














                                  SURVEY CONTROL DATA
                                
                             STATE=NE
                             [MAY 11, 2024 03:31:3]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4129 ***********************************************************************
 AB4129  CBN         -  This is a Cooperative Base Network Control Station.
 AB4129  PACS        -  This is a Primary Airport Control Station.
 AB4129  DESIGNATION -  08K A
 AB4129  PID         -  AB4129
 AB4129  STATE/COUNTY-  NE/CLAY
 AB4129  COUNTRY     -  US
 AB4129  USGS QUAD   -  HARVARD NE (2017)
 AB4129
 AB4129                         *CURRENT SURVEY CONTROL
 AB4129  ______________________________________________________________________
 AB4129* NAD 83(2011) POSITION- 40 39 01.01648(N) 098 05 01.49147(W)   ADJUSTED
 AB4129* NAD 83(2011) ELLIP HT-   526.728 (meters)        (06/27/12)   ADJUSTED
 AB4129* NAD 83(2011) EPOCH   -  2010.00
 AB4129* NAVD 88 ORTHO HEIGHT -   552.45  (meters)     1812.5   (feet) GPS OBS
 AB4129  ______________________________________________________________________
 AB4129  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4129  GEOID HEIGHT    -        -25.660 (meters)                     GEOID93
 AB4129  GEOID HEIGHT    -        -25.709 (meters)                     GEOID18
 AB4129  NAD 83(2011) X  -   -681,499.883 (meters)                     COMP
 AB4129  NAD 83(2011) Y  - -4,798,224.322 (meters)                     COMP
 AB4129  NAD 83(2011) Z  -  4,133,378.607 (meters)                     COMP
 AB4129  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 AB4129
 AB4129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4129  Standards:
 AB4129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4129  -------------------------------------------------------------------
 AB4129  NETWORK    0.39   0.98           0.18   0.13   0.50     -0.00600462
 AB4129  -------------------------------------------------------------------
 AB4129  Click here for local accuracies and other accuracy information.
 AB4129
 AB4129.This mark is at Harvard State Airport (08K)
 AB4129
 AB4129.The horizontal coordinates were established by GPS observations
 AB4129.and adjusted by the National Geodetic Survey in June 2012.
 AB4129
 AB4129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4129.been affixed to the stable North American tectonic plate. See 
 AB4129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4129
 AB4129.The horizontal coordinates are valid at the epoch date displayed above
 AB4129.which is a decimal equivalence of Year/Month/Day.
 AB4129
 AB4129.The orthometric height was determined by GPS observations and a
 AB4129.high-resolution geoid model.
 AB4129
 AB4129.GPS derived orthometric heights for airport stations designated as
 AB4129.PACS or SACS are published to 2 decimal places.  This maintains
 AB4129.centimeter relative accuracy between the PACS and SACS.  It does
 AB4129.not indicate centimeter accuracy relative to other marks which are
 AB4129.part of the published vertical control network.
 AB4129
 AB4129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4129.GEOID18 height accuracy estimate available here.
 AB4129
 AB4129.Click photographs - Photos may exist for this station.
 AB4129
 AB4129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4129
 AB4129.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4129
 AB4129.The ellipsoidal height was determined by GPS observations
 AB4129.and is referenced to NAD 83.
 AB4129
 AB4129. The following values were computed from the NAD 83(2011) position.
 AB4129
 AB4129;                    North         East     Units Scale Factor Converg.
 AB4129;SPC NE       -    92,500.661   662,022.711   MT  0.99976915   +1 16 11.6
 AB4129;SPC NE       -   303,479.25  2,171,986.18   sFT  0.99976915   +1 16 11.6
 AB4129;UTM  14      - 4,500,339.782   577,464.588   MT  0.99967386   +0 35 48.9
 AB4129
 AB4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4129!SPC NE       -   0.99991738  x   0.99976915  =   0.99968655
 AB4129!UTM  14      -   0.99991738  x   0.99967386  =   0.99959127
 AB4129
 AB4129:                Primary Azimuth Mark                     Grid Az
 AB4129:SPC NE       -  08K B                                    003 35 51.2
 AB4129:UTM  14      -  08K B                                    004 16 13.9
 AB4129
 AB4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7746400339(NAD 83)
 AB4129
 AB4129|---------------------------------------------------------------------|
 AB4129| PID    Reference Object                     Distance      Geod. Az  |
 AB4129|                                                           dddmmss.s |
 AB4129| AB4138 08K B                               APPROX. 0.6 KM 0045202.8 |
 AB4129|---------------------------------------------------------------------|
 AB4129
 AB4129                          SUPERSEDED SURVEY CONTROL
 AB4129
 AB4129  NAD 83(2007)-  40 39 01.01642(N)    098 05 01.49214(W) AD(2002.00) 0
 AB4129  ELLIP H (02/10/07)  526.751  (m)                       GP(2002.00)    
 AB4129  ELLIP H (07/10/01)  526.738  (m)                       GP(       ) 4 1
 AB4129  NAD 83(1995)-  40 39 01.01617(N)    098 05 01.49158(W) AD(       ) B
 AB4129  ELLIP H (06/25/96)  526.780  (m)                       GP(       ) 1 1
 AB4129
 AB4129.Superseded values are not recommended for survey control.
 AB4129
 AB4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4129.See file dsdata.pdf to determine how the superseded data were derived.
 AB4129
 AB4129_MARKER: F = FLANGE-ENCASED ROD
 AB4129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4129_STAMPING: 08K A 1995
 AB4129_MARK LOGO: NGS
 AB4129_PROJECTION: FLUSH
 AB4129_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4129+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2020
 AB4129_ROD/PIPE-DEPTH: 8.47 meters
 AB4129_SLEEVE-DEPTH  : 1 meters
 AB4129
 AB4129  HISTORY     - Date     Condition        Report By
 AB4129  HISTORY     - 1995     MONUMENTED       NGS
 AB4129  HISTORY     - 19970612 GOOD             NGS
 AB4129  HISTORY     - 20000605 GOOD             NEDR
 AB4129  HISTORY     - 20100617 GOOD             GRWAS
 AB4129  HISTORY     - 20190228 GOOD             NEGS
 AB4129  HISTORY     - 20201006 GOOD             NEGS
 AB4129
 AB4129                          STATION DESCRIPTION
 AB4129
 AB4129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4129'STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-NORTHEAST OF HASTINGS,
 AB4129'2.5 MI (4.0 KM) NORTH-NORTHEAST OF HARVARD, AT THE HARVARD STATE
 AB4129'AIRFIELD, AT THE WINDSOCK WITH SEGMENTED CIRCLE.  OWNERSHIP--NEBRASKA
 AB4129'DEPARTMENT OF AERONAUTICS, PO BOX 82088, LINCOLN NE 68501.  AIRPORT
 AB4129'MANAGER IS JOHN JOHNSTON, RR 1, BOX 16, HARVARD NE 68944.  PHONE (402)
 AB4129'772-3291.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 AB4129'AND STATE HIGHWAY 14 SOUTH (ABOUT 19.0 MI (30.6 KM) EAST OF HASTINGS),
 AB4129'GO WEST ON U.S. HIGHWAY 6 FOR 3.0 MI (4.8 KM) TO A INTERSECTION, TURN
 AB4129'RIGHT AND GO NORTH ON STATE HIGHWAY 18 A SPUR FOR 1.95 MI (3.14 KM) TO
 AB4129'AN INTERSECTION AND PAVED ROAD CURVES RIGHT, TURN RIGHT AND GO EAST ON
 AB4129'PAVED ROAD FOR 1.0 MI (1.6 KM) TO AN INTERSECTION AND A CEMETERY ON
 AB4129'THE LEFT, TURN LEFT AND GO NORTH ON AIRPORT ROAD (PAVED THEN GRAVEL)
 AB4129'FOR 2.45 MI (3.94 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST
 AB4129'ON THE GRAVEL ROAD THEN AN OLD APRON FOR 0.25 MI (0.40 KM) TO A GATE
 AB4129'AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO EAST ON THE APRON FOR
 AB4129'0.05 MI (0.08 KM) TO THE EAST EDGE OF THE PAVEMENT, TURN LEFT AND GO
 AB4129'NORTH ON THE APRON EDGE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION
 AB4129'ON THE RIGHT INSIDE THE SEGMENTED CIRCLE AROUND THE WINDSOCK.  THE
 AB4129'STATION IS 47.0 FT (14.3 M) SOUTH OF THE WINDSOCK POLE, 5.2 FT (1.6 M)
 AB4129'NORTHEAST OF THE NORTHEAST CORNER OF A SEGMENT OF THE CIRCLE WITH A
 AB4129'WITNESS POST AND 5.0 FT (1.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AB4129'SEGMENT OF THE CIRCLE. NOTE--THIS STATION WAS USED AS AN AREA
 AB4129'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4129
 AB4129                          STATION RECOVERY (1997)
 AB4129
 AB4129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4129'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AB4129
 AB4129                          STATION RECOVERY (2000)
 AB4129
 AB4129'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4129'RECOVERED AS DESCRIBED.
 AB4129
 AB4129                          STATION RECOVERY (2010)
 AB4129
 AB4129'RECOVERY NOTE BY GRW AERIAL SURVEY 2010 (CS)
 AB4129'RECOVERED IN GOOD CONDITION.
 AB4129
 AB4129                          STATION RECOVERY (2019)
 AB4129
 AB4129'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (KO)
 AB4129'TO REACH FROM THE NORTHEAST.  SPUR 18A AND U.S. HIGHWAY 6
 AB4129'INTERSECTION, APPROXIMATELY 2 MI (3.2 KM) SOUTH OF HARVARD, NE. GO
 AB4129'NORTH ON SPUR 18A APPROXIMATELY 2 MI (3.2 KM) TO CO.  ROAD.  319.
 AB4129'TURN RIGHT (EAST) ONTO CO.  ROAD.  319 AND GO APPROXIMATELY 1 MI (1.6
 AB4129'KM) TO AIRPORT ROAD.  TURN LEFT (NORTH) ONTO AIRPORT ROAD AND GO
 AB4129'APPROXIMATELY 2.6 MI (4.2 KM) TO A GRAVEL ROAD ON THE RIGHT (EAST).
 AB4129'TURN RIGHT (EAST) AND GO APPROXIMATELY 0.27 THROUGH A GATE, ONTO A
 AB4129'CONCRETE APRON.  AT THE EDGE OF THE APRON.  TURN LEFT (NORTH) AND GO
 AB4129'APPROXIMATELY 0.05 MI (0.08 KM).  THE MARK IS LOCATED 200 FT (61.0 M)
 AB4129'LEFT (EAST) AT THE SOUTH END OF THE SEGMENTED WINDSOCK CIRCLE, 47 FT
 AB4129'(14.3 M) SOUTH OF THE WINDSOCK POLE, 4.1 FT (1.2 M) NORTH FROM THE
 AB4129'NORTHWEST CORNER OF THE FARTHEST SOUTH CORRUGATED METAL STRUCTURE AND
 AB4129'5.05 FT (1.5 M) NORTHEAST OF A FIBERGLASS WITNESS WIRED TO A STEEL T
 AB4129'POST.
 AB4129
 AB4129                          STATION RECOVERY (2020)
 AB4129
 AB4129'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 AB4129'THE 2019 STATION RECOVERY IS STILL USEABLE.  PHOTOS ADDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4138 ***********************************************************************
 AB4138  SACS        -  This is a Secondary Airport Control Station.
 AB4138  DESIGNATION -  08K B
 AB4138  PID         -  AB4138
 AB4138  STATE/COUNTY-  NE/CLAY
 AB4138  COUNTRY     -  US
 AB4138  USGS QUAD   -  HARVARD NE (2017)
 AB4138
 AB4138                         *CURRENT SURVEY CONTROL
 AB4138  ______________________________________________________________________
 AB4138* NAD 83(2011) POSITION- 40 39 19.85464(N) 098 04 59.38504(W)   ADJUSTED
 AB4138* NAD 83(2011) ELLIP HT-   526.648 (meters)        (06/27/12)   ADJUSTED
 AB4138* NAD 83(2011) EPOCH   -  2010.00
 AB4138* NAVD 88 ORTHO HEIGHT -   552.37  (meters)     1812.2   (feet) GPS OBS
 AB4138  ______________________________________________________________________
 AB4138  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4138  GEOID HEIGHT    -        -25.665 (meters)                     GEOID96
 AB4138  GEOID HEIGHT    -        -25.703 (meters)                     GEOID18
 AB4138  NAD 83(2011) X  -   -681,397.639 (meters)                     COMP
 AB4138  NAD 83(2011) Y  - -4,797,856.385 (meters)                     COMP
 AB4138  NAD 83(2011) Z  -  4,133,819.447 (meters)                     COMP
 AB4138  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 AB4138
 AB4138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4138  Standards:
 AB4138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4138  -------------------------------------------------------------------
 AB4138  NETWORK    0.44   0.98           0.20   0.15   0.50     -0.02231028
 AB4138  -------------------------------------------------------------------
 AB4138  Click here for local accuracies and other accuracy information.
 AB4138
 AB4138.This mark is at Harvard State Airport (08K)
 AB4138
 AB4138.The horizontal coordinates were established by GPS observations
 AB4138.and adjusted by the National Geodetic Survey in June 2012.
 AB4138
 AB4138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4138.been affixed to the stable North American tectonic plate. See 
 AB4138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4138
 AB4138.The horizontal coordinates are valid at the epoch date displayed above
 AB4138.which is a decimal equivalence of Year/Month/Day.
 AB4138
 AB4138.The orthometric height was determined by GPS observations and a
 AB4138.high-resolution geoid model.
 AB4138
 AB4138.GPS derived orthometric heights for airport stations designated as
 AB4138.PACS or SACS are published to 2 decimal places.  This maintains
 AB4138.centimeter relative accuracy between the PACS and SACS.  It does
 AB4138.not indicate centimeter accuracy relative to other marks which are
 AB4138.part of the published vertical control network.
 AB4138
 AB4138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4138.GEOID18 height accuracy estimate available here.
 AB4138
 AB4138.Click photographs - Photos may exist for this station.
 AB4138
 AB4138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4138
 AB4138.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4138
 AB4138.The ellipsoidal height was determined by GPS observations
 AB4138.and is referenced to NAD 83.
 AB4138
 AB4138. The following values were computed from the NAD 83(2011) position.
 AB4138
 AB4138;                    North         East     Units Scale Factor Converg.
 AB4138;SPC NE       -    93,082.571   662,059.297   MT  0.99976781   +1 16 13.0
 AB4138;SPC NE       -   305,388.40  2,172,106.21   sFT  0.99976781   +1 16 13.0
 AB4138;UTM  14      - 4,500,921.167   577,508.001   MT  0.99967394   +0 35 50.5
 AB4138
 AB4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4138!SPC NE       -   0.99991739  x   0.99976781  =   0.99968522
 AB4138!UTM  14      -   0.99991739  x   0.99967394  =   0.99959136
 AB4138
 AB4138:                Primary Azimuth Mark                     Grid Az
 AB4138:SPC NE       -  08K A                                    183 35 51.2
 AB4138:UTM  14      -  08K A                                    184 16 13.7
 AB4138
 AB4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7750800921(NAD 83)
 AB4138
 AB4138|---------------------------------------------------------------------|
 AB4138| PID    Reference Object                     Distance      Geod. Az  |
 AB4138|                                                           dddmmss.s |
 AB4138| AB4129 08K A                               APPROX. 0.6 KM 1845204.2 |
 AB4138|---------------------------------------------------------------------|
 AB4138
 AB4138                          SUPERSEDED SURVEY CONTROL
 AB4138
 AB4138  NAD 83(2007)-  40 39 19.85458(N)    098 04 59.38571(W) AD(2002.00) 0
 AB4138  ELLIP H (02/10/07)  526.671  (m)                       GP(2002.00)    
 AB4138  ELLIP H (01/08/02)  526.658  (m)                       GP(       ) 4 2
 AB4138  NAD 83(1995)-  40 39 19.85433(N)    098 04 59.38515(W) AD(       ) 1
 AB4138  ELLIP H (09/17/98)  526.700  (m)                       GP(       ) 4 2
 AB4138
 AB4138.Superseded values are not recommended for survey control.
 AB4138
 AB4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4138.See file dsdata.pdf to determine how the superseded data were derived.
 AB4138
 AB4138_MARKER: I = METAL ROD
 AB4138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4138_STAMPING: 08K B 1995
 AB4138_MARK LOGO: NGS
 AB4138_PROJECTION: FLUSH
 AB4138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4138+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 AB4138_ROD/PIPE-DEPTH: 7.86 meters
 AB4138_SLEEVE-DEPTH  : 1 meters
 AB4138
 AB4138  HISTORY     - Date     Condition        Report By
 AB4138  HISTORY     - 1995     MONUMENTED       NGS
 AB4138  HISTORY     - 19970612 GOOD             NGS
 AB4138  HISTORY     - 20100617 GOOD             GRWAS
 AB4138
 AB4138                          STATION DESCRIPTION
 AB4138
 AB4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4138'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-NORTHEAST OF
 AB4138'HASTINGS, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF HARVARD, AT THE HARVARD
 AB4138'STATE AIRFIELD AND NEAR THE APPROACH END OF RUNWAY 17.
 AB4138'OWNERSHIP--NEBRASKA DEPARTMENT OF AERONAUTICS, PO BOX 82088, LINCOLN
 AB4138'NE 68501.  AIRPORT MANAGER IS JOHN JOHNSTON, RR 1, BOX 16, HARVARD NE
 AB4138'68944, PHONE (402) 772-3291.  TO REACH THE STATION FROM THE JUNCTION
 AB4138'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 14 SOUTH (ABOUT 19.0 MI (30.6 KM)
 AB4138'EAST OF HASTINGS), GO WEST ON HIGHWAY 6 FOR 3.0 MI (4.8 KM) TO AN
 AB4138'INTERSECTION, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 18 A SPUR FOR
 AB4138'1.95 MI (3.14 KM) TO AN INTERSECTION AND PAVED ROAD CURVES RIGHT, TURN
 AB4138'RIGHT AND GO EAST ON PAVED ROAD FOR 1.0 MI (1.6 KM) TO AN INTERSECTION
 AB4138'AND A CEMETERY ON THE LEFT, TURN LEFT AND GO NORTH ON AIRPORT ROAD
 AB4138'(PAVED THEN GRAVEL) FOR 1.6 MI (2.6 KM) TO A GRAVEL ROAD RIGHT, TURN
 AB4138'RIGHT AND GO EAST ON THE GRAVEL ROAD THEN A OLD APRON FOR 0.25 MI
 AB4138'(0.40 KM) TO A GATE AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO
 AB4138'EAST ON THE APRON FOR 0.05 MI (0.08 KM) TO THE EAST EDGE OF THE
 AB4138'PAVEMENT, TURN LEFT AND GO NORTH ON THE APRON EDGE TAXIWAY FOR 0.4 MI
 AB4138'(0.6 KM) TO A CONNECTOR TAXIWAY RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4138'CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 AB4138'THE STATION IS 173.5 FT (52.9 M) WEST OF THE RUNWAY CENTER, 76.4 FT
 AB4138'(23.3 M) EAST-NORTHEAST OF THE SOUTH END OF A CULVERT, 35.3 FT (10.8
 AB4138'M) SOUTH OF THE CONNECTOR TAXIWAY CENTER, 5.9 FT (1.8 M)
 AB4138'SOUTH-SOUTHWEST OF A REFLECTIVE TAXIWAY MARKER AND 1.5 FT (0.5 M)
 AB4138'NORTH OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4138
 AB4138                          STATION RECOVERY (1997)
 AB4138
 AB4138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4138'RECOVERED AS DESCRIBED.  THIS A SECONDARY AIRPORT CONTROL STATION.
 AB4138
 AB4138                          STATION RECOVERY (2010)
 AB4138
 AB4138'RECOVERY NOTE BY GRW AERIAL SURVEY 2010 (CS)
 AB4138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4139 ***********************************************************************
 AB4139  SACS        -  This is a Secondary Airport Control Station.
 AB4139  DESIGNATION -  08K C
 AB4139  PID         -  AB4139
 AB4139  STATE/COUNTY-  NE/CLAY
 AB4139  COUNTRY     -  US
 AB4139  USGS QUAD   -  HARVARD NE (2017)
 AB4139
 AB4139                         *CURRENT SURVEY CONTROL
 AB4139  ______________________________________________________________________
 AB4139* NAD 83(2011) POSITION- 40 38 39.25125(N) 098 04 59.91843(W)   ADJUSTED
 AB4139* NAD 83(2011) ELLIP HT-   523.963 (meters)        (06/27/12)   ADJUSTED
 AB4139* NAD 83(2011) EPOCH   -  2010.00
 AB4139* NAVD 88 ORTHO HEIGHT -   549.69  (meters)     1803.4   (feet) GPS OBS
 AB4139  ______________________________________________________________________
 AB4139  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4139  GEOID HEIGHT    -        -25.678 (meters)                     GEOID96
 AB4139  GEOID HEIGHT    -        -25.717 (meters)                     GEOID18
 AB4139  NAD 83(2011) X  -   -681,524.495 (meters)                     COMP
 AB4139  NAD 83(2011) Y  - -4,798,660.469 (meters)                     COMP
 AB4139  NAD 83(2011) Z  -  4,132,867.365 (meters)                     COMP
 AB4139  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 AB4139
 AB4139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4139  Standards:
 AB4139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4139  -------------------------------------------------------------------
 AB4139  NETWORK    0.46   1.00           0.21   0.16   0.51     -0.01601839
 AB4139  -------------------------------------------------------------------
 AB4139  Click here for local accuracies and other accuracy information.
 AB4139
 AB4139.This mark is at Harvard State Airport (08K)
 AB4139
 AB4139.The horizontal coordinates were established by GPS observations
 AB4139.and adjusted by the National Geodetic Survey in June 2012.
 AB4139
 AB4139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4139.been affixed to the stable North American tectonic plate. See 
 AB4139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4139
 AB4139.The horizontal coordinates are valid at the epoch date displayed above
 AB4139.which is a decimal equivalence of Year/Month/Day.
 AB4139
 AB4139.The orthometric height was determined by GPS observations and a
 AB4139.high-resolution geoid model.
 AB4139
 AB4139.GPS derived orthometric heights for airport stations designated as
 AB4139.PACS or SACS are published to 2 decimal places.  This maintains
 AB4139.centimeter relative accuracy between the PACS and SACS.  It does
 AB4139.not indicate centimeter accuracy relative to other marks which are
 AB4139.part of the published vertical control network.
 AB4139
 AB4139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4139.GEOID18 height accuracy estimate available here.
 AB4139
 AB4139.Click photographs - Photos may exist for this station.
 AB4139
 AB4139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4139
 AB4139.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4139
 AB4139.The ellipsoidal height was determined by GPS observations
 AB4139.and is referenced to NAD 83.
 AB4139
 AB4139. The following values were computed from the NAD 83(2011) position.
 AB4139
 AB4139;                    North         East     Units Scale Factor Converg.
 AB4139;SPC NE       -    91,830.420   662,074.530   MT  0.99977072   +1 16 12.7
 AB4139;SPC NE       -   301,280.30  2,172,156.19   sFT  0.99977072   +1 16 12.7
 AB4139;UTM  14      - 4,499,669.043   577,508.526   MT  0.99967394   +0 35 49.6
 AB4139
 AB4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4139!SPC NE       -   0.99991781  x   0.99977072  =   0.99968855
 AB4139!UTM  14      -   0.99991781  x   0.99967394  =   0.99959178
 AB4139
 AB4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7750899669(NAD 83)
 AB4139
 AB4139                          SUPERSEDED SURVEY CONTROL
 AB4139
 AB4139  NAD 83(2007)-  40 38 39.25120(N)    098 04 59.91910(W) AD(2002.00) 0
 AB4139  ELLIP H (02/10/07)  523.987  (m)                       GP(2002.00)    
 AB4139  ELLIP H (01/08/02)  523.973  (m)                       GP(       ) 4 2
 AB4139  NAD 83(1995)-  40 38 39.25094(N)    098 04 59.91854(W) AD(       ) 1
 AB4139  ELLIP H (09/17/98)  524.015  (m)                       GP(       ) 4 2
 AB4139
 AB4139.Superseded values are not recommended for survey control.
 AB4139
 AB4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4139.See file dsdata.pdf to determine how the superseded data were derived.
 AB4139
 AB4139_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4139_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4139_SP_SET: 4FT X 9 FT STORM DRAIN FOOTING
 AB4139_STAMPING: 08K C 1995
 AB4139_MARK LOGO: NGS
 AB4139_PROJECTION: FLUSH
 AB4139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4139+STABILITY: SURFACE MOTION
 AB4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4139+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 AB4139
 AB4139  HISTORY     - Date     Condition        Report By
 AB4139  HISTORY     - 1995     MONUMENTED       NGS
 AB4139  HISTORY     - 19970612 GOOD             NGS
 AB4139  HISTORY     - 20100617 GOOD             GRWAS
 AB4139
 AB4139                          STATION DESCRIPTION
 AB4139
 AB4139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4139'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-NORTHEAST OF
 AB4139'HASTINGS, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF HARVARD, AT THE HARVARD
 AB4139'STATE AIRFIELD AND IN THE GRASS MEDIAN FORMED BY THE RUNWAY AND
 AB4139'TAXIWAYS NEAR THE APPROACH END OF RUNWAY 35.  OWNERSHIP--NEBRASKA
 AB4139'DEPARTMENT OF AERONAUTICS, PO BOX 82088, LINCOLN NE 68501.  AIRPORT
 AB4139'MANAGER IS JOHN JOHNSTON, RR 1, BOX 16, HARVARD NE 68944.  PHONE (402)
 AB4139'772-3291.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND
 AB4139'STATE HIGHWAY 14 SOUTH (ABOUT 19.0 MI (30.6 KM) EAST OF HASTINGS), GO
 AB4139'WEST ON US HIGHWAY 6 FOR 3.0 MI (4.8 KM) TO AN INTERSECTION, TURN
 AB4139'RIGHT AND GO NORTH ON STATE HIGHWAY 18 A SPUR FOR 1.95 MI (3.14 KM) TO
 AB4139'AN INTERSECTION AND PAVED ROAD CURVES RIGHT, TURN RIGHT AND GO EAST ON
 AB4139'PAVED ROAD FOR 1.0 MI (1.6 KM) TO AN INTERSECTION AND A CEMETERY ON
 AB4139'THE LEFT, TURN LEFT AND GO NORTH ON AIRPORT ROAD (PAVED THEN GRAVEL)
 AB4139'FOR 1.6 MI (2.6 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST ON
 AB4139'THE GRAVEL ROAD THEN AN OLD APRON FOR 0.25 MI (0.40 KM) TO A GATE
 AB4139'AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO EAST ON THE APRON FOR
 AB4139'0.05 MI (0.08 KM) TO THE EAST EDGE OF THE PAVEMENT, TURN RIGHT AND GO
 AB4139'SOUTH ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM) TO THE STATION ON
 AB4139'THE LEFT.  THE STATION IS SET INTO THE SOUTHEAST CORNER OF A 4FT X 9FT
 AB4139'STORM DRAIN FOOTING, 262.5 FT (80.0 M) EAST OF THE TAXIWAY CENTER,
 AB4139'249.5 FT (76.0 M) EAST OF THE RUNWAY CENTER, 1.3 FT (0.4 M) NORTHEAST
 AB4139'OF A 7 FT (2.1 M) TALL 1 INCH IN DIAMETER PVC PIPE, 0.6 FT (18.3 CM)
 AB4139'NORTH OF THE SOUTH EDGE OF THE FOOTING AND 0.5 FT (15.2 CM) WEST OF
 AB4139'THE EAST EDGE OF THE DRAIN FOOTING WITH A WITNESS POST.  NOTE--THIS
 AB4139'STATION MAY BE A SHORT PACK.  THIS STATION TO BE USED AS SACS.
 AB4139
 AB4139                          STATION RECOVERY (1997)
 AB4139
 AB4139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4139'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AB4139
 AB4139                          STATION RECOVERY (2010)
 AB4139
 AB4139'RECOVERY NOTE BY GRW AERIAL SURVEY 2010 (CS)
 AB4139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4173 ***********************************************************************
 AB4173  SACS        -  This is a Secondary Airport Control Station.
 AB4173  DESIGNATION -  0V3 A
 AB4173  PID         -  AB4173
 AB4173  STATE/COUNTY-  NE/KEARNEY
 AB4173  COUNTRY     -  US
 AB4173  USGS QUAD   -  MINDEN NORTH (2017)
 AB4173
 AB4173                         *CURRENT SURVEY CONTROL
 AB4173  ______________________________________________________________________
 AB4173* NAD 83(2011) POSITION- 40 31 10.50959(N) 098 56 53.99861(W)   ADJUSTED
 AB4173* NAD 83(2011) ELLIP HT-   631.628 (meters)        (06/27/12)   ADJUSTED
 AB4173* NAD 83(2011) EPOCH   -  2010.00
 AB4173* NAVD 88 ORTHO HEIGHT -   656.67  (meters)     2154.4   (feet) GPS OBS
 AB4173  ______________________________________________________________________
 AB4173  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4173  GEOID HEIGHT    -        -24.974 (meters)                     GEOID96
 AB4173  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AB4173  NAD 83(2011) X  -   -755,305.247 (meters)                     COMP
 AB4173  NAD 83(2011) Y  - -4,796,801.301 (meters)                     COMP
 AB4173  NAD 83(2011) Z  -  4,122,423.841 (meters)                     COMP
 AB4173  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 AB4173
 AB4173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4173  Standards:
 AB4173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4173  -------------------------------------------------------------------
 AB4173  NETWORK    0.45   1.10           0.21   0.14   0.56     -0.02559187
 AB4173  -------------------------------------------------------------------
 AB4173  Click here for local accuracies and other accuracy information.
 AB4173
 AB4173.This mark is at Pioneer Village Fld Airport (0V3)
 AB4173
 AB4173.The horizontal coordinates were established by GPS observations
 AB4173.and adjusted by the National Geodetic Survey in June 2012.
 AB4173
 AB4173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4173.been affixed to the stable North American tectonic plate. See 
 AB4173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4173
 AB4173.The horizontal coordinates are valid at the epoch date displayed above
 AB4173.which is a decimal equivalence of Year/Month/Day.
 AB4173
 AB4173.The orthometric height was determined by GPS observations and a
 AB4173.high-resolution geoid model.
 AB4173
 AB4173.GPS derived orthometric heights for airport stations designated as
 AB4173.PACS or SACS are published to 2 decimal places.  This maintains
 AB4173.centimeter relative accuracy between the PACS and SACS.  It does
 AB4173.not indicate centimeter accuracy relative to other marks which are
 AB4173.part of the published vertical control network.
 AB4173
 AB4173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4173.GEOID18 height accuracy estimate available here.
 AB4173
 AB4173.Click photographs - Photos may exist for this station.
 AB4173
 AB4173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4173
 AB4173.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4173
 AB4173.The ellipsoidal height was determined by GPS observations
 AB4173.and is referenced to NAD 83.
 AB4173
 AB4173. The following values were computed from the NAD 83(2011) position.
 AB4173
 AB4173;                    North         East     Units Scale Factor Converg.
 AB4173;SPC NE       -    76,736.782   589,101.993   MT  0.99980542   +0 41 49.0
 AB4173;SPC NE       -   251,760.59  1,932,745.46   sFT  0.99980542   +0 41 49.0
 AB4173;UTM  14      - 4,485,430.060   504,376.675   MT  0.99960024   +0 02 00.8
 AB4173
 AB4173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4173!SPC NE       -   0.99990093  x   0.99980542  =   0.99970637
 AB4173!UTM  14      -   0.99990093  x   0.99960024  =   0.99950121
 AB4173
 AB4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0437685430(NAD 83)
 AB4173
 AB4173|---------------------------------------------------------------------|
 AB4173| PID    Reference Object                     Distance      Geod. Az  |
 AB4173|                                                           dddmmss.s |
 AB4173| LH1416 WARP MCBRIDE                        367.036 METERS 15910     |
 AB4173|---------------------------------------------------------------------|
 AB4173
 AB4173                          SUPERSEDED SURVEY CONTROL
 AB4173
 AB4173  NAD 83(2007)-  40 31 10.50952(N)    098 56 53.99926(W) AD(2002.00) 0
 AB4173  ELLIP H (02/10/07)  631.652  (m)                       GP(2002.00)    
 AB4173  ELLIP H (12/31/01)  631.640  (m)                       GP(       ) 4 1
 AB4173  NAD 83(1995)-  40 31 10.50931(N)    098 56 53.99871(W) AD(       ) 1
 AB4173  ELLIP H (09/18/97)  631.683  (m)                       GP(       ) 4 1
 AB4173
 AB4173.Superseded values are not recommended for survey control.
 AB4173
 AB4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4173.See file dsdata.pdf to determine how the superseded data were derived.
 AB4173
 AB4173_MARKER: I = METAL ROD
 AB4173_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4173_STAMPING: OV3 A 1995
 AB4173_MARK LOGO: NGS
 AB4173_PROJECTION: FLUSH
 AB4173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4173+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1997
 AB4173_ROD/PIPE-DEPTH: 8.63 meters
 AB4173_SLEEVE-DEPTH  : 1 meters
 AB4173
 AB4173  HISTORY     - Date     Condition        Report By
 AB4173  HISTORY     - 1995     MONUMENTED       NGS
 AB4173  HISTORY     - 19970712 GOOD             NGS
 AB4173
 AB4173                          STATION DESCRIPTION
 AB4173
 AB4173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4173'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KEARNEY,
 AB4173'1.0 MI (1.6 KM) NORTH OF MINDEN, AT THE MINDEN/PIONEER VILLAGE FIELD
 AB4173'AIRPORT AND AT THE NORTHWEST CORNER OF THE TURNAROUND NEAR THE
 AB4173'APPROACH END OF RUNWAY 16.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, PO
 AB4173'BOX 295, MINDEN NE 68959.  THE AIRPORT MANAGER IS DON BONTZ, PHONE
 AB4173'(308) 832-0253.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AB4173'6/34 AND STATE HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR
 AB4173'0.9 MI (1.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4173'AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD LEFT AND A
 AB4173'PAVED CUL-DE-SAC AHEAD, BEAR LEFT AND GO NORTH ON A GRAVEL ROAD FOR
 AB4173'150 FT (45.7 M) TO A TAXIWAY, BEAR RIGHT AND GO NORTHEAST ON THE
 AB4173'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN LEFT AND GO
 AB4173'NORTH-NORTHWEST ON THE RUNWAY FOR 0.2 MI (0.3 KM) TO THE TURNAROUND
 AB4173'AND THE STATION ON THE LEFT.  THE STATION IS 47.4 FT (14.4 M)
 AB4173'WEST-SOUTHWEST OF A TAXIWAY LIGHT (I-15), 31.9 FT (9.7 M) NORTH OF A
 AB4173'TAXIWAY LIGHT (I-13), 11.8 FT (3.6 M) EAST-SOUTHEAST FROM THE
 AB4173'NORTHWESTERMOST TAXIWAY LIGHT AND 3.0 FT (0.9 M) NORTH-NORTHWEST FROM
 AB4173'THE NORTHWEST CORNER OF THE CONCRETE TURNAROUND PAVEMENT.  THIS
 AB4173'STATION TO BE USED AS SACS.
 AB4173
 AB4173                          STATION RECOVERY (1997)
 AB4173
 AB4173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4173'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KEARNEY,
 AB4173'1.0 MI (1.6 KM) NORTH OF MINDEN, AT THE MINDEN/PIONEER VILLAGE FIELD
 AB4173'AIRPORT AND AT THE NORTHWEST CORNER OF THE TURNAROUND NEAR THE
 AB4173'APPROACH END OF RUNWAY 16.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, PO
 AB4173'BOX 295, MINDEN, NE 68959.  THE AIRPORT MANAGER IS DON BONTZ, PHONE
 AB4173'(308) 832-0253.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AB4173'6/34 AND STATE HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR
 AB4173'0.9 MI (1.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4173'AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD LEFT AND A
 AB4173'PAVED CUL-DE-SAC AHEAD, BEAR LEFT AND GO NORTH ON A GRAVEL ROAD FOR
 AB4173'150 FT (45.7 M) TO A TAXIWAY, BEAR RIGHT AND GO NORTHEAST ON THE
 AB4173'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN LEFT AND GO
 AB4173'NORTH NORTHWEST ON THE RUNWAY FOR 0.2 MI (0.3 KM) THE TURNAROUND AND
 AB4173'THE STATION ON THE LEFT.  THE STATION IS 47.4 FT (14.4 M) WEST
 AB4173'SOUTHWEST OF A TAXIWAY LIGHT (I-15) , 31.9 NORTH OF A TAXIWAY LIGHT
 AB4173'(I-13) , 11.8 FT (3.6 M) EAST SOUTHEAST FROM THE MOST NORTHWESTERLY
 AB4173'TAXIWAY LIGHT AND 3.0 FT (0.9 M) NORTH NORTHWEST FROM THE NORTHWEST
 AB4173'CORNER OF THE CONCRETE TURN AROUND PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1586 ***********************************************************************
 MK1586  DESIGNATION -  1
 MK1586  PID         -  MK1586
 MK1586  STATE/COUNTY-  NE/NANCE
 MK1586  COUNTRY     -  US
 MK1586  USGS QUAD   -  GENOA (2017)
 MK1586
 MK1586                         *CURRENT SURVEY CONTROL
 MK1586  ______________________________________________________________________
 MK1586* NAD 83(1986) POSITION- 41 26 30.     (N) 097 44 37.     (W)   SCALED
 MK1586* NAVD 88 ORTHO HEIGHT -   477.635 (meters)     1567.04  (feet) ADJUSTED
 MK1586  ______________________________________________________________________
 MK1586  GEOID HEIGHT    -        -25.093 (meters)                     GEOID18
 MK1586  DYNAMIC HEIGHT  -        477.413 (meters)     1566.31  (feet) COMP
 MK1586  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 MK1586
 MK1586  VERT ORDER      -  SECOND    CLASS 0
 MK1586
 MK1586.The horizontal coordinates were scaled from a map and have
 MK1586.an estimated accuracy of +/- 6 seconds.
 MK1586
 MK1586.The orthometric height was determined by differential leveling and
 MK1586.adjusted by the NATIONAL GEODETIC SURVEY
 MK1586.in June 1991.
 MK1586
 MK1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1586.GEOID18 height accuracy estimate available here.
 MK1586
 MK1586.Click photographs - Photos may exist for this station.
 MK1586
 MK1586.The dynamic height is computed by dividing the NAVD 88
 MK1586.geopotential number by the normal gravity value computed on the
 MK1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1586.degrees latitude (g = 980.6199 gals.).
 MK1586
 MK1586.The modeled gravity was interpolated from observed gravity values.
 MK1586
 MK1586;                    North         East    Units  Estimated Accuracy
 MK1586;SPC NE       -   181,030.      688,480.      MT  (+/- 180 meters Scaled)
 MK1586
 MK1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL049885(NAD 83)
 MK1586
 MK1586                          SUPERSEDED SURVEY CONTROL
 MK1586
 MK1586  NGVD 29 (??/??/92)  477.426  (m)         1566.36   (f) ADJ UNCH    2 0
 MK1586
 MK1586.Superseded values are not recommended for survey control.
 MK1586
 MK1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1586.See file dsdata.pdf to determine how the superseded data were derived.
 MK1586
 MK1586_MARKER: DB = BENCH MARK DISK
 MK1586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1586_SP_SET: BRIDGE
 MK1586_STAMPING: NO 1 1950
 MK1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1586
 MK1586  HISTORY     - Date     Condition        Report By
 MK1586  HISTORY     - 1950     MONUMENTED       USGS
 MK1586  HISTORY     - 1950     GOOD             CGS
 MK1586
 MK1586                          STATION DESCRIPTION
 MK1586
 MK1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1586'1.1 MI SW FROM GENOA.
 MK1586'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1586'AT GENOA, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 MK1586'THE TOP OF THE NORTHEAST WINGWALL OF A STEEL BRIDGE OVER BEAVER
 MK1586'CREEK, 1.5 FEET EAST OF THE NORTH END OF THE EAST GUARD RAIL OF
 MK1586'THE BRIDGE, LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0521 ***********************************************************************
 NO0521  DESIGNATION -  1 F
 NO0521  PID         -  NO0521
 NO0521  STATE/COUNTY-  NE/CHERRY
 NO0521  COUNTRY     -  US
 NO0521  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0521
 NO0521                         *CURRENT SURVEY CONTROL
 NO0521  ______________________________________________________________________
 NO0521* NAD 83(1986) POSITION- 42 46 28.     (N) 100 32 11.     (W)   SCALED
 NO0521* NAVD 88 ORTHO HEIGHT -   825.140 (meters)     2707.15  (feet) ADJUSTED
 NO0521  ______________________________________________________________________
 NO0521  GEOID HEIGHT    -        -21.683 (meters)                     GEOID18
 NO0521  DYNAMIC HEIGHT  -        824.799 (meters)     2706.03  (feet) COMP
 NO0521  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 NO0521
 NO0521  VERT ORDER      -  FIRST     CLASS II
 NO0521
 NO0521.The horizontal coordinates were scaled from a map and have
 NO0521.an estimated accuracy of +/- 6 seconds.
 NO0521
 NO0521.The orthometric height was determined by differential leveling and
 NO0521.adjusted by the NATIONAL GEODETIC SURVEY
 NO0521.in June 1994.
 NO0521
 NO0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0521.GEOID18 height accuracy estimate available here.
 NO0521
 NO0521.Click photographs - Photos may exist for this station.
 NO0521
 NO0521.The dynamic height is computed by dividing the NAVD 88
 NO0521.geopotential number by the normal gravity value computed on the
 NO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0521.degrees latitude (g = 980.6199 gals.).
 NO0521
 NO0521.The modeled gravity was interpolated from observed gravity values.
 NO0521
 NO0521;                    North         East    Units  Estimated Accuracy
 NO0521;SPC NE       -   326,700.      456,110.      MT  (+/- 180 meters Scaled)
 NO0521
 NO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN743369(NAD 83)
 NO0521
 NO0521                          SUPERSEDED SURVEY CONTROL
 NO0521
 NO0521  NGVD 29 (02/14/92)  824.859  (m)         2706.22   (f) ADJUSTED    1 2
 NO0521
 NO0521.Superseded values are not recommended for survey control.
 NO0521
 NO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0521.See file dsdata.pdf to determine how the superseded data were derived.
 NO0521
 NO0521_MARKER: DB = BENCH MARK DISK
 NO0521_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0521_STAMPING: 1 F 1947
 NO0521_MARK LOGO: USGS
 NO0521_PROJECTION: RECESSED 30 CENTIMETERS
 NO0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0521+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0521
 NO0521  HISTORY     - Date     Condition        Report By
 NO0521  HISTORY     - 1947     MONUMENTED       USGS
 NO0521  HISTORY     - 19910803 GOOD             NGS
 NO0521
 NO0521                          STATION DESCRIPTION
 NO0521
 NO0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0521'13.4 KM (8.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0521'OF U.S. HIGHWAY 20 IN VALENTINE, 10.6 M (34.8 FT) WEST OF THE
 NO0521'HIGHWAY CENTERLINE, 6.3 M (20.7 FT) SOUTH OF THE CENTER OF A FIELD
 NO0521'ENTRANCE, 5.7 M (18.7 FT) NORTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 NO0521'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 NO0521'AND FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 NO0521'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI7688 ***********************************************************************
 AI7688  DESIGNATION -  1 F RESET
 AI7688  PID         -  AI7688
 AI7688  STATE/COUNTY-  NE/CHERRY
 AI7688  COUNTRY     -  US
 AI7688  USGS QUAD   -  VALENTINE SOUTH (2017)
 AI7688
 AI7688                         *CURRENT SURVEY CONTROL
 AI7688  ______________________________________________________________________
 AI7688* NAD 83(1986) POSITION- 42 46 29.27   (N) 100 32 09.24   (W)   HD_HELD1
 AI7688* NAVD 88 ORTHO HEIGHT -   825.93  (meters)     2709.7   (feet) RESET
 AI7688  ______________________________________________________________________
 AI7688  GEOID HEIGHT    -        -21.685 (meters)                     GEOID18
 AI7688  VERT ORDER      -  THIRD
 AI7688
 AI7688.The horizontal coordinates were determined by differentially corrected
 AI7688.hand held GPS observations or other comparable positioning techniques
 AI7688.and have an estimated accuracy of +/- 3 meters.
 AI7688
 AI7688.The orthometric height was computed from unverified reset data.
 AI7688
 AI7688.No vertical observational check was made to the station.
 AI7688
 AI7688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7688.GEOID18 height accuracy estimate available here.
 AI7688
 AI7688.Click photographs - Photos may exist for this station.
 AI7688
 AI7688;                    North         East    Units  Estimated Accuracy
 AI7688;SPC NE       -   326,740.5     456,147.4     MT  (+/- 3 meters HH1 GPS) 
 AI7688
 AI7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7435336950(NAD 83)
 AI7688
 AI7688                          SUPERSEDED SURVEY CONTROL
 AI7688
 AI7688.No superseded survey control is available for this station.
 AI7688
 AI7688_MARKER: DB = BENCH MARK DISK
 AI7688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7688_STAMPING: 1 F 1947 RESET 1995
 AI7688_MARK LOGO: USGS
 AI7688_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7688+STABILITY: SURFACE MOTION
 AI7688
 AI7688  HISTORY     - Date     Condition        Report By
 AI7688  HISTORY     - 1995     MONUMENTED       NGS
 AI7688
 AI7688                          STATION DESCRIPTION
 AI7688
 AI7688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7688'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAYS 83 AND 20, ABOUT 5
 AI7688'MILES (8.0 KM) SOUTH-SOUTHEAST FROM VALENTINE, GO SOUTH ON HIGHWAY 83
 AI7688'FOR 3.0 MILES (4.8 KM) TO THE MARK ON THE LEFT, ON THE EAST
 AI7688'RIGHT-OF-WAY OF THE HIGHWAY, IN THE SW1/4, SEC6, T32N, R27W.  THE DISK
 AI7688'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.1
 AI7688'FOOT (3.0 CM) ABOVE THE GROUND.  IT IS 115.5 FEET (35.2 M) EAST FROM
 AI7688'THE CENTERLINE OF THE HIGHWAY, 104.2 FEET (31.8 M) SOUTH FROM A
 AI7688'T-FENCE LINE EAST, THE HALF-SECTION FENCELINE, 2.2 FEET (0.7 M) NORTH
 AI7688'FROM A WITNESS POST AND 1.0 FEET (0.3 M) WEST FROM THE EAST
 AI7688'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0137 ***********************************************************************
 NO0137  DESIGNATION -  1 HT
 NO0137  PID         -  NO0137
 NO0137  STATE/COUNTY-  NE/CHERRY
 NO0137  COUNTRY     -  US
 NO0137  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0137
 NO0137                         *CURRENT SURVEY CONTROL
 NO0137  ______________________________________________________________________
 NO0137* NAD 83(1986) POSITION- 42 54 40.     (N) 100 43 10.     (W)   SCALED
 NO0137* NAVD 88 ORTHO HEIGHT -   805.952 (meters)     2644.19  (feet) ADJUSTED
 NO0137  ______________________________________________________________________
 NO0137  GEOID HEIGHT    -        -21.535 (meters)                     GEOID18
 NO0137  DYNAMIC HEIGHT  -        805.629 (meters)     2643.13  (feet) COMP
 NO0137  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 NO0137
 NO0137  VERT ORDER      -  FIRST     CLASS II
 NO0137
 NO0137.The horizontal coordinates were scaled from a map and have
 NO0137.an estimated accuracy of +/- 6 seconds.
 NO0137
 NO0137.The orthometric height was determined by differential leveling and
 NO0137.adjusted by the NATIONAL GEODETIC SURVEY
 NO0137.in June 1991.
 NO0137
 NO0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0137.GEOID18 height accuracy estimate available here.
 NO0137
 NO0137.Click photographs - Photos may exist for this station.
 NO0137
 NO0137.The dynamic height is computed by dividing the NAVD 88
 NO0137.geopotential number by the normal gravity value computed on the
 NO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0137.degrees latitude (g = 980.6199 gals.).
 NO0137
 NO0137.The modeled gravity was interpolated from observed gravity values.
 NO0137
 NO0137;                    North         East    Units  Estimated Accuracy
 NO0137;SPC NE       -   341,990.      441,250.      MT  (+/- 180 meters Scaled)
 NO0137
 NO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN596523(NAD 83)
 NO0137
 NO0137                          SUPERSEDED SURVEY CONTROL
 NO0137
 NO0137  NGVD 29 (??/??/92)  805.649  (m)         2643.20   (f) ADJ UNCH    1 2
 NO0137
 NO0137.Superseded values are not recommended for survey control.
 NO0137
 NO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0137.See file dsdata.pdf to determine how the superseded data were derived.
 NO0137
 NO0137_MARKER: DD = SURVEY DISK
 NO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0137_STAMPING: 1 HT 1947
 NO0137_MARK LOGO: USGS
 NO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0137+STABILITY: SURFACE MOTION
 NO0137
 NO0137  HISTORY     - Date     Condition        Report By
 NO0137  HISTORY     - 1947     MONUMENTED       USGS
 NO0137  HISTORY     - 1957     GOOD             CGS
 NO0137
 NO0137                          STATION DESCRIPTION
 NO0137
 NO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0137'2 MI E FROM CROOKSTON.
 NO0137'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0137'FROM THE STATION AT CROOKSTON, IN SECTION 22, T. 34 N., R. 29 W.,
 NO0137'8 POLES EAST OF MILE POST 279, 35 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 NO0137'RAIL, 46 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NO0137'7 FEET NORTH OF A POLE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 NO0137'WITNESS POST, 1 FOOT LOWER THAN THE RAIL AND IN THE TOP OF A
 NO0137'CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0578 ***********************************************************************
 NO0578  DESIGNATION -  1 HT RESET
 NO0578  PID         -  NO0578
 NO0578  STATE/COUNTY-  NE/CHERRY
 NO0578  COUNTRY     -  US
 NO0578  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0578
 NO0578                         *CURRENT SURVEY CONTROL
 NO0578  ______________________________________________________________________
 NO0578* NAD 83(1986) POSITION- 42 54 40.     (N) 100 43 10.     (W)   SCALED
 NO0578* NAVD 88 ORTHO HEIGHT -   805.90  (meters)     2644.0   (feet) RESET
 NO0578  ______________________________________________________________________
 NO0578  GEOID HEIGHT    -        -21.535 (meters)                     GEOID18
 NO0578  VERT ORDER      -  THIRD
 NO0578
 NO0578.The horizontal coordinates were scaled from a map and have
 NO0578.an estimated accuracy of +/- 6 seconds.
 NO0578
 NO0578.The orthometric height was computed from unverified reset data.
 NO0578
 NO0578.No vertical observational check was made to the station.
 NO0578
 NO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0578.GEOID18 height accuracy estimate available here.
 NO0578
 NO0578.Click photographs - Photos may exist for this station.
 NO0578
 NO0578;                    North         East    Units  Estimated Accuracy
 NO0578;SPC NE       -   341,990.      441,250.      MT  (+/- 180 meters Scaled)
 NO0578
 NO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN596523(NAD 83)
 NO0578
 NO0578                          SUPERSEDED SURVEY CONTROL
 NO0578
 NO0578  NGVD 29 (01/31/13)  805.59   (m)         2643.0    (f) RESET       3  
 NO0578
 NO0578.Superseded values are not recommended for survey control.
 NO0578
 NO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0578.See file dsdata.pdf to determine how the superseded data were derived.
 NO0578
 NO0578_MARKER: DB = BENCH MARK DISK
 NO0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0578_STAMPING: 1 HT 1947 RESET 1984
 NO0578_MARK LOGO: USGS
 NO0578_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0578
 NO0578  HISTORY     - Date     Condition        Report By
 NO0578  HISTORY     - 1984     MONUMENTED       NGS
 NO0578
 NO0578                          STATION DESCRIPTION
 NO0578
 NO0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NO0578'APPROXIMATELY 2.1 MILES (3.4 KM) SOUTHEAST ALONG US HIGHWAY 20, 8
 NO0578'POLES EAST OF RAILROAD MILEPOST 279, T 34 N, R 29 W, NEAR QUARTER
 NO0578'CORNER BETWEEN SECTIONS 15 AND 22, 63 FEET (19.2 M) NORTH AND 244
 NO0578'FEET (74.4 M) EAST OF HIGHWAY 20 AT QUARTER SECTION LINE FENCE NORTH,
 NO0578'22 FEET (6.7 M) SOUTH OF CENTERLINE OF RAILROAD, SET MIDWAY BETWEEN
 NO0578'TELEPHONE POLE AND GUY WIRE, CENTERED IN A DRAIN TILE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0777 ***********************************************************************
 LG0777  DESIGNATION -  1 J
 LG0777  PID         -  LG0777
 LG0777  STATE/COUNTY-  NE/SALINE
 LG0777  COUNTRY     -  US
 LG0777  USGS QUAD   -  DORCHESTER (2017)
 LG0777
 LG0777                         *CURRENT SURVEY CONTROL
 LG0777  ______________________________________________________________________
 LG0777* NAD 83(1995) POSITION- 40 39 15.56747(N) 097 00 32.36298(W)   NO CHECK
 LG0777* NAVD 88 ORTHO HEIGHT -   439.7   (meters)     1443.    (feet) VERTCON
 LG0777  ______________________________________________________________________
 LG0777  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 LG0777  LAPLACE CORR    -          6.88  (seconds)                    DEFLEC18
 LG0777  HORZ ORDER      -  THIRD
 LG0777  VERT ORDER      -  THIRD ? (See Below)
 LG0777
 LG0777.The horizontal coordinates were established by classical geodetic methods
 LG0777.and adjusted by the National Geodetic Survey in August 1997.
 LG0777
 LG0777.No horizontal observational check was made to the station.
 LG0777
 LG0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0777
 LG0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0777.GEOID18 height accuracy estimate available here.
 LG0777
 LG0777.The vertical order pertains to the NGVD 29 superseded value.
 LG0777
 LG0777.Click photographs - Photos may exist for this station.
 LG0777
 LG0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0777
 LG0777. The following values were computed from the NAD 83(1995) position.
 LG0777
 LG0777;                    North         East     Units Scale Factor Converg.
 LG0777;SPC NE       -    95,527.889   752,850.237   MT  0.99976811   +1 58 55.7
 LG0777;SPC NE       -   313,411.08  2,469,976.15   sFT  0.99976811   +1 58 55.7
 LG0777;UTM  14      - 4,502,290.709   668,323.963   MT  0.99994875   +1 17 50.8
 LG0777
 LG0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0777!SPC NE       -   0.99993522  x   0.99976811  =   0.99970334
 LG0777!UTM  14      -   0.99993522  x   0.99994875  =   0.99988397
 LG0777
 LG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6832302290(NAD 83)
 LG0777
 LG0777                          SUPERSEDED SURVEY CONTROL
 LG0777
 LG0777  NAD 83(1986)-  40 39 15.57535(N)    097 00 32.36193(W) AD(       ) 3
 LG0777  NAD 27      -  40 39 15.55473(N)    097 00 31.24397(W) AD(       ) 3
 LG0777
 LG0777.Superseded values are not recommended for survey control.
 LG0777
 LG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0777.See file dsdata.pdf to determine how the superseded data were derived.
 LG0777
 LG0777_MARKER: DB = BENCH MARK DISK
 LG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0777_STAMPING: 1 J 1934 1942
 LG0777_MARK LOGO: USGS
 LG0777_PROJECTION: FLUSH
 LG0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0777+STABILITY: SURFACE MOTION
 LG0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0777+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1980
 LG0777
 LG0777  HISTORY     - Date     Condition        Report By
 LG0777  HISTORY     - 1934     MONUMENTED       USGS
 LG0777  HISTORY     - 1934     GOOD             USGS
 LG0777  HISTORY     - 19800611 GOOD             NGS
 LG0777
 LG0777                          STATION DESCRIPTION
 LG0777
 LG0777'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (UKN)
 LG0777'THE STATION IS ABOUT 5 MILES EAST OF DORCHESTER, 3-1/2 MILES NORTHWEST
 LG0777'OF CRETE, 2 MILES NORTH OF STATE HIGHWAY 33 AND ON THE RIGHTS-OF-WAY
 LG0777'OF TWO GRAVELED COUNTY ROADS, IN THE NORTHEAST ANGLE OF AN
 LG0777'INTERSECTION.
 LG0777'
 LG0777'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN
 LG0777'CRETE, GO WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2.7 MILES TO A
 LG0777'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0777'2.1 MILES TO A CROSSROAD AND THE MARK.
 LG0777'
 LG0777'IT IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED---1
 LG0777'J-1934 1942--- SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 LG0777'THAT IS FLUSH.  IT IS 35.5 FEET NORTH OF THE CENTERLINE OF THE
 LG0777'CROSSROAD, 26.0 FEET EAST OF THE NORTH/SOUTH ROAD AND 1 FOOT
 LG0777'SOUTHWEST OF A WITNESS POST.  DISTANCES WERE MEASURED ELECTRONICALLY
 LG0777'FROM WEST AND WEST 2 BEING 402.711 METERS SOUTH OF WEST 2, 283.791
 LG0777'METER SOUTHEAST OF WEST.
 LG0777
 LG0777                          STATION RECOVERY (1934)
 LG0777
 LG0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 LG0777'RECOVERED IN GOOD CONDITION.
 LG0777
 LG0777                          STATION RECOVERY (1980)
 LG0777
 LG0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG0777'THE STATION IS ABOUT 5 MI (8.0 KM) EAST-SOUTHEAST FROM DORCHESTER, 3.5
 LG0777'MI (5.6 KM) NORTHWEST FROM CRETE, 2.25 MI (3.62 KM) NORTH FROM STATE
 LG0777'HIGHWAY 33 AND ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD.
 LG0777'TO REACH FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN CRETE, GO
 LG0777'WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2. 7 MI (11.3 KM) TO A
 LG0777'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0777'2.1 MI (3.4 KM) TO A CROSSROAD AND STATION 1J IN THE NORTHEAST ANGLE
 LG0777'OF THE INTERSECTION.
 LG0777'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG0777'WITH THE GROUND.  IT IS 35.5 FT (10.8 M) NORTH FROM THE EAST/WEST
 LG0777'ROAD, 26.0 FT (7.9 M) EAST FROM THE NORTH/SOUTH ROAD AND 1.0 FT
 LG0777'(0.3 M) SOUTHWEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0318 ***********************************************************************
 NO0318  DESIGNATION -  1 K W
 NO0318  PID         -  NO0318
 NO0318  STATE/COUNTY-  NE/CHERRY
 NO0318  COUNTRY     -  US
 NO0318  USGS QUAD   -  MERRIMAN (2017)
 NO0318
 NO0318                         *CURRENT SURVEY CONTROL
 NO0318  ______________________________________________________________________
 NO0318* NAD 83(1986) POSITION- 42 55 32.11   (N) 101 44 15.15   (W)   HD_HELD1
 NO0318* NAVD 88 ORTHO HEIGHT -  1001.725 (meters)     3286.49  (feet) ADJUSTED
 NO0318  ______________________________________________________________________
 NO0318  GEOID HEIGHT    -        -19.282 (meters)                     GEOID18
 NO0318  DYNAMIC HEIGHT  -       1001.283 (meters)     3285.04  (feet) COMP
 NO0318  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 NO0318
 NO0318  VERT ORDER      -  FIRST     CLASS II
 NO0318
 NO0318.The horizontal coordinates were determined by differentially corrected
 NO0318.hand held GPS observations or other comparable positioning techniques
 NO0318.and have an estimated accuracy of +/- 3 meters.
 NO0318
 NO0318.The orthometric height was determined by differential leveling and
 NO0318.adjusted by the NATIONAL GEODETIC SURVEY
 NO0318.in June 1991.
 NO0318
 NO0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0318.GEOID18 height accuracy estimate available here.
 NO0318
 NO0318.Click photographs - Photos may exist for this station.
 NO0318
 NO0318.The dynamic height is computed by dividing the NAVD 88
 NO0318.geopotential number by the normal gravity value computed on the
 NO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0318.degrees latitude (g = 980.6199 gals.).
 NO0318
 NO0318.The modeled gravity was interpolated from observed gravity values.
 NO0318
 NO0318;                    North         East    Units  Estimated Accuracy
 NO0318;SPC NE       -   344,779.9     358,162.6     MT  (+/- 3 meters HH1 GPS) 
 NO0318
 NO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7659256187(NAD 83)
 NO0318
 NO0318                          SUPERSEDED SURVEY CONTROL
 NO0318
 NO0318  NGVD 29 (??/??/92) 1001.297  (m)         3285.09   (f) ADJ UNCH    1 2
 NO0318
 NO0318.Superseded values are not recommended for survey control.
 NO0318
 NO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0318.See file dsdata.pdf to determine how the superseded data were derived.
 NO0318
 NO0318_MARKER: DD = SURVEY DISK
 NO0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0318_STAMPING: 1 K W 1948
 NO0318_MARK LOGO: USGS
 NO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0318+STABILITY: SURFACE MOTION
 NO0318
 NO0318  HISTORY     - Date     Condition        Report By
 NO0318  HISTORY     - 1948     MONUMENTED       USGS
 NO0318  HISTORY     - 1957     GOOD             CGS
 NO0318
 NO0318                          STATION DESCRIPTION
 NO0318
 NO0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0318'1.8 MI W FROM MERRIMAN.
 NO0318'ABOUT 1.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0318'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0318'13., ON THE WEST SIDE OF A SMALL SANDY KNOLL, IN LINE WITH A
 NO0318'ROW OF TELEPHONE POLES, 64 FEET EAST OF MILEPOST 334, 38 1/2
 NO0318'FEET SOUTH OF THE SOUTH RAIL, 43 FEET NORTH OF THE CENTER LINE
 NO0318'OF U.S. HIGHWAY 20, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 NO0318'WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE RAILS AND IN
 NO0318'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0160 ***********************************************************************
 ML0160  DESIGNATION -  10 43
 ML0160  PID         -  ML0160
 ML0160  STATE/COUNTY-  NE/HOWARD
 ML0160  COUNTRY     -  US
 ML0160  USGS QUAD   -  WOLBACH SW (2017)
 ML0160
 ML0160                         *CURRENT SURVEY CONTROL
 ML0160  ______________________________________________________________________
 ML0160* NAD 83(1986) POSITION- 41 16 17.     (N) 098 26 57.     (W)   SCALED
 ML0160* NAVD 88 ORTHO HEIGHT -   549.407 (meters)     1802.51  (feet) ADJUSTED
 ML0160  ______________________________________________________________________
 ML0160  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 ML0160  DYNAMIC HEIGHT  -        549.133 (meters)     1801.61  (feet) COMP
 ML0160  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 ML0160
 ML0160  VERT ORDER      -  SECOND    CLASS 0
 ML0160
 ML0160.The horizontal coordinates were scaled from a map and have
 ML0160.an estimated accuracy of +/- 6 seconds.
 ML0160
 ML0160.The orthometric height was determined by differential leveling and
 ML0160.adjusted by the NATIONAL GEODETIC SURVEY
 ML0160.in June 1991.
 ML0160
 ML0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0160.GEOID18 height accuracy estimate available here.
 ML0160
 ML0160.Click photographs - Photos may exist for this station.
 ML0160
 ML0160.The dynamic height is computed by dividing the NAVD 88
 ML0160.geopotential number by the normal gravity value computed on the
 ML0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0160.degrees latitude (g = 980.6199 gals.).
 ML0160
 ML0160.The modeled gravity was interpolated from observed gravity values.
 ML0160
 ML0160;                    North         East    Units  Estimated Accuracy
 ML0160;SPC NE       -   160,830.      629,890.      MT  (+/- 180 meters Scaled)
 ML0160
 ML0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL461690(NAD 83)
 ML0160
 ML0160                          SUPERSEDED SURVEY CONTROL
 ML0160
 ML0160  NGVD 29 (??/??/92)  549.165  (m)         1801.72   (f) ADJ UNCH    2 0
 ML0160
 ML0160.Superseded values are not recommended for survey control.
 ML0160
 ML0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0160.See file dsdata.pdf to determine how the superseded data were derived.
 ML0160
 ML0160_MARKER: DD = SURVEY DISK
 ML0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0160_STAMPING: 10 43
 ML0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0160+STABILITY: SURFACE MOTION
 ML0160
 ML0160  HISTORY     - Date     Condition        Report By
 ML0160  HISTORY     - UNK      MONUMENTED       BOR
 ML0160  HISTORY     - 1950     GOOD             CGS
 ML0160
 ML0160                          STATION DESCRIPTION
 ML0160
 ML0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0160'4.4 MI N FROM ST PAUL.
 ML0160'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0160'ST. PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, AT THE
 ML0160'JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 96, IN THE
 ML0160'SOUTHWEST CORNER OF A CULTIVATED FIELD, ON TOP OF A BANK, 48 FEET
 ML0160'EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, 39 FEET NORTH OF
 ML0160'THE CENTER LINE OF STATE HIGHWAY 96, 2 FEET NORTHEAST OF A FENCE
 ML0160'CORNER, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0160'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0159 ***********************************************************************
 ML0159  DESIGNATION -  10 43 RESET
 ML0159  PID         -  ML0159
 ML0159  STATE/COUNTY-  NE/HOWARD
 ML0159  COUNTRY     -  US
 ML0159  USGS QUAD   -  WOLBACH SW (2017)
 ML0159
 ML0159                         *CURRENT SURVEY CONTROL
 ML0159  ______________________________________________________________________
 ML0159* NAD 83(1986) POSITION- 41 16 17.     (N) 098 26 59.     (W)   SCALED
 ML0159* NAVD 88 ORTHO HEIGHT -   549.39  (+/-2cm)     1802.5   (feet) VERTCON
 ML0159  ______________________________________________________________________
 ML0159  GEOID HEIGHT    -        -24.608 (meters)                     GEOID18
 ML0159  VERT ORDER      -  THIRD (See Below)
 ML0159
 ML0159.The horizontal coordinates were scaled from a map and have
 ML0159.an estimated accuracy of +/- 6 seconds.
 ML0159
 ML0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0159
 ML0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0159.GEOID18 height accuracy estimate available here.
 ML0159
 ML0159.The vertical order pertains to the NGVD 29 superseded value.
 ML0159
 ML0159.Click photographs - Photos may exist for this station.
 ML0159
 ML0159;                    North         East    Units  Estimated Accuracy
 ML0159;SPC NE       -   160,830.      629,850.      MT  (+/- 180 meters Scaled)
 ML0159
 ML0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460690(NAD 83)
 ML0159
 ML0159                          SUPERSEDED SURVEY CONTROL
 ML0159
 ML0159  NGVD 29 (??/??/??)  549.15   (m)         1801.7    (f) RESET       3  
 ML0159
 ML0159.Superseded values are not recommended for survey control.
 ML0159
 ML0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0159.See file dsdata.pdf to determine how the superseded data were derived.
 ML0159
 ML0159_MARKER: DD = SURVEY DISK
 ML0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0159_STAMPING: 10 43 RESET
 ML0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0159+STABILITY: SURFACE MOTION
 ML0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0159+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0159
 ML0159  HISTORY     - Date     Condition        Report By
 ML0159  HISTORY     - 1956     MONUMENTED       BOR
 ML0159  HISTORY     - 20100601 GOOD             NEGS
 ML0159
 ML0159                          STATION DESCRIPTION
 ML0159
 ML0159'DESCRIBED BY US BUREAU OF RECLAMATION 1956
 ML0159'4 MI N FROM ST PAUL.
 ML0159'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING EAST
 ML0159'FOR 0.3 MILE ON THE MAIN STREET, THENCE NORTH ALONG U.S. HIGHWAY
 ML0159'281 FOR 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY 96 EAST AND
 ML0159'THE MARK IN THE NORTHEAST ANGLE OF THE JUNCTION.  THE MARK IS
 ML0159'180 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281, 38 FEET NORTH
 ML0159'OF THE CENTER OF STATE HIGHWAY 96, 5 FEET SOUTH OF A TELEPHONE
 ML0159'POLE, 5 FEET NORTH OF A POWER POLE, AND 1 FOOT WEST OF A WHITE
 ML0159'WITNESS POST.  THE DISK, A STANDARD U.S. BUREAU OF RECLAMATION
 ML0159'DISK, SET IN AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 ML0159'IS STAMPED 10 43.
 ML0159
 ML0159                          STATION RECOVERY (2010)
 ML0159
 ML0159'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0159'DESCRIBED BY NEBRASKA GEODETIC SURVEY,
 ML0159'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 92 AT
 ML0159'ST. PAUL, NE., GO NORTH ON U.S. HIGHWAY 281 FOR 3.37 MILES TO THE
 ML0159'INTERSECTION OF CUSHING ROAD AND THE MARK IN THE NORTHEAST ANGLE OF
 ML0159'THE INTERSECTION. THE MARK IS 181 FEET EAST OF U.S. HIGHWAY 281, 38
 ML0159'FEET NORTH OF CUSHING RAOD, 5 FEET NORTH OF A POWER POLE, 1 FOOT WEST
 ML0159'OF A FIBERGLASS WITNESS POST. THE DISK, A STANDARD U.S. BUREAU OF
 ML0159'RECLAMATION DISK, SET IN AN 8 X 8 CONCRETE POST WHICH IS FLUSH WITH
 ML0159'THE GROUND.
 ML0159'NOTE- MARK IS NOT STAMPED RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0156 ***********************************************************************
 ML0156  DESIGNATION -  10 44
 ML0156  PID         -  ML0156
 ML0156  STATE/COUNTY-  NE/HOWARD
 ML0156  COUNTRY     -  US
 ML0156  USGS QUAD   -  WOLBACH SW (2017)
 ML0156
 ML0156                         *CURRENT SURVEY CONTROL
 ML0156  ______________________________________________________________________
 ML0156* NAD 83(1986) POSITION- 41 16 03.     (N) 098 27 00.     (W)   SCALED
 ML0156* NAVD 88 ORTHO HEIGHT -   540.110 (meters)     1772.01  (feet) ADJUSTED
 ML0156  ______________________________________________________________________
 ML0156  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 ML0156  DYNAMIC HEIGHT  -        539.840 (meters)     1771.13  (feet) COMP
 ML0156  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 ML0156
 ML0156  VERT ORDER      -  SECOND    CLASS 0
 ML0156
 ML0156.The horizontal coordinates were scaled from a map and have
 ML0156.an estimated accuracy of +/- 6 seconds.
 ML0156
 ML0156.The orthometric height was determined by differential leveling and
 ML0156.adjusted by the NATIONAL GEODETIC SURVEY
 ML0156.in June 1991.
 ML0156
 ML0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0156.GEOID18 height accuracy estimate available here.
 ML0156
 ML0156.Click photographs - Photos may exist for this station.
 ML0156
 ML0156.The dynamic height is computed by dividing the NAVD 88
 ML0156.geopotential number by the normal gravity value computed on the
 ML0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0156.degrees latitude (g = 980.6199 gals.).
 ML0156
 ML0156.The modeled gravity was interpolated from observed gravity values.
 ML0156
 ML0156;                    North         East    Units  Estimated Accuracy
 ML0156;SPC NE       -   160,390.      629,830.      MT  (+/- 180 meters Scaled)
 ML0156
 ML0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460685(NAD 83)
 ML0156
 ML0156                          SUPERSEDED SURVEY CONTROL
 ML0156
 ML0156  NGVD 29 (??/??/92)  539.867  (m)         1771.21   (f) ADJ UNCH    2 0
 ML0156
 ML0156.Superseded values are not recommended for survey control.
 ML0156
 ML0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0156.See file dsdata.pdf to determine how the superseded data were derived.
 ML0156
 ML0156_MARKER: DD = SURVEY DISK
 ML0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0156_STAMPING: 10 44
 ML0156_PROJECTION: FLUSH
 ML0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0156+STABILITY: SURFACE MOTION
 ML0156
 ML0156  HISTORY     - Date     Condition        Report By
 ML0156  HISTORY     - UNK      MONUMENTED       BOR
 ML0156  HISTORY     - 1950     GOOD             CGS
 ML0156  HISTORY     - 20100601 MARK NOT FOUND   NEGS
 ML0156
 ML0156                          STATION DESCRIPTION
 ML0156
 ML0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0156'4.1 MI N FROM ST PAUL.
 ML0156'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0156'ST. PAUL, THENCE 3.8 MILES NORTH ALONG U.S. HIGHWAY 281, 0.2
 ML0156'MILE NORTH OF THE NORTH END OF THE BRIDGE OVER THE NORTH LOUP
 ML0156'RIVER, AT A T ROAD JUNCTION, 60 FEET WEST OF THE CENTER LINE OF
 ML0156'THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 ML0156'WEST, 21 FEET WEST OF A POWER POLE, 6 FEET WEST OF THE CENTER OF
 ML0156'A GATE, 3 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST,
 ML0156'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0156
 ML0156                          STATION RECOVERY (2010)
 ML0156
 ML0156'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0155 ***********************************************************************
 ML0155  DESIGNATION -  10 44 RESET
 ML0155  PID         -  ML0155
 ML0155  STATE/COUNTY-  NE/HOWARD
 ML0155  COUNTRY     -  US
 ML0155  USGS QUAD   -  WOLBACH SW (2017)
 ML0155
 ML0155                         *CURRENT SURVEY CONTROL
 ML0155  ______________________________________________________________________
 ML0155* NAD 83(1986) POSITION- 41 16 03.     (N) 098 27 00.     (W)   SCALED
 ML0155* NAVD 88 ORTHO HEIGHT -   539.90  (+/-2cm)     1771.3   (feet) VERTCON
 ML0155  ______________________________________________________________________
 ML0155  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 ML0155  VERT ORDER      -  THIRD (See Below)
 ML0155
 ML0155.The horizontal coordinates were scaled from a map and have
 ML0155.an estimated accuracy of +/- 6 seconds.
 ML0155
 ML0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0155
 ML0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0155.GEOID18 height accuracy estimate available here.
 ML0155
 ML0155.The vertical order pertains to the NGVD 29 superseded value.
 ML0155
 ML0155.Click photographs - Photos may exist for this station.
 ML0155
 ML0155;                    North         East    Units  Estimated Accuracy
 ML0155;SPC NE       -   160,390.      629,830.      MT  (+/- 180 meters Scaled)
 ML0155
 ML0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460685(NAD 83)
 ML0155
 ML0155                          SUPERSEDED SURVEY CONTROL
 ML0155
 ML0155  NGVD 29 (??/??/??)  539.65   (m)         1770.5    (f) RESET       3  
 ML0155
 ML0155.Superseded values are not recommended for survey control.
 ML0155
 ML0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0155.See file dsdata.pdf to determine how the superseded data were derived.
 ML0155
 ML0155_MARKER: DB = BENCH MARK DISK
 ML0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0155_STAMPING: 10 44 USBR RESET
 ML0155_PROJECTION: FLUSH
 ML0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0155+STABILITY: SURFACE MOTION
 ML0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0155+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0155
 ML0155  HISTORY     - Date     Condition        Report By
 ML0155  HISTORY     - 1956     MONUMENTED       BOR
 ML0155  HISTORY     - 20100601 GOOD             NEGS
 ML0155
 ML0155                          STATION DESCRIPTION
 ML0155
 ML0155'DESCRIBED BY US BUREAU OF RECLAMATION 1956
 ML0155'3.7 MI N FROM ST PAUL.
 ML0155'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0155'EAST FOR 0.3 MILE ON THE MAIN STREET, THENCE NORTH ON U.S. HIGHWAY
 ML0155'281 FOR 3.7 MILES TO A T-ROAD WEST.  THE MARK IS 0.3 MILE NORTH
 ML0155'OF THE BRIDGE OVER THE NORTH LOUP RIVER, 130 FEET WEST OF THE
 ML0155'CENTER OF U.S. HIGHWAY 281, 38 FEET NORTH OF THE CENTER OF A
 ML0155'GRAVEL ROAD, 4 FEET OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS
 ML0155'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE
 ML0155'SURFACE OF THE GROUND AND THE DISK IS STAMPED 10 44.  IT IS A
 ML0155'UNITED STATES BUREAU OF RECLAMATION STANDARD DISK SET IN TOP OF
 ML0155'A CONCRETE POST.
 ML0155
 ML0155                          STATION RECOVERY (2010)
 ML0155
 ML0155'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0155'DESCRIBED BY THE NEBRASKA GEODETICS SURVEY
 ML0155'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 281
 ML0155'AND STATE HIGHWAY 92 AT ST. PAUL, NE.,
 ML0155'GO NORTH ON U.S. HIGHWAY 281 FOR 3.12 MILES
 ML0155'TO THE INTERSECTION OF ALEXANDER AVENUE AND
 ML0155'THE MARK IN THE NORTHWEST ANGLE OF THE T-INTERSECTION.
 ML0155'THE MARK IS 131 FEET WEST OF U.S. HIGHWAY 281, 42 FEET
 ML0155'NORTH OF ALEXANDER AVENUE, 4 FEET NORTH OF A FENCE
 ML0155'CORNER AND 1.5 FOOT WEST OF A FIBERGLASS WITNESS POST
 ML0155'SET IN THE NORTH-SOUTH FENCE LINE. THE MARK IS A
 ML0155'STANDARD U.S. BUREAU OF RECLAMATION DISK, SET IN
 ML0155'A CONCRETE POST STAMPED 10 44 USBR RESET AND FLUSH
 ML0155'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0194 ***********************************************************************
 ML0194  DESIGNATION -  10 46
 ML0194  PID         -  ML0194
 ML0194  STATE/COUNTY-  NE/HOWARD
 ML0194  COUNTRY     -  US
 ML0194  USGS QUAD   -  WOLBACH SW (2017)
 ML0194
 ML0194                         *CURRENT SURVEY CONTROL
 ML0194  ______________________________________________________________________
 ML0194* NAD 83(1986) POSITION- 41 16 20.     (N) 098 25 51.     (W)   SCALED
 ML0194* NAVD 88 ORTHO HEIGHT -   545.711 (meters)     1790.39  (feet) ADJUSTED
 ML0194  ______________________________________________________________________
 ML0194  GEOID HEIGHT    -        -24.631 (meters)                     GEOID18
 ML0194  DYNAMIC HEIGHT  -        545.438 (meters)     1789.49  (feet) COMP
 ML0194  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 ML0194
 ML0194  VERT ORDER      -  SECOND    CLASS 0
 ML0194
 ML0194.The horizontal coordinates were scaled from a map and have
 ML0194.an estimated accuracy of +/- 6 seconds.
 ML0194
 ML0194.The orthometric height was determined by differential leveling and
 ML0194.adjusted by the NATIONAL GEODETIC SURVEY
 ML0194.in June 1991.
 ML0194
 ML0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0194.GEOID18 height accuracy estimate available here.
 ML0194
 ML0194.Click photographs - Photos may exist for this station.
 ML0194
 ML0194.The dynamic height is computed by dividing the NAVD 88
 ML0194.geopotential number by the normal gravity value computed on the
 ML0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0194.degrees latitude (g = 980.6199 gals.).
 ML0194
 ML0194.The modeled gravity was interpolated from observed gravity values.
 ML0194
 ML0194;                    North         East    Units  Estimated Accuracy
 ML0194;SPC NE       -   160,950.      631,430.      MT  (+/- 180 meters Scaled)
 ML0194
 ML0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL476691(NAD 83)
 ML0194
 ML0194                          SUPERSEDED SURVEY CONTROL
 ML0194
 ML0194  NGVD 29 (??/??/92)  545.469  (m)         1789.59   (f) ADJ UNCH    2 0
 ML0194
 ML0194.Superseded values are not recommended for survey control.
 ML0194
 ML0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0194.See file dsdata.pdf to determine how the superseded data were derived.
 ML0194
 ML0194_MARKER: DD = SURVEY DISK
 ML0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0194_STAMPING: 10 46
 ML0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0194+STABILITY: SURFACE MOTION
 ML0194
 ML0194  HISTORY     - Date     Condition        Report By
 ML0194  HISTORY     - UNK      MONUMENTED       BOR
 ML0194  HISTORY     - 1950     GOOD             CGS
 ML0194
 ML0194                          STATION DESCRIPTION
 ML0194
 ML0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0194'5.4 MI N FROM ST PAUL.
 ML0194'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0194'ST. PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE
 ML0194'1.0 MILE EAST ALONG STATE HIGHWAY 96, JUST NORTH OF A CURVE IN
 ML0194'THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0194'42 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST
 ML0194'TO A FARMHOUSE, 4 FEET NORTHEAST OF A FENCE CORNER, 4 FEET
 ML0194'EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0194'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0196 ***********************************************************************
 ML0196  DESIGNATION -  10 47
 ML0196  PID         -  ML0196
 ML0196  STATE/COUNTY-  NE/HOWARD
 ML0196  COUNTRY     -  US
 ML0196  USGS QUAD   -  WOLBACH SW (2017)
 ML0196
 ML0196                         *CURRENT SURVEY CONTROL
 ML0196  ______________________________________________________________________
 ML0196* NAD 83(1986) POSITION- 41 17 04.     (N) 098 25 35.     (W)   SCALED
 ML0196* NAVD 88 ORTHO HEIGHT -   568.978 (meters)     1866.72  (feet) ADJUSTED
 ML0196  ______________________________________________________________________
 ML0196  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 ML0196  DYNAMIC HEIGHT  -        568.694 (meters)     1865.79  (feet) COMP
 ML0196  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 ML0196
 ML0196  VERT ORDER      -  SECOND    CLASS 0
 ML0196
 ML0196.The horizontal coordinates were scaled from a map and have
 ML0196.an estimated accuracy of +/- 6 seconds.
 ML0196
 ML0196.The orthometric height was determined by differential leveling and
 ML0196.adjusted by the NATIONAL GEODETIC SURVEY
 ML0196.in June 1991.
 ML0196
 ML0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0196.GEOID18 height accuracy estimate available here.
 ML0196
 ML0196.Click photographs - Photos may exist for this station.
 ML0196
 ML0196.The dynamic height is computed by dividing the NAVD 88
 ML0196.geopotential number by the normal gravity value computed on the
 ML0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0196.degrees latitude (g = 980.6199 gals.).
 ML0196
 ML0196.The modeled gravity was interpolated from observed gravity values.
 ML0196
 ML0196;                    North         East    Units  Estimated Accuracy
 ML0196;SPC NE       -   162,310.      631,770.      MT  (+/- 180 meters Scaled)
 ML0196
 ML0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL480704(NAD 83)
 ML0196
 ML0196                          SUPERSEDED SURVEY CONTROL
 ML0196
 ML0196  NGVD 29 (??/??/92)  568.734  (m)         1865.92   (f) ADJ UNCH    2 0
 ML0196
 ML0196.Superseded values are not recommended for survey control.
 ML0196
 ML0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0196.See file dsdata.pdf to determine how the superseded data were derived.
 ML0196
 ML0196_MARKER: DD = SURVEY DISK
 ML0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0196_STAMPING: 10 47
 ML0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0196+STABILITY: SURFACE MOTION
 ML0196
 ML0196  HISTORY     - Date     Condition        Report By
 ML0196  HISTORY     - UNK      MONUMENTED       BOR
 ML0196  HISTORY     - 1950     GOOD             CGS
 ML0196
 ML0196                          STATION DESCRIPTION
 ML0196
 ML0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0196'6.5 MI NE FROM ST PAUL.
 ML0196'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT ST.
 ML0196'PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE
 ML0196'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 96, ON THE OUTSIDE OF
 ML0196'A CURVE IN THE HIGHWAY, 200 FEET NORTHEAST OF A FARMHOUSE, 33
 ML0196'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET
 ML0196'SOUTHWEST OF THE TOP OF A HILL, 3 FEET SOUTH OF A POWER POLE,
 ML0196'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0196'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS
 ML0196'LOCATED 0.2 MILE WEST OF BENCH MARK M 306.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0200 ***********************************************************************
 ML0200  DESIGNATION -  10 49
 ML0200  PID         -  ML0200
 ML0200  STATE/COUNTY-  NE/HOWARD
 ML0200  COUNTRY     -  US
 ML0200  USGS QUAD   -  WOLBACH SW (2017)
 ML0200
 ML0200                         *CURRENT SURVEY CONTROL
 ML0200  ______________________________________________________________________
 ML0200* NAD 83(1986) POSITION- 41 17 04.     (N) 098 24 05.     (W)   SCALED
 ML0200* NAVD 88 ORTHO HEIGHT -   547.219 (meters)     1795.33  (feet) ADJUSTED
 ML0200  ______________________________________________________________________
 ML0200  GEOID HEIGHT    -        -24.653 (meters)                     GEOID18
 ML0200  DYNAMIC HEIGHT  -        546.946 (meters)     1794.44  (feet) COMP
 ML0200  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 ML0200
 ML0200  VERT ORDER      -  SECOND    CLASS 0
 ML0200
 ML0200.The horizontal coordinates were scaled from a map and have
 ML0200.an estimated accuracy of +/- 6 seconds.
 ML0200
 ML0200.The orthometric height was determined by differential leveling and
 ML0200.adjusted by the NATIONAL GEODETIC SURVEY
 ML0200.in June 1991.
 ML0200
 ML0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0200.GEOID18 height accuracy estimate available here.
 ML0200
 ML0200.Click photographs - Photos may exist for this station.
 ML0200
 ML0200.The dynamic height is computed by dividing the NAVD 88
 ML0200.geopotential number by the normal gravity value computed on the
 ML0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0200.degrees latitude (g = 980.6199 gals.).
 ML0200
 ML0200.The modeled gravity was interpolated from observed gravity values.
 ML0200
 ML0200;                    North         East    Units  Estimated Accuracy
 ML0200;SPC NE       -   162,350.      633,870.      MT  (+/- 180 meters Scaled)
 ML0200
 ML0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL501705(NAD 83)
 ML0200
 ML0200                          SUPERSEDED SURVEY CONTROL
 ML0200
 ML0200  NGVD 29 (??/??/92)  546.978  (m)         1794.54   (f) ADJ UNCH    2 0
 ML0200
 ML0200.Superseded values are not recommended for survey control.
 ML0200
 ML0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0200.See file dsdata.pdf to determine how the superseded data were derived.
 ML0200
 ML0200_MARKER: DD = SURVEY DISK
 ML0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0200_STAMPING: 10 49
 ML0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0200+STABILITY: SURFACE MOTION
 ML0200
 ML0200  HISTORY     - Date     Condition        Report By
 ML0200  HISTORY     - UNK      MONUMENTED       BOR
 ML0200  HISTORY     - 1950     GOOD             CGS
 ML0200
 ML0200                          STATION DESCRIPTION
 ML0200
 ML0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0200'2.5 MI SW FROM CUSHING.
 ML0200'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0200'AT CUSHING, 300 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0200'34 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 11 FEET
 ML0200'NORTH OF THE CENTER OF A GATE, 28 FEET NORTH OF BENCH MARK H
 ML0200'306, 2 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET SOUTH OF A
 ML0200'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0200'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0205 ***********************************************************************
 ML0205  DESIGNATION -  10 50
 ML0205  PID         -  ML0205
 ML0205  STATE/COUNTY-  NE/HOWARD
 ML0205  COUNTRY     -  US
 ML0205  USGS QUAD   -  WOLBACH SW (2017)
 ML0205
 ML0205                         *CURRENT SURVEY CONTROL
 ML0205  ______________________________________________________________________
 ML0205* NAD 83(1986) POSITION- 41 17 06.     (N) 098 22 59.     (W)   SCALED
 ML0205* NAVD 88 ORTHO HEIGHT -   541.784 (meters)     1777.50  (feet) ADJUSTED
 ML0205  ______________________________________________________________________
 ML0205  GEOID HEIGHT    -        -24.674 (meters)                     GEOID18
 ML0205  DYNAMIC HEIGHT  -        541.514 (meters)     1776.62  (feet) COMP
 ML0205  MODELED GRAVITY -    980,108.9   (mgal)                       NAVD 88
 ML0205
 ML0205  VERT ORDER      -  SECOND    CLASS 0
 ML0205
 ML0205.The horizontal coordinates were scaled from a map and have
 ML0205.an estimated accuracy of +/- 6 seconds.
 ML0205
 ML0205.The orthometric height was determined by differential leveling and
 ML0205.adjusted by the NATIONAL GEODETIC SURVEY
 ML0205.in June 1991.
 ML0205
 ML0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0205.GEOID18 height accuracy estimate available here.
 ML0205
 ML0205.Click photographs - Photos may exist for this station.
 ML0205
 ML0205.The dynamic height is computed by dividing the NAVD 88
 ML0205.geopotential number by the normal gravity value computed on the
 ML0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0205.degrees latitude (g = 980.6199 gals.).
 ML0205
 ML0205.The modeled gravity was interpolated from observed gravity values.
 ML0205
 ML0205;                    North         East    Units  Estimated Accuracy
 ML0205;SPC NE       -   162,440.      635,400.      MT  (+/- 180 meters Scaled)
 ML0205
 ML0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL516705(NAD 83)
 ML0205
 ML0205                          SUPERSEDED SURVEY CONTROL
 ML0205
 ML0205  NGVD 29 (??/??/92)  541.544  (m)         1776.72   (f) ADJ UNCH    2 0
 ML0205
 ML0205.Superseded values are not recommended for survey control.
 ML0205
 ML0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0205.See file dsdata.pdf to determine how the superseded data were derived.
 ML0205
 ML0205_MARKER: DD = SURVEY DISK
 ML0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0205_STAMPING: 10 50
 ML0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0205+STABILITY: SURFACE MOTION
 ML0205
 ML0205  HISTORY     - Date     Condition        Report By
 ML0205  HISTORY     - UNK      MONUMENTED       BOR
 ML0205  HISTORY     - 1950     GOOD             CGS
 ML0205
 ML0205                          STATION DESCRIPTION
 ML0205
 ML0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0205'1.5 MI SW FROM CUSHING.
 ML0205'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0205'AT CUSHING, AT A T ROAD JUNCTION, 38 FEET NORTH OF THE CENTER
 ML0205'LINE OF THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF A ROAD
 ML0205'LEADING NORTH, 14 FEET WEST OF TELEPHONE POLE 299 1/2, 8 FEET
 ML0205'SOUTHWEST OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN
 ML0205'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0205'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0206 ***********************************************************************
 ML0206  DESIGNATION -  10 52
 ML0206  PID         -  ML0206
 ML0206  STATE/COUNTY-  NE/HOWARD
 ML0206  COUNTRY     -  US
 ML0206  USGS QUAD   -  CUSHING (2017)
 ML0206
 ML0206                         *CURRENT SURVEY CONTROL
 ML0206  ______________________________________________________________________
 ML0206* NAD 83(1986) POSITION- 41 17 06.     (N) 098 20 43.     (W)   SCALED
 ML0206* NAVD 88 ORTHO HEIGHT -   534.347 (meters)     1753.10  (feet) ADJUSTED
 ML0206  ______________________________________________________________________
 ML0206  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 ML0206  DYNAMIC HEIGHT  -        534.082 (meters)     1752.23  (feet) COMP
 ML0206  MODELED GRAVITY -    980,111.3   (mgal)                       NAVD 88
 ML0206
 ML0206  VERT ORDER      -  SECOND    CLASS 0
 ML0206
 ML0206.The horizontal coordinates were scaled from a map and have
 ML0206.an estimated accuracy of +/- 6 seconds.
 ML0206
 ML0206.The orthometric height was determined by differential leveling and
 ML0206.adjusted by the NATIONAL GEODETIC SURVEY
 ML0206.in June 1991.
 ML0206
 ML0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0206.GEOID18 height accuracy estimate available here.
 ML0206
 ML0206.Click photographs - Photos may exist for this station.
 ML0206
 ML0206.The dynamic height is computed by dividing the NAVD 88
 ML0206.geopotential number by the normal gravity value computed on the
 ML0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0206.degrees latitude (g = 980.6199 gals.).
 ML0206
 ML0206.The modeled gravity was interpolated from observed gravity values.
 ML0206
 ML0206;                    North         East    Units  Estimated Accuracy
 ML0206;SPC NE       -   162,500.      638,560.      MT  (+/- 180 meters Scaled)
 ML0206
 ML0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL548706(NAD 83)
 ML0206
 ML0206                          SUPERSEDED SURVEY CONTROL
 ML0206
 ML0206  NGVD 29 (??/??/92)  534.110  (m)         1752.33   (f) ADJ UNCH    2 0
 ML0206
 ML0206.Superseded values are not recommended for survey control.
 ML0206
 ML0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0206.See file dsdata.pdf to determine how the superseded data were derived.
 ML0206
 ML0206_MARKER: DD = SURVEY DISK
 ML0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0206_STAMPING: 10 52
 ML0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0206+STABILITY: SURFACE MOTION
 ML0206
 ML0206  HISTORY     - Date     Condition        Report By
 ML0206  HISTORY     - UNK      MONUMENTED       BOR
 ML0206  HISTORY     - 1950     GOOD             CGS
 ML0206
 ML0206                          STATION DESCRIPTION
 ML0206
 ML0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0206'1.4 MI SE FROM CUSHING.
 ML0206'1.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0206'RAILROAD FROM THE STATION AT CUSHING, AT A ROAD CROSSING, 57 FEET
 ML0206'NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD,
 ML0206'51 FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET NORTHWEST OF A
 ML0206'TELEPHONE POLE, 3 FEET EAST OF A FENCE, 2.6 FEET NORTHEAST OF
 ML0206'A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 ML0206'OF A 3 INCH PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 ML0206'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0208 ***********************************************************************
 ML0208  DESIGNATION -  10 54
 ML0208  PID         -  ML0208
 ML0208  STATE/COUNTY-  NE/HOWARD
 ML0208  COUNTRY     -  US
 ML0208  USGS QUAD   -  CUSHING (2017)
 ML0208
 ML0208                         *CURRENT SURVEY CONTROL
 ML0208  ______________________________________________________________________
 ML0208* NAD 83(1986) POSITION- 41 17 06.     (N) 098 18 21.     (W)   SCALED
 ML0208* NAVD 88 ORTHO HEIGHT -   528.116 (meters)     1732.66  (feet) ADJUSTED
 ML0208  ______________________________________________________________________
 ML0208  GEOID HEIGHT    -        -24.740 (meters)                     GEOID18
 ML0208  DYNAMIC HEIGHT  -        527.856 (meters)     1731.81  (feet) COMP
 ML0208  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 ML0208
 ML0208  VERT ORDER      -  SECOND    CLASS 0
 ML0208
 ML0208.The horizontal coordinates were scaled from a map and have
 ML0208.an estimated accuracy of +/- 6 seconds.
 ML0208
 ML0208.The orthometric height was determined by differential leveling and
 ML0208.adjusted by the NATIONAL GEODETIC SURVEY
 ML0208.in June 1991.
 ML0208
 ML0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0208.GEOID18 height accuracy estimate available here.
 ML0208
 ML0208.Click photographs - Photos may exist for this station.
 ML0208
 ML0208.The dynamic height is computed by dividing the NAVD 88
 ML0208.geopotential number by the normal gravity value computed on the
 ML0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0208.degrees latitude (g = 980.6199 gals.).
 ML0208
 ML0208.The modeled gravity was interpolated from observed gravity values.
 ML0208
 ML0208;                    North         East    Units  Estimated Accuracy
 ML0208;SPC NE       -   162,560.      641,870.      MT  (+/- 180 meters Scaled)
 ML0208
 ML0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL581706(NAD 83)
 ML0208
 ML0208                          SUPERSEDED SURVEY CONTROL
 ML0208
 ML0208  NGVD 29 (??/??/92)  527.882  (m)         1731.89   (f) ADJ UNCH    2 0
 ML0208
 ML0208.Superseded values are not recommended for survey control.
 ML0208
 ML0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0208.See file dsdata.pdf to determine how the superseded data were derived.
 ML0208
 ML0208_MARKER: DD = SURVEY DISK
 ML0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0208_STAMPING: 10 54
 ML0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0208+STABILITY: SURFACE MOTION
 ML0208
 ML0208  HISTORY     - Date     Condition        Report By
 ML0208  HISTORY     - UNK      MONUMENTED       BOR
 ML0208  HISTORY     - 1950     GOOD             CGS
 ML0208
 ML0208                          STATION DESCRIPTION
 ML0208
 ML0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0208'4.1 MI E FROM CUSHING.
 ML0208'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0208'CUSHING, THENCE 3.3 MILES EAST ALONG A DIRT ROAD, 0.2 MILE
 ML0208'WEST OF A FARMHOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 46
 ML0208'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST
 ML0208'OF THE CENTER OF THE SOUTH END OF A LARGE PIPE CULVERT, 5 FEET
 ML0208'EAST OF A POWER POLE, 2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 ML0208'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0208'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0213 ***********************************************************************
 ML0213  DESIGNATION -  10 55
 ML0213  PID         -  ML0213
 ML0213  STATE/COUNTY-  NE/HOWARD
 ML0213  COUNTRY     -  US
 ML0213  USGS QUAD   -  CUSHING (2017)
 ML0213
 ML0213                         *CURRENT SURVEY CONTROL
 ML0213  ______________________________________________________________________
 ML0213* NAD 83(1986) POSITION- 41 17 08.     (N) 098 17 13.     (W)   SCALED
 ML0213* NAVD 88 ORTHO HEIGHT -   541.351 (meters)     1776.08  (feet) ADJUSTED
 ML0213  ______________________________________________________________________
 ML0213  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 ML0213  DYNAMIC HEIGHT  -        541.086 (meters)     1775.21  (feet) COMP
 ML0213  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 ML0213
 ML0213  VERT ORDER      -  SECOND    CLASS 0
 ML0213
 ML0213.The horizontal coordinates were scaled from a map and have
 ML0213.an estimated accuracy of +/- 6 seconds.
 ML0213
 ML0213.The orthometric height was determined by differential leveling and
 ML0213.adjusted by the NATIONAL GEODETIC SURVEY
 ML0213.in June 1991.
 ML0213
 ML0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0213.GEOID18 height accuracy estimate available here.
 ML0213
 ML0213.Click photographs - Photos may exist for this station.
 ML0213
 ML0213.The dynamic height is computed by dividing the NAVD 88
 ML0213.geopotential number by the normal gravity value computed on the
 ML0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0213.degrees latitude (g = 980.6199 gals.).
 ML0213
 ML0213.The modeled gravity was interpolated from observed gravity values.
 ML0213
 ML0213;                    North         East    Units  Estimated Accuracy
 ML0213;SPC NE       -   162,660.      643,450.      MT  (+/- 180 meters Scaled)
 ML0213
 ML0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL597707(NAD 83)
 ML0213
 ML0213                          SUPERSEDED SURVEY CONTROL
 ML0213
 ML0213  NGVD 29 (??/??/92)  541.117  (m)         1775.31   (f) ADJ UNCH    2 0
 ML0213
 ML0213.Superseded values are not recommended for survey control.
 ML0213
 ML0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0213.See file dsdata.pdf to determine how the superseded data were derived.
 ML0213
 ML0213_MARKER: DD = SURVEY DISK
 ML0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0213_STAMPING: 10 55
 ML0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0213+STABILITY: SURFACE MOTION
 ML0213
 ML0213  HISTORY     - Date     Condition        Report By
 ML0213  HISTORY     - UNK      MONUMENTED       BOR
 ML0213  HISTORY     - 1950     GOOD             CGS
 ML0213
 ML0213                          STATION DESCRIPTION
 ML0213
 ML0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0213'5.1 MI E FROM CUSHING.
 ML0213'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0213'CUSHING, THENCE 4.3 MILES EAST ALONG A DIRT ROAD, AT THE
 ML0213'HOWARD-MERRICK COUNTY LINE, IN THE SOUTHEAST CORNER OF AN
 ML0213'ABANDONED SCHOOL YARD, 33 FEET NORTH OF THE CENTER LINE OF THE
 ML0213'EAST AND WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE ROAD
 ML0213'LEADING NORTH, 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ML0213'THE SCHOOL BUILDING, 134 FEET SOUTHEAST OF BENCH MARK X 306,
 ML0213'1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0213'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0212 ***********************************************************************
 ML0212  DESIGNATION -  10 56
 ML0212  PID         -  ML0212
 ML0212  STATE/COUNTY-  NE/MERRICK
 ML0212  COUNTRY     -  US
 ML0212  USGS QUAD   -  CUSHING (2017)
 ML0212
 ML0212                         *CURRENT SURVEY CONTROL
 ML0212  ______________________________________________________________________
 ML0212* NAD 83(1986) POSITION- 41 17 09.     (N) 098 16 29.     (W)   SCALED
 ML0212* NAVD 88 ORTHO HEIGHT -   535.592 (meters)     1757.19  (feet) ADJUSTED
 ML0212  ______________________________________________________________________
 ML0212  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 ML0212  DYNAMIC HEIGHT  -        535.330 (meters)     1756.33  (feet) COMP
 ML0212  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 ML0212
 ML0212  VERT ORDER      -  SECOND    CLASS 0
 ML0212
 ML0212.The horizontal coordinates were scaled from a map and have
 ML0212.an estimated accuracy of +/- 6 seconds.
 ML0212
 ML0212.The orthometric height was determined by differential leveling and
 ML0212.adjusted by the NATIONAL GEODETIC SURVEY
 ML0212.in June 1991.
 ML0212
 ML0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0212.GEOID18 height accuracy estimate available here.
 ML0212
 ML0212.Click photographs - Photos may exist for this station.
 ML0212
 ML0212.The dynamic height is computed by dividing the NAVD 88
 ML0212.geopotential number by the normal gravity value computed on the
 ML0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0212.degrees latitude (g = 980.6199 gals.).
 ML0212
 ML0212.The modeled gravity was interpolated from observed gravity values.
 ML0212
 ML0212;                    North         East    Units  Estimated Accuracy
 ML0212;SPC NE       -   162,710.      644,470.      MT  (+/- 180 meters Scaled)
 ML0212
 ML0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL607707(NAD 83)
 ML0212
 ML0212                          SUPERSEDED SURVEY CONTROL
 ML0212
 ML0212  NGVD 29 (??/??/92)  535.358  (m)         1756.42   (f) ADJ UNCH    2 0
 ML0212
 ML0212.Superseded values are not recommended for survey control.
 ML0212
 ML0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0212.See file dsdata.pdf to determine how the superseded data were derived.
 ML0212
 ML0212_MARKER: DB = BENCH MARK DISK
 ML0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0212_STAMPING: 10 56
 ML0212_MARK LOGO: BOR
 ML0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0212+STABILITY: SURFACE MOTION
 ML0212
 ML0212  HISTORY     - Date     Condition        Report By
 ML0212  HISTORY     - UNK      MONUMENTED       BOR
 ML0212  HISTORY     - 1950     GOOD             CGS
 ML0212
 ML0212                          STATION DESCRIPTION
 ML0212
 ML0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0212'5.7 MI E FROM CUSHING.
 ML0212'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0212'CUSHING, THENCE 4.9 MILES EAST ALONG A DIRT ROAD, ON THE INSIDE
 ML0212'OF A CURVE IN THE ROAD, ACROSS THE ROAD FROM A CREAM COLORED
 ML0212'FARMHOUSE, 89 FEET WEST OF THE CENTER OF A GATE, 49 FEET EAST
 ML0212'OF A FENCE CORNER, 34 FEET SOUTH OF THE CENTER LINE OF THE
 ML0212'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 ML0212'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0212'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0214 ***********************************************************************
 ML0214  DESIGNATION -  10 57
 ML0214  PID         -  ML0214
 ML0214  STATE/COUNTY-  NE/NANCE
 ML0214  COUNTRY     -  US
 ML0214  USGS QUAD   -  CUSHING (2017)
 ML0214
 ML0214                         *CURRENT SURVEY CONTROL
 ML0214  ______________________________________________________________________
 ML0214* NAD 83(1986) POSITION- 41 17 07.     (N) 098 15 05.     (W)   SCALED
 ML0214* NAVD 88 ORTHO HEIGHT -   537.036 (meters)     1761.93  (feet) ADJUSTED
 ML0214  ______________________________________________________________________
 ML0214  GEOID HEIGHT    -        -24.770 (meters)                     GEOID18
 ML0214  DYNAMIC HEIGHT  -        536.775 (meters)     1761.07  (feet) COMP
 ML0214  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 ML0214
 ML0214  VERT ORDER      -  SECOND    CLASS 0
 ML0214
 ML0214.The horizontal coordinates were scaled from a map and have
 ML0214.an estimated accuracy of +/- 6 seconds.
 ML0214
 ML0214.The orthometric height was determined by differential leveling and
 ML0214.adjusted by the NATIONAL GEODETIC SURVEY
 ML0214.in June 1991.
 ML0214
 ML0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0214.GEOID18 height accuracy estimate available here.
 ML0214
 ML0214.Click photographs - Photos may exist for this station.
 ML0214
 ML0214.The dynamic height is computed by dividing the NAVD 88
 ML0214.geopotential number by the normal gravity value computed on the
 ML0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0214.degrees latitude (g = 980.6199 gals.).
 ML0214
 ML0214.The modeled gravity was interpolated from observed gravity values.
 ML0214
 ML0214;                    North         East    Units  Estimated Accuracy
 ML0214;SPC NE       -   162,680.      646,430.      MT  (+/- 180 meters Scaled)
 ML0214
 ML0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL626706(NAD 83)
 ML0214
 ML0214                          SUPERSEDED SURVEY CONTROL
 ML0214
 ML0214  NGVD 29 (??/??/92)  536.805  (m)         1761.17   (f) ADJ UNCH    2 0
 ML0214
 ML0214.Superseded values are not recommended for survey control.
 ML0214
 ML0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0214.See file dsdata.pdf to determine how the superseded data were derived.
 ML0214
 ML0214_MARKER: DD = SURVEY DISK
 ML0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0214_STAMPING: 10 57
 ML0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0214+STABILITY: SURFACE MOTION
 ML0214
 ML0214  HISTORY     - Date     Condition        Report By
 ML0214  HISTORY     - UNK      MONUMENTED       BOR
 ML0214  HISTORY     - 1950     GOOD             CGS
 ML0214
 ML0214                          STATION DESCRIPTION
 ML0214
 ML0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0214'6.9 MI E FROM CUSHING.
 ML0214'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0214'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, AT A ROAD
 ML0214'INTERSECTION, 36 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 ML0214'WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 ML0214'SOUTH TO PALMER, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 0.7 FOOT
 ML0214'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0214'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0216 ***********************************************************************
 ML0216  DESIGNATION -  10 59
 ML0216  PID         -  ML0216
 ML0216  STATE/COUNTY-  NE/NANCE
 ML0216  COUNTRY     -  US
 ML0216  USGS QUAD   -  BELGRADE SW (2017)
 ML0216
 ML0216                         *CURRENT SURVEY CONTROL
 ML0216  ______________________________________________________________________
 ML0216* NAD 83(1986) POSITION- 41 17 34.     (N) 098 14 12.     (W)   SCALED
 ML0216* NAVD 88 ORTHO HEIGHT -   541.347 (meters)     1776.07  (feet) ADJUSTED
 ML0216  ______________________________________________________________________
 ML0216  GEOID HEIGHT    -        -24.765 (meters)                     GEOID18
 ML0216  DYNAMIC HEIGHT  -        541.085 (meters)     1775.21  (feet) COMP
 ML0216  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 ML0216
 ML0216  VERT ORDER      -  SECOND    CLASS 0
 ML0216
 ML0216.The horizontal coordinates were scaled from a map and have
 ML0216.an estimated accuracy of +/- 6 seconds.
 ML0216
 ML0216.The orthometric height was determined by differential leveling and
 ML0216.adjusted by the NATIONAL GEODETIC SURVEY
 ML0216.in June 1991.
 ML0216
 ML0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0216.GEOID18 height accuracy estimate available here.
 ML0216
 ML0216.Click photographs - Photos may exist for this station.
 ML0216
 ML0216.The dynamic height is computed by dividing the NAVD 88
 ML0216.geopotential number by the normal gravity value computed on the
 ML0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0216.degrees latitude (g = 980.6199 gals.).
 ML0216
 ML0216.The modeled gravity was interpolated from observed gravity values.
 ML0216
 ML0216;                    North         East    Units  Estimated Accuracy
 ML0216;SPC NE       -   163,540.      647,640.      MT  (+/- 180 meters Scaled)
 ML0216
 ML0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL639715(NAD 83)
 ML0216
 ML0216                          SUPERSEDED SURVEY CONTROL
 ML0216
 ML0216  NGVD 29 (??/??/92)  541.116  (m)         1775.31   (f) ADJ UNCH    2 0
 ML0216
 ML0216.Superseded values are not recommended for survey control.
 ML0216
 ML0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0216.See file dsdata.pdf to determine how the superseded data were derived.
 ML0216
 ML0216_MARKER: DD = SURVEY DISK
 ML0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0216_STAMPING: 10 59
 ML0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0216+STABILITY: SURFACE MOTION
 ML0216
 ML0216  HISTORY     - Date     Condition        Report By
 ML0216  HISTORY     - UNK      MONUMENTED       BOR
 ML0216  HISTORY     - 1950     GOOD             CGS
 ML0216
 ML0216                          STATION DESCRIPTION
 ML0216
 ML0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0216'8.1 MI E FROM CUSHING.
 ML0216'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0216'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.2
 ML0216'MILES EAST ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE
 ML0216'IN THE ROAD, 0.1 MILE WEST OF AN ABANDONED FARMHOUSE, 40 FEET
 ML0216'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE,
 ML0216'1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0216'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0221 ***********************************************************************
 ML0221  DESIGNATION -  10 60
 ML0221  PID         -  ML0221
 ML0221  STATE/COUNTY-  NE/NANCE
 ML0221  COUNTRY     -  US
 ML0221  USGS QUAD   -  BELGRADE SW (2017)
 ML0221
 ML0221                         *CURRENT SURVEY CONTROL
 ML0221  ______________________________________________________________________
 ML0221* NAD 83(1986) POSITION- 41 17 34.     (N) 098 12 50.     (W)   SCALED
 ML0221* NAVD 88 ORTHO HEIGHT -   535.694 (meters)     1757.52  (feet) ADJUSTED
 ML0221  ______________________________________________________________________
 ML0221  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 ML0221  DYNAMIC HEIGHT  -        535.436 (meters)     1756.68  (feet) COMP
 ML0221  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 ML0221
 ML0221  VERT ORDER      -  SECOND    CLASS 0
 ML0221
 ML0221.The horizontal coordinates were scaled from a map and have
 ML0221.an estimated accuracy of +/- 6 seconds.
 ML0221
 ML0221.The orthometric height was determined by differential leveling and
 ML0221.adjusted by the NATIONAL GEODETIC SURVEY
 ML0221.in June 1991.
 ML0221
 ML0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0221.GEOID18 height accuracy estimate available here.
 ML0221
 ML0221.Click photographs - Photos may exist for this station.
 ML0221
 ML0221.The dynamic height is computed by dividing the NAVD 88
 ML0221.geopotential number by the normal gravity value computed on the
 ML0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0221.degrees latitude (g = 980.6199 gals.).
 ML0221
 ML0221.The modeled gravity was interpolated from observed gravity values.
 ML0221
 ML0221;                    North         East    Units  Estimated Accuracy
 ML0221;SPC NE       -   163,580.      649,550.      MT  (+/- 180 meters Scaled)
 ML0221
 ML0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL658715(NAD 83)
 ML0221
 ML0221                          SUPERSEDED SURVEY CONTROL
 ML0221
 ML0221  NGVD 29 (??/??/92)  535.464  (m)         1756.77   (f) ADJ UNCH    2 0
 ML0221
 ML0221.Superseded values are not recommended for survey control.
 ML0221
 ML0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0221.See file dsdata.pdf to determine how the superseded data were derived.
 ML0221
 ML0221_MARKER: DD = SURVEY DISK
 ML0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0221_STAMPING: 10 60
 ML0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0221+STABILITY: SURFACE MOTION
 ML0221
 ML0221  HISTORY     - Date     Condition        Report By
 ML0221  HISTORY     - UNK      MONUMENTED       BOR
 ML0221  HISTORY     - 1950     GOOD             CGS
 ML0221
 ML0221                          STATION DESCRIPTION
 ML0221
 ML0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0221'9.3 MI E FROM CUSHING.
 ML0221'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0221'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 2.4
 ML0221'MILES EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, IN
 ML0221'THE NORTHEAST CORNER OF A SCHOOL YARD, 138 FEET NORTHEAST OF
 ML0221'BENCH MARK B 307, 76 FEET NORTHEAST OF THE NORTHEAST CORNER
 ML0221'OF THE SCHOOL BUILDING, 37 FEET WEST OF THE CENTER LINE OF A
 ML0221'NORTH AND SOUTH ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 ML0221'EAST AND WEST ROAD, 4 FEET SOUTHWEST OF A POWER POLE, 0.8 FOOT
 ML0221'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0221'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0223 ***********************************************************************
 ML0223  DESIGNATION -  10 62
 ML0223  PID         -  ML0223
 ML0223  STATE/COUNTY-  NE/NANCE
 ML0223  COUNTRY     -  US
 ML0223  USGS QUAD   -  BELGRADE SW (2017)
 ML0223
 ML0223                         *CURRENT SURVEY CONTROL
 ML0223  ______________________________________________________________________
 ML0223* NAD 83(1986) POSITION- 41 17 34.     (N) 098 11 39.     (W)   SCALED
 ML0223* NAVD 88 ORTHO HEIGHT -   528.496 (meters)     1733.91  (feet) ADJUSTED
 ML0223  ______________________________________________________________________
 ML0223  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 ML0223  DYNAMIC HEIGHT  -        528.242 (meters)     1733.07  (feet) COMP
 ML0223  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 ML0223
 ML0223  VERT ORDER      -  SECOND    CLASS 0
 ML0223
 ML0223.The horizontal coordinates were scaled from a map and have
 ML0223.an estimated accuracy of +/- 6 seconds.
 ML0223
 ML0223.The orthometric height was determined by differential leveling and
 ML0223.adjusted by the NATIONAL GEODETIC SURVEY
 ML0223.in June 1991.
 ML0223
 ML0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0223.GEOID18 height accuracy estimate available here.
 ML0223
 ML0223.Click photographs - Photos may exist for this station.
 ML0223
 ML0223.The dynamic height is computed by dividing the NAVD 88
 ML0223.geopotential number by the normal gravity value computed on the
 ML0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0223.degrees latitude (g = 980.6199 gals.).
 ML0223
 ML0223.The modeled gravity was interpolated from observed gravity values.
 ML0223
 ML0223;                    North         East    Units  Estimated Accuracy
 ML0223;SPC NE       -   163,620.      651,200.      MT  (+/- 180 meters Scaled)
 ML0223
 ML0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL674715(NAD 83)
 ML0223
 ML0223                          SUPERSEDED SURVEY CONTROL
 ML0223
 ML0223  NGVD 29 (??/??/92)  528.269  (m)         1733.16   (f) ADJ UNCH    2 0
 ML0223
 ML0223.Superseded values are not recommended for survey control.
 ML0223
 ML0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0223.See file dsdata.pdf to determine how the superseded data were derived.
 ML0223
 ML0223_MARKER: DD = SURVEY DISK
 ML0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0223_STAMPING: 10 62
 ML0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0223+STABILITY: SURFACE MOTION
 ML0223
 ML0223  HISTORY     - Date     Condition        Report By
 ML0223  HISTORY     - UNK      MONUMENTED       BOR
 ML0223  HISTORY     - 1950     GOOD             CGS
 ML0223
 ML0223                          STATION DESCRIPTION
 ML0223
 ML0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0223'10.3 MI E FROM CUSHING.
 ML0223'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0223'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 3.4
 ML0223'MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF AN ABANDONED
 ML0223'HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 36 FEET SOUTH OF
 ML0223'THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF BENCH MARK C 307.
 ML0223'2.5 FEET SOUTHEAST OF A FENCE CORNER, 15 FEET NORTHWEST OF THE
 ML0223'CENTER LINE OF A FIELD ROAD, 1.5 FEET EAST OF A FENCE, 5 FEET
 ML0223'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0223'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0222 ***********************************************************************
 ML0222  DESIGNATION -  10 63
 ML0222  PID         -  ML0222
 ML0222  STATE/COUNTY-  NE/NANCE
 ML0222  COUNTRY     -  US
 ML0222  USGS QUAD   -  BELGRADE SW (2017)
 ML0222
 ML0222                         *CURRENT SURVEY CONTROL
 ML0222  ______________________________________________________________________
 ML0222* NAD 83(1986) POSITION- 41 17 35.     (N) 098 10 29.     (W)   SCALED
 ML0222* NAVD 88 ORTHO HEIGHT -   526.370 (meters)     1726.93  (feet) ADJUSTED
 ML0222  ______________________________________________________________________
 ML0222  GEOID HEIGHT    -        -24.791 (meters)                     GEOID18
 ML0222  DYNAMIC HEIGHT  -        526.118 (meters)     1726.11  (feet) COMP
 ML0222  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 ML0222
 ML0222  VERT ORDER      -  SECOND    CLASS 0
 ML0222
 ML0222.The horizontal coordinates were scaled from a map and have
 ML0222.an estimated accuracy of +/- 6 seconds.
 ML0222
 ML0222.The orthometric height was determined by differential leveling and
 ML0222.adjusted by the NATIONAL GEODETIC SURVEY
 ML0222.in June 1991.
 ML0222
 ML0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0222.GEOID18 height accuracy estimate available here.
 ML0222
 ML0222.Click photographs - Photos may exist for this station.
 ML0222
 ML0222.The dynamic height is computed by dividing the NAVD 88
 ML0222.geopotential number by the normal gravity value computed on the
 ML0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0222.degrees latitude (g = 980.6199 gals.).
 ML0222
 ML0222.The modeled gravity was interpolated from observed gravity values.
 ML0222
 ML0222;                    North         East    Units  Estimated Accuracy
 ML0222;SPC NE       -   163,680.      652,830.      MT  (+/- 180 meters Scaled)
 ML0222
 ML0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690716(NAD 83)
 ML0222
 ML0222                          SUPERSEDED SURVEY CONTROL
 ML0222
 ML0222  NGVD 29 (??/??/92)  526.144  (m)         1726.19   (f) ADJ UNCH    2 0
 ML0222
 ML0222.Superseded values are not recommended for survey control.
 ML0222
 ML0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0222.See file dsdata.pdf to determine how the superseded data were derived.
 ML0222
 ML0222_MARKER: DD = SURVEY DISK
 ML0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0222_STAMPING: 10-63
 ML0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0222+STABILITY: SURFACE MOTION
 ML0222
 ML0222  HISTORY     - Date     Condition        Report By
 ML0222  HISTORY     - UNK      MONUMENTED       BOR
 ML0222  HISTORY     - 1950     GOOD             CGS
 ML0222
 ML0222                          STATION DESCRIPTION
 ML0222
 ML0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0222'11.3 MI E FROM CUSHING.
 ML0222'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0222'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 4.4
 ML0222'MILES WEST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 113 FEET
 ML0222'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 30 FEET NORTHWEST
 ML0222'OF BENCH MARK D 307, 15 FEET EAST OF THE CENTER LINE OF A
 ML0222'PRIVATE ROAD LEADING SOUTH, 2 FEET WEST OF A PWOER POLE, 1 FOOT
 ML0222'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0222'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0224 ***********************************************************************
 ML0224  DESIGNATION -  10 64
 ML0224  PID         -  ML0224
 ML0224  STATE/COUNTY-  NE/NANCE
 ML0224  COUNTRY     -  US
 ML0224  USGS QUAD   -  BELGRADE SW (2017)
 ML0224
 ML0224                         *CURRENT SURVEY CONTROL
 ML0224  ______________________________________________________________________
 ML0224* NAD 83(1986) POSITION- 41 18 28.     (N) 098 10 29.     (W)   SCALED
 ML0224* NAVD 88 ORTHO HEIGHT -   543.181 (meters)     1782.09  (feet) ADJUSTED
 ML0224  ______________________________________________________________________
 ML0224  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 ML0224  DYNAMIC HEIGHT  -        542.921 (meters)     1781.23  (feet) COMP
 ML0224  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 ML0224
 ML0224  VERT ORDER      -  SECOND    CLASS 0
 ML0224
 ML0224.The horizontal coordinates were scaled from a map and have
 ML0224.an estimated accuracy of +/- 6 seconds.
 ML0224
 ML0224.The orthometric height was determined by differential leveling and
 ML0224.adjusted by the NATIONAL GEODETIC SURVEY
 ML0224.in June 1991.
 ML0224
 ML0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0224.GEOID18 height accuracy estimate available here.
 ML0224
 ML0224.Click photographs - Photos may exist for this station.
 ML0224
 ML0224.The dynamic height is computed by dividing the NAVD 88
 ML0224.geopotential number by the normal gravity value computed on the
 ML0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0224.degrees latitude (g = 980.6199 gals.).
 ML0224
 ML0224.The modeled gravity was interpolated from observed gravity values.
 ML0224
 ML0224;                    North         East    Units  Estimated Accuracy
 ML0224;SPC NE       -   165,310.      652,790.      MT  (+/- 180 meters Scaled)
 ML0224
 ML0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690732(NAD 83)
 ML0224
 ML0224                          SUPERSEDED SURVEY CONTROL
 ML0224
 ML0224  NGVD 29 (??/??/92)  542.951  (m)         1781.33   (f) ADJ UNCH    2 0
 ML0224
 ML0224.Superseded values are not recommended for survey control.
 ML0224
 ML0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0224.See file dsdata.pdf to determine how the superseded data were derived.
 ML0224
 ML0224_MARKER: DD = SURVEY DISK
 ML0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0224_STAMPING: 10 64
 ML0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0224+STABILITY: SURFACE MOTION
 ML0224
 ML0224  HISTORY     - Date     Condition        Report By
 ML0224  HISTORY     - UNK      MONUMENTED       BOR
 ML0224  HISTORY     - 1950     GOOD             CGS
 ML0224
 ML0224                          STATION DESCRIPTION
 ML0224
 ML0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0224'12.5 MI E FROM CUSHING.
 ML0224'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0224'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 5.4
 ML0224'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 116 FEET
 ML0224'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 90 FEET SOUTHWEST
 ML0224'OF BENCH MARK CC-13 (U.S.B.R.), 22 FEET SOUTH OF THE CENTER
 ML0224'LINE OF A ROAD LEADING WEST, 1.5 FEET SOUTHWEST OF A FENCE
 ML0224'CORNER, 0.8 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP
 ML0224'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0229 ***********************************************************************
 ML0229  DESIGNATION -  10 65
 ML0229  PID         -  ML0229
 ML0229  STATE/COUNTY-  NE/NANCE
 ML0229  COUNTRY     -  US
 ML0229  USGS QUAD   -  BELGRADE SW (2017)
 ML0229
 ML0229                         *CURRENT SURVEY CONTROL
 ML0229  ______________________________________________________________________
 ML0229* NAD 83(1986) POSITION- 41 18 29.     (N) 098 09 17.     (W)   SCALED
 ML0229* NAVD 88 ORTHO HEIGHT -   530.412 (meters)     1740.19  (feet) ADJUSTED
 ML0229  ______________________________________________________________________
 ML0229  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 ML0229  DYNAMIC HEIGHT  -        530.159 (meters)     1739.36  (feet) COMP
 ML0229  MODELED GRAVITY -    980,130.2   (mgal)                       NAVD 88
 ML0229
 ML0229  VERT ORDER      -  SECOND    CLASS 0
 ML0229
 ML0229.The horizontal coordinates were scaled from a map and have
 ML0229.an estimated accuracy of +/- 6 seconds.
 ML0229
 ML0229.The orthometric height was determined by differential leveling and
 ML0229.adjusted by the NATIONAL GEODETIC SURVEY
 ML0229.in June 1991.
 ML0229
 ML0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0229.GEOID18 height accuracy estimate available here.
 ML0229
 ML0229.Click photographs - Photos may exist for this station.
 ML0229
 ML0229.The dynamic height is computed by dividing the NAVD 88
 ML0229.geopotential number by the normal gravity value computed on the
 ML0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0229.degrees latitude (g = 980.6199 gals.).
 ML0229
 ML0229.The modeled gravity was interpolated from observed gravity values.
 ML0229
 ML0229;                    North         East    Units  Estimated Accuracy
 ML0229;SPC NE       -   165,380.      654,460.      MT  (+/- 180 meters Scaled)
 ML0229
 ML0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL707732(NAD 83)
 ML0229
 ML0229                          SUPERSEDED SURVEY CONTROL
 ML0229
 ML0229  NGVD 29 (??/??/92)  530.185  (m)         1739.45   (f) ADJ UNCH    2 0
 ML0229
 ML0229.Superseded values are not recommended for survey control.
 ML0229
 ML0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0229.See file dsdata.pdf to determine how the superseded data were derived.
 ML0229
 ML0229_MARKER: DD = SURVEY DISK
 ML0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0229_STAMPING: 10 65
 ML0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0229+STABILITY: SURFACE MOTION
 ML0229
 ML0229  HISTORY     - Date     Condition        Report By
 ML0229  HISTORY     - UNK      MONUMENTED       BOR
 ML0229  HISTORY     - 1950     GOOD             CGS
 ML0229
 ML0229                          STATION DESCRIPTION
 ML0229
 ML0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0229'13.3 MI E FROM CUSHING.
 ML0229'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0229'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 6.4
 ML0229'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 138
 ML0229'FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH,
 ML0229'141 FEET SOUTHEAST OF BENCH MARK E 307, 60 FEET SOUTHEAST OF
 ML0229'THE SOUTHEAST CORNER OF A SCHOOL BUILDING, 37 FEET NORTH OF THE
 ML0229'CENTER LINE OF AN EAST AND WEST ROAD, 5 FEET NORTHEAST OF A
 ML0229'FENCE CORNER, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0229'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0228 ***********************************************************************
 ML0228  DESIGNATION -  10 66
 ML0228  PID         -  ML0228
 ML0228  STATE/COUNTY-  NE/NANCE
 ML0228  COUNTRY     -  US
 ML0228  USGS QUAD   -  BELGRADE SW (2017)
 ML0228
 ML0228                         *CURRENT SURVEY CONTROL
 ML0228  ______________________________________________________________________
 ML0228* NAD 83(1986) POSITION- 41 18 29.     (N) 098 08 01.     (W)   SCALED
 ML0228* NAVD 88 ORTHO HEIGHT -   523.258 (meters)     1716.72  (feet) ADJUSTED
 ML0228  ______________________________________________________________________
 ML0228  GEOID HEIGHT    -        -24.794 (meters)                     GEOID18
 ML0228  DYNAMIC HEIGHT  -        523.010 (meters)     1715.91  (feet) COMP
 ML0228  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 ML0228
 ML0228  VERT ORDER      -  SECOND    CLASS 0
 ML0228
 ML0228.The horizontal coordinates were scaled from a map and have
 ML0228.an estimated accuracy of +/- 6 seconds.
 ML0228
 ML0228.The orthometric height was determined by differential leveling and
 ML0228.adjusted by the NATIONAL GEODETIC SURVEY
 ML0228.in June 1991.
 ML0228
 ML0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0228.GEOID18 height accuracy estimate available here.
 ML0228
 ML0228.Click photographs - Photos may exist for this station.
 ML0228
 ML0228.The dynamic height is computed by dividing the NAVD 88
 ML0228.geopotential number by the normal gravity value computed on the
 ML0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0228.degrees latitude (g = 980.6199 gals.).
 ML0228
 ML0228.The modeled gravity was interpolated from observed gravity values.
 ML0228
 ML0228;                    North         East    Units  Estimated Accuracy
 ML0228;SPC NE       -   165,420.      656,230.      MT  (+/- 180 meters Scaled)
 ML0228
 ML0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL725733(NAD 83)
 ML0228
 ML0228                          SUPERSEDED SURVEY CONTROL
 ML0228
 ML0228  NGVD 29 (??/??/92)  523.034  (m)         1715.99   (f) ADJ UNCH    2 0
 ML0228
 ML0228.Superseded values are not recommended for survey control.
 ML0228
 ML0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0228.See file dsdata.pdf to determine how the superseded data were derived.
 ML0228
 ML0228_MARKER: DD = SURVEY DISK
 ML0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0228_STAMPING: 10 66
 ML0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0228+STABILITY: SURFACE MOTION
 ML0228
 ML0228  HISTORY     - Date     Condition        Report By
 ML0228  HISTORY     - UNK      MONUMENTED       BOR
 ML0228  HISTORY     - 1950     GOOD             CGS
 ML0228
 ML0228                          STATION DESCRIPTION
 ML0228
 ML0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0228'11.9 MI SW FROM FULLERTON.
 ML0228'1.2 MILES WEST ALONG THE STATE HIGHWAY 22 FROM THE POST OFFICE
 ML0228'AT FULLERTON, THENCE 10.7 MILES SOUTHWEST ALONG A GRAVELED
 ML0228'ROAD, AT A T ROAD JUNCTION, 200 FEET SOUTHEAST OF A FARMHOUSE,
 ML0228'34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET EAST OF
 ML0228'THE CENTER LINE OF A PRIVATE DRIVEWAY.  41 FEET EAST OF A
 ML0228'TELEPHONE POLE, 0.2 FOOT NORTH OF A WITNESS POST, SET IN THE
 ML0228'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0232 ***********************************************************************
 ML0232  DESIGNATION -  10 68
 ML0232  PID         -  ML0232
 ML0232  STATE/COUNTY-  NE/NANCE
 ML0232  COUNTRY     -  US
 ML0232  USGS QUAD   -  BELGRADE SE (2017)
 ML0232
 ML0232                         *CURRENT SURVEY CONTROL
 ML0232  ______________________________________________________________________
 ML0232* NAD 83(1986) POSITION- 41 19 20.     (N) 098 06 59.     (W)   SCALED
 ML0232* NAVD 88 ORTHO HEIGHT -   525.306 (meters)     1723.44  (feet) ADJUSTED
 ML0232  ______________________________________________________________________
 ML0232  GEOID HEIGHT    -        -24.793 (meters)                     GEOID18
 ML0232  DYNAMIC HEIGHT  -        525.056 (meters)     1722.62  (feet) COMP
 ML0232  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 ML0232
 ML0232  VERT ORDER      -  SECOND    CLASS 0
 ML0232
 ML0232.The horizontal coordinates were scaled from a map and have
 ML0232.an estimated accuracy of +/- 6 seconds.
 ML0232
 ML0232.The orthometric height was determined by differential leveling and
 ML0232.adjusted by the NATIONAL GEODETIC SURVEY
 ML0232.in June 1991.
 ML0232
 ML0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0232.GEOID18 height accuracy estimate available here.
 ML0232
 ML0232.Click photographs - Photos may exist for this station.
 ML0232
 ML0232.The dynamic height is computed by dividing the NAVD 88
 ML0232.geopotential number by the normal gravity value computed on the
 ML0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0232.degrees latitude (g = 980.6199 gals.).
 ML0232
 ML0232.The modeled gravity was interpolated from observed gravity values.
 ML0232
 ML0232;                    North         East    Units  Estimated Accuracy
 ML0232;SPC NE       -   167,020.      657,640.      MT  (+/- 180 meters Scaled)
 ML0232
 ML0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL739749(NAD 83)
 ML0232
 ML0232                          SUPERSEDED SURVEY CONTROL
 ML0232
 ML0232  NGVD 29 (??/??/92)  525.080  (m)         1722.70   (f) ADJ UNCH    2 0
 ML0232
 ML0232.Superseded values are not recommended for survey control.
 ML0232
 ML0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0232.See file dsdata.pdf to determine how the superseded data were derived.
 ML0232
 ML0232_MARKER: DD = SURVEY DISK
 ML0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0232_STAMPING: 10 68
 ML0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0232+STABILITY: SURFACE MOTION
 ML0232
 ML0232  HISTORY     - Date     Condition        Report By
 ML0232  HISTORY     - UNK      MONUMENTED       BOR
 ML0232  HISTORY     - 1950     GOOD             CGS
 ML0232  HISTORY     - 1983     POOR             NGS
 ML0232
 ML0232                          STATION DESCRIPTION
 ML0232
 ML0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0232'9.9 MI SW FROM FULLERTON.
 ML0232'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0232'FULLERTON, THENCE 8.7 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0232'ON THE INSIDE OF A CURVE IN THE MAIN ROAD, AT THE SOUTHWEST
 ML0232'CORNER OF A SCHOOL YARD, 178 FEET SOUTHWEST OF THE SOUTHWEST
 ML0232'CORNER OF THE SCHOOL BUILDING, 173 FEET SOUTH OF THE CENTER
 ML0232'LINE OF AN EAST AND WEST ROAD, 35 FEET EAST OF THE CENTER LINE
 ML0232'OF A NORTH AND SOUTH ROAD, 22 FEET WEST OF BENCH MARK H 307,
 ML0232'1.5 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST,
 ML0232'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0232'ABOVE THE GROUND.
 ML0232
 ML0232                          STATION RECOVERY (1983)
 ML0232
 ML0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ML0232'THE MARK MAY REACHED BY GOING 0.72 KM (0.45 MI) WEST ALONG FIFTH
 ML0232'STREET, FROM THE FULLERTON POST OFFICE, THENCE 0.24 KM (0.15 MI) LEFT
 ML0232'AND SOUTH ALONG JOHNSON STREET. THENCE 0.72 KM (0.45 MI) WEST ALONG
 ML0232'SEVENTH STREET TO A ROAD FROM, THENCE LEFT AND SOUTHWEST ALONG A
 ML0232'GRAVELED ROAD FOR 14.32 KM (8.9 MI) TO A ROAD LEFT AND THE MARK ON
 ML0232'THE LEFT, 52.7 M (173 FT) SOUTH OF THE EAST-WEST ROAD, 29.3 M (96 FT)
 ML0232'NORTH OF BENCH MARK H 307 RESET 1983, 10.7 M (35 FT) EAST OF THE
 ML0232'CENTERLINE OF THE NORTH- SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0233 ***********************************************************************
 ML0233  DESIGNATION -  10 69
 ML0233  PID         -  ML0233
 ML0233  STATE/COUNTY-  NE/NANCE
 ML0233  COUNTRY     -  US
 ML0233  USGS QUAD   -  BELGRADE SE (2017)
 ML0233
 ML0233                         *CURRENT SURVEY CONTROL
 ML0233  ______________________________________________________________________
 ML0233* NAD 83(1986) POSITION- 41 18 30.     (N) 098 07 02.     (W)   SCALED
 ML0233* NAVD 88 ORTHO HEIGHT -   519.567 (meters)     1704.61  (feet) ADJUSTED
 ML0233  ______________________________________________________________________
 ML0233  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 ML0233  DYNAMIC HEIGHT  -        519.320 (meters)     1703.80  (feet) COMP
 ML0233  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 ML0233
 ML0233  VERT ORDER      -  SECOND    CLASS 0
 ML0233
 ML0233.The horizontal coordinates were scaled from a map and have
 ML0233.an estimated accuracy of +/- 6 seconds.
 ML0233
 ML0233.The orthometric height was determined by differential leveling and
 ML0233.adjusted by the NATIONAL GEODETIC SURVEY
 ML0233.in June 1991.
 ML0233
 ML0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0233.GEOID18 height accuracy estimate available here.
 ML0233
 ML0233.Click photographs - Photos may exist for this station.
 ML0233
 ML0233.The dynamic height is computed by dividing the NAVD 88
 ML0233.geopotential number by the normal gravity value computed on the
 ML0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0233.degrees latitude (g = 980.6199 gals.).
 ML0233
 ML0233.The modeled gravity was interpolated from observed gravity values.
 ML0233
 ML0233;                    North         East    Units  Estimated Accuracy
 ML0233;SPC NE       -   165,480.      657,600.      MT  (+/- 180 meters Scaled)
 ML0233
 ML0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL738733(NAD 83)
 ML0233
 ML0233                          SUPERSEDED SURVEY CONTROL
 ML0233
 ML0233  NGVD 29 (??/??/92)  519.342  (m)         1703.87   (f) ADJ UNCH    2 0
 ML0233
 ML0233.Superseded values are not recommended for survey control.
 ML0233
 ML0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0233.See file dsdata.pdf to determine how the superseded data were derived.
 ML0233
 ML0233_MARKER: DD = SURVEY DISK
 ML0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0233_STAMPING: 10 69
 ML0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0233+STABILITY: SURFACE MOTION
 ML0233
 ML0233  HISTORY     - Date     Condition        Report By
 ML0233  HISTORY     - UNK      MONUMENTED       BOR
 ML0233  HISTORY     - 1950     GOOD             CGS
 ML0233
 ML0233                          STATION DESCRIPTION
 ML0233
 ML0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0233'10.9 MI SW FROM FULLERTON.
 ML0233'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0233'FULLERTON, THENCE 9.7 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0233'ON THE INSIDE OF A CURVE IN THE MAIN ROAD, 97 FEET NORTHWEST
 ML0233'OF BENCH MARK G 307, 59 FEET NORTH OF THE CENTER LINE OF AN
 ML0233'EAST AND WEST ROAD, 55 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0233'AND SOUTH ROAD, 2.5 FEET NORTHWEST OF TELEPHONE POLE 22, 1 FOOT
 ML0233'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0233'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0234 ***********************************************************************
 ML0234  DESIGNATION -  10 71
 ML0234  PID         -  ML0234
 ML0234  STATE/COUNTY-  NE/NANCE
 ML0234  COUNTRY     -  US
 ML0234  USGS QUAD   -  BELGRADE SE (2017)
 ML0234
 ML0234                         *CURRENT SURVEY CONTROL
 ML0234  ______________________________________________________________________
 ML0234* NAD 83(1986) POSITION- 41 19 22.     (N) 098 05 52.     (W)   SCALED
 ML0234* NAVD 88 ORTHO HEIGHT -   520.197 (meters)     1706.68  (feet) ADJUSTED
 ML0234  ______________________________________________________________________
 ML0234  GEOID HEIGHT    -        -24.805 (meters)                     GEOID18
 ML0234  DYNAMIC HEIGHT  -        519.949 (meters)     1705.87  (feet) COMP
 ML0234  MODELED GRAVITY -    980,131.1   (mgal)                       NAVD 88
 ML0234
 ML0234  VERT ORDER      -  SECOND    CLASS 0
 ML0234
 ML0234.The horizontal coordinates were scaled from a map and have
 ML0234.an estimated accuracy of +/- 6 seconds.
 ML0234
 ML0234.The orthometric height was determined by differential leveling and
 ML0234.adjusted by the NATIONAL GEODETIC SURVEY
 ML0234.in June 1991.
 ML0234
 ML0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0234.GEOID18 height accuracy estimate available here.
 ML0234
 ML0234.Click photographs - Photos may exist for this station.
 ML0234
 ML0234.The dynamic height is computed by dividing the NAVD 88
 ML0234.geopotential number by the normal gravity value computed on the
 ML0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0234.degrees latitude (g = 980.6199 gals.).
 ML0234
 ML0234.The modeled gravity was interpolated from observed gravity values.
 ML0234
 ML0234;                    North         East    Units  Estimated Accuracy
 ML0234;SPC NE       -   167,120.      659,190.      MT  (+/- 180 meters Scaled)
 ML0234
 ML0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL755749(NAD 83)
 ML0234
 ML0234                          SUPERSEDED SURVEY CONTROL
 ML0234
 ML0234  NGVD 29 (??/??/92)  519.972  (m)         1705.94   (f) ADJ UNCH    2 0
 ML0234
 ML0234.Superseded values are not recommended for survey control.
 ML0234
 ML0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0234.See file dsdata.pdf to determine how the superseded data were derived.
 ML0234
 ML0234_MARKER: DD = SURVEY DISK
 ML0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0234_STAMPING: 10 71
 ML0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0234+STABILITY: SURFACE MOTION
 ML0234
 ML0234  HISTORY     - Date     Condition        Report By
 ML0234  HISTORY     - UNK      MONUMENTED       BOR
 ML0234  HISTORY     - 1950     GOOD             CGS
 ML0234
 ML0234                          STATION DESCRIPTION
 ML0234
 ML0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0234'9 MI SW FROM FULLERTON.
 ML0234'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0234'FULLERTON, THENCE 7.75 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0234'AT A ROAD INTERSECTION, 33 FEET WEST OF THE CENTER LINE OF AN
 ML0234'EAST AND WEST ROAD, 3 FEET SOUTHWEST OF A POWER POLE, 0.5
 ML0234'FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0234'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0236 ***********************************************************************
 ML0236  DESIGNATION -  10 74
 ML0236  PID         -  ML0236
 ML0236  STATE/COUNTY-  NE/NANCE
 ML0236  COUNTRY     -  US
 ML0236  USGS QUAD   -  BELGRADE SE (2017)
 ML0236
 ML0236                         *CURRENT SURVEY CONTROL
 ML0236  ______________________________________________________________________
 ML0236* NAD 83(1986) POSITION- 41 19 22.     (N) 098 04 44.     (W)   SCALED
 ML0236* NAVD 88 ORTHO HEIGHT -   516.444 (meters)     1694.37  (feet) ADJUSTED
 ML0236  ______________________________________________________________________
 ML0236  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 ML0236  DYNAMIC HEIGHT  -        516.198 (meters)     1693.56  (feet) COMP
 ML0236  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 ML0236
 ML0236  VERT ORDER      -  SECOND    CLASS 0
 ML0236
 ML0236.The horizontal coordinates were scaled from a map and have
 ML0236.an estimated accuracy of +/- 6 seconds.
 ML0236
 ML0236.The orthometric height was determined by differential leveling and
 ML0236.adjusted by the NATIONAL GEODETIC SURVEY
 ML0236.in June 1991.
 ML0236
 ML0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0236.GEOID18 height accuracy estimate available here.
 ML0236
 ML0236.Click photographs - Photos may exist for this station.
 ML0236
 ML0236.The dynamic height is computed by dividing the NAVD 88
 ML0236.geopotential number by the normal gravity value computed on the
 ML0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0236.degrees latitude (g = 980.6199 gals.).
 ML0236
 ML0236.The modeled gravity was interpolated from observed gravity values.
 ML0236
 ML0236;                    North         East    Units  Estimated Accuracy
 ML0236;SPC NE       -   167,150.      660,780.      MT  (+/- 180 meters Scaled)
 ML0236
 ML0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL770749(NAD 83)
 ML0236
 ML0236                          SUPERSEDED SURVEY CONTROL
 ML0236
 ML0236  NGVD 29 (??/??/92)  516.219  (m)         1693.63   (f) ADJ UNCH    2 0
 ML0236
 ML0236.Superseded values are not recommended for survey control.
 ML0236
 ML0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0236.See file dsdata.pdf to determine how the superseded data were derived.
 ML0236
 ML0236_MARKER: DD = SURVEY DISK
 ML0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0236_STAMPING: 10 74
 ML0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0236+STABILITY: SURFACE MOTION
 ML0236
 ML0236  HISTORY     - Date     Condition        Report By
 ML0236  HISTORY     - UNK      MONUMENTED       BOR
 ML0236  HISTORY     - 1950     GOOD             CGS
 ML0236
 ML0236                          STATION DESCRIPTION
 ML0236
 ML0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0236'8 MI SW FROM FULLERTON.
 ML0236'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0236'FULLERTON, THENCE 6.8 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0236'IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 181 FEET SOUTH
 ML0236'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 163 FEET WEST
 ML0236'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 37 FEET NORTH
 ML0236'OF THE CENTER LINE OF THE MAIN ROAD, 3 FEET NORTHEAST OF A
 ML0236'TELEPHONE POLE, 0.5 FOOT SOUTH OF A WITNESS POST, SET IN THE
 ML0236'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0240 ***********************************************************************
 ML0240  DESIGNATION -  10 78
 ML0240  PID         -  ML0240
 ML0240  STATE/COUNTY-  NE/NANCE
 ML0240  COUNTRY     -  US
 ML0240  USGS QUAD   -  BELGRADE SE (2017)
 ML0240
 ML0240                         *CURRENT SURVEY CONTROL
 ML0240  ______________________________________________________________________
 ML0240* NAD 83(1986) POSITION- 41 20 13.     (N) 098 03 02.     (W)   SCALED
 ML0240* NAVD 88 ORTHO HEIGHT -   537.258 (meters)     1762.65  (feet) ADJUSTED
 ML0240  ______________________________________________________________________
 ML0240  GEOID HEIGHT    -        -24.834 (meters)                     GEOID18
 ML0240  DYNAMIC HEIGHT  -        537.003 (meters)     1761.82  (feet) COMP
 ML0240  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 ML0240
 ML0240  VERT ORDER      -  SECOND    CLASS 0
 ML0240
 ML0240.The horizontal coordinates were scaled from a map and have
 ML0240.an estimated accuracy of +/- 6 seconds.
 ML0240
 ML0240.The orthometric height was determined by differential leveling and
 ML0240.adjusted by the NATIONAL GEODETIC SURVEY
 ML0240.in June 1991.
 ML0240
 ML0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0240.GEOID18 height accuracy estimate available here.
 ML0240
 ML0240.Click photographs - Photos may exist for this station.
 ML0240
 ML0240.The dynamic height is computed by dividing the NAVD 88
 ML0240.geopotential number by the normal gravity value computed on the
 ML0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0240.degrees latitude (g = 980.6199 gals.).
 ML0240
 ML0240.The modeled gravity was interpolated from observed gravity values.
 ML0240
 ML0240;                    North         East    Units  Estimated Accuracy
 ML0240;SPC NE       -   168,780.      663,110.      MT  (+/- 180 meters Scaled)
 ML0240
 ML0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL794765(NAD 83)
 ML0240
 ML0240                          SUPERSEDED SURVEY CONTROL
 ML0240
 ML0240  NGVD 29 (??/??/92)  537.032  (m)         1761.91   (f) ADJ UNCH    2 0
 ML0240
 ML0240.Superseded values are not recommended for survey control.
 ML0240
 ML0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0240.See file dsdata.pdf to determine how the superseded data were derived.
 ML0240
 ML0240_MARKER: DD = SURVEY DISK
 ML0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0240_STAMPING: 10 78
 ML0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0240+STABILITY: SURFACE MOTION
 ML0240
 ML0240  HISTORY     - Date     Condition        Report By
 ML0240  HISTORY     - UNK      MONUMENTED       BOR
 ML0240  HISTORY     - 1950     GOOD             CGS
 ML0240
 ML0240                          STATION DESCRIPTION
 ML0240
 ML0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0240'5.6 MI SW FROM FULLERTON.
 ML0240'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0240'FULLERTON, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0240'AT A T ROAD JUNCTION, 155 FEET NORTHWEST OF THE CENTER LINE
 ML0240'OF THE MAIN ROAD, 65 FEET NORTH OF BENCH MARK N 307, 28 FEET
 ML0240'WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 63 FEET
 ML0240'NORTH OF TELEPHONE POLE 307/1, 3 FEET EAST OF A POWER POLE,
 ML0240'2 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN
 ML0240'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0240'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0243 ***********************************************************************
 ML0243  DESIGNATION -  10 80
 ML0243  PID         -  ML0243
 ML0243  STATE/COUNTY-  NE/NANCE
 ML0243  COUNTRY     -  US
 ML0243  USGS QUAD   -  BELGRADE SE (2017)
 ML0243
 ML0243                         *CURRENT SURVEY CONTROL
 ML0243  ______________________________________________________________________
 ML0243* NAD 83(1986) POSITION- 41 20 13.     (N) 098 01 52.     (W)   SCALED
 ML0243* NAVD 88 ORTHO HEIGHT -   512.228 (meters)     1680.53  (feet) ADJUSTED
 ML0243  ______________________________________________________________________
 ML0243  GEOID HEIGHT    -        -24.853 (meters)                     GEOID18
 ML0243  DYNAMIC HEIGHT  -        511.985 (meters)     1679.74  (feet) COMP
 ML0243  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 ML0243
 ML0243  VERT ORDER      -  SECOND    CLASS 0
 ML0243
 ML0243.The horizontal coordinates were scaled from a map and have
 ML0243.an estimated accuracy of +/- 6 seconds.
 ML0243
 ML0243.The orthometric height was determined by differential leveling and
 ML0243.adjusted by the NATIONAL GEODETIC SURVEY
 ML0243.in June 1991.
 ML0243
 ML0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0243.GEOID18 height accuracy estimate available here.
 ML0243
 ML0243.Click photographs - Photos may exist for this station.
 ML0243
 ML0243.The dynamic height is computed by dividing the NAVD 88
 ML0243.geopotential number by the normal gravity value computed on the
 ML0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0243.degrees latitude (g = 980.6199 gals.).
 ML0243
 ML0243.The modeled gravity was interpolated from observed gravity values.
 ML0243
 ML0243;                    North         East    Units  Estimated Accuracy
 ML0243;SPC NE       -   168,820.      664,740.      MT  (+/- 180 meters Scaled)
 ML0243
 ML0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL810766(NAD 83)
 ML0243
 ML0243                          SUPERSEDED SURVEY CONTROL
 ML0243
 ML0243  NGVD 29 (??/??/92)  512.004  (m)         1679.80   (f) ADJ UNCH    2 0
 ML0243
 ML0243.Superseded values are not recommended for survey control.
 ML0243
 ML0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0243.See file dsdata.pdf to determine how the superseded data were derived.
 ML0243
 ML0243_MARKER: DD = SURVEY DISK
 ML0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0243+STABILITY: SURFACE MOTION
 ML0243
 ML0243  HISTORY     - Date     Condition        Report By
 ML0243  HISTORY     - UNK      MONUMENTED       BOR
 ML0243  HISTORY     - 1950     GOOD             CGS
 ML0243
 ML0243                          STATION DESCRIPTION
 ML0243
 ML0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0243'4.6 MI SW FROM FULLERTON.
 ML0243'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0243'FULLERTON, THENCE 3.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT
 ML0243'A T ROAD JUNCTION ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD,
 ML0243'107 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 ML0243'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 4 FEET SOUTHWEST
 ML0243'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN
 ML0243'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0243'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0245 ***********************************************************************
 ML0245  DESIGNATION -  10 81
 ML0245  PID         -  ML0245
 ML0245  STATE/COUNTY-  NE/NANCE
 ML0245  COUNTRY     -  US
 ML0245  USGS QUAD   -  BELGRADE SE (2017)
 ML0245
 ML0245                         *CURRENT SURVEY CONTROL
 ML0245  ______________________________________________________________________
 ML0245* NAD 83(1986) POSITION- 41 20 38.     (N) 098 01 32.     (W)   SCALED
 ML0245* NAVD 88 ORTHO HEIGHT -   527.169 (meters)     1729.55  (feet) ADJUSTED
 ML0245  ______________________________________________________________________
 ML0245  GEOID HEIGHT    -        -24.852 (meters)                     GEOID18
 ML0245  DYNAMIC HEIGHT  -        526.920 (meters)     1728.74  (feet) COMP
 ML0245  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 ML0245
 ML0245  VERT ORDER      -  SECOND    CLASS 0
 ML0245
 ML0245.The horizontal coordinates were scaled from a map and have
 ML0245.an estimated accuracy of +/- 6 seconds.
 ML0245
 ML0245.The orthometric height was determined by differential leveling and
 ML0245.adjusted by the NATIONAL GEODETIC SURVEY
 ML0245.in June 1991.
 ML0245
 ML0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0245.GEOID18 height accuracy estimate available here.
 ML0245
 ML0245.Click photographs - Photos may exist for this station.
 ML0245
 ML0245.The dynamic height is computed by dividing the NAVD 88
 ML0245.geopotential number by the normal gravity value computed on the
 ML0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0245.degrees latitude (g = 980.6199 gals.).
 ML0245
 ML0245.The modeled gravity was interpolated from observed gravity values.
 ML0245
 ML0245;                    North         East    Units  Estimated Accuracy
 ML0245;SPC NE       -   169,600.      665,180.      MT  (+/- 180 meters Scaled)
 ML0245
 ML0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL815773(NAD 83)
 ML0245
 ML0245                          SUPERSEDED SURVEY CONTROL
 ML0245
 ML0245  NGVD 29 (??/??/92)  526.945  (m)         1728.82   (f) ADJ UNCH    2 0
 ML0245
 ML0245.Superseded values are not recommended for survey control.
 ML0245
 ML0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0245.See file dsdata.pdf to determine how the superseded data were derived.
 ML0245
 ML0245_MARKER: DD = SURVEY DISK
 ML0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0245_SP_SET: CURVE
 ML0245_STAMPING: 10 81
 ML0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0245
 ML0245  HISTORY     - Date     Condition        Report By
 ML0245  HISTORY     - UNK      MONUMENTED       BOR
 ML0245  HISTORY     - 1950     GOOD             CGS
 ML0245
 ML0245                          STATION DESCRIPTION
 ML0245
 ML0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0245'3.8 MI SW FROM FULLERTON.
 ML0245'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0245'FULLERTON, THENCE 2.65 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0245'AT A T ROAD JUNCTION, ON THE INSIDE OF A CURVE IN THE MAIN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1006 ***********************************************************************
 ML1006  DESIGNATION -  10 82
 ML1006  PID         -  ML1006
 ML1006  STATE/COUNTY-  NE/NANCE
 ML1006  COUNTRY     -  US
 ML1006  USGS QUAD   -  BELGRADE SE (2017)
 ML1006
 ML1006                         *CURRENT SURVEY CONTROL
 ML1006  ______________________________________________________________________
 ML1006* NAD 83(1986) POSITION- 41 20 43.     (N) 098 00 01.     (W)   SCALED
 ML1006* NAVD 88 ORTHO HEIGHT -   506.576 (meters)     1661.99  (feet) ADJUSTED
 ML1006  ______________________________________________________________________
 ML1006  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 ML1006  DYNAMIC HEIGHT  -        506.339 (meters)     1661.21  (feet) COMP
 ML1006  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 ML1006
 ML1006  VERT ORDER      -  SECOND    CLASS 0
 ML1006
 ML1006.The horizontal coordinates were scaled from a map and have
 ML1006.an estimated accuracy of +/- 6 seconds.
 ML1006
 ML1006.The orthometric height was determined by differential leveling and
 ML1006.adjusted by the NATIONAL GEODETIC SURVEY
 ML1006.in June 1991.
 ML1006
 ML1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1006.GEOID18 height accuracy estimate available here.
 ML1006
 ML1006.Click photographs - Photos may exist for this station.
 ML1006
 ML1006.The dynamic height is computed by dividing the NAVD 88
 ML1006.geopotential number by the normal gravity value computed on the
 ML1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML1006.degrees latitude (g = 980.6199 gals.).
 ML1006
 ML1006.The modeled gravity was interpolated from observed gravity values.
 ML1006
 ML1006;                    North         East    Units  Estimated Accuracy
 ML1006;SPC NE       -   169,800.      667,300.      MT  (+/- 180 meters Scaled)
 ML1006
 ML1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL836775(NAD 83)
 ML1006
 ML1006                          SUPERSEDED SURVEY CONTROL
 ML1006
 ML1006  NGVD 29 (??/??/92)  506.355  (m)         1661.27   (f) ADJ UNCH    2 0
 ML1006
 ML1006.Superseded values are not recommended for survey control.
 ML1006
 ML1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1006.See file dsdata.pdf to determine how the superseded data were derived.
 ML1006
 ML1006_MARKER: DD = SURVEY DISK
 ML1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1006_STAMPING: 10 82
 ML1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1006+STABILITY: SURFACE MOTION
 ML1006
 ML1006  HISTORY     - Date     Condition        Report By
 ML1006  HISTORY     - UNK      MONUMENTED       BOR
 ML1006  HISTORY     - 1950     GOOD             CGS
 ML1006
 ML1006                          STATION DESCRIPTION
 ML1006
 ML1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML1006'2.5 MI SW FROM FULLERTON.
 ML1006'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML1006'FULLERTON, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT A
 ML1006'Y ROAD JUNCTION, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 ML1006'ROAD, 16 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 ML1006'SOUTH, 2.8 FEET EAST OF A FENCE CORNER, 0.3 FOOT WEST OF A
 ML1006'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML1006'0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1559 ***********************************************************************
 MK1559  DESIGNATION -  10 84
 MK1559  PID         -  MK1559
 MK1559  STATE/COUNTY-  NE/NANCE
 MK1559  COUNTRY     -  US
 MK1559  USGS QUAD   -  FULLERTON (2017)
 MK1559
 MK1559                         *CURRENT SURVEY CONTROL
 MK1559  ______________________________________________________________________
 MK1559* NAD 83(1986) POSITION- 41 21 30.     (N) 097 59 08.     (W)   SCALED
 MK1559* NAVD 88 ORTHO HEIGHT -   509.456 (meters)     1671.44  (feet) ADJUSTED
 MK1559  ______________________________________________________________________
 MK1559  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 MK1559  DYNAMIC HEIGHT  -        509.219 (meters)     1670.66  (feet) COMP
 MK1559  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 MK1559
 MK1559  VERT ORDER      -  SECOND    CLASS 0
 MK1559
 MK1559.The horizontal coordinates were scaled from a map and have
 MK1559.an estimated accuracy of +/- 6 seconds.
 MK1559
 MK1559.The orthometric height was determined by differential leveling and
 MK1559.adjusted by the NATIONAL GEODETIC SURVEY
 MK1559.in June 1991.
 MK1559
 MK1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1559.GEOID18 height accuracy estimate available here.
 MK1559
 MK1559.Click photographs - Photos may exist for this station.
 MK1559
 MK1559.The dynamic height is computed by dividing the NAVD 88
 MK1559.geopotential number by the normal gravity value computed on the
 MK1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1559.degrees latitude (g = 980.6199 gals.).
 MK1559
 MK1559.The modeled gravity was interpolated from observed gravity values.
 MK1559
 MK1559;                    North         East    Units  Estimated Accuracy
 MK1559;SPC NE       -   171,280.      668,490.      MT  (+/- 180 meters Scaled)
 MK1559
 MK1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL848790(NAD 83)
 MK1559
 MK1559                          SUPERSEDED SURVEY CONTROL
 MK1559
 MK1559  NGVD 29 (??/??/92)  509.235  (m)         1670.72   (f) ADJ UNCH    2 0
 MK1559
 MK1559.Superseded values are not recommended for survey control.
 MK1559
 MK1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1559.See file dsdata.pdf to determine how the superseded data were derived.
 MK1559
 MK1559_MARKER: DD = SURVEY DISK
 MK1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1559_STAMPING: 10 84
 MK1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1559+STABILITY: SURFACE MOTION
 MK1559
 MK1559  HISTORY     - Date     Condition        Report By
 MK1559  HISTORY     - UNK      MONUMENTED       BOR
 MK1559  HISTORY     - 1950     GOOD             CGS
 MK1559
 MK1559                          STATION DESCRIPTION
 MK1559
 MK1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1559'1.2 MI W FROM FULLERTON.
 MK1559'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1559'FULLERTON, AT A Y ROAD JUNCTION, 56 FEET NORTHWEST OF THE CENTER
 MK1559'LINE OF A GRAVELED ROAD LEADING SOUTHWEST, 35 FEET NORTH OF THE
 MK1559'CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER OF A
 MK1559'GATE, 14 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTHEAST OF A
 MK1559'FENCE CORNER, 0.8 FOOT SOUTHWEST OF A WITNESS POST, SET IN THE
 MK1559'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0754 ***********************************************************************
 NP0754  DESIGNATION -  10 DHW
 NP0754  PID         -  NP0754
 NP0754  STATE/COUNTY-  NE/SIOUX
 NP0754  COUNTRY     -  US
 NP0754  USGS QUAD   -  STORY (2017)
 NP0754
 NP0754                         *CURRENT SURVEY CONTROL
 NP0754  ______________________________________________________________________
 NP0754* NAD 83(1986) POSITION- 42 59 41.     (N) 103 57 43.     (W)   SCALED
 NP0754* NAVD 88 ORTHO HEIGHT -  1160.493 (meters)     3807.38  (feet) ADJUSTED
 NP0754  ______________________________________________________________________
 NP0754  GEOID HEIGHT    -        -15.355 (meters)                     GEOID18
 NP0754  DYNAMIC HEIGHT  -       1159.938 (meters)     3805.56  (feet) COMP
 NP0754  MODELED GRAVITY -    980,101.8   (mgal)                       NAVD 88
 NP0754
 NP0754  VERT ORDER      -  THIRD
 NP0754
 NP0754.The horizontal coordinates were scaled from a map and have
 NP0754.an estimated accuracy of +/- 6 seconds.
 NP0754
 NP0754.The orthometric height was determined by differential leveling and
 NP0754.adjusted by the NATIONAL GEODETIC SURVEY
 NP0754.in June 1991.
 NP0754
 NP0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0754.GEOID18 height accuracy estimate available here.
 NP0754
 NP0754.Click photographs - Photos may exist for this station.
 NP0754
 NP0754.The dynamic height is computed by dividing the NAVD 88
 NP0754.geopotential number by the normal gravity value computed on the
 NP0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0754.degrees latitude (g = 980.6199 gals.).
 NP0754
 NP0754.The modeled gravity was interpolated from observed gravity values.
 NP0754
 NP0754;                    North         East    Units  Estimated Accuracy
 NP0754;SPC NE       -   358,440.      177,030.      MT  (+/- 180 meters Scaled)
 NP0754
 NP0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH846607(NAD 83)
 NP0754
 NP0754                          SUPERSEDED SURVEY CONTROL
 NP0754
 NP0754.No superseded survey control is available for this station.
 NP0754
 NP0754_MARKER: DB = BENCH MARK DISK
 NP0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0754+WITH SETTING: INFORMATION.
 NP0754_STAMPING: 10 DHW 1974
 NP0754_MARK LOGO: USGS
 NP0754_PROJECTION: FLUSH
 NP0754_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0754+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NP0754_ROD/PIPE-DEPTH: 3.0 meters
 NP0754
 NP0754  HISTORY     - Date     Condition        Report By
 NP0754  HISTORY     - 1974     MONUMENTED       USGS
 NP0754
 NP0754                          STATION DESCRIPTION
 NP0754
 NP0754'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (DHW)
 NP0754'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 18.5 MILES
 NP0754'WEST ALONG GRADED ROAD AND TRACK ROAD TO A Y-JUNCTION, 0.3 MILES
 NP0754'SOUTHWEST OF WALLACES RANCH HOUSE IN NEBRASKA, CENTER OF SECTION
 NP0754'19/TOWNSHIP 35 NORTH/RANGE 56 WEST, 54 FEET EAST OF THE NORTH-SOUTH
 NP0754'ROAD AND 97 FEET NORTH OF THE MAIN EAST-WEST ROAD, IN THE MIDDLE OF A
 NP0754'GRASSY TRIANGLE FORMED BY A ROAD FORK, SET IN A COPPER-CLAD STEEL ROD
 NP0754'DRIVEN 9.8 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0519 ***********************************************************************
 LH0519  DESIGNATION -  100
 LH0519  PID         -  LH0519
 LH0519  STATE/COUNTY-  NE/BUFFALO
 LH0519  COUNTRY     -  US
 LH0519  USGS QUAD   -  KEARNEY (2017)
 LH0519
 LH0519                         *CURRENT SURVEY CONTROL
 LH0519  ______________________________________________________________________
 LH0519* NAD 83(1986) POSITION- 40 41 59.     (N) 099 04 52.     (W)   SCALED
 LH0519* NAVD 88 ORTHO HEIGHT -   655.972 (meters)     2152.13  (feet) ADJUSTED
 LH0519  ______________________________________________________________________
 LH0519  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 LH0519  DYNAMIC HEIGHT  -        655.601 (meters)     2150.92  (feet) COMP
 LH0519  MODELED GRAVITY -    980,037.7   (mgal)                       NAVD 88
 LH0519
 LH0519  VERT ORDER      -  FIRST     CLASS II
 LH0519
 LH0519.The horizontal coordinates were scaled from a map and have
 LH0519.an estimated accuracy of +/- 6 seconds.
 LH0519
 LH0519.The orthometric height was determined by differential leveling and
 LH0519.adjusted by the NATIONAL GEODETIC SURVEY
 LH0519.in June 1991.
 LH0519
 LH0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0519.GEOID18 height accuracy estimate available here.
 LH0519
 LH0519.Click photographs - Photos may exist for this station.
 LH0519
 LH0519.The dynamic height is computed by dividing the NAVD 88
 LH0519.geopotential number by the normal gravity value computed on the
 LH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0519.degrees latitude (g = 980.6199 gals.).
 LH0519
 LH0519.The modeled gravity was interpolated from observed gravity values.
 LH0519
 LH0519;                    North         East    Units  Estimated Accuracy
 LH0519;SPC NE       -    96,610.      577,640.      MT  (+/- 180 meters Scaled)
 LH0519
 LH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML931054(NAD 83)
 LH0519
 LH0519                          SUPERSEDED SURVEY CONTROL
 LH0519
 LH0519  NGVD 29 (??/??/92)  655.713  (m)         2151.29   (f) ADJ UNCH    1 2
 LH0519
 LH0519.Superseded values are not recommended for survey control.
 LH0519
 LH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0519.See file dsdata.pdf to determine how the superseded data were derived.
 LH0519
 LH0519_MARKER: B = BOLT
 LH0519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0519
 LH0519  HISTORY     - Date     Condition        Report By
 LH0519  HISTORY     - UNK      MONUMENTED       LOCENG
 LH0519  HISTORY     - 1934     GOOD             CGS
 LH0519  HISTORY     - 1950     GOOD             CGS
 LH0519  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0519
 LH0519                          STATION DESCRIPTION
 LH0519
 LH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0519'AT KEARNEY.
 LH0519'AT KEARNEY, BUFFALO COUNTY, AT THE POST OFFICE, 20 FEET SOUTHWEST
 LH0519'OF THE SOUTHWEST CORNER OF THE BUILDING, AND IN THE FRONT LAWN.
 LH0519'A COPPER BOLT, SET IN CONCRETE AND INCASED IN A 6-INCH IRON
 LH0519'PIPE WITH THE COVER FLUSH WITH THE SURFACE OF THE GROUND.
 LH0519
 LH0519                          STATION RECOVERY (1950)
 LH0519
 LH0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0519'RECOVERED IN GOOD CONDITION.
 LH0519
 LH0519                          STATION RECOVERY (1991)
 LH0519
 LH0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0519'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1328 ***********************************************************************
 MK1328  DESIGNATION -  102
 MK1328  PID         -  MK1328
 MK1328  STATE/COUNTY-  NE/BUTLER
 MK1328  COUNTRY     -  US
 MK1328  USGS QUAD   -  COLUMBUS SE (2017)
 MK1328
 MK1328                         *CURRENT SURVEY CONTROL
 MK1328  ______________________________________________________________________
 MK1328* NAD 83(1986) POSITION- 41 20 13.     (N) 097 18 42.     (W)   SCALED
 MK1328* NAVD 88 ORTHO HEIGHT -   447.568 (meters)     1468.40  (feet) ADJUSTED
 MK1328  ______________________________________________________________________
 MK1328  GEOID HEIGHT    -        -25.534 (meters)                     GEOID18
 MK1328  DYNAMIC HEIGHT  -        447.368 (meters)     1467.74  (feet) COMP
 MK1328  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 MK1328
 MK1328  VERT ORDER      -  SECOND    CLASS 0
 MK1328
 MK1328.The horizontal coordinates were scaled from a map and have
 MK1328.an estimated accuracy of +/- 6 seconds.
 MK1328
 MK1328.The orthometric height was determined by differential leveling and
 MK1328.adjusted by the NATIONAL GEODETIC SURVEY
 MK1328.in June 1991.
 MK1328
 MK1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1328.GEOID18 height accuracy estimate available here.
 MK1328
 MK1328.Click photographs - Photos may exist for this station.
 MK1328
 MK1328.The dynamic height is computed by dividing the NAVD 88
 MK1328.geopotential number by the normal gravity value computed on the
 MK1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1328.degrees latitude (g = 980.6199 gals.).
 MK1328
 MK1328.The modeled gravity was interpolated from observed gravity values.
 MK1328
 MK1328;                    North         East    Units  Estimated Accuracy
 MK1328;SPC NE       -   170,440.      724,920.      MT  (+/- 180 meters Scaled)
 MK1328
 MK1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL412775(NAD 83)
 MK1328
 MK1328                          SUPERSEDED SURVEY CONTROL
 MK1328
 MK1328  NGVD 29 (??/??/92)  447.391  (m)         1467.82   (f) ADJ UNCH    2 0
 MK1328
 MK1328.Superseded values are not recommended for survey control.
 MK1328
 MK1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1328.See file dsdata.pdf to determine how the superseded data were derived.
 MK1328
 MK1328_MARKER: DD = SURVEY DISK
 MK1328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1328_STAMPING: 102
 MK1328_MARK LOGO: CGS+SS
 MK1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1328
 MK1328  HISTORY     - Date     Condition        Report By
 MK1328  HISTORY     - 1934     MONUMENTED       NEGS
 MK1328  HISTORY     - 1950     GOOD             CGS
 MK1328  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1328
 MK1328                          STATION DESCRIPTION
 MK1328
 MK1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1328'4.2 MI W FROM BELLWOOD.
 MK1328'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1328'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, AT A
 MK1328'ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER LINE OF THE
 MK1328'HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1328'ROAD, 6.5 FEET SOUTHEAST OF A POWER POLE, 11.5 FEET NORTHWEST
 MK1328'OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN
 MK1328'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK1328'GROUND.
 MK1328
 MK1328                          STATION RECOVERY (2011)
 MK1328
 MK1328'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1329 ***********************************************************************
 MK1329  DESIGNATION -  102 RESET
 MK1329  PID         -  MK1329
 MK1329  STATE/COUNTY-  NE/BUTLER
 MK1329  COUNTRY     -  US
 MK1329  USGS QUAD   -  COLUMBUS SE (2017)
 MK1329
 MK1329                         *CURRENT SURVEY CONTROL
 MK1329  ______________________________________________________________________
 MK1329* NAD 83(1986) POSITION- 41 20 13.47   (N) 097 18 42.43   (W)   HD_HELD1
 MK1329* NAVD 88 ORTHO HEIGHT -   447.72  (meters)     1468.9   (feet) RESET
 MK1329  ______________________________________________________________________
 MK1329  GEOID HEIGHT    -        -25.534 (meters)                     GEOID18
 MK1329  VERT ORDER      -  THIRD
 MK1329
 MK1329.The horizontal coordinates were determined by differentially corrected
 MK1329.hand held GPS observations or other comparable positioning techniques
 MK1329.and have an estimated accuracy of +/- 3 meters.
 MK1329
 MK1329.The orthometric height was computed from unverified reset data.
 MK1329
 MK1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1329.GEOID18 height accuracy estimate available here.
 MK1329
 MK1329.Click photographs - Photos may exist for this station.
 MK1329
 MK1329;                    North         East    Units  Estimated Accuracy
 MK1329;SPC NE       -   170,450.1     724,905.1     MT  (+/- 3 meters HH1 GPS) 
 MK1329
 MK1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4125877551(NAD 83)
 MK1329
 MK1329                          SUPERSEDED SURVEY CONTROL
 MK1329
 MK1329  NGVD 29 (??/??/??)  447.55   (m)         1468.3    (f) RESET       3  
 MK1329
 MK1329.Superseded values are not recommended for survey control.
 MK1329
 MK1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1329.See file dsdata.pdf to determine how the superseded data were derived.
 MK1329
 MK1329_MARKER: DB = BENCH MARK DISK
 MK1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1329_STAMPING: 102 RESET 1961
 MK1329_MARK LOGO: CGS+SS
 MK1329_PROJECTION: FLUSH
 MK1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1329+STABILITY: SURFACE MOTION
 MK1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1329+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 MK1329
 MK1329  HISTORY     - Date     Condition        Report By
 MK1329  HISTORY     - 1961     MONUMENTED       NEDR
 MK1329  HISTORY     - 20110810 GOOD             NEGS
 MK1329  HISTORY     - 20221214 GOOD             NEPPD
 MK1329
 MK1329                          STATION DESCRIPTION
 MK1329
 MK1329'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1329'4.2 MI SW FROM BELLWOOD.
 MK1329'THIS MARK IS LOCATED 0.35 MILE SOUTH ALONG A GRAVELED STREET
 MK1329'FROM THE POST OFFICE AT BELLWOOD, THENCE 3.85 MILES WEST ALONG
 MK1329'STATE HIGHWAY 64, AT A ROAD INTERSECTION, 68 FEET NORTH OF THE
 MK1329'CENTERLINE OF THE HIGHWAY, 36.3 FEET WEST OF THE CENTERLINE
 MK1329'OF A NORTH AND SOUTH ROAD, 5.0 FEET WEST OF THE CENTER OF A
 MK1329'CORNER FENCE POST AND 6.75 FEET EAST OF THE CENTER OF A TELEPHONE
 MK1329'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1329'ABOVE THE GROUND.
 MK1329
 MK1329                          STATION RECOVERY (2011)
 MK1329
 MK1329'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1329'FROM THE INTERSECTION OF STATE HIGHWAY 64 AND BROADWAY STREET AT
 MK1329'BELLWOOD, NE., GO WEST ON STATE HIGHWAY 64 FOR 3.85 MILES TO COUNTY
 MK1329'ROAD D AND THE MARK 68.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MK1329'36.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD D, 4.6 FEET WEST OF
 MK1329'THE WEST FACE OF A R.O.W. MARKER, 1.0 FOOT SOUTH OF A STEEL WITNESS
 MK1329'POST AND SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 MK1329
 MK1329                          STATION RECOVERY (2022)
 MK1329
 MK1329'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0656 ***********************************************************************
 LF0656  DESIGNATION -  1027
 LF0656  PID         -  LF0656
 LF0656  STATE/COUNTY-  NE/RICHARDSON
 LF0656  COUNTRY     -  US
 LF0656  USGS QUAD   -  BARADA (2017)
 LF0656
 LF0656                         *CURRENT SURVEY CONTROL
 LF0656  ______________________________________________________________________
 LF0656* NAD 83(1986) POSITION- 40 08 42.     (N) 095 32 21.     (W)   SCALED
 LF0656* NAVD 88 ORTHO HEIGHT -   312.970 (meters)     1026.80  (feet) ADJUSTED
 LF0656  ______________________________________________________________________
 LF0656  GEOID HEIGHT    -        -30.506 (meters)                     GEOID18
 LF0656  DYNAMIC HEIGHT  -        312.797 (meters)     1026.23  (feet) COMP
 LF0656  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 LF0656
 LF0656  VERT ORDER      -  SECOND    CLASS 0
 LF0656
 LF0656.The horizontal coordinates were scaled from a map and have
 LF0656.an estimated accuracy of +/- 6 seconds.
 LF0656
 LF0656.The orthometric height was determined by differential leveling and
 LF0656.adjusted by the NATIONAL GEODETIC SURVEY
 LF0656.in June 1991.
 LF0656
 LF0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0656.GEOID18 height accuracy estimate available here.
 LF0656
 LF0656.Click photographs - Photos may exist for this station.
 LF0656
 LF0656.The dynamic height is computed by dividing the NAVD 88
 LF0656.geopotential number by the normal gravity value computed on the
 LF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0656.degrees latitude (g = 980.6199 gals.).
 LF0656
 LF0656.The modeled gravity was interpolated from observed gravity values.
 LF0656
 LF0656;                    North         East    Units  Estimated Accuracy
 LF0656;SPC NE       -    44,410.      879,930.      MT  (+/- 180 meters Scaled)
 LF0656
 LF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE837469(NAD 83)
 LF0656
 LF0656                          SUPERSEDED SURVEY CONTROL
 LF0656
 LF0656  NGVD 29 (??/??/92)  312.901  (m)         1026.58   (f) ADJ UNCH    2 0
 LF0656
 LF0656.Superseded values are not recommended for survey control.
 LF0656
 LF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0656.See file dsdata.pdf to determine how the superseded data were derived.
 LF0656
 LF0656_MARKER: P = PIPE CAP
 LF0656_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0656_STAMPING: 1027
 LF0656_MARK LOGO: USGS
 LF0656_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0656
 LF0656  HISTORY     - Date     Condition        Report By
 LF0656  HISTORY     - 1911     MONUMENTED       USGS
 LF0656  HISTORY     - 1947     GOOD             CGS
 LF0656
 LF0656                          STATION DESCRIPTION
 LF0656
 LF0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0656'9.2 MI E FROM VERDON.
 LF0656'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 3.55 MILES EAST
 LF0656'ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0656'AT VERDON, IN THE NORTHWEST ANGLE OF A CROSS ROAD, ABOUT 300
 LF0656'FEET NORTHWEST OF AND ACROSS THE ROAD CROSSING OF A FARM HOUSE
 LF0656'WHICH IS NOW OWNED BY ED. BUCKHOLZ, 64.0 FEET WEST OF THE CENTER
 LF0656'OF THE NORTH-SOUTH ROAD, 33.0 FEET NORTH OF THE CENTER OF THE
 LF0656'EAST-WEST ROAD, 29.5 FEET WEST OF A FENCE CORNER POST, 28.5
 LF0656'FEET WEST OF A TELEPHONE POLE, 1.2 FOOT EAST OF A REFERENCE POST,
 LF0656'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0656'IRON PIPE, ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1331 ***********************************************************************
 MK1331  DESIGNATION -  103
 MK1331  PID         -  MK1331
 MK1331  STATE/COUNTY-  NE/BUTLER
 MK1331  COUNTRY     -  US
 MK1331  USGS QUAD   -  COLUMBUS SE (2017)
 MK1331
 MK1331                         *CURRENT SURVEY CONTROL
 MK1331  ______________________________________________________________________
 MK1331* NAD 83(1986) POSITION- 41 20 14.     (N) 097 16 22.     (W)   SCALED
 MK1331* NAVD 88 ORTHO HEIGHT -   442.849 (meters)     1452.91  (feet) ADJUSTED
 MK1331  ______________________________________________________________________
 MK1331  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 MK1331  DYNAMIC HEIGHT  -        442.652 (meters)     1452.27  (feet) COMP
 MK1331  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 MK1331
 MK1331  VERT ORDER      -  SECOND    CLASS 0
 MK1331
 MK1331.The horizontal coordinates were scaled from a map and have
 MK1331.an estimated accuracy of +/- 6 seconds.
 MK1331
 MK1331.The orthometric height was determined by differential leveling and
 MK1331.adjusted by the NATIONAL GEODETIC SURVEY
 MK1331.in June 1991.
 MK1331
 MK1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1331.GEOID18 height accuracy estimate available here.
 MK1331
 MK1331.Click photographs - Photos may exist for this station.
 MK1331
 MK1331.The dynamic height is computed by dividing the NAVD 88
 MK1331.geopotential number by the normal gravity value computed on the
 MK1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1331.degrees latitude (g = 980.6199 gals.).
 MK1331
 MK1331.The modeled gravity was interpolated from observed gravity values.
 MK1331
 MK1331;                    North         East    Units  Estimated Accuracy
 MK1331;SPC NE       -   170,570.      728,170.      MT  (+/- 180 meters Scaled)
 MK1331
 MK1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL445776(NAD 83)
 MK1331
 MK1331                          SUPERSEDED SURVEY CONTROL
 MK1331
 MK1331  NGVD 29 (??/??/92)  442.674  (m)         1452.34   (f) ADJ UNCH    2 0
 MK1331
 MK1331.Superseded values are not recommended for survey control.
 MK1331
 MK1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1331.See file dsdata.pdf to determine how the superseded data were derived.
 MK1331
 MK1331_MARKER: DD = SURVEY DISK
 MK1331_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1331_STAMPING: 103
 MK1331_MARK LOGO: CGS+SS
 MK1331_PROJECTION: FLUSH
 MK1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1331
 MK1331  HISTORY     - Date     Condition        Report By
 MK1331  HISTORY     - 1934     MONUMENTED       NEGS
 MK1331  HISTORY     - 1950     GOOD             CGS
 MK1331  HISTORY     - 1957     MARK NOT FOUND   NEGS
 MK1331  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1331
 MK1331                          STATION DESCRIPTION
 MK1331
 MK1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1331'2.2 MI W FROM BELLWOOD.
 MK1331'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1331'BELLWOOD, THENCE 1.85 MILES WEST ALONG STATE HIGHWAY 64, AT A
 MK1331'ROAD INTERSECTION, 0.2 MILE WEST OF A FARMHOUSE WHICH IS ON THE
 MK1331'NORTH SIDE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF
 MK1331'THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK1331'SOUTH ROAD, 3.8 FEET NORTHEAST OF A POWER POLE, 3.4 FEET NORTH
 MK1331'OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MK1331'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1331
 MK1331                          STATION RECOVERY (1957)
 MK1331
 MK1331'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1957
 MK1331'MARK NOT FOUND.
 MK1331
 MK1331                          STATION RECOVERY (2011)
 MK1331
 MK1331'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1332 ***********************************************************************
 MK1332  DESIGNATION -  103 RESET
 MK1332  PID         -  MK1332
 MK1332  STATE/COUNTY-  NE/BUTLER
 MK1332  COUNTRY     -  US
 MK1332  USGS QUAD   -  COLUMBUS SE (2017)
 MK1332
 MK1332                         *CURRENT SURVEY CONTROL
 MK1332  ______________________________________________________________________
 MK1332* NAD 83(1986) POSITION- 41 20 14.     (N) 097 16 22.     (W)   SCALED
 MK1332* NAVD 88 ORTHO HEIGHT -   442.67  (meters)     1452.3   (feet) RESET
 MK1332  ______________________________________________________________________
 MK1332  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 MK1332  VERT ORDER      -  THIRD
 MK1332
 MK1332.The horizontal coordinates were scaled from a map and have
 MK1332.an estimated accuracy of +/- 6 seconds.
 MK1332
 MK1332.The orthometric height was computed from unverified reset data.
 MK1332
 MK1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1332.GEOID18 height accuracy estimate available here.
 MK1332
 MK1332.Click photographs - Photos may exist for this station.
 MK1332
 MK1332;                    North         East    Units  Estimated Accuracy
 MK1332;SPC NE       -   170,570.      728,170.      MT  (+/- 180 meters Scaled)
 MK1332
 MK1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL445776(NAD 83)
 MK1332
 MK1332                          SUPERSEDED SURVEY CONTROL
 MK1332
 MK1332  NGVD 29 (??/??/??)  442.49   (m)         1451.7    (f) RESET       3  
 MK1332
 MK1332.Superseded values are not recommended for survey control.
 MK1332
 MK1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1332.See file dsdata.pdf to determine how the superseded data were derived.
 MK1332
 MK1332_MARKER: DB = BENCH MARK DISK
 MK1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1332_STAMPING: 103 RESET 1961
 MK1332_MARK LOGO: CGS
 MK1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1332+STABILITY: SURFACE MOTION
 MK1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1332+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2011
 MK1332
 MK1332  HISTORY     - Date     Condition        Report By
 MK1332  HISTORY     - 1961     MONUMENTED       CGS
 MK1332  HISTORY     - 20110810 GOOD             NEGS
 MK1332
 MK1332                          STATION DESCRIPTION
 MK1332
 MK1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1332'2.2 MI SW FROM BELLWOOD.
 MK1332'THIS MARK IS LOCATED 0.35 MILE SOUTH ALONG A GRAVELED STREET
 MK1332'FROM THE POST OFFICE AT BELLWOOD, THENCE 1.85 MILES WEST ALONG
 MK1332'STATE HIGHWAY 64, AT A ROAD INTERSECTION, 0.2 MILE WEST OF A
 MK1332'FARMHOUSE WHICH IS ON THE NORTH SIDE OF THE HIGHWAY, 60 FEET
 MK1332'NORTH OF THE CENTERLINE OF THE HIGHWAY, 73.05 FEET WEST OF THE
 MK1332'CENTERLINE OF A NORTH AND SOUTH ROAD, 11.6 FEET SOUTHEAST OF
 MK1332'THE CENTER OF A POWER POLE, 20.75 FEET SOUTH OF THE CENTER OF
 MK1332'A POWER POLE AND 39.8 FEET NORTHWEST OF THE TOP OF THE WEST END
 MK1332'OF THE NORTH HEADWALL, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1332'IS 0.3 FOOT ABOVE THE GROUND.
 MK1332
 MK1332                          STATION RECOVERY (2011)
 MK1332
 MK1332'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1332'FROM THE INTERSECTION OF STATE HIGHWAY 64 AND BROADWAY STREET
 MK1332'IN BELLWOOD, NE., GO WEST ON STATE HIGHWAY 64 FOR 1.85 MILES
 MK1332'TO COUNTY ROAD F AND THE MARK 60.0 FEET NORTH OF THE CENTERLINE
 MK1332'OF THE HIGHWAY, 73.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD F,
 MK1332'11.6 FEET SOUTHEAST OF THE CENTER OF A POWER POLE, 70.7 FEET
 MK1332'SOUTHEAST OF THE SOUTH CORNER OF CHAIN LINK FENCE POST FOR ELECTRIC
 MK1332'SUB STATION, 1.0 FOOT SOUTH OF A FIBERGLASS WITNESS POST, 36.3 FEET
 MK1332'NORTHWEST OF THE NORTH END OF A CORRIGATED CULVERT PIPE, SET IN THE
 MK1332'TOP OF A CONCRETE POST WHICH IS 0.60 FOOT BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1283 ***********************************************************************
 MK1283  DESIGNATION -  104
 MK1283  PID         -  MK1283
 MK1283  STATE/COUNTY-  NE/BUTLER
 MK1283  COUNTRY     -  US
 MK1283  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1283
 MK1283                         *CURRENT SURVEY CONTROL
 MK1283  ______________________________________________________________________
 MK1283* NAD 83(1986) POSITION- 41 20 16.     (N) 097 13 45.     (W)   SCALED
 MK1283* NAVD 88 ORTHO HEIGHT -   438.847 (meters)     1439.78  (feet) ADJUSTED
 MK1283  ______________________________________________________________________
 MK1283  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 MK1283  DYNAMIC HEIGHT  -        438.650 (meters)     1439.14  (feet) COMP
 MK1283  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 MK1283
 MK1283  VERT ORDER      -  SECOND    CLASS 0
 MK1283
 MK1283.The horizontal coordinates were scaled from a map and have
 MK1283.an estimated accuracy of +/- 6 seconds.
 MK1283
 MK1283.The orthometric height was determined by differential leveling and
 MK1283.adjusted by the NATIONAL GEODETIC SURVEY
 MK1283.in June 1991.
 MK1283
 MK1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1283.GEOID18 height accuracy estimate available here.
 MK1283
 MK1283.Click photographs - Photos may exist for this station.
 MK1283
 MK1283.The dynamic height is computed by dividing the NAVD 88
 MK1283.geopotential number by the normal gravity value computed on the
 MK1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1283.degrees latitude (g = 980.6199 gals.).
 MK1283
 MK1283.The modeled gravity was interpolated from observed gravity values.
 MK1283
 MK1283;                    North         East    Units  Estimated Accuracy
 MK1283;SPC NE       -   170,750.      731,810.      MT  (+/- 180 meters Scaled)
 MK1283
 MK1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL481777(NAD 83)
 MK1283
 MK1283                          SUPERSEDED SURVEY CONTROL
 MK1283
 MK1283  NGVD 29 (??/??/92)  438.672  (m)         1439.21   (f) ADJ UNCH    2 0
 MK1283
 MK1283.Superseded values are not recommended for survey control.
 MK1283
 MK1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1283.See file dsdata.pdf to determine how the superseded data were derived.
 MK1283
 MK1283_MARKER: DD = SURVEY DISK
 MK1283_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1283_STAMPING: 104
 MK1283_MARK LOGO: CGS+SS
 MK1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1283
 MK1283  HISTORY     - Date     Condition        Report By
 MK1283  HISTORY     - 1934     MONUMENTED       NEGS
 MK1283  HISTORY     - 1950     GOOD             CGS
 MK1283  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1283  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1283
 MK1283                          STATION DESCRIPTION
 MK1283
 MK1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1283'AT BELLWOOD.
 MK1283'AT BELLWOOD, AT THE CROSSING OF STATE HIGHWAY 64 AND THE CHICAGO,
 MK1283'BURLINGTON AND QUINCY RAILROAD, 35.5 FEET NORTHEAST OF THE
 MK1283'NORTHEAST RAIL, 35 FEET NORTHWEST OF THE FIRST TELEPHONE POLE
 MK1283'IN A NORTHWEST AND SOUTHEAST ROW OF POLES, 34 FEET SOUTH OF THE
 MK1283'CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE FIRST TELEPHONE
 MK1283'POLE IN AN EAST AND WEST ROW OF POLES, 1 FOOT NORTH OF A WITNESS
 MK1283'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1283'ABOVE THE GROUND.
 MK1283
 MK1283                          STATION RECOVERY (1966)
 MK1283
 MK1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1283'MARK NOT FOUND.
 MK1283
 MK1283                          STATION RECOVERY (2011)
 MK1283
 MK1283'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4100 ***********************************************************************
 AB4100  CBN         -  This is a Cooperative Base Network Control Station.
 AB4100  DESIGNATION -  104 100
 AB4100  PID         -  AB4100
 AB4100  STATE/COUNTY-  NE/CUMING
 AB4100  COUNTRY     -  US
 AB4100  USGS QUAD   -  WISNER (2017)
 AB4100
 AB4100                         *CURRENT SURVEY CONTROL
 AB4100  ______________________________________________________________________
 AB4100* NAD 83(2011) POSITION- 41 57 44.23496(N) 096 52 42.23771(W)   ADJUSTED
 AB4100* NAD 83(2011) ELLIP HT-   392.035 (meters)        (06/27/12)   ADJUSTED
 AB4100* NAD 83(2011) EPOCH   -  2010.00
 AB4100* NAVD 88 ORTHO HEIGHT -   417.3   (meters)     1369.    (feet) GPS OBS
 AB4100  ______________________________________________________________________
 AB4100  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4100  GEOID HEIGHT    -        -24.977 (meters)                     GEOID93
 AB4100  GEOID HEIGHT    -        -25.164 (meters)                     GEOID18
 AB4100  NAD 83(2011) X  -   -568,883.212 (meters)                     COMP
 AB4100  NAD 83(2011) Y  - -4,715,903.846 (meters)                     COMP
 AB4100  NAD 83(2011) Z  -  4,242,752.131 (meters)                     COMP
 AB4100  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 AB4100
 AB4100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4100  Standards:
 AB4100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4100  -------------------------------------------------------------------
 AB4100  NETWORK    0.44   1.08           0.20   0.15   0.55      0.02409680
 AB4100  -------------------------------------------------------------------
 AB4100  Click here for local accuracies and other accuracy information.
 AB4100
 AB4100.The horizontal coordinates were established by GPS observations
 AB4100.and adjusted by the National Geodetic Survey in June 2012.
 AB4100
 AB4100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4100.been affixed to the stable North American tectonic plate. See 
 AB4100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4100
 AB4100.The horizontal coordinates are valid at the epoch date displayed above
 AB4100.which is a decimal equivalence of Year/Month/Day.
 AB4100
 AB4100.The orthometric height was determined by GPS observations and a
 AB4100.high-resolution geoid model.
 AB4100
 AB4100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4100.GEOID18 height accuracy estimate available here.
 AB4100
 AB4100.Click photographs - Photos may exist for this station.
 AB4100
 AB4100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4100
 AB4100.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4100
 AB4100.The ellipsoidal height was determined by GPS observations
 AB4100.and is referenced to NAD 83.
 AB4100
 AB4100. The following values were computed from the NAD 83(2011) position.
 AB4100
 AB4100;                    North         East     Units Scale Factor Converg.
 AB4100;SPC NE       -   241,040.128   758,643.287   MT  0.99969027   +2 04 07.2
 AB4100;SPC NE       -   790,812.49  2,488,982.18   sFT  0.99969027   +2 04 07.2
 AB4100;UTM  14      - 4,647,766.083   675,813.954   MT  0.99998037   +1 25 08.2
 AB4100
 AB4100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4100!SPC NE       -   0.99993852  x   0.99969027  =   0.99962881
 AB4100!UTM  14      -   0.99993852  x   0.99998037  =   0.99991889
 AB4100
 AB4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7581347766(NAD 83)
 AB4100
 AB4100                          SUPERSEDED SURVEY CONTROL
 AB4100
 AB4100  NAD 83(2007)-  41 57 44.23492(N)    096 52 42.23845(W) AD(2002.00) 0
 AB4100  ELLIP H (02/10/07)  392.061  (m)                       GP(2002.00)    
 AB4100  ELLIP H (07/10/01)  392.046  (m)                       GP(       ) 4 1
 AB4100  NAD 83(1995)-  41 57 44.23487(N)    096 52 42.23807(W) AD(       ) B
 AB4100  ELLIP H (06/25/96)  392.092  (m)                       GP(       ) 1 1
 AB4100
 AB4100.Superseded values are not recommended for survey control.
 AB4100
 AB4100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4100.See file dsdata.pdf to determine how the superseded data were derived.
 AB4100
 AB4100_MARKER: DR = REFERENCE MARK DISK
 AB4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4100_STAMPING: CP 104-100 1991
 AB4100_MARK LOGO: NEDR
 AB4100_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4100+STABILITY: SURFACE MOTION
 AB4100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4100+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2016
 AB4100
 AB4100  HISTORY     - Date     Condition        Report By
 AB4100  HISTORY     - 1991     MONUMENTED       NEDR
 AB4100  HISTORY     - 19950721 GOOD             NGS
 AB4100  HISTORY     - 20000613 GOOD             NEDR
 AB4100  HISTORY     - 20160331 GOOD             NEGS
 AB4100
 AB4100                          STATION DESCRIPTION
 AB4100
 AB4100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4100'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHWEST OF BEEMER, 2.5
 AB4100'MI (4.0 KM) SOUTHEAST OF WISNER, ON THE NORTHEAST RIGHT-OF-WAY OF U.S.
 AB4100'HIGHWAY 275 AND IN THE SW1/4, SEC17, T23N, R5E.  TO REACH THE MARK
 AB4100'FROM THE POST OFFICE IN WISNER, GO SOUTHEAST ON U.S. HIGHWAY 275 FOR
 AB4100'2.7 MI (4.3 KM) TO A DRIVEWAY, LEADING NORTH TO 838 HIGHWAY 275, AND
 AB4100'THE MARK ON THE LEFT, ABOUT 0.05 MI (0.08 KM) SOUTHEAST OF A DEAD END,
 AB4100'DIRT ROAD WHICH LEADS SOUTH.  THE DISK IS A NEBRASKA DEPARTMENT OF
 AB4100'ROADS REFERENCE MARK DISK, WITH A TRIANGLE CHISELED AT ITS CENTER, SET
 AB4100'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.8 FT
 AB4100'(24.4 CM) BELOW THE GROUND SURFACE.  IT IS 106.0 FT (32.3 M) NORTHEAST
 AB4100'OF THE CENTERLINE OF THE HIGHWAY, 46.0 FT (14.0 M) WEST-NORTHWEST OF
 AB4100'THE CENTERLINE OF THE DRIVEWAY, 35.3 FT (10.8 M) WEST OF A UTILITY
 AB4100'POLE, 4.4 FT (1.3 M) SOUTHWEST OF A METAL WITNESS POST AND ALSO A
 AB4100'FIBERGLASS WITNESS POST AND IT IS ABOUT LEVEL WITH THE DRIVEWAY.  THE
 AB4100'MARK HAS A MAGNET EMBEDDED IN THE CONCRETE.
 AB4100
 AB4100                          STATION RECOVERY (2000)
 AB4100
 AB4100'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4100'RECOVERED AS DESCRIBED.
 AB4100
 AB4100                          STATION RECOVERY (2016)
 AB4100
 AB4100'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 AB4100'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1284 ***********************************************************************
 MK1284  DESIGNATION -  104 RESET
 MK1284  PID         -  MK1284
 MK1284  STATE/COUNTY-  NE/BUTLER
 MK1284  COUNTRY     -  US
 MK1284  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1284
 MK1284                         *CURRENT SURVEY CONTROL
 MK1284  ______________________________________________________________________
 MK1284* NAD 83(1986) POSITION- 41 20 15.     (N) 097 13 48.     (W)   SCALED
 MK1284* NAVD 88 ORTHO HEIGHT -   438.85  (meters)     1439.8   (feet) RESET
 MK1284  ______________________________________________________________________
 MK1284  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 MK1284  VERT ORDER      -  THIRD
 MK1284
 MK1284.The horizontal coordinates were scaled from a map and have
 MK1284.an estimated accuracy of +/- 6 seconds.
 MK1284
 MK1284.The orthometric height was computed from unverified reset data.
 MK1284
 MK1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1284.GEOID18 height accuracy estimate available here.
 MK1284
 MK1284.Click photographs - Photos may exist for this station.
 MK1284
 MK1284;                    North         East    Units  Estimated Accuracy
 MK1284;SPC NE       -   170,710.      731,740.      MT  (+/- 180 meters Scaled)
 MK1284
 MK1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL481777(NAD 83)
 MK1284
 MK1284                          SUPERSEDED SURVEY CONTROL
 MK1284
 MK1284  NGVD 29 (??/??/??)  438.68   (m)         1439.2    (f) RESET       3  
 MK1284
 MK1284.Superseded values are not recommended for survey control.
 MK1284
 MK1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1284.See file dsdata.pdf to determine how the superseded data were derived.
 MK1284
 MK1284_MARKER: DB = BENCH MARK DISK
 MK1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1284_STAMPING: 104 RESET 1961
 MK1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1284+STABILITY: SURFACE MOTION
 MK1284
 MK1284  HISTORY     - Date     Condition        Report By
 MK1284  HISTORY     - 1961     MONUMENTED       NEDR
 MK1284  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1284
 MK1284                          STATION DESCRIPTION
 MK1284
 MK1284'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1284'AT BELLWOOD.
 MK1284'THIS MARK IS LOCATED AT BELLWOOD, AT THE CROSSING OF STATE
 MK1284'HIGHWAY 64 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 42.6
 MK1284'FEET EAST OF THE EAST RAIL, 9.0 FEET WEST OF THE CENTER OF A
 MK1284'TELEPHONE POLE, AND 12.7 FEET SOUTHEAST OF THE CENTER OF A
 MK1284'TELEGRAPH POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1284'0.3 FOOT ABOVE THE GROUND.
 MK1284
 MK1284                          STATION RECOVERY (2011)
 MK1284
 MK1284'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0503 ***********************************************************************
 LF0503  DESIGNATION -  1056 PTS 4
 LF0503  PID         -  LF0503
 LF0503  STATE/COUNTY-  NE/NEMAHA
 LF0503  COUNTRY     -  US
 LF0503  USGS QUAD   -  HOWE (2017)
 LF0503
 LF0503                         *CURRENT SURVEY CONTROL
 LF0503  ______________________________________________________________________
 LF0503* NAD 83(1986) POSITION- 40 17 25.     (N) 095 49 28.     (W)   SCALED
 LF0503* NAVD 88 ORTHO HEIGHT -   321.594 (meters)     1055.10  (feet) ADJUSTED
 LF0503  ______________________________________________________________________
 LF0503  GEOID HEIGHT    -        -29.640 (meters)                     GEOID18
 LF0503  DYNAMIC HEIGHT  -        321.423 (meters)     1054.54  (feet) COMP
 LF0503  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LF0503
 LF0503  VERT ORDER      -  SECOND    CLASS 0
 LF0503
 LF0503.The horizontal coordinates were scaled from a map and have
 LF0503.an estimated accuracy of +/- 6 seconds.
 LF0503
 LF0503.The orthometric height was determined by differential leveling and
 LF0503.adjusted by the NATIONAL GEODETIC SURVEY
 LF0503.in June 1991.
 LF0503
 LF0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0503.GEOID18 height accuracy estimate available here.
 LF0503
 LF0503.Click photographs - Photos may exist for this station.
 LF0503
 LF0503.The dynamic height is computed by dividing the NAVD 88
 LF0503.geopotential number by the normal gravity value computed on the
 LF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0503.degrees latitude (g = 980.6199 gals.).
 LF0503
 LF0503.The modeled gravity was interpolated from observed gravity values.
 LF0503
 LF0503;                    North         East    Units  Estimated Accuracy
 LF0503;SPC NE       -    59,310.      854,870.      MT  (+/- 180 meters Scaled)
 LF0503
 LF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE599638(NAD 83)
 LF0503
 LF0503                          SUPERSEDED SURVEY CONTROL
 LF0503
 LF0503  NGVD 29 (??/??/92)  321.516  (m)         1054.84   (f) ADJ UNCH    2 0
 LF0503
 LF0503.Superseded values are not recommended for survey control.
 LF0503
 LF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0503.See file dsdata.pdf to determine how the superseded data were derived.
 LF0503
 LF0503_MARKER: P = PIPE CAP
 LF0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0503_STAMPING: 1056 PRIM TRAV STA NO 4 1913
 LF0503_MARK LOGO: USGS
 LF0503_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0503
 LF0503  HISTORY     - Date     Condition        Report By
 LF0503  HISTORY     - 1913     MONUMENTED       USGS
 LF0503  HISTORY     - 1980     GOOD             LOCSUR
 LF0503
 LF0503                          STATION DESCRIPTION
 LF0503
 LF0503'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 LF0503'2.3 MI S FROM HOWE.
 LF0503'2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0503'STATION AT HOWE, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE
 LF0503'OF THE TRACK, ON THE SOUTH SIDE OF THE ROAD, AND 1 FOOT SOUTH OF
 LF0503'A RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 LF0503'STANDARD CAP, STAMPED 1056 PRIM TRAV STA NO 4 1913 AND RIVETED ON
 LF0503'THE TOP OF A 3-1/2-INCH IRON PIPE.
 LF0503
 LF0503                          STATION RECOVERY (1980)
 LF0503
 LF0503'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0236 ***********************************************************************
 LG0236  DESIGNATION -  107.80
 LG0236  PID         -  LG0236
 LG0236  STATE/COUNTY-  NE/GAGE
 LG0236  COUNTRY     -  US
 LG0236  USGS QUAD   -  BLUE SPRINGS (2017)
 LG0236
 LG0236                         *CURRENT SURVEY CONTROL
 LG0236  ______________________________________________________________________
 LG0236* NAD 83(1986) POSITION- 40 10 25.     (N) 096 39 10.     (W)   SCALED
 LG0236* NAVD 88 ORTHO HEIGHT -   374.226 (meters)     1227.77  (feet) ADJUSTED
 LG0236  ______________________________________________________________________
 LG0236  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 LG0236  DYNAMIC HEIGHT  -        374.025 (meters)     1227.11  (feet) COMP
 LG0236  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 LG0236
 LG0236  VERT ORDER      -  SECOND    CLASS 0
 LG0236
 LG0236.The horizontal coordinates were scaled from a map and have
 LG0236.an estimated accuracy of +/- 6 seconds.
 LG0236
 LG0236.The orthometric height was determined by differential leveling and
 LG0236.adjusted by the NATIONAL GEODETIC SURVEY
 LG0236.in June 1991.
 LG0236
 LG0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0236.GEOID18 height accuracy estimate available here.
 LG0236
 LG0236.Click photographs - Photos may exist for this station.
 LG0236
 LG0236.The dynamic height is computed by dividing the NAVD 88
 LG0236.geopotential number by the normal gravity value computed on the
 LG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0236.degrees latitude (g = 980.6199 gals.).
 LG0236
 LG0236.The modeled gravity was interpolated from observed gravity values.
 LG0236
 LG0236;                    North         East    Units  Estimated Accuracy
 LG0236;SPC NE       -    43,300.      785,020.      MT  (+/- 180 meters Scaled)
 LG0236
 LG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK998496(NAD 83)
 LG0236
 LG0236                          SUPERSEDED SURVEY CONTROL
 LG0236
 LG0236  NGVD 29 (??/??/92)  374.118  (m)         1227.42   (f) ADJ UNCH    2 0
 LG0236
 LG0236.Superseded values are not recommended for survey control.
 LG0236
 LG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0236.See file dsdata.pdf to determine how the superseded data were derived.
 LG0236
 LG0236_MARKER: X = CHISELED CROSS
 LG0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0236_SP_SET: BRIDGE
 LG0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0236
 LG0236  HISTORY     - Date     Condition        Report By
 LG0236  HISTORY     - 1934     MONUMENTED       CGS
 LG0236  HISTORY     - 1934     GOOD             CGS
 LG0236  HISTORY     - 20200413 MARK NOT FOUND   NEGS
 LG0236
 LG0236                          STATION DESCRIPTION
 LG0236
 LG0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0236'1.9 MI S FROM HOLMESVILLE.
 LG0236'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0236'IOWA-NEBRASKA ELECTRIC CO. POWER DAM AT HOLMESVILLE, GAGE COUNTY,
 LG0236'AT THE NORTH END OF BRIDGE 107.80 OVER MUD CREEK, ON THE
 LG0236'CENTER OF A STEEL CROSS BEAM, AND BETWEEN THE RAILS OF THE
 LG0236'TRACK.  A CHISELED CROSS.
 LG0236
 LG0236                          STATION RECOVERY (2020)
 LG0236
 LG0236'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0236'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0664 ***********************************************************************
 LF0664  DESIGNATION -  108/1 BOLT
 LF0664  PID         -  LF0664
 LF0664  STATE/COUNTY-  NE/NEMAHA
 LF0664  COUNTRY     -  US
 LF0664  USGS QUAD   -  PERU (2017)
 LF0664
 LF0664                         *CURRENT SURVEY CONTROL
 LF0664  ______________________________________________________________________
 LF0664* NAD 83(1986) POSITION- 40 29 05.     (N) 095 43 50.     (W)   SCALED
 LF0664* NAVD 88 ORTHO HEIGHT -   277.085 (meters)      909.07  (feet) ADJUSTED
 LF0664  ______________________________________________________________________
 LF0664  GEOID HEIGHT    -        -29.859 (meters)                     GEOID18
 LF0664  DYNAMIC HEIGHT  -        276.939 (meters)      908.59  (feet) COMP
 LF0664  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 LF0664
 LF0664  VERT ORDER      -  SECOND    CLASS 0
 LF0664
 LF0664.The horizontal coordinates were scaled from a map and have
 LF0664.an estimated accuracy of +/- 6 seconds.
 LF0664
 LF0664.The orthometric height was determined by differential leveling and
 LF0664.adjusted by the NATIONAL GEODETIC SURVEY
 LF0664.in June 1991.
 LF0664
 LF0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0664.GEOID18 height accuracy estimate available here.
 LF0664
 LF0664.Click photographs - Photos may exist for this station.
 LF0664
 LF0664.The dynamic height is computed by dividing the NAVD 88
 LF0664.geopotential number by the normal gravity value computed on the
 LF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0664.degrees latitude (g = 980.6199 gals.).
 LF0664
 LF0664.The modeled gravity was interpolated from observed gravity values.
 LF0664
 LF0664;                    North         East    Units  Estimated Accuracy
 LF0664;SPC NE       -    81,260.      861,780.      MT  (+/- 180 meters Scaled)
 LF0664
 LF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685851(NAD 83)
 LF0664
 LF0664                          SUPERSEDED SURVEY CONTROL
 LF0664
 LF0664  NGVD 29 (??/??/92)  276.995  (m)          908.77   (f) ADJ UNCH    2 0
 LF0664
 LF0664.Superseded values are not recommended for survey control.
 LF0664
 LF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0664.See file dsdata.pdf to determine how the superseded data were derived.
 LF0664
 LF0664_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0664_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0664_MARK LOGO: MORC
 LF0664_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0664
 LF0664  HISTORY     - Date     Condition        Report By
 LF0664  HISTORY     - UNK      MONUMENTED       MORC
 LF0664  HISTORY     - 1947     GOOD             CGS
 LF0664
 LF0664                          STATION DESCRIPTION
 LF0664
 LF0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0664'AT PERU.
 LF0664'AT PERU, 417.0 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 LF0664'FOUNDATION FOR THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0664'STATION, 169.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET,
 LF0664'46.8 FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH STREET
 LF0664'AT PERU, 16.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST
 LF0664'SOUTHERLY ONE OF TWO RED BRICK HOUSES, 3.3 FEET SOUTHWEST OF THE
 LF0664'NORTHWEST CORNER OF THE NORTH END OF A CONCRETE WALK AND THE
 LF0664'SOUTHWEST CORNER OF THE SOUTH END OF A BRICK WALL, 2.7 FEET
 LF0664'WEST OF THE WEST EDGE OF A CONCRETE WALK, 2.2 FEET SOUTHWEST
 LF0664'OF A 4-INCH IRON PIPE POST AT THE NORTHEAST CORNER OF A YARD
 LF0664'FENCE, 2.0 FEET WEST OF A REFERENCE POST, A COPPER BOLT SET IN
 LF0664'AN 18-INCH SQUARE STONE 3.6 FEET UNDERGROUND AND SURMOUNTED
 LF0664'BY A 4-INCH IRON PIPE 4 FEET LONG WHICH HAS A MISSOURI RIVER
 LF0664'COMMISSION IRON CAP BOLTED ON TOP OF IT AND IS PROJECTING 0.4
 LF0664'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0663 ***********************************************************************
 LF0663  DESIGNATION -  108/1 CAP
 LF0663  PID         -  LF0663
 LF0663  STATE/COUNTY-  NE/NEMAHA
 LF0663  COUNTRY     -  US
 LF0663  USGS QUAD   -  PERU (2017)
 LF0663
 LF0663                         *CURRENT SURVEY CONTROL
 LF0663  ______________________________________________________________________
 LF0663* NAD 83(1986) POSITION- 40 29 06.     (N) 095 43 50.     (W)   SCALED
 LF0663* NAVD 88 ORTHO HEIGHT -   278.325 (meters)      913.14  (feet) ADJUSTED
 LF0663  ______________________________________________________________________
 LF0663  GEOID HEIGHT    -        -29.859 (meters)                     GEOID18
 LF0663  DYNAMIC HEIGHT  -        278.178 (meters)      912.66  (feet) COMP
 LF0663  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LF0663
 LF0663  VERT ORDER      -  SECOND    CLASS 0
 LF0663
 LF0663.The horizontal coordinates were scaled from a map and have
 LF0663.an estimated accuracy of +/- 6 seconds.
 LF0663
 LF0663.The orthometric height was determined by differential leveling and
 LF0663.adjusted by the NATIONAL GEODETIC SURVEY
 LF0663.in June 1991.
 LF0663
 LF0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0663.GEOID18 height accuracy estimate available here.
 LF0663
 LF0663.Click photographs - Photos may exist for this station.
 LF0663
 LF0663.The dynamic height is computed by dividing the NAVD 88
 LF0663.geopotential number by the normal gravity value computed on the
 LF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0663.degrees latitude (g = 980.6199 gals.).
 LF0663
 LF0663.The modeled gravity was interpolated from observed gravity values.
 LF0663
 LF0663;                    North         East    Units  Estimated Accuracy
 LF0663;SPC NE       -    81,290.      861,780.      MT  (+/- 180 meters Scaled)
 LF0663
 LF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685851(NAD 83)
 LF0663
 LF0663                          SUPERSEDED SURVEY CONTROL
 LF0663
 LF0663  NGVD 29 (??/??/92)  278.235  (m)          912.84   (f) ADJ UNCH    2 0
 LF0663
 LF0663.Superseded values are not recommended for survey control.
 LF0663
 LF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0663.See file dsdata.pdf to determine how the superseded data were derived.
 LF0663
 LF0663_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0663_MARK LOGO: MORC
 LF0663_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0663
 LF0663  HISTORY     - Date     Condition        Report By
 LF0663  HISTORY     - UNK      MONUMENTED       MORC
 LF0663  HISTORY     - 1947     GOOD             CGS
 LF0663
 LF0663                          STATION DESCRIPTION
 LF0663
 LF0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0663'AT PERU.
 LF0663'AT PERU, 417.0 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 LF0663'FOUNDATION FOR THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0663'STATION, 169.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET,
 LF0663'46.8 FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH STREET OF
 LF0663'PERU, 16.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST
 LF0663'SOUTHERLY ONE OF TWO RED BRICK HOUSES, 3.3 FEET SOUTHWEST
 LF0663'OF THE NORTHWEST CORNER OF THE NORTH END OF A CONCRETE WALK
 LF0663'AND THE SOUTHWEST CORNER OF THE SOUTH END OF A BRICK WALK,
 LF0663'2.7 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK, 2.2 FEET
 LF0663'SOUTHWEST OF A 4-INCH IRON PIPE POST AT THE NORTHEAST CORNER OF A
 LF0663'YARD FENCE, 2.0 FEET WEST OF A REFERENCE POST, A MISSOURI RIVER
 LF0663'COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE PROJECTING
 LF0663'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0092 ***********************************************************************
 MK0092  DESIGNATION -  1099.69
 MK0092  PID         -  MK0092
 MK0092  STATE/COUNTY-  NE/WASHINGTON
 MK0092  COUNTRY     -  US
 MK0092  USGS QUAD   -  BLAIR (2017)
 MK0092
 MK0092                         *CURRENT SURVEY CONTROL
 MK0092  ______________________________________________________________________
 MK0092* NAD 83(1986) POSITION- 41 32 25.1    (N) 096 08 07.9    (W)   HD_HELD2
 MK0092* NAVD 88 ORTHO HEIGHT -   335.267 (meters)     1099.96  (feet) ADJUSTED
 MK0092  ______________________________________________________________________
 MK0092  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 MK0092  DYNAMIC HEIGHT  -        335.112 (meters)     1099.45  (feet) COMP
 MK0092  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 MK0092
 MK0092  VERT ORDER      -  SECOND    CLASS 0
 MK0092
 MK0092.The horizontal coordinates were established by autonomous hand held GPS
 MK0092.observations and have an estimated accuracy of +/- 10 meters.
 MK0092
 MK0092.The orthometric height was determined by differential leveling and
 MK0092.adjusted by the NATIONAL GEODETIC SURVEY
 MK0092.in June 1991.
 MK0092
 MK0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0092.GEOID18 height accuracy estimate available here.
 MK0092
 MK0092.Click photographs - Photos may exist for this station.
 MK0092
 MK0092.The dynamic height is computed by dividing the NAVD 88
 MK0092.geopotential number by the normal gravity value computed on the
 MK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0092.degrees latitude (g = 980.6199 gals.).
 MK0092
 MK0092.The modeled gravity was interpolated from observed gravity values.
 MK0092
 MK0092;                    North         East    Units  Estimated Accuracy
 MK0092;SPC NE       -   196,720.      822,251.      MT  (+/- 10 meters HH2 GPS)
 MK0092
 MK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3894002701(NAD 83)
 MK0092
 MK0092                          SUPERSEDED SURVEY CONTROL
 MK0092
 MK0092  NGVD 29 (??/??/92)  335.121  (m)         1099.48   (f) ADJ UNCH    2 0
 MK0092
 MK0092.Superseded values are not recommended for survey control.
 MK0092
 MK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0092.See file dsdata.pdf to determine how the superseded data were derived.
 MK0092
 MK0092_MARKER: Z = SEE DESCRIPTION
 MK0092_SP_SET: BUILDING CORNER STONE
 MK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0092+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2013
 MK0092
 MK0092  HISTORY     - Date     Condition        Report By
 MK0092  HISTORY     - 1934     MONUMENTED       CGS
 MK0092  HISTORY     - 1947     GOOD             CGS
 MK0092  HISTORY     - 20040603 GOOD             USPSQD
 MK0092  HISTORY     - 20130322 GOOD             INDIV
 MK0092  HISTORY     - 20170706 MARK NOT FOUND   GEOCAC
 MK0092
 MK0092                          STATION DESCRIPTION
 MK0092
 MK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0092'AT BLAIR.
 MK0092'AT BLAIR, AT THE COUNTY COURT HOUSE, AT THE NORTHWEST CORNER OF
 MK0092'THE BUILDING, IN THE WEST FACE OF THE CORNER STONE, ABOUT 4 FEET
 MK0092'ABOVE THE GROUND, BETWEEN THE LETTERS A AND D, THE DEEPEST POINT
 MK0092'OF A CHISELED V THAT FORMS A PERIOD BETWEEN THE A AND D.
 MK0092
 MK0092                          STATION RECOVERY (2004)
 MK0092
 MK0092'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0092'STATION FOUND GOOD. THE WASHINGTON COUNTY COURT HOUSE IS NORTH OF
 MK0092'SOUTH STREET, SOUTH OF COLFAX STREET, EAST OF 16TH STREET, AND WEST OF
 MK0092'15TH STREET.
 MK0092
 MK0092                          STATION RECOVERY (2013)
 MK0092
 MK0092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BLY)
 MK0092'RECOVERED AS DESCRIBED.
 MK0092
 MK0092                          STATION RECOVERY (2017)
 MK0092
 MK0092'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MK0092'A PLAQUE WAS INSTALLED IN 1989 ON THE WEST FACE OF THE CORNER STONE.
 MK0092'THE MARK IS PRESUMED TO BE BEHIND THE PLAQUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0755 ***********************************************************************
 NP0755  DESIGNATION -  11 DHW
 NP0755  PID         -  NP0755
 NP0755  STATE/COUNTY-  NE/SIOUX
 NP0755  COUNTRY     -  US
 NP0755  USGS QUAD   -  STORY (2017)
 NP0755
 NP0755                         *CURRENT SURVEY CONTROL
 NP0755  ______________________________________________________________________
 NP0755* NAD 83(1986) POSITION- 42 59 26.     (N) 103 59 50.     (W)   SCALED
 NP0755* NAVD 88 ORTHO HEIGHT -  1205.179 (meters)     3953.99  (feet) ADJUSTED
 NP0755  ______________________________________________________________________
 NP0755  GEOID HEIGHT    -        -15.279 (meters)                     GEOID18
 NP0755  DYNAMIC HEIGHT  -       1204.594 (meters)     3952.07  (feet) COMP
 NP0755  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 NP0755
 NP0755  VERT ORDER      -  THIRD
 NP0755
 NP0755.The horizontal coordinates were scaled from a map and have
 NP0755.an estimated accuracy of +/- 6 seconds.
 NP0755
 NP0755.The orthometric height was determined by differential leveling and
 NP0755.adjusted by the NATIONAL GEODETIC SURVEY
 NP0755.in June 1991.
 NP0755
 NP0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0755.GEOID18 height accuracy estimate available here.
 NP0755
 NP0755.Click photographs - Photos may exist for this station.
 NP0755
 NP0755.The dynamic height is computed by dividing the NAVD 88
 NP0755.geopotential number by the normal gravity value computed on the
 NP0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0755.degrees latitude (g = 980.6199 gals.).
 NP0755
 NP0755.The modeled gravity was interpolated from observed gravity values.
 NP0755
 NP0755;                    North         East    Units  Estimated Accuracy
 NP0755;SPC NE       -   358,110.      174,130.      MT  (+/- 180 meters Scaled)
 NP0755
 NP0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH817602(NAD 83)
 NP0755
 NP0755                          SUPERSEDED SURVEY CONTROL
 NP0755
 NP0755.No superseded survey control is available for this station.
 NP0755
 NP0755_MARKER: DB = BENCH MARK DISK
 NP0755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0755+WITH SETTING: INFORMATION.
 NP0755_STAMPING: 11 DHW 1974
 NP0755_MARK LOGO: USGS
 NP0755_PROJECTION: FLUSH
 NP0755_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0755+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NP0755_ROD/PIPE-DEPTH: 2.7 meters
 NP0755
 NP0755  HISTORY     - Date     Condition        Report By
 NP0755  HISTORY     - 1974     MONUMENTED       USGS
 NP0755
 NP0755                          STATION DESCRIPTION
 NP0755
 NP0755'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (DHW)
 NP0755'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 20.5 MILES
 NP0755'WEST ALONG GRADED ROAD AND TRACK ROAD TO A GATE IN THE NORTH-SOUTH
 NP0755'FENCE, 2.3 MILES WEST OF WALLACES RANCH HOUSE, NEAR THE SOUTHEAST
 NP0755'CORNER OF SECTION 23/TOWNSHIP 35 NORTH/RANGE 57 WEST, 29 FEET NORTH
 NP0755'OF THE CENTER OF THE GATE AND 2 FEET WEST OF THE NORTH-SOUTH FENCE,
 NP0755'SET IN COPPER-CLAD STEEL ROD DRIVEN 8.9 FEET AND FLUSH WITH THE
 NP0755'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0652 ***********************************************************************
 MN0652  DESIGNATION -  11 JMR
 MN0652  PID         -  MN0652
 MN0652  STATE/COUNTY-  NE/BANNER
 MN0652  COUNTRY     -  US
 MN0652  USGS QUAD   -  MURRAY LAKE (2017)
 MN0652
 MN0652                         *CURRENT SURVEY CONTROL
 MN0652  ______________________________________________________________________
 MN0652* NAD 83(1995) POSITION- 41 38 24.06173(N) 103 53 23.99747(W)   ADJUSTED
 MN0652* NAVD 88 ORTHO HEIGHT -  1376.89  (+/-2cm)     4517.3   (feet) VERTCON
 MN0652  ______________________________________________________________________
 MN0652  GEOID HEIGHT    -        -18.576 (meters)                     GEOID18
 MN0652  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 MN0652  HORZ ORDER      -  THIRD
 MN0652  VERT ORDER      -  THIRD ? (See Below)
 MN0652
 MN0652.The horizontal coordinates were established by classical geodetic methods
 MN0652.and adjusted by the National Geodetic Survey in August 1997.
 MN0652
 MN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0652
 MN0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0652.GEOID18 height accuracy estimate available here.
 MN0652
 MN0652.The vertical order pertains to the NGVD 29 superseded value.
 MN0652
 MN0652.Click photographs - Photos may exist for this station.
 MN0652
 MN0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0652
 MN0652. The following values were computed from the NAD 83(1995) position.
 MN0652
 MN0652;                    North         East     Units Scale Factor Converg.
 MN0652;SPC NE       -   207,875.109   176,119.592   MT  0.99966133   -2 34 40.4
 MN0652;SPC NE       -   682,003.59    577,819.03   sFT  0.99966133   -2 34 40.4
 MN0652;UTM  13      - 4,610,404.033   592,444.598   MT  0.99970517   +0 44 15.3
 MN0652
 MN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0652!SPC NE       -   0.99978700  x   0.99966133  =   0.99944840
 MN0652!UTM  13      -   0.99978700  x   0.99970517  =   0.99949223
 MN0652
 MN0652:                Primary Azimuth Mark                     Grid Az
 MN0652:SPC NE       -  EWING                                    007 29 35.4
 MN0652:UTM  13      -  EWING                                    004 10 39.7
 MN0652
 MN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9244410404(NAD 83)
 MN0652
 MN0652|---------------------------------------------------------------------|
 MN0652| PID    Reference Object                     Distance      Geod. Az  |
 MN0652|                                                           dddmmss.s |
 MN0652| MN0653 EWING                               APPROX.12.6 KM 0045455.0 |
 MN0652|---------------------------------------------------------------------|
 MN0652
 MN0652                          SUPERSEDED SURVEY CONTROL
 MN0652
 MN0652  NAD 83(1993)-  41 38 24.06172(N)    103 53 23.99748(W) AD(       ) 3
 MN0652  NAD 83(1986)-  41 38 24.05159(N)    103 53 24.00078(W) AD(       ) 3
 MN0652  NGVD 29            1376.16   (m)         4515.0    (f) LEVELING    3  
 MN0652
 MN0652.Superseded values are not recommended for survey control.
 MN0652
 MN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0652.See file dsdata.pdf to determine how the superseded data were derived.
 MN0652
 MN0652_MARKER: DD = SURVEY DISK
 MN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0652_STAMPING: 11 JMR 1960 4515
 MN0652_MARK LOGO: USGS
 MN0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0652+STABILITY: SURFACE MOTION
 MN0652
 MN0652  HISTORY     - Date     Condition        Report By
 MN0652  HISTORY     - 1960     MONUMENTED       USGS
 MN0652
 MN0652                          STATION DESCRIPTION
 MN0652
 MN0652'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JMR)
 MN0652'STATION IS LOCATED ABOUT 14.0 MI. E. OF LAGRANGE, WYOMING, AT THE
 MN0652'SW. CORNER OF SEC. 3, T 19 N, R 57 W, 70 FT. N. AND 32 FT. E. OF
 MN0652'T-JUNCTION OF E-W. COUNTY RD. AND COUNTY RD. N.
 MN0652'
 MN0652'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 MN0652'3 IN. ABOVE GROUND, STAMPED---11 JMR 1960 4515---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1260 ***********************************************************************
 MK1260  DESIGNATION -  110
 MK1260  PID         -  MK1260
 MK1260  STATE/COUNTY-  NE/COLFAX
 MK1260  COUNTRY     -  US
 MK1260  USGS QUAD   -  SCHUYLER (2017)
 MK1260
 MK1260                         *CURRENT SURVEY CONTROL
 MK1260  ______________________________________________________________________
 MK1260* NAD 83(1986) POSITION- 41 26 58.     (N) 097 03 23.     (W)   SCALED
 MK1260* NAVD 88 ORTHO HEIGHT -   410.995 (meters)     1348.41  (feet) ADJUSTED
 MK1260  ______________________________________________________________________
 MK1260  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 MK1260  DYNAMIC HEIGHT  -        410.817 (meters)     1347.82  (feet) COMP
 MK1260  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 MK1260
 MK1260  VERT ORDER      -  SECOND    CLASS 0
 MK1260
 MK1260.The horizontal coordinates were scaled from a map and have
 MK1260.an estimated accuracy of +/- 6 seconds.
 MK1260
 MK1260.The orthometric height was determined by differential leveling and
 MK1260.adjusted by the NATIONAL GEODETIC SURVEY
 MK1260.in June 1991.
 MK1260
 MK1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1260.GEOID18 height accuracy estimate available here.
 MK1260
 MK1260.Click photographs - Photos may exist for this station.
 MK1260
 MK1260.The dynamic height is computed by dividing the NAVD 88
 MK1260.geopotential number by the normal gravity value computed on the
 MK1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1260.degrees latitude (g = 980.6199 gals.).
 MK1260
 MK1260.The modeled gravity was interpolated from observed gravity values.
 MK1260
 MK1260;                    North         East    Units  Estimated Accuracy
 MK1260;SPC NE       -   183,620.      745,840.      MT  (+/- 180 meters Scaled)
 MK1260
 MK1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL623904(NAD 83)
 MK1260
 MK1260                          SUPERSEDED SURVEY CONTROL
 MK1260
 MK1260  NGVD 29 (??/??/92)  410.827  (m)         1347.85   (f) ADJ UNCH    2 0
 MK1260
 MK1260.Superseded values are not recommended for survey control.
 MK1260
 MK1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1260.See file dsdata.pdf to determine how the superseded data were derived.
 MK1260
 MK1260_MARKER: DD = SURVEY DISK
 MK1260_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1260_STAMPING: 110
 MK1260_MARK LOGO: CGS+SS
 MK1260_PROJECTION: RECESSED 6 CENTIMETERS
 MK1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1260
 MK1260  HISTORY     - Date     Condition        Report By
 MK1260  HISTORY     - 1934     MONUMENTED       NEGS
 MK1260  HISTORY     - 1950     GOOD             CGS
 MK1260
 MK1260                          STATION DESCRIPTION
 MK1260
 MK1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1260'AT SCHUYLER.
 MK1260'AT SCHUYLER, 110.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 MK1260'UNION PACIFIC RAILROAD STATION, 110 FEET SOUTH OF THE CENTER
 MK1260'LINE OF 13TH STREET, 141 FEET WEST OF THE CENTER LINE OF C STREET,
 MK1260'62.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 10.4
 MK1260'FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 1.0 FOOT EAST OF A
 MK1260'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK1260'0.2 FOOT BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0640 ***********************************************************************
 LF0640  DESIGNATION -  1106
 LF0640  PID         -  LF0640
 LF0640  STATE/COUNTY-  NE/RICHARDSON
 LF0640  COUNTRY     -  US
 LF0640  USGS QUAD   -  BARADA (2017)
 LF0640
 LF0640                         *CURRENT SURVEY CONTROL
 LF0640  ______________________________________________________________________
 LF0640* NAD 83(1986) POSITION- 40 11 21.     (N) 095 35 49.     (W)   SCALED
 LF0640* NAVD 88 ORTHO HEIGHT -   336.742 (meters)     1104.79  (feet) ADJUSTED
 LF0640  ______________________________________________________________________
 LF0640  GEOID HEIGHT    -        -30.361 (meters)                     GEOID18
 LF0640  DYNAMIC HEIGHT  -        336.556 (meters)     1104.18  (feet) COMP
 LF0640  MODELED GRAVITY -    980,062.9   (mgal)                       NAVD 88
 LF0640
 LF0640  VERT ORDER      -  SECOND    CLASS 0
 LF0640
 LF0640.The horizontal coordinates were scaled from a map and have
 LF0640.an estimated accuracy of +/- 6 seconds.
 LF0640
 LF0640.The orthometric height was determined by differential leveling and
 LF0640.adjusted by the NATIONAL GEODETIC SURVEY
 LF0640.in June 1991.
 LF0640
 LF0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0640.GEOID18 height accuracy estimate available here.
 LF0640
 LF0640.Click photographs - Photos may exist for this station.
 LF0640
 LF0640.The dynamic height is computed by dividing the NAVD 88
 LF0640.geopotential number by the normal gravity value computed on the
 LF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0640.degrees latitude (g = 980.6199 gals.).
 LF0640
 LF0640.The modeled gravity was interpolated from observed gravity values.
 LF0640
 LF0640;                    North         East    Units  Estimated Accuracy
 LF0640;SPC NE       -    49,060.      874,760.      MT  (+/- 180 meters Scaled)
 LF0640
 LF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE789519(NAD 83)
 LF0640
 LF0640                          SUPERSEDED SURVEY CONTROL
 LF0640
 LF0640  NGVD 29 (??/??/92)  336.670  (m)         1104.56   (f) ADJ UNCH    2 0
 LF0640
 LF0640.Superseded values are not recommended for survey control.
 LF0640
 LF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0640.See file dsdata.pdf to determine how the superseded data were derived.
 LF0640
 LF0640_MARKER: P = PIPE CAP
 LF0640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0640_STAMPING: 1106
 LF0640_MARK LOGO: USGS
 LF0640_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0640
 LF0640  HISTORY     - Date     Condition        Report By
 LF0640  HISTORY     - 1911     MONUMENTED       USGS
 LF0640  HISTORY     - 1947     GOOD             CGS
 LF0640  HISTORY     - 1960     GOOD             CGS
 LF0640  HISTORY     - 1980     GOOD             LOCSUR
 LF0640
 LF0640                          STATION DESCRIPTION
 LF0640
 LF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0640'2.9 MI S FROM BARADA.
 LF0640'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 2.0 MILES SOUTH
 LF0640'ALONG A GRAVEL ROAD FROM THE SCHOOL AT BARADA, IN THE SOUTHWEST
 LF0640'ANGLE OF A CROSS ROAD, 61.0 FEET SOUTHWEST OF THE INTERSECTION
 LF0640'OF THE CENTER LINES OF THE EAST-WEST ROAD AND THE NORTH-SOUTH
 LF0640'ROAD, 48.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 LF0640'40.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 18.5 FEET
 LF0640'WEST OF A TELEPHONE POLE, 1.5 FOOT WEST OF A REFERENCE POST,
 LF0640'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0640'IRON PIPE, ABOUT 3 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 LF0640'NOTE-- REFERENCE POST DESTROYED.
 LF0640
 LF0640                          STATION RECOVERY (1960)
 LF0640
 LF0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LF0640'RECOVERED IN GOOD CONDITION.
 LF0640
 LF0640                          STATION RECOVERY (1980)
 LF0640
 LF0640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0798 ***********************************************************************
 MK0798  DESIGNATION -  1109.99
 MK0798  PID         -  MK0798
 MK0798  STATE/COUNTY-  NE/SARPY
 MK0798  COUNTRY     -  US
 MK0798  USGS QUAD   -  WANN (2017)
 MK0798
 MK0798                         *CURRENT SURVEY CONTROL
 MK0798  ______________________________________________________________________
 MK0798* NAD 83(1986) POSITION- 41 08 49.     (N) 096 17 13.     (W)   SCALED
 MK0798* NAVD 88 ORTHO HEIGHT -   338.109 (meters)     1109.28  (feet) ADJUSTED
 MK0798  ______________________________________________________________________
 MK0798  GEOID HEIGHT    -        -26.698 (meters)                     GEOID18
 MK0798  DYNAMIC HEIGHT  -        337.966 (meters)     1108.81  (feet) COMP
 MK0798  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 MK0798
 MK0798  VERT ORDER      -  SECOND    CLASS 0
 MK0798
 MK0798.The horizontal coordinates were scaled from a map and have
 MK0798.an estimated accuracy of +/- 6 seconds.
 MK0798
 MK0798.The orthometric height was determined by differential leveling and
 MK0798.adjusted by the NATIONAL GEODETIC SURVEY
 MK0798.in June 1991.
 MK0798
 MK0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0798.GEOID18 height accuracy estimate available here.
 MK0798
 MK0798.Click photographs - Photos may exist for this station.
 MK0798
 MK0798.The dynamic height is computed by dividing the NAVD 88
 MK0798.geopotential number by the normal gravity value computed on the
 MK0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0798.degrees latitude (g = 980.6199 gals.).
 MK0798
 MK0798.The modeled gravity was interpolated from observed gravity values.
 MK0798
 MK0798;                    North         East    Units  Estimated Accuracy
 MK0798;SPC NE       -   152,540.      811,510.      MT  (+/- 180 meters Scaled)
 MK0798
 MK0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL276586(NAD 83)
 MK0798
 MK0798                          SUPERSEDED SURVEY CONTROL
 MK0798
 MK0798  NGVD 29 (??/??/92)  337.996  (m)         1108.91   (f) ADJ UNCH    2 0
 MK0798
 MK0798.Superseded values are not recommended for survey control.
 MK0798
 MK0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0798.See file dsdata.pdf to determine how the superseded data were derived.
 MK0798
 MK0798_MARKER: DD = SURVEY DISK
 MK0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0798_STAMPING: 1109.99
 MK0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0798+STABILITY: SURFACE MOTION
 MK0798
 MK0798  HISTORY     - Date     Condition        Report By
 MK0798  HISTORY     - UNK      MONUMENTED       LOCSUR
 MK0798  HISTORY     - 1950     GOOD             CGS
 MK0798
 MK0798                          STATION DESCRIPTION
 MK0798
 MK0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0798'2.8 MI NW FROM GRETNA.
 MK0798'2.2 MILES WEST ALONG A GRAVELD ROAD FROM THE POST OFFICE AT
 MK0798'GRETNA, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, 80 FEET
 MK0798'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE WHICH BELONGS
 MK0798'TO MR. HORN, 39 FEET NORTH OF THE CENTER LINE OF THE EAST AND
 MK0798'WEST ROAD, 23 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 MK0798'SOUTH ROAD, 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MK0798'SMALL WOODEN BRIDGE, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT
 MK0798'EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK0798'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0157 ***********************************************************************
 LG0157  DESIGNATION -  1119 OMAHA
 LG0157  PID         -  LG0157
 LG0157  STATE/COUNTY-  NE/CASS
 LG0157  COUNTRY     -  US
 LG0157  USGS QUAD   -  AVOCA (2017)
 LG0157
 LG0157                         *CURRENT SURVEY CONTROL
 LG0157  ______________________________________________________________________
 LG0157* NAD 83(1986) POSITION- 40 51 25.     (N) 096 02 42.     (W)   SCALED
 LG0157* NAVD 88 ORTHO HEIGHT -   340.433 (meters)     1116.90  (feet) ADJUSTED
 LG0157  ______________________________________________________________________
 LG0157  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 LG0157  DYNAMIC HEIGHT  -        340.286 (meters)     1116.42  (feet) COMP
 LG0157  MODELED GRAVITY -    980,182.8   (mgal)                       NAVD 88
 LG0157
 LG0157  VERT ORDER      -  SECOND    CLASS 0
 LG0157
 LG0157.The horizontal coordinates were scaled from a map and have
 LG0157.an estimated accuracy of +/- 6 seconds.
 LG0157
 LG0157.The orthometric height was determined by differential leveling and
 LG0157.adjusted by the NATIONAL GEODETIC SURVEY
 LG0157.in June 1991.
 LG0157
 LG0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0157.GEOID18 height accuracy estimate available here.
 LG0157
 LG0157.Click photographs - Photos may exist for this station.
 LG0157
 LG0157.The dynamic height is computed by dividing the NAVD 88
 LG0157.geopotential number by the normal gravity value computed on the
 LG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0157.degrees latitude (g = 980.6199 gals.).
 LG0157
 LG0157.The modeled gravity was interpolated from observed gravity values.
 LG0157
 LG0157;                    North         East    Units  Estimated Accuracy
 LG0157;SPC NE       -   121,270.      833,260.      MT  (+/- 180 meters Scaled)
 LG0157
 LG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490270(NAD 83)
 LG0157
 LG0157                          SUPERSEDED SURVEY CONTROL
 LG0157
 LG0157  NGVD 29 (??/??/92)  340.340  (m)         1116.60   (f) ADJ UNCH    2 0
 LG0157
 LG0157.Superseded values are not recommended for survey control.
 LG0157
 LG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0157.See file dsdata.pdf to determine how the superseded data were derived.
 LG0157
 LG0157_MARKER: P = PIPE CAP
 LG0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0157_STAMPING: 1119 OMAHA
 LG0157_MARK LOGO: USGS
 LG0157_MAGNETIC: P = MARKER IS A STEEL PIPE
 LG0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0157
 LG0157  HISTORY     - Date     Condition        Report By
 LG0157  HISTORY     - 1902     MONUMENTED       USGS
 LG0157  HISTORY     - 1950     GOOD             CGS
 LG0157  HISTORY     - 20180731 MARK NOT FOUND   JORSUR
 LG0157
 LG0157                          STATION DESCRIPTION
 LG0157
 LG0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0157'10.3 MI SW FROM MURRAY.
 LG0157'6.3 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LG0157'RAILROAD STATION AT MURRAY, THENCE 4.0 MILES SOUTH ALONG A
 LG0157'GRAVELED ROAD, AT A ROAD INTERSECTION, IN THE SOUTHEAST CORNER
 LG0157'OF A SCHOOL YARD, 69 YARDS EAST OF THE CENTER LINE OF A GRAVELED
 LG0157'ROAD LEADING NORTH, 115 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LG0157'OF A SCHOOLHOUSE, 19 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 LG0157'ROAD LEADING EAST, 16 FEET SOUTHWEST OF A FENCE CORNER, IN
 LG0157'LINE WITH A ROW OF POWER POLES, A BRONZE CAP RIVETED ON THE
 LG0157'TOP OF AN IRON PIPE WHICH PROJECTS 1.7 FEET ABOVE THE GROUND.
 LG0157
 LG0157                          STATION RECOVERY (2018)
 LG0157
 LG0157'RECOVERY NOTE BY JORGENSEN SURVEYING 2018 (BAJ)
 LG0157'THE SCHOOL, FENCE AND POWER POLES HAVE ALL BEEN REMOVED.  THE SCHOOL
 LG0157'WAS CLOSED IN 1954 AND THE SITE WAS DEMOLISHED AND BULLDOZED IN 2011.
 LG0157'USING ORIGINAL DESCRIPTION LOOKED FOR THE MARK ON THE NORTH SIDE OF
 LG0157'THE EAST/WEST ROAD BUT THE AREA WAS REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0016 ***********************************************************************
 LG0016  DESIGNATION -  1121.76
 LG0016  PID         -  LG0016
 LG0016  STATE/COUNTY-  NE/OTOE
 LG0016  COUNTRY     -  US
 LG0016  USGS QUAD   -  SYRACUSE (2017)
 LG0016
 LG0016                         *CURRENT SURVEY CONTROL
 LG0016  ______________________________________________________________________
 LG0016* NAD 83(1986) POSITION- 40 40 04.     (N) 096 10 44.     (W)   SCALED
 LG0016* NAVD 88 ORTHO HEIGHT -   342.239 (meters)     1122.83  (feet) ADJUSTED
 LG0016  ______________________________________________________________________
 LG0016  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 LG0016  DYNAMIC HEIGHT  -        342.069 (meters)     1122.27  (feet) COMP
 LG0016  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 LG0016
 LG0016  VERT ORDER      -  FIRST     CLASS II
 LG0016
 LG0016.The horizontal coordinates were scaled from a map and have
 LG0016.an estimated accuracy of +/- 6 seconds.
 LG0016
 LG0016.The orthometric height was determined by differential leveling and
 LG0016.adjusted by the NATIONAL GEODETIC SURVEY
 LG0016.in June 1991.
 LG0016
 LG0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0016.GEOID18 height accuracy estimate available here.
 LG0016
 LG0016.Click photographs - Photos may exist for this station.
 LG0016
 LG0016.The dynamic height is computed by dividing the NAVD 88
 LG0016.geopotential number by the normal gravity value computed on the
 LG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0016.degrees latitude (g = 980.6199 gals.).
 LG0016
 LG0016.The modeled gravity was interpolated from observed gravity values.
 LG0016
 LG0016;                    North         East    Units  Estimated Accuracy
 LG0016;SPC NE       -    99,780.      822,920.      MT  (+/- 180 meters Scaled)
 LG0016
 LG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL384057(NAD 83)
 LG0016
 LG0016                          SUPERSEDED SURVEY CONTROL
 LG0016
 LG0016  NGVD 29 (??/??/92)  342.129  (m)         1122.47   (f) ADJ UNCH    1 2
 LG0016
 LG0016.Superseded values are not recommended for survey control.
 LG0016
 LG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0016.See file dsdata.pdf to determine how the superseded data were derived.
 LG0016
 LG0016_MARKER: DB = BENCH MARK DISK
 LG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0016_MARK LOGO: USGS
 LG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0016+STABILITY: SURFACE MOTION
 LG0016
 LG0016  HISTORY     - Date     Condition        Report By
 LG0016  HISTORY     - UNK      MONUMENTED       USGS
 LG0016  HISTORY     - 1940     GOOD             CGS
 LG0016  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0016
 LG0016                          STATION DESCRIPTION
 LG0016
 LG0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0016'0.3 MI E FROM SYRACUSE.
 LG0016'0.3 MILE EAST ALONG A ROAD FROM THE CHICAGO, BURLINGTON AND
 LG0016'QUINCY RAILROAD STATION AT SYRACUSE, OTOE COUNTY, 1.0 MILE NORTH
 LG0016'ALONG THE OILED ROAD, IN THE NORTHWEST CORNER OF SECTION 15,
 LG0016'T 8 N, R 11 E, 75 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LG0016'L.C. GELLERMANN SERVICE STATION, 75 FEET SOUTHEAST OF THE CENTER
 LG0016'OF THE INTERSECTION OF STATE HIGHWAY 2, 30 FEET SOUTH OF THE
 LG0016'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A UNITED
 LG0016'STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A
 LG0016'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 LG0016
 LG0016                          STATION RECOVERY (1964)
 LG0016
 LG0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1249 ***********************************************************************
 MK1249  DESIGNATION -  113
 MK1249  PID         -  MK1249
 MK1249  STATE/COUNTY-  NE/PLATTE
 MK1249  COUNTRY     -  US
 MK1249  USGS QUAD   -  COLUMBUS (2017)
 MK1249
 MK1249                         *CURRENT SURVEY CONTROL
 MK1249  ______________________________________________________________________
 MK1249* NAD 83(1986) POSITION- 41 25 58.     (N) 097 17 29.     (W)   SCALED
 MK1249* NAVD 88 ORTHO HEIGHT -   435.093 (meters)     1427.47  (feet) ADJUSTED
 MK1249  ______________________________________________________________________
 MK1249  GEOID HEIGHT    -        -25.443 (meters)                     GEOID18
 MK1249  DYNAMIC HEIGHT  -        434.904 (meters)     1426.85  (feet) COMP
 MK1249  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 MK1249
 MK1249  VERT ORDER      -  SECOND    CLASS 0
 MK1249
 MK1249.The horizontal coordinates were scaled from a map and have
 MK1249.an estimated accuracy of +/- 6 seconds.
 MK1249
 MK1249.The orthometric height was determined by differential leveling and
 MK1249.adjusted by the NATIONAL GEODETIC SURVEY
 MK1249.in June 1991.
 MK1249
 MK1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1249.GEOID18 height accuracy estimate available here.
 MK1249
 MK1249.Click photographs - Photos may exist for this station.
 MK1249
 MK1249.The dynamic height is computed by dividing the NAVD 88
 MK1249.geopotential number by the normal gravity value computed on the
 MK1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1249.degrees latitude (g = 980.6199 gals.).
 MK1249
 MK1249.The modeled gravity was interpolated from observed gravity values.
 MK1249
 MK1249;                    North         East    Units  Estimated Accuracy
 MK1249;SPC NE       -   181,120.      726,280.      MT  (+/- 180 meters Scaled)
 MK1249
 MK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL427882(NAD 83)
 MK1249
 MK1249                          SUPERSEDED SURVEY CONTROL
 MK1249
 MK1249  NGVD 29 (??/??/92)  434.912  (m)         1426.87   (f) ADJ UNCH    2 0
 MK1249
 MK1249.Superseded values are not recommended for survey control.
 MK1249
 MK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1249.See file dsdata.pdf to determine how the superseded data were derived.
 MK1249
 MK1249_MARKER: DD = SURVEY DISK
 MK1249_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1249_STAMPING: 113
 MK1249_MARK LOGO: CGS+SS
 MK1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1249
 MK1249  HISTORY     - Date     Condition        Report By
 MK1249  HISTORY     - 1934     MONUMENTED       NEGS
 MK1249  HISTORY     - 1950     GOOD             CGS
 MK1249  HISTORY     - 1984     GOOD             LOCSUR
 MK1249
 MK1249                          STATION DESCRIPTION
 MK1249
 MK1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1249'3.5 MI E FROM COLUMBUS.
 MK1249'3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1249'AT COLUMBUS, AT A ROAD CROSSING, 113 FEET NORTHEAST OF MILEPOST
 MK1249'81, 85 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED
 MK1249'ROAD, 46.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 17.4
 MK1249'FEET NORTHWEST OF A POWER POLE, 1.6 FEET EAST OF A WITNESS POST,
 MK1249'DIRECTLY BENEATH A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1249'IS FLUSH WITH THE GROUND.
 MK1249
 MK1249                          STATION RECOVERY (1984)
 MK1249
 MK1249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0670 ***********************************************************************
 LG0670  DESIGNATION -  113.8
 LG0670  PID         -  LG0670
 LG0670  STATE/COUNTY-  NE/FILLMORE
 LG0670  COUNTRY     -  US
 LG0670  USGS QUAD   -  FAIRMONT (2017)
 LG0670
 LG0670                         *CURRENT SURVEY CONTROL
 LG0670  ______________________________________________________________________
 LG0670* NAD 83(1986) POSITION- 40 38 10.     (N) 097 36 13.     (W)   SCALED
 LG0670* NAVD 88 ORTHO HEIGHT -   503.932 (meters)     1653.32  (feet) ADJUSTED
 LG0670  ______________________________________________________________________
 LG0670  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 LG0670  DYNAMIC HEIGHT  -        503.656 (meters)     1652.41  (feet) COMP
 LG0670  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 LG0670
 LG0670  VERT ORDER      -  SECOND    CLASS 0
 LG0670
 LG0670.The horizontal coordinates were scaled from a map and have
 LG0670.an estimated accuracy of +/- 6 seconds.
 LG0670
 LG0670.The orthometric height was determined by differential leveling and
 LG0670.adjusted by the NATIONAL GEODETIC SURVEY
 LG0670.in June 1991.
 LG0670
 LG0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0670.GEOID18 height accuracy estimate available here.
 LG0670
 LG0670.Click photographs - Photos may exist for this station.
 LG0670
 LG0670.The dynamic height is computed by dividing the NAVD 88
 LG0670.geopotential number by the normal gravity value computed on the
 LG0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0670.degrees latitude (g = 980.6199 gals.).
 LG0670
 LG0670.The modeled gravity was interpolated from observed gravity values.
 LG0670
 LG0670;                    North         East    Units  Estimated Accuracy
 LG0670;SPC NE       -    91,940.      702,650.      MT  (+/- 180 meters Scaled)
 LG0670
 LG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK180993(NAD 83)
 LG0670
 LG0670                          SUPERSEDED SURVEY CONTROL
 LG0670
 LG0670  NGVD 29 (??/??/92)  503.756  (m)         1652.74   (f) ADJ UNCH    2 0
 LG0670
 LG0670.Superseded values are not recommended for survey control.
 LG0670
 LG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0670.See file dsdata.pdf to determine how the superseded data were derived.
 LG0670
 LG0670_MARKER: Q = CHISELED SQUARE
 LG0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0670_SP_SET: CONCRETE BASE
 LG0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0670
 LG0670  HISTORY     - Date     Condition        Report By
 LG0670  HISTORY     - UNK      MONUMENTED       CGS
 LG0670  HISTORY     - 1934     GOOD             CGS
 LG0670
 LG0670                          STATION DESCRIPTION
 LG0670
 LG0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0670'0.9 MI SW FROM FAIRMONT.
 LG0670'0.9 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0670'RAILROAD FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, AT
 LG0670'SIGNAL TOWER 113.8, ON THE SOUTHEAST CORNER OF THE CONCRETE BASE,
 LG0670'AND 12 FEET NORTH OF THE CENTER LINE OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1242 ***********************************************************************
 MK1242  DESIGNATION -  114
 MK1242  PID         -  MK1242
 MK1242  STATE/COUNTY-  NE/PLATTE
 MK1242  COUNTRY     -  US
 MK1242  USGS QUAD   -  COLUMBUS (2017)
 MK1242
 MK1242                         *CURRENT SURVEY CONTROL
 MK1242  ______________________________________________________________________
 MK1242* NAD 83(1986) POSITION- 41 25 48.     (N) 097 19 47.     (W)   SCALED
 MK1242* NAVD 88 ORTHO HEIGHT -   435.930 (meters)     1430.21  (feet) ADJUSTED
 MK1242  ______________________________________________________________________
 MK1242  GEOID HEIGHT    -        -25.407 (meters)                     GEOID18
 MK1242  DYNAMIC HEIGHT  -        435.740 (meters)     1429.59  (feet) COMP
 MK1242  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 MK1242
 MK1242  VERT ORDER      -  SECOND    CLASS 0
 MK1242
 MK1242.The horizontal coordinates were scaled from a map and have
 MK1242.an estimated accuracy of +/- 6 seconds.
 MK1242
 MK1242.The orthometric height was determined by differential leveling and
 MK1242.adjusted by the NATIONAL GEODETIC SURVEY
 MK1242.in June 1991.
 MK1242
 MK1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1242.GEOID18 height accuracy estimate available here.
 MK1242
 MK1242.Click photographs - Photos may exist for this station.
 MK1242
 MK1242.The dynamic height is computed by dividing the NAVD 88
 MK1242.geopotential number by the normal gravity value computed on the
 MK1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1242.degrees latitude (g = 980.6199 gals.).
 MK1242
 MK1242.The modeled gravity was interpolated from observed gravity values.
 MK1242
 MK1242;                    North         East    Units  Estimated Accuracy
 MK1242;SPC NE       -   180,720.      723,090.      MT  (+/- 180 meters Scaled)
 MK1242
 MK1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL395878(NAD 83)
 MK1242
 MK1242                          SUPERSEDED SURVEY CONTROL
 MK1242
 MK1242  NGVD 29 (??/??/92)  435.745  (m)         1429.61   (f) ADJ UNCH    2 0
 MK1242
 MK1242.Superseded values are not recommended for survey control.
 MK1242
 MK1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1242.See file dsdata.pdf to determine how the superseded data were derived.
 MK1242
 MK1242_MARKER: DD = SURVEY DISK
 MK1242_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1242_STAMPING: 114
 MK1242_MARK LOGO: CGS+SS
 MK1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1242
 MK1242  HISTORY     - Date     Condition        Report By
 MK1242  HISTORY     - 1934     MONUMENTED       NEGS
 MK1242  HISTORY     - 1950     GOOD             CGS
 MK1242  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1242
 MK1242                          STATION DESCRIPTION
 MK1242
 MK1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1242'1.5 MI E FROM COLUMBUS.
 MK1242'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1242'AT COLUMBUS, AT A ROAD CROSSING, 123 FEET NORTHWEST OF MILEPOST
 MK1242'83, 80.3 FEET NORTHWEST OF THE CENTER OF THE ROAD CROSSING, 66
 MK1242'FEET EAST OF THE FIRST POLE WEST OF THE ROAD CROSSING, 47 FEET
 MK1242'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 21.5 FEET WEST OF
 MK1242'BENCH MARK N 337, 0.5 FOOT SOUTH OF A FENCE, AND SET IN THE TOP
 MK1242'OF A CONCRETE POST.
 MK1242
 MK1242                          STATION RECOVERY (1957)
 MK1242
 MK1242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0310 ***********************************************************************
 LG0310  DESIGNATION -  1179.1
 LG0310  PID         -  LG0310
 LG0310  STATE/COUNTY-  NE/LANCASTER
 LG0310  COUNTRY     -  US
 LG0310  USGS QUAD   -  LINCOLN (2017)
 LG0310
 LG0310                         *CURRENT SURVEY CONTROL
 LG0310  ______________________________________________________________________
 LG0310* NAD 83(1986) POSITION- 40 48 50.     (N) 096 42 28.     (W)   SCALED
 LG0310* NAVD 88 ORTHO HEIGHT -   359.638 (meters)     1179.91  (feet) ADJUSTED
 LG0310  ______________________________________________________________________
 LG0310  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 LG0310  DYNAMIC HEIGHT  -        359.479 (meters)     1179.39  (feet) COMP
 LG0310  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 LG0310
 LG0310  VERT ORDER      -  FIRST     CLASS II
 LG0310
 LG0310.The horizontal coordinates were scaled from a map and have
 LG0310.an estimated accuracy of +/- 6 seconds.
 LG0310
 LG0310.The orthometric height was determined by differential leveling and
 LG0310.adjusted by the NATIONAL GEODETIC SURVEY
 LG0310.in June 1991.
 LG0310
 LG0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0310.GEOID18 height accuracy estimate available here.
 LG0310
 LG0310.Click photographs - Photos may exist for this station.
 LG0310
 LG0310.The dynamic height is computed by dividing the NAVD 88
 LG0310.geopotential number by the normal gravity value computed on the
 LG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0310.degrees latitude (g = 980.6199 gals.).
 LG0310
 LG0310.The modeled gravity was interpolated from observed gravity values.
 LG0310
 LG0310;                    North         East    Units  Estimated Accuracy
 LG0310;SPC NE       -   114,160.      777,630.      MT  (+/- 180 meters Scaled)
 LG0310
 LG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL933206(NAD 83)
 LG0310
 LG0310                          SUPERSEDED SURVEY CONTROL
 LG0310
 LG0310  NGVD 29 (??/??/92)  359.542  (m)         1179.60   (f) ADJ UNCH    1 2
 LG0310
 LG0310.Superseded values are not recommended for survey control.
 LG0310
 LG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0310.See file dsdata.pdf to determine how the superseded data were derived.
 LG0310
 LG0310_MARKER: Q = CHISELED SQUARE
 LG0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0310_SP_SET: WATER TABLE
 LG0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0310
 LG0310  HISTORY     - Date     Condition        Report By
 LG0310  HISTORY     - 1933     MONUMENTED       CGS
 LG0310  HISTORY     - 1940     GOOD             CGS
 LG0310  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0310  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0310
 LG0310                          STATION DESCRIPTION
 LG0310
 LG0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0310'AT LINCOLN.
 LG0310'AT LINCOLN, LANCASTER COUNTY, AT THE NORTHEAST CORNER OF THE
 LG0310'CITY HALL, AND ON THE WATER TABLE.  A CHISELED SQUARE.
 LG0310
 LG0310                          STATION RECOVERY (1990)
 LG0310
 LG0310'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0310'MARK NOT FOUND.
 LG0310
 LG0310                          STATION RECOVERY (1991)
 LG0310
 LG0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0310'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0361 ***********************************************************************
 LG0361  DESIGNATION -  1196
 LG0361  PID         -  LG0361
 LG0361  STATE/COUNTY-  NE/LANCASTER
 LG0361  COUNTRY     -  US
 LG0361  USGS QUAD   -  ROCA (2017)
 LG0361
 LG0361                         *CURRENT SURVEY CONTROL
 LG0361  ______________________________________________________________________
 LG0361* NAD 83(1986) POSITION- 40 41 53.     (N) 096 41 19.     (W)   SCALED
 LG0361* NAVD 88 ORTHO HEIGHT -   364.299 (meters)     1195.20  (feet) ADJUSTED
 LG0361  ______________________________________________________________________
 LG0361  GEOID HEIGHT    -        -25.916 (meters)                     GEOID18
 LG0361  DYNAMIC HEIGHT  -        364.142 (meters)     1194.69  (feet) COMP
 LG0361  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 LG0361
 LG0361  VERT ORDER      -  SECOND    CLASS 0
 LG0361
 LG0361.The horizontal coordinates were scaled from a map and have
 LG0361.an estimated accuracy of +/- 6 seconds.
 LG0361
 LG0361.The orthometric height was determined by differential leveling and
 LG0361.adjusted by the NATIONAL GEODETIC SURVEY
 LG0361.in June 1991.
 LG0361
 LG0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0361.GEOID18 height accuracy estimate available here.
 LG0361
 LG0361.Click photographs - Photos may exist for this station.
 LG0361
 LG0361.The dynamic height is computed by dividing the NAVD 88
 LG0361.geopotential number by the normal gravity value computed on the
 LG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0361.degrees latitude (g = 980.6199 gals.).
 LG0361
 LG0361.The modeled gravity was interpolated from observed gravity values.
 LG0361
 LG0361;                    North         East    Units  Estimated Accuracy
 LG0361;SPC NE       -   101,370.      779,740.      MT  (+/- 180 meters Scaled)
 LG0361
 LG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL952078(NAD 83)
 LG0361
 LG0361                          SUPERSEDED SURVEY CONTROL
 LG0361
 LG0361  NGVD 29 (??/??/92)  364.208  (m)         1194.91   (f) ADJ UNCH    2 0
 LG0361
 LG0361.Superseded values are not recommended for survey control.
 LG0361
 LG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0361.See file dsdata.pdf to determine how the superseded data were derived.
 LG0361
 LG0361_MARKER: P = PIPE CAP
 LG0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0361_STAMPING: ELEV 1195
 LG0361_MARK LOGO: USDA
 LG0361_MAGNETIC: P = MARKER IS A STEEL PIPE
 LG0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0361
 LG0361  HISTORY     - Date     Condition        Report By
 LG0361  HISTORY     - UNK      MONUMENTED       USDA
 LG0361  HISTORY     - 1934     GOOD             CGS
 LG0361  HISTORY     - 1963     MARK NOT FOUND   CGS
 LG0361
 LG0361                          STATION DESCRIPTION
 LG0361
 LG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0361'AT JAMAICA.
 LG0361'AT JAMAICA, LANCASTER COUNTY, ON THE UNION PACIFIC RAILROAD, 5
 LG0361'RAILS SOUTH OF THE STATION, 45 FEET EAST OF THE TRACK, AND ON A
 LG0361'PROPERTY LINE.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 LG0361'STANDARD CAP, STAMPED 1195 AND FASTENED ON THE TOP OF AN IRON
 LG0361'PIPE.
 LG0361
 LG0361                          STATION RECOVERY (1963)
 LG0361
 LG0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0694 ***********************************************************************
 NQ0694  DESIGNATION -  12 DHW
 NQ0694  PID         -  NQ0694
 NQ0694  STATE/COUNTY-  NE/SIOUX
 NQ0694  COUNTRY     -  US
 NQ0694  USGS QUAD   -  SHERRILL HILLS (2018)
 NQ0694
 NQ0694                         *CURRENT SURVEY CONTROL
 NQ0694  ______________________________________________________________________
 NQ0694* NAD 83(1986) POSITION- 42 58 18.     (N) 104 01 13.     (W)   SCALED
 NQ0694* NAVD 88 ORTHO HEIGHT -  1224.627 (meters)     4017.80  (feet) ADJUSTED
 NQ0694  ______________________________________________________________________
 NQ0694  GEOID HEIGHT    -        -15.251 (meters)                     GEOID18
 NQ0694  DYNAMIC HEIGHT  -       1224.020 (meters)     4015.81  (feet) COMP
 NQ0694  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 NQ0694
 NQ0694  VERT ORDER      -  THIRD
 NQ0694
 NQ0694.The horizontal coordinates were scaled from a map and have
 NQ0694.an estimated accuracy of +/- 6 seconds.
 NQ0694
 NQ0694.The orthometric height was determined by differential leveling and
 NQ0694.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0694.in June 1991.
 NQ0694
 NQ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0694.GEOID18 height accuracy estimate available here.
 NQ0694
 NQ0694.Click photographs - Photos may exist for this station.
 NQ0694
 NQ0694.The dynamic height is computed by dividing the NAVD 88
 NQ0694.geopotential number by the normal gravity value computed on the
 NQ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0694.degrees latitude (g = 980.6199 gals.).
 NQ0694
 NQ0694.The modeled gravity was interpolated from observed gravity values.
 NQ0694
 NQ0694;                    North         East    Units  Estimated Accuracy
 NQ0694;SPC NE       -   356,100.      172,150.      MT  (+/- 180 meters Scaled)
 NQ0694
 NQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH798581(NAD 83)
 NQ0694
 NQ0694                          SUPERSEDED SURVEY CONTROL
 NQ0694
 NQ0694.No superseded survey control is available for this station.
 NQ0694
 NQ0694_MARKER: DB = BENCH MARK DISK
 NQ0694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0694_STAMPING: 12 DHW 1974
 NQ0694_MARK LOGO: USGS
 NQ0694_PROJECTION: FLUSH
 NQ0694_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0694+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0694_ROD/PIPE-DEPTH: 3.0 meters
 NQ0694
 NQ0694  HISTORY     - Date     Condition        Report By
 NQ0694  HISTORY     - 1974     MONUMENTED       USGS
 NQ0694
 NQ0694                          STATION DESCRIPTION
 NQ0694
 NQ0694'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (DHW)
 NQ0694'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 22.4 MILES
 NQ0694'WEST ALONG GRADED ROAD AND TRACK ROAD TO A Y-JUNCTION OF THE ROAD,
 NQ0694'THE TOP OF A SMALL HILL, 4.2 MILES SOUTHWEST OF WALLACES RANCH HOUSE,
 NQ0694'SOUTH OF 1/4 CORNER OF SECTION 34/TOWNSHIP 35 NORTH/RANGE 57 WEST,
 NQ0694'286 FEET SOUTHWEST OF A WATER TANK, SET IN A COPPER-CLAD STEEL ROD
 NQ0694'DRIVEN 10 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0255 ***********************************************************************
 NO0255  DESIGNATION -  1214.00
 NO0255  PID         -  NO0255
 NO0255  STATE/COUNTY-  NE/HOOKER
 NO0255  COUNTRY     -  US
 NO0255  USGS QUAD   -  HIRE SE (2017)
 NO0255
 NO0255                         *CURRENT SURVEY CONTROL
 NO0255  ______________________________________________________________________
 NO0255* NAD 83(1986) POSITION- 42 01 59.     (N) 101 21 02.     (W)   SCALED
 NO0255* NAVD 88 ORTHO HEIGHT -  1050.338 (meters)     3445.98  (feet) ADJUSTED
 NO0255  ______________________________________________________________________
 NO0255  GEOID HEIGHT    -        -20.073 (meters)                     GEOID18
 NO0255  DYNAMIC HEIGHT  -       1049.765 (meters)     3444.10  (feet) COMP
 NO0255  MODELED GRAVITY -    980,040.3   (mgal)                       NAVD 88
 NO0255
 NO0255  VERT ORDER      -  SECOND    CLASS 0
 NO0255
 NO0255.The horizontal coordinates were scaled from a map and have
 NO0255.an estimated accuracy of +/- 6 seconds.
 NO0255
 NO0255.The orthometric height was determined by differential leveling and
 NO0255.adjusted by the NATIONAL GEODETIC SURVEY
 NO0255.in June 1991.
 NO0255
 NO0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0255.GEOID18 height accuracy estimate available here.
 NO0255
 NO0255.Click photographs - Photos may exist for this station.
 NO0255
 NO0255.The dynamic height is computed by dividing the NAVD 88
 NO0255.geopotential number by the normal gravity value computed on the
 NO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0255.degrees latitude (g = 980.6199 gals.).
 NO0255
 NO0255.The modeled gravity was interpolated from observed gravity values.
 NO0255
 NO0255;                    North         East    Units  Estimated Accuracy
 NO0255;SPC NE       -   245,100.      388,200.      MT  (+/- 180 meters Scaled)
 NO0255
 NO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM054561(NAD 83)
 NO0255
 NO0255                          SUPERSEDED SURVEY CONTROL
 NO0255
 NO0255  NGVD 29 (??/??/92) 1049.932  (m)         3444.65   (f) ADJ UNCH    2 0
 NO0255
 NO0255.Superseded values are not recommended for survey control.
 NO0255
 NO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0255.See file dsdata.pdf to determine how the superseded data were derived.
 NO0255
 NO0255_MARKER: P = PIPE CAP
 NO0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0255_STAMPING: CB+Q BM 1214
 NO0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0255
 NO0255  HISTORY     - Date     Condition        Report By
 NO0255  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0255  HISTORY     - 1934     GOOD             CGS
 NO0255
 NO0255                          STATION DESCRIPTION
 NO0255
 NO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0255'9 MI E FROM WHITMAN.
 NO0255'IN HOOKER COUNTY, 9.0 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0255'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0255'AT MILEAGE 284.92, 99 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 NO0255'A CHICAGO, BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED
 NO0255'CB+Q BM 1214 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0916 ***********************************************************************
 MJ0916  DESIGNATION -  122/1 BOLT
 MJ0916  PID         -  MJ0916
 MJ0916  STATE/COUNTY-  NE/DOUGLAS
 MJ0916  COUNTRY     -  US
 MJ0916  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0916
 MJ0916                         *CURRENT SURVEY CONTROL
 MJ0916  ______________________________________________________________________
 MJ0916* NAD 83(1986) POSITION- 41 18 23.     (N) 095 56 14.     (W)   SCALED
 MJ0916* NAVD 88 ORTHO HEIGHT -   299.588 (meters)      982.90  (feet) ADJUSTED
 MJ0916  ______________________________________________________________________
 MJ0916  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 MJ0916  DYNAMIC HEIGHT  -        299.461 (meters)      982.48  (feet) COMP
 MJ0916  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 MJ0916
 MJ0916  VERT ORDER      -  FIRST     CLASS II
 MJ0916
 MJ0916.The horizontal coordinates were scaled from a map and have
 MJ0916.an estimated accuracy of +/- 6 seconds.
 MJ0916
 MJ0916.The orthometric height was determined by differential leveling and
 MJ0916.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0916.in June 1991.
 MJ0916
 MJ0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0916.GEOID18 height accuracy estimate available here.
 MJ0916
 MJ0916.Click photographs - Photos may exist for this station.
 MJ0916
 MJ0916.The dynamic height is computed by dividing the NAVD 88
 MJ0916.geopotential number by the normal gravity value computed on the
 MJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0916.degrees latitude (g = 980.6199 gals.).
 MJ0916
 MJ0916.The modeled gravity was interpolated from observed gravity values.
 MJ0916
 MJ0916;                    North         East    Units  Estimated Accuracy
 MJ0916;SPC NE       -   171,540.      840,000.      MT  (+/- 180 meters Scaled)
 MJ0916
 MJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541769(NAD 83)
 MJ0916
 MJ0916                          SUPERSEDED SURVEY CONTROL
 MJ0916
 MJ0916  NGVD 29 (??/??/92)  299.459  (m)          982.48   (f) ADJ UNCH    1 2
 MJ0916
 MJ0916.Superseded values are not recommended for survey control.
 MJ0916
 MJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0916.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0916
 MJ0916_MARKER: B = BOLT
 MJ0916_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ0916_SP_SET: STONE SQUARE
 MJ0916_MARK LOGO: MORC
 MJ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0916+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0916
 MJ0916  HISTORY     - Date     Condition        Report By
 MJ0916  HISTORY     - UNK      MONUMENTED       MORC
 MJ0916  HISTORY     - 1947     GOOD             CGS
 MJ0916  HISTORY     - 19880510 GOOD             NGS
 MJ0916
 MJ0916                          STATION DESCRIPTION
 MJ0916
 MJ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0916'AT OMAHA.
 MJ0916'AT OMAHA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FORT
 MJ0916'STREET AND SIXTEENTH STREET, 38.5 FEET EAST OF THE CENTER LINE
 MJ0916'OF SIXTEENTH STREET, 34 FEET SOUTH OF THE CENTER LINE OF FORT
 MJ0916'STREET, 9 FEET SOUTHEAST OF A POWER POLE, A COPPER BOLT LEADED
 MJ0916'IN A STONE 18-INCHES SQUARE, SET ABOUT 4 FEET UNDERGROUND, ACCESS
 MJ0916'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 MJ0916'COMMISSION CAP.  THE PIPE PROJECTS 1 FOOT ABOVE THE GROUND.
 MJ0916
 MJ0916                          STATION RECOVERY (1988)
 MJ0916
 MJ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0916'IN OMAHA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FORT STREET
 MJ0916'AND 16TH STREET,  11.73 M (38.5 FT) EAST FROM THE CENTERLINE
 MJ0916'OF 16TH STREET, 10.4 M (34.1 FT) SOUTH FROM THE CENTERLINE OF FORT
 MJ0916'STREET, A COPPER BOLT LEADED IN A STONE, 18-INCHES SQUARE,
 MJ0916'ABOUT 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.
 MJ0916'THE PIPE OVER THE BOLT IS STILL IN PLACE, HOWEVER, THE PIPE IS
 MJ0916'BATTERED AND THE CAP IS MISSING.  THE BOLT WAS NOT EXPOSED ON THIS
 MJ0916'DATE BUT SHOULD STILL BE IN PLACE AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0915 ***********************************************************************
 MJ0915  DESIGNATION -  122/1 CAP
 MJ0915  PID         -  MJ0915
 MJ0915  STATE/COUNTY-  NE/DOUGLAS
 MJ0915  COUNTRY     -  US
 MJ0915  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0915
 MJ0915                         *CURRENT SURVEY CONTROL
 MJ0915  ______________________________________________________________________
 MJ0915* NAD 83(1986) POSITION- 41 18 23.     (N) 095 56 13.     (W)   SCALED
 MJ0915* NAVD 88 ORTHO HEIGHT -   300.826 (meters)      986.96  (feet) ADJUSTED
 MJ0915  ______________________________________________________________________
 MJ0915  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 MJ0915  DYNAMIC HEIGHT  -        300.698 (meters)      986.54  (feet) COMP
 MJ0915  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 MJ0915
 MJ0915  VERT ORDER      -  FIRST     CLASS II
 MJ0915
 MJ0915.The horizontal coordinates were scaled from a map and have
 MJ0915.an estimated accuracy of +/- 6 seconds.
 MJ0915
 MJ0915.The orthometric height was determined by differential leveling and
 MJ0915.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0915.in June 1991.
 MJ0915
 MJ0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0915.GEOID18 height accuracy estimate available here.
 MJ0915
 MJ0915.Click photographs - Photos may exist for this station.
 MJ0915
 MJ0915.The dynamic height is computed by dividing the NAVD 88
 MJ0915.geopotential number by the normal gravity value computed on the
 MJ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0915.degrees latitude (g = 980.6199 gals.).
 MJ0915
 MJ0915.The modeled gravity was interpolated from observed gravity values.
 MJ0915
 MJ0915;                    North         East    Units  Estimated Accuracy
 MJ0915;SPC NE       -   171,540.      840,020.      MT  (+/- 180 meters Scaled)
 MJ0915
 MJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541769(NAD 83)
 MJ0915
 MJ0915                          SUPERSEDED SURVEY CONTROL
 MJ0915
 MJ0915  NGVD 29 (??/??/92)  300.697  (m)          986.54   (f) ADJ UNCH    1 2
 MJ0915
 MJ0915.Superseded values are not recommended for survey control.
 MJ0915
 MJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0915.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0915
 MJ0915_MARKER: P = PIPE CAP
 MJ0915_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0915_MARK LOGO: MORC
 MJ0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0915+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0915
 MJ0915  HISTORY     - Date     Condition        Report By
 MJ0915  HISTORY     - UNK      MONUMENTED       MORC
 MJ0915  HISTORY     - 1947     GOOD             CGS
 MJ0915  HISTORY     - 1976     POOR             NGS
 MJ0915  HISTORY     - 19880510 GOOD             NGS
 MJ0915
 MJ0915                          STATION DESCRIPTION
 MJ0915
 MJ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0915'AT OMAHA.
 MJ0915'AT OMAHA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FORT
 MJ0915'STREET AND SIXTEENTH STREET, 38.5 FEET EAST OF THE CENTER LINE
 MJ0915'OF SIXTEENTH STREET, 34 FEET SOUTH OF THE CENTER LINE OF FORT
 MJ0915'STREET, 9 FEET SOUTHEAST OF A POWER POLE, A MISSOURI RIVER
 MJ0915'COMMISSION CAP BOLTED ON AN IRON PIPE WHICH PROJECS 1 FOOT
 MJ0915'ABOVE THE GROUND.  NOTE-- TOP OF PIPE BROKEN AND BENT.
 MJ0915
 MJ0915                          STATION RECOVERY (1976)
 MJ0915
 MJ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0915'MARK RECOVERED IN POOR CONDITION.
 MJ0915
 MJ0915                          STATION RECOVERY (1988)
 MJ0915
 MJ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0526 ***********************************************************************
 NO0526  DESIGNATION -  1249
 NO0526  PID         -  NO0526
 NO0526  STATE/COUNTY-  NE/CHERRY
 NO0526  COUNTRY     -  US
 NO0526  USGS QUAD   -  ELL LAKE (2017)
 NO0526
 NO0526                         *CURRENT SURVEY CONTROL
 NO0526  ______________________________________________________________________
 NO0526* NAD 83(1986) POSITION- 42 41 16.     (N) 100 32 11.     (W)   SCALED
 NO0526* NAVD 88 ORTHO HEIGHT -   872.563 (meters)     2862.73  (feet) ADJUSTED
 NO0526  ______________________________________________________________________
 NO0526  GEOID HEIGHT    -        -21.599 (meters)                     GEOID18
 NO0526  DYNAMIC HEIGHT  -        872.185 (meters)     2861.49  (feet) COMP
 NO0526  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 NO0526
 NO0526  VERT ORDER      -  FIRST     CLASS II
 NO0526
 NO0526.The horizontal coordinates were scaled from a map and have
 NO0526.an estimated accuracy of +/- 6 seconds.
 NO0526
 NO0526.The orthometric height was determined by differential leveling and
 NO0526.adjusted by the NATIONAL GEODETIC SURVEY
 NO0526.in June 1994.
 NO0526
 NO0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0526.GEOID18 height accuracy estimate available here.
 NO0526
 NO0526.Click photographs - Photos may exist for this station.
 NO0526
 NO0526.The dynamic height is computed by dividing the NAVD 88
 NO0526.geopotential number by the normal gravity value computed on the
 NO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0526.degrees latitude (g = 980.6199 gals.).
 NO0526
 NO0526.The modeled gravity was interpolated from observed gravity values.
 NO0526
 NO0526;                    North         East    Units  Estimated Accuracy
 NO0526;SPC NE       -   317,080.      456,050.      MT  (+/- 180 meters Scaled)
 NO0526
 NO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741272(NAD 83)
 NO0526
 NO0526                          SUPERSEDED SURVEY CONTROL
 NO0526
 NO0526  NGVD 29 (02/14/92)  872.271  (m)         2861.78   (f) ADJUSTED    1 2
 NO0526
 NO0526.Superseded values are not recommended for survey control.
 NO0526
 NO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0526.See file dsdata.pdf to determine how the superseded data were derived.
 NO0526
 NO0526_MARKER: DD = SURVEY DISK
 NO0526_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NO0526_SP_SET: BRIDGE WINGWALL
 NO0526_STAMPING: 1249 02 2861.76
 NO0526_MARK LOGO: DI
 NO0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0526+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0526
 NO0526  HISTORY     - Date     Condition        Report By
 NO0526  HISTORY     - UNK      MONUMENTED       DI
 NO0526  HISTORY     - 19910804 GOOD             NGS
 NO0526  HISTORY     - 19950908 GOOD             NEDR
 NO0526
 NO0526                          STATION DESCRIPTION
 NO0526
 NO0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0526'23.1 KM (14.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0526'OF U.S. HIGHWAY 20 IN VALENTINE, IN THE NORTHWEST WINGWALL OF A
 NO0526'HIGHWAY BRIDGE SPANNING THE AINSWORTH CANAL, 6.0 M (19.7 FT) WEST OF
 NO0526'THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF THE NORTHWEST CORNER
 NO0526'OF THE BRIDGE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 NO0526
 NO0526                          STATION RECOVERY (1995)
 NO0526
 NO0526'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (HED)
 NO0526'RECOVERED IN GOOD CONDITION BUT THE BRIDGE IS TO BE REPLACED.  1249
 NO0526'RESET WILL PLACED INTO THE NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9633 ***********************************************************************
 AG9633  DESIGNATION -  1249 RESET
 AG9633  PID         -  AG9633
 AG9633  STATE/COUNTY-  NE/CHERRY
 AG9633  COUNTRY     -  US
 AG9633  USGS QUAD   -  ELL LAKE (2017)
 AG9633
 AG9633                         *CURRENT SURVEY CONTROL
 AG9633  ______________________________________________________________________
 AG9633* NAD 83(1986) POSITION- 42 41 16.     (N) 100 32 11.     (W)   SCALED
 AG9633* NAVD 88 ORTHO HEIGHT -   872.02  (meters)     2861.0   (feet) RESET
 AG9633  ______________________________________________________________________
 AG9633  GEOID HEIGHT    -        -21.599 (meters)                     GEOID18
 AG9633  VERT ORDER      -  THIRD
 AG9633
 AG9633.The horizontal coordinates were scaled from a map and have
 AG9633.an estimated accuracy of +/- 6 seconds.
 AG9633
 AG9633.The orthometric height was computed from unverified reset data.
 AG9633
 AG9633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9633.GEOID18 height accuracy estimate available here.
 AG9633
 AG9633.Click photographs - Photos may exist for this station.
 AG9633
 AG9633;                    North         East    Units  Estimated Accuracy
 AG9633;SPC NE       -   317,080.      456,050.      MT  (+/- 180 meters Scaled)
 AG9633
 AG9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741272(NAD 83)
 AG9633
 AG9633                          SUPERSEDED SURVEY CONTROL
 AG9633
 AG9633.No superseded survey control is available for this station.
 AG9633
 AG9633_MARKER: DV = VERTICAL CONTROL DISK
 AG9633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9633_SP_SET: BRIDGE ABUTMENT
 AG9633_STAMPING: 1249 + 02 RESET 1995
 AG9633_MARK LOGO: NGS
 AG9633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9633+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9633
 AG9633  HISTORY     - Date     Condition        Report By
 AG9633  HISTORY     - 1995     MONUMENTED       NEDR
 AG9633
 AG9633                          STATION DESCRIPTION
 AG9633
 AG9633'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (HED)
 AG9633'23.1 KM (14.35 MI) SOUTHERLY ALONG U.S.  HIGHWAY 83 FROM THE JUNCTION
 AG9633'OF U.S.  HIGHWAY 20 IN VALENTINE, IN THE SOUTHEAST CORNER OF THE
 AG9633'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE AINSWORTH CANAL, 24.4 FT (7.4
 AG9633'M) EAST OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0975 ***********************************************************************
 LG0975  DESIGNATION -  1289 FEET OMAHA
 LG0975  PID         -  LG0975
 LG0975  STATE/COUNTY-  NE/OTOE
 LG0975  COUNTRY     -  US
 LG0975  USGS QUAD   -  BURR (2017)
 LG0975
 LG0975                         *CURRENT SURVEY CONTROL
 LG0975  ______________________________________________________________________
 LG0975* NAD 83(1995) POSITION- 40 33 59.57019(N) 096 17 37.59493(W)   ADJUSTED
 LG0975* NAVD 88 ORTHO HEIGHT -   392.1   (meters)     1286.    (feet) VERTCON
 LG0975  ______________________________________________________________________
 LG0975  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 LG0975  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 LG0975  HORZ ORDER      -  SECOND
 LG0975
 LG0975.The horizontal coordinates were established by classical geodetic methods
 LG0975.and adjusted by the National Geodetic Survey in August 1997.
 LG0975
 LG0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0975
 LG0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0975.GEOID18 height accuracy estimate available here.
 LG0975
 LG0975.Click photographs - Photos may exist for this station.
 LG0975
 LG0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0975
 LG0975. The following values were computed from the NAD 83(1995) position.
 LG0975
 LG0975;                    North         East     Units Scale Factor Converg.
 LG0975;SPC NE       -    88,133.283   813,696.193   MT  0.99979180   +2 27 22.0
 LG0975;SPC NE       -   289,150.61  2,669,601.59   sFT  0.99979180   +2 27 22.0
 LG0975;UTM  14      - 4,494,161.464   729,095.316   MT  1.00024608   +1 45 38.5
 LG0975
 LG0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0975!SPC NE       -   0.99994283  x   0.99979180  =   0.99973465
 LG0975!UTM  14      -   0.99994283  x   1.00024608  =   1.00018890
 LG0975
 LG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2909594161(NAD 83)
 LG0975
 LG0975                          SUPERSEDED SURVEY CONTROL
 LG0975
 LG0975  NAD 83(1986)-  40 33 59.57837(N)    096 17 37.59107(W) AD(       ) 2
 LG0975  NAD 27      -  40 33 59.59100(N)    096 17 36.54700(W) AD(       ) 2
 LG0975  NGVD 29 (07/19/86)  392.0    (m)         1286.     (f) VERT ANG       
 LG0975
 LG0975.Superseded values are not recommended for survey control.
 LG0975
 LG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0975.See file dsdata.pdf to determine how the superseded data were derived.
 LG0975
 LG0975_MARKER: P = PIPE CAP
 LG0975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0975_STAMPING: 1289 OMAHA
 LG0975_MARK LOGO: USGS
 LG0975_MAGNETIC: P = MARKER IS A STEEL PIPE
 LG0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0975
 LG0975  HISTORY     - Date     Condition        Report By
 LG0975  HISTORY     - 1902     MONUMENTED       USGS
 LG0975
 LG0975                          STATION DESCRIPTION
 LG0975
 LG0975'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (JW)
 LG0975'U.S.G.S. BM IS 69 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 LG0975'OF A SCHOOL BUILDING, 58 FEET NORTH-NORTHWEST OF THE CENTER OF
 LG0975'A CROSSROAD, AND 11 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 LG0975'IT IS A U.S.G.S. BM BRONZE CAP RIVETED TO THE TOP OF AN IRON PIPE
 LG0975'THAT PROJECTS 15 INCHES.  IT IS STAMPED 1289 FEET OMAHA.
 LG0975'
 LG0975'TO REACH THE STATION FROM THE WATER TANK IN DOUGLAS, GO EAST
 LG0975'FOR 4.3 MILES TO A CROSSROAD AT A SCHOOL HOUSE, TURN RIGHT, SOUTH,
 LG0975'AND GO 2 MILES TO A CROSSROAD AND THE STATION ON THE RIGHT AS
 LG0975'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1341 ***********************************************************************
 MJ1341  DESIGNATION -  13 B
 MJ1341  PID         -  MJ1341
 MJ1341  STATE/COUNTY-  NE/DOUGLAS
 MJ1341  COUNTRY     -  US
 MJ1341  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1341
 MJ1341                         *CURRENT SURVEY CONTROL
 MJ1341  ______________________________________________________________________
 MJ1341* NAD 83(1986) POSITION- 41 20 41.     (N) 095 57 35.     (W)   SCALED
 MJ1341* NAVD 88 ORTHO HEIGHT -   314.323 (meters)     1031.24  (feet) ADJUSTED
 MJ1341  ______________________________________________________________________
 MJ1341  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 MJ1341  DYNAMIC HEIGHT  -        314.187 (meters)     1030.80  (feet) COMP
 MJ1341  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 MJ1341
 MJ1341  VERT ORDER      -  FIRST     CLASS II
 MJ1341
 MJ1341.The horizontal coordinates were scaled from a map and have
 MJ1341.an estimated accuracy of +/- 6 seconds.
 MJ1341
 MJ1341.The orthometric height was determined by differential leveling and
 MJ1341.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1341.in June 1991.
 MJ1341
 MJ1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1341.GEOID18 height accuracy estimate available here.
 MJ1341
 MJ1341.Click photographs - Photos may exist for this station.
 MJ1341
 MJ1341.The dynamic height is computed by dividing the NAVD 88
 MJ1341.geopotential number by the normal gravity value computed on the
 MJ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1341.degrees latitude (g = 980.6199 gals.).
 MJ1341
 MJ1341.The modeled gravity was interpolated from observed gravity values.
 MJ1341
 MJ1341;                    North         East    Units  Estimated Accuracy
 MJ1341;SPC NE       -   175,700.      837,920.      MT  (+/- 180 meters Scaled)
 MJ1341
 MJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523812(NAD 83)
 MJ1341
 MJ1341                          SUPERSEDED SURVEY CONTROL
 MJ1341
 MJ1341.No superseded survey control is available for this station.
 MJ1341
 MJ1341_MARKER: Z = SEE DESCRIPTION
 MJ1341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ1341_SP_SET: GUARDRAIL
 MJ1341_STAMPING: BM 13-B NDOR 1989
 MJ1341_MARK LOGO: NEDR
 MJ1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1341+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 MJ1341
 MJ1341  HISTORY     - Date     Condition        Report By
 MJ1341  HISTORY     - 1989     MONUMENTED       NEDR
 MJ1341  HISTORY     - 19890801 GOOD             NGS
 MJ1341
 MJ1341                          STATION DESCRIPTION
 MJ1341
 MJ1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1341'0.4 KM (0.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 680 FROM ITS
 MJ1341'JUNCTION WITH 30TH STREET (EXIT 13) IN OMAHA, A 2-INCH BRASS PLUG IN
 MJ1341'THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF THE EASTBOUND HIGHWAY
 MJ1341'BRIDGE SPANNING THE MISSOURI RIVER, 4.3 M (14.1 FT) SOUTH OF THE
 MJ1341'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 MJ1341'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF THE EAST END
 MJ1341'OF A METAL GUARDRAIL, AND 0.3 M (1.0 FT) EAST OF THE WEST END OF A
 MJ1341'METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0695 ***********************************************************************
 NQ0695  DESIGNATION -  13 DHW
 NQ0695  PID         -  NQ0695
 NQ0695  STATE/COUNTY-  NE/SIOUX
 NQ0695  COUNTRY     -  US
 NQ0695  USGS QUAD   -  SHERRILL HILLS (2018)
 NQ0695
 NQ0695                         *CURRENT SURVEY CONTROL
 NQ0695  ______________________________________________________________________
 NQ0695* NAD 83(1986) POSITION- 42 58 19.     (N) 104 03 12.     (W)   SCALED
 NQ0695* NAVD 88 ORTHO HEIGHT -  1229.085 (meters)     4032.42  (feet) ADJUSTED
 NQ0695  ______________________________________________________________________
 NQ0695  GEOID HEIGHT    -        -15.182 (meters)                     GEOID18
 NQ0695  DYNAMIC HEIGHT  -       1228.463 (meters)     4030.38  (feet) COMP
 NQ0695  MODELED GRAVITY -    980,071.9   (mgal)                       NAVD 88
 NQ0695
 NQ0695  VERT ORDER      -  THIRD
 NQ0695
 NQ0695.The horizontal coordinates were scaled from a map and have
 NQ0695.an estimated accuracy of +/- 6 seconds.
 NQ0695
 NQ0695.The orthometric height was determined by differential leveling and
 NQ0695.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0695.in June 1991.
 NQ0695
 NQ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0695.GEOID18 height accuracy estimate available here.
 NQ0695
 NQ0695.Click photographs - Photos may exist for this station.
 NQ0695
 NQ0695.The dynamic height is computed by dividing the NAVD 88
 NQ0695.geopotential number by the normal gravity value computed on the
 NQ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0695.degrees latitude (g = 980.6199 gals.).
 NQ0695
 NQ0695.The modeled gravity was interpolated from observed gravity values.
 NQ0695
 NQ0695;                    North         East    Units  Estimated Accuracy
 NQ0695;SPC NE       -   356,250.      169,460.      MT  (+/- 180 meters Scaled)
 NQ0695
 NQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH771581(NAD 83)
 NQ0695
 NQ0695                          SUPERSEDED SURVEY CONTROL
 NQ0695
 NQ0695.No superseded survey control is available for this station.
 NQ0695
 NQ0695_MARKER: DB = BENCH MARK DISK
 NQ0695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0695+WITH SETTING: INFORMATION.
 NQ0695_STAMPING: 13 DHW 1974
 NQ0695_MARK LOGO: USGS
 NQ0695_PROJECTION: FLUSH
 NQ0695_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0695+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0695_ROD/PIPE-DEPTH: 2.2 meters
 NQ0695
 NQ0695  HISTORY     - Date     Condition        Report By
 NQ0695  HISTORY     - 1974     MONUMENTED       USGS
 NQ0695
 NQ0695                          STATION DESCRIPTION
 NQ0695
 NQ0695'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (DHW)
 NQ0695'FR0M THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 24.4 MILES
 NQ0695'WEST ALONG GRADED ROAD AND TRACK ROAD TO THE ROAD TO WYOMING-NEBRASKA
 NQ0695'STATE LINE, 6.2 MILES SOUTHWEST OF WALLACES RANCH HOUSE, AT 1/4
 NQ0695'CORNER OF SECTION 28/NEBRASKA TOWNSHIP 35 NORTH/RANGE 57 WEST, 108
 NQ0695'FEET NORTH OF THE CENTER OF THE GATE IN A NORTH-SOUTH FENCE, SET IN A
 NQ0695'COPPER-CLAD STEEL ROD DRIVEN 7.2 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0741 ***********************************************************************
 NM0741  DESIGNATION -  1341.03
 NM0741  PID         -  NM0741
 NM0741  STATE/COUNTY-  NE/CUMING
 NM0741  COUNTRY     -  US
 NM0741  USGS QUAD   -  BANCROFT (2017)
 NM0741
 NM0741                         *CURRENT SURVEY CONTROL
 NM0741  ______________________________________________________________________
 NM0741* NAD 83(1986) POSITION- 42 00 50.3    (N) 096 34 22.6    (W)   HD_HELD2
 NM0741* NAVD 88 ORTHO HEIGHT -   408.289 (meters)     1339.53  (feet) ADJUSTED
 NM0741  ______________________________________________________________________
 NM0741  GEOID HEIGHT    -        -25.630 (meters)                     GEOID18
 NM0741  DYNAMIC HEIGHT  -        408.141 (meters)     1339.04  (feet) COMP
 NM0741  MODELED GRAVITY -    980,247.9   (mgal)                       NAVD 88
 NM0741
 NM0741  VERT ORDER      -  SECOND    CLASS 0
 NM0741
 NM0741.The horizontal coordinates were established by autonomous hand held GPS
 NM0741.observations and have an estimated accuracy of +/- 10 meters.
 NM0741
 NM0741.The orthometric height was determined by differential leveling and
 NM0741.adjusted by the NATIONAL GEODETIC SURVEY
 NM0741.in June 1991.
 NM0741
 NM0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0741.GEOID18 height accuracy estimate available here.
 NM0741
 NM0741.Click photographs - Photos may exist for this station.
 NM0741
 NM0741.The dynamic height is computed by dividing the NAVD 88
 NM0741.geopotential number by the normal gravity value computed on the
 NM0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0741.degrees latitude (g = 980.6199 gals.).
 NM0741
 NM0741.The modeled gravity was interpolated from observed gravity values.
 NM0741
 NM0741;                    North         East    Units  Estimated Accuracy
 NM0741;SPC NE       -   247,733.      783,712.      MT  (+/- 10 meters HH2 GPS)
 NM0741
 NM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0096554177(NAD 83)
 NM0741
 NM0741                          SUPERSEDED SURVEY CONTROL
 NM0741
 NM0741  NGVD 29 (??/??/92)  408.132  (m)         1339.01   (f) ADJ UNCH    2 0
 NM0741
 NM0741.Superseded values are not recommended for survey control.
 NM0741
 NM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0741.See file dsdata.pdf to determine how the superseded data were derived.
 NM0741
 NM0741_MARKER: DD = SURVEY DISK
 NM0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0741_SP_SET: BUILDING
 NM0741_STAMPING: 1341.03
 NM0741_MARK LOGO: USDA
 NM0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0741
 NM0741  HISTORY     - Date     Condition        Report By
 NM0741  HISTORY     - UNK      MONUMENTED       USDA
 NM0741  HISTORY     - 1947     GOOD             CGS
 NM0741
 NM0741                          STATION DESCRIPTION
 NM0741
 NM0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0741'AT BANCROFT.
 NM0741'AT BANCROFT, ON THE SOUTH FACE OF THE CITIZENS BANK, 2.0 FEET
 NM0741'EAST OF THE SOUTHEAST EDGE OF THE ENTRANCE, 2.0 FEET ABOVE A
 NM0741'CONCRETE WALK AND SET IN A DRILL HOLE.  THE TAPE WAS HELD ON THE
 NM0741'SMALL HORIZONTAL GROOVE NEAR THE CENTER OF THE RAISED BAR ON THE
 NM0741'DISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1663 ***********************************************************************
 MK1663  DESIGNATION -  136 RESET
 MK1663  PID         -  MK1663
 MK1663  STATE/COUNTY-  NE/BOONE
 MK1663  COUNTRY     -  US
 MK1663  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1663
 MK1663                         *CURRENT SURVEY CONTROL
 MK1663  ______________________________________________________________________
 MK1663* NAD 83(1986) POSITION- 41 34 05.     (N) 097 57 54.     (W)   SCALED
 MK1663* NAVD 88 ORTHO HEIGHT -   557.87  (meters)     1830.3   (feet) RESET
 MK1663  ______________________________________________________________________
 MK1663  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 MK1663  VERT ORDER      -  THIRD
 MK1663
 MK1663.The horizontal coordinates were scaled from a map and have
 MK1663.an estimated accuracy of +/- 6 seconds.
 MK1663
 MK1663.The orthometric height was computed from unverified reset data.
 MK1663
 MK1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1663.GEOID18 height accuracy estimate available here.
 MK1663
 MK1663.Click photographs - Photos may exist for this station.
 MK1663
 MK1663;                    North         East    Units  Estimated Accuracy
 MK1663;SPC NE       -   194,600.      669,660.      MT  (+/- 180 meters Scaled)
 MK1663
 MK1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM862023(NAD 83)
 MK1663
 MK1663                          SUPERSEDED SURVEY CONTROL
 MK1663
 MK1663  NGVD 29 (??/??/??)  557.65   (m)         1829.6    (f) RESET       3  
 MK1663
 MK1663.Superseded values are not recommended for survey control.
 MK1663
 MK1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1663.See file dsdata.pdf to determine how the superseded data were derived.
 MK1663
 MK1663_MARKER: DD = SURVEY DISK
 MK1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1663_STAMPING: 136
 MK1663_MARK LOGO: CGS+SS
 MK1663_PROJECTION: FLUSH
 MK1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1663+STABILITY: SURFACE MOTION
 MK1663
 MK1663  HISTORY     - Date     Condition        Report By
 MK1663  HISTORY     - 1964     MONUMENTED       CGS
 MK1663  HISTORY     - 1964     GOOD             CGS
 MK1663
 MK1663                          STATION DESCRIPTION
 MK1663
 MK1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MK1663'5.2 MI W FROM ST EDWARD.
 MK1663'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1663'AT ST. EDWARD, BOONE COUNTY, 0.3 MILES WEST OF A SCHOOLHOUSE, AT
 MK1663'THE INTERSECTION OF A COUNTY ROAD, 88 FEET SOUTHEAST OF THE CENTER
 MK1663'OF THE INTERSECTION, 35 FEET EAST OF THE CENTERLINE OF THE COUNTY
 MK1663'ROAD, 78.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND SET
 MK1663'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1658 ***********************************************************************
 MK1658  DESIGNATION -  137
 MK1658  PID         -  MK1658
 MK1658  STATE/COUNTY-  NE/BOONE
 MK1658  COUNTRY     -  US
 MK1658  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1658
 MK1658                         *CURRENT SURVEY CONTROL
 MK1658  ______________________________________________________________________
 MK1658* NAD 83(1986) POSITION- 41 34 06.     (N) 097 54 27.     (W)   SCALED
 MK1658* NAVD 88 ORTHO HEIGHT -   540.343 (meters)     1772.78  (feet) ADJUSTED
 MK1658  ______________________________________________________________________
 MK1658  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 MK1658  DYNAMIC HEIGHT  -        540.104 (meters)     1771.99  (feet) COMP
 MK1658  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 MK1658
 MK1658  VERT ORDER      -  SECOND    CLASS 0
 MK1658
 MK1658.The horizontal coordinates were scaled from a map and have
 MK1658.an estimated accuracy of +/- 6 seconds.
 MK1658
 MK1658.The orthometric height was determined by differential leveling and
 MK1658.adjusted by the NATIONAL GEODETIC SURVEY
 MK1658.in June 1991.
 MK1658
 MK1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1658.GEOID18 height accuracy estimate available here.
 MK1658
 MK1658.Click photographs - Photos may exist for this station.
 MK1658
 MK1658.The dynamic height is computed by dividing the NAVD 88
 MK1658.geopotential number by the normal gravity value computed on the
 MK1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1658.degrees latitude (g = 980.6199 gals.).
 MK1658
 MK1658.The modeled gravity was interpolated from observed gravity values.
 MK1658
 MK1658;                    North         East    Units  Estimated Accuracy
 MK1658;SPC NE       -   194,740.      674,460.      MT  (+/- 180 meters Scaled)
 MK1658
 MK1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM910024(NAD 83)
 MK1658
 MK1658                          SUPERSEDED SURVEY CONTROL
 MK1658
 MK1658  NGVD 29 (??/??/92)  540.131  (m)         1772.08   (f) ADJ UNCH    2 0
 MK1658
 MK1658.Superseded values are not recommended for survey control.
 MK1658
 MK1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1658.See file dsdata.pdf to determine how the superseded data were derived.
 MK1658
 MK1658_MARKER: DD = SURVEY DISK
 MK1658_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1658_STAMPING: 137
 MK1658_MARK LOGO: CGS+SS
 MK1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1658
 MK1658  HISTORY     - Date     Condition        Report By
 MK1658  HISTORY     - 1934     MONUMENTED       NEGS
 MK1658  HISTORY     - 1950     GOOD             CGS
 MK1658
 MK1658                          STATION DESCRIPTION
 MK1658
 MK1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1658'2.2 MI W FROM ST EDWARDS.
 MK1658'2.I MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 MK1658'ST. EDWARD, AT A T ROAD JUNCTION, 33 FEET EAST OF THE CENTER
 MK1658'LINE OF A ROAD LEADING SOUTH, 32 FEET SOUTH OF THE CENTER LINE
 MK1658'OF THE HIGHWAY, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 MK1658'NORTHWEST OF A WITNESS POST, IN THE NORTHWEST CORNER OF A CULTIVATED
 MK1658'FIELD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK1658'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1659 ***********************************************************************
 MK1659  DESIGNATION -  137 RESET
 MK1659  PID         -  MK1659
 MK1659  STATE/COUNTY-  NE/BOONE
 MK1659  COUNTRY     -  US
 MK1659  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1659
 MK1659                         *CURRENT SURVEY CONTROL
 MK1659  ______________________________________________________________________
 MK1659* NAD 83(1986) POSITION- 41 34 06.     (N) 097 54 26.     (W)   SCALED
 MK1659* NAVD 88 ORTHO HEIGHT -   539.84  (meters)     1771.1   (feet) RESET
 MK1659  ______________________________________________________________________
 MK1659  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 MK1659  VERT ORDER      -  THIRD
 MK1659
 MK1659.The horizontal coordinates were scaled from a map and have
 MK1659.an estimated accuracy of +/- 6 seconds.
 MK1659
 MK1659.The orthometric height was computed from unverified reset data.
 MK1659
 MK1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1659.GEOID18 height accuracy estimate available here.
 MK1659
 MK1659.Click photographs - Photos may exist for this station.
 MK1659
 MK1659;                    North         East    Units  Estimated Accuracy
 MK1659;SPC NE       -   194,740.      674,480.      MT  (+/- 180 meters Scaled)
 MK1659
 MK1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM911024(NAD 83)
 MK1659
 MK1659                          SUPERSEDED SURVEY CONTROL
 MK1659
 MK1659  NGVD 29 (??/??/??)  539.62   (m)         1770.4    (f) RESET       3  
 MK1659
 MK1659.Superseded values are not recommended for survey control.
 MK1659
 MK1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1659.See file dsdata.pdf to determine how the superseded data were derived.
 MK1659
 MK1659_MARKER: DD = SURVEY DISK
 MK1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1659_STAMPING: 137
 MK1659_MARK LOGO: CGS+SS
 MK1659_PROJECTION: FLUSH
 MK1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1659+STABILITY: SURFACE MOTION
 MK1659
 MK1659  HISTORY     - Date     Condition        Report By
 MK1659  HISTORY     - 1964     MONUMENTED       CGS
 MK1659  HISTORY     - 1964     GOOD             CGS
 MK1659
 MK1659                          STATION DESCRIPTION
 MK1659
 MK1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MK1659'2.2 MI W FROM ST EDWARD.
 MK1659'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1659'AT ST. EDWARD, BOONE COUNTY, AT THE JUNCTION OF A T-ROAD LEADING
 MK1659'SOUTH, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, 98.5 FEET
 MK1659'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST CORNER
 MK1659'OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE POST FLUSH
 MK1659'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1723 ***********************************************************************
 MK1723  DESIGNATION -  139
 MK1723  PID         -  MK1723
 MK1723  STATE/COUNTY-  NE/BOONE
 MK1723  COUNTRY     -  US
 MK1723  USGS QUAD   -  SAINT EDWARD (2017)
 MK1723
 MK1723                         *CURRENT SURVEY CONTROL
 MK1723  ______________________________________________________________________
 MK1723* NAD 83(1986) POSITION- 41 32 25.     (N) 097 50 34.     (W)   SCALED
 MK1723* NAVD 88 ORTHO HEIGHT -   501.947 (meters)     1646.80  (feet) ADJUSTED
 MK1723  ______________________________________________________________________
 MK1723  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 MK1723  DYNAMIC HEIGHT  -        501.725 (meters)     1646.08  (feet) COMP
 MK1723  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 MK1723
 MK1723  VERT ORDER      -  SECOND    CLASS 0
 MK1723
 MK1723.The horizontal coordinates were scaled from a map and have
 MK1723.an estimated accuracy of +/- 6 seconds.
 MK1723
 MK1723.The orthometric height was determined by differential leveling and
 MK1723.adjusted by the NATIONAL GEODETIC SURVEY
 MK1723.in June 1991.
 MK1723
 MK1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1723.GEOID18 height accuracy estimate available here.
 MK1723
 MK1723.Click photographs - Photos may exist for this station.
 MK1723
 MK1723.The dynamic height is computed by dividing the NAVD 88
 MK1723.geopotential number by the normal gravity value computed on the
 MK1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1723.degrees latitude (g = 980.6199 gals.).
 MK1723
 MK1723.The modeled gravity was interpolated from observed gravity values.
 MK1723
 MK1723;                    North         East    Units  Estimated Accuracy
 MK1723;SPC NE       -   191,760.      679,930.      MT  (+/- 180 meters Scaled)
 MK1723
 MK1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL965993(NAD 83)
 MK1723
 MK1723                          SUPERSEDED SURVEY CONTROL
 MK1723
 MK1723  NGVD 29 (??/??/92)  501.741  (m)         1646.13   (f) ADJ UNCH    2 0
 MK1723
 MK1723.Superseded values are not recommended for survey control.
 MK1723
 MK1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1723.See file dsdata.pdf to determine how the superseded data were derived.
 MK1723
 MK1723_MARKER: DD = SURVEY DISK
 MK1723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1723_STAMPING: 139
 MK1723_MARK LOGO: CGS+SS
 MK1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1723
 MK1723  HISTORY     - Date     Condition        Report By
 MK1723  HISTORY     - 1934     MONUMENTED       NEGS
 MK1723  HISTORY     - 1950     GOOD             CGS
 MK1723
 MK1723                          STATION DESCRIPTION
 MK1723
 MK1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1723'2.6 MI S FROM ST EDWARD.
 MK1723'2.35 MILES SOUTH ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1723'PACIFIC RAILROAD STATION AT ST. EDWARD, THENCE 0.3 MILE EAST
 MK1723'ALONG A DIRT ROAD, AT A RAILROAD CROSSING, 38 FEET NORTH OF THE
 MK1723'CENTER LINE OF THE ROAD, 47 FEET EAST OF CULVERT 20.18, 31 FEET
 MK1723'SOUTHEAST OF THE 7TH POLE NORTH OF MILEPOST 20, 2 FEET NORTHWEST
 MK1723'OF A FENCE CORNER, 1.3 FEET NORTH OF A WITNESS POST, SET IN
 MK1723'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK1723'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0924 ***********************************************************************
 MJ0924  DESIGNATION -  14
 MJ0924  PID         -  MJ0924
 MJ0924  STATE/COUNTY-  NE/DOUGLAS
 MJ0924  COUNTRY     -  US
 MJ0924  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0924
 MJ0924                         *CURRENT SURVEY CONTROL
 MJ0924  ______________________________________________________________________
 MJ0924* NAD 83(1986) POSITION- 41 17 49.     (N) 095 53 58.     (W)   SCALED
 MJ0924* NAVD 88 ORTHO HEIGHT -   297.509 (meters)      976.08  (feet) ADJUSTED
 MJ0924  ______________________________________________________________________
 MJ0924  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 MJ0924  DYNAMIC HEIGHT  -        297.384 (meters)      975.67  (feet) COMP
 MJ0924  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 MJ0924
 MJ0924  VERT ORDER      -  FIRST     CLASS II
 MJ0924
 MJ0924.This mark is at Eppley Airfield Airport (OMA)
 MJ0924
 MJ0924.The horizontal coordinates were scaled from a map and have
 MJ0924.an estimated accuracy of +/- 6 seconds.
 MJ0924
 MJ0924.The orthometric height was determined by differential leveling and
 MJ0924.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0924.in June 1991.
 MJ0924
 MJ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0924.GEOID18 height accuracy estimate available here.
 MJ0924
 MJ0924.Click photographs - Photos may exist for this station.
 MJ0924
 MJ0924.The dynamic height is computed by dividing the NAVD 88
 MJ0924.geopotential number by the normal gravity value computed on the
 MJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0924.degrees latitude (g = 980.6199 gals.).
 MJ0924
 MJ0924.The modeled gravity was interpolated from observed gravity values.
 MJ0924
 MJ0924;                    North         East    Units  Estimated Accuracy
 MJ0924;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ0924
 MJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ0924
 MJ0924                          SUPERSEDED SURVEY CONTROL
 MJ0924
 MJ0924  NGVD 29 (??/??/92)  297.382  (m)          975.66   (f) ADJ UNCH    1 2
 MJ0924
 MJ0924.Superseded values are not recommended for survey control.
 MJ0924
 MJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0924.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0924
 MJ0924_MARKER: Z = SEE DESCRIPTION
 MJ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0924+STABILITY: SURFACE MOTION
 MJ0924
 MJ0924  HISTORY     - Date     Condition        Report By
 MJ0924  HISTORY     - UNK      MONUMENTED       LOCENG
 MJ0924  HISTORY     - 1947     GOOD             CGS
 MJ0924  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0924
 MJ0924                          STATION DESCRIPTION
 MJ0924
 MJ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0924'AT OMAHA.
 MJ0924'AT OMAHA, AT THE OMAHA MUNICIPAL AIRPORT, IN THE PARK PLOT IN FRONT
 MJ0924'OF THE ADMINISTRATION BUILDING, 154.6 FEET WEST OF THE WEST FACE
 MJ0924'OF THE ADMINISTRATION BUILDING, 71 FEET EAST OF THE EAST EDGE OF
 MJ0924'21TH STREET, 44.7 FEET WEST OF THE SOUTHWEST LEG OF THE BEACON
 MJ0924'TOWER, 44.6 FEET WEST OF BENCH MARK R 253, 34.4 FEET SOUTH OF THE
 MJ0924'SOUTH EDGE OF THE EXIT DRIVEWAY FROM THE ADMINISTRATION BUILDING,
 MJ0924'23.5 FEET NORTH OF THE NORTH EDGE OF THE ENTRANCE DRIVEWAY TO THE
 MJ0924'ADMINISTRATION BUILDING, 4 FEET NORTH OF THE EXTENSION TO THE WEST
 MJ0924'OF THE LINE OF THE SOUTH LEGS OF THE BEACON TOWER, SET IN THE
 MJ0924'TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 MJ0924
 MJ0924                          STATION RECOVERY (1955)
 MJ0924
 MJ0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1380 ***********************************************************************
 NM1380  DESIGNATION -  14 HS
 NM1380  PID         -  NM1380
 NM1380  STATE/COUNTY-  NE/KNOX
 NM1380  COUNTRY     -  US
 NM1380  USGS QUAD   -  SPRINGFIELD (2017)
 NM1380
 NM1380                         *CURRENT SURVEY CONTROL
 NM1380  ______________________________________________________________________
 NM1380* NAD 83(1986) POSITION- 42 47 02.     (N) 097 52 34.     (W)   SCALED
 NM1380* NAVD 88 ORTHO HEIGHT -   440.352 (meters)     1444.72  (feet) ADJUSTED
 NM1380  ______________________________________________________________________
 NM1380  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 NM1380  DYNAMIC HEIGHT  -        440.202 (meters)     1444.23  (feet) COMP
 NM1380  MODELED GRAVITY -    980,267.8   (mgal)                       NAVD 88
 NM1380
 NM1380  VERT ORDER      -  SECOND    CLASS 0
 NM1380
 NM1380.The horizontal coordinates were scaled from a map and have
 NM1380.an estimated accuracy of +/- 6 seconds.
 NM1380
 NM1380.The orthometric height was determined by differential leveling and
 NM1380.adjusted by the NATIONAL GEODETIC SURVEY
 NM1380.in June 1991.
 NM1380
 NM1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1380.GEOID18 height accuracy estimate available here.
 NM1380
 NM1380.Click photographs - Photos may exist for this station.
 NM1380
 NM1380.The dynamic height is computed by dividing the NAVD 88
 NM1380.geopotential number by the normal gravity value computed on the
 NM1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1380.degrees latitude (g = 980.6199 gals.).
 NM1380
 NM1380.The modeled gravity was interpolated from observed gravity values.
 NM1380
 NM1380;                    North         East    Units  Estimated Accuracy
 NM1380;SPC NE       -   329,750.      673,760.      MT  (+/- 180 meters Scaled)
 NM1380
 NM1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN919374(NAD 83)
 NM1380
 NM1380                          SUPERSEDED SURVEY CONTROL
 NM1380
 NM1380  NGVD 29 (??/??/92)  440.128  (m)         1443.99   (f) ADJ UNCH    2 0
 NM1380
 NM1380.Superseded values are not recommended for survey control.
 NM1380
 NM1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1380.See file dsdata.pdf to determine how the superseded data were derived.
 NM1380
 NM1380_MARKER: DD = SURVEY DISK
 NM1380_SETTING: 0 = UNSPECIFIED SETTING
 NM1380_STAMPING: 14 HS 1946
 NM1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1380
 NM1380  HISTORY     - Date     Condition        Report By
 NM1380  HISTORY     - 1946     MONUMENTED       CGS
 NM1380  HISTORY     - 1970     GOOD             NGS
 NM1380
 NM1380                          STATION DESCRIPTION
 NM1380
 NM1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1380'4.8 MI SW FROM SANTEE.
 NM1380'ABOUT 4.85 MILES SOUTHWEST ALONG A NEW SURFACED ROAD FROM THE
 NM1380'COMMUNITY HALL AT SANTEE, 0.1 MILE SOUTH OF A FARM RESIDENCE
 NM1380'AND A CURVE IN OLD ROAD, 95 FEET WEST OF THE CENTER OF THE
 NM1380'NEW ROAD, 35 FEET WEST OF THE CENTER OF THE OLD GRAVELED ROAD,
 NM1380'1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS
 NM1380'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1726 ***********************************************************************
 MK1726  DESIGNATION -  140
 MK1726  PID         -  MK1726
 MK1726  STATE/COUNTY-  NE/NANCE
 MK1726  COUNTRY     -  US
 MK1726  USGS QUAD   -  SAINT EDWARD (2017)
 MK1726
 MK1726                         *CURRENT SURVEY CONTROL
 MK1726  ______________________________________________________________________
 MK1726* NAD 83(1986) POSITION- 41 30 46.     (N) 097 48 39.     (W)   SCALED
 MK1726* NAVD 88 ORTHO HEIGHT -   494.510 (meters)     1622.40  (feet) ADJUSTED
 MK1726  ______________________________________________________________________
 MK1726  GEOID HEIGHT    -        -24.849 (meters)                     GEOID18
 MK1726  DYNAMIC HEIGHT  -        494.285 (meters)     1621.67  (feet) COMP
 MK1726  MODELED GRAVITY -    980,153.0   (mgal)                       NAVD 88
 MK1726
 MK1726  VERT ORDER      -  SECOND    CLASS 0
 MK1726
 MK1726.The horizontal coordinates were scaled from a map and have
 MK1726.an estimated accuracy of +/- 6 seconds.
 MK1726
 MK1726.The orthometric height was determined by differential leveling and
 MK1726.adjusted by the NATIONAL GEODETIC SURVEY
 MK1726.in June 1991.
 MK1726
 MK1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1726.GEOID18 height accuracy estimate available here.
 MK1726
 MK1726.Click photographs - Photos may exist for this station.
 MK1726
 MK1726.The dynamic height is computed by dividing the NAVD 88
 MK1726.geopotential number by the normal gravity value computed on the
 MK1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1726.degrees latitude (g = 980.6199 gals.).
 MK1726
 MK1726.The modeled gravity was interpolated from observed gravity values.
 MK1726
 MK1726;                    North         East    Units  Estimated Accuracy
 MK1726;SPC NE       -   188,770.      682,670.      MT  (+/- 180 meters Scaled)
 MK1726
 MK1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL992963(NAD 83)
 MK1726
 MK1726                          SUPERSEDED SURVEY CONTROL
 MK1726
 MK1726  NGVD 29 (??/??/92)  494.301  (m)         1621.72   (f) ADJ UNCH    2 0
 MK1726
 MK1726.Superseded values are not recommended for survey control.
 MK1726
 MK1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1726.See file dsdata.pdf to determine how the superseded data were derived.
 MK1726
 MK1726_MARKER: DD = SURVEY DISK
 MK1726_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1726_STAMPING: 140
 MK1726_MARK LOGO: CGS+SS
 MK1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1726
 MK1726  HISTORY     - Date     Condition        Report By
 MK1726  HISTORY     - 1934     MONUMENTED       NEGS
 MK1726  HISTORY     - 1950     GOOD             CGS
 MK1726
 MK1726                          STATION DESCRIPTION
 MK1726
 MK1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1726'5.2 MI SE FROM ST EDWARD.
 MK1726'5.25 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1726'PACIFIC RAILROAD STATION AT ST. EDWARD, AT A RAILROAD CROSSING,
 MK1726'429 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 210 FEET
 MK1726'SOUTHWEST OF A SCHOOL BUILDING, 41 FEET WEST OF THE CENTER
 MK1726'LINE OF A ROAD, 37 FET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MK1726'RAILROAD, 73 FEET NORTHWEST OF A POWER POLE, 0.8 FOOT NORTH OF A
 MK1726'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1726'0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.25 MILES NORTHWEST
 MK1726'OF BENCH MARK H 309.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0482 ***********************************************************************
 NM0482  DESIGNATION -  140/1 BOLT
 NM0482  PID         -  NM0482
 NM0482  STATE/COUNTY-  NE/DAKOTA
 NM0482  COUNTRY     -  US
 NM0482  USGS QUAD   -  HOMER (2017)
 NM0482
 NM0482                         *CURRENT SURVEY CONTROL
 NM0482  ______________________________________________________________________
 NM0482* NAD 83(1986) POSITION- 42 17 17.     (N) 096 23 58.     (W)   SCALED
 NM0482* NAVD 88 ORTHO HEIGHT -   328.953 (meters)     1079.24  (feet) ADJUSTED
 NM0482  ______________________________________________________________________
 NM0482  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 NM0482  DYNAMIC HEIGHT  -        328.845 (meters)     1078.89  (feet) COMP
 NM0482  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 NM0482
 NM0482  VERT ORDER      -  SECOND    CLASS 0
 NM0482
 NM0482.The horizontal coordinates were scaled from a map and have
 NM0482.an estimated accuracy of +/- 6 seconds.
 NM0482
 NM0482.The orthometric height was determined by differential leveling and
 NM0482.adjusted by the NATIONAL GEODETIC SURVEY
 NM0482.in June 1991.
 NM0482
 NM0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0482.GEOID18 height accuracy estimate available here.
 NM0482
 NM0482.Click photographs - Photos may exist for this station.
 NM0482
 NM0482.The dynamic height is computed by dividing the NAVD 88
 NM0482.geopotential number by the normal gravity value computed on the
 NM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0482.degrees latitude (g = 980.6199 gals.).
 NM0482
 NM0482.The modeled gravity was interpolated from observed gravity values.
 NM0482
 NM0482;                    North         East    Units  Estimated Accuracy
 NM0482;SPC NE       -   278,730.      796,800.      MT  (+/- 180 meters Scaled)
 NM0482
 NM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM144850(NAD 83)
 NM0482
 NM0482                          SUPERSEDED SURVEY CONTROL
 NM0482
 NM0482  NGVD 29 (??/??/92)  328.796  (m)         1078.72   (f) ADJ UNCH    2 0
 NM0482
 NM0482.Superseded values are not recommended for survey control.
 NM0482
 NM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0482.See file dsdata.pdf to determine how the superseded data were derived.
 NM0482
 NM0482_MARKER: B = BOLT
 NM0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0482_SP_SET: STONE
 NM0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0482
 NM0482  HISTORY     - Date     Condition        Report By
 NM0482  HISTORY     - UNK      MONUMENTED       MORC
 NM0482  HISTORY     - 1949     GOOD             CGS
 NM0482
 NM0482                          STATION DESCRIPTION
 NM0482
 NM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0482'5.6 MI SE FROM HOMER.
 NM0482'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0482'THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.7 MILES
 NM0482'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 NM0482'A PRIVATE ROAD LEADING TO THE FARM HOME OF MRS. W.W. STEUDIVILLE
 NM0482'AND OCCUPIED BY TOM VANCLEAVE, ON THE NORTH SIDE OF AND AT THE
 NM0482'BASE OF A 24-INCH WALNUT TREE, 106.0 FEET NORTHEAST OF THE
 NM0482'NORTHEAST CORNER OF THE HOUSE, 19.0 FEET NORTH OF THE NORTHEAST
 NM0482'CORNER OF A SMALL POULTRY HOUSE, 9 FEET SOUTH OF THE CENTER LINE
 NM0482'OF THE PRIVATE ROAD, THE TOP OF A COPPER BOLT LEADED IN A STONE
 NM0482'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH
 NM0482'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 NM0482'STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0481 ***********************************************************************
 NM0481  DESIGNATION -  140/1 CAP
 NM0481  PID         -  NM0481
 NM0481  STATE/COUNTY-  NE/DAKOTA
 NM0481  COUNTRY     -  US
 NM0481  USGS QUAD   -  HOMER (2017)
 NM0481
 NM0481                         *CURRENT SURVEY CONTROL
 NM0481  ______________________________________________________________________
 NM0481* NAD 83(1986) POSITION- 42 17 17.     (N) 096 23 58.     (W)   SCALED
 NM0481* NAVD 88 ORTHO HEIGHT -   330.195 (meters)     1083.31  (feet) ADJUSTED
 NM0481  ______________________________________________________________________
 NM0481  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 NM0481  DYNAMIC HEIGHT  -        330.086 (meters)     1082.96  (feet) COMP
 NM0481  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 NM0481
 NM0481  VERT ORDER      -  SECOND    CLASS 0
 NM0481
 NM0481.The horizontal coordinates were scaled from a map and have
 NM0481.an estimated accuracy of +/- 6 seconds.
 NM0481
 NM0481.The orthometric height was determined by differential leveling and
 NM0481.adjusted by the NATIONAL GEODETIC SURVEY
 NM0481.in June 1991.
 NM0481
 NM0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0481.GEOID18 height accuracy estimate available here.
 NM0481
 NM0481.Click photographs - Photos may exist for this station.
 NM0481
 NM0481.The dynamic height is computed by dividing the NAVD 88
 NM0481.geopotential number by the normal gravity value computed on the
 NM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0481.degrees latitude (g = 980.6199 gals.).
 NM0481
 NM0481.The modeled gravity was interpolated from observed gravity values.
 NM0481
 NM0481;                    North         East    Units  Estimated Accuracy
 NM0481;SPC NE       -   278,730.      796,800.      MT  (+/- 180 meters Scaled)
 NM0481
 NM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM144850(NAD 83)
 NM0481
 NM0481                          SUPERSEDED SURVEY CONTROL
 NM0481
 NM0481  NGVD 29 (??/??/92)  330.036  (m)         1082.79   (f) ADJ UNCH    2 0
 NM0481
 NM0481.Superseded values are not recommended for survey control.
 NM0481
 NM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0481.See file dsdata.pdf to determine how the superseded data were derived.
 NM0481
 NM0481_MARKER: P = PIPE CAP
 NM0481_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0481_MARK LOGO: MORC
 NM0481_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0481
 NM0481  HISTORY     - Date     Condition        Report By
 NM0481  HISTORY     - UNK      MONUMENTED       MORC
 NM0481  HISTORY     - 1949     GOOD             CGS
 NM0481
 NM0481                          STATION DESCRIPTION
 NM0481
 NM0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0481'5.6 MI SE FROM HOMER.
 NM0481'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0481'THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.7 MILES
 NM0481'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 NM0481'A PRIVATE ROAD LEADING TO THE FARM HOME OF MRS. W.W. STEUDIVILLE
 NM0481'AND OCCUPIED BY TOM VAN CLEAVE, ON THE NORTH SIDE OF AND AT THE
 NM0481'BASE OF A 24-INCH WALNUT TREE, 106.0 FEET NORTHEAST OF THE
 NM0481'NORTHEAST CORNER OF THE HOUSE, 19.0 FEET NORTH OF THE NORTHEAST
 NM0481'CORNER OF A SMALL POULTRY HOUSE, 9 FEET SOUTH OF THE CENTER LINE
 NM0481'OF THE PRIVATE ROAD, THE TOP OF A MISSOURI RIVER COMMISSION
 NM0481'STANDARD CAP WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0474 ***********************************************************************
 NM0474  DESIGNATION -  141/1 BOLT
 NM0474  PID         -  NM0474
 NM0474  STATE/COUNTY-  NE/DAKOTA
 NM0474  COUNTRY     -  US
 NM0474  USGS QUAD   -  HOMER (2017)
 NM0474
 NM0474                         *CURRENT SURVEY CONTROL
 NM0474  ______________________________________________________________________
 NM0474* NAD 83(1986) POSITION- 42 21 00.     (N) 096 26 53.     (W)   SCALED
 NM0474* NAVD 88 ORTHO HEIGHT -   332.535 (meters)     1090.99  (feet) ADJUSTED
 NM0474  ______________________________________________________________________
 NM0474  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 NM0474  DYNAMIC HEIGHT  -        332.427 (meters)     1090.64  (feet) COMP
 NM0474  MODELED GRAVITY -    980,288.5   (mgal)                       NAVD 88
 NM0474
 NM0474  VERT ORDER      -  SECOND    CLASS 0
 NM0474
 NM0474.The horizontal coordinates were scaled from a map and have
 NM0474.an estimated accuracy of +/- 6 seconds.
 NM0474
 NM0474.The orthometric height was determined by differential leveling and
 NM0474.adjusted by the NATIONAL GEODETIC SURVEY
 NM0474.in June 1991.
 NM0474
 NM0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0474.GEOID18 height accuracy estimate available here.
 NM0474
 NM0474.Click photographs - Photos may exist for this station.
 NM0474
 NM0474.The dynamic height is computed by dividing the NAVD 88
 NM0474.geopotential number by the normal gravity value computed on the
 NM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0474.degrees latitude (g = 980.6199 gals.).
 NM0474
 NM0474.The modeled gravity was interpolated from observed gravity values.
 NM0474
 NM0474;                    North         East    Units  Estimated Accuracy
 NM0474;SPC NE       -   285,430.      792,510.      MT  (+/- 180 meters Scaled)
 NM0474
 NM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM101917(NAD 83)
 NM0474
 NM0474                          SUPERSEDED SURVEY CONTROL
 NM0474
 NM0474  NGVD 29 (??/??/92)  332.378  (m)         1090.48   (f) ADJ UNCH    2 0
 NM0474
 NM0474.Superseded values are not recommended for survey control.
 NM0474
 NM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0474.See file dsdata.pdf to determine how the superseded data were derived.
 NM0474
 NM0474_MARKER: B = BOLT
 NM0474_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0474_SP_SET: STONE
 NM0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0474
 NM0474  HISTORY     - Date     Condition        Report By
 NM0474  HISTORY     - UNK      MONUMENTED       MORC
 NM0474  HISTORY     - 1949     GOOD             CGS
 NM0474
 NM0474                          STATION DESCRIPTION
 NM0474
 NM0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0474'5.7 MI SW FROM DAKOTA CITY.
 NM0474'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 AND 73 FROM THE
 NM0474'COURTHOUSE AT DAKOTA CITY, THENCE 0.5 MILE EAST ALONG A GRADED
 NM0474'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE
 NM0474'FARM HOME OF LAWERENCE NIXON AND OCCUPIED BY ARTHER LUSEBRINK,
 NM0474'54.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39
 NM0474'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE
 NM0474'CENTER LINE OF A PRIVATE DRIVEWAY, 27.0 FEET EAST OF A 24-INCH
 NM0474'BOXELDER TREE, 13.0 FEET SOUTH OF A 30-INCH BOXELDER TREE, THE
 NM0474'TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 NM0474'4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 NM0474'PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.  NOTE-- B.M.
 NM0474'141/1 (MORC) IS ALSO 0.45 MILE NORTH OF BLUE 1948 AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0473 ***********************************************************************
 NM0473  DESIGNATION -  141/1 CAP
 NM0473  PID         -  NM0473
 NM0473  STATE/COUNTY-  NE/DAKOTA
 NM0473  COUNTRY     -  US
 NM0473  USGS QUAD   -  HOMER (2017)
 NM0473
 NM0473                         *CURRENT SURVEY CONTROL
 NM0473  ______________________________________________________________________
 NM0473* NAD 83(1986) POSITION- 42 21 00.     (N) 096 26 53.     (W)   SCALED
 NM0473* NAVD 88 ORTHO HEIGHT -   333.773 (meters)     1095.05  (feet) ADJUSTED
 NM0473  ______________________________________________________________________
 NM0473  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 NM0473  DYNAMIC HEIGHT  -        333.665 (meters)     1094.70  (feet) COMP
 NM0473  MODELED GRAVITY -    980,288.5   (mgal)                       NAVD 88
 NM0473
 NM0473  VERT ORDER      -  SECOND    CLASS 0
 NM0473
 NM0473.The horizontal coordinates were scaled from a map and have
 NM0473.an estimated accuracy of +/- 6 seconds.
 NM0473
 NM0473.The orthometric height was determined by differential leveling and
 NM0473.adjusted by the NATIONAL GEODETIC SURVEY
 NM0473.in June 1991.
 NM0473
 NM0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0473.GEOID18 height accuracy estimate available here.
 NM0473
 NM0473.Click photographs - Photos may exist for this station.
 NM0473
 NM0473.The dynamic height is computed by dividing the NAVD 88
 NM0473.geopotential number by the normal gravity value computed on the
 NM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0473.degrees latitude (g = 980.6199 gals.).
 NM0473
 NM0473.The modeled gravity was interpolated from observed gravity values.
 NM0473
 NM0473;                    North         East    Units  Estimated Accuracy
 NM0473;SPC NE       -   285,430.      792,510.      MT  (+/- 180 meters Scaled)
 NM0473
 NM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM101917(NAD 83)
 NM0473
 NM0473                          SUPERSEDED SURVEY CONTROL
 NM0473
 NM0473  NGVD 29 (??/??/92)  333.616  (m)         1094.54   (f) ADJ UNCH    2 0
 NM0473
 NM0473.Superseded values are not recommended for survey control.
 NM0473
 NM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0473.See file dsdata.pdf to determine how the superseded data were derived.
 NM0473
 NM0473_MARKER: P = PIPE CAP
 NM0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0473_MARK LOGO: MORC
 NM0473_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0473
 NM0473  HISTORY     - Date     Condition        Report By
 NM0473  HISTORY     - UNK      MONUMENTED       MORC
 NM0473  HISTORY     - 1949     GOOD             CGS
 NM0473
 NM0473                          STATION DESCRIPTION
 NM0473
 NM0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0473'5.7 MI SW FROM DAKOTA CITY.
 NM0473'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 AND 73 FROM THE
 NM0473'COURTHOUSE AT DAKATO CITY, THENCE 0.5 MILE EAST ALONG A GRADED
 NM0473'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT
 NM0473'THE FARM HOME OF LAWERENCE NIXON AND OCCUPIED BY ARTHER LUSEBRINK,
 NM0473'54.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39
 NM0473'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE
 NM0473'CENTER LINE OF A PRIVATE DRIVEWAY, 27.0 FEET EAST OF A 24-INCH
 NM0473'BOXELDER TREE, 13.0 FEET SOUTH OF A 30-INCH BOXELDER TREE, THE
 NM0473'TOP OF A MISSOURI RIVER COMMISSION STANDARD CAP WHICH PROJECTS
 NM0473'1.0 FOOT ABOVE THE GROUND.  NOTE-- B.M. 141/1 (MORC) IS ALSO
 NM0473'0.45 MILE NORTH OF BLUE 1948 AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0422 ***********************************************************************
 LG0422  DESIGNATION -  1476.6
 LG0422  PID         -  LG0422
 LG0422  STATE/COUNTY-  NE/SALINE
 LG0422  COUNTRY     -  US
 LG0422  USGS QUAD   -  DORCHESTER (2017)
 LG0422
 LG0422                         *CURRENT SURVEY CONTROL
 LG0422  ______________________________________________________________________
 LG0422* NAD 83(1986) POSITION- 40 38 24.     (N) 097 07 22.     (W)   SCALED
 LG0422* NAVD 88 ORTHO HEIGHT -   450.269 (meters)     1477.26  (feet) ADJUSTED
 LG0422  ______________________________________________________________________
 LG0422  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 LG0422  DYNAMIC HEIGHT  -        450.019 (meters)     1476.44  (feet) COMP
 LG0422  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 LG0422
 LG0422  VERT ORDER      -  FIRST     CLASS II
 LG0422
 LG0422.The horizontal coordinates were scaled from a map and have
 LG0422.an estimated accuracy of +/- 6 seconds.
 LG0422
 LG0422.The orthometric height was determined by differential leveling and
 LG0422.adjusted by the NATIONAL GEODETIC SURVEY
 LG0422.in June 1991.
 LG0422
 LG0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0422.GEOID18 height accuracy estimate available here.
 LG0422
 LG0422.Click photographs - Photos may exist for this station.
 LG0422
 LG0422.The dynamic height is computed by dividing the NAVD 88
 LG0422.geopotential number by the normal gravity value computed on the
 LG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0422.degrees latitude (g = 980.6199 gals.).
 LG0422
 LG0422.The modeled gravity was interpolated from observed gravity values.
 LG0422
 LG0422;                    North         East    Units  Estimated Accuracy
 LG0422;SPC NE       -    93,610.      743,290.      MT  (+/- 180 meters Scaled)
 LG0422
 LG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL587004(NAD 83)
 LG0422
 LG0422                          SUPERSEDED SURVEY CONTROL
 LG0422
 LG0422  NGVD 29 (??/??/92)  450.107  (m)         1476.73   (f) ADJ UNCH    1 2
 LG0422
 LG0422.Superseded values are not recommended for survey control.
 LG0422
 LG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0422.See file dsdata.pdf to determine how the superseded data were derived.
 LG0422
 LG0422_MARKER: Q = CHISELED SQUARE
 LG0422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0422_SP_SET: CULVERT HEADWALL
 LG0422_STAMPING: US BM 1476.6
 LG0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0422+STABILITY: SURFACE MOTION
 LG0422
 LG0422  HISTORY     - Date     Condition        Report By
 LG0422  HISTORY     - UNK      MONUMENTED       USGS
 LG0422  HISTORY     - 1940     GOOD             CGS
 LG0422  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0422
 LG0422                          STATION DESCRIPTION
 LG0422
 LG0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0422'0.5 MI W FROM DORCHESTER.
 LG0422'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0422'FROM THE STATION AT DORCHESTER, SALINE COUNTY, THENCE 0.5 MILE
 LG0422'SOUTH ALONG STATE HIGHWAY 15, 128 FEET SOUTH OF THE INTERSECTION
 LG0422'OF AN EAST-AND-WEST DIRT ROAD, AT A CONCRETE CULVERT UNDER THE
 LG0422'HIGHWAY, ON THE TOP OF THE EAST HEADWALL MARKED US BM 1476.6,
 LG0422'AND 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED
 LG0422'SQUARE.
 LG0422
 LG0422                          STATION RECOVERY (1991)
 LG0422
 LG0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0422'THE PORTION OF THE HEADWALL THE DISK WAS IN HAS BEEN BROKEN OFF.
 LG0422'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4119 ***********************************************************************
 AB4119  CBN         -  This is a Cooperative Base Network Control Station.
 AB4119  DESIGNATION -  15 JLK
 AB4119  PID         -  AB4119
 AB4119  STATE/COUNTY-  NE/HAYES
 AB4119  COUNTRY     -  US
 AB4119  USGS QUAD   -  HAMLET (2017)
 AB4119
 AB4119                         *CURRENT SURVEY CONTROL
 AB4119  ______________________________________________________________________
 AB4119* NAD 83(2011) POSITION- 40 24 28.56741(N) 101 13 47.33245(W)   ADJUSTED
 AB4119* NAD 83(2011) ELLIP HT-   914.562 (meters)        (06/27/12)   ADJUSTED
 AB4119* NAD 83(2011) EPOCH   -  2010.00
 AB4119* NAVD 88 ORTHO HEIGHT -   937.5   (meters)     3076.    (feet) GPS OBS
 AB4119  ______________________________________________________________________
 AB4119  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4119  GEOID HEIGHT    -        -22.694 (meters)                     GEOID93
 AB4119  GEOID HEIGHT    -        -22.862 (meters)                     GEOID18
 AB4119  NAD 83(2011) X  -   -947,270.660 (meters)                     COMP
 AB4119  NAD 83(2011) Y  - -4,771,035.108 (meters)                     COMP
 AB4119  NAD 83(2011) Z  -  4,113,173.645 (meters)                     COMP
 AB4119  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 AB4119
 AB4119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4119  Standards:
 AB4119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4119  -------------------------------------------------------------------
 AB4119  NETWORK    0.43   1.16           0.20   0.14   0.59     -0.01675315
 AB4119  -------------------------------------------------------------------
 AB4119  Click here for local accuracies and other accuracy information.
 AB4119
 AB4119.The horizontal coordinates were established by GPS observations
 AB4119.and adjusted by the National Geodetic Survey in June 2012.
 AB4119
 AB4119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4119.been affixed to the stable North American tectonic plate. See 
 AB4119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4119
 AB4119.The horizontal coordinates are valid at the epoch date displayed above
 AB4119.which is a decimal equivalence of Year/Month/Day.
 AB4119
 AB4119.The orthometric height was determined by GPS observations and a
 AB4119.high-resolution geoid model.
 AB4119
 AB4119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4119.GEOID18 height accuracy estimate available here.
 AB4119
 AB4119.Click photographs - Photos may exist for this station.
 AB4119
 AB4119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4119
 AB4119.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4119
 AB4119.The ellipsoidal height was determined by GPS observations
 AB4119.and is referenced to NAD 83.
 AB4119
 AB4119. The following values were computed from the NAD 83(2011) position.
 AB4119
 AB4119;                    North         East     Units Scale Factor Converg.
 AB4119;SPC NE       -    64,541.299   395,629.170   MT  0.99984044   -0 48 54.0
 AB4119;SPC NE       -   211,749.25  1,297,993.37   sFT  0.99984044   -0 48 54.0
 AB4119;UTM  14      - 4,475,422.905   310,793.447   MT  1.00004069   -1 26 45.1
 AB4119
 AB4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4119!SPC NE       -   0.99985655  x   0.99984044  =   0.99969702
 AB4119!UTM  14      -   0.99985655  x   1.00004069  =   0.99989724
 AB4119
 AB4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1079375422(NAD 83)
 AB4119
 AB4119                          SUPERSEDED SURVEY CONTROL
 AB4119
 AB4119  NAD 83(2007)-  40 24 28.56725(N)    101 13 47.33334(W) AD(2002.00) 0
 AB4119  ELLIP H (02/10/07)  914.588  (m)                       GP(2002.00)    
 AB4119  ELLIP H (09/24/01)  914.567  (m)                       GP(       ) 4 1
 AB4119  NAD 83(1995)-  40 24 28.56685(N)    101 13 47.33281(W) AD(       ) B
 AB4119  ELLIP H (06/25/96)  914.618  (m)                       GP(       ) 1 1
 AB4119
 AB4119.Superseded values are not recommended for survey control.
 AB4119
 AB4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4119.See file dsdata.pdf to determine how the superseded data were derived.
 AB4119
 AB4119_MARKER: DB = BENCH MARK DISK
 AB4119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB4119_STAMPING: 15 JLK 1973 3074
 AB4119_MARK LOGO: USGS
 AB4119_PROJECTION: RECESSED 9 CENTIMETERS
 AB4119_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4119+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 AB4119
 AB4119  HISTORY     - Date     Condition        Report By
 AB4119  HISTORY     - 1973     MONUMENTED       USGS
 AB4119  HISTORY     - 19950719 GOOD             NGS
 AB4119  HISTORY     - 20170919 GOOD             NEGS
 AB4119  HISTORY     - 20200213 GOOD             NEGS
 AB4119
 AB4119                          STATION DESCRIPTION
 AB4119
 AB4119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4119'THE MARK IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHWEST OF HAYES CENTER,
 AB4119'1.5 MI (2.4 KM) NORTH OF HAMLET, ON THE OUTSIDE OF A CURVE IN A
 AB4119'GRAVELED COUNTY ROAD, ON ROAD RIGHT-OF-WAY, NEAR THE NORTHWEST CORNER
 AB4119'OF SEC18, T5N, R34W.  TO REACH THE MARK FROM THE POST OFFICE IN
 AB4119'HAMLET, GO NORTH FOR 0.1 MI (0.2 KM) TO A T-ROAD.  TURN RIGHT AND GO
 AB4119'EAST ON A PAVED ROAD FOR 0.25 MI (0.40 KM) TO A T-ROAD.  TURN LEFT AND
 AB4119'GO NORTH ON A GRAVELED COUNTY ROAD FOR 1.45 MI (2.33 KM) TO A CURVE TO
 AB4119'THE RIGHT, AND NORTHEAST, AND THE MARK ON THE LEFT, NEAR THE NORTHEAST
 AB4119'END OF THE CURVE.  THE DISK IS CRIMPED TO THE TOP OF A COPPER CLAD
 AB4119'STEEL ROD SET WITHIN A 5-INCH PVC PIPE THAT IS RECESSED 0.2 FT (6.1
 AB4119'CM) BELOW THE GROUND SURFACE.  IT IS 87.5 FT (26.7 M) NORTHWEST OF THE
 AB4119'CENTERLINE OF THE ROAD, 68.0 FT (20.7 M) SOUTH-SOUTHEAST OF A LONE ELM
 AB4119'TREE, 39.5 FT (12.0 M) EAST OF THE EXTENDED CENTERLINE OF THE ROAD
 AB4119'LEADING SOUTH, 4.5 FT (1.4 M) NORTHEAST OF A FENCE CORNER POST, 2.4 FT
 AB4119'(0.7 M) NORTHEAST OF A FIBERGLASS WITNESS POST, 1.0 FT (0.3 M)
 AB4119'SOUTHWEST OF A METAL WITNESS POST, 1.0 FT (0.3 M) SOUTHEAST OF A WIRE
 AB4119'FENCE AND IS ABOUT 4 FT (1.2 M) HIGHER THAN THE ROAD.
 AB4119
 AB4119                          STATION RECOVERY (2017)
 AB4119
 AB4119'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MLH)
 AB4119'FOUND GOOD
 AB4119
 AB4119                          STATION RECOVERY (2020)
 AB4119
 AB4119'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 AB4119'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND HAMLET RD
 AB4119'(SOUTHEAST OF HAMLET NE.), GO NORTH ON HAMLET ROAD APPROXIMATELY 1.95
 AB4119'MI (3.14 KM) TO A CURVE ON COUNTY ROAD.  CONTINUE STRAIGHT ONTO GRAVEL
 AB4119'ROAD (NORTH) LEADING TO A FIELD ENTRANCE.  THE BENCH MARK IS LOCATED
 AB4119'NORTHWEST OF THE CURVE, NEAR FENCE CORNER POST.
 AB4119'
 AB4119'IT IS 4.5 FT (1.4 M) EAST-NORTHEAST FROM THE FENCE CORNER POST, 2.4 FT
 AB4119'(0.7 M) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST AND 1.1 FT (0.3
 AB4119'M) WEST-SOUTHWEST FROM A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0206 ***********************************************************************
 LH0206  DESIGNATION -  1596.3
 LH0206  PID         -  LH0206
 LH0206  STATE/COUNTY-  NE/NUCKOLLS
 LH0206  COUNTRY     -  US
 LH0206  USGS QUAD   -  SUPERIOR (2017)
 LH0206
 LH0206                         *CURRENT SURVEY CONTROL
 LH0206  ______________________________________________________________________
 LH0206* NAD 83(1986) POSITION- 40 01 52.     (N) 098 07 13.     (W)   SCALED
 LH0206* NAVD 88 ORTHO HEIGHT -   486.675 (meters)     1596.70  (feet) ADJUSTED
 LH0206  ______________________________________________________________________
 LH0206  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 LH0206  DYNAMIC HEIGHT  -        486.390 (meters)     1595.76  (feet) COMP
 LH0206  MODELED GRAVITY -    980,023.6   (mgal)                       NAVD 88
 LH0206
 LH0206  VERT ORDER      -  FIRST     CLASS II
 LH0206
 LH0206.The horizontal coordinates were scaled from a map and have
 LH0206.an estimated accuracy of +/- 6 seconds.
 LH0206
 LH0206.The orthometric height was determined by differential leveling and
 LH0206.adjusted by the NATIONAL GEODETIC SURVEY
 LH0206.in June 1991.
 LH0206
 LH0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0206.GEOID18 height accuracy estimate available here.
 LH0206
 LH0206.Click photographs - Photos may exist for this station.
 LH0206
 LH0206.The dynamic height is computed by dividing the NAVD 88
 LH0206.geopotential number by the normal gravity value computed on the
 LH0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0206.degrees latitude (g = 980.6199 gals.).
 LH0206
 LH0206.The modeled gravity was interpolated from observed gravity values.
 LH0206
 LH0206;                    North         East    Units  Estimated Accuracy
 LH0206;SPC NE       -    23,710.      660,430.      MT  (+/- 180 meters Scaled)
 LH0206
 LH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK750315(NAD 83)
 LH0206
 LH0206                          SUPERSEDED SURVEY CONTROL
 LH0206
 LH0206  NGVD 29 (??/??/92)  486.495  (m)         1596.11   (f) ADJ UNCH    1 2
 LH0206
 LH0206.Superseded values are not recommended for survey control.
 LH0206
 LH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0206.See file dsdata.pdf to determine how the superseded data were derived.
 LH0206
 LH0206_MARKER: Q = CHISELED SQUARE
 LH0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0206_SP_SET: CULVERT HEADWALL
 LH0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0206+STABILITY: SURFACE MOTION
 LH0206
 LH0206  HISTORY     - Date     Condition        Report By
 LH0206  HISTORY     - UNK      MONUMENTED       USGS
 LH0206  HISTORY     - 1947     GOOD             CGS
 LH0206
 LH0206                          STATION DESCRIPTION
 LH0206
 LH0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0206'3.7 MI E FROM BOSTWICK.
 LH0206'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0206'FROM THE STATION AT BOSTWICK, AT THE EAST END OF THE NORTH HEAD
 LH0206'WALL OF CONCRETE CULVERT NO. 173.28, 73.0 FEET WEST OF THE CENTER
 LH0206'OF A ROAD CROSSING, 5.8 FEET NORTH OF THE NORTH RAIL OF THE
 LH0206'TRACK, THE HIGHEST POINT OF THE SURFACE INSIDE OF A 2-INCH
 LH0206'OUTLINED CHISELED SQUARE CUT ON TOP OF AND 1.1 FOOT WEST OF THE
 LH0206'EAST END OF AND 1.1 FOOT SOUTH OF THE NORTH SIDE OF THE EAST
 LH0206'END OF THE NORTH HEAD WALL OF A 4 X 12-FOOT DOUBLE PASSAGE
 LH0206'CONCRETE CULVERT UNDER THE TRACK, ABOUT THE SAME ELEVATION AS
 LH0206'THE BASE OF THE RAILS.  ALSO 2.85 MILES NORTHWEST ALONG THE
 LH0206'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 LH0206'SUPERIOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0211 ***********************************************************************
 LH0211  DESIGNATION -  1602.9
 LH0211  PID         -  LH0211
 LH0211  STATE/COUNTY-  NE/NUCKOLLS
 LH0211  COUNTRY     -  US
 LH0211  USGS QUAD   -  BOSTWICK (2017)
 LH0211
 LH0211                         *CURRENT SURVEY CONTROL
 LH0211  ______________________________________________________________________
 LH0211* NAD 83(1986) POSITION- 40 02 35.     (N) 098 10 39.     (W)   SCALED
 LH0211* NAVD 88 ORTHO HEIGHT -   488.718 (meters)     1603.40  (feet) ADJUSTED
 LH0211  ______________________________________________________________________
 LH0211  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 LH0211  DYNAMIC HEIGHT  -        488.431 (meters)     1602.46  (feet) COMP
 LH0211  MODELED GRAVITY -    980,024.4   (mgal)                       NAVD 88
 LH0211
 LH0211  VERT ORDER      -  FIRST     CLASS II
 LH0211
 LH0211.The horizontal coordinates were scaled from a map and have
 LH0211.an estimated accuracy of +/- 6 seconds.
 LH0211
 LH0211.The orthometric height was determined by differential leveling and
 LH0211.adjusted by the NATIONAL GEODETIC SURVEY
 LH0211.in June 1991.
 LH0211
 LH0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0211.GEOID18 height accuracy estimate available here.
 LH0211
 LH0211.Click photographs - Photos may exist for this station.
 LH0211
 LH0211.The dynamic height is computed by dividing the NAVD 88
 LH0211.geopotential number by the normal gravity value computed on the
 LH0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0211.degrees latitude (g = 980.6199 gals.).
 LH0211
 LH0211.The modeled gravity was interpolated from observed gravity values.
 LH0211
 LH0211;                    North         East    Units  Estimated Accuracy
 LH0211;SPC NE       -    24,930.      655,520.      MT  (+/- 180 meters Scaled)
 LH0211
 LH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK701328(NAD 83)
 LH0211
 LH0211                          SUPERSEDED SURVEY CONTROL
 LH0211
 LH0211  NGVD 29 (??/??/92)  488.534  (m)         1602.80   (f) ADJ UNCH    1 2
 LH0211
 LH0211.Superseded values are not recommended for survey control.
 LH0211
 LH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0211.See file dsdata.pdf to determine how the superseded data were derived.
 LH0211
 LH0211_MARKER: Q = CHISELED SQUARE
 LH0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0211_SP_SET: BRIDGE ABUTMENT
 LH0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0211
 LH0211  HISTORY     - Date     Condition        Report By
 LH0211  HISTORY     - UNK      MONUMENTED       USGS
 LH0211  HISTORY     - 1947     GOOD             CGS
 LH0211
 LH0211                          STATION DESCRIPTION
 LH0211
 LH0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0211'0.5 MI E FROM BOSTWICK.
 LH0211'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0211'FROM THE STATION AT BOSWICK, AT THE EAST END OF CONCRETE BRIDGE
 LH0211'NO. 176.51, 5.4 FEET NORTH OF THE NORTH RAIL OF THE TRACK, THE
 LH0211'HIGHEST POINT OF THE SURFACE INSIDE OF A 2 INCH OUTLINED CHISELED
 LH0211'SQUARE CUT ON TOP OF AND 0.9 FOOT EAST OF THE WEST SIDE OF AND
 LH0211'0.3 FOOT WEST OF THE EAST SIDE OF THE NORTH END OF THE EAST
 LH0211'CONCRETE ABUTMENT OF THE BRIDGE, 1.1 FOOT SOUTH OF THE SOUTHEAST
 LH0211'CORNER OF A CONCRETE SIGN WHICH IS MARKED 176.51, 1.0 FOOT
 LH0211'BELOW THE BASE OF THE RAILS, 0.6 FOOT NORTH OF THE NORTH SIDE
 LH0211'OF A LONG CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0222 ***********************************************************************
 LH0222  DESIGNATION -  1611.1
 LH0222  PID         -  LH0222
 LH0222  STATE/COUNTY-  NE/NUCKOLLS
 LH0222  COUNTRY     -  US
 LH0222  USGS QUAD   -  GUIDE ROCK (2017)
 LH0222
 LH0222                         *CURRENT SURVEY CONTROL
 LH0222  ______________________________________________________________________
 LH0222* NAD 83(1986) POSITION- 40 03 48.     (N) 098 15 18.     (W)   SCALED
 LH0222* NAVD 88 ORTHO HEIGHT -   491.208 (meters)     1611.57  (feet) ADJUSTED
 LH0222  ______________________________________________________________________
 LH0222  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 LH0222  DYNAMIC HEIGHT  -        490.916 (meters)     1610.61  (feet) COMP
 LH0222  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 LH0222
 LH0222  VERT ORDER      -  FIRST     CLASS II
 LH0222
 LH0222.The horizontal coordinates were scaled from a map and have
 LH0222.an estimated accuracy of +/- 6 seconds.
 LH0222
 LH0222.The orthometric height was determined by differential leveling and
 LH0222.adjusted by the NATIONAL GEODETIC SURVEY
 LH0222.in June 1991.
 LH0222
 LH0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0222.GEOID18 height accuracy estimate available here.
 LH0222
 LH0222.Click photographs - Photos may exist for this station.
 LH0222
 LH0222.The dynamic height is computed by dividing the NAVD 88
 LH0222.geopotential number by the normal gravity value computed on the
 LH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0222.degrees latitude (g = 980.6199 gals.).
 LH0222
 LH0222.The modeled gravity was interpolated from observed gravity values.
 LH0222
 LH0222;                    North         East    Units  Estimated Accuracy
 LH0222;SPC NE       -    27,040.      648,860.      MT  (+/- 180 meters Scaled)
 LH0222
 LH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK635350(NAD 83)
 LH0222
 LH0222                          SUPERSEDED SURVEY CONTROL
 LH0222
 LH0222  NGVD 29 (??/??/92)  491.013  (m)         1610.93   (f) ADJ UNCH    1 2
 LH0222
 LH0222.Superseded values are not recommended for survey control.
 LH0222
 LH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0222.See file dsdata.pdf to determine how the superseded data were derived.
 LH0222
 LH0222_MARKER: Q = CHISELED SQUARE
 LH0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0222_SP_SET: CULVERT HEADWALL
 LH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0222+STABILITY: SURFACE MOTION
 LH0222
 LH0222  HISTORY     - Date     Condition        Report By
 LH0222  HISTORY     - UNK      MONUMENTED       USGS
 LH0222  HISTORY     - 1947     GOOD             CGS
 LH0222
 LH0222                          STATION DESCRIPTION
 LH0222
 LH0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0222'4 MI E FROM GUIDE ROCK.
 LH0222'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0222'FROM THE STATION AT GUIDE ROCK, AT A NORTH-SOUTH DIRT ROAD
 LH0222'CROSSING, 33.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 24.7
 LH0222'FEET SOUTHWEST OF A CONCRETE RAILROAD RIGHT OF WAY FENCE CORNER
 LH0222'POST, 12.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT
 LH0222'ROAD, THE HIGHEST POINT OF THE SURFACE INSIDE OF A 2-INCH
 LH0222'OUTLINED CHISELED SQUARE CUT ON TOP OF AND 0.3 FOOT WEST OF
 LH0222'THE EAST END OF A 3-FOOT CONCRETE TILE PIPE CULVERT UNDER THE
 LH0222'DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0214 ***********************************************************************
 LH0214  DESIGNATION -  1614.0
 LH0214  PID         -  LH0214
 LH0214  STATE/COUNTY-  NE/NUCKOLLS
 LH0214  COUNTRY     -  US
 LH0214  USGS QUAD   -  BOSTWICK (2017)
 LH0214
 LH0214                         *CURRENT SURVEY CONTROL
 LH0214  ______________________________________________________________________
 LH0214* NAD 83(1986) POSITION- 40 03 05.     (N) 098 11 50.     (W)   SCALED
 LH0214* NAVD 88 ORTHO HEIGHT -   492.101 (meters)     1614.50  (feet) ADJUSTED
 LH0214  ______________________________________________________________________
 LH0214  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 LH0214  DYNAMIC HEIGHT  -        491.812 (meters)     1613.55  (feet) COMP
 LH0214  MODELED GRAVITY -    980,022.9   (mgal)                       NAVD 88
 LH0214
 LH0214  VERT ORDER      -  FIRST     CLASS II
 LH0214
 LH0214.The horizontal coordinates were scaled from a map and have
 LH0214.an estimated accuracy of +/- 6 seconds.
 LH0214
 LH0214.The orthometric height was determined by differential leveling and
 LH0214.adjusted by the NATIONAL GEODETIC SURVEY
 LH0214.in June 1991.
 LH0214
 LH0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0214.GEOID18 height accuracy estimate available here.
 LH0214
 LH0214.Click photographs - Photos may exist for this station.
 LH0214
 LH0214.The dynamic height is computed by dividing the NAVD 88
 LH0214.geopotential number by the normal gravity value computed on the
 LH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0214.degrees latitude (g = 980.6199 gals.).
 LH0214
 LH0214.The modeled gravity was interpolated from observed gravity values.
 LH0214
 LH0214;                    North         East    Units  Estimated Accuracy
 LH0214;SPC NE       -    25,820.      653,820.      MT  (+/- 180 meters Scaled)
 LH0214
 LH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK684337(NAD 83)
 LH0214
 LH0214                          SUPERSEDED SURVEY CONTROL
 LH0214
 LH0214  NGVD 29 (??/??/92)  491.915  (m)         1613.89   (f) ADJ UNCH    1 2
 LH0214
 LH0214.Superseded values are not recommended for survey control.
 LH0214
 LH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0214.See file dsdata.pdf to determine how the superseded data were derived.
 LH0214
 LH0214_MARKER: Q = CHISELED SQUARE
 LH0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0214_SP_SET: BRIDGE ABUTMENT
 LH0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0214
 LH0214  HISTORY     - Date     Condition        Report By
 LH0214  HISTORY     - UNK      MONUMENTED       USGS
 LH0214  HISTORY     - 1947     GOOD             CGS
 LH0214
 LH0214                          STATION DESCRIPTION
 LH0214
 LH0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0214'0.7 MI W FROM BOSTWICK.
 LH0214'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0214'FROM THE STATION AT BOSTWICK, AT THE EAST END OF CONCRETE BRIDGE
 LH0214'NO. 177.68, 5.3 FEET NORTH OF THE NORTH RAIL OF THE TRACK, THE
 LH0214'HIGHEST POINT OF THE SURFACE INSIDE OF A 2-INCH OUTLINED CHISELED
 LH0214'SQUARE CUT ON TOP OF AND 0.8 FOOT EAST OF THE WEST SIDE OF AND
 LH0214'0.4 FOOT WEST OF THE EAST SIDE OF THE NORTH END OF THE EAST
 LH0214'CONCRETE ABUTMENT OF THE BRIDGE, 1.1 FOOT SOUTH OF THE SOUTHEAST
 LH0214'CORNER OF A CONCRETE SIGN WHICH IS MARKED 177.68, 1.0 FOOT BELOW
 LH0214'THE BASE OF THE RAILS AND 0.6 FOOT NORTH OF THE NORTH SIDE OF
 LH0214'A LONG CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0224 ***********************************************************************
 LH0224  DESIGNATION -  1618.6
 LH0224  PID         -  LH0224
 LH0224  STATE/COUNTY-  NE/WEBSTER
 LH0224  COUNTRY     -  US
 LH0224  USGS QUAD   -  GUIDE ROCK (2017)
 LH0224
 LH0224                         *CURRENT SURVEY CONTROL
 LH0224  ______________________________________________________________________
 LH0224* NAD 83(1986) POSITION- 40 03 55.     (N) 098 16 25.     (W)   SCALED
 LH0224* NAVD 88 ORTHO HEIGHT -   493.502 (meters)     1619.10  (feet) ADJUSTED
 LH0224  ______________________________________________________________________
 LH0224  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 LH0224  DYNAMIC HEIGHT  -        493.208 (meters)     1618.13  (feet) COMP
 LH0224  MODELED GRAVITY -    980,015.0   (mgal)                       NAVD 88
 LH0224
 LH0224  VERT ORDER      -  FIRST     CLASS II
 LH0224
 LH0224.The horizontal coordinates were scaled from a map and have
 LH0224.an estimated accuracy of +/- 6 seconds.
 LH0224
 LH0224.The orthometric height was determined by differential leveling and
 LH0224.adjusted by the NATIONAL GEODETIC SURVEY
 LH0224.in June 1991.
 LH0224
 LH0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0224.GEOID18 height accuracy estimate available here.
 LH0224
 LH0224.Click photographs - Photos may exist for this station.
 LH0224
 LH0224.The dynamic height is computed by dividing the NAVD 88
 LH0224.geopotential number by the normal gravity value computed on the
 LH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0224.degrees latitude (g = 980.6199 gals.).
 LH0224
 LH0224.The modeled gravity was interpolated from observed gravity values.
 LH0224
 LH0224;                    North         East    Units  Estimated Accuracy
 LH0224;SPC NE       -    27,230.      647,270.      MT  (+/- 180 meters Scaled)
 LH0224
 LH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK619352(NAD 83)
 LH0224
 LH0224                          SUPERSEDED SURVEY CONTROL
 LH0224
 LH0224  NGVD 29 (??/??/92)  493.305  (m)         1618.45   (f) ADJ UNCH    1 2
 LH0224
 LH0224.Superseded values are not recommended for survey control.
 LH0224
 LH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0224.See file dsdata.pdf to determine how the superseded data were derived.
 LH0224
 LH0224_MARKER: N = NAIL
 LH0224_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 LH0224_SP_SET: LOCUST TREE
 LH0224_STAMPING: USGS BM
 LH0224_MARK LOGO: USGS
 LH0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0224
 LH0224  HISTORY     - Date     Condition        Report By
 LH0224  HISTORY     - UNK      MONUMENTED       USGS
 LH0224  HISTORY     - 1947     GOOD             CGS
 LH0224
 LH0224                          STATION DESCRIPTION
 LH0224
 LH0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0224'3 MI E FROM GUIDE ROCK.
 LH0224'3.05 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0224'FROM THE STATION AT GUIDE ROCK, AT A POINT WHERE THE
 LH0224'WEBSTER-NUCKOLLS COUNTY LINE CROSSES THE RAILROAD TRACK, 60.3
 LH0224'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 34.0 FEET SOUTHWEST
 LH0224'OF A TELEPHONE POLE, 29.4 FEET SOUTHEAST OF A FENCE CORNER POST,
 LH0224'23.5 FEET EAST OF A NORTH-SOUTH FENCE LINE, 14.0 FEET SOUTH OF
 LH0224'THE SOUTH RIGHT OF WAY FENCE, A U.S. GEOLOGICAL SURVEY COPPER
 LH0224'NAIL AND WASHER DRIVEN IN A ROOT AT THE NORTHWEST SIDE OF A
 LH0224'14-INCH LOCUST TREE WHICH IS THE MOST NORTHERLY TREE OF A ROW
 LH0224'OF LOCUST TREES THAT ARE SUPPOSED TO BE ON THE WEBSTER-NUCKOLLS
 LH0224'COUNTY LINE, 0.1 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0235 ***********************************************************************
 LH0235  DESIGNATION -  1644.6
 LH0235  PID         -  LH0235
 LH0235  STATE/COUNTY-  NE/WEBSTER
 LH0235  COUNTRY     -  US
 LH0235  USGS QUAD   -  GUIDE ROCK (2017)
 LH0235
 LH0235                         *CURRENT SURVEY CONTROL
 LH0235  ______________________________________________________________________
 LH0235* NAD 83(1986) POSITION- 40 04 16.     (N) 098 22 01.     (W)   SCALED
 LH0235* NAVD 88 ORTHO HEIGHT -   501.448 (meters)     1645.17  (feet) ADJUSTED
 LH0235  ______________________________________________________________________
 LH0235  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 LH0235  DYNAMIC HEIGHT  -        501.148 (meters)     1644.18  (feet) COMP
 LH0235  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 LH0235
 LH0235  VERT ORDER      -  FIRST     CLASS II
 LH0235
 LH0235.The horizontal coordinates were scaled from a map and have
 LH0235.an estimated accuracy of +/- 6 seconds.
 LH0235
 LH0235.The orthometric height was determined by differential leveling and
 LH0235.adjusted by the NATIONAL GEODETIC SURVEY
 LH0235.in June 1991.
 LH0235
 LH0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0235.GEOID18 height accuracy estimate available here.
 LH0235
 LH0235.Click photographs - Photos may exist for this station.
 LH0235
 LH0235.The dynamic height is computed by dividing the NAVD 88
 LH0235.geopotential number by the normal gravity value computed on the
 LH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0235.degrees latitude (g = 980.6199 gals.).
 LH0235
 LH0235.The modeled gravity was interpolated from observed gravity values.
 LH0235
 LH0235;                    North         East    Units  Estimated Accuracy
 LH0235;SPC NE       -    27,720.      639,300.      MT  (+/- 180 meters Scaled)
 LH0235
 LH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK539358(NAD 83)
 LH0235
 LH0235                          SUPERSEDED SURVEY CONTROL
 LH0235
 LH0235  NGVD 29 (??/??/92)  501.243  (m)         1644.49   (f) ADJ UNCH    1 2
 LH0235
 LH0235.Superseded values are not recommended for survey control.
 LH0235
 LH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0235.See file dsdata.pdf to determine how the superseded data were derived.
 LH0235
 LH0235_MARKER: Q = CHISELED SQUARE
 LH0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0235_SP_SET: BRIDGE ABUTMENT
 LH0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0235
 LH0235  HISTORY     - Date     Condition        Report By
 LH0235  HISTORY     - UNK      MONUMENTED       USGS
 LH0235  HISTORY     - 1947     GOOD             CGS
 LH0235
 LH0235                          STATION DESCRIPTION
 LH0235
 LH0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0235'1.9 MI W FROM GUIDE ROCK.
 LH0235'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0235'RAILROAD FROM THE STATION AT GUIDE ROCK, 5.2 FEET SOUTH OF
 LH0235'AND ABOUT LEVEL WITH THE SOUTH RAIL OF THE TRACK, 5 RAILS
 LH0235'EAST OF A CROSSING, AT THE EAST END OF A LAKE, ON TOP OF THE
 LH0235'SOUTH CORNER OF THE WEST ABUTMENT OF BRIDGE NO. 187.84, 2.1
 LH0235'FEET WEST OF THE EAST SIDE OF THE ABUTMENT, 0.7 FOOT NORTH OF THE
 LH0235'SOUTH END OF THE ABUTMENT, 0.5 FOOT EAST OF THE WEST SIDE OF THE
 LH0235'ABUTMENT, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0233 ***********************************************************************
 LH0233  DESIGNATION -  1646.5
 LH0233  PID         -  LH0233
 LH0233  STATE/COUNTY-  NE/WEBSTER
 LH0233  COUNTRY     -  US
 LH0233  USGS QUAD   -  GUIDE ROCK (2017)
 LH0233
 LH0233                         *CURRENT SURVEY CONTROL
 LH0233  ______________________________________________________________________
 LH0233* NAD 83(1986) POSITION- 40 04 20.     (N) 098 21 18.     (W)   SCALED
 LH0233* NAVD 88 ORTHO HEIGHT -   502.021 (meters)     1647.05  (feet) ADJUSTED
 LH0233  ______________________________________________________________________
 LH0233  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 LH0233  DYNAMIC HEIGHT  -        501.722 (meters)     1646.07  (feet) COMP
 LH0233  MODELED GRAVITY -    980,013.7   (mgal)                       NAVD 88
 LH0233
 LH0233  VERT ORDER      -  FIRST     CLASS II
 LH0233
 LH0233.The horizontal coordinates were scaled from a map and have
 LH0233.an estimated accuracy of +/- 6 seconds.
 LH0233
 LH0233.The orthometric height was determined by differential leveling and
 LH0233.adjusted by the NATIONAL GEODETIC SURVEY
 LH0233.in June 1991.
 LH0233
 LH0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0233.GEOID18 height accuracy estimate available here.
 LH0233
 LH0233.Click photographs - Photos may exist for this station.
 LH0233
 LH0233.The dynamic height is computed by dividing the NAVD 88
 LH0233.geopotential number by the normal gravity value computed on the
 LH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0233.degrees latitude (g = 980.6199 gals.).
 LH0233
 LH0233.The modeled gravity was interpolated from observed gravity values.
 LH0233
 LH0233;                    North         East    Units  Estimated Accuracy
 LH0233;SPC NE       -    27,860.      640,310.      MT  (+/- 180 meters Scaled)
 LH0233
 LH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK549359(NAD 83)
 LH0233
 LH0233                          SUPERSEDED SURVEY CONTROL
 LH0233
 LH0233  NGVD 29 (??/??/92)  501.817  (m)         1646.38   (f) ADJ UNCH    1 2
 LH0233
 LH0233.Superseded values are not recommended for survey control.
 LH0233
 LH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0233.See file dsdata.pdf to determine how the superseded data were derived.
 LH0233
 LH0233_MARKER: Q = CHISELED SQUARE
 LH0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0233_SP_SET: BRIDGE ABUTMENT
 LH0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0233
 LH0233  HISTORY     - Date     Condition        Report By
 LH0233  HISTORY     - UNK      MONUMENTED       USGS
 LH0233  HISTORY     - 1947     GOOD             CGS
 LH0233
 LH0233                          STATION DESCRIPTION
 LH0233
 LH0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0233'1.3 MI W FROM GUIDE ROCK.
 LH0233'1.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0233'FROM THE STATION AT GUIDE ROCK, 6.3 FEET SOUTH OF AND ABOUT
 LH0233'0.5 FOOT LOWER THAN THE SOUTH RAIL OF THE TRACK, ON TOP OF THE
 LH0233'SOUTH END OF THE WEST ABUTMENT OF BRIDGE NO. 186.21, 1.2 FEET
 LH0233'NORTH OF THE SOUTH END OF THE ABUTMENT, 0.6 FOOT EAST OF THE
 LH0233'WEST SIDE OF THE ABUTMENT, 1.9 FEET WEST OF THE EAST SIDE OF
 LH0233'THE ABUTMENT, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0232 ***********************************************************************
 LH0232  DESIGNATION -  1647.2
 LH0232  PID         -  LH0232
 LH0232  STATE/COUNTY-  NE/WEBSTER
 LH0232  COUNTRY     -  US
 LH0232  USGS QUAD   -  GUIDE ROCK (2017)
 LH0232
 LH0232                         *CURRENT SURVEY CONTROL
 LH0232  ______________________________________________________________________
 LH0232* NAD 83(1986) POSITION- 40 04 16.     (N) 098 20 39.     (W)   SCALED
 LH0232* NAVD 88 ORTHO HEIGHT -   502.234 (meters)     1647.75  (feet) ADJUSTED
 LH0232  ______________________________________________________________________
 LH0232  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 LH0232  DYNAMIC HEIGHT  -        501.935 (meters)     1646.77  (feet) COMP
 LH0232  MODELED GRAVITY -    980,015.5   (mgal)                       NAVD 88
 LH0232
 LH0232  VERT ORDER      -  FIRST     CLASS II
 LH0232
 LH0232.The horizontal coordinates were scaled from a map and have
 LH0232.an estimated accuracy of +/- 6 seconds.
 LH0232
 LH0232.The orthometric height was determined by differential leveling and
 LH0232.adjusted by the NATIONAL GEODETIC SURVEY
 LH0232.in June 1991.
 LH0232
 LH0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0232.GEOID18 height accuracy estimate available here.
 LH0232
 LH0232.Click photographs - Photos may exist for this station.
 LH0232
 LH0232.The dynamic height is computed by dividing the NAVD 88
 LH0232.geopotential number by the normal gravity value computed on the
 LH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0232.degrees latitude (g = 980.6199 gals.).
 LH0232
 LH0232.The modeled gravity was interpolated from observed gravity values.
 LH0232
 LH0232;                    North         East    Units  Estimated Accuracy
 LH0232;SPC NE       -    27,750.      641,240.      MT  (+/- 180 meters Scaled)
 LH0232
 LH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK559358(NAD 83)
 LH0232
 LH0232                          SUPERSEDED SURVEY CONTROL
 LH0232
 LH0232  NGVD 29 (??/??/92)  502.031  (m)         1647.08   (f) ADJ UNCH    1 2
 LH0232
 LH0232.Superseded values are not recommended for survey control.
 LH0232
 LH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0232.See file dsdata.pdf to determine how the superseded data were derived.
 LH0232
 LH0232_MARKER: Q = CHISELED SQUARE
 LH0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0232_SP_SET: UNDERPASS
 LH0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0232+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 LH0232
 LH0232  HISTORY     - Date     Condition        Report By
 LH0232  HISTORY     - UNK      MONUMENTED       USGS
 LH0232  HISTORY     - 1947     GOOD             CGS
 LH0232  HISTORY     - 20100126 GOOD             NEGS
 LH0232
 LH0232                          STATION DESCRIPTION
 LH0232
 LH0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0232'0.7 MI W FROM GUIDE ROCK.
 LH0232'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0232'FROM THE STATION AT GUIDE ROCK, 10.0 FEET SOUTH OF AND ABOUT
 LH0232'2.0 FEET LOWER THAN THE SOUTH RAIL OF THE TRACK, ON TOP OF THE
 LH0232'WEST END OF THE SOUTH HEADWALL OF A CATTLE UNDERPASS, 12.4
 LH0232'FEET WEST OF THE EAST END OF THE HEADWALL, 0.4 FOOT NORTH OF THE
 LH0232'SOUTH SIDE OF THE HEADWALL AND 0.2 FOOT EAST OF THE WEST END
 LH0232'OF THE HEADWALL, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
 LH0232
 LH0232                          STATION RECOVERY (2010)
 LH0232
 LH0232'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LH0232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0236 ***********************************************************************
 LH0236  DESIGNATION -  1648.7
 LH0236  PID         -  LH0236
 LH0236  STATE/COUNTY-  NE/WEBSTER
 LH0236  COUNTRY     -  US
 LH0236  USGS QUAD   -  AMBOY (2017)
 LH0236
 LH0236                         *CURRENT SURVEY CONTROL
 LH0236  ______________________________________________________________________
 LH0236* NAD 83(1986) POSITION- 40 04 14.     (N) 098 22 52.     (W)   SCALED
 LH0236* NAVD 88 ORTHO HEIGHT -   502.677 (meters)     1649.20  (feet) ADJUSTED
 LH0236  ______________________________________________________________________
 LH0236  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 LH0236  DYNAMIC HEIGHT  -        502.375 (meters)     1648.21  (feet) COMP
 LH0236  MODELED GRAVITY -    980,010.3   (mgal)                       NAVD 88
 LH0236
 LH0236  VERT ORDER      -  FIRST     CLASS II
 LH0236
 LH0236.The horizontal coordinates were scaled from a map and have
 LH0236.an estimated accuracy of +/- 6 seconds.
 LH0236
 LH0236.The orthometric height was determined by differential leveling and
 LH0236.adjusted by the NATIONAL GEODETIC SURVEY
 LH0236.in June 1991.
 LH0236
 LH0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0236.GEOID18 height accuracy estimate available here.
 LH0236
 LH0236.Click photographs - Photos may exist for this station.
 LH0236
 LH0236.The dynamic height is computed by dividing the NAVD 88
 LH0236.geopotential number by the normal gravity value computed on the
 LH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0236.degrees latitude (g = 980.6199 gals.).
 LH0236
 LH0236.The modeled gravity was interpolated from observed gravity values.
 LH0236
 LH0236;                    North         East    Units  Estimated Accuracy
 LH0236;SPC NE       -    27,630.      638,090.      MT  (+/- 180 meters Scaled)
 LH0236
 LH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK527357(NAD 83)
 LH0236
 LH0236                          SUPERSEDED SURVEY CONTROL
 LH0236
 LH0236  NGVD 29 (??/??/92)  502.470  (m)         1648.52   (f) ADJ UNCH    1 2
 LH0236
 LH0236.Superseded values are not recommended for survey control.
 LH0236
 LH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0236.See file dsdata.pdf to determine how the superseded data were derived.
 LH0236
 LH0236_MARKER: Q = CHISELED SQUARE
 LH0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0236_SP_SET: BRIDGE ABUTMENT
 LH0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0236
 LH0236  HISTORY     - Date     Condition        Report By
 LH0236  HISTORY     - UNK      MONUMENTED       USGS
 LH0236  HISTORY     - 1947     GOOD             CGS
 LH0236
 LH0236                          STATION DESCRIPTION
 LH0236
 LH0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0236'2.7 MI W FROM GUIDE ROCK.
 LH0236'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0236'FROM THE STATION AT GUIDE ROCK, 6.0 FEET NORTH OF AND ABOUT LEVEL
 LH0236'WITH THE NORTH RAIL OF THE TRACK, ON TOP OF THE NORTHWEST
 LH0236'CORNER OF THE WEST ABUTMENT OF BRIDGE NO. 187.59, 1.6 FEET
 LH0236'WEST OF THE WEST END OF THE NORTH STEEL GUARD WALL, 1.1 FEET
 LH0236'WEST OF THE EAST SIDE OF THE ABUTMENT, 0.5 FOOT SOUTH OF THE
 LH0236'NORTH END OF THE ABUTMENT, 0.4 FOOT EAST OF THE WEST SIDE OF THE
 LH0236'ABUTMENT, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0227 ***********************************************************************
 LH0227  DESIGNATION -  1649.0
 LH0227  PID         -  LH0227
 LH0227  STATE/COUNTY-  NE/WEBSTER
 LH0227  COUNTRY     -  US
 LH0227  USGS QUAD   -  GUIDE ROCK (2017)
 LH0227
 LH0227                         *CURRENT SURVEY CONTROL
 LH0227  ______________________________________________________________________
 LH0227* NAD 83(1986) POSITION- 40 04 12.     (N) 098 19 08.     (W)   SCALED
 LH0227* NAVD 88 ORTHO HEIGHT -   502.793 (meters)     1649.58  (feet) ADJUSTED
 LH0227  ______________________________________________________________________
 LH0227  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 LH0227  DYNAMIC HEIGHT  -        502.495 (meters)     1648.60  (feet) COMP
 LH0227  MODELED GRAVITY -    980,017.1   (mgal)                       NAVD 88
 LH0227
 LH0227  VERT ORDER      -  FIRST     CLASS II
 LH0227
 LH0227.The horizontal coordinates were scaled from a map and have
 LH0227.an estimated accuracy of +/- 6 seconds.
 LH0227
 LH0227.The orthometric height was determined by differential leveling and
 LH0227.adjusted by the NATIONAL GEODETIC SURVEY
 LH0227.in June 1991.
 LH0227
 LH0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0227.GEOID18 height accuracy estimate available here.
 LH0227
 LH0227.Click photographs - Photos may exist for this station.
 LH0227
 LH0227.The dynamic height is computed by dividing the NAVD 88
 LH0227.geopotential number by the normal gravity value computed on the
 LH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0227.degrees latitude (g = 980.6199 gals.).
 LH0227
 LH0227.The modeled gravity was interpolated from observed gravity values.
 LH0227
 LH0227;                    North         East    Units  Estimated Accuracy
 LH0227;SPC NE       -    27,670.      643,400.      MT  (+/- 180 meters Scaled)
 LH0227
 LH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK580357(NAD 83)
 LH0227
 LH0227                          SUPERSEDED SURVEY CONTROL
 LH0227
 LH0227  NGVD 29 (??/??/92)  502.592  (m)         1648.92   (f) ADJ UNCH    1 2
 LH0227
 LH0227.Superseded values are not recommended for survey control.
 LH0227
 LH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0227.See file dsdata.pdf to determine how the superseded data were derived.
 LH0227
 LH0227_MARKER: Q = CHISELED SQUARE
 LH0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0227_SP_SET: BRIDGE ABUTMENT
 LH0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0227+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 LH0227
 LH0227  HISTORY     - Date     Condition        Report By
 LH0227  HISTORY     - UNK      MONUMENTED       USGS
 LH0227  HISTORY     - 1947     GOOD             CGS
 LH0227  HISTORY     - 20100126 GOOD             NEGS
 LH0227
 LH0227                          STATION DESCRIPTION
 LH0227
 LH0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0227'0.6 MI W FROM GUIDE ROCK.
 LH0227'0.6 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0227'FROM THE STATION AT GUIDE ROCK, AT THE WEST END OF BRIDGE NO.
 LH0227'184.27, 5.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 0.6 FOOT
 LH0227'NORTH OF THE NORTH SIDE OF A CONCRETE SIGN WHICH IS MARKED
 LH0227'184.27, THE HIGHEST POINT OF THE SURFACE INSIDE OF AN OUTLINED
 LH0227'2-INCH CHISELED SQUARE CUT IN THE CENTER AND TOP OF THE SOUTH
 LH0227'END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 1.0 FOOT BELOW
 LH0227'THE BASE OF THE RAILS.
 LH0227
 LH0227                          STATION RECOVERY (2010)
 LH0227
 LH0227'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LH0227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0230 ***********************************************************************
 LH0230  DESIGNATION -  1651.4
 LH0230  PID         -  LH0230
 LH0230  STATE/COUNTY-  NE/WEBSTER
 LH0230  COUNTRY     -  US
 LH0230  USGS QUAD   -  GUIDE ROCK (2017)
 LH0230
 LH0230                         *CURRENT SURVEY CONTROL
 LH0230  ______________________________________________________________________
 LH0230* NAD 83(1986) POSITION- 40 04 13.     (N) 098 19 53.     (W)   SCALED
 LH0230* NAVD 88 ORTHO HEIGHT -   503.517 (meters)     1651.96  (feet) ADJUSTED
 LH0230  ______________________________________________________________________
 LH0230  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 LH0230  DYNAMIC HEIGHT  -        503.219 (meters)     1650.98  (feet) COMP
 LH0230  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 LH0230
 LH0230  VERT ORDER      -  FIRST     CLASS II
 LH0230
 LH0230.The horizontal coordinates were scaled from a map and have
 LH0230.an estimated accuracy of +/- 6 seconds.
 LH0230
 LH0230.The orthometric height was determined by differential leveling and
 LH0230.adjusted by the NATIONAL GEODETIC SURVEY
 LH0230.in June 1991.
 LH0230
 LH0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0230.GEOID18 height accuracy estimate available here.
 LH0230
 LH0230.Click photographs - Photos may exist for this station.
 LH0230
 LH0230.The dynamic height is computed by dividing the NAVD 88
 LH0230.geopotential number by the normal gravity value computed on the
 LH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0230.degrees latitude (g = 980.6199 gals.).
 LH0230
 LH0230.The modeled gravity was interpolated from observed gravity values.
 LH0230
 LH0230;                    North         East    Units  Estimated Accuracy
 LH0230;SPC NE       -    27,680.      642,330.      MT  (+/- 180 meters Scaled)
 LH0230
 LH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570357(NAD 83)
 LH0230
 LH0230                          SUPERSEDED SURVEY CONTROL
 LH0230
 LH0230  NGVD 29 (??/??/92)  503.316  (m)         1651.30   (f) ADJ UNCH    1 2
 LH0230
 LH0230.Superseded values are not recommended for survey control.
 LH0230
 LH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0230.See file dsdata.pdf to determine how the superseded data were derived.
 LH0230
 LH0230_MARKER: Q = CHISELED SQUARE
 LH0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0230_SP_SET: CONCRETE BASE
 LH0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0230
 LH0230  HISTORY     - Date     Condition        Report By
 LH0230  HISTORY     - UNK      MONUMENTED       USGS
 LH0230  HISTORY     - 1947     GOOD             CGS
 LH0230  HISTORY     - 20091029 MARK NOT FOUND   NEDR
 LH0230
 LH0230                          STATION DESCRIPTION
 LH0230
 LH0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0230'AT GUIDE ROCK.
 LH0230'AT GUIDE ROCK, 321.8 FEET WEST OF THE SOUTHWEST CORNER OF THE
 LH0230'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 278.0 FEET
 LH0230'WEST OF THE CENTER OF STATE HIGHWAY NO. 78, 8.7 FEET NORTH
 LH0230'OF THE NORTH RAIL OF THE MAIN TRACK, THE HIGHEST POINT OF THE
 LH0230'SURFACE INSIDE OF A 2-INCH CHISELED SQUARE, CUT ON THE TOP OF
 LH0230'AND 4.5 FEET EAST OF THE WEST EDGE AND 4.5 FEET WEST OF THE
 LH0230'EAST EDGE AND 0.6 FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE
 LH0230'BASE OF AN OLD ABANDONED RAILROAD LOCOMOTIVE WATER FILLING
 LH0230'SPOUT, ABOUT 1.0 FOOT ABOVE THE TOP OF THE GROUND.
 LH0230
 LH0230                          STATION RECOVERY (2009)
 LH0230
 LH0230'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0230'DESCRIBED STRUCTURE DOES NOT EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0239 ***********************************************************************
 LH0239  DESIGNATION -  1660.3
 LH0239  PID         -  LH0239
 LH0239  STATE/COUNTY-  NE/WEBSTER
 LH0239  COUNTRY     -  US
 LH0239  USGS QUAD   -  AMBOY (2017)
 LH0239
 LH0239                         *CURRENT SURVEY CONTROL
 LH0239  ______________________________________________________________________
 LH0239* NAD 83(1986) POSITION- 40 04 50.     (N) 098 24 57.     (W)   SCALED
 LH0239* NAVD 88 ORTHO HEIGHT -   506.222 (meters)     1660.83  (feet) ADJUSTED
 LH0239  ______________________________________________________________________
 LH0239  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 LH0239  DYNAMIC HEIGHT  -        505.917 (meters)     1659.83  (feet) COMP
 LH0239  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 LH0239
 LH0239  VERT ORDER      -  FIRST     CLASS II
 LH0239
 LH0239.The horizontal coordinates were scaled from a map and have
 LH0239.an estimated accuracy of +/- 6 seconds.
 LH0239
 LH0239.The orthometric height was determined by differential leveling and
 LH0239.adjusted by the NATIONAL GEODETIC SURVEY
 LH0239.in June 1991.
 LH0239
 LH0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0239.GEOID18 height accuracy estimate available here.
 LH0239
 LH0239.Click photographs - Photos may exist for this station.
 LH0239
 LH0239.The dynamic height is computed by dividing the NAVD 88
 LH0239.geopotential number by the normal gravity value computed on the
 LH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0239.degrees latitude (g = 980.6199 gals.).
 LH0239
 LH0239.The modeled gravity was interpolated from observed gravity values.
 LH0239
 LH0239;                    North         East    Units  Estimated Accuracy
 LH0239;SPC NE       -    28,690.      635,110.      MT  (+/- 180 meters Scaled)
 LH0239
 LH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK498368(NAD 83)
 LH0239
 LH0239                          SUPERSEDED SURVEY CONTROL
 LH0239
 LH0239  NGVD 29 (??/??/92)  506.012  (m)         1660.14   (f) ADJ UNCH    1 2
 LH0239
 LH0239.Superseded values are not recommended for survey control.
 LH0239
 LH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0239.See file dsdata.pdf to determine how the superseded data were derived.
 LH0239
 LH0239_MARKER: Q = CHISELED SQUARE
 LH0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0239_SP_SET: BRIDGE
 LH0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0239
 LH0239  HISTORY     - Date     Condition        Report By
 LH0239  HISTORY     - UNK      MONUMENTED       USGS
 LH0239  HISTORY     - 1947     GOOD             CGS
 LH0239
 LH0239                          STATION DESCRIPTION
 LH0239
 LH0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0239'4.7 MI W FROM GUIDE ROCK.
 LH0239'4.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0239'FROM THE STATION AT GUIDE ROCK, 7.3 FEET NORTH OF AND ABOUT
 LH0239'LEVEL WITH THE NORTH RAIL OF THE TRACK, ON TOP OF THE EAST
 LH0239'END OF THE NORTH HEADWALL OF BRIDGE NO. 189.57, 13.4 FEET
 LH0239'EAST OF THE WEST END OF THE HEADWALL, 1.5 FEET WEST OF THE EAST
 LH0239'END OF THE HEADWALL, 0.5 FOOT NORTH OF THE SOUTH SIDE OF THE
 LH0239'HEADWALL, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0241 ***********************************************************************
 LH0241  DESIGNATION -  1671.5
 LH0241  PID         -  LH0241
 LH0241  STATE/COUNTY-  NE/WEBSTER
 LH0241  COUNTRY     -  US
 LH0241  USGS QUAD   -  AMBOY (2017)
 LH0241
 LH0241                         *CURRENT SURVEY CONTROL
 LH0241  ______________________________________________________________________
 LH0241* NAD 83(1986) POSITION- 40 05 02.     (N) 098 26 05.     (W)   SCALED
 LH0241* NAVD 88 ORTHO HEIGHT -   509.645 (meters)     1672.06  (feet) ADJUSTED
 LH0241  ______________________________________________________________________
 LH0241  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 LH0241  DYNAMIC HEIGHT  -        509.338 (meters)     1671.05  (feet) COMP
 LH0241  MODELED GRAVITY -    980,007.7   (mgal)                       NAVD 88
 LH0241
 LH0241  VERT ORDER      -  FIRST     CLASS II
 LH0241
 LH0241.The horizontal coordinates were scaled from a map and have
 LH0241.an estimated accuracy of +/- 6 seconds.
 LH0241
 LH0241.The orthometric height was determined by differential leveling and
 LH0241.adjusted by the NATIONAL GEODETIC SURVEY
 LH0241.in June 1991.
 LH0241
 LH0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0241.GEOID18 height accuracy estimate available here.
 LH0241
 LH0241.Click photographs - Photos may exist for this station.
 LH0241
 LH0241.The dynamic height is computed by dividing the NAVD 88
 LH0241.geopotential number by the normal gravity value computed on the
 LH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0241.degrees latitude (g = 980.6199 gals.).
 LH0241
 LH0241.The modeled gravity was interpolated from observed gravity values.
 LH0241
 LH0241;                    North         East    Units  Estimated Accuracy
 LH0241;SPC NE       -    29,030.      633,490.      MT  (+/- 180 meters Scaled)
 LH0241
 LH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK481372(NAD 83)
 LH0241
 LH0241                          SUPERSEDED SURVEY CONTROL
 LH0241
 LH0241  NGVD 29 (??/??/92)  509.434  (m)         1671.37   (f) ADJ UNCH    1 2
 LH0241
 LH0241.Superseded values are not recommended for survey control.
 LH0241
 LH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0241.See file dsdata.pdf to determine how the superseded data were derived.
 LH0241
 LH0241_MARKER: Q = CHISELED SQUARE
 LH0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0241_SP_SET: BRIDGE ABUTMENT
 LH0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0241
 LH0241  HISTORY     - Date     Condition        Report By
 LH0241  HISTORY     - UNK      MONUMENTED       USGS
 LH0241  HISTORY     - 1947     GOOD             CGS
 LH0241
 LH0241                          STATION DESCRIPTION
 LH0241
 LH0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0241'5.7 MI W FROM GUIDE ROCK.
 LH0241'5.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0241'FROM THE STATION AT GUIDE ROCK, 5.2 FEET NORTH OF AND ABOUT
 LH0241'1.0 FOOT LOWER THANTHE NORTH RAIL OF THE TRACK, ON TOP OF THE
 LH0241'NORTH END OF THE EAST ABUTMENT OF BRIDGE NO. 190.60 OVER
 LH0241'ELM CREEK, 0.8 FOOT EAST OF THE WEST SIDE OF THE ABUTMENT,
 LH0241'0.7 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT, 0.5 FOOT WEST
 LH0241'OF THE EAST SIDE OF THE ABUTMENT, THE HIGHEST POINT WITHIN A
 LH0241'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3465 ***********************************************************************
 AI3465  DESIGNATION -  17 10
 AI3465  PID         -  AI3465
 AI3465  STATE/COUNTY-  NE/RED WILLOW
 AI3465  COUNTRY     -  US
 AI3465  USGS QUAD   -  MCCOOK WEST (2017)
 AI3465
 AI3465                         *CURRENT SURVEY CONTROL
 AI3465  ______________________________________________________________________
 AI3465* NAD 83(1986) POSITION- 40 13 45.63   (N) 100 39 09.83   (W)   HD_HELD1
 AI3465* NAVD 88 ORTHO HEIGHT -   801.383 (meters)     2629.20  (feet) ADJUSTED
 AI3465  ______________________________________________________________________
 AI3465  GEOID HEIGHT    -        -23.895 (meters)                     GEOID18
 AI3465  DYNAMIC HEIGHT  -        800.850 (meters)     2627.46  (feet) COMP
 AI3465  MODELED GRAVITY -    979,932.9   (mgal)                       NAVD 88
 AI3465
 AI3465  VERT ORDER      -  SECOND    CLASS I
 AI3465
 AI3465.The horizontal coordinates were determined by differentially corrected
 AI3465.hand held GPS observations or other comparable positioning techniques
 AI3465.and have an estimated accuracy of +/- 3 meters.
 AI3465
 AI3465.The orthometric height was determined by differential leveling and
 AI3465.adjusted by the NATIONAL GEODETIC SURVEY
 AI3465.in July 2002.
 AI3465
 AI3465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3465.GEOID18 height accuracy estimate available here.
 AI3465
 AI3465.Click photographs - Photos may exist for this station.
 AI3465
 AI3465.The dynamic height is computed by dividing the NAVD 88
 AI3465.geopotential number by the normal gravity value computed on the
 AI3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3465.degrees latitude (g = 980.6199 gals.).
 AI3465
 AI3465.The modeled gravity was interpolated from observed gravity values.
 AI3465
 AI3465;                    North         East    Units  Estimated Accuracy
 AI3465;SPC NE       -    44,180.0     444,453.6     MT  (+/- 3 meters HH1 GPS) 
 AI3465
 AI3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5939354522(NAD 83)
 AI3465
 AI3465                          SUPERSEDED SURVEY CONTROL
 AI3465
 AI3465.No superseded survey control is available for this station.
 AI3465
 AI3465_MARKER: DB = BENCH MARK DISK
 AI3465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3465_SP_SET: HEADWALL
 AI3465_STAMPING: 17-10
 AI3465_MARK LOGO: BOR
 AI3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3465+STABILITY: SURFACE MOTION
 AI3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3465+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3465
 AI3465  HISTORY     - Date     Condition        Report By
 AI3465  HISTORY     - UNK      MONUMENTED       BOR
 AI3465  HISTORY     - 19991103 GOOD             NGS
 AI3465
 AI3465                          STATION DESCRIPTION
 AI3465
 AI3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3465'3.4 KM (2.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 AI3465'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, THENCE 0.2 KM (0.10 MI)
 AI3465'WESTERLY ALONG A TRACK ROAD PARALLELING A CANAL, IN TOP OF AND 0.1 M
 AI3465'(0.3 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 AI3465'CULVERT UNDER A FIELD ENTRANCE ROAD, 7.3 M (24.0 FT) NORTH OF THE ROAD
 AI3465'CENTER, 3.5 M (11.5 FT) WEST OF THE CENTER OF THE FIELD ENTRANCE, AND
 AI3465'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0246 ***********************************************************************
 LH0246  DESIGNATION -  1709.23
 LH0246  PID         -  LH0246
 LH0246  STATE/COUNTY-  NE/WEBSTER
 LH0246  COUNTRY     -  US
 LH0246  USGS QUAD   -  AMBOY (2017)
 LH0246
 LH0246                         *CURRENT SURVEY CONTROL
 LH0246  ______________________________________________________________________
 LH0246* NAD 83(1986) POSITION- 40 07 05.     (N) 098 26 39.     (W)   SCALED
 LH0246* NAVD 88 ORTHO HEIGHT -   521.161 (meters)     1709.84  (feet) ADJUSTED
 LH0246  ______________________________________________________________________
 LH0246  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 LH0246  DYNAMIC HEIGHT  -        520.846 (meters)     1708.81  (feet) COMP
 LH0246  MODELED GRAVITY -    980,004.2   (mgal)                       NAVD 88
 LH0246
 LH0246  VERT ORDER      -  FIRST     CLASS II
 LH0246
 LH0246.The horizontal coordinates were scaled from a map and have
 LH0246.an estimated accuracy of +/- 6 seconds.
 LH0246
 LH0246.The orthometric height was determined by differential leveling and
 LH0246.adjusted by the NATIONAL GEODETIC SURVEY
 LH0246.in June 1991.
 LH0246
 LH0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0246.GEOID18 height accuracy estimate available here.
 LH0246
 LH0246.Click photographs - Photos may exist for this station.
 LH0246
 LH0246.The dynamic height is computed by dividing the NAVD 88
 LH0246.geopotential number by the normal gravity value computed on the
 LH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0246.degrees latitude (g = 980.6199 gals.).
 LH0246
 LH0246.The modeled gravity was interpolated from observed gravity values.
 LH0246
 LH0246;                    North         East    Units  Estimated Accuracy
 LH0246;SPC NE       -    32,810.      632,620.      MT  (+/- 180 meters Scaled)
 LH0246
 LH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473410(NAD 83)
 LH0246
 LH0246                          SUPERSEDED SURVEY CONTROL
 LH0246
 LH0246  NGVD 29 (??/??/92)  520.947  (m)         1709.14   (f) ADJ UNCH    1 2
 LH0246
 LH0246.Superseded values are not recommended for survey control.
 LH0246
 LH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0246.See file dsdata.pdf to determine how the superseded data were derived.
 LH0246
 LH0246_MARKER: Q = CHISELED SQUARE
 LH0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0246_SP_SET: BRIDGE
 LH0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0246
 LH0246  HISTORY     - Date     Condition        Report By
 LH0246  HISTORY     - UNK      MONUMENTED       USGS
 LH0246  HISTORY     - 1947     GOOD             CGS
 LH0246
 LH0246                          STATION DESCRIPTION
 LH0246
 LH0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0246'3.6 MI S FROM COWLES.
 LH0246'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0246'RAILROAD FROM THE STATION AT COWLES, 327.0 FEET WEST ALONG
 LH0246'AN EAST-WEST SECTION LINE ROAD FROM THE CROSSING AT BENCH
 LH0246'MARK N 252 1947, ON TOP OF THE NORTHEAST END OF THE NORTHEAST
 LH0246'CONCRETE WINGWALL OF A STEEL BRIDGE, 12.0 FEET NORTH OF AND
 LH0246'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST
 LH0246'OF THE NORTHEAST END OF THE WINGWALL, 0.3 FOOT SOUTHEAST OF THE
 LH0246'NORTHWEST SIDE OF THE WINGWALL, 0.2 FOOT NORTHWEST OF THE
 LH0246'SOUTHEAST SIDE OF THE WINGWALL, THE HIGHEST POINT WITHIN A
 LH0246'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0252 ***********************************************************************
 MN0252  DESIGNATION -  188
 MN0252  PID         -  MN0252
 MN0252  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0252  COUNTRY     -  US
 MN0252  USGS QUAD   -  MORRILL (2017)
 MN0252
 MN0252                         *CURRENT SURVEY CONTROL
 MN0252  ______________________________________________________________________
 MN0252* NAD 83(1986) POSITION- 41 58 02.     (N) 103 59 44.     (W)   SCALED
 MN0252* NAVD 88 ORTHO HEIGHT -  1227.26  (+/-2cm)     4026.4   (feet) VERTCON
 MN0252  ______________________________________________________________________
 MN0252  GEOID HEIGHT    -        -18.163 (meters)                     GEOID18
 MN0252  VERT ORDER      -  ? (See Below)
 MN0252
 MN0252.The horizontal coordinates were scaled from a map and have
 MN0252.an estimated accuracy of +/- 6 seconds.
 MN0252
 MN0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0252
 MN0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0252.GEOID18 height accuracy estimate available here.
 MN0252
 MN0252.The vertical order pertains to the NGVD 29 superseded value.
 MN0252
 MN0252.Click photographs - Photos may exist for this station.
 MN0252
 MN0252;                    North         East    Units  Estimated Accuracy
 MN0252;SPC NE       -   244,570.      169,020.      MT  (+/- 180 meters Scaled)
 MN0252
 MN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG832466(NAD 83)
 MN0252
 MN0252                          SUPERSEDED SURVEY CONTROL
 MN0252
 MN0252  NGVD 29 (??/??/92) 1226.548  (m)         4024.10   (f) ADJ UNCH       
 MN0252
 MN0252.Superseded values are not recommended for survey control.
 MN0252
 MN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0252.See file dsdata.pdf to determine how the superseded data were derived.
 MN0252
 MN0252_MARKER: B = BOLT
 MN0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0252_SP_SET: PARAPET
 MN0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0252
 MN0252  HISTORY     - Date     Condition        Report By
 MN0252  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0252  HISTORY     - 1934     GOOD             CGS
 MN0252
 MN0252                          STATION DESCRIPTION
 MN0252
 MN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0252'3.6 MI NW FROM MORRILL.
 MN0252'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0252'RAILROAD FROM THE STATION AT MORRILL, SCOTTS BLUFF COUNTY, AT
 MN0252'MILEAGE 50+14, AT BRIDGE 50.14, AND IN THE TOP OF THE SOUTH END
 MN0252'OF THE WEST PARAPET.  THE TOP OF A SQUARE-HEADED IRON BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0273 ***********************************************************************
 MN0273  DESIGNATION -  188 A
 MN0273  PID         -  MN0273
 MN0273  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0273  COUNTRY     -  US
 MN0273  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0273
 MN0273                         *CURRENT SURVEY CONTROL
 MN0273  ______________________________________________________________________
 MN0273* NAD 83(1986) POSITION- 41 51 37.     (N) 103 39 46.     (W)   SCALED
 MN0273* NAVD 88 ORTHO HEIGHT -  1185.336 (meters)     3888.89  (feet) ADJUSTED
 MN0273  ______________________________________________________________________
 MN0273  GEOID HEIGHT    -        -18.947 (meters)                     GEOID18
 MN0273  DYNAMIC HEIGHT  -       1184.573 (meters)     3886.39  (feet) COMP
 MN0273  MODELED GRAVITY -    979,938.2   (mgal)                       NAVD 88
 MN0273
 MN0273  VERT ORDER      -  SECOND    CLASS 0
 MN0273
 MN0273.The horizontal coordinates were scaled from a map and have
 MN0273.an estimated accuracy of +/- 6 seconds.
 MN0273
 MN0273.The orthometric height was determined by differential leveling and
 MN0273.adjusted by the NATIONAL GEODETIC SURVEY
 MN0273.in June 1991.
 MN0273
 MN0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0273.GEOID18 height accuracy estimate available here.
 MN0273
 MN0273.Click photographs - Photos may exist for this station.
 MN0273
 MN0273.The dynamic height is computed by dividing the NAVD 88
 MN0273.geopotential number by the normal gravity value computed on the
 MN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0273.degrees latitude (g = 980.6199 gals.).
 MN0273
 MN0273.The modeled gravity was interpolated from observed gravity values.
 MN0273
 MN0273;                    North         East    Units  Estimated Accuracy
 MN0273;SPC NE       -   231,480.      196,060.      MT  (+/- 180 meters Scaled)
 MN0273
 MN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG109351(NAD 83)
 MN0273
 MN0273                          SUPERSEDED SURVEY CONTROL
 MN0273
 MN0273  NGVD 29 (??/??/92) 1184.682  (m)         3886.74   (f) ADJ UNCH    2 0
 MN0273
 MN0273.Superseded values are not recommended for survey control.
 MN0273
 MN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0273.See file dsdata.pdf to determine how the superseded data were derived.
 MN0273
 MN0273_MARKER: DD = SURVEY DISK
 MN0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0273_SP_SET: CONCRETE FOUNDATION
 MN0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0273
 MN0273  HISTORY     - Date     Condition        Report By
 MN0273  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0273  HISTORY     - 1934     GOOD             CGS
 MN0273
 MN0273                          STATION DESCRIPTION
 MN0273
 MN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0273'AT SCOTTSBLUFF.
 MN0273'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, AT THE CHICAGO, BURLINGTON
 MN0273'AND QUINCY RAILROAD STATION, AND ON THE TOP OF THE SOUTHEAST
 MN0273'CORNER OF THE CONCRETE FOUNDATION.  A POINT, MARKED BY RED PAINT
 MN0273'SHOWING ELEVATION OF 3876.05.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1585 ***********************************************************************
 MK1585  DESIGNATION -  2
 MK1585  PID         -  MK1585
 MK1585  STATE/COUNTY-  NE/NANCE
 MK1585  COUNTRY     -  US
 MK1585  USGS QUAD   -  GENOA (2017)
 MK1585
 MK1585                         *CURRENT SURVEY CONTROL
 MK1585  ______________________________________________________________________
 MK1585* NAD 83(1986) POSITION- 41 26 27.     (N) 097 44 30.     (W)   SCALED
 MK1585* NAVD 88 ORTHO HEIGHT -   477.583 (meters)     1566.87  (feet) ADJUSTED
 MK1585  ______________________________________________________________________
 MK1585  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 MK1585  DYNAMIC HEIGHT  -        477.361 (meters)     1566.14  (feet) COMP
 MK1585  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 MK1585
 MK1585  VERT ORDER      -  SECOND    CLASS 0
 MK1585
 MK1585.The horizontal coordinates were scaled from a map and have
 MK1585.an estimated accuracy of +/- 6 seconds.
 MK1585
 MK1585.The orthometric height was determined by differential leveling and
 MK1585.adjusted by the NATIONAL GEODETIC SURVEY
 MK1585.in June 1991.
 MK1585
 MK1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1585.GEOID18 height accuracy estimate available here.
 MK1585
 MK1585.Click photographs - Photos may exist for this station.
 MK1585
 MK1585.The dynamic height is computed by dividing the NAVD 88
 MK1585.geopotential number by the normal gravity value computed on the
 MK1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1585.degrees latitude (g = 980.6199 gals.).
 MK1585
 MK1585.The modeled gravity was interpolated from observed gravity values.
 MK1585
 MK1585;                    North         East    Units  Estimated Accuracy
 MK1585;SPC NE       -   180,940.      688,650.      MT  (+/- 180 meters Scaled)
 MK1585
 MK1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL051884(NAD 83)
 MK1585
 MK1585                          SUPERSEDED SURVEY CONTROL
 MK1585
 MK1585  NGVD 29 (??/??/92)  477.375  (m)         1566.19   (f) ADJ UNCH    2 0
 MK1585
 MK1585.Superseded values are not recommended for survey control.
 MK1585
 MK1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1585.See file dsdata.pdf to determine how the superseded data were derived.
 MK1585
 MK1585_MARKER: DD = SURVEY DISK
 MK1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1585_SP_SET: BRIDGE
 MK1585_STAMPING: NO 2 1950
 MK1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1585
 MK1585  HISTORY     - Date     Condition        Report By
 MK1585  HISTORY     - 1950     MONUMENTED       USGS
 MK1585  HISTORY     - 1950     GOOD             CGS
 MK1585
 MK1585                          STATION DESCRIPTION
 MK1585
 MK1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1585'1.1 MI SW FROM GENOA.
 MK1585'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1585'AT GENOA, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 MK1585'THE TOP OF THE SOUTHEAST WINGWALL OF A STEEL BRIDGE OVER BEAVER
 MK1585'CREEK, 1.5 FEET EAST OF THE SOUTH END OF THE EAST GUARD RAIL OF
 MK1585'THE BRIDGE, LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0523 ***********************************************************************
 NO0523  DESIGNATION -  2 F
 NO0523  PID         -  NO0523
 NO0523  STATE/COUNTY-  NE/CHERRY
 NO0523  COUNTRY     -  US
 NO0523  USGS QUAD   -  ELL LAKE (2017)
 NO0523
 NO0523                         *CURRENT SURVEY CONTROL
 NO0523  ______________________________________________________________________
 NO0523* NAD 83(1986) POSITION- 42 44 35.     (N) 100 32 08.     (W)   SCALED
 NO0523* NAVD 88 ORTHO HEIGHT -   853.549 (meters)     2800.35  (feet) ADJUSTED
 NO0523  ______________________________________________________________________
 NO0523  GEOID HEIGHT    -        -21.637 (meters)                     GEOID18
 NO0523  DYNAMIC HEIGHT  -        853.191 (meters)     2799.18  (feet) COMP
 NO0523  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 NO0523
 NO0523  VERT ORDER      -  FIRST     CLASS II
 NO0523
 NO0523.The horizontal coordinates were scaled from a map and have
 NO0523.an estimated accuracy of +/- 6 seconds.
 NO0523
 NO0523.The orthometric height was determined by differential leveling and
 NO0523.adjusted by the NATIONAL GEODETIC SURVEY
 NO0523.in June 1994.
 NO0523
 NO0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0523.GEOID18 height accuracy estimate available here.
 NO0523
 NO0523.Click photographs - Photos may exist for this station.
 NO0523
 NO0523.The dynamic height is computed by dividing the NAVD 88
 NO0523.geopotential number by the normal gravity value computed on the
 NO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0523.degrees latitude (g = 980.6199 gals.).
 NO0523
 NO0523.The modeled gravity was interpolated from observed gravity values.
 NO0523
 NO0523;                    North         East    Units  Estimated Accuracy
 NO0523;SPC NE       -   323,220.      456,150.      MT  (+/- 180 meters Scaled)
 NO0523
 NO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN743334(NAD 83)
 NO0523
 NO0523                          SUPERSEDED SURVEY CONTROL
 NO0523
 NO0523  NGVD 29 (02/14/92)  853.266  (m)         2799.42   (f) ADJUSTED    1 2
 NO0523
 NO0523.Superseded values are not recommended for survey control.
 NO0523
 NO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0523.See file dsdata.pdf to determine how the superseded data were derived.
 NO0523
 NO0523_MARKER: DB = BENCH MARK DISK
 NO0523_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0523_STAMPING: 2 F 1947
 NO0523_MARK LOGO: USGS
 NO0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0523+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0523
 NO0523  HISTORY     - Date     Condition        Report By
 NO0523  HISTORY     - 1947     MONUMENTED       USGS
 NO0523  HISTORY     - 19910803 GOOD             NGS
 NO0523
 NO0523                          STATION DESCRIPTION
 NO0523
 NO0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0523'16.9 KM (10.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0523'OF U.S. HIGHWAY 20 IN VALENTINE, 28.3 M (92.8 FT) SOUTH OF THE
 NO0523'CENTER OF THE LOVEJOY RANCH ENTRANCE ROAD, 14.1 M (46.3 FT) EAST OF
 NO0523'THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) NORTHWEST OF AN UNDERGROUND
 NO0523'CABLE JUNCTION BOX AND FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL
 NO0523'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 NO0523'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI7687 ***********************************************************************
 AI7687  DESIGNATION -  2 F RESET
 AI7687  PID         -  AI7687
 AI7687  STATE/COUNTY-  NE/CHERRY
 AI7687  COUNTRY     -  US
 AI7687  USGS QUAD   -  ELL LAKE (2017)
 AI7687
 AI7687                         *CURRENT SURVEY CONTROL
 AI7687  ______________________________________________________________________
 AI7687* NAD 83(1986) POSITION- 42 44 35.68   (N) 100 32 11.98   (W)   HD_HELD1
 AI7687* NAVD 88 ORTHO HEIGHT -   853.90  (meters)     2801.5   (feet) RESET
 AI7687  ______________________________________________________________________
 AI7687  GEOID HEIGHT    -        -21.635 (meters)                     GEOID18
 AI7687  VERT ORDER      -  THIRD
 AI7687
 AI7687.The horizontal coordinates were determined by differentially corrected
 AI7687.hand held GPS observations or other comparable positioning techniques
 AI7687.and have an estimated accuracy of +/- 3 meters.
 AI7687
 AI7687.The orthometric height was computed from unverified reset data.
 AI7687
 AI7687.No vertical observational check was made to the station.
 AI7687
 AI7687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7687.GEOID18 height accuracy estimate available here.
 AI7687
 AI7687.Click photographs - Photos may exist for this station.
 AI7687
 AI7687;                    North         East    Units  Estimated Accuracy
 AI7687;SPC NE       -   323,236.2     456,063.4     MT  (+/- 3 meters HH1 GPS) 
 AI7687
 AI7687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7422733448(NAD 83)
 AI7687
 AI7687                          SUPERSEDED SURVEY CONTROL
 AI7687
 AI7687.No superseded survey control is available for this station.
 AI7687
 AI7687_MARKER: DB = BENCH MARK DISK
 AI7687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7687_STAMPING: 2 F 1947 RESET 1995
 AI7687_MARK LOGO: USGS
 AI7687_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7687+STABILITY: SURFACE MOTION
 AI7687
 AI7687  HISTORY     - Date     Condition        Report By
 AI7687  HISTORY     - 1995     MONUMENTED       NGS
 AI7687
 AI7687                          STATION DESCRIPTION
 AI7687
 AI7687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7687'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAYS 83 AND 20, ABOUT
 AI7687'5.0 MILES (8.0 KM) SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH ON HIGHWAY
 AI7687'83 FOR 5.15 MILES (8.29 KM) TO A CORRAL AND THE MARK ON THE RIGHT, ON
 AI7687'THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE SE1/4, SEC13, T32N, R28W.
 AI7687'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AI7687'PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.  IT IS 98.0 FEET (29.9 M)
 AI7687'WEST FROM THE CENTERLINE OF THE HIGHWAY, 49.4 FEET (15.1 M) NORTH FROM
 AI7687'THE NORTH GATE POST OF A GATE, 1.7 FEET (0.5 M) SOUTH FROM A WITNESS
 AI7687'POST, 1.2 FEET (0.4 M) EAST FROM THE WEST RIGHT-OF-WAY FENCE.  THIS
 AI7687'MARK SERVES AS THE AZIMUTH MARK FOR STATION DUNCAN 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0665 ***********************************************************************
 LH0665  DESIGNATION -  21 WR
 LH0665  PID         -  LH0665
 LH0665  STATE/COUNTY-  NE/BUFFALO
 LH0665  COUNTRY     -  US
 LH0665  USGS QUAD   -  MILLER NE (2017)
 LH0665
 LH0665                         *CURRENT SURVEY CONTROL
 LH0665  ______________________________________________________________________
 LH0665* NAD 83(1986) POSITION- 40 59 19.     (N) 099 20 54.     (W)   SCALED
 LH0665* NAVD 88 ORTHO HEIGHT -   706.595 (meters)     2318.22  (feet) ADJUSTED
 LH0665  ______________________________________________________________________
 LH0665  GEOID HEIGHT    -        -23.794 (meters)                     GEOID18
 LH0665  DYNAMIC HEIGHT  -        706.204 (meters)     2316.94  (feet) COMP
 LH0665  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 LH0665
 LH0665  VERT ORDER      -  SECOND    CLASS 0
 LH0665
 LH0665.The horizontal coordinates were scaled from a map and have
 LH0665.an estimated accuracy of +/- 6 seconds.
 LH0665
 LH0665.The orthometric height was determined by differential leveling and
 LH0665.adjusted by the NATIONAL GEODETIC SURVEY
 LH0665.in June 1991.
 LH0665
 LH0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0665.GEOID18 height accuracy estimate available here.
 LH0665
 LH0665.Click photographs - Photos may exist for this station.
 LH0665
 LH0665.The dynamic height is computed by dividing the NAVD 88
 LH0665.geopotential number by the normal gravity value computed on the
 LH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0665.degrees latitude (g = 980.6199 gals.).
 LH0665
 LH0665.The modeled gravity was interpolated from observed gravity values.
 LH0665
 LH0665;                    North         East    Units  Estimated Accuracy
 LH0665;SPC NE       -   128,470.      554,820.      MT  (+/- 180 meters Scaled)
 LH0665
 LH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML706375(NAD 83)
 LH0665
 LH0665                          SUPERSEDED SURVEY CONTROL
 LH0665
 LH0665  NGVD 29 (??/??/92)  706.344  (m)         2317.40   (f) ADJ UNCH    2 0
 LH0665
 LH0665.Superseded values are not recommended for survey control.
 LH0665
 LH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0665.See file dsdata.pdf to determine how the superseded data were derived.
 LH0665
 LH0665_MARKER: DB = BENCH MARK DISK
 LH0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0665_STAMPING: 21 WR TT 1949
 LH0665_MARK LOGO: USGS
 LH0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0665+STABILITY: SURFACE MOTION
 LH0665
 LH0665  HISTORY     - Date     Condition        Report By
 LH0665  HISTORY     - 1949     MONUMENTED       USGS
 LH0665  HISTORY     - 1949     GOOD             CGS
 LH0665
 LH0665                          STATION DESCRIPTION
 LH0665
 LH0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0665'6.1 MI N FROM MILLER.
 LH0665'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0665'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0665'THENCE 2.0 MILES EAST ALONG A COUNTY ROAD, AT THE SOUTHWEST
 LH0665'CORNER OF SECTION 23, T. 12 N., R. 18 W., AT THE SOUTHEAST
 LH0665'CORNER OF A SCHOOLYARD, 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LH0665'OF THE SCHOOL BUILDING, 33 FEET NORTH OF THE CENTER LINE OF
 LH0665'THE ROAD, 8 FEET WEST OF THE CENTER LINE OF A GATE, 3.2 FEET
 LH0665'NORTHEAST OF A TELEPHONE POLE, 1.8 FEET EAST OF A REFERENCE
 LH0665'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LH0665'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0201 ***********************************************************************
 ML0201  DESIGNATION -  22 391
 ML0201  PID         -  ML0201
 ML0201  STATE/COUNTY-  NE/HOWARD
 ML0201  COUNTRY     -  US
 ML0201  USGS QUAD   -  WOLBACH SW (2017)
 ML0201
 ML0201                         *CURRENT SURVEY CONTROL
 ML0201  ______________________________________________________________________
 ML0201* NAD 83(1986) POSITION- 41 17 09.     (N) 098 24 55.     (W)   SCALED
 ML0201* NAVD 88 ORTHO HEIGHT -   558.938 (meters)     1833.78  (feet) ADJUSTED
 ML0201  ______________________________________________________________________
 ML0201  GEOID HEIGHT    -        -24.635 (meters)                     GEOID18
 ML0201  DYNAMIC HEIGHT  -        558.659 (meters)     1832.87  (feet) COMP
 ML0201  MODELED GRAVITY -    980,107.2   (mgal)                       NAVD 88
 ML0201
 ML0201  VERT ORDER      -  SECOND    CLASS 0
 ML0201
 ML0201.The horizontal coordinates were scaled from a map and have
 ML0201.an estimated accuracy of +/- 6 seconds.
 ML0201
 ML0201.The orthometric height was determined by differential leveling and
 ML0201.adjusted by the NATIONAL GEODETIC SURVEY
 ML0201.in June 1991.
 ML0201
 ML0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0201.GEOID18 height accuracy estimate available here.
 ML0201
 ML0201.Click photographs - Photos may exist for this station.
 ML0201
 ML0201.The dynamic height is computed by dividing the NAVD 88
 ML0201.geopotential number by the normal gravity value computed on the
 ML0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0201.degrees latitude (g = 980.6199 gals.).
 ML0201
 ML0201.The modeled gravity was interpolated from observed gravity values.
 ML0201
 ML0201;                    North         East    Units  Estimated Accuracy
 ML0201;SPC NE       -   162,480.      632,700.      MT  (+/- 180 meters Scaled)
 ML0201
 ML0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL489706(NAD 83)
 ML0201
 ML0201                          SUPERSEDED SURVEY CONTROL
 ML0201
 ML0201  NGVD 29 (??/??/92)  558.694  (m)         1832.98   (f) ADJ UNCH    2 0
 ML0201
 ML0201.Superseded values are not recommended for survey control.
 ML0201
 ML0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0201.See file dsdata.pdf to determine how the superseded data were derived.
 ML0201
 ML0201_MARKER: DD = SURVEY DISK
 ML0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0201_STAMPING: 22 391
 ML0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0201+STABILITY: SURFACE MOTION
 ML0201
 ML0201  HISTORY     - Date     Condition        Report By
 ML0201  HISTORY     - UNK      MONUMENTED       BOR
 ML0201  HISTORY     - 1950     GOOD             CGS
 ML0201
 ML0201                          STATION DESCRIPTION
 ML0201
 ML0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0201'3.2 MI SW FROM CUSHING.
 ML0201'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0201'AT CUSHING, ON TOP OF A HILL.  38 FEET SOUTH OF THE CENTER LINE
 ML0201'OF THE HIGHWAY, 45 FEET WEST OF THE NORTHWEST CORNER OF A PUMP
 ML0201'HOUSE, 24 FEET WEST OF THE CENTER OF A GATE, 3 FEET SOUTH OF
 ML0201'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 ML0201'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0667 ***********************************************************************
 LH0667  DESIGNATION -  22 WR
 LH0667  PID         -  LH0667
 LH0667  STATE/COUNTY-  NE/BUFFALO
 LH0667  COUNTRY     -  US
 LH0667  USGS QUAD   -  MILLER NE (2017)
 LH0667
 LH0667                         *CURRENT SURVEY CONTROL
 LH0667  ______________________________________________________________________
 LH0667* NAD 83(1986) POSITION- 40 59 18.     (N) 099 18 52.     (W)   SCALED
 LH0667* NAVD 88 ORTHO HEIGHT -   711.273 (meters)     2333.57  (feet) ADJUSTED
 LH0667  ______________________________________________________________________
 LH0667  GEOID HEIGHT    -        -23.831 (meters)                     GEOID18
 LH0667  DYNAMIC HEIGHT  -        710.881 (meters)     2332.28  (feet) COMP
 LH0667  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 LH0667
 LH0667  VERT ORDER      -  SECOND    CLASS 0
 LH0667
 LH0667.The horizontal coordinates were scaled from a map and have
 LH0667.an estimated accuracy of +/- 6 seconds.
 LH0667
 LH0667.The orthometric height was determined by differential leveling and
 LH0667.adjusted by the NATIONAL GEODETIC SURVEY
 LH0667.in June 1991.
 LH0667
 LH0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0667.GEOID18 height accuracy estimate available here.
 LH0667
 LH0667.Click photographs - Photos may exist for this station.
 LH0667
 LH0667.The dynamic height is computed by dividing the NAVD 88
 LH0667.geopotential number by the normal gravity value computed on the
 LH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0667.degrees latitude (g = 980.6199 gals.).
 LH0667
 LH0667.The modeled gravity was interpolated from observed gravity values.
 LH0667
 LH0667;                    North         East    Units  Estimated Accuracy
 LH0667;SPC NE       -   128,460.      557,670.      MT  (+/- 180 meters Scaled)
 LH0667
 LH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML735375(NAD 83)
 LH0667
 LH0667                          SUPERSEDED SURVEY CONTROL
 LH0667
 LH0667  NGVD 29 (??/??/92)  711.023  (m)         2332.75   (f) ADJ UNCH    2 0
 LH0667
 LH0667.Superseded values are not recommended for survey control.
 LH0667
 LH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0667.See file dsdata.pdf to determine how the superseded data were derived.
 LH0667
 LH0667_MARKER: DD = SURVEY DISK
 LH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0667_STAMPING: 22 WR TT 1949
 LH0667_MARK LOGO: USGS
 LH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0667+STABILITY: SURFACE MOTION
 LH0667
 LH0667  HISTORY     - Date     Condition        Report By
 LH0667  HISTORY     - 1949     MONUMENTED       USGS
 LH0667  HISTORY     - 1949     GOOD             CGS
 LH0667
 LH0667                          STATION DESCRIPTION
 LH0667
 LH0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0667'7.9 MI NE FROM MILLER.
 LH0667'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0667'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0667'THENCE 3.8 MILES EAST ALONG A COUNTY ROAD, 0.1 MILE WEST OF
 LH0667'THE NORTHEAST CORNER OF SECTION 25, T. 18 N., R. 18 W., AT A
 LH0667'T-JUNCTION OF ROADS, AT THE SUMMIT OF A HILL, 38 FEET SOUTH OF
 LH0667'THE CENTER LINE OF THE EAST-WEST ROAD, 21 FEET EAST OF THE
 LH0667'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE,
 LH0667'4 FEET EAST OF A CORNER FENCE POST, 1.5 FEET NORTH OF A FENCE,
 LH0667'1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0667'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0568 ***********************************************************************
 ML0568  DESIGNATION -  2259.1
 ML0568  PID         -  ML0568
 ML0568  STATE/COUNTY-  NE/LOUP
 ML0568  COUNTRY     -  US
 ML0568  USGS QUAD   -  TAYLOR (2017)
 ML0568
 ML0568                         *CURRENT SURVEY CONTROL
 ML0568  ______________________________________________________________________
 ML0568* NAD 83(1986) POSITION- 41 46 35.     (N) 099 22 46.     (W)   SCALED
 ML0568* NAVD 88 ORTHO HEIGHT -   688.818 (meters)     2259.90  (feet) ADJUSTED
 ML0568  ______________________________________________________________________
 ML0568  GEOID HEIGHT    -        -23.085 (meters)                     GEOID18
 ML0568  DYNAMIC HEIGHT  -        688.486 (meters)     2258.81  (feet) COMP
 ML0568  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 ML0568
 ML0568  VERT ORDER      -  FIRST     CLASS II
 ML0568
 ML0568.The horizontal coordinates were scaled from a map and have
 ML0568.an estimated accuracy of +/- 6 seconds.
 ML0568
 ML0568.The orthometric height was determined by differential leveling and
 ML0568.adjusted by the NATIONAL GEODETIC SURVEY
 ML0568.in June 1991.
 ML0568
 ML0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0568.GEOID18 height accuracy estimate available here.
 ML0568
 ML0568.Click photographs - Photos may exist for this station.
 ML0568
 ML0568.The dynamic height is computed by dividing the NAVD 88
 ML0568.geopotential number by the normal gravity value computed on the
 ML0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0568.degrees latitude (g = 980.6199 gals.).
 ML0568
 ML0568.The modeled gravity was interpolated from observed gravity values.
 ML0568
 ML0568;                    North         East    Units  Estimated Accuracy
 ML0568;SPC NE       -   215,910.      551,580.      MT  (+/- 180 meters Scaled)
 ML0568
 ML0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM684250(NAD 83)
 ML0568
 ML0568                          SUPERSEDED SURVEY CONTROL
 ML0568
 ML0568  NGVD 29 (??/??/92)  688.563  (m)         2259.06   (f) ADJ UNCH    1 2
 ML0568
 ML0568.Superseded values are not recommended for survey control.
 ML0568
 ML0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0568.See file dsdata.pdf to determine how the superseded data were derived.
 ML0568
 ML0568_MARKER: X = CHISELED CROSS
 ML0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0568_SP_SET: BRIDGE
 ML0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0568
 ML0568  HISTORY     - Date     Condition        Report By
 ML0568  HISTORY     - UNK      MONUMENTED       NEDR
 ML0568  HISTORY     - 1933     GOOD             CGS
 ML0568  HISTORY     - 1935     GOOD             CGS
 ML0568
 ML0568                          STATION DESCRIPTION
 ML0568
 ML0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0568'0.4 MI N FROM TAYLOR.
 ML0568'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 183 FROM TAYLOR, LOUP
 ML0568'COUNTY, AT THE BRIDGE OVER NORTH LOUP RIVER, ON THE TOP OF THE
 ML0568'SOUTHEAST WING WALL, AND 6 INCHES NORTH OF THE SOUTH END.  A
 ML0568'CHISELED CROSS.
 ML0568
 ML0568                          STATION RECOVERY (1935)
 ML0568
 ML0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ML0568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0951 ***********************************************************************
 ML0951  DESIGNATION -  23 HK
 ML0951  PID         -  ML0951
 ML0951  STATE/COUNTY-  NE/BLAINE
 ML0951  COUNTRY     -  US
 ML0951  USGS QUAD   -  ALMERIA SW (2017)
 ML0951
 ML0951                         *CURRENT SURVEY CONTROL
 ML0951  ______________________________________________________________________
 ML0951* NAD 83(1986) POSITION- 41 52 00.     (N) 099 42 24.     (W)   SCALED
 ML0951* NAVD 88 ORTHO HEIGHT -   772.731 (meters)     2535.20  (feet) ADJUSTED
 ML0951  ______________________________________________________________________
 ML0951  GEOID HEIGHT    -        -22.593 (meters)                     GEOID18
 ML0951  DYNAMIC HEIGHT  -        772.356 (meters)     2533.97  (feet) COMP
 ML0951  MODELED GRAVITY -    980,111.3   (mgal)                       NAVD 88
 ML0951
 ML0951  VERT ORDER      -  SECOND    CLASS 0
 ML0951
 ML0951.The horizontal coordinates were scaled from a map and have
 ML0951.an estimated accuracy of +/- 6 seconds.
 ML0951
 ML0951.The orthometric height was determined by differential leveling and
 ML0951.adjusted by the NATIONAL GEODETIC SURVEY
 ML0951.in June 1991.
 ML0951
 ML0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0951.GEOID18 height accuracy estimate available here.
 ML0951
 ML0951.Click photographs - Photos may exist for this station.
 ML0951
 ML0951.The dynamic height is computed by dividing the NAVD 88
 ML0951.geopotential number by the normal gravity value computed on the
 ML0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0951.degrees latitude (g = 980.6199 gals.).
 ML0951
 ML0951.The modeled gravity was interpolated from observed gravity values.
 ML0951
 ML0951;                    North         East    Units  Estimated Accuracy
 ML0951;SPC NE       -   225,790.      524,350.      MT  (+/- 180 meters Scaled)
 ML0951
 ML0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM413352(NAD 83)
 ML0951
 ML0951                          SUPERSEDED SURVEY CONTROL
 ML0951
 ML0951  NGVD 29 (??/??/92)  772.454  (m)         2534.29   (f) ADJ UNCH    2 0
 ML0951
 ML0951.Superseded values are not recommended for survey control.
 ML0951
 ML0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0951.See file dsdata.pdf to determine how the superseded data were derived.
 ML0951
 ML0951_MARKER: DB = BENCH MARK DISK
 ML0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0951_STAMPING: 23 HK 1949
 ML0951_MARK LOGO: USGS
 ML0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0951+STABILITY: SURFACE MOTION
 ML0951
 ML0951  HISTORY     - Date     Condition        Report By
 ML0951  HISTORY     - 1949     MONUMENTED       USGS
 ML0951  HISTORY     - 1950     GOOD             CGS
 ML0951
 ML0951                          STATION DESCRIPTION
 ML0951
 ML0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0951'AT BREWSTER.
 ML0951'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0951'BREWSTER, THENCE 4.6 MILES SOUTH ALONG A WINDING SAND ROAD,
 ML0951'0.2 MILE EAST OF A FARMHOUSE, 290 FEET WEST OF A CATTLE GUARD,
 ML0951'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTH
 ML0951'OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0951'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0460 ***********************************************************************
 LG0460  DESIGNATION -  23 M
 LG0460  PID         -  LG0460
 LG0460  STATE/COUNTY-  NE/FILLMORE
 LG0460  COUNTRY     -  US
 LG0460  USGS QUAD   -  EXETER (2017)
 LG0460
 LG0460                         *CURRENT SURVEY CONTROL
 LG0460  ______________________________________________________________________
 LG0460* NAD 83(1986) POSITION- 40 37 34.     (N) 097 26 40.     (W)   SCALED
 LG0460* NAVD 88 ORTHO HEIGHT -   489.948 (meters)     1607.44  (feet) ADJUSTED
 LG0460  ______________________________________________________________________
 LG0460  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 LG0460  DYNAMIC HEIGHT  -        489.678 (meters)     1606.55  (feet) COMP
 LG0460  MODELED GRAVITY -    980,058.4   (mgal)                       NAVD 88
 LG0460
 LG0460  VERT ORDER      -  FIRST     CLASS II
 LG0460
 LG0460.The horizontal coordinates were scaled from a map and have
 LG0460.an estimated accuracy of +/- 6 seconds.
 LG0460
 LG0460.The orthometric height was determined by differential leveling and
 LG0460.adjusted by the NATIONAL GEODETIC SURVEY
 LG0460.in June 1991.
 LG0460
 LG0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0460.GEOID18 height accuracy estimate available here.
 LG0460
 LG0460.Click photographs - Photos may exist for this station.
 LG0460
 LG0460.The dynamic height is computed by dividing the NAVD 88
 LG0460.geopotential number by the normal gravity value computed on the
 LG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0460.degrees latitude (g = 980.6199 gals.).
 LG0460
 LG0460.The modeled gravity was interpolated from observed gravity values.
 LG0460
 LG0460;                    North         East    Units  Estimated Accuracy
 LG0460;SPC NE       -    91,220.      716,140.      MT  (+/- 180 meters Scaled)
 LG0460
 LG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK315984(NAD 83)
 LG0460
 LG0460                          SUPERSEDED SURVEY CONTROL
 LG0460
 LG0460  NGVD 29 (??/??/92)  489.781  (m)         1606.89   (f) ADJ UNCH    1 2
 LG0460
 LG0460.Superseded values are not recommended for survey control.
 LG0460
 LG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0460.See file dsdata.pdf to determine how the superseded data were derived.
 LG0460
 LG0460_MARKER: DD = SURVEY DISK
 LG0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0460_STAMPING: 1607 23 M 1935
 LG0460_MARK LOGO: USGS
 LG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0460+STABILITY: SURFACE MOTION
 LG0460
 LG0460  HISTORY     - Date     Condition        Report By
 LG0460  HISTORY     - 1935     MONUMENTED       USGS
 LG0460  HISTORY     - 1940     GOOD             CGS
 LG0460  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0460
 LG0460                          STATION DESCRIPTION
 LG0460
 LG0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0460'0.3 MI E FROM EXETER.
 LG0460'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0460'FROM THE STATION AT EXETER, FILLMORE COUNTY, 1.4 MILES SOUTH ALONG
 LG0460'A GRAVEL COUNTY ROAD, AT THE CORNER COMMON TO SECTIONS 28.29, 32,
 LG0460'AND 33, T 8 N, R 1 W, AT THE INTERSECTION OF AN EAST-AND-WEST
 LG0460'ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 LG0460'39 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, AND 5 FEET
 LG0460'NORTH OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LG0460'DISK, STAMPED 1607 23 M 1935 AND SET IN THE TOP OF A CONCRETE
 LG0460'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0460
 LG0460                          STATION RECOVERY (1991)
 LG0460
 LG0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0460'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0669 ***********************************************************************
 LH0669  DESIGNATION -  23 WR
 LH0669  PID         -  LH0669
 LH0669  STATE/COUNTY-  NE/BUFFALO
 LH0669  COUNTRY     -  US
 LH0669  USGS QUAD   -  MILLER NE (2017)
 LH0669
 LH0669                         *CURRENT SURVEY CONTROL
 LH0669  ______________________________________________________________________
 LH0669* NAD 83(1986) POSITION- 40 59 19.66   (N) 099 16 26.54   (W)   HD_HELD1
 LH0669* NAVD 88 ORTHO HEIGHT -   690.184 (meters)     2264.38  (feet) ADJUSTED
 LH0669  ______________________________________________________________________
 LH0669  GEOID HEIGHT    -        -23.874 (meters)                     GEOID18
 LH0669  DYNAMIC HEIGHT  -        689.805 (meters)     2263.14  (feet) COMP
 LH0669  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 LH0669
 LH0669  VERT ORDER      -  SECOND    CLASS 0
 LH0669
 LH0669.The horizontal coordinates were determined by differentially corrected
 LH0669.hand held GPS observations or other comparable positioning techniques
 LH0669.and have an estimated accuracy of +/- 3 meters.
 LH0669
 LH0669.The orthometric height was determined by differential leveling and
 LH0669.adjusted by the NATIONAL GEODETIC SURVEY
 LH0669.in June 1991.
 LH0669
 LH0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0669.GEOID18 height accuracy estimate available here.
 LH0669
 LH0669.Click photographs - Photos may exist for this station.
 LH0669
 LH0669.The dynamic height is computed by dividing the NAVD 88
 LH0669.geopotential number by the normal gravity value computed on the
 LH0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0669.degrees latitude (g = 980.6199 gals.).
 LH0669
 LH0669.The modeled gravity was interpolated from observed gravity values.
 LH0669
 LH0669;                    North         East    Units  Estimated Accuracy
 LH0669;SPC NE       -   128,543.3     561,070.1     MT  (+/- 3 meters HH1 GPS) 
 LH0669
 LH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7694837549(NAD 83)
 LH0669
 LH0669                          SUPERSEDED SURVEY CONTROL
 LH0669
 LH0669  NGVD 29 (??/??/92)  689.935  (m)         2263.56   (f) ADJ UNCH    2 0
 LH0669
 LH0669.Superseded values are not recommended for survey control.
 LH0669
 LH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0669.See file dsdata.pdf to determine how the superseded data were derived.
 LH0669
 LH0669_MARKER: DB = BENCH MARK DISK
 LH0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0669_STAMPING: 23 WR 1949
 LH0669_MARK LOGO: USGS
 LH0669_PROJECTION: PROJECTING 9 CENTIMETERS
 LH0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0669+STABILITY: SURFACE MOTION
 LH0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0669+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 LH0669
 LH0669  HISTORY     - Date     Condition        Report By
 LH0669  HISTORY     - 1949     MONUMENTED       USGS
 LH0669  HISTORY     - 1949     GOOD             CGS
 LH0669  HISTORY     - 20210608 GOOD             NEGS
 LH0669
 LH0669                          STATION DESCRIPTION
 LH0669
 LH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0669'10 MI NE FROM MILLER.
 LH0669'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0669'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0669'THENCE 5.9 MILES EAST ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0669'CORNER OF SECTION 20, T. 12 N. R. 17 W., ON THE OUTSIDE OF A
 LH0669'CURVE WITH TANGENTS LEADING WEST AND SOUTH, 140 FEET NORTHEAST
 LH0669'OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER
 LH0669'LINE OF A FIELD ROAD LEADING EAST, 2.3 FEET SOUTHWEST OF A 3-WAY
 LH0669'CORNER FENCE POST, 2.3 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF
 LH0669'A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 LH0669'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0669'NOTE-- THIS MARK IS LOCATED 0.9 MILE NORTH OF BENCH MARK K 293.
 LH0669
 LH0669                          STATION RECOVERY (2021)
 LH0669
 LH0669'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0669'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND AMHERST ROAD ON
 LH0669'THE WEST SIDE OF AMHERST, NE., GO NORTH ON AMHERST ROAD FOR
 LH0669'APPROXIMATELY 10.25 MI (16.49 KM) TO A CURVE TURNING WEST (325TH
 LH0669'ROAD).  GO NORTH APPROXIMATELY 170 FT (51.8 M) ONTO A FIELD DRIVE AT
 LH0669'THE CURVE AND THE MARK ON THE RIGHT (EAST), NORTH OF A GATE.  THE MARK
 LH0669'IS 43 FT (13.1 M) NORTH OF THE CENTERLINE OF THE FIELD DRIVE GOING
 LH0669'NORTHWEST, 2.5 FT (0.8 M) SOUTHWEST OF A 3 WAY FENCE POST, 2.5 FT (0.8
 LH0669'M) WEST FROM A FENCE AND 2.3 FT (0.7 M) SOUTHWEST FROM AN ORANGE
 LH0669'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0254 ***********************************************************************
 NO0254  DESIGNATION -  232 B
 NO0254  PID         -  NO0254
 NO0254  STATE/COUNTY-  NE/HOOKER
 NO0254  COUNTRY     -  US
 NO0254  USGS QUAD   -  HIRE SE (2017)
 NO0254
 NO0254                         *CURRENT SURVEY CONTROL
 NO0254  ______________________________________________________________________
 NO0254* NAD 83(1986) POSITION- 42 02 22.69   (N) 101 22 17.44   (W)   HD_HELD1
 NO0254* NAVD 88 ORTHO HEIGHT -  1054.945 (meters)     3461.10  (feet) ADJUSTED
 NO0254  ______________________________________________________________________
 NO0254  GEOID HEIGHT    -        -20.032 (meters)                     GEOID18
 NO0254  DYNAMIC HEIGHT  -       1054.368 (meters)     3459.21  (feet) COMP
 NO0254  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 NO0254
 NO0254  VERT ORDER      -  SECOND    CLASS 0
 NO0254
 NO0254.The horizontal coordinates were determined by differentially corrected
 NO0254.hand held GPS observations or other comparable positioning techniques
 NO0254.and have an estimated accuracy of +/- 3 meters.
 NO0254
 NO0254.The orthometric height was determined by differential leveling and
 NO0254.adjusted by the NATIONAL GEODETIC SURVEY
 NO0254.in June 1991.
 NO0254
 NO0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0254.GEOID18 height accuracy estimate available here.
 NO0254
 NO0254.Click photographs - Photos may exist for this station.
 NO0254
 NO0254.The dynamic height is computed by dividing the NAVD 88
 NO0254.geopotential number by the normal gravity value computed on the
 NO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0254.degrees latitude (g = 980.6199 gals.).
 NO0254
 NO0254.The modeled gravity was interpolated from observed gravity values.
 NO0254
 NO0254;                    North         East    Units  Estimated Accuracy
 NO0254;SPC NE       -   245,859.6     386,478.4     MT  (+/- 3 meters HH1 GPS) 
 NO0254
 NO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM0371356898(NAD 83)
 NO0254
 NO0254                          SUPERSEDED SURVEY CONTROL
 NO0254
 NO0254  NGVD 29 (??/??/92) 1054.534  (m)         3459.75   (f) ADJ UNCH    2 0
 NO0254
 NO0254.Superseded values are not recommended for survey control.
 NO0254
 NO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0254.See file dsdata.pdf to determine how the superseded data were derived.
 NO0254
 NO0254_MARKER: P = PIPE CAP
 NO0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0254_STAMPING: CB+Q BM 1229.00
 NO0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0254
 NO0254  HISTORY     - Date     Condition        Report By
 NO0254  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0254  HISTORY     - 1934     GOOD             CGS
 NO0254
 NO0254                          STATION DESCRIPTION
 NO0254
 NO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0254'7.9 MI E FROM WHITMAN.
 NO0254'IN HOOKER COUNTY, 7.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0254'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0254'AT MILEPOST 286, AND AT THE NORTH RIGHT-OF-WAY FENCE CORNER.
 NO0254'A CHICAGO, BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED
 NO0254'CB AND Q BM 1229.00 AND RIVETED ON THE TOP OF A 2-INCH IRON
 NO0254'PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0250 ***********************************************************************
 NO0250  DESIGNATION -  233 B
 NO0250  PID         -  NO0250
 NO0250  STATE/COUNTY-  NE/GRANT
 NO0250  COUNTRY     -  US
 NO0250  USGS QUAD   -  HIRE SW (2017)
 NO0250
 NO0250                         *CURRENT SURVEY CONTROL
 NO0250  ______________________________________________________________________
 NO0250* NAD 83(1986) POSITION- 42 02 26.83   (N) 101 29 07.64   (W)   HD_HELD1
 NO0250* NAVD 88 ORTHO HEIGHT -  1084.430 (meters)     3557.83  (feet) ADJUSTED
 NO0250  ______________________________________________________________________
 NO0250  GEOID HEIGHT    -        -19.791 (meters)                     GEOID18
 NO0250  DYNAMIC HEIGHT  -       1083.837 (meters)     3555.89  (feet) COMP
 NO0250  MODELED GRAVITY -    980,037.1   (mgal)                       NAVD 88
 NO0250
 NO0250  VERT ORDER      -  SECOND    CLASS 0
 NO0250
 NO0250.The horizontal coordinates were determined by differentially corrected
 NO0250.hand held GPS observations or other comparable positioning techniques
 NO0250.and have an estimated accuracy of +/- 3 meters.
 NO0250
 NO0250.The orthometric height was determined by differential leveling and
 NO0250.adjusted by the NATIONAL GEODETIC SURVEY
 NO0250.in June 1991.
 NO0250
 NO0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0250.GEOID18 height accuracy estimate available here.
 NO0250
 NO0250.Click photographs - Photos may exist for this station.
 NO0250
 NO0250.The dynamic height is computed by dividing the NAVD 88
 NO0250.geopotential number by the normal gravity value computed on the
 NO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0250.degrees latitude (g = 980.6199 gals.).
 NO0250
 NO0250.The modeled gravity was interpolated from observed gravity values.
 NO0250
 NO0250;                    North         East    Units  Estimated Accuracy
 NO0250;SPC NE       -   246,143.1     377,050.2     MT  (+/- 3 meters HH1 GPS) 
 NO0250
 NO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9428557293(NAD 83)
 NO0250
 NO0250                          SUPERSEDED SURVEY CONTROL
 NO0250
 NO0250  NGVD 29 (??/??/92) 1084.005  (m)         3556.44   (f) ADJ UNCH    2 0
 NO0250
 NO0250.Superseded values are not recommended for survey control.
 NO0250
 NO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0250.See file dsdata.pdf to determine how the superseded data were derived.
 NO0250
 NO0250_MARKER: P = PIPE CAP
 NO0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0250_STAMPING: CB+Q BM 1325.50
 NO0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0250
 NO0250  HISTORY     - Date     Condition        Report By
 NO0250  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0250  HISTORY     - 1934     GOOD             CGS
 NO0250
 NO0250                          STATION DESCRIPTION
 NO0250
 NO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0250'1 MI E FROM WHITMAN.
 NO0250'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0250'FROM THE STATION AT WHITMAN, GRANT COUNTY, 3 FEET NORTH OF
 NO0250'MILEPOST 292, AND 14 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 NO0250'A CHICAGO, BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED
 NO0250'CB+Q BM 1325.50 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0299 ***********************************************************************
 NO0299  DESIGNATION -  234 A
 NO0299  PID         -  NO0299
 NO0299  STATE/COUNTY-  NE/GRANT
 NO0299  COUNTRY     -  US
 NO0299  USGS QUAD   -  WHITMAN (2017)
 NO0299
 NO0299                         *CURRENT SURVEY CONTROL
 NO0299  ______________________________________________________________________
 NO0299* NAD 83(1986) POSITION- 42 02 27.95   (N) 101 30 17.58   (W)   HD_HELD1
 NO0299* NAVD 88 ORTHO HEIGHT -  1091.252 (meters)     3580.22  (feet) ADJUSTED
 NO0299  ______________________________________________________________________
 NO0299  GEOID HEIGHT    -        -19.740 (meters)                     GEOID18
 NO0299  DYNAMIC HEIGHT  -       1090.653 (meters)     3578.25  (feet) COMP
 NO0299  MODELED GRAVITY -    980,035.1   (mgal)                       NAVD 88
 NO0299
 NO0299  VERT ORDER      -  SECOND    CLASS 0
 NO0299
 NO0299.The horizontal coordinates were determined by differentially corrected
 NO0299.hand held GPS observations or other comparable positioning techniques
 NO0299.and have an estimated accuracy of +/- 3 meters.
 NO0299
 NO0299.The orthometric height was determined by differential leveling and
 NO0299.adjusted by the NATIONAL GEODETIC SURVEY
 NO0299.in June 1991.
 NO0299
 NO0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0299.GEOID18 height accuracy estimate available here.
 NO0299
 NO0299.Click photographs - Photos may exist for this station.
 NO0299
 NO0299.The dynamic height is computed by dividing the NAVD 88
 NO0299.geopotential number by the normal gravity value computed on the
 NO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0299.degrees latitude (g = 980.6199 gals.).
 NO0299
 NO0299.The modeled gravity was interpolated from observed gravity values.
 NO0299
 NO0299;                    North         East    Units  Estimated Accuracy
 NO0299;SPC NE       -   246,205.5     375,442.9     MT  (+/- 3 meters HH1 GPS) 
 NO0299
 NO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9267857375(NAD 83)
 NO0299
 NO0299                          SUPERSEDED SURVEY CONTROL
 NO0299
 NO0299  NGVD 29 (??/??/92) 1090.822  (m)         3578.81   (f) ADJ UNCH    2 0
 NO0299
 NO0299.Superseded values are not recommended for survey control.
 NO0299
 NO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0299.See file dsdata.pdf to determine how the superseded data were derived.
 NO0299
 NO0299_MARKER: P = PIPE CAP
 NO0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0299_STAMPING: CB+Q BM 1348.00
 NO0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0299
 NO0299  HISTORY     - Date     Condition        Report By
 NO0299  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0299  HISTORY     - 1934     GOOD             CGS
 NO0299
 NO0299                          STATION DESCRIPTION
 NO0299
 NO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0299'0.9 MI E FROM WHITMAN.
 NO0299'0.9 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0299'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 293, AND
 NO0299'98 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A CHICAGO,
 NO0299'BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED CB AND Q
 NO0299'BM 1348.00 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE
 NO0299'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0296 ***********************************************************************
 NO0296  DESIGNATION -  235 B
 NO0296  PID         -  NO0296
 NO0296  STATE/COUNTY-  NE/GRANT
 NO0296  COUNTRY     -  US
 NO0296  USGS QUAD   -  WHITMAN (2017)
 NO0296
 NO0296                         *CURRENT SURVEY CONTROL
 NO0296  ______________________________________________________________________
 NO0296* NAD 83(1986) POSITION- 42 01 58.     (N) 101 33 40.     (W)   SCALED
 NO0296* NAVD 88 ORTHO HEIGHT -  1096.123 (meters)     3596.20  (feet) ADJUSTED
 NO0296  ______________________________________________________________________
 NO0296  GEOID HEIGHT    -        -19.601 (meters)                     GEOID18
 NO0296  DYNAMIC HEIGHT  -       1095.522 (meters)     3594.23  (feet) COMP
 NO0296  MODELED GRAVITY -    980,035.8   (mgal)                       NAVD 88
 NO0296
 NO0296  VERT ORDER      -  SECOND    CLASS 0
 NO0296
 NO0296.The horizontal coordinates were scaled from a map and have
 NO0296.an estimated accuracy of +/- 6 seconds.
 NO0296
 NO0296.The orthometric height was determined by differential leveling and
 NO0296.adjusted by the NATIONAL GEODETIC SURVEY
 NO0296.in June 1991.
 NO0296
 NO0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0296.GEOID18 height accuracy estimate available here.
 NO0296
 NO0296.Click photographs - Photos may exist for this station.
 NO0296
 NO0296.The dynamic height is computed by dividing the NAVD 88
 NO0296.geopotential number by the normal gravity value computed on the
 NO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0296.degrees latitude (g = 980.6199 gals.).
 NO0296
 NO0296.The modeled gravity was interpolated from observed gravity values.
 NO0296
 NO0296;                    North         East    Units  Estimated Accuracy
 NO0296;SPC NE       -   245,360.      370,770.      MT  (+/- 180 meters Scaled)
 NO0296
 NO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM879565(NAD 83)
 NO0296
 NO0296                          SUPERSEDED SURVEY CONTROL
 NO0296
 NO0296  NGVD 29 (??/??/92) 1095.686  (m)         3594.76   (f) ADJ UNCH    2 0
 NO0296
 NO0296.Superseded values are not recommended for survey control.
 NO0296
 NO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0296.See file dsdata.pdf to determine how the superseded data were derived.
 NO0296
 NO0296_MARKER: P = PIPE CAP
 NO0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0296_STAMPING: CB+Q BM 1364
 NO0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0296
 NO0296  HISTORY     - Date     Condition        Report By
 NO0296  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0296  HISTORY     - 1934     GOOD             CGS
 NO0296  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0296
 NO0296                          STATION DESCRIPTION
 NO0296
 NO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0296'2 MI W FROM WHITMAN.
 NO0296'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0296'FROM THE STATION AT WHITMAN, GRANT COUNTY, 0.1 MILE EAST OF
 NO0296'MILEPOST 296, AND ABOUT  FEET UNDER GROUND.  A CHICAGO, BURLINGTON
 NO0296'AND QUINCY RAILROAD STANDARD CAP, STAMPED CB+Q BM 1364 AND
 NO0296'RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
 NO0296
 NO0296                          STATION RECOVERY (1985)
 NO0296
 NO0296'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0295 ***********************************************************************
 NO0295  DESIGNATION -  236 A
 NO0295  PID         -  NO0295
 NO0295  STATE/COUNTY-  NE/GRANT
 NO0295  COUNTRY     -  US
 NO0295  USGS QUAD   -  WHITMAN (2017)
 NO0295
 NO0295                         *CURRENT SURVEY CONTROL
 NO0295  ______________________________________________________________________
 NO0295* NAD 83(1986) POSITION- 42 01 53.     (N) 101 34 47.     (W)   SCALED
 NO0295* NAVD 88 ORTHO HEIGHT -  1100.050 (meters)     3609.08  (feet) ADJUSTED
 NO0295  ______________________________________________________________________
 NO0295  GEOID HEIGHT    -        -19.557 (meters)                     GEOID18
 NO0295  DYNAMIC HEIGHT  -       1099.447 (meters)     3607.10  (feet) COMP
 NO0295  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 NO0295
 NO0295  VERT ORDER      -  SECOND    CLASS 0
 NO0295
 NO0295.The horizontal coordinates were scaled from a map and have
 NO0295.an estimated accuracy of +/- 6 seconds.
 NO0295
 NO0295.The orthometric height was determined by differential leveling and
 NO0295.adjusted by the NATIONAL GEODETIC SURVEY
 NO0295.in June 1991.
 NO0295
 NO0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0295.GEOID18 height accuracy estimate available here.
 NO0295
 NO0295.Click photographs - Photos may exist for this station.
 NO0295
 NO0295.The dynamic height is computed by dividing the NAVD 88
 NO0295.geopotential number by the normal gravity value computed on the
 NO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0295.degrees latitude (g = 980.6199 gals.).
 NO0295
 NO0295.The modeled gravity was interpolated from observed gravity values.
 NO0295
 NO0295;                    North         East    Units  Estimated Accuracy
 NO0295;SPC NE       -   245,240.      369,230.      MT  (+/- 180 meters Scaled)
 NO0295
 NO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM864564(NAD 83)
 NO0295
 NO0295                          SUPERSEDED SURVEY CONTROL
 NO0295
 NO0295  NGVD 29 (??/??/92) 1099.612  (m)         3607.64   (f) ADJ UNCH    2 0
 NO0295
 NO0295.Superseded values are not recommended for survey control.
 NO0295
 NO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0295.See file dsdata.pdf to determine how the superseded data were derived.
 NO0295
 NO0295_MARKER: P = PIPE CAP
 NO0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0295_STAMPING: CB+Q BM 1377.00
 NO0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0295
 NO0295  HISTORY     - Date     Condition        Report By
 NO0295  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0295  HISTORY     - 1934     GOOD             CGS
 NO0295
 NO0295                          STATION DESCRIPTION
 NO0295
 NO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0295'3.1 MI W FROM WHITMAN.
 NO0295'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0295'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 297, AND
 NO0295'99 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A CHICAGO,
 NO0295'BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED CB AND Q
 NO0295'BM 1377.00 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE
 NO0295'PROJECTING ABOUT 9 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0293 ***********************************************************************
 NO0293  DESIGNATION -  236 B
 NO0293  PID         -  NO0293
 NO0293  STATE/COUNTY-  NE/GRANT
 NO0293  COUNTRY     -  US
 NO0293  USGS QUAD   -  WHITMAN (2017)
 NO0293
 NO0293                         *CURRENT SURVEY CONTROL
 NO0293  ______________________________________________________________________
 NO0293* NAD 83(1986) POSITION- 42 01 30.     (N) 101 36 56.     (W)   SCALED
 NO0293* NAVD 88 ORTHO HEIGHT -  1109.514 (meters)     3640.13  (feet) ADJUSTED
 NO0293  ______________________________________________________________________
 NO0293  GEOID HEIGHT    -        -19.485 (meters)                     GEOID18
 NO0293  DYNAMIC HEIGHT  -       1108.910 (meters)     3638.15  (feet) COMP
 NO0293  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 NO0293
 NO0293  VERT ORDER      -  SECOND    CLASS 0
 NO0293
 NO0293.The horizontal coordinates were scaled from a map and have
 NO0293.an estimated accuracy of +/- 6 seconds.
 NO0293
 NO0293.The orthometric height was determined by differential leveling and
 NO0293.adjusted by the NATIONAL GEODETIC SURVEY
 NO0293.in June 1991.
 NO0293
 NO0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0293.GEOID18 height accuracy estimate available here.
 NO0293
 NO0293.Click photographs - Photos may exist for this station.
 NO0293
 NO0293.The dynamic height is computed by dividing the NAVD 88
 NO0293.geopotential number by the normal gravity value computed on the
 NO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0293.degrees latitude (g = 980.6199 gals.).
 NO0293
 NO0293.The modeled gravity was interpolated from observed gravity values.
 NO0293
 NO0293;                    North         East    Units  Estimated Accuracy
 NO0293;SPC NE       -   244,580.      366,250.      MT  (+/- 180 meters Scaled)
 NO0293
 NO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM834558(NAD 83)
 NO0293
 NO0293                          SUPERSEDED SURVEY CONTROL
 NO0293
 NO0293  NGVD 29 (??/??/92) 1109.078  (m)         3638.70   (f) ADJ UNCH    2 0
 NO0293
 NO0293.Superseded values are not recommended for survey control.
 NO0293
 NO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0293.See file dsdata.pdf to determine how the superseded data were derived.
 NO0293
 NO0293_MARKER: P = PIPE CAP
 NO0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0293_STAMPING: CB+Q BM 1407.92
 NO0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0293
 NO0293  HISTORY     - Date     Condition        Report By
 NO0293  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0293  HISTORY     - 1934     GOOD             CGS
 NO0293
 NO0293                          STATION DESCRIPTION
 NO0293
 NO0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0293'5 MI W FROM WHITMAN.
 NO0293'5.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0293'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 299, AND
 NO0293'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A CHICAGO, BURLINGTON
 NO0293'AND QUINCY RAILROAD STANDARD CAP, STAMPED CB+Q BM 1407.92 AND
 NO0293'RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0291 ***********************************************************************
 NO0291  DESIGNATION -  237
 NO0291  PID         -  NO0291
 NO0291  STATE/COUNTY-  NE/GRANT
 NO0291  COUNTRY     -  US
 NO0291  USGS QUAD   -  FRYE LAKE (2017)
 NO0291
 NO0291                         *CURRENT SURVEY CONTROL
 NO0291  ______________________________________________________________________
 NO0291* NAD 83(1986) POSITION- 42 00 46.     (N) 101 39 14.     (W)   SCALED
 NO0291* NAVD 88 ORTHO HEIGHT -  1114.184 (meters)     3655.45  (feet) ADJUSTED
 NO0291  ______________________________________________________________________
 NO0291  GEOID HEIGHT    -        -19.433 (meters)                     GEOID18
 NO0291  DYNAMIC HEIGHT  -       1113.578 (meters)     3653.46  (feet) COMP
 NO0291  MODELED GRAVITY -    980,039.6   (mgal)                       NAVD 88
 NO0291
 NO0291  VERT ORDER      -  SECOND    CLASS 0
 NO0291
 NO0291.The horizontal coordinates were scaled from a map and have
 NO0291.an estimated accuracy of +/- 6 seconds.
 NO0291
 NO0291.The orthometric height was determined by differential leveling and
 NO0291.adjusted by the NATIONAL GEODETIC SURVEY
 NO0291.in June 1991.
 NO0291
 NO0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0291.GEOID18 height accuracy estimate available here.
 NO0291
 NO0291.Click photographs - Photos may exist for this station.
 NO0291
 NO0291.The dynamic height is computed by dividing the NAVD 88
 NO0291.geopotential number by the normal gravity value computed on the
 NO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0291.degrees latitude (g = 980.6199 gals.).
 NO0291
 NO0291.The modeled gravity was interpolated from observed gravity values.
 NO0291
 NO0291;                    North         East    Units  Estimated Accuracy
 NO0291;SPC NE       -   243,290.      363,050.      MT  (+/- 180 meters Scaled)
 NO0291
 NO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM802546(NAD 83)
 NO0291
 NO0291                          SUPERSEDED SURVEY CONTROL
 NO0291
 NO0291  NGVD 29 (??/??/92) 1113.743  (m)         3654.01   (f) ADJ UNCH    2 0
 NO0291
 NO0291.Superseded values are not recommended for survey control.
 NO0291
 NO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0291.See file dsdata.pdf to determine how the superseded data were derived.
 NO0291
 NO0291_MARKER: P = PIPE CAP
 NO0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0291_STAMPING: CB+Q BM 1423.00
 NO0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0291
 NO0291  HISTORY     - Date     Condition        Report By
 NO0291  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0291  HISTORY     - 1934     GOOD             CGS
 NO0291  HISTORY     - 1981     GOOD             NEDR
 NO0291
 NO0291                          STATION DESCRIPTION
 NO0291
 NO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0291'5.9 MI E FROM HYANNIS.
 NO0291'5.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0291'FROM THE STATION AT HYANNIS, GRANT COUNTY, NORTH OF MILEPOST
 NO0291'301, 99 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1.0 FOOT
 NO0291'SOUTH OF THE FENCE.  A CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0291'STANDARD CAP, STAMPED CB AND Q BM 1423.00 AND RIVETED ON THE
 NO0291'TOP OF AN IRON PIPE.
 NO0291
 NO0291                          STATION RECOVERY (1981)
 NO0291
 NO0291'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 NO0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0292 ***********************************************************************
 NO0292  DESIGNATION -  237 A
 NO0292  PID         -  NO0292
 NO0292  STATE/COUNTY-  NE/GRANT
 NO0292  COUNTRY     -  US
 NO0292  USGS QUAD   -  FRYE LAKE (2017)
 NO0292
 NO0292                         *CURRENT SURVEY CONTROL
 NO0292  ______________________________________________________________________
 NO0292* NAD 83(1986) POSITION- 42 01 07.     (N) 101 38 17.     (W)   SCALED
 NO0292* NAVD 88 ORTHO HEIGHT -  1111.127 (meters)     3645.42  (feet) ADJUSTED
 NO0292  ______________________________________________________________________
 NO0292  GEOID HEIGHT    -        -19.452 (meters)                     GEOID18
 NO0292  DYNAMIC HEIGHT  -       1110.525 (meters)     3643.45  (feet) COMP
 NO0292  MODELED GRAVITY -    980,041.6   (mgal)                       NAVD 88
 NO0292
 NO0292  VERT ORDER      -  SECOND    CLASS 0
 NO0292
 NO0292.The horizontal coordinates were scaled from a map and have
 NO0292.an estimated accuracy of +/- 6 seconds.
 NO0292
 NO0292.The orthometric height was determined by differential leveling and
 NO0292.adjusted by the NATIONAL GEODETIC SURVEY
 NO0292.in June 1991.
 NO0292
 NO0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0292.GEOID18 height accuracy estimate available here.
 NO0292
 NO0292.Click photographs - Photos may exist for this station.
 NO0292
 NO0292.The dynamic height is computed by dividing the NAVD 88
 NO0292.geopotential number by the normal gravity value computed on the
 NO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0292.degrees latitude (g = 980.6199 gals.).
 NO0292
 NO0292.The modeled gravity was interpolated from observed gravity values.
 NO0292
 NO0292;                    North         East    Units  Estimated Accuracy
 NO0292;SPC NE       -   243,910.      364,370.      MT  (+/- 180 meters Scaled)
 NO0292
 NO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM815552(NAD 83)
 NO0292
 NO0292                          SUPERSEDED SURVEY CONTROL
 NO0292
 NO0292  NGVD 29 (??/??/92) 1110.691  (m)         3643.99   (f) ADJ UNCH    2 0
 NO0292
 NO0292.Superseded values are not recommended for survey control.
 NO0292
 NO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0292.See file dsdata.pdf to determine how the superseded data were derived.
 NO0292
 NO0292_MARKER: P = PIPE CAP
 NO0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0292_STAMPING: CB+Q BM 1413.03
 NO0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0292
 NO0292  HISTORY     - Date     Condition        Report By
 NO0292  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0292  HISTORY     - 1934     GOOD             CGS
 NO0292
 NO0292                          STATION DESCRIPTION
 NO0292
 NO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0292'6.1 MI W FROM WHITMAN.
 NO0292'6.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0292'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 300, 15
 NO0292'RAILS WEST OF A TELEPHONE BOOTH, 99 FEET NORTH OF THE CENTERLINE
 NO0292'OF THE TRACK, AND 0.5 FOOT SOUTH OF THE FENCE.  A CHICAGO,
 NO0292'BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED CB AND Q
 NO0292'BM 1413.03 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0015 ***********************************************************************
 MM0015  DESIGNATION -  238 A
 MM0015  PID         -  MM0015
 MM0015  STATE/COUNTY-  NE/BLAINE
 MM0015  COUNTRY     -  US
 MM0015  USGS QUAD   -  DUNNING (2017)
 MM0015
 MM0015                         *CURRENT SURVEY CONTROL
 MM0015  ______________________________________________________________________
 MM0015* NAD 83(1986) POSITION- 41 49 19.     (N) 100 06 03.     (W)   SCALED
 MM0015* NAVD 88 ORTHO HEIGHT -   800.995 (meters)     2627.93  (feet) ADJUSTED
 MM0015  ______________________________________________________________________
 MM0015  GEOID HEIGHT    -        -22.283 (meters)                     GEOID18
 MM0015  DYNAMIC HEIGHT  -        800.580 (meters)     2626.57  (feet) COMP
 MM0015  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 MM0015
 MM0015  VERT ORDER      -  SECOND    CLASS 0
 MM0015
 MM0015.The horizontal coordinates were scaled from a map and have
 MM0015.an estimated accuracy of +/- 6 seconds.
 MM0015
 MM0015.The orthometric height was determined by differential leveling and
 MM0015.adjusted by the NATIONAL GEODETIC SURVEY
 MM0015.in June 1991.
 MM0015
 MM0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0015.GEOID18 height accuracy estimate available here.
 MM0015
 MM0015.Click photographs - Photos may exist for this station.
 MM0015
 MM0015.The dynamic height is computed by dividing the NAVD 88
 MM0015.geopotential number by the normal gravity value computed on the
 MM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0015.degrees latitude (g = 980.6199 gals.).
 MM0015
 MM0015.The modeled gravity was interpolated from observed gravity values.
 MM0015
 MM0015;                    North         East    Units  Estimated Accuracy
 MM0015;SPC NE       -   220,790.      491,630.      MT  (+/- 180 meters Scaled)
 MM0015
 MM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM085305(NAD 83)
 MM0015
 MM0015                          SUPERSEDED SURVEY CONTROL
 MM0015
 MM0015  NGVD 29 (??/??/92)  800.700  (m)         2626.96   (f) ADJ UNCH    2 0
 MM0015
 MM0015.Superseded values are not recommended for survey control.
 MM0015
 MM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0015.See file dsdata.pdf to determine how the superseded data were derived.
 MM0015
 MM0015_MARKER: DD = SURVEY DISK
 MM0015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0015_SP_SET: RAILROAD BRIDGE PIER
 MM0015_STAMPING: C.B.Q.B.M.
 MM0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0015+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 MM0015
 MM0015  HISTORY     - Date     Condition        Report By
 MM0015  HISTORY     - UNK      MONUMENTED       CBQRR
 MM0015  HISTORY     - 1950     GOOD             CGS
 MM0015  HISTORY     - 1977     GOOD             BNRR
 MM0015  HISTORY     - 1984     GOOD             NEDR
 MM0015  HISTORY     - 19910417 GOOD             NEDR
 MM0015
 MM0015                          STATION DESCRIPTION
 MM0015
 MM0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0015'0.6 MI SE FROM DUNNING.
 MM0015'0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0015'RAILROAD FROM THE STATION AT DUNNING, SET IN THE TOP OF THE
 MM0015'SOUTHWEST END OF THE FIRST CONCRETE PIER NORTHWEST OF THE
 MM0015'SOUTHEAST END OF RAILROAD BRIDGE 214.88 OVER STATE HIGHWAY 2,
 MM0015'5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET BELOW THE TOP
 MM0015'OF THE RAIL.
 MM0015
 MM0015                          STATION RECOVERY (1977)
 MM0015
 MM0015'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0015'RECOVERED IN GOOD CONDITION.
 MM0015
 MM0015                          STATION RECOVERY (1984)
 MM0015
 MM0015'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1984
 MM0015'APPROX. 12.5' ABOVE GROUND ELEV.
 MM0015
 MM0015                          STATION RECOVERY (1991)
 MM0015
 MM0015'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MM0015'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND STATE
 MM0015'HIGHWAY 2, AT DUNNING, GO SOUTH ON HIGHWAY 2 FOR 0.4 MI (0.6 KM) TO
 MM0015'RAILROAD BRIDGE NUMBER 21488, OVER HIGHWAY 2, AND THE MARK ON THE
 MM0015'SOUTH EDGE OF THE SOUTHEAST BRIDGE PIER.  MARK IS IN SEC 4, T21N,
 MM0015'R24W.  IT IS 79 FT (24.1 M) NORTH FROM THE CENTERLINE OF A COUNTY ROAD
 MM0015'LEADING EAST, 17 FT (5.2 M) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 MM0015'11 FT (3.4 M) NORTH FROM THE CENTERLINE OF THE RAILROAD TRACKS AND IS
 MM0015'12 FT (3.7 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1192 ***********************************************************************
 LG1192  DESIGNATION -  25 A
 LG1192  PID         -  LG1192
 LG1192  STATE/COUNTY-  NE/GAGE
 LG1192  COUNTRY     -  US
 LG1192  USGS QUAD   -  BEATRICE EAST (2017)
 LG1192
 LG1192                         *CURRENT SURVEY CONTROL
 LG1192  ______________________________________________________________________
 LG1192* NAD 83(1995) POSITION- 40 18 22.84161(N) 096 44 53.74349(W)   ADJUSTED
 LG1192* NAVD 88 ORTHO HEIGHT -   392.    (meters)     1286.    (feet) SCALED
 LG1192  ______________________________________________________________________
 LG1192  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 LG1192  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 LG1192  HORZ ORDER      -  THIRD
 LG1192
 LG1192.The horizontal coordinates were established by classical geodetic methods
 LG1192.and adjusted by the National Geodetic Survey in August 1997.
 LG1192
 LG1192.The orthometric height was scaled from a topographic map.
 LG1192
 LG1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1192.GEOID18 height accuracy estimate available here.
 LG1192
 LG1192.Click photographs - Photos may exist for this station.
 LG1192
 LG1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1192
 LG1192. The following values were computed from the NAD 83(1995) position.
 LG1192
 LG1192;                    North         East     Units Scale Factor Converg.
 LG1192;SPC NE       -    57,716.954   776,334.020   MT  0.99987554   +2 09 17.7
 LG1192;SPC NE       -   189,359.71  2,547,022.53   sFT  0.99987554   +2 09 17.7
 LG1192;UTM  14      - 4,464,192.422   691,354.123   MT  1.00005076   +1 27 25.3
 LG1192
 LG1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1192!SPC NE       -   0.99994275  x   0.99987554  =   0.99981830
 LG1192!UTM  14      -   0.99994275  x   1.00005076  =   0.99999351
 LG1192
 LG1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9135464192(NAD 83)
 LG1192
 LG1192                          SUPERSEDED SURVEY CONTROL
 LG1192
 LG1192  NAD 83(1986)-  40 18 22.85110(N)    096 44 53.73850(W) AD(       ) 3
 LG1192  NGVD 29             396.00   (m)         1299.2    (f) LEVELING    3  
 LG1192
 LG1192.Superseded values are not recommended for survey control.
 LG1192
 LG1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1192.See file dsdata.pdf to determine how the superseded data were derived.
 LG1192
 LG1192_MARKER: DB = BENCH MARK DISK
 LG1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1192_STAMPING: 25A 1987
 LG1192_MARK LOGO: NEDR
 LG1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1192+STABILITY: SURFACE MOTION
 LG1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1192+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LG1192
 LG1192  HISTORY     - Date     Condition        Report By
 LG1192  HISTORY     - 1987     MONUMENTED       NEDR
 LG1192
 LG1192                          STATION DESCRIPTION
 LG1192
 LG1192'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LG1192'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH FROM BEATRICE,
 LG1192'0.08 KM (0.05 MI) WEST FROM U.S. HIGHWAY 77 AND NEAR THE NORTHEAST
 LG1192'CORNER OF THE BEATRICE MUNICIPAL AIRPORT.
 LG1192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 WITH U.S.
 LG1192'HIGHWAY 136 AND STATE HIGHWAY 4, IN BEATRICE, GO NORTH ON U.S. HIGHWAY
 LG1192'77 FOR 4.51 KM (2.80 MI) TO A TRACK ROAD ON THE LEFT, JUST SOUTH OF A
 LG1192'FARM IMPLEMENT DEALERSHIP.  TURN LEFT AND GO WEST ALONG THE TRACK ROAD
 LG1192'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 LG1192'THE STATION IS A STANDARD NEDR BENCH MARK DISK SET INTO THE TOP OF A
 LG1192'23 CM (8-INCH) ROUND CONCRETE MONUMENT THAT IS RECESSED 3 CM (2
 LG1192'INCHES) BELOW THE GROUND SURFACE.  IT IS 0.35 M (1.1 FT) NORTH FROM A
 LG1192'WITNESS POST AND AN EAST/WEST FENCE LINE.
 LG1192'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0132 ***********************************************************************
 LJ0132  DESIGNATION -  2561
 LJ0132  PID         -  LJ0132
 LJ0132  STATE/COUNTY-  NE/FRONTIER
 LJ0132  COUNTRY     -  US
 LJ0132  USGS QUAD   -  CURTIS (2017)
 LJ0132
 LJ0132                         *CURRENT SURVEY CONTROL
 LJ0132  ______________________________________________________________________
 LJ0132* NAD 83(1986) POSITION- 40 37 40.40   (N) 100 30 53.65   (W)   HD_HELD1
 LJ0132* NAVD 88 ORTHO HEIGHT -   780.186 (meters)     2559.66  (feet) ADJUSTED
 LJ0132  ______________________________________________________________________
 LJ0132  GEOID HEIGHT    -        -23.259 (meters)                     GEOID18
 LJ0132  DYNAMIC HEIGHT  -        779.695 (meters)     2558.05  (feet) COMP
 LJ0132  MODELED GRAVITY -    979,968.8   (mgal)                       NAVD 88
 LJ0132
 LJ0132  VERT ORDER      -  SECOND    CLASS 0
 LJ0132
 LJ0132.The horizontal coordinates were determined by differentially corrected
 LJ0132.hand held GPS observations or other comparable positioning techniques
 LJ0132.and have an estimated accuracy of +/- 3 meters.
 LJ0132
 LJ0132.The orthometric height was determined by differential leveling and
 LJ0132.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0132.in June 1991.
 LJ0132
 LJ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0132.GEOID18 height accuracy estimate available here.
 LJ0132
 LJ0132.Click photographs - Photos may exist for this station.
 LJ0132
 LJ0132.The dynamic height is computed by dividing the NAVD 88
 LJ0132.geopotential number by the normal gravity value computed on the
 LJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0132.degrees latitude (g = 980.6199 gals.).
 LJ0132
 LJ0132.The modeled gravity was interpolated from observed gravity values.
 LJ0132
 LJ0132;                    North         East    Units  Estimated Accuracy
 LJ0132;SPC NE       -    88,348.6     456,445.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0132
 LJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7187898553(NAD 83)
 LJ0132
 LJ0132                          SUPERSEDED SURVEY CONTROL
 LJ0132
 LJ0132  NGVD 29 (??/??/92)  779.839  (m)         2558.52   (f) ADJ UNCH    2 0
 LJ0132
 LJ0132.Superseded values are not recommended for survey control.
 LJ0132
 LJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0132.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0132
 LJ0132_MARKER: P = PIPE CAP
 LJ0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0132_STAMPING: 2561 DATUM SIDNEY
 LJ0132_MARK LOGO: USGS
 LJ0132_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0132
 LJ0132  HISTORY     - Date     Condition        Report By
 LJ0132  HISTORY     - 1899     MONUMENTED       USGS
 LJ0132  HISTORY     - 1954     GOOD             USGS
 LJ0132
 LJ0132                          STATION DESCRIPTION
 LJ0132
 LJ0132'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0132'AT CURTIS.
 LJ0132'AT CURTIS, FRONTIER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0132'RAILROAD, 2 FEET WEST OF THE WEST END OF THE STATION, AND 25 FEET
 LJ0132'SOUTH OF THE CENTERLINE F THE MAIN TRACK.  A UNITED STATES
 LJ0132'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2561 DATUM SIDNEY AND
 LJ0132'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0938 ***********************************************************************
 ML0938  DESIGNATION -  2562.6
 ML0938  PID         -  ML0938
 ML0938  STATE/COUNTY-  NE/BLAINE
 ML0938  COUNTRY     -  US
 ML0938  USGS QUAD   -  BREWSTER SW (2017)
 ML0938
 ML0938                         *CURRENT SURVEY CONTROL
 ML0938  ______________________________________________________________________
 ML0938* NAD 83(1986) POSITION- 41 49 02.     (N) 099 58 15.     (W)   SCALED
 ML0938* NAVD 88 ORTHO HEIGHT -   781.893 (meters)     2565.26  (feet) ADJUSTED
 ML0938  ______________________________________________________________________
 ML0938  GEOID HEIGHT    -        -22.358 (meters)                     GEOID18
 ML0938  DYNAMIC HEIGHT  -        781.498 (meters)     2563.96  (feet) COMP
 ML0938  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 ML0938
 ML0938  VERT ORDER      -  SECOND    CLASS 0
 ML0938
 ML0938.The horizontal coordinates were scaled from a map and have
 ML0938.an estimated accuracy of +/- 6 seconds.
 ML0938
 ML0938.The orthometric height was determined by differential leveling and
 ML0938.adjusted by the NATIONAL GEODETIC SURVEY
 ML0938.in June 1991.
 ML0938
 ML0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0938.GEOID18 height accuracy estimate available here.
 ML0938
 ML0938.Click photographs - Photos may exist for this station.
 ML0938
 ML0938.The dynamic height is computed by dividing the NAVD 88
 ML0938.geopotential number by the normal gravity value computed on the
 ML0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0938.degrees latitude (g = 980.6199 gals.).
 ML0938
 ML0938.The modeled gravity was interpolated from observed gravity values.
 ML0938
 ML0938;                    North         East    Units  Estimated Accuracy
 ML0938;SPC NE       -   220,260.      502,420.      MT  (+/- 180 meters Scaled)
 ML0938
 ML0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM193299(NAD 83)
 ML0938
 ML0938                          SUPERSEDED SURVEY CONTROL
 ML0938
 ML0938  NGVD 29 (??/??/92)  781.608  (m)         2564.33   (f) ADJ UNCH    2 0
 ML0938
 ML0938.Superseded values are not recommended for survey control.
 ML0938
 ML0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0938.See file dsdata.pdf to determine how the superseded data were derived.
 ML0938
 ML0938_MARKER: N = NAIL
 ML0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0938_SP_SET: BRIDGE
 ML0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0938
 ML0938  HISTORY     - Date     Condition        Report By
 ML0938  HISTORY     - UNK      MONUMENTED       USGS
 ML0938  HISTORY     - 1950     GOOD             CGS
 ML0938
 ML0938                          STATION DESCRIPTION
 ML0938
 ML0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0938'8 MI E FROM DUNNING.
 ML0938'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0938'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST ALONG
 ML0938'A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE LINE,
 ML0938'THENCE 2.3 MILES EAST ALONG A SAND ROAD, THENCE 0.35 MILE NORTH
 ML0938'ALONG A SAND ROAD, IN THE CENTER OF THE EAST SIDE OF A WOODEN
 ML0938'BRIDGE OVER THE MIDDLE LOUP RIVER, 233.2 FEET SOUTH OF BENCH
 ML0938'MARK C 314, 147 FEET NORTH OF THE SOUTH END OF THE BRIDGE, 131
 ML0938'FEET SOUTH OF THE NORTH END OF THE BRIDGE, 5.9 FEET EAST OF THE
 ML0938'CENTER LINE OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0155 ***********************************************************************
 MN0155  DESIGNATION -  26.35
 MN0155  PID         -  MN0155
 MN0155  STATE/COUNTY-  NE/MORRILL
 MN0155  COUNTRY     -  US
 MN0155  USGS QUAD   -  ANGORA SE (2017)
 MN0155
 MN0155                         *CURRENT SURVEY CONTROL
 MN0155  ______________________________________________________________________
 MN0155* NAD 83(1986) POSITION- 41 47 48.     (N) 103 06 22.     (W)   SCALED
 MN0155* NAVD 88 ORTHO HEIGHT -  1237.760 (meters)     4060.88  (feet) POSTED
 MN0155  ______________________________________________________________________
 MN0155  GEOID HEIGHT    -        -19.297 (meters)                     GEOID18
 MN0155  DYNAMIC HEIGHT  -       1236.97  (meters)     4058.3   (feet) COMP
 MN0155  MODELED GRAVITY -    979,940.1   (mgal)                       NAVD 88
 MN0155
 MN0155  VERT ORDER      -  * POSTED, SEE BELOW
 MN0155
 MN0155.The horizontal coordinates were scaled from a map and have
 MN0155.an estimated accuracy of +/- 6 seconds.
 MN0155
 MN0155.The orthometric height was determined by differential leveling
 MN0155.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0155
 MN0155.* This is a POSTED BENCH MARK height.
 MN0155
 MN0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0155.GEOID18 height accuracy estimate available here.
 MN0155
 MN0155.Click photographs - Photos may exist for this station.
 MN0155
 MN0155.The dynamic height is computed by dividing the NAVD 88
 MN0155.geopotential number by the normal gravity value computed on the
 MN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0155.degrees latitude (g = 980.6199 gals.).
 MN0155
 MN0155.The modeled gravity was interpolated from observed gravity values.
 MN0155
 MN0155;                    North         East    Units  Estimated Accuracy
 MN0155;SPC NE       -   222,620.      241,980.      MT  (+/- 180 meters Scaled)
 MN0155
 MN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573289(NAD 83)
 MN0155
 MN0155                          SUPERSEDED SURVEY CONTROL
 MN0155
 MN0155  NGVD 29 (??/??/92) 1237.144  (m)         4058.86   (f) ADJ UNCH    1 2
 MN0155
 MN0155.Superseded values are not recommended for survey control.
 MN0155
 MN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0155.See file dsdata.pdf to determine how the superseded data were derived.
 MN0155
 MN0155_MARKER: R = RIVET
 MN0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0155_SP_SET: UNDERPASS
 MN0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0155
 MN0155  HISTORY     - Date     Condition        Report By
 MN0155  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0155  HISTORY     - 1956     GOOD             CGS
 MN0155  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0155
 MN0155                          STATION DESCRIPTION
 MN0155
 MN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0155'4.5 MI S FROM ANGORA.
 MN0155'4.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0155'FROM THE STATION AT ANGORA, 7.9 FEET SOUTHEAST OF THE SOUTHEAST
 MN0155'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0155'NORTHEAST END OF THE SOUTHEAST HEADWALL OF CONCRETE CATTLE
 MN0155'UNDERPASS 26.35, IN THE NORTHWEST 1/4 OF SECTION 15, TOWNSHIP
 MN0155'21 NORTH, RANGE 50 WEST.
 MN0155
 MN0155                          STATION RECOVERY (1985)
 MN0155
 MN0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0155'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0029 ***********************************************************************
 LJ0029  DESIGNATION -  2687
 LJ0029  PID         -  LJ0029
 LJ0029  STATE/COUNTY-  NE/FRONTIER
 LJ0029  COUNTRY     -  US
 LJ0029  USGS QUAD   -  EUSTIS (2017)
 LJ0029
 LJ0029                         *CURRENT SURVEY CONTROL
 LJ0029  ______________________________________________________________________
 LJ0029* NAD 83(1986) POSITION- 40 40 15.     (N) 100 06 17.     (W)   SCALED
 LJ0029* NAVD 88 ORTHO HEIGHT -   818.733 (meters)     2686.13  (feet) ADJUSTED
 LJ0029  ______________________________________________________________________
 LJ0029  GEOID HEIGHT    -        -23.707 (meters)                     GEOID18
 LJ0029  DYNAMIC HEIGHT  -        818.220 (meters)     2684.44  (feet) COMP
 LJ0029  MODELED GRAVITY -    979,970.7   (mgal)                       NAVD 88
 LJ0029
 LJ0029  VERT ORDER      -  SECOND    CLASS 0
 LJ0029
 LJ0029.The horizontal coordinates were scaled from a map and have
 LJ0029.an estimated accuracy of +/- 6 seconds.
 LJ0029
 LJ0029.The orthometric height was determined by differential leveling and
 LJ0029.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0029.in June 1991.
 LJ0029
 LJ0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0029.GEOID18 height accuracy estimate available here.
 LJ0029
 LJ0029.Click photographs - Photos may exist for this station.
 LJ0029
 LJ0029.The dynamic height is computed by dividing the NAVD 88
 LJ0029.geopotential number by the normal gravity value computed on the
 LJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0029.degrees latitude (g = 980.6199 gals.).
 LJ0029
 LJ0029.The modeled gravity was interpolated from observed gravity values.
 LJ0029
 LJ0029;                    North         East    Units  Estimated Accuracy
 LJ0029;SPC NE       -    92,990.      491,150.      MT  (+/- 180 meters Scaled)
 LJ0029
 LJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML066028(NAD 83)
 LJ0029
 LJ0029                          SUPERSEDED SURVEY CONTROL
 LJ0029
 LJ0029  NGVD 29 (??/??/92)  818.409  (m)         2685.06   (f) ADJ UNCH    2 0
 LJ0029
 LJ0029.Superseded values are not recommended for survey control.
 LJ0029
 LJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0029.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0029
 LJ0029_MARKER: P = PIPE CAP
 LJ0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0029_STAMPING: 2687 SIDNEY
 LJ0029_MARK LOGO: USGS
 LJ0029_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0029
 LJ0029  HISTORY     - Date     Condition        Report By
 LJ0029  HISTORY     - 1899     MONUMENTED       USGS
 LJ0029  HISTORY     - 1941     GOOD             CGS
 LJ0029
 LJ0029                          STATION DESCRIPTION
 LJ0029
 LJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0029'4.3 MI W FROM EUSTIS.
 LJ0029'4.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0029'FROM THE STATION AT EUSTIS, FRONTIER COUNTY, AND IN THE SOUTH
 LJ0029'SIDE OF SECTION 12, T 8 N, R 25 W.  A UNITED STATES GEOLOGICAL
 LJ0029'SURVEY STANDARD CAP, STAMPED 2687 SIDNEY AND RIVETED ON THE
 LJ0029'TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0026 ***********************************************************************
 LJ0026  DESIGNATION -  2691
 LJ0026  PID         -  LJ0026
 LJ0026  STATE/COUNTY-  NE/FRONTIER
 LJ0026  COUNTRY     -  US
 LJ0026  USGS QUAD   -  FARNAM (2017)
 LJ0026
 LJ0026                         *CURRENT SURVEY CONTROL
 LJ0026  ______________________________________________________________________
 LJ0026* NAD 83(1986) POSITION- 40 41 37.     (N) 100 09 07.     (W)   SCALED
 LJ0026* NAVD 88 ORTHO HEIGHT -   819.832 (meters)     2689.73  (feet) ADJUSTED
 LJ0026  ______________________________________________________________________
 LJ0026  GEOID HEIGHT    -        -23.591 (meters)                     GEOID18
 LJ0026  DYNAMIC HEIGHT  -        819.318 (meters)     2688.05  (feet) COMP
 LJ0026  MODELED GRAVITY -    979,970.1   (mgal)                       NAVD 88
 LJ0026
 LJ0026  VERT ORDER      -  SECOND    CLASS 0
 LJ0026
 LJ0026.The horizontal coordinates were scaled from a map and have
 LJ0026.an estimated accuracy of +/- 6 seconds.
 LJ0026
 LJ0026.The orthometric height was determined by differential leveling and
 LJ0026.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0026.in June 1991.
 LJ0026
 LJ0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0026.GEOID18 height accuracy estimate available here.
 LJ0026
 LJ0026.Click photographs - Photos may exist for this station.
 LJ0026
 LJ0026.The dynamic height is computed by dividing the NAVD 88
 LJ0026.geopotential number by the normal gravity value computed on the
 LJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0026.degrees latitude (g = 980.6199 gals.).
 LJ0026
 LJ0026.The modeled gravity was interpolated from observed gravity values.
 LJ0026
 LJ0026;                    North         East    Units  Estimated Accuracy
 LJ0026;SPC NE       -    95,530.      487,160.      MT  (+/- 180 meters Scaled)
 LJ0026
 LJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML026053(NAD 83)
 LJ0026
 LJ0026                          SUPERSEDED SURVEY CONTROL
 LJ0026
 LJ0026  NGVD 29 (??/??/92)  819.503  (m)         2688.65   (f) ADJ UNCH    2 0
 LJ0026
 LJ0026.Superseded values are not recommended for survey control.
 LJ0026
 LJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0026.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0026
 LJ0026_MARKER: P = PIPE CAP
 LJ0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0026_STAMPING: SIDNEY 2691
 LJ0026_MARK LOGO: USGS
 LJ0026_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0026
 LJ0026  HISTORY     - Date     Condition        Report By
 LJ0026  HISTORY     - 1899     MONUMENTED       USGS
 LJ0026  HISTORY     - 1950     GOOD             CGS
 LJ0026
 LJ0026                          STATION DESCRIPTION
 LJ0026
 LJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0026'3.4 MI E FROM FARNAM.
 LJ0026'IN FRONTIER COUNTY, 3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LJ0026'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0026'AND IN SECTION 3, T 8 N, R 25 W.  A UNITED STATES GEOLOGICAL
 LJ0026'SURVEY STANDARD CAP, STAMPED SIDNEY 2691 AND RIVETED ON THE
 LJ0026'TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0087 ***********************************************************************
 MM0087  DESIGNATION -  2714
 MM0087  PID         -  MM0087
 MM0087  STATE/COUNTY-  NE/LINCOLN
 MM0087  COUNTRY     -  US
 MM0087  USGS QUAD   -  MAXWELL (2017)
 MM0087
 MM0087                         *CURRENT SURVEY CONTROL
 MM0087  ______________________________________________________________________
 MM0087* NAD 83(1986) POSITION- 41 04 42.     (N) 100 31 25.     (W)   SCALED
 MM0087* NAVD 88 ORTHO HEIGHT -   826.912 (meters)     2712.96  (feet) ADJUSTED
 MM0087  ______________________________________________________________________
 MM0087  GEOID HEIGHT    -        -22.569 (meters)                     GEOID18
 MM0087  DYNAMIC HEIGHT  -        826.418 (meters)     2711.34  (feet) COMP
 MM0087  MODELED GRAVITY -    979,998.9   (mgal)                       NAVD 88
 MM0087
 MM0087  VERT ORDER      -  FIRST     CLASS II
 MM0087
 MM0087.The horizontal coordinates were scaled from a map and have
 MM0087.an estimated accuracy of +/- 6 seconds.
 MM0087
 MM0087.The orthometric height was determined by differential leveling and
 MM0087.adjusted by the NATIONAL GEODETIC SURVEY
 MM0087.in June 1991.
 MM0087
 MM0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0087.GEOID18 height accuracy estimate available here.
 MM0087
 MM0087.Click photographs - Photos may exist for this station.
 MM0087
 MM0087.The dynamic height is computed by dividing the NAVD 88
 MM0087.geopotential number by the normal gravity value computed on the
 MM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0087.degrees latitude (g = 980.6199 gals.).
 MM0087
 MM0087.The modeled gravity was interpolated from observed gravity values.
 MM0087
 MM0087;                    North         East    Units  Estimated Accuracy
 MM0087;SPC NE       -   138,360.      456,010.      MT  (+/- 180 meters Scaled)
 MM0087
 MM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL720485(NAD 83)
 MM0087
 MM0087                          SUPERSEDED SURVEY CONTROL
 MM0087
 MM0087  NGVD 29 (??/??/92)  826.588  (m)         2711.90   (f) ADJ UNCH    1 2
 MM0087
 MM0087.Superseded values are not recommended for survey control.
 MM0087
 MM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0087.See file dsdata.pdf to determine how the superseded data were derived.
 MM0087
 MM0087_MARKER: P = PIPE CAP
 MM0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0087_STAMPING: 2714 SIDNEY
 MM0087_MARK LOGO: USGS
 MM0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0087
 MM0087  HISTORY     - Date     Condition        Report By
 MM0087  HISTORY     - 1899     MONUMENTED       USGS
 MM0087  HISTORY     - 1933     GOOD             CGS
 MM0087  HISTORY     - 1934     GOOD             CGS
 MM0087  HISTORY     - 1985     POOR             NGS
 MM0087  HISTORY     - 1986     POOR             NGS
 MM0087
 MM0087                          STATION DESCRIPTION
 MM0087
 MM0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0087'NEAR MAXWELL.
 MM0087'ABOUT 500 FEET NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0087'THE STATION AT MAXWELL, LINCOLN COUNTY, OPPOSITE THE COATES
 MM0087'LUMBER AND COAL CO. ELEVATOR, 75-1/2 FEET NORTH OF THE NORTH
 MM0087'RAIL OF THE NORTH TRACK, AND 68-1/2 FEET SOUTH OF THE CENTER
 MM0087'LINE OF U.S. HIGHWAY 30, ABOUT 2 FEET NORTH OF A ROW OF POLES,
 MM0087'AND 23 FEET EAST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY
 MM0087'STANDARD CAP, STAMPED 2714 SIDNEY AND RIVETED ON THE TOP OF A
 MM0087'3-1/2-INCH IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND.
 MM0087'NOTE-- THE CAP ON THE PIPE WAS SLIGHTLY WARPED AND THE ROD WAS
 MM0087'HELD AT THE CENTER OF A CHISELED CROSS.
 MM0087
 MM0087                          STATION RECOVERY (1934)
 MM0087
 MM0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0087'RECOVERED IN GOOD CONDITION.
 MM0087
 MM0087                          STATION RECOVERY (1985)
 MM0087
 MM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MM0087'THE PIPE LEANS TO THE WEST, AT MAXWELL, AT THE JUNCTION OF U.S.
 MM0087'HIGHWAY 30, STATE HIGHWAY 56 A SPUR, WHICH IS PINE STREET AND THE
 MM0087'UNION PACIFIC RAILROAD, 50.0 M (164 FT) WEST FROM PINE STREET 23.0 M
 MM0087'(75.5 FT) NORTH FROM THE NORTH RAIL OF THE NORTH SET OF TRACKS 20.9 M
 MM0087'(68.5 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 30, A CAP ON A PIPE
 MM0087'WHICH PROJECTS 0.61 M (2 FT) ABOVE THE GROUND.
 MM0087
 MM0087                          STATION RECOVERY (1986)
 MM0087
 MM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0087'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0087'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0023 ***********************************************************************
 LJ0023  DESIGNATION -  2729
 LJ0023  PID         -  LJ0023
 LJ0023  STATE/COUNTY-  NE/DAWSON
 LJ0023  COUNTRY     -  US
 LJ0023  USGS QUAD   -  FARNAM (2017)
 LJ0023
 LJ0023                         *CURRENT SURVEY CONTROL
 LJ0023  ______________________________________________________________________
 LJ0023* NAD 83(1986) POSITION- 40 42 12.     (N) 100 12 53.     (W)   SCALED
 LJ0023* NAVD 88 ORTHO HEIGHT -   831.332 (meters)     2727.46  (feet) ADJUSTED
 LJ0023  ______________________________________________________________________
 LJ0023  GEOID HEIGHT    -        -23.480 (meters)                     GEOID18
 LJ0023  DYNAMIC HEIGHT  -        830.811 (meters)     2725.75  (feet) COMP
 LJ0023  MODELED GRAVITY -    979,970.3   (mgal)                       NAVD 88
 LJ0023
 LJ0023  VERT ORDER      -  SECOND    CLASS 0
 LJ0023
 LJ0023.The horizontal coordinates were scaled from a map and have
 LJ0023.an estimated accuracy of +/- 6 seconds.
 LJ0023
 LJ0023.The orthometric height was determined by differential leveling and
 LJ0023.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0023.in June 1991.
 LJ0023
 LJ0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0023.GEOID18 height accuracy estimate available here.
 LJ0023
 LJ0023.Click photographs - Photos may exist for this station.
 LJ0023
 LJ0023.The dynamic height is computed by dividing the NAVD 88
 LJ0023.geopotential number by the normal gravity value computed on the
 LJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0023.degrees latitude (g = 980.6199 gals.).
 LJ0023
 LJ0023.The modeled gravity was interpolated from observed gravity values.
 LJ0023
 LJ0023;                    North         East    Units  Estimated Accuracy
 LJ0023;SPC NE       -    96,620.      481,860.      MT  (+/- 180 meters Scaled)
 LJ0023
 LJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL973065(NAD 83)
 LJ0023
 LJ0023                          SUPERSEDED SURVEY CONTROL
 LJ0023
 LJ0023  NGVD 29 (??/??/92)  830.998  (m)         2726.37   (f) ADJ UNCH    2 0
 LJ0023
 LJ0023.Superseded values are not recommended for survey control.
 LJ0023
 LJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0023.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0023
 LJ0023_MARKER: P = PIPE CAP
 LJ0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0023_STAMPING: 2729 SIDNEY
 LJ0023_MARK LOGO: USGS
 LJ0023_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0023
 LJ0023  HISTORY     - Date     Condition        Report By
 LJ0023  HISTORY     - 1899     MONUMENTED       USGS
 LJ0023  HISTORY     - 1941     GOOD             CGS
 LJ0023
 LJ0023                          STATION DESCRIPTION
 LJ0023
 LJ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0023'AT FARNAM.
 LJ0023'AT FARNAM, DAWSON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0023'RAILROAD, 54 FEET EAST OF THE EAST END OF THE STATION, IN THE
 LJ0023'NORTHEAST CORNER OF THE STATION PARK, AT A ROAD CROSSING, 45
 LJ0023'FEET WEST OF THE ROAD, AND 17 FEET SOUTH OF THE CENTERLINE OF
 LJ0023'THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LJ0023'CAP, STAMPED 2729 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LJ0023'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0091 ***********************************************************************
 MM0091  DESIGNATION -  2747
 MM0091  PID         -  MM0091
 MM0091  STATE/COUNTY-  NE/LINCOLN
 MM0091  COUNTRY     -  US
 MM0091  USGS QUAD   -  MAXWELL (2017)
 MM0091
 MM0091                         *CURRENT SURVEY CONTROL
 MM0091  ______________________________________________________________________
 MM0091* NAD 83(1986) POSITION- 41 06 03.     (N) 100 36 02.     (W)   SCALED
 MM0091* NAVD 88 ORTHO HEIGHT -   836.894 (meters)     2745.71  (feet) POSTED
 MM0091  ______________________________________________________________________
 MM0091  GEOID HEIGHT    -        -22.417 (meters)                     GEOID18
 MM0091  DYNAMIC HEIGHT  -        836.40  (meters)     2744.1   (feet) COMP
 MM0091  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 MM0091
 MM0091  VERT ORDER      -  * POSTED, SEE BELOW
 MM0091
 MM0091.The horizontal coordinates were scaled from a map and have
 MM0091.an estimated accuracy of +/- 6 seconds.
 MM0091
 MM0091.The orthometric height was determined by differential leveling
 MM0091.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MM0091
 MM0091.* This is a POSTED BENCH MARK height.
 MM0091
 MM0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0091.GEOID18 height accuracy estimate available here.
 MM0091
 MM0091.Click photographs - Photos may exist for this station.
 MM0091
 MM0091.The dynamic height is computed by dividing the NAVD 88
 MM0091.geopotential number by the normal gravity value computed on the
 MM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0091.degrees latitude (g = 980.6199 gals.).
 MM0091
 MM0091.The modeled gravity was interpolated from observed gravity values.
 MM0091
 MM0091;                    North         East    Units  Estimated Accuracy
 MM0091;SPC NE       -   140,900.      449,570.      MT  (+/- 180 meters Scaled)
 MM0091
 MM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL655511(NAD 83)
 MM0091
 MM0091                          SUPERSEDED SURVEY CONTROL
 MM0091
 MM0091  NGVD 29 (??/??/92)  836.553  (m)         2744.59   (f) ADJ UNCH    1 2
 MM0091
 MM0091.Superseded values are not recommended for survey control.
 MM0091
 MM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0091.See file dsdata.pdf to determine how the superseded data were derived.
 MM0091
 MM0091_MARKER: P = PIPE CAP
 MM0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0091_STAMPING: 2747 SIDNEY
 MM0091_MARK LOGO: USGS
 MM0091_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0091
 MM0091  HISTORY     - Date     Condition        Report By
 MM0091  HISTORY     - 1899     MONUMENTED       USGS
 MM0091  HISTORY     - 1933     GOOD             CGS
 MM0091  HISTORY     - 1934     GOOD             CGS
 MM0091  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0091
 MM0091                          STATION DESCRIPTION
 MM0091
 MM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0091'0.3 MI NW FROM KEITH.
 MM0091'ABOUT 0.3 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0091'THE SIDING AT KEITH, LINCOLN COUNTY, ABOUT 4-1/2 POLES SOUTHEAST
 MM0091'OF MILEPOST 275, AT A ROAD CROSSING, 85 FEET NORTHWEST OF THE
 MM0091'CENTER LINE OF THE ROAD, 95 FEET NORTHEAST OF THE CENTER LINE
 MM0091'OF U.S. HIGHWAY 30, 61.5 FEET NORTHEAST OF THE SOUTH RAILROAD
 MM0091'RIGHT-OF-WAY FENCE, AND 22.5 FEET SOUTHWEST OF THE SOUTH RAIL
 MM0091'OF THE SOUTH MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 MM0091'STANDARD CAP, STAMPED 2747 SIDNEY AND RIVETED ON THE TOP OF A
 MM0091'3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MM0091
 MM0091                          STATION RECOVERY (1934)
 MM0091
 MM0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0091'RECOVERED IN GOOD CONDITION.
 MM0091
 MM0091                          STATION RECOVERY (1986)
 MM0091
 MM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0091'NOT RECOVERED.  BELIEVED TO BE UNDER A NEW SET OF RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0094 ***********************************************************************
 MM0094  DESIGNATION -  2779
 MM0094  PID         -  MM0094
 MM0094  STATE/COUNTY-  NE/LINCOLN
 MM0094  COUNTRY     -  US
 MM0094  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0094
 MM0094                         *CURRENT SURVEY CONTROL
 MM0094  ______________________________________________________________________
 MM0094* NAD 83(1986) POSITION- 41 08 18.     (N) 100 41 45.     (W)   SCALED
 MM0094* NAVD 88 ORTHO HEIGHT -   846.827 (meters)     2778.30  (feet) ADJUSTED
 MM0094  ______________________________________________________________________
 MM0094  GEOID HEIGHT    -        -22.239 (meters)                     GEOID18
 MM0094  DYNAMIC HEIGHT  -        846.334 (meters)     2776.68  (feet) COMP
 MM0094  MODELED GRAVITY -    980,013.6   (mgal)                       NAVD 88
 MM0094
 MM0094  VERT ORDER      -  FIRST     CLASS II
 MM0094
 MM0094.The horizontal coordinates were scaled from a map and have
 MM0094.an estimated accuracy of +/- 6 seconds.
 MM0094
 MM0094.The orthometric height was determined by differential leveling and
 MM0094.adjusted by the NATIONAL GEODETIC SURVEY
 MM0094.in June 1994.
 MM0094
 MM0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0094.GEOID18 height accuracy estimate available here.
 MM0094
 MM0094.Click photographs - Photos may exist for this station.
 MM0094
 MM0094.The dynamic height is computed by dividing the NAVD 88
 MM0094.geopotential number by the normal gravity value computed on the
 MM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0094.degrees latitude (g = 980.6199 gals.).
 MM0094
 MM0094.The modeled gravity was interpolated from observed gravity values.
 MM0094
 MM0094;                    North         East    Units  Estimated Accuracy
 MM0094;SPC NE       -   145,120.      441,600.      MT  (+/- 180 meters Scaled)
 MM0094
 MM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL576554(NAD 83)
 MM0094
 MM0094                          SUPERSEDED SURVEY CONTROL
 MM0094
 MM0094  NAVD 88 (06/15/91)  846.825  (m)         2778.29   (f) SUPERSEDED  1 2
 MM0094  NGVD 29 (??/??/92)  846.480  (m)         2777.16   (f) ADJ UNCH    1 2
 MM0094
 MM0094.Superseded values are not recommended for survey control.
 MM0094
 MM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0094.See file dsdata.pdf to determine how the superseded data were derived.
 MM0094
 MM0094_MARKER: P = PIPE CAP
 MM0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0094_STAMPING: 2779 SIDNEY
 MM0094_MARK LOGO: USGS
 MM0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0094
 MM0094  HISTORY     - Date     Condition        Report By
 MM0094  HISTORY     - 1899     MONUMENTED       USGS
 MM0094  HISTORY     - 1933     GOOD             CGS
 MM0094  HISTORY     - 1948     GOOD             CGS
 MM0094  HISTORY     - 1986     POOR             NGS
 MM0094
 MM0094                          STATION DESCRIPTION
 MM0094
 MM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0094'3.5 MI E FROM NORTH PLATTE.
 MM0094'ABOUT 3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM NORTH
 MM0094'PLATTE, LINCOLN COUNTY, AT BECK SIDING, NEAR THE TANK FARM AND
 MM0094'PUMPING STATION AT THE KANSAS PIPE LINE CO., AT A COUNTY-ROAD
 MM0094'CROSSING, OPPOSITE SEMAPHORE 280.6, 93 FEET NORTH OF THE NORTH
 MM0094'RAIL OF THE NORTH MAIN TRACK, 47 FEET EAST OF THE CENTER LINE
 MM0094'OF THE COUNTY ROAD, 9 FEET NORTH OF A ROW OF POLES, AND 21 FEET
 MM0094'NORTHWEST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MM0094'CAP, STAMPED 2779 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 MM0094'IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 MM0094
 MM0094                          STATION RECOVERY (1948)
 MM0094
 MM0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MM0094'RECOVERED IN GOOD CONDITION.
 MM0094
 MM0094                          STATION RECOVERY (1986)
 MM0094
 MM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0094'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0094'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0838 ***********************************************************************
 NN0838  CBN         -  This is a Cooperative Base Network Control Station.
 NN0838  DESIGNATION -  281 000.00
 NN0838  PID         -  NN0838
 NN0838  STATE/COUNTY-  NE/BOYD
 NN0838  COUNTRY     -  US
 NN0838  USGS QUAD   -  SPENCER NORTH (2017)
 NN0838
 NN0838                         *CURRENT SURVEY CONTROL
 NN0838  ______________________________________________________________________
 NN0838* NAD 83(2011) POSITION- 42 59 52.77533(N) 098 43 31.97150(W)   ADJUSTED
 NN0838* NAD 83(2011) ELLIP HT-   530.799 (meters)        (06/27/12)   ADJUSTED
 NN0838* NAD 83(2011) EPOCH   -  2010.00
 NN0838* NAVD 88 ORTHO HEIGHT -   556.804 (meters)     1826.78  (feet) ADJUSTED
 NN0838  ______________________________________________________________________
 NN0838  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 NN0838  NAD 83(2011) X  -   -708,824.588 (meters)                     COMP
 NN0838  NAD 83(2011) Y  - -4,618,415.732 (meters)                     COMP
 NN0838  NAD 83(2011) Z  -  4,327,700.694 (meters)                     COMP
 NN0838  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 NN0838  DYNAMIC HEIGHT  -        556.603 (meters)     1826.12  (feet) COMP
 NN0838  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 NN0838
 NN0838  VERT ORDER      -  FIRST     CLASS II
 NN0838
 NN0838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0838  Standards:
 NN0838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0838  -------------------------------------------------------------------
 NN0838  NETWORK    0.53   1.53           0.25   0.17   0.78     -0.03141363
 NN0838  -------------------------------------------------------------------
 NN0838  Click here for local accuracies and other accuracy information.
 NN0838
 NN0838.The horizontal coordinates were established by GPS observations
 NN0838.and adjusted by the National Geodetic Survey in June 2012.
 NN0838
 NN0838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0838.been affixed to the stable North American tectonic plate. See 
 NN0838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0838
 NN0838.The horizontal coordinates are valid at the epoch date displayed above
 NN0838.which is a decimal equivalence of Year/Month/Day.
 NN0838
 NN0838.The orthometric height was determined by differential leveling and
 NN0838.adjusted by the NATIONAL GEODETIC SURVEY
 NN0838.in June 1994.
 NN0838
 NN0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0838.GEOID18 height accuracy estimate available here.
 NN0838
 NN0838.Click photographs - Photos may exist for this station.
 NN0838
 NN0838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0838
 NN0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0838
 NN0838.The ellipsoidal height was determined by GPS observations
 NN0838.and is referenced to NAD 83.
 NN0838
 NN0838.The dynamic height is computed by dividing the NAVD 88
 NN0838.geopotential number by the normal gravity value computed on the
 NN0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0838.degrees latitude (g = 980.6199 gals.).
 NN0838
 NN0838.The modeled gravity was interpolated from observed gravity values.
 NN0838
 NN0838. The following values were computed from the NAD 83(2011) position.
 NN0838
 NN0838;                    North         East     Units Scale Factor Converg.
 NN0838;SPC NE       -   352,164.228   603,919.602   MT  0.99999908   +0 50 40.5
 NN0838;SPC NE       - 1,155,392.14  1,981,359.56   sFT  0.99999908   +0 50 40.5
 NN0838;UTM  14      - 4,760,628.478   522,370.894   MT  0.99960616   +0 11 13.8
 NN0838
 NN0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0838!SPC NE       -   0.99991677  x   0.99999908  =   0.99991585
 NN0838!UTM  14      -   0.99991677  x   0.99960616  =   0.99952296
 NN0838
 NN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2237060628(NAD 83)
 NN0838
 NN0838                          SUPERSEDED SURVEY CONTROL
 NN0838
 NN0838  NAD 83(2007)-  42 59 52.77534(N)    098 43 31.97229(W) AD(2002.00) 0
 NN0838  ELLIP H (02/10/07)  530.827  (m)                       GP(2002.00)    
 NN0838  ELLIP H (09/24/01)  530.799  (m)                       GP(       ) 4 1
 NN0838  NAD 83(1995)-  42 59 52.77508(N)    098 43 31.97232(W) AD(       ) B
 NN0838  ELLIP H (06/25/96)  530.859  (m)                       GP(       ) 1 1
 NN0838  NAVD 88             556.80   (m)         1826.8    (f) LEVELING    3  
 NN0838
 NN0838.Superseded values are not recommended for survey control.
 NN0838
 NN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0838.See file dsdata.pdf to determine how the superseded data were derived.
 NN0838
 NN0838_MARKER: Z = SEE DESCRIPTION
 NN0838_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NN0838_STAMPING: 281-0.0 1993
 NN0838_MARK LOGO: NGS
 NN0838_PROJECTION: FLUSH
 NN0838_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0838+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2021
 NN0838_ROD/PIPE-DEPTH: 6.4 meters
 NN0838_SLEEVE-DEPTH  : 1.8 meters
 NN0838
 NN0838  HISTORY     - Date     Condition        Report By
 NN0838  HISTORY     - 1993     MONUMENTED       SDDT
 NN0838  HISTORY     - 19930924 GOOD             NGS
 NN0838  HISTORY     - 19950614 GOOD             NGS
 NN0838  HISTORY     - 19950615 GOOD             NGS
 NN0838  HISTORY     - 20121202 GOOD             GCT
 NN0838  HISTORY     - 20171219 GOOD             NEGS
 NN0838  HISTORY     - 20211110 GOOD             NEGS
 NN0838
 NN0838                          STATION DESCRIPTION
 NN0838
 NN0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NN0838'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 NN0838'OF STATE HIGHWAY 46 IN PICKSTOWN, THENCE 1.3 KM (0.80 MI) SOUTHERLY
 NN0838'ALONG U.S. HIGHWAY 281, 43.0 M (141.1 FT) SOUTH OF THE CENTER OF A
 NN0838'GRAVELED ROAD (STATE LINE ROAD) , 36.4 M (119.4 FT) WEST OF THE
 NN0838'HIGHWAY CENTERLINE, 35.0 M (114.8 FT) SOUTH OF A FENCE CORNER, 35.5 M
 NN0838'(116.5 FT) SOUTHWEST OF THE WEST LEG OF A SIGN (NEBRASKA THE GOOD
 NN0838'LIFE) , 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 NN0838'EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M
 NN0838'(1.0 FT) WEST OF A STATE WITNESS POST.  NOTE--THE DATUM POINT IS A
 NN0838'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 NN0838'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 NN0838'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 NN0838'PVC CAP.
 NN0838
 NN0838                          STATION RECOVERY (1995)
 NN0838
 NN0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 NN0838'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF BUTTE AND 8.0
 NN0838'MI (12.9 KM) NORTH-NORTHWEST OF SPENCER AT THE SOUTH DAKOTA-NEBRASKA
 NN0838'STATE LINE ON U.S. HIGHWAY 281.  TO REACH THE STATION FROM THE
 NN0838'INTERSECTION OF U.S. HIGHWAYS 281 AND 18, 12.0 MI (19.3 KM) WEST OF
 NN0838'PICKSTOWN, GO SOUTH ON U.S. HIGHWAY 281 FOR 0.75 MI (1.21 KM) TO THE
 NN0838'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 NN0838'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO AN 1
 NN0838'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 144.5 FT (44.0 M) SOUTH OF
 NN0838'THE CENTERLINE OF A GRADED ROAD, WHICH IS ALSO THE STATE LINE, 120.0
 NN0838'FT (36.6 M) WEST OF THE HIGHWAY CENTERLINE, 116.3 FT (35.4 M)
 NN0838'SOUTHWEST OF THE WEST SUPPORT LEG FOR A SIGN (NEBRASKA THE GOOD LIFE),
 NN0838'4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, 1.7 FT (0.5 M) EAST OF
 NN0838'A FENCE, 0.8 FT (24.4 CM) EAST OF A WITNESS POST, AND 0.8 FT (24.4 CM)
 NN0838'WEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 NN0838'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 NN0838
 NN0838                          STATION RECOVERY (1995)
 NN0838
 NN0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0838'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF BUTTE, 8 MI
 NN0838'(12.9 KM) NORTH-NORTHWEST OF SPENCER, 0.75 MI (1.21 KM) SOUTH OF THE
 NN0838'JUNCTION OF U.S. HIGHWAYS 18 AND 281, AT THE SOUTH DAKOTA-NEBRASKA
 NN0838'STATE LINE, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 281 AND IN THE
 NN0838'NE1/4, SEC21, T35N, R12W.  THE MARK IS A STAINLESS STEEL RIVET,
 NN0838'ATTACHED TO A 1-1/2 INCH METAL PIPE, THAT IS SLEEVED AND SET WITHIN A
 NN0838'5-INCH LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 144.5 FT (44.0
 NN0838'M) SOUTH OF THE CENTERLINE OF A GRADED ROAD, WHICH IS ALSO THE STATE
 NN0838'LINE, 120.0 FT (36.6 M) WEST OF THE CENTERLINE OF HIGHWAY 281, 116.3
 NN0838'FT (35.4 M) SOUTHWEST OF THE WEST SUPPORT LEG FOR A SIGN BEARING THE
 NN0838'LETTERING--NEBRASKA THE GOOD LIFE--, 1.7 FT (0.5 M) EAST OF THE WEST
 NN0838'RIGHT-OF-WAY FENCE, 0.8 FT (24.4 CM) EAST OF A FIBERGLASS WITNESS
 NN0838'POST, 0.8 FT (24.4 CM) WEST OF A STEEL POST AND ABOUT 4 FT (1.2 M)
 NN0838'HIGHER THAN THE HIGHWAY.  NOTE--THIS MARK HAS AN ADDITIONAL PLASTIC
 NN0838'CAP OVER THE PIPE WHICH MUST BE REMOVED TO ACCESS THE DATUM POINT.
 NN0838'MARK ORIGINALLY DESCRIBED AS AN EPOXIED STAINLESS STEEL BALL.
 NN0838
 NN0838                          STATION RECOVERY (2012)
 NN0838
 NN0838'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0838'RECOVERED IN GOOD CONDITION.
 NN0838
 NN0838                          STATION RECOVERY (2017)
 NN0838
 NN0838'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 NN0838'RECOVERED IN GOOD CONDITION.
 NN0838
 NN0838                          STATION RECOVERY (2021)
 NN0838
 NN0838'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (AP)
 NN0838'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND NE HIGHWAY 12 AT
 NN0838'SPENCER, NE., GO NORTH ON U.S. HIGHWAY 281 APPROXIMATELY 8.95 MI
 NN0838'(14.40 KM) TO MILE POST 223.63 AND THE MARK ON THE LEFT (WEST). THE
 NN0838'MARK IS 0.8 FT (24 CM) EAST OF THE BOTTOM OF AN ORANGE FIBERGLASS
 NN0838'WITNESS POST, 0.8 FT (24 CM) WEST OF THE BOTTOM OF A STEEL POST, 1.7
 NN0838'FT (0.5 M) WEST OF A ROW FENCE, 116.3 FT (35.4 M) SOUTHWEST OF THE
 NN0838'WEST LEG OF A NEBRASKA THE GOOD LIFE SIGN, 120 FT (36.6 M) WEST OF THE
 NN0838'CENTERLINE OF U.S. HIGHWAY 281 AND 145 FT (44.2 M) SOUTH OF THE
 NN0838'CENTERLINE OF CO. ROAD 909.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0144 ***********************************************************************
 MM0144  DESIGNATION -  2822
 MM0144  PID         -  MM0144
 MM0144  STATE/COUNTY-  NE/LINCOLN
 MM0144  COUNTRY     -  US
 MM0144  USGS QUAD   -  LAKE MALONEY (2017)
 MM0144
 MM0144                         *CURRENT SURVEY CONTROL
 MM0144  ______________________________________________________________________
 MM0144* NAD 83(1986) POSITION- 41 05 24.2    (N) 100 46 04.9    (W)   HD_HELD2
 MM0144* NAVD 88 ORTHO HEIGHT -   860.021 (meters)     2821.59  (feet) ADJUSTED
 MM0144  ______________________________________________________________________
 MM0144  GEOID HEIGHT    -        -22.273 (meters)                     GEOID18
 MM0144  DYNAMIC HEIGHT  -        859.509 (meters)     2819.91  (feet) COMP
 MM0144  MODELED GRAVITY -    979,999.9   (mgal)                       NAVD 88
 MM0144
 MM0144  VERT ORDER      -  FIRST     CLASS II
 MM0144
 MM0144.The horizontal coordinates were established by autonomous hand held GPS
 MM0144.observations and have an estimated accuracy of +/- 10 meters.
 MM0144
 MM0144.The orthometric height was determined by differential leveling and
 MM0144.adjusted by the NATIONAL GEODETIC SURVEY
 MM0144.in June 1994.
 MM0144
 MM0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0144.GEOID18 height accuracy estimate available here.
 MM0144
 MM0144.Click photographs - Photos may exist for this station.
 MM0144
 MM0144.The dynamic height is computed by dividing the NAVD 88
 MM0144.geopotential number by the normal gravity value computed on the
 MM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0144.degrees latitude (g = 980.6199 gals.).
 MM0144
 MM0144.The modeled gravity was interpolated from observed gravity values.
 MM0144
 MM0144;                    North         East    Units  Estimated Accuracy
 MM0144;SPC NE       -   139,815.      435,491.      MT  (+/- 10 meters HH2 GPS)
 MM0144
 MM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5150550260(NAD 83)
 MM0144
 MM0144                          SUPERSEDED SURVEY CONTROL
 MM0144
 MM0144  NAVD 88 (06/15/91)  860.013  (m)         2821.56   (f) SUPERSEDED  1 2
 MM0144  NGVD 29 (??/??/92)  859.657  (m)         2820.39   (f) ADJ UNCH    1 2
 MM0144
 MM0144.Superseded values are not recommended for survey control.
 MM0144
 MM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0144.See file dsdata.pdf to determine how the superseded data were derived.
 MM0144
 MM0144_MARKER: P = PIPE CAP
 MM0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0144_STAMPING: 2820.427 SIDNEY
 MM0144_MARK LOGO: USGS
 MM0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0144
 MM0144  HISTORY     - Date     Condition        Report By
 MM0144  HISTORY     - 1899     MONUMENTED       USGS
 MM0144  HISTORY     - 1958     GOOD             CGS
 MM0144
 MM0144                          STATION DESCRIPTION
 MM0144
 MM0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MM0144'3.7 MI S FROM NORTH PLATTE.
 MM0144'3.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, AND AT
 MM0144'THE UNIVERSITY OF NEBRASKA EXPERIMENTAL FARM.  THE MARK IS 5
 MM0144'FEET EAST OF AN OREGON TRAIL MONUMENT AND 6 FEET WEST OF THE WEST
 MM0144'CURB LINE OF THE ENTRANCE ROAD TO THE UNIVERSITY OF NEBRASKA
 MM0144'EXPERIMENTAL FARM.  NOTE-- THE DISK HAS BEEN RESTAMPED 2820.427.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0017 ***********************************************************************
 LJ0017  DESIGNATION -  2826
 LJ0017  PID         -  LJ0017
 LJ0017  STATE/COUNTY-  NE/FRONTIER
 LJ0017  COUNTRY     -  US
 LJ0017  USGS QUAD   -  MOOREFIELD (2017)
 LJ0017
 LJ0017                         *CURRENT SURVEY CONTROL
 LJ0017  ______________________________________________________________________
 LJ0017* NAD 83(1986) POSITION- 40 41 29.     (N) 100 23 51.     (W)   SCALED
 LJ0017* NAVD 88 ORTHO HEIGHT -   861.073 (meters)     2825.04  (feet) ADJUSTED
 LJ0017  ______________________________________________________________________
 LJ0017  GEOID HEIGHT    -        -23.241 (meters)                     GEOID18
 LJ0017  DYNAMIC HEIGHT  -        860.539 (meters)     2823.29  (feet) COMP
 LJ0017  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 LJ0017
 LJ0017  VERT ORDER      -  SECOND    CLASS 0
 LJ0017
 LJ0017.The horizontal coordinates were scaled from a map and have
 LJ0017.an estimated accuracy of +/- 6 seconds.
 LJ0017
 LJ0017.The orthometric height was determined by differential leveling and
 LJ0017.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0017.in June 1991.
 LJ0017
 LJ0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0017.GEOID18 height accuracy estimate available here.
 LJ0017
 LJ0017.Click photographs - Photos may exist for this station.
 LJ0017
 LJ0017.The dynamic height is computed by dividing the NAVD 88
 LJ0017.geopotential number by the normal gravity value computed on the
 LJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0017.degrees latitude (g = 980.6199 gals.).
 LJ0017
 LJ0017.The modeled gravity was interpolated from observed gravity values.
 LJ0017
 LJ0017;                    North         East    Units  Estimated Accuracy
 LJ0017;SPC NE       -    95,350.      466,410.      MT  (+/- 180 meters Scaled)
 LJ0017
 LJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL819054(NAD 83)
 LJ0017
 LJ0017                          SUPERSEDED SURVEY CONTROL
 LJ0017
 LJ0017  NGVD 29 (??/??/92)  860.734  (m)         2823.92   (f) ADJ UNCH    2 0
 LJ0017
 LJ0017.Superseded values are not recommended for survey control.
 LJ0017
 LJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0017.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0017
 LJ0017_MARKER: DB = BENCH MARK DISK
 LJ0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0017_STAMPING: 2826 SIDNEY
 LJ0017_MARK LOGO: USGS
 LJ0017_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0017
 LJ0017  HISTORY     - Date     Condition        Report By
 LJ0017  HISTORY     - 1899     MONUMENTED       USGS
 LJ0017  HISTORY     - 1941     GOOD             CGS
 LJ0017
 LJ0017                          STATION DESCRIPTION
 LJ0017
 LJ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0017'AT MOOREFIELD.
 LJ0017'AT MOOREFIELD, FRONTIER COUNTY, 50 FEET EAST AND 26 FEET SOUTH
 LJ0017'OF THE EAST END OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0017'STATION, IN A PARK, AND AT RIGHT ANGLES FROM THE CENTERLINE
 LJ0017'OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LJ0017'CAP, STAMPED 2826 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LJ0017'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0151 ***********************************************************************
 MN0151  DESIGNATION -  29.02
 MN0151  PID         -  MN0151
 MN0151  STATE/COUNTY-  NE/MORRILL
 MN0151  COUNTRY     -  US
 MN0151  USGS QUAD   -  ANGORA SE (2017)
 MN0151
 MN0151                         *CURRENT SURVEY CONTROL
 MN0151  ______________________________________________________________________
 MN0151* NAD 83(1986) POSITION- 41 45 40.     (N) 103 07 23.     (W)   SCALED
 MN0151* NAVD 88 ORTHO HEIGHT -  1197.366 (meters)     3928.36  (feet) POSTED
 MN0151  ______________________________________________________________________
 MN0151  GEOID HEIGHT    -        -19.371 (meters)                     GEOID18
 MN0151  DYNAMIC HEIGHT  -       1196.60  (meters)     3925.8   (feet) COMP
 MN0151  MODELED GRAVITY -    979,944.7   (mgal)                       NAVD 88
 MN0151
 MN0151  VERT ORDER      -  * POSTED, SEE BELOW
 MN0151
 MN0151.The horizontal coordinates were scaled from a map and have
 MN0151.an estimated accuracy of +/- 6 seconds.
 MN0151
 MN0151.The orthometric height was determined by differential leveling
 MN0151.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0151
 MN0151.* This is a POSTED BENCH MARK height.
 MN0151
 MN0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0151.GEOID18 height accuracy estimate available here.
 MN0151
 MN0151.Click photographs - Photos may exist for this station.
 MN0151
 MN0151.The dynamic height is computed by dividing the NAVD 88
 MN0151.geopotential number by the normal gravity value computed on the
 MN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0151.degrees latitude (g = 980.6199 gals.).
 MN0151
 MN0151.The modeled gravity was interpolated from observed gravity values.
 MN0151
 MN0151;                    North         East    Units  Estimated Accuracy
 MN0151;SPC NE       -   218,720.      240,430.      MT  (+/- 180 meters Scaled)
 MN0151
 MN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG560249(NAD 83)
 MN0151
 MN0151                          SUPERSEDED SURVEY CONTROL
 MN0151
 MN0151  NGVD 29 (??/??/92) 1196.767  (m)         3926.39   (f) ADJ UNCH    1 2
 MN0151
 MN0151.Superseded values are not recommended for survey control.
 MN0151
 MN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0151.See file dsdata.pdf to determine how the superseded data were derived.
 MN0151
 MN0151_MARKER: R = RIVET
 MN0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0151_SP_SET: ABUTMENT
 MN0151_MARK LOGO: NONE
 MN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0151+STABILITY: SURFACE MOTION
 MN0151
 MN0151  HISTORY     - Date     Condition        Report By
 MN0151  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0151  HISTORY     - 1956     GOOD             CGS
 MN0151  HISTORY     - 1985     GOOD             NGS
 MN0151
 MN0151                          STATION DESCRIPTION
 MN0151
 MN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0151'7.6 MI N FROM BRIDGEPORT.
 MN0151'7.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0151'FROM THE STATION AT BRIDGEPORT, 1 1/2 POLES SOUTH OF MILEPOST
 MN0151'29, 5.9 FEET EAST OF THE EAST RAIL, 1 FOOT BELOW THE TOP OF THE
 MN0151'RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 MN0151'CONCRETE BRIDGE 29.02 OVER AN IRRIGATION CANAL, IN SECTION 28,
 MN0151'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0151
 MN0151                          STATION RECOVERY (1985)
 MN0151
 MN0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0200 ***********************************************************************
 MM0200  DESIGNATION -  2901
 MM0200  PID         -  MM0200
 MM0200  STATE/COUNTY-  NE/LINCOLN
 MM0200  COUNTRY     -  US
 MM0200  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0200
 MM0200                         *CURRENT SURVEY CONTROL
 MM0200  ______________________________________________________________________
 MM0200* NAD 83(1986) POSITION- 41 09 23.     (N) 101 07 36.     (W)   SCALED
 MM0200* NAVD 88 ORTHO HEIGHT -   901.906 (meters)     2959.00  (feet) ADJUSTED
 MM0200  ______________________________________________________________________
 MM0200  GEOID HEIGHT    -        -21.841 (meters)                     GEOID18
 MM0200  DYNAMIC HEIGHT  -        901.360 (meters)     2957.21  (feet) COMP
 MM0200  MODELED GRAVITY -    979,988.2   (mgal)                       NAVD 88
 MM0200
 MM0200  VERT ORDER      -  FIRST     CLASS II
 MM0200
 MM0200.The horizontal coordinates were scaled from a map and have
 MM0200.an estimated accuracy of +/- 6 seconds.
 MM0200
 MM0200.The orthometric height was determined by differential leveling and
 MM0200.adjusted by the NATIONAL GEODETIC SURVEY
 MM0200.in June 1991.
 MM0200
 MM0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0200.GEOID18 height accuracy estimate available here.
 MM0200
 MM0200.Click photographs - Photos may exist for this station.
 MM0200
 MM0200.The dynamic height is computed by dividing the NAVD 88
 MM0200.geopotential number by the normal gravity value computed on the
 MM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0200.degrees latitude (g = 980.6199 gals.).
 MM0200
 MM0200.The modeled gravity was interpolated from observed gravity values.
 MM0200
 MM0200;                    North         East    Units  Estimated Accuracy
 MM0200;SPC NE       -   147,510.      405,470.      MT  (+/- 180 meters Scaled)
 MM0200
 MM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL215582(NAD 83)
 MM0200
 MM0200                          SUPERSEDED SURVEY CONTROL
 MM0200
 MM0200  NGVD 29 (??/??/92)  901.530  (m)         2957.77   (f) ADJ UNCH    1 2
 MM0200
 MM0200.Superseded values are not recommended for survey control.
 MM0200
 MM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0200.See file dsdata.pdf to determine how the superseded data were derived.
 MM0200
 MM0200_MARKER: P = PIPE CAP
 MM0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0200_STAMPING: 2901 SIDNEY
 MM0200_MARK LOGO: USGS
 MM0200_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0200
 MM0200  HISTORY     - Date     Condition        Report By
 MM0200  HISTORY     - UNK      MONUMENTED       USGS
 MM0200  HISTORY     - 1933     GOOD             CGS
 MM0200  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0200
 MM0200                          STATION DESCRIPTION
 MM0200
 MM0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0200'AT SUTHERLAND.
 MM0200'AT SUTHERLAND, LINCOLN COUNTY, 203.5 FEET EAST OF THE EAST END
 MM0200'OF THE UNION PACIFIC RAILROAD STATION, AT MILEAGE 303.43, 31.5
 MM0200'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND
 MM0200'4.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SIDETRACK.  A
 MM0200'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, ERRONEOUSLY
 MM0200'STAMPED 2901 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 MM0200'IRON PIPE ABOUT FLUSH WITH THE GROUND.
 MM0200
 MM0200                          STATION RECOVERY (1986)
 MM0200
 MM0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0200'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0111 ***********************************************************************
 MM0111  DESIGNATION -  2903.7
 MM0111  PID         -  MM0111
 MM0111  STATE/COUNTY-  NE/LINCOLN
 MM0111  COUNTRY     -  US
 MM0111  USGS QUAD   -  HERSHEY WEST (2017)
 MM0111
 MM0111                         *CURRENT SURVEY CONTROL
 MM0111  ______________________________________________________________________
 MM0111* NAD 83(1986) POSITION- 41 09 33.     (N) 101 00 13.     (W)   SCALED
 MM0111* NAVD 88 ORTHO HEIGHT -   885.416 (meters)     2904.90  (feet) ADJUSTED
 MM0111  ______________________________________________________________________
 MM0111  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 MM0111  DYNAMIC HEIGHT  -        884.890 (meters)     2903.18  (feet) COMP
 MM0111  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 MM0111
 MM0111  VERT ORDER      -  FIRST     CLASS II
 MM0111
 MM0111.The horizontal coordinates were scaled from a map and have
 MM0111.an estimated accuracy of +/- 6 seconds.
 MM0111
 MM0111.The orthometric height was determined by differential leveling and
 MM0111.adjusted by the NATIONAL GEODETIC SURVEY
 MM0111.in June 1991.
 MM0111
 MM0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0111.GEOID18 height accuracy estimate available here.
 MM0111
 MM0111.Click photographs - Photos may exist for this station.
 MM0111
 MM0111.The dynamic height is computed by dividing the NAVD 88
 MM0111.geopotential number by the normal gravity value computed on the
 MM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0111.degrees latitude (g = 980.6199 gals.).
 MM0111
 MM0111.The modeled gravity was interpolated from observed gravity values.
 MM0111
 MM0111;                    North         East    Units  Estimated Accuracy
 MM0111;SPC NE       -   147,690.      415,790.      MT  (+/- 180 meters Scaled)
 MM0111
 MM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL318583(NAD 83)
 MM0111
 MM0111                          SUPERSEDED SURVEY CONTROL
 MM0111
 MM0111  NGVD 29 (??/??/92)  885.048  (m)         2903.70   (f) ADJ UNCH    1 2
 MM0111
 MM0111.Superseded values are not recommended for survey control.
 MM0111
 MM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0111.See file dsdata.pdf to determine how the superseded data were derived.
 MM0111
 MM0111_MARKER: DB = BENCH MARK DISK
 MM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0111_MARK LOGO: USGS
 MM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0111+STABILITY: SURFACE MOTION
 MM0111
 MM0111  HISTORY     - Date     Condition        Report By
 MM0111  HISTORY     - UNK      MONUMENTED       USGS
 MM0111  HISTORY     - 1933     GOOD             CGS
 MM0111  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0111
 MM0111                          STATION DESCRIPTION
 MM0111
 MM0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0111'AT HERSHEY.
 MM0111'AT HERSHEY, LINCOLN COUNTY, ABOUT 151 FEET WEST OF THE WEST
 MM0111'END OF THE UNION PACIFIC RAILROAD STATION, ABOUT 6 POLES EAST
 MM0111'OF MILEPOST 297, 10.2 FEET NORTH OF THE NORTH RAIL OF THE
 MM0111'NORTH MAIN TRACK, AND 40 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0111'NORTH SIDETRACK.  A BRONZE PLUG SET IN A STONE SLAB.  NOTE-- THE
 MM0111'TABLET HAS BEEN KNOCKED OFF, BUT THE BRONZE PLUG IS STILL FIRM.
 MM0111
 MM0111                          STATION RECOVERY (1986)
 MM0111
 MM0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0111'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0138 ***********************************************************************
 MM0138  DESIGNATION -  2946
 MM0138  PID         -  MM0138
 MM0138  STATE/COUNTY-  NE/LOGAN
 MM0138  COUNTRY     -  US
 MM0138  USGS QUAD   -  STAPLETON (2017)
 MM0138
 MM0138                         *CURRENT SURVEY CONTROL
 MM0138  ______________________________________________________________________
 MM0138* NAD 83(1986) POSITION- 41 28 49.     (N) 100 31 12.     (W)   SCALED
 MM0138* NAVD 88 ORTHO HEIGHT -   894.633 (meters)     2935.14  (feet) ADJUSTED
 MM0138  ______________________________________________________________________
 MM0138  GEOID HEIGHT    -        -21.865 (meters)                     GEOID18
 MM0138  DYNAMIC HEIGHT  -        894.137 (meters)     2933.51  (feet) COMP
 MM0138  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 MM0138
 MM0138  VERT ORDER      -  SECOND    CLASS 0
 MM0138
 MM0138.The horizontal coordinates were scaled from a map and have
 MM0138.an estimated accuracy of +/- 6 seconds.
 MM0138
 MM0138.The orthometric height was determined by differential leveling and
 MM0138.adjusted by the NATIONAL GEODETIC SURVEY
 MM0138.in June 1991.
 MM0138
 MM0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0138.GEOID18 height accuracy estimate available here.
 MM0138
 MM0138.Click photographs - Photos may exist for this station.
 MM0138
 MM0138.The dynamic height is computed by dividing the NAVD 88
 MM0138.geopotential number by the normal gravity value computed on the
 MM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0138.degrees latitude (g = 980.6199 gals.).
 MM0138
 MM0138.The modeled gravity was interpolated from observed gravity values.
 MM0138
 MM0138;                    North         East    Units  Estimated Accuracy
 MM0138;SPC NE       -   182,980.      456,580.      MT  (+/- 180 meters Scaled)
 MM0138
 MM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL730931(NAD 83)
 MM0138
 MM0138                          SUPERSEDED SURVEY CONTROL
 MM0138
 MM0138  NGVD 29 (??/??/92)  894.327  (m)         2934.14   (f) ADJ UNCH    2 0
 MM0138
 MM0138.Superseded values are not recommended for survey control.
 MM0138
 MM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0138.See file dsdata.pdf to determine how the superseded data were derived.
 MM0138
 MM0138_MARKER: P = PIPE CAP
 MM0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0138_STAMPING: SIDNEY 2946
 MM0138_MARK LOGO: USGS
 MM0138_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0138
 MM0138  HISTORY     - Date     Condition        Report By
 MM0138  HISTORY     - UNK      MONUMENTED       USGS
 MM0138  HISTORY     - 1934     GOOD             CGS
 MM0138  HISTORY     - 20040810 GOOD             USPSQD
 MM0138
 MM0138                          STATION DESCRIPTION
 MM0138
 MM0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0138'0.3 MI W FROM STAPLETON.
 MM0138'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 MM0138'AT STAPLETON, LOGAN COUNTY, ABOUT 117 FEET EAST OF A CITY-LIMIT
 MM0138'SIGN, ABOUT 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 MM0138'HOUSE, AND 41.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 MM0138'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED SIDNEY
 MM0138'2946 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MM0138
 MM0138                          STATION RECOVERY (2004)
 MM0138
 MM0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0138'MARK FOUND GOOD. THE STATE HIGHWAY NORTH OF THE MARK IS NOW STATE
 MM0138'HIGHWAY 92. THE MARK IS 6 FEET NORTHEAST OF A 2 1/2 FOOT DIAMETER ELM
 MM0138'TREE, 15 FEET EAST-NORTHEAST OF A COUNTY ROW MARKER, 100 FEET WEST OF
 MM0138'POWER POLE 075 02 48 IN THE NORTHWEST EDGE OF THE TOWN OF STAPLETON,
 MM0138'SET IN AN 8 INCH SQUARE BLOCK OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0136 ***********************************************************************
 MM0136  DESIGNATION -  2947
 MM0136  PID         -  MM0136
 MM0136  STATE/COUNTY-  NE/LOGAN
 MM0136  COUNTRY     -  US
 MM0136  USGS QUAD   -  STAPLETON (2017)
 MM0136
 MM0136                         *CURRENT SURVEY CONTROL
 MM0136  ______________________________________________________________________
 MM0136* NAD 83(1986) POSITION- 41 28 50.     (N) 100 33 38.     (W)   SCALED
 MM0136* NAVD 88 ORTHO HEIGHT -   894.810 (meters)     2935.72  (feet) ADJUSTED
 MM0136  ______________________________________________________________________
 MM0136  GEOID HEIGHT    -        -21.859 (meters)                     GEOID18
 MM0136  DYNAMIC HEIGHT  -        894.311 (meters)     2934.09  (feet) COMP
 MM0136  MODELED GRAVITY -    980,035.2   (mgal)                       NAVD 88
 MM0136
 MM0136  VERT ORDER      -  SECOND    CLASS 0
 MM0136
 MM0136.The horizontal coordinates were scaled from a map and have
 MM0136.an estimated accuracy of +/- 6 seconds.
 MM0136
 MM0136.The orthometric height was determined by differential leveling and
 MM0136.adjusted by the NATIONAL GEODETIC SURVEY
 MM0136.in June 1991.
 MM0136
 MM0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0136.GEOID18 height accuracy estimate available here.
 MM0136
 MM0136.Click photographs - Photos may exist for this station.
 MM0136
 MM0136.The dynamic height is computed by dividing the NAVD 88
 MM0136.geopotential number by the normal gravity value computed on the
 MM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0136.degrees latitude (g = 980.6199 gals.).
 MM0136
 MM0136.The modeled gravity was interpolated from observed gravity values.
 MM0136
 MM0136;                    North         East    Units  Estimated Accuracy
 MM0136;SPC NE       -   183,040.      453,200.      MT  (+/- 180 meters Scaled)
 MM0136
 MM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL697932(NAD 83)
 MM0136
 MM0136                          SUPERSEDED SURVEY CONTROL
 MM0136
 MM0136  NGVD 29 (??/??/92)  894.498  (m)         2934.70   (f) ADJ UNCH    2 0
 MM0136
 MM0136.Superseded values are not recommended for survey control.
 MM0136
 MM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0136.See file dsdata.pdf to determine how the superseded data were derived.
 MM0136
 MM0136_MARKER: P = PIPE CAP
 MM0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0136_STAMPING: SIDNEY 2947
 MM0136_MARK LOGO: USGS
 MM0136_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0136
 MM0136  HISTORY     - Date     Condition        Report By
 MM0136  HISTORY     - UNK      MONUMENTED       USGS
 MM0136  HISTORY     - 1934     GOOD             CGS
 MM0136
 MM0136                          STATION DESCRIPTION
 MM0136
 MM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0136'2.5 MI W FROM STAPLETON.
 MM0136'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0136'COURTHOUSE AT STAPLETON, LOGAN COUNTY, ABOUT 200 FEET NORTH OF
 MM0136'THE E.B. LAMBERT HOUSE, 25 FEET NORTH OF THE CENTER LINE OF THE
 MM0136'HIGHWAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED
 MM0136'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED SIDNEY 2947 AND
 MM0136'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4098 ***********************************************************************
 AB4098  CBN         -  This is a Cooperative Base Network Control Station.
 AB4098  DESIGNATION -  3 DOS
 AB4098  PID         -  AB4098
 AB4098  STATE/COUNTY-  NE/CUMING
 AB4098  COUNTRY     -  US
 AB4098  USGS QUAD   -  DODGE (2017)
 AB4098
 AB4098                         *CURRENT SURVEY CONTROL
 AB4098  ______________________________________________________________________
 AB4098* NAD 83(2011) POSITION- 41 44 34.80623(N) 096 58 12.30105(W)   ADJUSTED
 AB4098* NAD 83(2011) ELLIP HT-   474.995 (meters)        (06/27/12)   ADJUSTED
 AB4098* NAD 83(2011) EPOCH   -  2010.00
 AB4098* NAVD 88 ORTHO HEIGHT -   500.3   (meters)     1641.    (feet) GPS OBS
 AB4098  ______________________________________________________________________
 AB4098  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4098  GEOID HEIGHT    -        -25.213 (meters)                     GEOID99
 AB4098  GEOID HEIGHT    -        -25.255 (meters)                     GEOID18
 AB4098  NAD 83(2011) X  -   -578,408.523 (meters)                     COMP
 AB4098  NAD 83(2011) Y  - -4,731,180.662 (meters)                     COMP
 AB4098  NAD 83(2011) Z  -  4,224,664.248 (meters)                     COMP
 AB4098  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 AB4098
 AB4098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4098  Standards:
 AB4098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4098  -------------------------------------------------------------------
 AB4098  NETWORK    0.41   1.02           0.19   0.13   0.52      0.02447567
 AB4098  -------------------------------------------------------------------
 AB4098  Click here for local accuracies and other accuracy information.
 AB4098
 AB4098.The horizontal coordinates were established by GPS observations
 AB4098.and adjusted by the National Geodetic Survey in June 2012.
 AB4098
 AB4098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4098.been affixed to the stable North American tectonic plate. See 
 AB4098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4098
 AB4098.The horizontal coordinates are valid at the epoch date displayed above
 AB4098.which is a decimal equivalence of Year/Month/Day.
 AB4098
 AB4098.The orthometric height was determined by GPS observations and a
 AB4098.high-resolution geoid model.
 AB4098
 AB4098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4098.GEOID18 height accuracy estimate available here.
 AB4098
 AB4098.Click photographs - Photos may exist for this station.
 AB4098
 AB4098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4098
 AB4098.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4098
 AB4098.The ellipsoidal height was determined by GPS observations
 AB4098.and is referenced to NAD 83.
 AB4098
 AB4098. The following values were computed from the NAD 83(2011) position.
 AB4098
 AB4098;                    North         East     Units Scale Factor Converg.
 AB4098;SPC NE       -   216,436.521   751,902.960   MT  0.99966713   +2 00 28.5
 AB4098;SPC NE       -   710,092.15  2,466,868.29   sFT  0.99966713   +2 00 28.5
 AB4098;UTM  14      - 4,623,233.823   668,791.662   MT  0.99995060   +1 21 06.5
 AB4098
 AB4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4098!SPC NE       -   0.99992550  x   0.99966713  =   0.99959266
 AB4098!UTM  14      -   0.99992550  x   0.99995060  =   0.99987611
 AB4098
 AB4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6879123233(NAD 83)
 AB4098
 AB4098                          SUPERSEDED SURVEY CONTROL
 AB4098
 AB4098  NAD 83(2007)-  41 44 34.80619(N)    096 58 12.30172(W) AD(2002.00) 0
 AB4098  ELLIP H (02/10/07)  475.019  (m)                       GP(2002.00)    
 AB4098  ELLIP H (07/10/01)  474.998  (m)                       GP(       ) 4 1
 AB4098  NAD 83(1995)-  41 44 34.80624(N)    096 58 12.30121(W) AD(       ) B
 AB4098  ELLIP H (06/25/96)  475.058  (m)                       GP(       ) 1 1
 AB4098  NAVD 88 (06/25/96)  500.2    (m)  GEOID93  model used  GPS OBS        
 AB4098
 AB4098.Superseded values are not recommended for survey control.
 AB4098
 AB4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4098.See file dsdata.pdf to determine how the superseded data were derived.
 AB4098
 AB4098_MARKER: DB = BENCH MARK DISK
 AB4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4098_STAMPING: ET 3 DOS 1965
 AB4098_MARK LOGO: USGS
 AB4098_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4098+STABILITY: SURFACE MOTION
 AB4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4098+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 AB4098
 AB4098  HISTORY     - Date     Condition        Report By
 AB4098  HISTORY     - 1965     MONUMENTED       USGS
 AB4098  HISTORY     - 19950509 GOOD             NGS
 AB4098  HISTORY     - 20000605 GOOD             NEDR
 AB4098  HISTORY     - 20210902 GOOD             NEGS
 AB4098
 AB4098                          STATION DESCRIPTION
 AB4098
 AB4098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4098'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) WEST OF THE NORTHEAST
 AB4098'CORNER OF COLFAX COUNTY, 2 MI (3.2 KM) NORTHEAST OF HOWELLS, 2 MI (3.2
 AB4098'KM) NORTH OF STATE HIGHWAY 92, ON THE NORTH RIGHT-OF-WAY OF A GRADED
 AB4098'COUNTY ROAD BETWEEN CUMING AND COLFAX COUNTIES, ON ROAD RIGHT-OF-WAY
 AB4098'AND NEAR THE SOUTH 1/4 CORNER, SEC33, T21N, R4E.  TO REACH THE MARK
 AB4098'FROM THE HOWELLS POST OFFICE, GO NORTH ON A PAVED ROAD FOR 1.25 MI
 AB4098'(2.01 KM) TO A CURVE, THE SOUTHEAST CORNER OF A CEMETERY AND A GRADED
 AB4098'CROSSROAD.  TURN RIGHT AND GO EAST ON A COUNTY ROAD FOR 1.65 MI (2.66
 AB4098'KM) TO THE MARK ON THE LEFT, AT THE CREST OF A HIGH HILL.  THE DISK IS
 AB4098'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3
 AB4098'FT (9.1 CM) ABOVE THE GROUND.  IT IS 29.0 FT (8.8 M) NORTH OF THE
 AB4098'CENTERLINE OF THE ROAD, 5.0 FT (1.5 M) WEST-SOUTHWEST FROM A UTILITY
 AB4098'POLE, 3.0 FT (0.9 M) EAST FROM A FIBERGLASS WITNESS POST, 1.5 FT (0.5
 AB4098'M) SOUTH FROM A METAL WITNESS POST AND IS ABOUT 1.5 FT (0.5 M) LOWER
 AB4098'THAN THE ROAD.  A LENGTH OF REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF
 AB4098'THE MARK.
 AB4098
 AB4098                          STATION RECOVERY (2000)
 AB4098
 AB4098'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4098'RECOVERED AS DESCRIBED.
 AB4098
 AB4098                          STATION RECOVERY (2021)
 AB4098
 AB4098'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (AP)
 AB4098'TO REACH FROM THE INTERSECTION OF MAIN ST. AND COUNTY ROAD 14 IN
 AB4098'HOWELLS, NE., GO NORTH ON COUNTY ROAD 14 APPROXIMATELY 1 MI (1.6 KM)
 AB4098'TO THE INTERSECTION OF COUNTY ROAD 14 AND COUNTY ROAD A.  TURN RIGHT
 AB4098'(EAST) ON COUNTY ROAD A AND GO APPROXIMATELY 1.64 MI (2.64 KM) TO THE
 AB4098'MARK ON THE LEFT (NORTH).  THE MARK IS 2.92 FT (0.9 M) EAST OF AN
 AB4098'ORANGE WITNESS POST, 1.7 FT (0.5 M) SOUTH OF METAL WITNESS POST, 5.0
 AB4098'FT (1.5 M) WEST-SOUTHWEST OF UTILITY POLE AND 28.5 FT (8.7 M) NORTH OF
 AB4098'THE APPROXIMATELY CENTERLINE OF COUNTY ROAD A.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0132 ***********************************************************************
 NO0132  DESIGNATION -  3 HT
 NO0132  PID         -  NO0132
 NO0132  STATE/COUNTY-  NE/CHERRY
 NO0132  COUNTRY     -  US
 NO0132  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0132
 NO0132                         *CURRENT SURVEY CONTROL
 NO0132  ______________________________________________________________________
 NO0132* NAD 83(1986) POSITION- 42 53 00.91   (N) 100 38 35.43   (W)   HD_HELD1
 NO0132* NAVD 88 ORTHO HEIGHT -   806.737 (meters)     2646.77  (feet) ADJUSTED
 NO0132  ______________________________________________________________________
 NO0132  GEOID HEIGHT    -        -21.671 (meters)                     GEOID18
 NO0132  DYNAMIC HEIGHT  -        806.415 (meters)     2645.71  (feet) COMP
 NO0132  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 NO0132
 NO0132  VERT ORDER      -  FIRST     CLASS II
 NO0132
 NO0132.The horizontal coordinates were determined by differentially corrected
 NO0132.hand held GPS observations or other comparable positioning techniques
 NO0132.and have an estimated accuracy of +/- 3 meters.
 NO0132
 NO0132.The orthometric height was determined by differential leveling and
 NO0132.adjusted by the NATIONAL GEODETIC SURVEY
 NO0132.in June 1991.
 NO0132
 NO0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0132.GEOID18 height accuracy estimate available here.
 NO0132
 NO0132.Click photographs - Photos may exist for this station.
 NO0132
 NO0132.The dynamic height is computed by dividing the NAVD 88
 NO0132.geopotential number by the normal gravity value computed on the
 NO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0132.degrees latitude (g = 980.6199 gals.).
 NO0132
 NO0132.The modeled gravity was interpolated from observed gravity values.
 NO0132
 NO0132;                    North         East    Units  Estimated Accuracy
 NO0132;SPC NE       -   338,884.4     447,459.2     MT  (+/- 3 meters HH1 GPS) 
 NO0132
 NO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6581349196(NAD 83)
 NO0132
 NO0132                          SUPERSEDED SURVEY CONTROL
 NO0132
 NO0132  NGVD 29 (??/??/92)  806.444  (m)         2645.81   (f) ADJ UNCH    1 2
 NO0132
 NO0132.Superseded values are not recommended for survey control.
 NO0132
 NO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0132.See file dsdata.pdf to determine how the superseded data were derived.
 NO0132
 NO0132_MARKER: DD = SURVEY DISK
 NO0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0132_STAMPING: 3 HT 1947
 NO0132_MARK LOGO: USGS
 NO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0132+STABILITY: SURFACE MOTION
 NO0132
 NO0132  HISTORY     - Date     Condition        Report By
 NO0132  HISTORY     - 1947     MONUMENTED       USGS
 NO0132  HISTORY     - 1957     GOOD             CGS
 NO0132
 NO0132                          STATION DESCRIPTION
 NO0132
 NO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0132'5 MI W FROM VALENTINE.
 NO0132'ABOUT 4.95 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0132'FROM THE STATION AT VALENTINE, IN SECTION 29 OR 30, T. 34 N.,
 NO0132'R. 28 E., 19 POLES EAST OF MILE POST 295, 328 FEET SOUTH-SOUTHWEST
 NO0132'AND ACROSS U.S. HIGHWAY 20 FROM THE NEAR RAIL, 43 FEET SOUTH-SOUTHWEST
 NO0132'OF THE CENTER LINE OF THE HIGHWAY, ON THE CREST OF A SAND HILL, 4
 NO0132'FEET SOUTH OF A FENCE LINE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 NO0132'HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 18 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0123 ***********************************************************************
 NP0123  DESIGNATION -  3.83
 NP0123  PID         -  NP0123
 NP0123  STATE/COUNTY-  NE/BOX BUTTE
 NP0123  COUNTRY     -  US
 NP0123  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0123
 NP0123                         *CURRENT SURVEY CONTROL
 NP0123  ______________________________________________________________________
 NP0123* NAD 83(1986) POSITION- 42 03 08.     (N) 102 54 34.     (W)   SCALED
 NP0123* NAVD 88 ORTHO HEIGHT -  1207.731 (meters)     3962.36  (feet) ADJUSTED
 NP0123  ______________________________________________________________________
 NP0123  GEOID HEIGHT    -        -18.782 (meters)                     GEOID18
 NP0123  DYNAMIC HEIGHT  -       1207.013 (meters)     3960.01  (feet) COMP
 NP0123  MODELED GRAVITY -    979,985.8   (mgal)                       NAVD 88
 NP0123
 NP0123  VERT ORDER      -  FIRST     CLASS II
 NP0123
 NP0123.The horizontal coordinates were scaled from a map and have
 NP0123.an estimated accuracy of +/- 6 seconds.
 NP0123
 NP0123.The orthometric height was determined by differential leveling and
 NP0123.adjusted by the NATIONAL GEODETIC SURVEY
 NP0123.in June 1991.
 NP0123
 NP0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0123.GEOID18 height accuracy estimate available here.
 NP0123
 NP0123.Click photographs - Photos may exist for this station.
 NP0123
 NP0123.The dynamic height is computed by dividing the NAVD 88
 NP0123.geopotential number by the normal gravity value computed on the
 NP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0123.degrees latitude (g = 980.6199 gals.).
 NP0123
 NP0123.The modeled gravity was interpolated from observed gravity values.
 NP0123
 NP0123;                    North         East    Units  Estimated Accuracy
 NP0123;SPC NE       -   250,410.      259,260.      MT  (+/- 180 meters Scaled)
 NP0123
 NP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG729576(NAD 83)
 NP0123
 NP0123                          SUPERSEDED SURVEY CONTROL
 NP0123
 NP0123  NGVD 29 (??/??/92) 1207.139  (m)         3960.42   (f) ADJ UNCH    1 2
 NP0123
 NP0123.Superseded values are not recommended for survey control.
 NP0123
 NP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0123.See file dsdata.pdf to determine how the superseded data were derived.
 NP0123
 NP0123_MARKER: R = RIVET
 NP0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0123_SP_SET: ABUTMENT
 NP0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0123
 NP0123  HISTORY     - Date     Condition        Report By
 NP0123  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0123  HISTORY     - 1956     GOOD             CGS
 NP0123  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0123
 NP0123                          STATION DESCRIPTION
 NP0123
 NP0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0123'3.8 MI SW FROM ALLIANCE.
 NP0123'3.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0123'RAILROAD FROM THE STATION AT ALLIANCE, 5.5 FEET EAST OF THE EAST
 NP0123'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 NP0123'EAST END OF THE SOUTH ABUTMENT OF BRIDGE 3.83 OVER SNAKE CREEK,
 NP0123'IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 24 NORTH, RANGE 48
 NP0123'WEST.
 NP0123
 NP0123                          STATION RECOVERY (1985)
 NP0123
 NP0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0123'NOT RECOVERED.  RAILROAD CONSTRUCTION IN THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1424 ***********************************************************************
 LF1424  DESIGNATION -  300
 LF1424  PID         -  LF1424
 LF1424  STATE/COUNTY-  NE/CASS
 LF1424  COUNTRY     -  US
 LF1424  USGS QUAD   -  MCPAUL (2018)
 LF1424
 LF1424                         *CURRENT SURVEY CONTROL
 LF1424  ______________________________________________________________________
 LF1424* NAD 83(1995) POSITION- 40 52 18.66850(N) 095 50 41.67228(W)   ADJUSTED
 LF1424* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 LF1424  ______________________________________________________________________
 LF1424  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 LF1424  LAPLACE CORR    -        -11.18  (seconds)                    DEFLEC18
 LF1424  HORZ ORDER      -  THIRD
 LF1424
 LF1424.The horizontal coordinates were established by classical geodetic methods
 LF1424.and adjusted by the National Geodetic Survey in August 1997.
 LF1424
 LF1424.The orthometric height was scaled from a topographic map.
 LF1424
 LF1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1424.GEOID18 height accuracy estimate available here.
 LF1424
 LF1424.Click photographs - Photos may exist for this station.
 LF1424
 LF1424.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1424
 LF1424. The following values were computed from the NAD 83(1995) position.
 LF1424
 LF1424;                    North         East     Units Scale Factor Converg.
 LF1424;SPC NE       -   123,716.624   850,032.490   MT  0.99971937   +2 45 12.8
 LF1424;SPC NE       -   405,893.62  2,788,814.93   sFT  0.99971937   +2 45 12.8
 LF1424;UTM  15      - 4,528,428.065   260,261.668   MT  1.00030746   -1 51 45.0
 LF1424
 LF1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1424!SPC NE       -   0.99995138  x   0.99971937  =   0.99967077
 LF1424!UTM  15      -   0.99995138  x   1.00030746  =   1.00025883
 LF1424
 LF1424:                Primary Azimuth Mark                     Grid Az
 LF1424:SPC NE       -  300 AZ MK                                286 05 16.5
 LF1424:UTM  15      -  300 AZ MK                                290 42 14.3
 LF1424
 LF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6026128428(NAD 83)
 LF1424
 LF1424|---------------------------------------------------------------------|
 LF1424| PID    Reference Object                     Distance      Geod. Az  |
 LF1424|                                                           dddmmss.s |
 LF1424| CL6690 300 RM 1                              7.937 METERS 09827     |
 LF1424| CL6689 300 AZ MK                                          2885029.3 |
 LF1424| CL6691 300 RM 2                              8.179 METERS 33653     |
 LF1424|---------------------------------------------------------------------|
 LF1424
 LF1424                          SUPERSEDED SURVEY CONTROL
 LF1424
 LF1424  NAD 83(1986)-  40 52 18.67692(N)    095 50 41.66798(W) AD(       ) 3
 LF1424  NAD 27      -  40 52 18.68100(N)    095 50 40.64300(W) AD(       ) 3
 LF1424
 LF1424.Superseded values are not recommended for survey control.
 LF1424
 LF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1424.See file dsdata.pdf to determine how the superseded data were derived.
 LF1424
 LF1424_MARKER: P = PIPE CAP
 LF1424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1424_STAMPING: 300
 LF1424_MARK LOGO: MORC
 LF1424_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1424+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 LF1424
 LF1424  HISTORY     - Date     Condition        Report By
 LF1424  HISTORY     - UNK      MONUMENTED       MORC
 LF1424  HISTORY     - 1947     GOOD             CGS
 LF1424  HISTORY     - 20041229 GOOD             GEOCAC
 LF1424
 LF1424                          STATION DESCRIPTION
 LF1424
 LF1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1424'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF UNION, 5.5
 LF1424'MILES SOUTHEAST OF MURRAY, IN A PASTURE ON THE SOUTHEAST POINT OF
 LF1424'RIDGE OVERLOOKING THE MISSOURI RIVER TO THE EAST AND 61 FEET EAST
 LF1424'OF THE WIRE FENCE ALONG THE WEST SIDE OF PASTURE.  THE MARK IS A
 LF1424'2 INCH PIPE EMBEDDED IN AN 18 INCH SQUARE CONCRETE BLOCK WITH
 LF1424'A BRONZE CAP HAVING US AND A TRIANGLE MARKING THE CENTER CAST ON
 LF1424'ITS FACE.  THE PIPE PROJECTS 3 INCHES AND THE CAP IS STAMPED
 LF1424'300.
 LF1424'
 LF1424'REFERENCE MARK NO. 1 IS 26.04 FEET EAST-SOUTHEAST OF THE STATION
 LF1424'AND 39 FEET WEST OF A 15 INCH OAK TREE.  THE MARK IS SET IN A
 LF1424'5 INCH GALVANIZED PIPE FILLED WITH CONCRETE WHICH PROJECTS 6
 LF1424'INCHES AND THE DISK IS STAMPED 300 M.R.C. 1947 NO 1.
 LF1424'
 LF1424'REFERENCE MARK NO. 2 IS 26.83 FEET NORTHWEST OF THE STATION AND
 LF1424'49 FEET EAST OF THE PASTURE FENCE.  THE MARK IS SET IN A 5 INCH
 LF1424'GALVANIZED PIPE FILLED WITH CONCRETE WHICH PROJECTS 6 INCHES AND
 LF1424'THE DISK IS STAMPED 300 M.R.C. 1947 NO 2.
 LF1424'
 LF1424'AZIMUTH MARK IS ABOUT 0.75 MILE WEST-NORTHWEST OF THE STATION IN A
 LF1424'FARM YARD, 37 FEET EAST OF A WINDMILL AND 17 FEET NORTH OF THE
 LF1424'CORRAL FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LF1424'300 M.R.C. 1947.
 LF1424'
 LF1424'TO REACH THE JUNCTION OF US HIGHWAYS 75 AND 34 IN PLATTSMOUTH, GO
 LF1424'SOUTH ON BOTH HIGHWAYS FOR 7.3 MILES TO CROSSROADS AT THE
 LF1424'JUNCTION OF STATE HIGHWAY 1, CONTINUE ON HIGHWAY 75 AND 34 FOR
 LF1424'2.1 MILES TO CROSSROADS, TURN LEFT ON DIRT ROAD FOR 3.1 MILES TO A
 LF1424'T ROAD RIGHT, TURN RIGHT ACROSS BRIDGE AND GO 0.65 MILE TO THE
 LF1424'END OF TRUCK TRAVEL AT THE ENTRANCE TO FIELD ON THE LEFT, HERE
 LF1424'PACK SOUTHEAST ACROSS FIELDS AND ALONG TOP OF RIDGE FOR 0.75
 LF1424'MILE TO THE HIGHEST POINT AND THE STATION AT END OF RIDGE.
 LF1424'
 LF1424'TO REACH THE AZIMUTH FROM THE END OF TRUCK TRAVEL, GO SOUTH FOR
 LF1424'0.15 MILE TO A FARM HOME ON THE RIGHT AND THE MARK NEAR THE
 LF1424'WINDMILL.
 LF1424'
 LF1424'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LF1424
 LF1424                          STATION RECOVERY (2004)
 LF1424
 LF1424'RECOVERY NOTE BY GEOCACHING 2004 (MAS)
 LF1424'THIS STATION AS WELL AS REFERENCE MARKS 1 AND 2 ARE IN GREAT SHAPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0208 ***********************************************************************
 MM0208  DESIGNATION -  3060
 MM0208  PID         -  MM0208
 MM0208  STATE/COUNTY-  NE/KEITH
 MM0208  COUNTRY     -  US
 MM0208  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0208
 MM0208                         *CURRENT SURVEY CONTROL
 MM0208  ______________________________________________________________________
 MM0208* NAD 83(1986) POSITION- 41 07 22.     (N) 101 21 18.     (W)   SCALED
 MM0208* NAVD 88 ORTHO HEIGHT -   932.359 (meters)     3058.91  (feet) ADJUSTED
 MM0208  ______________________________________________________________________
 MM0208  GEOID HEIGHT    -        -21.633 (meters)                     GEOID18
 MM0208  DYNAMIC HEIGHT  -        931.782 (meters)     3057.02  (feet) COMP
 MM0208  MODELED GRAVITY -    979,973.1   (mgal)                       NAVD 88
 MM0208
 MM0208  VERT ORDER      -  FIRST     CLASS II
 MM0208
 MM0208.The horizontal coordinates were scaled from a map and have
 MM0208.an estimated accuracy of +/- 6 seconds.
 MM0208
 MM0208.The orthometric height was determined by differential leveling and
 MM0208.adjusted by the NATIONAL GEODETIC SURVEY
 MM0208.in June 1991.
 MM0208
 MM0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0208.GEOID18 height accuracy estimate available here.
 MM0208
 MM0208.Click photographs - Photos may exist for this station.
 MM0208
 MM0208.The dynamic height is computed by dividing the NAVD 88
 MM0208.geopotential number by the normal gravity value computed on the
 MM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0208.degrees latitude (g = 980.6199 gals.).
 MM0208
 MM0208.The modeled gravity was interpolated from observed gravity values.
 MM0208
 MM0208;                    North         East    Units  Estimated Accuracy
 MM0208;SPC NE       -   144,050.      386,250.      MT  (+/- 180 meters Scaled)
 MM0208
 MM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL023550(NAD 83)
 MM0208
 MM0208                          SUPERSEDED SURVEY CONTROL
 MM0208
 MM0208  NGVD 29 (??/??/92)  931.974  (m)         3057.65   (f) ADJ UNCH    1 2
 MM0208
 MM0208.Superseded values are not recommended for survey control.
 MM0208
 MM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0208.See file dsdata.pdf to determine how the superseded data were derived.
 MM0208
 MM0208_MARKER: P = PIPE CAP
 MM0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0208_STAMPING: 3060 SIDNEY
 MM0208_MARK LOGO: USGS
 MM0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0208
 MM0208  HISTORY     - Date     Condition        Report By
 MM0208  HISTORY     - UNK      MONUMENTED       USGS
 MM0208  HISTORY     - 1933     GOOD             CGS
 MM0208  HISTORY     - 1986     POOR             NGS
 MM0208
 MM0208                          STATION DESCRIPTION
 MM0208
 MM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0208'AT PAXTON.
 MM0208'AT PAXTON, KEITH COUNTY, ABOUT 250 FEET WEST OF THE WEST END OF
 MM0208'THE UNION PACIFIC RAILROAD STATION, 72 FEET SOUTHEAST OF THE
 MM0208'SOUTHEAST CORNER OF A WATER TANK, AND 25 FEET NORTH OF THE
 MM0208'NORTH RAIL OF THE NORTH MAIN TRACK.  A UNITED STATES GEOLOGICAL
 MM0208'SURVEY STANDARD CAP, STAMPED 3060 SIDNEY AND RIVETED ON THE TOP
 MM0208'OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 MM0208
 MM0208                          STATION RECOVERY (1986)
 MM0208
 MM0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0208'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0215 ***********************************************************************
 NO0215  DESIGNATION -  3106.8
 NO0215  PID         -  NO0215
 NO0215  STATE/COUNTY-  NE/CHERRY
 NO0215  COUNTRY     -  US
 NO0215  USGS QUAD   -  CODY WEST (2017)
 NO0215
 NO0215                         *CURRENT SURVEY CONTROL
 NO0215  ______________________________________________________________________
 NO0215* NAD 83(1986) POSITION- 42 56 28.     (N) 101 17 15.     (W)   SCALED
 NO0215* NAVD 88 ORTHO HEIGHT -   947.341 (meters)     3108.07  (feet) ADJUSTED
 NO0215  ______________________________________________________________________
 NO0215  GEOID HEIGHT    -        -20.283 (meters)                     GEOID18
 NO0215  DYNAMIC HEIGHT  -        946.935 (meters)     3106.74  (feet) COMP
 NO0215  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 NO0215
 NO0215  VERT ORDER      -  FIRST     CLASS II
 NO0215
 NO0215.The horizontal coordinates were scaled from a map and have
 NO0215.an estimated accuracy of +/- 6 seconds.
 NO0215
 NO0215.The orthometric height was determined by differential leveling and
 NO0215.adjusted by the NATIONAL GEODETIC SURVEY
 NO0215.in June 1991.
 NO0215
 NO0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0215.GEOID18 height accuracy estimate available here.
 NO0215
 NO0215.Click photographs - Photos may exist for this station.
 NO0215
 NO0215.The dynamic height is computed by dividing the NAVD 88
 NO0215.geopotential number by the normal gravity value computed on the
 NO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0215.degrees latitude (g = 980.6199 gals.).
 NO0215
 NO0215.The modeled gravity was interpolated from observed gravity values.
 NO0215
 NO0215;                    North         East    Units  Estimated Accuracy
 NO0215;SPC NE       -   345,860.      394,920.      MT  (+/- 180 meters Scaled)
 NO0215
 NO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN133568(NAD 83)
 NO0215
 NO0215                          SUPERSEDED SURVEY CONTROL
 NO0215
 NO0215  NGVD 29 (??/??/92)  946.962  (m)         3106.82   (f) ADJ UNCH    1 2
 NO0215
 NO0215.Superseded values are not recommended for survey control.
 NO0215
 NO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0215.See file dsdata.pdf to determine how the superseded data were derived.
 NO0215
 NO0215_MARKER: X = CHISELED CROSS
 NO0215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0215_SP_SET: CULVERT HEADWALL
 NO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0215+STABILITY: SURFACE MOTION
 NO0215
 NO0215  HISTORY     - Date     Condition        Report By
 NO0215  HISTORY     - UNK      MONUMENTED       USGS
 NO0215  HISTORY     - 1957     GOOD             CGS
 NO0215
 NO0215                          STATION DESCRIPTION
 NO0215
 NO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0215'2.2 MI W FROM CODY.
 NO0215'ABOUT 2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0215'FROM THE STATION AT CODY, IN SECTION 11, T. 34 N., R. 34 W., 16
 NO0215'FEET SOUTH OF THE SOUTH RAIL, ABOUT 6 FEET LOWER THAN THE RAIL,
 NO0215'A CHISELED SQUARE ON THE TOP OF THE EAST END OF THE SOUTH STONE
 NO0215'HEAD WALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0203 ***********************************************************************
 NO0203  DESIGNATION -  3139
 NO0203  PID         -  NO0203
 NO0203  STATE/COUNTY-  NE/CHERRY
 NO0203  COUNTRY     -  US
 NO0203  USGS QUAD   -  CODY EAST (2017)
 NO0203
 NO0203                         *CURRENT SURVEY CONTROL
 NO0203  ______________________________________________________________________
 NO0203* NAD 83(1986) POSITION- 42 55 55.     (N) 101 08 50.     (W)   SCALED
 NO0203* NAVD 88 ORTHO HEIGHT -   957.278 (meters)     3140.67  (feet) ADJUSTED
 NO0203  ______________________________________________________________________
 NO0203  GEOID HEIGHT    -        -20.587 (meters)                     GEOID18
 NO0203  DYNAMIC HEIGHT  -        956.873 (meters)     3139.34  (feet) COMP
 NO0203  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 NO0203
 NO0203  VERT ORDER      -  FIRST     CLASS II
 NO0203
 NO0203.The horizontal coordinates were scaled from a map and have
 NO0203.an estimated accuracy of +/- 6 seconds.
 NO0203
 NO0203.The orthometric height was determined by differential leveling and
 NO0203.adjusted by the NATIONAL GEODETIC SURVEY
 NO0203.in June 1991.
 NO0203
 NO0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0203.GEOID18 height accuracy estimate available here.
 NO0203
 NO0203.Click photographs - Photos may exist for this station.
 NO0203
 NO0203.The dynamic height is computed by dividing the NAVD 88
 NO0203.geopotential number by the normal gravity value computed on the
 NO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0203.degrees latitude (g = 980.6199 gals.).
 NO0203
 NO0203.The modeled gravity was interpolated from observed gravity values.
 NO0203
 NO0203;                    North         East    Units  Estimated Accuracy
 NO0203;SPC NE       -   344,680.      406,360.      MT  (+/- 180 meters Scaled)
 NO0203
 NO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN247554(NAD 83)
 NO0203
 NO0203                          SUPERSEDED SURVEY CONTROL
 NO0203
 NO0203  NGVD 29 (??/??/92)  956.913  (m)         3139.47   (f) ADJ UNCH    1 2
 NO0203
 NO0203.Superseded values are not recommended for survey control.
 NO0203
 NO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0203.See file dsdata.pdf to determine how the superseded data were derived.
 NO0203
 NO0203_MARKER: X = CHISELED CROSS
 NO0203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0203_SP_SET: CULVERT HEADWALL
 NO0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0203+STABILITY: SURFACE MOTION
 NO0203
 NO0203  HISTORY     - Date     Condition        Report By
 NO0203  HISTORY     - UNK      MONUMENTED       USGS
 NO0203  HISTORY     - 1957     GOOD             CGS
 NO0203
 NO0203                          STATION DESCRIPTION
 NO0203
 NO0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0203'5.4 MI E FROM CODY.
 NO0203'ABOUT 5.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0203'FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 33 W., 66
 NO0203'FEET NORTHEAST OF THE FIRST POLE EAST OF MILEPOST 302, 18 FEET
 NO0203'SOUTH OF THE SOUTH RAIL, ABOUT 4 FEET BELOW THE TRACK, A CROSS
 NO0203'CUT ON THE SOUTH END OF A 36-INCH CAST IRON CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0116 ***********************************************************************
 MM0116  DESIGNATION -  3183
 MM0116  PID         -  MM0116
 MM0116  STATE/COUNTY-  NE/MCPHERSON
 MM0116  COUNTRY     -  US
 MM0116  USGS QUAD   -  PULLEN RANCH (2017)
 MM0116
 MM0116                         *CURRENT SURVEY CONTROL
 MM0116  ______________________________________________________________________
 MM0116* NAD 83(1986) POSITION- 41 24 10.     (N) 100 52 51.     (W)   SCALED
 MM0116* NAVD 88 ORTHO HEIGHT -   966.751 (meters)     3171.75  (feet) ADJUSTED
 MM0116  ______________________________________________________________________
 MM0116  GEOID HEIGHT    -        -21.942 (meters)                     GEOID18
 MM0116  DYNAMIC HEIGHT  -        966.162 (meters)     3169.82  (feet) COMP
 MM0116  MODELED GRAVITY -    979,981.5   (mgal)                       NAVD 88
 MM0116
 MM0116  VERT ORDER      -  FIRST     CLASS II
 MM0116
 MM0116.The horizontal coordinates were scaled from a map and have
 MM0116.an estimated accuracy of +/- 6 seconds.
 MM0116
 MM0116.The orthometric height was determined by differential leveling and
 MM0116.adjusted by the NATIONAL GEODETIC SURVEY
 MM0116.in June 1991.
 MM0116
 MM0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0116.GEOID18 height accuracy estimate available here.
 MM0116
 MM0116.Click photographs - Photos may exist for this station.
 MM0116
 MM0116.The dynamic height is computed by dividing the NAVD 88
 MM0116.geopotential number by the normal gravity value computed on the
 MM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0116.degrees latitude (g = 980.6199 gals.).
 MM0116
 MM0116.The modeled gravity was interpolated from observed gravity values.
 MM0116
 MM0116;                    North         East    Units  Estimated Accuracy
 MM0116;SPC NE       -   174,620.      426,370.      MT  (+/- 180 meters Scaled)
 MM0116
 MM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL427851(NAD 83)
 MM0116
 MM0116                          SUPERSEDED SURVEY CONTROL
 MM0116
 MM0116  NGVD 29 (??/??/92)  966.375  (m)         3170.52   (f) ADJ UNCH    1 2
 MM0116
 MM0116.Superseded values are not recommended for survey control.
 MM0116
 MM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0116.See file dsdata.pdf to determine how the superseded data were derived.
 MM0116
 MM0116_MARKER: P = PIPE CAP
 MM0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0116_STAMPING: 3170.515 SIDNEY
 MM0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0116
 MM0116  HISTORY     - Date     Condition        Report By
 MM0116  HISTORY     - UNK      MONUMENTED       USGS
 MM0116  HISTORY     - 1933     GOOD             CGS
 MM0116  HISTORY     - 1934     POOR             CGS
 MM0116  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0116
 MM0116                          STATION DESCRIPTION
 MM0116
 MM0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0116'4.5 MI S FROM TRYON.
 MM0116'4.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0116'TRYON, MC PHERSON COUNTY, 3.7 MILES NORTH OF ROSEDALE SCHOOL,
 MM0116'AT THE NORTH END OF AN S-CURVE, AND 11 YARDS EAST OF THE
 MM0116'CENTERLINE OF THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 MM0116'STANDARD CAP, STAMPED 3170.515 SIDNEY AND RIVETED ON THE TOP OF A
 MM0116'3-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND.
 MM0116
 MM0116                          STATION RECOVERY (1934)
 MM0116
 MM0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0116'MARK RECOVERED IN POOR CONDITION.
 MM0116
 MM0116                          STATION RECOVERY (1991)
 MM0116
 MM0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0540 ***********************************************************************
 MM0540  DESIGNATION -  3183 RESET
 MM0540  PID         -  MM0540
 MM0540  STATE/COUNTY-  NE/MCPHERSON
 MM0540  COUNTRY     -  US
 MM0540  USGS QUAD   -  PULLEN RANCH (2017)
 MM0540
 MM0540                         *CURRENT SURVEY CONTROL
 MM0540  ______________________________________________________________________
 MM0540* NAD 83(1986) POSITION- 41 24 09.     (N) 100 52 52.     (W)   SCALED
 MM0540* NAVD 88 ORTHO HEIGHT -   966.516 (meters)     3170.98  (feet) ADJUSTED
 MM0540  ______________________________________________________________________
 MM0540  GEOID HEIGHT    -        -21.942 (meters)                     GEOID18
 MM0540  DYNAMIC HEIGHT  -        965.927 (meters)     3169.05  (feet) COMP
 MM0540  MODELED GRAVITY -    979,981.5   (mgal)                       NAVD 88
 MM0540
 MM0540  VERT ORDER      -  FIRST     CLASS II
 MM0540
 MM0540.The horizontal coordinates were scaled from a map and have
 MM0540.an estimated accuracy of +/- 6 seconds.
 MM0540
 MM0540.The orthometric height was determined by differential leveling and
 MM0540.adjusted by the NATIONAL GEODETIC SURVEY
 MM0540.in June 1994.
 MM0540
 MM0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0540.GEOID18 height accuracy estimate available here.
 MM0540
 MM0540.Click photographs - Photos may exist for this station.
 MM0540
 MM0540.The dynamic height is computed by dividing the NAVD 88
 MM0540.geopotential number by the normal gravity value computed on the
 MM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0540.degrees latitude (g = 980.6199 gals.).
 MM0540
 MM0540.The modeled gravity was interpolated from observed gravity values.
 MM0540
 MM0540;                    North         East    Units  Estimated Accuracy
 MM0540;SPC NE       -   174,590.      426,350.      MT  (+/- 180 meters Scaled)
 MM0540
 MM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL427851(NAD 83)
 MM0540
 MM0540                          SUPERSEDED SURVEY CONTROL
 MM0540
 MM0540  NGVD 29 (02/14/92)  966.140  (m)         3169.74   (f) ADJUSTED    1 2
 MM0540
 MM0540.Superseded values are not recommended for survey control.
 MM0540
 MM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0540.See file dsdata.pdf to determine how the superseded data were derived.
 MM0540
 MM0540_MARKER: DV = VERTICAL CONTROL DISK
 MM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0540_STAMPING: 3183 USGS RESET 1984
 MM0540_MARK LOGO: NGS
 MM0540_PROJECTION: FLUSH
 MM0540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0540+STABILITY: SURFACE MOTION
 MM0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0540+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2024
 MM0540
 MM0540  HISTORY     - Date     Condition        Report By
 MM0540  HISTORY     - 1984     MONUMENTED       NGS
 MM0540  HISTORY     - 19910820 GOOD             NGS
 MM0540  HISTORY     - 20240220 GOOD             NEGS
 MM0540
 MM0540                          STATION DESCRIPTION
 MM0540
 MM0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0540'21.6 KM (13.40 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0540'COURTHOUSE IN TRYON, 1.1 KM (0.70 MI) NORTH OF THE LINCOLN-MCPHERSON
 MM0540'COUNTY LINE, 28.9 M (94.8 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 MM0540'CENTERLINE, 10.7 M (35.1 FT) SOUTH OF THE MOST SOUTHERLY OF 3 BRACED
 MM0540'FENCE POSTS, 2.4 M (7.9 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 MM0540'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 MM0540
 MM0540                          STATION RECOVERY (2024)
 MM0540
 MM0540'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2024 (JN)
 MM0540'0.70 MI (1.13 KM) NORTH OF THE LINCOLN AND MCPHERSON COUNTY LINE, 94.8
 MM0540'FT (28.9 M) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 35.1 FT
 MM0540'(10.7 M) SOUTH OF THE MOST SOUTHERLY OF 3 BRACED FENCE POSTS, 7.9 FT
 MM0540'(2.4 M) WEST OF A WITNESS POST AND FENCE AND THE MONUMENT IS FLUSH TO
 MM0540'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0982 ***********************************************************************
 LG0982  DESIGNATION -  32 RGW
 LG0982  PID         -  LG0982
 LG0982  STATE/COUNTY-  NE/CASS
 LG0982  COUNTRY     -  US
 LG0982  USGS QUAD   -  MURDOCK (2017)
 LG0982
 LG0982                         *CURRENT SURVEY CONTROL
 LG0982  ______________________________________________________________________
 LG0982* NAD 83(1995) POSITION- 40 54 49.74014(N) 096 15 19.00488(W)   ADJUSTED
 LG0982* NAVD 88 ORTHO HEIGHT -   375.8   (meters)     1233.    (feet) VERTCON
 LG0982  ______________________________________________________________________
 LG0982  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 LG0982  LAPLACE CORR    -         -5.66  (seconds)                    DEFLEC18
 LG0982  HORZ ORDER      -  SECOND
 LG0982
 LG0982.The horizontal coordinates were established by classical geodetic methods
 LG0982.and adjusted by the National Geodetic Survey in August 1997.
 LG0982
 LG0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0982
 LG0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0982.GEOID18 height accuracy estimate available here.
 LG0982
 LG0982.Click photographs - Photos may exist for this station.
 LG0982
 LG0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0982
 LG0982. The following values were computed from the NAD 83(1995) position.
 LG0982
 LG0982;                    North         East     Units Scale Factor Converg.
 LG0982;SPC NE       -   126,791.723   815,283.236   MT  0.99971161   +2 28 53.8
 LG0982;SPC NE       -   415,982.51  2,674,808.42   sFT  0.99971161   +2 28 53.8
 LG0982;UTM  14      - 4,532,817.458   731,148.377   MT  1.00025766   +1 47 54.2
 LG0982
 LG0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0982!SPC NE       -   0.99994517  x   0.99971161  =   0.99965680
 LG0982!UTM  14      -   0.99994517  x   1.00025766  =   1.00020282
 LG0982
 LG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3114832817(NAD 83)
 LG0982
 LG0982                          SUPERSEDED SURVEY CONTROL
 LG0982
 LG0982  NAD 83(1986)-  40 54 49.75095(N)    096 15 19.00384(W) AD(       ) 2
 LG0982  NAD 27      -  40 54 49.76850(N)    096 15 17.99550(W) AD(       ) 2
 LG0982  NGVD 29 (07/19/86)  375.7    (m)         1233.     (f) VERT ANG       
 LG0982
 LG0982.Superseded values are not recommended for survey control.
 LG0982
 LG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0982.See file dsdata.pdf to determine how the superseded data were derived.
 LG0982
 LG0982_MARKER: DD = SURVEY DISK
 LG0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0982_STAMPING: 1233 32 RGW 1964
 LG0982_MARK LOGO: USGS
 LG0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0982+STABILITY: SURFACE MOTION
 LG0982
 LG0982  HISTORY     - Date     Condition        Report By
 LG0982  HISTORY     - 1964     MONUMENTED       USGS
 LG0982
 LG0982                          STATION DESCRIPTION
 LG0982
 LG0982'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (RGW)
 LG0982'THE MARK IS LOCATED 6 MILES S AND 0.3 MILE W OF SOUTH BEND- ONE
 LG0982'MILE S AND 1.2 MILES E OF MURDOCK IN T 12 N R 10 E NEAR SEC CORS
 LG0982'13,14,23,24- 67 FEET S AND 29 FEET W OF CROSS ROADS (STATE HWY 1
 LG0982'(PAVED) IS E-W AND GRAVEL ROAD IS N-S), 2.5 FEET SE OF CORNER
 LG0982'FENCE POST, 17 FEET W OF POWER POLE AND ONE FOOT N OF WITNESS
 LG0982'POST.  THE MARK IS A STANDARD TABLET STAMPED 32 RGW 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0147 ***********************************************************************
 MN0147  DESIGNATION -  32.64
 MN0147  PID         -  MN0147
 MN0147  STATE/COUNTY-  NE/MORRILL
 MN0147  COUNTRY     -  US
 MN0147  USGS QUAD   -  BRIDGEPORT (2017)
 MN0147
 MN0147                         *CURRENT SURVEY CONTROL
 MN0147  ______________________________________________________________________
 MN0147* NAD 83(1986) POSITION- 41 42 50.     (N) 103 06 29.     (W)   SCALED
 MN0147* NAVD 88 ORTHO HEIGHT -  1143.721 (meters)     3752.36  (feet) ADJUSTED
 MN0147  ______________________________________________________________________
 MN0147  GEOID HEIGHT    -        -19.433 (meters)                     GEOID18
 MN0147  DYNAMIC HEIGHT  -       1143.004 (meters)     3750.01  (feet) COMP
 MN0147  MODELED GRAVITY -    979,956.4   (mgal)                       NAVD 88
 MN0147
 MN0147  VERT ORDER      -  FIRST     CLASS II
 MN0147
 MN0147.The horizontal coordinates were scaled from a map and have
 MN0147.an estimated accuracy of +/- 6 seconds.
 MN0147
 MN0147.The orthometric height was determined by differential leveling and
 MN0147.adjusted by the NATIONAL GEODETIC SURVEY
 MN0147.in June 1991.
 MN0147
 MN0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0147.GEOID18 height accuracy estimate available here.
 MN0147
 MN0147.Click photographs - Photos may exist for this station.
 MN0147
 MN0147.The dynamic height is computed by dividing the NAVD 88
 MN0147.geopotential number by the normal gravity value computed on the
 MN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0147.degrees latitude (g = 980.6199 gals.).
 MN0147
 MN0147.The modeled gravity was interpolated from observed gravity values.
 MN0147
 MN0147;                    North         East    Units  Estimated Accuracy
 MN0147;SPC NE       -   213,440.      241,490.      MT  (+/- 180 meters Scaled)
 MN0147
 MN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573197(NAD 83)
 MN0147
 MN0147                          SUPERSEDED SURVEY CONTROL
 MN0147
 MN0147  NGVD 29 (??/??/92) 1143.154  (m)         3750.50   (f) ADJ UNCH    1 2
 MN0147
 MN0147.Superseded values are not recommended for survey control.
 MN0147
 MN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0147.See file dsdata.pdf to determine how the superseded data were derived.
 MN0147
 MN0147_MARKER: R = RIVET
 MN0147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0147_SP_SET: HEADWALL
 MN0147_MARK LOGO: NONE
 MN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0147+STABILITY: SURFACE MOTION
 MN0147
 MN0147  HISTORY     - Date     Condition        Report By
 MN0147  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0147  HISTORY     - 1956     GOOD             CGS
 MN0147  HISTORY     - 1985     GOOD             NGS
 MN0147
 MN0147                          STATION DESCRIPTION
 MN0147
 MN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0147'4 MI N FROM BRIDGEPORT.
 MN0147'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0147'FROM THE STATION AT BRIDGEPORT, 9.4 FEET EAST OF THE EAST RAIL,
 MN0147'2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 MN0147'END OF THE EAST HEADWAL OF CONCRETE OVERPASS 32.64 OVER A
 MN0147'COUNTY ROAD, IN SECTION 8, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0147
 MN0147                          STATION RECOVERY (1985)
 MN0147
 MN0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0147'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0147'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1968 ***********************************************************************
 MK1968  DESIGNATION -  322
 MK1968  PID         -  MK1968
 MK1968  STATE/COUNTY-  NE/WASHINGTON
 MK1968  COUNTRY     -  US
 MK1968  USGS QUAD   -  MODALE (2018)
 MK1968
 MK1968                         *CURRENT SURVEY CONTROL
 MK1968  ______________________________________________________________________
 MK1968* NAD 83(1995) POSITION- 41 36 51.70832(N) 096 07 27.52909(W)   ADJUSTED
 MK1968* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 MK1968  ______________________________________________________________________
 MK1968  GEOID HEIGHT    -        -28.064 (meters)                     GEOID18
 MK1968  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC18
 MK1968  HORZ ORDER      -  THIRD
 MK1968
 MK1968.The horizontal coordinates were established by classical geodetic methods
 MK1968.and adjusted by the National Geodetic Survey in August 1997.
 MK1968
 MK1968.The orthometric height was scaled from a topographic map.
 MK1968
 MK1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1968.GEOID18 height accuracy estimate available here.
 MK1968
 MK1968.Click photographs - Photos may exist for this station.
 MK1968
 MK1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1968
 MK1968. The following values were computed from the NAD 83(1995) position.
 MK1968
 MK1968;                    North         East     Units Scale Factor Converg.
 MK1968;SPC NE       -   204,976.160   822,817.155   MT  0.99966038   +2 34 06.3
 MK1968;SPC NE       -   672,492.62  2,699,525.95   sFT  0.99966038   +2 34 06.3
 MK1968;UTM  14      - 4,610,955.876   739,602.059   MT  1.00030654   +1 54 38.5
 MK1968
 MK1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1968!SPC NE       -   0.99995576  x   0.99966038  =   0.99961615
 MK1968!UTM  14      -   0.99995576  x   1.00030654  =   1.00026228
 MK1968
 MK1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3960210955(NAD 83)
 MK1968
 MK1968|---------------------------------------------------------------------|
 MK1968| PID    Reference Object                     Distance      Geod. Az  |
 MK1968|                                                           dddmmss.s |
 MK1968| MK1970 TYSON                               338.814 METERS 21021     |
 MK1968|---------------------------------------------------------------------|
 MK1968
 MK1968                          SUPERSEDED SURVEY CONTROL
 MK1968
 MK1968  NAD 83(1986)-  41 36 51.71366(N)    096 07 27.53103(W) AD(       ) 3
 MK1968  NAD 27      -  41 36 51.74200(N)    096 07 26.48500(W) AD(       ) 3
 MK1968
 MK1968.Superseded values are not recommended for survey control.
 MK1968
 MK1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1968.See file dsdata.pdf to determine how the superseded data were derived.
 MK1968
 MK1968_MARKER: P = PIPE CAP
 MK1968_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK1968_STAMPING: 322
 MK1968_MARK LOGO: MORC
 MK1968_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1968
 MK1968  HISTORY     - Date     Condition        Report By
 MK1968  HISTORY     - UNK      MONUMENTED       MORC
 MK1968
 MK1968                          STATION DESCRIPTION
 MK1968
 MK1968'DESCRIBED BY MISSOURI RIVER COMMISSION UNK (GLS)
 MK1968'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH NORTHEAST OF BLAIR AND
 MK1968'ABOUT 0.3 MILE NORTHEAST OF TRIANGULATION STATION TYSON.  STATION
 MK1968'IS 170 PACES EAST OF ROAD, 3 FEET WEST OF WITNESS POST AND IS
 MK1968'IN FENCELINE.  THE MARK IS A MORC MARK WHICH IS A 2 INCH IRON PIPE
 MK1968'WITH CAP, PROJECTING ABOUT 6 INCHES AND IS STAMPED 322.
 MK1968'
 MK1968'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 73 AND 30 IN WEST
 MK1968'EDGE OF BLAIR GO NORTH ON U.S. HIGHWAY FOR 6.2 MILES TO T ROAD
 MK1968'RIGHT.  TURN RIGHT AND GO EAST NORTHEAST FOR 3.35 MILES TO A SCHOOL
 MK1968'HOUSE ON LEFT.  CONTINUE EAST, SOUTHEAST AND SOUTH FOR 1.0 MILE
 MK1968'AND THEN PACK EAST FOR 170 PACES TO STATION ALONG FENCELINE AS
 MK1968'DESCRIBED.
 MK1968'
 MK1968'THIS IS A THIRD ORDER STATION.  (FOUR POSITIONS)
 MK1968'
 MK1968'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0223 ***********************************************************************
 MM0223  DESIGNATION -  3242
 MM0223  PID         -  MM0223
 MM0223  STATE/COUNTY-  NE/KEITH
 MM0223  COUNTRY     -  US
 MM0223  USGS QUAD   -  BRULE SE (2017)
 MM0223
 MM0223                         *CURRENT SURVEY CONTROL
 MM0223  ______________________________________________________________________
 MM0223* NAD 83(1986) POSITION- 41 06 52.     (N) 101 45 55.     (W)   SCALED
 MM0223* NAVD 88 ORTHO HEIGHT -   988.013 (meters)     3241.51  (feet) ADJUSTED
 MM0223  ______________________________________________________________________
 MM0223  GEOID HEIGHT    -        -20.901 (meters)                     GEOID18
 MM0223  DYNAMIC HEIGHT  -        987.395 (meters)     3239.48  (feet) COMP
 MM0223  MODELED GRAVITY -    979,964.9   (mgal)                       NAVD 88
 MM0223
 MM0223  VERT ORDER      -  FIRST     CLASS II
 MM0223
 MM0223.The horizontal coordinates were scaled from a map and have
 MM0223.an estimated accuracy of +/- 6 seconds.
 MM0223
 MM0223.The orthometric height was determined by differential leveling and
 MM0223.adjusted by the NATIONAL GEODETIC SURVEY
 MM0223.in June 1991.
 MM0223
 MM0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0223.GEOID18 height accuracy estimate available here.
 MM0223
 MM0223.Click photographs - Photos may exist for this station.
 MM0223
 MM0223.The dynamic height is computed by dividing the NAVD 88
 MM0223.geopotential number by the normal gravity value computed on the
 MM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0223.degrees latitude (g = 980.6199 gals.).
 MM0223
 MM0223.The modeled gravity was interpolated from observed gravity values.
 MM0223
 MM0223;                    North         East    Units  Estimated Accuracy
 MM0223;SPC NE       -   143,750.      351,790.      MT  (+/- 180 meters Scaled)
 MM0223
 MM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL678551(NAD 83)
 MM0223
 MM0223                          SUPERSEDED SURVEY CONTROL
 MM0223
 MM0223  NGVD 29 (??/??/92)  987.578  (m)         3240.08   (f) ADJ UNCH    1 2
 MM0223
 MM0223.Superseded values are not recommended for survey control.
 MM0223
 MM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0223.See file dsdata.pdf to determine how the superseded data were derived.
 MM0223
 MM0223_MARKER: P = PIPE CAP
 MM0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0223_STAMPING: 3242 SIDNEY
 MM0223_MARK LOGO: USGS
 MM0223_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0223
 MM0223  HISTORY     - Date     Condition        Report By
 MM0223  HISTORY     - 1897     MONUMENTED       USGS
 MM0223  HISTORY     - 1933     GOOD             CGS
 MM0223  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0223  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0223
 MM0223                          STATION DESCRIPTION
 MM0223
 MM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0223'2.5 MI W FROM OGALLALA.
 MM0223'ABOUT 2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0223'OGALLALA, KEITH COUNTY, ABOUT 15-1/2 POLES WEST OF MILEPOST
 MM0223'337, 72 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, NORTH
 MM0223'OF DECK GRIDER BRIDGE 337.31, 61 FEET NORTH OF THE NORTH RAIL
 MM0223'OF THE NORTH MAIN TRACK, 15 FEET NORTH OF THE NORTH RAILROAD
 MM0223'RIGHT-OF-WAY FENCE, AND ON THE HIGHWAY RIGHT-OF-WAY.  A UNITED
 MM0223'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3242 SIDNEY AND
 MM0223'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT
 MM0223'5 INCHES ABOVE GROUND.
 MM0223
 MM0223                          STATION RECOVERY (1972)
 MM0223
 MM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0223'MARK NOT FOUND.
 MM0223
 MM0223                          STATION RECOVERY (1986)
 MM0223
 MM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0223'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0228 ***********************************************************************
 MM0228  DESIGNATION -  3291
 MM0228  PID         -  MM0228
 MM0228  STATE/COUNTY-  NE/KEITH
 MM0228  COUNTRY     -  US
 MM0228  USGS QUAD   -  BRULE (2017)
 MM0228
 MM0228                         *CURRENT SURVEY CONTROL
 MM0228  ______________________________________________________________________
 MM0228* NAD 83(1986) POSITION- 41 05 30.     (N) 101 53 19.     (W)   SCALED
 MM0228* NAVD 88 ORTHO HEIGHT -  1002.838 (meters)     3290.14  (feet) ADJUSTED
 MM0228  ______________________________________________________________________
 MM0228  GEOID HEIGHT    -        -20.796 (meters)                     GEOID18
 MM0228  DYNAMIC HEIGHT  -       1002.212 (meters)     3288.09  (feet) COMP
 MM0228  MODELED GRAVITY -    979,966.1   (mgal)                       NAVD 88
 MM0228
 MM0228  VERT ORDER      -  FIRST     CLASS II
 MM0228
 MM0228.The horizontal coordinates were scaled from a map and have
 MM0228.an estimated accuracy of +/- 6 seconds.
 MM0228
 MM0228.The orthometric height was determined by differential leveling and
 MM0228.adjusted by the NATIONAL GEODETIC SURVEY
 MM0228.in June 1991.
 MM0228
 MM0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0228.GEOID18 height accuracy estimate available here.
 MM0228
 MM0228.Click photographs - Photos may exist for this station.
 MM0228
 MM0228.The dynamic height is computed by dividing the NAVD 88
 MM0228.geopotential number by the normal gravity value computed on the
 MM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0228.degrees latitude (g = 980.6199 gals.).
 MM0228
 MM0228.The modeled gravity was interpolated from observed gravity values.
 MM0228
 MM0228;                    North         East    Units  Estimated Accuracy
 MM0228;SPC NE       -   141,440.      341,380.      MT  (+/- 180 meters Scaled)
 MM0228
 MM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL573529(NAD 83)
 MM0228
 MM0228                          SUPERSEDED SURVEY CONTROL
 MM0228
 MM0228  NGVD 29 (??/??/92) 1002.407  (m)         3288.73   (f) ADJ UNCH    1 2
 MM0228
 MM0228.Superseded values are not recommended for survey control.
 MM0228
 MM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0228.See file dsdata.pdf to determine how the superseded data were derived.
 MM0228
 MM0228_MARKER: P = PIPE CAP
 MM0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0228_STAMPING: 3291 SIDNEY
 MM0228_MARK LOGO: USGS
 MM0228_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0228
 MM0228  HISTORY     - Date     Condition        Report By
 MM0228  HISTORY     - 1897     MONUMENTED       USGS
 MM0228  HISTORY     - 1933     GOOD             CGS
 MM0228  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0228  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0228
 MM0228                          STATION DESCRIPTION
 MM0228
 MM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0228'AT BRULE.
 MM0228'AT BRULE, KEITH COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT
 MM0228'1-1/2 POLES EAST OF MILEPOST 344, ABOUT 130 FEET WEST OF THE
 MM0228'CENTER OF THE FIRST STREET CROSSING WEST OF THE TRACK, ABOUT
 MM0228'100 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SHEET-IRON
 MM0228'SURFACED ELEVATOR OF THE W.T. BARSTOW GRAIN CO., 84 FEET NORTHWEST
 MM0228'OF THE LADDER ON THE WEST SIDE OF SEMAPHORE 343.9, 43.1 FEET
 MM0228'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 100 FEET
 MM0228'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30.  A UNITED STATES
 MM0228'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3291 SIDNEY AND RIVETED
 MM0228'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT
 MM0228'ABOVE GROUND.
 MM0228
 MM0228                          STATION RECOVERY (1972)
 MM0228
 MM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0228'MARK NOT FOUND.
 MM0228
 MM0228                          STATION RECOVERY (1986)
 MM0228
 MM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0228'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0069 ***********************************************************************
 MN0069  DESIGNATION -  3341
 MN0069  PID         -  MN0069
 MN0069  STATE/COUNTY-  NE/KEITH
 MN0069  COUNTRY     -  US
 MN0069  USGS QUAD   -  BIG SPRINGS (2017)
 MN0069
 MN0069                         *CURRENT SURVEY CONTROL
 MN0069  ______________________________________________________________________
 MN0069* NAD 83(1986) POSITION- 41 04 28.     (N) 102 00 30.     (W)   SCALED
 MN0069* NAVD 88 ORTHO HEIGHT -  1018.084 (meters)     3340.16  (feet) ADJUSTED
 MN0069  ______________________________________________________________________
 MN0069  GEOID HEIGHT    -        -20.698 (meters)                     GEOID18
 MN0069  DYNAMIC HEIGHT  -       1017.436 (meters)     3338.04  (feet) COMP
 MN0069  MODELED GRAVITY -    979,952.5   (mgal)                       NAVD 88
 MN0069
 MN0069  VERT ORDER      -  FIRST     CLASS II
 MN0069
 MN0069.The horizontal coordinates were scaled from a map and have
 MN0069.an estimated accuracy of +/- 6 seconds.
 MN0069
 MN0069.The orthometric height was determined by differential leveling and
 MN0069.adjusted by the NATIONAL GEODETIC SURVEY
 MN0069.in June 1991.
 MN0069
 MN0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0069.GEOID18 height accuracy estimate available here.
 MN0069
 MN0069.Click photographs - Photos may exist for this station.
 MN0069
 MN0069.The dynamic height is computed by dividing the NAVD 88
 MN0069.geopotential number by the normal gravity value computed on the
 MN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0069.degrees latitude (g = 980.6199 gals.).
 MN0069
 MN0069.The modeled gravity was interpolated from observed gravity values.
 MN0069
 MN0069;                    North         East    Units  Estimated Accuracy
 MN0069;SPC NE       -   139,760.      331,290.      MT  (+/- 180 meters Scaled)
 MN0069
 MN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF513513(NAD 83)
 MN0069
 MN0069                          SUPERSEDED SURVEY CONTROL
 MN0069
 MN0069  NGVD 29 (??/??/92) 1017.637  (m)         3338.70   (f) ADJ UNCH    1 2
 MN0069
 MN0069.Superseded values are not recommended for survey control.
 MN0069
 MN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0069.See file dsdata.pdf to determine how the superseded data were derived.
 MN0069
 MN0069_MARKER: P = PIPE CAP
 MN0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0069_STAMPING: 3341 SIDNEY
 MN0069_MARK LOGO: USGS
 MN0069_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0069
 MN0069  HISTORY     - Date     Condition        Report By
 MN0069  HISTORY     - 1897     MONUMENTED       USGS
 MN0069  HISTORY     - 1933     GOOD             CGS
 MN0069  HISTORY     - 1986     MARK NOT FOUND   NGS
 MN0069
 MN0069                          STATION DESCRIPTION
 MN0069
 MN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0069'3.6 MI E FROM BIG SPRINGS.
 MN0069'IN KEITH COUNTY, ABOUT 3.6 MILES EAST ALONG THE UNION PACIFIC
 MN0069'RAILROAD FROM BIG SPRINGS, DEUEL COUNTY, ABOUT 17 POLES WEST OF
 MN0069'MILEPOST 350, ABOUT 5 POLES EAST OF CULVERT 350.43, 20.5 FEET SOUTH
 MN0069'OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 64.7 FEET NORTH OF THE
 MN0069'SOUTH RIGHT-OF-WAY FENCE, AND AT THE SOUTHWEST CORNER OF THE BASE
 MN0069'OF A MOTOR CAR SET-OFF.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MN0069'CAP, STAMPED 3341 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 MN0069'IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MN0069
 MN0069                          STATION RECOVERY (1986)
 MN0069
 MN0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0069'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0324 ***********************************************************************
 NO0324  DESIGNATION -  3361.18
 NO0324  PID         -  NO0324
 NO0324  STATE/COUNTY-  NE/CHERRY
 NO0324  COUNTRY     -  US
 NO0324  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0324
 NO0324                         *CURRENT SURVEY CONTROL
 NO0324  ______________________________________________________________________
 NO0324* NAD 83(1986) POSITION- 42 53 54.     (N) 101 49 17.     (W)   SCALED
 NO0324* NAVD 88 ORTHO HEIGHT -  1024.985 (meters)     3362.81  (feet) ADJUSTED
 NO0324  ______________________________________________________________________
 NO0324  GEOID HEIGHT    -        -19.172 (meters)                     GEOID18
 NO0324  DYNAMIC HEIGHT  -       1024.522 (meters)     3361.29  (feet) COMP
 NO0324  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 NO0324
 NO0324  VERT ORDER      -  FIRST     CLASS II
 NO0324
 NO0324.The horizontal coordinates were scaled from a map and have
 NO0324.an estimated accuracy of +/- 6 seconds.
 NO0324
 NO0324.The orthometric height was determined by differential leveling and
 NO0324.adjusted by the NATIONAL GEODETIC SURVEY
 NO0324.in June 1991.
 NO0324
 NO0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0324.GEOID18 height accuracy estimate available here.
 NO0324
 NO0324.Click photographs - Photos may exist for this station.
 NO0324
 NO0324.The dynamic height is computed by dividing the NAVD 88
 NO0324.geopotential number by the normal gravity value computed on the
 NO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0324.degrees latitude (g = 980.6199 gals.).
 NO0324
 NO0324.The modeled gravity was interpolated from observed gravity values.
 NO0324
 NO0324;                    North         East    Units  Estimated Accuracy
 NO0324;SPC NE       -   341,890.      351,260.      MT  (+/- 180 meters Scaled)
 NO0324
 NO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN696533(NAD 83)
 NO0324
 NO0324                          SUPERSEDED SURVEY CONTROL
 NO0324
 NO0324  NGVD 29 (??/??/92) 1024.543  (m)         3361.35   (f) ADJ UNCH    1 2
 NO0324
 NO0324.Superseded values are not recommended for survey control.
 NO0324
 NO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0324.See file dsdata.pdf to determine how the superseded data were derived.
 NO0324
 NO0324_MARKER: Z = SEE DESCRIPTION
 NO0324_SETTING: 0 = UNSPECIFIED SETTING
 NO0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0324
 NO0324  HISTORY     - Date     Condition        Report By
 NO0324  HISTORY     - UNK      MONUMENTED       USGS
 NO0324  HISTORY     - 1957     GOOD             CGS
 NO0324
 NO0324                          STATION DESCRIPTION
 NO0324
 NO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0324'6.8 MI W FROM MERRIMAN.
 NO0324'ABOUT 6.75 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0324'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0324'29., 19 FEET EAST-SOUTHEAST OF THE 4TH TELEPHONE POLE EAST OF
 NO0324'MILEPOST 339, 47 FEET SOUTH OF THE SOUTH RAIL, 34 FEET NORTH
 NO0324'OF THE CENTER LINE OF U.S. HIGHWAY 20, THE HIGH POINT ON THE
 NO0324'TOP OF A VERTICAL RAILROAD RAIL WHICH PROJECTS 3 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0072 ***********************************************************************
 MN0072  DESIGNATION -  3370
 MN0072  PID         -  MN0072
 MN0072  STATE/COUNTY-  NE/DEUEL
 MN0072  COUNTRY     -  US
 MN0072  USGS QUAD   -  BIG SPRINGS (2017)
 MN0072
 MN0072                         *CURRENT SURVEY CONTROL
 MN0072  ______________________________________________________________________
 MN0072* NAD 83(1986) POSITION- 41 03 43.     (N) 102 04 28.     (W)   SCALED
 MN0072* NAVD 88 ORTHO HEIGHT -  1027.061 (meters)     3369.62  (feet) ADJUSTED
 MN0072  ______________________________________________________________________
 MN0072  GEOID HEIGHT    -        -20.639 (meters)                     GEOID18
 MN0072  DYNAMIC HEIGHT  -       1026.398 (meters)     3367.44  (feet) COMP
 MN0072  MODELED GRAVITY -    979,944.1   (mgal)                       NAVD 88
 MN0072
 MN0072  VERT ORDER      -  FIRST     CLASS II
 MN0072
 MN0072.The horizontal coordinates were scaled from a map and have
 MN0072.an estimated accuracy of +/- 6 seconds.
 MN0072
 MN0072.The orthometric height was determined by differential leveling and
 MN0072.adjusted by the NATIONAL GEODETIC SURVEY
 MN0072.in June 1991.
 MN0072
 MN0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0072.GEOID18 height accuracy estimate available here.
 MN0072
 MN0072.Click photographs - Photos may exist for this station.
 MN0072
 MN0072.The dynamic height is computed by dividing the NAVD 88
 MN0072.geopotential number by the normal gravity value computed on the
 MN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0072.degrees latitude (g = 980.6199 gals.).
 MN0072
 MN0072.The modeled gravity was interpolated from observed gravity values.
 MN0072
 MN0072;                    North         East    Units  Estimated Accuracy
 MN0072;SPC NE       -   138,500.      325,700.      MT  (+/- 180 meters Scaled)
 MN0072
 MN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF458497(NAD 83)
 MN0072
 MN0072                          SUPERSEDED SURVEY CONTROL
 MN0072
 MN0072  NGVD 29 (??/??/92) 1026.599  (m)         3368.10   (f) ADJ UNCH    1 2
 MN0072
 MN0072.Superseded values are not recommended for survey control.
 MN0072
 MN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0072.See file dsdata.pdf to determine how the superseded data were derived.
 MN0072
 MN0072_MARKER: P = PIPE CAP
 MN0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0072_STAMPING: 3370 SIDNEY
 MN0072_MARK LOGO: USGS
 MN0072_PROJECTION: FLUSH
 MN0072_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0072
 MN0072  HISTORY     - Date     Condition        Report By
 MN0072  HISTORY     - 1897     MONUMENTED       USGS
 MN0072  HISTORY     - 1959     POOR             USGS
 MN0072  HISTORY     - 1986     MARK NOT FOUND   NGS
 MN0072
 MN0072                          STATION DESCRIPTION
 MN0072
 MN0072'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MN0072'AT BIG SPRINGS.
 MN0072'AT BIG SPRINGS, ON THE UNION PACIFIC RAILROAD, T 13 N, R 41 AND
 MN0072'42 W, NEAR CORNER SECTIONS 25, 30, 31 AND 36, 48 FEET LEADING S
 MN0072'39 FEET LEADING WEST, AND 1.6 FEET LOWER THAN T STREET LEADING
 MN0072'WEST, 2 FEET SOUTH AND 1 FOOT WEST OF GUARD POST AT NORTHEAST
 MN0072'CORNER OF A SMALL PARK, 15 FEET SOUTH AND 11 FEET WEST OF POWER
 MN0072'POLE, 80 FEET NORTH OF USC AND GS BENCH MARK V 8 1933.  A USGS
 MN0072'STANDARD CAP RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE STAMPED
 MN0072'3370 SIDNEY.  THE CAP IS FLUSH WITH THE GROUND AND SLIGHTLY INDENTED
 MN0072'AND WORN.
 MN0072
 MN0072                          STATION RECOVERY (1986)
 MN0072
 MN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0072'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0903 ***********************************************************************
 MJ0903  DESIGNATION -  345 BOLT
 MJ0903  PID         -  MJ0903
 MJ0903  STATE/COUNTY-  NE/DOUGLAS
 MJ0903  COUNTRY     -  US
 MJ0903  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0903
 MJ0903                         *CURRENT SURVEY CONTROL
 MJ0903  ______________________________________________________________________
 MJ0903* NAD 83(1986) POSITION- 41 15 33.     (N) 095 55 23.     (W)   SCALED
 MJ0903* NAVD 88 ORTHO HEIGHT -   299.237 (meters)      981.75  (feet) ADJUSTED
 MJ0903  ______________________________________________________________________
 MJ0903  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 MJ0903  DYNAMIC HEIGHT  -        299.112 (meters)      981.34  (feet) COMP
 MJ0903  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 MJ0903
 MJ0903  VERT ORDER      -  FIRST     CLASS II
 MJ0903
 MJ0903.The horizontal coordinates were scaled from a map and have
 MJ0903.an estimated accuracy of +/- 6 seconds.
 MJ0903
 MJ0903.The orthometric height was determined by differential leveling and
 MJ0903.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0903.in June 1991.
 MJ0903
 MJ0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0903.GEOID18 height accuracy estimate available here.
 MJ0903
 MJ0903.Click photographs - Photos may exist for this station.
 MJ0903
 MJ0903.The dynamic height is computed by dividing the NAVD 88
 MJ0903.geopotential number by the normal gravity value computed on the
 MJ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0903.degrees latitude (g = 980.6199 gals.).
 MJ0903
 MJ0903.The modeled gravity was interpolated from observed gravity values.
 MJ0903
 MJ0903;                    North         East    Units  Estimated Accuracy
 MJ0903;SPC NE       -   166,360.      841,430.      MT  (+/- 180 meters Scaled)
 MJ0903
 MJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551716(NAD 83)
 MJ0903
 MJ0903                          SUPERSEDED SURVEY CONTROL
 MJ0903
 MJ0903  NGVD 29 (??/??/92)  299.116  (m)          981.35   (f) ADJ UNCH    1 2
 MJ0903
 MJ0903.Superseded values are not recommended for survey control.
 MJ0903
 MJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0903.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0903
 MJ0903_MARKER: B = BOLT
 MJ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0903+STABILITY: SURFACE MOTION
 MJ0903
 MJ0903  HISTORY     - Date     Condition        Report By
 MJ0903  HISTORY     - UNK      MONUMENTED       CGS
 MJ0903  HISTORY     - 1947     GOOD             CGS
 MJ0903
 MJ0903                          STATION DESCRIPTION
 MJ0903
 MJ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0903'IN OMAHA.
 MJ0903'AT OMAHA DOUGLAS COUNTY NEBRASKA ON NORTH PEDESTAL SUPPORTING
 MJ0903'IRON POST WEST OF MAIN SPAN CYLINDRICAL PIERS WHICH ARE LOCATED
 MJ0903'ABOUT 200 FEET WEST OF WEST RIVER BANK.  THE TOP OF A COPPER
 MJ0903'BOLT LEADED VERTICALLY IN THE STONE.  (299.034 METERS OR 981.081
 MJ0903'FEET).  NOTE-- THE TOP OF THIS BOLT IS ALMOST EVEN WITH TOP OF
 MJ0903'ROUGHLY FINISHED CONCRETE AND MUST BE SEARCHED FOR VERY CAREFULLY
 MJ0903'FOR BOLT CORRODES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0986 ***********************************************************************
 ML0986  DESIGNATION -  35 HK
 ML0986  PID         -  ML0986
 ML0986  STATE/COUNTY-  NE/LOUP
 ML0986  COUNTRY     -  US
 ML0986  USGS QUAD   -  ALMERIA (2017)
 ML0986
 ML0986                         *CURRENT SURVEY CONTROL
 ML0986  ______________________________________________________________________
 ML0986* NAD 83(1986) POSITION- 41 49 45.     (N) 099 36 36.     (W)   SCALED
 ML0986* NAVD 88 ORTHO HEIGHT -   757.621 (meters)     2485.63  (feet) ADJUSTED
 ML0986  ______________________________________________________________________
 ML0986  GEOID HEIGHT    -        -22.738 (meters)                     GEOID18
 ML0986  DYNAMIC HEIGHT  -        757.251 (meters)     2484.41  (feet) COMP
 ML0986  MODELED GRAVITY -    980,109.1   (mgal)                       NAVD 88
 ML0986
 ML0986  VERT ORDER      -  SECOND    CLASS 0
 ML0986
 ML0986.The horizontal coordinates were scaled from a map and have
 ML0986.an estimated accuracy of +/- 6 seconds.
 ML0986
 ML0986.The orthometric height was determined by differential leveling and
 ML0986.adjusted by the NATIONAL GEODETIC SURVEY
 ML0986.in June 1991.
 ML0986
 ML0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0986.GEOID18 height accuracy estimate available here.
 ML0986
 ML0986.Click photographs - Photos may exist for this station.
 ML0986
 ML0986.The dynamic height is computed by dividing the NAVD 88
 ML0986.geopotential number by the normal gravity value computed on the
 ML0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0986.degrees latitude (g = 980.6199 gals.).
 ML0986
 ML0986.The modeled gravity was interpolated from observed gravity values.
 ML0986
 ML0986;                    North         East    Units  Estimated Accuracy
 ML0986;SPC NE       -   221,660.      532,390.      MT  (+/- 180 meters Scaled)
 ML0986
 ML0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM493309(NAD 83)
 ML0986
 ML0986                          SUPERSEDED SURVEY CONTROL
 ML0986
 ML0986  NGVD 29 (??/??/92)  757.347  (m)         2484.73   (f) ADJ UNCH    2 0
 ML0986
 ML0986.Superseded values are not recommended for survey control.
 ML0986
 ML0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0986.See file dsdata.pdf to determine how the superseded data were derived.
 ML0986
 ML0986_MARKER: DD = SURVEY DISK
 ML0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0986_STAMPING: 35 HK 1949
 ML0986_MARK LOGO: USGS
 ML0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0986+STABILITY: SURFACE MOTION
 ML0986
 ML0986  HISTORY     - Date     Condition        Report By
 ML0986  HISTORY     - 1949     MONUMENTED       USGS
 ML0986  HISTORY     - 1950     GOOD             CGS
 ML0986
 ML0986                          STATION DESCRIPTION
 ML0986
 ML0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0986'4.8 MI W FROM ALMERIA.
 ML0986'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0986'ALMERIA, THENCE 2.25 MILES WEST ALONG A DIRT ROAD, AT A ROAD
 ML0986'INTERSECTION, 0.2 MILE NORTH OF DISTRICT 19 SCHOOLHOUSE, 345
 ML0986'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 39 FEET
 ML0986'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.5 FEET
 ML0986'WEST OF A FENCE, 0.8 FOOT SOUTH OF A WITNESS POST, SET IN THE
 ML0986'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0138 ***********************************************************************
 MN0138  DESIGNATION -  3680.1 14
 MN0138  PID         -  MN0138
 MN0138  STATE/COUNTY-  NE/MORRILL
 MN0138  COUNTRY     -  US
 MN0138  USGS QUAD   -  BRIDGEPORT (2017)
 MN0138
 MN0138                         *CURRENT SURVEY CONTROL
 MN0138  ______________________________________________________________________
 MN0138* NAD 83(1986) POSITION- 41 41 09.     (N) 103 07 01.     (W)   SCALED
 MN0138* NAVD 88 ORTHO HEIGHT -  1122.242 (meters)     3681.89  (feet) ADJUSTED
 MN0138  ______________________________________________________________________
 MN0138  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 MN0138  DYNAMIC HEIGHT  -       1121.539 (meters)     3679.58  (feet) COMP
 MN0138  MODELED GRAVITY -    979,957.8   (mgal)                       NAVD 88
 MN0138
 MN0138  VERT ORDER      -  FIRST     CLASS II
 MN0138
 MN0138.The horizontal coordinates were scaled from a map and have
 MN0138.an estimated accuracy of +/- 6 seconds.
 MN0138
 MN0138.The orthometric height was determined by differential leveling and
 MN0138.adjusted by the NATIONAL GEODETIC SURVEY
 MN0138.in June 1991.
 MN0138
 MN0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0138.GEOID18 height accuracy estimate available here.
 MN0138
 MN0138.Click photographs - Photos may exist for this station.
 MN0138
 MN0138.The dynamic height is computed by dividing the NAVD 88
 MN0138.geopotential number by the normal gravity value computed on the
 MN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0138.degrees latitude (g = 980.6199 gals.).
 MN0138
 MN0138.The modeled gravity was interpolated from observed gravity values.
 MN0138
 MN0138;                    North         East    Units  Estimated Accuracy
 MN0138;SPC NE       -   210,350.      240,640.      MT  (+/- 180 meters Scaled)
 MN0138
 MN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567166(NAD 83)
 MN0138
 MN0138                          SUPERSEDED SURVEY CONTROL
 MN0138
 MN0138  NGVD 29 (??/??/92) 1121.689  (m)         3680.07   (f) ADJ UNCH    1 2
 MN0138
 MN0138.Superseded values are not recommended for survey control.
 MN0138
 MN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0138.See file dsdata.pdf to determine how the superseded data were derived.
 MN0138
 MN0138_MARKER: B = BOLT
 MN0138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0138_SP_SET: PIER
 MN0138_MARK LOGO: NONE
 MN0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0138
 MN0138  HISTORY     - Date     Condition        Report By
 MN0138  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0138  HISTORY     - 1956     GOOD             CGS
 MN0138  HISTORY     - 1985     GOOD             NGS
 MN0138
 MN0138                          STATION DESCRIPTION
 MN0138
 MN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0138'2 MI N FROM BRIDGEPORT.
 MN0138'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0138'FROM THE STATION AT BRIDGEPORT, 17.7 FEET EAST OF THE EAST
 MN0138'RAIL, 3.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0138'EAST END OF CONCRETE PIER 14 OF BRIDGE 34.67 OVER THE NORTH
 MN0138'PLATTE RIVER, IN THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP
 MN0138'20 NORTH, RANGE 50 WEST.
 MN0138
 MN0138                          STATION RECOVERY (1985)
 MN0138
 MN0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0138'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0138'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0139 ***********************************************************************
 MN0139  DESIGNATION -  3683.1 1
 MN0139  PID         -  MN0139
 MN0139  STATE/COUNTY-  NE/MORRILL
 MN0139  COUNTRY     -  US
 MN0139  USGS QUAD   -  BRIDGEPORT (2017)
 MN0139
 MN0139                         *CURRENT SURVEY CONTROL
 MN0139  ______________________________________________________________________
 MN0139* NAD 83(1986) POSITION- 41 41 11.     (N) 103 07 01.     (W)   SCALED
 MN0139* NAVD 88 ORTHO HEIGHT -  1123.172 (meters)     3684.94  (feet) ADJUSTED
 MN0139  ______________________________________________________________________
 MN0139  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 MN0139  DYNAMIC HEIGHT  -       1122.468 (meters)     3682.63  (feet) COMP
 MN0139  MODELED GRAVITY -    979,957.8   (mgal)                       NAVD 88
 MN0139
 MN0139  VERT ORDER      -  FIRST     CLASS II
 MN0139
 MN0139.The horizontal coordinates were scaled from a map and have
 MN0139.an estimated accuracy of +/- 6 seconds.
 MN0139
 MN0139.The orthometric height was determined by differential leveling and
 MN0139.adjusted by the NATIONAL GEODETIC SURVEY
 MN0139.in June 1991.
 MN0139
 MN0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0139.GEOID18 height accuracy estimate available here.
 MN0139
 MN0139.Click photographs - Photos may exist for this station.
 MN0139
 MN0139.The dynamic height is computed by dividing the NAVD 88
 MN0139.geopotential number by the normal gravity value computed on the
 MN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0139.degrees latitude (g = 980.6199 gals.).
 MN0139
 MN0139.The modeled gravity was interpolated from observed gravity values.
 MN0139
 MN0139;                    North         East    Units  Estimated Accuracy
 MN0139;SPC NE       -   210,410.      240,640.      MT  (+/- 180 meters Scaled)
 MN0139
 MN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567166(NAD 83)
 MN0139
 MN0139                          SUPERSEDED SURVEY CONTROL
 MN0139
 MN0139  NGVD 29 (??/??/92) 1122.618  (m)         3683.12   (f) ADJ UNCH    1 2
 MN0139
 MN0139.Superseded values are not recommended for survey control.
 MN0139
 MN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0139.See file dsdata.pdf to determine how the superseded data were derived.
 MN0139
 MN0139_MARKER: B = BOLT
 MN0139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0139_SP_SET: BRIDGE ABUTMENT
 MN0139_MARK LOGO: NONE
 MN0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0139
 MN0139  HISTORY     - Date     Condition        Report By
 MN0139  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0139  HISTORY     - 1956     GOOD             CGS
 MN0139  HISTORY     - 1985     GOOD             NGS
 MN0139
 MN0139                          STATION DESCRIPTION
 MN0139
 MN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0139'2.1 MI N FROM BRIDGEPORT.
 MN0139'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0139'FROM THE STATION AT BRIDGEPORT, 19.6 FEET EAST OF THE EAST
 MN0139'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0139'EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 34.67 OVER THE
 MN0139'NORTH PLATTE RIVER, IN THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP
 MN0139'20 NORTH, RANGE 50 WEST.
 MN0139
 MN0139                          STATION RECOVERY (1985)
 MN0139
 MN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0139'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0139'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0137 ***********************************************************************
 MN0137  DESIGNATION -  3683.1 21
 MN0137  PID         -  MN0137
 MN0137  STATE/COUNTY-  NE/MORRILL
 MN0137  COUNTRY     -  US
 MN0137  USGS QUAD   -  BRIDGEPORT (2017)
 MN0137
 MN0137                         *CURRENT SURVEY CONTROL
 MN0137  ______________________________________________________________________
 MN0137* NAD 83(1986) POSITION- 41 41 09.     (N) 103 07 02.     (W)   SCALED
 MN0137* NAVD 88 ORTHO HEIGHT -  1123.159 (meters)     3684.90  (feet) ADJUSTED
 MN0137  ______________________________________________________________________
 MN0137  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 MN0137  DYNAMIC HEIGHT  -       1122.455 (meters)     3682.59  (feet) COMP
 MN0137  MODELED GRAVITY -    979,957.8   (mgal)                       NAVD 88
 MN0137
 MN0137  VERT ORDER      -  FIRST     CLASS II
 MN0137
 MN0137.The horizontal coordinates were scaled from a map and have
 MN0137.an estimated accuracy of +/- 6 seconds.
 MN0137
 MN0137.The orthometric height was determined by differential leveling and
 MN0137.adjusted by the NATIONAL GEODETIC SURVEY
 MN0137.in June 1991.
 MN0137
 MN0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0137.GEOID18 height accuracy estimate available here.
 MN0137
 MN0137.Click photographs - Photos may exist for this station.
 MN0137
 MN0137.The dynamic height is computed by dividing the NAVD 88
 MN0137.geopotential number by the normal gravity value computed on the
 MN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0137.degrees latitude (g = 980.6199 gals.).
 MN0137
 MN0137.The modeled gravity was interpolated from observed gravity values.
 MN0137
 MN0137;                    North         East    Units  Estimated Accuracy
 MN0137;SPC NE       -   210,350.      240,610.      MT  (+/- 180 meters Scaled)
 MN0137
 MN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG566166(NAD 83)
 MN0137
 MN0137                          SUPERSEDED SURVEY CONTROL
 MN0137
 MN0137  NGVD 29 (??/??/92) 1122.616  (m)         3683.12   (f) ADJ UNCH    1 2
 MN0137
 MN0137.Superseded values are not recommended for survey control.
 MN0137
 MN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0137.See file dsdata.pdf to determine how the superseded data were derived.
 MN0137
 MN0137_MARKER: B = BOLT
 MN0137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0137_SP_SET: BRIDGE ABUTMENT
 MN0137_MARK LOGO: NONE
 MN0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0137
 MN0137  HISTORY     - Date     Condition        Report By
 MN0137  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0137  HISTORY     - 1956     GOOD             CGS
 MN0137  HISTORY     - 1985     GOOD             NGS
 MN0137
 MN0137                          STATION DESCRIPTION
 MN0137
 MN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0137'2 MI N FROM BRIDGEPORT.
 MN0137'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0137'FROM THE STATION AT BRIDGEPORT, 5.4 FEET WEST OF THE WEST RAIL,
 MN0137'1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST
 MN0137'END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 34.67 OVER THE
 MN0137'NORTH PLATTE RIVER, IN THE NORTHWEST 1/4 OF SECTION 29,
 MN0137'TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0137
 MN0137                          STATION RECOVERY (1985)
 MN0137
 MN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0137'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0137'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0068 ***********************************************************************
 MN0068  DESIGNATION -  3696
 MN0068  PID         -  MN0068
 MN0068  STATE/COUNTY-  NE/DEUEL
 MN0068  COUNTRY     -  US
 MN0068  USGS QUAD   -  CHAPPELL (2017)
 MN0068
 MN0068                         *CURRENT SURVEY CONTROL
 MN0068  ______________________________________________________________________
 MN0068* NAD 83(1986) POSITION- 41 05 29.     (N) 102 28 22.     (W)   SCALED
 MN0068* NAVD 88 ORTHO HEIGHT -  1126.555 (meters)     3696.04  (feet) ADJUSTED
 MN0068  ______________________________________________________________________
 MN0068  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 MN0068  DYNAMIC HEIGHT  -       1125.816 (meters)     3693.61  (feet) COMP
 MN0068  MODELED GRAVITY -    979,928.7   (mgal)                       NAVD 88
 MN0068
 MN0068  VERT ORDER      -  SECOND    CLASS 0
 MN0068
 MN0068.The horizontal coordinates were scaled from a map and have
 MN0068.an estimated accuracy of +/- 6 seconds.
 MN0068
 MN0068.The orthometric height was determined by differential leveling and
 MN0068.adjusted by the NATIONAL GEODETIC SURVEY
 MN0068.in June 1991.
 MN0068
 MN0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0068.GEOID18 height accuracy estimate available here.
 MN0068
 MN0068.Click photographs - Photos may exist for this station.
 MN0068
 MN0068.The dynamic height is computed by dividing the NAVD 88
 MN0068.geopotential number by the normal gravity value computed on the
 MN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0068.degrees latitude (g = 980.6199 gals.).
 MN0068
 MN0068.The modeled gravity was interpolated from observed gravity values.
 MN0068
 MN0068;                    North         East    Units  Estimated Accuracy
 MN0068;SPC NE       -   142,650.      292,330.      MT  (+/- 180 meters Scaled)
 MN0068
 MN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF122519(NAD 83)
 MN0068
 MN0068                          SUPERSEDED SURVEY CONTROL
 MN0068
 MN0068  NGVD 29 (??/??/92) 1126.064  (m)         3694.43   (f) ADJ UNCH    2 0
 MN0068
 MN0068.Superseded values are not recommended for survey control.
 MN0068
 MN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0068.See file dsdata.pdf to determine how the superseded data were derived.
 MN0068
 MN0068_MARKER: P = PIPE CAP
 MN0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0068_STAMPING: 3696 SIDNEY
 MN0068_MARK LOGO: USGS
 MN0068_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0068
 MN0068  HISTORY     - Date     Condition        Report By
 MN0068  HISTORY     - 1897     MONUMENTED       USGS
 MN0068  HISTORY     - 1933     GOOD             CGS
 MN0068  HISTORY     - 1941     MARK NOT FOUND   CGS
 MN0068
 MN0068                          STATION DESCRIPTION
 MN0068
 MN0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0068'AT CHAPPELL.
 MN0068'AT CHAPPELL, DEUEL COUNTY, ON THE UNION PACIFIC RAILROAD, 60
 MN0068'FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, AT THE
 MN0068'NORTHWEST CORNER OF THE SECTION YARD, 2 POLES WEST OF A ROAD
 MN0068'CROSSING, AND 30 FEET SOUTH OF THE SOUTH MAIN-LINE RAIL.  A
 MN0068'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3696 SIDNEY
 MN0068'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MN0068
 MN0068                          STATION RECOVERY (1941)
 MN0068
 MN0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0152 ***********************************************************************
 NP0152  DESIGNATION -  374.13
 NP0152  PID         -  NP0152
 NP0152  STATE/COUNTY-  NE/BOX BUTTE
 NP0152  COUNTRY     -  US
 NP0152  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0152
 NP0152                         *CURRENT SURVEY CONTROL
 NP0152  ______________________________________________________________________
 NP0152* NAD 83(1986) POSITION- 42 11 43.     (N) 102 57 46.     (W)   SCALED
 NP0152* NAVD 88 ORTHO HEIGHT -  1252.514 (meters)     4109.29  (feet) ADJUSTED
 NP0152  ______________________________________________________________________
 NP0152  GEOID HEIGHT    -        -18.491 (meters)                     GEOID18
 NP0152  DYNAMIC HEIGHT  -       1251.783 (meters)     4106.89  (feet) COMP
 NP0152  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 NP0152
 NP0152  VERT ORDER      -  FIRST     CLASS II
 NP0152
 NP0152.The horizontal coordinates were scaled from a map and have
 NP0152.an estimated accuracy of +/- 6 seconds.
 NP0152
 NP0152.The orthometric height was determined by differential leveling and
 NP0152.adjusted by the NATIONAL GEODETIC SURVEY
 NP0152.in June 1991.
 NP0152
 NP0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0152.GEOID18 height accuracy estimate available here.
 NP0152
 NP0152.Click photographs - Photos may exist for this station.
 NP0152
 NP0152.The dynamic height is computed by dividing the NAVD 88
 NP0152.geopotential number by the normal gravity value computed on the
 NP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0152.degrees latitude (g = 980.6199 gals.).
 NP0152
 NP0152.The modeled gravity was interpolated from observed gravity values.
 NP0152
 NP0152;                    North         East    Units  Estimated Accuracy
 NP0152;SPC NE       -   266,430.      255,400.      MT  (+/- 180 meters Scaled)
 NP0152
 NP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG682734(NAD 83)
 NP0152
 NP0152                          SUPERSEDED SURVEY CONTROL
 NP0152
 NP0152  NGVD 29 (??/??/92) 1251.912  (m)         4107.31   (f) ADJ UNCH    1 2
 NP0152
 NP0152.Superseded values are not recommended for survey control.
 NP0152
 NP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0152.See file dsdata.pdf to determine how the superseded data were derived.
 NP0152
 NP0152_MARKER: R = RIVET
 NP0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0152_SP_SET: HEADWALL
 NP0152_MARK LOGO: NONE
 NP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0152+STABILITY: SURFACE MOTION
 NP0152
 NP0152  HISTORY     - Date     Condition        Report By
 NP0152  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0152  HISTORY     - 1956     GOOD             CGS
 NP0152  HISTORY     - 1985     GOOD             NGS
 NP0152
 NP0152                          STATION DESCRIPTION
 NP0152
 NP0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0152'8.6 MI NW FROM ALLIANCE.
 NP0152'8.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0152'RAILROAD FROM THE STATION AT ALLIANCE, 5 POLES NORTHWEST OF
 NP0152'MILEPOST 374, 7.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 NP0152'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST
 NP0152'END OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE BRIDGE, IN THE
 NP0152'SOUTHEAST 1/4 OF SECTION 30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0152
 NP0152                          STATION RECOVERY (1985)
 NP0152
 NP0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1962 ***********************************************************************
 MK1962  DESIGNATION -  378
 MK1962  PID         -  MK1962
 MK1962  STATE/COUNTY-  NE/BURT
 MK1962  COUNTRY     -  US
 MK1962  USGS QUAD   -  TEKAMAH (2017)
 MK1962
 MK1962                         *CURRENT SURVEY CONTROL
 MK1962  ______________________________________________________________________
 MK1962* NAD 83(1995) POSITION- 41 46 18.51753(N) 096 13 33.73642(W)   ADJUSTED
 MK1962* NAVD 88 ORTHO HEIGHT -   367.    (meters)     1204.    (feet) SCALED
 MK1962  ______________________________________________________________________
 MK1962  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 MK1962  LAPLACE CORR    -        -11.11  (seconds)                    DEFLEC18
 MK1962  HORZ ORDER      -  SECOND
 MK1962
 MK1962.The horizontal coordinates were established by classical geodetic methods
 MK1962.and adjusted by the National Geodetic Survey in August 1997.
 MK1962
 MK1962.The orthometric height was scaled from a topographic map.
 MK1962
 MK1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1962.GEOID18 height accuracy estimate available here.
 MK1962
 MK1962.Click photographs - Photos may exist for this station.
 MK1962
 MK1962.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1962
 MK1962. The following values were computed from the NAD 83(1995) position.
 MK1962
 MK1962;                    North         East     Units Scale Factor Converg.
 MK1962;SPC NE       -   222,066.019   813,586.873   MT  0.99966934   +2 30 03.6
 MK1962;SPC NE       -   728,561.60  2,669,242.93   sFT  0.99966934   +2 30 03.6
 MK1962;UTM  14      - 4,628,160.723   730,562.164   MT  1.00025420   +1 50 55.4
 MK1962
 MK1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1962!SPC NE       -   0.99994668  x   0.99966934  =   0.99961604
 MK1962!UTM  14      -   0.99994668  x   1.00025420  =   1.00020087
 MK1962
 MK1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3056228160(NAD 83)
 MK1962
 MK1962                          SUPERSEDED SURVEY CONTROL
 MK1962
 MK1962  NAD 83(1986)-  41 46 18.52205(N)    096 13 33.73621(W) AD(       ) 2
 MK1962  NAD 27      -  41 46 18.56600(N)    096 13 32.67600(W) AD(       ) 2
 MK1962
 MK1962.Superseded values are not recommended for survey control.
 MK1962
 MK1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1962.See file dsdata.pdf to determine how the superseded data were derived.
 MK1962
 MK1962_MARKER: P = PIPE CAP
 MK1962_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK1962_MARK LOGO: MORC
 MK1962_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1962
 MK1962  HISTORY     - Date     Condition        Report By
 MK1962  HISTORY     - UNK      MONUMENTED       MORC
 MK1962  HISTORY     - 1934     GOOD             CGS
 MK1962  HISTORY     - 20101013 MARK NOT FOUND   GEOCAC
 MK1962
 MK1962                          STATION DESCRIPTION
 MK1962
 MK1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1962'MARK IS A 3-INCH IRON PIPE, PROJECTING ABOUT 8 INCHES, WITH A
 MK1962'CAP ON TOP ON WHICH IS A TRIANGLE AND CENTER POINT.
 MK1962'
 MK1962'TO REACH FROM POST OFFICE IN TEKAMAH, GO SOUTH ON MAIN STREET 3
 MK1962'BLOCKS TO SOUTH EDGE OF SMALL PARK, TURN RIGHT (WEST) UP HILL, ON
 MK1962'STREET JUST SOUTH OF DEPOT, TO TOP OF HILL AND STATION ON NORTH.
 MK1962'
 MK1962'MARK IS 3.627 METERS (11.90 FEET) NORTH OF U.S. COAST AND GEODETIC
 MK1962'SURVEY TRIANGULATION STATION TEK, 4.6 FEET WEST OF RESERVOIR
 MK1962'FENCE CORNER, 1.9 FEET SOUTH OF RESERVOIR FENCE CORNER AND 46.0
 MK1962'FEET NORTH OF CENTERLINE OF DIRT ROAD.
 MK1962
 MK1962                          STATION RECOVERY (2010)
 MK1962
 MK1962'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 MK1962'NOT FOUND.  THE FENCE DESCRIBED IN 1934 HAS BEEN REMOVED.  THIS
 MK1962'STATION IS NEAR MK0365-TEK WHICH PROVIDES A CURRENT REFERENCE POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0020 ***********************************************************************
 LH0020  DESIGNATION -  379
 LH0020  PID         -  LH0020
 LH0020  STATE/COUNTY-  NE/ADAMS
 LH0020  COUNTRY     -  US
 LH0020  USGS QUAD   -  HASTINGS WEST (2017)
 LH0020
 LH0020                         *CURRENT SURVEY CONTROL
 LH0020  ______________________________________________________________________
 LH0020* NAD 83(1986) POSITION- 40 36 15.27   (N) 098 25 27.34   (W)   HD_HELD1
 LH0020* NAVD 88 ORTHO HEIGHT -   592.164 (meters)     1942.79  (feet) ADJUSTED
 LH0020  ______________________________________________________________________
 LH0020  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 LH0020  DYNAMIC HEIGHT  -        591.832 (meters)     1941.70  (feet) COMP
 LH0020  MODELED GRAVITY -    980,045.2   (mgal)                       NAVD 88
 LH0020
 LH0020  VERT ORDER      -  FIRST     CLASS II
 LH0020
 LH0020.This mark is at Hastings Municipal Airport (HSI)
 LH0020
 LH0020.The horizontal coordinates were determined by differentially corrected
 LH0020.hand held GPS observations or other comparable positioning techniques
 LH0020.and have an estimated accuracy of +/- 3 meters.
 LH0020
 LH0020.The orthometric height was determined by differential leveling and
 LH0020.adjusted by the NATIONAL GEODETIC SURVEY
 LH0020.in June 1991.
 LH0020
 LH0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0020.GEOID18 height accuracy estimate available here.
 LH0020
 LH0020.Click photographs - Photos may exist for this station.
 LH0020
 LH0020.The dynamic height is computed by dividing the NAVD 88
 LH0020.geopotential number by the normal gravity value computed on the
 LH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0020.degrees latitude (g = 980.6199 gals.).
 LH0020
 LH0020.The modeled gravity was interpolated from observed gravity values.
 LH0020
 LH0020;                    North         East    Units  Estimated Accuracy
 LH0020;SPC NE       -    86,808.6     633,328.3     MT  (+/- 3 meters HH1 GPS) 
 LH0020
 LH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4870994984(NAD 83)
 LH0020
 LH0020                          SUPERSEDED SURVEY CONTROL
 LH0020
 LH0020  NGVD 29 (??/??/92)  591.933  (m)         1942.03   (f) ADJ UNCH    1 2
 LH0020
 LH0020.Superseded values are not recommended for survey control.
 LH0020
 LH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0020.See file dsdata.pdf to determine how the superseded data were derived.
 LH0020
 LH0020_MARKER: DD = SURVEY DISK
 LH0020_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0020_STAMPING: 379
 LH0020_MARK LOGO: CGS+SS
 LH0020_PROJECTION: RECESSED 3 CENTIMETERS
 LH0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0020
 LH0020  HISTORY     - Date     Condition        Report By
 LH0020  HISTORY     - 1934     MONUMENTED       NEGS
 LH0020  HISTORY     - 1947     GOOD             CGS
 LH0020  HISTORY     - 1964     MARK NOT FOUND   CGS
 LH0020
 LH0020                          STATION DESCRIPTION
 LH0020
 LH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0020'2.9 MI NW FROM HASTINGS.
 LH0020'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE) FROM THE
 LH0020'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT HASTINGS,
 LH0020'THENCE NORTH 0.9 MILE ALONG A SECTION LINE ROAD, THENCE WEST
 LH0020'0.2 MILE ALONG A SECTION LINE ROAD, AT THE HASTINGS MUNICIPAL
 LH0020'AIRPORT, ABOUT 0.25 MILE NORTH OF THE OFFICE BUILDING, ALONG
 LH0020'THE NORTH BOUNDARY FENCE OF THE AIRPORT, 999.0 FEET WEST OF THE
 LH0020'STONE POST AT THE NORTHEAST CORNER OF THE FIELD, 3.5 FEET SOUTH
 LH0020'OF A FENCE, 0.5 FOOT SOUTHEAST OF A REFERENCE POST, SET IN THE
 LH0020'TOP OF A CONCRETE POST 1.0 FOOT BELOW THE GROUND.
 LH0020
 LH0020                          STATION RECOVERY (1964)
 LH0020
 LH0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0033 ***********************************************************************
 MN0033  DESIGNATION -  3793 RESET
 MN0033  PID         -  MN0033
 MN0033  STATE/COUNTY-  NE/DEUEL
 MN0033  COUNTRY     -  US
 MN0033  USGS QUAD   -  CHAPPELL SE (2017)
 MN0033
 MN0033                         *CURRENT SURVEY CONTROL
 MN0033  ______________________________________________________________________
 MN0033* NAD 83(1986) POSITION- 41 06 20.     (N) 102 20 34.     (W)   SCALED
 MN0033* NAVD 88 ORTHO HEIGHT -  1156.08  (meters)     3792.9   (feet) RESET
 MN0033  ______________________________________________________________________
 MN0033  GEOID HEIGHT    -        -20.247 (meters)                     GEOID18
 MN0033  VERT ORDER      -  THIRD
 MN0033
 MN0033.The horizontal coordinates were scaled from a map and have
 MN0033.an estimated accuracy of +/- 6 seconds.
 MN0033
 MN0033.The orthometric height was computed from unverified reset data.
 MN0033
 MN0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0033.GEOID18 height accuracy estimate available here.
 MN0033
 MN0033.Click photographs - Photos may exist for this station.
 MN0033
 MN0033;                    North         East    Units  Estimated Accuracy
 MN0033;SPC NE       -   143,920.      303,290.      MT  (+/- 180 meters Scaled)
 MN0033
 MN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF231538(NAD 83)
 MN0033
 MN0033                          SUPERSEDED SURVEY CONTROL
 MN0033
 MN0033  NGVD 29 (??/??/??) 1155.58   (m)         3791.3    (f) RESET       3  
 MN0033
 MN0033.Superseded values are not recommended for survey control.
 MN0033
 MN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0033.See file dsdata.pdf to determine how the superseded data were derived.
 MN0033
 MN0033_MARKER: DB = BENCH MARK DISK
 MN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0033_STAMPING: 3793 USGS RESET 1964
 MN0033_MARK LOGO: CGS
 MN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0033+STABILITY: SURFACE MOTION
 MN0033
 MN0033  HISTORY     - Date     Condition        Report By
 MN0033  HISTORY     - 1964     MONUMENTED       CGS
 MN0033
 MN0033                          STATION DESCRIPTION
 MN0033
 MN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0033'7.9 MI NE FROM CHAPPELL.
 MN0033'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0033'CHAPPELL, DEUEL COUNTY, THENCE 1.0 MILE NORTH ALONG STATE
 MN0033'HIGHWAY 27, AT A ROAD CROSSING, 70 FEET WEST OF THE CENTERLINE
 MN0033'OF STATE HIGHWAY 27, 35 FEET SOUTH OF THE CENTER OF EAST-WEST
 MN0033'DIRT ROAD, 2 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 MN0033'AND 2 FEET NORTH OF A NEW STEEL WITNESS POST AND SET IN THE TOP
 MN0033'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1961 ***********************************************************************
 MK1961  DESIGNATION -  380
 MK1961  PID         -  MK1961
 MK1961  STATE/COUNTY-  NE/BURT
 MK1961  COUNTRY     -  US
 MK1961  USGS QUAD   -  TEKAMAH (2017)
 MK1961
 MK1961                         *CURRENT SURVEY CONTROL
 MK1961  ______________________________________________________________________
 MK1961* NAD 83(1995) POSITION- 41 50 34.71481(N) 096 08 01.43393(W)   ADJUSTED
 MK1961* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 MK1961  ______________________________________________________________________
 MK1961  GEOID HEIGHT    -        -27.396 (meters)                     GEOID18
 MK1961  LAPLACE CORR    -         -9.14  (seconds)                    DEFLEC18
 MK1961  HORZ ORDER      -  THIRD
 MK1961
 MK1961.The horizontal coordinates were established by classical geodetic methods
 MK1961.and adjusted by the National Geodetic Survey in August 1997.
 MK1961
 MK1961.The orthometric height was scaled from a topographic map.
 MK1961
 MK1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1961.GEOID18 height accuracy estimate available here.
 MK1961
 MK1961.Click photographs - Photos may exist for this station.
 MK1961
 MK1961.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1961
 MK1961. The following values were computed from the NAD 83(1995) position.
 MK1961
 MK1961;                    North         East     Units Scale Factor Converg.
 MK1961;SPC NE       -   230,298.785   820,898.515   MT  0.99967586   +2 33 43.8
 MK1961;SPC NE       -   755,571.93  2,693,231.21   sFT  0.99967586   +2 33 43.8
 MK1961;SPC NE       -   755,571.93  2,693,231.21   sFT  0.99967586   +2 33 43.8
 MK1961;SPC IA S     -   207,978.960   281,288.682   MT  1.00001114   -1 44 05.4
 MK1961;SPC IA S     -   682,344.30    922,861.28   sFT  1.00001114   -1 44 05.4
 MK1961;SPC NE       -   230,298.785   820,898.515   MT  0.99967586   +2 33 43.8
 MK1961;UTM  14      - 4,636,314.832   737,971.305   MT  1.00029691   +1 54 46.7
 MK1961
 MK1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1961!SPC NE       -   0.99995487  x   0.99967586  =   0.99963074
 MK1961!SPC IA S     -   0.99995487  x   1.00001114  =   0.99996601
 MK1961!SPC NE       -   0.99995487  x   0.99967586  =   0.99963074
 MK1961!UTM  14      -   0.99995487  x   1.00029691  =   1.00025177
 MK1961
 MK1961:                Primary Azimuth Mark                     Grid Az
 MK1961:SPC NE       -  380 AZ MK                                357 13 44.0
 MK1961:SPC IA S     -  380 AZ MK                                001 31 33.2
 MK1961:SPC NE       -  380 AZ MK                                357 13 44.0
 MK1961:UTM  14      -  380 AZ MK                                357 52 41.1
 MK1961
 MK1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3797136314(NAD 83)
 MK1961
 MK1961|---------------------------------------------------------------------|
 MK1961| PID    Reference Object                     Distance      Geod. Az  |
 MK1961|                                                           dddmmss.s |
 MK1961| CL6696 380 RM 1                             14.982 METERS 00921     |
 MK1961| MK1960 OMAHA/SIOUX FALLS AMBER 4 BN 3      APPROX. 2.4 KM 1703813.6 |
 MK1961| CL6697 380 RM 2                             16.050 METERS 17206     |
 MK1961| CL6695 380 AZ MK                                          3594727.8 |
 MK1961|---------------------------------------------------------------------|
 MK1961
 MK1961                          SUPERSEDED SURVEY CONTROL
 MK1961
 MK1961  NAD 83(1986)-  41 50 34.71837(N)    096 08 01.43363(W) AD(       ) 3
 MK1961  NAD 27      -  41 50 34.76400(N)    096 08 00.37500(W) AD(       ) 3
 MK1961
 MK1961.Superseded values are not recommended for survey control.
 MK1961
 MK1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1961.See file dsdata.pdf to determine how the superseded data were derived.
 MK1961
 MK1961_MARKER: P = PIPE CAP
 MK1961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK1961_STAMPING: 380
 MK1961_MARK LOGO: MORC
 MK1961_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1961
 MK1961  HISTORY     - Date     Condition        Report By
 MK1961  HISTORY     - UNK      MONUMENTED       MORC
 MK1961  HISTORY     - 1948     GOOD             CGS
 MK1961
 MK1961                          STATION DESCRIPTION
 MK1961
 MK1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1961'LOCATED ABOUT 6-1/2 MILES NORTHEAST OF TEKAMAH AND 1 MILE WEST OF
 MK1961'THE MISSOURI RIVER.  IT IS IN NW 1/4 OF SEC. 36, T. 22 N., R. 11E.
 MK1961'AND IS ON THE EAST SIDE OF THE SECTION LINE ROAD.  IT IS
 MK1961'APPROXIMATELY 27 FEET EAST OF THE CENTERLINE OF THE ROAD AND 9 FEET
 MK1961'WEST OF THE RIGHT-OF-WAY FENCE LINE.  THE STATION IS MARKED
 MK1961'BY A MISSOURI RIVER COMMISSIOIN MARK WHICH IS A 2 INCH IRON PIPE
 MK1961'THAT PROJECTS 4 INCHES AND CAPPED WITH A BRONZE CAP WHICH IS
 MK1961'STAMPED 380.
 MK1961'
 MK1961'REFERENCE MARK NO. 1 IS 49.15 FEET NORTH OF THE STATION, 34 FEET
 MK1961'EAST OF THE CENTER LINE OF THE ROAD AND 1 FOOT WEST OF THE
 MK1961'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 MK1961'IS STAMPED 380 MORC NO 1 1948.
 MK1961'
 MK1961'REFERENCE MARK NO. 2 IS 52.66 FEET SOUTH OF THE STATION, 34
 MK1961'FEET EAST OF THE CENTER LINE OF THE ROAD AND 1 FOOT WEST OF THE
 MK1961'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MK1961'IS STAMPED 380 MORC NO 2 1948.
 MK1961'
 MK1961'AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, 20 FEET
 MK1961'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE CURVE IN THE ROAD
 MK1961'AND 2.3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 MK1961'AND THE DISC IS STAMPED 380 MORC 1948.
 MK1961'
 MK1961'THE STATION WAS REACHED FROM THE COURT HOUSE IN TEKAMAH BY
 MK1961'GOING NORTH ON U.S. HIGHWAY 73E FOR 3.65 MILE TO CROSS ROADS AT
 MK1961'A LARGE WHITE HOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 MK1961'TURN RIGHT OR EAST AND GO 4.15 MILE TO A T-INTERSECTION.
 MK1961'TURN LEFT OR NORTH FOR 1.8 MILE TO CROSS ROADS.  THENCE RIGHT OR
 MK1961'EAST FOR 0.25 MILE TO AZIMUTH MARK ON THE LEFT OR NORTH, JUST
 MK1961'OFF THE CURVE IN THE ROAD.  FROM HERE CONTINUE NORTH FOR 0.6
 MK1961'MILE TO THE STATION MARK ON THE LEFT AS DESCRIBED ABOVE.
 MK1961'
 MK1961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0037 ***********************************************************************
 MN0037  DESIGNATION -  3804
 MN0037  PID         -  MN0037
 MN0037  STATE/COUNTY-  NE/DEUEL
 MN0037  COUNTRY     -  US
 MN0037  USGS QUAD   -  CHAPPELL NE (2017)
 MN0037
 MN0037                         *CURRENT SURVEY CONTROL
 MN0037  ______________________________________________________________________
 MN0037* NAD 83(1986) POSITION- 41 08 56.     (N) 102 20 30.     (W)   SCALED
 MN0037* NAVD 88 ORTHO HEIGHT -  1159.568 (meters)     3804.35  (feet) ADJUSTED
 MN0037  ______________________________________________________________________
 MN0037  GEOID HEIGHT    -        -20.243 (meters)                     GEOID18
 MN0037  DYNAMIC HEIGHT  -       1158.804 (meters)     3801.84  (feet) COMP
 MN0037  MODELED GRAVITY -    979,924.9   (mgal)                       NAVD 88
 MN0037
 MN0037  VERT ORDER      -  SECOND    CLASS 0
 MN0037
 MN0037.The horizontal coordinates were scaled from a map and have
 MN0037.an estimated accuracy of +/- 6 seconds.
 MN0037
 MN0037.The orthometric height was determined by differential leveling and
 MN0037.adjusted by the NATIONAL GEODETIC SURVEY
 MN0037.in June 1991.
 MN0037
 MN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0037.GEOID18 height accuracy estimate available here.
 MN0037
 MN0037.Click photographs - Photos may exist for this station.
 MN0037
 MN0037.The dynamic height is computed by dividing the NAVD 88
 MN0037.geopotential number by the normal gravity value computed on the
 MN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0037.degrees latitude (g = 980.6199 gals.).
 MN0037
 MN0037.The modeled gravity was interpolated from observed gravity values.
 MN0037
 MN0037;                    North         East    Units  Estimated Accuracy
 MN0037;SPC NE       -   148,720.      303,520.      MT  (+/- 180 meters Scaled)
 MN0037
 MN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF230586(NAD 83)
 MN0037
 MN0037                          SUPERSEDED SURVEY CONTROL
 MN0037
 MN0037  NGVD 29 (??/??/92) 1159.062  (m)         3802.69   (f) ADJ UNCH    2 0
 MN0037
 MN0037.Superseded values are not recommended for survey control.
 MN0037
 MN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0037.See file dsdata.pdf to determine how the superseded data were derived.
 MN0037
 MN0037_MARKER: P = PIPE CAP
 MN0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0037_STAMPING: SIDNEY 3804
 MN0037_MARK LOGO: USGS
 MN0037_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0037
 MN0037  HISTORY     - Date     Condition        Report By
 MN0037  HISTORY     - 1897     MONUMENTED       USGS
 MN0037  HISTORY     - 1941     GOOD             CGS
 MN0037  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0037
 MN0037                          STATION DESCRIPTION
 MN0037
 MN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MN0037'6.9 MI E FROM CHAPPELL.
 MN0037'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0037'CHAPPELL, DEUEL COUNTY, THENCE 4.0 MILES NORTH ALONG STATE
 MN0037'HIGHWAY 27, AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE
 MN0037'OF THE HIGHWAY, AND 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 MN0037'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED SIDNEY
 MN0037'3804 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 MN0037
 MN0037                          STATION RECOVERY (1971)
 MN0037
 MN0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0026 ***********************************************************************
 LH0026  DESIGNATION -  381
 LH0026  PID         -  LH0026
 LH0026  STATE/COUNTY-  NE/ADAMS
 LH0026  COUNTRY     -  US
 LH0026  USGS QUAD   -  HASTINGS WEST (2017)
 LH0026
 LH0026                         *CURRENT SURVEY CONTROL
 LH0026  ______________________________________________________________________
 LH0026* NAD 83(1986) POSITION- 40 36 28.16   (N) 098 23 09.37   (W)   HD_HELD1
 LH0026* NAVD 88 ORTHO HEIGHT -   585.044 (meters)     1919.43  (feet) ADJUSTED
 LH0026  ______________________________________________________________________
 LH0026  GEOID HEIGHT    -        -25.285 (meters)                     GEOID18
 LH0026  DYNAMIC HEIGHT  -        584.718 (meters)     1918.36  (feet) COMP
 LH0026  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 LH0026
 LH0026  VERT ORDER      -  FIRST     CLASS II
 LH0026
 LH0026.The horizontal coordinates were determined by differentially corrected
 LH0026.hand held GPS observations or other comparable positioning techniques
 LH0026.and have an estimated accuracy of +/- 3 meters.
 LH0026
 LH0026.The orthometric height was determined by differential leveling and
 LH0026.adjusted by the NATIONAL GEODETIC SURVEY
 LH0026.in June 1991.
 LH0026
 LH0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0026.GEOID18 height accuracy estimate available here.
 LH0026
 LH0026.Click photographs - Photos may exist for this station.
 LH0026
 LH0026.The dynamic height is computed by dividing the NAVD 88
 LH0026.geopotential number by the normal gravity value computed on the
 LH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0026.degrees latitude (g = 980.6199 gals.).
 LH0026
 LH0026.The modeled gravity was interpolated from observed gravity values.
 LH0026
 LH0026;                    North         East    Units  Estimated Accuracy
 LH0026;SPC NE       -    87,265.8     636,563.4     MT  (+/- 3 meters HH1 GPS) 
 LH0026
 LH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5194895404(NAD 83)
 LH0026
 LH0026                          SUPERSEDED SURVEY CONTROL
 LH0026
 LH0026  NGVD 29 (??/??/92)  584.813  (m)         1918.67   (f) ADJ UNCH    1 2
 LH0026
 LH0026.Superseded values are not recommended for survey control.
 LH0026
 LH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0026.See file dsdata.pdf to determine how the superseded data were derived.
 LH0026
 LH0026_MARKER: DD = SURVEY DISK
 LH0026_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0026_STAMPING: 381
 LH0026_MARK LOGO: CGS+SS
 LH0026_PROJECTION: RECESSED 21 CENTIMETERS
 LH0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0026
 LH0026  HISTORY     - Date     Condition        Report By
 LH0026  HISTORY     - 1934     MONUMENTED       NEGS
 LH0026  HISTORY     - 1947     GOOD             CGS
 LH0026  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0026  HISTORY     - 20010810 MARK NOT FOUND   NEDR
 LH0026
 LH0026                          STATION DESCRIPTION
 LH0026
 LH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0026'AT HASTINGS.
 LH0026'AT HASTINGS, AT THE NORTH CITY LIMITS, AT THE INTERSECTION OF
 LH0026'NORTH KANSAS AVENUE AND 22ND STREET, 31.4 FEET WEST OF TELEPHONE
 LH0026'POLE NO. 8, 23.0 FEET NORTH OF THE CENTER LINE OF 22ND STREET,
 LH0026'IN LINE WITH THE CENTER LINE OF THE ASPHALT PAVING ON NORTH
 LH0026'KANSAS AVENUE, 3.7 FEET NORTH OF AN EAST-WEST LINE OF TELEPHONE
 LH0026'POLES, SET IN THE TOP OF A CONCRETE POST ABOUT 0.7 FOOT BELOW
 LH0026'THE GROUND.
 LH0026
 LH0026                          STATION RECOVERY (1991)
 LH0026
 LH0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0026'THE DESCRIBED AREA IS NOW A STREET.  ASSUMED DESTROYED.
 LH0026
 LH0026                          STATION RECOVERY (2001)
 LH0026
 LH0026'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0026'NOTE-ASSUMED DESTROYED - KANSAS AVENUE AND 22ND STREET WAS ALL TORN UP
 LH0026'FOR NEW STREETS WHERE THE BENCH MARK WAS LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0005 ***********************************************************************
 LH0005  DESIGNATION -  386
 LH0005  PID         -  LH0005
 LH0005  STATE/COUNTY-  NE/ADAMS
 LH0005  COUNTRY     -  US
 LH0005  USGS QUAD   -  HASTINGS WEST (2017)
 LH0005
 LH0005                         *CURRENT SURVEY CONTROL
 LH0005  ______________________________________________________________________
 LH0005* NAD 83(1986) POSITION- 40 34 04.56   (N) 098 24 41.93   (W)   HD_HELD1
 LH0005* NAVD 88 ORTHO HEIGHT -   588.673 (meters)     1931.34  (feet) ADJUSTED
 LH0005  ______________________________________________________________________
 LH0005  GEOID HEIGHT    -        -25.309 (meters)                     GEOID18
 LH0005  DYNAMIC HEIGHT  -        588.342 (meters)     1930.25  (feet) COMP
 LH0005  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 LH0005
 LH0005  VERT ORDER      -  FIRST     CLASS II
 LH0005
 LH0005.The horizontal coordinates were determined by differentially corrected
 LH0005.hand held GPS observations or other comparable positioning techniques
 LH0005.and have an estimated accuracy of +/- 3 meters.
 LH0005
 LH0005.The orthometric height was determined by differential leveling and
 LH0005.adjusted by the NATIONAL GEODETIC SURVEY
 LH0005.in June 1991.
 LH0005
 LH0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0005.GEOID18 height accuracy estimate available here.
 LH0005
 LH0005.Click photographs - Photos may exist for this station.
 LH0005
 LH0005.The dynamic height is computed by dividing the NAVD 88
 LH0005.geopotential number by the normal gravity value computed on the
 LH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0005.degrees latitude (g = 980.6199 gals.).
 LH0005
 LH0005.The modeled gravity was interpolated from observed gravity values.
 LH0005
 LH0005;                    North         East    Units  Estimated Accuracy
 LH0005;SPC NE       -    82,797.7     634,469.6     MT  (+/- 3 meters HH1 GPS) 
 LH0005
 LH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4980390961(NAD 83)
 LH0005
 LH0005                          SUPERSEDED SURVEY CONTROL
 LH0005
 LH0005  NGVD 29 (??/??/92)  588.442  (m)         1930.58   (f) ADJ UNCH    1 2
 LH0005
 LH0005.Superseded values are not recommended for survey control.
 LH0005
 LH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0005.See file dsdata.pdf to determine how the superseded data were derived.
 LH0005
 LH0005_MARKER: DD = SURVEY DISK
 LH0005_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0005_STAMPING: 386
 LH0005_MARK LOGO: CGS+SS
 LH0005_PROJECTION: FLUSH
 LH0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0005
 LH0005  HISTORY     - Date     Condition        Report By
 LH0005  HISTORY     - 1934     MONUMENTED       NEGS
 LH0005  HISTORY     - 1947     GOOD             CGS
 LH0005
 LH0005                          STATION DESCRIPTION
 LH0005
 LH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0005'AT HASTINGS.
 LH0005'AT HASTINGS, 2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND
 LH0005'QUINCY RAILROAD FROM THE STATION, IN THE SOUTHEAST QUARTER OF
 LH0005'THE CROSSING OF THE TRACK AND U.S. HIGHWAY NO. 6 (ALTERNATE),
 LH0005'41.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 17.2 FEET SOUTH
 LH0005'OF THE CENTER LINE OF THE HIGHWAY, 25.4 FEET NORTH-NORTHEAST OF
 LH0005'THE 2ND POLE NORTH OF MILEPOST 2, SET IN THE TOP OF A CONCRETE
 LH0005'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0347 ***********************************************************************
 NP0347  DESIGNATION -  387.57
 NP0347  PID         -  NP0347
 NP0347  STATE/COUNTY-  NE/BOX BUTTE
 NP0347  COUNTRY     -  US
 NP0347  USGS QUAD   -  HEMINGFORD (2017)
 NP0347
 NP0347                         *CURRENT SURVEY CONTROL
 NP0347  ______________________________________________________________________
 NP0347* NAD 83(1986) POSITION- 42 20 43.     (N) 103 07 20.     (W)   SCALED
 NP0347* NAVD 88 ORTHO HEIGHT -  1312.917 (meters)     4307.46  (feet) ADJUSTED
 NP0347  ______________________________________________________________________
 NP0347  GEOID HEIGHT    -        -18.223 (meters)                     GEOID18
 NP0347  DYNAMIC HEIGHT  -       1312.142 (meters)     4304.92  (feet) COMP
 NP0347  MODELED GRAVITY -    979,985.5   (mgal)                       NAVD 88
 NP0347
 NP0347  VERT ORDER      -  FIRST     CLASS II
 NP0347
 NP0347.The horizontal coordinates were scaled from a map and have
 NP0347.an estimated accuracy of +/- 6 seconds.
 NP0347
 NP0347.The orthometric height was determined by differential leveling and
 NP0347.adjusted by the NATIONAL GEODETIC SURVEY
 NP0347.in June 1991.
 NP0347
 NP0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0347.GEOID18 height accuracy estimate available here.
 NP0347
 NP0347.Click photographs - Photos may exist for this station.
 NP0347
 NP0347.The dynamic height is computed by dividing the NAVD 88
 NP0347.geopotential number by the normal gravity value computed on the
 NP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0347.degrees latitude (g = 980.6199 gals.).
 NP0347
 NP0347.The modeled gravity was interpolated from observed gravity values.
 NP0347
 NP0347;                    North         East    Units  Estimated Accuracy
 NP0347;SPC NE       -   283,540.      242,840.      MT  (+/- 180 meters Scaled)
 NP0347
 NP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG546898(NAD 83)
 NP0347
 NP0347                          SUPERSEDED SURVEY CONTROL
 NP0347
 NP0347  NGVD 29 (??/??/92) 1312.274  (m)         4305.35   (f) ADJ UNCH    1 2
 NP0347
 NP0347.Superseded values are not recommended for survey control.
 NP0347
 NP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0347.See file dsdata.pdf to determine how the superseded data were derived.
 NP0347
 NP0347_MARKER: R = RIVET
 NP0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0347_SP_SET: BRIDGE
 NP0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0347
 NP0347  HISTORY     - Date     Condition        Report By
 NP0347  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0347  HISTORY     - 1956     GOOD             CGS
 NP0347  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0347
 NP0347                          STATION DESCRIPTION
 NP0347
 NP0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0347'2.9 MI NW FROM HEMINGFORD.
 NP0347'2.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0347'RAILROAD FROM THE STATION AT HEMINGFORD, 7.8 FEET SOUTHWEST OF
 NP0347'THE SOUTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 NP0347'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF SMALL
 NP0347'CONCRETE BRIDGE 387.57, IN SECTION 2, TOWNSHIP 27 NORTH, RANGE
 NP0347'50 WEST.
 NP0347
 NP0347                          STATION RECOVERY (1985)
 NP0347
 NP0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0347'NOT RECOVERED.  MARK IS UNDER A CROSS TIE BRACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1715 ***********************************************************************
 NM1715  DESIGNATION -  388 B
 NM1715  PID         -  NM1715
 NM1715  STATE/COUNTY-  NE/BURT
 NM1715  COUNTRY     -  US
 NM1715  USGS QUAD   -  MACY (2017)
 NM1715
 NM1715                         *CURRENT SURVEY CONTROL
 NM1715  ______________________________________________________________________
 NM1715* NAD 83(1995) POSITION- 42 02 23.56264(N) 096 16 50.10970(W)   ADJUSTED
 NM1715* NAVD 88 ORTHO HEIGHT -   379.    (meters)     1243.    (feet) SCALED
 NM1715  ______________________________________________________________________
 NM1715  GEOID HEIGHT    -        -26.477 (meters)                     GEOID18
 NM1715  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 NM1715  HORZ ORDER      -  SECOND
 NM1715
 NM1715.The horizontal coordinates were established by classical geodetic methods
 NM1715.and adjusted by the National Geodetic Survey in August 1997.
 NM1715
 NM1715.The orthometric height was scaled from a topographic map.
 NM1715
 NM1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1715.GEOID18 height accuracy estimate available here.
 NM1715
 NM1715.Click photographs - Photos may exist for this station.
 NM1715
 NM1715.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1715
 NM1715. The following values were computed from the NAD 83(1995) position.
 NM1715
 NM1715;                    North         East     Units Scale Factor Converg.
 NM1715;SPC NE       -   251,607.361   807,777.067   MT  0.99970197   +2 27 53.4
 NM1715;SPC NE       -   825,481.82  2,650,181.93   sFT  0.99970197   +2 27 53.4
 NM1715;UTM  14      - 4,657,782.278   725,083.588   MT  1.00022344   +1 49 18.5
 NM1715
 NM1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1715!SPC NE       -   0.99994469  x   0.99970197  =   0.99964668
 NM1715!UTM  14      -   0.99994469  x   1.00022344  =   1.00016812
 NM1715
 NM1715:                Primary Azimuth Mark                     Grid Az
 NM1715:SPC NE       -  388 B AZ MK RESET                        139 53 46.2
 NM1715:UTM  14      -  388 B AZ MK RESET                        140 32 21.1
 NM1715
 NM1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2508357782(NAD 83)
 NM1715
 NM1715|---------------------------------------------------------------------|
 NM1715| PID    Reference Object                     Distance      Geod. Az  |
 NM1715|                                                           dddmmss.s |
 NM1715| NM1662 ONAWA MUNICIPAL TANK                APPROX.15.4 KM 0945721.6 |
 NM1715| NM1663 OMAHA SIOUX FALLS AMB 4 BN 5        APPROX. 6.4 KM 0961651.1 |
 NM1715| CO2026 388 B AZ MK                                        1385517.8 |
 NM1715| CO2027 388 B AZ MK RESET                                  1422139.6 |
 NM1715| CO2030 388 B RM 3                            8.687 METERS 16756     |
 NM1715| CO2028 388 B RM 1                           28.255 METERS 17310     |
 NM1715| CO2029 388 B RM 2                           31.424 METERS 26948     |
 NM1715| CO2031 388 B RM 4                            7.303 METERS 35010     |
 NM1715|---------------------------------------------------------------------|
 NM1715
 NM1715                          SUPERSEDED SURVEY CONTROL
 NM1715
 NM1715  NAD 83(1986)-  42 02 23.56464(N)    096 16 50.10635(W) AD(       ) 2
 NM1715  NAD 27      -  42 02 23.61200(N)    096 16 49.01500(W) AD(       ) 2
 NM1715
 NM1715.Superseded values are not recommended for survey control.
 NM1715
 NM1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1715.See file dsdata.pdf to determine how the superseded data were derived.
 NM1715
 NM1715_MARKER: Z = SEE DESCRIPTION
 NM1715_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1715+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2016
 NM1715
 NM1715  HISTORY     - Date     Condition        Report By
 NM1715  HISTORY     - 1948     MONUMENTED       USACE
 NM1715  HISTORY     - 1961     GOOD             CGS
 NM1715  HISTORY     - 20050713 GOOD             NEGS
 NM1715  HISTORY     - 20050929 GOOD             BLMCHY
 NM1715  HISTORY     - 20160713 GOOD             INDIV
 NM1715
 NM1715                          STATION DESCRIPTION
 NM1715
 NM1715'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 NM1715'LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF DECATUR, 1/2 MILE
 NM1715'WEST OF THE MISSOURI RIVER AND ON A KNOLL ABOUT 125 FEET EAST
 NM1715'OF U.S. HIGHWAY 73E, WHICH OVERLOOKS THE MISSOURI RIVER TO THE
 NM1715'EAST.  IT IS 62 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND ON
 NM1715'THE HIGHEST PART OF THE KNOLL.  THE MARK IS A CONCRETE POST, ABOUT
 NM1715'4 INCHES SQUARE WITH AN IRON PLATE ON THE TOP AND A TIT
 NM1715'PROJECTING ABOUT 1/2 INCH.  A SMALL HOLE IN THE TOP OF THE TIT
 NM1715'WAS USED AS THE STATION.  ON THE IRON PLATE IS STAMPED 388
 NM1715'B.  THE TOP OF THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE
 NM1715'OF THE GROUND.  (NOTE BELOW *)
 NM1715'
 NM1715'REFERENCE MARK NO. 1 IS 92.69 FEET (SLOPE) SOUTH OF THE STATION,
 NM1715'51 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 NM1715'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 NM1715'2 INCHES AND THE DISC IS STAMPED 388 B USED NO 1 1948.
 NM1715'
 NM1715'REFERENCE MARK NO. 2 IS 103.10 FEET (SLOPE) WEST OF THE STATION,
 NM1715'50 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 NM1715'AND 1 FOOT NORTHEAST OF THE FENCE LINE.  THE MARK PROJECTS
 NM1715'ABOUT 2 INCHES AND THE DISK IS STAMPED 388 B USED NO 2 1948.
 NM1715'
 NM1715'AZIMUTH MARK IS 0.55 MILE SOUTHEAST OF THE STATION, 42 FEET
 NM1715'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 6 FEET
 NM1715'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 3.6 FEET WEST OF A
 NM1715'WITNESS POST.  IT IS ON THE TOP OF A CUT-BANK ABOUT 25 FEET
 NM1715'ABOVE THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 NM1715'DISC IS STAMPED 388 B USED 1948.
 NM1715'
 NM1715'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 73E
 NM1715'AND STATE ROUTE 51 BY GOING NORTHWESTERLY ON U.S. HIGHWAY
 NM1715'73E FOR 2 MILE TO THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED
 NM1715'ABOVE, THEN CONTINUE FOR 0.55 MILE TO THE STATION ON THE RIGHT
 NM1715'AS DESCRIBED ABOVE.
 NM1715'
 NM1715'*STATION IS LOCATED IN THE SE 1/4 OF SEC. 22, T. 24 N., R. 10 E.
 NM1715'
 NM1715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1715
 NM1715                          STATION RECOVERY (1961)
 NM1715
 NM1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NM1715'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NM1715'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 NM1715'73 WILL DESTROY THE AZIMUTH MARK AND BOTH REFERENCE MARKS.  THEY
 NM1715'WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1715'
 NM1715'STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH-NORTHWEST OF
 NM1715'DECATUR AND 1/2 MILE WEST OF THE MISSOURI RIVER ON THE HIGHEST
 NM1715'PART OF A KNOLL OVERLOOKING THE MISSOURI RIVER IN THE SE 1/4 OF
 NM1715'SEC. 22, T 24 N., R 10 E, AND 125 FEET NORTHEAST OF THE CENTERLINE
 NM1715'OF NEW U.S. HIGHWAY 73.  THE MARK IS A CONCRETE POST ABOUT
 NM1715'4 INCHES SQUARE WITH AN IRON PLATE ON TOP WHICH HAS A 1/2
 NM1715'INCH PROJECTION WITH A HOLE IN THE CENTER OF IT.  THIS HOLE
 NM1715'MARKS THE STATION.  THE MARK IS ABOUT 3 INCHES BELOW THE
 NM1715'SURFACE OF THE GROUND AND 388 B IS STAMPED ON THE PLATE.  THIS
 NM1715'MARK WAS ORIGINALLY ESTABLISHED BY THE U.S. ENGINEERS.
 NM1715'
 NM1715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 NM1715'STATE HIGHWAY 51 IN DECATUR, GO NORTH-NORTHWEST ON U.S. HIGHWAY
 NM1715'73 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NM1715'NORTHWEST ALONG U.S. HIGHWAY 73 FOR 0.55 MILE TO THE STATION ON
 NM1715'THE RIGHT ON THE RIGHT AS DESCRIBED.
 NM1715'
 NM1715'REFERENCE MARK NO. 3 IS 28.50 FEET SOUTH-SOUTHEAST OF THE
 NM1715'STATION AND 108 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 NM1715'73.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED 388 B USED
 NM1715'NO 3 1948.
 NM1715'
 NM1715'REFERENCE MARK NO. 4 IS 23.96 FEET NORTH-NORTHWEST OF THE STATION,
 NM1715'AND 145 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 73.  THE
 NM1715'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED 388 B USED NO
 NM1715'4 1948.
 NM1715'
 NM1715'AZIMUTH MARK (RESET) IS 0.55 MILE SOUTHEAST OF THE STATION,
 NM1715'100 YARDS NORTH OF AN EAST-WEST FENCE-LINE, 144 FEET SOUTHWEST
 NM1715'OF THE CENTER OF U.S. HIGHWAY 73, AND 1 FOOT NORTHWEST OF A
 NM1715'STEEL WITNESS POST SIGN.  THE MARK PROJECTS 4 INCHES AND THE
 NM1715'DISK IS STAMPED 388 B USED 1948 RESET 1961.
 NM1715'
 NM1715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 NM1715'U.S. HIGHWAY 73 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NM1715'
 NM1715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1715
 NM1715                          STATION RECOVERY (2005)
 NM1715
 NM1715'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2005 (GT)
 NM1715'STATION WAS RECOVERED AS DESCRIBED ABOVE WITH THE MARK BEING 10 FEET
 NM1715'EAST OF THE HIGHWAY RIGHT OF WAY FENCE ON TOP OF A HIGH HILL. THE MARK
 NM1715'IS AT GROUND LEVEL AND IS A 4 INCH SQUARE PLATE WITH A 1/2 INCH TIT
 NM1715'PROJECTING UP. WE CHECKED THE LOCATION BY USING OPUS.
 NM1715'
 NM1715'TO REACH THE MARK GO FROM THE JUCTION OF HIGHWAYS 75 AND 51 IN DECATUR
 NM1715'NEBRASKA THENCE ABOUT 2.7 MILES NORTHWEST ON HIGHWAY 75. THE STATION
 NM1715'IS ABOUT 125 FEET EAST OF HIGHWAY 75.
 NM1715'
 NM1715'REFERENCE MARK NO 3 IS 28.6 FEET SOUTH SOUTHEAST OF STATION ON THE
 NM1715'WEST SIDE OF HIGHWAY RIGHT OF WAY FENCE.
 NM1715'
 NM1715'TO REACH THE MARK GO FROM THE SCENIC OVERVIEW TURN OUT WHICH IS
 NM1715'LOCATED ON THE EAST SIDE OF HIGHWAY 75 AND MILE POST 152, AND GO
 NM1715'SOUTHEAST 0.2 MILES.
 NM1715'
 NM1715'TO REACH THE MARK GO FROM THE INTERSECTION OF HIGHWAY 75 AND COUNTY
 NM1715'ROAD X-75 (WHICH RUNS TO THE NORTHEAST) FOLLOW HIGHWAY 75 NORTHWEST
 NM1715'0.4 MILES TO TOP OF HILL.
 NM1715
 NM1715                          STATION RECOVERY (2005)
 NM1715
 NM1715'RECOVERY NOTE BY BLM, CHEYENNE, WY 2005 (RRL)
 NM1715'RECOVERED IN GOOD CONDITION.
 NM1715
 NM1715                          STATION RECOVERY (2016)
 NM1715
 NM1715'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 NM1715'FOUND GOOD CONDITION, AND AZIMUTH IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0363 ***********************************************************************
 LH0363  DESIGNATION -  391
 LH0363  PID         -  LH0363
 LH0363  STATE/COUNTY-  NE/KEARNEY
 LH0363  COUNTRY     -  US
 LH0363  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0363
 LH0363                         *CURRENT SURVEY CONTROL
 LH0363  ______________________________________________________________________
 LH0363* NAD 83(1986) POSITION- 40 27 07.36   (N) 098 57 44.48   (W)   HD_HELD1
 LH0363* NAVD 88 ORTHO HEIGHT -   667.229 (meters)     2189.07  (feet) ADJUSTED
 LH0363  ______________________________________________________________________
 LH0363  GEOID HEIGHT    -        -25.203 (meters)                     GEOID18
 LH0363  DYNAMIC HEIGHT  -        666.826 (meters)     2187.75  (feet) COMP
 LH0363  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 LH0363
 LH0363  VERT ORDER      -  SECOND    CLASS 0
 LH0363
 LH0363.The horizontal coordinates were determined by differentially corrected
 LH0363.hand held GPS observations or other comparable positioning techniques
 LH0363.and have an estimated accuracy of +/- 3 meters.
 LH0363
 LH0363.The orthometric height was determined by differential leveling and
 LH0363.adjusted by the NATIONAL GEODETIC SURVEY
 LH0363.in June 1991.
 LH0363
 LH0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0363.GEOID18 height accuracy estimate available here.
 LH0363
 LH0363.Click photographs - Photos may exist for this station.
 LH0363
 LH0363.The dynamic height is computed by dividing the NAVD 88
 LH0363.geopotential number by the normal gravity value computed on the
 LH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0363.degrees latitude (g = 980.6199 gals.).
 LH0363
 LH0363.The modeled gravity was interpolated from observed gravity values.
 LH0363
 LH0363;                    North         East    Units  Estimated Accuracy
 LH0363;SPC NE       -    69,224.3     588,004.0     MT  (+/- 3 meters HH1 GPS) 
 LH0363
 LH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0319277932(NAD 83)
 LH0363
 LH0363                          SUPERSEDED SURVEY CONTROL
 LH0363
 LH0363  NGVD 29 (??/??/92)  666.972  (m)         2188.22   (f) ADJ UNCH    2 0
 LH0363
 LH0363.Superseded values are not recommended for survey control.
 LH0363
 LH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0363.See file dsdata.pdf to determine how the superseded data were derived.
 LH0363
 LH0363_MARKER: DD = SURVEY DISK
 LH0363_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0363_STAMPING: 391
 LH0363_MARK LOGO: CGS+SS
 LH0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0363
 LH0363  HISTORY     - Date     Condition        Report By
 LH0363  HISTORY     - 1934     MONUMENTED       NEGS
 LH0363
 LH0363                          STATION DESCRIPTION
 LH0363
 LH0363'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1934 (WJT)
 LH0363'3.7 MI S FROM MINDEN.
 LH0363'3.7 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO, BURLINGTON
 LH0363'AND QUINCY RAILROAD STATION AT MINDEN, KEARNEY COUNTY, ABOUT
 LH0363'1/2 MILE EAST OF THE HIGHWAY, 39 FEET NORTHEAST OF A FARMHOUSE,
 LH0363'AND IN A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED
 LH0363'391 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1714 ***********************************************************************
 NM1714  DESIGNATION -  392
 NM1714  PID         -  NM1714
 NM1714  STATE/COUNTY-  NE/THURSTON
 NM1714  COUNTRY     -  US
 NM1714  USGS QUAD   -  ALBATON (2018)
 NM1714
 NM1714                         *CURRENT SURVEY CONTROL
 NM1714  ______________________________________________________________________
 NM1714* NAD 83(1995) POSITION- 42 09 49.86324(N) 096 21 02.60939(W)   ADJUSTED
 NM1714* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 NM1714  ______________________________________________________________________
 NM1714  GEOID HEIGHT    -        -26.213 (meters)                     GEOID18
 NM1714  LAPLACE CORR    -         -7.59  (seconds)                    DEFLEC18
 NM1714  HORZ ORDER      -  SECOND
 NM1714
 NM1714.The horizontal coordinates were established by classical geodetic methods
 NM1714.and adjusted by the National Geodetic Survey in August 1997.
 NM1714
 NM1714.The orthometric height was scaled from a topographic map.
 NM1714
 NM1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1714.GEOID18 height accuracy estimate available here.
 NM1714
 NM1714.Click photographs - Photos may exist for this station.
 NM1714
 NM1714.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1714
 NM1714. The following values were computed from the NAD 83(1995) position.
 NM1714
 NM1714;                    North         East     Units Scale Factor Converg.
 NM1714;SPC NE       -   265,114.082   801,395.763   MT  0.99972449   +2 25 06.1
 NM1714;SPC NE       -   869,795.12  2,629,245.93   sFT  0.99972449   +2 25 06.1
 NM1714;UTM  14      - 4,671,366.263   718,850.750   MT  1.00018937   +1 46 44.5
 NM1714
 NM1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1714!SPC NE       -   0.99994120  x   0.99972449  =   0.99966571
 NM1714!UTM  14      -   0.99994120  x   1.00018937  =   1.00013056
 NM1714
 NM1714:                Primary Azimuth Mark                     Grid Az
 NM1714:SPC NE       -  SLOAN                                    060 50 24.6
 NM1714:UTM  14      -  SLOAN                                    061 28 46.2
 NM1714
 NM1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1885071366(NAD 83)
 NM1714
 NM1714|---------------------------------------------------------------------|
 NM1714| PID    Reference Object                     Distance      Geod. Az  |
 NM1714|                                                           dddmmss.s |
 NM1714| CO2033 392 RM 1                                           01848     |
 NM1714| NM1666 OMAHA/SIOUX FALLS AMB 4 AWY 6       APPROX. 9.8 KM 0253834.4 |
 NM1714| NM1665 SLOAN MUNICIPAL TANK                APPROX.12.7 KM 0522134.4 |
 NM1714| NM0113 SLOAN                               APPROX.12.5 KM 0631530.7 |
 NM1714| CO2032 392 AZ MK                                          2564156.7 |
 NM1714| CO2034 392 RM 2                                           25948     |
 NM1714| NM1713 WINNEBAGO LOOKOUT TOWER             APPROX. 7.3 KM 3510441.0 |
 NM1714|---------------------------------------------------------------------|
 NM1714
 NM1714                          SUPERSEDED SURVEY CONTROL
 NM1714
 NM1714  NAD 83(1986)-  42 09 49.86140(N)    096 21 02.60411(W) AD(       ) 2
 NM1714  NAD 27      -  42 09 49.89800(N)    096 21 01.49100(W) AD(       ) 2
 NM1714
 NM1714.Superseded values are not recommended for survey control.
 NM1714
 NM1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1714.See file dsdata.pdf to determine how the superseded data were derived.
 NM1714
 NM1714_MARKER: P = PIPE CAP
 NM1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1714_STAMPING: 392
 NM1714_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1714
 NM1714  HISTORY     - Date     Condition        Report By
 NM1714  HISTORY     - UNK      MONUMENTED       MORC
 NM1714
 NM1714                          STATION DESCRIPTION
 NM1714
 NM1714'DESCRIBED BY MISSOURI RIVER COMMISSION UNK (MEW)
 NM1714'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF WINNEBAGO AND
 NM1714'3-1/2 MILES NORTH OF MACY ON WEST BLUFFS OF MISSOURI RIVER.
 NM1714'STATION IS 13 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIM
 NM1714'TRACK ROAD.  THE MARK IS A STANDARD MISSOURI RIVER COMMISSION
 NM1714'MARK WHICH IS A 2 INCH IRON PIPE WITH CAP PROJECTING ABOUT 5
 NM1714'INCHES AND IS STAMPED 392.
 NM1714'
 NM1714'REFERENCE MARK NO. 1 IS 53.19 FEET (SLOPE MEASUREMENT) NORTH OF
 NM1714'STATION.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 NM1714'STAMPED 392 MRC 1948.
 NM1714'
 NM1714'REFERENCE MARK NO. 2 IS 57.20 FEET (SLOPE MEASUREMENT) WEST
 NM1714'SOUTHWEST OF STATION AND 4 FEET SOUTHEAST OF AN 8 INCH TREE.
 NM1714'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED 392 MRC
 NM1714'1948.
 NM1714'
 NM1714'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE WEST SOUTHWEST OF STATION,
 NM1714'6 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD AND 2
 NM1714'FEET EAST SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 NM1714'4 INCHES AND THE DISK IS STAMPED 392 MRC 1948.
 NM1714'
 NM1714'TO REACH STATION FROM CROSS STREETS JUST EAST OF THE POST OFFICE
 NM1714'IN MACY GO NORTH FOR 0.6 MILE TO INTERSECTION WITH U.S. HIGHWAY
 NM1714'73E.  CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO CROSS ROAD WHERE
 NM1714'MAIN ROAD TURNS WEST.  KEEP STRAIGHT AHEAD, NORTH, FOR 1.15
 NM1714'MILES TO A TRACK ROAD LEADING RIGHT INTO FIELD.  TURN RIGHT
 NM1714'AND TAKE THE RIGHT FORK OF THREE FOR 0.1 MILE TO FORK.  TAKE
 NM1714'LEFT FORK DOWN GRADE FOR ABOUT 0.1 MILE TO ANOTHER THREE WAY
 NM1714'FORK.  TAKE CENTER OF FORK UP GRADE 130 YARDS TO DIM TRACK
 NM1714'ROAD LEFT.  TURN SHARP LEFT AND GO 80 YARDS TO STATION ON
 NM1714'RIGHT AS DESCRIBED.
 NM1714'
 NM1714'TO REACH AZIMUTH FROM STATION RETURN 80 YARDS AND TURN
 NM1714'RIGHT AND GO 0.1 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 NM1714'
 NM1714'AN 8 FOOT SIGNAL AT STATION MACY 1934 IS VISIBLE AT 20 FEET.
 NM1714'
 NM1714'AN 87 FOOT SIGNAL AT STATION FAIRVIEW IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 100 FOOT SIGNAL AT STATION WHITING IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 100 FOOT SIGNAL AT STATION SLOAN IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 74 FOOT SIGNAL AT STATION ALBATON IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 100 FOOT SIGNAL AT STATION SALIX IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 74 FOOT SIGNAL AT STATION BAGO 1934 IS VISIBLE AT 64 FEET.
 NM1714'
 NM1714'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0366 ***********************************************************************
 NP0366  DESIGNATION -  399.43
 NP0366  PID         -  NP0366
 NP0366  STATE/COUNTY-  NE/BOX BUTTE
 NP0366  COUNTRY     -  US
 NP0366  USGS QUAD   -  MARSLAND (2017)
 NP0366
 NP0366                         *CURRENT SURVEY CONTROL
 NP0366  ______________________________________________________________________
 NP0366* NAD 83(1986) POSITION- 42 25 47.     (N) 103 18 15.     (W)   SCALED
 NP0366* NAVD 88 ORTHO HEIGHT -  1259.166 (meters)     4131.11  (feet) ADJUSTED
 NP0366  ______________________________________________________________________
 NP0366  GEOID HEIGHT    -        -18.080 (meters)                     GEOID18
 NP0366  DYNAMIC HEIGHT  -       1258.420 (meters)     4128.67  (feet) COMP
 NP0366  MODELED GRAVITY -    979,985.6   (mgal)                       NAVD 88
 NP0366
 NP0366  VERT ORDER      -  FIRST     CLASS II
 NP0366
 NP0366.The horizontal coordinates were scaled from a map and have
 NP0366.an estimated accuracy of +/- 6 seconds.
 NP0366
 NP0366.The orthometric height was determined by differential leveling and
 NP0366.adjusted by the NATIONAL GEODETIC SURVEY
 NP0366.in June 1991.
 NP0366
 NP0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0366.GEOID18 height accuracy estimate available here.
 NP0366
 NP0366.Click photographs - Photos may exist for this station.
 NP0366
 NP0366.The dynamic height is computed by dividing the NAVD 88
 NP0366.geopotential number by the normal gravity value computed on the
 NP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0366.degrees latitude (g = 980.6199 gals.).
 NP0366
 NP0366.The modeled gravity was interpolated from observed gravity values.
 NP0366
 NP0366;                    North         East    Units  Estimated Accuracy
 NP0366;SPC NE       -   293,470.      228,220.      MT  (+/- 180 meters Scaled)
 NP0366
 NP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG394988(NAD 83)
 NP0366
 NP0366                          SUPERSEDED SURVEY CONTROL
 NP0366
 NP0366  NGVD 29 (??/??/92) 1258.509  (m)         4128.96   (f) ADJ UNCH    1 2
 NP0366
 NP0366.Superseded values are not recommended for survey control.
 NP0366
 NP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0366.See file dsdata.pdf to determine how the superseded data were derived.
 NP0366
 NP0366_MARKER: R = RIVET
 NP0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0366_SP_SET: HEADWALL
 NP0366_MARK LOGO: NONE
 NP0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0366+STABILITY: SURFACE MOTION
 NP0366
 NP0366  HISTORY     - Date     Condition        Report By
 NP0366  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0366  HISTORY     - 1956     GOOD             CGS
 NP0366  HISTORY     - 1985     GOOD             NGS
 NP0366
 NP0366                          STATION DESCRIPTION
 NP0366
 NP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0366'1.2 MI S FROM MARSLAND.
 NP0366'1.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0366'RAILROAD FROM THE STATION SIGN AT MARSLAND, 6.4 FEET EAST OF THE
 NP0366'EAST RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 NP0366'TOP OF THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE
 NP0366'OVER THE NIOBRARA RIVER, IN SECTION 5, TOWNSHIP 28 NORTH
 NP0366'RANGE 51 WEST.
 NP0366
 NP0366                          STATION RECOVERY (1985)
 NP0366
 NP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0366'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0366'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 1.61 KM
 NP0366'(1.0 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0130 ***********************************************************************
 NO0130  DESIGNATION -  4 HT
 NO0130  PID         -  NO0130
 NO0130  STATE/COUNTY-  NE/CHERRY
 NO0130  COUNTRY     -  US
 NO0130  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0130
 NO0130                         *CURRENT SURVEY CONTROL
 NO0130  ______________________________________________________________________
 NO0130* NAD 83(1986) POSITION- 42 52 19.     (N) 100 36 32.     (W)   SCALED
 NO0130* NAVD 88 ORTHO HEIGHT -   801.626 (meters)     2630.00  (feet) ADJUSTED
 NO0130  ______________________________________________________________________
 NO0130  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 NO0130  DYNAMIC HEIGHT  -        801.308 (meters)     2628.96  (feet) COMP
 NO0130  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 NO0130
 NO0130  VERT ORDER      -  FIRST     CLASS II
 NO0130
 NO0130.The horizontal coordinates were scaled from a map and have
 NO0130.an estimated accuracy of +/- 6 seconds.
 NO0130
 NO0130.The orthometric height was determined by differential leveling and
 NO0130.adjusted by the NATIONAL GEODETIC SURVEY
 NO0130.in June 1991.
 NO0130
 NO0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0130.GEOID18 height accuracy estimate available here.
 NO0130
 NO0130.Click photographs - Photos may exist for this station.
 NO0130
 NO0130.The dynamic height is computed by dividing the NAVD 88
 NO0130.geopotential number by the normal gravity value computed on the
 NO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0130.degrees latitude (g = 980.6199 gals.).
 NO0130
 NO0130.The modeled gravity was interpolated from observed gravity values.
 NO0130
 NO0130;                    North         East    Units  Estimated Accuracy
 NO0130;SPC NE       -   337,570.      450,250.      MT  (+/- 180 meters Scaled)
 NO0130
 NO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN685478(NAD 83)
 NO0130
 NO0130                          SUPERSEDED SURVEY CONTROL
 NO0130
 NO0130  NGVD 29 (??/??/92)  801.338  (m)         2629.06   (f) ADJ UNCH    1 2
 NO0130
 NO0130.Superseded values are not recommended for survey control.
 NO0130
 NO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0130.See file dsdata.pdf to determine how the superseded data were derived.
 NO0130
 NO0130_MARKER: DD = SURVEY DISK
 NO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0130_STAMPING: 4 HT 1947
 NO0130_MARK LOGO: USGS
 NO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0130+STABILITY: SURFACE MOTION
 NO0130
 NO0130  HISTORY     - Date     Condition        Report By
 NO0130  HISTORY     - 1947     MONUMENTED       USGS
 NO0130  HISTORY     - 1957     GOOD             CGS
 NO0130  HISTORY     - 19910802 MARK NOT FOUND   NGS
 NO0130
 NO0130                          STATION DESCRIPTION
 NO0130
 NO0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0130'3 MI W FROM VALENTINE.
 NO0130'ABOUT 3.05 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0130'RAILWAY FROM THE STATION AT VALENTINE, IN SECTION 34, T. 34 N.,
 NO0130'R. 28 W. 16 1/2 POLES EAST OF MILE POST 273, 97 FEET SOUTH OF
 NO0130'THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 NO0130'20, 6 1/2 FEET NORTHWEST OF A POLE, AT THE WEST END OF A SHALLOW
 NO0130'CUT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 NO0130'ABOVE THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 NO0130'INCHES.
 NO0130
 NO0130                          STATION RECOVERY (1991)
 NO0130
 NO0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0130'THE MONUMENT WAS FOUND ON ITS SIDE WITH THE TOP BROKEN OFF.  ASSUMED
 NO0130'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0579 ***********************************************************************
 NO0579  DESIGNATION -  4 HT RESET
 NO0579  PID         -  NO0579
 NO0579  STATE/COUNTY-  NE/CHERRY
 NO0579  COUNTRY     -  US
 NO0579  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0579
 NO0579                         *CURRENT SURVEY CONTROL
 NO0579  ______________________________________________________________________
 NO0579* NAD 83(1986) POSITION- 42 52 19.     (N) 100 36 32.     (W)   SCALED
 NO0579* NAVD 88 ORTHO HEIGHT -   801.56  (meters)     2629.8   (feet) RESET
 NO0579  ______________________________________________________________________
 NO0579  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 NO0579  VERT ORDER      -  THIRD
 NO0579
 NO0579.The horizontal coordinates were scaled from a map and have
 NO0579.an estimated accuracy of +/- 6 seconds.
 NO0579
 NO0579.The orthometric height was computed from unverified reset data.
 NO0579
 NO0579.No vertical observational check was made to the station.
 NO0579
 NO0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0579.GEOID18 height accuracy estimate available here.
 NO0579
 NO0579.Click photographs - Photos may exist for this station.
 NO0579
 NO0579;                    North         East    Units  Estimated Accuracy
 NO0579;SPC NE       -   337,570.      450,250.      MT  (+/- 180 meters Scaled)
 NO0579
 NO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN685478(NAD 83)
 NO0579
 NO0579                          SUPERSEDED SURVEY CONTROL
 NO0579
 NO0579  NGVD 29 (01/31/13)  801.28   (m)         2628.9    (f) RESET       3  
 NO0579
 NO0579.Superseded values are not recommended for survey control.
 NO0579
 NO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0579.See file dsdata.pdf to determine how the superseded data were derived.
 NO0579
 NO0579_MARKER: DB = BENCH MARK DISK
 NO0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0579_STAMPING: 4 HT 1947 RESET 1984
 NO0579_MARK LOGO: USGS
 NO0579_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0579
 NO0579  HISTORY     - Date     Condition        Report By
 NO0579  HISTORY     - 1984     MONUMENTED       NGS
 NO0579
 NO0579                          STATION DESCRIPTION
 NO0579
 NO0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NO0579'FROM VALENTINE, APPROXIMATELY 2.8 MILES (4.5 KM) WEST OF ALONG US
 NO0579'HIGHWAY 20, T 34 N, R 29 W, NEAR SOUTH 1/16 CORNER BETWEEN SECTIONS
 NO0579'33 AND 34, 62 FEET (18.9 M) SOUTH AND 3 FEET (0.9 M) WEST OF HIGHWAY
 NO0579'20 AT SECTION LINE FENCE SOUTH, 3 FEET (0.9 M) WEST OF FENCE CORNER,
 NO0579'23 FEET (7.0 M) EAST OF TRAIL, CENTERED IN A 6-INCH DRAIN TILE.
 NO0579'NOTE--DEPTH OF PIPE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0369 ***********************************************************************
 NP0369  DESIGNATION -  400.99
 NP0369  PID         -  NP0369
 NP0369  STATE/COUNTY-  NE/DAWES
 NP0369  COUNTRY     -  US
 NP0369  USGS QUAD   -  MARSLAND (2017)
 NP0369
 NP0369                         *CURRENT SURVEY CONTROL
 NP0369  ______________________________________________________________________
 NP0369* NAD 83(1986) POSITION- 42 27 05.     (N) 103 17 55.     (W)   SCALED
 NP0369* NAVD 88 ORTHO HEIGHT -  1269.623 (meters)     4165.42  (feet) ADJUSTED
 NP0369  ______________________________________________________________________
 NP0369  GEOID HEIGHT    -        -18.058 (meters)                     GEOID18
 NP0369  DYNAMIC HEIGHT  -       1268.870 (meters)     4162.95  (feet) COMP
 NP0369  MODELED GRAVITY -    979,984.6   (mgal)                       NAVD 88
 NP0369
 NP0369  VERT ORDER      -  FIRST     CLASS II
 NP0369
 NP0369.The horizontal coordinates were scaled from a map and have
 NP0369.an estimated accuracy of +/- 6 seconds.
 NP0369
 NP0369.The orthometric height was determined by differential leveling and
 NP0369.adjusted by the NATIONAL GEODETIC SURVEY
 NP0369.in June 1991.
 NP0369
 NP0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0369.GEOID18 height accuracy estimate available here.
 NP0369
 NP0369.Click photographs - Photos may exist for this station.
 NP0369
 NP0369.The dynamic height is computed by dividing the NAVD 88
 NP0369.geopotential number by the normal gravity value computed on the
 NP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0369.degrees latitude (g = 980.6199 gals.).
 NP0369
 NP0369.The modeled gravity was interpolated from observed gravity values.
 NP0369
 NP0369;                    North         East    Units  Estimated Accuracy
 NP0369;SPC NE       -   295,860.      228,770.      MT  (+/- 180 meters Scaled)
 NP0369
 NP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399012(NAD 83)
 NP0369
 NP0369                          SUPERSEDED SURVEY CONTROL
 NP0369
 NP0369  NGVD 29 (??/??/92) 1268.960  (m)         4163.25   (f) ADJ UNCH    1 2
 NP0369
 NP0369.Superseded values are not recommended for survey control.
 NP0369
 NP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0369.See file dsdata.pdf to determine how the superseded data were derived.
 NP0369
 NP0369_MARKER: R = RIVET
 NP0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0369_SP_SET: HEADWALL
 NP0369_MARK LOGO: NONE
 NP0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0369+STABILITY: SURFACE MOTION
 NP0369
 NP0369  HISTORY     - Date     Condition        Report By
 NP0369  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0369  HISTORY     - 1956     GOOD             CGS
 NP0369  HISTORY     - 1985     GOOD             NGS
 NP0369
 NP0369                          STATION DESCRIPTION
 NP0369
 NP0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0369'0.4 MI N FROM MARSLAND.
 NP0369'0.4 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0369'RAILROAD FROM THE STATION SIGN AT MARSLAND, 58 FEET SOUTHWEST
 NP0369'OF MILEPOST 401, 47 FEET NORTH OF THE CENTER LINE OF A ROAD,
 NP0369'9.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3 FEET BELOW
 NP0369'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE
 NP0369'WEST HEADWALL OF A LARGE CONCRETE CULVERT, IN THE SOUTHWEST
 NP0369'1/4 OF SECTION 27, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0369
 NP0369                          STATION RECOVERY (1985)
 NP0369
 NP0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0369'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0369'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 0.88 KM
 NP0369'(0.55 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0106 ***********************************************************************
 MN0106  DESIGNATION -  4025
 MN0106  PID         -  MN0106
 MN0106  STATE/COUNTY-  NE/CHEYENNE
 MN0106  COUNTRY     -  US
 MN0106  USGS QUAD   -  SIDNEY (2017)
 MN0106
 MN0106                         *CURRENT SURVEY CONTROL
 MN0106  ______________________________________________________________________
 MN0106* NAD 83(1986) POSITION- 41 09 00.     (N) 102 53 47.     (W)   SCALED
 MN0106* NAVD 88 ORTHO HEIGHT -  1226.906 (meters)     4025.27  (feet) ADJUSTED
 MN0106  ______________________________________________________________________
 MN0106  GEOID HEIGHT    -        -19.858 (meters)                     GEOID18
 MN0106  DYNAMIC HEIGHT  -       1226.048 (meters)     4022.46  (feet) COMP
 MN0106  MODELED GRAVITY -    979,882.3   (mgal)                       NAVD 88
 MN0106
 MN0106  VERT ORDER      -  SECOND    CLASS 0
 MN0106
 MN0106.The horizontal coordinates were scaled from a map and have
 MN0106.an estimated accuracy of +/- 6 seconds.
 MN0106
 MN0106.The orthometric height was determined by differential leveling and
 MN0106.adjusted by the NATIONAL GEODETIC SURVEY
 MN0106.in June 1991.
 MN0106
 MN0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0106.GEOID18 height accuracy estimate available here.
 MN0106
 MN0106.Click photographs - Photos may exist for this station.
 MN0106
 MN0106.The dynamic height is computed by dividing the NAVD 88
 MN0106.geopotential number by the normal gravity value computed on the
 MN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0106.degrees latitude (g = 980.6199 gals.).
 MN0106
 MN0106.The modeled gravity was interpolated from observed gravity values.
 MN0106
 MN0106;                    North         East    Units  Estimated Accuracy
 MN0106;SPC NE       -   150,260.      256,990.      MT  (+/- 180 meters Scaled)
 MN0106
 MN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF765575(NAD 83)
 MN0106
 MN0106                          SUPERSEDED SURVEY CONTROL
 MN0106
 MN0106  NGVD 29 (??/??/92) 1226.324  (m)         4023.36   (f) ADJ UNCH    2 0
 MN0106
 MN0106.Superseded values are not recommended for survey control.
 MN0106
 MN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0106.See file dsdata.pdf to determine how the superseded data were derived.
 MN0106
 MN0106_MARKER: P = PIPE CAP
 MN0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0106_STAMPING: 4025
 MN0106_MARK LOGO: USGS
 MN0106_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0106
 MN0106  HISTORY     - Date     Condition        Report By
 MN0106  HISTORY     - 1896     MONUMENTED       USGS
 MN0106  HISTORY     - 1934     GOOD             CGS
 MN0106  HISTORY     - 1943     MARK NOT FOUND   CGS
 MN0106
 MN0106                          STATION DESCRIPTION
 MN0106
 MN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0106'4.3 MI E FROM SIDNEY.
 MN0106'4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0106'AT SIDNEY, CHEYENNE COUNTY, AND NEAR THE SOUTHWEST CORNER OF
 MN0106'SECTION 25, T. 14 N., R. 49 W.  A UNITED STATES GEOLOGICAL
 MN0106'SURVEY STANDARD CAP, STAMPED 4025 AND RIVETED ON THE TOP OF A
 MN0106'3-1/2-INCH IRON PIPE.
 MN0106
 MN0106                          STATION RECOVERY (1943)
 MN0106
 MN0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MN0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0285 ***********************************************************************
 NP0285  DESIGNATION -  407.09
 NP0285  PID         -  NP0285
 NP0285  STATE/COUNTY-  NE/DAWES
 NP0285  COUNTRY     -  US
 NP0285  USGS QUAD   -  BELMONT (2017)
 NP0285
 NP0285                         *CURRENT SURVEY CONTROL
 NP0285  ______________________________________________________________________
 NP0285* NAD 83(1986) POSITION- 42 31 16.     (N) 103 19 42.     (W)   SCALED
 NP0285* NAVD 88 ORTHO HEIGHT -  1331.891 (meters)     4369.71  (feet) ADJUSTED
 NP0285  ______________________________________________________________________
 NP0285  GEOID HEIGHT    -        -17.883 (meters)                     GEOID18
 NP0285  DYNAMIC HEIGHT  -       1331.095 (meters)     4367.10  (feet) COMP
 NP0285  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 NP0285
 NP0285  VERT ORDER      -  FIRST     CLASS II
 NP0285
 NP0285.The horizontal coordinates were scaled from a map and have
 NP0285.an estimated accuracy of +/- 6 seconds.
 NP0285
 NP0285.The orthometric height was determined by differential leveling and
 NP0285.adjusted by the NATIONAL GEODETIC SURVEY
 NP0285.in June 1991.
 NP0285
 NP0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0285.GEOID18 height accuracy estimate available here.
 NP0285
 NP0285.Click photographs - Photos may exist for this station.
 NP0285
 NP0285.The dynamic height is computed by dividing the NAVD 88
 NP0285.geopotential number by the normal gravity value computed on the
 NP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0285.degrees latitude (g = 980.6199 gals.).
 NP0285
 NP0285.The modeled gravity was interpolated from observed gravity values.
 NP0285
 NP0285;                    North         East    Units  Estimated Accuracy
 NP0285;SPC NE       -   303,690.      226,620.      MT  (+/- 180 meters Scaled)
 NP0285
 NP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH373089(NAD 83)
 NP0285
 NP0285                          SUPERSEDED SURVEY CONTROL
 NP0285
 NP0285  NGVD 29 (??/??/92) 1331.217  (m)         4367.50   (f) ADJ UNCH    1 2
 NP0285
 NP0285.Superseded values are not recommended for survey control.
 NP0285
 NP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0285.See file dsdata.pdf to determine how the superseded data were derived.
 NP0285
 NP0285_MARKER: R = RIVET
 NP0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0285_SP_SET: HEADWALL
 NP0285_MARK LOGO: NONE
 NP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0285+STABILITY: SURFACE MOTION
 NP0285
 NP0285  HISTORY     - Date     Condition        Report By
 NP0285  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0285  HISTORY     - 1956     GOOD             CGS
 NP0285  HISTORY     - 1985     GOOD             NGS
 NP0285
 NP0285                          STATION DESCRIPTION
 NP0285
 NP0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0285'6.5 MI NW FROM MARSLAND.
 NP0285'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0285'RAILROAD FROM THE STATION SIGN AT MARSLAND, 4 POLES WEST OF
 NP0285'MILEPOST 407, 5.9 FEET NORTH OF THE NORTH RAIL, 1.5 FEET BELOW THE
 NP0285'TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE NORTH
 NP0285'HEADWALL OF A CONCRETE CULVERT, IN THE SOUTHWEST 1/4 OF SECTION
 NP0285'32, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0285
 NP0285                          STATION RECOVERY (1985)
 NP0285
 NP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0285'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0285'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 10.54
 NP0285'KM (6.65 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0287 ***********************************************************************
 NP0287  DESIGNATION -  408.08
 NP0287  PID         -  NP0287
 NP0287  STATE/COUNTY-  NE/DAWES
 NP0287  COUNTRY     -  US
 NP0287  USGS QUAD   -  BELMONT (2017)
 NP0287
 NP0287                         *CURRENT SURVEY CONTROL
 NP0287  ______________________________________________________________________
 NP0287* NAD 83(1986) POSITION- 42 31 43.     (N) 103 20 43.     (W)   SCALED
 NP0287* NAVD 88 ORTHO HEIGHT -  1344.541 (meters)     4411.21  (feet) ADJUSTED
 NP0287  ______________________________________________________________________
 NP0287  GEOID HEIGHT    -        -17.838 (meters)                     GEOID18
 NP0287  DYNAMIC HEIGHT  -       1343.732 (meters)     4408.56  (feet) COMP
 NP0287  MODELED GRAVITY -    979,973.0   (mgal)                       NAVD 88
 NP0287
 NP0287  VERT ORDER      -  FIRST     CLASS II
 NP0287
 NP0287.The horizontal coordinates were scaled from a map and have
 NP0287.an estimated accuracy of +/- 6 seconds.
 NP0287
 NP0287.The orthometric height was determined by differential leveling and
 NP0287.adjusted by the NATIONAL GEODETIC SURVEY
 NP0287.in June 1991.
 NP0287
 NP0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0287.GEOID18 height accuracy estimate available here.
 NP0287
 NP0287.Click photographs - Photos may exist for this station.
 NP0287
 NP0287.The dynamic height is computed by dividing the NAVD 88
 NP0287.geopotential number by the normal gravity value computed on the
 NP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0287.degrees latitude (g = 980.6199 gals.).
 NP0287
 NP0287.The modeled gravity was interpolated from observed gravity values.
 NP0287
 NP0287;                    North         East    Units  Estimated Accuracy
 NP0287;SPC NE       -   304,580.      225,270.      MT  (+/- 180 meters Scaled)
 NP0287
 NP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH359097(NAD 83)
 NP0287
 NP0287                          SUPERSEDED SURVEY CONTROL
 NP0287
 NP0287  NGVD 29 (??/??/92) 1343.852  (m)         4408.95   (f) ADJ UNCH    1 2
 NP0287
 NP0287.Superseded values are not recommended for survey control.
 NP0287
 NP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0287.See file dsdata.pdf to determine how the superseded data were derived.
 NP0287
 NP0287_MARKER: R = RIVET
 NP0287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0287_SP_SET: HEADWALL
 NP0287_MARK LOGO: NONE
 NP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0287+STABILITY: SURFACE MOTION
 NP0287
 NP0287  HISTORY     - Date     Condition        Report By
 NP0287  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0287  HISTORY     - 1956     GOOD             CGS
 NP0287  HISTORY     - 1985     GOOD             NGS
 NP0287
 NP0287                          STATION DESCRIPTION
 NP0287
 NP0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0287'7.5 MI NW FROM MARSLAND.
 NP0287'7.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0287'RAILROAD FROM THE STATION SIGN AT MARSLAND, 4 POLES NORTHWEST
 NP0287'OF MILEPOST 408, 5.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5
 NP0287'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST
 NP0287'END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, IN THE
 NP0287'SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0287
 NP0287                          STATION RECOVERY (1985)
 NP0287
 NP0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0287'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0287'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 11.75
 NP0287'KM (7.30 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0125 ***********************************************************************
 MN0125  DESIGNATION -  4093
 MN0125  PID         -  MN0125
 MN0125  STATE/COUNTY-  NE/MORRILL
 MN0125  COUNTRY     -  US
 MN0125  USGS QUAD   -  COWBOY HILL (2017)
 MN0125
 MN0125                         *CURRENT SURVEY CONTROL
 MN0125  ______________________________________________________________________
 MN0125* NAD 83(1986) POSITION- 41 58 23.     (N) 102 58 20.     (W)   SCALED
 MN0125* NAVD 88 ORTHO HEIGHT -  1247.462 (meters)     4092.71  (feet) ADJUSTED
 MN0125  ______________________________________________________________________
 MN0125  GEOID HEIGHT    -        -18.896 (meters)                     GEOID18
 MN0125  DYNAMIC HEIGHT  -       1246.700 (meters)     4090.21  (feet) COMP
 MN0125  MODELED GRAVITY -    979,968.7   (mgal)                       NAVD 88
 MN0125
 MN0125  VERT ORDER      -  FIRST     CLASS II
 MN0125
 MN0125.The horizontal coordinates were scaled from a map and have
 MN0125.an estimated accuracy of +/- 6 seconds.
 MN0125
 MN0125.The orthometric height was determined by differential leveling and
 MN0125.adjusted by the NATIONAL GEODETIC SURVEY
 MN0125.in June 1991.
 MN0125
 MN0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0125.GEOID18 height accuracy estimate available here.
 MN0125
 MN0125.Click photographs - Photos may exist for this station.
 MN0125
 MN0125.The dynamic height is computed by dividing the NAVD 88
 MN0125.geopotential number by the normal gravity value computed on the
 MN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0125.degrees latitude (g = 980.6199 gals.).
 MN0125
 MN0125.The modeled gravity was interpolated from observed gravity values.
 MN0125
 MN0125;                    North         East    Units  Estimated Accuracy
 MN0125;SPC NE       -   241,800.      253,770.      MT  (+/- 180 meters Scaled)
 MN0125
 MN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680487(NAD 83)
 MN0125
 MN0125                          SUPERSEDED SURVEY CONTROL
 MN0125
 MN0125  NGVD 29 (??/??/92) 1246.860  (m)         4090.74   (f) ADJ UNCH    1 2
 MN0125
 MN0125.Superseded values are not recommended for survey control.
 MN0125
 MN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0125.See file dsdata.pdf to determine how the superseded data were derived.
 MN0125
 MN0125_MARKER: P = PIPE CAP
 MN0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0125_STAMPING: 4093
 MN0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0125
 MN0125  HISTORY     - Date     Condition        Report By
 MN0125  HISTORY     - 1956     MONUMENTED       USGS
 MN0125  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0125
 MN0125                          STATION DESCRIPTION
 MN0125
 MN0125'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MN0125'10.2 MI SW FROM ALLIANCE.
 MN0125'10.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0125'RAILROAD FROM THE STATION AT ALLIANCE, 8 1/2 POLES SOUTH OF
 MN0125'MILEPOST 10, 298 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 206.5
 MN0125'FEET SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST,
 MN0125'BETWEEN TWO SMALL HILLS, RIVETED ON THE TOP OF A 3 1/2 INCH
 MN0125'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN THE
 MN0125'NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0125'PART OF THE CENTER OF THE CAP HAS BEEN BROKEN OUT.
 MN0125
 MN0125                          STATION RECOVERY (1985)
 MN0125
 MN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0125'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0293 ***********************************************************************
 NP0293  DESIGNATION -  410.98
 NP0293  PID         -  NP0293
 NP0293  STATE/COUNTY-  NE/DAWES
 NP0293  COUNTRY     -  US
 NP0293  USGS QUAD   -  BELMONT (2017)
 NP0293
 NP0293                         *CURRENT SURVEY CONTROL
 NP0293  ______________________________________________________________________
 NP0293* NAD 83(1986) POSITION- 42 33 23.     (N) 103 21 20.     (W)   SCALED
 NP0293* NAVD 88 ORTHO HEIGHT -  1366.602 (meters)     4483.59  (feet) POSTED
 NP0293  ______________________________________________________________________
 NP0293  GEOID HEIGHT    -        -17.777 (meters)                     GEOID18
 NP0293  DYNAMIC HEIGHT  -       1365.79  (meters)     4480.9   (feet) COMP
 NP0293  MODELED GRAVITY -    979,979.5   (mgal)                       NAVD 88
 NP0293
 NP0293  VERT ORDER      -  * POSTED, SEE BELOW
 NP0293
 NP0293.The horizontal coordinates were scaled from a map and have
 NP0293.an estimated accuracy of +/- 6 seconds.
 NP0293
 NP0293.The orthometric height was determined by differential leveling
 NP0293.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0293
 NP0293.* This is a POSTED BENCH MARK height.
 NP0293
 NP0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0293.GEOID18 height accuracy estimate available here.
 NP0293
 NP0293.Click photographs - Photos may exist for this station.
 NP0293
 NP0293.The dynamic height is computed by dividing the NAVD 88
 NP0293.geopotential number by the normal gravity value computed on the
 NP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0293.degrees latitude (g = 980.6199 gals.).
 NP0293
 NP0293.The modeled gravity was interpolated from observed gravity values.
 NP0293
 NP0293;                    North         East    Units  Estimated Accuracy
 NP0293;SPC NE       -   307,690.      224,540.      MT  (+/- 180 meters Scaled)
 NP0293
 NP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349128(NAD 83)
 NP0293
 NP0293                          SUPERSEDED SURVEY CONTROL
 NP0293
 NP0293  NGVD 29 (??/??/92) 1365.92   (m)         4481.4    (f) COMPUTED    1 2
 NP0293
 NP0293.Superseded values are not recommended for survey control.
 NP0293
 NP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0293.See file dsdata.pdf to determine how the superseded data were derived.
 NP0293
 NP0293_MARKER: R = RIVET
 NP0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0293_SP_SET: CONCRETE BASE
 NP0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0293
 NP0293  HISTORY     - Date     Condition        Report By
 NP0293  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0293  HISTORY     - 1956     MARK NOT FOUND   CGS
 NP0293  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0293
 NP0293                          STATION DESCRIPTION
 NP0293
 NP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0293'12 MI S FROM CRAWFORD.
 NP0293'12 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0293'FROM THE STATION AT CRAWFORD, DAWES COUNTY, 0.7 MILES NORTH OF
 NP0293'BELMONT, AT TUNNEL 410.98, AND IN THE TOP OF THE SOUTHWEST BASE
 NP0293'OF THE WEST PORTAL.  A STANDARD MONEL-METAL RIVET.
 NP0293
 NP0293                          STATION RECOVERY (1985)
 NP0293
 NP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0293'NOT RECOVERED.  AREA DESCRIBED HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ4406 ***********************************************************************
 AJ4406  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4406  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4406  DESIGNATION -  411 100
 AJ4406  PID         -  AJ4406
 AJ4406  STATE/COUNTY-  NE/LANCASTER
 AJ4406  COUNTRY     -  US
 AJ4406  USGS QUAD   -  WAVERLY (2017)
 AJ4406
 AJ4406                         *CURRENT SURVEY CONTROL
 AJ4406  ______________________________________________________________________
 AJ4406* NAD 83(2011) POSITION- 40 53 46.04721(N) 096 32 23.50583(W)   ADJUSTED
 AJ4406* NAD 83(2011) ELLIP HT-   334.896 (meters)        (06/27/12)   ADJUSTED
 AJ4406* NAD 83(2011) EPOCH   -  2010.00
 AJ4406* NAVD 88 ORTHO HEIGHT -   360.82  (meters)     1183.8   (feet) GPS OBS
 AJ4406  ______________________________________________________________________
 AJ4406  NAVD 88 orthometric height was determined with an earlier geoid model
 AJ4406  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 AJ4406  NAD 83(2011) X  -   -549,928.460 (meters)                     COMP
 AJ4406  NAD 83(2011) Y  - -4,796,985.247 (meters)                     COMP
 AJ4406  NAD 83(2011) Z  -  4,153,929.490 (meters)                     COMP
 AJ4406  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 AJ4406
 AJ4406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4406  Standards:
 AJ4406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4406  -------------------------------------------------------------------
 AJ4406  NETWORK    0.55   0.74           0.25   0.19   0.38      0.05323597
 AJ4406  -------------------------------------------------------------------
 AJ4406  Click here for local accuracies and other accuracy information.
 AJ4406
 AJ4406.The horizontal coordinates were established by GPS observations
 AJ4406.and adjusted by the National Geodetic Survey in June 2012.
 AJ4406
 AJ4406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4406.been affixed to the stable North American tectonic plate. See 
 AJ4406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4406
 AJ4406.The horizontal coordinates are valid at the epoch date displayed above
 AJ4406.which is a decimal equivalence of Year/Month/Day.
 AJ4406
 AJ4406.The orthometric height was determined by GPS observations and a
 AJ4406.high-resolution geoid model using precise GPS observation and
 AJ4406.processing techniques.
 AJ4406
 AJ4406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4406.GEOID18 height accuracy estimate available here.
 AJ4406
 AJ4406.Click photographs - Photos may exist for this station.
 AJ4406
 AJ4406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4406
 AJ4406.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4406
 AJ4406.The ellipsoidal height was determined by GPS observations
 AJ4406.and is referenced to NAD 83.
 AJ4406
 AJ4406. The following values were computed from the NAD 83(2011) position.
 AJ4406
 AJ4406;                    North         East     Units Scale Factor Converg.
 AJ4406;SPC NE       -   123,830.709   791,414.898   MT  0.99971482   +2 17 34.9
 AJ4406;SPC NE       -   406,267.92  2,596,500.38   sFT  0.99971482   +2 17 34.9
 AJ4406;UTM  14      - 4,530,139.700   707,235.013   MT  1.00012862   +1 36 40.3
 AJ4406
 AJ4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4406!SPC NE       -   0.99994747  x   0.99971482  =   0.99966231
 AJ4406!UTM  14      -   0.99994747  x   1.00012862  =   1.00007608
 AJ4406
 AJ4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0723530139(NAD 83)
 AJ4406
 AJ4406                          SUPERSEDED SURVEY CONTROL
 AJ4406
 AJ4406  NAD 83(2007)-  40 53 46.04719(N)    096 32 23.50641(W) AD(2002.00) 0
 AJ4406  ELLIP H (02/10/07)  334.917  (m)                       GP(2002.00)    
 AJ4406  ELLIP H (03/30/05)  334.883  (m)                       GP(       ) 3 1
 AJ4406  NAD 83(1995)-  40 53 46.04708(N)    096 32 23.50591(W) AD(       ) A
 AJ4406  ELLIP H (07/10/01)  334.917  (m)                       GP(       ) 4 1
 AJ4406  NAVD 88 (07/10/01)  360.9    (m)  GEOID99  model used  GPS OBS        
 AJ4406
 AJ4406.Superseded values are not recommended for survey control.
 AJ4406
 AJ4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4406.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4406
 AJ4406_MARKER: DD = SURVEY DISK
 AJ4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4406_STAMPING: CP 411-100 NDOR 1997
 AJ4406_MARK LOGO: NEDR
 AJ4406_PROJECTION: RECESSED 12 CENTIMETERS
 AJ4406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4406+STABILITY: SURFACE MOTION
 AJ4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4406+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 AJ4406
 AJ4406  HISTORY     - Date     Condition        Report By
 AJ4406  HISTORY     - 1997     MONUMENTED       NEDR
 AJ4406  HISTORY     - 2002     GOOD             NEDR
 AJ4406  HISTORY     - 20060715 GOOD             JCLS
 AJ4406  HISTORY     - 20100504 GOOD             INDIV
 AJ4406  HISTORY     - 20200219 GOOD             NEGS
 AJ4406  HISTORY     - 20200220 GOOD             NEGS
 AJ4406
 AJ4406                          STATION DESCRIPTION
 AJ4406
 AJ4406'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (JAO)
 AJ4406'THE STATION IS LOCATED EAST OF LINCOLN ON THE LANCASTER COUNTY RIGHT
 AJ4406'OF WAY ON COUNTY ROAD 134TH STREET.  OWNERSHIP IS LANCASTER COUNTY. TO
 AJ4406'REACH THE STATION FROM THE JUNCTION OF US INTERSTATE HIGHWAY 80 AND
 AJ4406'134TH STREET EAST OF LINCOLN, GO SOUTH ON 134TH STREET FOR 0.30 MI
 AJ4406'(0.48 KM) TO THE STATION ON THE LEFT, 26.01 M (85.33 FT) NORTHWEST OF
 AJ4406'THE CORNER OF A QUONSET BUILDING, 24.63 M (80.81 FT) SOUTH OF THE
 AJ4406'CENTER OF A FIELD ENTRANCE ROAD, 14.0 M (45.9 FT) EAST OF THE CENTER
 AJ4406'OF 134TH STREET, 1.72 M (5.64 FT) NORTH OF A POWER POLE, 1.30 M (4.27
 AJ4406'FT) WEST OF A WITNESS POST.
 AJ4406
 AJ4406                          STATION RECOVERY (2002)
 AJ4406
 AJ4406'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AJ4406'RECOVERED AS DESCRIBED.
 AJ4406
 AJ4406                          STATION RECOVERY (2006)
 AJ4406
 AJ4406'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 AJ4406'RECOVERED IN GOOD CONDITION.
 AJ4406
 AJ4406                          STATION RECOVERY (2010)
 AJ4406
 AJ4406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 AJ4406'RECOVERED IN GOOD CONDITION.
 AJ4406
 AJ4406                          STATION RECOVERY (2020)
 AJ4406
 AJ4406'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 AJ4406'TO REACH FROM THE JUNCTION OF US INTERSTATE HIGHWAY 80 AND 134TH
 AJ4406'STREET EAST OF LINCOLN, GO SOUTH ON 134TH STREET FOR 0.30 MI (0.48 KM)
 AJ4406'TO MARK ON THE RIGHT.
 AJ4406'
 AJ4406'IT IS 85.33 FT (26.0 M) NORTHWEST OF THE CORNER OF A QUONSET BUILDING,
 AJ4406'80.81 FT (24.6 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 45.9
 AJ4406'FT (14.0 M) EAST OF THE CENTER OF 134TH STREET, 5.64 FT (1.7 M) NORTH
 AJ4406'OF A POWER POLE AND 4.27 FT (1.3 M) WEST OF A WITNESS POST.
 AJ4406
 AJ4406                          STATION RECOVERY (2020)
 AJ4406
 AJ4406'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 AJ4406'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND AMBERLY ROAD IN
 AJ4406'WAVERLY, NE., GO SOUTH-SOUTHEAST ON AMBERLY ROAD APPROXIMATELY 0.15 MI
 AJ4406'(0.24 KM) TO THE INTERSECTION WITH N. 134TH STREET.  TURN RIGHT AND GO
 AJ4406'SOUTH ON N. 134TH STREET FOR APPROXIMATELY 0.75 MI (1.21 KM) TO THE
 AJ4406'MARK ON THE LEFT (EAST).  THE MARK IS 85.33 FT ( WEST-NORTHWEST OF THE
 AJ4406'NORTHWEST CORNER OF A QUONSET BUILDING, 80.81 FT (24.6 M) NORTH OF THE
 AJ4406'CENTER OF A FIELD ENTRANCE ROAD (EAST), 45.9 FT (14.0 M) EAST OF THE
 AJ4406'CENTERLINE OF N. 134TH STREET, 5.64 FT (1.7 M) NORTH OF A POWER POLE
 AJ4406'THAT HAS AN ORANGE WITNESS POST ADJACENT TO THE WEST SIDE OF THE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0303 ***********************************************************************
 NP0303  DESIGNATION -  417.49
 NP0303  PID         -  NP0303
 NP0303  STATE/COUNTY-  NE/DAWES
 NP0303  COUNTRY     -  US
 NP0303  USGS QUAD   -  CROW BUTTE (2017)
 NP0303
 NP0303                         *CURRENT SURVEY CONTROL
 NP0303  ______________________________________________________________________
 NP0303* NAD 83(1986) POSITION- 42 37 37.     (N) 103 20 52.     (W)   SCALED
 NP0303* NAVD 88 ORTHO HEIGHT -  1221.578 (meters)     4007.79  (feet) ADJUSTED
 NP0303  ______________________________________________________________________
 NP0303  GEOID HEIGHT    -        -17.749 (meters)                     GEOID18
 NP0303  DYNAMIC HEIGHT  -       1220.893 (meters)     4005.55  (feet) COMP
 NP0303  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 NP0303
 NP0303  VERT ORDER      -  FIRST     CLASS II
 NP0303
 NP0303.The horizontal coordinates were scaled from a map and have
 NP0303.an estimated accuracy of +/- 6 seconds.
 NP0303
 NP0303.The orthometric height was determined by differential leveling and
 NP0303.adjusted by the NATIONAL GEODETIC SURVEY
 NP0303.in June 1991.
 NP0303
 NP0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0303.GEOID18 height accuracy estimate available here.
 NP0303
 NP0303.Click photographs - Photos may exist for this station.
 NP0303
 NP0303.The dynamic height is computed by dividing the NAVD 88
 NP0303.geopotential number by the normal gravity value computed on the
 NP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0303.degrees latitude (g = 980.6199 gals.).
 NP0303
 NP0303.The modeled gravity was interpolated from observed gravity values.
 NP0303
 NP0303;                    North         East    Units  Estimated Accuracy
 NP0303;SPC NE       -   315,500.      225,480.      MT  (+/- 180 meters Scaled)
 NP0303
 NP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354207(NAD 83)
 NP0303
 NP0303                          SUPERSEDED SURVEY CONTROL
 NP0303
 NP0303  NGVD 29 (??/??/92) 1220.971  (m)         4005.80   (f) ADJ UNCH    1 2
 NP0303
 NP0303.Superseded values are not recommended for survey control.
 NP0303
 NP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0303.See file dsdata.pdf to determine how the superseded data were derived.
 NP0303
 NP0303_MARKER: R = RIVET
 NP0303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0303_SP_SET: HEADWALL
 NP0303_MARK LOGO: NONE
 NP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0303+STABILITY: SURFACE MOTION
 NP0303
 NP0303  HISTORY     - Date     Condition        Report By
 NP0303  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0303  HISTORY     - 1956     GOOD             CGS
 NP0303  HISTORY     - 1985     GOOD             NGS
 NP0303
 NP0303                          STATION DESCRIPTION
 NP0303
 NP0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0303'5.4 MI SE FROM CRAWFORD.
 NP0303'5.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0303'RAILROAD FROM THE STATION AT CRAWFORD, 19 POLES EAST OF MILEPOST
 NP0303'418, 7.5 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE
 NP0303'WEST END OF THE NORTH HEADWALL OF A CULVERT, IN THE SOUTHEAST 1/4
 NP0303'OF SECTION 30, TOWNSHIP 31 NORTH, RANGE 51 WEST.
 NP0303
 NP0303                          STATION RECOVERY (1985)
 NP0303
 NP0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0303'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0303'BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0306 ***********************************************************************
 NP0306  DESIGNATION -  419.71
 NP0306  PID         -  NP0306
 NP0306  STATE/COUNTY-  NE/DAWES
 NP0306  COUNTRY     -  US
 NP0306  USGS QUAD   -  CROW BUTTE (2017)
 NP0306
 NP0306                         *CURRENT SURVEY CONTROL
 NP0306  ______________________________________________________________________
 NP0306* NAD 83(1986) POSITION- 42 39 09.     (N) 103 22 20.     (W)   SCALED
 NP0306* NAVD 88 ORTHO HEIGHT -  1168.272 (meters)     3832.91  (feet) ADJUSTED
 NP0306  ______________________________________________________________________
 NP0306  GEOID HEIGHT    -        -17.687 (meters)                     GEOID18
 NP0306  DYNAMIC HEIGHT  -       1167.633 (meters)     3830.81  (feet) COMP
 NP0306  MODELED GRAVITY -    980,034.5   (mgal)                       NAVD 88
 NP0306
 NP0306  VERT ORDER      -  FIRST     CLASS II
 NP0306
 NP0306.The horizontal coordinates were scaled from a map and have
 NP0306.an estimated accuracy of +/- 6 seconds.
 NP0306
 NP0306.The orthometric height was determined by differential leveling and
 NP0306.adjusted by the NATIONAL GEODETIC SURVEY
 NP0306.in June 1991.
 NP0306
 NP0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0306.GEOID18 height accuracy estimate available here.
 NP0306
 NP0306.Click photographs - Photos may exist for this station.
 NP0306
 NP0306.The dynamic height is computed by dividing the NAVD 88
 NP0306.geopotential number by the normal gravity value computed on the
 NP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0306.degrees latitude (g = 980.6199 gals.).
 NP0306
 NP0306.The modeled gravity was interpolated from observed gravity values.
 NP0306
 NP0306;                    North         East    Units  Estimated Accuracy
 NP0306;SPC NE       -   318,410.      223,590.      MT  (+/- 180 meters Scaled)
 NP0306
 NP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH334235(NAD 83)
 NP0306
 NP0306                          SUPERSEDED SURVEY CONTROL
 NP0306
 NP0306  NGVD 29 (??/??/92) 1167.672  (m)         3830.94   (f) ADJ UNCH    1 2
 NP0306
 NP0306.Superseded values are not recommended for survey control.
 NP0306
 NP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0306.See file dsdata.pdf to determine how the superseded data were derived.
 NP0306
 NP0306_MARKER: R = RIVET
 NP0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0306_SP_SET: HEADWALL
 NP0306_MARK LOGO: NONE
 NP0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0306+STABILITY: SURFACE MOTION
 NP0306
 NP0306  HISTORY     - Date     Condition        Report By
 NP0306  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0306  HISTORY     - 1956     GOOD             CGS
 NP0306  HISTORY     - 1985     GOOD             NGS
 NP0306
 NP0306                          STATION DESCRIPTION
 NP0306
 NP0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0306'3.2 MI SE FROM CRAWFORD.
 NP0306'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0306'RAILROAD FROM THE STATION AT CRAWFORD, 7.6 FEET NORTHEAST OF THE
 NP0306'NORTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE
 NP0306'TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CULVERT,
 NP0306'IN SECTION 13, TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0306
 NP0306                          STATION RECOVERY (1985)
 NP0306
 NP0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0306'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0306'BURLINGTON NORTHERN RAILROAD AND ADD--2.44 METERS (8 FT) NORTHWEST OF
 NP0306'MILEPOLE 419.71.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0309 ***********************************************************************
 NP0309  DESIGNATION -  421.28
 NP0309  PID         -  NP0309
 NP0309  STATE/COUNTY-  NE/DAWES
 NP0309  COUNTRY     -  US
 NP0309  USGS QUAD   -  CRAWFORD (2017)
 NP0309
 NP0309                         *CURRENT SURVEY CONTROL
 NP0309  ______________________________________________________________________
 NP0309* NAD 83(1986) POSITION- 42 40 11.     (N) 103 23 27.     (W)   SCALED
 NP0309* NAVD 88 ORTHO HEIGHT -  1142.316 (meters)     3747.75  (feet) ADJUSTED
 NP0309  ______________________________________________________________________
 NP0309  GEOID HEIGHT    -        -17.629 (meters)                     GEOID18
 NP0309  DYNAMIC HEIGHT  -       1141.699 (meters)     3745.72  (feet) COMP
 NP0309  MODELED GRAVITY -    980,041.9   (mgal)                       NAVD 88
 NP0309
 NP0309  VERT ORDER      -  FIRST     CLASS II
 NP0309
 NP0309.The horizontal coordinates were scaled from a map and have
 NP0309.an estimated accuracy of +/- 6 seconds.
 NP0309
 NP0309.The orthometric height was determined by differential leveling and
 NP0309.adjusted by the NATIONAL GEODETIC SURVEY
 NP0309.in June 1991.
 NP0309
 NP0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0309.GEOID18 height accuracy estimate available here.
 NP0309
 NP0309.Click photographs - Photos may exist for this station.
 NP0309
 NP0309.The dynamic height is computed by dividing the NAVD 88
 NP0309.geopotential number by the normal gravity value computed on the
 NP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0309.degrees latitude (g = 980.6199 gals.).
 NP0309
 NP0309.The modeled gravity was interpolated from observed gravity values.
 NP0309
 NP0309;                    North         East    Units  Estimated Accuracy
 NP0309;SPC NE       -   320,380.      222,140.      MT  (+/- 180 meters Scaled)
 NP0309
 NP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH318253(NAD 83)
 NP0309
 NP0309                          SUPERSEDED SURVEY CONTROL
 NP0309
 NP0309  NGVD 29 (??/??/92) 1141.736  (m)         3745.85   (f) ADJ UNCH    1 2
 NP0309
 NP0309.Superseded values are not recommended for survey control.
 NP0309
 NP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0309.See file dsdata.pdf to determine how the superseded data were derived.
 NP0309
 NP0309_MARKER: R = RIVET
 NP0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0309_SP_SET: ABUTMENT
 NP0309_MARK LOGO: NONE
 NP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0309+STABILITY: SURFACE MOTION
 NP0309
 NP0309  HISTORY     - Date     Condition        Report By
 NP0309  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0309  HISTORY     - 1956     GOOD             CGS
 NP0309  HISTORY     - 1985     GOOD             NGS
 NP0309
 NP0309                          STATION DESCRIPTION
 NP0309
 NP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0309'1.6 MI SE FROM CRAWFORD.
 NP0309'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0309'RAILROAD FROM THE STATION AT CRAWFORD, 11.5 FEET SOUTHWEST OF THE
 NP0309'SOUTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 NP0309'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF BRIDGE 421.28,
 NP0309'IN SECTION 11, TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0309
 NP0309                          STATION RECOVERY (1985)
 NP0309
 NP0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0309'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0309'BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3081 ***********************************************************************
 AE3081  DESIGNATION -  425 BB
 AE3081  PID         -  AE3081
 AE3081  STATE/COUNTY-  NE/DODGE
 AE3081  COUNTRY     -  US
 AE3081  USGS QUAD   -  FREMONT WEST (2017)
 AE3081
 AE3081                         *CURRENT SURVEY CONTROL
 AE3081  ______________________________________________________________________
 AE3081* NAD 83(2011) POSITION- 41 27 08.20939(N) 096 31 21.44189(W)   ADJUSTED
 AE3081* NAD 83(2011) ELLIP HT-   339.191 (meters)        (06/27/12)   ADJUSTED
 AE3081* NAD 83(2011) EPOCH   -  2010.00
 AE3081* NAVD 88 ORTHO HEIGHT -   366.1   (meters)     1201.    (feet) GPS OBS
 AE3081  ______________________________________________________________________
 AE3081  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3081  GEOID HEIGHT    -        -26.910 (meters)                     GEOID96
 AE3081  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 AE3081  NAD 83(2011) X  -   -543,866.038 (meters)                     COMP
 AE3081  NAD 83(2011) Y  - -4,756,751.786 (meters)                     COMP
 AE3081  NAD 83(2011) Z  -  4,200,425.957 (meters)                     COMP
 AE3081  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC18
 AE3081
 AE3081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3081  Standards:
 AE3081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3081  -------------------------------------------------------------------
 AE3081  NETWORK    0.65   1.22           0.31   0.19   0.62     -0.14012155
 AE3081  -------------------------------------------------------------------
 AE3081  Click here for local accuracies and other accuracy information.
 AE3081
 AE3081.The horizontal coordinates were established by GPS observations
 AE3081.and adjusted by the National Geodetic Survey in June 2012.
 AE3081
 AE3081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3081.been affixed to the stable North American tectonic plate. See 
 AE3081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3081
 AE3081.The horizontal coordinates are valid at the epoch date displayed above
 AE3081.which is a decimal equivalence of Year/Month/Day.
 AE3081
 AE3081.The orthometric height was determined by GPS observations and a
 AE3081.high-resolution geoid model.
 AE3081
 AE3081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3081.GEOID18 height accuracy estimate available here.
 AE3081
 AE3081.Click photographs - Photos may exist for this station.
 AE3081
 AE3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3081
 AE3081.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3081
 AE3081.The ellipsoidal height was determined by GPS observations
 AE3081.and is referenced to NAD 83.
 AE3081
 AE3081. The following values were computed from the NAD 83(2011) position.
 AE3081
 AE3081;                    North         East     Units Scale Factor Converg.
 AE3081;SPC NE       -   185,584.399   790,383.338   MT  0.99965903   +2 18 16.0
 AE3081;SPC NE       -   608,871.48  2,593,116.00   sFT  0.99965903   +2 18 16.0
 AE3081;UTM  14      - 4,591,928.965   706,928.566   MT  1.00012698   +1 38 26.1
 AE3081
 AE3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3081!SPC NE       -   0.99994680  x   0.99965903  =   0.99960585
 AE3081!UTM  14      -   0.99994680  x   1.00012698  =   1.00007377
 AE3081
 AE3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0692891928(NAD 83)
 AE3081
 AE3081                          SUPERSEDED SURVEY CONTROL
 AE3081
 AE3081  NAD 83(2007)-  41 27 08.20936(N)    096 31 21.44250(W) AD(2002.00) 0
 AE3081  ELLIP H (02/10/07)  339.211  (m)                       GP(2002.00)    
 AE3081  ELLIP H (12/12/01)  339.211  (m)                       GP(       ) 4 1
 AE3081  NAD 83(1995)-  41 27 08.20940(N)    096 31 21.44193(W) AD(       ) 3
 AE3081  ELLIP H (09/23/97)  339.244  (m)                       GP(       ) 4 1
 AE3081
 AE3081.Superseded values are not recommended for survey control.
 AE3081
 AE3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3081.See file dsdata.pdf to determine how the superseded data were derived.
 AE3081
 AE3081_MARKER: DD = SURVEY DISK
 AE3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3081_STAMPING: NDOR 1994 BM 425-BB
 AE3081_MARK LOGO: NEDR
 AE3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3081+STABILITY: SURFACE MOTION
 AE3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3081+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 AE3081
 AE3081  HISTORY     - Date     Condition        Report By
 AE3081  HISTORY     - 1994     MONUMENTED       NEDR
 AE3081  HISTORY     - 19970827 GOOD             NGS
 AE3081
 AE3081                          STATION DESCRIPTION
 AE3081
 AE3081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3081'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) . THE
 AE3081'STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF FREMONT, AT THE
 AE3081'NORTH SIDE OF THE FREMONT MUNICIPAL AIRPORT, BETWEEN THE TAXIWAY
 AE3081'LEADING TO APPROACH 13 AND THE PERIMETER FENCE. OWNERSHIP--CITY OF
 AE3081'FREMONT, 725 NORTH PARK AVENUE, FREMONT NE 68025. AIRPORT MANAGER IS
 AE3081'TOM ANDERSON PHONE (402) 727-2691. TO REACH THE STATION FROM THE
 AE3081'JUNCTION OF US HIGHWAY 30 AND US HIGHWAY 77 AT US HIGHWAY 275 WEST ON
 AE3081'THE NORTH SIDE OF FREMONT, GO SOUTH ON US HIGHWAY 77 (BROAD STREET)
 AE3081'FOR 3.2 KM (2.00 MI) TO AN INTERSECTION.  TURN RIGHT AND GO WEST ON
 AE3081'23RD STREET (FORMER US HIGHWAY 30) FOR A TOTAL OF 2.2 KM (1.35 MI)
 AE3081'PASSING A RAILROAD CROSSING AND AIRPORT ROAD ON LEFT AT 1.1 KM (0.70
 AE3081'MI) TO THE STATION ON LEFT. THE MARK IS A CENTER PUNCH SET INTO A
 AE3081'PLAIN 3 IN DIA BRASS DISK IN A 30 CM (12 IN) CONCRETE POST.  THE
 AE3081'STATION IS LOCATED 0.4 KM (0.25 MI) NORTHWEST ALONG A TAXIWAY FROM AN
 AE3081'EAST-WEST TAXIWAY, 27.5 M (90.2 FT) SOUTHWEST FROM 23RD STREET CENTER
 AE3081'(TWO LANE WITH SHOULDERS CONCRETE PAVEMENT) , 26.2 M (86.0 FT)
 AE3081'NORTHEAST FROM THE CONCRETE TAXIWAY CENTER, 20.7 M (67.9 FT) NORTHWEST
 AE3081'FROM AN 8 IN WOOD POST AT A PERIMETER FENCE ANGLE POINT, ABOUT 5.2 M
 AE3081'(17.1 FT) SOUTHWEST FROM THE SOUTHWEST TOE OF THE HIGHWAY DITCH, 2.2 M
 AE3081'(7.2 FT) SOUTHWEST FROM A FIBERGLASS NGS WITNESS POST SET IN A 4
 AE3081'STRAND WIRE FENCE, 0.4 M (1.3 FT) NORTHWEST FROM AN IRON FENCE POST
 AE3081'AND 0.4 M (1.3 FT) SOUTHEAST FROM AN IRON FENCE POST.  THE MARK IS
 AE3081'FLUSH WITH THE GROUND, ABOUT 1.0 M (3.3 FT) HIGHER THAN THE HIGHWAY
 AE3081'DITCH AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0081 ***********************************************************************
 MN0081  DESIGNATION -  4284
 MN0081  PID         -  MN0081
 MN0081  STATE/COUNTY-  NE/CHEYENNE
 MN0081  COUNTRY     -  US
 MN0081  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0081
 MN0081                         *CURRENT SURVEY CONTROL
 MN0081  ______________________________________________________________________
 MN0081* NAD 83(1986) POSITION- 41 06 19.     (N) 102 58 24.     (W)   SCALED
 MN0081* NAVD 88 ORTHO HEIGHT -  1305.880 (meters)     4284.37  (feet) ADJUSTED
 MN0081  ______________________________________________________________________
 MN0081  GEOID HEIGHT    -        -19.764 (meters)                     GEOID18
 MN0081  DYNAMIC HEIGHT  -       1304.953 (meters)     4281.33  (feet) COMP
 MN0081  MODELED GRAVITY -    979,868.8   (mgal)                       NAVD 88
 MN0081
 MN0081  VERT ORDER      -  FIRST     CLASS II
 MN0081
 MN0081.The horizontal coordinates were scaled from a map and have
 MN0081.an estimated accuracy of +/- 6 seconds.
 MN0081
 MN0081.The orthometric height was determined by differential leveling and
 MN0081.adjusted by the NATIONAL GEODETIC SURVEY
 MN0081.in June 1991.
 MN0081
 MN0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0081.GEOID18 height accuracy estimate available here.
 MN0081
 MN0081.Click photographs - Photos may exist for this station.
 MN0081
 MN0081.The dynamic height is computed by dividing the NAVD 88
 MN0081.geopotential number by the normal gravity value computed on the
 MN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0081.degrees latitude (g = 980.6199 gals.).
 MN0081
 MN0081.The modeled gravity was interpolated from observed gravity values.
 MN0081
 MN0081;                    North         East    Units  Estimated Accuracy
 MN0081;SPC NE       -   145,510.      250,370.      MT  (+/- 180 meters Scaled)
 MN0081
 MN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF701524(NAD 83)
 MN0081
 MN0081                          SUPERSEDED SURVEY CONTROL
 MN0081
 MN0081  NGVD 29 (??/??/92) 1305.281  (m)         4282.41   (f) ADJ UNCH    1 2
 MN0081
 MN0081.Superseded values are not recommended for survey control.
 MN0081
 MN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0081.See file dsdata.pdf to determine how the superseded data were derived.
 MN0081
 MN0081_MARKER: P = PIPE CAP
 MN0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0081_STAMPING: 4282.40
 MN0081_MARK LOGO: USGS
 MN0081_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0081
 MN0081  HISTORY     - Date     Condition        Report By
 MN0081  HISTORY     - 1896     MONUMENTED       USGS
 MN0081  HISTORY     - 1941     MARK NOT FOUND   CGS
 MN0081
 MN0081                          STATION DESCRIPTION
 MN0081
 MN0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MN0081'2.5 MI S FROM SIDNEY.
 MN0081'2-1/2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM SIDNEY, CHEYENNE
 MN0081'COUNTY, AT THE SOUTHEAST CORNER OF SECTION 7, T 13 N, R 49 W,
 MN0081'AT THE NORTHWEST CORNER OF A SMALL CEMETERY WHICH IS ACROSS THE
 MN0081'ROAD (SOUTH) FROM GRAND PRAIRIE CEMETERY, 36 FEET SOUTH OF A
 MN0081'COUNTY ROAD, AND 33 FEET EAST OF CENTERLINE OF THE HIGHWAY.
 MN0081'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4282.409
 MN0081'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0961 ***********************************************************************
 ML0961  DESIGNATION -  43 HK
 ML0961  PID         -  ML0961
 ML0961  STATE/COUNTY-  NE/BLAINE
 ML0961  COUNTRY     -  US
 ML0961  USGS QUAD   -  MILBURN (2017)
 ML0961
 ML0961                         *CURRENT SURVEY CONTROL
 ML0961  ______________________________________________________________________
 ML0961* NAD 83(1986) POSITION- 41 44 46.     (N) 099 43 37.     (W)   SCALED
 ML0961* NAVD 88 ORTHO HEIGHT -   791.609 (meters)     2597.14  (feet) ADJUSTED
 ML0961  ______________________________________________________________________
 ML0961  GEOID HEIGHT    -        -22.562 (meters)                     GEOID18
 ML0961  DYNAMIC HEIGHT  -        791.208 (meters)     2595.82  (feet) COMP
 ML0961  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 ML0961
 ML0961  VERT ORDER      -  SECOND    CLASS 0
 ML0961
 ML0961.The horizontal coordinates were scaled from a map and have
 ML0961.an estimated accuracy of +/- 6 seconds.
 ML0961
 ML0961.The orthometric height was determined by differential leveling and
 ML0961.adjusted by the NATIONAL GEODETIC SURVEY
 ML0961.in June 1991.
 ML0961
 ML0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0961.GEOID18 height accuracy estimate available here.
 ML0961
 ML0961.Click photographs - Photos may exist for this station.
 ML0961
 ML0961.The dynamic height is computed by dividing the NAVD 88
 ML0961.geopotential number by the normal gravity value computed on the
 ML0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0961.degrees latitude (g = 980.6199 gals.).
 ML0961
 ML0961.The modeled gravity was interpolated from observed gravity values.
 ML0961
 ML0961;                    North         East    Units  Estimated Accuracy
 ML0961;SPC NE       -   212,400.      522,710.      MT  (+/- 180 meters Scaled)
 ML0961
 ML0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM395218(NAD 83)
 ML0961
 ML0961                          SUPERSEDED SURVEY CONTROL
 ML0961
 ML0961  NGVD 29 (??/??/92)  791.326  (m)         2596.21   (f) ADJ UNCH    2 0
 ML0961
 ML0961.Superseded values are not recommended for survey control.
 ML0961
 ML0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0961.See file dsdata.pdf to determine how the superseded data were derived.
 ML0961
 ML0961_MARKER: DB = BENCH MARK DISK
 ML0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0961_STAMPING: 43 HK 1949
 ML0961_MARK LOGO: USGS
 ML0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0961+STABILITY: SURFACE MOTION
 ML0961
 ML0961  HISTORY     - Date     Condition        Report By
 ML0961  HISTORY     - 1949     MONUMENTED       USGS
 ML0961  HISTORY     - 1950     GOOD             CGS
 ML0961
 ML0961                          STATION DESCRIPTION
 ML0961
 ML0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0961'2 MI N FROM MILBURN.
 ML0961'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0961'MILBURN, THENCE 1.0 MILE NORTH ALONG A WINDING DIRT ROAD, AT THE
 ML0961'FOOT OF A SMALL BLUFF, 0.1 MILE SOUTHWEST OF A FENCE LEADING
 ML0961'NORTH, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1
 ML0961'FOOT SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A WITNESS POST,
 ML0961'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0961'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4096 ***********************************************************************
 AB4096  CBN         -  This is a Cooperative Base Network Control Station.
 AB4096  DESIGNATION -  454 1A
 AB4096  PID         -  AB4096
 AB4096  STATE/COUNTY-  NE/DOUGLAS
 AB4096  COUNTRY     -  US
 AB4096  USGS QUAD   -  IRVINGTON (2017)
 AB4096
 AB4096                         *CURRENT SURVEY CONTROL
 AB4096  ______________________________________________________________________
 AB4096* NAD 83(2011) POSITION- 41 20 36.19793(N) 096 01 28.08103(W)   ADJUSTED
 AB4096* NAD 83(2011) ELLIP HT-   368.967 (meters)        (06/27/12)   ADJUSTED
 AB4096* NAD 83(2011) EPOCH   -  2010.00
 AB4096* NAVD 88 ORTHO HEIGHT -   396.8   (meters)     1302.    (feet) GPS OBS
 AB4096  ______________________________________________________________________
 AB4096  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4096  GEOID HEIGHT    -        -27.799 (meters)                     GEOID99
 AB4096  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 AB4096  NAD 83(2011) X  -   -503,330.361 (meters)                     COMP
 AB4096  NAD 83(2011) Y  - -4,769,276.428 (meters)                     COMP
 AB4096  NAD 83(2011) Z  -  4,191,373.202 (meters)                     COMP
 AB4096  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 AB4096
 AB4096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4096  Standards:
 AB4096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4096  -------------------------------------------------------------------
 AB4096  NETWORK    0.45   1.10           0.21   0.14   0.56      0.01830825
 AB4096  -------------------------------------------------------------------
 AB4096  Click here for local accuracies and other accuracy information.
 AB4096
 AB4096.The horizontal coordinates were established by GPS observations
 AB4096.and adjusted by the National Geodetic Survey in June 2012.
 AB4096
 AB4096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4096.been affixed to the stable North American tectonic plate. See 
 AB4096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4096
 AB4096.The horizontal coordinates are valid at the epoch date displayed above
 AB4096.which is a decimal equivalence of Year/Month/Day.
 AB4096
 AB4096.The orthometric height was determined by GPS observations and a
 AB4096.high-resolution geoid model.
 AB4096
 AB4096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4096.GEOID18 height accuracy estimate available here.
 AB4096
 AB4096.Click photographs - Photos may exist for this station.
 AB4096
 AB4096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4096
 AB4096.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4096
 AB4096.The ellipsoidal height was determined by GPS observations
 AB4096.and is referenced to NAD 83.
 AB4096
 AB4096. The following values were computed from the NAD 83(2011) position.
 AB4096
 AB4096;                    North         East     Units Scale Factor Converg.
 AB4096;SPC NE       -   175,300.451   832,510.772   MT  0.99966260   +2 38 04.5
 AB4096;SPC NE       -   575,131.56  2,731,329.09   sFT  0.99966260   +2 38 04.5
 AB4096;UTM  14      - 4,581,149.910   748,958.055   MT  1.00036285   +1 57 59.6
 AB4096;UTM  15      - 4,581,291.665   246,947.239   MT  1.00038815   -1 59 56.2
 AB4096
 AB4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4096!SPC NE       -   0.99994213  x   0.99966260  =   0.99960475
 AB4096!UTM  14      -   0.99994213  x   1.00036285  =   1.00030496
 AB4096!UTM  15      -   0.99994213  x   1.00038815  =   1.00033026
 AB4096
 AB4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4895881149(NAD 83)
 AB4096
 AB4096                          SUPERSEDED SURVEY CONTROL
 AB4096
 AB4096  NAD 83(2007)-  41 20 36.19792(N)    096 01 28.08164(W) AD(2002.00) 0
 AB4096  ELLIP H (02/10/07)  368.987  (m)                       GP(2002.00)    
 AB4096  ELLIP H (07/10/01)  368.984  (m)                       GP(       ) 4 1
 AB4096  NAD 83(1995)-  41 20 36.19797(N)    096 01 28.08117(W) AD(       ) B
 AB4096  ELLIP H (06/25/96)  369.029  (m)                       GP(       ) 1 1
 AB4096  NAVD 88 (06/25/96)  396.8    (m)  GEOID93  model used  GPS OBS        
 AB4096
 AB4096.Superseded values are not recommended for survey control.
 AB4096
 AB4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4096.See file dsdata.pdf to determine how the superseded data were derived.
 AB4096
 AB4096_MARKER: DS = TRIANGULATION STATION DISK
 AB4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4096_STAMPING: CP 454-1A 1984
 AB4096_MARK LOGO: NEDR
 AB4096_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4096+STABILITY: SURFACE MOTION
 AB4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4096+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2013
 AB4096
 AB4096  HISTORY     - Date     Condition        Report By
 AB4096  HISTORY     - 1984     MONUMENTED       NEDR
 AB4096  HISTORY     - 19950711 GOOD             NGS
 AB4096  HISTORY     - 20000613 GOOD             NEDR
 AB4096  HISTORY     - 20030715 GOOD             INDIV
 AB4096  HISTORY     - 20110210 GOOD             INDIV
 AB4096  HISTORY     - 20131204 GOOD             COMPDA
 AB4096
 AB4096                          STATION DESCRIPTION
 AB4096
 AB4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4096'THE MARK IS LOCATED IN THE NORTH PART OF OMAHA, ABOUT 3.5 MI (5.6 KM)
 AB4096'WEST OF THE INTERSTATE HIGHWAY 680 BRIDGES OVER THE MISSOURI RIVER,
 AB4096'0.15 MI (0.24 KM) NORTH OF THE INTERSECTION OF 72ND STREET AND THE
 AB4096'INTERSTATE HIGHWAY, ABOUT 70 M (229.7 FT) WEST AND 10 M (32.8 FT)
 AB4096'HIGHER THAN 72ND STREET, IN THE SE1/4, SEC23, T16N, R12E AND ON PUBLIC
 AB4096'RIGHT-OF-WAY.  TO REACH THE MARK FROM WHERE 72ND STREET CROSSES OVER
 AB4096'INTERSTATE HIGHWAY 680, GO NORTH ON 72ND STREET FOR 0.2 MI (0.3 KM) TO
 AB4096'LAKE CUNNINGHAM ROAD ON THE LEFT.  TURN LEFT, CROSS THE SOUTHBOUND
 AB4096'LANES OF 72ND STREET, THEN TURN LEFT AGAIN AND GO SOUTH-SOUTHWEST AND
 AB4096'SOUTH, UP THE STEEP RIGHT-OF-WAY BANK, FOR 0.05 MI (0.08 KM) TO THE
 AB4096'NORTH END OF A CHAIN LINK RIGHT-OF-WAY FENCE AND THE MARK.  THE DISK
 AB4096'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.2
 AB4096'FT (6.1 CM) BELOW THE GROUND SURFACE.  IT IS 160.3 FT (48.9 M) NORTH
 AB4096'OF A CHAIN LINK RIGHT-OF-WAY FENCE CORNER, 67.5 FT (20.6 M) SOUTH OF
 AB4096'THE NORTH END OF THE 72ND STREET RIGHT-OF-WAY FENCE, 5.3 FT (1.6 M)
 AB4096'SOUTHWEST OF A FIBERGLASS WITNESS POST, 4.2 FT (1.3 M) WEST OF THE
 AB4096'CHAIN LINK FENCE AND 3.5 FT (1.1 M) WEST OF A METAL STATE WITNESS
 AB4096'POST.
 AB4096
 AB4096                          STATION RECOVERY (2000)
 AB4096
 AB4096'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4096'RECOVERED AS DESCRIBED.
 AB4096
 AB4096                          STATION RECOVERY (2003)
 AB4096
 AB4096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 AB4096'RECOVERED IN GOOD CONDITION.
 AB4096
 AB4096                          STATION RECOVERY (2011)
 AB4096
 AB4096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 AB4096'RECOVERED IN GOOD CONDITION.
 AB4096
 AB4096                          STATION RECOVERY (2013)
 AB4096
 AB4096'RECOVERY NOTE BY COMPASSDATA INC 2013 (NK)
 AB4096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0528 ***********************************************************************
 NO0528  DESIGNATION -  5 F
 NO0528  PID         -  NO0528
 NO0528  STATE/COUNTY-  NE/CHERRY
 NO0528  COUNTRY     -  US
 NO0528  USGS QUAD   -  ELL LAKE (2017)
 NO0528
 NO0528                         *CURRENT SURVEY CONTROL
 NO0528  ______________________________________________________________________
 NO0528* NAD 83(1986) POSITION- 42 39 20.83   (N) 100 32 09.62   (W)   HD_HELD1
 NO0528* NAVD 88 ORTHO HEIGHT -   871.881 (meters)     2860.50  (feet) ADJUSTED
 NO0528  ______________________________________________________________________
 NO0528  GEOID HEIGHT    -        -21.601 (meters)                     GEOID18
 NO0528  DYNAMIC HEIGHT  -        871.496 (meters)     2859.23  (feet) COMP
 NO0528  MODELED GRAVITY -    980,149.8   (mgal)                       NAVD 88
 NO0528
 NO0528  VERT ORDER      -  FIRST     CLASS II
 NO0528
 NO0528.The horizontal coordinates were determined by differentially corrected
 NO0528.hand held GPS observations or other comparable positioning techniques
 NO0528.and have an estimated accuracy of +/- 3 meters.
 NO0528
 NO0528.The orthometric height was determined by differential leveling and
 NO0528.adjusted by the NATIONAL GEODETIC SURVEY
 NO0528.in June 1994.
 NO0528
 NO0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0528.GEOID18 height accuracy estimate available here.
 NO0528
 NO0528.Click photographs - Photos may exist for this station.
 NO0528
 NO0528.The dynamic height is computed by dividing the NAVD 88
 NO0528.geopotential number by the normal gravity value computed on the
 NO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0528.degrees latitude (g = 980.6199 gals.).
 NO0528
 NO0528.The modeled gravity was interpolated from observed gravity values.
 NO0528
 NO0528;                    North         East    Units  Estimated Accuracy
 NO0528;SPC NE       -   313,521.7     456,056.8     MT  (+/- 3 meters HH1 GPS) 
 NO0528
 NO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7410423735(NAD 83)
 NO0528
 NO0528                          SUPERSEDED SURVEY CONTROL
 NO0528
 NO0528  NGVD 29 (02/14/92)  871.584  (m)         2859.52   (f) ADJUSTED    1 2
 NO0528
 NO0528.Superseded values are not recommended for survey control.
 NO0528
 NO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0528.See file dsdata.pdf to determine how the superseded data were derived.
 NO0528
 NO0528_MARKER: DB = BENCH MARK DISK
 NO0528_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0528_STAMPING: 5 F 1947
 NO0528_MARK LOGO: USGS
 NO0528_PROJECTION: PROJECTING 20 CENTIMETERS
 NO0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0528+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2020
 NO0528
 NO0528  HISTORY     - Date     Condition        Report By
 NO0528  HISTORY     - 1947     MONUMENTED       USGS
 NO0528  HISTORY     - 19910803 GOOD             NGS
 NO0528  HISTORY     - 20200622 GOOD             NEGS
 NO0528
 NO0528                          STATION DESCRIPTION
 NO0528
 NO0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0528'26.6 KM (16.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0528'OF U.S. HIGHWAY 20 IN VALENTINE, 56.1 M (184.1 FT) EAST OF THE
 NO0528'HIGHWAY CENTERLINE, 19.0 M (62.3 FT) SOUTH OF THE CENTER OF THE
 NO0528'LOVEJOY RANCH ENTRANCE ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NO0528'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 NO0528'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 NO0528
 NO0528                          STATION RECOVERY (2020)
 NO0528
 NO0528'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 NO0528'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 83,
 NO0528'(SOUTH OF VALENTINE, NE.), GO SOUTH 0N U.S. 83 APPROXIMATELY 11.1 MI
 NO0528'(17.9 KM) TO LOVEJOY RANCH ROAD ON THE LEFT (EAST).  THE MARK IS
 NO0528'LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION AT MILE POST
 NO0528'196.22, 2.3 FT (0.7 M) WEST OF A WITNESS POST IN A FENCE LINE, 62.3 FT
 NO0528'(19.0 M) SOUTH OF THE CENTERLINE OF LOVEJOY RANCH ROAD AND 184.1 FT
 NO0528'(56.1 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY 83.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0128 ***********************************************************************
 NO0128  DESIGNATION -  5 HT
 NO0128  PID         -  NO0128
 NO0128  STATE/COUNTY-  NE/CHERRY
 NO0128  COUNTRY     -  US
 NO0128  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0128
 NO0128                         *CURRENT SURVEY CONTROL
 NO0128  ______________________________________________________________________
 NO0128* NAD 83(1986) POSITION- 42 52 00.     (N) 100 34 29.     (W)   SCALED
 NO0128* NAVD 88 ORTHO HEIGHT -   794.200 (meters)     2605.64  (feet) ADJUSTED
 NO0128  ______________________________________________________________________
 NO0128  GEOID HEIGHT    -        -21.802 (meters)                     GEOID18
 NO0128  DYNAMIC HEIGHT  -        793.884 (meters)     2604.60  (feet) COMP
 NO0128  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 NO0128
 NO0128  VERT ORDER      -  FIRST     CLASS II
 NO0128
 NO0128.The horizontal coordinates were scaled from a map and have
 NO0128.an estimated accuracy of +/- 6 seconds.
 NO0128
 NO0128.The orthometric height was determined by differential leveling and
 NO0128.adjusted by the NATIONAL GEODETIC SURVEY
 NO0128.in June 1991.
 NO0128
 NO0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0128.GEOID18 height accuracy estimate available here.
 NO0128
 NO0128.Click photographs - Photos may exist for this station.
 NO0128
 NO0128.The dynamic height is computed by dividing the NAVD 88
 NO0128.geopotential number by the normal gravity value computed on the
 NO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0128.degrees latitude (g = 980.6199 gals.).
 NO0128
 NO0128.The modeled gravity was interpolated from observed gravity values.
 NO0128
 NO0128;                    North         East    Units  Estimated Accuracy
 NO0128;SPC NE       -   336,970.      453,040.      MT  (+/- 180 meters Scaled)
 NO0128
 NO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN713472(NAD 83)
 NO0128
 NO0128                          SUPERSEDED SURVEY CONTROL
 NO0128
 NO0128  NGVD 29 (??/??/92)  793.914  (m)         2604.70   (f) ADJ UNCH    1 2
 NO0128
 NO0128.Superseded values are not recommended for survey control.
 NO0128
 NO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0128.See file dsdata.pdf to determine how the superseded data were derived.
 NO0128
 NO0128_MARKER: DB = BENCH MARK DISK
 NO0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0128_STAMPING: 5 HT 1947
 NO0128_MARK LOGO: USGS
 NO0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0128+STABILITY: SURFACE MOTION
 NO0128
 NO0128  HISTORY     - Date     Condition        Report By
 NO0128  HISTORY     - 1947     MONUMENTED       USGS
 NO0128  HISTORY     - 1957     GOOD             CGS
 NO0128  HISTORY     - 19910802 MARK NOT FOUND   NGS
 NO0128
 NO0128                          STATION DESCRIPTION
 NO0128
 NO0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0128'1.3 MI W FROM VALENTINE.
 NO0128'ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0128'FROM THE STATION AT VALENTINE, THENCE 0.1 MILE SOUTH ALONG A
 NO0128'SAND ROAD, IN T. 34 N., R. 28 W., SECTION 36., 39 FEET NORTH OF
 NO0128'THE CENTER LINE OF U.S. HIGHWAY 20, 180 FEET EAST OF THE CENTER
 NO0128'LINE OF THE SAND ROAD, 2 1/2 FEET NORTH OF A FENCE LINE, 1 1/2
 NO0128'FEET WEST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NO0128'CONCRETE POST.
 NO0128
 NO0128                          STATION RECOVERY (1991)
 NO0128
 NO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0128'THERE IS A DRAINAGE DITCH AT THE DESCRIBED LOCATION.  ASSUMED
 NO0128'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0580 ***********************************************************************
 NO0580  DESIGNATION -  5 HT RESET
 NO0580  PID         -  NO0580
 NO0580  STATE/COUNTY-  NE/CHERRY
 NO0580  COUNTRY     -  US
 NO0580  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0580
 NO0580                         *CURRENT SURVEY CONTROL
 NO0580  ______________________________________________________________________
 NO0580* NAD 83(1986) POSITION- 42 52 00.     (N) 100 34 29.     (W)   SCALED
 NO0580* NAVD 88 ORTHO HEIGHT -   794.07  (meters)     2605.2   (feet) RESET
 NO0580  ______________________________________________________________________
 NO0580  GEOID HEIGHT    -        -21.802 (meters)                     GEOID18
 NO0580  VERT ORDER      -  THIRD
 NO0580
 NO0580.The horizontal coordinates were scaled from a map and have
 NO0580.an estimated accuracy of +/- 6 seconds.
 NO0580
 NO0580.The orthometric height was computed from unverified reset data.
 NO0580
 NO0580.No vertical observational check was made to the station.
 NO0580
 NO0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0580.GEOID18 height accuracy estimate available here.
 NO0580
 NO0580.Click photographs - Photos may exist for this station.
 NO0580
 NO0580;                    North         East    Units  Estimated Accuracy
 NO0580;SPC NE       -   336,970.      453,040.      MT  (+/- 180 meters Scaled)
 NO0580
 NO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN713472(NAD 83)
 NO0580
 NO0580                          SUPERSEDED SURVEY CONTROL
 NO0580
 NO0580  NGVD 29 (01/31/13)  793.78   (m)         2604.3    (f) RESET       3  
 NO0580
 NO0580.Superseded values are not recommended for survey control.
 NO0580
 NO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0580.See file dsdata.pdf to determine how the superseded data were derived.
 NO0580
 NO0580_MARKER: DB = BENCH MARK DISK
 NO0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0580_STAMPING: 5 HT 1947 RESET 1984
 NO0580_MARK LOGO: USGS
 NO0580_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0580
 NO0580  HISTORY     - Date     Condition        Report By
 NO0580  HISTORY     - 1984     MONUMENTED       NGS
 NO0580
 NO0580                          STATION DESCRIPTION
 NO0580
 NO0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NO0580'FROM VALENTINE, APPROXIMATELY 1 MILE (1.6 KM) WEST ALONG US HIGHWAY
 NO0580'20, TOWNSHIPS 33 AND 34 NORTH, R 3 W, NEAR CORNER SECTIONS 1, 2, 35
 NO0580'AND 36, 68 FEET (20.7 M) NORTH AND 64 FEET (19.5 M) WEST OF US
 NO0580'HIGHWAY 20 AT T-ROAD SOUTH, 1/2 FOOT SOUTH OF RIGHT-OF-WAY FENCE, AND
 NO0580'CENTERED IN A 6-INCH DRAIN PIPE.  NOTE--DEPTH OF PIPE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1816 ***********************************************************************
 NM1816  DESIGNATION -  5 RDS
 NM1816  PID         -  NM1816
 NM1816  STATE/COUNTY-  NE/KNOX
 NM1816  COUNTRY     -  US
 NM1816  USGS QUAD   -  CREIGHTON (2017)
 NM1816
 NM1816                         *CURRENT SURVEY CONTROL
 NM1816  ______________________________________________________________________
 NM1816* NAD 83(1995) POSITION- 42 29 44.93317(N) 097 59 44.30031(W)   ADJUSTED
 NM1816* NAVD 88 ORTHO HEIGHT -   512.0   (meters)     1680.    (feet) VERTCON
 NM1816  ______________________________________________________________________
 NM1816  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 NM1816  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 NM1816  HORZ ORDER      -  THIRD
 NM1816  VERT ORDER      -  THIRD ? (See Below)
 NM1816
 NM1816.The horizontal coordinates were established by classical geodetic methods
 NM1816.and adjusted by the National Geodetic Survey in August 1997.
 NM1816
 NM1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1816
 NM1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1816.GEOID18 height accuracy estimate available here.
 NM1816
 NM1816.The vertical order pertains to the NGVD 29 superseded value.
 NM1816
 NM1816.Click photographs - Photos may exist for this station.
 NM1816
 NM1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1816
 NM1816. The following values were computed from the NAD 83(1995) position.
 NM1816
 NM1816;                    North         East     Units Scale Factor Converg.
 NM1816;SPC NE       -   297,527.586   664,721.098   MT  0.99980804   +1 19 41.8
 NM1816;SPC NE       -   976,138.42  2,180,839.14   sFT  0.99980804   +1 19 41.8
 NM1816;UTM  14      - 4,705,317.036   582,530.341   MT  0.99968380   +0 40 42.7
 NM1816
 NM1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1816!SPC NE       -   0.99992369  x   0.99980804  =   0.99973174
 NM1816!UTM  14      -   0.99992369  x   0.99968380  =   0.99960751
 NM1816
 NM1816:                Primary Azimuth Mark                     Grid Az
 NM1816:SPC NE       -  AZ WINDMILL NNW                          338 21 38.5
 NM1816:UTM  14      -  AZ WINDMILL NNW                          339 00 37.6
 NM1816
 NM1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8253005317(NAD 83)
 NM1816
 NM1816|---------------------------------------------------------------------|
 NM1816| PID    Reference Object                     Distance      Geod. Az  |
 NM1816|                                                           dddmmss.s |
 NM1816| CO2143 AZ STANDPIPE ENE                                   0585544.3 |
 NM1816| CO2152 AZ WINDMILL NNW                                    3394120.3 |
 NM1816|---------------------------------------------------------------------|
 NM1816
 NM1816                          SUPERSEDED SURVEY CONTROL
 NM1816
 NM1816  NAD 83(1986)-  42 29 44.93789(N)    097 59 44.30452(W) AD(       ) 3
 NM1816  NAD 27      -  42 29 44.92359(N)    097 59 43.06656(W) AD(       ) 3
 NM1816
 NM1816.Superseded values are not recommended for survey control.
 NM1816
 NM1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1816.See file dsdata.pdf to determine how the superseded data were derived.
 NM1816
 NM1816_MARKER: DD = SURVEY DISK
 NM1816_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1816_STAMPING: 5 RDS 1950
 NM1816_MARK LOGO: USGS
 NM1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1816
 NM1816  HISTORY     - Date     Condition        Report By
 NM1816  HISTORY     - 1950     MONUMENTED       USGS
 NM1816
 NM1816                          STATION DESCRIPTION
 NM1816
 NM1816'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RDS)
 NM1816'VERDIGRE, 7.0 MI S. AND 2.0 MI E. OF, 1.0 MI S. AND 2.0 MI W. OF.
 NM1816'WINNETOON, NEAR COR. SECS. 10, 11, 14 AND 15.  T. 29 N., R. 6 W., 30
 NM1816'FT N. AND 334 FT W. OF CENTER OF CROSSROADS, 1 FT S. OF FENCE LINE IN
 NM1816'CONCRETE POST.  STANDARD TABLET STAMPED---5 RDS 1950---.  NOTE--MARK
 NM1816'LOOSE IN GROUND - PROBABLY OKAY.  AZIMUTH TO N. SIDE STANDPIPE ABOUT
 NM1816'2.0 MI DISTANT--N 58 DEG 55 MIN 45 SEC E.  AZIMUTH TO WINDMILL ABOUT
 NM1816'1.0 MI DISTANT--N 20 DEG 18 MIN 40 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0134 ***********************************************************************
 NP0134  DESIGNATION -  56.00
 NP0134  PID         -  NP0134
 NP0134  STATE/COUNTY-  NE/BOX BUTTE
 NP0134  COUNTRY     -  US
 NP0134  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0134
 NP0134                         *CURRENT SURVEY CONTROL
 NP0134  ______________________________________________________________________
 NP0134* NAD 83(1986) POSITION- 42 05 57.     (N) 102 52 14.     (W)   SCALED
 NP0134* NAVD 88 ORTHO HEIGHT -  1209.159 (meters)     3967.05  (feet) ADJUSTED
 NP0134  ______________________________________________________________________
 NP0134  GEOID HEIGHT    -        -18.679 (meters)                     GEOID18
 NP0134  DYNAMIC HEIGHT  -       1208.455 (meters)     3964.74  (feet) COMP
 NP0134  MODELED GRAVITY -    979,997.5   (mgal)                       NAVD 88
 NP0134
 NP0134  VERT ORDER      -  FIRST     CLASS II
 NP0134
 NP0134.The horizontal coordinates were scaled from a map and have
 NP0134.an estimated accuracy of +/- 6 seconds.
 NP0134
 NP0134.The orthometric height was determined by differential leveling and
 NP0134.adjusted by the NATIONAL GEODETIC SURVEY
 NP0134.in June 1991.
 NP0134
 NP0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0134.GEOID18 height accuracy estimate available here.
 NP0134
 NP0134.Click photographs - Photos may exist for this station.
 NP0134
 NP0134.The dynamic height is computed by dividing the NAVD 88
 NP0134.geopotential number by the normal gravity value computed on the
 NP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0134.degrees latitude (g = 980.6199 gals.).
 NP0134
 NP0134.The modeled gravity was interpolated from observed gravity values.
 NP0134
 NP0134;                    North         East    Units  Estimated Accuracy
 NP0134;SPC NE       -   255,510.      262,650.      MT  (+/- 180 meters Scaled)
 NP0134
 NP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG760629(NAD 83)
 NP0134
 NP0134                          SUPERSEDED SURVEY CONTROL
 NP0134
 NP0134  NGVD 29 (??/??/92) 1208.575  (m)         3965.13   (f) ADJ UNCH    1 2
 NP0134
 NP0134.Superseded values are not recommended for survey control.
 NP0134
 NP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0134.See file dsdata.pdf to determine how the superseded data were derived.
 NP0134
 NP0134_MARKER: Q = CHISELED SQUARE
 NP0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0134_SP_SET: RETAINING WALL
 NP0134_MARK LOGO: NONE
 NP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0134+STABILITY: SURFACE MOTION
 NP0134
 NP0134  HISTORY     - Date     Condition        Report By
 NP0134  HISTORY     - UNK      MONUMENTED       LOCENG
 NP0134  HISTORY     - 1956     GOOD             CGS
 NP0134  HISTORY     - 1985     GOOD             NGS
 NP0134
 NP0134                          STATION DESCRIPTION
 NP0134
 NP0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0134'AT ALLIANCE.
 NP0134'AT ALLIANCE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 5TH
 NP0134'STREET AND BOX BUTTE AVENUE, 14.3 FEET EAST OF THE NORTHWEST
 NP0134'CORNER OF THE DRAKE HOTEL, 1.7 FEET ABOVE THE GROUND, 0.5 FOOT
 NP0134'EAST OF THE EAST EDGE OF A BRICK PILASTER, ABOVE A WATER OUTLET,
 NP0134'BELOW THE LETTERS B M, THE TOP OF A BRICK COPING, IN SECTION 36,
 NP0134'TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0134
 NP0134                          STATION RECOVERY (1985)
 NP0134
 NP0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0134'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE.
 NP0134'NOTE--MARK IS A CHISELED SQUARE ON TOP OF A BRICK COPING AND
 NP0134'ESTABLISHED BY THE CITY OF ALLIANCE, NEBRASKA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1413 ***********************************************************************
 NM1413  DESIGNATION -  58 J S
 NM1413  PID         -  NM1413
 NM1413  STATE/COUNTY-  NE/KNOX
 NM1413  COUNTRY     -  US
 NM1413  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1413
 NM1413                         *CURRENT SURVEY CONTROL
 NM1413  ______________________________________________________________________
 NM1413* NAD 83(1986) POSITION- 42 47 35.96   (N) 097 39 48.37   (W)   HD_HELD1
 NM1413* NAVD 88 ORTHO HEIGHT -   470.271 (meters)     1542.88  (feet) ADJUSTED
 NM1413  ______________________________________________________________________
 NM1413  GEOID HEIGHT    -        -25.699 (meters)                     GEOID18
 NM1413  DYNAMIC HEIGHT  -        470.122 (meters)     1542.39  (feet) COMP
 NM1413  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 NM1413
 NM1413  VERT ORDER      -  SECOND    CLASS 0
 NM1413
 NM1413.The horizontal coordinates were determined by differentially corrected
 NM1413.hand held GPS observations or other comparable positioning techniques
 NM1413.and have an estimated accuracy of +/- 3 meters.
 NM1413
 NM1413.The orthometric height was determined by differential leveling and
 NM1413.adjusted by the NATIONAL GEODETIC SURVEY
 NM1413.in June 1991.
 NM1413
 NM1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1413.GEOID18 height accuracy estimate available here.
 NM1413
 NM1413.Click photographs - Photos may exist for this station.
 NM1413
 NM1413.The dynamic height is computed by dividing the NAVD 88
 NM1413.geopotential number by the normal gravity value computed on the
 NM1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1413.degrees latitude (g = 980.6199 gals.).
 NM1413
 NM1413.The modeled gravity was interpolated from observed gravity values.
 NM1413
 NM1413;                    North         East    Units  Estimated Accuracy
 NM1413;SPC NE       -   331,245.0     691,122.9     MT  (+/- 3 meters HH1 GPS) 
 NM1413
 NM1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0930638730(NAD 83)
 NM1413
 NM1413                          SUPERSEDED SURVEY CONTROL
 NM1413
 NM1413  NGVD 29 (??/??/92)  470.052  (m)         1542.16   (f) ADJ UNCH    2 0
 NM1413
 NM1413.Superseded values are not recommended for survey control.
 NM1413
 NM1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1413.See file dsdata.pdf to determine how the superseded data were derived.
 NM1413
 NM1413_MARKER: DD = SURVEY DISK
 NM1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1413_STAMPING: 58 JS 1946
 NM1413_MARK LOGO: USGS
 NM1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1413+STABILITY: SURFACE MOTION
 NM1413
 NM1413  HISTORY     - Date     Condition        Report By
 NM1413  HISTORY     - 1946     MONUMENTED       USGS
 NM1413  HISTORY     - 1949     GOOD             CGS
 NM1413  HISTORY     - 1949     GOOD             CGS
 NM1413
 NM1413                          STATION DESCRIPTION
 NM1413
 NM1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1413'12.7 MI NW FROM CROFTON.
 NM1413'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH STATE
 NM1413'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1413'12, THENCE 4.7 MILES NORTH ALONG A DIRT ROAD, AT A ROAD JUNCTION,
 NM1413'ON THE INSIDE OF A CURVE, 98.0 FEET EAST OF THE CENTER LINE OF THE
 NM1413'ROAD LEADING SOUTH, 21.0 FEET SOUTH OF THE CENTER LINE OF THE EAST
 NM1413'AND WEST ROAD, 1.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 NM1413'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM1413
 NM1413                          STATION RECOVERY (1949)
 NM1413
 NM1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0514 ***********************************************************************
 LF0514  DESIGNATION -  5853+10
 LF0514  PID         -  LF0514
 LF0514  STATE/COUNTY-  NE/RICHARDSON
 LF0514  COUNTRY     -  US
 LF0514  USGS QUAD   -  VERDON (2017)
 LF0514
 LF0514                         *CURRENT SURVEY CONTROL
 LF0514  ______________________________________________________________________
 LF0514* NAD 83(1986) POSITION- 40 09 07.     (N) 095 43 01.     (W)   SCALED
 LF0514* NAVD 88 ORTHO HEIGHT -   285.388 (meters)      936.31  (feet) ADJUSTED
 LF0514  ______________________________________________________________________
 LF0514  GEOID HEIGHT    -        -30.147 (meters)                     GEOID18
 LF0514  DYNAMIC HEIGHT  -        285.231 (meters)      935.80  (feet) COMP
 LF0514  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 LF0514
 LF0514  VERT ORDER      -  SECOND    CLASS 0
 LF0514
 LF0514.The horizontal coordinates were scaled from a map and have
 LF0514.an estimated accuracy of +/- 6 seconds.
 LF0514
 LF0514.The orthometric height was determined by differential leveling and
 LF0514.adjusted by the NATIONAL GEODETIC SURVEY
 LF0514.in June 1991.
 LF0514
 LF0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0514.GEOID18 height accuracy estimate available here.
 LF0514
 LF0514.Click photographs - Photos may exist for this station.
 LF0514
 LF0514.The dynamic height is computed by dividing the NAVD 88
 LF0514.geopotential number by the normal gravity value computed on the
 LF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0514.degrees latitude (g = 980.6199 gals.).
 LF0514
 LF0514.The modeled gravity was interpolated from observed gravity values.
 LF0514
 LF0514;                    North         East    Units  Estimated Accuracy
 LF0514;SPC NE       -    44,410.      864,760.      MT  (+/- 180 meters Scaled)
 LF0514
 LF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685481(NAD 83)
 LF0514
 LF0514                          SUPERSEDED SURVEY CONTROL
 LF0514
 LF0514  NGVD 29 (??/??/92)  285.323  (m)          936.10   (f) ADJ UNCH    2 0
 LF0514
 LF0514.Superseded values are not recommended for survey control.
 LF0514
 LF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0514.See file dsdata.pdf to determine how the superseded data were derived.
 LF0514
 LF0514_MARKER: B = BOLT
 LF0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0514_SP_SET: MILE POST
 LF0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0514
 LF0514  HISTORY     - Date     Condition        Report By
 LF0514  HISTORY     - UNK      MONUMENTED       MPRR
 LF0514  HISTORY     - 1947     GOOD             CGS
 LF0514  HISTORY     - 20080916 POOR             INDIV
 LF0514
 LF0514                          STATION DESCRIPTION
 LF0514
 LF0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0514'0.3 MI N FROM VERDON.
 LF0514'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0514'STATION AT VERDON, 392.0 FEET SOUTH OF THE SOUTH END OF STEEL
 LF0514'BRIDGE NO. 143G, 64.0 FEET WEST OF A NORTH-SOUTH DIRT ROAD, 35.0
 LF0514'FEET WEST OF PAINTED TELEPHONE POLE NO. 395, 7.8 FEET EAST OF
 LF0514'THE EAST RAIL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF
 LF0514'MISSOURI PACIFIC RAILROAD MILE POST NO. 395 WHICH IS AN 8X8-INCH
 LF0514'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 LF0514'PROJECTING 1.2 FOOT AND HAS A COPPER PLATE ON THE WEST SIDE WHICH
 LF0514'IS STAMPED M.P. 395 5853+10.  NOTE-- A CHECK WITH THE SECTION
 LF0514'FOREMAN REVEALED THAT THE RAILROAD MOVED THE MILEPOSTS ABOUT 30
 LF0514'FEET A FEW YEARS AGO AND THIS PROBABLY IS THE REASON MARK DOES
 LF0514'NOT CHECK NOW.  EXACT DATE OF MOVING COULD NOT BE DETERMINED.
 LF0514
 LF0514                          STATION RECOVERY (2008)
 LF0514
 LF0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0514'THE CONCRETE POST IS LEANING 20 TO 25 DEGREES TO EAST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0133 ***********************************************************************
 NP0133  DESIGNATION -  5942
 NP0133  PID         -  NP0133
 NP0133  STATE/COUNTY-  NE/BOX BUTTE
 NP0133  COUNTRY     -  US
 NP0133  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0133
 NP0133                         *CURRENT SURVEY CONTROL
 NP0133  ______________________________________________________________________
 NP0133* NAD 83(1986) POSITION- 42 05 41.     (N) 102 52 13.     (W)   SCALED
 NP0133* NAVD 88 ORTHO HEIGHT -  1210.204 (meters)     3970.48  (feet) POSTED
 NP0133  ______________________________________________________________________
 NP0133  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0133  DYNAMIC HEIGHT  -       1209.50  (meters)     3968.2   (feet) COMP
 NP0133  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 NP0133
 NP0133  VERT ORDER      -  * POSTED, SEE BELOW
 NP0133
 NP0133.The horizontal coordinates were scaled from a map and have
 NP0133.an estimated accuracy of +/- 6 seconds.
 NP0133
 NP0133.The orthometric height was determined by differential leveling
 NP0133.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0133
 NP0133.* This is a POSTED BENCH MARK height.
 NP0133
 NP0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0133.GEOID18 height accuracy estimate available here.
 NP0133
 NP0133.Click photographs - Photos may exist for this station.
 NP0133
 NP0133.The dynamic height is computed by dividing the NAVD 88
 NP0133.geopotential number by the normal gravity value computed on the
 NP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0133.degrees latitude (g = 980.6199 gals.).
 NP0133
 NP0133.The modeled gravity was interpolated from observed gravity values.
 NP0133
 NP0133;                    North         East    Units  Estimated Accuracy
 NP0133;SPC NE       -   255,020.      262,660.      MT  (+/- 180 meters Scaled)
 NP0133
 NP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG761624(NAD 83)
 NP0133
 NP0133                          SUPERSEDED SURVEY CONTROL
 NP0133
 NP0133  NGVD 29 (??/??/92) 1209.62   (m)         3968.6    (f) COMPUTED    1 2
 NP0133
 NP0133.Superseded values are not recommended for survey control.
 NP0133
 NP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0133.See file dsdata.pdf to determine how the superseded data were derived.
 NP0133
 NP0133_MARKER: Z = SEE DESCRIPTION
 NP0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0133_SP_SET: COPING
 NP0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0133
 NP0133  HISTORY     - Date     Condition        Report By
 NP0133  HISTORY     - UNK      MONUMENTED       LOCENG
 NP0133  HISTORY     - 1956     MARK NOT FOUND   CGS
 NP0133
 NP0133                          STATION DESCRIPTION
 NP0133
 NP0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0133'AT ALLIANCE.
 NP0133'AT ALLIANCE, BOX BUTTE COUNTY, 5 FEET WEST OF THE NORTHEAST
 NP0133'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 NP0133'IN THE TOP OF THE CONCRETE COPING BETWEEN TWO PILASTERS, AND 6
 NP0133'INCHES ABOVE GROUND.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- THIS
 NP0133'MARK WAS REPORTED TO BE A FAINT SQUARE IN OCTOBER 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0363 ***********************************************************************
 MN0363  DESIGNATION -  6 FWK
 MN0363  PID         -  MN0363
 MN0363  STATE/COUNTY-  NE/MORRILL
 MN0363  COUNTRY     -  US
 MN0363  USGS QUAD   -  BROADWATER SW (2017)
 MN0363
 MN0363                         *CURRENT SURVEY CONTROL
 MN0363  ______________________________________________________________________
 MN0363* NAD 83(1986) POSITION- 41 31 06.     (N) 102 59 05.     (W)   SCALED
 MN0363* NAVD 88 ORTHO HEIGHT -  1176.318 (meters)     3859.30  (feet) ADJUSTED
 MN0363  ______________________________________________________________________
 MN0363  GEOID HEIGHT    -        -19.721 (meters)                     GEOID18
 MN0363  DYNAMIC HEIGHT  -       1175.545 (meters)     3856.77  (feet) COMP
 MN0363  MODELED GRAVITY -    979,925.8   (mgal)                       NAVD 88
 MN0363
 MN0363  VERT ORDER      -  FIRST     CLASS II
 MN0363
 MN0363.The horizontal coordinates were scaled from a map and have
 MN0363.an estimated accuracy of +/- 6 seconds.
 MN0363
 MN0363.The orthometric height was determined by differential leveling and
 MN0363.adjusted by the NATIONAL GEODETIC SURVEY
 MN0363.in June 1991.
 MN0363
 MN0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0363.GEOID18 height accuracy estimate available here.
 MN0363
 MN0363.Click photographs - Photos may exist for this station.
 MN0363
 MN0363.The dynamic height is computed by dividing the NAVD 88
 MN0363.geopotential number by the normal gravity value computed on the
 MN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0363.degrees latitude (g = 980.6199 gals.).
 MN0363
 MN0363.The modeled gravity was interpolated from observed gravity values.
 MN0363
 MN0363;                    North         East    Units  Estimated Accuracy
 MN0363;SPC NE       -   191,380.      250,990.      MT  (+/- 180 meters Scaled)
 MN0363
 MN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF681982(NAD 83)
 MN0363
 MN0363                          SUPERSEDED SURVEY CONTROL
 MN0363
 MN0363.No superseded survey control is available for this station.
 MN0363
 MN0363_MARKER: DB = BENCH MARK DISK
 MN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0363_STAMPING: FWK 3858 6 1964
 MN0363_MARK LOGO: USGS
 MN0363_PROJECTION: FLUSH
 MN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0363+STABILITY: SURFACE MOTION
 MN0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0363+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0363
 MN0363  HISTORY     - Date     Condition        Report By
 MN0363  HISTORY     - 1964     MONUMENTED       USGS
 MN0363  HISTORY     - 1985     GOOD             NGS
 MN0363  HISTORY     - 20070417 GOOD             NEDR
 MN0363
 MN0363                          STATION DESCRIPTION
 MN0363
 MN0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0363'13.1 KM (8.15 MI) NORTH FROM DALTON.
 MN0363'13.1 KM (8.15 MI) NORTH ALONG US HIGHWAY 385 FROM THE POST OFFICE AT
 MN0363'DALTON, AT  MILEPOST 60, IN THE SOUTHWEST CORNER OF THE INTERSECTION
 MN0363'OF A GRAVEL ROAD, 4.9 METERS (16 FT) NORTHWEST OF A TELEPHONE CABLE
 MN0363'JUNCTION BOX, 18.3 METERS (60 FT) SOUTH OF THE CENTER OF THE ROAD, AND
 MN0363'8.8 METERS (29 FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY POST.
 MN0363'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0363'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 MN0363
 MN0363                          STATION RECOVERY (2007)
 MN0363
 MN0363'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0363'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0978 ***********************************************************************
 ML0978  DESIGNATION -  6 HK
 ML0978  PID         -  ML0978
 ML0978  STATE/COUNTY-  NE/BLAINE
 ML0978  COUNTRY     -  US
 ML0978  USGS QUAD   -  BREWSTER SE (2017)
 ML0978
 ML0978                         *CURRENT SURVEY CONTROL
 ML0978  ______________________________________________________________________
 ML0978* NAD 83(1986) POSITION- 41 51 05.     (N) 099 45 52.     (W)   SCALED
 ML0978* NAVD 88 ORTHO HEIGHT -   774.176 (meters)     2539.94  (feet) ADJUSTED
 ML0978  ______________________________________________________________________
 ML0978  GEOID HEIGHT    -        -22.510 (meters)                     GEOID18
 ML0978  DYNAMIC HEIGHT  -        773.797 (meters)     2538.70  (feet) COMP
 ML0978  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 ML0978
 ML0978  VERT ORDER      -  SECOND    CLASS 0
 ML0978
 ML0978.The horizontal coordinates were scaled from a map and have
 ML0978.an estimated accuracy of +/- 6 seconds.
 ML0978
 ML0978.The orthometric height was determined by differential leveling and
 ML0978.adjusted by the NATIONAL GEODETIC SURVEY
 ML0978.in June 1991.
 ML0978
 ML0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0978.GEOID18 height accuracy estimate available here.
 ML0978
 ML0978.Click photographs - Photos may exist for this station.
 ML0978
 ML0978.The dynamic height is computed by dividing the NAVD 88
 ML0978.geopotential number by the normal gravity value computed on the
 ML0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0978.degrees latitude (g = 980.6199 gals.).
 ML0978
 ML0978.The modeled gravity was interpolated from observed gravity values.
 ML0978
 ML0978;                    North         East    Units  Estimated Accuracy
 ML0978;SPC NE       -   224,080.      519,560.      MT  (+/- 180 meters Scaled)
 ML0978
 ML0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM365335(NAD 83)
 ML0978
 ML0978                          SUPERSEDED SURVEY CONTROL
 ML0978
 ML0978  NGVD 29 (??/??/92)  773.897  (m)         2539.03   (f) ADJ UNCH    2 0
 ML0978
 ML0978.Superseded values are not recommended for survey control.
 ML0978
 ML0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0978.See file dsdata.pdf to determine how the superseded data were derived.
 ML0978
 ML0978_MARKER: DB = BENCH MARK DISK
 ML0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0978_STAMPING: 6 HK 1949
 ML0978_MARK LOGO: USGS
 ML0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0978+STABILITY: SURFACE MOTION
 ML0978
 ML0978  HISTORY     - Date     Condition        Report By
 ML0978  HISTORY     - 1949     MONUMENTED       USGS
 ML0978  HISTORY     - 1950     GOOD             CGS
 ML0978
 ML0978                          STATION DESCRIPTION
 ML0978
 ML0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0978'17.4 MI N FROM MILBURN.
 ML0978'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0978'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0978'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE 4.2
 ML0978'MILES EAST ALONG A WINDING SAND ROAD, ALONG THE NORTH SIDE OF A
 ML0978'WINDBREAK, 160 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD,
 ML0978'70 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 105 FEET WEST
 ML0978'OF A FENCE CORNER, 0.8 FOOT NORTH OF A FENCE, 1.2 FEET WEST
 ML0978'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4120 ***********************************************************************
 AB4120  CBN         -  This is a Cooperative Base Network Control Station.
 AB4120  DESIGNATION -  6 JLK RESET
 AB4120  PID         -  AB4120
 AB4120  STATE/COUNTY-  NE/HAYES
 AB4120  COUNTRY     -  US
 AB4120  USGS QUAD   -  HAYES CENTER (2017)
 AB4120
 AB4120                         *CURRENT SURVEY CONTROL
 AB4120  ______________________________________________________________________
 AB4120* NAD 83(2011) POSITION- 40 34 54.08599(N) 101 01 35.43688(W)   ADJUSTED
 AB4120* NAD 83(2011) ELLIP HT-   935.003 (meters)        (06/27/12)   ADJUSTED
 AB4120* NAD 83(2011) EPOCH   -  2010.00
 AB4120* NAVD 88 ORTHO HEIGHT -   957.9   (meters)     3143.    (feet) GPS OBS
 AB4120  ______________________________________________________________________
 AB4120  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4120  GEOID HEIGHT    -        -22.705 (meters)                     GEOID93
 AB4120  GEOID HEIGHT    -        -22.871 (meters)                     GEOID18
 AB4120  NAD 83(2011) X  -   -927,941.730 (meters)                     COMP
 AB4120  NAD 83(2011) Y  - -4,762,081.634 (meters)                     COMP
 AB4120  NAD 83(2011) Z  -  4,127,861.830 (meters)                     COMP
 AB4120  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 AB4120
 AB4120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4120  Standards:
 AB4120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4120  -------------------------------------------------------------------
 AB4120  NETWORK    0.43   1.16           0.20   0.14   0.59     -0.00219083
 AB4120  -------------------------------------------------------------------
 AB4120  Click here for local accuracies and other accuracy information.
 AB4120
 AB4120.The horizontal coordinates were established by GPS observations
 AB4120.and adjusted by the National Geodetic Survey in June 2012.
 AB4120
 AB4120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4120.been affixed to the stable North American tectonic plate. See 
 AB4120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4120
 AB4120.The horizontal coordinates are valid at the epoch date displayed above
 AB4120.which is a decimal equivalence of Year/Month/Day.
 AB4120
 AB4120.The orthometric height was determined by GPS observations and a
 AB4120.high-resolution geoid model.
 AB4120
 AB4120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4120.GEOID18 height accuracy estimate available here.
 AB4120
 AB4120.Click photographs - Photos may exist for this station.
 AB4120
 AB4120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4120
 AB4120.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4120
 AB4120.The ellipsoidal height was determined by GPS observations
 AB4120.and is referenced to NAD 83.
 AB4120
 AB4120. The following values were computed from the NAD 83(2011) position.
 AB4120
 AB4120;                    North         East     Units Scale Factor Converg.
 AB4120;SPC NE       -    83,605.691   413,111.165   MT  0.99978755   -0 40 49.0
 AB4120;SPC NE       -   274,296.34  1,355,348.88   sFT  0.99978755   -0 40 49.0
 AB4120;UTM  14      - 4,494,296.016   328,488.868   MT  0.99996209   -1 19 07.1
 AB4120
 AB4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4120!SPC NE       -   0.99985335  x   0.99978755  =   0.99964093
 AB4120!UTM  14      -   0.99985335  x   0.99996209  =   0.99981545
 AB4120
 AB4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2848894296(NAD 83)
 AB4120
 AB4120                          SUPERSEDED SURVEY CONTROL
 AB4120
 AB4120  NAD 83(2007)-  40 34 54.08584(N)    101 01 35.43779(W) AD(2002.00) 0
 AB4120  ELLIP H (02/10/07)  935.029  (m)                       GP(2002.00)    
 AB4120  ELLIP H (09/24/01)  935.009  (m)                       GP(       ) 4 1
 AB4120  NAD 83(1995)-  40 34 54.08544(N)    101 01 35.43727(W) AD(       ) B
 AB4120  ELLIP H (06/25/96)  935.060  (m)                       GP(       ) 1 1
 AB4120
 AB4120.Superseded values are not recommended for survey control.
 AB4120
 AB4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4120.See file dsdata.pdf to determine how the superseded data were derived.
 AB4120
 AB4120_MARKER: DB = BENCH MARK DISK
 AB4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4120_STAMPING: 6 JLK 1973 RESET 1977
 AB4120_MARK LOGO: USGS
 AB4120_PROJECTION: RECESSED 15 CENTIMETERS
 AB4120_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4120+STABILITY: SURFACE MOTION
 AB4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4120+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 AB4120
 AB4120  HISTORY     - Date     Condition        Report By
 AB4120  HISTORY     - 1977     MONUMENTED       USGS
 AB4120  HISTORY     - 19950719 GOOD             NGS
 AB4120  HISTORY     - 20200210 GOOD             NEGS
 AB4120
 AB4120                          STATION DESCRIPTION
 AB4120
 AB4120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4120'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF HAYES CENTER, ON THE
 AB4120'WEST RIGHT-OF-WAY OF STATE HIGHWAY 25 AND NEAR THE SOUTHEAST CORNER,
 AB4120'SEC11, T7N, R33W.  TO REACH THE MARK FROM THE POST OFFICE IN HAYES
 AB4120'CENTER, GO WEST ON A PAVED ROAD FOR 0.25 MI (0.40 KM) TO STATE HIGHWAY
 AB4120'25.  TURN RIGHT AND GO NORTH ON HIGHWAY 25 FOR 4.95 MI (7.97 KM) TO
 AB4120'THE MARK ON THE LEFT, AT A SECTION LINE FENCE.  THE DISK IS SET INTO
 AB4120'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.5 FT
 AB4120'(15.2 CM) BELOW THE GROUND SURFACE.  IT IS 64.0 FT (19.5 M) WEST OF
 AB4120'THE CENTERLINE OF THE HIGHWAY, 31.4 FT (9.6 M) EAST-NORTHEAST OF A
 AB4120'BURIED CABLE MARKER POLE, 4.6 FT (1.4 M) NORTHEAST OF A UTILITY POLE,
 AB4120'2.6 FT (0.8 M) NORTH OF A FIBERGLASS WITNESS POST, 1.8 FT (0.5 M) EAST
 AB4120'OF THE WEST RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M) EAST OF A METAL WITNESS
 AB4120'POST, 1.5 FT (0.5 M) NORTH OF THE SECTION LINE FENCE LEADING WEST, IN
 AB4120'LINE WITH THE SECTION FENCE LEADING EAST AND IS ABOUT 5 FT (1.5 M)
 AB4120'HIGHER THAN THE HIGHWAY. REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE
 AB4120'MARK.
 AB4120
 AB4120                          STATION RECOVERY (2020)
 AB4120
 AB4120'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 AB4120'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF HAYES CENTER, ON THE
 AB4120'WEST RIGHT-OF-WAY OF STATE HIGHWAY 25.
 AB4120'
 AB4120'TO REACH FROM THE POST OFFICE IN HAYES CENTER, GO WEST ON A PAVED ROAD
 AB4120'FOR 0.25 MI (0.40 KM) TO STATE HIGHWAY 25.  TURN RIGHT AND GO NORTH ON
 AB4120'HIGHWAY 25 FOR 4.95 MI (7.96 KM) TO THE MARK ON THE LEFT, AT A SECTION
 AB4120'LINE FENCE.
 AB4120'
 AB4120'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED
 AB4120'ABOUT 0.5 FT (15 CM) BELOW THE GROUND SURFACE, 64 FT (19.5 M) WEST OF
 AB4120'THE CENTERLINE OF THE HIGHWAY, 2.6 FT (0.8 M) NORTH OF A FIBERGLASS
 AB4120'WITNESS POST, 1.8 FT (0.5 M) EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.3
 AB4120'FT (0.4 M) EAST OF A METAL WITNESS POST AND 1.5 FT (0.5 M) NORTH OF
 AB4120'THE SECTION LINE FENCE LEADING WEST.  A REBAR WAS DRIVEN ALONG THE
 AB4120'SOUTH SIDE OF THE POINT NEAR MILE POST 42+80 FOR HIGHWAY 25.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9646 ***********************************************************************
 DG9646  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9646  DESIGNATION -  6 RGW
 DG9646  PID         -  DG9646
 DG9646  STATE/COUNTY-  NE/LANCASTER
 DG9646  COUNTRY     -  US
 DG9646  USGS QUAD   -  FIRTH (2017)
 DG9646
 DG9646                         *CURRENT SURVEY CONTROL
 DG9646  ______________________________________________________________________
 DG9646* NAD 83(2011) POSITION- 40 33 21.27417(N) 096 30 04.44217(W)   ADJUSTED
 DG9646* NAD 83(2011) ELLIP HT-   386.320 (meters)        (06/27/12)   ADJUSTED
 DG9646* NAD 83(2011) EPOCH   -  2010.00
 DG9646* NAVD 88 ORTHO HEIGHT -   413.15  (meters)     1355.5   (feet) GPS OBS
 DG9646  ______________________________________________________________________
 DG9646  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG9646  GEOID HEIGHT    -        -26.821 (meters)                     GEOID99
 DG9646  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 DG9646  NAD 83(2011) X  -   -549,489.709 (meters)                     COMP
 DG9646  NAD 83(2011) Y  - -4,821,886.007 (meters)                     COMP
 DG9646  NAD 83(2011) Z  -  4,125,330.051 (meters)                     COMP
 DG9646  LAPLACE CORR    -         -8.70  (seconds)                    DEFLEC18
 DG9646
 DG9646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9646  Standards:
 DG9646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9646  -------------------------------------------------------------------
 DG9646  NETWORK    0.50   0.69           0.22   0.19   0.35      0.00752849
 DG9646  -------------------------------------------------------------------
 DG9646  Click here for local accuracies and other accuracy information.
 DG9646
 DG9646.The horizontal coordinates were established by GPS observations
 DG9646.and adjusted by the National Geodetic Survey in June 2012.
 DG9646
 DG9646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9646.been affixed to the stable North American tectonic plate. See 
 DG9646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9646
 DG9646.The horizontal coordinates are valid at the epoch date displayed above
 DG9646.which is a decimal equivalence of Year/Month/Day.
 DG9646
 DG9646.The orthometric height was determined by GPS observations and a
 DG9646.high-resolution geoid model using precise GPS observation and
 DG9646.processing techniques.
 DG9646
 DG9646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9646.GEOID18 height accuracy estimate available here.
 DG9646
 DG9646.Click photographs - Photos may exist for this station.
 DG9646
 DG9646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9646
 DG9646.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9646
 DG9646.The ellipsoidal height was determined by GPS observations
 DG9646.and is referenced to NAD 83.
 DG9646
 DG9646. The following values were computed from the NAD 83(2011) position.
 DG9646
 DG9646;                    North         East     Units Scale Factor Converg.
 DG9646;SPC NE       -    86,221.556   796,194.556   MT  0.99979482   +2 19 07.0
 DG9646;SPC NE       -   282,878.55  2,612,181.64   sFT  0.99979482   +2 19 07.0
 DG9646;UTM  14      - 4,492,461.290   711,564.705   MT  1.00015098   +1 37 31.0
 DG9646
 DG9646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9646!SPC NE       -   0.99993940  x   0.99979482  =   0.99973423
 DG9646!UTM  14      -   0.99993940  x   1.00015098  =   1.00009037
 DG9646
 DG9646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1156492461(NAD 83)
 DG9646
 DG9646                          SUPERSEDED SURVEY CONTROL
 DG9646
 DG9646  NAD 83(2007)-  40 33 21.27417(N)    096 30 04.44265(W) AD(2002.00) 0
 DG9646  ELLIP H (02/10/07)  386.339  (m)                       GP(2002.00)    
 DG9646  NAD 83(1995)-  40 33 21.27404(N)    096 30 04.44206(W) AD(       ) B
 DG9646  ELLIP H (03/30/05)  386.309  (m)                       GP(       ) 3 1
 DG9646
 DG9646.Superseded values are not recommended for survey control.
 DG9646
 DG9646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9646.See file dsdata.pdf to determine how the superseded data were derived.
 DG9646
 DG9646_MARKER: DD = SURVEY DISK
 DG9646_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9646_STAMPING: 6 RGW 1964
 DG9646_MARK LOGO: USGS
 DG9646_PROJECTION: PROJECTING 30 CENTIMETERS
 DG9646_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9646+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 DG9646
 DG9646  HISTORY     - Date     Condition        Report By
 DG9646  HISTORY     - 1964     MONUMENTED       USGS
 DG9646  HISTORY     - 20010828 GOOD             NEDR
 DG9646  HISTORY     - 20100428 GOOD             INDIV
 DG9646  HISTORY     - 20200601 GOOD             NEGS
 DG9646
 DG9646                          STATION DESCRIPTION
 DG9646
 DG9646'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (RS)
 DG9646'THE STATION IS LOCATED 0.5 MILES EAST AND 3 MILES SOUTH OF PANAMA, NE.
 DG9646'TO REACH THE STATION FROM THE JCT. HWY. 2 AND HWY. 43 (NORTH OF
 DG9646'BENNET) GO SOUTH ON  HWY. 43 APPROX. 10.8 MILES TO THE POINT.
 DG9646'
 DG9646'THE MARK IS IN THE SW QUARTER OF SECTION 23, T-7-N, R-8-E.
 DG9646'
 DG9646'THE STATION IS NORTH OF CENTERLINE OF PELLA ROAD, 6.2 FEET SOUTH OF IN
 DG9646'LINE WITH FENCE  LINE EAST, 2.20 FEET SW OF TOP OF WITNESS POST USGS,
 DG9646'36.84 FEET NW OF NAIL IN BLAZED 8 INCH  COTTONWOOD TREE.
 DG9646
 DG9646                          STATION RECOVERY (2010)
 DG9646
 DG9646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 DG9646'RECOVERED IN GOOD CONDITION.
 DG9646
 DG9646                          STATION RECOVERY (2020)
 DG9646
 DG9646'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 DG9646'TO REACH FROM THE INTERSECTION OF SPUR 55D AND NE.HWY 43 (S 162 ST)
 DG9646'EAST OF PANAMA, NE., PROCEED SOUTH ALONG HIGHWAY 43 APPROXIMATELY 2.74
 DG9646'MI (4.41 KM) TO THE POINT ON THE (LEFT) EAST SIDE OF HIGHWAY 43 AT
 DG9646'MILE POST 06.25.    THE MARK IS 2.2 FT (0.7 M) SOUTHWEST OF TOP OF
 DG9646'METAL WITNESS POST, 6.2 FT (1.9 M) SOUTH OF EXTENDED FENCE LINE AND
 DG9646'75.5 FT (23.0 M) EAST OF THE CENTERLINE OF NE HIGHWAY 43.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0460 ***********************************************************************
 LJ0460  DESIGNATION -  6 S RM
 LJ0460  PID         -  LJ0460
 LJ0460  STATE/COUNTY-  NE/RED WILLOW
 LJ0460  COUNTRY     -  US
 LJ0460  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0460
 LJ0460                         *CURRENT SURVEY CONTROL
 LJ0460  ______________________________________________________________________
 LJ0460* NAD 83(1995) POSITION- 40 14 07.37620(N) 100 43 20.56111(W)   ADJUSTED
 LJ0460* NAVD 88 ORTHO HEIGHT -   769.    (meters)     2523.    (feet) SCALED
 LJ0460  ______________________________________________________________________
 LJ0460  GEOID HEIGHT    -        -23.824 (meters)                     GEOID18
 LJ0460  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LJ0460  HORZ ORDER      -  SECOND
 LJ0460
 LJ0460.The horizontal coordinates were established by classical geodetic methods
 LJ0460.and adjusted by the National Geodetic Survey in August 1997.
 LJ0460
 LJ0460.The orthometric height was scaled from a topographic map.
 LJ0460
 LJ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0460.GEOID18 height accuracy estimate available here.
 LJ0460
 LJ0460.Click photographs - Photos may exist for this station.
 LJ0460
 LJ0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0460
 LJ0460. The following values were computed from the NAD 83(1995) position.
 LJ0460
 LJ0460;                    North         East     Units Scale Factor Converg.
 LJ0460;SPC NE       -    44,897.815   438,532.426   MT  0.99990188   -0 28 43.4
 LJ0460;SPC NE       -   147,302.25  1,438,751.80   sFT  0.99990188   -0 28 43.4
 LJ0460;UTM  14      - 4,455,305.626   353,480.682   MT  0.99986427   -1 06 45.8
 LJ0460
 LJ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0460!SPC NE       -   0.99988306  x   0.99990188  =   0.99978496
 LJ0460!UTM  14      -   0.99988306  x   0.99986427  =   0.99974735
 LJ0460
 LJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5348055305(NAD 83)
 LJ0460
 LJ0460                          SUPERSEDED SURVEY CONTROL
 LJ0460
 LJ0460  NAD 83(1986)-  40 14 07.38032(N)    100 43 20.56690(W) AD(       ) 2
 LJ0460  NAD 27      -  40 14 07.37688(N)    100 43 19.00548(W) AD(       ) 2
 LJ0460
 LJ0460.Superseded values are not recommended for survey control.
 LJ0460
 LJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0460.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0460
 LJ0460_MARKER: DD = SURVEY DISK
 LJ0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0460_STAMPING: S 16 RM 59.5
 LJ0460_MARK LOGO: BLM
 LJ0460_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0460
 LJ0460  HISTORY     - Date     Condition        Report By
 LJ0460  HISTORY     - UNK      MONUMENTED       BLM
 LJ0460
 LJ0460                          STATION DESCRIPTION
 LJ0460
 LJ0460'DESCRIBED BY BUREAU OF LAND MANAGEMENT UNK
 LJ0460'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0460'3.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0460'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED S 16 R.M. 49.5 FT.
 LJ0460'AND PROJECTS 6 INCHES.
 LJ0460'
 LJ0460'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF A POWER LINE POLE, 31
 LJ0460'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND
 LJ0460'1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LJ0460'
 LJ0460'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0460'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND 83.
 LJ0460'TURN RIGHT AND GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO THE
 LJ0460'POINT WHERE U.S. HIGHWAY 83 TURNS NORTH, CONTINUE WESTERLY
 LJ0460'ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A CROSSROAD JUST
 LJ0460'EAST OF THE PERRY ELEVATORS.  TURN RIGHT AND GO NORTH ON A
 LJ0460'GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 LJ0460'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0404 ***********************************************************************
 LG0404  DESIGNATION -  6.04
 LG0404  PID         -  LG0404
 LG0404  STATE/COUNTY-  NE/LANCASTER
 LG0404  COUNTRY     -  US
 LG0404  USGS QUAD   -  EMERALD (2017)
 LG0404
 LG0404                         *CURRENT SURVEY CONTROL
 LG0404  ______________________________________________________________________
 LG0404* NAD 83(1986) POSITION- 40 48 49.     (N) 096 48 32.     (W)   SCALED
 LG0404* NAVD 88 ORTHO HEIGHT -   363.595 (meters)     1192.89  (feet) ADJUSTED
 LG0404  ______________________________________________________________________
 LG0404  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 LG0404  DYNAMIC HEIGHT  -        363.425 (meters)     1192.34  (feet) COMP
 LG0404  MODELED GRAVITY -    980,146.7   (mgal)                       NAVD 88
 LG0404
 LG0404  VERT ORDER      -  SECOND    CLASS 0
 LG0404
 LG0404.The horizontal coordinates were scaled from a map and have
 LG0404.an estimated accuracy of +/- 6 seconds.
 LG0404
 LG0404.The orthometric height was determined by differential leveling and
 LG0404.adjusted by the NATIONAL GEODETIC SURVEY
 LG0404.in June 1991.
 LG0404
 LG0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0404.GEOID18 height accuracy estimate available here.
 LG0404
 LG0404.Click photographs - Photos may exist for this station.
 LG0404
 LG0404.The dynamic height is computed by dividing the NAVD 88
 LG0404.geopotential number by the normal gravity value computed on the
 LG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0404.degrees latitude (g = 980.6199 gals.).
 LG0404
 LG0404.The modeled gravity was interpolated from observed gravity values.
 LG0404
 LG0404;                    North         East    Units  Estimated Accuracy
 LG0404;SPC NE       -   113,810.      769,110.      MT  (+/- 180 meters Scaled)
 LG0404
 LG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL848203(NAD 83)
 LG0404
 LG0404                          SUPERSEDED SURVEY CONTROL
 LG0404
 LG0404  NGVD 29 (??/??/92)  363.462  (m)         1192.46   (f) ADJ UNCH    2 0
 LG0404
 LG0404.Superseded values are not recommended for survey control.
 LG0404
 LG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0404.See file dsdata.pdf to determine how the superseded data were derived.
 LG0404
 LG0404_MARKER: DD = SURVEY DISK
 LG0404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0404_SP_SET: BRIDGE ABUTMENT
 LG0404_STAMPING: CB+Q
 LG0404_MARK LOGO: CBQRR
 LG0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0404+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 LG0404
 LG0404  HISTORY     - Date     Condition        Report By
 LG0404  HISTORY     - UNK      MONUMENTED       CBQRR
 LG0404  HISTORY     - 1959     GOOD             CGS
 LG0404  HISTORY     - 1990     GOOD             USPSQD
 LG0404  HISTORY     - 19990517 POOR             NGS
 LG0404
 LG0404                          STATION DESCRIPTION
 LG0404
 LG0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0404'2 MI SE FROM EMERALD.
 LG0404'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0404'RAILROAD FROM THE STATION AT EMERALD, LANCASTER COUNTY, AT BRIDGE
 LG0404'6.04 OVER U.S. HIGHWAY 6, IN THE TOP OF THE SOUTHWEST CRONER OF THE
 LG0404'WEST ABUTMENT, 10.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 LG0404'4 FEET LOWER THAN THE TRACK.  A CHICAGO, BURLINGTON AND QUINCY
 LG0404'RAILROAD STATION DISK, STAMPED CB AND Q BM.
 LG0404
 LG0404                          STATION RECOVERY (1990)
 LG0404
 LG0404'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0404'RECOVERED IN GOOD CONDITION.
 LG0404
 LG0404                          STATION RECOVERY (1999)
 LG0404
 LG0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 LG0404'THE OLD RAILROAD BRIDGE IS DETERIORATING BADLY AND WILL UNDER GO
 LG0404'REPAIRS.  THE BENCH MARK MAY NOT SURVIVE CONSTRUCTION, THEREFORE, A
 LG0404'NEW, RESET, BENCH MARK HAS BEEN ESTABLISHED ABOUT 0.4 KM (0.25 MI)
 LG0404'SOUTHWARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1132 ***********************************************************************
 AI1132  DESIGNATION -  6.04 RESET
 AI1132  PID         -  AI1132
 AI1132  STATE/COUNTY-  NE/LANCASTER
 AI1132  COUNTRY     -  US
 AI1132  USGS QUAD   -  EMERALD (2017)
 AI1132
 AI1132                         *CURRENT SURVEY CONTROL
 AI1132  ______________________________________________________________________
 AI1132* NAD 83(1986) POSITION- 40 48 39.6    (N) 096 48 22.0    (W)   HD_HELD2
 AI1132* NAVD 88 ORTHO HEIGHT -   360.89  (meters)     1184.0   (feet) RESET
 AI1132  ______________________________________________________________________
 AI1132  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 AI1132  VERT ORDER      -  THIRD
 AI1132
 AI1132.The horizontal coordinates were established by autonomous hand held GPS
 AI1132.observations and have an estimated accuracy of +/- 10 meters.
 AI1132
 AI1132.The orthometric height was computed from unverified reset data.
 AI1132
 AI1132.No vertical observational check was made to the station.
 AI1132
 AI1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1132.GEOID18 height accuracy estimate available here.
 AI1132
 AI1132.Click photographs - Photos may exist for this station.
 AI1132
 AI1132;                    North         East    Units  Estimated Accuracy
 AI1132;SPC NE       -   113,524.      769,351.      MT  (+/- 10 meters HH2 GPS)
 AI1132
 AI1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8504220092(NAD 83)
 AI1132
 AI1132                          SUPERSEDED SURVEY CONTROL
 AI1132
 AI1132.No superseded survey control is available for this station.
 AI1132
 AI1132_MARKER: DV = VERTICAL CONTROL DISK
 AI1132_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1132_SP_SET: BRIDGE ABUTMENT
 AI1132_STAMPING: 6.04 RESET 1999
 AI1132_MARK LOGO: NGS
 AI1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1132+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2006
 AI1132
 AI1132  HISTORY     - Date     Condition        Report By
 AI1132  HISTORY     - 1999     MONUMENTED       NGS
 AI1132  HISTORY     - 20060205 GOOD             GEOCAC
 AI1132
 AI1132                          STATION DESCRIPTION
 AI1132
 AI1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 AI1132'THE BENCHMARK IS ABOUT 1.5 MI (2.4 KM) EAST OF EMERALD, 0.25 MI (0.40
 AI1132'KM) SOUTH OF U.S.HIGHWAY 6, IN A COUNTY ROAD BRIDGE OVER MIDDLE CREEK
 AI1132'AND IN THE NW1/4 SEC25, T10N, R5E.  TO REACH THE MARK FROM THE
 AI1132'INTERSECTION OF U.S.  HIGHWAY 6 AND SOUTHWEST 84TH STREET, IN EMERALD,
 AI1132'GO EAST ON HIGHWAY 6 FOR 1.40 MI (2.25 KM) TO AN OVERPASS BRIDGE FOR
 AI1132'THE BURLINGTON NORTHERN SANTA FE RAILROAD AND SOUTHWEST 63RD STREET ON
 AI1132'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND SOUTH ON SOUTHWEST 63RD
 AI1132'STREET FOR 0.25 MI (0.40 KM) TO A CONCRETE BRIDGE OVER MIDDLE CREEK
 AI1132'AND THE BENCH MARK ON THE RIGHT, SET INTO A DRILLED HOLE IN THE TOP OF
 AI1132'THE WEST END OF THE NORTH ABUTMENT.  IT IS 17.0 FT (5.2 M) WEST OF THE
 AI1132'CENTERLINE OF THE BRIDGE, 0.8 FT (24.4 CM) SOUTHWEST OF A WITNESS POST
 AI1132'AND LEVEL WITH THE BRIDGE DECK.  THERE IS A REFERENCE BENCH MARK, A
 AI1132'NEBRASKA DEPARTMENT OF ROADS, 2-IN DIAMETER BRASS CAP, STAMPED- NDOR
 AI1132'6.04 RM - SET INTO THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 AI1132'THIS BRIDGE.
 AI1132
 AI1132                          STATION RECOVERY (2006)
 AI1132
 AI1132'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 AI1132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1471 ***********************************************************************
 MK1471  DESIGNATION -  61
 MK1471  PID         -  MK1471
 MK1471  STATE/COUNTY-  NE/POLK
 MK1471  COUNTRY     -  US
 MK1471  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1471
 MK1471                         *CURRENT SURVEY CONTROL
 MK1471  ______________________________________________________________________
 MK1471* NAD 83(1986) POSITION- 41 16 22.92   (N) 097 32 27.72   (W)   HD_HELD1
 MK1471* NAVD 88 ORTHO HEIGHT -   475.818 (meters)     1561.08  (feet) ADJUSTED
 MK1471  ______________________________________________________________________
 MK1471  GEOID HEIGHT    -        -25.488 (meters)                     GEOID18
 MK1471  DYNAMIC HEIGHT  -        475.595 (meters)     1560.35  (feet) COMP
 MK1471  MODELED GRAVITY -    980,139.1   (mgal)                       NAVD 88
 MK1471
 MK1471  VERT ORDER      -  SECOND    CLASS 0
 MK1471
 MK1471.The horizontal coordinates were determined by differentially corrected
 MK1471.hand held GPS observations or other comparable positioning techniques
 MK1471.and have an estimated accuracy of +/- 3 meters.
 MK1471
 MK1471.The orthometric height was determined by differential leveling and
 MK1471.adjusted by the NATIONAL GEODETIC SURVEY
 MK1471.in June 1991.
 MK1471
 MK1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1471.GEOID18 height accuracy estimate available here.
 MK1471
 MK1471.Click photographs - Photos may exist for this station.
 MK1471
 MK1471.The dynamic height is computed by dividing the NAVD 88
 MK1471.geopotential number by the normal gravity value computed on the
 MK1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1471.degrees latitude (g = 980.6199 gals.).
 MK1471
 MK1471.The modeled gravity was interpolated from observed gravity values.
 MK1471
 MK1471;                    North         East    Units  Estimated Accuracy
 MK1471;SPC NE       -   162,772.0     705,933.1     MT  (+/- 3 meters HH1 GPS) 
 MK1471
 MK1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2219570093(NAD 83)
 MK1471
 MK1471                          SUPERSEDED SURVEY CONTROL
 MK1471
 MK1471  NGVD 29 (??/??/92)  475.622  (m)         1560.44   (f) ADJ UNCH    2 0
 MK1471
 MK1471.Superseded values are not recommended for survey control.
 MK1471
 MK1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1471.See file dsdata.pdf to determine how the superseded data were derived.
 MK1471
 MK1471_MARKER: DD = SURVEY DISK
 MK1471_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1471_STAMPING: 61
 MK1471_MARK LOGO: CGS+SS
 MK1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1471
 MK1471  HISTORY     - Date     Condition        Report By
 MK1471  HISTORY     - 1934     MONUMENTED       NEGS
 MK1471  HISTORY     - 1950     GOOD             CGS
 MK1471
 MK1471                          STATION DESCRIPTION
 MK1471
 MK1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1471'7 MI N FROM OSCEOLA.
 MK1471'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1471'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD,
 MK1471'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 4.45
 MK1471'MILES NORTH ALONG A GRAVELED ROAD, 0.1 MILE NORTH OF A FARMHOUSE
 MK1471'WHICH IS ON THE WEST SIDE OF THE ROAD, 33 FEET EAST OF THE CENTER
 MK1471'LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 MK1471'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1471'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0509 ***********************************************************************
 LF0509  DESIGNATION -  6117+10
 LF0509  PID         -  LF0509
 LF0509  STATE/COUNTY-  NE/RICHARDSON
 LF0509  COUNTRY     -  US
 LF0509  USGS QUAD   -  DAWSON (2017)
 LF0509
 LF0509                         *CURRENT SURVEY CONTROL
 LF0509  ______________________________________________________________________
 LF0509* NAD 83(1986) POSITION- 40 12 51.     (N) 095 45 43.     (W)   SCALED
 LF0509* NAVD 88 ORTHO HEIGHT -   295.706 (meters)      970.16  (feet) ADJUSTED
 LF0509  ______________________________________________________________________
 LF0509  GEOID HEIGHT    -        -29.932 (meters)                     GEOID18
 LF0509  DYNAMIC HEIGHT  -        295.544 (meters)      969.63  (feet) COMP
 LF0509  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 LF0509
 LF0509  VERT ORDER      -  SECOND    CLASS 0
 LF0509
 LF0509.The horizontal coordinates were scaled from a map and have
 LF0509.an estimated accuracy of +/- 6 seconds.
 LF0509
 LF0509.The orthometric height was determined by differential leveling and
 LF0509.adjusted by the NATIONAL GEODETIC SURVEY
 LF0509.in June 1991.
 LF0509
 LF0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0509.GEOID18 height accuracy estimate available here.
 LF0509
 LF0509.Click photographs - Photos may exist for this station.
 LF0509
 LF0509.The dynamic height is computed by dividing the NAVD 88
 LF0509.geopotential number by the normal gravity value computed on the
 LF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0509.degrees latitude (g = 980.6199 gals.).
 LF0509
 LF0509.The modeled gravity was interpolated from observed gravity values.
 LF0509
 LF0509;                    North         East    Units  Estimated Accuracy
 LF0509;SPC NE       -    51,130.      860,590.      MT  (+/- 180 meters Scaled)
 LF0509
 LF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE649551(NAD 83)
 LF0509
 LF0509                          SUPERSEDED SURVEY CONTROL
 LF0509
 LF0509  NGVD 29 (??/??/92)  295.631  (m)          969.92   (f) ADJ UNCH    2 0
 LF0509
 LF0509.Superseded values are not recommended for survey control.
 LF0509
 LF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0509.See file dsdata.pdf to determine how the superseded data were derived.
 LF0509
 LF0509_MARKER: B = BOLT
 LF0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0509_SP_SET: MILEPOST
 LF0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0509
 LF0509  HISTORY     - Date     Condition        Report By
 LF0509  HISTORY     - UNK      MONUMENTED       MPRR
 LF0509  HISTORY     - 1947     GOOD             CGS
 LF0509
 LF0509                          STATION DESCRIPTION
 LF0509
 LF0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0509'1.3 MI SE FROM STELLA.
 LF0509'1.3 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0509'STATION AT STELLA, ABOUT MIDWAY OF A FILL AND 153.0 FEET NORTHWEST
 LF0509'OF THE CENTER OF A LARGE CONCRETE CULVERT UNDER THE TRACK AT THE
 LF0509'CROSSING OF HOOSIER CREEK, 41.5 FEET WEST OF A TELEPHONE POLE
 LF0509'PAINTED 400, 7.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LF0509'A COPPER BOLT SET IN THE TOP OF MISSOURI PACIFIC RAILROAD MILE
 LF0509'POST NO. 400 WHICH IS AN 8 X 8-INCH CONCRETE POST ABOUT THE
 LF0509'SAME ELEVATION AS THE TRACK AND PROJECTING 1.2 FOOT, IT ALSO HAS A
 LF0509'COPPER PLATE ON THE SOUTHWEST SIDE WHICH IS STAMPED MP 400 6117+10.
 LF0509'NOTE-- A CHECK WITH THE SECTION FOREMAN REVEALED THAT THE
 LF0509'RAILROAD MILEPOSTS WERE MOVED ABOUT 30 FEET A FEW YEARS AGO AND
 LF0509'THIS IS PROBABLY THE REASON FOR NO CHECK.  DATE OF MOVING COULD
 LF0509'NOT BE DETERMINED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1470 ***********************************************************************
 MK1470  DESIGNATION -  62
 MK1470  PID         -  MK1470
 MK1470  STATE/COUNTY-  NE/POLK
 MK1470  COUNTRY     -  US
 MK1470  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1470
 MK1470                         *CURRENT SURVEY CONTROL
 MK1470  ______________________________________________________________________
 MK1470* NAD 83(1986) POSITION- 41 16 02.23   (N) 097 32 55.35   (W)   HD_HELD1
 MK1470* NAVD 88 ORTHO HEIGHT -   474.692 (meters)     1557.39  (feet) ADJUSTED
 MK1470  ______________________________________________________________________
 MK1470  GEOID HEIGHT    -        -25.498 (meters)                     GEOID18
 MK1470  DYNAMIC HEIGHT  -        474.468 (meters)     1556.65  (feet) COMP
 MK1470  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 MK1470
 MK1470  VERT ORDER      -  SECOND    CLASS 0
 MK1470
 MK1470.The horizontal coordinates were determined by differentially corrected
 MK1470.hand held GPS observations or other comparable positioning techniques
 MK1470.and have an estimated accuracy of +/- 3 meters.
 MK1470
 MK1470.The orthometric height was determined by differential leveling and
 MK1470.adjusted by the NATIONAL GEODETIC SURVEY
 MK1470.in June 1991.
 MK1470
 MK1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1470.GEOID18 height accuracy estimate available here.
 MK1470
 MK1470.Click photographs - Photos may exist for this station.
 MK1470
 MK1470.The dynamic height is computed by dividing the NAVD 88
 MK1470.geopotential number by the normal gravity value computed on the
 MK1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1470.degrees latitude (g = 980.6199 gals.).
 MK1470
 MK1470.The modeled gravity was interpolated from observed gravity values.
 MK1470
 MK1470;                    North         East    Units  Estimated Accuracy
 MK1470;SPC NE       -   162,116.0     705,308.6     MT  (+/- 3 meters HH1 GPS) 
 MK1470
 MK1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2156369444(NAD 83)
 MK1470
 MK1470                          SUPERSEDED SURVEY CONTROL
 MK1470
 MK1470  NGVD 29 (??/??/92)  474.494  (m)         1556.74   (f) ADJ UNCH    2 0
 MK1470
 MK1470.Superseded values are not recommended for survey control.
 MK1470
 MK1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1470.See file dsdata.pdf to determine how the superseded data were derived.
 MK1470
 MK1470_MARKER: DD = SURVEY DISK
 MK1470_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1470_STAMPING: 62
 MK1470_MARK LOGO: CGS+SS
 MK1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1470
 MK1470  HISTORY     - Date     Condition        Report By
 MK1470  HISTORY     - 1934     MONUMENTED       NEGS
 MK1470  HISTORY     - 1950     GOOD             CGS
 MK1470
 MK1470                          STATION DESCRIPTION
 MK1470
 MK1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1470'9.4 MI SE FROM SILVER CREEK.
 MK1470'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1470'AT SILVER CREEK, THENCE 5.6 MILES EAST ALONG A GRAVELED ROAD,
 MK1470'THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD, 0.1 MILE SOUTH OF
 MK1470'A FARMHOUSE, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, AT
 MK1470'THE NORTH END OF A ROW OF COTTONWOOD TREES WHICH AREA ON THE
 MK1470'WEST SIDE OF THE ROAD, 8.2 FEET NORTHEAST OF THE CENTER OF A
 MK1470'GATE, 60 FEET NORTH OF A FENCE CORNER, 6.5 FEET NORTH OF A
 MK1470'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1470'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0677 ***********************************************************************
 ML0677  DESIGNATION -  626
 ML0677  PID         -  ML0677
 ML0677  STATE/COUNTY-  NE/VALLEY
 ML0677  COUNTRY     -  US
 ML0677  USGS QUAD   -  ARCADIA WEST (2017)
 ML0677
 ML0677                         *CURRENT SURVEY CONTROL
 ML0677  ______________________________________________________________________
 ML0677* NAD 83(1986) POSITION- 41 28 45.     (N) 099 11 31.     (W)   SCALED
 ML0677* NAVD 88 ORTHO HEIGHT -   672.342 (meters)     2205.84  (feet) ADJUSTED
 ML0677  ______________________________________________________________________
 ML0677  GEOID HEIGHT    -        -23.485 (meters)                     GEOID18
 ML0677  DYNAMIC HEIGHT  -        672.003 (meters)     2204.73  (feet) COMP
 ML0677  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 ML0677
 ML0677  VERT ORDER      -  FIRST     CLASS II
 ML0677
 ML0677.The horizontal coordinates were scaled from a map and have
 ML0677.an estimated accuracy of +/- 6 seconds.
 ML0677
 ML0677.The orthometric height was determined by differential leveling and
 ML0677.adjusted by the NATIONAL GEODETIC SURVEY
 ML0677.in June 1991.
 ML0677
 ML0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0677.GEOID18 height accuracy estimate available here.
 ML0677
 ML0677.Click photographs - Photos may exist for this station.
 ML0677
 ML0677.The dynamic height is computed by dividing the NAVD 88
 ML0677.geopotential number by the normal gravity value computed on the
 ML0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0677.degrees latitude (g = 980.6199 gals.).
 ML0677
 ML0677.The modeled gravity was interpolated from observed gravity values.
 ML0677
 ML0677;                    North         East    Units  Estimated Accuracy
 ML0677;SPC NE       -   183,040.      567,470.      MT  (+/- 180 meters Scaled)
 ML0677
 ML0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML839919(NAD 83)
 ML0677
 ML0677                          SUPERSEDED SURVEY CONTROL
 ML0677
 ML0677  NGVD 29 (??/??/92)  672.092  (m)         2205.02   (f) ADJ UNCH    1 2
 ML0677
 ML0677.Superseded values are not recommended for survey control.
 ML0677
 ML0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0677.See file dsdata.pdf to determine how the superseded data were derived.
 ML0677
 ML0677_MARKER: DD = SURVEY DISK
 ML0677_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0677_STAMPING: 626
 ML0677_MARK LOGO: CGS+SS
 ML0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0677
 ML0677  HISTORY     - Date     Condition        Report By
 ML0677  HISTORY     - 1934     MONUMENTED       NEGS
 ML0677  HISTORY     - 1950     GOOD             CGS
 ML0677
 ML0677                          STATION DESCRIPTION
 ML0677
 ML0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0677'4.6 MI NW FROM ARCADIA.
 ML0677'4.65 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0677'RAILROAD FROM THE STATION AT ARCADIA, 43 FEET SOUTHWEST OF THE
 ML0677'SOUTHWEST RAIL, 9 FEET SOUTHEAST OF THE 11TH POLE NORTHWEST OF
 ML0677'MILEPOST 58, 7 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 ML0677'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0589 ***********************************************************************
 ML0589  DESIGNATION -  632
 ML0589  PID         -  ML0589
 ML0589  STATE/COUNTY-  NE/CUSTER
 ML0589  COUNTRY     -  US
 ML0589  USGS QUAD   -  COMSTOCK (2017)
 ML0589
 ML0589                         *CURRENT SURVEY CONTROL
 ML0589  ______________________________________________________________________
 ML0589* NAD 83(1986) POSITION- 41 33 23.     (N) 099 14 48.     (W)   SCALED
 ML0589* NAVD 88 ORTHO HEIGHT -   684.158 (meters)     2244.61  (feet) ADJUSTED
 ML0589  ______________________________________________________________________
 ML0589  GEOID HEIGHT    -        -23.367 (meters)                     GEOID18
 ML0589  DYNAMIC HEIGHT  -        683.817 (meters)     2243.49  (feet) COMP
 ML0589  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 ML0589
 ML0589  VERT ORDER      -  FIRST     CLASS II
 ML0589
 ML0589.The horizontal coordinates were scaled from a map and have
 ML0589.an estimated accuracy of +/- 6 seconds.
 ML0589
 ML0589.The orthometric height was determined by differential leveling and
 ML0589.adjusted by the NATIONAL GEODETIC SURVEY
 ML0589.in June 1991.
 ML0589
 ML0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0589.GEOID18 height accuracy estimate available here.
 ML0589
 ML0589.Click photographs - Photos may exist for this station.
 ML0589
 ML0589.The dynamic height is computed by dividing the NAVD 88
 ML0589.geopotential number by the normal gravity value computed on the
 ML0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0589.degrees latitude (g = 980.6199 gals.).
 ML0589
 ML0589.The modeled gravity was interpolated from observed gravity values.
 ML0589
 ML0589;                    North         East    Units  Estimated Accuracy
 ML0589;SPC NE       -   191,580.      562,820.      MT  (+/- 180 meters Scaled)
 ML0589
 ML0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM794005(NAD 83)
 ML0589
 ML0589                          SUPERSEDED SURVEY CONTROL
 ML0589
 ML0589  NGVD 29 (??/??/92)  683.910  (m)         2243.79   (f) ADJ UNCH    1 2
 ML0589
 ML0589.Superseded values are not recommended for survey control.
 ML0589
 ML0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0589.See file dsdata.pdf to determine how the superseded data were derived.
 ML0589
 ML0589_MARKER: DD = SURVEY DISK
 ML0589_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0589_STAMPING: 632
 ML0589_MARK LOGO: CGS+SS
 ML0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0589
 ML0589  HISTORY     - Date     Condition        Report By
 ML0589  HISTORY     - 1934     MONUMENTED       NEGS
 ML0589  HISTORY     - 1950     GOOD             CGS
 ML0589
 ML0589                          STATION DESCRIPTION
 ML0589
 ML0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0589'AT COMSTOCK.
 ML0589'AT COMSTOCK, 149 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 ML0589'106, 67 FEET WEST OF THE NORTHWEST CORNER OF THE CHICAGO,
 ML0589'BURLINGTON AND QUINCY RAILROAD STATION, 44 FEET WEST OF THE WEST
 ML0589'RAIL OF THE RAILROAD, 7.6 FEET SOUTHEAST OF A TELEGRAPH POLE,
 ML0589'1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0589'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0586 ***********************************************************************
 ML0586  DESIGNATION -  634
 ML0586  PID         -  ML0586
 ML0586  STATE/COUNTY-  NE/CUSTER
 ML0586  COUNTRY     -  US
 ML0586  USGS QUAD   -  SARGENT SE (2017)
 ML0586
 ML0586                         *CURRENT SURVEY CONTROL
 ML0586  ______________________________________________________________________
 ML0586* NAD 83(1986) POSITION- 41 34 55.     (N) 099 15 46.     (W)   SCALED
 ML0586* NAVD 88 ORTHO HEIGHT -   687.829 (meters)     2256.65  (feet) ADJUSTED
 ML0586  ______________________________________________________________________
 ML0586  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 ML0586  DYNAMIC HEIGHT  -        687.489 (meters)     2255.54  (feet) COMP
 ML0586  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 ML0586
 ML0586  VERT ORDER      -  FIRST     CLASS II
 ML0586
 ML0586.The horizontal coordinates were scaled from a map and have
 ML0586.an estimated accuracy of +/- 6 seconds.
 ML0586
 ML0586.The orthometric height was determined by differential leveling and
 ML0586.adjusted by the NATIONAL GEODETIC SURVEY
 ML0586.in June 1991.
 ML0586
 ML0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0586.GEOID18 height accuracy estimate available here.
 ML0586
 ML0586.Click photographs - Photos may exist for this station.
 ML0586
 ML0586.The dynamic height is computed by dividing the NAVD 88
 ML0586.geopotential number by the normal gravity value computed on the
 ML0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0586.degrees latitude (g = 980.6199 gals.).
 ML0586
 ML0586.The modeled gravity was interpolated from observed gravity values.
 ML0586
 ML0586;                    North         East    Units  Estimated Accuracy
 ML0586;SPC NE       -   194,400.      561,460.      MT  (+/- 180 meters Scaled)
 ML0586
 ML0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM780033(NAD 83)
 ML0586
 ML0586                          SUPERSEDED SURVEY CONTROL
 ML0586
 ML0586  NGVD 29 (??/??/92)  687.582  (m)         2255.84   (f) ADJ UNCH    1 2
 ML0586
 ML0586.Superseded values are not recommended for survey control.
 ML0586
 ML0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0586.See file dsdata.pdf to determine how the superseded data were derived.
 ML0586
 ML0586_MARKER: DD = SURVEY DISK
 ML0586_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0586_STAMPING: 634
 ML0586_MARK LOGO: CGS+SS
 ML0586_PROJECTION: RECESSED 6 CENTIMETERS
 ML0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0586
 ML0586  HISTORY     - Date     Condition        Report By
 ML0586  HISTORY     - 1934     MONUMENTED       NEGS
 ML0586  HISTORY     - 1950     GOOD             CGS
 ML0586
 ML0586                          STATION DESCRIPTION
 ML0586
 ML0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0586'2 MI NW FROM COMSTOCK.
 ML0586'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0586'RAILROAD FROM THE STATION AT COMSTOCK, 0.4 MILE NORTHWEST OF
 ML0586'MILEPOST 66, 277 FEET SOUTHEAST OF THE CORNER OF A GATE AND OF
 ML0586'A PRIVATE ROAD CROSSING, 46 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0586'2.3 FEET SOUTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 ML0586'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW
 ML0586'THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0585 ***********************************************************************
 ML0585  DESIGNATION -  635
 ML0585  PID         -  ML0585
 ML0585  STATE/COUNTY-  NE/CUSTER
 ML0585  COUNTRY     -  US
 ML0585  USGS QUAD   -  SARGENT SE (2017)
 ML0585
 ML0585                         *CURRENT SURVEY CONTROL
 ML0585  ______________________________________________________________________
 ML0585* NAD 83(1986) POSITION- 41 35 22.     (N) 099 16 06.     (W)   SCALED
 ML0585* NAVD 88 ORTHO HEIGHT -   689.564 (meters)     2262.34  (feet) ADJUSTED
 ML0585  ______________________________________________________________________
 ML0585  GEOID HEIGHT    -        -23.312 (meters)                     GEOID18
 ML0585  DYNAMIC HEIGHT  -        689.225 (meters)     2261.23  (feet) COMP
 ML0585  MODELED GRAVITY -    980,108.2   (mgal)                       NAVD 88
 ML0585
 ML0585  VERT ORDER      -  FIRST     CLASS II
 ML0585
 ML0585.The horizontal coordinates were scaled from a map and have
 ML0585.an estimated accuracy of +/- 6 seconds.
 ML0585
 ML0585.The orthometric height was determined by differential leveling and
 ML0585.adjusted by the NATIONAL GEODETIC SURVEY
 ML0585.in June 1991.
 ML0585
 ML0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0585.GEOID18 height accuracy estimate available here.
 ML0585
 ML0585.Click photographs - Photos may exist for this station.
 ML0585
 ML0585.The dynamic height is computed by dividing the NAVD 88
 ML0585.geopotential number by the normal gravity value computed on the
 ML0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0585.degrees latitude (g = 980.6199 gals.).
 ML0585
 ML0585.The modeled gravity was interpolated from observed gravity values.
 ML0585
 ML0585;                    North         East    Units  Estimated Accuracy
 ML0585;SPC NE       -   195,230.      560,990.      MT  (+/- 180 meters Scaled)
 ML0585
 ML0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM776042(NAD 83)
 ML0585
 ML0585                          SUPERSEDED SURVEY CONTROL
 ML0585
 ML0585  NGVD 29 (??/??/92)  689.318  (m)         2261.54   (f) ADJ UNCH    1 2
 ML0585
 ML0585.Superseded values are not recommended for survey control.
 ML0585
 ML0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0585.See file dsdata.pdf to determine how the superseded data were derived.
 ML0585
 ML0585_MARKER: DD = SURVEY DISK
 ML0585_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0585_STAMPING: 635
 ML0585_MARK LOGO: CGS+SS
 ML0585_PROJECTION: FLUSH
 ML0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0585
 ML0585  HISTORY     - Date     Condition        Report By
 ML0585  HISTORY     - 1934     MONUMENTED       NEGS
 ML0585  HISTORY     - 1950     GOOD             CGS
 ML0585
 ML0585                          STATION DESCRIPTION
 ML0585
 ML0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0585'2.6 MI NW FROM COMSTOCK.
 ML0585'2.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0585'RAILROAD FROM THE STATION AT COMSTOCK, 83 FEET SOUTHEAST OF A
 ML0585'FENCE CORNER, 46.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 37.6
 ML0585'FEET NORTHEAST OF MILEPOST 67, 2.4 FEET SOUTHWEST OF A FENCE,
 ML0585'2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0585'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0504 ***********************************************************************
 LF0504  DESIGNATION -  6381+10
 LF0504  PID         -  LF0504
 LF0504  STATE/COUNTY-  NE/NEMAHA
 LF0504  COUNTRY     -  US
 LF0504  USGS QUAD   -  HOWE (2017)
 LF0504
 LF0504                         *CURRENT SURVEY CONTROL
 LF0504  ______________________________________________________________________
 LF0504* NAD 83(1986) POSITION- 40 16 16.     (N) 095 49 11.     (W)   SCALED
 LF0504* NAVD 88 ORTHO HEIGHT -   306.944 (meters)     1007.03  (feet) ADJUSTED
 LF0504  ______________________________________________________________________
 LF0504  GEOID HEIGHT    -        -29.676 (meters)                     GEOID18
 LF0504  DYNAMIC HEIGHT  -        306.779 (meters)     1006.49  (feet) COMP
 LF0504  MODELED GRAVITY -    980,081.8   (mgal)                       NAVD 88
 LF0504
 LF0504  VERT ORDER      -  SECOND    CLASS 0
 LF0504
 LF0504.The horizontal coordinates were scaled from a map and have
 LF0504.an estimated accuracy of +/- 6 seconds.
 LF0504
 LF0504.The orthometric height was determined by differential leveling and
 LF0504.adjusted by the NATIONAL GEODETIC SURVEY
 LF0504.in June 1991.
 LF0504
 LF0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0504.GEOID18 height accuracy estimate available here.
 LF0504
 LF0504.Click photographs - Photos may exist for this station.
 LF0504
 LF0504.The dynamic height is computed by dividing the NAVD 88
 LF0504.geopotential number by the normal gravity value computed on the
 LF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0504.degrees latitude (g = 980.6199 gals.).
 LF0504
 LF0504.The modeled gravity was interpolated from observed gravity values.
 LF0504
 LF0504;                    North         East    Units  Estimated Accuracy
 LF0504;SPC NE       -    57,200.      855,380.      MT  (+/- 180 meters Scaled)
 LF0504
 LF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE602616(NAD 83)
 LF0504
 LF0504                          SUPERSEDED SURVEY CONTROL
 LF0504
 LF0504  NGVD 29 (??/??/92)  306.866  (m)         1006.78   (f) ADJ UNCH    2 0
 LF0504
 LF0504.Superseded values are not recommended for survey control.
 LF0504
 LF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0504.See file dsdata.pdf to determine how the superseded data were derived.
 LF0504
 LF0504_MARKER: R = RIVET
 LF0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0504_SP_SET: MILEPOST
 LF0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0504
 LF0504  HISTORY     - Date     Condition        Report By
 LF0504  HISTORY     - UNK      MONUMENTED       MPRR
 LF0504  HISTORY     - 1934     GOOD             CGS
 LF0504
 LF0504                          STATION DESCRIPTION
 LF0504
 LF0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0504'3.8 MI N FROM STELLA.
 LF0504'IN NEMAHA COUNTY, 3.8 MILES NORTH ALONG THE MISSOURI PACIFIC
 LF0504'RAILROAD FROM THE STATION AT STELLA, RICHARDSON COUNTY, AND AT
 LF0504'MILEPOST 405.  A RIVET, SET IN THE TOP OF THE CONCRETE MILEPOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1407 ***********************************************************************
 MK1407  DESIGNATION -  65
 MK1407  PID         -  MK1407
 MK1407  STATE/COUNTY-  NE/PLATTE
 MK1407  COUNTRY     -  US
 MK1407  USGS QUAD   -  MONROE (2017)
 MK1407
 MK1407                         *CURRENT SURVEY CONTROL
 MK1407  ______________________________________________________________________
 MK1407* NAD 83(1986) POSITION- 41 28 10.     (N) 097 31 08.     (W)   SCALED
 MK1407* NAVD 88 ORTHO HEIGHT -   454.727 (meters)     1491.88  (feet) ADJUSTED
 MK1407  ______________________________________________________________________
 MK1407  GEOID HEIGHT    -        -25.190 (meters)                     GEOID18
 MK1407  DYNAMIC HEIGHT  -        454.527 (meters)     1491.23  (feet) COMP
 MK1407  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 MK1407
 MK1407  VERT ORDER      -  SECOND    CLASS 0
 MK1407
 MK1407.The horizontal coordinates were scaled from a map and have
 MK1407.an estimated accuracy of +/- 6 seconds.
 MK1407
 MK1407.The orthometric height was determined by differential leveling and
 MK1407.adjusted by the NATIONAL GEODETIC SURVEY
 MK1407.in June 1991.
 MK1407
 MK1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1407.GEOID18 height accuracy estimate available here.
 MK1407
 MK1407.Click photographs - Photos may exist for this station.
 MK1407
 MK1407.The dynamic height is computed by dividing the NAVD 88
 MK1407.geopotential number by the normal gravity value computed on the
 MK1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1407.degrees latitude (g = 980.6199 gals.).
 MK1407
 MK1407.The modeled gravity was interpolated from observed gravity values.
 MK1407
 MK1407;                    North         East    Units  Estimated Accuracy
 MK1407;SPC NE       -   184,620.      707,160.      MT  (+/- 180 meters Scaled)
 MK1407
 MK1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL236919(NAD 83)
 MK1407
 MK1407                          SUPERSEDED SURVEY CONTROL
 MK1407
 MK1407  NGVD 29 (??/??/92)  454.542  (m)         1491.28   (f) ADJ UNCH    2 0
 MK1407
 MK1407.Superseded values are not recommended for survey control.
 MK1407
 MK1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1407.See file dsdata.pdf to determine how the superseded data were derived.
 MK1407
 MK1407_MARKER: DD = SURVEY DISK
 MK1407_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1407_STAMPING: 65
 MK1407_MARK LOGO: CGS+SS
 MK1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1407
 MK1407  HISTORY     - Date     Condition        Report By
 MK1407  HISTORY     - 1934     MONUMENTED       NEGS
 MK1407  HISTORY     - 1950     GOOD             CGS
 MK1407
 MK1407                          STATION DESCRIPTION
 MK1407
 MK1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1407'AT OCONEE.
 MK1407'AT OCONEE, IN A PASTURE, 197 FEET SOUTHWEST OF THE SOUTHWEST
 MK1407'RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD, 191 FEET
 MK1407'SOUTHEAST OF A FENCE CORNER AT THE SOUTHEAST CORNER OF A GARDEN,
 MK1407'82 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.0 FOOT
 MK1407'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 MK1407'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1600 ***********************************************************************
 MK1600  DESIGNATION -  66
 MK1600  PID         -  MK1600
 MK1600  STATE/COUNTY-  NE/PLATTE
 MK1600  COUNTRY     -  US
 MK1600  USGS QUAD   -  MONROE (2017)
 MK1600
 MK1600                         *CURRENT SURVEY CONTROL
 MK1600  ______________________________________________________________________
 MK1600* NAD 83(1986) POSITION- 41 28 26.41   (N) 097 33 38.86   (W)   HD_HELD1
 MK1600* NAVD 88 ORTHO HEIGHT -   459.952 (meters)     1509.03  (feet) ADJUSTED
 MK1600  ______________________________________________________________________
 MK1600  GEOID HEIGHT    -        -25.162 (meters)                     GEOID18
 MK1600  DYNAMIC HEIGHT  -        459.747 (meters)     1508.35  (feet) COMP
 MK1600  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 MK1600
 MK1600  VERT ORDER      -  SECOND    CLASS 0
 MK1600
 MK1600.The horizontal coordinates were determined by differentially corrected
 MK1600.hand held GPS observations or other comparable positioning techniques
 MK1600.and have an estimated accuracy of +/- 3 meters.
 MK1600
 MK1600.The orthometric height was determined by differential leveling and
 MK1600.adjusted by the NATIONAL GEODETIC SURVEY
 MK1600.in June 1991.
 MK1600
 MK1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1600.GEOID18 height accuracy estimate available here.
 MK1600
 MK1600.Click photographs - Photos may exist for this station.
 MK1600
 MK1600.The dynamic height is computed by dividing the NAVD 88
 MK1600.geopotential number by the normal gravity value computed on the
 MK1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1600.degrees latitude (g = 980.6199 gals.).
 MK1600
 MK1600.The modeled gravity was interpolated from observed gravity values.
 MK1600
 MK1600;                    North         East    Units  Estimated Accuracy
 MK1600;SPC NE       -   185,028.6     703,649.2     MT  (+/- 3 meters HH1 GPS) 
 MK1600
 MK1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2016992377(NAD 83)
 MK1600
 MK1600                          SUPERSEDED SURVEY CONTROL
 MK1600
 MK1600  NGVD 29 (??/??/92)  459.765  (m)         1508.41   (f) ADJ UNCH    2 0
 MK1600
 MK1600.Superseded values are not recommended for survey control.
 MK1600
 MK1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1600.See file dsdata.pdf to determine how the superseded data were derived.
 MK1600
 MK1600_MARKER: DD = SURVEY DISK
 MK1600_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1600_STAMPING: 66
 MK1600_MARK LOGO: CGS+SS
 MK1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1600+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 MK1600
 MK1600  HISTORY     - Date     Condition        Report By
 MK1600  HISTORY     - 1934     MONUMENTED       NEGS
 MK1600  HISTORY     - 1950     GOOD             CGS
 MK1600  HISTORY     - 1979     GOOD             NGS
 MK1600  HISTORY     - 20100512 GOOD             INDIV
 MK1600
 MK1600                          STATION DESCRIPTION
 MK1600
 MK1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1600'2.1 MI E FROM MONROE.
 MK1600'0.1 MILE NORTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 MK1600'STATION AT MONROE, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY
 MK1600'22, ABOUT 250 FEET SOUTH OF THE HIGHWAY, 89 FEET WEST OF THE
 MK1600'CENTER LINE OF A NORTH-SOUTH ROAD LEADING TO THE MONROE ALFALFA
 MK1600'MILL, 78 FEET NORTHWEST OF THE CENTER OF A RAILWAY SWITCH STAND,
 MK1600'43 FEET NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF A RAILWAY
 MK1600'CROSSING, 46.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MK1600'1.0 FOOT WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE,
 MK1600'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK1600'SURFACE OF THE GROUND.
 MK1600
 MK1600                          STATION RECOVERY (1979)
 MK1600
 MK1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1600'AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION IT IS EAST OF THE ROAD
 MK1600'RATHER THAN WEST AS STATED IN THE ORIGINAL DESCRIPTION. MARK IS 93
 MK1600'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 104 FEET
 MK1600'NORTHEAST OF A CROSSING. OLD WOOD WITNESS POST WAS REPLACED WITH A
 MK1600'METAL ONE.
 MK1600
 MK1600                          STATION RECOVERY (2010)
 MK1600
 MK1600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK1600'REAL TIME NETWORK GPS OBSERVATION.
 MK1600'41 28'26.408''N     97 33'38.858''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0701 ***********************************************************************
 ML0701  DESIGNATION -  661
 ML0701  PID         -  ML0701
 ML0701  STATE/COUNTY-  NE/CUSTER
 ML0701  COUNTRY     -  US
 ML0701  USGS QUAD   -  ANSLEY (2017)
 ML0701
 ML0701                         *CURRENT SURVEY CONTROL
 ML0701  ______________________________________________________________________
 ML0701* NAD 83(1986) POSITION- 41 19 35.43   (N) 099 27 36.29   (W)   HD_HELD1
 ML0701* NAVD 88 ORTHO HEIGHT -   720.298 (meters)     2363.18  (feet) ADJUSTED
 ML0701  ______________________________________________________________________
 ML0701  GEOID HEIGHT    -        -23.102 (meters)                     GEOID18
 ML0701  DYNAMIC HEIGHT  -        719.920 (meters)     2361.94  (feet) COMP
 ML0701  MODELED GRAVITY -    980,074.7   (mgal)                       NAVD 88
 ML0701
 ML0701  VERT ORDER      -  SECOND    CLASS 0
 ML0701
 ML0701.The horizontal coordinates were determined by differentially corrected
 ML0701.hand held GPS observations or other comparable positioning techniques
 ML0701.and have an estimated accuracy of +/- 3 meters.
 ML0701
 ML0701.The orthometric height was determined by differential leveling and
 ML0701.adjusted by the NATIONAL GEODETIC SURVEY
 ML0701.in June 1991.
 ML0701
 ML0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0701.GEOID18 height accuracy estimate available here.
 ML0701
 ML0701.Click photographs - Photos may exist for this station.
 ML0701
 ML0701.The dynamic height is computed by dividing the NAVD 88
 ML0701.geopotential number by the normal gravity value computed on the
 ML0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0701.degrees latitude (g = 980.6199 gals.).
 ML0701
 ML0701.The modeled gravity was interpolated from observed gravity values.
 ML0701
 ML0701;                    North         East    Units  Estimated Accuracy
 ML0701;SPC NE       -   165,921.4     545,185.8     MT  (+/- 3 meters HH1 GPS) 
 ML0701
 ML0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6149875105(NAD 83)
 ML0701
 ML0701                          SUPERSEDED SURVEY CONTROL
 ML0701
 ML0701  NGVD 29 (??/??/92)  720.057  (m)         2362.39   (f) ADJ UNCH    2 0
 ML0701
 ML0701.Superseded values are not recommended for survey control.
 ML0701
 ML0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0701.See file dsdata.pdf to determine how the superseded data were derived.
 ML0701
 ML0701_MARKER: DD = SURVEY DISK
 ML0701_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0701_STAMPING: 661
 ML0701_MARK LOGO: CGS+SS
 ML0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0701
 ML0701  HISTORY     - Date     Condition        Report By
 ML0701  HISTORY     - 1934     MONUMENTED       NEGS
 ML0701  HISTORY     - 1949     MARK NOT FOUND   CGS
 ML0701
 ML0701                          STATION DESCRIPTION
 ML0701
 ML0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0701'2.7 MI SE FROM BERWYN.
 ML0701'2.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0701'RAILROAD FROM THE STATION AT BERWYN, CUSTER COUNTY, 4-3/4 POLES
 ML0701'SOUTHEAST OF MILEPOST 165, 1-3/4 POLES NORTHWEST OF A CONCRETE
 ML0701'BRIDGE CROSSING A GRAVEL ROAD NORTH OF THE TRACK, 45 FEET
 ML0701'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2 AND 45 FEET
 ML0701'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STATE SURVEY
 ML0701'STANDARD DISK, STAMPED 661 AND SET IN THE TOP OF A CONCRETE
 ML0701'POST.  NOTE-- RAILROAD WAS REBUILT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1598 ***********************************************************************
 MK1598  DESIGNATION -  67
 MK1598  PID         -  MK1598
 MK1598  STATE/COUNTY-  NE/PLATTE
 MK1598  COUNTRY     -  US
 MK1598  USGS QUAD   -  MONROE (2017)
 MK1598
 MK1598                         *CURRENT SURVEY CONTROL
 MK1598  ______________________________________________________________________
 MK1598* NAD 83(1986) POSITION- 41 28 22.     (N) 097 35 59.     (W)   SCALED
 MK1598* NAVD 88 ORTHO HEIGHT -   463.977 (meters)     1522.23  (feet) ADJUSTED
 MK1598  ______________________________________________________________________
 MK1598  GEOID HEIGHT    -        -25.144 (meters)                     GEOID18
 MK1598  DYNAMIC HEIGHT  -        463.767 (meters)     1521.54  (feet) COMP
 MK1598  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 MK1598
 MK1598  VERT ORDER      -  SECOND    CLASS 0
 MK1598
 MK1598.The horizontal coordinates were scaled from a map and have
 MK1598.an estimated accuracy of +/- 6 seconds.
 MK1598
 MK1598.The orthometric height was determined by differential leveling and
 MK1598.adjusted by the NATIONAL GEODETIC SURVEY
 MK1598.in June 1991.
 MK1598
 MK1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1598.GEOID18 height accuracy estimate available here.
 MK1598
 MK1598.Click photographs - Photos may exist for this station.
 MK1598
 MK1598.The dynamic height is computed by dividing the NAVD 88
 MK1598.geopotential number by the normal gravity value computed on the
 MK1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1598.degrees latitude (g = 980.6199 gals.).
 MK1598
 MK1598.The modeled gravity was interpolated from observed gravity values.
 MK1598
 MK1598;                    North         East    Units  Estimated Accuracy
 MK1598;SPC NE       -   184,800.      700,400.      MT  (+/- 180 meters Scaled)
 MK1598
 MK1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL169921(NAD 83)
 MK1598
 MK1598                          SUPERSEDED SURVEY CONTROL
 MK1598
 MK1598  NGVD 29 (??/??/92)  463.784  (m)         1521.60   (f) ADJ UNCH    2 0
 MK1598
 MK1598.Superseded values are not recommended for survey control.
 MK1598
 MK1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1598.See file dsdata.pdf to determine how the superseded data were derived.
 MK1598
 MK1598_MARKER: DD = SURVEY DISK
 MK1598_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1598_STAMPING: 67
 MK1598_MARK LOGO: CGS+SS
 MK1598_PROJECTION: FLUSH
 MK1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1598
 MK1598  HISTORY     - Date     Condition        Report By
 MK1598  HISTORY     - 1934     MONUMENTED       NEGS
 MK1598  HISTORY     - 1950     GOOD             CGS
 MK1598
 MK1598                          STATION DESCRIPTION
 MK1598
 MK1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1598'AT MONROE.
 MK1598'AT MONROE, ALONG THE UNION PACIFIC RAILROAD, 131 FEET SOUTHWEST
 MK1598'OF THE INTERSECTION OF THE CENTER LINES OF A NORTH AND SOUTH
 MK1598'STREET AND THE RAILROAD, 129 FEET SOUTHEAST OF THE SOUTHWEST
 MK1598'CORNER OF THE RAILROAD STATION, 9 FEET WEST OF A POINT IN LINE
 MK1598'WITH THE EAST WALL OF THE STATION, 1 FOOT NORTH OF A FENCE, 0.7
 MK1598'FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1598'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1588 ***********************************************************************
 MK1588  DESIGNATION -  70
 MK1588  PID         -  MK1588
 MK1588  STATE/COUNTY-  NE/NANCE
 MK1588  COUNTRY     -  US
 MK1588  USGS QUAD   -  GENOA (2017)
 MK1588
 MK1588                         *CURRENT SURVEY CONTROL
 MK1588  ______________________________________________________________________
 MK1588* NAD 83(1986) POSITION- 41 26 52.     (N) 097 43 47.     (W)   SCALED
 MK1588* NAVD 88 ORTHO HEIGHT -   481.100 (meters)     1578.41  (feet) ADJUSTED
 MK1588  ______________________________________________________________________
 MK1588  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 MK1588  DYNAMIC HEIGHT  -        480.876 (meters)     1577.67  (feet) COMP
 MK1588  MODELED GRAVITY -    980,143.8   (mgal)                       NAVD 88
 MK1588
 MK1588  VERT ORDER      -  SECOND    CLASS 0
 MK1588
 MK1588.The horizontal coordinates were scaled from a map and have
 MK1588.an estimated accuracy of +/- 6 seconds.
 MK1588
 MK1588.The orthometric height was determined by differential leveling and
 MK1588.adjusted by the NATIONAL GEODETIC SURVEY
 MK1588.in June 1991.
 MK1588
 MK1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1588.GEOID18 height accuracy estimate available here.
 MK1588
 MK1588.Click photographs - Photos may exist for this station.
 MK1588
 MK1588.The dynamic height is computed by dividing the NAVD 88
 MK1588.geopotential number by the normal gravity value computed on the
 MK1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1588.degrees latitude (g = 980.6199 gals.).
 MK1588
 MK1588.The modeled gravity was interpolated from observed gravity values.
 MK1588
 MK1588;                    North         East    Units  Estimated Accuracy
 MK1588;SPC NE       -   181,730.      689,630.      MT  (+/- 180 meters Scaled)
 MK1588
 MK1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL061892(NAD 83)
 MK1588
 MK1588                          SUPERSEDED SURVEY CONTROL
 MK1588
 MK1588  NGVD 29 (??/??/92)  480.892  (m)         1577.73   (f) ADJ UNCH    2 0
 MK1588
 MK1588.Superseded values are not recommended for survey control.
 MK1588
 MK1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1588.See file dsdata.pdf to determine how the superseded data were derived.
 MK1588
 MK1588_MARKER: DD = SURVEY DISK
 MK1588_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1588_STAMPING: 70
 MK1588_MARK LOGO: CGS+SS
 MK1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1588
 MK1588  HISTORY     - Date     Condition        Report By
 MK1588  HISTORY     - 1934     MONUMENTED       NEGS
 MK1588  HISTORY     - 1950     GOOD             CGS
 MK1588
 MK1588                          STATION DESCRIPTION
 MK1588
 MK1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1588'AT GENOA.
 MK1588'AT GENOA, ALONG THE UNION PACIFIC RAILROAD, IN THE RAILROAD
 MK1588'PARK, 117 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 105.3
 MK1588'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE RAILROAD STATION,
 MK1588'72.7 FEET NORTH OF THE NORTHEAST CORNER OF THE RAILROAD STATION,
 MK1588'1.0 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK1588'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0786 ***********************************************************************
 LF0786  DESIGNATION -  7001+10
 LF0786  PID         -  LF0786
 LF0786  STATE/COUNTY-  NE/OTOE
 LF0786  COUNTRY     -  US
 LF0786  USGS QUAD   -  PAUL (2017)
 LF0786
 LF0786                         *CURRENT SURVEY CONTROL
 LF0786  ______________________________________________________________________
 LF0786* NAD 83(1986) POSITION- 40 36 40.     (N) 095 53 56.     (W)   SCALED
 LF0786* NAVD 88 ORTHO HEIGHT -   339.425 (meters)     1113.60  (feet) ADJUSTED
 LF0786  ______________________________________________________________________
 LF0786  GEOID HEIGHT    -        -29.147 (meters)                     GEOID18
 LF0786  DYNAMIC HEIGHT  -        339.243 (meters)     1113.00  (feet) COMP
 LF0786  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LF0786
 LF0786  VERT ORDER      -  SECOND    CLASS 0
 LF0786
 LF0786.The horizontal coordinates were scaled from a map and have
 LF0786.an estimated accuracy of +/- 6 seconds.
 LF0786
 LF0786.The orthometric height was determined by differential leveling and
 LF0786.adjusted by the NATIONAL GEODETIC SURVEY
 LF0786.in June 1991.
 LF0786
 LF0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0786.GEOID18 height accuracy estimate available here.
 LF0786
 LF0786.Click photographs - Photos may exist for this station.
 LF0786
 LF0786.The dynamic height is computed by dividing the NAVD 88
 LF0786.geopotential number by the normal gravity value computed on the
 LF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0786.degrees latitude (g = 980.6199 gals.).
 LF0786
 LF0786.The modeled gravity was interpolated from observed gravity values.
 LF0786
 LF0786;                    North         East    Units  Estimated Accuracy
 LF0786;SPC NE       -    94,580.      846,860.      MT  (+/- 180 meters Scaled)
 LF0786
 LF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE547996(NAD 83)
 LF0786
 LF0786                          SUPERSEDED SURVEY CONTROL
 LF0786
 LF0786  NGVD 29 (??/??/92)  339.317  (m)         1113.24   (f) ADJ UNCH    2 0
 LF0786
 LF0786.Superseded values are not recommended for survey control.
 LF0786
 LF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0786.See file dsdata.pdf to determine how the superseded data were derived.
 LF0786
 LF0786_MARKER: R = RIVET
 LF0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0786_SP_SET: CONCRETE MILEPOST
 LF0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0786
 LF0786  HISTORY     - Date     Condition        Report By
 LF0786  HISTORY     - UNK      MONUMENTED       MPRR
 LF0786  HISTORY     - 1953     GOOD             CGS
 LF0786
 LF0786                          STATION DESCRIPTION
 LF0786
 LF0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LF0786'1.1 MI N FROM PAUL.
 LF0786'1.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0786'STATION AT PAUL, OTOE COUNTY, AND AT MILEPOST 430.  A RIVET,
 LF0786'SET IN THE TOP OF THE CONCRETE MILEPOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0082 ***********************************************************************
 MN0082  DESIGNATION -  74.58
 MN0082  PID         -  MN0082
 MN0082  STATE/COUNTY-  NE/CHEYENNE
 MN0082  COUNTRY     -  US
 MN0082  USGS QUAD   -  SIDNEY (2017)
 MN0082
 MN0082                         *CURRENT SURVEY CONTROL
 MN0082  ______________________________________________________________________
 MN0082* NAD 83(1986) POSITION- 41 08 42.     (N) 102 57 48.     (W)   SCALED
 MN0082* NAVD 88 ORTHO HEIGHT -  1250.892 (meters)     4103.97  (feet) ADJUSTED
 MN0082  ______________________________________________________________________
 MN0082  GEOID HEIGHT    -        -19.801 (meters)                     GEOID18
 MN0082  DYNAMIC HEIGHT  -       1250.016 (meters)     4101.09  (feet) COMP
 MN0082  MODELED GRAVITY -    979,880.2   (mgal)                       NAVD 88
 MN0082
 MN0082  VERT ORDER      -  FIRST     CLASS II
 MN0082
 MN0082.The horizontal coordinates were scaled from a map and have
 MN0082.an estimated accuracy of +/- 6 seconds.
 MN0082
 MN0082.The orthometric height was determined by differential leveling and
 MN0082.adjusted by the NATIONAL GEODETIC SURVEY
 MN0082.in June 1991.
 MN0082
 MN0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0082.GEOID18 height accuracy estimate available here.
 MN0082
 MN0082.Click photographs - Photos may exist for this station.
 MN0082
 MN0082.The dynamic height is computed by dividing the NAVD 88
 MN0082.geopotential number by the normal gravity value computed on the
 MN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0082.degrees latitude (g = 980.6199 gals.).
 MN0082
 MN0082.The modeled gravity was interpolated from observed gravity values.
 MN0082
 MN0082;                    North         East    Units  Estimated Accuracy
 MN0082;SPC NE       -   149,890.      251,360.      MT  (+/- 180 meters Scaled)
 MN0082
 MN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF709568(NAD 83)
 MN0082
 MN0082                          SUPERSEDED SURVEY CONTROL
 MN0082
 MN0082  NGVD 29 (??/??/92) 1250.300  (m)         4102.03   (f) ADJ UNCH    1 2
 MN0082
 MN0082.Superseded values are not recommended for survey control.
 MN0082
 MN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0082.See file dsdata.pdf to determine how the superseded data were derived.
 MN0082
 MN0082_MARKER: R = RIVET
 MN0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0082_SP_SET: PIER
 MN0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0082
 MN0082  HISTORY     - Date     Condition        Report By
 MN0082  HISTORY     - UNK      MONUMENTED       CGS
 MN0082  HISTORY     - 1934     GOOD             CGS
 MN0082  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0082
 MN0082                          STATION DESCRIPTION
 MN0082
 MN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0082'0.9 MI E FROM SIDNEY.
 MN0082'0.9 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0082'FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, AT BRIDGE 74.58
 MN0082'OVER U.S. HIGHWAY 30, AND IN THE TOP OF THE WEST END OF THE NORTH
 MN0082'CONCRETE PIER.  A STANDARD MONEL-METAL RIVET.
 MN0082
 MN0082                          STATION RECOVERY (1985)
 MN0082
 MN0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0082'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0790 ***********************************************************************
 LF0790  DESIGNATION -  7437/10 RESET
 LF0790  PID         -  LF0790
 LF0790  STATE/COUNTY-  NE/OTOE
 LF0790  COUNTRY     -  US
 LF0790  USGS QUAD   -  PAUL (2017)
 LF0790
 LF0790                         *CURRENT SURVEY CONTROL
 LF0790  ______________________________________________________________________
 LF0790* NAD 83(1986) POSITION- 40 32 29.     (N) 095 52 38.     (W)   SCALED
 LF0790* NAVD 88 ORTHO HEIGHT -   314.044 (meters)     1030.33  (feet) ADJUSTED
 LF0790  ______________________________________________________________________
 LF0790  GEOID HEIGHT    -        -29.333 (meters)                     GEOID18
 LF0790  DYNAMIC HEIGHT  -        313.877 (meters)     1029.78  (feet) COMP
 LF0790  MODELED GRAVITY -    980,085.8   (mgal)                       NAVD 88
 LF0790
 LF0790  VERT ORDER      -  SECOND    CLASS 0
 LF0790
 LF0790.The horizontal coordinates were scaled from a map and have
 LF0790.an estimated accuracy of +/- 6 seconds.
 LF0790
 LF0790.The orthometric height was determined by differential leveling and
 LF0790.adjusted by the NATIONAL GEODETIC SURVEY
 LF0790.in June 1991.
 LF0790
 LF0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0790.GEOID18 height accuracy estimate available here.
 LF0790
 LF0790.Click photographs - Photos may exist for this station.
 LF0790
 LF0790.The dynamic height is computed by dividing the NAVD 88
 LF0790.geopotential number by the normal gravity value computed on the
 LF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0790.degrees latitude (g = 980.6199 gals.).
 LF0790
 LF0790.The modeled gravity was interpolated from observed gravity values.
 LF0790
 LF0790;                    North         East    Units  Estimated Accuracy
 LF0790;SPC NE       -    86,940.      849,060.      MT  (+/- 180 meters Scaled)
 LF0790
 LF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE563918(NAD 83)
 LF0790
 LF0790                          SUPERSEDED SURVEY CONTROL
 LF0790
 LF0790  NGVD 29 (??/??/92)  313.944  (m)         1030.00   (f) ADJ UNCH    2 0
 LF0790
 LF0790.Superseded values are not recommended for survey control.
 LF0790
 LF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0790.See file dsdata.pdf to determine how the superseded data were derived.
 LF0790
 LF0790_MARKER: R = RIVET
 LF0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0790_SP_SET: CONCRETE MILEPOST
 LF0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0790
 LF0790  HISTORY     - Date     Condition        Report By
 LF0790  HISTORY     - UNK      MONUMENTED       CGS
 LF0790  HISTORY     - 1947     GOOD             CGS
 LF0790
 LF0790                          STATION DESCRIPTION
 LF0790
 LF0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0790'1.3 MI N FROM JULIAN.
 LF0790'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0790'STATION AT JULIAN, 83.0 FEET NORTH OF SEMAPHORE NO. 425.0,
 LF0790'38.0 FEET SOUTH OF MILEPOST NO. 425, 27.0 FEET EAST OF THE EAST
 LF0790'RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, 6.0 FEET ABOVE
 LF0790'THE LEVEL OF THE TRACK.  A RIVET SET IN THE TOP OF A CONCRETE
 LF0790'MILEPOST WHICH PROJECTS 3.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0783 ***********************************************************************
 LF0783  DESIGNATION -  7965+10
 LF0783  PID         -  LF0783
 LF0783  STATE/COUNTY-  NE/OTOE
 LF0783  COUNTRY     -  US
 LF0783  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0783
 LF0783                         *CURRENT SURVEY CONTROL
 LF0783  ______________________________________________________________________
 LF0783* NAD 83(1986) POSITION- 40 40 03.     (N) 095 51 34.     (W)   SCALED
 LF0783* NAVD 88 ORTHO HEIGHT -   297.599 (meters)      976.37  (feet) ADJUSTED
 LF0783  ______________________________________________________________________
 LF0783  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 LF0783  DYNAMIC HEIGHT  -        297.442 (meters)      975.86  (feet) COMP
 LF0783  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LF0783
 LF0783  VERT ORDER      -  SECOND    CLASS 0
 LF0783
 LF0783.The horizontal coordinates were scaled from a map and have
 LF0783.an estimated accuracy of +/- 6 seconds.
 LF0783
 LF0783.The orthometric height was determined by differential leveling and
 LF0783.adjusted by the NATIONAL GEODETIC SURVEY
 LF0783.in June 1991.
 LF0783
 LF0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0783.GEOID18 height accuracy estimate available here.
 LF0783
 LF0783.Click photographs - Photos may exist for this station.
 LF0783
 LF0783.The dynamic height is computed by dividing the NAVD 88
 LF0783.geopotential number by the normal gravity value computed on the
 LF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0783.degrees latitude (g = 980.6199 gals.).
 LF0783
 LF0783.The modeled gravity was interpolated from observed gravity values.
 LF0783
 LF0783;                    North         East    Units  Estimated Accuracy
 LF0783;SPC NE       -   101,000.      849,900.      MT  (+/- 180 meters Scaled)
 LF0783
 LF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582057(NAD 83)
 LF0783
 LF0783                          SUPERSEDED SURVEY CONTROL
 LF0783
 LF0783  NGVD 29 (??/??/92)  297.492  (m)          976.02   (f) ADJ UNCH    2 0
 LF0783
 LF0783.Superseded values are not recommended for survey control.
 LF0783
 LF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0783.See file dsdata.pdf to determine how the superseded data were derived.
 LF0783
 LF0783_MARKER: R = RIVET
 LF0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0783_SP_SET: CONCRETE MILEPOST
 LF0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0783
 LF0783  HISTORY     - Date     Condition        Report By
 LF0783  HISTORY     - UNK      MONUMENTED       MPRR
 LF0783  HISTORY     - 1953     GOOD             CGS
 LF0783  HISTORY     - 20040405 MARK NOT FOUND   NEDR
 LF0783
 LF0783                          STATION DESCRIPTION
 LF0783
 LF0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LF0783'AT NEBRASKA CITY.
 LF0783'AT NEBRASKA CITY, OTOE COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 LF0783'AT MILEPOST 435, AT THE CROSSING OF U.S. HIGHWAY 75, 40 FEET
 LF0783'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTH OF THE
 LF0783'CENTERLINE OF THE TRACK.  A RIVET, SET IN THE TOP OF THE CONCRETE
 LF0783'MILEPOST.
 LF0783
 LF0783                          STATION RECOVERY (2004)
 LF0783
 LF0783'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF0783'BELIEVED TO BE DESTROYED DUE TO NEW BRIDGE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2719 ***********************************************************************
 AI2719  DESIGNATION -  8 34
 AI2719  PID         -  AI2719
 AI2719  STATE/COUNTY-  NE/JEFFERSON
 AI2719  COUNTRY     -  US
 AI2719  USGS QUAD   -  REYNOLDS (2017)
 AI2719
 AI2719                         *CURRENT SURVEY CONTROL
 AI2719  ______________________________________________________________________
 AI2719* NAD 83(1986) POSITION- 40 03 36.     (N) 097 16 47.     (W)   SCALED
 AI2719* NAVD 88 ORTHO HEIGHT -   419.966 (meters)     1377.84  (feet) ADJUSTED
 AI2719  ______________________________________________________________________
 AI2719  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 AI2719  DYNAMIC HEIGHT  -        419.722 (meters)     1377.04  (feet) COMP
 AI2719  MODELED GRAVITY -    980,031.7   (mgal)                       NAVD 88
 AI2719
 AI2719  VERT ORDER      -  SECOND    CLASS I
 AI2719
 AI2719.The horizontal coordinates were scaled from a map and have
 AI2719.an estimated accuracy of +/- 6 seconds.
 AI2719
 AI2719.The orthometric height was determined by differential leveling and
 AI2719.adjusted by the NATIONAL GEODETIC SURVEY
 AI2719.in July 2002.
 AI2719
 AI2719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2719.GEOID18 height accuracy estimate available here.
 AI2719
 AI2719.Click photographs - Photos may exist for this station.
 AI2719
 AI2719.The dynamic height is computed by dividing the NAVD 88
 AI2719.geopotential number by the normal gravity value computed on the
 AI2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2719.degrees latitude (g = 980.6199 gals.).
 AI2719
 AI2719.The modeled gravity was interpolated from observed gravity values.
 AI2719
 AI2719;                    North         East    Units  Estimated Accuracy
 AI2719;SPC NE       -    28,820.      732,050.      MT  (+/- 180 meters Scaled)
 AI2719
 AI2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK467358(NAD 83)
 AI2719
 AI2719                          SUPERSEDED SURVEY CONTROL
 AI2719
 AI2719.No superseded survey control is available for this station.
 AI2719
 AI2719_MARKER: DD = SURVEY DISK
 AI2719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI2719_SP_SET: BOX CULVERT HEADWALL
 AI2719_STAMPING: 8 34
 AI2719_MARK LOGO: NEDR
 AI2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2719+STABILITY: SURFACE MOTION
 AI2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2719+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1999
 AI2719
 AI2719  HISTORY     - Date     Condition        Report By
 AI2719  HISTORY     - UNK      MONUMENTED       NEDR
 AI2719  HISTORY     - 19991117 GOOD             NGS
 AI2719
 AI2719                          STATION DESCRIPTION
 AI2719
 AI2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2719'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2719'IN REYNOLDS, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 AI2719'SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 17.3 M (56.8
 AI2719'FT) SOUTH OF THE HIGHWAY, AND 4.O M BELOW THE LEVEL OF THE HIGHWAY.
 AI2719'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1499 ***********************************************************************
 LF1499  DESIGNATION -  8 D
 LF1499  PID         -  LF1499
 LF1499  STATE/COUNTY-  NE/RICHARDSON
 LF1499  COUNTRY     -  US
 LF1499  USGS QUAD   -  FALLS CITY (2017)
 LF1499
 LF1499                         *CURRENT SURVEY CONTROL
 LF1499  ______________________________________________________________________
 LF1499* NAD 83(1986) POSITION- 40 03 09.     (N) 095 31 16.     (W)   SCALED
 LF1499* NAVD 88 ORTHO HEIGHT -   267.39  (meters)      877.3   (feet) RESET
 LF1499  ______________________________________________________________________
 LF1499  GEOID HEIGHT    -        -30.601 (meters)                     GEOID18
 LF1499  VERT ORDER      -  THIRD
 LF1499
 LF1499.The horizontal coordinates were scaled from a map and have
 LF1499.an estimated accuracy of +/- 6 seconds.
 LF1499
 LF1499.The orthometric height was computed from unverified reset data.
 LF1499
 LF1499.No vertical observational check was made to the station.
 LF1499
 LF1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1499.GEOID18 height accuracy estimate available here.
 LF1499
 LF1499.Click photographs - Photos may exist for this station.
 LF1499
 LF1499;                    North         East    Units  Estimated Accuracy
 LF1499;SPC NE       -    34,230.      882,000.      MT  (+/- 180 meters Scaled)
 LF1499
 LF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE849366(NAD 83)
 LF1499
 LF1499                          SUPERSEDED SURVEY CONTROL
 LF1499
 LF1499  NGVD 29 (01/31/13)  267.32   (m)          877.0    (f) RESET       3  
 LF1499
 LF1499.Superseded values are not recommended for survey control.
 LF1499
 LF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1499.See file dsdata.pdf to determine how the superseded data were derived.
 LF1499
 LF1499_MARKER: I = METAL ROD
 LF1499_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LF1499_SP_SET: DRIVEN INTO GROUND
 LF1499_MARK LOGO: NGS
 LF1499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LF1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1499+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LF1499
 LF1499  HISTORY     - Date     Condition        Report By
 LF1499  HISTORY     - 1986     MONUMENTED       NEDR
 LF1499
 LF1499                          STATION DESCRIPTION
 LF1499
 LF1499'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 LF1499'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND 159, IN FALLS CITY,
 LF1499'GO EAST ON HIGHWAY 159 FOR 7.24 KM (4.50 MI) TO A CROSSROAD.  TURN
 LF1499'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO THE
 LF1499'NORTH END OF A BRIDGE OVER MUDDY CREEK AND THE MARK ON THE RIGHT,
 LF1499'54.56 M (179.0 FT) WEST FROM THE CENTERLINE OF THE ROAD, 2.1 M
 LF1499'(6.9 FT) NORTH FROM THE NORTH EDGE OF MUDDY CREEK AND 0.43 M (1.4 FT)
 LF1499'EAST FROM THE EAST FACE OF A LARGE COTTONWWOD TREE, A 6 FOOT STEEL U
 LF1499'POST, DRIVEN INTO THE GROUND AND WHICH PROJECTS 0.03 M (0.1 FT) ABOVE
 LF1499'THE GROUND SURFACE.
 LF1499'THIS MARK WAS ESTABLISHED FROM BENCH MARK F 267, PRIOR TO REPLACEMENT
 LF1499'OF THE BRIDGE OVER MUDDY CREEK, AND THEN BENCH MARK F 267 RESET WAS
 LF1499'ESTABLISHED IN THE NEW BRIDGE OVER MUDDY CREEK FROM BENCH MARK 8 D.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9635 ***********************************************************************
 DG9635  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9635  DESIGNATION -  8 RGW
 DG9635  PID         -  DG9635
 DG9635  STATE/COUNTY-  NE/LANCASTER
 DG9635  COUNTRY     -  US
 DG9635  USGS QUAD   -  BENNET (2017)
 DG9635
 DG9635                         *CURRENT SURVEY CONTROL
 DG9635  ______________________________________________________________________
 DG9635* NAD 83(2011) POSITION- 40 38 22.70733(N) 096 30 06.18709(W)   ADJUSTED
 DG9635* NAD 83(2011) ELLIP HT-   375.700 (meters)        (06/27/12)   ADJUSTED
 DG9635* NAD 83(2011) EPOCH   -  2010.00
 DG9635* NAVD 88 ORTHO HEIGHT -   402.07  (meters)     1319.1   (feet) GPS OBS
 DG9635  ______________________________________________________________________
 DG9635  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG9635  GEOID HEIGHT    -        -26.355 (meters)                     GEOID99
 DG9635  GEOID HEIGHT    -        -26.365 (meters)                     GEOID18
 DG9635  NAD 83(2011) X  -   -548,844.412 (meters)                     COMP
 DG9635  NAD 83(2011) Y  - -4,815,861.243 (meters)                     COMP
 DG9635  NAD 83(2011) Z  -  4,132,383.542 (meters)                     COMP
 DG9635  LAPLACE CORR    -         -6.91  (seconds)                    DEFLEC18
 DG9635
 DG9635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9635  Standards:
 DG9635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9635  -------------------------------------------------------------------
 DG9635  NETWORK    0.77   0.73           0.33   0.30   0.37      0.01798413
 DG9635  -------------------------------------------------------------------
 DG9635  Click here for local accuracies and other accuracy information.
 DG9635
 DG9635.The horizontal coordinates were established by GPS observations
 DG9635.and adjusted by the National Geodetic Survey in June 2012.
 DG9635
 DG9635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9635.been affixed to the stable North American tectonic plate. See 
 DG9635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9635
 DG9635.The horizontal coordinates are valid at the epoch date displayed above
 DG9635.which is a decimal equivalence of Year/Month/Day.
 DG9635
 DG9635.The orthometric height was determined by GPS observations and a
 DG9635.high-resolution geoid model using precise GPS observation and
 DG9635.processing techniques.
 DG9635
 DG9635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9635.GEOID18 height accuracy estimate available here.
 DG9635
 DG9635.Click photographs - Photos may exist for this station.
 DG9635
 DG9635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9635
 DG9635.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9635
 DG9635.The ellipsoidal height was determined by GPS observations
 DG9635.and is referenced to NAD 83.
 DG9635
 DG9635. The following values were computed from the NAD 83(2011) position.
 DG9635
 DG9635;                    North         East     Units Scale Factor Converg.
 DG9635;SPC NE       -    95,508.324   795,777.512   MT  0.99977191   +2 19 05.9
 DG9635;SPC NE       -   313,346.89  2,610,813.39   sFT  0.99977191   +2 19 05.9
 DG9635;UTM  14      - 4,501,755.827   711,259.733   MT  1.00014938   +1 37 39.8
 DG9635
 DG9635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9635!SPC NE       -   0.99994107  x   0.99977191  =   0.99971299
 DG9635!UTM  14      -   0.99994107  x   1.00014938  =   1.00009044
 DG9635
 DG9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1125901755(NAD 83)
 DG9635
 DG9635                          SUPERSEDED SURVEY CONTROL
 DG9635
 DG9635  NAD 83(2007)-  40 38 22.70733(N)    096 30 06.18759(W) AD(2002.00) 0
 DG9635  ELLIP H (02/10/07)  375.719  (m)                       GP(2002.00)    
 DG9635  NAD 83(1995)-  40 38 22.70719(N)    096 30 06.18697(W) AD(       ) 1
 DG9635  ELLIP H (03/30/05)  375.688  (m)                       GP(       ) 3 1
 DG9635
 DG9635.Superseded values are not recommended for survey control.
 DG9635
 DG9635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9635.See file dsdata.pdf to determine how the superseded data were derived.
 DG9635
 DG9635_MARKER: DD = SURVEY DISK
 DG9635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9635_STAMPING: 1319 8 RGW 1964
 DG9635_MARK LOGO: USGS
 DG9635_PROJECTION: PROJECTING 6 CENTIMETERS
 DG9635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9635+STABILITY: SURFACE MOTION
 DG9635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9635+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2020
 DG9635
 DG9635  HISTORY     - Date     Condition        Report By
 DG9635  HISTORY     - 1964     MONUMENTED       USGS
 DG9635  HISTORY     - 20020512 GOOD             NEDR
 DG9635  HISTORY     - 20090616 GOOD             NEDR
 DG9635  HISTORY     - 20200310 GOOD             NEGS
 DG9635
 DG9635                          STATION DESCRIPTION
 DG9635
 DG9635'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (JPR)
 DG9635'RECOVERED AS DESCRIBED.
 DG9635
 DG9635                          STATION RECOVERY (2009)
 DG9635
 DG9635'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 DG9635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND STATE
 DG9635'SPUR S55D (0.5 MILE EAST OF PANAMA, NE.) PROCEED SOUTH ON STATE
 DG9635'HIGHWAY 43 FOR 5.0 MILES TO THE INTERSECTION OF STATE HIGHWAY 43 AND
 DG9635'MARTELL ROAD.
 DG9635'THE MARK IS IN THE SW QUARTER OF 23, T-7-N, R-8-E.
 DG9635'THE STATION IS 149.5 FEET NORTH OF THE CENTERLINE OF MARTELL ROAD,
 DG9635'54.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 43, 3.55 FEET
 DG9635'NORTHWEST OF A NAIL IN CUT-OFF POWER POLE, 2.35 FEET WEST OF A STEEL
 DG9635'WITNESS POST, 2.65 FEET WEST OF A FIBERGLASS WITNESS POST AND 0.40
 DG9635'FOOT ABOVE GROUND.
 DG9635
 DG9635                          STATION RECOVERY (2020)
 DG9635
 DG9635'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 DG9635'TO REACH FROM THE JUNCTION OF HIGHWAY 2 AND HIGHWAY 43, NORTH OF
 DG9635'BENNET, NE., GO SOUTH ON HIGHWAY 43 APPROXIMATELY 4.98 MI (8.01 KM) TO
 DG9635'BENCH MARK LOCATED ON EAST SIDE OF HIGHWAY.
 DG9635'
 DG9635'IT IS 3.55 FT (1.1 M) NORTHWEST OF A NAIL IN THE SIDE OF A CUT-OFF
 DG9635'POWER POLE, 2.65 FT (0.8 M) WEST OF A FIBERGLASS WITNESS POST AND 2.35
 DG9635'FT (0.7 M) WEST OF A STEEL WITNESS POST NEAR MILE POST 12+05 FOR
 DG9635'HIGHWAY 43.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0215 ***********************************************************************
 MK0215  DESIGNATION -  8.474 R 46
 MK0215  PID         -  MK0215
 MK0215  STATE/COUNTY-  NE/BURT
 MK0215  COUNTRY     -  US
 MK0215  USGS QUAD   -  MONDAMIN (2018)
 MK0215
 MK0215                         *CURRENT SURVEY CONTROL
 MK0215  ______________________________________________________________________
 MK0215* NAD 83(1986) POSITION- 41 44 30.     (N) 096 06 50.     (W)   SCALED
 MK0215* NAVD 88 ORTHO HEIGHT -   313.732 (meters)     1029.30  (feet) ADJUSTED
 MK0215  ______________________________________________________________________
 MK0215  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 MK0215  DYNAMIC HEIGHT  -        313.605 (meters)     1028.89  (feet) COMP
 MK0215  MODELED GRAVITY -    980,208.8   (mgal)                       NAVD 88
 MK0215
 MK0215  VERT ORDER      -  SECOND    CLASS 0
 MK0215
 MK0215.The horizontal coordinates were scaled from a map and have
 MK0215.an estimated accuracy of +/- 6 seconds.
 MK0215
 MK0215.The orthometric height was determined by differential leveling and
 MK0215.adjusted by the NATIONAL GEODETIC SURVEY
 MK0215.in June 1991.
 MK0215
 MK0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0215.GEOID18 height accuracy estimate available here.
 MK0215
 MK0215.Click photographs - Photos may exist for this station.
 MK0215
 MK0215.The dynamic height is computed by dividing the NAVD 88
 MK0215.geopotential number by the normal gravity value computed on the
 MK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0215.degrees latitude (g = 980.6199 gals.).
 MK0215
 MK0215.The modeled gravity was interpolated from observed gravity values.
 MK0215
 MK0215;                    North         East    Units  Estimated Accuracy
 MK0215;SPC NE       -   219,140.      823,050.      MT  (+/- 180 meters Scaled)
 MK0215
 MK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM399251(NAD 83)
 MK0215
 MK0215                          SUPERSEDED SURVEY CONTROL
 MK0215
 MK0215  NGVD 29 (??/??/92)  313.590  (m)         1028.84   (f) ADJ UNCH    2 0
 MK0215
 MK0215.Superseded values are not recommended for survey control.
 MK0215
 MK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0215.See file dsdata.pdf to determine how the superseded data were derived.
 MK0215
 MK0215_MARKER: DD = SURVEY DISK
 MK0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0215_SP_SET: MAPLE TREE
 MK0215_STAMPING: 8.47 4R 46
 MK0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0215
 MK0215  HISTORY     - Date     Condition        Report By
 MK0215  HISTORY     - UNK      MONUMENTED       USACE
 MK0215  HISTORY     - 1948     GOOD             CGS
 MK0215
 MK0215                          STATION DESCRIPTION
 MK0215
 MK0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0215'8 MI SE FROM TEKAMAH.
 MK0215'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0215'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0215'AND 1.5 MILE EAST ALONG GRAVEL ROADS, ABOUT 0.1 MILE WEST OF THE
 MK0215'POINT WHERE THE ROAD MAKES TURN TO SOUTHEAST AS IT APPROACHES
 MK0215'BULLARD BEND IN THE MISSOURI RIVER, 210.0 FEET (PACED) WEST OF
 MK0215'A WHITE FARM DWELLING, 26.0 FEET NORTH OF THE CENTER LINE OF
 MK0215'THE ROAD, 14.0 FEET SOUTH OF THE EDGE OF A FIELD, SET HORIZONTALLY
 MK0215'IN A SHELF CUT IN THE TOP OF A ROOT ON THE SOUTHEAST SIDE OF A
 MK0215'48-INCH MAPLE TREE, ABOUT 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1147 ***********************************************************************
 LH1147  DESIGNATION -  80 1
 LH1147  PID         -  LH1147
 LH1147  STATE/COUNTY-  NE/HALL
 LH1147  COUNTRY     -  US
 LH1147  USGS QUAD   -  DONIPHAN (2017)
 LH1147
 LH1147                         *CURRENT SURVEY CONTROL
 LH1147  ______________________________________________________________________
 LH1147* NAD 83(1995) POSITION- 40 49 11.93101(N) 098 22 06.82861(W)   ADJUSTED
 LH1147* NAVD 88 ORTHO HEIGHT -   573.    (meters)     1880.    (feet) SCALED
 LH1147  ______________________________________________________________________
 LH1147  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 LH1147  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LH1147  HORZ ORDER      -  SECOND
 LH1147
 LH1147.The horizontal coordinates were established by classical geodetic methods
 LH1147.and adjusted by the National Geodetic Survey in August 1997.
 LH1147
 LH1147.The orthometric height was scaled from a topographic map.
 LH1147
 LH1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1147.GEOID18 height accuracy estimate available here.
 LH1147
 LH1147.Click photographs - Photos may exist for this station.
 LH1147
 LH1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1147
 LH1147. The following values were computed from the NAD 83(1995) position.
 LH1147
 LH1147;                    North         East     Units Scale Factor Converg.
 LH1147;SPC NE       -   110,843.300   637,588.622   MT  0.99972971   +1 04 52.1
 LH1147;SPC NE       -   363,658.39  2,091,822.00   sFT  0.99972971   +1 04 52.1
 LH1147;UTM  14      - 4,518,965.348   553,249.159   MT  0.99963490   +0 24 46.0
 LH1147
 LH1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1147!SPC NE       -   0.99991402  x   0.99972971  =   0.99964375
 LH1147!UTM  14      -   0.99991402  x   0.99963490  =   0.99954895
 LH1147
 LH1147:                Primary Azimuth Mark                     Grid Az
 LH1147:SPC NE       -  80 1 AZ MK                               179 00 11.6
 LH1147:UTM  14      -  80 1 AZ MK                               179 40 17.7
 LH1147
 LH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5324918965(NAD 83)
 LH1147
 LH1147|---------------------------------------------------------------------|
 LH1147| PID    Reference Object                     Distance      Geod. Az  |
 LH1147|                                                           dddmmss.s |
 LH1147| LH1148 80 1 AZ MK                          APPROX. 1.9 KM 1800503.7 |
 LH1147|---------------------------------------------------------------------|
 LH1147
 LH1147                          SUPERSEDED SURVEY CONTROL
 LH1147
 LH1147  NAD 83(1986)-  40 49 11.93875(N)    098 22 06.83024(W) AD(       ) 2
 LH1147  NAD 27      -  40 49 11.89070(N)    098 22 05.60910(W) AD(       ) 2
 LH1147
 LH1147.Superseded values are not recommended for survey control.
 LH1147
 LH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1147.See file dsdata.pdf to determine how the superseded data were derived.
 LH1147
 LH1147_MARKER: DE = TRAVERSE STATION DISK
 LH1147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH1147_STAMPING: 80-1 1959
 LH1147_MARK LOGO: CGS
 LH1147_MAGNETIC: P = MARKER IS A STEEL PIPE
 LH1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1147
 LH1147  HISTORY     - Date     Condition        Report By
 LH1147  HISTORY     - 1959     MONUMENTED       CGS
 LH1147
 LH1147                          STATION DESCRIPTION
 LH1147
 LH1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1147'THIS IS A TELLUROMETER TRAVERSE STATION.  NO REFERENCE MARKS WERE
 LH1147'ESTABLISHED NOR INTERSECTION POINTS OBSERVED UPON.
 LH1147'
 LH1147'STATION IS LOCATED 5.5 MILES, AIRLINE, SOUTH OF GRAND ISLAND ON
 LH1147'THE RIGHT OF WAY OF THE UNION PACIFIC R.R. BRANCH LINE TO HASTINGS.
 LH1147'
 LH1147'THE STATION IS IN A MOTOR CAR PULL OUT, 11.3 FEET EAST OF THE
 LH1147'EAST RAIL, 266 FEET SOUTH OF THE SOUTH END OF A R.R. TRESTLE,
 LH1147'22-1/2 RAIL LENGTHS NORTH OF ANOTHER TRESTLE, 37.4 FEET WEST OF
 LH1147'THE EAST RIGHT OF WAY FENCE, 70.2 FEET WEST OF A TELEPHONE POLE
 LH1147'AND IS MARKED WITH A 36 INCH LENGTH OF CONCRETE FILLED TRANSITE
 LH1147'PIPE WITH STANDARD TRAVERSE DISK SET IN TOP.
 LH1147'
 LH1147'THE MARK IS LEVEL WITH THE GROUND SURFACE AND STAMPED 80-1 1959.
 LH1147'
 LH1147'REACHED FROM GRAND ISLAND VIA WEST SECOND STREET (US 30) TO
 LH1147'THE SW END OF VIADUCT, THENCE CONTINUE SW FOR 0.65 MILES, TURN
 LH1147'LEFT, SOUTH, GO 6.5 MILES, TURN LEFT, E., GO THROUGH WIRE GATE AND
 LH1147'ON FARM ROAD FOR 0.2 MILES TO TWO GATE AT THE RAILROAD CROSSING,
 LH1147'PASS THROUGH BOTH GATES AND DRIVE LEFT, NORTH BETWEEN TRACKS AND
 LH1147'WEST RIGHT OF WAY FENCE LINE FOR 0.15 MILES TO STATION SITE.
 LH1147'
 LH1147'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1330 ***********************************************************************
 LH1330  DESIGNATION -  80 10
 LH1330  PID         -  LH1330
 LH1330  STATE/COUNTY-  NE/BUFFALO
 LH1330  COUNTRY     -  US
 LH1330  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1330
 LH1330                         *CURRENT SURVEY CONTROL
 LH1330  ______________________________________________________________________
 LH1330* NAD 83(1995) POSITION- 40 41 40.55086(N) 099 22 46.67000(W)   ADJUSTED
 LH1330* NAVD 88 ORTHO HEIGHT -   686.6   (meters)     2253.    (feet) VERTCON
 LH1330  ______________________________________________________________________
 LH1330  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 LH1330  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 LH1330  HORZ ORDER      -  SECOND
 LH1330
 LH1330.The horizontal coordinates were established by classical geodetic methods
 LH1330.and adjusted by the National Geodetic Survey in August 1997.
 LH1330
 LH1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1330
 LH1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1330.GEOID18 height accuracy estimate available here.
 LH1330
 LH1330.Click photographs - Photos may exist for this station.
 LH1330
 LH1330.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1330
 LH1330. The following values were computed from the NAD 83(1995) position.
 LH1330
 LH1330;                    North         East     Units Scale Factor Converg.
 LH1330;SPC NE       -    95,813.060   552,421.936   MT  0.99975802   +0 24 40.0
 LH1330;SPC NE       -   314,346.68  1,812,404.30   sFT  0.99975802   +0 24 40.0
 LH1330;UTM  14      - 4,504,924.668   467,925.538   MT  0.99961266   -0 14 51.1
 LH1330
 LH1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1330!SPC NE       -   0.99989613  x   0.99975802  =   0.99965418
 LH1330!UTM  14      -   0.99989613  x   0.99961266  =   0.99950883
 LH1330
 LH1330:                Primary Azimuth Mark                     Grid Az
 LH1330:SPC NE       -  80 10 AZ MK                              182 54 46.9
 LH1330:UTM  14      -  80 10 AZ MK                              183 34 18.0
 LH1330
 LH1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6792504924(NAD 83)
 LH1330
 LH1330|---------------------------------------------------------------------|
 LH1330| PID    Reference Object                     Distance      Geod. Az  |
 LH1330|                                                           dddmmss.s |
 LH1330| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX. 8.0 KM 0381409.7 |
 LH1330| CN8423 80 10 AZ MK                                        1831926.9 |
 LH1330| CN8424 80 10 RM 1                           25.328 METERS 25406     |
 LH1330| CN8425 80 10 RM 2                           60.738 METERS 33857     |
 LH1330|---------------------------------------------------------------------|
 LH1330
 LH1330                          SUPERSEDED SURVEY CONTROL
 LH1330
 LH1330  NAD 83(1986)-  40 41 40.55738(N)    099 22 46.67239(W) AD(       ) 2
 LH1330  NAD 27      -  40 41 40.52180(N)    099 22 45.31610(W) AD(       ) 2
 LH1330  NGVD 29 (07/19/86)  686.3    (m)         2252.     (f) VERT ANG       
 LH1330
 LH1330.Superseded values are not recommended for survey control.
 LH1330
 LH1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1330.See file dsdata.pdf to determine how the superseded data were derived.
 LH1330
 LH1330_MARKER: DS = TRIANGULATION STATION DISK
 LH1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1330_STAMPING: 80-10 1959
 LH1330_MARK LOGO: CGS
 LH1330_PROJECTION: RECESSED 20 CENTIMETERS
 LH1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1330+STABILITY: SURFACE MOTION
 LH1330
 LH1330  HISTORY     - Date     Condition        Report By
 LH1330  HISTORY     - 1959     MONUMENTED       CGS
 LH1330  HISTORY     - 20060118 MARK NOT FOUND   NEDR
 LH1330
 LH1330                          STATION DESCRIPTION
 LH1330
 LH1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1330'STATION IS LOCATED 1.5 MILE SOUTH OF ELM CREEK ON THE RIGHT-OF-WAY
 LH1330'OF STATE HIGHWAY 183 IN THE SOUTHWEST CORNER OF THE NORTHWEST
 LH1330'1/4 SECTION 4, T 8 N, R 18 W.
 LH1330'
 LH1330'STATION, STAMPED 80-10 1959, SET ABOUT 8 INCHES BELOW THE SURFACE
 LH1330'OF THE GROUND.  IT IS 39.0 FEET EAST OF THE CENTERLINE OF THE
 LH1330'ROAD, 209.0 FEET NORTH OF THE NORTH ONE OF A ROW OF COTTONWOOD
 LH1330'TREES AND 84.0 FEET NORTHEAST OF TELEPHONE POLE 10.
 LH1330'
 LH1330'R.M. 1, STAMPED 80-10 NO 1 1959, PROTRUDES ABOUT 5 INCHES.  IT
 LH1330'IS 2.0 FEET NORTH OF TELEPHONE POLE 10 AND 39.6 FEET WEST OF
 LH1330'THE CENTERLINE OF THE ROAD.
 LH1330'
 LH1330'R.M. 2, STAMPED 80-10 NO 2 1959, SET FLUSH WITH THE SURFACE OF
 LH1330'THE GROUND.  IT IS 1.5 FEET SOUTH OF A TELEPHONE POLE, 40.0 FEET
 LH1330'WEST OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION AS
 LH1330'THE STATION.
 LH1330'
 LH1330'AZIMUTH MARK, STAMPED 80-10 1959, PROJECTS ABOUT 4 INCHES.  IT
 LH1330'IS 1.5 FEET EAST OF A FENCE CORNER POST, 7.0 FEET SOUTH OF THE
 LH1330'CENTERLINE OF THE DRIVEWAY LEADING TO A DUMP YARD AND 37.0 FEET
 LH1330'WEST OF THE CENTERLINE OF STATE HIGHWAY 183.
 LH1330'
 LH1330'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 LH1330'HIGHWAY 183 FOR 0.55 MILE TO THE MARK ON THE RIGHT, AT THE
 LH1330'ENTRANCE TO THE DUMP YARD.
 LH1330'
 LH1330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 LH1330'STATE HIGHWAY 183 IN ELM CREEK, GO SOUTH ON STATE HIGHWAY 183 FOR
 LH1330'1.65 MILES TO THE STATION ON THE LEFT, EAST SIDE OF THE ROAD.
 LH1330
 LH1330                          STATION RECOVERY (2006)
 LH1330
 LH1330'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LH1330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1329 ***********************************************************************
 LH1329  DESIGNATION -  80 10 A
 LH1329  PID         -  LH1329
 LH1329  STATE/COUNTY-  NE/DAWSON
 LH1329  COUNTRY     -  US
 LH1329  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1329
 LH1329                         *CURRENT SURVEY CONTROL
 LH1329  ______________________________________________________________________
 LH1329* NAD 83(1995) POSITION- 40 41 53.42776(N) 099 27 15.89115(W)   ADJUSTED
 LH1329* NAVD 88 ORTHO HEIGHT -   694.6   (meters)     2279.    (feet) VERTCON
 LH1329  ______________________________________________________________________
 LH1329  GEOID HEIGHT    -        -24.307 (meters)                     GEOID18
 LH1329  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 LH1329  HORZ ORDER      -  SECOND
 LH1329
 LH1329.The horizontal coordinates were established by classical geodetic methods
 LH1329.and adjusted by the National Geodetic Survey in August 1997.
 LH1329
 LH1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1329
 LH1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1329.GEOID18 height accuracy estimate available here.
 LH1329
 LH1329.Click photographs - Photos may exist for this station.
 LH1329
 LH1329.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1329
 LH1329. The following values were computed from the NAD 83(1995) position.
 LH1329
 LH1329;                    North         East     Units Scale Factor Converg.
 LH1329;SPC NE       -    96,167.555   546,100.215   MT  0.99975715   +0 21 41.6
 LH1329;SPC NE       -   315,509.72  1,791,663.79   sFT  0.99975715   +0 21 41.6
 LH1329;UTM  14      - 4,505,351.707   461,609.205   MT  0.99961814   -0 17 46.7
 LH1329
 LH1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1329!SPC NE       -   0.99989487  x   0.99975715  =   0.99965205
 LH1329!UTM  14      -   0.99989487  x   0.99961814  =   0.99951305
 LH1329
 LH1329:                Primary Azimuth Mark                     Grid Az
 LH1329:SPC NE       -  80 10 A AZ MK                            181 35 49.0
 LH1329:UTM  14      -  80 10 A AZ MK                            182 15 17.3
 LH1329
 LH1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6160905351(NAD 83)
 LH1329
 LH1329|---------------------------------------------------------------------|
 LH1329| PID    Reference Object                     Distance      Geod. Az  |
 LH1329|                                                           dddmmss.s |
 LH1329| CN8426 80 10 A RM 1                         15.740 METERS 00355     |
 LH1329| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.12.7 KM 0622630.5 |
 LH1329| CN8427 80 10 A RM 2                         95.340 METERS 14907     |
 LH1329| LH1331 80 10 A AZ MK                       APPROX. 0.5 KM 1815730.6 |
 LH1329|---------------------------------------------------------------------|
 LH1329
 LH1329                          SUPERSEDED SURVEY CONTROL
 LH1329
 LH1329  NAD 83(1986)-  40 41 53.43423(N)    099 27 15.89388(W) AD(       ) 2
 LH1329  NAD 27      -  40 41 53.40230(N)    099 27 14.52540(W) AD(       ) 2
 LH1329  NGVD 29 (07/19/86)  694.3    (m)         2278.     (f) VERT ANG       
 LH1329
 LH1329.Superseded values are not recommended for survey control.
 LH1329
 LH1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1329.See file dsdata.pdf to determine how the superseded data were derived.
 LH1329
 LH1329_MARKER: DS = TRIANGULATION STATION DISK
 LH1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1329_STAMPING: 80 10 A 1959
 LH1329_MARK LOGO: CGS
 LH1329_PROJECTION: FLUSH
 LH1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1329+STABILITY: SURFACE MOTION
 LH1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1329+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2010
 LH1329
 LH1329  HISTORY     - Date     Condition        Report By
 LH1329  HISTORY     - 1959     MONUMENTED       CGS
 LH1329  HISTORY     - 20100529 GOOD             INDIV
 LH1329
 LH1329                          STATION DESCRIPTION
 LH1329
 LH1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1329'STATION IS LOCATED ABOUT 3 MILES ALONG U.S. HIGHWAY 30 AND 2 MILES
 LH1329'SOUTH FROM OVERTON AND IN SECTION 2, T 8 N AND R 19 W.
 LH1329'
 LH1329'STATION, STAMPED 80-10 A 1959, IT IS A ROUND CONCRETE POST SET
 LH1329'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.0 FEET EAST TO
 LH1329'A NORTH-SOUTH FENCE, 32.5 FEET WEST TO THE CENTERLINE OF THE ROAD,
 LH1329'26.7 FEET SOUTH TO THE INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 LH1329'FENCE ON THE EAST SIDE OF THE ROAD AND 114.1 FEET NORTH-NORTHEAST
 LH1329'TO POWERLINE POLE IN FENCE LINE ON THE EAST SIDE OF THE ROAD.
 LH1329'
 LH1329'R.M. 1, STAMPED 80-10 A NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1329'OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.  IT
 LH1329'IS 0.5 FOOT EAST TO THE NORTH-SOUTH FENCE LINE, 35.0 FEET WEST
 LH1329'TO THE CENTERLINE OF THE ROAD, 62.6 FEET NORTH TO A POWERLINE POLE
 LH1329'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LH1329'
 LH1329'R.M. 2, STAMPED 80-10 A NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1329'OF A CONCRETE FILLED TRANSITE PIPE THAT IS 30 INCHES LONG AND
 LH1329'PROTRUDES ABOUT 1 FOOT.  IT IS 154.5 FEET WEST TO A POWERLINE
 LH1329'POLE, 157.8 FEET WEST TO A FENCE CORNER POST AT THE INTERSECTION
 LH1329'OF THE EAST-WEST NORTH-SOUTH FENCE LINE AND 191.9 FEET WEST OF
 LH1329'THE CENTERLINE OF THE ROAD.
 LH1329'
 LH1329'AZIMUTH MARK, STAMPED 80-10 A 1959, PROTRUDES ABOUT 4 INCHES.  IT
 LH1329'IS 54.4 FEET NORTH OF A T FENCE CORNER POST, 25.5 FEET WEST OF
 LH1329'THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT EAST OF A FENCE
 LH1329'CORNER POST.
 LH1329'
 LH1329'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE
 LH1329'TO THE MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 LH1329'
 LH1329'TO REACH THE STATION FROM THE SECTION LINE ROAD AT THE WEST EDGE
 LH1329'OF ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 3.0 MILES, TURN
 LH1329'LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.8 MILES TO A DEAD END
 LH1329'ROAD, TURN RIGHT, GO WEST ON SECTION LINE ROAD FOR 0.4 MILE TO
 LH1329'A SIDE ROAD ON THE LEFT, TURN LEFT, GO SOUTH ON TRACK ROAD FOR
 LH1329'0.15 MILE TO THE STATION ON THE LEFT, EAST SIDE OF THE ROAD.
 LH1329
 LH1329                          STATION RECOVERY (2010)
 LH1329
 LH1329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (VSB)
 LH1329'ALSO RECOVERED R.M.1 IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1331 ***********************************************************************
 LH1331  DESIGNATION -  80 10 A AZ MK
 LH1331  PID         -  LH1331
 LH1331  STATE/COUNTY-  NE/DAWSON
 LH1331  COUNTRY     -  US
 LH1331  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1331
 LH1331                         *CURRENT SURVEY CONTROL
 LH1331  ______________________________________________________________________
 LH1331* NAD 83(1995) POSITION- 40 41 36.71993(N) 099 27 16.64178(W)   ADJUSTED
 LH1331* NAVD 88 ORTHO HEIGHT -   694.6   (meters)     2279.    (feet) VERTCON
 LH1331  ______________________________________________________________________
 LH1331  GEOID HEIGHT    -        -24.318 (meters)                     GEOID18
 LH1331  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 LH1331  HORZ ORDER      -  SECOND
 LH1331
 LH1331.The horizontal coordinates were established by classical geodetic methods
 LH1331.and adjusted by the National Geodetic Survey in August 1997.
 LH1331
 LH1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1331
 LH1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1331.GEOID18 height accuracy estimate available here.
 LH1331
 LH1331.Click photographs - Photos may exist for this station.
 LH1331
 LH1331.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1331
 LH1331. The following values were computed from the NAD 83(1995) position.
 LH1331
 LH1331;                    North         East     Units Scale Factor Converg.
 LH1331;SPC NE       -    95,652.198   546,085.847   MT  0.99975828   +0 21 41.1
 LH1331;SPC NE       -   313,818.92  1,791,616.65   sFT  0.99975828   +0 21 41.1
 LH1331;UTM  14      - 4,504,836.620   461,588.924   MT  0.99961816   -0 17 47.1
 LH1331
 LH1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1331!SPC NE       -   0.99989487  x   0.99975828  =   0.99965318
 LH1331!UTM  14      -   0.99989487  x   0.99961816  =   0.99951307
 LH1331
 LH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6158804836(NAD 83)
 LH1331
 LH1331                          SUPERSEDED SURVEY CONTROL
 LH1331
 LH1331  NAD 83(1986)-  40 41 36.72639(N)    099 27 16.64450(W) AD(       ) 2
 LH1331  NAD 27      -  40 41 36.69420(N)    099 27 15.27640(W) AD(       ) 2
 LH1331  NGVD 29 (07/19/86)  694.3    (m)         2278.     (f) VERT ANG       
 LH1331
 LH1331.Superseded values are not recommended for survey control.
 LH1331
 LH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1331.See file dsdata.pdf to determine how the superseded data were derived.
 LH1331
 LH1331_MARKER: DZ = AZIMUTH MARK DISK
 LH1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1331_STAMPING: 80-10 A 1959
 LH1331_MARK LOGO: CGS
 LH1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1331+STABILITY: SURFACE MOTION
 LH1331
 LH1331  HISTORY     - Date     Condition        Report By
 LH1331  HISTORY     - 1959     MONUMENTED       CGS
 LH1331
 LH1331                          STATION DESCRIPTION
 LH1331
 LH1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LH1331'TO REACH THE STATION FROM THE SECTION LINE ROAD AT THE WEST EDGE
 LH1331'OF ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 3.0 MILES, TURN
 LH1331'LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.8 MILES TO A DEAD END
 LH1331'ROAD, TURN RIGHT, GO WEST ON SECTION LINE ROAD FOR 0.4 MILE TO
 LH1331'A SIDE ROAD ON THE LEFT, TURN LEFT, GO SOUTH ON TRACK ROAD FOR
 LH1331'0.15 MILE TO THE STATION 80-10 A ON THE LEFT, EAST SIDE OF
 LH1331'THE ROAD.  CONTINUE SOUTH FOR 0.3 MILE
 LH1331'TO THE MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 LH1331'
 LH1331'AZIMUTH MARK, STAMPED 80-10 A 1959, PROTRUDES ABOUT 4 INCHES.  IT
 LH1331'IS 54.4 FEET NORTH OF A T FENCE CORNER POST, 25.5 FEET WEST OF
 LH1331'THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT EAST OF A FENCE
 LH1331'CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1052 ***********************************************************************
 LH1052  DESIGNATION -  80 11
 LH1052  PID         -  LH1052
 LH1052  STATE/COUNTY-  NE/DAWSON
 LH1052  COUNTRY     -  US
 LH1052  USGS QUAD   -  OVERTON (2017)
 LH1052
 LH1052                         *CURRENT SURVEY CONTROL
 LH1052  ______________________________________________________________________
 LH1052* NAD 83(1995) POSITION- 40 41 38.81152(N) 099 32 26.30122(W)   ADJUSTED
 LH1052* NAVD 88 ORTHO HEIGHT -   702.66  (+/-2cm)     2305.3   (feet) VERTCON
 LH1052  ______________________________________________________________________
 LH1052  GEOID HEIGHT    -        -24.252 (meters)                     GEOID18
 LH1052  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LH1052  HORZ ORDER      -  SECOND
 LH1052  VERT ORDER      -  THIRD ? (See Below)
 LH1052
 LH1052.The horizontal coordinates were established by classical geodetic methods
 LH1052.and adjusted by the National Geodetic Survey in August 1997.
 LH1052
 LH1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1052
 LH1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1052.GEOID18 height accuracy estimate available here.
 LH1052
 LH1052.The vertical order pertains to the NGVD 29 superseded value.
 LH1052
 LH1052.Click photographs - Photos may exist for this station.
 LH1052
 LH1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1052
 LH1052. The following values were computed from the NAD 83(1995) position.
 LH1052
 LH1052;                    North         East     Units Scale Factor Converg.
 LH1052;SPC NE       -    95,674.466   538,816.952   MT  0.99975814   +0 18 15.9
 LH1052;SPC NE       -   313,891.98  1,767,768.62   sFT  0.99975814   +0 18 15.9
 LH1052;UTM  14      - 4,504,942.270   454,321.755   MT  0.99962568   -0 21 09.1
 LH1052
 LH1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1052!SPC NE       -   0.99989359  x   0.99975814  =   0.99965176
 LH1052!UTM  14      -   0.99989359  x   0.99962568  =   0.99951931
 LH1052
 LH1052:                Primary Azimuth Mark                     Grid Az
 LH1052:SPC NE       -  80 11 AZ MK                              356 25 52.5
 LH1052:UTM  14      -  80 11 AZ MK                              357 05 17.5
 LH1052
 LH1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5432104942(NAD 83)
 LH1052
 LH1052|---------------------------------------------------------------------|
 LH1052| PID    Reference Object                     Distance      Geod. Az  |
 LH1052|                                                           dddmmss.s |
 LH1052| CN8429 80 11 RM 1                            8.284 METERS 02722     |
 LH1052| CN8430 80 11 RM 2                            6.409 METERS 14235     |
 LH1052| CN8428 80 11 AZ MK                                        3564408.4 |
 LH1052|---------------------------------------------------------------------|
 LH1052
 LH1052                          SUPERSEDED SURVEY CONTROL
 LH1052
 LH1052  NAD 83(1986)-  40 41 38.81790(N)    099 32 26.30422(W) AD(       ) 2
 LH1052  NAD 27      -  40 41 38.78900(N)    099 32 24.92210(W) AD(       ) 2
 LH1052  NGVD 29             702.39   (m)         2304.4    (f) LEVELING    3  
 LH1052
 LH1052.Superseded values are not recommended for survey control.
 LH1052
 LH1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1052.See file dsdata.pdf to determine how the superseded data were derived.
 LH1052
 LH1052_MARKER: DS = TRIANGULATION STATION DISK
 LH1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1052_STAMPING: 80-11 1959
 LH1052_MARK LOGO: CGS
 LH1052_PROJECTION: RECESSED 5 CENTIMETERS
 LH1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1052+STABILITY: SURFACE MOTION
 LH1052
 LH1052  HISTORY     - Date     Condition        Report By
 LH1052  HISTORY     - 1959     MONUMENTED       CGS
 LH1052
 LH1052                          STATION DESCRIPTION
 LH1052
 LH1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1052'STATION IS LOCATED 3.4 MILES SOUTH OF OVERTON IN SECTION
 LH1052'1, T 8 N, R 20 W.
 LH1052'
 LH1052'STATION, STAMPED 80-11 1959, IS SET ABOUT 2 INCHES BELOW
 LH1052'THE SURFACE OF THE GROUND.  IT IS 13.5 FEET WEST OF THE
 LH1052'NORTH-SOUTH FENCE ON THE EAST SIDE OF THE ROAD, 36.0 FEET
 LH1052'EAST OF THE CENTERLINE OF THE ROAD, 13.0 FEET WEST OF A
 LH1052'STEEL FENCE POST AND 38.2 FEET NORTHWEST OF A TELEPHONE POLE.
 LH1052'
 LH1052'R.M. 1, STAMPED 80-11 NO 1 1959, SET FLUSH WITH THE SURFACE
 LH1052'OF THE GROUND.  IT IS 49.1 FEET EAST OF THE CENTERLINE OF
 LH1052'THE ROAD, 23.5 FEET NORTH OF A STEEL FENCE POST, 0.6 FEET
 LH1052'WEST OF THE FENCE ON THE EAST SIDE OF THE ROAD AND ABOUT
 LH1052'3 FEET ABOVE THE ELEVATION OF THE STATION.
 LH1052'
 LH1052'R.M. 2, STAMPED 80-11 NO 2 1959, SET FLUSH WITH THE SURFACE
 LH1052'OF THE GROUND.  IT IS 48.8 FEET EAST OF THE CENTERLINE OF
 LH1052'THE ROAD, 18.6 FEET NORTH OF A TELEPHONE POLE, 16.2 FEET
 LH1052'SOUTH OF A STEEL FENCE POST, 1.0 FOOT WEST OF THE FENCE
 LH1052'AND ABOUT 4 FEET ABOVE THE ELEVATION OF THE STATION.
 LH1052'
 LH1052'AZIMUTH MARK, STAMPED 80-11 1959, SET FLUSH WITH THE SURFACE
 LH1052'OF THE GROUND.  IT IS 40.0 FEET SOUTH OF THE CENTERLINE
 LH1052'OF THE ROAD, 46.9 FEET WEST OF THE CENTERLINE OF THE SURFACED
 LH1052'ROAD, BETWEEN TWO LARGE POWERLINE POLES, 5.7 FEET SOUTH
 LH1052'OF THE NORTH POLE AND 7.9 FEET NORTH OF THE SOUTH POLE.
 LH1052'
 LH1052'TO REACH THE STATION FROM OVERTON, GO SOUTH ON SURFACED
 LH1052'ROAD FOR 2.75 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 LH1052'ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON SURFACED ROAD
 LH1052'FOR 0.4 MILE TO THE STATION ON THE LEFT, EAST SIDE OF THE
 LH1052'ROAD.  STATION IS IN THE BARROW OF THE DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1053 ***********************************************************************
 LH1053  DESIGNATION -  80 11 A
 LH1053  PID         -  LH1053
 LH1053  STATE/COUNTY-  NE/DAWSON
 LH1053  COUNTRY     -  US
 LH1053  USGS QUAD   -  OVERTON (2017)
 LH1053
 LH1053                         *CURRENT SURVEY CONTROL
 LH1053  ______________________________________________________________________
 LH1053* NAD 83(1995) POSITION- 40 42 05.24730(N) 099 36 59.94323(W)   ADJUSTED
 LH1053* NAVD 88 ORTHO HEIGHT -   711.9   (meters)     2336.    (feet) VERTCON
 LH1053  ______________________________________________________________________
 LH1053  GEOID HEIGHT    -        -24.161 (meters)                     GEOID18
 LH1053  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LH1053  HORZ ORDER      -  SECOND
 LH1053
 LH1053.The horizontal coordinates were established by classical geodetic methods
 LH1053.and adjusted by the National Geodetic Survey in August 1997.
 LH1053
 LH1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1053
 LH1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1053.GEOID18 height accuracy estimate available here.
 LH1053
 LH1053.Click photographs - Photos may exist for this station.
 LH1053
 LH1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1053
 LH1053. The following values were computed from the NAD 83(1995) position.
 LH1053
 LH1053;                    North         East     Units Scale Factor Converg.
 LH1053;SPC NE       -    96,458.413   532,390.238   MT  0.99975635   +0 15 14.6
 LH1053;SPC NE       -   316,463.98  1,746,683.64   sFT  0.99975635   +0 15 14.6
 LH1053;UTM  14      - 4,505,799.699   447,905.266   MT  0.99963340   -0 24 07.7
 LH1053
 LH1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1053!SPC NE       -   0.99989213  x   0.99975635  =   0.99964851
 LH1053!UTM  14      -   0.99989213  x   0.99963340  =   0.99952557
 LH1053
 LH1053:                Primary Azimuth Mark                     Grid Az
 LH1053:SPC NE       -  RADIO STATION KRVN WEST MAST             000 55 57.9
 LH1053:UTM  14      -  RADIO STATION KRVN WEST MAST             001 35 20.2
 LH1053
 LH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4790505799(NAD 83)
 LH1053
 LH1053|---------------------------------------------------------------------|
 LH1053| PID    Reference Object                     Distance      Geod. Az  |
 LH1053|                                                           dddmmss.s |
 LH1053| LH1042 RADIO STATION KRVN WEST MAST        APPROX. 5.5 KM 0011112.5 |
 LH1053| CN8431 80 11 A RM 1                         11.707 METERS 03913     |
 LH1053| CN8432 80 11 A RM 2                         12.844 METERS 15238     |
 LH1053|---------------------------------------------------------------------|
 LH1053
 LH1053                          SUPERSEDED SURVEY CONTROL
 LH1053
 LH1053  NAD 83(1986)-  40 42 05.25364(N)    099 36 59.94642(W) AD(       ) 2
 LH1053  NAD 27      -  40 42 05.22650(N)    099 36 58.55080(W) AD(       ) 2
 LH1053  NGVD 29 (07/19/86)  711.6    (m)         2335.     (f) VERT ANG       
 LH1053
 LH1053.Superseded values are not recommended for survey control.
 LH1053
 LH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1053.See file dsdata.pdf to determine how the superseded data were derived.
 LH1053
 LH1053_MARKER: DS = TRIANGULATION STATION DISK
 LH1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1053_STAMPING: 80-11 A 1959
 LH1053_MARK LOGO: CGS
 LH1053_PROJECTION: RECESSED 20 CENTIMETERS
 LH1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1053+STABILITY: SURFACE MOTION
 LH1053
 LH1053  HISTORY     - Date     Condition        Report By
 LH1053  HISTORY     - 1959     MONUMENTED       CGS
 LH1053
 LH1053                          STATION DESCRIPTION
 LH1053
 LH1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1053'STATION IS LOCATED 5 MILES (AIRLINE) SOUTHWEST OF OVERTON
 LH1053'IN SECTION 33, T 9 N, R 20 W.
 LH1053'
 LH1053'STATION, STAMPED 80-11 A 1959, A STANDARD DISK SET IN THE
 LH1053'TOP OF A ROUND CONCRETE POST THAT IS ABOUT 8 INCHES BELOW
 LH1053'THE SURFACE OF THE GROUND.  IT IS 18.5 FEET WEST OF THE
 LH1053'NORTH-SOUTH FENCE LINE, 9.0 FEET EAST OF THE CENTERLINE
 LH1053'OF THE TRACK ROAD AND 24.5 FEET NORTHWEST OF THE FENCE.
 LH1053'
 LH1053'R.M. 1, STAMPED 80-11 A NO 1 1959, A STANDARD DISK SET IN
 LH1053'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 3
 LH1053'INCHES.  IT IS 27.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH1053'1.5 FEET NORTH-NORTHWEST OF THE FENCE, 0.5 FOOT WEST OF THE
 LH1053'FENCE AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 LH1053'
 LH1053'R.M. 2, STAMPED 80-11 A NO 2 1959, A STANDARD DISK SET IN
 LH1053'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 2
 LH1053'INCHES.  IT IS 27.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH1053'1.5 FEET SOUTHWEST OF A FENCE POST AND 0.5 FOOT WEST OF
 LH1053'THE FENCE.
 LH1053'
 LH1053'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OVERTON,
 LH1053'GO WEST ON U.S. HIGHWAY 30 FOR 4.2 MILES, TURN LEFT, GO
 LH1053'SOUTH ON SECTION LINE ROAD (AT KRVN TWIN RADIO MASTS) FOR
 LH1053'3.2 MILES TO THE STATION SITE, APPROXIMATELY 0.25 MILE FROM
 LH1053'THE DEAD END ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1062 ***********************************************************************
 LH1062  DESIGNATION -  80 11 B
 LH1062  PID         -  LH1062
 LH1062  STATE/COUNTY-  NE/DAWSON
 LH1062  COUNTRY     -  US
 LH1062  USGS QUAD   -  BERTRAND NW (2017)
 LH1062
 LH1062                         *CURRENT SURVEY CONTROL
 LH1062  ______________________________________________________________________
 LH1062* NAD 83(1995) POSITION- 40 42 52.42392(N) 099 40 26.43648(W)   ADJUSTED
 LH1062* NAVD 88 ORTHO HEIGHT -   718.3   (meters)     2357.    (feet) VERTCON
 LH1062  ______________________________________________________________________
 LH1062  GEOID HEIGHT    -        -24.059 (meters)                     GEOID18
 LH1062  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 LH1062  HORZ ORDER      -  SECOND
 LH1062
 LH1062.The horizontal coordinates were established by classical geodetic methods
 LH1062.and adjusted by the National Geodetic Survey in August 1997.
 LH1062
 LH1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1062
 LH1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1062.GEOID18 height accuracy estimate available here.
 LH1062
 LH1062.Click photographs - Photos may exist for this station.
 LH1062
 LH1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1062
 LH1062. The following values were computed from the NAD 83(1995) position.
 LH1062
 LH1062;                    North         East     Units Scale Factor Converg.
 LH1062;SPC NE       -    97,893.410   527,538.335   MT  0.99975320   +0 12 57.7
 LH1062;SPC NE       -   321,171.96  1,730,765.35   sFT  0.99975320   +0 12 57.7
 LH1062;UTM  14      - 4,507,289.970   443,070.680   MT  0.99963989   -0 26 22.8
 LH1062
 LH1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1062!SPC NE       -   0.99989111  x   0.99975320  =   0.99964434
 LH1062!UTM  14      -   0.99989111  x   0.99963989  =   0.99953104
 LH1062
 LH1062:                Primary Azimuth Mark                     Grid Az
 LH1062:SPC NE       -  80 11 B AZ MK                            178 55 21.6
 LH1062:UTM  14      -  80 11 B AZ MK                            179 34 42.1
 LH1062
 LH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4307007289(NAD 83)
 LH1062
 LH1062|---------------------------------------------------------------------|
 LH1062| PID    Reference Object                     Distance      Geod. Az  |
 LH1062|                                                           dddmmss.s |
 LH1062| LH1042 RADIO STATION KRVN WEST MAST        APPROX. 6.4 KM 0505218.2 |
 LH1062| CN8433 80 11 B RM 1                         11.734 METERS 14801     |
 LH1062| LH1063 80 11 B AZ MK                       APPROX. 0.6 KM 1790819.3 |
 LH1062| CN8434 80 11 B RM 2                          8.943 METERS 25238     |
 LH1062|---------------------------------------------------------------------|
 LH1062
 LH1062                          SUPERSEDED SURVEY CONTROL
 LH1062
 LH1062  NAD 83(1986)-  40 42 52.43029(N)    099 40 26.43992(W) AD(       ) 2
 LH1062  NAD 27      -  40 42 52.40530(N)    099 40 25.03440(W) AD(       ) 2
 LH1062  NGVD 29 (07/19/86)  718.0    (m)         2356.     (f) VERT ANG       
 LH1062
 LH1062.Superseded values are not recommended for survey control.
 LH1062
 LH1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1062.See file dsdata.pdf to determine how the superseded data were derived.
 LH1062
 LH1062_MARKER: DS = TRIANGULATION STATION DISK
 LH1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1062_STAMPING: 80-11 B 1959
 LH1062_MARK LOGO: CGS
 LH1062_PROJECTION: FLUSH
 LH1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1062+STABILITY: SURFACE MOTION
 LH1062
 LH1062  HISTORY     - Date     Condition        Report By
 LH1062  HISTORY     - 1959     MONUMENTED       CGS
 LH1062  HISTORY     - 1964     GOOD             LOCENG
 LH1062
 LH1062                          STATION DESCRIPTION
 LH1062
 LH1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1062'STATION IS LOCATED 6 MILES SOUTHEAST OF LEXINGTON IN THE
 LH1062'SOUTHEAST CORNER OF THE SOUTHEAST 1/4 SECTION 26, T 9 N
 LH1062'AND R 21 W.
 LH1062'
 LH1062'STATION, STAMPED 80-11 B 1959, A STANDARD DISK SET IN THE
 LH1062'TOP OF A ROUND CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE
 LH1062'OF THE GROUND.  IT IS 8.5 FEET NORTH OF A STEEL FENCE POST,
 LH1062'10.2 FEET NORTH OF THE NORTHWEST END OF A BOARD GATE AND
 LH1062'32.8 FEET SOUTHWEST OF SOUTH ONE OF A ROW OF COTTONWOOD TREES.
 LH1062'
 LH1062'R.M. 1, STAMPED 80-11 B NO 1 1959, A STANDARD DISK SET IN
 LH1062'THE TOP OF ROUND CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1062'IT IS 31.3 FEET SOUTHEAST OF A FENCE (STEEL) POST, 6.2 FEET
 LH1062'SOUTH OF A FENCE CORNER POST, 5 INCHES WEST OF THE NORTH-SOUTH
 LH1062'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 LH1062'
 LH1062'R.M. 2, STAMPED 80-11 B NO 2 1959, A STANDARD DISK SET IN THE
 LH1062'TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 3 INCHES.
 LH1062'IT IS 30.9 FEET WEST OF A FENCE CORNER POST, 28.4 FEET WEST OF
 LH1062'A STEEL FENCE POST, 21.4 FEET WEST OF A FENCE POST, 8 INCHES
 LH1062'NORTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 LH1062'STATION.
 LH1062'
 LH1062'AZIMUTH MARK, STAMPED 80-11 B 1959, A STANDARD DISK SET IN THE
 LH1062'TOP OF A SQUARE CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1062'IT IS 8 INCHES WEST OF A NORTH-SOUTH FENCE, 1.0 FOOT WEST OF A
 LH1062'STEEL FENCE POST, 296 FEET NORTH OF A T FENCE CORNER POST
 LH1062'AND 115.6 FEET EAST OF POWERLINE POLE 55.
 LH1062'
 LH1062'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4 MILE
 LH1062'TO THE MARK AS DESCRIBED.
 LH1062'
 LH1062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 LH1062'AND U.S. HIGHWAY 283 IN LEXINGTON, GO EAST ON U.S. HIGHWAY 30 FOR
 LH1062'4.0 MILES, TURN RIGHT, GO SOUTH ON SECTION LINE ROAD FOR 3.25
 LH1062'MILES TO THE END OF THE ROAD AND THE STATION AS DESCRIBED.
 LH1062
 LH1062                          STATION RECOVERY (1964)
 LH1062
 LH1062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MSF)
 LH1062'(STATION) 80-11B 1959 RECOVERED GOOD.
 LH1062'
 LH1062'(R.M.1) 80-11B NO 1 1959 RECOVERED GOOD.
 LH1062'
 LH1062'R.M. 2 AND AZ. MK. NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1063 ***********************************************************************
 LH1063  DESIGNATION -  80 11 B AZ MK
 LH1063  PID         -  LH1063
 LH1063  STATE/COUNTY-  NE/DAWSON
 LH1063  COUNTRY     -  US
 LH1063  USGS QUAD   -  BERTRAND NW (2017)
 LH1063
 LH1063                         *CURRENT SURVEY CONTROL
 LH1063  ______________________________________________________________________
 LH1063* NAD 83(1995) POSITION- 40 42 31.68100(N) 099 40 26.02668(W)   ADJUSTED
 LH1063* NAVD 88 ORTHO HEIGHT -   718.3   (meters)     2357.    (feet) VERTCON
 LH1063  ______________________________________________________________________
 LH1063  GEOID HEIGHT    -        -24.076 (meters)                     GEOID18
 LH1063  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 LH1063  HORZ ORDER      -  SECOND
 LH1063
 LH1063.The horizontal coordinates were established by classical geodetic methods
 LH1063.and adjusted by the National Geodetic Survey in August 1997.
 LH1063
 LH1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1063
 LH1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1063.GEOID18 height accuracy estimate available here.
 LH1063
 LH1063.Click photographs - Photos may exist for this station.
 LH1063
 LH1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1063
 LH1063. The following values were computed from the NAD 83(1995) position.
 LH1063
 LH1063;                    North         East     Units Scale Factor Converg.
 LH1063;SPC NE       -    97,253.756   527,550.364   MT  0.99975457   +0 12 58.0
 LH1063;SPC NE       -   319,073.36  1,730,804.82   sFT  0.99975457   +0 12 58.0
 LH1063;UTM  14      - 4,506,650.293   443,075.388   MT  0.99963988   -0 26 22.3
 LH1063
 LH1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1063!SPC NE       -   0.99989112  x   0.99975457  =   0.99964571
 LH1063!UTM  14      -   0.99989112  x   0.99963988  =   0.99953104
 LH1063
 LH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4307506650(NAD 83)
 LH1063
 LH1063                          SUPERSEDED SURVEY CONTROL
 LH1063
 LH1063  NAD 83(1986)-  40 42 31.68733(N)    099 40 26.03011(W) AD(       ) 2
 LH1063  NAD 27      -  40 42 31.66210(N)    099 40 24.62500(W) AD(       ) 2
 LH1063  NGVD 29 (07/19/86)  718.0    (m)         2356.     (f) VERT ANG       
 LH1063
 LH1063.Superseded values are not recommended for survey control.
 LH1063
 LH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1063.See file dsdata.pdf to determine how the superseded data were derived.
 LH1063
 LH1063_MARKER: DZ = AZIMUTH MARK DISK
 LH1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1063_STAMPING: 80-11 B 1959
 LH1063_MARK LOGO: CGS
 LH1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1063+STABILITY: SURFACE MOTION
 LH1063
 LH1063  HISTORY     - Date     Condition        Report By
 LH1063  HISTORY     - 1959     MONUMENTED       CGS
 LH1063
 LH1063                          STATION DESCRIPTION
 LH1063
 LH1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LH1063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 LH1063'AND U.S. HIGHWAY 283 IN LEXINGTON, GO EAST ON U.S. HIGHWAY 30 FOR
 LH1063'4.0 MILES, TURN RIGHT, GO SOUTH ON SECTION LINE ROAD FOR 3.25
 LH1063'MILES TO THE END OF THE ROAD AND CONTINUE SOUTH FOR 0.4 MILE
 LH1063'TO THE STATION AS DESCRIBED.
 LH1063'
 LH1063'AZIMUTH MARK, STAMPED 80-11 B 1959, A STANDARD DISK SET IN THE
 LH1063'TOP OF A SQUARE CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1063'IT IS 8 INCHES WEST OF A NORTH-SOUTH FENCE, 1.0 FOOT WEST OF A
 LH1063'STEEL FENCE POST, 296 FEET NORTH OF A T FENCE CORNER POST
 LH1063'AND 115.6 FEET EAST OF POWERLINE POLE 55.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1061 ***********************************************************************
 LH1061  DESIGNATION -  80 12
 LH1061  PID         -  LH1061
 LH1061  STATE/COUNTY-  NE/DAWSON
 LH1061  COUNTRY     -  US
 LH1061  USGS QUAD   -  BERTRAND NW (2017)
 LH1061
 LH1061                         *CURRENT SURVEY CONTROL
 LH1061  ______________________________________________________________________
 LH1061* NAD 83(1995) POSITION- 40 44 24.95386(N) 099 44 28.94750(W)   ADJUSTED
 LH1061* NAVD 88 ORTHO HEIGHT -   727.12  (+/-2cm)     2385.6   (feet) VERTCON
 LH1061  ______________________________________________________________________
 LH1061  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 LH1061  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LH1061  HORZ ORDER      -  SECOND
 LH1061  VERT ORDER      -  THIRD ? (See Below)
 LH1061
 LH1061.The horizontal coordinates were established by classical geodetic methods
 LH1061.and adjusted by the National Geodetic Survey in August 1997.
 LH1061
 LH1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1061
 LH1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1061.GEOID18 height accuracy estimate available here.
 LH1061
 LH1061.The vertical order pertains to the NGVD 29 superseded value.
 LH1061
 LH1061.Click photographs - Photos may exist for this station.
 LH1061
 LH1061.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1061
 LH1061. The following values were computed from the NAD 83(1995) position.
 LH1061
 LH1061;                    North         East     Units Scale Factor Converg.
 LH1061;SPC NE       -   100,727.701   521,839.159   MT  0.99974716   +0 10 17.0
 LH1061;SPC NE       -   330,470.80  1,712,067.31   sFT  0.99974716   +0 10 17.0
 LH1061;UTM  14      - 4,510,188.965   437,404.903   MT  0.99964823   -0 29 01.9
 LH1061
 LH1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1061!SPC NE       -   0.99988971  x   0.99974716  =   0.99963689
 LH1061!UTM  14      -   0.99988971  x   0.99964823  =   0.99953797
 LH1061
 LH1061:                Primary Azimuth Mark                     Grid Az
 LH1061:SPC NE       -  80 12 AZ MK                              008 25 21.8
 LH1061:UTM  14      -  80 12 AZ MK                              009 04 40.7
 LH1061
 LH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3740410188(NAD 83)
 LH1061
 LH1061|---------------------------------------------------------------------|
 LH1061| PID    Reference Object                     Distance      Geod. Az  |
 LH1061|                                                           dddmmss.s |
 LH1061| CN8435 80 12 AZ MK                                        0083538.8 |
 LH1061| CN8436 80 12 RM 1                           32.146 METERS 02711     |
 LH1061| LH1042 RADIO STATION KRVN WEST MAST        APPROX.10.7 KM 0833859.7 |
 LH1061| CN8437 80 12 RM 2                           26.020 METERS 10840     |
 LH1061| LH0791 B 24                                 80.569 METERS 20219     |
 LH1061| LH1077 DARR                                APPROX.11.2 KM 3091032.6 |
 LH1061| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX. 5.9 KM 3351116.0 |
 LH1061|---------------------------------------------------------------------|
 LH1061
 LH1061                          SUPERSEDED SURVEY CONTROL
 LH1061
 LH1061  NAD 83(1986)-  40 44 24.96032(N)    099 44 28.95122(W) AD(       ) 2
 LH1061  NAD 27      -  40 44 24.93810(N)    099 44 27.53260(W) AD(       ) 2
 LH1061  NGVD 29             726.84   (m)         2384.6    (f) LEVELING    3  
 LH1061
 LH1061.Superseded values are not recommended for survey control.
 LH1061
 LH1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1061.See file dsdata.pdf to determine how the superseded data were derived.
 LH1061
 LH1061_MARKER: DS = TRIANGULATION STATION DISK
 LH1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1061_STAMPING: 80-12 1959
 LH1061_MARK LOGO: CGS
 LH1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1061+STABILITY: SURFACE MOTION
 LH1061
 LH1061  HISTORY     - Date     Condition        Report By
 LH1061  HISTORY     - 1959     MONUMENTED       CGS
 LH1061  HISTORY     - 1965     MARK NOT FOUND   CGS
 LH1061  HISTORY     - 1968     MARK NOT FOUND   CGS
 LH1061
 LH1061                          STATION DESCRIPTION
 LH1061
 LH1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1061'STATION IS LOCATED 2 MILES SOUTH OF LEXINGTON, ON THE
 LH1061'RIGHT-OF-WAY OF U.S. HIGHWAY 283 AND AT THE SOUTH END OF A
 LH1061'CONCRETE BRIDGE.
 LH1061'
 LH1061'STATION, STAMPED 80-12 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A SQUARE CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS 9.9
 LH1061'FEET EAST TO A NORTH-SOUTH FENCE, 8.4 FEET SOUTH TO AN EAST-WEST
 LH1061'FENCE, 40.0 FEET WEST TO THE CENTERLINE OF THE ROAD AND 11.9
 LH1061'FEET SOUTHEAST TO A TELEPHONE POLE IN THE FENCE CORNER.
 LH1061'
 LH1061'R.M. 1, STAMPED 80-12 NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 49.9
 LH1061'FEET WEST OF THE CENTERLINE OF THE ROAD, 42.3 FEET SOUTHWEST OF
 LH1061'THE NORTHEAST CORNER OF THE EAST PARAPET WALL ON THE EAST SIDE
 LH1061'OF THE ROAD, 111 FEET SOUTH TO THE FENCE CORNER POST AND 5
 LH1061'INCHES WEST OF THE FENCE.
 LH1061'
 LH1061'R.M. 2, STAMPED 80-12 NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A CONCRETE POST THAT PROTRUDES ABOUT 3 INCHES.  IT IS
 LH1061'75.5 FEET WEST TO THE FENCE CORNER POST, 93.5 FEET WEST TO FENCE
 LH1061'CORNER POST, 13.9 FEET WEST TO A TELEPHONE POLE AND 4 INCHES SOUTH
 LH1061'TO THE EAST-WEST FENCE LINE.
 LH1061'
 LH1061'R.M. 3, STAMPED B 24 1933, A STANDARD BENCH MARK DISK SET IN
 LH1061'THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LH1061'SURFACE OF THE GROUND.  IT IS 39.5 FEET WEST TO THE CENTERLINE
 LH1061'OF THE ROAD, 32.3 FEET SOUTH TO A POWERLINE POLE, 31.6 FEET
 LH1061'EAST TO THE NORTH GATE POST OF THE NORTH GATE AND 32.8 FEET NORTH
 LH1061'TO AN UNDERGROUND CABLE MARKER FOR THE NORTHWESTERN BELL
 LH1061'TELEPHONE CO.
 LH1061'
 LH1061'AZIMUTH MARK, STAMPED 80-12 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A CONCRETE POST THAT PROTRUDES ABOUT 3 INCHES.  IT IS
 LH1061'41.7 FEET WEST TO THE CENTERLINE OF THE ROAD, 33.7 FEET
 LH1061'NORTH-NORTHWEST TO A POWERLINE POLE WITH A TRANSFORMER AND 13.9
 LH1061'FEET NORTH TO AN EAST-WEST ROW OF TREES BORDERING THE SOUTH SIDE
 LH1061'OF THE FARM YARD.
 LH1061'
 LH1061'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LH1061'SURFACED ROAD FOR 0.5 MILE TO THE MARK ON THE EAST SIDE OF
 LH1061'THE ROAD.
 LH1061'
 LH1061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LH1061'30 AND U.S. HIGHWAY 283, GO SOUTH ON U.S. HIGHWAY 283 FOR 2.25
 LH1061'MILE TO THE STATION ON THE LEFT, AT RIGHT ANGLE OF FENCES ON
 LH1061'THE EAST SIDE OF THE ROAD.
 LH1061
 LH1061                          STATION RECOVERY (1965)
 LH1061
 LH1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 LH1061'A THOROUGH SEARCH WAS MADE FOR THESE MARKS, BUT THEY WERE
 LH1061'NOT RECOVERED.  IT WAS REPORTED IN MAY, 1965 THAT ALL THE
 LH1061'MARKS FOR THIS STATION WERE DESTROYED EXCEPT THE AZIMUTH
 LH1061'MARK.  THIS REPORT WAS RECEIVED FROM MR. M.S. FERRIS, UTILITY
 LH1061'DATA CORP., KANSAS CITY 8, MISSOURI.
 LH1061
 LH1061                          STATION RECOVERY (1968)
 LH1061
 LH1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1061'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LH1061'AND BENCH MARK B 24 1933, WERE DESTROYED BY ROAD CONSTRUCTION
 LH1061'WHEN OVERPASS WAS CONSTRUCTED OVER THE INTERSTATE HIGHWAY.
 LH1061'THE AZIMUTH MARK WAS DESTROYED WHEN U.S. HIGHWAY 283 WAS
 LH1061'WIDENED.
 LH1061'
 LH1061'THIS STATION SHOULD BE CONSIDERED DESTROYED.
 LH1061'
 LH1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2.0 MILES
 LH1061'SOUTH OF LEXINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1075 ***********************************************************************
 LH1075  DESIGNATION -  80 12 A
 LH1075  PID         -  LH1075
 LH1075  STATE/COUNTY-  NE/DAWSON
 LH1075  COUNTRY     -  US
 LH1075  USGS QUAD   -  LEXINGTON WEST (2017)
 LH1075
 LH1075                         *CURRENT SURVEY CONTROL
 LH1075  ______________________________________________________________________
 LH1075* NAD 83(1995) POSITION- 40 45 37.24270(N) 099 48 22.29950(W)   ADJUSTED
 LH1075* NAVD 88 ORTHO HEIGHT -   734.6   (meters)     2410.    (feet) VERTCON
 LH1075  ______________________________________________________________________
 LH1075  GEOID HEIGHT    -        -23.819 (meters)                     GEOID18
 LH1075  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LH1075  HORZ ORDER      -  SECOND
 LH1075
 LH1075.The horizontal coordinates were established by classical geodetic methods
 LH1075.and adjusted by the National Geodetic Survey in August 1997.
 LH1075
 LH1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1075
 LH1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1075.GEOID18 height accuracy estimate available here.
 LH1075
 LH1075.Click photographs - Photos may exist for this station.
 LH1075
 LH1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1075
 LH1075. The following values were computed from the NAD 83(1995) position.
 LH1075
 LH1075;                    North         East     Units Scale Factor Converg.
 LH1075;SPC NE       -   102,942.696   516,360.570   MT  0.99974258   +0 07 42.4
 LH1075;SPC NE       -   337,737.83  1,694,092.97   sFT  0.99974258   +0 07 42.4
 LH1075;UTM  14      - 4,512,466.238   431,952.498   MT  0.99965699   -0 31 35.0
 LH1075
 LH1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1075!SPC NE       -   0.99988852  x   0.99974258  =   0.99963113
 LH1075!UTM  14      -   0.99988852  x   0.99965699  =   0.99954555
 LH1075
 LH1075:                Primary Azimuth Mark                     Grid Az
 LH1075:SPC NE       -  80 12 A AZ MK                            358 47 39.6
 LH1075:UTM  14      -  80 12 A AZ MK                            359 26 57.0
 LH1075
 LH1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3195212466(NAD 83)
 LH1075
 LH1075|---------------------------------------------------------------------|
 LH1075| PID    Reference Object                     Distance      Geod. Az  |
 LH1075|                                                           dddmmss.s |
 LH1075| CN8439 80 12 A RM 1                         11.699 METERS 00850     |
 LH1075| CN8440 80 12 A RM 2                         13.962 METERS 28445     |
 LH1075| CN8438 80 12 A AZ MK                                      3585522.0 |
 LH1075|---------------------------------------------------------------------|
 LH1075
 LH1075                          SUPERSEDED SURVEY CONTROL
 LH1075
 LH1075  NAD 83(1986)-  40 45 37.24927(N)    099 48 22.30341(W) AD(       ) 2
 LH1075  NAD 27      -  40 45 37.22510(N)    099 48 20.87020(W) AD(       ) 2
 LH1075  NGVD 29 (07/19/86)  734.3    (m)         2409.     (f) VERT ANG       
 LH1075
 LH1075.Superseded values are not recommended for survey control.
 LH1075
 LH1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1075.See file dsdata.pdf to determine how the superseded data were derived.
 LH1075
 LH1075_MARKER: DS = TRIANGULATION STATION DISK
 LH1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1075_STAMPING: 80-12 A 1959
 LH1075_MARK LOGO: CGS
 LH1075_PROJECTION: FLUSH
 LH1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1075+STABILITY: SURFACE MOTION
 LH1075
 LH1075  HISTORY     - Date     Condition        Report By
 LH1075  HISTORY     - 1959     MONUMENTED       CGS
 LH1075
 LH1075                          STATION DESCRIPTION
 LH1075
 LH1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1075'STATION IS LOCATED 3.5 MILES (AIRLINE) SOUTHWEST OF LEXINGTON,
 LH1075'NEAR THE EXTREME SOUTH END OF A CLOSED SECTION LINE ROAD,
 LH1075'APPROXIMATELY 1700 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LH1075'SOUTHWEST 1/4 SECTION 11, T 9 N AND R 22 W.
 LH1075'
 LH1075'STATION, STAMPED 80-12 A 1959, A STANDARD DISK SET IN THE TOP
 LH1075'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 LH1075'18.5 FEET SOUTH-SOUTHEAST TO CORNER FENCE POST AT THE
 LH1075'NORTH END OF THE GATE, 6.0 FEET EAST TO A NORTH-SOUTH FENCE
 LH1075'LINE ON THE EAST SIDE OF THE ROAD AND 119.5 FEET EAST TO
 LH1075'SOUTH ONE OF A PAIR OF POWERLINE POLES CARRYING 3 LINES,
 LH1075'NORTH POLE OF THE SET IS 437.
 LH1075'
 LH1075'R.M. 1, STAMPED 80-12 A NO 1 1959, A STANDARD DISK SET IN
 LH1075'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 4 INCHES.
 LH1075'IT IS 23.0 FEET NORTHEAST TO THE CENTERLINE OF 3 LINE POWER
 LH1075'LINE, 1 FOOT EAST TO NORTH-SOUTH FENCE LINE ON THE EAST SIDE
 LH1075'OF THE ROAD AND 55.6 FEET SOUTH TO A FENCE CORNER POST AT THE
 LH1075'NORTH END OF THE GATE.
 LH1075'
 LH1075'R.M. 2, STAMPED, 80-12 A NO 2 1959, A STANDARD DISK SET IN
 LH1075'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1075'IT IS 38.8 FEET SOUTH TO A FENCE CORNER POST, 1.9 FEET
 LH1075'SOUTHEAST TO NORTH GATE POST AND 1 FOOT WEST TO THE NORTH-SOUTH
 LH1075'FENCE ON THE WEST SIDE OF THE ROAD.
 LH1075'
 LH1075'AZIMUTH MARK, STAMPED 80-12 A 1959, A STANDARD DISK SET IN THE
 LH1075'TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 5 INCHES.
 LH1075'IT IS 216.5 FEET SOUTH TO A FENCE CORNER POST AT THE INTERSECT
 LH1075'OF NORTH-SOUTH EAST-WEST FENCE LINE AND 1 FOOT WEST TO THE
 LH1075'NORTH-SOUTH FENCE.
 LH1075'
 LH1075'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.2
 LH1075'MILE TO THE MARK IN THE NORTH-SOUTH FENCE LINE ON THE IRRIGATION
 LH1075'DITCH.
 LH1075'
 LH1075'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 LH1075'U.S. HIGHWAY 283 IN LEXINGTON, GO SOUTH ON U.S. HIGHWAY 283 FOR
 LH1075'1.2 MILES, TURN RIGHT, GO WEST FOR 2.4 MILES, TURN RIGHT,
 LH1075'GO NORTH FOR 0.5 MILE, TURN LEFT, GO WEST FOR 0.6 MILE TO
 LH1075'A FARM HOUSE, FOLLOW ROAD (FARM) WEST AND SOUTH FOR 0.7 MILE
 LH1075'TO THE END OF A LANE, GATE AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1073 ***********************************************************************
 LH1073  DESIGNATION -  80 12 B
 LH1073  PID         -  LH1073
 LH1073  STATE/COUNTY-  NE/DAWSON
 LH1073  COUNTRY     -  US
 LH1073  USGS QUAD   -  LEXINGTON WEST (2017)
 LH1073
 LH1073                         *CURRENT SURVEY CONTROL
 LH1073  ______________________________________________________________________
 LH1073* NAD 83(1995) POSITION- 40 46 08.42239(N) 099 49 34.69829(W)   ADJUSTED
 LH1073* NAVD 88 ORTHO HEIGHT -   739.1   (meters)     2425.    (feet) VERTCON
 LH1073  ______________________________________________________________________
 LH1073  GEOID HEIGHT    -        -23.782 (meters)                     GEOID18
 LH1073  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 LH1073  HORZ ORDER      -  SECOND
 LH1073
 LH1073.The horizontal coordinates were established by classical geodetic methods
 LH1073.and adjusted by the National Geodetic Survey in August 1997.
 LH1073
 LH1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1073
 LH1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1073.GEOID18 height accuracy estimate available here.
 LH1073
 LH1073.Click photographs - Photos may exist for this station.
 LH1073
 LH1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1073
 LH1073. The following values were computed from the NAD 83(1995) position.
 LH1073
 LH1073;                    North         East     Units Scale Factor Converg.
 LH1073;SPC NE       -   103,900.639   514,660.942   MT  0.99974065   +0 06 54.4
 LH1073;SPC NE       -   340,880.68  1,688,516.77   sFT  0.99974065   +0 06 54.4
 LH1073;UTM  14      - 4,513,443.460   430,264.068   MT  0.99965986   -0 32 22.6
 LH1073
 LH1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1073!SPC NE       -   0.99988781  x   0.99974065  =   0.99962849
 LH1073!UTM  14      -   0.99988781  x   0.99965986  =   0.99954771
 LH1073
 LH1073:                Primary Azimuth Mark                     Grid Az
 LH1073:SPC NE       -  80 12 A                                  119 24 23.5
 LH1073:UTM  14      -  80 12 A                                  120 03 40.5
 LH1073
 LH1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3026413443(NAD 83)
 LH1073
 LH1073|---------------------------------------------------------------------|
 LH1073| PID    Reference Object                     Distance      Geod. Az  |
 LH1073|                                                           dddmmss.s |
 LH1073| CN8441 80 12 B RM 1                         36.975 METERS 02000     |
 LH1073| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX. 5.2 KM 0653135.0 |
 LH1073| CN8442 80 12 B RM 2                         49.551 METERS 10241     |
 LH1073| LH1075 80 12 A                             APPROX. 2.0 KM 1193117.9 |
 LH1073|---------------------------------------------------------------------|
 LH1073
 LH1073                          SUPERSEDED SURVEY CONTROL
 LH1073
 LH1073  NAD 83(1986)-  40 46 08.42908(N)    099 49 34.70234(W) AD(       ) 2
 LH1073  NAD 27      -  40 46 08.40950(N)    099 49 33.27780(W) AD(       ) 2
 LH1073  NGVD 29 (07/19/86)  738.8    (m)         2424.     (f) VERT ANG       
 LH1073
 LH1073.Superseded values are not recommended for survey control.
 LH1073
 LH1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1073.See file dsdata.pdf to determine how the superseded data were derived.
 LH1073
 LH1073_MARKER: DS = TRIANGULATION STATION DISK
 LH1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1073_STAMPING: 80-12 B 1959
 LH1073_MARK LOGO: CGS
 LH1073_PROJECTION: FLUSH
 LH1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1073+STABILITY: SURFACE MOTION
 LH1073
 LH1073  HISTORY     - Date     Condition        Report By
 LH1073  HISTORY     - 1959     MONUMENTED       CGS
 LH1073
 LH1073                          STATION DESCRIPTION
 LH1073
 LH1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1073'STATION IS LOCATED 4 MILES WEST OF LEXINGTON, IN AN UNFENCED
 LH1073'PASTURE LAND, APPROXIMATELY 1200 FEET SOUTH AND 265 FEET WEST
 LH1073'OF THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SECTION 9, T 9 N
 LH1073'AND R 22 W.
 LH1073'
 LH1073'STATION, STAMPED 80-12 B 1959, A STANDARD DISK SET IN THE
 LH1073'TOP OF A ROUND CONCRETE POST THAT IS SET FLUSH WITH THE
 LH1073'GROUND.  IT IS 114.0 FEET NORTH TO THE SOUTH ONE OF A DOUBLE
 LH1073'SET OF POWERLINE POLES, (NORTH POLE IS 427) 9.0 FEET
 LH1073'SOUTH-SOUTHWEST TO EDGE OF BANK AT THE OLD RIVER BED AND
 LH1073'264.8 FEET WEST-NORTHWEST TO THE NORTHEAST CORNER OF TILE
 LH1073'SLAUGHTER HOUSE.
 LH1073'
 LH1073'R.M. 1, STAMPED 80-12 B NO 1 1959, A STANDARD DISK SET IN
 LH1073'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES.
 LH1073'IT IS 7.7 FEET SOUTH-SOUTHEAST TO THE SOUTH ONE OF THE DOUBLE
 LH1073'POWERLINE POLES, 7.0 FEET NORTH-NORTHEAST TO THE NORTH ONE OF
 LH1073'THE POWERLINE POLES.
 LH1073'
 LH1073'R.M. 2, STAMPED 80-12 B NO 2 1959, A STANDARD DISK SET IN THE
 LH1073'TOP OF A ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS
 LH1073'2.0 FEET EAST TO A NORTH-SOUTH FENCE LINE, 5.0 FEET EAST
 LH1073'TO THE POWERLINE POLE AND 41.6 FEET SOUTHEAST TO THE NORTHWEST
 LH1073'CORNER OF THE PUMP HOUSE.
 LH1073'
 LH1073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 LH1073'U.S. HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY 30 FOR 5.2
 LH1073'MILES TO A CROSSROAD, (DARR BRIDGE ROAD) TURN LEFT, GO SOUTH
 LH1073'FOR 1.8 MILES TO ROAD FORK, (0.2 MILE BEFORE REACHING THE
 LH1073'PLATTE RIVER BRIDGE) TAKE THE LEFT FORK AND GO SOUTHEAST
 LH1073'FOR 0.95 MILE, TURN RIGHT, ON FARM ROAD, AT WEST END OF
 LH1073'CULTIVATED FIELD AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO
 LH1073'THE TILE SLAUGHTER HOUSE, PASS TO THE LEFT OF THE SLAUGHTER
 LH1073'HOUSE FOR 265 FEET TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1076 ***********************************************************************
 LH1076  DESIGNATION -  80 12 C
 LH1076  PID         -  LH1076
 LH1076  STATE/COUNTY-  NE/DAWSON
 LH1076  COUNTRY     -  US
 LH1076  USGS QUAD   -  LEXINGTON WEST (2017)
 LH1076
 LH1076                         *CURRENT SURVEY CONTROL
 LH1076  ______________________________________________________________________
 LH1076* NAD 83(1995) POSITION- 40 47 20.39846(N) 099 51 47.37112(W)   ADJUSTED
 LH1076* NAVD 88 ORTHO HEIGHT -   742.2   (meters)     2435.    (feet) VERTCON
 LH1076  ______________________________________________________________________
 LH1076  GEOID HEIGHT    -        -23.699 (meters)                     GEOID18
 LH1076  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 LH1076  HORZ ORDER      -  SECOND
 LH1076
 LH1076.The horizontal coordinates were established by classical geodetic methods
 LH1076.and adjusted by the National Geodetic Survey in August 1997.
 LH1076
 LH1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1076
 LH1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1076.GEOID18 height accuracy estimate available here.
 LH1076
 LH1076.Click photographs - Photos may exist for this station.
 LH1076
 LH1076.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1076
 LH1076. The following values were computed from the NAD 83(1995) position.
 LH1076
 LH1076;                    North         East     Units Scale Factor Converg.
 LH1076;SPC NE       -   106,114.724   511,546.759   MT  0.99973626   +0 05 26.5
 LH1076;SPC NE       -   348,144.72  1,678,299.66   sFT  0.99973626   +0 05 26.5
 LH1076;UTM  14      - 4,515,692.810   427,175.620   MT  0.99966527   -0 33 50.1
 LH1076
 LH1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1076!SPC NE       -   0.99988731  x   0.99973626  =   0.99962360
 LH1076!UTM  14      -   0.99988731  x   0.99966527  =   0.99955261
 LH1076
 LH1076:                Primary Azimuth Mark                     Grid Az
 LH1076:SPC NE       -  80 12 B                                  125 24 42.4
 LH1076:UTM  14      -  80 12 B                                  126 03 59.0
 LH1076
 LH1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2717515692(NAD 83)
 LH1076
 LH1076|---------------------------------------------------------------------|
 LH1076| PID    Reference Object                     Distance      Geod. Az  |
 LH1076|                                                           dddmmss.s |
 LH1076| LH1077 DARR                                APPROX. 2.3 KM 0445010.3 |
 LH1076| LH1073 80 12 B                             APPROX. 3.8 KM 1253008.9 |
 LH1076| CN8443 80 12 C RM 1                          9.027 METERS 17810     |
 LH1076| CN8444 80 12 C RM 2                         11.330 METERS 26830     |
 LH1076|---------------------------------------------------------------------|
 LH1076
 LH1076                          SUPERSEDED SURVEY CONTROL
 LH1076
 LH1076  NAD 83(1986)-  40 47 20.40541(N)    099 51 47.37531(W) AD(       ) 2
 LH1076  NAD 27      -  40 47 20.38260(N)    099 51 45.94250(W) AD(       ) 2
 LH1076  NGVD 29 (07/19/86)  741.9    (m)         2434.     (f) VERT ANG       
 LH1076
 LH1076.Superseded values are not recommended for survey control.
 LH1076
 LH1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1076.See file dsdata.pdf to determine how the superseded data were derived.
 LH1076
 LH1076_MARKER: DS = TRIANGULATION STATION DISK
 LH1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1076_STAMPING: 80-12 C 1959
 LH1076_MARK LOGO: CGS
 LH1076_PROJECTION: RECESSED 13 CENTIMETERS
 LH1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1076+STABILITY: SURFACE MOTION
 LH1076
 LH1076  HISTORY     - Date     Condition        Report By
 LH1076  HISTORY     - 1959     MONUMENTED       CGS
 LH1076
 LH1076                          STATION DESCRIPTION
 LH1076
 LH1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1076'STATION IS LOCATED 6 MILES WEST OF LEXINGTON, APPROXIMATELY
 LH1076'600 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 LH1076'1/4 SECTION 32, T 9 N AND R 22 W.
 LH1076'
 LH1076'STATION, STAMPED 80-12 C 1959, A STANDARD DISK SET IN THE TOP
 LH1076'OF A ROUND CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE
 LH1076'OF THE GROUND.  IT IS 29.9 FEET SOUTH-SOUTHEAST TO A POWERLINE
 LH1076'POLE, 19.8 FEET WEST TO THE CENTERLINE OF THE ROAD AND 37.7
 LH1076'FEET WEST TO THE NORTH-SOUTH FENCE LINE.
 LH1076'
 LH1076'R.M. 1, STAMPED 80-12 C NO 1 1959, A STANDARD DISK SET IN
 LH1076'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.
 LH1076'IT IS 2.0 FEET SOUTHEAST TO A POWERLINE POLE,
 LH1076'21.2 FEET WEST TO THE CENTERLINE OF THE ROAD AND 38.9 FEET
 LH1076'WEST TO THE NORTH-SOUTH FENCE LINE ON THE WEST SIDE OF THE ROAD.
 LH1076'
 LH1076'R.M. 2, STAMPED 80-12 C NO 2 1959, A STANDARD DISK SET IN THE
 LH1076'TOP OF A ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS 17.4
 LH1076'FEET EAST TO THE CENTERLINE OF THE ROAD AND 0.5 FEET WEST TO
 LH1076'THE NORTH-SOUTH FENCE LINE ON THE WEST SIDE OF THE ROAD.
 LH1076'
 LH1076'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 LH1076'AND U.S. HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY
 LH1076'30 FOR 7.0 MILES, (1.35 MILES EAST OF THE RAILROAD DEPOT IN DARR)
 LH1076'TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.45 MILES TO
 LH1076'THE STATION SITE WHICH IS UNDER A TRANSMISSION LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1078 ***********************************************************************
 LH1078  DESIGNATION -  80 12 D
 LH1078  PID         -  LH1078
 LH1078  STATE/COUNTY-  NE/DAWSON
 LH1078  COUNTRY     -  US
 LH1078  USGS QUAD   -  COZAD (2017)
 LH1078
 LH1078                         *CURRENT SURVEY CONTROL
 LH1078  ______________________________________________________________________
 LH1078* NAD 83(1995) POSITION- 40 48 12.78462(N) 099 53 15.30024(W)   ADJUSTED
 LH1078* NAVD 88 ORTHO HEIGHT -   745.0   (meters)     2444.    (feet) VERTCON
 LH1078  ______________________________________________________________________
 LH1078  GEOID HEIGHT    -        -23.638 (meters)                     GEOID18
 LH1078  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LH1078  HORZ ORDER      -  SECOND
 LH1078
 LH1078.The horizontal coordinates were established by classical geodetic methods
 LH1078.and adjusted by the National Geodetic Survey in August 1997.
 LH1078
 LH1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1078
 LH1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1078.GEOID18 height accuracy estimate available here.
 LH1078
 LH1078.Click photographs - Photos may exist for this station.
 LH1078
 LH1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1078
 LH1078. The following values were computed from the NAD 83(1995) position.
 LH1078
 LH1078;                    North         East     Units Scale Factor Converg.
 LH1078;SPC NE       -   107,727.290   509,483.684   MT  0.99973315   +0 04 28.2
 LH1078;SPC NE       -   353,435.28  1,671,531.05   sFT  0.99973315   +0 04 28.2
 LH1078;UTM  14      - 4,517,328.729   425,131.240   MT  0.99966899   -0 34 48.1
 LH1078
 LH1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1078!SPC NE       -   0.99988686  x   0.99973315  =   0.99962004
 LH1078!UTM  14      -   0.99988686  x   0.99966899  =   0.99955589
 LH1078
 LH1078:                Primary Azimuth Mark                     Grid Az
 LH1078:SPC NE       -  80 12 C                                  128 00 44.8
 LH1078:UTM  14      -  80 12 C                                  128 40 01.1
 LH1078
 LH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2513117328(NAD 83)
 LH1078
 LH1078|---------------------------------------------------------------------|
 LH1078| PID    Reference Object                     Distance      Geod. Az  |
 LH1078|                                                           dddmmss.s |
 LH1078| CN8445 80 12 D RM 1                         25.268 METERS 03518     |
 LH1078| CN8446 80 12 D RM 2                         18.320 METERS 10610     |
 LH1078| LH1076 80 12 C                             APPROX. 2.6 KM 1280513.0 |
 LH1078|---------------------------------------------------------------------|
 LH1078
 LH1078                          SUPERSEDED SURVEY CONTROL
 LH1078
 LH1078  NAD 83(1986)-  40 48 12.79173(N)    099 53 15.30451(W) AD(       ) 2
 LH1078  NAD 27      -  40 48 12.76610(N)    099 53 13.86660(W) AD(       ) 2
 LH1078  NGVD 29 (07/19/86)  744.7    (m)         2443.     (f) VERT ANG       
 LH1078
 LH1078.Superseded values are not recommended for survey control.
 LH1078
 LH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1078.See file dsdata.pdf to determine how the superseded data were derived.
 LH1078
 LH1078_MARKER: DS = TRIANGULATION STATION DISK
 LH1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1078_STAMPING: 80-12 D 1959
 LH1078_MARK LOGO: CGS
 LH1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1078+STABILITY: SURFACE MOTION
 LH1078
 LH1078  HISTORY     - Date     Condition        Report By
 LH1078  HISTORY     - 1959     MONUMENTED       CGS
 LH1078
 LH1078                          STATION DESCRIPTION
 LH1078
 LH1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1078'STATION IS LOCATED 1 MILE SOUTH OF DARR, IN PASTURE LAND BELONGING
 LH1078'TO THE SHACKLEY BROTHERS AND IN THE SOUTHEAST 1/4 SECTION 25,
 LH1078'T 10 N AND R 22 W.
 LH1078'
 LH1078'STATION, STAMPED 80-12 D 1959, A STANDARD DISK SET IN THE TOP OF A
 LH1078'ROUND CONCRETE POST ON THE TOP OF A SPOIL BANK ON THE NORTH SIDE OF
 LH1078'THE CANAL AND PROTRUDES 4 INCHES.  IT IS 85.0 FEET NORTH-NORTHEAST
 LH1078'TO THE FENCE CORNER POST.
 LH1078'
 LH1078'R.M. 1, STAMPED 80-12 D NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1078'OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES.  IT IS 8.5 FEET
 LH1078'NORTHWEST TO THE FENCE CORNER POST AND 0.5 FEET NORTHEAST TO THE
 LH1078'FENCE LINE.
 LH1078'
 LH1078'R.M. 1, STAMPED 80-12 D NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1078'OF A ROUND CONCRETE POST ON THE WEST SIDE OF THE SPOIL BANK AND
 LH1078'THE MARK PROTRUDES 4 INCHES.  IT IS 92.0 FEET WEST TO THE FENCE
 LH1078'CORNER POST AND 62.8 FEET NORTH-NORTHWEST TO THE FENCE LINE.
 LH1078'
 LH1078'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DARR, GO EAST FOR
 LH1078'0.2 MILE, TURN RIGHT, GO SOUTH ON SECTION LINE ROAD FOR 0.7 MILE,
 LH1078'TURN RIGHT, GO WEST ON PRIVATE ROAD FOR 0.2 MILE TO FARM HOUSE,
 LH1078'BEAR LEFT THROUGH FARM YARD AND GATE AND BARN YARD, THENCE GO
 LH1078'SOUTHEAST FOR 0.2 MILE TO THE SPOIL BANK OF THE CANAL AND THE
 LH1078'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1082 ***********************************************************************
 LH1082  DESIGNATION -  80 12 E
 LH1082  PID         -  LH1082
 LH1082  STATE/COUNTY-  NE/DAWSON
 LH1082  COUNTRY     -  US
 LH1082  USGS QUAD   -  COZAD (2017)
 LH1082
 LH1082                         *CURRENT SURVEY CONTROL
 LH1082  ______________________________________________________________________
 LH1082* NAD 83(1995) POSITION- 40 49 47.53350(N) 099 56 18.35141(W)   ADJUSTED
 LH1082* NAVD 88 ORTHO HEIGHT -   752.3   (meters)     2468.    (feet) VERTCON
 LH1082  ______________________________________________________________________
 LH1082  GEOID HEIGHT    -        -23.524 (meters)                     GEOID18
 LH1082  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 LH1082  HORZ ORDER      -  SECOND
 LH1082
 LH1082.The horizontal coordinates were established by classical geodetic methods
 LH1082.and adjusted by the National Geodetic Survey in August 1997.
 LH1082
 LH1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1082
 LH1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1082.GEOID18 height accuracy estimate available here.
 LH1082
 LH1082.Click photographs - Photos may exist for this station.
 LH1082
 LH1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1082
 LH1082. The following values were computed from the NAD 83(1995) position.
 LH1082
 LH1082;                    North         East     Units Scale Factor Converg.
 LH1082;SPC NE       -   110,644.935   505,192.006   MT  0.99972767   +0 02 26.9
 LH1082;SPC NE       -   363,007.59  1,657,450.77   sFT  0.99972767   +0 02 26.9
 LH1082;UTM  14      - 4,520,295.034   420,873.412   MT  0.99967706   -0 36 48.9
 LH1082
 LH1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1082!SPC NE       -   0.99988570  x   0.99972767  =   0.99961340
 LH1082!UTM  14      -   0.99988570  x   0.99967706  =   0.99956279
 LH1082
 LH1082:                Primary Azimuth Mark                     Grid Az
 LH1082:SPC NE       -  80 12 E AZ MK                            179 52 36.6
 LH1082:UTM  14      -  80 12 E AZ MK                            180 31 52.4
 LH1082
 LH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2087320295(NAD 83)
 LH1082
 LH1082|---------------------------------------------------------------------|
 LH1082| PID    Reference Object                     Distance      Geod. Az  |
 LH1082|                                                           dddmmss.s |
 LH1082| CN8448 80 12 E RM 1                         11.332 METERS 03455     |
 LH1082| CN8449 80 12 E RM 2                         12.025 METERS 15204     |
 LH1082| CN8447 80 12 E AZ MK                                      1795503.5 |
 LH1082| LH1084 COZAD MUNICIPAL TANK                APPROX. 5.2 KM 3071519.5 |
 LH1082| LH1085 COZAD KAN NEBR NAT GAS CO MAST      APPROX. 2.4 KM 3155714.1 |
 LH1082|---------------------------------------------------------------------|
 LH1082
 LH1082                          SUPERSEDED SURVEY CONTROL
 LH1082
 LH1082  NAD 83(1986)-  40 49 47.54091(N)    099 56 18.35592(W) AD(       ) 2
 LH1082  NAD 27      -  40 49 47.51700(N)    099 56 16.92340(W) AD(       ) 2
 LH1082  NGVD 29 (07/19/86)  752.0    (m)         2467.     (f) VERT ANG       
 LH1082
 LH1082.Superseded values are not recommended for survey control.
 LH1082
 LH1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1082.See file dsdata.pdf to determine how the superseded data were derived.
 LH1082
 LH1082_MARKER: DS = TRIANGULATION STATION DISK
 LH1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1082_STAMPING: 80-12 E 1959
 LH1082_MARK LOGO: CGS
 LH1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1082+STABILITY: SURFACE MOTION
 LH1082
 LH1082  HISTORY     - Date     Condition        Report By
 LH1082  HISTORY     - 1959     MONUMENTED       CGS
 LH1082
 LH1082                          STATION DESCRIPTION
 LH1082
 LH1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1082'STATION IS LOCATED 3.3 MILES (AIRLINE) SOUTHEAST OF COZAD, ON THE
 LH1082'SPOIL BANK OF A CANAL ON THE SECTION LINE, 200 FEET SOUTH OF THE
 LH1082'SECTION CORNER OF 21, 22 AND 15 AND 16 T 10 N AND R 23 W.
 LH1082'
 LH1082'STATION, STAMPED 80-12 E 1959, A STANDARD DISK SET IN THE TOP OF A
 LH1082'ROUND CONCRETE POST AT THE TOP OF A SPOIL BANK ON THE EAST SIDE
 LH1082'OF THE CANAL AND THE MARK PROTRUDES 5 INCHES.  IT IS 19.8 FEET EAST
 LH1082'TO A NORTH-SOUTH FENCE LINE, 24.5 FEET WEST TO THE WATERS EDGE IN
 LH1082'THE CANAL AND 199.5 FEET NORTH TO THE EAST-WEST FENCE LINE AT THE
 LH1082'SOUTH END OF THE COUNTY ROAD.
 LH1082'
 LH1082'R.M. 1, STAMPED 80-12 E NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1082'OF ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS 1 FOOT EAST
 LH1082'TO THE NORTH-SOUTH FENCE LINE.
 LH1082'
 LH1082'R.M. 2, STAMPED 80-12 E NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1082'OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES AND IS 1 FOOT
 LH1082'EAST TO THE NORTH-SOUTH FENCE LINE.
 LH1082'
 LH1082'AZIMUTH MARK, STAMPED 80-12 E 1959, A STANDARD DISK SET IN THE TOP
 LH1082'OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES.  IT IS 16.8 FEET
 LH1082'EAST TO NORTH-SOUTH FENCE LINE, 27.9 FEET WEST TO THE WATERS EDGE
 LH1082'IN THE CANAL, 33.5 FEET EAST TO A 36 INCH COTTONWOOD TREE AND 1.5
 LH1082'FEET EAST TO A STEEL FENCE POST.
 LH1082'
 LH1082'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE SPOIL
 LH1082'BANK FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 LH1082'
 LH1082'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COZAD, GO EAST ON
 LH1082'U.S. HIGHWAY 30 FOR 2.55 MILES, TURN RIGHT, GO SOUTH ON SECTION
 LH1082'LINE ROAD FOR 0.6 MILE TO THE END OF THE ROAD AND THE STATION 200
 LH1082'FEET TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1083 ***********************************************************************
 LH1083  DESIGNATION -  80 12 F
 LH1083  PID         -  LH1083
 LH1083  STATE/COUNTY-  NE/DAWSON
 LH1083  COUNTRY     -  US
 LH1083  USGS QUAD   -  COZAD (2017)
 LH1083
 LH1083                         *CURRENT SURVEY CONTROL
 LH1083  ______________________________________________________________________
 LH1083* NAD 83(1995) POSITION- 40 50 36.22634(N) 099 59 28.63918(W)   ADJUSTED
 LH1083* NAVD 88 ORTHO HEIGHT -   762.6   (meters)     2502.    (feet) VERTCON
 LH1083  ______________________________________________________________________
 LH1083  GEOID HEIGHT    -        -23.450 (meters)                     GEOID18
 LH1083  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 LH1083  HORZ ORDER      -  SECOND
 LH1083
 LH1083.The horizontal coordinates were established by classical geodetic methods
 LH1083.and adjusted by the National Geodetic Survey in August 1997.
 LH1083
 LH1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1083
 LH1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1083.GEOID18 height accuracy estimate available here.
 LH1083
 LH1083.Click photographs - Photos may exist for this station.
 LH1083
 LH1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1083
 LH1083. The following values were computed from the NAD 83(1995) position.
 LH1083
 LH1083;                    North         East     Units Scale Factor Converg.
 LH1083;SPC NE       -   112,144.761   500,734.460   MT  0.99972494   +0 00 20.8
 LH1083;SPC NE       -   367,928.27  1,642,826.31   sFT  0.99972494   +0 00 20.8
 LH1083;UTM  14      - 4,521,845.591   416,433.482   MT  0.99968595   -0 38 54.0
 LH1083
 LH1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1083!SPC NE       -   0.99988407  x   0.99972494  =   0.99960904
 LH1083!UTM  14      -   0.99988407  x   0.99968595  =   0.99957005
 LH1083
 LH1083:                Primary Azimuth Mark                     Grid Az
 LH1083:SPC NE       -  COZAD MUNICIPAL TANK                     010 14 54.0
 LH1083:UTM  14      -  COZAD MUNICIPAL TANK                     010 54 08.8
 LH1083
 LH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1643321845(NAD 83)
 LH1083
 LH1083|---------------------------------------------------------------------|
 LH1083| PID    Reference Object                     Distance      Geod. Az  |
 LH1083|                                                           dddmmss.s |
 LH1083| LH1084 COZAD MUNICIPAL TANK                APPROX. 1.7 KM 0101514.8 |
 LH1083| LH1085 COZAD KAN NEBR NAT GAS CO MAST      APPROX. 2.8 KM 0851926.4 |
 LH1083| CN8450 80 12 F RM 1                         18.540 METERS 10517     |
 LH1083| CN8451 80 12 F RM 2                         30.074 METERS 17046     |
 LH1083|---------------------------------------------------------------------|
 LH1083
 LH1083                          SUPERSEDED SURVEY CONTROL
 LH1083
 LH1083  NAD 83(1986)-  40 50 36.23377(N)    099 59 28.64398(W) AD(       ) 2
 LH1083  NAD 27      -  40 50 36.20540(N)    099 59 27.20220(W) AD(       ) 2
 LH1083  NGVD 29 (07/19/86)  762.3    (m)         2501.     (f) VERT ANG       
 LH1083
 LH1083.Superseded values are not recommended for survey control.
 LH1083
 LH1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1083.See file dsdata.pdf to determine how the superseded data were derived.
 LH1083
 LH1083_MARKER: I = METAL ROD
 LH1083_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LH1083+WITH SETTING: INFORMATION.
 LH1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1083
 LH1083  HISTORY     - Date     Condition        Report By
 LH1083  HISTORY     - 1959     MONUMENTED       CGS
 LH1083
 LH1083                          STATION DESCRIPTION
 LH1083
 LH1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1083'THIS IS A SEMI-PERMANENTLY MARKED STATION LOCATED ON THE SPOIL
 LH1083'BANK OF THE FARMERS AND MERCHANTS CANAL, ONE MILE SOUTH OF COZAD.
 LH1083'
 LH1083'THE STATION IS MARKED WITH A 5 FOOT LENGTH OF STEEL FENCE POST
 LH1083'BASED IN CONCRETE, WITH PUNCH MARK DENOTING CENTER AND PROTRUDES
 LH1083'0.1 FOOT.  THE STATION IS 101.2 FEET SOUTH TO POWER POLE 8, 99.0
 LH1083'FEET SOUTH TO A TELEPHONE POLE WHICH IS NEAR A POWER POLE AND 83.5
 LH1083'FEET S.E. TO CENTER LINE OF TRAIL ROAD.
 LH1083'
 LH1083'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LH1083'CONCRETE MONUMENT WHICH PROTRUDES 0.4 FEET, AT THE TOP STEP OF
 LH1083'SPOIL BANK, 94.0 FEET S.S.W. TO POWER POLE 8 AND 28.5 FEET E.S.E.
 LH1083'TO CENTERLINE OF ROAD.  THE DISK IS STAMPED 80-12 F 1959.
 LH1083'
 LH1083'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE MONUMENT,
 LH1083'PROTRUDES 0.4 FEET AND IS STAMPED 80-12 F 1959.  IT IS 2.5 FEET
 LH1083'S.E. TO POWER POLE 8, 2.4 FEET S.W. TO TELEPHONE POLE AND 10.3 FEET
 LH1083'S.E. TO CENTERLINE OF TRAIL ROAD.
 LH1083'
 LH1083'REACHED FROM THE INTERSECTION OF US 30 AND G STREET IN COZAD BY
 LH1083'GOING SOUTH ON G STREET FOR 0.7 MILES, TURN LEFT S.W. ON TRAIL ROAD
 LH1083'ADJACENT TO SPOIL BANK OF CANAL AND GO 0.35 MILES TO THE STATION
 LH1083'SITE WHICH IS ON TOP OF THE BANK TO THE RIGHT.
 LH1083'
 LH1083'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0372 ***********************************************************************
 LJ0372  DESIGNATION -  80 13
 LJ0372  PID         -  LJ0372
 LJ0372  STATE/COUNTY-  NE/DAWSON
 LJ0372  COUNTRY     -  US
 LJ0372  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0372
 LJ0372                         *CURRENT SURVEY CONTROL
 LJ0372  ______________________________________________________________________
 LJ0372* NAD 83(1995) POSITION- 40 51 56.76540(N) 100 02 01.39354(W)   ADJUSTED
 LJ0372* NAVD 88 ORTHO HEIGHT -   765.1   (meters)     2510.    (feet) VERTCON
 LJ0372  ______________________________________________________________________
 LJ0372  GEOID HEIGHT    -        -23.362 (meters)                     GEOID18
 LJ0372  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 LJ0372  HORZ ORDER      -  SECOND
 LJ0372
 LJ0372.The horizontal coordinates were established by classical geodetic methods
 LJ0372.and adjusted by the National Geodetic Survey in August 1997.
 LJ0372
 LJ0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0372
 LJ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0372.GEOID18 height accuracy estimate available here.
 LJ0372
 LJ0372.Click photographs - Photos may exist for this station.
 LJ0372
 LJ0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0372
 LJ0372. The following values were computed from the NAD 83(1995) position.
 LJ0372
 LJ0372;                    North         East     Units Scale Factor Converg.
 LJ0372;SPC NE       -   114,629.020   497,157.972   MT  0.99972054   -0 01 20.4
 LJ0372;SPC NE       -   376,078.71  1,631,092.45   sFT  0.99972054   -0 01 20.4
 LJ0372;UTM  14      - 4,524,370.432   412,885.704   MT  0.99969340   -0 40 35.0
 LJ0372
 LJ0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0372!SPC NE       -   0.99988366  x   0.99972054  =   0.99960424
 LJ0372!UTM  14      -   0.99988366  x   0.99969340  =   0.99957710
 LJ0372
 LJ0372:                Primary Azimuth Mark                     Grid Az
 LJ0372:SPC NE       -  80 13 AZ MK                              000 25 19.2
 LJ0372:UTM  14      -  80 13 AZ MK                              001 04 33.8
 LJ0372
 LJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1288524370(NAD 83)
 LJ0372
 LJ0372|---------------------------------------------------------------------|
 LJ0372| PID    Reference Object                     Distance      Geod. Az  |
 LJ0372|                                                           dddmmss.s |
 LJ0372| LJ0374 80 13 AZ MK                         APPROX. 0.9 KM 0002358.8 |
 LJ0372| CN8403 80 13 RM 1                           27.716 METERS 01325     |
 LJ0372| CN8404 80 13 RM 2                           26.188 METERS 17056     |
 LJ0372|---------------------------------------------------------------------|
 LJ0372
 LJ0372                          SUPERSEDED SURVEY CONTROL
 LJ0372
 LJ0372  NAD 83(1986)-  40 51 56.77275(N)    100 02 01.39865(W) AD(       ) 2
 LJ0372  NAD 27      -  40 51 56.74097(N)    100 01 59.95581(W) AD(       ) 2
 LJ0372  NGVD 29 (07/19/86)  764.8    (m)         2509.     (f) VERT ANG       
 LJ0372
 LJ0372.Superseded values are not recommended for survey control.
 LJ0372
 LJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0372.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0372
 LJ0372_MARKER: DS = TRIANGULATION STATION DISK
 LJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0372_STAMPING: 80-13 1960
 LJ0372_MARK LOGO: NEDR
 LJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0372+STABILITY: SURFACE MOTION
 LJ0372
 LJ0372  HISTORY     - Date     Condition        Report By
 LJ0372  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0372
 LJ0372                          STATION DESCRIPTION
 LJ0372
 LJ0372'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0372'STATION IS LOCATED ABOUT 3 MILES WEST AND 1 MILE SOUTH OF
 LJ0372'RAILROAD STATION IN COZAD, BETWEEN SECTIONS 2 AND 3, T10N,
 LJ0372'R 24 W.
 LJ0372'
 LJ0372'TO REACH THE STATION FROM THE RAILROAD STATION IN COZAD,
 LJ0372'PROCEED 3.0 MILES WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 LJ0372'AND PROCEED 0.7 MILES ALONG COUNTY ROAD TO STATION IN CENTERLINE
 LJ0372'OF COUNTY ROAD.
 LJ0372'
 LJ0372'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0372'DISK STAMPED 80-13 1960.  IT IS 16.2 FEET WEST OF EAST R.O.W.
 LJ0372'FENCE, 94.0 FEET SOUTH OF GROVE OF TREES ON THE EAST SIDE
 LJ0372'OF COUNTY ROAD.  MONUMENT IS BURIED 1 FOOT BELOW GROUND
 LJ0372'ELEVATION.
 LJ0372'
 LJ0372'REFERENCE MARK 1, IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0372'MARK DISK STAMPED 80-13 R.M. 1.  IT IS FLUSH WITH GROUND
 LJ0372'ELEVATION AT SOUTH EDGE OF GROVE OF TREES, 4.5 FEET EAST OF
 LJ0372'EAST R.O.W. FENCE, 11.9 FEET SOUTH OF 36 INCH COTTONWOOD
 LJ0372'TREE, 24.0 FEET EAST OF CENTERLINE OF COUNTY ROAD, AND IS
 LJ0372'ABOUT 2.0 FEET BELOW THE ELEVATION OF STATION.
 LJ0372'
 LJ0372'REFERENCE MARK 2, IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0372'MARK DISK STAMPED 80-13 R.M. 2.  IT PROJECTS ABOUT 0.4 FEET
 LJ0372'ABOVE THE ELEVATION OF THE GROUND.  IT IS 1.5 FEET WEST OF
 LJ0372'EAST R.O.W. FENCE, 14.0 FEET EAST OF CENTERLINE OF THE COUNTY
 LJ0372'ROAD AND ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 LJ0372'
 LJ0372'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0372'DISK STAMPED 80-13 1960 SET IN THE TOP OF 6 INCH ROUND
 LJ0372'CONCRETE POST, 0.2 FEET BELOW GROUND.  IT IS 0.6 MILE NORTH
 LJ0372'OF STATION, 12.0 FEET EAST OF CENTERLINE OF COUNTY ROAD, 5.1
 LJ0372'FEET WEST OF STEEL WITNESS POST AND SIGN, 6.0 FEET WEST
 LJ0372'OF EAST R.O.W. FENCE, 6.3 FEET NORTH OF NORTH GATE POST,
 LJ0372'218.3 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN TRACK OF UNION
 LJ0372'PACIFIC RAILROAD (MEASURED ALONG COUNTY ROAD).
 LJ0372'
 LJ0372'TO REACH AZIMUTH MARK FROM STATION, PROCEED 0.6 MILES NORTH OF
 LJ0372'ALONG COUNTY ROAD, TO MARK ON RIGHT SIDE OF COUNTY ROAD AS
 LJ0372'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0366 ***********************************************************************
 LJ0366  DESIGNATION -  80 13 A
 LJ0366  PID         -  LJ0366
 LJ0366  STATE/COUNTY-  NE/DAWSON
 LJ0366  COUNTRY     -  US
 LJ0366  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0366
 LJ0366                         *CURRENT SURVEY CONTROL
 LJ0366  ______________________________________________________________________
 LJ0366* NAD 83(1995) POSITION- 40 53 03.30066(N) 100 04 17.93584(W)   ADJUSTED
 LJ0366* NAVD 88 ORTHO HEIGHT -   768.7   (meters)     2522.    (feet) VERTCON
 LJ0366  ______________________________________________________________________
 LJ0366  GEOID HEIGHT    -        -23.282 (meters)                     GEOID18
 LJ0366  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 LJ0366  HORZ ORDER      -  SECOND
 LJ0366
 LJ0366.The horizontal coordinates were established by classical geodetic methods
 LJ0366.and adjusted by the National Geodetic Survey in August 1997.
 LJ0366
 LJ0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0366
 LJ0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0366.GEOID18 height accuracy estimate available here.
 LJ0366
 LJ0366.Click photographs - Photos may exist for this station.
 LJ0366
 LJ0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0366
 LJ0366. The following values were computed from the NAD 83(1995) position.
 LJ0366
 LJ0366;                    North         East     Units Scale Factor Converg.
 LJ0366;SPC NE       -   116,682.846   493,962.987   MT  0.99971702   -0 02 50.9
 LJ0366;SPC NE       -   382,816.97  1,620,610.23   sFT  0.99971702   -0 02 50.9
 LJ0366;UTM  14      - 4,526,460.548   409,714.440   MT  0.99970033   -0 42 05.3
 LJ0366
 LJ0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0366!SPC NE       -   0.99988309  x   0.99971702  =   0.99960014
 LJ0366!UTM  14      -   0.99988309  x   0.99970033  =   0.99958345
 LJ0366
 LJ0366:                Primary Azimuth Mark                     Grid Az
 LJ0366:SPC NE       -  80 13 A AZ MK                            176 35 18.6
 LJ0366:UTM  14      -  80 13 A AZ MK                            177 14 33.0
 LJ0366
 LJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0971426460(NAD 83)
 LJ0366
 LJ0366|---------------------------------------------------------------------|
 LJ0366| PID    Reference Object                     Distance      Geod. Az  |
 LJ0366|                                                           dddmmss.s |
 LJ0366| CN8390 80 13 A RM 1                          7.633 METERS 09008     |
 LJ0366| LH1084 COZAD MUNICIPAL TANK                APPROX. 7.6 KM 1120654.2 |
 LJ0366| LJ0369 80 13 A AZ MK                       APPROX. 1.0 KM 1763227.7 |
 LJ0366| CN8391 80 13 A RM 2                         11.145 METERS 26821     |
 LJ0366| LJ0365 WILLOW                              399.555 METERS 35143     |
 LJ0366|---------------------------------------------------------------------|
 LJ0366
 LJ0366                          SUPERSEDED SURVEY CONTROL
 LJ0366
 LJ0366  NAD 83(1986)-  40 53 03.30777(N)    100 04 17.94119(W) AD(       ) 2
 LJ0366  NAD 27      -  40 53 03.27440(N)    100 04 16.49432(W) AD(       ) 2
 LJ0366  NGVD 29 (07/19/86)  768.4    (m)         2521.     (f) VERT ANG       
 LJ0366
 LJ0366.Superseded values are not recommended for survey control.
 LJ0366
 LJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0366.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0366
 LJ0366_MARKER: DS = TRIANGULATION STATION DISK
 LJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0366_STAMPING: 80-13A 1960
 LJ0366_MARK LOGO: NEDR
 LJ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0366+STABILITY: SURFACE MOTION
 LJ0366
 LJ0366  HISTORY     - Date     Condition        Report By
 LJ0366  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0366
 LJ0366                          STATION DESCRIPTION
 LJ0366
 LJ0366'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0366'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 0.3 MILES SOUTH
 LJ0366'OF RAILROAD STATION IN COZAD, BETWEEN SECTION 32 AND 33, T 11
 LJ0366'N, R 24 W.  (ABOUT 0.1 MILES WEST OF STATION AT WILLOW ISLAND).
 LJ0366'
 LJ0366'TO REACH THE STATION FROM THE RAILROAD STATION AT COZAD, PROCEED
 LJ0366'WEST 5.3 MILES ALONG HIGHWAY 30, THEN TURN LEFT (SOUTH) AND
 LJ0366'PROCEED 0.3 MILES ALONG COUNTY ROAD TO STATION IN THE CENTERLINE
 LJ0366'OF THE COUNTY ROAD.
 LJ0366'
 LJ0366'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0366'DISK STAMPED 80-13A 1960.  IT IS SET 1.0 FEET BELOW GROUND
 LJ0366'ELEVATION, 38 FEET EAST OF WEST R.O.W. FENCE, 26.3 FEET WEST
 LJ0366'OF EAST R.O.W. FENCE, 173.4 FEET SOUTH OF SECOND SINGLE POWER
 LJ0366'POLE ON THE WEST SIDE OF THE ROAD, SOUTH OF SUB STATION AT
 LJ0366'WILLOW ISLAND.
 LJ0366'
 LJ0366'REFERENCE MARK 1, IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0366'MARK DISK STAMPED 80-13A R.M. 1.  IT IS SET FLUSH WITH THE
 LJ0366'GROUND, 1.4 FEET WEST OF EAST R.O.W. FENCE, 26.3 FEET SOUTH
 LJ0366'OF RAILROAD TIE USED AS A FENCE POST IN EAST R.O.W. FENCE.
 LJ0366'
 LJ0366'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0366'DISK STAMPED 80-13A R.M. 2.  IT IS SET 0.1 FEET ABOVE GROUND
 LJ0366'ELEVATION, 1.8 FEET EAST OF THE WEST R.O.W. FENCE AND 174.0
 LJ0366'FEET SOUTHEAST OF SECOND SINGLE POWER POLE ON THE WEST SIDE OF
 LJ0366'COUNTY ROAD SOUTH OF SUB STATION AT WILLOW ISLAND.
 LJ0366'
 LJ0366'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0366'STAMPED 80-13 1960.  IT IS SET IN THE TOP OF 6 INCH ROUND
 LJ0366'CONCRETE POST SET 0.2 FEET ABOVE GROUND ELEVATION, 0.6 MILE SOUTH
 LJ0366'OF STATION ALONG COUNTY ROAD, 114.0 FEET EAST OF THE CENTERLINE
 LJ0366'OF COUNTY ROAD, 5.9 FEET WEST OF CORNER POST.
 LJ0366'
 LJ0366'TO REACH THE AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.6 MILES
 LJ0366'ALONG COUNTY ROAD TO MARK ON LEFT SIDE OF COUNTY ROAD AS
 LJ0366'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0369 ***********************************************************************
 LJ0369  DESIGNATION -  80 13 A AZ MK
 LJ0369  PID         -  LJ0369
 LJ0369  STATE/COUNTY-  NE/DAWSON
 LJ0369  COUNTRY     -  US
 LJ0369  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0369
 LJ0369                         *CURRENT SURVEY CONTROL
 LJ0369  ______________________________________________________________________
 LJ0369* NAD 83(1995) POSITION- 40 52 29.68845(N) 100 04 15.25928(W)   ADJUSTED
 LJ0369* NAVD 88 ORTHO HEIGHT -   768.    (meters)     2520.    (feet) VERTCON
 LJ0369  ______________________________________________________________________
 LJ0369  GEOID HEIGHT    -        -23.307 (meters)                     GEOID18
 LJ0369  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LJ0369  HORZ ORDER      -  SECOND
 LJ0369
 LJ0369.The horizontal coordinates were established by classical geodetic methods
 LJ0369.and adjusted by the National Geodetic Survey in August 1997.
 LJ0369
 LJ0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0369
 LJ0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0369.GEOID18 height accuracy estimate available here.
 LJ0369
 LJ0369.Click photographs - Photos may exist for this station.
 LJ0369
 LJ0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0369
 LJ0369. The following values were computed from the NAD 83(1995) position.
 LJ0369
 LJ0369;                    North         East     Units Scale Factor Converg.
 LJ0369;SPC NE       -   115,646.229   494,024.782   MT  0.99971879   -0 02 49.2
 LJ0369;SPC NE       -   379,416.00  1,620,812.97   sFT  0.99971879   -0 02 49.2
 LJ0369;UTM  14      - 4,525,423.311   409,764.399   MT  0.99970022   -0 42 03.1
 LJ0369
 LJ0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0369!SPC NE       -   0.99988315  x   0.99971879  =   0.99960198
 LJ0369!UTM  14      -   0.99988315  x   0.99970022  =   0.99958341
 LJ0369
 LJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0976425423(NAD 83)
 LJ0369
 LJ0369                          SUPERSEDED SURVEY CONTROL
 LJ0369
 LJ0369  NAD 83(1986)-  40 52 29.69551(N)    100 04 15.26450(W) AD(       ) 2
 LJ0369  NAD 27      -  40 52 29.66192(N)    100 04 13.81648(W) AD(       ) 2
 LJ0369  NGVD 29 (07/19/86)  768.     (m)         2520.     (f) VERT ANG       
 LJ0369
 LJ0369.Superseded values are not recommended for survey control.
 LJ0369
 LJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0369.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0369
 LJ0369_MARKER: DZ = AZIMUTH MARK DISK
 LJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0369_STAMPING: 80-13A 1960
 LJ0369_MARK LOGO: NEDR
 LJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0369+STABILITY: SURFACE MOTION
 LJ0369
 LJ0369  HISTORY     - Date     Condition        Report By
 LJ0369  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0369
 LJ0369                          STATION DESCRIPTION
 LJ0369
 LJ0369'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 LJ0369'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0369'STAMPED 80-13 1960.  IT IS SET IN THE TOP OF 6 INCH ROUND
 LJ0369'CONCRETE POST SET 0.2 FEET ABOVE GROUND ELEVATION, 0.6 MILE SOUTH
 LJ0369'OF STATION ALONG COUNTY ROAD, 114.0 FEET EAST OF THE CENTERLINE
 LJ0369'OF COUNTY ROAD, 5.9 FEET WEST OF CORNER POST.
 LJ0369'
 LJ0369'TO REACH THE AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.6 MILES
 LJ0369'ALONG COUNTY ROAD TO MARK ON LEFT SIDE OF COUNTY ROAD AS
 LJ0369'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0374 ***********************************************************************
 LJ0374  DESIGNATION -  80 13 AZ MK
 LJ0374  PID         -  LJ0374
 LJ0374  STATE/COUNTY-  NE/DAWSON
 LJ0374  COUNTRY     -  US
 LJ0374  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0374
 LJ0374                         *CURRENT SURVEY CONTROL
 LJ0374  ______________________________________________________________________
 LJ0374* NAD 83(1995) POSITION- 40 52 25.97508(N) 100 02 01.12512(W)   ADJUSTED
 LJ0374* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) VERTCON
 LJ0374  ______________________________________________________________________
 LJ0374  GEOID HEIGHT    -        -23.341 (meters)                     GEOID18
 LJ0374  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LJ0374  HORZ ORDER      -  SECOND
 LJ0374
 LJ0374.The horizontal coordinates were established by classical geodetic methods
 LJ0374.and adjusted by the National Geodetic Survey in August 1997.
 LJ0374
 LJ0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0374
 LJ0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0374.GEOID18 height accuracy estimate available here.
 LJ0374
 LJ0374.Click photographs - Photos may exist for this station.
 LJ0374
 LJ0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0374
 LJ0374. The following values were computed from the NAD 83(1995) position.
 LJ0374
 LJ0374;                    North         East     Units Scale Factor Converg.
 LJ0374;SPC NE       -   115,529.814   497,164.607   MT  0.99971899   -0 01 20.3
 LJ0374;SPC NE       -   379,034.06  1,631,114.21   sFT  0.99971899   -0 01 20.3
 LJ0374;UTM  14      - 4,525,271.068   412,902.621   MT  0.99969337   -0 40 35.2
 LJ0374
 LJ0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0374!SPC NE       -   0.99988410  x   0.99971899  =   0.99960312
 LJ0374!UTM  14      -   0.99988410  x   0.99969337  =   0.99957750
 LJ0374
 LJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1290225271(NAD 83)
 LJ0374
 LJ0374                          SUPERSEDED SURVEY CONTROL
 LJ0374
 LJ0374  NAD 83(1986)-  40 52 25.98247(N)    100 02 01.13028(W) AD(       ) 2
 LJ0374  NAD 27      -  40 52 25.95093(N)    100 01 59.68822(W) AD(       ) 2
 LJ0374  NGVD 29 (07/19/86)  762.     (m)         2500.     (f) VERT ANG       
 LJ0374
 LJ0374.Superseded values are not recommended for survey control.
 LJ0374
 LJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0374.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0374
 LJ0374_MARKER: DZ = AZIMUTH MARK DISK
 LJ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0374_STAMPING: 80-13 1960
 LJ0374_MARK LOGO: NEDR
 LJ0374_PROJECTION: RECESSED 6 CENTIMETERS
 LJ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0374+STABILITY: SURFACE MOTION
 LJ0374
 LJ0374  HISTORY     - Date     Condition        Report By
 LJ0374  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0374
 LJ0374                          STATION DESCRIPTION
 LJ0374
 LJ0374'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0374'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0374'DISK STAMPED 80-13 1960 SET IN THE TOP OF 6 INCH ROUND
 LJ0374'CONCRETE POST, 0.2 FEET BELOW GROUND.  IT IS 0.6 MILE NORTH
 LJ0374'OF STATION, 12.0 FEET EAST OF CENTERLINE OF COUNTY ROAD, 5.1
 LJ0374'FEET WEST OF STEEL WITNESS POST AND SIGN, 6.0 FEET WEST
 LJ0374'OF EAST R.O.W. FENCE, 6.3 FEET NORTH OF NORTH GATE POST,
 LJ0374'218.3 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN TRACK OF UNION
 LJ0374'PACIFIC RAILROAD (MEASURED ALONG COUNTY ROAD).
 LJ0374'
 LJ0374'TO REACH AZIMUTH MARK FROM STATION, PROCEED 0.6 MILES NORTH OF
 LJ0374'ALONG COUNTY ROAD, TO MARK ON RIGHT SIDE OF COUNTY ROAD AS
 LJ0374'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0373 ***********************************************************************
 LJ0373  DESIGNATION -  80 13 AZ MK RESET
 LJ0373  PID         -  LJ0373
 LJ0373  STATE/COUNTY-  NE/DAWSON
 LJ0373  COUNTRY     -  US
 LJ0373  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0373
 LJ0373                         *CURRENT SURVEY CONTROL
 LJ0373  ______________________________________________________________________
 LJ0373* NAD 83(1995) POSITION- 40 52 25.97173(N) 100 02 01.12459(W)   ADJUSTED
 LJ0373* NAVD 88 ORTHO HEIGHT -   764.    (meters)     2507.    (feet) SCALED
 LJ0373  ______________________________________________________________________
 LJ0373  GEOID HEIGHT    -        -23.341 (meters)                     GEOID18
 LJ0373  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LJ0373  HORZ ORDER      -  SECOND
 LJ0373
 LJ0373.The horizontal coordinates were established by classical geodetic methods
 LJ0373.and adjusted by the National Geodetic Survey in August 1997.
 LJ0373
 LJ0373.The orthometric height was scaled from a topographic map.
 LJ0373
 LJ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0373.GEOID18 height accuracy estimate available here.
 LJ0373
 LJ0373.Click photographs - Photos may exist for this station.
 LJ0373
 LJ0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0373
 LJ0373. The following values were computed from the NAD 83(1995) position.
 LJ0373
 LJ0373;                    North         East     Units Scale Factor Converg.
 LJ0373;SPC NE       -   115,529.711   497,164.619   MT  0.99971899   -0 01 20.3
 LJ0373;SPC NE       -   379,033.73  1,631,114.25   sFT  0.99971899   -0 01 20.3
 LJ0373;UTM  14      - 4,525,270.965   412,902.632   MT  0.99969337   -0 40 35.2
 LJ0373
 LJ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0373!SPC NE       -   0.99988379  x   0.99971899  =   0.99960281
 LJ0373!UTM  14      -   0.99988379  x   0.99969337  =   0.99957719
 LJ0373
 LJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1290225270(NAD 83)
 LJ0373
 LJ0373                          SUPERSEDED SURVEY CONTROL
 LJ0373
 LJ0373  NAD 83(1986)-  40 52 25.97906(N)    100 02 01.12976(W) AD(       ) 2
 LJ0373  NAD 27      -  40 52 25.94734(N)    100 01 59.68796(W) AD(       ) 2
 LJ0373
 LJ0373.Superseded values are not recommended for survey control.
 LJ0373
 LJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0373.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0373
 LJ0373_MARKER: DZ = AZIMUTH MARK DISK
 LJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0373_MARK LOGO: NEDR
 LJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0373+STABILITY: SURFACE MOTION
 LJ0373
 LJ0373  HISTORY     - Date     Condition        Report By
 LJ0373  HISTORY     - 1963     MONUMENTED       NEDR
 LJ0373
 LJ0373                          STATION DESCRIPTION
 LJ0373
 LJ0373'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 LJ0373'AZIMUTH MARK IS A STANDARD DEPARTMENT OF ROADS AZIMUTH MARK
 LJ0373'DISK SET IN THE TOP OF A 6-INCH CONCRETE POST AND IS 0.2 FOOT
 LJ0373'BELOW THE SURFACE OF THE GROUND, 12.0 FEET EAST OF THE CENTERLINE
 LJ0373'OF THE COUNTY ROAD, 5.1 FEET WEST OF A STEEL WITNESS POST
 LJ0373'AND SIGN, 6.0 FEET WEST OF THE EAST R.O.W. FENCE, 6.3 FEET
 LJ0373'NORTH OF THE NORTH GATE POST, 218.3 FEET SOUTH OF THE SOUTH
 LJ0373'RAIL OF THE SOUTH MAIN TRACK OF THE UNION PACIFIC RAILROAD,
 LJ0373'(MEASURED ALONG COUNTY ROAD).
 LJ0373'
 LJ0373'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 0.6 MILE
 LJ0373'SOUTH ALONG COUNTY ROAD TO THE MARK ON THE RIGHT SIDE OF THE
 LJ0373'COUNTY ROAD AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0363 ***********************************************************************
 LJ0363  DESIGNATION -  80 13 B
 LJ0363  PID         -  LJ0363
 LJ0363  STATE/COUNTY-  NE/DAWSON
 LJ0363  COUNTRY     -  US
 LJ0363  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0363
 LJ0363                         *CURRENT SURVEY CONTROL
 LJ0363  ______________________________________________________________________
 LJ0363* NAD 83(1995) POSITION- 40 53 29.91830(N) 100 05 27.12288(W)   ADJUSTED
 LJ0363* NAVD 88 ORTHO HEIGHT -   772.0   (meters)     2533.    (feet) VERTCON
 LJ0363  ______________________________________________________________________
 LJ0363  GEOID HEIGHT    -        -23.245 (meters)                     GEOID18
 LJ0363  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 LJ0363  HORZ ORDER      -  SECOND
 LJ0363
 LJ0363.The horizontal coordinates were established by classical geodetic methods
 LJ0363.and adjusted by the National Geodetic Survey in August 1997.
 LJ0363
 LJ0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0363
 LJ0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0363.GEOID18 height accuracy estimate available here.
 LJ0363
 LJ0363.Click photographs - Photos may exist for this station.
 LJ0363
 LJ0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0363
 LJ0363. The following values were computed from the NAD 83(1995) position.
 LJ0363
 LJ0363;                    North         East     Units Scale Factor Converg.
 LJ0363;SPC NE       -   117,505.227   492,344.521   MT  0.99971564   -0 03 36.8
 LJ0363;SPC NE       -   385,515.07  1,615,300.32   sFT  0.99971564   -0 03 36.8
 LJ0363;UTM  14      - 4,527,301.337   408,105.489   MT  0.99970394   -0 42 51.0
 LJ0363
 LJ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0363!SPC NE       -   0.99988256  x   0.99971564  =   0.99959824
 LJ0363!UTM  14      -   0.99988256  x   0.99970394  =   0.99958654
 LJ0363
 LJ0363:                Primary Azimuth Mark                     Grid Az
 LJ0363:SPC NE       -  80 13 B AZ MK                            180 09 27.8
 LJ0363:UTM  14      -  80 13 B AZ MK                            180 48 42.0
 LJ0363
 LJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0810527301(NAD 83)
 LJ0363
 LJ0363|---------------------------------------------------------------------|
 LJ0363| PID    Reference Object                     Distance      Geod. Az  |
 LJ0363|                                                           dddmmss.s |
 LJ0363| CN8392 80 13 B RM 1                         19.103 METERS 02443     |
 LJ0363| LH1084 COZAD MUNICIPAL TANK                APPROX. 9.4 KM 1130108.1 |
 LJ0363| CN8393 80 13 B RM 2                         21.110 METERS 15736     |
 LJ0363| LJ0362 80 13 B AZ MK                       454.234 METERS 1800551.0 |
 LJ0363| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 7.7 KM 3112755.3 |
 LJ0363|---------------------------------------------------------------------|
 LJ0363
 LJ0363                          SUPERSEDED SURVEY CONTROL
 LJ0363
 LJ0363  NAD 83(1986)-  40 53 29.92525(N)    100 05 27.12827(W) AD(       ) 2
 LJ0363  NAD 27      -  40 53 29.89236(N)    100 05 25.67953(W) AD(       ) 2
 LJ0363  NGVD 29 (07/19/86)  771.7    (m)         2532.     (f) VERT ANG       
 LJ0363
 LJ0363.Superseded values are not recommended for survey control.
 LJ0363
 LJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0363.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0363
 LJ0363_MARKER: DS = TRIANGULATION STATION DISK
 LJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0363_STAMPING: 80-13B 1960
 LJ0363_MARK LOGO: NEDR
 LJ0363_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0363+STABILITY: SURFACE MOTION
 LJ0363
 LJ0363  HISTORY     - Date     Condition        Report By
 LJ0363  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0363
 LJ0363                          STATION DESCRIPTION
 LJ0363
 LJ0363'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0363'THE STATION IS LOCATED 1.2 MILES WEST AND 0.3 MILE SOUTH OF
 LJ0363'RAILROAD STATION AT WILLOW ISLAND BETWEEN SECTIONS 29 AND 30,
 LJ0363'T11N, R 24 W.
 LJ0363'
 LJ0363'TO REACH STATION FROM THE RAILROAD STATION AT WILLOW ISLAND,
 LJ0363'PROCEED WEST 1.2 MILES ALONG HIGHWAY 30, TURN LEFT (SOUTH) AND
 LJ0363'PROCEED ALONG COUNTY ROAD FOR 0.3 MILE TO STATION IN THE
 LJ0363'CENTERLINE OF COUNTY ROAD.
 LJ0363'
 LJ0363'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0363'DISK STAMPED 80-13B 1960.  IT IS SET ABOUT 1.0 FEET BELOW GROUND
 LJ0363'ELEVATION, 27.0 FEET WEST OF EAST R.O.W. FENCE, 58.8 FEET
 LJ0363'NORTH OF NORTH END OF SECOND SHORT ROW OF COTTONWOOD TREES ON
 LJ0363'THE EAST SIDE OF COUNTY ROAD, 215.4 FEET SOUTH OF SOUTH END
 LJ0363'OF BRIDGE OVER SLOUGH.
 LJ0363'
 LJ0363'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0363'MARK DISK STAMPED 80-13B R.M. 1 PROJECTS 0.2 FEET ABOVE GROUND
 LJ0363'ELEVATION AT SOUTH END OF NORTH ROW OF COTTONWOOD TREES ON THE
 LJ0363'EAST SIDE OF COUNTY ROAD, 1.2 FEET WEST OF THE EAST R.O.W. FENCE.
 LJ0363'
 LJ0363'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0363'MARK DISK STAMPED 80-13B R.M. 2.  IT PROJECTS 0.2 FEET ABOVE
 LJ0363'GROUND ELEVATION, 1.0 FEET WEST OF THE EAST R.O.W. FENCE,
 LJ0363'ABOUT 10.0 FEET NORTH OF NORTH END OF SOUTH SHORT ROW OF
 LJ0363'COTTONWOOD TREES.
 LJ0363'
 LJ0363'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0363'DISK STAMPED 80-13B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 LJ0363'CONCRETE POST 0.1 FOOT ABOVE THE GROUND, 0.3 MILE SOUTH OF
 LJ0363'STATION AT END OF COUNTY ROAD, 0.9 FOOT NORTH OF WITNESS POST,
 LJ0363'1.1 FEET NORTH OF EAST-WEST FENCE, 29.0 FEET EAST OF POWER POLE
 LJ0363'AT SOUTH END OF GATE IN NORTH-SOUTH FENCE ON THE WEST SIDE
 LJ0363'OF COUNTY ROAD, 53.5 FEET SOUTHWEST OF TELEPHONE POLE ON THE
 LJ0363'EAST SIDE OF THE ROAD.
 LJ0363'
 LJ0363'TO REACH AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.3 MILE
 LJ0363'ALONG COUNTY ROAD TO MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0362 ***********************************************************************
 LJ0362  DESIGNATION -  80 13 B AZ MK
 LJ0362  PID         -  LJ0362
 LJ0362  STATE/COUNTY-  NE/DAWSON
 LJ0362  COUNTRY     -  US
 LJ0362  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0362
 LJ0362                         *CURRENT SURVEY CONTROL
 LJ0362  ______________________________________________________________________
 LJ0362* NAD 83(1995) POSITION- 40 53 15.19327(N) 100 05 27.15590(W)   ADJUSTED
 LJ0362* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) VERTCON
 LJ0362  ______________________________________________________________________
 LJ0362  GEOID HEIGHT    -        -23.256 (meters)                     GEOID18
 LJ0362  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 LJ0362  HORZ ORDER      -  SECOND
 LJ0362
 LJ0362.The horizontal coordinates were established by classical geodetic methods
 LJ0362.and adjusted by the National Geodetic Survey in August 1997.
 LJ0362
 LJ0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0362
 LJ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0362.GEOID18 height accuracy estimate available here.
 LJ0362
 LJ0362.Click photographs - Photos may exist for this station.
 LJ0362
 LJ0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0362
 LJ0362. The following values were computed from the NAD 83(1995) position.
 LJ0362
 LJ0362;                    North         East     Units Scale Factor Converg.
 LJ0362;SPC NE       -   117,051.124   492,343.271   MT  0.99971640   -0 03 36.8
 LJ0362;SPC NE       -   384,025.23  1,615,296.21   sFT  0.99971640   -0 03 36.8
 LJ0362;UTM  14      - 4,526,847.282   408,099.056   MT  0.99970395   -0 42 50.8
 LJ0362
 LJ0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0362!SPC NE       -   0.99988283  x   0.99971640  =   0.99959926
 LJ0362!UTM  14      -   0.99988283  x   0.99970395  =   0.99958682
 LJ0362
 LJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0809926847(NAD 83)
 LJ0362
 LJ0362                          SUPERSEDED SURVEY CONTROL
 LJ0362
 LJ0362  NAD 83(1986)-  40 53 15.20020(N)    100 05 27.16125(W) AD(       ) 2
 LJ0362  NAD 27      -  40 53 15.16714(N)    100 05 25.71249(W) AD(       ) 2
 LJ0362  NGVD 29 (07/19/86)  770.     (m)         2526.     (f) VERT ANG       
 LJ0362
 LJ0362.Superseded values are not recommended for survey control.
 LJ0362
 LJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0362.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0362
 LJ0362_MARKER: DZ = AZIMUTH MARK DISK
 LJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0362_STAMPING: 80-13B 1960
 LJ0362_MARK LOGO: NEDR
 LJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0362+STABILITY: SURFACE MOTION
 LJ0362
 LJ0362  HISTORY     - Date     Condition        Report By
 LJ0362  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0362
 LJ0362                          STATION DESCRIPTION
 LJ0362
 LJ0362'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0362'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0362'DISK STAMPED 80-13B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 LJ0362'CONCRETE POST 0.1 FOOT ABOVE THE GROUND, 0.3 MILE SOUTH OF
 LJ0362'STATION AT END OF COUNTY ROAD, 0.9 FOOT NORTH OF WITNESS POST,
 LJ0362'1.1 FEET NORTH OF EAST-WEST FENCE, 29.0 FEET EAST OF POWER POLE
 LJ0362'AT SOUTH END OF GATE IN NORTH-SOUTH FENCE ON THE WEST SIDE
 LJ0362'OF COUNTY ROAD, 53.5 FEET SOUTHWEST OF TELEPHONE POLE ON THE
 LJ0362'EAST SIDE OF THE ROAD.
 LJ0362'
 LJ0362'TO REACH AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.3 MILE
 LJ0362'ALONG COUNTY ROAD TO MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0361 ***********************************************************************
 LJ0361  DESIGNATION -  80 13 C
 LJ0361  PID         -  LJ0361
 LJ0361  STATE/COUNTY-  NE/DAWSON
 LJ0361  COUNTRY     -  US
 LJ0361  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0361
 LJ0361                         *CURRENT SURVEY CONTROL
 LJ0361  ______________________________________________________________________
 LJ0361* NAD 83(1995) POSITION- 40 53 21.33027(N) 100 07 12.67748(W)   ADJUSTED
 LJ0361* NAVD 88 ORTHO HEIGHT -   774.2   (meters)     2540.    (feet) VERTCON
 LJ0361  ______________________________________________________________________
 LJ0361  GEOID HEIGHT    -        -23.224 (meters)                     GEOID18
 LJ0361  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LJ0361  HORZ ORDER      -  SECOND
 LJ0361
 LJ0361.The horizontal coordinates were established by classical geodetic methods
 LJ0361.and adjusted by the National Geodetic Survey in August 1997.
 LJ0361
 LJ0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0361
 LJ0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0361.GEOID18 height accuracy estimate available here.
 LJ0361
 LJ0361.Click photographs - Photos may exist for this station.
 LJ0361
 LJ0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0361
 LJ0361. The following values were computed from the NAD 83(1995) position.
 LJ0361
 LJ0361;                    North         East     Units Scale Factor Converg.
 LJ0361;SPC NE       -   117,243.397   489,873.918   MT  0.99971609   -0 04 46.7
 LJ0361;SPC NE       -   384,656.04  1,607,194.68   sFT  0.99971609   -0 04 46.7
 LJ0361;UTM  14      - 4,527,067.717   405,632.081   MT  0.99970961   -0 43 60.0
 LJ0361
 LJ0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0361!SPC NE       -   0.99988221  x   0.99971609  =   0.99959834
 LJ0361!UTM  14      -   0.99988221  x   0.99970961  =   0.99959186
 LJ0361
 LJ0361:                Primary Azimuth Mark                     Grid Az
 LJ0361:SPC NE       -  80 13 C AZ MK                            339 44 03.8
 LJ0361:UTM  14      -  80 13 C AZ MK                            340 23 17.1
 LJ0361
 LJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0563227067(NAD 83)
 LJ0361
 LJ0361|---------------------------------------------------------------------|
 LJ0361| PID    Reference Object                     Distance      Geod. Az  |
 LJ0361|                                                           dddmmss.s |
 LJ0361| CN8395 80 13 C RM 1                         17.237 METERS 09611     |
 LJ0361| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 6.3 KM 3281557.8 |
 LJ0361| CN8396 80 13 C RM 2                         21.193 METERS 33757     |
 LJ0361| CN8394 80 13 C AZ MK                                      3393917.1 |
 LJ0361|---------------------------------------------------------------------|
 LJ0361
 LJ0361                          SUPERSEDED SURVEY CONTROL
 LJ0361
 LJ0361  NAD 83(1986)-  40 53 21.33703(N)    100 07 12.68298(W) AD(       ) 2
 LJ0361  NAD 27      -  40 53 21.30421(N)    100 07 11.22951(W) AD(       ) 2
 LJ0361  NGVD 29 (07/19/86)  773.9    (m)         2539.     (f) VERT ANG       
 LJ0361
 LJ0361.Superseded values are not recommended for survey control.
 LJ0361
 LJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0361.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0361
 LJ0361_MARKER: DS = TRIANGULATION STATION DISK
 LJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0361_STAMPING: 80-13C 1960
 LJ0361_MARK LOGO: NEDR
 LJ0361_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0361+STABILITY: SURFACE MOTION
 LJ0361
 LJ0361  HISTORY     - Date     Condition        Report By
 LJ0361  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0361
 LJ0361                          STATION DESCRIPTION
 LJ0361
 LJ0361'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0361'STATION IS LOCATED 3.1 MILES EAST AND 0.9 MILE SOUTH OF RAILROAD
 LJ0361'STATION AT GOTHENBURG, IN SECTION 24, T11N, R 25 W.
 LJ0361'
 LJ0361'TO REACH STATION FROM RAILROAD STATION AT GOTHENBURG PROCEED EAST
 LJ0361'0.4 MILES ALONG HIGHWAY 30, TURN RIGHT (SOUTH) AND PROCEED
 LJ0361'0.9 MILE ALONG COUNTY ROAD TO INTERSECTION WITH ROAD TO EAST,
 LJ0361'THEN TURN LEFT (EAST) AND PROCEED 2.7 MILES ALONG WINDING ROAD
 LJ0361'TO STATION IN CENTERLINE OF COUNTY ROAD.
 LJ0361'
 LJ0361'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0361'DISK STAMPED 80-13C 1960 SET ABOUT 1.0 FOOT BELOW GROUND
 LJ0361'ELEVATION, 34.0 FEET SOUTH OF NORTH R.O.W. FENCE, 72.9 FEET
 LJ0361'SOUTHEAST OF TRIMMED DOUBLE TRUNK 12 INCH COTTONWOOD TREE,
 LJ0361'59.1 FEET SOUTH WEST OF WEST END OF ROW OF COTTONWOOD TREES,
 LJ0361'ON THE NORTH SIDE OF THE ROAD.
 LJ0361'
 LJ0361'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0361'MARK DISK STAMPED 80-13C R.M. 1 SET FLUSH WITH THE GROUND, 0.6
 LJ0361'FOOT SOUTH OF NORTH R.O.W. FENCE, 12.6 FEET WEST OF WEST END OF
 LJ0361'ROW OF COTTONWOOD TREES, 34.0 FEET NORTH OF CENTERLINE OF
 LJ0361'COUNTY ROAD.
 LJ0361'
 LJ0361'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0361'MARK DISK STAMPED 80-13C R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 LJ0361'GROUND ELEVATION, 0.8 FOOT SOUTH OF NORTH R.O.W. FENCE, 35.0
 LJ0361'FEET NORTH OF CENTERLINE ON COUNTY ROAD, 9.4 FEET EAST OF TRIMMED
 LJ0361'12 INCH TREES.
 LJ0361'
 LJ0361'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0361'STAMPED 80-13C 1960 SET FLUSH WITH GROUND IN THE TOP OF A 6
 LJ0361'INCH CONCRETE POST, IN THE NORTHWEST CORNER OF FENCE HAY ENCLOSURE
 LJ0361'IN THE SOUTH EDGE OF SLOUGH, 0.9 FEET SOUTHWEST OF STEEL POST
 LJ0361'AND SIGN, 1.8 FEET SOUTH OF FENCE CORNER.
 LJ0361'
 LJ0361'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.4 MILES
 LJ0361'WEST ALONG COUNTY ROAD FROM STATION TO GATE INTO MEADOW, TURN
 LJ0361'RIGHT (NORTH) AND PROCEED 0.2 MILES ALONG MEADOW TRAIL TO FENCED
 LJ0361'ENCLOSURE FOR HAY PILES, AS DESCRIBED PREVIOUSLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0379 ***********************************************************************
 LJ0379  DESIGNATION -  80 13 D
 LJ0379  PID         -  LJ0379
 LJ0379  STATE/COUNTY-  NE/DAWSON
 LJ0379  COUNTRY     -  US
 LJ0379  USGS QUAD   -  GOTHENBURG (2017)
 LJ0379
 LJ0379                         *CURRENT SURVEY CONTROL
 LJ0379  ______________________________________________________________________
 LJ0379* NAD 83(1995) POSITION- 40 54 27.68526(N) 100 08 20.63401(W)   ADJUSTED
 LJ0379* NAVD 88 ORTHO HEIGHT -   778.3   (meters)     2553.    (feet) VERTCON
 LJ0379  ______________________________________________________________________
 LJ0379  GEOID HEIGHT    -        -23.162 (meters)                     GEOID18
 LJ0379  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LJ0379  HORZ ORDER      -  SECOND
 LJ0379
 LJ0379.The horizontal coordinates were established by classical geodetic methods
 LJ0379.and adjusted by the National Geodetic Survey in August 1997.
 LJ0379
 LJ0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0379
 LJ0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0379.GEOID18 height accuracy estimate available here.
 LJ0379
 LJ0379.Click photographs - Photos may exist for this station.
 LJ0379
 LJ0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0379
 LJ0379. The following values were computed from the NAD 83(1995) position.
 LJ0379
 LJ0379;                    North         East     Units Scale Factor Converg.
 LJ0379;SPC NE       -   119,292.097   488,286.803   MT  0.99971271   -0 05 31.8
 LJ0379;SPC NE       -   391,377.49  1,601,987.62   sFT  0.99971271   -0 05 31.8
 LJ0379;UTM  14      - 4,529,134.386   404,068.449   MT  0.99971327   -0 44 45.5
 LJ0379
 LJ0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0379!SPC NE       -   0.99988156  x   0.99971271  =   0.99959431
 LJ0379!UTM  14      -   0.99988156  x   0.99971327  =   0.99959487
 LJ0379
 LJ0379:                Primary Azimuth Mark                     Grid Az
 LJ0379:SPC NE       -  80 13 D AZ MK                            199 07 03.9
 LJ0379:UTM  14      -  80 13 D AZ MK                            199 46 17.6
 LJ0379
 LJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0406829134(NAD 83)
 LJ0379
 LJ0379|---------------------------------------------------------------------|
 LJ0379| PID    Reference Object                     Distance      Geod. Az  |
 LJ0379|                                                           dddmmss.s |
 LJ0379| LJ0378 80 13 D AZ MK                       494.401 METERS 1990132.1 |
 LJ0379| CN8397 80 13 D RM 1                         48.576 METERS 21007     |
 LJ0379| CN8398 80 13 D RM 2                         31.221 METERS 30335     |
 LJ0379|---------------------------------------------------------------------|
 LJ0379
 LJ0379                          SUPERSEDED SURVEY CONTROL
 LJ0379
 LJ0379  NAD 83(1986)-  40 54 27.69201(N)    100 08 20.63975(W) AD(       ) 2
 LJ0379  NAD 27      -  40 54 27.65928(N)    100 08 19.18150(W) AD(       ) 2
 LJ0379  NGVD 29 (07/19/86)  778.0    (m)         2552.     (f) VERT ANG       
 LJ0379
 LJ0379.Superseded values are not recommended for survey control.
 LJ0379
 LJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0379.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0379
 LJ0379_MARKER: DS = TRIANGULATION STATION DISK
 LJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0379_STAMPING: 80-13D 1960
 LJ0379_MARK LOGO: NEDR
 LJ0379_PROJECTION: FLUSH
 LJ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0379+STABILITY: SURFACE MOTION
 LJ0379
 LJ0379  HISTORY     - Date     Condition        Report By
 LJ0379  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0379
 LJ0379                          STATION DESCRIPTION
 LJ0379
 LJ0379'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0379'STATION IS LOCATED ABOUT 1.6 MILES EAST AND 0.5 MILE SOUTH OF
 LJ0379'RAILROAD STATION AT GOTHENBURG IN SECTION 23, TOWNSHIP 11 NORTH,
 LJ0379'RANGE 25 WEST.
 LJ0379'
 LJ0379'TO REACH STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0379'PROCEED EAST 0.4 MILE ALONG HIGHWAY 30, TURN RIGHT (SOUTH) AND
 LJ0379'PROCEED 0.9 MILE ALONG COUNTY ROAD TO INTERSECTION WITH ROAD FROM
 LJ0379'EAST, THEN TURN LEFT (EAST) PROCEED 1.2 MILES TO GATE INTO
 LJ0379'MEADOW, TURN LEFT (NORTH) PROCEED ALONG NORTH-SOUTH FENCE
 LJ0379'WEST OF MEADOW ENTRANCE FOR 0.4 MILE TO FIRST EAST-WEST FENCE,
 LJ0379'BEAR RIGHT (NORTHEAST) AT PASTURE ENTRANCE AND PROCEED 300
 LJ0379'FEET TO TOP OF SMALL RIDGE TO STATION.
 LJ0379'
 LJ0379'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0379'MARK DISK, STAMPED 80-13D 1960 SET FLUSH WITH THE GROUND.
 LJ0379'
 LJ0379'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0379'MARK DISK STAMPED 80-13D R.M. 1 WHICH PROJECTS 0.3 FOOT ABOVE THE
 LJ0379'GROUND ELEVATION, 1.0 FEET NORTH OF EAST-WEST FENCE, 333 FEET
 LJ0379'EAST OF NORTH-SOUTH PASTURE FENCE.
 LJ0379'
 LJ0379'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0379'DISK STAMPED 80-13D R.M. 2 WHICH PROJECTS 0.3 FOOT ABOVE
 LJ0379'GROUND ELEVATION, ON TOP OF SMALL KNOLL WEST OF STATION, 245.0
 LJ0379'FEET EAST OF NORTH-SOUTH FENCE, 165.8 FEET NORTH OF EAST-WEST
 LJ0379'FENCE.
 LJ0379'
 LJ0379'AZIMUTH MARK IS STANDARD DEPARTMENT OF ROADS AZIMUTH MARK DISK
 LJ0379'STAMPED 80-13D 1960 SET IN THE TOP OF 6 INCH CONCRETE POST WHICH
 LJ0379'PROJECTS 0.1 FOOT ABOVE GROUND ABOUT 530.0 FEET NORTHWEST OF
 LJ0379'MEADOW ENTRANCE FROM WILLOW ISLAND ROAD, 1.6 FEET NORTH
 LJ0379'OF STEEL WITNESS POST AND SIGN, 3.1 FEET NORTH OF
 LJ0379'EAST-WEST FENCE ON THE NORTH SIDE OF HAY STACK ENCLOSURE, AND
 LJ0379'2.5 FEET NORTHWEST OF THE NORTHEAST CORNER POST OF HAY
 LJ0379'STACK ENCLOSURE.
 LJ0379'
 LJ0379'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG
 LJ0379'THE NORTH-SOUTH FENCE IN THE MEADOW FOR 0.4 MILE TO EAST-WEST
 LJ0379'FENCE ON NORTH SIDE OF HAY STACK ENCLOSURE TO MARK AT NORTHEAST
 LJ0379'CORNER OF ENCLOSURE AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0378 ***********************************************************************
 LJ0378  DESIGNATION -  80 13 D AZ MK
 LJ0378  PID         -  LJ0378
 LJ0378  STATE/COUNTY-  NE/DAWSON
 LJ0378  COUNTRY     -  US
 LJ0378  USGS QUAD   -  GOTHENBURG (2017)
 LJ0378
 LJ0378                         *CURRENT SURVEY CONTROL
 LJ0378  ______________________________________________________________________
 LJ0378* NAD 83(1995) POSITION- 40 54 12.53360(N) 100 08 27.52016(W)   ADJUSTED
 LJ0378* NAVD 88 ORTHO HEIGHT -   779.    (meters)     2556.    (feet) VERTCON
 LJ0378  ______________________________________________________________________
 LJ0378  GEOID HEIGHT    -        -23.170 (meters)                     GEOID18
 LJ0378  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 LJ0378  HORZ ORDER      -  SECOND
 LJ0378
 LJ0378.The horizontal coordinates were established by classical geodetic methods
 LJ0378.and adjusted by the National Geodetic Survey in August 1997.
 LJ0378
 LJ0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0378
 LJ0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0378.GEOID18 height accuracy estimate available here.
 LJ0378
 LJ0378.Click photographs - Photos may exist for this station.
 LJ0378
 LJ0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0378
 LJ0378. The following values were computed from the NAD 83(1995) position.
 LJ0378
 LJ0378;                    North         East     Units Scale Factor Converg.
 LJ0378;SPC NE       -   118,825.097   488,124.928   MT  0.99971347   -0 05 36.3
 LJ0378;SPC NE       -   389,845.34  1,601,456.53   sFT  0.99971347   -0 05 36.3
 LJ0378;UTM  14      - 4,528,669.264   403,901.256   MT  0.99971366   -0 44 49.8
 LJ0378
 LJ0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0378!SPC NE       -   0.99988141  x   0.99971347  =   0.99959491
 LJ0378!UTM  14      -   0.99988141  x   0.99971366  =   0.99959510
 LJ0378
 LJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0390128669(NAD 83)
 LJ0378
 LJ0378                          SUPERSEDED SURVEY CONTROL
 LJ0378
 LJ0378  NAD 83(1986)-  40 54 12.54032(N)    100 08 27.52589(W) AD(       ) 2
 LJ0378  NAD 27      -  40 54 12.50750(N)    100 08 26.06766(W) AD(       ) 2
 LJ0378  NGVD 29 (07/19/86)  779.     (m)         2556.     (f) VERT ANG       
 LJ0378
 LJ0378.Superseded values are not recommended for survey control.
 LJ0378
 LJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0378.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0378
 LJ0378_MARKER: DZ = AZIMUTH MARK DISK
 LJ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0378_STAMPING: 80-13D 1960
 LJ0378_MARK LOGO: NEDR
 LJ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0378+STABILITY: SURFACE MOTION
 LJ0378
 LJ0378  HISTORY     - Date     Condition        Report By
 LJ0378  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0378
 LJ0378                          STATION DESCRIPTION
 LJ0378
 LJ0378'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0378'AZIMUTH MARK IS STANDARD DEPARTMENT OF ROADS AZIMUTH MARK DISK
 LJ0378'STAMPED 80-13D 1960 SET IN THE TOP OF 6 INCH CONCRETE POST WHICH
 LJ0378'PROJECTS 0.1 FOOT ABOVE GROUND ABOUT 530.0 FEET NORTHWEST OF
 LJ0378'MEADOW ENTRANCE FROM WILLOW ISLAND ROAD, 1.6 FEET NORTH
 LJ0378'OF STEEL WITNESS POST AND SIGN, 3.1 FEET NORTH OF
 LJ0378'EAST-WEST FENCE ON THE NORTH SIDE OF HAY STACK ENCLOSURE, AND
 LJ0378'2.5 FEET NORTHWEST OF THE NORTHEAST CORNER POST OF HAY
 LJ0378'STACK ENCLOSURE.
 LJ0378'
 LJ0378'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG
 LJ0378'THE NORTH-SOUTH FENCE IN THE MEADOW FOR 0.4 MILE TO EAST-WEST
 LJ0378'FENCE ON NORTH SIDE OF HAY STACK ENCLOSURE TO MARK AT NORTHEAST
 LJ0378'CORNER OF ENCLOSURE AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0380 ***********************************************************************
 LJ0380  DESIGNATION -  80 13 E
 LJ0380  PID         -  LJ0380
 LJ0380  STATE/COUNTY-  NE/DAWSON
 LJ0380  COUNTRY     -  US
 LJ0380  USGS QUAD   -  GOTHENBURG (2017)
 LJ0380
 LJ0380                         *CURRENT SURVEY CONTROL
 LJ0380  ______________________________________________________________________
 LJ0380* NAD 83(1995) POSITION- 40 55 10.61904(N) 100 09 14.91959(W)   ADJUSTED
 LJ0380* NAVD 88 ORTHO HEIGHT -   780.9   (meters)     2562.    (feet) VERTCON
 LJ0380  ______________________________________________________________________
 LJ0380  GEOID HEIGHT    -        -23.121 (meters)                     GEOID18
 LJ0380  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 LJ0380  HORZ ORDER      -  SECOND
 LJ0380
 LJ0380.The horizontal coordinates were established by classical geodetic methods
 LJ0380.and adjusted by the National Geodetic Survey in August 1997.
 LJ0380
 LJ0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0380
 LJ0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0380.GEOID18 height accuracy estimate available here.
 LJ0380
 LJ0380.Click photographs - Photos may exist for this station.
 LJ0380
 LJ0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0380
 LJ0380. The following values were computed from the NAD 83(1995) position.
 LJ0380
 LJ0380;                    North         East     Units Scale Factor Converg.
 LJ0380;SPC NE       -   120,618.281   487,019.060   MT  0.99971057   -0 06 07.7
 LJ0380;SPC NE       -   395,728.48  1,597,828.37   sFT  0.99971057   -0 06 07.7
 LJ0380;UTM  14      - 4,530,474.955   402,815.918   MT  0.99971624   -0 45 21.7
 LJ0380
 LJ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0380!SPC NE       -   0.99988115  x   0.99971057  =   0.99959175
 LJ0380!UTM  14      -   0.99988115  x   0.99971624  =   0.99959742
 LJ0380
 LJ0380:                Primary Azimuth Mark                     Grid Az
 LJ0380:SPC NE       -  80 13 F                                  204 10 05.7
 LJ0380:UTM  14      -  80 13 F                                  204 49 19.7
 LJ0380
 LJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0281530474(NAD 83)
 LJ0380
 LJ0380|---------------------------------------------------------------------|
 LJ0380| PID    Reference Object                     Distance      Geod. Az  |
 LJ0380|                                                           dddmmss.s |
 LJ0380| CN8399 80 13 E RM 1                          5.185 METERS 05520     |
 LJ0380| LJ0381 80 13 F                             APPROX. 0.9 KM 2040358.0 |
 LJ0380| CN8400 80 13 E RM 2                         26.213 METERS 23136     |
 LJ0380| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 2.1 KM 3464609.6 |
 LJ0380|---------------------------------------------------------------------|
 LJ0380
 LJ0380                          SUPERSEDED SURVEY CONTROL
 LJ0380
 LJ0380  NAD 83(1986)-  40 55 10.62575(N)    100 09 14.92547(W) AD(       ) 2
 LJ0380  NAD 27      -  40 55 10.59387(N)    100 09 13.46415(W) AD(       ) 2
 LJ0380  NGVD 29 (07/19/86)  780.6    (m)         2561.     (f) VERT ANG       
 LJ0380
 LJ0380.Superseded values are not recommended for survey control.
 LJ0380
 LJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0380.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0380
 LJ0380_MARKER: DS = TRIANGULATION STATION DISK
 LJ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0380_STAMPING: 80-13E 1960
 LJ0380_MARK LOGO: NEDR
 LJ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0380+STABILITY: SURFACE MOTION
 LJ0380
 LJ0380  HISTORY     - Date     Condition        Report By
 LJ0380  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0380
 LJ0380                          STATION DESCRIPTION
 LJ0380
 LJ0380'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0380'STATION IS LOCATED 0.4 MILE EAST AND 0.5 MILE SOUTH OF RAILROAD
 LJ0380'STATION AT GOTHENBURG, IN SECTION 15, T11N, R 25 W.
 LJ0380'
 LJ0380'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0380'PROCEED EAST 0.4 MILE ALONG HIGHWAY 30, TURN RIGHT (SOUTH) AND
 LJ0380'PROCEED FOR 0.5 MILE ALONG COUNTY ROAD, TURN LEFT (EAST) INTO
 LJ0380'PASTURE THROUGH GATE AND PROCEED ALONG CANAL DIKE TO STATION.
 LJ0380'
 LJ0380'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0380'MARK DISK STAMPED 80-13E 1960 WHICH PROJECTS 0.1 FOOT ABOVE
 LJ0380'GROUND ON TOP OF CANAL DIKE.
 LJ0380'
 LJ0380'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0380'MARK DISK STAMPED 80-13E R.M. 1, WHICH PROJECTS 0.1 FOOT ABOVE
 LJ0380'GROUND ELEVATION ON TOP OF CANAL DIKE, 2.6 FEET NORTHEAST OF
 LJ0380'GAS LINE MARKER POST.
 LJ0380'
 LJ0380'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0380'DISK STAMPED 80-13E R.M. 2, WHICH PROJECTS 0.1 FOOT ABOVE GROUND
 LJ0380'ELEVATION, ON TOP OF CANAL DIKE, 1.0 FOOT EAST OF STEEL WITNESS
 LJ0380'POST AND SIGN.
 LJ0380'
 LJ0380'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0381 ***********************************************************************
 LJ0381  DESIGNATION -  80 13 F
 LJ0381  PID         -  LJ0381
 LJ0381  STATE/COUNTY-  NE/DAWSON
 LJ0381  COUNTRY     -  US
 LJ0381  USGS QUAD   -  GOTHENBURG (2017)
 LJ0381
 LJ0381                         *CURRENT SURVEY CONTROL
 LJ0381  ______________________________________________________________________
 LJ0381* NAD 83(1995) POSITION- 40 54 44.52928(N) 100 09 30.27889(W)   ADJUSTED
 LJ0381* NAVD 88 ORTHO HEIGHT -   780.2   (meters)     2560.    (feet) VERTCON
 LJ0381  ______________________________________________________________________
 LJ0381  GEOID HEIGHT    -        -23.136 (meters)                     GEOID18
 LJ0381  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 LJ0381  HORZ ORDER      -  SECOND
 LJ0381
 LJ0381.The horizontal coordinates were established by classical geodetic methods
 LJ0381.and adjusted by the National Geodetic Survey in August 1997.
 LJ0381
 LJ0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0381
 LJ0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0381.GEOID18 height accuracy estimate available here.
 LJ0381
 LJ0381.Click photographs - Photos may exist for this station.
 LJ0381
 LJ0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0381
 LJ0381. The following values were computed from the NAD 83(1995) position.
 LJ0381
 LJ0381;                    North         East     Units Scale Factor Converg.
 LJ0381;SPC NE       -   119,814.351   486,658.294   MT  0.99971186   -0 06 17.9
 LJ0381;SPC NE       -   393,090.92  1,596,644.75   sFT  0.99971186   -0 06 17.9
 LJ0381;UTM  14      - 4,529,675.190   402,446.000   MT  0.99971713   -0 45 31.3
 LJ0381
 LJ0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0381!SPC NE       -   0.99988126  x   0.99971186  =   0.99959315
 LJ0381!UTM  14      -   0.99988126  x   0.99971713  =   0.99959842
 LJ0381
 LJ0381:                Primary Azimuth Mark                     Grid Az
 LJ0381:SPC NE       -  80 13 E                                  024 10 05.9
 LJ0381:UTM  14      -  80 13 E                                  024 49 19.3
 LJ0381
 LJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0244629675(NAD 83)
 LJ0381
 LJ0381|---------------------------------------------------------------------|
 LJ0381| PID    Reference Object                     Distance      Geod. Az  |
 LJ0381|                                                           dddmmss.s |
 LJ0381| LJ0380 80 13 E                             APPROX. 0.9 KM 0240348.0 |
 LJ0381| CN8401 80 13 F RM 1                                       06845     |
 LJ0381| CN8402 80 13 F RM 2                         38.949 METERS 12752     |
 LJ0381|---------------------------------------------------------------------|
 LJ0381
 LJ0381                          SUPERSEDED SURVEY CONTROL
 LJ0381
 LJ0381  NAD 83(1986)-  40 54 44.53597(N)    100 09 30.28472(W) AD(       ) 2
 LJ0381  NAD 27      -  40 54 44.50448(N)    100 09 28.82440(W) AD(       ) 2
 LJ0381  NGVD 29 (07/19/86)  779.9    (m)         2559.     (f) VERT ANG       
 LJ0381
 LJ0381.Superseded values are not recommended for survey control.
 LJ0381
 LJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0381.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0381
 LJ0381_MARKER: DS = TRIANGULATION STATION DISK
 LJ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0381_STAMPING: 80-13F 1960
 LJ0381_MARK LOGO: NEDR
 LJ0381_PROJECTION: FLUSH
 LJ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0381+STABILITY: SURFACE MOTION
 LJ0381
 LJ0381  HISTORY     - Date     Condition        Report By
 LJ0381  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0381
 LJ0381                          STATION DESCRIPTION
 LJ0381
 LJ0381'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0381'THE STATION IS LOCATED ABOUT 0.4 MILE EAST AND 0.9 MILE SOUTH
 LJ0381'OF THE RAILROAD STATION AT GOTHENBURG IN SECTION 22, T11N, R 25 W.
 LJ0381'
 LJ0381'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0381'PROCEED EAST 0.4 MILE ALONG HIGHWAY 30, TURN LEFT (SOUTH) AND
 LJ0381'PROCEED 0.9 MILE ALONG COUNTY ROAD TO GATE IN PASTURE FENCE ON WEST
 LJ0381'R.O.W., TURN RIGHT (WEST) THROUGH PASTURE ENTRANCE GATE AND
 LJ0381'PROCEED 121.7 FEET TO THE TOP OF A SMALL RIDGE TO STATION.
 LJ0381'
 LJ0381'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION MARK
 LJ0381'DISK STAMPED 80-13F 1960 SET FLUSH WITH THE GROUND.
 LJ0381'
 LJ0381'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0381'MARK DISK STAMPED 80-13F R.M. 1 SET FLUSH WITH THE GROUND 1.0
 LJ0381'FOOT WEST OF WEST R.O.W. FENCE, 1.5 FEET WEST OF STEEL WITNESS
 LJ0381'POST AND SIGN, 62.0 FEET NORTH OF PASTURE ENTRANCE GATE.
 LJ0381'
 LJ0381'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0381'MARK DISK STAMPED 80-13F R.M. 2 SET FLUSH WITH THE GROUND, 0.6
 LJ0381'FOOT WEST OF WEST R.O.W. FENCE AND 70.7 FEET SOUTH OF PASTURE
 LJ0381'ENTRANCE GATE.
 LJ0381'
 LJ0381'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0360 ***********************************************************************
 LJ0360  DESIGNATION -  80 13 RESET
 LJ0360  PID         -  LJ0360
 LJ0360  STATE/COUNTY-  NE/DAWSON
 LJ0360  COUNTRY     -  US
 LJ0360  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0360
 LJ0360                         *CURRENT SURVEY CONTROL
 LJ0360  ______________________________________________________________________
 LJ0360* NAD 83(1995) POSITION- 40 52 56.37928(N) 100 02 00.72107(W)   ADJUSTED
 LJ0360* NAVD 88 ORTHO HEIGHT -   765.5   (meters)     2511.    (feet) VERTCON
 LJ0360  ______________________________________________________________________
 LJ0360  GEOID HEIGHT    -        -23.318 (meters)                     GEOID18
 LJ0360  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 LJ0360  HORZ ORDER      -  SECOND
 LJ0360
 LJ0360.The horizontal coordinates were established by classical geodetic methods
 LJ0360.and adjusted by the National Geodetic Survey in August 1997.
 LJ0360
 LJ0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0360
 LJ0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0360.GEOID18 height accuracy estimate available here.
 LJ0360
 LJ0360.Click photographs - Photos may exist for this station.
 LJ0360
 LJ0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0360
 LJ0360. The following values were computed from the NAD 83(1995) position.
 LJ0360
 LJ0360;                    North         East     Units Scale Factor Converg.
 LJ0360;SPC NE       -   116,467.444   497,174.429   MT  0.99971738   -0 01 20.0
 LJ0360;SPC NE       -   382,110.27  1,631,146.44   sFT  0.99971738   -0 01 20.0
 LJ0360;UTM  14      - 4,526,208.502   412,923.148   MT  0.99969332   -0 40 35.4
 LJ0360
 LJ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0360!SPC NE       -   0.99988359  x   0.99971738  =   0.99960101
 LJ0360!UTM  14      -   0.99988359  x   0.99969332  =   0.99957695
 LJ0360
 LJ0360:                Primary Azimuth Mark                     Grid Az
 LJ0360:SPC NE       -  80 13 AZ MK RESET                        180 35 57.7
 LJ0360:UTM  14      -  80 13 AZ MK RESET                        181 15 13.1
 LJ0360
 LJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1292326208(NAD 83)
 LJ0360
 LJ0360|---------------------------------------------------------------------|
 LJ0360| PID    Reference Object                     Distance      Geod. Az  |
 LJ0360|                                                           dddmmss.s |
 LJ0360| CN8405 80 13 RESET RM 1                      5.486 METERS 08940     |
 LJ0360| LJ0373 80 13 AZ MK RESET                   APPROX. 0.9 KM 1803437.7 |
 LJ0360| CN8406 80 13 RESET RM 2                     18.526 METERS 32915     |
 LJ0360|---------------------------------------------------------------------|
 LJ0360
 LJ0360                          SUPERSEDED SURVEY CONTROL
 LJ0360
 LJ0360  NAD 83(1986)-  40 52 56.38667(N)    100 02 00.72633(W) AD(       ) 2
 LJ0360  NAD 27      -  40 52 56.35525(N)    100 01 59.28563(W) AD(       ) 2
 LJ0360  NGVD 29 (07/19/86)  765.2    (m)         2510.     (f) VERT ANG       
 LJ0360
 LJ0360.Superseded values are not recommended for survey control.
 LJ0360
 LJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0360.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0360
 LJ0360_MARKER: DS = TRIANGULATION STATION DISK
 LJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0360_STAMPING: 8-13 RESET 1963
 LJ0360_MARK LOGO: NEDR
 LJ0360_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0360+STABILITY: SURFACE MOTION
 LJ0360
 LJ0360  HISTORY     - Date     Condition        Report By
 LJ0360  HISTORY     - 1963     MONUMENTED       NEDR
 LJ0360
 LJ0360                          STATION DESCRIPTION
 LJ0360
 LJ0360'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GLC)
 LJ0360'STATION IS LOCATED ABOUT 3.0 MILES WEST AND 0.5 MILE NORTH
 LJ0360'OF THE RAILROAD STATION AT COZAD, BETWEEN SECTIONS 34 AND
 LJ0360'35, RANGE 24W, TOWNSHIP 11N.
 LJ0360'
 LJ0360'TO REACH THE STATION FROM THE RAILROAD STATION AT COZAD,
 LJ0360'PROCEED WEST ALONG HIGHWAY 30 FOR 3.0 MILES TO COUNTY ROAD
 LJ0360'JUNCTION, TURN RIGHT (NORTH) AND PROCEED ALONG COUNTY ROAD
 LJ0360'FOR 0.5 MILE TO THE STATION IN THE CENTERLINE OF THE COUNTY
 LJ0360'ROAD.
 LJ0360'
 LJ0360'STATION MARK IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION
 LJ0360'DISK STAMPED 80-13 RESET-1963 WHICH IS BURIED ONE FOOT BELOW
 LJ0360'THE GROUND, 144.0 FEET NORTH OF THE SECOND POWER POLE NORTH
 LJ0360'OF A TRANSFORMER AND POWER LINE CROSSING EAST ACROSS THE
 LJ0360'COUNTY ROAD.  THE STATION IS 19.9 FEET WEST OF THE EAST R.O.W.
 LJ0360'FENCE AND 35.5 FEET EAST OF THE WEST R.O.W. FENCE.
 LJ0360'
 LJ0360'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 LJ0360'80-13 RESET 1963 AND IS SET FLUSH WITH THE GROUND 70 FEET
 LJ0360'WEST OF THE EAST R.O.W. FENCE, 18.0 FEET EAST OF THE STATION.
 LJ0360'
 LJ0360'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0360'MARK DISK STAMPED 80-13 RESET 1963, SET FLUSH WITH THE GROUND,
 LJ0360'60.78 FEET NORTHWEST OF THE STATION, 1.0 FOOT EAST OF THE
 LJ0360'3RD POWER POLE NORTH OF THE TRANSFORMER.
 LJ0360'
 LJ0360'AZIMUTH MARK IS A STANDARD DEPARTMENT OF ROADS AZIMUTH MARK
 LJ0360'DISK SET IN THE TOP OF A 6-INCH CONCRETE POST AND IS 0.2 FOOT
 LJ0360'BELOW THE SURFACE OF THE GROUND, 12.0 FEET EAST OF THE CENTERLINE
 LJ0360'OF THE COUNTY ROAD, 5.1 FEET WEST OF A STEEL WITNESS POST
 LJ0360'AND SIGN, 6.0 FEET WEST OF THE EAST R.O.W. FENCE, 6.3 FEET
 LJ0360'NORTH OF THE NORTH GATE POST, 218.3 FEET SOUTH OF THE SOUTH
 LJ0360'RAIL OF THE SOUTH MAIN TRACK OF THE UNION PACIFIC RAILROAD,
 LJ0360'(MEASURED ALONG COUNTY ROAD).
 LJ0360'
 LJ0360'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 0.6 MILE
 LJ0360'SOUTH ALONG COUNTY ROAD TO THE MARK ON THE RIGHT SIDE OF THE
 LJ0360'COUNTY ROAD AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0388 ***********************************************************************
 LJ0388  DESIGNATION -  80 14
 LJ0388  PID         -  LJ0388
 LJ0388  STATE/COUNTY-  NE/DAWSON
 LJ0388  COUNTRY     -  US
 LJ0388  USGS QUAD   -  GOTHENBURG (2017)
 LJ0388
 LJ0388                         *CURRENT SURVEY CONTROL
 LJ0388  ______________________________________________________________________
 LJ0388* NAD 83(1995) POSITION- 40 55 16.83057(N) 100 10 00.07644(W)   ADJUSTED
 LJ0388* NAVD 88 ORTHO HEIGHT -   781.0   (meters)     2562.    (feet) VERTCON
 LJ0388  ______________________________________________________________________
 LJ0388  GEOID HEIGHT    -        -23.109 (meters)                     GEOID18
 LJ0388  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 LJ0388  HORZ ORDER      -  SECOND
 LJ0388
 LJ0388.The horizontal coordinates were established by classical geodetic methods
 LJ0388.and adjusted by the National Geodetic Survey in August 1997.
 LJ0388
 LJ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0388
 LJ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0388.GEOID18 height accuracy estimate available here.
 LJ0388
 LJ0388.Click photographs - Photos may exist for this station.
 LJ0388
 LJ0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0388
 LJ0388. The following values were computed from the NAD 83(1995) position.
 LJ0388
 LJ0388;                    North         East     Units Scale Factor Converg.
 LJ0388;SPC NE       -   120,811.798   485,963.100   MT  0.99971027   -0 06 37.7
 LJ0388;SPC NE       -   396,363.37  1,594,363.94   sFT  0.99971027   -0 06 37.7
 LJ0388;UTM  14      - 4,530,680.511   401,762.228   MT  0.99971878   -0 45 51.4
 LJ0388
 LJ0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0388!SPC NE       -   0.99988113  x   0.99971027  =   0.99959143
 LJ0388!UTM  14      -   0.99988113  x   0.99971878  =   0.99959994
 LJ0388
 LJ0388:                Primary Azimuth Mark                     Grid Az
 LJ0388:SPC NE       -  80 14 AZ MK                              328 43 42.4
 LJ0388:UTM  14      -  80 14 AZ MK                              329 22 56.1
 LJ0388
 LJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0176230680(NAD 83)
 LJ0388
 LJ0388|---------------------------------------------------------------------|
 LJ0388| PID    Reference Object                     Distance      Geod. Az  |
 LJ0388|                                                           dddmmss.s |
 LJ0388| CN8419 80 14 RM 1                           50.260 METERS 00616     |
 LJ0388| CN8420 80 14 RM 2                           23.420 METERS 10425     |
 LJ0388| LJ0387 80 14 AZ MK                         APPROX. 0.7 KM 3283704.7 |
 LJ0388|---------------------------------------------------------------------|
 LJ0388
 LJ0388                          SUPERSEDED SURVEY CONTROL
 LJ0388
 LJ0388  NAD 83(1986)-  40 55 16.83718(N)    100 10 00.08213(W) AD(       ) 2
 LJ0388  NAD 27      -  40 55 16.80721(N)    100 09 58.62920(W) AD(       ) 2
 LJ0388  NGVD 29 (07/19/86)  780.7    (m)         2561.     (f) VERT ANG       
 LJ0388
 LJ0388.Superseded values are not recommended for survey control.
 LJ0388
 LJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0388.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0388
 LJ0388_MARKER: DS = TRIANGULATION STATION DISK
 LJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0388_STAMPING: 80-14 1960
 LJ0388_MARK LOGO: NEDR
 LJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0388+STABILITY: SURFACE MOTION
 LJ0388
 LJ0388  HISTORY     - Date     Condition        Report By
 LJ0388  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0388
 LJ0388                          STATION DESCRIPTION
 LJ0388
 LJ0388'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0388'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTH OF RAILROAD STATION
 LJ0388'AT GOTHENBURG IN SECTION 15, T11N, R25W.
 LJ0388'
 LJ0388'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0388'PROCEED SOUTH ALONG HIGHWAY 47 FOR 0.4 MILE TO CURVE AND
 LJ0388'INTERSECTION WITH COUNTY ROAD AND STATION.
 LJ0388'
 LJ0388'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION MARK
 LJ0388'DISK STAMPED 80-14 1960.  IT IS BURIED 1.0 FOOT BELOW GROUND,
 LJ0388'10.9 FEET WEST OF WEST EDGE OF OIL ROAD, 100 FEET SOUTH OF NORTH
 LJ0388'RADIUS OF INTERSECTION, 18.6 FEET EAST OF THE WEST SHOULDER OF
 LJ0388'COUNTY ROAD.
 LJ0388'
 LJ0388'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0388'MARK DISK STAMPED 80-14 R.M. 1 WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0388'THE GROUND, 4.4 FEET SOUTH OF NORTH CORNER POST, 40.1 FEET
 LJ0388'WEST OF WEST EDGE OF OIL ROAD, 27.0 FEET EAST OF CENTERLINE
 LJ0388'OF COUNTY ROAD, 64.9 FEET NORTH OF NORTH RADIUS OF INTERSECTION
 LJ0388'AND 19.5 FEET NORTHEAST OF NORTH END OF EAST HEADWALL OF 24 INCH
 LJ0388'CORRUGATED METAL CULVERT PIPE.
 LJ0388'
 LJ0388'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0388'MARK DISK STAMPED 80-14 R.M. 2 WHICH PROJECTS 0.2 FOOT ABOVE THE
 LJ0388'GROUND, 40.8 FEET EAST OF EAST EDGE OF ROAD, 0.9 FOOT WEST
 LJ0388'OF EAST R.O.W. FENCE, 27.5 FEET NORTH OF TELEPHONE POLE AND
 LJ0388'110.0 FEET SOUTH OF PASTURE CORNER.
 LJ0388'
 LJ0388'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0388'DISK STAMPED 80-14 1960.  IT IS SET IN THE TOP OF A SIX INCH
 LJ0388'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS
 LJ0388'39.1 FEET SOUTH OF CENTERLINE OF FIFTH STREET, 29.6 FEET EAST
 LJ0388'OF CENTERLINE OF NORTH-SOUTH STREET, 13.6 FEET SOUTH OF CORNER
 LJ0388'FENCE POST, 1.4 FEET WEST OF FENCE, 1.3 FEET SOUTH WEST OF
 LJ0388'WITNESS POST.
 LJ0388'
 LJ0388'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.3
 LJ0388'MILE ALONG COUNTY ROAD TO INTERSECTION OF AVENUE C AND FIFTH
 LJ0388'STREET, TURN LEFT (WEST) ON 5TH STREET AND PROCEED FOR 0.2 MILE
 LJ0388'TO INTERSECTION TO MARK IN SOUTHEAST CORNER OF INTERSECTION
 LJ0388'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0385 ***********************************************************************
 LJ0385  DESIGNATION -  80 14 A
 LJ0385  PID         -  LJ0385
 LJ0385  STATE/COUNTY-  NE/DAWSON
 LJ0385  COUNTRY     -  US
 LJ0385  USGS QUAD   -  GOTHENBURG (2017)
 LJ0385
 LJ0385                         *CURRENT SURVEY CONTROL
 LJ0385  ______________________________________________________________________
 LJ0385* NAD 83(1995) POSITION- 40 55 39.26709(N) 100 11 09.69672(W)   ADJUSTED
 LJ0385* NAVD 88 ORTHO HEIGHT -   782.6   (meters)     2568.    (feet) VERTCON
 LJ0385  ______________________________________________________________________
 LJ0385  GEOID HEIGHT    -        -23.086 (meters)                     GEOID18
 LJ0385  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 LJ0385  HORZ ORDER      -  SECOND
 LJ0385
 LJ0385.The horizontal coordinates were established by classical geodetic methods
 LJ0385.and adjusted by the National Geodetic Survey in August 1997.
 LJ0385
 LJ0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0385
 LJ0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0385.GEOID18 height accuracy estimate available here.
 LJ0385
 LJ0385.Click photographs - Photos may exist for this station.
 LJ0385
 LJ0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0385
 LJ0385. The following values were computed from the NAD 83(1995) position.
 LJ0385
 LJ0385;                    North         East     Units Scale Factor Converg.
 LJ0385;SPC NE       -   121,507.037   484,336.044   MT  0.99970917   -0 07 23.8
 LJ0385;SPC NE       -   398,644.34  1,589,025.84   sFT  0.99970917   -0 07 23.8
 LJ0385;UTM  14      - 4,531,394.278   400,143.193   MT  0.99972273   -0 46 37.3
 LJ0385
 LJ0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0385!SPC NE       -   0.99988087  x   0.99970917  =   0.99959008
 LJ0385!UTM  14      -   0.99988087  x   0.99972273  =   0.99960364
 LJ0385
 LJ0385:                Primary Azimuth Mark                     Grid Az
 LJ0385:SPC NE       -  80 14 A AZ MK                            060 01 38.0
 LJ0385:UTM  14      -  80 14 A AZ MK                            060 40 51.5
 LJ0385
 LJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0014331394(NAD 83)
 LJ0385
 LJ0385|---------------------------------------------------------------------|
 LJ0385| PID    Reference Object                     Distance      Geod. Az  |
 LJ0385|                                                           dddmmss.s |
 LJ0385| LJ0386 80 14 A AZ MK                       APPROX. 0.6 KM 0595414.2 |
 LJ0385| CN8407 80 14 A RM 1                          4.970 METERS 09117     |
 LJ0385| CN8408 80 14 A RM 2                          4.969 METERS 19449     |
 LJ0385|---------------------------------------------------------------------|
 LJ0385
 LJ0385                          SUPERSEDED SURVEY CONTROL
 LJ0385
 LJ0385  NAD 83(1986)-  40 55 39.27361(N)    100 11 09.70256(W) AD(       ) 2
 LJ0385  NAD 27      -  40 55 39.24441(N)    100 11 08.24476(W) AD(       ) 2
 LJ0385  NGVD 29 (07/19/86)  782.3    (m)         2567.     (f) VERT ANG       
 LJ0385
 LJ0385.Superseded values are not recommended for survey control.
 LJ0385
 LJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0385.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0385
 LJ0385_MARKER: DS = TRIANGULATION STATION DISK
 LJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0385_STAMPING: 80-14A 1960
 LJ0385_MARK LOGO: NEDR
 LJ0385_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0385+STABILITY: SURFACE MOTION
 LJ0385
 LJ0385  HISTORY     - Date     Condition        Report By
 LJ0385  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0385  HISTORY     - 20100907 MARK NOT FOUND   NEGS
 LJ0385
 LJ0385                          STATION DESCRIPTION
 LJ0385
 LJ0385'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0385'THE STATION IS LOCATED ABOUT 1.4 MILES WEST AND 0.7 MILE
 LJ0385'SOUTH OF RAILROAD STATION AT GOTHENBURG IN SECTION 16, T11N, R
 LJ0385'25 W.
 LJ0385'
 LJ0385'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0385'PROCEED WEST 1.4 MILES ALONG HIGHWAY 30, THEN TURN LEFT (SOUTH)
 LJ0385'ALONG COUNTY ROAD FOR 0.5 MILE TO FARM BUILDINGS IN THE SOUTHWEST
 LJ0385'CORNER OF THE INTERSECTION, CONTINUE SOUTH ALONG FARM LANE FOR 0.2
 LJ0385'MILE TO STATION ON THE RIGHT.
 LJ0385'
 LJ0385'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0385'MARK DISK STAMPED 80-14A 1960.  IT IS BURIED 1.0 FOOT BELOW
 LJ0385'GROUND, 16.79 FEET WEST OF EAST LANE FENCE AND 4.9 FEET EAST
 LJ0385'OF WEST LANE FENCE.
 LJ0385'
 LJ0385'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0385'MARK DISK STAMPED 80-14A R.M. 1 SET FLUSH WITH THE GROUND,
 LJ0385'0.5 FOOT WEST OF EAST LANE FENCE.
 LJ0385'
 LJ0385'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0385'MARK DISK STAMPED 80-14A R.M. 2 SET FLUSH WITH THE GROUND, 0.5
 LJ0385'FOOT EAST OF WEST LANE FENCE.
 LJ0385'
 LJ0385'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0385'DISK STAMPED 80-14A 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0385'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 38.0 FEET NORTH
 LJ0385'OF CENTERLINE OF COUNTY ROAD, 1.2 FEET SOUTH OF STEEL WITNESS
 LJ0385'POST, 1.5 FEET SOUTH OF NORTH R.O.W. FENCE AND 26.8 FEET EAST OF
 LJ0385'CORNER FENCE POST, AT T INTERSECTION OF NORTH-SOUTH, AND
 LJ0385'EAST-WEST FENCE.
 LJ0385'
 LJ0385'TO REACH AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.2
 LJ0385'MILE ALONG FARM LANE TO INTERSECTION, TURN RIGHT (EAST) AND
 LJ0385'PROCEED 0.3 MILE ALONG COUNTY ROAD TO MARK ON LEFT AS DESCRIBED.
 LJ0385
 LJ0385                          STATION RECOVERY (2010)
 LJ0385
 LJ0385'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0386 ***********************************************************************
 LJ0386  DESIGNATION -  80 14 A AZ MK
 LJ0386  PID         -  LJ0386
 LJ0386  STATE/COUNTY-  NE/DAWSON
 LJ0386  COUNTRY     -  US
 LJ0386  USGS QUAD   -  GOTHENBURG (2017)
 LJ0386
 LJ0386                         *CURRENT SURVEY CONTROL
 LJ0386  ______________________________________________________________________
 LJ0386* NAD 83(1995) POSITION- 40 55 48.59805(N) 100 10 48.46792(W)   ADJUSTED
 LJ0386* NAVD 88 ORTHO HEIGHT -   784.    (meters)     2572.    (feet) VERTCON
 LJ0386  ______________________________________________________________________
 LJ0386  GEOID HEIGHT    -        -23.082 (meters)                     GEOID18
 LJ0386  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 LJ0386  HORZ ORDER      -  SECOND
 LJ0386
 LJ0386.The horizontal coordinates were established by classical geodetic methods
 LJ0386.and adjusted by the National Geodetic Survey in August 1997.
 LJ0386
 LJ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0386
 LJ0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0386.GEOID18 height accuracy estimate available here.
 LJ0386
 LJ0386.Click photographs - Photos may exist for this station.
 LJ0386
 LJ0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0386
 LJ0386. The following values were computed from the NAD 83(1995) position.
 LJ0386
 LJ0386;                    North         East     Units Scale Factor Converg.
 LJ0386;SPC NE       -   121,793.742   484,833.177   MT  0.99970872   -0 07 09.7
 LJ0386;SPC NE       -   399,584.97  1,590,656.85   sFT  0.99970872   -0 07 09.7
 LJ0386;UTM  14      - 4,531,675.295   400,643.571   MT  0.99972150   -0 46 23.6
 LJ0386
 LJ0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0386!SPC NE       -   0.99988061  x   0.99970872  =   0.99958936
 LJ0386!UTM  14      -   0.99988061  x   0.99972150  =   0.99960214
 LJ0386
 LJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0064331675(NAD 83)
 LJ0386
 LJ0386                          SUPERSEDED SURVEY CONTROL
 LJ0386
 LJ0386  NAD 83(1986)-  40 55 48.60463(N)    100 10 48.47376(W) AD(       ) 2
 LJ0386  NAD 27      -  40 55 48.57513(N)    100 10 47.01636(W) AD(       ) 2
 LJ0386  NGVD 29 (07/19/86)  784.     (m)         2572.     (f) VERT ANG       
 LJ0386
 LJ0386.Superseded values are not recommended for survey control.
 LJ0386
 LJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0386.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0386
 LJ0386_MARKER: DZ = AZIMUTH MARK DISK
 LJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0386_STAMPING: 80-14A 1960
 LJ0386_MARK LOGO: NEDR
 LJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0386+STABILITY: SURFACE MOTION
 LJ0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0386+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 LJ0386
 LJ0386  HISTORY     - Date     Condition        Report By
 LJ0386  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0386  HISTORY     - 20100901 GOOD             NEGS
 LJ0386
 LJ0386                          STATION DESCRIPTION
 LJ0386
 LJ0386'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0386'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0386'DISK STAMPED 80-14A 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0386'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 38.0 FEET NORTH
 LJ0386'OF CENTERLINE OF COUNTY ROAD, 1.2 FEET SOUTH OF STEEL WITNESS
 LJ0386'POST, 1.5 FEET SOUTH OF NORTH R.O.W. FENCE AND 26.8 FEET EAST OF
 LJ0386'CORNER FENCE POST, AT T INTERSECTION OF NORTH-SOUTH, AND
 LJ0386'EAST-WEST FENCE.
 LJ0386'
 LJ0386'TO REACH AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.2
 LJ0386'MILE ALONG FARM LANE TO INTERSECTION, TURN RIGHT (EAST) AND
 LJ0386'PROCEED 0.3 MILE ALONG COUNTY ROAD TO MARK ON LEFT AS DESCRIBED.
 LJ0386
 LJ0386                          STATION RECOVERY (2010)
 LJ0386
 LJ0386'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0386'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND E AVENUE
 LJ0386'IN GOTHENBURG, NEBRASKA., GO NORTHWEST ON U.S. HIGHWAY 30
 LJ0386'FOR 1.39 MILES TO COUNTY ROAD 410. TURN LEFT (SOUTH)
 LJ0386'ACROSS THE RAILROAD TRACKS AND GO 0.44 MILE TO COUNTY
 LJ0386'ROAD 765 (WEST 7TH STREET). TURN LEFT (EAST) AND GO 0.31 MILE
 LJ0386'TO THE MARK 30.5 FEET NORTH OF THE CENTERLINE OF
 LJ0386'WEST 7TH STREET, 30.0 FEET EAST OF THE CENTERLINE OF
 LJ0386'MIDWEST TLC BUISNESS DRIVE, 5.5 FEET SOUTHEAST OF A NAIL
 LJ0386'IN THE TOP OF A CORNER FENCE POST, 6.3 FEET SOUTHWEST OF A
 LJ0386'NAIL IN A BRACE POST, 1.2 FEET SOUTH OF A WITNESS POST AND
 LJ0386'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.20 FOOT
 LJ0386'BELOW THE GROUND. A 5/8 INCH REBAR WAS DRIVEN ALONG THE
 LJ0386'NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0387 ***********************************************************************
 LJ0387  DESIGNATION -  80 14 AZ MK
 LJ0387  PID         -  LJ0387
 LJ0387  STATE/COUNTY-  NE/DAWSON
 LJ0387  COUNTRY     -  US
 LJ0387  USGS QUAD   -  GOTHENBURG (2017)
 LJ0387
 LJ0387                         *CURRENT SURVEY CONTROL
 LJ0387  ______________________________________________________________________
 LJ0387* NAD 83(1995) POSITION- 40 55 35.12717(N) 100 10 14.79125(W)   ADJUSTED
 LJ0387* NAVD 88 ORTHO HEIGHT -   781.    (meters)     2562.    (feet) VERTCON
 LJ0387  ______________________________________________________________________
 LJ0387  GEOID HEIGHT    -        -23.095 (meters)                     GEOID18
 LJ0387  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 LJ0387  HORZ ORDER      -  SECOND
 LJ0387
 LJ0387.The horizontal coordinates were established by classical geodetic methods
 LJ0387.and adjusted by the National Geodetic Survey in August 1997.
 LJ0387
 LJ0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0387
 LJ0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0387.GEOID18 height accuracy estimate available here.
 LJ0387
 LJ0387.Click photographs - Photos may exist for this station.
 LJ0387
 LJ0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0387
 LJ0387. The following values were computed from the NAD 83(1995) position.
 LJ0387
 LJ0387;                    North         East     Units Scale Factor Converg.
 LJ0387;SPC NE       -   121,376.716   485,620.009   MT  0.99970937   -0 06 47.4
 LJ0387;SPC NE       -   398,216.78  1,593,238.31   sFT  0.99970937   -0 06 47.4
 LJ0387;UTM  14      - 4,531,249.313   401,425.602   MT  0.99971959   -0 46 01.3
 LJ0387
 LJ0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0387!SPC NE       -   0.99988108  x   0.99970937  =   0.99959048
 LJ0387!UTM  14      -   0.99988108  x   0.99971959  =   0.99960070
 LJ0387
 LJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0142531249(NAD 83)
 LJ0387
 LJ0387                          SUPERSEDED SURVEY CONTROL
 LJ0387
 LJ0387  NAD 83(1986)-  40 55 35.13379(N)    100 10 14.79701(W) AD(       ) 2
 LJ0387  NAD 27      -  40 55 35.10420(N)    100 10 13.34315(W) AD(       ) 2
 LJ0387  NGVD 29 (07/19/86)  781.     (m)         2562.     (f) VERT ANG       
 LJ0387
 LJ0387.Superseded values are not recommended for survey control.
 LJ0387
 LJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0387.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0387
 LJ0387_MARKER: DZ = AZIMUTH MARK DISK
 LJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0387_STAMPING: 80-14 1960
 LJ0387_MARK LOGO: NEDR
 LJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0387+STABILITY: SURFACE MOTION
 LJ0387
 LJ0387  HISTORY     - Date     Condition        Report By
 LJ0387  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0387  HISTORY     - 20100907 MARK NOT FOUND   NEGS
 LJ0387
 LJ0387                          STATION DESCRIPTION
 LJ0387
 LJ0387'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0387'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0387'DISK STAMPED 80-14 1960.  IT IS SET IN THE TOP OF A SIX INCH
 LJ0387'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS
 LJ0387'39.1 FEET SOUTH OF CENTERLINE OF FIFTH STREET, 29.6 FEET EAST
 LJ0387'OF CENTERLINE OF NORTH-SOUTH STREET, 13.6 FEET SOUTH OF CORNER
 LJ0387'FENCE POST, 1.4 FEET WEST OF FENCE, 1.3 FEET SOUTH WEST OF
 LJ0387'WITNESS POST.
 LJ0387'
 LJ0387'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.3
 LJ0387'MILE ALONG COUNTY ROAD TO INTERSECTION OF AVENUE C AND FIFTH
 LJ0387'STREET, TURN LEFT (WEST) ON 5TH STREET AND PROCEED FOR 0.2 MILE
 LJ0387'TO INTERSECTION TO MARK IN SOUTHEAST CORNER OF INTERSECTION
 LJ0387'AS DESCRIBED.
 LJ0387
 LJ0387                          STATION RECOVERY (2010)
 LJ0387
 LJ0387'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0383 ***********************************************************************
 LJ0383  DESIGNATION -  80 14 B
 LJ0383  PID         -  LJ0383
 LJ0383  STATE/COUNTY-  NE/DAWSON
 LJ0383  COUNTRY     -  US
 LJ0383  USGS QUAD   -  GOTHENBURG (2017)
 LJ0383
 LJ0383                         *CURRENT SURVEY CONTROL
 LJ0383  ______________________________________________________________________
 LJ0383* NAD 83(1995) POSITION- 40 56 41.65180(N) 100 13 27.79506(W)   ADJUSTED
 LJ0383* NAVD 88 ORTHO HEIGHT -   788.1   (meters)     2586.    (feet) VERTCON
 LJ0383  ______________________________________________________________________
 LJ0383  GEOID HEIGHT    -        -23.036 (meters)                     GEOID18
 LJ0383  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 LJ0383  HORZ ORDER      -  SECOND
 LJ0383
 LJ0383.The horizontal coordinates were established by classical geodetic methods
 LJ0383.and adjusted by the National Geodetic Survey in August 1997.
 LJ0383
 LJ0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0383
 LJ0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0383.GEOID18 height accuracy estimate available here.
 LJ0383
 LJ0383.Click photographs - Photos may exist for this station.
 LJ0383
 LJ0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0383
 LJ0383. The following values were computed from the NAD 83(1995) position.
 LJ0383
 LJ0383;                    North         East     Units Scale Factor Converg.
 LJ0383;SPC NE       -   123,438.576   481,110.975   MT  0.99970619   -0 08 55.3
 LJ0383;SPC NE       -   404,981.39  1,578,444.92   sFT  0.99970619   -0 08 55.3
 LJ0383;UTM  14      - 4,533,362.526   396,940.312   MT  0.99973073   -0 48 08.8
 LJ0383
 LJ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0383!SPC NE       -   0.99988000  x   0.99970619  =   0.99958623
 LJ0383!UTM  14      -   0.99988000  x   0.99973073  =   0.99961077
 LJ0383
 LJ0383:                Primary Azimuth Mark                     Grid Az
 LJ0383:SPC NE       -  80 14 B AZ MK                            009 45 35.4
 LJ0383:UTM  14      -  80 14 B AZ MK                            010 24 48.9
 LJ0383
 LJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9694033362(NAD 83)
 LJ0383
 LJ0383|---------------------------------------------------------------------|
 LJ0383| PID    Reference Object                     Distance      Geod. Az  |
 LJ0383|                                                           dddmmss.s |
 LJ0383| LJ0384 80 14 B AZ MK                       APPROX. 0.7 KM 0093640.1 |
 LJ0383| CN8409 80 14 B RM 1                          5.386 METERS 08931     |
 LJ0383| CN8410 80 14 B RM 2                          8.155 METERS 27030     |
 LJ0383|---------------------------------------------------------------------|
 LJ0383
 LJ0383                          SUPERSEDED SURVEY CONTROL
 LJ0383
 LJ0383  NAD 83(1986)-  40 56 41.65809(N)    100 13 27.80106(W) AD(       ) 2
 LJ0383  NAD 27      -  40 56 41.63451(N)    100 13 26.34122(W) AD(       ) 2
 LJ0383  NGVD 29 (07/19/86)  787.8    (m)         2585.     (f) VERT ANG       
 LJ0383
 LJ0383.Superseded values are not recommended for survey control.
 LJ0383
 LJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0383.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0383
 LJ0383_MARKER: DS = TRIANGULATION STATION DISK
 LJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0383_STAMPING: 80-14B 1960
 LJ0383_MARK LOGO: NEDR
 LJ0383_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0383+STABILITY: SURFACE MOTION
 LJ0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0383+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0383
 LJ0383  HISTORY     - Date     Condition        Report By
 LJ0383  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0383  HISTORY     - 20100907 GOOD             NEGS
 LJ0383
 LJ0383                          STATION DESCRIPTION
 LJ0383
 LJ0383'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0383'THE STATION IS LOCATED 3.9 MILES WEST AND 0.6 MILE SOUTH OF
 LJ0383'THE RAILROAD STATION AT GOTHENBURG, IN SECTION 6, T11N, R
 LJ0383'25 W.
 LJ0383'
 LJ0383'TO REACH THE STATION FROM THE RAILROAD STATION IN GOTHENBURG
 LJ0383'PROCEED WEST ALONG HIGHWAY 30 FOR 3.9 MILES, TO COUNTY ROAD
 LJ0383'INTERSECTION, TURN LEFT (SOUTH) AND PROCEED ALONG COUNTY ROAD
 LJ0383'FOR 0.6 MILES TO STATION IN THE CENTERLINE OF THE COUNTY
 LJ0383'ROAD.
 LJ0383'
 LJ0383'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0383'MARK DISK STAMPED 80-14B 1960.  IT IS BURIED 1.0 FOOT BELOW
 LJ0383'THE GROUND, 18.9 FEET WEST OF EAST R.O.W. FENCE, 29.3 FEET
 LJ0383'EAST OF WEST R.O.W. FENCE, 249.6 FEET NORTH OF WOODEN GATE AT
 LJ0383'THE END OF COUNTY LINE TRAIL ROAD, IN LINE WITH 33,000 VOLT
 LJ0383'POWER LINE.
 LJ0383'
 LJ0383'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0383'DISK STAMPED 80-14B R.M. 1 WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 LJ0383'1.2 FEET WEST OF EAST R.O.W. FENCE AND 14.05 FEET NORTH OF
 LJ0383'WOODEN FENCE POST WITH NAIL IN THE TOP.
 LJ0383'
 LJ0383'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0383'DISK STAMPED 80-14B R.M. 2 WHICH PROJECTS 0.2 FOOT ABOVE THE
 LJ0383'GROUND, 2.5 FEET EAST OF WEST R.O.W. FENCE, 46.19 FEET SOUTH WEST
 LJ0383'OF WOODEN POST IN EAST R.O.W. FENCE WITH A NAIL IN THE TOP,
 LJ0383'AND 47.47 FEET NORTHWEST OF WOODEN POST IN EAST R.O.W. FENCE
 LJ0383'WITH A NAIL IN THE TOP.
 LJ0383'
 LJ0383'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0383'DISK STAMPED 80-14B 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0383'POST, FLUSH WITH THE GROUND, 0.9 FEET NORTH OF R.O.W. FENCE
 LJ0383'AND 1.3 FEET NORTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0383'
 LJ0383'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ALONG
 LJ0383'COUNTY ROAD FOR 0.5 MILE TO GATE ON THE RIGHT IN EAST R.O.W.
 LJ0383'FENCE, TURN RIGHT (EAST) AND PROCEED ALONG RAILROAD R.O.W.
 LJ0383'FENCE ON THE SOUTH FOR 0.1 MILE TO MARK AS PREVIOUSLY DESCRIBED.
 LJ0383
 LJ0383                          STATION RECOVERY (2010)
 LJ0383
 LJ0383'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0383'DESCRIBED BY THE NEBRASKA GEODETIC SURVEY 2010
 LJ0383'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND AVENUE E IN
 LJ0383'GOTHENBURG, NEBRASKA GO NORTHWEST ON U.S. HIGHWAY 30 FOR
 LJ0383'3.7 MILES TO COUNTY ROAD 408. TURN LEFT (SOUTH) AND GO ACROSS RAILROAD
 LJ0383'TRACKS TO A FIELD ENTRANCE AND GATE EAST.
 LJ0383'TURN LEFT (EAST) AND GO 0.5 MILE ALONG SOUTH RAILROAD RIGHT OF WAY
 LJ0383'FENCE AND THE MARK 7.3 FEET NORTHEAST OF A STEEL FENCE POST, 2.0 FEET
 LJ0383'EAST OF A STEEL WITNESS POST AND SIGN, 13.0 FEET SOUTHEAST OF A NAIL
 LJ0383'IN THE TOP OF A FENCE POST, 20.6 FEET NORTHEAST OF A NAIL IN THE TOP
 LJ0383'OF A FENCE POST, 7.3 FEET NORTHEAST OF THE TOP OF A STEEL FENCE POST,
 LJ0383'26.8 FEET EAST OF REFERENCE MARK 2 AND THE MARK 0.8 FOOT BELOW THE
 LJ0383'GROUND.
 LJ0383'5/8 INCH REBAR DRIVEN ALONG THE NORTH SIDE OF THE MONUMENT.
 LJ0383'REFERENCE MARK 1 NOT FOUND.
 LJ0383'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0384 ***********************************************************************
 LJ0384  DESIGNATION -  80 14 B AZ MK
 LJ0384  PID         -  LJ0384
 LJ0384  STATE/COUNTY-  NE/DAWSON
 LJ0384  COUNTRY     -  US
 LJ0384  USGS QUAD   -  GOTHENBURG (2017)
 LJ0384
 LJ0384                         *CURRENT SURVEY CONTROL
 LJ0384  ______________________________________________________________________
 LJ0384* NAD 83(1995) POSITION- 40 57 05.52312(N) 100 13 22.46338(W)   ADJUSTED
 LJ0384* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) VERTCON
 LJ0384  ______________________________________________________________________
 LJ0384  GEOID HEIGHT    -        -23.020 (meters)                     GEOID18
 LJ0384  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LJ0384  HORZ ORDER      -  SECOND
 LJ0384
 LJ0384.The horizontal coordinates were established by classical geodetic methods
 LJ0384.and adjusted by the National Geodetic Survey in August 1997.
 LJ0384
 LJ0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0384
 LJ0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0384.GEOID18 height accuracy estimate available here.
 LJ0384
 LJ0384.Click photographs - Photos may exist for this station.
 LJ0384
 LJ0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0384
 LJ0384. The following values were computed from the NAD 83(1995) position.
 LJ0384
 LJ0384;                    North         East     Units Scale Factor Converg.
 LJ0384;SPC NE       -   124,174.417   481,237.546   MT  0.99970507   -0 08 51.8
 LJ0384;SPC NE       -   407,395.57  1,578,860.18   sFT  0.99970507   -0 08 51.8
 LJ0384;UTM  14      - 4,534,096.893   397,075.274   MT  0.99973038   -0 48 05.7
 LJ0384
 LJ0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0384!SPC NE       -   0.99987934  x   0.99970507  =   0.99958445
 LJ0384!UTM  14      -   0.99987934  x   0.99973038  =   0.99960976
 LJ0384
 LJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9707534096(NAD 83)
 LJ0384
 LJ0384                          SUPERSEDED SURVEY CONTROL
 LJ0384
 LJ0384  NAD 83(1986)-  40 57 05.52945(N)    100 13 22.46943(W) AD(       ) 2
 LJ0384  NAD 27      -  40 57 05.50604(N)    100 13 21.00900(W) AD(       ) 2
 LJ0384  NGVD 29 (07/19/86)  792.     (m)         2598.     (f) VERT ANG       
 LJ0384
 LJ0384.Superseded values are not recommended for survey control.
 LJ0384
 LJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0384.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0384
 LJ0384_MARKER: DZ = AZIMUTH MARK DISK
 LJ0384_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0384_STAMPING: 80-14B 1960
 LJ0384_MARK LOGO: NEDR
 LJ0384_PROJECTION: FLUSH
 LJ0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0384+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0384
 LJ0384  HISTORY     - Date     Condition        Report By
 LJ0384  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0384  HISTORY     - 20100907 GOOD             NEGS
 LJ0384
 LJ0384                          STATION DESCRIPTION
 LJ0384
 LJ0384'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0384'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0384'DISK STAMPED 80-14B 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0384'POST, FLUSH WITH THE GROUND, 0.9 FEET NORTH OF R.O.W. FENCE
 LJ0384'AND 1.3 FEET NORTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0384'
 LJ0384'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ALONG
 LJ0384'COUNTY ROAD FOR 0.5 MILE TO GATE ON THE RIGHT IN EAST R.O.W.
 LJ0384'FENCE, TURN RIGHT (EAST) AND PROCEED ALONG RAILROAD R.O.W.
 LJ0384'FENCE ON THE SOUTH FOR 0.1 MILE TO MARK AS PREVIOUSLY DESCRIBED.
 LJ0384
 LJ0384                          STATION RECOVERY (2010)
 LJ0384
 LJ0384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0384'DESCRIBED BY THE NEBRASKA GEODETIC SURVEY 2010
 LJ0384'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND AVENUE E IN
 LJ0384'GOTHENBURG, NEBRASKA GO NORTHWEST ON U.S. HIGHWAY 30 FOR
 LJ0384'3.7 MILES TO COUNTY ROAD 408. TURN LEFT (SOUTH) AND GO ACROSS RAILROAD
 LJ0384'TRACKS TO A FIELD ENTRANCE AND GATE EAST.
 LJ0384'TURN LEFT (EAST) AND GO 500 FEET ALONG SOUTH RAILROAD RIGHT OF WAY
 LJ0384'FENCE AND THE MARK 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE, 34.2 FEET
 LJ0384'EAST-SOUTHEAST OF A STEEL T FENCE POST, 13.1 FEET NORTH-NORTHWEST OF A
 LJ0384'STEEL T FENCE POST, 1.3 FEET NORTHWEST OF A STEEL WITNESS POST AND
 LJ0384'SIGN AND FLUSH WITH THE GROUND.
 LJ0384'5/8 INCH REBAR DRIVEN ALONG THE NORTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0407 ***********************************************************************
 LJ0407  DESIGNATION -  80 14 C
 LJ0407  PID         -  LJ0407
 LJ0407  STATE/COUNTY-  NE/LINCOLN
 LJ0407  COUNTRY     -  US
 LJ0407  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0407
 LJ0407                         *CURRENT SURVEY CONTROL
 LJ0407  ______________________________________________________________________
 LJ0407* NAD 83(1995) POSITION- 40 57 33.50607(N) 100 16 15.45856(W)   ADJUSTED
 LJ0407* NAVD 88 ORTHO HEIGHT -   799.9   (meters)     2624.    (feet) VERTCON
 LJ0407  ______________________________________________________________________
 LJ0407  GEOID HEIGHT    -        -22.991 (meters)                     GEOID18
 LJ0407  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 LJ0407  HORZ ORDER      -  SECOND
 LJ0407
 LJ0407.The horizontal coordinates were established by classical geodetic methods
 LJ0407.and adjusted by the National Geodetic Survey in August 1997.
 LJ0407
 LJ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0407
 LJ0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0407.GEOID18 height accuracy estimate available here.
 LJ0407
 LJ0407.Click photographs - Photos may exist for this station.
 LJ0407
 LJ0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0407
 LJ0407. The following values were computed from the NAD 83(1995) position.
 LJ0407
 LJ0407;                    North         East     Units Scale Factor Converg.
 LJ0407;SPC NE       -   125,048.930   477,195.450   MT  0.99970378   -0 10 46.4
 LJ0407;SPC NE       -   410,264.70  1,565,598.74   sFT  0.99970378   -0 10 46.4
 LJ0407;UTM  14      - 4,535,017.499   393,043.294   MT  0.99974080   -0 49 59.6
 LJ0407
 LJ0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0407!SPC NE       -   0.99987815  x   0.99970378  =   0.99958196
 LJ0407!UTM  14      -   0.99987815  x   0.99974080  =   0.99961898
 LJ0407
 LJ0407:                Primary Azimuth Mark                     Grid Az
 LJ0407:SPC NE       -  80 14 C AZ MK                            302 28 07.3
 LJ0407:UTM  14      -  80 14 C AZ MK                            303 07 20.5
 LJ0407
 LJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9304335017(NAD 83)
 LJ0407
 LJ0407|---------------------------------------------------------------------|
 LJ0407| PID    Reference Object                     Distance      Geod. Az  |
 LJ0407|                                                           dddmmss.s |
 LJ0407| CN8411 80 14 C RM 1                         14.117 METERS 00438     |
 LJ0407| CN8412 80 14 C RM 2                         15.717 METERS 17546     |
 LJ0407| LJ0412 80 14 C AZ MK                       APPROX. 1.0 KM 3021720.9 |
 LJ0407| MM0377 BRADY RADIO MAST                    APPROX.10.6 KM 3164535.7 |
 LJ0407|---------------------------------------------------------------------|
 LJ0407
 LJ0407                          SUPERSEDED SURVEY CONTROL
 LJ0407
 LJ0407  NAD 83(1986)-  40 57 33.51207(N)    100 16 15.46458(W) AD(       ) 2
 LJ0407  NAD 27      -  40 57 33.49287(N)    100 16 14.00119(W) AD(       ) 2
 LJ0407  NGVD 29 (07/19/86)  799.6    (m)         2623.     (f) VERT ANG       
 LJ0407
 LJ0407.Superseded values are not recommended for survey control.
 LJ0407
 LJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0407.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0407
 LJ0407_MARKER: DS = TRIANGULATION STATION DISK
 LJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0407_STAMPING: 80-14C 1960
 LJ0407_MARK LOGO: NEDR
 LJ0407_PROJECTION: RECESSED 3 CENTIMETERS
 LJ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0407+STABILITY: SURFACE MOTION
 LJ0407
 LJ0407  HISTORY     - Date     Condition        Report By
 LJ0407  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0407  HISTORY     - 1970     GOOD             USGS
 LJ0407
 LJ0407                          STATION DESCRIPTION
 LJ0407
 LJ0407'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0407'THE STATION IS LOCATED 6.3 MILES WEST AND 1.0 MILE SOUTH OF
 LJ0407'THE RAILROAD STATION AT GOTHENBURG IN SECTION 34, T12N, R26W.
 LJ0407'
 LJ0407'TO REACH THE STATION FROM THE RAILROAD STATION IN GOTHENBURG,
 LJ0407'PROCEED WEST FOR 6.4 MILES ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 LJ0407'ACROSS RAILROAD TRACK, THROUGH SOUTH R.O.W. FENCE AND TURN
 LJ0407'RIGHT (WEST) AND PROCEED NORTHWEST ALONG TRAIL ROAD, NEAR FENCE,
 LJ0407'FOR 0.5 MILE, TURN LEFT (SOUTH) AND PROCEED ALONG NORTH-SOUTH
 LJ0407'FENCE FOR 1.0 MILE TO RIVER BANK, TURN LEFT (EAST) AND PROCEED
 LJ0407'ALONG RIVER BANK FOR 0.6 MILE TO NORTH-SOUTH ONE-HALF SECTION
 LJ0407'LINE FENCE LINE, TURN LEFT (NORTH) AND PROCEED ALONG FENCE
 LJ0407'FOR 253.0 FEET TO STATION.
 LJ0407'
 LJ0407'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0407'MARK DISK STAMPED 80-14C 1960.  IS BURRIED 0.1 FEET BELOW THE
 LJ0407'GROUND, 4.0 FEET WEST OF THE HALF SECTION LINE FENCE.
 LJ0407'
 LJ0407'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0407'MARK DISK STAMPED 80-14C R.M. 1 WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0407'THE GROUND, 0.5 FOOT WEST OF ONE-HALF SECTION LINE FENCE,
 LJ0407'299.0 FEET NORTH OF TREE LINE, ON THE NORTH BANK OF THE RIVER.
 LJ0407'
 LJ0407'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0407'MARK DISK STAMPED 80-14C R.M. 2 WHICH IS SET FLUSH WITH THE
 LJ0407'GROUND, 0.5 FOOT WEST OF THE ONE-HALF SECTION LINE FENCE,
 LJ0407'202.0 FEET NORTH OF TREE LINE AT THE NORTH BANK OF THE RIVER.
 LJ0407'
 LJ0407'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0407'DISK STAMPED 80-14C 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0407'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND 2.7 FEET EAST
 LJ0407'OF SECTION LINE FENCE, 18.0 FEET NORTH OF BRUSHLINE ON THE NORTH
 LJ0407'BANK OF THE RIVER, 1.5 FEET EAST OF STEEL WITNESS POST AND
 LJ0407'SIGN, 2.3 FEET SOUTHEAST OF RAILROAD TIE BRACE POST.
 LJ0407'
 LJ0407'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 253 FEET
 LJ0407'SOUTH TO THE NORTH BANK OF THE RIVER, TURN RIGHT (WEST) AND
 LJ0407'PROCEED ALONG RIVER BANK FOR 0.5 MILE TO THE NORTH-SOUTH SECTION
 LJ0407'LINE FENCE TO MARK AS PREVIOUSLY DESCRIBED.
 LJ0407
 LJ0407                          STATION RECOVERY (1970)
 LJ0407
 LJ0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DM)
 LJ0407'TO REACH THE STATION FROM THE RAILROAD STATION IN GOTHENBURG,
 LJ0407'PROCEED WEST FOR 6.4 MILES ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 LJ0407'ACROSS RAILROAD TRACK, THROUGH SOUTH R.O.W. FENCE AND TURN
 LJ0407'RIGHT (WEST) AND PROCEED NORTHWEST ALONG TRAIL ROAD, NEAR FENCE,
 LJ0407'FOR 0.5 MILE, TURN LEFT (SOUTH) AND PROCEED ALONG NORTH-SOUTH
 LJ0407'FENCE FOR 1.0 MILE TO RIVER BANK, TURN LEFT (EAST) AND PROCEED
 LJ0407'ALONG RIVER BANK FOR 0.6 MILE TO NORTH-SOUTH ONE-HALF SECTION
 LJ0407'LINE FENCE LINE, TURN LEFT (NORTH) AND PROCEED ALONG FENCE
 LJ0407'FOR 253.0 FEET TO STATION.
 LJ0407'
 LJ0407'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0407'MARK DISK STAMPED 80-14C 1960.  IS BURRIED 0.1 FEET BELOW THE
 LJ0407'GROUND, 4.0 FEET WEST OF THE HALF SECTION LINE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0412 ***********************************************************************
 LJ0412  DESIGNATION -  80 14 C AZ MK
 LJ0412  PID         -  LJ0412
 LJ0412  STATE/COUNTY-  NE/LINCOLN
 LJ0412  COUNTRY     -  US
 LJ0412  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0412
 LJ0412                         *CURRENT SURVEY CONTROL
 LJ0412  ______________________________________________________________________
 LJ0412* NAD 83(1995) POSITION- 40 57 50.17836(N) 100 16 50.26789(W)   ADJUSTED
 LJ0412* NAVD 88 ORTHO HEIGHT -   801.    (meters)     2628.    (feet) VERTCON
 LJ0412  ______________________________________________________________________
 LJ0412  GEOID HEIGHT    -        -22.976 (meters)                     GEOID18
 LJ0412  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 LJ0412  HORZ ORDER      -  SECOND
 LJ0412
 LJ0412.The horizontal coordinates were established by classical geodetic methods
 LJ0412.and adjusted by the National Geodetic Survey in August 1997.
 LJ0412
 LJ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0412
 LJ0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0412.GEOID18 height accuracy estimate available here.
 LJ0412
 LJ0412.Click photographs - Photos may exist for this station.
 LJ0412
 LJ0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0412
 LJ0412. The following values were computed from the NAD 83(1995) position.
 LJ0412
 LJ0412;                    North         East     Units Scale Factor Converg.
 LJ0412;SPC NE       -   125,565.679   476,383.339   MT  0.99970302   -0 11 09.5
 LJ0412;SPC NE       -   411,960.07  1,562,934.34   sFT  0.99970302   -0 11 09.5
 LJ0412;UTM  14      - 4,535,543.499   392,237.100   MT  0.99974293   -0 50 22.7
 LJ0412
 LJ0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0412!SPC NE       -   0.99987792  x   0.99970302  =   0.99958098
 LJ0412!UTM  14      -   0.99987792  x   0.99974293  =   0.99962089
 LJ0412
 LJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9223735543(NAD 83)
 LJ0412
 LJ0412                          SUPERSEDED SURVEY CONTROL
 LJ0412
 LJ0412  NAD 83(1986)-  40 57 50.18435(N)    100 16 50.27401(W) AD(       ) 2
 LJ0412  NAD 27      -  40 57 50.16572(N)    100 16 48.80902(W) AD(       ) 2
 LJ0412  NGVD 29 (07/19/86)  801.     (m)         2628.     (f) VERT ANG       
 LJ0412
 LJ0412.Superseded values are not recommended for survey control.
 LJ0412
 LJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0412.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0412
 LJ0412_MARKER: DZ = AZIMUTH MARK DISK
 LJ0412_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0412_STAMPING: 80-14C 1960
 LJ0412_MARK LOGO: NEDR
 LJ0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0412
 LJ0412  HISTORY     - Date     Condition        Report By
 LJ0412  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0412
 LJ0412                          STATION DESCRIPTION
 LJ0412
 LJ0412'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0412'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0412'DISK STAMPED 80-14C 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0412'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND 2.7 FEET EAST
 LJ0412'OF SECTION LINE FENCE, 18.0 FEET NORTH OF BRUSHLINE ON THE NORTH
 LJ0412'BANK OF THE RIVER, 1.5 FEET EAST OF STEEL WITNESS POST AND
 LJ0412'SIGN, 2.3 FEET SOUTHEAST OF RAILROAD TIE BRACE POST.
 LJ0412'
 LJ0412'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 253 FEET
 LJ0412'SOUTH TO THE NORTH BANK OF THE RIVER, TURN RIGHT (WEST) AND
 LJ0412'PROCEED ALONG RIVER BANK FOR 0.5 MILE TO THE NORTH-SOUTH SECTION
 LJ0412'LINE FENCE TO MARK AS PREVIOUSLY DESCRIBED.
 LJ0412'SEE STATION 80-14C NSRD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0410 ***********************************************************************
 LJ0410  DESIGNATION -  80 14 D
 LJ0410  PID         -  LJ0410
 LJ0410  STATE/COUNTY-  NE/LINCOLN
 LJ0410  COUNTRY     -  US
 LJ0410  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0410
 LJ0410                         *CURRENT SURVEY CONTROL
 LJ0410  ______________________________________________________________________
 LJ0410* NAD 83(1995) POSITION- 40 59 28.16536(N) 100 18 20.87176(W)   ADJUSTED
 LJ0410* NAVD 88 ORTHO HEIGHT -   809.2   (meters)     2655.    (feet) VERTCON
 LJ0410  ______________________________________________________________________
 LJ0410  GEOID HEIGHT    -        -22.890 (meters)                     GEOID18
 LJ0410  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 LJ0410  HORZ ORDER      -  SECOND
 LJ0410
 LJ0410.The horizontal coordinates were established by classical geodetic methods
 LJ0410.and adjusted by the National Geodetic Survey in August 1997.
 LJ0410
 LJ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0410
 LJ0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0410.GEOID18 height accuracy estimate available here.
 LJ0410
 LJ0410.Click photographs - Photos may exist for this station.
 LJ0410
 LJ0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0410
 LJ0410. The following values were computed from the NAD 83(1995) position.
 LJ0410
 LJ0410;                    North         East     Units Scale Factor Converg.
 LJ0410;SPC NE       -   128,594.660   474,276.022   MT  0.99969868   -0 12 09.5
 LJ0410;SPC NE       -   421,897.65  1,556,020.58   sFT  0.99969868   -0 12 09.5
 LJ0410;UTM  14      - 4,538,596.467   390,164.391   MT  0.99974848   -0 51 23.8
 LJ0410
 LJ0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0410!SPC NE       -   0.99987667  x   0.99969868  =   0.99957539
 LJ0410!UTM  14      -   0.99987667  x   0.99974848  =   0.99962518
 LJ0410
 LJ0410:                Primary Azimuth Mark                     Grid Az
 LJ0410:SPC NE       -  80 14 D AZ MK                            128 13 00.5
 LJ0410:UTM  14      -  80 14 D AZ MK                            128 52 14.8
 LJ0410
 LJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9016438596(NAD 83)
 LJ0410
 LJ0410|---------------------------------------------------------------------|
 LJ0410| PID    Reference Object                     Distance      Geod. Az  |
 LJ0410|                                                           dddmmss.s |
 LJ0410| CN8413 80 14 D RM 1                         17.495 METERS 08518     |
 LJ0410| LJ0411 80 14 D AZ MK                       APPROX. 0.9 KM 1280051.0 |
 LJ0410| CN8414 80 14 D RM 2                         13.640 METERS 27400     |
 LJ0410| MM0377 BRADY RADIO MAST                    APPROX. 6.0 KM 3135846.2 |
 LJ0410|---------------------------------------------------------------------|
 LJ0410
 LJ0410                          SUPERSEDED SURVEY CONTROL
 LJ0410
 LJ0410  NAD 83(1986)-  40 59 28.17140(N)    100 18 20.87822(W) AD(       ) 2
 LJ0410  NAD 27      -  40 59 28.15124(N)    100 18 19.40386(W) AD(       ) 2
 LJ0410  NGVD 29 (07/19/86)  808.9    (m)         2654.     (f) VERT ANG       
 LJ0410
 LJ0410.Superseded values are not recommended for survey control.
 LJ0410
 LJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0410.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0410
 LJ0410_MARKER: DS = TRIANGULATION STATION DISK
 LJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0410_STAMPING: 80-14D 1960
 LJ0410_MARK LOGO: NEDR
 LJ0410_PROJECTION: FLUSH
 LJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0410+STABILITY: SURFACE MOTION
 LJ0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0410+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0410
 LJ0410  HISTORY     - Date     Condition        Report By
 LJ0410  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0410  HISTORY     - 20100907 GOOD             NEGS
 LJ0410
 LJ0410                          STATION DESCRIPTION
 LJ0410
 LJ0410'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0410'THE STATION IS LOCATED 8.6 MILES WEST OF THE RAILROAD STATION
 LJ0410'AT GOTHENBURG IN SECTION 20, T12, N, R26W.
 LJ0410'
 LJ0410'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0410'PROCEED WEST ALONG HIGHWAY 30 FOR 8.6 MILES.  THE STATION IS
 LJ0410'ON TOP OF A SMALL SAND HILL, 150 FEET TO THE NORTH OF HIGHWAY 30.
 LJ0410'
 LJ0410'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0410'MARK DISK STAMPED 80-14D 1960, SET FLUSH WITH THE GROUND,
 LJ0410'95.0 FEET NORTH OF HIGHWAY R.O.W. FENCE, AND 5.0 FEET SOUTH
 LJ0410'OF PASTURE FENCE.
 LJ0410'
 LJ0410'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0410'DISK STAMPED 80-14D R.M. 1 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0410'GROUND.  IT IS 144 FEET NORTH OF NORTH HIGHWAY R.O.W. FENCE,
 LJ0410'1.0 FOOT SOUTH OF PASTURE FENCE.
 LJ0410'
 LJ0410'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0410'MARK DISK STAMPED 80-14D R.M. 2 WHICH PROJECTS 0.1 FOOT ABOVE
 LJ0410'THE GROUND, IS 68.0 FEET NORTH OF NORTH HIGHWAY R.O.W. FENCE,
 LJ0410'1.0 FOOT SOUTH OF PASTURE FENCE.
 LJ0410'
 LJ0410'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0410'STAMPED 80-14D 1960 SET FLUSH WITH THE GROUND, IN THE TOP OF
 LJ0410'A 6 INCH CONCRETE POST, 12.5 FEET SOUTHWEST OF R.O.W. FENCE
 LJ0410'AND 12.0 FEET SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0410'
 LJ0410'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS
 LJ0410'150 FEET NORTH OF HIGHWAY 30) PROCEED EAST ALONG HIGHWAY 30
 LJ0410'FOR 0.5 MILES.  THE STATION IS 42.0 FEET NORTH EAST OF NORTH
 LJ0410'EDGE OF HIGHWAY 30.
 LJ0410
 LJ0410                          STATION RECOVERY (2010)
 LJ0410
 LJ0410'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 LJ0410'STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  TO REACH
 LJ0410'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND MARKET STREET IN BRADY,
 LJ0410'NEBRASKA, TRAVEL SOUTHEAST ON HIGHWAY 30 FOR APPROX. 4.03 MILES TO
 LJ0410'STATION ON THE NORTH SIDE OF THE HIGHWAY AT M.P. 204+66.
 LJ0410'
 LJ0410'THE STATION IS 150 FEET NORTH OF THE HIGHWAY CENTERLINE, 37.3 FT
 LJ0410'SOUTHWEST OF A NAIL IN TOP OF FENCE POST, 23.1 FT
 LJ0410'SOUTHEAST OF A NAIL IN TOP OF FENCE POST, 4.6 FT SOUTH OF A
 LJ0410'FIBERGLASS WITNESS POST, 95 FEET NORTH OF THE RIGHT OF WAY FENCE
 LJ0410'AND FLUSH WITH THE GROUND.
 LJ0410'A 5/8 INCH REBAR WAS DRIVEN ON THE NORTH SIDE OF THE MONUMENT.
 LJ0410'RM 1 AND RM 2 DESCRIPTIONS ARE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0411 ***********************************************************************
 LJ0411  DESIGNATION -  80 14 D AZ MK
 LJ0411  PID         -  LJ0411
 LJ0411  STATE/COUNTY-  NE/LINCOLN
 LJ0411  COUNTRY     -  US
 LJ0411  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0411
 LJ0411                         *CURRENT SURVEY CONTROL
 LJ0411  ______________________________________________________________________
 LJ0411* NAD 83(1995) POSITION- 40 59 10.84180(N) 100 17 51.62716(W)   ADJUSTED
 LJ0411* NAVD 88 ORTHO HEIGHT -   802.    (meters)     2631.    (feet) VERTCON
 LJ0411  ______________________________________________________________________
 LJ0411  GEOID HEIGHT    -        -22.908 (meters)                     GEOID18
 LJ0411  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LJ0411  HORZ ORDER      -  SECOND
 LJ0411
 LJ0411.The horizontal coordinates were established by classical geodetic methods
 LJ0411.and adjusted by the National Geodetic Survey in August 1997.
 LJ0411
 LJ0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0411
 LJ0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0411.GEOID18 height accuracy estimate available here.
 LJ0411
 LJ0411.Click photographs - Photos may exist for this station.
 LJ0411
 LJ0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0411
 LJ0411. The following values were computed from the NAD 83(1995) position.
 LJ0411
 LJ0411;                    North         East     Units Scale Factor Converg.
 LJ0411;SPC NE       -   128,058.038   474,957.536   MT  0.99969943   -0 11 50.2
 LJ0411;SPC NE       -   420,137.08  1,558,256.52   sFT  0.99969943   -0 11 50.2
 LJ0411;UTM  14      - 4,538,052.074   390,839.768   MT  0.99974666   -0 51 04.3
 LJ0411
 LJ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0411!SPC NE       -   0.99987776  x   0.99969943  =   0.99957722
 LJ0411!UTM  14      -   0.99987776  x   0.99974666  =   0.99962445
 LJ0411
 LJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9083938052(NAD 83)
 LJ0411
 LJ0411                          SUPERSEDED SURVEY CONTROL
 LJ0411
 LJ0411  NAD 83(1986)-  40 59 10.84784(N)    100 17 51.63354(W) AD(       ) 2
 LJ0411  NAD 27      -  40 59 10.82737(N)    100 17 50.16023(W) AD(       ) 2
 LJ0411  NGVD 29 (07/19/86)  802.     (m)         2631.     (f) VERT ANG       
 LJ0411
 LJ0411.Superseded values are not recommended for survey control.
 LJ0411
 LJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0411.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0411
 LJ0411_MARKER: DZ = AZIMUTH MARK DISK
 LJ0411_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0411_STAMPING: 80-14D 1960
 LJ0411_MARK LOGO: NEDR
 LJ0411_PROJECTION: FLUSH
 LJ0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0411+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0411
 LJ0411  HISTORY     - Date     Condition        Report By
 LJ0411  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0411  HISTORY     - 20100907 GOOD             NEGS
 LJ0411
 LJ0411                          STATION DESCRIPTION
 LJ0411
 LJ0411'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0411'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0411'STAMPED 80-14D 1960 SET FLUSH WITH THE GROUND, IN THE TOP OF
 LJ0411'A 6 INCH CONCRETE POST, 12.5 FEET SOUTHWEST OF R.O.W. FENCE
 LJ0411'AND 12.0 FEET SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0411'
 LJ0411'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS
 LJ0411'150 FEET NORTH OF HIGHWAY 30) PROCEED EAST ALONG HIGHWAY 30
 LJ0411'FOR 0.5 MILES.  THE STATION IS 42.0 FEET NORTH EAST OF NORTH
 LJ0411'EDGE OF HIGHWAY 30.
 LJ0411'SEE STATION 80-14D NSRD.
 LJ0411
 LJ0411                          STATION RECOVERY (2010)
 LJ0411
 LJ0411'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0411'DESCRIBED BY THE NEBRASKA GEODETIC SURVEY
 LJ0411'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND MARKET STREET IN BRADY,
 LJ0411'NEBRASKA GO SOUTHEAST ALONG U.S. HIGHWAY 30 FOR 4.57 MILES TO MILE
 LJ0411'POST 205+26 AND THE MARK 54 FEET NORTHEAST OF THE CENTERLINE OF THE
 LJ0411'HIGHWAY, 21.9 FEET SOUTHEAST OF THE TOP OF A STEEL FENCE POST, 22.4
 LJ0411'FEET SOUTHWEST OF THE TOP OF A STEEL FENCE POST, 12.0 FEET SOUTH OF A
 LJ0411'STEEL WITNESS POST SET IN THE EAST-WEST FENCELINE AND FLUSH WITH THE
 LJ0411'GROUND.
 LJ0411'5/8 INCH REBAR DRIVEN ON THE NORTH SIDE OF THE MONUMENT.
 LJ0411'PART OF THE MONUMENT HAS BEEN HIT AND SOME CONCRETE MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0404 ***********************************************************************
 LJ0404  DESIGNATION -  80 14 E
 LJ0404  PID         -  LJ0404
 LJ0404  STATE/COUNTY-  NE/LINCOLN
 LJ0404  COUNTRY     -  US
 LJ0404  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0404
 LJ0404                         *CURRENT SURVEY CONTROL
 LJ0404  ______________________________________________________________________
 LJ0404* NAD 83(1995) POSITION- 40 59 59.00304(N) 100 19 46.86667(W)   ADJUSTED
 LJ0404* NAVD 88 ORTHO HEIGHT -   816.4   (meters)     2678.    (feet) VERTCON
 LJ0404  ______________________________________________________________________
 LJ0404  GEOID HEIGHT    -        -22.857 (meters)                     GEOID18
 LJ0404  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 LJ0404  HORZ ORDER      -  SECOND
 LJ0404
 LJ0404.The horizontal coordinates were established by classical geodetic methods
 LJ0404.and adjusted by the National Geodetic Survey in August 1997.
 LJ0404
 LJ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0404
 LJ0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0404.GEOID18 height accuracy estimate available here.
 LJ0404
 LJ0404.Click photographs - Photos may exist for this station.
 LJ0404
 LJ0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0404
 LJ0404. The following values were computed from the NAD 83(1995) position.
 LJ0404
 LJ0404;                    North         East     Units Scale Factor Converg.
 LJ0404;SPC NE       -   129,553.040   472,270.222   MT  0.99969735   -0 13 06.5
 LJ0404;SPC NE       -   425,041.93  1,549,439.89   sFT  0.99969735   -0 13 06.5
 LJ0404;UTM  14      - 4,539,577.730   388,169.554   MT  0.99975392   -0 52 20.8
 LJ0404
 LJ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0404!SPC NE       -   0.99987554  x   0.99969735  =   0.99957292
 LJ0404!UTM  14      -   0.99987554  x   0.99975392  =   0.99962949
 LJ0404
 LJ0404:                Primary Azimuth Mark                     Grid Az
 LJ0404:SPC NE       -  80 14 E AZ MK                            088 42 56.1
 LJ0404:UTM  14      -  80 14 E AZ MK                            089 22 10.4
 LJ0404
 LJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8816939577(NAD 83)
 LJ0404
 LJ0404|---------------------------------------------------------------------|
 LJ0404| PID    Reference Object                     Distance      Geod. Az  |
 LJ0404|                                                           dddmmss.s |
 LJ0404| LJ0409 80 14 E AZ MK                       APPROX. 1.2 KM 0882949.6 |
 LJ0404| CN8416 80 14 E RM 2                         24.900 METERS 26315     |
 LJ0404| MM0377 BRADY RADIO MAST                    APPROX. 3.9 KM 3242058.7 |
 LJ0404| CN8415 80 14 E RM 1                         68.790 METERS 35400     |
 LJ0404|---------------------------------------------------------------------|
 LJ0404
 LJ0404                          SUPERSEDED SURVEY CONTROL
 LJ0404
 LJ0404  NAD 83(1986)-  40 59 59.00905(N)    100 19 46.87333(W) AD(       ) 2
 LJ0404  NAD 27      -  40 59 58.98986(N)    100 19 45.39673(W) AD(       ) 2
 LJ0404  NGVD 29 (07/19/86)  816.1    (m)         2677.     (f) VERT ANG       
 LJ0404
 LJ0404.Superseded values are not recommended for survey control.
 LJ0404
 LJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0404.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0404
 LJ0404_MARKER: DS = TRIANGULATION STATION DISK
 LJ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0404_STAMPING: 80-14E 1960
 LJ0404_MARK LOGO: NEDR
 LJ0404_PROJECTION: FLUSH
 LJ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0404+STABILITY: SURFACE MOTION
 LJ0404
 LJ0404  HISTORY     - Date     Condition        Report By
 LJ0404  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0404
 LJ0404                          STATION DESCRIPTION
 LJ0404
 LJ0404'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0404'THE STATION IS LOCATED ABOUT 2.7 MILES EAST OF THE RAILROAD
 LJ0404'STATION AT BRADY IN SECTION 19, T12N, R 26 W.
 LJ0404'
 LJ0404'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY, PROCEED
 LJ0404'EAST ALONG HIGHWAY 30 FOR 2.7 MILES, THE STATION IS ON TOP OF
 LJ0404'A SAND HILL BETWEEN HIGHWAY 30, AND THE UNION PACIFIC RAILROAD,
 LJ0404'221.0 FEET SOUTH.
 LJ0404'
 LJ0404'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0404'MARK DISK STAMPED 80-14E 1960, SET FLUSH WITH THE GROUND.
 LJ0404'
 LJ0404'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0404'MARK DISK STAMPED 80-14E R.M. 1, WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0404'THE GROUND, 1.1 FEET SOUTH OF SOUTH R.O.W. FENCE.
 LJ0404'
 LJ0404'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0404'MARK DISK STAMPED 80-14E R.M. 2, WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0404'THE GROUND, 241.0 FEET SOUTH OF SOUTH HIGHWAY R.O.W. FENCE,
 LJ0404'ON THE TOP OF A SAND HILL.
 LJ0404'
 LJ0404'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0404'DISK STAMPED 80-14E 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0404'POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 2.5 FEET
 LJ0404'SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0404'
 LJ0404'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST ALONG
 LJ0404'HIGHWAY 30 FOR 0.9 MILE, TURN LEFT (NORTH) AND PROCEED THROUGH
 LJ0404'GATE IN R.O.W. FENCE BY WINDMILL, TO SECOND SAND KNOLL, ABOUT
 LJ0404'2,000 FEET NORTH OF HIGHWAY 30, AND WEST OF INTERSTATE P.I.,
 LJ0404'TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0409 ***********************************************************************
 LJ0409  DESIGNATION -  80 14 E AZ MK
 LJ0409  PID         -  LJ0409
 LJ0409  STATE/COUNTY-  NE/LINCOLN
 LJ0409  COUNTRY     -  US
 LJ0409  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0409
 LJ0409                         *CURRENT SURVEY CONTROL
 LJ0409  ______________________________________________________________________
 LJ0409* NAD 83(1995) POSITION- 40 59 59.98325(N) 100 18 57.40443(W)   ADJUSTED
 LJ0409* NAVD 88 ORTHO HEIGHT -   843.    (meters)     2766.    (feet) VERTCON
 LJ0409  ______________________________________________________________________
 LJ0409  GEOID HEIGHT    -        -22.859 (meters)                     GEOID18
 LJ0409  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 LJ0409  HORZ ORDER      -  SECOND
 LJ0409
 LJ0409.The horizontal coordinates were established by classical geodetic methods
 LJ0409.and adjusted by the National Geodetic Survey in August 1997.
 LJ0409
 LJ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0409
 LJ0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0409.GEOID18 height accuracy estimate available here.
 LJ0409
 LJ0409.Click photographs - Photos may exist for this station.
 LJ0409
 LJ0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0409
 LJ0409. The following values were computed from the NAD 83(1995) position.
 LJ0409
 LJ0409;                    North         East     Units Scale Factor Converg.
 LJ0409;SPC NE       -   129,578.954   473,425.955   MT  0.99969731   -0 12 33.8
 LJ0409;SPC NE       -   425,126.95  1,553,231.65   sFT  0.99969731   -0 12 33.8
 LJ0409;UTM  14      - 4,539,590.450   389,325.571   MT  0.99975076   -0 51 48.3
 LJ0409
 LJ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0409!SPC NE       -   0.99987132  x   0.99969731  =   0.99956867
 LJ0409!UTM  14      -   0.99987132  x   0.99975076  =   0.99962211
 LJ0409
 LJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8932539590(NAD 83)
 LJ0409
 LJ0409                          SUPERSEDED SURVEY CONTROL
 LJ0409
 LJ0409  NAD 83(1986)-  40 59 59.98932(N)    100 18 57.41100(W) AD(       ) 2
 LJ0409  NAD 27      -  40 59 59.97010(N)    100 18 55.93598(W) AD(       ) 2
 LJ0409  NGVD 29 (07/19/86)  843.     (m)         2766.     (f) VERT ANG       
 LJ0409
 LJ0409.Superseded values are not recommended for survey control.
 LJ0409
 LJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0409.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0409
 LJ0409_MARKER: DZ = AZIMUTH MARK DISK
 LJ0409_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0409_STAMPING: 80-14E 1960
 LJ0409_MARK LOGO: NEDR
 LJ0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0409
 LJ0409  HISTORY     - Date     Condition        Report By
 LJ0409  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0409
 LJ0409                          STATION DESCRIPTION
 LJ0409
 LJ0409'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0409'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0409'DISK STAMPED 80-14E 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0409'POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 2.5 FEET
 LJ0409'SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0409'
 LJ0409'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST ALONG
 LJ0409'HIGHWAY 30 FOR 0.9 MILE, TURN LEFT (NORTH) AND PROCEED THROUGH
 LJ0409'GATE IN R.O.W. FENCE BY WINDMILL, TO SECOND SAND KNOLL, ABOUT
 LJ0409'2,000 FEET NORTH OF HIGHWAY 30, AND WEST OF INTERSTATE P.I.,
 LJ0409'TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0406 ***********************************************************************
 LJ0406  DESIGNATION -  80 14 F
 LJ0406  PID         -  LJ0406
 LJ0406  STATE/COUNTY-  NE/LINCOLN
 LJ0406  COUNTRY     -  US
 LJ0406  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0406
 LJ0406                         *CURRENT SURVEY CONTROL
 LJ0406  ______________________________________________________________________
 LJ0406* NAD 83(1995) POSITION- 40 59 50.48000(N) 100 20 56.45645(W)   ADJUSTED
 LJ0406* NAVD 88 ORTHO HEIGHT -   804.1   (meters)     2638.    (feet) VERTCON
 LJ0406  ______________________________________________________________________
 LJ0406  GEOID HEIGHT    -        -22.858 (meters)                     GEOID18
 LJ0406  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 LJ0406  HORZ ORDER      -  SECOND
 LJ0406
 LJ0406.The horizontal coordinates were established by classical geodetic methods
 LJ0406.and adjusted by the National Geodetic Survey in August 1997.
 LJ0406
 LJ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0406
 LJ0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0406.GEOID18 height accuracy estimate available here.
 LJ0406
 LJ0406.Click photographs - Photos may exist for this station.
 LJ0406
 LJ0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0406
 LJ0406. The following values were computed from the NAD 83(1995) position.
 LJ0406
 LJ0406;                    North         East     Units Scale Factor Converg.
 LJ0406;SPC NE       -   129,296.582   470,643.284   MT  0.99969772   -0 13 52.6
 LJ0406;SPC NE       -   424,200.54  1,544,102.17   sFT  0.99969772   -0 13 52.6
 LJ0406;UTM  14      - 4,539,339.841   386,539.699   MT  0.99975844   -0 53 06.3
 LJ0406
 LJ0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0406!SPC NE       -   0.99987747  x   0.99969772  =   0.99957522
 LJ0406!UTM  14      -   0.99987747  x   0.99975844  =   0.99963594
 LJ0406
 LJ0406:                Primary Azimuth Mark                     Grid Az
 LJ0406:SPC NE       -  80 14 F AZ MK                            273 59 30.8
 LJ0406:UTM  14      -  80 14 F AZ MK                            274 38 44.5
 LJ0406
 LJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8653939339(NAD 83)
 LJ0406
 LJ0406|---------------------------------------------------------------------|
 LJ0406| PID    Reference Object                     Distance      Geod. Az  |
 LJ0406|                                                           dddmmss.s |
 LJ0406| CN8417 80 14 F RM 1                         11.956 METERS 15429     |
 LJ0406| CN8418 80 14 F RM 2                          7.374 METERS 27157     |
 LJ0406| LJ0405 80 14 F AZ MK                       APPROX. 0.7 KM 2734538.2 |
 LJ0406|---------------------------------------------------------------------|
 LJ0406
 LJ0406                          SUPERSEDED SURVEY CONTROL
 LJ0406
 LJ0406  NAD 83(1986)-  40 59 50.48596(N)    100 20 56.46301(W) AD(       ) 2
 LJ0406  NAD 27      -  40 59 50.46673(N)    100 20 54.98496(W) AD(       ) 2
 LJ0406  NGVD 29 (07/19/86)  803.8    (m)         2637.     (f) VERT ANG       
 LJ0406
 LJ0406.Superseded values are not recommended for survey control.
 LJ0406
 LJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0406.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0406
 LJ0406_MARKER: DS = TRIANGULATION STATION DISK
 LJ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0406_STAMPING: 80-14F 1960
 LJ0406_MARK LOGO: NEDR
 LJ0406_PROJECTION: FLUSH
 LJ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0406+STABILITY: SURFACE MOTION
 LJ0406
 LJ0406  HISTORY     - Date     Condition        Report By
 LJ0406  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0406
 LJ0406                          STATION DESCRIPTION
 LJ0406
 LJ0406'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0406'THE STATION IS LOCATED 1.7 MILES SOUTH AND 1.4 MILES EAST OF
 LJ0406'THE RAILROAD STATION AT BRADY, IN SECTION 24, T12N, R 27 W.
 LJ0406'
 LJ0406'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY, PROCEED
 LJ0406'SOUTH ON OIL COUNTY ROAD FOR 1.9 MILES, TURN LEFT (EAST) AND
 LJ0406'PROCEED ALONG RIVER ROAD FOR ABOUT 1.4 MILES, THEN TURN LEFT
 LJ0406'(NORTH) AND PROCEED FOR 0.2 MILE TO A GROVE OF TREES AND STATION.
 LJ0406'
 LJ0406'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0406'MARK DISK STAMPED 80-14F 1960.  IT IS SET FLUSH WITH THE GROUND
 LJ0406'ON TOP OF A SMALL RIDGE.
 LJ0406'
 LJ0406'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0406'MARK DISK, STAMPED 80-14F R.M. 1 WHICH IS LOCATED ON A SMALL
 LJ0406'SAND RIDGE 39.2 FEET SOUTHEAST OF STATION AND 1.0 FOOT SOUTHWEST
 LJ0406'OF STEEL WITNESS POST AND SIGN.
 LJ0406'
 LJ0406'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0406'MARK DISK STAMPED 80-14F R.M. 2 WHICH IS LOCATED ON A SMALL
 LJ0406'SAND RIDGE 23.1 FEET WEST OF STATION AND 1.0 FOOT SOUTHWEST
 LJ0406'OF STEEL WITNESS POST.
 LJ0406'
 LJ0406'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0406'DISK STAMPED 80-14F 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0406'GROUND.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST 1.5
 LJ0406'FEET EAST OF NORTH-SOUTH FENCE, 1.3 FEET EAST OF STEEL WITNESS
 LJ0406'POST AND SIGN, 243.0 FEET SOUTH OF IRRIGATION WELL.
 LJ0406'
 LJ0406'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR
 LJ0406'0.2 MILE TO RIVER ROAD.  TURN RIGHT (WEST) AND PROCEED 0.5
 LJ0406'MILE ALONG THE RIVER, TURN RIGHT (NORTH) AND PROCEED ALONG
 LJ0406'FENCE FOR 0.2 MILE TO MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0405 ***********************************************************************
 LJ0405  DESIGNATION -  80 14 F AZ MK
 LJ0405  PID         -  LJ0405
 LJ0405  STATE/COUNTY-  NE/LINCOLN
 LJ0405  COUNTRY     -  US
 LJ0405  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0405
 LJ0405                         *CURRENT SURVEY CONTROL
 LJ0405  ______________________________________________________________________
 LJ0405* NAD 83(1995) POSITION- 40 59 51.92160(N) 100 21 25.42536(W)   ADJUSTED
 LJ0405* NAVD 88 ORTHO HEIGHT -   804.    (meters)     2638.    (feet) VERTCON
 LJ0405  ______________________________________________________________________
 LJ0405  GEOID HEIGHT    -        -22.855 (meters)                     GEOID18
 LJ0405  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LJ0405  HORZ ORDER      -  SECOND
 LJ0405
 LJ0405.The horizontal coordinates were established by classical geodetic methods
 LJ0405.and adjusted by the National Geodetic Survey in August 1997.
 LJ0405
 LJ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0405
 LJ0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0405.GEOID18 height accuracy estimate available here.
 LJ0405
 LJ0405.Click photographs - Photos may exist for this station.
 LJ0405
 LJ0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0405
 LJ0405. The following values were computed from the NAD 83(1995) position.
 LJ0405
 LJ0405;                    North         East     Units Scale Factor Converg.
 LJ0405;SPC NE       -   129,343.803   469,966.622   MT  0.99969766   -0 14 11.8
 LJ0405;SPC NE       -   424,355.46  1,541,882.16   sFT  0.99969766   -0 14 11.8
 LJ0405;UTM  14      - 4,539,394.783   385,863.578   MT  0.99976033   -0 53 25.3
 LJ0405
 LJ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0405!SPC NE       -   0.99987743  x   0.99969766  =   0.99957513
 LJ0405!UTM  14      -   0.99987743  x   0.99976033  =   0.99963779
 LJ0405
 LJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8586339394(NAD 83)
 LJ0405
 LJ0405                          SUPERSEDED SURVEY CONTROL
 LJ0405
 LJ0405  NAD 83(1986)-  40 59 51.92751(N)    100 21 25.43198(W) AD(       ) 2
 LJ0405  NAD 27      -  40 59 51.90848(N)    100 21 23.95293(W) AD(       ) 2
 LJ0405  NGVD 29 (07/19/86)  804.     (m)         2638.     (f) VERT ANG       
 LJ0405
 LJ0405.Superseded values are not recommended for survey control.
 LJ0405
 LJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0405.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0405
 LJ0405_MARKER: DZ = AZIMUTH MARK DISK
 LJ0405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0405_STAMPING: 80-14F 1960
 LJ0405_MARK LOGO: NEDR
 LJ0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0405
 LJ0405  HISTORY     - Date     Condition        Report By
 LJ0405  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0405
 LJ0405                          STATION DESCRIPTION
 LJ0405
 LJ0405'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0405'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0405'DISK STAMPED 80-14F 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0405'GROUND.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST 1.5
 LJ0405'FEET EAST OF NORTH-SOUTH FENCE, 1.3 FEET EAST OF STEEL WITNESS
 LJ0405'POST AND SIGN, 243.0 FEET SOUTH OF IRRIGATION WELL.
 LJ0405'
 LJ0405'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR
 LJ0405'0.2 MILE TO RIVER ROAD.  TURN RIGHT (WEST) AND PROCEED 0.5
 LJ0405'MILE ALONG THE RIVER, TURN RIGHT (NORTH) AND PROCEED ALONG
 LJ0405'FENCE FOR 0.2 MILE TO MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0416 ***********************************************************************
 LJ0416  DESIGNATION -  80 15
 LJ0416  PID         -  LJ0416
 LJ0416  STATE/COUNTY-  NE/LINCOLN
 LJ0416  COUNTRY     -  US
 LJ0416  USGS QUAD   -  JEFFREY RESERVOIR (2017)
 LJ0416
 LJ0416                         *CURRENT SURVEY CONTROL
 LJ0416  ______________________________________________________________________
 LJ0416* NAD 83(1995) POSITION- 40 59 53.84221(N) 100 22 36.09418(W)   ADJUSTED
 LJ0416* NAVD 88 ORTHO HEIGHT -   806.5   (meters)     2646.    (feet) VERTCON
 LJ0416  ______________________________________________________________________
 LJ0416  GEOID HEIGHT    -        -22.847 (meters)                     GEOID18
 LJ0416  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 LJ0416  HORZ ORDER      -  SECOND
 LJ0416
 LJ0416.The horizontal coordinates were established by classical geodetic methods
 LJ0416.and adjusted by the National Geodetic Survey in August 1997.
 LJ0416
 LJ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0416
 LJ0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0416.GEOID18 height accuracy estimate available here.
 LJ0416
 LJ0416.Click photographs - Photos may exist for this station.
 LJ0416
 LJ0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0416
 LJ0416. The following values were computed from the NAD 83(1995) position.
 LJ0416
 LJ0416;                    North         East     Units Scale Factor Converg.
 LJ0416;SPC NE       -   129,410.039   468,315.745   MT  0.99969757   -0 14 58.7
 LJ0416;SPC NE       -   424,572.77  1,536,465.91   sFT  0.99969757   -0 14 58.7
 LJ0416;UTM  14      - 4,539,479.854   384,213.458   MT  0.99976500   -0 54 11.7
 LJ0416
 LJ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0416!SPC NE       -   0.99987709  x   0.99969757  =   0.99957469
 LJ0416!UTM  14      -   0.99987709  x   0.99976500  =   0.99964212
 LJ0416
 LJ0416:                Primary Azimuth Mark                     Grid Az
 LJ0416:SPC NE       -  80 15 AZ MK                              098 23 53.7
 LJ0416:UTM  14      -  80 15 AZ MK                              099 03 06.7
 LJ0416
 LJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8421339479(NAD 83)
 LJ0416
 LJ0416|---------------------------------------------------------------------|
 LJ0416| PID    Reference Object                     Distance      Geod. Az  |
 LJ0416|                                                           dddmmss.s |
 LJ0416| MM0377 BRADY RADIO MAST                    APPROX. 3.7 KM 0261207.1 |
 LJ0416| CN8421 80 15 RM 1                           11.527 METERS 06505     |
 LJ0416| LJ0403 80 15 AZ MK                         APPROX. 0.9 KM 0980855.0 |
 LJ0416| CN8422 80 15 RM 2                           14.636 METERS 27625     |
 LJ0416|---------------------------------------------------------------------|
 LJ0416
 LJ0416                          SUPERSEDED SURVEY CONTROL
 LJ0416
 LJ0416  NAD 83(1986)-  40 59 53.84799(N)    100 22 36.10080(W) AD(       ) 2
 LJ0416  NAD 27      -  40 59 53.82977(N)    100 22 34.61945(W) AD(       ) 2
 LJ0416  NGVD 29 (07/19/86)  806.2    (m)         2645.     (f) VERT ANG       
 LJ0416
 LJ0416.Superseded values are not recommended for survey control.
 LJ0416
 LJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0416.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0416
 LJ0416_MARKER: DS = TRIANGULATION STATION DISK
 LJ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0416_STAMPING: 80-15 1960
 LJ0416_MARK LOGO: NEDR
 LJ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0416+STABILITY: SURFACE MOTION
 LJ0416
 LJ0416  HISTORY     - Date     Condition        Report By
 LJ0416  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0416
 LJ0416                          STATION DESCRIPTION
 LJ0416
 LJ0416'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0416'THE STATION IS LOCATED 1.9 MILES SOUTH OF THE RAILROAD STATION AT
 LJ0416'BRADY IN SECTION 22, T 12N, R 27 W.
 LJ0416'
 LJ0416'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY,
 LJ0416'PROCEED 1.9 MILES SOUTH, CROSSING RAILROAD TRACKS, AND THE
 LJ0416'PLATTE RIVER AND THEN TRAVELLING ALONG AN OIL COUNTY ROAD.  THE
 LJ0416'STATION IS 91.8 FEET WEST (MEASURED FROM THE CENTERLINE OF
 LJ0416'THE COUNTY ROAD, PARALLEL TO EAST-WEST FENCE).
 LJ0416'
 LJ0416'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0416'MARK DISK STAMPED 80-15 1960.  IT IS BURIED 0.1 FOOT BELOW
 LJ0416'THE GROUND, 34.3 FEET WEST OF THE CORNER FENCE POST, 22.5
 LJ0416'FEET NORTH OF THE CENTERLINE OF TRAIL ROAD GOING WEST AND
 LJ0416'4.5 FEET NORTH OF THE EAST-WEST FENCE.
 LJ0416'
 LJ0416'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0416'MARK DISK, STAMPED 80-15 R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 LJ0416'THE GROUND, AND IS 56.5 WEST OF THE CENTERLINE OF OIL ROAD,
 LJ0416'26.0 FEET NORTH OF CORNER FENCE POST AND 1.0 FOOT EAST OF
 LJ0416'NORTH-SOUTH FENCE.
 LJ0416'
 LJ0416'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0416'MARK DISK, STAMPED 80-15 R.M. 2, WHICH PROJECTS 0.1 FOOT
 LJ0416'ABOVE THE GROUND, AND IS LOCATED 0.7 FOOT NORTH OF THE
 LJ0416'EAST-WEST FENCE, 82.0 FEET WEST OF THE CORNER FENCE POST, 18.7
 LJ0416'FEET NORTH OF THE CENTERLINE OF THE TRAIL ROAD GOING WEST,
 LJ0416'139.5 FEET WEST OF THE CENTERLINE OF OIL ROAD.
 LJ0416'
 LJ0416'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 LJ0416'MARK DISK STAMPED 80-15 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0416'GROUND, IN THE TOP OF A 6 INCH CONCRETE POST.  IT IS 2.3 FEET
 LJ0416'NORTH OF STEEL WITNESS POST AND SIGN, 27.0 FEET NORTH OF THE
 LJ0416'CENTERLINE OF THE RIVER ROAD, 2.3 FEET NORTHWEST OF 6 INCH
 LJ0416'POST, AND 2.0 FEET NORTH OF EAST-WEST FENCE.
 LJ0416'
 LJ0416'TO REACH THE AZIMUTH MARK FROM THE STATION (STATION IS 91.8
 LJ0416'FEET WEST OF CENTERLINE OF OIL ROAD) PROCEED EAST FROM THE
 LJ0416'CENTERLINE OF OIL ROAD, ALONG RIVER ROAD FOR 0.6 MILE TO MARK
 LJ0416'ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0381 ***********************************************************************
 MM0381  DESIGNATION -  80 15 A AZ MK
 MM0381  PID         -  MM0381
 MM0381  STATE/COUNTY-  NE/LINCOLN
 MM0381  COUNTRY     -  US
 MM0381  USGS QUAD   -  BRADY SW (2017)
 MM0381
 MM0381                         *CURRENT SURVEY CONTROL
 MM0381  ______________________________________________________________________
 MM0381* NAD 83(1995) POSITION- 41 00 40.04648(N) 100 24 52.87070(W)   ADJUSTED
 MM0381* NAVD 88 ORTHO HEIGHT -   814.    (meters)     2671.    (feet) VERTCON
 MM0381  ______________________________________________________________________
 MM0381  GEOID HEIGHT    -        -22.808 (meters)                     GEOID18
 MM0381  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 MM0381  HORZ ORDER      -  SECOND
 MM0381
 MM0381.The horizontal coordinates were established by classical geodetic methods
 MM0381.and adjusted by the National Geodetic Survey in August 1997.
 MM0381
 MM0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0381
 MM0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0381.GEOID18 height accuracy estimate available here.
 MM0381
 MM0381.Click photographs - Photos may exist for this station.
 MM0381
 MM0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0381
 MM0381. The following values were computed from the NAD 83(1995) position.
 MM0381
 MM0381;                    North         East     Units Scale Factor Converg.
 MM0381;SPC NE       -   130,849.540   465,126.909   MT  0.99969563   -0 16 29.3
 MM0381;SPC NE       -   429,295.53  1,526,003.87   sFT  0.99969563   -0 16 29.3
 MM0381;UTM  14      - 4,540,955.747   381,041.018   MT  0.99977417   -0 55 42.4
 MM0381
 MM0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0381!SPC NE       -   0.99987586  x   0.99969563  =   0.99957152
 MM0381!UTM  14      -   0.99987586  x   0.99977417  =   0.99965005
 MM0381
 MM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8104140955(NAD 83)
 MM0381
 MM0381                          SUPERSEDED SURVEY CONTROL
 MM0381
 MM0381  NAD 83(1986)-  41 00 40.05207(N)    100 24 52.87746(W) AD(       ) 2
 MM0381  NAD 27      -  41 00 40.03579(N)    100 24 51.38981(W) AD(       ) 2
 MM0381  NGVD 29 (07/19/86)  814.     (m)         2671.     (f) VERT ANG       
 MM0381
 MM0381.Superseded values are not recommended for survey control.
 MM0381
 MM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0381.See file dsdata.pdf to determine how the superseded data were derived.
 MM0381
 MM0381_MARKER: DZ = AZIMUTH MARK DISK
 MM0381_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0381_STAMPING: 80-15A 1960
 MM0381_MARK LOGO: NEDR
 MM0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0381
 MM0381  HISTORY     - Date     Condition        Report By
 MM0381  HISTORY     - 1960     MONUMENTED       NEDR
 MM0381
 MM0381                          STATION DESCRIPTION
 MM0381
 MM0381'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0381'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0381'MARK DISK STAMPED 80-15 A 1960.  IT IS SET IN THE TOP OF A
 MM0381'6 INCH CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE
 MM0381'GROUND, 1.9 FEET WEST OF THE NORTH-SOUTH FENCE, 1.9 FEET
 MM0381'NORTH OF THE EAST-WEST FENCE, 1.8 FEET NORTH WEST OF CORNER
 MM0381'FENCE POST AT THE T JUNCTION OF THE FENCES, AND 1.0 FOOT WEST
 MM0381'OF STEEL WITNESS POST AND SIGN.
 MM0381'
 MM0381'TO REACH THE AZIMUTH MARK FROM STATION 80-15A NEDR, PROCEED WEST
 MM0381'ALONG EAST-WEST FENCE FOR 0.2 MILE, TO TRAIL ROAD, TURN LEFT
 MM0381'(SOUTH) AND PROCEED FOR 0.3 MILE ALONG TRAIL ROAD TO EAST-WEST
 MM0381'FENCE, TURN LEFT (EAST) AND PROCEED ALONG EAST-WEST FENCE
 MM0381'FOR 0.4 MILE TO NORTH-SOUTH FENCE AND MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0403 ***********************************************************************
 LJ0403  DESIGNATION -  80 15 AZ MK
 LJ0403  PID         -  LJ0403
 LJ0403  STATE/COUNTY-  NE/LINCOLN
 LJ0403  COUNTRY     -  US
 LJ0403  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0403
 LJ0403                         *CURRENT SURVEY CONTROL
 LJ0403  ______________________________________________________________________
 LJ0403* NAD 83(1995) POSITION- 40 59 49.53490(N) 100 21 56.40718(W)   ADJUSTED
 LJ0403* NAVD 88 ORTHO HEIGHT -   803.    (meters)     2635.    (feet) VERTCON
 LJ0403  ______________________________________________________________________
 LJ0403  GEOID HEIGHT    -        -22.854 (meters)                     GEOID18
 LJ0403  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LJ0403  HORZ ORDER      -  SECOND
 LJ0403
 LJ0403.The horizontal coordinates were established by classical geodetic methods
 LJ0403.and adjusted by the National Geodetic Survey in August 1997.
 LJ0403
 LJ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0403
 LJ0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0403.GEOID18 height accuracy estimate available here.
 LJ0403
 LJ0403.Click photographs - Photos may exist for this station.
 LJ0403
 LJ0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0403
 LJ0403. The following values were computed from the NAD 83(1995) position.
 LJ0403
 LJ0403;                    North         East     Units Scale Factor Converg.
 LJ0403;SPC NE       -   129,273.226   469,242.439   MT  0.99969776   -0 14 32.4
 LJ0403;SPC NE       -   424,123.91  1,539,506.24   sFT  0.99969776   -0 14 32.4
 LJ0403;UTM  14      - 4,539,332.469   385,138.591   MT  0.99976238   -0 53 45.6
 LJ0403
 LJ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0403!SPC NE       -   0.99987759  x   0.99969776  =   0.99957539
 LJ0403!UTM  14      -   0.99987759  x   0.99976238  =   0.99964000
 LJ0403
 LJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8513839332(NAD 83)
 LJ0403
 LJ0403                          SUPERSEDED SURVEY CONTROL
 LJ0403
 LJ0403  NAD 83(1986)-  40 59 49.54073(N)    100 21 56.41373(W) AD(       ) 2
 LJ0403  NAD 27      -  40 59 49.52213(N)    100 21 54.93372(W) AD(       ) 2
 LJ0403  NGVD 29 (07/19/86)  803.     (m)         2635.     (f) VERT ANG       
 LJ0403
 LJ0403.Superseded values are not recommended for survey control.
 LJ0403
 LJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0403.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0403
 LJ0403_MARKER: DZ = AZIMUTH MARK DISK
 LJ0403_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0403_STAMPING: 80-15 1960
 LJ0403_MARK LOGO: NEDR
 LJ0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0403
 LJ0403  HISTORY     - Date     Condition        Report By
 LJ0403  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0403
 LJ0403                          STATION DESCRIPTION
 LJ0403
 LJ0403'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0403'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 LJ0403'MARK DISK STAMPED 80-15 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0403'GROUND, IN THE TOP OF A 6 INCH CONCRETE POST.  IT IS 2.3 FEET
 LJ0403'NORTH OF STEEL WITNESS POST AND SIGN, 27.0 FEET NORTH OF THE
 LJ0403'CENTERLINE OF THE RIVER ROAD, 2.3 FEET NORTHWEST OF 6 INCH
 LJ0403'POST, AND 2.0 FEET NORTH OF EAST-WEST FENCE.
 LJ0403'
 LJ0403'TO REACH THE AZIMUTH MARK FROM THE STATION (STATION IS 91.8
 LJ0403'FEET WEST OF CENTERLINE OF OIL ROAD) PROCEED EAST FROM THE
 LJ0403'CENTERLINE OF OIL ROAD, ALONG RIVER ROAD FOR 0.6 MILE TO MARK
 LJ0403'ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0378 ***********************************************************************
 MM0378  DESIGNATION -  80 15 B AZ MK
 MM0378  PID         -  MM0378
 MM0378  STATE/COUNTY-  NE/LINCOLN
 MM0378  COUNTRY     -  US
 MM0378  USGS QUAD   -  BRADY SW (2017)
 MM0378
 MM0378                         *CURRENT SURVEY CONTROL
 MM0378  ______________________________________________________________________
 MM0378* NAD 83(1995) POSITION- 41 01 52.76473(N) 100 29 26.44476(W)   ADJUSTED
 MM0378* NAVD 88 ORTHO HEIGHT -   820.    (meters)     2690.    (feet) VERTCON
 MM0378  ______________________________________________________________________
 MM0378  GEOID HEIGHT    -        -22.728 (meters)                     GEOID18
 MM0378  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 MM0378  HORZ ORDER      -  SECOND
 MM0378
 MM0378.The horizontal coordinates were established by classical geodetic methods
 MM0378.and adjusted by the National Geodetic Survey in August 1997.
 MM0378
 MM0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0378
 MM0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0378.GEOID18 height accuracy estimate available here.
 MM0378
 MM0378.Click photographs - Photos may exist for this station.
 MM0378
 MM0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0378
 MM0378. The following values were computed from the NAD 83(1995) position.
 MM0378
 MM0378;                    North         East     Units Scale Factor Converg.
 MM0378;SPC NE       -   133,125.522   458,749.077   MT  0.99969267   -0 19 30.6
 MM0378;SPC NE       -   436,762.65  1,505,079.26   sFT  0.99969267   -0 19 30.6
 MM0378;UTM  14      - 4,543,304.541   374,688.994   MT  0.99979327   -0 58 43.4
 MM0378
 MM0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0378!SPC NE       -   0.99987490  x   0.99969267  =   0.99956761
 MM0378!UTM  14      -   0.99987490  x   0.99979327  =   0.99966820
 MM0378
 MM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7468843304(NAD 83)
 MM0378
 MM0378                          SUPERSEDED SURVEY CONTROL
 MM0378
 MM0378  NAD 83(1986)-  41 01 52.77010(N)    100 29 26.45191(W) AD(       ) 2
 MM0378  NAD 27      -  41 01 52.75638(N)    100 29 24.95629(W) AD(       ) 2
 MM0378  NGVD 29 (07/19/86)  820.     (m)         2690.     (f) VERT ANG       
 MM0378
 MM0378.Superseded values are not recommended for survey control.
 MM0378
 MM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0378.See file dsdata.pdf to determine how the superseded data were derived.
 MM0378
 MM0378_MARKER: DZ = AZIMUTH MARK DISK
 MM0378_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0378_STAMPING: 80-15B 1960
 MM0378_MARK LOGO: NEDR
 MM0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0378
 MM0378  HISTORY     - Date     Condition        Report By
 MM0378  HISTORY     - 1960     MONUMENTED       NEDR
 MM0378
 MM0378                          STATION DESCRIPTION
 MM0378
 MM0378'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0378'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0378'MARK DISK STAMPED 80-15B 1960.  IT IS SET IN THE TOP OF A
 MM0378'6 INCH CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 MM0378'79.5 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 32.0
 MM0378'FEET EAST OF THE CENTERLINE OF COUNTY ROAD, 46.5 FEET
 MM0378'NORTH OF THE EAST-WEST NORTH-SOUTH FENCE CORNER, 3.0 FEET
 MM0378'WEST OF THE NORTH-SOUTH FENCE AND 2.8 FEET NORTHWEST OF
 MM0378'A STEEL WITNESS POST AND SIGN.
 MM0378'
 MM0378'TO REACH THE AZIMUTH MARK FROM STATION 80-15B NEDR, PROCEED WEST
 MM0378'0.5 MILE ALONG COUNTY ROAD AND TO MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0388 ***********************************************************************
 MM0388  DESIGNATION -  80 15 C AZ MK
 MM0388  PID         -  MM0388
 MM0388  STATE/COUNTY-  NE/LINCOLN
 MM0388  COUNTRY     -  US
 MM0388  USGS QUAD   -  MAXWELL (2017)
 MM0388
 MM0388                         *CURRENT SURVEY CONTROL
 MM0388  ______________________________________________________________________
 MM0388* NAD 83(1995) POSITION- 41 02 44.39990(N) 100 30 33.62377(W)   ADJUSTED
 MM0388* NAVD 88 ORTHO HEIGHT -   822.    (meters)     2697.    (feet) VERTCON
 MM0388  ______________________________________________________________________
 MM0388  GEOID HEIGHT    -        -22.677 (meters)                     GEOID18
 MM0388  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 MM0388  HORZ ORDER      -  SECOND
 MM0388
 MM0388.The horizontal coordinates were established by classical geodetic methods
 MM0388.and adjusted by the National Geodetic Survey in August 1997.
 MM0388
 MM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0388
 MM0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0388.GEOID18 height accuracy estimate available here.
 MM0388
 MM0388.Click photographs - Photos may exist for this station.
 MM0388
 MM0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0388
 MM0388. The following values were computed from the NAD 83(1995) position.
 MM0388
 MM0388;                    North         East     Units Scale Factor Converg.
 MM0388;SPC NE       -   134,726.944   457,189.677   MT  0.99969065   -0 20 15.1
 MM0388;SPC NE       -   442,016.65  1,499,963.13   sFT  0.99969065   -0 20 15.1
 MM0388;UTM  14      - 4,544,923.817   373,147.804   MT  0.99979805   -0 59 28.5
 MM0388
 MM0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0388!SPC NE       -   0.99987458  x   0.99969065  =   0.99956527
 MM0388!UTM  14      -   0.99987458  x   0.99979805  =   0.99967266
 MM0388
 MM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7314744923(NAD 83)
 MM0388
 MM0388                          SUPERSEDED SURVEY CONTROL
 MM0388
 MM0388  NAD 83(1986)-  41 02 44.40516(N)    100 30 33.63083(W) AD(       ) 2
 MM0388  NAD 27      -  41 02 44.39468(N)    100 30 32.13546(W) AD(       ) 2
 MM0388  NGVD 29 (07/19/86)  822.     (m)         2697.     (f) VERT ANG       
 MM0388
 MM0388.Superseded values are not recommended for survey control.
 MM0388
 MM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0388.See file dsdata.pdf to determine how the superseded data were derived.
 MM0388
 MM0388_MARKER: DZ = AZIMUTH MARK DISK
 MM0388_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0388_STAMPING: 80-15C 1960
 MM0388_MARK LOGO: NEDR
 MM0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0388
 MM0388  HISTORY     - Date     Condition        Report By
 MM0388  HISTORY     - 1960     MONUMENTED       NEDR
 MM0388  HISTORY     - 1961     GOOD             CGS
 MM0388
 MM0388                          STATION DESCRIPTION
 MM0388
 MM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MM0388'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0388'STAMPED 80-15C 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0388'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 1.6 FEET WEST
 MM0388'OF STEEL WITNESS POST AND SIGN, 31.0 FEET EAST OF CENTERLINE
 MM0388'OF THE COUNTY ROAD, 60.3 FEET NORTH OF POWER POLE.
 MM0388'
 MM0388'TO REACH THE AZIMUTH MARK FROM STATION 80-15C NEDR, PROCEED SOUTH FOR
 MM0388'0.3 MILE TO COUNTY ROAD (AS PREVIOUSLY DESCRIBED IN STATION
 MM0388'DESCRIPTION) TURN LEFT (EAST) AND PROCEED 0.3 MILE ALONG COUNTY
 MM0388'ROAD, TURN RIGHT (SOUTH) FOR 250.0 FEET TO MARK AS PREVIOUSLY
 MM0388'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0394 ***********************************************************************
 MM0394  DESIGNATION -  80 15 D AZ MK
 MM0394  PID         -  MM0394
 MM0394  STATE/COUNTY-  NE/LINCOLN
 MM0394  COUNTRY     -  US
 MM0394  USGS QUAD   -  MAXWELL (2017)
 MM0394
 MM0394                         *CURRENT SURVEY CONTROL
 MM0394  ______________________________________________________________________
 MM0394* NAD 83(1995) POSITION- 41 03 59.78006(N) 100 33 46.52773(W)   ADJUSTED
 MM0394* NAVD 88 ORTHO HEIGHT -   829.    (meters)     2720.    (feet) VERTCON
 MM0394  ______________________________________________________________________
 MM0394  GEOID HEIGHT    -        -22.558 (meters)                     GEOID18
 MM0394  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 MM0394  HORZ ORDER      -  SECOND
 MM0394
 MM0394.The horizontal coordinates were established by classical geodetic methods
 MM0394.and adjusted by the National Geodetic Survey in August 1997.
 MM0394
 MM0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0394
 MM0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0394.GEOID18 height accuracy estimate available here.
 MM0394
 MM0394.Click photographs - Photos may exist for this station.
 MM0394
 MM0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0394
 MM0394. The following values were computed from the NAD 83(1995) position.
 MM0394
 MM0394;                    North         East     Units Scale Factor Converg.
 MM0394;SPC NE       -   137,079.473   452,701.069   MT  0.99968780   -0 22 23.0
 MM0394;SPC NE       -   449,734.90  1,485,236.76   sFT  0.99968780   -0 22 23.0
 MM0394;UTM  14      - 4,547,327.688   368,685.815   MT  0.99981223   -1 01 36.8
 MM0394
 MM0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0394!SPC NE       -   0.99987346  x   0.99968780  =   0.99956130
 MM0394!UTM  14      -   0.99987346  x   0.99981223  =   0.99968572
 MM0394
 MM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6868547327(NAD 83)
 MM0394
 MM0394                          SUPERSEDED SURVEY CONTROL
 MM0394
 MM0394  NAD 83(1986)-  41 03 59.78527(N)    100 33 46.53493(W) AD(       ) 2
 MM0394  NAD 27      -  41 03 59.77874(N)    100 33 45.03762(W) AD(       ) 2
 MM0394  NGVD 29 (07/19/86)  829.     (m)         2720.     (f) VERT ANG       
 MM0394
 MM0394.Superseded values are not recommended for survey control.
 MM0394
 MM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0394.See file dsdata.pdf to determine how the superseded data were derived.
 MM0394
 MM0394_MARKER: DZ = AZIMUTH MARK DISK
 MM0394_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0394_STAMPING: 80-15D 1960
 MM0394_MARK LOGO: NEDR
 MM0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0394
 MM0394  HISTORY     - Date     Condition        Report By
 MM0394  HISTORY     - 1960     MONUMENTED       NEDR
 MM0394  HISTORY     - 1981     GOOD             NGS
 MM0394
 MM0394                          STATION DESCRIPTION
 MM0394
 MM0394'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0394'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0394'STAMPED 80-15D 1960.  IT IS SET IN A 6 INCH CONCRETE POST, WHICH
 MM0394'PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS LOCATED 22.1 FEET
 MM0394'NORTH OF THE CENTERLINE OF FARM LANE, 30.0 FEET EAST OF THE
 MM0394'CENTERLINE OF THE COUNTY ROAD, 1.0 FOOT SOUTHWEST OF STEEL
 MM0394'WITNESS POST AND SIGN, 1.0 FOOT WEST OF NORTH-SOUTH FENCE, 4.5
 MM0394'FEET SOUTH OF POWER POLE.
 MM0394'
 MM0394'TO REACH THE AZIMUTH MARK FROM STATION 80-15D NEDR (THE STATION IS
 MM0394'67.0 FEET SOUTH OF THE COUNTY ROAD) PROCEED 0.3 MILES WEST
 MM0394'ALONG COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED ALONG
 MM0394'COUNTY ROAD 0.4 MILES TO MARK AS DESCRIBED.
 MM0394
 MM0394                          STATION RECOVERY (1981)
 MM0394
 MM0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 MM0394'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MM0394'
 MM0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WSW OF
 MM0394'MAXWELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0391 ***********************************************************************
 MM0391  DESIGNATION -  80 15 E AZ MK
 MM0391  PID         -  MM0391
 MM0391  STATE/COUNTY-  NE/LINCOLN
 MM0391  COUNTRY     -  US
 MM0391  USGS QUAD   -  MAXWELL (2017)
 MM0391
 MM0391                         *CURRENT SURVEY CONTROL
 MM0391  ______________________________________________________________________
 MM0391* NAD 83(1995) POSITION- 41 04 08.53312(N) 100 35 35.87255(W)   ADJUSTED
 MM0391* NAVD 88 ORTHO HEIGHT -   829.    (meters)     2720.    (feet) VERTCON
 MM0391  ______________________________________________________________________
 MM0391  GEOID HEIGHT    -        -22.515 (meters)                     GEOID18
 MM0391  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 MM0391  HORZ ORDER      -  SECOND
 MM0391
 MM0391.The horizontal coordinates were established by classical geodetic methods
 MM0391.and adjusted by the National Geodetic Survey in August 1997.
 MM0391
 MM0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0391
 MM0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0391.GEOID18 height accuracy estimate available here.
 MM0391
 MM0391.Click photographs - Photos may exist for this station.
 MM0391
 MM0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0391
 MM0391. The following values were computed from the NAD 83(1995) position.
 MM0391
 MM0391;                    North         East     Units Scale Factor Converg.
 MM0391;SPC NE       -   137,366.467   450,150.865   MT  0.99968748   -0 23 35.4
 MM0391;SPC NE       -   450,676.48  1,476,869.96   sFT  0.99968748   -0 23 35.4
 MM0391;UTM  14      - 4,547,643.803   366,138.723   MT  0.99982054   -1 02 48.8
 MM0391
 MM0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0391!SPC NE       -   0.99987346  x   0.99968748  =   0.99956098
 MM0391!UTM  14      -   0.99987346  x   0.99982054  =   0.99969402
 MM0391
 MM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6613847643(NAD 83)
 MM0391
 MM0391                          SUPERSEDED SURVEY CONTROL
 MM0391
 MM0391  NAD 83(1986)-  41 04 08.53825(N)    100 35 35.87959(W) AD(       ) 2
 MM0391  NAD 27      -  41 04 08.53475(N)    100 35 34.38593(W) AD(       ) 2
 MM0391  NGVD 29 (07/19/86)  829.     (m)         2720.     (f) VERT ANG       
 MM0391
 MM0391.Superseded values are not recommended for survey control.
 MM0391
 MM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0391.See file dsdata.pdf to determine how the superseded data were derived.
 MM0391
 MM0391_MARKER: DZ = AZIMUTH MARK DISK
 MM0391_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0391_STAMPING: 80-15E 1960
 MM0391_MARK LOGO: NEDR
 MM0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0391
 MM0391  HISTORY     - Date     Condition        Report By
 MM0391  HISTORY     - 1960     MONUMENTED       NEDR
 MM0391
 MM0391                          STATION DESCRIPTION
 MM0391
 MM0391'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0391'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0391'STAMPED 80-15 E 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0391'POST, WHICH PROJECTS 0.2 FOOT ABOVE GROUND, 7.0 FEET EAST OF
 MM0391'CEDAR TREES, 13.0 FEET WEST OF THE CENTERLINE OF TRAIL ROAD,
 MM0391'3.9 FEET EAST OF STEEL WITNESS POST AND SIGN.
 MM0391'
 MM0391'TO REACH THE AZIMUTH MARK FROM STATION 80-15E NEDR (THE STATION IS
 MM0391'588 FEET SOUTH OF SOUTH R.O.W. FENCE), PROCEED WEST 0.4 MILE TO
 MM0391'CEDAR TREES AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0392 ***********************************************************************
 MM0392  DESIGNATION -  80 15 F AZ MK
 MM0392  PID         -  MM0392
 MM0392  STATE/COUNTY-  NE/LINCOLN
 MM0392  COUNTRY     -  US
 MM0392  USGS QUAD   -  MAXWELL (2017)
 MM0392
 MM0392                         *CURRENT SURVEY CONTROL
 MM0392  ______________________________________________________________________
 MM0392* NAD 83(1995) POSITION- 41 04 13.41289(N) 100 35 29.75036(W)   ADJUSTED
 MM0392* NAVD 88 ORTHO HEIGHT -   832.    (meters)     2730.    (feet) VERTCON
 MM0392  ______________________________________________________________________
 MM0392  GEOID HEIGHT    -        -22.514 (meters)                     GEOID18
 MM0392  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 MM0392  HORZ ORDER      -  SECOND
 MM0392
 MM0392.The horizontal coordinates were established by classical geodetic methods
 MM0392.and adjusted by the National Geodetic Survey in August 1997.
 MM0392
 MM0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0392
 MM0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0392.GEOID18 height accuracy estimate available here.
 MM0392
 MM0392.Click photographs - Photos may exist for this station.
 MM0392
 MM0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0392
 MM0392. The following values were computed from the NAD 83(1995) position.
 MM0392
 MM0392;                    North         East     Units Scale Factor Converg.
 MM0392;SPC NE       -   137,515.972   450,294.778   MT  0.99968730   -0 23 31.4
 MM0392;SPC NE       -   451,166.98  1,477,342.12   sFT  0.99968730   -0 23 31.4
 MM0392;UTM  14      - 4,547,791.676   366,284.352   MT  0.99982006   -1 02 44.9
 MM0392
 MM0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0392!SPC NE       -   0.99987299  x   0.99968730  =   0.99956033
 MM0392!UTM  14      -   0.99987299  x   0.99982006  =   0.99969307
 MM0392
 MM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6628447791(NAD 83)
 MM0392
 MM0392                          SUPERSEDED SURVEY CONTROL
 MM0392
 MM0392  NAD 83(1986)-  41 04 13.41802(N)    100 35 29.75740(W) AD(       ) 2
 MM0392  NAD 27      -  41 04 13.41420(N)    100 35 28.26314(W) AD(       ) 2
 MM0392  NGVD 29 (07/19/86)  832.     (m)         2730.     (f) VERT ANG       
 MM0392
 MM0392.Superseded values are not recommended for survey control.
 MM0392
 MM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0392.See file dsdata.pdf to determine how the superseded data were derived.
 MM0392
 MM0392_MARKER: DZ = AZIMUTH MARK DISK
 MM0392_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0392_STAMPING: 80-15F 1960
 MM0392_MARK LOGO: NEDR
 MM0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0392
 MM0392  HISTORY     - Date     Condition        Report By
 MM0392  HISTORY     - 1960     MONUMENTED       NEDR
 MM0392
 MM0392                          STATION DESCRIPTION
 MM0392
 MM0392'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0392'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0392'DISK STAMPED 80-15F 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0392'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 75.0 FEET SOUTH
 MM0392'OF SOUTH R.O.W. FENCE, 5.2 FEET EAST OF NORTH-SOUTH FENCE,
 MM0392'21.5 FEET EAST OF THE CENTERLINE OF TRAIL ROAD, 5.2 FEET
 MM0392'NORTHEAST OF STEEL WITNESS POST AND SIGN.
 MM0392'
 MM0392'TO REACH THE AZIMUTH MARK FROM STATION 80-15F NEDR (THE STATION IS
 MM0392'75.9 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD) PROCEED 0.5
 MM0392'MILE EAST ALONG COUNTY ROAD TO MARK ON RIGHT AS DESCRIBED.
 MM0392'THE AZIMUTH MARK IS 102.0 FEET SOUTH OF THE CENTERLINE OF THE
 MM0392'COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0380 ***********************************************************************
 MM0380  DESIGNATION -  80 15A
 MM0380  PID         -  MM0380
 MM0380  STATE/COUNTY-  NE/LINCOLN
 MM0380  COUNTRY     -  US
 MM0380  USGS QUAD   -  BRADY SW (2017)
 MM0380
 MM0380                         *CURRENT SURVEY CONTROL
 MM0380  ______________________________________________________________________
 MM0380* NAD 83(1995) POSITION- 41 00 53.83933(N) 100 25 20.90005(W)   ADJUSTED
 MM0380* NAVD 88 ORTHO HEIGHT -   811.6   (meters)     2663.    (feet) VERTCON
 MM0380  ______________________________________________________________________
 MM0380  GEOID HEIGHT    -        -22.798 (meters)                     GEOID18
 MM0380  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 MM0380  HORZ ORDER      -  SECOND
 MM0380
 MM0380.The horizontal coordinates were established by classical geodetic methods
 MM0380.and adjusted by the National Geodetic Survey in August 1997.
 MM0380
 MM0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0380
 MM0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0380.GEOID18 height accuracy estimate available here.
 MM0380
 MM0380.Click photographs - Photos may exist for this station.
 MM0380
 MM0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0380
 MM0380. The following values were computed from the NAD 83(1995) position.
 MM0380
 MM0380;                    North         East     Units Scale Factor Converg.
 MM0380;SPC NE       -   131,278.063   464,474.234   MT  0.99969506   -0 16 47.9
 MM0380;SPC NE       -   430,701.45  1,523,862.55   sFT  0.99969506   -0 16 47.9
 MM0380;UTM  14      - 4,541,391.721   380,393.223   MT  0.99977607   -0 56 01.0
 MM0380
 MM0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0380!SPC NE       -   0.99987628  x   0.99969506  =   0.99957138
 MM0380!UTM  14      -   0.99987628  x   0.99977607  =   0.99965238
 MM0380
 MM0380:                Primary Azimuth Mark                     Grid Az
 MM0380:SPC NE       -  80 15 A AZ MK                            123 17 14.8
 MM0380:UTM  14      -  80 15 A AZ MK                            123 56 27.9
 MM0380
 MM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8039341391(NAD 83)
 MM0380
 MM0380|---------------------------------------------------------------------|
 MM0380| PID    Reference Object                     Distance      Geod. Az  |
 MM0380|                                                           dddmmss.s |
 MM0380| CN8452 80 15A RM 1                          13.610 METERS 06906     |
 MM0380| MM0381 80 15 A AZ MK                       APPROX. 0.8 KM 1230026.9 |
 MM0380| CN8453 80 15A RM 2                          13.572 METERS 31203     |
 MM0380|---------------------------------------------------------------------|
 MM0380
 MM0380                          SUPERSEDED SURVEY CONTROL
 MM0380
 MM0380  NAD 83(1986)-  41 00 53.84491(N)    100 25 20.90687(W) AD(       ) 2
 MM0380  NAD 27      -  41 00 53.82885(N)    100 25 19.41821(W) AD(       ) 2
 MM0380  NGVD 29 (07/19/86)  811.3    (m)         2662.     (f) VERT ANG       
 MM0380
 MM0380.Superseded values are not recommended for survey control.
 MM0380
 MM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0380.See file dsdata.pdf to determine how the superseded data were derived.
 MM0380
 MM0380_MARKER: DS = TRIANGULATION STATION DISK
 MM0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0380_STAMPING: 80-15A 1960
 MM0380_MARK LOGO: NEDR
 MM0380_PROJECTION: FLUSH
 MM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0380+STABILITY: SURFACE MOTION
 MM0380
 MM0380  HISTORY     - Date     Condition        Report By
 MM0380  HISTORY     - 1961     MONUMENTED       NEDR
 MM0380
 MM0380                          STATION DESCRIPTION
 MM0380
 MM0380'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 MM0380'THE STATION IS LOCATED ABOUT 0.7 MILES SOUTH AND 2.7 MILES
 MM0380'WEST OF THE RAILROAD STATION AT BRADY, IN SECTION 17, T 12N,
 MM0380'R 27 W.
 MM0380'
 MM0380'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY,
 MM0380'PROCEED 0.6 MILES SOUTH ALONG OIL COUNTY ROAD TO WINDING
 MM0380'ROAD, TURN RIGHT (WEST) AND PROCEED FOR 3.0 MILES WEST ALONG
 MM0380'WINDING ROAD, TO GATE IN SOUTH R.O.W. FENCE, TURN LEFT
 MM0380'(SOUTH) AND PROCEED THROUGH GATE FOR ABOUT 250.0 FEET AND THEN
 MM0380'SOUTHEASTERLY FOR ABOUT 0.2 MILE TO WHERE FENCE GOES EAST-WEST,
 MM0380'BEAR LEFT (EAST) FOR 0.2 MILE ALONG EAST-WEST FENCE TO
 MM0380'STATION.
 MM0380'
 MM0380'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0380'MARK DISK STAMPED 80-15A 1960.  IT IS SET FLUSH WITH THE
 MM0380'GROUND, 24.0 FEET SOUTH OF THE EAST-WEST FENCE AND ABOUT
 MM0380'68.0 FEET WEST OF WEST GATE POST, IN THE EAST-WEST FENCE.
 MM0380'
 MM0380'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0380'MARK DISK STAMPED 80-15A R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0380'THE GROUND, 1.2 FEET SOUTH OF THE EAST-WEST FENCE, AND 30.0
 MM0380'FEET WEST OF WHERE THE FENCE TURNS NORTHEAST, AND GATE POST
 MM0380'(WEST).
 MM0380'
 MM0380'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0380'MARK DISK STAMPED 80-15A R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0380'THE GROUND, 1.1 FEET SOUTH OF EAST-WEST FENCE, AND 106.5
 MM0380'FEET WEST OF WHERE FENCE TURNS NORTHEAST, AND WEST GATE POST.
 MM0380'
 MM0380'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0380'MARK DISK STAMPED 80-15 A 1960.  IT IS SET IN THE TOP OF A
 MM0380'6 INCH CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE
 MM0380'GROUND, 1.9 FEET WEST OF THE NORTH-SOUTH FENCE, 1.9 FEET
 MM0380'NORTH OF THE EAST-WEST FENCE, 1.8 FEET NORTH WEST OF CORNER
 MM0380'FENCE POST AT THE T JUNCTION OF THE FENCES, AND 1.0 FOOT WEST
 MM0380'OF STEEL WITNESS POST AND SIGN.
 MM0380'
 MM0380'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST
 MM0380'ALONG EAST-WEST FENCE FOR 0.2 MILE, TO TRAIL ROAD, TURN LEFT
 MM0380'(SOUTH) AND PROCEED FOR 0.3 MILE ALONG TRAIL ROAD TO EAST-WEST
 MM0380'FENCE, TURN LEFT (EAST) AND PROCEED ALONG EAST-WEST FENCE
 MM0380'FOR 0.4 MILE TO NORTH-SOUTH FENCE AND MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0379 ***********************************************************************
 MM0379  DESIGNATION -  80 15B
 MM0379  PID         -  MM0379
 MM0379  STATE/COUNTY-  NE/LINCOLN
 MM0379  COUNTRY     -  US
 MM0379  USGS QUAD   -  BRADY SW (2017)
 MM0379
 MM0379                         *CURRENT SURVEY CONTROL
 MM0379  ______________________________________________________________________
 MM0379* NAD 83(1995) POSITION- 41 01 53.11390(N) 100 28 52.09124(W)   ADJUSTED
 MM0379* NAVD 88 ORTHO HEIGHT -   817.9   (meters)     2683.    (feet) VERTCON
 MM0379  ______________________________________________________________________
 MM0379  GEOID HEIGHT    -        -22.736 (meters)                     GEOID18
 MM0379  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 MM0379  HORZ ORDER      -  SECOND
 MM0379
 MM0379.The horizontal coordinates were established by classical geodetic methods
 MM0379.and adjusted by the National Geodetic Survey in August 1997.
 MM0379
 MM0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0379
 MM0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0379.GEOID18 height accuracy estimate available here.
 MM0379
 MM0379.Click photographs - Photos may exist for this station.
 MM0379
 MM0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0379
 MM0379. The following values were computed from the NAD 83(1995) position.
 MM0379
 MM0379;                    North         East     Units Scale Factor Converg.
 MM0379;SPC NE       -   133,131.781   459,551.369   MT  0.99969266   -0 19 07.9
 MM0379;SPC NE       -   436,783.18  1,507,711.45   sFT  0.99969266   -0 19 07.9
 MM0379;UTM  14      - 4,543,301.648   375,491.386   MT  0.99979080   -0 58 20.8
 MM0379
 MM0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0379!SPC NE       -   0.99987528  x   0.99969266  =   0.99956798
 MM0379!UTM  14      -   0.99987528  x   0.99979080  =   0.99966611
 MM0379
 MM0379:                Primary Azimuth Mark                     Grid Az
 MM0379:SPC NE       -  80 15 B AZ MK                            269 33 10.8
 MM0379:UTM  14      -  80 15 B AZ MK                            270 12 23.7
 MM0379
 MM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7549143301(NAD 83)
 MM0379
 MM0379|---------------------------------------------------------------------|
 MM0379| PID    Reference Object                     Distance      Geod. Az  |
 MM0379|                                                           dddmmss.s |
 MM0379| CN8454 80 15B RM 1                           6.431 METERS 23522     |
 MM0379| MM0378 80 15 B AZ MK                       APPROX. 0.8 KM 2691402.9 |
 MM0379| CN8455 80 15B RM 2                           7.985 METERS 31634     |
 MM0379|---------------------------------------------------------------------|
 MM0379
 MM0379                          SUPERSEDED SURVEY CONTROL
 MM0379
 MM0379  NAD 83(1986)-  41 01 53.11931(N)    100 28 52.09833(W) AD(       ) 2
 MM0379  NAD 27      -  41 01 53.10543(N)    100 28 50.60384(W) AD(       ) 2
 MM0379  NGVD 29 (07/19/86)  817.6    (m)         2682.     (f) VERT ANG       
 MM0379
 MM0379.Superseded values are not recommended for survey control.
 MM0379
 MM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0379.See file dsdata.pdf to determine how the superseded data were derived.
 MM0379
 MM0379_MARKER: DS = TRIANGULATION STATION DISK
 MM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0379_STAMPING: 80-15B 1960
 MM0379_MARK LOGO: NEDR
 MM0379_PROJECTION: RECESSED 30 CENTIMETERS
 MM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0379+STABILITY: SURFACE MOTION
 MM0379
 MM0379  HISTORY     - Date     Condition        Report By
 MM0379  HISTORY     - 1960     MONUMENTED       NEDR
 MM0379
 MM0379                          STATION DESCRIPTION
 MM0379
 MM0379'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0379'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTH AND 7.0 MILES
 MM0379'WEST OF THE RAILROAD STATION AT BRADY IN SEC. 2, T12N, R28W.
 MM0379'
 MM0379'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY,
 MM0379'PROCEED SOUTH 0.6 MILE ALONG OIL COUNTY ROAD, TURN RIGHT
 MM0379'(WEST) AND PROCEED FOR 7.0 MILES ALONG WINDING COUNTY ROAD
 MM0379'TO FARM DRIVE AND STATION IS ON THE RIGHT.
 MM0379'
 MM0379'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0379'MARK DISK STAMPED 80-15B 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0379'GROUND, 112.0 FEET NORTH OF CENTERLINE OF COUNTY ROAD, 18.4
 MM0379'FEET EAST OF THE NORTH-SOUTH FENCE AND 81.0 FEET NORTH OF THE
 MM0379'EAST-WEST, NORTH-SOUTH FENCE CORNER POST, IN THE CENTERLINE
 MM0379'OF FARM DRIVE.
 MM0379'
 MM0379'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0379'MARK DISK STAMPED 80-15B R.M. 1.  IT PROJECTS 1.0 FOOT ABOVE
 MM0379'THE GROUND, 100 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 MM0379'ROAD, 17.0 FEET WEST OF THE CENTERLINE OF THE FARM DRIVE,
 MM0379'1.4 FEET EAST OF THE NORTH-SOUTH FENCE AND 69.0 FEET NORTH
 MM0379'OF THE EAST-WEST AND NORTH-SOUTH FENCE CORNER.
 MM0379'
 MM0379'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0379'MARK DISK STAMPED 80-15B R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0379'THE GROUND, 131.0 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 MM0379'ROAD, 17.6 FEET WEST OF THE CENTERLINE OF THE FARM DRIVE,
 MM0379'0.8 FOOT EAST OF THE NORTH-SOUTH FENCE, AND 100.0 FEET NORTH
 MM0379'OF THE NORTH-SOUTH, EAST-WEST FENCE CORNER.
 MM0379'
 MM0379'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0379'MARK DISK STAMPED 80-15B 1960.  IT IS SET IN THE TOP OF A
 MM0379'6 INCH CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 MM0379'79.5 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 32.0
 MM0379'FEET EAST OF THE CENTERLINE OF COUNTY ROAD, 46.5 FEET
 MM0379'NORTH OF THE EAST-WEST NORTH-SOUTH FENCE CORNER, 3.0 FEET
 MM0379'WEST OF THE NORTH-SOUTH FENCE AND 2.8 FEET NORTHWEST OF
 MM0379'A STEEL WITNESS POST AND SIGN.
 MM0379'
 MM0379'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST
 MM0379'0.5 MILE ALONG COUNTY ROAD AND TO MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0387 ***********************************************************************
 MM0387  DESIGNATION -  80 15C
 MM0387  PID         -  MM0387
 MM0387  STATE/COUNTY-  NE/LINCOLN
 MM0387  COUNTRY     -  US
 MM0387  USGS QUAD   -  MAXWELL (2017)
 MM0387
 MM0387                         *CURRENT SURVEY CONTROL
 MM0387  ______________________________________________________________________
 MM0387* NAD 83(1995) POSITION- 41 02 58.20185(N) 100 30 57.43976(W)   ADJUSTED
 MM0387* NAVD 88 ORTHO HEIGHT -   822.6   (meters)     2699.    (feet) VERTCON
 MM0387  ______________________________________________________________________
 MM0387  GEOID HEIGHT    -        -22.661 (meters)                     GEOID18
 MM0387  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 MM0387  HORZ ORDER      -  SECOND
 MM0387
 MM0387.The horizontal coordinates were established by classical geodetic methods
 MM0387.and adjusted by the National Geodetic Survey in August 1997.
 MM0387
 MM0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0387
 MM0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0387.GEOID18 height accuracy estimate available here.
 MM0387
 MM0387.Click photographs - Photos may exist for this station.
 MM0387
 MM0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0387
 MM0387. The following values were computed from the NAD 83(1995) position.
 MM0387
 MM0387;                    North         East     Units Scale Factor Converg.
 MM0387;SPC NE       -   135,155.872   456,636.182   MT  0.99969011   -0 20 30.9
 MM0387;SPC NE       -   443,423.89  1,498,147.21   sFT  0.99969011   -0 20 30.9
 MM0387;UTM  14      - 4,545,359.079   372,599.180   MT  0.99979977   -0 59 44.4
 MM0387
 MM0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0387!SPC NE       -   0.99987453  x   0.99969011  =   0.99956468
 MM0387!UTM  14      -   0.99987453  x   0.99979977  =   0.99967433
 MM0387
 MM0387:                Primary Azimuth Mark                     Grid Az
 MM0387:SPC NE       -  80 15 C AZ MK                            127 46 25.4
 MM0387:UTM  14      -  80 15 C AZ MK                            128 25 38.9
 MM0387
 MM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7259945359(NAD 83)
 MM0387
 MM0387|---------------------------------------------------------------------|
 MM0387| PID    Reference Object                     Distance      Geod. Az  |
 MM0387|                                                           dddmmss.s |
 MM0387| MM0388 80 15 C AZ MK                       APPROX. 0.7 KM 1272554.5 |
 MM0387| CN8457 80 15C RM 2                          10.210 METERS 18512     |
 MM0387| CN8456 80 15C RM 1                          13.372 METERS 35415     |
 MM0387|---------------------------------------------------------------------|
 MM0387
 MM0387                          SUPERSEDED SURVEY CONTROL
 MM0387
 MM0387  NAD 83(1986)-  41 02 58.20711(N)    100 30 57.44688(W) AD(       ) 2
 MM0387  NAD 27      -  41 02 58.19700(N)    100 30 55.95047(W) AD(       ) 2
 MM0387  NGVD 29 (07/19/86)  822.3    (m)         2698.     (f) VERT ANG       
 MM0387
 MM0387.Superseded values are not recommended for survey control.
 MM0387
 MM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0387.See file dsdata.pdf to determine how the superseded data were derived.
 MM0387
 MM0387_MARKER: DS = TRIANGULATION STATION DISK
 MM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0387_STAMPING: 80-15C 1960
 MM0387_MARK LOGO: NEDR
 MM0387_PROJECTION: RECESSED 30 CENTIMETERS
 MM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0387+STABILITY: SURFACE MOTION
 MM0387
 MM0387  HISTORY     - Date     Condition        Report By
 MM0387  HISTORY     - 1960     MONUMENTED       NEDR
 MM0387  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0387
 MM0387                          STATION DESCRIPTION
 MM0387
 MM0387'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0387'THE STATION IS LOCATED ABOUT 0.5 MILE EAST AND 2.2 MILES SOUTH
 MM0387'OF THE RAILROAD STATION AT MAXWELL, IN SEC. 34, T13N, R28W.
 MM0387'
 MM0387'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0387'PROCEED 0.1 MILE WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH) AND
 MM0387'PROCEED FOR 2.4 MILES ALONG STATE SPUR 330, TURN LEFT (EAST)
 MM0387'AND PROCEED FOR ABOUT 0.6 MILE ALONG COUNTY ROAD TO THE GOSNELL
 MM0387'FARM ON THE NORTH SIDE OF THE ROAD, TURN LEFT (NORTH) AND
 MM0387'PROCEED ALONG FARM LANE TO THE TRAIL ROAD ON THE SOUTH SIDE OF
 MM0387'THE HOUSE YARD, TURN LEFT (WEST) AND PROCEED ALONG TRAIL ROAD
 MM0387'TO THE HALF-SECTION LINE FENCE, TURN RIGHT (NORTH) BETWEEN
 MM0387'FENCE AND WINDBREAK FOR 0.2 MILE TO STATION.
 MM0387'
 MM0387'THE STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0387'MARK DISK STAMPED 80-15C 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0387'GROUND ELEVATION, 4.2 FEET EAST OF THE HALF SECTION LINE FENCE,
 MM0387'44.5 FEET NORTH OF THE T JUNCTION OF THE FENCES.
 MM0387'
 MM0387'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0387'MARK DISK STAMPED 80-15C R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0387'GROUND, 0.8 FOOT EAST OF THE HALF SECTION LINE FENCE, 1.0 FOOT
 MM0387'NORTH OF THE T JUNCTION OF THE FENCES.
 MM0387'
 MM0387'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0387'MARK DISK STAMPED 80-15C R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0387'GROUND, 0.8 FOOT EAST OF THE HALF-SECTION LINE FENCE, 78.0 FEET
 MM0387'NORTH OF THE T JUNCTION OF THE FENCES.
 MM0387'
 MM0387'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0387'STAMPED 80-15C 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0387'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 1.6 FEET WEST
 MM0387'OF STEEL WITNESS POST AND SIGN, 31.0 FEET EAST OF CENTERLINE
 MM0387'OF THE COUNTY ROAD, 60.3 FEET NORTH OF POWER POLE.
 MM0387'
 MM0387'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH FOR
 MM0387'0.3 MILE TO COUNTY ROAD (AS PREVIOUSLY DESCRIBED IN STATION
 MM0387'DESCRIPTION) TURN LEFT (EAST) AND PROCEED 0.3 MILE ALONG COUNTY
 MM0387'ROAD, TURN RIGHT (SOUTH) FOR 250.0 FEET TO MARK AS PREVIOUSLY
 MM0387'DESCRIBED.
 MM0387
 MM0387                          STATION RECOVERY (1970)
 MM0387
 MM0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TCM)
 MM0387'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 MM0387'
 MM0387'REFERENCE MARK 2 WAS FOUND LYING ON ITS SIDE, THE TABLET WAS
 MM0387'RECOVERED.
 MM0387'
 MM0387'REFERENCE MARK 1 WAS NOT FOUND.
 MM0387'
 MM0387'STATION WAS NOT FOUND.  R.M. NO 1 IS LIKELY DESTROYED BUT THE
 MM0387'STATION MAY STILL BE INTACT BUT ALL POINTS REFERENCED TO ARE
 MM0387'GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0396 ***********************************************************************
 MM0396  DESIGNATION -  80 15D
 MM0396  PID         -  MM0396
 MM0396  STATE/COUNTY-  NE/LINCOLN
 MM0396  COUNTRY     -  US
 MM0396  USGS QUAD   -  MAXWELL (2017)
 MM0396
 MM0396                         *CURRENT SURVEY CONTROL
 MM0396  ______________________________________________________________________
 MM0396* NAD 83(1995) POSITION- 41 03 38.21984(N) 100 33 28.07643(W)   ADJUSTED
 MM0396* NAVD 88 ORTHO HEIGHT -   827.6   (meters)     2715.    (feet) VERTCON
 MM0396  ______________________________________________________________________
 MM0396  GEOID HEIGHT    -        -22.581 (meters)                     GEOID18
 MM0396  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 MM0396  HORZ ORDER      -  SECOND
 MM0396
 MM0396.The horizontal coordinates were established by classical geodetic methods
 MM0396.and adjusted by the National Geodetic Survey in August 1997.
 MM0396
 MM0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0396
 MM0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0396.GEOID18 height accuracy estimate available here.
 MM0396
 MM0396.Click photographs - Photos may exist for this station.
 MM0396
 MM0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0396
 MM0396. The following values were computed from the NAD 83(1995) position.
 MM0396
 MM0396;                    North         East     Units Scale Factor Converg.
 MM0396;SPC NE       -   136,411.799   453,127.425   MT  0.99968860   -0 22 10.7
 MM0396;SPC NE       -   447,544.38  1,486,635.56   sFT  0.99968860   -0 22 10.7
 MM0396;UTM  14      - 4,546,655.110   369,104.576   MT  0.99981087   -1 01 24.2
 MM0396
 MM0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0396!SPC NE       -   0.99987373  x   0.99968860  =   0.99956237
 MM0396!UTM  14      -   0.99987373  x   0.99981087  =   0.99968463
 MM0396
 MM0396:                Primary Azimuth Mark                     Grid Az
 MM0396:SPC NE       -  80 15 D AZ MK                            327 26 20.2
 MM0396:UTM  14      -  80 15 D AZ MK                            328 05 33.7
 MM0396
 MM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6910446655(NAD 83)
 MM0396
 MM0396|---------------------------------------------------------------------|
 MM0396| PID    Reference Object                     Distance      Geod. Az  |
 MM0396|                                                           dddmmss.s |
 MM0396| CN8458 80 15D RM 1                          13.645 METERS 00432     |
 MM0396| CN8459 80 15D RM 2                          11.155 METERS 18056     |
 MM0396| MM0394 80 15 D AZ MK                       APPROX. 0.8 KM 3270409.5 |
 MM0396|---------------------------------------------------------------------|
 MM0396
 MM0396                          SUPERSEDED SURVEY CONTROL
 MM0396
 MM0396  NAD 83(1986)-  41 03 38.22503(N)    100 33 28.08359(W) AD(       ) 2
 MM0396  NAD 27      -  41 03 38.21816(N)    100 33 26.58726(W) AD(       ) 2
 MM0396  NGVD 29 (07/19/86)  827.3    (m)         2714.     (f) VERT ANG       
 MM0396
 MM0396.Superseded values are not recommended for survey control.
 MM0396
 MM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0396.See file dsdata.pdf to determine how the superseded data were derived.
 MM0396
 MM0396_MARKER: DS = TRIANGULATION STATION DISK
 MM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0396_STAMPING: 80-15D 1960
 MM0396_MARK LOGO: NEDR
 MM0396_PROJECTION: RECESSED 30 CENTIMETERS
 MM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0396+STABILITY: SURFACE MOTION
 MM0396
 MM0396  HISTORY     - Date     Condition        Report By
 MM0396  HISTORY     - 1960     MONUMENTED       NEDR
 MM0396
 MM0396                          STATION DESCRIPTION
 MM0396
 MM0396'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0396'THE STATION IS LOCATED ABOUT 1.9 MILES WEST AND 1.4 MILES SOUTH
 MM0396'OF THE RAILROAD STATION AT MAXWELL IN SEC. 32, T13N, R28W.
 MM0396'
 MM0396'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0396'PROCEED ABOUT 0.1 MILE WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 MM0396'AND PROCEED 1.4 MILES ALONG STATE SPUR 330, TURN RIGHT (WEST)
 MM0396'AND PROCEED ALONG COUNTY ROAD FOR 1.8 MILES.  THE STATION IS
 MM0396'67.0 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0396'
 MM0396'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0396'MARK DISK STAMPED 80-15D 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0396'THE GROUND, 2.4 FEET WEST OF NORTH-SOUTH FENCE ON THE WEST
 MM0396'SIDE OF THE STOCK LANE, 45.5 FEET SOUTH OF EAST-WEST FENCE
 MM0396'ON THE SOUTH R.O.W. OF THE ROAD.
 MM0396'
 MM0396'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0396'MARK DISK STAMPED 80-15D R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0396'THE GROUND, 22.0 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 MM0396'ROAD, 2.4 FEET WEST OF THE NORTH GATE POST, 0.5 FOOT SOUTH
 MM0396'OF EAST-WEST R.O.W. FENCE.
 MM0396'
 MM0396'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0396'MARK DISK STAMPED 80-15D R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0396'THE GROUND, 81.8 FEET SOUTH OF EAST-WEST R.O.W. FENCE, 0.5
 MM0396'FOOT WEST OF NORTH-SOUTH LANE FENCE, 103.3 SOUTH OF THE CENTERLINE
 MM0396'OF THE COUNTY ROAD.
 MM0396'
 MM0396'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0396'STAMPED 80-15D 1960.  IT IS SET IN A 6 INCH CONCRETE POST, WHICH
 MM0396'PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS LOCATED 22.1 FEET
 MM0396'NORTH OF THE CENTERLINE OF FARM LANE, 30.0 FEET EAST OF THE
 MM0396'CENTERLINE OF THE COUNTY ROAD, 1.0 FOOT SOUTHWEST OF STEEL
 MM0396'WITNESS POST AND SIGN, 1.0 FOOT WEST OF NORTH-SOUTH FENCE, 4.5
 MM0396'FEET SOUTH OF POWER POLE.
 MM0396'
 MM0396'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS
 MM0396'67.0 FEET SOUTH OF THE COUNTY ROAD) PROCEED 0.3 MILES WEST
 MM0396'ALONG COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED ALONG
 MM0396'COUNTY ROAD 0.4 MILES TO MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0393 ***********************************************************************
 MM0393  DESIGNATION -  80 15E
 MM0393  PID         -  MM0393
 MM0393  STATE/COUNTY-  NE/LINCOLN
 MM0393  COUNTRY     -  US
 MM0393  USGS QUAD   -  MAXWELL (2017)
 MM0393
 MM0393                         *CURRENT SURVEY CONTROL
 MM0393  ______________________________________________________________________
 MM0393* NAD 83(1995) POSITION- 41 04 05.80290(N) 100 35 12.34181(W)   ADJUSTED
 MM0393* NAVD 88 ORTHO HEIGHT -   831.2   (meters)     2727.    (feet) VERTCON
 MM0393  ______________________________________________________________________
 MM0393  GEOID HEIGHT    -        -22.525 (meters)                     GEOID18
 MM0393  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 MM0393  HORZ ORDER      -  SECOND
 MM0393
 MM0393.The horizontal coordinates were established by classical geodetic methods
 MM0393.and adjusted by the National Geodetic Survey in August 1997.
 MM0393
 MM0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0393
 MM0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0393.GEOID18 height accuracy estimate available here.
 MM0393
 MM0393.Click photographs - Photos may exist for this station.
 MM0393
 MM0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0393
 MM0393. The following values were computed from the NAD 83(1995) position.
 MM0393
 MM0393;                    North         East     Units Scale Factor Converg.
 MM0393;SPC NE       -   137,278.524   450,699.469   MT  0.99968758   -0 23 19.8
 MM0393;SPC NE       -   450,387.96  1,478,669.84   sFT  0.99968758   -0 23 19.8
 MM0393;UTM  14      - 4,547,549.594   366,686.361   MT  0.99981874   -1 02 33.3
 MM0393
 MM0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0393!SPC NE       -   0.99987318  x   0.99968758  =   0.99956080
 MM0393!UTM  14      -   0.99987318  x   0.99981874  =   0.99969194
 MM0393
 MM0393:                Primary Azimuth Mark                     Grid Az
 MM0393:SPC NE       -  80 15 E AZ MK                            279 06 26.0
 MM0393:UTM  14      -  80 15 E AZ MK                            279 45 39.5
 MM0393
 MM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6668647549(NAD 83)
 MM0393
 MM0393|---------------------------------------------------------------------|
 MM0393| PID    Reference Object                     Distance      Geod. Az  |
 MM0393|                                                           dddmmss.s |
 MM0393| CN8460 80 15E RM 1                          15.605 METERS 23404     |
 MM0393| MM0391 80 15 E AZ MK                       APPROX. 0.6 KM 2784306.2 |
 MM0393| CN8461 80 15E RM 2                          20.444 METERS 33239     |
 MM0393|---------------------------------------------------------------------|
 MM0393
 MM0393                          SUPERSEDED SURVEY CONTROL
 MM0393
 MM0393  NAD 83(1986)-  41 04 05.80802(N)    100 35 12.34882(W) AD(       ) 2
 MM0393  NAD 27      -  41 04 05.80427(N)    100 35 10.85592(W) AD(       ) 2
 MM0393  NGVD 29 (07/19/86)  830.8    (m)         2726.     (f) VERT ANG       
 MM0393
 MM0393.Superseded values are not recommended for survey control.
 MM0393
 MM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0393.See file dsdata.pdf to determine how the superseded data were derived.
 MM0393
 MM0393_MARKER: DS = TRIANGULATION STATION DISK
 MM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0393_STAMPING: 80-15E 1960
 MM0393_MARK LOGO: NEDR
 MM0393_PROJECTION: FLUSH
 MM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0393+STABILITY: SURFACE MOTION
 MM0393
 MM0393  HISTORY     - Date     Condition        Report By
 MM0393  HISTORY     - 1960     MONUMENTED       NEDR
 MM0393
 MM0393                          STATION DESCRIPTION
 MM0393
 MM0393'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0393'THE STATION IS LOCATED ABOUT 3.9 MILES WEST AND 1.4 MILES
 MM0393'SOUTH OF THE RAILROAD STATION AT MAXWELL IN SEC. 25, T13N, R29W.
 MM0393'
 MM0393'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0393'PROCEED WEST ALONG HIGHWAY 30 FOR 0.1 MILE, TURN LEFT (SOUTH)
 MM0393'AND PROCEED ALONG STATE SPUR 330 FOR 1.4 MILES, TURN RIGHT
 MM0393'(WEST) AND PROCEED ALONG COUNTY ROAD FOR 4.2 MILES, TO TRAIL
 MM0393'ROAD ON THE LEFT, TURN LEFT (SOUTH) ALONG TRAIL ROAD AND OVER
 MM0393'CROSS-DRAINAGE, BEAR LEFT (EASTERLY DIRECTION) AND PROCEED
 MM0393'0.4 MILES TO STATION.  THE STATION IS 588.0 FEET SOUTH OF THE
 MM0393'SOUTH R.O.W. FENCE OF THE COUNTY ROAD, NEAR A GROUP OF CEDAR
 MM0393'TREES.
 MM0393'
 MM0393'THE STATION MARK IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION
 MM0393'MARK DISK STAMPED 80-15E 1960.  IT IS SET FLUSH WITH THE GROUND.
 MM0393'
 MM0393'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0393'MARK DISK STAMPED 80-15E R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE
 MM0393'THE GROUND, 1.5 FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0393'
 MM0393'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0393'MARK DISK STAMPED 80-15E R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE
 MM0393'THE GROUND, 1.5 FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0393'
 MM0393'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0393'STAMPED 80-15 E 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0393'POST, WHICH PROJECTS 0.2 FOOT ABOVE GROUND, 7.0 FEET EAST OF
 MM0393'CEDAR TREES, 13.0 FEET WEST OF THE CENTERLINE OF TRAIL ROAD,
 MM0393'3.9 FEET EAST OF STEEL WITNESS POST AND SIGN.
 MM0393'
 MM0393'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS 588
 MM0393'FEET SOUTH OF SOUTH R.O.W. FENCE), PROCEED WEST 0.4 MILE TO
 MM0393'CEDAR TREES AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0390 ***********************************************************************
 MM0390  DESIGNATION -  80 15F
 MM0390  PID         -  MM0390
 MM0390  STATE/COUNTY-  NE/LINCOLN
 MM0390  COUNTRY     -  US
 MM0390  USGS QUAD   -  MAXWELL (2017)
 MM0390
 MM0390                         *CURRENT SURVEY CONTROL
 MM0390  ______________________________________________________________________
 MM0390* NAD 83(1995) POSITION- 41 04 49.24203(N) 100 36 25.98273(W)   ADJUSTED
 MM0390* NAVD 88 ORTHO HEIGHT -   834.9   (meters)     2739.    (feet) VERTCON
 MM0390  ______________________________________________________________________
 MM0390  GEOID HEIGHT    -        -22.469 (meters)                     GEOID18
 MM0390  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 MM0390  HORZ ORDER      -  SECOND
 MM0390
 MM0390.The horizontal coordinates were established by classical geodetic methods
 MM0390.and adjusted by the National Geodetic Survey in August 1997.
 MM0390
 MM0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0390
 MM0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0390.GEOID18 height accuracy estimate available here.
 MM0390
 MM0390.Click photographs - Photos may exist for this station.
 MM0390
 MM0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0390
 MM0390. The following values were computed from the NAD 83(1995) position.
 MM0390
 MM0390;                    North         East     Units Scale Factor Converg.
 MM0390;SPC NE       -   138,629.980   448,990.179   MT  0.99968600   -0 24 08.6
 MM0390;SPC NE       -   454,821.86  1,473,061.95   sFT  0.99968600   -0 24 08.6
 MM0390;UTM  14      - 4,548,920.651   364,992.376   MT  0.99982433   -1 03 22.6
 MM0390
 MM0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0390!SPC NE       -   0.99987259  x   0.99968600  =   0.99955863
 MM0390!UTM  14      -   0.99987259  x   0.99982433  =   0.99969694
 MM0390
 MM0390:                Primary Azimuth Mark                     Grid Az
 MM0390:SPC NE       -  80 15 F AZ MK                            130 29 39.6
 MM0390:UTM  14      -  80 15 F AZ MK                            131 08 53.6
 MM0390
 MM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6499248920(NAD 83)
 MM0390
 MM0390|---------------------------------------------------------------------|
 MM0390| PID    Reference Object                     Distance      Geod. Az  |
 MM0390|                                                           dddmmss.s |
 MM0390| CN8463 80 15F RM 2                          18.597 METERS 00041     |
 MM0390| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 9.2 KM 0522409.8 |
 MM0390| CN8462 80 15F RM 1                          17.450 METERS 09031     |
 MM0390| MM0392 80 15 F AZ MK                       APPROX. 1.7 KM 1300531.0 |
 MM0390|---------------------------------------------------------------------|
 MM0390
 MM0390                          SUPERSEDED SURVEY CONTROL
 MM0390
 MM0390  NAD 83(1986)-  41 04 49.24722(N)    100 36 25.98987(W) AD(       ) 2
 MM0390  NAD 27      -  41 04 49.24427(N)    100 36 24.49317(W) AD(       ) 2
 MM0390  NGVD 29 (07/19/86)  834.5    (m)         2738.     (f) VERT ANG       
 MM0390
 MM0390.Superseded values are not recommended for survey control.
 MM0390
 MM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0390.See file dsdata.pdf to determine how the superseded data were derived.
 MM0390
 MM0390_MARKER: DS = TRIANGULATION STATION DISK
 MM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0390_STAMPING: 80-15F 1960
 MM0390_MARK LOGO: NEDR
 MM0390_PROJECTION: RECESSED 3 CENTIMETERS
 MM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0390+STABILITY: SURFACE MOTION
 MM0390
 MM0390  HISTORY     - Date     Condition        Report By
 MM0390  HISTORY     - 1960     MONUMENTED       NEDR
 MM0390
 MM0390                          STATION DESCRIPTION
 MM0390
 MM0390'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0390'STATION IS LOCATED 5.4 MILES WEST AND 1.4 MILES SOUTH OF THE
 MM0390'RAILROAD STATION AT MAXWELL, IN SECTION 23, T13N, R29W.
 MM0390'
 MM0390'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0390'PROCEED 0.1 MILE WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 MM0390'AND PROCEED 1.4 MILES ALONG STATE SPUR 330, TURN RIGHT (WEST)
 MM0390'AND PROCEED 5.3 MILES ALONG COUNTY ROAD.  STATION IS 75.9
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0390'
 MM0390'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0390'MARK DISK STAMPED 80-15F 1960.  IT IS BURIED 0.1 FOOT BELOW THE
 MM0390'GROUND, 46.3 FEET SOUTH OF THE SOUTH R.O.W. FENCE.
 MM0390'
 MM0390'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0390'MARK DISK STAMPED 80-15F R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0390'GROUND ELEVATION, 7.2 FEET SOUTH OF SOUTH R.O.W. FENCE, 36.8
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0390'
 MM0390'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0390'MARK DISK STAMPED 80-15F R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE
 MM0390'GROUND ELEVATION, 1.0 FOOT SOUTH OF SOUTH R.O.W. FENCE, 30.6
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0390'
 MM0390'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0390'DISK STAMPED 80-15F 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0390'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 75.0 FEET SOUTH
 MM0390'OF SOUTH R.O.W. FENCE, 5.2 FEET EAST OF NORTH-SOUTH FENCE,
 MM0390'21.5 FEET EAST OF THE CENTERLINE OF TRAIL ROAD, 5.2 FEET
 MM0390'NORTHEAST OF STEEL WITNESS POST AND SIGN.
 MM0390'
 MM0390'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS 75.9
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD) PROCEED 0.5
 MM0390'MILE EAST ALONG COUNTY ROAD TO MARK ON RIGHT AS DESCRIBED.
 MM0390'THE AZIMUTH MARK IS 102.0 FEET SOUTH OF THE CENTERLINE OF THE
 MM0390'COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0389 ***********************************************************************
 MM0389  DESIGNATION -  80 15G
 MM0389  PID         -  MM0389
 MM0389  STATE/COUNTY-  NE/LINCOLN
 MM0389  COUNTRY     -  US
 MM0389  USGS QUAD   -  MAXWELL (2017)
 MM0389
 MM0389                         *CURRENT SURVEY CONTROL
 MM0389  ______________________________________________________________________
 MM0389* NAD 83(1995) POSITION- 41 05 25.22512(N) 100 37 11.64454(W)   ADJUSTED
 MM0389* NAVD 88 ORTHO HEIGHT -   836.3   (meters)     2744.    (feet) VERTCON
 MM0389  ______________________________________________________________________
 MM0389  GEOID HEIGHT    -        -22.429 (meters)                     GEOID18
 MM0389  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 MM0389  HORZ ORDER      -  SECOND
 MM0389
 MM0389.The horizontal coordinates were established by classical geodetic methods
 MM0389.and adjusted by the National Geodetic Survey in August 1997.
 MM0389
 MM0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0389
 MM0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0389.GEOID18 height accuracy estimate available here.
 MM0389
 MM0389.Click photographs - Photos may exist for this station.
 MM0389
 MM0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0389
 MM0389. The following values were computed from the NAD 83(1995) position.
 MM0389
 MM0389;                    North         East     Units Scale Factor Converg.
 MM0389;SPC NE       -   139,747.198   447,932.637   MT  0.99968473   -0 24 38.9
 MM0389;SPC NE       -   458,487.27  1,469,592.33   sFT  0.99968473   -0 24 38.9
 MM0389;UTM  14      - 4,550,050.025   363,947.507   MT  0.99982782   -1 03 53.4
 MM0389
 MM0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0389!SPC NE       -   0.99987236  x   0.99968473  =   0.99955713
 MM0389!UTM  14      -   0.99987236  x   0.99982782  =   0.99970020
 MM0389
 MM0389:                Primary Azimuth Mark                     Grid Az
 MM0389:SPC NE       -  80 15F                                   136 34 18.6
 MM0389:UTM  14      -  80 15F                                   137 13 33.1
 MM0389
 MM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6394750050(NAD 83)
 MM0389
 MM0389|---------------------------------------------------------------------|
 MM0389| PID    Reference Object                     Distance      Geod. Az  |
 MM0389|                                                           dddmmss.s |
 MM0389| MM0390 80 15F                              APPROX. 1.5 KM 1360939.7 |
 MM0389| CN8464 80 15G RM 1                          17.041 METERS 20844     |
 MM0389| CN8465 80 15G RM 2                           5.686 METERS 26151     |
 MM0389|---------------------------------------------------------------------|
 MM0389
 MM0389                          SUPERSEDED SURVEY CONTROL
 MM0389
 MM0389  NAD 83(1986)-  41 05 25.23031(N)    100 37 11.65168(W) AD(       ) 2
 MM0389  NAD 27      -  41 05 25.22908(N)    100 37 10.15383(W) AD(       ) 2
 MM0389  NGVD 29 (07/19/86)  835.9    (m)         2742.     (f) VERT ANG       
 MM0389
 MM0389.Superseded values are not recommended for survey control.
 MM0389
 MM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0389.See file dsdata.pdf to determine how the superseded data were derived.
 MM0389
 MM0389_MARKER: DS = TRIANGULATION STATION DISK
 MM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0389_STAMPING: 80-15G 1960
 MM0389_MARK LOGO: NEDR
 MM0389_PROJECTION: RECESSED 6 CENTIMETERS
 MM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0389+STABILITY: SURFACE MOTION
 MM0389
 MM0389  HISTORY     - Date     Condition        Report By
 MM0389  HISTORY     - 1960     MONUMENTED       NEDR
 MM0389
 MM0389                          STATION DESCRIPTION
 MM0389
 MM0389'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0389'THE STATION IS LOCATED 6.4 MILES WEST AND 1.4 MILES SOUTH OF
 MM0389'THE RAILROAD STATION AT MAXWELL, IN SEC. 15, T13N R29W.
 MM0389'
 MM0389'TO REACH THE STATION FROM THE RAILROAD STATION IN MAXWELL,
 MM0389'PROCEED WEST FOR 0.1 MILE ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 MM0389'AND PROCEED FOR 1.4 MILES ALONG STATE SPUR 330, TURN RIGHT
 MM0389'(WEST) AND PROCEED ALONG COUNTY ROAD FOR 6.3 MILES.  STATION IS
 MM0389'38.0 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0389'
 MM0389'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0389'MARK DISK STAMPED 80-15G 1960.  IT IS BURIED 0.2 FOOT BELOW
 MM0389'GROUND ELEVATION, 11.2 FEET NORTHWEST OF NAIL IN THE TOP OF
 MM0389'40 INCH TREE STUMP, 17.0 FEET WEST OF THE CENTERLINE OF FARM
 MM0389'LANE, 9.8 FEET NORTH OF EAST-WEST R.O.W. FENCE.
 MM0389'
 MM0389'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0389'MARK DISK STAMPED 80-15G R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE
 MM0389'THE GROUND ELEVATION, 18.0 FEET SOUTH OF THE CENTERLINE OF
 MM0389'THE COUNTY ROAD, 2.1 FEET NORTH OF THE SOUTH R.O.W. FENCE.
 MM0389'
 MM0389'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0389'MARK DISK STAMPED 80-15G R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE
 MM0389'THE GROUND ELEVATION, 29.5 FEET NORTH OF THE CENTERLINE OF
 MM0389'COUNTY ROAD, 25.2 FEET WEST OF NAIL IN 40 INCH STUMP, 18.0
 MM0389'FEET WEST OF NORTH-SOUTH FENCE, 2.0 FEET NORTH OF EAST-WEST
 MM0389'FENCE.
 MM0389'
 MM0389'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0401 ***********************************************************************
 MM0401  DESIGNATION -  80 15H
 MM0401  PID         -  MM0401
 MM0401  STATE/COUNTY-  NE/LINCOLN
 MM0401  COUNTRY     -  US
 MM0401  USGS QUAD   -  MAXWELL SW (2017)
 MM0401
 MM0401                         *CURRENT SURVEY CONTROL
 MM0401  ______________________________________________________________________
 MM0401* NAD 83(1995) POSITION- 41 05 43.70858(N) 100 38 18.48893(W)   ADJUSTED
 MM0401* NAVD 88 ORTHO HEIGHT -   839.5   (meters)     2754.    (feet) VERTCON
 MM0401  ______________________________________________________________________
 MM0401  GEOID HEIGHT    -        -22.398 (meters)                     GEOID18
 MM0401  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 MM0401  HORZ ORDER      -  SECOND
 MM0401
 MM0401.The horizontal coordinates were established by classical geodetic methods
 MM0401.and adjusted by the National Geodetic Survey in August 1997.
 MM0401
 MM0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0401
 MM0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0401.GEOID18 height accuracy estimate available here.
 MM0401
 MM0401.Click photographs - Photos may exist for this station.
 MM0401
 MM0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0401
 MM0401. The following values were computed from the NAD 83(1995) position.
 MM0401
 MM0401;                    North         East     Units Scale Factor Converg.
 MM0401;SPC NE       -   140,328.544   446,377.302   MT  0.99968409   -0 25 23.2
 MM0401;SPC NE       -   460,394.56  1,464,489.53   sFT  0.99968409   -0 25 23.2
 MM0401;UTM  14      - 4,550,649.176   362,398.683   MT  0.99983303   -1 04 37.8
 MM0401
 MM0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0401!SPC NE       -   0.99987186  x   0.99968409  =   0.99955599
 MM0401!UTM  14      -   0.99987186  x   0.99983303  =   0.99970491
 MM0401
 MM0401:                Primary Azimuth Mark                     Grid Az
 MM0401:SPC NE       -  80 15G                                   110 29 40.5
 MM0401:UTM  14      -  80 15G                                   111 08 55.1
 MM0401
 MM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6239850649(NAD 83)
 MM0401
 MM0401|---------------------------------------------------------------------|
 MM0401| PID    Reference Object                     Distance      Geod. Az  |
 MM0401|                                                           dddmmss.s |
 MM0401| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.10.7 KM 0682128.2 |
 MM0401| MM0389 80 15G                              APPROX. 1.7 KM 1100417.3 |
 MM0401| CN8466 80 15H RM 1                          12.986 METERS 13407     |
 MM0401| CN8467 80 15H RM 2                          13.580 METERS 31612     |
 MM0401|---------------------------------------------------------------------|
 MM0401
 MM0401                          SUPERSEDED SURVEY CONTROL
 MM0401
 MM0401  NAD 83(1986)-  41 05 43.71370(N)    100 38 18.49597(W) AD(       ) 2
 MM0401  NAD 27      -  41 05 43.71377(N)    100 38 16.99646(W) AD(       ) 2
 MM0401  NGVD 29 (07/19/86)  839.1    (m)         2753.     (f) VERT ANG       
 MM0401
 MM0401.Superseded values are not recommended for survey control.
 MM0401
 MM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0401.See file dsdata.pdf to determine how the superseded data were derived.
 MM0401
 MM0401_MARKER: DS = TRIANGULATION STATION DISK
 MM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0401_STAMPING: 80-15H 1960
 MM0401_MARK LOGO: NEDR
 MM0401_PROJECTION: FLUSH
 MM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0401+STABILITY: SURFACE MOTION
 MM0401
 MM0401  HISTORY     - Date     Condition        Report By
 MM0401  HISTORY     - 1960     MONUMENTED       NEDR
 MM0401
 MM0401                          STATION DESCRIPTION
 MM0401
 MM0401'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0401'THE STATION IS LOCATED 7.5 MILES WEST AND 1.4 MILES SOUTH OF THE
 MM0401'RAILROAD STATION AT MAXWELL IN SEC. 15, T13N, R29W.
 MM0401'
 MM0401'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0401'PROCEED WEST ALONG HIGHWAY 30 FOR 0.1 MILE, TURN LEFT (SOUTH)
 MM0401'AND PROCEED ALONG STATE SPUR 330 FOR 1.4 MILES, TURN RIGHT (WEST)
 MM0401'AND PROCEED 7.4 MILES ALONG COUNTY ROAD.  THE STATION IS 19.5
 MM0401'SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0401'
 MM0401'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0401'MARK DISK STAMPED 80-15H 1960.  IT IS SET FLUSH WITH THE GROUND,
 MM0401'3.5 FEET SOUTHWEST OF R.O.W. FENCE, 12.9 FEET WEST OF WEST
 MM0401'GATE POST, 11.5 FEET NORTHWEST OF CENTERLINE OF DOUBLE POWER
 MM0401'POLE LINE.
 MM0401'
 MM0401'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0401'MARK DISK STAMPED 80-15H R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0401'GROUND ELEVATION, 13.5 EAST OF EAST GATE POST, 1.5 FEET SOUTH OF
 MM0401'SOUTH R.O.W. FENCE, 17.6 FEET SOUTH OF THE CENTERLINE OF THE
 MM0401'COUNTY ROAD.
 MM0401'
 MM0401'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0401'MARK DISK STAMPED 80-15H R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0401'THE GROUND ELEVATION, 57.5 FEET WEST OF WEST GATE POST, 2.4 FEET
 MM0401'SOUTH OF SOUTH R.O.W. FENCE, 19.5 FEET SOUTH OF THE CENTERLINE
 MM0401'OF THE COUNTY ROAD.
 MM0401'
 MM0401'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0399 ***********************************************************************
 MM0399  DESIGNATION -  80 16
 MM0399  PID         -  MM0399
 MM0399  STATE/COUNTY-  NE/LINCOLN
 MM0399  COUNTRY     -  US
 MM0399  USGS QUAD   -  MAXWELL SW (2017)
 MM0399
 MM0399                         *CURRENT SURVEY CONTROL
 MM0399  ______________________________________________________________________
 MM0399* NAD 83(1995) POSITION- 41 04 50.52353(N) 100 39 47.22854(W)   ADJUSTED
 MM0399* NAVD 88 ORTHO HEIGHT -   844.3   (meters)     2770.    (feet) VERTCON
 MM0399  ______________________________________________________________________
 MM0399  GEOID HEIGHT    -        -22.412 (meters)                     GEOID18
 MM0399  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MM0399  HORZ ORDER      -  SECOND
 MM0399
 MM0399.The horizontal coordinates were established by classical geodetic methods
 MM0399.and adjusted by the National Geodetic Survey in August 1997.
 MM0399
 MM0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0399
 MM0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0399.GEOID18 height accuracy estimate available here.
 MM0399
 MM0399.Click photographs - Photos may exist for this station.
 MM0399
 MM0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0399
 MM0399. The following values were computed from the NAD 83(1995) position.
 MM0399
 MM0399;                    North         East     Units Scale Factor Converg.
 MM0399;SPC NE       -   138,703.999   444,294.508   MT  0.99968596   -0 26 22.0
 MM0399;SPC NE       -   455,064.70  1,457,656.23   sFT  0.99968596   -0 26 22.0
 MM0399;UTM  14      - 4,549,048.260   360,297.167   MT  0.99984021   -1 05 35.0
 MM0399
 MM0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0399!SPC NE       -   0.99987110  x   0.99968596  =   0.99955710
 MM0399!UTM  14      -   0.99987110  x   0.99984021  =   0.99971133
 MM0399
 MM0399:                Primary Azimuth Mark                     Grid Az
 MM0399:SPC NE       -  80 16 AZ MK                              028 01 39.1
 MM0399:UTM  14      -  80 16 AZ MK                              028 40 52.1
 MM0399
 MM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6029749048(NAD 83)
 MM0399
 MM0399|---------------------------------------------------------------------|
 MM0399| PID    Reference Object                     Distance      Geod. Az  |
 MM0399|                                                           dddmmss.s |
 MM0399| CN8468 80 16 RM 1                           10.627 METERS 01634     |
 MM0399| MM0400 80 16 AZ MK                         APPROX. 0.8 KM 0273517.1 |
 MM0399| CN8469 80 16 RM 2                           14.238 METERS 09710     |
 MM0399| MM0402 NORTH PLATTE RAD RNG CEN MAST       APPROX. 3.0 KM 2870652.6 |
 MM0399| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.15.0 KM 3362940.5 |
 MM0399|---------------------------------------------------------------------|
 MM0399
 MM0399                          SUPERSEDED SURVEY CONTROL
 MM0399
 MM0399  NAD 83(1986)-  41 04 50.52855(N)    100 39 47.23556(W) AD(       ) 2
 MM0399  NAD 27      -  41 04 50.52923(N)    100 39 45.73428(W) AD(       ) 2
 MM0399  NGVD 29 (07/19/86)  843.9    (m)         2769.     (f) VERT ANG       
 MM0399
 MM0399.Superseded values are not recommended for survey control.
 MM0399
 MM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0399.See file dsdata.pdf to determine how the superseded data were derived.
 MM0399
 MM0399_MARKER: DS = TRIANGULATION STATION DISK
 MM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0399_STAMPING: 80-16 1960
 MM0399_MARK LOGO: NEDR
 MM0399_PROJECTION: RECESSED 30 CENTIMETERS
 MM0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0399+STABILITY: SURFACE MOTION
 MM0399
 MM0399  HISTORY     - Date     Condition        Report By
 MM0399  HISTORY     - 1960     MONUMENTED       NEDR
 MM0399
 MM0399                          STATION DESCRIPTION
 MM0399
 MM0399'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0399'THE STATION IS LOCATED ABOUT 4.3 MILES SOUTH AND 5.6 MILES
 MM0399'EAST OF THE POST OFFICE AT NORTH PLATTE, IN SEC. 20, T13N, R29W.
 MM0399'
 MM0399'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0399'PROCEED SOUTH FOR 3.5 MILES ALONG HIGHWAY 83, TURN LEFT (EAST) AND
 MM0399'PROCEED FOR 5.0 MILES ALONG COUNTY ROAD TO T JUNCTION (OF THE
 MM0399'COUNTY ROAD) WITH A DRIVE LEADING EAST, PROCEED ALONG DRIVE FOR
 MM0399'0.6 MILE TO WOODEN BRIDGE, CROSS BRIDGE AND BEAR RIGHT
 MM0399'(SOUTHEAST) AND PROCEED ALONG CNPP ROAD FOR 0.8 MILE TO STATION
 MM0399'ON THE LEFT.
 MM0399'
 MM0399'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0399'MARK DISK STAMPED 80-16 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0399'GROUND ELEVATION, 6.0 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MM0399'220.6 FEET NORTHWEST OF NORTH END OF WEST RAIL OF WOODEN
 MM0399'BRIDGE, 31.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 MM0399'NORTHEAST-SOUTHWEST DOUBLE POLE POWER LINE, 28.6 FEET SOUTHWEST
 MM0399'OF SOUTHEAST-NORTHWEST FENCE.
 MM0399'
 MM0399'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0399'MARK DISK STAMPED 80-16 R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0399'GROUND, 1.5 FEET NORTHEAST OF SOUTHEAST-NORTHWEST FENCE.
 MM0399'
 MM0399'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0399'MARK DISK STAMPED 80-16 R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0399'GROUND, 1.8 NORTHEAST OF THE SOUTHEAST-NORTHWEST FENCE.
 MM0399'
 MM0399'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0399'DISK STAMPED 80-16 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0399'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND ELEVATION, 2.8
 MM0399'FEET WEST OF STEEL WITNESS POST AND SIGN, 3.8 FEET WEST OF
 MM0399'NORTH-SOUTH FENCE, 107.0 FEET NORTH OF FENCE CORNER.
 MM0399'
 MM0399'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 MM0399'ALONG CNPP ROAD FOR 0.4 MILE TO INTERSECTION, TURN LEFT (EAST)
 MM0399'AND PROCEED 200 FEET TO COUNTY ROAD NORTH, TURN LEFT (NORTH)
 MM0399'AND PROCEED ALONG COUNTY ROAD FOR 0.75 MILES TO FARM ENTRANCE,
 MM0399'CONTINUE NORTH ABOUT 200 FEET TO LANE THROUGH HEDGE ROW, THEN
 MM0399'PROCEED 0.1 MILE NORTH ALONG WEST SIDE OF FENCE TO MARK AS
 MM0399'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0398 ***********************************************************************
 MM0398  DESIGNATION -  80 16 A AZ MK
 MM0398  PID         -  MM0398
 MM0398  STATE/COUNTY-  NE/LINCOLN
 MM0398  COUNTRY     -  US
 MM0398  USGS QUAD   -  MAXWELL SW (2017)
 MM0398
 MM0398                         *CURRENT SURVEY CONTROL
 MM0398  ______________________________________________________________________
 MM0398* NAD 83(1995) POSITION- 41 05 25.54410(N) 100 40 02.40828(W)   ADJUSTED
 MM0398* NAVD 88 ORTHO HEIGHT -   843.    (meters)     2766.    (feet) VERTCON
 MM0398  ______________________________________________________________________
 MM0398  GEOID HEIGHT    -        -22.384 (meters)                     GEOID18
 MM0398  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 MM0398  HORZ ORDER      -  SECOND
 MM0398
 MM0398.The horizontal coordinates were established by classical geodetic methods
 MM0398.and adjusted by the National Geodetic Survey in August 1997.
 MM0398
 MM0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0398
 MM0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0398.GEOID18 height accuracy estimate available here.
 MM0398
 MM0398.Click photographs - Photos may exist for this station.
 MM0398
 MM0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0398
 MM0398. The following values were computed from the NAD 83(1995) position.
 MM0398
 MM0398;                    North         East     Units Scale Factor Converg.
 MM0398;SPC NE       -   139,786.693   443,948.635   MT  0.99968472   -0 26 32.1
 MM0398;SPC NE       -   458,616.84  1,456,521.48   sFT  0.99968472   -0 26 32.1
 MM0398;UTM  14      - 4,550,134.999   359,963.617   MT  0.99984135   -1 05 45.7
 MM0398
 MM0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0398!SPC NE       -   0.99987124  x   0.99968472  =   0.99955600
 MM0398!UTM  14      -   0.99987124  x   0.99984135  =   0.99971261
 MM0398
 MM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5996350134(NAD 83)
 MM0398
 MM0398                          SUPERSEDED SURVEY CONTROL
 MM0398
 MM0398  NAD 83(1986)-  41 05 25.54907(N)    100 40 02.41531(W) AD(       ) 2
 MM0398  NAD 27      -  41 05 25.55036(N)    100 40 00.91261(W) AD(       ) 2
 MM0398  NGVD 29 (07/19/86)  843.     (m)         2766.     (f) VERT ANG       
 MM0398
 MM0398.Superseded values are not recommended for survey control.
 MM0398
 MM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0398.See file dsdata.pdf to determine how the superseded data were derived.
 MM0398
 MM0398_MARKER: DZ = AZIMUTH MARK DISK
 MM0398_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0398_STAMPING: 80-16A 1960
 MM0398_MARK LOGO: NEDR
 MM0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0398
 MM0398  HISTORY     - Date     Condition        Report By
 MM0398  HISTORY     - 1960     MONUMENTED       NEDR
 MM0398
 MM0398                          STATION DESCRIPTION
 MM0398
 MM0398'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0398'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0398'DISK STAMPED 80-16A 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0398'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND ELEVATION.
 MM0398'IT IS LOCATED 0.47 MILES SOUTHEAST OF STATION ON THE WEST
 MM0398'BANK OF THE CNPP CANAL, 63.0 FEET NORTH OF THE WEST END OF THE
 MM0398'BRIDGE (MEASURED FROM THE CENTERLINE OF THE BRIDGE) AND 5.1
 MM0398'FEET WEST OF STEEL WITNESS POST AND SIGN.
 MM0398'
 MM0398'TO REACH THE AZIMUTH MARK FROM STATION 80-16A NEDR, PROCEED 380.0
 MM0398'FEET NORTHWEST ON ROAD TO WOODEN BRIDGE OVER CANAL, BEAR
 MM0398'LEFT OVER BRIDGE AND PROCEED SOUTH 0.35 MILES, TURN LEFT (EAST)
 MM0398'AND PROCEED ON DRIVE FOR 0.6 MILES TO WOODEN BRIDGE AND MARK
 MM0398'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0400 ***********************************************************************
 MM0400  DESIGNATION -  80 16 AZ MK
 MM0400  PID         -  MM0400
 MM0400  STATE/COUNTY-  NE/LINCOLN
 MM0400  COUNTRY     -  US
 MM0400  USGS QUAD   -  MAXWELL SW (2017)
 MM0400
 MM0400                         *CURRENT SURVEY CONTROL
 MM0400  ______________________________________________________________________
 MM0400* NAD 83(1995) POSITION- 41 05 13.07303(N) 100 39 31.65519(W)   ADJUSTED
 MM0400* NAVD 88 ORTHO HEIGHT -   839.    (meters)     2753.    (feet) VERTCON
 MM0400  ______________________________________________________________________
 MM0400  GEOID HEIGHT    -        -22.401 (meters)                     GEOID18
 MM0400  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 MM0400  HORZ ORDER      -  SECOND
 MM0400
 MM0400.The horizontal coordinates were established by classical geodetic methods
 MM0400.and adjusted by the National Geodetic Survey in August 1997.
 MM0400
 MM0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0400
 MM0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0400.GEOID18 height accuracy estimate available here.
 MM0400
 MM0400.Click photographs - Photos may exist for this station.
 MM0400
 MM0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0400
 MM0400. The following values were computed from the NAD 83(1995) position.
 MM0400
 MM0400;                    North         East     Units Scale Factor Converg.
 MM0400;SPC NE       -   139,396.606   444,663.200   MT  0.99968516   -0 26 11.7
 MM0400;SPC NE       -   457,337.03  1,458,865.85   sFT  0.99968516   -0 26 11.7
 MM0400;UTM  14      - 4,549,736.722   360,673.796   MT  0.99983891   -1 05 25.2
 MM0400
 MM0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0400!SPC NE       -   0.99987187  x   0.99968516  =   0.99955707
 MM0400!UTM  14      -   0.99987187  x   0.99983891  =   0.99971080
 MM0400
 MM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6067349736(NAD 83)
 MM0400
 MM0400                          SUPERSEDED SURVEY CONTROL
 MM0400
 MM0400  NAD 83(1986)-  41 05 13.07809(N)    100 39 31.66223(W) AD(       ) 2
 MM0400  NAD 27      -  41 05 13.07629(N)    100 39 30.16266(W) AD(       ) 2
 MM0400  NGVD 29 (07/19/86)  839.     (m)         2753.     (f) VERT ANG       
 MM0400
 MM0400.Superseded values are not recommended for survey control.
 MM0400
 MM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0400.See file dsdata.pdf to determine how the superseded data were derived.
 MM0400
 MM0400_MARKER: DZ = AZIMUTH MARK DISK
 MM0400_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0400_STAMPING: 80-16 1960
 MM0400_MARK LOGO: NEDR
 MM0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0400
 MM0400  HISTORY     - Date     Condition        Report By
 MM0400  HISTORY     - 1960     MONUMENTED       NEDR
 MM0400
 MM0400                          STATION DESCRIPTION
 MM0400
 MM0400'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0400'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0400'DISK STAMPED 80-16 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0400'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND ELEVATION, 2.8
 MM0400'FEET WEST OF STEEL WITNESS POST AND SIGN, 3.8 FEET WEST OF
 MM0400'NORTH-SOUTH FENCE, 107.0 FEET NORTH OF FENCE CORNER.
 MM0400'
 MM0400'TO REACH THE AZIMUTH MARK FROM STATION 80-16 NEDR, PROCEED SOUTHEAST
 MM0400'ALONG CNPP ROAD FOR 0.4 MILE TO INTERSECTION, TURN LEFT (EAST)
 MM0400'AND PROCEED 200 FEET TO COUNTY ROAD NORTH, TURN LEFT (NORTH)
 MM0400'AND PROCEED ALONG COUNTY ROAD FOR 0.75 MILES TO FARM ENTRANCE,
 MM0400'CONTINUE NORTH ABOUT 200 FEET TO LANE THROUGH HEDGE ROW, THEN
 MM0400'PROCEED 0.1 MILE NORTH ALONG WEST SIDE OF FENCE TO MARK AS
 MM0400'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0426 ***********************************************************************
 MM0426  DESIGNATION -  80 16 B AZ MK
 MM0426  PID         -  MM0426
 MM0426  STATE/COUNTY-  NE/LINCOLN
 MM0426  COUNTRY     -  US
 MM0426  USGS QUAD   -  LAKE MALONEY (2017)
 MM0426
 MM0426                         *CURRENT SURVEY CONTROL
 MM0426  ______________________________________________________________________
 MM0426* NAD 83(1995) POSITION- 41 05 23.84378(N) 100 45 15.66906(W)   ADJUSTED
 MM0426* NAVD 88 ORTHO HEIGHT -   856.    (meters)     2808.    (feet) VERTCON
 MM0426  ______________________________________________________________________
 MM0426  GEOID HEIGHT    -        -22.290 (meters)                     GEOID18
 MM0426  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 MM0426  HORZ ORDER      -  SECOND
 MM0426
 MM0426.The horizontal coordinates were established by classical geodetic methods
 MM0426.and adjusted by the National Geodetic Survey in August 1997.
 MM0426
 MM0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0426
 MM0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0426.GEOID18 height accuracy estimate available here.
 MM0426
 MM0426.Click photographs - Photos may exist for this station.
 MM0426
 MM0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0426
 MM0426. The following values were computed from the NAD 83(1995) position.
 MM0426
 MM0426;                    North         East     Units Scale Factor Converg.
 MM0426;SPC NE       -   139,794.350   436,639.563   MT  0.99968478   -0 29 59.7
 MM0426;SPC NE       -   458,641.96  1,432,541.63   sFT  0.99968478   -0 29 59.7
 MM0426;UTM  14      - 4,550,226.043   352,653.870   MT  0.99986721   -1 09 11.7
 MM0426
 MM0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0426!SPC NE       -   0.99986919  x   0.99968478  =   0.99955401
 MM0426!UTM  14      -   0.99986919  x   0.99986721  =   0.99973641
 MM0426
 MM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5265350226(NAD 83)
 MM0426
 MM0426                          SUPERSEDED SURVEY CONTROL
 MM0426
 MM0426  NAD 83(1986)-  41 05 23.84837(N)    100 45 15.67623(W) AD(       ) 2
 MM0426  NAD 27      -  41 05 23.85286(N)    100 45 14.16045(W) AD(       ) 2
 MM0426  NGVD 29 (07/19/86)  856.     (m)         2808.     (f) VERT ANG       
 MM0426
 MM0426.Superseded values are not recommended for survey control.
 MM0426
 MM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0426.See file dsdata.pdf to determine how the superseded data were derived.
 MM0426
 MM0426_MARKER: DZ = AZIMUTH MARK DISK
 MM0426_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0426_STAMPING: 80-16B 1960
 MM0426_MARK LOGO: NEDR
 MM0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0426
 MM0426  HISTORY     - Date     Condition        Report By
 MM0426  HISTORY     - 1960     MONUMENTED       NEDR
 MM0426
 MM0426                          STATION DESCRIPTION
 MM0426
 MM0426'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0426'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0426'DISK STAMPED 80-16B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0426'CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 35.6
 MM0426'FEET SOUTH FROM THE CENTERLINE OF THE ASPHALT COUNTY ROAD,
 MM0426'112.0 WEST FROM THE CENTERLINE OF THE WEST LINE OF A DOUBLE
 MM0426'POLE POWER LINE, 4.5 FEET SOUTHWEST OF TELEPHONE POLE 8, 7.4
 MM0426'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0426'
 MM0426'TO REACH THE AZIMUTH MARK FROM STATION 80-16B NEDR, PROCEED 0.7 MILE
 MM0426'SOUTH ALONG ROAD ON THE EAST SIDE OF CANAL TO ASPHALT COUNTY
 MM0426'ROAD, TURN LEFT (EAST) AND PROCEED ALONG ASPHALT COUNTY ROAD
 MM0426'FOR 0.25 MILE TO STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0397 ***********************************************************************
 MM0397  DESIGNATION -  80 16A
 MM0397  PID         -  MM0397
 MM0397  STATE/COUNTY-  NE/LINCOLN
 MM0397  COUNTRY     -  US
 MM0397  USGS QUAD   -  MAXWELL SW (2017)
 MM0397
 MM0397                         *CURRENT SURVEY CONTROL
 MM0397  ______________________________________________________________________
 MM0397* NAD 83(1995) POSITION- 41 05 39.16029(N) 100 40 29.33728(W)   ADJUSTED
 MM0397* NAVD 88 ORTHO HEIGHT -   848.4   (meters)     2783.    (feet) VERTCON
 MM0397  ______________________________________________________________________
 MM0397  GEOID HEIGHT    -        -22.368 (meters)                     GEOID18
 MM0397  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 MM0397  HORZ ORDER      -  SECOND
 MM0397
 MM0397.The horizontal coordinates were established by classical geodetic methods
 MM0397.and adjusted by the National Geodetic Survey in August 1997.
 MM0397
 MM0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0397
 MM0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0397.GEOID18 height accuracy estimate available here.
 MM0397
 MM0397.Click photographs - Photos may exist for this station.
 MM0397
 MM0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0397
 MM0397. The following values were computed from the NAD 83(1995) position.
 MM0397
 MM0397;                    North         East     Units Scale Factor Converg.
 MM0397;SPC NE       -   140,211.468   443,323.635   MT  0.99968425   -0 26 49.9
 MM0397;SPC NE       -   460,010.46  1,454,470.96   sFT  0.99968425   -0 26 49.9
 MM0397;UTM  14      - 4,550,566.946   359,343.408   MT  0.99984350   -1 06 03.7
 MM0397
 MM0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0397!SPC NE       -   0.99987045  x   0.99968425  =   0.99955475
 MM0397!UTM  14      -   0.99987045  x   0.99984350  =   0.99971397
 MM0397
 MM0397:                Primary Azimuth Mark                     Grid Az
 MM0397:SPC NE       -  80 16 A AZ MK                            124 12 05.8
 MM0397:UTM  14      -  80 16 A AZ MK                            124 51 19.6
 MM0397
 MM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5934350566(NAD 83)
 MM0397
 MM0397|---------------------------------------------------------------------|
 MM0397| PID    Reference Object                     Distance      Geod. Az  |
 MM0397|                                                           dddmmss.s |
 MM0397| CN8470 80 16A RM 1                           7.072 METERS 09703     |
 MM0397| MM0398 80 16 A AZ MK                       APPROX. 0.8 KM 1234515.9 |
 MM0397| MM0402 NORTH PLATTE RAD RNG CEN MAST       APPROX. 2.0 KM 2523438.2 |
 MM0397| CN8471 80 16A RM 2                          10.541 METERS 27356     |
 MM0397| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.13.3 KM 3374740.5 |
 MM0397|---------------------------------------------------------------------|
 MM0397
 MM0397                          SUPERSEDED SURVEY CONTROL
 MM0397
 MM0397  NAD 83(1986)-  41 05 39.16524(N)    100 40 29.34436(W) AD(       ) 2
 MM0397  NAD 27      -  41 05 39.16710(N)    100 40 27.84037(W) AD(       ) 2
 MM0397  NGVD 29 (07/19/86)  848.0    (m)         2782.     (f) VERT ANG       
 MM0397
 MM0397.Superseded values are not recommended for survey control.
 MM0397
 MM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0397.See file dsdata.pdf to determine how the superseded data were derived.
 MM0397
 MM0397_MARKER: DS = TRIANGULATION STATION DISK
 MM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0397_STAMPING: 80-16A 1960
 MM0397_MARK LOGO: NEDR
 MM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0397+STABILITY: SURFACE MOTION
 MM0397
 MM0397  HISTORY     - Date     Condition        Report By
 MM0397  HISTORY     - 1960     MONUMENTED       NEDR
 MM0397  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0397
 MM0397                          STATION DESCRIPTION
 MM0397
 MM0397'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0397'THE STATION IS LOCATED ABOUT 3.1 MILES SOUTH AND 5.0 MILES
 MM0397'EAST OF THE POST OFFICE AT NORTH PLATTE IN SEC. 17, T13N,
 MM0397'R29W.
 MM0397'
 MM0397'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 MM0397'PROCEED 3.5 MILES SOUTH ALONG HIGHWAY 83, TURN LEFT (EAST)
 MM0397'AND PROCEED FOR 5.0 MILES ALONG COUNTY ROAD, TO T JUNCTION
 MM0397'OF COUNTY ROAD AND DRIVE LEADING EAST, TURN LEFT (NORTH)
 MM0397'AND PROCEED FOR 0.35 MILE ALONG COUNTY ROAD TO WOODEN BRIDGE
 MM0397'OVER THE CANAL.  CROSS BRIDGE AND BEAR RIGHT (SOUTHEAST) AND
 MM0397'PROCEED ON ROAD FOR 0.1 MILE TO STATION.  STATION IS 24.0
 MM0397'FEET NORTH OF CENTERLINE OF ROAD.  (VISIBLE FROM THE ROAD.)
 MM0397'
 MM0397'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0397'MARK DISK STAMPED 80-16A 1960.  IT PROJECTS 0.7 FOOT ABOVE
 MM0397'THE ELEVATION OF THE GROUND.  IT IS ON TOP OF AN 8.0 FEET
 MM0397'SAND DIKE.
 MM0397'
 MM0397'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0397'MARK DISK STAMPED 80-16A R.M. 1.  IT PROJECTS 0.5 FOOT ABOVE
 MM0397'THE GROUND.  IT IS 23.0 FEET NORTH OF CENTERLINE OF ROAD ON
 MM0397'SAND DIKE, EAST OF STATION SET IN 0.6 FOOT PIPE.
 MM0397'
 MM0397'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0397'MARK DISK STAMPED 80-16 A, R.M. 2.  IT PROJECTS 0.5 FOOT ABOVE
 MM0397'THE GROUND AND IS 24.0 FEET NORTH OF CENTERLINE OF ROAD ON
 MM0397'SAND DIKE, WEST OF STATION SET IN 0.6 FOOT PIPE.
 MM0397'
 MM0397'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0397'DISK STAMPED 80-16A 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0397'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND ELEVATION.
 MM0397'IT IS LOCATED 0.47 MILES SOUTHEAST OF STATION ON THE WEST
 MM0397'BANK OF THE CNPP CANAL, 63.0 FEET NORTH OF THE WEST END OF THE
 MM0397'BRIDGE (MEASURED FROM THE CENTERLINE OF THE BRIDGE) AND 5.1
 MM0397'FEET WEST OF STEEL WITNESS POST AND SIGN.
 MM0397'
 MM0397'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 380.0
 MM0397'FEET NORTHWEST ON ROAD TO WOODEN BRIDGE OVER CANAL, BEAR
 MM0397'LEFT OVER BRIDGE AND PROCEED SOUTH 0.35 MILES, TURN LEFT (EAST)
 MM0397'AND PROCEED ON DRIVE FOR 0.6 MILES TO WOODEN BRIDGE AND MARK
 MM0397'AS DESCRIBED.
 MM0397
 MM0397                          STATION RECOVERY (1970)
 MM0397
 MM0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TCM)
 MM0397'THIS MARK WAS ESTABLISHED BY NEBRASKA STATE ROAD DEPT. UNDER
 MM0397'THE SUPERVISION OF USC AND GS.  THE MARK WAS SEARCHED FOR BUT
 MM0397'NOT FOUND.  THE DIKE, OR LEVEE, HAS BEEN RAISED AND THE
 MM0397'MARK HAS BEEN COVERED BY FILL OR ELSE THE MARK HAS BEEN
 MM0397'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0422 ***********************************************************************
 MM0422  DESIGNATION -  80 17
 MM0422  PID         -  MM0422
 MM0422  STATE/COUNTY-  NE/LINCOLN
 MM0422  COUNTRY     -  US
 MM0422  USGS QUAD   -  LAKE MALONEY (2017)
 MM0422
 MM0422                         *CURRENT SURVEY CONTROL
 MM0422  ______________________________________________________________________
 MM0422* NAD 83(1995) POSITION- 41 06 17.72379(N) 100 48 08.24700(W)   ADJUSTED
 MM0422* NAVD 88 ORTHO HEIGHT -   858.6   (meters)     2817.    (feet) VERTCON
 MM0422  ______________________________________________________________________
 MM0422  GEOID HEIGHT    -        -22.202 (meters)                     GEOID18
 MM0422  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 MM0422  HORZ ORDER      -  SECOND
 MM0422
 MM0422.The horizontal coordinates were established by classical geodetic methods
 MM0422.and adjusted by the National Geodetic Survey in August 1997.
 MM0422
 MM0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0422
 MM0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0422.GEOID18 height accuracy estimate available here.
 MM0422
 MM0422.Click photographs - Photos may exist for this station.
 MM0422
 MM0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0422
 MM0422. The following values were computed from the NAD 83(1995) position.
 MM0422
 MM0422;                    North         East     Units Scale Factor Converg.
 MM0422;SPC NE       -   141,492.136   432,628.604   MT  0.99968293   -0 31 54.0
 MM0422;SPC NE       -   464,212.12  1,419,382.34   sFT  0.99968293   -0 31 54.0
 MM0422;UTM  14      - 4,551,969.790   348,661.771   MT  0.99988189   -1 11 06.4
 MM0422
 MM0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0422!SPC NE       -   0.99986883  x   0.99968293  =   0.99955180
 MM0422!UTM  14      -   0.99986883  x   0.99988189  =   0.99975073
 MM0422
 MM0422:                Primary Azimuth Mark                     Grid Az
 MM0422:SPC NE       -  80 17 AZ MK                              090 22 17.6
 MM0422:UTM  14      -  80 17 AZ MK                              091 01 30.0
 MM0422
 MM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4866151969(NAD 83)
 MM0422
 MM0422|---------------------------------------------------------------------|
 MM0422| PID    Reference Object                     Distance      Geod. Az  |
 MM0422|                                                           dddmmss.s |
 MM0422| MM0418 NORTH PLATTE RAD STA KODY MAST      APPROX. 5.3 KM 0222030.2 |
 MM0422| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX.10.5 KM 0250443.3 |
 MM0422| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.12.5 KM 0270629.6 |
 MM0422| MM0420 80 17 AZ MK                         APPROX. 0.9 KM 0895023.6 |
 MM0422| CN8474 80 17 RM 1                           18.867 METERS 09521     |
 MM0422| CN8475 80 17 RM 2                           13.000 METERS 26243     |
 MM0422|---------------------------------------------------------------------|
 MM0422
 MM0422                          SUPERSEDED SURVEY CONTROL
 MM0422
 MM0422  NAD 83(1986)-  41 06 17.72831(N)    100 48 08.25428(W) AD(       ) 2
 MM0422  NAD 27      -  41 06 17.73717(N)    100 48 06.73033(W) AD(       ) 2
 MM0422  NGVD 29 (07/19/86)  858.2    (m)         2816.     (f) VERT ANG       
 MM0422
 MM0422.Superseded values are not recommended for survey control.
 MM0422
 MM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0422.See file dsdata.pdf to determine how the superseded data were derived.
 MM0422
 MM0422_MARKER: DS = TRIANGULATION STATION DISK
 MM0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0422_STAMPING: 80-17 1960
 MM0422_MARK LOGO: NEDR
 MM0422_PROJECTION: RECESSED 15 CENTIMETERS
 MM0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0422+STABILITY: SURFACE MOTION
 MM0422
 MM0422  HISTORY     - Date     Condition        Report By
 MM0422  HISTORY     - 1960     MONUMENTED       NEDR
 MM0422
 MM0422                          STATION DESCRIPTION
 MM0422
 MM0422'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0422'THE STATION IS LOCATED 2.4 MILES SOUTH AND 1.9 MILES WEST
 MM0422'OF THE POST OFFICE AT NORTH PLATTE, IN SEC. 7, T13N, R30W.
 MM0422'
 MM0422'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0422'PROCEED 2.4 MILES SOUTH ALONG HIGHWAY 83 TO ASPHALT COUNTY
 MM0422'ROAD, TURN RIGHT (WEST) AND PROCEED 1.9 MILES TO STATION
 MM0422'ON THE RIGHT.
 MM0422'
 MM0422'THE STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0422'MARK DISK STAMPED 80-17 1960.  IT IS BURIED 0.5 FOOT BELOW
 MM0422'GROUND ELEVATION, 50.5 FEET NORTH OF THE CENTERLINE OF THE
 MM0422'ASPHALT COUNTY ROAD, 17.9 FEET NORTH OF POWER POLE, 5.3 FEET
 MM0422'NORTH OF THE NORTH R.O.W. FENCE.
 MM0422'
 MM0422'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0422'MARK DISK STAMPED 80-17 R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0422'GROUND ELEVATION, EAST OF STATION, 0.5 FOOT SOUTH OF THE
 MM0422'NORTH R.O.W. FENCE, AND 44.7 FEET NORTH OF THE CENTERLINE
 MM0422'OF THE ASPHALT COUNTY ROAD.
 MM0422'
 MM0422'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0422'MARK DISK STAMPED 80-17 R.M. 2.  IT PROJECTS 0.3 FOOT ABOVE
 MM0422'GROUND ELEVATION, WEST OF STATION, 0.5 FOOT NORTH OF THE NORTH
 MM0422'R.O.W. FENCE, AND 45.7 FEET NORTH OF THE CENTERLINE OF THE
 MM0422'ASPHALT COUNTY ROAD.
 MM0422'
 MM0422'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0422'STAMPED 80-17 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0422'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND ELEVATION, 55.2
 MM0422'FEET NORTH OF THE CENTERLINE OF ASPHALT COUNTY ROAD, 4.3 FEET
 MM0422'NORTH OF POWER POLE, 0.5 FEET EAST OF NORTH-SOUTH FENCE, 6.2
 MM0422'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0422'
 MM0422'TO REACH THE AZIMUTH MARK FROM STATION, PROCEED 0.55 MILE
 MM0422'EAST ALONG ASPHALT COUNTY ROAD TO MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0423 ***********************************************************************
 MM0423  DESIGNATION -  80 17 A
 MM0423  PID         -  MM0423
 MM0423  STATE/COUNTY-  NE/LINCOLN
 MM0423  COUNTRY     -  US
 MM0423  USGS QUAD   -  LAKE MALONEY (2017)
 MM0423
 MM0423                         *CURRENT SURVEY CONTROL
 MM0423  ______________________________________________________________________
 MM0423* NAD 83(1995) POSITION- 41 07 10.54057(N) 100 52 06.57214(W)   ADJUSTED
 MM0423* NAVD 88 ORTHO HEIGHT -   867.7   (meters)     2847.    (feet) VERTCON
 MM0423  ______________________________________________________________________
 MM0423  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 MM0423  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 MM0423  HORZ ORDER      -  SECOND
 MM0423
 MM0423.The horizontal coordinates were established by classical geodetic methods
 MM0423.and adjusted by the National Geodetic Survey in August 1997.
 MM0423
 MM0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0423
 MM0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0423.GEOID18 height accuracy estimate available here.
 MM0423
 MM0423.Click photographs - Photos may exist for this station.
 MM0423
 MM0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0423
 MM0423. The following values were computed from the NAD 83(1995) position.
 MM0423
 MM0423;                    North         East     Units Scale Factor Converg.
 MM0423;SPC NE       -   143,174.591   427,085.961   MT  0.99968118   -0 34 32.0
 MM0423;SPC NE       -   469,731.97  1,401,197.86   sFT  0.99968118   -0 34 32.0
 MM0423;UTM  14      - 4,553,715.715   343,137.515   MT  0.99990284   -1 13 44.5
 MM0423
 MM0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0423!SPC NE       -   0.99986739  x   0.99968118  =   0.99954861
 MM0423!UTM  14      -   0.99986739  x   0.99990284  =   0.99977024
 MM0423
 MM0423:                Primary Azimuth Mark                     Grid Az
 MM0423:SPC NE       -  80 17                                    106 53 08.5
 MM0423:UTM  14      -  80 17                                    107 32 21.0
 MM0423
 MM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4313753715(NAD 83)
 MM0423
 MM0423|---------------------------------------------------------------------|
 MM0423| PID    Reference Object                     Distance      Geod. Az  |
 MM0423|                                                           dddmmss.s |
 MM0423| MM0424 80 17A RESET                        383.799 METERS 00200     |
 MM0423| MM0422 80 17                               APPROX. 5.8 KM 1061836.5 |
 MM0423|---------------------------------------------------------------------|
 MM0423
 MM0423                          SUPERSEDED SURVEY CONTROL
 MM0423
 MM0423  NAD 83(1986)-  41 07 10.54543(N)    100 52 06.57932(W) AD(       ) 2
 MM0423  NAD 27      -  41 07 10.56423(N)    100 52 05.04325(W) AD(       ) 2
 MM0423  NGVD 29 (07/19/86)  867.3    (m)         2845.     (f) VERT ANG       
 MM0423
 MM0423.Superseded values are not recommended for survey control.
 MM0423
 MM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0423.See file dsdata.pdf to determine how the superseded data were derived.
 MM0423
 MM0423_MARKER: DS = TRIANGULATION STATION DISK
 MM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0423_STAMPING: 80-17A 1962
 MM0423_MARK LOGO: NEDR
 MM0423_PROJECTION: FLUSH
 MM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0423+STABILITY: SURFACE MOTION
 MM0423
 MM0423  HISTORY     - Date     Condition        Report By
 MM0423  HISTORY     - 1962     MONUMENTED       NEDR
 MM0423
 MM0423                          STATION DESCRIPTION
 MM0423
 MM0423'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GLC)
 MM0423'THE STATION IS LOCATED ABOUT 1.8 MILE SOUTH AND 5.6 MILES
 MM0423'WEST OF THE POST OFFICE IN NORTH PLATTE IN THE SOUTHEAST
 MM0423'CORNER OF THE S.E. 1/4 OF SECTION 4, T13N R31W.
 MM0423'
 MM0423'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 MM0423'PROCEED SOUTH ON HIGHWAY 83 FOR 1.8 MILE TO THE FIRST COUNTY
 MM0423'ROAD SOUTH OF THE SOUTH PLATTE RIVER BRIDGE GOING WEST.  CONTINUE
 MM0423'WEST ON THE COUNTY ROAD FOR 5.6 MILES TO A COUNTY ROAD JUNCTION,
 MM0423'TURN RIGHT (NORTH) AND PROCEED FOR 200 FEET TO THE STATION
 MM0423'MARK ON THE LEFT.
 MM0423'
 MM0423'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'TRIANGULATION DISK STAMPED 80-17A, 1962, SET FLUSH WITH THE
 MM0423'GROUND.  IT IS 3.7 FEET EAST OF A NORTH-SOUTH FENCE, 36.7
 MM0423'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH COUNTY ROAD AND
 MM0423'3.3 FEET EAST OF A WITNESS POST.
 MM0423'
 MM0423'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'REFERENCE MARK DISK STAMPED 80-17A, R.M. 1 AND PROJECTS 0.3
 MM0423'OF A FOOT ABOVE THE GROUND.  IT IS 36 FEET WEST OF THE CENTERLINE
 MM0423'OF A COUNTY ROAD, 1.5 FEET EAST OF THE WEST R.O.W. FENCE,
 MM0423'45.7 FEET SOUTH OF A RAIL-ROAD TIE USED FOR SOUTH GATE POST.
 MM0423'
 MM0423'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'REFERENCE MARK DISK STAMPED 80-17A R.M. 2 AND PROJECTS 0.25
 MM0423'FEET ABOVE THE GROUND.  IT IS 43 FEET WEST OF THE CENTERLINE OF
 MM0423'A COUNTY ROAD, 2.1 FEET EAST OF THE WEST R.O.W. FENCE, 57.6
 MM0423'FEET NORTH OF A RAILROAD TIE CORNER FENCE POST AND 59.6 FEET
 MM0423'NORTH OF A POWER POLE.
 MM0423'
 MM0423'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'AZIMUTH MARK DISK STAMPED 80-17, 1962 SET FLUSH WITH THE GROUND
 MM0423'IN A 6 INCH CONCRETE POST.  IT IS SET 22 FEET EAST OF A FIELD
 MM0423'ENTRANCE, 13 FEET EAST OF THE EAST GATE POST, 33 FEET NORTH
 MM0423'OF THE CENTERLINE OF AN EAST-WEST COUNTY ROAD AND 1.4 FEET
 MM0423'SOUTH OF A WITNESS POST.
 MM0423'
 MM0423'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON
 MM0423'COUNTY ROAD FOR 200 FEET TO A COUNTY ROAD INTERSECTION, THENCE
 MM0423'WEST FOR 0.5 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MM0423'
 MM0423'THE STATION MARKER AND REFERENCE MARKERS HAVE BEEN DESTROYED
 MM0423'BY INTERSTATE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0421 ***********************************************************************
 MM0421  DESIGNATION -  80 17 A AZ MK
 MM0421  PID         -  MM0421
 MM0421  STATE/COUNTY-  NE/LINCOLN
 MM0421  COUNTRY     -  US
 MM0421  USGS QUAD   -  LAKE MALONEY (2017)
 MM0421
 MM0421                         *CURRENT SURVEY CONTROL
 MM0421  ______________________________________________________________________
 MM0421* NAD 83(1995) POSITION- 41 07 09.07501(N) 100 51 27.70777(W)   ADJUSTED
 MM0421* NAVD 88 ORTHO HEIGHT -   867.    (meters)     2844.    (feet) SCALED
 MM0421  ______________________________________________________________________
 MM0421  GEOID HEIGHT    -        -22.123 (meters)                     GEOID18
 MM0421  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 MM0421  HORZ ORDER      -  SECOND
 MM0421
 MM0421.The horizontal coordinates were established by classical geodetic methods
 MM0421.and adjusted by the National Geodetic Survey in August 1997.
 MM0421
 MM0421.The orthometric height was scaled from a topographic map.
 MM0421
 MM0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0421.GEOID18 height accuracy estimate available here.
 MM0421
 MM0421.Click photographs - Photos may exist for this station.
 MM0421
 MM0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0421
 MM0421. The following values were computed from the NAD 83(1995) position.
 MM0421
 MM0421;                    North         East     Units Scale Factor Converg.
 MM0421;SPC NE       -   143,120.349   427,991.830   MT  0.99968123   -0 34 06.2
 MM0421;SPC NE       -   469,554.01  1,404,169.86   sFT  0.99968123   -0 34 06.2
 MM0421;UTM  14      - 4,553,651.131   344,042.905   MT  0.99989935   -1 13 18.9
 MM0421
 MM0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0421!SPC NE       -   0.99986743  x   0.99968123  =   0.99954871
 MM0421!UTM  14      -   0.99986743  x   0.99989935  =   0.99976680
 MM0421
 MM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4404253651(NAD 83)
 MM0421
 MM0421                          SUPERSEDED SURVEY CONTROL
 MM0421
 MM0421  NAD 83(1986)-  41 07 09.07978(N)    100 51 27.71489(W) AD(       ) 2
 MM0421  NAD 27      -  41 07 09.09752(N)    100 51 26.18015(W) AD(       ) 2
 MM0421
 MM0421.Superseded values are not recommended for survey control.
 MM0421
 MM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0421.See file dsdata.pdf to determine how the superseded data were derived.
 MM0421
 MM0421_MARKER: DZ = AZIMUTH MARK DISK
 MM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0421_STAMPING: 80-17A RESET 1962
 MM0421_MARK LOGO: NEDR
 MM0421_PROJECTION: FLUSH
 MM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0421+STABILITY: SURFACE MOTION
 MM0421
 MM0421  HISTORY     - Date     Condition        Report By
 MM0421  HISTORY     - 1962     MONUMENTED       NEDR
 MM0421
 MM0421                          STATION DESCRIPTION
 MM0421
 MM0421'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GLC)
 MM0421'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0421'MARK DISK STAMPED 80-17A RESET 1962 SET FLUSH WITH THE GROUND
 MM0421'ON THE NORTH SIDE OF COUNTY ROAD, 3 FEET WEST OF POWER POLE AND
 MM0421'2 FEET WEST OF WITNESS POST.
 MM0421'
 MM0421'TO REACH THE AZIMUTH MARK FROM STATION 80-17A RESET NEDR, PROCEED
 MM0421'SOUTH ON COUNTY ROAD FOR 0.25 MILE TO COUNTY ROAD JUNCTION, TURN
 MM0421'LEFT (EAST) AND PROCEED FOR 0.6 MILE ON COUNTY ROAD TO MARK
 MM0421'ON THE NORTH SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0420 ***********************************************************************
 MM0420  DESIGNATION -  80 17 AZ MK
 MM0420  PID         -  MM0420
 MM0420  STATE/COUNTY-  NE/LINCOLN
 MM0420  COUNTRY     -  US
 MM0420  USGS QUAD   -  LAKE MALONEY (2017)
 MM0420
 MM0420                         *CURRENT SURVEY CONTROL
 MM0420  ______________________________________________________________________
 MM0420* NAD 83(1995) POSITION- 41 06 17.80074(N) 100 47 31.05564(W)   ADJUSTED
 MM0420* NAVD 88 ORTHO HEIGHT -   857.    (meters)     2812.    (feet) VERTCON
 MM0420  ______________________________________________________________________
 MM0420  GEOID HEIGHT    -        -22.213 (meters)                     GEOID18
 MM0420  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 MM0420  HORZ ORDER      -  SECOND
 MM0420
 MM0420.The horizontal coordinates were established by classical geodetic methods
 MM0420.and adjusted by the National Geodetic Survey in August 1997.
 MM0420
 MM0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0420
 MM0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0420.GEOID18 height accuracy estimate available here.
 MM0420
 MM0420.Click photographs - Photos may exist for this station.
 MM0420
 MM0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0420
 MM0420. The following values were computed from the NAD 83(1995) position.
 MM0420
 MM0420;                    North         East     Units Scale Factor Converg.
 MM0420;SPC NE       -   141,486.511   433,496.129   MT  0.99968293   -0 31 29.4
 MM0420;SPC NE       -   464,193.66  1,422,228.55   sFT  0.99968293   -0 31 29.4
 MM0420;UTM  14      - 4,551,954.268   349,529.347   MT  0.99987866   -1 10 42.0
 MM0420
 MM0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0420!SPC NE       -   0.99986902  x   0.99968293  =   0.99955199
 MM0420!UTM  14      -   0.99986902  x   0.99987866  =   0.99974769
 MM0420
 MM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4952951954(NAD 83)
 MM0420
 MM0420                          SUPERSEDED SURVEY CONTROL
 MM0420
 MM0420  NAD 83(1986)-  41 06 17.80529(N)    100 47 31.06287(W) AD(       ) 2
 MM0420  NAD 27      -  41 06 17.81376(N)    100 47 29.54016(W) AD(       ) 2
 MM0420  NGVD 29 (07/19/86)  857.     (m)         2812.     (f) VERT ANG       
 MM0420
 MM0420.Superseded values are not recommended for survey control.
 MM0420
 MM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0420.See file dsdata.pdf to determine how the superseded data were derived.
 MM0420
 MM0420_MARKER: DZ = AZIMUTH MARK DISK
 MM0420_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0420_STAMPING: 80-17 1960
 MM0420_MARK LOGO: NEDR
 MM0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0420
 MM0420  HISTORY     - Date     Condition        Report By
 MM0420  HISTORY     - 1960     MONUMENTED       NEDR
 MM0420
 MM0420                          STATION DESCRIPTION
 MM0420
 MM0420'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0420'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0420'STAMPED 80-17 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0420'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND ELEVATION, 55.2
 MM0420'FEET NORTH OF THE CENTERLINE OF ASPHALT COUNTY ROAD, 4.3 FEET
 MM0420'NORTH OF POWER POLE, 0.5 FEET EAST OF NORTH-SOUTH FENCE, 6.2
 MM0420'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0420'
 MM0420'TO REACH THE AZIMUTH MARK FROM STATION 80-17 NEDR, PROCEED 0.55 MILE
 MM0420'EAST ALONG ASPHALT COUNTY ROAD TO MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0433 ***********************************************************************
 MM0433  DESIGNATION -  80 17 B
 MM0433  PID         -  MM0433
 MM0433  STATE/COUNTY-  NE/LINCOLN
 MM0433  COUNTRY     -  US
 MM0433  USGS QUAD   -  HERSHEY EAST (2017)
 MM0433
 MM0433                         *CURRENT SURVEY CONTROL
 MM0433  ______________________________________________________________________
 MM0433* NAD 83(1995) POSITION- 41 08 02.03120(N) 100 55 32.71189(W)   ADJUSTED
 MM0433* NAVD 88 ORTHO HEIGHT -   874.5   (meters)     2869.    (feet) VERTCON
 MM0433  ______________________________________________________________________
 MM0433  GEOID HEIGHT    -        -22.052 (meters)                     GEOID18
 MM0433  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 MM0433  HORZ ORDER      -  SECOND
 MM0433
 MM0433.The horizontal coordinates were established by classical geodetic methods
 MM0433.and adjusted by the National Geodetic Survey in August 1997.
 MM0433
 MM0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0433
 MM0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0433.GEOID18 height accuracy estimate available here.
 MM0433
 MM0433.Click photographs - Photos may exist for this station.
 MM0433
 MM0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0433
 MM0433. The following values were computed from the NAD 83(1995) position.
 MM0433
 MM0433;                    North         East     Units Scale Factor Converg.
 MM0433;SPC NE       -   144,812.308   422,295.806   MT  0.99967954   -0 36 48.6
 MM0433;SPC NE       -   475,105.05  1,385,482.16   sFT  0.99967954   -0 36 48.6
 MM0433;UTM  14      - 4,555,408.355   338,365.245   MT  0.99992155   -1 16 01.5
 MM0433
 MM0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0433!SPC NE       -   0.99986631  x   0.99967954  =   0.99954589
 MM0433!UTM  14      -   0.99986631  x   0.99992155  =   0.99978787
 MM0433
 MM0433:                Primary Azimuth Mark                     Grid Az
 MM0433:SPC NE       -  80 17 B AZ MK                            271 19 53.2
 MM0433:UTM  14      -  80 17 B AZ MK                            271 59 06.1
 MM0433
 MM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3836555408(NAD 83)
 MM0433
 MM0433|---------------------------------------------------------------------|
 MM0433| PID    Reference Object                     Distance      Geod. Az  |
 MM0433|                                                           dddmmss.s |
 MM0433| CN8479 80 17B RM 2                          20.891 METERS 09312     |
 MM0433| MM0431 80 17 B AZ MK                       APPROX. 0.8 KM 2704304.6 |
 MM0433| CN8478 80 17B RM 1                          18.623 METERS 35300     |
 MM0433|---------------------------------------------------------------------|
 MM0433
 MM0433                          SUPERSEDED SURVEY CONTROL
 MM0433
 MM0433  NAD 83(1986)-  41 08 02.03619(N)    100 55 32.71880(W) AD(       ) 2
 MM0433  NAD 27      -  41 08 02.06004(N)    100 55 31.17313(W) AD(       ) 2
 MM0433  NGVD 29 (07/19/86)  874.1    (m)         2868.     (f) VERT ANG       
 MM0433
 MM0433.Superseded values are not recommended for survey control.
 MM0433
 MM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0433.See file dsdata.pdf to determine how the superseded data were derived.
 MM0433
 MM0433_MARKER: DS = TRIANGULATION STATION DISK
 MM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0433_STAMPING: 80-17B 1962
 MM0433_MARK LOGO: NEDR
 MM0433_PROJECTION: RECESSED 30 CENTIMETERS
 MM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0433+STABILITY: SURFACE MOTION
 MM0433
 MM0433  HISTORY     - Date     Condition        Report By
 MM0433  HISTORY     - 1962     MONUMENTED       NEDR
 MM0433
 MM0433                          STATION DESCRIPTION
 MM0433
 MM0433'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0433'STATION IS LOCATED ABOUT 1.8 MILE SOUTH AND 4 MILES EAST OF
 MM0433'THE POST OFFICE AT HERSHEY IN THE SW CORNER OF THE SW 1/4
 MM0433'OF SECTION 31, T14N, R31W.
 MM0433'
 MM0433'TO REACH THE STATION FROM THE POST OFFICE IN HERSHEY, PROCEED
 MM0433'SOUTH ALONG PAVED COUNTY ROAD FOR 1.8 MILE TO COUNTY ROAD
 MM0433'JUNCTION, TURN LEFT (EAST) AND PROCEED FOR FOUR MILES TO
 MM0433'WHERE THE COUNTY ROAD TURNS RIGHT (SOUTH).  THE STATION IS
 MM0433'IN THE NORTHEAST CORNER OF THIS TURN.
 MM0433'
 MM0433'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0433'DISK STAMPED 80-17B 1962 AND IS BURIED 1.0 FOOT BELOW THE
 MM0433'GROUND.  IT IS 17.7 FEET WEST OF CORNER FENCE POST OF FENCE
 MM0433'GOING EAST, 28.55 FEET SOUTH-SOUTHEAST OF CORNER FENCE POST
 MM0433'OF FENCE GOING WEST AND NORTH, 17.3 FEET WEST OF STEEL WITNESS
 MM0433'POST, 8.5 FEET NORTH OF CENTERLINE OF FIELD ENTRANCE ROAD,
 MM0433'8.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH COUNTY ROAD,
 MM0433'AND 2.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST COUNTY ROAD.
 MM0433'
 MM0433'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0433'REFERENCE MARK DISK STAMPED 80-17B R.M. 1 WHICH PROJECTS 0.3
 MM0433'FEET ABOVE THE GROUND.  IT IS 1.05 FEET EAST OF THE NORTH-SOUTH
 MM0433'FENCE, 33.7 FEET NORTH OF RAILROAD TIE CORNER POST AND 64.4
 MM0433'FEET NORTH OF THE CENTERLINE OF EAST-WEST COUNTY ROAD.
 MM0433'
 MM0433'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0433'REFERENCE MARK DISK STAMPED 80-17B R.M. 2 AND PROJECTS 0.45 FEET
 MM0433'ABOVE GROUND.  IT IS 0.6 FOOT SOUTH OF EAST-WEST FENCE, 77.4
 MM0433'FEET EAST OF CENTERLINE OF NORTH-SOUTH COUNTY ROAD AND 51.9
 MM0433'FEET EAST OF WITNESS POST.
 MM0433'
 MM0433'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0433'AZIMUTH MARK DISK STAMPED 80-17B 1962 SET IN THE TOP OF A
 MM0433'6-INCH CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0433'IT IS 29.3 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MM0433'1.2 FEET SOUTH OF EAST-WEST FENCE LINE, 1.0 FOOT SOUTH OF WITNESS
 MM0433'POST AND 3.2 FEET EAST-SOUTHEAST TO THE ONLY LARGE RAILROAD
 MM0433'TIE FENCE POST.
 MM0433'
 MM0433'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.5 MILE
 MM0433'WEST ON EAST-WEST ROAD TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0431 ***********************************************************************
 MM0431  DESIGNATION -  80 17 B AZ MK
 MM0431  PID         -  MM0431
 MM0431  STATE/COUNTY-  NE/LINCOLN
 MM0431  COUNTRY     -  US
 MM0431  USGS QUAD   -  HERSHEY EAST (2017)
 MM0431
 MM0431                         *CURRENT SURVEY CONTROL
 MM0431  ______________________________________________________________________
 MM0431* NAD 83(1995) POSITION- 41 08 02.35705(N) 100 56 07.25749(W)   ADJUSTED
 MM0431* NAVD 88 ORTHO HEIGHT -   875.    (meters)     2871.    (feet) VERTCON
 MM0431  ______________________________________________________________________
 MM0431  GEOID HEIGHT    -        -22.044 (meters)                     GEOID18
 MM0431  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 MM0431  HORZ ORDER      -  SECOND
 MM0431
 MM0431.The horizontal coordinates were established by classical geodetic methods
 MM0431.and adjusted by the National Geodetic Survey in August 1997.
 MM0431
 MM0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0431
 MM0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0431.GEOID18 height accuracy estimate available here.
 MM0431
 MM0431.Click photographs - Photos may exist for this station.
 MM0431
 MM0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0431
 MM0431. The following values were computed from the NAD 83(1995) position.
 MM0431
 MM0431;                    North         East     Units Scale Factor Converg.
 MM0431;SPC NE       -   144,831.026   421,490.494   MT  0.99967953   -0 37 11.5
 MM0431;SPC NE       -   475,166.46  1,382,840.06   sFT  0.99967953   -0 37 11.5
 MM0431;UTM  14      - 4,555,436.264   337,560.004   MT  0.99992476   -1 16 24.2
 MM0431
 MM0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0431!SPC NE       -   0.99986617  x   0.99967953  =   0.99954574
 MM0431!UTM  14      -   0.99986617  x   0.99992476  =   0.99979094
 MM0431
 MM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3756055436(NAD 83)
 MM0431
 MM0431                          SUPERSEDED SURVEY CONTROL
 MM0431
 MM0431  NAD 83(1986)-  41 08 02.36203(N)    100 56 07.26446(W) AD(       ) 2
 MM0431  NAD 27      -  41 08 02.38646(N)    100 56 05.71757(W) AD(       ) 2
 MM0431  NGVD 29 (07/19/86)  875.     (m)         2871.     (f) VERT ANG       
 MM0431
 MM0431.Superseded values are not recommended for survey control.
 MM0431
 MM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0431.See file dsdata.pdf to determine how the superseded data were derived.
 MM0431
 MM0431_MARKER: DZ = AZIMUTH MARK DISK
 MM0431_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0431_STAMPING: 80-17B 1962
 MM0431_MARK LOGO: NEDR
 MM0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0431
 MM0431  HISTORY     - Date     Condition        Report By
 MM0431  HISTORY     - 1962     MONUMENTED       NEDR
 MM0431
 MM0431                          STATION DESCRIPTION
 MM0431
 MM0431'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0431'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0431'AZIMUTH MARK DISK STAMPED 80-17B 1962 SET IN THE TOP OF A
 MM0431'6-INCH CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0431'IT IS 29.3 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MM0431'1.2 FEET SOUTH OF EAST-WEST FENCE LINE, 1.0 FOOT SOUTH OF WITNESS
 MM0431'POST AND 3.2 FEET EAST-SOUTHEAST TO THE ONLY LARGE RAILROAD
 MM0431'TIE FENCE POST.
 MM0431'
 MM0431'TO REACH THE AZIMUTH MARK FROM STATION 80-17B NEDR, PROCEED 0.5 MILE
 MM0431'WEST ON EAST-WEST ROAD TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0424 ***********************************************************************
 MM0424  DESIGNATION -  80 17A RESET
 MM0424  PID         -  MM0424
 MM0424  STATE/COUNTY-  NE/LINCOLN
 MM0424  COUNTRY     -  US
 MM0424  USGS QUAD   -  LAKE MALONEY (2017)
 MM0424
 MM0424                         *CURRENT SURVEY CONTROL
 MM0424  ______________________________________________________________________
 MM0424* NAD 83(1995) POSITION- 41 07 22.97419(N) 100 52 05.99657(W)   ADJUSTED
 MM0424* NAVD 88 ORTHO HEIGHT -   867.4   (meters)     2846.    (feet) VERTCON
 MM0424  ______________________________________________________________________
 MM0424  GEOID HEIGHT    -        -22.110 (meters)                     GEOID18
 MM0424  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 MM0424  HORZ ORDER      -  SECOND
 MM0424
 MM0424.The horizontal coordinates were established by classical geodetic methods
 MM0424.and adjusted by the National Geodetic Survey in August 1997.
 MM0424
 MM0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0424
 MM0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0424.GEOID18 height accuracy estimate available here.
 MM0424
 MM0424.Click photographs - Photos may exist for this station.
 MM0424
 MM0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0424
 MM0424. The following values were computed from the NAD 83(1995) position.
 MM0424
 MM0424;                    North         East     Units Scale Factor Converg.
 MM0424;SPC NE       -   143,557.879   427,103.235   MT  0.99968078   -0 34 31.6
 MM0424;SPC NE       -   470,989.47  1,401,254.53   sFT  0.99968078   -0 34 31.6
 MM0424;UTM  14      - 4,554,098.866   343,159.164   MT  0.99990276   -1 13 44.4
 MM0424
 MM0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0424!SPC NE       -   0.99986743  x   0.99968078  =   0.99954825
 MM0424!UTM  14      -   0.99986743  x   0.99990276  =   0.99977020
 MM0424
 MM0424:                Primary Azimuth Mark                     Grid Az
 MM0424:SPC NE       -  80 17 A AZ MK                            116 12 53.7
 MM0424:UTM  14      -  80 17 A AZ MK                            116 52 06.5
 MM0424
 MM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4315954098(NAD 83)
 MM0424
 MM0424|---------------------------------------------------------------------|
 MM0424| PID    Reference Object                     Distance      Geod. Az  |
 MM0424|                                                           dddmmss.s |
 MM0424| CN8476 80 17A RESET RM 1                                  11023     |
 MM0424| MM0421 80 17 A AZ MK                       APPROX. 1.0 KM 1153822.1 |
 MM0424| MM0423 80 17 A                             383.799 METERS 18200     |
 MM0424| CN8477 80 17A RESET RM 2                                  26017     |
 MM0424|---------------------------------------------------------------------|
 MM0424
 MM0424                          SUPERSEDED SURVEY CONTROL
 MM0424
 MM0424  NAD 83(1986)-  41 07 22.97902(N)    100 52 06.00373(W) AD(       ) 2
 MM0424  NAD 27      -  41 07 22.99806(N)    100 52 04.46694(W) AD(       ) 2
 MM0424  NGVD 29 (07/19/86)  867.0    (m)         2844.     (f) VERT ANG       
 MM0424
 MM0424.Superseded values are not recommended for survey control.
 MM0424
 MM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0424.See file dsdata.pdf to determine how the superseded data were derived.
 MM0424
 MM0424_MARKER: DS = TRIANGULATION STATION DISK
 MM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0424_STAMPING: 80-17A RESET 1962
 MM0424_MARK LOGO: NEDR
 MM0424_PROJECTION: RECESSED 30 CENTIMETERS
 MM0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0424+STABILITY: SURFACE MOTION
 MM0424
 MM0424  HISTORY     - Date     Condition        Report By
 MM0424  HISTORY     - 1962     MONUMENTED       NEDR
 MM0424
 MM0424                          STATION DESCRIPTION
 MM0424
 MM0424'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0424'STATION IS LOCATED ABOUT 1.55 MILES SOUTH AND 5.6 MILES WEST
 MM0424'OF THE POST OFFICE AT NORTH PLATTE, SET IN A NORTH-SOUTH
 MM0424'COUNTY ROAD BETWEEN SECTIONS 3 AND 4, T13N, R31W.
 MM0424'
 MM0424'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0424'PROCEED SOUTH ON HIGHWAY NO. 83 FOR 1.8 MILE TO THE FIRST
 MM0424'COUNTY ROAD GOING WEST, SOUTH OF THE SOUTH PLATTE RIVER
 MM0424'BRIDGE, TURN RIGHT (WEST) AND PROCEED ON COUNTY ROAD FOR 5.6
 MM0424'MILES TO COUNTY ROAD JUNCTION, TURN RIGHT (NORTH) AND PROCEED
 MM0424'FOR 0.25 MILE TO STATION.
 MM0424'
 MM0424'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0424'TRIANGULATION DISK STAMPED 80-17A, RESET, 1962 WHICH IS BURRIED
 MM0424'1.0 FOOT BELOW THE GROUND, 24.3 FEET WEST OF A WITNESS POST,
 MM0424'8.1 FEET WEST OF EAST SHOULDER OF ROAD, 27.05 FEET WEST OF
 MM0424'R.M. 1 AND 41.6 FEET EAST OF R.M. 2.
 MM0424'
 MM0424'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0424'REFERENCE MARK DISK STAMPED 80-17A RESET R.M. 1 WHICH PROTRUDES
 MM0424'0.1 FOOT ABOVE GROUND AND IS ON THE EAST BANK OF DITCH ON THE
 MM0424'EAST SIDE OF ROAD, 31 FEET EAST OF THE CENTERLINE OF ROAD,
 MM0424'27.05 FEET EAST-SOUTHEAST OF STATION.
 MM0424'
 MM0424'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0424'REFERENCE MARK DISK STAMPED 80-17A RESET R.M. 2 WHICH PROTRUDES
 MM0424'0.2 FOOT ABOVE GROUND AND IS ON THE WEST BANK OF DITCH ON THE
 MM0424'WEST SIDE OF ROAD, 41.6 FEET WEST OF STATION, 35 FEET WEST
 MM0424'OF THE CENTERLINE OF ROAD, 1.0 FOOT NORTH OF FENCE POST.
 MM0424'
 MM0424'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0424'MARK DISK STAMPED 80-17A RESET 1962 SET FLUSH WITH THE GROUND
 MM0424'ON THE NORTH SIDE OF COUNTY ROAD, 3 FEET WEST OF POWER POLE AND
 MM0424'2 FEET WEST OF WITNESS POST.
 MM0424'
 MM0424'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH
 MM0424'ON COUNTY ROAD FOR 0.25 MILE TO COUNTY ROAD JUNCTION, TURN
 MM0424'LEFT (EAST) AND PROCEED FOR 0.6 MILE ON COUNTY ROAD TO MARK
 MM0424'ON THE NORTH SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0451 ***********************************************************************
 MM0451  DESIGNATION -  80 18
 MM0451  PID         -  MM0451
 MM0451  STATE/COUNTY-  NE/LINCOLN
 MM0451  COUNTRY     -  US
 MM0451  USGS QUAD   -  HERSHEY WEST (2017)
 MM0451
 MM0451                         *CURRENT SURVEY CONTROL
 MM0451  ______________________________________________________________________
 MM0451* NAD 83(1995) POSITION- 41 07 49.06389(N) 101 00 09.26699(W)   ADJUSTED
 MM0451* NAVD 88 ORTHO HEIGHT -   893.6   (meters)     2932.    (feet) VERTCON
 MM0451  ______________________________________________________________________
 MM0451  GEOID HEIGHT    -        -21.992 (meters)                     GEOID18
 MM0451  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 MM0451  HORZ ORDER      -  SECOND
 MM0451
 MM0451.The horizontal coordinates were established by classical geodetic methods
 MM0451.and adjusted by the National Geodetic Survey in August 1997.
 MM0451
 MM0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0451
 MM0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0451.GEOID18 height accuracy estimate available here.
 MM0451
 MM0451.Click photographs - Photos may exist for this station.
 MM0451
 MM0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0451
 MM0451. The following values were computed from the NAD 83(1995) position.
 MM0451
 MM0451;                    North         East     Units Scale Factor Converg.
 MM0451;SPC NE       -   144,484.342   415,843.397   MT  0.99967995   -0 39 51.9
 MM0451;SPC NE       -   474,029.05  1,364,312.88   sFT  0.99967995   -0 39 51.9
 MM0451;UTM  14      - 4,555,153.923   331,907.871   MT  0.99994775   -1 19 03.2
 MM0451
 MM0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0451!SPC NE       -   0.99986330  x   0.99967995  =   0.99954330
 MM0451!UTM  14      -   0.99986330  x   0.99994775  =   0.99981106
 MM0451
 MM0451:                Primary Azimuth Mark                     Grid Az
 MM0451:SPC NE       -  80 18 AZ MK                              007 26 41.6
 MM0451:UTM  14      -  80 18 AZ MK                              008 05 52.9
 MM0451
 MM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3190755153(NAD 83)
 MM0451
 MM0451|---------------------------------------------------------------------|
 MM0451| PID    Reference Object                     Distance      Geod. Az  |
 MM0451|                                                           dddmmss.s |
 MM0451| MM0430 80 18 AZ MK                         APPROX. 1.6 KM 0064649.7 |
 MM0451| CP7188 80 18 RM 1                           27.795 METERS 04752     |
 MM0451| CP7189 80 18 RM 2                           47.107 METERS 17757     |
 MM0451|---------------------------------------------------------------------|
 MM0451
 MM0451                          SUPERSEDED SURVEY CONTROL
 MM0451
 MM0451  NAD 83(1986)-  41 07 49.06884(N)    101 00 09.27367(W) AD(       ) 2
 MM0451  NAD 27      -  41 07 49.09526(N)    101 00 07.71855(W) AD(       ) 2
 MM0451  NGVD 29 (07/19/86)  893.2    (m)         2930.     (f) VERT ANG       
 MM0451
 MM0451.Superseded values are not recommended for survey control.
 MM0451
 MM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0451.See file dsdata.pdf to determine how the superseded data were derived.
 MM0451
 MM0451_MARKER: DS = TRIANGULATION STATION DISK
 MM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0451_STAMPING: 80-18 1962
 MM0451_MARK LOGO: NEDR
 MM0451_PROJECTION: FLUSH
 MM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0451+STABILITY: SURFACE MOTION
 MM0451
 MM0451  HISTORY     - Date     Condition        Report By
 MM0451  HISTORY     - 1962     MONUMENTED       NEDR
 MM0451
 MM0451                          STATION DESCRIPTION
 MM0451
 MM0451'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0451'STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE POST OFFICE
 MM0451'AT HERSHEY IN THE NE 1/4 OF SECTION 5, T13N, R32W.
 MM0451'
 MM0451'TO REACH THE STATION FROM THE POST OFFICE AT HERSHEY, PROCEED
 MM0451'SOUTH ON PAVED ROAD (COUNTY) TO OREGON TRAIL MONUMENT ON THE
 MM0451'WEST SIDE OF ROAD.
 MM0451'
 MM0451'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0451'TRIANGULATION DISK STAMPED 80-18, 1962 WHICH IS SET FLUSH WITH
 MM0451'THE TOP OF THE MONUMENT.  IT IS 36.4 FEET WEST OF THE CENTERLINE
 MM0451'OF THE PAVED ROAD, 8.0 FEET NORTH OF THE TELEPHONE POLE, 18.0
 MM0451'FEET NORTH OF SHELTER BELT.
 MM0451'
 MM0451'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0451'REFERENCE MARK DISK STAMPED 80-18, R.M. 1 SET IN THE TOP
 MM0451'OF A SIX-INCH CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE
 MM0451'GROUND.  IT IS SET IN A NORTH-SOUTH FENCE 91.21 FEET NORTHEAST
 MM0451'OF STATION, 29.8 FEET EAST OF PAVED COUNTY ROAD, 281.0 FEET
 MM0451'SOUTH OF THE CENTERLINE OF A FARM DRIVE.
 MM0451'
 MM0451'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0451'REFERENCE MARK DISK STAMPED 80-18, R.M. 2 SET IN THE TOP OF A
 MM0451'6-INCH CONCRETE POST, WHICH PROTRUDES 0.25 FOOT ABOVE THE GROUND.
 MM0451'IT IS 154.58 FEET SOUTH OF STATION, 7.1 FEET EAST OF TELEPHONE
 MM0451'POLE, 33.0 FEET WEST OF THE CENTERLINE OF PAVED COUNTY ROAD
 MM0451'AND 48.0 FEET NORTH OF THE CENTERLINE OF DRIVE TO ORCHARD.
 MM0451'
 MM0451'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0451'MARK DISK STAMPED 80-18, 1962 SET IN THE TOP OF A SIX-INCH CONCRETE
 MM0451'POST AND SET FLUSH WITH THE GROUND.  IT IS 22.0 FEET NORTH OF THE
 MM0451'CENTERLINE OF A COUNTY ROAD, 3.5 FEET SOUTH OF A WITNESS POST,
 MM0451'13.5 FEET EAST OF POWER POLE.
 MM0451'
 MM0451'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 MM0451'PAVED ROAD FOR 0.95 MILE, TURN RIGHT (EAST) FOR 0.1 MILE TO MARK
 MM0451'ON THE NORTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0430 ***********************************************************************
 MM0430  DESIGNATION -  80 18 AZ MK
 MM0430  PID         -  MM0430
 MM0430  STATE/COUNTY-  NE/LINCOLN
 MM0430  COUNTRY     -  US
 MM0430  USGS QUAD   -  HERSHEY WEST (2017)
 MM0430
 MM0430                         *CURRENT SURVEY CONTROL
 MM0430  ______________________________________________________________________
 MM0430* NAD 83(1995) POSITION- 41 08 39.25234(N) 101 00 01.37310(W)   ADJUSTED
 MM0430* NAVD 88 ORTHO HEIGHT -   888.    (meters)     2913.    (feet) VERTCON
 MM0430  ______________________________________________________________________
 MM0430  GEOID HEIGHT    -        -21.977 (meters)                     GEOID18
 MM0430  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 MM0430  HORZ ORDER      -  SECOND
 MM0430
 MM0430.The horizontal coordinates were established by classical geodetic methods
 MM0430.and adjusted by the National Geodetic Survey in August 1997.
 MM0430
 MM0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0430
 MM0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0430.GEOID18 height accuracy estimate available here.
 MM0430
 MM0430.Click photographs - Photos may exist for this station.
 MM0430
 MM0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0430
 MM0430. The following values were computed from the NAD 83(1995) position.
 MM0430
 MM0430;                    North         East     Units Scale Factor Converg.
 MM0430;SPC NE       -   146,029.875   416,045.358   MT  0.99967840   -0 39 46.6
 MM0430;SPC NE       -   479,099.68  1,364,975.48   sFT  0.99967840   -0 39 46.6
 MM0430;UTM  14      - 4,556,697.466   332,127.500   MT  0.99994684   -1 18 59.3
 MM0430
 MM0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0430!SPC NE       -   0.99986412  x   0.99967840  =   0.99954256
 MM0430!UTM  14      -   0.99986412  x   0.99994684  =   0.99981096
 MM0430
 MM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3212756697(NAD 83)
 MM0430
 MM0430                          SUPERSEDED SURVEY CONTROL
 MM0430
 MM0430  NAD 83(1986)-  41 08 39.25738(N)    101 00 01.37977(W) AD(       ) 2
 MM0430  NAD 27      -  41 08 39.28382(N)    100 59 59.82412(W) AD(       ) 2
 MM0430  NGVD 29 (07/19/86)  888.     (m)         2913.     (f) VERT ANG       
 MM0430
 MM0430.Superseded values are not recommended for survey control.
 MM0430
 MM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0430.See file dsdata.pdf to determine how the superseded data were derived.
 MM0430
 MM0430_MARKER: DZ = AZIMUTH MARK DISK
 MM0430_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0430_STAMPING: 80-18 1962
 MM0430_MARK LOGO: NEDR
 MM0430_PROJECTION: FLUSH
 MM0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0430
 MM0430  HISTORY     - Date     Condition        Report By
 MM0430  HISTORY     - 1962     MONUMENTED       NEDR
 MM0430
 MM0430                          STATION DESCRIPTION
 MM0430
 MM0430'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0430'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0430'AZIMUTH MARK DISK STAMPED 80-18, 1962 SET IN THE TOP OF A
 MM0430'SIX-INCH CONCRETE POST AND SET FLUSH WITH THE GROUND.  IT
 MM0430'IS 22.0 FEET NORTH OF THE CENTERLINE OF A COUNTY ROAD, 3.5
 MM0430'FEET SOUTH OF A WITNESS POST, 13.5 FEET EAST OF POWER POLE.
 MM0430'
 MM0430'TO REACH STATION 80 18 FROM THE POST OFFICE AT HERSHEY, PROCEED
 MM0430'SOUTH ON PAVED ROAD (COUNTY) TO OREGON TRAIL MONUMENT ON THE
 MM0430'WEST SIDE OF ROAD.
 MM0430'
 MM0430'TO REACH THE AZIMUTH MARK FROM STATION 80 18, PROCEED NORTH ON
 MM0430'PAVED ROAD FOR 0.95 MILE, TURN RIGHT (EAST) FOR 0.1 MILE
 MM0430'TO MARK ON THE NORTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0454 ***********************************************************************
 MM0454  DESIGNATION -  80 18 B AZ MK
 MM0454  PID         -  MM0454
 MM0454  STATE/COUNTY-  NE/LINCOLN
 MM0454  COUNTRY     -  US
 MM0454  USGS QUAD   -  HERSHEY WEST (2017)
 MM0454
 MM0454                         *CURRENT SURVEY CONTROL
 MM0454  ______________________________________________________________________
 MM0454* NAD 83(1995) POSITION- 41 08 18.80673(N) 101 04 29.57871(W)   ADJUSTED
 MM0454* NAVD 88 ORTHO HEIGHT -   897.    (meters)     2943.    (feet) VERTCON
 MM0454  ______________________________________________________________________
 MM0454  GEOID HEIGHT    -        -21.927 (meters)                     GEOID18
 MM0454  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 MM0454  HORZ ORDER      -  SECOND
 MM0454
 MM0454.The horizontal coordinates were established by classical geodetic methods
 MM0454.and adjusted by the National Geodetic Survey in August 1997.
 MM0454
 MM0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0454
 MM0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0454.GEOID18 height accuracy estimate available here.
 MM0454
 MM0454.Click photographs - Photos may exist for this station.
 MM0454
 MM0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0454
 MM0454. The following values were computed from the NAD 83(1995) position.
 MM0454
 MM0454;                    North         East     Units Scale Factor Converg.
 MM0454;SPC NE       -   145,474.436   409,785.463   MT  0.99967902   -0 42 44.4
 MM0454;SPC NE       -   477,277.38  1,344,437.81   sFT  0.99967902   -0 42 44.4
 MM0454;UTM  14      - 4,556,213.301   325,859.917   MT  0.99997323   -1 21 55.3
 MM0454
 MM0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0454!SPC NE       -   0.99986270  x   0.99967902  =   0.99954176
 MM0454!UTM  14      -   0.99986270  x   0.99997323  =   0.99983593
 MM0454
 MM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2585956213(NAD 83)
 MM0454
 MM0454                          SUPERSEDED SURVEY CONTROL
 MM0454
 MM0454  NAD 83(1986)-  41 08 18.81136(N)    101 04 29.58543(W) AD(       ) 2
 MM0454  NAD 27      -  41 08 18.83534(N)    101 04 28.02059(W) AD(       ) 2
 MM0454  NGVD 29 (07/19/86)  897.     (m)         2943.     (f) VERT ANG       
 MM0454
 MM0454.Superseded values are not recommended for survey control.
 MM0454
 MM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0454.See file dsdata.pdf to determine how the superseded data were derived.
 MM0454
 MM0454_MARKER: DZ = AZIMUTH MARK DISK
 MM0454_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0454_STAMPING: 80-18B 1962
 MM0454_MARK LOGO: NEDR
 MM0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0454
 MM0454  HISTORY     - Date     Condition        Report By
 MM0454  HISTORY     - 1962     MONUMENTED       NEDR
 MM0454
 MM0454                          STATION DESCRIPTION
 MM0454
 MM0454'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0454'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0454'MARK DISK, STAMPED 80-18B 1962, 1.0 FOOT EAST OF FENCE, 1.45
 MM0454'FEET NORTH OF WITNESS POST, 439.1 FEET SOUTH OF THE SOUTH
 MM0454'BANK OF IRRIGATION CANAL.
 MM0454'
 MM0454'TO REACH THE AZIMUTH MARK FROM STATION 80-18B NEDR, PROCEED NORTHEAST
 MM0454'0.2 MILE TO GATE IN NORTH-SOUTH FENCE, PROCEED THROUGH GATE
 MM0454'DUE EAST FOR 0.2 MILE TO A NORTH-SOUTH FENCE, TURN RIGHT (SOUTH)
 MM0454'FOR 200 FEET TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0453 ***********************************************************************
 MM0453  DESIGNATION -  80 18B
 MM0453  PID         -  MM0453
 MM0453  STATE/COUNTY-  NE/LINCOLN
 MM0453  COUNTRY     -  US
 MM0453  USGS QUAD   -  HERSHEY WEST (2017)
 MM0453
 MM0453                         *CURRENT SURVEY CONTROL
 MM0453  ______________________________________________________________________
 MM0453* NAD 83(1995) POSITION- 41 08 16.68019(N) 101 04 54.72016(W)   ADJUSTED
 MM0453* NAVD 88 ORTHO HEIGHT -   923.1   (meters)     3029.    (feet) VERTCON
 MM0453  ______________________________________________________________________
 MM0453  GEOID HEIGHT    -        -21.921 (meters)                     GEOID18
 MM0453  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 MM0453  HORZ ORDER      -  SECOND
 MM0453
 MM0453.The horizontal coordinates were established by classical geodetic methods
 MM0453.and adjusted by the National Geodetic Survey in August 1997.
 MM0453
 MM0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0453
 MM0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0453.GEOID18 height accuracy estimate available here.
 MM0453
 MM0453.Click photographs - Photos may exist for this station.
 MM0453
 MM0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0453
 MM0453. The following values were computed from the NAD 83(1995) position.
 MM0453
 MM0453;                    North         East     Units Scale Factor Converg.
 MM0453;SPC NE       -   145,416.171   409,198.531   MT  0.99967909   -0 43 01.0
 MM0453;SPC NE       -   477,086.22  1,342,512.18   sFT  0.99967909   -0 43 01.0
 MM0453;UTM  14      - 4,556,161.714   325,272.184   MT  0.99997575   -1 22 11.8
 MM0453
 MM0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0453!SPC NE       -   0.99985866  x   0.99967909  =   0.99953780
 MM0453!UTM  14      -   0.99985866  x   0.99997575  =   0.99983442
 MM0453
 MM0453:                Primary Azimuth Mark                     Grid Az
 MM0453:SPC NE       -  80 18 B AZ MK                            084 19 51.0
 MM0453:UTM  14      -  80 18 B AZ MK                            084 59 01.8
 MM0453
 MM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2527256161(NAD 83)
 MM0453
 MM0453|---------------------------------------------------------------------|
 MM0453| PID    Reference Object                     Distance      Geod. Az  |
 MM0453|                                                           dddmmss.s |
 MM0453| MM0454 80 18 B AZ MK                       APPROX. 0.6 KM 0833650.0 |
 MM0453| CP7190 80 18B RM 1                           8.083 METERS 14812     |
 MM0453| CP7191 80 18B RM 2                           8.769 METERS 30820     |
 MM0453|---------------------------------------------------------------------|
 MM0453
 MM0453                          SUPERSEDED SURVEY CONTROL
 MM0453
 MM0453  NAD 83(1986)-  41 08 16.68479(N)    101 04 54.72692(W) AD(       ) 2
 MM0453  NAD 27      -  41 08 16.70846(N)    101 04 53.16308(W) AD(       ) 2
 MM0453  NGVD 29 (07/19/86)  922.7    (m)         3027.     (f) VERT ANG       
 MM0453
 MM0453.Superseded values are not recommended for survey control.
 MM0453
 MM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0453.See file dsdata.pdf to determine how the superseded data were derived.
 MM0453
 MM0453_MARKER: DS = TRIANGULATION STATION DISK
 MM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0453_STAMPING: 80-18B 1962
 MM0453_MARK LOGO: NEDR
 MM0453_PROJECTION: FLUSH
 MM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0453+STABILITY: SURFACE MOTION
 MM0453
 MM0453  HISTORY     - Date     Condition        Report By
 MM0453  HISTORY     - 1962     MONUMENTED       NEDR
 MM0453
 MM0453                          STATION DESCRIPTION
 MM0453
 MM0453'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0453'STATION IS LOCATED ABOUT 1.5 MILE SOUTH AND 2.5 MILES EAST
 MM0453'OF THE RAILROAD DEPOT AT SUTHERLAND IN SE 1/4 OF SECTION 34,
 MM0453'T14N, R33W.
 MM0453'
 MM0453'TO REACH THE STATION FROM THE RAILROAD DEPOT AT SUTHERLAND,
 MM0453'PROCEED WEST 0.1 MILE TO HIGHWAY 25, TURN LEFT (SOUTH) ON THE
 MM0453'HIGHWAY 25 AND PROCEED FOR 1.5 MILE, TURN LEFT (EAST) AND FOLLOW
 MM0453'COUNTY ROAD FOR 0.6 MILE, TURN RIGHT (SOUTH) ON COUNTY ROAD FOR
 MM0453'ABOUT 500 FEET, TURN LEFT (EAST) AND FOLLOW FIELD DRIVE FOR 1.1
 MM0453'MILE, TURN LEFT (NORTH) AND PROCEED FOR 0.2 MILE TO GATE ON
 MM0453'THE EAST, TURN RIGHT (EAST) THROUGH GATE AND PROCEED NORTHEAST
 MM0453'FOR 0.2 MILE TO TRAIL, TURN EAST ONTO TRAIL AND PROCEED 0.65
 MM0453'MILE ALONG THE SOUTH SIDE OF A FENCE THENCE SOUTH EASTERLY
 MM0453'FOR 0.1 MILE TO THE STATION IN A PASTURE ON THE NORTH SLOPE
 MM0453'OF A HILL.
 MM0453'
 MM0453'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0453'DISK STAMPED 80-18B 1962 ON THE NORTH SLOPE OF A HILL AND SET
 MM0453'FLUSH WITH THE GROUND, 20.0 FEET NORTH OF STEEL WITNESS POST.
 MM0453'IT IS APPROXIMATELY 1200 FEET NORTH AND 750 FEET WEST OF THE
 MM0453'SOUTHEAST CORNER OF SECTION 34 T14N R33W.
 MM0453'
 MM0453'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0453'REFERENCE MARK DISK STAMPED 80-18B, R.M. 1 SET FLUSH WITH THE
 MM0453'GROUND, 26.53 FEET SOUTHEAST OF STATION.
 MM0453'
 MM0453'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0453'REFERENCE MARK DISK STAMPED 80-18B, R.M. 2 WHICH IS SET FLUSH
 MM0453'WITH THE GROUND, 28.8 FEET NORTHWEST OF THE STATION.
 MM0453'
 MM0453'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0453'MARK DISK, STAMPED 80-18B 1962, 1.0 FOOT EAST OF FENCE, 1.45
 MM0453'FEET NORTH OF WITNESS POST, 439.1 FEET SOUTH OF THE SOUTH
 MM0453'BANK OF IRRIGATION CANAL.
 MM0453'
 MM0453'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST
 MM0453'0.2 MILE TO GATE IN NORTH-SOUTH FENCE, PROCEED THROUGH GATE
 MM0453'DUE EAST FOR 0.2 MILE TO A NORTH-SOUTH FENCE, TURN RIGHT (SOUTH)
 MM0453'FOR 200 FEET TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0458 ***********************************************************************
 MM0458  DESIGNATION -  80 19
 MM0458  PID         -  MM0458
 MM0458  STATE/COUNTY-  NE/LINCOLN
 MM0458  COUNTRY     -  US
 MM0458  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0458
 MM0458                         *CURRENT SURVEY CONTROL
 MM0458  ______________________________________________________________________
 MM0458* NAD 83(1995) POSITION- 41 08 05.11143(N) 101 07 35.78462(W)   ADJUSTED
 MM0458* NAVD 88 ORTHO HEIGHT -   946.9   (meters)     3107.    (feet) VERTCON
 MM0458  ______________________________________________________________________
 MM0458  GEOID HEIGHT    -        -21.885 (meters)                     GEOID18
 MM0458  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 MM0458  HORZ ORDER      -  SECOND
 MM0458
 MM0458.The horizontal coordinates were established by classical geodetic methods
 MM0458.and adjusted by the National Geodetic Survey in August 1997.
 MM0458
 MM0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0458
 MM0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0458.GEOID18 height accuracy estimate available here.
 MM0458
 MM0458.Click photographs - Photos may exist for this station.
 MM0458
 MM0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0458
 MM0458. The following values were computed from the NAD 83(1995) position.
 MM0458
 MM0458;                    North         East     Units Scale Factor Converg.
 MM0458;SPC NE       -   145,107.390   405,439.035   MT  0.99967945   -0 44 47.8
 MM0458;SPC NE       -   476,073.16  1,330,177.90   sFT  0.99967945   -0 44 47.8
 MM0458;UTM  14      - 4,555,895.709   321,508.268   MT  0.99999212   -1 23 57.5
 MM0458
 MM0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0458!SPC NE       -   0.99985493  x   0.99967945  =   0.99953442
 MM0458!UTM  14      -   0.99985493  x   0.99999212  =   0.99984705
 MM0458
 MM0458:                Primary Azimuth Mark                     Grid Az
 MM0458:SPC NE       -  80 19 AZ MK                              090 39 16.4
 MM0458:UTM  14      -  80 19 AZ MK                              091 18 26.1
 MM0458
 MM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2150855895(NAD 83)
 MM0458
 MM0458|---------------------------------------------------------------------|
 MM0458| PID    Reference Object                     Distance      Geod. Az  |
 MM0458|                                                           dddmmss.s |
 MM0458| MM0452 80 19 AZ MK                         APPROX. 0.8 KM 0895428.6 |
 MM0458| CP7192 80 19 RM 1                            8.199 METERS 14320     |
 MM0458| CP7193 80 19 RM 2                           46.820 METERS 20843     |
 MM0458|---------------------------------------------------------------------|
 MM0458
 MM0458                          SUPERSEDED SURVEY CONTROL
 MM0458
 MM0458  NAD 83(1986)-  41 08 05.11580(N)    101 07 35.79139(W) AD(       ) 2
 MM0458  NAD 27      -  41 08 05.13856(N)    101 07 34.22092(W) AD(       ) 2
 MM0458  NGVD 29 (07/19/86)  946.5    (m)         3105.     (f) VERT ANG       
 MM0458
 MM0458.Superseded values are not recommended for survey control.
 MM0458
 MM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0458.See file dsdata.pdf to determine how the superseded data were derived.
 MM0458
 MM0458_MARKER: DS = TRIANGULATION STATION DISK
 MM0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0458_STAMPING: 80-19 1962
 MM0458_MARK LOGO: NEDR
 MM0458_PROJECTION: FLUSH
 MM0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0458+STABILITY: SURFACE MOTION
 MM0458
 MM0458  HISTORY     - Date     Condition        Report By
 MM0458  HISTORY     - 1962     MONUMENTED       NEDR
 MM0458  HISTORY     - 1985     GOOD             LOCSUR
 MM0458
 MM0458                          STATION DESCRIPTION
 MM0458
 MM0458'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0458'STATION IS LOCATED ABOUT 1.8 MILE SOUTH OF THE RAILROAD DEPOT
 MM0458'AT SUTHERLAND IN THE N.W. CORNER OF THE N.E. 1/4 OF SECTION 5,
 MM0458'T13N, R33W.
 MM0458'
 MM0458'TO REACH THE STATION FROM THE RAILROAD DEPOT AT SUTHERLAND,
 MM0458'PROCEED WEST FOR 0.1 MILE TO HIGHWAY 25, TURN LEFT (SOUTH),
 MM0458'FOLLOW ALONG HIGHWAY 25 FOR 1.5 MILE, TURN LEFT (EAST) AND
 MM0458'FOLLOW COUNTY ROAD FOR 0.4 MILE, TURN RIGHT (SOUTH) INTO FARM
 MM0458'DRIVE (HAUGLAND) AND PROCEED FOR 0.3 MILE INTO FARM YARD, PROCEED
 MM0458'WEST THROUGH FARM YARD AROUND THE SOUTH SIDE OF BARN ALONG
 MM0458'FENCE TO GATE, TURN RIGHT (NORTH) THROUGH GATE INTO PASTURE
 MM0458'AND CONTINUE NORTHWESTERLY FOR 0.35 MILE PARALLELING A
 MM0458'NORTHWEST-SOUTHEAST POWER LINE TO THE HIGHEST BLUFF AND THE
 MM0458'STATION WHERE THE BLUFF BREAKS AWAY TO THE NORTH.
 MM0458'
 MM0458'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0458'DISK STAMPED 80-19, 1962 AND IS SET FLUSH WITH THE GROUND, ON
 MM0458'TANGENT WITH NORTH-SOUTH OIL ROAD TO THE NORTH AT BASE OF BLUFF,
 MM0458'AND ABOUT 70 FEET EAST OF A NORTH-SOUTH POWER LINE.
 MM0458'
 MM0458'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0458'REFERENCE MARK DISK STAMPED 80-19, R.M. 1.  IT IS SET 0.2 FOOT
 MM0458'ABOVE THE GROUND LEVEL, 26.9 FEET SOUTHEAST FROM STATION ON THE
 MM0458'EDGE OF A HILL.
 MM0458'
 MM0458'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0458'REFERENCE MARK DISK STAMPED 80-19, R.M. 2 WHICH PROTRUDES 0.3
 MM0458'FOOT ABOVE THE GROUND, 153.6 FEET SOUTHWEST FROM STATION,
 MM0458'2.85 FEET NORTH OF WITNESS POST, 5.20 FEET NORTH OF POWER POLE.
 MM0458'
 MM0458'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0458'MARK STAMPED 80-19-1962 WHICH IS SET IN THE TOP OF A 6-INCH
 MM0458'ROUND CONCRETE POST APPROXIMATELY 0.5 MILES DUE EAST OF THE
 MM0458'STATION.  IT IS SET 0.4 FOOT ABOVE THE GROUND LEVEL, 2.75 FEET
 MM0458'SOUTH OF A WITNESS POST, 12.15 FEET SOUTHWEST OF CORNER POST
 MM0458'AND 44.0 FEET NORTHEAST OF CORNER TELEPHONE POLE ON THE NORTH
 MM0458'SIDE OF AN EAST-WEST COUNTY ROAD, WHERE THE COUNTY ROAD MAKES
 MM0458'A 90 DEGREE TURN TO THE SOUTH.  THE MARKER IS NEAR THE SECTION
 MM0458'CORNER COMMON TO SECTIONS 4 AND 5, T13N, R33W AND SECTIONS 32
 MM0458'AND 33, T14N, R33W.
 MM0458'
 MM0458'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO HAUGLANDS
 MM0458'FARM YARD, CONTINUE ON THE FARM DRIVE NORTH AND EAST FOR
 MM0458'APPROXIMATELY 0.3 MILE TO A JUNCTION WITH A COUNTY ROAD, AT THE
 MM0458'JUNCTION TURN RIGHT (EAST) AND PROCEED ON THE COUNTY ROAD FOR
 MM0458'APPROXIMATELY 0.2 MILE TO WHERE THE COUNTY ROAD TURNS SOUTH.
 MM0458'THE MARKER IS IN THE NORTHEAST CORNER OF THIS CURVE.
 MM0458
 MM0458                          STATION RECOVERY (1985)
 MM0458
 MM0458'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (DCA)
 MM0458'80-19 FOUND GOOD.
 MM0458'80-19 AZ FOUND GOOD.
 MM0458'RM NO. 1 AND NO. 2 FOUND GOOD.
 MM0458'SET WITNESS POST PER DESCRIPTION.
 MM0458'
 MM0458'DISTANCE AND DIRECTION FROM NEAREST TOWN--PER RECORD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0457 ***********************************************************************
 MM0457  DESIGNATION -  80 19 A AZ MK
 MM0457  PID         -  MM0457
 MM0457  STATE/COUNTY-  NE/LINCOLN
 MM0457  COUNTRY     -  US
 MM0457  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0457
 MM0457                         *CURRENT SURVEY CONTROL
 MM0457  ______________________________________________________________________
 MM0457* NAD 83(1995) POSITION- 41 08 31.85520(N) 101 12 21.29659(W)   ADJUSTED
 MM0457* NAVD 88 ORTHO HEIGHT -   913.    (meters)     2995.    (feet) VERTCON
 MM0457  ______________________________________________________________________
 MM0457  GEOID HEIGHT    -        -21.796 (meters)                     GEOID18
 MM0457  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 MM0457  HORZ ORDER      -  SECOND
 MM0457
 MM0457.The horizontal coordinates were established by classical geodetic methods
 MM0457.and adjusted by the National Geodetic Survey in August 1997.
 MM0457
 MM0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0457
 MM0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0457.GEOID18 height accuracy estimate available here.
 MM0457
 MM0457.Click photographs - Photos may exist for this station.
 MM0457
 MM0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0457
 MM0457. The following values were computed from the NAD 83(1995) position.
 MM0457
 MM0457;                    North         East     Units Scale Factor Converg.
 MM0457;SPC NE       -   146,021.859   398,794.220   MT  0.99967862   -0 47 57.0
 MM0457;SPC NE       -   479,073.38  1,308,377.37   sFT  0.99967862   -0 47 57.0
 MM0457;UTM  14      - 4,556,886.133   314,872.124   MT  1.00002182   -1 27 06.3
 MM0457
 MM0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0457!SPC NE       -   0.99986017  x   0.99967862  =   0.99953883
 MM0457!UTM  14      -   0.99986017  x   1.00002182  =   0.99988198
 MM0457
 MM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1487256886(NAD 83)
 MM0457
 MM0457                          SUPERSEDED SURVEY CONTROL
 MM0457
 MM0457  NAD 83(1986)-  41 08 31.85912(N)    101 12 21.30361(W) AD(       ) 2
 MM0457  NAD 27      -  41 08 31.88101(N)    101 12 19.72437(W) AD(       ) 2
 MM0457  NGVD 29 (07/19/86)  913.     (m)         2995.     (f) VERT ANG       
 MM0457
 MM0457.Superseded values are not recommended for survey control.
 MM0457
 MM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0457.See file dsdata.pdf to determine how the superseded data were derived.
 MM0457
 MM0457_MARKER: DZ = AZIMUTH MARK DISK
 MM0457_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0457_STAMPING: 80-19A 1962
 MM0457_MARK LOGO: NEDR
 MM0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0457
 MM0457  HISTORY     - Date     Condition        Report By
 MM0457  HISTORY     - 1962     MONUMENTED       NEDR
 MM0457
 MM0457                          STATION DESCRIPTION
 MM0457
 MM0457'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0457'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0457'MARK DISK STAMPED 80-19A, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0457'CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND.  IT
 MM0457'IS IN LINE WITH A ROW OF TREES TO THE SOUTH ON THE WEST SIDE
 MM0457'OF A GROVE AND ON TOP OF DIKE 1.5 FEET SOUTH OF WITNESS POST.
 MM0457'
 MM0457'TO REACH THE AZIMUTH MARK FROM STATION 80-19A NEDR, PROCEED NORTH FOR
 MM0457'0.1 MILE TO DIKE ALONG SOUTH BANK OF SOUTH PLATTE RIVER, TURN
 MM0457'RIGHT NORTHEAST AND PROCEED ALONG SOUTH BANK OF RIVER FOR 0.4
 MM0457'MILE TO THE MARKER ON TOP OF THE DIKE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0452 ***********************************************************************
 MM0452  DESIGNATION -  80 19 AZ MK
 MM0452  PID         -  MM0452
 MM0452  STATE/COUNTY-  NE/LINCOLN
 MM0452  COUNTRY     -  US
 MM0452  USGS QUAD   -  HERSHEY WEST (2017)
 MM0452
 MM0452                         *CURRENT SURVEY CONTROL
 MM0452  ______________________________________________________________________
 MM0452* NAD 83(1995) POSITION- 41 08 05.14976(N) 101 07 03.17377(W)   ADJUSTED
 MM0452* NAVD 88 ORTHO HEIGHT -   933.    (meters)     3061.    (feet) VERTCON
 MM0452  ______________________________________________________________________
 MM0452  GEOID HEIGHT    -        -21.893 (meters)                     GEOID18
 MM0452  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 MM0452  HORZ ORDER      -  SECOND
 MM0452
 MM0452.The horizontal coordinates were established by classical geodetic methods
 MM0452.and adjusted by the National Geodetic Survey in August 1997.
 MM0452
 MM0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0452
 MM0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0452.GEOID18 height accuracy estimate available here.
 MM0452
 MM0452.Click photographs - Photos may exist for this station.
 MM0452
 MM0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0452
 MM0452. The following values were computed from the NAD 83(1995) position.
 MM0452
 MM0452;                    North         East     Units Scale Factor Converg.
 MM0452;SPC NE       -   145,098.704   406,199.332   MT  0.99967945   -0 44 26.1
 MM0452;SPC NE       -   476,044.66  1,332,672.31   sFT  0.99967945   -0 44 26.1
 MM0452;UTM  14      - 4,555,878.357   322,268.653   MT  0.99998878   -1 23 36.1
 MM0452
 MM0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0452!SPC NE       -   0.99985704  x   0.99967945  =   0.99953654
 MM0452!UTM  14      -   0.99985704  x   0.99998878  =   0.99984583
 MM0452
 MM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2226855878(NAD 83)
 MM0452
 MM0452                          SUPERSEDED SURVEY CONTROL
 MM0452
 MM0452  NAD 83(1986)-  41 08 05.15418(N)    101 07 03.18049(W) AD(       ) 2
 MM0452  NAD 27      -  41 08 05.17704(N)    101 07 01.61109(W) AD(       ) 2
 MM0452  NGVD 29 (07/19/86)  933.     (m)         3061.     (f) VERT ANG       
 MM0452
 MM0452.Superseded values are not recommended for survey control.
 MM0452
 MM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0452.See file dsdata.pdf to determine how the superseded data were derived.
 MM0452
 MM0452_MARKER: DZ = AZIMUTH MARK DISK
 MM0452_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0452_STAMPING: 80-19 1962
 MM0452_MARK LOGO: NEDR
 MM0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0452
 MM0452  HISTORY     - Date     Condition        Report By
 MM0452  HISTORY     - 1962     MONUMENTED       NEDR
 MM0452
 MM0452                          STATION DESCRIPTION
 MM0452
 MM0452'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0452'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0452'MARK STAMPED 80-19-1962 WHICH IS SET IN THE TOP OF A 6-INCH
 MM0452'ROUND CONCRETE POST APPROXIMATELY 0.5 MILES DUE EAST OF THE
 MM0452'STATION.  IT IS SET 0.4 FOOT ABOVE THE GROUND LEVEL, 2.75 FEET
 MM0452'SOUTH OF A WITNESS POST, 12.15 FEET SOUTHWEST OF CORNER POST
 MM0452'AND 44.0 FEET NORTHEAST OF CORNER TELEPHONE POLE ON THE NORTH
 MM0452'SIDE OF AN EAST-WEST COUNTY ROAD, WHERE THE COUNTY ROAD MAKES
 MM0452'A 90 DEGREE TURN TO THE SOUTH.  THE MARKER IS NEAR THE SECTION
 MM0452'CORNER COMMON TO SECTIONS 4 AND 5, T13N, R33W AND SECTIONS 32
 MM0452'AND 33, T14N, R33W.
 MM0452'
 MM0452'TO REACH THE AZIMUTH MARK FROM STATION 80-19 NEDR RETURN TO HAUGLANDS
 MM0452'FARM YARD, CONTINUE ON THE FARM DRIVE NORTH AND EAST FOR
 MM0452'APPROXIMATELY 0.3 MILE TO A JUNCTION WITH A COUNTY ROAD, AT THE
 MM0452'JUNCTION TURN RIGHT (EAST) AND PROCEED ON THE COUNTY ROAD FOR
 MM0452'APPROXIMATELY 0.2 MILE TO WHERE THE COUNTY ROAD TURNS SOUTH.
 MM0452'THE MARKER IS IN THE NORTHEAST CORNER OF THIS CURVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0461 ***********************************************************************
 MM0461  DESIGNATION -  80 19 B AZ MK
 MM0461  PID         -  MM0461
 MM0461  STATE/COUNTY-  NE/KEITH
 MM0461  COUNTRY     -  US
 MM0461  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0461
 MM0461                         *CURRENT SURVEY CONTROL
 MM0461  ______________________________________________________________________
 MM0461* NAD 83(1995) POSITION- 41 06 23.83102(N) 101 16 56.43487(W)   ADJUSTED
 MM0461* NAVD 88 ORTHO HEIGHT -   942.    (meters)     3091.    (feet) VERTCON
 MM0461  ______________________________________________________________________
 MM0461  GEOID HEIGHT    -        -21.761 (meters)                     GEOID18
 MM0461  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MM0461  HORZ ORDER      -  SECOND
 MM0461
 MM0461.The horizontal coordinates were established by classical geodetic methods
 MM0461.and adjusted by the National Geodetic Survey in August 1997.
 MM0461
 MM0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0461
 MM0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0461.GEOID18 height accuracy estimate available here.
 MM0461
 MM0461.Click photographs - Photos may exist for this station.
 MM0461
 MM0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0461
 MM0461. The following values were computed from the NAD 83(1995) position.
 MM0461
 MM0461;                    North         East     Units Scale Factor Converg.
 MM0461;SPC NE       -   142,166.438   392,322.002   MT  0.99968273   -0 50 59.3
 MM0461;SPC NE       -   466,424.39  1,287,143.10   sFT  0.99968273   -0 50 59.3
 MM0461;UTM  14      - 4,553,103.253   308,354.139   MT  1.00005205   -1 30 03.6
 MM0461
 MM0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0461!SPC NE       -   0.99985561  x   0.99968273  =   0.99953839
 MM0461!UTM  14      -   0.99985561  x   1.00005205  =   0.99990765
 MM0461
 MM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0835453103(NAD 83)
 MM0461
 MM0461                          SUPERSEDED SURVEY CONTROL
 MM0461
 MM0461  NAD 83(1986)-  41 06 23.83379(N)    101 16 56.44142(W) AD(       ) 2
 MM0461  NAD 27      -  41 06 23.85544(N)    101 16 54.85435(W) AD(       ) 2
 MM0461  NGVD 29 (07/19/86)  942.     (m)         3091.     (f) VERT ANG       
 MM0461
 MM0461.Superseded values are not recommended for survey control.
 MM0461
 MM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0461.See file dsdata.pdf to determine how the superseded data were derived.
 MM0461
 MM0461_MARKER: DZ = AZIMUTH MARK DISK
 MM0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0461+STABILITY: SURFACE MOTION
 MM0461
 MM0461  HISTORY     - Date     Condition        Report By
 MM0461  HISTORY     - 1963     MONUMENTED       NEDR
 MM0461
 MM0461                          STATION DESCRIPTION
 MM0461
 MM0461'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0461'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0461'MARK DISK STAMPED 80-19B, 1962 AND IS SET FLUSH WITH THE
 MM0461'GROUND, 67.0 FEET NORTHEAST OF THE CENTERLINE OF THE CANAL
 MM0461'ROAD, 4.5 FEET NORTH OF TELEPHONE POLE AND 3.0 FEET SOUTH OF
 MM0461'WITNESS POST.
 MM0461'
 MM0461'TO REACH THE AZIMUTH MARK FROM STATION 80-19B NEDR, PROCEED SOUTHEAST
 MM0461'FOR 0.1 MILE TO GATE AND BRIDGE, PROCEED THROUGH GATE, TURN
 MM0461'LEFT (NORTH) OVER BRIDGE, TO THE NORTH END OF BRIDGE, THEN
 MM0461'TURN RIGHT (EAST) AND PROCEED FOR 0.35 MILE ON CANAL ROAD.
 MM0461'MARK SETS TO THE LEFT (NORTH) OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0550 ***********************************************************************
 MM0550  DESIGNATION -  80 19 C RESET
 MM0550  PID         -  MM0550
 MM0550  STATE/COUNTY-  NE/KEITH
 MM0550  COUNTRY     -  US
 MM0550  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0550
 MM0550                         *CURRENT SURVEY CONTROL
 MM0550  ______________________________________________________________________
 MM0550* NAD 83(1995) POSITION- 41 06 28.75785(N) 101 20 20.64152(W)   ADJUSTED
 MM0550* NAVD 88 ORTHO HEIGHT -   944.8   (meters)     3100.    (feet) VERTCON
 MM0550  ______________________________________________________________________
 MM0550  GEOID HEIGHT    -        -21.677 (meters)                     GEOID18
 MM0550  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 MM0550  HORZ ORDER      -  SECOND
 MM0550
 MM0550.The horizontal coordinates were established by classical geodetic methods
 MM0550.and adjusted by the National Geodetic Survey in August 1997.
 MM0550
 MM0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0550
 MM0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0550.GEOID18 height accuracy estimate available here.
 MM0550
 MM0550.Click photographs - Photos may exist for this station.
 MM0550
 MM0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0550
 MM0550. The following values were computed from the NAD 83(1995) position.
 MM0550
 MM0550;                    North         East     Units Scale Factor Converg.
 MM0550;SPC NE       -   142,390.567   387,561.624   MT  0.99968256   -0 53 14.6
 MM0550;SPC NE       -   467,159.72  1,271,525.09   sFT  0.99968256   -0 53 14.6
 MM0550;UTM  14      - 4,553,381.568   303,594.802   MT  1.00007478   -1 32 18.2
 MM0550
 MM0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0550!SPC NE       -   0.99985522  x   0.99968256  =   0.99953783
 MM0550!UTM  14      -   0.99985522  x   1.00007478  =   0.99992999
 MM0550
 MM0550:                Primary Azimuth Mark                     Grid Az
 MM0550:SPC NE       -  80 19 C AZ MK                            280 41 47.2
 MM0550:UTM  14      -  80 19 C AZ MK                            281 20 50.8
 MM0550
 MM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0359453381(NAD 83)
 MM0550
 MM0550|---------------------------------------------------------------------|
 MM0550| PID    Reference Object                     Distance      Geod. Az  |
 MM0550|                                                           dddmmss.s |
 MM0550| MM0553 80 19C RM 1                          31.718 METERS 08039     |
 MM0550| MM0555 80 19 C RM 3                         31.699 METERS 08041     |
 MM0550| MM0554 80 19C RM 2                          29.763 METERS 24249     |
 MM0550| MM0464 80 19 C AZ MK                       APPROX. 0.7 KM 2794832.6 |
 MM0550| MM0552 80 20 2 AZ MK                       APPROX. 1.5 KM 2812917.4 |
 MM0550|---------------------------------------------------------------------|
 MM0550
 MM0550                          SUPERSEDED SURVEY CONTROL
 MM0550
 MM0550  NAD 83(1986)-  41 06 28.75999(N)    101 20 20.64815(W) AD(       ) 2
 MM0550  NAD 27      -  41 06 28.78218(N)    101 20 19.05587(W) AD(       ) 2
 MM0550  NGVD 29 (02/17/94)  944.4    (m)         3098.     (f) VERT ANG       
 MM0550
 MM0550.Superseded values are not recommended for survey control.
 MM0550
 MM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0550.See file dsdata.pdf to determine how the superseded data were derived.
 MM0550
 MM0550_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0550_STAMPING: 80-19C NERD 1963 1986
 MM0550_MARK LOGO: NGS
 MM0550_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MM0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0550+STABILITY: SURFACE MOTION
 MM0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0550+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 MM0550
 MM0550  HISTORY     - Date     Condition        Report By
 MM0550  HISTORY     - 1986     MONUMENTED       NGS
 MM0550  HISTORY     - 20071023 GOOD             INDIV
 MM0550  HISTORY     - 20080407 GOOD             JCLS
 MM0550  HISTORY     - 20120723 POOR             NEPPD
 MM0550
 MM0550                          STATION DESCRIPTION
 MM0550
 MM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 MM0550'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHEAST FROM PAXTON,
 MM0550'0.8 KM (0.5 MI) SOUTH FROM INTERSTATE HIGHWAY 80 AND ON THE NORTH
 MM0550'BANK OF A CANAL, IN THE SW1/4, SEC9, T13N, R35W.  THE NEBRASKA PUBLIC
 MM0550'POWER DISTRICT, CONSTRUCTION MANAGEMENT DEPARTMENT, P.O. BOX 499,
 MM0550'COLUMBUS, NE 68601 SHOULD BE CONTACTED FOR ACCESS.  TELEPHONE 402-563
 MM0550'5624.
 MM0550'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, GO SOUTH ON THE
 MM0550'MAIN STREET FOR 1.45 KM (0.90 MI) TO INTERSTATE HIGHWAY 80.  CONTINUE
 MM0550'SOUTH FOR 0.32 KM (0.20 MI) TO A SIDE ROAD ON THE LEFT, AT A CEMETERY
 MM0550'ON THE RIGHT. TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.64 KM
 MM0550'(0.40 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT, ENTERING NEBRASKA
 MM0550'PUBLIC POWER DISTRICT PROPERTY, AND GO SOUTH FOR 0.16 KM (0.10 MI) TO
 MM0550'A FORK AT THE TOP OF A CANAL BANK.  TURN LEFT AND GO EAST, ALONG THE
 MM0550'NORTH SIDE OF THE CANAL, FOR 0.97 KM (0.60 MI) TO THE STATION ON THE
 MM0550'LEFT.
 MM0550'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MM0550'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 1.2
 MM0550'M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 10.36 M
 MM0550'(33.99 FT) NORTH FROM THE NORTH BANK OF THE CANAL, 5.79 M (19.00 FT)
 MM0550'NORTH FROM THE CENTERLINE OF THE ROAD, 1.07 M (3.51 FT) SOUTH FROM A
 MM0550'WITNESS POST AND 0.62 M (2.03 FT) WEST FROM A WITNESS POST.
 MM0550
 MM0550                          STATION RECOVERY (2007)
 MM0550
 MM0550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HFR)
 MM0550'RECOVERED AS DESCRIBED
 MM0550
 MM0550                          STATION RECOVERY (2008)
 MM0550
 MM0550'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 MM0550'THE MONUMENT IS NO LONGER FLUSH WITH THE SURROUNDING SOIL, BUT
 MM0550'PROJECTS APPROXIMATELY 3 INCHES FROM THE GROUND.
 MM0550
 MM0550                          STATION RECOVERY (2012)
 MM0550
 MM0550'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2012 (JDF)
 MM0550'NEBRASKA PUBLIC POWER DISTRICT (NPPD) CANAL MAINTENANCE PERSONNEL
 MM0550'NOTIFIED NPPD SURVEYING DEPARTMENT THAT MARK WAS APPARENTLY HIT BY
 MM0550'MOWER AND TOP HAS SHIFTED WESTERLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0456 ***********************************************************************
 MM0456  DESIGNATION -  80 19A
 MM0456  PID         -  MM0456
 MM0456  STATE/COUNTY-  NE/LINCOLN
 MM0456  COUNTRY     -  US
 MM0456  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0456
 MM0456                         *CURRENT SURVEY CONTROL
 MM0456  ______________________________________________________________________
 MM0456* NAD 83(1995) POSITION- 41 08 20.21034(N) 101 12 48.95119(W)   ADJUSTED
 MM0456* NAVD 88 ORTHO HEIGHT -   912.3   (meters)     2993.    (feet) VERTCON
 MM0456  ______________________________________________________________________
 MM0456  GEOID HEIGHT    -        -21.794 (meters)                     GEOID18
 MM0456  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 MM0456  HORZ ORDER      -  SECOND
 MM0456
 MM0456.The horizontal coordinates were established by classical geodetic methods
 MM0456.and adjusted by the National Geodetic Survey in August 1997.
 MM0456
 MM0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0456
 MM0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0456.GEOID18 height accuracy estimate available here.
 MM0456
 MM0456.Click photographs - Photos may exist for this station.
 MM0456
 MM0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0456
 MM0456. The following values were computed from the NAD 83(1995) position.
 MM0456
 MM0456;                    North         East     Units Scale Factor Converg.
 MM0456;SPC NE       -   145,671.798   398,144.528   MT  0.99967898   -0 48 15.3
 MM0456;SPC NE       -   477,924.89  1,306,245.84   sFT  0.99967898   -0 48 15.3
 MM0456;UTM  14      - 4,556,543.375   314,218.263   MT  1.00002480   -1 27 24.2
 MM0456
 MM0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0456!SPC NE       -   0.99986034  x   0.99967898  =   0.99953936
 MM0456!UTM  14      -   0.99986034  x   1.00002480  =   0.99988513
 MM0456
 MM0456:                Primary Azimuth Mark                     Grid Az
 MM0456:SPC NE       -  80 19 A AZ MK                            061 41 01.4
 MM0456:UTM  14      -  80 19 A AZ MK                            062 20 10.3
 MM0456
 MM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1421856543(NAD 83)
 MM0456
 MM0456|---------------------------------------------------------------------|
 MM0456| PID    Reference Object                     Distance      Geod. Az  |
 MM0456|                                                           dddmmss.s |
 MM0456| MM0457 80 19 A AZ MK                       APPROX. 0.7 KM 0605246.1 |
 MM0456| CP7195 80 19A RM 2                          69.571 METERS 31722     |
 MM0456| CP7194 80 19A RM 1                          56.882 METERS 35439     |
 MM0456|---------------------------------------------------------------------|
 MM0456
 MM0456                          SUPERSEDED SURVEY CONTROL
 MM0456
 MM0456  NAD 83(1986)-  41 08 20.21419(N)    101 12 48.95822(W) AD(       ) 2
 MM0456  NAD 27      -  41 08 20.23619(N)    101 12 47.37819(W) AD(       ) 2
 MM0456  NGVD 29 (07/19/86)  911.9    (m)         2992.     (f) VERT ANG       
 MM0456
 MM0456.Superseded values are not recommended for survey control.
 MM0456
 MM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0456.See file dsdata.pdf to determine how the superseded data were derived.
 MM0456
 MM0456_MARKER: DS = TRIANGULATION STATION DISK
 MM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0456_STAMPING: 80-19A 1962
 MM0456_MARK LOGO: NEDR
 MM0456_PROJECTION: RECESSED 46 CENTIMETERS
 MM0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0456+STABILITY: SURFACE MOTION
 MM0456
 MM0456  HISTORY     - Date     Condition        Report By
 MM0456  HISTORY     - 1962     MONUMENTED       NEDR
 MM0456  HISTORY     - 1971     GOOD             NGS
 MM0456  HISTORY     - 1971     MARK NOT FOUND   USGS
 MM0456
 MM0456                          STATION DESCRIPTION
 MM0456
 MM0456'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0456'STATION IS LOCATED ABOUT 1.5 MILE SOUTH AND 4.7 MILES WEST OF
 MM0456'THE RAILROAD DEPOT AT SUTHERLAND IN THE S.E. 1/4 SEC. 33T 14N,
 MM0456'R34W.
 MM0456'
 MM0456'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SUTHERLAND,
 MM0456'PROCEED 0.1 MILE WEST TO HIGHWAY 25, TURN LEFT (SOUTH),
 MM0456'FOLLOW ALONG HIGHWAY 25 FOR 2.0 MILES (HIGHWAY 25 MAKES A CURVE
 MM0456'TO THE WEST 1.5 MILE FROM TOWN) TO AN EAST-WEST COUNTY ROAD,
 MM0456'TURN RIGHT ONTO COUNTY ROAD AND PROCEED 4.1 MILES WEST, TO THE
 MM0456'POINT WHERE COUNTY ROAD TURNS SOUTH, TURN NORTH AT THIS POINT
 MM0456'INTO HAY MEADOW AND PROCEED NORTH ALONG SECTION LINE FOR 0.3
 MM0456'MILE TO STATION.
 MM0456'
 MM0456'STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0456'DISK STAMPED 80-19A, 1962 AND IS BURIED 1.5 FEET BELOW GROUND
 MM0456'LEVEL.  THE MARKER IS 1,494 FEET NORTH OF THE SECTION CORNER
 MM0456'COMMON TO SECTIONS 33 AND 34 T14N R34W AND SECTIONS 3 AND 4
 MM0456'T13N R34W, AND IS 65.7 FEET WEST OF THE NORTH-SOUTH SECTION
 MM0456'LINE BETWEEN SECTIONS 33 AND 34 T14N R34W.  THE MONUMENT IS A
 MM0456'P.I. FOR A CURVE ON INTERSTATE 80.
 MM0456'
 MM0456'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0456'REFERENCE MARK DISK STAMPED 80-19A, R.M. 1 SET IN A 6-INCH
 MM0456'CONCRETE POST WHICH PROTRUDES 0.3 FEET ABOVE THE GROUND.  IT
 MM0456'IS NORTH OF STATION, 3.8 FEET SOUTHWEST OF WEST GATE POST, 2.6
 MM0456'FEET SOUTH OF FENCE.
 MM0456'
 MM0456'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0456'REFERENCE MARK DISK STAMPED 80-19A, R.M. 2.  IT IS SET IN A 6-INCH
 MM0456'CONCRETE POST WHICH PROTRUDES 0.23 FOOT ABOVE THE GROUND AND
 MM0456'IS NORTHWEST OF STATION, 3.5 FEET SOUTHEAST OF FENCE POST, 3.0
 MM0456'FEET SOUTH OF FENCE.
 MM0456'
 MM0456'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0456'MARK DISK STAMPED 80-19A, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0456'CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND.  IT
 MM0456'IS IN LINE WITH A ROW OF TREES TO THE SOUTH ON THE WEST SIDE
 MM0456'OF A GROVE AND ON TOP OF DIKE 1.5 FEET SOUTH OF WITNESS POST.
 MM0456'
 MM0456'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH FOR
 MM0456'0.1 MILE TO DIKE ALONG SOUTH BANK OF SOUTH PLATTE RIVER, TURN
 MM0456'RIGHT NORTHEAST AND PROCEED ALONG SOUTH BANK OF RIVER FOR 0.4
 MM0456'MILE TO THE MARKER ON TOP OF THE DIKE.
 MM0456
 MM0456                          STATION RECOVERY (1971)
 MM0456
 MM0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0456'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MM0456'
 MM0456'SINCE INTERSTATE 80 WAS CONSTRUCTED AFTER THE ORIGINAL ROUTE
 MM0456'DESCRIPTION WAS WRITTEN, A NEW ROUTE DESCRIPTION IS REQUIRED.
 MM0456'
 MM0456'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 30 AND STATE HWY
 MM0456'25 IN SUTHERLAND, NEB., GO SOUTH ON HWY 25 (GOING THROUGH UNDERPASS
 MM0456'ACROSS I-80) FOR 2.8 MILES TO AND EAST-WEST COUNTY ROAD.  TURN
 MM0456'RIGHT (WEST) ON COUNTY ROAD FOR 2.1 MILES A SIDE ROAD RIGHT.  TURN
 MM0456'RIGHT (NORTH, CROSSING OVERPASS ACROSS I-80) FOR 0.45 MILE TO A
 MM0456'GRAVEL ROAD LEFT.  TURN SHARPLY LEFT (SOUTHERLY) ON GRAVEL ROAD FOR
 MM0456'0.15 MILE TO WHERE ROAD CURVES WEST.  CONTINUE WEST ON GRAVEL ROAD
 MM0456'(WHICH RUNS PARALLEL WITH WEST BOUND LANE OF I-80) FOR 2.0 MILES
 MM0456'TO A DIM TRACK ROAD ON THE RIGHT (TRACK ROAD RUNS ALONE THE WEST
 MM0456'EDGE OF A HAY MEADOW).  TURN RIGHT (NORTH) ON TRACK ROAD FOR
 MM0456'0.15 MILE TO THE STATION ON THE LEFT.
 MM0456
 MM0456                          STATION RECOVERY (1971)
 MM0456
 MM0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (MLM)
 MM0456'FOUND LOCATION OF MARK NEAR WITNESS POST, ALL THAT WAS FOUND
 MM0456'WAS A HOLE IN THE GROUND WHERE MARK WAS SUPPOSED TO BE.  ALSO
 MM0456'FOUND PIECES OF CONCRETE AROUND THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0460 ***********************************************************************
 MM0460  DESIGNATION -  80 19B
 MM0460  PID         -  MM0460
 MM0460  STATE/COUNTY-  NE/KEITH
 MM0460  COUNTRY     -  US
 MM0460  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0460
 MM0460                         *CURRENT SURVEY CONTROL
 MM0460  ______________________________________________________________________
 MM0460* NAD 83(1995) POSITION- 41 06 23.88922(N) 101 17 28.97981(W)   ADJUSTED
 MM0460* NAVD 88 ORTHO HEIGHT -   955.5   (meters)     3135.    (feet) VERTCON
 MM0460  ______________________________________________________________________
 MM0460  GEOID HEIGHT    -        -21.748 (meters)                     GEOID18
 MM0460  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 MM0460  HORZ ORDER      -  SECOND
 MM0460
 MM0460.The horizontal coordinates were established by classical geodetic methods
 MM0460.and adjusted by the National Geodetic Survey in August 1997.
 MM0460
 MM0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0460
 MM0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0460.GEOID18 height accuracy estimate available here.
 MM0460
 MM0460.Click photographs - Photos may exist for this station.
 MM0460
 MM0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0460
 MM0460. The following values were computed from the NAD 83(1995) position.
 MM0460
 MM0460;                    North         East     Units Scale Factor Converg.
 MM0460;SPC NE       -   142,179.531   391,562.977   MT  0.99968272   -0 51 20.9
 MM0460;SPC NE       -   466,467.34  1,284,652.87   sFT  0.99968272   -0 51 20.9
 MM0460;UTM  14      - 4,553,124.980   307,595.030   MT  1.00005564   -1 30 25.1
 MM0460
 MM0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0460!SPC NE       -   0.99985355  x   0.99968272  =   0.99953632
 MM0460!UTM  14      -   0.99985355  x   1.00005564  =   0.99990919
 MM0460
 MM0460:                Primary Azimuth Mark                     Grid Az
 MM0460:SPC NE       -  80 19 B AZ MK                            090 59 17.9
 MM0460:UTM  14      -  80 19 B AZ MK                            091 38 22.1
 MM0460
 MM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0759553124(NAD 83)
 MM0460
 MM0460|---------------------------------------------------------------------|
 MM0460| PID    Reference Object                     Distance      Geod. Az  |
 MM0460|                                                           dddmmss.s |
 MM0460| MM0461 80 19 B AZ MK                       APPROX. 0.8 KM 0900757.0 |
 MM0460| CP7196 80 19B RM 1                          36.119 METERS 14919     |
 MM0460| CP7197 80 19B RM 2                          19.013 METERS 28128     |
 MM0460|---------------------------------------------------------------------|
 MM0460
 MM0460                          SUPERSEDED SURVEY CONTROL
 MM0460
 MM0460  NAD 83(1986)-  41 06 23.89188(N)    101 17 28.98640(W) AD(       ) 2
 MM0460  NAD 27      -  41 06 23.91372(N)    101 17 27.39887(W) AD(       ) 2
 MM0460  NGVD 29 (07/19/86)  955.1    (m)         3134.     (f) VERT ANG       
 MM0460
 MM0460.Superseded values are not recommended for survey control.
 MM0460
 MM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0460.See file dsdata.pdf to determine how the superseded data were derived.
 MM0460
 MM0460_MARKER: DD = SURVEY DISK
 MM0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0460
 MM0460  HISTORY     - Date     Condition        Report By
 MM0460  HISTORY     - 1962     MONUMENTED       NEDR
 MM0460
 MM0460                          STATION DESCRIPTION
 MM0460
 MM0460'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0460'STATION IS LOCATED ABOUT 1.3 MILES SOUTH AND 3.5 MILES EAST
 MM0460'OF THE POST OFFICE AT PAXTON IN THE SOUTHEAST 1/4 OF SECTION
 MM0460'11, T13N, R35W.
 MM0460'
 MM0460'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, PROCEED
 MM0460'SOUTH ON OILED ROAD FOR 1.0 MILE, TURN LEFT (EAST) AND PROCEED
 MM0460'FOR 3.5 MILES ON COUNTY ROAD, TURN RIGHT (SOUTH) ON SECTION
 MM0460'LINE ROAD AND PROCEED FOR 0.3 MILE TO CANAL BRIDGE, CROSS
 MM0460'CANAL BRIDGE TO WIRE GATE AT SOUTH END OF BRIDGE ON WEST SIDE
 MM0460'OF ROAD, TURN RIGHT (WEST) THROUGH GATE INTO PLATTE VALLEY
 MM0460'PUBLIC POWER DISTRICT LAND, PROCEED NORTHWESTERLY ALONG SOUTH
 MM0460'SIDE OF CANAL TO THE TOP OF THE FIRST SPOIL BANK ABOUT 0.1
 MM0460'MILE FROM ROAD.  STATION IS SET ON THE HIGHEST POINT AT
 MM0460'GROUND LEVEL.
 MM0460'
 MM0460'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0460'TRIANGULATION DISK STAMPED 80-19B, 1962 SET FLUSH WITH THE
 MM0460'GROUND.
 MM0460'
 MM0460'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0460'REFERENCE MARK DISK STAMPED 80-19B, R.M. 1 SET IN THE TOP OF A
 MM0460'6-INCH CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND
 MM0460'AND IS ON SPOIL BANK 118.5 FEET SOUTHEAST OF STATION.
 MM0460'
 MM0460'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0460'REFERENCE MARK DISK STAMPED 80-19B, R.M. 2.  IT IS SET IN THE
 MM0460'TOP OF A 6-INCH CONCRETE POST WHICH PROTRUDES 0.25 FOOT ABOVE
 MM0460'THE GROUND AND IS ON SPOIL BANK 62.4 FEET WEST OF STATION.
 MM0460'
 MM0460'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0460'MARK DISK STAMPED 80-19B, 1962 AND IS SET FLUSH WITH THE
 MM0460'GROUND, 67.0 FEET NORTHEAST OF THE CENTERLINE OF THE CANAL
 MM0460'ROAD, 4.5 FEET NORTH OF TELEPHONE POLE AND 3.0 FEET SOUTH OF
 MM0460'WITNESS POST.
 MM0460'
 MM0460'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 MM0460'FOR 0.1 MILE TO GATE AND BRIDGE, PROCEED THROUGH GATE, TURN
 MM0460'LEFT (NORTH) OVER BRIDGE, TO THE NORTH END OF BRIDGE, THEN
 MM0460'TURN RIGHT (EAST) AND PROCEED FOR 0.35 MILE ON CANAL ROAD.
 MM0460'MARK SETS TO THE LEFT (NORTH) OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0459 ***********************************************************************
 MM0459  DESIGNATION -  80 19C
 MM0459  PID         -  MM0459
 MM0459  STATE/COUNTY-  NE/KEITH
 MM0459  COUNTRY     -  US
 MM0459  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0459
 MM0459                         *CURRENT SURVEY CONTROL
 MM0459  ______________________________________________________________________
 MM0459* NAD 83(1986) POSITION- 41 06 28.     (N) 101 20 21.     (W)   SCALED
 MM0459* NAVD 88 ORTHO HEIGHT -   944.8   (meters)     3100.    (feet) VERTCON
 MM0459  ______________________________________________________________________
 MM0459  GEOID HEIGHT    -        -21.677 (meters)                     GEOID18
 MM0459
 MM0459.The horizontal coordinates were scaled from a map and have
 MM0459.an estimated accuracy of +/- 6 seconds.
 MM0459
 MM0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0459
 MM0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0459.GEOID18 height accuracy estimate available here.
 MM0459
 MM0459.Click photographs - Photos may exist for this station.
 MM0459
 MM0459;                    North         East    Units  Estimated Accuracy
 MM0459;SPC NE       -   142,370.      387,550.      MT  (+/- 180 meters Scaled)
 MM0459
 MM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL035533(NAD 83)
 MM0459
 MM0459                          SUPERSEDED SURVEY CONTROL
 MM0459
 MM0459  NGVD 29 (07/19/86)  944.4    (m)         3098.     (f) VERT ANG       
 MM0459
 MM0459.Superseded values are not recommended for survey control.
 MM0459
 MM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0459.See file dsdata.pdf to determine how the superseded data were derived.
 MM0459
 MM0459_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0459_STAMPING: 80-19C 1962
 MM0459_MARK LOGO: NEDR
 MM0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0459+STABILITY: SURFACE MOTION
 MM0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0459+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1986
 MM0459
 MM0459  HISTORY     - Date     Condition        Report By
 MM0459  HISTORY     - 1962     MONUMENTED       NEDR
 MM0459  HISTORY     - 1963     GOOD             NEDR
 MM0459  HISTORY     - 19860519 SEE DESCRIPTION  NGS
 MM0459
 MM0459                          STATION DESCRIPTION
 MM0459
 MM0459'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0459'STATION IS LOCATED ABOUT 1.1 MILE SOUTH AND 1.0 MILE EAST OF
 MM0459'THE POST OFFICE AT PAXTON IN THE SOUTHWEST 1/4 OF SECTION 9,
 MM0459'T13N, R35W.
 MM0459'
 MM0459'TO REACH THE STATION FROM THE POST OFFICE AT PAXTON, PROCEED
 MM0459'SOUTH ON OILED ROAD FOR 1.0 MILE TO COUNTY ROAD LEADING EAST,
 MM0459'TURN LEFT (EAST) ON COUNTY ROAD AND PROCEED FOR 0.4 MILE, TURN
 MM0459'RIGHT (SOUTH) FOR 0.1 MILE ON CANAL ROAD, TURN LEFT (EAST) ON
 MM0459'CANAL ROAD FOLLOWING ALONG ON THE NORTH SIDE OF THE CANAL FOR
 MM0459'0.6 MILE TO STATION.  STATION IS ON THE NORTH SHOULDER OF ROAD.
 MM0459'
 MM0459'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0459'DISK STAMPED 80-19C, 1962 WHICH IS SET FLUSH WITH THE GROUND,
 MM0459'19.0 FEET NORTH OF CENTERLINE OF ROAD, 33.8 FEET NORTH OF CANAL
 MM0459'BANK, 2.0 FEET EAST OF WITNESS POST.
 MM0459'
 MM0459'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0459'REFERENCE MARK DISK STAMPED 80-19C, R.M. 1 WHICH IS SET IN A
 MM0459'6-INCH CONCRETE POST.  IT PROTRUDES 0.25 FEET ABOVE THE GROUND
 MM0459'19.0 FEET NORTH OF THE CENTERLINE OF CANAL ROAD, 104.1 FEET
 MM0459'EAST OF STATION.
 MM0459'
 MM0459'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0459'REFERENCE MARK DISK STAMPED 80-19C, R.M. 2 SET IN A 6-INCH
 MM0459'CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND LEVEL.
 MM0459'IT IS 18.0 FEET NORTH OF THE CENTERLINE OF CANAL ROAD, 97.6
 MM0459'FEET SOUTHWEST OF STATION.
 MM0459'
 MM0459'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0459'MARK DISK STAMPED 80-19C, 1962 WHICH IS SET IN THE TOP OF A
 MM0459'6-INCH CONCRETE POST.  IT IS SET 0.3 FOOT ABOVE THE GROUND
 MM0459'ELEVATION, 67.7 FEET NORTH OF THE NEAR SIDE OF A 15 FT COTTONWOOD
 MM0459'TREE, 33.1 FEET EAST OF THE NEAR SIDE OF A 3 FOOT DIAMETER
 MM0459'COTTONWOOD TREE, 40.1 FEET NORTH OF THE CENTERLINE OF ROAD, 1.65
 MM0459'FEET EAST OF WITNESS POST AND ON THE SOUTH SIDE OF THE COUNTY
 MM0459'ROAD JUST SOUTH OF DITCH.
 MM0459'
 MM0459'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW PLATTE VALLEY
 MM0459'PUBLIC POWER DISTRICT CANAL ROAD 0.55 MILE WEST TO TURN OFF
 MM0459'ROAD, TURN RIGHT (NORTH) ALONG TURN OFF ROAD 0.15 MILE TO EAST-WEST
 MM0459'COUNTY ROAD, TURN RIGHT (EAST) AND FOLLOW COUNTY ROAD FOR
 MM0459'0.15 MILE TO THE NORTHEAST CORNER OF A GROVE OF TREES AND THE
 MM0459'STATION ON THE SOUTH SIDE OF THE COUNTY ROAD.
 MM0459
 MM0459                          STATION RECOVERY (1963)
 MM0459
 MM0459'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1963
 MM0459'RECOVERED IN GOOD CONDITION.
 MM0459
 MM0459                          STATION RECOVERY (1986)
 MM0459
 MM0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0459'THE UNDERGROUND MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 MM0459'CONDITION.  AFTER OBSERVATIONS TAKEN THIS DATE, IT WAS DETERMINED THE
 MM0459'SURFACE MARK WAS OUT OF POSITION.  REFERENCE MARK 1 AND THE AZIMUTH
 MM0459'MARK WERE FOUND DESTROYED.  THE SURFACE MARK WAS REMOVED AND A NEW
 MM0459'MARK SET DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARK 3 WAS
 MM0459'ALSO ESTABLISHED.  AFTER THE NEW SURFACE STATION MARK WAS SET, THE
 MM0459'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED, AS DID AN
 MM0459'INVERSED DISTANCE TO STATION--80-20.  THE AZIMUTH MARK FOR STATION
 MM0459'80-20 2 WILL ALSO SERVE THIS STATION.  FOR FURTHER DETAILS SEE THE
 MM0459'DESCRIPTION TO 80 19 C RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1149 ***********************************************************************
 LH1149  DESIGNATION -  80 2
 LH1149  PID         -  LH1149
 LH1149  STATE/COUNTY-  NE/HALL
 LH1149  COUNTRY     -  US
 LH1149  USGS QUAD   -  ALDA (2017)
 LH1149
 LH1149                         *CURRENT SURVEY CONTROL
 LH1149  ______________________________________________________________________
 LH1149* NAD 83(1995) POSITION- 40 48 03.17538(N) 098 28 30.10533(W)   ADJUSTED
 LH1149* NAVD 88 ORTHO HEIGHT -   582.7   (meters)     1912.    (feet) VERTCON
 LH1149  ______________________________________________________________________
 LH1149  GEOID HEIGHT    -        -24.962 (meters)                     GEOID18
 LH1149  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 LH1149  HORZ ORDER      -  SECOND
 LH1149
 LH1149.The horizontal coordinates were established by classical geodetic methods
 LH1149.and adjusted by the National Geodetic Survey in August 1997.
 LH1149
 LH1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1149
 LH1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1149.GEOID18 height accuracy estimate available here.
 LH1149
 LH1149.Click photographs - Photos may exist for this station.
 LH1149
 LH1149.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1149
 LH1149. The following values were computed from the NAD 83(1995) position.
 LH1149
 LH1149;                    North         East     Units Scale Factor Converg.
 LH1149;SPC NE       -   108,559.374   628,648.101   MT  0.99973371   +1 00 38.1
 LH1149;SPC NE       -   356,165.21  2,062,489.64   sFT  0.99973371   +1 00 38.1
 LH1149;UTM  14      - 4,516,786.029   544,283.537   MT  0.99962414   +0 20 34.9
 LH1149
 LH1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1149!SPC NE       -   0.99991251  x   0.99973371  =   0.99964624
 LH1149!UTM  14      -   0.99991251  x   0.99962414  =   0.99953668
 LH1149
 LH1149:                Primary Azimuth Mark                     Grid Az
 LH1149:SPC NE       -  80 2 AZ MK                               072 15 24.2
 LH1149:UTM  14      -  80 2 AZ MK                               072 55 27.4
 LH1149
 LH1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4428316786(NAD 83)
 LH1149
 LH1149|---------------------------------------------------------------------|
 LH1149| PID    Reference Object                     Distance      Geod. Az  |
 LH1149|                                                           dddmmss.s |
 LH1149| CN8480 80 2 AZ MK                                         0731602.3 |
 LH1149| CN8481 80 2 RM 1                            27.496 METERS 13443     |
 LH1149| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.18.5 KM 1552434.5 |
 LH1149| CN8482 80 2 RM 2                            19.974 METERS 26112     |
 LH1149| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.11.0 KM 2805609.8 |
 LH1149|---------------------------------------------------------------------|
 LH1149
 LH1149                          SUPERSEDED SURVEY CONTROL
 LH1149
 LH1149  NAD 83(1986)-  40 48 03.18278(N)    098 28 30.10639(W) AD(       ) 2
 LH1149  NAD 27      -  40 48 03.13390(N)    098 28 28.86600(W) AD(       ) 2
 LH1149  NGVD 29 (07/19/86)  582.5    (m)         1911.     (f) VERT ANG       
 LH1149
 LH1149.Superseded values are not recommended for survey control.
 LH1149
 LH1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1149.See file dsdata.pdf to determine how the superseded data were derived.
 LH1149
 LH1149_MARKER: DS = TRIANGULATION STATION DISK
 LH1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1149_STAMPING: 80-2 1959
 LH1149_MARK LOGO: CGS
 LH1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1149+STABILITY: SURFACE MOTION
 LH1149
 LH1149  HISTORY     - Date     Condition        Report By
 LH1149  HISTORY     - 1959     MONUMENTED       CGS
 LH1149
 LH1149                          STATION DESCRIPTION
 LH1149
 LH1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1149'STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF DONIPHAN, IN THE
 LH1149'SE CORNER OF THE SE 1/4 SEC. 30, T 10 N, R 10 W AND IN ALDA
 LH1149'TOWNSHIP.
 LH1149'
 LH1149'STATION, STAMPED 80-2 1959, IS SET ABOUT 6 INCHES BELOW THE
 LH1149'SURFACE OF THE GROUND.  IT IS 7.3 FEET SOUTH OF A STANDARD METAL
 LH1149'WITNESS POST, 8.5 FEET SOUTH OF THE SOUTH END OF A NORTH-SOUTH
 LH1149'FENCE, 91.5 FEET NORTHWEST OF A POWERLINE POLE IN THE SOUTHEAST
 LH1149'ANGLE OF THE ROAD, 34.0 FEET WEST OF THE CENTERLINE OF THE
 LH1149'NORTH-SOUTH ROAD AND 36.0 FEET NORTH OF THE CENTERLINE OF THE
 LH1149'EAST-WEST ROAD.  IN THE NORTHWEST ANGLE OF THE ROADS.
 LH1149'
 LH1149'R.M. 1, STAMPED 80-2 NO. 1 1959, IS SET IN THE TOP OF A 4 INCH
 LH1149'TRANSITE PIPE THAT IS ABOUT 30 INCHES LONG, FILLED WITH CONCRETE
 LH1149'AND PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LH1149'IS 1.3 FEET NORTH OF A POWERLINE POLE, 32.0 FEET EAST OF THE
 LH1149'CENTERLINE OF THE ROAD AND IS SET IN THE SOUTHEAST ANGLE OF THE
 LH1149'ROAD.
 LH1149'
 LH1149'R.M. 2, STAMPED 80-2 NO. 2 1959, IS SET IN THE TOP OF A 4 INCH
 LH1149'TRANSITE PIPE FILLED WITH CONCRETE.  IT IS ABOUT 30 INCHES LONG
 LH1149'AND PROJECTS ABOUT 3 INCHES.  IT IS 25.0 FEET NORTH OF THE
 LH1149'CENTERLINE OF THE EAST-WEST ROAD, 48.0 FEET WEST OF THE EAST END
 LH1149'OF THE EAST-WEST FENCE ON THE NORTH SIDE OF THE ROAD,
 LH1149'0.5 FEET NORTH OF THE EAST-WEST FENCE ON THE NORTH SIDE OF THE
 LH1149'ROAD AND ABOUT 2 FEET ABOVE THE ELEVATION OF THE STATION.
 LH1149'
 LH1149'AZIMUTH MARK, STAMPED 80-2 1959, SET IN THE TOP OF A 4 INCH
 LH1149'TRANSITE PIPE FILLED WITH CONCRETE THAT PROJECTS ABOUT 3 INCHES.
 LH1149'IT IS 1.0 FEET NORTH OF A STANDARD METAL WITNESS POST, 1.0 FEET
 LH1149'EAST OF THE NORTH-SOUTH FENCE AND 8.5 FEET WEST OF THE CENTERLINE
 LH1149'OF THE ROAD LEADING TO A FARM HOUSE.
 LH1149'
 LH1149'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL
 LH1149'ROAD FOR 1.0 MILES, TURN RIGHT, GO EAST ON GRAVEL ROAD FOR 1.0
 LH1149'MILES, TURN RIGHT, GO SOUTH ON GRAVEL ROAD FOR 0.55 MILES TO THE
 LH1149'END OF THE GRAVEL ROAD, CONTINUE ON TRACK ROAD FOR 0.1 MILES TO
 LH1149'THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 LH1149'
 LH1149'TO REACH THE STATION FROM THE SECTION LINE ROAD IN THE WEST PART
 LH1149'OF ALDA, GO SOUTH ON GRAVEL ROAD FOR 4.5 MILES TO AN UNIMPROVED
 LH1149'ROAD TO THE WEST AND THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1151 ***********************************************************************
 LH1151  DESIGNATION -  80 2 A
 LH1151  PID         -  LH1151
 LH1151  STATE/COUNTY-  NE/HALL
 LH1151  COUNTRY     -  US
 LH1151  USGS QUAD   -  ALDA (2017)
 LH1151
 LH1151                         *CURRENT SURVEY CONTROL
 LH1151  ______________________________________________________________________
 LH1151* NAD 83(1995) POSITION- 40 47 37.47190(N) 098 29 37.29028(W)   ADJUSTED
 LH1151* NAVD 88 ORTHO HEIGHT -   587.21  (+/-2cm)     1926.5   (feet) VERTCON
 LH1151  ______________________________________________________________________
 LH1151  GEOID HEIGHT    -        -24.949 (meters)                     GEOID18
 LH1151  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LH1151  HORZ ORDER      -  SECOND
 LH1151  VERT ORDER      -  THIRD ? (See Below)
 LH1151
 LH1151.The horizontal coordinates were established by classical geodetic methods
 LH1151.and adjusted by the National Geodetic Survey in August 1997.
 LH1151
 LH1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1151
 LH1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1151.GEOID18 height accuracy estimate available here.
 LH1151
 LH1151.The vertical order pertains to the NGVD 29 superseded value.
 LH1151
 LH1151.Click photographs - Photos may exist for this station.
 LH1151
 LH1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1151
 LH1151. The following values were computed from the NAD 83(1995) position.
 LH1151
 LH1151;                    North         East     Units Scale Factor Converg.
 LH1151;SPC NE       -   107,739.224   627,087.684   MT  0.99973524   +0 59 53.6
 LH1151;SPC NE       -   353,474.44  2,057,370.18   sFT  0.99973524   +0 59 53.6
 LH1151;UTM  14      - 4,515,984.203   542,713.846   MT  0.99962246   +0 19 50.9
 LH1151
 LH1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1151!SPC NE       -   0.99991181  x   0.99973524  =   0.99964707
 LH1151!UTM  14      -   0.99991181  x   0.99962246  =   0.99953430
 LH1151
 LH1151:                Primary Azimuth Mark                     Grid Az
 LH1151:SPC NE       -  80 2                                     062 16 25.8
 LH1151:UTM  14      -  80 2                                     062 56 28.5
 LH1151
 LH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4271315984(NAD 83)
 LH1151
 LH1151|---------------------------------------------------------------------|
 LH1151| PID    Reference Object                     Distance      Geod. Az  |
 LH1151|                                                           dddmmss.s |
 LH1151| LH1149 80 2                                APPROX. 1.8 KM 0631619.4 |
 LH1151| CN8483 80 2 A WM                            10.869 METERS 07921     |
 LH1151| LH0098 N 286                                71.220 METERS 16635     |
 LH1151|---------------------------------------------------------------------|
 LH1151
 LH1151                          SUPERSEDED SURVEY CONTROL
 LH1151
 LH1151  NAD 83(1986)-  40 47 37.47922(N)    098 29 37.29144(W) AD(       ) 2
 LH1151  NAD 27      -  40 47 37.43080(N)    098 29 36.04920(W) AD(       ) 2
 LH1151  NGVD 29             586.96   (m)         1925.7    (f) LEVELING    3  
 LH1151
 LH1151.Superseded values are not recommended for survey control.
 LH1151
 LH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1151.See file dsdata.pdf to determine how the superseded data were derived.
 LH1151
 LH1151_MARKER: I = METAL ROD
 LH1151_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LH1151+WITH SETTING: INFORMATION.
 LH1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1151
 LH1151  HISTORY     - Date     Condition        Report By
 LH1151  HISTORY     - 1959     MONUMENTED       CGS
 LH1151
 LH1151                          STATION DESCRIPTION
 LH1151
 LH1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1151'STATION IS LOCATED 1.5 MILES WEST AND 5 MILES SOUTH OF ALDA, ON
 LH1151'THE WEST EDGE OF THE ROAD, IN THE SOUTHWEST CORNER OF THE
 LH1151'NORTHEAST 1/4 SECTION 36, R 10 N AND R 11 W.
 LH1151'
 LH1151'THE STATION IS MARKED SEMI-PERMANENTLY WITH A CIRCULAR 1 INCH
 LH1151'IRON ROAD WITH A PUNCH MARK DENOTING THE CENTER AND IN THE BERM OF
 LH1151'THE ROADWAY, 12.2 FEET WEST OF THE CENTERLINE OF THE PAVEMENT,
 LH1151'8.1 FEET SOUTH OF A MAIL BOX, 233.69 FEET NORTH OF BENCH MARK N286
 LH1151'IN THE EAST END OF ABUTMENT AT THE NORTH END OF THE BRIDGE.
 LH1151'
 LH1151'TO REACH THE STATION FROM ALDA, GO WEST ON U.S. HIGHWAY 30
 LH1151'FOR 1.8 MILES, TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 0.8
 LH1151'MILE, TURN LEFT, GO EAST FOR 0.2 MILE, TURN RIGHT, GO SOUTH FOR
 LH1151'3.5 MILES TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0462 ***********************************************************************
 MM0462  DESIGNATION -  80 20
 MM0462  PID         -  MM0462
 MM0462  STATE/COUNTY-  NE/KEITH
 MM0462  COUNTRY     -  US
 MM0462  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0462
 MM0462                         *CURRENT SURVEY CONTROL
 MM0462  ______________________________________________________________________
 MM0462* NAD 83(1995) POSITION- 41 06 25.36273(N) 101 21 55.36270(W)   ADJUSTED
 MM0462* NAVD 88 ORTHO HEIGHT -   953.4   (meters)     3128.    (feet) VERTCON
 MM0462  ______________________________________________________________________
 MM0462  GEOID HEIGHT    -        -21.634 (meters)                     GEOID18
 MM0462  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 MM0462  HORZ ORDER      -  SECOND
 MM0462
 MM0462.The horizontal coordinates were established by classical geodetic methods
 MM0462.and adjusted by the National Geodetic Survey in August 1997.
 MM0462
 MM0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0462
 MM0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0462.GEOID18 height accuracy estimate available here.
 MM0462
 MM0462.Click photographs - Photos may exist for this station.
 MM0462
 MM0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0462
 MM0462. The following values were computed from the NAD 83(1995) position.
 MM0462
 MM0462;                    North         East     Units Scale Factor Converg.
 MM0462;SPC NE       -   142,320.432   385,350.841   MT  0.99968267   -0 54 17.4
 MM0462;SPC NE       -   466,929.62  1,264,271.88   sFT  0.99968267   -0 54 17.4
 MM0462;UTM  14      - 4,553,336.534   301,382.486   MT  1.00008554   -1 33 20.4
 MM0462
 MM0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0462!SPC NE       -   0.99985387  x   0.99968267  =   0.99953658
 MM0462!UTM  14      -   0.99985387  x   1.00008554  =   0.99993939
 MM0462
 MM0462:                Primary Azimuth Mark                     Grid Az
 MM0462:SPC NE       -  80 20 AZ MK                              091 16 20.1
 MM0462:UTM  14      -  80 20 AZ MK                              091 55 23.1
 MM0462
 MM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0138253336(NAD 83)
 MM0462
 MM0462|---------------------------------------------------------------------|
 MM0462| PID    Reference Object                     Distance      Geod. Az  |
 MM0462|                                                           dddmmss.s |
 MM0462| MM0463 80 20 AZ MK                         APPROX. 0.7 KM 0902202.7 |
 MM0462| MM0558 80 20 RM 1                           27.566 METERS 09309     |
 MM0462| MM0559 80 20 RM 2                           50.536 METERS 26657     |
 MM0462|---------------------------------------------------------------------|
 MM0462
 MM0462                          SUPERSEDED SURVEY CONTROL
 MM0462
 MM0462  NAD 83(1986)-  41 06 25.36478(N)    101 21 55.36770(W) AD(       ) 2
 MM0462  NAD 27      -  41 06 25.38718(N)    101 21 53.77451(W) AD(       ) 2
 MM0462  NGVD 29 (07/19/86)  953.0    (m)         3127.     (f) VERT ANG       
 MM0462
 MM0462.Superseded values are not recommended for survey control.
 MM0462
 MM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0462.See file dsdata.pdf to determine how the superseded data were derived.
 MM0462
 MM0462_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0462_STAMPING: 80-20 1963
 MM0462_MARK LOGO: NEDR
 MM0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0462+STABILITY: SURFACE MOTION
 MM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0462+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1986
 MM0462
 MM0462  HISTORY     - Date     Condition        Report By
 MM0462  HISTORY     - 1962     MONUMENTED       NEDR
 MM0462  HISTORY     - 1963     GOOD             NEDR
 MM0462  HISTORY     - 1971     GOOD             USGS
 MM0462  HISTORY     - 1971     GOOD             NGS
 MM0462  HISTORY     - 19860519 SEE DESCRIPTION  NGS
 MM0462
 MM0462                          STATION DESCRIPTION
 MM0462
 MM0462'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0462'STATION IS LOCATED ABOUT 1.2 MILES SOUTH AND 0.5 MILE WEST OF
 MM0462'THE POST OFFICE AT PAXTON IN THE SOUTHWEST 1/4 OF SECTION 8,
 MM0462'T13N, R35W.
 MM0462'
 MM0462'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, PROCEED
 MM0462'SOUTH 1.2 MILES ALONG OILED ROAD TO CANAL ROAD, TURN RIGHT (WEST)
 MM0462'ON CANAL ROAD AND PROCEED FOR 0.5 MILE TO STATION ON SPOIL
 MM0462'BANK ON THE NORTH SIDE OF THE ROAD.
 MM0462'
 MM0462'STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0462'DISK STAMPED 80-20, 1962 WHICH IS SET FLUSH WITH THE GROUND
 MM0462'43.4 FEET NORTH OF THE CENTERLINE OF THE CANAL ROAD, 38.0 FEET
 MM0462'SOUTH OF THE EAST-WEST FENCE AND 2.2 FEET WEST OF A WITNESS
 MM0462'POST.  MONUMENT IS APPROXIMATELY 625 FEET EAST OF A BRIDGE
 MM0462'ACROSS THE CANAL.
 MM0462'
 MM0462'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0462'REFERENCE MARK DISK STAMPED 80-20, R.M. 1 WHICH IS SET IN A 6-INCH
 MM0462'CONCRETE POST THAT PROTRUDES 0.3 FOOT ABOVE THE GROUND.  IT
 MM0462'IS 90.5 FEET EAST ALONG SPOIL BANK FROM STATION, AND 6.0 FEET
 MM0462'FROM THE SOUTH SIDE OF BANK.
 MM0462'
 MM0462'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0462'REFERENCE MARK DISK STAMPED 80-20 R.M. 2 WHICH IS SET IN A
 MM0462'6-INCH CONCRETE POST THAT PROTRUDES 0.2 FOOT ABOVE THE GROUND.
 MM0462'IT IS 165.8 FEET WEST OF A STATION ON SPOIL BANK AND 6.0 FEET
 MM0462'NORTH OF THE SOUTH SIDE OF BANK.
 MM0462'
 MM0462'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0462'TRIANGULATION DISK STAMPED 80-20, 1962 SET IN THE TOP OF A
 MM0462'6-INCH CONCRETE POST THAT PROTRUDES 0.35 FOOT ABOVE THE GROUND.
 MM0462'IT IS 4.85 FEET WEST FROM THE NORTH-SOUTH FENCE, 7.45 FEET
 MM0462'SOUTH OF POWER POLE, 27.3 FEET SOUTH OF FENCE CORNER AND 1.8
 MM0462'FEET SOUTH OF WITNESS POST.
 MM0462'
 MM0462'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.5 MILES
 MM0462'EAST ON CANAL ROAD TO INTERSECTION, MARK IS WEST OF NORTH-SOUTH
 MM0462'OILED ROAD AND NORTH OF CANAL ROAD IN THE NORTHWEST QUADRANT
 MM0462'OF THE INTERSECTION.
 MM0462
 MM0462                          STATION RECOVERY (1963)
 MM0462
 MM0462'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1963
 MM0462'RECOVERED IN GOOD CONDITION.
 MM0462
 MM0462                          STATION RECOVERY (1971)
 MM0462
 MM0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0462'STA. MK. AND REF. MKS. FOUND AS DESCRIBED.
 MM0462'
 MM0462'AZ. MK. WAS NOT FOUND AND APPEARS TO BE DESTROYED BY ROAD
 MM0462'CONSTRUCTION.
 MM0462
 MM0462                          STATION RECOVERY (1971)
 MM0462
 MM0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0462'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MM0462'
 MM0462'1962 ROUTE DESCRIPTION ADEQUATE.
 MM0462
 MM0462                          STATION RECOVERY (1986)
 MM0462
 MM0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0462'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 MM0462'MARKS 1,2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT FOUND
 MM0462'AND ARE PRESUMED DESTROYED.  MEASUREMENTS PLACE THE AZIMUTH MARK IN A
 MM0462'GRADED ROAD AND THE SPOIL BANK WHERE THE REFERENCE MARKS WERE IS NOW
 MM0462'GONE.  THE SPOIL BANK THE STATION IS LOCATED UPON IS BEING REMOVED,
 MM0462'THEREFORE, STATION--80-20 2--HAS BEEN ESTABLISHED ALONG WITH 2 NEW
 MM0462'REFERENCE MARKS AND AN AZIMUTH MARK.  SEE THE DESCRIPTIONS FOR THESE
 MM0462'NEW MARKS FOR FURTHER DETAILS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0551 ***********************************************************************
 MM0551  DESIGNATION -  80 20 2
 MM0551  PID         -  MM0551
 MM0551  STATE/COUNTY-  NE/KEITH
 MM0551  COUNTRY     -  US
 MM0551  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0551
 MM0551                         *CURRENT SURVEY CONTROL
 MM0551  ______________________________________________________________________
 MM0551* NAD 83(1995) POSITION- 41 06 19.42425(N) 101 21 49.38619(W)   ADJUSTED
 MM0551* NAVD 88 ORTHO HEIGHT -   959.1   (meters)     3147.    (feet) VERTCON
 MM0551  ______________________________________________________________________
 MM0551  GEOID HEIGHT    -        -21.638 (meters)                     GEOID18
 MM0551  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 MM0551  HORZ ORDER      -  THIRD
 MM0551
 MM0551.The horizontal coordinates were established by classical geodetic methods
 MM0551.and adjusted by the National Geodetic Survey in August 1997.
 MM0551
 MM0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0551
 MM0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0551.GEOID18 height accuracy estimate available here.
 MM0551
 MM0551.Click photographs - Photos may exist for this station.
 MM0551
 MM0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0551
 MM0551. The following values were computed from the NAD 83(1995) position.
 MM0551
 MM0551;                    North         East     Units Scale Factor Converg.
 MM0551;SPC NE       -   142,135.117   385,487.341   MT  0.99968287   -0 54 13.4
 MM0551;SPC NE       -   466,321.63  1,264,719.72   sFT  0.99968287   -0 54 13.4
 MM0551;UTM  14      - 4,553,149.606   301,516.927   MT  1.00008488   -1 33 16.3
 MM0551
 MM0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0551!SPC NE       -   0.99985297  x   0.99968287  =   0.99953589
 MM0551!UTM  14      -   0.99985297  x   1.00008488  =   0.99993784
 MM0551
 MM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0151653149(NAD 83)
 MM0551
 MM0551|---------------------------------------------------------------------|
 MM0551| PID    Reference Object                     Distance      Geod. Az  |
 MM0551|                                                           dddmmss.s |
 MM0551| MM0556 80 20 2 RM 3                          7.334 METERS 08936     |
 MM0551| MM0557 80 20 2 RM 4                          7.296 METERS 27032     |
 MM0551| MM0462 80 20                               230.233 METERS 32243     |
 MM0551|---------------------------------------------------------------------|
 MM0551
 MM0551                          SUPERSEDED SURVEY CONTROL
 MM0551
 MM0551  NAD 83(1986)-  41 06 19.42631(N)    101 21 49.39122(W) AD(       ) 3
 MM0551  NGVD 29 (02/17/94)  958.7    (m)         3145.     (f) VERT ANG       
 MM0551
 MM0551.Superseded values are not recommended for survey control.
 MM0551
 MM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0551.See file dsdata.pdf to determine how the superseded data were derived.
 MM0551
 MM0551_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0551_STAMPING: 80-20 2 1986
 MM0551_MARK LOGO: NGS
 MM0551_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0551+STABILITY: SURFACE MOTION
 MM0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0551+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MM0551
 MM0551  HISTORY     - Date     Condition        Report By
 MM0551  HISTORY     - 1986     MONUMENTED       NGS
 MM0551
 MM0551                          STATION DESCRIPTION
 MM0551
 MM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 MM0551'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHWEST FROM PAXTON,
 MM0551'0.8 KM (0.5 MI) SOUTH FROM INTERSTATE HIGHWAY 80 AND ON THE SOUTH
 MM0551'RIGHT-OF-WAY OF A KEITH COUNTY ROAD.
 MM0551'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, GO SOUTH ON THE
 MM0551'MAIN STREET FOR 1.45 KM (0.90 MI) TO AN OVERPASS BRIDGE OVER
 MM0551'INTERSTATE HIGHWAY 80 AND THE AZIMUTH MARK AT THE SOUTHWEST CORNER OF
 MM0551'THE BRIDGE. CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO A ROAD ON THE
 MM0551'LEFT AND A CEMETERY ON THE RIGHT.  CONTINUE SOUTH FOR 0.24 KM
 MM0551'(0.15 MI) TO A ROAD ON THE RIGHT, JUST SOUTH OF A CANAL.  TURN RIGHT
 MM0551'AND GO WEST ON A GRADED ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON
 MM0551'THE LEFT.
 MM0551'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MM0551'PROJECTS 0.050 M (0.164 FT) ABOVE THE GROUND SURFACE.  THE
 MM0551'UNDERGROUND MARK IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.
 MM0551'THE MARKS ARE 10.06 M (33.01 FT) SOUTH FROM THE CENTERLINE OF THE
 MM0551'ROAD, 2.04 M (6.69 FT) WEST-NORTHWEST FROM A POWER POLE, 0.73 M
 MM0551'(2.40 FT) EAST FROM A WITNESS POST AND 0.30 M (0.98 FT) NORTH FROM A
 MM0551'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0552 ***********************************************************************
 MM0552  DESIGNATION -  80 20 2 AZ MK
 MM0552  PID         -  MM0552
 MM0552  STATE/COUNTY-  NE/KEITH
 MM0552  COUNTRY     -  US
 MM0552  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0552
 MM0552                         *CURRENT SURVEY CONTROL
 MM0552  ______________________________________________________________________
 MM0552* NAD 83(1995) POSITION- 41 06 38.37729(N) 101 21 23.25274(W)   ADJUSTED
 MM0552* NAVD 88 ORTHO HEIGHT -   940.7   (meters)     3086.    (feet) VERTCON
 MM0552  ______________________________________________________________________
 MM0552  GEOID HEIGHT    -        -21.646 (meters)                     GEOID18
 MM0552  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 MM0552  HORZ ORDER      -  THIRD
 MM0552
 MM0552.The horizontal coordinates were established by classical geodetic methods
 MM0552.and adjusted by the National Geodetic Survey in August 1997.
 MM0552
 MM0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0552
 MM0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0552.GEOID18 height accuracy estimate available here.
 MM0552
 MM0552.Click photographs - Photos may exist for this station.
 MM0552
 MM0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0552
 MM0552. The following values were computed from the NAD 83(1995) position.
 MM0552
 MM0552;                    North         East     Units Scale Factor Converg.
 MM0552;SPC NE       -   142,709.950   386,106.030   MT  0.99968224   -0 53 56.1
 MM0552;SPC NE       -   468,207.56  1,266,749.53   sFT  0.99968224   -0 53 56.1
 MM0552;UTM  14      - 4,553,717.601   302,142.357   MT  1.00008183   -1 32 59.7
 MM0552
 MM0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0552!SPC NE       -   0.99985586  x   0.99968224  =   0.99953814
 MM0552!UTM  14      -   0.99985586  x   1.00008183  =   0.99993768
 MM0552
 MM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0214253717(NAD 83)
 MM0552
 MM0552                          SUPERSEDED SURVEY CONTROL
 MM0552
 MM0552  NAD 83(1986)-  41 06 38.37928(N)    101 21 23.25782(W) AD(       ) 3
 MM0552  NGVD 29 (02/17/94)  940.3    (m)         3085.     (f) VERT ANG       
 MM0552
 MM0552.Superseded values are not recommended for survey control.
 MM0552
 MM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0552.See file dsdata.pdf to determine how the superseded data were derived.
 MM0552
 MM0552_MARKER: DZ = AZIMUTH MARK DISK
 MM0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0552_SP_SET: BRIDGE ABUTMENT
 MM0552_STAMPING: 80-20 2 1986
 MM0552_MARK LOGO: NGS
 MM0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0552+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MM0552
 MM0552  HISTORY     - Date     Condition        Report By
 MM0552  HISTORY     - 1986     MONUMENTED       NGS
 MM0552
 MM0552                          STATION DESCRIPTION
 MM0552
 MM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 MM0552'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH FROM PAXTON, AT THE
 MM0552'SOUTHWEST CORNER OF THE OVERPASS BRIDGE OF THE ACCESS ROAD TO PAXTON
 MM0552'FROM INTERSTATE HIGHWAY 80.
 MM0552'TO REACH FROM THE PAXTON POST OFFICE, GO SOUTH ON THE MAIN STREET FOR
 MM0552'1.45 KM (0.90 MI) TO THE STATION ON THE LEFT, AT THE SOUTHWEST CORNER
 MM0552'OF THE OVERPASS BRIDGE.
 MM0552'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE SOUTHWEST WINGWALL OF
 MM0552'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0471 ***********************************************************************
 MM0471  DESIGNATION -  80 20 A AZ MK
 MM0471  PID         -  MM0471
 MM0471  STATE/COUNTY-  NE/KEITH
 MM0471  COUNTRY     -  US
 MM0471  USGS QUAD   -  OGALLALA SE (2017)
 MM0471
 MM0471                         *CURRENT SURVEY CONTROL
 MM0471  ______________________________________________________________________
 MM0471* NAD 83(1995) POSITION- 41 06 20.61690(N) 101 31 09.77425(W)   ADJUSTED
 MM0471* NAVD 88 ORTHO HEIGHT -   952.    (meters)     3123.    (feet) VERTCON
 MM0471  ______________________________________________________________________
 MM0471  GEOID HEIGHT    -        -21.335 (meters)                     GEOID18
 MM0471  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 MM0471  HORZ ORDER      -  SECOND
 MM0471
 MM0471.The horizontal coordinates were established by classical geodetic methods
 MM0471.and adjusted by the National Geodetic Survey in August 1997.
 MM0471
 MM0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0471
 MM0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0471.GEOID18 height accuracy estimate available here.
 MM0471
 MM0471.Click photographs - Photos may exist for this station.
 MM0471
 MM0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0471
 MM0471. The following values were computed from the NAD 83(1995) position.
 MM0471
 MM0471;                    North         East     Units Scale Factor Converg.
 MM0471;SPC NE       -   142,389.831   372,418.073   MT  0.99968283   -1 00 24.8
 MM0471;SPC NE       -   467,157.30  1,221,841.63   sFT  0.99968283   -1 00 24.8
 MM0471;UTM  14      - 4,553,552.842   288,445.711   MT  1.00015086   -1 39 25.1
 MM0471
 MM0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0471!SPC NE       -   0.99985397  x   0.99968283  =   0.99953685
 MM0471!UTM  14      -   0.99985397  x   1.00015086  =   1.00000481
 MM0471
 MM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8844553552(NAD 83)
 MM0471
 MM0471                          SUPERSEDED SURVEY CONTROL
 MM0471
 MM0471  NAD 83(1986)-  41 06 20.61850(N)    101 31 09.77952(W) AD(       ) 2
 MM0471  NAD 27      -  41 06 20.64446(N)    101 31 08.16622(W) AD(       ) 2
 MM0471  NGVD 29 (07/19/86)  952.     (m)         3123.     (f) VERT ANG       
 MM0471
 MM0471.Superseded values are not recommended for survey control.
 MM0471
 MM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0471.See file dsdata.pdf to determine how the superseded data were derived.
 MM0471
 MM0471_MARKER: DZ = AZIMUTH MARK DISK
 MM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0471+STABILITY: SURFACE MOTION
 MM0471
 MM0471  HISTORY     - Date     Condition        Report By
 MM0471  HISTORY     - 1963     MONUMENTED       NEDR
 MM0471  HISTORY     - 19980711 GOOD             USPSQD
 MM0471
 MM0471                          STATION DESCRIPTION
 MM0471
 MM0471'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0471'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0471'AZIMUTH MARK DISK STAMPED 80-20A, 1962 WHICH IS SET IN THE
 MM0471'TOP OF A 6-INCH CONCRETE POST.  IT IS SET 0.3 FOOT ABOVE
 MM0471'THE GROUND ELEVATION, 1.9 FEET NORTH OF WITNESS POST, 23.7
 MM0471'FEET NORTH OF CORNER FENCE POST, 58.9 FEET NORTHWEST FROM THE
 MM0471'CENTER OF THE INTERSECTION OF THE COUNTY ROAD AND FIELD DRIVE
 MM0471'TO THE NORTH.  THE MONUMENT IS SET ON THE WEST SIDE OF THE
 MM0471'FIELD DRIVE.  THE FIELD DRIVE IS ON THE SECTION LINE BETWEEN
 MM0471'SECTIONS 11 AND 12, T13N, R37W.
 MM0471'
 MM0471'TO REACH THE AZIMUTH MARK FROM STATION 80-20A NEDR, PROCEED 0.6 MILE
 MM0471'WEST ON EAST-WEST COUNTY ROAD TO A FIELD DRIVE ON THE NORTH
 MM0471'SIDE OF THE COUNTY ROAD AND THE MONUMENT SET IN THE NORTHWEST
 MM0471'QUADRANT OF THE INTERSECTION.
 MM0471
 MM0471                          STATION RECOVERY (1998)
 MM0471
 MM0471'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0463 ***********************************************************************
 MM0463  DESIGNATION -  80 20 AZ MK
 MM0463  PID         -  MM0463
 MM0463  STATE/COUNTY-  NE/KEITH
 MM0463  COUNTRY     -  US
 MM0463  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0463
 MM0463                         *CURRENT SURVEY CONTROL
 MM0463  ______________________________________________________________________
 MM0463* NAD 83(1995) POSITION- 41 06 25.20827(N) 101 21 23.76584(W)   ADJUSTED
 MM0463* NAVD 88 ORTHO HEIGHT -   944.    (meters)     3097.    (feet) VERTCON
 MM0463  ______________________________________________________________________
 MM0463  GEOID HEIGHT    -        -21.649 (meters)                     GEOID18
 MM0463  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 MM0463  HORZ ORDER      -  SECOND
 MM0463
 MM0463.The horizontal coordinates were established by classical geodetic methods
 MM0463.and adjusted by the National Geodetic Survey in August 1997.
 MM0463
 MM0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0463
 MM0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0463.GEOID18 height accuracy estimate available here.
 MM0463
 MM0463.Click photographs - Photos may exist for this station.
 MM0463
 MM0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0463
 MM0463. The following values were computed from the NAD 83(1995) position.
 MM0463
 MM0463;                    North         East     Units Scale Factor Converg.
 MM0463;SPC NE       -   142,304.067   386,087.692   MT  0.99968268   -0 53 56.5
 MM0463;SPC NE       -   466,875.93  1,266,689.37   sFT  0.99968268   -0 53 56.5
 MM0463;UTM  14      - 4,553,311.791   302,119.399   MT  1.00008194   -1 32 59.6
 MM0463
 MM0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0463!SPC NE       -   0.99985528  x   0.99968268  =   0.99953801
 MM0463!UTM  14      -   0.99985528  x   1.00008194  =   0.99993721
 MM0463
 MM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0211953311(NAD 83)
 MM0463
 MM0463                          SUPERSEDED SURVEY CONTROL
 MM0463
 MM0463  NAD 83(1986)-  41 06 25.21037(N)    101 21 23.77079(W) AD(       ) 2
 MM0463  NAD 27      -  41 06 25.23282(N)    101 21 22.17821(W) AD(       ) 2
 MM0463  NGVD 29 (07/19/86)  944.     (m)         3097.     (f) VERT ANG       
 MM0463
 MM0463.Superseded values are not recommended for survey control.
 MM0463
 MM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0463.See file dsdata.pdf to determine how the superseded data were derived.
 MM0463
 MM0463_MARKER: DD = SURVEY DISK
 MM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0463_STAMPING: 80-20 1963
 MM0463_MARK LOGO: NEDR
 MM0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0463+STABILITY: SURFACE MOTION
 MM0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0463+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1986
 MM0463
 MM0463  HISTORY     - Date     Condition        Report By
 MM0463  HISTORY     - 1963     MONUMENTED       NEDR
 MM0463  HISTORY     - 1963     GOOD             NEDR
 MM0463  HISTORY     - 19860519 SEE DESCRIPTION  NGS
 MM0463
 MM0463                          STATION DESCRIPTION
 MM0463
 MM0463'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0463'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0463'TRIANGULATION DISK STAMPED 80-20, 1962 SET IN THE TOP OF A
 MM0463'6-INCH CONCRETE POST THAT PROTRUDES 0.35 FOOT ABOVE THE GROUND.
 MM0463'IT IS 4.85 FEET WEST FROM THE NORTH-SOUTH FENCE, 7.45 FEET
 MM0463'SOUTH OF POWER POLE, 27.3 FEET SOUTH OF FENCE CORNER AND 1.8
 MM0463'FEET SOUTH OF WITNESS POST.
 MM0463'
 MM0463'TO REACH THE AZIMUTH MARK FROM STATION 80-20 NEDR, PROCEED 0.5 MILES
 MM0463'EAST ON CANAL ROAD TO INTERSECTION, MARK IS WEST OF NORTH-SOUTH
 MM0463'OILED ROAD AND NORTH OF CANAL ROAD IN THE NORTHWEST QUADRANT
 MM0463'OF THE INTERSECTION.
 MM0463
 MM0463                          STATION RECOVERY (1963)
 MM0463
 MM0463'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1963
 MM0463'RECOVERED IN GOOD CONDITION.
 MM0463
 MM0463                          STATION RECOVERY (1986)
 MM0463
 MM0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0463'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MEASUREMENTS PLACE
 MM0463'THE MARK IN A GRADED ROAD.  IT HAS, IN ALL PROBABILITY, BEEN
 MM0463'DESTROYED.  IT HAS BEEN REPLACED WITH--80-20 2 AZ MK.  FOR FURTHER
 MM0463'DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0472 ***********************************************************************
 MM0472  DESIGNATION -  80 20A
 MM0472  PID         -  MM0472
 MM0472  STATE/COUNTY-  NE/KEITH
 MM0472  COUNTRY     -  US
 MM0472  USGS QUAD   -  OGALLALA SE (2017)
 MM0472
 MM0472                         *CURRENT SURVEY CONTROL
 MM0472  ______________________________________________________________________
 MM0472* NAD 83(1995) POSITION- 41 06 20.38352(N) 101 30 29.55939(W)   ADJUSTED
 MM0472* NAVD 88 ORTHO HEIGHT -   965.6   (meters)     3168.    (feet) VERTCON
 MM0472  ______________________________________________________________________
 MM0472  GEOID HEIGHT    -        -21.357 (meters)                     GEOID18
 MM0472  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 MM0472  HORZ ORDER      -  SECOND
 MM0472
 MM0472.The horizontal coordinates were established by classical geodetic methods
 MM0472.and adjusted by the National Geodetic Survey in August 1997.
 MM0472
 MM0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0472
 MM0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0472.GEOID18 height accuracy estimate available here.
 MM0472
 MM0472.Click photographs - Photos may exist for this station.
 MM0472
 MM0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0472
 MM0472. The following values were computed from the NAD 83(1995) position.
 MM0472
 MM0472;                    North         East     Units Scale Factor Converg.
 MM0472;SPC NE       -   142,366.211   373,355.859   MT  0.99968284   -0 59 58.2
 MM0472;SPC NE       -   467,079.81  1,224,918.35   sFT  0.99968284   -0 59 58.2
 MM0472;UTM  14      - 4,553,518.567   289,383.606   MT  1.00014598   -1 38 58.7
 MM0472
 MM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0472!SPC NE       -   0.99985191  x   0.99968284  =   0.99953480
 MM0472!UTM  14      -   0.99985191  x   1.00014598  =   0.99999787
 MM0472
 MM0472:                Primary Azimuth Mark                     Grid Az
 MM0472:SPC NE       -  80 20                                    090 13 08.6
 MM0472:UTM  14      -  80 20                                    090 52 09.1
 MM0472
 MM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8938353518(NAD 83)
 MM0472
 MM0472|---------------------------------------------------------------------|
 MM0472| PID    Reference Object                     Distance      Geod. Az  |
 MM0472|                                                           dddmmss.s |
 MM0472| MM0462 80 20                               APPROX.12.0 KM 0891310.4 |
 MM0472| CP7198 80 20A RM 1                           8.312 METERS 11147     |
 MM0472| CP7199 80 20A RM 2                          10.125 METERS 25232     |
 MM0472| MM0471 80 20 A AZ MK                       APPROX. 0.9 KM 2702635.8 |
 MM0472|---------------------------------------------------------------------|
 MM0472
 MM0472                          SUPERSEDED SURVEY CONTROL
 MM0472
 MM0472  NAD 83(1986)-  41 06 20.38515(N)    101 30 29.56461(W) AD(       ) 2
 MM0472  NAD 27      -  41 06 20.41088(N)    101 30 27.95257(W) AD(       ) 2
 MM0472  NGVD 29 (07/19/86)  965.2    (m)         3167.     (f) VERT ANG       
 MM0472
 MM0472.Superseded values are not recommended for survey control.
 MM0472
 MM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0472.See file dsdata.pdf to determine how the superseded data were derived.
 MM0472
 MM0472_MARKER: DD = SURVEY DISK
 MM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0472_STAMPING: 80-20A 1962
 MM0472_MARK LOGO: NEDR
 MM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0472+STABILITY: SURFACE MOTION
 MM0472
 MM0472  HISTORY     - Date     Condition        Report By
 MM0472  HISTORY     - 1962     MONUMENTED       NEDR
 MM0472  HISTORY     - 1971     GOOD             USGS
 MM0472  HISTORY     - 1985     GOOD             DMA
 MM0472  HISTORY     - 19980711 GOOD             USPSQD
 MM0472
 MM0472                          STATION DESCRIPTION
 MM0472
 MM0472'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0472'STATION IS LOCATED ABOUT 4.0 MILES EAST AND 1.6 MILE SOUTH
 MM0472'OF THE HULL GRAIN ELEVATOR AT ROSCOE IN S.E. 1/4 OF SECTION
 MM0472'12, T13N, R37W.
 MM0472'
 MM0472'TO REACH THE STATION FROM THE HULL GRAIN ELEVATOR, PROCEED
 MM0472'0.4 MILE EAST ON HIGHWAY 30, TURN RIGHT (SOUTH) ON SECTION
 MM0472'LINE ROAD AND PROCEED FOR 1.6 MILE TO INTERSECTION OF SECTION
 MM0472'LINE ROAD, TURN LEFT (EAST) AND PROCEED FOR 3.6 MILES TO
 MM0472'TOP OF HILL AND STATION ON THE LEFT.  STATION IS ON THE HIGHEST
 MM0472'POINT IN THE PASTURE ON THE NORTH SIDE OF THE ROAD,
 MM0472'APPROXIMATELY EIGHT FEET NORTH OF THE EAST-WEST FENCE.
 MM0472'
 MM0472'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'TRIANGULATION DISK STAMPED 80-20A, 1962 WHICH IS SET FLUSH
 MM0472'WITH THE GROUND 8.2 FEET NORTH OF EAST-WEST FENCE LINE, 8.5
 MM0472'FEET NORTH-NORTHEAST FROM POWER POLE, 41.0 FEET NORTH OF
 MM0472'CENTERLINE OF ROAD, 2.6 FEET SOUTH OF WITNESS POST.  THE
 MM0472'MONUMENT IS ABOUT 520 FEET EAST OF A FIELD ENTRANCE ON THE
 MM0472'NORTH SIDE OF COUNTY ROAD, ABOUT 450 FEET EAST OF A COUNTY
 MM0472'ROAD RUNNING SOUTH AND 423 FEET EAST OF THE SOUTH QUARTER
 MM0472'CORNER SEC. 12, T13N, R37W.
 MM0472'
 MM0472'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'REFERENCE MARK DISK STAMPED 80-20A, R.M. 1 THAT PROTRUDES 0.2
 MM0472'FOOT ABOVE THE GROUND.  IT IS SET ALONG THE EAST-WEST FENCE
 MM0472'LINE, 30.0 FEET EAST OF POWER POLE, 27.3 FEET SOUTHWEST OF
 MM0472'STATION AND 1.9 FEET SOUTH OF FENCE.
 MM0472'
 MM0472'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'REFERENCE MARK DISK STAMPED 80-20A, R.M. 2 WHICH PROTRUDES 0.2
 MM0472'ABOVE THE GROUND.  IT IS SET 27.5 FEET WEST OF POWER POLE, 2.15
 MM0472'FEET SOUTH OF FENCE AND 33.2 FEET SOUTHWEST OF STATION.
 MM0472'
 MM0472'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'AZIMUTH MARK DISK STAMPED 80-20A, 1962 WHICH IS SET IN THE
 MM0472'TOP OF A 6-INCH CONCRETE POST.  IT IS SET 0.3 FOOT ABOVE
 MM0472'THE GROUND ELEVATION, 1.9 FEET NORTH OF WITNESS POST, 23.7
 MM0472'FEET NORTH OF CORNER FENCE POST, 58.9 FEET NORTHWEST FROM THE
 MM0472'CENTER OF THE INTERSECTION OF THE COUNTY ROAD AND FIELD DRIVE
 MM0472'TO THE NORTH.  THE MONUMENT IS SET ON THE WEST SIDE OF THE
 MM0472'FIELD DRIVE.  THE FIELD DRIVE IS ON THE SECTION LINE BETWEEN
 MM0472'SECTIONS 11 AND 12, T13N, R37W.
 MM0472'
 MM0472'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.6 MILE
 MM0472'WEST ON EAST-WEST COUNTY ROAD TO A FIELD DRIVE ON THE NORTH
 MM0472'SIDE OF THE COUNTY ROAD AND THE MONUMENT SET IN THE NORTHWEST
 MM0472'QUADRANT OF THE INTERSECTION.
 MM0472
 MM0472                          STATION RECOVERY (1971)
 MM0472
 MM0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0472'STA. MK. WAS FOUND AS DESCRIBED.
 MM0472'
 MM0472'AZ. MK. AND BOTH REF. MKS. APPEAR TO BE DESTROYED BY ROAD
 MM0472'CONSTRUCTION.
 MM0472
 MM0472                          STATION RECOVERY (1985)
 MM0472
 MM0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MM0472'80-20 A 1962 FOUND GOOD.
 MM0472'80-20 A RM 1 FOUND GOOD.
 MM0472'80-20 A RM 2 FOUND DISTURBED (DISK MISSING).
 MM0472'
 MM0472'AZIMUTH MARK NOT SEARCHED FOR.
 MM0472'
 MM0472'TO REACH ADEQUATE.
 MM0472
 MM0472                          STATION RECOVERY (1998)
 MM0472
 MM0472'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0470 ***********************************************************************
 MM0470  DESIGNATION -  80 21
 MM0470  PID         -  MM0470
 MM0470  STATE/COUNTY-  NE/KEITH
 MM0470  COUNTRY     -  US
 MM0470  USGS QUAD   -  OGALLALA SE (2017)
 MM0470
 MM0470                         *CURRENT SURVEY CONTROL
 MM0470  ______________________________________________________________________
 MM0470* NAD 83(1995) POSITION- 41 05 26.42008(N) 101 35 45.26157(W)   ADJUSTED
 MM0470* NAVD 88 ORTHO HEIGHT -  1009.6   (meters)     3312.    (feet) VERTCON
 MM0470  ______________________________________________________________________
 MM0470  GEOID HEIGHT    -        -21.206 (meters)                     GEOID18
 MM0470  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 MM0470  HORZ ORDER      -  SECOND
 MM0470
 MM0470.The horizontal coordinates were established by classical geodetic methods
 MM0470.and adjusted by the National Geodetic Survey in August 1997.
 MM0470
 MM0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0470
 MM0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0470.GEOID18 height accuracy estimate available here.
 MM0470
 MM0470.Click photographs - Photos may exist for this station.
 MM0470
 MM0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0470
 MM0470. The following values were computed from the NAD 83(1995) position.
 MM0470
 MM0470;                    North         East     Units Scale Factor Converg.
 MM0470;SPC NE       -   140,834.501   365,962.222   MT  0.99968469   -1 03 27.4
 MM0470;SPC NE       -   462,054.53  1,200,661.06   sFT  0.99968469   -1 03 27.4
 MM0470;UTM  14      - 4,552,070.095   281,969.505   MT  1.00018510   -1 42 24.6
 MM0470
 MM0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0470!SPC NE       -   0.99984498  x   0.99968469  =   0.99952972
 MM0470!UTM  14      -   0.99984498  x   1.00018510  =   1.00003006
 MM0470
 MM0470:                Primary Azimuth Mark                     Grid Az
 MM0470:SPC NE       -  80 21 AZ MK                              000 08 21.4
 MM0470:UTM  14      -  80 21 AZ MK                              000 47 18.6
 MM0470
 MM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8196952070(NAD 83)
 MM0470
 MM0470|---------------------------------------------------------------------|
 MM0470| PID    Reference Object                     Distance      Geod. Az  |
 MM0470|                                                           dddmmss.s |
 MM0470| CP7200 80 21 RM 1                           21.336 METERS 15758     |
 MM0470| CP7201 80 21 RM 2                           46.607 METERS 34040     |
 MM0470| MM0469 80 21 AZ MK                         APPROX. 0.8 KM 3590454.0 |
 MM0470|---------------------------------------------------------------------|
 MM0470
 MM0470                          SUPERSEDED SURVEY CONTROL
 MM0470
 MM0470  NAD 83(1986)-  41 05 26.42118(N)    101 35 45.26681(W) AD(       ) 2
 MM0470  NAD 27      -  41 05 26.44987(N)    101 35 43.64843(W) AD(       ) 2
 MM0470  NGVD 29 (07/19/86) 1009.2    (m)         3311.     (f) VERT ANG       
 MM0470
 MM0470.Superseded values are not recommended for survey control.
 MM0470
 MM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0470.See file dsdata.pdf to determine how the superseded data were derived.
 MM0470
 MM0470_MARKER: DS = TRIANGULATION STATION DISK
 MM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0470_STAMPING: 80-21 1962
 MM0470_MARK LOGO: NEDR
 MM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0470+STABILITY: SURFACE MOTION
 MM0470
 MM0470  HISTORY     - Date     Condition        Report By
 MM0470  HISTORY     - 1962     MONUMENTED       NEDR
 MM0470  HISTORY     - 1971     GOOD             USGS
 MM0470  HISTORY     - 19980711 GOOD             USPSQD
 MM0470
 MM0470                          STATION DESCRIPTION
 MM0470
 MM0470'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0470'STATION IS LOCATED ABOUT 2.7 MILES SOUTH AND 0.6 MILE WEST
 MM0470'OF THE HULL GRAIN ELEVATOR AT ROSCOE IN THE N.W. 1/4 OF
 MM0470'SECTION 20, T13N, R37W.
 MM0470'
 MM0470'TO REACH THE STATION FROM THE HULL GRAIN ELEVATOR AT ROSCOE
 MM0470'PROCEED EAST ON HIGHWAY 30 FOR 0.4 MILE, TURN RIGHT (SOUTH)
 MM0470'AT THE SECTION LINE ROAD AND PROCEED FOR 1.6 MILE, TURN RIGHT
 MM0470'(WEST) AND CONTINUE ON COUNTY ROAD FOR 1.0 MILE, TURN LEFT
 MM0470'(SOUTH) AND PROCEED FOR 1.1 MILE ON COUNTY ROAD TO THE TOP
 MM0470'OF THE HILL.  STATION IS ON THE EAST SHOULDER OF THE COUNTY
 MM0470'ROAD.
 MM0470'
 MM0470'STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0470'DISK STAMPED 80-21, 1962 THAT IS BURIED 1.2 FEET BELOW THE
 MM0470'ROAD ELEVATION.  IT IS 26.0 FEET WEST FROM A WITNESS POST,
 MM0470'9.0 FEET EAST OF THE CENTERLINE OF ROAD.
 MM0470'
 MM0470'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0470'REFERENCE MARK DISK STAMPED 80-21 R.M. 1 WHICH PROTRUDES 0.3
 MM0470'FOOT ABOVE THE GROUND AND IS 1.9 FEET SOUTH OF WITNESS POST
 MM0470'AND 35.1 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MM0470'
 MM0470'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0470'REFERENCE MARK DISK STAMPED 80-21 R.M. 2 WHICH PROJECTS 0.35
 MM0470'FOOT ABOVE THE GROUND AND IS 2.75 FEET EAST OF POWER POLE
 MM0470'AND 42.2 FEET WEST OF THE CENTERLINE OF ROAD.
 MM0470'
 MM0470'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0470'AZIMUTH MARK DISK SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 MM0470'POST, WHICH PROTRUDES 0.2 FOOT ABOVE THE GROUND LEVEL.  IT IS
 MM0470'2.8 FEET EAST OF FENCE LINE, 2.9 FEET EASTERLY FROM FENCE
 MM0470'CORNER POST, 34.8 FEET WEST OF CENTERLINE OF ROAD, 2.0 FEET
 MM0470'EAST OF WITNESS POST.
 MM0470'
 MM0470'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 MM0470'COUNTY ROAD FOR 0.55 MILE.  MARK IS IN THE WEST DITCH ABOUT
 MM0470'3 FEET EAST OF NORTH-SOUTH FENCE.
 MM0470
 MM0470                          STATION RECOVERY (1971)
 MM0470
 MM0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0470'STA. MK. WAS FOUND AS DESCRIBED.
 MM0470'
 MM0470'REF. MK. 1 POST IS IN PLACE BUT TABLET IS GONE.
 MM0470'
 MM0470'REF. MK. 2 WAS NOT FOUND.
 MM0470'
 MM0470'AZ. MK. WAS FOUND AS DESCRIBED.
 MM0470
 MM0470                          STATION RECOVERY (1998)
 MM0470
 MM0470'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0475 ***********************************************************************
 MM0475  DESIGNATION -  80 21 A AZ MK
 MM0475  PID         -  MM0475
 MM0475  STATE/COUNTY-  NE/KEITH
 MM0475  COUNTRY     -  US
 MM0475  USGS QUAD   -  OGALLALA SW (2017)
 MM0475
 MM0475                         *CURRENT SURVEY CONTROL
 MM0475  ______________________________________________________________________
 MM0475* NAD 83(1995) POSITION- 41 04 50.62071(N) 101 40 20.55718(W)   ADJUSTED
 MM0475* NAVD 88 ORTHO HEIGHT -  1037.    (meters)     3402.    (feet) VERTCON
 MM0475  ______________________________________________________________________
 MM0475  GEOID HEIGHT    -        -21.086 (meters)                     GEOID18
 MM0475  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 MM0475  HORZ ORDER      -  SECOND
 MM0475
 MM0475.The horizontal coordinates were established by classical geodetic methods
 MM0475.and adjusted by the National Geodetic Survey in August 1997.
 MM0475
 MM0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0475
 MM0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0475.GEOID18 height accuracy estimate available here.
 MM0475
 MM0475.Click photographs - Photos may exist for this station.
 MM0475
 MM0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0475
 MM0475. The following values were computed from the NAD 83(1995) position.
 MM0475
 MM0475;                    North         East     Units Scale Factor Converg.
 MM0475;SPC NE       -   139,852.083   359,518.964   MT  0.99968595   -1 06 29.8
 MM0475;SPC NE       -   458,831.38  1,179,521.80   sFT  0.99968595   -1 06 29.8
 MM0475;UTM  14      - 4,551,160.238   275,512.196   MT  1.00022028   -1 45 24.5
 MM0475
 MM0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0475!SPC NE       -   0.99984060  x   0.99968595  =   0.99952660
 MM0475!UTM  14      -   0.99984060  x   1.00022028  =   1.00006085
 MM0475
 MM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7551251160(NAD 83)
 MM0475
 MM0475                          SUPERSEDED SURVEY CONTROL
 MM0475
 MM0475  NAD 83(1986)-  41 04 50.62134(N)    101 40 20.56237(W) AD(       ) 2
 MM0475  NAD 27      -  41 04 50.65194(N)    101 40 18.93715(W) AD(       ) 2
 MM0475  NGVD 29 (07/19/86) 1037.     (m)         3402.     (f) VERT ANG       
 MM0475
 MM0475.Superseded values are not recommended for survey control.
 MM0475
 MM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0475.See file dsdata.pdf to determine how the superseded data were derived.
 MM0475
 MM0475_MARKER: DZ = AZIMUTH MARK DISK
 MM0475_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0475_STAMPING: 80-21A 1962
 MM0475_MARK LOGO: NEDR
 MM0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0475
 MM0475  HISTORY     - Date     Condition        Report By
 MM0475  HISTORY     - 1962     MONUMENTED       NEDR
 MM0475  HISTORY     - 19980711 GOOD             USPSQD
 MM0475
 MM0475                          STATION DESCRIPTION
 MM0475
 MM0475'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0475'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0475'MARK DISK STAMPED 80-21A, 1962 SET IN THE TOP OF A 6-INCH
 MM0475'ROUND CONCRETE POST, WHICH PROTRUDES 0.25 FOOT ABOVE THE GROUND
 MM0475'LEVEL.  IT IS 2.35 FEET WEST OF FENCE LINE, 27.6 FEET EAST OF
 MM0475'CENTERLINE OF ROAD AND 1.7 FEET WEST OF WITNESS POST.
 MM0475'
 MM0475'TO REACH THE AZIMUTH MARK FROM STATION 80-21A NEDR PROCEED SOUTH ON
 MM0475'SECTION LINE ROAD FOR 0.4 MILE TO MARK ON THE EAST SIDE OF THE
 MM0475'ROAD, 2.0 FEET WEST OF THE NORTH-SOUTH FENCE.
 MM0475
 MM0475                          STATION RECOVERY (1998)
 MM0475
 MM0475'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0469 ***********************************************************************
 MM0469  DESIGNATION -  80 21 AZ MK
 MM0469  PID         -  MM0469
 MM0469  STATE/COUNTY-  NE/KEITH
 MM0469  COUNTRY     -  US
 MM0469  USGS QUAD   -  OGALLALA SE (2017)
 MM0469
 MM0469                         *CURRENT SURVEY CONTROL
 MM0469  ______________________________________________________________________
 MM0469* NAD 83(1995) POSITION- 41 05 53.89470(N) 101 35 45.84374(W)   ADJUSTED
 MM0469* NAVD 88 ORTHO HEIGHT -   984.    (meters)     3228.    (feet) VERTCON
 MM0469  ______________________________________________________________________
 MM0469  GEOID HEIGHT    -        -21.194 (meters)                     GEOID18
 MM0469  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 MM0469  HORZ ORDER      -  SECOND
 MM0469
 MM0469.The horizontal coordinates were established by classical geodetic methods
 MM0469.and adjusted by the National Geodetic Survey in August 1997.
 MM0469
 MM0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0469
 MM0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0469.GEOID18 height accuracy estimate available here.
 MM0469
 MM0469.Click photographs - Photos may exist for this station.
 MM0469
 MM0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0469
 MM0469. The following values were computed from the NAD 83(1995) position.
 MM0469
 MM0469;                    North         East     Units Scale Factor Converg.
 MM0469;SPC NE       -   141,681.899   365,964.282   MT  0.99968374   -1 03 27.8
 MM0469;SPC NE       -   464,834.70  1,200,667.82   sFT  0.99968374   -1 03 27.8
 MM0469;UTM  14      - 4,552,917.840   281,981.175   MT  1.00018504   -1 42 25.9
 MM0469
 MM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0469!SPC NE       -   0.99984893  x   0.99968374  =   0.99953272
 MM0469!UTM  14      -   0.99984893  x   1.00018504  =   1.00003395
 MM0469
 MM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8198152917(NAD 83)
 MM0469
 MM0469                          SUPERSEDED SURVEY CONTROL
 MM0469
 MM0469  NAD 83(1986)-  41 05 53.89585(N)    101 35 45.84906(W) AD(       ) 2
 MM0469  NAD 27      -  41 05 53.92485(N)    101 35 44.23010(W) AD(       ) 2
 MM0469  NGVD 29 (07/19/86)  984.     (m)         3228.     (f) VERT ANG       
 MM0469
 MM0469.Superseded values are not recommended for survey control.
 MM0469
 MM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0469.See file dsdata.pdf to determine how the superseded data were derived.
 MM0469
 MM0469_MARKER: DZ = AZIMUTH MARK DISK
 MM0469_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0469_STAMPING: 80-21 1962
 MM0469_MARK LOGO: NEDR
 MM0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0469
 MM0469  HISTORY     - Date     Condition        Report By
 MM0469  HISTORY     - 1962     MONUMENTED       NEDR
 MM0469  HISTORY     - 19980711 GOOD             USPSQD
 MM0469
 MM0469                          STATION DESCRIPTION
 MM0469
 MM0469'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0469'TO REACH STATION 80-21 NEDR FROM THE HULL GRAIN ELEVATOR AT ROSCOE
 MM0469'PROCEED EAST ON HIGHWAY 30 FOR 0.4 MILE, TURN RIGHT (SOUTH)
 MM0469'AT THE SECTION LINE ROAD AND PROCEED FOR 1.6 MILE, TURN RIGHT
 MM0469'(WEST) AND CONTINUE ON COUNTY ROAD FOR 1.0 MILE, TURN LEFT
 MM0469'(SOUTH) AND PROCEED FOR 1.1 MILE ON COUNTY ROAD TO THE TOP
 MM0469'OF THE HILL.  STATION IS ON THE EAST SHOULDER OF THE COUNTY
 MM0469'ROAD.
 MM0469'
 MM0469'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0469'AZIMUTH MARK DISK SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 MM0469'POST, WHICH PROTRUDES 0.2 FOOT ABOVE THE GROUND LEVEL.  IT IS
 MM0469'2.8 FEET EAST OF FENCE LINE, 2.9 FEET EASTERLY FROM FENCE
 MM0469'CORNER POST, 34.8 FEET WEST OF CENTERLINE OF ROAD, 2.0 FEET
 MM0469'EAST OF WITNESS POST.
 MM0469'
 MM0469'TO REACH THE AZIMUTH MARK FROM STATION 80-21 NEDR, PROCEED NORTH ON
 MM0469'COUNTY ROAD FOR 0.55 MILE.  MARK IS IN THE WEST DITCH ABOUT
 MM0469'3 FEET EAST OF NORTH-SOUTH FENCE.
 MM0469
 MM0469                          STATION RECOVERY (1998)
 MM0469
 MM0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0474 ***********************************************************************
 MM0474  DESIGNATION -  80 21A
 MM0474  PID         -  MM0474
 MM0474  STATE/COUNTY-  NE/KEITH
 MM0474  COUNTRY     -  US
 MM0474  USGS QUAD   -  OGALLALA SW (2017)
 MM0474
 MM0474                         *CURRENT SURVEY CONTROL
 MM0474  ______________________________________________________________________
 MM0474* NAD 83(1995) POSITION- 41 05 10.71089(N) 101 40 20.58156(W)   ADJUSTED
 MM0474* NAVD 88 ORTHO HEIGHT -  1034.5   (meters)     3394.    (feet) VERTCON
 MM0474  ______________________________________________________________________
 MM0474  GEOID HEIGHT    -        -21.076 (meters)                     GEOID18
 MM0474  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 MM0474  HORZ ORDER      -  SECOND
 MM0474
 MM0474.The horizontal coordinates were established by classical geodetic methods
 MM0474.and adjusted by the National Geodetic Survey in August 1997.
 MM0474
 MM0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0474
 MM0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0474.GEOID18 height accuracy estimate available here.
 MM0474
 MM0474.Click photographs - Photos may exist for this station.
 MM0474
 MM0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0474
 MM0474. The following values were computed from the NAD 83(1995) position.
 MM0474
 MM0474;                    North         East     Units Scale Factor Converg.
 MM0474;SPC NE       -   140,471.540   359,530.379   MT  0.99968524   -1 06 29.8
 MM0474;SPC NE       -   460,863.71  1,179,559.25   sFT  0.99968524   -1 06 29.8
 MM0474;UTM  14      - 4,551,779.858   275,530.632   MT  1.00022018   -1 45 25.2
 MM0474
 MM0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0474!SPC NE       -   0.99984106  x   0.99968524  =   0.99952635
 MM0474!UTM  14      -   0.99984106  x   1.00022018  =   1.00006120
 MM0474
 MM0474:                Primary Azimuth Mark                     Grid Az
 MM0474:SPC NE       -  80 21 A AZ MK                            181 03 20.4
 MM0474:UTM  14      -  80 21 A AZ MK                            181 42 15.8
 MM0474
 MM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7553051779(NAD 83)
 MM0474
 MM0474|---------------------------------------------------------------------|
 MM0474| PID    Reference Object                     Distance      Geod. Az  |
 MM0474|                                                           dddmmss.s |
 MM0474| CP7202 80 21A RM 1                          19.593 METERS 00303     |
 MM0474| CP7203 80 21A RM 2                          15.298 METERS 17535     |
 MM0474| MM0475 80 21 A AZ MK                       APPROX. 0.6 KM 1795650.6 |
 MM0474|---------------------------------------------------------------------|
 MM0474
 MM0474                          SUPERSEDED SURVEY CONTROL
 MM0474
 MM0474  NAD 83(1986)-  41 05 10.71156(N)    101 40 20.58681(W) AD(       ) 2
 MM0474  NAD 27      -  41 05 10.74227(N)    101 40 18.96130(W) AD(       ) 2
 MM0474  NGVD 29 (07/19/86) 1034.1    (m)         3393.     (f) VERT ANG       
 MM0474
 MM0474.Superseded values are not recommended for survey control.
 MM0474
 MM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0474.See file dsdata.pdf to determine how the superseded data were derived.
 MM0474
 MM0474_MARKER: DS = TRIANGULATION STATION DISK
 MM0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0474_STAMPING: 80-21A 1962
 MM0474_MARK LOGO: NEDR
 MM0474_PROJECTION: FLUSH
 MM0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0474+STABILITY: SURFACE MOTION
 MM0474
 MM0474  HISTORY     - Date     Condition        Report By
 MM0474  HISTORY     - 1962     MONUMENTED       NEDR
 MM0474  HISTORY     - 1971     GOOD             NGS
 MM0474  HISTORY     - 19980711 GOOD             USPSQD
 MM0474
 MM0474                          STATION DESCRIPTION
 MM0474
 MM0474'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0474'STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.4 MILES EAST
 MM0474'OF THE COURT HOUSE AT OGALLALA IN THE NW 1/4 OF SEC. 22,
 MM0474'T13N, R38W.
 MM0474'
 MM0474'TO REACH THE STATION FROM THE COURT HOUSE IN OGALLALA, PROCEED
 MM0474'SOUTH ON HIGHWAY 61 FOR 1.6 MILES (AT THIS POINT THERE IS A
 MM0474'CURVE IN HIGHWAY 61), PROCEED STRAIGHT SOUTH ON COUNTY ROAD
 MM0474'FOR ABOUT 900 FEET INSTEAD OF CONTINUING AROUND THE CURVE ON
 MM0474'HIGHWAY 61 TO AN EAST-WEST SECTION LINE ROAD, TURN LEFT (EAST)
 MM0474'ON SECTION LINE ROAD AND PROCEED FOR 2.4 MILES TO A NORTH-SOUTH
 MM0474'SECTION LINE ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR 1.4
 MM0474'MILE TO TOP OF HILL.  STATION IS AT TOP OF BACK SLOPE ON EAST
 MM0474'SIDE OF ROAD ABOUT 6 FT WEST OF N-S FENCE LINE, IN LINE WITH
 MM0474'E-W FENCE LINES ON BOTH SIDES OF ROAD.
 MM0474'
 MM0474'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0474'TRIANGULATION DISK STAMPED 80-21A, 1962 WHICH IS SET FLUSH
 MM0474'WITH THE GROUND, 5.75 FEET WEST OF NORTH-SOUTH FENCE LINE,
 MM0474'5.55 WEST OF CORNER FENCE POST, 27.85 EAST OF CENTERLINE OF
 MM0474'ROAD, 2.6 FEET WEST OF WITNESS POST, 57.85 FEET EAST OF CORNER
 MM0474'FENCE POST ON WEST SIDE OF ROAD.
 MM0474'
 MM0474'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0474'REFERENCE MARK DISK STAMPED 80-21A, R.M. 1 WHICH IS SET
 MM0474'ABOUT 0.3 FOOT ABOVE THE GROUND, 2.15 FEET WEST OF NORTH-SOUTH
 MM0474'FENCE LINE, 30.9 FEET EAST OF CENTERLINE OF ROAD.
 MM0474'
 MM0474'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0474'REFERENCE MARK DISK STAMPED 80-21, A R.M. 2 WHICH PROJECTS
 MM0474'0.2 FOOT ABOVE THE GROUND.  IT IS 1.15 FEET WEST OF NORTH-SOUTH
 MM0474'FENCE LINE, 30.8 FEET EAST OF THE CENTERLINE OF ROAD.
 MM0474'
 MM0474'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0474'MARK DISK STAMPED 80-21A, 1962 SET IN THE TOP OF A 6-INCH
 MM0474'ROUND CONCRETE POST, WHICH PROTRUDES 0.25 FOOT ABOVE THE GROUND
 MM0474'LEVEL.  IT IS 2.35 FEET WEST OF FENCE LINE, 27.6 FEET EAST OF
 MM0474'CENTERLINE OF ROAD AND 1.7 FEET WEST OF WITNESS POST.
 MM0474'
 MM0474'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON
 MM0474'SECTION LINE ROAD FOR 0.4 MILE TO MARK ON THE EAST SIDE OF THE
 MM0474'ROAD, 2.0 FEET WEST OF THE NORTH-SOUTH FENCE.
 MM0474
 MM0474                          STATION RECOVERY (1971)
 MM0474
 MM0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0474'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MM0474'
 MM0474'DUE TO THE CONSTRUCTION OF INTERSTATE 80 AND THE CHANGE OF STATE HWY
 MM0474'61, A NEW ROUTE DESCRIPTION IS REQUIRED.  TO REACH THE STATION FROM
 MM0474'THE JUNCTION OF U.S. HWY 30 AND STATE HWY 61 IN OGALLALA, NEB, GO
 MM0474'SOUTH ON HWY 61 (CROSSING OVERPASS ACROSS I-80) FOR 1.45 MILES TO
 MM0474'AN EAST-WEST SECTION ROAD.  TURN LEFT (EAST) ON SECTION ROAD FOR
 MM0474'2.4 MILES TO A NORTH-SOUTH SECTION ROAD.  TURN RIGHT (SOUTH) ON
 MM0474'SECTION ROAD FOR 1.4 MILES TO TOP OF HILL AND STATION ON THE LEFT.
 MM0474
 MM0474                          STATION RECOVERY (1998)
 MM0474
 MM0474'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0477 ***********************************************************************
 MM0477  DESIGNATION -  80 22
 MM0477  PID         -  MM0477
 MM0477  STATE/COUNTY-  NE/KEITH
 MM0477  COUNTRY     -  US
 MM0477  USGS QUAD   -  BRULE SE (2017)
 MM0477
 MM0477                         *CURRENT SURVEY CONTROL
 MM0477  ______________________________________________________________________
 MM0477* NAD 83(1995) POSITION- 41 04 24.88255(N) 101 45 25.80907(W)   ADJUSTED
 MM0477* NAVD 88 ORTHO HEIGHT -  1050.6   (meters)     3447.    (feet) VERTCON
 MM0477  ______________________________________________________________________
 MM0477  GEOID HEIGHT    -        -20.975 (meters)                     GEOID18
 MM0477  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 MM0477  HORZ ORDER      -  SECOND
 MM0477
 MM0477.The horizontal coordinates were established by classical geodetic methods
 MM0477.and adjusted by the National Geodetic Survey in August 1997.
 MM0477
 MM0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0477
 MM0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0477.GEOID18 height accuracy estimate available here.
 MM0477
 MM0477.Click photographs - Photos may exist for this station.
 MM0477
 MM0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0477
 MM0477. The following values were computed from the NAD 83(1995) position.
 MM0477
 MM0477;                    North         East     Units Scale Factor Converg.
 MM0477;SPC NE       -   139,199.772   352,381.177   MT  0.99968688   -1 09 52.1
 MM0477;SPC NE       -   456,691.25  1,156,103.91   sFT  0.99968688   -1 09 52.1
 MM0477;UTM  14      - 4,550,588.402   268,363.527   MT  1.00026042   -1 48 44.4
 MM0477
 MM0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0477!SPC NE       -   0.99983852  x   0.99968688  =   0.99952545
 MM0477!UTM  14      -   0.99983852  x   1.00026042  =   1.00009889
 MM0477
 MM0477:                Primary Azimuth Mark                     Grid Az
 MM0477:SPC NE       -  80 22 AZ MK                              020 03 38.9
 MM0477:UTM  14      -  80 22 AZ MK                              020 42 31.2
 MM0477
 MM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6836350588(NAD 83)
 MM0477
 MM0477|---------------------------------------------------------------------|
 MM0477| PID    Reference Object                     Distance      Geod. Az  |
 MM0477|                                                           dddmmss.s |
 MM0477| MM0473 80 22 AZ MK                         APPROX. 2.0 KM 0185346.8 |
 MM0477| CP7204 80 22 RM 1                          107.150 METERS 07706     |
 MM0477| CP7205 80 22 RM 2                          120.646 METERS 11702     |
 MM0477|---------------------------------------------------------------------|
 MM0477
 MM0477                          SUPERSEDED SURVEY CONTROL
 MM0477
 MM0477  NAD 83(1986)-  41 04 24.88239(N)    101 45 25.81397(W) AD(       ) 2
 MM0477  NAD 27      -  41 04 24.91388(N)    101 45 24.18268(W) AD(       ) 2
 MM0477  NGVD 29 (07/19/86) 1050.2    (m)         3446.     (f) VERT ANG       
 MM0477
 MM0477.Superseded values are not recommended for survey control.
 MM0477
 MM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0477.See file dsdata.pdf to determine how the superseded data were derived.
 MM0477
 MM0477_MARKER: DS = TRIANGULATION STATION DISK
 MM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0477_STAMPING: 80-22 1962
 MM0477_MARK LOGO: NEDR
 MM0477_PROJECTION: RECESSED 9 CENTIMETERS
 MM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0477+STABILITY: SURFACE MOTION
 MM0477
 MM0477  HISTORY     - Date     Condition        Report By
 MM0477  HISTORY     - 1962     MONUMENTED       NEDR
 MM0477  HISTORY     - 19980711 GOOD             USPSQD
 MM0477
 MM0477                          STATION DESCRIPTION
 MM0477
 MM0477'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0477'STATION IS LOCATED ABOUT 3.8 MILES SOUTH AND 1.9 MILES WEST
 MM0477'OF THE COURT HOUSE AT OGALLALA IN THE NE 1/4 OF SECTION 26,
 MM0477'T13N, R39W.
 MM0477'
 MM0477'TO REACH THE STATION FROM THE COURT HOUSE AT OGALLALA, PROCEED
 MM0477'1.6 MILE SOUTH ON HIGHWAY 61 PART WAY AROUND A CURVE TO A
 MM0477'JUNCTION WITH AN EAST-WEST SECTION LINE ROAD, TURN RIGHT (WEST)
 MM0477'ON SECTION LINE ROAD FOR 1.6 MILE, THEN TURN LEFT (SOUTH) AND
 MM0477'PROCEED FOR 2.4 MILES, TURN RIGHT (WEST) ON FARM DRIVE TOWARD
 MM0477'ABANDONED FARM BUILDINGS FOR 0.3 MILE, TURN RIGHT (NORTH) AND
 MM0477'PROCEED PAST ELEVATOR FOR 0.2 MILE TO GATE IN BARBWIRE FENCE
 MM0477'AND THEN PROCEED WEST ACROSS PASTURE FOR 400 FEET TO HIGHEST
 MM0477'POINT ON THE HILL AND THE STATION.
 MM0477'
 MM0477'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0477'TRIANGULATION DISK STAMPED 80-22, 1962 WHICH IS SET 0.3 FEET
 MM0477'BELOW GROUND ELEVATION, 345.5 FEET WEST OF NORTH-SOUTH FENCE
 MM0477'LINE, AND 565.3 FEET NORTH OF EAST-WEST FENCE LINE.
 MM0477'
 MM0477'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0477'REFERENCE MARK DISK STAMPED 80-22, R.M. 1 WHICH PROJECTS 0.3
 MM0477'FEET ABOVE THE GROUND.  IT IS 7.25 FEET NORTH OF GATE POST,
 MM0477'18.70 FEET WEST OF GATE POST, 0.95 FOOT WEST OF FENCE, 1.6
 MM0477'FEET NORTH OF WITNESS POST.
 MM0477'
 MM0477'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0477'REFERENCE MARK DISK STAMPED 80-22, R.M. 2 WHICH PROJECTS 0.2
 MM0477'FEET ABOVE THE GROUND, 0.95 FEET WEST OF FENCE, 18.15 FEET
 MM0477'NORTH OF FENCE, 17.70 FEET NORTH-NORTHWEST OF CORNER FENCE
 MM0477'POST.
 MM0477'
 MM0477'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0477'MARK DISK STAMPED 80-22, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0477'CONCRETE POST.  IT IS SET 0.35 FEET ABOVE GROUND, IN THE
 MM0477'SOUTHWEST CORNER OF THE INTERSECTION, 2.85 FEET EAST OF CORNER
 MM0477'POWER POLE, 2.75 FEET SOUTH OF EAST-WEST FENCE, 5.35 FEET
 MM0477'WEST OF NORTH-SOUTH FENCE, 5.60 FEET WEST-SOUTHWEST OF CORNER
 MM0477'FENCE POST.
 MM0477'
 MM0477'TO REACH THE AZIMUTH MARK FROM THE STATION, RETRACE ROUTE
 MM0477'TO STATION BACK PAST ELEVATOR BY ABANDONED FARM BUILDINGS
 MM0477'TO JUNCTION OF FARM DRIVE AND NORTH-SOUTH COUNTY ROAD, TURN
 MM0477'LEFT (NORTH) AND PROCEED 1.3 MILE TO AN INTERSECTION OF
 MM0477'COUNTY ROADS AND THE MARK IN THE SOUTHWEST QUADRANT OF THE
 MM0477'INTERSECTION AS PREVIOUSLY DESCRIBED.
 MM0477
 MM0477                          STATION RECOVERY (1998)
 MM0477
 MM0477'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0473 ***********************************************************************
 MM0473  DESIGNATION -  80 22 AZ MK
 MM0473  PID         -  MM0473
 MM0473  STATE/COUNTY-  NE/KEITH
 MM0473  COUNTRY     -  US
 MM0473  USGS QUAD   -  OGALLALA SW (2017)
 MM0473
 MM0473                         *CURRENT SURVEY CONTROL
 MM0473  ______________________________________________________________________
 MM0473* NAD 83(1995) POSITION- 41 05 27.50914(N) 101 44 57.47303(W)   ADJUSTED
 MM0473* NAVD 88 ORTHO HEIGHT -  1013.    (meters)     3323.    (feet) VERTCON
 MM0473  ______________________________________________________________________
 MM0473  GEOID HEIGHT    -        -20.959 (meters)                     GEOID18
 MM0473  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 MM0473  HORZ ORDER      -  SECOND
 MM0473
 MM0473.The horizontal coordinates were established by classical geodetic methods
 MM0473.and adjusted by the National Geodetic Survey in August 1997.
 MM0473
 MM0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0473
 MM0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0473.GEOID18 height accuracy estimate available here.
 MM0473
 MM0473.Click photographs - Photos may exist for this station.
 MM0473
 MM0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0473
 MM0473. The following values were computed from the NAD 83(1995) position.
 MM0473
 MM0473;                    North         East     Units Scale Factor Converg.
 MM0473;SPC NE       -   141,117.313   353,081.409   MT  0.99968465   -1 09 33.3
 MM0473;SPC NE       -   462,982.38  1,158,401.26   sFT  0.99968465   -1 09 33.3
 MM0473;UTM  14      - 4,552,498.992   269,085.821   MT  1.00025630   -1 48 28.0
 MM0473
 MM0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0473!SPC NE       -   0.99984435  x   0.99968465  =   0.99952905
 MM0473!UTM  14      -   0.99984435  x   1.00025630  =   1.00010061
 MM0473
 MM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6908552498(NAD 83)
 MM0473
 MM0473                          SUPERSEDED SURVEY CONTROL
 MM0473
 MM0473  NAD 83(1986)-  41 05 27.50915(N)    101 44 57.47819(W) AD(       ) 2
 MM0473  NAD 27      -  41 05 27.54099(N)    101 44 55.84730(W) AD(       ) 2
 MM0473  NGVD 29 (07/19/86) 1013.     (m)         3323.     (f) VERT ANG       
 MM0473
 MM0473.Superseded values are not recommended for survey control.
 MM0473
 MM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0473.See file dsdata.pdf to determine how the superseded data were derived.
 MM0473
 MM0473_MARKER: DZ = AZIMUTH MARK DISK
 MM0473_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0473_STAMPING: 80-22 1962
 MM0473_MARK LOGO: NEDR
 MM0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0473
 MM0473  HISTORY     - Date     Condition        Report By
 MM0473  HISTORY     - 1962     MONUMENTED       NEDR
 MM0473  HISTORY     - 19980711 GOOD             USPSQD
 MM0473
 MM0473                          STATION DESCRIPTION
 MM0473
 MM0473'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0473'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0473'MARK DISK STAMPED 80-22, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0473'CONCRETE POST.  IT IS SET 0.35 FEET ABOVE GROUND, IN THE
 MM0473'SOUTHWEST CORNER OF THE INTERSECTION, 2.85 FEET EAST OF CORNER
 MM0473'POWER POLE, 2.75 FEET SOUTH OF EAST-WEST FENCE, 5.35 FEET
 MM0473'WEST OF NORTH-SOUTH FENCE, 5.60 FEET WEST-SOUTHWEST OF CORNER
 MM0473'FENCE POST.
 MM0473'
 MM0473'TO REACH THE AZIMUTH MARK FROM STATION 80-22 NEDR, RETRACE ROUTE
 MM0473'TO STATION BACK PAST ELEVATOR BY ABANDONED FARM BUILDINGS
 MM0473'TO JUNCTION OF FARM DRIVE AND NORTH-SOUTH COUNTY ROAD, TURN
 MM0473'LEFT (NORTH) AND PROCEED 1.3 MILE TO AN INTERSECTION OF
 MM0473'COUNTY ROADS AND THE MARK IN THE SOUTHWEST QUADRANT OF THE
 MM0473'INTERSECTION AS PREVIOUSLY DESCRIBED.
 MM0473
 MM0473                          STATION RECOVERY (1998)
 MM0473
 MM0473'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0478 ***********************************************************************
 MM0478  DESIGNATION -  80 22A
 MM0478  PID         -  MM0478
 MM0478  STATE/COUNTY-  NE/KEITH
 MM0478  COUNTRY     -  US
 MM0478  USGS QUAD   -  BRULE SE (2017)
 MM0478
 MM0478                         *CURRENT SURVEY CONTROL
 MM0478  ______________________________________________________________________
 MM0478* NAD 83(1995) POSITION- 41 03 02.06660(N) 101 50 59.50506(W)   ADJUSTED
 MM0478* NAVD 88 ORTHO HEIGHT -  1064.7   (meters)     3493.    (feet) VERTCON
 MM0478  ______________________________________________________________________
 MM0478  GEOID HEIGHT    -        -20.889 (meters)                     GEOID18
 MM0478  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 MM0478  HORZ ORDER      -  SECOND
 MM0478
 MM0478.The horizontal coordinates were established by classical geodetic methods
 MM0478.and adjusted by the National Geodetic Survey in August 1997.
 MM0478
 MM0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0478
 MM0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0478.GEOID18 height accuracy estimate available here.
 MM0478
 MM0478.Click photographs - Photos may exist for this station.
 MM0478
 MM0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0478
 MM0478. The following values were computed from the NAD 83(1995) position.
 MM0478
 MM0478;                    North         East     Units Scale Factor Converg.
 MM0478;SPC NE       -   136,808.831   344,540.579   MT  0.99968997   -1 13 33.2
 MM0478;SPC NE       -   448,846.97  1,130,380.22   sFT  0.99968997   -1 13 33.2
 MM0478;UTM  14      - 4,548,284.811   260,491.742   MT  1.00030608   -1 52 20.9
 MM0478
 MM0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0478!SPC NE       -   0.99983629  x   0.99968997  =   0.99952631
 MM0478!UTM  14      -   0.99983629  x   1.00030608  =   1.00014232
 MM0478
 MM0478:                Primary Azimuth Mark                     Grid Az
 MM0478:SPC NE       -  80 22A AZ MK                             359 26 02.8
 MM0478:UTM  14      -  80 22A AZ MK                             000 04 50.5
 MM0478
 MM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6049148284(NAD 83)
 MM0478
 MM0478|---------------------------------------------------------------------|
 MM0478| PID    Reference Object                     Distance      Geod. Az  |
 MM0478|                                                           dddmmss.s |
 MM0478| CP7207 80 22A RM 1                                        00537     |
 MM0478| CP7208 80 22A RM 2                                        13211     |
 MM0478| CP7206 80 22A AZ MK                                       3581229.6 |
 MM0478|---------------------------------------------------------------------|
 MM0478
 MM0478                          SUPERSEDED SURVEY CONTROL
 MM0478
 MM0478  NAD 83(1986)-  41 03 02.06604(N)    101 50 59.50858(W) AD(       ) 2
 MM0478  NAD 27      -  41 03 02.09263(N)    101 50 57.86677(W) AD(       ) 2
 MM0478  NGVD 29 (07/19/86) 1064.3    (m)         3492.     (f) VERT ANG       
 MM0478
 MM0478.Superseded values are not recommended for survey control.
 MM0478
 MM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0478.See file dsdata.pdf to determine how the superseded data were derived.
 MM0478
 MM0478_MARKER: DS = TRIANGULATION STATION DISK
 MM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0478_STAMPING: 80-22A 1963
 MM0478_MARK LOGO: NEDR
 MM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0478+STABILITY: SURFACE MOTION
 MM0478
 MM0478  HISTORY     - Date     Condition        Report By
 MM0478  HISTORY     - 1963     MONUMENTED       NEDR
 MM0478
 MM0478                          STATION DESCRIPTION
 MM0478
 MM0478'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GLC)
 MM0478'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2 MILES EAST OF
 MM0478'THE POST OFFICE IN BRULE IN THE SE 1/4 SEC. 36, T13N, R40W.
 MM0478'
 MM0478'TO REACH THE STATION FROM THE POST OFFICE IN BRULE PROCEED SOUTH
 MM0478'ON SURFACED COUNTY ROAD ACROSS HIGHWAY 30 AND THE SOUTH PLATTE
 MM0478'RIVER FOR 12 MILES TO A T INTERSECTION, TURN LEFT (EAST) AND
 MM0478'PROCEED ON COUNTY ROAD FOR 3.4 MILES TO A T INTERSECTION,
 MM0478'TURN RIGHT (SOUTH) AND CONTINUE FOR 2 MILES TO A T INTERSECTION,
 MM0478'TURN RIGHT (WEST) AND CONTINUE FOR 1 MILE TO WHERE THE EAST-WEST
 MM0478'COUNTY ROAD TURNS SOUTH AT THE S.E. COR. SEC. 36, T13N, R40W.
 MM0478'FROM THE S.E. CORNER, SEC. 36 LEAVE THE ROAD AND PROCEED IN
 MM0478'A WEST-NORTHWEST DIRECTION INTO A PASTURE CROSSING A DEEP
 MM0478'RAVINE AT 0.15 MILES AND PROCEEDING UP A SLOPE FOR ANOTHER 0.25
 MM0478'MILES TO THE STATION SET ON A FINGER OF FLAT TABLE LAND
 MM0478'WHICH IS APPROXIMATELY 300 FT IN WIDTH EAST AND WEST AND
 MM0478'RUNS IN A NORTHWEST, SOUTHEAST DIRECTION.  FROM A FENCE
 MM0478'CORNER NEAR THE NORTH-SOUTH 1/2 MILE LINE ON THE SOUTH
 MM0478'LINE OF SEC. 36 WHERE THE EAST-WEST FENCE COMING FROM THE
 MM0478'EAST ENDS AND TURNS SOUTH DIVIDING PASTURE LAND FROM
 MM0478'CULTIVATED LAND THE STATION IS 425 FT WEST AND 1150 FT
 MM0478'NORTH.
 MM0478'
 MM0478'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0478'TRIANGULATION MARK, STAMPED 80-22A, 1963.  IT IS 3 FT NORTH
 MM0478'OF A STEEL WITNESS POST.
 MM0478'
 MM0478'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0478'REFERENCE MARK DISK STAMPED 80-22A R.M. 1.  THE MONUMENT
 MM0478'PROTRUDES 0.2 FT ABOVE GROUND AND IS 243.89 FT NORTHEAST OF
 MM0478'THE STATION.  A LINE THROUGH THE STATION MARK AND R.M. NO. 1
 MM0478'FALLS JUST EAST OF A BRICK HOUSE IN THE VALLEY.  R.M. NO. 1
 MM0478'IS SET OVER AN UNDERGROUND PIPE LINE THAT RUNS NORTH WEST
 MM0478'SOUTHEAST AND IS EASILY DESCERNIBLE BY A 6 IN RIDGE OF EARTH
 MM0478'AND A DIFFERENCE IN VEGETATION GROWING OVER THE PIPELINE.
 MM0478'
 MM0478'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROAD STANDARD
 MM0478'REFERENCE MARK DISK STAMPED 80-22A R.M. 2.  THE MONUMENT IS
 MM0478'SET 271.02 FT SOUTHEAST OF THE STATION.
 MM0478'
 MM0478'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0478'AZIMUTH MARK DISK STAMPED 80-22A.  THE MONUMENT IS SET ON TOP
 MM0478'OF A HOG BACK APPROXIMATELY 2000 FT N.N.E. FROM THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0479 ***********************************************************************
 MM0479  DESIGNATION -  80 23
 MM0479  PID         -  MM0479
 MM0479  STATE/COUNTY-  NE/KEITH
 MM0479  COUNTRY     -  US
 MM0479  USGS QUAD   -  BRULE (2017)
 MM0479
 MM0479                         *CURRENT SURVEY CONTROL
 MM0479  ______________________________________________________________________
 MM0479* NAD 83(1995) POSITION- 41 01 08.78090(N) 101 58 34.64414(W)   ADJUSTED
 MM0479* NAVD 88 ORTHO HEIGHT -  1089.7   (meters)     3575.    (feet) VERTCON
 MM0479  ______________________________________________________________________
 MM0479  GEOID HEIGHT    -        -20.781 (meters)                     GEOID18
 MM0479  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 MM0479  HORZ ORDER      -  SECOND
 MM0479
 MM0479.The horizontal coordinates were established by classical geodetic methods
 MM0479.and adjusted by the National Geodetic Survey in August 1997.
 MM0479
 MM0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0479
 MM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0479.GEOID18 height accuracy estimate available here.
 MM0479
 MM0479.Click photographs - Photos may exist for this station.
 MM0479
 MM0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0479
 MM0479. The following values were computed from the NAD 83(1995) position.
 MM0479
 MM0479;                    North         East     Units Scale Factor Converg.
 MM0479;SPC NE       -   133,551.220   333,837.758   MT  0.99969445   -1 18 34.9
 MM0479;SPC NE       -   438,159.29  1,095,266.04   sFT  0.99969445   -1 18 34.9
 MM0479;UTM  14      - 4,545,145.983   249,745.952   MT  1.00037087   -1 57 15.8
 MM0479;UTM  13      - 4,545,283.144   754,241.750   MT  1.00039563   +1 59 08.0
 MM0479
 MM0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0479!SPC NE       -   0.99983235  x   0.99969445  =   0.99952685
 MM0479!UTM  14      -   0.99983235  x   1.00037087  =   1.00020316
 MM0479!UTM  13      -   0.99983235  x   1.00039563  =   1.00022791
 MM0479
 MM0479:                Primary Azimuth Mark                     Grid Az
 MM0479:SPC NE       -  80 23 AZ MK                              000 49 17.6
 MM0479:UTM  14      -  80 23 AZ MK                              001 27 58.5
 MM0479:UTM  13      -  80 23 AZ MK                              357 31 34.7
 MM0479
 MM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL4974545145(NAD 83)
 MM0479
 MM0479|---------------------------------------------------------------------|
 MM0479| PID    Reference Object                     Distance      Geod. Az  |
 MM0479|                                                           dddmmss.s |
 MM0479| CP7211 80 23 RM 2                                         02749     |
 MM0479| CP7210 80 23 RM 1                                         29721     |
 MM0479| CP7209 80 23 AZ MK                                        3593042.7 |
 MM0479|---------------------------------------------------------------------|
 MM0479
 MM0479                          SUPERSEDED SURVEY CONTROL
 MM0479
 MM0479  NAD 83(1992)-  41 01 08.78009(N)    101 58 34.64725(W) AD(       ) 2
 MM0479  NAD 83(1986)-  41 01 08.77989(N)    101 58 34.64703(W) AD(       ) 2
 MM0479  NAD 27      -  41 01 08.80389(N)    101 58 32.99526(W) AD(       ) 2
 MM0479  NGVD 29 (07/19/86) 1089.3    (m)         3574.     (f) VERT ANG       
 MM0479
 MM0479.Superseded values are not recommended for survey control.
 MM0479
 MM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0479.See file dsdata.pdf to determine how the superseded data were derived.
 MM0479
 MM0479_MARKER: DS = TRIANGULATION STATION DISK
 MM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0479_STAMPING: 80-23 1963
 MM0479_MARK LOGO: NEDR
 MM0479_PROJECTION: RECESSED 3 CENTIMETERS
 MM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0479+STABILITY: SURFACE MOTION
 MM0479
 MM0479  HISTORY     - Date     Condition        Report By
 MM0479  HISTORY     - 1963     MONUMENTED       NEDR
 MM0479
 MM0479                          STATION DESCRIPTION
 MM0479
 MM0479'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GLC)
 MM0479'STATION IS LOCATED ABOUT 5.4 MILES SOUTH AND 4.8 MILES WEST
 MM0479'OF THE POST OFFICE IN BRULE IN BETWEEN SECTIONS 14 AND 15,
 MM0479'T12N R41W.
 MM0479'
 MM0479'TO REACH THE STATION FROM THE POST OFFICE AT BRULE, PROCEED
 MM0479'SOUTH ON OILED COUNTY ROAD ACROSS HIGHWAY 30 AND THE SOUTH
 MM0479'PLATTE RIVER FOR 1.2 MILES TO A T INTERSECTION, TURN RIGHT
 MM0479'(WEST) AND PROCEED FOR 1.8 MILE, ALONG COUNTY ROAD TO WHERE
 MM0479'ROAD MAKES A RIGHT ANGLE TURN TO THE SOUTH, TURN LEFT (SOUTH)
 MM0479'AND PROCEED ALONG COUNTY ROAD FOR 2.0 MILES TO T INTERSECTION,
 MM0479'TURN RIGHT (WEST) AND PROCEED ALONG COUNTY ROAD FOR 2.8 MILES
 MM0479'TO A T INTERSECTION, TURN LEFT (SOUTH) AND PROCEED ALONG
 MM0479'COUNTY ROAD FOR 2.2 MILE TO STATION ON THE EAST SIDE OF THE
 MM0479'ROAD.
 MM0479'
 MM0479'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MM0479'TRIANGULATION DISK STAMPED 80-23, 1963 WHICH IS BURIED 1.0
 MM0479'FOOT BELOW THE GROUND, 12 FT EAST OF THE CENTERLINE OF THE
 MM0479'ROAD, 18 FT WEST OF THE FENCE LINE AND 19 FT WEST OF WITNESS
 MM0479'POST.
 MM0479'
 MM0479'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MM0479'DISK STAMPED 80-23 1963 WHICH PROTRUDES 0.3 FT ABOVE GROUND,
 MM0479'2 FEET EAST OF FENCE LINE, 44.31 FT WEST-NORTHWEST OF STATION.
 MM0479'
 MM0479'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MM0479'DISK STAMPED 80-23, 1963 WHICH PROTRUDES 0.3 FT ABOVE GROUND
 MM0479'AND IS 2 FEET WEST OF A FENCE LINE, 28.77 FT NORTH-NORTHEAST
 MM0479'OF STATION.
 MM0479'
 MM0479'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0479'MARK DISK STAMPED 80-23, 1963 SET IN THE TOP OF A 6 IN CONCRETE
 MM0479'POST AND IS 33 FT WEST OF THE CENTERLINE OF ROAD, 1 FT EAST
 MM0479'OF N-S FENCE AND 45.5 FT SOUTH OF EAST-WEST FENCE AND 3 FT
 MM0479'SOUTH OF A WITNESS POST IN THE CENTER OF A LONG HILL.
 MM0479'
 MM0479'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 MM0479'COUNTY ROAD FOR 1.2 MILES TO MARK ON THE WEST SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0423 ***********************************************************************
 MN0423  DESIGNATION -  80 24
 MN0423  PID         -  MN0423
 MN0423  STATE/COUNTY-  NE/DEUEL
 MN0423  COUNTRY     -  US
 MN0423  USGS QUAD   -  BIG SPRINGS (2017)
 MN0423
 MN0423                         *CURRENT SURVEY CONTROL
 MN0423  ______________________________________________________________________
 MN0423* NAD 83(1995) POSITION- 41 04 33.13788(N) 102 06 44.29094(W)   ADJUSTED
 MN0423* NAVD 88 ORTHO HEIGHT -  1082.5   (meters)     3552.    (feet) VERTCON
 MN0423  ______________________________________________________________________
 MN0423  GEOID HEIGHT    -        -20.573 (meters)                     GEOID18
 MN0423  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 MN0423  HORZ ORDER      -  SECOND
 MN0423
 MN0423.The horizontal coordinates were established by classical geodetic methods
 MN0423.and adjusted by the National Geodetic Survey in August 1997.
 MN0423
 MN0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0423
 MN0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0423.GEOID18 height accuracy estimate available here.
 MN0423
 MN0423.Click photographs - Photos may exist for this station.
 MN0423
 MN0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0423
 MN0423. The following values were computed from the NAD 83(1995) position.
 MN0423
 MN0423;                    North         East     Units Scale Factor Converg.
 MN0423;SPC NE       -   140,121.900   322,558.233   MT  0.99968658   -1 23 59.3
 MN0423;SPC NE       -   459,716.60  1,058,259.80   sFT  0.99968658   -1 23 59.3
 MN0423;UTM  13      - 4,551,198.262   742,595.243   MT  1.00032439   +1 53 53.9
 MN0423
 MN0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0423!SPC NE       -   0.99983346  x   0.99968658  =   0.99952009
 MN0423!UTM  13      -   0.99983346  x   1.00032439  =   1.00015780
 MN0423
 MN0423:                Primary Azimuth Mark                     Grid Az
 MN0423:SPC NE       -  80 24 AZ MK                              084 17 01.4
 MN0423:UTM  13      -  80 24 AZ MK                              080 59 08.2
 MN0423
 MN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4259551198(NAD 83)
 MN0423
 MN0423|---------------------------------------------------------------------|
 MN0423| PID    Reference Object                     Distance      Geod. Az  |
 MN0423|                                                           dddmmss.s |
 MN0423| CP7212 80 24 AZ MK                                        0825302.1 |
 MN0423| CP7213 80 24 RM 1                            6.754 METERS 10241     |
 MN0423| CP7214 80 24 RM 2                           10.567 METERS 33348     |
 MN0423|---------------------------------------------------------------------|
 MN0423
 MN0423                          SUPERSEDED SURVEY CONTROL
 MN0423
 MN0423  NAD 83(1992)-  41 04 33.13706(N)    102 06 44.29268(W) AD(       ) 2
 MN0423  NAD 83(1986)-  41 04 33.13683(N)    102 06 44.29252(W) AD(       ) 2
 MN0423  NAD 27      -  41 04 33.17086(N)    102 06 42.63085(W) AD(       ) 2
 MN0423  NGVD 29 (07/19/86) 1082.0    (m)         3550.     (f) VERT ANG       
 MN0423
 MN0423.Superseded values are not recommended for survey control.
 MN0423
 MN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0423.See file dsdata.pdf to determine how the superseded data were derived.
 MN0423
 MN0423_MARKER: DS = TRIANGULATION STATION DISK
 MN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0423_STAMPING: 80-24 1964
 MN0423_MARK LOGO: NEDR
 MN0423_PROJECTION: FLUSH
 MN0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0423+STABILITY: SURFACE MOTION
 MN0423
 MN0423  HISTORY     - Date     Condition        Report By
 MN0423  HISTORY     - 1964     MONUMENTED       NEDR
 MN0423
 MN0423                          STATION DESCRIPTION
 MN0423
 MN0423'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0423'STATION IS LOCATED ABOUT 2.0 MILES WEST AND 1.0 MILE NORTH OF THE
 MN0423'POST OFFICE AT BIG SPRINGS IN THE NW 1/4 OF SECTION 26, T13N,
 MN0423'R42W.
 MN0423'
 MN0423'TO REACH THE STATION FROM THE POST OFFICE AT BIG SPRINGS
 MN0423'PROCEED SOUTH ONE-HALF BLOCK TO THE INTERSECTION WITH 2ND STREET,
 MN0423'TURN RIGHT (WEST) AND PROCEED FOR 1 BLOCK TO THE INTERSECTION
 MN0423'WITH HIGHWAY 138, TURN LEFT (SOUTH) AND PROCEED FOR 1 BLOCK
 MN0423'TO THE INTERSECTION WITH 1ST STREET, TURN RIGHT (WEST) AND
 MN0423'PROCEED TO THE END OF 1ST STREET, TURN RIGHT (NORTH) AND PROCEED
 MN0423'ON COUNTY ROAD FOR 1.8 MILES TO THE STATION ON THE SOUTHWEST
 MN0423'SIDE OF THE ROAD.
 MN0423'
 MN0423'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS TRIANGULATION
 MN0423'DISK STAMPED 80-24, 1964 WHICH IS SET FLUSH WITH THE GROUND
 MN0423'ON A SMALL HILL SOUTH OF A CURVE IN THE COUNTY ROAD WITH A
 MN0423'LARGE DRAINAGE TO THE SOUTH.  THE STATION IS 43 FT SOUTHWEST
 MN0423'OF THE CENTERLINE OF THE COUNTY ROAD, 15.2 FT SOUTH OF A GUY
 MN0423'TELEPHONE POLE 27, 1.5 FT EAST OF DRIVEWAY TO THE NORTH, 12 FT
 MN0423'WEST OF FENCE LINE AND IS 14.82 FT WEST OF A WITNESS POST.
 MN0423'
 MN0423'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0423'DISK STAMPED 80-24, 1964 AND IS 22.16 FT EAST-SOUTHEAST OF
 MN0423'THE STATION.
 MN0423'
 MN0423'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0423'DISK STAMPED 80-24, 1964 AND IS 34.67 FT NORTH-NORTHWEST OF
 MN0423'THE STATION.
 MN0423'
 MN0423'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MN0423'MARK STAMPED 80-24, 1964 SET IN THE TOP OF A 6 IN CONCRETE POST
 MN0423'ON A SHARP ROCKY RIDGE WHICH SLOPES TO THE SOUTH WITH A SMALL
 MN0423'DRAINAGE DIRECTLY TO THE WEST AND THEN A LARGE DRY RIVER BED
 MN0423'FURTHER WEST, WITH DRAINAGE DIRECTLY TO THE EAST.  THE AZIMUTH
 MN0423'MARK IS 2.5 FT SOUTH OF THE EAST-WEST SECTION LINE FENCE, AND 2.0 FT
 MN0423'SOUTH OF A WITNESS SIGN POST.
 MN0423'
 MN0423'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED ACROSS
 MN0423'THE COUNTY ROAD AND ANGLE NORTHWESTERLY FOR ABOUT 150 FT TO
 MN0423'THE NORTHWEST CORNER OF THE SECTION, THEN PROCEED EAST DOWN
 MN0423'THE SECTION LINE FENCE FOR APPROXIMATELY 0.5 MILE TO THE MARK
 MN0423'ON TOP OF A SHARP ROCKY HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0436 ***********************************************************************
 MN0436  DESIGNATION -  80 24 B AZ MK
 MN0436  PID         -  MN0436
 MN0436  STATE/COUNTY-  NE/DEUEL
 MN0436  COUNTRY     -  US
 MN0436  USGS QUAD   -  CHAPPELL SE (2017)
 MN0436
 MN0436                         *CURRENT SURVEY CONTROL
 MN0436  ______________________________________________________________________
 MN0436* NAD 83(1995) POSITION- 41 02 52.88838(N) 102 22 27.56022(W)   ADJUSTED
 MN0436* NAVD 88 ORTHO HEIGHT -  1140.    (meters)     3740.    (feet) VERTCON
 MN0436  ______________________________________________________________________
 MN0436  GEOID HEIGHT    -        -20.213 (meters)                     GEOID18
 MN0436  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 MN0436  HORZ ORDER      -  SECOND
 MN0436
 MN0436.The horizontal coordinates were established by classical geodetic methods
 MN0436.and adjusted by the National Geodetic Survey in August 1997.
 MN0436
 MN0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0436
 MN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0436.GEOID18 height accuracy estimate available here.
 MN0436
 MN0436.Click photographs - Photos may exist for this station.
 MN0436
 MN0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0436
 MN0436. The following values were computed from the NAD 83(1995) position.
 MN0436
 MN0436;                    North         East     Units Scale Factor Converg.
 MN0436;SPC NE       -   137,602.565   300,467.923   MT  0.99969032   -1 34 24.4
 MN0436;SPC NE       -   451,451.08    985,785.18   sFT  0.99969032   -1 34 24.4
 MN0436;UTM  13      - 4,547,409.998   720,673.924   MT  1.00019938   +1 43 29.8
 MN0436
 MN0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0436!SPC NE       -   0.99982431  x   0.99969032  =   0.99951468
 MN0436!UTM  13      -   0.99982431  x   1.00019938  =   1.00002365
 MN0436
 MN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2067347409(NAD 83)
 MN0436
 MN0436                          SUPERSEDED SURVEY CONTROL
 MN0436
 MN0436  NAD 83(1993)-  41 02 52.88839(N)    102 22 27.56078(W) AD(       ) 2
 MN0436  NAD 83(1992)-  41 02 52.88779(N)    102 22 27.56021(W) AD(       ) 2
 MN0436  NAD 83(1986)-  41 02 52.88715(N)    102 22 27.56024(W) AD(       ) 2
 MN0436  NAD 27      -  41 02 52.92216(N)    102 22 25.88373(W) AD(       ) 2
 MN0436  NGVD 29 (07/19/86) 1140.     (m)         3740.     (f) VERT ANG       
 MN0436
 MN0436.Superseded values are not recommended for survey control.
 MN0436
 MN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0436.See file dsdata.pdf to determine how the superseded data were derived.
 MN0436
 MN0436_MARKER: DZ = AZIMUTH MARK DISK
 MN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0436_STAMPING: 80-24B 1964
 MN0436_MARK LOGO: NEDR
 MN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0436+STABILITY: SURFACE MOTION
 MN0436
 MN0436  HISTORY     - Date     Condition        Report By
 MN0436  HISTORY     - 1964     MONUMENTED       NEDR
 MN0436
 MN0436                          STATION DESCRIPTION
 MN0436
 MN0436'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0436'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0436'MARK STAMPED 80-24B, 1964 SET IN THE TOP OF A 6 IN CONCRETE
 MN0436'POST AND IS 32 FT NORTH OF THE CENTERLINE OF EAST-WEST COUNTY
 MN0436'ROAD AND 45 FT WEST OF THE CENTERLINE OF THE COUNTY ROAD THAT
 MN0436'LEADS SOUTH.  THE AZIMUTH MARK IS 10 FT NORTH OF A POWER POLE,
 MN0436'6 FT SOUTHEAST OF A TELEPHONE POLE, 3 FT NORTHEAST OF A WITNESS
 MN0436'POST AND ON LEVEL GROUND.
 MN0436'
 MN0436'TO REACH THE AZIMUTH MARK FROM STATION 80-24B NEDR, PROCEED WEST ON
 MN0436'THE COUNTY ROAD FOR 0.7 MILE TO A T INTERSECTION AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0430 ***********************************************************************
 MN0430  DESIGNATION -  80 24A
 MN0430  PID         -  MN0430
 MN0430  STATE/COUNTY-  NE/DEUEL
 MN0430  COUNTRY     -  US
 MN0430  USGS QUAD   -  BARTON (2017)
 MN0430
 MN0430                         *CURRENT SURVEY CONTROL
 MN0430  ______________________________________________________________________
 MN0430* NAD 83(1995) POSITION- 41 03 16.73644(N) 102 10 13.19489(W)   ADJUSTED
 MN0430* NAVD 88 ORTHO HEIGHT -  1089.7   (meters)     3575.    (feet) VERTCON
 MN0430  ______________________________________________________________________
 MN0430  GEOID HEIGHT    -        -20.519 (meters)                     GEOID18
 MN0430  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 MN0430  HORZ ORDER      -  SECOND
 MN0430
 MN0430.The horizontal coordinates were established by classical geodetic methods
 MN0430.and adjusted by the National Geodetic Survey in August 1997.
 MN0430
 MN0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0430
 MN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0430.GEOID18 height accuracy estimate available here.
 MN0430
 MN0430.Click photographs - Photos may exist for this station.
 MN0430
 MN0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0430
 MN0430. The following values were computed from the NAD 83(1995) position.
 MN0430
 MN0430;                    North         East     Units Scale Factor Converg.
 MN0430;SPC NE       -   137,887.226   317,625.450   MT  0.99968941   -1 26 17.8
 MN0430;SPC NE       -   452,385.01  1,042,076.16   sFT  0.99968941   -1 26 17.8
 MN0430;UTM  13      - 4,548,681.957   737,796.198   MT  1.00029602   +1 51 33.6
 MN0430
 MN0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0430!SPC NE       -   0.99983232  x   0.99968941  =   0.99952178
 MN0430!UTM  13      -   0.99983232  x   1.00029602  =   1.00012829
 MN0430
 MN0430:                Primary Azimuth Mark                     Grid Az
 MN0430:SPC NE       -  80 24A AZ MK                             317 30 54.6
 MN0430:UTM  13      -  80 24A AZ MK                             314 13 03.2
 MN0430
 MN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3779648681(NAD 83)
 MN0430
 MN0430|---------------------------------------------------------------------|
 MN0430| PID    Reference Object                     Distance      Geod. Az  |
 MN0430|                                                           dddmmss.s |
 MN0430| CP7217 80 24A RM 2                          13.387 METERS 18858     |
 MN0430| CP7215 80 24A AZ MK                                       3160436.8 |
 MN0430| CP7216 80 24A RM 1                          12.405 METERS 35025     |
 MN0430|---------------------------------------------------------------------|
 MN0430
 MN0430                          SUPERSEDED SURVEY CONTROL
 MN0430
 MN0430  NAD 83(1992)-  41 03 16.73591(N)    102 10 13.19641(W) AD(       ) 2
 MN0430  NAD 83(1986)-  41 03 16.73560(N)    102 10 13.19627(W) AD(       ) 2
 MN0430  NAD 27      -  41 03 16.76958(N)    102 10 11.53264(W) AD(       ) 2
 MN0430  NGVD 29 (07/19/86) 1089.2    (m)         3573.     (f) VERT ANG       
 MN0430
 MN0430.Superseded values are not recommended for survey control.
 MN0430
 MN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0430.See file dsdata.pdf to determine how the superseded data were derived.
 MN0430
 MN0430_MARKER: DS = TRIANGULATION STATION DISK
 MN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0430_STAMPING: 80-24A 1964
 MN0430_MARK LOGO: NEDR
 MN0430_PROJECTION: RECESSED 46 CENTIMETERS
 MN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0430+STABILITY: SURFACE MOTION
 MN0430
 MN0430  HISTORY     - Date     Condition        Report By
 MN0430  HISTORY     - 1964     MONUMENTED       NEDR
 MN0430
 MN0430                          STATION DESCRIPTION
 MN0430
 MN0430'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0430'STATION IS LOCATED ABOUT 0.5 MILE SOUTH AND 5.0 MILES WEST OF
 MN0430'THE RAILROAD STATION AT BIG SPRINGS BETWEEN SECTIONS 31 AND
 MN0430'32, T13N R42W.
 MN0430'
 MN0430'TO REACH THE STATION FROM THE RAILROAD STATION PROCEED NORTH
 MN0430'ON PINE STREET (FIRST STREET WEST OF THE STATION) FOR APPROXIMATELY
 MN0430'300 FT TO THE INTERSECTION OF PINE STREET AND HIGHWAY 138,
 MN0430'TURN LEFT (SOUTHWEST) AND PROCEED ON HIGHWAY 138 ALONG THE NORTH
 MN0430'SIDE OF THE SOUTH PLATTE RIVER FOR 5.4 MILES TO THE JUNCTION
 MN0430'WITH COUNTY ROAD BY WEIGHING STATION, TURN RIGHT (NORTH) AND
 MN0430'PROCEED FOR 1.2 MILE TO THE STATION ON THE WEST SIDE OF THE
 MN0430'ROAD.
 MN0430'
 MN0430'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0430'TRIANGULATION MARK STAMPED 80-24A, 1964 WHICH IS BURIED 18
 MN0430'IN BELOW THE GROUND AND IS 35 FT WEST OF THE CENTERLINE OF
 MN0430'THE COUNTY ROAD, 13 FT EAST OF A FENCE POST AND IS 12 FT EAST
 MN0430'OF A WITNESS POST.
 MN0430'
 MN0430'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0430'STAMPED 80-24A, 1964 WHICH PROTRUDES 0.3 FT ABOVE GROUND AND IS
 MN0430'IN THE FENCE LINE 40.70 FT NORTH OF THE STATION.
 MN0430'
 MN0430'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0430'STAMPED 80-24A, 1964 WHICH PROTRUDES 0.3 FT ABOVE GROUND AND
 MN0430'IS IN THE FENCE LINE 43.92 FT SOUTH OF THE STATION.
 MN0430'
 MN0430'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0430'MARK STAMPED 80-24A, 1964 SET IN THE TOP OF A 6 IN CONCRETE
 MN0430'POST AND IS 1 FT NORTH OF FENCE, 39 FT SOUTH OF THE CENTERLINE
 MN0430'OF THE COUNTY ROAD, 4 FT EAST OF DEAD END SIGN, AND 3 FT
 MN0430'EAST OF A WITNESS POST.
 MN0430'
 MN0430'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ON
 MN0430'THE COUNTY ROAD FOR 0.6 MILE TO THE SECTION CORNER AND WHERE
 MN0430'THE COUNTY ROAD TURNS TO THE WEST, TURN LEFT (WEST) AND PROCEED
 MN0430'ON THE COUNTY ROAD FOR 0.5 MILE TO THE MARK ON THE SOUTH
 MN0430'SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0434 ***********************************************************************
 MN0434  DESIGNATION -  80 24B
 MN0434  PID         -  MN0434
 MN0434  STATE/COUNTY-  NE/DEUEL
 MN0434  COUNTRY     -  US
 MN0434  USGS QUAD   -  CHAPPELL SE (2017)
 MN0434
 MN0434                         *CURRENT SURVEY CONTROL
 MN0434  ______________________________________________________________________
 MN0434* NAD 83(1995) POSITION- 41 02 52.48619(N) 102 21 41.44124(W)   ADJUSTED
 MN0434* NAVD 88 ORTHO HEIGHT -  1138.9   (meters)     3737.    (feet) VERTCON
 MN0434  ______________________________________________________________________
 MN0434  GEOID HEIGHT    -        -20.234 (meters)                     GEOID18
 MN0434  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 MN0434  HORZ ORDER      -  SECOND
 MN0434
 MN0434.The horizontal coordinates were established by classical geodetic methods
 MN0434.and adjusted by the National Geodetic Survey in August 1997.
 MN0434
 MN0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0434
 MN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0434.GEOID18 height accuracy estimate available here.
 MN0434
 MN0434.Click photographs - Photos may exist for this station.
 MN0434
 MN0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0434
 MN0434. The following values were computed from the NAD 83(1995) position.
 MN0434
 MN0434;                    North         East     Units Scale Factor Converg.
 MN0434;SPC NE       -   137,560.681   301,543.905   MT  0.99969033   -1 33 53.9
 MN0434;SPC NE       -   451,313.67    989,315.29   sFT  0.99969033   -1 33 53.9
 MN0434;UTM  13      - 4,547,430.101   721,751.085   MT  1.00020525   +1 44 00.1
 MN0434
 MN0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0434!SPC NE       -   0.99982456  x   0.99969033  =   0.99951495
 MN0434!UTM  13      -   0.99982456  x   1.00020525  =   1.00002978
 MN0434
 MN0434:                Primary Azimuth Mark                     Grid Az
 MN0434:SPC NE       -  80 24 B AZ MK                            272 13 45.0
 MN0434:UTM  13      -  80 24 B AZ MK                            268 55 51.0
 MN0434
 MN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2175147430(NAD 83)
 MN0434
 MN0434|---------------------------------------------------------------------|
 MN0434| PID    Reference Object                     Distance      Geod. Az  |
 MN0434|                                                           dddmmss.s |
 MN0434| CP7218 80 24B RM 1                          11.390 METERS 04910     |
 MN0434| CP7219 80 24B RM 2                           6.989 METERS 18347     |
 MN0434| MN0436 80 24 B AZ MK                       APPROX. 1.1 KM 2703951.1 |
 MN0434|---------------------------------------------------------------------|
 MN0434
 MN0434                          SUPERSEDED SURVEY CONTROL
 MN0434
 MN0434  NAD 83(1993)-  41 02 52.48620(N)    102 21 41.44188(W) AD(       ) 2
 MN0434  NAD 83(1992)-  41 02 52.48564(N)    102 21 41.44115(W) AD(       ) 2
 MN0434  NAD 83(1986)-  41 02 52.48501(N)    102 21 41.44118(W) AD(       ) 2
 MN0434  NAD 27      -  41 02 52.51970(N)    102 21 39.76622(W) AD(       ) 2
 MN0434  NGVD 29 (07/19/86) 1138.4    (m)         3735.     (f) VERT ANG       
 MN0434
 MN0434.Superseded values are not recommended for survey control.
 MN0434
 MN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0434.See file dsdata.pdf to determine how the superseded data were derived.
 MN0434
 MN0434_MARKER: DS = TRIANGULATION STATION DISK
 MN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0434_STAMPING: 80-24B 1964
 MN0434_MARK LOGO: NEDR
 MN0434_PROJECTION: RECESSED 46 CENTIMETERS
 MN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0434+STABILITY: SURFACE MOTION
 MN0434
 MN0434  HISTORY     - Date     Condition        Report By
 MN0434  HISTORY     - 1964     MONUMENTED       NEDR
 MN0434
 MN0434                          STATION DESCRIPTION
 MN0434
 MN0434'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0434'STATION IS LOCATED ABOUT 6.0 MILES EAST AND 3.2 MILES SOUTH
 MN0434'OF THE POST OFFICE AT CHAPPELL, NEAR THE SECTION CORNER COMMON
 MN0434'TO SECTIONS 33 AND 34, T13N R44W, AND NEAR THE TOWNSHIP LINE
 MN0434'COMMON TO T12N AND T13N.
 MN0434'
 MN0434'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL, PROCEED
 MN0434'EAST ON HIGHWAY 30 FOR 6.0 MILES TO THE INTERSECTION WITH
 MN0434'A COUNTY ROAD, TURN RIGHT (SOUTH) AND PROCEED ALONG COUNTY
 MN0434'ROAD FOR 3.0 MILES TO A T INTERSECTION AND THE STATION.
 MN0434'
 MN0434'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0434'TRIANGULATION MARK STAMPED 80-24B, 1964 AND IS BURIED APPROXIMATELY
 MN0434'1.5 FT BELOW GROUND IN THE CENTER OF THE INTERSECTION, NEAR
 MN0434'THE SECTION CORNER 26 FT NORTH OF A WITNESS POST.
 MN0434'
 MN0434'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0434'STAMPED 80-24B, 1964 AND IS 37.37 FT NORTHEAST OF THE STATION.
 MN0434'
 MN0434'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0434'STAMPED 80-24B, 1964 AND IS 22.93 FT SOUTH OF THE STATION.
 MN0434'
 MN0434'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0434'MARK STAMPED 80-24B, 1964 SET IN THE TOP OF A 6 IN CONCRETE
 MN0434'POST AND IS 32 FT NORTH OF THE CENTERLINE OF EAST-WEST COUNTY
 MN0434'ROAD AND 45 FT WEST OF THE CENTERLINE OF THE COUNTY ROAD THAT
 MN0434'LEADS SOUTH.  THE AZIMUTH MARK IS 10 FT NORTH OF A POWER POLE,
 MN0434'6 FT SOUTHEAST OF A TELEPHONE POLE, 3 FT NORTHEAST OF A WITNESS
 MN0434'POST AND ON LEVEL GROUND.
 MN0434'
 MN0434'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON
 MN0434'THE COUNTY ROAD FOR 0.7 MILE TO A T INTERSECTION AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0440 ***********************************************************************
 MN0440  DESIGNATION -  80 25
 MN0440  PID         -  MN0440
 MN0440  STATE/COUNTY-  NE/DEUEL
 MN0440  COUNTRY     -  US
 MN0440  USGS QUAD   -  CHAPPELL (2017)
 MN0440
 MN0440                         *CURRENT SURVEY CONTROL
 MN0440  ______________________________________________________________________
 MN0440* NAD 83(1995) POSITION- 41 03 48.66550(N) 102 28 16.43501(W)   ADJUSTED
 MN0440* NAVD 88 ORTHO HEIGHT -  1168.1   (meters)     3832.    (feet) VERTCON
 MN0440  ______________________________________________________________________
 MN0440  GEOID HEIGHT    -        -20.071 (meters)                     GEOID18
 MN0440  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 MN0440  HORZ ORDER      -  SECOND
 MN0440
 MN0440.The horizontal coordinates were established by classical geodetic methods
 MN0440.and adjusted by the National Geodetic Survey in August 1997.
 MN0440
 MN0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0440
 MN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0440.GEOID18 height accuracy estimate available here.
 MN0440
 MN0440.Click photographs - Photos may exist for this station.
 MN0440
 MN0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0440
 MN0440. The following values were computed from the NAD 83(1995) position.
 MN0440
 MN0440;                    North         East     Units Scale Factor Converg.
 MN0440;SPC NE       -   139,550.189   292,375.211   MT  0.99968821   -1 38 15.6
 MN0440;SPC NE       -   457,840.91    959,234.34   sFT  0.99968821   -1 38 15.6
 MN0440;UTM  13      - 4,548,889.419   712,478.547   MT  1.00015569   +1 39 42.3
 MN0440
 MN0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0440!SPC NE       -   0.99981996  x   0.99968821  =   0.99950822
 MN0440!UTM  13      -   0.99981996  x   1.00015569  =   0.99997562
 MN0440
 MN0440:                Primary Azimuth Mark                     Grid Az
 MN0440:SPC NE       -  80 25 AZ MK                              335 25 09.4
 MN0440:UTM  13      -  80 25 AZ MK                              332 07 11.5
 MN0440
 MN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1247848889(NAD 83)
 MN0440
 MN0440|---------------------------------------------------------------------|
 MN0440| PID    Reference Object                     Distance      Geod. Az  |
 MN0440|                                                           dddmmss.s |
 MN0440| CP7221 80 25 RM 2                           19.602 METERS 18153     |
 MN0440| CP7220 80 25 RM 1                           20.824 METERS 25434     |
 MN0440| MN0442 80 25 AZ MK                         APPROX. 1.0 KM 3334653.8 |
 MN0440|---------------------------------------------------------------------|
 MN0440
 MN0440                          SUPERSEDED SURVEY CONTROL
 MN0440
 MN0440  NAD 83(1993)-  41 03 48.66547(N)    102 28 16.43542(W) AD(       ) 2
 MN0440  NAD 83(1992)-  41 03 48.66442(N)    102 28 16.43507(W) AD(       ) 2
 MN0440  NAD 83(1986)-  41 03 48.66375(N)    102 28 16.43511(W) AD(       ) 2
 MN0440  NAD 27      -  41 03 48.70358(N)    102 28 14.75451(W) AD(       ) 2
 MN0440  NGVD 29 (07/19/86) 1167.6    (m)         3831.     (f) VERT ANG       
 MN0440
 MN0440.Superseded values are not recommended for survey control.
 MN0440
 MN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0440.See file dsdata.pdf to determine how the superseded data were derived.
 MN0440
 MN0440_MARKER: DS = TRIANGULATION STATION DISK
 MN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0440_STAMPING: 80-25 1963
 MN0440_MARK LOGO: NEDR
 MN0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0440+STABILITY: SURFACE MOTION
 MN0440
 MN0440  HISTORY     - Date     Condition        Report By
 MN0440  HISTORY     - 1963     MONUMENTED       NEDR
 MN0440
 MN0440                          STATION DESCRIPTION
 MN0440
 MN0440'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GC)
 MN0440'STATION IS LOCATED ABOUT 2.3 MILES SOUTH OF THE POST OFFICE
 MN0440'AT CHAPPELL IN THE SW 1/4 SECTION 27, T13N, R45W.
 MN0440'
 MN0440'TO REACH THE STATION FROM THE POST OFFICE AT CHAPPELL, PROCEED
 MN0440'WEST FOR 0.3 MILE ON HIGHWAY 30 TO THE FARMERS ELEVATOR COMPANY,
 MN0440'AND THE INTERSECTION WITH A COUNTY ROAD, TURN LEFT (SOUTH)
 MN0440'AND PROCEED FOR 2.3 MILES ALONG THE COUNTY ROAD TO THE CASTLE
 MN0440'FARM (RED BRICK HOUSE, 3 WHITE BARNS, 5 OTHER WHITE BUILDINGS,
 MN0440'2 GRAIN BINS) ON THE LEFT, TURN LEFT (EAST) AND PROCEED FOR
 MN0440'0.3 MILE THROUGH THE CASTLE FARMYARD INTO THE PASTURE AND
 MN0440'THE STATION.
 MN0440'
 MN0440'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS TRIANGULATION
 MN0440'MARK STAMPED 80-25, 1963 WHICH IS SET 11 FT NORTH OF THE CENTERLINE
 MN0440'OF TRAIL ROAD, 4.4 FT EAST OF THE LINE OF THE NORTH-SOUTH FENCE
 MN0440'TO THE SOUTH, 20 FT NORTHEAST OF A CORNER FENCE POST AND 2.8 FT
 MN0440'NORTH OF A WITNESS POST, ON A FLAT PIECE OF GROUND WITH DRAINAGE
 MN0440'TO THE WEST AND NORTH.
 MN0440'
 MN0440'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK STAMPED
 MN0440'80-25, 1963 WHICH PROTRUDES 0.3 FT ABOVE GROUND, AND IS 68.32 FT
 MN0440'WEST-SOUTHWEST OF THE STATION AND 1 FT NORTH OF A FENCE LINE.
 MN0440'
 MN0440'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0440'STAMPED 80-25, 1963 WHICH PROTRUDES 0.2 FT ABOVE GROUND AND
 MN0440'IS 64.31 FT SOUTH OF THE STATION AND 1 FT EAST OF A FENCE LINE.
 MN0440'
 MN0440'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0440'MARK STAMPED 80-25, 1963 AND IS 1.2 FT WEST OF THE NORTH-SOUTH
 MN0440'FENCE LINE, 45.4 FT SOUTH OF A TELEPHONE POLE, AND 45.4 FT WEST
 MN0440'OF THE CENTERLINE OF NORTH-SOUTH COUNTY ROAD, AND ON A SIDE
 MN0440'HILL 171.6 FT NORTH OF AN EAST-WEST FENCE LINE.
 MN0440'
 MN0440'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST THROUGH
 MN0440'CASTLES FARM YARD FOR 0.3 MILE TO THE INTERSECTION WITH OILED
 MN0440'COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED FOR ABOUT 0.5 MILE
 MN0440'TO MARK ON THE LEFT IN THE PASTURE ON THE WEST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0458 ***********************************************************************
 MN0458  DESIGNATION -  80 25 A AZ MK
 MN0458  PID         -  MN0458
 MN0458  STATE/COUNTY-  NE/DEUEL
 MN0458  COUNTRY     -  US
 MN0458  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0458
 MN0458                         *CURRENT SURVEY CONTROL
 MN0458  ______________________________________________________________________
 MN0458* NAD 83(1995) POSITION- 41 05 29.89274(N) 102 33 58.12258(W)   ADJUSTED
 MN0458* NAVD 88 ORTHO HEIGHT -  1191.6   (meters)     3909.    (feet) VERTCON
 MN0458  ______________________________________________________________________
 MN0458  GEOID HEIGHT    -        -19.987 (meters)                     GEOID18
 MN0458  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 MN0458  HORZ ORDER      -  SECOND
 MN0458
 MN0458.The horizontal coordinates were established by classical geodetic methods
 MN0458.and adjusted by the National Geodetic Survey in August 1997.
 MN0458
 MN0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0458
 MN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0458.GEOID18 height accuracy estimate available here.
 MN0458
 MN0458.Click photographs - Photos may exist for this station.
 MN0458
 MN0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0458
 MN0458. The following values were computed from the NAD 83(1995) position.
 MN0458
 MN0458;                    North         East     Units Scale Factor Converg.
 MN0458;SPC NE       -   142,902.870   284,495.856   MT  0.99968457   -1 42 02.1
 MN0458;SPC NE       -   468,840.50    933,383.49   sFT  0.99968457   -1 42 02.1
 MN0458;UTM  13      - 4,551,784.253   704,415.640   MT  1.00011431   +1 36 00.9
 MN0458
 MN0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0458!SPC NE       -   0.99981625  x   0.99968457  =   0.99950088
 MN0458!UTM  13      -   0.99981625  x   1.00011431  =   0.99993054
 MN0458
 MN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0441551784(NAD 83)
 MN0458
 MN0458                          SUPERSEDED SURVEY CONTROL
 MN0458
 MN0458  NAD 83(1993)-  41 05 29.89261(N)    102 33 58.12262(W) AD(       ) 2
 MN0458  NAD 83(1992)-  41 05 29.89083(N)    102 33 58.12322(W) AD(       ) 2
 MN0458  NAD 83(1986)-  41 05 29.89034(N)    102 33 58.12324(W) AD(       ) 2
 MN0458  NAD 27      -  41 05 29.93444(N)    102 33 56.43217(W) AD(       ) 2
 MN0458  NGVD 29 (07/19/86) 1191.1    (m)         3908.     (f) VERT ANG       
 MN0458
 MN0458.Superseded values are not recommended for survey control.
 MN0458
 MN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0458.See file dsdata.pdf to determine how the superseded data were derived.
 MN0458
 MN0458_MARKER: DZ = AZIMUTH MARK DISK
 MN0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0458_STAMPING: 80-25A 1963
 MN0458_MARK LOGO: NEDR
 MN0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0458+STABILITY: SURFACE MOTION
 MN0458
 MN0458  HISTORY     - Date     Condition        Report By
 MN0458  HISTORY     - 1963     MONUMENTED       NEDR
 MN0458
 MN0458                          STATION DESCRIPTION
 MN0458
 MN0458'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GC)
 MN0458'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0458'MARK STAMPED 80-25A, 1963 AND IS 3 FT SOUTH OF A FENCE LINE,
 MN0458'30 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD AND 3 FT
 MN0458'SOUTH OF A WITNESS POST.
 MN0458'
 MN0458'TO REACH THE AZIMUTH MARK FROM STATION 80-25A NEDR, PROCEED 0.2 MILE
 MN0458'BACK ALONG THE TRAIL THROUGH CATTLE GATE TO THE COUNTY ROAD, TURN
 MN0458'RIGHT (WEST) AND PROCEED ON COUNTY ROAD FOR 0.5 MILE TO THE
 MN0458'MARK ON THE NORTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0442 ***********************************************************************
 MN0442  DESIGNATION -  80 25 AZ MK
 MN0442  PID         -  MN0442
 MN0442  STATE/COUNTY-  NE/DEUEL
 MN0442  COUNTRY     -  US
 MN0442  USGS QUAD   -  CHAPPELL (2017)
 MN0442
 MN0442                         *CURRENT SURVEY CONTROL
 MN0442  ______________________________________________________________________
 MN0442* NAD 83(1995) POSITION- 41 04 17.95457(N) 102 28 35.49466(W)   ADJUSTED
 MN0442* NAVD 88 ORTHO HEIGHT -  1140.    (meters)     3740.    (feet) VERTCON
 MN0442  ______________________________________________________________________
 MN0442  GEOID HEIGHT    -        -20.071 (meters)                     GEOID18
 MN0442  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 MN0442  HORZ ORDER      -  SECOND
 MN0442
 MN0442.The horizontal coordinates were established by classical geodetic methods
 MN0442.and adjusted by the National Geodetic Survey in August 1997.
 MN0442
 MN0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0442
 MN0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0442.GEOID18 height accuracy estimate available here.
 MN0442
 MN0442.Click photographs - Photos may exist for this station.
 MN0442
 MN0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0442
 MN0442. The following values were computed from the NAD 83(1995) position.
 MN0442
 MN0442;                    North         East     Units Scale Factor Converg.
 MN0442;SPC NE       -   140,465.792   291,956.388   MT  0.99968713   -1 38 28.3
 MN0442;SPC NE       -   460,844.85    957,860.25   sFT  0.99968713   -1 38 28.3
 MN0442;UTM  13      - 4,549,779.815   712,007.499   MT  1.00015322   +1 39 30.8
 MN0442
 MN0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0442!SPC NE       -   0.99982428  x   0.99968713  =   0.99951147
 MN0442!UTM  13      -   0.99982428  x   1.00015322  =   0.99997748
 MN0442
 MN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1200749779(NAD 83)
 MN0442
 MN0442                          SUPERSEDED SURVEY CONTROL
 MN0442
 MN0442  NAD 83(1993)-  41 04 17.95449(N)    102 28 35.49503(W) AD(       ) 2
 MN0442  NAD 83(1992)-  41 04 17.95351(N)    102 28 35.49484(W) AD(       ) 2
 MN0442  NAD 83(1986)-  41 04 17.95284(N)    102 28 35.49486(W) AD(       ) 2
 MN0442  NAD 27      -  41 04 17.99762(N)    102 28 33.81610(W) AD(       ) 2
 MN0442  NGVD 29 (07/19/86) 1140.     (m)         3740.     (f) VERT ANG       
 MN0442
 MN0442.Superseded values are not recommended for survey control.
 MN0442
 MN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0442.See file dsdata.pdf to determine how the superseded data were derived.
 MN0442
 MN0442_MARKER: DZ = AZIMUTH MARK DISK
 MN0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0442_STAMPING: 80-25 1963
 MN0442_MARK LOGO: NEDR
 MN0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0442+STABILITY: SURFACE MOTION
 MN0442
 MN0442  HISTORY     - Date     Condition        Report By
 MN0442  HISTORY     - 1963     MONUMENTED       NEDR
 MN0442
 MN0442                          STATION DESCRIPTION
 MN0442
 MN0442'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GC)
 MN0442'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0442'MARK STAMPED 80-25, 1963 AND IS 1.2 FT WEST OF THE NORTH-SOUTH
 MN0442'FENCE LINE, 45.4 FT SOUTH OF A TELEPHONE POLE, AND 45.4 FT WEST
 MN0442'OF THE CENTERLINE OF NORTH-SOUTH COUNTY ROAD, AND ON A SIDE
 MN0442'HILL 171.6 FT NORTH OF AN EAST-WEST FENCE LINE.
 MN0442'
 MN0442'TO REACH THE AZIMUTH MARK FROM STATION 80-25 NEDR, PROCEED WEST
 MN0442'THROUGH CASTLES FARM YARD FOR 0.3 MILE TO THE INTERSECTION WITH OILED
 MN0442'COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED FOR ABOUT 0.5 MILE
 MN0442'TO MARK ON THE LEFT IN THE PASTURE ON THE WEST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0457 ***********************************************************************
 MN0457  DESIGNATION -  80 25 B AZ MK
 MN0457  PID         -  MN0457
 MN0457  STATE/COUNTY-  NE/DEUEL
 MN0457  COUNTRY     -  US
 MN0457  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0457
 MN0457                         *CURRENT SURVEY CONTROL
 MN0457  ______________________________________________________________________
 MN0457* NAD 83(1995) POSITION- 41 06 20.61289(N) 102 36 06.67721(W)   ADJUSTED
 MN0457* NAVD 88 ORTHO HEIGHT -  1211.    (meters)     3973.    (feet) VERTCON
 MN0457  ______________________________________________________________________
 MN0457  GEOID HEIGHT    -        -19.971 (meters)                     GEOID18
 MN0457  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 MN0457  HORZ ORDER      -  SECOND
 MN0457
 MN0457.The horizontal coordinates were established by classical geodetic methods
 MN0457.and adjusted by the National Geodetic Survey in August 1997.
 MN0457
 MN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0457
 MN0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0457.GEOID18 height accuracy estimate available here.
 MN0457
 MN0457.Click photographs - Photos may exist for this station.
 MN0457
 MN0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0457
 MN0457. The following values were computed from the NAD 83(1995) position.
 MN0457
 MN0457;                    North         East     Units Scale Factor Converg.
 MN0457;SPC NE       -   144,555.952   281,544.935   MT  0.99968283   -1 43 27.3
 MN0457;SPC NE       -   474,263.99    923,702.01   sFT  0.99968283   -1 43 27.3
 MN0457;UTM  13      - 4,553,265.294   701,373.139   MT  1.00009911   +1 34 37.9
 MN0457
 MN0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0457!SPC NE       -   0.99981329  x   0.99968283  =   0.99949618
 MN0457!UTM  13      -   0.99981329  x   1.00009911  =   0.99991238
 MN0457
 MN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0137353265(NAD 83)
 MN0457
 MN0457                          SUPERSEDED SURVEY CONTROL
 MN0457
 MN0457  NAD 83(1993)-  41 06 20.61289(N)    102 36 06.67767(W) AD(       ) 2
 MN0457  NAD 83(1992)-  41 06 20.61021(N)    102 36 06.67711(W) AD(       ) 2
 MN0457  NAD 83(1986)-  41 06 20.60990(N)    102 36 06.67720(W) AD(       ) 2
 MN0457  NAD 27      -  41 06 20.65655(N)    102 36 04.98683(W) AD(       ) 2
 MN0457  NGVD 29 (07/19/86) 1210.     (m)         3970.     (f) VERT ANG       
 MN0457
 MN0457.Superseded values are not recommended for survey control.
 MN0457
 MN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0457.See file dsdata.pdf to determine how the superseded data were derived.
 MN0457
 MN0457_MARKER: DZ = AZIMUTH MARK DISK
 MN0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0457_STAMPING: 80-25B 1964
 MN0457_MARK LOGO: NEDR
 MN0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0457+STABILITY: SURFACE MOTION
 MN0457
 MN0457  HISTORY     - Date     Condition        Report By
 MN0457  HISTORY     - 1964     MONUMENTED       NEDR
 MN0457
 MN0457                          STATION DESCRIPTION
 MN0457
 MN0457'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0457'AZIMUTH MARK IS A STANDARD NEBRASKA AZIMUTH MARK STAMPED
 MN0457'80-25B, 1964 WHICH IS SET FLUSH WITH THE GROUND 3 FT EAST
 MN0457'OF A CORNER FENCE POST AND 4 FT NORTH OF A WITNESS POST.
 MN0457'
 MN0457'TO REACH THE AZIMUTH MARK FROM STATION 80-25B NEDR, PROCEED EAST 0.1
 MN0457'MILE TO THE COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR
 MN0457'0.2 OF A MILE ALONG THE COUNTY ROAD TO A FARM DRIVE ON THE
 MN0457'EAST SIDE OF THE ROAD, TURN LEFT (EAST) INTO FARM DRIVE AND
 MN0457'CONTINUE FOR 0.5 OF A MILE TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0459 ***********************************************************************
 MN0459  DESIGNATION -  80 25A
 MN0459  PID         -  MN0459
 MN0459  STATE/COUNTY-  NE/DEUEL
 MN0459  COUNTRY     -  US
 MN0459  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0459
 MN0459                         *CURRENT SURVEY CONTROL
 MN0459  ______________________________________________________________________
 MN0459* NAD 83(1995) POSITION- 41 05 41.81449(N) 102 33 25.80654(W)   ADJUSTED
 MN0459* NAVD 88 ORTHO HEIGHT -  1193.7   (meters)     3916.    (feet) VERTCON
 MN0459  ______________________________________________________________________
 MN0459  GEOID HEIGHT    -        -20.002 (meters)                     GEOID18
 MN0459  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 MN0459  HORZ ORDER      -  SECOND
 MN0459
 MN0459.The horizontal coordinates were established by classical geodetic methods
 MN0459.and adjusted by the National Geodetic Survey in August 1997.
 MN0459
 MN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0459
 MN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0459.GEOID18 height accuracy estimate available here.
 MN0459
 MN0459.Click photographs - Photos may exist for this station.
 MN0459
 MN0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0459
 MN0459. The following values were computed from the NAD 83(1995) position.
 MN0459
 MN0459;                    North         East     Units Scale Factor Converg.
 MN0459;SPC NE       -   143,248.029   285,260.367   MT  0.99968415   -1 41 40.7
 MN0459;SPC NE       -   469,972.91    935,891.72   sFT  0.99968415   -1 41 40.7
 MN0459;UTM  13      - 4,552,173.027   705,159.330   MT  1.00011805   +1 36 22.5
 MN0459
 MN0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0459!SPC NE       -   0.99981593  x   0.99968415  =   0.99950014
 MN0459!UTM  13      -   0.99981593  x   1.00011805  =   0.99993396
 MN0459
 MN0459:                Primary Azimuth Mark                     Grid Az
 MN0459:SPC NE       -  80 25 A AZ MK                            245 42 06.9
 MN0459:UTM  13      -  80 25 A AZ MK                            242 24 03.7
 MN0459
 MN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0515952173(NAD 83)
 MN0459
 MN0459|---------------------------------------------------------------------|
 MN0459| PID    Reference Object                     Distance      Geod. Az  |
 MN0459|                                                           dddmmss.s |
 MN0459| CP7222 80 25A RM 1                          16.051 METERS 21716     |
 MN0459| CP7223 80 25A RM 2                           7.373 METERS 23313     |
 MN0459| MN0458 80 25 A AZ MK                       APPROX. 0.8 KM 2440026.2 |
 MN0459|---------------------------------------------------------------------|
 MN0459
 MN0459                          SUPERSEDED SURVEY CONTROL
 MN0459
 MN0459  NAD 83(1993)-  41 05 41.81434(N)    102 33 25.80663(W) AD(       ) 2
 MN0459  NAD 83(1992)-  41 05 41.81269(N)    102 33 25.80718(W) AD(       ) 2
 MN0459  NAD 83(1986)-  41 05 41.81218(N)    102 33 25.80719(W) AD(       ) 2
 MN0459  NAD 27      -  41 05 41.85633(N)    102 33 24.11713(W) AD(       ) 2
 MN0459  NGVD 29 (07/19/86) 1193.2    (m)         3915.     (f) VERT ANG       
 MN0459
 MN0459.Superseded values are not recommended for survey control.
 MN0459
 MN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0459.See file dsdata.pdf to determine how the superseded data were derived.
 MN0459
 MN0459_MARKER: DS = TRIANGULATION STATION DISK
 MN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0459_STAMPING: 80-25A 1963
 MN0459_MARK LOGO: NEDR
 MN0459_PROJECTION: FLUSH
 MN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0459+STABILITY: SURFACE MOTION
 MN0459
 MN0459  HISTORY     - Date     Condition        Report By
 MN0459  HISTORY     - 1963     MONUMENTED       NEDR
 MN0459
 MN0459                          STATION DESCRIPTION
 MN0459
 MN0459'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GC)
 MN0459'STATION IS LOCATED ABOUT 4.5 MILES WEST OF THE POST OFFICE
 MN0459'AT CHAPPELL IN THE SE 1/4 OF SECTION 14, T13N R46W.
 MN0459'
 MN0459'TO REACH THE STATION FROM THE POST OFFICE AT CHAPPELL, PROCEED
 MN0459'WEST ON HIGHWAY 30 FOR ABOUT 0.3 MILE, AT THIS POINT HIGHWAY
 MN0459'30 ANGLES TO THE NORTHWEST, CONTINUE ALONG HIGHWAY 30 FOR
 MN0459'4.8 MILES TO THE INTERSECTION WITH A COUNTY ROAD, TURN LEFT
 MN0459'(SOUTH) AND PROCEED ALONG THE COUNTY ROAD FOR 2.2 MILES TO
 MN0459'THE JUNCTION WITH A COUNTY ROAD, TURN RIGHT (WEST) AND PROCEED
 MN0459'FOR 0.2 MILE ON COUNTY ROAD TO CATTLE GATE ON THE NORTH SIDE
 MN0459'OF THE ROAD, TURN RIGHT (NORTH) THROUGH CATTLE GATE INTO
 MN0459'PASTURE, THEN ALONG A TRAIL FOR 0.2 MILE TO RADIO RELAY TOWER ON
 MN0459'TOP OF A ROCKY KNOB AND THE STATION.
 MN0459'
 MN0459'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0459'TRIANGULATION MARK STAMPED 80-25A, 1963 WHICH IS SET FLUSH
 MN0459'WITH THE GROUND 27 FT NORTHWEST OF THE RADIO TOWER AND 18 FT
 MN0459'SOUTH OF A FENCE LINE.
 MN0459'
 MN0459'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0459'STAMPED 80-25A, 1963 WHICH IS SET 0.2 FT ABOVE THE GROUND AND
 MN0459'IS 3 FT WEST OF THE FENCE LINE AND 52.66 FT EAST-SOUTHEAST
 MN0459'OF THE STATION.
 MN0459'
 MN0459'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0459'STAMPED 80-25A, 1963 WHICH IS SET 0.2 FT ABOVE THE GROUND AND
 MN0459'IS 3 FT EAST OF THE FENCE LINE AND 24.19 FT SOUTHWEST OF THE
 MN0459'STATION.
 MN0459'
 MN0459'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0459'MARK STAMPED 80-25A, 1963 AND IS 3 FT SOUTH OF A FENCE LINE,
 MN0459'30 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD AND 3 FT
 MN0459'SOUTH OF A WITNESS POST.
 MN0459'
 MN0459'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.2 MILE
 MN0459'BACK ALONG THE TRAIL THROUGH CATTLE GATE TO THE COUNTY ROAD, TURN
 MN0459'RIGHT (WEST) AND PROCEED ON COUNTY ROAD FOR 0.5 MILE TO THE
 MN0459'MARK ON THE NORTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0462 ***********************************************************************
 MN0462  DESIGNATION -  80 25B
 MN0462  PID         -  MN0462
 MN0462  STATE/COUNTY-  NE/CHEYENNE
 MN0462  COUNTRY     -  US
 MN0462  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0462
 MN0462                         *CURRENT SURVEY CONTROL
 MN0462  ______________________________________________________________________
 MN0462* NAD 83(1995) POSITION- 41 06 38.40152(N) 102 36 43.07787(W)   ADJUSTED
 MN0462* NAVD 88 ORTHO HEIGHT -  1220.1   (meters)     4003.    (feet) VERTCON
 MN0462  ______________________________________________________________________
 MN0462  GEOID HEIGHT    -        -19.970 (meters)                     GEOID18
 MN0462  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 MN0462  HORZ ORDER      -  SECOND
 MN0462
 MN0462.The horizontal coordinates were established by classical geodetic methods
 MN0462.and adjusted by the National Geodetic Survey in August 1997.
 MN0462
 MN0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0462
 MN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0462.GEOID18 height accuracy estimate available here.
 MN0462
 MN0462.Click photographs - Photos may exist for this station.
 MN0462
 MN0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0462
 MN0462. The following values were computed from the NAD 83(1995) position.
 MN0462
 MN0462;                    North         East     Units Scale Factor Converg.
 MN0462;SPC NE       -   145,129.885   280,712.806   MT  0.99968224   -1 43 51.4
 MN0462;SPC NE       -   476,146.96    920,971.93   sFT  0.99968224   -1 43 51.4
 MN0462;UTM  13      - 4,553,790.569   700,508.980   MT  1.00009483   +1 34 14.5
 MN0462
 MN0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0462!SPC NE       -   0.99981178  x   0.99968224  =   0.99949408
 MN0462!UTM  13      -   0.99981178  x   1.00009483  =   0.99990659
 MN0462
 MN0462:                Primary Azimuth Mark                     Grid Az
 MN0462:SPC NE       -  80 25 B AZ MK                            124 35 40.9
 MN0462:UTM  13      -  80 25 B AZ MK                            121 17 35.0
 MN0462
 MN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0050853790(NAD 83)
 MN0462
 MN0462|---------------------------------------------------------------------|
 MN0462| PID    Reference Object                     Distance      Geod. Az  |
 MN0462|                                                           dddmmss.s |
 MN0462| CP7224 80 25B RM 1                          31.809 METERS 01157     |
 MN0462| MN0457 80 25 B AZ MK                       APPROX. 1.0 KM 1225149.5 |
 MN0462| CP7225 80 25B RM 2                          15.036 METERS 17800     |
 MN0462|---------------------------------------------------------------------|
 MN0462
 MN0462                          SUPERSEDED SURVEY CONTROL
 MN0462
 MN0462  NAD 83(1993)-  41 06 38.40149(N)    102 36 43.07827(W) AD(       ) 2
 MN0462  NAD 83(1992)-  41 06 38.39873(N)    102 36 43.07795(W) AD(       ) 2
 MN0462  NAD 83(1986)-  41 06 38.39844(N)    102 36 43.07802(W) AD(       ) 2
 MN0462  NAD 27      -  41 06 38.44587(N)    102 36 41.38633(W) AD(       ) 2
 MN0462  NGVD 29 (07/19/86) 1219.6    (m)         4001.     (f) VERT ANG       
 MN0462
 MN0462.Superseded values are not recommended for survey control.
 MN0462
 MN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0462.See file dsdata.pdf to determine how the superseded data were derived.
 MN0462
 MN0462_MARKER: DS = TRIANGULATION STATION DISK
 MN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0462_STAMPING: 80-25B 1964
 MN0462_MARK LOGO: NEDR
 MN0462_PROJECTION: FLUSH
 MN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0462+STABILITY: SURFACE MOTION
 MN0462
 MN0462  HISTORY     - Date     Condition        Report By
 MN0462  HISTORY     - 1964     MONUMENTED       NEDR
 MN0462
 MN0462                          STATION DESCRIPTION
 MN0462
 MN0462'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0462'STATION IS LOCATED ABOUT 1.4 MILES EAST AND 2.8 MILES SOUTH
 MN0462'OF THE POST OFFICE AT LODGEPOLE IN THE SE 1/4 OF SECTION 8,
 MN0462'T13N R46W AND NEAR THE COUNTY LINE BETWEEN THE COUNTIES OF
 MN0462'CHEYENNE AND DEUEL.
 MN0462'
 MN0462'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, PROCEED
 MN0462'SOUTHEAST ON HIGHWAY 30 FOR 1.6 MILE TO THE JUNCTION WITH A
 MN0462'COUNTY ROAD, TURN RIGHT (SOUTH) AND PROCEED ALONG A COUNTY ROAD
 MN0462'FOR 2.3 MILES, TURN RIGHT (WEST) INTO A PASTURE AND PROCEED
 MN0462'FOR 0.1 OF A MILE TO A RADIO RELAY TOWER AND THE STATION.
 MN0462'
 MN0462'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0462'TRIANGULATION MARK STAMPED 80-25B, 1964 WHICH IS SET FLUSH
 MN0462'WITH THE GROUND, 25 FT EAST OF A RADIO RELAY TOWER AND 50
 MN0462'FT NORTH OF A POWER POLE.
 MN0462'
 MN0462'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0462'STAMPED 80-25B, 1964 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND
 MN0462'AND IS 104.36 FT NORTH-NORTHEAST OF THE STATION.
 MN0462'
 MN0462'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0462'STAMPED 80-25B, 1964 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND
 MN0462'AND IS 49.33 FT SOUTH OF THE STATION.
 MN0462'
 MN0462'AZIMUTH MARK IS A STANDARD NEBRASKA AZIMUTH MARK STAMPED
 MN0462'80-25B, 1964 WHICH IS SET FLUSH WITH THE GROUND 3 FT EAST
 MN0462'OF A CORNER FENCE POST AND 4 FT NORTH OF A WITNESS POST.
 MN0462'
 MN0462'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST 0.1
 MN0462'MILE TO THE COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR
 MN0462'0.2 OF A MILE ALONG THE COUNTY ROAD TO A FARM DRIVE ON THE
 MN0462'EAST SIDE OF THE ROAD, TURN LEFT (EAST) INTO FARM DRIVE AND
 MN0462'CONTINUE FOR 0.5 OF A MILE TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0467 ***********************************************************************
 MN0467  DESIGNATION -  80 26
 MN0467  PID         -  MN0467
 MN0467  STATE/COUNTY-  NE/CHEYENNE
 MN0467  COUNTRY     -  US
 MN0467  USGS QUAD   -  LODGEPOLE SW (2017)
 MN0467
 MN0467                         *CURRENT SURVEY CONTROL
 MN0467  ______________________________________________________________________
 MN0467* NAD 83(1995) POSITION- 41 07 13.88506(N) 102 41 30.49489(W)   ADJUSTED
 MN0467* NAVD 88 ORTHO HEIGHT -  1243.3   (meters)     4079.    (feet) VERTCON
 MN0467  ______________________________________________________________________
 MN0467  GEOID HEIGHT    -        -19.929 (meters)                     GEOID18
 MN0467  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 MN0467  HORZ ORDER      -  SECOND
 MN0467
 MN0467.The horizontal coordinates were established by classical geodetic methods
 MN0467.and adjusted by the National Geodetic Survey in August 1997.
 MN0467
 MN0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0467
 MN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0467.GEOID18 height accuracy estimate available here.
 MN0467
 MN0467.Click photographs - Photos may exist for this station.
 MN0467
 MN0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0467
 MN0467. The following values were computed from the NAD 83(1995) position.
 MN0467
 MN0467;                    North         East     Units Scale Factor Converg.
 MN0467;SPC NE       -   146,429.225   274,046.212   MT  0.99968108   -1 47 01.9
 MN0467;SPC NE       -   480,409.88    899,099.95   sFT  0.99968108   -1 47 01.9
 MN0467;UTM  13      - 4,554,704.130   693,775.943   MT  1.00006215   +1 31 06.4
 MN0467
 MN0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0467!SPC NE       -   0.99980813  x   0.99968108  =   0.99948928
 MN0467!UTM  13      -   0.99980813  x   1.00006215  =   0.99987027
 MN0467
 MN0467:                Primary Azimuth Mark                     Grid Az
 MN0467:SPC NE       -  80 26 AZ MK                              272 23 02.1
 MN0467:UTM  13      -  80 26 AZ MK                              269 04 53.8
 MN0467
 MN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9377554704(NAD 83)
 MN0467
 MN0467|---------------------------------------------------------------------|
 MN0467| PID    Reference Object                     Distance      Geod. Az  |
 MN0467|                                                           dddmmss.s |
 MN0467| CP7226 80 26 RM 1                           12.070 METERS 06919     |
 MN0467| MN0466 80 26 AZ MK                         APPROX. 0.7 KM 2703600.2 |
 MN0467| CP7227 80 26 RM 2                           12.146 METERS 28905     |
 MN0467|---------------------------------------------------------------------|
 MN0467
 MN0467                          SUPERSEDED SURVEY CONTROL
 MN0467
 MN0467  NAD 83(1993)-  41 07 13.88511(N)    102 41 30.49522(W) AD(       ) 2
 MN0467  NAD 83(1992)-  41 07 13.88103(N)    102 41 30.49481(W) AD(       ) 2
 MN0467  NAD 83(1986)-  41 07 13.88098(N)    102 41 30.49491(W) AD(       ) 2
 MN0467  NAD 27      -  41 07 13.93737(N)    102 41 28.79622(W) AD(       ) 2
 MN0467  NGVD 29 (07/19/86) 1242.8    (m)         4077.     (f) VERT ANG       
 MN0467
 MN0467.Superseded values are not recommended for survey control.
 MN0467
 MN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0467.See file dsdata.pdf to determine how the superseded data were derived.
 MN0467
 MN0467_MARKER: DS = TRIANGULATION STATION DISK
 MN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0467_STAMPING: 80-26 1964
 MN0467_MARK LOGO: NEDR
 MN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0467+STABILITY: SURFACE MOTION
 MN0467
 MN0467  HISTORY     - Date     Condition        Report By
 MN0467  HISTORY     - 1964     MONUMENTED       NEDR
 MN0467  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0467
 MN0467                          STATION DESCRIPTION
 MN0467
 MN0467'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0467'STATION IS LOCATED ABOUT 2.8 MILES WEST AND 2.0 MILES SOUTH
 MN0467'OF THE POST OFFICE IN LODGEPOLE AND IS NEAR THE SECTION LINE,
 MN0467'ABOUT 1600 FT WEST OF THE SECTION CORNER COMMON TO SECTIONS
 MN0467'2, 3, 10 AND 11, T13N R47W.
 MN0467'
 MN0467'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, PROCEED
 MN0467'WEST ALONG HIGHWAY 30 FOR 2.9 MILES, TURN LEFT (SOUTH) AND
 MN0467'CONTINUE ALONG COUNTY ROAD FOR 2.6 MILES TO THE JUNCTION WITH
 MN0467'A COUNTY ROAD, TURN RIGHT (WEST) AND PROCEED FOR 0.3 OF A
 MN0467'MILE TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 MN0467'
 MN0467'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0467'TRIANGULATION MARK STAMPED 80-26, 1964 WHICH IS BURIED 1 FT
 MN0467'IN THE NORTH EDGE OF THE ROAD, 14 FT SOUTH OF A FENCE LINE,
 MN0467'13.15 FT NORTH OF A WITNESS POST.
 MN0467'
 MN0467'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0467'DISK STAMPED 80-26, 1964 WHICH PROTRUDES 0.2 FT ABOVE GROUND
 MN0467'AND IS 1 FT NORTH OF A FENCE LINE, 39.60 FT EAST-NORTHEAST
 MN0467'OF THE STATION.
 MN0467'
 MN0467'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0467'STAMPED 80-26, 1964 0.2 FT ABOVE GROUND AND IS 1 FT NORTH
 MN0467'OF A FENCE LINE, 39.85 FT WEST-NORTHWEST OF THE STATION.
 MN0467'
 MN0467'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0467'MARK STAMPED 80-26, 1964 AND IS 1 FT SOUTHEAST OF A FENCE LINE,
 MN0467'32 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 3 FT EAST
 MN0467'OF A WITNESS POST.
 MN0467'
 MN0467'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 MN0467'THE COUNTY ROAD FOR 0.5 OF A MILE TO THE MARK ON THE NORTH
 MN0467'SIDE OF THE ROAD.
 MN0467
 MN0467                          STATION RECOVERY (1972)
 MN0467
 MN0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0467'THE STATION AND R.M. 1 AND R.M. 2 WERE NOT FOUND.  THE WITNESS POST
 MN0467'HAS BEEN REMOVED.  A THOUROUGH SEARCH WAS MADE FOR THE R.M.S
 MN0467'USING A STEEL ROD.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 MN0467'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0466 ***********************************************************************
 MN0466  DESIGNATION -  80 26 AZ MK
 MN0466  PID         -  MN0466
 MN0466  STATE/COUNTY-  NE/CHEYENNE
 MN0466  COUNTRY     -  US
 MN0466  USGS QUAD   -  LODGEPOLE SW (2017)
 MN0466
 MN0466                         *CURRENT SURVEY CONTROL
 MN0466  ______________________________________________________________________
 MN0466* NAD 83(1995) POSITION- 41 07 14.13058(N) 102 42 01.64239(W)   ADJUSTED
 MN0466* NAVD 88 ORTHO HEIGHT -  1242.    (meters)     4075.    (feet) VERTCON
 MN0466  ______________________________________________________________________
 MN0466  GEOID HEIGHT    -        -19.925 (meters)                     GEOID18
 MN0466  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 MN0466  HORZ ORDER      -  SECOND
 MN0466
 MN0466.The horizontal coordinates were established by classical geodetic methods
 MN0466.and adjusted by the National Geodetic Survey in August 1997.
 MN0466
 MN0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0466
 MN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0466.GEOID18 height accuracy estimate available here.
 MN0466
 MN0466.Click photographs - Photos may exist for this station.
 MN0466
 MN0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0466
 MN0466. The following values were computed from the NAD 83(1995) position.
 MN0466
 MN0466;                    North         East     Units Scale Factor Converg.
 MN0466;SPC NE       -   146,459.441   273,320.417   MT  0.99968107   -1 47 22.5
 MN0466;SPC NE       -   480,509.02    896,718.73   sFT  0.99968107   -1 47 22.5
 MN0466;UTM  13      - 4,554,692.482   693,049.336   MT  1.00005869   +1 30 45.9
 MN0466
 MN0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0466!SPC NE       -   0.99980842  x   0.99968107  =   0.99948955
 MN0466!UTM  13      -   0.99980842  x   1.00005869  =   0.99986709
 MN0466
 MN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9304954692(NAD 83)
 MN0466
 MN0466                          SUPERSEDED SURVEY CONTROL
 MN0466
 MN0466  NAD 83(1993)-  41 07 14.13062(N)    102 42 01.64266(W) AD(       ) 2
 MN0466  NAD 83(1992)-  41 07 14.12644(N)    102 42 01.64237(W) AD(       ) 2
 MN0466  NAD 83(1986)-  41 07 14.12640(N)    102 42 01.64245(W) AD(       ) 2
 MN0466  NAD 27      -  41 07 14.18239(N)    102 41 59.94275(W) AD(       ) 2
 MN0466  NGVD 29 (07/19/86) 1241.     (m)         4072.     (f) VERT ANG       
 MN0466
 MN0466.Superseded values are not recommended for survey control.
 MN0466
 MN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0466.See file dsdata.pdf to determine how the superseded data were derived.
 MN0466
 MN0466_MARKER: DZ = AZIMUTH MARK DISK
 MN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0466_STAMPING: 80-26 1964
 MN0466_MARK LOGO: NEDR
 MN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0466+STABILITY: SURFACE MOTION
 MN0466
 MN0466  HISTORY     - Date     Condition        Report By
 MN0466  HISTORY     - 1964     MONUMENTED       NEDR
 MN0466
 MN0466                          STATION DESCRIPTION
 MN0466
 MN0466'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0466'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0466'MARK STAMPED 80-26, 1964 AND IS 1 FT SOUTHEAST OF A FENCE LINE,
 MN0466'32 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 3 FT EAST
 MN0466'OF A WITNESS POST.
 MN0466'
 MN0466'TO REACH THE AZIMUTH MARK FROM STATION 80-26 NEDR, CONTINUE WEST ON
 MN0466'THE COUNTY ROAD FOR 0.5 OF A MILE TO THE MARK ON THE NORTH
 MN0466'SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0474 ***********************************************************************
 MN0474  DESIGNATION -  80 27
 MN0474  PID         -  MN0474
 MN0474  STATE/COUNTY-  NE/CHEYENNE
 MN0474  COUNTRY     -  US
 MN0474  USGS QUAD   -  SIDNEY SE (2017)
 MN0474
 MN0474                         *CURRENT SURVEY CONTROL
 MN0474  ______________________________________________________________________
 MN0474* NAD 83(1995) POSITION- 41 07 12.89215(N) 102 48 56.52938(W)   ADJUSTED
 MN0474* NAVD 88 ORTHO HEIGHT -  1268.5   (meters)     4162.    (feet) VERTCON
 MN0474  ______________________________________________________________________
 MN0474  GEOID HEIGHT    -        -19.885 (meters)                     GEOID18
 MN0474  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 MN0474  HORZ ORDER      -  SECOND
 MN0474
 MN0474.The horizontal coordinates were established by classical geodetic methods
 MN0474.and adjusted by the National Geodetic Survey in August 1997.
 MN0474
 MN0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0474
 MN0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0474.GEOID18 height accuracy estimate available here.
 MN0474
 MN0474.Click photographs - Photos may exist for this station.
 MN0474
 MN0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0474
 MN0474. The following values were computed from the NAD 83(1995) position.
 MN0474
 MN0474;                    North         East     Units Scale Factor Converg.
 MN0474;SPC NE       -   146,729.871   263,648.601   MT  0.99968111   -1 51 57.4
 MN0474;SPC NE       -   481,396.25    864,987.12   sFT  0.99968111   -1 51 57.4
 MN0474;UTM  13      - 4,554,405.176   683,374.570   MT  1.00001387   +1 26 12.8
 MN0474
 MN0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0474!SPC NE       -   0.99980419  x   0.99968111  =   0.99948536
 MN0474!UTM  13      -   0.99980419  x   1.00001387  =   0.99981806
 MN0474
 MN0474:                Primary Azimuth Mark                     Grid Az
 MN0474:SPC NE       -  80 27 AZ MK                              091 29 36.3
 MN0474:UTM  13      -  80 27 AZ MK                              088 11 26.1
 MN0474
 MN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8337454405(NAD 83)
 MN0474
 MN0474|---------------------------------------------------------------------|
 MN0474| PID    Reference Object                     Distance      Geod. Az  |
 MN0474|                                                           dddmmss.s |
 MN0474| CP7228 80 27 RM 1                           19.458 METERS 08801     |
 MN0474| MN0475 80 27 AZ MK                         APPROX. 0.9 KM 0893738.9 |
 MN0474| CP7229 80 27 RM 2                           17.139 METERS 27018     |
 MN0474|---------------------------------------------------------------------|
 MN0474
 MN0474                          SUPERSEDED SURVEY CONTROL
 MN0474
 MN0474  NAD 83(1993)-  41 07 12.89225(N)    102 48 56.52943(W) AD(       ) 2
 MN0474  NAD 83(1992)-  41 07 12.88662(N)    102 48 56.52884(W) AD(       ) 2
 MN0474  NAD 83(1986)-  41 07 12.88666(N)    102 48 56.52885(W) AD(       ) 2
 MN0474  NAD 27      -  41 07 12.93273(N)    102 48 54.81712(W) AD(       ) 2
 MN0474  NGVD 29 (07/19/86) 1267.9    (m)         4160.     (f) VERT ANG       
 MN0474
 MN0474.Superseded values are not recommended for survey control.
 MN0474
 MN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0474.See file dsdata.pdf to determine how the superseded data were derived.
 MN0474
 MN0474_MARKER: DS = TRIANGULATION STATION DISK
 MN0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0474_STAMPING: 80-27 1963
 MN0474_MARK LOGO: NEDR
 MN0474_PROJECTION: FLUSH
 MN0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0474+STABILITY: SURFACE MOTION
 MN0474
 MN0474  HISTORY     - Date     Condition        Report By
 MN0474  HISTORY     - 1963     MONUMENTED       NEDR
 MN0474
 MN0474                          STATION DESCRIPTION
 MN0474
 MN0474'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GC)
 MN0474'STATION IS LOCATED ABOUT 2.0 MILES EAST AND 2.3 MILES SOUTH
 MN0474'OF THE COLTON GRAIN COMPANY IN COLTON, AND NEAR THE SECTION
 MN0474'LINE, 0.8 OF A MILE WEST OF THE SECTION CORNER COMMON TO SECTIONS
 MN0474'2, 3, 10 AND 11, T13N R48W.
 MN0474'
 MN0474'TO REACH THE STATION FROM THE COLTON GRAIN COMPANY IN COLTON,
 MN0474'PROCEED 2.8 MILES EAST ON HIGHWAY 30 TO THE INTERSECTION WITH
 MN0474'A COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR 2.5 MILES
 MN0474'ALONG THE COUNTY ROAD TO THE SECTION LINE, TURN RIGHT (WEST)
 MN0474'AND PROCEED FOR 0.8 OF A MILE ALONG A FARM TRAIL TO THE STATION.
 MN0474'
 MN0474'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MN0474'TRIANGULATION MARK STAMPED 80-27, 1963 WHICH IS SET FLUSH
 MN0474'WITH THE GROUND 2.5 FT SOUTH OF A WITNESS POST, 3 FT SOUTH
 MN0474'OF A FENCE LINE AND 14 FT NORTH OF THE CENTER OF THE TRAIL.
 MN0474'
 MN0474'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0474'WHICH PROJECTS 0.2 FT ABOVE THE GROUND, 1 FT SOUTH OF A FENCE
 MN0474'LINE AND 63.84 FT EAST OF THE STATION.
 MN0474'
 MN0474'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0474'WHICH PROTRUDES 0.2 FT ABOVE THE GROUND 2 FT SOUTH OF A FENCE
 MN0474'LINE AND 56.23 FT WEST OF THE STATION.
 MN0474'
 MN0474'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MN0474'MARK STAMPED 80-27, 1963 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND,
 MN0474'15 FT NORTH OF THE CENTER OF THE TRAIL, 3 FT SOUTH OF A FENCE
 MN0474'LINE AND 3 FT SOUTHWEST OF A WITNESS POST.
 MN0474'
 MN0474'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG THE
 MN0474'FARM TRAIL FOR 0.6 OF A MILE TO THE MARK ON THE NORTH SIDE
 MN0474'OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0475 ***********************************************************************
 MN0475  DESIGNATION -  80 27 AZ MK
 MN0475  PID         -  MN0475
 MN0475  STATE/COUNTY-  NE/CHEYENNE
 MN0475  COUNTRY     -  US
 MN0475  USGS QUAD   -  SIDNEY SE (2017)
 MN0475
 MN0475                         *CURRENT SURVEY CONTROL
 MN0475  ______________________________________________________________________
 MN0475* NAD 83(1995) POSITION- 41 07 13.07231(N) 102 48 19.55365(W)   ADJUSTED
 MN0475* NAVD 88 ORTHO HEIGHT -  1262.    (meters)     4140.    (feet) VERTCON
 MN0475  ______________________________________________________________________
 MN0475  GEOID HEIGHT    -        -19.890 (meters)                     GEOID18
 MN0475  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 MN0475  HORZ ORDER      -  SECOND
 MN0475
 MN0475.The horizontal coordinates were established by classical geodetic methods
 MN0475.and adjusted by the National Geodetic Survey in August 1997.
 MN0475
 MN0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0475
 MN0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0475.GEOID18 height accuracy estimate available here.
 MN0475
 MN0475.Click photographs - Photos may exist for this station.
 MN0475
 MN0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0475
 MN0475. The following values were computed from the NAD 83(1995) position.
 MN0475
 MN0475;                    North         East     Units Scale Factor Converg.
 MN0475;SPC NE       -   146,707.397   264,510.634   MT  0.99968110   -1 51 32.9
 MN0475;SPC NE       -   481,322.52    867,815.31   sFT  0.99968110   -1 51 32.9
 MN0475;UTM  13      - 4,554,432.414   684,236.754   MT  1.00001777   +1 26 37.1
 MN0475
 MN0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0475!SPC NE       -   0.99980527  x   0.99968110  =   0.99948643
 MN0475!UTM  13      -   0.99980527  x   1.00001777  =   0.99982304
 MN0475
 MN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8423654432(NAD 83)
 MN0475
 MN0475                          SUPERSEDED SURVEY CONTROL
 MN0475
 MN0475  NAD 83(1993)-  41 07 13.07241(N)    102 48 19.55376(W) AD(       ) 2
 MN0475  NAD 83(1992)-  41 07 13.06690(N)    102 48 19.55304(W) AD(       ) 2
 MN0475  NAD 83(1986)-  41 07 13.06693(N)    102 48 19.55306(W) AD(       ) 2
 MN0475  NAD 27      -  41 07 13.11303(N)    102 48 17.84246(W) AD(       ) 2
 MN0475  NGVD 29 (07/19/86) 1261.     (m)         4137.     (f) VERT ANG       
 MN0475
 MN0475.Superseded values are not recommended for survey control.
 MN0475
 MN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0475.See file dsdata.pdf to determine how the superseded data were derived.
 MN0475
 MN0475_MARKER: DZ = AZIMUTH MARK DISK
 MN0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0475_STAMPING: 80-27 1963
 MN0475_MARK LOGO: NEDR
 MN0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0475+STABILITY: SURFACE MOTION
 MN0475
 MN0475  HISTORY     - Date     Condition        Report By
 MN0475  HISTORY     - 1963     MONUMENTED       NEDR
 MN0475
 MN0475                          STATION DESCRIPTION
 MN0475
 MN0475'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GC)
 MN0475'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MN0475'MARK STAMPED 80-27, 1963 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND,
 MN0475'15 FT NORTH OF THE CENTER OF THE TRAIL, 3 FT SOUTH OF A FENCE
 MN0475'LINE AND 3 FT SOUTHWEST OF A WITNESS POST.
 MN0475'
 MN0475'TO REACH THE AZIMUTH MARK FROM STATION 80-27 NEDR PROCEED EAST ALONG
 MN0475'THE FARM TRAIL FOR 0.6 OF A MILE TO THE MARK ON THE NORTH SIDE
 MN0475'OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0547 ***********************************************************************
 MN0547  DESIGNATION -  80 28
 MN0547  PID         -  MN0547
 MN0547  STATE/COUNTY-  NE/CHEYENNE
 MN0547  COUNTRY     -  US
 MN0547  USGS QUAD   -  BROWNSON (2017)
 MN0547
 MN0547                         *CURRENT SURVEY CONTROL
 MN0547  ______________________________________________________________________
 MN0547* NAD 83(1995) POSITION- 41 11 46.60305(N) 103 06 29.28496(W)   ADJUSTED
 MN0547* NAVD 88 ORTHO HEIGHT -  1330.1   (meters)     4364.    (feet) VERTCON
 MN0547  ______________________________________________________________________
 MN0547  GEOID HEIGHT    -        -19.673 (meters)                     GEOID18
 MN0547  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 MN0547  HORZ ORDER      -  SECOND
 MN0547
 MN0547.The horizontal coordinates were established by classical geodetic methods
 MN0547.and adjusted by the National Geodetic Survey in August 1997.
 MN0547
 MN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0547
 MN0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0547.GEOID18 height accuracy estimate available here.
 MN0547
 MN0547.Click photographs - Photos may exist for this station.
 MN0547
 MN0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0547
 MN0547. The following values were computed from the NAD 83(1995) position.
 MN0547
 MN0547;                    North         East     Units Scale Factor Converg.
 MN0547;SPC NE       -   156,006.358   239,415.176   MT  0.99967311   -2 03 35.1
 MN0547;SPC NE       -   511,830.86    785,481.29   sFT  0.99967311   -2 03 35.1
 MN0547;UTM  13      - 4,562,271.595   658,639.703   MT  0.99990974   +1 14 46.7
 MN0547
 MN0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0547!SPC NE       -   0.99979449  x   0.99967311  =   0.99946767
 MN0547!UTM  13      -   0.99979449  x   0.99990974  =   0.99970425
 MN0547
 MN0547:                Primary Azimuth Mark                     Grid Az
 MN0547:SPC NE       -  80 28 AZ MK                              183 23 38.6
 MN0547:UTM  13      -  80 28 AZ MK                              180 05 16.8
 MN0547
 MN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5863962271(NAD 83)
 MN0547
 MN0547|---------------------------------------------------------------------|
 MN0547| PID    Reference Object                     Distance      Geod. Az  |
 MN0547|                                                           dddmmss.s |
 MN0547| MN0546 80 28 AZ MK                         APPROX. 1.2 KM 1812003.5 |
 MN0547| CP7230 80 28 RM 1                           18.038 METERS 19051     |
 MN0547| CP7231 80 28 RM 2                           20.635 METERS 35000     |
 MN0547|---------------------------------------------------------------------|
 MN0547
 MN0547                          SUPERSEDED SURVEY CONTROL
 MN0547
 MN0547  NAD 83(1993)-  41 11 46.60197(N)    103 06 29.28538(W) AD(       ) 2
 MN0547  NAD 83(1986)-  41 11 46.59544(N)    103 06 29.28530(W) AD(       ) 2
 MN0547  NAD 27      -  41 11 46.65595(N)    103 06 27.55272(W) AD(       ) 2
 MN0547  NGVD 29 (07/19/86) 1329.5    (m)         4362.     (f) VERT ANG       
 MN0547
 MN0547.Superseded values are not recommended for survey control.
 MN0547
 MN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0547.See file dsdata.pdf to determine how the superseded data were derived.
 MN0547
 MN0547_MARKER: DS = TRIANGULATION STATION DISK
 MN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0547_STAMPING: 80-28 1964
 MN0547_MARK LOGO: NEDR
 MN0547_PROJECTION: FLUSH
 MN0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0547+STABILITY: SURFACE MOTION
 MN0547
 MN0547  HISTORY     - Date     Condition        Report By
 MN0547  HISTORY     - 1964     MONUMENTED       NEDR
 MN0547
 MN0547                          STATION DESCRIPTION
 MN0547
 MN0547'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0547'STATION IS 0.5 MILE NORTH OF BROWNSON.  STATION IS NEAR THE
 MN0547'RANGE LINE BETWEEN SECTION 7, T14N R50W AND SECTION 12, T14N
 MN0547'R51W.
 MN0547'
 MN0547'TO REACH FROM THE ELEVATOR AT BROWNSON TAKE THE COUNTY ROAD
 MN0547'ON THE NORTH SIDE OF THE ELEVATOR PARALLELING THE RAILROAD
 MN0547'TRACK PROCEED SOUTHEASTERLY FOR 0.25 MILES TO AN INTERSECTION
 MN0547'WITH A NORTH-SOUTH COUNTY ROAD, TURN LEFT, NORTH, ON COUNTY
 MN0547'ROAD FOR 0.5 MILE TO THE BASE OF A ROCK BLUFF WHERE THE COUNTY
 MN0547'ROAD JOGS TO THE NORTHEAST.  LEAVE THE COUNTY ROAD AND PROCEED
 MN0547'NORTH TO THE FLAT TOP OF THE BLUFF AND THE STATION.
 MN0547'
 MN0547'STATION MARK, A STANDARD NEBRASKA DISK IN A CONCRETE MONUMENT,
 MN0547'STAMPED 80-28 1964 IS LOCATED IN THE EASTERN 1/3 OF THE FLAT
 MN0547'TOP AND EQUAL DISTANCE BETWEEN THE NORTH AND SOUTH EDGE OF
 MN0547'THE FLAT TOP.  MONUMENT IS FLUSH WITH THE GROUND.
 MN0547'
 MN0547'REFERENCE MARK 1, A STANDARD NEBRASKA DISK STAMPED 80-28
 MN0547'NO. 1 1964.  MONUMENT IS 0.2 FT ABOVE GROUND.
 MN0547'
 MN0547'REFERENCE MARK 2, A STANDARD NEBRASKA DISK STAMPED 80-28
 MN0547'NO. 2 1964.  MONUMENT IS 0.2 FT ABOVE GROUND.
 MN0547'
 MN0547'AZIMUTH MARK, A STANDARD NEBRASKA DISK STAMPED 80-28 1964.
 MN0547'MONUMENT 0.2 FEET ABOVE GROUND.  THE AZIMUTH MARK IS 0.5 MILE
 MN0547'SOUTH OF THE STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 MN0547'OF A NORTH-SOUTH COUNTY ROAD AND NORTHWEST-SOUTHEAST COUNTY
 MN0547'ROAD ON THE NORTH SIDE OF THE RAILROAD TRACK.  MONUMENT IS
 MN0547'50 FEET SOUTHWEST OF CENTER OF INTERSECTION AND 22.2 FEET
 MN0547'NORTHWEST FROM A POWER POLE IN THE SOUTHWEST QUADRANT OF THE
 MN0547'INTERCHANGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0546 ***********************************************************************
 MN0546  DESIGNATION -  80 28 AZ MK
 MN0546  PID         -  MN0546
 MN0546  STATE/COUNTY-  NE/CHEYENNE
 MN0546  COUNTRY     -  US
 MN0546  USGS QUAD   -  BROWNSON (2017)
 MN0546
 MN0546                         *CURRENT SURVEY CONTROL
 MN0546  ______________________________________________________________________
 MN0546* NAD 83(1995) POSITION- 41 11 08.04126(N) 103 06 30.47389(W)   ADJUSTED
 MN0546* NAVD 88 ORTHO HEIGHT -  1283.    (meters)     4209.    (feet) VERTCON
 MN0546  ______________________________________________________________________
 MN0546  GEOID HEIGHT    -        -19.673 (meters)                     GEOID18
 MN0546  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 MN0546  HORZ ORDER      -  SECOND
 MN0546
 MN0546.The horizontal coordinates were established by classical geodetic methods
 MN0546.and adjusted by the National Geodetic Survey in August 1997.
 MN0546
 MN0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0546
 MN0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0546.GEOID18 height accuracy estimate available here.
 MN0546
 MN0546.Click photographs - Photos may exist for this station.
 MN0546
 MN0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0546
 MN0546. The following values were computed from the NAD 83(1995) position.
 MN0546
 MN0546;                    North         East     Units Scale Factor Converg.
 MN0546;SPC NE       -   154,818.904   239,344.752   MT  0.99967413   -2 03 35.9
 MN0546;SPC NE       -   507,935.02    785,250.24   sFT  0.99967413   -2 03 35.9
 MN0546;UTM  13      - 4,561,081.776   658,637.873   MT  0.99990973   +1 14 45.0
 MN0546
 MN0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0546!SPC NE       -   0.99980194  x   0.99967413  =   0.99947613
 MN0546!UTM  13      -   0.99980194  x   0.99990973  =   0.99971169
 MN0546
 MN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5863761081(NAD 83)
 MN0546
 MN0546                          SUPERSEDED SURVEY CONTROL
 MN0546
 MN0546  NAD 83(1993)-  41 11 08.04025(N)    103 06 30.47423(W) AD(       ) 2
 MN0546  NAD 83(1986)-  41 11 08.03360(N)    103 06 30.47423(W) AD(       ) 2
 MN0546  NAD 27      -  41 11 08.09318(N)    103 06 28.74151(W) AD(       ) 2
 MN0546  NGVD 29 (07/19/86) 1282.     (m)         4206.     (f) VERT ANG       
 MN0546
 MN0546.Superseded values are not recommended for survey control.
 MN0546
 MN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0546.See file dsdata.pdf to determine how the superseded data were derived.
 MN0546
 MN0546_MARKER: DZ = AZIMUTH MARK DISK
 MN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0546_STAMPING: 80-28 1964
 MN0546_MARK LOGO: NEDR
 MN0546_PROJECTION: FLUSH
 MN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0546+STABILITY: SURFACE MOTION
 MN0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0546+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 MN0546
 MN0546  HISTORY     - Date     Condition        Report By
 MN0546  HISTORY     - 1964     MONUMENTED       NEDR
 MN0546  HISTORY     - 20170525 GOOD             GEOCAC
 MN0546
 MN0546                          STATION DESCRIPTION
 MN0546
 MN0546'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0546'STATION IS 0.5 MILE NORTH OF BROWNSON.  STATION IS NEAR THE
 MN0546'RANGE LINE BETWEEN SECTION 7, T14N R50W AND SECTION 12, T14N
 MN0546'R51W.
 MN0546'
 MN0546'TO REACH FROM THE ELEVATOR AT BROWNSON TAKE THE COUNTY ROAD
 MN0546'ON THE NORTH SIDE OF THE ELEVATOR PARALLELING THE RAILROAD
 MN0546'TRACK PROCEED SOUTHEASTERLY FOR 0.25 MILES TO AN INTERSECTION
 MN0546'WITH A NORTH-SOUTH COUNTY ROAD, TURN LEFT, NORTH, ON COUNTY
 MN0546'ROAD FOR 0.5 MILE TO THE BASE OF A ROCK BLUFF WHERE THE COUNTY
 MN0546'ROAD JOGS TO THE NORTHEAST.  LEAVE THE COUNTY ROAD AND PROCEED
 MN0546'NORTH TO THE FLAT TOP OF THE BLUFF AND THE STATION.
 MN0546'
 MN0546'AZIMUTH MARK, A STANDARD NEBRASKA DISK STAMPED 80-28 1964.
 MN0546'MONUMENT 0.2 FEET ABOVE GROUND.  THE AZIMUTH MARK IS 0.5 MILE
 MN0546'SOUTH OF THE STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 MN0546'OF A NORTH-SOUTH COUNTY ROAD AND NORTHWEST-SOUTHEAST COUNTY
 MN0546'ROAD ON THE NORTH SIDE OF THE RAILROAD TRACK.  MONUMENT IS
 MN0546'50 FEET SOUTHWEST OF CENTER OF INTERSECTION AND 22.2 FEET
 MN0546'NORTHWEST FROM A POWER POLE IN THE SOUTHWEST QUADRANT OF THE
 MN0546'INTERCHANGE.
 MN0546
 MN0546                          STATION RECOVERY (2017)
 MN0546
 MN0546'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0546'THE STATION IS 0.25 MI (0.40 KM) SOUTHEAST OF BROWNSON.
 MN0546'
 MN0546'TO REACH FROM BROWNSON TAKE KREADER ST SOUTHEASTERLY FOR 0.25 MI (0.40
 MN0546'KM) TO AN INTERSECTION WITH A NORTH-SOUTH COUNTY ROAD (99) AND THE
 MN0546'MARK ON THE RIGHT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 MN0546'MONUMENT IS 50 FT (15.2 M) SOUTHWEST OF CENTER OF INTERSECTION, 13 FT
 MN0546'(4.0 M) NORTHEAST OF A POWER POLE AND 10.5 FT (3.2 M) SOUTH-SOUTHEAST
 MN0546'OF A STEEL WITNESS POST SET IN A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1243 ***********************************************************************
 LH1243  DESIGNATION -  80 3
 LH1243  PID         -  LH1243
 LH1243  STATE/COUNTY-  NE/HALL
 LH1243  COUNTRY     -  US
 LH1243  USGS QUAD   -  WOOD RIVER (2017)
 LH1243
 LH1243                         *CURRENT SURVEY CONTROL
 LH1243  ______________________________________________________________________
 LH1243* NAD 83(1995) POSITION- 40 46 28.66144(N) 098 32 59.95328(W)   ADJUSTED
 LH1243* NAVD 88 ORTHO HEIGHT -   592.0   (meters)     1942.    (feet) VERTCON
 LH1243  ______________________________________________________________________
 LH1243  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 LH1243  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LH1243  HORZ ORDER      -  SECOND
 LH1243
 LH1243.The horizontal coordinates were established by classical geodetic methods
 LH1243.and adjusted by the National Geodetic Survey in August 1997.
 LH1243
 LH1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1243
 LH1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1243.GEOID18 height accuracy estimate available here.
 LH1243
 LH1243.Click photographs - Photos may exist for this station.
 LH1243
 LH1243.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1243
 LH1243. The following values were computed from the NAD 83(1995) position.
 LH1243
 LH1243;                    North         East     Units Scale Factor Converg.
 LH1243;SPC NE       -   105,536.270   622,374.076   MT  0.99973940   +0 57 39.3
 LH1243;SPC NE       -   346,246.91  2,041,905.61   sFT  0.99973940   +0 57 39.3
 LH1243;UTM  14      - 4,513,836.540   537,975.460   MT  0.99961775   +0 17 38.0
 LH1243
 LH1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1243!SPC NE       -   0.99991106  x   0.99973940  =   0.99965048
 LH1243!UTM  14      -   0.99991106  x   0.99961775  =   0.99952884
 LH1243
 LH1243:                Primary Azimuth Mark                     Grid Az
 LH1243:SPC NE       -  80 3 AZ MK                               248 38 10.2
 LH1243:UTM  14      -  80 3 AZ MK                               249 18 11.5
 LH1243
 LH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3797513836(NAD 83)
 LH1243
 LH1243|---------------------------------------------------------------------|
 LH1243| PID    Reference Object                     Distance      Geod. Az  |
 LH1243|                                                           dddmmss.s |
 LH1243| CN8485 80 3 RM 1                            10.898 METERS 13358     |
 LH1243| CN8486 80 3 RM 2                            19.983 METERS 23512     |
 LH1243| CN8484 80 3 AZ MK                                         2493549.5 |
 LH1243| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 6.7 KM 3175921.5 |
 LH1243|---------------------------------------------------------------------|
 LH1243
 LH1243                          SUPERSEDED SURVEY CONTROL
 LH1243
 LH1243  NAD 83(1986)-  40 46 28.66887(N)    098 32 59.95390(W) AD(       ) 2
 LH1243  NAD 27      -  40 46 28.62100(N)    098 32 58.71190(W) AD(       ) 2
 LH1243  NGVD 29 (07/19/86)  591.7    (m)         1941.     (f) VERT ANG       
 LH1243
 LH1243.Superseded values are not recommended for survey control.
 LH1243
 LH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1243.See file dsdata.pdf to determine how the superseded data were derived.
 LH1243
 LH1243_MARKER: DS = TRIANGULATION STATION DISK
 LH1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1243_STAMPING: 80-3 1959
 LH1243_MARK LOGO: CGS
 LH1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1243+STABILITY: SURFACE MOTION
 LH1243
 LH1243  HISTORY     - Date     Condition        Report By
 LH1243  HISTORY     - 1959     MONUMENTED       CGS
 LH1243
 LH1243                          STATION DESCRIPTION
 LH1243
 LH1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1243'STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF WOOD RIVER
 LH1243'AND 8.0 MILES SOUTHWEST OF ALDA.  IT IS IN THE SW 1/4 SEC. 3, T 9
 LH1243'N, R 11 W.
 LH1243'
 LH1243'THE STATION, STAMPED 80-3 1959, IS SET ABOUT 6 INCHES BELOW THE
 LH1243'SURFACE OF THE GROUND.  IT IS 34.0 FEET WEST-SOUTHWEST OF A
 LH1243'STANDARD METAL WITNESS POST, 17.6 FEET NORTH OF A FENCE CORNER
 LH1243'POST, 36.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 50.5 FEET
 LH1243'NORTHWEST OF A TELEPHONE POLE, AND 44.3 FEET SOUTH EAST OF
 LH1243'THE CENTERLINE OF A CURVE JOINING SECTION LINE ROADS.
 LH1243'
 LH1243'R.M. 1, STAMPED 80-3 NO. 1 1959 IS SET IN THE TOP OF A CONCRETE
 LH1243'FILLED TRANSITE PIPE 4 INCHES IN DIAMETER.  THE 30 INCH LONG
 LH1243'PIPE PROJECTS APPROXIMATELY 4 INCHES ABOVE THE SURFACE OF THE
 LH1243'GROUND.  IT IS 1.0 FEET WEST OF A NORTH-SOUTH FENCELINE AND 36.0
 LH1243'FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.  IT IS ABOUT 2 FEET
 LH1243'ABOVE THE ELEVATION OF THE STATION.
 LH1243'
 LH1243'R.M. 2, STAMPED 80-3 NO. 2 1959 IS SET IN THE TOP OF A ROUND
 LH1243'CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER.  THE 30 INCH
 LH1243'LONG PIPE PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 LH1243'AND IS 1 FOOT ABOVE THE ELEVATION OF THE STATION.  IT IS 30.2 FEET
 LH1243'SOUTH OF THE CENTERLINE OF THE ROAD AND 1.0 FEET SOUTH OF THE
 LH1243'EAST-WEST FENCE.
 LH1243'
 LH1243'AZIMUTH MARK, STAMPED 80-3 1959, IS SET IN THE TOP OF A ROUND
 LH1243'CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER.  THE 36
 LH1243'INCH LONG PIPE PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 LH1243'GROUND.  IT IS 14.2 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 LH1243'TO A WHITE HOUSE, 1.0 FEET EAST OF THE NORTH-SOUTH FENCE ON
 LH1243'THE EAST SIDE OF THE DRIVE, 6.6 FEET NORTH OF THE FENCE CORNER
 LH1243'POST, 37.6 FEET NORTH OF THE CENTERLINE OF THE SECTION LINE
 LH1243'ROAD, 61.1 FEET SOUTHEAST OF THE SOUTH TREE OF A GROUP OF
 LH1243'COTTONWOODS, AND 0.8 FEET EAST OF A STANDARD METAL WITNESS
 LH1243'POST.
 LH1243'
 LH1243'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.55 MILES WEST
 LH1243'ON A GRAVEL ROAD TO A DRIVEWAY ON THE RIGHT AND THE MARK
 LH1243'AS DESCRIBED.
 LH1243'
 LH1243'TO REACH THE STATION FROM THE EAST SECTION LINE ROAD BORDERING
 LH1243'WOOD RIVER GO EAST ON HIGHWAY U.S. 30 2 MILES, TURN SOUTH ON
 LH1243'THE SECTION LINE ROAD AND GO 4.25 MILES TO THE STATION NORTH OF
 LH1243'THE NORTH-WEST CURVE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1242 ***********************************************************************
 LH1242  DESIGNATION -  80 3 A
 LH1242  PID         -  LH1242
 LH1242  STATE/COUNTY-  NE/HALL
 LH1242  COUNTRY     -  US
 LH1242  USGS QUAD   -  WOOD RIVER (2017)
 LH1242
 LH1242                         *CURRENT SURVEY CONTROL
 LH1242  ______________________________________________________________________
 LH1242* NAD 83(1995) POSITION- 40 45 34.63940(N) 098 35 20.15465(W)   ADJUSTED
 LH1242* NAVD 88 ORTHO HEIGHT -   598.16  (+/-2cm)     1962.5   (feet) VERTCON
 LH1242  ______________________________________________________________________
 LH1242  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 LH1242  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1242  HORZ ORDER      -  SECOND
 LH1242  VERT ORDER      -  THIRD ? (See Below)
 LH1242
 LH1242.The horizontal coordinates were established by classical geodetic methods
 LH1242.and adjusted by the National Geodetic Survey in August 1997.
 LH1242
 LH1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1242
 LH1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1242.GEOID18 height accuracy estimate available here.
 LH1242
 LH1242.The vertical order pertains to the NGVD 29 superseded value.
 LH1242
 LH1242.Click photographs - Photos may exist for this station.
 LH1242
 LH1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1242
 LH1242. The following values were computed from the NAD 83(1995) position.
 LH1242
 LH1242;                    North         East     Units Scale Factor Converg.
 LH1242;SPC NE       -   103,816.120   619,114.806   MT  0.99974275   +0 56 06.4
 LH1242;SPC NE       -   340,603.39  2,031,212.49   sFT  0.99974275   +0 56 06.4
 LH1242;UTM  14      - 4,512,154.651   534,696.799   MT  0.99961482   +0 16 06.2
 LH1242
 LH1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1242!SPC NE       -   0.99991008  x   0.99974275  =   0.99965286
 LH1242!UTM  14      -   0.99991008  x   0.99961482  =   0.99952494
 LH1242
 LH1242:                Primary Azimuth Mark                     Grid Az
 LH1242:SPC NE       -  WOOD RIVER MUNICIPAL TANK                348 42 00.0
 LH1242:UTM  14      -  WOOD RIVER MUNICIPAL TANK                349 22 00.2
 LH1242
 LH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3469612154(NAD 83)
 LH1242
 LH1242|---------------------------------------------------------------------|
 LH1242| PID    Reference Object                     Distance      Geod. Az  |
 LH1242|                                                           dddmmss.s |
 LH1242| LH0494 R 287                                89.520 METERS 10138     |
 LH1242| LH1245 80 4 B                              304.665 METERS 17336     |
 LH1242| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 6.8 KM 3493806.4 |
 LH1242|---------------------------------------------------------------------|
 LH1242
 LH1242                          SUPERSEDED SURVEY CONTROL
 LH1242
 LH1242  NAD 83(1986)-  40 45 34.64686(N)    098 35 20.15504(W) AD(       ) 2
 LH1242  NAD 27      -  40 45 34.60110(N)    098 35 18.92220(W) AD(       ) 2
 LH1242  NGVD 29             597.91   (m)         1961.6    (f) LEVELING    3  
 LH1242
 LH1242.Superseded values are not recommended for survey control.
 LH1242
 LH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1242.See file dsdata.pdf to determine how the superseded data were derived.
 LH1242
 LH1242_MARKER: DS = TRIANGULATION STATION DISK
 LH1242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH1242_STAMPING: 80-3 A 1959
 LH1242_MARK LOGO: CGS
 LH1242_MAGNETIC: P = MARKER IS A STEEL PIPE
 LH1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1242
 LH1242  HISTORY     - Date     Condition        Report By
 LH1242  HISTORY     - 1959     MONUMENTED       CGS
 LH1242
 LH1242                          STATION DESCRIPTION
 LH1242
 LH1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1242'STATION IS LOCATED 4 MILES SOUTH OF WOOD RIVER IN THE SOUTHEAST
 LH1242'CORNER OF THE SOUTHEAST 1/4 SEC. 7, T 9 N, R 11 W AND ON THE
 LH1242'WEST SIDE OF STATE HIGHWAY 60, IN A FENCE LINE 212 FEET WEST OF
 LH1242'THE CENTERLINE OF NEWLY PAVED ROAD.  STATION IS MARKED WITH A 3
 LH1242'FOOT LENGTH OF CONCRETE FILLED TRANSITE PIPE WITH A STANDARD
 LH1242'DISK SET IN THE TOP AND STAMPED 80-3 A 1959 AND IS LEVEL WITH
 LH1242'THE SURFACE OF THE GROUND.
 LH1242'
 LH1242'BENCH MARK R 287 WAS USED AS A REFERENCE POINT.
 LH1242'
 LH1242'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WOOD RIVER, GO
 LH1242'NORTHEAST ON U.S. HIGHWAY 30 FOR 0.7 MILE, TURN RIGHT, GO SOUTH
 LH1242'FOR 4.5 MILES TO STATION SITE 200 FEET TO THE WEST, NORTHWEST
 LH1242'ACROSS ROAD FROM THE FARM RESIDENCE OF W.H. LAMBRECHT.
 LH1242'
 LH1242'ELEVATION OF 80-3 A 1961.64 FT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1269 ***********************************************************************
 LH1269  DESIGNATION -  80 4
 LH1269  PID         -  LH1269
 LH1269  STATE/COUNTY-  NE/HALL
 LH1269  COUNTRY     -  US
 LH1269  USGS QUAD   -  DENMAN (2017)
 LH1269
 LH1269                         *CURRENT SURVEY CONTROL
 LH1269  ______________________________________________________________________
 LH1269* NAD 83(1995) POSITION- 40 44 33.25821(N) 098 37 35.69261(W)   ADJUSTED
 LH1269* NAVD 88 ORTHO HEIGHT -   600.3   (meters)     1969.    (feet) VERTCON
 LH1269  ______________________________________________________________________
 LH1269  GEOID HEIGHT    -        -24.879 (meters)                     GEOID18
 LH1269  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 LH1269  HORZ ORDER      -  SECOND
 LH1269
 LH1269.The horizontal coordinates were established by classical geodetic methods
 LH1269.and adjusted by the National Geodetic Survey in August 1997.
 LH1269
 LH1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1269
 LH1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1269.GEOID18 height accuracy estimate available here.
 LH1269
 LH1269.Click photographs - Photos may exist for this station.
 LH1269
 LH1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1269
 LH1269. The following values were computed from the NAD 83(1995) position.
 LH1269
 LH1269;                    North         East     Units Scale Factor Converg.
 LH1269;SPC NE       -   101,872.240   615,966.983   MT  0.99974663   +0 54 36.6
 LH1269;SPC NE       -   334,225.84  2,020,885.01   sFT  0.99974663   +0 54 36.6
 LH1269;UTM  14      - 4,510,247.774   531,526.990   MT  0.99961223   +0 14 37.4
 LH1269
 LH1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1269!SPC NE       -   0.99990975  x   0.99974663  =   0.99965641
 LH1269!UTM  14      -   0.99990975  x   0.99961223  =   0.99952202
 LH1269
 LH1269:                Primary Azimuth Mark                     Grid Az
 LH1269:SPC NE       -  80 4 AZ MK                               269 22 13.6
 LH1269:UTM  14      -  80 4 AZ MK                               270 02 12.8
 LH1269
 LH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3152610247(NAD 83)
 LH1269
 LH1269|---------------------------------------------------------------------|
 LH1269| PID    Reference Object                     Distance      Geod. Az  |
 LH1269|                                                           dddmmss.s |
 LH1269| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 8.8 KM 0125239.2 |
 LH1269| CN8487 80 4 AZ MK                                         2701650.2 |
 LH1269| CN8488 80 4 RM 1                            28.864 METERS 28601     |
 LH1269| LH1247 SHELTON MUNICIPAL TANK              APPROX. 9.8 KM 2932241.7 |
 LH1269| CN8489 80 4 RM 2                            28.502 METERS 33416     |
 LH1269|---------------------------------------------------------------------|
 LH1269
 LH1269                          SUPERSEDED SURVEY CONTROL
 LH1269
 LH1269  NAD 83(1986)-  40 44 33.26580(N)    098 37 35.69274(W) AD(       ) 2
 LH1269  NAD 27      -  40 44 33.21330(N)    098 37 34.44170(W) AD(       ) 2
 LH1269  NGVD 29 (07/19/86)  600.0    (m)         1968.     (f) VERT ANG       
 LH1269
 LH1269.Superseded values are not recommended for survey control.
 LH1269
 LH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1269.See file dsdata.pdf to determine how the superseded data were derived.
 LH1269
 LH1269_MARKER: DS = TRIANGULATION STATION DISK
 LH1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1269_STAMPING: 80-4 1959
 LH1269_MARK LOGO: CGS
 LH1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1269+STABILITY: SURFACE MOTION
 LH1269
 LH1269  HISTORY     - Date     Condition        Report By
 LH1269  HISTORY     - 1959     MONUMENTED       CGS
 LH1269
 LH1269                          STATION DESCRIPTION
 LH1269
 LH1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1269'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF
 LH1269'WOOD RIVER, AND 6.3 MILES SOUTHEAST OF SHELTON.  IT IS IN THE
 LH1269'NE CORNER OF THE NE 1/4 SECTION 23, T 9 N, R 12 W, AND IN
 LH1269'MARTIN TOWNSHIP.
 LH1269'
 LH1269'THE STATION, STAMPED 80-4 1959, IS SET ABOUT 6 INCHES BELOW THE
 LH1269'SURFACE OF THE GROUND.  IT IS 30.5 FEET NORTHWEST OF THE SOUTH
 LH1269'ONE OF A GROUP OF WILLOW TREES, 75.0 FEET EAST-NORTHEAST OF A
 LH1269'TWIN TRUNK COTTON WOOD TREE, 55.5 FEET SOUTHEAST OF THE CENTERLINE
 LH1269'OF THE GRAVEL ROAD AND 27.8 FEET WEST OF THE FENCE ON THE
 LH1269'EAST SIDE OF THE NORTH-SOUTH ROAD.
 LH1269'
 LH1269'R.M. 1, STAMPED 80-4 NO. 1, 1959, IS SET IN THE TOP OF A 30 INCH
 LH1269'LONG ROUND CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER
 LH1269'AND SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25.7 FEET
 LH1269'NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF THE FENCE
 LH1269'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LH1269'
 LH1269'R.M. 2, STAMPED 80-4 NO 2 1959, IS SET IN THE TOP OF A 30 INCH
 LH1269'LONG ROUND CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER AND
 LH1269'SET 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT EAST
 LH1269'OF A STANDARD METAL WITNESS POST, 1.5 FEET EAST OF A NORTH-SOUTH
 LH1269'FENCE ON THE WEST SIDE OF THE ROAD, AND 26.8 FEET WEST OF THE
 LH1269'CENTERLINE OF A GRAVEL ROAD.
 LH1269'
 LH1269'AZIMUTH MARK, STAMPED 80-4 1959, IS SET IN THE TOP OF A 36 INCH
 LH1269'LONG ROUND CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER
 LH1269'AND IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LH1269'IS 2.8 FEET EAST OF THE EAST END OF A BOARD GATE, 1.0 FEET SOUTH
 LH1269'OF A STANDARD METAL WITNESS POST, AND 35.5 FEET NORTH OF THE
 LH1269'CENTERLINE OF A GRAVEL ROAD.
 LH1269'
 LH1269'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVEL
 LH1269'ROAD FOR 0.5 MILES TO THE GATE ON THE RIGHT AND THE MARK.
 LH1269'
 LH1269'TO REACH THE STATION FROM THE INTERSECTION OF NEBRASKA 60 AND
 LH1269'U.S. 30 AT THE WEST EDGE OF WOOD RIVER GO WEST ON U.S. 30 1.0
 LH1269'MILES, TURN SOUTH AND GO 4.8 MILES ON THE GRAVEL SECTIONLINE
 LH1269'ROAD TO THE STATION ON THE LEFT.
 LH1269'
 LH1269'HEIGHT OF LIGHT ABOVE STATION MARK 25.32 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1270 ***********************************************************************
 LH1270  DESIGNATION -  80 4 A
 LH1270  PID         -  LH1270
 LH1270  STATE/COUNTY-  NE/HALL
 LH1270  COUNTRY     -  US
 LH1270  USGS QUAD   -  DENMAN (2017)
 LH1270
 LH1270                         *CURRENT SURVEY CONTROL
 LH1270  ______________________________________________________________________
 LH1270* NAD 83(1995) POSITION- 40 43 44.94048(N) 098 39 53.10274(W)   ADJUSTED
 LH1270* NAVD 88 ORTHO HEIGHT -   606.    (meters)     1988.    (feet) VERTCON
 LH1270  ______________________________________________________________________
 LH1270  GEOID HEIGHT    -        -24.856 (meters)                     GEOID18
 LH1270  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LH1270  HORZ ORDER      -  SECOND
 LH1270
 LH1270.The horizontal coordinates were established by classical geodetic methods
 LH1270.and adjusted by the National Geodetic Survey in August 1997.
 LH1270
 LH1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1270
 LH1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1270.GEOID18 height accuracy estimate available here.
 LH1270
 LH1270.Click photographs - Photos may exist for this station.
 LH1270
 LH1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1270
 LH1270. The following values were computed from the NAD 83(1995) position.
 LH1270
 LH1270;                    North         East     Units Scale Factor Converg.
 LH1270;SPC NE       -   100,331.856   612,767.348   MT  0.99974975   +0 53 05.5
 LH1270;SPC NE       -   329,172.10  2,010,387.54   sFT  0.99974975   +0 53 05.5
 LH1270;UTM  14      - 4,508,744.907   528,310.101   MT  0.99960986   +0 13 07.5
 LH1270
 LH1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1270!SPC NE       -   0.99990881  x   0.99974975  =   0.99965858
 LH1270!UTM  14      -   0.99990881  x   0.99960986  =   0.99951870
 LH1270
 LH1270:                Primary Azimuth Mark                     Grid Az
 LH1270:SPC NE       -  SHELTON MUNICIPAL TANK                   311 58 50.3
 LH1270:UTM  14      -  SHELTON MUNICIPAL TANK                   312 38 48.3
 LH1270
 LH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2831008744(NAD 83)
 LH1270
 LH1270|---------------------------------------------------------------------|
 LH1270| PID    Reference Object                     Distance      Geod. Az  |
 LH1270|                                                           dddmmss.s |
 LH1270| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.11.3 KM 0271459.8 |
 LH1270| LH1247 SHELTON MUNICIPAL TANK              APPROX. 7.9 KM 3125155.8 |
 LH1270|---------------------------------------------------------------------|
 LH1270
 LH1270                          SUPERSEDED SURVEY CONTROL
 LH1270
 LH1270  NAD 83(1986)-  40 43 44.94799(N)    098 39 53.10305(W) AD(       ) 2
 LH1270  NAD 27      -  40 43 44.89400(N)    098 39 51.84710(W) AD(       ) 2
 LH1270  NGVD 29 (07/19/86)  606.     (m)         1988.     (f) VERT ANG       
 LH1270
 LH1270.Superseded values are not recommended for survey control.
 LH1270
 LH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1270.See file dsdata.pdf to determine how the superseded data were derived.
 LH1270
 LH1270_MARKER: DS = TRIANGULATION STATION DISK
 LH1270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH1270_STAMPING: 80-4 A 1959
 LH1270_MARK LOGO: CGS
 LH1270_MAGNETIC: P = MARKER IS A STEEL PIPE
 LH1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1270
 LH1270  HISTORY     - Date     Condition        Report By
 LH1270  HISTORY     - 1959     MONUMENTED       CGS
 LH1270
 LH1270                          STATION DESCRIPTION
 LH1270
 LH1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1270'STATION IS LOCATED 7 MILES SOUTH 27 DEGREES WEST OF WOOD RIVER,
 LH1270'APPROXIMATELY 500 FEET NORTH OF THE SOUTHEAST CORNER OF
 LH1270'SEC. 21, T 9 N, R 12 W.  THE STATION IS MARKED WITH A 3 FOOT
 LH1270'LENGTH OF TRANSITE PIPE FILLED WITH CONCRETE WITH A STANDARD
 LH1270'DISK SET IN THE TOP, STAMPED 80-4 A 1959, THE MARK PROTRUDES 6
 LH1270'INCHES AND IS ON AN EARTH DIKE APPROXIMATELY 6 FEET ABOVE THE
 LH1270'SURROUNDING GROUND LEVEL.
 LH1270'
 LH1270'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WOOD RIVER, GO
 LH1270'SOUTHWEST ON U.S. HIGHWAY 30 FOR 3.7 MILES, TURN LEFT, GO SOUTH
 LH1270'ON SECTION LINE ROAD FOR 4.5 MILES, BEAR RIGHT AND FOLLOW
 LH1270'FARM ROAD SOUTH ON THE WEST SIDE OF THE SECTION LINE FENCE FOR
 LH1270'0.4 MILES TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1245 ***********************************************************************
 LH1245  DESIGNATION -  80 4 B
 LH1245  PID         -  LH1245
 LH1245  STATE/COUNTY-  NE/HALL
 LH1245  COUNTRY     -  US
 LH1245  USGS QUAD   -  WOOD RIVER (2017)
 LH1245
 LH1245                         *CURRENT SURVEY CONTROL
 LH1245  ______________________________________________________________________
 LH1245* NAD 83(1995) POSITION- 40 45 24.82431(N) 098 35 18.70673(W)   ADJUSTED
 LH1245* NAVD 88 ORTHO HEIGHT -   597.23  (+/-2cm)     1959.4   (feet) VERTCON
 LH1245  ______________________________________________________________________
 LH1245  GEOID HEIGHT    -        -24.898 (meters)                     GEOID18
 LH1245  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LH1245  HORZ ORDER      -  SECOND
 LH1245  VERT ORDER      -  THIRD ? (See Below)
 LH1245
 LH1245.The horizontal coordinates were established by classical geodetic methods
 LH1245.and adjusted by the National Geodetic Survey in August 1997.
 LH1245
 LH1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1245
 LH1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1245.GEOID18 height accuracy estimate available here.
 LH1245
 LH1245.The vertical order pertains to the NGVD 29 superseded value.
 LH1245
 LH1245.Click photographs - Photos may exist for this station.
 LH1245
 LH1245.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1245
 LH1245. The following values were computed from the NAD 83(1995) position.
 LH1245
 LH1245;                    North         East     Units Scale Factor Converg.
 LH1245;SPC NE       -   103,514.026   619,153.696   MT  0.99974336   +0 56 07.4
 LH1245;SPC NE       -   339,612.27  2,031,340.08   sFT  0.99974336   +0 56 07.4
 LH1245;UTM  14      - 4,511,852.163   534,732.167   MT  0.99961485   +0 16 07.1
 LH1245
 LH1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1245!SPC NE       -   0.99991023  x   0.99974336  =   0.99965361
 LH1245!UTM  14      -   0.99991023  x   0.99961485  =   0.99952511
 LH1245
 LH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3473211852(NAD 83)
 LH1245
 LH1245                          SUPERSEDED SURVEY CONTROL
 LH1245
 LH1245  NAD 83(1986)-  40 45 24.83183(N)    098 35 18.70712(W) AD(       ) 2
 LH1245  NAD 27      -  40 45 24.77710(N)    098 35 17.47330(W) AD(       ) 2
 LH1245  NGVD 29             596.98   (m)         1958.6    (f) LEVELING    3  
 LH1245
 LH1245.Superseded values are not recommended for survey control.
 LH1245
 LH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1245.See file dsdata.pdf to determine how the superseded data were derived.
 LH1245
 LH1245_MARKER: DS = TRIANGULATION STATION DISK
 LH1245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH1245_STAMPING: 80-4 B 1959
 LH1245_MARK LOGO: CGS
 LH1245_MAGNETIC: P = MARKER IS A STEEL PIPE
 LH1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1245
 LH1245  HISTORY     - Date     Condition        Report By
 LH1245  HISTORY     - 1959     MONUMENTED       CGS
 LH1245
 LH1245                          STATION DESCRIPTION
 LH1245
 LH1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1245'STATION IS LOCATED 4 MILES SOUTH OF WOODRIVER, IN THE NORTHEAST
 LH1245'CORNER OF THE NORTHEAST 1/4 SEC. 18, T 9 N, R 11 W, IN A FENCE
 LH1245'LINE WEST OF STATE HIGHWAY 60, 200 FEET SOUTH OF T ROAD WEST AND
 LH1245'APPROXIMATELY 500 FEET NORTH OF NORTH END OF THE PLATTE RIVER
 LH1245'BRIDGE.
 LH1245'
 LH1245'STATION IS MARKED WITH A 3 FOOT LENGTH OF CONCRETE FILLED
 LH1245'TRANSITE PIPE WITH A STANDARD DISK SET IN THE TOP AND STAMPED
 LH1245'80-4 B 1959, IT IS 5.8 FEET NORTHEAST OF A STEEL FENCE POST, 31.6
 LH1245'FEET SOUTHEAST OF A TELEPHONE POLE LS226 AND PROTRUDES ABOUT
 LH1245'ONE INCH.
 LH1245'
 LH1245'ANGULAR MEASUREMENTS, AND BOTH MEASURED AND TELLUROMETER DISTANCES
 LH1245'WERE MADE FROM A SEMI-PERMANENT ECCENTRIC POINT.  ECCENTRIC POINT
 LH1245'IS MARKED BY A 3/4 INCH IRON ROD BURIED 8 INCHES, IN SHOULDER
 LH1245'OF THE ROADWAY, 19.05 FEET EAST OF A 80-4 B, REFERENCED BY
 LH1245'DISTANCE TO NAIL IN TELEPHONE POLE, 29.4 FEET AND TO STEEL FENCE
 LH1245'POST 22.74 FEET.
 LH1245'
 LH1245'STATION 80-4 B IS ON TANGENCY FROM THE ECCENTRIC POINT TO 80-4.
 LH1245'
 LH1245'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WOOD RIVER, GO
 LH1245'NORTHEAST ON U.S. HIGHWAY 30 FOR 0.7 MILE, TURN RIGHT, GO SOUTH ON
 LH1245'PAVED ROAD FOR 4.65 MILES TO THE STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1244 ***********************************************************************
 LH1244  DESIGNATION -  80 4 B ECC
 LH1244  PID         -  LH1244
 LH1244  STATE/COUNTY-  NE/HALL
 LH1244  COUNTRY     -  US
 LH1244  USGS QUAD   -  WOOD RIVER (2017)
 LH1244
 LH1244                         *CURRENT SURVEY CONTROL
 LH1244  ______________________________________________________________________
 LH1244* NAD 83(1995) POSITION- 40 45 24.91332(N) 098 35 18.48552(W)   ADJUSTED
 LH1244* NAVD 88 ORTHO HEIGHT -   598.10  (+/-2cm)     1962.3   (feet) VERTCON
 LH1244  ______________________________________________________________________
 LH1244  GEOID HEIGHT    -        -24.898 (meters)                     GEOID18
 LH1244  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LH1244  HORZ ORDER      -  SECOND
 LH1244  VERT ORDER      -  THIRD ? (See Below)
 LH1244
 LH1244.The horizontal coordinates were established by classical geodetic methods
 LH1244.and adjusted by the National Geodetic Survey in August 1997.
 LH1244
 LH1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1244
 LH1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1244.GEOID18 height accuracy estimate available here.
 LH1244
 LH1244.The vertical order pertains to the NGVD 29 superseded value.
 LH1244
 LH1244.Click photographs - Photos may exist for this station.
 LH1244
 LH1244.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1244
 LH1244. The following values were computed from the NAD 83(1995) position.
 LH1244
 LH1244;                    North         East     Units Scale Factor Converg.
 LH1244;SPC NE       -   103,516.855   619,158.838   MT  0.99974336   +0 56 07.5
 LH1244;SPC NE       -   339,621.55  2,031,356.95   sFT  0.99974336   +0 56 07.5
 LH1244;UTM  14      - 4,511,854.932   534,737.341   MT  0.99961485   +0 16 07.2
 LH1244
 LH1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1244!SPC NE       -   0.99991009  x   0.99974336  =   0.99965348
 LH1244!UTM  14      -   0.99991009  x   0.99961485  =   0.99952498
 LH1244
 LH1244:                Primary Azimuth Mark                     Grid Az
 LH1244:SPC NE       -  WOOD RIVER MUNICIPAL TANK                348 49 30.6
 LH1244:UTM  14      -  WOOD RIVER MUNICIPAL TANK                349 29 30.9
 LH1244
 LH1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3473711854(NAD 83)
 LH1244
 LH1244|---------------------------------------------------------------------|
 LH1244| PID    Reference Object                     Distance      Geod. Az  |
 LH1244|                                                           dddmmss.s |
 LH1244| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 7.1 KM 3494538.1 |
 LH1244| LH1242 80 3 A                              302.564 METERS 35234     |
 LH1244|---------------------------------------------------------------------|
 LH1244
 LH1244                          SUPERSEDED SURVEY CONTROL
 LH1244
 LH1244  NAD 83(1986)-  40 45 24.92082(N)    098 35 18.48592(W) AD(       ) 2
 LH1244  NAD 27      -  40 45 24.86050(N)    098 35 17.25140(W) AD(       ) 2
 LH1244  NGVD 29             597.85   (m)         1961.4    (f) LEVELING    3  
 LH1244
 LH1244.Superseded values are not recommended for survey control.
 LH1244
 LH1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1244.See file dsdata.pdf to determine how the superseded data were derived.
 LH1244
 LH1244_MARKER: I = METAL ROD
 LH1244_SETTING: 0 = UNSPECIFIED SETTING
 LH1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1244
 LH1244  HISTORY     - Date     Condition        Report By
 LH1244  HISTORY     - 1959     MONUMENTED       CGS
 LH1244
 LH1244                          STATION DESCRIPTION
 LH1244
 LH1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1244'THIS IS SEMI-PERMANENTLY MARKED STATION.  SEE DESCRIPTION OF
 LH1244'STATION 80-4 B.  STATION IS MARKED WITH A 5/8 INCH IRON ROD,
 LH1244'4 FEET LONG AND DRIVEN IN THE SHOULDER OF THE ROADWAY, 8 INCHES
 LH1244'BELOW THE PRESENT ROAD LEVEL, PUNCH MARK DENOTES CENTER.  STATION
 LH1244'80-4 B IS ON TANGENCY TO 80-4.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1268 ***********************************************************************
 LH1268  DESIGNATION -  80 5
 LH1268  PID         -  LH1268
 LH1268  STATE/COUNTY-  NE/BUFFALO
 LH1268  COUNTRY     -  US
 LH1268  USGS QUAD   -  DENMAN (2017)
 LH1268
 LH1268                         *CURRENT SURVEY CONTROL
 LH1268  ______________________________________________________________________
 LH1268* NAD 83(1995) POSITION- 40 43 18.02273(N) 098 44 25.17026(W)   ADJUSTED
 LH1268* NAVD 88 ORTHO HEIGHT -   614.27  (+/-2cm)     2015.3   (feet) VERTCON
 LH1268  ______________________________________________________________________
 LH1268  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 LH1268  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 LH1268  HORZ ORDER      -  SECOND
 LH1268  VERT ORDER      -  THIRD ? (See Below)
 LH1268
 LH1268.The horizontal coordinates were established by classical geodetic methods
 LH1268.and adjusted by the National Geodetic Survey in August 1997.
 LH1268
 LH1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1268
 LH1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1268.GEOID18 height accuracy estimate available here.
 LH1268
 LH1268.The vertical order pertains to the NGVD 29 superseded value.
 LH1268
 LH1268.Click photographs - Photos may exist for this station.
 LH1268
 LH1268.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1268
 LH1268. The following values were computed from the NAD 83(1995) position.
 LH1268
 LH1268;                    North         East     Units Scale Factor Converg.
 LH1268;SPC NE       -    99,406.042   606,397.343   MT  0.99975151   +0 50 05.2
 LH1268;SPC NE       -   326,134.66  1,989,488.62   sFT  0.99975151   +0 50 05.2
 LH1268;UTM  14      - 4,507,893.292   521,930.679   MT  0.99960592   +0 10 09.9
 LH1268
 LH1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1268!SPC NE       -   0.99990754  x   0.99975151  =   0.99965907
 LH1268!UTM  14      -   0.99990754  x   0.99960592  =   0.99951349
 LH1268
 LH1268:                Primary Azimuth Mark                     Grid Az
 LH1268:SPC NE       -  D 287                                    351 55 37.1
 LH1268:UTM  14      -  D 287                                    352 35 32.4
 LH1268
 LH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2193007893(NAD 83)
 LH1268
 LH1268|---------------------------------------------------------------------|
 LH1268| PID    Reference Object                     Distance      Geod. Az  |
 LH1268|                                                           dddmmss.s |
 LH1268| LH1247 SHELTON MUNICIPAL TANK              APPROX. 6.2 KM 0051454.4 |
 LH1268| CN8490 80 5 RM 1                            29.071 METERS 14531     |
 LH1268| CN8491 80 5 RM 2                            99.036 METERS 18813     |
 LH1268| LH1276 GIBBON MUNICIPAL TANK               APPROX. 9.3 KM 2875623.2 |
 LH1268| LH0486 D 287                                              3524542.3 |
 LH1268|---------------------------------------------------------------------|
 LH1268
 LH1268                          SUPERSEDED SURVEY CONTROL
 LH1268
 LH1268  NAD 83(1986)-  40 43 18.03023(N)    098 44 25.17056(W) AD(       ) 2
 LH1268  NAD 27      -  40 43 17.97700(N)    098 44 23.90790(W) AD(       ) 2
 LH1268  NGVD 29             614.02   (m)         2014.5    (f) LEVELING    3  
 LH1268
 LH1268.Superseded values are not recommended for survey control.
 LH1268
 LH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1268.See file dsdata.pdf to determine how the superseded data were derived.
 LH1268
 LH1268_MARKER: DS = TRIANGULATION STATION DISK
 LH1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1268_STAMPING: 80-5 1959
 LH1268_MARK LOGO: CGS
 LH1268_PROJECTION: RECESSED 30 CENTIMETERS
 LH1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1268+STABILITY: SURFACE MOTION
 LH1268
 LH1268  HISTORY     - Date     Condition        Report By
 LH1268  HISTORY     - 1959     MONUMENTED       CGS
 LH1268
 LH1268                          STATION DESCRIPTION
 LH1268
 LH1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1268'STATION IS LOCATED ABOUT 4 MILES SOUTH OF SHELTON AND ABOUT
 LH1268'5.5 MILES SOUTHEAST OF GIBBON.  IT IS IN THE SOUTHWEST 1/4
 LH1268'SECTION 25, T8N, R12W AND IN SHELTON TOWNSHIP.
 LH1268'
 LH1268'STATION, STAMPED, 80-5 1959, IS SET ABOUT 1.0 FOOT BELOW THE
 LH1268'ELEVATION OF THE GROUND.  IT IS 13.5 FEET WEST OF THE FENCE, 13.0
 LH1268'FEET WEST OF A STANDARD METAL WITNESS POST, 93.8 FEET EAST OF THE
 LH1268'CENTERLINE OF THE ROAD AND 111.5 FEET WEST OF THE WEST RAIL OF
 LH1268'THE RAILROAD TRACKS.
 LH1268'
 LH1268'R.M. 1, STAMPED 80-5 NO 1 1959, PROJECTS ABOUT 3 INCHES.  IT
 LH1268'IS 99.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 148.4
 LH1268'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET ABOVE THE
 LH1268'ELEVATION OF THE STATION AND 1.0 FOOT WEST OF THE FENCE.
 LH1268'
 LH1268'R.M. 2, IS A STANDARD CONCRETE RIGHT-OF-WAY MARKER POST THAT
 LH1268'PROJECTS ABOUT 1 FOOT.  IT IS 45.0 FEET EAST OF THE CENTERLINE
 LH1268'OF THE ROAD, 88.6 FEET NORTH OF A YARD FENCE AND IS ABOUT 2 FEET
 LH1268'ABOVE THE ELEVATION OF THE STATION.  POINT MEASURED TO WAS A
 LH1268'REBAR IN THE TOP OF THE CONCRETE POST.
 LH1268'
 LH1268'AZIMUTH MARK, STAMPED D 287 1949, IS A STANDARD BENCH MARK DISK
 LH1268'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 LH1268'ABOUT 12 INCHES ABOVE THE ELEVATION OF THE GROUND.  IT IS 132.8
 LH1268'FEET WEST OF THE CENTERLINE OF THE ROAD, 71.5 FEET SOUTH OF THE
 LH1268'SOUTHWEST CORNER OF THE PORCH, 12.0 FEET SOUTH OF THE CENTERLINE
 LH1268'OF THE DRIVEWAY TO THE HOUSE AND 24.5 FEET NORTHEAST OF THE
 LH1268'NORTHEAST CORNER OF THE GARAGE.
 LH1268'
 LH1268'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.5 MILE
 LH1268'TO THE FIRST HOUSE ON THE WEST SIDE OF THE ROAD AND THE MARK
 LH1268'AS DESCRIBED.
 LH1268'
 LH1268'TO REACH THE STATION FROM THE COUNTY ROAD ON SOUTH EDGE OF
 LH1268'SHELTON, GO SOUTH ON GRAVEL ROAD FOR 3.6 MILES TO THE STATION
 LH1268'ON THE LEFT, EAST SIDE OF ROAD.  THIS IS JUST AFTER CROSSING THE
 LH1268'RAILROAD TRACKS.
 LH1268'
 LH1268'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1274 ***********************************************************************
 LH1274  DESIGNATION -  80 5 A
 LH1274  PID         -  LH1274
 LH1274  STATE/COUNTY-  NE/BUFFALO
 LH1274  COUNTRY     -  US
 LH1274  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1274
 LH1274                         *CURRENT SURVEY CONTROL
 LH1274  ______________________________________________________________________
 LH1274* NAD 83(1995) POSITION- 40 42 53.61551(N) 098 46 47.83966(W)   ADJUSTED
 LH1274* NAVD 88 ORTHO HEIGHT -   618.    (meters)     2028.    (feet) VERTCON
 LH1274  ______________________________________________________________________
 LH1274  GEOID HEIGHT    -        -24.739 (meters)                     GEOID18
 LH1274  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 LH1274  HORZ ORDER      -  SECOND
 LH1274
 LH1274.The horizontal coordinates were established by classical geodetic methods
 LH1274.and adjusted by the National Geodetic Survey in August 1997.
 LH1274
 LH1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1274
 LH1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1274.GEOID18 height accuracy estimate available here.
 LH1274
 LH1274.Click photographs - Photos may exist for this station.
 LH1274
 LH1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1274
 LH1274. The following values were computed from the NAD 83(1995) position.
 LH1274
 LH1274;                    North         East     Units Scale Factor Converg.
 LH1274;SPC NE       -    98,605.416   603,060.844   MT  0.99975312   +0 48 30.7
 LH1274;SPC NE       -   323,507.94  1,978,542.12   sFT  0.99975312   +0 48 30.7
 LH1274;UTM  14      - 4,507,131.567   518,585.603   MT  0.99960425   +0 08 36.7
 LH1274
 LH1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1274!SPC NE       -   0.99990691  x   0.99975312  =   0.99966005
 LH1274!UTM  14      -   0.99990691  x   0.99960425  =   0.99951119
 LH1274
 LH1274:                Primary Azimuth Mark                     Grid Az
 LH1274:SPC NE       -  GIBBON MUNICIPAL TANK                    302 27 27.5
 LH1274:UTM  14      -  GIBBON MUNICIPAL TANK                    303 07 21.5
 LH1274
 LH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1858507131(NAD 83)
 LH1274
 LH1274|---------------------------------------------------------------------|
 LH1274| PID    Reference Object                     Distance      Geod. Az  |
 LH1274|                                                           dddmmss.s |
 LH1274| CN8493 80 5 A RM 1                                        13102     |
 LH1274| CN8494 80 5 A RM 2                          10.872 METERS 20309     |
 LH1274| LH1276 GIBBON MUNICIPAL TANK               APPROX. 6.6 KM 3031558.2 |
 LH1274|---------------------------------------------------------------------|
 LH1274
 LH1274                          SUPERSEDED SURVEY CONTROL
 LH1274
 LH1274  NAD 83(1986)-  40 42 53.62297(N)    098 46 47.84014(W) AD(       ) 2
 LH1274  NAD 27      -  40 42 53.56820(N)    098 46 46.57770(W) AD(       ) 2
 LH1274  NGVD 29 (07/19/86)  618.     (m)         2028.     (f) VERT ANG       
 LH1274
 LH1274.Superseded values are not recommended for survey control.
 LH1274
 LH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1274.See file dsdata.pdf to determine how the superseded data were derived.
 LH1274
 LH1274_MARKER: DS = TRIANGULATION STATION DISK
 LH1274_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH1274_STAMPING: 80-5 A 1959
 LH1274_MARK LOGO: CGS
 LH1274_PROJECTION: FLUSH
 LH1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1274
 LH1274  HISTORY     - Date     Condition        Report By
 LH1274  HISTORY     - 1959     MONUMENTED       CGS
 LH1274
 LH1274                          STATION DESCRIPTION
 LH1274
 LH1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1274'STATION IS LOCATED 4 MILES SOUTHEAST OF GIBBON IN THE SOUTHEAST
 LH1274'CORNER OF THE SOUTHEAST 1/4 SEC. 28, T 9 N, R 13 W, IN A PASTURE,
 LH1274'30 FEET NORTH OF THE NORTH FENCE LANE LINE, 24.8 FEET
 LH1274'WEST-NORTHWEST OF A FENCE CORNER POST AND 2 FEET NORTH OF A
 LH1274'STEEL FENCE POST.
 LH1274'
 LH1274'STATION IS MARKED WITH A 4 INCH ROUND CONCRETE POST, 36 INCHES
 LH1274'LONG, LEVEL WITH THE GROUND SURFACE IN TOP OF WHICH IS SET A
 LH1274'STANDARD DISK STAMPED 80-5 A 1959.
 LH1274'
 LH1274'REFERENCE MARKS ARE 3 FOOT LENGTHS OF CONCRETE FILLED TRANSITE
 LH1274'PIPE WITH STANDARD DISK IN THE TOP, BOTH ARE 0.6 FEET NORTH OF
 LH1274'THE NORTH FENCE LINE, PROTRUDE 3 INCHES AND ARE STAMPED 80 5 A
 LH1274'NO 1 AND NO 2 1959 RESPECTIVELY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1272 ***********************************************************************
 LH1272  DESIGNATION -  80 6
 LH1272  PID         -  LH1272
 LH1272  STATE/COUNTY-  NE/BUFFALO
 LH1272  COUNTRY     -  US
 LH1272  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1272
 LH1272                         *CURRENT SURVEY CONTROL
 LH1272  ______________________________________________________________________
 LH1272* NAD 83(1995) POSITION- 40 41 46.30129(N) 098 50 43.92698(W)   ADJUSTED
 LH1272* NAVD 88 ORTHO HEIGHT -   630.49  (+/-2cm)     2068.5   (feet) VERTCON
 LH1272  ______________________________________________________________________
 LH1272  GEOID HEIGHT    -        -24.688 (meters)                     GEOID18
 LH1272  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 LH1272  HORZ ORDER      -  SECOND
 LH1272  VERT ORDER      -  THIRD ? (See Below)
 LH1272
 LH1272.The horizontal coordinates were established by classical geodetic methods
 LH1272.and adjusted by the National Geodetic Survey in August 1997.
 LH1272
 LH1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1272
 LH1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1272.GEOID18 height accuracy estimate available here.
 LH1272
 LH1272.The vertical order pertains to the NGVD 29 superseded value.
 LH1272
 LH1272.Click photographs - Photos may exist for this station.
 LH1272
 LH1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1272
 LH1272. The following values were computed from the NAD 83(1995) position.
 LH1272
 LH1272;                    North         East     Units Scale Factor Converg.
 LH1272;SPC NE       -    96,453.613   597,549.176   MT  0.99975763   +0 45 54.2
 LH1272;SPC NE       -   316,448.23  1,960,459.25   sFT  0.99975763   +0 45 54.2
 LH1272;UTM  14      - 4,505,044.164   513,050.188   MT  0.99960210   +0 06 02.6
 LH1272
 LH1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1272!SPC NE       -   0.99990498  x   0.99975763  =   0.99966263
 LH1272!UTM  14      -   0.99990498  x   0.99960210  =   0.99950712
 LH1272
 LH1272:                Primary Azimuth Mark                     Grid Az
 LH1272:SPC NE       -  F 289                                    001 26 42.3
 LH1272:UTM  14      -  F 289                                    002 06 33.9
 LH1272
 LH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1305005044(NAD 83)
 LH1272
 LH1272|---------------------------------------------------------------------|
 LH1272| PID    Reference Object                     Distance      Geod. Az  |
 LH1272|                                                           dddmmss.s |
 LH1272| LH1276 GIBBON MUNICIPAL TANK               APPROX. 5.7 KM 0001250.5 |
 LH1272| LH0479 F 289                                              0021236.5 |
 LH1272| CN8495 80 6 RM 1                            60.411 METERS 17420     |
 LH1272| CN8496 80 6 RM 2                            41.065 METERS 30007     |
 LH1272|---------------------------------------------------------------------|
 LH1272
 LH1272                          SUPERSEDED SURVEY CONTROL
 LH1272
 LH1272  NAD 83(1986)-  40 41 46.30859(N)    098 50 43.92725(W) AD(       ) 2
 LH1272  NAD 27      -  40 41 46.25540(N)    098 50 42.64900(W) AD(       ) 2
 LH1272  NGVD 29             630.23   (m)         2067.7    (f) LEVELING    3  
 LH1272
 LH1272.Superseded values are not recommended for survey control.
 LH1272
 LH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1272.See file dsdata.pdf to determine how the superseded data were derived.
 LH1272
 LH1272_MARKER: DS = TRIANGULATION STATION DISK
 LH1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1272_STAMPING: 80-6 1959
 LH1272_MARK LOGO: CGS
 LH1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1272+STABILITY: SURFACE MOTION
 LH1272
 LH1272  HISTORY     - Date     Condition        Report By
 LH1272  HISTORY     - 1959     MONUMENTED       CGS
 LH1272
 LH1272                          STATION DESCRIPTION
 LH1272
 LH1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1272'STATION IS LOCATED 3.5 MILES SOUTH OF GIBBON, ON A SAND KNOLL
 LH1272'IN A PASTURE ON A PROLONGATION OF THE CENTERLINE OF THE ROAD
 LH1272'AND IN THE NORTHEAST 1/4 SECTION 1, T8N AND R18W.
 LH1272'
 LH1272'STATION, STAMPED 80-6 1959, A STANDARD DISK SET IN THE TOP OF A
 LH1272'SQUARE CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.  IT IS
 LH1272'134.2 FEET NORTHWEST TO A TELEPHONE POLE, 136.2 FEET
 LH1272'WEST-NORTHWEST TO NORTH-EAST SOUTHWEST FENCE LINE ON THE EAST
 LH1272'SIDE OF THE ROAD AND 192.4 FEET WEST-NORTHWEST TO THE CENTERLINE
 LH1272'OF THE SURFACED ROAD.
 LH1272'
 LH1272'R.M. 1, STAMPED 80-6 NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1272'OF A SQUARE CONCRETE POST THAT PROTRUDES 2 INCHES.  IT IS 1.8
 LH1272'FEET SOUTHEAST TO NORTHEAST SOUTHWEST FENCE AND 2.1 FEET WEST
 LH1272'TO A STEEL FENCE POST.
 LH1272'
 LH1272'R.M. 2, STAMPED 80-6 NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1272'OF A SQUARE CONCRETE POST THAT PROTRUDES 3 INCHES.  IT IS 2.8
 LH1272'FEET SOUTH-SOUTHWEST TO A TELEPHONE POLE, 2.0 FEET WEST-NORTHWEST
 LH1272'TO A NORTHEAST SOUTHWEST FENCE LINE AND 51.7 FEET
 LH1272'WEST-NORTHWEST TO THE CENTERLINE OF THE SURFACED ROAD
 LH1272'
 LH1272'AZIMUTH MARK, STAMPED F 289 1949, A STANDARD BENCH MARK DISK SET
 LH1272'IN THE TOP OF A SQUARE CONCRETE POST THAT PROTRUDES 8 INCHES.
 LH1272'IT IS 46.6 FEET EAST OF THE CENTERLINE OF THE SURFACED ROAD,
 LH1272'15.5 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A 4 X 4
 LH1272'POST AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE ON THE EAST SIDE
 LH1272'OF THE ROAD.
 LH1272'
 LH1272'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SURFACED
 LH1272'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF THE
 LH1272'ROAD.
 LH1272'
 LH1272'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 30 AND THE
 LH1272'PAVED SECTION LINE ROAD IN GIBBON, GO SOUTH ON THE SECTION LINE
 LH1272'ROAD FOR 3.7 MILES TO A SCHOOL HOUSE ON THE RIGHT AND A GATE ON
 LH1272'THE LEFT, EAST SIDE OF THE ROAD, TURN LEFT, PASSING THROUGH
 LH1272'THE GATE AND GO NORTHEAST FOR 0.1 MILE TO THE TOP OF THE SAND
 LH1272'HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1287 ***********************************************************************
 LH1287  DESIGNATION -  80 6 A
 LH1287  PID         -  LH1287
 LH1287  STATE/COUNTY-  NE/BUFFALO
 LH1287  COUNTRY     -  US
 LH1287  USGS QUAD   -  NEWARK (2017)
 LH1287
 LH1287                         *CURRENT SURVEY CONTROL
 LH1287  ______________________________________________________________________
 LH1287* NAD 83(1995) POSITION- 40 41 34.20605(N) 098 55 05.93128(W)   ADJUSTED
 LH1287* NAVD 88 ORTHO HEIGHT -   633.4   (meters)     2078.    (feet) VERTCON
 LH1287  ______________________________________________________________________
 LH1287  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 LH1287  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 LH1287  HORZ ORDER      -  SECOND
 LH1287
 LH1287.The horizontal coordinates were established by classical geodetic methods
 LH1287.and adjusted by the National Geodetic Survey in August 1997.
 LH1287
 LH1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1287
 LH1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1287.GEOID18 height accuracy estimate available here.
 LH1287
 LH1287.Click photographs - Photos may exist for this station.
 LH1287
 LH1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1287
 LH1287. The following values were computed from the NAD 83(1995) position.
 LH1287
 LH1287;                    North         East     Units Scale Factor Converg.
 LH1287;SPC NE       -    96,001.108   591,404.546   MT  0.99975845   +0 43 00.6
 LH1287;SPC NE       -   314,963.64  1,940,299.75   sFT  0.99975845   +0 43 00.6
 LH1287;UTM  14      - 4,504,662.953   506,901.691   MT  0.99960059   +0 03 11.7
 LH1287
 LH1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1287!SPC NE       -   0.99990452  x   0.99975845  =   0.99966299
 LH1287!UTM  14      -   0.99990452  x   0.99960059  =   0.99950514
 LH1287
 LH1287:                Primary Azimuth Mark                     Grid Az
 LH1287:SPC NE       -  KEARNEY ROCKWELL MFG CO TANK             279 19 45.2
 LH1287:UTM  14      -  KEARNEY ROCKWELL MFG CO TANK             279 59 34.1
 LH1287
 LH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0690104662(NAD 83)
 LH1287
 LH1287|---------------------------------------------------------------------|
 LH1287| PID    Reference Object                     Distance      Geod. Az  |
 LH1287|                                                           dddmmss.s |
 LH1287| CN8497 80 6 A RM 1                          11.363 METERS 08136     |
 LH1287| CN8498 80 6 A RM 2                           6.596 METERS 26146     |
 LH1287| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX.10.0 KM 2800245.8 |
 LH1287|---------------------------------------------------------------------|
 LH1287
 LH1287                          SUPERSEDED SURVEY CONTROL
 LH1287
 LH1287  NAD 83(1986)-  40 41 34.21318(N)    098 55 05.93174(W) AD(       ) 2
 LH1287  NAD 27      -  40 41 34.15820(N)    098 55 04.63950(W) AD(       ) 2
 LH1287  NGVD 29 (07/19/86)  633.1    (m)         2077.     (f) VERT ANG       
 LH1287
 LH1287.Superseded values are not recommended for survey control.
 LH1287
 LH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1287.See file dsdata.pdf to determine how the superseded data were derived.
 LH1287
 LH1287_MARKER: DS = TRIANGULATION STATION DISK
 LH1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1287_STAMPING: 80-6 A 1959
 LH1287_MARK LOGO: CGS
 LH1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1287+STABILITY: SURFACE MOTION
 LH1287
 LH1287  HISTORY     - Date     Condition        Report By
 LH1287  HISTORY     - 1959     MONUMENTED       CGS
 LH1287
 LH1287                          STATION DESCRIPTION
 LH1287
 LH1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1287'STATION IS LOCATED 8.5 MILES EAST OF KEARNEY AND 5.5 MILES
 LH1287'SOUTHWEST OF GIBBON, IN THE NORTHEAST 1/4 SEC. 5, T 8 N, R 14 W.
 LH1287'
 LH1287'THE STATION IS IN A PRIVATE DRIVEWAY, 0.5 FEET BELOW THE
 LH1287'SURFACE OF THE GROUND, 3 FEET EAST OF WEST ROAD SHOULDER, 21.5
 LH1287'FEET EAST OF THE WEST LANE FENCE LINE AND 37 FEET WEST OF THE
 LH1287'EAST LANE FENCE LINE AND 21.9 FEET NORTH OF THE DRIVEWAY.
 LH1287'(EAST OF THE FARM HOUSE) STATION IS A STANDARD DISK SET IN THE
 LH1287'TOP OF A CONCRETE POST AND STAMPED 80-6 A 1959.
 LH1287'
 LH1287'REFERENCE MARKS ARE 3 FOOT LENGTHS OF CONCRETE FILLED TRANSITE
 LH1287'PIPES WITH STANDARD DISK SET IN THE TOP, BOTH PROTRUDE 0.5 FEET,
 LH1287'ARE STAMPED RESPECTIVELY 80-6 A NO 1 AND NO 2 1959 AND ARE 0.5
 LH1287'FEET INSIDE OF THE EAST-WEST LANE FENCE LINE, RESPECTIVELY EAST
 LH1287'AND WEST OF THE STATION AND ARE VERY CLOSE TO TANGENCY.
 LH1287'
 LH1287'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GIBBON, GO
 LH1287'SOUTHWEST ON U.S. HIGHWAY 30 FOR 4.75 MILES, (0.4 MILE NORTHEAST OF
 LH1287'THE RAILROAD SIDING IN OPTIC) TURN LEFT, GO SOUTH ON SECTION LINE
 LH1287'ROAD 2.4 MILES, TURN RIGHT, GO WEST FOR 0.3 MILE TO A FARM LANE
 LH1287'ON THE LEFT, TURN LEFT, GO SOUTH FOR 0.45 MILE TO THE STATION AS
 LH1287'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1288 ***********************************************************************
 LH1288  DESIGNATION -  80 7
 LH1288  PID         -  LH1288
 LH1288  STATE/COUNTY-  NE/BUFFALO
 LH1288  COUNTRY     -  US
 LH1288  USGS QUAD   -  NEWARK (2017)
 LH1288
 LH1288                         *CURRENT SURVEY CONTROL
 LH1288  ______________________________________________________________________
 LH1288* NAD 83(1995) POSITION- 40 41 02.99210(N) 098 58 13.06138(W)   ADJUSTED
 LH1288* NAVD 88 ORTHO HEIGHT -   639.7   (meters)     2099.    (feet) VERTCON
 LH1288  ______________________________________________________________________
 LH1288  GEOID HEIGHT    -        -24.574 (meters)                     GEOID18
 LH1288  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LH1288  HORZ ORDER      -  SECOND
 LH1288
 LH1288.The horizontal coordinates were established by classical geodetic methods
 LH1288.and adjusted by the National Geodetic Survey in August 1997.
 LH1288
 LH1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1288
 LH1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1288.GEOID18 height accuracy estimate available here.
 LH1288
 LH1288.Click photographs - Photos may exist for this station.
 LH1288
 LH1288.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1288
 LH1288. The following values were computed from the NAD 83(1995) position.
 LH1288
 LH1288;                    North         East     Units Scale Factor Converg.
 LH1288;SPC NE       -    94,984.929   587,023.763   MT  0.99976059   +0 40 56.6
 LH1288;SPC NE       -   311,629.72  1,925,927.13   sFT  0.99976059   +0 40 56.6
 LH1288;UTM  14      - 4,503,697.709   502,510.138   MT  0.99960008   +0 01 09.7
 LH1288
 LH1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1288!SPC NE       -   0.99990352  x   0.99976059  =   0.99966414
 LH1288!UTM  14      -   0.99990352  x   0.99960008  =   0.99950364
 LH1288
 LH1288:                Primary Azimuth Mark                     Grid Az
 LH1288:SPC NE       -  80 7 AZ MK                               275 07 37.6
 LH1288:UTM  14      -  80 7 AZ MK                               275 47 24.5
 LH1288
 LH1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0251003697(NAD 83)
 LH1288
 LH1288|---------------------------------------------------------------------|
 LH1288| PID    Reference Object                     Distance      Geod. Az  |
 LH1288|                                                           dddmmss.s |
 LH1288| CN8500 80 7 RM 1                            20.632 METERS 22228     |
 LH1288| CN8499 80 7 AZ MK                                         2754834.2 |
 LH1288| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 6.1 KM 2961549.0 |
 LH1288| CN8501 80 7 RM 2                            47.473 METERS 34235     |
 LH1288|---------------------------------------------------------------------|
 LH1288
 LH1288                          SUPERSEDED SURVEY CONTROL
 LH1288
 LH1288  NAD 83(1986)-  40 41 02.99909(N)    098 58 13.06185(W) AD(       ) 2
 LH1288  NAD 27      -  40 41 02.94620(N)    098 58 11.76150(W) AD(       ) 2
 LH1288  NGVD 29 (07/19/86)  639.4    (m)         2098.     (f) VERT ANG       
 LH1288
 LH1288.Superseded values are not recommended for survey control.
 LH1288
 LH1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1288.See file dsdata.pdf to determine how the superseded data were derived.
 LH1288
 LH1288_MARKER: DS = TRIANGULATION STATION DISK
 LH1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1288_STAMPING: 80-7 1959
 LH1288_MARK LOGO: CGS
 LH1288_PROJECTION: RECESSED 30 CENTIMETERS
 LH1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1288+STABILITY: SURFACE MOTION
 LH1288
 LH1288  HISTORY     - Date     Condition        Report By
 LH1288  HISTORY     - 1959     MONUMENTED       CGS
 LH1288
 LH1288                          STATION DESCRIPTION
 LH1288
 LH1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1288'STATION IS LOCATED ABOUT 6.8 MILES SOUTHWEST OF GIBBON, 4 MILES
 LH1288'SOUTHEAST OF KEARNEY AND IN THE NORTHWEST CORNER OF THE
 LH1288'NORTHWEST 1/4 SECTION 12, T 8 N, R 15 W AND IN NEWARK TOWNSHIP.
 LH1288'
 LH1288'STATION, STAMPED 80-7 1959, SET ABOUT 1 FOOT BELOW THE SURFACE
 LH1288'OF THE GROUND.  IT IS 84.7 FEET SOUTH OF THE SOUTH ONE OF A
 LH1288'ROW OF COTTONWOOD TREES, 15.0 FEET EAST OF THE CENTERLINE OF
 LH1288'THE TRACK ROAD, 156 FEET SOUTHEAST OF A FENCE CORNER POST AND
 LH1288'44.6 FEET EAST OF THE FENCE ON THE WEST SIDE OF THE ROAD.
 LH1288'
 LH1288'R.M. 1, STAMPED 80-7 NO 1 1959, PROTUDES ABOUT 4 INCHES.
 LH1288'IT IS 25.8 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST
 LH1288'OF THE FENCE ON THE WEST SIDE OF THE ROAD AND ABOUT THE SAME
 LH1288'ELEVATION AS THE STATION.
 LH1288'
 LH1288'R.M. 2, A METAL BOLT SET IN THE TOP OF A HIGHWAY RIGHT-OF-WAY
 LH1288'MARKER POST THAT PROTUDES ABOUT 1 FOOT.  IT IS 46.8 FEET SOUTH
 LH1288'OF THE CENTERLINE OF THE ROAD, 30.0 FEET WEST OF THE CENTERLINE
 LH1288'OF THE TRACK ROAD, 15.5 FEET EAST OF A TELEPHONE POLE AND 1 FOOT
 LH1288'EAST OF A FENCE CORNER POST.
 LH1288'
 LH1288'AZIMUTH MARK, STAMPED 80-7 1959, PROTUDES ABOUT 4 INCHES.
 LH1288'IT IS 1.5 FEET NORTH OF A TELEPHONE POLE, 23.5 FEET SOUTH OF
 LH1288'THE CENTERLINE OF THE EAST-WEST ROAD AND 68.0 FEET WEST OF A
 LH1288'FENCE CORNER POST.
 LH1288'
 LH1288'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL
 LH1288'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1288'
 LH1288'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 LH1288'AND 11TH STREET IN KEARNEY, GO EAST ON 11TH STREET FOR 6.0 MILES
 LH1288'TO THE END OF THE ROAD AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1313 ***********************************************************************
 LH1313  DESIGNATION -  80 7 A
 LH1313  PID         -  LH1313
 LH1313  STATE/COUNTY-  NE/BUFFALO
 LH1313  COUNTRY     -  US
 LH1313  USGS QUAD   -  KEARNEY (2017)
 LH1313
 LH1313                         *CURRENT SURVEY CONTROL
 LH1313  ______________________________________________________________________
 LH1313* NAD 83(1995) POSITION- 40 40 29.63132(N) 099 01 39.18567(W)   ADJUSTED
 LH1313* NAVD 88 ORTHO HEIGHT -   646.0   (meters)     2119.    (feet) VERTCON
 LH1313  ______________________________________________________________________
 LH1313  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 LH1313  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 LH1313  HORZ ORDER      -  SECOND
 LH1313
 LH1313.The horizontal coordinates were established by classical geodetic methods
 LH1313.and adjusted by the National Geodetic Survey in August 1997.
 LH1313
 LH1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1313
 LH1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1313.GEOID18 height accuracy estimate available here.
 LH1313
 LH1313.Click photographs - Photos may exist for this station.
 LH1313
 LH1313.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1313
 LH1313. The following values were computed from the NAD 83(1995) position.
 LH1313
 LH1313;                    North         East     Units Scale Factor Converg.
 LH1313;SPC NE       -    93,900.144   582,196.589   MT  0.99976290   +0 38 40.0
 LH1313;SPC NE       -   308,070.72  1,910,089.98   sFT  0.99976290   +0 38 40.0
 LH1313;UTM  14      - 4,502,668.996   497,671.523   MT  0.99960007   -0 01 04.6
 LH1313
 LH1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1313!SPC NE       -   0.99990253  x   0.99976290  =   0.99966545
 LH1313!UTM  14      -   0.99990253  x   0.99960007  =   0.99950264
 LH1313
 LH1313:                Primary Azimuth Mark                     Grid Az
 LH1313:SPC NE       -  KEARNEY ROCKWELL MFG CO TANK             349 27 36.3
 LH1313:UTM  14      -  KEARNEY ROCKWELL MFG CO TANK             350 07 20.9
 LH1313
 LH1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9767102668(NAD 83)
 LH1313
 LH1313|---------------------------------------------------------------------|
 LH1313| PID    Reference Object                     Distance      Geod. Az  |
 LH1313|                                                           dddmmss.s |
 LH1313| CN8502 80 7 A RM 1                          15.480 METERS 26700     |
 LH1313| CN8503 80 7 A RM 2                          27.703 METERS 32535     |
 LH1313| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 3.8 KM 3500616.3 |
 LH1313|---------------------------------------------------------------------|
 LH1313
 LH1313                          SUPERSEDED SURVEY CONTROL
 LH1313
 LH1313  NAD 83(1986)-  40 40 29.63816(N)    099 01 39.18625(W) AD(       ) 2
 LH1313  NAD 27      -  40 40 29.58600(N)    099 01 37.87760(W) AD(       ) 2
 LH1313  NGVD 29 (07/19/86)  645.7    (m)         2118.     (f) VERT ANG       
 LH1313
 LH1313.Superseded values are not recommended for survey control.
 LH1313
 LH1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1313.See file dsdata.pdf to determine how the superseded data were derived.
 LH1313
 LH1313_MARKER: DS = TRIANGULATION STATION DISK
 LH1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1313_STAMPING: 80-7 A 1959
 LH1313_MARK LOGO: CGS
 LH1313_PROJECTION: FLUSH
 LH1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1313+STABILITY: SURFACE MOTION
 LH1313
 LH1313  HISTORY     - Date     Condition        Report By
 LH1313  HISTORY     - 1959     MONUMENTED       CGS
 LH1313  HISTORY     - 1965     GOOD             CGS
 LH1313
 LH1313                          STATION DESCRIPTION
 LH1313
 LH1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1313'STATION IS LOCATED 3.5 MILES SOUTHEAST OF KEARNEY, IN THE
 LH1313'SOUTHWEST 1/4 SEC. 9, T 8 N R 15 W ON THE EAST SIDE OF THE
 LH1313'SECTION LINE ROAD, 2300 FEET (SCALED) NORTH OF SECTION CORNER
 LH1313'8, 9, 16 AND 17, ACROSS THE ROAD, EAST OF LOCKED GATE OF DIKED
 LH1313'ENCLOSURE.
 LH1313'
 LH1313'THE STATION IS 25.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH1313'102 FEET NORTH OF A POWERLINE POLE, 9.5 FEET SOUTH OF ANOTHER
 LH1313'POWERLINE POLE AND 0.6 FEET WEST OF A STEEL FENCE POST.  THE
 LH1313'MARK IS SET FLUSH WITH THE GROUND SURFACE.
 LH1313'
 LH1313'R.M. 1 IS ACROSS THE ROAD AND WEST OF THE STATION, 1 FOOT EAST
 LH1313'OF THE WEST FENCE LINE, 0.5 FEET SOUTHEAST OF A FENCE CORNER
 LH1313'POST AND 2.5 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LH1313'
 LH1313'R.M. 2 IS ON THE WEST SIDE OF THE ROAD, 1 FOOT EAST OF THE WEST
 LH1313'FENCE LINE, 3 FEET SOUTH OF THE SOUTH END OF THE IRON GATE
 LH1313'AND 27.5 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LH1313'
 LH1313'BOTH REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF A
 LH1313'3 FOOT LENGTH OF CONCRETE FILLED TRANSITE PIPE THAT ARE
 LH1313'PROTRUDING ABOUT 6 INCHES AND ARE STAMPED 80-7 A NO 1 AND NO 2
 LH1313'1959 RESPECTIVELY.
 LH1313'
 LH1313'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 11TH
 LH1313'STREET IN KEARNEY, GO EAST ON THE LATTER FOR 3.0 MILES, TURN
 LH1313'RIGHT, GO SOUTH FOR 5.5 MILES TO THE STATION AS DESCRIBED.
 LH1313'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A DIKED ENCLOSURE.
 LH1313
 LH1313                          STATION RECOVERY (1965)
 LH1313
 LH1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1313'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 LH1313'THE TWO REFERENCE MARKS HAVE BEEN DESTROYED.
 LH1313'
 LH1313'DUE TO THE GRADING OF THE ROAD IT WAS NECESSARY TO ESTABLISH
 LH1313'STATION 80-7A 2 AND DESTROY THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1315 ***********************************************************************
 LH1315  DESIGNATION -  80 7 A 2
 LH1315  PID         -  LH1315
 LH1315  STATE/COUNTY-  NE/BUFFALO
 LH1315  COUNTRY     -  US
 LH1315  USGS QUAD   -  KEARNEY (2017)
 LH1315
 LH1315                         *CURRENT SURVEY CONTROL
 LH1315  ______________________________________________________________________
 LH1315* NAD 83(1995) POSITION- 40 40 29.63365(N) 099 01 39.09682(W)   NO CHECK
 LH1315* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 LH1315  ______________________________________________________________________
 LH1315  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 LH1315  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 LH1315  HORZ ORDER      -  THIRD
 LH1315
 LH1315.The horizontal coordinates were established by classical geodetic methods
 LH1315.and adjusted by the National Geodetic Survey in August 1997.
 LH1315
 LH1315.No horizontal observational check was made to the station.
 LH1315
 LH1315.The orthometric height was scaled from a topographic map.
 LH1315
 LH1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1315.GEOID18 height accuracy estimate available here.
 LH1315
 LH1315.Click photographs - Photos may exist for this station.
 LH1315
 LH1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1315
 LH1315. The following values were computed from the NAD 83(1995) position.
 LH1315
 LH1315;                    North         East     Units Scale Factor Converg.
 LH1315;SPC NE       -    93,900.239   582,198.674   MT  0.99976290   +0 38 40.0
 LH1315;SPC NE       -   308,071.03  1,910,096.82   sFT  0.99976290   +0 38 40.0
 LH1315;UTM  14      - 4,502,669.067   497,673.608   MT  0.99960007   -0 01 04.6
 LH1315
 LH1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1315!SPC NE       -   0.99990248  x   0.99976290  =   0.99966541
 LH1315!UTM  14      -   0.99990248  x   0.99960007  =   0.99950259
 LH1315
 LH1315:                Primary Azimuth Mark                     Grid Az
 LH1315:SPC NE       -  KEARNEY ROCKWELL MFG CO TANK             349 25 43.9
 LH1315:UTM  14      -  KEARNEY ROCKWELL MFG CO TANK             350 05 28.5
 LH1315
 LH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9767302669(NAD 83)
 LH1315
 LH1315|---------------------------------------------------------------------|
 LH1315| PID    Reference Object                     Distance      Geod. Az  |
 LH1315|                                                           dddmmss.s |
 LH1315| CN8504 80 7 A 2 RM 3                        30.358 METERS 00036     |
 LH1315| CN8505 80 7 A 2 RM 4                        28.717 METERS 17958     |
 LH1315| LH1313 80 7 A                                2.088 METERS 26802     |
 LH1315| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 3.8 KM 3500423.9 |
 LH1315|---------------------------------------------------------------------|
 LH1315
 LH1315                          SUPERSEDED SURVEY CONTROL
 LH1315
 LH1315  NAD 83(1986)-  40 40 29.64050(N)    099 01 39.09740(W) AD(       ) 3
 LH1315  NAD 27      -  40 40 29.58830(N)    099 01 37.78880(W) AD(       ) 3
 LH1315
 LH1315.Superseded values are not recommended for survey control.
 LH1315
 LH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1315.See file dsdata.pdf to determine how the superseded data were derived.
 LH1315
 LH1315_MARKER: DS = TRIANGULATION STATION DISK
 LH1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1315_STAMPING: 80-7A 2 1965
 LH1315_MARK LOGO: CGS
 LH1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1315+STABILITY: SURFACE MOTION
 LH1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1315+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1315
 LH1315  HISTORY     - Date     Condition        Report By
 LH1315  HISTORY     - 1965     MONUMENTED       CGS
 LH1315  HISTORY     - 20050308 GOOD             NEDR
 LH1315
 LH1315                          STATION DESCRIPTION
 LH1315
 LH1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1315'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF KEARNEY,
 LH1315'IN THE SOUTHWEST 1/4 SEC. 9, T.8N, R.15W., ACROSS THE ROAD FROM A
 LH1315'GRAVEL PIT.  IT IS 196.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LH1315'CONCRETE BASE OF AN IRRIGATION WELL, 73 FEET SOUTH OF CENTER OF A
 LH1315'T-ROAD JUNCTION, 32 FEET EAST OF THE CENTER LINE OF ROAD AND 1.0
 LH1315'FOOT WEST OF A FENCE LINE AND METAL WITNESS POST.  A STANDARD
 LH1315'DISK, STAMPED, 80 7A 2 1965, IN THE TOP OF A CONCRETE MONUMENT
 LH1315'PROJECTING 5-INCHES ABOVE THE GROUND.
 LH1315'
 LH1315'REFERENCE MARK NO. 3 IS 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LH1315'OF THE CONCRETE BASE OF AN IRRIGATION WELL, 32 FEET EAST OF THE
 LH1315'CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF A POWER LINE POLE
 LH1315'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED, 80-7A
 LH1315'2 NO 3 1965, IN THE TOP OF A CONCRETE MONUMENT AND PROJECTING
 LH1315'5-INCHES ABOVE THE GROUND.
 LH1315'
 LH1315'REFERENCE MARK NO. 4 IS 32 FEET EAST OF CENTER LINE OF THE ROAD,
 LH1315'2 FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF THE
 LH1315'FENCE.  A STANDARD DISK, STAMPED, 80 7A 2 NO 4 1965, IN THE TOP
 LH1315'OF A CONCRETE MONUMENT PROJECTING 6-INCHES.
 LH1315'
 LH1315'TO REACH THE STATION FROM THE RAILROAD STATION IN KEARNEY, GO
 LH1315'SOUTH ON CENTRAL AVE. 0.65 MILE TO A CROSS STREET, TURN LEFT,
 LH1315'GO EAST ON 11TH STREET 2.9 MILES TO A CROSSROAD, TURN RIGHT,
 LH1315'GO SOUTH 0.65 MILE TO A SIDE ROAD RIGHT, LEADING TO A DISPOSAL
 LH1315'PLANT AND STATION.
 LH1315'
 LH1315'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LH1315
 LH1315                          STATION RECOVERY (2005)
 LH1315
 LH1315'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1308 ***********************************************************************
 LH1308  DESIGNATION -  80 8
 LH1308  PID         -  LH1308
 LH1308  STATE/COUNTY-  NE/BUFFALO
 LH1308  COUNTRY     -  US
 LH1308  USGS QUAD   -  KEARNEY (2017)
 LH1308
 LH1308                         *CURRENT SURVEY CONTROL
 LH1308  ______________________________________________________________________
 LH1308* NAD 83(1995) POSITION- 40 40 05.51841(N) 099 04 57.13182(W)   ADJUSTED
 LH1308* NAVD 88 ORTHO HEIGHT -   652.47  (+/-2cm)     2140.6   (feet) VERTCON
 LH1308  ______________________________________________________________________
 LH1308  GEOID HEIGHT    -        -24.536 (meters)                     GEOID18
 LH1308  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 LH1308  HORZ ORDER      -  SECOND
 LH1308  VERT ORDER      -  THIRD ? (See Below)
 LH1308
 LH1308.The horizontal coordinates were established by classical geodetic methods
 LH1308.and adjusted by the National Geodetic Survey in August 1997.
 LH1308
 LH1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1308
 LH1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1308.GEOID18 height accuracy estimate available here.
 LH1308
 LH1308.The vertical order pertains to the NGVD 29 superseded value.
 LH1308
 LH1308.Click photographs - Photos may exist for this station.
 LH1308
 LH1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1308
 LH1308. The following values were computed from the NAD 83(1995) position.
 LH1308
 LH1308;                    North         East     Units Scale Factor Converg.
 LH1308;SPC NE       -    93,105.765   577,557.027   MT  0.99976458   +0 36 28.8
 LH1308;SPC NE       -   305,464.50  1,894,868.35   sFT  0.99976458   +0 36 28.8
 LH1308;UTM  14      - 4,501,928.403   493,023.851   MT  0.99960060   -0 03 13.6
 LH1308
 LH1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1308!SPC NE       -   0.99990151  x   0.99976458  =   0.99966611
 LH1308!UTM  14      -   0.99990151  x   0.99960060  =   0.99950215
 LH1308
 LH1308:                Primary Azimuth Mark                     Grid Az
 LH1308:SPC NE       -  80 8 AZ MK                               002 06 08.5
 LH1308:UTM  14      -  80 8 AZ MK                               002 45 50.9
 LH1308
 LH1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9302301928(NAD 83)
 LH1308
 LH1308|---------------------------------------------------------------------|
 LH1308| PID    Reference Object                     Distance      Geod. Az  |
 LH1308|                                                           dddmmss.s |
 LH1308| CN8506 80 8 AZ MK                                         0024237.3 |
 LH1308| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 6.0 KM 0414258.9 |
 LH1308| CN8507 80 8 RM 1                            19.645 METERS 08514     |
 LH1308| CN8508 80 8 RM 2                            22.813 METERS 19156     |
 LH1308| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX. 4.8 KM 3432258.7 |
 LH1308|---------------------------------------------------------------------|
 LH1308
 LH1308                          SUPERSEDED SURVEY CONTROL
 LH1308
 LH1308  NAD 83(1986)-  40 40 05.52513(N)    099 04 57.13266(W) AD(       ) 2
 LH1308  NAD 27      -  40 40 05.47500(N)    099 04 55.81770(W) AD(       ) 2
 LH1308  NGVD 29             652.21   (m)         2139.8    (f) LEVELING    3  
 LH1308
 LH1308.Superseded values are not recommended for survey control.
 LH1308
 LH1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1308.See file dsdata.pdf to determine how the superseded data were derived.
 LH1308
 LH1308_MARKER: DS = TRIANGULATION STATION DISK
 LH1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1308_STAMPING: 80-8 1959
 LH1308_MARK LOGO: CGS
 LH1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1308+STABILITY: SURFACE MOTION
 LH1308
 LH1308  HISTORY     - Date     Condition        Report By
 LH1308  HISTORY     - 1959     MONUMENTED       CGS
 LH1308
 LH1308                          STATION DESCRIPTION
 LH1308
 LH1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1308'STATION IS LOCATED JUST SOUTH OF KEARNEY, IN THE RIGHT-OF-WAY
 LH1308'OF STATE HIGHWAYS 10 AND 44, 2.2 MILES SOUTH OF THE INTERSECTION
 LH1308'OF CENTRAL AVE. AND U.S. HIGHWAY 30 AND OPPOSITE THE KGFW RADIO
 LH1308'MAST.
 LH1308'
 LH1308'STATION IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LH1308'POST THAT IS SET ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 LH1308'IT IS 25.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 15.6 FEET
 LH1308'EAST OF THE NORTH-SOUTH FENCE ON THE WEST SIDE OF THE ROAD AND
 LH1308'THE DISK IS STAMPED 80-8 1959.
 LH1308'
 LH1308'R.M. 1 A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LH1308'THAT PROTUDES ABOUT 5 INCHES.  IT IS 38.8 FEET WEST OF THE
 LH1308'CENTERLINE OF THE ROAD, 33.1 FEET SOUTHEAST OF A POWERLINE POLE,
 LH1308'1 FOOT EAST TO THE NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 LH1308'ROAD AND THE DISK IS STAMPED 80-8 NO 1 1959.
 LH1308'
 LH1308'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LH1308'POST THAT PROTUDES ABOUT 5 INCHES.  IT IS 39.2 FEET DUE EAST
 LH1308'TO THE CENTERLINE OF THE ROAD, 2.9 FEET DUE SOUTH TO THE
 LH1308'POWERLINE POLE, 1.4 FEET DUE WEST TO NORTH-SOUTH FENCE ON THE
 LH1308'WEST SIDE OF THE ROAD AND THE DISK IS STAMPED 80-8 NO 2 1959.
 LH1308'
 LH1308'AZIMUTH MARK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LH1308'PROTUDES ABOUT 4 INCHES.  IT IS 2.0 FEET NORTH TO POWERLINE POLE
 LH1308'49, 33.2 FEET WEST TO THE CENTERLINE OF THE ROAD, 80.6 FEET
 LH1308'WEST-SOUTHWEST TO A TELEPHONE POLE ON THE WEST SIDE OF THE ROAD
 LH1308'AND THE DISK IS STAMPED 80-8 1959.
 LH1308'
 LH1308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4 MILE
 LH1308'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1320 ***********************************************************************
 LH1320  DESIGNATION -  80 8 A
 LH1320  PID         -  LH1320
 LH1320  STATE/COUNTY-  NE/BUFFALO
 LH1320  COUNTRY     -  US
 LH1320  USGS QUAD   -  ALFALFA CENTER (2017)
 LH1320
 LH1320                         *CURRENT SURVEY CONTROL
 LH1320  ______________________________________________________________________
 LH1320* NAD 83(1995) POSITION- 40 40 32.92612(N) 099 09 43.42558(W)   ADJUSTED
 LH1320* NAVD 88 ORTHO HEIGHT -   661.9   (meters)     2172.    (feet) VERTCON
 LH1320  ______________________________________________________________________
 LH1320  GEOID HEIGHT    -        -24.476 (meters)                     GEOID18
 LH1320  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 LH1320  HORZ ORDER      -  SECOND
 LH1320
 LH1320.The horizontal coordinates were established by classical geodetic methods
 LH1320.and adjusted by the National Geodetic Survey in August 1997.
 LH1320
 LH1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1320
 LH1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1320.GEOID18 height accuracy estimate available here.
 LH1320
 LH1320.Click photographs - Photos may exist for this station.
 LH1320
 LH1320.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1320
 LH1320. The following values were computed from the NAD 83(1995) position.
 LH1320
 LH1320;                    North         East     Units Scale Factor Converg.
 LH1320;SPC NE       -    93,882.712   570,826.386   MT  0.99976267   +0 33 19.1
 LH1320;SPC NE       -   308,013.53  1,872,786.23   sFT  0.99976267   +0 33 19.1
 LH1320;UTM  14      - 4,502,782.848   486,303.717   MT  0.99960231   -0 06 20.3
 LH1320
 LH1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1320!SPC NE       -   0.99990003  x   0.99976267  =   0.99966272
 LH1320!UTM  14      -   0.99990003  x   0.99960231  =   0.99950238
 LH1320
 LH1320:                Primary Azimuth Mark                     Grid Az
 LH1320:SPC NE       -  KEARNEY RADIO STA KRNY MAST              347 03 25.7
 LH1320:UTM  14      -  KEARNEY RADIO STA KRNY MAST              347 43 05.1
 LH1320
 LH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8630302782(NAD 83)
 LH1320
 LH1320|---------------------------------------------------------------------|
 LH1320| PID    Reference Object                     Distance      Geod. Az  |
 LH1320|                                                           dddmmss.s |
 LH1320| CN8509 80 8 A RM 1                          25.743 METERS 05234     |
 LH1320| CN8510 80 8 A RM 2                          23.742 METERS 13047     |
 LH1320| LH1321 KEARNEY RADIO STA KRNY MAST         APPROX. 2.0 KM 3473644.8 |
 LH1320|---------------------------------------------------------------------|
 LH1320
 LH1320                          SUPERSEDED SURVEY CONTROL
 LH1320
 LH1320  NAD 83(1986)-  40 40 32.93278(N)    099 09 43.42687(W) AD(       ) 2
 LH1320  NAD 27      -  40 40 32.88540(N)    099 09 42.10400(W) AD(       ) 2
 LH1320  NGVD 29 (07/19/86)  661.6    (m)         2171.     (f) VERT ANG       
 LH1320
 LH1320.Superseded values are not recommended for survey control.
 LH1320
 LH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1320.See file dsdata.pdf to determine how the superseded data were derived.
 LH1320
 LH1320_MARKER: DS = TRIANGULATION STATION DISK
 LH1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1320_STAMPING: 80-8 A 1959
 LH1320_MARK LOGO: CGS
 LH1320_PROJECTION: RECESSED 9 CENTIMETERS
 LH1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1320+STABILITY: SURFACE MOTION
 LH1320
 LH1320  HISTORY     - Date     Condition        Report By
 LH1320  HISTORY     - 1959     MONUMENTED       CGS
 LH1320  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH1320
 LH1320                          STATION DESCRIPTION
 LH1320
 LH1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1320'STATION IS LOCATED 4 MILES WEST OF KEARNEY, IN THE SOUTHEAST
 LH1320'1/4 SECTION 7, T 8 N, R 16 W AND IN PASTURE OWNED BY H.C. FREEZE,
 LH1320'ON THE WEST SIDE OF THE ROAD, IT IS 64.0 FEET WEST OF THE WEST
 LH1320'FENCE, 9.7 FEET NORTH OF AN EAST-WEST PASTURE FENCE, 97.0 FEET
 LH1320'WEST OF THE CENTERLINE OF THE ROAD AND 198.4 FEET SOUTH OF THE
 LH1320'CENTERLINE OF DOUBLE TRAMISSION LINE POLES.  STATION IS A
 LH1320'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 LH1320'SET ABOUT 0.3 FOOT BELOW THE SURFACE OF THE GROUND AND THE
 LH1320'DISK IS STAMPED 80-8 A 1959.
 LH1320'
 LH1320'R.M. 1 IS 32.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 69.5
 LH1320'FEET NORTH OF THE INTERSECTION OF THE WEST SECTION LINE FENCE
 LH1320'AND EAST-WEST PASTURE FENCE, 135.2 FEET SOUTH OF THE CENTERLINE
 LH1320'OF TRANSMISSION LINE AND 1 FOOT EAST OF THE FENCE.  THE MARK
 LH1320'PROTUDES ABOUT 2 INCHES AND THE DISK IS STAMPED 80-8 A NO 1 1959.
 LH1320'(ROUND CONCRETE POST.)
 LH1320'
 LH1320'R.M. 2 IS 237.7 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 LH1320'TRANSMISSION LINE POLES, 1.0 FEET EAST OF THE NORTH-SOUTH FENCE ON
 LH1320'THE WEST SIDE OF THE ROAD, 33.0 FEET SOUTH OF THE INTERSECTION OF
 LH1320'NORTH-SOUTH AND EAST-WEST FENCE, 32.0 FEET WEST OF THE CENTERLINE
 LH1320'OF THE ROAD AND THE MARK PROTUDES ABOUT 4 INCHES ABOVE THE
 LH1320'SURFACE OF THE GROUND.  THE DISK IS SET IN THE TOP OF A ROUND
 LH1320'CONCRETE POST AND THE DISK IS STAMPED 80-8 A NO 2 1959.
 LH1320'
 LH1320'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 LH1320'CENTRAL AVE. IN KEARNEY, GO WEST ON U.S. HIGHWAY 30 FOR 4.0 MILES,
 LH1320'TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.65 MILES TO THE
 LH1320'STATION ON THE RIGHT AT A T FENCE LINE AND A WINDMILL.
 LH1320
 LH1320                          STATION RECOVERY (1962)
 LH1320
 LH1320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH1320'STATION WAS NOT FOUND.
 LH1320'
 LH1320'REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1319 ***********************************************************************
 LH1319  DESIGNATION -  80 8 B
 LH1319  PID         -  LH1319
 LH1319  STATE/COUNTY-  NE/BUFFALO
 LH1319  COUNTRY     -  US
 LH1319  USGS QUAD   -  ALFALFA CENTER (2017)
 LH1319
 LH1319                         *CURRENT SURVEY CONTROL
 LH1319  ______________________________________________________________________
 LH1319* NAD 83(1995) POSITION- 40 40 19.01570(N) 099 11 55.03246(W)   ADJUSTED
 LH1319* NAVD 88 ORTHO HEIGHT -   665.1   (meters)     2182.    (feet) VERTCON
 LH1319  ______________________________________________________________________
 LH1319  GEOID HEIGHT    -        -24.473 (meters)                     GEOID18
 LH1319  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 LH1319  HORZ ORDER      -  SECOND
 LH1319
 LH1319.The horizontal coordinates were established by classical geodetic methods
 LH1319.and adjusted by the National Geodetic Survey in August 1997.
 LH1319
 LH1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1319
 LH1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1319.GEOID18 height accuracy estimate available here.
 LH1319
 LH1319.Click photographs - Photos may exist for this station.
 LH1319
 LH1319.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1319
 LH1319. The following values were computed from the NAD 83(1995) position.
 LH1319
 LH1319;                    North         East     Units Scale Factor Converg.
 LH1319;SPC NE       -    93,424.449   567,740.445   MT  0.99976364   +0 31 51.9
 LH1319;SPC NE       -   306,510.05  1,862,661.78   sFT  0.99976364   +0 31 51.9
 LH1319;UTM  14      - 4,502,360.269   483,213.192   MT  0.99960347   -0 07 46.0
 LH1319
 LH1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1319!SPC NE       -   0.99989952  x   0.99976364  =   0.99966319
 LH1319!UTM  14      -   0.99989952  x   0.99960347  =   0.99950303
 LH1319
 LH1319:                Primary Azimuth Mark                     Grid Az
 LH1319:SPC NE       -  80 8 B AZ MK                             000 31 01.2
 LH1319:UTM  14      -  80 8 B AZ MK                             001 10 39.1
 LH1319
 LH1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8321302360(NAD 83)
 LH1319
 LH1319|---------------------------------------------------------------------|
 LH1319| PID    Reference Object                     Distance      Geod. Az  |
 LH1319|                                                           dddmmss.s |
 LH1319| CN8511 80 8 B AZ MK                                       0010253.1 |
 LH1319| LH1321 KEARNEY RADIO STA KRNY MAST         APPROX. 3.6 KM 0483131.2 |
 LH1319| CN8512 80 8 B RM 1                           8.757 METERS 04938     |
 LH1319| CN8513 80 8 B RM 2                           7.257 METERS 11702     |
 LH1319|---------------------------------------------------------------------|
 LH1319
 LH1319                          SUPERSEDED SURVEY CONTROL
 LH1319
 LH1319  NAD 83(1986)-  40 40 19.02230(N)    099 11 55.03391(W) AD(       ) 2
 LH1319  NAD 27      -  40 40 18.97610(N)    099 11 53.70680(W) AD(       ) 2
 LH1319  NGVD 29 (07/19/86)  664.8    (m)         2181.     (f) VERT ANG       
 LH1319
 LH1319.Superseded values are not recommended for survey control.
 LH1319
 LH1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1319.See file dsdata.pdf to determine how the superseded data were derived.
 LH1319
 LH1319_MARKER: DS = TRIANGULATION STATION DISK
 LH1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1319_STAMPING: 80-8 B 1959
 LH1319_MARK LOGO: CGS
 LH1319_PROJECTION: FLUSH
 LH1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1319+STABILITY: SURFACE MOTION
 LH1319
 LH1319  HISTORY     - Date     Condition        Report By
 LH1319  HISTORY     - 1959     MONUMENTED       CGS
 LH1319
 LH1319                          STATION DESCRIPTION
 LH1319
 LH1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1319'STATION IS 23 FEET EAST TO NORTH-SOUTH FENCE ON THE EAST SIDE
 LH1319'OF THE TRAIL, 23.7 FEET EAST-SOUTHEAST TO THE INTERSECTION OF
 LH1319'EAST-WEST AND NORTH-SOUTH FENCE, 10.2 FEET WEST TO NORTH-SOUTH
 LH1319'FENCE ON THE WEST SIDE OF THE TRAIL.  THE MARK IS A SQUARE
 LH1319'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 LH1319'AND THE DISK IS STAMPED 80-8 B 1959.
 LH1319'
 LH1319'R.M. 1, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LH1319'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST
 LH1319'OF THE NORTH-SOUTH FENCE LINE, 22.5 FEET SOUTH TO THE INTERSECTION
 LH1319'OF EAST-WEST AND NORTH-SOUTH FENCE ON THE EAST SIDE OF
 LH1319'THE TRAIL AND THE DISK IS STAMPED 80-8 B NO 1 1959.
 LH1319'
 LH1319'R.M. 2, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LH1319'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST
 LH1319'OF THE NORTH-SOUTH FENCE LINE, 7.0 FEET NORTH TO THE INTERSECTION
 LH1319'OF EAST-WEST AND NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 LH1319'TRAIL AND THE DISK IS STAMPED 80-8 B NO 2 1959.
 LH1319'
 LH1319'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE. AND
 LH1319'U.S. HIGHWAY 30 IN KEARNEY, GO WEST ON U.S. HIGHWAY 30 FOR 6.0
 LH1319'MILES, TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 2.0 MILES
 LH1319'TO STATION AT DEAD END LANE AT THE NORTH EDGE OF THE RIVER BOTTOM.
 LH1319'
 LH1319'AZIMUTH MARK, A STANDARD DISK SET IN TOP OF A CONCRETE POST IS
 LH1319'1 FOOT WEST OF NORTH-SOUTH FENCE ON EAST SIDE OF TRAIL ROAD,
 LH1319'127.5 FEET NNE TO 36-INCH COTTONWOOD TREE ON NORTH SIDE OF
 LH1319'EAST-WEST FENCE, 98.5 FEET NORTH TO INTERSECTION OF NORTH-SOUTH
 LH1319'AND EAST-WEST FENCE ON EAST SIDE OF TRAIL ROAD AND STAMPED
 LH1319'80-8B 1959.
 LH1319'
 LH1319'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE NORTHEAST
 LH1319'1/4 SECTION 11, T8N, R 17 W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1322 ***********************************************************************
 LH1322  DESIGNATION -  80 9
 LH1322  PID         -  LH1322
 LH1322  STATE/COUNTY-  NE/BUFFALO
 LH1322  COUNTRY     -  US
 LH1322  USGS QUAD   -  ELM CREEK EAST (2017)
 LH1322
 LH1322                         *CURRENT SURVEY CONTROL
 LH1322  ______________________________________________________________________
 LH1322* NAD 83(1995) POSITION- 40 40 33.30630(N) 099 15 21.05103(W)   ADJUSTED
 LH1322* NAVD 88 ORTHO HEIGHT -   671.4   (meters)     2203.    (feet) VERTCON
 LH1322  ______________________________________________________________________
 LH1322  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 LH1322  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 LH1322  HORZ ORDER      -  SECOND
 LH1322
 LH1322.The horizontal coordinates were established by classical geodetic methods
 LH1322.and adjusted by the National Geodetic Survey in August 1997.
 LH1322
 LH1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1322
 LH1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1322.GEOID18 height accuracy estimate available here.
 LH1322
 LH1322.Click photographs - Photos may exist for this station.
 LH1322
 LH1322.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1322
 LH1322. The following values were computed from the NAD 83(1995) position.
 LH1322
 LH1322;                    North         East     Units Scale Factor Converg.
 LH1322;SPC NE       -    93,821.907   562,899.359   MT  0.99976264   +0 29 35.3
 LH1322;SPC NE       -   307,814.04  1,846,778.98   sFT  0.99976264   +0 29 35.3
 LH1322;UTM  14      - 4,502,813.411   478,377.774   MT  0.99960575   -0 10 00.3
 LH1322
 LH1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1322!SPC NE       -   0.99989853  x   0.99976264  =   0.99966120
 LH1322!UTM  14      -   0.99989853  x   0.99960575  =   0.99950432
 LH1322
 LH1322:                Primary Azimuth Mark                     Grid Az
 LH1322:SPC NE       -  80 9 AZ MK                               285 32 35.7
 LH1322:UTM  14      -  80 9 AZ MK                               286 12 11.3
 LH1322
 LH1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7837702813(NAD 83)
 LH1322
 LH1322|---------------------------------------------------------------------|
 LH1322| PID    Reference Object                     Distance      Geod. Az  |
 LH1322|                                                           dddmmss.s |
 LH1322| CN8515 80 9 RM 1                            24.547 METERS 07740     |
 LH1322| CN8516 80 9 RM 2                            17.405 METERS 17131     |
 LH1322| CN8514 80 9 AZ MK                                         2860211.0 |
 LH1322| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.10.0 KM 3262852.3 |
 LH1322|---------------------------------------------------------------------|
 LH1322
 LH1322                          SUPERSEDED SURVEY CONTROL
 LH1322
 LH1322  NAD 83(1986)-  40 40 33.31287(N)    099 15 21.05279(W) AD(       ) 2
 LH1322  NAD 27      -  40 40 33.26940(N)    099 15 19.71960(W) AD(       ) 2
 LH1322  NGVD 29 (07/19/86)  671.1    (m)         2202.     (f) VERT ANG       
 LH1322
 LH1322.Superseded values are not recommended for survey control.
 LH1322
 LH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1322.See file dsdata.pdf to determine how the superseded data were derived.
 LH1322
 LH1322_MARKER: DS = TRIANGULATION STATION DISK
 LH1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1322_STAMPING: 80-9 1959
 LH1322_MARK LOGO: CGS
 LH1322_PROJECTION: RECESSED 30 CENTIMETERS
 LH1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1322+STABILITY: SURFACE MOTION
 LH1322
 LH1322  HISTORY     - Date     Condition        Report By
 LH1322  HISTORY     - 1959     MONUMENTED       CGS
 LH1322
 LH1322                          STATION DESCRIPTION
 LH1322
 LH1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1322'STATION IS LOCATED 1.65 MILES SOUTH OF ODESSA, IN A PASTURE
 LH1322'OWNED BY A MR. SULLVOLD AND IN THE NORTHEAST 1/4 SECTION 8,
 LH1322'T 8 N, R 17 W.  THE STATION MARK IS 1 FOOT BELOW THE SURFACE OF
 LH1322'THE GROUND, 10 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND A
 LH1322'STEEL FENCE POST, 4.6 FEET WEST OF THE CENTERLINE OF THE ROAD
 LH1322'AND THE DISK IS STAMPED 80-9 1959.
 LH1322'
 LH1322'R.M. 1 IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 55 FEET
 LH1322'NORTH OF A DOUBLE BOLED OAK TREE, 1 FOOT WEST OF THE FENCE ON
 LH1322'THE EAST SIDE OF THE ROAD AND SET FLUSH WITH THE SURFACE OF
 LH1322'THE GROUND.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND
 LH1322'CONCRETE POST AND THE DISK IS STAMPED 80-9 NO 1 1959.
 LH1322'
 LH1322'R.M. 2, STAMPED 80-9 NO 2 1959, PROJECT ABOUT 4 INCHES.  IT IS
 LH1322'37 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE
 LH1322'FENCE ON THE WEST SIDE OF THE ROAD AND IS ABOUT 2 FEET ABOVE THE
 LH1322'ELEVATION OF THE STATION.
 LH1322'
 LH1322'AZIMUTH MARK, STAMPED 80-9 1959, PROJECTS ABOUT 4 INCHES.  IT IS
 LH1322'7.0 FEET NORTH OF THE SOUTH ONE OF TWO POWER LINE POLES, 7.0
 LH1322'FEET SOUTH OF THE NORTH POLE (678).
 LH1322'
 LH1322'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE
 LH1322'POWERLINE FOR 0.5 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 LH1322'
 LH1322'TO REACH THE STATION FROM THE SECTION LINE ROAD JUST EAST OF THE
 LH1322'RAILROAD DEPOT IN ODESSA, GO SOUTH FOR 1.65 MILES TO THE STATION
 LH1322'ON THE RIGHT, WEST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1324 ***********************************************************************
 LH1324  DESIGNATION -  80 9 A
 LH1324  PID         -  LH1324
 LH1324  STATE/COUNTY-  NE/BUFFALO
 LH1324  COUNTRY     -  US
 LH1324  USGS QUAD   -  ELM CREEK EAST (2017)
 LH1324
 LH1324                         *CURRENT SURVEY CONTROL
 LH1324  ______________________________________________________________________
 LH1324* NAD 83(1995) POSITION- 40 41 05.52775(N) 099 19 20.81147(W)   ADJUSTED
 LH1324* NAVD 88 ORTHO HEIGHT -   679.    (meters)     2228.    (feet) VERTCON
 LH1324  ______________________________________________________________________
 LH1324  GEOID HEIGHT    -        -24.403 (meters)                     GEOID18
 LH1324  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 LH1324  HORZ ORDER      -  THIRD
 LH1324
 LH1324.The horizontal coordinates were established by classical geodetic methods
 LH1324.and adjusted by the National Geodetic Survey in August 1997.
 LH1324
 LH1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1324
 LH1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1324.GEOID18 height accuracy estimate available here.
 LH1324
 LH1324.Click photographs - Photos may exist for this station.
 LH1324
 LH1324.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1324
 LH1324. The following values were computed from the NAD 83(1995) position.
 LH1324
 LH1324;                    North         East     Units Scale Factor Converg.
 LH1324;SPC NE       -    94,769.278   557,262.329   MT  0.99976041   +0 26 56.4
 LH1324;SPC NE       -   310,922.21  1,828,284.82   sFT  0.99976041   +0 26 56.4
 LH1324;UTM  14      - 4,503,825.452   472,752.891   MT  0.99960914   -0 12 36.7
 LH1324
 LH1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1324!SPC NE       -   0.99989729  x   0.99976041  =   0.99965772
 LH1324!UTM  14      -   0.99989729  x   0.99960914  =   0.99950647
 LH1324
 LH1324:                Primary Azimuth Mark                     Grid Az
 LH1324:SPC NE       -  ELM CREEK MUNICIPAL TANK                 313 56 47.3
 LH1324:UTM  14      -  ELM CREEK MUNICIPAL TANK                 314 36 20.4
 LH1324
 LH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7275203825(NAD 83)
 LH1324
 LH1324|---------------------------------------------------------------------|
 LH1324| PID    Reference Object                     Distance      Geod. Az  |
 LH1324|                                                           dddmmss.s |
 LH1324| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX. 7.3 KM 0004833.0 |
 LH1324| CN8517 80 9 A RM 1                          55.954 METERS 17907     |
 LH1324| CN8518 80 9 A RM 2                          15.746 METERS 30204     |
 LH1324| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 6.0 KM 3142343.7 |
 LH1324|---------------------------------------------------------------------|
 LH1324
 LH1324                          SUPERSEDED SURVEY CONTROL
 LH1324
 LH1324  NAD 83(1986)-  40 41 05.53431(N)    099 19 20.81360(W) AD(       ) 3
 LH1324  NAD 27      -  40 41 05.49470(N)    099 19 19.46970(W) AD(       ) 3
 LH1324  NGVD 29 (07/19/86)  679.     (m)         2228.     (f) VERT ANG       
 LH1324
 LH1324.Superseded values are not recommended for survey control.
 LH1324
 LH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1324.See file dsdata.pdf to determine how the superseded data were derived.
 LH1324
 LH1324_MARKER: DS = TRIANGULATION STATION DISK
 LH1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1324_STAMPING: 80-9 A 1959
 LH1324_MARK LOGO: CGS
 LH1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1324+STABILITY: SURFACE MOTION
 LH1324
 LH1324  HISTORY     - Date     Condition        Report By
 LH1324  HISTORY     - 1959     MONUMENTED       CGS
 LH1324  HISTORY     - 20060206 MARK NOT FOUND   NEDR
 LH1324
 LH1324                          STATION DESCRIPTION
 LH1324
 LH1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1324'STATION IS LOCATED 3.5 MILES, AIRLINE, SOUTHWEST OF ELM CREEK
 LH1324'IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SECTION 11, T 8
 LH1324'N, R 18 W.  THE MARK IS IN THE ROADWAY OF A DEADEND COUNTY ROAD.
 LH1324'IT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND, 11.8 FEET
 LH1324'WEST OF A NORTH-SOUTH FENCE LINE, ON THE EAST SIDE OF THE ROAD,
 LH1324'248 FEET SOUTH OF THE CENTERLINE OF A EAST-WEST SECTION LINE
 LH1324'ROAD, (AT CORNER), 14.0 FEET SOUTH FROM THE CENTERLINE OF A
 LH1324'TWIN TRANSMISSION LINE AND THE DISK IS STAMPED 80-9 A 1959.
 LH1324'
 LH1324'R.M. 1 IS 1.5 FEET WEST FROM CENTER OF NORTH-SOUTH FENCE ON THE
 LH1324'EAST SIDE OF THE ROAD SOUTH OF THE STATION.
 LH1324'
 LH1324'R.M. 2 IS 2.0 FEET SOUTH FROM THE NORTH POLE OF TRANSMISSION LINE,
 LH1324'57.6 FEET WEST OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE
 LH1324'OF THE ROAD AND THE MARK PROTRUDES 0.4 FOOT.
 LH1324'
 LH1324'BOTH REFERENCE MARKS ARE STAMPED 80-9 A NO 1 AND NO 2 1959
 LH1324'RESPECTIVELY.
 LH1324'
 LH1324'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ODESSA, GO WEST
 LH1324'ON U.S. HIGHWAY 30 FOR 3.5 MILES, TURN LEFT, GO SOUTH ON SECTION
 LH1324'LINE ROAD FOR 2.1 MILES TO THE STATION SITE AT THE TRANSMISSION
 LH1324'LINE.
 LH1324
 LH1324                          STATION RECOVERY (2006)
 LH1324
 LH1324'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LH1324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1464 ***********************************************************************
 MK1464  DESIGNATION -  81
 MK1464  PID         -  MK1464
 MK1464  STATE/COUNTY-  NE/POLK
 MK1464  COUNTRY     -  US
 MK1464  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1464
 MK1464                         *CURRENT SURVEY CONTROL
 MK1464  ______________________________________________________________________
 MK1464* NAD 83(1986) POSITION- 41 15 32.     (N) 097 33 36.     (W)   SCALED
 MK1464* NAVD 88 ORTHO HEIGHT -   475.228 (meters)     1559.14  (feet) ADJUSTED
 MK1464  ______________________________________________________________________
 MK1464  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 MK1464  DYNAMIC HEIGHT  -        475.003 (meters)     1558.41  (feet) COMP
 MK1464  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 MK1464
 MK1464  VERT ORDER      -  SECOND    CLASS 0
 MK1464
 MK1464.The horizontal coordinates were scaled from a map and have
 MK1464.an estimated accuracy of +/- 6 seconds.
 MK1464
 MK1464.The orthometric height was determined by differential leveling and
 MK1464.adjusted by the NATIONAL GEODETIC SURVEY
 MK1464.in June 1991.
 MK1464
 MK1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1464.GEOID18 height accuracy estimate available here.
 MK1464
 MK1464.Click photographs - Photos may exist for this station.
 MK1464
 MK1464.The dynamic height is computed by dividing the NAVD 88
 MK1464.geopotential number by the normal gravity value computed on the
 MK1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1464.degrees latitude (g = 980.6199 gals.).
 MK1464
 MK1464.The modeled gravity was interpolated from observed gravity values.
 MK1464
 MK1464;                    North         East    Units  Estimated Accuracy
 MK1464;SPC NE       -   161,160.      704,390.      MT  (+/- 180 meters Scaled)
 MK1464
 MK1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL206684(NAD 83)
 MK1464
 MK1464                          SUPERSEDED SURVEY CONTROL
 MK1464
 MK1464  NGVD 29 (??/??/92)  475.028  (m)         1558.49   (f) ADJ UNCH    2 0
 MK1464
 MK1464.Superseded values are not recommended for survey control.
 MK1464
 MK1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1464.See file dsdata.pdf to determine how the superseded data were derived.
 MK1464
 MK1464_MARKER: DD = SURVEY DISK
 MK1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1464_STAMPING: 81
 MK1464_MARK LOGO: CGS+SS
 MK1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1464+STABILITY: SURFACE MOTION
 MK1464
 MK1464  HISTORY     - Date     Condition        Report By
 MK1464  HISTORY     - 1934     MONUMENTED       NEGS
 MK1464  HISTORY     - 1950     GOOD             CGS
 MK1464
 MK1464                          STATION DESCRIPTION
 MK1464
 MK1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1464'8.9 MI SE FROM SILVER CREEK.
 MK1464'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1464'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1464'0.3 MILE SOUTH ALONG A GRAVELED ROAD, 0.2 MILE SOUTH OF A
 MK1464'FARMHOUSE WHICH IS ON THE EAST SIDE OF THE ROAD, 24 FEET EAST
 MK1464'OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF A FENCE CORNER,
 MK1464'1.1 FEET EAST OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN
 MK1464'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1465 ***********************************************************************
 MK1465  DESIGNATION -  81 RESET
 MK1465  PID         -  MK1465
 MK1465  STATE/COUNTY-  NE/POLK
 MK1465  COUNTRY     -  US
 MK1465  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1465
 MK1465                         *CURRENT SURVEY CONTROL
 MK1465  ______________________________________________________________________
 MK1465* NAD 83(1986) POSITION- 41 15 33.     (N) 097 33 37.     (W)   SCALED
 MK1465* NAVD 88 ORTHO HEIGHT -   475.34  (meters)     1559.5   (feet) RESET
 MK1465  ______________________________________________________________________
 MK1465  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 MK1465  VERT ORDER      -  THIRD
 MK1465
 MK1465.The horizontal coordinates were scaled from a map and have
 MK1465.an estimated accuracy of +/- 6 seconds.
 MK1465
 MK1465.The orthometric height was computed from unverified reset data.
 MK1465
 MK1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1465.GEOID18 height accuracy estimate available here.
 MK1465
 MK1465.Click photographs - Photos may exist for this station.
 MK1465
 MK1465;                    North         East    Units  Estimated Accuracy
 MK1465;SPC NE       -   161,190.      704,370.      MT  (+/- 180 meters Scaled)
 MK1465
 MK1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL206685(NAD 83)
 MK1465
 MK1465                          SUPERSEDED SURVEY CONTROL
 MK1465
 MK1465.No superseded survey control is available for this station.
 MK1465
 MK1465_MARKER: DB = BENCH MARK DISK
 MK1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1465_STAMPING: 81 RESET 1951
 MK1465_MARK LOGO: CGS
 MK1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1465+STABILITY: SURFACE MOTION
 MK1465
 MK1465  HISTORY     - Date     Condition        Report By
 MK1465  HISTORY     - 1951     MONUMENTED       NEDR
 MK1465  HISTORY     - 1970     GOOD             NGS
 MK1465
 MK1465                          STATION DESCRIPTION
 MK1465
 MK1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK1465'8.9 MI SE FROM SILVER CREEK.
 MK1465'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1465'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1465'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, T 15 N, R 2 W,
 MK1465'1900 FEET SOUTH OF SECTION CORNER FOR SECTIONS 16, 17, 20 AND
 MK1465'21, 35 FEET EAST OF A NORTH-SOUTH COUNTY ROAD, 2 FEET SOUTH OF
 MK1465'A 4 X 4 WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1466 ***********************************************************************
 MK1466  DESIGNATION -  82
 MK1466  PID         -  MK1466
 MK1466  STATE/COUNTY-  NE/POLK
 MK1466  COUNTRY     -  US
 MK1466  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1466
 MK1466                         *CURRENT SURVEY CONTROL
 MK1466  ______________________________________________________________________
 MK1466* NAD 83(1986) POSITION- 41 15 02.14   (N) 097 33 35.02   (W)   HD_HELD1
 MK1466* NAVD 88 ORTHO HEIGHT -   511.329 (meters)     1677.59  (feet) ADJUSTED
 MK1466  ______________________________________________________________________
 MK1466  GEOID HEIGHT    -        -25.530 (meters)                     GEOID18
 MK1466  DYNAMIC HEIGHT  -        511.087 (meters)     1676.79  (feet) COMP
 MK1466  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 MK1466
 MK1466  VERT ORDER      -  SECOND    CLASS 0
 MK1466
 MK1466.The horizontal coordinates were determined by differentially corrected
 MK1466.hand held GPS observations or other comparable positioning techniques
 MK1466.and have an estimated accuracy of +/- 3 meters.
 MK1466
 MK1466.The orthometric height was determined by differential leveling and
 MK1466.adjusted by the NATIONAL GEODETIC SURVEY
 MK1466.in June 1991.
 MK1466
 MK1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1466.GEOID18 height accuracy estimate available here.
 MK1466
 MK1466.Click photographs - Photos may exist for this station.
 MK1466
 MK1466.The dynamic height is computed by dividing the NAVD 88
 MK1466.geopotential number by the normal gravity value computed on the
 MK1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1466.degrees latitude (g = 980.6199 gals.).
 MK1466
 MK1466.The modeled gravity was interpolated from observed gravity values.
 MK1466
 MK1466;                    North         East    Units  Estimated Accuracy
 MK1466;SPC NE       -   160,237.5     704,438.2     MT  (+/- 3 meters HH1 GPS) 
 MK1466
 MK1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2067067576(NAD 83)
 MK1466
 MK1466                          SUPERSEDED SURVEY CONTROL
 MK1466
 MK1466  NGVD 29 (??/??/92)  511.130  (m)         1676.93   (f) ADJ UNCH    2 0
 MK1466
 MK1466.Superseded values are not recommended for survey control.
 MK1466
 MK1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1466.See file dsdata.pdf to determine how the superseded data were derived.
 MK1466
 MK1466_MARKER: DD = SURVEY DISK
 MK1466_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1466_STAMPING: 82
 MK1466_MARK LOGO: CGS+SS
 MK1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1466
 MK1466  HISTORY     - Date     Condition        Report By
 MK1466  HISTORY     - 1934     MONUMENTED       NEGS
 MK1466  HISTORY     - 1950     GOOD             CGS
 MK1466
 MK1466                          STATION DESCRIPTION
 MK1466
 MK1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1466'9.6 MI SE FROM SILVER CREEK.
 MK1466'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1466'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1466'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AT THE TOP OF A HILL,
 MK1466'IN A PASTURE, 240 FEET NORTH OF AN EAST AND WEST FENCE, 108 FEET
 MK1466'EAST OF THE CENTER LINE OF THE ROAD, 73 FEET EAST OF A FENCE,
 MK1466'1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1466'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1490 ***********************************************************************
 NM1490  DESIGNATION -  88 JS
 NM1490  PID         -  NM1490
 NM1490  STATE/COUNTY-  NE/KNOX
 NM1490  COUNTRY     -  US
 NM1490  USGS QUAD   -  TABOR SE (2017)
 NM1490
 NM1490                         *CURRENT SURVEY CONTROL
 NM1490  ______________________________________________________________________
 NM1490* NAD 83(1986) POSITION- 42 49 48.34   (N) 097 31 27.57   (W)   HD_HELD1
 NM1490* NAVD 88 ORTHO HEIGHT -   448.261 (meters)     1470.67  (feet) ADJUSTED
 NM1490  ______________________________________________________________________
 NM1490  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM1490  DYNAMIC HEIGHT  -        448.126 (meters)     1470.23  (feet) COMP
 NM1490  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 NM1490
 NM1490  VERT ORDER      -  FIRST     CLASS II
 NM1490
 NM1490.The horizontal coordinates were determined by differentially corrected
 NM1490.hand held GPS observations or other comparable positioning techniques
 NM1490.and have an estimated accuracy of +/- 3 meters.
 NM1490
 NM1490.The orthometric height was determined by differential leveling and
 NM1490.adjusted by the NATIONAL GEODETIC SURVEY
 NM1490.in June 1991.
 NM1490
 NM1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1490.GEOID18 height accuracy estimate available here.
 NM1490
 NM1490.Click photographs - Photos may exist for this station.
 NM1490
 NM1490.The dynamic height is computed by dividing the NAVD 88
 NM1490.geopotential number by the normal gravity value computed on the
 NM1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1490.degrees latitude (g = 980.6199 gals.).
 NM1490
 NM1490.The modeled gravity was interpolated from observed gravity values.
 NM1490
 NM1490;                    North         East    Units  Estimated Accuracy
 NM1490;SPC NE       -   335,644.7     702,381.7     MT  (+/- 3 meters HH1 GPS) 
 NM1490
 NM1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2061143003(NAD 83)
 NM1490
 NM1490                          SUPERSEDED SURVEY CONTROL
 NM1490
 NM1490  NGVD 29 (??/??/92)  448.053  (m)         1469.99   (f) ADJ UNCH    1 2
 NM1490
 NM1490.Superseded values are not recommended for survey control.
 NM1490
 NM1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1490.See file dsdata.pdf to determine how the superseded data were derived.
 NM1490
 NM1490_MARKER: DD = SURVEY DISK
 NM1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1490_STAMPING: 88 JS 1946
 NM1490_MARK LOGO: USGS
 NM1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1490+STABILITY: SURFACE MOTION
 NM1490
 NM1490  HISTORY     - Date     Condition        Report By
 NM1490  HISTORY     - 1946     MONUMENTED       USGS
 NM1490  HISTORY     - 1949     GOOD             CGS
 NM1490  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM1490
 NM1490                          STATION DESCRIPTION
 NM1490
 NM1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1490'7.9 MI SW FROM YANKTON.
 NM1490'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 81 FROM THE SOUTH END
 NM1490'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1490'1.1 MILES WEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION OF
 NM1490'A NORTH-SOUTH ROAD AND A ROAD LEADING EAST, 81.0 FEET SOUTHEAST
 NM1490'OF AND ACROSS THE ROAD FROM THE SOUTH END OF A WIRE GATE, 40.0
 NM1490'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 38.0
 NM1490'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 NM1490'ROAD, 6.3 FEET SOUTHEAST OF A FENCE CORNER, AND SET IN THE TOP
 NM1490'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1490
 NM1490                          STATION RECOVERY (1966)
 NM1490
 NM1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM1490'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1381 ***********************************************************************
 LG1381  DESIGNATION -  9 SAN
 LG1381  PID         -  LG1381
 LG1381  STATE/COUNTY-  NE/LANCASTER
 LG1381  COUNTRY     -  US
 LG1381  USGS QUAD   -  LINCOLN (2017)
 LG1381
 LG1381                         *CURRENT SURVEY CONTROL
 LG1381  ______________________________________________________________________
 LG1381* NAD 83(1986) POSITION- 40 51 29.8    (N) 096 37 29.9    (W)   HD_HELD2
 LG1381* NAVD 88 ORTHO HEIGHT -   352.899 (meters)     1157.80  (feet) ADJUSTED
 LG1381  ______________________________________________________________________
 LG1381  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 LG1381  DYNAMIC HEIGHT  -        352.749 (meters)     1157.31  (feet) COMP
 LG1381  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 LG1381
 LG1381  VERT ORDER      -  FIRST     CLASS II
 LG1381
 LG1381.The horizontal coordinates were established by autonomous hand held GPS
 LG1381.observations and have an estimated accuracy of +/- 10 meters.
 LG1381
 LG1381.The orthometric height was determined by differential leveling and
 LG1381.adjusted by the NATIONAL GEODETIC SURVEY
 LG1381.in May 1993.
 LG1381
 LG1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1381.GEOID18 height accuracy estimate available here.
 LG1381
 LG1381.Click photographs - Photos may exist for this station.
 LG1381
 LG1381.The dynamic height is computed by dividing the NAVD 88
 LG1381.geopotential number by the normal gravity value computed on the
 LG1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1381.degrees latitude (g = 980.6199 gals.).
 LG1381
 LG1381.The modeled gravity was interpolated from observed gravity values.
 LG1381
 LG1381;                    North         East    Units  Estimated Accuracy
 LG1381;SPC NE       -   119,349.      784,415.      MT  (+/- 10 meters HH2 GPS)
 LG1381
 LG1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0017925739(NAD 83)
 LG1381
 LG1381                          SUPERSEDED SURVEY CONTROL
 LG1381
 LG1381.No superseded survey control is available for this station.
 LG1381
 LG1381_MARKER: DD = SURVEY DISK
 LG1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1381_STAMPING: 9 SAN 1963 1157
 LG1381_MARK LOGO: USGS
 LG1381_PROJECTION: RECESSED 20 CENTIMETERS
 LG1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1381+STABILITY: SURFACE MOTION
 LG1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1381+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2007
 LG1381
 LG1381  HISTORY     - Date     Condition        Report By
 LG1381  HISTORY     - 1963     MONUMENTED       USGS
 LG1381  HISTORY     - 19920609 GOOD             NGS
 LG1381  HISTORY     - 20030414 MARK NOT FOUND   INDIV
 LG1381  HISTORY     - 20070111 GOOD             NEDR
 LG1381
 LG1381                          STATION DESCRIPTION
 LG1381
 LG1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1381'IN LINCOLN, AT THE INTERSECTION OF NORTH 70TH STREET AND PLATTE
 LG1381'AVENUE, 17.0 M (55.8 FT) NORTH OF THE AVENUE CENTER, 12.1 M
 LG1381'(39.7 FT) WEST OF THE STREET CENTER, 10.1 M (33.1 FT) NORTH-NORTHWEST
 LG1381'OF A FIRE HYDRANT, 1.0 M (3.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 LG1381'LIVING HOPE TABERNACLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET,
 LG1381'AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 LG1381
 LG1381                          STATION RECOVERY (2003)
 LG1381
 LG1381'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DAB)
 LG1381'DUE TO STREET WIDENING IT APPEARS AS THOUGH THIS MONUMENT HAS BEEN
 LG1381'DESTROYED, AS THERE WAS NO EVIDENCE OF SAID MONUMENT AT STATED
 LG1381'LOCATION.
 LG1381
 LG1381                          STATION RECOVERY (2007)
 LG1381
 LG1381'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1381'THE BENCHMARK IS 53.3 FT (16.25 M) NORTH OF CENTERLINE OF PLATTE
 LG1381'AVENUE, 40.6 FT (12.37 M) SOUTH OF THE CENTERLINE OF N 70TH ST., 32.1
 LG1381'FT (9.78 M) NORTH-NORTHEAST OF THE TOP CENTER BOLT ON A FIRE HYDRANT,
 LG1381'AND 0.9 FT (0.27 M) BELOW THE SURFACE OF THE GROUND.
 LG1381'NOTE-ACCESS TO THE MARK IS THROUGH A 5 INCH METAL LID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1430 ***********************************************************************
 MK1430  DESIGNATION -  90
 MK1430  PID         -  MK1430
 MK1430  STATE/COUNTY-  NE/MERRICK
 MK1430  COUNTRY     -  US
 MK1430  USGS QUAD   -  SILVER CREEK (2017)
 MK1430
 MK1430                         *CURRENT SURVEY CONTROL
 MK1430  ______________________________________________________________________
 MK1430* NAD 83(1986) POSITION- 41 19 05.02   (N) 097 39 56.70   (W)   HD_HELD1
 MK1430* NAVD 88 ORTHO HEIGHT -   471.877 (meters)     1548.15  (feet) ADJUSTED
 MK1430  ______________________________________________________________________
 MK1430  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 MK1430  DYNAMIC HEIGHT  -        471.659 (meters)     1547.43  (feet) COMP
 MK1430  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 MK1430
 MK1430  VERT ORDER      -  SECOND    CLASS 0
 MK1430
 MK1430.The horizontal coordinates were determined by differentially corrected
 MK1430.hand held GPS observations or other comparable positioning techniques
 MK1430.and have an estimated accuracy of +/- 3 meters.
 MK1430
 MK1430.The orthometric height was determined by differential leveling and
 MK1430.adjusted by the NATIONAL GEODETIC SURVEY
 MK1430.in June 1991.
 MK1430
 MK1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1430.GEOID18 height accuracy estimate available here.
 MK1430
 MK1430.Click photographs - Photos may exist for this station.
 MK1430
 MK1430.The dynamic height is computed by dividing the NAVD 88
 MK1430.geopotential number by the normal gravity value computed on the
 MK1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1430.degrees latitude (g = 980.6199 gals.).
 MK1430
 MK1430.The modeled gravity was interpolated from observed gravity values.
 MK1430
 MK1430;                    North         East    Units  Estimated Accuracy
 MK1430;SPC NE       -   167,479.8     695,356.0     MT  (+/- 3 meters HH1 GPS) 
 MK1430
 MK1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1167274924(NAD 83)
 MK1430
 MK1430                          SUPERSEDED SURVEY CONTROL
 MK1430
 MK1430  NGVD 29 (??/??/92)  471.677  (m)         1547.49   (f) ADJ UNCH    2 0
 MK1430
 MK1430.Superseded values are not recommended for survey control.
 MK1430
 MK1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1430.See file dsdata.pdf to determine how the superseded data were derived.
 MK1430
 MK1430_MARKER: DD = SURVEY DISK
 MK1430_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1430_STAMPING: 90
 MK1430_MARK LOGO: CGS+SS
 MK1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1430
 MK1430  HISTORY     - Date     Condition        Report By
 MK1430  HISTORY     - 1934     MONUMENTED       NEGS
 MK1430  HISTORY     - 1950     GOOD             CGS
 MK1430
 MK1430                          STATION DESCRIPTION
 MK1430
 MK1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1430'AT SILVER CREEK.
 MK1430'AT SILVER CREEK, AT THE INTERSECTION OF VINE STREET AND 4TH
 MK1430'STREET, AT THE EAST CORNER OF THE HIGH SCHOOL LAWN, 93.5 FEET
 MK1430'SOUTHEAST OF THE EAST CORNER OF THE SCHOOL BUILDING, 75.5 FEET
 MK1430'EAST OF THE CENTER OF A FLAGPOLE, 8.8 FEET SOUTHWEST OF THE
 MK1430'SOUTHWEST CURB OF VINE STREET, 14.2 FEET NORTHWEST OF THE
 MK1430'NORTHWEST CURB OF 4TH STREET, 0.5 FOOT NORTHEAST OF THE NORTHEAST
 MK1430'EDGE OF A NORTHWEST AND SOUTHEAST SIDEWALK, 0.5 FOOT SOUTHEAST
 MK1430'OF THE NORTHWEST EDGE OF A NORTHEAST AND SOUTHWEST SIDEWALK, 0.6
 MK1430'FEET BELOW THE LEVEL OF THE SIDEWALK, SET IN THE TOP OF A
 MK1430'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0724 ***********************************************************************
 LF0724  DESIGNATION -  901
 LF0724  PID         -  LF0724
 LF0724  STATE/COUNTY-  NE/NEMAHA
 LF0724  COUNTRY     -  US
 LF0724  USGS QUAD   -  PERU (2017)
 LF0724
 LF0724                         *CURRENT SURVEY CONTROL
 LF0724  ______________________________________________________________________
 LF0724* NAD 83(1986) POSITION- 40 23 48.     (N) 095 39 12.     (W)   SCALED
 LF0724* NAVD 88 ORTHO HEIGHT -   274.342 (meters)      900.07  (feet) ADJUSTED
 LF0724  ______________________________________________________________________
 LF0724  GEOID HEIGHT    -        -30.068 (meters)                     GEOID18
 LF0724  DYNAMIC HEIGHT  -        274.198 (meters)      899.60  (feet) COMP
 LF0724  MODELED GRAVITY -    980,093.3   (mgal)                       NAVD 88
 LF0724
 LF0724  VERT ORDER      -  SECOND    CLASS 0
 LF0724
 LF0724.The horizontal coordinates were scaled from a map and have
 LF0724.an estimated accuracy of +/- 6 seconds.
 LF0724
 LF0724.The orthometric height was determined by differential leveling and
 LF0724.adjusted by the NATIONAL GEODETIC SURVEY
 LF0724.in June 1991.
 LF0724
 LF0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0724.GEOID18 height accuracy estimate available here.
 LF0724
 LF0724.Click photographs - Photos may exist for this station.
 LF0724
 LF0724.The dynamic height is computed by dividing the NAVD 88
 LF0724.geopotential number by the normal gravity value computed on the
 LF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0724.degrees latitude (g = 980.6199 gals.).
 LF0724
 LF0724.The modeled gravity was interpolated from observed gravity values.
 LF0724
 LF0724;                    North         East    Units  Estimated Accuracy
 LF0724;SPC NE       -    71,820.      868,810.      MT  (+/- 180 meters Scaled)
 LF0724
 LF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE748751(NAD 83)
 LF0724
 LF0724                          SUPERSEDED SURVEY CONTROL
 LF0724
 LF0724  NGVD 29 (??/??/92)  274.267  (m)          899.82   (f) ADJ UNCH    2 0
 LF0724
 LF0724.Superseded values are not recommended for survey control.
 LF0724
 LF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0724.See file dsdata.pdf to determine how the superseded data were derived.
 LF0724
 LF0724_MARKER: P = PIPE CAP
 LF0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0724_STAMPING: 901
 LF0724_MARK LOGO: USGS
 LF0724_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0724
 LF0724  HISTORY     - Date     Condition        Report By
 LF0724  HISTORY     - 1911     MONUMENTED       USGS
 LF0724  HISTORY     - 1948     GOOD             CGS
 LF0724  HISTORY     - 20100210 MARK NOT FOUND   NEGS
 LF0724
 LF0724                          STATION DESCRIPTION
 LF0724
 LF0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0724'AT BROWNVILLE.
 LF0724'AT BROWNVILLE, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0724'STATION, 300.0 FEET SOUTH ALONG THE TRACK FROM THE BROWNVILLE
 LF0724'BRIDGE, 87.0 FEET NORTH OF THE NORTHEAST CORNER OF THE RAILROAD
 LF0724'STATION, 29.0 FEET WEST OF THE WEST RAIL OF THE TRACK, 4.0 FEET
 LF0724'NORTH OF A FOUR INCH ELM TREE, A BRONZE CAP RIVETED TO THE TOP
 LF0724'OF A FOUR INCH IRON PIPE AND PROJECTING 1.0 FOOT ABOVE THE
 LF0724'GROUND, AND ALSO COVERED BY A 2.5 FOOT IRON TRIPOD.
 LF0724
 LF0724                          STATION RECOVERY (2010)
 LF0724
 LF0724'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0521 ***********************************************************************
 LF0521  DESIGNATION -  911
 LF0521  PID         -  LF0521
 LF0521  STATE/COUNTY-  NE/RICHARDSON
 LF0521  COUNTRY     -  US
 LF0521  USGS QUAD   -  SALEM (2017)
 LF0521
 LF0521                         *CURRENT SURVEY CONTROL
 LF0521  ______________________________________________________________________
 LF0521* NAD 83(1986) POSITION- 40 06 29.     (N) 095 37 59.     (W)   SCALED
 LF0521* NAVD 88 ORTHO HEIGHT -   277.616 (meters)      910.81  (feet) ADJUSTED
 LF0521  ______________________________________________________________________
 LF0521  GEOID HEIGHT    -        -30.369 (meters)                     GEOID18
 LF0521  DYNAMIC HEIGHT  -        277.462 (meters)      910.31  (feet) COMP
 LF0521  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 LF0521
 LF0521  VERT ORDER      -  SECOND    CLASS 0
 LF0521
 LF0521.The horizontal coordinates were scaled from a map and have
 LF0521.an estimated accuracy of +/- 6 seconds.
 LF0521
 LF0521.The orthometric height was determined by differential leveling and
 LF0521.adjusted by the NATIONAL GEODETIC SURVEY
 LF0521.in June 1991.
 LF0521
 LF0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0521.GEOID18 height accuracy estimate available here.
 LF0521
 LF0521.Click photographs - Photos may exist for this station.
 LF0521
 LF0521.The dynamic height is computed by dividing the NAVD 88
 LF0521.geopotential number by the normal gravity value computed on the
 LF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0521.degrees latitude (g = 980.6199 gals.).
 LF0521
 LF0521.The modeled gravity was interpolated from observed gravity values.
 LF0521
 LF0521;                    North         East    Units  Estimated Accuracy
 LF0521;SPC NE       -    39,900.      872,150.      MT  (+/- 180 meters Scaled)
 LF0521
 LF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE755430(NAD 83)
 LF0521
 LF0521                          SUPERSEDED SURVEY CONTROL
 LF0521
 LF0521  NGVD 29 (??/??/92)  277.542  (m)          910.57   (f) ADJ UNCH    2 0
 LF0521
 LF0521.Superseded values are not recommended for survey control.
 LF0521
 LF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0521.See file dsdata.pdf to determine how the superseded data were derived.
 LF0521
 LF0521_MARKER: DD = SURVEY DISK
 LF0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0521_SP_SET: FOUNDATION
 LF0521_STAMPING: 911
 LF0521_MARK LOGO: USGS
 LF0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0521
 LF0521  HISTORY     - Date     Condition        Report By
 LF0521  HISTORY     - 1911     MONUMENTED       USGS
 LF0521  HISTORY     - 1948     GOOD             CGS
 LF0521
 LF0521                          STATION DESCRIPTION
 LF0521
 LF0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0521'5 MI NW FROM FALLS CITY.
 LF0521'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 LF0521'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT FALLS CITY,
 LF0521'RICHARDSON COUNTY, 600 FEET SOUTH OF THE M.P.R.R. STATION AT
 LF0521'STRAUSSVILLE, 60 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 LF0521'50 FEET NORTH OF A GRAIN ELEVATOR, AT THE GRAIN OFFICE, AND IN
 LF0521'THE SOUTHEAST CORNER OF THE STONE FOUNDATION.  A UNITED STATES
 LF0521'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 911.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0400 ***********************************************************************
 LF0400  DESIGNATION -  917
 LF0400  PID         -  LF0400
 LF0400  STATE/COUNTY-  NE/RICHARDSON
 LF0400  COUNTRY     -  US
 LF0400  USGS QUAD   -  RULO (2017)
 LF0400
 LF0400                         *CURRENT SURVEY CONTROL
 LF0400  ______________________________________________________________________
 LF0400* NAD 83(2011) POSITION- 40 02 34.25682(N) 095 27 50.80723(W)   ADJUSTED
 LF0400* NAD 83(2011) ELLIP HT-   248.707 (meters)        (08/06/19)   ADJUSTED
 LF0400* NAD 83(2011) EPOCH   -  2010.00
 LF0400* NAVD 88 ORTHO HEIGHT -   279.384 (meters)      916.61  (feet) ADJUSTED
 LF0400  ______________________________________________________________________
 LF0400  GEOID HEIGHT    -        -30.696 (meters)                     GEOID18
 LF0400  NAD 83(2011) X  -   -465,621.529 (meters)                     COMP
 LF0400  NAD 83(2011) Y  - -4,867,619.162 (meters)                     COMP
 LF0400  NAD 83(2011) Z  -  4,081,789.087 (meters)                     COMP
 LF0400  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 LF0400  DYNAMIC HEIGHT  -        279.230 (meters)      916.11  (feet) COMP
 LF0400  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 LF0400
 LF0400  VERT ORDER      -  SECOND    CLASS 0
 LF0400
 LF0400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF0400  Standards:
 LF0400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF0400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF0400  -------------------------------------------------------------------
 LF0400  NETWORK    0.94   1.76           0.43   0.32   0.90     -0.06825393
 LF0400  -------------------------------------------------------------------
 LF0400  Click here for local accuracies and other accuracy information.
 LF0400
 LF0400.The horizontal coordinates were established by GPS observations
 LF0400.and adjusted by the JORGENSEN SURVEYING in August 2019.
 LF0400
 LF0400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF0400.been affixed to the stable North American tectonic plate. See 
 LF0400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF0400
 LF0400.The horizontal coordinates are valid at the epoch date displayed above
 LF0400.which is a decimal equivalence of Year/Month/Day.
 LF0400
 LF0400.The orthometric height was determined by differential leveling and
 LF0400.adjusted by the NATIONAL GEODETIC SURVEY
 LF0400.in June 1991.
 LF0400
 LF0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0400.GEOID18 height accuracy estimate available here.
 LF0400
 LF0400.Click photographs - Photos may exist for this station.
 LF0400
 LF0400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0400
 LF0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0400
 LF0400.The ellipsoidal height was determined by GPS observations
 LF0400.and is referenced to NAD 83.
 LF0400
 LF0400.The dynamic height is computed by dividing the NAVD 88
 LF0400.geopotential number by the normal gravity value computed on the
 LF0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0400.degrees latitude (g = 980.6199 gals.).
 LF0400
 LF0400.The modeled gravity was interpolated from observed gravity values.
 LF0400
 LF0400. The following values were computed from the NAD 83(2011) position.
 LF0400
 LF0400;                    North         East     Units Scale Factor Converg.
 LF0400;SPC NE       -    33,415.519   886,909.727   MT  0.99998091   +3 00 21.3
 LF0400;SPC NE       -   109,630.75  2,909,803.00   sFT  0.99998091   +3 00 21.3
 LF0400;UTM  15      - 4,435,422.272   289,784.284   MT  1.00014404   -1 35 09.2
 LF0400
 LF0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0400!SPC NE       -   0.99996099  x   0.99998091  =   0.99994190
 LF0400!UTM  15      -   0.99996099  x   1.00014404  =   1.00010502
 LF0400
 LF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8978435422(NAD 83)
 LF0400
 LF0400                          SUPERSEDED SURVEY CONTROL
 LF0400
 LF0400  ELLIP H (06/27/02)  248.661  (m)                       GP(       ) 4 1
 LF0400  NAD 83(1995)-  40 02 34.25722(N)    095 27 50.80755(W) AD(       ) 1
 LF0400  ELLIP H (08/18/97)  248.806  (m)                       GP(       ) 4 1
 LF0400  NAD 83(1986)-  40 02 34.26558(N)    095 27 50.80573(W) AD(       ) 1
 LF0400  NGVD 29 (??/??/92)  279.319  (m)          916.40   (f) ADJ UNCH    2 0
 LF0400  NGVD 29             279.32   (m)          916.4    (f) LEVELING    3  
 LF0400  NGVD 29 (02/23/90)  279.     (m)  RAPSU86  model used  GPS OBS        
 LF0400
 LF0400.Superseded values are not recommended for survey control.
 LF0400
 LF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0400.See file dsdata.pdf to determine how the superseded data were derived.
 LF0400
 LF0400_MARKER: DD = SURVEY DISK
 LF0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0400_STAMPING: 917
 LF0400_MARK LOGO: USGS
 LF0400_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0400+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 LF0400
 LF0400  HISTORY     - Date     Condition        Report By
 LF0400  HISTORY     - 1911     MONUMENTED       USGS
 LF0400  HISTORY     - 1934     GOOD             CGS
 LF0400  HISTORY     - 1982     GOOD             LOCSUR
 LF0400  HISTORY     - 19890316 GOOD             NGS
 LF0400  HISTORY     - 19910424 GOOD             NGS
 LF0400  HISTORY     - 20050604 GOOD             GEOCAC
 LF0400  HISTORY     - 20061028 GOOD             GEOCAC
 LF0400  HISTORY     - 20071119 GOOD             INDIV
 LF0400  HISTORY     - 20100513 GOOD             INDIV
 LF0400
 LF0400                          STATION DESCRIPTION
 LF0400
 LF0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0400'2.2 MI W FROM RULO.
 LF0400'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0400'FROM THE STATION AT RULO, RICHARDSON COUNTY, 150 FEET SOUTH OF
 LF0400'A SECTION CORNER AT A ROAD CROSSING, 50 FEET SOUTH OF THE TRACK,
 LF0400'AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL
 LF0400'SURVEY STANDARD CAP, STAMPED 917 AND RIVETED ON THE TOP OF A
 LF0400'3-1/2 INCH IRON PIPE.
 LF0400
 LF0400                          STATION RECOVERY (1982)
 LF0400
 LF0400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0400'RECOVERED IN GOOD CONDITION.
 LF0400
 LF0400                          STATION RECOVERY (1989)
 LF0400
 LF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0400'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) EAST OF FALLS CITY, 3 KM
 LF0400'(1.85 MI) SOUTHWEST OF RULO, 4.8 KM (3.00 MI) NORTH OF THE
 LF0400'KANSAS-NEBRASKA STATE LINE, NEAR A RAILROAD CROSSING.
 LF0400'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LF0400'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 73 AND STATE
 LF0400'HIGHWAY 159 IN FALLS CITY ABOUT 0.4 KM (0.25 MI) SOUTH OF THE
 LF0400'COURTHOUSE, GO EAST ON STATE HIGHWAY 159 FOR 0.48 KM (0.30 MI) TO A
 LF0400'SLANTED CROSSROAD.  CONTINUE AHEAD ON STATE HIGHWAY 159 FOR 5.15 KM
 LF0400'(3.20 MI) TO A BRIDGE OVER MUDDY CREEK.  CONTINUE AHEAD FOR 5.95 KM
 LF0400'(3.70 MI) TO A GRAVEL CROSSROAD WITH AN OLD SCHOOLHOUSE ON THE LEFT.
 LF0400'TURN RIGHT AND GO SOUTH FOR 1.77 KM (1.10 MI) TO THE RAILROAD TRACKS
 LF0400'AND THE STATION ON THE RIGHT, ON THE SOUTH SIDE OF THE TRACKS.
 LF0400'THE STATION MARK IS A US GEOLOGICAL SURVEY DISK WITH NO STAMPING,
 LF0400'ATTACHED TO A 10 CM PIPE THAT IS IMBEDDED IN A 30 CM ROUND CONCRETE
 LF0400'POST WHICH PROJECTS 15 CM ABOVE THE SURFACE.  THE STATION MARK IS SET
 LF0400'20.3 M (66.6 FT) WEST-SOUTHWEST OF A CROSSING SIGNAL POST ON THE SOUTH
 LF0400'SIDE OF THE TRACK, 18.2 M (59.7 FT) SOUTH-SOUTHWEST OF A SIGNAL POST
 LF0400'ACROSS THE TRACK, 12.3 M (40.4 FT) SOUTH OF THE SOUTH RAIL, 9.3 M
 LF0400'(30.5 FT) SOUTH OF THE APPROXIMATE ROAD CENTER, 4.3 M (14.1 FT)
 LF0400'NORTH-NORTHEAST OF A CONCRETE FENCE-CORNER POST AND 0.2 M (0.7 FT)
 LF0400'NORTHEAST OF A METAL WITNESS POST.
 LF0400'DESCRIBED BY R.D.BALL.
 LF0400
 LF0400                          STATION RECOVERY (1991)
 LF0400
 LF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0400'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) EAST OF FALLS CITY, 3 KM
 LF0400'(1.9 MI) SOUTHWEST OF RULO, 4.8 KM (3.0 MI) NORTH OF THE
 LF0400'KANSAS-NEBRASKA STATE LINE AND IN THE SOUTHWEST ANGLE OF A GRAVEL
 LF0400'ROAD AND RAILROAD TRACKS. OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LF0400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND 156,
 LF0400'LOCATED IN THE MIDDLE OF FALLS CITY, GO EAST ON HIGHWAY 156 FOR 0.48
 LF0400'KM (0.30 MI) TO A JOG IN HIGHWAY TO THE RIGHT, SOUTH, THEN LEFT,
 LF0400'EAST, AT JUNCTION OF CROSSROAD.  CONTINUE EAST ON HIGHWAY 156 FOR
 LF0400'5.15 KM (3.20 MI) TO A BRIDGE OVER MUDDY CREEK.  CONTINUE EAST ON
 LF0400'HIGHWAY 156 FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF A GRAVEL ROAD
 LF0400'AND AN OLD SHCOOL ON THE LEFT.  TURN RIGHT, SOUTH, ON GRAVEL ROAD FOR
 LF0400'1.77 KM (1.10 MI) TO THE STATION ON THE RIGHT JUST AFTER CROSSING
 LF0400'RAILROAD TRACKS.
 LF0400'THE STATION IS ATTACHED TO A 10 CM PIPE THAT IS EMBEDDED IN A 30 CM
 LF0400'ROUND CONCRETE POST, LOCATED 20.3 M (66.6 FT) WEST-SOUTHWEST OF
 LF0400'CROSSING SIGNAL POST ON THE SOUTH SIDE OF TRACKS, 12.3 M (40.4 FT)
 LF0400'SOUTH OF THE SOUTH RAIL, 9.3 M (30.5 FT) WEST OF THE CENTER OF GRAVEL
 LF0400'ROAD, 4.3 M (14.1 FT) NORTH-NORTHEAST OF A CONCRETE FENCE CORNER
 LF0400'POST, AND 0.2 M (0.7 FT) NORTHEAST OF A METAL WITNESS POST.
 LF0400
 LF0400                          STATION RECOVERY (2005)
 LF0400
 LF0400'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 LF0400'GOOD.
 LF0400
 LF0400                          STATION RECOVERY (2006)
 LF0400
 LF0400'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0400'RECOVERED IN GOOD CONDITION.
 LF0400
 LF0400                          STATION RECOVERY (2007)
 LF0400
 LF0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LF0400'RECOVERED IN GOOD CONDITION.
 LF0400
 LF0400                          STATION RECOVERY (2010)
 LF0400
 LF0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0968 ***********************************************************************
 LF0968  DESIGNATION -  929
 LF0968  PID         -  LF0968
 LF0968  STATE/COUNTY-  NE/OTOE
 LF0968  COUNTRY     -  US
 LF0968  USGS QUAD   -  JULIAN (2017)
 LF0968
 LF0968                         *CURRENT SURVEY CONTROL
 LF0968  ______________________________________________________________________
 LF0968* NAD 83(1986) POSITION- 40 32 17.     (N) 095 47 29.     (W)   SCALED
 LF0968* NAVD 88 ORTHO HEIGHT -   282.748 (meters)      927.65  (feet) ADJUSTED
 LF0968  ______________________________________________________________________
 LF0968  GEOID HEIGHT    -        -29.650 (meters)                     GEOID18
 LF0968  DYNAMIC HEIGHT  -        282.596 (meters)      927.15  (feet) COMP
 LF0968  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 LF0968
 LF0968  VERT ORDER      -  SECOND    CLASS 0
 LF0968
 LF0968.The horizontal coordinates were scaled from a map and have
 LF0968.an estimated accuracy of +/- 6 seconds.
 LF0968
 LF0968.The orthometric height was determined by differential leveling and
 LF0968.adjusted by the NATIONAL GEODETIC SURVEY
 LF0968.in June 1991.
 LF0968
 LF0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0968.GEOID18 height accuracy estimate available here.
 LF0968
 LF0968.Click photographs - Photos may exist for this station.
 LF0968
 LF0968.The dynamic height is computed by dividing the NAVD 88
 LF0968.geopotential number by the normal gravity value computed on the
 LF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0968.degrees latitude (g = 980.6199 gals.).
 LF0968
 LF0968.The modeled gravity was interpolated from observed gravity values.
 LF0968
 LF0968;                    North         East    Units  Estimated Accuracy
 LF0968;SPC NE       -    86,920.      856,340.      MT  (+/- 180 meters Scaled)
 LF0968
 LF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE635912(NAD 83)
 LF0968
 LF0968                          SUPERSEDED SURVEY CONTROL
 LF0968
 LF0968  NGVD 29 (??/??/92)  282.648  (m)          927.32   (f) ADJ UNCH    2 0
 LF0968
 LF0968.Superseded values are not recommended for survey control.
 LF0968
 LF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0968.See file dsdata.pdf to determine how the superseded data were derived.
 LF0968
 LF0968_MARKER: P = PIPE CAP
 LF0968_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0968_STAMPING: 929 ADJ 1903
 LF0968_MARK LOGO: USGS
 LF0968_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0968
 LF0968  HISTORY     - Date     Condition        Report By
 LF0968  HISTORY     - 1905     MONUMENTED       USGS
 LF0968  HISTORY     - 1947     GOOD             CGS
 LF0968
 LF0968                          STATION DESCRIPTION
 LF0968
 LF0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0968'5.4 MI E FROM JULIAN.
 LF0968'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0968'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD,
 LF0968'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 157.0 FEET NORTHEAST
 LF0968'OF THE NORTH CORNER OF A WOODEN BRIDGE OVER CAMP CREEK, 107.0
 LF0968'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER
 LF0968'THE NORTH BRANCH OF CAMP CREEK, 56.0 FEET NORTH OF THE CENTER OF
 LF0968'THE SOUTH LEG OF THE Y AT THE INTERSECTION, 23.0 FEET SOUTHWEST
 LF0968'OF THE CENTER OF THE GRAVEL ROAD LEADING NORTH, 6.0 FEET EAST OF
 LF0968'THE CENTER OF THE NORTH LEG OF THE Y AT THE INTERSECTION, 1.0
 LF0968'FOOT NORTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE
 LF0968'CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE SAME
 LF0968'ELEVATION AS THE GRAVEL ROAD AND PROJECTING 1.0 FOOT.  THIS BENCH
 LF0968'MARK IS ALSO 2.9 MILES NORTHWEST ALONG A GRAVEL ROAD AND 2.6 MILES
 LF0968'NORTH AND 0.45 MILE WEST ALONG A DIRT AND GRAVEL ROAD FROM THE
 LF0968'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT PERU.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0963 ***********************************************************************
 LF0963  DESIGNATION -  933 RESET
 LF0963  PID         -  LF0963
 LF0963  STATE/COUNTY-  NE/OTOE
 LF0963  COUNTRY     -  US
 LF0963  USGS QUAD   -  JULIAN (2017)
 LF0963
 LF0963                         *CURRENT SURVEY CONTROL
 LF0963  ______________________________________________________________________
 LF0963* NAD 83(1986) POSITION- 40 35 45.     (N) 095 47 23.     (W)   SCALED
 LF0963* NAVD 88 ORTHO HEIGHT -   283.906 (meters)      931.45  (feet) ADJUSTED
 LF0963  ______________________________________________________________________
 LF0963  GEOID HEIGHT    -        -29.602 (meters)                     GEOID18
 LF0963  DYNAMIC HEIGHT  -        283.756 (meters)      930.96  (feet) COMP
 LF0963  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LF0963
 LF0963  VERT ORDER      -  SECOND    CLASS 0
 LF0963
 LF0963.The horizontal coordinates were scaled from a map and have
 LF0963.an estimated accuracy of +/- 6 seconds.
 LF0963
 LF0963.The orthometric height was determined by differential leveling and
 LF0963.adjusted by the NATIONAL GEODETIC SURVEY
 LF0963.in June 1991.
 LF0963
 LF0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0963.GEOID18 height accuracy estimate available here.
 LF0963
 LF0963.Click photographs - Photos may exist for this station.
 LF0963
 LF0963.The dynamic height is computed by dividing the NAVD 88
 LF0963.geopotential number by the normal gravity value computed on the
 LF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0963.degrees latitude (g = 980.6199 gals.).
 LF0963
 LF0963.The modeled gravity was interpolated from observed gravity values.
 LF0963
 LF0963;                    North         East    Units  Estimated Accuracy
 LF0963;SPC NE       -    93,330.      856,170.      MT  (+/- 180 meters Scaled)
 LF0963
 LF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE639976(NAD 83)
 LF0963
 LF0963                          SUPERSEDED SURVEY CONTROL
 LF0963
 LF0963  NGVD 29 (??/??/92)  283.804  (m)          931.11   (f) ADJ UNCH    2 0
 LF0963
 LF0963.Superseded values are not recommended for survey control.
 LF0963
 LF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0963.See file dsdata.pdf to determine how the superseded data were derived.
 LF0963
 LF0963_MARKER: P = PIPE CAP
 LF0963_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0963_STAMPING: 933 ADJ 1903 RESET 1947
 LF0963_MARK LOGO: USGS
 LF0963_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0963+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0963
 LF0963  HISTORY     - Date     Condition        Report By
 LF0963  HISTORY     - 1947     MONUMENTED       USGS
 LF0963  HISTORY     - 1947     GOOD             CGS
 LF0963  HISTORY     - 19870504 GOOD             NGS
 LF0963
 LF0963                          STATION DESCRIPTION
 LF0963
 LF0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0963'10.2 MI NE FROM JULIAN.
 LF0963'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0963'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD,
 LF0963'3.7 MILES NORTH ALONG A GRAVEL ROAD AND 1.1 MILE NORTHEAST ALONG
 LF0963'A GRAVEL AND DIRT ROAD, IN AN OLD ABANDONED CHURCH YARD FORMERLY
 LF0963'KNOWN AS MINERSVILLE, 400.5 FEET WEST OF THE WEST RAIL OF THE
 LF0963'CHICAGO, BURLINGTON AND QUINCY RAILROAD (MEASURED FROM A POINT
 LF0963'AT THE NORTH END OF TRESTLE NO. 6.83, 88.0 FEET SOUTH OF THE CENTER
 LF0963'OF THE EAST-WEST DIRT ROAD, 20.0 FEET NORTHEAST OF THE SOUTHEAST
 LF0963'CORNER OF THE CONCRETE FOUNDATION OF THE OLD ABANDONED CHURCH,
 LF0963'17.9 FEET NORTH OF THE NORTHWEST CORNER OF A SQUARE CONCRETE WELL
 LF0963'CURB, 12.5 FEET WEST OF A 1 1/2-FOOT ELM TREE, 1.0 FOOT WEST OF A
 LF0963'REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON
 LF0963'TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE SAME ELEVATION AS THE
 LF0963'ROAD AND PROJECTING 0.4 FOOT.  THIS BENCH MARK IS 0.25 MILE WEST
 LF0963'AND 0.25 MILE SOUTH ALONG A GRAVEL AND DIRT ROAD FROM BENCH MARK
 LF0963'P 258 WHICH IS REFERENCED FROM NEBRASKA CITY.
 LF0963
 LF0963                          STATION RECOVERY (1987)
 LF0963
 LF0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0963'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) SOUTH ALONG
 LF0963'U.S. HIGHWAY 75, FROM THE SOUTH JUNCTION WITH STATE HIGHWAY 2, WHICH
 LF0963'IS ABOUT 1.6 KM (1.00 MI) SOUTH OF NEBRASKA CITY, TO THE ENTRANCE
 LF0963'ROAD TO THE NEBRASKA CITY POWER PLANT OF THE OMAHA PUBLIC POWER
 LF0963'DISTRICT ON THE LEFT, THEN 8.28 KM (5.15 MI) EAST, SOUTH AND EAST
 LF0963'ALONG THE PAVED ENTRANCE ROAD TO A GRADED ROAD ON THE RIGHT, THEN
 LF0963'2.33 KM (1.45 MI) SOUTH ALONG THE GRADED ROAD TO A SHARP CURVE TO THE
 LF0963'RIGHT, THEN 0.89 KM (0.55 MI) WEST AND SOUTHWEST ALONG THE GRADED
 LF0963'ROAD TO THE MARK ON THE LEFT, 122.1 M (400.6 FT) WEST FROM THE NORTH
 LF0963'END OF A RAILROAD TRESTLE, 26.8 M (87.9 FT) SOUTH FROM THE CENTERLINE
 LF0963'OF THE ROAD, 5.46 M (17.9 FT) NORTH FROM THE NORTHWEST CORNER OF AN
 LF0963'OLD WELL CURBING AND PROJECTING 0.05 M (0.2 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0515 ***********************************************************************
 LF0515  DESIGNATION -  935 PTS 16
 LF0515  PID         -  LF0515
 LF0515  STATE/COUNTY-  NE/RICHARDSON
 LF0515  COUNTRY     -  US
 LF0515  USGS QUAD   -  VERDON (2017)
 LF0515
 LF0515                         *CURRENT SURVEY CONTROL
 LF0515  ______________________________________________________________________
 LF0515* NAD 83(1986) POSITION- 40 09 01.1    (N) 095 42 59.9    (W)   HD_HELD2
 LF0515* NAVD 88 ORTHO HEIGHT -   284.642 (meters)      933.86  (feet) ADJUSTED
 LF0515  ______________________________________________________________________
 LF0515  GEOID HEIGHT    -        -30.150 (meters)                     GEOID18
 LF0515  DYNAMIC HEIGHT  -        284.485 (meters)      933.35  (feet) COMP
 LF0515  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 LF0515
 LF0515  VERT ORDER      -  SECOND    CLASS 0
 LF0515
 LF0515.The horizontal coordinates were established by autonomous hand held GPS
 LF0515.observations and have an estimated accuracy of +/- 10 meters.
 LF0515
 LF0515.The orthometric height was determined by differential leveling and
 LF0515.adjusted by the NATIONAL GEODETIC SURVEY
 LF0515.in June 1991.
 LF0515
 LF0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0515.GEOID18 height accuracy estimate available here.
 LF0515
 LF0515.Click photographs - Photos may exist for this station.
 LF0515
 LF0515.The dynamic height is computed by dividing the NAVD 88
 LF0515.geopotential number by the normal gravity value computed on the
 LF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0515.degrees latitude (g = 980.6199 gals.).
 LF0515
 LF0515.The modeled gravity was interpolated from observed gravity values.
 LF0515
 LF0515;                    North         East    Units  Estimated Accuracy
 LF0515;SPC NE       -    44,233.      864,797.      MT  (+/- 10 meters HH2 GPS)
 LF0515
 LF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6860247978(NAD 83)
 LF0515
 LF0515                          SUPERSEDED SURVEY CONTROL
 LF0515
 LF0515  NGVD 29 (??/??/92)  284.577  (m)          933.65   (f) ADJ UNCH    2 0
 LF0515
 LF0515.Superseded values are not recommended for survey control.
 LF0515
 LF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0515.See file dsdata.pdf to determine how the superseded data were derived.
 LF0515
 LF0515_MARKER: P = PIPE CAP
 LF0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0515_STAMPING: PRIM TRAV STA NO 16 1913 935 NEBR
 LF0515_MARK LOGO: USGS
 LF0515_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0515+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 LF0515
 LF0515  HISTORY     - Date     Condition        Report By
 LF0515  HISTORY     - 1913     MONUMENTED       USGS
 LF0515  HISTORY     - 1942     GOOD             CGS
 LF0515  HISTORY     - 20080916 GOOD             INDIV
 LF0515  HISTORY     - 20120710 GOOD             NEDR
 LF0515
 LF0515                          STATION DESCRIPTION
 LF0515
 LF0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LF0515'0.2 MI N FROM VERDON.
 LF0515'0.25 MILE NORTH OF THE MISSOURI PACIFIC RAILROAD STATION IN
 LF0515'VERDON, DIRECTLY ACROSS THE RAILROAD FROM THE FOURTH TELEGRAPH
 LF0515'POLE SOUTH OF MILE POST 395, IN A HOG LOT, 110.0 FEET WEST OF
 LF0515'THE WEST RAIL MEASURED FROM A POINT 67.0 FEET NORTH OF THE
 LF0515'CENTERLINE OF A DIRT ROAD CROSSING, 91.0 FEET SOUTHWEST OF THE
 LF0515'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR AN ABANDONED
 LF0515'RAILWAY PUMPING STATION, 53.0 FEET SOUTHWEST OF THE SOUTHWEST
 LF0515'CORNER OF A BARN, 46.0 FEET NORTHWEST OF THE CENTRAL PART OF A
 LF0515'THREE TRUNK LOCUST TREE, 12.5 FEET NORTHWEST OF A WELL PUMP,
 LF0515'SCREWED ON THE TOP OF AN IRON POST WHICH PROJECTS 15 INCHES
 LF0515'ABOVE THE GROUND.
 LF0515
 LF0515                          STATION RECOVERY (2008)
 LF0515
 LF0515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0515'MARK LIES 9' NW OF PUMP HOUSE, AND IS SURROUNDED BY A CONCRETE PAD FOR
 LF0515'LARGE CONCRETE LIVESTOCK WATERING DEVICE.  MARK LIES 0.4' WEST OF WEST
 LF0515'FACE OF CONCRETE TANK.
 LF0515
 LF0515                          STATION RECOVERY (2012)
 LF0515
 LF0515'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0510 ***********************************************************************
 LF0510  DESIGNATION -  967
 LF0510  PID         -  LF0510
 LF0510  STATE/COUNTY-  NE/RICHARDSON
 LF0510  COUNTRY     -  US
 LF0510  USGS QUAD   -  VERDON (2017)
 LF0510
 LF0510                         *CURRENT SURVEY CONTROL
 LF0510  ______________________________________________________________________
 LF0510* NAD 83(1986) POSITION- 40 11 47.     (N) 095 44 50.     (W)   SCALED
 LF0510* NAVD 88 ORTHO HEIGHT -   294.494 (meters)      966.19  (feet) ADJUSTED
 LF0510  ______________________________________________________________________
 LF0510  GEOID HEIGHT    -        -30.004 (meters)                     GEOID18
 LF0510  DYNAMIC HEIGHT  -        294.331 (meters)      965.65  (feet) COMP
 LF0510  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 LF0510
 LF0510  VERT ORDER      -  SECOND    CLASS 0
 LF0510
 LF0510.The horizontal coordinates were scaled from a map and have
 LF0510.an estimated accuracy of +/- 6 seconds.
 LF0510
 LF0510.The orthometric height was determined by differential leveling and
 LF0510.adjusted by the NATIONAL GEODETIC SURVEY
 LF0510.in June 1991.
 LF0510
 LF0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0510.GEOID18 height accuracy estimate available here.
 LF0510
 LF0510.Click photographs - Photos may exist for this station.
 LF0510
 LF0510.The dynamic height is computed by dividing the NAVD 88
 LF0510.geopotential number by the normal gravity value computed on the
 LF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0510.degrees latitude (g = 980.6199 gals.).
 LF0510
 LF0510.The modeled gravity was interpolated from observed gravity values.
 LF0510
 LF0510;                    North         East    Units  Estimated Accuracy
 LF0510;SPC NE       -    49,220.      861,940.      MT  (+/- 180 meters Scaled)
 LF0510
 LF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE661531(NAD 83)
 LF0510
 LF0510                          SUPERSEDED SURVEY CONTROL
 LF0510
 LF0510  NGVD 29 (??/??/92)  294.420  (m)          965.94   (f) ADJ UNCH    2 0
 LF0510
 LF0510.Superseded values are not recommended for survey control.
 LF0510
 LF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0510.See file dsdata.pdf to determine how the superseded data were derived.
 LF0510
 LF0510_MARKER: P = PIPE CAP
 LF0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0510_STAMPING: PRIM TRAV STA NO 15 1913 967 NEBR
 LF0510_MARK LOGO: USGS
 LF0510_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0510
 LF0510  HISTORY     - Date     Condition        Report By
 LF0510  HISTORY     - 1913     MONUMENTED       USGS
 LF0510  HISTORY     - 1947     GOOD             CGS
 LF0510
 LF0510                          STATION DESCRIPTION
 LF0510
 LF0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0510'2.7 MI SE FROM STELLA.
 LF0510'2.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0510'STATION AT STELLA, 20 POLES NORTH OF MILEPOST 398 AT AN EAST AND
 LF0510'WEST CROSS ROAD, 50.0 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LF0510'32.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTH
 LF0510'OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LF0510'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE AND 6.0 INCHES
 LF0510'BELOW THE GROUND LEVEL.  NOTE-- THE ORIGINAL DESCRIPTION DESIGNATED
 LF0510'THIS MARK PTS 16 (USGS).  HOWEVER THE ORIGINAL LEVEL PARTY
 LF0510'DESIGNATED IT 967 (USGS).  MARK WAS FOUND STAMPED 15 INSTEAD OF
 LF0510'16.  PTS 16 (USGS) WAS FOUND SEVERAL MILES SOUTH OF THIS POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0506 ***********************************************************************
 LF0506  DESIGNATION -  974 PTS 14
 LF0506  PID         -  LF0506
 LF0506  STATE/COUNTY-  NE/RICHARDSON
 LF0506  COUNTRY     -  US
 LF0506  USGS QUAD   -  DAWSON (2017)
 LF0506
 LF0506                         *CURRENT SURVEY CONTROL
 LF0506  ______________________________________________________________________
 LF0506* NAD 83(1986) POSITION- 40 13 57.6    (N) 095 46 42.8    (W)   HD_HELD2
 LF0506* NAVD 88 ORTHO HEIGHT -   296.704 (meters)      973.44  (feet) ADJUSTED
 LF0506  ______________________________________________________________________
 LF0506  GEOID HEIGHT    -        -29.851 (meters)                     GEOID18
 LF0506  DYNAMIC HEIGHT  -        296.543 (meters)      972.91  (feet) COMP
 LF0506  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 LF0506
 LF0506  VERT ORDER      -  SECOND    CLASS 0
 LF0506
 LF0506.The horizontal coordinates were established by autonomous hand held GPS
 LF0506.observations and have an estimated accuracy of +/- 10 meters.
 LF0506
 LF0506.The orthometric height was determined by differential leveling and
 LF0506.adjusted by the NATIONAL GEODETIC SURVEY
 LF0506.in June 1991.
 LF0506
 LF0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0506.GEOID18 height accuracy estimate available here.
 LF0506
 LF0506.Click photographs - Photos may exist for this station.
 LF0506
 LF0506.The dynamic height is computed by dividing the NAVD 88
 LF0506.geopotential number by the normal gravity value computed on the
 LF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0506.degrees latitude (g = 980.6199 gals.).
 LF0506
 LF0506.The modeled gravity was interpolated from observed gravity values.
 LF0506
 LF0506;                    North         East    Units  Estimated Accuracy
 LF0506;SPC NE       -    53,108.      859,081.      MT  (+/- 10 meters HH2 GPS)
 LF0506
 LF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6361457285(NAD 83)
 LF0506
 LF0506                          SUPERSEDED SURVEY CONTROL
 LF0506
 LF0506  NGVD 29 (??/??/92)  296.628  (m)          973.19   (f) ADJ UNCH    2 0
 LF0506
 LF0506.Superseded values are not recommended for survey control.
 LF0506
 LF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0506.See file dsdata.pdf to determine how the superseded data were derived.
 LF0506
 LF0506_MARKER: P = PIPE CAP
 LF0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0506_STAMPING: PRIM TRAV STA NO 14 974 NEAR 1913
 LF0506_MARK LOGO: USGS
 LF0506_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0506
 LF0506  HISTORY     - Date     Condition        Report By
 LF0506  HISTORY     - 1913     MONUMENTED       USGS
 LF0506  HISTORY     - 1947     GOOD             CGS
 LF0506  HISTORY     - 1980     GOOD             LOCSUR
 LF0506
 LF0506                          STATION DESCRIPTION
 LF0506
 LF0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0506'AT STELLA.
 LF0506'AT STELLA, ABOUT 0.25 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 LF0506'RAILROAD FROM THE STATION, 113.5 FEET EAST SOUTHEAST OF THE
 LF0506'INTERSECTION OF THE CENTER LINES OF THE MAIN TRACK AND STATE
 LF0506'HIGHWAY NO. 62, 50.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 LF0506'TRACK, 35.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 16.5 FEET
 LF0506'EAST NORTHEAST OF TELEPHONE POLE NO. 3F, 2.2 FEET NORTHEAST OF A
 LF0506'RIGHT OF WAY FENCE CORNER POST, 2.2 FEET EAST OF A REFERENCE POST,
 LF0506'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0506'IRON PIPE WHICH IS REINFORCED WITH CONCRETE, ABOUT 2 FEET BELOW
 LF0506'THE TRACK AND HIGHWAY AND PROJECTING 0.3 FOOT.
 LF0506
 LF0506                          STATION RECOVERY (1980)
 LF0506
 LF0506'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0635 ***********************************************************************
 LF0635  DESIGNATION -  975
 LF0635  PID         -  LF0635
 LF0635  STATE/COUNTY-  NE/RICHARDSON
 LF0635  COUNTRY     -  US
 LF0635  USGS QUAD   -  FALLS CITY (2017)
 LF0635
 LF0635                         *CURRENT SURVEY CONTROL
 LF0635  ______________________________________________________________________
 LF0635* NAD 83(1986) POSITION- 40 04 21.     (N) 095 31 12.     (W)   SCALED
 LF0635* NAVD 88 ORTHO HEIGHT -   296.971 (meters)      974.31  (feet) ADJUSTED
 LF0635  ______________________________________________________________________
 LF0635  GEOID HEIGHT    -        -30.589 (meters)                     GEOID18
 LF0635  DYNAMIC HEIGHT  -        296.805 (meters)      973.77  (feet) COMP
 LF0635  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LF0635
 LF0635  VERT ORDER      -  SECOND    CLASS 0
 LF0635
 LF0635.The horizontal coordinates were scaled from a map and have
 LF0635.an estimated accuracy of +/- 6 seconds.
 LF0635
 LF0635.The orthometric height was determined by differential leveling and
 LF0635.adjusted by the NATIONAL GEODETIC SURVEY
 LF0635.in June 1991.
 LF0635
 LF0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0635.GEOID18 height accuracy estimate available here.
 LF0635
 LF0635.Click photographs - Photos may exist for this station.
 LF0635
 LF0635.The dynamic height is computed by dividing the NAVD 88
 LF0635.geopotential number by the normal gravity value computed on the
 LF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0635.degrees latitude (g = 980.6199 gals.).
 LF0635
 LF0635.The modeled gravity was interpolated from observed gravity values.
 LF0635
 LF0635;                    North         East    Units  Estimated Accuracy
 LF0635;SPC NE       -    36,460.      881,980.      MT  (+/- 180 meters Scaled)
 LF0635
 LF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851388(NAD 83)
 LF0635
 LF0635                          SUPERSEDED SURVEY CONTROL
 LF0635
 LF0635  NGVD 29 (??/??/92)  296.902  (m)          974.09   (f) ADJ UNCH    2 0
 LF0635
 LF0635.Superseded values are not recommended for survey control.
 LF0635
 LF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0635.See file dsdata.pdf to determine how the superseded data were derived.
 LF0635
 LF0635_MARKER: P = PIPE CAP
 LF0635_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0635_STAMPING: PRIM TRAV STA NO 24 975 NEBR 1913
 LF0635_MARK LOGO: USGS
 LF0635_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0635
 LF0635  HISTORY     - Date     Condition        Report By
 LF0635  HISTORY     - 1913     MONUMENTED       USGS
 LF0635  HISTORY     - 1947     GOOD             CGS
 LF0635  HISTORY     - 1980     GOOD             LOCSUR
 LF0635
 LF0635                          STATION DESCRIPTION
 LF0635
 LF0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0635'2.4 MI N FROM PRESTON.
 LF0635'2.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0635'AND QUINCY RAILROAD STATION AT PRESTON, IN THE NORTHEAST ANGLE
 LF0635'OF A CROSS ROAD, 43.0 FEET NORTHEAST OF THE INTERSECTION OF
 LF0635'THE CENTER LINES OF THE EAST-WEST ROAD AND THE NORTH-SOUTH
 LF0635'ROAD, 33.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 LF0635'30.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 8.8 FEET
 LF0635'SOUTH OF A TELEPHONE POLE, 1.5 FOOT NORTH OF A FENCE CORNER POST,
 LF0635'0.8 FOOT SOUTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY
 LF0635'BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE
 LF0635'SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 LF0635
 LF0635                          STATION RECOVERY (1980)
 LF0635
 LF0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0635'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0892 ***********************************************************************
 MJ0892  DESIGNATION -  990 OMAHA
 MJ0892  PID         -  MJ0892
 MJ0892  STATE/COUNTY-  NE/CASS
 MJ0892  COUNTRY     -  US
 MJ0892  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0892
 MJ0892                         *CURRENT SURVEY CONTROL
 MJ0892  ______________________________________________________________________
 MJ0892* NAD 83(1986) POSITION- 41 00 41.     (N) 095 53 01.     (W)   SCALED
 MJ0892* NAVD 88 ORTHO HEIGHT -   301.321 (meters)      988.58  (feet) ADJUSTED
 MJ0892  ______________________________________________________________________
 MJ0892  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 MJ0892  DYNAMIC HEIGHT  -        301.194 (meters)      988.17  (feet) COMP
 MJ0892  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 MJ0892
 MJ0892  VERT ORDER      -  SECOND    CLASS 0
 MJ0892
 MJ0892.The horizontal coordinates were scaled from a map and have
 MJ0892.an estimated accuracy of +/- 6 seconds.
 MJ0892
 MJ0892.The orthometric height was determined by differential leveling and
 MJ0892.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0892.in June 1991.
 MJ0892
 MJ0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0892.GEOID18 height accuracy estimate available here.
 MJ0892
 MJ0892.Click photographs - Photos may exist for this station.
 MJ0892
 MJ0892.The dynamic height is computed by dividing the NAVD 88
 MJ0892.geopotential number by the normal gravity value computed on the
 MJ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0892.degrees latitude (g = 980.6199 gals.).
 MJ0892
 MJ0892.The modeled gravity was interpolated from observed gravity values.
 MJ0892
 MJ0892;                    North         East    Units  Estimated Accuracy
 MJ0892;SPC NE       -   139,030.      846,040.      MT  (+/- 180 meters Scaled)
 MJ0892
 MJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575440(NAD 83)
 MJ0892
 MJ0892                          SUPERSEDED SURVEY CONTROL
 MJ0892
 MJ0892  NGVD 29 (??/??/92)  301.223  (m)          988.26   (f) ADJ UNCH    2 0
 MJ0892
 MJ0892.Superseded values are not recommended for survey control.
 MJ0892
 MJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0892.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0892
 MJ0892_MARKER: P = PIPE CAP
 MJ0892_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0892_STAMPING: 990 OMAHA
 MJ0892_MARK LOGO: USGS
 MJ0892_MAGNETIC: P = MARKER IS A STEEL PIPE
 MJ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0892
 MJ0892  HISTORY     - Date     Condition        Report By
 MJ0892  HISTORY     - 1902     MONUMENTED       USGS
 MJ0892  HISTORY     - 1949     GOOD             CGS
 MJ0892
 MJ0892                          STATION DESCRIPTION
 MJ0892
 MJ0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0892'AT PLATTSMOUTH.
 MJ0892'IN THE COURTHOUSE YARD AT PLATTSMOUTH, 63.0 FEET NORTH OF THE
 MJ0892'NORTH CURB LINE OF MAIN STREET, 43.0 FEET EAST OF THE EAST CURB
 MJ0892'LINE OF THE NORTH 4TH STREET, 50.0 FEET SOUTH OF THE SOUTHWEST
 MJ0892'CORNER OF THE COURTHOUSE, A BRONZE CAP ON THE TOP OF A 3 INCH
 MJ0892'IRON POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  AT PLATTSMOUTH,
 MJ0892'IN THE COURTHOUSE YARD, 3.6 FEET SOUTHEAST OF MASONRY BASE
 MJ0892'SUPPORTING A CANNON.  AN IRON POST PROJECTING 0.4 FOOT ABOVE
 MJ0892'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1056 ***********************************************************************
 LF1056  DESIGNATION -  999
 LF1056  PID         -  LF1056
 LF1056  STATE/COUNTY-  NE/OTOE
 LF1056  COUNTRY     -  US
 LF1056  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1056
 LF1056                         *CURRENT SURVEY CONTROL
 LF1056  ______________________________________________________________________
 LF1056* NAD 83(1986) POSITION- 40 42 19.47   (N) 095 53 30.51   (W)   HD_HELD1
 LF1056* NAVD 88 ORTHO HEIGHT -   304.296 (meters)      998.34  (feet) ADJUSTED
 LF1056  ______________________________________________________________________
 LF1056  GEOID HEIGHT    -        -28.938 (meters)                     GEOID18
 LF1056  DYNAMIC HEIGHT  -        304.138 (meters)      997.83  (feet) COMP
 LF1056  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 LF1056
 LF1056  VERT ORDER      -  SECOND    CLASS 0
 LF1056
 LF1056.The horizontal coordinates were determined by differentially corrected
 LF1056.hand held GPS observations or other comparable positioning techniques
 LF1056.and have an estimated accuracy of +/- 3 meters.
 LF1056
 LF1056.The orthometric height was determined by differential leveling and
 LF1056.adjusted by the NATIONAL GEODETIC SURVEY
 LF1056.in June 1991.
 LF1056
 LF1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1056.GEOID18 height accuracy estimate available here.
 LF1056
 LF1056.Click photographs - Photos may exist for this station.
 LF1056
 LF1056.The dynamic height is computed by dividing the NAVD 88
 LF1056.geopotential number by the normal gravity value computed on the
 LF1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1056.degrees latitude (g = 980.6199 gals.).
 LF1056
 LF1056.The modeled gravity was interpolated from observed gravity values.
 LF1056
 LF1056;                    North         East    Units  Estimated Accuracy
 LF1056;SPC NE       -   105,070.0     846,962.3     MT  (+/- 3 meters HH1 GPS) 
 LF1056
 LF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5569910077(NAD 83)
 LF1056
 LF1056                          SUPERSEDED SURVEY CONTROL
 LF1056
 LF1056  NGVD 29 (??/??/92)  304.180  (m)          997.96   (f) ADJ UNCH    2 0
 LF1056
 LF1056.Superseded values are not recommended for survey control.
 LF1056
 LF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1056.See file dsdata.pdf to determine how the superseded data were derived.
 LF1056
 LF1056_MARKER: P = PIPE CAP
 LF1056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1056_STAMPING: 999 ADJ 1903
 LF1056_MARK LOGO: USGS
 LF1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1056
 LF1056  HISTORY     - Date     Condition        Report By
 LF1056  HISTORY     - 1905     MONUMENTED       USGS
 LF1056  HISTORY     - 1947     GOOD             CGS
 LF1056  HISTORY     - 1961     GOOD             CGS
 LF1056  HISTORY     - 1984     POOR             NGS
 LF1056
 LF1056                          STATION DESCRIPTION
 LF1056
 LF1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1056'3.6 MI N FROM NEBRASKA CITY.
 LF1056'3.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 73-73 FROM THE COURTHOUSE
 LF1056'AT NEBRASKA CITY, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD,
 LF1056'AT A RAILWAY CROSSING, 117.0 FEET SOUTHWEST OF MILEPOST 439/10,
 LF1056'95.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 42.0
 LF1056'FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 2.0
 LF1056'FEET SOUTH OF A REFERENCE POST, 1.5 FEET NORTHWEST OF A FENCE
 LF1056'CORNER, A U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2 INCH IRON POST
 LF1056'AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1056
 LF1056                          STATION RECOVERY (1961)
 LF1056
 LF1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1056'RECOVERED IN GOOD CONDITION.
 LF1056
 LF1056                          STATION RECOVERY (1984)
 LF1056
 LF1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1056'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0599 ***********************************************************************
 ML0599  DESIGNATION -  A 1
 ML0599  PID         -  ML0599
 ML0599  STATE/COUNTY-  NE/CUSTER
 ML0599  COUNTRY     -  US
 ML0599  USGS QUAD   -  SARGENT WEST (2017)
 ML0599
 ML0599                         *CURRENT SURVEY CONTROL
 ML0599  ______________________________________________________________________
 ML0599* NAD 83(1986) POSITION- 41 39 16.     (N) 099 27 42.     (W)   SCALED
 ML0599* NAVD 88 ORTHO HEIGHT -   717.849 (meters)     2355.14  (feet) ADJUSTED
 ML0599  ______________________________________________________________________
 ML0599  GEOID HEIGHT    -        -23.012 (meters)                     GEOID18
 ML0599  DYNAMIC HEIGHT  -        717.491 (meters)     2353.97  (feet) COMP
 ML0599  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 ML0599
 ML0599  VERT ORDER      -  SECOND    CLASS 0
 ML0599
 ML0599.The horizontal coordinates were scaled from a map and have
 ML0599.an estimated accuracy of +/- 6 seconds.
 ML0599
 ML0599.The orthometric height was determined by differential leveling and
 ML0599.adjusted by the NATIONAL GEODETIC SURVEY
 ML0599.in June 1991.
 ML0599
 ML0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0599.GEOID18 height accuracy estimate available here.
 ML0599
 ML0599.Click photographs - Photos may exist for this station.
 ML0599
 ML0599.The dynamic height is computed by dividing the NAVD 88
 ML0599.geopotential number by the normal gravity value computed on the
 ML0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0599.degrees latitude (g = 980.6199 gals.).
 ML0599
 ML0599.The modeled gravity was interpolated from observed gravity values.
 ML0599
 ML0599;                    North         East    Units  Estimated Accuracy
 ML0599;SPC NE       -   202,330.      544,830.      MT  (+/- 180 meters Scaled)
 ML0599
 ML0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM615115(NAD 83)
 ML0599
 ML0599                          SUPERSEDED SURVEY CONTROL
 ML0599
 ML0599  NGVD 29 (??/??/92)  717.590  (m)         2354.29   (f) ADJ UNCH    2 0
 ML0599
 ML0599.Superseded values are not recommended for survey control.
 ML0599
 ML0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0599.See file dsdata.pdf to determine how the superseded data were derived.
 ML0599
 ML0599_MARKER: DD = SURVEY DISK
 ML0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0599_STAMPING: A 1
 ML0599_MARK LOGO: BOR
 ML0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0599+STABILITY: SURFACE MOTION
 ML0599
 ML0599  HISTORY     - Date     Condition        Report By
 ML0599  HISTORY     - UNK      MONUMENTED       BOR
 ML0599  HISTORY     - 1950     GOOD             CGS
 ML0599
 ML0599                          STATION DESCRIPTION
 ML0599
 ML0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0599'5.8 MI NW FROM SARGENT.
 ML0599'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0599'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0599'4.1 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 ML0599'0.2 MILE WEST OF A CHURCH, 36 FEET EAST OF THE CENTER LINE OF
 ML0599'A NORTH AND SOUTH ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 ML0599'EAST AND WEST ROAD, 10 FEET EAST OF A POWER POLE, 3 FEET SOUTH
 ML0599'OF A FENCE, 0.8 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0599'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0582 ***********************************************************************
 NP0582  DESIGNATION -  A 1
 NP0582  PID         -  NP0582
 NP0582  STATE/COUNTY-  NE/SHERIDAN
 NP0582  COUNTRY     -  US
 NP0582  USGS QUAD   -  GORDON (2017)
 NP0582
 NP0582                         *CURRENT SURVEY CONTROL
 NP0582  ______________________________________________________________________
 NP0582* NAD 83(1995) POSITION- 42 45 53.70669(N) 102 12 17.38305(W)   ADJUSTED
 NP0582* NAVD 88 ORTHO HEIGHT -  1120.    (meters)     3675.    (feet) SCALED
 NP0582  ______________________________________________________________________
 NP0582  GEOID HEIGHT    -        -18.407 (meters)                     GEOID18
 NP0582  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 NP0582  HORZ ORDER      -  SECOND
 NP0582
 NP0582.The horizontal coordinates were established by classical geodetic methods
 NP0582.and adjusted by the National Geodetic Survey in August 1997.
 NP0582
 NP0582.The orthometric height was scaled from a topographic map.
 NP0582
 NP0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0582.GEOID18 height accuracy estimate available here.
 NP0582
 NP0582.Click photographs - Photos may exist for this station.
 NP0582
 NP0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0582
 NP0582. The following values were computed from the NAD 83(1995) position.
 NP0582
 NP0582;                    North         East     Units Scale Factor Converg.
 NP0582;SPC NE       -   327,808.022   319,569.751   MT  0.99990069   -1 27 40.1
 NP0582;SPC NE       - 1,075,483.49  1,048,455.09   sFT  0.99990069   -1 27 40.1
 NP0582;UTM  13      - 4,738,499.365   728,703.656   MT  1.00024354   +1 53 55.4
 NP0582
 NP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0582!SPC NE       -   0.99982719  x   0.99990069  =   0.99972790
 NP0582!UTM  13      -   0.99982719  x   1.00024354  =   1.00007069
 NP0582
 NP0582:                Primary Azimuth Mark                     Grid Az
 NP0582:SPC NE       -  A 2                                      181 12 49.8
 NP0582:UTM  13      -  A 2                                      177 51 14.3
 NP0582
 NP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2870338499(NAD 83)
 NP0582
 NP0582|---------------------------------------------------------------------|
 NP0582| PID    Reference Object                     Distance      Geod. Az  |
 NP0582|                                                           dddmmss.s |
 NP0582| NP0592 A 2                                 APPROX. 3.4 KM 1794509.7 |
 NP0582|---------------------------------------------------------------------|
 NP0582
 NP0582                          SUPERSEDED SURVEY CONTROL
 NP0582
 NP0582  NAD 83(1986)-  42 45 53.69821(N)    102 12 17.38675(W) AD(       ) 2
 NP0582  NAD 27      -  42 45 53.68400(N)    102 12 15.78700(W) AD(       ) 2
 NP0582
 NP0582.Superseded values are not recommended for survey control.
 NP0582
 NP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0582.See file dsdata.pdf to determine how the superseded data were derived.
 NP0582
 NP0582_MARKER: DS = TRIANGULATION STATION DISK
 NP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0582+STABILITY: SURFACE MOTION
 NP0582
 NP0582  HISTORY     - Date     Condition        Report By
 NP0582  HISTORY     - 1946     MONUMENTED       CGS
 NP0582  HISTORY     - 1968     MARK NOT FOUND   CGS
 NP0582
 NP0582                          STATION DESCRIPTION
 NP0582
 NP0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0582'LOCATED ABOUT 2-1/2 MILES SOUTH OF GORDON AT THE CREST OF A
 NP0582'HILL, 30 FEET WEST OF THE CENTER LINE OF NEBRASKA STATE
 NP0582'HIGHWAY NO. 27, 71.0 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 NP0582'POLE WITH A TRIANGULAR BLAZE AND 5.4 FEET EAST OF A REFERENCE
 NP0582'POST THAT IS SET IN A NORTH-SOUTH WIRE FENCE.  IT IS STAMPED
 NP0582'A-1 1946 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 NP0582'
 NP0582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0582'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NP0582'SOUTH ON NO. 27 FOR 2.5 MILES TO THE STATION ON THE RIGHT.
 NP0582
 NP0582                          STATION RECOVERY (1968)
 NP0582
 NP0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0582'THIS MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 NP0582'SHOW THE MARK WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0582'
 NP0582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NP0582'1/2 MILES SOUTH OF GORDON
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0132 ***********************************************************************
 MN0132  DESIGNATION -  A 10
 MN0132  PID         -  MN0132
 MN0132  STATE/COUNTY-  NE/MORRILL
 MN0132  COUNTRY     -  US
 MN0132  USGS QUAD   -  BRIDGEPORT (2017)
 MN0132
 MN0132                         *CURRENT SURVEY CONTROL
 MN0132  ______________________________________________________________________
 MN0132* NAD 83(1986) POSITION- 41 38 29.     (N) 103 04 22.     (W)   SCALED
 MN0132* NAVD 88 ORTHO HEIGHT -  1114.690 (meters)     3657.11  (feet) ADJUSTED
 MN0132  ______________________________________________________________________
 MN0132  GEOID HEIGHT    -        -19.549 (meters)                     GEOID18
 MN0132  DYNAMIC HEIGHT  -       1113.986 (meters)     3654.80  (feet) COMP
 MN0132  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 MN0132
 MN0132  VERT ORDER      -  FIRST     CLASS II
 MN0132
 MN0132.The horizontal coordinates were scaled from a map and have
 MN0132.an estimated accuracy of +/- 6 seconds.
 MN0132
 MN0132.The orthometric height was determined by differential leveling and
 MN0132.adjusted by the NATIONAL GEODETIC SURVEY
 MN0132.in June 1991.
 MN0132
 MN0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0132.GEOID18 height accuracy estimate available here.
 MN0132
 MN0132.Click photographs - Photos may exist for this station.
 MN0132
 MN0132.The dynamic height is computed by dividing the NAVD 88
 MN0132.geopotential number by the normal gravity value computed on the
 MN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0132.degrees latitude (g = 980.6199 gals.).
 MN0132
 MN0132.The modeled gravity was interpolated from observed gravity values.
 MN0132
 MN0132;                    North         East    Units  Estimated Accuracy
 MN0132;SPC NE       -   205,290.      244,130.      MT  (+/- 180 meters Scaled)
 MN0132
 MN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG605117(NAD 83)
 MN0132
 MN0132                          SUPERSEDED SURVEY CONTROL
 MN0132
 MN0132  NGVD 29 (??/??/92) 1114.146  (m)         3655.33   (f) ADJ UNCH    1 2
 MN0132
 MN0132.Superseded values are not recommended for survey control.
 MN0132
 MN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0132.See file dsdata.pdf to determine how the superseded data were derived.
 MN0132
 MN0132_MARKER: DB = BENCH MARK DISK
 MN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0132_STAMPING: 3655.327 A 10 1933
 MN0132_MARK LOGO: CGS
 MN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0132+STABILITY: SURFACE MOTION
 MN0132
 MN0132  HISTORY     - Date     Condition        Report By
 MN0132  HISTORY     - 1933     MONUMENTED       CGS
 MN0132  HISTORY     - 1934     GOOD             CGS
 MN0132  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0132
 MN0132                          STATION DESCRIPTION
 MN0132
 MN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0132'2 MI SE FROM BRIDGEPORT.
 MN0132'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0132'RAILROAD FROM THE STATION AT BRIDGEPORT, MORRILL COUNTY, 18
 MN0132'POLES WEST OF MILEPOST 39, 300 FEET WEST OF THE POINT OF
 MN0132'SWITCH TO A SIDING, AT A ROAD CROSSING, 55 FEET SOUTH OF THE
 MN0132'SOUTH RAIL, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 22
 MN0132'FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK.  A STANDARD DISK,
 MN0132'STAMPED 3655.327 A 10 1933 AND SET IN THE TOP OF A CONCRETE POST
 MN0132'PROJECTING 3 INCHES ABOVE GROUND.
 MN0132
 MN0132                          STATION RECOVERY (1964)
 MN0132
 MN0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0600 ***********************************************************************
 ML0600  DESIGNATION -  A 10
 ML0600  PID         -  ML0600
 ML0600  STATE/COUNTY-  NE/CUSTER
 ML0600  COUNTRY     -  US
 ML0600  USGS QUAD   -  SARGENT WEST (2017)
 ML0600
 ML0600                         *CURRENT SURVEY CONTROL
 ML0600  ______________________________________________________________________
 ML0600* NAD 83(1986) POSITION- 41 39 17.     (N) 099 28 52.     (W)   SCALED
 ML0600* NAVD 88 ORTHO HEIGHT -   720.068 (meters)     2362.42  (feet) ADJUSTED
 ML0600  ______________________________________________________________________
 ML0600  GEOID HEIGHT    -        -22.989 (meters)                     GEOID18
 ML0600  DYNAMIC HEIGHT  -        719.710 (meters)     2361.25  (feet) COMP
 ML0600  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 ML0600
 ML0600  VERT ORDER      -  SECOND    CLASS 0
 ML0600
 ML0600.The horizontal coordinates were scaled from a map and have
 ML0600.an estimated accuracy of +/- 6 seconds.
 ML0600
 ML0600.The orthometric height was determined by differential leveling and
 ML0600.adjusted by the NATIONAL GEODETIC SURVEY
 ML0600.in June 1991.
 ML0600
 ML0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0600.GEOID18 height accuracy estimate available here.
 ML0600
 ML0600.Click photographs - Photos may exist for this station.
 ML0600
 ML0600.The dynamic height is computed by dividing the NAVD 88
 ML0600.geopotential number by the normal gravity value computed on the
 ML0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0600.degrees latitude (g = 980.6199 gals.).
 ML0600
 ML0600.The modeled gravity was interpolated from observed gravity values.
 ML0600
 ML0600;                    North         East    Units  Estimated Accuracy
 ML0600;SPC NE       -   202,350.      543,210.      MT  (+/- 180 meters Scaled)
 ML0600
 ML0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM599115(NAD 83)
 ML0600
 ML0600                          SUPERSEDED SURVEY CONTROL
 ML0600
 ML0600  NGVD 29 (??/??/92)  719.808  (m)         2361.57   (f) ADJ UNCH    2 0
 ML0600
 ML0600.Superseded values are not recommended for survey control.
 ML0600
 ML0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0600.See file dsdata.pdf to determine how the superseded data were derived.
 ML0600
 ML0600_MARKER: DB = BENCH MARK DISK
 ML0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0600_STAMPING: A 10
 ML0600_MARK LOGO: BOR
 ML0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0600+STABILITY: SURFACE MOTION
 ML0600
 ML0600  HISTORY     - Date     Condition        Report By
 ML0600  HISTORY     - UNK      MONUMENTED       BOR
 ML0600  HISTORY     - 1950     GOOD             CGS
 ML0600
 ML0600                          STATION DESCRIPTION
 ML0600
 ML0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0600'6.8 MI NW FROM SARGENT.
 ML0600'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0600'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0600'5.1 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, 37
 ML0600'FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 34
 ML0600'FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 ML0600'210 FEET NORTHEAST OF A WHITE FARMHOUSE WHICH IS ON THE SOUTH
 ML0600'SIDE OF THE ROAD, 2.6 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A
 ML0600'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0600'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0156 ***********************************************************************
 NP0156  DESIGNATION -  A 11
 NP0156  PID         -  NP0156
 NP0156  STATE/COUNTY-  NE/BOX BUTTE
 NP0156  COUNTRY     -  US
 NP0156  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0156
 NP0156                         *CURRENT SURVEY CONTROL
 NP0156  ______________________________________________________________________
 NP0156* NAD 83(1986) POSITION- 42 14 04.     (N) 102 59 41.     (W)   SCALED
 NP0156* NAVD 88 ORTHO HEIGHT -  1265.736 (meters)     4152.67  (feet) ADJUSTED
 NP0156  ______________________________________________________________________
 NP0156  GEOID HEIGHT    -        -18.425 (meters)                     GEOID18
 NP0156  DYNAMIC HEIGHT  -       1264.997 (meters)     4150.24  (feet) COMP
 NP0156  MODELED GRAVITY -    979,993.5   (mgal)                       NAVD 88
 NP0156
 NP0156  VERT ORDER      -  FIRST     CLASS II
 NP0156
 NP0156.The horizontal coordinates were scaled from a map and have
 NP0156.an estimated accuracy of +/- 6 seconds.
 NP0156
 NP0156.The orthometric height was determined by differential leveling and
 NP0156.adjusted by the NATIONAL GEODETIC SURVEY
 NP0156.in June 1991.
 NP0156
 NP0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0156.GEOID18 height accuracy estimate available here.
 NP0156
 NP0156.Click photographs - Photos may exist for this station.
 NP0156
 NP0156.The dynamic height is computed by dividing the NAVD 88
 NP0156.geopotential number by the normal gravity value computed on the
 NP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0156.degrees latitude (g = 980.6199 gals.).
 NP0156
 NP0156.The modeled gravity was interpolated from observed gravity values.
 NP0156
 NP0156;                    North         East    Units  Estimated Accuracy
 NP0156;SPC NE       -   270,870.      252,910.      MT  (+/- 180 meters Scaled)
 NP0156
 NP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG654777(NAD 83)
 NP0156
 NP0156                          SUPERSEDED SURVEY CONTROL
 NP0156
 NP0156  NGVD 29 (??/??/92) 1265.137  (m)         4150.70   (f) ADJ UNCH    1 2
 NP0156
 NP0156.Superseded values are not recommended for survey control.
 NP0156
 NP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0156.See file dsdata.pdf to determine how the superseded data were derived.
 NP0156
 NP0156_MARKER: DB = BENCH MARK DISK
 NP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0156_STAMPING: A 11 1933 4150.274
 NP0156_MARK LOGO: CGS
 NP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0156+STABILITY: SURFACE MOTION
 NP0156
 NP0156  HISTORY     - Date     Condition        Report By
 NP0156  HISTORY     - 1933     MONUMENTED       CGS
 NP0156  HISTORY     - 1956     GOOD             CGS
 NP0156  HISTORY     - 1985     GOOD             NGS
 NP0156
 NP0156                          STATION DESCRIPTION
 NP0156
 NP0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0156'7.4 MI SE FROM HEMINGFORD.
 NP0156'7.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0156'RAILROAD FROM THE STATION AT HEMINGFORD, 11 POLES NORTHWEST
 NP0156'OF MILEPOST 377, 65 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 NP0156'43.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 70.4 FEET SOUTHEAST
 NP0156'OF A FENCE CORNER, 25 FEET WEST OF THE CENTER LINE OF A TRACK
 NP0156'ROAD LEADING NORTH, 5.7 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET
 NP0156'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0156'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NP0156'1/4 OF SECTION 11, TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0156
 NP0156                          STATION RECOVERY (1985)
 NP0156
 NP0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0156'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--11.58 KM (7.2 MI) SOUTHEAST
 NP0156'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 87 AT
 NP0156'HEMINGFORD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0354 ***********************************************************************
 ML0354  DESIGNATION -  A 117
 ML0354  PID         -  ML0354
 ML0354  STATE/COUNTY-  NE/SHERMAN
 ML0354  COUNTRY     -  US
 ML0354  USGS QUAD   -  ASHTON (2017)
 ML0354
 ML0354                         *CURRENT SURVEY CONTROL
 ML0354  ______________________________________________________________________
 ML0354* NAD 83(1986) POSITION- 41 14 59.     (N) 098 47 34.     (W)   SCALED
 ML0354* NAVD 88 ORTHO HEIGHT -   621.253 (meters)     2038.23  (feet) ADJUSTED
 ML0354  ______________________________________________________________________
 ML0354  GEOID HEIGHT    -        -24.190 (meters)                     GEOID18
 ML0354  DYNAMIC HEIGHT  -        620.933 (meters)     2037.18  (feet) COMP
 ML0354  MODELED GRAVITY -    980,089.5   (mgal)                       NAVD 88
 ML0354
 ML0354  VERT ORDER      -  SECOND    CLASS 0
 ML0354
 ML0354.The horizontal coordinates were scaled from a map and have
 ML0354.an estimated accuracy of +/- 6 seconds.
 ML0354
 ML0354.The orthometric height was determined by differential leveling and
 ML0354.adjusted by the NATIONAL GEODETIC SURVEY
 ML0354.in June 1991.
 ML0354
 ML0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0354.GEOID18 height accuracy estimate available here.
 ML0354
 ML0354.Click photographs - Photos may exist for this station.
 ML0354
 ML0354.The dynamic height is computed by dividing the NAVD 88
 ML0354.geopotential number by the normal gravity value computed on the
 ML0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0354.degrees latitude (g = 980.6199 gals.).
 ML0354
 ML0354.The modeled gravity was interpolated from observed gravity values.
 ML0354
 ML0354;                    North         East    Units  Estimated Accuracy
 ML0354;SPC NE       -   157,960.      601,150.      MT  (+/- 180 meters Scaled)
 ML0354
 ML0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL173664(NAD 83)
 ML0354
 ML0354                          SUPERSEDED SURVEY CONTROL
 ML0354
 ML0354  NGVD 29 (??/??/92)  621.002  (m)         2037.40   (f) ADJ UNCH    2 0
 ML0354
 ML0354.Superseded values are not recommended for survey control.
 ML0354
 ML0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0354.See file dsdata.pdf to determine how the superseded data were derived.
 ML0354
 ML0354_MARKER: DB = BENCH MARK DISK
 ML0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0354_STAMPING: A 117 1935
 ML0354_MARK LOGO: CGS
 ML0354_PROJECTION: FLUSH
 ML0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0354+STABILITY: SURFACE MOTION
 ML0354
 ML0354  HISTORY     - Date     Condition        Report By
 ML0354  HISTORY     - 1935     MONUMENTED       CGS
 ML0354  HISTORY     - 1949     GOOD             CGS
 ML0354  HISTORY     - 1959     GOOD             CGS
 ML0354
 ML0354                          STATION DESCRIPTION
 ML0354
 ML0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0354'AT ASHTON.
 ML0354'AT ASHTON, 195 FEET EAST OF THE EAST CORNER OF THE CHICAGO,
 ML0354'BURLINGTON AND QUINCY RAILROAD STATION, 99 FEET EAST OF MILEPOST
 ML0354'NO. 29, 65.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 ML0354'TRACK, 44 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 ML0354'2.6 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A REFERENCE
 ML0354'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 ML0354
 ML0354                          STATION RECOVERY (1959)
 ML0354
 ML0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ML0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0168 ***********************************************************************
 ML0168  DESIGNATION -  A 118
 ML0168  PID         -  ML0168
 ML0168  STATE/COUNTY-  NE/HOWARD
 ML0168  COUNTRY     -  US
 ML0168  USGS QUAD   -  WOLBACH SW (2017)
 ML0168
 ML0168                         *CURRENT SURVEY CONTROL
 ML0168  ______________________________________________________________________
 ML0168* NAD 83(1986) POSITION- 41 21 56.     (N) 098 26 56.     (W)   SCALED
 ML0168* NAVD 88 ORTHO HEIGHT -   618.232 (meters)     2028.32  (feet) ADJUSTED
 ML0168  ______________________________________________________________________
 ML0168  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 ML0168  DYNAMIC HEIGHT  -        617.925 (meters)     2027.31  (feet) COMP
 ML0168  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 ML0168
 ML0168  VERT ORDER      -  SECOND    CLASS 0
 ML0168
 ML0168.The horizontal coordinates were scaled from a map and have
 ML0168.an estimated accuracy of +/- 6 seconds.
 ML0168
 ML0168.The orthometric height was determined by differential leveling and
 ML0168.adjusted by the NATIONAL GEODETIC SURVEY
 ML0168.in June 1991.
 ML0168
 ML0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0168.GEOID18 height accuracy estimate available here.
 ML0168
 ML0168.Click photographs - Photos may exist for this station.
 ML0168
 ML0168.The dynamic height is computed by dividing the NAVD 88
 ML0168.geopotential number by the normal gravity value computed on the
 ML0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0168.degrees latitude (g = 980.6199 gals.).
 ML0168
 ML0168.The modeled gravity was interpolated from observed gravity values.
 ML0168
 ML0168;                    North         East    Units  Estimated Accuracy
 ML0168;SPC NE       -   171,280.      629,730.      MT  (+/- 180 meters Scaled)
 ML0168
 ML0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460794(NAD 83)
 ML0168
 ML0168                          SUPERSEDED SURVEY CONTROL
 ML0168
 ML0168  NGVD 29 (??/??/92)  617.987  (m)         2027.51   (f) ADJ UNCH    2 0
 ML0168
 ML0168.Superseded values are not recommended for survey control.
 ML0168
 ML0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0168.See file dsdata.pdf to determine how the superseded data were derived.
 ML0168
 ML0168_MARKER: DB = BENCH MARK DISK
 ML0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0168_STAMPING: A 118 1935
 ML0168_MARK LOGO: CGS
 ML0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0168+STABILITY: SURFACE MOTION
 ML0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0168+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 ML0168
 ML0168  HISTORY     - Date     Condition        Report By
 ML0168  HISTORY     - 1935     MONUMENTED       CGS
 ML0168  HISTORY     - 1956     GOOD             CGS
 ML0168  HISTORY     - 19980818 GOOD             NEDR
 ML0168  HISTORY     - 20100602 GOOD             NEGS
 ML0168
 ML0168                          STATION DESCRIPTION
 ML0168
 ML0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0168'10.6 MI N FROM ST PAUL.
 ML0168'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0168'EAST FOR 0.3 MILE ALONG MAIN STREET, THENCE NORTH ALONG U.S.
 ML0168'HIGHWAY 281 FOR 10.6 MILES TO CROSSROADS AND THE MARK IN THE
 ML0168'NORTHWEST ANGLE OF THE INTERSECTION.  THE MARK IS THE SOUTHEAST
 ML0168'CORNER OF THE ST. PETRI LUTHERAN CHURCH CEMETERY, (CHURCH IS GONE)
 ML0168'54 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281, 12 FEET NORTH
 ML0168'OF THE SOUTHEAST CORNER OF CEMETERY FENCE, AND 5 FEET WEST OF
 ML0168'SAME FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 ML0168'A 118 1935.
 ML0168
 ML0168                          STATION RECOVERY (1998)
 ML0168
 ML0168'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0168'RECOVERED IN GOOD CONDITION, 2.0 MI (3.2 KM) SOUTH ALONG U.S.  HIGHWAY
 ML0168'281, FROM THE JUNCTION WITH STATE HIGWAY 22, WHICH IS 3 MI (4.8 KM)
 ML0168'WEST OF WOLBACH, TO THE BENCH MARK, ON THE RIGHT, IN THE SOUTHEAST
 ML0168'CORNER OF THE NORTH LOGAN CEMETERY AND IN THE SE1/4 OF THE SW 1/4,
 ML0168'SEC10, T16N, R10W.  IT IS A STANDARD DISK, SET INTO THE TOP OF A
 ML0168'SQUARE CONCRETE MONUMENT THAT PROJECTS 11 CM ABOVE THE GROUND SURFACE
 ML0168'AND IS 16.60 M (54.46 FT) WEST OF THE CENTERLINE OF HIGHWAY 281, 11.0
 ML0168'M (36.1 FT) NORTH OF 23RD AVENUE, 16.105 M (52.838 FT) SOUTH-SOUTHEAST
 ML0168'OF THE BASE OF A FLAGPOLE, 13.78 M (45.21 FT) SOUTH OF THE ENTRANCE
 ML0168'GATE TO THE CEMETERY, 5.040 M (16.535 FT) NORTH-NORTHEAST OF A UTILITY
 ML0168'POLE, 4.685 M (15.371 FT) NORTH-NORTHWEST OF THE TOP, NW CORNER, OF A
 ML0168'RIGHT-OF-WAY MARKER AT THE SOUTHEAST CORNER OF THE CEMETERY, 4.400 M
 ML0168'(14.436 FT) NORTH OF THE SOUTH FENCE OF THE CEMETERY AND 1.575 M
 ML0168'(5.167 FT) WEST OF A WITNESS POST AND THE EAST CEMETERY FENCE.
 ML0168
 ML0168                          STATION RECOVERY (2010)
 ML0168
 ML0168'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0069 ***********************************************************************
 MM0069  DESIGNATION -  A 119
 MM0069  PID         -  MM0069
 MM0069  STATE/COUNTY-  NE/CUSTER
 MM0069  COUNTRY     -  US
 MM0069  USGS QUAD   -  ARNOLD (2017)
 MM0069
 MM0069                         *CURRENT SURVEY CONTROL
 MM0069  ______________________________________________________________________
 MM0069* NAD 83(1986) POSITION- 41 23 35.     (N) 100 11 44.     (W)   SCALED
 MM0069* NAVD 88 ORTHO HEIGHT -   828.637 (meters)     2718.62  (feet) ADJUSTED
 MM0069  ______________________________________________________________________
 MM0069  GEOID HEIGHT    -        -22.040 (meters)                     GEOID18
 MM0069  DYNAMIC HEIGHT  -        828.197 (meters)     2717.18  (feet) COMP
 MM0069  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 MM0069
 MM0069  VERT ORDER      -  SECOND    CLASS 0
 MM0069
 MM0069.The horizontal coordinates were scaled from a map and have
 MM0069.an estimated accuracy of +/- 6 seconds.
 MM0069
 MM0069.The orthometric height was determined by differential leveling and
 MM0069.adjusted by the NATIONAL GEODETIC SURVEY
 MM0069.in June 1991.
 MM0069
 MM0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0069.GEOID18 height accuracy estimate available here.
 MM0069
 MM0069.Click photographs - Photos may exist for this station.
 MM0069
 MM0069.The dynamic height is computed by dividing the NAVD 88
 MM0069.geopotential number by the normal gravity value computed on the
 MM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0069.degrees latitude (g = 980.6199 gals.).
 MM0069
 MM0069.The modeled gravity was interpolated from observed gravity values.
 MM0069
 MM0069;                    North         East    Units  Estimated Accuracy
 MM0069;SPC NE       -   173,190.      483,650.      MT  (+/- 180 meters Scaled)
 MM0069
 MM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML000830(NAD 83)
 MM0069
 MM0069                          SUPERSEDED SURVEY CONTROL
 MM0069
 MM0069  NGVD 29 (??/??/92)  828.392  (m)         2717.82   (f) ADJ UNCH    2 0
 MM0069
 MM0069.Superseded values are not recommended for survey control.
 MM0069
 MM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0069.See file dsdata.pdf to determine how the superseded data were derived.
 MM0069
 MM0069_MARKER: DB = BENCH MARK DISK
 MM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0069_STAMPING: A 119 1934
 MM0069_MARK LOGO: CGS
 MM0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0069+STABILITY: SURFACE MOTION
 MM0069
 MM0069  HISTORY     - Date     Condition        Report By
 MM0069  HISTORY     - 1934     MONUMENTED       CGS
 MM0069  HISTORY     - 1939     GOOD             CGS
 MM0069  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0069
 MM0069                          STATION DESCRIPTION
 MM0069
 MM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0069'2.1 MI S FROM ARNOLD.
 MM0069'2.1 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 MM0069'ARNOLD, CUSTER COUNTY, AT THE WEST END OF A CURVE, AT THE NORTH
 MM0069'EDGE OF A GROVE OF TREES, AND 32 FEET SOUTH OF THE CENTERLINE OF THE
 MM0069'HIGHWAY.  A STANDARD DISK, STAMPED A 119 1934 AND SET IN THE TOP OF
 MM0069'A CONCRETE POST.
 MM0069
 MM0069                          STATION RECOVERY (1972)
 MM0069
 MM0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1096 ***********************************************************************
 LF1096  DESIGNATION -  A 12 RESET
 LF1096  PID         -  LF1096
 LF1096  STATE/COUNTY-  NE/OTOE
 LF1096  COUNTRY     -  US
 LF1096  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1096
 LF1096                         *CURRENT SURVEY CONTROL
 LF1096  ______________________________________________________________________
 LF1096* NAD 83(1986) POSITION- 40 40 17.70   (N) 095 50 54.27   (W)   HD_HELD1
 LF1096* NAVD 88 ORTHO HEIGHT -   297.417 (meters)      975.78  (feet) ADJUSTED
 LF1096  ______________________________________________________________________
 LF1096  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 LF1096  DYNAMIC HEIGHT  -        297.260 (meters)      975.26  (feet) COMP
 LF1096  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 LF1096
 LF1096  VERT ORDER      -  FIRST     CLASS II
 LF1096
 LF1096.The horizontal coordinates were determined by differentially corrected
 LF1096.hand held GPS observations or other comparable positioning techniques
 LF1096.and have an estimated accuracy of +/- 3 meters.
 LF1096
 LF1096.The orthometric height was determined by differential leveling and
 LF1096.adjusted by the NATIONAL GEODETIC SURVEY
 LF1096.in May 1993.
 LF1096
 LF1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1096.GEOID18 height accuracy estimate available here.
 LF1096
 LF1096.Click photographs - Photos may exist for this station.
 LF1096
 LF1096.The dynamic height is computed by dividing the NAVD 88
 LF1096.geopotential number by the normal gravity value computed on the
 LF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1096.degrees latitude (g = 980.6199 gals.).
 LF1096
 LF1096.The modeled gravity was interpolated from observed gravity values.
 LF1096
 LF1096;                    North         East    Units  Estimated Accuracy
 LF1096;SPC NE       -   101,494.1     850,805.2     MT  (+/- 3 meters HH1 GPS) 
 LF1096
 LF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5924406202(NAD 83)
 LF1096
 LF1096                          SUPERSEDED SURVEY CONTROL
 LF1096
 LF1096  NGVD 29 (??/??/??)  297.32   (m)          975.5    (f) RESET       3  
 LF1096
 LF1096.Superseded values are not recommended for survey control.
 LF1096
 LF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1096.See file dsdata.pdf to determine how the superseded data were derived.
 LF1096
 LF1096_MARKER: DB = BENCH MARK DISK
 LF1096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF1096_SP_SET: ABUTMENT
 LF1096_STAMPING: A 12 RESET 1970
 LF1096_MARK LOGO: CGS
 LF1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1096+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF1096
 LF1096  HISTORY     - Date     Condition        Report By
 LF1096  HISTORY     - 1970     MONUMENTED       BNRR
 LF1096  HISTORY     - 1977     GOOD             LOCSUR
 LF1096  HISTORY     - 19911024 GOOD             NGS
 LF1096  HISTORY     - 20040405 GOOD             NEDR
 LF1096
 LF1096                          STATION DESCRIPTION
 LF1096
 LF1096'DESCRIBED BY BURLINGTON NORTHERN RR 1970
 LF1096'AT NEBRASKA CITY.
 LF1096'AT NEBRASKA CITY, ON THE BURLINGTON NORTHERN RAILROAD, 1000 FEET
 LF1096'EAST OF THE STATION, AT BRIDGE 5.46 OVER THE MISSOURI PACIFIC
 LF1096'RAILROAD, AT THE TOP OF THE EAST CONCRETE ABUTMENT, 11 FEET
 LF1096'SOUTH OF THE TRACK AND ABOUT 6 FEET LOWER THAN THE RAIL.
 LF1096
 LF1096                          STATION RECOVERY (1977)
 LF1096
 LF1096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1096'RECOVERED IN GOOD CONDITION.
 LF1096
 LF1096                          STATION RECOVERY (1991)
 LF1096
 LF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1096'IN NEBRASKA CITY, AT THE INTERSECTION OF 3RD STREET AND THE
 LF1096'BURLINGTON NORTHERN RAILROAD, IN TOP OF AND 1.0 M (3.3 FT) NORTH OF
 LF1096'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 LF1096'OF THE STREET, 32.0 M (105.0 FT) EAST OF THE CENTER OF THE STREET,
 LF1096'3.4 M (11.2 FT) SOUTH OF THE NEAR RAIL, AND 0.1 M (0.3 FT) BELOW THE
 LF1096'LEVEL OF THE TRACK.
 LF1096
 LF1096                          STATION RECOVERY (2004)
 LF1096
 LF1096'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0134 ***********************************************************************
 MM0134  DESIGNATION -  A 120
 MM0134  PID         -  MM0134
 MM0134  STATE/COUNTY-  NE/LOGAN
 MM0134  COUNTRY     -  US
 MM0134  USGS QUAD   -  STAPLETON NW (2017)
 MM0134
 MM0134                         *CURRENT SURVEY CONTROL
 MM0134  ______________________________________________________________________
 MM0134* NAD 83(1986) POSITION- 41 28 28.84   (N) 100 37 49.97   (W)   HD_HELD1
 MM0134* NAVD 88 ORTHO HEIGHT -   906.502 (meters)     2974.08  (feet) ADJUSTED
 MM0134  ______________________________________________________________________
 MM0134  GEOID HEIGHT    -        -21.853 (meters)                     GEOID18
 MM0134  DYNAMIC HEIGHT  -        905.993 (meters)     2972.41  (feet) COMP
 MM0134  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 MM0134
 MM0134  VERT ORDER      -  SECOND    CLASS 0
 MM0134
 MM0134.The horizontal coordinates were determined by differentially corrected
 MM0134.hand held GPS observations or other comparable positioning techniques
 MM0134.and have an estimated accuracy of +/- 3 meters.
 MM0134
 MM0134.The orthometric height was determined by differential leveling and
 MM0134.adjusted by the NATIONAL GEODETIC SURVEY
 MM0134.in June 1991.
 MM0134
 MM0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0134.GEOID18 height accuracy estimate available here.
 MM0134
 MM0134.Click photographs - Photos may exist for this station.
 MM0134
 MM0134.The dynamic height is computed by dividing the NAVD 88
 MM0134.geopotential number by the normal gravity value computed on the
 MM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0134.degrees latitude (g = 980.6199 gals.).
 MM0134
 MM0134.The modeled gravity was interpolated from observed gravity values.
 MM0134
 MM0134;                    North         East    Units  Estimated Accuracy
 MM0134;SPC NE       -   182,422.6     447,349.7     MT  (+/- 3 meters HH1 GPS) 
 MM0134
 MM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6385492736(NAD 83)
 MM0134
 MM0134                          SUPERSEDED SURVEY CONTROL
 MM0134
 MM0134  NGVD 29 (??/??/92)  906.184  (m)         2973.04   (f) ADJ UNCH    2 0
 MM0134
 MM0134.Superseded values are not recommended for survey control.
 MM0134
 MM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0134.See file dsdata.pdf to determine how the superseded data were derived.
 MM0134
 MM0134_MARKER: DB = BENCH MARK DISK
 MM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0134_STAMPING: A 120 1934
 MM0134_MARK LOGO: CGS
 MM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0134+STABILITY: SURFACE MOTION
 MM0134
 MM0134  HISTORY     - Date     Condition        Report By
 MM0134  HISTORY     - 1934     MONUMENTED       CGS
 MM0134  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0134
 MM0134                          STATION DESCRIPTION
 MM0134
 MM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0134'6.5 MI W FROM STAPLETON.
 MM0134'ABOUT 6.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0134'COURTHOUSE AT STAPLETON, LOGAN COUNTY, ABOUT 0.3 MILE NORTHWEST
 MM0134'OF A SMALL WOODS, ABOUT 70 FEET SOUTH OF THE CENTER LINE OF THE
 MM0134'HIGHWAY, 44.9 FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND 2 FEET
 MM0134'WEST OF THE FENCE RUNNING SOUTH.  A STANDARD DISK, STAMPED A
 MM0134'120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0134
 MM0134                          STATION RECOVERY (1972)
 MM0134
 MM0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0374 ***********************************************************************
 ML0374  DESIGNATION -  A 122
 ML0374  PID         -  ML0374
 ML0374  STATE/COUNTY-  NE/SHERMAN
 ML0374  COUNTRY     -  US
 ML0374  USGS QUAD   -  ASHTON (2017)
 ML0374
 ML0374                         *CURRENT SURVEY CONTROL
 ML0374  ______________________________________________________________________
 ML0374* NAD 83(1986) POSITION- 41 09 08.     (N) 098 52 10.     (W)   SCALED
 ML0374* NAVD 88 ORTHO HEIGHT -   607.979 (meters)     1994.68  (feet) ADJUSTED
 ML0374  ______________________________________________________________________
 ML0374  GEOID HEIGHT    -        -24.126 (meters)                     GEOID18
 ML0374  DYNAMIC HEIGHT  -        607.667 (meters)     1993.65  (feet) COMP
 ML0374  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 ML0374
 ML0374  VERT ORDER      -  SECOND    CLASS 0
 ML0374
 ML0374.The horizontal coordinates were scaled from a map and have
 ML0374.an estimated accuracy of +/- 6 seconds.
 ML0374
 ML0374.The orthometric height was determined by differential leveling and
 ML0374.adjusted by the NATIONAL GEODETIC SURVEY
 ML0374.in June 1991.
 ML0374
 ML0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0374.GEOID18 height accuracy estimate available here.
 ML0374
 ML0374.Click photographs - Photos may exist for this station.
 ML0374
 ML0374.The dynamic height is computed by dividing the NAVD 88
 ML0374.geopotential number by the normal gravity value computed on the
 ML0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0374.degrees latitude (g = 980.6199 gals.).
 ML0374
 ML0374.The modeled gravity was interpolated from observed gravity values.
 ML0374
 ML0374;                    North         East    Units  Estimated Accuracy
 ML0374;SPC NE       -   147,050.      594,870.      MT  (+/- 180 meters Scaled)
 ML0374
 ML0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL109556(NAD 83)
 ML0374
 ML0374                          SUPERSEDED SURVEY CONTROL
 ML0374
 ML0374  NGVD 29 (??/??/92)  607.739  (m)         1993.89   (f) ADJ UNCH    2 0
 ML0374
 ML0374.Superseded values are not recommended for survey control.
 ML0374
 ML0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0374.See file dsdata.pdf to determine how the superseded data were derived.
 ML0374
 ML0374_MARKER: DB = BENCH MARK DISK
 ML0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0374_STAMPING: A 122 1935
 ML0374_MARK LOGO: CGS
 ML0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0374+STABILITY: SURFACE MOTION
 ML0374
 ML0374  HISTORY     - Date     Condition        Report By
 ML0374  HISTORY     - 1935     MONUMENTED       CGS
 ML0374  HISTORY     - 1949     MARK NOT FOUND   CGS
 ML0374
 ML0374                          STATION DESCRIPTION
 ML0374
 ML0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0374'3 MI NW FROM ROCKVILLE.
 ML0374'3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0374'STATION AT ROCKVILLE, SHERMAN COUNTY, 7 POLES SOUTHEAST OF
 ML0374'MILEPOST 29, 43 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 ML0374'HIGHWAY 58, AND 36.8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 ML0374'SET IN TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0228 ***********************************************************************
 NN0228  DESIGNATION -  A 123 RESET
 NN0228  PID         -  NN0228
 NN0228  STATE/COUNTY-  NE/HOLT
 NN0228  COUNTRY     -  US
 NN0228  USGS QUAD   -  O'NEILL SW (2017)
 NN0228
 NN0228                         *CURRENT SURVEY CONTROL
 NN0228  ______________________________________________________________________
 NN0228* NAD 83(1986) POSITION- 42 16 59.     (N) 098 39 04.     (W)   SCALED
 NN0228* NAVD 88 ORTHO HEIGHT -   623.93  (meters)     2047.0   (feet) RESET
 NN0228  ______________________________________________________________________
 NN0228  GEOID HEIGHT    -        -24.112 (meters)                     GEOID18
 NN0228  VERT ORDER      -  THIRD
 NN0228
 NN0228.The horizontal coordinates were scaled from a map and have
 NN0228.an estimated accuracy of +/- 6 seconds.
 NN0228
 NN0228.The orthometric height was computed from unverified reset data.
 NN0228
 NN0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0228.GEOID18 height accuracy estimate available here.
 NN0228
 NN0228.Click photographs - Photos may exist for this station.
 NN0228
 NN0228;                    North         East    Units  Estimated Accuracy
 NN0228;SPC NE       -   272,860.      611,230.      MT  (+/- 180 meters Scaled)
 NN0228
 NN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287812(NAD 83)
 NN0228
 NN0228                          SUPERSEDED SURVEY CONTROL
 NN0228
 NN0228  NGVD 29 (??/??/??)  623.72   (m)         2046.3    (f) RESET       3  
 NN0228
 NN0228.Superseded values are not recommended for survey control.
 NN0228
 NN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0228.See file dsdata.pdf to determine how the superseded data were derived.
 NN0228
 NN0228_MARKER: DB = BENCH MARK DISK
 NN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0228_STAMPING: A 123 RESET 1964 1935
 NN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0228+STABILITY: SURFACE MOTION
 NN0228
 NN0228  HISTORY     - Date     Condition        Report By
 NN0228  HISTORY     - 1964     MONUMENTED       CGS
 NN0228
 NN0228                          STATION DESCRIPTION
 NN0228
 NN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0228'12.2 MI S FROM O NEILL.
 NN0228'12.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION  OF
 NN0228'U.S. HIGHWAYS 281, 275, AND 20 IN O NEILL, HOLT COUNTY, 5.3 MILES
 NN0228'NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S. HIGHWAY
 NN0228'281 AND STATE HIGHWAY 95, 1.4 MILES NORTH OF THE BRIDGE OVER THE
 NN0228'SOUTH ELKHORN RIVER, 103.5 FEET EAST OF THE CENTERLINE OF NEW
 NN0228'U.S. HIGHWAY 281, 1 FOOT SOUTH OF AN EAST WEST FENCE, AND 1.5
 NN0228'FEET WEST OF A NEW STEEL WITNESS POST AND THE EAST RIGHT-OF-WAY
 NN0228'LINE OF THE HIGHWAY.  THE MARK IS SET IN THE TOP OF A CONCRETE
 NN0228'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0263 ***********************************************************************
 ML0263  DESIGNATION -  A 125
 ML0263  PID         -  ML0263
 ML0263  STATE/COUNTY-  NE/HOWARD
 ML0263  COUNTRY     -  US
 ML0263  USGS QUAD   -  SAINT PAUL (2017)
 ML0263
 ML0263                         *CURRENT SURVEY CONTROL
 ML0263  ______________________________________________________________________
 ML0263* NAD 83(1986) POSITION- 41 14 29.     (N) 098 27 35.     (W)   SCALED
 ML0263* NAVD 88 ORTHO HEIGHT -   550.366 (meters)     1805.66  (feet) ADJUSTED
 ML0263  ______________________________________________________________________
 ML0263  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 ML0263  DYNAMIC HEIGHT  -        550.091 (meters)     1804.76  (feet) COMP
 ML0263  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 ML0263
 ML0263  VERT ORDER      -  SECOND    CLASS 0
 ML0263
 ML0263.The horizontal coordinates were scaled from a map and have
 ML0263.an estimated accuracy of +/- 6 seconds.
 ML0263
 ML0263.The orthometric height was determined by differential leveling and
 ML0263.adjusted by the NATIONAL GEODETIC SURVEY
 ML0263.in June 1991.
 ML0263
 ML0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0263.GEOID18 height accuracy estimate available here.
 ML0263
 ML0263.Click photographs - Photos may exist for this station.
 ML0263
 ML0263.The dynamic height is computed by dividing the NAVD 88
 ML0263.geopotential number by the normal gravity value computed on the
 ML0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0263.degrees latitude (g = 980.6199 gals.).
 ML0263
 ML0263.The modeled gravity was interpolated from observed gravity values.
 ML0263
 ML0263;                    North         East    Units  Estimated Accuracy
 ML0263;SPC NE       -   157,480.      629,070.      MT  (+/- 180 meters Scaled)
 ML0263
 ML0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL452656(NAD 83)
 ML0263
 ML0263                          SUPERSEDED SURVEY CONTROL
 ML0263
 ML0263  NGVD 29 (??/??/92)  550.123  (m)         1804.86   (f) ADJ UNCH    2 0
 ML0263
 ML0263.Superseded values are not recommended for survey control.
 ML0263
 ML0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0263.See file dsdata.pdf to determine how the superseded data were derived.
 ML0263
 ML0263_MARKER: DB = BENCH MARK DISK
 ML0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0263_STAMPING: A 125 1935
 ML0263_MARK LOGO: CGS
 ML0263_PROJECTION: FLUSH
 ML0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0263+STABILITY: SURFACE MOTION
 ML0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0263+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0263
 ML0263  HISTORY     - Date     Condition        Report By
 ML0263  HISTORY     - 1935     MONUMENTED       CGS
 ML0263  HISTORY     - 20100601 GOOD             NEGS
 ML0263
 ML0263                          STATION DESCRIPTION
 ML0263
 ML0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0263'2 MI N FROM ST PAUL.
 ML0263'2.0 MILES NORTH OF THE DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0263'RAILROAD BETWEEN ST. PAUL AND ORD, 39.4 FEET WEST OF THE WEST
 ML0263'RAIL OF THE MAIN TRACK, 1-3/4 POLES SOUTHEAST OF MILE POST 24,
 ML0263'3 1/2 POLES NORTHWEST OF RAILROAD ROAD CROSSING CENTERLINE,
 ML0263'AND AT RAILROAD MILEAGE.
 ML0263
 ML0263                          STATION RECOVERY (2010)
 ML0263
 ML0263'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0263'DESCRIBED BY THE NEBRASKA GEODETICS SURVEY.
 ML0263'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 281
 ML0263'AND STATE HIGHWAY 92 AT ST. PAUL, NE.,
 ML0263'GO WEST ON STATE HIGHWAY 92 FOR 0.46 MILE
 ML0263'TO THE INTERSECTION OF INMAN ROAD NORTH AND 9TH STREET SOUTH.
 ML0263'TURN RIGHT (NORTH) ON INMAN ROAD AND GO 1.34 MILES TO THE MARK
 ML0263'0.2 MILE NORTH OF 15TH AVENUE, 62 FEET EAST OF THE CENTERLINE
 ML0263'OF INMAN ROAD, 8.9 FEET EAST OF FIBERGLASS WITNESS POST, 372 FEET
 ML0263'SOUTHEAST OF A FENCE LINE WEST, 327 FEET SOUTH-SOUTHWEST OF RAILROAD
 ML0263'MILE POST 24, AND 38.4 FEET WEST-NORTHWEST OF THE WEST EDGE OF
 ML0263'RAIROAD TRACK. THE MARK IS STAMPED A 125 1935 AND FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0628 ***********************************************************************
 ML0628  DESIGNATION -  A 126
 ML0628  PID         -  ML0628
 ML0628  STATE/COUNTY-  NE/VALLEY
 ML0628  COUNTRY     -  US
 ML0628  USGS QUAD   -  ELYRIA (2017)
 ML0628
 ML0628                         *CURRENT SURVEY CONTROL
 ML0628  ______________________________________________________________________
 ML0628* NAD 83(1986) POSITION- 41 44 23.     (N) 099 05 11.     (W)   SCALED
 ML0628* NAVD 88 ORTHO HEIGHT -   653.837 (meters)     2145.13  (feet) ADJUSTED
 ML0628  ______________________________________________________________________
 ML0628  GEOID HEIGHT    -        -23.651 (meters)                     GEOID18
 ML0628  DYNAMIC HEIGHT  -        653.523 (meters)     2144.10  (feet) COMP
 ML0628  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 ML0628
 ML0628  VERT ORDER      -  SECOND    CLASS 0
 ML0628
 ML0628.The horizontal coordinates were scaled from a map and have
 ML0628.an estimated accuracy of +/- 6 seconds.
 ML0628
 ML0628.The orthometric height was determined by differential leveling and
 ML0628.adjusted by the NATIONAL GEODETIC SURVEY
 ML0628.in June 1991.
 ML0628
 ML0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0628.GEOID18 height accuracy estimate available here.
 ML0628
 ML0628.Click photographs - Photos may exist for this station.
 ML0628
 ML0628.The dynamic height is computed by dividing the NAVD 88
 ML0628.geopotential number by the normal gravity value computed on the
 ML0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0628.degrees latitude (g = 980.6199 gals.).
 ML0628
 ML0628.The modeled gravity was interpolated from observed gravity values.
 ML0628
 ML0628;                    North         East    Units  Estimated Accuracy
 ML0628;SPC NE       -   212,060.      575,970.      MT  (+/- 180 meters Scaled)
 ML0628
 ML0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM928208(NAD 83)
 ML0628
 ML0628                          SUPERSEDED SURVEY CONTROL
 ML0628
 ML0628  NGVD 29 (??/??/92)  653.582  (m)         2144.29   (f) ADJ UNCH    2 0
 ML0628
 ML0628.Superseded values are not recommended for survey control.
 ML0628
 ML0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0628.See file dsdata.pdf to determine how the superseded data were derived.
 ML0628
 ML0628_MARKER: DB = BENCH MARK DISK
 ML0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0628_STAMPING: A 126 1935
 ML0628_MARK LOGO: CGS
 ML0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0628+STABILITY: SURFACE MOTION
 ML0628
 ML0628  HISTORY     - Date     Condition        Report By
 ML0628  HISTORY     - 1935     MONUMENTED       CGS
 ML0628  HISTORY     - 1950     GOOD             CGS
 ML0628  HISTORY     - 1950     GOOD             CGS
 ML0628  HISTORY     - 1985     MARK NOT FOUND   NEDR
 ML0628  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0628
 ML0628                          STATION DESCRIPTION
 ML0628
 ML0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0628'3.9 MI SE FROM BURWELL.
 ML0628'3.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0628'RAILROAD FROM THE STATION AT BURWELL, 0.4 MILE NORTHWEST OF
 ML0628'MILEPOST 36, 0.1 MILE SOUTHEAST OF RAILROAD TRESTLE 36+48, 3 POLES
 ML0628'SOUTH OF THE GARFIELD-VALLEY COUNTY LINE, AT A ROAD CROSSING,
 ML0628'123 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 11, 38
 ML0628'FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 22 FEET
 ML0628'NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTH OF A FENCE, 1.6
 ML0628'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0628'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0628
 ML0628                          STATION RECOVERY (1950)
 ML0628
 ML0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0628'RECOVERED IN GOOD CONDITION.
 ML0628
 ML0628                          STATION RECOVERY (1985)
 ML0628
 ML0628'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0628'MARK NOT FOUND.
 ML0628
 ML0628                          STATION RECOVERY (1985)
 ML0628
 ML0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0628'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0255 ***********************************************************************
 NN0255  DESIGNATION -  A 127
 NN0255  PID         -  NN0255
 NN0255  STATE/COUNTY-  NE/HOLT
 NN0255  COUNTRY     -  US
 NN0255  USGS QUAD   -  EMMET NW (2017)
 NN0255
 NN0255                         *CURRENT SURVEY CONTROL
 NN0255  ______________________________________________________________________
 NN0255* NAD 83(1986) POSITION- 42 22 42.     (N) 098 57 47.     (W)   SCALED
 NN0255* NAVD 88 ORTHO HEIGHT -   662.803 (meters)     2174.55  (feet) ADJUSTED
 NN0255  ______________________________________________________________________
 NN0255  GEOID HEIGHT    -        -23.864 (meters)                     GEOID18
 NN0255  DYNAMIC HEIGHT  -        662.530 (meters)     2173.65  (feet) COMP
 NN0255  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 NN0255
 NN0255  VERT ORDER      -  SECOND    CLASS 0
 NN0255
 NN0255.The horizontal coordinates were scaled from a map and have
 NN0255.an estimated accuracy of +/- 6 seconds.
 NN0255
 NN0255.The orthometric height was determined by differential leveling and
 NN0255.adjusted by the NATIONAL GEODETIC SURVEY
 NN0255.in June 1991.
 NN0255
 NN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0255.GEOID18 height accuracy estimate available here.
 NN0255
 NN0255.Click photographs - Photos may exist for this station.
 NN0255
 NN0255.The dynamic height is computed by dividing the NAVD 88
 NN0255.geopotential number by the normal gravity value computed on the
 NN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0255.degrees latitude (g = 980.6199 gals.).
 NN0255
 NN0255.The modeled gravity was interpolated from observed gravity values.
 NN0255
 NN0255;                    North         East    Units  Estimated Accuracy
 NN0255;SPC NE       -   283,080.      585,380.      MT  (+/- 180 meters Scaled)
 NN0255
 NN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030917(NAD 83)
 NN0255
 NN0255                          SUPERSEDED SURVEY CONTROL
 NN0255
 NN0255  NGVD 29 (??/??/92)  662.566  (m)         2173.77   (f) ADJ UNCH    2 0
 NN0255
 NN0255.Superseded values are not recommended for survey control.
 NN0255
 NN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0255.See file dsdata.pdf to determine how the superseded data were derived.
 NN0255
 NN0255_MARKER: DB = BENCH MARK DISK
 NN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0255_STAMPING: A-127-1935
 NN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0255+STABILITY: SURFACE MOTION
 NN0255
 NN0255  HISTORY     - Date     Condition        Report By
 NN0255  HISTORY     - 1935     MONUMENTED       CGS
 NN0255
 NN0255                          STATION DESCRIPTION
 NN0255
 NN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0255'10.3 MI S FROM ATKINSON.
 NN0255'10.3 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 NN0255'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 0.17 MILES NORTH OF
 NN0255'BRIDGE OVER HOLT CREEK, 156 FEET SOUTH OF LINE FENCE, 49 FEET
 NN0255'EAST OF THE CENTER LINE OF HIGHWAY, 2 FEET BELOW THE LEVEL OF THE
 NN0255'TOP OF HIGHWAY, 1.0 FEET WEST OF THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0256 ***********************************************************************
 NN0256  DESIGNATION -  A 127 RESET
 NN0256  PID         -  NN0256
 NN0256  STATE/COUNTY-  NE/HOLT
 NN0256  COUNTRY     -  US
 NN0256  USGS QUAD   -  EMMET NW (2017)
 NN0256
 NN0256                         *CURRENT SURVEY CONTROL
 NN0256  ______________________________________________________________________
 NN0256* NAD 83(1986) POSITION- 42 22 42.3    (N) 098 57 48.5    (W)   HD_HELD2
 NN0256* NAVD 88 ORTHO HEIGHT -   662.31  (meters)     2172.9   (feet) RESET
 NN0256  ______________________________________________________________________
 NN0256  GEOID HEIGHT    -        -23.863 (meters)                     GEOID18
 NN0256  VERT ORDER      -  THIRD
 NN0256
 NN0256.The horizontal coordinates were established by autonomous hand held GPS
 NN0256.observations and have an estimated accuracy of +/- 10 meters.
 NN0256
 NN0256.The orthometric height was computed from unverified reset data.
 NN0256
 NN0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0256.GEOID18 height accuracy estimate available here.
 NN0256
 NN0256.Click photographs - Photos may exist for this station.
 NN0256
 NN0256;                    North         East    Units  Estimated Accuracy
 NN0256;SPC NE       -   283,092.      585,345.      MT  (+/- 10 meters HH2 GPS)
 NN0256
 NN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0300791793(NAD 83)
 NN0256
 NN0256                          SUPERSEDED SURVEY CONTROL
 NN0256
 NN0256  NGVD 29 (??/??/??)  662.07   (m)         2172.1    (f) RESET       3  
 NN0256
 NN0256.Superseded values are not recommended for survey control.
 NN0256
 NN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0256.See file dsdata.pdf to determine how the superseded data were derived.
 NN0256
 NN0256_MARKER: DB = BENCH MARK DISK
 NN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0256_STAMPING: A 127 1935 RESET 1960
 NN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0256+STABILITY: SURFACE MOTION
 NN0256
 NN0256  HISTORY     - Date     Condition        Report By
 NN0256  HISTORY     - 1960     MONUMENTED       CGS
 NN0256  HISTORY     - 1961     GOOD             CGS
 NN0256  HISTORY     - 1964     GOOD             CGS
 NN0256  HISTORY     - 20130222 GOOD             INDIV
 NN0256
 NN0256                          STATION DESCRIPTION
 NN0256
 NN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NN0256'10.4 MI S FROM ATKINSON.
 NN0256'10.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0256'ATKINSON, 0.15 MILE NORTH OF A BRIDGE OVER HOLT CREEK, 69 FEET
 NN0256'EAST OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET SOUTH OF A
 NN0256'CONCRETE RIGHT-OF-WAY MARKER, 50.3 FEET NORTH OF A CONCRETE
 NN0256'RIGHT-OF-WAY MARKER AND 1.0 FOOT WEST OF A FENCE, AND SET IN THE
 NN0256'TOP OF A CONCRETE POST.
 NN0256
 NN0256                          STATION RECOVERY (1964)
 NN0256
 NN0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0256'RECOVERED IN GOOD CONDITION.
 NN0256
 NN0256                          STATION RECOVERY (2013)
 NN0256
 NN0256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NN0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0125 ***********************************************************************
 NN0125  DESIGNATION -  A 128
 NN0125  PID         -  NN0125
 NN0125  STATE/COUNTY-  NE/ANTELOPE
 NN0125  COUNTRY     -  US
 NN0125  USGS QUAD   -  DELOIT NE (2017)
 NN0125
 NN0125                         *CURRENT SURVEY CONTROL
 NN0125  ______________________________________________________________________
 NN0125* NAD 83(1986) POSITION- 42 13 09.     (N) 098 17 46.     (W)   SCALED
 NN0125* NAVD 88 ORTHO HEIGHT -   559.341 (meters)     1835.10  (feet) ADJUSTED
 NN0125  ______________________________________________________________________
 NN0125  GEOID HEIGHT    -        -24.556 (meters)                     GEOID18
 NN0125  DYNAMIC HEIGHT  -        559.117 (meters)     1834.37  (feet) COMP
 NN0125  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 NN0125
 NN0125  VERT ORDER      -  SECOND    CLASS 0
 NN0125
 NN0125.The horizontal coordinates were scaled from a map and have
 NN0125.an estimated accuracy of +/- 6 seconds.
 NN0125
 NN0125.The orthometric height was determined by differential leveling and
 NN0125.adjusted by the NATIONAL GEODETIC SURVEY
 NN0125.in June 1991.
 NN0125
 NN0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0125.GEOID18 height accuracy estimate available here.
 NN0125
 NN0125.Click photographs - Photos may exist for this station.
 NN0125
 NN0125.The dynamic height is computed by dividing the NAVD 88
 NN0125.geopotential number by the normal gravity value computed on the
 NN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0125.degrees latitude (g = 980.6199 gals.).
 NN0125
 NN0125.The modeled gravity was interpolated from observed gravity values.
 NN0125
 NN0125;                    North         East    Units  Estimated Accuracy
 NN0125;SPC NE       -   266,280.      640,640.      MT  (+/- 180 meters Scaled)
 NN0125
 NN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM580743(NAD 83)
 NN0125
 NN0125                          SUPERSEDED SURVEY CONTROL
 NN0125
 NN0125  NGVD 29 (??/??/92)  559.131  (m)         1834.42   (f) ADJ UNCH    2 0
 NN0125
 NN0125.Superseded values are not recommended for survey control.
 NN0125
 NN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0125.See file dsdata.pdf to determine how the superseded data were derived.
 NN0125
 NN0125_MARKER: DB = BENCH MARK DISK
 NN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0125_STAMPING: A 128 1935
 NN0125_MARK LOGO: CGS
 NN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0125+STABILITY: SURFACE MOTION
 NN0125
 NN0125  HISTORY     - Date     Condition        Report By
 NN0125  HISTORY     - 1935     MONUMENTED       CGS
 NN0125  HISTORY     - 1962     MARK NOT FOUND   CGS
 NN0125
 NN0125                          STATION DESCRIPTION
 NN0125
 NN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0125'3.7 MI SE FROM EWING.
 NN0125'3.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0125'FROM THE STATION AT EWING, HOLT COUNTY, 16 RAILS SOUTHEAST OF
 NN0125'BRIDGE 257, 600 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER,
 NN0125'45 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, AND 47.4 FEET
 NN0125'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 NN0125'DISK, STAMPED A 128 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0125
 NN0125                          STATION RECOVERY (1962)
 NN0125
 NN0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0294 ***********************************************************************
 LG0294  DESIGNATION -  A 13
 LG0294  PID         -  LG0294
 LG0294  STATE/COUNTY-  NE/LANCASTER
 LG0294  COUNTRY     -  US
 LG0294  USGS QUAD   -  BENNET (2017)
 LG0294
 LG0294                         *CURRENT SURVEY CONTROL
 LG0294  ______________________________________________________________________
 LG0294* NAD 83(1986) POSITION- 40 43 08.     (N) 096 35 15.     (W)   SCALED
 LG0294* NAVD 88 ORTHO HEIGHT -   440.361 (meters)     1444.75  (feet) ADJUSTED
 LG0294  ______________________________________________________________________
 LG0294  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 LG0294  DYNAMIC HEIGHT  -        440.168 (meters)     1444.12  (feet) COMP
 LG0294  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 LG0294
 LG0294  VERT ORDER      -  FIRST     CLASS II
 LG0294
 LG0294.The horizontal coordinates were scaled from a map and have
 LG0294.an estimated accuracy of +/- 6 seconds.
 LG0294
 LG0294.The orthometric height was determined by differential leveling and
 LG0294.adjusted by the NATIONAL GEODETIC SURVEY
 LG0294.in June 1991.
 LG0294
 LG0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0294.GEOID18 height accuracy estimate available here.
 LG0294
 LG0294.Click photographs - Photos may exist for this station.
 LG0294
 LG0294.The dynamic height is computed by dividing the NAVD 88
 LG0294.geopotential number by the normal gravity value computed on the
 LG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0294.degrees latitude (g = 980.6199 gals.).
 LG0294
 LG0294.The modeled gravity was interpolated from observed gravity values.
 LG0294
 LG0294;                    North         East    Units  Estimated Accuracy
 LG0294;SPC NE       -   104,010.      788,180.      MT  (+/- 180 meters Scaled)
 LG0294
 LG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL037103(NAD 83)
 LG0294
 LG0294                          SUPERSEDED SURVEY CONTROL
 LG0294
 LG0294  NGVD 29 (??/??/92)  440.254  (m)         1444.40   (f) ADJ UNCH    1 2
 LG0294
 LG0294.Superseded values are not recommended for survey control.
 LG0294
 LG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0294.See file dsdata.pdf to determine how the superseded data were derived.
 LG0294
 LG0294_MARKER: DB = BENCH MARK DISK
 LG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0294_STAMPING: 1444.033 A 13 1933
 LG0294_MARK LOGO: CGS
 LG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0294+STABILITY: SURFACE MOTION
 LG0294
 LG0294  HISTORY     - Date     Condition        Report By
 LG0294  HISTORY     - 1933     MONUMENTED       CGS
 LG0294  HISTORY     - 1960     GOOD             CGS
 LG0294  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0294  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0294  HISTORY     - 20060822 MARK NOT FOUND   NEDR
 LG0294
 LG0294                          STATION DESCRIPTION
 LG0294
 LG0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LG0294'0.5 MI E FROM CHENEY.
 LG0294'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0294'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 2-1/2
 LG0294'POLES EAST OF MILEPOST 52, 70 FEET SOUTH OF THE CENTERLINE
 LG0294'OF STATE HIGHWAY 2, 60 FEET WEST OF THE CENTER OF A HIGHWAY
 LG0294'CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3
 LG0294'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0294'STAMPED 1444.033 A 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0294'PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0294
 LG0294                          STATION RECOVERY (1990)
 LG0294
 LG0294'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0294'MARK NOT FOUND.
 LG0294
 LG0294                          STATION RECOVERY (1991)
 LG0294
 LG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0294'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LG0294
 LG0294                          STATION RECOVERY (2006)
 LG0294
 LG0294'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG0294'BELIEVED DESTROYED FOUND BROKEN CONCRETE WITH CAP MARKINGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0888 ***********************************************************************
 MK0888  DESIGNATION -  A 131
 MK0888  PID         -  MK0888
 MK0888  STATE/COUNTY-  NE/DODGE
 MK0888  COUNTRY     -  US
 MK0888  USGS QUAD   -  FREMONT WEST (2017)
 MK0888
 MK0888                         *CURRENT SURVEY CONTROL
 MK0888  ______________________________________________________________________
 MK0888* NAD 83(1986) POSITION- 41 26 15.     (N) 096 31 17.     (W)   SCALED
 MK0888* NAVD 88 ORTHO HEIGHT -   367.875 (meters)     1206.94  (feet) ADJUSTED
 MK0888  ______________________________________________________________________
 MK0888  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 MK0888  DYNAMIC HEIGHT  -        367.708 (meters)     1206.39  (feet) COMP
 MK0888  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 MK0888
 MK0888  VERT ORDER      -  SECOND    CLASS 0
 MK0888
 MK0888.The horizontal coordinates were scaled from a map and have
 MK0888.an estimated accuracy of +/- 6 seconds.
 MK0888
 MK0888.The orthometric height was determined by differential leveling and
 MK0888.adjusted by the NATIONAL GEODETIC SURVEY
 MK0888.in June 1991.
 MK0888
 MK0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0888.GEOID18 height accuracy estimate available here.
 MK0888
 MK0888.Click photographs - Photos may exist for this station.
 MK0888
 MK0888.The dynamic height is computed by dividing the NAVD 88
 MK0888.geopotential number by the normal gravity value computed on the
 MK0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0888.degrees latitude (g = 980.6199 gals.).
 MK0888
 MK0888.The modeled gravity was interpolated from observed gravity values.
 MK0888
 MK0888;                    North         East    Units  Estimated Accuracy
 MK0888;SPC NE       -   183,950.      790,550.      MT  (+/- 180 meters Scaled)
 MK0888
 MK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL070902(NAD 83)
 MK0888
 MK0888                          SUPERSEDED SURVEY CONTROL
 MK0888
 MK0888  NGVD 29 (??/??/92)  367.727  (m)         1206.45   (f) ADJ UNCH    2 0
 MK0888
 MK0888.Superseded values are not recommended for survey control.
 MK0888
 MK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0888.See file dsdata.pdf to determine how the superseded data were derived.
 MK0888
 MK0888_MARKER: DB = BENCH MARK DISK
 MK0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0888_STAMPING: A 131 1935
 MK0888_MARK LOGO: CGS
 MK0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0888+STABILITY: SURFACE MOTION
 MK0888
 MK0888  HISTORY     - Date     Condition        Report By
 MK0888  HISTORY     - 1935     MONUMENTED       CGS
 MK0888  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0888
 MK0888                          STATION DESCRIPTION
 MK0888
 MK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MK0888'1.5 MI W FROM FREMONT.
 MK0888'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0888'AT FREMONT, DODGE COUNTY, 0.25 MILE EAST OF MILEPOST 41, AT A
 MK0888'ROAD CROSSING, 90 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 MK0888'31.2 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A
 MK0888'STANDARD DISK, STAMPED A 131 1935 AND SET IN THE TOP OF A CONCRETE
 MK0888'POST.  NOTE-- ALL INDICATIONS FROM OLD TIES SHOW THE MARK MUST
 MK0888'BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1093 ***********************************************************************
 MK1093  DESIGNATION -  A 133
 MK1093  PID         -  MK1093
 MK1093  STATE/COUNTY-  NE/DODGE
 MK1093  COUNTRY     -  US
 MK1093  USGS QUAD   -  DODGE (2017)
 MK1093
 MK1093                         *CURRENT SURVEY CONTROL
 MK1093  ______________________________________________________________________
 MK1093* NAD 83(1986) POSITION- 41 43 40.     (N) 096 54 03.     (W)   SCALED
 MK1093* NAVD 88 ORTHO HEIGHT -   430.272 (meters)     1411.65  (feet) ADJUSTED
 MK1093  ______________________________________________________________________
 MK1093  GEOID HEIGHT    -        -25.367 (meters)                     GEOID18
 MK1093  DYNAMIC HEIGHT  -        430.101 (meters)     1411.09  (feet) COMP
 MK1093  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 MK1093
 MK1093  VERT ORDER      -  SECOND    CLASS 0
 MK1093
 MK1093.The horizontal coordinates were scaled from a map and have
 MK1093.an estimated accuracy of +/- 6 seconds.
 MK1093
 MK1093.The orthometric height was determined by differential leveling and
 MK1093.adjusted by the NATIONAL GEODETIC SURVEY
 MK1093.in June 1991.
 MK1093
 MK1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1093.GEOID18 height accuracy estimate available here.
 MK1093
 MK1093.Click photographs - Photos may exist for this station.
 MK1093
 MK1093.The dynamic height is computed by dividing the NAVD 88
 MK1093.geopotential number by the normal gravity value computed on the
 MK1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1093.degrees latitude (g = 980.6199 gals.).
 MK1093
 MK1093.The modeled gravity was interpolated from observed gravity values.
 MK1093
 MK1093;                    North         East    Units  Estimated Accuracy
 MK1093;SPC NE       -   214,950.      757,720.      MT  (+/- 180 meters Scaled)
 MK1093
 MK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM745216(NAD 83)
 MK1093
 MK1093                          SUPERSEDED SURVEY CONTROL
 MK1093
 MK1093  NGVD 29 (??/??/92)  430.105  (m)         1411.10   (f) ADJ UNCH    2 0
 MK1093
 MK1093.Superseded values are not recommended for survey control.
 MK1093
 MK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1093.See file dsdata.pdf to determine how the superseded data were derived.
 MK1093
 MK1093_MARKER: DB = BENCH MARK DISK
 MK1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1093_STAMPING: A 133 1935
 MK1093_MARK LOGO: CGS
 MK1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1093+STABILITY: SURFACE MOTION
 MK1093
 MK1093  HISTORY     - Date     Condition        Report By
 MK1093  HISTORY     - 1935     MONUMENTED       CGS
 MK1093  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1093
 MK1093                          STATION DESCRIPTION
 MK1093
 MK1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1093'1.1 MI NW FROM DODGE.
 MK1093'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1093'AND HUMPHREY, 131 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 MK1093'CROSSING, 40 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO.
 MK1093'91, 26.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET SOUTH OF
 MK1093'HIGHWAY RIGHT OF WAY FENCE, LEVEL WITH THE TRACK.  NOTE-- RAILROAD
 MK1093'TRACK HAS BEEN REMOVED.  LOCATION OF BM IS NOW UNDER CULTIVATION.
 MK1093
 MK1093                          STATION RECOVERY (1965)
 MK1093
 MK1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0939 ***********************************************************************
 MK0939  DESIGNATION -  A 134
 MK0939  PID         -  MK0939
 MK0939  STATE/COUNTY-  NE/SAUNDERS
 MK0939  COUNTRY     -  US
 MK0939  USGS QUAD   -  WAHOO EAST (2017)
 MK0939
 MK0939                         *CURRENT SURVEY CONTROL
 MK0939  ______________________________________________________________________
 MK0939* NAD 83(1986) POSITION- 41 14 51.     (N) 096 36 35.     (W)   SCALED
 MK0939* NAVD 88 ORTHO HEIGHT -   367.741 (meters)     1206.50  (feet) ADJUSTED
 MK0939  ______________________________________________________________________
 MK0939  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 MK0939  DYNAMIC HEIGHT  -        367.566 (meters)     1205.92  (feet) COMP
 MK0939  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 MK0939
 MK0939  VERT ORDER      -  SECOND    CLASS 0
 MK0939
 MK0939.The horizontal coordinates were scaled from a map and have
 MK0939.an estimated accuracy of +/- 6 seconds.
 MK0939
 MK0939.The orthometric height was determined by differential leveling and
 MK0939.adjusted by the NATIONAL GEODETIC SURVEY
 MK0939.in June 1991.
 MK0939
 MK0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0939.GEOID18 height accuracy estimate available here.
 MK0939
 MK0939.Click photographs - Photos may exist for this station.
 MK0939
 MK0939.The dynamic height is computed by dividing the NAVD 88
 MK0939.geopotential number by the normal gravity value computed on the
 MK0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0939.degrees latitude (g = 980.6199 gals.).
 MK0939
 MK0939.The modeled gravity was interpolated from observed gravity values.
 MK0939
 MK0939;                    North         East    Units  Estimated Accuracy
 MK0939;SPC NE       -   162,580.      784,010.      MT  (+/- 180 meters Scaled)
 MK0939
 MK0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL002689(NAD 83)
 MK0939
 MK0939                          SUPERSEDED SURVEY CONTROL
 MK0939
 MK0939  NGVD 29 (??/??/92)  367.594  (m)         1206.01   (f) ADJ UNCH    2 0
 MK0939
 MK0939.Superseded values are not recommended for survey control.
 MK0939
 MK0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0939.See file dsdata.pdf to determine how the superseded data were derived.
 MK0939
 MK0939_MARKER: DB = BENCH MARK DISK
 MK0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0939_STAMPING: A 134 1935
 MK0939_MARK LOGO: CGS
 MK0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0939+STABILITY: SURFACE MOTION
 MK0939
 MK0939  HISTORY     - Date     Condition        Report By
 MK0939  HISTORY     - 1935     MONUMENTED       CGS
 MK0939  HISTORY     - 1950     GOOD             CGS
 MK0939  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK0939
 MK0939                          STATION DESCRIPTION
 MK0939
 MK0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0939'2.4 MI N FROM WAHOO.
 MK0939'2.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0939'FROM THE STATION AT WAHOO, 20 RAILS SOUTH OF A ROAD CROSSING,
 MK0939'45 FEET EAST OF THE EAST RAIL, 23 FEET NORTH OF MILEPOST 20,
 MK0939'3 FEET WEST OF THE RIGHT OF WAY FENCE, SET IN THE TOP OF A
 MK0939'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0939
 MK0939                          STATION RECOVERY (1984)
 MK0939
 MK0939'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0939'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0668 ***********************************************************************
 LG0668  DESIGNATION -  A 135
 LG0668  PID         -  LG0668
 LG0668  STATE/COUNTY-  NE/CLAY
 LG0668  COUNTRY     -  US
 LG0668  USGS QUAD   -  STOCKHAM (2017)
 LG0668
 LG0668                         *CURRENT SURVEY CONTROL
 LG0668  ______________________________________________________________________
 LG0668* NAD 83(1986) POSITION- 40 37 34.     (N) 097 59 42.     (W)   SCALED
 LG0668* NAVD 88 ORTHO HEIGHT -   540.050 (meters)     1771.81  (feet) ADJUSTED
 LG0668  ______________________________________________________________________
 LG0668  GEOID HEIGHT    -        -25.890 (meters)                     GEOID18
 LG0668  DYNAMIC HEIGHT  -        539.753 (meters)     1770.84  (feet) COMP
 LG0668  MODELED GRAVITY -    980,057.9   (mgal)                       NAVD 88
 LG0668
 LG0668  VERT ORDER      -  SECOND    CLASS 0
 LG0668
 LG0668.The horizontal coordinates were scaled from a map and have
 LG0668.an estimated accuracy of +/- 6 seconds.
 LG0668
 LG0668.The orthometric height was determined by differential leveling and
 LG0668.adjusted by the NATIONAL GEODETIC SURVEY
 LG0668.in June 1991.
 LG0668
 LG0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0668.GEOID18 height accuracy estimate available here.
 LG0668
 LG0668.Click photographs - Photos may exist for this station.
 LG0668
 LG0668.The dynamic height is computed by dividing the NAVD 88
 LG0668.geopotential number by the normal gravity value computed on the
 LG0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0668.degrees latitude (g = 980.6199 gals.).
 LG0668
 LG0668.The modeled gravity was interpolated from observed gravity values.
 LG0668
 LG0668;                    North         East    Units  Estimated Accuracy
 LG0668;SPC NE       -    89,990.      669,590.      MT  (+/- 180 meters Scaled)
 LG0668
 LG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK849977(NAD 83)
 LG0668
 LG0668                          SUPERSEDED SURVEY CONTROL
 LG0668
 LG0668  NGVD 29 (??/??/92)  539.838  (m)         1771.12   (f) ADJ UNCH    2 0
 LG0668
 LG0668.Superseded values are not recommended for survey control.
 LG0668
 LG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0668.See file dsdata.pdf to determine how the superseded data were derived.
 LG0668
 LG0668_MARKER: DB = BENCH MARK DISK
 LG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0668_STAMPING: A 135 1935
 LG0668_MARK LOGO: CGS
 LG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0668+STABILITY: SURFACE MOTION
 LG0668
 LG0668  HISTORY     - Date     Condition        Report By
 LG0668  HISTORY     - 1935     MONUMENTED       CGS
 LG0668  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0668
 LG0668                          STATION DESCRIPTION
 LG0668
 LG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0668'4 MI S FROM ELDORADO.
 LG0668'4.0 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 LG0668'AT ELDORADO, CLAY COUNTY, AT THE JUNCTION OF A ROAD LEADING
 LG0668'TO A FARMHOUSE, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LG0668'26 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 3.5 FEET
 LG0668'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 135 1935
 LG0668'AND SET IN THE TOP OF A CONCRETE POST.
 LG0668
 LG0668                          STATION RECOVERY (1967)
 LG0668
 LG0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0668'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1529 ***********************************************************************
 MK1529  DESIGNATION -  A 136
 MK1529  PID         -  MK1529
 MK1529  STATE/COUNTY-  NE/POLK
 MK1529  COUNTRY     -  US
 MK1529  USGS QUAD   -  DURANT (2017)
 MK1529
 MK1529                         *CURRENT SURVEY CONTROL
 MK1529  ______________________________________________________________________
 MK1529* NAD 83(1986) POSITION- 41 05 02.     (N) 097 43 32.     (W)   SCALED
 MK1529* NAVD 88 ORTHO HEIGHT -   523.167 (meters)     1716.42  (feet) ADJUSTED
 MK1529  ______________________________________________________________________
 MK1529  GEOID HEIGHT    -        -25.745 (meters)                     GEOID18
 MK1529  DYNAMIC HEIGHT  -        522.902 (meters)     1715.55  (feet) COMP
 MK1529  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 MK1529
 MK1529  VERT ORDER      -  SECOND    CLASS 0
 MK1529
 MK1529.The horizontal coordinates were scaled from a map and have
 MK1529.an estimated accuracy of +/- 6 seconds.
 MK1529
 MK1529.The orthometric height was determined by differential leveling and
 MK1529.adjusted by the NATIONAL GEODETIC SURVEY
 MK1529.in June 1991.
 MK1529
 MK1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1529.GEOID18 height accuracy estimate available here.
 MK1529
 MK1529.Click photographs - Photos may exist for this station.
 MK1529
 MK1529.The dynamic height is computed by dividing the NAVD 88
 MK1529.geopotential number by the normal gravity value computed on the
 MK1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1529.degrees latitude (g = 980.6199 gals.).
 MK1529
 MK1529.The modeled gravity was interpolated from observed gravity values.
 MK1529
 MK1529;                    North         East    Units  Estimated Accuracy
 MK1529;SPC NE       -   141,360.      691,040.      MT  (+/- 180 meters Scaled)
 MK1529
 MK1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL070488(NAD 83)
 MK1529
 MK1529                          SUPERSEDED SURVEY CONTROL
 MK1529
 MK1529  NGVD 29 (??/??/92)  522.953  (m)         1715.72   (f) ADJ UNCH    2 0
 MK1529
 MK1529.Superseded values are not recommended for survey control.
 MK1529
 MK1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1529.See file dsdata.pdf to determine how the superseded data were derived.
 MK1529
 MK1529_MARKER: DB = BENCH MARK DISK
 MK1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1529_STAMPING: A 136 1935
 MK1529_MARK LOGO: CGS
 MK1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1529+STABILITY: SURFACE MOTION
 MK1529
 MK1529  HISTORY     - Date     Condition        Report By
 MK1529  HISTORY     - 1935     MONUMENTED       CGS
 MK1529  HISTORY     - 20060316 MARK NOT FOUND   INDIV
 MK1529
 MK1529                          STATION DESCRIPTION
 MK1529
 MK1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1529'3.1 MI E FROM POLK.
 MK1529'3.1 MILES EAST OF U. P. RR. DEPOT.  ALONG THE UNION PACIFIC
 MK1529'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 177.8 FEET EAST
 MK1529'OF MILE POST NO. 60, 69.5 FEET NORTH OF THE NORTH RAIL OF THE
 MK1529'MAIN TRACK, 2.0 FEET SOUTH OF FENCE, ABOUT 2.0 FEET BELOW THE
 MK1529'LEVEL OF THE TRACK.
 MK1529
 MK1529                          STATION RECOVERY (2006)
 MK1529
 MK1529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLB)
 MK1529'THE MARK APPEARS TO BE REMOVED BY LOCAL FARMING OVER INTO THE RAIL
 MK1529'ROAD RIGHT-OF-WAY
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1298 ***********************************************************************
 MK1298  DESIGNATION -  A 137
 MK1298  PID         -  MK1298
 MK1298  STATE/COUNTY-  NE/BUTLER
 MK1298  COUNTRY     -  US
 MK1298  USGS QUAD   -  GARRISON (2017)
 MK1298
 MK1298                         *CURRENT SURVEY CONTROL
 MK1298  ______________________________________________________________________
 MK1298* NAD 83(1986) POSITION- 41 13 40.     (N) 097 10 34.     (W)   SCALED
 MK1298* NAVD 88 ORTHO HEIGHT -   484.991 (meters)     1591.17  (feet) ADJUSTED
 MK1298  ______________________________________________________________________
 MK1298  GEOID HEIGHT    -        -25.924 (meters)                     GEOID18
 MK1298  DYNAMIC HEIGHT  -        484.765 (meters)     1590.43  (feet) COMP
 MK1298  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 MK1298
 MK1298  VERT ORDER      -  SECOND    CLASS 0
 MK1298
 MK1298.The horizontal coordinates were scaled from a map and have
 MK1298.an estimated accuracy of +/- 6 seconds.
 MK1298
 MK1298.The orthometric height was determined by differential leveling and
 MK1298.adjusted by the NATIONAL GEODETIC SURVEY
 MK1298.in June 1991.
 MK1298
 MK1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1298.GEOID18 height accuracy estimate available here.
 MK1298
 MK1298.Click photographs - Photos may exist for this station.
 MK1298
 MK1298.The dynamic height is computed by dividing the NAVD 88
 MK1298.geopotential number by the normal gravity value computed on the
 MK1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1298.degrees latitude (g = 980.6199 gals.).
 MK1298
 MK1298.The modeled gravity was interpolated from observed gravity values.
 MK1298
 MK1298;                    North         East    Units  Estimated Accuracy
 MK1298;SPC NE       -   158,680.      736,650.      MT  (+/- 180 meters Scaled)
 MK1298
 MK1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL528656(NAD 83)
 MK1298
 MK1298                          SUPERSEDED SURVEY CONTROL
 MK1298
 MK1298  NGVD 29 (??/??/92)  484.818  (m)         1590.61   (f) ADJ UNCH    2 0
 MK1298
 MK1298.Superseded values are not recommended for survey control.
 MK1298
 MK1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1298.See file dsdata.pdf to determine how the superseded data were derived.
 MK1298
 MK1298_MARKER: DB = BENCH MARK DISK
 MK1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1298_STAMPING: A 137 1935
 MK1298_MARK LOGO: CGS
 MK1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1298+STABILITY: SURFACE MOTION
 MK1298
 MK1298  HISTORY     - Date     Condition        Report By
 MK1298  HISTORY     - 1935     MONUMENTED       CGS
 MK1298
 MK1298                          STATION DESCRIPTION
 MK1298
 MK1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1298'3.2 MI SW FROM DAVID CITY.
 MK1298'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1298'AND YORK, 50.0 FEET SOUTHEAST OF THE CENTER OF CROSSING, 47 FEET
 MK1298'SOUTH OF THE SOUTH RAIL, 41.6 FEET SOUTHEAST OF THE CENTER LINE
 MK1298'OF DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0068 ***********************************************************************
 LH0068  DESIGNATION -  A 139
 LH0068  PID         -  LH0068
 LH0068  STATE/COUNTY-  NE/MERRICK
 LH0068  COUNTRY     -  US
 LH0068  USGS QUAD   -  PHILLIPS (2017)
 LH0068
 LH0068                         *CURRENT SURVEY CONTROL
 LH0068  ______________________________________________________________________
 LH0068* NAD 83(1986) POSITION- 40 58 08.     (N) 098 14 45.     (W)   SCALED
 LH0068* NAVD 88 ORTHO HEIGHT -   550.388 (meters)     1805.73  (feet) ADJUSTED
 LH0068  ______________________________________________________________________
 LH0068  GEOID HEIGHT    -        -25.197 (meters)                     GEOID18
 LH0068  DYNAMIC HEIGHT  -        550.100 (meters)     1804.79  (feet) COMP
 LH0068  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LH0068
 LH0068  VERT ORDER      -  SECOND    CLASS 0
 LH0068
 LH0068.The horizontal coordinates were scaled from a map and have
 LH0068.an estimated accuracy of +/- 6 seconds.
 LH0068
 LH0068.The orthometric height was determined by differential leveling and
 LH0068.adjusted by the NATIONAL GEODETIC SURVEY
 LH0068.in June 1991.
 LH0068
 LH0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0068.GEOID18 height accuracy estimate available here.
 LH0068
 LH0068.Click photographs - Photos may exist for this station.
 LH0068
 LH0068.The dynamic height is computed by dividing the NAVD 88
 LH0068.geopotential number by the normal gravity value computed on the
 LH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0068.degrees latitude (g = 980.6199 gals.).
 LH0068
 LH0068.The modeled gravity was interpolated from observed gravity values.
 LH0068
 LH0068;                    North         East    Units  Estimated Accuracy
 LH0068;SPC NE       -   127,570.      647,600.      MT  (+/- 180 meters Scaled)
 LH0068
 LH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL634355(NAD 83)
 LH0068
 LH0068                          SUPERSEDED SURVEY CONTROL
 LH0068
 LH0068  NGVD 29 (??/??/92)  550.146  (m)         1804.94   (f) ADJ UNCH    2 0
 LH0068
 LH0068.Superseded values are not recommended for survey control.
 LH0068
 LH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0068.See file dsdata.pdf to determine how the superseded data were derived.
 LH0068
 LH0068_MARKER: DB = BENCH MARK DISK
 LH0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0068_STAMPING: A 139 1935
 LH0068_MARK LOGO: CGS
 LH0068_PROJECTION: FLUSH
 LH0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0068+STABILITY: SURFACE MOTION
 LH0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0068+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1988
 LH0068
 LH0068  HISTORY     - Date     Condition        Report By
 LH0068  HISTORY     - 1935     MONUMENTED       CGS
 LH0068  HISTORY     - 19880609 GOOD             NGS
 LH0068
 LH0068                          STATION DESCRIPTION
 LH0068
 LH0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0068'6 MI SW FROM CHAPMAN.
 LH0068'6.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0068'STATION AT CHAPMAN, MERRICK COUNTY, 10 FEET NORTHEAST OF MILEPOST
 LH0068'141, 65 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 LH0068'AND 51.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD
 LH0068'DISK, STAMPED A 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LH0068
 LH0068                          STATION RECOVERY (1988)
 LH0068
 LH0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LH0068'THE MARK WAS RECOVERED IN GOOD CONDITION, 0.16 KM (0.10 MI) EAST AND
 LH0068'SOUTH ALONG 9TH STREET, FROM THE POST OFFICE IN CHAPMAN, THEN RIGHT
 LH0068'AND SOUTHWEST ALONG U.S. HIGHWAY 30 FOR 9.82 KM (6.10 MI) TO THE MARK
 LH0068'ON THE RIGHT, 20.18 M (66.2 FT) NORTHEAST FROM RAILROAD MILEPOST 141,
 LH0068'WHICH IS ON THE SOUTHEAST SIDE OF 2 SETS OF TRACKS, 19.66 M (64.5 FT)
 LH0068'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 15.70 M (51.5 FT)
 LH0068'SOUTHEAST FROM THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, 0.3
 LH0068'M (1.0 FT) SOUTHEAST FROM A WITNESS POST, 0.9 M (3.0 FT) ABOVE THE
 LH0068'HIGHWAY AND IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0419 ***********************************************************************
 LG0419  DESIGNATION -  A 14
 LG0419  PID         -  LG0419
 LG0419  STATE/COUNTY-  NE/SALINE
 LG0419  COUNTRY     -  US
 LG0419  USGS QUAD   -  DORCHESTER (2017)
 LG0419
 LG0419                         *CURRENT SURVEY CONTROL
 LG0419  ______________________________________________________________________
 LG0419* NAD 83(1986) POSITION- 40 38 34.43   (N) 097 06 10.71   (W)   HD_HELD1
 LG0419* NAVD 88 ORTHO HEIGHT -   451.722 (meters)     1482.02  (feet) ADJUSTED
 LG0419  ______________________________________________________________________
 LG0419  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 LG0419  DYNAMIC HEIGHT  -        451.472 (meters)     1481.20  (feet) COMP
 LG0419  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 LG0419
 LG0419  VERT ORDER      -  FIRST     CLASS II
 LG0419
 LG0419.The horizontal coordinates were determined by differentially corrected
 LG0419.hand held GPS observations or other comparable positioning techniques
 LG0419.and have an estimated accuracy of +/- 3 meters.
 LG0419
 LG0419.The orthometric height was determined by differential leveling and
 LG0419.adjusted by the NATIONAL GEODETIC SURVEY
 LG0419.in May 1993.
 LG0419
 LG0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0419.GEOID18 height accuracy estimate available here.
 LG0419
 LG0419.Click photographs - Photos may exist for this station.
 LG0419
 LG0419.The dynamic height is computed by dividing the NAVD 88
 LG0419.geopotential number by the normal gravity value computed on the
 LG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0419.degrees latitude (g = 980.6199 gals.).
 LG0419
 LG0419.The modeled gravity was interpolated from observed gravity values.
 LG0419
 LG0419;                    North         East    Units  Estimated Accuracy
 LG0419;SPC NE       -    93,989.4     744,950.6     MT  (+/- 3 meters HH1 GPS) 
 LG0419
 LG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6040500846(NAD 83)
 LG0419
 LG0419                          SUPERSEDED SURVEY CONTROL
 LG0419
 LG0419  NAVD 88 (06/15/91)  451.741  (m)         1482.09   (f) SUPERSEDED  1 2
 LG0419  NGVD 29 (??/??/92)  451.580  (m)         1481.56   (f) ADJ UNCH    1 2
 LG0419
 LG0419.Superseded values are not recommended for survey control.
 LG0419
 LG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0419.See file dsdata.pdf to determine how the superseded data were derived.
 LG0419
 LG0419_MARKER: DB = BENCH MARK DISK
 LG0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0419_STAMPING: A 14 1933 1481.355
 LG0419_MARK LOGO: CGS
 LG0419_PROJECTION: FLUSH
 LG0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0419+STABILITY: SURFACE MOTION
 LG0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0419+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2016
 LG0419
 LG0419  HISTORY     - Date     Condition        Report By
 LG0419  HISTORY     - 1933     MONUMENTED       CGS
 LG0419  HISTORY     - 1961     GOOD             CGS
 LG0419  HISTORY     - 19911008 GOOD             NGS
 LG0419  HISTORY     - 20161001 GOOD             NEGS
 LG0419
 LG0419                          STATION DESCRIPTION
 LG0419
 LG0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0419'0.7 MI E FROM DORCHESTER.
 LG0419'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0419'FROM THE STATION AT DORCHESTER, 0.3 MILE WEST OF MILEPOST 87,
 LG0419'13 1/2 RAILS WEST OF A SEMAPHORE, 92.3 FEET SOUTHEAST OF A
 LG0419'CROSSING, 27.8 FEET SOUTH OF THE SOUTH RAIL, 23.6 FEET SOUTHEAST
 LG0419'OF A TELEPHONE POLE WITH TWO GUY WIRES, 1.4 FEET WEST OF A METAL
 LG0419'WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE TRACKS, SET IN TOP
 LG0419'OF A SQUARE CONCRETE POST FLUSH.
 LG0419
 LG0419                          STATION RECOVERY (1991)
 LG0419
 LG0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0419'12.5 KM (7.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0419'IN CRETE, 42.6 M (139.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 26.8 M
 LG0419'(87.9 FT) WEST OF UTILITY POLE NUMBER 9, 23.5 M (77.1 FT) EAST OF THE
 LG0419'CENTER OF COUNTY ROAD 1500, 8.5 M (27.9 FT) SOUTH OF THE NEAR RAIL OF
 LG0419'THE BURLINGTON NORTHERN RAILROAD, 7.1 M (23.3 FT) EAST OF A UTILITY
 LG0419'POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LG0419'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 LG0419'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 LG0419
 LG0419                          STATION RECOVERY (2016)
 LG0419
 LG0419'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (RF)
 LG0419'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1211 ***********************************************************************
 NM1211  DESIGNATION -  A 141
 NM1211  PID         -  NM1211
 NM1211  STATE/COUNTY-  NE/STANTON
 NM1211  COUNTRY     -  US
 NM1211  USGS QUAD   -  PILGER (2017)
 NM1211
 NM1211                         *CURRENT SURVEY CONTROL
 NM1211  ______________________________________________________________________
 NM1211* NAD 83(1986) POSITION- 42 00 37.     (N) 097 01 10.     (W)   SCALED
 NM1211* NAVD 88 ORTHO HEIGHT -   426.579 (meters)     1399.53  (feet) ADJUSTED
 NM1211  ______________________________________________________________________
 NM1211  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 NM1211  DYNAMIC HEIGHT  -        426.425 (meters)     1399.03  (feet) COMP
 NM1211  MODELED GRAVITY -    980,248.0   (mgal)                       NAVD 88
 NM1211
 NM1211  VERT ORDER      -  SECOND    CLASS 0
 NM1211
 NM1211.The horizontal coordinates were scaled from a map and have
 NM1211.an estimated accuracy of +/- 6 seconds.
 NM1211
 NM1211.The orthometric height was determined by differential leveling and
 NM1211.adjusted by the NATIONAL GEODETIC SURVEY
 NM1211.in June 1991.
 NM1211
 NM1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1211.GEOID18 height accuracy estimate available here.
 NM1211
 NM1211.Click photographs - Photos may exist for this station.
 NM1211
 NM1211.The dynamic height is computed by dividing the NAVD 88
 NM1211.geopotential number by the normal gravity value computed on the
 NM1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1211.degrees latitude (g = 980.6199 gals.).
 NM1211
 NM1211.The modeled gravity was interpolated from observed gravity values.
 NM1211
 NM1211;                    North         East    Units  Estimated Accuracy
 NM1211;SPC NE       -   245,950.      746,780.      MT  (+/- 180 meters Scaled)
 NM1211
 NM1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM640528(NAD 83)
 NM1211
 NM1211                          SUPERSEDED SURVEY CONTROL
 NM1211
 NM1211  NGVD 29 (??/??/92)  426.420  (m)         1399.01   (f) ADJ UNCH    2 0
 NM1211
 NM1211.Superseded values are not recommended for survey control.
 NM1211
 NM1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1211.See file dsdata.pdf to determine how the superseded data were derived.
 NM1211
 NM1211_MARKER: DB = BENCH MARK DISK
 NM1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1211_STAMPING: A 141 1935
 NM1211_MARK LOGO: CGS
 NM1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1211+STABILITY: SURFACE MOTION
 NM1211
 NM1211  HISTORY     - Date     Condition        Report By
 NM1211  HISTORY     - 1935     MONUMENTED       CGS
 NM1211
 NM1211                          STATION DESCRIPTION
 NM1211
 NM1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1211'1.8 MI E FROM PILGER.
 NM1211'1.8 MI E ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1211'STATION AT PILGER, STANTON COUNTY, 600 FT NE OF MILEPOST 58, 53.5
 NM1211'FT NW OF THE CENTER OF A ROAD CROSSING, 45.5 FT N OF THE N RAIL,
 NM1211'AND 19 FT W OF THE CENTER LINE OF A DIRT ROAD LEADING TO A
 NM1211'FARMHOUSE.  A STANDARD DISK, STAMPED A 141 1935 AND SET IN THE TOP
 NM1211'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0652 ***********************************************************************
 LG0652  DESIGNATION -  A 15
 LG0652  PID         -  LG0652
 LG0652  STATE/COUNTY-  NE/CLAY
 LG0652  COUNTRY     -  US
 LG0652  USGS QUAD   -  SUTTON (2017)
 LG0652
 LG0652                         *CURRENT SURVEY CONTROL
 LG0652  ______________________________________________________________________
 LG0652* NAD 83(1986) POSITION- 40 36 23.     (N) 097 51 41.     (W)   SCALED
 LG0652* NAVD 88 ORTHO HEIGHT -   512.394 (meters)     1681.08  (feet) ADJUSTED
 LG0652  ______________________________________________________________________
 LG0652  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 LG0652  DYNAMIC HEIGHT  -        512.112 (meters)     1680.15  (feet) COMP
 LG0652  MODELED GRAVITY -    980,058.6   (mgal)                       NAVD 88
 LG0652
 LG0652  VERT ORDER      -  FIRST     CLASS II
 LG0652
 LG0652.The horizontal coordinates were scaled from a map and have
 LG0652.an estimated accuracy of +/- 6 seconds.
 LG0652
 LG0652.The orthometric height was determined by differential leveling and
 LG0652.adjusted by the NATIONAL GEODETIC SURVEY
 LG0652.in June 1991.
 LG0652
 LG0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0652.GEOID18 height accuracy estimate available here.
 LG0652
 LG0652.Click photographs - Photos may exist for this station.
 LG0652
 LG0652.The dynamic height is computed by dividing the NAVD 88
 LG0652.geopotential number by the normal gravity value computed on the
 LG0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0652.degrees latitude (g = 980.6199 gals.).
 LG0652
 LG0652.The modeled gravity was interpolated from observed gravity values.
 LG0652
 LG0652;                    North         East    Units  Estimated Accuracy
 LG0652;SPC NE       -    88,070.      680,940.      MT  (+/- 180 meters Scaled)
 LG0652
 LG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK963956(NAD 83)
 LG0652
 LG0652                          SUPERSEDED SURVEY CONTROL
 LG0652
 LG0652  NGVD 29 (??/??/92)  512.197  (m)         1680.43   (f) ADJ UNCH    1 2
 LG0652
 LG0652.Superseded values are not recommended for survey control.
 LG0652
 LG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0652.See file dsdata.pdf to determine how the superseded data were derived.
 LG0652
 LG0652_MARKER: DB = BENCH MARK DISK
 LG0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0652_STAMPING: A 15 1933 1680.420
 LG0652_MARK LOGO: CGS
 LG0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0652+STABILITY: SURFACE MOTION
 LG0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0652+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0652
 LG0652  HISTORY     - Date     Condition        Report By
 LG0652  HISTORY     - 1933     MONUMENTED       CGS
 LG0652  HISTORY     - 1934     GOOD             CGS
 LG0652  HISTORY     - 19911008 GOOD             NGS
 LG0652
 LG0652                          STATION DESCRIPTION
 LG0652
 LG0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0652'AT SUTTON.
 LG0652'AT SUTTON, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0652'RAILROAD, 275 FEET WEST OF THE WEST FACE OF THE STATION, 280
 LG0652'FEET EAST OF MILEPOST 128, 39 FEET SOUTH OF THE CENTERLINE OF
 LG0652'THE MAIN TRACK, AT THE WATER TANK, 6 FEET SOUTH AND 3 FEET
 LG0652'EAST OF THE SOUTH ONE OF THE TWO EAST CONCRETE FOUNDATION PIERS,
 LG0652'AND 5.6 FEET WEST OF THE POINT OF A SWITCH.  A STANDARD DISK,
 LG0652'STAMPED 1680.420 A 15 1933 AND SET IN THE TOP OF A CONCRETE
 LG0652'POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0652
 LG0652                          STATION RECOVERY (1991)
 LG0652
 LG0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0652'0.1 KM (0.05 MI) WESTERLY ALONG EAST FOREST STREET FROM THE POST
 LG0652'OFFICE IN SUTTON, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG SOUTH
 LG0652'SAUNDERS AVENUE, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG THE
 LG0652'BURLINGTON NORTHERN RAILROAD, 87.5 M (287.1 FT) NORTHEAST OF THE
 LG0652'CENTER OF SOUTH JAMES AVENUE, 21.4 M (70.2 FT) NORTHWEST OF UTILITY
 LG0652'POLE NUMBER 21, 16.5 M (54.1 FT) SOUTHWEST OF A SWITCH STAND, 11.0 M
 LG0652'(36.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 4.1 M (13.5
 LG0652'FT) NORTHWEST OF THE NEAR RAIL OF A SIDE TRACK, 0.3 M (1.0 FT) BELOW
 LG0652'THE LEVEL OF THE MAIN TRACK, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS
 LG0652'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LG0652'SURFACE.  NOTE--THE MONUMENT HAS BEEN CHIPPED ON ALL SIDES, BUT IT IS
 LG0652'SOLID IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0060 ***********************************************************************
 LK0060  DESIGNATION -  A 158
 LK0060  PID         -  LK0060
 LK0060  STATE/COUNTY-  NE/CHASE
 LK0060  COUNTRY     -  US
 LK0060  USGS QUAD   -  AMHERST SE (2019)
 LK0060
 LK0060                         *CURRENT SURVEY CONTROL
 LK0060  ______________________________________________________________________
 LK0060* NAD 83(1986) POSITION- 40 34 53.     (N) 102 00 26.     (W)   SCALED
 LK0060* NAVD 88 ORTHO HEIGHT -  1077.713 (meters)     3535.80  (feet) ADJUSTED
 LK0060  ______________________________________________________________________
 LK0060  GEOID HEIGHT    -        -21.561 (meters)                     GEOID18
 LK0060  DYNAMIC HEIGHT  -       1076.955 (meters)     3533.31  (feet) COMP
 LK0060  MODELED GRAVITY -    979,884.8   (mgal)                       NAVD 88
 LK0060
 LK0060  VERT ORDER      -  SECOND    CLASS 0
 LK0060
 LK0060.The horizontal coordinates were scaled from a map and have
 LK0060.an estimated accuracy of +/- 6 seconds.
 LK0060
 LK0060.The orthometric height was determined by differential leveling and
 LK0060.adjusted by the NATIONAL GEODETIC SURVEY
 LK0060.in June 1991.
 LK0060
 LK0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0060.GEOID18 height accuracy estimate available here.
 LK0060
 LK0060.Click photographs - Photos may exist for this station.
 LK0060
 LK0060.The dynamic height is computed by dividing the NAVD 88
 LK0060.geopotential number by the normal gravity value computed on the
 LK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0060.degrees latitude (g = 980.6199 gals.).
 LK0060
 LK0060.The modeled gravity was interpolated from observed gravity values.
 LK0060
 LK0060;                    North         East    Units  Estimated Accuracy
 LK0060;SPC NE       -    85,030.      330,110.      MT  (+/- 180 meters Scaled)
 LK0060
 LK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE533965(NAD 83)
 LK0060
 LK0060                          SUPERSEDED SURVEY CONTROL
 LK0060
 LK0060  NGVD 29 (??/??/92) 1077.268  (m)         3534.34   (f) ADJ UNCH    2 0
 LK0060
 LK0060.Superseded values are not recommended for survey control.
 LK0060
 LK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0060.See file dsdata.pdf to determine how the superseded data were derived.
 LK0060
 LK0060_MARKER: DB = BENCH MARK DISK
 LK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0060_STAMPING: A 158 1934
 LK0060_MARK LOGO: CGS
 LK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0060+STABILITY: SURFACE MOTION
 LK0060
 LK0060  HISTORY     - Date     Condition        Report By
 LK0060  HISTORY     - 1934     MONUMENTED       CGS
 LK0060  HISTORY     - 1968     MARK NOT FOUND   CGS
 LK0060
 LK0060                          STATION DESCRIPTION
 LK0060
 LK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LK0060'15.8 MI E FROM HOLYOKE.
 LK0060'IN CHASE COUNTY, NEBRASKA, 15.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM
 LK0060'THE COURTHOUSE IN HOLYOKE, PHILLIPS COUNTY, COLORADO.  AT A SECTION
 LK0060'CORNER AND A ROAD INTERSECTION, 39 FEET WEST OF THE CENTER LINE OF
 LK0060'THE ROAD LEADING SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE
 LK0060'HIGHWAY, AND INSIDE OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 LK0060'STAMPED A 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0207 ***********************************************************************
 LJ0207  DESIGNATION -  A 159
 LJ0207  PID         -  LJ0207
 LJ0207  STATE/COUNTY-  NE/HAYES
 LJ0207  COUNTRY     -  US
 LJ0207  USGS QUAD   -  HAMLET (2017)
 LJ0207
 LJ0207                         *CURRENT SURVEY CONTROL
 LJ0207  ______________________________________________________________________
 LJ0207* NAD 83(1986) POSITION- 40 22 40.     (N) 101 12 39.     (W)   SCALED
 LJ0207* NAVD 88 ORTHO HEIGHT -   858.663 (meters)     2817.13  (feet) ADJUSTED
 LJ0207  ______________________________________________________________________
 LJ0207  GEOID HEIGHT    -        -22.955 (meters)                     GEOID18
 LJ0207  DYNAMIC HEIGHT  -        858.089 (meters)     2815.25  (feet) COMP
 LJ0207  MODELED GRAVITY -    979,927.7   (mgal)                       NAVD 88
 LJ0207
 LJ0207  VERT ORDER      -  SECOND    CLASS 0
 LJ0207
 LJ0207.The horizontal coordinates were scaled from a map and have
 LJ0207.an estimated accuracy of +/- 6 seconds.
 LJ0207
 LJ0207.The orthometric height was determined by differential leveling and
 LJ0207.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0207.in June 1991.
 LJ0207
 LJ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0207.GEOID18 height accuracy estimate available here.
 LJ0207
 LJ0207.Click photographs - Photos may exist for this station.
 LJ0207
 LJ0207.The dynamic height is computed by dividing the NAVD 88
 LJ0207.geopotential number by the normal gravity value computed on the
 LJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0207.degrees latitude (g = 980.6199 gals.).
 LJ0207
 LJ0207.The modeled gravity was interpolated from observed gravity values.
 LJ0207
 LJ0207;                    North         East    Units  Estimated Accuracy
 LJ0207;SPC NE       -    61,170.      397,190.      MT  (+/- 180 meters Scaled)
 LJ0207
 LJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK123720(NAD 83)
 LJ0207
 LJ0207                          SUPERSEDED SURVEY CONTROL
 LJ0207
 LJ0207  NGVD 29 (??/??/92)  858.321  (m)         2816.01   (f) ADJ UNCH    2 0
 LJ0207
 LJ0207.Superseded values are not recommended for survey control.
 LJ0207
 LJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0207.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0207
 LJ0207_MARKER: DB = BENCH MARK DISK
 LJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0207_STAMPING: A 159 1934
 LJ0207_MARK LOGO: CGS
 LJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0207+STABILITY: SURFACE MOTION
 LJ0207
 LJ0207  HISTORY     - Date     Condition        Report By
 LJ0207  HISTORY     - 1934     MONUMENTED       CGS
 LJ0207
 LJ0207                          STATION DESCRIPTION
 LJ0207
 LJ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0207'1.3 MI E FROM HAMLET.
 LJ0207'1.3 MILES EAST OF RAILROAD STATION AT HAMLET.  AT A RAILROAD
 LJ0207'BRIDGE 23.55 ON CHICAGO, BURLINGTON AND QUINCY RAILROAD, AND
 LJ0207'AT A CROSS ROAD.  1 FOOT EAST OF EAST END OF RAILROAD BRIDGE,
 LJ0207'AND 10 FEET SOUTH OF CENTER LINE OF TRACKS.  93 FEET NORTH AND
 LJ0207'66 FEET EAST OF U.S. GEOLOGICAL SURVEY STREAM GAGING STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0544 ***********************************************************************
 LH0544  DESIGNATION -  A 16
 LH0544  PID         -  LH0544
 LH0544  STATE/COUNTY-  NE/BUFFALO
 LH0544  COUNTRY     -  US
 LH0544  USGS QUAD   -  MILLER SW (2017)
 LH0544
 LH0544                         *CURRENT SURVEY CONTROL
 LH0544  ______________________________________________________________________
 LH0544* NAD 83(1986) POSITION- 40 51 05.52   (N) 099 24 01.49   (W)   HD_HELD1
 LH0544* NAVD 88 ORTHO HEIGHT -   725.423 (meters)     2379.99  (feet) ADJUSTED
 LH0544  ______________________________________________________________________
 LH0544  GEOID HEIGHT    -        -24.001 (meters)                     GEOID18
 LH0544  DYNAMIC HEIGHT  -        725.008 (meters)     2378.63  (feet) COMP
 LH0544  MODELED GRAVITY -    980,027.6   (mgal)                       NAVD 88
 LH0544
 LH0544  VERT ORDER      -  FIRST     CLASS II
 LH0544
 LH0544.The horizontal coordinates were determined by differentially corrected
 LH0544.hand held GPS observations or other comparable positioning techniques
 LH0544.and have an estimated accuracy of +/- 3 meters.
 LH0544
 LH0544.The orthometric height was determined by differential leveling and
 LH0544.adjusted by the NATIONAL GEODETIC SURVEY
 LH0544.in June 1991.
 LH0544
 LH0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0544.GEOID18 height accuracy estimate available here.
 LH0544
 LH0544.Click photographs - Photos may exist for this station.
 LH0544
 LH0544.The dynamic height is computed by dividing the NAVD 88
 LH0544.geopotential number by the normal gravity value computed on the
 LH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0544.degrees latitude (g = 980.6199 gals.).
 LH0544
 LH0544.The modeled gravity was interpolated from observed gravity values.
 LH0544
 LH0544;                    North         East    Units  Estimated Accuracy
 LH0544;SPC NE       -   113,223.4     550,544.9     MT  (+/- 3 meters HH1 GPS) 
 LH0544
 LH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6624922353(NAD 83)
 LH0544
 LH0544                          SUPERSEDED SURVEY CONTROL
 LH0544
 LH0544  NGVD 29 (??/??/92)  725.160  (m)         2379.13   (f) ADJ UNCH    1 2
 LH0544
 LH0544.Superseded values are not recommended for survey control.
 LH0544
 LH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0544.See file dsdata.pdf to determine how the superseded data were derived.
 LH0544
 LH0544_MARKER: DB = BENCH MARK DISK
 LH0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0544_SP_SET: BUILDING
 LH0544_STAMPING: A 16 1933
 LH0544_MARK LOGO: CGS
 LH0544_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0544+STABILITY: SURFACE MOTION
 LH0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0544+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2020
 LH0544
 LH0544  HISTORY     - Date     Condition        Report By
 LH0544  HISTORY     - 1933     MONUMENTED       CGS
 LH0544  HISTORY     - 1967     GOOD             CGS
 LH0544  HISTORY     - 20200324 GOOD             NEGS
 LH0544
 LH0544                          STATION DESCRIPTION
 LH0544
 LH0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0544'10 MI NW FROM ELM CREEK.
 LH0544'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 183 IN
 LH0544'ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO A CROSSROAD.
 LH0544'TURN RIGHT AND GO NORTH ON OLD U.S. HIGHWAY 183 FOR 9.7 MILES
 LH0544'TO THE MARK ON THE RIGHT.  IT IS ABOUT 1/2 MILES SOUTH OF A
 LH0544'SCHOOLHOUSE ON TOP OF A HILL, 300 YARDS SOUTH OF OLD ABANDONED
 LH0544'FARM BUILDINGS 38 FEET EAST OF THE CENTER OF OLD HIGHWAY, 10
 LH0544'FEET EAST OF A T-FENCE CORNER POST, 1.5 FEET SOUTH OF A 1/2
 LH0544'SECTION FENCE LINE, AND PROJECTS 2 INCHES.
 LH0544
 LH0544                          STATION RECOVERY (2020)
 LH0544
 LH0544'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0544'TO REACH FROM THE TOWN OF ELM CREEK, DRIVE WEST ON US 30 TO THE
 LH0544'INTERSECTION WITH US HIGHWAY 183.  TURN RIGHT AND GO NORTH ON HIGHWAY
 LH0544'183 FOR 9.6 MI (15.4 KM) TO THE INTERSECTION WITH 190TH STREET/CAPITOL
 LH0544'HILL ROAD.  TURN LEFT AND GO WEST ON 190TH STREET/CAPITOL HILL ROAD
 LH0544'FOR 0.75 MI (1.21 KM) TO THE INTERSECTION WITH TURKEY CREEK ROAD.
 LH0544'TURN LEFT AND GO SOUTH FOR APPROXIMATELY 0.5 MI (0.8 KM) TO THE MARK
 LH0544'ON THE LEFT.
 LH0544'
 LH0544'IT IS EAST OF A FENCE, 10 FT (3.0 M) EAST OF AN ORANGE FIBERGLASS
 LH0544'WITNESS POST AND 40 FT (12.2 M) EAST OF THE CENTERLINE OF TURKEY CREEK
 LH0544'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0242 ***********************************************************************
 MM0242  DESIGNATION -  A 160 RESET
 MM0242  PID         -  MM0242
 MM0242  STATE/COUNTY-  NE/KEITH
 MM0242  COUNTRY     -  US
 MM0242  USGS QUAD   -  OGALLALA SW (2017)
 MM0242
 MM0242                         *CURRENT SURVEY CONTROL
 MM0242  ______________________________________________________________________
 MM0242* NAD 83(1986) POSITION- 41 05 46.87   (N) 101 43 14.58   (W)   HD_HELD1
 MM0242* NAVD 88 ORTHO HEIGHT -  1006.48  (meters)     3302.1   (feet) RESET
 MM0242  ______________________________________________________________________
 MM0242  GEOID HEIGHT    -        -20.987 (meters)                     GEOID18
 MM0242  VERT ORDER      -  THIRD
 MM0242
 MM0242.The horizontal coordinates were determined by differentially corrected
 MM0242.hand held GPS observations or other comparable positioning techniques
 MM0242.and have an estimated accuracy of +/- 3 meters.
 MM0242
 MM0242.The orthometric height was computed from unverified reset data.
 MM0242
 MM0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0242.GEOID18 height accuracy estimate available here.
 MM0242
 MM0242.Click photographs - Photos may exist for this station.
 MM0242
 MM0242;                    North         East    Units  Estimated Accuracy
 MM0242;SPC NE       -   141,666.1     355,493.4     MT  (+/- 3 meters HH1 GPS) 
 MM0242
 MM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7150553020(NAD 83)
 MM0242
 MM0242                          SUPERSEDED SURVEY CONTROL
 MM0242
 MM0242.No superseded survey control is available for this station.
 MM0242
 MM0242_MARKER: DB = BENCH MARK DISK
 MM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0242_STAMPING: A 160 RESET 1972
 MM0242_MARK LOGO: CGS
 MM0242_PROJECTION: RECESSED 6 CENTIMETERS
 MM0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0242+STABILITY: SURFACE MOTION
 MM0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0242+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2022
 MM0242
 MM0242  HISTORY     - Date     Condition        Report By
 MM0242  HISTORY     - 1972     MONUMENTED       NGS
 MM0242  HISTORY     - 1986     GOOD             NGS
 MM0242  HISTORY     - 20040831 GOOD             NEDR
 MM0242  HISTORY     - 20190603 GOOD             NEGS
 MM0242  HISTORY     - 20200212 GOOD             NEGS
 MM0242  HISTORY     - 20220212 GOOD             WSRR
 MM0242
 MM0242                          STATION DESCRIPTION
 MM0242
 MM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0242'1.9 MI S FROM OGALLALA.
 MM0242'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0242'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO SOUTH
 MM0242'ON HIGHWAY 61 FOR 1.35 MILES TO A DRIVEWAY AND HOUSE ON THE LEFT
 MM0242'AND THE BENCH MARK ON THE RIGHT, 72 FEET WEST OF THE CENTER OF
 MM0242'HIGHWAY 61 AND DUE WEST OF THE DRIVEWAY TO THE FARM HOME, 3 FEET
 MM0242'NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 MM0242'POST.  THE BENCH MARK IS A STANDARD DISK STAMPED A 160 RESET 1972,
 MM0242'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 MM0242'FLUSH WITH THE GROUND SURFACE.
 MM0242
 MM0242                          STATION RECOVERY (1986)
 MM0242
 MM0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0242'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
 MM0242
 MM0242                          STATION RECOVERY (2004)
 MM0242
 MM0242'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JA)
 MM0242'75.0 FEET (22.9 M) WEST OF CENTERLINE OF HIGHWAY 61, 1.2 FEET (0.4 M)
 MM0242'EAST OF WITNESS POST, 6.0 FEET (1.8 M) SOUTH OF SOUTHWEST CORNER OF
 MM0242'TPED, 20 FEET (6.1 M) NORTH OF CENTERLINE OF FARM DRIVE WEST.
 MM0242
 MM0242                          STATION RECOVERY (2019)
 MM0242
 MM0242'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 MM0242'THE 2004 STATION RECOVERY IS ADEQUATE.  IN THE RECOVERY, THE MARK IS
 MM0242'DESCRIBED AS BEING 20 FT (6.1 M) NORTH OF THE CENTERLINE OF A FARM
 MM0242'DRIVE (WEST).  THAT FARM DRIVE IS NOW CHRISTINE DRIVE.
 MM0242
 MM0242                          STATION RECOVERY (2020)
 MM0242
 MM0242'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 MM0242'TO REACH FROM THE JUNCTION OF INTERSTATE 80 AND STATE HIGHWAY 61,
 MM0242'SOUTH OF OGALLALA NEBRASKA, PROCEED SOUTH ON STATE HIGHWAY 61
 MM0242'APPROXIMATELY 1.33 MI (2.14 KM) TO THE MARK ON THE RIGHT (WEST) SIDE
 MM0242'OF HIGHWAY, NEAR A DRIVE.
 MM0242'
 MM0242'IT IS 1.2 FT (0.4 M) EAST OF A FIBERGLASS WITNESS POST, 6.0 FT (1.8 M)
 MM0242'SOUTH OF THE SOUTHWEST CORNER OF TELEPHONE PEDESTAL, 20 FT (6.1 M)
 MM0242'NORTH OF CHRISTINE DRIVE (WEST) NEAR MILE POST 85+06 ON HIGHWAY 61.
 MM0242
 MM0242                          STATION RECOVERY (2022)
 MM0242
 MM0242'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 MM0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0240 ***********************************************************************
 LJ0240  DESIGNATION -  A 162 RESET
 LJ0240  PID         -  LJ0240
 LJ0240  STATE/COUNTY-  NE/DUNDY
 LJ0240  COUNTRY     -  US
 LJ0240  USGS QUAD   -  OUGH (2017)
 LJ0240
 LJ0240                         *CURRENT SURVEY CONTROL
 LJ0240  ______________________________________________________________________
 LJ0240* NAD 83(1986) POSITION- 40 19 17.76   (N) 101 31 55.83   (W)   HD_HELD1
 LJ0240* NAVD 88 ORTHO HEIGHT -  1022.06  (meters)     3353.2   (feet) RESET
 LJ0240  ______________________________________________________________________
 LJ0240  GEOID HEIGHT    -        -22.679 (meters)                     GEOID18
 LJ0240  VERT ORDER      -  THIRD
 LJ0240
 LJ0240.The horizontal coordinates were determined by differentially corrected
 LJ0240.hand held GPS observations or other comparable positioning techniques
 LJ0240.and have an estimated accuracy of +/- 3 meters.
 LJ0240
 LJ0240.The orthometric height was computed from unverified reset data.
 LJ0240
 LJ0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0240.GEOID18 height accuracy estimate available here.
 LJ0240
 LJ0240.Click photographs - Photos may exist for this station.
 LJ0240
 LJ0240;                    North         East    Units  Estimated Accuracy
 LJ0240;SPC NE       -    55,367.2     369,801.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0240
 LJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8486066529(NAD 83)
 LJ0240
 LJ0240                          SUPERSEDED SURVEY CONTROL
 LJ0240
 LJ0240  NGVD 29 (??/??/??) 1021.67   (m)         3351.9    (f) RESET       3  
 LJ0240
 LJ0240.Superseded values are not recommended for survey control.
 LJ0240
 LJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0240.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0240
 LJ0240_MARKER: DB = BENCH MARK DISK
 LJ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0240_STAMPING: A 162 RESET 1962
 LJ0240_MARK LOGO: CGS
 LJ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0240+STABILITY: SURFACE MOTION
 LJ0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0240+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2020
 LJ0240
 LJ0240  HISTORY     - Date     Condition        Report By
 LJ0240  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0240  HISTORY     - 20200224 GOOD             NEGS
 LJ0240
 LJ0240                          STATION DESCRIPTION
 LJ0240
 LJ0240'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0240'9.1 MI S FROM ENDERS.
 LJ0240'9.1 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0240'BURLINGTON AND QUINCY RAILROAD STATION AT ENDERS, CHASE COUNTY,
 LJ0240'45 FEET NORTH OF THE CENTERLINE OF A CROSSROAD, AND 140 FEET
 LJ0240'WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 LJ0240'CONCRETE POST.
 LJ0240
 LJ0240                          STATION RECOVERY (2020)
 LJ0240
 LJ0240'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LJ0240'TO REACH FROM THE EAST JUNCTION OF US-6 AND N-61 (NEAR ENDERS
 LJ0240'RESERVOIR, GO SOUTH ON N-61 APPROXIMATELY 8.13 MI (13.08 KM) TO THE
 LJ0240'INTERSECTION OF HIGHWAY 61 AND CO ROAD 724.
 LJ0240'
 LJ0240'THE MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION, 146.3 FT
 LJ0240'(44.6 M) WEST OF HIGHWAY 61 CENTERLINE, 36.5 FT (11.1 M) NORTH OF CO
 LJ0240'ROAD 724 CENTERLINE, 1.4 FT (0.4 M) EAST OF A METAL WITNESS POST AND
 LJ0240'4.5 FT (1.4 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ROW MARKER
 LJ0240'WITH A GRADER BLADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0190 ***********************************************************************
 LJ0190  DESIGNATION -  A 163 RESET
 LJ0190  PID         -  LJ0190
 LJ0190  STATE/COUNTY-  NE/PERKINS
 LJ0190  COUNTRY     -  US
 LJ0190  USGS QUAD   -  GRAINTON (2017)
 LJ0190
 LJ0190                         *CURRENT SURVEY CONTROL
 LJ0190  ______________________________________________________________________
 LJ0190* NAD 83(1986) POSITION- 40 47 57.     (N) 101 17 05.     (W)   SCALED
 LJ0190* NAVD 88 ORTHO HEIGHT -   987.69  (meters)     3240.4   (feet) RESET
 LJ0190  ______________________________________________________________________
 LJ0190  GEOID HEIGHT    -        -22.152 (meters)                     GEOID18
 LJ0190  VERT ORDER      -  THIRD
 LJ0190
 LJ0190.The horizontal coordinates were scaled from a map and have
 LJ0190.an estimated accuracy of +/- 6 seconds.
 LJ0190
 LJ0190.The orthometric height was computed from unverified reset data.
 LJ0190
 LJ0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0190.GEOID18 height accuracy estimate available here.
 LJ0190
 LJ0190.Click photographs - Photos may exist for this station.
 LJ0190
 LJ0190;                    North         East    Units  Estimated Accuracy
 LJ0190;SPC NE       -   108,040.      391,620.      MT  (+/- 180 meters Scaled)
 LJ0190
 LJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL072189(NAD 83)
 LJ0190
 LJ0190                          SUPERSEDED SURVEY CONTROL
 LJ0190
 LJ0190  NGVD 29 (??/??/??)  987.29   (m)         3239.1    (f) RESET       3  
 LJ0190
 LJ0190.Superseded values are not recommended for survey control.
 LJ0190
 LJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0190.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0190
 LJ0190_MARKER: DB = BENCH MARK DISK
 LJ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0190_STAMPING: A 163 RESET 1940
 LJ0190_MARK LOGO: CGS
 LJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0190+STABILITY: SURFACE MOTION
 LJ0190
 LJ0190  HISTORY     - Date     Condition        Report By
 LJ0190  HISTORY     - 1940     MONUMENTED       NEDR
 LJ0190
 LJ0190                          STATION DESCRIPTION
 LJ0190
 LJ0190'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1940
 LJ0190'1.7 MI S FROM GRAINTON.
 LJ0190'1.7 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE CHICAGO, BURLINGTON
 LJ0190'AND QUINCY RAILROAD STATION AT GRAINTON, AT A CROSS ROAD, 42 FEET
 LJ0190'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET NORTH OF THE
 LJ0190'CENTERLINE OF THE ROAD LEADING WEST.  SET IN THE TOP OF A
 LJ0190'CONCRETE POST.  60 FEET EAST AND 98 FEET NORTH OF THE ORIGINAL
 LJ0190'BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0676 ***********************************************************************
 LH0676  DESIGNATION -  A 166
 LH0676  PID         -  LH0676
 LH0676  STATE/COUNTY-  NE/PHELPS
 LH0676  COUNTRY     -  US
 LH0676  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0676
 LH0676                         *CURRENT SURVEY CONTROL
 LH0676  ______________________________________________________________________
 LH0676* NAD 83(1986) POSITION- 40 26 23.     (N) 099 22 14.     (W)   SCALED
 LH0676* NAVD 88 ORTHO HEIGHT -   711.195 (meters)     2333.31  (feet) ADJUSTED
 LH0676  ______________________________________________________________________
 LH0676  GEOID HEIGHT    -        -24.864 (meters)                     GEOID18
 LH0676  DYNAMIC HEIGHT  -        710.756 (meters)     2331.87  (feet) COMP
 LH0676  MODELED GRAVITY -    979,984.5   (mgal)                       NAVD 88
 LH0676
 LH0676  VERT ORDER      -  SECOND    CLASS 0
 LH0676
 LH0676.The horizontal coordinates were scaled from a map and have
 LH0676.an estimated accuracy of +/- 6 seconds.
 LH0676
 LH0676.The orthometric height was determined by differential leveling and
 LH0676.adjusted by the NATIONAL GEODETIC SURVEY
 LH0676.in June 1991.
 LH0676
 LH0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0676.GEOID18 height accuracy estimate available here.
 LH0676
 LH0676.Click photographs - Photos may exist for this station.
 LH0676
 LH0676.The dynamic height is computed by dividing the NAVD 88
 LH0676.geopotential number by the normal gravity value computed on the
 LH0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0676.degrees latitude (g = 980.6199 gals.).
 LH0676
 LH0676.The modeled gravity was interpolated from observed gravity values.
 LH0676
 LH0676;                    North         East    Units  Estimated Accuracy
 LH0676;SPC NE       -    67,520.      553,400.      MT  (+/- 180 meters Scaled)
 LH0676
 LH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK685766(NAD 83)
 LH0676
 LH0676                          SUPERSEDED SURVEY CONTROL
 LH0676
 LH0676  NGVD 29 (??/??/92)  710.918  (m)         2332.40   (f) ADJ UNCH    2 0
 LH0676
 LH0676.Superseded values are not recommended for survey control.
 LH0676
 LH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0676.See file dsdata.pdf to determine how the superseded data were derived.
 LH0676
 LH0676_MARKER: DB = BENCH MARK DISK
 LH0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0676_STAMPING: A 166 1934
 LH0676_MARK LOGO: CGS
 LH0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0676+STABILITY: SURFACE MOTION
 LH0676
 LH0676  HISTORY     - Date     Condition        Report By
 LH0676  HISTORY     - 1934     MONUMENTED       CGS
 LH0676
 LH0676                          STATION DESCRIPTION
 LH0676
 LH0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0676'AT HOLDREGE.
 LH0676'AT HOLDREGE, PHELPS COUNTY, AT THE INTERSECTION OF SIXTH AVENUE
 LH0676'AND WEST AVENUE, 66 FEET SOUTH OF SIXTH AVENUE, 57 FEET EAST
 LH0676'OF THE CENTERLINE OF WEST AVENUE, AT THE COURTHOUSE, 99 FEET
 LH0676'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND IN THE
 LH0676'NORTHWEST CORNER OF THE LAWN.  A STANDARD DISK, STAMPED A 166
 LH0676'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0688 ***********************************************************************
 LH0688  DESIGNATION -  A 168
 LH0688  PID         -  LH0688
 LH0688  STATE/COUNTY-  NE/KEARNEY
 LH0688  COUNTRY     -  US
 LH0688  USGS QUAD   -  AXTELL EAST (2017)
 LH0688
 LH0688                         *CURRENT SURVEY CONTROL
 LH0688  ______________________________________________________________________
 LH0688* NAD 83(1986) POSITION- 40 29 00.78   (N) 099 05 05.78   (W)   HD_HELD1
 LH0688* NAVD 88 ORTHO HEIGHT -   674.675 (meters)     2213.50  (feet) ADJUSTED
 LH0688  ______________________________________________________________________
 LH0688  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 LH0688  DYNAMIC HEIGHT  -        674.265 (meters)     2212.15  (feet) COMP
 LH0688  MODELED GRAVITY -    979,996.3   (mgal)                       NAVD 88
 LH0688
 LH0688  VERT ORDER      -  SECOND    CLASS 0
 LH0688
 LH0688.The horizontal coordinates were determined by differentially corrected
 LH0688.hand held GPS observations or other comparable positioning techniques
 LH0688.and have an estimated accuracy of +/- 3 meters.
 LH0688
 LH0688.The orthometric height was determined by differential leveling and
 LH0688.adjusted by the NATIONAL GEODETIC SURVEY
 LH0688.in June 1991.
 LH0688
 LH0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0688.GEOID18 height accuracy estimate available here.
 LH0688
 LH0688.Click photographs - Photos may exist for this station.
 LH0688
 LH0688.The dynamic height is computed by dividing the NAVD 88
 LH0688.geopotential number by the normal gravity value computed on the
 LH0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0688.degrees latitude (g = 980.6199 gals.).
 LH0688
 LH0688.The modeled gravity was interpolated from observed gravity values.
 LH0688
 LH0688;                    North         East    Units  Estimated Accuracy
 LH0688;SPC NE       -    72,604.5     577,570.9     MT  (+/- 3 meters HH1 GPS) 
 LH0688
 LH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9280181432(NAD 83)
 LH0688
 LH0688                          SUPERSEDED SURVEY CONTROL
 LH0688
 LH0688  NGVD 29 (??/??/92)  674.403  (m)         2212.60   (f) ADJ UNCH    2 0
 LH0688
 LH0688.Superseded values are not recommended for survey control.
 LH0688
 LH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0688.See file dsdata.pdf to determine how the superseded data were derived.
 LH0688
 LH0688_MARKER: DB = BENCH MARK DISK
 LH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0688_STAMPING: A 168 1934
 LH0688_MARK LOGO: CGS
 LH0688_PROJECTION: RECESSED 30 CENTIMETERS
 LH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0688+STABILITY: SURFACE MOTION
 LH0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0688+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 LH0688
 LH0688  HISTORY     - Date     Condition        Report By
 LH0688  HISTORY     - 1934     MONUMENTED       CGS
 LH0688  HISTORY     - 1941     GOOD             CGS
 LH0688  HISTORY     - 20190618 GOOD             NEGS
 LH0688  HISTORY     - 20200520 GOOD             NEGS
 LH0688
 LH0688                          STATION DESCRIPTION
 LH0688
 LH0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0688'2.1 MI E FROM AXTELL.
 LH0688'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0688'FROM THE ROAD CROSSING ONE BLOCK EAST OF THE STATION AT AXTELL,
 LH0688'KEARNEY COUNTY, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTERLINE
 LH0688'OF THE ROAD.  49 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LH0688'AND AT THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 44.
 LH0688'A STANDARD DISK, STAMPED A 168 1934 AND SET IN THE TOP OF A
 LH0688'CONCRETE POST.
 LH0688
 LH0688                          STATION RECOVERY (2019)
 LH0688
 LH0688'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LH0688'TO REACH FROM THE INTERSECTION OF U.S. 6/34 AND MAIN STREET IN AXTELL,
 LH0688'NEBRASKA, GO APPROXIMATELY 2.25 MI (3.62 KM) EAST-NORTHEAST ON
 LH0688'U.S.6/34 TO THE INTERSECTION WHERE NE HIGHWAY 44 TURNS NORTH.  TURN
 LH0688'RIGHT (SOUTH) AND GO APPROXIMATELY 0.03 MI (0.05 KM) TO STATION ON THE
 LH0688'RIGHT (WEST).
 LH0688'
 LH0688'THE STATION IS APPROXIMATELY 38 FT (11.6 M) WEST OF COUNTY ROAD 25, 10
 LH0688'FT (3.0 M) NORTH OF THE CENTERLINE OF A FIELD DRIVE (WEST), 6.9 FT
 LH0688'(2.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF RAILROAD CONTROL SHACK
 LH0688'AND 50.6 FT (15.4 M) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE SOUTH
 LH0688'RAIL OF TRACK.
 LH0688
 LH0688                          STATION RECOVERY (2020)
 LH0688
 LH0688'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0688'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND SECOND AVENUE CO.
 LH0688'IN AXTELL NE., GO NORTHEAST ON U.S. 6 FOR 2 MI (3.2 KM) TO THE
 LH0688'INTERSECTION WITH CO. ROAD 25.  TURN RIGHT AND GO SOUTH ON CO. ROAD 25
 LH0688'FOR 120 FT (36.6 M) ACROSS A SET OF RAILROAD TRACKS AND TO THE MARK ON
 LH0688'THE RIGHT (WEST).
 LH0688'
 LH0688'THE MARK IS LOCATED IN A ROCK PARKING AREA NEAR A SILVER METAL
 LH0688'BUILDING.  MAGNETIC MATERIAL IS REPORTED TO BE BY THE MARK BUT IS NOT
 LH0688'SPECIFIC.  THE MARK IS 141 FT (43.0 M) SOUTH OF THE CENTERLINE OF U.S.
 LH0688'HIGHWAY 6, 38 FT (11.6 M) WEST OF THE CENTERLINE OF CO. ROAD 25, 50 FT
 LH0688'(15.2 M) THE SOUTH RAIL, 7 FT (2.1 M) SOUTHWEST CORNER F THE METAL
 LH0688'BUILDING AND IS 1.0 FT (0.3 M) EAST OF AN FIBERGLASS WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0342 ***********************************************************************
 LH0342  DESIGNATION -  A 169
 LH0342  PID         -  LH0342
 LH0342  STATE/COUNTY-  NE/FRANKLIN
 LH0342  COUNTRY     -  US
 LH0342  USGS QUAD   -  FRANKLIN (2017)
 LH0342
 LH0342                         *CURRENT SURVEY CONTROL
 LH0342  ______________________________________________________________________
 LH0342* NAD 83(1986) POSITION- 40 06 03.     (N) 098 57 17.     (W)   SCALED
 LH0342* NAVD 88 ORTHO HEIGHT -   574.358 (meters)     1884.37  (feet) ADJUSTED
 LH0342  ______________________________________________________________________
 LH0342  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 LH0342  DYNAMIC HEIGHT  -        573.995 (meters)     1883.18  (feet) COMP
 LH0342  MODELED GRAVITY -    979,976.5   (mgal)                       NAVD 88
 LH0342
 LH0342  VERT ORDER      -  SECOND    CLASS 0
 LH0342
 LH0342.The horizontal coordinates were scaled from a map and have
 LH0342.an estimated accuracy of +/- 6 seconds.
 LH0342
 LH0342.The orthometric height was determined by differential leveling and
 LH0342.adjusted by the NATIONAL GEODETIC SURVEY
 LH0342.in June 1991.
 LH0342
 LH0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0342.GEOID18 height accuracy estimate available here.
 LH0342
 LH0342.Click photographs - Photos may exist for this station.
 LH0342
 LH0342.The dynamic height is computed by dividing the NAVD 88
 LH0342.geopotential number by the normal gravity value computed on the
 LH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0342.degrees latitude (g = 980.6199 gals.).
 LH0342
 LH0342.The modeled gravity was interpolated from observed gravity values.
 LH0342
 LH0342;                    North         East    Units  Estimated Accuracy
 LH0342;SPC NE       -    30,240.      589,120.      MT  (+/- 180 meters Scaled)
 LH0342
 LH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK038389(NAD 83)
 LH0342
 LH0342                          SUPERSEDED SURVEY CONTROL
 LH0342
 LH0342  NGVD 29 (??/??/92)  574.114  (m)         1883.57   (f) ADJ UNCH    2 0
 LH0342
 LH0342.Superseded values are not recommended for survey control.
 LH0342
 LH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0342.See file dsdata.pdf to determine how the superseded data were derived.
 LH0342
 LH0342_MARKER: DB = BENCH MARK DISK
 LH0342_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0342+WITH SETTING: PAVEMENT
 LH0342_SP_SET: TOWER FOOTING
 LH0342_STAMPING: A 169 1933
 LH0342_MARK LOGO: CGS
 LH0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0342+STABILITY: SURFACE MOTION
 LH0342
 LH0342  HISTORY     - Date     Condition        Report By
 LH0342  HISTORY     - 1933     MONUMENTED       CGS
 LH0342
 LH0342                          STATION DESCRIPTION
 LH0342
 LH0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0342'AT FRANKLIN.
 LH0342'AT FRANKLIN, FRANKLIN COUNTY, AT THE CITY WATER TOWER, AND IN
 LH0342'THE TOP OF THE CONCRETE FOOTING OF THE SOUTHEAST SUPPORT.  A
 LH0342'STANDARD DISK, STAMPED A 169 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0672 ***********************************************************************
 ML0672  DESIGNATION -  A 17
 ML0672  PID         -  ML0672
 ML0672  STATE/COUNTY-  NE/CUSTER
 ML0672  COUNTRY     -  US
 ML0672  USGS QUAD   -  WESTERVILLE (2017)
 ML0672
 ML0672                         *CURRENT SURVEY CONTROL
 ML0672  ______________________________________________________________________
 ML0672* NAD 83(1986) POSITION- 41 28 27.     (N) 099 23 09.     (W)   SCALED
 ML0672* NAVD 88 ORTHO HEIGHT -   742.561 (meters)     2436.22  (feet) ADJUSTED
 ML0672  ______________________________________________________________________
 ML0672  GEOID HEIGHT    -        -23.120 (meters)                     GEOID18
 ML0672  DYNAMIC HEIGHT  -        742.179 (meters)     2434.97  (feet) COMP
 ML0672  MODELED GRAVITY -    980,085.0   (mgal)                       NAVD 88
 ML0672
 ML0672  VERT ORDER      -  FIRST     CLASS II
 ML0672
 ML0672.The horizontal coordinates were scaled from a map and have
 ML0672.an estimated accuracy of +/- 6 seconds.
 ML0672
 ML0672.The orthometric height was determined by differential leveling and
 ML0672.adjusted by the NATIONAL GEODETIC SURVEY
 ML0672.in June 1991.
 ML0672
 ML0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0672.GEOID18 height accuracy estimate available here.
 ML0672
 ML0672.Click photographs - Photos may exist for this station.
 ML0672
 ML0672.The dynamic height is computed by dividing the NAVD 88
 ML0672.geopotential number by the normal gravity value computed on the
 ML0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0672.degrees latitude (g = 980.6199 gals.).
 ML0672
 ML0672.The modeled gravity was interpolated from observed gravity values.
 ML0672
 ML0672;                    North         East    Units  Estimated Accuracy
 ML0672;SPC NE       -   182,360.      551,280.      MT  (+/- 180 meters Scaled)
 ML0672
 ML0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677914(NAD 83)
 ML0672
 ML0672                          SUPERSEDED SURVEY CONTROL
 ML0672
 ML0672  NGVD 29 (??/??/92)  742.313  (m)         2435.41   (f) ADJ UNCH    1 2
 ML0672
 ML0672.Superseded values are not recommended for survey control.
 ML0672
 ML0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0672.See file dsdata.pdf to determine how the superseded data were derived.
 ML0672
 ML0672_MARKER: DB = BENCH MARK DISK
 ML0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0672_STAMPING: A 17 1933
 ML0672_MARK LOGO: CGS
 ML0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0672+STABILITY: SURFACE MOTION
 ML0672
 ML0672  HISTORY     - Date     Condition        Report By
 ML0672  HISTORY     - 1933     MONUMENTED       CGS
 ML0672  HISTORY     - 1934     GOOD             LOCENG
 ML0672
 ML0672                          STATION DESCRIPTION
 ML0672
 ML0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0672'11.9 MI S FROM SARGENT.
 ML0672'12.3 MILES NORTH OF ANSLEY, 0.5 MILE NORTH OF CROSS-ROAD LEADING
 ML0672'TO WEISSERT, NEBR.  IT IS 0.5 MILE NORTH OF WHITE HOUSE OF HWY.
 ML0672'OWNED BY S.D. HUNLBURT AND IS 0.3 MILE SOUTH OF WHITE HOUSE AND
 ML0672'RED BARN EAST OF HWY. OWNED BY J.H. HOHMAN.  IT IS 35 FT. WEST
 ML0672'OF HWY. 83, 2 FT. WEST OF FENCE AND 20 FT. SOUTH OF FENCE
 ML0672'CORNER.
 ML0672
 ML0672                          STATION RECOVERY (1934)
 ML0672
 ML0672'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 ML0672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0673 ***********************************************************************
 ML0673  DESIGNATION -  A 17 RESET
 ML0673  PID         -  ML0673
 ML0673  STATE/COUNTY-  NE/CUSTER
 ML0673  COUNTRY     -  US
 ML0673  USGS QUAD   -  WESTERVILLE (2017)
 ML0673
 ML0673                         *CURRENT SURVEY CONTROL
 ML0673  ______________________________________________________________________
 ML0673* NAD 83(1986) POSITION- 41 28 27.41   (N) 099 23 10.15   (W)   HD_HELD1
 ML0673* NAVD 88 ORTHO HEIGHT -   742.84  (meters)     2437.1   (feet) RESET
 ML0673  ______________________________________________________________________
 ML0673  GEOID HEIGHT    -        -23.120 (meters)                     GEOID18
 ML0673  VERT ORDER      -  THIRD
 ML0673
 ML0673.The horizontal coordinates were determined by differentially corrected
 ML0673.hand held GPS observations or other comparable positioning techniques
 ML0673.and have an estimated accuracy of +/- 3 meters.
 ML0673
 ML0673.The orthometric height was computed from unverified reset data.
 ML0673
 ML0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0673.GEOID18 height accuracy estimate available here.
 ML0673
 ML0673.Click photographs - Photos may exist for this station.
 ML0673
 ML0673;                    North         East    Units  Estimated Accuracy
 ML0673;SPC NE       -   182,368.5     551,256.2     MT  (+/- 3 meters HH1 GPS) 
 ML0673
 ML0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6775791480(NAD 83)
 ML0673
 ML0673                          SUPERSEDED SURVEY CONTROL
 ML0673
 ML0673  NGVD 29 (??/??/??)  742.59   (m)         2436.3    (f) RESET       3  
 ML0673
 ML0673.Superseded values are not recommended for survey control.
 ML0673
 ML0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0673.See file dsdata.pdf to determine how the superseded data were derived.
 ML0673
 ML0673_MARKER: DB = BENCH MARK DISK
 ML0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0673_STAMPING: A 17 RESET 1960
 ML0673_MARK LOGO: CGS
 ML0673_PROJECTION: FLUSH
 ML0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0673+STABILITY: SURFACE MOTION
 ML0673
 ML0673  HISTORY     - Date     Condition        Report By
 ML0673  HISTORY     - 1960     MONUMENTED       CGS
 ML0673
 ML0673                          STATION DESCRIPTION
 ML0673
 ML0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ML0673'12.2 MI S FROM SARGENT.
 ML0673'ABOUT 12-1/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM SARGENT,
 ML0673'ABOUT 1/2 MILE NORTH OF A CROSSROAD LEADING TO WEISSERT, ABOUT
 ML0673'0.3 MILE SOUTH OF A HOUSE OWNED BY JAMES SLEGEL, 83 FEET WEST
 ML0673'OF THE CENTERLINE OF THE HIGHWAY, 101 FEET SOUTH OF A TELEPHONE
 ML0673'POLE, ONE FOOT EAST OF A RIGHT-OF-WAY MARKER IN LINE WITH THE
 ML0673'FENCE LINE AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 ML0673'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0305 ***********************************************************************
 LH0305  DESIGNATION -  A 170
 LH0305  PID         -  LH0305
 LH0305  STATE/COUNTY-  NE/WEBSTER
 LH0305  COUNTRY     -  US
 LH0305  USGS QUAD   -  LAWRENCE (2017)
 LH0305
 LH0305                         *CURRENT SURVEY CONTROL
 LH0305  ______________________________________________________________________
 LH0305* NAD 83(1986) POSITION- 40 17 13.     (N) 098 21 50.     (W)   SCALED
 LH0305* NAVD 88 ORTHO HEIGHT -   594.395 (meters)     1950.11  (feet) ADJUSTED
 LH0305  ______________________________________________________________________
 LH0305  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 LH0305  DYNAMIC HEIGHT  -        594.035 (meters)     1948.93  (feet) COMP
 LH0305  MODELED GRAVITY -    980,000.6   (mgal)                       NAVD 88
 LH0305
 LH0305  VERT ORDER      -  SECOND    CLASS 0
 LH0305
 LH0305.The horizontal coordinates were scaled from a map and have
 LH0305.an estimated accuracy of +/- 6 seconds.
 LH0305
 LH0305.The orthometric height was determined by differential leveling and
 LH0305.adjusted by the NATIONAL GEODETIC SURVEY
 LH0305.in June 1991.
 LH0305
 LH0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0305.GEOID18 height accuracy estimate available here.
 LH0305
 LH0305.Click photographs - Photos may exist for this station.
 LH0305
 LH0305.The dynamic height is computed by dividing the NAVD 88
 LH0305.geopotential number by the normal gravity value computed on the
 LH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0305.degrees latitude (g = 980.6199 gals.).
 LH0305
 LH0305.The modeled gravity was interpolated from observed gravity values.
 LH0305
 LH0305;                    North         East    Units  Estimated Accuracy
 LH0305;SPC NE       -    51,680.      639,100.      MT  (+/- 180 meters Scaled)
 LH0305
 LH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK540598(NAD 83)
 LH0305
 LH0305                          SUPERSEDED SURVEY CONTROL
 LH0305
 LH0305  NGVD 29 (??/??/92)  594.158  (m)         1949.33   (f) ADJ UNCH    2 0
 LH0305
 LH0305.Superseded values are not recommended for survey control.
 LH0305
 LH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0305.See file dsdata.pdf to determine how the superseded data were derived.
 LH0305
 LH0305_MARKER: DB = BENCH MARK DISK
 LH0305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0305_SP_SET: BUILDING WALL
 LH0305_STAMPING: A 170 1934
 LH0305_MARK LOGO: CGS
 LH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0305+STABILITY: SURFACE MOTION
 LH0305
 LH0305  HISTORY     - Date     Condition        Report By
 LH0305  HISTORY     - 1934     MONUMENTED       CGS
 LH0305
 LH0305                          STATION DESCRIPTION
 LH0305
 LH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0305'6.1 MI E FROM BLUE HILL.
 LH0305'6.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0305'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, AT ROSEMONT,
 LH0305'AT THE SOUTHWEST CORNER OF A BRICK BUILDING OWNED IN 1934 BY
 LH0305'MRS. L. CURE, IN THE BRICK WALL, 1 FOOT EAST OF THE MAIN
 LH0305'ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 LH0305'STAMPED A 170 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0608 ***********************************************************************
 LG0608  DESIGNATION -  A 171
 LG0608  PID         -  LG0608
 LG0608  STATE/COUNTY-  NE/THAYER
 LG0608  COUNTRY     -  US
 LG0608  USGS QUAD   -  HEBRON (2017)
 LG0608
 LG0608                         *CURRENT SURVEY CONTROL
 LG0608  ______________________________________________________________________
 LG0608* NAD 83(1986) POSITION- 40 14 56.     (N) 097 32 20.     (W)   SCALED
 LG0608* NAVD 88 ORTHO HEIGHT -   453.322 (meters)     1487.27  (feet) ADJUSTED
 LG0608  ______________________________________________________________________
 LG0608  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 LG0608  DYNAMIC HEIGHT  -        453.057 (meters)     1486.40  (feet) COMP
 LG0608  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 LG0608
 LG0608  VERT ORDER      -  SECOND    CLASS 0
 LG0608
 LG0608.The horizontal coordinates were scaled from a map and have
 LG0608.an estimated accuracy of +/- 6 seconds.
 LG0608
 LG0608.The orthometric height was determined by differential leveling and
 LG0608.adjusted by the NATIONAL GEODETIC SURVEY
 LG0608.in June 1991.
 LG0608
 LG0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0608.GEOID18 height accuracy estimate available here.
 LG0608
 LG0608.Click photographs - Photos may exist for this station.
 LG0608
 LG0608.The dynamic height is computed by dividing the NAVD 88
 LG0608.geopotential number by the normal gravity value computed on the
 LG0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0608.degrees latitude (g = 980.6199 gals.).
 LG0608
 LG0608.The modeled gravity was interpolated from observed gravity values.
 LG0608
 LG0608;                    North         East    Units  Estimated Accuracy
 LG0608;SPC NE       -    49,120.      709,350.      MT  (+/- 180 meters Scaled)
 LG0608
 LG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK242564(NAD 83)
 LG0608
 LG0608                          SUPERSEDED SURVEY CONTROL
 LG0608
 LG0608  NGVD 29 (??/??/92)  453.147  (m)         1486.70   (f) ADJ UNCH    2 0
 LG0608
 LG0608.Superseded values are not recommended for survey control.
 LG0608
 LG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0608.See file dsdata.pdf to determine how the superseded data were derived.
 LG0608
 LG0608_MARKER: DB = BENCH MARK DISK
 LG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0608_STAMPING: A 171 1934
 LG0608_MARK LOGO: CGS
 LG0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0608+STABILITY: SURFACE MOTION
 LG0608
 LG0608  HISTORY     - Date     Condition        Report By
 LG0608  HISTORY     - 1934     MONUMENTED       CGS
 LG0608  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0608
 LG0608                          STATION DESCRIPTION
 LG0608
 LG0608'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0608'1 MI E FROM BELVIDERE.
 LG0608'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0608'AT BELVIDERE, THAYER COUNTY, NEAR CULVERT 175+53, AT A ROAD
 LG0608'CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 15
 LG0608'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LG0608'A 171 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 LG0608'TRACK HAS BEEN RAISED AND THE MARK APPEARS TO HAVE BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0631 ***********************************************************************
 LG0631  DESIGNATION -  A 172
 LG0631  PID         -  LG0631
 LG0631  STATE/COUNTY-  NE/THAYER
 LG0631  COUNTRY     -  US
 LG0631  USGS QUAD   -  BYRON (2017)
 LG0631
 LG0631                         *CURRENT SURVEY CONTROL
 LG0631  ______________________________________________________________________
 LG0631* NAD 83(1986) POSITION- 40 00 09.     (N) 097 45 54.     (W)   SCALED
 LG0631* NAVD 88 ORTHO HEIGHT -   510.238 (meters)     1674.01  (feet) ADJUSTED
 LG0631  ______________________________________________________________________
 LG0631  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 LG0631  DYNAMIC HEIGHT  -        509.944 (meters)     1673.04  (feet) COMP
 LG0631  MODELED GRAVITY -    980,034.3   (mgal)                       NAVD 88
 LG0631
 LG0631  VERT ORDER      -  SECOND    CLASS 0
 LG0631
 LG0631.The horizontal coordinates were scaled from a map and have
 LG0631.an estimated accuracy of +/- 6 seconds.
 LG0631
 LG0631.The orthometric height was determined by differential leveling and
 LG0631.adjusted by the NATIONAL GEODETIC SURVEY
 LG0631.in June 1991.
 LG0631
 LG0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0631.GEOID18 height accuracy estimate available here.
 LG0631
 LG0631.Click photographs - Photos may exist for this station.
 LG0631
 LG0631.The dynamic height is computed by dividing the NAVD 88
 LG0631.geopotential number by the normal gravity value computed on the
 LG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0631.degrees latitude (g = 980.6199 gals.).
 LG0631
 LG0631.The modeled gravity was interpolated from observed gravity values.
 LG0631
 LG0631;                    North         East    Units  Estimated Accuracy
 LG0631;SPC NE       -    21,250.      690,830.      MT  (+/- 180 meters Scaled)
 LG0631
 LG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK054287(NAD 83)
 LG0631
 LG0631                          SUPERSEDED SURVEY CONTROL
 LG0631
 LG0631  NGVD 29 (??/??/92)  510.075  (m)         1673.47   (f) ADJ UNCH    2 0
 LG0631
 LG0631.Superseded values are not recommended for survey control.
 LG0631
 LG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0631.See file dsdata.pdf to determine how the superseded data were derived.
 LG0631
 LG0631_MARKER: DB = BENCH MARK DISK
 LG0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0631_STAMPING: A 172 1934
 LG0631_MARK LOGO: CGS
 LG0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0631+STABILITY: SURFACE MOTION
 LG0631
 LG0631  HISTORY     - Date     Condition        Report By
 LG0631  HISTORY     - 1934     MONUMENTED       CGS
 LG0631
 LG0631                          STATION DESCRIPTION
 LG0631
 LG0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0631'AT BYRON.
 LG0631'AT BYRON, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0631'RAILROAD, 400 YARDS EAST OF THE STATION, 10 RAILS WEST OF A ROAD
 LG0631'CROSSING, AND 33 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 LG0631'A STANDARD DISK, STAMPED A 172 1934 AND SET IN THE TOP OF A CONCRETE
 LG0631'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0676 ***********************************************************************
 LG0676  DESIGNATION -  A 173
 LG0676  PID         -  LG0676
 LG0676  STATE/COUNTY-  NE/FILLMORE
 LG0676  COUNTRY     -  US
 LG0676  USGS QUAD   -  GENEVA (2017)
 LG0676
 LG0676                         *CURRENT SURVEY CONTROL
 LG0676  ______________________________________________________________________
 LG0676* NAD 83(1986) POSITION- 40 31 18.     (N) 097 36 24.     (W)   SCALED
 LG0676* NAVD 88 ORTHO HEIGHT -   502.104 (meters)     1647.32  (feet) ADJUSTED
 LG0676  ______________________________________________________________________
 LG0676  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 LG0676  DYNAMIC HEIGHT  -        501.818 (meters)     1646.38  (feet) COMP
 LG0676  MODELED GRAVITY -    980,041.3   (mgal)                       NAVD 88
 LG0676
 LG0676  VERT ORDER      -  SECOND    CLASS 0
 LG0676
 LG0676.The horizontal coordinates were scaled from a map and have
 LG0676.an estimated accuracy of +/- 6 seconds.
 LG0676
 LG0676.The orthometric height was determined by differential leveling and
 LG0676.adjusted by the NATIONAL GEODETIC SURVEY
 LG0676.in June 1991.
 LG0676
 LG0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0676.GEOID18 height accuracy estimate available here.
 LG0676
 LG0676.Click photographs - Photos may exist for this station.
 LG0676
 LG0676.The dynamic height is computed by dividing the NAVD 88
 LG0676.geopotential number by the normal gravity value computed on the
 LG0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0676.degrees latitude (g = 980.6199 gals.).
 LG0676
 LG0676.The modeled gravity was interpolated from observed gravity values.
 LG0676
 LG0676;                    North         East    Units  Estimated Accuracy
 LG0676;SPC NE       -    79,230.      702,750.      MT  (+/- 180 meters Scaled)
 LG0676
 LG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK180865(NAD 83)
 LG0676
 LG0676                          SUPERSEDED SURVEY CONTROL
 LG0676
 LG0676  NGVD 29 (??/??/92)  501.922  (m)         1646.72   (f) ADJ UNCH    2 0
 LG0676
 LG0676.Superseded values are not recommended for survey control.
 LG0676
 LG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0676.See file dsdata.pdf to determine how the superseded data were derived.
 LG0676
 LG0676_MARKER: DB = BENCH MARK DISK
 LG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0676_STAMPING: A 173 1934
 LG0676_MARK LOGO: CGS
 LG0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0676+STABILITY: SURFACE MOTION
 LG0676
 LG0676  HISTORY     - Date     Condition        Report By
 LG0676  HISTORY     - 1934     MONUMENTED       CGS
 LG0676
 LG0676                          STATION DESCRIPTION
 LG0676
 LG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0676'AT GENEVA.
 LG0676'AT GENEVA, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0676'QUINCY RAILROAD, ABOUT 1/4 MILE SOUTH OF THE STATION, AT A
 LG0676'ROAD CROSSING, 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LG0676'AND 27 FEET EAST OF THE CENTER LINE OF THE TRACK.  SET IN THE
 LG0676'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0227 ***********************************************************************
 LG0227  DESIGNATION -  A 174
 LG0227  PID         -  LG0227
 LG0227  STATE/COUNTY-  NE/GAGE
 LG0227  COUNTRY     -  US
 LG0227  USGS QUAD   -  BARNESTON (2017)
 LG0227
 LG0227                         *CURRENT SURVEY CONTROL
 LG0227  ______________________________________________________________________
 LG0227* NAD 83(1986) POSITION- 40 02 15.     (N) 096 34 37.     (W)   SCALED
 LG0227* NAVD 88 ORTHO HEIGHT -   362.909 (meters)     1190.64  (feet) ADJUSTED
 LG0227  ______________________________________________________________________
 LG0227  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 LG0227  DYNAMIC HEIGHT  -        362.712 (meters)     1190.00  (feet) COMP
 LG0227  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 LG0227
 LG0227  VERT ORDER      -  SECOND    CLASS 0
 LG0227
 LG0227.The horizontal coordinates were scaled from a map and have
 LG0227.an estimated accuracy of +/- 6 seconds.
 LG0227
 LG0227.The orthometric height was determined by differential leveling and
 LG0227.adjusted by the NATIONAL GEODETIC SURVEY
 LG0227.in June 1991.
 LG0227
 LG0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0227.GEOID18 height accuracy estimate available here.
 LG0227
 LG0227.Click photographs - Photos may exist for this station.
 LG0227
 LG0227.The dynamic height is computed by dividing the NAVD 88
 LG0227.geopotential number by the normal gravity value computed on the
 LG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0227.degrees latitude (g = 980.6199 gals.).
 LG0227
 LG0227.The modeled gravity was interpolated from observed gravity values.
 LG0227
 LG0227;                    North         East    Units  Estimated Accuracy
 LG0227;SPC NE       -    28,450.      792,070.      MT  (+/- 180 meters Scaled)
 LG0227
 LG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK067347(NAD 83)
 LG0227
 LG0227                          SUPERSEDED SURVEY CONTROL
 LG0227
 LG0227  NGVD 29 (??/??/92)  362.802  (m)         1190.29   (f) ADJ UNCH    2 0
 LG0227
 LG0227.Superseded values are not recommended for survey control.
 LG0227
 LG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0227.See file dsdata.pdf to determine how the superseded data were derived.
 LG0227
 LG0227_MARKER: DB = BENCH MARK DISK
 LG0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0227_SP_SET: PIER
 LG0227_STAMPING: A 174 1934
 LG0227_MARK LOGO: CGS
 LG0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0227
 LG0227  HISTORY     - Date     Condition        Report By
 LG0227  HISTORY     - 1934     MONUMENTED       CGS
 LG0227  HISTORY     - 1941     GOOD             CGS
 LG0227
 LG0227                          STATION DESCRIPTION
 LG0227
 LG0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0227'5.5 MI N FROM OKETO.
 LG0227'IN GATE COUNTY, NEBRASKA, 5.5 MILES NORTH ALONG THE UNION PACIFIC
 LG0227'RAILROAD FROM THE STATION AT OKETO, MARSHALL COUNTY, KANSAS, 0.7
 LG0227'MILE SOUTH OF THE STATION AT BARNESTON, AT THE NORTHEAST CORNER
 LG0227'OF BRIDGE 118.83, AND IN THE TOP OF THE CONCRETE PIER.  A STANDARD
 LG0227'DISK, STAMPED A 174 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0228 ***********************************************************************
 LG0228  DESIGNATION -  A 174 RESET
 LG0228  PID         -  LG0228
 LG0228  STATE/COUNTY-  NE/GAGE
 LG0228  COUNTRY     -  US
 LG0228  USGS QUAD   -  BARNESTON (2017)
 LG0228
 LG0228                         *CURRENT SURVEY CONTROL
 LG0228  ______________________________________________________________________
 LG0228* NAD 83(1986) POSITION- 40 02 11.1    (N) 096 34 37.2    (W)   HD_HELD2
 LG0228* NAVD 88 ORTHO HEIGHT -   363.41  (meters)     1192.3   (feet) RESET
 LG0228  ______________________________________________________________________
 LG0228  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 LG0228  VERT ORDER      -  THIRD
 LG0228
 LG0228.The horizontal coordinates were established by autonomous hand held GPS
 LG0228.observations and have an estimated accuracy of +/- 10 meters.
 LG0228
 LG0228.The orthometric height was computed from unverified reset data.
 LG0228
 LG0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0228.GEOID18 height accuracy estimate available here.
 LG0228
 LG0228.Click photographs - Photos may exist for this station.
 LG0228
 LG0228;                    North         East    Units  Estimated Accuracy
 LG0228;SPC NE       -    28,332.      792,067.      MT  (+/- 10 meters HH2 GPS)
 LG0228
 LG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0672734611(NAD 83)
 LG0228
 LG0228                          SUPERSEDED SURVEY CONTROL
 LG0228
 LG0228  NGVD 29 (??/??/??)  363.30   (m)         1191.9    (f) RESET       3  
 LG0228
 LG0228.Superseded values are not recommended for survey control.
 LG0228
 LG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0228.See file dsdata.pdf to determine how the superseded data were derived.
 LG0228
 LG0228_MARKER: DB = BENCH MARK DISK
 LG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0228_STAMPING: A 174 1934 RESET 1955
 LG0228_MARK LOGO: CGS
 LG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0228+STABILITY: SURFACE MOTION
 LG0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0228+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2015
 LG0228
 LG0228  HISTORY     - Date     Condition        Report By
 LG0228  HISTORY     - 1955     MONUMENTED       CGS
 LG0228  HISTORY     - 20070813 GOOD             NEDR
 LG0228  HISTORY     - 20151102 GOOD             INDIV
 LG0228
 LG0228                          STATION DESCRIPTION
 LG0228
 LG0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LG0228'5.5 MI N FROM OKETO.
 LG0228'IN GAGE COUNTY, NEBRASKA, 5.5 MILES NORTH ALONG THE UNION PACIFIC
 LG0228'RAILROAD FROM THE STATION AT OKETO, MARSHALL COUNTY, KANSAS,
 LG0228'0.8 SOUTH OF THE STATION AT BARNESTON, 100 YARDS NORTH OF BRIDGE
 LG0228'118.83 OVER PLUM CREEK, 46 FEET EAST OF THE EAST RAIL OF THE
 LG0228'TRACK, 11 FEET SOUTH OF THE SOUTH POST OF A GATE IN THE EAST IN
 LG0228'THE EAST RIGHT-OF-WAY FENCE, 10 FEET SOUTH-SOUTHEAST OF A POLE,
 LG0228'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, A STANDARD DISK,
 LG0228'STAMPED A 174 1934 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 LG0228'PROJECTING 4 INCHES ABOVE GROUND.
 LG0228
 LG0228                          STATION RECOVERY (2007)
 LG0228
 LG0228'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 LG0228'RECOVERED IN GOOD CONDITION.
 LG0228
 LG0228                          STATION RECOVERY (2015)
 LG0228
 LG0228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 LG0228'FOUND GOOD CONDITION, 0.3 FT. ABOVE SURFACE, 200 FT. SOUTH OF FIELD
 LG0228'DRIVE ENTRANCE WEST, 300 FT. NORTH OF NORTH END OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0275 ***********************************************************************
 LG0275  DESIGNATION -  A 176
 LG0275  PID         -  LG0275
 LG0275  STATE/COUNTY-  NE/GAGE
 LG0275  COUNTRY     -  US
 LG0275  USGS QUAD   -  BEATRICE EAST (2017)
 LG0275
 LG0275                         *CURRENT SURVEY CONTROL
 LG0275  ______________________________________________________________________
 LG0275* NAD 83(1986) POSITION- 40 16 01.     (N) 096 44 46.     (W)   SCALED
 LG0275* NAVD 88 ORTHO HEIGHT -   391.551 (meters)     1284.61  (feet) ADJUSTED
 LG0275  ______________________________________________________________________
 LG0275  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 LG0275  DYNAMIC HEIGHT  -        391.344 (meters)     1283.93  (feet) COMP
 LG0275  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 LG0275
 LG0275  VERT ORDER      -  SECOND    CLASS 0
 LG0275
 LG0275.The horizontal coordinates were scaled from a map and have
 LG0275.an estimated accuracy of +/- 6 seconds.
 LG0275
 LG0275.The orthometric height was determined by differential leveling and
 LG0275.adjusted by the NATIONAL GEODETIC SURVEY
 LG0275.in June 1991.
 LG0275
 LG0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0275.GEOID18 height accuracy estimate available here.
 LG0275
 LG0275.Click photographs - Photos may exist for this station.
 LG0275
 LG0275.The dynamic height is computed by dividing the NAVD 88
 LG0275.geopotential number by the normal gravity value computed on the
 LG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0275.degrees latitude (g = 980.6199 gals.).
 LG0275
 LG0275.The modeled gravity was interpolated from observed gravity values.
 LG0275
 LG0275;                    North         East    Units  Estimated Accuracy
 LG0275;SPC NE       -    53,350.      776,680.      MT  (+/- 180 meters Scaled)
 LG0275
 LG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK916598(NAD 83)
 LG0275
 LG0275                          SUPERSEDED SURVEY CONTROL
 LG0275
 LG0275  NGVD 29 (??/??/92)  391.441  (m)         1284.25   (f) ADJ UNCH    2 0
 LG0275
 LG0275.Superseded values are not recommended for survey control.
 LG0275
 LG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0275.See file dsdata.pdf to determine how the superseded data were derived.
 LG0275
 LG0275_MARKER: DB = BENCH MARK DISK
 LG0275_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0275_SP_SET: STEP
 LG0275_STAMPING: A 176 1934
 LG0275_MARK LOGO: CGS
 LG0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0275
 LG0275  HISTORY     - Date     Condition        Report By
 LG0275  HISTORY     - 1934     MONUMENTED       CGS
 LG0275  HISTORY     - 1961     GOOD             CGS
 LG0275  HISTORY     - 1963     GOOD             CGS
 LG0275  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 LG0275
 LG0275                          STATION DESCRIPTION
 LG0275
 LG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0275'AT BEATRICE.
 LG0275'AT BEATRICE, GAGE COUNTY, AT THE REAR SOUTHEAST CORNER OF THE
 LG0275'POST OFFICE, IN THE LOWEST CONCRETE STEP, AND 39 FEET NORTH
 LG0275'OF THE NORTH CURB OF AN EAST-AND-WEST STREET.  A STANDARD DISK,
 LG0275'STAMPED A 176 1934.  NOTE-- NOT LEVELED TO 1961.
 LG0275
 LG0275                          STATION RECOVERY (1963)
 LG0275
 LG0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0275'RECOVERED IN GOOD CONDITION.
 LG0275
 LG0275                          STATION RECOVERY (1977)
 LG0275
 LG0275'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0782 ***********************************************************************
 LF0782  DESIGNATION -  A 177
 LF0782  PID         -  LF0782
 LF0782  STATE/COUNTY-  NE/OTOE
 LF0782  COUNTRY     -  US
 LF0782  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0782
 LF0782                         *CURRENT SURVEY CONTROL
 LF0782  ______________________________________________________________________
 LF0782* NAD 83(1986) POSITION- 40 40 32.     (N) 095 51 31.     (W)   SCALED
 LF0782* NAVD 88 ORTHO HEIGHT -   323.340 (meters)     1060.82  (feet) ADJUSTED
 LF0782  ______________________________________________________________________
 LF0782  GEOID HEIGHT    -        -29.186 (meters)                     GEOID18
 LF0782  DYNAMIC HEIGHT  -        323.171 (meters)     1060.27  (feet) COMP
 LF0782  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 LF0782
 LF0782  VERT ORDER      -  FIRST     CLASS II
 LF0782
 LF0782.The horizontal coordinates were scaled from a map and have
 LF0782.an estimated accuracy of +/- 6 seconds.
 LF0782
 LF0782.The orthometric height was determined by differential leveling and
 LF0782.adjusted by the NATIONAL GEODETIC SURVEY
 LF0782.in June 1991.
 LF0782
 LF0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0782.GEOID18 height accuracy estimate available here.
 LF0782
 LF0782.Click photographs - Photos may exist for this station.
 LF0782
 LF0782.The dynamic height is computed by dividing the NAVD 88
 LF0782.geopotential number by the normal gravity value computed on the
 LF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0782.degrees latitude (g = 980.6199 gals.).
 LF0782
 LF0782.The modeled gravity was interpolated from observed gravity values.
 LF0782
 LF0782;                    North         East    Units  Estimated Accuracy
 LF0782;SPC NE       -   101,890.      849,920.      MT  (+/- 180 meters Scaled)
 LF0782
 LF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF583066(NAD 83)
 LF0782
 LF0782                          SUPERSEDED SURVEY CONTROL
 LF0782
 LF0782  NGVD 29 (??/??/92)  323.229  (m)         1060.46   (f) ADJ UNCH    1 2
 LF0782
 LF0782.Superseded values are not recommended for survey control.
 LF0782
 LF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0782.See file dsdata.pdf to determine how the superseded data were derived.
 LF0782
 LF0782_MARKER: DB = BENCH MARK DISK
 LF0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0782_SP_SET: BUILDING
 LF0782_STAMPING: A 177 1934
 LF0782_MARK LOGO: CGS
 LF0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0782
 LF0782  HISTORY     - Date     Condition        Report By
 LF0782  HISTORY     - 1934     MONUMENTED       CGS
 LF0782  HISTORY     - 1948     GOOD             CGS
 LF0782  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LF0782
 LF0782                          STATION DESCRIPTION
 LF0782
 LF0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0782'AT NEBRASKA CITY.
 LF0782'AT NEBRASKA CITY, OTOE COUNTY, ON THE SOUTH SIDE OF THE COURTHOUSE
 LF0782'YARD, 33 FEET NORTH OF THE CURB OF THE EAST-AND-WEST STREET,
 LF0782'40 FEET EAST OF A SMOKESTACK, AND IN THE TOP OF THE NORTHEAST
 LF0782'CORNER OF A CONCRETE FURNACE HOUSE.  A STANDARD DISK, STAMPED
 LF0782'A 177 1934.
 LF0782
 LF0782                          STATION RECOVERY (1991)
 LF0782
 LF0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0782'THE DESCRIBED BUILDING HAS BEEN DISMANTLED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0520 ***********************************************************************
 LF0520  DESIGNATION -  A 178
 LF0520  PID         -  LF0520
 LF0520  STATE/COUNTY-  NE/RICHARDSON
 LF0520  COUNTRY     -  US
 LF0520  USGS QUAD   -  SALEM (2017)
 LF0520
 LF0520                         *CURRENT SURVEY CONTROL
 LF0520  ______________________________________________________________________
 LF0520* NAD 83(1986) POSITION- 40 06 31.     (N) 095 38 02.     (W)   SCALED
 LF0520* NAVD 88 ORTHO HEIGHT -   276.574 (meters)      907.39  (feet) ADJUSTED
 LF0520  ______________________________________________________________________
 LF0520  GEOID HEIGHT    -        -30.367 (meters)                     GEOID18
 LF0520  DYNAMIC HEIGHT  -        276.421 (meters)      906.89  (feet) COMP
 LF0520  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 LF0520
 LF0520  VERT ORDER      -  SECOND    CLASS 0
 LF0520
 LF0520.The horizontal coordinates were scaled from a map and have
 LF0520.an estimated accuracy of +/- 6 seconds.
 LF0520
 LF0520.The orthometric height was determined by differential leveling and
 LF0520.adjusted by the NATIONAL GEODETIC SURVEY
 LF0520.in June 1991.
 LF0520
 LF0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0520.GEOID18 height accuracy estimate available here.
 LF0520
 LF0520.Click photographs - Photos may exist for this station.
 LF0520
 LF0520.The dynamic height is computed by dividing the NAVD 88
 LF0520.geopotential number by the normal gravity value computed on the
 LF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0520.degrees latitude (g = 980.6199 gals.).
 LF0520
 LF0520.The modeled gravity was interpolated from observed gravity values.
 LF0520
 LF0520;                    North         East    Units  Estimated Accuracy
 LF0520;SPC NE       -    39,960.      872,070.      MT  (+/- 180 meters Scaled)
 LF0520
 LF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE755431(NAD 83)
 LF0520
 LF0520                          SUPERSEDED SURVEY CONTROL
 LF0520
 LF0520  NGVD 29 (??/??/92)  276.502  (m)          907.16   (f) ADJ UNCH    2 0
 LF0520
 LF0520.Superseded values are not recommended for survey control.
 LF0520
 LF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0520.See file dsdata.pdf to determine how the superseded data were derived.
 LF0520
 LF0520_MARKER: DB = BENCH MARK DISK
 LF0520_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0520_SP_SET: CULVERT HEADWALL
 LF0520_STAMPING: A 178 1934
 LF0520_MARK LOGO: CGS
 LF0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0520+STABILITY: SURFACE MOTION
 LF0520
 LF0520  HISTORY     - Date     Condition        Report By
 LF0520  HISTORY     - 1934     MONUMENTED       CGS
 LF0520  HISTORY     - 20100513 GOOD             INDIV
 LF0520
 LF0520                          STATION DESCRIPTION
 LF0520
 LF0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0520'5 MI NW FROM FALLS CITY.
 LF0520'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0520'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT FALLS CITY,
 LF0520'RICHARDSON COUNTY, 2 RAILS WEST OF POLE 389/20, 400 FEET WEST OF
 LF0520'AN ELEVATOR AND A SIDING, AT A ROAD CROSSING, 50 FEET WEST OF THE
 LF0520'CENTERLINE OF THE ROAD, 25 FEET EAST OF A RAILROAD SWITCH, AT
 LF0520'A CONCRETE CULVERT UNDER THE TRACK, AND IN THE TOP OF THE SOUTH
 LF0520'HEADWALL.  A STANDARD DISK, STAMPED A 178 1934.
 LF0520
 LF0520                          STATION RECOVERY (2010)
 LF0520
 LF0520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0438 ***********************************************************************
 NN0438  DESIGNATION -  A 18
 NN0438  PID         -  NN0438
 NN0438  STATE/COUNTY-  NE/LOUP
 NN0438  COUNTRY     -  US
 NN0438  USGS QUAD   -  STONEHOUSE RANCH SW (2017)
 NN0438
 NN0438                         *CURRENT SURVEY CONTROL
 NN0438  ______________________________________________________________________
 NN0438* NAD 83(1986) POSITION- 42 04 47.20   (N) 099 28 09.98   (W)   HD_HELD1
 NN0438* NAVD 88 ORTHO HEIGHT -   739.621 (meters)     2426.57  (feet) ADJUSTED
 NN0438  ______________________________________________________________________
 NN0438  GEOID HEIGHT    -        -22.866 (meters)                     GEOID18
 NN0438  DYNAMIC HEIGHT  -        739.283 (meters)     2425.46  (feet) COMP
 NN0438  MODELED GRAVITY -    980,140.1   (mgal)                       NAVD 88
 NN0438
 NN0438  VERT ORDER      -  FIRST     CLASS II
 NN0438
 NN0438.The horizontal coordinates were determined by differentially corrected
 NN0438.hand held GPS observations or other comparable positioning techniques
 NN0438.and have an estimated accuracy of +/- 3 meters.
 NN0438
 NN0438.The orthometric height was determined by differential leveling and
 NN0438.adjusted by the NATIONAL GEODETIC SURVEY
 NN0438.in June 1991.
 NN0438
 NN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0438.GEOID18 height accuracy estimate available here.
 NN0438
 NN0438.Click photographs - Photos may exist for this station.
 NN0438
 NN0438.The dynamic height is computed by dividing the NAVD 88
 NN0438.geopotential number by the normal gravity value computed on the
 NN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0438.degrees latitude (g = 980.6199 gals.).
 NN0438
 NN0438.The modeled gravity was interpolated from observed gravity values.
 NN0438
 NN0438;                    North         East    Units  Estimated Accuracy
 NN0438;SPC NE       -   249,551.3     543,889.4     MT  (+/- 3 meters HH1 GPS) 
 NN0438
 NN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6117058740(NAD 83)
 NN0438
 NN0438                          SUPERSEDED SURVEY CONTROL
 NN0438
 NN0438  NGVD 29 (??/??/92)  739.360  (m)         2425.72   (f) ADJ UNCH    1 2
 NN0438
 NN0438.Superseded values are not recommended for survey control.
 NN0438
 NN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0438.See file dsdata.pdf to determine how the superseded data were derived.
 NN0438
 NN0438_MARKER: DB = BENCH MARK DISK
 NN0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0438_STAMPING: 2425.717 A 18 1933
 NN0438_MARK LOGO: CGS
 NN0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0438+STABILITY: SURFACE MOTION
 NN0438
 NN0438  HISTORY     - Date     Condition        Report By
 NN0438  HISTORY     - 1933     MONUMENTED       CGS
 NN0438  HISTORY     - 1976     GOOD             USGS
 NN0438
 NN0438                          STATION DESCRIPTION
 NN0438
 NN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0438'5.8 MI N FROM HARROP.
 NN0438'ABOUT 5-3/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0438'LOUP COUNTY, ABOUT 1/4 MILE WEST OF THE HOUSE OF R. BIRCH, 38
 NN0438'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST
 NN0438'OF A GATE IN A FENCE, AND 6 FEET SOUTH OF THE FENCE.  A STANDARD
 NN0438'DISK, STAMPED 2425.717 A 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0438'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NN0438
 NN0438                          STATION RECOVERY (1976)
 NN0438
 NN0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0438'U.S. HWY 183 BRIDGE OVER CALAMUS RIVER, 7.5 MI. N. ALONG U.S. HWY
 NN0438'183, THEN 3.2 MI. N. ALONG LOUP CO. GRAVEL RD., 0.6 MI. SW ALONG THE
 NN0438'GRAVEL RD. FROM THE LOUP CO. LINE, ABOUT 100 FT. S. AND 1000 FT. E.
 NN0438'OF THE 1/4 COR. SECS. 1 AND 2, T-24-W, R-19-W. ABOUT 0.25 MI. W. OF
 NN0438'AN ABANDONED RANCH HOUSE, 38 FT. W. OF THE GRAVEL RD., 15 FT. OF A
 NN0438'GATE IN THE W. R/W FENCE, 12 FT. W. OF A METAL WITNESS SIGN. A STD.
 NN0438'TABLET SET IN TOP OF CONC. POST PROJECT ABOUT 2.0 FT. STAMPED
 NN0438'2425.717 A 17 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0244 ***********************************************************************
 NN0244  DESIGNATION -  A 19
 NN0244  PID         -  NN0244
 NN0244  STATE/COUNTY-  NE/HOLT
 NN0244  COUNTRY     -  US
 NN0244  USGS QUAD   -  O'NEILL (2017)
 NN0244
 NN0244                         *CURRENT SURVEY CONTROL
 NN0244  ______________________________________________________________________
 NN0244* NAD 83(1986) POSITION- 42 27 31.     (N) 098 38 38.     (W)   SCALED
 NN0244* NAVD 88 ORTHO HEIGHT -   612.185 (meters)     2008.48  (feet) ADJUSTED
 NN0244  ______________________________________________________________________
 NN0244  GEOID HEIGHT    -        -24.395 (meters)                     GEOID18
 NN0244  DYNAMIC HEIGHT  -        611.956 (meters)     2007.73  (feet) COMP
 NN0244  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 NN0244
 NN0244  VERT ORDER      -  FIRST     CLASS II
 NN0244
 NN0244.The horizontal coordinates were scaled from a map and have
 NN0244.an estimated accuracy of +/- 6 seconds.
 NN0244
 NN0244.The orthometric height was determined by differential leveling and
 NN0244.adjusted by the NATIONAL GEODETIC SURVEY
 NN0244.in June 1991.
 NN0244
 NN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0244.GEOID18 height accuracy estimate available here.
 NN0244
 NN0244.Click photographs - Photos may exist for this station.
 NN0244
 NN0244.The dynamic height is computed by dividing the NAVD 88
 NN0244.geopotential number by the normal gravity value computed on the
 NN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0244.degrees latitude (g = 980.6199 gals.).
 NN0244
 NN0244.The modeled gravity was interpolated from observed gravity values.
 NN0244
 NN0244;                    North         East    Units  Estimated Accuracy
 NN0244;SPC NE       -   292,360.      611,520.      MT  (+/- 180 meters Scaled)
 NN0244
 NN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN292007(NAD 83)
 NN0244
 NN0244                          SUPERSEDED SURVEY CONTROL
 NN0244
 NN0244  NGVD 29 (??/??/92)  611.988  (m)         2007.83   (f) ADJ UNCH    1 2
 NN0244
 NN0244.Superseded values are not recommended for survey control.
 NN0244
 NN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0244.See file dsdata.pdf to determine how the superseded data were derived.
 NN0244
 NN0244_MARKER: DB = BENCH MARK DISK
 NN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0244_STAMPING: 2007.831 A 19 1933
 NN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0244+STABILITY: SURFACE MOTION
 NN0244
 NN0244  HISTORY     - Date     Condition        Report By
 NN0244  HISTORY     - 1933     MONUMENTED       CGS
 NN0244  HISTORY     - 1938     GOOD             CGS
 NN0244
 NN0244                          STATION DESCRIPTION
 NN0244
 NN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0244'AT O NEILL.
 NN0244'AT O NEILL, HOLT COUNTY, ON EAST BENTON STREET, AT ST. MARYS
 NN0244'CONVENT, 45 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, IN
 NN0244'THE SOUTHWEST CORNER OF THE YARD OF THE PRIESTS HOME, 30 FEET
 NN0244'WEST OF THE WALK LEADING TO THE HOME, 4 FEET EAST OF THE
 NN0244'SOUTHEAST CORNER OF THE IRON FENCE AROUND THE CONVENT GROUNDS,
 NN0244'AND 3 FEET NORTH OF THE SIDEWALK ON THE NORTH SIDE OF THE
 NN0244'STREET.  A STANDARD DISK, STAMPED 2007.831 A 19 1933 AND SET IN
 NN0244'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0244
 NN0244                          STATION RECOVERY (1938)
 NN0244
 NN0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NN0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0659 ***********************************************************************
 NM0659  DESIGNATION -  A 2
 NM0659  PID         -  NM0659
 NM0659  STATE/COUNTY-  NE/DAKOTA
 NM0659  COUNTRY     -  US
 NM0659  USGS QUAD   -  JACKSON (2017)
 NM0659
 NM0659                         *CURRENT SURVEY CONTROL
 NM0659  ______________________________________________________________________
 NM0659* NAD 83(1986) POSITION- 42 25 08.     (N) 096 30 59.     (W)   SCALED
 NM0659* NAVD 88 ORTHO HEIGHT -   336.248 (meters)     1103.17  (feet) ADJUSTED
 NM0659  ______________________________________________________________________
 NM0659  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 NM0659  DYNAMIC HEIGHT  -        336.140 (meters)     1102.82  (feet) COMP
 NM0659  MODELED GRAVITY -    980,290.7   (mgal)                       NAVD 88
 NM0659
 NM0659  VERT ORDER      -  FIRST     CLASS II
 NM0659
 NM0659.The horizontal coordinates were scaled from a map and have
 NM0659.an estimated accuracy of +/- 6 seconds.
 NM0659
 NM0659.The orthometric height was determined by differential leveling and
 NM0659.adjusted by the NATIONAL GEODETIC SURVEY
 NM0659.in June 1991.
 NM0659
 NM0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0659.GEOID18 height accuracy estimate available here.
 NM0659
 NM0659.Click photographs - Photos may exist for this station.
 NM0659
 NM0659.The dynamic height is computed by dividing the NAVD 88
 NM0659.geopotential number by the normal gravity value computed on the
 NM0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0659.degrees latitude (g = 980.6199 gals.).
 NM0659
 NM0659.The modeled gravity was interpolated from observed gravity values.
 NM0659
 NM0659;                    North         East    Units  Estimated Accuracy
 NM0659;SPC NE       -   292,850.      786,580.      MT  (+/- 180 meters Scaled)
 NM0659
 NM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM043992(NAD 83)
 NM0659
 NM0659                          SUPERSEDED SURVEY CONTROL
 NM0659
 NM0659  NGVD 29 (??/??/92)  336.088  (m)         1102.65   (f) ADJ UNCH    1 2
 NM0659
 NM0659.Superseded values are not recommended for survey control.
 NM0659
 NM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0659.See file dsdata.pdf to determine how the superseded data were derived.
 NM0659
 NM0659_MARKER: H = DRILL HOLE
 NM0659_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0659
 NM0659  HISTORY     - Date     Condition        Report By
 NM0659  HISTORY     - 1900     MONUMENTED       CGS
 NM0659  HISTORY     - 1947     GOOD             CGS
 NM0659  HISTORY     - 20201020 MARK NOT FOUND   NEGS
 NM0659
 NM0659                          STATION DESCRIPTION
 NM0659
 NM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0659'5.2 MI NW FROM DAKOTA CITY.
 NM0659'4.7 MILES WEST ALONG U.S. HIGHWAY 77, STATE HIGHWAY 35 AND A
 NM0659'GRAVEL ROAD FROM THE COURT HOUSE AT DAKOTA CITY, THENCE 0.25 MILE
 NM0659'NORTH ALONG A SECTION LINE ROAD, THENCE 0.25 MILE WEST ALONG THE
 NM0659'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, AT THE FORMER
 NM0659'JUNCTION OF THE NEWCASTLE RAILROAD, APPROXIMATELY 125.0 FEET
 NM0659'EAST OF THE TRACE OF THE LOCATION OF THE COBURN STATION, 113.1
 NM0659'FEET NORTHEAST OF TELEGRAPH POLE SHOWING RAILWAY MILEAGE 12-5,
 NM0659'121.5 FEET EAST OF THE RAIL JOINT WHERE RAILWAY BEGINS CURVE TO
 NM0659'SOUTHWEST, 286.4 FEET WEST OF WEST FACE OF THE SOUTH ONE OF TWO
 NM0659'MOST WESTERLY CONCRETE PIERS FOR DESTROYED WATER TANK, 189.6
 NM0659'FEET WEST OF THE SOUTHWEST CORNER OF CONCRETE FOUNDATION FOR
 NM0659'SMALL RAILWAY SHACK, 116.9 FEET WEST OF THE CENTER OF FROG FOR
 NM0659'SIDING LEADING NORTHWEST (THIS WAS FORMERLY THE MAIN TRACK
 NM0659'FOR RAILWAY LEADING NORTHWEST), 39.5 FEET SOUTHEAST OF SOUTHEAST
 NM0659'CORNER OF CATTLE LOADING PENS, 23.2 FEET SOUTH SOUTHEAST OF A
 NM0659'WHITE DERAIL SIGN POST, 16.3 FEET NORTHWEST OF THE CENTER OF
 NM0659'FROG FOR SIDING PARALLELING THE SOUTH SIDE OF THE MAIN TRACK,
 NM0659'7.3 FEET SOUTH OF THE SOUTH RAIL OF SIDING LEADING TO THE CATTLE
 NM0659'PENS, 6.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NM0659'0.2 FOOT UNDERGROUND.
 NM0659
 NM0659                          STATION RECOVERY (2020)
 NM0659
 NM0659'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0659'MONUMENT WAS NOT FOUND.  RAILROAD TRACKS AND ALL TIES HAVE BEEN
 NM0659'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0592 ***********************************************************************
 NP0592  DESIGNATION -  A 2
 NP0592  PID         -  NP0592
 NP0592  STATE/COUNTY-  NE/SHERIDAN
 NP0592  COUNTRY     -  US
 NP0592  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0592
 NP0592                         *CURRENT SURVEY CONTROL
 NP0592  ______________________________________________________________________
 NP0592* NAD 83(1995) POSITION- 42 44 04.95812(N) 102 12 16.74627(W)   ADJUSTED
 NP0592* NAVD 88 ORTHO HEIGHT -  1116.    (meters)     3661.    (feet) SCALED
 NP0592  ______________________________________________________________________
 NP0592  GEOID HEIGHT    -        -18.396 (meters)                     GEOID18
 NP0592  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 NP0592  HORZ ORDER      -  SECOND
 NP0592
 NP0592.The horizontal coordinates were established by classical geodetic methods
 NP0592.and adjusted by the National Geodetic Survey in August 1997.
 NP0592
 NP0592.The orthometric height was scaled from a topographic map.
 NP0592
 NP0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0592.GEOID18 height accuracy estimate available here.
 NP0592
 NP0592.Click photographs - Photos may exist for this station.
 NP0592
 NP0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0592
 NP0592. The following values were computed from the NAD 83(1995) position.
 NP0592
 NP0592;                    North         East     Units Scale Factor Converg.
 NP0592;SPC NE       -   324,453.361   319,498.671   MT  0.99988918   -1 27 39.7
 NP0592;SPC NE       - 1,064,477.40  1,048,221.89   sFT  0.99988918   -1 27 39.7
 NP0592;UTM  13      - 4,735,145.133   728,829.317   MT  1.00024426   +1 53 51.9
 NP0592
 NP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0592!SPC NE       -   0.99982782  x   0.99988918  =   0.99971702
 NP0592!UTM  13      -   0.99982782  x   1.00024426  =   1.00007204
 NP0592
 NP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2882935145(NAD 83)
 NP0592
 NP0592                          SUPERSEDED SURVEY CONTROL
 NP0592
 NP0592  NAD 83(1986)-  42 44 04.94899(N)    102 12 16.74995(W) AD(       ) 2
 NP0592  NAD 27      -  42 44 04.93400(N)    102 12 15.14000(W) AD(       ) 2
 NP0592
 NP0592.Superseded values are not recommended for survey control.
 NP0592
 NP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0592.See file dsdata.pdf to determine how the superseded data were derived.
 NP0592
 NP0592_MARKER: DS = TRIANGULATION STATION DISK
 NP0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0592+STABILITY: SURFACE MOTION
 NP0592
 NP0592  HISTORY     - Date     Condition        Report By
 NP0592  HISTORY     - 1946     MONUMENTED       CGS
 NP0592  HISTORY     - 1968     MARK NOT FOUND   CGS
 NP0592
 NP0592                          STATION DESCRIPTION
 NP0592
 NP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0592'LOCATED 4.6 MILES SOUTH OF GORDON, 29 FEET WEST OF THE
 NP0592'CENTER LINE OF STATE HIGHWAY NO. 27, 13.2 FEET NORTHEAST OF
 NP0592'A TELEPHONE POLE WITH A TRIANGULAR BLAZE AND 12.2 FEET EAST
 NP0592'OF A REFERENCE POST THAT IS SET IN A NORTH-SOUTH WIRE FENCE.
 NP0592'IT IS STAMPED A-2 1946 AND IS 12 INCHES BELOW THE SURFACE
 NP0592'OF THE GROUND.
 NP0592'
 NP0592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0592'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0592'ON NO. 27 FOR 4.6 MILES TO THE CREST OF A HILL AND THE STATION
 NP0592'ON THE RIGHT.
 NP0592
 NP0592                          STATION RECOVERY (1968)
 NP0592
 NP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0592'THIS MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 NP0592'SHOW THE MARK WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0592'
 NP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.6
 NP0592'MILES SOUTH OF GORDON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0287 ***********************************************************************
 NN0287  DESIGNATION -  A 20
 NN0287  PID         -  NN0287
 NN0287  STATE/COUNTY-  NE/BOYD
 NN0287  COUNTRY     -  US
 NN0287  USGS QUAD   -  BUTTE NW (2017)
 NN0287
 NN0287                         *CURRENT SURVEY CONTROL
 NN0287  ______________________________________________________________________
 NN0287* NAD 83(1986) POSITION- 42 56 48.04   (N) 098 52 45.19   (W)   HD_HELD1
 NN0287* NAVD 88 ORTHO HEIGHT -   514.367 (meters)     1687.55  (feet) ADJUSTED
 NN0287  ______________________________________________________________________
 NN0287  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 NN0287  DYNAMIC HEIGHT  -        514.182 (meters)     1686.95  (feet) COMP
 NN0287  MODELED GRAVITY -    980,244.8   (mgal)                       NAVD 88
 NN0287
 NN0287  VERT ORDER      -  FIRST     CLASS II
 NN0287
 NN0287.The horizontal coordinates were determined by differentially corrected
 NN0287.hand held GPS observations or other comparable positioning techniques
 NN0287.and have an estimated accuracy of +/- 3 meters.
 NN0287
 NN0287.The orthometric height was determined by differential leveling and
 NN0287.adjusted by the NATIONAL GEODETIC SURVEY
 NN0287.in June 1991.
 NN0287
 NN0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0287.GEOID18 height accuracy estimate available here.
 NN0287
 NN0287.Click photographs - Photos may exist for this station.
 NN0287
 NN0287.The dynamic height is computed by dividing the NAVD 88
 NN0287.geopotential number by the normal gravity value computed on the
 NN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0287.degrees latitude (g = 980.6199 gals.).
 NN0287
 NN0287.The modeled gravity was interpolated from observed gravity values.
 NN0287
 NN0287;                    North         East    Units  Estimated Accuracy
 NN0287;SPC NE       -   346,290.5     591,463.8     MT  (+/- 3 meters HH1 GPS) 
 NN0287
 NN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0985354900(NAD 83)
 NN0287
 NN0287                          SUPERSEDED SURVEY CONTROL
 NN0287
 NN0287  NGVD 29 (??/??/92)  514.064  (m)         1686.56   (f) ADJ UNCH    1 2
 NN0287
 NN0287.Superseded values are not recommended for survey control.
 NN0287
 NN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0287.See file dsdata.pdf to determine how the superseded data were derived.
 NN0287
 NN0287_MARKER: DB = BENCH MARK DISK
 NN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0287_STAMPING: 1686.558 A 20 1933
 NN0287_MARK LOGO: CGS
 NN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0287+STABILITY: SURFACE MOTION
 NN0287
 NN0287  HISTORY     - Date     Condition        Report By
 NN0287  HISTORY     - 1933     MONUMENTED       CGS
 NN0287  HISTORY     - 1946     GOOD             CGS
 NN0287
 NN0287                          STATION DESCRIPTION
 NN0287
 NN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0287'4.2 MI W FROM BUTTE.
 NN0287'4.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM BUTTE, BOYD COUNTY,
 NN0287'0.25 MILE SOUTH OF A BRIDGE OVER PONCA CREEK, NEAR A SCHOOLHOUSE,
 NN0287'36 FEET EAST OF A GATE TO THE SCHOOLYARD, 24 FEET WEST OF THE
 NN0287'CENTER LINE OF THE HIGHWAY, AND 9 FEET SOUTH OF THE CENTER
 NN0287'LINE OF THE ROAD LEADING INTO THE SCHOOLYARD.  A STANDARD
 NN0287'DISK, STAMPED 1686.558 A 20 1933 AND SET IN THE TOP OF A CONCRETE
 NN0287'POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0287
 NN0287                          STATION RECOVERY (1946)
 NN0287
 NN0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0095 ***********************************************************************
 LJ0095  DESIGNATION -  A 200
 LJ0095  PID         -  LJ0095
 LJ0095  STATE/COUNTY-  NE/RED WILLOW
 LJ0095  COUNTRY     -  US
 LJ0095  USGS QUAD   -  MCCOOK SE (2017)
 LJ0095
 LJ0095                         *CURRENT SURVEY CONTROL
 LJ0095  ______________________________________________________________________
 LJ0095* NAD 83(1986) POSITION- 40 02 11.     (N) 100 34 20.     (W)   SCALED
 LJ0095* NAVD 88 ORTHO HEIGHT -   814.176 (meters)     2671.18  (feet) ADJUSTED
 LJ0095  ______________________________________________________________________
 LJ0095  GEOID HEIGHT    -        -24.238 (meters)                     GEOID18
 LJ0095  DYNAMIC HEIGHT  -        813.620 (meters)     2669.35  (feet) COMP
 LJ0095  MODELED GRAVITY -    979,915.1   (mgal)                       NAVD 88
 LJ0095
 LJ0095  VERT ORDER      -  SECOND    CLASS 0
 LJ0095
 LJ0095.The horizontal coordinates were scaled from a map and have
 LJ0095.an estimated accuracy of +/- 6 seconds.
 LJ0095
 LJ0095.The orthometric height was determined by differential leveling and
 LJ0095.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0095.in June 1991.
 LJ0095
 LJ0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0095.GEOID18 height accuracy estimate available here.
 LJ0095
 LJ0095.Click photographs - Photos may exist for this station.
 LJ0095
 LJ0095.The dynamic height is computed by dividing the NAVD 88
 LJ0095.geopotential number by the normal gravity value computed on the
 LJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0095.degrees latitude (g = 980.6199 gals.).
 LJ0095
 LJ0095.The modeled gravity was interpolated from observed gravity values.
 LJ0095
 LJ0095;                    North         East    Units  Estimated Accuracy
 LJ0095;SPC NE       -    22,710.      451,160.      MT  (+/- 180 meters Scaled)
 LJ0095
 LJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK658329(NAD 83)
 LJ0095
 LJ0095                          SUPERSEDED SURVEY CONTROL
 LJ0095
 LJ0095  NGVD 29 (??/??/92)  813.871  (m)         2670.18   (f) ADJ UNCH    2 0
 LJ0095
 LJ0095.Superseded values are not recommended for survey control.
 LJ0095
 LJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0095.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0095
 LJ0095_MARKER: DB = BENCH MARK DISK
 LJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0095_STAMPING: A 200 1934
 LJ0095_MARK LOGO: CGS
 LJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0095+STABILITY: SURFACE MOTION
 LJ0095
 LJ0095  HISTORY     - Date     Condition        Report By
 LJ0095  HISTORY     - 1934     MONUMENTED       CGS
 LJ0095  HISTORY     - 1957     MARK NOT FOUND   USGS
 LJ0095  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0095
 LJ0095                          STATION DESCRIPTION
 LJ0095
 LJ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0095'4 MI N FROM CEDAR BLUFFS.
 LJ0095'4.0 MILES NORTH OF THE BURLINGTON RR STATION CEDAR BLUFF, NEAR
 LJ0095'TOP OF HILL JUST NORTH OF LARGE DIP IN ROAD, ABOUT 600 FEET
 LJ0095'SOUTH OF WHITE FARM HOUSE AND LARGE RED BARN, 30 FEET EAST
 LJ0095'OF U.S. HIGHWAY 183.
 LJ0095
 LJ0095                          STATION RECOVERY (1957)
 LJ0095
 LJ0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LJ0095'MARK NOT FOUND.
 LJ0095
 LJ0095                          STATION RECOVERY (1999)
 LJ0095
 LJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0095'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0061 ***********************************************************************
 LJ0061  DESIGNATION -  A 201
 LJ0061  PID         -  LJ0061
 LJ0061  STATE/COUNTY-  NE/RED WILLOW
 LJ0061  COUNTRY     -  US
 LJ0061  USGS QUAD   -  DANBURY (2017)
 LJ0061
 LJ0061                         *CURRENT SURVEY CONTROL
 LJ0061  ______________________________________________________________________
 LJ0061* NAD 83(1986) POSITION- 40 01 28.98   (N) 100 26 23.92   (W)   HD_HELD1
 LJ0061* NAVD 88 ORTHO HEIGHT -   756.076 (meters)     2480.56  (feet) ADJUSTED
 LJ0061  ______________________________________________________________________
 LJ0061  GEOID HEIGHT    -        -24.364 (meters)                     GEOID18
 LJ0061  DYNAMIC HEIGHT  -        755.559 (meters)     2478.86  (feet) COMP
 LJ0061  MODELED GRAVITY -    979,917.4   (mgal)                       NAVD 88
 LJ0061
 LJ0061  VERT ORDER      -  SECOND    CLASS 0
 LJ0061
 LJ0061.The horizontal coordinates were determined by differentially corrected
 LJ0061.hand held GPS observations or other comparable positioning techniques
 LJ0061.and have an estimated accuracy of +/- 3 meters.
 LJ0061
 LJ0061.The orthometric height was determined by differential leveling and
 LJ0061.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0061.in June 1991.
 LJ0061
 LJ0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0061.GEOID18 height accuracy estimate available here.
 LJ0061
 LJ0061.Click photographs - Photos may exist for this station.
 LJ0061
 LJ0061.The dynamic height is computed by dividing the NAVD 88
 LJ0061.geopotential number by the normal gravity value computed on the
 LJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0061.degrees latitude (g = 980.6199 gals.).
 LJ0061
 LJ0061.The modeled gravity was interpolated from observed gravity values.
 LJ0061
 LJ0061;                    North         East    Units  Estimated Accuracy
 LJ0061;SPC NE       -    21,346.2     462,442.7     MT  (+/- 3 meters HH1 GPS) 
 LJ0061
 LJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7712531493(NAD 83)
 LJ0061
 LJ0061                          SUPERSEDED SURVEY CONTROL
 LJ0061
 LJ0061  NGVD 29 (??/??/92)  755.774  (m)         2479.57   (f) ADJ UNCH    2 0
 LJ0061
 LJ0061.Superseded values are not recommended for survey control.
 LJ0061
 LJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0061.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0061
 LJ0061_MARKER: DB = BENCH MARK DISK
 LJ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0061_STAMPING: A 201 1934
 LJ0061_MARK LOGO: CGS
 LJ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0061+STABILITY: SURFACE MOTION
 LJ0061
 LJ0061  HISTORY     - Date     Condition        Report By
 LJ0061  HISTORY     - 1934     MONUMENTED       CGS
 LJ0061
 LJ0061                          STATION DESCRIPTION
 LJ0061
 LJ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0061'2.3 MI E FROM MARION.
 LJ0061'2.3 MILES EAST OF BURLINGTON STATION AT MARION 250 FEET EAST
 LJ0061'OF MILE POST 55, 30 FEET NORTH OF C.B. AND Q. RR. TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0174 ***********************************************************************
 LJ0174  DESIGNATION -  A 206
 LJ0174  PID         -  LJ0174
 LJ0174  STATE/COUNTY-  NE/HAYES
 LJ0174  COUNTRY     -  US
 LJ0174  USGS QUAD   -  HAYES CENTER SW (2017)
 LJ0174
 LJ0174                         *CURRENT SURVEY CONTROL
 LJ0174  ______________________________________________________________________
 LJ0174* NAD 83(1986) POSITION- 40 31 27.     (N) 101 09 14.     (W)   SCALED
 LJ0174* NAVD 88 ORTHO HEIGHT -   950.766 (meters)     3119.30  (feet) ADJUSTED
 LJ0174  ______________________________________________________________________
 LJ0174  GEOID HEIGHT    -        -22.719 (meters)                     GEOID18
 LJ0174  DYNAMIC HEIGHT  -        950.130 (meters)     3117.22  (feet) COMP
 LJ0174  MODELED GRAVITY -    979,923.4   (mgal)                       NAVD 88
 LJ0174
 LJ0174  VERT ORDER      -  SECOND    CLASS 0
 LJ0174
 LJ0174.The horizontal coordinates were scaled from a map and have
 LJ0174.an estimated accuracy of +/- 6 seconds.
 LJ0174
 LJ0174.The orthometric height was determined by differential leveling and
 LJ0174.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0174.in June 1991.
 LJ0174
 LJ0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0174.GEOID18 height accuracy estimate available here.
 LJ0174
 LJ0174.Click photographs - Photos may exist for this station.
 LJ0174
 LJ0174.The dynamic height is computed by dividing the NAVD 88
 LJ0174.geopotential number by the normal gravity value computed on the
 LJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0174.degrees latitude (g = 980.6199 gals.).
 LJ0174
 LJ0174.The modeled gravity was interpolated from observed gravity values.
 LJ0174
 LJ0174;                    North         East    Units  Estimated Accuracy
 LJ0174;SPC NE       -    77,360.      402,250.      MT  (+/- 180 meters Scaled)
 LJ0174
 LJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK175881(NAD 83)
 LJ0174
 LJ0174                          SUPERSEDED SURVEY CONTROL
 LJ0174
 LJ0174  NGVD 29 (??/??/92)  950.385  (m)         3118.05   (f) ADJ UNCH    2 0
 LJ0174
 LJ0174.Superseded values are not recommended for survey control.
 LJ0174
 LJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0174.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0174
 LJ0174_MARKER: DB = BENCH MARK DISK
 LJ0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0174_SP_SET: CULVERT HEADWALL
 LJ0174_STAMPING: A 206 1938
 LJ0174_MARK LOGO: CGS
 LJ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0174+STABILITY: SURFACE MOTION
 LJ0174
 LJ0174  HISTORY     - Date     Condition        Report By
 LJ0174  HISTORY     - 1938     MONUMENTED       CGS
 LJ0174
 LJ0174                          STATION DESCRIPTION
 LJ0174
 LJ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0174'7.6 MI NW FROM HAYES CENTER.
 LJ0174'7.6 MILES NORTHWEST OF I.O.O.F. BUILDING AT HAYES CENTER, ALONG
 LJ0174'STATE HWY. 17 AT THE EAST END OF NORTH, AND EAST TURN IN HWY.
 LJ0174'500 FEET WEST OF A FARM HOUSE, 21 FEET SOUTH OF CENTERLINE OF
 LJ0174'HWY.  A STANDARD DISK SET IN TOP OF THE SOUTH HEADWALL OF CONCRETE
 LJ0174'HWY. CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0861 ***********************************************************************
 ML0861  DESIGNATION -  A 207
 ML0861  PID         -  ML0861
 ML0861  STATE/COUNTY-  NE/CUSTER
 ML0861  COUNTRY     -  US
 ML0861  USGS QUAD   -  ANSELMO (2017)
 ML0861
 ML0861                         *CURRENT SURVEY CONTROL
 ML0861  ______________________________________________________________________
 ML0861* NAD 83(1986) POSITION- 41 33 21.     (N) 099 48 14.     (W)   SCALED
 ML0861* NAVD 88 ORTHO HEIGHT -   800.110 (meters)     2625.03  (feet) ADJUSTED
 ML0861  ______________________________________________________________________
 ML0861  GEOID HEIGHT    -        -22.486 (meters)                     GEOID18
 ML0861  DYNAMIC HEIGHT  -        799.691 (meters)     2623.65  (feet) COMP
 ML0861  MODELED GRAVITY -    980,072.8   (mgal)                       NAVD 88
 ML0861
 ML0861  VERT ORDER      -  SECOND    CLASS 0
 ML0861
 ML0861.The horizontal coordinates were scaled from a map and have
 ML0861.an estimated accuracy of +/- 6 seconds.
 ML0861
 ML0861.The orthometric height was determined by differential leveling and
 ML0861.adjusted by the NATIONAL GEODETIC SURVEY
 ML0861.in June 1991.
 ML0861
 ML0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0861.GEOID18 height accuracy estimate available here.
 ML0861
 ML0861.Click photographs - Photos may exist for this station.
 ML0861
 ML0861.The dynamic height is computed by dividing the NAVD 88
 ML0861.geopotential number by the normal gravity value computed on the
 ML0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0861.degrees latitude (g = 980.6199 gals.).
 ML0861
 ML0861.The modeled gravity was interpolated from observed gravity values.
 ML0861
 ML0861;                    North         East    Units  Estimated Accuracy
 ML0861;SPC NE       -   191,260.      516,360.      MT  (+/- 180 meters Scaled)
 ML0861
 ML0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM329007(NAD 83)
 ML0861
 ML0861                          SUPERSEDED SURVEY CONTROL
 ML0861
 ML0861  NGVD 29 (??/??/92)  799.823  (m)         2624.09   (f) ADJ UNCH    2 0
 ML0861
 ML0861.Superseded values are not recommended for survey control.
 ML0861
 ML0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0861.See file dsdata.pdf to determine how the superseded data were derived.
 ML0861
 ML0861_MARKER: DB = BENCH MARK DISK
 ML0861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0861_SP_SET: CULVERT HEADWALL
 ML0861_STAMPING: A 207 1934
 ML0861_MARK LOGO: CGS
 ML0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0861+STABILITY: SURFACE MOTION
 ML0861
 ML0861  HISTORY     - Date     Condition        Report By
 ML0861  HISTORY     - 1934     MONUMENTED       CGS
 ML0861  HISTORY     - 1949     GOOD             CGS
 ML0861
 ML0861                          STATION DESCRIPTION
 ML0861
 ML0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0861'5.5 MI NW FROM MERNA.
 ML0861'5.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0861'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, OPPOSITE AND
 ML0861'WEST OF RAILROAD CULVERT 190.22, AT A HIGHWAY CULVERT, IN THE
 ML0861'TOP OF THE NORTH END OF THE NORTHEAST HEADWALL, ABOUT 60 FEET
 ML0861'WEST OF THE WEST RAIL, AND 18 FEET EAST OF THE CENTERLINE OF THE
 ML0861'HIGHWAY.  A STANDARD DISK, STAMPED A 207 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0006 ***********************************************************************
 LG0006  DESIGNATION -  A 208
 LG0006  PID         -  LG0006
 LG0006  STATE/COUNTY-  NE/OTOE
 LG0006  COUNTRY     -  US
 LG0006  USGS QUAD   -  DUNBAR (2017)
 LG0006
 LG0006                         *CURRENT SURVEY CONTROL
 LG0006  ______________________________________________________________________
 LG0006* NAD 83(1986) POSITION- 40 40 04.     (N) 096 03 34.     (W)   SCALED
 LG0006* NAVD 88 ORTHO HEIGHT -   331.213 (meters)     1086.65  (feet) ADJUSTED
 LG0006  ______________________________________________________________________
 LG0006  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 LG0006  DYNAMIC HEIGHT  -        331.041 (meters)     1086.09  (feet) COMP
 LG0006  MODELED GRAVITY -    980,097.5   (mgal)                       NAVD 88
 LG0006
 LG0006  VERT ORDER      -  FIRST     CLASS II
 LG0006
 LG0006.The horizontal coordinates were scaled from a map and have
 LG0006.an estimated accuracy of +/- 6 seconds.
 LG0006
 LG0006.The orthometric height was determined by differential leveling and
 LG0006.adjusted by the NATIONAL GEODETIC SURVEY
 LG0006.in June 1991.
 LG0006
 LG0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0006.GEOID18 height accuracy estimate available here.
 LG0006
 LG0006.Click photographs - Photos may exist for this station.
 LG0006
 LG0006.The dynamic height is computed by dividing the NAVD 88
 LG0006.geopotential number by the normal gravity value computed on the
 LG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0006.degrees latitude (g = 980.6199 gals.).
 LG0006
 LG0006.The modeled gravity was interpolated from observed gravity values.
 LG0006
 LG0006;                    North         East    Units  Estimated Accuracy
 LG0006;SPC NE       -   100,240.      833,010.      MT  (+/- 180 meters Scaled)
 LG0006
 LG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL485060(NAD 83)
 LG0006
 LG0006                          SUPERSEDED SURVEY CONTROL
 LG0006
 LG0006  NGVD 29 (??/??/92)  331.094  (m)         1086.26   (f) ADJ UNCH    1 2
 LG0006
 LG0006.Superseded values are not recommended for survey control.
 LG0006
 LG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0006.See file dsdata.pdf to determine how the superseded data were derived.
 LG0006
 LG0006_MARKER: DB = BENCH MARK DISK
 LG0006_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0006_SP_SET: BOX CULVERT HEADWALL
 LG0006_STAMPING: A 208 1940
 LG0006_MARK LOGO: CGS
 LG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0006+STABILITY: SURFACE MOTION
 LG0006
 LG0006  HISTORY     - Date     Condition        Report By
 LG0006  HISTORY     - 1940     MONUMENTED       CGS
 LG0006  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0006
 LG0006                          STATION DESCRIPTION
 LG0006
 LG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0006'2.2 MI W FROM DUNBAR.
 LG0006'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0006'FROM THE STATION AT DUNBAR, OTOE COUNTY, 0.2 MILE WEST OF MILEPOST
 LG0006'18, 67 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 32 FEET NORTH
 LG0006'OF THE CENTERLINE OF STATE HIGHWAY 2, AT AN 8- BY 8-FOOT
 LG0006'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE WEST
 LG0006'END OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED A 208 1940.
 LG0006'NOTE-- BM HAS PROBABLY BEEN DESTROYED BY ROAD CONSTRUCTION.
 LG0006'STATE HWY. 2 IS BEING REBUILT FROM DUNBAR TO SYRACUSE.
 LG0006
 LG0006                          STATION RECOVERY (1964)
 LG0006
 LG0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0330 ***********************************************************************
 LG0330  DESIGNATION -  A 209
 LG0330  PID         -  LG0330
 LG0330  STATE/COUNTY-  NE/LANCASTER
 LG0330  COUNTRY     -  US
 LG0330  USGS QUAD   -  CRETE NORTH (2017)
 LG0330
 LG0330                         *CURRENT SURVEY CONTROL
 LG0330  ______________________________________________________________________
 LG0330* NAD 83(1986) POSITION- 40 41 10.     (N) 096 52 54.     (W)   SCALED
 LG0330* NAVD 88 ORTHO HEIGHT -   408.650 (meters)     1340.71  (feet) ADJUSTED
 LG0330  ______________________________________________________________________
 LG0330  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 LG0330  DYNAMIC HEIGHT  -        408.453 (meters)     1340.07  (feet) COMP
 LG0330  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 LG0330
 LG0330  VERT ORDER      -  FIRST     CLASS II
 LG0330
 LG0330.The horizontal coordinates were scaled from a map and have
 LG0330.an estimated accuracy of +/- 6 seconds.
 LG0330
 LG0330.The orthometric height was determined by differential leveling and
 LG0330.adjusted by the NATIONAL GEODETIC SURVEY
 LG0330.in June 1991.
 LG0330
 LG0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0330.GEOID18 height accuracy estimate available here.
 LG0330
 LG0330.Click photographs - Photos may exist for this station.
 LG0330
 LG0330.The dynamic height is computed by dividing the NAVD 88
 LG0330.geopotential number by the normal gravity value computed on the
 LG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0330.degrees latitude (g = 980.6199 gals.).
 LG0330
 LG0330.The modeled gravity was interpolated from observed gravity values.
 LG0330
 LG0330;                    North         East    Units  Estimated Accuracy
 LG0330;SPC NE       -    99,440.      763,480.      MT  (+/- 180 meters Scaled)
 LG0330
 LG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL790060(NAD 83)
 LG0330
 LG0330                          SUPERSEDED SURVEY CONTROL
 LG0330
 LG0330  NGVD 29 (??/??/92)  408.528  (m)         1340.31   (f) ADJ UNCH    1 2
 LG0330
 LG0330.Superseded values are not recommended for survey control.
 LG0330
 LG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0330.See file dsdata.pdf to determine how the superseded data were derived.
 LG0330
 LG0330_MARKER: DB = BENCH MARK DISK
 LG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0330_STAMPING: A 209 1940
 LG0330_MARK LOGO: CGS
 LG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0330+STABILITY: SURFACE MOTION
 LG0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0330+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 LG0330
 LG0330  HISTORY     - Date     Condition        Report By
 LG0330  HISTORY     - 1940     MONUMENTED       CGS
 LG0330  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0330  HISTORY     - 20070606 GOOD             NEDR
 LG0330
 LG0330                          STATION DESCRIPTION
 LG0330
 LG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0330'4.4 MI SW FROM DENTON.
 LG0330'4.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0330'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 0.4 MILE
 LG0330'NORTHEAST OF MILEPOST 74, AT A FARM-ROAD CROSSING, 140 FEET
 LG0330'SOUTHEAST OF THE CENTER OF THE CROSSING, 99 FEET SOUTHEAST OF
 LG0330'THE CENTERLINE OF THE TRACK, 36 FEET NORTHEAST OF A CONCRETE
 LG0330'GATEPOST IN THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTHWEST OF A
 LG0330'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 209 1940
 LG0330'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0330'GROUND.
 LG0330
 LG0330                          STATION RECOVERY (1964)
 LG0330
 LG0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0330'MARK NOT FOUND.
 LG0330
 LG0330                          STATION RECOVERY (2007)
 LG0330
 LG0330'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 LG0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0175 ***********************************************************************
 NO0175  DESIGNATION -  A 21
 NO0175  PID         -  NO0175
 NO0175  STATE/COUNTY-  NE/CHERRY
 NO0175  COUNTRY     -  US
 NO0175  USGS QUAD   -  KENNEDY (2017)
 NO0175
 NO0175                         *CURRENT SURVEY CONTROL
 NO0175  ______________________________________________________________________
 NO0175* NAD 83(1986) POSITION- 42 32 46.     (N) 100 48 57.     (W)   SCALED
 NO0175* NAVD 88 ORTHO HEIGHT -   923.165 (meters)     3028.75  (feet) ADJUSTED
 NO0175  ______________________________________________________________________
 NO0175  GEOID HEIGHT    -        -21.009 (meters)                     GEOID18
 NO0175  DYNAMIC HEIGHT  -        922.737 (meters)     3027.35  (feet) COMP
 NO0175  MODELED GRAVITY -    980,126.8   (mgal)                       NAVD 88
 NO0175
 NO0175  VERT ORDER      -  FIRST     CLASS II
 NO0175
 NO0175.The horizontal coordinates were scaled from a map and have
 NO0175.an estimated accuracy of +/- 6 seconds.
 NO0175
 NO0175.The orthometric height was determined by differential leveling and
 NO0175.adjusted by the NATIONAL GEODETIC SURVEY
 NO0175.in June 1994.
 NO0175
 NO0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0175.GEOID18 height accuracy estimate available here.
 NO0175
 NO0175.Click photographs - Photos may exist for this station.
 NO0175
 NO0175.The dynamic height is computed by dividing the NAVD 88
 NO0175.geopotential number by the normal gravity value computed on the
 NO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0175.degrees latitude (g = 980.6199 gals.).
 NO0175
 NO0175.The modeled gravity was interpolated from observed gravity values.
 NO0175
 NO0175;                    North         East    Units  Estimated Accuracy
 NO0175;SPC NE       -   301,520.      433,000.      MT  (+/- 180 meters Scaled)
 NO0175
 NO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN509120(NAD 83)
 NO0175
 NO0175                          SUPERSEDED SURVEY CONTROL
 NO0175
 NO0175  NAVD 88 (06/15/91)  923.157  (m)         3028.72   (f) SUPERSEDED  1 2
 NO0175  NGVD 29 (02/14/92)  922.862  (m)         3027.76   (f) ADJUSTED    1 2
 NO0175  NGVD 29 (??/??/87)  922.842  (m)         3027.69   (f) SUPERSEDED  1 2
 NO0175
 NO0175.Superseded values are not recommended for survey control.
 NO0175
 NO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0175.See file dsdata.pdf to determine how the superseded data were derived.
 NO0175
 NO0175_MARKER: DB = BENCH MARK DISK
 NO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0175_STAMPING: A 21 1933 3027.691
 NO0175_MARK LOGO: CGS
 NO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0175+STABILITY: SURFACE MOTION
 NO0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0175+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0175
 NO0175  HISTORY     - Date     Condition        Report By
 NO0175  HISTORY     - 1933     MONUMENTED       CGS
 NO0175  HISTORY     - 1934     GOOD             CGS
 NO0175  HISTORY     - 1984     GOOD             USGS
 NO0175  HISTORY     - 19910804 GOOD             NGS
 NO0175
 NO0175                          STATION DESCRIPTION
 NO0175
 NO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0175'34.9 MI SW FROM VALENTINE.
 NO0175'1.4 MILES NORTHEAST ALONG A ROAD FROM THE ROAD JUNCTION AT
 NO0175'TINY TOWN, CHERRY COUNTY, AT KENNEDY, ON THE PROPERTY OF THE
 NO0175'L.C. BEEL RANCH IN 1933, 120 FEET EAST OF THE DWELLING, 60 FEET
 NO0175'WEST OF THE ROAD, 40 FEET WEST OF A FENCE LINE, AND IN LINE WITH
 NO0175'THE THIRD ROW OF COTTONWOOD TREES FROM THE NORTH.  A STANDARD
 NO0175'DISK, STAMPED 3027.691 A 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0175'POST PROJECTION 6 INCHES ABOVE GROUND.
 NO0175
 NO0175                          STATION RECOVERY (1984)
 NO0175
 NO0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0175'T 30 N., R. 30 W. NEAR 1/4 CORNER BETWEEN SECS. 26 AND 27, GERALD
 NO0175'BEEL RANCH, APPROX. 330 FT. NORTH AND 860 FT. WEST AND NORMAL FROM
 NO0175'RD. DRIVE NORTHWEST TO BEEL RANCH , 270 FEET EAST OF RANCH HOUSE.
 NO0175'STD. TABLET SET IN A CONCRETE POST, PROJECTING 0.5 FT., STAMPED A 21
 NO0175'1933.
 NO0175
 NO0175                          STATION RECOVERY (1991)
 NO0175
 NO0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0175'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0175'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 31.8 KM (19.75 MI) WESTERLY
 NO0175'ALONG STATE HIGHWAY SPUR 16B, 100.3 M (329.1 FT) EAST OF THE
 NO0175'NORTHEAST CORNER OF THE A HOUSE, 97.3 M (319.2 FT) NORTHWEST OF AND
 NO0175'LEVEL WITH THE ROAD CENTER, 55.2 M (181.1 FT) NORTHEAST OF A UTILITY
 NO0175'POLE, 28.1 M (92.2 FT) SOUTHEAST OF A UTILITY POLE, 12.5 M (41.0 FT)
 NO0175'SOUTH OF A CORREL GATE SWING POST, AND THE MONUMENT PROJECTS 0.05 M
 NO0175'(0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 NO0175'PROPERTY OWNED BY J.R. BEEL, HC 37, BOX 34, VALENTINE, NE 69201,
 NO0175'TELEPHONE NUMBER (402) 376-1477.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1393 ***********************************************************************
 MK1393  DESIGNATION -  A 211
 MK1393  PID         -  MK1393
 MK1393  STATE/COUNTY-  NE/MERRICK
 MK1393  COUNTRY     -  US
 MK1393  USGS QUAD   -  SILVER CREEK (2017)
 MK1393
 MK1393                         *CURRENT SURVEY CONTROL
 MK1393  ______________________________________________________________________
 MK1393* NAD 83(1986) POSITION- 41 19 14.     (N) 097 39 07.     (W)   SCALED
 MK1393* NAVD 88 ORTHO HEIGHT -   471.897 (meters)     1548.22  (feet) ADJUSTED
 MK1393  ______________________________________________________________________
 MK1393  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 MK1393  DYNAMIC HEIGHT  -        471.680 (meters)     1547.50  (feet) COMP
 MK1393  MODELED GRAVITY -    980,148.1   (mgal)                       NAVD 88
 MK1393
 MK1393  VERT ORDER      -  FIRST     CLASS II
 MK1393
 MK1393.The horizontal coordinates were scaled from a map and have
 MK1393.an estimated accuracy of +/- 6 seconds.
 MK1393
 MK1393.The orthometric height was determined by differential leveling and
 MK1393.adjusted by the NATIONAL GEODETIC SURVEY
 MK1393.in June 1991.
 MK1393
 MK1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1393.GEOID18 height accuracy estimate available here.
 MK1393
 MK1393.Click photographs - Photos may exist for this station.
 MK1393
 MK1393.The dynamic height is computed by dividing the NAVD 88
 MK1393.geopotential number by the normal gravity value computed on the
 MK1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1393.degrees latitude (g = 980.6199 gals.).
 MK1393
 MK1393.The modeled gravity was interpolated from observed gravity values.
 MK1393
 MK1393;                    North         East    Units  Estimated Accuracy
 MK1393;SPC NE       -   167,790.      696,500.      MT  (+/- 180 meters Scaled)
 MK1393
 MK1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL128752(NAD 83)
 MK1393
 MK1393                          SUPERSEDED SURVEY CONTROL
 MK1393
 MK1393  NGVD 29 (??/??/92)  471.698  (m)         1547.56   (f) ADJ UNCH    1 2
 MK1393
 MK1393.Superseded values are not recommended for survey control.
 MK1393
 MK1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1393.See file dsdata.pdf to determine how the superseded data were derived.
 MK1393
 MK1393_MARKER: DB = BENCH MARK DISK
 MK1393_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK1393+WITH SETTING: PAVEMENT
 MK1393_SP_SET: SIGNAL BASE
 MK1393_STAMPING: A 211 1940
 MK1393_MARK LOGO: CGS
 MK1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1393+STABILITY: SURFACE MOTION
 MK1393
 MK1393  HISTORY     - Date     Condition        Report By
 MK1393  HISTORY     - 1940     MONUMENTED       CGS
 MK1393  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1393
 MK1393                          STATION DESCRIPTION
 MK1393
 MK1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1393'0.5 MI NE FROM SILVER CREEK.
 MK1393'0.5 MILE NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1393'CREEK.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1393'RR., AT BLOCK SIGNAL NO. 1018, 10.4 FEET SOUTH OF CENTERLINE
 MK1393'OF SOUTH MAIN TRACK, B.M. IS SET FLUSH AND HORIZONTALLY IN TOP
 MK1393'OF EAST END OF CONCRETE BASE OF BLOCK SIGNAL NO. 1018.  NO 4 X 4
 MK1393'INCH WOODEN POST WAS SET BECAUSE BLOCK SIGNAL SERVES AS LANDMARK.
 MK1393
 MK1393                          STATION RECOVERY (1957)
 MK1393
 MK1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1369 ***********************************************************************
 MK1369  DESIGNATION -  A 212
 MK1369  PID         -  MK1369
 MK1369  STATE/COUNTY-  NE/MERRICK
 MK1369  COUNTRY     -  US
 MK1369  USGS QUAD   -  POLK NW (2017)
 MK1369
 MK1369                         *CURRENT SURVEY CONTROL
 MK1369  ______________________________________________________________________
 MK1369* NAD 83(1986) POSITION- 41 09 03.     (N) 097 56 38.     (W)   SCALED
 MK1369* NAVD 88 ORTHO HEIGHT -   509.460 (meters)     1671.45  (feet) ADJUSTED
 MK1369  ______________________________________________________________________
 MK1369  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 MK1369  DYNAMIC HEIGHT  -        509.210 (meters)     1670.63  (feet) COMP
 MK1369  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 MK1369
 MK1369  VERT ORDER      -  FIRST     CLASS II
 MK1369
 MK1369.The horizontal coordinates were scaled from a map and have
 MK1369.an estimated accuracy of +/- 6 seconds.
 MK1369
 MK1369.The orthometric height was determined by differential leveling and
 MK1369.adjusted by the NATIONAL GEODETIC SURVEY
 MK1369.in June 1991.
 MK1369
 MK1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1369.GEOID18 height accuracy estimate available here.
 MK1369
 MK1369.Click photographs - Photos may exist for this station.
 MK1369
 MK1369.The dynamic height is computed by dividing the NAVD 88
 MK1369.geopotential number by the normal gravity value computed on the
 MK1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1369.degrees latitude (g = 980.6199 gals.).
 MK1369
 MK1369.The modeled gravity was interpolated from observed gravity values.
 MK1369
 MK1369;                    North         East    Units  Estimated Accuracy
 MK1369;SPC NE       -   148,330.      672,520.      MT  (+/- 180 meters Scaled)
 MK1369
 MK1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL886560(NAD 83)
 MK1369
 MK1369                          SUPERSEDED SURVEY CONTROL
 MK1369
 MK1369  NGVD 29 (??/??/92)  509.246  (m)         1670.75   (f) ADJ UNCH    1 2
 MK1369
 MK1369.Superseded values are not recommended for survey control.
 MK1369
 MK1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1369.See file dsdata.pdf to determine how the superseded data were derived.
 MK1369
 MK1369_MARKER: DB = BENCH MARK DISK
 MK1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1369_STAMPING: A 212 1940
 MK1369_MARK LOGO: CGS
 MK1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1369+STABILITY: SURFACE MOTION
 MK1369
 MK1369  HISTORY     - Date     Condition        Report By
 MK1369  HISTORY     - 1940     MONUMENTED       CGS
 MK1369
 MK1369                          STATION DESCRIPTION
 MK1369
 MK1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1369'4 MI NE FROM CENTRAL CITY.
 MK1369'4.0 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CENTRAL
 MK1369'CITY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1369'RR., 592 FEET NORTHEAST OF MILEPOST NO. 121, 165 FEET SOUTHWEST OF
 MK1369'CENTER OF INTERSECTION OF NORTH-SOUTH ROAD AND SOUTH MAIN TRACK,
 MK1369'55 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 42 FEET SOUTH
 MK1369'OF CENTERLINE OF SOUTH MAIN TRACK, 8.5 FEET SOUTHWEST OF SEVENTH
 MK1369'TELEGRAPH POLE NORTHEAST OF MILEPOST NO. 121, 3.0 FEET NORTHEAST
 MK1369'OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET, IN LINE WITH
 MK1369'TELEGRAPH POLES.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1148 ***********************************************************************
 NM1148  DESIGNATION -  A 214
 NM1148  PID         -  NM1148
 NM1148  STATE/COUNTY-  NE/PIERCE
 NM1148  COUNTRY     -  US
 NM1148  USGS QUAD   -  WEE TOWN (2017)
 NM1148
 NM1148                         *CURRENT SURVEY CONTROL
 NM1148  ______________________________________________________________________
 NM1148* NAD 83(1986) POSITION- 42 09 14.     (N) 097 29 05.     (W)   SCALED
 NM1148* NAVD 88 ORTHO HEIGHT -   478.431 (meters)     1569.65  (feet) ADJUSTED
 NM1148  ______________________________________________________________________
 NM1148  GEOID HEIGHT    -        -24.912 (meters)                     GEOID18
 NM1148  DYNAMIC HEIGHT  -        478.245 (meters)     1569.04  (feet) COMP
 NM1148  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 NM1148
 NM1148  VERT ORDER      -  FIRST     CLASS II
 NM1148
 NM1148.The horizontal coordinates were scaled from a map and have
 NM1148.an estimated accuracy of +/- 6 seconds.
 NM1148
 NM1148.The orthometric height was determined by differential leveling and
 NM1148.adjusted by the NATIONAL GEODETIC SURVEY
 NM1148.in June 1991.
 NM1148
 NM1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1148.GEOID18 height accuracy estimate available here.
 NM1148
 NM1148.Click photographs - Photos may exist for this station.
 NM1148
 NM1148.The dynamic height is computed by dividing the NAVD 88
 NM1148.geopotential number by the normal gravity value computed on the
 NM1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1148.degrees latitude (g = 980.6199 gals.).
 NM1148
 NM1148.The modeled gravity was interpolated from observed gravity values.
 NM1148
 NM1148;                    North         East    Units  Estimated Accuracy
 NM1148;SPC NE       -   260,670.      707,800.      MT  (+/- 180 meters Scaled)
 NM1148
 NM1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM251679(NAD 83)
 NM1148
 NM1148                          SUPERSEDED SURVEY CONTROL
 NM1148
 NM1148  NGVD 29 (??/??/92)  478.254  (m)         1569.07   (f) ADJ UNCH    1 2
 NM1148
 NM1148.Superseded values are not recommended for survey control.
 NM1148
 NM1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1148.See file dsdata.pdf to determine how the superseded data were derived.
 NM1148
 NM1148_MARKER: DB = BENCH MARK DISK
 NM1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1148_STAMPING: A 214 1940
 NM1148_MARK LOGO: CGS
 NM1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1148+STABILITY: SURFACE MOTION
 NM1148
 NM1148  HISTORY     - Date     Condition        Report By
 NM1148  HISTORY     - 1940     MONUMENTED       CGS
 NM1148  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NM1148
 NM1148                          STATION DESCRIPTION
 NM1148
 NM1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1148'3.8 MI NW FROM HADAR.
 NM1148'3.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1148'FROM THE STATION AT HADAR, PIERCE COUNTY, 260 FEET NORTHWEST
 NM1148'OF THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD (FORMERLY U.S.
 NM1148'HIGHWAY 81), 80 FEET WEST OF THE CENTERLINE OF THE ROAD, 48 FEET
 NM1148'NORTHEAST OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF THE
 NM1148'RIGHT-OF-WAY FENCE, AND 3.4 FEET NORTH OF A WHITE WITNESS POST.
 NM1148'A STANDARD DISK, STAMPED A 214 1940 AND SET IN THE TOP OF A
 NM1148'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 NM1148
 NM1148                          STATION RECOVERY (1982)
 NM1148
 NM1148'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NM1148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0101 ***********************************************************************
 NP0101  DESIGNATION -  A 215
 NP0101  PID         -  NP0101
 NP0101  STATE/COUNTY-  NE/SHERIDAN
 NP0101  COUNTRY     -  US
 NP0101  USGS QUAD   -  ELLSWORTH (2017)
 NP0101
 NP0101                         *CURRENT SURVEY CONTROL
 NP0101  ______________________________________________________________________
 NP0101* NAD 83(1986) POSITION- 42 03 36.74   (N) 102 22 02.16   (W)   HD_HELD1
 NP0101* NAVD 88 ORTHO HEIGHT -  1187.116 (meters)     3894.73  (feet) ADJUSTED
 NP0101  ______________________________________________________________________
 NP0101  GEOID HEIGHT    -        -18.921 (meters)                     GEOID18
 NP0101  DYNAMIC HEIGHT  -       1186.428 (meters)     3892.47  (feet) COMP
 NP0101  MODELED GRAVITY -    980,001.5   (mgal)                       NAVD 88
 NP0101
 NP0101  VERT ORDER      -  SECOND    CLASS 0
 NP0101
 NP0101.The horizontal coordinates were determined by differentially corrected
 NP0101.hand held GPS observations or other comparable positioning techniques
 NP0101.and have an estimated accuracy of +/- 3 meters.
 NP0101
 NP0101.The orthometric height was determined by differential leveling and
 NP0101.adjusted by the NATIONAL GEODETIC SURVEY
 NP0101.in June 1991.
 NP0101
 NP0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0101.GEOID18 height accuracy estimate available here.
 NP0101
 NP0101.Click photographs - Photos may exist for this station.
 NP0101
 NP0101.The dynamic height is computed by dividing the NAVD 88
 NP0101.geopotential number by the normal gravity value computed on the
 NP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0101.degrees latitude (g = 980.6199 gals.).
 NP0101
 NP0101.The modeled gravity was interpolated from observed gravity values.
 NP0101
 NP0101;                    North         East    Units  Estimated Accuracy
 NP0101;SPC NE       -   249,924.8     304,137.4     MT  (+/- 3 meters HH1 GPS) 
 NP0101
 NP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1783959814(NAD 83)
 NP0101
 NP0101                          SUPERSEDED SURVEY CONTROL
 NP0101
 NP0101  NGVD 29 (??/??/92) 1186.555  (m)         3892.89   (f) ADJ UNCH    2 0
 NP0101
 NP0101.Superseded values are not recommended for survey control.
 NP0101
 NP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0101.See file dsdata.pdf to determine how the superseded data were derived.
 NP0101
 NP0101_MARKER: DB = BENCH MARK DISK
 NP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0101_STAMPING: A 215 1940
 NP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0101+STABILITY: SURFACE MOTION
 NP0101
 NP0101  HISTORY     - Date     Condition        Report By
 NP0101  HISTORY     - 1940     MONUMENTED       CGS
 NP0101  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0101
 NP0101                          STATION DESCRIPTION
 NP0101
 NP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0101'3 MI E FROM LAKE SIDE.
 NP0101'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0101'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 63 FEET SOUTH OF
 NP0101'MILEPOST 339, 150 FEET SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD
 NP0101'CROSSING, 86 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2,
 NP0101'51 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.0 FEET WEST
 NP0101'OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.
 NP0101'A STANDARD DISK, STAMPED A 215 1940 AND SET IN THE TOP OF A
 NP0101'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0101
 NP0101                          STATION RECOVERY (2007)
 NP0101
 NP0101'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0554 ***********************************************************************
 LF0554  DESIGNATION -  A 216
 LF0554  PID         -  LF0554
 LF0554  STATE/COUNTY-  NE/RICHARDSON
 LF0554  COUNTRY     -  US
 LF0554  USGS QUAD   -  HUMBOLDT (2017)
 LF0554
 LF0554                         *CURRENT SURVEY CONTROL
 LF0554  ______________________________________________________________________
 LF0554* NAD 83(1986) POSITION- 40 09 11.     (N) 095 58 58.     (W)   SCALED
 LF0554* NAVD 88 ORTHO HEIGHT -   303.378 (meters)      995.33  (feet) ADJUSTED
 LF0554  ______________________________________________________________________
 LF0554  GEOID HEIGHT    -        -29.352 (meters)                     GEOID18
 LF0554  DYNAMIC HEIGHT  -        303.211 (meters)      994.78  (feet) COMP
 LF0554  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LF0554
 LF0554  VERT ORDER      -  SECOND    CLASS 0
 LF0554
 LF0554.The horizontal coordinates were scaled from a map and have
 LF0554.an estimated accuracy of +/- 6 seconds.
 LF0554
 LF0554.The orthometric height was determined by differential leveling and
 LF0554.adjusted by the NATIONAL GEODETIC SURVEY
 LF0554.in June 1991.
 LF0554
 LF0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0554.GEOID18 height accuracy estimate available here.
 LF0554
 LF0554.Click photographs - Photos may exist for this station.
 LF0554
 LF0554.The dynamic height is computed by dividing the NAVD 88
 LF0554.geopotential number by the normal gravity value computed on the
 LF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0554.degrees latitude (g = 980.6199 gals.).
 LF0554
 LF0554.The modeled gravity was interpolated from observed gravity values.
 LF0554
 LF0554;                    North         East    Units  Estimated Accuracy
 LF0554;SPC NE       -    43,450.      842,130.      MT  (+/- 180 meters Scaled)
 LF0554
 LF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE459490(NAD 83)
 LF0554
 LF0554                          SUPERSEDED SURVEY CONTROL
 LF0554
 LF0554  NGVD 29 (??/??/92)  303.293  (m)          995.05   (f) ADJ UNCH    2 0
 LF0554
 LF0554.Superseded values are not recommended for survey control.
 LF0554
 LF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0554.See file dsdata.pdf to determine how the superseded data were derived.
 LF0554
 LF0554_MARKER: DB = BENCH MARK DISK
 LF0554_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0554_SP_SET: BRIDGE ABUTMENT
 LF0554_STAMPING: A 216 1945
 LF0554_MARK LOGO: CGS
 LF0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0554
 LF0554  HISTORY     - Date     Condition        Report By
 LF0554  HISTORY     - 1945     MONUMENTED       CGS
 LF0554  HISTORY     - 1981     GOOD             LOCSUR
 LF0554
 LF0554                          STATION DESCRIPTION
 LF0554
 LF0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0554'2.1 MI NW FROM HUMBOLDT.
 LF0554'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0554'RAILROAD FROM THE STATION AT HUMBOLDT, AT BRIDGE 42.26, IN THE
 LF0554'TOP OF THE SOUTH END OF THE WEST ABUTMENT, 8 FEET SOUTH OF THE
 LF0554'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LF0554'AN IRON BENCH-MARK DISK, STAMPED A 216 1945.
 LF0554
 LF0554                          STATION RECOVERY (1981)
 LF0554
 LF0554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0168 ***********************************************************************
 NN0168  DESIGNATION -  A 217
 NN0168  PID         -  NN0168
 NN0168  STATE/COUNTY-  NE/HOLT
 NN0168  COUNTRY     -  US
 NN0168  USGS QUAD   -  PAGE (2017)
 NN0168
 NN0168                         *CURRENT SURVEY CONTROL
 NN0168  ______________________________________________________________________
 NN0168* NAD 83(1986) POSITION- 42 22 45.     (N) 098 25 01.     (W)   SCALED
 NN0168* NAVD 88 ORTHO HEIGHT -   595.513 (meters)     1953.78  (feet) ADJUSTED
 NN0168  ______________________________________________________________________
 NN0168  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 NN0168  DYNAMIC HEIGHT  -        595.275 (meters)     1953.00  (feet) COMP
 NN0168  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 NN0168
 NN0168  VERT ORDER      -  FIRST     CLASS II
 NN0168
 NN0168.The horizontal coordinates were scaled from a map and have
 NN0168.an estimated accuracy of +/- 6 seconds.
 NN0168
 NN0168.The orthometric height was determined by differential leveling and
 NN0168.adjusted by the NATIONAL GEODETIC SURVEY
 NN0168.in June 1991.
 NN0168
 NN0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0168.GEOID18 height accuracy estimate available here.
 NN0168
 NN0168.Click photographs - Photos may exist for this station.
 NN0168
 NN0168.The dynamic height is computed by dividing the NAVD 88
 NN0168.geopotential number by the normal gravity value computed on the
 NN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0168.degrees latitude (g = 980.6199 gals.).
 NN0168
 NN0168.The modeled gravity was interpolated from observed gravity values.
 NN0168
 NN0168;                    North         East    Units  Estimated Accuracy
 NN0168;SPC NE       -   283,860.      630,340.      MT  (+/- 180 meters Scaled)
 NN0168
 NN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM479920(NAD 83)
 NN0168
 NN0168                          SUPERSEDED SURVEY CONTROL
 NN0168
 NN0168  NGVD 29 (??/??/92)  595.306  (m)         1953.10   (f) ADJ UNCH    1 2
 NN0168
 NN0168.Superseded values are not recommended for survey control.
 NN0168
 NN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0168.See file dsdata.pdf to determine how the superseded data were derived.
 NN0168
 NN0168_MARKER: DB = BENCH MARK DISK
 NN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0168_STAMPING: A 217 1946
 NN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0168+STABILITY: SURFACE MOTION
 NN0168
 NN0168  HISTORY     - Date     Condition        Report By
 NN0168  HISTORY     - 1946     MONUMENTED       CGS
 NN0168  HISTORY     - 1964     GOOD             CGS
 NN0168
 NN0168                          STATION DESCRIPTION
 NN0168
 NN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0168'1.6 MI S FROM PAGE.
 NN0168'1.6 MILES SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0168'AT PAGE, HOLT COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST
 NN0168'DIRT ROAD, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 34
 NN0168'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 20.5 FEET
 NN0168'NORTHEAST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 NN0168'CULVERT, 20 FEET EAST OF A POLE AND A FENCE CORNER, 2 FEET
 NN0168'SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 NN0168'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 217
 NN0168'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NN0168'ABOVE GROUND.  NOTE-- STATE HIGHWAY 108 SHOULD BE CHANGED TO
 NN0168'READ STATE SPUR 320.  STEEL WITNESS POST IS 1 FOOT NORTH OF B.M.
 NN0168
 NN0168                          STATION RECOVERY (1964)
 NN0168
 NN0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0210 ***********************************************************************
 NN0210  DESIGNATION -  A 218
 NN0210  PID         -  NN0210
 NN0210  STATE/COUNTY-  NE/HOLT
 NN0210  COUNTRY     -  US
 NN0210  USGS QUAD   -  EMMET (2017)
 NN0210
 NN0210                         *CURRENT SURVEY CONTROL
 NN0210  ______________________________________________________________________
 NN0210* NAD 83(1986) POSITION- 42 28 39.33   (N) 098 50 01.51   (W)   HD_HELD1
 NN0210* NAVD 88 ORTHO HEIGHT -   617.794 (meters)     2026.88  (feet) ADJUSTED
 NN0210  ______________________________________________________________________
 NN0210  GEOID HEIGHT    -        -24.236 (meters)                     GEOID18
 NN0210  DYNAMIC HEIGHT  -        617.550 (meters)     2026.08  (feet) COMP
 NN0210  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 NN0210
 NN0210  VERT ORDER      -  FIRST     CLASS II
 NN0210
 NN0210.The horizontal coordinates were determined by differentially corrected
 NN0210.hand held GPS observations or other comparable positioning techniques
 NN0210.and have an estimated accuracy of +/- 3 meters.
 NN0210
 NN0210.The orthometric height was determined by differential leveling and
 NN0210.adjusted by the NATIONAL GEODETIC SURVEY
 NN0210.in June 1991.
 NN0210
 NN0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0210.GEOID18 height accuracy estimate available here.
 NN0210
 NN0210.Click photographs - Photos may exist for this station.
 NN0210
 NN0210.The dynamic height is computed by dividing the NAVD 88
 NN0210.geopotential number by the normal gravity value computed on the
 NN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0210.degrees latitude (g = 980.6199 gals.).
 NN0210
 NN0210.The modeled gravity was interpolated from observed gravity values.
 NN0210
 NN0210;                    North         East    Units  Estimated Accuracy
 NN0210;SPC NE       -   294,240.9     595,876.8     MT  (+/- 3 meters HH1 GPS) 
 NN0210
 NN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1366402818(NAD 83)
 NN0210
 NN0210                          SUPERSEDED SURVEY CONTROL
 NN0210
 NN0210  NGVD 29 (??/??/92)  617.575  (m)         2026.16   (f) ADJ UNCH    1 2
 NN0210
 NN0210.Superseded values are not recommended for survey control.
 NN0210
 NN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0210.See file dsdata.pdf to determine how the superseded data were derived.
 NN0210
 NN0210_MARKER: DB = BENCH MARK DISK
 NN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0210_STAMPING: A 218 1946
 NN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0210+STABILITY: SURFACE MOTION
 NN0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0210+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 NN0210
 NN0210  HISTORY     - Date     Condition        Report By
 NN0210  HISTORY     - 1946     MONUMENTED       CGS
 NN0210  HISTORY     - 1982     GOOD             LOCSUR
 NN0210  HISTORY     - 20100809 GOOD             JEOCON
 NN0210
 NN0210                          STATION DESCRIPTION
 NN0210
 NN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0210'1.4 MI W FROM EMMET.
 NN0210'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0210'THE STATION AT EMMET, HOLT COUNTY, 10 POLES WEST OF MILEPOST
 NN0210'165, AT A ROAD CROSSING, 81 FEET NORTH OF THE CENTERLINE OF THE
 NN0210'TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 31 FEET
 NN0210'NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH
 NN0210'OF A WHITE WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE TRACK.
 NN0210'A STANDARD DISK, STAMPED A 218 1946 AND SET IN THE TOP OF A
 NN0210'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0210
 NN0210                          STATION RECOVERY (1982)
 NN0210
 NN0210'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0210'RECOVERED IN GOOD CONDITION.
 NN0210
 NN0210                          STATION RECOVERY (2010)
 NN0210
 NN0210'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0408 ***********************************************************************
 NN0408  DESIGNATION -  A 219
 NN0408  PID         -  NN0408
 NN0408  STATE/COUNTY-  NE/HOLT
 NN0408  COUNTRY     -  US
 NN0408  USGS QUAD   -  DUSTIN (2017)
 NN0408
 NN0408                         *CURRENT SURVEY CONTROL
 NN0408  ______________________________________________________________________
 NN0408* NAD 83(1986) POSITION- 42 48 43.90   (N) 099 06 32.82   (W)   HD_HELD1
 NN0408* NAVD 88 ORTHO HEIGHT -   588.147 (meters)     1929.61  (feet) ADJUSTED
 NN0408  ______________________________________________________________________
 NN0408  GEOID HEIGHT    -        -24.764 (meters)                     GEOID18
 NN0408  DYNAMIC HEIGHT  -        587.932 (meters)     1928.91  (feet) COMP
 NN0408  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 NN0408
 NN0408  VERT ORDER      -  SECOND    CLASS 0
 NN0408
 NN0408.The horizontal coordinates were determined by differentially corrected
 NN0408.hand held GPS observations or other comparable positioning techniques
 NN0408.and have an estimated accuracy of +/- 3 meters.
 NN0408
 NN0408.The orthometric height was determined by differential leveling and
 NN0408.adjusted by the NATIONAL GEODETIC SURVEY
 NN0408.in June 1991.
 NN0408
 NN0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0408.GEOID18 height accuracy estimate available here.
 NN0408
 NN0408.Click photographs - Photos may exist for this station.
 NN0408
 NN0408.The dynamic height is computed by dividing the NAVD 88
 NN0408.geopotential number by the normal gravity value computed on the
 NN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0408.degrees latitude (g = 980.6199 gals.).
 NN0408
 NN0408.The modeled gravity was interpolated from observed gravity values.
 NN0408
 NN0408;                    North         East    Units  Estimated Accuracy
 NN0408;SPC NE       -   331,134.0     572,857.2     MT  (+/- 3 meters HH1 GPS) 
 NN0408
 NN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9107939965(NAD 83)
 NN0408
 NN0408                          SUPERSEDED SURVEY CONTROL
 NN0408
 NN0408  NGVD 29 (??/??/92)  587.904  (m)         1928.82   (f) ADJ UNCH    2 0
 NN0408
 NN0408.Superseded values are not recommended for survey control.
 NN0408
 NN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0408.See file dsdata.pdf to determine how the superseded data were derived.
 NN0408
 NN0408_MARKER: DB = BENCH MARK DISK
 NN0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0408_STAMPING: A 219 1946
 NN0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0408+STABILITY: SURFACE MOTION
 NN0408
 NN0408  HISTORY     - Date     Condition        Report By
 NN0408  HISTORY     - 1946     MONUMENTED       CGS
 NN0408
 NN0408                          STATION DESCRIPTION
 NN0408
 NN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0408'18.1 MI N FROM STUART.
 NN0408'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0408'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0408'NO. 20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0408'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD
 NN0408'AND AN EAST-WEST DIRT ROAD, 61.0 FEET EAST OF AND ABOUT 1.0 FOOT
 NN0408'HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 37.0 FEET
 NN0408'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 31.0 FEET EAST
 NN0408'OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST
 NN0408'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED A 219 1946
 NN0408'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 NN0408'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0189 ***********************************************************************
 MM0189  DESIGNATION -  A 22
 MM0189  PID         -  MM0189
 MM0189  STATE/COUNTY-  NE/HOOKER
 MM0189  COUNTRY     -  US
 MM0189  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0189
 MM0189                         *CURRENT SURVEY CONTROL
 MM0189  ______________________________________________________________________
 MM0189* NAD 83(1986) POSITION- 41 59 06.     (N) 101 02 44.     (W)   SCALED
 MM0189* NAVD 88 ORTHO HEIGHT -  1021.160 (meters)     3350.26  (feet) ADJUSTED
 MM0189  ______________________________________________________________________
 MM0189  GEOID HEIGHT    -        -20.603 (meters)                     GEOID18
 MM0189  DYNAMIC HEIGHT  -       1020.627 (meters)     3348.51  (feet) COMP
 MM0189  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 MM0189
 MM0189  VERT ORDER      -  FIRST     CLASS II
 MM0189
 MM0189.The horizontal coordinates were scaled from a map and have
 MM0189.an estimated accuracy of +/- 6 seconds.
 MM0189
 MM0189.The orthometric height was determined by differential leveling and
 MM0189.adjusted by the NATIONAL GEODETIC SURVEY
 MM0189.in June 1991.
 MM0189
 MM0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0189.GEOID18 height accuracy estimate available here.
 MM0189
 MM0189.Click photographs - Photos may exist for this station.
 MM0189
 MM0189.The dynamic height is computed by dividing the NAVD 88
 MM0189.geopotential number by the normal gravity value computed on the
 MM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0189.degrees latitude (g = 980.6199 gals.).
 MM0189
 MM0189.The modeled gravity was interpolated from observed gravity values.
 MM0189
 MM0189;                    North         East    Units  Estimated Accuracy
 MM0189;SPC NE       -   239,420.      413,380.      MT  (+/- 180 meters Scaled)
 MM0189
 MM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM305501(NAD 83)
 MM0189
 MM0189                          SUPERSEDED SURVEY CONTROL
 MM0189
 MM0189  NGVD 29 (02/14/92) 1020.855  (m)         3349.26   (f) ADJUSTED    1 2
 MM0189  NGVD 29 (??/??/87) 1020.828  (m)         3349.17   (f) SUPERSEDED  1 2
 MM0189
 MM0189.Superseded values are not recommended for survey control.
 MM0189
 MM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0189.See file dsdata.pdf to determine how the superseded data were derived.
 MM0189
 MM0189_MARKER: DB = BENCH MARK DISK
 MM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0189_STAMPING: A 22 1933 3349.166
 MM0189_MARK LOGO: CGS
 MM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0189+STABILITY: SURFACE MOTION
 MM0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0189+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1991
 MM0189
 MM0189  HISTORY     - Date     Condition        Report By
 MM0189  HISTORY     - 1933     MONUMENTED       CGS
 MM0189  HISTORY     - 1947     GOOD             CGS
 MM0189  HISTORY     - 1984     GOOD             USGS
 MM0189  HISTORY     - 19910817 GOOD             NGS
 MM0189
 MM0189                          STATION DESCRIPTION
 MM0189
 MM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0189'4.1 MI S FROM MULLEN.
 MM0189'4.1 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0189'MULLEN, HOOKER COUNTY, 0.6 MILE SOUTH OF THE CHARLES L ERNY
 MM0189'RANCH, AT THE TOP OF A HILL, ABOUT 300 FEET WEST OF THE
 MM0189'CENTERLINE OF THE OLD HIGHWAY, AND 150 FEET EAST OF A FENCE LINE.
 MM0189'A STANDAR DISK, STAMPED 3349.166 A 22 1933 AND SET IN TH TOP
 MM0189'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0189
 MM0189                          STATION RECOVERY (1947)
 MM0189
 MM0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MM0189'RECOVERED IN GOOD CONDITION.
 MM0189
 MM0189                          STATION RECOVERY (1984)
 MM0189
 MM0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0189'MULLEN 4.1 MILES SOUTH OF, 12.7 MILES SOUTH ALONG STATE HIGHWAY 97
 MM0189'FROM MULLEN, HOOKER CO., 0.6 MILE SOUTH OF THE CHARLES L ERNY RANCH,
 MM0189'AT THE TOP OF A HILL, ABOUT 300 FEET WEST OF THE CENTERLINE OF THE
 MM0189'OLD HIGHWAY, AND 150 FEET EAST OF A T-FE. WEST. A STANDARD DISK
 MM0189'STAMPED '3349.166 A 22 1933'. AND SET IN THE TOP OF A CONCRETE POST
 MM0189'PROJECTING 6 INHES ABOVE THE GROUND.
 MM0189
 MM0189                          STATION RECOVERY (1991)
 MM0189
 MM0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0189'6.3 KM (3.90 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0189'OF STATE HIGHWAY 2 IN MULLEN, 100.7 M (330.4 FT) WEST OF AND LEVEL
 MM0189'WITH THE HIGHWAY CENTERLINE, 95.9 M (314.6 FT) WEST OF A WITNESS POST
 MM0189'AND FENCE, 45.6 M (149.6 FT) EAST OF A T-FENCE CORNER, AND THE
 MM0189'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 MM0189'MONUMENT IS ON PROPERTY OWNED BY REVERE CATTLE COMPANY, CONTACT--MRS.
 MM0189'TETER, P.O. BOX 92, MULLEN, NE 69152, TELEPHONE NUMBER (308)
 MM0189'546-2745.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0358 ***********************************************************************
 NN0358  DESIGNATION -  A 220
 NN0358  PID         -  NN0358
 NN0358  STATE/COUNTY-  NE/ROCK
 NN0358  COUNTRY     -  US
 NN0358  USGS QUAD   -  NEWPORT (2017)
 NN0358
 NN0358                         *CURRENT SURVEY CONTROL
 NN0358  ______________________________________________________________________
 NN0358* NAD 83(1986) POSITION- 42 35 39.     (N) 099 18 50.     (W)   SCALED
 NN0358* NAVD 88 ORTHO HEIGHT -   677.315 (meters)     2222.16  (feet) ADJUSTED
 NN0358  ______________________________________________________________________
 NN0358  GEOID HEIGHT    -        -23.668 (meters)                     GEOID18
 NN0358  DYNAMIC HEIGHT  -        677.045 (meters)     2221.27  (feet) COMP
 NN0358  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 NN0358
 NN0358  VERT ORDER      -  FIRST     CLASS II
 NN0358
 NN0358.The horizontal coordinates were scaled from a map and have
 NN0358.an estimated accuracy of +/- 6 seconds.
 NN0358
 NN0358.The orthometric height was determined by differential leveling and
 NN0358.adjusted by the NATIONAL GEODETIC SURVEY
 NN0358.in June 1991.
 NN0358
 NN0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0358.GEOID18 height accuracy estimate available here.
 NN0358
 NN0358.Click photographs - Photos may exist for this station.
 NN0358
 NN0358.The dynamic height is computed by dividing the NAVD 88
 NN0358.geopotential number by the normal gravity value computed on the
 NN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0358.degrees latitude (g = 980.6199 gals.).
 NN0358
 NN0358.The modeled gravity was interpolated from observed gravity values.
 NN0358
 NN0358;                    North         East    Units  Estimated Accuracy
 NN0358;SPC NE       -   306,770.      556,300.      MT  (+/- 180 meters Scaled)
 NN0358
 NN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN742157(NAD 83)
 NN0358
 NN0358                          SUPERSEDED SURVEY CONTROL
 NN0358
 NN0358  NGVD 29 (??/??/92)  677.077  (m)         2221.38   (f) ADJ UNCH    1 2
 NN0358
 NN0358.Superseded values are not recommended for survey control.
 NN0358
 NN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0358.See file dsdata.pdf to determine how the superseded data were derived.
 NN0358
 NN0358_MARKER: DB = BENCH MARK DISK
 NN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0358_STAMPING: A 220 1946
 NN0358_MARK LOGO: CGS
 NN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0358+STABILITY: SURFACE MOTION
 NN0358
 NN0358  HISTORY     - Date     Condition        Report By
 NN0358  HISTORY     - 1946     MONUMENTED       CGS
 NN0358  HISTORY     - 1982     GOOD             LOCSUR
 NN0358
 NN0358                          STATION DESCRIPTION
 NN0358
 NN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0358'0.5 MI S FROM NEWPORT.
 NN0358'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0358'NEWPORT, ROCK COUNTY, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY
 NN0358'2.  50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 27.5 FEET
 NN0358'EAST OF A POLE AT A FENCE CORNER, 15 FEET SOUTHWEST OF A 12-INCH
 NN0358'COTTONWOOD TREE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A
 NN0358'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 NN0358'STANDARD DISK, STAMPED A 220 1946 AND SET IN THE TOP OF A
 NN0358'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0358
 NN0358                          STATION RECOVERY (1982)
 NN0358
 NN0358'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0359 ***********************************************************************
 NN0359  DESIGNATION -  A 220 RESET
 NN0359  PID         -  NN0359
 NN0359  STATE/COUNTY-  NE/ROCK
 NN0359  COUNTRY     -  US
 NN0359  USGS QUAD   -  NEWPORT (2017)
 NN0359
 NN0359                         *CURRENT SURVEY CONTROL
 NN0359  ______________________________________________________________________
 NN0359* NAD 83(1986) POSITION- 42 35 38.73   (N) 099 18 49.78   (W)   HD_HELD1
 NN0359* NAVD 88 ORTHO HEIGHT -   677.00  (+/-2cm)     2221.1   (feet) VERTCON
 NN0359  ______________________________________________________________________
 NN0359  GEOID HEIGHT    -        -23.668 (meters)                     GEOID18
 NN0359  VERT ORDER      -  THIRD (See Below)
 NN0359
 NN0359.The horizontal coordinates were determined by differentially corrected
 NN0359.hand held GPS observations or other comparable positioning techniques
 NN0359.and have an estimated accuracy of +/- 3 meters.
 NN0359
 NN0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0359
 NN0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0359.GEOID18 height accuracy estimate available here.
 NN0359
 NN0359.The vertical order pertains to the NGVD 29 superseded value.
 NN0359
 NN0359.Click photographs - Photos may exist for this station.
 NN0359
 NN0359;                    North         East    Units  Estimated Accuracy
 NN0359;SPC NE       -   306,756.6     556,308.4     MT  (+/- 3 meters HH1 GPS) 
 NN0359
 NN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7425215788(NAD 83)
 NN0359
 NN0359                          SUPERSEDED SURVEY CONTROL
 NN0359
 NN0359  NGVD 29 (01/31/13)  676.76   (m)         2220.3    (f) RESET       3  
 NN0359
 NN0359.Superseded values are not recommended for survey control.
 NN0359
 NN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0359.See file dsdata.pdf to determine how the superseded data were derived.
 NN0359
 NN0359_MARKER: DV = VERTICAL CONTROL DISK
 NN0359_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0359+WITH SETTING: INTO GROUND
 NN0359_STAMPING: A 220 RESET 1976
 NN0359_MARK LOGO: NGS
 NN0359_PROJECTION: FLUSH
 NN0359_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0359+STABILITY: SURFACE MOTION
 NN0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0359+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0359
 NN0359  HISTORY     - Date     Condition        Report By
 NN0359  HISTORY     - 1976     MONUMENTED       NGS
 NN0359  HISTORY     - 20160215 GOOD             NEGS
 NN0359  HISTORY     - 20210707 GOOD             NEGS
 NN0359
 NN0359                          STATION DESCRIPTION
 NN0359
 NN0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0359'1.2 MI SE FROM NEWPORT.
 NN0359'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0359'NEWPORT, ROCK COUNTY, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY
 NN0359'20, 68 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH
 NN0359'OF A CORNER FENCE POST, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND
 NN0359'1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD BENCH MARK
 NN0359'DISK STAMPED, A 220 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH
 NN0359'COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM,
 NN0359'ENCASED IN A TILE WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
 NN0359
 NN0359                          STATION RECOVERY (2016)
 NN0359
 NN0359'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NN0359'RECOVERED IN GOOD CONDITION
 NN0359
 NN0359                          STATION RECOVERY (2021)
 NN0359
 NN0359'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0359'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0359'AT NEWPORT, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 0.5 MI (0.8
 NN0359'KM) TO MILE POST 270.89 AND THE MARK ON THE LEFT (NORTH).  THE MARK IS
 NN0359'2.0 FT (0.6 M) SOUTHWEST OF THE NEAR FACE OF CORNER POST, 0.7 FT (21
 NN0359'CM) SOUTH OF A METAL WITNESS POST, 12.05 FT (3.7 M) NORTHWEST OF A
 NN0359'NAIL IN THE TOP OF CORNER POST, 8.4 FT (2.6 M) EAST-SOUTHEAST OF A
 NN0359'NAIL IN THE TOP OF A BRACE POST (CUT OFF POWER POLE) AND 69.0 FT (21.0
 NN0359'M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20.  THE MARK IS REPORTED
 NN0359'TO BE A COPPER ROD WITH A DISK ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1238 ***********************************************************************
 NM1238  DESIGNATION -  A 221
 NM1238  PID         -  NM1238
 NM1238  STATE/COUNTY-  NE/PIERCE
 NM1238  COUNTRY     -  US
 NM1238  USGS QUAD   -  PIERCE (2017)
 NM1238
 NM1238                         *CURRENT SURVEY CONTROL
 NM1238  ______________________________________________________________________
 NM1238* NAD 83(1986) POSITION- 42 12 23.     (N) 097 32 08.     (W)   SCALED
 NM1238* NAVD 88 ORTHO HEIGHT -   481.929 (meters)     1581.13  (feet) ADJUSTED
 NM1238  ______________________________________________________________________
 NM1238  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 NM1238  DYNAMIC HEIGHT  -        481.745 (meters)     1580.53  (feet) COMP
 NM1238  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 NM1238
 NM1238  VERT ORDER      -  FIRST     CLASS II
 NM1238
 NM1238.The horizontal coordinates were scaled from a map and have
 NM1238.an estimated accuracy of +/- 6 seconds.
 NM1238
 NM1238.The orthometric height was determined by differential leveling and
 NM1238.adjusted by the NATIONAL GEODETIC SURVEY
 NM1238.in June 1991.
 NM1238
 NM1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1238.GEOID18 height accuracy estimate available here.
 NM1238
 NM1238.Click photographs - Photos may exist for this station.
 NM1238
 NM1238.The dynamic height is computed by dividing the NAVD 88
 NM1238.geopotential number by the normal gravity value computed on the
 NM1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1238.degrees latitude (g = 980.6199 gals.).
 NM1238
 NM1238.The modeled gravity was interpolated from observed gravity values.
 NM1238
 NM1238;                    North         East    Units  Estimated Accuracy
 NM1238;SPC NE       -   266,380.      703,440.      MT  (+/- 180 meters Scaled)
 NM1238
 NM1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM208737(NAD 83)
 NM1238
 NM1238                          SUPERSEDED SURVEY CONTROL
 NM1238
 NM1238  NGVD 29 (??/??/92)  481.758  (m)         1580.57   (f) ADJ UNCH    1 2
 NM1238
 NM1238.Superseded values are not recommended for survey control.
 NM1238
 NM1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1238.See file dsdata.pdf to determine how the superseded data were derived.
 NM1238
 NM1238_MARKER: DB = BENCH MARK DISK
 NM1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1238_STAMPING: A 221 1946
 NM1238_MARK LOGO: CGS
 NM1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1238+STABILITY: SURFACE MOTION
 NM1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1238+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 NM1238
 NM1238  HISTORY     - Date     Condition        Report By
 NM1238  HISTORY     - 1946     MONUMENTED       CGS
 NM1238  HISTORY     - 19991025 GOOD             NGS
 NM1238  HISTORY     - 20130801 GOOD             NEDR
 NM1238
 NM1238                          STATION DESCRIPTION
 NM1238
 NM1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1238'0.7 MI NW FROM PIERCE.
 NM1238'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1238'COURTHOUSE AT PIERCE, PIERCE COUNTY, 1 POLE SOUTHEAST OF CHICAGO
 NM1238'AND NORTH WESTERN RAILWAY MILEPOST 15, NEAR AN EAST-AND-WEST
 NM1238'ROAD CROSSING, 106 FEET NORTH OF THE CENTERLINE OF THE ROAD, 51
 NM1238'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHEAST
 NM1238'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A WHITE WOODEN
 NM1238'WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NM1238'STAMPED A 221 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1238'2 INCHES ABOVE GROUND.
 NM1238
 NM1238                          STATION RECOVERY (1999)
 NM1238
 NM1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1238'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1238'IN PIERCE, 25.1 M (82.3 FT) SOUTHEAST OF THE NORTHEAST END OF A
 NM1238'CULVERT UNDER THE HIGHWAY, 21.0 M (68.9 FT) NORTH OF THE EXTENDED
 NM1238'CENTERLINE OF COUNTY ROAD 854, 18.2 M (59.7 FT) SOUTHEAST OF A
 NM1238'RIGHT-OF-WAY POST, 14.4 M (47.2 FT) NORTHEAST OF THE HIGHWAY
 NM1238'CENTERLINE, 11.7 M (38.4 FT) NORTHWEST OF A UTILITY POLE WITH A
 NM1238'TRANSFORMER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NM1238'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 NM1238'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 NM1238
 NM1238                          STATION RECOVERY (2013)
 NM1238
 NM1238'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 NM1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1597 ***********************************************************************
 NM1597  DESIGNATION -  A 222 RESET
 NM1597  PID         -  NM1597
 NM1597  STATE/COUNTY-  NE/ANTELOPE
 NM1597  COUNTRY     -  US
 NM1597  USGS QUAD   -  BRUNSWICK (2017)
 NM1597
 NM1597                         *CURRENT SURVEY CONTROL
 NM1597  ______________________________________________________________________
 NM1597* NAD 83(1986) POSITION- 42 21 00.     (N) 097 57 12.     (W)   SCALED
 NM1597* NAVD 88 ORTHO HEIGHT -   545.37  (+/-2cm)     1789.3   (feet) VERTCON
 NM1597  ______________________________________________________________________
 NM1597  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 NM1597  VERT ORDER      -  THIRD (See Below)
 NM1597
 NM1597.The horizontal coordinates were scaled from a map and have
 NM1597.an estimated accuracy of +/- 6 seconds.
 NM1597
 NM1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1597
 NM1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1597.GEOID18 height accuracy estimate available here.
 NM1597
 NM1597.The vertical order pertains to the NGVD 29 superseded value.
 NM1597
 NM1597.Click photographs - Photos may exist for this station.
 NM1597
 NM1597;                    North         East    Units  Estimated Accuracy
 NM1597;SPC NE       -   281,420.      668,580.      MT  (+/- 180 meters Scaled)
 NM1597
 NM1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM862891(NAD 83)
 NM1597
 NM1597                          SUPERSEDED SURVEY CONTROL
 NM1597
 NM1597  NGVD 29 (01/31/13)  545.18   (m)         1788.6    (f) RESET       3  
 NM1597
 NM1597.Superseded values are not recommended for survey control.
 NM1597
 NM1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1597.See file dsdata.pdf to determine how the superseded data were derived.
 NM1597
 NM1597_MARKER: DV = VERTICAL CONTROL DISK
 NM1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1597_STAMPING: A 222 RESET 1978
 NM1597_MARK LOGO: NGS
 NM1597_PROJECTION: FLUSH
 NM1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1597+STABILITY: SURFACE MOTION
 NM1597
 NM1597  HISTORY     - Date     Condition        Report By
 NM1597  HISTORY     - 1978     MONUMENTED       NGS
 NM1597
 NM1597                          STATION DESCRIPTION
 NM1597
 NM1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NM1597'0.8 MI NORTH FROM BRUNSWICK.
 NM1597'0.8 MILE NORTH FROM THE RAILROAD CROSSING IN BRUNSWICK, THENCE 0.9
 NM1597'MILE EAST ALONG U.S. HIGHWAY 20 TO MARK ON LEFT, 77.5 FEET NORTH OF
 NM1597'CENTER OF U.S. HIGHWAY 20, 11.4 FEET NORTH OF TELEPHONE POLE, 7.5
 NM1597'FEET NORTH OF FENCE CORNER, AND A 1 FOOT WEST OF FENCE.
 NM1597'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0578 ***********************************************************************
 NN0578  DESIGNATION -  A 223
 NN0578  PID         -  NN0578
 NN0578  STATE/COUNTY-  NE/KEYA PAHA
 NN0578  COUNTRY     -  US
 NN0578  USGS QUAD   -  JAMISON (2017)
 NN0578
 NN0578                         *CURRENT SURVEY CONTROL
 NN0578  ______________________________________________________________________
 NN0578* NAD 83(1986) POSITION- 42 59 52.60   (N) 099 18 49.24   (W)   HD_HELD1
 NN0578* NAVD 88 ORTHO HEIGHT -   679.522 (meters)     2229.40  (feet) ADJUSTED
 NN0578  ______________________________________________________________________
 NN0578  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 NN0578  DYNAMIC HEIGHT  -        679.260 (meters)     2228.54  (feet) COMP
 NN0578  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 NN0578
 NN0578  VERT ORDER      -  SECOND    CLASS 0
 NN0578
 NN0578.The horizontal coordinates were determined by differentially corrected
 NN0578.hand held GPS observations or other comparable positioning techniques
 NN0578.and have an estimated accuracy of +/- 3 meters.
 NN0578
 NN0578.The orthometric height was determined by differential leveling and
 NN0578.adjusted by the NATIONAL GEODETIC SURVEY
 NN0578.in June 1991.
 NN0578
 NN0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0578.GEOID18 height accuracy estimate available here.
 NN0578
 NN0578.Click photographs - Photos may exist for this station.
 NN0578
 NN0578.The dynamic height is computed by dividing the NAVD 88
 NN0578.geopotential number by the normal gravity value computed on the
 NN0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0578.degrees latitude (g = 980.6199 gals.).
 NN0578
 NN0578.The modeled gravity was interpolated from observed gravity values.
 NN0578
 NN0578;                    North         East    Units  Estimated Accuracy
 NN0578;SPC NE       -   351,615.0     555,964.6     MT  (+/- 3 meters HH1 GPS) 
 NN0578
 NN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7443160634(NAD 83)
 NN0578
 NN0578                          SUPERSEDED SURVEY CONTROL
 NN0578
 NN0578  NGVD 29 (??/??/92)  679.216  (m)         2228.39   (f) ADJ UNCH    2 0
 NN0578
 NN0578.Superseded values are not recommended for survey control.
 NN0578
 NN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0578.See file dsdata.pdf to determine how the superseded data were derived.
 NN0578
 NN0578_MARKER: DB = BENCH MARK DISK
 NN0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0578_STAMPING: A 223 1946
 NN0578_MARK LOGO: CGS
 NN0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0578+STABILITY: SURFACE MOTION
 NN0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0578+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2021
 NN0578
 NN0578  HISTORY     - Date     Condition        Report By
 NN0578  HISTORY     - 1946     MONUMENTED       CGS
 NN0578  HISTORY     - 20141210 GOOD             INDIV
 NN0578  HISTORY     - 20190828 GOOD             NEGS
 NN0578  HISTORY     - 20211029 GOOD             NEGS
 NN0578
 NN0578                          STATION DESCRIPTION
 NN0578
 NN0578'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0578'FOUND IN GOOD CONDITION,36 FT.WEST OF 459TH AVE,40 FT.SOUTH OF 909TH
 NN0578'RD (STATE LINE),1.3 FT.EAST OF CARSONITE WITNESS,4.85 FT. NORTH TELE
 NN0578'PEDESTAL, 8 FT.SOUTH OF CORNER FENCE POST FOR CEMETERY.
 NN0578
 NN0578                          STATION RECOVERY (2019)
 NN0578
 NN0578'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 NN0578'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 137 AND 304 ST
 NN0578'LOCATED APPROXIMATELY 0.5 MI (0.8 KM) EAST OF JAMISON, NE., GO WEST ON
 NN0578'COUNTY ROAD 304 ST FOR 0.85 MI (1.37 KM) TO THE T-INTERSECTION WITH
 NN0578'COUNTY ROAD 459 (TRUNK HIGHWAY AVENUE), A CEMETERY AND THE MARK ON THE
 NN0578'LEFT IN THE SOUTHWEST CORNER OF THE INTERSECTION.
 NN0578'
 NN0578'IT IS 40.0 FT (12.2 M) SOUTH OF THE CENTERLINE OF 909 TRUNK HIGHWAY
 NN0578'ROAD / 304 ST, 8.0 FT (2.4 M) SOUTH OF THE SOUTH FACE OF A CORNER
 NN0578'FENCE POST, 35.5 FT (10.8 M) WEST OF 459 TRUNK HIGHWAY AVENUE, 4.85 FT
 NN0578'(1.5 M) NORTH OF A TELEPHONE PEDESTAL AND 1.3 FT (0.4 M) EAST OF A
 NN0578'FIBERGLASS WITNESS POST.
 NN0578
 NN0578                          STATION RECOVERY (2021)
 NN0578
 NN0578'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 NN0578'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 137 AND 304TH STREET
 NN0578'(NEBRASKA AND SOUTH DAKOTA BORDER) APPROXIMATELY ONE HALF MILE EAST OF
 NN0578'JAMISON, NE., GO WEST ON 304TH STREET APPROXIMATELY 0.85 MI (1.37 KM)
 NN0578'TO A T JUNCTION OF CO.  ROAD.  304TH STREET AND 459TH AVENUE.  THE
 NN0578'MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION NEAR THE
 NN0578'NORTHEAST CORNER OF EMMANUEL CEMETERY.  THE MARK IS 35.5 FT (10.8 M)
 NN0578'WEST OF 459TH AVENUE, 4.85 FT (1.5 M) NORTH OF A TELEPHONE PEDESTAL,
 NN0578'1.3 FT (0.4 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST AND 40.0 FT
 NN0578'(12.2 M) SOUTH OF 304TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0557 ***********************************************************************
 NN0557  DESIGNATION -  A 224
 NN0557  PID         -  NN0557
 NN0557  STATE/COUNTY-  NE/KEYA PAHA
 NN0557  COUNTRY     -  US
 NN0557  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0557
 NN0557                         *CURRENT SURVEY CONTROL
 NN0557  ______________________________________________________________________
 NN0557* NAD 83(1986) POSITION- 42 54 41.     (N) 099 39 00.     (W)   SCALED
 NN0557* NAVD 88 ORTHO HEIGHT -   676.729 (meters)     2220.24  (feet) ADJUSTED
 NN0557  ______________________________________________________________________
 NN0557  GEOID HEIGHT    -        -24.127 (meters)                     GEOID18
 NN0557  DYNAMIC HEIGHT  -        676.467 (meters)     2219.38  (feet) COMP
 NN0557  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 NN0557
 NN0557  VERT ORDER      -  FIRST     CLASS II
 NN0557
 NN0557.The horizontal coordinates were scaled from a map and have
 NN0557.an estimated accuracy of +/- 6 seconds.
 NN0557
 NN0557.The orthometric height was determined by differential leveling and
 NN0557.adjusted by the NATIONAL GEODETIC SURVEY
 NN0557.in June 1991.
 NN0557
 NN0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0557.GEOID18 height accuracy estimate available here.
 NN0557
 NN0557.Click photographs - Photos may exist for this station.
 NN0557
 NN0557.The dynamic height is computed by dividing the NAVD 88
 NN0557.geopotential number by the normal gravity value computed on the
 NN0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0557.degrees latitude (g = 980.6199 gals.).
 NN0557
 NN0557.The modeled gravity was interpolated from observed gravity values.
 NN0557
 NN0557;                    North         East    Units  Estimated Accuracy
 NN0557;SPC NE       -   341,840.      528,580.      MT  (+/- 180 meters Scaled)
 NN0557
 NN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN469511(NAD 83)
 NN0557
 NN0557                          SUPERSEDED SURVEY CONTROL
 NN0557
 NN0557  NGVD 29 (??/??/92)  676.442  (m)         2219.29   (f) ADJ UNCH    1 2
 NN0557
 NN0557.Superseded values are not recommended for survey control.
 NN0557
 NN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0557.See file dsdata.pdf to determine how the superseded data were derived.
 NN0557
 NN0557_MARKER: DB = BENCH MARK DISK
 NN0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0557_STAMPING: A 224 1946
 NN0557_MARK LOGO: CGS
 NN0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0557+STABILITY: SURFACE MOTION
 NN0557
 NN0557  HISTORY     - Date     Condition        Report By
 NN0557  HISTORY     - 1946     MONUMENTED       CGS
 NN0557
 NN0557                          STATION DESCRIPTION
 NN0557
 NN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0557'11 MI NE FROM SPRINGVIEW.
 NN0557'ALONG A GRADED COUNTY ROAD, 5.0 MILES NORTH THENCE 5.0 MILES
 NN0557'EAST THENCE 1.0 MILE NORTH OF THE COURT HOUSE IN SPRINGVIEW, 36
 NN0557'FEET WEST OF THE CENTER OF THE MAIN ROAD, 30 FEET SOUTH OF THE
 NN0557'CENTER OF A DIM ROAD TO THE WEST, 8 FEET WEST OF A CORNER FENCE
 NN0557'POST, 2 FEET NORTH OF A FENCE, 3 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1174 ***********************************************************************
 NM1174  DESIGNATION -  A 225
 NM1174  PID         -  NM1174
 NM1174  STATE/COUNTY-  NE/WAYNE
 NM1174  COUNTRY     -  US
 NM1174  USGS QUAD   -  NORFOLK NE (2017)
 NM1174
 NM1174                         *CURRENT SURVEY CONTROL
 NM1174  ______________________________________________________________________
 NM1174* NAD 83(1986) POSITION- 42 09 08.     (N) 097 17 20.     (W)   SCALED
 NM1174* NAVD 88 ORTHO HEIGHT -   533.692 (meters)     1750.95  (feet) ADJUSTED
 NM1174  ______________________________________________________________________
 NM1174  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NM1174  DYNAMIC HEIGHT  -        533.490 (meters)     1750.29  (feet) COMP
 NM1174  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 NM1174
 NM1174  VERT ORDER      -  FIRST     CLASS II
 NM1174
 NM1174.The horizontal coordinates were scaled from a map and have
 NM1174.an estimated accuracy of +/- 6 seconds.
 NM1174
 NM1174.The orthometric height was determined by differential leveling and
 NM1174.adjusted by the NATIONAL GEODETIC SURVEY
 NM1174.in June 1991.
 NM1174
 NM1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1174.GEOID18 height accuracy estimate available here.
 NM1174
 NM1174.Click photographs - Photos may exist for this station.
 NM1174
 NM1174.The dynamic height is computed by dividing the NAVD 88
 NM1174.geopotential number by the normal gravity value computed on the
 NM1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1174.degrees latitude (g = 980.6199 gals.).
 NM1174
 NM1174.The modeled gravity was interpolated from observed gravity values.
 NM1174
 NM1174;                    North         East    Units  Estimated Accuracy
 NM1174;SPC NE       -   260,970.      723,980.      MT  (+/- 180 meters Scaled)
 NM1174
 NM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM413680(NAD 83)
 NM1174
 NM1174                          SUPERSEDED SURVEY CONTROL
 NM1174
 NM1174  NGVD 29 (??/??/92)  533.493  (m)         1750.30   (f) ADJ UNCH    1 2
 NM1174
 NM1174.Superseded values are not recommended for survey control.
 NM1174
 NM1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1174.See file dsdata.pdf to determine how the superseded data were derived.
 NM1174
 NM1174_MARKER: DB = BENCH MARK DISK
 NM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1174_STAMPING: A 225 1947
 NM1174_MARK LOGO: CGS
 NM1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1174+STABILITY: SURFACE MOTION
 NM1174
 NM1174  HISTORY     - Date     Condition        Report By
 NM1174  HISTORY     - 1947     MONUMENTED       CGS
 NM1174  HISTORY     - 1954     GOOD             CGS
 NM1174
 NM1174                          STATION DESCRIPTION
 NM1174
 NM1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1174'3.2 MI NE FROM HOSKINS.
 NM1174'3.15 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1174'OMAHA RAILWAY FROM THE STATION AT HOSKINS, 0.25 MILE NORTH OF A
 NM1174'COUNTY ROAD CROSSING, 210.0 FEET SOUTHEAST OF AND ACROSS THE TRACK
 NM1174'FROM MILE POST EMR 35, AT THE TOP OF A SHORT STEEP HILL WHICH IS
 NM1174'BETWEEN TWO HIGH FILLS, 90.0 FEET EAST OF THE EAST RAIL OF THE
 NM1174'TRACK, 93.5 FEET SOUTHEAST OF ONE TELEPHONE POLE AND 72.0 FEET
 NM1174'NORTHEAST OF ANOTHER TELEPHONE POLE, 16.5 FEET WEST OF THE CENTER
 NM1174'OF A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 6.5 FEET WEST OF
 NM1174'THE EAST RIGHT OF WAY FENCE, 2.3 FEET NORTH OF A REFERENCE POST,
 NM1174'SET IN A CONCRETE POST ABOUT 10 FEET ABOVE THE TRACK AND PROJECTING
 NM1174'0.3 FOOT.
 NM1174
 NM1174                          STATION RECOVERY (1954)
 NM1174
 NM1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 NM1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0496 ***********************************************************************
 NN0496  DESIGNATION -  A 226
 NN0496  PID         -  NN0496
 NN0496  STATE/COUNTY-  NE/ROCK
 NN0496  COUNTRY     -  US
 NN0496  USGS QUAD   -  LONG PINE (2017)
 NN0496
 NN0496                         *CURRENT SURVEY CONTROL
 NN0496  ______________________________________________________________________
 NN0496* NAD 83(1986) POSITION- 42 33 08.14   (N) 099 39 22.69   (W)   HD_HELD1
 NN0496* NAVD 88 ORTHO HEIGHT -   726.457 (meters)     2383.38  (feet) ADJUSTED
 NN0496  ______________________________________________________________________
 NN0496  GEOID HEIGHT    -        -22.991 (meters)                     GEOID18
 NN0496  DYNAMIC HEIGHT  -        726.157 (meters)     2382.40  (feet) COMP
 NN0496  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 NN0496
 NN0496  VERT ORDER      -  FIRST     CLASS II
 NN0496
 NN0496.The horizontal coordinates were determined by differentially corrected
 NN0496.hand held GPS observations or other comparable positioning techniques
 NN0496.and have an estimated accuracy of +/- 3 meters.
 NN0496
 NN0496.The orthometric height was determined by differential leveling and
 NN0496.adjusted by the NATIONAL GEODETIC SURVEY
 NN0496.in June 1991.
 NN0496
 NN0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0496.GEOID18 height accuracy estimate available here.
 NN0496
 NN0496.Click photographs - Photos may exist for this station.
 NN0496
 NN0496.The dynamic height is computed by dividing the NAVD 88
 NN0496.geopotential number by the normal gravity value computed on the
 NN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0496.degrees latitude (g = 980.6199 gals.).
 NN0496
 NN0496.The modeled gravity was interpolated from observed gravity values.
 NN0496
 NN0496;                    North         East    Units  Estimated Accuracy
 NN0496;SPC NE       -   301,943.3     528,223.0     MT  (+/- 3 meters HH1 GPS) 
 NN0496
 NN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4611811304(NAD 83)
 NN0496
 NN0496                          SUPERSEDED SURVEY CONTROL
 NN0496
 NN0496  NGVD 29 (??/??/92)  726.187  (m)         2382.50   (f) ADJ UNCH    1 2
 NN0496
 NN0496.Superseded values are not recommended for survey control.
 NN0496
 NN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0496.See file dsdata.pdf to determine how the superseded data were derived.
 NN0496
 NN0496_MARKER: DB = BENCH MARK DISK
 NN0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0496_STAMPING: A 226 1946
 NN0496_MARK LOGO: CGS
 NN0496_PROJECTION: PROJECTING 3 CENTIMETERS
 NN0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0496+STABILITY: SURFACE MOTION
 NN0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0496+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2012
 NN0496
 NN0496  HISTORY     - Date     Condition        Report By
 NN0496  HISTORY     - 1946     MONUMENTED       CGS
 NN0496  HISTORY     - 20121106 GOOD             GCT
 NN0496  HISTORY     - 20121107 GOOD             GCT
 NN0496
 NN0496                          STATION DESCRIPTION
 NN0496
 NN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0496'3.4 MI NE FROM LONG PINE.
 NN0496'IN ROCK COUNTY, 3.4 MILES NORTHEAST OF LONG PINE, BROWN COUNTY,
 NN0496'THIS BENCH MARK MAY BE REACHED BY GOING 0.3 MILE NORTHEAST ALONG
 NN0496'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, THENCE
 NN0496'2.0 MILES EAST AND 1.1 MILES NORTH ALONG DIRT ROADS.  IT IS AT
 NN0496'THE JUNCTION WITH U.S. HIGHWAY 20, 110 FEET SOUTHEAST OF THE
 NN0496'CENTERLINE OF THE HIGHWAY, 49 FEET EAST OF THE CENTERLINE OF THE
 NN0496'DIRT ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, IN LINE
 NN0496'WITH THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A
 NN0496'STANDARD DISK, STAMPED A 226 1946 AND SET IN THE TOP OF A CONCRETE
 NN0496'POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0496
 NN0496                          STATION RECOVERY (2012)
 NN0496
 NN0496'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0496'OPUS SOLUTION AVAILABLE.
 NN0496
 NN0496                          STATION RECOVERY (2012)
 NN0496
 NN0496'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0009 ***********************************************************************
 NO0009  DESIGNATION -  A 227
 NO0009  PID         -  NO0009
 NO0009  STATE/COUNTY-  NE/BROWN
 NO0009  COUNTRY     -  US
 NO0009  USGS QUAD   -  JOHNSTOWN (2017)
 NO0009
 NO0009                         *CURRENT SURVEY CONTROL
 NO0009  ______________________________________________________________________
 NO0009* NAD 83(1986) POSITION- 42 34 20.93   (N) 100 04 03.79   (W)   HD_HELD1
 NO0009* NAVD 88 ORTHO HEIGHT -   787.447 (meters)     2583.48  (feet) ADJUSTED
 NO0009  ______________________________________________________________________
 NO0009  GEOID HEIGHT    -        -22.278 (meters)                     GEOID18
 NO0009  DYNAMIC HEIGHT  -        787.115 (meters)     2582.39  (feet) COMP
 NO0009  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 NO0009
 NO0009  VERT ORDER      -  FIRST     CLASS II
 NO0009
 NO0009.The horizontal coordinates were determined by differentially corrected
 NO0009.hand held GPS observations or other comparable positioning techniques
 NO0009.and have an estimated accuracy of +/- 3 meters.
 NO0009
 NO0009.The orthometric height was determined by differential leveling and
 NO0009.adjusted by the NATIONAL GEODETIC SURVEY
 NO0009.in June 1991.
 NO0009
 NO0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0009.GEOID18 height accuracy estimate available here.
 NO0009
 NO0009.Click photographs - Photos may exist for this station.
 NO0009
 NO0009.The dynamic height is computed by dividing the NAVD 88
 NO0009.geopotential number by the normal gravity value computed on the
 NO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0009.degrees latitude (g = 980.6199 gals.).
 NO0009
 NO0009.The modeled gravity was interpolated from observed gravity values.
 NO0009
 NO0009;                    North         East    Units  Estimated Accuracy
 NO0009;SPC NE       -   304,135.1     494,440.9     MT  (+/- 3 meters HH1 GPS) 
 NO0009
 NO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1237013893(NAD 83)
 NO0009
 NO0009                          SUPERSEDED SURVEY CONTROL
 NO0009
 NO0009  NGVD 29 (??/??/92)  787.152  (m)         2582.51   (f) ADJ UNCH    1 2
 NO0009
 NO0009.Superseded values are not recommended for survey control.
 NO0009
 NO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0009.See file dsdata.pdf to determine how the superseded data were derived.
 NO0009
 NO0009_MARKER: DB = BENCH MARK DISK
 NO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0009_STAMPING: A 227 1946
 NO0009_MARK LOGO: CGS
 NO0009_PROJECTION: FLUSH
 NO0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0009+STABILITY: SURFACE MOTION
 NO0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0009+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2021
 NO0009
 NO0009  HISTORY     - Date     Condition        Report By
 NO0009  HISTORY     - 1946     MONUMENTED       CGS
 NO0009  HISTORY     - 1975     GOOD             NGS
 NO0009  HISTORY     - 20200304 GOOD             NEGS
 NO0009  HISTORY     - 20210106 GOOD             NEGS
 NO0009
 NO0009                          STATION DESCRIPTION
 NO0009
 NO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0009'0.6 MI W FROM JOHNSTOWN.
 NO0009'0.6 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0009'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT THE
 NO0009'JUNCTION OF A NORTH-AND-SOUTH DIRT ROAD, 92 FEET SOUTH OF THE
 NO0009'CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE CENTERLINE OF THE
 NO0009'ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE C. AND N.W. RY.
 NO0009'TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN LINE
 NO0009'WITH A ROW OF POLES, AND 2 FEET LOWER THAN THE HIGHWAY.  A
 NO0009'STANDARD DISK, STAMPED A 227 1946 AND SET IN THE TOP OF A
 NO0009'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0009
 NO0009                          STATION RECOVERY (1975)
 NO0009
 NO0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0009'RECOVERED IN GOOD CONDITION.
 NO0009
 NO0009                          STATION RECOVERY (2020)
 NO0009
 NO0009'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 NO0009'AT THE INTERSECTION OF MAIN ST AND HIGHWAY 20 IN JOHNSTOWN, PROCEED
 NO0009'WEST ALONG HIGHWAY 20 APPROXIMATELY 0.57 MI (0.92 KM) TO AN ABANDONED
 NO0009'ROAD.  PROCEED SOUTH ALONG THE ROAD APPROXIMATELY 0.11 MI (0.18 KM) TO
 NO0009'THE OLD HIGHWAY.
 NO0009'
 NO0009'THE STATION IS ON THE SOUTH SIDE OF THE OLD HIGHWAY, 92 FT (28.0 M)
 NO0009'SOUTH OF THE CENTERLINE OF ABANDONED HIGHWAY, 46 FT (14.0 M) EAST OF
 NO0009'THE CENTERLINE OF TRAIL ACCESS DRIVE, 44 FT (13.4 M) NORTH OF
 NO0009'ABANDONED RAIL LINE AND 1.25 FT (0.4 M) WEST OF A METAL WITNESS POST.
 NO0009
 NO0009                          STATION RECOVERY (2021)
 NO0009
 NO0009'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 NO0009'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 20 IN
 NO0009'JOHNSTOWN, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 0.57 MI (0.92
 NO0009'KM) TO AN ABANDONED ROAD ON THE LEFT (SOUTH).  TURN SOUTH AND GO ALONG
 NO0009'THE ROAD APPROXIMATELY 0.11 MI (0.18 KM) TO THE INTERSECTION WITH OLD
 NO0009'HIGHWAY 2 AND THE POINT ON THE SOUTH SIDE OF THE OLD HIGHWAY.  THE
 NO0009'MARK IS 92 FT (28.0 M) SOUTH OF THE CENTERLINE OF ABANDONED HIGHWAY,
 NO0009'46 FT (14.0 M) EAST OF THE CENTERLINE OF TRAIL ACCESS DRIVE, 4 FT (1.2
 NO0009'M) NORTH OF AN ABANDONED RAIL LINE AND 1.25 FT (0.4 M) WEST OF A METAL
 NO0009'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0067 ***********************************************************************
 NO0067  DESIGNATION -  A 228
 NO0067  PID         -  NO0067
 NO0067  STATE/COUNTY-  NE/BROWN
 NO0067  COUNTRY     -  US
 NO0067  USGS QUAD   -  NORDEN (2017)
 NO0067
 NO0067                         *CURRENT SURVEY CONTROL
 NO0067  ______________________________________________________________________
 NO0067* NAD 83(1986) POSITION- 42 45 03.39   (N) 100 03 53.97   (W)   HD_HELD1
 NO0067* NAVD 88 ORTHO HEIGHT -   751.166 (meters)     2464.45  (feet) ADJUSTED
 NO0067  ______________________________________________________________________
 NO0067  GEOID HEIGHT    -        -22.692 (meters)                     GEOID18
 NO0067  DYNAMIC HEIGHT  -        750.872 (meters)     2463.49  (feet) COMP
 NO0067  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 NO0067
 NO0067  VERT ORDER      -  SECOND    CLASS 0
 NO0067
 NO0067.The horizontal coordinates were determined by differentially corrected
 NO0067.hand held GPS observations or other comparable positioning techniques
 NO0067.and have an estimated accuracy of +/- 3 meters.
 NO0067
 NO0067.The orthometric height was determined by differential leveling and
 NO0067.adjusted by the NATIONAL GEODETIC SURVEY
 NO0067.in June 1991.
 NO0067
 NO0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0067.GEOID18 height accuracy estimate available here.
 NO0067
 NO0067.Click photographs - Photos may exist for this station.
 NO0067
 NO0067.The dynamic height is computed by dividing the NAVD 88
 NO0067.geopotential number by the normal gravity value computed on the
 NO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0067.degrees latitude (g = 980.6199 gals.).
 NO0067
 NO0067.The modeled gravity was interpolated from observed gravity values.
 NO0067
 NO0067;                    North         East    Units  Estimated Accuracy
 NO0067;SPC NE       -   323,956.8     494,679.7     MT  (+/- 3 meters HH1 GPS) 
 NO0067
 NO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1284433707(NAD 83)
 NO0067
 NO0067                          SUPERSEDED SURVEY CONTROL
 NO0067
 NO0067  NGVD 29 (??/??/92)  750.874  (m)         2463.49   (f) ADJ UNCH    2 0
 NO0067
 NO0067.Superseded values are not recommended for survey control.
 NO0067
 NO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0067.See file dsdata.pdf to determine how the superseded data were derived.
 NO0067
 NO0067_MARKER: DB = BENCH MARK DISK
 NO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0067_STAMPING: A 228 1946
 NO0067_MARK LOGO: CGS
 NO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0067+STABILITY: SURFACE MOTION
 NO0067
 NO0067  HISTORY     - Date     Condition        Report By
 NO0067  HISTORY     - 1946     MONUMENTED       CGS
 NO0067
 NO0067                          STATION DESCRIPTION
 NO0067
 NO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0067'14.2 MI N FROM JOHNSTOWN.
 NO0067'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0067'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 13.8
 NO0067'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT THE TOP
 NO0067'OF A HILL, 35 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE
 NO0067'CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 NO0067'1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NO0067'STAMPED A 228 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NO0067'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED A 228 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0063 ***********************************************************************
 NO0063  DESIGNATION -  A 229
 NO0063  PID         -  NO0063
 NO0063  STATE/COUNTY-  NE/KEYA PAHA
 NO0063  COUNTRY     -  US
 NO0063  USGS QUAD   -  NORDEN (2017)
 NO0063
 NO0063                         *CURRENT SURVEY CONTROL
 NO0063  ______________________________________________________________________
 NO0063* NAD 83(1986) POSITION- 42 47 19.90   (N) 100 02 59.63   (W)   HD_HELD1
 NO0063* NAVD 88 ORTHO HEIGHT -   651.005 (meters)     2135.84  (feet) ADJUSTED
 NO0063  ______________________________________________________________________
 NO0063  GEOID HEIGHT    -        -22.832 (meters)                     GEOID18
 NO0063  DYNAMIC HEIGHT  -        650.755 (meters)     2135.02  (feet) COMP
 NO0063  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 NO0063
 NO0063  VERT ORDER      -  SECOND    CLASS 0
 NO0063
 NO0063.The horizontal coordinates were determined by differentially corrected
 NO0063.hand held GPS observations or other comparable positioning techniques
 NO0063.and have an estimated accuracy of +/- 3 meters.
 NO0063
 NO0063.The orthometric height was determined by differential leveling and
 NO0063.adjusted by the NATIONAL GEODETIC SURVEY
 NO0063.in June 1991.
 NO0063
 NO0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0063.GEOID18 height accuracy estimate available here.
 NO0063
 NO0063.Click photographs - Photos may exist for this station.
 NO0063
 NO0063.The dynamic height is computed by dividing the NAVD 88
 NO0063.geopotential number by the normal gravity value computed on the
 NO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0063.degrees latitude (g = 980.6199 gals.).
 NO0063
 NO0063.The modeled gravity was interpolated from observed gravity values.
 NO0063
 NO0063;                    North         East    Units  Estimated Accuracy
 NO0063;SPC NE       -   328,167.9     495,917.8     MT  (+/- 3 meters HH1 GPS) 
 NO0063
 NO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1413137903(NAD 83)
 NO0063
 NO0063                          SUPERSEDED SURVEY CONTROL
 NO0063
 NO0063  NGVD 29 (??/??/92)  650.713  (m)         2134.88   (f) ADJ UNCH    2 0
 NO0063
 NO0063.Superseded values are not recommended for survey control.
 NO0063
 NO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0063.See file dsdata.pdf to determine how the superseded data were derived.
 NO0063
 NO0063_MARKER: DB = BENCH MARK DISK
 NO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0063_STAMPING: A 229 1946
 NO0063_MARK LOGO: CGS
 NO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0063+STABILITY: SURFACE MOTION
 NO0063
 NO0063  HISTORY     - Date     Condition        Report By
 NO0063  HISTORY     - 1946     MONUMENTED       CGS
 NO0063
 NO0063                          STATION DESCRIPTION
 NO0063
 NO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0063'6.2 MI S FROM NORDEN.
 NO0063'ABOUT 6.2 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0063'BUILDING AT NORDEN, ABOUT 1.0 MILE NORTHWEST OF A STEEL BRIDGE
 NO0063'OVER THE NIOBRARA RIVER, 28 FEET WEST OF AND ABOUT 2 FEET LOWER
 NO0063'THAN THE CENTER LINE OF THE ROAD, 14 FEET WEST OF A 5 INCH ELM
 NO0063'TREE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A
 NO0063'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED A 229 1946 AND
 NO0063'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0063'THE GROUND.  STAMPED A 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0117 ***********************************************************************
 MM0117  DESIGNATION -  A 23
 MM0117  PID         -  MM0117
 MM0117  STATE/COUNTY-  NE/LINCOLN
 MM0117  COUNTRY     -  US
 MM0117  USGS QUAD   -  PULLEN RANCH (2017)
 MM0117
 MM0117                         *CURRENT SURVEY CONTROL
 MM0117  ______________________________________________________________________
 MM0117* NAD 83(1986) POSITION- 41 23 19.     (N) 100 52 47.     (W)   SCALED
 MM0117* NAVD 88 ORTHO HEIGHT -   951.953 (meters)     3123.20  (feet) ADJUSTED
 MM0117  ______________________________________________________________________
 MM0117  GEOID HEIGHT    -        -21.949 (meters)                     GEOID18
 MM0117  DYNAMIC HEIGHT  -        951.373 (meters)     3121.30  (feet) COMP
 MM0117  MODELED GRAVITY -    979,982.2   (mgal)                       NAVD 88
 MM0117
 MM0117  VERT ORDER      -  FIRST     CLASS II
 MM0117
 MM0117.The horizontal coordinates were scaled from a map and have
 MM0117.an estimated accuracy of +/- 6 seconds.
 MM0117
 MM0117.The orthometric height was determined by differential leveling and
 MM0117.adjusted by the NATIONAL GEODETIC SURVEY
 MM0117.in June 1991.
 MM0117
 MM0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0117.GEOID18 height accuracy estimate available here.
 MM0117
 MM0117.Click photographs - Photos may exist for this station.
 MM0117
 MM0117.The dynamic height is computed by dividing the NAVD 88
 MM0117.geopotential number by the normal gravity value computed on the
 MM0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0117.degrees latitude (g = 980.6199 gals.).
 MM0117
 MM0117.The modeled gravity was interpolated from observed gravity values.
 MM0117
 MM0117;                    North         East    Units  Estimated Accuracy
 MM0117;SPC NE       -   173,050.      426,450.      MT  (+/- 180 meters Scaled)
 MM0117
 MM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL428836(NAD 83)
 MM0117
 MM0117                          SUPERSEDED SURVEY CONTROL
 MM0117
 MM0117  NGVD 29 (02/14/92)  951.577  (m)         3121.97   (f) ADJUSTED    1 2
 MM0117  NGVD 29 (??/??/87)  951.577  (m)         3121.97   (f) SUPERSEDED  1 2
 MM0117
 MM0117.Superseded values are not recommended for survey control.
 MM0117
 MM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0117.See file dsdata.pdf to determine how the superseded data were derived.
 MM0117
 MM0117_MARKER: DB = BENCH MARK DISK
 MM0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0117_STAMPING: A 23 1933 3121.966
 MM0117_MARK LOGO: CGS
 MM0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0117+STABILITY: SURFACE MOTION
 MM0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0117+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0117
 MM0117  HISTORY     - Date     Condition        Report By
 MM0117  HISTORY     - 1933     MONUMENTED       CGS
 MM0117  HISTORY     - 1934     GOOD             CGS
 MM0117  HISTORY     - 19910820 GOOD             NGS
 MM0117
 MM0117                          STATION DESCRIPTION
 MM0117
 MM0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0117'15.5 MI S FROM TRYON.
 MM0117'15.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0117'TRYON, MC PHERSON COUNTY, 2.7 MILES NORTH OF ROSEDALE SCHOOL,
 MM0117'57 FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD, 70 FEET WEST
 MM0117'OF THE CENTERLINE OF THE OLD HIGHWAY, 8 FEET WEST OF A FENCE
 MM0117'CORNER, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 MM0117'3121.966 A 23 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0117'PROJECTING 6 INCHES ABOVE GROUND.
 MM0117
 MM0117                          STATION RECOVERY (1934)
 MM0117
 MM0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0117'RECOVERED IN GOOD CONDITION.
 MM0117
 MM0117                          STATION RECOVERY (1991)
 MM0117
 MM0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0117'23.2 KM (14.40 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0117'COURTHOUSE IN TRYON, 0.5 KM (0.30 MI) SOUTH OF THE LINCOLN-MCPHERSON
 MM0117'COUNTY LINE, 32.2 M (105.6 FT) SOUTH OF THE CENTER OF A FIELD
 MM0117'ENTRANCE, 20.7 M (67.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.3
 MM0117'M (10.8 FT) WEST OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) BELOW
 MM0117'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A METAL POST, AND
 MM0117'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0625 ***********************************************************************
 NM0625  DESIGNATION -  A 230
 NM0625  PID         -  NM0625
 NM0625  STATE/COUNTY-  NE/WAYNE
 NM0625  COUNTRY     -  US
 NM0625  USGS QUAD   -  WAKEFIELD (2017)
 NM0625
 NM0625                         *CURRENT SURVEY CONTROL
 NM0625  ______________________________________________________________________
 NM0625* NAD 83(1986) POSITION- 42 15 35.     (N) 096 50 34.     (W)   SCALED
 NM0625* NAVD 88 ORTHO HEIGHT -   418.670 (meters)     1373.59  (feet) ADJUSTED
 NM0625  ______________________________________________________________________
 NM0625  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 NM0625  DYNAMIC HEIGHT  -        418.531 (meters)     1373.13  (feet) COMP
 NM0625  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 NM0625
 NM0625  VERT ORDER      -  FIRST     CLASS II
 NM0625
 NM0625.The horizontal coordinates were scaled from a map and have
 NM0625.an estimated accuracy of +/- 6 seconds.
 NM0625
 NM0625.The orthometric height was determined by differential leveling and
 NM0625.adjusted by the NATIONAL GEODETIC SURVEY
 NM0625.in June 1991.
 NM0625
 NM0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0625.GEOID18 height accuracy estimate available here.
 NM0625
 NM0625.Click photographs - Photos may exist for this station.
 NM0625
 NM0625.The dynamic height is computed by dividing the NAVD 88
 NM0625.geopotential number by the normal gravity value computed on the
 NM0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0625.degrees latitude (g = 980.6199 gals.).
 NM0625
 NM0625.The modeled gravity was interpolated from observed gravity values.
 NM0625
 NM0625;                    North         East    Units  Estimated Accuracy
 NM0625;SPC NE       -   274,150.      760,390.      MT  (+/- 180 meters Scaled)
 NM0625
 NM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM779808(NAD 83)
 NM0625
 NM0625                          SUPERSEDED SURVEY CONTROL
 NM0625
 NM0625  NGVD 29 (??/??/92)  418.503  (m)         1373.04   (f) ADJ UNCH    1 2
 NM0625
 NM0625.Superseded values are not recommended for survey control.
 NM0625
 NM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0625.See file dsdata.pdf to determine how the superseded data were derived.
 NM0625
 NM0625_MARKER: DB = BENCH MARK DISK
 NM0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0625_STAMPING: A 230 1947
 NM0625_MARK LOGO: CGS
 NM0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0625+STABILITY: SURFACE MOTION
 NM0625
 NM0625  HISTORY     - Date     Condition        Report By
 NM0625  HISTORY     - 1947     MONUMENTED       CGS
 NM0625  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0625
 NM0625                          STATION DESCRIPTION
 NM0625
 NM0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0625'1.3 MI SE FROM WAKEFIELD.
 NM0625'1.3 MILE SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0625'OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, 119.0 FEET
 NM0625'NORTHWEST OF THE CENTER OF A SMALL DIRT ROAD, 59.0 FEET EAST OF
 NM0625'MILE POST EMR 8, 42.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NM0625'THE TRACK, 4.8 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY
 NM0625'FENCE, 2.2 FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE
 NM0625'POST ABOUT 3 FEET BELOW THE TRACK AND PROJECTING 0.1 FOOT.
 NM0625
 NM0625                          STATION RECOVERY (1965)
 NM0625
 NM0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0625'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0358 ***********************************************************************
 MK0358  DESIGNATION -  A 231
 MK0358  PID         -  MK0358
 MK0358  STATE/COUNTY-  NE/BURT
 MK0358  COUNTRY     -  US
 MK0358  USGS QUAD   -  OAKLAND (2017)
 MK0358
 MK0358                         *CURRENT SURVEY CONTROL
 MK0358  ______________________________________________________________________
 MK0358* NAD 83(1986) POSITION- 41 45 24.     (N) 096 24 18.     (W)   SCALED
 MK0358* NAVD 88 ORTHO HEIGHT -   394.457 (meters)     1294.15  (feet) ADJUSTED
 MK0358  ______________________________________________________________________
 MK0358  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 MK0358  DYNAMIC HEIGHT  -        394.310 (meters)     1293.67  (feet) COMP
 MK0358  MODELED GRAVITY -    980,238.3   (mgal)                       NAVD 88
 MK0358
 MK0358  VERT ORDER      -  SECOND    CLASS 0
 MK0358
 MK0358.The horizontal coordinates were scaled from a map and have
 MK0358.an estimated accuracy of +/- 6 seconds.
 MK0358
 MK0358.The orthometric height was determined by differential leveling and
 MK0358.adjusted by the NATIONAL GEODETIC SURVEY
 MK0358.in June 1991.
 MK0358
 MK0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0358.GEOID18 height accuracy estimate available here.
 MK0358
 MK0358.Click photographs - Photos may exist for this station.
 MK0358
 MK0358.The dynamic height is computed by dividing the NAVD 88
 MK0358.geopotential number by the normal gravity value computed on the
 MK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0358.degrees latitude (g = 980.6199 gals.).
 MK0358
 MK0358.The modeled gravity was interpolated from observed gravity values.
 MK0358
 MK0358;                    North         East    Units  Estimated Accuracy
 MK0358;SPC NE       -   219,750.      798,800.      MT  (+/- 180 meters Scaled)
 MK0358
 MK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157260(NAD 83)
 MK0358
 MK0358                          SUPERSEDED SURVEY CONTROL
 MK0358
 MK0358  NGVD 29 (??/??/92)  394.322  (m)         1293.70   (f) ADJ UNCH    2 0
 MK0358
 MK0358.Superseded values are not recommended for survey control.
 MK0358
 MK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0358.See file dsdata.pdf to determine how the superseded data were derived.
 MK0358
 MK0358_MARKER: DB = BENCH MARK DISK
 MK0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0358_STAMPING: A 231 1947
 MK0358_MARK LOGO: CGS
 MK0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0358+STABILITY: SURFACE MOTION
 MK0358
 MK0358  HISTORY     - Date     Condition        Report By
 MK0358  HISTORY     - 1947     MONUMENTED       CGS
 MK0358
 MK0358                          STATION DESCRIPTION
 MK0358
 MK0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0358'4.2 MI SW FROM CRAIG.
 MK0358'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0358'HIGH SCHOOL AT CRAIG, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 MK0358'IN THE NORTHEAST ANGLE OF A CROSS ROAD, 35.0 FEET NORTH OF THE
 MK0358'CENTER OF THE EAST-WEST ROAD, 35.0 FEET EAST OF THE CENTER OF
 MK0358'THE NORTH-SOUTH ROAD, 3.8 FEET NORTHEAST OF A TELEPHONE POLE
 MK0358'WHICH IS BEING USED FOR A FENCE CORNER POST, 2.0 FEET WEST OF
 MK0358'A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0358'AS THE ROAD AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0889 ***********************************************************************
 MJ0889  DESIGNATION -  A 232
 MJ0889  PID         -  MJ0889
 MJ0889  STATE/COUNTY-  NE/SARPY
 MJ0889  COUNTRY     -  US
 MJ0889  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0889
 MJ0889                         *CURRENT SURVEY CONTROL
 MJ0889  ______________________________________________________________________
 MJ0889* NAD 83(1986) POSITION- 41 07 20.     (N) 095 55 11.     (W)   SCALED
 MJ0889* NAVD 88 ORTHO HEIGHT -   313.051 (meters)     1027.07  (feet) ADJUSTED
 MJ0889  ______________________________________________________________________
 MJ0889  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 MJ0889  DYNAMIC HEIGHT  -        312.924 (meters)     1026.65  (feet) COMP
 MJ0889  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 MJ0889
 MJ0889  VERT ORDER      -  SECOND    CLASS 0
 MJ0889
 MJ0889.The horizontal coordinates were scaled from a map and have
 MJ0889.an estimated accuracy of +/- 6 seconds.
 MJ0889
 MJ0889.The orthometric height was determined by differential leveling and
 MJ0889.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0889.in June 1991.
 MJ0889
 MJ0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0889.GEOID18 height accuracy estimate available here.
 MJ0889
 MJ0889.Click photographs - Photos may exist for this station.
 MJ0889
 MJ0889.The dynamic height is computed by dividing the NAVD 88
 MJ0889.geopotential number by the normal gravity value computed on the
 MJ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0889.degrees latitude (g = 980.6199 gals.).
 MJ0889
 MJ0889.The modeled gravity was interpolated from observed gravity values.
 MJ0889
 MJ0889;                    North         East    Units  Estimated Accuracy
 MJ0889;SPC NE       -   151,180.      842,420.      MT  (+/- 180 meters Scaled)
 MJ0889
 MJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548564(NAD 83)
 MJ0889
 MJ0889                          SUPERSEDED SURVEY CONTROL
 MJ0889
 MJ0889  NGVD 29 (??/??/92)  312.948  (m)         1026.73   (f) ADJ UNCH    2 0
 MJ0889
 MJ0889.Superseded values are not recommended for survey control.
 MJ0889
 MJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0889.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0889
 MJ0889_MARKER: DB = BENCH MARK DISK
 MJ0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0889_SP_SET: WALL
 MJ0889_STAMPING: A 232 1947
 MJ0889_MARK LOGO: CGS
 MJ0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0889
 MJ0889  HISTORY     - Date     Condition        Report By
 MJ0889  HISTORY     - 1947     MONUMENTED       CGS
 MJ0889
 MJ0889                          STATION DESCRIPTION
 MJ0889
 MJ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0889'AT FT CROOK.
 MJ0889'AT OFFUT ARMY AIR FIELD IN FT. CROOK, APPROXIMATELY 240 YARDS
 MJ0889'SOUTHWEST OF THE OPERATIONS TOWER, IN THE NORTHEAST WALL OF THE
 MJ0889'FLIGHT OPERATIONS BUILDING (BUILDING NUMBER 29), 4.0 FEET SOUTHEAST
 MJ0889'OF THE NORTHEAST ENTRANCE TO THE BUILDING, SET VERTICALLY 3.0
 MJ0889'FEET ABOVE THE SURFACE OF THE GROUND, AND SET IN A DRILL HOLE
 MJ0889'IN A BRICK WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0507 ***********************************************************************
 MK0507  DESIGNATION -  A 233
 MK0507  PID         -  MK0507
 MK0507  STATE/COUNTY-  NE/WASHINGTON
 MK0507  COUNTRY     -  US
 MK0507  USGS QUAD   -  KENNARD (2017)
 MK0507
 MK0507                         *CURRENT SURVEY CONTROL
 MK0507  ______________________________________________________________________
 MK0507* NAD 83(1986) POSITION- 41 28 57.     (N) 096 10 57.     (W)   SCALED
 MK0507* NAVD 88 ORTHO HEIGHT -   356.945 (meters)     1171.08  (feet) ADJUSTED
 MK0507  ______________________________________________________________________
 MK0507  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 MK0507  DYNAMIC HEIGHT  -        356.774 (meters)     1170.52  (feet) COMP
 MK0507  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 MK0507
 MK0507  VERT ORDER      -  SECOND    CLASS 0
 MK0507
 MK0507.The horizontal coordinates were scaled from a map and have
 MK0507.an estimated accuracy of +/- 6 seconds.
 MK0507
 MK0507.The orthometric height was determined by differential leveling and
 MK0507.adjusted by the NATIONAL GEODETIC SURVEY
 MK0507.in June 1991.
 MK0507
 MK0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0507.GEOID18 height accuracy estimate available here.
 MK0507
 MK0507.Click photographs - Photos may exist for this station.
 MK0507
 MK0507.The dynamic height is computed by dividing the NAVD 88
 MK0507.geopotential number by the normal gravity value computed on the
 MK0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0507.degrees latitude (g = 980.6199 gals.).
 MK0507
 MK0507.The modeled gravity was interpolated from observed gravity values.
 MK0507
 MK0507;                    North         East    Units  Estimated Accuracy
 MK0507;SPC NE       -   190,130.      818,620.      MT  (+/- 180 meters Scaled)
 MK0507
 MK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352961(NAD 83)
 MK0507
 MK0507                          SUPERSEDED SURVEY CONTROL
 MK0507
 MK0507  NGVD 29 (??/??/92)  356.793  (m)         1170.58   (f) ADJ UNCH    2 0
 MK0507
 MK0507.Superseded values are not recommended for survey control.
 MK0507
 MK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0507.See file dsdata.pdf to determine how the superseded data were derived.
 MK0507
 MK0507_MARKER: DB = BENCH MARK DISK
 MK0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0507_STAMPING: A 233 1947
 MK0507_MARK LOGO: CGS
 MK0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0507+STABILITY: SURFACE MOTION
 MK0507
 MK0507  HISTORY     - Date     Condition        Report By
 MK0507  HISTORY     - 1947     MONUMENTED       CGS
 MK0507
 MK0507                          STATION DESCRIPTION
 MK0507
 MK0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0507'1.2 MI NE FROM KENNARD.
 MK0507'1.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MK0507'FROM THE STATION AT KENNARD.  THE MARK IS 5 POLES SOUTHWEST OF
 MK0507'RAILWAY BRIDGE 8.2, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK0507'TRACK AND 3 FEET HIGHER, 41 FEET NORTHWEST OF THE CENTER LINE
 MK0507'OF U.S. HIGHWAY 30, 9 FEET SOUTHWEST OF MILEPOST 19, 2 FEET
 MK0507'NORTHEAST OF A 4 X 4 MARKER POST, AND IN LINE WITH A ROW OF
 MK0507'POLES.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MK0507'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0637 ***********************************************************************
 MK0637  DESIGNATION -  A 234 RESET
 MK0637  PID         -  MK0637
 MK0637  STATE/COUNTY-  NE/DOUGLAS
 MK0637  COUNTRY     -  US
 MK0637  USGS QUAD   -  IRVINGTON (2017)
 MK0637
 MK0637                         *CURRENT SURVEY CONTROL
 MK0637  ______________________________________________________________________
 MK0637* NAD 83(1986) POSITION- 41 18 18.51   (N) 096 02 09.26   (W)   HD_HELD1
 MK0637* NAVD 88 ORTHO HEIGHT -   367.97  (meters)     1207.2   (feet) RESET
 MK0637  ______________________________________________________________________
 MK0637  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 MK0637  VERT ORDER      -  THIRD
 MK0637
 MK0637.The horizontal coordinates were determined by differentially corrected
 MK0637.hand held GPS observations or other comparable positioning techniques
 MK0637.and have an estimated accuracy of +/- 3 meters.
 MK0637
 MK0637.The orthometric height was computed from unverified reset data.
 MK0637
 MK0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0637.GEOID18 height accuracy estimate available here.
 MK0637
 MK0637.Click photographs - Photos may exist for this station.
 MK0637
 MK0637;                    North         East    Units  Estimated Accuracy
 MK0637;SPC NE       -   171,014.7     831,749.3     MT  (+/- 3 meters HH1 GPS) 
 MK0637
 MK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4814676870(NAD 83)
 MK0637
 MK0637                          SUPERSEDED SURVEY CONTROL
 MK0637
 MK0637.No superseded survey control is available for this station.
 MK0637
 MK0637_MARKER: DB = BENCH MARK DISK
 MK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0637_STAMPING: A 234 RESET 1967
 MK0637_MARK LOGO: CGS
 MK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0637+STABILITY: SURFACE MOTION
 MK0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0637+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2017
 MK0637
 MK0637  HISTORY     - Date     Condition        Report By
 MK0637  HISTORY     - 1967     MONUMENTED       CGS
 MK0637  HISTORY     - 1976     GOOD             LOCSUR
 MK0637  HISTORY     - 20110204 GOOD             INDIV
 MK0637  HISTORY     - 20170925 GOOD             THOMDD
 MK0637
 MK0637                          STATION DESCRIPTION
 MK0637
 MK0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MK0637'1.6 MI SSE FROM IRVINGTON.
 MK0637'LOCATED IN THE EAST ANGLE OF THE INTERSECTION OF MILITARY AVENUE
 MK0637'AND BROWNE STREET AT THE NORTHWEST SIDE OF OMAHA, 53 FEET
 MK0637'EAST-NORTHEAST OF THE NORTH BOUND LANE OF MILITARY AVENUE, 48
 MK0637'FEET WEST-SOUTHWEST OF CENTER OF A DRIVEWAY, 21 FEET SOUTHEAST
 MK0637'OF THE CENTER OF BROWNE STREET, 1 FOOT NORTHWEST OF A FENCE,
 MK0637'1 FOOT SOUTHWEST OF A METAL WITNESS POST, ACROSS THE STREET
 MK0637'SOUTHEAST OF A HOUSE AT 7906 MILITARY AVENUE, AND SET IN THE
 MK0637'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 MK0637
 MK0637                          STATION RECOVERY (1976)
 MK0637
 MK0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0637'RECOVERED IN GOOD CONDITION.
 MK0637
 MK0637                          STATION RECOVERY (2011)
 MK0637
 MK0637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0637'RECOVERED IN GOOD CONDITION.
 MK0637
 MK0637                          STATION RECOVERY (2017)
 MK0637
 MK0637'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MK0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI0954 ***********************************************************************
 AI0954  DESIGNATION -  A 234 RESET
 AI0954  PID         -  AI0954
 AI0954  STATE/COUNTY-  NE/DOUGLAS
 AI0954  COUNTRY     -  US
 AI0954  USGS QUAD   -  IRVINGTON (2017)
 AI0954
 AI0954                         *CURRENT SURVEY CONTROL
 AI0954  ______________________________________________________________________
 AI0954* NAD 83(1986) POSITION- 41 18 16.     (N) 096 02 09.     (W)   SCALED
 AI0954* NAVD 88 ORTHO HEIGHT -   367.07  (meters)     1204.3   (feet) RESET
 AI0954  ______________________________________________________________________
 AI0954  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 AI0954  VERT ORDER      -  THIRD
 AI0954
 AI0954.The horizontal coordinates were scaled from a map and have
 AI0954.an estimated accuracy of +/- 6 seconds.
 AI0954
 AI0954.The orthometric height was computed from unverified reset data.
 AI0954
 AI0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0954.GEOID18 height accuracy estimate available here.
 AI0954
 AI0954.Click photographs - Photos may exist for this station.
 AI0954
 AI0954;                    North         East    Units  Estimated Accuracy
 AI0954;SPC NE       -   170,940.      831,760.      MT  (+/- 180 meters Scaled)
 AI0954
 AI0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL481767(NAD 83)
 AI0954
 AI0954                          SUPERSEDED SURVEY CONTROL
 AI0954
 AI0954.No superseded survey control is available for this station.
 AI0954
 AI0954_MARKER: DD = SURVEY DISK
 AI0954_SETTING: 0 = UNSPECIFIED SETTING
 AI0954_STAMPING: A 234 RESET 1966
 AI0954_MARK LOGO: USACE
 AI0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0954+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AI0954
 AI0954  HISTORY     - Date     Condition        Report By
 AI0954  HISTORY     - 1966     MONUMENTED       USACE
 AI0954
 AI0954                          STATION DESCRIPTION
 AI0954
 AI0954'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1966
 AI0954'0.6 MI FROM IRVINGTON, IN OMAHA AT BROWNE STREET AND MILITARY AVENUE,
 AI0954'SET IN NORTHWEST CORNER OF ROAD INTERSECTION, 1.0 FT INSIDE
 AI0954'RIGHT-OF-WAY ON MILITARY AVENUE, APPROXIMATELY 54 FT WEST OF
 AI0954'CENTERLINE OF BROWNE STREET, 52.6 FT SOUTHWEST OF A YELLOW
 AI0954'HOUSE MARKED 7906, 1.2 FT EAST OF A REFERENCE POST, A STANDARD C. OF
 AI0954'E. BRONZE DISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0198 ***********************************************************************
 NM0198  DESIGNATION -  A 235
 NM0198  PID         -  NM0198
 NM0198  STATE/COUNTY-  NE/DAKOTA
 NM0198  COUNTRY     -  US
 NM0198  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0198
 NM0198                         *CURRENT SURVEY CONTROL
 NM0198  ______________________________________________________________________
 NM0198* NAD 83(1986) POSITION- 42 24 56.     (N) 096 26 08.     (W)   SCALED
 NM0198* NAVD 88 ORTHO HEIGHT -   335.100 (meters)     1099.41  (feet) ADJUSTED
 NM0198  ______________________________________________________________________
 NM0198  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 NM0198  DYNAMIC HEIGHT  -        334.993 (meters)     1099.06  (feet) COMP
 NM0198  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 NM0198
 NM0198  VERT ORDER      -  FIRST     CLASS II
 NM0198
 NM0198.The horizontal coordinates were scaled from a map and have
 NM0198.an estimated accuracy of +/- 6 seconds.
 NM0198
 NM0198.The orthometric height was determined by differential leveling and
 NM0198.adjusted by the NATIONAL GEODETIC SURVEY
 NM0198.in June 1991.
 NM0198
 NM0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0198.GEOID18 height accuracy estimate available here.
 NM0198
 NM0198.Click photographs - Photos may exist for this station.
 NM0198
 NM0198.The dynamic height is computed by dividing the NAVD 88
 NM0198.geopotential number by the normal gravity value computed on the
 NM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0198.degrees latitude (g = 980.6199 gals.).
 NM0198
 NM0198.The modeled gravity was interpolated from observed gravity values.
 NM0198
 NM0198;                    North         East    Units  Estimated Accuracy
 NM0198;SPC NE       -   292,750.      793,240.      MT  (+/- 180 meters Scaled)
 NM0198
 NM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM110991(NAD 83)
 NM0198
 NM0198                          SUPERSEDED SURVEY CONTROL
 NM0198
 NM0198  NGVD 29 (??/??/92)  334.942  (m)         1098.89   (f) ADJ UNCH    1 2
 NM0198
 NM0198.Superseded values are not recommended for survey control.
 NM0198
 NM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0198.See file dsdata.pdf to determine how the superseded data were derived.
 NM0198
 NM0198_MARKER: DB = BENCH MARK DISK
 NM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0198_STAMPING: A 235 1947
 NM0198_MARK LOGO: CGS
 NM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0198+STABILITY: SURFACE MOTION
 NM0198
 NM0198  HISTORY     - Date     Condition        Report By
 NM0198  HISTORY     - 1947     MONUMENTED       CGS
 NM0198  HISTORY     - 1962     MARK NOT FOUND   CGS
 NM0198
 NM0198                          STATION DESCRIPTION
 NM0198
 NM0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0198'0.8 MI W FROM DAKOTA CITY.
 NM0198'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0198'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 0.5 MILE ALONG STATE
 NM0198'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS IN THE SOUTHEAST
 NM0198'CORNER OF A FARMYARD, 134.0 FEET SOUTHEAST OF THE SOUTHEAST
 NM0198'CORNER OF THE FARMHOUSE, 46.4 FEET EAST OF A TWELVE INCH FIR
 NM0198'TREE, 40.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NM0198'THE HIGHWAY, 8.3 FEET NORTH OF A POWER TRANSFORMER POLE, 1.5 FEET
 NM0198'WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
 NM0198'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NM0198'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0198
 NM0198                          STATION RECOVERY (1962)
 NM0198
 NM0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0199 ***********************************************************************
 NM0199  DESIGNATION -  A 235 RESET
 NM0199  PID         -  NM0199
 NM0199  STATE/COUNTY-  NE/DAKOTA
 NM0199  COUNTRY     -  US
 NM0199  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0199
 NM0199                         *CURRENT SURVEY CONTROL
 NM0199  ______________________________________________________________________
 NM0199* NAD 83(1986) POSITION- 42 24 55.     (N) 096 26 08.     (W)   SCALED
 NM0199* NAVD 88 ORTHO HEIGHT -   335.06  (meters)     1099.3   (feet) RESET
 NM0199  ______________________________________________________________________
 NM0199  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 NM0199  VERT ORDER      -  THIRD
 NM0199
 NM0199.The horizontal coordinates were scaled from a map and have
 NM0199.an estimated accuracy of +/- 6 seconds.
 NM0199
 NM0199.The orthometric height was computed from unverified reset data.
 NM0199
 NM0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0199.GEOID18 height accuracy estimate available here.
 NM0199
 NM0199.Click photographs - Photos may exist for this station.
 NM0199
 NM0199;                    North         East    Units  Estimated Accuracy
 NM0199;SPC NE       -   292,720.      793,240.      MT  (+/- 180 meters Scaled)
 NM0199
 NM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM110990(NAD 83)
 NM0199
 NM0199                          SUPERSEDED SURVEY CONTROL
 NM0199
 NM0199  NGVD 29 (??/??/??)  334.90   (m)         1098.8    (f) RESET       3  
 NM0199
 NM0199.Superseded values are not recommended for survey control.
 NM0199
 NM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0199.See file dsdata.pdf to determine how the superseded data were derived.
 NM0199
 NM0199_MARKER: DB = BENCH MARK DISK
 NM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0199_STAMPING: A 235 RESET 1959
 NM0199_MARK LOGO: CGS
 NM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0199+STABILITY: SURFACE MOTION
 NM0199
 NM0199  HISTORY     - Date     Condition        Report By
 NM0199  HISTORY     - 1959     MONUMENTED       NEDR
 NM0199  HISTORY     - 1959     GOOD             NEDR
 NM0199
 NM0199                          STATION DESCRIPTION
 NM0199
 NM0199'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0199'0.8 MI W FROM DAKOTA CITY.
 NM0199'TO REACH FROM THE COURTHOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0199'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 0.5 MILE ALONG STATE HIGHWAY
 NM0199'NO. 35 TO SITE OF MARK.  BENCH MARK IS IN THE SOUTHEAST CORNER
 NM0199'OF A FARMYARD, 104.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NM0199'FARMHOUSE, 26 FEET EAST OF THE CENTERLINE OF THE FARM DRIVEWAY,
 NM0199'69.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF
 NM0199'A POWER POLE, 2 FEET WEST OF A CORNER FENCE POST, 1 FOOT EAST OF A
 NM0199'STEEL POST, A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NM0199'PROJECTS ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0410 ***********************************************************************
 NM0410  DESIGNATION -  A 236
 NM0410  PID         -  NM0410
 NM0410  STATE/COUNTY-  NE/DAKOTA
 NM0410  COUNTRY     -  US
 NM0410  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0410
 NM0410                         *CURRENT SURVEY CONTROL
 NM0410  ______________________________________________________________________
 NM0410* NAD 83(1986) POSITION- 42 24 29.     (N) 096 25 51.     (W)   SCALED
 NM0410* NAVD 88 ORTHO HEIGHT -   334.019 (meters)     1095.86  (feet) ADJUSTED
 NM0410  ______________________________________________________________________
 NM0410  GEOID HEIGHT    -        -26.032 (meters)                     GEOID18
 NM0410  DYNAMIC HEIGHT  -        333.912 (meters)     1095.51  (feet) COMP
 NM0410  MODELED GRAVITY -    980,293.7   (mgal)                       NAVD 88
 NM0410
 NM0410  VERT ORDER      -  SECOND    CLASS 0
 NM0410
 NM0410.The horizontal coordinates were scaled from a map and have
 NM0410.an estimated accuracy of +/- 6 seconds.
 NM0410
 NM0410.The orthometric height was determined by differential leveling and
 NM0410.adjusted by the NATIONAL GEODETIC SURVEY
 NM0410.in June 1991.
 NM0410
 NM0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0410.GEOID18 height accuracy estimate available here.
 NM0410
 NM0410.Click photographs - Photos may exist for this station.
 NM0410
 NM0410.The dynamic height is computed by dividing the NAVD 88
 NM0410.geopotential number by the normal gravity value computed on the
 NM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0410.degrees latitude (g = 980.6199 gals.).
 NM0410
 NM0410.The modeled gravity was interpolated from observed gravity values.
 NM0410
 NM0410;                    North         East    Units  Estimated Accuracy
 NM0410;SPC NE       -   291,930.      793,660.      MT  (+/- 180 meters Scaled)
 NM0410
 NM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM114982(NAD 83)
 NM0410
 NM0410                          SUPERSEDED SURVEY CONTROL
 NM0410
 NM0410  NGVD 29 (??/??/92)  333.861  (m)         1095.34   (f) ADJ UNCH    2 0
 NM0410
 NM0410.Superseded values are not recommended for survey control.
 NM0410
 NM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0410.See file dsdata.pdf to determine how the superseded data were derived.
 NM0410
 NM0410_MARKER: DB = BENCH MARK DISK
 NM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0410_STAMPING: A 236 1947
 NM0410_MARK LOGO: CGS
 NM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0410+STABILITY: SURFACE MOTION
 NM0410
 NM0410  HISTORY     - Date     Condition        Report By
 NM0410  HISTORY     - 1947     MONUMENTED       CGS
 NM0410  HISTORY     - 1971     GOOD             NGS
 NM0410
 NM0410                          STATION DESCRIPTION
 NM0410
 NM0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0410'0.9 MI SW FROM DAKOTA CITY.
 NM0410'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE COURT
 NM0410'HOUSE AT DAKOTA CITY, 54.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET
 NM0410'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 36.6 FEET SOUTHEAST OF
 NM0410'THE CENTER LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NM0410'TRACK, 35.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0410'9.7 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 NM0410'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0410'WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM0410
 NM0410                          STATION RECOVERY (1971)
 NM0410
 NM0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NM0410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0423 ***********************************************************************
 NM0423  DESIGNATION -  A 237
 NM0423  PID         -  NM0423
 NM0423  STATE/COUNTY-  NE/DAKOTA
 NM0423  COUNTRY     -  US
 NM0423  USGS QUAD   -  HOMER (2017)
 NM0423
 NM0423                         *CURRENT SURVEY CONTROL
 NM0423  ______________________________________________________________________
 NM0423* NAD 83(1986) POSITION- 42 17 22.     (N) 096 29 11.     (W)   SCALED
 NM0423* NAVD 88 ORTHO HEIGHT -   345.070 (meters)     1132.12  (feet) ADJUSTED
 NM0423  ______________________________________________________________________
 NM0423  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 NM0423  DYNAMIC HEIGHT  -        344.955 (meters)     1131.74  (feet) COMP
 NM0423  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 NM0423
 NM0423  VERT ORDER      -  SECOND    CLASS 0
 NM0423
 NM0423.The horizontal coordinates were scaled from a map and have
 NM0423.an estimated accuracy of +/- 6 seconds.
 NM0423
 NM0423.The orthometric height was determined by differential leveling and
 NM0423.adjusted by the NATIONAL GEODETIC SURVEY
 NM0423.in June 1991.
 NM0423
 NM0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0423.GEOID18 height accuracy estimate available here.
 NM0423
 NM0423.Click photographs - Photos may exist for this station.
 NM0423
 NM0423.The dynamic height is computed by dividing the NAVD 88
 NM0423.geopotential number by the normal gravity value computed on the
 NM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0423.degrees latitude (g = 980.6199 gals.).
 NM0423
 NM0423.The modeled gravity was interpolated from observed gravity values.
 NM0423
 NM0423;                    North         East    Units  Estimated Accuracy
 NM0423;SPC NE       -   278,590.      789,630.      MT  (+/- 180 meters Scaled)
 NM0423
 NM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM072849(NAD 83)
 NM0423
 NM0423                          SUPERSEDED SURVEY CONTROL
 NM0423
 NM0423  NGVD 29 (??/??/92)  344.912  (m)         1131.60   (f) ADJ UNCH    2 0
 NM0423
 NM0423.Superseded values are not recommended for survey control.
 NM0423
 NM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0423.See file dsdata.pdf to determine how the superseded data were derived.
 NM0423
 NM0423_MARKER: DB = BENCH MARK DISK
 NM0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0423_SP_SET: BOX CULVERT HEADWALL
 NM0423_STAMPING: A 237 1947
 NM0423_MARK LOGO: CGS
 NM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0423+STABILITY: SURFACE MOTION
 NM0423
 NM0423  HISTORY     - Date     Condition        Report By
 NM0423  HISTORY     - 1949     MONUMENTED       CGS
 NM0423
 NM0423                          STATION DESCRIPTION
 NM0423
 NM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0423'2.3 MI S FROM HOMER.
 NM0423'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0423'MAIN STREET, THENCE SOUTH 2.2 MILES ALONG U.S. HIGHWAY NO. 77
 NM0423'TO SITE OF MARK.  BENCH MARK IS 18.0 FEET WEST OF AND ABOUT 1.0
 NM0423'FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 NM0423'SOUTH END OF THE WEST HEADWALL OF A 5 FT X 6 FT CONCRETE BOX
 NM0423'CULVERT AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0424 ***********************************************************************
 NM0424  DESIGNATION -  A 237 RESET
 NM0424  PID         -  NM0424
 NM0424  STATE/COUNTY-  NE/DAKOTA
 NM0424  COUNTRY     -  US
 NM0424  USGS QUAD   -  HOMER (2017)
 NM0424
 NM0424                         *CURRENT SURVEY CONTROL
 NM0424  ______________________________________________________________________
 NM0424* NAD 83(1986) POSITION- 42 17 22.     (N) 096 29 11.     (W)   SCALED
 NM0424* NAVD 88 ORTHO HEIGHT -   345.38  (+/-2cm)     1133.1   (feet) VERTCON
 NM0424  ______________________________________________________________________
 NM0424  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 NM0424  VERT ORDER      -  THIRD (See Below)
 NM0424
 NM0424.The horizontal coordinates were scaled from a map and have
 NM0424.an estimated accuracy of +/- 6 seconds.
 NM0424
 NM0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0424
 NM0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0424.GEOID18 height accuracy estimate available here.
 NM0424
 NM0424.The vertical order pertains to the NGVD 29 superseded value.
 NM0424
 NM0424.Click photographs - Photos may exist for this station.
 NM0424
 NM0424;                    North         East    Units  Estimated Accuracy
 NM0424;SPC NE       -   278,590.      789,630.      MT  (+/- 180 meters Scaled)
 NM0424
 NM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM072849(NAD 83)
 NM0424
 NM0424                          SUPERSEDED SURVEY CONTROL
 NM0424
 NM0424  NGVD 29 (??/??/??)  345.22   (m)         1132.6    (f) RESET       3  
 NM0424
 NM0424.Superseded values are not recommended for survey control.
 NM0424
 NM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0424.See file dsdata.pdf to determine how the superseded data were derived.
 NM0424
 NM0424_MARKER: DV = VERTICAL CONTROL DISK
 NM0424_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0424+WITH SETTING: INTO GROUND
 NM0424_STAMPING: A 237 RESET 1973
 NM0424_MARK LOGO: NGS
 NM0424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0424
 NM0424  HISTORY     - Date     Condition        Report By
 NM0424  HISTORY     - 1973     MONUMENTED       NGS
 NM0424  HISTORY     - 19920414 GOOD             NEDR
 NM0424
 NM0424                          STATION DESCRIPTION
 NM0424
 NM0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0424'2.3 MI S FROM HOMER.
 NM0424'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST ON
 NM0424'MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0424'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 2.25 MILES TO THE BENCH
 NM0424'MARK ON THE LEFT, 12 FEET WEST OF THE EAST EDGE RIGHT-OF-WAY
 NM0424'FOR HIGHWAY 77, 5 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH OF
 NM0424'A METAL WITNESS POST.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NM0424'A 237 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NM0424'PIPE WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN
 NM0424'A PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 NM0424
 NM0424                          STATION RECOVERY (1992)
 NM0424
 NM0424'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NM0424'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST ON MAIN
 NM0424'STREET FOR 0.1 MI (0.2 KM) TO U.S. HIGHWAY 77, TURN RIGHT AND GO SOUTH
 NM0424'ON THE HIGHWAY FOR 2.25 MI (3.62 KM) TO THE BENCH MARK ON THE LEFT, 12
 NM0424'FT (3.7 M) WEST FROM THE EAST EDGE OF THE RIGHT-OF-WAY FOR HIGHWAY 77,
 NM0424'5.0 FT (1.5 M) SOUTH OF A POWER POLE AND 1.O FT NORTH FROM A METAL
 NM0424'WITNESS POST.  THE MARK IS A STANDARD DISK, CRIMPED TO THE TOP OF A
 NM0424'5/8 INCH COPPER CLAD METAL ROD, WITH A 10-INCH METAL BASE PLATE BOLTED
 NM0424'TO THE BOTTOM, ENCASED IN A PLASTIC PIPE THAT PROJECTS ABOUT 2 INCHES
 NM0424'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0727 ***********************************************************************
 NM0727  DESIGNATION -  A 239
 NM0727  PID         -  NM0727
 NM0727  STATE/COUNTY-  NE/THURSTON
 NM0727  COUNTRY     -  US
 NM0727  USGS QUAD   -  THURSTON (2017)
 NM0727
 NM0727                         *CURRENT SURVEY CONTROL
 NM0727  ______________________________________________________________________
 NM0727* NAD 83(1986) POSITION- 42 09 46.     (N) 096 41 15.     (W)   SCALED
 NM0727* NAVD 88 ORTHO HEIGHT -   424.727 (meters)     1393.46  (feet) ADJUSTED
 NM0727  ______________________________________________________________________
 NM0727  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 NM0727  DYNAMIC HEIGHT  -        424.579 (meters)     1392.97  (feet) COMP
 NM0727  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 NM0727
 NM0727  VERT ORDER      -  SECOND    CLASS 0
 NM0727
 NM0727.The horizontal coordinates were scaled from a map and have
 NM0727.an estimated accuracy of +/- 6 seconds.
 NM0727
 NM0727.The orthometric height was determined by differential leveling and
 NM0727.adjusted by the NATIONAL GEODETIC SURVEY
 NM0727.in June 1991.
 NM0727
 NM0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0727.GEOID18 height accuracy estimate available here.
 NM0727
 NM0727.Click photographs - Photos may exist for this station.
 NM0727
 NM0727.The dynamic height is computed by dividing the NAVD 88
 NM0727.geopotential number by the normal gravity value computed on the
 NM0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0727.degrees latitude (g = 980.6199 gals.).
 NM0727
 NM0727.The modeled gravity was interpolated from observed gravity values.
 NM0727
 NM0727;                    North         East    Units  Estimated Accuracy
 NM0727;SPC NE       -   263,880.      773,600.      MT  (+/- 180 meters Scaled)
 NM0727
 NM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM910704(NAD 83)
 NM0727
 NM0727                          SUPERSEDED SURVEY CONTROL
 NM0727
 NM0727  NGVD 29 (??/??/92)  424.570  (m)         1392.94   (f) ADJ UNCH    2 0
 NM0727
 NM0727.Superseded values are not recommended for survey control.
 NM0727
 NM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0727.See file dsdata.pdf to determine how the superseded data were derived.
 NM0727
 NM0727_MARKER: DB = BENCH MARK DISK
 NM0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0727_STAMPING: A 239 1947
 NM0727_MARK LOGO: CGS
 NM0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0727+STABILITY: SURFACE MOTION
 NM0727
 NM0727  HISTORY     - Date     Condition        Report By
 NM0727  HISTORY     - 1947     MONUMENTED       CGS
 NM0727  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0727
 NM0727                          STATION DESCRIPTION
 NM0727
 NM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0727'2 MI SE FROM THURSTON.
 NM0727'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT
 NM0727'THURSTON, THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE
 NM0727'EAST 1.0 MILE TO A DIRT T-ROAD LEADING SOUTH, 44.0 FEET NORTH
 NM0727'OF A POWER POLE, 23.5 FEET NORTH OF THE CENTER OF THE EAST-WEST
 NM0727'ROAD, 14.7 FEET WEST OF THE EXTENDED CENTER LINE OF THE T-ROAD,
 NM0727'5.0 FEET WEST OF A GATE POST, 2.0 FEET SOUTH OF A BARBED WIRE
 NM0727'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0727'THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 NM0727
 NM0727                          STATION RECOVERY (1965)
 NM0727
 NM0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0727'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0789 ***********************************************************************
 LH0789  DESIGNATION -  A 24
 LH0789  PID         -  LH0789
 LH0789  STATE/COUNTY-  NE/DAWSON
 LH0789  COUNTRY     -  US
 LH0789  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0789
 LH0789                         *CURRENT SURVEY CONTROL
 LH0789  ______________________________________________________________________
 LH0789* NAD 83(1986) POSITION- 40 46 07.     (N) 099 44 20.     (W)   SCALED
 LH0789* NAVD 88 ORTHO HEIGHT -   728.859 (meters)     2391.26  (feet) ADJUSTED
 LH0789  ______________________________________________________________________
 LH0789  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 LH0789  DYNAMIC HEIGHT  -        728.433 (meters)     2389.87  (feet) COMP
 LH0789  MODELED GRAVITY -    980,014.9   (mgal)                       NAVD 88
 LH0789
 LH0789  VERT ORDER      -  FIRST     CLASS II
 LH0789
 LH0789.The horizontal coordinates were scaled from a map and have
 LH0789.an estimated accuracy of +/- 6 seconds.
 LH0789
 LH0789.The orthometric height was determined by differential leveling and
 LH0789.adjusted by the NATIONAL GEODETIC SURVEY
 LH0789.in June 1991.
 LH0789
 LH0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0789.GEOID18 height accuracy estimate available here.
 LH0789
 LH0789.Click photographs - Photos may exist for this station.
 LH0789
 LH0789.The dynamic height is computed by dividing the NAVD 88
 LH0789.geopotential number by the normal gravity value computed on the
 LH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0789.degrees latitude (g = 980.6199 gals.).
 LH0789
 LH0789.The modeled gravity was interpolated from observed gravity values.
 LH0789
 LH0789;                    North         East    Units  Estimated Accuracy
 LH0789;SPC NE       -   103,880.      522,040.      MT  (+/- 180 meters Scaled)
 LH0789
 LH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML376133(NAD 83)
 LH0789
 LH0789                          SUPERSEDED SURVEY CONTROL
 LH0789
 LH0789  NGVD 29 (??/??/92)  728.585  (m)         2390.37   (f) ADJ UNCH    1 2
 LH0789
 LH0789.Superseded values are not recommended for survey control.
 LH0789
 LH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0789.See file dsdata.pdf to determine how the superseded data were derived.
 LH0789
 LH0789_MARKER: DB = BENCH MARK DISK
 LH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0789_STAMPING: A 24 1933
 LH0789_MARK LOGO: CGS
 LH0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0789+STABILITY: SURFACE MOTION
 LH0789
 LH0789  HISTORY     - Date     Condition        Report By
 LH0789  HISTORY     - 1933     MONUMENTED       CGS
 LH0789  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 LH0789
 LH0789                          STATION DESCRIPTION
 LH0789
 LH0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0789'AT LEXINGTON.
 LH0789'AT LEXINGTON, .60 OF MILE SOUTH, OF THE V.P. RAILROAD
 LH0789'CROSSING IN LEXINGTON, ALONG STATE HIGHWAY NUMBER 21, AT POINT
 LH0789'WHERE ONE ROAD TURNS OFF WEST AND ANOTHER EAST TO THE COUNTY
 LH0789'FAIR GROUNDS, 32 FT. NORTH OF ROAD RUNNING WEST, 33 FT WEST OF
 LH0789'CENTER OF HIGHWAY, 13 FT. NW. OF CONCRETE PIPE CULVERT.  STANDARD
 LH0789'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 LH0789
 LH0789                          STATION RECOVERY (2006)
 LH0789
 LH0789'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0789'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0326 ***********************************************************************
 MK0326  DESIGNATION -  A 241 RESET
 MK0326  PID         -  MK0326
 MK0326  STATE/COUNTY-  NE/BURT
 MK0326  COUNTRY     -  US
 MK0326  USGS QUAD   -  WEST POINT SE (2017)
 MK0326
 MK0326                         *CURRENT SURVEY CONTROL
 MK0326  ______________________________________________________________________
 MK0326* NAD 83(1986) POSITION- 41 49 43.     (N) 096 30 30.     (W)   SCALED
 MK0326* NAVD 88 ORTHO HEIGHT -   390.88  (meters)     1282.4   (feet) RESET
 MK0326  ______________________________________________________________________
 MK0326  GEOID HEIGHT    -        -25.890 (meters)                     GEOID18
 MK0326  VERT ORDER      -  THIRD
 MK0326
 MK0326.The horizontal coordinates were scaled from a map and have
 MK0326.an estimated accuracy of +/- 6 seconds.
 MK0326
 MK0326.The orthometric height was computed from unverified reset data.
 MK0326
 MK0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0326.GEOID18 height accuracy estimate available here.
 MK0326
 MK0326.Click photographs - Photos may exist for this station.
 MK0326
 MK0326;                    North         East    Units  Estimated Accuracy
 MK0326;SPC NE       -   227,380.      789,890.      MT  (+/- 180 meters Scaled)
 MK0326
 MK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069337(NAD 83)
 MK0326
 MK0326                          SUPERSEDED SURVEY CONTROL
 MK0326
 MK0326.No superseded survey control is available for this station.
 MK0326
 MK0326_MARKER: DB = BENCH MARK DISK
 MK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0326_STAMPING: A 241 1947 RESET 1957
 MK0326_MARK LOGO: CGS
 MK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0326+STABILITY: SURFACE MOTION
 MK0326
 MK0326  HISTORY     - Date     Condition        Report By
 MK0326  HISTORY     - 1957     MONUMENTED       CGS
 MK0326  HISTORY     - 19920603 GOOD             NEDR
 MK0326
 MK0326                          STATION DESCRIPTION
 MK0326
 MK0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0326'2.3 MI W FROM OAKLAND.
 MK0326'IN BURT COUNTY, 2.3 MILES WEST ALONG STATE HIGHWAY 9 FROM ITS
 MK0326'JUNCTION WITH U.S. HIGHWAY 77 NEAR OAKLAND, 0.3 MILE WEST OF
 MK0326'DISTRICT NO. 33 SCHOOL, 100 YARDS SOUTH OF OAKLAND AIRPORT
 MK0326'HANGAR, 69 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 9, AND
 MK0326'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 10 INCHES AND THE
 MK0326'DISK IS STAMPED A 241 1947 RESET 1957.
 MK0326
 MK0326                          STATION RECOVERY (1992)
 MK0326
 MK0326'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (BB)
 MK0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0162 ***********************************************************************
 MK0162  DESIGNATION -  A 242
 MK0162  PID         -  MK0162
 MK0162  STATE/COUNTY-  NE/BURT
 MK0162  COUNTRY     -  US
 MK0162  USGS QUAD   -  TEKAMAH NW (2017)
 MK0162
 MK0162                         *CURRENT SURVEY CONTROL
 MK0162  ______________________________________________________________________
 MK0162* NAD 83(1986) POSITION- 41 53 14.     (N) 096 10 05.     (W)   SCALED
 MK0162* NAVD 88 ORTHO HEIGHT -   316.740 (meters)     1039.17  (feet) ADJUSTED
 MK0162  ______________________________________________________________________
 MK0162  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 MK0162  DYNAMIC HEIGHT  -        316.621 (meters)     1038.78  (feet) COMP
 MK0162  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 MK0162
 MK0162  VERT ORDER      -  SECOND    CLASS 0
 MK0162
 MK0162.The horizontal coordinates were scaled from a map and have
 MK0162.an estimated accuracy of +/- 6 seconds.
 MK0162
 MK0162.The orthometric height was determined by differential leveling and
 MK0162.adjusted by the NATIONAL GEODETIC SURVEY
 MK0162.in June 1991.
 MK0162
 MK0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0162.GEOID18 height accuracy estimate available here.
 MK0162
 MK0162.Click photographs - Photos may exist for this station.
 MK0162
 MK0162.The dynamic height is computed by dividing the NAVD 88
 MK0162.geopotential number by the normal gravity value computed on the
 MK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0162.degrees latitude (g = 980.6199 gals.).
 MK0162
 MK0162.The modeled gravity was interpolated from observed gravity values.
 MK0162
 MK0162;                    North         East    Units  Estimated Accuracy
 MK0162;SPC NE       -   235,080.      817,830.      MT  (+/- 180 meters Scaled)
 MK0162
 MK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM349411(NAD 83)
 MK0162
 MK0162                          SUPERSEDED SURVEY CONTROL
 MK0162
 MK0162  NGVD 29 (??/??/92)  316.597  (m)         1038.70   (f) ADJ UNCH    2 0
 MK0162
 MK0162.Superseded values are not recommended for survey control.
 MK0162
 MK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0162.See file dsdata.pdf to determine how the superseded data were derived.
 MK0162
 MK0162_MARKER: DB = BENCH MARK DISK
 MK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0162_STAMPING: A 242 1947
 MK0162_MARK LOGO: CGS
 MK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0162+STABILITY: SURFACE MOTION
 MK0162
 MK0162  HISTORY     - Date     Condition        Report By
 MK0162  HISTORY     - 1947     MONUMENTED       CGS
 MK0162  HISTORY     - 1948     GOOD             CGS
 MK0162  HISTORY     - 1974     GOOD             LOCENG
 MK0162
 MK0162                          STATION DESCRIPTION
 MK0162
 MK0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0162'10.6 MI NE FROM TEKAMAH.
 MK0162'6.4 MILES NORTH ALONG U.S. HIGWAY NO. 73 E FROM THE TEKAMAH
 MK0162'SCHOOLS AT TEKEMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0162'GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT AND GRAVEL
 MK0162'ROAD, AT A T ROAD, 55.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 MK0162'CORNER OF A WOODEN BRIDGE, 36.0 FEET SOUTH OF A POINT ON THE
 MK0162'PROJECTED CENTER LINE OF A ROAD LEADING WEST, 29.0 FEET EAST
 MK0162'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 6.0 FEET SOUTH-SOUTHEAST
 MK0162'OF A POWER LINE GUY POLE, 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY
 MK0162'FENCE, 1.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MK0162'CONCRETE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0162
 MK0162                          STATION RECOVERY (1974)
 MK0162
 MK0162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0135 ***********************************************************************
 MK0135  DESIGNATION -  A 245
 MK0135  PID         -  MK0135
 MK0135  STATE/COUNTY-  NE/WASHINGTON
 MK0135  COUNTRY     -  US
 MK0135  USGS QUAD   -  BLAIR (2017)
 MK0135
 MK0135                         *CURRENT SURVEY CONTROL
 MK0135  ______________________________________________________________________
 MK0135* NAD 83(1986) POSITION- 41 34 00.99   (N) 096 07 34.70   (W)   HD_HELD1
 MK0135* NAVD 88 ORTHO HEIGHT -   307.333 (meters)     1008.31  (feet) ADJUSTED
 MK0135  ______________________________________________________________________
 MK0135  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 MK0135  DYNAMIC HEIGHT  -        307.195 (meters)     1007.86  (feet) COMP
 MK0135  MODELED GRAVITY -    980,168.1   (mgal)                       NAVD 88
 MK0135
 MK0135  VERT ORDER      -  SECOND    CLASS 0
 MK0135
 MK0135.The horizontal coordinates were determined by differentially corrected
 MK0135.hand held GPS observations or other comparable positioning techniques
 MK0135.and have an estimated accuracy of +/- 3 meters.
 MK0135
 MK0135.The orthometric height was determined by differential leveling and
 MK0135.adjusted by the NATIONAL GEODETIC SURVEY
 MK0135.in June 1991.
 MK0135
 MK0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0135.GEOID18 height accuracy estimate available here.
 MK0135
 MK0135.Click photographs - Photos may exist for this station.
 MK0135
 MK0135.The dynamic height is computed by dividing the NAVD 88
 MK0135.geopotential number by the normal gravity value computed on the
 MK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0135.degrees latitude (g = 980.6199 gals.).
 MK0135
 MK0135.The modeled gravity was interpolated from observed gravity values.
 MK0135
 MK0135;                    North         East    Units  Estimated Accuracy
 MK0135;SPC NE       -   199,708.9     822,887.2     MT  (+/- 3 meters HH1 GPS) 
 MK0135
 MK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3961105684(NAD 83)
 MK0135
 MK0135                          SUPERSEDED SURVEY CONTROL
 MK0135
 MK0135  NGVD 29 (??/??/92)  307.191  (m)         1007.84   (f) ADJ UNCH    2 0
 MK0135
 MK0135.Superseded values are not recommended for survey control.
 MK0135
 MK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0135.See file dsdata.pdf to determine how the superseded data were derived.
 MK0135
 MK0135_MARKER: DB = BENCH MARK DISK
 MK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0135_STAMPING: A 245 1947
 MK0135_MARK LOGO: CGS
 MK0135_PROJECTION: PROJECTING 9 CENTIMETERS
 MK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0135+STABILITY: SURFACE MOTION
 MK0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0135+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2019
 MK0135
 MK0135  HISTORY     - Date     Condition        Report By
 MK0135  HISTORY     - 1947     MONUMENTED       CGS
 MK0135  HISTORY     - 20191231 GOOD             THOMDD
 MK0135
 MK0135                          STATION DESCRIPTION
 MK0135
 MK0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0135'2 MI N FROM BLAIR.
 MK0135'0.3 MILE EAST ALONG U.S. HIGHWAY NO. 30 FROM THE UNION RAILROAD
 MK0135'STATION AT BLAIR, THENCE 1.65 MILE NORTH ALONG A GRAVEL ROAD,
 MK0135'0.15 MILE NORTH OF A STEEL BRIDGE OVER A DRAINAGE CANAL, AT THE
 MK0135'JUNCTION OF A DIRT ROAD LEADING EAST, 48.0 FEET EAST OF THE
 MK0135'CENTER OF THE NORTH-SOUTH ROAD, 40.0 FEET SOUTH OF THE CENTER
 MK0135'OF THE ROAD LEADING EAST, 12.5 FEET SOUTH OF A FENCE CORNER
 MK0135'POST, 2.5 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF THE
 MK0135'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 3 FEET
 MK0135'BELOW THE ROAD AND PROJECTING 0.3 FOOT.
 MK0135
 MK0135                          STATION RECOVERY (2019)
 MK0135
 MK0135'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2019 (MD)
 MK0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0277 ***********************************************************************
 MK0277  DESIGNATION -  A 246
 MK0277  PID         -  MK0277
 MK0277  STATE/COUNTY-  NE/BURT
 MK0277  COUNTRY     -  US
 MK0277  USGS QUAD   -  LYONS (2017)
 MK0277
 MK0277                         *CURRENT SURVEY CONTROL
 MK0277  ______________________________________________________________________
 MK0277* NAD 83(1986) POSITION- 41 55 51.     (N) 096 24 17.     (W)   SCALED
 MK0277* NAVD 88 ORTHO HEIGHT -   426.177 (meters)     1398.22  (feet) ADJUSTED
 MK0277  ______________________________________________________________________
 MK0277  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 MK0277  DYNAMIC HEIGHT  -        426.024 (meters)     1397.71  (feet) COMP
 MK0277  MODELED GRAVITY -    980,248.7   (mgal)                       NAVD 88
 MK0277
 MK0277  VERT ORDER      -  SECOND    CLASS 0
 MK0277
 MK0277.The horizontal coordinates were scaled from a map and have
 MK0277.an estimated accuracy of +/- 6 seconds.
 MK0277
 MK0277.The orthometric height was determined by differential leveling and
 MK0277.adjusted by the NATIONAL GEODETIC SURVEY
 MK0277.in June 1991.
 MK0277
 MK0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0277.GEOID18 height accuracy estimate available here.
 MK0277
 MK0277.Click photographs - Photos may exist for this station.
 MK0277
 MK0277.The dynamic height is computed by dividing the NAVD 88
 MK0277.geopotential number by the normal gravity value computed on the
 MK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0277.degrees latitude (g = 980.6199 gals.).
 MK0277
 MK0277.The modeled gravity was interpolated from observed gravity values.
 MK0277
 MK0277;                    North         East    Units  Estimated Accuracy
 MK0277;SPC NE       -   239,080.      798,010.      MT  (+/- 180 meters Scaled)
 MK0277
 MK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM151453(NAD 83)
 MK0277
 MK0277                          SUPERSEDED SURVEY CONTROL
 MK0277
 MK0277  NGVD 29 (??/??/92)  426.030  (m)         1397.73   (f) ADJ UNCH    2 0
 MK0277
 MK0277.Superseded values are not recommended for survey control.
 MK0277
 MK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0277.See file dsdata.pdf to determine how the superseded data were derived.
 MK0277
 MK0277_MARKER: DB = BENCH MARK DISK
 MK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0277_STAMPING: A 246 1947
 MK0277_MARK LOGO: CGS
 MK0277_PROJECTION: FLUSH
 MK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0277+STABILITY: SURFACE MOTION
 MK0277
 MK0277  HISTORY     - Date     Condition        Report By
 MK0277  HISTORY     - 1947     MONUMENTED       CGS
 MK0277
 MK0277                          STATION DESCRIPTION
 MK0277
 MK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0277'3.8 MI E FROM LYONS.
 MK0277'3.75 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE CHICAGO,
 MK0277'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, AT THE WEST
 MK0277'ENTRANCE TO THE SCHOOL BUILDING AT DISTRICT NO. 56, 106.0 FEET
 MK0277'NORTH OF THE CENTER OF THE EAST-WEST SECTION OF AND 84.0 FEET
 MK0277'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION OF THE HIGHWAY, 2.4
 MK0277'FEET SOUTH OF THE SOUTH SIDE OF THE CONCRETE ENTRANCE STEPS,
 MK0277'1.8 FOOT WEST OF THE WEST SIDE OF THE CONCRETE FOUNDATION OF THE
 MK0277'BUILDING, 1.2 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0277'POST ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0420 ***********************************************************************
 MK0420  DESIGNATION -  A 247
 MK0420  PID         -  MK0420
 MK0420  STATE/COUNTY-  NE/WASHINGTON
 MK0420  COUNTRY     -  US
 MK0420  USGS QUAD   -  BLAIR (2017)
 MK0420
 MK0420                         *CURRENT SURVEY CONTROL
 MK0420  ______________________________________________________________________
 MK0420* NAD 83(1986) POSITION- 41 32 44.     (N) 096 13 59.     (W)   SCALED
 MK0420* NAVD 88 ORTHO HEIGHT -   404.192 (meters)     1326.09  (feet) ADJUSTED
 MK0420  ______________________________________________________________________
 MK0420  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 MK0420  DYNAMIC HEIGHT  -        404.007 (meters)     1325.48  (feet) COMP
 MK0420  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 MK0420
 MK0420  VERT ORDER      -  SECOND    CLASS 0
 MK0420
 MK0420.The horizontal coordinates were scaled from a map and have
 MK0420.an estimated accuracy of +/- 6 seconds.
 MK0420
 MK0420.The orthometric height was determined by differential leveling and
 MK0420.adjusted by the NATIONAL GEODETIC SURVEY
 MK0420.in June 1991.
 MK0420
 MK0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0420.GEOID18 height accuracy estimate available here.
 MK0420
 MK0420.Click photographs - Photos may exist for this station.
 MK0420
 MK0420.The dynamic height is computed by dividing the NAVD 88
 MK0420.geopotential number by the normal gravity value computed on the
 MK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0420.degrees latitude (g = 980.6199 gals.).
 MK0420
 MK0420.The modeled gravity was interpolated from observed gravity values.
 MK0420
 MK0420;                    North         East    Units  Estimated Accuracy
 MK0420;SPC NE       -   196,940.      814,100.      MT  (+/- 180 meters Scaled)
 MK0420
 MK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM307030(NAD 83)
 MK0420
 MK0420                          SUPERSEDED SURVEY CONTROL
 MK0420
 MK0420  NGVD 29 (??/??/92)  404.044  (m)         1325.60   (f) ADJ UNCH    2 0
 MK0420
 MK0420.Superseded values are not recommended for survey control.
 MK0420
 MK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0420.See file dsdata.pdf to determine how the superseded data were derived.
 MK0420
 MK0420_MARKER: DB = BENCH MARK DISK
 MK0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0420_STAMPING: A 247 1947
 MK0420_MARK LOGO: CGS
 MK0420_PROJECTION: FLUSH
 MK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0420+STABILITY: SURFACE MOTION
 MK0420
 MK0420  HISTORY     - Date     Condition        Report By
 MK0420  HISTORY     - 1947     MONUMENTED       CGS
 MK0420
 MK0420                          STATION DESCRIPTION
 MK0420
 MK0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0420'2 MI E FROM ORUM.
 MK0420'1.95 MILE EAST ALONG STATE HIGHWAY NO. 91 FROM THE SCHOOL AT
 MK0420'ORUM, NEAR THE TOP OF A HILL, 257.0 FEET WEST OF THE CENTER
 MK0420'OF A NORTH-SOUTH CROSS ROAD, 79.0 FEET EAST OF THE CENTER OF A
 MK0420'PRIVATE DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 32.0 FEET
 MK0420'NORTH OF THE CENTER OF THE HIGHWAY, 17.0 FEET SOUTH OF A POWER
 MK0420'LINE POLE, 1.5 FOOT EAST OF A REFERENCE POST, 0.5 FOOT SOUTH OF
 MK0420'THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2
 MK0420'FEET BELOW THE HIGHWAY AND ABOUT FLUSH WITH THE TOP OF THE
 MK0420'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0421 ***********************************************************************
 MK0421  DESIGNATION -  A 247 RESET
 MK0421  PID         -  MK0421
 MK0421  STATE/COUNTY-  NE/WASHINGTON
 MK0421  COUNTRY     -  US
 MK0421  USGS QUAD   -  BLAIR (2017)
 MK0421
 MK0421                         *CURRENT SURVEY CONTROL
 MK0421  ______________________________________________________________________
 MK0421* NAD 83(1986) POSITION- 41 32 43.     (N) 096 13 59.     (W)   SCALED
 MK0421* NAVD 88 ORTHO HEIGHT -   404.22  (meters)     1326.2   (feet) RESET
 MK0421  ______________________________________________________________________
 MK0421  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 MK0421  VERT ORDER      -  THIRD
 MK0421
 MK0421.The horizontal coordinates were scaled from a map and have
 MK0421.an estimated accuracy of +/- 6 seconds.
 MK0421
 MK0421.The orthometric height was computed from unverified reset data.
 MK0421
 MK0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0421.GEOID18 height accuracy estimate available here.
 MK0421
 MK0421.Click photographs - Photos may exist for this station.
 MK0421
 MK0421;                    North         East    Units  Estimated Accuracy
 MK0421;SPC NE       -   196,910.      814,100.      MT  (+/- 180 meters Scaled)
 MK0421
 MK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM307029(NAD 83)
 MK0421
 MK0421                          SUPERSEDED SURVEY CONTROL
 MK0421
 MK0421  NGVD 29 (??/??/??)  404.07   (m)         1325.7    (f) RESET       3  
 MK0421
 MK0421.Superseded values are not recommended for survey control.
 MK0421
 MK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0421.See file dsdata.pdf to determine how the superseded data were derived.
 MK0421
 MK0421_MARKER: DB = BENCH MARK DISK
 MK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0421_STAMPING: A 247 RESET 1955
 MK0421_MARK LOGO: CGS
 MK0421_PROJECTION: FLUSH
 MK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0421+STABILITY: SURFACE MOTION
 MK0421
 MK0421  HISTORY     - Date     Condition        Report By
 MK0421  HISTORY     - 1955     MONUMENTED       NEDR
 MK0421
 MK0421                          STATION DESCRIPTION
 MK0421
 MK0421'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0421'2 MI E FROM ORUM.
 MK0421'2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE SCHOOL AT ORUM,
 MK0421'WASHINGTON COUNTY, 257 FEET WEST OF THE CENTER OF THE
 MK0421'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 79 FEET EAST OF THE
 MK0421'CENTERLINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE,
 MK0421'49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF
 MK0421'A POWER POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 MK0421'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 MK0421'A 247 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 MK0421'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1581 ***********************************************************************
 NM1581  DESIGNATION -  A 249 RESET
 NM1581  PID         -  NM1581
 NM1581  STATE/COUNTY-  NE/BURT
 NM1581  COUNTRY     -  US
 NM1581  USGS QUAD   -  MACY (2017)
 NM1581
 NM1581                         *CURRENT SURVEY CONTROL
 NM1581  ______________________________________________________________________
 NM1581* NAD 83(1986) POSITION- 42 00 00.     (N) 096 15 05.     (W)   SCALED
 NM1581* NAVD 88 ORTHO HEIGHT -   327.03  (meters)     1072.9   (feet) RESET
 NM1581  ______________________________________________________________________
 NM1581  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 NM1581  VERT ORDER      -  THIRD
 NM1581
 NM1581.The horizontal coordinates were scaled from a map and have
 NM1581.an estimated accuracy of +/- 6 seconds.
 NM1581
 NM1581.The orthometric height was computed from unverified reset data.
 NM1581
 NM1581.No vertical observational check was made to the station.
 NM1581
 NM1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1581.GEOID18 height accuracy estimate available here.
 NM1581
 NM1581.Click photographs - Photos may exist for this station.
 NM1581
 NM1581;                    North         East    Units  Estimated Accuracy
 NM1581;SPC NE       -   247,290.      810,380.      MT  (+/- 180 meters Scaled)
 NM1581
 NM1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM276534(NAD 83)
 NM1581
 NM1581                          SUPERSEDED SURVEY CONTROL
 NM1581
 NM1581  NGVD 29 (01/31/13)  326.89   (m)         1072.5    (f) RESET       3  
 NM1581
 NM1581.Superseded values are not recommended for survey control.
 NM1581
 NM1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1581.See file dsdata.pdf to determine how the superseded data were derived.
 NM1581
 NM1581_MARKER: DV = VERTICAL CONTROL DISK
 NM1581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1581_SP_SET: WINGWALL
 NM1581_STAMPING: A 249 RESET 1979
 NM1581_MARK LOGO: NGS
 NM1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1581+STABILITY: SURFACE MOTION
 NM1581
 NM1581  HISTORY     - Date     Condition        Report By
 NM1581  HISTORY     - 1979     MONUMENTED       NEDR
 NM1581
 NM1581                          STATION DESCRIPTION
 NM1581
 NM1581'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1979
 NM1581'0.7 MI SW FROM DECATUR.
 NM1581'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE IN DECATUR,
 NM1581'THENCE SOUTH 0.6 MILE ALONG U.S. HIGHWAY 73 EAST, AT THE JUNCTION
 NM1581'WITH STATE HIGHWAY 51, IN THE TOP OF THE EAST END OF THE NORTHEAST
 NM1581'WING WALL OF THE CONCRETE BRIDGE OVER LONE TREE CREEK, 15.8 FEET
 NM1581'NORTH OF THE CENTER OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0725 ***********************************************************************
 LH0725  DESIGNATION -  A 25
 LH0725  PID         -  LH0725
 LH0725  STATE/COUNTY-  NE/FURNAS
 LH0725  COUNTRY     -  US
 LH0725  USGS QUAD   -  HENDLEY (2017)
 LH0725
 LH0725                         *CURRENT SURVEY CONTROL
 LH0725  ______________________________________________________________________
 LH0725* NAD 83(1986) POSITION- 40 12 23.     (N) 099 53 31.     (W)   SCALED
 LH0725* NAVD 88 ORTHO HEIGHT -   717.327 (meters)     2353.43  (feet) ADJUSTED
 LH0725  ______________________________________________________________________
 LH0725  GEOID HEIGHT    -        -24.667 (meters)                     GEOID18
 LH0725  DYNAMIC HEIGHT  -        716.870 (meters)     2351.93  (feet) COMP
 LH0725  MODELED GRAVITY -    979,964.3   (mgal)                       NAVD 88
 LH0725
 LH0725  VERT ORDER      -  FIRST     CLASS II
 LH0725
 LH0725.The horizontal coordinates were scaled from a map and have
 LH0725.an estimated accuracy of +/- 6 seconds.
 LH0725
 LH0725.The orthometric height was determined by differential leveling and
 LH0725.adjusted by the NATIONAL GEODETIC SURVEY
 LH0725.in June 1991.
 LH0725
 LH0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0725.GEOID18 height accuracy estimate available here.
 LH0725
 LH0725.Click photographs - Photos may exist for this station.
 LH0725
 LH0725.The dynamic height is computed by dividing the NAVD 88
 LH0725.geopotential number by the normal gravity value computed on the
 LH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0725.degrees latitude (g = 980.6199 gals.).
 LH0725
 LH0725.The modeled gravity was interpolated from observed gravity values.
 LH0725
 LH0725;                    North         East    Units  Estimated Accuracy
 LH0725;SPC NE       -    41,430.      509,200.      MT  (+/- 180 meters Scaled)
 LH0725
 LH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240510(NAD 83)
 LH0725
 LH0725                          SUPERSEDED SURVEY CONTROL
 LH0725
 LH0725  NGVD 29 (??/??/92)  717.045  (m)         2352.51   (f) ADJ UNCH    1 2
 LH0725
 LH0725.Superseded values are not recommended for survey control.
 LH0725
 LH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0725.See file dsdata.pdf to determine how the superseded data were derived.
 LH0725
 LH0725_MARKER: DB = BENCH MARK DISK
 LH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0725_STAMPING: A 25 1933
 LH0725_MARK LOGO: CGS
 LH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0725+STABILITY: SURFACE MOTION
 LH0725
 LH0725  HISTORY     - Date     Condition        Report By
 LH0725  HISTORY     - 1933     MONUMENTED       CGS
 LH0725  HISTORY     - 1941     GOOD             CGS
 LH0725
 LH0725                          STATION DESCRIPTION
 LH0725
 LH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0725'6.6 MI S FROM ARAPAHOE.
 LH0725'LOCATED 6.60 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0725'AT ARAPAHOE, 30 FT. SOUTH OF CENTER OF SECTION ROAD RUNNING WEST,
 LH0725'23 FT. WEST OF CENTER OF HIGHWAY, 3 FT. WEST OF CORNER OF WIRE
 LH0725'FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 LH0725
 LH0725                          STATION RECOVERY (1941)
 LH0725
 LH0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0726 ***********************************************************************
 LH0726  DESIGNATION -  A 25 RESET
 LH0726  PID         -  LH0726
 LH0726  STATE/COUNTY-  NE/FURNAS
 LH0726  COUNTRY     -  US
 LH0726  USGS QUAD   -  HENDLEY (2017)
 LH0726
 LH0726                         *CURRENT SURVEY CONTROL
 LH0726  ______________________________________________________________________
 LH0726* NAD 83(1986) POSITION- 40 12 24.     (N) 099 53 30.     (W)   SCALED
 LH0726* NAVD 88 ORTHO HEIGHT -   716.142 (meters)     2349.54  (feet) ADJUSTED
 LH0726  ______________________________________________________________________
 LH0726  GEOID HEIGHT    -        -24.667 (meters)                     GEOID18
 LH0726  DYNAMIC HEIGHT  -        715.686 (meters)     2348.05  (feet) COMP
 LH0726  MODELED GRAVITY -    979,964.3   (mgal)                       NAVD 88
 LH0726
 LH0726  VERT ORDER      -  FIRST     CLASS II
 LH0726
 LH0726.The horizontal coordinates were scaled from a map and have
 LH0726.an estimated accuracy of +/- 6 seconds.
 LH0726
 LH0726.The orthometric height was determined by differential leveling and
 LH0726.adjusted by the NATIONAL GEODETIC SURVEY
 LH0726.in June 1991.
 LH0726
 LH0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0726.GEOID18 height accuracy estimate available here.
 LH0726
 LH0726.Click photographs - Photos may exist for this station.
 LH0726
 LH0726.The dynamic height is computed by dividing the NAVD 88
 LH0726.geopotential number by the normal gravity value computed on the
 LH0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0726.degrees latitude (g = 980.6199 gals.).
 LH0726
 LH0726.The modeled gravity was interpolated from observed gravity values.
 LH0726
 LH0726;                    North         East    Units  Estimated Accuracy
 LH0726;SPC NE       -    41,460.      509,220.      MT  (+/- 180 meters Scaled)
 LH0726
 LH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK241510(NAD 83)
 LH0726
 LH0726                          SUPERSEDED SURVEY CONTROL
 LH0726
 LH0726  NGVD 29 (??/??/??)  715.87   (m)         2348.7    (f) RESET       3  
 LH0726  NGVD 29 (02/14/92)  715.855  (m)         2348.60   (f) ADJUSTED    1 2
 LH0726
 LH0726.Superseded values are not recommended for survey control.
 LH0726
 LH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0726.See file dsdata.pdf to determine how the superseded data were derived.
 LH0726
 LH0726_MARKER: DB = BENCH MARK DISK
 LH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0726_STAMPING: A 25 RESET 1953
 LH0726_MARK LOGO: CGS
 LH0726_PROJECTION: FLUSH
 LH0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0726+STABILITY: SURFACE MOTION
 LH0726
 LH0726  HISTORY     - Date     Condition        Report By
 LH0726  HISTORY     - 1953     MONUMENTED       NEDR
 LH0726  HISTORY     - 1986     GOOD             NGS
 LH0726
 LH0726                          STATION DESCRIPTION
 LH0726
 LH0726'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1953
 LH0726'6.6 MI S FROM ARAPAHOE.
 LH0726'6.6 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0726'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 30 FEET
 LH0726'SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD LEADING WEST,
 LH0726'68 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST
 LH0726'OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED A 25
 LH0726'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LH0726'4 INCHES ABOVE GROUND.
 LH0726
 LH0726                          STATION RECOVERY (1986)
 LH0726
 LH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0726'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.2 KM (7.0
 LH0726'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0726'34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT
 LH0726'ROAD, 0.26 KM (0.15 MI) NORTH OF MILEPOST 14, 19.8 METERS (65 FT) WEST
 LH0726'OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT) SOUTH OF THE CENTER OF
 LH0726'THE ROAD, 1.2 METERS (4 FT) WEST OF A FENCE CORNER AND 0.3 METER (1
 LH0726'FT) NORTH OF A FENCE.
 LH0726'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0726'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0032 ***********************************************************************
 LH0032  DESIGNATION -  A 250
 LH0032  PID         -  LH0032
 LH0032  STATE/COUNTY-  NE/ADAMS
 LH0032  COUNTRY     -  US
 LH0032  USGS QUAD   -  TRUMBULL (2017)
 LH0032
 LH0032                         *CURRENT SURVEY CONTROL
 LH0032  ______________________________________________________________________
 LH0032* NAD 83(1986) POSITION- 40 41 05.     (N) 098 22 24.     (W)   SCALED
 LH0032* NAVD 88 ORTHO HEIGHT -   596.004 (meters)     1955.39  (feet) ADJUSTED
 LH0032  ______________________________________________________________________
 LH0032  GEOID HEIGHT    -        -25.194 (meters)                     GEOID18
 LH0032  DYNAMIC HEIGHT  -        595.678 (meters)     1954.32  (feet) COMP
 LH0032  MODELED GRAVITY -    980,057.3   (mgal)                       NAVD 88
 LH0032
 LH0032  VERT ORDER      -  FIRST     CLASS II
 LH0032
 LH0032.The horizontal coordinates were scaled from a map and have
 LH0032.an estimated accuracy of +/- 6 seconds.
 LH0032
 LH0032.The orthometric height was determined by differential leveling and
 LH0032.adjusted by the NATIONAL GEODETIC SURVEY
 LH0032.in June 1991.
 LH0032
 LH0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0032.GEOID18 height accuracy estimate available here.
 LH0032
 LH0032.Click photographs - Photos may exist for this station.
 LH0032
 LH0032.The dynamic height is computed by dividing the NAVD 88
 LH0032.geopotential number by the normal gravity value computed on the
 LH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0032.degrees latitude (g = 980.6199 gals.).
 LH0032
 LH0032.The modeled gravity was interpolated from observed gravity values.
 LH0032
 LH0032;                    North         East    Units  Estimated Accuracy
 LH0032;SPC NE       -    95,820.      637,470.      MT  (+/- 180 meters Scaled)
 LH0032
 LH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL529039(NAD 83)
 LH0032
 LH0032                          SUPERSEDED SURVEY CONTROL
 LH0032
 LH0032  NGVD 29 (02/14/92)  595.756  (m)         1954.58   (f) ADJUSTED    1 2
 LH0032  NGVD 29 (??/??/87)  595.769  (m)         1954.62   (f) SUPERSEDED  1 2
 LH0032
 LH0032.Superseded values are not recommended for survey control.
 LH0032
 LH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0032.See file dsdata.pdf to determine how the superseded data were derived.
 LH0032
 LH0032_MARKER: DB = BENCH MARK DISK
 LH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0032_STAMPING: A 250 1947
 LH0032_MARK LOGO: CGS
 LH0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0032+STABILITY: SURFACE MOTION
 LH0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0032+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0032
 LH0032  HISTORY     - Date     Condition        Report By
 LH0032  HISTORY     - 1947     MONUMENTED       CGS
 LH0032  HISTORY     - 19910925 GOOD             NGS
 LH0032  HISTORY     - 20010810 GOOD             NEDR
 LH0032
 LH0032                          STATION DESCRIPTION
 LH0032
 LH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0032'0.8 MI S FROM HANSEN.
 LH0032'0.8 MILE SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0032'AT HANSEN, AT A ROAD CROSSING, 62.0 FEET SOUTH OF THE CENTER
 LH0032'LINE OF THE ROAD, 46.4 FEET WEST OF THE WEST RAIL, 31.2 FEET
 LH0032'SOUTH OF A POWER LINE JUNCTION POLE AT THE SOUTHWEST ANGLE OF
 LH0032'THE CROSSING, 3.0 FEET SOUTH OF A REFERENCE POST, 1.2 FEET EAST
 LH0032'OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0032'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0032
 LH0032                          STATION RECOVERY (1991)
 LH0032
 LH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0032'9.1 KM (5.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0032'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH0032'EASTERLY ALONG A COUNTY ROAD, 19.2 M (63.0 FT) SOUTH OF THE CENTER OF
 LH0032'THE ROAD, 14.1 M (46.3 FT) WEST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0032'RAILROAD, 0.4 M (1.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 LH0032'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0032
 LH0032                          STATION RECOVERY (2001)
 LH0032
 LH0032'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0032'RECOVERED IN GOOD CONDITION.  FIND THE CROSSROADS OF ADAMS/HALL COUNTY
 LH0032'LINE AND HIGHWAY 281, PROCEED SOUTH DOWN ALONG HIGHWAY 281 1.0 MILE
 LH0032'(1.6 KM) TO A CROSSROADS, TURN LEFT GOING EAST DOWN SPUR S-10 0.45
 LH0032'MILE (0.72 KM) TO THE BENCH MARK.  BENCH MARK IS 31.1 FEET (9.5 M)
 LH0032'EAST OF CENTERLINE NORTHBOUND HANSON AVENUE.  BENCH MARK IS 20.1 FEET
 LH0032'(6.1 M) WEST OF CENTERLINE HANSON AVENUE FARTHER TO THE NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0234 ***********************************************************************
 LH0234  DESIGNATION -  A 251
 LH0234  PID         -  LH0234
 LH0234  STATE/COUNTY-  NE/WEBSTER
 LH0234  COUNTRY     -  US
 LH0234  USGS QUAD   -  GUIDE ROCK (2017)
 LH0234
 LH0234                         *CURRENT SURVEY CONTROL
 LH0234  ______________________________________________________________________
 LH0234* NAD 83(1986) POSITION- 40 04 16.     (N) 098 22 01.     (W)   SCALED
 LH0234* NAVD 88 ORTHO HEIGHT -   501.454 (meters)     1645.19  (feet) ADJUSTED
 LH0234  ______________________________________________________________________
 LH0234  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 LH0234  DYNAMIC HEIGHT  -        501.154 (meters)     1644.20  (feet) COMP
 LH0234  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 LH0234
 LH0234  VERT ORDER      -  FIRST     CLASS II
 LH0234
 LH0234.The horizontal coordinates were scaled from a map and have
 LH0234.an estimated accuracy of +/- 6 seconds.
 LH0234
 LH0234.The orthometric height was determined by differential leveling and
 LH0234.adjusted by the NATIONAL GEODETIC SURVEY
 LH0234.in June 1991.
 LH0234
 LH0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0234.GEOID18 height accuracy estimate available here.
 LH0234
 LH0234.Click photographs - Photos may exist for this station.
 LH0234
 LH0234.The dynamic height is computed by dividing the NAVD 88
 LH0234.geopotential number by the normal gravity value computed on the
 LH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0234.degrees latitude (g = 980.6199 gals.).
 LH0234
 LH0234.The modeled gravity was interpolated from observed gravity values.
 LH0234
 LH0234;                    North         East    Units  Estimated Accuracy
 LH0234;SPC NE       -    27,720.      639,300.      MT  (+/- 180 meters Scaled)
 LH0234
 LH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK539358(NAD 83)
 LH0234
 LH0234                          SUPERSEDED SURVEY CONTROL
 LH0234
 LH0234  NGVD 29 (??/??/92)  501.248  (m)         1644.51   (f) ADJ UNCH    1 2
 LH0234
 LH0234.Superseded values are not recommended for survey control.
 LH0234
 LH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0234.See file dsdata.pdf to determine how the superseded data were derived.
 LH0234
 LH0234_MARKER: DB = BENCH MARK DISK
 LH0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0234_SP_SET: BRIDGE ABUTMENT
 LH0234_STAMPING: A 251 1947
 LH0234_MARK LOGO: CGS
 LH0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0234
 LH0234  HISTORY     - Date     Condition        Report By
 LH0234  HISTORY     - 1947     MONUMENTED       CGS
 LH0234
 LH0234                          STATION DESCRIPTION
 LH0234
 LH0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0234'1.9 MI W FROM GUIDE ROCK.
 LH0234'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0234'FROM THE STATION AT GUIDE ROCK, 5.0 FEET SOUTH OF AND ABOUT
 LH0234'LEVEL WITH THE SOUTH RAIL OF THE TRACK, 7 1/2 RAILS EAST OF A
 LH0234'CROSSING, AT THE EAST END OF A LAKE, ON TOP OF THE SOUTH END
 LH0234'OF THE EAST ABUTMENT OF BRIDGE NO. 186.84, 1.2 FEET EAST
 LH0234'OF THE WEST SIDE OF THE ABUTMENT, 1.1 FEET WEST OF THE EAST
 LH0234'SIDE OF THE ABUTMENT AND 0.7 FOOT NORTH OF THE SOUTH END OF
 LH0234'THE ABUTMENT, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0002 ***********************************************************************
 LH0002  DESIGNATION -  A 252
 LH0002  PID         -  LH0002
 LH0002  STATE/COUNTY-  NE/ADAMS
 LH0002  COUNTRY     -  US
 LH0002  USGS QUAD   -  HASTINGS WEST (2017)
 LH0002
 LH0002                         *CURRENT SURVEY CONTROL
 LH0002  ______________________________________________________________________
 LH0002* NAD 83(1986) POSITION- 40 31 27.     (N) 098 25 47.     (W)   SCALED
 LH0002* NAVD 88 ORTHO HEIGHT -   577.398 (meters)     1894.35  (feet) ADJUSTED
 LH0002  ______________________________________________________________________
 LH0002  GEOID HEIGHT    -        -25.352 (meters)                     GEOID18
 LH0002  DYNAMIC HEIGHT  -        577.072 (meters)     1893.28  (feet) COMP
 LH0002  MODELED GRAVITY -    980,040.6   (mgal)                       NAVD 88
 LH0002
 LH0002  VERT ORDER      -  FIRST     CLASS II
 LH0002
 LH0002.The horizontal coordinates were scaled from a map and have
 LH0002.an estimated accuracy of +/- 6 seconds.
 LH0002
 LH0002.The orthometric height was determined by differential leveling and
 LH0002.adjusted by the NATIONAL GEODETIC SURVEY
 LH0002.in June 1991.
 LH0002
 LH0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0002.GEOID18 height accuracy estimate available here.
 LH0002
 LH0002.Click photographs - Photos may exist for this station.
 LH0002
 LH0002.The dynamic height is computed by dividing the NAVD 88
 LH0002.geopotential number by the normal gravity value computed on the
 LH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0002.degrees latitude (g = 980.6199 gals.).
 LH0002
 LH0002.The modeled gravity was interpolated from observed gravity values.
 LH0002
 LH0002;                    North         East    Units  Estimated Accuracy
 LH0002;SPC NE       -    77,910.      633,030.      MT  (+/- 180 meters Scaled)
 LH0002
 LH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK483860(NAD 83)
 LH0002
 LH0002                          SUPERSEDED SURVEY CONTROL
 LH0002
 LH0002  NGVD 29 (??/??/92)  577.170  (m)         1893.60   (f) ADJ UNCH    1 2
 LH0002
 LH0002.Superseded values are not recommended for survey control.
 LH0002
 LH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0002.See file dsdata.pdf to determine how the superseded data were derived.
 LH0002
 LH0002_MARKER: DB = BENCH MARK DISK
 LH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0002_STAMPING: A 252 1947
 LH0002_MARK LOGO: CGS
 LH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0002+STABILITY: SURFACE MOTION
 LH0002
 LH0002  HISTORY     - Date     Condition        Report By
 LH0002  HISTORY     - 1947     MONUMENTED       CGS
 LH0002
 LH0002                          STATION DESCRIPTION
 LH0002
 LH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0002'5.1 MI S FROM HASTINGS.
 LH0002'5.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0002'FROM THE STATION AT HASTINGS, SET IN THE NORTHWEST QUARTER OF
 LH0002'A ROAD CROSSING, ABOUT 0.1 MILE SOUTH OF MILEPOST 5, 63.0 FEET
 LH0002'NORTH OF THE CENTER LINE OF THE ROAD, 27.4 FEET WEST OF THE
 LH0002'WEST RAIL OF THE TRACK, 2.0 FEET EAST OF A FENCE, 1.5 FEET SOUTH
 LH0002'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0002'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0758 ***********************************************************************
 MJ0758  DESIGNATION -  A 253
 MJ0758  PID         -  MJ0758
 MJ0758  STATE/COUNTY-  NE/DOUGLAS
 MJ0758  COUNTRY     -  US
 MJ0758  USGS QUAD   -  LOVELAND (2018)
 MJ0758
 MJ0758                         *CURRENT SURVEY CONTROL
 MJ0758  ______________________________________________________________________
 MJ0758* NAD 83(1986) POSITION- 41 23 10.     (N) 095 56 46.     (W)   SCALED
 MJ0758* NAVD 88 ORTHO HEIGHT -   340.904 (meters)     1118.45  (feet) ADJUSTED
 MJ0758  ______________________________________________________________________
 MJ0758  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 MJ0758  DYNAMIC HEIGHT  -        340.752 (meters)     1117.95  (feet) COMP
 MJ0758  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 MJ0758
 MJ0758  VERT ORDER      -  SECOND    CLASS 0
 MJ0758
 MJ0758.The horizontal coordinates were scaled from a map and have
 MJ0758.an estimated accuracy of +/- 6 seconds.
 MJ0758
 MJ0758.The orthometric height was determined by differential leveling and
 MJ0758.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0758.in June 1991.
 MJ0758
 MJ0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0758.GEOID18 height accuracy estimate available here.
 MJ0758
 MJ0758.Click photographs - Photos may exist for this station.
 MJ0758
 MJ0758.The dynamic height is computed by dividing the NAVD 88
 MJ0758.geopotential number by the normal gravity value computed on the
 MJ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0758.degrees latitude (g = 980.6199 gals.).
 MJ0758
 MJ0758.The modeled gravity was interpolated from observed gravity values.
 MJ0758
 MJ0758;                    North         East    Units  Estimated Accuracy
 MJ0758;SPC NE       -   180,340.      838,840.      MT  (+/- 180 meters Scaled)
 MJ0758
 MJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF536858(NAD 83)
 MJ0758
 MJ0758                          SUPERSEDED SURVEY CONTROL
 MJ0758
 MJ0758  NGVD 29 (??/??/92)  340.768  (m)         1118.00   (f) ADJ UNCH    2 0
 MJ0758
 MJ0758.Superseded values are not recommended for survey control.
 MJ0758
 MJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0758.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0758
 MJ0758_MARKER: DB = BENCH MARK DISK
 MJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0758_STAMPING: A 253 1947
 MJ0758_MARK LOGO: CGS
 MJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0758+STABILITY: SURFACE MOTION
 MJ0758
 MJ0758  HISTORY     - Date     Condition        Report By
 MJ0758  HISTORY     - 1947     MONUMENTED       CGS
 MJ0758  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0758
 MJ0758                          STATION DESCRIPTION
 MJ0758
 MJ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0758'9.9 MI N FROM OMAHA.
 MJ0758'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST ALONG
 MJ0758'FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG 19TH
 MJ0758'STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH OF
 MJ0758'FARNAM STREET), THENCE 4.0 MILES NORTH ALONG JOHN J. PERSHING
 MJ0758'DRIVE (ALSO KNOWN AS RIVER DRIVE), THENCE 1.0 MILE NORTHEAST
 MJ0758'ALONG A GRAVELED ROAD TO THE SITE OF THE BENCH MARK.  THE MARK IS
 MJ0758'ABOUT 104 YARDS NORTH OF THE WEST END OF A CORRUGATED IRON CULVERT,
 MJ0758'41 FEET WEST OF AND 4 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 MJ0758'13 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD
 MJ0758'LEADING TO THE EAST, 8 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF
 MJ0758'A 4 X 4 MARKER POST, AND 1 FOOT SOUTH OF A FENCE.  A BRONZE DISK
 MJ0758'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE
 MJ0758'SURFACE OF THE GROUND.
 MJ0758
 MJ0758                          STATION RECOVERY (1955)
 MJ0758
 MJ0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0758'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0747 ***********************************************************************
 MJ0747  DESIGNATION -  A 254
 MJ0747  PID         -  MJ0747
 MJ0747  STATE/COUNTY-  NE/DOUGLAS
 MJ0747  COUNTRY     -  US
 MJ0747  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0747
 MJ0747                         *CURRENT SURVEY CONTROL
 MJ0747  ______________________________________________________________________
 MJ0747* NAD 83(1986) POSITION- 41 17 56.     (N) 095 58 04.     (W)   SCALED
 MJ0747* NAVD 88 ORTHO HEIGHT -   350.348 (meters)     1149.43  (feet) ADJUSTED
 MJ0747  ______________________________________________________________________
 MJ0747  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 MJ0747  DYNAMIC HEIGHT  -        350.199 (meters)     1148.94  (feet) COMP
 MJ0747  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 MJ0747
 MJ0747  VERT ORDER      -  FIRST     CLASS II
 MJ0747
 MJ0747.The horizontal coordinates were scaled from a map and have
 MJ0747.an estimated accuracy of +/- 6 seconds.
 MJ0747
 MJ0747.The orthometric height was determined by differential leveling and
 MJ0747.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0747.in June 1991.
 MJ0747
 MJ0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0747.GEOID18 height accuracy estimate available here.
 MJ0747
 MJ0747.Click photographs - Photos may exist for this station.
 MJ0747
 MJ0747.The dynamic height is computed by dividing the NAVD 88
 MJ0747.geopotential number by the normal gravity value computed on the
 MJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0747.degrees latitude (g = 980.6199 gals.).
 MJ0747
 MJ0747.The modeled gravity was interpolated from observed gravity values.
 MJ0747
 MJ0747;                    North         East    Units  Estimated Accuracy
 MJ0747;SPC NE       -   170,590.      837,480.      MT  (+/- 180 meters Scaled)
 MJ0747
 MJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF515761(NAD 83)
 MJ0747
 MJ0747                          SUPERSEDED SURVEY CONTROL
 MJ0747
 MJ0747.No superseded survey control is available for this station.
 MJ0747
 MJ0747_MARKER: DB = BENCH MARK DISK
 MJ0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0747_SP_SET: BUILDING
 MJ0747_STAMPING: A 254 1947
 MJ0747_MARK LOGO: CGS
 MJ0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0747
 MJ0747  HISTORY     - Date     Condition        Report By
 MJ0747  HISTORY     - 1947     MONUMENTED       CGS
 MJ0747  HISTORY     - 20160918 MARK NOT FOUND   USPSQD
 MJ0747
 MJ0747                          STATION DESCRIPTION
 MJ0747
 MJ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0747'AT OMAHA.
 MJ0747'AT OMAHA, ABOUT 55 YARDS SOUTHEAST OF THE INTERSECTION OF
 MJ0747'THIRTY-SEVENTH STREET AND AMES AVENUE, SET VERTICALLY IN THE
 MJ0747'NORTH WALL OF THE NORTH HIGH SCHOOL, 3 FEET EAST OF THE NORTHWEST
 MJ0747'CORNER OF THE BUILDING, 4 FEET ABOVE THE GROUND.
 MJ0747
 MJ0747                          STATION RECOVERY (2016)
 MJ0747
 MJ0747'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MJ0747'PER MJ0748 RECOVERY NOTE BY DEPARTMENT OF DEFENSE 1959 IT WAS
 MJ0747'NECESSARY TO MOVE A-254 BECAUSE OF CONSTRUCTION OF AN ADDITION TO
 MJ0747'NORTH HIGH SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0748 ***********************************************************************
 MJ0748  DESIGNATION -  A 254 RESET
 MJ0748  PID         -  MJ0748
 MJ0748  STATE/COUNTY-  NE/DOUGLAS
 MJ0748  COUNTRY     -  US
 MJ0748  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0748
 MJ0748                         *CURRENT SURVEY CONTROL
 MJ0748  ______________________________________________________________________
 MJ0748* NAD 83(1986) POSITION- 41 17 57.51   (N) 095 58 05.70   (W)   HD_HELD1
 MJ0748* NAVD 88 ORTHO HEIGHT -   349.79  (meters)     1147.6   (feet) RESET
 MJ0748  ______________________________________________________________________
 MJ0748  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 MJ0748  VERT ORDER      -  THIRD
 MJ0748
 MJ0748.The horizontal coordinates were determined by differentially corrected
 MJ0748.hand held GPS observations or other comparable positioning techniques
 MJ0748.and have an estimated accuracy of +/- 3 meters.
 MJ0748
 MJ0748.The orthometric height was computed from unverified reset data.
 MJ0748
 MJ0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0748.GEOID18 height accuracy estimate available here.
 MJ0748
 MJ0748.Click photographs - Photos may exist for this station.
 MJ0748
 MJ0748;                    North         East    Units  Estimated Accuracy
 MJ0748;SPC NE       -   170,629.6     837,437.5     MT  (+/- 3 meters HH1 GPS) 
 MJ0748
 MJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5148376234(NAD 83)
 MJ0748
 MJ0748                          SUPERSEDED SURVEY CONTROL
 MJ0748
 MJ0748  NGVD 29 (??/??/??)  349.66   (m)         1147.2    (f) RESET       3  
 MJ0748
 MJ0748.Superseded values are not recommended for survey control.
 MJ0748
 MJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0748.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0748
 MJ0748_MARKER: DD = SURVEY DISK
 MJ0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0748_SP_SET: BUILDING
 MJ0748_STAMPING: A 254 RESET 1959
 MJ0748_MARK LOGO: USACE
 MJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0748+STABILITY: SURFACE MOTION
 MJ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0748+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2016
 MJ0748
 MJ0748  HISTORY     - Date     Condition        Report By
 MJ0748  HISTORY     - 1959     MONUMENTED       USACE
 MJ0748  HISTORY     - 1976     GOOD             LOCSUR
 MJ0748  HISTORY     - 19880510 GOOD             NGS
 MJ0748  HISTORY     - 20110303 GOOD             INDIV
 MJ0748  HISTORY     - 20160918 GOOD             USPSQD
 MJ0748
 MJ0748                          STATION DESCRIPTION
 MJ0748
 MJ0748'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1959
 MJ0748'AT OMAHA.
 MJ0748'AT OMAHA, ABOUT 40 YARDS SOUTHEAST OF THE INTERSECTION OF
 MJ0748'THIRTY-SEVENTH STREET AND AMES AVENUE, SET VERTICALLY IN THE WEST
 MJ0748'WALL OF THE 1959 ADDITION AT NORTH HIGH SCHOOL, 4.5 FEET SOUTH OF
 MJ0748'NORTHWEST CORNER OF BUILDING, AND 2.5 FEET ABOVE THE GROUND.
 MJ0748'NOTE-- IT WAS NECESSARY TO MOVE A-254 BECAUSE OF CONSTRUCTION OF AN
 MJ0748'ADDITION TO NORTH HIGH SCHOOL.
 MJ0748
 MJ0748                          STATION RECOVERY (1976)
 MJ0748
 MJ0748'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0748'MARK RESET IN WEST WALL 5 FEET SOUTH OF NORTHWEST CORNER NORTH HIGH
 MJ0748'SCHOOL 2.5 FEET ABOVE GROUND.
 MJ0748
 MJ0748                          STATION RECOVERY (1988)
 MJ0748
 MJ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0748'RECOVERED IN GOOD CONDITION, AT OMAHA, ABOUT 36.5 M (119.8 FT)
 MJ0748'SOUTHEAST FROM THE INTERSECTION OF AMES AVENUE AND 37TH STREET, SET
 MJ0748'VERTICALLY IN THE WEST WALL OF THE NORTH HIGH SCHOOL, 1.37 M (4.5 FT)
 MJ0748'SOUTH FROM THE NORTHWEST CORNER OF THE BUILDING AND 0.76 M (2.5 FT)
 MJ0748'ABOVE THE GROUND.
 MJ0748
 MJ0748                          STATION RECOVERY (2011)
 MJ0748
 MJ0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0748'RECOVERED IN GOOD CONDITION.
 MJ0748
 MJ0748                          STATION RECOVERY (2016)
 MJ0748
 MJ0748'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MJ0748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0902 ***********************************************************************
 MJ0902  DESIGNATION -  A 255
 MJ0902  PID         -  MJ0902
 MJ0902  STATE/COUNTY-  NE/DOUGLAS
 MJ0902  COUNTRY     -  US
 MJ0902  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0902
 MJ0902                         *CURRENT SURVEY CONTROL
 MJ0902  ______________________________________________________________________
 MJ0902* NAD 83(1986) POSITION- 41 16 20.38   (N) 095 58 48.54   (W)   HD_HELD1
 MJ0902* NAVD 88 ORTHO HEIGHT -   369.553 (meters)     1212.44  (feet) ADJUSTED
 MJ0902  ______________________________________________________________________
 MJ0902  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 MJ0902  DYNAMIC HEIGHT  -        369.395 (meters)     1211.92  (feet) COMP
 MJ0902  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 MJ0902
 MJ0902  VERT ORDER      -  FIRST     CLASS II
 MJ0902
 MJ0902.The horizontal coordinates were determined by differentially corrected
 MJ0902.hand held GPS observations or other comparable positioning techniques
 MJ0902.and have an estimated accuracy of +/- 3 meters.
 MJ0902
 MJ0902.The orthometric height was determined by differential leveling and
 MJ0902.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0902.in June 1991.
 MJ0902
 MJ0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0902.GEOID18 height accuracy estimate available here.
 MJ0902
 MJ0902.Click photographs - Photos may exist for this station.
 MJ0902
 MJ0902.The dynamic height is computed by dividing the NAVD 88
 MJ0902.geopotential number by the normal gravity value computed on the
 MJ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0902.degrees latitude (g = 980.6199 gals.).
 MJ0902
 MJ0902.The modeled gravity was interpolated from observed gravity values.
 MJ0902
 MJ0902;                    North         East    Units  Estimated Accuracy
 MJ0902;SPC NE       -   167,591.0     836,581.4     MT  (+/- 3 meters HH1 GPS) 
 MJ0902
 MJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5038473272(NAD 83)
 MJ0902
 MJ0902                          SUPERSEDED SURVEY CONTROL
 MJ0902
 MJ0902  NGVD 29 (??/??/92)  369.428  (m)         1212.03   (f) ADJ UNCH    1 2
 MJ0902
 MJ0902.Superseded values are not recommended for survey control.
 MJ0902
 MJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0902.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0902
 MJ0902_MARKER: DB = BENCH MARK DISK
 MJ0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0902_SP_SET: BUILDING
 MJ0902_STAMPING: A 255 1947
 MJ0902_MARK LOGO: CGS
 MJ0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0902+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2016
 MJ0902
 MJ0902  HISTORY     - Date     Condition        Report By
 MJ0902  HISTORY     - 1947     MONUMENTED       CGS
 MJ0902  HISTORY     - 1976     GOOD             LOCSUR
 MJ0902  HISTORY     - 20110223 GOOD             INDIV
 MJ0902  HISTORY     - 20160918 GOOD             USPSQD
 MJ0902
 MJ0902                          STATION DESCRIPTION
 MJ0902
 MJ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0902'AT OMAHA.
 MJ0902'AT OMAHA, ABOUT 28 YARDS NORTHEAST OF THE INTERSECTION OF
 MJ0902'FORTY-FIFTH AND HAMILTON STREETS, IN THE SOUTH WALL OF THE
 MJ0902'WALNUT HILL SCHOOL, 2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 MJ0902'BUILDING, SET VERTICALY ABOUT 4 FEET ABOVE THE GROUND.
 MJ0902
 MJ0902                          STATION RECOVERY (1976)
 MJ0902
 MJ0902'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0902'RECOVERED IN GOOD CONDITION.
 MJ0902
 MJ0902                          STATION RECOVERY (2011)
 MJ0902
 MJ0902'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0902'RECOVERED IN GOOD CONDITION.
 MJ0902
 MJ0902                          STATION RECOVERY (2016)
 MJ0902
 MJ0902'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MJ0902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0638 ***********************************************************************
 MK0638  DESIGNATION -  A 256
 MK0638  PID         -  MK0638
 MK0638  STATE/COUNTY-  NE/DOUGLAS
 MK0638  COUNTRY     -  US
 MK0638  USGS QUAD   -  IRVINGTON (2017)
 MK0638
 MK0638                         *CURRENT SURVEY CONTROL
 MK0638  ______________________________________________________________________
 MK0638* NAD 83(1986) POSITION- 41 18 47.     (N) 096 01 26.     (W)   SCALED
 MK0638* NAVD 88 ORTHO HEIGHT -   372.572 (meters)     1222.35  (feet) ADJUSTED
 MK0638  ______________________________________________________________________
 MK0638  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 MK0638  DYNAMIC HEIGHT  -        372.408 (meters)     1221.81  (feet) COMP
 MK0638  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 MK0638
 MK0638  VERT ORDER      -  SECOND    CLASS 0
 MK0638
 MK0638.This mark is at North Omaha Airport (3NO)
 MK0638
 MK0638.The horizontal coordinates were scaled from a map and have
 MK0638.an estimated accuracy of +/- 6 seconds.
 MK0638
 MK0638.The orthometric height was determined by differential leveling and
 MK0638.adjusted by the NATIONAL GEODETIC SURVEY
 MK0638.in June 1991.
 MK0638
 MK0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0638.GEOID18 height accuracy estimate available here.
 MK0638
 MK0638.Click photographs - Photos may exist for this station.
 MK0638
 MK0638.The dynamic height is computed by dividing the NAVD 88
 MK0638.geopotential number by the normal gravity value computed on the
 MK0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0638.degrees latitude (g = 980.6199 gals.).
 MK0638
 MK0638.The modeled gravity was interpolated from observed gravity values.
 MK0638
 MK0638;                    North         East    Units  Estimated Accuracy
 MK0638;SPC NE       -   171,940.      832,710.      MT  (+/- 180 meters Scaled)
 MK0638
 MK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL491777(NAD 83)
 MK0638
 MK0638                          SUPERSEDED SURVEY CONTROL
 MK0638
 MK0638  NGVD 29 (??/??/92)  372.442  (m)         1221.92   (f) ADJ UNCH    2 0
 MK0638
 MK0638.Superseded values are not recommended for survey control.
 MK0638
 MK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0638.See file dsdata.pdf to determine how the superseded data were derived.
 MK0638
 MK0638_MARKER: DB = BENCH MARK DISK
 MK0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0638_STAMPING: A 256 1947
 MK0638_MARK LOGO: CGS
 MK0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0638+STABILITY: SURFACE MOTION
 MK0638
 MK0638  HISTORY     - Date     Condition        Report By
 MK0638  HISTORY     - 1947     MONUMENTED       CGS
 MK0638  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0638  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0638
 MK0638                          STATION DESCRIPTION
 MK0638
 MK0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0638'2.3 MI NW FROM OMAHA.
 MK0638'0.1 MILE NORTH ALONG SIXTY-THIRD STREET FROM THE INTERSECTION
 MK0638'OF MAPLE AND SIXTY-THIRD STREETS AT OMAHA, THENCE 1.2 MILES
 MK0638'NORTHWEST ALONG MILITARY AVENUE, THENCE 1.0 MILE NORTH ALONG
 MK0638'SEVENTY-SECOND STREET, AT A ROAD JUNCTION, AT THE SOUTHEAST
 MK0638'CORNER OF THE CLEAR RIDGE AIRPORT, 149.6 FEET NORTHEAST OF THE
 MK0638'NORTH END OF A CORRUGATED IRON CULVERT, 78 FEET NORTH OF THE
 MK0638'CENTER LINE OF A GRAVELED ROAD (ROAD NUMBER 25), 55 FEET WEST
 MK0638'OF THE CENTER LINE OF SEVENTY-SECOND STREET AND 1 FOOT LOWER,
 MK0638'3 FEET NORTH OF A 4 X 4 MARKER POST, 2.5 FEET NORTH OF THE
 MK0638'SOUTHWEST UPRIGHT SUPPORT OF A CLEAR RIDGE AIRPORT SIGN, SET IN
 MK0638'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 MK0638'GROUND.
 MK0638
 MK0638                          STATION RECOVERY (1955)
 MK0638
 MK0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0638'MARK NOT FOUND.
 MK0638
 MK0638                          STATION RECOVERY (1976)
 MK0638
 MK0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0638'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1047 ***********************************************************************
 LF1047  DESIGNATION -  A 257
 LF1047  PID         -  LF1047
 LF1047  STATE/COUNTY-  NE/CASS
 LF1047  COUNTRY     -  US
 LF1047  USGS QUAD   -  NEHAWKA (2017)
 LF1047
 LF1047                         *CURRENT SURVEY CONTROL
 LF1047  ______________________________________________________________________
 LF1047* NAD 83(1986) POSITION- 40 48 40.     (N) 095 55 19.     (W)   SCALED
 LF1047* NAVD 88 ORTHO HEIGHT -   310.241 (meters)     1017.85  (feet) ADJUSTED
 LF1047  ______________________________________________________________________
 LF1047  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 LF1047  DYNAMIC HEIGHT  -        310.094 (meters)     1017.37  (feet) COMP
 LF1047  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 LF1047
 LF1047  VERT ORDER      -  SECOND    CLASS 0
 LF1047
 LF1047.The horizontal coordinates were scaled from a map and have
 LF1047.an estimated accuracy of +/- 6 seconds.
 LF1047
 LF1047.The orthometric height was determined by differential leveling and
 LF1047.adjusted by the NATIONAL GEODETIC SURVEY
 LF1047.in June 1991.
 LF1047
 LF1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1047.GEOID18 height accuracy estimate available here.
 LF1047
 LF1047.Click photographs - Photos may exist for this station.
 LF1047
 LF1047.The dynamic height is computed by dividing the NAVD 88
 LF1047.geopotential number by the normal gravity value computed on the
 LF1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1047.degrees latitude (g = 980.6199 gals.).
 LF1047
 LF1047.The modeled gravity was interpolated from observed gravity values.
 LF1047
 LF1047;                    North         East    Units  Estimated Accuracy
 LF1047;SPC NE       -   116,670.      843,870.      MT  (+/- 180 meters Scaled)
 LF1047
 LF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535218(NAD 83)
 LF1047
 LF1047                          SUPERSEDED SURVEY CONTROL
 LF1047
 LF1047  NGVD 29 (??/??/92)  310.142  (m)         1017.52   (f) ADJ UNCH    2 0
 LF1047
 LF1047.Superseded values are not recommended for survey control.
 LF1047
 LF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1047.See file dsdata.pdf to determine how the superseded data were derived.
 LF1047
 LF1047_MARKER: DB = BENCH MARK DISK
 LF1047_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF1047+WITH SETTING: PAVEMENT
 LF1047_SP_SET: WATER TANK FOOTING
 LF1047_STAMPING: A 257 1947
 LF1047_MARK LOGO: CGS
 LF1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1047+STABILITY: SURFACE MOTION
 LF1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1047+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1047
 LF1047  HISTORY     - Date     Condition        Report By
 LF1047  HISTORY     - 1947     MONUMENTED       CGS
 LF1047  HISTORY     - 1977     GOOD             LOCSUR
 LF1047  HISTORY     - 19970722 GOOD             NEDR
 LF1047  HISTORY     - 20060215 GOOD             NEDR
 LF1047
 LF1047                          STATION DESCRIPTION
 LF1047
 LF1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1047'AT UNION.
 LF1047'SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE SUPPORT
 LF1047'OF THE NORTHWEST LEG OF THE CITY WATER TANK AT UNION.  A BRONZE
 LF1047'DISK SET IN A DRILL HOLE IN CONCRETE.
 LF1047
 LF1047                          STATION RECOVERY (1977)
 LF1047
 LF1047'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1047'RECOVERED IN GOOD CONDITION.
 LF1047
 LF1047                          STATION RECOVERY (1997)
 LF1047
 LF1047'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LF1047'RECOVERED IN GOOD CONDITION, IN UNION.  TO REACH FROM THE POST OFFICE
 LF1047'AT MAIN STREET AND 2ND STREET, GO SOUTH ON SECOND STREET FOR 0.15 MI
 LF1047'(0.24 KM) TO THE OLD ABANDONED PUBLIC SCHOOL BUILDING, THE SITE WHERE
 LF1047'THE OLD WATER TANK WAS, JUST SOUTH OF THE SCHOOL BUILDING AND THE
 LF1047'MARK, CEMENTED INTO A DRILLED HOLE ON THE 3-FT SQUARE CONCRETE FOOTING
 LF1047'FOR WHAT HAD BEEN THE NORTHWEST LEG OF THE WATER TANK, IN THE NW1/4,
 LF1047'SEC26, T10N, R13E.  THE MARK IS 22.44 M (73.62 FT) SOUTHEAST OF THE
 LF1047'SOUTHWEST CORNER OF THE OLD BUILDING, 21.0 M (68.9 FT) WEST OF THE
 LF1047'EXTENDED CENTERLINE OF 2ND STREET, 15.08 M (49.47 FT) SOUTH-SOUTHWEST
 LF1047'OF THE SOUTHEAST CORNER OF THE OLD BUILDING, 13.20 M (43.31 FT) WEST
 LF1047'FROM AN OLD NORTH-SOUTH FENCELINE, 1.16 M (3.81 FT) EAST-SOUTHEAST
 LF1047'FROM A WOODEN LIGHT POLE AND 1.16 M (3.81 FT) SOUTHWEST FROM A WITNESS
 LF1047'POST.  THE OLD FOOTING PROJECTS 5 CM ABOVE THE GROUND SURFACE.
 LF1047
 LF1047                          STATION RECOVERY (2006)
 LF1047
 LF1047'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0396 ***********************************************************************
 MK0396  DESIGNATION -  A 259
 MK0396  PID         -  MK0396
 MK0396  STATE/COUNTY-  NE/WASHINGTON
 MK0396  COUNTRY     -  US
 MK0396  USGS QUAD   -  NICKERSON NW (2017)
 MK0396
 MK0396                         *CURRENT SURVEY CONTROL
 MK0396  ______________________________________________________________________
 MK0396* NAD 83(1986) POSITION- 41 40 08.     (N) 096 23 44.     (W)   SCALED
 MK0396* NAVD 88 ORTHO HEIGHT -   410.742 (meters)     1347.58  (feet) ADJUSTED
 MK0396  ______________________________________________________________________
 MK0396  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 MK0396  DYNAMIC HEIGHT  -        410.575 (meters)     1347.03  (feet) COMP
 MK0396  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 MK0396
 MK0396  VERT ORDER      -  SECOND    CLASS 0
 MK0396
 MK0396.The horizontal coordinates were scaled from a map and have
 MK0396.an estimated accuracy of +/- 6 seconds.
 MK0396
 MK0396.The orthometric height was determined by differential leveling and
 MK0396.adjusted by the NATIONAL GEODETIC SURVEY
 MK0396.in June 1991.
 MK0396
 MK0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0396.GEOID18 height accuracy estimate available here.
 MK0396
 MK0396.Click photographs - Photos may exist for this station.
 MK0396
 MK0396.The dynamic height is computed by dividing the NAVD 88
 MK0396.geopotential number by the normal gravity value computed on the
 MK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0396.degrees latitude (g = 980.6199 gals.).
 MK0396
 MK0396.The modeled gravity was interpolated from observed gravity values.
 MK0396
 MK0396;                    North         East    Units  Estimated Accuracy
 MK0396;SPC NE       -   210,050.      799,990.      MT  (+/- 180 meters Scaled)
 MK0396
 MK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM168162(NAD 83)
 MK0396
 MK0396                          SUPERSEDED SURVEY CONTROL
 MK0396
 MK0396  NGVD 29 (??/??/92)  410.601  (m)         1347.11   (f) ADJ UNCH    2 0
 MK0396
 MK0396.Superseded values are not recommended for survey control.
 MK0396
 MK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0396.See file dsdata.pdf to determine how the superseded data were derived.
 MK0396
 MK0396_MARKER: DB = BENCH MARK DISK
 MK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0396_STAMPING: A 259 1947
 MK0396_MARK LOGO: CGS
 MK0396_PROJECTION: FLUSH
 MK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0396+STABILITY: SURFACE MOTION
 MK0396
 MK0396  HISTORY     - Date     Condition        Report By
 MK0396  HISTORY     - 1947     MONUMENTED       CGS
 MK0396  HISTORY     - 19910320 MARK NOT FOUND   NGS
 MK0396
 MK0396                          STATION DESCRIPTION
 MK0396
 MK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0396'11.6 MI NE FROM WINSLOW.
 MK0396'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0396'FROM THE STATION AT WINSLOW, THENCE 7.25 MILES EAST ALONG A
 MK0396'GRAVEL ROAD, IN THE FRONT YARD OF A FARM HOUSE, 49.0 FEET EAST
 MK0396'OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING NORTH TO THE FARM
 MK0396'HOUSE, 35.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 12.5 FEET
 MK0396'WEST OF A POINT IN LINE WITH THE WEST WALL OF THE FARM HOUSE, 5.5
 MK0396'FEET WEST OF A 1 1/2-FOOT BOXELDER TREE WHICH IS AT THE EAST END
 MK0396'OF A ROW OF FOUR BOXELDER TREES, 1.0 FOOT EAST OF A REFERENCE
 MK0396'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AT THE
 MK0396'ROAD AND ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 MK0396
 MK0396                          STATION RECOVERY (1991)
 MK0396
 MK0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0067 ***********************************************************************
 LJ0067  DESIGNATION -  A 26
 LJ0067  PID         -  LJ0067
 LJ0067  STATE/COUNTY-  NE/RED WILLOW
 LJ0067  COUNTRY     -  US
 LJ0067  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0067
 LJ0067                         *CURRENT SURVEY CONTROL
 LJ0067  ______________________________________________________________________
 LJ0067* NAD 83(1986) POSITION- 40 11 43.05   (N) 100 38 36.09   (W)   HD_HELD1
 LJ0067* NAVD 88 ORTHO HEIGHT -   766.334 (meters)     2514.21  (feet) ADJUSTED
 LJ0067  ______________________________________________________________________
 LJ0067  GEOID HEIGHT    -        -23.973 (meters)                     GEOID18
 LJ0067  DYNAMIC HEIGHT  -        765.823 (meters)     2512.54  (feet) COMP
 LJ0067  MODELED GRAVITY -    979,934.1   (mgal)                       NAVD 88
 LJ0067
 LJ0067  VERT ORDER      -  FIRST     CLASS II
 LJ0067
 LJ0067.The horizontal coordinates were determined by differentially corrected
 LJ0067.hand held GPS observations or other comparable positioning techniques
 LJ0067.and have an estimated accuracy of +/- 3 meters.
 LJ0067
 LJ0067.The orthometric height was determined by differential leveling and
 LJ0067.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0067.in June 1991.
 LJ0067
 LJ0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0067.GEOID18 height accuracy estimate available here.
 LJ0067
 LJ0067.Click photographs - Photos may exist for this station.
 LJ0067
 LJ0067.The dynamic height is computed by dividing the NAVD 88
 LJ0067.geopotential number by the normal gravity value computed on the
 LJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0067.degrees latitude (g = 980.6199 gals.).
 LJ0067
 LJ0067.The modeled gravity was interpolated from observed gravity values.
 LJ0067
 LJ0067;                    North         East    Units  Estimated Accuracy
 LJ0067;SPC NE       -    40,393.6     445,223.0     MT  (+/- 3 meters HH1 GPS) 
 LJ0067
 LJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6012050727(NAD 83)
 LJ0067
 LJ0067                          SUPERSEDED SURVEY CONTROL
 LJ0067
 LJ0067  NGVD 29 (??/??/92)  766.016  (m)         2513.17   (f) ADJ UNCH    1 2
 LJ0067
 LJ0067.Superseded values are not recommended for survey control.
 LJ0067
 LJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0067.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0067
 LJ0067_MARKER: DB = BENCH MARK DISK
 LJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0067_STAMPING: 2513.171 A 26 1933
 LJ0067_MARK LOGO: CGS
 LJ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0067+STABILITY: SURFACE MOTION
 LJ0067
 LJ0067  HISTORY     - Date     Condition        Report By
 LJ0067  HISTORY     - 1933     MONUMENTED       CGS
 LJ0067  HISTORY     - 1942     MARK NOT FOUND   CGS
 LJ0067  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0067
 LJ0067                          STATION DESCRIPTION
 LJ0067
 LJ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0067'0.9 MI W FROM MC COOK.
 LJ0067'0.9 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0067'FROM THE STATION AT MC COOK, REDWILLOW COUNTY, 9-1/2 POLES EAST
 LJ0067'OF MILEPOST 289, AT A CURVE, AT THE EAST POINT OF A CUT, AND 36
 LJ0067'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED A 26
 LJ0067'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0067'ABOVE GROUND.  NOW STAMPED 2513.171 A 26 1933.
 LJ0067
 LJ0067                          STATION RECOVERY (1999)
 LJ0067
 LJ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0067'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0732 ***********************************************************************
 LF0732  DESIGNATION -  A 260 RESET
 LF0732  PID         -  LF0732
 LF0732  STATE/COUNTY-  NE/NEMAHA
 LF0732  COUNTRY     -  US
 LF0732  USGS QUAD   -  PERU (2017)
 LF0732
 LF0732                         *CURRENT SURVEY CONTROL
 LF0732  ______________________________________________________________________
 LF0732* NAD 83(1986) POSITION- 40 23 34.     (N) 095 44 14.     (W)   SCALED
 LF0732* NAVD 88 ORTHO HEIGHT -   303.40  (+/-2cm)      995.4   (feet) VERTCON
 LF0732  ______________________________________________________________________
 LF0732  GEOID HEIGHT    -        -29.843 (meters)                     GEOID18
 LF0732  VERT ORDER      -  THIRD (See Below)
 LF0732
 LF0732.The horizontal coordinates were scaled from a map and have
 LF0732.an estimated accuracy of +/- 6 seconds.
 LF0732
 LF0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0732
 LF0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0732.GEOID18 height accuracy estimate available here.
 LF0732
 LF0732.The vertical order pertains to the NGVD 29 superseded value.
 LF0732
 LF0732.Click photographs - Photos may exist for this station.
 LF0732
 LF0732;                    North         East    Units  Estimated Accuracy
 LF0732;SPC NE       -    71,040.      861,720.      MT  (+/- 180 meters Scaled)
 LF0732
 LF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE676749(NAD 83)
 LF0732
 LF0732                          SUPERSEDED SURVEY CONTROL
 LF0732
 LF0732  NGVD 29 (01/31/13)  303.31   (m)          995.1    (f) RESET       3  
 LF0732
 LF0732.Superseded values are not recommended for survey control.
 LF0732
 LF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0732.See file dsdata.pdf to determine how the superseded data were derived.
 LF0732
 LF0732_MARKER: DV = VERTICAL CONTROL DISK
 LF0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0732_SP_SET: BOX CULVERT
 LF0732_STAMPING: A 260 RESET 1974
 LF0732_MARK LOGO: NGS
 LF0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0732+STABILITY: SURFACE MOTION
 LF0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0732+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2010
 LF0732
 LF0732  HISTORY     - Date     Condition        Report By
 LF0732  HISTORY     - 1974     MONUMENTED       NEDR
 LF0732  HISTORY     - 1975     GOOD             NGS
 LF0732  HISTORY     - 20100209 GOOD             NEGS
 LF0732
 LF0732                          STATION DESCRIPTION
 LF0732
 LF0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0732'4.6 MI W FROM BROWNVILLE.
 LF0732'BRASS BENCH MARK SET IN NORTH PARAPET WALL OF CONCRETE BOX
 LF0732'CULVERT, 67.5 FEET LEFT OF PAVEMENT STATION 268+10.  NOTE-- 0.12
 LF0732'FOOT DIFFERENCE.  OUR PROJECT LEVELS WERE EQUATED AT THIS
 LF0732'LOCATION TO USE HIGHER ELEVATION BEYOND THAT POINT.
 LF0732
 LF0732                          STATION RECOVERY (2010)
 LF0732
 LF0732'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0308 ***********************************************************************
 MK0308  DESIGNATION -  A 261
 MK0308  PID         -  MK0308
 MK0308  STATE/COUNTY-  NE/BURT
 MK0308  COUNTRY     -  US
 MK0308  USGS QUAD   -  TEKAMAH NW (2017)
 MK0308
 MK0308                         *CURRENT SURVEY CONTROL
 MK0308  ______________________________________________________________________
 MK0308* NAD 83(1986) POSITION- 41 53 40.     (N) 096 09 51.     (W)   SCALED
 MK0308* NAVD 88 ORTHO HEIGHT -   317.401 (meters)     1041.34  (feet) ADJUSTED
 MK0308  ______________________________________________________________________
 MK0308  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 MK0308  DYNAMIC HEIGHT  -        317.282 (meters)     1040.95  (feet) COMP
 MK0308  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 MK0308
 MK0308  VERT ORDER      -  SECOND    CLASS 0
 MK0308
 MK0308.The horizontal coordinates were scaled from a map and have
 MK0308.an estimated accuracy of +/- 6 seconds.
 MK0308
 MK0308.The orthometric height was determined by differential leveling and
 MK0308.adjusted by the NATIONAL GEODETIC SURVEY
 MK0308.in June 1991.
 MK0308
 MK0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0308.GEOID18 height accuracy estimate available here.
 MK0308
 MK0308.Click photographs - Photos may exist for this station.
 MK0308
 MK0308.The dynamic height is computed by dividing the NAVD 88
 MK0308.geopotential number by the normal gravity value computed on the
 MK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0308.degrees latitude (g = 980.6199 gals.).
 MK0308
 MK0308.The modeled gravity was interpolated from observed gravity values.
 MK0308
 MK0308;                    North         East    Units  Estimated Accuracy
 MK0308;SPC NE       -   235,900.      818,120.      MT  (+/- 180 meters Scaled)
 MK0308
 MK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM352419(NAD 83)
 MK0308
 MK0308                          SUPERSEDED SURVEY CONTROL
 MK0308
 MK0308  NGVD 29 (??/??/92)  317.258  (m)         1040.87   (f) ADJ UNCH    2 0
 MK0308
 MK0308.Superseded values are not recommended for survey control.
 MK0308
 MK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0308.See file dsdata.pdf to determine how the superseded data were derived.
 MK0308
 MK0308_MARKER: DB = BENCH MARK DISK
 MK0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0308_STAMPING: A 261 1948
 MK0308_MARK LOGO: CGS
 MK0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0308+STABILITY: SURFACE MOTION
 MK0308
 MK0308  HISTORY     - Date     Condition        Report By
 MK0308  HISTORY     - 1948     MONUMENTED       CGS
 MK0308  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0308
 MK0308                          STATION DESCRIPTION
 MK0308
 MK0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0308'11.3 MI NE FROM TEKAMAH.
 MK0308'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0308'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND GRAVEL
 MK0308'ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT AND GRAVEL ROAD, THENCE
 MK0308'0.2 MILE EAST ALONG A FIELD ROAD ALONG THE NORTH EDGE OF A
 MK0308'CULTIVATED FIELD, 0.15 MILE WEST OF THE WEST EDGE OF THE MISSOURI
 MK0308'RIVER LEVEE, ABOUT 0.25 MILE SOUTHEAST OF A FARMHOUSE, 7.0 FEET
 MK0308'NORTH OF THE CENTER LINE OF A FIELD ROAD, 0.2 MILE EAST OF A
 MK0308'NORTH-SOUTH ROAD, 1.3 FEET WEST OF A REFERENCE POST, IN A FENCE
 MK0308'LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MK0308'THE GROUND.
 MK0308
 MK0308                          STATION RECOVERY (1970)
 MK0308
 MK0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0662 ***********************************************************************
 NM0662  DESIGNATION -  A 262
 NM0662  PID         -  NM0662
 NM0662  STATE/COUNTY-  NE/DAKOTA
 NM0662  COUNTRY     -  US
 NM0662  USGS QUAD   -  JACKSON (2017)
 NM0662
 NM0662                         *CURRENT SURVEY CONTROL
 NM0662  ______________________________________________________________________
 NM0662* NAD 83(1986) POSITION- 42 28 12.     (N) 096 35 30.     (W)   SCALED
 NM0662* NAVD 88 ORTHO HEIGHT -   354.846 (meters)     1164.19  (feet) ADJUSTED
 NM0662  ______________________________________________________________________
 NM0662  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 NM0662  DYNAMIC HEIGHT  -        354.733 (meters)     1163.82  (feet) COMP
 NM0662  MODELED GRAVITY -    980,291.5   (mgal)                       NAVD 88
 NM0662
 NM0662  VERT ORDER      -  SECOND    CLASS 0
 NM0662
 NM0662.The horizontal coordinates were scaled from a map and have
 NM0662.an estimated accuracy of +/- 6 seconds.
 NM0662
 NM0662.The orthometric height was determined by differential leveling and
 NM0662.adjusted by the NATIONAL GEODETIC SURVEY
 NM0662.in June 1991.
 NM0662
 NM0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0662.GEOID18 height accuracy estimate available here.
 NM0662
 NM0662.Click photographs - Photos may exist for this station.
 NM0662
 NM0662.The dynamic height is computed by dividing the NAVD 88
 NM0662.geopotential number by the normal gravity value computed on the
 NM0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0662.degrees latitude (g = 980.6199 gals.).
 NM0662
 NM0662.The modeled gravity was interpolated from observed gravity values.
 NM0662
 NM0662;                    North         East    Units  Estimated Accuracy
 NM0662;SPC NE       -   298,270.      780,170.      MT  (+/- 180 meters Scaled)
 NM0662
 NM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN979047(NAD 83)
 NM0662
 NM0662                          SUPERSEDED SURVEY CONTROL
 NM0662
 NM0662  NGVD 29 (??/??/92)  354.676  (m)         1163.63   (f) ADJ UNCH    2 0
 NM0662
 NM0662.Superseded values are not recommended for survey control.
 NM0662
 NM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0662.See file dsdata.pdf to determine how the superseded data were derived.
 NM0662
 NM0662_MARKER: DB = BENCH MARK DISK
 NM0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0662_STAMPING: A 262 1948
 NM0662_MARK LOGO: CGS
 NM0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0662+STABILITY: SURFACE MOTION
 NM0662
 NM0662  HISTORY     - Date     Condition        Report By
 NM0662  HISTORY     - 1948     MONUMENTED       CGS
 NM0662  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0662
 NM0662                          STATION DESCRIPTION
 NM0662
 NM0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0662'2.4 MI SE FROM WILLIS.
 NM0662'0.25 MILE NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM THE JUNCTION
 NM0662'WITH U.S. HIGHWAY NO. 20 AT WILLIS, THENCE 1.8 MILES SOUTHEAST
 NM0662'ALONG A DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD,
 NM0662'IN A SMALL GROVE OF TREES, 109.8 FEET SOUTHWEST OF THE SOUTHWEST
 NM0662'CORNER OF A FARMHOUSE, 23.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0662'ROAD, 15.0 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD,
 NM0662'1.2 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0662'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0662
 NM0662                          STATION RECOVERY (1966)
 NM0662
 NM0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0662'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1007 ***********************************************************************
 LF1007  DESIGNATION -  A 263
 LF1007  PID         -  LF1007
 LF1007  STATE/COUNTY-  NE/NEMAHA
 LF1007  COUNTRY     -  US
 LF1007  USGS QUAD   -  HAMBURG (2018)
 LF1007
 LF1007                         *CURRENT SURVEY CONTROL
 LF1007  ______________________________________________________________________
 LF1007* NAD 83(1986) POSITION- 40 31 48.     (N) 095 41 49.     (W)   SCALED
 LF1007* NAVD 88 ORTHO HEIGHT -   277.024 (meters)      908.87  (feet) ADJUSTED
 LF1007  ______________________________________________________________________
 LF1007  GEOID HEIGHT    -        -29.953 (meters)                     GEOID18
 LF1007  DYNAMIC HEIGHT  -        276.878 (meters)      908.39  (feet) COMP
 LF1007  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 LF1007
 LF1007  VERT ORDER      -  SECOND    CLASS 0
 LF1007
 LF1007.The horizontal coordinates were scaled from a map and have
 LF1007.an estimated accuracy of +/- 6 seconds.
 LF1007
 LF1007.The orthometric height was determined by differential leveling and
 LF1007.adjusted by the NATIONAL GEODETIC SURVEY
 LF1007.in June 1991.
 LF1007
 LF1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1007.GEOID18 height accuracy estimate available here.
 LF1007
 LF1007.Click photographs - Photos may exist for this station.
 LF1007
 LF1007.The dynamic height is computed by dividing the NAVD 88
 LF1007.geopotential number by the normal gravity value computed on the
 LF1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1007.degrees latitude (g = 980.6199 gals.).
 LF1007
 LF1007.The modeled gravity was interpolated from observed gravity values.
 LF1007
 LF1007;                    North         East    Units  Estimated Accuracy
 LF1007;SPC NE       -    86,420.      864,380.      MT  (+/- 180 meters Scaled)
 LF1007
 LF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE715900(NAD 83)
 LF1007
 LF1007                          SUPERSEDED SURVEY CONTROL
 LF1007
 LF1007  NGVD 29 (??/??/92)  276.927  (m)          908.55   (f) ADJ UNCH    2 0
 LF1007
 LF1007.Superseded values are not recommended for survey control.
 LF1007
 LF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1007.See file dsdata.pdf to determine how the superseded data were derived.
 LF1007
 LF1007_MARKER: DB = BENCH MARK DISK
 LF1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1007_STAMPING: A 263 1948
 LF1007_MARK LOGO: CGS
 LF1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1007+STABILITY: SURFACE MOTION
 LF1007
 LF1007  HISTORY     - Date     Condition        Report By
 LF1007  HISTORY     - 1948     MONUMENTED       CGS
 LF1007  HISTORY     - 1961     GOOD             CGS
 LF1007
 LF1007                          STATION DESCRIPTION
 LF1007
 LF1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1007'9.7 MI W FROM WATSON.
 LF1007'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1007'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1007'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1007'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE
 LF1007'0.9 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILE SOUTH ALONG
 LF1007'A DIRT ROAD (NEBRASKA-MISSOURI STATE LINE ROAD), AT THE END OF
 LF1007'A WOODED AREA, ON THE INSIDE OF A SLIGHT CURVE IN THE ROAD TO
 LF1007'THE SOUTH, 259.0 FEET NORTHEAST OF THE MOST NORTHERLY ONE OF
 LF1007'TWO TREES IN A BUSHY THICKET IN A CLEARED FIELD, 17.0 FEET EAST
 LF1007'OF THE CENTER LINE OF THE ROAD, ON THE WEST SLOPE OF A SAND
 LF1007'HILL, 1.7 FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 LF1007'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LF1007
 LF1007                          STATION RECOVERY (1961)
 LF1007
 LF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0095 ***********************************************************************
 MM0095  DESIGNATION -  A 264
 MM0095  PID         -  MM0095
 MM0095  STATE/COUNTY-  NE/LINCOLN
 MM0095  COUNTRY     -  US
 MM0095  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0095
 MM0095                         *CURRENT SURVEY CONTROL
 MM0095  ______________________________________________________________________
 MM0095* NAD 83(2011) POSITION- 41 08 00.86536(N) 100 41 12.25717(W)   ADJUSTED
 MM0095* NAD 83(2011) ELLIP HT-   823.306 (meters)        (06/27/12)   ADJUSTED
 MM0095* NAD 83(2011) EPOCH   -  2010.00
 MM0095* NAVD 88 ORTHO HEIGHT -   845.558 (meters)     2774.13  (feet) ADJUSTED
 MM0095  ______________________________________________________________________
 MM0095  GEOID HEIGHT    -        -22.258 (meters)                     GEOID18
 MM0095  NAD 83(2011) X  -   -892,234.277 (meters)                     COMP
 MM0095  NAD 83(2011) Y  - -4,728,014.762 (meters)                     COMP
 MM0095  NAD 83(2011) Z  -  4,174,148.834 (meters)                     COMP
 MM0095  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 MM0095  DYNAMIC HEIGHT  -        845.065 (meters)     2772.52  (feet) COMP
 MM0095  MODELED GRAVITY -    980,011.4   (mgal)                       NAVD 88
 MM0095
 MM0095  VERT ORDER      -  FIRST     CLASS II
 MM0095
 MM0095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0095  Standards:
 MM0095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0095  -------------------------------------------------------------------
 MM0095  NETWORK    0.98   2.53           0.44   0.35   1.29     -0.10770482
 MM0095  -------------------------------------------------------------------
 MM0095  Click here for local accuracies and other accuracy information.
 MM0095
 MM0095.The horizontal coordinates were established by GPS observations
 MM0095.and adjusted by the National Geodetic Survey in June 2012.
 MM0095
 MM0095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0095.been affixed to the stable North American tectonic plate. See 
 MM0095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0095
 MM0095.The horizontal coordinates are valid at the epoch date displayed above
 MM0095.which is a decimal equivalence of Year/Month/Day.
 MM0095
 MM0095.The orthometric height was determined by differential leveling and
 MM0095.adjusted by the NATIONAL GEODETIC SURVEY
 MM0095.in June 1994.
 MM0095
 MM0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0095.GEOID18 height accuracy estimate available here.
 MM0095
 MM0095.Click photographs - Photos may exist for this station.
 MM0095
 MM0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0095
 MM0095.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0095
 MM0095.The ellipsoidal height was determined by GPS observations
 MM0095.and is referenced to NAD 83.
 MM0095
 MM0095.The dynamic height is computed by dividing the NAVD 88
 MM0095.geopotential number by the normal gravity value computed on the
 MM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0095.degrees latitude (g = 980.6199 gals.).
 MM0095
 MM0095.The modeled gravity was interpolated from observed gravity values.
 MM0095
 MM0095. The following values were computed from the NAD 83(2011) position.
 MM0095
 MM0095;                    North         East     Units Scale Factor Converg.
 MM0095;SPC NE       -   144,589.272   442,357.048   MT  0.99967958   -0 27 18.4
 MM0095;SPC NE       -   474,373.30  1,451,299.75   sFT  0.99967958   -0 27 18.4
 MM0095;UTM  14      - 4,554,956.219   358,426.721   MT  0.99984668   -1 06 35.1
 MM0095
 MM0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0095!SPC NE       -   0.99987087  x   0.99967958  =   0.99955050
 MM0095!UTM  14      -   0.99987087  x   0.99984668  =   0.99971757
 MM0095
 MM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5842654956(NAD 83)
 MM0095
 MM0095                          SUPERSEDED SURVEY CONTROL
 MM0095
 MM0095  NAD 83(2007)-  41 08 00.86522(N)    100 41 12.25811(W) AD(2002.00) 0
 MM0095  ELLIP H (02/10/07)  823.332  (m)                       GP(2002.00)    
 MM0095  ELLIP H (01/04/02)  823.328  (m)                       GP(       ) 4 2
 MM0095  NAD 83(1995)-  41 08 00.86474(N)    100 41 12.25782(W) AD(       ) 3
 MM0095  ELLIP H (09/17/98)  823.364  (m)                       GP(       ) 4 2
 MM0095  NAVD 88             845.61   (m)         2774.3    (f) LEVELING    3  
 MM0095  NAVD 88 (06/15/91)  845.559  (m)         2774.14   (f) SUPERSEDED  1 2
 MM0095  NGVD 29 (02/14/92)  845.212  (m)         2773.00   (f) ADJUSTED    1 2
 MM0095  NGVD 29 (??/??/87)  845.212  (m)         2773.00   (f) SUPERSEDED  1 2
 MM0095
 MM0095.Superseded values are not recommended for survey control.
 MM0095
 MM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0095.See file dsdata.pdf to determine how the superseded data were derived.
 MM0095
 MM0095_MARKER: DB = BENCH MARK DISK
 MM0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0095_SP_SET: CULVERT HEADWALL
 MM0095_STAMPING: A 264 1963
 MM0095_MARK LOGO: CGS
 MM0095_PROJECTION: FLUSH
 MM0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0095+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MM0095
 MM0095  HISTORY     - Date     Condition        Report By
 MM0095  HISTORY     - 1963     MONUMENTED       CGS
 MM0095  HISTORY     - 1968     GOOD             CGS
 MM0095  HISTORY     - 1986     GOOD             NGS
 MM0095  HISTORY     - 19970805 GOOD             NGS
 MM0095  HISTORY     - 20150209 GOOD             JEOCON
 MM0095
 MM0095                          STATION DESCRIPTION
 MM0095
 MM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MM0095'3.5 MI E FROM NORTH PLATTE.
 MM0095'ABOUT 0.65 MILE EAST ALONG OLD U.S. HIGHWAY 30 FROM THE ENTRANCE
 MM0095'TO THE NORTH PLATTE MUNICIPAL AIRPORT, AT THE INTERSECTION OF
 MM0095'THE OLD AND NEW HIGHWAYS, IN A DRILL HOLE IN THE SOUTH END OF
 MM0095'THE EAST CONCRETE ABUTMENT OF A CULVERT, ABOUT 50 FEET SOUTHWEST
 MM0095'OF THE CENTERLINE OF U.S. HIGHWAY 30, AND 17 FEET SOUTHEAST OF
 MM0095'THE CENTERLINE OF OLD HIGHWAY 30.  A STANDARD DISK.
 MM0095
 MM0095                          STATION RECOVERY (1968)
 MM0095
 MM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MM0095'RECOVERED IN GOOD CONDITION.
 MM0095
 MM0095                          STATION RECOVERY (1986)
 MM0095
 MM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.55 KM (4.1
 MM0095'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83 AT
 MM0095'NORTH PLATTE, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 MM0095'FOR A 48-INCH METAL PIPE CULVERT UNDER AN ABANDON ROAD, 15.2 METERS
 MM0095'(50 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 23.0 METERS (75.5 FT)
 MM0095'WEST OF MILEPOST 182 AND 5.2 METERS (17 FT) SOUTHEAST OF THE CENTER OF
 MM0095'THE ABANDON HIGHWAY.
 MM0095'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MM0095
 MM0095                          STATION RECOVERY (1997)
 MM0095
 MM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0095'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0095'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AND NORTH OF THE NORTH PLATTE
 MM0095'REGIONAL AIRPORT.  OWNERSHIP--RIGHT OF WAY.  TO REACH THE STATION FROM
 MM0095'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3
 MM0095'MI SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 MM0095'LINK FOR 1.85 MI (2.98 KM) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 MM0095'US HIGHWAY 30 FOR 1.5 MI (2.4 KM) TO THE AIRPORT ENTRANCE ROAD RIGHT,
 MM0095'CONTINUE AHEAD ON THE HIGHWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 MM0095'THE RIGHT.  THE STATION IS IN THE TOP OF THE SOUTHWEST END OF THE
 MM0095'SOUTHEAST HEAADWALL FOR A 48-INCH METAL PIPE CULVERT UNDER AN
 MM0095'ABANDONED ROAD.  IT IS 19.5 M (64.0 FT) SOUTHWEST OF THE HIGHWAY
 MM0095'CENTERLINE, 22.1 M (72.5 FT) WEST OF MILEPOST 182, 11.2 M (36.7 FT)
 MM0095'SOUTHEAST OF THE CENTER OF THE ABANDONED HIGHWAY, AND 3.7 M (12.1 FT)
 MM0095'SOUTHEAST OF A HIGHWAY REFLECTOR POST.
 MM0095
 MM0095                          STATION RECOVERY (2015)
 MM0095
 MM0095'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0600 ***********************************************************************
 LF0600  DESIGNATION -  A 266
 LF0600  PID         -  LF0600
 LF0600  STATE/COUNTY-  NE/RICHARDSON
 LF0600  COUNTRY     -  US
 LF0600  USGS QUAD   -  VERDON (2017)
 LF0600
 LF0600                         *CURRENT SURVEY CONTROL
 LF0600  ______________________________________________________________________
 LF0600* NAD 83(1986) POSITION- 40 13 59.     (N) 095 43 56.     (W)   SCALED
 LF0600* NAVD 88 ORTHO HEIGHT -   344.168 (meters)     1129.16  (feet) ADJUSTED
 LF0600  ______________________________________________________________________
 LF0600  GEOID HEIGHT    -        -29.982 (meters)                     GEOID18
 LF0600  DYNAMIC HEIGHT  -        343.979 (meters)     1128.54  (feet) COMP
 LF0600  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 LF0600
 LF0600  VERT ORDER      -  SECOND    CLASS 0
 LF0600
 LF0600.The horizontal coordinates were scaled from a map and have
 LF0600.an estimated accuracy of +/- 6 seconds.
 LF0600
 LF0600.The orthometric height was determined by differential leveling and
 LF0600.adjusted by the NATIONAL GEODETIC SURVEY
 LF0600.in June 1991.
 LF0600
 LF0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0600.GEOID18 height accuracy estimate available here.
 LF0600
 LF0600.Click photographs - Photos may exist for this station.
 LF0600
 LF0600.The dynamic height is computed by dividing the NAVD 88
 LF0600.geopotential number by the normal gravity value computed on the
 LF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0600.degrees latitude (g = 980.6199 gals.).
 LF0600
 LF0600.The modeled gravity was interpolated from observed gravity values.
 LF0600
 LF0600;                    North         East    Units  Estimated Accuracy
 LF0600;SPC NE       -    53,340.      863,020.      MT  (+/- 180 meters Scaled)
 LF0600
 LF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675572(NAD 83)
 LF0600
 LF0600                          SUPERSEDED SURVEY CONTROL
 LF0600
 LF0600  NGVD 29 (??/??/92)  344.090  (m)         1128.90   (f) ADJ UNCH    2 0
 LF0600
 LF0600.Superseded values are not recommended for survey control.
 LF0600
 LF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0600.See file dsdata.pdf to determine how the superseded data were derived.
 LF0600
 LF0600_MARKER: DB = BENCH MARK DISK
 LF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0600_STAMPING: A 266 1947
 LF0600_MARK LOGO: CGS
 LF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0600+STABILITY: SURFACE MOTION
 LF0600
 LF0600  HISTORY     - Date     Condition        Report By
 LF0600  HISTORY     - 1947     MONUMENTED       CGS
 LF0600
 LF0600                          STATION DESCRIPTION
 LF0600
 LF0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0600'2.9 MI W FROM SHUBERT.
 LF0600'0.4 MILE SOUTH ALONG MAIN STREET AND 2.5 MILES WEST ALONG STATE
 LF0600'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, AT THE TOP OF A HILL
 LF0600'AND IN THE FRONT YARD OF A FARM HOUSE, 113.0 FEET EAST OF THE
 LF0600'CENTER OF A PRIVATE DRIVE WAY LEADING NORTH TO A BARN, 99.2 FEET
 LF0600'SOUTH OF THE SOUTHEAST CORNER OF THE FRONT PORCH OF A 2 1/2-STORY
 LF0600'FARM HOUSE, 44.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LF0600'36.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE WAY LEADING
 LF0600'NORTH TO THE FARM HOUSE, 6.5 FEET EAST OF A TELEPHONE POLE, 1.3
 LF0600'FOOT WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 LF0600'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 LF0600'NOTE-- THIS BENCH MARK IS ALSO 0.25 MILE NORTHWEST ALONG THE
 LF0600'TRACK AND 2.45 MILES EAST ALONG STATE HIGHWAY NO. 62 FROM THE
 LF0600'MISSOURI PACIFIC RAILROAD STATION AT STELLA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0601 ***********************************************************************
 LF0601  DESIGNATION -  A 266 RESET
 LF0601  PID         -  LF0601
 LF0601  STATE/COUNTY-  NE/RICHARDSON
 LF0601  COUNTRY     -  US
 LF0601  USGS QUAD   -  VERDON (2017)
 LF0601
 LF0601                         *CURRENT SURVEY CONTROL
 LF0601  ______________________________________________________________________
 LF0601* NAD 83(1986) POSITION- 40 13 59.     (N) 095 43 56.     (W)   SCALED
 LF0601* NAVD 88 ORTHO HEIGHT -   344.33  (meters)     1129.7   (feet) RESET
 LF0601  ______________________________________________________________________
 LF0601  GEOID HEIGHT    -        -29.982 (meters)                     GEOID18
 LF0601  VERT ORDER      -  THIRD
 LF0601
 LF0601.The horizontal coordinates were scaled from a map and have
 LF0601.an estimated accuracy of +/- 6 seconds.
 LF0601
 LF0601.The orthometric height was computed from unverified reset data.
 LF0601
 LF0601.No vertical observational check was made to the station.
 LF0601
 LF0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0601.GEOID18 height accuracy estimate available here.
 LF0601
 LF0601.Click photographs - Photos may exist for this station.
 LF0601
 LF0601;                    North         East    Units  Estimated Accuracy
 LF0601;SPC NE       -    53,340.      863,020.      MT  (+/- 180 meters Scaled)
 LF0601
 LF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675572(NAD 83)
 LF0601
 LF0601                          SUPERSEDED SURVEY CONTROL
 LF0601
 LF0601  NGVD 29 (??/??/??)  344.25   (m)         1129.4    (f) RESET       3  
 LF0601
 LF0601.Superseded values are not recommended for survey control.
 LF0601
 LF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0601.See file dsdata.pdf to determine how the superseded data were derived.
 LF0601
 LF0601_MARKER: DB = BENCH MARK DISK
 LF0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0601_STAMPING: A 266 RESET 1960
 LF0601_MARK LOGO: CGS
 LF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0601+STABILITY: SURFACE MOTION
 LF0601
 LF0601  HISTORY     - Date     Condition        Report By
 LF0601  HISTORY     - 1960     MONUMENTED       NEDR
 LF0601
 LF0601                          STATION DESCRIPTION
 LF0601
 LF0601'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 LF0601'2.9 MI SW FROM SHUBERT.
 LF0601'THIS MARK IS LOCATED 0.4 MILE SOUTH ALONG MAIN STREET AND 2.5
 LF0601'MILES WEST ALONG STATE HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT,
 LF0601'AT THE TOP OF A HILL AND IN THE FRONT YARD OF A FARM HOUSE, 160
 LF0601'FEET EAST OF THE CENTER OF A PRIVATE DRIVE WAY LEADING NORTH TO
 LF0601'THE BARN, 65 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12 FEET
 LF0601'EAST OF THE CENTER OF A PRIVATE DRIVEWAY LEADING NORTH TO THE
 LF0601'FARM HOUSE, SET IN CONCRETE ABOUT THE SAME ELEVATION AS THE
 LF0601'HIGHWAY AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0602 ***********************************************************************
 LF0602  DESIGNATION -  A 266 RESET
 LF0602  PID         -  LF0602
 LF0602  STATE/COUNTY-  NE/RICHARDSON
 LF0602  COUNTRY     -  US
 LF0602  USGS QUAD   -  VERDON (2017)
 LF0602
 LF0602                         *CURRENT SURVEY CONTROL
 LF0602  ______________________________________________________________________
 LF0602* NAD 83(1986) POSITION- 40 13 59.     (N) 095 43 55.     (W)   SCALED
 LF0602* NAVD 88 ORTHO HEIGHT -   344.05  (+/-2cm)     1128.8   (feet) VERTCON
 LF0602  ______________________________________________________________________
 LF0602  GEOID HEIGHT    -        -29.983 (meters)                     GEOID18
 LF0602  VERT ORDER      -  THIRD (See Below)
 LF0602
 LF0602.The horizontal coordinates were scaled from a map and have
 LF0602.an estimated accuracy of +/- 6 seconds.
 LF0602
 LF0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0602
 LF0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0602.GEOID18 height accuracy estimate available here.
 LF0602
 LF0602.The vertical order pertains to the NGVD 29 superseded value.
 LF0602
 LF0602.Click photographs - Photos may exist for this station.
 LF0602
 LF0602;                    North         East    Units  Estimated Accuracy
 LF0602;SPC NE       -    53,350.      863,040.      MT  (+/- 180 meters Scaled)
 LF0602
 LF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675572(NAD 83)
 LF0602
 LF0602                          SUPERSEDED SURVEY CONTROL
 LF0602
 LF0602  NGVD 29 (01/31/13)  343.97   (m)         1128.5    (f) RESET       3  
 LF0602
 LF0602.Superseded values are not recommended for survey control.
 LF0602
 LF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0602.See file dsdata.pdf to determine how the superseded data were derived.
 LF0602
 LF0602_MARKER: DV = VERTICAL CONTROL DISK
 LF0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0602_STAMPING: A 266 RESET 1973
 LF0602_MARK LOGO: NGS
 LF0602_PROJECTION: RECESSED 5 CENTIMETERS
 LF0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0602+STABILITY: SURFACE MOTION
 LF0602
 LF0602  HISTORY     - Date     Condition        Report By
 LF0602  HISTORY     - 1973     MONUMENTED       NGS
 LF0602
 LF0602                          STATION DESCRIPTION
 LF0602
 LF0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LF0602'2.2 MI E FROM STELLA.
 LF0602'FROM THE POST OFFICE IN STELLA GO NORTH ON MAIN STREET FOR 0.15
 LF0602'MILE TO STATE HIGHWAY 62, THENCE EAST ON HIGHWAY 62 FOR 2.2
 LF0602'MILES TO MR. RICHARD MC MULLEN RESIDENCE AND THE BENCH MARK ON
 LF0602'THE LEFT, 100.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LF0602'OF THE HOUSE, 45 FEET SOUTH OF A 30-INCH PINE TREE, 25 FEET
 LF0602'WEST OF A TELEPHONE POLE, 10 FEET EAST OF THE CENTER OF THE
 LF0602'DRIVEWAY AND AT THE WEST END OF AN EAST-WEST ROW OF ROSE
 LF0602'BUSHES.  THE BENCH MARK IS A STANDARD DISK STAMPED A 266 RESET
 LF0602'1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 LF0602'THAT IS 2 INCHES BELOW THE GROUND SURFACE AND IS COVERED WITH
 LF0602'GRAVEL.  NOTE-- THIS MARK REPLACES A 266 RESET 1960.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0474 ***********************************************************************
 LF0474  DESIGNATION -  A 268
 LF0474  PID         -  LF0474
 LF0474  STATE/COUNTY-  NE/RICHARDSON
 LF0474  COUNTRY     -  US
 LF0474  USGS QUAD   -  RULO (2017)
 LF0474
 LF0474                         *CURRENT SURVEY CONTROL
 LF0474  ______________________________________________________________________
 LF0474* NAD 83(1986) POSITION- 40 07 21.     (N) 095 26 40.     (W)   SCALED
 LF0474* NAVD 88 ORTHO HEIGHT -   298.022 (meters)      977.76  (feet) ADJUSTED
 LF0474  ______________________________________________________________________
 LF0474  GEOID HEIGHT    -        -30.693 (meters)                     GEOID18
 LF0474  DYNAMIC HEIGHT  -        297.858 (meters)      977.22  (feet) COMP
 LF0474  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 LF0474
 LF0474  VERT ORDER      -  SECOND    CLASS 0
 LF0474
 LF0474.The horizontal coordinates were scaled from a map and have
 LF0474.an estimated accuracy of +/- 6 seconds.
 LF0474
 LF0474.The orthometric height was determined by differential leveling and
 LF0474.adjusted by the NATIONAL GEODETIC SURVEY
 LF0474.in June 1991.
 LF0474
 LF0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0474.GEOID18 height accuracy estimate available here.
 LF0474
 LF0474.Click photographs - Photos may exist for this station.
 LF0474
 LF0474.The dynamic height is computed by dividing the NAVD 88
 LF0474.geopotential number by the normal gravity value computed on the
 LF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0474.degrees latitude (g = 980.6199 gals.).
 LF0474
 LF0474.The modeled gravity was interpolated from observed gravity values.
 LF0474
 LF0474;                    North         East    Units  Estimated Accuracy
 LF0474;SPC NE       -    42,340.      888,120.      MT  (+/- 180 meters Scaled)
 LF0474
 LF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE917442(NAD 83)
 LF0474
 LF0474                          SUPERSEDED SURVEY CONTROL
 LF0474
 LF0474  NGVD 29 (??/??/92)  297.956  (m)          977.54   (f) ADJ UNCH    2 0
 LF0474
 LF0474.Superseded values are not recommended for survey control.
 LF0474
 LF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0474.See file dsdata.pdf to determine how the superseded data were derived.
 LF0474
 LF0474_MARKER: DB = BENCH MARK DISK
 LF0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0474_STAMPING: A 268 1947
 LF0474_MARK LOGO: CGS
 LF0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0474+STABILITY: SURFACE MOTION
 LF0474
 LF0474  HISTORY     - Date     Condition        Report By
 LF0474  HISTORY     - 1947     MONUMENTED       CGS
 LF0474
 LF0474                          STATION DESCRIPTION
 LF0474
 LF0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0474'6.1 MI N FROM RULO.
 LF0474'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY RAILROAD
 LF0474'FROM THE STATION AT RULO, THENCE 5.0 MILES NORTH ALONG A GRAVEL
 LF0474'AND DIRT ROAD, 82.0 FEET SOUTH OF A POWER LINE POLE WHICH IS AT A
 LF0474'POWER LINE JUNCTION, 38.0 FEET SOUTH OF THE CENTER OF A
 LF0474'PRIVATE ROAD LEADING EAST, 25.0 FEET EAST OF THE CENTER OF THE
 LF0474'MAIN NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A REFERENCE POST, SET
 LF0474'IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING
 LF0474'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0972 ***********************************************************************
 LF0972  DESIGNATION -  A 269
 LF0972  PID         -  LF0972
 LF0972  STATE/COUNTY-  NE/NEMAHA
 LF0972  COUNTRY     -  US
 LF0972  USGS QUAD   -  AUBURN (2017)
 LF0972
 LF0972                         *CURRENT SURVEY CONTROL
 LF0972  ______________________________________________________________________
 LF0972* NAD 83(1986) POSITION- 40 29 52.     (N) 095 46 41.     (W)   SCALED
 LF0972* NAVD 88 ORTHO HEIGHT -   279.590 (meters)      917.29  (feet) ADJUSTED
 LF0972  ______________________________________________________________________
 LF0972  GEOID HEIGHT    -        -29.712 (meters)                     GEOID18
 LF0972  DYNAMIC HEIGHT  -        279.442 (meters)      916.80  (feet) COMP
 LF0972  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 LF0972
 LF0972  VERT ORDER      -  SECOND    CLASS 0
 LF0972
 LF0972.The horizontal coordinates were scaled from a map and have
 LF0972.an estimated accuracy of +/- 6 seconds.
 LF0972
 LF0972.The orthometric height was determined by differential leveling and
 LF0972.adjusted by the NATIONAL GEODETIC SURVEY
 LF0972.in June 1991.
 LF0972
 LF0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0972.GEOID18 height accuracy estimate available here.
 LF0972
 LF0972.Click photographs - Photos may exist for this station.
 LF0972
 LF0972.The dynamic height is computed by dividing the NAVD 88
 LF0972.geopotential number by the normal gravity value computed on the
 LF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0972.degrees latitude (g = 980.6199 gals.).
 LF0972
 LF0972.The modeled gravity was interpolated from observed gravity values.
 LF0972
 LF0972;                    North         East    Units  Estimated Accuracy
 LF0972;SPC NE       -    82,510.      857,690.      MT  (+/- 180 meters Scaled)
 LF0972
 LF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE645867(NAD 83)
 LF0972
 LF0972                          SUPERSEDED SURVEY CONTROL
 LF0972
 LF0972  NGVD 29 (??/??/92)  279.497  (m)          916.98   (f) ADJ UNCH    2 0
 LF0972
 LF0972.Superseded values are not recommended for survey control.
 LF0972
 LF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0972.See file dsdata.pdf to determine how the superseded data were derived.
 LF0972
 LF0972_MARKER: DB = BENCH MARK DISK
 LF0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0972_STAMPING: A 269 1947
 LF0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0972+STABILITY: SURFACE MOTION
 LF0972
 LF0972  HISTORY     - Date     Condition        Report By
 LF0972  HISTORY     - 1947     MONUMENTED       CGS
 LF0972  HISTORY     - 20130211 POOR             NEDR
 LF0972
 LF0972                          STATION DESCRIPTION
 LF0972
 LF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0972'2.6 MI NW FROM PERU.
 LF0972'2.65 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 LF0972'BURLINGTON AND QUINCY RAILROAD STATION AT PERU, 0.25 MILE EAST OF
 LF0972'THE JUNCTION OF A CROSS ROAD, 274.0 FEET WEST OF THE CENTER OF A
 LF0972'DIRT DAM ALONG THE WEST SIDE OF A SMALL STOCK WATERING RESERVOIR,
 LF0972'185.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN
 LF0972'BRIDGE OVER A SMALL CREEK, 96.0 FEET SOUTH OF THE CENTER OF THE
 LF0972'EAST-WEST ROAD, 54.0 FEET WEST OF THE WEST EDGE OF A SMALL DELTA
 LF0972'OF FLAT LAND WHICH HAS BEEN FORMED AT THE MOUTH OF A SMALL CREEK,
 LF0972'64.0 FEET SOUTHEAST OF A 1 1/2-FOOT DOUBLE TRUNK WALNUT TREE, 19.0
 LF0972'FEET NORTH NORTHWEST OF A LONE 1 X 2 X 3-FOOT GRAY GRANITE BOULDER,
 LF0972'1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LF0972'4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 LF0972
 LF0972                          STATION RECOVERY (2013)
 LF0972
 LF0972'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0972'PARTS OF CAP AND CONCRETE ARE MISSING DO TO CONSTRUCTION IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0088 ***********************************************************************
 LJ0088  DESIGNATION -  A 27
 LJ0088  PID         -  LJ0088
 LJ0088  STATE/COUNTY-  NE/FRONTIER
 LJ0088  COUNTRY     -  US
 LJ0088  USGS QUAD   -  QUICK (2017)
 LJ0088
 LJ0088                         *CURRENT SURVEY CONTROL
 LJ0088  ______________________________________________________________________
 LJ0088* NAD 83(1986) POSITION- 40 24 27.     (N) 100 38 50.     (W)   SCALED
 LJ0088* NAVD 88 ORTHO HEIGHT -   844.161 (meters)     2769.55  (feet) ADJUSTED
 LJ0088  ______________________________________________________________________
 LJ0088  GEOID HEIGHT    -        -23.517 (meters)                     GEOID18
 LJ0088  DYNAMIC HEIGHT  -        843.612 (meters)     2767.75  (feet) COMP
 LJ0088  MODELED GRAVITY -    979,946.3   (mgal)                       NAVD 88
 LJ0088
 LJ0088  VERT ORDER      -  SECOND    CLASS 0
 LJ0088
 LJ0088.The horizontal coordinates were scaled from a map and have
 LJ0088.an estimated accuracy of +/- 6 seconds.
 LJ0088
 LJ0088.The orthometric height was determined by differential leveling and
 LJ0088.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0088.in June 1991.
 LJ0088
 LJ0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0088.GEOID18 height accuracy estimate available here.
 LJ0088
 LJ0088.Click photographs - Photos may exist for this station.
 LJ0088
 LJ0088.The dynamic height is computed by dividing the NAVD 88
 LJ0088.geopotential number by the normal gravity value computed on the
 LJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0088.degrees latitude (g = 980.6199 gals.).
 LJ0088
 LJ0088.The modeled gravity was interpolated from observed gravity values.
 LJ0088
 LJ0088;                    North         East    Units  Estimated Accuracy
 LJ0088;SPC NE       -    63,960.      445,070.      MT  (+/- 180 meters Scaled)
 LJ0088
 LJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602742(NAD 83)
 LJ0088
 LJ0088                          SUPERSEDED SURVEY CONTROL
 LJ0088
 LJ0088  NGVD 29 (??/??/92)  843.828  (m)         2768.46   (f) ADJ UNCH    2 0
 LJ0088
 LJ0088.Superseded values are not recommended for survey control.
 LJ0088
 LJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0088.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0088
 LJ0088_MARKER: DB = BENCH MARK DISK
 LJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0088_STAMPING: A 27 1934
 LJ0088_MARK LOGO: CGS
 LJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0088+STABILITY: SURFACE MOTION
 LJ0088
 LJ0088  HISTORY     - Date     Condition        Report By
 LJ0088  HISTORY     - 1934     MONUMENTED       CGS
 LJ0088  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LJ0088
 LJ0088                          STATION DESCRIPTION
 LJ0088
 LJ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0088'15 MI N FROM MC COOK.
 LJ0088'15.0 MILES N OF AND ALONG U.S. HWY 183, 37 FT W OF CENTER
 LJ0088'OF HIGHWAY, 5 FT W OF R/W FENCE, 45 YARDS S OF T FENCE
 LJ0088'RUNNING E AND W.
 LJ0088
 LJ0088                          STATION RECOVERY (1957)
 LJ0088
 LJ0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LJ0088'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0089 ***********************************************************************
 LJ0089  DESIGNATION -  A 27 RESET
 LJ0089  PID         -  LJ0089
 LJ0089  STATE/COUNTY-  NE/FRONTIER
 LJ0089  COUNTRY     -  US
 LJ0089  USGS QUAD   -  QUICK (2017)
 LJ0089
 LJ0089                         *CURRENT SURVEY CONTROL
 LJ0089  ______________________________________________________________________
 LJ0089* NAD 83(1986) POSITION- 40 24 27.35   (N) 100 38 50.55   (W)   HD_HELD1
 LJ0089* NAVD 88 ORTHO HEIGHT -   843.83  (meters)     2768.5   (feet) RESET
 LJ0089  ______________________________________________________________________
 LJ0089  GEOID HEIGHT    -        -23.516 (meters)                     GEOID18
 LJ0089  VERT ORDER      -  THIRD
 LJ0089
 LJ0089.The horizontal coordinates were determined by differentially corrected
 LJ0089.hand held GPS observations or other comparable positioning techniques
 LJ0089.and have an estimated accuracy of +/- 3 meters.
 LJ0089
 LJ0089.The orthometric height was computed from unverified reset data.
 LJ0089
 LJ0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0089.GEOID18 height accuracy estimate available here.
 LJ0089
 LJ0089.Click photographs - Photos may exist for this station.
 LJ0089
 LJ0089;                    North         East    Units  Estimated Accuracy
 LJ0089;SPC NE       -    63,967.1     445,057.5     MT  (+/- 3 meters HH1 GPS) 
 LJ0089
 LJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6021774300(NAD 83)
 LJ0089
 LJ0089                          SUPERSEDED SURVEY CONTROL
 LJ0089
 LJ0089  NGVD 29 (??/??/??)  843.49   (m)         2767.4    (f) RESET       3  
 LJ0089
 LJ0089.Superseded values are not recommended for survey control.
 LJ0089
 LJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0089.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0089
 LJ0089_MARKER: DB = BENCH MARK DISK
 LJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0089_STAMPING: A 27 RESET 1957
 LJ0089_MARK LOGO: CGS
 LJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0089+STABILITY: SURFACE MOTION
 LJ0089
 LJ0089  HISTORY     - Date     Condition        Report By
 LJ0089  HISTORY     - 1957     MONUMENTED       NEDR
 LJ0089
 LJ0089                          STATION DESCRIPTION
 LJ0089
 LJ0089'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 LJ0089'14.2 MI N FROM MC COOK.
 LJ0089'IN FRONTIER COUNTY, ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY 83
 LJ0089'FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34, AND 83 AT THE WEST
 LJ0089'EDGE OF MC COOK, 152 FEET SOUTH OF TELEPHONE POLE NO. 3, AND
 LJ0089'1 FOOT EAST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LJ0089'IS STAMPED A 27 RESET 1957. NOTE-- THIS BENCH MARK WAS ESTABLISHED
 LJ0089'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT
 LJ0089'OF ROADS AND IRRIGATION IN 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0042 ***********************************************************************
 LH0042  DESIGNATION -  A 270
 LH0042  PID         -  LH0042
 LH0042  STATE/COUNTY-  NE/HALL
 LH0042  COUNTRY     -  US
 LH0042  USGS QUAD   -  DONIPHAN (2017)
 LH0042
 LH0042                         *CURRENT SURVEY CONTROL
 LH0042  ______________________________________________________________________
 LH0042* NAD 83(1986) POSITION- 40 47 07.23   (N) 098 22 07.78   (W)   HD_HELD1
 LH0042* NAVD 88 ORTHO HEIGHT -   585.809 (meters)     1921.94  (feet) ADJUSTED
 LH0042  ______________________________________________________________________
 LH0042  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 LH0042  DYNAMIC HEIGHT  -        585.494 (meters)     1920.91  (feet) COMP
 LH0042  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 LH0042
 LH0042  VERT ORDER      -  FIRST     CLASS II
 LH0042
 LH0042.The horizontal coordinates were determined by differentially corrected
 LH0042.hand held GPS observations or other comparable positioning techniques
 LH0042.and have an estimated accuracy of +/- 3 meters.
 LH0042
 LH0042.The orthometric height was determined by differential leveling and
 LH0042.adjusted by the NATIONAL GEODETIC SURVEY
 LH0042.in May 1993.
 LH0042
 LH0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0042.GEOID18 height accuracy estimate available here.
 LH0042
 LH0042.Click photographs - Photos may exist for this station.
 LH0042
 LH0042.The dynamic height is computed by dividing the NAVD 88
 LH0042.geopotential number by the normal gravity value computed on the
 LH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0042.degrees latitude (g = 980.6199 gals.).
 LH0042
 LH0042.The modeled gravity was interpolated from observed gravity values.
 LH0042
 LH0042;                    North         East    Units  Estimated Accuracy
 LH0042;SPC NE       -   106,997.9     637,638.9     MT  (+/- 3 meters HH1 GPS) 
 LH0042
 LH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5325415120(NAD 83)
 LH0042
 LH0042                          SUPERSEDED SURVEY CONTROL
 LH0042
 LH0042  NAVD 88 (06/15/91)  585.795  (m)         1921.90   (f) SUPERSEDED  1 2
 LH0042  NGVD 29 (02/14/92)  585.569  (m)         1921.15   (f) ADJUSTED    1 2
 LH0042  NGVD 29 (??/??/87)  585.555  (m)         1921.11   (f) SUPERSEDED  1 2
 LH0042
 LH0042.Superseded values are not recommended for survey control.
 LH0042
 LH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0042.See file dsdata.pdf to determine how the superseded data were derived.
 LH0042
 LH0042_MARKER: DB = BENCH MARK DISK
 LH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0042_STAMPING: A 270 1947
 LH0042_MARK LOGO: CGS
 LH0042_PROJECTION: RECESSED 36 CENTIMETERS
 LH0042_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0042+STABILITY: SURFACE MOTION
 LH0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0042+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 LH0042
 LH0042  HISTORY     - Date     Condition        Report By
 LH0042  HISTORY     - 1947     MONUMENTED       CGS
 LH0042  HISTORY     - 19910924 GOOD             NGS
 LH0042  HISTORY     - 20190813 GOOD             NE-109
 LH0042
 LH0042                          STATION DESCRIPTION
 LH0042
 LH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0042'1 MI N FROM DONIPHAN.
 LH0042'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0042'AT DONIPHAN, AT A ROAD CROSSING, 127.2 FEET NORTHWEST OF THE
 LH0042'NORTHWEST CORNER OF RAILWAY BRIDGE 241.17, 84.5 FEET WEST OF
 LH0042'THE SEVENTH POLE NORTH OF MILEPOST 241, 66.0 FEET SOUTH OF THE
 LH0042'CENTER LINE OF AN EAST-WEST ROAD, 46.5 FEET WEST OF THE WEST
 LH0042'RAIL, 35.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0042'26.2 FEET SOUTH OF A FENCE CORNER, 3.0 FEET NORTH OF A REFERENCE
 LH0042'POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0042'POST AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0042
 LH0042                          STATION RECOVERY (1991)
 LH0042
 LH0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0042'14.5 KM (9.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0042'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI) EASTERLY
 LH0042'ALONG A PAVED ROAD, 18.9 M (62.0 FT) SOUTH OF THE CENTERLINE OF THE
 LH0042'ROAD, 11.6 M (38.1 FT) EAST OF THE CENTERLINE OF A PAVED ROAD, 8.0 M
 LH0042'(26.2 FT) SOUTH OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LH0042'THE ROADS, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 LH0042'MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 LH0042
 LH0042                          STATION RECOVERY (2019)
 LH0042
 LH0042'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0042'37.0 FT (11.3 M) EAST OF THE CENTERLINE OF NINE BRIDGE ROAD, 62.0 FT
 LH0042'(18.9 M) SOUTH OF THE CENTERLINE OF CEADERVIEW ROAD, 1.2 FT (0.4 M)
 LH0042'EAST OF ORANGE WITNESS POST AND FENCE LINE, 1.2 FT (0.4 M) BELOW THE
 LH0042'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1415 ***********************************************************************
 NM1415  DESIGNATION -  A 271 RESET
 NM1415  PID         -  NM1415
 NM1415  STATE/COUNTY-  NE/KNOX
 NM1415  COUNTRY     -  US
 NM1415  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1415
 NM1415                         *CURRENT SURVEY CONTROL
 NM1415  ______________________________________________________________________
 NM1415* NAD 83(1986) POSITION- 42 47 45.     (N) 097 39 11.     (W)   SCALED
 NM1415* NAVD 88 ORTHO HEIGHT -   462.27  (meters)     1516.6   (feet) RESET
 NM1415  ______________________________________________________________________
 NM1415  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 NM1415  VERT ORDER      -  THIRD
 NM1415
 NM1415.The horizontal coordinates were scaled from a map and have
 NM1415.an estimated accuracy of +/- 6 seconds.
 NM1415
 NM1415.The orthometric height was computed from unverified reset data.
 NM1415
 NM1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1415.GEOID18 height accuracy estimate available here.
 NM1415
 NM1415.Click photographs - Photos may exist for this station.
 NM1415
 NM1415;                    North         East    Units  Estimated Accuracy
 NM1415;SPC NE       -   331,550.      691,960.      MT  (+/- 180 meters Scaled)
 NM1415
 NM1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN101390(NAD 83)
 NM1415
 NM1415                          SUPERSEDED SURVEY CONTROL
 NM1415
 NM1415.No superseded survey control is available for this station.
 NM1415
 NM1415_MARKER: DB = BENCH MARK DISK
 NM1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1415_STAMPING: A 271 1949 RESET 1966
 NM1415_MARK LOGO: CGS
 NM1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1415+STABILITY: SURFACE MOTION
 NM1415
 NM1415  HISTORY     - Date     Condition        Report By
 NM1415  HISTORY     - 1966     MONUMENTED       USGS
 NM1415
 NM1415                          STATION DESCRIPTION
 NM1415
 NM1415'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1415'12.7 MI NW FROM CROFTON.
 NM1415'8 MI W ALONG STATE HWY 12 FROM JCT. OF STATE HWY 98 N. AT
 NM1415'CROFTON, THENCE 4.7 MI N ALONG A DIRT RD., THENCE 0.4 MI E ALONG
 NM1415'A DIRT RD., 330 FT. SW (ALONG CENTERLINE RD.), 52 FT. NW (NORMAL
 NM1415'TO RD.) OF NW COR OF RED CORN CRIB ON THE SAGE FARM, 25 FT N.,
 NM1415'4 FT. E OF FE. COR., 0.8 FT S OF METAL WITNESS SIGN, AND SET IN THE
 NM1415'TOP OF A CONCRETE POST, STANDARD DISK STAMPED A-271, 1949, RESET
 NM1415'1966.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1378 ***********************************************************************
 NM1378  DESIGNATION -  A 272
 NM1378  PID         -  NM1378
 NM1378  STATE/COUNTY-  NE/KNOX
 NM1378  COUNTRY     -  US
 NM1378  USGS QUAD   -  SPRINGFIELD (2017)
 NM1378
 NM1378                         *CURRENT SURVEY CONTROL
 NM1378  ______________________________________________________________________
 NM1378* NAD 83(1986) POSITION- 42 46 01.     (N) 097 54 20.     (W)   SCALED
 NM1378* NAVD 88 ORTHO HEIGHT -   395.041 (meters)     1296.06  (feet) ADJUSTED
 NM1378  ______________________________________________________________________
 NM1378  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 NM1378  DYNAMIC HEIGHT  -        394.908 (meters)     1295.63  (feet) COMP
 NM1378  MODELED GRAVITY -    980,273.6   (mgal)                       NAVD 88
 NM1378
 NM1378  VERT ORDER      -  SECOND    CLASS 0
 NM1378
 NM1378.The horizontal coordinates were scaled from a map and have
 NM1378.an estimated accuracy of +/- 6 seconds.
 NM1378
 NM1378.The orthometric height was determined by differential leveling and
 NM1378.adjusted by the NATIONAL GEODETIC SURVEY
 NM1378.in June 1991.
 NM1378
 NM1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1378.GEOID18 height accuracy estimate available here.
 NM1378
 NM1378.Click photographs - Photos may exist for this station.
 NM1378
 NM1378.The dynamic height is computed by dividing the NAVD 88
 NM1378.geopotential number by the normal gravity value computed on the
 NM1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1378.degrees latitude (g = 980.6199 gals.).
 NM1378
 NM1378.The modeled gravity was interpolated from observed gravity values.
 NM1378
 NM1378;                    North         East    Units  Estimated Accuracy
 NM1378;SPC NE       -   327,810.      671,390.      MT  (+/- 180 meters Scaled)
 NM1378
 NM1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN895355(NAD 83)
 NM1378
 NM1378                          SUPERSEDED SURVEY CONTROL
 NM1378
 NM1378  NGVD 29 (??/??/92)  394.821  (m)         1295.34   (f) ADJ UNCH    2 0
 NM1378
 NM1378.Superseded values are not recommended for survey control.
 NM1378
 NM1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1378.See file dsdata.pdf to determine how the superseded data were derived.
 NM1378
 NM1378_MARKER: DB = BENCH MARK DISK
 NM1378_STAMPING: A 272 1949
 NM1378_MARK LOGO: CGS
 NM1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1378
 NM1378  HISTORY     - Date     Condition        Report By
 NM1378  HISTORY     - 1949     MONUMENTED       CGS
 NM1378  HISTORY     - 1970     GOOD             NGS
 NM1378
 NM1378                          STATION DESCRIPTION
 NM1378
 NM1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1378'7 MI SW FROM SANTEE.
 NM1378'ABOUT 6.95 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE
 NM1378'COMMUNITY HALL AT SANTEE, 65 FEET SOUTH OF THE CENTER OF THE
 NM1378'NEW ROAD, 34 FEET NORTH OF THE CENTER OF THE OLD ROAD, AND
 NM1378'1 FOOT EAST OF A METAL WITNESS POST.  NOTE-- THE OLD SCHOOL
 NM1378'MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0092 ***********************************************************************
 NN0092  DESIGNATION -  A 273
 NN0092  PID         -  NN0092
 NN0092  STATE/COUNTY-  NE/BOYD
 NN0092  COUNTRY     -  US
 NN0092  USGS QUAD   -  MARTY (2017)
 NN0092
 NN0092                         *CURRENT SURVEY CONTROL
 NN0092  ______________________________________________________________________
 NN0092* NAD 83(1986) POSITION- 42 54 52.     (N) 098 24 26.     (W)   SCALED
 NN0092* NAVD 88 ORTHO HEIGHT -   377.352 (meters)     1238.03  (feet) ADJUSTED
 NN0092  ______________________________________________________________________
 NN0092  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 NN0092  DYNAMIC HEIGHT  -        377.223 (meters)     1237.61  (feet) COMP
 NN0092  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 NN0092
 NN0092  VERT ORDER      -  SECOND    CLASS 0
 NN0092
 NN0092.The horizontal coordinates were scaled from a map and have
 NN0092.an estimated accuracy of +/- 6 seconds.
 NN0092
 NN0092.The orthometric height was determined by differential leveling and
 NN0092.adjusted by the NATIONAL GEODETIC SURVEY
 NN0092.in June 1991.
 NN0092
 NN0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0092.GEOID18 height accuracy estimate available here.
 NN0092
 NN0092.Click photographs - Photos may exist for this station.
 NN0092
 NN0092.The dynamic height is computed by dividing the NAVD 88
 NN0092.geopotential number by the normal gravity value computed on the
 NN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0092.degrees latitude (g = 980.6199 gals.).
 NN0092
 NN0092.The modeled gravity was interpolated from observed gravity values.
 NN0092
 NN0092;                    North         East    Units  Estimated Accuracy
 NN0092;SPC NE       -   343,320.      630,040.      MT  (+/- 180 meters Scaled)
 NN0092
 NN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN483514(NAD 83)
 NN0092
 NN0092                          SUPERSEDED SURVEY CONTROL
 NN0092
 NN0092  NGVD 29 (??/??/92)  377.082  (m)         1237.14   (f) ADJ UNCH    2 0
 NN0092
 NN0092.Superseded values are not recommended for survey control.
 NN0092
 NN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0092.See file dsdata.pdf to determine how the superseded data were derived.
 NN0092
 NN0092_MARKER: DB = BENCH MARK DISK
 NN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0092_STAMPING: A 273 1949
 NN0092_MARK LOGO: CGS
 NN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0092+STABILITY: SURFACE MOTION
 NN0092
 NN0092  HISTORY     - Date     Condition        Report By
 NN0092  HISTORY     - 1949     MONUMENTED       CGS
 NN0092  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NN0092
 NN0092                          STATION DESCRIPTION
 NN0092
 NN0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0092'10 MI NW FROM MONOWI.
 NN0092'2.0 MILES WEST ALONG STATE HIGHWAY NO. 12 FROM THE CHICAGO AND
 NN0092'NORTHWESTERN RAILROAD STATION AT MONOWI, THENCE 3.7 MILES NORTH
 NN0092'ALONG A DIRT ROAD, THENCE 2.8 MILES NORTHWEST ALONG A DIRT ROAD,
 NN0092'THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, AT A T-JUNCTION OF
 NN0092'DIRT ROADS, 94.0 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 NN0092'SOUTH, 20.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NN0092'0.3 MILE EAST OF A SCHOOL BUILDING ON THE NORTH SIDE OF THE ROAD,
 NN0092'7.0 FEET NORTHWEST OF THE MOST WESTERLY ONE OF TWO 30-INCH
 NN0092'COTTONWOOD TREES, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 NN0092'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NN0092'BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH MARK B 273.
 NN0092
 NN0092                          STATION RECOVERY (1973)
 NN0092
 NN0092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 NN0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0313 ***********************************************************************
 NN0313  DESIGNATION -  A 274
 NN0313  PID         -  NN0313
 NN0313  STATE/COUNTY-  NE/BOYD
 NN0313  COUNTRY     -  US
 NN0313  USGS QUAD   -  GROSS (2017)
 NN0313
 NN0313                         *CURRENT SURVEY CONTROL
 NN0313  ______________________________________________________________________
 NN0313* NAD 83(1986) POSITION- 42 57 58.     (N) 098 34 28.     (W)   SCALED
 NN0313* NAVD 88 ORTHO HEIGHT -   545.766 (meters)     1790.57  (feet) ADJUSTED
 NN0313  ______________________________________________________________________
 NN0313  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 NN0313  DYNAMIC HEIGHT  -        545.573 (meters)     1789.93  (feet) COMP
 NN0313  MODELED GRAVITY -    980,250.9   (mgal)                       NAVD 88
 NN0313
 NN0313  VERT ORDER      -  SECOND    CLASS 0
 NN0313
 NN0313.The horizontal coordinates were scaled from a map and have
 NN0313.an estimated accuracy of +/- 6 seconds.
 NN0313
 NN0313.The orthometric height was determined by differential leveling and
 NN0313.adjusted by the NATIONAL GEODETIC SURVEY
 NN0313.in June 1991.
 NN0313
 NN0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0313.GEOID18 height accuracy estimate available here.
 NN0313
 NN0313.Click photographs - Photos may exist for this station.
 NN0313
 NN0313.The dynamic height is computed by dividing the NAVD 88
 NN0313.geopotential number by the normal gravity value computed on the
 NN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0313.degrees latitude (g = 980.6199 gals.).
 NN0313
 NN0313.The modeled gravity was interpolated from observed gravity values.
 NN0313
 NN0313;                    North         East    Units  Estimated Accuracy
 NN0313;SPC NE       -   348,820.      616,300.      MT  (+/- 180 meters Scaled)
 NN0313
 NN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN347571(NAD 83)
 NN0313
 NN0313                          SUPERSEDED SURVEY CONTROL
 NN0313
 NN0313  NGVD 29 (??/??/92)  545.476  (m)         1789.62   (f) ADJ UNCH    2 0
 NN0313
 NN0313.Superseded values are not recommended for survey control.
 NN0313
 NN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0313.See file dsdata.pdf to determine how the superseded data were derived.
 NN0313
 NN0313_MARKER: DB = BENCH MARK DISK
 NN0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0313_STAMPING: A 274 1949
 NN0313_MARK LOGO: CGS
 NN0313_PROJECTION: FLUSH
 NN0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0313+STABILITY: SURFACE MOTION
 NN0313
 NN0313  HISTORY     - Date     Condition        Report By
 NN0313  HISTORY     - 1949     MONUMENTED       CGS
 NN0313
 NN0313                          STATION DESCRIPTION
 NN0313
 NN0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0313'8.9 MI NE FROM BRISTOW.
 NN0313'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0313'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH ALONG
 NN0313'A DIRT ROAD, ABOUT 0.2 MILE NORTHEAST OF A FARMHOUSE ON THE WEST
 NN0313'SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NN0313'LEADING WEST AND NORTH, 67.0 FEET SOUTHEAST OF THE CENTER LINE OF
 NN0313'THE ROAD, 53.0 FEET EAST OF TELEPHONE POLE NO. 450, 9.0 FEET
 NN0313'NORTHEAST OF THE CENTER LINE OF A GATE, 6.3 FEET NORTH OF A CORNER
 NN0313'FENCE POST, 0.8 FOOT WEST OF A NORTH-SOUTH FENCE, 1.3 FEET NORTH
 NN0313'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 NN0313'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1057 ***********************************************************************
 NM1057  DESIGNATION -  A 275
 NM1057  PID         -  NM1057
 NM1057  STATE/COUNTY-  NE/CEDAR
 NM1057  COUNTRY     -  US
 NM1057  USGS QUAD   -  SAINT HELENA (2017)
 NM1057
 NM1057                         *CURRENT SURVEY CONTROL
 NM1057  ______________________________________________________________________
 NM1057* NAD 83(1986) POSITION- 42 45 37.     (N) 097 09 13.     (W)   SCALED
 NM1057* NAVD 88 ORTHO HEIGHT -   383.777 (meters)     1259.11  (feet) ADJUSTED
 NM1057  ______________________________________________________________________
 NM1057  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 NM1057  DYNAMIC HEIGHT  -        383.662 (meters)     1258.73  (feet) COMP
 NM1057  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 NM1057
 NM1057  VERT ORDER      -  SECOND    CLASS 0
 NM1057
 NM1057.The horizontal coordinates were scaled from a map and have
 NM1057.an estimated accuracy of +/- 6 seconds.
 NM1057
 NM1057.The orthometric height was determined by differential leveling and
 NM1057.adjusted by the NATIONAL GEODETIC SURVEY
 NM1057.in June 1991.
 NM1057
 NM1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1057.GEOID18 height accuracy estimate available here.
 NM1057
 NM1057.Click photographs - Photos may exist for this station.
 NM1057
 NM1057.The dynamic height is computed by dividing the NAVD 88
 NM1057.geopotential number by the normal gravity value computed on the
 NM1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1057.degrees latitude (g = 980.6199 gals.).
 NM1057
 NM1057.The modeled gravity was interpolated from observed gravity values.
 NM1057
 NM1057;                    North         East    Units  Estimated Accuracy
 NM1057;SPC NE       -   328,830.      732,930.      MT  (+/- 180 meters Scaled)
 NM1057
 NM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN510358(NAD 83)
 NM1057
 NM1057                          SUPERSEDED SURVEY CONTROL
 NM1057
 NM1057  NGVD 29 (??/??/92)  383.572  (m)         1258.44   (f) ADJ UNCH    2 0
 NM1057
 NM1057.Superseded values are not recommended for survey control.
 NM1057
 NM1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1057.See file dsdata.pdf to determine how the superseded data were derived.
 NM1057
 NM1057_MARKER: DB = BENCH MARK DISK
 NM1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1057_STAMPING: A 275 1949
 NM1057_MARK LOGO: CGS
 NM1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1057+STABILITY: SURFACE MOTION
 NM1057
 NM1057  HISTORY     - Date     Condition        Report By
 NM1057  HISTORY     - 1949     MONUMENTED       CGS
 NM1057
 NM1057                          STATION DESCRIPTION
 NM1057
 NM1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1057'2.4 MI SE FROM WYNOT.
 NM1057'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1057'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1057'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1057'A GRADED DIRT ROAD, AT THE FARM HOME OF MATHIES WEINANET, IN LINE
 NM1057'WITH THE CENTER LINE OF A ROAD LEADING SOUTH, 240 FEET NORTH OF
 NM1057'THE CENTER LINE OF A ROAD LEADING WEST, 94.8 FEET SOUTH OF THE
 NM1057'SOUTHWEST CORNER OF THE HOUSE, 69.0 FEET SOUTHWEST OF THE CENTER
 NM1057'OF A FRAME GATE, 58.0 FEET SOUTH OF THE YARD FENCE, AND SET IN THE
 NM1057'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1057'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0870 ***********************************************************************
 NM0870  DESIGNATION -  A 276
 NM0870  PID         -  NM0870
 NM0870  STATE/COUNTY-  NE/DIXON
 NM0870  COUNTRY     -  US
 NM0870  USGS QUAD   -  PONCA (2017)
 NM0870
 NM0870                         *CURRENT SURVEY CONTROL
 NM0870  ______________________________________________________________________
 NM0870* NAD 83(1986) POSITION- 42 35 42.85   (N) 096 43 25.07   (W)   HD_HELD1
 NM0870* NAVD 88 ORTHO HEIGHT -   401.861 (meters)     1318.44  (feet) ADJUSTED
 NM0870  ______________________________________________________________________
 NM0870  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 NM0870  DYNAMIC HEIGHT  -        401.738 (meters)     1318.04  (feet) COMP
 NM0870  MODELED GRAVITY -    980,301.7   (mgal)                       NAVD 88
 NM0870
 NM0870  VERT ORDER      -  SECOND    CLASS 0
 NM0870
 NM0870.The horizontal coordinates were determined by differentially corrected
 NM0870.hand held GPS observations or other comparable positioning techniques
 NM0870.and have an estimated accuracy of +/- 3 meters.
 NM0870
 NM0870.The orthometric height was determined by differential leveling and
 NM0870.adjusted by the NATIONAL GEODETIC SURVEY
 NM0870.in June 1991.
 NM0870
 NM0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0870.GEOID18 height accuracy estimate available here.
 NM0870
 NM0870.Click photographs - Photos may exist for this station.
 NM0870
 NM0870.The dynamic height is computed by dividing the NAVD 88
 NM0870.geopotential number by the normal gravity value computed on the
 NM0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0870.degrees latitude (g = 980.6199 gals.).
 NM0870
 NM0870.The modeled gravity was interpolated from observed gravity values.
 NM0870
 NM0870;                    North         East    Units  Estimated Accuracy
 NM0870;SPC NE       -   311,754.0     768,797.8     MT  (+/- 3 meters HH1 GPS) 
 NM0870
 NM0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8676018379(NAD 83)
 NM0870
 NM0870                          SUPERSEDED SURVEY CONTROL
 NM0870
 NM0870  NGVD 29 (??/??/92)  401.685  (m)         1317.86   (f) ADJ UNCH    2 0
 NM0870
 NM0870.Superseded values are not recommended for survey control.
 NM0870
 NM0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0870.See file dsdata.pdf to determine how the superseded data were derived.
 NM0870
 NM0870_MARKER: DB = BENCH MARK DISK
 NM0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0870_STAMPING: A 276 1949
 NM0870_MARK LOGO: CGS
 NM0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0870+STABILITY: SURFACE MOTION
 NM0870
 NM0870  HISTORY     - Date     Condition        Report By
 NM0870  HISTORY     - 1949     MONUMENTED       CGS
 NM0870
 NM0870                          STATION DESCRIPTION
 NM0870
 NM0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0870'2.7 MI NW FROM PONCA.
 NM0870'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0870'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0870'ROAD, THENCE 0.5 MILE NORTHWEST ALONG A GRAVELED ROAD, AT THE FARM
 NM0870'HOME OF STANLEY FIELDS, 84 FEET SOUTH OF THE CENTER LINE OF THE
 NM0870'ROAD, 77.0 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.0
 NM0870'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POULTRY HOUSE, AND
 NM0870'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2 FOOT
 NM0870'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0093 ***********************************************************************
 NN0093  DESIGNATION -  A 277
 NN0093  PID         -  NN0093
 NN0093  STATE/COUNTY-  NE/KNOX
 NN0093  COUNTRY     -  US
 NN0093  USGS QUAD   -  VERDEL (2017)
 NN0093
 NN0093                         *CURRENT SURVEY CONTROL
 NN0093  ______________________________________________________________________
 NN0093* NAD 83(1986) POSITION- 42 48 48.     (N) 098 13 56.     (W)   SCALED
 NN0093* NAVD 88 ORTHO HEIGHT -   393.882 (meters)     1292.26  (feet) ADJUSTED
 NN0093  ______________________________________________________________________
 NN0093  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 NN0093  DYNAMIC HEIGHT  -        393.746 (meters)     1291.82  (feet) COMP
 NN0093  MODELED GRAVITY -    980,266.7   (mgal)                       NAVD 88
 NN0093
 NN0093  VERT ORDER      -  SECOND    CLASS 0
 NN0093
 NN0093.The horizontal coordinates were scaled from a map and have
 NN0093.an estimated accuracy of +/- 6 seconds.
 NN0093
 NN0093.The orthometric height was determined by differential leveling and
 NN0093.adjusted by the NATIONAL GEODETIC SURVEY
 NN0093.in June 1991.
 NN0093
 NN0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0093.GEOID18 height accuracy estimate available here.
 NN0093
 NN0093.Click photographs - Photos may exist for this station.
 NN0093
 NN0093.The dynamic height is computed by dividing the NAVD 88
 NN0093.geopotential number by the normal gravity value computed on the
 NN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0093.degrees latitude (g = 980.6199 gals.).
 NN0093
 NN0093.The modeled gravity was interpolated from observed gravity values.
 NN0093
 NN0093;                    North         East    Units  Estimated Accuracy
 NN0093;SPC NE       -   332,360.      644,560.      MT  (+/- 180 meters Scaled)
 NN0093
 NN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN627403(NAD 83)
 NN0093
 NN0093                          SUPERSEDED SURVEY CONTROL
 NN0093
 NN0093  NGVD 29 (??/??/92)  393.642  (m)         1291.47   (f) ADJ UNCH    2 0
 NN0093
 NN0093.Superseded values are not recommended for survey control.
 NN0093
 NN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0093.See file dsdata.pdf to determine how the superseded data were derived.
 NN0093
 NN0093_MARKER: DB = BENCH MARK DISK
 NN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0093_STAMPING: A 277 1949
 NN0093_MARK LOGO: CGS
 NN0093_PROJECTION: FLUSH
 NN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0093+STABILITY: SURFACE MOTION
 NN0093
 NN0093  HISTORY     - Date     Condition        Report By
 NN0093  HISTORY     - 1949     MONUMENTED       CGS
 NN0093
 NN0093                          STATION DESCRIPTION
 NN0093
 NN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0093'2 MI W FROM VERDEL.
 NN0093'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0093'THE STATION AT VERDEL, BETWEEN THE TRACK AND STATE HIGHWAY NO. 12,
 NN0093'AT A T-JUNCTION OF THE HIGHWAY AND A ROAD LEADING NORTH, 34 FEET
 NN0093'EAST OF A POINT ON THE PROJECTED CENTER LINE OF THE ROAD LEADING
 NN0093'NORTH, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 NN0093'NORTHEAST OF A POWER LINE POLE, 1.2 FEET NORTH OF A FENCE, 1.4
 NN0093'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0093'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0489 ***********************************************************************
 NM0489  DESIGNATION -  A 278
 NM0489  PID         -  NM0489
 NM0489  STATE/COUNTY-  NE/THURSTON
 NM0489  COUNTRY     -  US
 NM0489  USGS QUAD   -  SALIX (2018)
 NM0489
 NM0489                         *CURRENT SURVEY CONTROL
 NM0489  ______________________________________________________________________
 NM0489* NAD 83(1986) POSITION- 42 15 10.     (N) 096 21 56.     (W)   SCALED
 NM0489* NAVD 88 ORTHO HEIGHT -   337.434 (meters)     1107.06  (feet) ADJUSTED
 NM0489  ______________________________________________________________________
 NM0489  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 NM0489  DYNAMIC HEIGHT  -        337.322 (meters)     1106.70  (feet) COMP
 NM0489  MODELED GRAVITY -    980,281.3   (mgal)                       NAVD 88
 NM0489
 NM0489  VERT ORDER      -  SECOND    CLASS 0
 NM0489
 NM0489.The horizontal coordinates were scaled from a map and have
 NM0489.an estimated accuracy of +/- 6 seconds.
 NM0489
 NM0489.The orthometric height was determined by differential leveling and
 NM0489.adjusted by the NATIONAL GEODETIC SURVEY
 NM0489.in June 1991.
 NM0489
 NM0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0489.GEOID18 height accuracy estimate available here.
 NM0489
 NM0489.Click photographs - Photos may exist for this station.
 NM0489
 NM0489.The dynamic height is computed by dividing the NAVD 88
 NM0489.geopotential number by the normal gravity value computed on the
 NM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0489.degrees latitude (g = 980.6199 gals.).
 NM0489
 NM0489.The modeled gravity was interpolated from observed gravity values.
 NM0489
 NM0489;                    North         East    Units  Estimated Accuracy
 NM0489;SPC NE       -   274,930.      799,760.      MT  (+/- 180 meters Scaled)
 NM0489
 NM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM173812(NAD 83)
 NM0489
 NM0489                          SUPERSEDED SURVEY CONTROL
 NM0489
 NM0489  NGVD 29 (??/??/92)  337.282  (m)         1106.57   (f) ADJ UNCH    2 0
 NM0489
 NM0489.Superseded values are not recommended for survey control.
 NM0489
 NM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0489.See file dsdata.pdf to determine how the superseded data were derived.
 NM0489
 NM0489_MARKER: DB = BENCH MARK DISK
 NM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0489_STAMPING: A 278 1949
 NM0489_MARK LOGO: CGS
 NM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0489+STABILITY: SURFACE MOTION
 NM0489
 NM0489  HISTORY     - Date     Condition        Report By
 NM0489  HISTORY     - 1949     MONUMENTED       CGS
 NM0489
 NM0489                          STATION DESCRIPTION
 NM0489
 NM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0489'6.4 MI NE FROM WINNEBAGO.
 NM0489'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0489'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0489'THENCE 2.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM0489'HOME OF BEN POINTER, 107 FEET NORTH OF THE CENTER LINE OF THE
 NM0489'ROAD, 64.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 NM0489'21 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7.5 FEET
 NM0489'NORTHEAST OF A 24-INCH BOXELDER TREE, 6.5 FEET SOUTH OF A 16-INCH
 NM0489'BOXELDER TREE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0489'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0143 ***********************************************************************
 LJ0143  DESIGNATION -  A 28
 LJ0143  PID         -  LJ0143
 LJ0143  STATE/COUNTY-  NE/FRONTIER
 LJ0143  COUNTRY     -  US
 LJ0143  USGS QUAD   -  CURTIS (2017)
 LJ0143
 LJ0143                         *CURRENT SURVEY CONTROL
 LJ0143  ______________________________________________________________________
 LJ0143* NAD 83(1986) POSITION- 40 40 57.28   (N) 100 36 58.49   (W)   HD_HELD1
 LJ0143* NAVD 88 ORTHO HEIGHT -   856.141 (meters)     2808.86  (feet) ADJUSTED
 LJ0143  ______________________________________________________________________
 LJ0143  GEOID HEIGHT    -        -23.064 (meters)                     GEOID18
 LJ0143  DYNAMIC HEIGHT  -        855.602 (meters)     2807.09  (feet) COMP
 LJ0143  MODELED GRAVITY -    979,966.5   (mgal)                       NAVD 88
 LJ0143
 LJ0143  VERT ORDER      -  SECOND    CLASS 0
 LJ0143
 LJ0143.The horizontal coordinates were determined by differentially corrected
 LJ0143.hand held GPS observations or other comparable positioning techniques
 LJ0143.and have an estimated accuracy of +/- 3 meters.
 LJ0143
 LJ0143.The orthometric height was determined by differential leveling and
 LJ0143.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0143.in June 1991.
 LJ0143
 LJ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0143.GEOID18 height accuracy estimate available here.
 LJ0143
 LJ0143.Click photographs - Photos may exist for this station.
 LJ0143
 LJ0143.The dynamic height is computed by dividing the NAVD 88
 LJ0143.geopotential number by the normal gravity value computed on the
 LJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0143.degrees latitude (g = 980.6199 gals.).
 LJ0143
 LJ0143.The modeled gravity was interpolated from observed gravity values.
 LJ0143
 LJ0143;                    North         East    Units  Estimated Accuracy
 LJ0143;SPC NE       -    94,476.2     447,916.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0143
 LJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6341804777(NAD 83)
 LJ0143
 LJ0143                          SUPERSEDED SURVEY CONTROL
 LJ0143
 LJ0143  NGVD 29 (??/??/92)  855.784  (m)         2807.68   (f) ADJ UNCH    2 0
 LJ0143
 LJ0143.Superseded values are not recommended for survey control.
 LJ0143
 LJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0143.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0143
 LJ0143_MARKER: DB = BENCH MARK DISK
 LJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0143_STAMPING: A 28 1934
 LJ0143_MARK LOGO: CGS
 LJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0143+STABILITY: SURFACE MOTION
 LJ0143
 LJ0143  HISTORY     - Date     Condition        Report By
 LJ0143  HISTORY     - 1934     MONUMENTED       CGS
 LJ0143
 LJ0143                          STATION DESCRIPTION
 LJ0143
 LJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0143'2.1 MI N FROM MAYWOOD.
 LJ0143'2.1 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0143'COUNTY, 0.2 MILE NORTH OF A DEEP CUT ON THE SOUTH SLOPE OF A
 LJ0143'HILL, AT THE SOUTH END OF A SMALL FILL, 34 FEET WEST OF THE
 LJ0143'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY
 LJ0143'FENCE.  A STANDARD DISK, STAMPED A 28 1934 AND SET IN THE TOP
 LJ0143'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0301 ***********************************************************************
 NN0301  DESIGNATION -  A 280
 NN0301  PID         -  NN0301
 NN0301  STATE/COUNTY-  NE/BOYD
 NN0301  COUNTRY     -  US
 NN0301  USGS QUAD   -  BRISTOW (2017)
 NN0301
 NN0301                         *CURRENT SURVEY CONTROL
 NN0301  ______________________________________________________________________
 NN0301* NAD 83(1986) POSITION- 42 49 50.     (N) 098 31 03.     (W)   SCALED
 NN0301* NAVD 88 ORTHO HEIGHT -   437.299 (meters)     1434.71  (feet) POSTED
 NN0301  ______________________________________________________________________
 NN0301  GEOID HEIGHT    -        -25.833 (meters)                     GEOID18
 NN0301  DYNAMIC HEIGHT  -        437.14  (meters)     1434.2   (feet) COMP
 NN0301  MODELED GRAVITY -    980,240.7   (mgal)                       NAVD 88
 NN0301
 NN0301  VERT ORDER      -  * POSTED, SEE BELOW
 NN0301
 NN0301.The horizontal coordinates were scaled from a map and have
 NN0301.an estimated accuracy of +/- 6 seconds.
 NN0301
 NN0301.The orthometric height was determined by differential leveling
 NN0301.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0301
 NN0301.* This is a POSTED BENCH MARK height.
 NN0301
 NN0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0301.GEOID18 height accuracy estimate available here.
 NN0301
 NN0301.Click photographs - Photos may exist for this station.
 NN0301
 NN0301.The dynamic height is computed by dividing the NAVD 88
 NN0301.geopotential number by the normal gravity value computed on the
 NN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0301.degrees latitude (g = 980.6199 gals.).
 NN0301
 NN0301.The modeled gravity was interpolated from observed gravity values.
 NN0301
 NN0301;                    North         East    Units  Estimated Accuracy
 NN0301;SPC NE       -   333,840.      621,200.      MT  (+/- 180 meters Scaled)
 NN0301
 NN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN394421(NAD 83)
 NN0301
 NN0301                          SUPERSEDED SURVEY CONTROL
 NN0301
 NN0301  NGVD 29 (??/??/92)  437.021  (m)         1433.79   (f) ADJ UNCH    2 0
 NN0301
 NN0301.Superseded values are not recommended for survey control.
 NN0301
 NN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0301.See file dsdata.pdf to determine how the superseded data were derived.
 NN0301
 NN0301_MARKER: DB = BENCH MARK DISK
 NN0301_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NN0301_SP_SET: BOX CULVERT
 NN0301_STAMPING: A 280 1949
 NN0301_MARK LOGO: CGS
 NN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0301+STABILITY: SURFACE MOTION
 NN0301
 NN0301  HISTORY     - Date     Condition        Report By
 NN0301  HISTORY     - 1949     MONUMENTED       CGS
 NN0301
 NN0301                          STATION DESCRIPTION
 NN0301
 NN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0301'2.4 MI W FROM LYNCH.
 NN0301'2.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0301'FROM THE STATION AT LYNCH, BOYD COUNTY, 78 FEET SOUTH OF THE
 NN0301'WEST END OF RAILROAD TRESTLE F 210, AT A 20-FOOT BOX CULVERT
 NN0301'UNDER STATE HIGHWAY 12, IN THE TOP OF THE NORTHWEST ABUTMENT,
 NN0301'2 FEET EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT 2 FEET
 NN0301'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 280 1949.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0336 ***********************************************************************
 ML0336  DESIGNATION -  A 281
 ML0336  PID         -  ML0336
 ML0336  STATE/COUNTY-  NE/HOWARD
 ML0336  COUNTRY     -  US
 ML0336  USGS QUAD   -  BOELUS (2017)
 ML0336
 ML0336                         *CURRENT SURVEY CONTROL
 ML0336  ______________________________________________________________________
 ML0336* NAD 83(1986) POSITION- 41 02 48.     (N) 098 43 45.     (W)   SCALED
 ML0336* NAVD 88 ORTHO HEIGHT -   586.970 (meters)     1925.75  (feet) ADJUSTED
 ML0336  ______________________________________________________________________
 ML0336  GEOID HEIGHT    -        -24.389 (meters)                     GEOID18
 ML0336  DYNAMIC HEIGHT  -        586.667 (meters)     1924.76  (feet) COMP
 ML0336  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 ML0336
 ML0336  VERT ORDER      -  FIRST     CLASS II
 ML0336
 ML0336.The horizontal coordinates were scaled from a map and have
 ML0336.an estimated accuracy of +/- 6 seconds.
 ML0336
 ML0336.The orthometric height was determined by differential leveling and
 ML0336.adjusted by the NATIONAL GEODETIC SURVEY
 ML0336.in June 1991.
 ML0336
 ML0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0336.GEOID18 height accuracy estimate available here.
 ML0336
 ML0336.Click photographs - Photos may exist for this station.
 ML0336
 ML0336.The dynamic height is computed by dividing the NAVD 88
 ML0336.geopotential number by the normal gravity value computed on the
 ML0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0336.degrees latitude (g = 980.6199 gals.).
 ML0336
 ML0336.The modeled gravity was interpolated from observed gravity values.
 ML0336
 ML0336;                    North         East    Units  Estimated Accuracy
 ML0336;SPC NE       -   135,500.      606,810.      MT  (+/- 180 meters Scaled)
 ML0336
 ML0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227439(NAD 83)
 ML0336
 ML0336                          SUPERSEDED SURVEY CONTROL
 ML0336
 ML0336  NGVD 29 (??/??/92)  586.732  (m)         1924.97   (f) ADJ UNCH    1 2
 ML0336
 ML0336.Superseded values are not recommended for survey control.
 ML0336
 ML0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0336.See file dsdata.pdf to determine how the superseded data were derived.
 ML0336
 ML0336_MARKER: DB = BENCH MARK DISK
 ML0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0336_STAMPING: A 281 1949
 ML0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0336+STABILITY: SURFACE MOTION
 ML0336
 ML0336  HISTORY     - Date     Condition        Report By
 ML0336  HISTORY     - 1949     MONUMENTED       CGS
 ML0336
 ML0336                          STATION DESCRIPTION
 ML0336
 ML0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0336'2.6 MI SW FROM BOELUS.
 ML0336'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 ML0336'BOELUS, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 ML0336'SOUTH ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE IN THE MAIN
 ML0336'ROAD WITH TANGENTS LEADING WEST AND NORTH, IN THE NORTHEAST
 ML0336'QUARTER OF A ROAD CROSSING, IN THE SOUTHWEST CORNER OF SECTION 32,
 ML0336'T. 13 N., R. 12 W., ABOUT 400 FEET SOUTHWEST OF A CONCRETE BLOCK
 ML0336'BARN, 131 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 41
 ML0336'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET EAST
 ML0336'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4.3 FEET NORTH OF A
 ML0336'CORNER FENCE POST, 1.3 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A
 ML0336'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0336'5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 ML0336'MARK IS LOCATED 0.4 MILE NORTH AND 0.6 MILE EAST OF BENCH MARK B 284.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0467 ***********************************************************************
 ML0467  DESIGNATION -  A 282 RESET
 ML0467  PID         -  ML0467
 ML0467  STATE/COUNTY-  NE/HOWARD
 ML0467  COUNTRY     -  US
 ML0467  USGS QUAD   -  BOELUS (2017)
 ML0467
 ML0467                         *CURRENT SURVEY CONTROL
 ML0467  ______________________________________________________________________
 ML0467* NAD 83(1986) POSITION- 41 04 32.     (N) 098 38 00.     (W)   SCALED
 ML0467* NAVD 88 ORTHO HEIGHT -   584.23  (meters)     1916.8   (feet) RESET
 ML0467  ______________________________________________________________________
 ML0467  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 ML0467  VERT ORDER      -  THIRD
 ML0467
 ML0467.The horizontal coordinates were scaled from a map and have
 ML0467.an estimated accuracy of +/- 6 seconds.
 ML0467
 ML0467.The orthometric height was computed from unverified reset data.
 ML0467
 ML0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0467.GEOID18 height accuracy estimate available here.
 ML0467
 ML0467.Click photographs - Photos may exist for this station.
 ML0467
 ML0467;                    North         East    Units  Estimated Accuracy
 ML0467;SPC NE       -   138,830.      614,810.      MT  (+/- 180 meters Scaled)
 ML0467
 ML0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL308472(NAD 83)
 ML0467
 ML0467                          SUPERSEDED SURVEY CONTROL
 ML0467
 ML0467  NGVD 29 (??/??/??)  584.00   (m)         1916.0    (f) RESET       3  
 ML0467
 ML0467.Superseded values are not recommended for survey control.
 ML0467
 ML0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0467.See file dsdata.pdf to determine how the superseded data were derived.
 ML0467
 ML0467_MARKER: DB = BENCH MARK DISK
 ML0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0467_STAMPING: A 282 RESET 1962
 ML0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0467+STABILITY: SURFACE MOTION
 ML0467
 ML0467  HISTORY     - Date     Condition        Report By
 ML0467  HISTORY     - 1962     MONUMENTED       NEDR
 ML0467  HISTORY     - 1985     GOOD             NEDR
 ML0467
 ML0467                          STATION DESCRIPTION
 ML0467
 ML0467'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0467'4.3 MI E FROM BOELUS.
 ML0467'4.3 MILES EAST ALONG STATE HIGHWAY 58 FROM THE UNION PACIFIC
 ML0467'RAILROAD STATION AT BOELUS, AT THE NORTHWEST CORNER OF SECTION
 ML0467'30, T. 13 N., R. 11 W., AT A T-JUNCTION OF THE HIGHWAY AND A
 ML0467'SIDE ROAD LEADING NORTH, 60 FEET SOUTH OF THE CENTERLINE OF THE
 ML0467'HIGHWAY, 3 FEET EAST OF A TELEPHONE POLE, AND SET IN THE TOP
 ML0467'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0467
 ML0467                          STATION RECOVERY (1985)
 ML0467
 ML0467'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0426 ***********************************************************************
 ML0426  DESIGNATION -  A 283
 ML0426  PID         -  ML0426
 ML0426  STATE/COUNTY-  NE/HOWARD
 ML0426  COUNTRY     -  US
 ML0426  USGS QUAD   -  DANNEBROG (2017)
 ML0426
 ML0426                         *CURRENT SURVEY CONTROL
 ML0426  ______________________________________________________________________
 ML0426* NAD 83(1986) POSITION- 41 07 12.23   (N) 098 35 43.17   (W)   HD_HELD1
 ML0426* NAVD 88 ORTHO HEIGHT -   586.451 (meters)     1924.05  (feet) ADJUSTED
 ML0426  ______________________________________________________________________
 ML0426  GEOID HEIGHT    -        -24.480 (meters)                     GEOID18
 ML0426  DYNAMIC HEIGHT  -        586.154 (meters)     1923.07  (feet) COMP
 ML0426  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 ML0426
 ML0426  VERT ORDER      -  SECOND    CLASS 0
 ML0426
 ML0426.The horizontal coordinates were determined by differentially corrected
 ML0426.hand held GPS observations or other comparable positioning techniques
 ML0426.and have an estimated accuracy of +/- 3 meters.
 ML0426
 ML0426.The orthometric height was determined by differential leveling and
 ML0426.adjusted by the NATIONAL GEODETIC SURVEY
 ML0426.in June 1991.
 ML0426
 ML0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0426.GEOID18 height accuracy estimate available here.
 ML0426
 ML0426.Click photographs - Photos may exist for this station.
 ML0426
 ML0426.The dynamic height is computed by dividing the NAVD 88
 ML0426.geopotential number by the normal gravity value computed on the
 ML0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0426.degrees latitude (g = 980.6199 gals.).
 ML0426
 ML0426.The modeled gravity was interpolated from observed gravity values.
 ML0426
 ML0426;                    North         East    Units  Estimated Accuracy
 ML0426;SPC NE       -   143,818.4     617,925.1     MT  (+/- 3 meters HH1 GPS) 
 ML0426
 ML0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3397152164(NAD 83)
 ML0426
 ML0426                          SUPERSEDED SURVEY CONTROL
 ML0426
 ML0426  NGVD 29 (??/??/92)  586.210  (m)         1923.26   (f) ADJ UNCH    2 0
 ML0426
 ML0426.Superseded values are not recommended for survey control.
 ML0426
 ML0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0426.See file dsdata.pdf to determine how the superseded data were derived.
 ML0426
 ML0426_MARKER: DB = BENCH MARK DISK
 ML0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0426_STAMPING: A 283 1949
 ML0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0426+STABILITY: SURFACE MOTION
 ML0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0426+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 ML0426
 ML0426  HISTORY     - Date     Condition        Report By
 ML0426  HISTORY     - 1949     MONUMENTED       CGS
 ML0426  HISTORY     - 20100303 GOOD             INDIV
 ML0426  HISTORY     - 20140602 GOOD             NEDR
 ML0426
 ML0426                          STATION DESCRIPTION
 ML0426
 ML0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0426'2.1 MI SE FROM NYSTED.
 ML0426'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0426'AT NYSTED, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY NO. 60
 ML0426'AND STATE HIGWAY NO. 58, 65 FEET NORTHEAST OF THE CENTER LINE
 ML0426'OF THE NORTH END OF A CONCRETE CULVERT, AT THE SOUTHWEST
 ML0426'CORNER OF SECTION 4, T. 13 N., R. 11 W., IN THE NORTHEAST
 ML0426'QUARTER OF A PUBLIC ROAD CROSSING, 50 FEET NORTH OF THE CENTER
 ML0426'LINE OF THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF THE
 ML0426'NORTH-SOUTH ROAD, 17 FEET NORTH OF A CORNER FENCE POST, 0.9
 ML0426'FOOT WEST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET
 ML0426'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0426'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 ML0426'1.0 MILE WEST OF BENCH MARK Z 282.
 ML0426
 ML0426                          STATION RECOVERY (2010)
 ML0426
 ML0426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JLB)
 ML0426'FOUND MONUMENT WITH THE ABOVE DESCRIPTION.  THE MONUMENT IS NORTHEAST
 ML0426'OF INTERSECTION 6TH AVENUE AND PAGE ROAD, NORTH 5  FROM THE CENTER OF
 ML0426'A TELEPHONE RISER AND JUST WEST OF THE FENCE. (JLB)
 ML0426
 ML0426                          STATION RECOVERY (2014)
 ML0426
 ML0426'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014
 ML0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0184 ***********************************************************************
 LH0184  DESIGNATION -  A 284
 LH0184  PID         -  LH0184
 LH0184  STATE/COUNTY-  NE/HALL
 LH0184  COUNTRY     -  US
 LH0184  USGS QUAD   -  ABBOTT (2017)
 LH0184
 LH0184                         *CURRENT SURVEY CONTROL
 LH0184  ______________________________________________________________________
 LH0184* NAD 83(1986) POSITION- 40 59 22.     (N) 098 27 15.     (W)   SCALED
 LH0184* NAVD 88 ORTHO HEIGHT -   576.348 (meters)     1890.90  (feet) ADJUSTED
 LH0184  ______________________________________________________________________
 LH0184  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 LH0184  DYNAMIC HEIGHT  -        576.049 (meters)     1889.92  (feet) COMP
 LH0184  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 LH0184
 LH0184  VERT ORDER      -  SECOND    CLASS 0
 LH0184
 LH0184.The horizontal coordinates were scaled from a map and have
 LH0184.an estimated accuracy of +/- 6 seconds.
 LH0184
 LH0184.The orthometric height was determined by differential leveling and
 LH0184.adjusted by the NATIONAL GEODETIC SURVEY
 LH0184.in June 1991.
 LH0184
 LH0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0184.GEOID18 height accuracy estimate available here.
 LH0184
 LH0184.Click photographs - Photos may exist for this station.
 LH0184
 LH0184.The dynamic height is computed by dividing the NAVD 88
 LH0184.geopotential number by the normal gravity value computed on the
 LH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0184.degrees latitude (g = 980.6199 gals.).
 LH0184
 LH0184.The modeled gravity was interpolated from observed gravity values.
 LH0184
 LH0184;                    North         East    Units  Estimated Accuracy
 LH0184;SPC NE       -   129,520.      630,030.      MT  (+/- 180 meters Scaled)
 LH0184
 LH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL459377(NAD 83)
 LH0184
 LH0184                          SUPERSEDED SURVEY CONTROL
 LH0184
 LH0184  NGVD 29 (??/??/92)  576.106  (m)         1890.11   (f) ADJ UNCH    2 0
 LH0184
 LH0184.Superseded values are not recommended for survey control.
 LH0184
 LH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0184.See file dsdata.pdf to determine how the superseded data were derived.
 LH0184
 LH0184_MARKER: DB = BENCH MARK DISK
 LH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0184_STAMPING: H 284 1949
 LH0184_MARK LOGO: CGS
 LH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0184+STABILITY: SURFACE MOTION
 LH0184
 LH0184  HISTORY     - Date     Condition        Report By
 LH0184  HISTORY     - 1949     MONUMENTED       CGS
 LH0184
 LH0184                          STATION DESCRIPTION
 LH0184
 LH0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0184'1.4 MI N FROM OVINA.
 LH0184'1.4 MILES NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0184'AT OVINA, AT THE SOUTHWEST CORNER OF SECTION 21, T. 12 N.,
 LH0184'R. 10 W., 0.5 MILE NORTH OF A STEEL BRIDGE OVER PRAIRIE CREEK,
 LH0184'226 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 194
 LH0184'FEET EAST OF A CORNER FENCE POST, 27 FEET NORTH OF THE CENTER
 LH0184'LINE OF A SECTION LINE ROAD LEADING EAST, ON THE TOP OF A SMALL
 LH0184'RISE, 1.6 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 LH0184'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0184'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1518 ***********************************************************************
 LH1518  DESIGNATION -  A 285 RESET
 LH1518  PID         -  LH1518
 LH1518  STATE/COUNTY-  NE/HALL
 LH1518  COUNTRY     -  US
 LH1518  USGS QUAD   -  ABBOTT (2017)
 LH1518
 LH1518                         *CURRENT SURVEY CONTROL
 LH1518  ______________________________________________________________________
 LH1518* NAD 83(1986) POSITION- 40 58 03.     (N) 098 28 27.     (W)   SCALED
 LH1518* NAVD 88 ORTHO HEIGHT -   576.95  (meters)     1892.9   (feet) RESET
 LH1518  ______________________________________________________________________
 LH1518  GEOID HEIGHT    -        -24.791 (meters)                     GEOID18
 LH1518  VERT ORDER      -  THIRD
 LH1518
 LH1518.The horizontal coordinates were scaled from a map and have
 LH1518.an estimated accuracy of +/- 6 seconds.
 LH1518
 LH1518.The orthometric height was computed from unverified reset data.
 LH1518
 LH1518.No vertical observational check was made to the station.
 LH1518
 LH1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1518.GEOID18 height accuracy estimate available here.
 LH1518
 LH1518.Click photographs - Photos may exist for this station.
 LH1518
 LH1518;                    North         East    Units  Estimated Accuracy
 LH1518;SPC NE       -   127,060.      628,390.      MT  (+/- 180 meters Scaled)
 LH1518
 LH1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL442352(NAD 83)
 LH1518
 LH1518                          SUPERSEDED SURVEY CONTROL
 LH1518
 LH1518  NGVD 29 (01/31/13)  576.71   (m)         1892.1    (f) RESET       3  
 LH1518
 LH1518.Superseded values are not recommended for survey control.
 LH1518
 LH1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1518.See file dsdata.pdf to determine how the superseded data were derived.
 LH1518
 LH1518_MARKER: DV = VERTICAL CONTROL DISK
 LH1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1518_STAMPING: A 285 RESET 1983
 LH1518_MARK LOGO: NGS
 LH1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1518+STABILITY: SURFACE MOTION
 LH1518
 LH1518  HISTORY     - Date     Condition        Report By
 LH1518  HISTORY     - 1983     MONUMENTED       NGS
 LH1518
 LH1518                          STATION DESCRIPTION
 LH1518
 LH1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1518'8.29 KM (5.15 MI) WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION WITH
 LH1518'US HIGHWAY 281 IN THE NORTHWEST PART OF GRAND ISLAND, AT A GRAVELED
 LH1518'CROSSROAD, 83.52 M (274.02 FT) SOUTH OF THE CENTERLINE OF THE
 LH1518'HIGHWAY, 9.90 M (32.48 FT) WEST OF THE CENTERLINE OF THE GRAVELED
 LH1518'ROAD, 1.07 M (3.51 FT) NORTH OF POWERLINE POLE, 0.46 M (1.51 FT)
 LH1518'SOUTH OF A WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LH1518'THAT IS FLUSH WITH THE GROUND SURFACE AND ABOUT 0.6 M (2.0 FT) LOWER
 LH1518'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0101 ***********************************************************************
 LH0101  DESIGNATION -  A 286
 LH0101  PID         -  LH0101
 LH0101  STATE/COUNTY-  NE/HALL
 LH0101  COUNTRY     -  US
 LH0101  USGS QUAD   -  ALDA (2017)
 LH0101
 LH0101                         *CURRENT SURVEY CONTROL
 LH0101  ______________________________________________________________________
 LH0101* NAD 83(1986) POSITION- 40 46 16.     (N) 098 23 17.     (W)   SCALED
 LH0101* NAVD 88 ORTHO HEIGHT -   595.891 (meters)     1955.02  (feet) ADJUSTED
 LH0101  ______________________________________________________________________
 LH0101  GEOID HEIGHT    -        -25.087 (meters)                     GEOID18
 LH0101  DYNAMIC HEIGHT  -        595.570 (meters)     1953.97  (feet) COMP
 LH0101  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 LH0101
 LH0101  VERT ORDER      -  SECOND    CLASS 0
 LH0101
 LH0101.The horizontal coordinates were scaled from a map and have
 LH0101.an estimated accuracy of +/- 6 seconds.
 LH0101
 LH0101.The orthometric height was determined by differential leveling and
 LH0101.adjusted by the NATIONAL GEODETIC SURVEY
 LH0101.in June 1991.
 LH0101
 LH0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0101.GEOID18 height accuracy estimate available here.
 LH0101
 LH0101.Click photographs - Photos may exist for this station.
 LH0101
 LH0101.The dynamic height is computed by dividing the NAVD 88
 LH0101.geopotential number by the normal gravity value computed on the
 LH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0101.degrees latitude (g = 980.6199 gals.).
 LH0101
 LH0101.The modeled gravity was interpolated from observed gravity values.
 LH0101
 LH0101;                    North         East    Units  Estimated Accuracy
 LH0101;SPC NE       -   105,390.      636,050.      MT  (+/- 180 meters Scaled)
 LH0101
 LH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL516135(NAD 83)
 LH0101
 LH0101                          SUPERSEDED SURVEY CONTROL
 LH0101
 LH0101  NGVD 29 (??/??/92)  595.652  (m)         1954.23   (f) ADJ UNCH    2 0
 LH0101
 LH0101.Superseded values are not recommended for survey control.
 LH0101
 LH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0101.See file dsdata.pdf to determine how the superseded data were derived.
 LH0101
 LH0101_MARKER: DB = BENCH MARK DISK
 LH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0101_STAMPING: A 286 1949
 LH0101_MARK LOGO: CGS
 LH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0101+STABILITY: SURFACE MOTION
 LH0101
 LH0101  HISTORY     - Date     Condition        Report By
 LH0101  HISTORY     - 1949     MONUMENTED       CGS
 LH0101
 LH0101                          STATION DESCRIPTION
 LH0101
 LH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0101'1 MI W FROM DONIPHAN.
 LH0101'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0101'RAILROAD STATION AT DONIPHAN, THENCE 0.7 MILE WEST ALONG A
 LH0101'GRAVELED ROAD, AT THE FARM HOME OF J.E. PANKAV, 174 FEET NORTH
 LH0101'OF THE CENTER LINE OF AN EAST-WEST ROAD, 58.0 FEET NORTHEAST OF
 LH0101'THE NORTHEAST CORNER OF THE HOUSE, 21.0 FEET EAST OF THE SOUTHWEST
 LH0101'CORNER OF THE GARAGE, 1.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 LH0101'OF A GRANARY, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0101'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0444 ***********************************************************************
 LH0444  DESIGNATION -  A 288
 LH0444  PID         -  LH0444
 LH0444  STATE/COUNTY-  NE/HALL
 LH0444  COUNTRY     -  US
 LH0444  USGS QUAD   -  DENMAN (2017)
 LH0444
 LH0444                         *CURRENT SURVEY CONTROL
 LH0444  ______________________________________________________________________
 LH0444* NAD 83(1986) POSITION- 40 42 14.     (N) 098 41 33.     (W)   SCALED
 LH0444* NAVD 88 ORTHO HEIGHT -   611.073 (meters)     2004.83  (feet) ADJUSTED
 LH0444  ______________________________________________________________________
 LH0444  GEOID HEIGHT    -        -24.857 (meters)                     GEOID18
 LH0444  DYNAMIC HEIGHT  -        610.734 (meters)     2003.72  (feet) COMP
 LH0444  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 LH0444
 LH0444  VERT ORDER      -  SECOND    CLASS 0
 LH0444
 LH0444.The horizontal coordinates were scaled from a map and have
 LH0444.an estimated accuracy of +/- 6 seconds.
 LH0444
 LH0444.The orthometric height was determined by differential leveling and
 LH0444.adjusted by the NATIONAL GEODETIC SURVEY
 LH0444.in June 1991.
 LH0444
 LH0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0444.GEOID18 height accuracy estimate available here.
 LH0444
 LH0444.Click photographs - Photos may exist for this station.
 LH0444
 LH0444.The dynamic height is computed by dividing the NAVD 88
 LH0444.geopotential number by the normal gravity value computed on the
 LH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0444.degrees latitude (g = 980.6199 gals.).
 LH0444
 LH0444.The modeled gravity was interpolated from observed gravity values.
 LH0444
 LH0444;                    North         East    Units  Estimated Accuracy
 LH0444;SPC NE       -    97,490.      610,470.      MT  (+/- 180 meters Scaled)
 LH0444
 LH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL259059(NAD 83)
 LH0444
 LH0444                          SUPERSEDED SURVEY CONTROL
 LH0444
 LH0444  NGVD 29 (??/??/92)  610.820  (m)         2004.00   (f) ADJ UNCH    2 0
 LH0444
 LH0444.Superseded values are not recommended for survey control.
 LH0444
 LH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0444.See file dsdata.pdf to determine how the superseded data were derived.
 LH0444
 LH0444_MARKER: DB = BENCH MARK DISK
 LH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0444_STAMPING: A 288 1949
 LH0444_MARK LOGO: CGS
 LH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0444+STABILITY: SURFACE MOTION
 LH0444
 LH0444  HISTORY     - Date     Condition        Report By
 LH0444  HISTORY     - 1949     MONUMENTED       CGS
 LH0444
 LH0444                          STATION DESCRIPTION
 LH0444
 LH0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0444'1.7 MI E FROM DENMAN.
 LH0444'1.7 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0444'SCHOOL AT DENMAN, AT THE NORTHWEST CORNER OF A HAY FIELD AND THE
 LH0444'NORTHEAST CORNER OF A PASTURE, 49 FEET SOUTH OF THE CENTER LINE
 LH0444'OF THE ROAD, 14.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 0.6
 LH0444'FOOT EAST OF A NORTH-SOUTH FENCE, 1.6 FEET NORTH OF A REFERENCE
 LH0444'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0444'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9079 ***********************************************************************
 DG9079  DESIGNATION -  A 289 RESET
 DG9079  PID         -  DG9079
 DG9079  STATE/COUNTY-  NE/KEARNEY
 DG9079  COUNTRY     -  US
 DG9079  USGS QUAD   -  GIBBON SOUTH (2017)
 DG9079
 DG9079                         *CURRENT SURVEY CONTROL
 DG9079  ______________________________________________________________________
 DG9079* NAD 83(1986) POSITION- 40 38 53.     (N) 098 51 57.     (W)   SCALED
 DG9079* NAVD 88 ORTHO HEIGHT -   630.42  (meters)     2068.3   (feet) RESET
 DG9079  ______________________________________________________________________
 DG9079  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 DG9079  VERT ORDER      -  THIRD
 DG9079
 DG9079.The horizontal coordinates were scaled from a map and have
 DG9079.an estimated accuracy of +/- 6 seconds.
 DG9079
 DG9079.The orthometric height was computed from unverified reset data.
 DG9079
 DG9079.No vertical observational check was made to the station.
 DG9079
 DG9079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9079.GEOID18 height accuracy estimate available here.
 DG9079
 DG9079.Click photographs - Photos may exist for this station.
 DG9079
 DG9079;                    North         East    Units  Estimated Accuracy
 DG9079;SPC NE       -    91,090.      595,900.      MT  (+/- 180 meters Scaled)
 DG9079
 DG9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK113996(NAD 83)
 DG9079
 DG9079                          SUPERSEDED SURVEY CONTROL
 DG9079
 DG9079.No superseded survey control is available for this station.
 DG9079
 DG9079_MARKER: DV = VERTICAL CONTROL DISK
 DG9079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9079_STAMPING: A 289 RESET 2004
 DG9079_MARK LOGO: NGS
 DG9079_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9079+STABILITY: SURFACE MOTION
 DG9079
 DG9079  HISTORY     - Date     Condition        Report By
 DG9079  HISTORY     - 2004     MONUMENTED       NEDR
 DG9079
 DG9079                          STATION DESCRIPTION
 DG9079
 DG9079'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004
 DG9079'FROM THE INTERSECTION OF HIGHWAY 10 AND STATE SPUR 50A, GO EAST ON
 DG9079'COUNTY ROAD V 2.0 MILES (3.2 KM) TO COUNTY ROAD 34, TURN LEFT (NORTH
 DG9079'AND GO 0.50 MILES (0.80 KM) TO A T INTERSECTION.  TURN RIGHT (EAST)
 DG9079'AND GO 2.50 MILES (4.02 KM) TO BENCHMARK.  16.5 FEET (5.0 M) WEST OF
 DG9079'CENTERLINE OF FIELD DRIVE (NORTH) , 11.2 FEET (3.4 M) NORTH OF
 DG9079'RAILROAD SPIKE TOP RR TIE POST, 9.01 FEET (2.75 M) NORTH BOTTOM ORANGE
 DG9079'WITNESS POST, 78.00 FEET (23.77 M) SOUTH OF NAIL IN POWER POLE WITH 3
 DG9079'TRANSFORMERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0285 ***********************************************************************
 NO0285  DESIGNATION -  A 29
 NO0285  PID         -  NO0285
 NO0285  STATE/COUNTY-  NE/CHERRY
 NO0285  COUNTRY     -  US
 NO0285  USGS QUAD   -  WILD MARE LAKE SW (2017)
 NO0285
 NO0285                         *CURRENT SURVEY CONTROL
 NO0285  ______________________________________________________________________
 NO0285* NAD 83(1986) POSITION- 42 30 29.     (N) 101 42 13.     (W)   SCALED
 NO0285* NAVD 88 ORTHO HEIGHT -  1074.758 (meters)     3526.10  (feet) ADJUSTED
 NO0285  ______________________________________________________________________
 NO0285  GEOID HEIGHT    -        -19.050 (meters)                     GEOID18
 NO0285  DYNAMIC HEIGHT  -       1074.228 (meters)     3524.36  (feet) COMP
 NO0285  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 NO0285
 NO0285  VERT ORDER      -  SECOND    CLASS 0
 NO0285
 NO0285.The horizontal coordinates were scaled from a map and have
 NO0285.an estimated accuracy of +/- 6 seconds.
 NO0285
 NO0285.The orthometric height was determined by differential leveling and
 NO0285.adjusted by the NATIONAL GEODETIC SURVEY
 NO0285.in June 1991.
 NO0285
 NO0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0285.GEOID18 height accuracy estimate available here.
 NO0285
 NO0285.Click photographs - Photos may exist for this station.
 NO0285
 NO0285.The dynamic height is computed by dividing the NAVD 88
 NO0285.geopotential number by the normal gravity value computed on the
 NO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0285.degrees latitude (g = 980.6199 gals.).
 NO0285
 NO0285.The modeled gravity was interpolated from observed gravity values.
 NO0285
 NO0285;                    North         East    Units  Estimated Accuracy
 NO0285;SPC NE       -   298,360.      360,020.      MT  (+/- 180 meters Scaled)
 NO0285
 NO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN778097(NAD 83)
 NO0285
 NO0285                          SUPERSEDED SURVEY CONTROL
 NO0285
 NO0285  NGVD 29 (??/??/92) 1074.315  (m)         3524.65   (f) ADJ UNCH    2 0
 NO0285
 NO0285.Superseded values are not recommended for survey control.
 NO0285
 NO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0285.See file dsdata.pdf to determine how the superseded data were derived.
 NO0285
 NO0285_MARKER: DB = BENCH MARK DISK
 NO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0285_STAMPING: A 29 1934
 NO0285_MARK LOGO: CGS
 NO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0285+STABILITY: SURFACE MOTION
 NO0285
 NO0285  HISTORY     - Date     Condition        Report By
 NO0285  HISTORY     - 1934     MONUMENTED       CGS
 NO0285  HISTORY     - 1948     GOOD             CGS
 NO0285  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0285
 NO0285                          STATION DESCRIPTION
 NO0285
 NO0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0285'34.6 MI S FROM MERRIMAN.
 NO0285'34.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0285'COUNTY, AT THE FIRST NORTH-AND-SOUTH FENCE CROSSING A VALLEY,
 NO0285'EAST OF THE NORTH MINOR RANCH HOUSE, AT A JOG IN THE FENCE
 NO0285'RUNNING ALONG THE NORTH EDGE OF A VALLEY PASTURE, AND IN A
 NO0285'FENCE CORNER.  A STANDARD DISK, STAMPED A 29 1934 AND SET IN THE
 NO0285'TOP OF A CONCRETE POST.  29.4 MILES (AIR LINE) SOUTH OF MERRIMAN,
 NO0285'1.2 MILES NORTH OF KNUDSEN RANCH HOUSE, NEAR CENTER SECS. 7,
 NO0285'T. 29 N., R. 37 W., 0.6 MILES EAST-NORTHEAST OF WINDMILL, 0.6
 NO0285'MILES EAST-SOUTHEAST OF UNOCCUPIED RANCH BUILDINGS, 508 FEET
 NO0285'NORTHWEST OF TRAIL CROSSING CLIFFORD CREEK, NEAR EAST END OF
 NO0285'VALLEY.
 NO0285
 NO0285                          STATION RECOVERY (1988)
 NO0285
 NO0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0385 ***********************************************************************
 ML0385  DESIGNATION -  A 290 RESET
 ML0385  PID         -  ML0385
 ML0385  STATE/COUNTY-  NE/SHERMAN
 ML0385  COUNTRY     -  US
 ML0385  USGS QUAD   -  ROCKVILLE (2017)
 ML0385
 ML0385                         *CURRENT SURVEY CONTROL
 ML0385  ______________________________________________________________________
 ML0385* NAD 83(1986) POSITION- 41 06 18.     (N) 098 52 06.     (W)   SCALED
 ML0385* NAVD 88 ORTHO HEIGHT -   638.36  (meters)     2094.4   (feet) RESET
 ML0385  ______________________________________________________________________
 ML0385  GEOID HEIGHT    -        -24.171 (meters)                     GEOID18
 ML0385  VERT ORDER      -  THIRD
 ML0385
 ML0385.The horizontal coordinates were scaled from a map and have
 ML0385.an estimated accuracy of +/- 6 seconds.
 ML0385
 ML0385.The orthometric height was computed from unverified reset data.
 ML0385
 ML0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0385.GEOID18 height accuracy estimate available here.
 ML0385
 ML0385.Click photographs - Photos may exist for this station.
 ML0385
 ML0385;                    North         East    Units  Estimated Accuracy
 ML0385;SPC NE       -   141,810.      595,030.      MT  (+/- 180 meters Scaled)
 ML0385
 ML0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL110504(NAD 83)
 ML0385
 ML0385                          SUPERSEDED SURVEY CONTROL
 ML0385
 ML0385.No superseded survey control is available for this station.
 ML0385
 ML0385_MARKER: DB = BENCH MARK DISK
 ML0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0385_STAMPING: A 290 RESET 1972
 ML0385_MARK LOGO: CGS
 ML0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0385+STABILITY: SURFACE MOTION
 ML0385
 ML0385  HISTORY     - Date     Condition        Report By
 ML0385  HISTORY     - 1972     MONUMENTED       NEDR
 ML0385
 ML0385                          STATION DESCRIPTION
 ML0385
 ML0385'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1972
 ML0385'2.6 MI SW FROM ROCKVILLE.
 ML0385'2.6 MILES SOUTHWEST ALONG NEW STATE HIGHWAY 68 FROM THE POST
 ML0385'OFFICE AT ROCKVILLE, 87.1 FEET SOUTH OF THE CENTER LINE OF THE
 ML0385'HIGHWAY, 0.5 FOOT NORTH OF THE EAST-WEST FENCE LINE, OPPOSITE
 ML0385'A 24 INCH ROADWAY CULVERT AND SET IN THE TOP OF A CONCRETE POST
 ML0385'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0392 ***********************************************************************
 ML0392  DESIGNATION -  A 291
 ML0392  PID         -  ML0392
 ML0392  STATE/COUNTY-  NE/BUFFALO
 ML0392  COUNTRY     -  US
 ML0392  USGS QUAD   -  RAVENNA (2017)
 ML0392
 ML0392                         *CURRENT SURVEY CONTROL
 ML0392  ______________________________________________________________________
 ML0392* NAD 83(1986) POSITION- 41 02 49.     (N) 098 55 11.     (W)   SCALED
 ML0392* NAVD 88 ORTHO HEIGHT -   630.167 (meters)     2067.47  (feet) ADJUSTED
 ML0392  ______________________________________________________________________
 ML0392  GEOID HEIGHT    -        -24.184 (meters)                     GEOID18
 ML0392  DYNAMIC HEIGHT  -        629.833 (meters)     2066.38  (feet) COMP
 ML0392  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 ML0392
 ML0392  VERT ORDER      -  SECOND    CLASS 0
 ML0392
 ML0392.The horizontal coordinates were scaled from a map and have
 ML0392.an estimated accuracy of +/- 6 seconds.
 ML0392
 ML0392.The orthometric height was determined by differential leveling and
 ML0392.adjusted by the NATIONAL GEODETIC SURVEY
 ML0392.in June 1991.
 ML0392
 ML0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0392.GEOID18 height accuracy estimate available here.
 ML0392
 ML0392.Click photographs - Photos may exist for this station.
 ML0392
 ML0392.The dynamic height is computed by dividing the NAVD 88
 ML0392.geopotential number by the normal gravity value computed on the
 ML0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0392.degrees latitude (g = 980.6199 gals.).
 ML0392
 ML0392.The modeled gravity was interpolated from observed gravity values.
 ML0392
 ML0392;                    North         East    Units  Estimated Accuracy
 ML0392;SPC NE       -   135,310.      590,790.      MT  (+/- 180 meters Scaled)
 ML0392
 ML0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL067439(NAD 83)
 ML0392
 ML0392                          SUPERSEDED SURVEY CONTROL
 ML0392
 ML0392  NGVD 29 (??/??/92)  629.926  (m)         2066.68   (f) ADJ UNCH    2 0
 ML0392
 ML0392.Superseded values are not recommended for survey control.
 ML0392
 ML0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0392.See file dsdata.pdf to determine how the superseded data were derived.
 ML0392
 ML0392_MARKER: DB = BENCH MARK DISK
 ML0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0392_STAMPING: A 291 1949
 ML0392_MARK LOGO: CGS
 ML0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0392+STABILITY: SURFACE MOTION
 ML0392
 ML0392  HISTORY     - Date     Condition        Report By
 ML0392  HISTORY     - 1949     MONUMENTED       CGS
 ML0392  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0392
 ML0392                          STATION DESCRIPTION
 ML0392
 ML0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0392'1.8 MI N FROM RAVENNA.
 ML0392'1.4 MILES NORTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0392'AT RAVENNA, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY NO. 45,
 ML0392'0.4 MILE WEST OF THE NORTHEAST CORNER OF SECTION 5, T. 12 N.,
 ML0392'R. 14 W., AT A T-JUNCTION OF ROADS, 76 FEET SOUTHEAST OF A
 ML0392'CONCRETE GUARD POST AT THE WEST END OF A CONCRETE CULVERT
 ML0392'UNDER THE SIDE ROAD LEADING NORTH, 31 FEET SOUTH OF THE CENTER
 ML0392'LINE OF THE HIGHWAY, 27 FEET EAST OF A POINT ON THE PROJECTED
 ML0392'CENTER LINE OF THE SIDE ROAD, 3 FEET SOUTHEAST OF A TELEPHONE
 ML0392'POLE, 0.9 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 ML0392'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0392'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0392
 ML0392                          STATION RECOVERY (1995)
 ML0392
 ML0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0392'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0417 ***********************************************************************
 LH0417  DESIGNATION -  A 292
 LH0417  PID         -  LH0417
 LH0417  STATE/COUNTY-  NE/BUFFALO
 LH0417  COUNTRY     -  US
 LH0417  USGS QUAD   -  CAMERON (2017)
 LH0417
 LH0417                         *CURRENT SURVEY CONTROL
 LH0417  ______________________________________________________________________
 LH0417* NAD 83(1986) POSITION- 40 54 09.     (N) 098 44 26.     (W)   SCALED
 LH0417* NAVD 88 ORTHO HEIGHT -   628.560 (meters)     2062.20  (feet) ADJUSTED
 LH0417  ______________________________________________________________________
 LH0417  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 LH0417  DYNAMIC HEIGHT  -        628.215 (meters)     2061.07  (feet) COMP
 LH0417  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 LH0417
 LH0417  VERT ORDER      -  FIRST     CLASS II
 LH0417
 LH0417.The horizontal coordinates were scaled from a map and have
 LH0417.an estimated accuracy of +/- 6 seconds.
 LH0417
 LH0417.The orthometric height was determined by differential leveling and
 LH0417.adjusted by the NATIONAL GEODETIC SURVEY
 LH0417.in June 1991.
 LH0417
 LH0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0417.GEOID18 height accuracy estimate available here.
 LH0417
 LH0417.Click photographs - Photos may exist for this station.
 LH0417
 LH0417.The dynamic height is computed by dividing the NAVD 88
 LH0417.geopotential number by the normal gravity value computed on the
 LH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0417.degrees latitude (g = 980.6199 gals.).
 LH0417
 LH0417.The modeled gravity was interpolated from observed gravity values.
 LH0417
 LH0417;                    North         East    Units  Estimated Accuracy
 LH0417;SPC NE       -   119,480.      606,090.      MT  (+/- 180 meters Scaled)
 LH0417
 LH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218279(NAD 83)
 LH0417
 LH0417                          SUPERSEDED SURVEY CONTROL
 LH0417
 LH0417  NGVD 29 (??/??/92)  628.304  (m)         2061.36   (f) ADJ UNCH    1 2
 LH0417
 LH0417.Superseded values are not recommended for survey control.
 LH0417
 LH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0417.See file dsdata.pdf to determine how the superseded data were derived.
 LH0417
 LH0417_MARKER: DB = BENCH MARK DISK
 LH0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0417_STAMPING: A 292 1949
 LH0417_MARK LOGO: CGS
 LH0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0417+STABILITY: SURFACE MOTION
 LH0417
 LH0417  HISTORY     - Date     Condition        Report By
 LH0417  HISTORY     - 1949     MONUMENTED       CGS
 LH0417
 LH0417                          STATION DESCRIPTION
 LH0417
 LH0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0417'8.5 MI N FROM SHELTON.
 LH0417'8.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0417'SHELTON, AT THE NORTHWEST CORNER OF SECTION 25, T. 11 N., R. 13 W.,
 LH0417'AT A T-JUNCTION OF ROADS, 85 FEET EAST OF THE CENTER LINE OF THE
 LH0417'NORTH-SOUTH ROAD, 98 FEET NORTHEAST OF THE NORTHEAST CORNER
 LH0417'OF A WOODEN BRIDGE, 24 FEET NORTH OF THE CENTER LINE OF A SIDE
 LH0417'ROAD LEADING EAST, ON THE EAST SLOPE OF A HILL, 1.4 FEET NORTH
 LH0417'OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 LH0417'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0417'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE SOUTH
 LH0417'OF BENCH MARK B 292.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0636 ***********************************************************************
 LH0636  DESIGNATION -  A 293
 LH0636  PID         -  LH0636
 LH0636  STATE/COUNTY-  NE/BUFFALO
 LH0636  COUNTRY     -  US
 LH0636  USGS QUAD   -  RIVERDALE (2017)
 LH0636
 LH0636                         *CURRENT SURVEY CONTROL
 LH0636  ______________________________________________________________________
 LH0636* NAD 83(1986) POSITION- 40 47 44.     (N) 099 11 23.     (W)   SCALED
 LH0636* NAVD 88 ORTHO HEIGHT -   668.522 (meters)     2193.31  (feet) ADJUSTED
 LH0636  ______________________________________________________________________
 LH0636  GEOID HEIGHT    -        -24.200 (meters)                     GEOID18
 LH0636  DYNAMIC HEIGHT  -        668.144 (meters)     2192.07  (feet) COMP
 LH0636  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 LH0636
 LH0636  VERT ORDER      -  SECOND    CLASS 0
 LH0636
 LH0636.The horizontal coordinates were scaled from a map and have
 LH0636.an estimated accuracy of +/- 6 seconds.
 LH0636
 LH0636.The orthometric height was determined by differential leveling and
 LH0636.adjusted by the NATIONAL GEODETIC SURVEY
 LH0636.in June 1991.
 LH0636
 LH0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0636.GEOID18 height accuracy estimate available here.
 LH0636
 LH0636.Click photographs - Photos may exist for this station.
 LH0636
 LH0636.The dynamic height is computed by dividing the NAVD 88
 LH0636.geopotential number by the normal gravity value computed on the
 LH0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0636.degrees latitude (g = 980.6199 gals.).
 LH0636
 LH0636.The modeled gravity was interpolated from observed gravity values.
 LH0636
 LH0636;                    North         East    Units  Estimated Accuracy
 LH0636;SPC NE       -   107,150.      568,360.      MT  (+/- 180 meters Scaled)
 LH0636
 LH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML839160(NAD 83)
 LH0636
 LH0636                          SUPERSEDED SURVEY CONTROL
 LH0636
 LH0636  NGVD 29 (??/??/92)  668.272  (m)         2192.49   (f) ADJ UNCH    2 0
 LH0636
 LH0636.Superseded values are not recommended for survey control.
 LH0636
 LH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0636.See file dsdata.pdf to determine how the superseded data were derived.
 LH0636
 LH0636_MARKER: DB = BENCH MARK DISK
 LH0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0636_STAMPING: A 293 1949
 LH0636_MARK LOGO: CGS
 LH0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0636+STABILITY: SURFACE MOTION
 LH0636
 LH0636  HISTORY     - Date     Condition        Report By
 LH0636  HISTORY     - 1949     MONUMENTED       CGS
 LH0636  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0636
 LH0636                          STATION DESCRIPTION
 LH0636
 LH0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0636'1.6 MI NW FROM RIVERDALE.
 LH0636'1.6 MILES NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0636'PACIFIC RAILROAD STATION AT RIVERDALE, ABOUT 0.3 MILE SOUTHEAST
 LH0636'OF A LARGE 2-STORY FARMHOUSE ON THE NORTHEAST SIDE OF THE
 LH0636'HIGHWAY, BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS, ON TOP OF
 LH0636'A CUT BANK, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0636'TRACK, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 LH0636'FOOT SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE
 LH0636'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0636'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0636
 LH0636                          STATION RECOVERY (1983)
 LH0636
 LH0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0636'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7419 ***********************************************************************
 AA7419  DESIGNATION -  A 293 RESET
 AA7419  PID         -  AA7419
 AA7419  STATE/COUNTY-  NE/BUFFALO
 AA7419  COUNTRY     -  US
 AA7419  USGS QUAD   -  RIVERDALE (2017)
 AA7419
 AA7419                         *CURRENT SURVEY CONTROL
 AA7419  ______________________________________________________________________
 AA7419* NAD 83(1986) POSITION- 40 47 45.     (N) 099 11 23.     (W)   SCALED
 AA7419* NAVD 88 ORTHO HEIGHT -   668.18  (+/-2cm)     2192.2   (feet) VERTCON
 AA7419  ______________________________________________________________________
 AA7419  GEOID HEIGHT    -        -24.200 (meters)                     GEOID18
 AA7419  VERT ORDER      -  THIRD (See Below)
 AA7419
 AA7419.The horizontal coordinates were scaled from a map and have
 AA7419.an estimated accuracy of +/- 6 seconds.
 AA7419
 AA7419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7419
 AA7419.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7419.GEOID18 height accuracy estimate available here.
 AA7419
 AA7419.The vertical order pertains to the NGVD 29 superseded value.
 AA7419
 AA7419.Click photographs - Photos may exist for this station.
 AA7419
 AA7419;                    North         East    Units  Estimated Accuracy
 AA7419;SPC NE       -   107,190.      568,360.      MT  (+/- 180 meters Scaled)
 AA7419
 AA7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML839161(NAD 83)
 AA7419
 AA7419                          SUPERSEDED SURVEY CONTROL
 AA7419
 AA7419  NGVD 29 (01/31/13)  667.93   (m)         2191.4    (f) RESET       3  
 AA7419
 AA7419.Superseded values are not recommended for survey control.
 AA7419
 AA7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7419.See file dsdata.pdf to determine how the superseded data were derived.
 AA7419
 AA7419_MARKER: DV = VERTICAL CONTROL DISK
 AA7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7419_STAMPING: A 293 RESET 1993
 AA7419_MARK LOGO: NGS
 AA7419_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7419+STABILITY: SURFACE MOTION
 AA7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7419+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7419
 AA7419  HISTORY     - Date     Condition        Report By
 AA7419  HISTORY     - 1993     MONUMENTED       NGS
 AA7419
 AA7419                          STATION DESCRIPTION
 AA7419
 AA7419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7419'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST FROM RIVERDALE, ON
 AA7419'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 40 AND IN THE NW1/4 OF THE
 AA7419'WEST 1/2, SEC31, A 2 MILE (3.2 KM) SECTION, IN T10N, R16W. TO REACH
 AA7419'THE MARK FROM THE JUNCTION OF STATE HIGHWAY 40 WITH ELM STREET AND 3RD
 AA7419'AVENEUE, IN RIVERDALE, GO NORTHWEST ON HIGHWAY 40 FOR 1.5 MI (2.4 KM)
 AA7419'TO THE MARK ON THE RIGHT, AT A FIELD ENTRANCE. THE DISK IS SET INTO
 AA7419'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.1 FT (3.0 CM)
 AA7419'ABOVE THE GROUND.  IT IS 20.3 M (66.6 FT) NORTHEAST FROM THE
 AA7419'CENTERLINE OF THE HIGHWAY, 2.1 M (6.9 FT) SOUTHEAST OF THE CENTERLINE
 AA7419'OF THE FIELD ENTRANCE, AND 1.6 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 AA7419'MAGNETS WERE PLACED IN THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0621 ***********************************************************************
 LH0621  DESIGNATION -  A 294
 LH0621  PID         -  LH0621
 LH0621  STATE/COUNTY-  NE/BUFFALO
 LH0621  COUNTRY     -  US
 LH0621  USGS QUAD   -  MILLER NE (2017)
 LH0621
 LH0621                         *CURRENT SURVEY CONTROL
 LH0621  ______________________________________________________________________
 LH0621* NAD 83(1986) POSITION- 40 55 53.     (N) 099 15 16.     (W)   SCALED
 LH0621* NAVD 88 ORTHO HEIGHT -   687.565 (meters)     2255.79  (feet) ADJUSTED
 LH0621  ______________________________________________________________________
 LH0621  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 LH0621  DYNAMIC HEIGHT  -        687.181 (meters)     2254.53  (feet) COMP
 LH0621  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 LH0621
 LH0621  VERT ORDER      -  SECOND    CLASS 0
 LH0621
 LH0621.The horizontal coordinates were scaled from a map and have
 LH0621.an estimated accuracy of +/- 6 seconds.
 LH0621
 LH0621.The orthometric height was determined by differential leveling and
 LH0621.adjusted by the NATIONAL GEODETIC SURVEY
 LH0621.in June 1991.
 LH0621
 LH0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0621.GEOID18 height accuracy estimate available here.
 LH0621
 LH0621.Click photographs - Photos may exist for this station.
 LH0621
 LH0621.The dynamic height is computed by dividing the NAVD 88
 LH0621.geopotential number by the normal gravity value computed on the
 LH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0621.degrees latitude (g = 980.6199 gals.).
 LH0621
 LH0621.The modeled gravity was interpolated from observed gravity values.
 LH0621
 LH0621;                    North         East    Units  Estimated Accuracy
 LH0621;SPC NE       -   122,180.      562,770.      MT  (+/- 180 meters Scaled)
 LH0621
 LH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785311(NAD 83)
 LH0621
 LH0621                          SUPERSEDED SURVEY CONTROL
 LH0621
 LH0621  NGVD 29 (??/??/92)  687.312  (m)         2254.96   (f) ADJ UNCH    2 0
 LH0621
 LH0621.Superseded values are not recommended for survey control.
 LH0621
 LH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0621.See file dsdata.pdf to determine how the superseded data were derived.
 LH0621
 LH0621_MARKER: DB = BENCH MARK DISK
 LH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0621_STAMPING: A 294 1949
 LH0621_MARK LOGO: CGS
 LH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0621+STABILITY: SURFACE MOTION
 LH0621
 LH0621  HISTORY     - Date     Condition        Report By
 LH0621  HISTORY     - 1949     MONUMENTED       CGS
 LH0621
 LH0621                          STATION DESCRIPTION
 LH0621
 LH0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0621'6.9 MI N FROM AMHERST.
 LH0621'6.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0621'AMHERST, AT THE NORTHWEST CORNER OF SECTION 15, T. 11 N.,
 LH0621'R. 17 W., JUST NORTH OF A POND, IN THE SOUTHEAST QUARTER OF A
 LH0621'PUBLIC ROAD CROSSING, 112 FEET EAST OF THE CENTER LINE OF THE
 LH0621'NORTH-SOUTH ROAD, 84 FEET EAST OF A CORNER FENCE POST, 35 FEET
 LH0621'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.4 FEET NORTH
 LH0621'OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 LH0621'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0621'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0657 ***********************************************************************
 LH0657  DESIGNATION -  A 295
 LH0657  PID         -  LH0657
 LH0657  STATE/COUNTY-  NE/BUFFALO
 LH0657  COUNTRY     -  US
 LH0657  USGS QUAD   -  MILLER NE (2017)
 LH0657
 LH0657                         *CURRENT SURVEY CONTROL
 LH0657  ______________________________________________________________________
 LH0657* NAD 83(1986) POSITION- 40 55 06.     (N) 099 20 57.     (W)   SCALED
 LH0657* NAVD 88 ORTHO HEIGHT -   699.962 (meters)     2296.46  (feet) ADJUSTED
 LH0657  ______________________________________________________________________
 LH0657  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 LH0657  DYNAMIC HEIGHT  -        699.567 (meters)     2295.16  (feet) COMP
 LH0657  MODELED GRAVITY -    980,036.8   (mgal)                       NAVD 88
 LH0657
 LH0657  VERT ORDER      -  SECOND    CLASS 0
 LH0657
 LH0657.The horizontal coordinates were scaled from a map and have
 LH0657.an estimated accuracy of +/- 6 seconds.
 LH0657
 LH0657.The orthometric height was determined by differential leveling and
 LH0657.adjusted by the NATIONAL GEODETIC SURVEY
 LH0657.in June 1991.
 LH0657
 LH0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0657.GEOID18 height accuracy estimate available here.
 LH0657
 LH0657.Click photographs - Photos may exist for this station.
 LH0657
 LH0657.The dynamic height is computed by dividing the NAVD 88
 LH0657.geopotential number by the normal gravity value computed on the
 LH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0657.degrees latitude (g = 980.6199 gals.).
 LH0657
 LH0657.The modeled gravity was interpolated from observed gravity values.
 LH0657
 LH0657;                    North         East    Units  Estimated Accuracy
 LH0657;SPC NE       -   120,670.      554,810.      MT  (+/- 180 meters Scaled)
 LH0657
 LH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML705297(NAD 83)
 LH0657
 LH0657                          SUPERSEDED SURVEY CONTROL
 LH0657
 LH0657  NGVD 29 (??/??/92)  699.704  (m)         2295.61   (f) ADJ UNCH    2 0
 LH0657
 LH0657.Superseded values are not recommended for survey control.
 LH0657
 LH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0657.See file dsdata.pdf to determine how the superseded data were derived.
 LH0657
 LH0657_MARKER: DB = BENCH MARK DISK
 LH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0657_STAMPING: A 295 1949
 LH0657_MARK LOGO: CGS
 LH0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0657+STABILITY: SURFACE MOTION
 LH0657
 LH0657  HISTORY     - Date     Condition        Report By
 LH0657  HISTORY     - 1949     MONUMENTED       CGS
 LH0657
 LH0657                          STATION DESCRIPTION
 LH0657
 LH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0657'2 MI SE FROM MILLER.
 LH0657'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE JUNCTION
 LH0657'OF STATE HIGHWAY NO. 40 WITH U.S. HIGHWAY NO. 183 AT MILLER,
 LH0657'AT THE CROSSING OF THE HIGHWAY AND THE UNION PACIFIC RAILROAD,
 LH0657'107 FEET NORTH OF THE WATERTOWN ONE MILE SIGN POST, 50 FEET
 LH0657'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST
 LH0657'OF THE NORTHEAST RAIL OF THE TRACK, 2.3 FEET SOUTHEAST OF THE
 LH0657'5TH POLE SOUTHEAST OF MILEPOST NO. 24, 2.1 FEET SOUTHWEST OF A
 LH0657'FENCE, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 LH0657'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0657'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0929 ***********************************************************************
 MJ0929  DESIGNATION -  A 296
 MJ0929  PID         -  MJ0929
 MJ0929  STATE/COUNTY-  NE/CASS
 MJ0929  COUNTRY     -  US
 MJ0929  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0929
 MJ0929                         *CURRENT SURVEY CONTROL
 MJ0929  ______________________________________________________________________
 MJ0929* NAD 83(1986) POSITION- 41 00 09.     (N) 095 53 44.     (W)   SCALED
 MJ0929* NAVD 88 ORTHO HEIGHT -   320.562 (meters)     1051.71  (feet) ADJUSTED
 MJ0929  ______________________________________________________________________
 MJ0929  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 MJ0929  DYNAMIC HEIGHT  -        320.426 (meters)     1051.26  (feet) COMP
 MJ0929  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 MJ0929
 MJ0929  VERT ORDER      -  SECOND    CLASS 0
 MJ0929
 MJ0929.The horizontal coordinates were scaled from a map and have
 MJ0929.an estimated accuracy of +/- 6 seconds.
 MJ0929
 MJ0929.The orthometric height was determined by differential leveling and
 MJ0929.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0929.in June 1991.
 MJ0929
 MJ0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0929.GEOID18 height accuracy estimate available here.
 MJ0929
 MJ0929.Click photographs - Photos may exist for this station.
 MJ0929
 MJ0929.The dynamic height is computed by dividing the NAVD 88
 MJ0929.geopotential number by the normal gravity value computed on the
 MJ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0929.degrees latitude (g = 980.6199 gals.).
 MJ0929
 MJ0929.The modeled gravity was interpolated from observed gravity values.
 MJ0929
 MJ0929;                    North         East    Units  Estimated Accuracy
 MJ0929;SPC NE       -   138,000.      845,080.      MT  (+/- 180 meters Scaled)
 MJ0929
 MJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564430(NAD 83)
 MJ0929
 MJ0929                          SUPERSEDED SURVEY CONTROL
 MJ0929
 MJ0929  NGVD 29 (??/??/92)  320.463  (m)         1051.39   (f) ADJ UNCH    2 0
 MJ0929
 MJ0929.Superseded values are not recommended for survey control.
 MJ0929
 MJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0929.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0929
 MJ0929_MARKER: DB = BENCH MARK DISK
 MJ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0929_STAMPING: A 296 1949
 MJ0929_MARK LOGO: CGS
 MJ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0929+STABILITY: SURFACE MOTION
 MJ0929
 MJ0929  HISTORY     - Date     Condition        Report By
 MJ0929  HISTORY     - 1949     MONUMENTED       CGS
 MJ0929
 MJ0929                          STATION DESCRIPTION
 MJ0929
 MJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0929'1 MI SW FROM PLATTSMOUTH.
 MJ0929'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0929'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73 AND
 MJ0929'34, AT THE JUNCTION OF THE PLATTSMOUTH-LOUISVILLE ROAD LEADING
 MJ0929'WEST, ON THE EAST SLOPE OF A HILL, 212 FEET WEST OF THE CENTER
 MJ0929'LINE OF THE HIGHWAY, 60 FEET EAST OF A POWER LINE POLE, 40 FEET
 MJ0929'NORTH OF THE CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD, 1.0
 MJ0929'FOOT SOUTH OF A WHITE BOARD FENCE, 1.4 FEET EAST OF A REFERENCE
 MJ0929'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.6
 MJ0929'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1110 ***********************************************************************
 LF1110  DESIGNATION -  A 297
 LF1110  PID         -  LF1110
 LF1110  STATE/COUNTY-  NE/CASS
 LF1110  COUNTRY     -  US
 LF1110  USGS QUAD   -  MURRAY (2017)
 LF1110
 LF1110                         *CURRENT SURVEY CONTROL
 LF1110  ______________________________________________________________________
 LF1110* NAD 83(1986) POSITION- 40 54 54.     (N) 095 56 57.     (W)   SCALED
 LF1110* NAVD 88 ORTHO HEIGHT -   365.695 (meters)     1199.78  (feet) ADJUSTED
 LF1110  ______________________________________________________________________
 LF1110  GEOID HEIGHT    -        -27.363 (meters)                     GEOID18
 LF1110  DYNAMIC HEIGHT  -        365.540 (meters)     1199.28  (feet) COMP
 LF1110  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 LF1110
 LF1110  VERT ORDER      -  SECOND    CLASS 0
 LF1110
 LF1110.The horizontal coordinates were scaled from a map and have
 LF1110.an estimated accuracy of +/- 6 seconds.
 LF1110
 LF1110.The orthometric height was determined by differential leveling and
 LF1110.adjusted by the NATIONAL GEODETIC SURVEY
 LF1110.in June 1991.
 LF1110
 LF1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1110.GEOID18 height accuracy estimate available here.
 LF1110
 LF1110.Click photographs - Photos may exist for this station.
 LF1110
 LF1110.The dynamic height is computed by dividing the NAVD 88
 LF1110.geopotential number by the normal gravity value computed on the
 LF1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1110.degrees latitude (g = 980.6199 gals.).
 LF1110
 LF1110.The modeled gravity was interpolated from observed gravity values.
 LF1110
 LF1110;                    North         East    Units  Estimated Accuracy
 LF1110;SPC NE       -   128,090.      841,030.      MT  (+/- 180 meters Scaled)
 LF1110
 LF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF516335(NAD 83)
 LF1110
 LF1110                          SUPERSEDED SURVEY CONTROL
 LF1110
 LF1110  NGVD 29 (??/??/92)  365.593  (m)         1199.45   (f) ADJ UNCH    2 0
 LF1110
 LF1110.Superseded values are not recommended for survey control.
 LF1110
 LF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1110.See file dsdata.pdf to determine how the superseded data were derived.
 LF1110
 LF1110_MARKER: DB = BENCH MARK DISK
 LF1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1110_STAMPING: A 297 1949
 LF1110_MARK LOGO: CGS
 LF1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1110+STABILITY: SURFACE MOTION
 LF1110
 LF1110  HISTORY     - Date     Condition        Report By
 LF1110  HISTORY     - 1949     MONUMENTED       CGS
 LF1110
 LF1110                          STATION DESCRIPTION
 LF1110
 LF1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF1110'1.2 MI W FROM MURRAY.
 LF1110'1.25 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE MISSOURI
 LF1110'PACIFIC RAILWAY STATION AT MURRAY, AT THE JUNCTION OF A DIRT
 LF1110'ROAD LEADING NORTH, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LF1110'1.4 FEET EAST OF THE MOST EASTERLY ONE OF 3 BRACED POWER LINE POLES,
 LF1110'1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 LF1110'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2206 ***********************************************************************
 MK2206  DESIGNATION -  A 298 RESET
 MK2206  PID         -  MK2206
 MK2206  STATE/COUNTY-  NE/SAUNDERS
 MK2206  COUNTRY     -  US
 MK2206  USGS QUAD   -  WAHOO EAST (2017)
 MK2206
 MK2206                         *CURRENT SURVEY CONTROL
 MK2206  ______________________________________________________________________
 MK2206* NAD 83(1986) POSITION- 41 13 08.     (N) 096 34 47.     (W)   SCALED
 MK2206* NAVD 88 ORTHO HEIGHT -   369.69  (meters)     1212.9   (feet) RESET
 MK2206  ______________________________________________________________________
 MK2206  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 MK2206  VERT ORDER      -  THIRD
 MK2206
 MK2206.The horizontal coordinates were scaled from a map and have
 MK2206.an estimated accuracy of +/- 6 seconds.
 MK2206
 MK2206.The orthometric height was computed from unverified reset data.
 MK2206
 MK2206.No vertical observational check was made to the station.
 MK2206
 MK2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2206.GEOID18 height accuracy estimate available here.
 MK2206
 MK2206.Click photographs - Photos may exist for this station.
 MK2206
 MK2206;                    North         East    Units  Estimated Accuracy
 MK2206;SPC NE       -   159,500.      786,640.      MT  (+/- 180 meters Scaled)
 MK2206
 MK2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL028658(NAD 83)
 MK2206
 MK2206                          SUPERSEDED SURVEY CONTROL
 MK2206
 MK2206  NGVD 29 (01/31/13)  369.55   (m)         1212.4    (f) RESET       3  
 MK2206
 MK2206.Superseded values are not recommended for survey control.
 MK2206
 MK2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2206.See file dsdata.pdf to determine how the superseded data were derived.
 MK2206
 MK2206_MARKER: DV = VERTICAL CONTROL DISK
 MK2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2206_STAMPING: A 298 RESET 1984
 MK2206_MARK LOGO: NGS
 MK2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2206+STABILITY: SURFACE MOTION
 MK2206
 MK2206  HISTORY     - Date     Condition        Report By
 MK2206  HISTORY     - 1984     MONUMENTED       NEDR
 MK2206
 MK2206                          STATION DESCRIPTION
 MK2206
 MK2206'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1984
 MK2206'1.0 MILE (1.6 KM) NORTHEAST ALONG US HIGHWAYS 77 AND 92 FROM THE
 MK2206'COURTHOUSE AT WAHOO, THENCE 1.95 MILES (3.14 KM) EAST ALONG A
 MK2206'GRAVELED ROAD TO COUNTY ROAD INTERSECTION, CONTINUE EAST FROM CENTER
 MK2206'OF INTERSECTION 750 FEET (228.6 M) TO BENCH MARK ON SOUTH
 MK2206'RIGHT-OF-WAY OF GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0764 ***********************************************************************
 MK0764  DESIGNATION -  A 299
 MK0764  PID         -  MK0764
 MK0764  STATE/COUNTY-  NE/SAUNDERS
 MK0764  COUNTRY     -  US
 MK0764  USGS QUAD   -  MEAD (2017)
 MK0764
 MK0764                         *CURRENT SURVEY CONTROL
 MK0764  ______________________________________________________________________
 MK0764* NAD 83(1986) POSITION- 41 07 56.     (N) 096 25 31.     (W)   SCALED
 MK0764* NAVD 88 ORTHO HEIGHT -   346.617 (meters)     1137.19  (feet) ADJUSTED
 MK0764  ______________________________________________________________________
 MK0764  GEOID HEIGHT    -        -26.612 (meters)                     GEOID18
 MK0764  DYNAMIC HEIGHT  -        346.470 (meters)     1136.71  (feet) COMP
 MK0764  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 MK0764
 MK0764  VERT ORDER      -  SECOND    CLASS 0
 MK0764
 MK0764.The horizontal coordinates were scaled from a map and have
 MK0764.an estimated accuracy of +/- 6 seconds.
 MK0764
 MK0764.The orthometric height was determined by differential leveling and
 MK0764.adjusted by the NATIONAL GEODETIC SURVEY
 MK0764.in June 1991.
 MK0764
 MK0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0764.GEOID18 height accuracy estimate available here.
 MK0764
 MK0764.Click photographs - Photos may exist for this station.
 MK0764
 MK0764.The dynamic height is computed by dividing the NAVD 88
 MK0764.geopotential number by the normal gravity value computed on the
 MK0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0764.degrees latitude (g = 980.6199 gals.).
 MK0764
 MK0764.The modeled gravity was interpolated from observed gravity values.
 MK0764
 MK0764;                    North         East    Units  Estimated Accuracy
 MK0764;SPC NE       -   150,410.      799,980.      MT  (+/- 180 meters Scaled)
 MK0764
 MK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL161566(NAD 83)
 MK0764
 MK0764                          SUPERSEDED SURVEY CONTROL
 MK0764
 MK0764  NGVD 29 (??/??/92)  346.500  (m)         1136.81   (f) ADJ UNCH    2 0
 MK0764
 MK0764.Superseded values are not recommended for survey control.
 MK0764
 MK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0764.See file dsdata.pdf to determine how the superseded data were derived.
 MK0764
 MK0764_MARKER: DB = BENCH MARK DISK
 MK0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0764_STAMPING: A 299 1950
 MK0764_MARK LOGO: CGS
 MK0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0764+STABILITY: SURFACE MOTION
 MK0764
 MK0764  HISTORY     - Date     Condition        Report By
 MK0764  HISTORY     - 1950     MONUMENTED       CGS
 MK0764  HISTORY     - 20090217 MARK NOT FOUND   NEDR
 MK0764
 MK0764                          STATION DESCRIPTION
 MK0764
 MK0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0764'2.8 MI N FROM MEMPHIS.
 MK0764'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0764'THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 63, ON THE OUTSIDE
 MK0764'OF A CURVE IN THE HIGHWAY, 250 FEET NORTHEAST OF THE CENTER LINE
 MK0764'OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF A ROAD
 MK0764'LEADING NORTH, 45 FEET NORTH OF THE CENTER LINE OF AN EAST
 MK0764'AND WEST ROAD, 30.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MK0764'A GUARD HOUSE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS
 MK0764'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK0764'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK
 MK0764'D 299.
 MK0764
 MK0764                          STATION RECOVERY (2009)
 MK0764
 MK0764'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0764'BELIEVED DESTROYED DUE TO NEW DRIVEWAY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0006 ***********************************************************************
 NO0006  DESIGNATION -  A 3
 NO0006  PID         -  NO0006
 NO0006  STATE/COUNTY-  NE/BROWN
 NO0006  COUNTRY     -  US
 NO0006  USGS QUAD   -  JOHNSTOWN (2017)
 NO0006
 NO0006                         *CURRENT SURVEY CONTROL
 NO0006  ______________________________________________________________________
 NO0006* NAD 83(1986) POSITION- 42 33 37.05   (N) 100 01 05.49   (W)   HD_HELD1
 NO0006* NAVD 88 ORTHO HEIGHT -   789.394 (meters)     2589.87  (feet) ADJUSTED
 NO0006  ______________________________________________________________________
 NO0006  GEOID HEIGHT    -        -22.345 (meters)                     GEOID18
 NO0006  DYNAMIC HEIGHT  -        789.061 (meters)     2588.78  (feet) COMP
 NO0006  MODELED GRAVITY -    980,172.5   (mgal)                       NAVD 88
 NO0006
 NO0006  VERT ORDER      -  FIRST     CLASS II
 NO0006
 NO0006.The horizontal coordinates were determined by differentially corrected
 NO0006.hand held GPS observations or other comparable positioning techniques
 NO0006.and have an estimated accuracy of +/- 3 meters.
 NO0006
 NO0006.The orthometric height was determined by differential leveling and
 NO0006.adjusted by the NATIONAL GEODETIC SURVEY
 NO0006.in June 1991.
 NO0006
 NO0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0006.GEOID18 height accuracy estimate available here.
 NO0006
 NO0006.Click photographs - Photos may exist for this station.
 NO0006
 NO0006.The dynamic height is computed by dividing the NAVD 88
 NO0006.geopotential number by the normal gravity value computed on the
 NO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0006.degrees latitude (g = 980.6199 gals.).
 NO0006
 NO0006.The modeled gravity was interpolated from observed gravity values.
 NO0006
 NO0006;                    North         East    Units  Estimated Accuracy
 NO0006;SPC NE       -   302,779.3     498,506.4     MT  (+/- 3 meters HH1 GPS) 
 NO0006
 NO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1641912490(NAD 83)
 NO0006
 NO0006                          SUPERSEDED SURVEY CONTROL
 NO0006
 NO0006  NGVD 29 (??/??/92)  789.096  (m)         2588.89   (f) ADJ UNCH    1 2
 NO0006
 NO0006.Superseded values are not recommended for survey control.
 NO0006
 NO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0006.See file dsdata.pdf to determine how the superseded data were derived.
 NO0006
 NO0006_MARKER: H = DRILL HOLE
 NO0006_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0006_MARK LOGO: CGS
 NO0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0006
 NO0006  HISTORY     - Date     Condition        Report By
 NO0006  HISTORY     - 1901     MONUMENTED       CGS
 NO0006  HISTORY     - 1946     GOOD             CGS
 NO0006  HISTORY     - 19971128 GOOD             LOCSUR
 NO0006
 NO0006                          STATION DESCRIPTION
 NO0006
 NO0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0006'2 MI E FROM JOHNSTOWN.
 NO0006'2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NO0006'STATION AT JOHNSTOWN, BROWN COUNTY, 5 RAILS WEST OF MILEPOST
 NO0006'231, AT THE FIRST CURVE EAST OF TOWN, 46 FEET SOUTH OF THE
 NO0006'CENTERLINE OF THE TRACK, AT A JOG IN THE RIGHT-OF-WAY FENCE,
 NO0006'3 FEET NORTH OF THE CORNER, AND IN LINE WITH A ROW OF POLES.
 NO0006'THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 NO0006'IN THE TOP OF A LIMESTONE POST PROJECTING 1 FOOT ABOVE GROUND.
 NO0006
 NO0006                          STATION RECOVERY (1997)
 NO0006
 NO0006'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NO0006'FROM JOHNSTOWN, GO EAST ALONG HIGHWAY 20 FOR APPROXIMATELY 2 MILES
 NO0006'(3.2 KM) (HIGHWAY 20 MILEPOST 234.2) , THEN SOUTH ACROSS THE COWBOY
 NO0006'TRAIL (FORMER CHICAGO AND NORTH WESTERN RAILROAD GRADE) TO THE
 NO0006'MONUMENT NEAR THE 1/4 SEC LINE BETWEEN THE NE 1/4 AND NW 1/4 OF SEC
 NO0006'21, T30N, R23W.  46 FEET (14.0 M) SOUTH FROM THE CENTER OF THE COWBOY
 NO0006'TRAIL (MEASURED PERPENDICULAR TO THE TRAIL) , 3.0 FEET (0.9 M) NORTH
 NO0006'FROM A CORNER FENCE POST FROM WHICH FENCES RUN EAST AND SOUTH, 180
 NO0006'FEET (54.9 M) WEST FROM AN ABANDONED RAILROAD TELEGRAPH POLE WITH
 NO0006'MILEPOST 231 SIGN ATTACHED TO IT, 28.6 FEET (8.7 M) WEST FROM THE
 NO0006'CENTER OF A 8 INCH DIAMETER TELEGRAPH POLE CUT OFF 0.5 FEET (15.2 CM)
 NO0006'ABOVE THE GROUND.  THE BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE
 NO0006'CENTER OF A 6 INCH SQUARE LIMESTONE POST PROJECTING 0.6 FEET (18.3 CM)
 NO0006'ABOVE THE GROUND WITH THE LETTERS USBM ON TOP AT THE FOUR CORNERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0591 ***********************************************************************
 NP0591  DESIGNATION -  A 3
 NP0591  PID         -  NP0591
 NP0591  STATE/COUNTY-  NE/SHERIDAN
 NP0591  COUNTRY     -  US
 NP0591  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0591
 NP0591                         *CURRENT SURVEY CONTROL
 NP0591  ______________________________________________________________________
 NP0591* NAD 83(1995) POSITION- 42 41 54.95365(N) 102 12 16.27139(W)   ADJUSTED
 NP0591* NAVD 88 ORTHO HEIGHT -  1109.    (meters)     3638.    (feet) SCALED
 NP0591  ______________________________________________________________________
 NP0591  GEOID HEIGHT    -        -18.386 (meters)                     GEOID18
 NP0591  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 NP0591  HORZ ORDER      -  SECOND
 NP0591
 NP0591.The horizontal coordinates were established by classical geodetic methods
 NP0591.and adjusted by the National Geodetic Survey in August 1997.
 NP0591
 NP0591.The orthometric height was scaled from a topographic map.
 NP0591
 NP0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0591.GEOID18 height accuracy estimate available here.
 NP0591
 NP0591.Click photographs - Photos may exist for this station.
 NP0591
 NP0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0591
 NP0591. The following values were computed from the NAD 83(1995) position.
 NP0591
 NP0591;                    North         East     Units Scale Factor Converg.
 NP0591;SPC NE       -   320,443.240   319,407.203   MT  0.99987578   -1 27 39.3
 NP0591;SPC NE       - 1,051,320.86  1,047,921.80   sFT  0.99987578   -1 27 39.3
 NP0591;UTM  13      - 4,731,135.088   728,972.959   MT  1.00024507   +1 53 47.6
 NP0591
 NP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0591!SPC NE       -   0.99982891  x   0.99987578  =   0.99970471
 NP0591!UTM  13      -   0.99982891  x   1.00024507  =   1.00007394
 NP0591
 NP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2897231135(NAD 83)
 NP0591
 NP0591                          SUPERSEDED SURVEY CONTROL
 NP0591
 NP0591  NAD 83(1986)-  42 41 54.94368(N)    102 12 16.27501(W) AD(       ) 2
 NP0591  NAD 27      -  42 41 54.92800(N)    102 12 14.65300(W) AD(       ) 2
 NP0591
 NP0591.Superseded values are not recommended for survey control.
 NP0591
 NP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0591.See file dsdata.pdf to determine how the superseded data were derived.
 NP0591
 NP0591_MARKER: DS = TRIANGULATION STATION DISK
 NP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0591+STABILITY: SURFACE MOTION
 NP0591
 NP0591  HISTORY     - Date     Condition        Report By
 NP0591  HISTORY     - 1946     MONUMENTED       CGS
 NP0591  HISTORY     - 1968     MARK NOT FOUND   CGS
 NP0591
 NP0591                          STATION DESCRIPTION
 NP0591
 NP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0591'LOCATED 7.1 MILES SOUTH OF GORDON, 1.0 MILE NORTH OF A SCHOOL
 NP0591'HOUSE, 27 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 NP0591'NO. 27, 53.8 FEET NORTH-NORTHEAST OF A TELEPHONE POLE WITH
 NP0591'A TRIANGULAR BLAZE AND 17 FEET EAST OF A REFERENCE POST
 NP0591'IS SET IN A NORTH-SOUTH WIRE FENCE.  IT IS STAMPED A-3 1946
 NP0591'AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0591'
 NP0591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0591'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NP0591'SOUTH ON NO. 27 FOR 7.1 MILES TO THE STATION ON THE RIGHT.
 NP0591
 NP0591                          STATION RECOVERY (1968)
 NP0591
 NP0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0591'THIS MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 NP0591'SHOW THE MARK WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0591'
 NP0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.1
 NP0591'MILES SOUTH OF GORDON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0785 ***********************************************************************
 MK0785  DESIGNATION -  A 300
 MK0785  PID         -  MK0785
 MK0785  STATE/COUNTY-  NE/DOUGLAS
 MK0785  COUNTRY     -  US
 MK0785  USGS QUAD   -  WANN (2017)
 MK0785
 MK0785                         *CURRENT SURVEY CONTROL
 MK0785  ______________________________________________________________________
 MK0785* NAD 83(1986) POSITION- 41 14 02.     (N) 096 21 29.     (W)   SCALED
 MK0785* NAVD 88 ORTHO HEIGHT -   341.638 (meters)     1120.86  (feet) ADJUSTED
 MK0785  ______________________________________________________________________
 MK0785  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 MK0785  DYNAMIC HEIGHT  -        341.483 (meters)     1120.35  (feet) COMP
 MK0785  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 MK0785
 MK0785  VERT ORDER      -  SECOND    CLASS 0
 MK0785
 MK0785.The horizontal coordinates were scaled from a map and have
 MK0785.an estimated accuracy of +/- 6 seconds.
 MK0785
 MK0785.The orthometric height was determined by differential leveling and
 MK0785.adjusted by the NATIONAL GEODETIC SURVEY
 MK0785.in June 1991.
 MK0785
 MK0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0785.GEOID18 height accuracy estimate available here.
 MK0785
 MK0785.Click photographs - Photos may exist for this station.
 MK0785
 MK0785.The dynamic height is computed by dividing the NAVD 88
 MK0785.geopotential number by the normal gravity value computed on the
 MK0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0785.degrees latitude (g = 980.6199 gals.).
 MK0785
 MK0785.The modeled gravity was interpolated from observed gravity values.
 MK0785
 MK0785;                    North         East    Units  Estimated Accuracy
 MK0785;SPC NE       -   161,930.      805,140.      MT  (+/- 180 meters Scaled)
 MK0785
 MK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL214680(NAD 83)
 MK0785
 MK0785                          SUPERSEDED SURVEY CONTROL
 MK0785
 MK0785  NGVD 29 (??/??/92)  341.508  (m)         1120.43   (f) ADJ UNCH    2 0
 MK0785
 MK0785.Superseded values are not recommended for survey control.
 MK0785
 MK0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0785.See file dsdata.pdf to determine how the superseded data were derived.
 MK0785
 MK0785_MARKER: DB = BENCH MARK DISK
 MK0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0785_SP_SET: BRIDGE
 MK0785_STAMPING: A 300 1950
 MK0785_MARK LOGO: CGS
 MK0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0785
 MK0785  HISTORY     - Date     Condition        Report By
 MK0785  HISTORY     - 1950     MONUMENTED       CGS
 MK0785  HISTORY     - 1966     GOOD             USGS
 MK0785
 MK0785                          STATION DESCRIPTION
 MK0785
 MK0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0785'2.5 MI E FROM YUTAN.
 MK0785'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0785'YUTAN, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30 A AND STATE
 MK0785'HIGHWAY 92, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0785'1.5 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 MK0785'SOUTH END OF THE EAST BRIDGE SEAT OF THE MOST EASTERLY ONE OF
 MK0785'THREE BRIDGES OVER THE PLATTE RIVER.
 MK0785
 MK0785                          STATION RECOVERY (1966)
 MK0785
 MK0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0786 ***********************************************************************
 MK0786  DESIGNATION -  A 300 RESET
 MK0786  PID         -  MK0786
 MK0786  STATE/COUNTY-  NE/DOUGLAS
 MK0786  COUNTRY     -  US
 MK0786  USGS QUAD   -  WANN (2017)
 MK0786
 MK0786                         *CURRENT SURVEY CONTROL
 MK0786  ______________________________________________________________________
 MK0786* NAD 83(1986) POSITION- 41 14 01.     (N) 096 21 30.     (W)   SCALED
 MK0786* NAVD 88 ORTHO HEIGHT -   344.82  (meters)     1131.3   (feet) RESET
 MK0786  ______________________________________________________________________
 MK0786  GEOID HEIGHT    -        -27.102 (meters)                     GEOID18
 MK0786  VERT ORDER      -  THIRD
 MK0786
 MK0786.The horizontal coordinates were scaled from a map and have
 MK0786.an estimated accuracy of +/- 6 seconds.
 MK0786
 MK0786.The orthometric height was computed from unverified reset data.
 MK0786
 MK0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0786.GEOID18 height accuracy estimate available here.
 MK0786
 MK0786.Click photographs - Photos may exist for this station.
 MK0786
 MK0786;                    North         East    Units  Estimated Accuracy
 MK0786;SPC NE       -   161,890.      805,120.      MT  (+/- 180 meters Scaled)
 MK0786
 MK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL213680(NAD 83)
 MK0786
 MK0786                          SUPERSEDED SURVEY CONTROL
 MK0786
 MK0786  NGVD 29 (??/??/??)  344.69   (m)         1130.9    (f) RESET       3  
 MK0786
 MK0786.Superseded values are not recommended for survey control.
 MK0786
 MK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0786.See file dsdata.pdf to determine how the superseded data were derived.
 MK0786
 MK0786_MARKER: DB = BENCH MARK DISK
 MK0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0786_SP_SET: BRIDGE CURB
 MK0786_STAMPING: A 300 RESET 1960
 MK0786_MARK LOGO: CGS
 MK0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0786
 MK0786  HISTORY     - Date     Condition        Report By
 MK0786  HISTORY     - 1960     MONUMENTED       CGS
 MK0786  HISTORY     - 1961     GOOD             CGS
 MK0786  HISTORY     - 20150811 POOR             THOMDD
 MK0786
 MK0786                          STATION DESCRIPTION
 MK0786
 MK0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0786'0.5 MI S FROM YUTAN.
 MK0786'0.5 MILE SOUTH ALONG A BITUMINUS ROAD FROM THE HIGH SCHOOL
 MK0786'AT YUTAN, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30-A AND
 MK0786'STATE HIGHWAY 92, THENCE 15 FEET NORTH OF THE CENTERLINE OF THE
 MK0786'HIGHWAY, 1.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 MK0786'IN THE TOP OF THE EAST END OF THE NORTH BRIDGE CURB OF THE
 MK0786'MOST EASTERLY OF THE TWO BRIDGES OVER THE PLATTE RIVER.
 MK0786
 MK0786                          STATION RECOVERY (2015)
 MK0786
 MK0786'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2015 (MTC)
 MK0786'THE MOST EASTERLY OF THE TWO BRIDGES OF THE OLD RIVER CROSSING. THE
 MK0786'NEW HIGHWAY IS NORTH OF THESE BRIDGES. IT IS APPROXIMATELY 7 FEET
 MK0786'WEST OF THE EAST END OF THE CURB AND THE CAP HAS BEEN REMOVED. THE
 MK0786'STEM IS STILL VISIBLE. A LOCAL REALTIME NETWORK VALUE WAS MEASURED AS
 MK0786'
 MK0786'LAT 41 14 02.05983 LON 96 21 31.86333 NAVD88 1131.28.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2188 ***********************************************************************
 MK2188  DESIGNATION -  A 301 RESET
 MK2188  PID         -  MK2188
 MK2188  STATE/COUNTY-  NE/DOUGLAS
 MK2188  COUNTRY     -  US
 MK2188  USGS QUAD   -  GRETNA (2017)
 MK2188
 MK2188                         *CURRENT SURVEY CONTROL
 MK2188  ______________________________________________________________________
 MK2188* NAD 83(1986) POSITION- 41 13 53.68   (N) 096 12 55.48   (W)   HD_HELD1
 MK2188* NAVD 88 ORTHO HEIGHT -   349.19  (meters)     1145.6   (feet) RESET
 MK2188  ______________________________________________________________________
 MK2188  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 MK2188  VERT ORDER      -  THIRD
 MK2188
 MK2188.The horizontal coordinates were determined by differentially corrected
 MK2188.hand held GPS observations or other comparable positioning techniques
 MK2188.and have an estimated accuracy of +/- 3 meters.
 MK2188
 MK2188.The orthometric height was computed from unverified reset data.
 MK2188
 MK2188.No vertical observational check was made to the station.
 MK2188
 MK2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2188.GEOID18 height accuracy estimate available here.
 MK2188
 MK2188.Click photographs - Photos may exist for this station.
 MK2188
 MK2188;                    North         East    Units  Estimated Accuracy
 MK2188;SPC NE       -   162,182.1     817,094.0     MT  (+/- 3 meters HH1 GPS) 
 MK2188
 MK2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3337868204(NAD 83)
 MK2188
 MK2188                          SUPERSEDED SURVEY CONTROL
 MK2188
 MK2188  NGVD 29 (01/31/13)  349.07   (m)         1145.2    (f) RESET       3  
 MK2188
 MK2188.Superseded values are not recommended for survey control.
 MK2188
 MK2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2188.See file dsdata.pdf to determine how the superseded data were derived.
 MK2188
 MK2188_MARKER: DV = VERTICAL CONTROL DISK
 MK2188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2188_SP_SET: BRIDGE WING WALL
 MK2188_STAMPING: A 301 RESET 1987
 MK2188_MARK LOGO: NGS
 MK2188_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2188+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2020
 MK2188
 MK2188  HISTORY     - Date     Condition        Report By
 MK2188  HISTORY     - 1987     MONUMENTED       NEDR
 MK2188  HISTORY     - 20110118 GOOD             INDIV
 MK2188  HISTORY     - 20200210 GOOD             INDIV
 MK2188
 MK2188                          STATION DESCRIPTION
 MK2188
 MK2188'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 MK2188'7.16 KM (4.45 MI) SOUTH ALONG STATE HIGHWAY 31, FROM ITS JUNCTION WITH
 MK2188'STATE HIGHWAY 64, AT THE ST PATRICKS CATHOLIC CHURCH AND THE WATER
 MK2188'TOWER IN ELKHORN, TO U.S. HIGHWAY 275 AND WEST CENTER ROAD, THEN LEFT
 MK2188'AND EAST FOR 1.61 KM (1.00 MI) ALONG WEST CENTER ROAD TO 192ND
 MK2188'STREET, THEN RIGHT AND SOUTH FOR 0.32 KM (0.20 MI) ALONG 192ND STREET
 MK2188'TO THE MARK ON THE LEFT, SET INTO THE TOP WING OF THE NORTHEAST
 MK2188'CORNER OF A BRIDGE, 5.33 M (17.5 FT) EAST FROM THE CENTERLINE OF THE
 MK2188'STREET.  THE MARK IS 1.45 KM (0.90 MI) NORTH FROM BENCH MARK Z 300
 MK2188'RESET.
 MK2188
 MK2188                          STATION RECOVERY (2011)
 MK2188
 MK2188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2188'RECOVERED IN GOOD CONDITION.
 MK2188
 MK2188                          STATION RECOVERY (2020)
 MK2188
 MK2188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (JHL)
 MK2188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0672 ***********************************************************************
 MK0672  DESIGNATION -  A 302
 MK0672  PID         -  MK0672
 MK0672  STATE/COUNTY-  NE/SARPY
 MK0672  COUNTRY     -  US
 MK0672  USGS QUAD   -  RALSTON (2017)
 MK0672
 MK0672                         *CURRENT SURVEY CONTROL
 MK0672  ______________________________________________________________________
 MK0672* NAD 83(1986) POSITION- 41 10 38.     (N) 096 06 01.     (W)   SCALED
 MK0672* NAVD 88 ORTHO HEIGHT -   319.315 (meters)     1047.62  (feet) ADJUSTED
 MK0672  ______________________________________________________________________
 MK0672  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 MK0672  DYNAMIC HEIGHT  -        319.181 (meters)     1047.18  (feet) COMP
 MK0672  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 MK0672
 MK0672  VERT ORDER      -  SECOND    CLASS 0
 MK0672
 MK0672.The horizontal coordinates were scaled from a map and have
 MK0672.an estimated accuracy of +/- 6 seconds.
 MK0672
 MK0672.The orthometric height was determined by differential leveling and
 MK0672.adjusted by the NATIONAL GEODETIC SURVEY
 MK0672.in June 1991.
 MK0672
 MK0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0672.GEOID18 height accuracy estimate available here.
 MK0672
 MK0672.Click photographs - Photos may exist for this station.
 MK0672
 MK0672.The dynamic height is computed by dividing the NAVD 88
 MK0672.geopotential number by the normal gravity value computed on the
 MK0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0672.degrees latitude (g = 980.6199 gals.).
 MK0672
 MK0672.The modeled gravity was interpolated from observed gravity values.
 MK0672
 MK0672;                    North         East    Units  Estimated Accuracy
 MK0672;SPC NE       -   156,580.      827,010.      MT  (+/- 180 meters Scaled)
 MK0672
 MK0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432624(NAD 83)
 MK0672
 MK0672                          SUPERSEDED SURVEY CONTROL
 MK0672
 MK0672  NGVD 29 (??/??/92)  319.203  (m)         1047.25   (f) ADJ UNCH    2 0
 MK0672
 MK0672.Superseded values are not recommended for survey control.
 MK0672
 MK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0672.See file dsdata.pdf to determine how the superseded data were derived.
 MK0672
 MK0672_MARKER: DB = BENCH MARK DISK
 MK0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0672_STAMPING: A 302 1950
 MK0672_MARK LOGO: CGS
 MK0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0672+STABILITY: SURFACE MOTION
 MK0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0672+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 MK0672
 MK0672  HISTORY     - Date     Condition        Report By
 MK0672  HISTORY     - 1950     MONUMENTED       CGS
 MK0672  HISTORY     - 19870519 MARK NOT FOUND   NGS
 MK0672
 MK0672                          STATION DESCRIPTION
 MK0672
 MK0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0672'2.8 MI E FROM CHALCO.
 MK0672'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0672'FROM THE STATION AT CHALCO, AT A ROAD CROSSING, 52 FEET WEST OF
 MK0672'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 50 FEET NORTHWEST OF
 MK0672'THE NORTHWEST RAIL, 9 FEET SOUTHWEST OF A POWER POLE, 1 FOOT
 MK0672'NORTHWEST OF THE RIGHT OF WAY FENCE, 4.3 FEET NORTH OF A WITNESS
 MK0672'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK0672'ABOVE THE GROUND.
 MK0672
 MK0672                          STATION RECOVERY (1987)
 MK0672
 MK0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0672'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0560 ***********************************************************************
 MK0560  DESIGNATION -  A 303
 MK0560  PID         -  MK0560
 MK0560  STATE/COUNTY-  NE/DOUGLAS
 MK0560  COUNTRY     -  US
 MK0560  USGS QUAD   -  ELKHORN (2017)
 MK0560
 MK0560                         *CURRENT SURVEY CONTROL
 MK0560  ______________________________________________________________________
 MK0560* NAD 83(1986) POSITION- 41 16 31.92   (N) 096 12 07.13   (W)   HD_HELD1
 MK0560* NAVD 88 ORTHO HEIGHT -   344.842 (meters)     1131.37  (feet) ADJUSTED
 MK0560  ______________________________________________________________________
 MK0560  GEOID HEIGHT    -        -27.355 (meters)                     GEOID18
 MK0560  DYNAMIC HEIGHT  -        344.688 (meters)     1130.86  (feet) COMP
 MK0560  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 MK0560
 MK0560  VERT ORDER      -  SECOND    CLASS 0
 MK0560
 MK0560.The horizontal coordinates were determined by differentially corrected
 MK0560.hand held GPS observations or other comparable positioning techniques
 MK0560.and have an estimated accuracy of +/- 3 meters.
 MK0560
 MK0560.The orthometric height was determined by differential leveling and
 MK0560.adjusted by the NATIONAL GEODETIC SURVEY
 MK0560.in June 1991.
 MK0560
 MK0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0560.GEOID18 height accuracy estimate available here.
 MK0560
 MK0560.Click photographs - Photos may exist for this station.
 MK0560
 MK0560.The dynamic height is computed by dividing the NAVD 88
 MK0560.geopotential number by the normal gravity value computed on the
 MK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0560.degrees latitude (g = 980.6199 gals.).
 MK0560
 MK0560.The modeled gravity was interpolated from observed gravity values.
 MK0560
 MK0560;                    North         East    Units  Estimated Accuracy
 MK0560;SPC NE       -   167,106.8     818,004.3     MT  (+/- 3 meters HH1 GPS) 
 MK0560
 MK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3434773121(NAD 83)
 MK0560
 MK0560                          SUPERSEDED SURVEY CONTROL
 MK0560
 MK0560  NGVD 29 (??/??/92)  344.714  (m)         1130.95   (f) ADJ UNCH    2 0
 MK0560
 MK0560.Superseded values are not recommended for survey control.
 MK0560
 MK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0560.See file dsdata.pdf to determine how the superseded data were derived.
 MK0560
 MK0560_MARKER: DB = BENCH MARK DISK
 MK0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0560_SP_SET: BRIDGE ABUTMENT
 MK0560_STAMPING: A 303 1950
 MK0560_MARK LOGO: CGS
 MK0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0560+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2014
 MK0560
 MK0560  HISTORY     - Date     Condition        Report By
 MK0560  HISTORY     - 1950     MONUMENTED       CGS
 MK0560  HISTORY     - 1976     GOOD             LOCSUR
 MK0560  HISTORY     - 20100430 GOOD             INDIV
 MK0560  HISTORY     - 20100820 GOOD             THOMDD
 MK0560  HISTORY     - 20141206 GOOD             GEOCAC
 MK0560
 MK0560                          STATION DESCRIPTION
 MK0560
 MK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0560'1.8 MI E FROM ELKHORN.
 MK0560'1.85 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0560'STATION AT ELKHORN, 6.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 MK0560'SOUTH SET OF TRACKS, SET IN THE TOP OF THE SOUTH END OF THE
 MK0560'EAST ABUTMENT OF BRIDGE 19.88.
 MK0560
 MK0560                          STATION RECOVERY (1976)
 MK0560
 MK0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0560'RECOVERED IN GOOD CONDITION.
 MK0560
 MK0560                          STATION RECOVERY (2010)
 MK0560
 MK0560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK0560'REAL TIME NETWORK GPS OBSERVATION.
 MK0560'41 16'31.821''N     96 12'07.182''W
 MK0560'
 MK0560
 MK0560                          STATION RECOVERY (2010)
 MK0560
 MK0560'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2010 (JAG)
 MK0560'RR BRIDGE OVER FIRST CREEK CROSSING WEST OF 180TH STREET ON THE NORTH
 MK0560'SIDE OF OLD LINCOLN HIGHWAY.
 MK0560
 MK0560                          STATION RECOVERY (2014)
 MK0560
 MK0560'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2205 ***********************************************************************
 MK2205  DESIGNATION -  A 304 RESET
 MK2205  PID         -  MK2205
 MK2205  STATE/COUNTY-  NE/SAUNDERS
 MK2205  COUNTRY     -  US
 MK2205  USGS QUAD   -  WAHOO EAST (2017)
 MK2205
 MK2205                         *CURRENT SURVEY CONTROL
 MK2205  ______________________________________________________________________
 MK2205* NAD 83(2011) POSITION- 41 14 04.02013(N) 096 36 36.54304(W)   ADJUSTED
 MK2205* NAD 83(2011) ELLIP HT-   335.395 (meters)        (06/27/12)   ADJUSTED
 MK2205* NAD 83(2011) EPOCH   -  2010.00
 MK2205* NAVD 88 ORTHO HEIGHT -   362.41  (meters)     1189.0   (feet) RESET
 MK2205  ______________________________________________________________________
 MK2205  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 MK2205  NAD 83(2011) X  -   -552,971.431 (meters)                     COMP
 MK2205  NAD 83(2011) Y  - -4,771,787.913 (meters)                     COMP
 MK2205  NAD 83(2011) Z  -  4,182,259.737 (meters)                     COMP
 MK2205  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 MK2205  VERT ORDER      -  THIRD
 MK2205
 MK2205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2205  Standards:
 MK2205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2205  -------------------------------------------------------------------
 MK2205  NETWORK    0.78   1.31           0.37   0.24   0.67     -0.10707914
 MK2205  -------------------------------------------------------------------
 MK2205  Click here for local accuracies and other accuracy information.
 MK2205
 MK2205.The horizontal coordinates were established by GPS observations
 MK2205.and adjusted by the National Geodetic Survey in June 2012.
 MK2205
 MK2205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2205.been affixed to the stable North American tectonic plate. See 
 MK2205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2205
 MK2205.The horizontal coordinates are valid at the epoch date displayed above
 MK2205.which is a decimal equivalence of Year/Month/Day.
 MK2205
 MK2205.The orthometric height was computed from unverified reset data.
 MK2205
 MK2205.No vertical observational check was made to the station.
 MK2205
 MK2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2205.GEOID18 height accuracy estimate available here.
 MK2205
 MK2205.Click photographs - Photos may exist for this station.
 MK2205
 MK2205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2205
 MK2205.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2205
 MK2205.The ellipsoidal height was determined by GPS observations
 MK2205.and is referenced to NAD 83.
 MK2205
 MK2205. The following values were computed from the NAD 83(2011) position.
 MK2205
 MK2205;                    North         East     Units Scale Factor Converg.
 MK2205;SPC NE       -   161,128.496   784,025.941   MT  0.99966975   +2 14 47.2
 MK2205;SPC NE       -   528,635.74  2,572,258.44   sFT  0.99966975   +2 14 47.2
 MK2205;UTM  14      - 4,567,537.858   700,283.808   MT  1.00009371   +1 34 32.8
 MK2205
 MK2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2205!SPC NE       -   0.99994739  x   0.99966975  =   0.99961716
 MK2205!UTM  14      -   0.99994739  x   1.00009371  =   1.00004110
 MK2205
 MK2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0028367537(NAD 83)
 MK2205
 MK2205                          SUPERSEDED SURVEY CONTROL
 MK2205
 MK2205  NAD 83(2007)-  41 14 04.02012(N)    096 36 36.54362(W) AD(2002.00) 0
 MK2205  ELLIP H (02/10/07)  335.415  (m)                       GP(2002.00)    
 MK2205  ELLIP H (01/09/02)  335.409  (m)                       GP(       ) 4 2
 MK2205  NAD 83(1995)-  41 14 04.02007(N)    096 36 36.54301(W) AD(       ) 3
 MK2205  ELLIP H (09/17/98)  335.468  (m)                       GP(       ) 4 2
 MK2205  NAVD 88 (09/17/98)  362.4    (m)  GEOID96  model used  GPS OBS        
 MK2205  NGVD 29 (01/31/13)  362.27   (m)         1188.5    (f) RESET       3  
 MK2205
 MK2205.Superseded values are not recommended for survey control.
 MK2205
 MK2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2205.See file dsdata.pdf to determine how the superseded data were derived.
 MK2205
 MK2205_MARKER: DV = VERTICAL CONTROL DISK
 MK2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2205_STAMPING: A 304 RESET 1984
 MK2205_MARK LOGO: NGS
 MK2205_PROJECTION: FLUSH
 MK2205_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2205+STABILITY: SURFACE MOTION
 MK2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2205+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MK2205
 MK2205  HISTORY     - Date     Condition        Report By
 MK2205  HISTORY     - 1984     MONUMENTED       NGS
 MK2205  HISTORY     - 19970805 GOOD             NGS
 MK2205
 MK2205                          STATION DESCRIPTION
 MK2205
 MK2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MK2205'1.61 KM (1.00 MI) NORTH ALONG CHESTNUT STREET, FROM THE NEBRASKA
 MK2205'NATIONAL GUARD ARMORY AND 15TH STREET IN WAHOO, THENCE 0.97 KM (0.60
 MK2205'MI) RIGHT AND EAST ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT,
 MK2205'9.75 M (31.99 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 1.22 M (4.00
 MK2205'FT) EAST FROM A POWERLINE POLE WITH 3 GUY WIRES.
 MK2205
 MK2205                          STATION RECOVERY (1997)
 MK2205
 MK2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK2205'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK2205'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO, ABOUT 0.2 KM
 MK2205'(0.10 MI) EAST FROM A STEEL BRIDGE OVER SAND CREEK.  OWNERSHIP--THE
 MK2205'STATION IS IN THE RIGHT OF WAY OF COUNTY ROAD M.  TO REACH THE STATION
 MK2205'FROM THE CROSSROAD JUNCTION OF COMBINED US HIGHWAY 77 AND STATE
 MK2205'HIGHWAY 92 (SOUTH AND WEST BOUND LANES) WITH STATE HIGHWAY 109 WHICH
 MK2205'IS 3.9 KM (2.40 MI) NORTHERLY ALONG THE COMBINED HIGHWAYS FROM THE
 MK2205'WAHOO COURTHOUSE, GO WEST ALONG GRAVELED ROAD M PASSING COMMERCIAL
 MK2205'PARK ROAD AT 0.3 KM (0.20 MI) FOR A TOTAL OF 0.65 KM (0.40 MI) TO THE
 MK2205'STATION ON LEFT.  THE MARK IS A NGS VERTICAL CONTROL DISK IN A 25 CM
 MK2205'(10 IN) ROUND CONCRETE MONUMENT.  THE STATION IS LOCATED 9.7 M (31.8
 MK2205'FT) SOUTH FROM THE GRAVEL ROAD CENTER, 1.5 M (4.9 FT) SOUTH FROM THE
 MK2205'DITCH CENTER, 1.4 M (4.6 FT) EAST FROM THE SECOND WOOD UTILITY POLE
 MK2205'EAST FROM SAND CREEK (THIS UTILITY POLE HAS NO GUYED ANCHORS) AND 0.5
 MK2205'M (1.6 FT) WEST FROM A FIBERGLASS NGS WITNESS POST.  THE MARK IS 0.3 M
 MK2205'(1.0 FT) ABOVE THE DITCH CENTER AND IS 1.2 M (3.9 FT) BELOW THE ROAD
 MK2205'CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0590 ***********************************************************************
 MK0590  DESIGNATION -  A 305
 MK0590  PID         -  MK0590
 MK0590  STATE/COUNTY-  NE/DOUGLAS
 MK0590  COUNTRY     -  US
 MK0590  USGS QUAD   -  VALLEY (2017)
 MK0590
 MK0590                         *CURRENT SURVEY CONTROL
 MK0590  ______________________________________________________________________
 MK0590* NAD 83(1986) POSITION- 41 18 51.81   (N) 096 18 39.88   (W)   HD_HELD1
 MK0590* NAVD 88 ORTHO HEIGHT -   344.866 (meters)     1131.45  (feet) ADJUSTED
 MK0590  ______________________________________________________________________
 MK0590  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 MK0590  DYNAMIC HEIGHT  -        344.706 (meters)     1130.92  (feet) COMP
 MK0590  MODELED GRAVITY -    980,149.0   (mgal)                       NAVD 88
 MK0590
 MK0590  VERT ORDER      -  SECOND    CLASS 0
 MK0590
 MK0590.The horizontal coordinates were determined by differentially corrected
 MK0590.hand held GPS observations or other comparable positioning techniques
 MK0590.and have an estimated accuracy of +/- 3 meters.
 MK0590
 MK0590.The orthometric height was determined by differential leveling and
 MK0590.adjusted by the NATIONAL GEODETIC SURVEY
 MK0590.in June 1991.
 MK0590
 MK0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0590.GEOID18 height accuracy estimate available here.
 MK0590
 MK0590.Click photographs - Photos may exist for this station.
 MK0590
 MK0590.The dynamic height is computed by dividing the NAVD 88
 MK0590.geopotential number by the normal gravity value computed on the
 MK0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0590.degrees latitude (g = 980.6199 gals.).
 MK0590
 MK0590.The modeled gravity was interpolated from observed gravity values.
 MK0590
 MK0590;                    North         East    Units  Estimated Accuracy
 MK0590;SPC NE       -   171,021.5     808,691.3     MT  (+/- 3 meters HH1 GPS) 
 MK0590
 MK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2507577146(NAD 83)
 MK0590
 MK0590                          SUPERSEDED SURVEY CONTROL
 MK0590
 MK0590  NGVD 29 (??/??/92)  344.730  (m)         1131.00   (f) ADJ UNCH    2 0
 MK0590
 MK0590.Superseded values are not recommended for survey control.
 MK0590
 MK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0590.See file dsdata.pdf to determine how the superseded data were derived.
 MK0590
 MK0590_MARKER: DB = BENCH MARK DISK
 MK0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0590_STAMPING: A 305 1950
 MK0590_MARK LOGO: CGS
 MK0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0590+STABILITY: SURFACE MOTION
 MK0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0590+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 MK0590
 MK0590  HISTORY     - Date     Condition        Report By
 MK0590  HISTORY     - 1950     MONUMENTED       CGS
 MK0590  HISTORY     - 1976     GOOD             LOCSUR
 MK0590  HISTORY     - 20110525 GOOD             INDIV
 MK0590
 MK0590                          STATION DESCRIPTION
 MK0590
 MK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0590'2.6 MI NW FROM WATERLOO.
 MK0590'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0590'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0590'ALONG U.S. HIGHWAY 275, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 MK0590'ROAD, AT THE FARM HOME OF E.D. LEWIS, 89 FEET EAST OF THE CENTER
 MK0590'LINE OF THE ROAD, 100 FEET NORTHEAST OF THE NORTHEAST CORNER
 MK0590'OF THE FARMHOUSE, 76 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK0590'OF A COAL HOUSE, 59 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK0590'DRIVEWAY, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0590'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MK0590
 MK0590                          STATION RECOVERY (1976)
 MK0590
 MK0590'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0590'RECOVERED IN GOOD CONDITION.
 MK0590
 MK0590                          STATION RECOVERY (2011)
 MK0590
 MK0590'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0590'71.8' NE OF NORTH GATE POST OF PRIVATE DRIVE
 MK0590'53.6' EAST OF WITTNESS POST IN FENCE LINE
 MK0590'300' +/- NORTH OF TEE INTERSECTION OF KING LAKE ROAD AND 252ND STREET
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0365 ***********************************************************************
 ML0365  DESIGNATION -  A 306
 ML0365  PID         -  ML0365
 ML0365  STATE/COUNTY-  NE/HOWARD
 ML0365  COUNTRY     -  US
 ML0365  USGS QUAD   -  NYSTED (2017)
 ML0365
 ML0365                         *CURRENT SURVEY CONTROL
 ML0365  ______________________________________________________________________
 ML0365* NAD 83(1986) POSITION- 41 13 08.     (N) 098 34 30.     (W)   SCALED
 ML0365* NAVD 88 ORTHO HEIGHT -   607.094 (meters)     1991.77  (feet) ADJUSTED
 ML0365  ______________________________________________________________________
 ML0365  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 ML0365  DYNAMIC HEIGHT  -        606.791 (meters)     1990.78  (feet) COMP
 ML0365  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 ML0365
 ML0365  VERT ORDER      -  SECOND    CLASS 0
 ML0365
 ML0365.The horizontal coordinates were scaled from a map and have
 ML0365.an estimated accuracy of +/- 6 seconds.
 ML0365
 ML0365.The orthometric height was determined by differential leveling and
 ML0365.adjusted by the NATIONAL GEODETIC SURVEY
 ML0365.in June 1991.
 ML0365
 ML0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0365.GEOID18 height accuracy estimate available here.
 ML0365
 ML0365.Click photographs - Photos may exist for this station.
 ML0365
 ML0365.The dynamic height is computed by dividing the NAVD 88
 ML0365.geopotential number by the normal gravity value computed on the
 ML0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0365.degrees latitude (g = 980.6199 gals.).
 ML0365
 ML0365.The modeled gravity was interpolated from observed gravity values.
 ML0365
 ML0365;                    North         East    Units  Estimated Accuracy
 ML0365;SPC NE       -   154,820.      619,450.      MT  (+/- 180 meters Scaled)
 ML0365
 ML0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL356631(NAD 83)
 ML0365
 ML0365                          SUPERSEDED SURVEY CONTROL
 ML0365
 ML0365  NGVD 29 (??/??/92)  606.845  (m)         1990.96   (f) ADJ UNCH    2 0
 ML0365
 ML0365.Superseded values are not recommended for survey control.
 ML0365
 ML0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0365.See file dsdata.pdf to determine how the superseded data were derived.
 ML0365
 ML0365_MARKER: DB = BENCH MARK DISK
 ML0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0365_STAMPING: A 306 1950
 ML0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0365+STABILITY: SURFACE MOTION
 ML0365
 ML0365  HISTORY     - Date     Condition        Report By
 ML0365  HISTORY     - 1950     MONUMENTED       CGS
 ML0365  HISTORY     - 1959     GOOD             CGS
 ML0365
 ML0365                          STATION DESCRIPTION
 ML0365
 ML0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0365'1 MI W FROM MIDWAY.
 ML0365'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0365'FROM THE STATION SIGN AT MIDWAY, AT A ROAD CROSSING, 45.6 FEET
 ML0365'NORTH OF THE NORTH RAIL, 34 FEET EAST OF THE CENTER LINE OF A
 ML0365'ROAD, 5.4 FEET EAST OF THE WEST END OF A SNOW FENCE, 1 FOOT
 ML0365'SOUTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE
 ML0365'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0365
 ML0365                          STATION RECOVERY (1959)
 ML0365
 ML0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ML0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0219 ***********************************************************************
 ML0219  DESIGNATION -  A 307
 ML0219  PID         -  ML0219
 ML0219  STATE/COUNTY-  NE/NANCE
 ML0219  COUNTRY     -  US
 ML0219  USGS QUAD   -  BELGRADE SW (2017)
 ML0219
 ML0219                         *CURRENT SURVEY CONTROL
 ML0219  ______________________________________________________________________
 ML0219* NAD 83(1986) POSITION- 41 17 34.     (N) 098 13 58.     (W)   SCALED
 ML0219* NAVD 88 ORTHO HEIGHT -   535.625 (meters)     1757.30  (feet) ADJUSTED
 ML0219  ______________________________________________________________________
 ML0219  GEOID HEIGHT    -        -24.767 (meters)                     GEOID18
 ML0219  DYNAMIC HEIGHT  -        535.365 (meters)     1756.44  (feet) COMP
 ML0219  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 ML0219
 ML0219  VERT ORDER      -  SECOND    CLASS 0
 ML0219
 ML0219.The horizontal coordinates were scaled from a map and have
 ML0219.an estimated accuracy of +/- 6 seconds.
 ML0219
 ML0219.The orthometric height was determined by differential leveling and
 ML0219.adjusted by the NATIONAL GEODETIC SURVEY
 ML0219.in June 1991.
 ML0219
 ML0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0219.GEOID18 height accuracy estimate available here.
 ML0219
 ML0219.Click photographs - Photos may exist for this station.
 ML0219
 ML0219.The dynamic height is computed by dividing the NAVD 88
 ML0219.geopotential number by the normal gravity value computed on the
 ML0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0219.degrees latitude (g = 980.6199 gals.).
 ML0219
 ML0219.The modeled gravity was interpolated from observed gravity values.
 ML0219
 ML0219;                    North         East    Units  Estimated Accuracy
 ML0219;SPC NE       -   163,550.      647,970.      MT  (+/- 180 meters Scaled)
 ML0219
 ML0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL642715(NAD 83)
 ML0219
 ML0219                          SUPERSEDED SURVEY CONTROL
 ML0219
 ML0219  NGVD 29 (??/??/92)  535.394  (m)         1756.54   (f) ADJ UNCH    2 0
 ML0219
 ML0219.Superseded values are not recommended for survey control.
 ML0219
 ML0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0219.See file dsdata.pdf to determine how the superseded data were derived.
 ML0219
 ML0219_MARKER: DB = BENCH MARK DISK
 ML0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0219_STAMPING: A 307 1950
 ML0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0219+STABILITY: SURFACE MOTION
 ML0219
 ML0219  HISTORY     - Date     Condition        Report By
 ML0219  HISTORY     - 1950     MONUMENTED       CGS
 ML0219
 ML0219                          STATION DESCRIPTION
 ML0219
 ML0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0219'8.3 MI E FROM CUSHING.
 ML0219'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0219'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.4
 ML0219'MILES EAST ALONG A GRAVELED ROAD, JUST WEST OF A STEEL BRIDGE,
 ML0219'110 FEET NORTHEAST OF AN ABANDONED FARMHOUSE WHICH IS ON TOP
 ML0219'OF A HILL, 69 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET
 ML0219'NORTHEAST OF THE CENTER LINE OF A FIELD ROAD, 33 FEET SOUTHEAST
 ML0219'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 3 FEET SOUTHEAST
 ML0219'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0219'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1563 ***********************************************************************
 MK1563  DESIGNATION -  A 308
 MK1563  PID         -  MK1563
 MK1563  STATE/COUNTY-  NE/NANCE
 MK1563  COUNTRY     -  US
 MK1563  USGS QUAD   -  MERCHISTON (2017)
 MK1563
 MK1563                         *CURRENT SURVEY CONTROL
 MK1563  ______________________________________________________________________
 MK1563* NAD 83(1986) POSITION- 41 23 14.     (N) 097 57 49.     (W)   SCALED
 MK1563* NAVD 88 ORTHO HEIGHT -   504.557 (meters)     1655.37  (feet) ADJUSTED
 MK1563  ______________________________________________________________________
 MK1563  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 MK1563  DYNAMIC HEIGHT  -        504.321 (meters)     1654.59  (feet) COMP
 MK1563  MODELED GRAVITY -    980,140.2   (mgal)                       NAVD 88
 MK1563
 MK1563  VERT ORDER      -  SECOND    CLASS 0
 MK1563
 MK1563.The horizontal coordinates were scaled from a map and have
 MK1563.an estimated accuracy of +/- 6 seconds.
 MK1563
 MK1563.The orthometric height was determined by differential leveling and
 MK1563.adjusted by the NATIONAL GEODETIC SURVEY
 MK1563.in June 1991.
 MK1563
 MK1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1563.GEOID18 height accuracy estimate available here.
 MK1563
 MK1563.Click photographs - Photos may exist for this station.
 MK1563
 MK1563.The dynamic height is computed by dividing the NAVD 88
 MK1563.geopotential number by the normal gravity value computed on the
 MK1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1563.degrees latitude (g = 980.6199 gals.).
 MK1563
 MK1563.The modeled gravity was interpolated from observed gravity values.
 MK1563
 MK1563;                    North         East    Units  Estimated Accuracy
 MK1563;SPC NE       -   174,530.      670,250.      MT  (+/- 180 meters Scaled)
 MK1563
 MK1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL866822(NAD 83)
 MK1563
 MK1563                          SUPERSEDED SURVEY CONTROL
 MK1563
 MK1563  NGVD 29 (??/??/92)  504.335  (m)         1654.64   (f) ADJ UNCH    2 0
 MK1563
 MK1563.Superseded values are not recommended for survey control.
 MK1563
 MK1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1563.See file dsdata.pdf to determine how the superseded data were derived.
 MK1563
 MK1563_MARKER: DB = BENCH MARK DISK
 MK1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1563_STAMPING: A 308 1950
 MK1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1563+STABILITY: SURFACE MOTION
 MK1563
 MK1563  HISTORY     - Date     Condition        Report By
 MK1563  HISTORY     - 1950     MONUMENTED       CGS
 MK1563  HISTORY     - 1958     GOOD             USGS
 MK1563
 MK1563                          STATION DESCRIPTION
 MK1563
 MK1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1563'2.3 MI NE FROM FULLERTON.
 MK1563'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1563'AT FULLERTON, 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS
 MK1563'14 AND 22, 65 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30
 MK1563'FEET SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST, 1
 MK1563'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1563'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1563
 MK1563                          STATION RECOVERY (1958)
 MK1563
 MK1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1564 ***********************************************************************
 MK1564  DESIGNATION -  A 308 RESET
 MK1564  PID         -  MK1564
 MK1564  STATE/COUNTY-  NE/NANCE
 MK1564  COUNTRY     -  US
 MK1564  USGS QUAD   -  MERCHISTON (2017)
 MK1564
 MK1564                         *CURRENT SURVEY CONTROL
 MK1564  ______________________________________________________________________
 MK1564* NAD 83(1986) POSITION- 41 23 14.     (N) 097 57 49.     (W)   SCALED
 MK1564* NAVD 88 ORTHO HEIGHT -   504.86  (meters)     1656.4   (feet) RESET
 MK1564  ______________________________________________________________________
 MK1564  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 MK1564  VERT ORDER      -  THIRD
 MK1564
 MK1564.The horizontal coordinates were scaled from a map and have
 MK1564.an estimated accuracy of +/- 6 seconds.
 MK1564
 MK1564.The orthometric height was computed from unverified reset data.
 MK1564
 MK1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1564.GEOID18 height accuracy estimate available here.
 MK1564
 MK1564.Click photographs - Photos may exist for this station.
 MK1564
 MK1564;                    North         East    Units  Estimated Accuracy
 MK1564;SPC NE       -   174,530.      670,250.      MT  (+/- 180 meters Scaled)
 MK1564
 MK1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL866822(NAD 83)
 MK1564
 MK1564                          SUPERSEDED SURVEY CONTROL
 MK1564
 MK1564  NGVD 29 (??/??/??)  504.64   (m)         1655.6    (f) RESET       3  
 MK1564
 MK1564.Superseded values are not recommended for survey control.
 MK1564
 MK1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1564.See file dsdata.pdf to determine how the superseded data were derived.
 MK1564
 MK1564_MARKER: DB = BENCH MARK DISK
 MK1564_SETTING: 0 = UNSPECIFIED SETTING
 MK1564_STAMPING: A 308 RESET 1957
 MK1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1564
 MK1564  HISTORY     - Date     Condition        Report By
 MK1564  HISTORY     - 1957     MONUMENTED       NEDR
 MK1564  HISTORY     - 1958     GOOD             USGS
 MK1564
 MK1564                          STATION DESCRIPTION
 MK1564
 MK1564'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1564'2.3 MI NE FROM FULLERTON.
 MK1564'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1564'AT FULLERTON, 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS
 MK1564'14 AND 22, 190.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MK1564'HANGAR AT FULLERTON AIRPORT, 18.0 FEET OF CONE MARKER, AND 87.0
 MK1564'FEET NORTH OF CENTERLINE OF PROJECT.
 MK1564
 MK1564                          STATION RECOVERY (1958)
 MK1564
 MK1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1597 ***********************************************************************
 MK1597  DESIGNATION -  A 309
 MK1597  PID         -  MK1597
 MK1597  STATE/COUNTY-  NE/PLATTE
 MK1597  COUNTRY     -  US
 MK1597  USGS QUAD   -  MONROE (2017)
 MK1597
 MK1597                         *CURRENT SURVEY CONTROL
 MK1597  ______________________________________________________________________
 MK1597* NAD 83(1986) POSITION- 41 28 29.     (N) 097 36 04.     (W)   SCALED
 MK1597* NAVD 88 ORTHO HEIGHT -   464.208 (meters)     1522.99  (feet) ADJUSTED
 MK1597  ______________________________________________________________________
 MK1597  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 MK1597  DYNAMIC HEIGHT  -        463.999 (meters)     1522.30  (feet) COMP
 MK1597  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 MK1597
 MK1597  VERT ORDER      -  SECOND    CLASS 0
 MK1597
 MK1597.The horizontal coordinates were scaled from a map and have
 MK1597.an estimated accuracy of +/- 6 seconds.
 MK1597
 MK1597.The orthometric height was determined by differential leveling and
 MK1597.adjusted by the NATIONAL GEODETIC SURVEY
 MK1597.in June 1991.
 MK1597
 MK1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1597.GEOID18 height accuracy estimate available here.
 MK1597
 MK1597.Click photographs - Photos may exist for this station.
 MK1597
 MK1597.The dynamic height is computed by dividing the NAVD 88
 MK1597.geopotential number by the normal gravity value computed on the
 MK1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1597.degrees latitude (g = 980.6199 gals.).
 MK1597
 MK1597.The modeled gravity was interpolated from observed gravity values.
 MK1597
 MK1597;                    North         East    Units  Estimated Accuracy
 MK1597;SPC NE       -   185,010.      700,280.      MT  (+/- 180 meters Scaled)
 MK1597
 MK1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL168924(NAD 83)
 MK1597
 MK1597                          SUPERSEDED SURVEY CONTROL
 MK1597
 MK1597  NGVD 29 (??/??/92)  464.015  (m)         1522.36   (f) ADJ UNCH    2 0
 MK1597
 MK1597.Superseded values are not recommended for survey control.
 MK1597
 MK1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1597.See file dsdata.pdf to determine how the superseded data were derived.
 MK1597
 MK1597_MARKER: DB = BENCH MARK DISK
 MK1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1597_STAMPING: A 309 1950
 MK1597_MARK LOGO: CGS
 MK1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1597+STABILITY: SURFACE MOTION
 MK1597
 MK1597  HISTORY     - Date     Condition        Report By
 MK1597  HISTORY     - 1950     MONUMENTED       CGS
 MK1597  HISTORY     - 1979     GOOD             NGS
 MK1597
 MK1597                          STATION DESCRIPTION
 MK1597
 MK1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1597'AT MONROE.
 MK1597'AT MONROE, ALONG STATE HIGHWAY 22, IN THE NORTHEAST CORNER OF
 MK1597'THE UNION CHURCH YARD, 55 FEET EAST OF THE NORTHEAST CORNER OF
 MK1597'THE CHURCH BUILDING, 32 FEET SOUTH OF THE CENTER LINE OF THE
 MK1597'HIGHWAY, 1.5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.5
 MK1597'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1597'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1597
 MK1597                          STATION RECOVERY (1979)
 MK1597
 MK1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1597'3/4 BLOCK WEST ALONG STATE HIGHWAY 22 FROM THE MAIN INTERSECTION IN
 MK1597'MONROE, 53 YARDS EAST OF A NORTH/SOUTH STREET, 32 FEET SOUTH OF THE
 MK1597'CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0117 ***********************************************************************
 ML0117  DESIGNATION -  A 310
 ML0117  PID         -  ML0117
 ML0117  STATE/COUNTY-  NE/GREELEY
 ML0117  COUNTRY     -  US
 ML0117  USGS QUAD   -  SPALDING NW (2017)
 ML0117
 ML0117                         *CURRENT SURVEY CONTROL
 ML0117  ______________________________________________________________________
 ML0117* NAD 83(1986) POSITION- 41 42 02.     (N) 098 25 29.     (W)   SCALED
 ML0117* NAVD 88 ORTHO HEIGHT -   578.678 (meters)     1898.55  (feet) ADJUSTED
 ML0117  ______________________________________________________________________
 ML0117  GEOID HEIGHT    -        -24.468 (meters)                     GEOID18
 ML0117  DYNAMIC HEIGHT  -        578.402 (meters)     1897.64  (feet) COMP
 ML0117  MODELED GRAVITY -    980,128.9   (mgal)                       NAVD 88
 ML0117
 ML0117  VERT ORDER      -  SECOND    CLASS 0
 ML0117
 ML0117.The horizontal coordinates were scaled from a map and have
 ML0117.an estimated accuracy of +/- 6 seconds.
 ML0117
 ML0117.The orthometric height was determined by differential leveling and
 ML0117.adjusted by the NATIONAL GEODETIC SURVEY
 ML0117.in June 1991.
 ML0117
 ML0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0117.GEOID18 height accuracy estimate available here.
 ML0117
 ML0117.Click photographs - Photos may exist for this station.
 ML0117
 ML0117.The dynamic height is computed by dividing the NAVD 88
 ML0117.geopotential number by the normal gravity value computed on the
 ML0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0117.degrees latitude (g = 980.6199 gals.).
 ML0117
 ML0117.The modeled gravity was interpolated from observed gravity values.
 ML0117
 ML0117;                    North         East    Units  Estimated Accuracy
 ML0117;SPC NE       -   208,500.      631,070.      MT  (+/- 180 meters Scaled)
 ML0117
 ML0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM478166(NAD 83)
 ML0117
 ML0117                          SUPERSEDED SURVEY CONTROL
 ML0117
 ML0117  NGVD 29 (??/??/92)  578.437  (m)         1897.76   (f) ADJ UNCH    2 0
 ML0117
 ML0117.Superseded values are not recommended for survey control.
 ML0117
 ML0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0117.See file dsdata.pdf to determine how the superseded data were derived.
 ML0117
 ML0117_MARKER: DB = BENCH MARK DISK
 ML0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0117_SP_SET: CULVERT HEADWALL
 ML0117_STAMPING: A 310 1950
 ML0117_MARK LOGO: CGS
 ML0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0117+STABILITY: SURFACE MOTION
 ML0117
 ML0117  HISTORY     - Date     Condition        Report By
 ML0117  HISTORY     - 1950     MONUMENTED       CGS
 ML0117
 ML0117                          STATION DESCRIPTION
 ML0117
 ML0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0117'3.5 MI NW FROM SPALDING.
 ML0117'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0117'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, ON THE INSIDE OF A
 ML0117'LONG CURVE IN THE HIGHWAY, 400 FEET NORTHEAST OF THE CEDAR
 ML0117'RIVER, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0117'SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A
 ML0117'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0115 ***********************************************************************
 ML0115  DESIGNATION -  A 311
 ML0115  PID         -  ML0115
 ML0115  STATE/COUNTY-  NE/GREELEY
 ML0115  COUNTRY     -  US
 ML0115  USGS QUAD   -  SPALDING NW (2017)
 ML0115
 ML0115                         *CURRENT SURVEY CONTROL
 ML0115  ______________________________________________________________________
 ML0115* NAD 83(1986) POSITION- 41 41 57.     (N) 098 23 57.     (W)   SCALED
 ML0115* NAVD 88 ORTHO HEIGHT -   584.263 (meters)     1916.87  (feet) ADJUSTED
 ML0115  ______________________________________________________________________
 ML0115  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 ML0115  DYNAMIC HEIGHT  -        583.985 (meters)     1915.96  (feet) COMP
 ML0115  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 ML0115
 ML0115  VERT ORDER      -  SECOND    CLASS 0
 ML0115
 ML0115.The horizontal coordinates were scaled from a map and have
 ML0115.an estimated accuracy of +/- 6 seconds.
 ML0115
 ML0115.The orthometric height was determined by differential leveling and
 ML0115.adjusted by the NATIONAL GEODETIC SURVEY
 ML0115.in June 1991.
 ML0115
 ML0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0115.GEOID18 height accuracy estimate available here.
 ML0115
 ML0115.Click photographs - Photos may exist for this station.
 ML0115
 ML0115.The dynamic height is computed by dividing the NAVD 88
 ML0115.geopotential number by the normal gravity value computed on the
 ML0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0115.degrees latitude (g = 980.6199 gals.).
 ML0115
 ML0115.The modeled gravity was interpolated from observed gravity values.
 ML0115
 ML0115;                    North         East    Units  Estimated Accuracy
 ML0115;SPC NE       -   208,390.      633,200.      MT  (+/- 180 meters Scaled)
 ML0115
 ML0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM499165(NAD 83)
 ML0115
 ML0115                          SUPERSEDED SURVEY CONTROL
 ML0115
 ML0115  NGVD 29 (??/??/92)  584.022  (m)         1916.08   (f) ADJ UNCH    2 0
 ML0115
 ML0115.Superseded values are not recommended for survey control.
 ML0115
 ML0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0115.See file dsdata.pdf to determine how the superseded data were derived.
 ML0115
 ML0115_MARKER: DB = BENCH MARK DISK
 ML0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0115_STAMPING: A 311 1950
 ML0115_MARK LOGO: CGS
 ML0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0115+STABILITY: SURFACE MOTION
 ML0115
 ML0115  HISTORY     - Date     Condition        Report By
 ML0115  HISTORY     - 1950     MONUMENTED       CGS
 ML0115
 ML0115                          STATION DESCRIPTION
 ML0115
 ML0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0115'2 MI NW FROM SPALDING.
 ML0115'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0115'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, AT THE SPALDING AIRPORT,
 ML0115'350 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 300 FEET
 ML0115'SOUTHEAST OF A GATE IN A NORTH AND SOUTH FENCE, 3.2 FEET NORTHWEST
 ML0115'OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A
 ML0115'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1631 ***********************************************************************
 MK1631  DESIGNATION -  A 312
 MK1631  PID         -  MK1631
 MK1631  STATE/COUNTY-  NE/MADISON
 MK1631  COUNTRY     -  US
 MK1631  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1631
 MK1631                         *CURRENT SURVEY CONTROL
 MK1631  ______________________________________________________________________
 MK1631* NAD 83(1986) POSITION- 41 44 50.     (N) 097 47 39.     (W)   SCALED
 MK1631* NAVD 88 ORTHO HEIGHT -   530.676 (meters)     1741.06  (feet) ADJUSTED
 MK1631  ______________________________________________________________________
 MK1631  GEOID HEIGHT    -        -24.414 (meters)                     GEOID18
 MK1631  DYNAMIC HEIGHT  -        530.459 (meters)     1740.35  (feet) COMP
 MK1631  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 MK1631
 MK1631  VERT ORDER      -  SECOND    CLASS 0
 MK1631
 MK1631.The horizontal coordinates were scaled from a map and have
 MK1631.an estimated accuracy of +/- 6 seconds.
 MK1631
 MK1631.The orthometric height was determined by differential leveling and
 MK1631.adjusted by the NATIONAL GEODETIC SURVEY
 MK1631.in June 1991.
 MK1631
 MK1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1631.GEOID18 height accuracy estimate available here.
 MK1631
 MK1631.Click photographs - Photos may exist for this station.
 MK1631
 MK1631.The dynamic height is computed by dividing the NAVD 88
 MK1631.geopotential number by the normal gravity value computed on the
 MK1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1631.degrees latitude (g = 980.6199 gals.).
 MK1631
 MK1631.The modeled gravity was interpolated from observed gravity values.
 MK1631
 MK1631;                    North         East    Units  Estimated Accuracy
 MK1631;SPC NE       -   214,830.      683,400.      MT  (+/- 180 meters Scaled)
 MK1631
 MK1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM002224(NAD 83)
 MK1631
 MK1631                          SUPERSEDED SURVEY CONTROL
 MK1631
 MK1631  NGVD 29 (??/??/92)  530.481  (m)         1740.42   (f) ADJ UNCH    2 0
 MK1631
 MK1631.Superseded values are not recommended for survey control.
 MK1631
 MK1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1631.See file dsdata.pdf to determine how the superseded data were derived.
 MK1631
 MK1631_MARKER: DB = BENCH MARK DISK
 MK1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1631_STAMPING: A 312 1950
 MK1631_MARK LOGO: CGS
 MK1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1631+STABILITY: SURFACE MOTION
 MK1631
 MK1631  HISTORY     - Date     Condition        Report By
 MK1631  HISTORY     - 1950     MONUMENTED       CGS
 MK1631  HISTORY     - 1989     GOOD             LOCSUR
 MK1631  HISTORY     - 20210823 MARK NOT FOUND   NDOT
 MK1631
 MK1631                          STATION DESCRIPTION
 MK1631
 MK1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1631'0.8 MI NW FROM NEWMAN GROVE.
 MK1631'0.8 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1631'FROM THE STATION AT NEWMAN GROVE, AT A ROAD CROSSING, 43 FEET
 MK1631'EAST OF THE CENTER LINE OF THE ROAD, 45.7 FEET SOUTH OF THE SOUTH
 MK1631'RAIL, 6 FEET EAST OF A FENCE CORNER, 1.6 FEET NORTH OF A FENCE,
 MK1631'3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1631'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1631
 MK1631                          STATION RECOVERY (1989)
 MK1631
 MK1631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1631'RECOVERED IN GOOD CONDITION.
 MK1631
 MK1631                          STATION RECOVERY (2021)
 MK1631
 MK1631'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2021 (WAL)
 MK1631'AREA FARMED VERY CLOSE TO ROADWAY.  1 TIE LEFT FROM ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0103 ***********************************************************************
 ML0103  DESIGNATION -  A 313
 ML0103  PID         -  ML0103
 ML0103  STATE/COUNTY-  NE/BOONE
 ML0103  COUNTRY     -  US
 ML0103  USGS QUAD   -  ELGIN SW (2017)
 ML0103
 ML0103                         *CURRENT SURVEY CONTROL
 ML0103  ______________________________________________________________________
 ML0103* NAD 83(1986) POSITION- 41 46 14.     (N) 098 14 19.     (W)   SCALED
 ML0103* NAVD 88 ORTHO HEIGHT -   629.460 (meters)     2065.15  (feet) ADJUSTED
 ML0103  ______________________________________________________________________
 ML0103  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 ML0103  DYNAMIC HEIGHT  -        629.170 (meters)     2064.20  (feet) COMP
 ML0103  MODELED GRAVITY -    980,141.1   (mgal)                       NAVD 88
 ML0103
 ML0103  VERT ORDER      -  SECOND    CLASS 0
 ML0103
 ML0103.The horizontal coordinates were scaled from a map and have
 ML0103.an estimated accuracy of +/- 6 seconds.
 ML0103
 ML0103.The orthometric height was determined by differential leveling and
 ML0103.adjusted by the NATIONAL GEODETIC SURVEY
 ML0103.in June 1991.
 ML0103
 ML0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0103.GEOID18 height accuracy estimate available here.
 ML0103
 ML0103.Click photographs - Photos may exist for this station.
 ML0103
 ML0103.The dynamic height is computed by dividing the NAVD 88
 ML0103.geopotential number by the normal gravity value computed on the
 ML0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0103.degrees latitude (g = 980.6199 gals.).
 ML0103
 ML0103.The modeled gravity was interpolated from observed gravity values.
 ML0103
 ML0103;                    North         East    Units  Estimated Accuracy
 ML0103;SPC NE       -   216,570.      646,400.      MT  (+/- 180 meters Scaled)
 ML0103
 ML0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM632245(NAD 83)
 ML0103
 ML0103                          SUPERSEDED SURVEY CONTROL
 ML0103
 ML0103  NGVD 29 (??/??/92)  629.220  (m)         2064.37   (f) ADJ UNCH    2 0
 ML0103
 ML0103.Superseded values are not recommended for survey control.
 ML0103
 ML0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0103.See file dsdata.pdf to determine how the superseded data were derived.
 ML0103
 ML0103_MARKER: DB = BENCH MARK DISK
 ML0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0103_STAMPING: A 313 1950
 ML0103_MARK LOGO: CGS
 ML0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0103+STABILITY: SURFACE MOTION
 ML0103
 ML0103  HISTORY     - Date     Condition        Report By
 ML0103  HISTORY     - 1950     MONUMENTED       CGS
 ML0103  HISTORY     - 20100819 GOOD             JEOCON
 ML0103
 ML0103                          STATION DESCRIPTION
 ML0103
 ML0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0103'8.7 MI W FROM LORETTO.
 ML0103'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0103'LORETTO, THENCE 7.45 MILES WEST ALONG A SAND ROAD, AT A ROAD
 ML0103'INTERSECTION, 300 FEET EAST OF A FARMHOUSE WHICH IS ON THE NORTH
 ML0103'SIDE OF THE ROAD, 68 FEET NORTH OF THE CENTER LINE OF AN EAST
 ML0103'AND WEST ROAD, 28 FEET NORTH OF A FENCE CORNER, 24 FEET EAST OF
 ML0103'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.5 FEET WEST OF A
 ML0103'FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0103'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0103
 ML0103                          STATION RECOVERY (2010)
 ML0103
 ML0103'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0103'HAND HELD GPS     41 46'14.2''N     98 14'19.2''W
 ML0103'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0027 ***********************************************************************
 MM0027  DESIGNATION -  A 314
 MM0027  PID         -  MM0027
 MM0027  STATE/COUNTY-  NE/BLAINE
 MM0027  COUNTRY     -  US
 MM0027  USGS QUAD   -  DUNNING (2017)
 MM0027
 MM0027                         *CURRENT SURVEY CONTROL
 MM0027  ______________________________________________________________________
 MM0027* NAD 83(1986) POSITION- 41 48 44.     (N) 100 00 55.     (W)   SCALED
 MM0027* NAVD 88 ORTHO HEIGHT -   791.835 (meters)     2597.88  (feet) ADJUSTED
 MM0027  ______________________________________________________________________
 MM0027  GEOID HEIGHT    -        -22.338 (meters)                     GEOID18
 MM0027  DYNAMIC HEIGHT  -        791.431 (meters)     2596.55  (feet) COMP
 MM0027  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 MM0027
 MM0027  VERT ORDER      -  SECOND    CLASS 0
 MM0027
 MM0027.The horizontal coordinates were scaled from a map and have
 MM0027.an estimated accuracy of +/- 6 seconds.
 MM0027
 MM0027.The orthometric height was determined by differential leveling and
 MM0027.adjusted by the NATIONAL GEODETIC SURVEY
 MM0027.in June 1991.
 MM0027
 MM0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0027.GEOID18 height accuracy estimate available here.
 MM0027
 MM0027.Click photographs - Photos may exist for this station.
 MM0027
 MM0027.The dynamic height is computed by dividing the NAVD 88
 MM0027.geopotential number by the normal gravity value computed on the
 MM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0027.degrees latitude (g = 980.6199 gals.).
 MM0027
 MM0027.The modeled gravity was interpolated from observed gravity values.
 MM0027
 MM0027;                    North         East    Units  Estimated Accuracy
 MM0027;SPC NE       -   219,710.      498,730.      MT  (+/- 180 meters Scaled)
 MM0027
 MM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM156294(NAD 83)
 MM0027
 MM0027                          SUPERSEDED SURVEY CONTROL
 MM0027
 MM0027  NGVD 29 (??/??/92)  791.546  (m)         2596.93   (f) ADJ UNCH    2 0
 MM0027
 MM0027.Superseded values are not recommended for survey control.
 MM0027
 MM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0027.See file dsdata.pdf to determine how the superseded data were derived.
 MM0027
 MM0027_MARKER: DB = BENCH MARK DISK
 MM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0027_STAMPING: A 314 1950
 MM0027_MARK LOGO: CGS
 MM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0027+STABILITY: SURFACE MOTION
 MM0027
 MM0027  HISTORY     - Date     Condition        Report By
 MM0027  HISTORY     - 1950     MONUMENTED       CGS
 MM0027  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0027
 MM0027                          STATION DESCRIPTION
 MM0027
 MM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0027'5.4 MI E FROM DUNNING.
 MM0027'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0027'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 MM0027'ALONG A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 MM0027'LINE, ON THE OUTSIDE OF A CURVE IN A ROAD, 200 FEET SOUTHWEST
 MM0027'OF A FARMHOUSE, 75 FEET NORTHWEST OF ANOTHER FARMHOUSE, 43 FEET
 MM0027'NORTHWEST OF THE CENTER LINE OF A ROAD, 1 FOOT EAST OF A FENCE,
 MM0027'2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MM0027'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0027
 MM0027                          STATION RECOVERY (1985)
 MM0027
 MM0027'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0527 ***********************************************************************
 LH0527  DESIGNATION -  A 315
 LH0527  PID         -  LH0527
 LH0527  STATE/COUNTY-  NE/BUFFALO
 LH0527  COUNTRY     -  US
 LH0527  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0527
 LH0527                         *CURRENT SURVEY CONTROL
 LH0527  ______________________________________________________________________
 LH0527* NAD 83(1986) POSITION- 40 41 59.     (N) 099 14 12.     (W)   SCALED
 LH0527* NAVD 88 ORTHO HEIGHT -   673.804 (meters)     2210.64  (feet) ADJUSTED
 LH0527  ______________________________________________________________________
 LH0527  GEOID HEIGHT    -        -24.387 (meters)                     GEOID18
 LH0527  DYNAMIC HEIGHT  -        673.418 (meters)     2209.37  (feet) COMP
 LH0527  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 LH0527
 LH0527  VERT ORDER      -  FIRST     CLASS II
 LH0527
 LH0527.The horizontal coordinates were scaled from a map and have
 LH0527.an estimated accuracy of +/- 6 seconds.
 LH0527
 LH0527.The orthometric height was determined by differential leveling and
 LH0527.adjusted by the NATIONAL GEODETIC SURVEY
 LH0527.in June 1991.
 LH0527
 LH0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0527.GEOID18 height accuracy estimate available here.
 LH0527
 LH0527.Click photographs - Photos may exist for this station.
 LH0527
 LH0527.The dynamic height is computed by dividing the NAVD 88
 LH0527.geopotential number by the normal gravity value computed on the
 LH0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0527.degrees latitude (g = 980.6199 gals.).
 LH0527
 LH0527.The modeled gravity was interpolated from observed gravity values.
 LH0527
 LH0527;                    North         East    Units  Estimated Accuracy
 LH0527;SPC NE       -    96,480.      564,500.      MT  (+/- 180 meters Scaled)
 LH0527
 LH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800054(NAD 83)
 LH0527
 LH0527                          SUPERSEDED SURVEY CONTROL
 LH0527
 LH0527  NGVD 29 (02/14/92)  673.545  (m)         2209.79   (f) ADJUSTED    1 2
 LH0527  NGVD 29 (??/??/87)  673.553  (m)         2209.82   (f) SUPERSEDED  1 2
 LH0527
 LH0527.Superseded values are not recommended for survey control.
 LH0527
 LH0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0527.See file dsdata.pdf to determine how the superseded data were derived.
 LH0527
 LH0527_MARKER: DB = BENCH MARK DISK
 LH0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0527_STAMPING: A 315 1950
 LH0527_MARK LOGO: CGS
 LH0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0527+STABILITY: SURFACE MOTION
 LH0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0527+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0527
 LH0527  HISTORY     - Date     Condition        Report By
 LH0527  HISTORY     - 1950     MONUMENTED       CGS
 LH0527  HISTORY     - 19910923 GOOD             NGS
 LH0527  HISTORY     - 20050906 MARK NOT FOUND   NEDR
 LH0527
 LH0527                          STATION DESCRIPTION
 LH0527
 LH0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0527'1 MI E FROM ODESSA.
 LH0527'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0527'AT ODESSA, AT A ROAD CROSSING, 62 FEET WEST OF THE CENTER LINE
 LH0527'OF A DIRT ROAD LEADING SOUTH, 44 FEET SOUTH OF THE SOUTH RAIL
 LH0527'OF THE SOUTH TRACK, 23 FEET NORTH OF THE CENTER LINE OF A DIRT
 LH0527'ROAD LEADING WEST ALONG THE RAILROAD, 7 FEET SOUTHEAST OF A
 LH0527'POWER POLE, 1.3 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A WITNESS
 LH0527'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LH0527'ABOVE THE GROUND.
 LH0527
 LH0527                          STATION RECOVERY (1991)
 LH0527
 LH0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0527'13.0 KM (8.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0527'OF STATE HIGHWAY 44 IN KEARNEY, 65.0 M (213.3 FT) SOUTH OF THE
 LH0527'HIGHWAY CENTERLINE, 18.1 M (59.4 FT) WEST OF THE CENTER OF A GRAVELED
 LH0527'ROAD, 13.5 M (44.3 FT) SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0527'RAILROAD, 7.1 M (23.3 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 1.4
 LH0527'M (4.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 LH0527'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0527
 LH0527                          STATION RECOVERY (2005)
 LH0527
 LH0527'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 LH0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0819 ***********************************************************************
 ML0819  DESIGNATION -  A 316
 ML0819  PID         -  ML0819
 ML0819  STATE/COUNTY-  NE/DAWSON
 ML0819  COUNTRY     -  US
 ML0819  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0819
 ML0819                         *CURRENT SURVEY CONTROL
 ML0819  ______________________________________________________________________
 ML0819* NAD 83(1986) POSITION- 41 00 10.06   (N) 099 38 40.88   (W)   HD_HELD1
 ML0819* NAVD 88 ORTHO HEIGHT -   770.930 (meters)     2529.29  (feet) ADJUSTED
 ML0819  ______________________________________________________________________
 ML0819  GEOID HEIGHT    -        -23.504 (meters)                     GEOID18
 ML0819  DYNAMIC HEIGHT  -        770.489 (meters)     2527.85  (feet) COMP
 ML0819  MODELED GRAVITY -    980,026.1   (mgal)                       NAVD 88
 ML0819
 ML0819  VERT ORDER      -  SECOND    CLASS 0
 ML0819
 ML0819.The horizontal coordinates were determined by differentially corrected
 ML0819.hand held GPS observations or other comparable positioning techniques
 ML0819.and have an estimated accuracy of +/- 3 meters.
 ML0819
 ML0819.The orthometric height was determined by differential leveling and
 ML0819.adjusted by the NATIONAL GEODETIC SURVEY
 ML0819.in June 1991.
 ML0819
 ML0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0819.GEOID18 height accuracy estimate available here.
 ML0819
 ML0819.Click photographs - Photos may exist for this station.
 ML0819
 ML0819.The dynamic height is computed by dividing the NAVD 88
 ML0819.geopotential number by the normal gravity value computed on the
 ML0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0819.degrees latitude (g = 980.6199 gals.).
 ML0819
 ML0819.The modeled gravity was interpolated from observed gravity values.
 ML0819
 ML0819;                    North         East    Units  Estimated Accuracy
 ML0819;SPC NE       -   129,902.6     529,883.8     MT  (+/- 3 meters HH1 GPS) 
 ML0819
 ML0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4578239267(NAD 83)
 ML0819
 ML0819                          SUPERSEDED SURVEY CONTROL
 ML0819
 ML0819  NGVD 29 (??/??/92)  770.645  (m)         2528.36   (f) ADJ UNCH    2 0
 ML0819
 ML0819.Superseded values are not recommended for survey control.
 ML0819
 ML0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0819.See file dsdata.pdf to determine how the superseded data were derived.
 ML0819
 ML0819_MARKER: DB = BENCH MARK DISK
 ML0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0819_STAMPING: A 316 1950
 ML0819_MARK LOGO: CGS
 ML0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0819+STABILITY: SURFACE MOTION
 ML0819
 ML0819  HISTORY     - Date     Condition        Report By
 ML0819  HISTORY     - 1950     MONUMENTED       CGS
 ML0819
 ML0819                          STATION DESCRIPTION
 ML0819
 ML0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0819'1.5 MI SW FROM EDDYVILLE.
 ML0819'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE POST
 ML0819'OFFICE AT EDDYVILLE, THENCE 1.0 MILE WEST ALONG A GRAVELED
 ML0819'ROAD, AT THE NORTHWEST CORNER OF A PASTURE, OVERLOOKING A RAVINE
 ML0819'TO THE SOUTHEAST, 80 FEET SOUTH OF THE CENTER LINE OF THE
 ML0819'GRAVELED ROAD, 43 FEET SOUTH OF A EAST-WEST FENCE LINE, 2.0
 ML0819'FEET EAST OF A SECTION LINE FENCE, 1.2 FEET NORTH OF A
 ML0819'REFERENCE POST, AND SET IN THE TOP OF A 5.2 FOOT CONCRETE POST
 ML0819'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0051 ***********************************************************************
 MM0051  DESIGNATION -  A 317
 MM0051  PID         -  MM0051
 MM0051  STATE/COUNTY-  NE/CUSTER
 MM0051  COUNTRY     -  US
 MM0051  USGS QUAD   -  ARNOLD (2017)
 MM0051
 MM0051                         *CURRENT SURVEY CONTROL
 MM0051  ______________________________________________________________________
 MM0051* NAD 83(1986) POSITION- 41 25 20.     (N) 100 09 17.     (W)   SCALED
 MM0051* NAVD 88 ORTHO HEIGHT -   821.022 (meters)     2693.64  (feet) ADJUSTED
 MM0051  ______________________________________________________________________
 MM0051  GEOID HEIGHT    -        -22.062 (meters)                     GEOID18
 MM0051  DYNAMIC HEIGHT  -        820.586 (meters)     2692.21  (feet) COMP
 MM0051  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 MM0051
 MM0051  VERT ORDER      -  SECOND    CLASS 0
 MM0051
 MM0051.The horizontal coordinates were scaled from a map and have
 MM0051.an estimated accuracy of +/- 6 seconds.
 MM0051
 MM0051.The orthometric height was determined by differential leveling and
 MM0051.adjusted by the NATIONAL GEODETIC SURVEY
 MM0051.in June 1991.
 MM0051
 MM0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0051.GEOID18 height accuracy estimate available here.
 MM0051
 MM0051.Click photographs - Photos may exist for this station.
 MM0051
 MM0051.The dynamic height is computed by dividing the NAVD 88
 MM0051.geopotential number by the normal gravity value computed on the
 MM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0051.degrees latitude (g = 980.6199 gals.).
 MM0051
 MM0051.The modeled gravity was interpolated from observed gravity values.
 MM0051
 MM0051;                    North         East    Units  Estimated Accuracy
 MM0051;SPC NE       -   176,420.      487,070.      MT  (+/- 180 meters Scaled)
 MM0051
 MM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML035862(NAD 83)
 MM0051
 MM0051                          SUPERSEDED SURVEY CONTROL
 MM0051
 MM0051  NGVD 29 (??/??/92)  820.778  (m)         2692.84   (f) ADJ UNCH    2 0
 MM0051
 MM0051.Superseded values are not recommended for survey control.
 MM0051
 MM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0051.See file dsdata.pdf to determine how the superseded data were derived.
 MM0051
 MM0051_MARKER: DB = BENCH MARK DISK
 MM0051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0051_SP_SET: CULVERT HEADWALL
 MM0051_STAMPING: A 317 1950
 MM0051_MARK LOGO: CGS
 MM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0051+STABILITY: SURFACE MOTION
 MM0051
 MM0051  HISTORY     - Date     Condition        Report By
 MM0051  HISTORY     - 1950     MONUMENTED       CGS
 MM0051
 MM0051                          STATION DESCRIPTION
 MM0051
 MM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0051'1.9 MI E FROM ARNOLD.
 MM0051'1.9 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0051'UNION PACIFIC RAILROAD STATION AT ARNOLD, AT A JUNCTION WITH A
 MM0051'DIRT ROAD LEADING NORTH, 137 FEET EAST OF THE EXTENDED CENTER LINE
 MM0051'OF THE ROAD LEADING NORTH, 14 FEET SOUTH OF THE CENTER LINE OF THE
 MM0051'HIGHWAY, AND SET IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL
 MM0051'OF A 4-FOOT CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1217 ***********************************************************************
 ML1217  DESIGNATION -  A 318 RESET
 ML1217  PID         -  ML1217
 ML1217  STATE/COUNTY-  NE/CUSTER
 ML1217  COUNTRY     -  US
 ML1217  USGS QUAD   -  CALLAWAY NW (2017)
 ML1217
 ML1217                         *CURRENT SURVEY CONTROL
 ML1217  ______________________________________________________________________
 ML1217* NAD 83(1986) POSITION- 41 28 53.     (N) 099 56 33.     (W)   SCALED
 ML1217* NAVD 88 ORTHO HEIGHT -   905.91  (meters)     2972.1   (feet) RESET
 ML1217  ______________________________________________________________________
 ML1217  GEOID HEIGHT    -        -22.324 (meters)                     GEOID18
 ML1217  VERT ORDER      -  THIRD
 ML1217
 ML1217.The horizontal coordinates were scaled from a map and have
 ML1217.an estimated accuracy of +/- 6 seconds.
 ML1217
 ML1217.The orthometric height was computed from unverified reset data.
 ML1217
 ML1217.No vertical observational check was made to the station.
 ML1217
 ML1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1217.GEOID18 height accuracy estimate available here.
 ML1217
 ML1217.Click photographs - Photos may exist for this station.
 ML1217
 ML1217;                    North         East    Units  Estimated Accuracy
 ML1217;SPC NE       -   182,980.      504,800.      MT  (+/- 180 meters Scaled)
 ML1217
 ML1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML213926(NAD 83)
 ML1217
 ML1217                          SUPERSEDED SURVEY CONTROL
 ML1217
 ML1217  NGVD 29 (01/31/13)  905.66   (m)         2971.3    (f) RESET       3  
 ML1217
 ML1217.Superseded values are not recommended for survey control.
 ML1217
 ML1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1217.See file dsdata.pdf to determine how the superseded data were derived.
 ML1217
 ML1217_MARKER: DV = VERTICAL CONTROL DISK
 ML1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1217_STAMPING: A 318 RESET 1984
 ML1217_MARK LOGO: NGS
 ML1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1217+STABILITY: SURFACE MOTION
 ML1217
 ML1217  HISTORY     - Date     Condition        Report By
 ML1217  HISTORY     - 1984     MONUMENTED       NGS
 ML1217
 ML1217                          STATION DESCRIPTION
 ML1217
 ML1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1217'14.97 KM (9.30 MI) WEST ALONG STATE HIGHWAYS 70 AND 92 FROM THE
 ML1217'JUNCTION WITH STATE HIGHWAYS 2 AND 92 IN MERNA, TO A GRAVELED
 ML1217'CROSSROAD AND THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE OF THE
 ML1217'INTERSECTION, 18.3 M (60.0 FT) NORTH FROM THE CENTERLINE OF THE
 ML1217'HIGHWAY, 10.8 M (35.4 FT) WEST FROM THE CENTERLINE OF THE GRAVELED
 ML1217'ROAD, 1.53 M (5.02 FT) SOUTHWEST FROM A JUNCTION POWERLINE POLE, 0.32
 ML1217'M (1.05 FT) EAST FROM A WITNESS POST, SET IN THE TOP OF A 12-INCH
 ML1217'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT 0.9 M
 ML1217'(3.0 FT) HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1216 ***********************************************************************
 ML1216  DESIGNATION -  A 319 RESET
 ML1216  PID         -  ML1216
 ML1216  STATE/COUNTY-  NE/CUSTER
 ML1216  COUNTRY     -  US
 ML1216  USGS QUAD   -  MILBURN (2017)
 ML1216
 ML1216                         *CURRENT SURVEY CONTROL
 ML1216  ______________________________________________________________________
 ML1216* NAD 83(1986) POSITION- 41 41 52.     (N) 099 41 33.     (W)   SCALED
 ML1216* NAVD 88 ORTHO HEIGHT -   754.08  (meters)     2474.0   (feet) RESET
 ML1216  ______________________________________________________________________
 ML1216  GEOID HEIGHT    -        -22.656 (meters)                     GEOID18
 ML1216  VERT ORDER      -  THIRD
 ML1216
 ML1216.The horizontal coordinates were scaled from a map and have
 ML1216.an estimated accuracy of +/- 6 seconds.
 ML1216
 ML1216.The orthometric height was computed from unverified reset data.
 ML1216
 ML1216.No vertical observational check was made to the station.
 ML1216
 ML1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1216.GEOID18 height accuracy estimate available here.
 ML1216
 ML1216.Click photographs - Photos may exist for this station.
 ML1216
 ML1216;                    North         East    Units  Estimated Accuracy
 ML1216;SPC NE       -   207,050.      525,590.      MT  (+/- 180 meters Scaled)
 ML1216
 ML1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM423164(NAD 83)
 ML1216
 ML1216                          SUPERSEDED SURVEY CONTROL
 ML1216
 ML1216  NGVD 29 (01/31/13)  753.80   (m)         2473.1    (f) RESET       3  
 ML1216
 ML1216.Superseded values are not recommended for survey control.
 ML1216
 ML1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1216.See file dsdata.pdf to determine how the superseded data were derived.
 ML1216
 ML1216_MARKER: DV = VERTICAL CONTROL DISK
 ML1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1216_STAMPING: A 319 1984
 ML1216_MARK LOGO: NGS
 ML1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1216+STABILITY: SURFACE MOTION
 ML1216
 ML1216  HISTORY     - Date     Condition        Report By
 ML1216  HISTORY     - 1984     MONUMENTED       LOCENG
 ML1216
 ML1216                          STATION DESCRIPTION
 ML1216
 ML1216'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 ML1216'FROM THE COMMUNITY HALL IN MILBURN, THENCE SOUTHEASTERLY ON A
 ML1216'GRAVELED ROAD 3.5 MILES (5.6 KM) TO A CURVE IN THE ROAD TO THE EAST,
 ML1216'MONUMENT IS 237 FEET (72.2 M) SOUTHWESTERLY FROM THE CENTERLINE OF A
 ML1216'GRAVELED ROAD, 31.9 FEET (9.7 M) WEST OF THE SOUTHEAST CORNER OF
 ML1216'SECTION 14-TOWNSHIP 20 NORTH-RANGE 21 WEST, MONUMENT IS 1 FOOT (0.3
 ML1216'M) NORTH OF A CORNER POST OF A FENCE LINE EXTENDING WEST, SET A
 ML1216'WITNESS POST 1 FOOT (0.3 M) EAST OF MONUMENT WHICH IS A 12 INCH
 ML1216'CONCRETE POST WITH BRASS MONUMENT IN THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0261 ***********************************************************************
 MM0261  DESIGNATION -  A 32
 MM0261  PID         -  MM0261
 MM0261  STATE/COUNTY-  NE/GRANT
 MM0261  COUNTRY     -  US
 MM0261  USGS QUAD   -  SPRING VALLEY (2017)
 MM0261
 MM0261                         *CURRENT SURVEY CONTROL
 MM0261  ______________________________________________________________________
 MM0261* NAD 83(1986) POSITION- 41 46 14.     (N) 101 40 57.     (W)   SCALED
 MM0261* NAVD 88 ORTHO HEIGHT -  1132.087 (meters)     3714.19  (feet) ADJUSTED
 MM0261  ______________________________________________________________________
 MM0261  GEOID HEIGHT    -        -19.761 (meters)                     GEOID18
 MM0261  DYNAMIC HEIGHT  -       1131.438 (meters)     3712.06  (feet) COMP
 MM0261  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 MM0261
 MM0261  VERT ORDER      -  SECOND    CLASS 0
 MM0261
 MM0261.The horizontal coordinates were scaled from a map and have
 MM0261.an estimated accuracy of +/- 6 seconds.
 MM0261
 MM0261.The orthometric height was determined by differential leveling and
 MM0261.adjusted by the NATIONAL GEODETIC SURVEY
 MM0261.in June 1991.
 MM0261
 MM0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0261.GEOID18 height accuracy estimate available here.
 MM0261
 MM0261.Click photographs - Photos may exist for this station.
 MM0261
 MM0261.The dynamic height is computed by dividing the NAVD 88
 MM0261.geopotential number by the normal gravity value computed on the
 MM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0261.degrees latitude (g = 980.6199 gals.).
 MM0261
 MM0261.The modeled gravity was interpolated from observed gravity values.
 MM0261
 MM0261;                    North         East    Units  Estimated Accuracy
 MM0261;SPC NE       -   216,440.      360,160.      MT  (+/- 180 meters Scaled)
 MM0261
 MM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM770277(NAD 83)
 MM0261
 MM0261                          SUPERSEDED SURVEY CONTROL
 MM0261
 MM0261  NGVD 29 (??/??/92) 1131.625  (m)         3712.67   (f) ADJ UNCH    2 0
 MM0261
 MM0261.Superseded values are not recommended for survey control.
 MM0261
 MM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0261.See file dsdata.pdf to determine how the superseded data were derived.
 MM0261
 MM0261_MARKER: DB = BENCH MARK DISK
 MM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0261_STAMPING: A 32 1934
 MM0261_MARK LOGO: CGS
 MM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0261+STABILITY: SURFACE MOTION
 MM0261
 MM0261  HISTORY     - Date     Condition        Report By
 MM0261  HISTORY     - 1934     MONUMENTED       CGS
 MM0261  HISTORY     - 1984     GOOD             USGS
 MM0261
 MM0261                          STATION DESCRIPTION
 MM0261
 MM0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0261'16.9 MI N FROM ARTHUR.
 MM0261'IN GRANT COUNTY, 16.9 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 MM0261'ARTHUR, ARTHUR COUNTY, 200 YARDS NORTH OF A SMALL LAKE NEAR A
 MM0261'RANCH HOUSE, AND 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MM0261'HIGHWAY.  A STANDARD DISK, STAMPED A 32 1934 AND SET IN THE TOP
 MM0261'OF A CONCRETE POST.
 MM0261
 MM0261                          STATION RECOVERY (1984)
 MM0261
 MM0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0261'HYANNIS, ABOUT 15.0 MILES SOUTH AND ABOUT 3.9 MILES EAST OF, T. 21
 MM0261'N., R. 38 W., ABOUT 650 FEET WEST OF THE CORNER OF SECTIONS 23, 24,
 MM0261'25, AND 26, ABOUT 1700 FEET NORTH OF A WINDMILL, 225 FEET EAST OF A
 MM0261'NORTH-SOUTH FENCE, 30 FEET SOUTHEAST OF A TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0833 ***********************************************************************
 LH0833  DESIGNATION -  A 320
 LH0833  PID         -  LH0833
 LH0833  STATE/COUNTY-  NE/DAWSON
 LH0833  COUNTRY     -  US
 LH0833  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0833
 LH0833                         *CURRENT SURVEY CONTROL
 LH0833  ______________________________________________________________________
 LH0833* NAD 83(1986) POSITION- 40 51 33.     (N) 099 45 59.     (W)   SCALED
 LH0833* NAVD 88 ORTHO HEIGHT -   742.754 (meters)     2436.85  (feet) ADJUSTED
 LH0833  ______________________________________________________________________
 LH0833  GEOID HEIGHT    -        -23.629 (meters)                     GEOID18
 LH0833  DYNAMIC HEIGHT  -        742.323 (meters)     2435.44  (feet) COMP
 LH0833  MODELED GRAVITY -    980,019.3   (mgal)                       NAVD 88
 LH0833
 LH0833  VERT ORDER      -  SECOND    CLASS 0
 LH0833
 LH0833.The horizontal coordinates were scaled from a map and have
 LH0833.an estimated accuracy of +/- 6 seconds.
 LH0833
 LH0833.The orthometric height was determined by differential leveling and
 LH0833.adjusted by the NATIONAL GEODETIC SURVEY
 LH0833.in June 1991.
 LH0833
 LH0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0833.GEOID18 height accuracy estimate available here.
 LH0833
 LH0833.Click photographs - Photos may exist for this station.
 LH0833
 LH0833.The dynamic height is computed by dividing the NAVD 88
 LH0833.geopotential number by the normal gravity value computed on the
 LH0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0833.degrees latitude (g = 980.6199 gals.).
 LH0833
 LH0833.The modeled gravity was interpolated from observed gravity values.
 LH0833
 LH0833;                    North         East    Units  Estimated Accuracy
 LH0833;SPC NE       -   113,920.      519,690.      MT  (+/- 180 meters Scaled)
 LH0833
 LH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML354234(NAD 83)
 LH0833
 LH0833                          SUPERSEDED SURVEY CONTROL
 LH0833
 LH0833  NGVD 29 (??/??/92)  742.469  (m)         2435.92   (f) ADJ UNCH    2 0
 LH0833
 LH0833.Superseded values are not recommended for survey control.
 LH0833
 LH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0833.See file dsdata.pdf to determine how the superseded data were derived.
 LH0833
 LH0833_MARKER: DB = BENCH MARK DISK
 LH0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0833_STAMPING: A 320 1950
 LH0833_MARK LOGO: CGS
 LH0833_PROJECTION: FLUSH
 LH0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0833+STABILITY: SURFACE MOTION
 LH0833
 LH0833  HISTORY     - Date     Condition        Report By
 LH0833  HISTORY     - 1950     MONUMENTED       CGS
 LH0833
 LH0833                          STATION DESCRIPTION
 LH0833
 LH0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0833'6.8 MI NW FROM LEXINGTON.
 LH0833'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0833'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0833'STATE HIGHWAY 21, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD,
 LH0833'AT A FARMHOUSE OCCUPIED BY O.W. HAMAR, 167 FEET SOUTHWEST
 LH0833'OF THE SOUTHWEST CORNER OF THE HOUSE, 81 FEET SOUTH OF THE
 LH0833'SOUTHEAST CORNER OF A BARN, 45 FEET NORTH OF THE CENTER LINE
 LH0833'OF AN EAST AND WEST ROAD, 29 FEET WEST OF THE CENTER LINE
 LH0833'OF A PRIVATE DRIVEWAY, 4.2 FEET NORTH OF A FENCE CORNER, 1.3
 LH0833'FEET EAST OF A FENCE, 3.5 FEET NORTH OF A WITNESS POST, SET
 LH0833'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1199 ***********************************************************************
 ML1199  DESIGNATION -  A 321 RESET
 ML1199  PID         -  ML1199
 ML1199  STATE/COUNTY-  NE/DAWSON
 ML1199  COUNTRY     -  US
 ML1199  USGS QUAD   -  OCONTO SE (2017)
 ML1199
 ML1199                         *CURRENT SURVEY CONTROL
 ML1199  ______________________________________________________________________
 ML1199* NAD 83(1986) POSITION- 41 00 33.     (N) 099 47 08.     (W)   SCALED
 ML1199* NAVD 88 ORTHO HEIGHT -   815.73  (meters)     2676.3   (feet) RESET
 ML1199  ______________________________________________________________________
 ML1199  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 ML1199  VERT ORDER      -  THIRD
 ML1199
 ML1199.The horizontal coordinates were scaled from a map and have
 ML1199.an estimated accuracy of +/- 6 seconds.
 ML1199
 ML1199.The orthometric height was computed from unverified reset data.
 ML1199
 ML1199.No vertical observational check was made to the station.
 ML1199
 ML1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1199.GEOID18 height accuracy estimate available here.
 ML1199
 ML1199.Click photographs - Photos may exist for this station.
 ML1199
 ML1199;                    North         East    Units  Estimated Accuracy
 ML1199;SPC NE       -   130,570.      518,030.      MT  (+/- 180 meters Scaled)
 ML1199
 ML1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML339400(NAD 83)
 ML1199
 ML1199                          SUPERSEDED SURVEY CONTROL
 ML1199
 ML1199  NGVD 29 (01/31/13)  815.42   (m)         2675.3    (f) RESET       3  
 ML1199
 ML1199.Superseded values are not recommended for survey control.
 ML1199
 ML1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1199.See file dsdata.pdf to determine how the superseded data were derived.
 ML1199
 ML1199_MARKER: DV = VERTICAL CONTROL DISK
 ML1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1199_STAMPING: A 321 RESET 1987
 ML1199_MARK LOGO: NGS
 ML1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1199+STABILITY: SURFACE MOTION
 ML1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1199+SATELLITE: SATELLITE OBSERVATIONS - 1987
 ML1199
 ML1199  HISTORY     - Date     Condition        Report By
 ML1199  HISTORY     - 1987     MONUMENTED       NGS
 ML1199
 ML1199                          STATION DESCRIPTION
 ML1199
 ML1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 ML1199'0.56 KM (0.35 MI) SOUTH AND WEST ALONG STATE HIGHWAY 24C SPUR, FROM
 ML1199'THE POST OFFICE IN EDDYVILLE, THEN 0.64 KM (0.40 MI) LEFT AND SOUTH
 ML1199'ALONG STATE HIGHWAY 40 TO A PAVED COUNTY ROAD ON THE RIGHT, THEN
 ML1199'10.54 KM (6.55 MI) RIGHT AND WEST ALONG THE PAVED ROAD TO STATE
 ML1199'HIGHWAY 21, THEN 0.40 KM (0.25 MI) LEFT AND SOUTH ALONG THE HIGHWAY
 ML1199'TO A GRADED ROAD ON THE RIGHT, THEN 4.10 KM (2.55 MI) WEST ON A
 ML1199'WINDING, GRADED ROAD TO A Y-FORK AND THE MARK ON THE LEFT, 23.00 M
 ML1199'(75.5 FT) SOUTHWEST FROM THE CENTERLINE OF A CURVE TO THE WEST, 8.23 M
 ML1199'(27.0 FT) EAST FROM THE CENTERLINE OF AN OLD FARM DRIVEWAY, 0.46 M
 ML1199'(1.5 FT) NORTHWEST FROM A WITNESS POST AND SET INTO THE TOP OF A
 ML1199'CONCRETE POST THAT PROJECTS 0.23 M (0.8 FT) ABOVE THE GROUND AND IS
 ML1199'ABOUT 0.6 M (2.0 FT) BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0815 ***********************************************************************
 ML0815  DESIGNATION -  A 322
 ML0815  PID         -  ML0815
 ML0815  STATE/COUNTY-  NE/CUSTER
 ML0815  COUNTRY     -  US
 ML0815  USGS QUAD   -  CALLAWAY (2017)
 ML0815
 ML0815                         *CURRENT SURVEY CONTROL
 ML0815  ______________________________________________________________________
 ML0815* NAD 83(1986) POSITION- 41 19 32.7    (N) 099 55 18.3    (W)   HD_HELD2
 ML0815* NAVD 88 ORTHO HEIGHT -   803.921 (meters)     2637.53  (feet) ADJUSTED
 ML0815  ______________________________________________________________________
 ML0815  GEOID HEIGHT    -        -22.504 (meters)                     GEOID18
 ML0815  DYNAMIC HEIGHT  -        803.487 (meters)     2636.11  (feet) COMP
 ML0815  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 ML0815
 ML0815  VERT ORDER      -  SECOND    CLASS 0
 ML0815
 ML0815.The horizontal coordinates were established by autonomous hand held GPS
 ML0815.observations and have an estimated accuracy of +/- 10 meters.
 ML0815
 ML0815.The orthometric height was determined by differential leveling and
 ML0815.adjusted by the NATIONAL GEODETIC SURVEY
 ML0815.in June 1991.
 ML0815
 ML0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0815.GEOID18 height accuracy estimate available here.
 ML0815
 ML0815.Click photographs - Photos may exist for this station.
 ML0815
 ML0815.The dynamic height is computed by dividing the NAVD 88
 ML0815.geopotential number by the normal gravity value computed on the
 ML0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0815.degrees latitude (g = 980.6199 gals.).
 ML0815
 ML0815.The modeled gravity was interpolated from observed gravity values.
 ML0815
 ML0815;                    North         East    Units  Estimated Accuracy
 ML0815;SPC NE       -   165,699.      506,549.      MT  (+/- 10 meters HH2 GPS)
 ML0815
 ML0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2286175329(NAD 83)
 ML0815
 ML0815                          SUPERSEDED SURVEY CONTROL
 ML0815
 ML0815  NGVD 29 (??/??/92)  803.673  (m)         2636.72   (f) ADJ UNCH    2 0
 ML0815
 ML0815.Superseded values are not recommended for survey control.
 ML0815
 ML0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0815.See file dsdata.pdf to determine how the superseded data were derived.
 ML0815
 ML0815_MARKER: DB = BENCH MARK DISK
 ML0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0815_STAMPING: A 322 1950
 ML0815_MARK LOGO: CGS
 ML0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0815+STABILITY: SURFACE MOTION
 ML0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0815+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 ML0815
 ML0815  HISTORY     - Date     Condition        Report By
 ML0815  HISTORY     - 1950     MONUMENTED       CGS
 ML0815  HISTORY     - 20120625 GOOD             INDIV
 ML0815
 ML0815                          STATION DESCRIPTION
 ML0815
 ML0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0815'2.8 MI N FROM CALLAWAY.
 ML0815'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0815'RAILROAD STATION AT CALLAWAY, THENCE 1.5 MILES NORTH ALONG A
 ML0815'GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A WINDING GRAVELED
 ML0815'ROAD, ON THE SOUTH SLOPE OF A HILL, 61 FEET WEST OF THE CENTER
 ML0815'LINE OF THE ROAD, 0.3 MILE NORTH OF A ROAD LEADING EAST, 1.5
 ML0815'FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN
 ML0815'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0815'GROUND.
 ML0815
 ML0815                          STATION RECOVERY (2012)
 ML0815
 ML0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0815'FOUND MARK IN GOOD CONDITION, 0.2 TENTHS ABOVE GROUND, 63.0 FEET WEST
 ML0815'OF CENTERLINE COUNTY ROAD, 17.4 FEET WEST OF CARSONITE WITNESS SIGN,
 ML0815'18.78 FEET WEST OF NAIL TOP OF ROW FENCE POST, 26.16 FEET WSW OF NAIL
 ML0815'TOP OF ROW FENCE POST, 67.75 FEET SW OF NAIL IN GUY POWER POLE. WE PUT
 ML0815'A 16 INCH LONG REBAR ON NORTH SIDE OF BENCH MARK BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0682 ***********************************************************************
 ML0682  DESIGNATION -  A 323
 ML0682  PID         -  ML0682
 ML0682  STATE/COUNTY-  NE/VALLEY
 ML0682  COUNTRY     -  US
 ML0682  USGS QUAD   -  ARCADIA WEST (2017)
 ML0682
 ML0682                         *CURRENT SURVEY CONTROL
 ML0682  ______________________________________________________________________
 ML0682* NAD 83(1986) POSITION- 41 26 06.     (N) 099 08 06.     (W)   SCALED
 ML0682* NAVD 88 ORTHO HEIGHT -   660.884 (meters)     2168.25  (feet) ADJUSTED
 ML0682  ______________________________________________________________________
 ML0682  GEOID HEIGHT    -        -23.591 (meters)                     GEOID18
 ML0682  DYNAMIC HEIGHT  -        660.551 (meters)     2167.16  (feet) COMP
 ML0682  MODELED GRAVITY -    980,098.7   (mgal)                       NAVD 88
 ML0682
 ML0682  VERT ORDER      -  FIRST     CLASS II
 ML0682
 ML0682.The horizontal coordinates were scaled from a map and have
 ML0682.an estimated accuracy of +/- 6 seconds.
 ML0682
 ML0682.The orthometric height was determined by differential leveling and
 ML0682.adjusted by the NATIONAL GEODETIC SURVEY
 ML0682.in June 1991.
 ML0682
 ML0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0682.GEOID18 height accuracy estimate available here.
 ML0682
 ML0682.Click photographs - Photos may exist for this station.
 ML0682
 ML0682.The dynamic height is computed by dividing the NAVD 88
 ML0682.geopotential number by the normal gravity value computed on the
 ML0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0682.degrees latitude (g = 980.6199 gals.).
 ML0682
 ML0682.The modeled gravity was interpolated from observed gravity values.
 ML0682
 ML0682;                    North         East    Units  Estimated Accuracy
 ML0682;SPC NE       -   178,190.      572,270.      MT  (+/- 180 meters Scaled)
 ML0682
 ML0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML887870(NAD 83)
 ML0682
 ML0682                          SUPERSEDED SURVEY CONTROL
 ML0682
 ML0682  NGVD 29 (??/??/92)  660.638  (m)         2167.44   (f) ADJ UNCH    1 2
 ML0682
 ML0682.Superseded values are not recommended for survey control.
 ML0682
 ML0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0682.See file dsdata.pdf to determine how the superseded data were derived.
 ML0682
 ML0682_MARKER: DB = BENCH MARK DISK
 ML0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0682_STAMPING: A 323 1950
 ML0682_MARK LOGO: CGS
 ML0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0682+STABILITY: SURFACE MOTION
 ML0682
 ML0682  HISTORY     - Date     Condition        Report By
 ML0682  HISTORY     - 1950     MONUMENTED       CGS
 ML0682  HISTORY     - 19950605 GOOD             NGS
 ML0682
 ML0682                          STATION DESCRIPTION
 ML0682
 ML0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0682'0.4 MI NW FROM ARCADIA.
 ML0682'0.4 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0682'RAILROAD FROM THE STATION AT ARCADIA, AT A ROAD CROSSING, 21
 ML0682'RAILS NORTHWEST OF MILEPOST 54, 40 FEET EAST OF THE CENTER
 ML0682'LINE OF A ROAD, 35 FEET NORTHEAST OF THE NORTHEAST RAIL, 60
 ML0682'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 9 FEET
 ML0682'EAST OF A POWER POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE
 ML0682'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0682
 ML0682                          STATION RECOVERY (1995)
 ML0682
 ML0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0682'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0948 ***********************************************************************
 ML0948  DESIGNATION -  A 324
 ML0948  PID         -  ML0948
 ML0948  STATE/COUNTY-  NE/BLAINE
 ML0948  COUNTRY     -  US
 ML0948  USGS QUAD   -  ALMERIA NW (2017)
 ML0948
 ML0948                         *CURRENT SURVEY CONTROL
 ML0948  ______________________________________________________________________
 ML0948* NAD 83(1986) POSITION- 41 54 26.     (N) 099 42 21.     (W)   SCALED
 ML0948* NAVD 88 ORTHO HEIGHT -   748.155 (meters)     2454.57  (feet) ADJUSTED
 ML0948  ______________________________________________________________________
 ML0948  GEOID HEIGHT    -        -22.603 (meters)                     GEOID18
 ML0948  DYNAMIC HEIGHT  -        747.796 (meters)     2453.39  (feet) COMP
 ML0948  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 ML0948
 ML0948  VERT ORDER      -  SECOND    CLASS 0
 ML0948
 ML0948.The horizontal coordinates were scaled from a map and have
 ML0948.an estimated accuracy of +/- 6 seconds.
 ML0948
 ML0948.The orthometric height was determined by differential leveling and
 ML0948.adjusted by the NATIONAL GEODETIC SURVEY
 ML0948.in June 1991.
 ML0948
 ML0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0948.GEOID18 height accuracy estimate available here.
 ML0948
 ML0948.Click photographs - Photos may exist for this station.
 ML0948
 ML0948.The dynamic height is computed by dividing the NAVD 88
 ML0948.geopotential number by the normal gravity value computed on the
 ML0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0948.degrees latitude (g = 980.6199 gals.).
 ML0948
 ML0948.The modeled gravity was interpolated from observed gravity values.
 ML0948
 ML0948;                    North         East    Units  Estimated Accuracy
 ML0948;SPC NE       -   230,300.      524,400.      MT  (+/- 180 meters Scaled)
 ML0948
 ML0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM414397(NAD 83)
 ML0948
 ML0948                          SUPERSEDED SURVEY CONTROL
 ML0948
 ML0948  NGVD 29 (??/??/92)  747.880  (m)         2453.67   (f) ADJ UNCH    2 0
 ML0948
 ML0948.Superseded values are not recommended for survey control.
 ML0948
 ML0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0948.See file dsdata.pdf to determine how the superseded data were derived.
 ML0948
 ML0948_MARKER: DB = BENCH MARK DISK
 ML0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0948_STAMPING: A 324 1950
 ML0948_MARK LOGO: CGS
 ML0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0948+STABILITY: SURFACE MOTION
 ML0948
 ML0948  HISTORY     - Date     Condition        Report By
 ML0948  HISTORY     - 1950     MONUMENTED       CGS
 ML0948
 ML0948                          STATION DESCRIPTION
 ML0948
 ML0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0948'10.2 MI E FROM BREWSTER.
 ML0948'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0948'BREWSTER, THENCE 1.5 MILES SOUTH ALONG A SAND ROAD, 41 FEET
 ML0948'NORTH OF A FENCE CORNER, 12 FEET WEST OF THE CENTER LINE OF THE
 ML0948'ROAD, 1.3 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST,
 ML0948'33 FEET NORTH OF THE CENTER OF A GATE, SET IN THE TOP OF A
 ML0948'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1479 ***********************************************************************
 MK1479  DESIGNATION -  A 325
 MK1479  PID         -  MK1479
 MK1479  STATE/COUNTY-  NE/MERRICK
 MK1479  COUNTRY     -  US
 MK1479  USGS QUAD   -  CLARKS (2017)
 MK1479
 MK1479                         *CURRENT SURVEY CONTROL
 MK1479  ______________________________________________________________________
 MK1479* NAD 83(1986) POSITION- 41 11 05.     (N) 097 49 23.     (W)   SCALED
 MK1479* NAVD 88 ORTHO HEIGHT -   497.844 (meters)     1633.34  (feet) ADJUSTED
 MK1479  ______________________________________________________________________
 MK1479  GEOID HEIGHT    -        -25.396 (meters)                     GEOID18
 MK1479  DYNAMIC HEIGHT  -        497.602 (meters)     1632.55  (feet) COMP
 MK1479  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 MK1479
 MK1479  VERT ORDER      -  SECOND    CLASS 0
 MK1479
 MK1479.The horizontal coordinates were scaled from a map and have
 MK1479.an estimated accuracy of +/- 6 seconds.
 MK1479
 MK1479.The orthometric height was determined by differential leveling and
 MK1479.adjusted by the NATIONAL GEODETIC SURVEY
 MK1479.in June 1991.
 MK1479
 MK1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1479.GEOID18 height accuracy estimate available here.
 MK1479
 MK1479.Click photographs - Photos may exist for this station.
 MK1479
 MK1479.The dynamic height is computed by dividing the NAVD 88
 MK1479.geopotential number by the normal gravity value computed on the
 MK1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1479.degrees latitude (g = 980.6199 gals.).
 MK1479
 MK1479.The modeled gravity was interpolated from observed gravity values.
 MK1479
 MK1479;                    North         East    Units  Estimated Accuracy
 MK1479;SPC NE       -   152,340.      682,570.      MT  (+/- 180 meters Scaled)
 MK1479
 MK1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL987599(NAD 83)
 MK1479
 MK1479                          SUPERSEDED SURVEY CONTROL
 MK1479
 MK1479  NGVD 29 (??/??/92)  497.634  (m)         1632.65   (f) ADJ UNCH    2 0
 MK1479
 MK1479.Superseded values are not recommended for survey control.
 MK1479
 MK1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1479.See file dsdata.pdf to determine how the superseded data were derived.
 MK1479
 MK1479_MARKER: DB = BENCH MARK DISK
 MK1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1479_SP_SET: BRIDGE ABUTMENT
 MK1479_STAMPING: A 325 1950
 MK1479_MARK LOGO: CGS
 MK1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1479
 MK1479  HISTORY     - Date     Condition        Report By
 MK1479  HISTORY     - 1950     MONUMENTED       CGS
 MK1479
 MK1479                          STATION DESCRIPTION
 MK1479
 MK1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1479'5.7 MI SE FROM CLARKS.
 MK1479'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1479'STATION AT CLARKS, THENCE 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 MK1479'30 A, 13.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1479'0.1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 MK1479'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE MIDDLE ONE
 MK1479'OF THREE BRIDGES OVER THE PLATTE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1497 ***********************************************************************
 MK1497  DESIGNATION -  A 326
 MK1497  PID         -  MK1497
 MK1497  STATE/COUNTY-  NE/POLK
 MK1497  COUNTRY     -  US
 MK1497  USGS QUAD   -  STROMSBURG (2017)
 MK1497
 MK1497                         *CURRENT SURVEY CONTROL
 MK1497  ______________________________________________________________________
 MK1497* NAD 83(1986) POSITION- 41 06 48.7    (N) 097 35 51.7    (W)   HD_HELD2
 MK1497* NAVD 88 ORTHO HEIGHT -   511.724 (meters)     1678.88  (feet) ADJUSTED
 MK1497  ______________________________________________________________________
 MK1497  GEOID HEIGHT    -        -25.800 (meters)                     GEOID18
 MK1497  DYNAMIC HEIGHT  -        511.472 (meters)     1678.05  (feet) COMP
 MK1497  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 MK1497
 MK1497  VERT ORDER      -  SECOND    CLASS 0
 MK1497
 MK1497.The horizontal coordinates were established by autonomous hand held GPS
 MK1497.observations and have an estimated accuracy of +/- 10 meters.
 MK1497
 MK1497.The orthometric height was determined by differential leveling and
 MK1497.adjusted by the NATIONAL GEODETIC SURVEY
 MK1497.in June 1991.
 MK1497
 MK1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1497.GEOID18 height accuracy estimate available here.
 MK1497
 MK1497.Click photographs - Photos may exist for this station.
 MK1497
 MK1497.The dynamic height is computed by dividing the NAVD 88
 MK1497.geopotential number by the normal gravity value computed on the
 MK1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1497.degrees latitude (g = 980.6199 gals.).
 MK1497
 MK1497.The modeled gravity was interpolated from observed gravity values.
 MK1497
 MK1497;                    North         East    Units  Estimated Accuracy
 MK1497;SPC NE       -   144,937.      701,681.      MT  (+/- 10 meters HH2 GPS)
 MK1497
 MK1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1773552307(NAD 83)
 MK1497
 MK1497                          SUPERSEDED SURVEY CONTROL
 MK1497
 MK1497  NGVD 29 (??/??/92)  511.520  (m)         1678.21   (f) ADJ UNCH    2 0
 MK1497
 MK1497.Superseded values are not recommended for survey control.
 MK1497
 MK1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1497.See file dsdata.pdf to determine how the superseded data were derived.
 MK1497
 MK1497_MARKER: DB = BENCH MARK DISK
 MK1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1497_SP_SET: BUILDING
 MK1497_STAMPING: A 326 1950
 MK1497_MARK LOGO: CGS
 MK1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1497
 MK1497  HISTORY     - Date     Condition        Report By
 MK1497  HISTORY     - 1950     MONUMENTED       CGS
 MK1497
 MK1497                          STATION DESCRIPTION
 MK1497
 MK1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1497'AT STROMSBURG.
 MK1497'AT STROMSBURG, AT THE CITY PARK, SET VERTICALLY IN THE EAST
 MK1497'WALL OF THE POLICE STATION AND JAIL, 2 FEET ABOVE THE SIDEWALK,
 MK1497'1.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1493 ***********************************************************************
 MK1493  DESIGNATION -  A 327 RESET
 MK1493  PID         -  MK1493
 MK1493  STATE/COUNTY-  NE/POLK
 MK1493  COUNTRY     -  US
 MK1493  USGS QUAD   -  SILVER CREEK (2017)
 MK1493
 MK1493                         *CURRENT SURVEY CONTROL
 MK1493  ______________________________________________________________________
 MK1493* NAD 83(1986) POSITION- 41 16 39.1    (N) 097 39 21.9    (W)   HD_HELD2
 MK1493* NAVD 88 ORTHO HEIGHT -   474.53  (meters)     1556.9   (feet) RESET
 MK1493  ______________________________________________________________________
 MK1493  GEOID HEIGHT    -        -25.398 (meters)                     GEOID18
 MK1493  VERT ORDER      -  THIRD
 MK1493
 MK1493.The horizontal coordinates were established by autonomous hand held GPS
 MK1493.observations and have an estimated accuracy of +/- 10 meters.
 MK1493
 MK1493.The orthometric height was computed from unverified reset data.
 MK1493
 MK1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1493.GEOID18 height accuracy estimate available here.
 MK1493
 MK1493.Click photographs - Photos may exist for this station.
 MK1493
 MK1493;                    North         East    Units  Estimated Accuracy
 MK1493;SPC NE       -   163,003.      696,287.      MT  (+/- 10 meters HH2 GPS)
 MK1493
 MK1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1255170436(NAD 83)
 MK1493
 MK1493                          SUPERSEDED SURVEY CONTROL
 MK1493
 MK1493.No superseded survey control is available for this station.
 MK1493
 MK1493_MARKER: DB = BENCH MARK DISK
 MK1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1493_STAMPING: A 327 RESET 1969
 MK1493_MARK LOGO: CGS
 MK1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1493+STABILITY: SURFACE MOTION
 MK1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1493+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 MK1493
 MK1493  HISTORY     - Date     Condition        Report By
 MK1493  HISTORY     - 1969     MONUMENTED       CGS
 MK1493  HISTORY     - 20101001 GOOD             INDIV
 MK1493  HISTORY     - 20170824 GOOD             INDIV
 MK1493
 MK1493                          STATION DESCRIPTION
 MK1493
 MK1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK1493'2.7 MI S FROM SILVER CREEK.
 MK1493'2.7 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE IN
 MK1493'SILVER CREEK, 53 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MK1493'39, 33 FEET NORTH OF DRIVEWAY TO FARM HOUSE AND 1 FOOT NORTH OF
 MK1493'A WITNESS POST.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1493'PROJECTS 2 INCHES.
 MK1493
 MK1493                          STATION RECOVERY (2010)
 MK1493
 MK1493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1493'RECOVERED IN GOOD CONDITION.
 MK1493
 MK1493                          STATION RECOVERY (2017)
 MK1493
 MK1493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1493'RECOVERED AS DESCRIBED, MARK IS LOCATED 0.5 FEET WEST OF A CARSONITE
 MK1493'WITNESS POST AND 33 FEET NORTH OF CENTERLINE FARM DRIVE ENTRANCE
 MK1493'(WEST). NEAR MILE POST 6.90 OF HWY 39. MARK IS FLUSH. 
 MK1493'LAT. 41 16 39.1 
 MK1493'LONG. 097 39 21.9
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0593 ***********************************************************************
 ML0593  DESIGNATION -  A 328
 ML0593  PID         -  ML0593
 ML0593  STATE/COUNTY-  NE/CUSTER
 ML0593  COUNTRY     -  US
 ML0593  USGS QUAD   -  COMSTOCK (2017)
 ML0593
 ML0593                         *CURRENT SURVEY CONTROL
 ML0593  ______________________________________________________________________
 ML0593* NAD 83(1986) POSITION- 41 30 26.     (N) 099 12 59.     (W)   SCALED
 ML0593* NAVD 88 ORTHO HEIGHT -   678.128 (meters)     2224.82  (feet) ADJUSTED
 ML0593  ______________________________________________________________________
 ML0593  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 ML0593  DYNAMIC HEIGHT  -        677.786 (meters)     2223.70  (feet) COMP
 ML0593  MODELED GRAVITY -    980,096.5   (mgal)                       NAVD 88
 ML0593
 ML0593  VERT ORDER      -  FIRST     CLASS II
 ML0593
 ML0593.The horizontal coordinates were scaled from a map and have
 ML0593.an estimated accuracy of +/- 6 seconds.
 ML0593
 ML0593.The orthometric height was determined by differential leveling and
 ML0593.adjusted by the NATIONAL GEODETIC SURVEY
 ML0593.in June 1991.
 ML0593
 ML0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0593.GEOID18 height accuracy estimate available here.
 ML0593
 ML0593.Click photographs - Photos may exist for this station.
 ML0593
 ML0593.The dynamic height is computed by dividing the NAVD 88
 ML0593.geopotential number by the normal gravity value computed on the
 ML0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0593.degrees latitude (g = 980.6199 gals.).
 ML0593
 ML0593.The modeled gravity was interpolated from observed gravity values.
 ML0593
 ML0593;                    North         East    Units  Estimated Accuracy
 ML0593;SPC NE       -   186,140.      565,400.      MT  (+/- 180 meters Scaled)
 ML0593
 ML0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML819950(NAD 83)
 ML0593
 ML0593                          SUPERSEDED SURVEY CONTROL
 ML0593
 ML0593  NGVD 29 (??/??/92)  677.876  (m)         2224.00   (f) ADJ UNCH    1 2
 ML0593
 ML0593.Superseded values are not recommended for survey control.
 ML0593
 ML0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0593.See file dsdata.pdf to determine how the superseded data were derived.
 ML0593
 ML0593_MARKER: DB = BENCH MARK DISK
 ML0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0593_STAMPING: A 328 1950
 ML0593_MARK LOGO: CGS
 ML0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0593+STABILITY: SURFACE MOTION
 ML0593
 ML0593  HISTORY     - Date     Condition        Report By
 ML0593  HISTORY     - 1950     MONUMENTED       CGS
 ML0593
 ML0593                          STATION DESCRIPTION
 ML0593
 ML0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0593'3.8 MI SE FROM COMSTOCK.
 ML0593'3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0593'RAILROAD FROM THE STATION AT COMSTOCK, 0.2 MILE NORTHWEST OF
 ML0593'A PRIVATE ROAD CROSSING, 48 FEET SOUTHWEST OF THE SOUTHWEST
 ML0593'RAIL, 4 FEET NORTHWEST OF A TELEGRAPH POLE, 113 FEET NORTHWEST
 ML0593'OF A FENCE CORNER, 1.2 FEET NORTHEAST OF A FENCE, 1.6 FEET
 ML0593'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0593'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0506 ***********************************************************************
 ML0506  DESIGNATION -  A 329
 ML0506  PID         -  ML0506
 ML0506  STATE/COUNTY-  NE/VALLEY
 ML0506  COUNTRY     -  US
 ML0506  USGS QUAD   -  ORD (2017)
 ML0506
 ML0506                         *CURRENT SURVEY CONTROL
 ML0506  ______________________________________________________________________
 ML0506* NAD 83(1986) POSITION- 41 34 56.     (N) 098 58 03.     (W)   SCALED
 ML0506* NAVD 88 ORTHO HEIGHT -   636.197 (meters)     2087.26  (feet) ADJUSTED
 ML0506  ______________________________________________________________________
 ML0506  GEOID HEIGHT    -        -23.843 (meters)                     GEOID18
 ML0506  DYNAMIC HEIGHT  -        635.885 (meters)     2086.23  (feet) COMP
 ML0506  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 ML0506
 ML0506  VERT ORDER      -  SECOND    CLASS 0
 ML0506
 ML0506.The horizontal coordinates were scaled from a map and have
 ML0506.an estimated accuracy of +/- 6 seconds.
 ML0506
 ML0506.The orthometric height was determined by differential leveling and
 ML0506.adjusted by the NATIONAL GEODETIC SURVEY
 ML0506.in June 1991.
 ML0506
 ML0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0506.GEOID18 height accuracy estimate available here.
 ML0506
 ML0506.Click photographs - Photos may exist for this station.
 ML0506
 ML0506.The dynamic height is computed by dividing the NAVD 88
 ML0506.geopotential number by the normal gravity value computed on the
 ML0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0506.degrees latitude (g = 980.6199 gals.).
 ML0506
 ML0506.The modeled gravity was interpolated from observed gravity values.
 ML0506
 ML0506;                    North         East    Units  Estimated Accuracy
 ML0506;SPC NE       -   194,690.      586,070.      MT  (+/- 180 meters Scaled)
 ML0506
 ML0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM027033(NAD 83)
 ML0506
 ML0506                          SUPERSEDED SURVEY CONTROL
 ML0506
 ML0506  NGVD 29 (??/??/92)  635.945  (m)         2086.43   (f) ADJ UNCH    2 0
 ML0506
 ML0506.Superseded values are not recommended for survey control.
 ML0506
 ML0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0506.See file dsdata.pdf to determine how the superseded data were derived.
 ML0506
 ML0506_MARKER: DB = BENCH MARK DISK
 ML0506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0506_SP_SET: BOX CULVERT HEADWALL
 ML0506_STAMPING: A 329 1950
 ML0506_MARK LOGO: CGS
 ML0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0506+STABILITY: SURFACE MOTION
 ML0506
 ML0506  HISTORY     - Date     Condition        Report By
 ML0506  HISTORY     - 1950     MONUMENTED       CGS
 ML0506
 ML0506                          STATION DESCRIPTION
 ML0506
 ML0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0506'2.9 MI SW FROM ORD.
 ML0506'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0506'AT ORD, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL
 ML0506'WITH THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 ML0506'HEADWALL OF A 5 X 10 FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0230 ***********************************************************************
 LJ0230  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0230  DESIGNATION -  A 33
 LJ0230  PID         -  LJ0230
 LJ0230  STATE/COUNTY-  NE/DUNDY
 LJ0230  COUNTRY     -  US
 LJ0230  USGS QUAD   -  PARKS (2017)
 LJ0230
 LJ0230                         *CURRENT SURVEY CONTROL
 LJ0230  ______________________________________________________________________
 LJ0230* NAD 83(2011) POSITION- 40 02 26.53336(N) 101 43 29.33017(W)   ADJUSTED
 LJ0230* NAD 83(2011) ELLIP HT-   921.128 (meters)        (06/27/12)   ADJUSTED
 LJ0230* NAD 83(2011) EPOCH   -  2010.00
 LJ0230* NAVD 88 ORTHO HEIGHT -   944.167 (meters)     3097.65  (feet) POSTED
 LJ0230  ______________________________________________________________________
 LJ0230  GEOID HEIGHT    -        -23.038 (meters)                     GEOID18
 LJ0230  NAD 83(2011) X  -   -993,806.486 (meters)                     COMP
 LJ0230  NAD 83(2011) Y  - -4,788,465.539 (meters)                     COMP
 LJ0230  NAD 83(2011) Z  -  4,082,039.297 (meters)                     COMP
 LJ0230  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 LJ0230  DYNAMIC HEIGHT  -        943.48  (meters)     3095.4   (feet) COMP
 LJ0230  MODELED GRAVITY -    979,864.6   (mgal)                       NAVD 88
 LJ0230
 LJ0230  VERT ORDER      -  * POSTED, SEE BELOW
 LJ0230
 LJ0230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0230  Standards:
 LJ0230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0230  -------------------------------------------------------------------
 LJ0230  NETWORK    0.47   1.31           0.22   0.15   0.67     -0.09902340
 LJ0230  -------------------------------------------------------------------
 LJ0230  Click here for local accuracies and other accuracy information.
 LJ0230
 LJ0230.The horizontal coordinates were established by GPS observations
 LJ0230.and adjusted by the National Geodetic Survey in June 2012.
 LJ0230
 LJ0230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0230.been affixed to the stable North American tectonic plate. See 
 LJ0230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0230
 LJ0230.The horizontal coordinates are valid at the epoch date displayed above
 LJ0230.which is a decimal equivalence of Year/Month/Day.
 LJ0230
 LJ0230.The orthometric height was determined by differential leveling
 LJ0230.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LJ0230
 LJ0230.* This is a POSTED BENCH MARK height.
 LJ0230
 LJ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0230.GEOID18 height accuracy estimate available here.
 LJ0230
 LJ0230.Click photographs - Photos may exist for this station.
 LJ0230
 LJ0230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0230
 LJ0230.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0230
 LJ0230.The ellipsoidal height was determined by GPS observations
 LJ0230.and is referenced to NAD 83.
 LJ0230
 LJ0230.The dynamic height is computed by dividing the NAVD 88
 LJ0230.geopotential number by the normal gravity value computed on the
 LJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0230.degrees latitude (g = 980.6199 gals.).
 LJ0230
 LJ0230.The modeled gravity was interpolated from observed gravity values.
 LJ0230
 LJ0230. The following values were computed from the NAD 83(2011) position.
 LJ0230
 LJ0230;                    North         East     Units Scale Factor Converg.
 LJ0230;SPC NE       -    24,493.951   352,811.411   MT  0.99998186   -1 08 34.9
 LJ0230;SPC NE       -    80,360.57  1,157,515.44   sFT  0.99998186   -1 08 34.9
 LJ0230;UTM  14      - 4,435,832.560   267,533.592   MT  1.00026532   -1 45 13.5
 LJ0230
 LJ0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0230!SPC NE       -   0.99985552  x   0.99998186  =   0.99983738
 LJ0230!UTM  14      -   0.99985552  x   1.00026532  =   1.00012080
 LJ0230
 LJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6753335832(NAD 83)
 LJ0230
 LJ0230                          SUPERSEDED SURVEY CONTROL
 LJ0230
 LJ0230  NAD 83(2007)-  40 02 26.53321(N)    101 43 29.33100(W) AD(2002.00) 0
 LJ0230  ELLIP H (02/10/07)  921.155  (m)                       GP(2002.00)    
 LJ0230  ELLIP H (09/24/01)  921.138  (m)                       GP(       ) 4 1
 LJ0230  NAD 83(1995)-  40 02 26.53276(N)    101 43 29.33050(W) AD(       ) B
 LJ0230  ELLIP H (06/25/96)  921.185  (m)                       GP(       ) 1 1
 LJ0230  NAVD 88 (06/25/96)  944.1    (m)  GEOID93  model used  GPS OBS        
 LJ0230  NGVD 29 (??/??/92)  943.766  (m)         3096.34   (f) ADJ UNCH    1 2
 LJ0230
 LJ0230.Superseded values are not recommended for survey control.
 LJ0230
 LJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0230.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0230
 LJ0230_MARKER: DB = BENCH MARK DISK
 LJ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0230_STAMPING: A 33 1933 3096.339
 LJ0230_MARK LOGO: CGS
 LJ0230_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0230+STABILITY: SURFACE MOTION
 LJ0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0230+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 LJ0230
 LJ0230  HISTORY     - Date     Condition        Report By
 LJ0230  HISTORY     - 1933     MONUMENTED       CGS
 LJ0230  HISTORY     - 1960     GOOD             USGS
 LJ0230  HISTORY     - 19950718 GOOD             NGS
 LJ0230
 LJ0230                          STATION DESCRIPTION
 LJ0230
 LJ0230'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LJ0230'AT PARKS.
 LJ0230'AT PARKS, DUNDY COUNTY, 113 FEET EAST OF THE SOUTHEAST CORNER
 LJ0230'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 43 FEET
 LJ0230'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 33 FEET SOUTH OF A
 LJ0230'SIGNAL LIGHT, 1 FOOT WEST OF A POLE IN A ROW OF TELEGRAPH POLES,
 LJ0230'AND ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD
 LJ0230'DISK, STAMPED 3096.339 A 33 1933.  AND SET IN THE TOP OF A
 LJ0230'CONCRETE POST.
 LJ0230
 LJ0230                          STATION RECOVERY (1995)
 LJ0230
 LJ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0230'THE MARK IS LOCATED IN PARKS, ABOUT 400 FT (121.9 M) SOUTHEAST OF THE
 LJ0230'POST OFFICE, ON THE SOUTH RIGHT-OF-WAY OF THE BURLINGTON NORTHERN
 LJ0230'RAILROAD AND IN THE NE 1/4, SEC21, T1N, R39W.  THE DISK IS SET INTO
 LJ0230'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.4 FT
 LJ0230'(12.2 CM) BELOW THE GROUND SURFACE.  IT IS 242.0 FT (73.8 M)
 LJ0230'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HEAD HOUSE OF THE PARKS
 LJ0230'GRAIN ELEVATOR, 53.7 FT (16.4 M) NORTH-NORTHWEST OF THE WEST GATEPOST
 LJ0230'OF A GATE IN THE SOUTH RIGHT-OF-WAY FENCE, 42.9 FT (13.1 M) SOUTH OF
 LJ0230'THE SOUTH RAIL OF THE MAIN TRACK, 35.3 FT (10.8 M) SOUTH OF A SIGNAL
 LJ0230'LIGHT, 3.0 FT (0.9 M) EAST OF A WITNESS POST, 3.0 FT (0.9 M) WEST OF A
 LJ0230'WITNESS POST AND ABOUT 3 FT (0.9 M) LOWER THAN THE TRACKS.  REBAR WAS
 LJ0230'DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0889 ***********************************************************************
 MK0889  DESIGNATION -  A 330
 MK0889  PID         -  MK0889
 MK0889  STATE/COUNTY-  NE/BUTLER
 MK0889  COUNTRY     -  US
 MK0889  USGS QUAD   -  ROGERS (2017)
 MK0889
 MK0889                         *CURRENT SURVEY CONTROL
 MK0889  ______________________________________________________________________
 MK0889* NAD 83(1986) POSITION- 41 22 47.     (N) 096 59 04.     (W)   SCALED
 MK0889* NAVD 88 ORTHO HEIGHT -   463.069 (meters)     1519.25  (feet) ADJUSTED
 MK0889  ______________________________________________________________________
 MK0889  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 MK0889  DYNAMIC HEIGHT  -        462.863 (meters)     1518.58  (feet) COMP
 MK0889  MODELED GRAVITY -    980,165.2   (mgal)                       NAVD 88
 MK0889
 MK0889  VERT ORDER      -  SECOND    CLASS 0
 MK0889
 MK0889.The horizontal coordinates were scaled from a map and have
 MK0889.an estimated accuracy of +/- 6 seconds.
 MK0889
 MK0889.The orthometric height was determined by differential leveling and
 MK0889.adjusted by the NATIONAL GEODETIC SURVEY
 MK0889.in June 1991.
 MK0889
 MK0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0889.GEOID18 height accuracy estimate available here.
 MK0889
 MK0889.Click photographs - Photos may exist for this station.
 MK0889
 MK0889.The dynamic height is computed by dividing the NAVD 88
 MK0889.geopotential number by the normal gravity value computed on the
 MK0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0889.degrees latitude (g = 980.6199 gals.).
 MK0889
 MK0889.The modeled gravity was interpolated from observed gravity values.
 MK0889
 MK0889;                    North         East    Units  Estimated Accuracy
 MK0889;SPC NE       -   176,090.      752,120.      MT  (+/- 180 meters Scaled)
 MK0889
 MK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL685828(NAD 83)
 MK0889
 MK0889                          SUPERSEDED SURVEY CONTROL
 MK0889
 MK0889  NGVD 29 (??/??/92)  462.900  (m)         1518.70   (f) ADJ UNCH    2 0
 MK0889
 MK0889.Superseded values are not recommended for survey control.
 MK0889
 MK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0889.See file dsdata.pdf to determine how the superseded data were derived.
 MK0889
 MK0889_MARKER: DB = BENCH MARK DISK
 MK0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0889_STAMPING: A 330 1950
 MK0889_MARK LOGO: CGS
 MK0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0889+STABILITY: SURFACE MOTION
 MK0889
 MK0889  HISTORY     - Date     Condition        Report By
 MK0889  HISTORY     - 1950     MONUMENTED       CGS
 MK0889
 MK0889                          STATION DESCRIPTION
 MK0889
 MK0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0889'5 MI SW FROM LINWOOD.
 MK0889'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0889'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0889'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST
 MK0889'ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST ALONG A GRADED
 MK0889'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 66
 MK0889'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 23 FEET
 MK0889'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET SOUTH
 MK0889'OF A POWER POLE, 7 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK0889'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0889'THIS MARK IS 1.1 MILES EAST OF BENCH MARK Z 329.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0911 ***********************************************************************
 MK0911  DESIGNATION -  A 331
 MK0911  PID         -  MK0911
 MK0911  STATE/COUNTY-  NE/SAUNDERS
 MK0911  COUNTRY     -  US
 MK0911  USGS QUAD   -  NORTH BEND (2017)
 MK0911
 MK0911                         *CURRENT SURVEY CONTROL
 MK0911  ______________________________________________________________________
 MK0911* NAD 83(1986) POSITION- 41 25 49.     (N) 096 45 44.     (W)   SCALED
 MK0911* NAVD 88 ORTHO HEIGHT -   394.851 (meters)     1295.44  (feet) ADJUSTED
 MK0911  ______________________________________________________________________
 MK0911  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 MK0911  DYNAMIC HEIGHT  -        394.681 (meters)     1294.88  (feet) COMP
 MK0911  MODELED GRAVITY -    980,180.2   (mgal)                       NAVD 88
 MK0911
 MK0911  VERT ORDER      -  SECOND    CLASS 0
 MK0911
 MK0911.The horizontal coordinates were scaled from a map and have
 MK0911.an estimated accuracy of +/- 6 seconds.
 MK0911
 MK0911.The orthometric height was determined by differential leveling and
 MK0911.adjusted by the NATIONAL GEODETIC SURVEY
 MK0911.in June 1991.
 MK0911
 MK0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0911.GEOID18 height accuracy estimate available here.
 MK0911
 MK0911.Click photographs - Photos may exist for this station.
 MK0911
 MK0911.The dynamic height is computed by dividing the NAVD 88
 MK0911.geopotential number by the normal gravity value computed on the
 MK0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0911.degrees latitude (g = 980.6199 gals.).
 MK0911
 MK0911.The modeled gravity was interpolated from observed gravity values.
 MK0911
 MK0911;                    North         East    Units  Estimated Accuracy
 MK0911;SPC NE       -   182,370.      770,480.      MT  (+/- 180 meters Scaled)
 MK0911
 MK0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL869889(NAD 83)
 MK0911
 MK0911                          SUPERSEDED SURVEY CONTROL
 MK0911
 MK0911  NGVD 29 (??/??/92)  394.698  (m)         1294.94   (f) ADJ UNCH    2 0
 MK0911
 MK0911.Superseded values are not recommended for survey control.
 MK0911
 MK0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0911.See file dsdata.pdf to determine how the superseded data were derived.
 MK0911
 MK0911_MARKER: DB = BENCH MARK DISK
 MK0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0911_SP_SET: BUILDING WALL
 MK0911_STAMPING: A 331 1950
 MK0911_MARK LOGO: CGS
 MK0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0911
 MK0911  HISTORY     - Date     Condition        Report By
 MK0911  HISTORY     - 1950     MONUMENTED       CGS
 MK0911
 MK0911                          STATION DESCRIPTION
 MK0911
 MK0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0911'AT MORSE BLUFF.
 MK0911'AT MORSE BLUFF, 9 FEET EAST OF THE NORTH DOOR OF THE HIGH SCHOOL,
 MK0911'24.4 FEET WEST OF THE NORTHEAST CORNER OF THE SCHOOL, 3.3 FEET
 MK0911'ABOVE THE GROUND, SET VERTICALLY IN THE NORTH BRICK WALL OF THE
 MK0911'SCHOOL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0975 ***********************************************************************
 ML0975  DESIGNATION -  A 332
 ML0975  PID         -  ML0975
 ML0975  STATE/COUNTY-  NE/CUSTER
 ML0975  COUNTRY     -  US
 ML0975  USGS QUAD   -  MILBURN (2017)
 ML0975
 ML0975                         *CURRENT SURVEY CONTROL
 ML0975  ______________________________________________________________________
 ML0975* NAD 83(1986) POSITION- 41 42 19.     (N) 099 44 29.     (W)   SCALED
 ML0975* NAVD 88 ORTHO HEIGHT -   756.608 (meters)     2482.30  (feet) ADJUSTED
 ML0975  ______________________________________________________________________
 ML0975  GEOID HEIGHT    -        -22.552 (meters)                     GEOID18
 ML0975  DYNAMIC HEIGHT  -        756.220 (meters)     2481.03  (feet) COMP
 ML0975  MODELED GRAVITY -    980,085.4   (mgal)                       NAVD 88
 ML0975
 ML0975  VERT ORDER      -  SECOND    CLASS 0
 ML0975
 ML0975.The horizontal coordinates were scaled from a map and have
 ML0975.an estimated accuracy of +/- 6 seconds.
 ML0975
 ML0975.The orthometric height was determined by differential leveling and
 ML0975.adjusted by the NATIONAL GEODETIC SURVEY
 ML0975.in June 1991.
 ML0975
 ML0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0975.GEOID18 height accuracy estimate available here.
 ML0975
 ML0975.Click photographs - Photos may exist for this station.
 ML0975
 ML0975.The dynamic height is computed by dividing the NAVD 88
 ML0975.geopotential number by the normal gravity value computed on the
 ML0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0975.degrees latitude (g = 980.6199 gals.).
 ML0975
 ML0975.The modeled gravity was interpolated from observed gravity values.
 ML0975
 ML0975;                    North         East    Units  Estimated Accuracy
 ML0975;SPC NE       -   207,870.      521,520.      MT  (+/- 180 meters Scaled)
 ML0975
 ML0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM383173(NAD 83)
 ML0975
 ML0975                          SUPERSEDED SURVEY CONTROL
 ML0975
 ML0975  NGVD 29 (??/??/92)  756.322  (m)         2481.37   (f) ADJ UNCH    2 0
 ML0975
 ML0975.Superseded values are not recommended for survey control.
 ML0975
 ML0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0975.See file dsdata.pdf to determine how the superseded data were derived.
 ML0975
 ML0975_MARKER: DB = BENCH MARK DISK
 ML0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0975_STAMPING: A 332 1950
 ML0975_MARK LOGO: CGS
 ML0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0975+STABILITY: SURFACE MOTION
 ML0975
 ML0975  HISTORY     - Date     Condition        Report By
 ML0975  HISTORY     - 1950     MONUMENTED       CGS
 ML0975
 ML0975                          STATION DESCRIPTION
 ML0975
 ML0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0975'1.6 MI SW FROM MILBURN.
 ML0975'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0975'AT MILBURN, THENCE 0.5 MILE WEST ALONG A GRADED DIRT ROAD, 50
 ML0975'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 40 FEET
 ML0975'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH
 ML0975'ALONG THE EAST EDGE OF A LONG ROW OF TREES, 18.6 FEET NORTH OF
 ML0975'A FENCE, 10.8 FEET EAST OF A COTTONWOOD TREE, 8.6 FEET WEST OF
 ML0975'ANOTHER COTTONWOOD TREE, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 ML0975'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0975'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0167 ***********************************************************************
 LH0167  DESIGNATION -  A 334
 LH0167  PID         -  LH0167
 LH0167  STATE/COUNTY-  NE/HAMILTON
 LH0167  COUNTRY     -  US
 LH0167  USGS QUAD   -  MURPHY (2017)
 LH0167
 LH0167                         *CURRENT SURVEY CONTROL
 LH0167  ______________________________________________________________________
 LH0167* NAD 83(1986) POSITION- 40 59 20.     (N) 098 02 17.     (W)   SCALED
 LH0167* NAVD 88 ORTHO HEIGHT -   557.998 (meters)     1830.70  (feet) ADJUSTED
 LH0167  ______________________________________________________________________
 LH0167  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 LH0167  DYNAMIC HEIGHT  -        557.710 (meters)     1829.75  (feet) COMP
 LH0167  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 LH0167
 LH0167  VERT ORDER      -  SECOND    CLASS 0
 LH0167
 LH0167.The horizontal coordinates were scaled from a map and have
 LH0167.an estimated accuracy of +/- 6 seconds.
 LH0167
 LH0167.The orthometric height was determined by differential leveling and
 LH0167.adjusted by the NATIONAL GEODETIC SURVEY
 LH0167.in June 1991.
 LH0167
 LH0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0167.GEOID18 height accuracy estimate available here.
 LH0167
 LH0167.Click photographs - Photos may exist for this station.
 LH0167
 LH0167.The dynamic height is computed by dividing the NAVD 88
 LH0167.geopotential number by the normal gravity value computed on the
 LH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0167.degrees latitude (g = 980.6199 gals.).
 LH0167
 LH0167.The modeled gravity was interpolated from observed gravity values.
 LH0167
 LH0167;                    North         East    Units  Estimated Accuracy
 LH0167;SPC NE       -   130,170.      665,030.      MT  (+/- 180 meters Scaled)
 LH0167
 LH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL809379(NAD 83)
 LH0167
 LH0167                          SUPERSEDED SURVEY CONTROL
 LH0167
 LH0167  NGVD 29 (??/??/92)  557.766  (m)         1829.94   (f) ADJ UNCH    2 0
 LH0167
 LH0167.Superseded values are not recommended for survey control.
 LH0167
 LH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0167.See file dsdata.pdf to determine how the superseded data were derived.
 LH0167
 LH0167_MARKER: DB = BENCH MARK DISK
 LH0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0167_STAMPING: A 334 1950
 LH0167_MARK LOGO: CGS
 LH0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0167+STABILITY: SURFACE MOTION
 LH0167
 LH0167  HISTORY     - Date     Condition        Report By
 LH0167  HISTORY     - 1950     MONUMENTED       CGS
 LH0167
 LH0167                          STATION DESCRIPTION
 LH0167
 LH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0167'2.4 MI SW FROM MARQUETTE.
 LH0167'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0167'MARQUETTE, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A
 LH0167'ROAD INTERSECTION, 43 FEET WEST OF THE CENTER LINE OF A NORTH
 LH0167'AND SOUTH ROAD, 33 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LH0167'WEST ROAD, 6 FEET WEST OF A TELEPHONE POLE, 3.7 FEET SOUTHEAST
 LH0167'OF A POWER POLE, 3.7 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A
 LH0167'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0167'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1322 ***********************************************************************
 MK1322  DESIGNATION -  A 335
 MK1322  PID         -  MK1322
 MK1322  STATE/COUNTY-  NE/POLK
 MK1322  COUNTRY     -  US
 MK1322  USGS QUAD   -  COLUMBUS SW (2017)
 MK1322
 MK1322                         *CURRENT SURVEY CONTROL
 MK1322  ______________________________________________________________________
 MK1322* NAD 83(1986) POSITION- 41 18 29.     (N) 097 25 33.     (W)   SCALED
 MK1322* NAVD 88 ORTHO HEIGHT -   458.764 (meters)     1505.13  (feet) ADJUSTED
 MK1322  ______________________________________________________________________
 MK1322  GEOID HEIGHT    -        -25.474 (meters)                     GEOID18
 MK1322  DYNAMIC HEIGHT  -        458.558 (meters)     1504.45  (feet) COMP
 MK1322  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 MK1322
 MK1322  VERT ORDER      -  SECOND    CLASS 0
 MK1322
 MK1322.The horizontal coordinates were scaled from a map and have
 MK1322.an estimated accuracy of +/- 6 seconds.
 MK1322
 MK1322.The orthometric height was determined by differential leveling and
 MK1322.adjusted by the NATIONAL GEODETIC SURVEY
 MK1322.in June 1991.
 MK1322
 MK1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1322.GEOID18 height accuracy estimate available here.
 MK1322
 MK1322.Click photographs - Photos may exist for this station.
 MK1322
 MK1322.The dynamic height is computed by dividing the NAVD 88
 MK1322.geopotential number by the normal gravity value computed on the
 MK1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1322.degrees latitude (g = 980.6199 gals.).
 MK1322
 MK1322.The modeled gravity was interpolated from observed gravity values.
 MK1322
 MK1322;                    North         East    Units  Estimated Accuracy
 MK1322;SPC NE       -   166,940.      715,460.      MT  (+/- 180 meters Scaled)
 MK1322
 MK1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL317741(NAD 83)
 MK1322
 MK1322                          SUPERSEDED SURVEY CONTROL
 MK1322
 MK1322  NGVD 29 (??/??/92)  458.581  (m)         1504.53   (f) ADJ UNCH    2 0
 MK1322
 MK1322.Superseded values are not recommended for survey control.
 MK1322
 MK1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1322.See file dsdata.pdf to determine how the superseded data were derived.
 MK1322
 MK1322_MARKER: DB = BENCH MARK DISK
 MK1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1322_STAMPING: A 335 1950
 MK1322_MARK LOGO: CGS
 MK1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1322+STABILITY: SURFACE MOTION
 MK1322
 MK1322  HISTORY     - Date     Condition        Report By
 MK1322  HISTORY     - 1950     MONUMENTED       CGS
 MK1322
 MK1322                          STATION DESCRIPTION
 MK1322
 MK1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1322'12 MI SE FROM DUNCAN.
 MK1322'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1322'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1322'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 4.0
 MK1322'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 MK1322'A GRAVELED ROAD, AT A ROAD INTERSECTION, 0.15 MILE SOUTHEAST OF
 MK1322'A FARMHOUSE, 48 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1322'SOUTH ROAD, 21 FEET WEST OF A FENCE CORNER, 25 FEET SOUTH OF
 MK1322'THE CENTER LINE OF AN EAST AND WEST ROAD, 1.9 FEET SOUTH OF A
 MK1322'FENCE, 3.6 FEET SOUTHEAST OF A WITNESS POST, AT THE EAST END
 MK1322'OF AN EAST AND WEST WINDBREAK, SET IN THE TOP OF A CONCRETE
 MK1322'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS
 MK1322'IS 1.0 MILE WEST OF BENCH MARK K 335.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0250 ***********************************************************************
 ML0250  DESIGNATION -  A 336
 ML0250  PID         -  ML0250
 ML0250  STATE/COUNTY-  NE/MERRICK
 ML0250  COUNTRY     -  US
 ML0250  USGS QUAD   -  HORD (2017)
 ML0250
 ML0250                         *CURRENT SURVEY CONTROL
 ML0250  ______________________________________________________________________
 ML0250* NAD 83(1986) POSITION- 41 11 28.79   (N) 098 00 08.83   (W)   HD_HELD1
 ML0250* NAVD 88 ORTHO HEIGHT -   512.647 (meters)     1681.91  (feet) ADJUSTED
 ML0250  ______________________________________________________________________
 ML0250  GEOID HEIGHT    -        -25.093 (meters)                     GEOID18
 ML0250  DYNAMIC HEIGHT  -        512.400 (meters)     1681.10  (feet) COMP
 ML0250  MODELED GRAVITY -    980,125.6   (mgal)                       NAVD 88
 ML0250
 ML0250  VERT ORDER      -  SECOND    CLASS 0
 ML0250
 ML0250.The horizontal coordinates were determined by differentially corrected
 ML0250.hand held GPS observations or other comparable positioning techniques
 ML0250.and have an estimated accuracy of +/- 3 meters.
 ML0250
 ML0250.The orthometric height was determined by differential leveling and
 ML0250.adjusted by the NATIONAL GEODETIC SURVEY
 ML0250.in June 1991.
 ML0250
 ML0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0250.GEOID18 height accuracy estimate available here.
 ML0250
 ML0250.Click photographs - Photos may exist for this station.
 ML0250
 ML0250.The dynamic height is computed by dividing the NAVD 88
 ML0250.geopotential number by the normal gravity value computed on the
 ML0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0250.degrees latitude (g = 980.6199 gals.).
 ML0250
 ML0250.The modeled gravity was interpolated from observed gravity values.
 ML0250
 ML0250;                    North         East    Units  Estimated Accuracy
 ML0250;SPC NE       -   152,707.7     667,507.5     MT  (+/- 3 meters HH1 GPS) 
 ML0250
 ML0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8365260476(NAD 83)
 ML0250
 ML0250                          SUPERSEDED SURVEY CONTROL
 ML0250
 ML0250  NGVD 29 (??/??/92)  512.421  (m)         1681.17   (f) ADJ UNCH    2 0
 ML0250
 ML0250.Superseded values are not recommended for survey control.
 ML0250
 ML0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0250.See file dsdata.pdf to determine how the superseded data were derived.
 ML0250
 ML0250_MARKER: DB = BENCH MARK DISK
 ML0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0250_STAMPING: A 336 1950
 ML0250_MARK LOGO: CGS
 ML0250_PROJECTION: FLUSH
 ML0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0250+STABILITY: SURFACE MOTION
 ML0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0250+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2022
 ML0250
 ML0250  HISTORY     - Date     Condition        Report By
 ML0250  HISTORY     - 1950     MONUMENTED       CGS
 ML0250  HISTORY     - 1981     GOOD             LOCSUR
 ML0250  HISTORY     - 20070901 GOOD             NEDR
 ML0250  HISTORY     - 20100303 GOOD             INDIV
 ML0250  HISTORY     - 20221222 GOOD             NEPPD
 ML0250
 ML0250                          STATION DESCRIPTION
 ML0250
 ML0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0250'5.4 MI N FROM CENTRAL CITY.
 ML0250'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0250'AT CENTRAL CITY, THENCE 5.15 MILES NORTH ALONG STATE HIGHWAY
 ML0250'14, AT THE INTERSECTION WITH STATE HIGHWAY 92, AT THE D.E.
 ML0250'CAGLE FARMHOUSE, 120 FEET NORTH OF THE CENTER LINE OF STATE
 ML0250'HIGHWAY 92, 37 FEET WEST OF THE CENTER LINE OF A DIRT ROAD
 ML0250'LEADING NORTH, 8.8 FEET NORTH OF A POWER POLE, 3.2 FEET
 ML0250'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 1.4 FEET WEST
 ML0250'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0250'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0250
 ML0250                          STATION RECOVERY (1981)
 ML0250
 ML0250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 ML0250'RECOVERED IN GOOD CONDITION.
 ML0250
 ML0250                          STATION RECOVERY (2007)
 ML0250
 ML0250'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 ML0250'RECOVERED IN GOOD CONDITION.
 ML0250
 ML0250                          STATION RECOVERY (2010)
 ML0250
 ML0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 ML0250'RECOVERED IN GOOD CONDITION.
 ML0250
 ML0250                          STATION RECOVERY (2022)
 ML0250
 ML0250'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 ML0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0117 ***********************************************************************
 LH0117  DESIGNATION -  A 337
 LH0117  PID         -  LH0117
 LH0117  STATE/COUNTY-  NE/HAMILTON
 LH0117  COUNTRY     -  US
 LH0117  USGS QUAD   -  GILTNER (2017)
 LH0117
 LH0117                         *CURRENT SURVEY CONTROL
 LH0117  ______________________________________________________________________
 LH0117* NAD 83(1986) POSITION- 40 46 15.     (N) 098 12 57.     (W)   SCALED
 LH0117* NAVD 88 ORTHO HEIGHT -   563.005 (meters)     1847.13  (feet) ADJUSTED
 LH0117  ______________________________________________________________________
 LH0117  GEOID HEIGHT    -        -25.348 (meters)                     GEOID18
 LH0117  DYNAMIC HEIGHT  -        562.703 (meters)     1846.13  (feet) COMP
 LH0117  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 LH0117
 LH0117  VERT ORDER      -  SECOND    CLASS 0
 LH0117
 LH0117.The horizontal coordinates were scaled from a map and have
 LH0117.an estimated accuracy of +/- 6 seconds.
 LH0117
 LH0117.The orthometric height was determined by differential leveling and
 LH0117.adjusted by the NATIONAL GEODETIC SURVEY
 LH0117.in June 1991.
 LH0117
 LH0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0117.GEOID18 height accuracy estimate available here.
 LH0117
 LH0117.Click photographs - Photos may exist for this station.
 LH0117
 LH0117.The dynamic height is computed by dividing the NAVD 88
 LH0117.geopotential number by the normal gravity value computed on the
 LH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0117.degrees latitude (g = 980.6199 gals.).
 LH0117
 LH0117.The modeled gravity was interpolated from observed gravity values.
 LH0117
 LH0117;                    North         East    Units  Estimated Accuracy
 LH0117;SPC NE       -   105,640.      650,580.      MT  (+/- 180 meters Scaled)
 LH0117
 LH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL661136(NAD 83)
 LH0117
 LH0117                          SUPERSEDED SURVEY CONTROL
 LH0117
 LH0117  NGVD 29 (??/??/92)  562.769  (m)         1846.35   (f) ADJ UNCH    2 0
 LH0117
 LH0117.Superseded values are not recommended for survey control.
 LH0117
 LH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0117.See file dsdata.pdf to determine how the superseded data were derived.
 LH0117
 LH0117_MARKER: DB = BENCH MARK DISK
 LH0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0117_SP_SET: CULVERT HEADWALL
 LH0117_STAMPING: A 337 1950
 LH0117_MARK LOGO: CGS
 LH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0117+STABILITY: SURFACE MOTION
 LH0117
 LH0117  HISTORY     - Date     Condition        Report By
 LH0117  HISTORY     - 1950     MONUMENTED       CGS
 LH0117  HISTORY     - 1971     MARK NOT FOUND   NGS
 LH0117  HISTORY     - 1976     POOR             NGS
 LH0117
 LH0117                          STATION DESCRIPTION
 LH0117
 LH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0117'8 MI E FROM DONIPHAN.
 LH0117'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0117'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 6.5 MILES EAST ALONG
 LH0117'A GRAVELED ROAD, 0.5 MILE EAST OF THE KROUTWICK SCHOOL, 0.1 MILE
 LH0117'EAST OF A WHITE TWO STORY FARMHOUSE WHICH IS ON THE SOUTH SIDE
 LH0117'OF THE ROAD, 20 FEET SOUTH OF THE MOST EASTERLY ONE OF A SMALL
 LH0117'GROVE OF ASH TREES, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0117'SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A 7 FOOT
 LH0117'CONCRETE CULVERT, 4 FEET LOWER THAN THE LEVEL OF THE ROAD.
 LH0117'NOTE-- IT APPEARS THE MARK WOULD STILL BE IN PLACE BUT WATER
 LH0117'WAS AT THE BOTTOM OF CULVERT AT THE TIME OF RECOVERY.
 LH0117
 LH0117                          STATION RECOVERY (1971)
 LH0117
 LH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0117'MARK NOT FOUND.
 LH0117
 LH0117                          STATION RECOVERY (1976)
 LH0117
 LH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0117'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0934 ***********************************************************************
 LH0934  DESIGNATION -  A 337 RESET
 LH0934  PID         -  LH0934
 LH0934  STATE/COUNTY-  NE/HAMILTON
 LH0934  COUNTRY     -  US
 LH0934  USGS QUAD   -  GILTNER (2017)
 LH0934
 LH0934                         *CURRENT SURVEY CONTROL
 LH0934  ______________________________________________________________________
 LH0934* NAD 83(1986) POSITION- 40 46 15.     (N) 098 12 57.     (W)   SCALED
 LH0934* NAVD 88 ORTHO HEIGHT -   565.12  (+/-2cm)     1854.1   (feet) VERTCON
 LH0934  ______________________________________________________________________
 LH0934  GEOID HEIGHT    -        -25.348 (meters)                     GEOID18
 LH0934  VERT ORDER      -  THIRD (See Below)
 LH0934
 LH0934.The horizontal coordinates were scaled from a map and have
 LH0934.an estimated accuracy of +/- 6 seconds.
 LH0934
 LH0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0934
 LH0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0934.GEOID18 height accuracy estimate available here.
 LH0934
 LH0934.The vertical order pertains to the NGVD 29 superseded value.
 LH0934
 LH0934.Click photographs - Photos may exist for this station.
 LH0934
 LH0934;                    North         East    Units  Estimated Accuracy
 LH0934;SPC NE       -   105,640.      650,580.      MT  (+/- 180 meters Scaled)
 LH0934
 LH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL661136(NAD 83)
 LH0934
 LH0934                          SUPERSEDED SURVEY CONTROL
 LH0934
 LH0934  NGVD 29 (01/31/13)  564.89   (m)         1853.3    (f) RESET       3  
 LH0934
 LH0934.Superseded values are not recommended for survey control.
 LH0934
 LH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0934.See file dsdata.pdf to determine how the superseded data were derived.
 LH0934
 LH0934_MARKER: DB = BENCH MARK DISK
 LH0934_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 LH0934_STAMPING: A 337 RESET 1976
 LH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0934+STABILITY: SURFACE MOTION
 LH0934
 LH0934  HISTORY     - Date     Condition        Report By
 LH0934  HISTORY     - 1976     MONUMENTED       NGS
 LH0934
 LH0934                          STATION DESCRIPTION
 LH0934
 LH0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0934'8.0 MI EAST FROM DONIPHAN.
 LH0934'1.5 MILES EAST ALONG A SURFACED ROAD FROM THE UNION PACIFIC RAILROAD
 LH0934'TRACK IN DONIPHAN, THENCE 6.5 MILES EAST ALONG A GRAVELED ROAD, 52
 LH0934'FEET SOUTH OF THE CENTER OF THE ROAD, 30 FEET WEST OF A CORNER FENCE
 LH0934'POST (THE ONE HALF MILE LINE) AND 6 INCHES NORTH OF AN EAST-WEST
 LH0934'FENCE.  A 4-INCH CAST ALUMINUM BENCH MARK SET FLUSH WITH THE GROUND
 LH0934'SURFACE.
 LH0934'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 LH0934'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0627 ***********************************************************************
 ML0627  DESIGNATION -  A 338
 ML0627  PID         -  ML0627
 ML0627  STATE/COUNTY-  NE/VALLEY
 ML0627  COUNTRY     -  US
 ML0627  USGS QUAD   -  ELYRIA (2017)
 ML0627
 ML0627                         *CURRENT SURVEY CONTROL
 ML0627  ______________________________________________________________________
 ML0627* NAD 83(1986) POSITION- 41 43 41.     (N) 099 04 16.     (W)   SCALED
 ML0627* NAVD 88 ORTHO HEIGHT -   649.380 (meters)     2130.51  (feet) ADJUSTED
 ML0627  ______________________________________________________________________
 ML0627  GEOID HEIGHT    -        -23.685 (meters)                     GEOID18
 ML0627  DYNAMIC HEIGHT  -        649.068 (meters)     2129.48  (feet) COMP
 ML0627  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 ML0627
 ML0627  VERT ORDER      -  SECOND    CLASS 0
 ML0627
 ML0627.The horizontal coordinates were scaled from a map and have
 ML0627.an estimated accuracy of +/- 6 seconds.
 ML0627
 ML0627.The orthometric height was determined by differential leveling and
 ML0627.adjusted by the NATIONAL GEODETIC SURVEY
 ML0627.in June 1991.
 ML0627
 ML0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0627.GEOID18 height accuracy estimate available here.
 ML0627
 ML0627.Click photographs - Photos may exist for this station.
 ML0627
 ML0627.The dynamic height is computed by dividing the NAVD 88
 ML0627.geopotential number by the normal gravity value computed on the
 ML0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0627.degrees latitude (g = 980.6199 gals.).
 ML0627
 ML0627.The modeled gravity was interpolated from observed gravity values.
 ML0627
 ML0627;                    North         East    Units  Estimated Accuracy
 ML0627;SPC NE       -   210,780.      577,260.      MT  (+/- 180 meters Scaled)
 ML0627
 ML0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM940195(NAD 83)
 ML0627
 ML0627                          SUPERSEDED SURVEY CONTROL
 ML0627
 ML0627  NGVD 29 (??/??/92)  649.124  (m)         2129.67   (f) ADJ UNCH    2 0
 ML0627
 ML0627.Superseded values are not recommended for survey control.
 ML0627
 ML0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0627.See file dsdata.pdf to determine how the superseded data were derived.
 ML0627
 ML0627_MARKER: DB = BENCH MARK DISK
 ML0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0627_STAMPING: A 338 1950
 ML0627_MARK LOGO: CGS
 ML0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0627+STABILITY: SURFACE MOTION
 ML0627
 ML0627  HISTORY     - Date     Condition        Report By
 ML0627  HISTORY     - 1950     MONUMENTED       CGS
 ML0627  HISTORY     - 1985     GOOD             NEDR
 ML0627  HISTORY     - 1985     GOOD             NGS
 ML0627
 ML0627                          STATION DESCRIPTION
 ML0627
 ML0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0627'5 MI NW FROM ELYRIA.
 ML0627'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0627'AT ELYRIA, ON THE NORTHWEST BANK OF A WOODED RAVINE, 0.15
 ML0627'MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING WEST, 58 FEET
 ML0627'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 111 FEET SOUTHWEST
 ML0627'OF THE SOUTHWEST RAIL, 6 FEET EAST OF A TELEPHONE POLE, 2 FEET
 ML0627'NORTHWEST OF A WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE
 ML0627'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0627'0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 1.1 MILES SOUTHEAST
 ML0627'OF BENCH MARK A 126.
 ML0627
 ML0627                          STATION RECOVERY (1985)
 ML0627
 ML0627'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0627'RECOVERED IN GOOD CONDITION.
 ML0627
 ML0627                          STATION RECOVERY (1985)
 ML0627
 ML0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0627'8.05 KM (5.0 MI) NORTHWEST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0627'OFFICE AT ELYRIA, TO THE MARK ON THE RIGHT, ABOUT 15 M (50 FT)
 ML0627'NORTHWEST OF A CHASM, 18.0 M (59.0 FT) NORTHEAST FROM THE CENTERLINE
 ML0627'AT THE HIGHWAY, 10.36 M (34.0 FT) NORTHEAST FROM THE CENTER OF THE
 ML0627'NORTHWEST HEADWALL OF A CONCRETE CULVERT WHICH LIES PARALLEL TO THE
 ML0627'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0161 ***********************************************************************
 NP0161  DESIGNATION -  A 339
 NP0161  PID         -  NP0161
 NP0161  STATE/COUNTY-  NE/BOX BUTTE
 NP0161  COUNTRY     -  US
 NP0161  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0161
 NP0161                         *CURRENT SURVEY CONTROL
 NP0161  ______________________________________________________________________
 NP0161* NAD 83(2011) POSITION- 42 05 26.51301(N) 102 49 05.79466(W)   ADJUSTED
 NP0161* NAD 83(2011) ELLIP HT-  1184.272 (meters)        (06/27/12)   ADJUSTED
 NP0161* NAD 83(2011) EPOCH   -  2010.00
 NP0161* NAVD 88 ORTHO HEIGHT -  1202.968 (meters)     3946.74  (feet) ADJUSTED
 NP0161  ______________________________________________________________________
 NP0161  GEOID HEIGHT    -        -18.700 (meters)                     GEOID18
 NP0161  NAD 83(2011) X  - -1,051,865.128 (meters)                     COMP
 NP0161  NAD 83(2011) Y  - -4,622,975.458 (meters)                     COMP
 NP0161  NAD 83(2011) Z  -  4,253,878.920 (meters)                     COMP
 NP0161  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 NP0161  DYNAMIC HEIGHT  -       1202.270 (meters)     3944.45  (feet) COMP
 NP0161  MODELED GRAVITY -    980,000.4   (mgal)                       NAVD 88
 NP0161
 NP0161  VERT ORDER      -  FIRST     CLASS II
 NP0161
 NP0161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0161  Standards:
 NP0161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0161  -------------------------------------------------------------------
 NP0161  NETWORK    1.78   2.45           0.79   0.65   1.25     -0.14674005
 NP0161  -------------------------------------------------------------------
 NP0161  Click here for local accuracies and other accuracy information.
 NP0161
 NP0161.The horizontal coordinates were established by GPS observations
 NP0161.and adjusted by the National Geodetic Survey in June 2012.
 NP0161
 NP0161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0161.been affixed to the stable North American tectonic plate. See 
 NP0161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0161
 NP0161.The horizontal coordinates are valid at the epoch date displayed above
 NP0161.which is a decimal equivalence of Year/Month/Day.
 NP0161
 NP0161.The orthometric height was determined by differential leveling and
 NP0161.adjusted by the NATIONAL GEODETIC SURVEY
 NP0161.in June 1991.
 NP0161
 NP0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0161.GEOID18 height accuracy estimate available here.
 NP0161
 NP0161.Click photographs - Photos may exist for this station.
 NP0161
 NP0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0161
 NP0161.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0161
 NP0161.The ellipsoidal height was determined by GPS observations
 NP0161.and is referenced to NAD 83.
 NP0161
 NP0161.The dynamic height is computed by dividing the NAVD 88
 NP0161.geopotential number by the normal gravity value computed on the
 NP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0161.degrees latitude (g = 980.6199 gals.).
 NP0161
 NP0161.The modeled gravity was interpolated from observed gravity values.
 NP0161
 NP0161. The following values were computed from the NAD 83(2011) position.
 NP0161
 NP0161;                    North         East     Units Scale Factor Converg.
 NP0161;SPC NE       -   254,427.989   266,944.277   MT  0.99971063   -1 52 03.6
 NP0161;SPC NE       -   834,735.83    875,799.68   sFT  0.99971063   -1 52 03.6
 NP0161;UTM  13      - 4,662,149.687   680,432.861   MT  1.00000060   +1 27 46.1
 NP0161
 NP0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0161!SPC NE       -   0.99981429  x   0.99971063  =   0.99952498
 NP0161!UTM  13      -   0.99981429  x   1.00000060  =   0.99981489
 NP0161
 NP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8043262149(NAD 83)
 NP0161
 NP0161                          SUPERSEDED SURVEY CONTROL
 NP0161
 NP0161  NAD 83(2007)-  42 05 26.51280(N)    102 49 05.79566(W) AD(2002.00) 0
 NP0161  ELLIP H (02/10/07) 1184.299  (m)                       GP(2002.00)    
 NP0161  ELLIP H (12/19/01) 1184.303  (m)                       GP(       ) 4 2
 NP0161  NAD 83(1995)-  42 05 26.51211(N)    102 49 05.79566(W) AD(       ) 3
 NP0161  ELLIP H (09/17/98) 1184.348  (m)                       GP(       ) 4 2
 NP0161  NAVD 88            1203.04   (m)         3947.0    (f) LEVELING    3  
 NP0161  NGVD 29 (??/??/92) 1202.419  (m)         3944.94   (f) ADJ UNCH    1 2
 NP0161
 NP0161.Superseded values are not recommended for survey control.
 NP0161
 NP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0161.See file dsdata.pdf to determine how the superseded data were derived.
 NP0161
 NP0161_MARKER: DB = BENCH MARK DISK
 NP0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0161_STAMPING: A 339 1967
 NP0161_MARK LOGO: CGS
 NP0161_PROJECTION: RECESSED 6 CENTIMETERS
 NP0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0161+STABILITY: SURFACE MOTION
 NP0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0161+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 NP0161
 NP0161  HISTORY     - Date     Condition        Report By
 NP0161  HISTORY     - 1967     MONUMENTED       CGS
 NP0161  HISTORY     - 1977     GOOD             NGS
 NP0161  HISTORY     - 1985     GOOD             NGS
 NP0161  HISTORY     - 19970721 GOOD             NGS
 NP0161  HISTORY     - 20200203 GOOD             NEGS
 NP0161
 NP0161                          STATION DESCRIPTION
 NP0161
 NP0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0161'2.7 MI ESE FROM ALLIANCE.
 NP0161'THE MARK IS SITUATED 2.7 MILES ESE OF ALLIANCE, 105.0 FT SOUTH
 NP0161'OF THE CENTERLINE OF STATE HIGHWAY NO. 2, 63.5 FT. EAST OF THE
 NP0161'NORTH-SOUTH ROAD LEADING TO THE ALLIANCE MUNICIPAL AIRPORT
 NP0161'TERMINAL BUILDING, 22.6 FT. NORTH OF A 15 IN DIAMETER POWER POLE,
 NP0161'26.5 FT. SOUTH OF THE SOUTH EDGE OF A BILLBOARD SIGN, AND 2.5 FT.
 NP0161'SOUTH OF A USC AND GS WITNESS POST SIGN.  THE MARK IS A STANDARD
 NP0161'USC AND GS BENCH MARK DISK SET IN THE TOP OF AN 8 IN SQUARE
 NP0161'CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 NP0161
 NP0161                          STATION RECOVERY (1977)
 NP0161
 NP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0161'RECOVERED IN GOOD CONDITION.
 NP0161
 NP0161                          STATION RECOVERY (1985)
 NP0161
 NP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0161'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE EXCEPT
 NP0161'NEW WITNESS POST WAS ADDED.
 NP0161'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NP0161
 NP0161                          STATION RECOVERY (1997)
 NP0161
 NP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0161'RECOVERED AS DESCRIBED.
 NP0161
 NP0161                          STATION RECOVERY (2020)
 NP0161
 NP0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 NP0161'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 87 IN
 NP0161'ALLIANCE, NE. GO EAST ON NE. HIGHWAY 2 FOR 2.23 MI (3.59 KM) TO A
 NP0161'COUNTY ROAD INTERSECTION HEADING SOUTH TO THE AIRPORT AND THE MARK ON
 NP0161'THE RIGHT IN THE SOUTHEAST ANGLE.
 NP0161'
 NP0161'IT IS 105 FT (32.0 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 2, 2.25
 NP0161'FT (0.7 M) SOUTH OF THE SOUTH FACE OF THE SOUTHERN MOST POLE, 0.6 FT
 NP0161'(18 CM) NORTH OF AN ORANGE WITNESS POST, 56.5 FT (17.2 M) NORTH OF A
 NP0161'POWER POLE WITH A GUY WIRE AND 63.5 FT (19.4 M) EAST OF THE CENTERLINE
 NP0161'OF THE COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0438 ***********************************************************************
 NP0438  DESIGNATION -  A 341
 NP0438  PID         -  NP0438
 NP0438  STATE/COUNTY-  NE/SIOUX
 NP0438  COUNTRY     -  US
 NP0438  USGS QUAD   -  GLEN (2017)
 NP0438
 NP0438                         *CURRENT SURVEY CONTROL
 NP0438  ______________________________________________________________________
 NP0438* NAD 83(1986) POSITION- 42 36 36.     (N) 103 34 51.     (W)   SCALED
 NP0438* NAVD 88 ORTHO HEIGHT -  1230.263 (meters)     4036.29  (feet) ADJUSTED
 NP0438  ______________________________________________________________________
 NP0438  GEOID HEIGHT    -        -17.175 (meters)                     GEOID18
 NP0438  DYNAMIC HEIGHT  -       1229.566 (meters)     4034.00  (feet) COMP
 NP0438  MODELED GRAVITY -    980,012.0   (mgal)                       NAVD 88
 NP0438
 NP0438  VERT ORDER      -  FIRST     CLASS II
 NP0438
 NP0438.The horizontal coordinates were scaled from a map and have
 NP0438.an estimated accuracy of +/- 6 seconds.
 NP0438
 NP0438.The orthometric height was determined by differential leveling and
 NP0438.adjusted by the NATIONAL GEODETIC SURVEY
 NP0438.in June 1991.
 NP0438
 NP0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0438.GEOID18 height accuracy estimate available here.
 NP0438
 NP0438.Click photographs - Photos may exist for this station.
 NP0438
 NP0438.The dynamic height is computed by dividing the NAVD 88
 NP0438.geopotential number by the normal gravity value computed on the
 NP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0438.degrees latitude (g = 980.6199 gals.).
 NP0438
 NP0438.The modeled gravity was interpolated from observed gravity values.
 NP0438
 NP0438;                    North         East    Units  Estimated Accuracy
 NP0438;SPC NE       -   314,380.      206,310.      MT  (+/- 180 meters Scaled)
 NP0438
 NP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH164184(NAD 83)
 NP0438
 NP0438                          SUPERSEDED SURVEY CONTROL
 NP0438
 NP0438  NGVD 29 (??/??/92) 1229.630  (m)         4034.21   (f) ADJ UNCH    1 2
 NP0438
 NP0438.Superseded values are not recommended for survey control.
 NP0438
 NP0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0438.See file dsdata.pdf to determine how the superseded data were derived.
 NP0438
 NP0438_MARKER: DB = BENCH MARK DISK
 NP0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0438_STAMPING: A 341 1954
 NP0438_MARK LOGO: CGS
 NP0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0438+STABILITY: SURFACE MOTION
 NP0438
 NP0438  HISTORY     - Date     Condition        Report By
 NP0438  HISTORY     - 1954     MONUMENTED       CGS
 NP0438
 NP0438                          STATION DESCRIPTION
 NP0438
 NP0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0438'10.5 MI SW FROM CRAWFORD.
 NP0438'10.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0438'FROM THE STATION AT CRAWFORD, 1 1/2 POLES EAST OF MILEPOST 443,
 NP0438'74 FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 53 FEET
 NP0438'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET NORTH OF A
 NP0438'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0438'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0131 ***********************************************************************
 NP0131  DESIGNATION -  A 342
 NP0131  PID         -  NP0131
 NP0131  STATE/COUNTY-  NE/BOX BUTTE
 NP0131  COUNTRY     -  US
 NP0131  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0131
 NP0131                         *CURRENT SURVEY CONTROL
 NP0131  ______________________________________________________________________
 NP0131* NAD 83(1986) POSITION- 42 05 24.     (N) 102 53 11.     (W)   SCALED
 NP0131* NAVD 88 ORTHO HEIGHT -  1202.573 (meters)     3945.44  (feet) ADJUSTED
 NP0131  ______________________________________________________________________
 NP0131  GEOID HEIGHT    -        -18.699 (meters)                     GEOID18
 NP0131  DYNAMIC HEIGHT  -       1201.869 (meters)     3943.13  (feet) COMP
 NP0131  MODELED GRAVITY -    979,994.4   (mgal)                       NAVD 88
 NP0131
 NP0131  VERT ORDER      -  FIRST     CLASS II
 NP0131
 NP0131.The horizontal coordinates were scaled from a map and have
 NP0131.an estimated accuracy of +/- 6 seconds.
 NP0131
 NP0131.The orthometric height was determined by differential leveling and
 NP0131.adjusted by the NATIONAL GEODETIC SURVEY
 NP0131.in June 1991.
 NP0131
 NP0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0131.GEOID18 height accuracy estimate available here.
 NP0131
 NP0131.Click photographs - Photos may exist for this station.
 NP0131
 NP0131.The dynamic height is computed by dividing the NAVD 88
 NP0131.geopotential number by the normal gravity value computed on the
 NP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0131.degrees latitude (g = 980.6199 gals.).
 NP0131
 NP0131.The modeled gravity was interpolated from observed gravity values.
 NP0131
 NP0131;                    North         East    Units  Estimated Accuracy
 NP0131;SPC NE       -   254,540.      261,310.      MT  (+/- 180 meters Scaled)
 NP0131
 NP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG748619(NAD 83)
 NP0131
 NP0131                          SUPERSEDED SURVEY CONTROL
 NP0131
 NP0131  NGVD 29 (??/??/92) 1201.986  (m)         3943.52   (f) ADJ UNCH    1 2
 NP0131
 NP0131.Superseded values are not recommended for survey control.
 NP0131
 NP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0131.See file dsdata.pdf to determine how the superseded data were derived.
 NP0131
 NP0131_MARKER: DB = BENCH MARK DISK
 NP0131_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0131_STAMPING: A 342 1956
 NP0131_MARK LOGO: CGS
 NP0131_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0131
 NP0131  HISTORY     - Date     Condition        Report By
 NP0131  HISTORY     - 1956     MONUMENTED       CGS
 NP0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0131
 NP0131                          STATION DESCRIPTION
 NP0131
 NP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0131'1 MI SW FROM ALLIANCE.
 NP0131'1.0 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0131'RAILROAD FROM THE STATION AT ALLIANCE, 101 FEET WEST OF THE WEST
 NP0131'RAIL, 54 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 NP0131'30 FEET NORTHEAST OF A POWER POLE, 3 FEET EAST OF A FENCE, 2.6
 NP0131'FEET SOUTH OF A WITNESS POST, AT A ROAD CROSSING, 1 POLE NORTH OF
 NP0131'MILEPOST 1, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 NP0131'ROD WHICH IS DRIVEN 50 FEET IN THE GROUND, INCASED IN A 6 INCH
 NP0131'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION
 NP0131'35, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0131
 NP0131                          STATION RECOVERY (1985)
 NP0131
 NP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0131'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0358 ***********************************************************************
 NP0358  DESIGNATION -  A 343
 NP0358  PID         -  NP0358
 NP0358  STATE/COUNTY-  NE/BOX BUTTE
 NP0358  COUNTRY     -  US
 NP0358  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0358
 NP0358                         *CURRENT SURVEY CONTROL
 NP0358  ______________________________________________________________________
 NP0358* NAD 83(1986) POSITION- 42 24 28.     (N) 103 13 05.     (W)   SCALED
 NP0358* NAVD 88 ORTHO HEIGHT -  1318.808 (meters)     4326.79  (feet) ADJUSTED
 NP0358  ______________________________________________________________________
 NP0358  GEOID HEIGHT    -        -18.156 (meters)                     GEOID18
 NP0358  DYNAMIC HEIGHT  -       1318.019 (meters)     4324.20  (feet) COMP
 NP0358  MODELED GRAVITY -    979,977.5   (mgal)                       NAVD 88
 NP0358
 NP0358  VERT ORDER      -  FIRST     CLASS II
 NP0358
 NP0358.The horizontal coordinates were scaled from a map and have
 NP0358.an estimated accuracy of +/- 6 seconds.
 NP0358
 NP0358.The orthometric height was determined by differential leveling and
 NP0358.adjusted by the NATIONAL GEODETIC SURVEY
 NP0358.in June 1991.
 NP0358
 NP0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0358.GEOID18 height accuracy estimate available here.
 NP0358
 NP0358.Click photographs - Photos may exist for this station.
 NP0358
 NP0358.The dynamic height is computed by dividing the NAVD 88
 NP0358.geopotential number by the normal gravity value computed on the
 NP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0358.degrees latitude (g = 980.6199 gals.).
 NP0358
 NP0358.The modeled gravity was interpolated from observed gravity values.
 NP0358
 NP0358;                    North         East    Units  Estimated Accuracy
 NP0358;SPC NE       -   290,770.      235,210.      MT  (+/- 180 meters Scaled)
 NP0358
 NP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG466965(NAD 83)
 NP0358
 NP0358                          SUPERSEDED SURVEY CONTROL
 NP0358
 NP0358  NGVD 29 (??/??/92) 1318.128  (m)         4324.56   (f) ADJ UNCH    1 2
 NP0358
 NP0358.Superseded values are not recommended for survey control.
 NP0358
 NP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0358.See file dsdata.pdf to determine how the superseded data were derived.
 NP0358
 NP0358_MARKER: DB = BENCH MARK DISK
 NP0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0358_STAMPING: A 343 1956
 NP0358_MARK LOGO: CGS
 NP0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0358+STABILITY: SURFACE MOTION
 NP0358
 NP0358  HISTORY     - Date     Condition        Report By
 NP0358  HISTORY     - 1956     MONUMENTED       CGS
 NP0358  HISTORY     - 1985     GOOD             NGS
 NP0358
 NP0358                          STATION DESCRIPTION
 NP0358
 NP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0358'6.3 MI SE FROM MARSLAND.
 NP0358'6.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0358'RAILROAD FROM THE STATION SIGN AT MARSLAND, 10 POLES NORTHWEST
 NP0358'OF MILEPOST 394, AT THE NORTHWEST END OF A CUT, 62 FEET NORTHEAST
 NP0358'OF THE NORTHEAST RAIL, 16.3 FEET NORTHEAST OF A TELEPHONE POLE,
 NP0358'7.4 FEET SOUTHWEST OF A FENCE, 4.7 FEET NORTHWEST OF A WITNESS
 NP0358'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 NP0358'ABOVE THE GROUND, IN SECTION 13, TOWNSHIP 28 NORTH, RANGE 51 WEST.
 NP0358
 NP0358                          STATION RECOVERY (1985)
 NP0358
 NP0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0358'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0358'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 9.98 KM
 NP0358'(6.2 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0400 ***********************************************************************
 NP0400  DESIGNATION -  A 344
 NP0400  PID         -  NP0400
 NP0400  STATE/COUNTY-  NE/BOX BUTTE
 NP0400  COUNTRY     -  US
 NP0400  USGS QUAD   -  NONPAREIL (2017)
 NP0400
 NP0400                         *CURRENT SURVEY CONTROL
 NP0400  ______________________________________________________________________
 NP0400* NAD 83(1986) POSITION- 42 19 15.     (N) 103 07 54.     (W)   SCALED
 NP0400* NAVD 88 ORTHO HEIGHT -  1320.514 (meters)     4332.39  (feet) POSTED
 NP0400  ______________________________________________________________________
 NP0400  GEOID HEIGHT    -        -18.254 (meters)                     GEOID18
 NP0400  DYNAMIC HEIGHT  -       1319.73  (meters)     4329.8   (feet) COMP
 NP0400  MODELED GRAVITY -    979,982.3   (mgal)                       NAVD 88
 NP0400
 NP0400  VERT ORDER      -  * POSTED, SEE BELOW
 NP0400
 NP0400.The horizontal coordinates were scaled from a map and have
 NP0400.an estimated accuracy of +/- 6 seconds.
 NP0400
 NP0400.The orthometric height was determined by differential leveling
 NP0400.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0400
 NP0400.* This is a POSTED BENCH MARK height.
 NP0400
 NP0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0400.GEOID18 height accuracy estimate available here.
 NP0400
 NP0400.Click photographs - Photos may exist for this station.
 NP0400
 NP0400.The dynamic height is computed by dividing the NAVD 88
 NP0400.geopotential number by the normal gravity value computed on the
 NP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0400.degrees latitude (g = 980.6199 gals.).
 NP0400
 NP0400.The modeled gravity was interpolated from observed gravity values.
 NP0400
 NP0400;                    North         East    Units  Estimated Accuracy
 NP0400;SPC NE       -   280,860.      241,970.      MT  (+/- 180 meters Scaled)
 NP0400
 NP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG539870(NAD 83)
 NP0400
 NP0400                          SUPERSEDED SURVEY CONTROL
 NP0400
 NP0400  NGVD 29 (??/??/92) 1319.877  (m)         4330.30   (f) ADJ UNCH    2 0
 NP0400
 NP0400.Superseded values are not recommended for survey control.
 NP0400
 NP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0400.See file dsdata.pdf to determine how the superseded data were derived.
 NP0400
 NP0400_MARKER: DB = BENCH MARK DISK
 NP0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0400_STAMPING: A 344 1956
 NP0400_MARK LOGO: CGS
 NP0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0400+STABILITY: SURFACE MOTION
 NP0400
 NP0400  HISTORY     - Date     Condition        Report By
 NP0400  HISTORY     - 1956     MONUMENTED       CGS
 NP0400
 NP0400                          STATION DESCRIPTION
 NP0400
 NP0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0400'3 MI W FROM HEMINGFORD.
 NP0400'3.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0400'AT HEMINGFORD, 375 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0400'155 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 52
 NP0400'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 17 FEET
 NP0400'WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF
 NP0400'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0400'0.3 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 15,
 NP0400'TOWNSHIP 27 NORTH, RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0164 ***********************************************************************
 MN0164  DESIGNATION -  A 345
 MN0164  PID         -  MN0164
 MN0164  STATE/COUNTY-  NE/MORRILL
 MN0164  COUNTRY     -  US
 MN0164  USGS QUAD   -  ANGORA NE (2017)
 MN0164
 MN0164                         *CURRENT SURVEY CONTROL
 MN0164  ______________________________________________________________________
 MN0164* NAD 83(1986) POSITION- 41 53 39.     (N) 103 04 48.     (W)   SCALED
 MN0164* NAVD 88 ORTHO HEIGHT -  1291.195 (meters)     4236.20  (feet) ADJUSTED
 MN0164  ______________________________________________________________________
 MN0164  GEOID HEIGHT    -        -19.066 (meters)                     GEOID18
 MN0164  DYNAMIC HEIGHT  -       1290.379 (meters)     4233.52  (feet) COMP
 MN0164  MODELED GRAVITY -    979,945.4   (mgal)                       NAVD 88
 MN0164
 MN0164  VERT ORDER      -  FIRST     CLASS II
 MN0164
 MN0164.The horizontal coordinates were scaled from a map and have
 MN0164.an estimated accuracy of +/- 6 seconds.
 MN0164
 MN0164.The orthometric height was determined by differential leveling and
 MN0164.adjusted by the NATIONAL GEODETIC SURVEY
 MN0164.in June 1991.
 MN0164
 MN0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0164.GEOID18 height accuracy estimate available here.
 MN0164
 MN0164.Click photographs - Photos may exist for this station.
 MN0164
 MN0164.The dynamic height is computed by dividing the NAVD 88
 MN0164.geopotential number by the normal gravity value computed on the
 MN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0164.degrees latitude (g = 980.6199 gals.).
 MN0164
 MN0164.The modeled gravity was interpolated from observed gravity values.
 MN0164
 MN0164;                    North         East    Units  Estimated Accuracy
 MN0164;SPC NE       -   233,360.      244,530.      MT  (+/- 180 meters Scaled)
 MN0164
 MN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG592398(NAD 83)
 MN0164
 MN0164                          SUPERSEDED SURVEY CONTROL
 MN0164
 MN0164  NGVD 29 (??/??/92) 1290.566  (m)         4234.13   (f) ADJ UNCH    1 2
 MN0164
 MN0164.Superseded values are not recommended for survey control.
 MN0164
 MN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0164.See file dsdata.pdf to determine how the superseded data were derived.
 MN0164
 MN0164_MARKER: DB = BENCH MARK DISK
 MN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0164_STAMPING: A 345 1956
 MN0164_MARK LOGO: CGS
 MN0164_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0164+STABILITY: SURFACE MOTION
 MN0164
 MN0164  HISTORY     - Date     Condition        Report By
 MN0164  HISTORY     - 1956     MONUMENTED       CGS
 MN0164  HISTORY     - 1985     GOOD             NGS
 MN0164
 MN0164                          STATION DESCRIPTION
 MN0164
 MN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0164'3.8 MI NE FROM ANGORA.
 MN0164'3.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0164'RAILROAD FROM THE STATION AT ANGORA, 1 POLE NORTH OF MILEPOST
 MN0164'18, 73.5 FEET WEST OF THE WEST RAIL, 58 FEET EAST OF THE CENTER
 MN0164'LINE OF STATE HIGHWAY 19, 2 FEET SOUTHWEST OF A WITNESS POST,
 MN0164'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MN0164'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 22
 MN0164'NORTH, RANGE 50 WEST.
 MN0164
 MN0164                          STATION RECOVERY (1985)
 MN0164
 MN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0164'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0164'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0164'5.95 KM (3.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0164'0.16 KM (0.10 MI) NORTHEAST OF A HIGH PRESSURE GAS PIPELINE WARNING
 MN0164'SIGN, ON TOP OF A SMALL RISE, 22.4 METERS (73.5 FT) NORTHWEST OF THE
 MN0164'NORTHWEST RAIL, 56.7 METERS (186 FT) SOUTHEAST OF THE CENTER OF US
 MN0164'HIGHWAY 385, 52.6 METERS (172 FT) NORTH OF MILEPOLE 18 AND 17.1 METERS
 MN0164'(56 FT) SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 19.
 MN0164'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0164'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1700 ***********************************************************************
 MK1700  DESIGNATION -  A 346
 MK1700  PID         -  MK1700
 MK1700  STATE/COUNTY-  NE/PLATTE
 MK1700  COUNTRY     -  US
 MK1700  USGS QUAD   -  TARNOV (2017)
 MK1700
 MK1700                         *CURRENT SURVEY CONTROL
 MK1700  ______________________________________________________________________
 MK1700* NAD 83(1986) POSITION- 41 32 24.     (N) 097 30 11.     (W)   SCALED
 MK1700* NAVD 88 ORTHO HEIGHT -   473.037 (meters)     1551.96  (feet) ADJUSTED
 MK1700  ______________________________________________________________________
 MK1700  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 MK1700  DYNAMIC HEIGHT  -        472.829 (meters)     1551.27  (feet) COMP
 MK1700  MODELED GRAVITY -    980,168.1   (mgal)                       NAVD 88
 MK1700
 MK1700  VERT ORDER      -  SECOND    CLASS 0
 MK1700
 MK1700.The horizontal coordinates were scaled from a map and have
 MK1700.an estimated accuracy of +/- 6 seconds.
 MK1700
 MK1700.The orthometric height was determined by differential leveling and
 MK1700.adjusted by the NATIONAL GEODETIC SURVEY
 MK1700.in June 1991.
 MK1700
 MK1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1700.GEOID18 height accuracy estimate available here.
 MK1700
 MK1700.Click photographs - Photos may exist for this station.
 MK1700
 MK1700.The dynamic height is computed by dividing the NAVD 88
 MK1700.geopotential number by the normal gravity value computed on the
 MK1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1700.degrees latitude (g = 980.6199 gals.).
 MK1700
 MK1700.The modeled gravity was interpolated from observed gravity values.
 MK1700
 MK1700;                    North         East    Units  Estimated Accuracy
 MK1700;SPC NE       -   192,490.      708,260.      MT  (+/- 180 meters Scaled)
 MK1700
 MK1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL248997(NAD 83)
 MK1700
 MK1700                          SUPERSEDED SURVEY CONTROL
 MK1700
 MK1700  NGVD 29 (??/??/92)  472.848  (m)         1551.34   (f) ADJ UNCH    2 0
 MK1700
 MK1700.Superseded values are not recommended for survey control.
 MK1700
 MK1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1700.See file dsdata.pdf to determine how the superseded data were derived.
 MK1700
 MK1700_MARKER: DB = BENCH MARK DISK
 MK1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1700_STAMPING: A 346 1957
 MK1700_MARK LOGO: CGS
 MK1700_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1700+STABILITY: SURFACE MOTION
 MK1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1700+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 MK1700
 MK1700  HISTORY     - Date     Condition        Report By
 MK1700  HISTORY     - 1957     MONUMENTED       CGS
 MK1700  HISTORY     - 1989     GOOD             LOCSUR
 MK1700  HISTORY     - 19910321 GOOD             NEDR
 MK1700  HISTORY     - 20140722 GOOD             INDIV
 MK1700
 MK1700                          STATION DESCRIPTION
 MK1700
 MK1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1700'1 MI W FROM PLATTE CENTER.
 MK1700'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1700'STATION AT PLATTE CENTER, THENCE 0.8 MILE WEST ALONG A ROAD,
 MK1700'IN SECTION 14, T. 18 N., R. 2 W., 37 FEET SOUTH OF THE CENTER
 MK1700'LINE OF THE ROAD, 5 FEET WEST OF THE EXTENDED CENTER LINE
 MK1700'OF A ROAD NORTH, 180 FEET NORTHEAST OF THE NORTHEAST CORNER
 MK1700'OF A FARM HOUSE, 7 FEET WEST OF A POWER POLE, 3 FEET NORTH OF A
 MK1700'FENCE LINE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND IN
 MK1700'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1700
 MK1700                          STATION RECOVERY (1989)
 MK1700
 MK1700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1700'RECOVERED IN GOOD CONDITION.
 MK1700
 MK1700                          STATION RECOVERY (1991)
 MK1700
 MK1700'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1700'TO REACH FROM THE WATER TOWER IN PLATTE CENTER, GO WEST ON A BLACKTOP
 MK1700'ROAD FOR 1.1 MI (1.8 KM) TO THE MARK ON THE SOUTH SIDE OF A COUNTY
 MK1700'ROAD T-INTERSECTION, 37 FT (11.3 M) SOUTH FROM THE CENTERLINE OF THE
 MK1700'BLACKTOP ROAD, 5 FT (1.5 M) WEST OF THE EXTENDED CENTERLINE OF THE
 MK1700'GRAVELED ROAD LEADING NORTH, 7 FT (2.1 M) WEST OF A POWER POLE, 3.0 FT
 MK1700'(0.9 M) NORTH OF A FENCE LINE, 4 FT (1.2 M) ABOVE THE ROAD AND SET
 MK1700'INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.4 FT (12.2 CM) ABOVE
 MK1700'THE GROUND SURFACE.
 MK1700
 MK1700                          STATION RECOVERY (2014)
 MK1700
 MK1700'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JDB)
 MK1700'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0190 ***********************************************************************
 NO0190  DESIGNATION -  A 347
 NO0190  PID         -  NO0190
 NO0190  STATE/COUNTY-  NE/CHERRY
 NO0190  COUNTRY     -  US
 NO0190  USGS QUAD   -  NENZEL (2017)
 NO0190
 NO0190                         *CURRENT SURVEY CONTROL
 NO0190  ______________________________________________________________________
 NO0190* NAD 83(1986) POSITION- 42 55 14.     (N) 101 01 57.     (W)   SCALED
 NO0190* NAVD 88 ORTHO HEIGHT -   926.173 (meters)     3038.62  (feet) ADJUSTED
 NO0190  ______________________________________________________________________
 NO0190  GEOID HEIGHT    -        -20.787 (meters)                     GEOID18
 NO0190  DYNAMIC HEIGHT  -        925.785 (meters)     3037.35  (feet) COMP
 NO0190  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 NO0190
 NO0190  VERT ORDER      -  FIRST     CLASS II
 NO0190
 NO0190.The horizontal coordinates were scaled from a map and have
 NO0190.an estimated accuracy of +/- 6 seconds.
 NO0190
 NO0190.The orthometric height was determined by differential leveling and
 NO0190.adjusted by the NATIONAL GEODETIC SURVEY
 NO0190.in June 1991.
 NO0190
 NO0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0190.GEOID18 height accuracy estimate available here.
 NO0190
 NO0190.Click photographs - Photos may exist for this station.
 NO0190
 NO0190.The dynamic height is computed by dividing the NAVD 88
 NO0190.geopotential number by the normal gravity value computed on the
 NO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0190.degrees latitude (g = 980.6199 gals.).
 NO0190
 NO0190.The modeled gravity was interpolated from observed gravity values.
 NO0190
 NO0190;                    North         East    Units  Estimated Accuracy
 NO0190;SPC NE       -   343,300.      415,710.      MT  (+/- 180 meters Scaled)
 NO0190
 NO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN341539(NAD 83)
 NO0190
 NO0190                          SUPERSEDED SURVEY CONTROL
 NO0190
 NO0190  NGVD 29 (??/??/92)  925.823  (m)         3037.47   (f) ADJ UNCH    1 2
 NO0190
 NO0190.Superseded values are not recommended for survey control.
 NO0190
 NO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0190.See file dsdata.pdf to determine how the superseded data were derived.
 NO0190
 NO0190_MARKER: DB = BENCH MARK DISK
 NO0190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0190_SP_SET: CULVERT HEADWALL
 NO0190_STAMPING: A 347 1957
 NO0190_MARK LOGO: CGS
 NO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0190+STABILITY: SURFACE MOTION
 NO0190
 NO0190  HISTORY     - Date     Condition        Report By
 NO0190  HISTORY     - 1957     MONUMENTED       CGS
 NO0190
 NO0190                          STATION DESCRIPTION
 NO0190
 NO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0190'4.4 MI W FROM KILGORE.
 NO0190'ABOUT 4.35 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0190'FROM THE STATION AT KILGORE, IN SECTION 13, T.34 N., R.31 W.,
 NO0190'2 1/2 POLES WEST OF MILEPOST 296, 112 FEET SOUTH-SOUTHEAST OF
 NO0190'THE NEAR RAIL, 15 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 NO0190'OLD GRADE OF U.S. HIGHWAY 20, 89 FEET WEST OF THE CENTER LINE OF
 NO0190'A RANCH ROAD NORTH, 2 FEET LOWER THAN THE OLD HIGHWAY AND IN
 NO0190'THE TOP OF THE EAST END OF THE NORTH WALL OF A 36-INCH PIPE
 NO0190'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0260 ***********************************************************************
 NP0260  DESIGNATION -  A 348
 NP0260  PID         -  NP0260
 NP0260  STATE/COUNTY-  NE/DAWES
 NP0260  COUNTRY     -  US
 NP0260  USGS QUAD   -  WHITNEY (2017)
 NP0260
 NP0260                         *CURRENT SURVEY CONTROL
 NP0260  ______________________________________________________________________
 NP0260* NAD 83(1986) POSITION- 42 46 20.     (N) 103 16 15.     (W)   SCALED
 NP0260* NAVD 88 ORTHO HEIGHT -  1044.900 (meters)     3428.14  (feet) ADJUSTED
 NP0260  ______________________________________________________________________
 NP0260  GEOID HEIGHT    -        -17.756 (meters)                     GEOID18
 NP0260  DYNAMIC HEIGHT  -       1044.365 (meters)     3426.39  (feet) COMP
 NP0260  MODELED GRAVITY -    980,073.7   (mgal)                       NAVD 88
 NP0260
 NP0260  VERT ORDER      -  FIRST     CLASS II
 NP0260
 NP0260.The horizontal coordinates were scaled from a map and have
 NP0260.an estimated accuracy of +/- 6 seconds.
 NP0260
 NP0260.The orthometric height was determined by differential leveling and
 NP0260.adjusted by the NATIONAL GEODETIC SURVEY
 NP0260.in June 1991.
 NP0260
 NP0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0260.GEOID18 height accuracy estimate available here.
 NP0260
 NP0260.Click photographs - Photos may exist for this station.
 NP0260
 NP0260.The dynamic height is computed by dividing the NAVD 88
 NP0260.geopotential number by the normal gravity value computed on the
 NP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0260.degrees latitude (g = 980.6199 gals.).
 NP0260
 NP0260.The modeled gravity was interpolated from observed gravity values.
 NP0260
 NP0260;                    North         East    Units  Estimated Accuracy
 NP0260;SPC NE       -   331,380.      232,400.      MT  (+/- 180 meters Scaled)
 NP0260
 NP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH414369(NAD 83)
 NP0260
 NP0260                          SUPERSEDED SURVEY CONTROL
 NP0260
 NP0260  NGVD 29 (??/??/92) 1044.333  (m)         3426.28   (f) ADJ UNCH    1 2
 NP0260
 NP0260.Superseded values are not recommended for survey control.
 NP0260
 NP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0260.See file dsdata.pdf to determine how the superseded data were derived.
 NP0260
 NP0260_MARKER: DB = BENCH MARK DISK
 NP0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0260_STAMPING: A 348 1957
 NP0260_MARK LOGO: CGS
 NP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0260+STABILITY: SURFACE MOTION
 NP0260
 NP0260  HISTORY     - Date     Condition        Report By
 NP0260  HISTORY     - 1957     MONUMENTED       CGS
 NP0260
 NP0260                          STATION DESCRIPTION
 NP0260
 NP0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0260'1 MI SW FROM WHITNEY.
 NP0260'ABOUT 1.0 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0260'RAILWAY, FROM THE STATION AT WHITNEY, IN SECTION 2, T. 32 N.,
 NP0260'R. 51 W., 11 FEET SOUTHEAST OF THE SEVENTH POLE NORTHEAST OF
 NP0260'MILEPOST 423, 0.2 MILE NORTHEAST OF AN EAST-WEST ROAD CROSSING,
 NP0260'47 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 94 FEET NORTHWEST
 NP0260'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET SOUTHWEST OF A
 NP0260'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NP0260'RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0247 ***********************************************************************
 NP0247  DESIGNATION -  A 349
 NP0247  PID         -  NP0247
 NP0247  STATE/COUNTY-  NE/DAWES
 NP0247  COUNTRY     -  US
 NP0247  USGS QUAD   -  CHADRON WEST (2017)
 NP0247
 NP0247                         *CURRENT SURVEY CONTROL
 NP0247  ______________________________________________________________________
 NP0247* NAD 83(1986) POSITION- 42 49 44.     (N) 103 07 07.     (W)   SCALED
 NP0247* NAVD 88 ORTHO HEIGHT -  1014.256 (meters)     3327.60  (feet) ADJUSTED
 NP0247  ______________________________________________________________________
 NP0247  GEOID HEIGHT    -        -17.931 (meters)                     GEOID18
 NP0247  DYNAMIC HEIGHT  -       1013.751 (meters)     3325.95  (feet) COMP
 NP0247  MODELED GRAVITY -    980,089.0   (mgal)                       NAVD 88
 NP0247
 NP0247  VERT ORDER      -  FIRST     CLASS II
 NP0247
 NP0247.The horizontal coordinates were scaled from a map and have
 NP0247.an estimated accuracy of +/- 6 seconds.
 NP0247
 NP0247.The orthometric height was determined by differential leveling and
 NP0247.adjusted by the NATIONAL GEODETIC SURVEY
 NP0247.in June 1991.
 NP0247
 NP0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0247.GEOID18 height accuracy estimate available here.
 NP0247
 NP0247.Click photographs - Photos may exist for this station.
 NP0247
 NP0247.The dynamic height is computed by dividing the NAVD 88
 NP0247.geopotential number by the normal gravity value computed on the
 NP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0247.degrees latitude (g = 980.6199 gals.).
 NP0247
 NP0247.The modeled gravity was interpolated from observed gravity values.
 NP0247
 NP0247;                    North         East    Units  Estimated Accuracy
 NP0247;SPC NE       -   337,210.      245,080.      MT  (+/- 180 meters Scaled)
 NP0247
 NP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH537435(NAD 83)
 NP0247
 NP0247                          SUPERSEDED SURVEY CONTROL
 NP0247
 NP0247  NGVD 29 (??/??/92) 1013.707  (m)         3325.80   (f) ADJ UNCH    1 2
 NP0247
 NP0247.Superseded values are not recommended for survey control.
 NP0247
 NP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0247.See file dsdata.pdf to determine how the superseded data were derived.
 NP0247
 NP0247_MARKER: DB = BENCH MARK DISK
 NP0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0247_STAMPING: A 349 1957
 NP0247_MARK LOGO: CGS
 NP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0247+STABILITY: SURFACE MOTION
 NP0247
 NP0247  HISTORY     - Date     Condition        Report By
 NP0247  HISTORY     - 1957     MONUMENTED       CGS
 NP0247  HISTORY     - 1977     GOOD             NGS
 NP0247
 NP0247                          STATION DESCRIPTION
 NP0247
 NP0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0247'6.2 MI W FROM CHADRON.
 NP0247'ABOUT 6.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0247'AT CHADRON, IN SECTION 17, T. 33 N., R. 49 W., AT THE RANCH
 NP0247'HOME OF JIMMIE D. FOX, 191 FEET NORTH OF THE CENTER LINE OF
 NP0247'U.S. HIGHWAY 20, 65 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NP0247'CORNER OF THE HOUSE, 3 1/2 FEET EAST OF A POWER POLE WITH YARD
 NP0247'LIGHT AND METER, ABOUT 6 FEET ABOVE THE HIGHWAY AND IN THE TOP
 NP0247'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NP0247
 NP0247                          STATION RECOVERY (1977)
 NP0247
 NP0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0052 ***********************************************************************
 NP0052  DESIGNATION -  A 35
 NP0052  PID         -  NP0052
 NP0052  STATE/COUNTY-  NE/SHERIDAN
 NP0052  COUNTRY     -  US
 NP0052  USGS QUAD   -  GORDON NW (2017)
 NP0052
 NP0052                         *CURRENT SURVEY CONTROL
 NP0052  ______________________________________________________________________
 NP0052* NAD 83(1986) POSITION- 42 58 27.     (N) 102 13 15.     (W)   SCALED
 NP0052* NAVD 88 ORTHO HEIGHT -  1089.608 (meters)     3574.82  (feet) ADJUSTED
 NP0052  ______________________________________________________________________
 NP0052  GEOID HEIGHT    -        -18.437 (meters)                     GEOID18
 NP0052  DYNAMIC HEIGHT  -       1089.109 (meters)     3573.19  (feet) COMP
 NP0052  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 NP0052
 NP0052  VERT ORDER      -  SECOND    CLASS 0
 NP0052
 NP0052.The horizontal coordinates were scaled from a map and have
 NP0052.an estimated accuracy of +/- 6 seconds.
 NP0052
 NP0052.The orthometric height was determined by differential leveling and
 NP0052.adjusted by the NATIONAL GEODETIC SURVEY
 NP0052.in June 1991.
 NP0052
 NP0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0052.GEOID18 height accuracy estimate available here.
 NP0052
 NP0052.Click photographs - Photos may exist for this station.
 NP0052
 NP0052.The dynamic height is computed by dividing the NAVD 88
 NP0052.geopotential number by the normal gravity value computed on the
 NP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0052.degrees latitude (g = 980.6199 gals.).
 NP0052
 NP0052.The modeled gravity was interpolated from observed gravity values.
 NP0052
 NP0052;                    North         East    Units  Estimated Accuracy
 NP0052;SPC NE       -   351,080.      318,860.      MT  (+/- 180 meters Scaled)
 NP0052
 NP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH266616(NAD 83)
 NP0052
 NP0052                          SUPERSEDED SURVEY CONTROL
 NP0052
 NP0052  NGVD 29 (??/??/92) 1089.107  (m)         3573.18   (f) ADJ UNCH    2 0
 NP0052
 NP0052.Superseded values are not recommended for survey control.
 NP0052
 NP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0052.See file dsdata.pdf to determine how the superseded data were derived.
 NP0052
 NP0052_MARKER: DB = BENCH MARK DISK
 NP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0052_STAMPING: A 35 1934
 NP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0052+STABILITY: SURFACE MOTION
 NP0052
 NP0052  HISTORY     - Date     Condition        Report By
 NP0052  HISTORY     - 1934     MONUMENTED       CGS
 NP0052  HISTORY     - 1941     GOOD             CGS
 NP0052  HISTORY     - 1966     MARK NOT FOUND   USGS
 NP0052
 NP0052                          STATION DESCRIPTION
 NP0052
 NP0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NP0052'12.8 MI N FROM GORDON.
 NP0052'12.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0052'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 2
 NP0052'MILES SOUTH OF THE SOUTH DAKOTA-NEBRASKA STATE LINE, 51 FEET
 NP0052'NORTH OF THE CENTERLINE OF A SECTION-LINE FENCE, 35 FEET WEST
 NP0052'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A GATEPOST.
 NP0052'A STANDARD DISK, STAMPED A 35 1934 AND SET IN THE TOP OF A
 NP0052'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- HIGHWAY
 NP0052'REALIGNED.
 NP0052
 NP0052                          STATION RECOVERY (1966)
 NP0052
 NP0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NP0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0316 ***********************************************************************
 NO0316  DESIGNATION -  A 350
 NO0316  PID         -  NO0316
 NO0316  STATE/COUNTY-  NE/CHERRY
 NO0316  COUNTRY     -  US
 NO0316  USGS QUAD   -  MERRIMAN (2017)
 NO0316
 NO0316                         *CURRENT SURVEY CONTROL
 NO0316  ______________________________________________________________________
 NO0316* NAD 83(1986) POSITION- 42 55 15.     (N) 101 42 34.     (W)   SCALED
 NO0316* NAVD 88 ORTHO HEIGHT -   995.083 (meters)     3264.70  (feet) ADJUSTED
 NO0316  ______________________________________________________________________
 NO0316  GEOID HEIGHT    -        -19.316 (meters)                     GEOID18
 NO0316  DYNAMIC HEIGHT  -        994.647 (meters)     3263.27  (feet) COMP
 NO0316  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 NO0316
 NO0316  VERT ORDER      -  FIRST     CLASS II
 NO0316
 NO0316.The horizontal coordinates were scaled from a map and have
 NO0316.an estimated accuracy of +/- 6 seconds.
 NO0316
 NO0316.The orthometric height was determined by differential leveling and
 NO0316.adjusted by the NATIONAL GEODETIC SURVEY
 NO0316.in June 1991.
 NO0316
 NO0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0316.GEOID18 height accuracy estimate available here.
 NO0316
 NO0316.Click photographs - Photos may exist for this station.
 NO0316
 NO0316.The dynamic height is computed by dividing the NAVD 88
 NO0316.geopotential number by the normal gravity value computed on the
 NO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0316.degrees latitude (g = 980.6199 gals.).
 NO0316
 NO0316.The modeled gravity was interpolated from observed gravity values.
 NO0316
 NO0316;                    North         East    Units  Estimated Accuracy
 NO0316;SPC NE       -   344,210.      360,450.      MT  (+/- 180 meters Scaled)
 NO0316
 NO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN788555(NAD 83)
 NO0316
 NO0316                          SUPERSEDED SURVEY CONTROL
 NO0316
 NO0316  NGVD 29 (??/??/92)  994.662  (m)         3263.32   (f) ADJ UNCH    1 2
 NO0316
 NO0316.Superseded values are not recommended for survey control.
 NO0316
 NO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0316.See file dsdata.pdf to determine how the superseded data were derived.
 NO0316
 NO0316_MARKER: DB = BENCH MARK DISK
 NO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0316_STAMPING: A 350 1957
 NO0316_MARK LOGO: CGS
 NO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0316+STABILITY: SURFACE MOTION
 NO0316
 NO0316  HISTORY     - Date     Condition        Report By
 NO0316  HISTORY     - 1957     MONUMENTED       CGS
 NO0316
 NO0316                          STATION DESCRIPTION
 NO0316
 NO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0316'0.6 MI W FROM MERRIMAN.
 NO0316'ABOUT 0.55 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0316'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 37 W., SECTION
 NO0316'18., AT THE ENTRANCE TO THE FAIR GROUNDS, 46 FEET NORTH OF THE NORTH
 NO0316'RAIL, 31 FEET WEST OF THE CENTER LINE OF THE FAIR GROUNDS ROAD, 16
 NO0316'FEET SOUTHWEST OF A LIGHT POLE, 2 FEET SOUTH OF A FENCE, 2 FEET
 NO0316'WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 NO0316'POST WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0007 ***********************************************************************
 NP0007  DESIGNATION -  A 351
 NP0007  PID         -  NP0007
 NP0007  STATE/COUNTY-  NE/SHERIDAN
 NP0007  COUNTRY     -  US
 NP0007  USGS QUAD   -  GORDON SE (2017)
 NP0007
 NP0007                         *CURRENT SURVEY CONTROL
 NP0007  ______________________________________________________________________
 NP0007* NAD 83(1986) POSITION- 42 50 11.     (N) 102 05 39.     (W)   SCALED
 NP0007* NAVD 88 ORTHO HEIGHT -  1088.119 (meters)     3569.94  (feet) ADJUSTED
 NP0007  ______________________________________________________________________
 NP0007  GEOID HEIGHT    -        -18.631 (meters)                     GEOID18
 NP0007  DYNAMIC HEIGHT  -       1087.604 (meters)     3568.25  (feet) COMP
 NP0007  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 NP0007
 NP0007  VERT ORDER      -  FIRST     CLASS II
 NP0007
 NP0007.The horizontal coordinates were scaled from a map and have
 NP0007.an estimated accuracy of +/- 6 seconds.
 NP0007
 NP0007.The orthometric height was determined by differential leveling and
 NP0007.adjusted by the NATIONAL GEODETIC SURVEY
 NP0007.in June 1991.
 NP0007
 NP0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0007.GEOID18 height accuracy estimate available here.
 NP0007
 NP0007.Click photographs - Photos may exist for this station.
 NP0007
 NP0007.The dynamic height is computed by dividing the NAVD 88
 NP0007.geopotential number by the normal gravity value computed on the
 NP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0007.degrees latitude (g = 980.6199 gals.).
 NP0007
 NP0007.The modeled gravity was interpolated from observed gravity values.
 NP0007
 NP0007;                    North         East    Units  Estimated Accuracy
 NP0007;SPC NE       -   335,520.      328,820.      MT  (+/- 180 meters Scaled)
 NP0007
 NP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH374467(NAD 83)
 NP0007
 NP0007                          SUPERSEDED SURVEY CONTROL
 NP0007
 NP0007  NGVD 29 (??/??/92) 1087.640  (m)         3568.37   (f) ADJ UNCH    1 2
 NP0007
 NP0007.Superseded values are not recommended for survey control.
 NP0007
 NP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0007.See file dsdata.pdf to determine how the superseded data were derived.
 NP0007
 NP0007_MARKER: DB = BENCH MARK DISK
 NP0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0007_STAMPING: A 351 1957
 NP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0007+STABILITY: SURFACE MOTION
 NP0007
 NP0007  HISTORY     - Date     Condition        Report By
 NP0007  HISTORY     - 1957     MONUMENTED       CGS
 NP0007
 NP0007                          STATION DESCRIPTION
 NP0007
 NP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0007'5.7 MI NE FROM GORDON.
 NP0007'ABOUT 5.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0007'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., SECTION
 NP0007'13., 159 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING,
 NP0007'108 FEET NORTHEAST OF THE CENTER LINE OF A FIELD ROAD, 53 FEET
 NP0007'SOUTHEAST OF THE 6TH TELEPHONE POLE NORTHEAST OF MILEPOST 354, 96
 NP0007'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET NORTHWEST OF
 NP0007'THE SOUTH EAST RIGHT OF WAY FENCE, 1 1/2 FEET NORTHEAST OF A
 NP0007'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND IN
 NP0007'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0048 ***********************************************************************
 NP0048  DESIGNATION -  A 352
 NP0048  PID         -  NP0048
 NP0048  STATE/COUNTY-  NE/SHERIDAN
 NP0048  COUNTRY     -  US
 NP0048  USGS QUAD   -  RUSHVILLE (2017)
 NP0048
 NP0048                         *CURRENT SURVEY CONTROL
 NP0048  ______________________________________________________________________
 NP0048* NAD 83(1986) POSITION- 42 43 18.     (N) 102 27 48.     (W)   SCALED
 NP0048* NAVD 88 ORTHO HEIGHT -  1140.015 (meters)     3740.20  (feet) ADJUSTED
 NP0048  ______________________________________________________________________
 NP0048  GEOID HEIGHT    -        -18.162 (meters)                     GEOID18
 NP0048  DYNAMIC HEIGHT  -       1139.441 (meters)     3738.32  (feet) COMP
 NP0048  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 NP0048
 NP0048  VERT ORDER      -  FIRST     CLASS II
 NP0048
 NP0048.The horizontal coordinates were scaled from a map and have
 NP0048.an estimated accuracy of +/- 6 seconds.
 NP0048
 NP0048.The orthometric height was determined by differential leveling and
 NP0048.adjusted by the NATIONAL GEODETIC SURVEY
 NP0048.in June 1991.
 NP0048
 NP0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0048.GEOID18 height accuracy estimate available here.
 NP0048
 NP0048.Click photographs - Photos may exist for this station.
 NP0048
 NP0048.The dynamic height is computed by dividing the NAVD 88
 NP0048.geopotential number by the normal gravity value computed on the
 NP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0048.degrees latitude (g = 980.6199 gals.).
 NP0048
 NP0048.The modeled gravity was interpolated from observed gravity values.
 NP0048
 NP0048;                    North         East    Units  Estimated Accuracy
 NP0048;SPC NE       -   323,580.      298,280.      MT  (+/- 180 meters Scaled)
 NP0048
 NP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH076330(NAD 83)
 NP0048
 NP0048                          SUPERSEDED SURVEY CONTROL
 NP0048
 NP0048  NGVD 29 (??/??/92) 1139.491  (m)         3738.48   (f) ADJ UNCH    1 2
 NP0048
 NP0048.Superseded values are not recommended for survey control.
 NP0048
 NP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0048.See file dsdata.pdf to determine how the superseded data were derived.
 NP0048
 NP0048_MARKER: DB = BENCH MARK DISK
 NP0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0048_SP_SET: WATER TANK LEG FOUNDATION
 NP0048_STAMPING: A 352 1957
 NP0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0048
 NP0048  HISTORY     - Date     Condition        Report By
 NP0048  HISTORY     - 1957     MONUMENTED       CGS
 NP0048  HISTORY     - 1982     GOOD             LOCSUR
 NP0048  HISTORY     - 1985     GOOD             NGS
 NP0048
 NP0048                          STATION DESCRIPTION
 NP0048
 NP0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0048'AT RUSHVILLE.
 NP0048'AT RUSHVILLE, AT THE CITY WATER TANK, 115 FEET EAST OF THE
 NP0048'CENTER LINE OF STATE HIGHWAY 87, IN T. 32 N., R. 44 W., SECTION
 NP0048'27., SET IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 NP0048'CONCRETE FOUNDATION SUPPORTING THE SOUTHWEST LEG OF THE WATER
 NP0048'TANK WHICH PROJECTS 1 FOOT.
 NP0048
 NP0048                          STATION RECOVERY (1982)
 NP0048
 NP0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0048'RECOVERED IN GOOD CONDITION.
 NP0048
 NP0048                          STATION RECOVERY (1985)
 NP0048
 NP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0048'THE PASSING BY THE WATER TANK IS NO LONGER STATE HIGHWAY 87.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0310 ***********************************************************************
 NO0310  DESIGNATION -  A 353
 NO0310  PID         -  NO0310
 NO0310  STATE/COUNTY-  NE/CHERRY
 NO0310  COUNTRY     -  US
 NO0310  USGS QUAD   -  MERRIMAN (2017)
 NO0310
 NO0310                         *CURRENT SURVEY CONTROL
 NO0310  ______________________________________________________________________
 NO0310* NAD 83(1986) POSITION- 42 55 42.     (N) 101 38 24.     (W)   SCALED
 NO0310* NAVD 88 ORTHO HEIGHT -   982.838 (meters)     3224.53  (feet) ADJUSTED
 NO0310  ______________________________________________________________________
 NO0310  GEOID HEIGHT    -        -19.432 (meters)                     GEOID18
 NO0310  DYNAMIC HEIGHT  -        982.415 (meters)     3223.14  (feet) COMP
 NO0310  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 NO0310
 NO0310  VERT ORDER      -  FIRST     CLASS II
 NO0310
 NO0310.The horizontal coordinates were scaled from a map and have
 NO0310.an estimated accuracy of +/- 6 seconds.
 NO0310
 NO0310.The orthometric height was determined by differential leveling and
 NO0310.adjusted by the NATIONAL GEODETIC SURVEY
 NO0310.in June 1991.
 NO0310
 NO0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0310.GEOID18 height accuracy estimate available here.
 NO0310
 NO0310.Click photographs - Photos may exist for this station.
 NO0310
 NO0310.The dynamic height is computed by dividing the NAVD 88
 NO0310.geopotential number by the normal gravity value computed on the
 NO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0310.degrees latitude (g = 980.6199 gals.).
 NO0310
 NO0310.The modeled gravity was interpolated from observed gravity values.
 NO0310
 NO0310;                    North         East    Units  Estimated Accuracy
 NO0310;SPC NE       -   344,930.      366,130.      MT  (+/- 180 meters Scaled)
 NO0310
 NO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN845562(NAD 83)
 NO0310
 NO0310                          SUPERSEDED SURVEY CONTROL
 NO0310
 NO0310  NGVD 29 (??/??/92)  982.430  (m)         3223.19   (f) ADJ UNCH    1 2
 NO0310
 NO0310.Superseded values are not recommended for survey control.
 NO0310
 NO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0310.See file dsdata.pdf to determine how the superseded data were derived.
 NO0310
 NO0310_MARKER: DB = BENCH MARK DISK
 NO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0310_STAMPING: A 353 1957
 NO0310_MARK LOGO: CGS
 NO0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0310+STABILITY: SURFACE MOTION
 NO0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0310+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0310
 NO0310  HISTORY     - Date     Condition        Report By
 NO0310  HISTORY     - 1957     MONUMENTED       CGS
 NO0310  HISTORY     - 19991006 GOOD             NGS
 NO0310
 NO0310                          STATION DESCRIPTION
 NO0310
 NO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0310'3.2 MI E FROM MERRIMAN.
 NO0310'ABOUT 3.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0310'FROM THE STATION AT MERRIMAN, IN SECTION 14, T. 34 N., R. 37 W.,
 NO0310'23 FEET SOUTH-SOUTHEAST OF THE 3RD POLE EAST OF MILEPOST 329, 42
 NO0310'FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 62 FEET WEST AND ACROSS
 NO0310'A ROAD FROM A T FENCE CORNER, 36 FEET WEST OF THE NORTHWEST
 NO0310'CORNER OF A CATTLE GUARD, 49 FEET NORTHWEST OF THE WEST END OF A
 NO0310'36-INCH PIPE CULVERT THAT IS UNDER THE ROAD, 2 FEET NORTH OF A
 NO0310'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0310'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0310'PROJECTS 6 INCHES.
 NO0310
 NO0310                          STATION RECOVERY (1999)
 NO0310
 NO0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0310'5.1 KM (3.15 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0310'IN MERRIMAN, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD,
 NO0310'13.9 M (45.6 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 NO0310'REMOVED) , 10.7 M (35.1 FT) WEST OF THE ROAD CENTER, 3.1 M (10.2 FT)
 NO0310'NORTHEAST OF THE NORTH END OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 NO0310'OF THE ROAD, AND THE MONUMENT PROJECTS 0.6 M (2.0 FT) ABOVE THE GROUND
 NO0310'SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0491 ***********************************************************************
 NP0491  DESIGNATION -  A 354
 NP0491  PID         -  NP0491
 NP0491  STATE/COUNTY-  NE/SIOUX
 NP0491  COUNTRY     -  US
 NP0491  USGS QUAD   -  MONTROSE (2017)
 NP0491
 NP0491                         *CURRENT SURVEY CONTROL
 NP0491  ______________________________________________________________________
 NP0491* NAD 83(1986) POSITION- 42 59 59.     (N) 103 39 08.     (W)   SCALED
 NP0491* NAVD 88 ORTHO HEIGHT -  1091.541 (meters)     3581.16  (feet) ADJUSTED
 NP0491  ______________________________________________________________________
 NP0491  GEOID HEIGHT    -        -16.070 (meters)                     GEOID18
 NP0491  DYNAMIC HEIGHT  -       1091.036 (meters)     3579.51  (feet) COMP
 NP0491  MODELED GRAVITY -    980,120.4   (mgal)                       NAVD 88
 NP0491
 NP0491  VERT ORDER      -  FIRST     CLASS II
 NP0491
 NP0491.The horizontal coordinates were scaled from a map and have
 NP0491.an estimated accuracy of +/- 6 seconds.
 NP0491
 NP0491.The orthometric height was determined by differential leveling and
 NP0491.adjusted by the NATIONAL GEODETIC SURVEY
 NP0491.in June 1991.
 NP0491
 NP0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0491.GEOID18 height accuracy estimate available here.
 NP0491
 NP0491.Click photographs - Photos may exist for this station.
 NP0491
 NP0491.The dynamic height is computed by dividing the NAVD 88
 NP0491.geopotential number by the normal gravity value computed on the
 NP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0491.degrees latitude (g = 980.6199 gals.).
 NP0491
 NP0491.The modeled gravity was interpolated from observed gravity values.
 NP0491
 NP0491;                    North         East    Units  Estimated Accuracy
 NP0491;SPC NE       -   357,880.      202,280.      MT  (+/- 180 meters Scaled)
 NP0491
 NP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH098616(NAD 83)
 NP0491
 NP0491                          SUPERSEDED SURVEY CONTROL
 NP0491
 NP0491  NGVD 29 (??/??/92) 1090.984  (m)         3579.34   (f) ADJ UNCH    1 2
 NP0491
 NP0491.Superseded values are not recommended for survey control.
 NP0491
 NP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0491.See file dsdata.pdf to determine how the superseded data were derived.
 NP0491
 NP0491_MARKER: DB = BENCH MARK DISK
 NP0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0491_SP_SET: ABUTMENT
 NP0491_STAMPING: A 354 1957
 NP0491_MARK LOGO: CGS
 NP0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0491
 NP0491  HISTORY     - Date     Condition        Report By
 NP0491  HISTORY     - 1957     MONUMENTED       CGS
 NP0491  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0491
 NP0491                          STATION DESCRIPTION
 NP0491
 NP0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0491'25.9 MI NW FROM CRAWFORD.
 NP0491'ABOUT 25.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0491'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 8 POLES SOUTHEAST
 NP0491'OF MILEPOST 449, 0.1 MILE SOUTHEAST OF A ROAD CROSSING AND THE
 NP0491'NEBRASKA-SOUTH DAKOTA STATE LINE, 5 1/2 FEET SOUTHWEST OF THE
 NP0491'SOUTHWEST RAIL, 1 1/2 FEET LOWER THAN THE RAIL AND IN THE TOP
 NP0491'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE
 NP0491'448.83.
 NP0491
 NP0491                          STATION RECOVERY (1985)
 NP0491
 NP0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0491'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0532 ***********************************************************************
 NN0532  DESIGNATION -  A 36
 NN0532  PID         -  NN0532
 NN0532  STATE/COUNTY-  NE/KEYA PAHA
 NN0532  COUNTRY     -  US
 NN0532  USGS QUAD   -  SPRINGVIEW (2017)
 NN0532
 NN0532                         *CURRENT SURVEY CONTROL
 NN0532  ______________________________________________________________________
 NN0532* NAD 83(1986) POSITION- 42 47 43.     (N) 099 41 23.     (W)   SCALED
 NN0532* NAVD 88 ORTHO HEIGHT -   738.754 (meters)     2423.73  (feet) ADJUSTED
 NN0532  ______________________________________________________________________
 NN0532  GEOID HEIGHT    -        -23.614 (meters)                     GEOID18
 NN0532  DYNAMIC HEIGHT  -        738.460 (meters)     2422.76  (feet) COMP
 NN0532  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 NN0532
 NN0532  VERT ORDER      -  SECOND    CLASS 0
 NN0532
 NN0532.The horizontal coordinates were scaled from a map and have
 NN0532.an estimated accuracy of +/- 6 seconds.
 NN0532
 NN0532.The orthometric height was determined by differential leveling and
 NN0532.adjusted by the NATIONAL GEODETIC SURVEY
 NN0532.in June 1991.
 NN0532
 NN0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0532.GEOID18 height accuracy estimate available here.
 NN0532
 NN0532.Click photographs - Photos may exist for this station.
 NN0532
 NN0532.The dynamic height is computed by dividing the NAVD 88
 NN0532.geopotential number by the normal gravity value computed on the
 NN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0532.degrees latitude (g = 980.6199 gals.).
 NN0532
 NN0532.The modeled gravity was interpolated from observed gravity values.
 NN0532
 NN0532;                    North         East    Units  Estimated Accuracy
 NN0532;SPC NE       -   328,930.      525,380.      MT  (+/- 180 meters Scaled)
 NN0532
 NN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN435383(NAD 83)
 NN0532
 NN0532                          SUPERSEDED SURVEY CONTROL
 NN0532
 NN0532  NGVD 29 (??/??/92)  738.480  (m)         2422.83   (f) ADJ UNCH    2 0
 NN0532
 NN0532.Superseded values are not recommended for survey control.
 NN0532
 NN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0532.See file dsdata.pdf to determine how the superseded data were derived.
 NN0532
 NN0532_MARKER: DB = BENCH MARK DISK
 NN0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0532_STAMPING: A 36 1934
 NN0532_MARK LOGO: CGS
 NN0532_PROJECTION: PROJECTING 13 CENTIMETERS
 NN0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0532+STABILITY: SURFACE MOTION
 NN0532
 NN0532  HISTORY     - Date     Condition        Report By
 NN0532  HISTORY     - 1934     MONUMENTED       CGS
 NN0532
 NN0532                          STATION DESCRIPTION
 NN0532
 NN0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0532'5 MI S FROM SPRINGVIEW.
 NN0532'A-36 IS LOCATED 5 MILES SOUTH OF COURTHOUSE AT SPRINGVIEW, 44 FEET
 NN0532'SOUTH OF CENTERLINE OF U.S. HWY. 83, 26 FEET EAST OF CENTERLINE
 NN0532'OF A SECTION LINE ROAD RUNNING SOUTH OFF TO HIGHWAY, 10.3 FEET
 NN0532'SOUTH OF FENCE LINE, 1 FOOT WEST OF FENCE LINE.  STANDARD TABLET
 NN0532'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0512 ***********************************************************************
 LG0512  DESIGNATION -  A 363
 LG0512  PID         -  LG0512
 LG0512  STATE/COUNTY-  NE/SEWARD
 LG0512  COUNTRY     -  US
 LG0512  USGS QUAD   -  SEWARD (2017)
 LG0512
 LG0512                         *CURRENT SURVEY CONTROL
 LG0512  ______________________________________________________________________
 LG0512* NAD 83(1986) POSITION- 40 54 06.     (N) 097 07 13.     (W)   SCALED
 LG0512* NAVD 88 ORTHO HEIGHT -   439.151 (meters)     1440.78  (feet) ADJUSTED
 LG0512  ______________________________________________________________________
 LG0512  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 LG0512  DYNAMIC HEIGHT  -        438.921 (meters)     1440.03  (feet) COMP
 LG0512  MODELED GRAVITY -    980,085.7   (mgal)                       NAVD 88
 LG0512
 LG0512  VERT ORDER      -  SECOND    CLASS 0
 LG0512
 LG0512.The horizontal coordinates were scaled from a map and have
 LG0512.an estimated accuracy of +/- 6 seconds.
 LG0512
 LG0512.The orthometric height was determined by differential leveling and
 LG0512.adjusted by the NATIONAL GEODETIC SURVEY
 LG0512.in June 1991.
 LG0512
 LG0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0512.GEOID18 height accuracy estimate available here.
 LG0512
 LG0512.Click photographs - Photos may exist for this station.
 LG0512
 LG0512.The dynamic height is computed by dividing the NAVD 88
 LG0512.geopotential number by the normal gravity value computed on the
 LG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0512.degrees latitude (g = 980.6199 gals.).
 LG0512
 LG0512.The modeled gravity was interpolated from observed gravity values.
 LG0512
 LG0512;                    North         East    Units  Estimated Accuracy
 LG0512;SPC NE       -   122,650.      742,530.      MT  (+/- 180 meters Scaled)
 LG0512
 LG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL583295(NAD 83)
 LG0512
 LG0512                          SUPERSEDED SURVEY CONTROL
 LG0512
 LG0512  NGVD 29 (??/??/92)  438.973  (m)         1440.20   (f) ADJ UNCH    2 0
 LG0512
 LG0512.Superseded values are not recommended for survey control.
 LG0512
 LG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0512.See file dsdata.pdf to determine how the superseded data were derived.
 LG0512
 LG0512_MARKER: DB = BENCH MARK DISK
 LG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0512_STAMPING: A 363 1961
 LG0512_MARK LOGO: CGS
 LG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0512+STABILITY: SURFACE MOTION
 LG0512
 LG0512  HISTORY     - Date     Condition        Report By
 LG0512  HISTORY     - 1961     MONUMENTED       CGS
 LG0512  HISTORY     - 1975     GOOD             NGS
 LG0512  HISTORY     - 20160706 MARK NOT FOUND   NEGS
 LG0512
 LG0512                          STATION DESCRIPTION
 LG0512
 LG0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0512'1.2 MI NW FROM SEWARD.
 LG0512'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0512'FROM THE STATION AT SEWARD, THENCE 0.7 MILE WEST ALONG U.S.
 LG0512'HIGHWAY 34 AND STATE HIGHWAY 2, 80.2 FEET NORTHEAST OF BRIDGE
 LG0512'2379, 44.2 NORTH OF THE CENTER LINE OF HIGHWAYS, 35.7 FEET
 LG0512'EAST OF CENTER OF A GRAVEL ROAD, 2.1 FEET SOUTHEAST OF A POWER
 LG0512'POLE WITH ONE GUY WIRE, 1.7 FEET WEST OF A METAL WITNESS POST
 LG0512'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 LG0512'INCHES ABOVE GROUND AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LG0512
 LG0512                          STATION RECOVERY (1975)
 LG0512
 LG0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0512'RECOVERED IN GOOD CONDITION.
 LG0512
 LG0512                          STATION RECOVERY (2016)
 LG0512
 LG0512'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG0512'MARK NOT FOUND - TIES GONE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0059 ***********************************************************************
 LG0059  DESIGNATION -  A 364
 LG0059  PID         -  LG0059
 LG0059  STATE/COUNTY-  NE/CASS
 LG0059  COUNTRY     -  US
 LG0059  USGS QUAD   -  ELMWOOD (2017)
 LG0059
 LG0059                         *CURRENT SURVEY CONTROL
 LG0059  ______________________________________________________________________
 LG0059* NAD 83(1986) POSITION- 40 48 44.2    (N) 096 18 46.1    (W)   HD_HELD2
 LG0059* NAVD 88 ORTHO HEIGHT -   387.797 (meters)     1272.30  (feet) ADJUSTED
 LG0059  ______________________________________________________________________
 LG0059  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 LG0059  DYNAMIC HEIGHT  -        387.632 (meters)     1271.76  (feet) COMP
 LG0059  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 LG0059
 LG0059  VERT ORDER      -  SECOND    CLASS 0
 LG0059
 LG0059.The horizontal coordinates were established by autonomous hand held GPS
 LG0059.observations and have an estimated accuracy of +/- 10 meters.
 LG0059
 LG0059.The orthometric height was determined by differential leveling and
 LG0059.adjusted by the NATIONAL GEODETIC SURVEY
 LG0059.in June 1991.
 LG0059
 LG0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0059.GEOID18 height accuracy estimate available here.
 LG0059
 LG0059.Click photographs - Photos may exist for this station.
 LG0059
 LG0059.The dynamic height is computed by dividing the NAVD 88
 LG0059.geopotential number by the normal gravity value computed on the
 LG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0059.degrees latitude (g = 980.6199 gals.).
 LG0059
 LG0059.The modeled gravity was interpolated from observed gravity values.
 LG0059
 LG0059;                    North         East    Units  Estimated Accuracy
 LG0059;SPC NE       -   115,321.      810,923.      MT  (+/- 10 meters HH2 GPS)
 LG0059
 LG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2664921393(NAD 83)
 LG0059
 LG0059                          SUPERSEDED SURVEY CONTROL
 LG0059
 LG0059  NGVD 29 (??/??/92)  387.703  (m)         1271.99   (f) ADJ UNCH    2 0
 LG0059
 LG0059.Superseded values are not recommended for survey control.
 LG0059
 LG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0059.See file dsdata.pdf to determine how the superseded data were derived.
 LG0059
 LG0059_MARKER: DB = BENCH MARK DISK
 LG0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0059_STAMPING: A 364 1961
 LG0059_MARK LOGO: CGS
 LG0059_PROJECTION: FLUSH
 LG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0059+STABILITY: SURFACE MOTION
 LG0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0059+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 LG0059
 LG0059  HISTORY     - Date     Condition        Report By
 LG0059  HISTORY     - 1961     MONUMENTED       CGS
 LG0059  HISTORY     - 1964     GOOD             CGS
 LG0059  HISTORY     - 20200805 GOOD             NEGS
 LG0059
 LG0059                          STATION DESCRIPTION
 LG0059
 LG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0059'6 MI E FROM EAGLE.
 LG0059'0.15 MILE SOUTH ALONG THE DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0059'EAGLE, THENCE 6.1 MILES EAST ALONG U.S. HIGHWAY 34, 104 FEET
 LG0059'SOUTHWEST OF A ROAD CROSSING, 32.4 FEET EAST OF THE NORTHEAST
 LG0059'CORNER OF A FARM HOUSE, 34 FEET WEST OF THE CENTER OF A DIRT
 LG0059'ROAD, 15 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1 FOOT
 LG0059'SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET EAST OF A BOARD FENCE,
 LG0059'1 FOOT LOWER THAN THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE
 LG0059'POST FLUSH WITH THE GROUND.
 LG0059
 LG0059                          STATION RECOVERY (1964)
 LG0059
 LG0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0059'RECOVERED IN GOOD CONDITION.
 LG0059
 LG0059                          STATION RECOVERY (2020)
 LG0059
 LG0059'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0059'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 1 AND D STREET IN
 LG0059'ELMWOOD, NE., GO SOUTH ON NE. HIGHWAY 1 FOR 2 MI (3.2 KM) TO THE
 LG0059'INTERSECTION OF NE. HIGHWAY 1 AND U.S. HIGHWAY 34.  TURN RIGHT (WEST)
 LG0059'ON U.S. HIGHWAY 34 AND GO 1.0 MI (1.6 KM) TO THE INTERSECTION OF U.S.
 LG0059'HIGHWAY 34 AND CO. ROAD SOUTH 286TH STREET.
 LG0059'
 LG0059'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION, 2.65
 LG0059'FT (0.8 M) NORTHWEST FROM THE BOTTOM OF A WITNESS POST.  TREES IN A
 LG0059'FENCE LINE WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0424 ***********************************************************************
 LG0424  DESIGNATION -  A 366
 LG0424  PID         -  LG0424
 LG0424  STATE/COUNTY-  NE/SALINE
 LG0424  COUNTRY     -  US
 LG0424  USGS QUAD   -  DORCHESTER NW (2017)
 LG0424
 LG0424                         *CURRENT SURVEY CONTROL
 LG0424  ______________________________________________________________________
 LG0424* NAD 83(1986) POSITION- 40 39 03.0    (N) 097 08 25.8    (W)   HD_HELD2
 LG0424* NAVD 88 ORTHO HEIGHT -   453.778 (meters)     1488.77  (feet) ADJUSTED
 LG0424  ______________________________________________________________________
 LG0424  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 LG0424  DYNAMIC HEIGHT  -        453.525 (meters)     1487.94  (feet) COMP
 LG0424  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 LG0424
 LG0424  VERT ORDER      -  FIRST     CLASS II
 LG0424
 LG0424.The horizontal coordinates were established by autonomous hand held GPS
 LG0424.observations and have an estimated accuracy of +/- 10 meters.
 LG0424
 LG0424.The orthometric height was determined by differential leveling and
 LG0424.adjusted by the NATIONAL GEODETIC SURVEY
 LG0424.in May 1993.
 LG0424
 LG0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0424.GEOID18 height accuracy estimate available here.
 LG0424
 LG0424.Click photographs - Photos may exist for this station.
 LG0424
 LG0424.The dynamic height is computed by dividing the NAVD 88
 LG0424.geopotential number by the normal gravity value computed on the
 LG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0424.degrees latitude (g = 980.6199 gals.).
 LG0424
 LG0424.The modeled gravity was interpolated from observed gravity values.
 LG0424
 LG0424;                    North         East    Units  Estimated Accuracy
 LG0424;SPC NE       -    94,764.      741,750.      MT  (+/- 10 meters HH2 GPS)
 LG0424
 LG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5721301659(NAD 83)
 LG0424
 LG0424                          SUPERSEDED SURVEY CONTROL
 LG0424
 LG0424  NAVD 88 (06/15/91)  453.794  (m)         1488.82   (f) SUPERSEDED  1 2
 LG0424  NGVD 29 (??/??/92)  453.632  (m)         1488.29   (f) ADJ UNCH    1 2
 LG0424
 LG0424.Superseded values are not recommended for survey control.
 LG0424
 LG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0424.See file dsdata.pdf to determine how the superseded data were derived.
 LG0424
 LG0424_MARKER: DB = BENCH MARK DISK
 LG0424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0424_SP_SET: HEADWALL
 LG0424_STAMPING: A 366 1961
 LG0424_MARK LOGO: CGS
 LG0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0424+STABILITY: SURFACE MOTION
 LG0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0424+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0424
 LG0424  HISTORY     - Date     Condition        Report By
 LG0424  HISTORY     - 1961     MONUMENTED       CGS
 LG0424  HISTORY     - 19911008 GOOD             NGS
 LG0424
 LG0424                          STATION DESCRIPTION
 LG0424
 LG0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0424'1.4 MI W FROM DORCHESTER.
 LG0424'1.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0424'FROM THE STATION AT DORCHESTER, 130 FEET NORTH OF THE CENTER
 LG0424'LINE OF STATE HIGHWAY 33, 94 FEET EAST OF A ROAD CROSSING, 4
 LG0424'FEET LOWER THAN THE RAILROAD, SET IN THE CONCRETE IN THE
 LG0424'SOUTHWEST END OF A RAILROAD BRIDGE, 9 INCHES EAST OF THE WEST
 LG0424'END, 7 INCHES NORTH OF THE SOUTH END.
 LG0424
 LG0424                          STATION RECOVERY (1991)
 LG0424
 LG0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0424'15.9 KM (9.85 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0424'IN CRETE, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST CONCRETE
 LG0424'HEADWALL OF A BURLINGTON NORTHERN RAILROAD BRIDGE SPANNING SQUAW
 LG0424'CREEK, 39.6 M (129.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.7 M
 LG0424'(94.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 4.0 M (13.1 FT)
 LG0424'SOUTH OF THE NEAR RAIL, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 LG0424'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0005 ***********************************************************************
 NN0005  DESIGNATION -  A 37
 NN0005  PID         -  NN0005
 NN0005  STATE/COUNTY-  NE/BOYD
 NN0005  COUNTRY     -  US
 NN0005  USGS QUAD   -  LYNCH (2017)
 NN0005
 NN0005                         *CURRENT SURVEY CONTROL
 NN0005  ______________________________________________________________________
 NN0005* NAD 83(1986) POSITION- 42 49 42.     (N) 098 27 58.     (W)   SCALED
 NN0005* NAVD 88 ORTHO HEIGHT -   425.931 (meters)     1397.41  (feet) POSTED
 NN0005  ______________________________________________________________________
 NN0005  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 NN0005  DYNAMIC HEIGHT  -        425.78  (meters)     1396.9   (feet) COMP
 NN0005  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 NN0005
 NN0005  VERT ORDER      -  * POSTED, SEE BELOW
 NN0005
 NN0005.The horizontal coordinates were scaled from a map and have
 NN0005.an estimated accuracy of +/- 6 seconds.
 NN0005
 NN0005.The orthometric height was determined by differential leveling
 NN0005.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0005
 NN0005.* This is a POSTED BENCH MARK height.
 NN0005
 NN0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0005.GEOID18 height accuracy estimate available here.
 NN0005
 NN0005.Click photographs - Photos may exist for this station.
 NN0005
 NN0005.The dynamic height is computed by dividing the NAVD 88
 NN0005.geopotential number by the normal gravity value computed on the
 NN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0005.degrees latitude (g = 980.6199 gals.).
 NN0005
 NN0005.The modeled gravity was interpolated from observed gravity values.
 NN0005
 NN0005;                    North         East    Units  Estimated Accuracy
 NN0005;SPC NE       -   333,660.      625,410.      MT  (+/- 180 meters Scaled)
 NN0005
 NN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN436418(NAD 83)
 NN0005
 NN0005                          SUPERSEDED SURVEY CONTROL
 NN0005
 NN0005  NGVD 29 (??/??/92)  425.663  (m)         1396.53   (f) ADJ UNCH    2 0
 NN0005
 NN0005.Superseded values are not recommended for survey control.
 NN0005
 NN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0005.See file dsdata.pdf to determine how the superseded data were derived.
 NN0005
 NN0005_MARKER: DB = BENCH MARK DISK
 NN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0005_STAMPING: A 37 1934
 NN0005_MARK LOGO: CGS
 NN0005_PROJECTION: FLUSH
 NN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0005+STABILITY: SURFACE MOTION
 NN0005
 NN0005  HISTORY     - Date     Condition        Report By
 NN0005  HISTORY     - 1934     MONUMENTED       CGS
 NN0005  HISTORY     - 1949     GOOD             CGS
 NN0005
 NN0005                          STATION DESCRIPTION
 NN0005
 NN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0005'AT LYNCH.
 NN0005'AT LYNCH, 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN
 NN0005'RAILWAY FROM THE STATION, 263 FEET EAST OF THE CENTER LINE OF A
 NN0005'PUBLIC ROAD CROSSING, 42.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 NN0005'TRACK, 27.0 FEET EAST OF A CORNER FENCE POST, 2.2 FEET SOUTH
 NN0005'OF A FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN THE
 NN0005'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1296 ***********************************************************************
 NM1296  DESIGNATION -  A 38
 NM1296  PID         -  NM1296
 NM1296  STATE/COUNTY-  NE/KNOX
 NM1296  COUNTRY     -  US
 NM1296  USGS QUAD   -  CREIGHTON (2017)
 NM1296
 NM1296                         *CURRENT SURVEY CONTROL
 NM1296  ______________________________________________________________________
 NM1296* NAD 83(1986) POSITION- 42 28 00.     (N) 097 53 54.     (W)   SCALED
 NM1296* NAVD 88 ORTHO HEIGHT -   486.376 (meters)     1595.72  (feet) ADJUSTED
 NM1296  ______________________________________________________________________
 NM1296  GEOID HEIGHT    -        -25.279 (meters)                     GEOID18
 NM1296  DYNAMIC HEIGHT  -        486.200 (meters)     1595.14  (feet) COMP
 NM1296  MODELED GRAVITY -    980,243.1   (mgal)                       NAVD 88
 NM1296
 NM1296  VERT ORDER      -  SECOND    CLASS 0
 NM1296
 NM1296.The horizontal coordinates were scaled from a map and have
 NM1296.an estimated accuracy of +/- 6 seconds.
 NM1296
 NM1296.The orthometric height was determined by differential leveling and
 NM1296.adjusted by the NATIONAL GEODETIC SURVEY
 NM1296.in June 1991.
 NM1296
 NM1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1296.GEOID18 height accuracy estimate available here.
 NM1296
 NM1296.Click photographs - Photos may exist for this station.
 NM1296
 NM1296.The dynamic height is computed by dividing the NAVD 88
 NM1296.geopotential number by the normal gravity value computed on the
 NM1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1296.degrees latitude (g = 980.6199 gals.).
 NM1296
 NM1296.The modeled gravity was interpolated from observed gravity values.
 NM1296
 NM1296;                    North         East    Units  Estimated Accuracy
 NM1296;SPC NE       -   294,480.      672,800.      MT  (+/- 180 meters Scaled)
 NM1296
 NM1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN905021(NAD 83)
 NM1296
 NM1296                          SUPERSEDED SURVEY CONTROL
 NM1296
 NM1296  NGVD 29 (??/??/92)  486.179  (m)         1595.07   (f) ADJ UNCH    2 0
 NM1296
 NM1296.Superseded values are not recommended for survey control.
 NM1296
 NM1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1296.See file dsdata.pdf to determine how the superseded data were derived.
 NM1296
 NM1296_MARKER: DB = BENCH MARK DISK
 NM1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1296_STAMPING: A-38--1934
 NM1296_MARK LOGO: CGS
 NM1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1296+STABILITY: SURFACE MOTION
 NM1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1296+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 NM1296
 NM1296  HISTORY     - Date     Condition        Report By
 NM1296  HISTORY     - 1934     MONUMENTED       CGS
 NM1296  HISTORY     - 20201022 GOOD             NEGS
 NM1296
 NM1296                          STATION DESCRIPTION
 NM1296
 NM1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1296'AT CREIGHTON.
 NM1296'LOCATED AT CREIGHTON, 88.1 FEET SOUTHEAST OF SOUTHEAST CORNER
 NM1296'OF CHICAGO AND NORTH WESTERN RWY. STATION, 52 FEET NORTH OF
 NM1296'CENTERLINE OF ROAD CROSSING TRACK, 51.4 FEET EAST OF EAST RAIL
 NM1296'OF MAIN TRACK, 2.3 FEET NORTHWEST OF CORNER FENCE POST.  STANDARD
 NM1296'TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 NM1296
 NM1296                          STATION RECOVERY (2020)
 NM1296
 NM1296'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1296'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 20 AND NE. SPUR 2B,
 NM1296'NORTH OF BRUNSWICK, NE., GO SOUTH ON NE. SPUR 2B FOR 1.0 MI (1.6 KM)
 NM1296'TO THE INTERSECTION OF NE. SPUR 2B (FRANKLIN ST.) AND 863RD ROAD (4TH
 NM1296'STREET).  TURN RIGHT (WEST) AND GO 1.0 MI (1.6 KM) TO THE INTERSECTION
 NM1296'OF 863RD ROAD AND 526TH AVENUE, TO THE MARK LOCATED IN THE SOUTHWEST
 NM1296'CORNER OF THE INTERSECTION.  THE MARK IS 0.7 FT (21 CM) EAST OF NOAA
 NM1296'WITNESS POST, 20.77 FT (6.3 M) EAST OF A NAIL IN A DISK IN THE TOP OF
 NM1296'A FENCE POST, 12.78 FT (3.9 M) WEST OF A NAIL IN A DISK IN THE TOP OF
 NM1296'A FENCE POST, 28.60 FT (8.7 M) WEST OF NAIL IN A DISK IN THE TOP OF A
 NM1296'FENCE POST, 67.05 FT (20.4 M) SOUTH OF NAIL IN A DISK IN THE TOP OF A
 NM1296'FENCE POST NORTH OF THE CENTERLINE AND 33.0 FT (10.1 M) SOUTH OF THE
 NM1296'CENTERLINE OF 863RD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1431 ***********************************************************************
 NM1431  DESIGNATION -  A 39
 NM1431  PID         -  NM1431
 NM1431  STATE/COUNTY-  NE/KNOX
 NM1431  COUNTRY     -  US
 NM1431  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM1431
 NM1431                         *CURRENT SURVEY CONTROL
 NM1431  ______________________________________________________________________
 NM1431* NAD 83(1986) POSITION- 42 32 25.     (N) 097 31 27.     (W)   SCALED
 NM1431* NAVD 88 ORTHO HEIGHT -   559.068 (meters)     1834.21  (feet) ADJUSTED
 NM1431  ______________________________________________________________________
 NM1431  GEOID HEIGHT    -        -25.449 (meters)                     GEOID18
 NM1431  DYNAMIC HEIGHT  -        558.860 (meters)     1833.53  (feet) COMP
 NM1431  MODELED GRAVITY -    980,231.8   (mgal)                       NAVD 88
 NM1431
 NM1431  VERT ORDER      -  SECOND    CLASS 0
 NM1431
 NM1431.The horizontal coordinates were scaled from a map and have
 NM1431.an estimated accuracy of +/- 6 seconds.
 NM1431
 NM1431.The orthometric height was determined by differential leveling and
 NM1431.adjusted by the NATIONAL GEODETIC SURVEY
 NM1431.in June 1991.
 NM1431
 NM1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1431.GEOID18 height accuracy estimate available here.
 NM1431
 NM1431.Click photographs - Photos may exist for this station.
 NM1431
 NM1431.The dynamic height is computed by dividing the NAVD 88
 NM1431.geopotential number by the normal gravity value computed on the
 NM1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1431.degrees latitude (g = 980.6199 gals.).
 NM1431
 NM1431.The modeled gravity was interpolated from observed gravity values.
 NM1431
 NM1431;                    North         East    Units  Estimated Accuracy
 NM1431;SPC NE       -   303,470.      703,320.      MT  (+/- 180 meters Scaled)
 NM1431
 NM1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN211108(NAD 83)
 NM1431
 NM1431                          SUPERSEDED SURVEY CONTROL
 NM1431
 NM1431  NGVD 29 (??/??/92)  558.848  (m)         1833.49   (f) ADJ UNCH    2 0
 NM1431
 NM1431.Superseded values are not recommended for survey control.
 NM1431
 NM1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1431.See file dsdata.pdf to determine how the superseded data were derived.
 NM1431
 NM1431_MARKER: DB = BENCH MARK DISK
 NM1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1431_STAMPING: A 39 1934
 NM1431_MARK LOGO: CGS
 NM1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1431+STABILITY: SURFACE MOTION
 NM1431
 NM1431  HISTORY     - Date     Condition        Report By
 NM1431  HISTORY     - 1934     MONUMENTED       CGS
 NM1431  HISTORY     - 1977     GOOD             LOCSUR
 NM1431
 NM1431                          STATION DESCRIPTION
 NM1431
 NM1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1431'3.5 MI N FROM WAUSA.
 NM1431'3.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 115 FEET NORTH OF
 NM1431'CENTERLINE OF SECTION ROAD, 28 FEET EAST OF CENTERLINE OF HIGHWAY,
 NM1431'2 FEET WEST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1431'POST 5 INCHES HIGH, STAMPED A 39 1934.
 NM1431
 NM1431                          STATION RECOVERY (1977)
 NM1431
 NM1431'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0231 ***********************************************************************
 NP0231  DESIGNATION -  A 4
 NP0231  PID         -  NP0231
 NP0231  STATE/COUNTY-  NE/DAWES
 NP0231  COUNTRY     -  US
 NP0231  USGS QUAD   -  CHADRON WEST (2017)
 NP0231
 NP0231                         *CURRENT SURVEY CONTROL
 NP0231  ______________________________________________________________________
 NP0231* NAD 83(1986) POSITION- 42 49 57.     (N) 103 00 00.     (W)   SCALED
 NP0231* NAVD 88 ORTHO HEIGHT -  1027.480 (meters)     3370.99  (feet) ADJUSTED
 NP0231  ______________________________________________________________________
 NP0231  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 NP0231  DYNAMIC HEIGHT  -       1026.972 (meters)     3369.32  (feet) COMP
 NP0231  MODELED GRAVITY -    980,092.2   (mgal)                       NAVD 88
 NP0231
 NP0231  VERT ORDER      -  FIRST     CLASS II
 NP0231
 NP0231.The horizontal coordinates were scaled from a map and have
 NP0231.an estimated accuracy of +/- 6 seconds.
 NP0231
 NP0231.The orthometric height was determined by differential leveling and
 NP0231.adjusted by the NATIONAL GEODETIC SURVEY
 NP0231.in June 1991.
 NP0231
 NP0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0231.GEOID18 height accuracy estimate available here.
 NP0231
 NP0231.Click photographs - Photos may exist for this station.
 NP0231
 NP0231.The dynamic height is computed by dividing the NAVD 88
 NP0231.geopotential number by the normal gravity value computed on the
 NP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0231.degrees latitude (g = 980.6199 gals.).
 NP0231
 NP0231.The modeled gravity was interpolated from observed gravity values.
 NP0231
 NP0231;                    North         East    Units  Estimated Accuracy
 NP0231;SPC NE       -   337,270.      254,780.      MT  (+/- 180 meters Scaled)
 NP0231
 NP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH634441(NAD 83)
 NP0231
 NP0231                          SUPERSEDED SURVEY CONTROL
 NP0231
 NP0231  NGVD 29 (??/??/92) 1026.939  (m)         3369.22   (f) ADJ UNCH    1 2
 NP0231
 NP0231.Superseded values are not recommended for survey control.
 NP0231
 NP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0231.See file dsdata.pdf to determine how the superseded data were derived.
 NP0231
 NP0231_MARKER: H = DRILL HOLE
 NP0231_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0231_MARK LOGO: NONE
 NP0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0231
 NP0231  HISTORY     - Date     Condition        Report By
 NP0231  HISTORY     - 1901     MONUMENTED       CGS
 NP0231  HISTORY     - 1957     GOOD             CGS
 NP0231  HISTORY     - 1974     GOOD             LOCENG
 NP0231  HISTORY     - 19971218 GOOD             LOCSUR
 NP0231
 NP0231                          STATION DESCRIPTION
 NP0231
 NP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0231'AT CHADRON.
 NP0231'AT CHADRON, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, JUST WEST
 NP0231'OF THE STATION AND NEAR THE WEST END OF THE RAILROAD PARK, 167
 NP0231'FEET WEST OF THE NORTHWEST CORNER OF THE RAILWAY EXPRESS AGENCY
 NP0231'BUILDING, 32 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 75
 NP0231'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF MAIN STREET AND THE
 NP0231'MAIN TRACK, 62 FEET EAST OF THE CENTERLINE OF MAIN STREET, 92 FEET
 NP0231'NORTH OF THE CENTER LINE OF FIRST STREET, 2 FEET EAST OF A 16-INCH
 NP0231'ELM TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NP0231'LEVEL WITH THE TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 NP0231'POST, ABOUT LEVEL WITH THE TRACK, THE BOTTOM OF A SQUARE HOLE IN
 NP0231'THE TOP OF A STONE POST AND SURROUNDED BY THE LETTERS USBM.  FLUSH
 NP0231'WITH THE GROUND.
 NP0231
 NP0231                          STATION RECOVERY (1974)
 NP0231
 NP0231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0231'RECOVERED IN GOOD CONDITION.
 NP0231
 NP0231                          STATION RECOVERY (1997)
 NP0231
 NP0231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0231'AT CHADRON ALONG THE DAKOTA, MINNESOTA AND EASTERN RAILROAD (FORMER
 NP0231'KNOWN AS THE CHICAGO AND NORTH WESTERN RAILROAD) JUST EAST OF MAIN
 NP0231'STREET, 49.25 FEET (15.01 M) SOUTHWEST OF SOUTH RAIL OF RAILROAD,
 NP0231'36.75 FEET (11.20 M) SOUTHEAST FROM CORNER OF A CHAINLINK FENCE, 62.5
 NP0231'FEET (19.1 M) EASWT FROM THE CENTERLINE OF MAIN STREET, 5.8 FEET (1.8
 NP0231'M) SOUTHWEST FROM CHAINLINK FENCE, 15.3 FEET (4.7 M) NORTHWEST FROM A
 NP0231'GALVANIZED PIPE FOR TEETER-TOTTER, THE BOTTOM OF A 1 1/4 INCH SQUARE
 NP0231'HOLE IN THE CENTER OF A 6 INCH SQUARE LIMESTONE POST SURROUNDED BY THE
 NP0231'LETTERS USBM.  MONUMENT FALLS WITHIN AN OLD RAILROAD PARK NEAR A
 NP0231'BURIED TREE STUMP.  VERIFICATION OF ELEVATION SHOULD BE CHECKED BEFORE
 NP0231'USING DUE TO PRESENCE OF THE TREE STUMP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1122 ***********************************************************************
 NM1122  DESIGNATION -  A 40
 NM1122  PID         -  NM1122
 NM1122  STATE/COUNTY-  NE/CEDAR
 NM1122  COUNTRY     -  US
 NM1122  USGS QUAD   -  FORDYCE (2017)
 NM1122
 NM1122                         *CURRENT SURVEY CONTROL
 NM1122  ______________________________________________________________________
 NM1122* NAD 83(1986) POSITION- 42 38 27.     (N) 097 17 18.     (W)   SCALED
 NM1122* NAVD 88 ORTHO HEIGHT -   424.849 (meters)     1393.86  (feet) ADJUSTED
 NM1122  ______________________________________________________________________
 NM1122  GEOID HEIGHT    -        -25.523 (meters)                     GEOID18
 NM1122  DYNAMIC HEIGHT  -        424.706 (meters)     1393.39  (feet) COMP
 NM1122  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 NM1122
 NM1122  VERT ORDER      -  SECOND    CLASS 0
 NM1122
 NM1122.The horizontal coordinates were scaled from a map and have
 NM1122.an estimated accuracy of +/- 6 seconds.
 NM1122
 NM1122.The orthometric height was determined by differential leveling and
 NM1122.adjusted by the NATIONAL GEODETIC SURVEY
 NM1122.in June 1991.
 NM1122
 NM1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1122.GEOID18 height accuracy estimate available here.
 NM1122
 NM1122.Click photographs - Photos may exist for this station.
 NM1122
 NM1122.The dynamic height is computed by dividing the NAVD 88
 NM1122.geopotential number by the normal gravity value computed on the
 NM1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1122.degrees latitude (g = 980.6199 gals.).
 NM1122
 NM1122.The modeled gravity was interpolated from observed gravity values.
 NM1122
 NM1122;                    North         East    Units  Estimated Accuracy
 NM1122;SPC NE       -   315,210.      722,330.      MT  (+/- 180 meters Scaled)
 NM1122
 NM1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN403223(NAD 83)
 NM1122
 NM1122                          SUPERSEDED SURVEY CONTROL
 NM1122
 NM1122  NGVD 29 (??/??/92)  424.644  (m)         1393.19   (f) ADJ UNCH    2 0
 NM1122
 NM1122.Superseded values are not recommended for survey control.
 NM1122
 NM1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1122.See file dsdata.pdf to determine how the superseded data were derived.
 NM1122
 NM1122_MARKER: DB = BENCH MARK DISK
 NM1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1122_STAMPING: A 40 1934
 NM1122_MARK LOGO: CGS
 NM1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1122+STABILITY: SURFACE MOTION
 NM1122
 NM1122  HISTORY     - Date     Condition        Report By
 NM1122  HISTORY     - 1934     MONUMENTED       CGS
 NM1122  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1122
 NM1122                          STATION DESCRIPTION
 NM1122
 NM1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1122'1.7 MI N FROM HARTINGTON.
 NM1122'IS LOCATED 1.7 MILES NORTH OF STATION ALONG C.ST. P.M. AND O.
 NM1122'RWY. AT HARTINGTON, 65 YARDS EAST OF INTERSECTION OF SECTION
 NM1122'ROAD AND RAILROAD, 46.5 FEET EAST OF EAST RAIL OF TRACKS,
 NM1122'1.4 FEET WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 NM1122'CONCRETE POST 7 INCHES HIGH.
 NM1122
 NM1122                          STATION RECOVERY (1967)
 NM1122
 NM1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0543 ***********************************************************************
 NP0543  DESIGNATION -  A 416
 NP0543  PID         -  NP0543
 NP0543  STATE/COUNTY-  NE/DAWES
 NP0543  COUNTRY     -  US
 NP0543  USGS QUAD   -  CRAWFORD (2017)
 NP0543
 NP0543                         *CURRENT SURVEY CONTROL
 NP0543  ______________________________________________________________________
 NP0543* NAD 83(1986) POSITION- 42 40 50.6    (N) 103 24 24.7    (W)   HD_HELD2
 NP0543* NAVD 88 ORTHO HEIGHT -  1146.162 (meters)     3760.37  (feet) ADJUSTED
 NP0543  ______________________________________________________________________
 NP0543  GEOID HEIGHT    -        -17.576 (meters)                     GEOID18
 NP0543  DYNAMIC HEIGHT  -       1145.546 (meters)     3758.35  (feet) COMP
 NP0543  MODELED GRAVITY -    980,044.8   (mgal)                       NAVD 88
 NP0543
 NP0543  VERT ORDER      -  FIRST     CLASS II
 NP0543
 NP0543.The horizontal coordinates were established by autonomous hand held GPS
 NP0543.observations and have an estimated accuracy of +/- 10 meters.
 NP0543
 NP0543.The orthometric height was determined by differential leveling and
 NP0543.adjusted by the NATIONAL GEODETIC SURVEY
 NP0543.in July 2002.
 NP0543
 NP0543.No vertical observational check was made to the station.
 NP0543
 NP0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0543.GEOID18 height accuracy estimate available here.
 NP0543
 NP0543.Click photographs - Photos may exist for this station.
 NP0543
 NP0543.The dynamic height is computed by dividing the NAVD 88
 NP0543.geopotential number by the normal gravity value computed on the
 NP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0543.degrees latitude (g = 980.6199 gals.).
 NP0543
 NP0543.The modeled gravity was interpolated from observed gravity values.
 NP0543
 NP0543;                    North         East    Units  Estimated Accuracy
 NP0543;SPC NE       -   321,655.      220,876.      MT  (+/- 10 meters HH2 GPS)
 NP0543
 NP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3052526590(NAD 83)
 NP0543
 NP0543                          SUPERSEDED SURVEY CONTROL
 NP0543
 NP0543  NAVD 88 (06/15/91) 1146.156  (m)         3760.35   (f) SUPERSEDED  1 2
 NP0543
 NP0543.Superseded values are not recommended for survey control.
 NP0543
 NP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0543.See file dsdata.pdf to determine how the superseded data were derived.
 NP0543
 NP0543_MARKER: DV = VERTICAL CONTROL DISK
 NP0543_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0543_SP_SET: BUILDING
 NP0543_STAMPING: A 416 1985
 NP0543_MARK LOGO: NGS
 NP0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0543+STABILITY: POSITION/ELEVATION WELL
 NP0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0543+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 NP0543
 NP0543  HISTORY     - Date     Condition        Report By
 NP0543  HISTORY     - 1985     MONUMENTED       NGS
 NP0543  HISTORY     - 19991006 GOOD             NGS
 NP0543  HISTORY     - 20071025 GOOD             GEOCAC
 NP0543  HISTORY     - 20180719 GOOD             NGS
 NP0543
 NP0543                          STATION DESCRIPTION
 NP0543
 NP0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0543'IN CRAWFORD.
 NP0543'IN CRAWFORD, AT THE CRAWFORD HIGH SCHOOL, IN TOP OF THE EXTREME
 NP0543'NORTHWEST CORNER OF THE BRICK SCHOOL BUILDING FOUNDATION, 0.3 METER
 NP0543'(1 FT) WEST AND BELOW THE 1930 CORNER STONE, 24.3 METERS (79.7 FT)
 NP0543'SOUTH OF THE SOUTH CURB OF COATES STREET AND 17.1 METERS (56.2 FT)
 NP0543'SOUTHWEST OF A METAL FLAGPOLE.
 NP0543'THE MARK IS 0.6 M ABOVE THE GROUND.
 NP0543
 NP0543                          STATION RECOVERY (1999)
 NP0543
 NP0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0543'IN CRAWFORD, AT THE INTERSECTION OF COATES AND SIXTH STREETS, IN THE
 NP0543'CONCRETE FOUNDATION OF THE HIGH SCHOOL, 33.5 M (109.9 FT) SOUTH OF THE
 NP0543'CENTER OF COATES STREET, 24.7 M (81.0 FT) WEST OF THE EXTENDED CENTER
 NP0543'OF SIXTH STREET, 1.2 M (3.9 FT) ABOVE THE LEVEL OF COATES STREET, 0.4
 NP0543'M (1.3 FT) WEST OF THE WEST END OF A CORNER STONE INSCRIBED 1930, AND
 NP0543'0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 NP0543'NOTE--THE MONUMENT IS A BASIC NET A JUNCTION MARK. THE MONUMENT IS ON
 NP0543'CITY PROPERTY.
 NP0543
 NP0543                          STATION RECOVERY (2007)
 NP0543
 NP0543'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NP0543'RECOVERED IN GOOD CONDITION.
 NP0543
 NP0543                          STATION RECOVERY (2018)
 NP0543
 NP0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0568 ***********************************************************************
 NP0568  DESIGNATION -  A 417
 NP0568  PID         -  NP0568
 NP0568  STATE/COUNTY-  NE/BOX BUTTE
 NP0568  COUNTRY     -  US
 NP0568  USGS QUAD   -  HEMINGFORD (2017)
 NP0568
 NP0568                         *CURRENT SURVEY CONTROL
 NP0568  ______________________________________________________________________
 NP0568* NAD 83(1986) POSITION- 42 19 55.     (N) 103 05 33.     (W)   SCALED
 NP0568* NAVD 88 ORTHO HEIGHT -  1304.282 (meters)     4279.13  (feet) ADJUSTED
 NP0568  ______________________________________________________________________
 NP0568  GEOID HEIGHT    -        -18.248 (meters)                     GEOID18
 NP0568  DYNAMIC HEIGHT  -       1303.517 (meters)     4276.62  (feet) COMP
 NP0568  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 NP0568
 NP0568  VERT ORDER      -  FIRST     CLASS II
 NP0568
 NP0568.The horizontal coordinates were scaled from a map and have
 NP0568.an estimated accuracy of +/- 6 seconds.
 NP0568
 NP0568.The orthometric height was determined by differential leveling and
 NP0568.adjusted by the NATIONAL GEODETIC SURVEY
 NP0568.in June 1991.
 NP0568
 NP0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0568.GEOID18 height accuracy estimate available here.
 NP0568
 NP0568.Click photographs - Photos may exist for this station.
 NP0568
 NP0568.The dynamic height is computed by dividing the NAVD 88
 NP0568.geopotential number by the normal gravity value computed on the
 NP0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0568.degrees latitude (g = 980.6199 gals.).
 NP0568
 NP0568.The modeled gravity was interpolated from observed gravity values.
 NP0568
 NP0568;                    North         East    Units  Estimated Accuracy
 NP0568;SPC NE       -   281,980.      245,240.      MT  (+/- 180 meters Scaled)
 NP0568
 NP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG571883(NAD 83)
 NP0568
 NP0568                          SUPERSEDED SURVEY CONTROL
 NP0568
 NP0568.No superseded survey control is available for this station.
 NP0568
 NP0568_MARKER: I = METAL ROD
 NP0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0568_STAMPING: A 417 1985
 NP0568_MARK LOGO: NGS
 NP0568_PROJECTION: FLUSH
 NP0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0568_ROD/PIPE-DEPTH: 3.6 meters
 NP0568
 NP0568  HISTORY     - Date     Condition        Report By
 NP0568  HISTORY     - 1985     MONUMENTED       NGS
 NP0568
 NP0568                          STATION DESCRIPTION
 NP0568
 NP0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0568'2.2 KM (1.35 MI) NW FROM HEMINGFORD.
 NP0568'2.25 KM (1.4 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0568'ITS JUNCTION WITH STATE HIGHWAYS 2 AND 87 AT HEMINGFORD, AT THE FIRST
 NP0568'ROAD CROSSING NORTHWEST OF HEMINGFORD, 9 POLES SOUTHEAST OF MILEPOST
 NP0568'386, AT A POWER LINE CROSSING, 19.63 METERS (64.4 FT) SOUTHWEST OF THE
 NP0568'SOUTHWEST RAIL AT THE CROSSING, 11.89 METERS (39 FT) NORTHWEST OF THE
 NP0568'CENTER OF A DIRT ROAD, 3.50 METERS (11.5 FT) NORTHEAST OF THE CENTER
 NP0568'OF A RAILROAD ACCESS ROAD AND 1.28 METERS (4.2 FT) SOUTHEAST OF A
 NP0568'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NP0568'CAP.
 NP0568'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0568'THE MARK IS 2.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0362 ***********************************************************************
 MN0362  DESIGNATION -  A 418
 MN0362  PID         -  MN0362
 MN0362  STATE/COUNTY-  NE/MORRILL
 MN0362  COUNTRY     -  US
 MN0362  USGS QUAD   -  BROADWATER SW (2017)
 MN0362
 MN0362                         *CURRENT SURVEY CONTROL
 MN0362  ______________________________________________________________________
 MN0362* NAD 83(1986) POSITION- 41 32 00.     (N) 102 59 05.     (W)   SCALED
 MN0362* NAVD 88 ORTHO HEIGHT -  1152.708 (meters)     3781.84  (feet) ADJUSTED
 MN0362  ______________________________________________________________________
 MN0362  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 MN0362  DYNAMIC HEIGHT  -       1151.956 (meters)     3779.38  (feet) COMP
 MN0362  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 MN0362
 MN0362  VERT ORDER      -  FIRST     CLASS II
 MN0362
 MN0362.The horizontal coordinates were scaled from a map and have
 MN0362.an estimated accuracy of +/- 6 seconds.
 MN0362
 MN0362.The orthometric height was determined by differential leveling and
 MN0362.adjusted by the NATIONAL GEODETIC SURVEY
 MN0362.in June 1991.
 MN0362
 MN0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0362.GEOID18 height accuracy estimate available here.
 MN0362
 MN0362.Click photographs - Photos may exist for this station.
 MN0362
 MN0362.The dynamic height is computed by dividing the NAVD 88
 MN0362.geopotential number by the normal gravity value computed on the
 MN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0362.degrees latitude (g = 980.6199 gals.).
 MN0362
 MN0362.The modeled gravity was interpolated from observed gravity values.
 MN0362
 MN0362;                    North         East    Units  Estimated Accuracy
 MN0362;SPC NE       -   193,040.      251,050.      MT  (+/- 180 meters Scaled)
 MN0362
 MN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF681999(NAD 83)
 MN0362
 MN0362                          SUPERSEDED SURVEY CONTROL
 MN0362
 MN0362.No superseded survey control is available for this station.
 MN0362
 MN0362_MARKER: I = METAL ROD
 MN0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0362_STAMPING: A 418 1985
 MN0362_MARK LOGO: NGS
 MN0362_PROJECTION: FLUSH
 MN0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0362+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0362_ROD/PIPE-DEPTH: 9.8 meters
 MN0362
 MN0362  HISTORY     - Date     Condition        Report By
 MN0362  HISTORY     - 1985     MONUMENTED       NGS
 MN0362  HISTORY     - 20070417 GOOD             NEDR
 MN0362
 MN0362                          STATION DESCRIPTION
 MN0362
 MN0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0362'14.7 KM (9.15 MI) NORTH FROM DALTON.
 MN0362'14.78 KM (9.15 MI) NORTH ALONG US HIGHWAY 385 FROM THE POST OFFICE AT
 MN0362'DALTON, AT A SAND ROAD LEADING WEST AND IN LINE WITH A ROW OF POWER
 MN0362'POLES, BETWEEN TWO WITNESS POSTS, 22.9 METERS (75 FT) WEST OF THE
 MN0362'HIGHWAY CENTERLINE, 15.2 METERS (50 FT) NORTH OF THE CENTER OF THE
 MN0362'ROAD AND 0.6 METER (2 FT) SOUTH OF A POWER POLE.  NOTE--ACCESS TO
 MN0362'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0362'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0362'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 MN0362
 MN0362                          STATION RECOVERY (2007)
 MN0362
 MN0362'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0362'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0385 ***********************************************************************
 MN0385  DESIGNATION -  A 419
 MN0385  PID         -  MN0385
 MN0385  STATE/COUNTY-  NE/CHEYENNE
 MN0385  COUNTRY     -  US
 MN0385  USGS QUAD   -  LORENZO (2017)
 MN0385
 MN0385                         *CURRENT SURVEY CONTROL
 MN0385  ______________________________________________________________________
 MN0385* NAD 83(1986) POSITION- 41 05 44.     (N) 103 01 51.     (W)   SCALED
 MN0385* NAVD 88 ORTHO HEIGHT -  1318.797 (meters)     4326.75  (feet) ADJUSTED
 MN0385  ______________________________________________________________________
 MN0385  GEOID HEIGHT    -        -19.709 (meters)                     GEOID18
 MN0385  DYNAMIC HEIGHT  -       1317.856 (meters)     4323.67  (feet) COMP
 MN0385  MODELED GRAVITY -    979,863.7   (mgal)                       NAVD 88
 MN0385
 MN0385  VERT ORDER      -  FIRST     CLASS II
 MN0385
 MN0385.The horizontal coordinates were scaled from a map and have
 MN0385.an estimated accuracy of +/- 6 seconds.
 MN0385
 MN0385.The orthometric height was determined by differential leveling and
 MN0385.adjusted by the NATIONAL GEODETIC SURVEY
 MN0385.in June 1991.
 MN0385
 MN0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0385.GEOID18 height accuracy estimate available here.
 MN0385
 MN0385.Click photographs - Photos may exist for this station.
 MN0385
 MN0385.The dynamic height is computed by dividing the NAVD 88
 MN0385.geopotential number by the normal gravity value computed on the
 MN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0385.degrees latitude (g = 980.6199 gals.).
 MN0385
 MN0385.The modeled gravity was interpolated from observed gravity values.
 MN0385
 MN0385;                    North         East    Units  Estimated Accuracy
 MN0385;SPC NE       -   144,600.      245,500.      MT  (+/- 180 meters Scaled)
 MN0385
 MN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF653512(NAD 83)
 MN0385
 MN0385                          SUPERSEDED SURVEY CONTROL
 MN0385
 MN0385.No superseded survey control is available for this station.
 MN0385
 MN0385_MARKER: I = METAL ROD
 MN0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0385_STAMPING: A 419 1985
 MN0385_MARK LOGO: NGS
 MN0385_PROJECTION: FLUSH
 MN0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0385_ROD/PIPE-DEPTH: 8.2 meters
 MN0385
 MN0385  HISTORY     - Date     Condition        Report By
 MN0385  HISTORY     - 1985     MONUMENTED       NGS
 MN0385
 MN0385                          STATION DESCRIPTION
 MN0385
 MN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0385'9.4 KM (5.85 MI) SW FROM SIDNEY.
 MN0385'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0385'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 5.6 KM
 MN0385'(3.5 MI) SOUTHWEST ALONG STATE ROUTE 19, AT A T JUNCTION OF A ROAD
 MN0385'LEADING NORTH, 41.8 METERS (137 FT) NORTHWEST OF THE HIGHWAY
 MN0385'CENTERLINE, 26.8 METERS (88 FT) EAST OF THE CENTER OF THE ROAD LEADING
 MN0385'NORTH, 0.6 METER (2 FT) NORTH OF A CONCRETE STATE HIGHWAY RIGHT OF WAY
 MN0385'MARKER AND 0.6 METER (2 FT) WEST OF THE NORTH-SOUTH PORTION OF THE
 MN0385'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0385'5-INCH LOGO CAP.
 MN0385'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0385'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0400 ***********************************************************************
 MN0400  DESIGNATION -  A 422
 MN0400  PID         -  MN0400
 MN0400  STATE/COUNTY-  NE/DEUEL
 MN0400  COUNTRY     -  US
 MN0400  USGS QUAD   -  BARTON (2017)
 MN0400
 MN0400                         *CURRENT SURVEY CONTROL
 MN0400  ______________________________________________________________________
 MN0400* NAD 83(1986) POSITION- 41 00 08.7    (N) 102 13 59.7    (W)   HD_HELD2
 MN0400* NAVD 88 ORTHO HEIGHT -  1051.600 (meters)     3450.12  (feet) ADJUSTED
 MN0400  ______________________________________________________________________
 MN0400  GEOID HEIGHT    -        -20.483 (meters)                     GEOID18
 MN0400  DYNAMIC HEIGHT  -       1050.912 (meters)     3447.87  (feet) COMP
 MN0400  MODELED GRAVITY -    979,933.7   (mgal)                       NAVD 88
 MN0400
 MN0400  VERT ORDER      -  FIRST     CLASS II
 MN0400
 MN0400.The horizontal coordinates were established by autonomous hand held GPS
 MN0400.observations and have an estimated accuracy of +/- 10 meters.
 MN0400
 MN0400.The orthometric height was determined by differential leveling and
 MN0400.adjusted by the NATIONAL GEODETIC SURVEY
 MN0400.in June 1991.
 MN0400
 MN0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0400.GEOID18 height accuracy estimate available here.
 MN0400
 MN0400.Click photographs - Photos may exist for this station.
 MN0400
 MN0400.The dynamic height is computed by dividing the NAVD 88
 MN0400.geopotential number by the normal gravity value computed on the
 MN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0400.degrees latitude (g = 980.6199 gals.).
 MN0400
 MN0400.The modeled gravity was interpolated from observed gravity values.
 MN0400
 MN0400;                    North         East    Units  Estimated Accuracy
 MN0400;SPC NE       -   132,225.      312,190.      MT  (+/- 10 meters HH2 GPS)
 MN0400
 MN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3269242712(NAD 83)
 MN0400
 MN0400                          SUPERSEDED SURVEY CONTROL
 MN0400
 MN0400  NGVD 29 (02/14/92) 1051.135  (m)         3448.60   (f) ADJUSTED    1 2
 MN0400
 MN0400.Superseded values are not recommended for survey control.
 MN0400
 MN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0400.See file dsdata.pdf to determine how the superseded data were derived.
 MN0400
 MN0400_MARKER: I = METAL ROD
 MN0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0400_STAMPING: A 422 1986
 MN0400_MARK LOGO: NGS
 MN0400_PROJECTION: FLUSH
 MN0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0400_ROD/PIPE-DEPTH: 15.6 meters
 MN0400
 MN0400  HISTORY     - Date     Condition        Report By
 MN0400  HISTORY     - 1986     MONUMENTED       NGS
 MN0400
 MN0400                          STATION DESCRIPTION
 MN0400
 MN0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0400'3.1 KM (1.9 MI) NE FROM JULESBURG CO.
 MN0400'3.1 KM (1.9 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 MN0400'HIGHWAY 385 SOUTH IN JULESBURG COLORADO, AT THE COLORADO SEDGWICK
 MN0400'COUNTY LINE AND NEBRASKA DEUEL COUNTY LINE, BETWEEN TWO WITNESS POSTS,
 MN0400'18.0 METERS (59 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.9 METERS
 MN0400'(26 FT) NORTHEAST OF THE CENTER OF A GRAVEL ROAD 36.3, 15.2 METERS
 MN0400'(50 FT) NORTHEAST OF THE NORTH SUPPORT POST OF A WELCOME TO COLORADO
 MN0400'SIGN AND 0.91 METERS (3 FT) EAST OF A POWER POLE.  NOTE--ACCESS TO
 MN0400'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0400'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0400'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0950 ***********************************************************************
 LH0950  CBN         -  This is a Cooperative Base Network Control Station.
 LH0950  DESIGNATION -  A 423
 LH0950  PID         -  LH0950
 LH0950  STATE/COUNTY-  NE/FURNAS
 LH0950  COUNTRY     -  US
 LH0950  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0950
 LH0950                         *CURRENT SURVEY CONTROL
 LH0950  ______________________________________________________________________
 LH0950* NAD 83(2011) POSITION- 40 00 55.96302(N) 099 53 25.84585(W)   ADJUSTED
 LH0950* NAD 83(2011) ELLIP HT-   680.502 (meters)        (06/27/12)   ADJUSTED
 LH0950* NAD 83(2011) EPOCH   -  2010.00
 LH0950* NAVD 88 ORTHO HEIGHT -   705.112 (meters)     2313.36  (feet) ADJUSTED
 LH0950  ______________________________________________________________________
 LH0950  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 LH0950  NAD 83(2011) X  -   -840,299.630 (meters)                     COMP
 LH0950  NAD 83(2011) Y  - -4,819,411.359 (meters)                     COMP
 LH0950  NAD 83(2011) Z  -  4,079,745.225 (meters)                     COMP
 LH0950  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 LH0950  DYNAMIC HEIGHT  -        704.657 (meters)     2311.86  (feet) COMP
 LH0950  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 LH0950
 LH0950  VERT ORDER      -  FIRST     CLASS II
 LH0950
 LH0950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0950  Standards:
 LH0950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0950  -------------------------------------------------------------------
 LH0950  NETWORK    0.47   1.25           0.22   0.15   0.64      0.01517865
 LH0950  -------------------------------------------------------------------
 LH0950  Click here for local accuracies and other accuracy information.
 LH0950
 LH0950.The horizontal coordinates were established by GPS observations
 LH0950.and adjusted by the National Geodetic Survey in June 2012.
 LH0950
 LH0950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0950.been affixed to the stable North American tectonic plate. See 
 LH0950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0950
 LH0950.The horizontal coordinates are valid at the epoch date displayed above
 LH0950.which is a decimal equivalence of Year/Month/Day.
 LH0950
 LH0950.The orthometric height was determined by differential leveling and
 LH0950.adjusted by the NATIONAL GEODETIC SURVEY
 LH0950.in June 1991.
 LH0950
 LH0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0950.GEOID18 height accuracy estimate available here.
 LH0950
 LH0950.Click photographs - Photos may exist for this station.
 LH0950
 LH0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0950
 LH0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0950
 LH0950.The ellipsoidal height was determined by GPS observations
 LH0950.and is referenced to NAD 83.
 LH0950
 LH0950.The dynamic height is computed by dividing the NAVD 88
 LH0950.geopotential number by the normal gravity value computed on the
 LH0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0950.degrees latitude (g = 980.6199 gals.).
 LH0950
 LH0950.The modeled gravity was interpolated from observed gravity values.
 LH0950
 LH0950. The following values were computed from the NAD 83(2011) position.
 LH0950
 LH0950;                    North         East     Units Scale Factor Converg.
 LH0950;SPC NE       -    20,238.207   509,347.351   MT  0.99999301   +0 04 21.2
 LH0950;SPC NE       -    66,398.18  1,671,083.77   sFT  0.99999301   +0 04 21.2
 LH0950;UTM  14      - 4,429,862.358   424,002.804   MT  0.99967110   -0 34 21.4
 LH0950
 LH0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0950!SPC NE       -   0.99989326  x   0.99999301  =   0.99988627
 LH0950!UTM  14      -   0.99989326  x   0.99967110  =   0.99956439
 LH0950
 LH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2400229862(NAD 83)
 LH0950
 LH0950                          SUPERSEDED SURVEY CONTROL
 LH0950
 LH0950  NAD 83(2007)-  40 00 55.96296(N)    099 53 25.84645(W) AD(2002.00) 0
 LH0950  ELLIP H (02/10/07)  680.521  (m)                       GP(2002.00)    
 LH0950  ELLIP H (09/24/01)  680.505  (m)                       GP(       ) 4 1
 LH0950  NAD 83(1995)-  40 00 55.96269(N)    099 53 25.84584(W) AD(       ) B
 LH0950  ELLIP H (06/25/96)  680.562  (m)                       GP(       ) 1 1
 LH0950  NAVD 88             705.11   (m)         2313.3    (f) LEVELING    3  
 LH0950  NGVD 29 (02/14/92)  704.840  (m)         2312.46   (f) ADJUSTED    1 2
 LH0950
 LH0950.Superseded values are not recommended for survey control.
 LH0950
 LH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0950.See file dsdata.pdf to determine how the superseded data were derived.
 LH0950
 LH0950_MARKER: F = FLANGE-ENCASED ROD
 LH0950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0950_STAMPING: A 423 1986
 LH0950_MARK LOGO: NGS
 LH0950_PROJECTION: FLUSH
 LH0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0950+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 LH0950_ROD/PIPE-DEPTH: 12.2 meters
 LH0950_SLEEVE-DEPTH  : 10.0 meters
 LH0950
 LH0950  HISTORY     - Date     Condition        Report By
 LH0950  HISTORY     - 1986     MONUMENTED       NGS
 LH0950  HISTORY     - 19950424 GOOD             NGS
 LH0950  HISTORY     - 19970506 GOOD             NGS
 LH0950  HISTORY     - 20170613 GOOD             NEGS
 LH0950  HISTORY     - 20200203 GOOD             NEGS
 LH0950
 LH0950                          STATION DESCRIPTION
 LH0950
 LH0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0950'32.6 KM (20.25 MI) SOUTH FROM ARAPAHOE.
 LH0950'32.6 KM (20.35 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0950'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHEAST CORNER OF A DIRT ROAD,
 LH0950'1.55 KM (0.95 MI) NORTH OF THE NEBRASKA-KANSAS STATE LINE, 61.5 METERS
 LH0950'(202 FT) SOUTHEAST OF MILEPOST 1, 26.5 METERS (87 FT) EAST OF THE
 LH0950'HIGHWAY CENTERLINE, 13.1 METERS (43 FT) NORTH OF THE CENTER OF THE
 LH0950'ROAD, 2.3 METERS (7.5 FT) NORTH OF A FENCE CORNER, 1.3 METERS (4.5 FT)
 LH0950'NORTH OF A CONCRETE RIGHT OF WAY POST, 0.5 METER (1.5 FT) WEST OF THE
 LH0950'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0950'5-INCH LOGO CAP.
 LH0950'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0950'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 LH0950
 LH0950                          STATION RECOVERY (1995)
 LH0950
 LH0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH0950'TO REACH THE MARK FROM THE KANSAS/NEBRASKA STATE LINE, ABOUT 21.5 MI
 LH0950'(34.6 KM) SOUTH FROM ARAPAHOE, GO NORTH ON U.S. HIGHWAY 283 FOR 0.95
 LH0950'MI (1.53 KM) TO A GRADED CROSSROAD AND THE MARK ON THE RIGHT, IN THE
 LH0950'NORTHEAST ANGLE OF THE INTERSECTION, ON THE EAST RIGHT-OF-WAY OF THE
 LH0950'HIGHWAY AND IN THE SOUTHWEST CORNER OF SEC26, T1N, R23W.  THE MARK IS
 LH0950'A STAINLESS STEEL ROD SET WITHIN A 5-IN PVC PIPE WITH A LOGO CAP THAT
 LH0950'IS FLUSH WITH THE GROUND.  IT IS 61.5 M (201.8 FT) SOUTHEAST OF
 LH0950'HIGHWAY MILEPOST 1, 26.5 M (86.9 FT) EAST FROM THE CENTERLINE OF THE
 LH0950'HIGHWAY, 13.1 M (43.0 FT) NORTH FROM THE CENTERLINE OF THE GRADED
 LH0950'ROAD, 2.3 M (7.5 FT) NORTH FROM A FENCE CORNER POST, 0.5 M (1.6 FT)
 LH0950'WEST OF THE EAST RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) SOUTH FROM A
 LH0950'WITNESS POST AND ABOUT 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY.
 LH0950
 LH0950                          STATION RECOVERY (1997)
 LH0950
 LH0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LH0950'RECOVERED AS DESCRIBED.
 LH0950
 LH0950                          STATION RECOVERY (2017)
 LH0950
 LH0950'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 LH0950'RECOVERED IN GOOD CONDITION
 LH0950
 LH0950                          STATION RECOVERY (2020)
 LH0950
 LH0950'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0950'TO REACH FROM THE JUNCTION OF US-283 AND HWY-89, 3.5 MI (5.6 KM) WEST
 LH0950'OF BEAVER CITY NEBRASKA, PROCEED SOUTH ON US-283 APPROXIMATELY 8.01 MI
 LH0950'(12.89 KM) TO THE INTERSECTION WITH COUNTY ROAD 703 AND THE MARK ON
 LH0950'THE LEFT IN THE NORTHEAST CORNER.
 LH0950'
 LH0950'IT IS 1 FT (0.3 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST, 5 FT
 LH0950'(1.5 M) NORTH OF A RIGHT-OF-WAY MARKER, 44 FT (13.4 M) NORTH OF THE
 LH0950'CENTERLINE OF COUNTY ROAD 703 AND 86 FT (26.2 M) EAST OF THE
 LH0950'CENTERLINE OF US 283 NEAR MILE POST 0.95.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0324 ***********************************************************************
 MM0324  DESIGNATION -  A 424
 MM0324  PID         -  MM0324
 MM0324  STATE/COUNTY-  NE/KEITH
 MM0324  COUNTRY     -  US
 MM0324  USGS QUAD   -  NEVENS (2017)
 MM0324
 MM0324                         *CURRENT SURVEY CONTROL
 MM0324  ______________________________________________________________________
 MM0324* NAD 83(1986) POSITION- 41 07 37.     (N) 101 26 46.     (W)   SCALED
 MM0324* NAVD 88 ORTHO HEIGHT -   944.660 (meters)     3099.27  (feet) ADJUSTED
 MM0324  ______________________________________________________________________
 MM0324  GEOID HEIGHT    -        -21.456 (meters)                     GEOID18
 MM0324  DYNAMIC HEIGHT  -        944.076 (meters)     3097.36  (feet) COMP
 MM0324  MODELED GRAVITY -    979,973.5   (mgal)                       NAVD 88
 MM0324
 MM0324  VERT ORDER      -  FIRST     CLASS II
 MM0324
 MM0324.The horizontal coordinates were scaled from a map and have
 MM0324.an estimated accuracy of +/- 6 seconds.
 MM0324
 MM0324.The orthometric height was determined by differential leveling and
 MM0324.adjusted by the NATIONAL GEODETIC SURVEY
 MM0324.in June 1991.
 MM0324
 MM0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0324.GEOID18 height accuracy estimate available here.
 MM0324
 MM0324.Click photographs - Photos may exist for this station.
 MM0324
 MM0324.The dynamic height is computed by dividing the NAVD 88
 MM0324.geopotential number by the normal gravity value computed on the
 MM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0324.degrees latitude (g = 980.6199 gals.).
 MM0324
 MM0324.The modeled gravity was interpolated from observed gravity values.
 MM0324
 MM0324;                    North         East    Units  Estimated Accuracy
 MM0324;SPC NE       -   144,640.      378,610.      MT  (+/- 180 meters Scaled)
 MM0324
 MM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL946557(NAD 83)
 MM0324
 MM0324                          SUPERSEDED SURVEY CONTROL
 MM0324
 MM0324  NGVD 29 (02/14/92)  944.241  (m)         3097.90   (f) ADJUSTED    1 2
 MM0324
 MM0324.Superseded values are not recommended for survey control.
 MM0324
 MM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0324.See file dsdata.pdf to determine how the superseded data were derived.
 MM0324
 MM0324_MARKER: I = METAL ROD
 MM0324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0324_STAMPING: A 424 1986
 MM0324_MARK LOGO: NGS
 MM0324_PROJECTION: FLUSH
 MM0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0324_ROD/PIPE-DEPTH: 14.3 meters
 MM0324
 MM0324  HISTORY     - Date     Condition        Report By
 MM0324  HISTORY     - 1986     MONUMENTED       NGS
 MM0324
 MM0324                          STATION DESCRIPTION
 MM0324
 MM0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0324'7.7 KM (4.8 MI) WEST FROM PAXTON.
 MM0324'7.68 KM (4.80 MI) WEST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0324'STATE ROUTE 51 C AT PAXTON, 0.73 KM (0.46 MI) WEST OF MILEPOST 141,
 MM0324'0.8 METER (2.5 FT) SOUTHWEST OF THE NORTH CORNER OF AN OFFSET IN THE
 MM0324'RIGHT OF WAY FENCE, 20.7 METERS (68 FT) NORTH OF THE HIGHWAY
 MM0324'CENTERLINE, 34.1 METERS (112 FT) NORTHWEST OF THE WEST END OF THE
 MM0324'NORTH HEADWALL OF A 3-CHANEL BOX CULVERT, 0.4 METER (1.5 FT) WEST OF
 MM0324'THE NORTH ONE OF TWO CONCRETE RIGHT OF WAY MARKERS AND 0.4 METERS (1.5
 MM0324'FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 MM0324'HAD THROUGH A 5-INCH LOGO CAP.
 MM0324'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0324'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0976 ***********************************************************************
 LH0976  DESIGNATION -  A 425
 LH0976  PID         -  LH0976
 LH0976  STATE/COUNTY-  NE/GOSPER
 LH0976  COUNTRY     -  US
 LH0976  USGS QUAD   -  ELWOOD SW (2017)
 LH0976
 LH0976                         *CURRENT SURVEY CONTROL
 LH0976  ______________________________________________________________________
 LH0976* NAD 83(1986) POSITION- 40 31 57.     (N) 099 53 26.     (W)   SCALED
 LH0976* NAVD 88 ORTHO HEIGHT -   777.242 (meters)     2550.00  (feet) ADJUSTED
 LH0976  ______________________________________________________________________
 LH0976  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 LH0976  DYNAMIC HEIGHT  -        776.741 (meters)     2548.36  (feet) COMP
 LH0976  MODELED GRAVITY -    979,955.5   (mgal)                       NAVD 88
 LH0976
 LH0976  VERT ORDER      -  FIRST     CLASS II
 LH0976
 LH0976.The horizontal coordinates were scaled from a map and have
 LH0976.an estimated accuracy of +/- 6 seconds.
 LH0976
 LH0976.The orthometric height was determined by differential leveling and
 LH0976.adjusted by the NATIONAL GEODETIC SURVEY
 LH0976.in June 1991.
 LH0976
 LH0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0976.GEOID18 height accuracy estimate available here.
 LH0976
 LH0976.Click photographs - Photos may exist for this station.
 LH0976
 LH0976.The dynamic height is computed by dividing the NAVD 88
 LH0976.geopotential number by the normal gravity value computed on the
 LH0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0976.degrees latitude (g = 980.6199 gals.).
 LH0976
 LH0976.The modeled gravity was interpolated from observed gravity values.
 LH0976
 LH0976;                    North         East    Units  Estimated Accuracy
 LH0976;SPC NE       -    77,630.      509,270.      MT  (+/- 180 meters Scaled)
 LH0976
 LH0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK245872(NAD 83)
 LH0976
 LH0976                          SUPERSEDED SURVEY CONTROL
 LH0976
 LH0976  NGVD 29 (02/14/92)  776.933  (m)         2548.99   (f) ADJUSTED    1 2
 LH0976
 LH0976.Superseded values are not recommended for survey control.
 LH0976
 LH0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0976.See file dsdata.pdf to determine how the superseded data were derived.
 LH0976
 LH0976_MARKER: I = METAL ROD
 LH0976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0976_STAMPING: A 425 1986
 LH0976_MARK LOGO: NGS
 LH0976_PROJECTION: FLUSH
 LH0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0976_ROD/PIPE-DEPTH: 15.8 meters
 LH0976
 LH0976  HISTORY     - Date     Condition        Report By
 LH0976  HISTORY     - 1986     MONUMENTED       NGS
 LH0976
 LH0976                          STATION DESCRIPTION
 LH0976
 LH0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0976'6.7 KM (4.15 MI) SOUTH FROM ELWOOD.
 LH0976'6.74 KM (4.21 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0976'COURTHOUSE AT ELWOOD, AT THE T JUNCTION OF A DIRT ROAD LEADING WEST,
 LH0976'0.17 KM (0.1 MI) SOUTH OF MILEPOST 37, 23.0 METERS (75.5 FT) EAST OF
 LH0976'THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT) SOUTH OF THE EXTENDED
 LH0976'CENTER OF THE ROAD AND 0.7 METER (2.5 FT) SOUTH OF A CONCRETE RIGHT OF
 LH0976'WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LH0976'CAP.
 LH0976'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0976'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0997 ***********************************************************************
 LH0997  DESIGNATION -  A 426
 LH0997  PID         -  LH0997
 LH0997  STATE/COUNTY-  NE/DAWSON
 LH0997  COUNTRY     -  US
 LH0997  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0997
 LH0997                         *CURRENT SURVEY CONTROL
 LH0997  ______________________________________________________________________
 LH0997* NAD 83(1986) POSITION- 40 47 14.     (N) 099 47 34.     (W)   SCALED
 LH0997* NAVD 88 ORTHO HEIGHT -   735.356 (meters)     2412.58  (feet) ADJUSTED
 LH0997  ______________________________________________________________________
 LH0997  GEOID HEIGHT    -        -23.765 (meters)                     GEOID18
 LH0997  DYNAMIC HEIGHT  -        734.924 (meters)     2411.16  (feet) COMP
 LH0997  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 LH0997
 LH0997  VERT ORDER      -  FIRST     CLASS II
 LH0997
 LH0997.The horizontal coordinates were scaled from a map and have
 LH0997.an estimated accuracy of +/- 6 seconds.
 LH0997
 LH0997.The orthometric height was determined by differential leveling and
 LH0997.adjusted by the NATIONAL GEODETIC SURVEY
 LH0997.in June 1991.
 LH0997
 LH0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0997.GEOID18 height accuracy estimate available here.
 LH0997
 LH0997.Click photographs - Photos may exist for this station.
 LH0997
 LH0997.The dynamic height is computed by dividing the NAVD 88
 LH0997.geopotential number by the normal gravity value computed on the
 LH0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0997.degrees latitude (g = 980.6199 gals.).
 LH0997
 LH0997.The modeled gravity was interpolated from observed gravity values.
 LH0997
 LH0997;                    North         East    Units  Estimated Accuracy
 LH0997;SPC NE       -   105,930.      517,490.      MT  (+/- 180 meters Scaled)
 LH0997
 LH0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML331154(NAD 83)
 LH0997
 LH0997                          SUPERSEDED SURVEY CONTROL
 LH0997
 LH0997  NGVD 29 (02/14/92)  735.076  (m)         2411.66   (f) ADJUSTED    1 2
 LH0997
 LH0997.Superseded values are not recommended for survey control.
 LH0997
 LH0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0997.See file dsdata.pdf to determine how the superseded data were derived.
 LH0997
 LH0997_MARKER: I = METAL ROD
 LH0997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0997_STAMPING: A 426 1986
 LH0997_MARK LOGO: NGS
 LH0997_PROJECTION: FLUSH
 LH0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0997_ROD/PIPE-DEPTH: 13.4 meters
 LH0997
 LH0997  HISTORY     - Date     Condition        Report By
 LH0997  HISTORY     - 1986     MONUMENTED       NGS
 LH0997
 LH0997                          STATION DESCRIPTION
 LH0997
 LH0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0997'4.4 KM (2.75 MI) NW FROM LEXINGTON.
 LH0997'4.46 KM (2.78 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0997'283 OVERPASS BRIDGE AT LEXINGTON, 0.53 KM (0.33 MI) NORTHWEST OF A
 LH0997'DIRT ROAD CROSSING, 27.1 METERS (89 FT) SOUTHWEST OF THE HIGHWAY
 LH0997'CENTERLINE, 28.3 METERS (93 FT) SOUTHWEST OF MILEPOST 235, 13.1 METERS
 LH0997'(43 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS
 LH0997'FOR THE UNION PACIFIC RAILROAD AND 0.7 METER (2.5 FT) NORTHWEST OF A
 LH0997'TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LH0997'LOGO CAP.
 LH0997'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LH0997'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0343 ***********************************************************************
 MM0343  DESIGNATION -  A 427
 MM0343  PID         -  MM0343
 MM0343  STATE/COUNTY-  NE/LINCOLN
 MM0343  COUNTRY     -  US
 MM0343  USGS QUAD   -  BRADY (2017)
 MM0343
 MM0343                         *CURRENT SURVEY CONTROL
 MM0343  ______________________________________________________________________
 MM0343* NAD 83(1986) POSITION- 41 01 25.4    (N) 100 21 49.9    (W)   HD_HELD2
 MM0343* NAVD 88 ORTHO HEIGHT -   810.532 (meters)     2659.22  (feet) ADJUSTED
 MM0343  ______________________________________________________________________
 MM0343  GEOID HEIGHT    -        -22.780 (meters)                     GEOID18
 MM0343  DYNAMIC HEIGHT  -        810.053 (meters)     2657.65  (feet) COMP
 MM0343  MODELED GRAVITY -    980,006.7   (mgal)                       NAVD 88
 MM0343
 MM0343  VERT ORDER      -  FIRST     CLASS II
 MM0343
 MM0343.The horizontal coordinates were established by autonomous hand held GPS
 MM0343.observations and have an estimated accuracy of +/- 10 meters.
 MM0343
 MM0343.The orthometric height was determined by differential leveling and
 MM0343.adjusted by the NATIONAL GEODETIC SURVEY
 MM0343.in June 1991.
 MM0343
 MM0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0343.GEOID18 height accuracy estimate available here.
 MM0343
 MM0343.Click photographs - Photos may exist for this station.
 MM0343
 MM0343.The dynamic height is computed by dividing the NAVD 88
 MM0343.geopotential number by the normal gravity value computed on the
 MM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0343.degrees latitude (g = 980.6199 gals.).
 MM0343
 MM0343.The modeled gravity was interpolated from observed gravity values.
 MM0343
 MM0343;                    North         East    Units  Estimated Accuracy
 MM0343;SPC NE       -   132,229.      469,407.      MT  (+/- 10 meters HH2 GPS)
 MM0343
 MM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8533642286(NAD 83)
 MM0343
 MM0343                          SUPERSEDED SURVEY CONTROL
 MM0343
 MM0343  NGVD 29 (02/14/92)  810.202  (m)         2658.14   (f) ADJUSTED    1 2
 MM0343
 MM0343.Superseded values are not recommended for survey control.
 MM0343
 MM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0343.See file dsdata.pdf to determine how the superseded data were derived.
 MM0343
 MM0343_MARKER: DV = VERTICAL CONTROL DISK
 MM0343_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0343_SP_SET: BUILDING
 MM0343_STAMPING: A 427 1986
 MM0343_MARK LOGO: NGS
 MM0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0343+STABILITY: POSITION/ELEVATION WELL
 MM0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0343+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2011
 MM0343
 MM0343  HISTORY     - Date     Condition        Report By
 MM0343  HISTORY     - 1986     MONUMENTED       NGS
 MM0343  HISTORY     - 20110308 GOOD             NEGS
 MM0343
 MM0343                          STATION DESCRIPTION
 MM0343
 MM0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0343'IN BRADY.
 MM0343'IN BRADY, VERTICALLY, IN THE SOUTHWEST FACE AND AT THE WEST SIDE OF
 MM0343'THE MAIN SOUTH ENTRANCE OF THE BRADY PUBLIC SCHOOL, 24.0 METERS (79
 MM0343'FT) NORTHEAST OF THE CENTER OF POPLETON STREET, 47.5 METERS (156 FT)
 MM0343'SOUTHEAST OF THE CENTER OF MARKET STREET AND 2.4 METERS (8 FT)
 MM0343'SOUTHWEST OF THE CENTER OF THE SOUTH MAIN ENTRANCE.
 MM0343'THE MARK IS 0.9 M ABOVE THE ROAD.
 MM0343
 MM0343                          STATION RECOVERY (2011)
 MM0343
 MM0343'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MM0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1342 ***********************************************************************
 MJ1342  DESIGNATION -  A 428
 MJ1342  PID         -  MJ1342
 MJ1342  STATE/COUNTY-  NE/DOUGLAS
 MJ1342  COUNTRY     -  US
 MJ1342  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1342
 MJ1342                         *CURRENT SURVEY CONTROL
 MJ1342  ______________________________________________________________________
 MJ1342* NAD 83(1986) POSITION- 41 20 45.63   (N) 095 58 51.38   (W)   HD_HELD1
 MJ1342* NAVD 88 ORTHO HEIGHT -   330.308 (meters)     1083.69  (feet) ADJUSTED
 MJ1342  ______________________________________________________________________
 MJ1342  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 MJ1342  DYNAMIC HEIGHT  -        330.162 (meters)     1083.21  (feet) COMP
 MJ1342  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 MJ1342
 MJ1342  VERT ORDER      -  FIRST     CLASS II
 MJ1342
 MJ1342.The horizontal coordinates were determined by differentially corrected
 MJ1342.hand held GPS observations or other comparable positioning techniques
 MJ1342.and have an estimated accuracy of +/- 3 meters.
 MJ1342
 MJ1342.The orthometric height was determined by differential leveling and
 MJ1342.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1342.in June 1991.
 MJ1342
 MJ1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1342.GEOID18 height accuracy estimate available here.
 MJ1342
 MJ1342.Click photographs - Photos may exist for this station.
 MJ1342
 MJ1342.The dynamic height is computed by dividing the NAVD 88
 MJ1342.geopotential number by the normal gravity value computed on the
 MJ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1342.degrees latitude (g = 980.6199 gals.).
 MJ1342
 MJ1342.The modeled gravity was interpolated from observed gravity values.
 MJ1342
 MJ1342;                    North         East    Units  Estimated Accuracy
 MJ1342;SPC NE       -   175,759.3     836,135.3     MT  (+/- 3 meters HH1 GPS) 
 MJ1342
 MJ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5059981456(NAD 83)
 MJ1342
 MJ1342                          SUPERSEDED SURVEY CONTROL
 MJ1342
 MJ1342.No superseded survey control is available for this station.
 MJ1342
 MJ1342_MARKER: F = FLANGE-ENCASED ROD
 MJ1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1342_STAMPING: A 428 1989
 MJ1342_MARK LOGO: NGS
 MJ1342_PROJECTION: FLUSH
 MJ1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1342+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 MJ1342_ROD/PIPE-DEPTH: 16.9 meters
 MJ1342
 MJ1342  HISTORY     - Date     Condition        Report By
 MJ1342  HISTORY     - 1989     MONUMENTED       NGS
 MJ1342  HISTORY     - 20100430 GOOD             INDIV
 MJ1342  HISTORY     - 20200226 GOOD             INDIV
 MJ1342
 MJ1342                          STATION DESCRIPTION
 MJ1342
 MJ1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1342'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 75 FROM ITS JUNCTION
 MJ1342'WITH MCKINLEY STREET IN OMAHA, 93.6 M (307.1 FT) EAST OF THE
 MJ1342'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 34.1 M (111.9 FT)
 MJ1342'SOUTH OF THE CENTER OF THE EASTBOUND ON RAMP LEADING TO INTERSTATE
 MJ1342'HIGHWAY 680, 26.1 M (85.6 FT) WEST OF AN OFFSET IN THE RIGHT-OF-WAY
 MJ1342'FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ON RAMP, AND 0.3 M (1.0
 MJ1342'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT
 MJ1342'IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1342
 MJ1342                          STATION RECOVERY (2010)
 MJ1342
 MJ1342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MJ1342'RECOVERED IN GOOD CONDITION.
 MJ1342
 MJ1342                          STATION RECOVERY (2020)
 MJ1342
 MJ1342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (JA)
 MJ1342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1340 ***********************************************************************
 MJ1340  DESIGNATION -  A 429
 MJ1340  PID         -  MJ1340
 MJ1340  STATE/COUNTY-  NE/DOUGLAS
 MJ1340  COUNTRY     -  US
 MJ1340  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1340
 MJ1340                         *CURRENT SURVEY CONTROL
 MJ1340  ______________________________________________________________________
 MJ1340* NAD 83(1986) POSITION- 41 20 42.84   (N) 095 57 32.48   (W)   HD_HELD1
 MJ1340* NAVD 88 ORTHO HEIGHT -   306.434 (meters)     1005.36  (feet) ADJUSTED
 MJ1340  ______________________________________________________________________
 MJ1340  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 MJ1340  DYNAMIC HEIGHT  -        306.302 (meters)     1004.93  (feet) COMP
 MJ1340  MODELED GRAVITY -    980,182.5   (mgal)                       NAVD 88
 MJ1340
 MJ1340  VERT ORDER      -  FIRST     CLASS II
 MJ1340
 MJ1340.The horizontal coordinates were determined by differentially corrected
 MJ1340.hand held GPS observations or other comparable positioning techniques
 MJ1340.and have an estimated accuracy of +/- 3 meters.
 MJ1340
 MJ1340.The orthometric height was determined by differential leveling and
 MJ1340.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1340.in June 1991.
 MJ1340
 MJ1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1340.GEOID18 height accuracy estimate available here.
 MJ1340
 MJ1340.Click photographs - Photos may exist for this station.
 MJ1340
 MJ1340.The dynamic height is computed by dividing the NAVD 88
 MJ1340.geopotential number by the normal gravity value computed on the
 MJ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1340.degrees latitude (g = 980.6199 gals.).
 MJ1340
 MJ1340.The modeled gravity was interpolated from observed gravity values.
 MJ1340
 MJ1340;                    North         East    Units  Estimated Accuracy
 MJ1340;SPC NE       -   175,758.8     837,971.0     MT  (+/- 3 meters HH1 GPS) 
 MJ1340
 MJ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5243081307(NAD 83)
 MJ1340
 MJ1340                          SUPERSEDED SURVEY CONTROL
 MJ1340
 MJ1340.No superseded survey control is available for this station.
 MJ1340
 MJ1340_MARKER: DV = VERTICAL CONTROL DISK
 MJ1340_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1340_SP_SET: PIER
 MJ1340_STAMPING: A 429 1989
 MJ1340_MARK LOGO: NGS
 MJ1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1340+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 MJ1340
 MJ1340  HISTORY     - Date     Condition        Report By
 MJ1340  HISTORY     - 1989     MONUMENTED       NGS
 MJ1340  HISTORY     - 20100622 GOOD             GEOCAC
 MJ1340  HISTORY     - 20200226 GOOD             INDIV
 MJ1340
 MJ1340                          STATION DESCRIPTION
 MJ1340
 MJ1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1340'IN OMAHA, AT THE INTERSECTION OF DICK COLLINS ROAD AND JOHN J
 MJ1340'PERSHING DRIVE, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY
 MJ1340'1 OF 2 COLUMNS OF EAST OF THE WEST ABUTMENT OF THE EASTBOUND
 MJ1340'INTETSTATE HIGHWAY 680 BRIDGE SPANNING THE MISSOURI RIVER, 16.4 M
 MJ1340'(53.8 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 8.8 M (28.9 FT)
 MJ1340'EAST OF THE CENTERLINE OF THE DRIVE, 1.4 M (4.6 FT) ABOVE THE GROUND
 MJ1340'SURFACE, AND 1.0 M (3.3 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 MJ1340'PIER.
 MJ1340
 MJ1340                          STATION RECOVERY (2010)
 MJ1340
 MJ1340'RECOVERY NOTE BY GEOCACHING 2010 (TLS)
 MJ1340'RECOVERED IN GOOD CONDITION.
 MJ1340
 MJ1340                          STATION RECOVERY (2020)
 MJ1340
 MJ1340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (SLH)
 MJ1340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0575 ***********************************************************************
 NO0575  DESIGNATION -  A 431
 NO0575  PID         -  NO0575
 NO0575  STATE/COUNTY-  NE/CHERRY
 NO0575  COUNTRY     -  US
 NO0575  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0575
 NO0575                         *CURRENT SURVEY CONTROL
 NO0575  ______________________________________________________________________
 NO0575* NAD 83(1986) POSITION- 42 52 33.87   (N) 100 33 04.44   (W)   HD_HELD1
 NO0575* NAVD 88 ORTHO HEIGHT -   788.301 (meters)     2586.28  (feet) ADJUSTED
 NO0575  ______________________________________________________________________
 NO0575  GEOID HEIGHT    -        -21.885 (meters)                     GEOID18
 NO0575  DYNAMIC HEIGHT  -        787.987 (meters)     2585.25  (feet) COMP
 NO0575  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 NO0575
 NO0575  VERT ORDER      -  FIRST     CLASS II
 NO0575
 NO0575.The horizontal coordinates were determined by differentially corrected
 NO0575.hand held GPS observations or other comparable positioning techniques
 NO0575.and have an estimated accuracy of +/- 3 meters.
 NO0575
 NO0575.The orthometric height was determined by differential leveling and
 NO0575.adjusted by the NATIONAL GEODETIC SURVEY
 NO0575.in June 1994.
 NO0575
 NO0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0575.GEOID18 height accuracy estimate available here.
 NO0575
 NO0575.Click photographs - Photos may exist for this station.
 NO0575
 NO0575.The dynamic height is computed by dividing the NAVD 88
 NO0575.geopotential number by the normal gravity value computed on the
 NO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0575.degrees latitude (g = 980.6199 gals.).
 NO0575
 NO0575.The modeled gravity was interpolated from observed gravity values.
 NO0575
 NO0575;                    North         East    Units  Estimated Accuracy
 NO0575;SPC NE       -   337,998.2     454,964.4     MT  (+/- 3 meters HH1 GPS) 
 NO0575
 NO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7330648220(NAD 83)
 NO0575
 NO0575                          SUPERSEDED SURVEY CONTROL
 NO0575
 NO0575.No superseded survey control is available for this station.
 NO0575
 NO0575_MARKER: DV = VERTICAL CONTROL DISK
 NO0575_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NO0575_SP_SET: FOUNDATION
 NO0575_STAMPING: A 431 1992
 NO0575_MARK LOGO: NGS
 NO0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0575+STABILITY: POSITION/ELEVATION WELL
 NO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0575+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0575
 NO0575  HISTORY     - Date     Condition        Report By
 NO0575  HISTORY     - 1991     MONUMENTED       NGS
 NO0575  HISTORY     - 19920723 GOOD             NGS
 NO0575
 NO0575                          STATION DESCRIPTION
 NO0575
 NO0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0575'IN VALENTINE, SET VERTICALLY IN THE NORTH FACE OF THE COURTHOUSE AT
 NO0575'365 NORTH MAIN STREET, 39.8 M (130.6 FT) WEST OF THE STREET
 NO0575'CENTERLINE, 18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 NO0575'83, 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE, AND 0.9 M (3.0 FT) EAST
 NO0575'OF THE NORTHWEST CORNER OF THE BUILDING.
 NO0575
 NO0575                          STATION RECOVERY (1992)
 NO0575
 NO0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0575'IN VALENTINE, SET VERTICALLY IN THE NORTH FACE OF THE COURTHOUSE AT
 NO0575'365 NORTH MAIN STREET, 39.7 M (130.2 FT) WEST OF THE CENTERLINE OF
 NO0575'MAIN STREET, 18.2 M (59.7 FT) SOUTH OF THE CENTER OF 4TH STREET, 0.9
 NO0575'M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.5 M (1.6 FT) EAST OF THE
 NO0575'NORTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0546 ***********************************************************************
 NO0546  DESIGNATION -  A 432
 NO0546  PID         -  NO0546
 NO0546  STATE/COUNTY-  NE/CHERRY
 NO0546  COUNTRY     -  US
 NO0546  USGS QUAD   -  SQUARE LAKE (2017)
 NO0546
 NO0546                         *CURRENT SURVEY CONTROL
 NO0546  ______________________________________________________________________
 NO0546* NAD 83(1986) POSITION- 42 28 02.     (N) 100 55 08.     (W)   SCALED
 NO0546* NAVD 88 ORTHO HEIGHT -   990.023 (meters)     3248.10  (feet) ADJUSTED
 NO0546  ______________________________________________________________________
 NO0546  GEOID HEIGHT    -        -20.686 (meters)                     GEOID18
 NO0546  DYNAMIC HEIGHT  -        989.565 (meters)     3246.60  (feet) COMP
 NO0546  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 NO0546
 NO0546  VERT ORDER      -  FIRST     CLASS II
 NO0546
 NO0546.The horizontal coordinates were scaled from a map and have
 NO0546.an estimated accuracy of +/- 6 seconds.
 NO0546
 NO0546.The orthometric height was determined by differential leveling and
 NO0546.adjusted by the NATIONAL GEODETIC SURVEY
 NO0546.in June 1994.
 NO0546
 NO0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0546.GEOID18 height accuracy estimate available here.
 NO0546
 NO0546.Click photographs - Photos may exist for this station.
 NO0546
 NO0546.The dynamic height is computed by dividing the NAVD 88
 NO0546.geopotential number by the normal gravity value computed on the
 NO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0546.degrees latitude (g = 980.6199 gals.).
 NO0546
 NO0546.The modeled gravity was interpolated from observed gravity values.
 NO0546
 NO0546;                    North         East    Units  Estimated Accuracy
 NO0546;SPC NE       -   292,840.      424,450.      MT  (+/- 180 meters Scaled)
 NO0546
 NO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN422034(NAD 83)
 NO0546
 NO0546                          SUPERSEDED SURVEY CONTROL
 NO0546
 NO0546  NGVD 29 (02/14/92)  989.733  (m)         3247.15   (f) ADJUSTED    1 2
 NO0546
 NO0546.Superseded values are not recommended for survey control.
 NO0546
 NO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0546.See file dsdata.pdf to determine how the superseded data were derived.
 NO0546
 NO0546_MARKER: I = METAL ROD
 NO0546_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0546_STAMPING: A 432 1991
 NO0546_MARK LOGO: NGS
 NO0546_PROJECTION: FLUSH
 NO0546_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0546+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0546_ROD/PIPE-DEPTH: 23.0 meters
 NO0546_SLEEVE-DEPTH  : 0.9 meters
 NO0546
 NO0546  HISTORY     - Date     Condition        Report By
 NO0546  HISTORY     - 1991     MONUMENTED       NGS
 NO0546
 NO0546                          STATION DESCRIPTION
 NO0546
 NO0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0546'55.6 KM (34.55 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0546'OF STATE HIGHWAY 2 IN MULLEN, 35.9 M (117.8 FT) SOUTH OF THE HIGHWAY
 NO0546'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 NO0546'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0546'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 NO0546'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0565 ***********************************************************************
 NO0565  DESIGNATION -  A 433
 NO0565  PID         -  NO0565
 NO0565  STATE/COUNTY-  NE/CHERRY
 NO0565  COUNTRY     -  US
 NO0565  USGS QUAD   -  MULLEN NE (2017)
 NO0565
 NO0565                         *CURRENT SURVEY CONTROL
 NO0565  ______________________________________________________________________
 NO0565* NAD 83(1986) POSITION- 42 09 50.     (N) 101 02 11.     (W)   SCALED
 NO0565* NAVD 88 ORTHO HEIGHT -   999.976 (meters)     3280.75  (feet) ADJUSTED
 NO0565  ______________________________________________________________________
 NO0565  GEOID HEIGHT    -        -20.648 (meters)                     GEOID18
 NO0565  DYNAMIC HEIGHT  -        999.452 (meters)     3279.04  (feet) COMP
 NO0565  MODELED GRAVITY -    980,064.2   (mgal)                       NAVD 88
 NO0565
 NO0565  VERT ORDER      -  FIRST     CLASS II
 NO0565
 NO0565.The horizontal coordinates were scaled from a map and have
 NO0565.an estimated accuracy of +/- 6 seconds.
 NO0565
 NO0565.The orthometric height was determined by differential leveling and
 NO0565.adjusted by the NATIONAL GEODETIC SURVEY
 NO0565.in June 1994.
 NO0565
 NO0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0565.GEOID18 height accuracy estimate available here.
 NO0565
 NO0565.Click photographs - Photos may exist for this station.
 NO0565
 NO0565.The dynamic height is computed by dividing the NAVD 88
 NO0565.geopotential number by the normal gravity value computed on the
 NO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0565.degrees latitude (g = 980.6199 gals.).
 NO0565
 NO0565.The modeled gravity was interpolated from observed gravity values.
 NO0565
 NO0565;                    North         East    Units  Estimated Accuracy
 NO0565;SPC NE       -   259,270.      414,380.      MT  (+/- 180 meters Scaled)
 NO0565
 NO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317699(NAD 83)
 NO0565
 NO0565                          SUPERSEDED SURVEY CONTROL
 NO0565
 NO0565  NGVD 29 (02/14/92)  999.655  (m)         3279.70   (f) ADJUSTED    1 2
 NO0565
 NO0565.Superseded values are not recommended for survey control.
 NO0565
 NO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0565.See file dsdata.pdf to determine how the superseded data were derived.
 NO0565
 NO0565_MARKER: I = METAL ROD
 NO0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0565_STAMPING: A 433 1991
 NO0565_MARK LOGO: NGS
 NO0565_PROJECTION: FLUSH
 NO0565_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0565+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0565_ROD/PIPE-DEPTH: 14.5 meters
 NO0565
 NO0565  HISTORY     - Date     Condition        Report By
 NO0565  HISTORY     - 1991     MONUMENTED       NGS
 NO0565
 NO0565                          STATION DESCRIPTION
 NO0565
 NO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0565'13.8 KM (8.55 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0565'OF STATE HIGHWAY 2 IN MULLEN, 48.4 M (158.8 FT) SOUTH OF THE CENTER
 NO0565'OF A FIELD ENTRANCE, 19.4 M (63.6 FT) EAST OF AND LEVEL WITH THE
 NO0565'HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 NO0565'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0527 ***********************************************************************
 MM0527  DESIGNATION -  A 434
 MM0527  PID         -  MM0527
 MM0527  STATE/COUNTY-  NE/HOOKER
 MM0527  COUNTRY     -  US
 MM0527  USGS QUAD   -  SHIMMINS LAKE (2017)
 MM0527
 MM0527                         *CURRENT SURVEY CONTROL
 MM0527  ______________________________________________________________________
 MM0527* NAD 83(1986) POSITION- 41 46 48.     (N) 100 58 37.     (W)   SCALED
 MM0527* NAVD 88 ORTHO HEIGHT -  1003.756 (meters)     3293.16  (feet) ADJUSTED
 MM0527  ______________________________________________________________________
 MM0527  GEOID HEIGHT    -        -21.009 (meters)                     GEOID18
 MM0527  DYNAMIC HEIGHT  -       1003.202 (meters)     3291.34  (feet) COMP
 MM0527  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 MM0527
 MM0527  VERT ORDER      -  FIRST     CLASS II
 MM0527
 MM0527.The horizontal coordinates were scaled from a map and have
 MM0527.an estimated accuracy of +/- 6 seconds.
 MM0527
 MM0527.The orthometric height was determined by differential leveling and
 MM0527.adjusted by the NATIONAL GEODETIC SURVEY
 MM0527.in June 1994.
 MM0527
 MM0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0527.GEOID18 height accuracy estimate available here.
 MM0527
 MM0527.Click photographs - Photos may exist for this station.
 MM0527
 MM0527.The dynamic height is computed by dividing the NAVD 88
 MM0527.geopotential number by the normal gravity value computed on the
 MM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0527.degrees latitude (g = 980.6199 gals.).
 MM0527
 MM0527.The modeled gravity was interpolated from observed gravity values.
 MM0527
 MM0527;                    North         East    Units  Estimated Accuracy
 MM0527;SPC NE       -   216,590.      418,810.      MT  (+/- 180 meters Scaled)
 MM0527
 MM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM357272(NAD 83)
 MM0527
 MM0527                          SUPERSEDED SURVEY CONTROL
 MM0527
 MM0527  NGVD 29 (02/14/92) 1003.420  (m)         3292.05   (f) ADJUSTED    1 2
 MM0527
 MM0527.Superseded values are not recommended for survey control.
 MM0527
 MM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0527.See file dsdata.pdf to determine how the superseded data were derived.
 MM0527
 MM0527_MARKER: I = METAL ROD
 MM0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0527_STAMPING: A 434 1991
 MM0527_MARK LOGO: NGS
 MM0527_PROJECTION: FLUSH
 MM0527_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0527+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0527_ROD/PIPE-DEPTH: 13.1 meters
 MM0527
 MM0527  HISTORY     - Date     Condition        Report By
 MM0527  HISTORY     - 1991     MONUMENTED       NGS
 MM0527
 MM0527                          STATION DESCRIPTION
 MM0527
 MM0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0527'25.8 KM (16.05 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0527'COURTHOUSE IN TRYON, 37.8 M (124.0 FT) SOUTHEAST OF THE CENTER OF THE
 MM0527'DUNWELL RANCH ENTRANCE ROAD, 29.4 M (96.5 FT) SOUTHEAST OF A FENCE
 MM0527'CORNER, 18.6 M (61.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.6 M
 MM0527'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST
 MM0527'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 MM0527'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1436 ***********************************************************************
 LH1436  DESIGNATION -  A 435
 LH1436  PID         -  LH1436
 LH1436  STATE/COUNTY-  NE/DAWSON
 LH1436  COUNTRY     -  US
 LH1436  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1436
 LH1436                         *CURRENT SURVEY CONTROL
 LH1436  ______________________________________________________________________
 LH1436* NAD 83(1986) POSITION- 40 43 34.     (N) 099 26 43.     (W)   SCALED
 LH1436* NAVD 88 ORTHO HEIGHT -   697.101 (meters)     2287.07  (feet) ADJUSTED
 LH1436  ______________________________________________________________________
 LH1436  GEOID HEIGHT    -        -24.245 (meters)                     GEOID18
 LH1436  DYNAMIC HEIGHT  -        696.689 (meters)     2285.72  (feet) COMP
 LH1436  MODELED GRAVITY -    980,011.2   (mgal)                       NAVD 88
 LH1436
 LH1436  VERT ORDER      -  FIRST     CLASS II
 LH1436
 LH1436.The horizontal coordinates were scaled from a map and have
 LH1436.an estimated accuracy of +/- 6 seconds.
 LH1436
 LH1436.The orthometric height was determined by differential leveling and
 LH1436.adjusted by the NATIONAL GEODETIC SURVEY
 LH1436.in May 1993.
 LH1436
 LH1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1436.GEOID18 height accuracy estimate available here.
 LH1436
 LH1436.Click photographs - Photos may exist for this station.
 LH1436
 LH1436.The dynamic height is computed by dividing the NAVD 88
 LH1436.geopotential number by the normal gravity value computed on the
 LH1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1436.degrees latitude (g = 980.6199 gals.).
 LH1436
 LH1436.The modeled gravity was interpolated from observed gravity values.
 LH1436
 LH1436;                    North         East    Units  Estimated Accuracy
 LH1436;SPC NE       -    99,270.      546,850.      MT  (+/- 180 meters Scaled)
 LH1436
 LH1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML623084(NAD 83)
 LH1436
 LH1436                          SUPERSEDED SURVEY CONTROL
 LH1436
 LH1436  NGVD 29 (02/14/92)  696.834  (m)         2286.20   (f) ADJUSTED    1 2
 LH1436
 LH1436.Superseded values are not recommended for survey control.
 LH1436
 LH1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1436.See file dsdata.pdf to determine how the superseded data were derived.
 LH1436
 LH1436_MARKER: I = METAL ROD
 LH1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1436_STAMPING: A 435 1991
 LH1436_MARK LOGO: NGS
 LH1436_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1436_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1436+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1436_ROD/PIPE-DEPTH: 13.6 meters
 LH1436
 LH1436  HISTORY     - Date     Condition        Report By
 LH1436  HISTORY     - 1991     MONUMENTED       NGS
 LH1436
 LH1436                          STATION DESCRIPTION
 LH1436
 LH1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1436'5.3 KM (3.30 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1436'U.S. HIGHWAY 183 IN ELM CREEK, 29.0 M (95.1 FT) SOUTH OF THE
 LH1436'CENTERLINE OF THE HIGHWAY, 27.0 M (88.6 FT) EAST OF THE CENTER OF A
 LH1436'PAVED ROAD, 12.8 M (42.0 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH1436'PACIFIC RAILROAD, 1.0 M (3.3 FT) WEST OF A UTILITY POLE, 0.8 M (2.6
 LH1436'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A
 LH1436'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LH1436'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1462 ***********************************************************************
 LH1462  DESIGNATION -  A 436
 LH1462  PID         -  LH1462
 LH1462  STATE/COUNTY-  NE/HALL
 LH1462  COUNTRY     -  US
 LH1462  USGS QUAD   -  GRAND ISLAND (2017)
 LH1462
 LH1462                         *CURRENT SURVEY CONTROL
 LH1462  ______________________________________________________________________
 LH1462* NAD 83(1986) POSITION- 40 54 56.     (N) 098 21 57.     (W)   SCALED
 LH1462* NAVD 88 ORTHO HEIGHT -   572.792 (meters)     1879.24  (feet) ADJUSTED
 LH1462  ______________________________________________________________________
 LH1462  GEOID HEIGHT    -        -25.026 (meters)                     GEOID18
 LH1462  DYNAMIC HEIGHT  -        572.490 (meters)     1878.24  (feet) COMP
 LH1462  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LH1462
 LH1462  VERT ORDER      -  FIRST     CLASS II
 LH1462
 LH1462.The horizontal coordinates were scaled from a map and have
 LH1462.an estimated accuracy of +/- 6 seconds.
 LH1462
 LH1462.The orthometric height was determined by differential leveling and
 LH1462.adjusted by the NATIONAL GEODETIC SURVEY
 LH1462.in May 1993.
 LH1462
 LH1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1462.GEOID18 height accuracy estimate available here.
 LH1462
 LH1462.Click photographs - Photos may exist for this station.
 LH1462
 LH1462.The dynamic height is computed by dividing the NAVD 88
 LH1462.geopotential number by the normal gravity value computed on the
 LH1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1462.degrees latitude (g = 980.6199 gals.).
 LH1462
 LH1462.The modeled gravity was interpolated from observed gravity values.
 LH1462
 LH1462;                    North         East    Units  Estimated Accuracy
 LH1462;SPC NE       -   121,460.      637,620.      MT  (+/- 180 meters Scaled)
 LH1462
 LH1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL534295(NAD 83)
 LH1462
 LH1462                          SUPERSEDED SURVEY CONTROL
 LH1462
 LH1462  NGVD 29 (02/14/92)  572.545  (m)         1878.42   (f) ADJUSTED    1 2
 LH1462
 LH1462.Superseded values are not recommended for survey control.
 LH1462
 LH1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1462.See file dsdata.pdf to determine how the superseded data were derived.
 LH1462
 LH1462_MARKER: DV = VERTICAL CONTROL DISK
 LH1462_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1462_SP_SET: PILE CAP
 LH1462_STAMPING: A 436 1991
 LH1462_MARK LOGO: NGS
 LH1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1462+STABILITY: POSITION/ELEVATION WELL
 LH1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1462+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1462
 LH1462  HISTORY     - Date     Condition        Report By
 LH1462  HISTORY     - 1991     MONUMENTED       NGS
 LH1462
 LH1462                          STATION DESCRIPTION
 LH1462
 LH1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1462'IN GRAND ISLAND, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND THE
 LH1462'UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 LH1462'CONCRETE PILE CAP FOR THE 2ND PIER EAST OF THE WEST ABUTMENT OF A
 LH1462'HIGHWAY OVERPASS OF THE RAILROAD, 54.0 M (177.2 FT) NORTHWEST OF THE
 LH1462'CENTER OF WEST 3RD STREET, 12.3 M (40.4 FT) SOUTHEAST OF THE NEAR
 LH1462'RAIL OF THE MAIN TRACK, 9.2 M (30.2 FT) SOUTHWEST OF THE NORTHEAST
 LH1462'END OF THE PIER, 3.9 M (12.8 FT) NORTHEAST OF THE CENTER OF THE
 LH1462'OVERPASS, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1256 ***********************************************************************
 LG1256  DESIGNATION -  A 437
 LG1256  PID         -  LG1256
 LG1256  STATE/COUNTY-  NE/CLAY
 LG1256  COUNTRY     -  US
 LG1256  USGS QUAD   -  SARONVILLE (2017)
 LG1256
 LG1256                         *CURRENT SURVEY CONTROL
 LG1256  ______________________________________________________________________
 LG1256* NAD 83(1986) POSITION- 40 34 57.     (N) 097 59 43.     (W)   SCALED
 LG1256* NAVD 88 ORTHO HEIGHT -   535.557 (meters)     1757.07  (feet) ADJUSTED
 LG1256  ______________________________________________________________________
 LG1256  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 LG1256  DYNAMIC HEIGHT  -        535.260 (meters)     1756.10  (feet) COMP
 LG1256  MODELED GRAVITY -    980,053.0   (mgal)                       NAVD 88
 LG1256
 LG1256  VERT ORDER      -  FIRST     CLASS II
 LG1256
 LG1256.The horizontal coordinates were scaled from a map and have
 LG1256.an estimated accuracy of +/- 6 seconds.
 LG1256
 LG1256.The orthometric height was determined by differential leveling and
 LG1256.adjusted by the NATIONAL GEODETIC SURVEY
 LG1256.in May 1993.
 LG1256
 LG1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1256.GEOID18 height accuracy estimate available here.
 LG1256
 LG1256.Click photographs - Photos may exist for this station.
 LG1256
 LG1256.The dynamic height is computed by dividing the NAVD 88
 LG1256.geopotential number by the normal gravity value computed on the
 LG1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1256.degrees latitude (g = 980.6199 gals.).
 LG1256
 LG1256.The modeled gravity was interpolated from observed gravity values.
 LG1256
 LG1256;                    North         East    Units  Estimated Accuracy
 LG1256;SPC NE       -    85,150.      669,680.      MT  (+/- 180 meters Scaled)
 LG1256
 LG1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK850928(NAD 83)
 LG1256
 LG1256                          SUPERSEDED SURVEY CONTROL
 LG1256
 LG1256.No superseded survey control is available for this station.
 LG1256
 LG1256_MARKER: I = METAL ROD
 LG1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1256_STAMPING: A 437 1991
 LG1256_MARK LOGO: NGS
 LG1256_PROJECTION: FLUSH
 LG1256_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1256+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1256_ROD/PIPE-DEPTH: 6.8 meters
 LG1256
 LG1256  HISTORY     - Date     Condition        Report By
 LG1256  HISTORY     - 1991     MONUMENTED       NGS
 LG1256
 LG1256                          STATION DESCRIPTION
 LG1256
 LG1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1256'35.1 KM (21.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1256'OF U.S. HIGHWAY 281 IN HASTINGS, AT THE INTERSECTION OF STATE
 LG1256'HIGHWAY 14, 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1256'11.6 M (38.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6
 LG1256'FT) WEST OF A RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 LG1256'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 LG1256'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1289 ***********************************************************************
 LG1289  DESIGNATION -  A 438
 LG1289  PID         -  LG1289
 LG1289  STATE/COUNTY-  NE/SALINE
 LG1289  COUNTRY     -  US
 LG1289  USGS QUAD   -  DORCHESTER (2017)
 LG1289
 LG1289                         *CURRENT SURVEY CONTROL
 LG1289  ______________________________________________________________________
 LG1289* NAD 83(1986) POSITION- 40 38 45.6    (N) 097 06 55.6    (W)   HD_HELD2
 LG1289* NAVD 88 ORTHO HEIGHT -   454.921 (meters)     1492.52  (feet) ADJUSTED
 LG1289  ______________________________________________________________________
 LG1289  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 LG1289  DYNAMIC HEIGHT  -        454.669 (meters)     1491.69  (feet) COMP
 LG1289  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 LG1289
 LG1289  VERT ORDER      -  FIRST     CLASS II
 LG1289
 LG1289.The horizontal coordinates were established by autonomous hand held GPS
 LG1289.observations and have an estimated accuracy of +/- 10 meters.
 LG1289
 LG1289.The orthometric height was determined by differential leveling and
 LG1289.adjusted by the NATIONAL GEODETIC SURVEY
 LG1289.in May 1993.
 LG1289
 LG1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1289.GEOID18 height accuracy estimate available here.
 LG1289
 LG1289.Click photographs - Photos may exist for this station.
 LG1289
 LG1289.The dynamic height is computed by dividing the NAVD 88
 LG1289.geopotential number by the normal gravity value computed on the
 LG1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1289.degrees latitude (g = 980.6199 gals.).
 LG1289
 LG1289.The modeled gravity was interpolated from observed gravity values.
 LG1289
 LG1289;                    North         East    Units  Estimated Accuracy
 LG1289;SPC NE       -    94,298.      743,885.      MT  (+/- 10 meters HH2 GPS)
 LG1289
 LG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5934301168(NAD 83)
 LG1289
 LG1289                          SUPERSEDED SURVEY CONTROL
 LG1289
 LG1289.No superseded survey control is available for this station.
 LG1289
 LG1289_MARKER: DV = VERTICAL CONTROL DISK
 LG1289_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1289_SP_SET: GRAIN ELEVATOR
 LG1289_STAMPING: A 438 1991
 LG1289_MARK LOGO: NGS
 LG1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1289+STABILITY: POSITION/ELEVATION WELL
 LG1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1289+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1289
 LG1289  HISTORY     - Date     Condition        Report By
 LG1289  HISTORY     - 1991     MONUMENTED       NGS
 LG1289
 LG1289                          STATION DESCRIPTION
 LG1289
 LG1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1289'IN DORCHESTER, SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY
 LG1289'OF 4 CONCRETE GRAIN ELEVATORS AT THE DORCHESTER FARMERS CO-OPERATIVE
 LG1289'AT 203 WEST DEPOT STREET, 10.0 M (32.8 FT) SOUTH OF THE CENTER OF THE
 LG1289'STREET, 2.6 M (8.5 FT) EAST OF THE NORTHWEST CORNER OF THE ELEVATOR,
 LG1289'AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON
 LG1289'PROPERTY OWNED BY DORCHESTER FARMERS COOPERATIVE, CONTACT--ALVIN
 LG1289'KALKWARF, GENERAL MANAGER, BOX 263, DORCHESTER, NE 68343, TELEPHONE
 LG1289'NUMBER (402) 946-2211.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1324 ***********************************************************************
 LG1324  DESIGNATION -  A 439
 LG1324  PID         -  LG1324
 LG1324  STATE/COUNTY-  NE/LANCASTER
 LG1324  COUNTRY     -  US
 LG1324  USGS QUAD   -  LINCOLN (2017)
 LG1324
 LG1324                         *CURRENT SURVEY CONTROL
 LG1324  ______________________________________________________________________
 LG1324* NAD 83(1986) POSITION- 40 45 08.0    (N) 096 38 13.9    (W)   HD_HELD2
 LG1324* NAVD 88 ORTHO HEIGHT -   391.871 (meters)     1285.66  (feet) ADJUSTED
 LG1324  ______________________________________________________________________
 LG1324  GEOID HEIGHT    -        -25.869 (meters)                     GEOID18
 LG1324  DYNAMIC HEIGHT  -        391.702 (meters)     1285.11  (feet) COMP
 LG1324  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 LG1324
 LG1324  VERT ORDER      -  FIRST     CLASS II
 LG1324
 LG1324.The horizontal coordinates were established by autonomous hand held GPS
 LG1324.observations and have an estimated accuracy of +/- 10 meters.
 LG1324
 LG1324.The orthometric height was determined by differential leveling and
 LG1324.adjusted by the NATIONAL GEODETIC SURVEY
 LG1324.in May 1993.
 LG1324
 LG1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1324.GEOID18 height accuracy estimate available here.
 LG1324
 LG1324.Click photographs - Photos may exist for this station.
 LG1324
 LG1324.The dynamic height is computed by dividing the NAVD 88
 LG1324.geopotential number by the normal gravity value computed on the
 LG1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1324.degrees latitude (g = 980.6199 gals.).
 LG1324
 LG1324.The modeled gravity was interpolated from observed gravity values.
 LG1324
 LG1324;                    North         East    Units  Estimated Accuracy
 LG1324;SPC NE       -   107,543.      783,843.      MT  (+/- 10 meters HH2 GPS)
 LG1324
 LG1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9946613937(NAD 83)
 LG1324
 LG1324                          SUPERSEDED SURVEY CONTROL
 LG1324
 LG1324.No superseded survey control is available for this station.
 LG1324
 LG1324_MARKER: F = FLANGE-ENCASED ROD
 LG1324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1324_STAMPING: A 439 1991
 LG1324_MARK LOGO: NGS
 LG1324_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1324_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1324+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 LG1324_ROD/PIPE-DEPTH: 7.8 meters
 LG1324
 LG1324  HISTORY     - Date     Condition        Report By
 LG1324  HISTORY     - 1991     MONUMENTED       NGS
 LG1324  HISTORY     - 20050730 GOOD             GEOCAC
 LG1324  HISTORY     - 20070813 GOOD             GEOCAC
 LG1324
 LG1324                          STATION DESCRIPTION
 LG1324
 LG1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1324'6.1 KM (3.80 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1324'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 27.6 M (90.6 FT)
 LG1324'NORTHEAST OF A RIGHT-OF-WAY POST, 25.4 M (83.3 FT) NORTHWEST OF THE
 LG1324'CENTER OF AN ACCESS ROAD, 24.0 M (78.7 FT) SOUTHWEST OF THE
 LG1324'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 15.8 M (51.8 FT)
 LG1324'WEST-SOUTHWEST OF A UTILITY LIGHT POLE, 1.0 M (3.3 FT) BELOW THE
 LG1324'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A RIGHT-OF-WAY
 LG1324'POST, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LG1324'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1324
 LG1324                          STATION RECOVERY (2005)
 LG1324
 LG1324'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1324'RECOVERED IN GOOD CONDITION.
 LG1324
 LG1324                          STATION RECOVERY (2007)
 LG1324
 LG1324'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 LG1324'THE AREA HAS BEEN REGRADED DUE TO THE CONSTRUCTION OF A LARGE HOME
 LG1324'CENTER. STATE HIGHWAY 2 HAS BEEN WIDEN TO 4 LANES. THE ACCESS ROAD AND
 LG1324'UTILITY LIGHT POLE HAVE BEEN REMOVED.
 LG1324'
 LG1324'ADD TO THE DESCRIPTION THE FOLLOWING - 11.9 M (39.2 FT) WEST-SOUTHWEST
 LG1324'OF THE WEST BOLT ON A LIGHT POLE BASE, 0.48 M (1.6 FT) NORTHWEST OF A
 LG1324'CONCRETE RIGHT-OF-WAY MARKER, AND 0.45 M (1.5 FT) NORTHWEST OF A
 LG1324'CARSONITE WITNESS POST. THE DATUM POINT IS 33.0 CM (13 INCHES) BELOW
 LG1324'THE SURFACE OF THE GROUND, AND THE LOGO CAP LID IS 25.4 CM (10 INCHES)
 LG1324'BELOW THE GROUND. THE LID IS NOT ATTACHED TO THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1350 ***********************************************************************
 LG1350  DESIGNATION -  A 440
 LG1350  PID         -  LG1350
 LG1350  STATE/COUNTY-  NE/OTOE
 LG1350  COUNTRY     -  US
 LG1350  USGS QUAD   -  DUNBAR (2017)
 LG1350
 LG1350                         *CURRENT SURVEY CONTROL
 LG1350  ______________________________________________________________________
 LG1350* NAD 83(1986) POSITION- 40 40 04.32   (N) 096 00 06.00   (W)   HD_HELD1
 LG1350* NAVD 88 ORTHO HEIGHT -   349.729 (meters)     1147.40  (feet) ADJUSTED
 LG1350  ______________________________________________________________________
 LG1350  GEOID HEIGHT    -        -28.549 (meters)                     GEOID18
 LG1350  DYNAMIC HEIGHT  -        349.546 (meters)     1146.80  (feet) COMP
 LG1350  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 LG1350
 LG1350  VERT ORDER      -  FIRST     CLASS II
 LG1350
 LG1350.The horizontal coordinates were determined by differentially corrected
 LG1350.hand held GPS observations or other comparable positioning techniques
 LG1350.and have an estimated accuracy of +/- 3 meters.
 LG1350
 LG1350.The orthometric height was determined by differential leveling and
 LG1350.adjusted by the NATIONAL GEODETIC SURVEY
 LG1350.in May 1993.
 LG1350
 LG1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1350.GEOID18 height accuracy estimate available here.
 LG1350
 LG1350.Click photographs - Photos may exist for this station.
 LG1350
 LG1350.The dynamic height is computed by dividing the NAVD 88
 LG1350.geopotential number by the normal gravity value computed on the
 LG1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1350.degrees latitude (g = 980.6199 gals.).
 LG1350
 LG1350.The modeled gravity was interpolated from observed gravity values.
 LG1350
 LG1350;                    North         East    Units  Estimated Accuracy
 LG1350;SPC NE       -   100,471.5     837,883.5     MT  (+/- 3 meters HH1 GPS) 
 LG1350
 LG1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5344306211(NAD 83)
 LG1350
 LG1350                          SUPERSEDED SURVEY CONTROL
 LG1350
 LG1350.No superseded survey control is available for this station.
 LG1350
 LG1350_MARKER: F = FLANGE-ENCASED ROD
 LG1350_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1350_STAMPING: A 440 1991
 LG1350_MARK LOGO: NGS
 LG1350_PROJECTION: RECESSED 9 CENTIMETERS
 LG1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1350+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2020
 LG1350_ROD/PIPE-DEPTH: 7.9 meters
 LG1350_SLEEVE-DEPTH  : 0.9 meters
 LG1350
 LG1350  HISTORY     - Date     Condition        Report By
 LG1350  HISTORY     - 1991     MONUMENTED       NGS
 LG1350  HISTORY     - 20060118 GOOD             GEOCAC
 LG1350  HISTORY     - 20200224 GOOD             NEGS
 LG1350
 LG1350                          STATION DESCRIPTION
 LG1350
 LG1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1350'12.3 KM (7.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LG1350'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 19.5 M (64.0
 LG1350'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT) WEST OF
 LG1350'THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) WEST-NORTHWEST OF THE
 LG1350'NORTH END OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LG1350'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A
 LG1350'RIGHT-OF-WAY POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LG1350'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LG1350'FOR A CLASS A MARK.
 LG1350
 LG1350                          STATION RECOVERY (2006)
 LG1350
 LG1350'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LG1350'ON THE SOUTH SIDE OF CR-I (OLD SH-2) AND ABOUT 0.8 KM WEST OF CR-50.
 LG1350
 LG1350                          STATION RECOVERY (2020)
 LG1350
 LG1350'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 LG1350'TO REACH FROM THE JUNCTION OF HIGHWAY 2 AND HIGHWAY 67 NORTH OF
 LG1350'DUNBAR, GO SOUTH ON HIGHWAY 67 FOR 0.24 MI (0.39 KM) TO THE
 LG1350'INTERSECTION OF HIGHWAY 67 AND OLD HIGHWAY 2 (I ROAD).  TURN LEFT
 LG1350'(EAST) AND GO APPROXIMATELY 1.55 MI (2.49 KM) TO THE BENCH MARK ON THE
 LG1350'RIGHT (SOUTH).
 LG1350'
 LG1350'IT IS 13.1 FT (4.0 M) WEST OF THE CENTER OF A TRACK ROAD (FIELD
 LG1350'ENTRANCE), 3.3 FT (1.0 M) WEST-NORTHWEST OF THE NORTH END OF A FENCE,
 LG1350'1.0 FT (0.3 M) EAST OF A WITNESS POST AND 0.7 FT (21 CM) NORTH OF A
 LG1350'RIGHT-OF-WAY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1391 ***********************************************************************
 LG1391  DESIGNATION -  A 441
 LG1391  PID         -  LG1391
 LG1391  STATE/COUNTY-  NE/LANCASTER
 LG1391  COUNTRY     -  US
 LG1391  USGS QUAD   -  WALTON (2017)
 LG1391
 LG1391                         *CURRENT SURVEY CONTROL
 LG1391  ______________________________________________________________________
 LG1391* NAD 83(1986) POSITION- 40 45 52.6    (N) 096 36 22.7    (W)   HD_HELD2
 LG1391* NAVD 88 ORTHO HEIGHT -   406.287 (meters)     1332.96  (feet) ADJUSTED
 LG1391  ______________________________________________________________________
 LG1391  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 LG1391  DYNAMIC HEIGHT  -        406.113 (meters)     1332.39  (feet) COMP
 LG1391  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 LG1391
 LG1391  VERT ORDER      -  FIRST     CLASS II
 LG1391
 LG1391.The horizontal coordinates were established by autonomous hand held GPS
 LG1391.observations and have an estimated accuracy of +/- 10 meters.
 LG1391
 LG1391.The orthometric height was determined by differential leveling and
 LG1391.adjusted by the NATIONAL GEODETIC SURVEY
 LG1391.in May 1993.
 LG1391
 LG1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1391.GEOID18 height accuracy estimate available here.
 LG1391
 LG1391.Click photographs - Photos may exist for this station.
 LG1391
 LG1391.The dynamic height is computed by dividing the NAVD 88
 LG1391.geopotential number by the normal gravity value computed on the
 LG1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1391.degrees latitude (g = 980.6199 gals.).
 LG1391
 LG1391.The modeled gravity was interpolated from observed gravity values.
 LG1391
 LG1391;                    North         East    Units  Estimated Accuracy
 LG1391;SPC NE       -   109,020.      786,395.      MT  (+/- 10 meters HH2 GPS)
 LG1391
 LG1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0203615383(NAD 83)
 LG1391
 LG1391                          SUPERSEDED SURVEY CONTROL
 LG1391
 LG1391.No superseded survey control is available for this station.
 LG1391
 LG1391_MARKER: I = METAL ROD
 LG1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1391_STAMPING: A 441 1992
 LG1391_MARK LOGO: NGS
 LG1391_PROJECTION: FLUSH
 LG1391_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1391+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1391_ROD/PIPE-DEPTH: 5.8 meters
 LG1391
 LG1391  HISTORY     - Date     Condition        Report By
 LG1391  HISTORY     - 1992     MONUMENTED       NGS
 LG1391
 LG1391                          STATION DESCRIPTION
 LG1391
 LG1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1391'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1391'OFFICE IN LINCOLN, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1391'STREET, 15.3 M (50.2 FT) WEST OF THE STREET CENTERLINE, 11.0 M
 LG1391'(36.1 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO MANDARIN
 LG1391'CIRCLE, 1.6 M (5.2 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, AND 0.4 M
 LG1391'(1.3 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 LG1391'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9072 ***********************************************************************
 DG9072  DESIGNATION -  A 441 RESET
 DG9072  PID         -  DG9072
 DG9072  STATE/COUNTY-  NE/LANCASTER
 DG9072  COUNTRY     -  US
 DG9072  USGS QUAD   -  WALTON (2017)
 DG9072
 DG9072                         *CURRENT SURVEY CONTROL
 DG9072  ______________________________________________________________________
 DG9072* NAD 83(1986) POSITION- 40 45 52.6    (N) 096 36 22.7    (W)   HD_HELD2
 DG9072* NAVD 88 ORTHO HEIGHT -   405.86  (meters)     1331.6   (feet) RESET
 DG9072  ______________________________________________________________________
 DG9072  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 DG9072  VERT ORDER      -  THIRD
 DG9072
 DG9072.The horizontal coordinates were established by autonomous hand held GPS
 DG9072.observations and have an estimated accuracy of +/- 10 meters.
 DG9072
 DG9072.The orthometric height was computed from unverified reset data.
 DG9072
 DG9072.No vertical observational check was made to the station.
 DG9072
 DG9072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9072.GEOID18 height accuracy estimate available here.
 DG9072
 DG9072.Click photographs - Photos may exist for this station.
 DG9072
 DG9072;                    North         East    Units  Estimated Accuracy
 DG9072;SPC NE       -   109,020.      786,395.      MT  (+/- 10 meters HH2 GPS)
 DG9072
 DG9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0203615383(NAD 83)
 DG9072
 DG9072                          SUPERSEDED SURVEY CONTROL
 DG9072
 DG9072.No superseded survey control is available for this station.
 DG9072
 DG9072_MARKER: DV = VERTICAL CONTROL DISK
 DG9072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9072_STAMPING: BM A-441 RESET 2004
 DG9072_MARK LOGO: NGS
 DG9072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9072+STABILITY: SURFACE MOTION
 DG9072
 DG9072  HISTORY     - Date     Condition        Report By
 DG9072  HISTORY     - 2004     MONUMENTED       NEDR
 DG9072
 DG9072                          STATION DESCRIPTION
 DG9072
 DG9072'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9072'NEAR TOWN LINCOLN, FROM 84TH AND OLD CHENEY INTERSECTION, GO NORTH
 DG9072'APPROXIMATELY 0.70 MILE (1.13 KM) TO MANDARIN CIRCLE (SOUTH ENTRANCE)
 DG9072'TURN LEFT (WEST) AND GO APPROXIMATELY 160 FEET (48.8 M) TO BM, 108.15
 DG9072'FEET (32.96 M) NORTHNORTHWEST TO SOUTHWEST CORNER OF HOUSE NO 4844
 DG9072'MANDARIN.  121.00 FEET (36.88 M) EAST TO CENTER OF MANHOLE COVER, 3.45
 DG9072'FEET (1.05 M) SOUTH TO BOTTOM OF FIBERGLASS WITNESS SIGN, 70.17 FEET
 DG9072'(21.39 M) WEST TO TOP CHAIN LINK CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2462 ***********************************************************************
 AI2462  DESIGNATION -  A 442
 AI2462  PID         -  AI2462
 AI2462  STATE/COUNTY-  NE/PIERCE
 AI2462  COUNTRY     -  US
 AI2462  USGS QUAD   -  PIERCE NW (2017)
 AI2462
 AI2462                         *CURRENT SURVEY CONTROL
 AI2462  ______________________________________________________________________
 AI2462* NAD 83(1986) POSITION- 42 12 23.23   (N) 097 38 17.11   (W)   HD_HELD1
 AI2462* NAVD 88 ORTHO HEIGHT -   512.570 (meters)     1681.66  (feet) ADJUSTED
 AI2462  ______________________________________________________________________
 AI2462  GEOID HEIGHT    -        -24.888 (meters)                     GEOID18
 AI2462  DYNAMIC HEIGHT  -        512.375 (meters)     1681.02  (feet) COMP
 AI2462  MODELED GRAVITY -    980,223.9   (mgal)                       NAVD 88
 AI2462
 AI2462  VERT ORDER      -  SECOND    CLASS I
 AI2462
 AI2462.The horizontal coordinates were determined by differentially corrected
 AI2462.hand held GPS observations or other comparable positioning techniques
 AI2462.and have an estimated accuracy of +/- 3 meters.
 AI2462
 AI2462.The orthometric height was determined by differential leveling and
 AI2462.adjusted by the NATIONAL GEODETIC SURVEY
 AI2462.in July 2002.
 AI2462
 AI2462.No vertical observational check was made to the station.
 AI2462
 AI2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2462.GEOID18 height accuracy estimate available here.
 AI2462
 AI2462.Click photographs - Photos may exist for this station.
 AI2462
 AI2462.The dynamic height is computed by dividing the NAVD 88
 AI2462.geopotential number by the normal gravity value computed on the
 AI2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2462.degrees latitude (g = 980.6199 gals.).
 AI2462
 AI2462.The modeled gravity was interpolated from observed gravity values.
 AI2462
 AI2462;                    North         East    Units  Estimated Accuracy
 AI2462;SPC NE       -   266,146.6     694,976.3     MT  (+/- 3 meters HH1 GPS) 
 AI2462
 AI2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1242673596(NAD 83)
 AI2462
 AI2462                          SUPERSEDED SURVEY CONTROL
 AI2462
 AI2462.No superseded survey control is available for this station.
 AI2462
 AI2462_MARKER: F = FLANGE-ENCASED ROD
 AI2462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2462_STAMPING: A 442 1999
 AI2462_MARK LOGO: NGS
 AI2462_PROJECTION: FLUSH
 AI2462_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2462+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2020
 AI2462_ROD/PIPE-DEPTH: 17.1 meters
 AI2462_SLEEVE-DEPTH  : 0.9 meters
 AI2462
 AI2462  HISTORY     - Date     Condition        Report By
 AI2462  HISTORY     - 1999     MONUMENTED       NGS
 AI2462  HISTORY     - 20201116 GOOD             NEGS
 AI2462
 AI2462                          STATION DESCRIPTION
 AI2462
 AI2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2462'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2462'IN PIERCE, THENCE 8.4 KM (5.20 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2462'162.9 M (534.4 FT) EAST OF THE CENTER OF 544 AVENUE, 15.2 M (49.9 FT)
 AI2462'NORTH OF THE ROAD CENTER, 6.8 M (22.3 FT) EAST OF THE CENTER OF A
 AI2462'GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 AI2462'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI2462'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI2462'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD
 AI2462'RIGHT-OF-WAY.
 AI2462
 AI2462                          STATION RECOVERY (2020)
 AI2462
 AI2462'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 AI2462'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 13 AND NE. HIGHWAY 98 IN
 AI2462'PIERCE, NE., GO NORTH THEN NORTHWEST ON NE. HIGHWAY 13 FOR
 AI2462'APPROXIMATELY 0.67 MI (1.08 KM) TO INTERSECTION WITH 854TH ROAD.  TURN
 AI2462'LEFT (WEST) ON 854TH ROAD AND GO APPROXIMATELY 5.23 MI (8.42 KM) TO
 AI2462'THE MARK ON THE RIGHT (NORTH).  THE MARK IS 10.4 FT (3.2 M) EAST OF
 AI2462'NAIL IN THE TOP OF GATE POST, 21 FT (6.4 M) EAST OF THE CENTERLINE
 AI2462'FIELD DRIVE NORTH, 1.2 FT (0.4 M) SOUTH OF BOTTOM OF ORANGE CARSONITE
 AI2462'WITNESS, 50 FT (15.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 854TH
 AI2462'AND 520 FT (158.5 M) EAST OF THE CENTERLINE OF COUNTY ROAD 544TH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0398 ***********************************************************************
 LH0398  DESIGNATION -  A 5
 LH0398  PID         -  LH0398
 LH0398  STATE/COUNTY-  NE/BUFFALO
 LH0398  COUNTRY     -  US
 LH0398  USGS QUAD   -  SHELTON (2017)
 LH0398
 LH0398                         *CURRENT SURVEY CONTROL
 LH0398  ______________________________________________________________________
 LH0398* NAD 83(1986) POSITION- 40 46 47.55   (N) 098 44 06.85   (W)   HD_HELD1
 LH0398* NAVD 88 ORTHO HEIGHT -   615.296 (meters)     2018.68  (feet) ADJUSTED
 LH0398  ______________________________________________________________________
 LH0398  GEOID HEIGHT    -        -24.712 (meters)                     GEOID18
 LH0398  DYNAMIC HEIGHT  -        614.957 (meters)     2017.57  (feet) COMP
 LH0398  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 LH0398
 LH0398  VERT ORDER      -  FIRST     CLASS II
 LH0398
 LH0398.The horizontal coordinates were determined by differentially corrected
 LH0398.hand held GPS observations or other comparable positioning techniques
 LH0398.and have an estimated accuracy of +/- 3 meters.
 LH0398
 LH0398.The orthometric height was determined by differential leveling and
 LH0398.adjusted by the NATIONAL GEODETIC SURVEY
 LH0398.in June 1991.
 LH0398
 LH0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0398.GEOID18 height accuracy estimate available here.
 LH0398
 LH0398.Click photographs - Photos may exist for this station.
 LH0398
 LH0398.The dynamic height is computed by dividing the NAVD 88
 LH0398.geopotential number by the normal gravity value computed on the
 LH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0398.degrees latitude (g = 980.6199 gals.).
 LH0398
 LH0398.The modeled gravity was interpolated from observed gravity values.
 LH0398
 LH0398;                    North         East    Units  Estimated Accuracy
 LH0398;SPC NE       -   105,873.3     606,732.6     MT  (+/- 3 meters HH1 GPS) 
 LH0398
 LH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2234014355(NAD 83)
 LH0398
 LH0398                          SUPERSEDED SURVEY CONTROL
 LH0398
 LH0398  NGVD 29 (02/14/92)  615.038  (m)         2017.84   (f) ADJUSTED    1 2
 LH0398  NGVD 29 (??/??/87)  615.038  (m)         2017.84   (f) SUPERSEDED  1 2
 LH0398
 LH0398.Superseded values are not recommended for survey control.
 LH0398
 LH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0398.See file dsdata.pdf to determine how the superseded data were derived.
 LH0398
 LH0398_MARKER: DB = BENCH MARK DISK
 LH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0398_STAMPING: A 5 1933 2017.837
 LH0398_MARK LOGO: CGS
 LH0398_PROJECTION: RECESSED 21 CENTIMETERS
 LH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0398+STABILITY: SURFACE MOTION
 LH0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0398+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2017
 LH0398
 LH0398  HISTORY     - Date     Condition        Report By
 LH0398  HISTORY     - 1933     MONUMENTED       CGS
 LH0398  HISTORY     - 1949     GOOD             CGS
 LH0398  HISTORY     - 19911008 GOOD             NGS
 LH0398  HISTORY     - 20170228 GOOD             NEGS
 LH0398
 LH0398                          STATION DESCRIPTION
 LH0398
 LH0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0398'AT SHELTON.
 LH0398'AT SHELTON, BUFFALO COUNTY, AT THE UNION PACIFIC RAILROAD STATION,
 LH0398'76.7 FEET NORTH OF A POINT 15 FEET WEST OF THE NORTHWEST CORNER,
 LH0398'ABOUT 126 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 LH0398'61 FEET EAST OF CULVERT MARKER 169.90, IN A PARK, 26.6 FEET NORTH
 LH0398'OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 7 FEET NORTH OF
 LH0398'THE IRON FENCE BOUNDING THE SOUTH SIDE OF THE PARK.  A STANDARD
 LH0398'DISK, STAMPED 2017.837 A 5 1933 AND SET IN THE TOP OF A
 LH0398'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0398
 LH0398                          STATION RECOVERY (1949)
 LH0398
 LH0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0398'RECOVERED IN GOOD CONDITION.
 LH0398
 LH0398                          STATION RECOVERY (1991)
 LH0398
 LH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0398'IN SHELTON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND D STREET,
 LH0398'NEAR THE SOUTHWEST CORNER OF A CITY PARK, 38.3 M (125.7 FT) SOUTH OF
 LH0398'AND LEVEL WITH THE HIGHWAY CENTERLINE, 30.2 M (99.1 FT) EAST OF THE
 LH0398'SOUTHEAST CORNER OF A RAILROAD UTILITY BOX, 19.2 M (63.0 FT)
 LH0398'SOUTH-SOUTHWEST OF THE MOST WESTERLY OF 3 WATER FAUCETS, 9.0 M (29.5
 LH0398'FT) EAST OF THE EXTENDED CENTER OF THE STREET, 8.2 M (26.9 FT) NORTH
 LH0398'OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 3.6 M (11.8 FT)
 LH0398'WEST-SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE, AND THE MONUMENT
 LH0398'IS RECESSES 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  NOTE--THIS MARK
 LH0398'WAS USED AS AN AZIMUTH MARK FOR SHELTON EAST BASE RESET.
 LH0398
 LH0398                          STATION RECOVERY (2017)
 LH0398
 LH0398'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LH0398'FOUND GOOD,
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0044 ***********************************************************************
 MO0044  DESIGNATION -  A 50
 MO0044  PID         -  MO0044
 MO0044  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0044  COUNTRY     -  US
 MO0044  USGS QUAD   -  LYMAN (2017)
 MO0044
 MO0044                         *CURRENT SURVEY CONTROL
 MO0044  ______________________________________________________________________
 MO0044* NAD 83(1986) POSITION- 41 59 59.     (N) 104 02 49.     (W)   SCALED
 MO0044* NAVD 88 ORTHO HEIGHT -  1232.084 (meters)     4042.26  (feet) ADJUSTED
 MO0044  ______________________________________________________________________
 MO0044  GEOID HEIGHT    -        -17.981 (meters)                     GEOID18
 MO0044  DYNAMIC HEIGHT  -       1231.299 (meters)     4039.69  (feet) COMP
 MO0044  MODELED GRAVITY -    979,942.8   (mgal)                       NAVD 88
 MO0044
 MO0044  VERT ORDER      -  SECOND    CLASS 0
 MO0044
 MO0044.The horizontal coordinates were scaled from a map and have
 MO0044.an estimated accuracy of +/- 6 seconds.
 MO0044
 MO0044.The orthometric height was determined by differential leveling and
 MO0044.adjusted by the NATIONAL GEODETIC SURVEY
 MO0044.in June 1991.
 MO0044
 MO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0044.GEOID18 height accuracy estimate available here.
 MO0044
 MO0044.Click photographs - Photos may exist for this station.
 MO0044
 MO0044.The dynamic height is computed by dividing the NAVD 88
 MO0044.geopotential number by the normal gravity value computed on the
 MO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0044.degrees latitude (g = 980.6199 gals.).
 MO0044
 MO0044.The modeled gravity was interpolated from observed gravity values.
 MO0044
 MO0044;                    North         East    Units  Estimated Accuracy
 MO0044;SPC NE       -   248,370.      164,930.      MT  (+/- 180 meters Scaled)
 MO0044
 MO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG789501(NAD 83)
 MO0044
 MO0044                          SUPERSEDED SURVEY CONTROL
 MO0044
 MO0044  NGVD 29 (??/??/92) 1231.368  (m)         4039.91   (f) ADJ UNCH    2 0
 MO0044
 MO0044.Superseded values are not recommended for survey control.
 MO0044
 MO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0044.See file dsdata.pdf to determine how the superseded data were derived.
 MO0044
 MO0044_MARKER: DB = BENCH MARK DISK
 MO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0044_STAMPING: A 50 1934
 MO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0044+STABILITY: SURFACE MOTION
 MO0044
 MO0044  HISTORY     - Date     Condition        Report By
 MO0044  HISTORY     - 1934     MONUMENTED       CGS
 MO0044  HISTORY     - 1942     GOOD             CGS
 MO0044
 MO0044                          STATION DESCRIPTION
 MO0044
 MO0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MO0044'AT HENRY.
 MO0044'AT HENRY, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON AND
 MO0044'QUINCY RR, AT MILEAGE 53+74, 9.0 FEET W OF THE NW CORNER OF THE
 MO0044'STATION, IN THE NE CORNER OF A SMALL PARK, 16.8 FEET S OF THE
 MO0044'S RAIL, 1.0 FOOT S OF THE N FENCE, AND 1.0 FOOT W OF THE E FENCE.
 MO0044'A STANDARD DISK, STAMPED A 50 1934 AND SET IN THE TOP OF
 MO0044'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0176 ***********************************************************************
 MN0176  DESIGNATION -  A 51
 MN0176  PID         -  MN0176
 MN0176  STATE/COUNTY-  NE/MORRILL
 MN0176  COUNTRY     -  US
 MN0176  USGS QUAD   -  BAYARD (2017)
 MN0176
 MN0176                         *CURRENT SURVEY CONTROL
 MN0176  ______________________________________________________________________
 MN0176* NAD 83(1986) POSITION- 41 45 05.     (N) 103 19 28.     (W)   SCALED
 MN0176* NAVD 88 ORTHO HEIGHT -  1145.936 (meters)     3759.63  (feet) ADJUSTED
 MN0176  ______________________________________________________________________
 MN0176  GEOID HEIGHT    -        -19.481 (meters)                     GEOID18
 MN0176  DYNAMIC HEIGHT  -       1145.201 (meters)     3757.21  (feet) COMP
 MN0176  MODELED GRAVITY -    979,942.2   (mgal)                       NAVD 88
 MN0176
 MN0176  VERT ORDER      -  SECOND    CLASS 0
 MN0176
 MN0176.The horizontal coordinates were scaled from a map and have
 MN0176.an estimated accuracy of +/- 6 seconds.
 MN0176
 MN0176.The orthometric height was determined by differential leveling and
 MN0176.adjusted by the NATIONAL GEODETIC SURVEY
 MN0176.in June 1991.
 MN0176
 MN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0176.GEOID18 height accuracy estimate available here.
 MN0176
 MN0176.Click photographs - Photos may exist for this station.
 MN0176
 MN0176.The dynamic height is computed by dividing the NAVD 88
 MN0176.geopotential number by the normal gravity value computed on the
 MN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0176.degrees latitude (g = 980.6199 gals.).
 MN0176
 MN0176.The modeled gravity was interpolated from observed gravity values.
 MN0176
 MN0176;                    North         East    Units  Estimated Accuracy
 MN0176;SPC NE       -   218,270.      223,660.      MT  (+/- 180 meters Scaled)
 MN0176
 MN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG393235(NAD 83)
 MN0176
 MN0176                          SUPERSEDED SURVEY CONTROL
 MN0176
 MN0176  NGVD 29 (??/??/92) 1145.327  (m)         3757.63   (f) ADJ UNCH    2 0
 MN0176
 MN0176.Superseded values are not recommended for survey control.
 MN0176
 MN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0176.See file dsdata.pdf to determine how the superseded data were derived.
 MN0176
 MN0176_MARKER: DB = BENCH MARK DISK
 MN0176_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0176+WITH SETTING: PAVEMENT
 MN0176_SP_SET: WATER TANK FOOTING
 MN0176_STAMPING: A 51 1934
 MN0176_MARK LOGO: CGS
 MN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0176+STABILITY: SURFACE MOTION
 MN0176
 MN0176  HISTORY     - Date     Condition        Report By
 MN0176  HISTORY     - 1934     MONUMENTED       CGS
 MN0176  HISTORY     - 1942     GOOD             CGS
 MN0176
 MN0176                          STATION DESCRIPTION
 MN0176
 MN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0176'AT BAYARD.
 MN0176'AT BAYARD, MORRILL COUNTY, ON THE CHICAGO, BURLINGTON AND
 MN0176'QUINCY RAILROAD, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 12, SOUTH
 MN0176'OF THE STATION, AT THE WATER TANK, IN THE NORTH CORNER OF THE
 MN0176'NORTH CONCRETE FOOTING, 15.8 FEET NORTH OF THE CENTER LINE OF THE
 MN0176'TANK, AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST FACE OF THE FOOTING.
 MN0176'A STANDARD DISK, STAMPED A 51 1934.
 MN0176
 MN0176                          STATION RECOVERY (1942)
 MN0176
 MN0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0677 ***********************************************************************
 MN0677  DESIGNATION -  A 51 RESET
 MN0677  PID         -  MN0677
 MN0677  STATE/COUNTY-  NE/MORRILL
 MN0677  COUNTRY     -  US
 MN0677  USGS QUAD   -  BAYARD (2017)
 MN0677
 MN0677                         *CURRENT SURVEY CONTROL
 MN0677  ______________________________________________________________________
 MN0677* NAD 83(1986) POSITION- 41 45 05.     (N) 103 19 28.     (W)   SCALED
 MN0677* NAVD 88 ORTHO HEIGHT -  1144.62  (meters)     3755.3   (feet) RESET
 MN0677  ______________________________________________________________________
 MN0677  GEOID HEIGHT    -        -19.481 (meters)                     GEOID18
 MN0677  VERT ORDER      -  THIRD
 MN0677
 MN0677.The horizontal coordinates were scaled from a map and have
 MN0677.an estimated accuracy of +/- 6 seconds.
 MN0677
 MN0677.The orthometric height was computed from unverified reset data.
 MN0677
 MN0677.No vertical observational check was made to the station.
 MN0677
 MN0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0677.GEOID18 height accuracy estimate available here.
 MN0677
 MN0677.Click photographs - Photos may exist for this station.
 MN0677
 MN0677;                    North         East    Units  Estimated Accuracy
 MN0677;SPC NE       -   218,270.      223,660.      MT  (+/- 180 meters Scaled)
 MN0677
 MN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG393235(NAD 83)
 MN0677
 MN0677                          SUPERSEDED SURVEY CONTROL
 MN0677
 MN0677  NGVD 29 (01/31/13) 1144.01   (m)         3753.3    (f) RESET       3  
 MN0677
 MN0677.Superseded values are not recommended for survey control.
 MN0677
 MN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0677.See file dsdata.pdf to determine how the superseded data were derived.
 MN0677
 MN0677_MARKER: DV = VERTICAL CONTROL DISK
 MN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0677_STAMPING: A 51 RESET 1986
 MN0677_MARK LOGO: NGS
 MN0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0677+STABILITY: SURFACE MOTION
 MN0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0677+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 MN0677
 MN0677  HISTORY     - Date     Condition        Report By
 MN0677  HISTORY     - 1986     MONUMENTED       NEDR
 MN0677  HISTORY     - 20100422 GOOD             AEROME
 MN0677
 MN0677                          STATION DESCRIPTION
 MN0677
 MN0677'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 MN0677'FROM THE INTERSECTION OF HIGHWAYS 92 AND 26 GO NORTH ON 26 FOR
 MN0677'APPROXIMATELY 2.35 MILES, GO SOUTH 364 FEET (110.9 M) FROM THE SOUTH
 MN0677'TRACK OF THE MAINLINE OF THE BURLINGTON NORTHERN RAILROAD TO STATION
 MN0677'MARKING 7+00 MARKED IN CONCRETE ON THE WEST EDGE OF THE HIGHWAY, MARK
 MN0677'IS 1 FOOT (0.3 M) EAST OF A WITNESS POST.
 MN0677
 MN0677                          STATION RECOVERY (2010)
 MN0677
 MN0677'RECOVERY NOTE BY AERO METRIC INC 2010
 MN0677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0052 ***********************************************************************
 MN0052  DESIGNATION -  A 52
 MN0052  PID         -  MN0052
 MN0052  STATE/COUNTY-  NE/GARDEN
 MN0052  COUNTRY     -  US
 MN0052  USGS QUAD   -  COUMBE BLUFF (2017)
 MN0052
 MN0052                         *CURRENT SURVEY CONTROL
 MN0052  ______________________________________________________________________
 MN0052* NAD 83(1986) POSITION- 41 27 09.     (N) 102 28 57.     (W)   SCALED
 MN0052* NAVD 88 ORTHO HEIGHT -  1051.831 (meters)     3450.88  (feet) ADJUSTED
 MN0052  ______________________________________________________________________
 MN0052  GEOID HEIGHT    -        -19.941 (meters)                     GEOID18
 MN0052  DYNAMIC HEIGHT  -       1051.179 (meters)     3448.74  (feet) COMP
 MN0052  MODELED GRAVITY -    979,968.0   (mgal)                       NAVD 88
 MN0052
 MN0052  VERT ORDER      -  SECOND    CLASS 0
 MN0052
 MN0052.The horizontal coordinates were scaled from a map and have
 MN0052.an estimated accuracy of +/- 6 seconds.
 MN0052
 MN0052.The orthometric height was determined by differential leveling and
 MN0052.adjusted by the NATIONAL GEODETIC SURVEY
 MN0052.in June 1991.
 MN0052
 MN0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0052.GEOID18 height accuracy estimate available here.
 MN0052
 MN0052.Click photographs - Photos may exist for this station.
 MN0052
 MN0052.The dynamic height is computed by dividing the NAVD 88
 MN0052.geopotential number by the normal gravity value computed on the
 MN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0052.degrees latitude (g = 980.6199 gals.).
 MN0052
 MN0052.The modeled gravity was interpolated from observed gravity values.
 MN0052
 MN0052;                    North         East    Units  Estimated Accuracy
 MN0052;SPC NE       -   182,750.      292,670.      MT  (+/- 180 meters Scaled)
 MN0052
 MN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF102920(NAD 83)
 MN0052
 MN0052                          SUPERSEDED SURVEY CONTROL
 MN0052
 MN0052  NGVD 29 (??/??/92) 1051.324  (m)         3449.22   (f) ADJ UNCH    2 0
 MN0052
 MN0052.Superseded values are not recommended for survey control.
 MN0052
 MN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0052.See file dsdata.pdf to determine how the superseded data were derived.
 MN0052
 MN0052_MARKER: DB = BENCH MARK DISK
 MN0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0052_STAMPING: A 52 1934
 MN0052_MARK LOGO: CGS
 MN0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0052+STABILITY: SURFACE MOTION
 MN0052
 MN0052  HISTORY     - Date     Condition        Report By
 MN0052  HISTORY     - 1934     MONUMENTED       CGS
 MN0052  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0052
 MN0052                          STATION DESCRIPTION
 MN0052
 MN0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0052'7.8 MI W FROM OSHKOSH.
 MN0052'ABOUT 7.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0052'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 11 POLES EAST OF MILEPOST
 MN0052'79, ABOUT 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PUBLIC
 MN0052'SCHOOLHOUSE, 44 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 MN0052'AND ABOUT 95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26.
 MN0052'A STANDARD DISK, STAMPED A 52 1934 AND SET IN THE TOP OF A CONCRETE
 MN0052'POST.  NOTE-- OLD SCHOOLHOUSE THAT IS LISTED IN DESCRIPTION HAS
 MN0052'BEEN REMOVED.  ALSO IT IS VERY POSSIBLE THAT BM HAS BEEN COVERED
 MN0052'UP WITH BLOW SAND.
 MN0052
 MN0052                          STATION RECOVERY (1971)
 MN0052
 MN0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0027 ***********************************************************************
 MN0027  DESIGNATION -  A 53
 MN0027  PID         -  MN0027
 MN0027  STATE/COUNTY-  NE/DEUEL
 MN0027  COUNTRY     -  US
 MN0027  USGS QUAD   -  CHAPPELL (2017)
 MN0027
 MN0027                         *CURRENT SURVEY CONTROL
 MN0027  ______________________________________________________________________
 MN0027* NAD 83(1986) POSITION- 41 05 36.     (N) 102 27 41.     (W)   SCALED
 MN0027* NAVD 88 ORTHO HEIGHT -  1129.795 (meters)     3706.67  (feet) ADJUSTED
 MN0027  ______________________________________________________________________
 MN0027  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 MN0027  DYNAMIC HEIGHT  -       1129.053 (meters)     3704.23  (feet) COMP
 MN0027  MODELED GRAVITY -    979,928.1   (mgal)                       NAVD 88
 MN0027
 MN0027  VERT ORDER      -  SECOND    CLASS 0
 MN0027
 MN0027.The horizontal coordinates were scaled from a map and have
 MN0027.an estimated accuracy of +/- 6 seconds.
 MN0027
 MN0027.The orthometric height was determined by differential leveling and
 MN0027.adjusted by the NATIONAL GEODETIC SURVEY
 MN0027.in June 1991.
 MN0027
 MN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0027.GEOID18 height accuracy estimate available here.
 MN0027
 MN0027.Click photographs - Photos may exist for this station.
 MN0027
 MN0027.The dynamic height is computed by dividing the NAVD 88
 MN0027.geopotential number by the normal gravity value computed on the
 MN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0027.degrees latitude (g = 980.6199 gals.).
 MN0027
 MN0027.The modeled gravity was interpolated from observed gravity values.
 MN0027
 MN0027;                    North         East    Units  Estimated Accuracy
 MN0027;SPC NE       -   142,840.      293,300.      MT  (+/- 180 meters Scaled)
 MN0027
 MN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF132522(NAD 83)
 MN0027
 MN0027                          SUPERSEDED SURVEY CONTROL
 MN0027
 MN0027  NGVD 29 (??/??/92) 1129.304  (m)         3705.06   (f) ADJ UNCH    2 0
 MN0027
 MN0027.Superseded values are not recommended for survey control.
 MN0027
 MN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0027.See file dsdata.pdf to determine how the superseded data were derived.
 MN0027
 MN0027_MARKER: DB = BENCH MARK DISK
 MN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0027_STAMPING: A 53 1934
 MN0027_MARK LOGO: CGS
 MN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0027+STABILITY: SURFACE MOTION
 MN0027
 MN0027  HISTORY     - Date     Condition        Report By
 MN0027  HISTORY     - 1934     MONUMENTED       CGS
 MN0027  HISTORY     - 1960     MARK NOT FOUND   USGS
 MN0027
 MN0027                          STATION DESCRIPTION
 MN0027
 MN0027'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MN0027'AT CHAPPELL.
 MN0027'AT CHAPPELL, DEUEL COUNTY, 150 FEET SOUTHEAST OF THE SOUTHEAST
 MN0027'CORNER OF THE HIGH SCHOOL, 400 FEET NORTH OF THE CENTERLINE OF
 MN0027'U.S. HIGHWAY 30, 33 FEET WEST OF THE CENTERLINE OF A STREET, AND
 MN0027'10 FEET NORTH OF THE NORTH END OF THE ATHLETIC FIELD.  A STANDARD
 MN0027'DISK, STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0027'NOTE-- BELIEVED DESTROYED WHEN NEW ADDITION TO SCHOOLHOUSE WAS
 MN0027'BUILT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0276 ***********************************************************************
 MN0276  DESIGNATION -  A 54
 MN0276  PID         -  MN0276
 MN0276  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0276  COUNTRY     -  US
 MN0276  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0276
 MN0276                         *CURRENT SURVEY CONTROL
 MN0276  ______________________________________________________________________
 MN0276* NAD 83(1986) POSITION- 41 49 16.     (N) 103 40 30.     (W)   SCALED
 MN0276* NAVD 88 ORTHO HEIGHT -  1209.322 (meters)     3967.58  (feet) ADJUSTED
 MN0276  ______________________________________________________________________
 MN0276  GEOID HEIGHT    -        -18.980 (meters)                     GEOID18
 MN0276  DYNAMIC HEIGHT  -       1208.534 (meters)     3965.00  (feet) COMP
 MN0276  MODELED GRAVITY -    979,930.0   (mgal)                       NAVD 88
 MN0276
 MN0276  VERT ORDER      -  SECOND    CLASS 0
 MN0276
 MN0276.The horizontal coordinates were scaled from a map and have
 MN0276.an estimated accuracy of +/- 6 seconds.
 MN0276
 MN0276.The orthometric height was determined by differential leveling and
 MN0276.adjusted by the NATIONAL GEODETIC SURVEY
 MN0276.in June 1991.
 MN0276
 MN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0276.GEOID18 height accuracy estimate available here.
 MN0276
 MN0276.Click photographs - Photos may exist for this station.
 MN0276
 MN0276.The dynamic height is computed by dividing the NAVD 88
 MN0276.geopotential number by the normal gravity value computed on the
 MN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0276.degrees latitude (g = 980.6199 gals.).
 MN0276
 MN0276.The modeled gravity was interpolated from observed gravity values.
 MN0276
 MN0276;                    North         East    Units  Estimated Accuracy
 MN0276;SPC NE       -   227,180.      194,860.      MT  (+/- 180 meters Scaled)
 MN0276
 MN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG100307(NAD 83)
 MN0276
 MN0276                          SUPERSEDED SURVEY CONTROL
 MN0276
 MN0276  NGVD 29 (??/??/92) 1208.667  (m)         3965.44   (f) ADJ UNCH    2 0
 MN0276
 MN0276.Superseded values are not recommended for survey control.
 MN0276
 MN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0276.See file dsdata.pdf to determine how the superseded data were derived.
 MN0276
 MN0276_MARKER: DB = BENCH MARK DISK
 MN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0276_STAMPING: A 54 1934
 MN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0276+STABILITY: SURFACE MOTION
 MN0276
 MN0276  HISTORY     - Date     Condition        Report By
 MN0276  HISTORY     - 1934     MONUMENTED       CGS
 MN0276  HISTORY     - 1963     MARK NOT FOUND   CGS
 MN0276
 MN0276                          STATION DESCRIPTION
 MN0276
 MN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0276'1.1 MI SW FROM GERING.
 MN0276'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 MN0276'COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, ABOUT 191 FEET SOUTH
 MN0276'OF STATE HIGHWAY 86, 54 FEET WEST OF THE CENTER LINE OF THE
 MN0276'HIGHWAY, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0276'DISK, STAMPED A 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0276
 MN0276                          STATION RECOVERY (1963)
 MN0276
 MN0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0238 ***********************************************************************
 MN0238  DESIGNATION -  A 55
 MN0238  PID         -  MN0238
 MN0238  STATE/COUNTY-  NE/KIMBALL
 MN0238  COUNTRY     -  US
 MN0238  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0238
 MN0238                         *CURRENT SURVEY CONTROL
 MN0238  ______________________________________________________________________
 MN0238* NAD 83(1986) POSITION- 41 17 36.     (N) 103 40 22.     (W)   SCALED
 MN0238* NAVD 88 ORTHO HEIGHT -  1485.448 (meters)     4873.51  (feet) ADJUSTED
 MN0238  ______________________________________________________________________
 MN0238  GEOID HEIGHT    -        -18.673 (meters)                     GEOID18
 MN0238  DYNAMIC HEIGHT  -       1484.374 (meters)     4869.98  (feet) COMP
 MN0238  MODELED GRAVITY -    979,847.4   (mgal)                       NAVD 88
 MN0238
 MN0238  VERT ORDER      -  SECOND    CLASS 0
 MN0238
 MN0238.The horizontal coordinates were scaled from a map and have
 MN0238.an estimated accuracy of +/- 6 seconds.
 MN0238
 MN0238.The orthometric height was determined by differential leveling and
 MN0238.adjusted by the NATIONAL GEODETIC SURVEY
 MN0238.in June 1991.
 MN0238
 MN0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0238.GEOID18 height accuracy estimate available here.
 MN0238
 MN0238.Click photographs - Photos may exist for this station.
 MN0238
 MN0238.The dynamic height is computed by dividing the NAVD 88
 MN0238.geopotential number by the normal gravity value computed on the
 MN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0238.degrees latitude (g = 980.6199 gals.).
 MN0238
 MN0238.The modeled gravity was interpolated from observed gravity values.
 MN0238
 MN0238;                    North         East    Units  Estimated Accuracy
 MN0238;SPC NE       -   168,630.      192,560.      MT  (+/- 180 meters Scaled)
 MN0238
 MN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF111721(NAD 83)
 MN0238
 MN0238                          SUPERSEDED SURVEY CONTROL
 MN0238
 MN0238  NGVD 29 (??/??/92) 1484.765  (m)         4871.27   (f) ADJ UNCH    2 0
 MN0238
 MN0238.Superseded values are not recommended for survey control.
 MN0238
 MN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0238.See file dsdata.pdf to determine how the superseded data were derived.
 MN0238
 MN0238_MARKER: DB = BENCH MARK DISK
 MN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0238_STAMPING: A 55 1934
 MN0238_MARK LOGO: CGS
 MN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0238+STABILITY: SURFACE MOTION
 MN0238
 MN0238  HISTORY     - Date     Condition        Report By
 MN0238  HISTORY     - 1934     MONUMENTED       CGS
 MN0238  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0238
 MN0238                          STATION DESCRIPTION
 MN0238
 MN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0238'4.5 MI N FROM KIMBALL.
 MN0238'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0238'AT KIMBALL, KIMBALL COUNTY, 30 FEET SOUTH OF THE SOUTH GUARD ON
 MN0238'A CULVERT, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3
 MN0238'FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 2 FEET SOUTH OF THE
 MN0238'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 55 1934 AND SET
 MN0238'IN THE TOP OF A CONCRETE POST.
 MN0238
 MN0238                          STATION RECOVERY (1974)
 MN0238
 MN0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0012 ***********************************************************************
 MN0012  DESIGNATION -  A 56
 MN0012  PID         -  MN0012
 MN0012  STATE/COUNTY-  NE/GARDEN
 MN0012  COUNTRY     -  US
 MN0012  USGS QUAD   -  MUMPER (2017)
 MN0012
 MN0012                         *CURRENT SURVEY CONTROL
 MN0012  ______________________________________________________________________
 MN0012* NAD 83(1986) POSITION- 41 47 34.02   (N) 102 26 14.90   (W)   HD_HELD1
 MN0012* NAVD 88 ORTHO HEIGHT -  1168.789 (meters)     3834.60  (feet) ADJUSTED
 MN0012  ______________________________________________________________________
 MN0012  GEOID HEIGHT    -        -19.374 (meters)                     GEOID18
 MN0012  DYNAMIC HEIGHT  -       1168.081 (meters)     3832.28  (feet) COMP
 MN0012  MODELED GRAVITY -    979,976.6   (mgal)                       NAVD 88
 MN0012
 MN0012  VERT ORDER      -  SECOND    CLASS 0
 MN0012
 MN0012.The horizontal coordinates were determined by differentially corrected
 MN0012.hand held GPS observations or other comparable positioning techniques
 MN0012.and have an estimated accuracy of +/- 3 meters.
 MN0012
 MN0012.The orthometric height was determined by differential leveling and
 MN0012.adjusted by the NATIONAL GEODETIC SURVEY
 MN0012.in June 1991.
 MN0012
 MN0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0012.GEOID18 height accuracy estimate available here.
 MN0012
 MN0012.Click photographs - Photos may exist for this station.
 MN0012
 MN0012.The dynamic height is computed by dividing the NAVD 88
 MN0012.geopotential number by the normal gravity value computed on the
 MN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0012.degrees latitude (g = 980.6199 gals.).
 MN0012
 MN0012.The modeled gravity was interpolated from observed gravity values.
 MN0012
 MN0012;                    North         East    Units  Estimated Accuracy
 MN0012;SPC NE       -   220,404.2     297,493.2     MT  (+/- 3 meters HH1 GPS) 
 MN0012
 MN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1291729943(NAD 83)
 MN0012
 MN0012                          SUPERSEDED SURVEY CONTROL
 MN0012
 MN0012  NGVD 29 (??/??/92) 1168.257  (m)         3832.86   (f) ADJ UNCH    2 0
 MN0012
 MN0012.Superseded values are not recommended for survey control.
 MN0012
 MN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0012.See file dsdata.pdf to determine how the superseded data were derived.
 MN0012
 MN0012_MARKER: DB = BENCH MARK DISK
 MN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0012_STAMPING: A 56 1934
 MN0012_MARK LOGO: CGS
 MN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0012+STABILITY: SURFACE MOTION
 MN0012
 MN0012  HISTORY     - Date     Condition        Report By
 MN0012  HISTORY     - 1934     MONUMENTED       CGS
 MN0012  HISTORY     - 1938     GOOD             CGS
 MN0012  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0012
 MN0012                          STATION DESCRIPTION
 MN0012
 MN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0012'30.8 MI N FROM OSHKOSH.
 MN0012'30.8 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0012'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0012'COUNTY, 0.3 MILE NORTH OF A GROUP OF FARM BUILDINGS, AND 27 FEET
 MN0012'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 MN0012'A 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0012
 MN0012                          STATION RECOVERY (1938)
 MN0012
 MN0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0012'RECOVERED IN GOOD CONDITION.
 MN0012
 MN0012                          STATION RECOVERY (1984)
 MN0012
 MN0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0432 ***********************************************************************
 NP0432  DESIGNATION -  A 57
 NP0432  PID         -  NP0432
 NP0432  STATE/COUNTY-  NE/SIOUX
 NP0432  COUNTRY     -  US
 NP0432  USGS QUAD   -  WHISTLE CREEK SE (2017)
 NP0432
 NP0432                         *CURRENT SURVEY CONTROL
 NP0432  ______________________________________________________________________
 NP0432* NAD 83(1986) POSITION- 42 17 36.     (N) 103 33 45.     (W)   SCALED
 NP0432* NAVD 88 ORTHO HEIGHT -  1412.746 (meters)     4634.98  (feet) POSTED
 NP0432  ______________________________________________________________________
 NP0432  GEOID HEIGHT    -        -17.949 (meters)                     GEOID18
 NP0432  DYNAMIC HEIGHT  -       1411.85  (meters)     4632.0   (feet) COMP
 NP0432  MODELED GRAVITY -    979,936.3   (mgal)                       NAVD 88
 NP0432
 NP0432  VERT ORDER      -  * POSTED, SEE BELOW
 NP0432
 NP0432.The horizontal coordinates were scaled from a map and have
 NP0432.an estimated accuracy of +/- 6 seconds.
 NP0432
 NP0432.The orthometric height was determined by differential leveling
 NP0432.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0432
 NP0432.* This is a POSTED BENCH MARK height.
 NP0432
 NP0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0432.GEOID18 height accuracy estimate available here.
 NP0432
 NP0432.Click photographs - Photos may exist for this station.
 NP0432
 NP0432.The dynamic height is computed by dividing the NAVD 88
 NP0432.geopotential number by the normal gravity value computed on the
 NP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0432.degrees latitude (g = 980.6199 gals.).
 NP0432
 NP0432.The modeled gravity was interpolated from observed gravity values.
 NP0432
 NP0432;                    North         East    Units  Estimated Accuracy
 NP0432;SPC NE       -   279,180.      206,360.      MT  (+/- 180 meters Scaled)
 NP0432
 NP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG185833(NAD 83)
 NP0432
 NP0432                          SUPERSEDED SURVEY CONTROL
 NP0432
 NP0432  NGVD 29 (??/??/92) 1412.013  (m)         4632.58   (f) ADJ UNCH    2 0
 NP0432
 NP0432.Superseded values are not recommended for survey control.
 NP0432
 NP0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0432.See file dsdata.pdf to determine how the superseded data were derived.
 NP0432
 NP0432_MARKER: DB = BENCH MARK DISK
 NP0432_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0432_STAMPING: A 57 1934
 NP0432_MARK LOGO: CGS
 NP0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0432
 NP0432  HISTORY     - Date     Condition        Report By
 NP0432  HISTORY     - 1934     MONUMENTED       CGS
 NP0432  HISTORY     - 1938     GOOD             CGS
 NP0432
 NP0432                          STATION DESCRIPTION
 NP0432
 NP0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0432'26.4 MI W FROM HEMINGFORD.
 NP0432'ALONG A COUNTY ROAD RUNNING INTO STATE HIGHWAY NO. 29 AT A
 NP0432'POINT 1 MILE NORTH OF A SITE KNOWN AS ALDINE, 26.4 MILES WEST
 NP0432'OF THE POST OFFICE AT HEMINGFORD, 43 FEET NORTH OF THE CENTER OF
 NP0432'THE ROAD, 1 FOOT SOUTH OF A RIGHT OF WAY FENCE, AT A POINT WHERE
 NP0432'THE ROAD TURNS SOUTH.  SET IN THE TOP OF A PRECAST CONCRETE
 NP0432'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0405 ***********************************************************************
 NP0405  DESIGNATION -  A 58
 NP0405  PID         -  NP0405
 NP0405  STATE/COUNTY-  NE/SIOUX
 NP0405  COUNTRY     -  US
 NP0405  USGS QUAD   -  HARRISON SE (2017)
 NP0405
 NP0405                         *CURRENT SURVEY CONTROL
 NP0405  ______________________________________________________________________
 NP0405* NAD 83(1986) POSITION- 42 32 18.     (N) 103 50 03.     (W)   SCALED
 NP0405* NAVD 88 ORTHO HEIGHT -  1455.929 (meters)     4776.66  (feet) POSTED
 NP0405  ______________________________________________________________________
 NP0405  GEOID HEIGHT    -        -16.721 (meters)                     GEOID18
 NP0405  DYNAMIC HEIGHT  -       1455.05  (meters)     4773.8   (feet) COMP
 NP0405  MODELED GRAVITY -    979,962.9   (mgal)                       NAVD 88
 NP0405
 NP0405  VERT ORDER      -  * POSTED, SEE BELOW
 NP0405
 NP0405.The horizontal coordinates were scaled from a map and have
 NP0405.an estimated accuracy of +/- 6 seconds.
 NP0405
 NP0405.The orthometric height was determined by differential leveling
 NP0405.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0405
 NP0405.* This is a POSTED BENCH MARK height.
 NP0405
 NP0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0405.GEOID18 height accuracy estimate available here.
 NP0405
 NP0405.Click photographs - Photos may exist for this station.
 NP0405
 NP0405.The dynamic height is computed by dividing the NAVD 88
 NP0405.geopotential number by the normal gravity value computed on the
 NP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0405.degrees latitude (g = 980.6199 gals.).
 NP0405
 NP0405.The modeled gravity was interpolated from observed gravity values.
 NP0405
 NP0405;                    North         East    Units  Estimated Accuracy
 NP0405;SPC NE       -   307,320.      185,190.      MT  (+/- 180 meters Scaled)
 NP0405
 NP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH957102(NAD 83)
 NP0405
 NP0405                          SUPERSEDED SURVEY CONTROL
 NP0405
 NP0405  NGVD 29 (??/??/92) 1455.222  (m)         4774.34   (f) ADJ UNCH    2 0
 NP0405
 NP0405.Superseded values are not recommended for survey control.
 NP0405
 NP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0405.See file dsdata.pdf to determine how the superseded data were derived.
 NP0405
 NP0405_MARKER: DB = BENCH MARK DISK
 NP0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0405_STAMPING: A 58 1934
 NP0405_MARK LOGO: CGS
 NP0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0405+STABILITY: SURFACE MOTION
 NP0405
 NP0405  HISTORY     - Date     Condition        Report By
 NP0405  HISTORY     - 1934     MONUMENTED       CGS
 NP0405  HISTORY     - 1974     GOOD             USGS
 NP0405
 NP0405                          STATION DESCRIPTION
 NP0405
 NP0405'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0405'12.4 MI S FROM HARRISON.
 NP0405'HARRISON COURTHOUSE, 12.4 MI. SOUTH OF ALONG STATE HWY. 29, 0.5
 NP0405'MI. SOUTH OF A GRADED COUNTY RD. LEADING EAST, THENCE 0.6 MI.
 NP0405'WEST ALONG A PASTURE RD., THENCE 0.5 MI. SOUTH ALONG THE OLD
 NP0405'HWY. 29 RD. SCAR, APPROX. 0.25 MI. SE. OF A WINDMILL, 38 FT. WEST
 NP0405'OF A WIRE GATE AND 21 FT. SOUTH OF A FENCE CORNER, 1.5 FT. EAST
 NP0405'OF THE FENCE, A STANDARD TABLET STAMPED A 58 1934 AND SET IN THE
 NP0405'TOP OF A CONCRETE POST PROJECTING 0.3 FT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0065 ***********************************************************************
 MN0065  DESIGNATION -  A 59
 MN0065  PID         -  MN0065
 MN0065  STATE/COUNTY-  NE/DEUEL
 MN0065  COUNTRY     -  US
 MN0065  USGS QUAD   -  CHAPPELL (2017)
 MN0065
 MN0065                         *CURRENT SURVEY CONTROL
 MN0065  ______________________________________________________________________
 MN0065* NAD 83(1986) POSITION- 41 01 28.15   (N) 102 23 40.15   (W)   HD_HELD1
 MN0065* NAVD 88 ORTHO HEIGHT -  1096.291 (meters)     3596.75  (feet) ADJUSTED
 MN0065  ______________________________________________________________________
 MN0065  GEOID HEIGHT    -        -20.197 (meters)                     GEOID18
 MN0065  DYNAMIC HEIGHT  -       1095.577 (meters)     3594.41  (feet) COMP
 MN0065  MODELED GRAVITY -    979,934.5   (mgal)                       NAVD 88
 MN0065
 MN0065  VERT ORDER      -  SECOND    CLASS 0
 MN0065
 MN0065.The horizontal coordinates were determined by differentially corrected
 MN0065.hand held GPS observations or other comparable positioning techniques
 MN0065.and have an estimated accuracy of +/- 3 meters.
 MN0065
 MN0065.The orthometric height was determined by differential leveling and
 MN0065.adjusted by the NATIONAL GEODETIC SURVEY
 MN0065.in June 1991.
 MN0065
 MN0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0065.GEOID18 height accuracy estimate available here.
 MN0065
 MN0065.Click photographs - Photos may exist for this station.
 MN0065
 MN0065.The dynamic height is computed by dividing the NAVD 88
 MN0065.geopotential number by the normal gravity value computed on the
 MN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0065.degrees latitude (g = 980.6199 gals.).
 MN0065
 MN0065.The modeled gravity was interpolated from observed gravity values.
 MN0065
 MN0065;                    North         East    Units  Estimated Accuracy
 MN0065;SPC NE       -   135,037.1     298,701.5     MT  (+/- 3 meters HH1 GPS) 
 MN0065
 MN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1905744745(NAD 83)
 MN0065
 MN0065                          SUPERSEDED SURVEY CONTROL
 MN0065
 MN0065  NGVD 29 (??/??/92) 1095.824  (m)         3595.22   (f) ADJ UNCH    2 0
 MN0065
 MN0065.Superseded values are not recommended for survey control.
 MN0065
 MN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0065.See file dsdata.pdf to determine how the superseded data were derived.
 MN0065
 MN0065_MARKER: DB = BENCH MARK DISK
 MN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0065_STAMPING: A 59 1934
 MN0065_MARK LOGO: CGS
 MN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0065+STABILITY: SURFACE MOTION
 MN0065
 MN0065  HISTORY     - Date     Condition        Report By
 MN0065  HISTORY     - 1934     MONUMENTED       CGS
 MN0065  HISTORY     - 1941     GOOD             CGS
 MN0065
 MN0065                          STATION DESCRIPTION
 MN0065
 MN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0065'8.6 MI NW FROM JULESBURG.
 MN0065'IN DEUEL COUNTY, NEBRASKA, 8.6 MILES NORTHWEST ALONG THE UNION
 MN0065'PACIFIC RAILROAD FROM THE STATION AT JULESBURG, SEDGWICK COUNTY,
 MN0065'COLORADO, 21 RAILS SOUTHEAST OF MILEPOST 374, 138 FEET SOUTHEAST
 MN0065'OF A SIGNAL BOX, AND 48 FEET NORTHEAST OF THE EAST RAIL OF THE
 MN0065'EAST DOUBLE TRACK.  A STANDARD DISK, STAMPED A 59 1934 AND SET
 MN0065'IN THE TOP OF A CONCRETE POST.
 MN0065
 MN0065                          STATION RECOVERY (1941)
 MN0065
 MN0065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0894 ***********************************************************************
 ML0894  DESIGNATION -  A 6
 ML0894  PID         -  ML0894
 ML0894  STATE/COUNTY-  NE/CUSTER
 ML0894  COUNTRY     -  US
 ML0894  USGS QUAD   -  WALWORTH (2017)
 ML0894
 ML0894                         *CURRENT SURVEY CONTROL
 ML0894  ______________________________________________________________________
 ML0894* NAD 83(1986) POSITION- 41 39 17.     (N) 099 33 43.     (W)   SCALED
 ML0894* NAVD 88 ORTHO HEIGHT -   730.110 (meters)     2395.37  (feet) ADJUSTED
 ML0894  ______________________________________________________________________
 ML0894  GEOID HEIGHT    -        -22.893 (meters)                     GEOID18
 ML0894  DYNAMIC HEIGHT  -        729.738 (meters)     2394.15  (feet) COMP
 ML0894  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 ML0894
 ML0894  VERT ORDER      -  SECOND    CLASS 0
 ML0894
 ML0894.The horizontal coordinates were scaled from a map and have
 ML0894.an estimated accuracy of +/- 6 seconds.
 ML0894
 ML0894.The orthometric height was determined by differential leveling and
 ML0894.adjusted by the NATIONAL GEODETIC SURVEY
 ML0894.in June 1991.
 ML0894
 ML0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0894.GEOID18 height accuracy estimate available here.
 ML0894
 ML0894.Click photographs - Photos may exist for this station.
 ML0894
 ML0894.The dynamic height is computed by dividing the NAVD 88
 ML0894.geopotential number by the normal gravity value computed on the
 ML0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0894.degrees latitude (g = 980.6199 gals.).
 ML0894
 ML0894.The modeled gravity was interpolated from observed gravity values.
 ML0894
 ML0894;                    North         East    Units  Estimated Accuracy
 ML0894;SPC NE       -   202,310.      536,480.      MT  (+/- 180 meters Scaled)
 ML0894
 ML0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM532115(NAD 83)
 ML0894
 ML0894                          SUPERSEDED SURVEY CONTROL
 ML0894
 ML0894  NGVD 29 (??/??/92)  729.838  (m)         2394.48   (f) ADJ UNCH    2 0
 ML0894
 ML0894.Superseded values are not recommended for survey control.
 ML0894
 ML0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0894.See file dsdata.pdf to determine how the superseded data were derived.
 ML0894
 ML0894_MARKER: DD = SURVEY DISK
 ML0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0894_STAMPING: A 6
 ML0894_MARK LOGO: BOR
 ML0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0894+STABILITY: SURFACE MOTION
 ML0894
 ML0894  HISTORY     - Date     Condition        Report By
 ML0894  HISTORY     - UNK      MONUMENTED       BOR
 ML0894  HISTORY     - 1950     GOOD             CGS
 ML0894
 ML0894                          STATION DESCRIPTION
 ML0894
 ML0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0894'4.7 MI NE FROM GATES.
 ML0894'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0894'GATES, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.6
 ML0894'MILE EAST ALONG A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER LINE
 ML0894'OF THE GRAVELED ROAD, 57 FEET SOUTHEAST OF A POWER POLE, 1.7 FEET
 ML0894'SOUTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0894'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0817 ***********************************************************************
 LH0817  DESIGNATION -  A 60
 LH0817  PID         -  LH0817
 LH0817  STATE/COUNTY-  NE/DAWSON
 LH0817  COUNTRY     -  US
 LH0817  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0817
 LH0817                         *CURRENT SURVEY CONTROL
 LH0817  ______________________________________________________________________
 LH0817* NAD 83(1986) POSITION- 40 48 23.     (N) 099 44 55.     (W)   SCALED
 LH0817* NAVD 88 ORTHO HEIGHT -   733.600 (meters)     2406.82  (feet) ADJUSTED
 LH0817  ______________________________________________________________________
 LH0817  GEOID HEIGHT    -        -23.754 (meters)                     GEOID18
 LH0817  DYNAMIC HEIGHT  -        733.173 (meters)     2405.42  (feet) COMP
 LH0817  MODELED GRAVITY -    980,017.9   (mgal)                       NAVD 88
 LH0817
 LH0817  VERT ORDER      -  SECOND    CLASS 0
 LH0817
 LH0817.The horizontal coordinates were scaled from a map and have
 LH0817.an estimated accuracy of +/- 6 seconds.
 LH0817
 LH0817.The orthometric height was determined by differential leveling and
 LH0817.adjusted by the NATIONAL GEODETIC SURVEY
 LH0817.in June 1991.
 LH0817
 LH0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0817.GEOID18 height accuracy estimate available here.
 LH0817
 LH0817.Click photographs - Photos may exist for this station.
 LH0817
 LH0817.The dynamic height is computed by dividing the NAVD 88
 LH0817.geopotential number by the normal gravity value computed on the
 LH0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0817.degrees latitude (g = 980.6199 gals.).
 LH0817
 LH0817.The modeled gravity was interpolated from observed gravity values.
 LH0817
 LH0817;                    North         East    Units  Estimated Accuracy
 LH0817;SPC NE       -   108,070.      521,210.      MT  (+/- 180 meters Scaled)
 LH0817
 LH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368175(NAD 83)
 LH0817
 LH0817                          SUPERSEDED SURVEY CONTROL
 LH0817
 LH0817  NGVD 29 (??/??/92)  733.321  (m)         2405.90   (f) ADJ UNCH    2 0
 LH0817
 LH0817.Superseded values are not recommended for survey control.
 LH0817
 LH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0817.See file dsdata.pdf to determine how the superseded data were derived.
 LH0817
 LH0817_MARKER: DB = BENCH MARK DISK
 LH0817_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0817_STAMPING: A 60 1934
 LH0817_MARK LOGO: CGS
 LH0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0817
 LH0817  HISTORY     - Date     Condition        Report By
 LH0817  HISTORY     - 1934     MONUMENTED       CGS
 LH0817  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0817
 LH0817                          STATION DESCRIPTION
 LH0817
 LH0817'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LH0817'2.1 MI N FROM LEXINGTON.
 LH0817'2.1 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0817'AT LEXINGTON, 0.3 MILE NORTH OF GROVES OF TREES ON BOTH SIDES
 LH0817'OF THE HIGHWAY, 0.3 MILE NORTH OF A 2-STORY HOUSE EAST OF THE
 LH0817'HIGHWAY AND SOUTH OF AN IRRIGATION DITCH, 30 FEET SOUTHEAST
 LH0817'OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER THE IRRIGATION DITCH,
 LH0817'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 LH0817'OF A FENCE CORNER, AND 1 FOOT EAST OF THE NORTH-AND-SOUTH
 LH0817'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 60 1934 AND
 LH0817'SET IN THE TOP OF A CONCRETE POST.  NOE-- HIGHWAY R/W WIDENED.
 LH0817'POST POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0157 ***********************************************************************
 NP0157  DESIGNATION -  A 61
 NP0157  PID         -  NP0157
 NP0157  STATE/COUNTY-  NE/BOX BUTTE
 NP0157  COUNTRY     -  US
 NP0157  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0157
 NP0157                         *CURRENT SURVEY CONTROL
 NP0157  ______________________________________________________________________
 NP0157* NAD 83(1986) POSITION- 42 05 41.     (N) 102 51 46.     (W)   SCALED
 NP0157* NAVD 88 ORTHO HEIGHT -  1207.256 (meters)     3960.81  (feet) ADJUSTED
 NP0157  ______________________________________________________________________
 NP0157  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0157  DYNAMIC HEIGHT  -       1206.553 (meters)     3958.50  (feet) COMP
 NP0157  MODELED GRAVITY -    979,997.7   (mgal)                       NAVD 88
 NP0157
 NP0157  VERT ORDER      -  SECOND    CLASS 0
 NP0157
 NP0157.The horizontal coordinates were scaled from a map and have
 NP0157.an estimated accuracy of +/- 6 seconds.
 NP0157
 NP0157.The orthometric height was determined by differential leveling and
 NP0157.adjusted by the NATIONAL GEODETIC SURVEY
 NP0157.in June 1991.
 NP0157
 NP0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0157.GEOID18 height accuracy estimate available here.
 NP0157
 NP0157.Click photographs - Photos may exist for this station.
 NP0157
 NP0157.The dynamic height is computed by dividing the NAVD 88
 NP0157.geopotential number by the normal gravity value computed on the
 NP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0157.degrees latitude (g = 980.6199 gals.).
 NP0157
 NP0157.The modeled gravity was interpolated from observed gravity values.
 NP0157
 NP0157;                    North         East    Units  Estimated Accuracy
 NP0157;SPC NE       -   255,000.      263,280.      MT  (+/- 180 meters Scaled)
 NP0157
 NP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG767625(NAD 83)
 NP0157
 NP0157                          SUPERSEDED SURVEY CONTROL
 NP0157
 NP0157  NGVD 29 (??/??/92) 1206.673  (m)         3958.89   (f) ADJ UNCH    2 0
 NP0157
 NP0157.Superseded values are not recommended for survey control.
 NP0157
 NP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0157.See file dsdata.pdf to determine how the superseded data were derived.
 NP0157
 NP0157_MARKER: DB = BENCH MARK DISK
 NP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0157_STAMPING: A 61 1934
 NP0157_MARK LOGO: CGS
 NP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0157+STABILITY: SURFACE MOTION
 NP0157
 NP0157  HISTORY     - Date     Condition        Report By
 NP0157  HISTORY     - 1934     MONUMENTED       CGS
 NP0157  HISTORY     - 1950     GOOD             CGS
 NP0157  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0157
 NP0157                          STATION DESCRIPTION
 NP0157
 NP0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NP0157'0.4 MI E FROM ALLIANCE.
 NP0157'0.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0157'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 19 RAILS WEST
 NP0157'OF MILEPOST 365, 25.6 FEET NORTH OF THE NORTH RAIL, 13.4 FEET
 NP0157'NORTHEAST OF A POLE, 3.0 FEET SOUTH OF A 4- BY 4- INCH WHITE
 NP0157'POST PROJECTING 1.8 FEET ABOVE GROUND, AND 3.0 FEET LOWER THAN
 NP0157'THE TRACK.  A STANDARD DISK, STAMPED A 61 1934 AND SET IN THE
 NP0157'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0157
 NP0157                          STATION RECOVERY (1985)
 NP0157
 NP0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0157'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0114 ***********************************************************************
 NP0114  DESIGNATION -  A 62
 NP0114  PID         -  NP0114
 NP0114  STATE/COUNTY-  NE/SHERIDAN
 NP0114  COUNTRY     -  US
 NP0114  USGS QUAD   -  BINGHAM (2017)
 NP0114
 NP0114                         *CURRENT SURVEY CONTROL
 NP0114  ______________________________________________________________________
 NP0114* NAD 83(1986) POSITION- 42 01 14.12   (N) 102 05 24.14   (W)   HD_HELD1
 NP0114* NAVD 88 ORTHO HEIGHT -  1193.028 (meters)     3914.13  (feet) ADJUSTED
 NP0114  ______________________________________________________________________
 NP0114  GEOID HEIGHT    -        -19.088 (meters)                     GEOID18
 NP0114  DYNAMIC HEIGHT  -       1192.337 (meters)     3911.86  (feet) COMP
 NP0114  MODELED GRAVITY -    980,001.8   (mgal)                       NAVD 88
 NP0114
 NP0114  VERT ORDER      -  SECOND    CLASS 0
 NP0114
 NP0114.The horizontal coordinates were determined by differentially corrected
 NP0114.hand held GPS observations or other comparable positioning techniques
 NP0114.and have an estimated accuracy of +/- 3 meters.
 NP0114
 NP0114.The orthometric height was determined by differential leveling and
 NP0114.adjusted by the NATIONAL GEODETIC SURVEY
 NP0114.in June 1991.
 NP0114
 NP0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0114.GEOID18 height accuracy estimate available here.
 NP0114
 NP0114.Click photographs - Photos may exist for this station.
 NP0114
 NP0114.The dynamic height is computed by dividing the NAVD 88
 NP0114.geopotential number by the normal gravity value computed on the
 NP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0114.degrees latitude (g = 980.6199 gals.).
 NP0114
 NP0114.The modeled gravity was interpolated from observed gravity values.
 NP0114
 NP0114;                    North         East    Units  Estimated Accuracy
 NP0114;SPC NE       -   244,935.8     326,963.5     MT  (+/- 3 meters HH1 GPS) 
 NP0114
 NP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4092956159(NAD 83)
 NP0114
 NP0114                          SUPERSEDED SURVEY CONTROL
 NP0114
 NP0114  NGVD 29 (??/??/92) 1192.494  (m)         3912.37   (f) ADJ UNCH    2 0
 NP0114
 NP0114.Superseded values are not recommended for survey control.
 NP0114
 NP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0114.See file dsdata.pdf to determine how the superseded data were derived.
 NP0114
 NP0114_MARKER: DB = BENCH MARK DISK
 NP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0114_STAMPING: A 62 1934
 NP0114_MARK LOGO: CGS
 NP0114_PROJECTION: FLUSH
 NP0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0114+STABILITY: SURFACE MOTION
 NP0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0114+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 NP0114
 NP0114  HISTORY     - Date     Condition        Report By
 NP0114  HISTORY     - 1934     MONUMENTED       CGS
 NP0114  HISTORY     - 20070423 GOOD             NEDR
 NP0114  HISTORY     - 20121130 GOOD             GCT
 NP0114
 NP0114                          STATION DESCRIPTION
 NP0114
 NP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0114'AT BINGHAM.
 NP0114'AT BINGHAM, SHERIDAN COUNTY, 27 RAILS WEST OF THE CHICAGO,
 NP0114'BURLINGTON AND QUINCY RAILROAD STATION, 55.7 FEET NORTH OF
 NP0114'MILEPOST 324, 34.8 FEET WEST OF THE FIRST POLE EAST OF MILEPOST
 NP0114'324, 66.3 FEET NORTH OF THE NORTH RAIL, AND IN LINE WITH A ROW
 NP0114'OF POLES.  A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE
 NP0114'TOP OF A CONCRETE POST.
 NP0114
 NP0114                          STATION RECOVERY (2007)
 NP0114
 NP0114'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0114'TO REACH FROM THE POST OFFICE AT BINGHAM, NE., PROCEED SOUTH ON MCADOO
 NP0114'AVE. FOR 0.03 MI.(170 FT.) TO FIRST ST.  TURN RIGHT(WEST) ON FIRST ST.
 NP0114'AND GO 0.04 MI. (230 FT.) TO WILSON AVE.  TURN LEFT (SOUTH) AND GO
 NP0114'0.04 MI. (220 FT.) TO B.N.S.F. SERVICE ROAD ON THE NORTH SIDE OF THE
 NP0114'TRACKS.  TURN RIGHT (WEST) AND FOLLOW A SERVICE ROAD 0.08 MI.
 NP0114'(400 FT.) TO THE MARK NEAR THE ROW FENCE.
 NP0114'
 NP0114'IT IS 1.6 FT. SOUTH OF A STEEL WITNESS POST, 2.0 FT. SOUTH OF A
 NP0114'EAST-WEST FENCE, 66.5 FT. NORTH OF THE NORTH RAIL OF THE NORTH
 NP0114'TRACK, 2.2 FT. EAST OF A FIBERGLASS WITNESS POST, 56.5 FT. NNE OF
 NP0114'A RR SIGN POST 324. AND FLUSH WITH THE GROUND.  A 5/8 IN. REBAR WAS
 NP0114'SET ON THE SOUTH SIDE OF THE MARK.
 NP0114
 NP0114                          STATION RECOVERY (2012)
 NP0114
 NP0114'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NP0114'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0264 ***********************************************************************
 NO0264  DESIGNATION -  A 63
 NO0264  PID         -  NO0264
 NO0264  STATE/COUNTY-  NE/HOOKER
 NO0264  COUNTRY     -  US
 NO0264  USGS QUAD   -  MULLEN (2017)
 NO0264
 NO0264                         *CURRENT SURVEY CONTROL
 NO0264  ______________________________________________________________________
 NO0264* NAD 83(1986) POSITION- 42 02 44.     (N) 101 00 33.     (W)   SCALED
 NO0264* NAVD 88 ORTHO HEIGHT -   968.192 (meters)     3176.48  (feet) ADJUSTED
 NO0264  ______________________________________________________________________
 NO0264  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 NO0264  DYNAMIC HEIGHT  -        967.682 (meters)     3174.80  (feet) COMP
 NO0264  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 NO0264
 NO0264  VERT ORDER      -  SECOND    CLASS 0
 NO0264
 NO0264.The horizontal coordinates were scaled from a map and have
 NO0264.an estimated accuracy of +/- 6 seconds.
 NO0264
 NO0264.The orthometric height was determined by differential leveling and
 NO0264.adjusted by the NATIONAL GEODETIC SURVEY
 NO0264.in June 1991.
 NO0264
 NO0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0264.GEOID18 height accuracy estimate available here.
 NO0264
 NO0264.Click photographs - Photos may exist for this station.
 NO0264
 NO0264.The dynamic height is computed by dividing the NAVD 88
 NO0264.geopotential number by the normal gravity value computed on the
 NO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0264.degrees latitude (g = 980.6199 gals.).
 NO0264
 NO0264.The modeled gravity was interpolated from observed gravity values.
 NO0264
 NO0264;                    North         East    Units  Estimated Accuracy
 NO0264;SPC NE       -   246,100.      416,480.      MT  (+/- 180 meters Scaled)
 NO0264
 NO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM337567(NAD 83)
 NO0264
 NO0264                          SUPERSEDED SURVEY CONTROL
 NO0264
 NO0264  NGVD 29 (??/??/92)  967.851  (m)         3175.36   (f) ADJ UNCH    2 0
 NO0264
 NO0264.Superseded values are not recommended for survey control.
 NO0264
 NO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0264.See file dsdata.pdf to determine how the superseded data were derived.
 NO0264
 NO0264_MARKER: DB = BENCH MARK DISK
 NO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0264_STAMPING: A 63 1934
 NO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0264+STABILITY: SURFACE MOTION
 NO0264
 NO0264  HISTORY     - Date     Condition        Report By
 NO0264  HISTORY     - 1934     MONUMENTED       CGS
 NO0264  HISTORY     - 19851101 MARK NOT FOUND   USPSQD
 NO0264  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0264
 NO0264                          STATION DESCRIPTION
 NO0264
 NO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0264'1.8 MI E FROM MULLEN.
 NO0264'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0264'FROM THE STATION AT MULLEN, HOOKER COUNTY, 11 RAILS EAST OF
 NO0264'MILEPOST 267, AT THE EAST END OF A CUT, ON THE EAST SLOPE OF A
 NO0264'HILL, 27 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET HIGHER
 NO0264'THAN THE TRACK.  A STANDARD DISK, STAMPED A 63 1934 AND SET IN
 NO0264'THE TOP OF A CONCRETE POST.
 NO0264
 NO0264                          STATION RECOVERY (1985)
 NO0264
 NO0264'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0264'MARK NOT FOUND.
 NO0264
 NO0264                          STATION RECOVERY (1991)
 NO0264
 NO0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0173 ***********************************************************************
 MM0173  DESIGNATION -  A 65
 MM0173  PID         -  MM0173
 MM0173  STATE/COUNTY-  NE/LOGAN
 MM0173  COUNTRY     -  US
 MM0173  USGS QUAD   -  HAPPY HOLLOW (2017)
 MM0173
 MM0173                         *CURRENT SURVEY CONTROL
 MM0173  ______________________________________________________________________
 MM0173* NAD 83(1986) POSITION- 41 38 46.     (N) 100 32 50.     (W)   SCALED
 MM0173* NAVD 88 ORTHO HEIGHT -   917.058 (meters)     3008.71  (feet) ADJUSTED
 MM0173  ______________________________________________________________________
 MM0173  GEOID HEIGHT    -        -21.832 (meters)                     GEOID18
 MM0173  DYNAMIC HEIGHT  -        916.553 (meters)     3007.06  (feet) COMP
 MM0173  MODELED GRAVITY -    980,041.1   (mgal)                       NAVD 88
 MM0173
 MM0173  VERT ORDER      -  SECOND    CLASS 0
 MM0173
 MM0173.The horizontal coordinates were scaled from a map and have
 MM0173.an estimated accuracy of +/- 6 seconds.
 MM0173
 MM0173.The orthometric height was determined by differential leveling and
 MM0173.adjusted by the NATIONAL GEODETIC SURVEY
 MM0173.in June 1991.
 MM0173
 MM0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0173.GEOID18 height accuracy estimate available here.
 MM0173
 MM0173.Click photographs - Photos may exist for this station.
 MM0173
 MM0173.The dynamic height is computed by dividing the NAVD 88
 MM0173.geopotential number by the normal gravity value computed on the
 MM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0173.degrees latitude (g = 980.6199 gals.).
 MM0173
 MM0173.The modeled gravity was interpolated from observed gravity values.
 MM0173
 MM0173;                    North         East    Units  Estimated Accuracy
 MM0173;SPC NE       -   201,410.      454,430.      MT  (+/- 180 meters Scaled)
 MM0173
 MM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM711116(NAD 83)
 MM0173
 MM0173                          SUPERSEDED SURVEY CONTROL
 MM0173
 MM0173  NGVD 29 (??/??/92)  916.741  (m)         3007.67   (f) ADJ UNCH    2 0
 MM0173
 MM0173.Superseded values are not recommended for survey control.
 MM0173
 MM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0173.See file dsdata.pdf to determine how the superseded data were derived.
 MM0173
 MM0173_MARKER: DB = BENCH MARK DISK
 MM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0173_STAMPING: A 65 1934
 MM0173_MARK LOGO: CGS
 MM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0173+STABILITY: SURFACE MOTION
 MM0173
 MM0173  HISTORY     - Date     Condition        Report By
 MM0173  HISTORY     - 1934     MONUMENTED       CGS
 MM0173
 MM0173                          STATION DESCRIPTION
 MM0173
 MM0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0173'13.9 MI N FROM STAPLETON.
 MM0173'ABOUT 13.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0173'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 11.1
 MM0173'MILES SOUTH OF A BRIDGE OVER DISMAL RIVER, ABOUT 3.9 MILES
 MM0173'SOUTH OF A SCHOOLHOUSE, AT THE TOP OF A LONG HILL, AT THE
 MM0173'CENTER OF A LONG FLAT, AND 34.3 FEET SOUTHEAST OF THE CENTER
 MM0173'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 65 1934 AND
 MM0173'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0889 ***********************************************************************
 ML0889  DESIGNATION -  A 67
 ML0889  PID         -  ML0889
 ML0889  STATE/COUNTY-  NE/BLAINE
 ML0889  COUNTRY     -  US
 ML0889  USGS QUAD   -  BREWSTER (2017)
 ML0889
 ML0889                         *CURRENT SURVEY CONTROL
 ML0889  ______________________________________________________________________
 ML0889* NAD 83(1986) POSITION- 41 56 23.     (N) 099 51 53.     (W)   SCALED
 ML0889* NAVD 88 ORTHO HEIGHT -   760.474 (meters)     2494.99  (feet) ADJUSTED
 ML0889  ______________________________________________________________________
 ML0889  GEOID HEIGHT    -        -22.445 (meters)                     GEOID18
 ML0889  DYNAMIC HEIGHT  -        760.107 (meters)     2493.78  (feet) COMP
 ML0889  MODELED GRAVITY -    980,114.7   (mgal)                       NAVD 88
 ML0889
 ML0889  VERT ORDER      -  SECOND    CLASS 0
 ML0889
 ML0889.The horizontal coordinates were scaled from a map and have
 ML0889.an estimated accuracy of +/- 6 seconds.
 ML0889
 ML0889.The orthometric height was determined by differential leveling and
 ML0889.adjusted by the NATIONAL GEODETIC SURVEY
 ML0889.in June 1991.
 ML0889
 ML0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0889.GEOID18 height accuracy estimate available here.
 ML0889
 ML0889.Click photographs - Photos may exist for this station.
 ML0889
 ML0889.The dynamic height is computed by dividing the NAVD 88
 ML0889.geopotential number by the normal gravity value computed on the
 ML0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0889.degrees latitude (g = 980.6199 gals.).
 ML0889
 ML0889.The modeled gravity was interpolated from observed gravity values.
 ML0889
 ML0889;                    North         East    Units  Estimated Accuracy
 ML0889;SPC NE       -   233,870.      511,220.      MT  (+/- 180 meters Scaled)
 ML0889
 ML0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM283434(NAD 83)
 ML0889
 ML0889                          SUPERSEDED SURVEY CONTROL
 ML0889
 ML0889  NGVD 29 (??/??/92)  760.188  (m)         2494.05   (f) ADJ UNCH    2 0
 ML0889
 ML0889.Superseded values are not recommended for survey control.
 ML0889
 ML0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0889.See file dsdata.pdf to determine how the superseded data were derived.
 ML0889
 ML0889_MARKER: DB = BENCH MARK DISK
 ML0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0889_STAMPING: A 67 1935
 ML0889_MARK LOGO: CGS
 ML0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0889+STABILITY: SURFACE MOTION
 ML0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0889+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 ML0889
 ML0889  HISTORY     - Date     Condition        Report By
 ML0889  HISTORY     - 1935     MONUMENTED       CGS
 ML0889  HISTORY     - 19880525 GOOD             NGS
 ML0889  HISTORY     - 20121204 GOOD             INDIV
 ML0889
 ML0889                          STATION DESCRIPTION
 ML0889
 ML0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0889'0.2 MI N FROM BREWSTER.
 ML0889'0.2 MILES NORTH OF COURTHOUSE BY HIGHWAY.  AT THE NORTH EDGE OF
 ML0889'BREWSTER, 60.0 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 7
 ML0889'WHICH IS ALSO MAIN STREET OF BREWSTER, AND 63.5 FEET SOUTH OF THE
 ML0889'CENTER LINE OF A DIRT ROAD RUNNING TO THE WEST.
 ML0889
 ML0889                          STATION RECOVERY (1988)
 ML0889
 ML0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ML0889'RECOVERED IN GOOD CONDITION, 0.4 KM (0.25 MI) NORTH ALONG LINCOLN
 ML0889'AVENUE, FROM THE COURTHOUSE IN BREWSTER, AT THE INTERSECTION WITH
 ML0889'RAILWAY STREET, 23.92 M (78.5 FT) SOUTH FROM THE CENTERLINE OF
 ML0889'RAILWAY STREET, 15.09 M (49.5 FT) WEST FROM THE CENTERLINE OF LINCOLN
 ML0889'AVENUE, 10.52 M (34.5 FT) SOUTHWEST FROM THE WEST END OF A METAL
 ML0889'CULVERT, 2.74 M (9.0 FT) NORTHWEST FROM A GUYED, WOODE, LIGHT POLE,
 ML0889'0.55 M (1.8 FT) NORTH FROM A WITNESS POST AND PROJECTS 0.08 M
 ML0889'(0.3 FT) AND IS LEVEL WITH THE STREETS.
 ML0889
 ML0889                          STATION RECOVERY (2012)
 ML0889
 ML0889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0889'FOUND MARK IN GOOD CONDITION. PROJECTS 0.2 FT. ABOVE GROUND. GPS NOT
 ML0889'RECOMMENDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0517 ***********************************************************************
 NN0517  DESIGNATION -  A 68
 NN0517  PID         -  NN0517
 NN0517  STATE/COUNTY-  NE/BROWN
 NN0517  COUNTRY     -  US
 NN0517  USGS QUAD   -  AINSWORTH SW (2017)
 NN0517
 NN0517                         *CURRENT SURVEY CONTROL
 NN0517  ______________________________________________________________________
 NN0517* NAD 83(1986) POSITION- 42 33 08.76   (N) 099 54 06.06   (W)   HD_HELD1
 NN0517* NAVD 88 ORTHO HEIGHT -   776.911 (meters)     2548.92  (feet) ADJUSTED
 NN0517  ______________________________________________________________________
 NN0517  GEOID HEIGHT    -        -22.547 (meters)                     GEOID18
 NN0517  DYNAMIC HEIGHT  -        776.584 (meters)     2547.84  (feet) COMP
 NN0517  MODELED GRAVITY -    980,174.1   (mgal)                       NAVD 88
 NN0517
 NN0517  VERT ORDER      -  FIRST     CLASS II
 NN0517
 NN0517.The horizontal coordinates were determined by differentially corrected
 NN0517.hand held GPS observations or other comparable positioning techniques
 NN0517.and have an estimated accuracy of +/- 3 meters.
 NN0517
 NN0517.The orthometric height was determined by differential leveling and
 NN0517.adjusted by the NATIONAL GEODETIC SURVEY
 NN0517.in June 1991.
 NN0517
 NN0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0517.GEOID18 height accuracy estimate available here.
 NN0517
 NN0517.Click photographs - Photos may exist for this station.
 NN0517
 NN0517.The dynamic height is computed by dividing the NAVD 88
 NN0517.geopotential number by the normal gravity value computed on the
 NN0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0517.degrees latitude (g = 980.6199 gals.).
 NN0517
 NN0517.The modeled gravity was interpolated from observed gravity values.
 NN0517
 NN0517;                    North         East    Units  Estimated Accuracy
 NN0517;SPC NE       -   301,911.0     508,073.4     MT  (+/- 3 meters HH1 GPS) 
 NN0517
 NN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2597311509(NAD 83)
 NN0517
 NN0517                          SUPERSEDED SURVEY CONTROL
 NN0517
 NN0517  NGVD 29 (??/??/92)  776.615  (m)         2547.94   (f) ADJ UNCH    1 2
 NN0517
 NN0517.Superseded values are not recommended for survey control.
 NN0517
 NN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0517.See file dsdata.pdf to determine how the superseded data were derived.
 NN0517
 NN0517_MARKER: DB = BENCH MARK DISK
 NN0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0517_STAMPING: A 68 1935
 NN0517_MARK LOGO: CGS
 NN0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0517+STABILITY: SURFACE MOTION
 NN0517
 NN0517  HISTORY     - Date     Condition        Report By
 NN0517  HISTORY     - 1935     MONUMENTED       CGS
 NN0517  HISTORY     - 1946     GOOD             CGS
 NN0517
 NN0517                          STATION DESCRIPTION
 NN0517
 NN0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0517'2.1 MI W FROM AINSWORTH.
 NN0517'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0517'FROM THE STATION AT AINSWORTH, BROWN COUNTY, 252 FEET WEST OF
 NN0517'CULVERT 420+3/4, 1.0 FEET WEST OF MILEPOST 225, 76.9 FEET SOUTH
 NN0517'OF THE CENTERLINE OF U.S. HIGHWAY 20, 56.3 FEET NORTH OF THE
 NN0517'NORTH RAIL OF THE MAIN TRACK, AND AT A JOG IN THE RIGHT-OF-WAY
 NN0517'FENCE.  A STANDARD DISK, STAMPED A 68 1935 AND SET IN THE TOP
 NN0517'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0892 ***********************************************************************
 ML0892  DESIGNATION -  A 7
 ML0892  PID         -  ML0892
 ML0892  STATE/COUNTY-  NE/CUSTER
 ML0892  COUNTRY     -  US
 ML0892  USGS QUAD   -  WALWORTH (2017)
 ML0892
 ML0892                         *CURRENT SURVEY CONTROL
 ML0892  ______________________________________________________________________
 ML0892* NAD 83(1986) POSITION- 41 39 16.     (N) 099 31 38.     (W)   SCALED
 ML0892* NAVD 88 ORTHO HEIGHT -   730.316 (meters)     2396.05  (feet) ADJUSTED
 ML0892  ______________________________________________________________________
 ML0892  GEOID HEIGHT    -        -22.934 (meters)                     GEOID18
 ML0892  DYNAMIC HEIGHT  -        729.947 (meters)     2394.83  (feet) COMP
 ML0892  MODELED GRAVITY -    980,093.9   (mgal)                       NAVD 88
 ML0892
 ML0892  VERT ORDER      -  SECOND    CLASS 0
 ML0892
 ML0892.The horizontal coordinates were scaled from a map and have
 ML0892.an estimated accuracy of +/- 6 seconds.
 ML0892
 ML0892.The orthometric height was determined by differential leveling and
 ML0892.adjusted by the NATIONAL GEODETIC SURVEY
 ML0892.in June 1991.
 ML0892
 ML0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0892.GEOID18 height accuracy estimate available here.
 ML0892
 ML0892.Click photographs - Photos may exist for this station.
 ML0892
 ML0892.The dynamic height is computed by dividing the NAVD 88
 ML0892.geopotential number by the normal gravity value computed on the
 ML0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0892.degrees latitude (g = 980.6199 gals.).
 ML0892
 ML0892.The modeled gravity was interpolated from observed gravity values.
 ML0892
 ML0892;                    North         East    Units  Estimated Accuracy
 ML0892;SPC NE       -   202,300.      539,370.      MT  (+/- 180 meters Scaled)
 ML0892
 ML0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM561115(NAD 83)
 ML0892
 ML0892                          SUPERSEDED SURVEY CONTROL
 ML0892
 ML0892  NGVD 29 (??/??/92)  730.048  (m)         2395.17   (f) ADJ UNCH    2 0
 ML0892
 ML0892.Superseded values are not recommended for survey control.
 ML0892
 ML0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0892.See file dsdata.pdf to determine how the superseded data were derived.
 ML0892
 ML0892_MARKER: DD = SURVEY DISK
 ML0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0892_STAMPING: A 7
 ML0892_MARK LOGO: BOR
 ML0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0892+STABILITY: SURFACE MOTION
 ML0892
 ML0892  HISTORY     - Date     Condition        Report By
 ML0892  HISTORY     - UNK      MONUMENTED       BOR
 ML0892  HISTORY     - 1950     GOOD             CGS
 ML0892
 ML0892                          STATION DESCRIPTION
 ML0892
 ML0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0892'9.4 MI NW FROM SARGENT.
 ML0892'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0892'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 7.65
 ML0892'MILES WEST ALONG A GRAVELED ROAD, 32 FEET WEST OF A 22 INCH
 ML0892'COTTONWOOD TREE, 32 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 ML0892'WEST ROAD, 1.3 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS
 ML0892'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 ML0892'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1349 ***********************************************************************
 NM1349  DESIGNATION -  A 70
 NM1349  PID         -  NM1349
 NM1349  STATE/COUNTY-  NE/ANTELOPE
 NM1349  COUNTRY     -  US
 NM1349  USGS QUAD   -  OAKDALE (2017)
 NM1349
 NM1349                         *CURRENT SURVEY CONTROL
 NM1349  ______________________________________________________________________
 NM1349* NAD 83(1986) POSITION- 42 04 19.     (N) 097 59 24.     (W)   SCALED
 NM1349* NAVD 88 ORTHO HEIGHT -   538.635 (meters)     1767.17  (feet) ADJUSTED
 NM1349  ______________________________________________________________________
 NM1349  GEOID HEIGHT    -        -24.587 (meters)                     GEOID18
 NM1349  DYNAMIC HEIGHT  -        538.419 (meters)     1766.46  (feet) COMP
 NM1349  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 NM1349
 NM1349  VERT ORDER      -  SECOND    CLASS 0
 NM1349
 NM1349.The horizontal coordinates were scaled from a map and have
 NM1349.an estimated accuracy of +/- 6 seconds.
 NM1349
 NM1349.The orthometric height was determined by differential leveling and
 NM1349.adjusted by the NATIONAL GEODETIC SURVEY
 NM1349.in June 1991.
 NM1349
 NM1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1349.GEOID18 height accuracy estimate available here.
 NM1349
 NM1349.Click photographs - Photos may exist for this station.
 NM1349
 NM1349.The dynamic height is computed by dividing the NAVD 88
 NM1349.geopotential number by the normal gravity value computed on the
 NM1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1349.degrees latitude (g = 980.6199 gals.).
 NM1349
 NM1349.The modeled gravity was interpolated from observed gravity values.
 NM1349
 NM1349;                    North         East    Units  Estimated Accuracy
 NM1349;SPC NE       -   250,480.      666,280.      MT  (+/- 180 meters Scaled)
 NM1349
 NM1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM835582(NAD 83)
 NM1349
 NM1349                          SUPERSEDED SURVEY CONTROL
 NM1349
 NM1349  NGVD 29 (??/??/92)  538.426  (m)         1766.49   (f) ADJ UNCH    2 0
 NM1349
 NM1349.Superseded values are not recommended for survey control.
 NM1349
 NM1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1349.See file dsdata.pdf to determine how the superseded data were derived.
 NM1349
 NM1349_MARKER: DB = BENCH MARK DISK
 NM1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1349_STAMPING: A 70 1935
 NM1349_MARK LOGO: CGS
 NM1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1349+STABILITY: SURFACE MOTION
 NM1349
 NM1349  HISTORY     - Date     Condition        Report By
 NM1349  HISTORY     - 1935     MONUMENTED       CGS
 NM1349  HISTORY     - 1939     GOOD             CGS
 NM1349
 NM1349                          STATION DESCRIPTION
 NM1349
 NM1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1349'1.5 MI SW FROM OAKDALE.
 NM1349'1.5 MILES SOUTHWEST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND
 NM1349'NORTH WESTERN RAILWAY BETWEEN OAKDALE AND ELGIN, 55.3 FEET
 NM1349'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 46.6 FEET
 NM1349'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 6.0 FEET WEST OF THE
 NM1349'WEST END OF GATE, 1.3 FEET NORTHWEST OF THE RAILROADS SOUTH
 NM1349'RIGHT OF WAY FENCE.
 NM1349
 NM1349                          STATION RECOVERY (1939)
 NM1349
 NM1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 NM1349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0523 ***********************************************************************
 ML0523  DESIGNATION -  A 71
 ML0523  PID         -  ML0523
 ML0523  STATE/COUNTY-  NE/GARFIELD
 ML0523  COUNTRY     -  US
 ML0523  USGS QUAD   -  GABLES SE (2017)
 ML0523
 ML0523                         *CURRENT SURVEY CONTROL
 ML0523  ______________________________________________________________________
 ML0523* NAD 83(1986) POSITION- 41 46 34.     (N) 098 47 18.     (W)   SCALED
 ML0523* NAVD 88 ORTHO HEIGHT -   653.945 (meters)     2145.48  (feet) ADJUSTED
 ML0523  ______________________________________________________________________
 ML0523  GEOID HEIGHT    -        -24.104 (meters)                     GEOID18
 ML0523  DYNAMIC HEIGHT  -        653.629 (meters)     2144.45  (feet) COMP
 ML0523  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 ML0523
 ML0523  VERT ORDER      -  SECOND    CLASS 0
 ML0523
 ML0523.The horizontal coordinates were scaled from a map and have
 ML0523.an estimated accuracy of +/- 6 seconds.
 ML0523
 ML0523.The orthometric height was determined by differential leveling and
 ML0523.adjusted by the NATIONAL GEODETIC SURVEY
 ML0523.in June 1991.
 ML0523
 ML0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0523.GEOID18 height accuracy estimate available here.
 ML0523
 ML0523.Click photographs - Photos may exist for this station.
 ML0523
 ML0523.The dynamic height is computed by dividing the NAVD 88
 ML0523.geopotential number by the normal gravity value computed on the
 ML0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0523.degrees latitude (g = 980.6199 gals.).
 ML0523
 ML0523.The modeled gravity was interpolated from observed gravity values.
 ML0523
 ML0523;                    North         East    Units  Estimated Accuracy
 ML0523;SPC NE       -   216,400.      600,700.      MT  (+/- 180 meters Scaled)
 ML0523
 ML0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM175249(NAD 83)
 ML0523
 ML0523                          SUPERSEDED SURVEY CONTROL
 ML0523
 ML0523  NGVD 29 (??/??/92)  653.687  (m)         2144.64   (f) ADJ UNCH    2 0
 ML0523
 ML0523.Superseded values are not recommended for survey control.
 ML0523
 ML0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0523.See file dsdata.pdf to determine how the superseded data were derived.
 ML0523
 ML0523_MARKER: DB = BENCH MARK DISK
 ML0523_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0523_STAMPING: A 71 1935
 ML0523_MARK LOGO: CGS
 ML0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0523
 ML0523  HISTORY     - Date     Condition        Report By
 ML0523  HISTORY     - 1935     MONUMENTED       CGS
 ML0523  HISTORY     - 1938     GOOD             CGS
 ML0523  HISTORY     - 1954     GOOD             USGS
 ML0523
 ML0523                          STATION DESCRIPTION
 ML0523
 ML0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0523'5.8 MI W FROM ERICSON.
 ML0523'5.8 MILES WEST OF THE POST OFFICE AT ERICSON, ALONG STATE
 ML0523'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 1.7 SOUTHWEST OF
 ML0523'A POINT WHERE STATE HIGHWAY NO. 53 CROSSES THE WHEELER-GARFIELD
 ML0523'COUNTY LINE, AT THE INTERSECTION OF A ROAD LEADING TO ORD, 39
 ML0523'FEET NORTH OF THE CENTER OF THE HIGHWAY, 6.0 FEET WEST OF A
 ML0523'NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 ML0523'A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0523'NOTE-- T 21 N, R 13 W, CENTER OF SECTION 23, 30 FT N OF CENTERLINE
 ML0523'OF ABANDONED RD, FORMER ST. HWY 53, 19 FT N AND 6 FT W OF CORNER
 ML0523'OF FENCES NORTH AND WEST.
 ML0523
 ML0523                          STATION RECOVERY (1954)
 ML0523
 ML0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0865 ***********************************************************************
 ML0865  DESIGNATION -  A 72
 ML0865  PID         -  ML0865
 ML0865  STATE/COUNTY-  NE/LOUP
 ML0865  COUNTRY     -  US
 ML0865  USGS QUAD   -  ALMERIA (2017)
 ML0865
 ML0865                         *CURRENT SURVEY CONTROL
 ML0865  ______________________________________________________________________
 ML0865* NAD 83(1986) POSITION- 41 49 27.     (N) 099 31 18.     (W)   SCALED
 ML0865* NAVD 88 ORTHO HEIGHT -   712.199 (meters)     2336.61  (feet) ADJUSTED
 ML0865  ______________________________________________________________________
 ML0865  GEOID HEIGHT    -        -22.863 (meters)                     GEOID18
 ML0865  DYNAMIC HEIGHT  -        711.860 (meters)     2335.49  (feet) COMP
 ML0865  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 ML0865
 ML0865  VERT ORDER      -  SECOND    CLASS 0
 ML0865
 ML0865.The horizontal coordinates were scaled from a map and have
 ML0865.an estimated accuracy of +/- 6 seconds.
 ML0865
 ML0865.The orthometric height was determined by differential leveling and
 ML0865.adjusted by the NATIONAL GEODETIC SURVEY
 ML0865.in June 1991.
 ML0865
 ML0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0865.GEOID18 height accuracy estimate available here.
 ML0865
 ML0865.Click photographs - Photos may exist for this station.
 ML0865
 ML0865.The dynamic height is computed by dividing the NAVD 88
 ML0865.geopotential number by the normal gravity value computed on the
 ML0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0865.degrees latitude (g = 980.6199 gals.).
 ML0865
 ML0865.The modeled gravity was interpolated from observed gravity values.
 ML0865
 ML0865;                    North         East    Units  Estimated Accuracy
 ML0865;SPC NE       -   221,140.      539,730.      MT  (+/- 180 meters Scaled)
 ML0865
 ML0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM566303(NAD 83)
 ML0865
 ML0865                          SUPERSEDED SURVEY CONTROL
 ML0865
 ML0865  NGVD 29 (??/??/92)  711.938  (m)         2335.75   (f) ADJ UNCH    2 0
 ML0865
 ML0865.Superseded values are not recommended for survey control.
 ML0865
 ML0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0865.See file dsdata.pdf to determine how the superseded data were derived.
 ML0865
 ML0865_MARKER: DB = BENCH MARK DISK
 ML0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0865_STAMPING: A 72 1935
 ML0865_MARK LOGO: CGS
 ML0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0865+STABILITY: SURFACE MOTION
 ML0865
 ML0865  HISTORY     - Date     Condition        Report By
 ML0865  HISTORY     - 1935     MONUMENTED       CGS
 ML0865  HISTORY     - 1950     GOOD             CGS
 ML0865  HISTORY     - 19940524 MARK NOT FOUND   NGS
 ML0865
 ML0865                          STATION DESCRIPTION
 ML0865
 ML0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0865'AT ALMERIA.
 ML0865'AT ALMERIA, 422 FEET SOUTH OF THE SOUTHEAST CORNER OF THE POST
 ML0865'OFFICE, 133 FEET SOUTH OF A LARGE COTTONWOOD TREE, 33 FEET EAST
 ML0865'OF THE CENTER LINE OF STATE HIGHWAY 91, 0.6 FOOT WEST OF A FENCE,
 ML0865'1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0865'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 ML0865
 ML0865                          STATION RECOVERY (1994)
 ML0865
 ML0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JO)
 ML0865'SEARCHED FOR BUT COULD NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0180 ***********************************************************************
 NO0180  DESIGNATION -  A 73
 NO0180  PID         -  NO0180
 NO0180  STATE/COUNTY-  NE/CHERRY
 NO0180  COUNTRY     -  US
 NO0180  USGS QUAD   -  SIMEON (2017)
 NO0180
 NO0180                         *CURRENT SURVEY CONTROL
 NO0180  ______________________________________________________________________
 NO0180* NAD 83(1986) POSITION- 42 32 17.     (N) 100 43 19.     (W)   SCALED
 NO0180* NAVD 88 ORTHO HEIGHT -   908.109 (meters)     2979.35  (feet) ADJUSTED
 NO0180  ______________________________________________________________________
 NO0180  GEOID HEIGHT    -        -21.249 (meters)                     GEOID18
 NO0180  DYNAMIC HEIGHT  -        907.685 (meters)     2977.96  (feet) COMP
 NO0180  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 NO0180
 NO0180  VERT ORDER      -  SECOND    CLASS 0
 NO0180
 NO0180.The horizontal coordinates were scaled from a map and have
 NO0180.an estimated accuracy of +/- 6 seconds.
 NO0180
 NO0180.The orthometric height was determined by differential leveling and
 NO0180.adjusted by the NATIONAL GEODETIC SURVEY
 NO0180.in June 1991.
 NO0180
 NO0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0180.GEOID18 height accuracy estimate available here.
 NO0180
 NO0180.Click photographs - Photos may exist for this station.
 NO0180
 NO0180.The dynamic height is computed by dividing the NAVD 88
 NO0180.geopotential number by the normal gravity value computed on the
 NO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0180.degrees latitude (g = 980.6199 gals.).
 NO0180
 NO0180.The modeled gravity was interpolated from observed gravity values.
 NO0180
 NO0180;                    North         East    Units  Estimated Accuracy
 NO0180;SPC NE       -   300,560.      440,700.      MT  (+/- 180 meters Scaled)
 NO0180
 NO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN585109(NAD 83)
 NO0180
 NO0180                          SUPERSEDED SURVEY CONTROL
 NO0180
 NO0180  NGVD 29 (??/??/92)  907.792  (m)         2978.31   (f) ADJ UNCH    2 0
 NO0180
 NO0180.Superseded values are not recommended for survey control.
 NO0180
 NO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0180.See file dsdata.pdf to determine how the superseded data were derived.
 NO0180
 NO0180_MARKER: DB = BENCH MARK DISK
 NO0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0180_STAMPING: A 73 1934
 NO0180_MARK LOGO: CGS
 NO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0180+STABILITY: SURFACE MOTION
 NO0180
 NO0180  HISTORY     - Date     Condition        Report By
 NO0180  HISTORY     - 1934     MONUMENTED       CGS
 NO0180  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0180
 NO0180                          STATION DESCRIPTION
 NO0180
 NO0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0180'12.9 MI N FROM CONTERRA.
 NO0180'ABOUT 12.9 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST
 NO0180'OFFICE AT CONTERRA, CHERRY COUNTY, ABOUT 4.9 MILES NORTH OF THE
 NO0180'PELICAN LAKE RESORT, AT THE WEST SIDE OF A GROUP OF HILLS, ABOUT
 NO0180'139 FEET SOUTH OF AN EAST-AND-WEST FENCE, AT A ROAD JUNCTION,
 NO0180'22 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, AND 22
 NO0180'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTH.  A
 NO0180'STANDARD DISK, STAMPED A 73 1934 AND SET IN THE TOP OF A CONCRETE
 NO0180'POST.
 NO0180
 NO0180                          STATION RECOVERY (1984)
 NO0180
 NO0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0106 ***********************************************************************
 NO0106  DESIGNATION -  A 74
 NO0106  PID         -  NO0106
 NO0106  STATE/COUNTY-  NE/THOMAS
 NO0106  COUNTRY     -  US
 NO0106  USGS QUAD   -  DUCK LAKE SE (2017)
 NO0106
 NO0106                         *CURRENT SURVEY CONTROL
 NO0106  ______________________________________________________________________
 NO0106* NAD 83(1986) POSITION- 42 01 58.     (N) 100 34 45.     (W)   SCALED
 NO0106* NAVD 88 ORTHO HEIGHT -   903.392 (meters)     2963.88  (feet) ADJUSTED
 NO0106  ______________________________________________________________________
 NO0106  GEOID HEIGHT    -        -21.733 (meters)                     GEOID18
 NO0106  DYNAMIC HEIGHT  -        902.920 (meters)     2962.33  (feet) COMP
 NO0106  MODELED GRAVITY -    980,069.5   (mgal)                       NAVD 88
 NO0106
 NO0106  VERT ORDER      -  SECOND    CLASS 0
 NO0106
 NO0106.The horizontal coordinates were scaled from a map and have
 NO0106.an estimated accuracy of +/- 6 seconds.
 NO0106
 NO0106.The orthometric height was determined by differential leveling and
 NO0106.adjusted by the NATIONAL GEODETIC SURVEY
 NO0106.in June 1991.
 NO0106
 NO0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0106.GEOID18 height accuracy estimate available here.
 NO0106
 NO0106.Click photographs - Photos may exist for this station.
 NO0106
 NO0106.The dynamic height is computed by dividing the NAVD 88
 NO0106.geopotential number by the normal gravity value computed on the
 NO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0106.degrees latitude (g = 980.6199 gals.).
 NO0106
 NO0106.The modeled gravity was interpolated from observed gravity values.
 NO0106
 NO0106;                    North         East    Units  Estimated Accuracy
 NO0106;SPC NE       -   244,360.      452,060.      MT  (+/- 180 meters Scaled)
 NO0106
 NO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM692546(NAD 83)
 NO0106
 NO0106                          SUPERSEDED SURVEY CONTROL
 NO0106
 NO0106  NGVD 29 (??/??/92)  903.067  (m)         2962.81   (f) ADJ UNCH    2 0
 NO0106
 NO0106.Superseded values are not recommended for survey control.
 NO0106
 NO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0106.See file dsdata.pdf to determine how the superseded data were derived.
 NO0106
 NO0106_MARKER: DB = BENCH MARK DISK
 NO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0106_STAMPING: A 74 1934
 NO0106_MARK LOGO: CGS
 NO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0106+STABILITY: SURFACE MOTION
 NO0106
 NO0106  HISTORY     - Date     Condition        Report By
 NO0106  HISTORY     - 1934     MONUMENTED       CGS
 NO0106
 NO0106                          STATION DESCRIPTION
 NO0106
 NO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0106'3.9 MI N FROM THEDFORD.
 NO0106'ABOUT 3.9 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 NO0106'COURTHOUSE AT THEDFORD, THOMAS COUNTY, AT THE NORTH SLOPE OF A
 NO0106'HILL, 24.7 FEET NORTH OF A POLE, 22.8 FEET EAST OF THE CENTER
 NO0106'LINE OF THE ROAD, 9 FEET EAST OF THE EAST EDGE OF A CUT, AND IN
 NO0106'LINE WITH A ROW OF POLES RUNNING SOUTHWEST.  A STANDARD DISK,
 NO0106'STAMPED A 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0083 ***********************************************************************
 NP0083  DESIGNATION -  A 75
 NP0083  PID         -  NP0083
 NP0083  STATE/COUNTY-  NE/SHERIDAN
 NP0083  COUNTRY     -  US
 NP0083  USGS QUAD   -  ARGO HILL (2017)
 NP0083
 NP0083                         *CURRENT SURVEY CONTROL
 NP0083  ______________________________________________________________________
 NP0083* NAD 83(1986) POSITION- 42 17 39.05   (N) 102 09 49.26   (W)   HD_HELD1
 NP0083* NAVD 88 ORTHO HEIGHT -  1202.419 (meters)     3944.94  (feet) ADJUSTED
 NP0083  ______________________________________________________________________
 NP0083  GEOID HEIGHT    -        -18.524 (meters)                     GEOID18
 NP0083  DYNAMIC HEIGHT  -       1201.766 (meters)     3942.79  (feet) COMP
 NP0083  MODELED GRAVITY -    980,036.3   (mgal)                       NAVD 88
 NP0083
 NP0083  VERT ORDER      -  SECOND    CLASS 0
 NP0083
 NP0083.The horizontal coordinates were determined by differentially corrected
 NP0083.hand held GPS observations or other comparable positioning techniques
 NP0083.and have an estimated accuracy of +/- 3 meters.
 NP0083
 NP0083.The orthometric height was determined by differential leveling and
 NP0083.adjusted by the NATIONAL GEODETIC SURVEY
 NP0083.in June 1991.
 NP0083
 NP0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0083.GEOID18 height accuracy estimate available here.
 NP0083
 NP0083.Click photographs - Photos may exist for this station.
 NP0083
 NP0083.The dynamic height is computed by dividing the NAVD 88
 NP0083.geopotential number by the normal gravity value computed on the
 NP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0083.degrees latitude (g = 980.6199 gals.).
 NP0083
 NP0083.The modeled gravity was interpolated from observed gravity values.
 NP0083
 NP0083;                    North         East    Units  Estimated Accuracy
 NP0083;SPC NE       -   275,457.4     321,627.9     MT  (+/- 3 meters HH1 GPS) 
 NP0083
 NP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3382186335(NAD 83)
 NP0083
 NP0083                          SUPERSEDED SURVEY CONTROL
 NP0083
 NP0083  NGVD 29 (??/??/92) 1201.886  (m)         3943.19   (f) ADJ UNCH    2 0
 NP0083
 NP0083.Superseded values are not recommended for survey control.
 NP0083
 NP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0083.See file dsdata.pdf to determine how the superseded data were derived.
 NP0083
 NP0083_MARKER: DB = BENCH MARK DISK
 NP0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0083_STAMPING: A 75 1934
 NP0083_MARK LOGO: CGS
 NP0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0083+STABILITY: SURFACE MOTION
 NP0083
 NP0083  HISTORY     - Date     Condition        Report By
 NP0083  HISTORY     - 1934     MONUMENTED       CGS
 NP0083  HISTORY     - 19950501 GOOD             NGS
 NP0083
 NP0083                          STATION DESCRIPTION
 NP0083
 NP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0083'21.3 MI N FROM ELLSWORTH.
 NP0083'21.3 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0083'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0083'COUNTY, 210 FEET SOUTH OF A FENCE CORNER AND A KNOLL, 75 FEET
 NP0083'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2-1/2 FEET WEST OF
 NP0083'A FENCE.  A STANDARD DISK, STAMPED A 75 1934 AND SET IN THE
 NP0083'TOP OF A CONCRETE POST.
 NP0083
 NP0083                          STATION RECOVERY (1995)
 NP0083
 NP0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NP0083'MARK RECOVERED IN GOOD CONDITION.  NOTE-MARK IS ON PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0092 ***********************************************************************
 MO0092  DESIGNATION -  A 76
 MO0092  PID         -  MO0092
 MO0092  STATE/COUNTY-  NE/KIMBALL
 MO0092  COUNTRY     -  US
 MO0092  USGS QUAD   -  PINE BLUFFS (2017)
 MO0092
 MO0092                         *CURRENT SURVEY CONTROL
 MO0092  ______________________________________________________________________
 MO0092* NAD 83(1986) POSITION- 41 11 26.     (N) 104 00 45.     (W)   SCALED
 MO0092* NAVD 88 ORTHO HEIGHT -  1520.417 (meters)     4988.23  (feet) ADJUSTED
 MO0092  ______________________________________________________________________
 MO0092  GEOID HEIGHT    -        -18.327 (meters)                     GEOID18
 MO0092  DYNAMIC HEIGHT  -       1519.244 (meters)     4984.39  (feet) COMP
 MO0092  MODELED GRAVITY -    979,799.4   (mgal)                       NAVD 88
 MO0092
 MO0092  VERT ORDER      -  SECOND    CLASS 0
 MO0092
 MO0092.The horizontal coordinates were scaled from a map and have
 MO0092.an estimated accuracy of +/- 6 seconds.
 MO0092
 MO0092.The orthometric height was determined by differential leveling and
 MO0092.adjusted by the NATIONAL GEODETIC SURVEY
 MO0092.in June 1991.
 MO0092
 MO0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0092.GEOID18 height accuracy estimate available here.
 MO0092
 MO0092.Click photographs - Photos may exist for this station.
 MO0092
 MO0092.The dynamic height is computed by dividing the NAVD 88
 MO0092.geopotential number by the normal gravity value computed on the
 MO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0092.degrees latitude (g = 980.6199 gals.).
 MO0092
 MO0092.The modeled gravity was interpolated from observed gravity values.
 MO0092
 MO0092;                    North         East    Units  Estimated Accuracy
 MO0092;SPC NE       -   158,490.      163,610.      MT  (+/- 180 meters Scaled)
 MO0092
 MO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF828603(NAD 83)
 MO0092
 MO0092                          SUPERSEDED SURVEY CONTROL
 MO0092
 MO0092  NGVD 29 (??/??/92) 1519.633  (m)         4985.66   (f) ADJ UNCH    2 0
 MO0092
 MO0092.Superseded values are not recommended for survey control.
 MO0092
 MO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0092.See file dsdata.pdf to determine how the superseded data were derived.
 MO0092
 MO0092_MARKER: DB = BENCH MARK DISK
 MO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0092_STAMPING: A 76 1934
 MO0092_MARK LOGO: CGS
 MO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0092+STABILITY: SURFACE MOTION
 MO0092
 MO0092  HISTORY     - Date     Condition        Report By
 MO0092  HISTORY     - 1934     MONUMENTED       CGS
 MO0092  HISTORY     - 1972     MARK NOT FOUND   USGS
 MO0092  HISTORY     - 1978     MARK NOT FOUND   DOD
 MO0092
 MO0092                          STATION DESCRIPTION
 MO0092
 MO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0092'2.9 MI E FROM PINE BLUFFS.
 MO0092'IN KIMBALL COUNTY, NEBRASKA, 2.9 MILES EAST ALONG THE UNION
 MO0092'PACIFIC RAILROAD FROM THE STATION AT PINE BLUFFS, LARAMIE COUNTY,
 MO0092'WYOMING, 0.4 MILE WEST OF MILEPOST 464, 65.3 FEET SOUTH OF THE
 MO0092'SOUTH RAIL, 13.7 FEET NORTH OF A FENCE, AND 4 FEET LOWER THAN
 MO0092'THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 MO0092
 MO0092                          STATION RECOVERY (1972)
 MO0092
 MO0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MO0092'MARK NOT FOUND.
 MO0092
 MO0092                          STATION RECOVERY (1978)
 MO0092
 MO0092'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 MO0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0210 ***********************************************************************
 MN0210  DESIGNATION -  A 77
 MN0210  PID         -  MN0210
 MN0210  STATE/COUNTY-  NE/CHEYENNE
 MN0210  COUNTRY     -  US
 MN0210  USGS QUAD   -  BROWNSON (2017)
 MN0210
 MN0210                         *CURRENT SURVEY CONTROL
 MN0210  ______________________________________________________________________
 MN0210* NAD 83(1986) POSITION- 41 11 20.     (N) 103 07 14.     (W)   SCALED
 MN0210* NAVD 88 ORTHO HEIGHT -  1284.492 (meters)     4214.20  (feet) ADJUSTED
 MN0210  ______________________________________________________________________
 MN0210  GEOID HEIGHT    -        -19.659 (meters)                     GEOID18
 MN0210  DYNAMIC HEIGHT  -       1283.578 (meters)     4211.21  (feet) COMP
 MN0210  MODELED GRAVITY -    979,867.6   (mgal)                       NAVD 88
 MN0210
 MN0210  VERT ORDER      -  SECOND    CLASS 0
 MN0210
 MN0210.The horizontal coordinates were scaled from a map and have
 MN0210.an estimated accuracy of +/- 6 seconds.
 MN0210
 MN0210.The orthometric height was determined by differential leveling and
 MN0210.adjusted by the NATIONAL GEODETIC SURVEY
 MN0210.in June 1991.
 MN0210
 MN0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0210.GEOID18 height accuracy estimate available here.
 MN0210
 MN0210.Click photographs - Photos may exist for this station.
 MN0210
 MN0210.The dynamic height is computed by dividing the NAVD 88
 MN0210.geopotential number by the normal gravity value computed on the
 MN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0210.degrees latitude (g = 980.6199 gals.).
 MN0210
 MN0210.The modeled gravity was interpolated from observed gravity values.
 MN0210
 MN0210;                    North         East    Units  Estimated Accuracy
 MN0210;SPC NE       -   155,220.      238,350.      MT  (+/- 180 meters Scaled)
 MN0210
 MN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF576614(NAD 83)
 MN0210
 MN0210                          SUPERSEDED SURVEY CONTROL
 MN0210
 MN0210  NGVD 29 (??/??/92) 1283.878  (m)         4212.19   (f) ADJ UNCH    2 0
 MN0210
 MN0210.Superseded values are not recommended for survey control.
 MN0210
 MN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0210.See file dsdata.pdf to determine how the superseded data were derived.
 MN0210
 MN0210_MARKER: DB = BENCH MARK DISK
 MN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0210_STAMPING: A 77 1934
 MN0210_MARK LOGO: CGS
 MN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0210+STABILITY: SURFACE MOTION
 MN0210
 MN0210  HISTORY     - Date     Condition        Report By
 MN0210  HISTORY     - 1934     MONUMENTED       CGS
 MN0210  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0210  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0210
 MN0210                          STATION DESCRIPTION
 MN0210
 MN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0210'0.4 MI W FROM BROWNSON.
 MN0210'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0210'AT BROWNSON, CHEYENNE COUNTY, 7-1/2 POLES WEST OF MILEPOST 416,
 MN0210'68.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12.6 FEET SOUTHWEST
 MN0210'OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 MN0210'DISK, STAMPED A 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0210
 MN0210                          STATION RECOVERY (1972)
 MN0210
 MN0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0210'MARK NOT FOUND.
 MN0210
 MN0210                          STATION RECOVERY (1985)
 MN0210
 MN0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0210'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0550 ***********************************************************************
 MK0550  DESIGNATION -  A 78
 MK0550  PID         -  MK0550
 MK0550  STATE/COUNTY-  NE/SARPY
 MK0550  COUNTRY     -  US
 MK0550  USGS QUAD   -  RALSTON (2017)
 MK0550
 MK0550                         *CURRENT SURVEY CONTROL
 MK0550  ______________________________________________________________________
 MK0550* NAD 83(1986) POSITION- 41 10 55.91   (N) 096 05 31.89   (W)   HD_HELD1
 MK0550* NAVD 88 ORTHO HEIGHT -   322.753 (meters)     1058.90  (feet) ADJUSTED
 MK0550  ______________________________________________________________________
 MK0550  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 MK0550  DYNAMIC HEIGHT  -        322.618 (meters)     1058.46  (feet) COMP
 MK0550  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 MK0550
 MK0550  VERT ORDER      -  FIRST     CLASS II
 MK0550
 MK0550.The horizontal coordinates were determined by differentially corrected
 MK0550.hand held GPS observations or other comparable positioning techniques
 MK0550.and have an estimated accuracy of +/- 3 meters.
 MK0550
 MK0550.The orthometric height was determined by differential leveling and
 MK0550.adjusted by the NATIONAL GEODETIC SURVEY
 MK0550.in June 1991.
 MK0550
 MK0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0550.GEOID18 height accuracy estimate available here.
 MK0550
 MK0550.Click photographs - Photos may exist for this station.
 MK0550
 MK0550.The dynamic height is computed by dividing the NAVD 88
 MK0550.geopotential number by the normal gravity value computed on the
 MK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0550.degrees latitude (g = 980.6199 gals.).
 MK0550
 MK0550.The modeled gravity was interpolated from observed gravity values.
 MK0550
 MK0550;                    North         East    Units  Estimated Accuracy
 MK0550;SPC NE       -   157,164.7     827,658.8     MT  (+/- 3 meters HH1 GPS) 
 MK0550
 MK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4389063059(NAD 83)
 MK0550
 MK0550                          SUPERSEDED SURVEY CONTROL
 MK0550
 MK0550  NGVD 29 (??/??/92)  322.715  (m)         1058.77   (f) ADJ UNCH    1 2
 MK0550
 MK0550.Superseded values are not recommended for survey control.
 MK0550
 MK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0550.See file dsdata.pdf to determine how the superseded data were derived.
 MK0550
 MK0550_MARKER: DB = BENCH MARK DISK
 MK0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0550_SP_SET: ABUTMENT
 MK0550_STAMPING: A 78 1934
 MK0550_MARK LOGO: CGS
 MK0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0550+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2018
 MK0550
 MK0550  HISTORY     - Date     Condition        Report By
 MK0550  HISTORY     - 1934     MONUMENTED       CGS
 MK0550  HISTORY     - 1950     GOOD             CGS
 MK0550  HISTORY     - 1972     POOR             LOCSUR
 MK0550  HISTORY     - 19890818 GOOD             NGS
 MK0550  HISTORY     - 20180417 GOOD             THOMDD
 MK0550
 MK0550                          STATION DESCRIPTION
 MK0550
 MK0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0550'2.5 MI SE FROM MILLARD.
 MK0550'IN SARPY COUNTY, 2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC
 MK0550'RAILROAD FROM THE STATION AT MILLARD, DOUGLAS COUNTY, AT CHICAGO,
 MK0550'BURLINGTON AND QUINCY RAILROAD OVERPASS 28.10, IN THE TOP OF THE
 MK0550'NORTHEAST ABUTMENT, 78.4 FEET NORTH OF THE CENTERLINE OF THE
 MK0550'U.P.R.R. TRACK, AND 4.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 MK0550'THE C.B. AND Q.R.R. TRACK.  A STANDARD DISK, STAMPED A 78.
 MK0550
 MK0550                          STATION RECOVERY (1972)
 MK0550
 MK0550'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MK0550'MARK RECOVERED IN POOR CONDITION.
 MK0550
 MK0550                          STATION RECOVERY (1989)
 MK0550
 MK0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0550'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MK0550'ITS JUNCTION WITH Q STREET IN MILLARD, IN THE NORTHWEST END OF THE
 MK0550'NORTHEAST CONCRETE ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD
 MK0550'OVERPASS OVER THE UNION PACIFIC RAILROAD, 23.9 M (78.4 FT) NORTH OF
 MK0550'THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.4 M (4.6 FT) NORTHWEST
 MK0550'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 0.5 M (1.6
 MK0550'FT) BELOW THE LEVEL OF THE TRACK.
 MK0550
 MK0550                          STATION RECOVERY (2018)
 MK0550
 MK0550'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2018 (MTC)
 MK0550'THE MARK IS LOCATED APPROXIMATELY 2 FT (0.6 M) SOUTHEAST OF THE
 MK0550'NORTHWEST END OF THE ABUTMENT UNDER ABOUT 1 FT (0.3 M) OF ROCK
 MK0550'BALLAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0209 ***********************************************************************
 MM0209  DESIGNATION -  A 8
 MM0209  PID         -  MM0209
 MM0209  STATE/COUNTY-  NE/KEITH
 MM0209  COUNTRY     -  US
 MM0209  USGS QUAD   -  PAXTON SW (2017)
 MM0209
 MM0209                         *CURRENT SURVEY CONTROL
 MM0209  ______________________________________________________________________
 MM0209* NAD 83(1986) POSITION- 41 07 12.     (N) 101 22 55.     (W)   SCALED
 MM0209* NAVD 88 ORTHO HEIGHT -   935.862 (meters)     3070.41  (feet) ADJUSTED
 MM0209  ______________________________________________________________________
 MM0209  GEOID HEIGHT    -        -21.591 (meters)                     GEOID18
 MM0209  DYNAMIC HEIGHT  -        935.281 (meters)     3068.50  (feet) COMP
 MM0209  MODELED GRAVITY -    979,972.2   (mgal)                       NAVD 88
 MM0209
 MM0209  VERT ORDER      -  FIRST     CLASS II
 MM0209
 MM0209.The horizontal coordinates were scaled from a map and have
 MM0209.an estimated accuracy of +/- 6 seconds.
 MM0209
 MM0209.The orthometric height was determined by differential leveling and
 MM0209.adjusted by the NATIONAL GEODETIC SURVEY
 MM0209.in June 1991.
 MM0209
 MM0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0209.GEOID18 height accuracy estimate available here.
 MM0209
 MM0209.Click photographs - Photos may exist for this station.
 MM0209
 MM0209.The dynamic height is computed by dividing the NAVD 88
 MM0209.geopotential number by the normal gravity value computed on the
 MM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0209.degrees latitude (g = 980.6199 gals.).
 MM0209
 MM0209.The modeled gravity was interpolated from observed gravity values.
 MM0209
 MM0209;                    North         East    Units  Estimated Accuracy
 MM0209;SPC NE       -   143,780.      383,980.      MT  (+/- 180 meters Scaled)
 MM0209
 MM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL000548(NAD 83)
 MM0209
 MM0209                          SUPERSEDED SURVEY CONTROL
 MM0209
 MM0209  NGVD 29 (02/14/92)  935.445  (m)         3069.04   (f) ADJUSTED    1 2
 MM0209  NGVD 29 (??/??/87)  935.476  (m)         3069.14   (f) SUPERSEDED  1 2
 MM0209
 MM0209.Superseded values are not recommended for survey control.
 MM0209
 MM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0209.See file dsdata.pdf to determine how the superseded data were derived.
 MM0209
 MM0209_MARKER: DB = BENCH MARK DISK
 MM0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0209_SP_SET: RAILROAD BRIDGE ABUTMENT
 MM0209_STAMPING: A 8 1933 3069.141
 MM0209_MARK LOGO: CGS
 MM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0209+STABILITY: SURFACE MOTION
 MM0209
 MM0209  HISTORY     - Date     Condition        Report By
 MM0209  HISTORY     - 1933     MONUMENTED       CGS
 MM0209  HISTORY     - 1986     GOOD             NGS
 MM0209
 MM0209                          STATION DESCRIPTION
 MM0209
 MM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0209'1.5 MI W FROM PAXTON.
 MM0209'ABOUT 1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0209'PAXTON, KEITH COUNTY, AT MILEPOST 317, AT A TRIPLE 4-BY 2-FOOT
 MM0209'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH
 MM0209'CONCRETE HEAD WALL, 5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MM0209'MAIN TRACK, AND 43.3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 MM0209'A STANDARD DISK, STAMPED 3069.141 A 8 1933.
 MM0209
 MM0209                          STATION RECOVERY (1986)
 MM0209
 MM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0209'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0209'BENCH MARK IS NOW INSIDE A 5-INCH HOLE IN THE CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0508 ***********************************************************************
 LG0508  DESIGNATION -  A 81
 LG0508  PID         -  LG0508
 LG0508  STATE/COUNTY-  NE/SEWARD
 LG0508  COUNTRY     -  US
 LG0508  USGS QUAD   -  SEWARD (2017)
 LG0508
 LG0508                         *CURRENT SURVEY CONTROL
 LG0508  ______________________________________________________________________
 LG0508* NAD 83(1986) POSITION- 40 54 14.     (N) 097 05 53.     (W)   SCALED
 LG0508* NAVD 88 ORTHO HEIGHT -   442.829 (meters)     1452.85  (feet) ADJUSTED
 LG0508  ______________________________________________________________________
 LG0508  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 LG0508  DYNAMIC HEIGHT  -        442.596 (meters)     1452.08  (feet) COMP
 LG0508  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 LG0508
 LG0508  VERT ORDER      -  SECOND    CLASS 0
 LG0508
 LG0508.The horizontal coordinates were scaled from a map and have
 LG0508.an estimated accuracy of +/- 6 seconds.
 LG0508
 LG0508.The orthometric height was determined by differential leveling and
 LG0508.adjusted by the NATIONAL GEODETIC SURVEY
 LG0508.in June 1991.
 LG0508
 LG0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0508.GEOID18 height accuracy estimate available here.
 LG0508
 LG0508.Click photographs - Photos may exist for this station.
 LG0508
 LG0508.The dynamic height is computed by dividing the NAVD 88
 LG0508.geopotential number by the normal gravity value computed on the
 LG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0508.degrees latitude (g = 980.6199 gals.).
 LG0508
 LG0508.The modeled gravity was interpolated from observed gravity values.
 LG0508
 LG0508;                    North         East    Units  Estimated Accuracy
 LG0508;SPC NE       -   122,960.      744,390.      MT  (+/- 180 meters Scaled)
 LG0508
 LG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL601298(NAD 83)
 LG0508
 LG0508                          SUPERSEDED SURVEY CONTROL
 LG0508
 LG0508  NGVD 29 (??/??/92)  442.652  (m)         1452.27   (f) ADJ UNCH    2 0
 LG0508
 LG0508.Superseded values are not recommended for survey control.
 LG0508
 LG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0508.See file dsdata.pdf to determine how the superseded data were derived.
 LG0508
 LG0508_MARKER: DB = BENCH MARK DISK
 LG0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0508_SP_SET: BUILDING
 LG0508_STAMPING: A 81 1935
 LG0508_MARK LOGO: CGS
 LG0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0508
 LG0508  HISTORY     - Date     Condition        Report By
 LG0508  HISTORY     - 1935     MONUMENTED       CGS
 LG0508  HISTORY     - 1961     GOOD             CGS
 LG0508  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 LG0508
 LG0508                          STATION DESCRIPTION
 LG0508
 LG0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0508'AT SEWARD.
 LG0508'AT SEWARD, SEWARD COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0508'RAILROAD, IN THE SOUTH WALL OF THE STATION, 3.6 FEET EAST OF
 LG0508'THE SOUTHWEST CORNER, 34.7 FEET NORTH OF THE NORTH RAIL, AND
 LG0508'4.6 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED A 81
 LG0508'1935 AND SET VERTICALLY.
 LG0508
 LG0508                          STATION RECOVERY (2002)
 LG0508
 LG0508'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0508'SITE LOCATED. STATION AT SEWARD NO LONGER EXISTS. ACCORDING TO
 LG0508'LONG-TIME SEWARD RESIDENT, THE STATION BUILDING HAS BEEN DEMOLISHED.
 LG0508'MARK NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0971 ***********************************************************************
 MK0971  DESIGNATION -  A 82
 MK0971  PID         -  MK0971
 MK0971  STATE/COUNTY-  NE/SAUNDERS
 MK0971  COUNTRY     -  US
 MK0971  USGS QUAD   -  TOUHY (2017)
 MK0971
 MK0971                         *CURRENT SURVEY CONTROL
 MK0971  ______________________________________________________________________
 MK0971* NAD 83(1986) POSITION- 41 12 19.     (N) 096 52 13.     (W)   SCALED
 MK0971* NAVD 88 ORTHO HEIGHT -   458.426 (meters)     1504.02  (feet) ADJUSTED
 MK0971  ______________________________________________________________________
 MK0971  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 MK0971  DYNAMIC HEIGHT  -        458.203 (meters)     1503.29  (feet) COMP
 MK0971  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 MK0971
 MK0971  VERT ORDER      -  SECOND    CLASS 0
 MK0971
 MK0971.The horizontal coordinates were scaled from a map and have
 MK0971.an estimated accuracy of +/- 6 seconds.
 MK0971
 MK0971.The orthometric height was determined by differential leveling and
 MK0971.adjusted by the NATIONAL GEODETIC SURVEY
 MK0971.in June 1991.
 MK0971
 MK0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0971.GEOID18 height accuracy estimate available here.
 MK0971
 MK0971.Click photographs - Photos may exist for this station.
 MK0971
 MK0971.The dynamic height is computed by dividing the NAVD 88
 MK0971.geopotential number by the normal gravity value computed on the
 MK0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0971.degrees latitude (g = 980.6199 gals.).
 MK0971
 MK0971.The modeled gravity was interpolated from observed gravity values.
 MK0971
 MK0971;                    North         East    Units  Estimated Accuracy
 MK0971;SPC NE       -   157,070.      762,360.      MT  (+/- 180 meters Scaled)
 MK0971
 MK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL785637(NAD 83)
 MK0971
 MK0971                          SUPERSEDED SURVEY CONTROL
 MK0971
 MK0971  NGVD 29 (??/??/92)  458.256  (m)         1503.46   (f) ADJ UNCH    2 0
 MK0971
 MK0971.Superseded values are not recommended for survey control.
 MK0971
 MK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0971.See file dsdata.pdf to determine how the superseded data were derived.
 MK0971
 MK0971_MARKER: DB = BENCH MARK DISK
 MK0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0971_STAMPING: A 82 1935
 MK0971_MARK LOGO: CGS
 MK0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0971+STABILITY: SURFACE MOTION
 MK0971
 MK0971  HISTORY     - Date     Condition        Report By
 MK0971  HISTORY     - 1935     MONUMENTED       CGS
 MK0971
 MK0971                          STATION DESCRIPTION
 MK0971
 MK0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0971'8.1 MI E FROM BRAINARD.
 MK0971'8.1 MILES EAST OF BRAINARD BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0971'HIGHWAY NUMBER 16 BETWEEN BRAINARD AND WAHOO, 2.0 MILES WEST OF
 MK0971'JUNCTION WITH STATE HIGHWAY 79, NEAR ROAD CROSSING.  83.8 FEET
 MK0971'SOUTHWEST OF CENTER OF ROAD INTERSECTION, 34.4 FEET SOUTH OF
 MK0971'CENTER LINE OF HIGHWAY NUMBER 16, AND 2.5 FEET NORTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0972 ***********************************************************************
 MK0972  DESIGNATION -  A 82 RESET
 MK0972  PID         -  MK0972
 MK0972  STATE/COUNTY-  NE/SAUNDERS
 MK0972  COUNTRY     -  US
 MK0972  USGS QUAD   -  TOUHY (2017)
 MK0972
 MK0972                         *CURRENT SURVEY CONTROL
 MK0972  ______________________________________________________________________
 MK0972* NAD 83(1986) POSITION- 41 12 19.     (N) 096 52 14.     (W)   SCALED
 MK0972* NAVD 88 ORTHO HEIGHT -   459.60  (meters)     1507.9   (feet) RESET
 MK0972  ______________________________________________________________________
 MK0972  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 MK0972  VERT ORDER      -  THIRD
 MK0972
 MK0972.The horizontal coordinates were scaled from a map and have
 MK0972.an estimated accuracy of +/- 6 seconds.
 MK0972
 MK0972.The orthometric height was computed from unverified reset data.
 MK0972
 MK0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0972.GEOID18 height accuracy estimate available here.
 MK0972
 MK0972.Click photographs - Photos may exist for this station.
 MK0972
 MK0972;                    North         East    Units  Estimated Accuracy
 MK0972;SPC NE       -   157,070.      762,330.      MT  (+/- 180 meters Scaled)
 MK0972
 MK0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL785637(NAD 83)
 MK0972
 MK0972                          SUPERSEDED SURVEY CONTROL
 MK0972
 MK0972  NGVD 29 (??/??/??)  459.43   (m)         1507.3    (f) RESET       3  
 MK0972
 MK0972.Superseded values are not recommended for survey control.
 MK0972
 MK0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0972.See file dsdata.pdf to determine how the superseded data were derived.
 MK0972
 MK0972_MARKER: DB = BENCH MARK DISK
 MK0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0972_STAMPING: A 82 RESET 1939
 MK0972_MARK LOGO: CGS
 MK0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0972+STABILITY: SURFACE MOTION
 MK0972
 MK0972  HISTORY     - Date     Condition        Report By
 MK0972  HISTORY     - 1939     MONUMENTED       NEDR
 MK0972
 MK0972                          STATION DESCRIPTION
 MK0972
 MK0972'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1939
 MK0972'8.1 MI E FROM BRAINARD.
 MK0972'IN SAUNDERS COUNTY, 8.1 MILES EAST ALONG THE 1935 ROUTE OF STATE
 MK0972'HIGHWAY 16 FROM BRAINARD, BUTLER COUNTY, 2.0 MILES WEST OF THE
 MK0972'JUNCTION OF STATE HIGHWAY 79, AT A ROAD INTERSECTION, 88 FEET
 MK0972'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 85 FEET SOUTH OF
 MK0972'THE CENTER LINE OF THE OLD HIGHWAY, AND 2 FEET WEST OF A FENCE.
 MK0972'A STANDARD DISK, STAMPED A 82 RESET 1939 AND SET IN THE TOP OF A
 MK0972'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0487 ***********************************************************************
 LG0487  DESIGNATION -  A 83
 LG0487  PID         -  LG0487
 LG0487  STATE/COUNTY-  NE/SEWARD
 LG0487  COUNTRY     -  US
 LG0487  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0487
 LG0487                         *CURRENT SURVEY CONTROL
 LG0487  ______________________________________________________________________
 LG0487* NAD 83(1986) POSITION- 40 45 25.     (N) 097 18 59.     (W)   SCALED
 LG0487* NAVD 88 ORTHO HEIGHT -   469.496 (meters)     1540.34  (feet) ADJUSTED
 LG0487  ______________________________________________________________________
 LG0487  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 LG0487  DYNAMIC HEIGHT  -        469.240 (meters)     1539.50  (feet) COMP
 LG0487  MODELED GRAVITY -    980,066.0   (mgal)                       NAVD 88
 LG0487
 LG0487  VERT ORDER      -  SECOND    CLASS 0
 LG0487
 LG0487.The horizontal coordinates were scaled from a map and have
 LG0487.an estimated accuracy of +/- 6 seconds.
 LG0487
 LG0487.The orthometric height was determined by differential leveling and
 LG0487.adjusted by the NATIONAL GEODETIC SURVEY
 LG0487.in June 1991.
 LG0487
 LG0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0487.GEOID18 height accuracy estimate available here.
 LG0487
 LG0487.Click photographs - Photos may exist for this station.
 LG0487
 LG0487.The dynamic height is computed by dividing the NAVD 88
 LG0487.geopotential number by the normal gravity value computed on the
 LG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0487.degrees latitude (g = 980.6199 gals.).
 LG0487
 LG0487.The modeled gravity was interpolated from observed gravity values.
 LG0487
 LG0487;                    North         East    Units  Estimated Accuracy
 LG0487;SPC NE       -   106,060.      726,520.      MT  (+/- 180 meters Scaled)
 LG0487
 LG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL421131(NAD 83)
 LG0487
 LG0487                          SUPERSEDED SURVEY CONTROL
 LG0487
 LG0487  NGVD 29 (??/??/92)  469.321  (m)         1539.76   (f) ADJ UNCH    2 0
 LG0487
 LG0487.Superseded values are not recommended for survey control.
 LG0487
 LG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0487.See file dsdata.pdf to determine how the superseded data were derived.
 LG0487
 LG0487_MARKER: DB = BENCH MARK DISK
 LG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0487_STAMPING: A 83 1935
 LG0487_MARK LOGO: CGS
 LG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0487+STABILITY: SURFACE MOTION
 LG0487
 LG0487  HISTORY     - Date     Condition        Report By
 LG0487  HISTORY     - 1935     MONUMENTED       CGS
 LG0487  HISTORY     - 1938     GOOD             CGS
 LG0487
 LG0487                          STATION DESCRIPTION
 LG0487
 LG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0487'3.4 MI NE FROM CORDOVA.
 LG0487'3.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0487'FROM THE STATION AT CORDOVA, SEWARD COUNTY, 0.3 MILE WEST OF
 LG0487'THE R.S. WILSON FARMHOUSE, AT A ROAD CROSSING, 88.2 FEET NORTHEAST
 LG0487'OF THE CENTER OF THE CROSSING, 45.6 FEET EAST OF THE EAST RAIL,
 LG0487'AND 10.7 FEET NORTH OF A FENCE.  A STANDARD DISK, STMAPED A 83
 LG0487'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0487
 LG0487                          STATION RECOVERY (1938)
 LG0487
 LG0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0042 ***********************************************************************
 ML0042  DESIGNATION -  A 84
 ML0042  PID         -  ML0042
 ML0042  STATE/COUNTY-  NE/BOONE
 ML0042  COUNTRY     -  US
 ML0042  USGS QUAD   -  ALBION WEST (2017)
 ML0042
 ML0042                         *CURRENT SURVEY CONTROL
 ML0042  ______________________________________________________________________
 ML0042* NAD 83(1986) POSITION- 41 43 32.     (N) 098 02 48.     (W)   SCALED
 ML0042* NAVD 88 ORTHO HEIGHT -   547.346 (meters)     1795.75  (feet) ADJUSTED
 ML0042  ______________________________________________________________________
 ML0042  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 ML0042  DYNAMIC HEIGHT  -        547.103 (meters)     1794.95  (feet) COMP
 ML0042  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 ML0042
 ML0042  VERT ORDER      -  SECOND    CLASS 0
 ML0042
 ML0042.The horizontal coordinates were scaled from a map and have
 ML0042.an estimated accuracy of +/- 6 seconds.
 ML0042
 ML0042.The orthometric height was determined by differential leveling and
 ML0042.adjusted by the NATIONAL GEODETIC SURVEY
 ML0042.in June 1991.
 ML0042
 ML0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0042.GEOID18 height accuracy estimate available here.
 ML0042
 ML0042.Click photographs - Photos may exist for this station.
 ML0042
 ML0042.The dynamic height is computed by dividing the NAVD 88
 ML0042.geopotential number by the normal gravity value computed on the
 ML0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0042.degrees latitude (g = 980.6199 gals.).
 ML0042
 ML0042.The modeled gravity was interpolated from observed gravity values.
 ML0042
 ML0042;                    North         East    Units  Estimated Accuracy
 ML0042;SPC NE       -   211,920.      662,460.      MT  (+/- 180 meters Scaled)
 ML0042
 ML0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM792197(NAD 83)
 ML0042
 ML0042                          SUPERSEDED SURVEY CONTROL
 ML0042
 ML0042  NGVD 29 (??/??/92)  547.126  (m)         1795.03   (f) ADJ UNCH    2 0
 ML0042
 ML0042.Superseded values are not recommended for survey control.
 ML0042
 ML0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0042.See file dsdata.pdf to determine how the superseded data were derived.
 ML0042
 ML0042_MARKER: DB = BENCH MARK DISK
 ML0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0042_SP_SET: BRIDGE
 ML0042_STAMPING: A 84 1939
 ML0042_MARK LOGO: CGS
 ML0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0042
 ML0042  HISTORY     - Date     Condition        Report By
 ML0042  HISTORY     - 1939     MONUMENTED       CGS
 ML0042  HISTORY     - 1939     GOOD             CGS
 ML0042
 ML0042                          STATION DESCRIPTION
 ML0042
 ML0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0042'3.3 MI SE FROM LORETTO.
 ML0042'3.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0042'FROM THE STATION AT LORETTO, BOONE COUNTY, AT THE SOUTH END OF
 ML0042'BRIDGE D 188, IN THE TOP OF THE BRIDGE SEAT, 6.2 FEET WEST OF THE
 ML0042'WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 ML0042'STAMPED A 84 1939.
 ML0042
 ML0042                          STATION RECOVERY (1939)
 ML0042
 ML0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0062 ***********************************************************************
 ML0062  DESIGNATION -  A 86
 ML0062  PID         -  ML0062
 ML0062  STATE/COUNTY-  NE/BOONE
 ML0062  COUNTRY     -  US
 ML0062  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0062
 ML0062                         *CURRENT SURVEY CONTROL
 ML0062  ______________________________________________________________________
 ML0062* NAD 83(1986) POSITION- 41 36 37.     (N) 098 13 20.     (W)   SCALED
 ML0062* NAVD 88 ORTHO HEIGHT -   552.795 (meters)     1813.63  (feet) ADJUSTED
 ML0062  ______________________________________________________________________
 ML0062  GEOID HEIGHT    -        -24.580 (meters)                     GEOID18
 ML0062  DYNAMIC HEIGHT  -        552.537 (meters)     1812.78  (feet) COMP
 ML0062  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 ML0062
 ML0062  VERT ORDER      -  SECOND    CLASS 0
 ML0062
 ML0062.The horizontal coordinates were scaled from a map and have
 ML0062.an estimated accuracy of +/- 6 seconds.
 ML0062
 ML0062.The orthometric height was determined by differential leveling and
 ML0062.adjusted by the NATIONAL GEODETIC SURVEY
 ML0062.in June 1991.
 ML0062
 ML0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0062.GEOID18 height accuracy estimate available here.
 ML0062
 ML0062.Click photographs - Photos may exist for this station.
 ML0062
 ML0062.The dynamic height is computed by dividing the NAVD 88
 ML0062.geopotential number by the normal gravity value computed on the
 ML0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0062.degrees latitude (g = 980.6199 gals.).
 ML0062
 ML0062.The modeled gravity was interpolated from observed gravity values.
 ML0062
 ML0062;                    North         East    Units  Estimated Accuracy
 ML0062;SPC NE       -   198,810.      648,130.      MT  (+/- 180 meters Scaled)
 ML0062
 ML0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM648067(NAD 83)
 ML0062
 ML0062                          SUPERSEDED SURVEY CONTROL
 ML0062
 ML0062  NGVD 29 (??/??/92)  552.562  (m)         1812.86   (f) ADJ UNCH    2 0
 ML0062
 ML0062.Superseded values are not recommended for survey control.
 ML0062
 ML0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0062.See file dsdata.pdf to determine how the superseded data were derived.
 ML0062
 ML0062_MARKER: DB = BENCH MARK DISK
 ML0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0062_STAMPING: A 86 1935
 ML0062_MARK LOGO: CGS
 ML0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0062+STABILITY: SURFACE MOTION
 ML0062
 ML0062  HISTORY     - Date     Condition        Report By
 ML0062  HISTORY     - 1935     MONUMENTED       CGS
 ML0062  HISTORY     - 1951     MARK NOT FOUND   CGS
 ML0062
 ML0062                          STATION DESCRIPTION
 ML0062
 ML0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0062'1.2 MI SE FROM PRIMROSE.
 ML0062'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0062'STATION AT PRIMROSE, BOONE COUNTY, AT A ROAD CROSSING, 88 FEET
 ML0062'SOUTHWEST OF THE CENTER OF THE CROSSING, 29.3 FEET WEST OF THE
 ML0062'WEST RAIL, AND 30.6 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 ML0062'A 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0062
 ML0062                          STATION RECOVERY (1951)
 ML0062
 ML0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1236 ***********************************************************************
 MK1236  DESIGNATION -  A 87
 MK1236  PID         -  MK1236
 MK1236  STATE/COUNTY-  NE/PLATTE
 MK1236  COUNTRY     -  US
 MK1236  USGS QUAD   -  DUNCAN (2017)
 MK1236
 MK1236                         *CURRENT SURVEY CONTROL
 MK1236  ______________________________________________________________________
 MK1236* NAD 83(1986) POSITION- 41 26 18.     (N) 097 23 03.     (W)   SCALED
 MK1236* NAVD 88 ORTHO HEIGHT -   443.189 (meters)     1454.03  (feet) ADJUSTED
 MK1236  ______________________________________________________________________
 MK1236  GEOID HEIGHT    -        -25.344 (meters)                     GEOID18
 MK1236  DYNAMIC HEIGHT  -        442.996 (meters)     1453.40  (feet) COMP
 MK1236  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 MK1236
 MK1236  VERT ORDER      -  FIRST     CLASS II
 MK1236
 MK1236.The horizontal coordinates were scaled from a map and have
 MK1236.an estimated accuracy of +/- 6 seconds.
 MK1236
 MK1236.The orthometric height was determined by differential leveling and
 MK1236.adjusted by the NATIONAL GEODETIC SURVEY
 MK1236.in June 1991.
 MK1236
 MK1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1236.GEOID18 height accuracy estimate available here.
 MK1236
 MK1236.Click photographs - Photos may exist for this station.
 MK1236
 MK1236.The dynamic height is computed by dividing the NAVD 88
 MK1236.geopotential number by the normal gravity value computed on the
 MK1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1236.degrees latitude (g = 980.6199 gals.).
 MK1236
 MK1236.The modeled gravity was interpolated from observed gravity values.
 MK1236
 MK1236;                    North         East    Units  Estimated Accuracy
 MK1236;SPC NE       -   181,500.      718,510.      MT  (+/- 180 meters Scaled)
 MK1236
 MK1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL349886(NAD 83)
 MK1236
 MK1236                          SUPERSEDED SURVEY CONTROL
 MK1236
 MK1236  NGVD 29 (??/??/92)  443.00   (m)         1453.4    (f) COMPUTED    1 2
 MK1236
 MK1236.Superseded values are not recommended for survey control.
 MK1236
 MK1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1236.See file dsdata.pdf to determine how the superseded data were derived.
 MK1236
 MK1236_MARKER: DB = BENCH MARK DISK
 MK1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1236_STAMPING: A 87 1935
 MK1236_MARK LOGO: CGS
 MK1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1236+STABILITY: SURFACE MOTION
 MK1236
 MK1236  HISTORY     - Date     Condition        Report By
 MK1236  HISTORY     - 1935     MONUMENTED       CGS
 MK1236  HISTORY     - 1940     GOOD             CGS
 MK1236  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1236
 MK1236                          STATION DESCRIPTION
 MK1236
 MK1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1236'2 MI NW FROM COLUMBUS.
 MK1236'BENCH MARK IS ALONG THE UNION RR. AND U.S. HIGHWAY NO. 81,
 MK1236'BETWEEN COLUMBUS AND HUMPHREY, 54.8 FEET NORTHEAST OF CENTERLINE
 MK1236'OF TRACK AT CENTER OF GRADE CROSSING, 43.6 FEET SOUTHWEST OF
 MK1236'CENTERLINE OF U.S. HIGHWAY NO. 81, 33 FEET NORTH OF CENTERLINE
 MK1236'OF EAST-WEST ROAD, 2.0 FEET SOUTH OF 4X4 INCH WHITE WOODEN POST
 MK1236'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.  STD. DISK BM
 MK1236'IN TOP OF CONCRETE POST.
 MK1236
 MK1236                          STATION RECOVERY (1957)
 MK1236
 MK1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1238 ***********************************************************************
 MK1238  DESIGNATION -  A 87 RESET
 MK1238  PID         -  MK1238
 MK1238  STATE/COUNTY-  NE/PLATTE
 MK1238  COUNTRY     -  US
 MK1238  USGS QUAD   -  DUNCAN (2017)
 MK1238
 MK1238                         *CURRENT SURVEY CONTROL
 MK1238  ______________________________________________________________________
 MK1238* NAD 83(1986) POSITION- 41 26 18.     (N) 097 23 03.     (W)   SCALED
 MK1238* NAVD 88 ORTHO HEIGHT -   443.06  (meters)     1453.6   (feet) RESET
 MK1238  ______________________________________________________________________
 MK1238  GEOID HEIGHT    -        -25.344 (meters)                     GEOID18
 MK1238  VERT ORDER      -  THIRD
 MK1238
 MK1238.The horizontal coordinates were scaled from a map and have
 MK1238.an estimated accuracy of +/- 6 seconds.
 MK1238
 MK1238.The orthometric height was computed from unverified reset data.
 MK1238
 MK1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1238.GEOID18 height accuracy estimate available here.
 MK1238
 MK1238.Click photographs - Photos may exist for this station.
 MK1238
 MK1238;                    North         East    Units  Estimated Accuracy
 MK1238;SPC NE       -   181,500.      718,510.      MT  (+/- 180 meters Scaled)
 MK1238
 MK1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL349886(NAD 83)
 MK1238
 MK1238                          SUPERSEDED SURVEY CONTROL
 MK1238
 MK1238  NGVD 29 (??/??/??)  442.87   (m)         1453.0    (f) RESET       3  
 MK1238
 MK1238.Superseded values are not recommended for survey control.
 MK1238
 MK1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1238.See file dsdata.pdf to determine how the superseded data were derived.
 MK1238
 MK1238_MARKER: DB = BENCH MARK DISK
 MK1238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK1238+WITH SETTING: PAVEMENT
 MK1238_SP_SET: BASE
 MK1238_STAMPING: A 87 RESET 1961
 MK1238_MARK LOGO: CGS
 MK1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1238+STABILITY: SURFACE MOTION
 MK1238
 MK1238  HISTORY     - Date     Condition        Report By
 MK1238  HISTORY     - 1961     MONUMENTED       NEDR
 MK1238
 MK1238                          STATION DESCRIPTION
 MK1238
 MK1238'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1238'2 MI NW FROM COLUMBUS.
 MK1238'THIS MARK IS LOCATED 2.0 MILES NORTHWEST ALONG THE UNION PACIFIC
 MK1238'RAILROAD FROM THE STATION AT COLUMBUS, AT A ROAD CROSSING, 47.6
 MK1238'FEET SOUTHWEST FROM THE CENTER OF THE RAILROAD CROSSING, 11 FEET
 MK1238'EAST FROM A POWER POLE AND ON THE NORTH SIDE OF A FENCE RUNNING
 MK1238'EAST TO NORTH, 132 FEET SOUTH FROM THE CENTERLINE OF U.S. 30, AND
 MK1238'SET IN A 12 INCH BY 12 INCH BY 3 FEET CONCRETE BASE WHICH
 MK1238'PROJECT 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1072 ***********************************************************************
 LF1072  DESIGNATION -  A 88
 LF1072  PID         -  LF1072
 LF1072  STATE/COUNTY-  NE/CASS
 LF1072  COUNTRY     -  US
 LF1072  USGS QUAD   -  NEHAWKA (2017)
 LF1072
 LF1072                         *CURRENT SURVEY CONTROL
 LF1072  ______________________________________________________________________
 LF1072* NAD 83(1986) POSITION- 40 49 08.     (N) 095 55 32.     (W)   SCALED
 LF1072* NAVD 88 ORTHO HEIGHT -   295.483 (meters)      969.43  (feet) ADJUSTED
 LF1072  ______________________________________________________________________
 LF1072  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 LF1072  DYNAMIC HEIGHT  -        295.345 (meters)      968.98  (feet) COMP
 LF1072  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 LF1072
 LF1072  VERT ORDER      -  SECOND    CLASS 0
 LF1072
 LF1072.The horizontal coordinates were scaled from a map and have
 LF1072.an estimated accuracy of +/- 6 seconds.
 LF1072
 LF1072.The orthometric height was determined by differential leveling and
 LF1072.adjusted by the NATIONAL GEODETIC SURVEY
 LF1072.in June 1991.
 LF1072
 LF1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1072.GEOID18 height accuracy estimate available here.
 LF1072
 LF1072.Click photographs - Photos may exist for this station.
 LF1072
 LF1072.The dynamic height is computed by dividing the NAVD 88
 LF1072.geopotential number by the normal gravity value computed on the
 LF1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1072.degrees latitude (g = 980.6199 gals.).
 LF1072
 LF1072.The modeled gravity was interpolated from observed gravity values.
 LF1072
 LF1072;                    North         East    Units  Estimated Accuracy
 LF1072;SPC NE       -   117,520.      843,520.      MT  (+/- 180 meters Scaled)
 LF1072
 LF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF532227(NAD 83)
 LF1072
 LF1072                          SUPERSEDED SURVEY CONTROL
 LF1072
 LF1072  NGVD 29 (??/??/92)  295.388  (m)          969.12   (f) ADJ UNCH    2 0
 LF1072
 LF1072.Superseded values are not recommended for survey control.
 LF1072
 LF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1072.See file dsdata.pdf to determine how the superseded data were derived.
 LF1072
 LF1072_MARKER: DB = BENCH MARK DISK
 LF1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1072_STAMPING: A 88 1935
 LF1072_MARK LOGO: CGS
 LF1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1072+STABILITY: SURFACE MOTION
 LF1072
 LF1072  HISTORY     - Date     Condition        Report By
 LF1072  HISTORY     - 1935     MONUMENTED       CGS
 LF1072  HISTORY     - 1947     MARK NOT FOUND   CGS
 LF1072
 LF1072                          STATION DESCRIPTION
 LF1072
 LF1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1072'0.5 MI N FROM UNION.
 LF1072'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1072'STATION AT UNION, CASS COUNTY, 97 FEET SOUTHEAST OF POLE 447+40,
 LF1072'51 FEET EAST OF THE EAST RAIL OF THE TRACK, AND 2.5 FEET WEST OF
 LF1072'A FENCE.  A STANDARD DISK, STAMPED A 88 1935 AND SET IN THE TOP
 LF1072'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0199 ***********************************************************************
 MN0199  DESIGNATION -  A 9
 MN0199  PID         -  MN0199
 MN0199  STATE/COUNTY-  NE/CHEYENNE
 MN0199  COUNTRY     -  US
 MN0199  USGS QUAD   -  LORENZO (2017)
 MN0199
 MN0199                         *CURRENT SURVEY CONTROL
 MN0199  ______________________________________________________________________
 MN0199* NAD 83(1986) POSITION- 41 01 07.     (N) 103 04 57.     (W)   SCALED
 MN0199* NAVD 88 ORTHO HEIGHT -  1342.539 (meters)     4404.65  (feet) ADJUSTED
 MN0199  ______________________________________________________________________
 MN0199  GEOID HEIGHT    -        -19.604 (meters)                     GEOID18
 MN0199  DYNAMIC HEIGHT  -       1341.571 (meters)     4401.47  (feet) COMP
 MN0199  MODELED GRAVITY -    979,856.0   (mgal)                       NAVD 88
 MN0199
 MN0199  VERT ORDER      -  FIRST     CLASS II
 MN0199
 MN0199.The horizontal coordinates were scaled from a map and have
 MN0199.an estimated accuracy of +/- 6 seconds.
 MN0199
 MN0199.The orthometric height was determined by differential leveling and
 MN0199.adjusted by the NATIONAL GEODETIC SURVEY
 MN0199.in June 1991.
 MN0199
 MN0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0199.GEOID18 height accuracy estimate available here.
 MN0199
 MN0199.Click photographs - Photos may exist for this station.
 MN0199
 MN0199.The dynamic height is computed by dividing the NAVD 88
 MN0199.geopotential number by the normal gravity value computed on the
 MN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0199.degrees latitude (g = 980.6199 gals.).
 MN0199
 MN0199.The modeled gravity was interpolated from observed gravity values.
 MN0199
 MN0199;                    North         East    Units  Estimated Accuracy
 MN0199;SPC NE       -   136,220.      240,860.      MT  (+/- 180 meters Scaled)
 MN0199
 MN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF612425(NAD 83)
 MN0199
 MN0199                          SUPERSEDED SURVEY CONTROL
 MN0199
 MN0199  NGVD 29 (??/??/92) 1341.906  (m)         4402.57   (f) ADJ UNCH    1 2
 MN0199
 MN0199.Superseded values are not recommended for survey control.
 MN0199
 MN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0199.See file dsdata.pdf to determine how the superseded data were derived.
 MN0199
 MN0199_MARKER: DB = BENCH MARK DISK
 MN0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0199_STAMPING: 4402.570 A 9 1933
 MN0199_MARK LOGO: CGS
 MN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0199+STABILITY: SURFACE MOTION
 MN0199
 MN0199  HISTORY     - Date     Condition        Report By
 MN0199  HISTORY     - 1933     MONUMENTED       CGS
 MN0199  HISTORY     - 1934     GOOD             CGS
 MN0199  HISTORY     - 1944     GOOD             CGS
 MN0199  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0199
 MN0199                          STATION DESCRIPTION
 MN0199
 MN0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0199'2.2 MI S FROM LORENZO.
 MN0199'2.2 MILES SOUTH ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0199'FROM LORENZO, CHEYENNE COUNTY, 4 POLES NORTH OF MILEPOST 86, AT A
 MN0199'ROAD CROSSING, 36 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 MN0199'34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF THE
 MN0199'RIGHT-OF-WAY FENCE, AND 2 1/2 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MN0199'FENCE.  A STANDARD DISK, STAMPED 4402.570 A 9 1933 AND SET IN THE
 MN0199'TOP OF A CONCRETE POST.
 MN0199
 MN0199                          STATION RECOVERY (1944)
 MN0199
 MN0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 MN0199'RECOVERED IN GOOD CONDITION.
 MN0199
 MN0199                          STATION RECOVERY (1985)
 MN0199
 MN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0199'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0601 ***********************************************************************
 ML0601  DESIGNATION -  A 9
 ML0601  PID         -  ML0601
 ML0601  STATE/COUNTY-  NE/CUSTER
 ML0601  COUNTRY     -  US
 ML0601  USGS QUAD   -  SARGENT WEST (2017)
 ML0601
 ML0601                         *CURRENT SURVEY CONTROL
 ML0601  ______________________________________________________________________
 ML0601* NAD 83(1986) POSITION- 41 39 16.     (N) 099 29 43.     (W)   SCALED
 ML0601* NAVD 88 ORTHO HEIGHT -   723.744 (meters)     2374.48  (feet) ADJUSTED
 ML0601  ______________________________________________________________________
 ML0601  GEOID HEIGHT    -        -22.972 (meters)                     GEOID18
 ML0601  DYNAMIC HEIGHT  -        723.382 (meters)     2373.30  (feet) COMP
 ML0601  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 ML0601
 ML0601  VERT ORDER      -  SECOND    CLASS 0
 ML0601
 ML0601.The horizontal coordinates were scaled from a map and have
 ML0601.an estimated accuracy of +/- 6 seconds.
 ML0601
 ML0601.The orthometric height was determined by differential leveling and
 ML0601.adjusted by the NATIONAL GEODETIC SURVEY
 ML0601.in June 1991.
 ML0601
 ML0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0601.GEOID18 height accuracy estimate available here.
 ML0601
 ML0601.Click photographs - Photos may exist for this station.
 ML0601
 ML0601.The dynamic height is computed by dividing the NAVD 88
 ML0601.geopotential number by the normal gravity value computed on the
 ML0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0601.degrees latitude (g = 980.6199 gals.).
 ML0601
 ML0601.The modeled gravity was interpolated from observed gravity values.
 ML0601
 ML0601;                    North         East    Units  Estimated Accuracy
 ML0601;SPC NE       -   202,310.      542,030.      MT  (+/- 180 meters Scaled)
 ML0601
 ML0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM587115(NAD 83)
 ML0601
 ML0601                          SUPERSEDED SURVEY CONTROL
 ML0601
 ML0601  NGVD 29 (??/??/92)  723.482  (m)         2373.62   (f) ADJ UNCH    2 0
 ML0601
 ML0601.Superseded values are not recommended for survey control.
 ML0601
 ML0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0601.See file dsdata.pdf to determine how the superseded data were derived.
 ML0601
 ML0601_MARKER: DD = SURVEY DISK
 ML0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0601_STAMPING: A 9
 ML0601_MARK LOGO: BOR
 ML0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0601+STABILITY: SURFACE MOTION
 ML0601
 ML0601  HISTORY     - Date     Condition        Report By
 ML0601  HISTORY     - UNK      MONUMENTED       BOR
 ML0601  HISTORY     - 1950     GOOD             CGS
 ML0601
 ML0601                          STATION DESCRIPTION
 ML0601
 ML0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0601'7.7 MI W FROM SARGENT.
 ML0601'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0601'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0601'5.95 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF A DIRT
 ML0601'ROAD LEADING NORTH AND A TRACK ROAD LEADING SOUTH, 86 FEET
 ML0601'NORTHWEST OF A POWER POLE, 38 FEET SOUTH OF THE CENTER LINE
 ML0601'OF THE EAST AND WEST ROAD, 2 FEET NORTH OF A FENCE, 1 FOOT EAST
 ML0601'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0601'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0745 ***********************************************************************
 MK0745  DESIGNATION -  A CTR ELEVATION AXIS
 MK0745  PID         -  MK0745
 MK0745  STATE/COUNTY-  NE/SAUNDERS
 MK0745  COUNTRY     -  US
 MK0745  USGS QUAD   -  MEAD (2017)
 MK0745
 MK0745                         *CURRENT SURVEY CONTROL
 MK0745  ______________________________________________________________________
 MK0745* NAD 83(1986) POSITION- 41 11 43.     (N) 096 26 21.     (W)   SCALED
 MK0745* NAVD 88 ORTHO HEIGHT -   367.040 (meters)     1204.20  (feet) ADJUSTED
 MK0745  ______________________________________________________________________
 MK0745  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 MK0745  DYNAMIC HEIGHT  -        366.875 (meters)     1203.66  (feet) COMP
 MK0745  MODELED GRAVITY -    980,165.0   (mgal)                       NAVD 88
 MK0745
 MK0745  VERT ORDER      -  SECOND    CLASS 0
 MK0745
 MK0745.The horizontal coordinates were scaled from a map and have
 MK0745.an estimated accuracy of +/- 6 seconds.
 MK0745
 MK0745.The orthometric height was determined by differential leveling and
 MK0745.adjusted by the NATIONAL GEODETIC SURVEY
 MK0745.in June 1991.
 MK0745
 MK0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0745.GEOID18 height accuracy estimate available here.
 MK0745
 MK0745.Click photographs - Photos may exist for this station.
 MK0745
 MK0745.The dynamic height is computed by dividing the NAVD 88
 MK0745.geopotential number by the normal gravity value computed on the
 MK0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0745.degrees latitude (g = 980.6199 gals.).
 MK0745
 MK0745.The modeled gravity was interpolated from observed gravity values.
 MK0745
 MK0745;                    North         East    Units  Estimated Accuracy
 MK0745;SPC NE       -   157,360.      798,520.      MT  (+/- 180 meters Scaled)
 MK0745
 MK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL147635(NAD 83)
 MK0745
 MK0745                          SUPERSEDED SURVEY CONTROL
 MK0745
 MK0745  NGVD 29 (??/??/92)  366.912  (m)         1203.78   (f) ADJ UNCH    2 0
 MK0745
 MK0745.Superseded values are not recommended for survey control.
 MK0745
 MK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0745.See file dsdata.pdf to determine how the superseded data were derived.
 MK0745
 MK0745_MARKER: 25 = RADAR ANTENNA
 MK0745_SP_SET: BUILDING
 MK0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0745
 MK0745  HISTORY     - Date     Condition        Report By
 MK0745  HISTORY     - UNK      FIRST OBSERVED   CGS
 MK0745  HISTORY     - 1960     GOOD             CGS
 MK0745
 MK0745                          STATION DESCRIPTION
 MK0745
 MK0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0745'4 MI SE FROM MEAD.
 MK0745'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE A,
 MK0745'(SQUADRON 566-A).  THE STATION IS THE ELEVATION AXIS OF THE
 MK0745'CENTRAL TRACKING RADAR ATENNA WHICH IS LOCATED AT THE NORTHEAST
 MK0745'CORNER OF THE GUIDANCE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0744 ***********************************************************************
 MK0744  DESIGNATION -  A LE 1 SE PLATE
 MK0744  PID         -  MK0744
 MK0744  STATE/COUNTY-  NE/SAUNDERS
 MK0744  COUNTRY     -  US
 MK0744  USGS QUAD   -  MEAD (2017)
 MK0744
 MK0744                         *CURRENT SURVEY CONTROL
 MK0744  ______________________________________________________________________
 MK0744* NAD 83(1986) POSITION- 41 11 43.     (N) 096 26 38.     (W)   SCALED
 MK0744* NAVD 88 ORTHO HEIGHT -   359.899 (meters)     1180.77  (feet) ADJUSTED
 MK0744  ______________________________________________________________________
 MK0744  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0744  DYNAMIC HEIGHT  -        359.738 (meters)     1180.24  (feet) COMP
 MK0744  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 MK0744
 MK0744  VERT ORDER      -  SECOND    CLASS 0
 MK0744
 MK0744.The horizontal coordinates were scaled from a map and have
 MK0744.an estimated accuracy of +/- 6 seconds.
 MK0744
 MK0744.The orthometric height was determined by differential leveling and
 MK0744.adjusted by the NATIONAL GEODETIC SURVEY
 MK0744.in June 1991.
 MK0744
 MK0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0744.GEOID18 height accuracy estimate available here.
 MK0744
 MK0744.Click photographs - Photos may exist for this station.
 MK0744
 MK0744.The dynamic height is computed by dividing the NAVD 88
 MK0744.geopotential number by the normal gravity value computed on the
 MK0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0744.degrees latitude (g = 980.6199 gals.).
 MK0744
 MK0744.The modeled gravity was interpolated from observed gravity values.
 MK0744
 MK0744;                    North         East    Units  Estimated Accuracy
 MK0744;SPC NE       -   157,340.      798,130.      MT  (+/- 180 meters Scaled)
 MK0744
 MK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL143635(NAD 83)
 MK0744
 MK0744                          SUPERSEDED SURVEY CONTROL
 MK0744
 MK0744  NGVD 29 (??/??/92)  359.771  (m)         1180.35   (f) ADJ UNCH    2 0
 MK0744
 MK0744.Superseded values are not recommended for survey control.
 MK0744
 MK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0744.See file dsdata.pdf to determine how the superseded data were derived.
 MK0744
 MK0744_MARKER: Z = SEE DESCRIPTION
 MK0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0744_SP_SET: FIRING PIT
 MK0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0744
 MK0744  HISTORY     - Date     Condition        Report By
 MK0744  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0744  HISTORY     - 1960     GOOD             CGS
 MK0744
 MK0744                          STATION DESCRIPTION
 MK0744
 MK0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0744'4 MI SE FROM MEAD.
 MK0744'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE
 MK0744'SITE AN, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT SQUARE METAL
 MK0744'PLATES ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST
 MK0744'AND THE SOUTHWEST EDGE OF THE FIRING PIT IN LAUNCH BUILDING
 MK0744'NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0743 ***********************************************************************
 MK0743  DESIGNATION -  A LE 1 SW PLATE
 MK0743  PID         -  MK0743
 MK0743  STATE/COUNTY-  NE/SAUNDERS
 MK0743  COUNTRY     -  US
 MK0743  USGS QUAD   -  MEAD (2017)
 MK0743
 MK0743                         *CURRENT SURVEY CONTROL
 MK0743  ______________________________________________________________________
 MK0743* NAD 83(1986) POSITION- 41 11 43.     (N) 096 26 38.     (W)   SCALED
 MK0743* NAVD 88 ORTHO HEIGHT -   359.896 (meters)     1180.76  (feet) ADJUSTED
 MK0743  ______________________________________________________________________
 MK0743  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0743  DYNAMIC HEIGHT  -        359.734 (meters)     1180.23  (feet) COMP
 MK0743  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 MK0743
 MK0743  VERT ORDER      -  SECOND    CLASS 0
 MK0743
 MK0743.The horizontal coordinates were scaled from a map and have
 MK0743.an estimated accuracy of +/- 6 seconds.
 MK0743
 MK0743.The orthometric height was determined by differential leveling and
 MK0743.adjusted by the NATIONAL GEODETIC SURVEY
 MK0743.in June 1991.
 MK0743
 MK0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0743.GEOID18 height accuracy estimate available here.
 MK0743
 MK0743.Click photographs - Photos may exist for this station.
 MK0743
 MK0743.The dynamic height is computed by dividing the NAVD 88
 MK0743.geopotential number by the normal gravity value computed on the
 MK0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0743.degrees latitude (g = 980.6199 gals.).
 MK0743
 MK0743.The modeled gravity was interpolated from observed gravity values.
 MK0743
 MK0743;                    North         East    Units  Estimated Accuracy
 MK0743;SPC NE       -   157,340.      798,130.      MT  (+/- 180 meters Scaled)
 MK0743
 MK0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL143635(NAD 83)
 MK0743
 MK0743                          SUPERSEDED SURVEY CONTROL
 MK0743
 MK0743  NGVD 29 (??/??/92)  359.768  (m)         1180.34   (f) ADJ UNCH    2 0
 MK0743
 MK0743.Superseded values are not recommended for survey control.
 MK0743
 MK0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0743.See file dsdata.pdf to determine how the superseded data were derived.
 MK0743
 MK0743_MARKER: Z = SEE DESCRIPTION
 MK0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0743_SP_SET: FIRING PIT
 MK0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0743
 MK0743  HISTORY     - Date     Condition        Report By
 MK0743  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0743  HISTORY     - 1960     GOOD             CGS
 MK0743
 MK0743                          STATION DESCRIPTION
 MK0743
 MK0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0743'4 MI SE FROM MEAD.
 MK0743'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE
 MK0743'SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT SQUARE METAL
 MK0743'PLATES ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST
 MK0743'AND THE SOUTHWEST EDGE OF THE FIRING PIT IN LAUNCH BUILDING
 MK0743'NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0742 ***********************************************************************
 MK0742  DESIGNATION -  A LE 2 NE PLATE
 MK0742  PID         -  MK0742
 MK0742  STATE/COUNTY-  NE/SAUNDERS
 MK0742  COUNTRY     -  US
 MK0742  USGS QUAD   -  MEAD (2017)
 MK0742
 MK0742                         *CURRENT SURVEY CONTROL
 MK0742  ______________________________________________________________________
 MK0742* NAD 83(1986) POSITION- 41 11 44.     (N) 096 26 24.     (W)   SCALED
 MK0742* NAVD 88 ORTHO HEIGHT -   358.073 (meters)     1174.78  (feet) ADJUSTED
 MK0742  ______________________________________________________________________
 MK0742  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0742  DYNAMIC HEIGHT  -        357.912 (meters)     1174.25  (feet) COMP
 MK0742  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 MK0742
 MK0742  VERT ORDER      -  SECOND    CLASS 0
 MK0742
 MK0742.The horizontal coordinates were scaled from a map and have
 MK0742.an estimated accuracy of +/- 6 seconds.
 MK0742
 MK0742.The orthometric height was determined by differential leveling and
 MK0742.adjusted by the NATIONAL GEODETIC SURVEY
 MK0742.in June 1991.
 MK0742
 MK0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0742.GEOID18 height accuracy estimate available here.
 MK0742
 MK0742.Click photographs - Photos may exist for this station.
 MK0742
 MK0742.The dynamic height is computed by dividing the NAVD 88
 MK0742.geopotential number by the normal gravity value computed on the
 MK0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0742.degrees latitude (g = 980.6199 gals.).
 MK0742
 MK0742.The modeled gravity was interpolated from observed gravity values.
 MK0742
 MK0742;                    North         East    Units  Estimated Accuracy
 MK0742;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0742
 MK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0742
 MK0742                          SUPERSEDED SURVEY CONTROL
 MK0742
 MK0742  NGVD 29 (??/??/92)  357.945  (m)         1174.36   (f) ADJ UNCH    2 0
 MK0742
 MK0742.Superseded values are not recommended for survey control.
 MK0742
 MK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0742.See file dsdata.pdf to determine how the superseded data were derived.
 MK0742
 MK0742_MARKER: Z = SEE DESCRIPTION
 MK0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0742_SP_SET: FIRING PIT
 MK0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0742
 MK0742  HISTORY     - Date     Condition        Report By
 MK0742  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0742  HISTORY     - 1960     GOOD             CGS
 MK0742
 MK0742                          STATION DESCRIPTION
 MK0742
 MK0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0742'4 MI SE FROM MEAD.
 MK0742'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0742'BASE, MISSILE SITE A (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0742'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0742'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE OF THE
 MK0742'FIRING PIT OF LAUNCHER BUILDING NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0741 ***********************************************************************
 MK0741  DESIGNATION -  A LE 2 NW PLATE
 MK0741  PID         -  MK0741
 MK0741  STATE/COUNTY-  NE/SAUNDERS
 MK0741  COUNTRY     -  US
 MK0741  USGS QUAD   -  MEAD (2017)
 MK0741
 MK0741                         *CURRENT SURVEY CONTROL
 MK0741  ______________________________________________________________________
 MK0741* NAD 83(1986) POSITION- 41 11 44.     (N) 096 26 24.     (W)   SCALED
 MK0741* NAVD 88 ORTHO HEIGHT -   358.073 (meters)     1174.78  (feet) ADJUSTED
 MK0741  ______________________________________________________________________
 MK0741  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0741  DYNAMIC HEIGHT  -        357.912 (meters)     1174.25  (feet) COMP
 MK0741  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 MK0741
 MK0741  VERT ORDER      -  SECOND    CLASS 0
 MK0741
 MK0741.The horizontal coordinates were scaled from a map and have
 MK0741.an estimated accuracy of +/- 6 seconds.
 MK0741
 MK0741.The orthometric height was determined by differential leveling and
 MK0741.adjusted by the NATIONAL GEODETIC SURVEY
 MK0741.in June 1991.
 MK0741
 MK0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0741.GEOID18 height accuracy estimate available here.
 MK0741
 MK0741.Click photographs - Photos may exist for this station.
 MK0741
 MK0741.The dynamic height is computed by dividing the NAVD 88
 MK0741.geopotential number by the normal gravity value computed on the
 MK0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0741.degrees latitude (g = 980.6199 gals.).
 MK0741
 MK0741.The modeled gravity was interpolated from observed gravity values.
 MK0741
 MK0741;                    North         East    Units  Estimated Accuracy
 MK0741;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0741
 MK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0741
 MK0741                          SUPERSEDED SURVEY CONTROL
 MK0741
 MK0741  NGVD 29 (??/??/92)  357.945  (m)         1174.36   (f) ADJ UNCH    2 0
 MK0741
 MK0741.Superseded values are not recommended for survey control.
 MK0741
 MK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0741.See file dsdata.pdf to determine how the superseded data were derived.
 MK0741
 MK0741_MARKER: Z = SEE DESCRIPTION
 MK0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0741_SP_SET: FIRING PIT
 MK0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0741
 MK0741  HISTORY     - Date     Condition        Report By
 MK0741  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0741  HISTORY     - 1960     GOOD             CGS
 MK0741
 MK0741                          STATION DESCRIPTION
 MK0741
 MK0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0741'4 MI SE FROM MEAD.
 MK0741'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0741'BASE, MISSILE SITE A (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0741'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0741'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE OF
 MK0741'THE FIRING PIT OF LAUNCHER BUILDING NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0739 ***********************************************************************
 MK0739  DESIGNATION -  A LE 2 SE PLATE
 MK0739  PID         -  MK0739
 MK0739  STATE/COUNTY-  NE/SAUNDERS
 MK0739  COUNTRY     -  US
 MK0739  USGS QUAD   -  MEAD (2017)
 MK0739
 MK0739                         *CURRENT SURVEY CONTROL
 MK0739  ______________________________________________________________________
 MK0739* NAD 83(1986) POSITION- 41 11 44.     (N) 096 26 24.     (W)   SCALED
 MK0739* NAVD 88 ORTHO HEIGHT -   358.073 (meters)     1174.78  (feet) ADJUSTED
 MK0739  ______________________________________________________________________
 MK0739  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0739  DYNAMIC HEIGHT  -        357.912 (meters)     1174.25  (feet) COMP
 MK0739  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 MK0739
 MK0739  VERT ORDER      -  SECOND    CLASS 0
 MK0739
 MK0739.The horizontal coordinates were scaled from a map and have
 MK0739.an estimated accuracy of +/- 6 seconds.
 MK0739
 MK0739.The orthometric height was determined by differential leveling and
 MK0739.adjusted by the NATIONAL GEODETIC SURVEY
 MK0739.in June 1991.
 MK0739
 MK0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0739.GEOID18 height accuracy estimate available here.
 MK0739
 MK0739.Click photographs - Photos may exist for this station.
 MK0739
 MK0739.The dynamic height is computed by dividing the NAVD 88
 MK0739.geopotential number by the normal gravity value computed on the
 MK0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0739.degrees latitude (g = 980.6199 gals.).
 MK0739
 MK0739.The modeled gravity was interpolated from observed gravity values.
 MK0739
 MK0739;                    North         East    Units  Estimated Accuracy
 MK0739;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0739
 MK0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0739
 MK0739                          SUPERSEDED SURVEY CONTROL
 MK0739
 MK0739  NGVD 29 (??/??/92)  357.945  (m)         1174.36   (f) ADJ UNCH    2 0
 MK0739
 MK0739.Superseded values are not recommended for survey control.
 MK0739
 MK0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0739.See file dsdata.pdf to determine how the superseded data were derived.
 MK0739
 MK0739_MARKER: Z = SEE DESCRIPTION
 MK0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0739_SP_SET: FIRING PIT
 MK0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0739
 MK0739  HISTORY     - Date     Condition        Report By
 MK0739  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0739  HISTORY     - 1960     GOOD             CGS
 MK0739
 MK0739                          STATION DESCRIPTION
 MK0739
 MK0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0739'4 MI SE FROM MEAD.
 MK0739'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0739'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0739'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0739'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE
 MK0739'OF THE FIRING PIT OF LAUNCHER BUILDING NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0740 ***********************************************************************
 MK0740  DESIGNATION -  A LE 2 SW PLATE
 MK0740  PID         -  MK0740
 MK0740  STATE/COUNTY-  NE/SAUNDERS
 MK0740  COUNTRY     -  US
 MK0740  USGS QUAD   -  MEAD (2017)
 MK0740
 MK0740                         *CURRENT SURVEY CONTROL
 MK0740  ______________________________________________________________________
 MK0740* NAD 83(1986) POSITION- 41 11 44.     (N) 096 26 24.     (W)   SCALED
 MK0740* NAVD 88 ORTHO HEIGHT -   358.072 (meters)     1174.77  (feet) ADJUSTED
 MK0740  ______________________________________________________________________
 MK0740  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0740  DYNAMIC HEIGHT  -        357.911 (meters)     1174.25  (feet) COMP
 MK0740  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 MK0740
 MK0740  VERT ORDER      -  SECOND    CLASS 0
 MK0740
 MK0740.The horizontal coordinates were scaled from a map and have
 MK0740.an estimated accuracy of +/- 6 seconds.
 MK0740
 MK0740.The orthometric height was determined by differential leveling and
 MK0740.adjusted by the NATIONAL GEODETIC SURVEY
 MK0740.in June 1991.
 MK0740
 MK0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0740.GEOID18 height accuracy estimate available here.
 MK0740
 MK0740.Click photographs - Photos may exist for this station.
 MK0740
 MK0740.The dynamic height is computed by dividing the NAVD 88
 MK0740.geopotential number by the normal gravity value computed on the
 MK0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0740.degrees latitude (g = 980.6199 gals.).
 MK0740
 MK0740.The modeled gravity was interpolated from observed gravity values.
 MK0740
 MK0740;                    North         East    Units  Estimated Accuracy
 MK0740;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0740
 MK0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0740
 MK0740                          SUPERSEDED SURVEY CONTROL
 MK0740
 MK0740  NGVD 29 (??/??/92)  357.944  (m)         1174.35   (f) ADJ UNCH    2 0
 MK0740
 MK0740.Superseded values are not recommended for survey control.
 MK0740
 MK0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0740.See file dsdata.pdf to determine how the superseded data were derived.
 MK0740
 MK0740_MARKER: Z = SEE DESCRIPTION
 MK0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0740_SP_SET: FIRING PIT
 MK0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0740
 MK0740  HISTORY     - Date     Condition        Report By
 MK0740  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0740  HISTORY     - 1960     GOOD             CGS
 MK0740
 MK0740                          STATION DESCRIPTION
 MK0740
 MK0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0740'4 MI SE FROM MEAD.
 MK0740'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0740'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0740'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0740'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE OF
 MK0740'THE FIRING PIT OF LAUNCHER BUILDING NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0738 ***********************************************************************
 MK0738  DESIGNATION -  A LE 3 N
 MK0738  PID         -  MK0738
 MK0738  STATE/COUNTY-  NE/SAUNDERS
 MK0738  COUNTRY     -  US
 MK0738  USGS QUAD   -  MEAD (2017)
 MK0738
 MK0738                         *CURRENT SURVEY CONTROL
 MK0738  ______________________________________________________________________
 MK0738* NAD 83(1986) POSITION- 41 11 36.     (N) 096 26 15.     (W)   SCALED
 MK0738* NAVD 88 ORTHO HEIGHT -   358.453 (meters)     1176.02  (feet) ADJUSTED
 MK0738  ______________________________________________________________________
 MK0738  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0738  DYNAMIC HEIGHT  -        358.293 (meters)     1175.50  (feet) COMP
 MK0738  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MK0738
 MK0738  VERT ORDER      -  SECOND    CLASS 0
 MK0738
 MK0738.The horizontal coordinates were scaled from a map and have
 MK0738.an estimated accuracy of +/- 6 seconds.
 MK0738
 MK0738.The orthometric height was determined by differential leveling and
 MK0738.adjusted by the NATIONAL GEODETIC SURVEY
 MK0738.in June 1991.
 MK0738
 MK0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0738.GEOID18 height accuracy estimate available here.
 MK0738
 MK0738.Click photographs - Photos may exist for this station.
 MK0738
 MK0738.The dynamic height is computed by dividing the NAVD 88
 MK0738.geopotential number by the normal gravity value computed on the
 MK0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0738.degrees latitude (g = 980.6199 gals.).
 MK0738
 MK0738.The modeled gravity was interpolated from observed gravity values.
 MK0738
 MK0738;                    North         East    Units  Estimated Accuracy
 MK0738;SPC NE       -   157,150.      798,670.      MT  (+/- 180 meters Scaled)
 MK0738
 MK0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0738
 MK0738                          SUPERSEDED SURVEY CONTROL
 MK0738
 MK0738  NGVD 29 (??/??/92)  358.325  (m)         1175.60   (f) ADJ UNCH    2 0
 MK0738
 MK0738.Superseded values are not recommended for survey control.
 MK0738
 MK0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0738.See file dsdata.pdf to determine how the superseded data were derived.
 MK0738
 MK0738_MARKER: Z = SEE DESCRIPTION
 MK0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0738_SP_SET: FIRING PIT
 MK0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0738
 MK0738  HISTORY     - Date     Condition        Report By
 MK0738  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0738  HISTORY     - 1960     GOOD             CGS
 MK0738
 MK0738                          STATION DESCRIPTION
 MK0738
 MK0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0738'4 MI SE FROM MEAD.
 MK0738'4 MILES SOUTHEAST THE STATION IS LOCATED AT OFFUTT AIR FORCE
 MK0738'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARK IS A FLAT
 MK0738'TOPPED, UNSTAMPED, BRONZE DISK CEMENTED IN A DRILLHOLE IN THE
 MK0738'FLOOR OF LAUNCHER NO. 3.  THE MARK IS 4 FEET NORTH OF THE FIRING
 MK0738'PIT AND ON THE Y-Y AXIS OF THE LAUNCHER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0737 ***********************************************************************
 MK0737  DESIGNATION -  A LE 3 NE PLATE
 MK0737  PID         -  MK0737
 MK0737  STATE/COUNTY-  NE/SAUNDERS
 MK0737  COUNTRY     -  US
 MK0737  USGS QUAD   -  MEAD (2017)
 MK0737
 MK0737                         *CURRENT SURVEY CONTROL
 MK0737  ______________________________________________________________________
 MK0737* NAD 83(1986) POSITION- 41 11 36.     (N) 096 26 16.     (W)   SCALED
 MK0737* NAVD 88 ORTHO HEIGHT -   358.448 (meters)     1176.01  (feet) ADJUSTED
 MK0737  ______________________________________________________________________
 MK0737  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0737  DYNAMIC HEIGHT  -        358.287 (meters)     1175.48  (feet) COMP
 MK0737  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MK0737
 MK0737  VERT ORDER      -  SECOND    CLASS 0
 MK0737
 MK0737.The horizontal coordinates were scaled from a map and have
 MK0737.an estimated accuracy of +/- 6 seconds.
 MK0737
 MK0737.The orthometric height was determined by differential leveling and
 MK0737.adjusted by the NATIONAL GEODETIC SURVEY
 MK0737.in June 1991.
 MK0737
 MK0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0737.GEOID18 height accuracy estimate available here.
 MK0737
 MK0737.Click photographs - Photos may exist for this station.
 MK0737
 MK0737.The dynamic height is computed by dividing the NAVD 88
 MK0737.geopotential number by the normal gravity value computed on the
 MK0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0737.degrees latitude (g = 980.6199 gals.).
 MK0737
 MK0737.The modeled gravity was interpolated from observed gravity values.
 MK0737
 MK0737;                    North         East    Units  Estimated Accuracy
 MK0737;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0737
 MK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0737
 MK0737                          SUPERSEDED SURVEY CONTROL
 MK0737
 MK0737  NGVD 29 (??/??/92)  358.320  (m)         1175.59   (f) ADJ UNCH    2 0
 MK0737
 MK0737.Superseded values are not recommended for survey control.
 MK0737
 MK0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0737.See file dsdata.pdf to determine how the superseded data were derived.
 MK0737
 MK0737_MARKER: Z = SEE DESCRIPTION
 MK0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0737_SP_SET: FIRING PIT
 MK0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0737
 MK0737  HISTORY     - Date     Condition        Report By
 MK0737  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0737  HISTORY     - 1960     GOOD             CGS
 MK0737
 MK0737                          STATION DESCRIPTION
 MK0737
 MK0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0737'4 MI SE FROM MEAD.
 MK0737'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0737'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0737'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0737'THE SOUTHEAST, SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE
 MK0737'FIRING PIT OF LAUNCHER BUILDING NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0736 ***********************************************************************
 MK0736  DESIGNATION -  A LE 3 NW PLATE
 MK0736  PID         -  MK0736
 MK0736  STATE/COUNTY-  NE/SAUNDERS
 MK0736  COUNTRY     -  US
 MK0736  USGS QUAD   -  MEAD (2017)
 MK0736
 MK0736                         *CURRENT SURVEY CONTROL
 MK0736  ______________________________________________________________________
 MK0736* NAD 83(1986) POSITION- 41 11 36.     (N) 096 26 16.     (W)   SCALED
 MK0736* NAVD 88 ORTHO HEIGHT -   358.450 (meters)     1176.01  (feet) ADJUSTED
 MK0736  ______________________________________________________________________
 MK0736  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0736  DYNAMIC HEIGHT  -        358.289 (meters)     1175.49  (feet) COMP
 MK0736  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MK0736
 MK0736  VERT ORDER      -  SECOND    CLASS 0
 MK0736
 MK0736.The horizontal coordinates were scaled from a map and have
 MK0736.an estimated accuracy of +/- 6 seconds.
 MK0736
 MK0736.The orthometric height was determined by differential leveling and
 MK0736.adjusted by the NATIONAL GEODETIC SURVEY
 MK0736.in June 1991.
 MK0736
 MK0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0736.GEOID18 height accuracy estimate available here.
 MK0736
 MK0736.Click photographs - Photos may exist for this station.
 MK0736
 MK0736.The dynamic height is computed by dividing the NAVD 88
 MK0736.geopotential number by the normal gravity value computed on the
 MK0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0736.degrees latitude (g = 980.6199 gals.).
 MK0736
 MK0736.The modeled gravity was interpolated from observed gravity values.
 MK0736
 MK0736;                    North         East    Units  Estimated Accuracy
 MK0736;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0736
 MK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0736
 MK0736                          SUPERSEDED SURVEY CONTROL
 MK0736
 MK0736  NGVD 29 (??/??/92)  358.322  (m)         1175.59   (f) ADJ UNCH    2 0
 MK0736
 MK0736.Superseded values are not recommended for survey control.
 MK0736
 MK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0736.See file dsdata.pdf to determine how the superseded data were derived.
 MK0736
 MK0736_MARKER: Z = SEE DESCRIPTION
 MK0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0736_SP_SET: FIRING PIT
 MK0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0736
 MK0736  HISTORY     - Date     Condition        Report By
 MK0736  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0736  HISTORY     - 1960     GOOD             CGS
 MK0736
 MK0736                          STATION DESCRIPTION
 MK0736
 MK0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0736'4 MI SE FROM MEAD.
 MK0736'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0736'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0736'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0736'THE SOUTHEAST, SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE
 MK0736'FIRING PIT OF LAUNCHER BUILDING NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0746 ***********************************************************************
 MK0746  DESIGNATION -  A LE 3 S
 MK0746  PID         -  MK0746
 MK0746  STATE/COUNTY-  NE/SAUNDERS
 MK0746  COUNTRY     -  US
 MK0746  USGS QUAD   -  MEAD (2017)
 MK0746
 MK0746                         *CURRENT SURVEY CONTROL
 MK0746  ______________________________________________________________________
 MK0746* NAD 83(1986) POSITION- 41 11 36.     (N) 096 26 15.     (W)   SCALED
 MK0746* NAVD 88 ORTHO HEIGHT -   358.456 (meters)     1176.03  (feet) ADJUSTED
 MK0746  ______________________________________________________________________
 MK0746  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0746  DYNAMIC HEIGHT  -        358.296 (meters)     1175.51  (feet) COMP
 MK0746  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MK0746
 MK0746  VERT ORDER      -  SECOND    CLASS 0
 MK0746
 MK0746.The horizontal coordinates were scaled from a map and have
 MK0746.an estimated accuracy of +/- 6 seconds.
 MK0746
 MK0746.The orthometric height was determined by differential leveling and
 MK0746.adjusted by the NATIONAL GEODETIC SURVEY
 MK0746.in June 1991.
 MK0746
 MK0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0746.GEOID18 height accuracy estimate available here.
 MK0746
 MK0746.Click photographs - Photos may exist for this station.
 MK0746
 MK0746.The dynamic height is computed by dividing the NAVD 88
 MK0746.geopotential number by the normal gravity value computed on the
 MK0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0746.degrees latitude (g = 980.6199 gals.).
 MK0746
 MK0746.The modeled gravity was interpolated from observed gravity values.
 MK0746
 MK0746;                    North         East    Units  Estimated Accuracy
 MK0746;SPC NE       -   157,150.      798,670.      MT  (+/- 180 meters Scaled)
 MK0746
 MK0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0746
 MK0746                          SUPERSEDED SURVEY CONTROL
 MK0746
 MK0746  NGVD 29 (??/??/92)  358.329  (m)         1175.62   (f) ADJ UNCH    2 0
 MK0746
 MK0746.Superseded values are not recommended for survey control.
 MK0746
 MK0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0746.See file dsdata.pdf to determine how the superseded data were derived.
 MK0746
 MK0746_MARKER: DD = SURVEY DISK
 MK0746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0746_SP_SET: LAUNCHER
 MK0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0746
 MK0746  HISTORY     - Date     Condition        Report By
 MK0746  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0746  HISTORY     - 1960     GOOD             CGS
 MK0746
 MK0746                          STATION DESCRIPTION
 MK0746
 MK0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0746'4 MI SE FROM MEAD.
 MK0746'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE A,
 MK0746'(SQUADRON 566-A).  THE MARK IS A FLAT TOPPED, UNSTAMPED, BRONZE
 MK0746'DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER NO. 3.
 MK0746'THE MARK IS 4 FEET SOUTH OF THE FIRING PIT AND ON THE Y-Y AXIS
 MK0746'OF THE LAUNCHER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0734 ***********************************************************************
 MK0734  DESIGNATION -  A LE 3 SE PLATE
 MK0734  PID         -  MK0734
 MK0734  STATE/COUNTY-  NE/SAUNDERS
 MK0734  COUNTRY     -  US
 MK0734  USGS QUAD   -  MEAD (2017)
 MK0734
 MK0734                         *CURRENT SURVEY CONTROL
 MK0734  ______________________________________________________________________
 MK0734* NAD 83(1986) POSITION- 41 11 36.     (N) 096 26 16.     (W)   SCALED
 MK0734* NAVD 88 ORTHO HEIGHT -   358.449 (meters)     1176.01  (feet) ADJUSTED
 MK0734  ______________________________________________________________________
 MK0734  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0734  DYNAMIC HEIGHT  -        358.289 (meters)     1175.49  (feet) COMP
 MK0734  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MK0734
 MK0734  VERT ORDER      -  SECOND    CLASS 0
 MK0734
 MK0734.The horizontal coordinates were scaled from a map and have
 MK0734.an estimated accuracy of +/- 6 seconds.
 MK0734
 MK0734.The orthometric height was determined by differential leveling and
 MK0734.adjusted by the NATIONAL GEODETIC SURVEY
 MK0734.in June 1991.
 MK0734
 MK0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0734.GEOID18 height accuracy estimate available here.
 MK0734
 MK0734.Click photographs - Photos may exist for this station.
 MK0734
 MK0734.The dynamic height is computed by dividing the NAVD 88
 MK0734.geopotential number by the normal gravity value computed on the
 MK0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0734.degrees latitude (g = 980.6199 gals.).
 MK0734
 MK0734.The modeled gravity was interpolated from observed gravity values.
 MK0734
 MK0734;                    North         East    Units  Estimated Accuracy
 MK0734;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0734
 MK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0734
 MK0734                          SUPERSEDED SURVEY CONTROL
 MK0734
 MK0734  NGVD 29 (??/??/92)  358.322  (m)         1175.59   (f) ADJ UNCH    2 0
 MK0734
 MK0734.Superseded values are not recommended for survey control.
 MK0734
 MK0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0734.See file dsdata.pdf to determine how the superseded data were derived.
 MK0734
 MK0734_MARKER: Z = SEE DESCRIPTION
 MK0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0734_SP_SET: FIRING PIT
 MK0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0734
 MK0734  HISTORY     - Date     Condition        Report By
 MK0734  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0734  HISTORY     - 1960     GOOD             CGS
 MK0734
 MK0734                          STATION DESCRIPTION
 MK0734
 MK0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0734'4 MI SE FROM MEAD.
 MK0734'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE
 MK0734'A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES
 MK0734'ON WHICH THE MISSILE IS MOUNTED AND ARE AT THE SOUTHEAST,
 MK0734'SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE FIRING PIT OF
 MK0734'LAUNCHER BUILDING NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0735 ***********************************************************************
 MK0735  DESIGNATION -  A LE 3 SW PLATE
 MK0735  PID         -  MK0735
 MK0735  STATE/COUNTY-  NE/SAUNDERS
 MK0735  COUNTRY     -  US
 MK0735  USGS QUAD   -  MEAD (2017)
 MK0735
 MK0735                         *CURRENT SURVEY CONTROL
 MK0735  ______________________________________________________________________
 MK0735* NAD 83(1986) POSITION- 41 11 36.     (N) 096 26 16.     (W)   SCALED
 MK0735* NAVD 88 ORTHO HEIGHT -   358.451 (meters)     1176.02  (feet) ADJUSTED
 MK0735  ______________________________________________________________________
 MK0735  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0735  DYNAMIC HEIGHT  -        358.291 (meters)     1175.49  (feet) COMP
 MK0735  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MK0735
 MK0735  VERT ORDER      -  SECOND    CLASS 0
 MK0735
 MK0735.The horizontal coordinates were scaled from a map and have
 MK0735.an estimated accuracy of +/- 6 seconds.
 MK0735
 MK0735.The orthometric height was determined by differential leveling and
 MK0735.adjusted by the NATIONAL GEODETIC SURVEY
 MK0735.in June 1991.
 MK0735
 MK0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0735.GEOID18 height accuracy estimate available here.
 MK0735
 MK0735.Click photographs - Photos may exist for this station.
 MK0735
 MK0735.The dynamic height is computed by dividing the NAVD 88
 MK0735.geopotential number by the normal gravity value computed on the
 MK0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0735.degrees latitude (g = 980.6199 gals.).
 MK0735
 MK0735.The modeled gravity was interpolated from observed gravity values.
 MK0735
 MK0735;                    North         East    Units  Estimated Accuracy
 MK0735;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0735
 MK0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0735
 MK0735                          SUPERSEDED SURVEY CONTROL
 MK0735
 MK0735  NGVD 29 (??/??/92)  358.324  (m)         1175.60   (f) ADJ UNCH    2 0
 MK0735
 MK0735.Superseded values are not recommended for survey control.
 MK0735
 MK0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0735.See file dsdata.pdf to determine how the superseded data were derived.
 MK0735
 MK0735_MARKER: Z = SEE DESCRIPTION
 MK0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0735_SP_SET: FIRING PIT
 MK0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0735
 MK0735  HISTORY     - Date     Condition        Report By
 MK0735  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0735  HISTORY     - 1960     GOOD             CGS
 MK0735
 MK0735                          STATION DESCRIPTION
 MK0735
 MK0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0735'4 MI SE FROM MEAD.
 MK0735'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0735'BASE, MISSILE SITE A, (SQUARDRON 566-A).  THE MARKS ARE 1 FOOT
 MK0735'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0735'THE SOUTHEAST, SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE
 MK0735'FIRING PIT OF LAUNCHER BUILDING NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0431 ***********************************************************************
 ML0431  DESIGNATION -  AA 282
 ML0431  PID         -  ML0431
 ML0431  STATE/COUNTY-  NE/HOWARD
 ML0431  COUNTRY     -  US
 ML0431  USGS QUAD   -  BOELUS (2017)
 ML0431
 ML0431                         *CURRENT SURVEY CONTROL
 ML0431  ______________________________________________________________________
 ML0431* NAD 83(1986) POSITION- 41 04 33.     (N) 098 38 43.     (W)   SCALED
 ML0431* NAVD 88 ORTHO HEIGHT -   587.162 (meters)     1926.38  (feet) ADJUSTED
 ML0431  ______________________________________________________________________
 ML0431  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 ML0431  DYNAMIC HEIGHT  -        586.864 (meters)     1925.40  (feet) COMP
 ML0431  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 ML0431
 ML0431  VERT ORDER      -  SECOND    CLASS 0
 ML0431
 ML0431.The horizontal coordinates were scaled from a map and have
 ML0431.an estimated accuracy of +/- 6 seconds.
 ML0431
 ML0431.The orthometric height was determined by differential leveling and
 ML0431.adjusted by the NATIONAL GEODETIC SURVEY
 ML0431.in June 1991.
 ML0431
 ML0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0431.GEOID18 height accuracy estimate available here.
 ML0431
 ML0431.Click photographs - Photos may exist for this station.
 ML0431
 ML0431.The dynamic height is computed by dividing the NAVD 88
 ML0431.geopotential number by the normal gravity value computed on the
 ML0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0431.degrees latitude (g = 980.6199 gals.).
 ML0431
 ML0431.The modeled gravity was interpolated from observed gravity values.
 ML0431
 ML0431;                    North         East    Units  Estimated Accuracy
 ML0431;SPC NE       -   138,840.      613,810.      MT  (+/- 180 meters Scaled)
 ML0431
 ML0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL297472(NAD 83)
 ML0431
 ML0431                          SUPERSEDED SURVEY CONTROL
 ML0431
 ML0431  NGVD 29 (??/??/92)  586.927  (m)         1925.61   (f) ADJ UNCH    2 0
 ML0431
 ML0431.Superseded values are not recommended for survey control.
 ML0431
 ML0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0431.See file dsdata.pdf to determine how the superseded data were derived.
 ML0431
 ML0431_MARKER: DB = BENCH MARK DISK
 ML0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0431_STAMPING: AA 282 1949
 ML0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0431+STABILITY: SURFACE MOTION
 ML0431
 ML0431  HISTORY     - Date     Condition        Report By
 ML0431  HISTORY     - 1949     MONUMENTED       BOR
 ML0431  HISTORY     - 1949     GOOD             CGS
 ML0431
 ML0431                          STATION DESCRIPTION
 ML0431
 ML0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0431'3.7 MI E FROM BOELUS.
 ML0431'3.7 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0431'RAILROAD STATION AT BOELUS, AT A T-ROAD LEADING SOUTH TO A
 ML0431'FARMHOUSE, 0.5 FOOT NORTH OF A FENCE LINE, 30.5 FEET SOUTH OF THE
 ML0431'CENTER LINE OF STATE HIGHWAY NO. 58, 148 FEET EAST FROM THE
 ML0431'CENTER LINE OF T-ROAD LEADING SOUTH AND 2 FEET EAST OF A
 ML0431'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 ML0431'0.4 FOOT ABOVE THE GROUND.  MARK APPEARS TO BE STABLE.  DISK
 ML0431'STAMPED BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0747 ***********************************************************************
 NN0747  DESIGNATION -  ABBOTT
 NN0747  PID         -  NN0747
 NN0747  STATE/COUNTY-  NE/GARFIELD
 NN0747  COUNTRY     -  US
 NN0747  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0747
 NN0747                         *CURRENT SURVEY CONTROL
 NN0747  ______________________________________________________________________
 NN0747* NAD 83(1995) POSITION- 42 02 50.74181(N) 099 05 08.33676(W)   ADJUSTED
 NN0747* NAVD 88 ORTHO HEIGHT -   746.    (meters)     2448.    (feet) VERTCON
 NN0747  ______________________________________________________________________
 NN0747  GEOID HEIGHT    -        -23.330 (meters)                     GEOID18
 NN0747  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 NN0747  HORZ ORDER      -  FIRST
 NN0747
 NN0747.The horizontal coordinates were established by classical geodetic methods
 NN0747.and adjusted by the National Geodetic Survey in August 1997.
 NN0747
 NN0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0747
 NN0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0747.GEOID18 height accuracy estimate available here.
 NN0747
 NN0747.Click photographs - Photos may exist for this station.
 NN0747
 NN0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0747
 NN0747. The following values were computed from the NAD 83(1995) position.
 NN0747
 NN0747;                    North         East     Units Scale Factor Converg.
 NN0747;SPC NE       -   246,224.600   575,674.512   MT  0.99970321   +0 36 21.4
 NN0747;SPC NE       -   807,821.88  1,888,692.13   sFT  0.99970321   +0 36 21.4
 NN0747;UTM  14      - 4,655,045.702   492,912.015   MT  0.99960062   -0 03 26.5
 NN0747
 NN0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0747!SPC NE       -   0.99988663  x   0.99970321  =   0.99958987
 NN0747!UTM  14      -   0.99988663  x   0.99960062  =   0.99948729
 NN0747
 NN0747:                Primary Azimuth Mark                     Grid Az
 NN0747:SPC NE       -  ABBOTT AZ MK                             044 16 08.2
 NN0747:UTM  14      -  ABBOTT AZ MK                             044 55 56.1
 NN0747
 NN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9291255045(NAD 83)
 NN0747
 NN0747|---------------------------------------------------------------------|
 NN0747| PID    Reference Object                     Distance      Geod. Az  |
 NN0747|                                                           dddmmss.s |
 NN0747| CO2035 ABBOTT AZ MK                                       0445229.6 |
 NN0747| CO2037 ABBOTT RM 2                                        09133     |
 NN0747| CO2038 ABBOTT RM 3                          16.090 METERS 31112     |
 NN0747| CO2036 ABBOTT RM 1                          17.420 METERS 35916     |
 NN0747|---------------------------------------------------------------------|
 NN0747
 NN0747                          SUPERSEDED SURVEY CONTROL
 NN0747
 NN0747  NAD 83(1986)-  42 02 50.74614(N)    099 05 08.34683(W) AD(       ) 1
 NN0747  NAD 27      -  42 02 50.73100(N)    099 05 06.97800(W) AD(       ) 1
 NN0747  NGVD 29 (07/19/86)  746.     (m)         2448.     (f) VERT ANG       
 NN0747
 NN0747.Superseded values are not recommended for survey control.
 NN0747
 NN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0747.See file dsdata.pdf to determine how the superseded data were derived.
 NN0747
 NN0747_MARKER: DS = TRIANGULATION STATION DISK
 NN0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0747_STAMPING: ABBOTT 1949
 NN0747_MARK LOGO: CGS
 NN0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0747+STABILITY: SURFACE MOTION
 NN0747
 NN0747  HISTORY     - Date     Condition        Report By
 NN0747  HISTORY     - 1949     MONUMENTED       CGS
 NN0747  HISTORY     - 1973     GOOD             NGS
 NN0747
 NN0747                          STATION DESCRIPTION
 NN0747
 NN0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0747'THE STATION IS LOCATED ABOUT 18.5 MILES NORTH AND 2.5 MILES EAST
 NN0747'OF BURWELL, 13 MILES SOUTH AND 9 MILES WEST OF AMELIA, 0.75
 NN0747'MILE WEST OF STATE HIGHWAY NO. 11, AND 4 FEET SOUTH OF A WITNESS
 NN0747'POST.  IT IS ON THE SUMMIT OF A PROMINENT SAND HILL, OVERLOOKING
 NN0747'THE VALLEY TO THE NORTH AND EAST.  IT PROJECTS 3 INCHES AND IS
 NN0747'STAMPED, ABBOTT 1949.
 NN0747'
 NN0747'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL AND IS
 NN0747'ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0747'3 INCHES AND IS STAMPED, ABBOTT NO 1 1949.
 NN0747'
 NN0747'REFERENCE MARK NO. 2 IS IN A SMALL SADDLE BETWEEN TWO LOWER
 NN0747'HILLS EAST OF THE STATION.  IT IS ABOUT 12 FEET BELOW THE
 NN0747'ELEVATION OF THE STATION, PROJECTS 4 INCHES AND IS STAMPED,
 NN0747'ABBOTT NO 2 1949.
 NN0747'
 NN0747'AZIMUTH MARK IS 110.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 NN0747'NO. 11, 65.5 FEET WEST OF A FENCE CORNER, 36.0 FEET SOUTH OF
 NN0747'THE CENTER OF A GRADED ROAD, 2.3 FEET EAST OF A WITNESS POST,
 NN0747'AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS
 NN0747'STAMPED, ABBOTT 1949.
 NN0747'
 NN0747'TO REACH THE STATION FROM THE POST OFFICE IN BURWELL, GO NORTH
 NN0747'0.05 MILE, TURN RIGHT AND GO EAST 0.4 MILE TO STATE HIGHWAYS
 NN0747'NO. 11 AND NO. 53, TURN LEFT AND GO NORTH FOR 0.4 MILE TO JUNCTION
 NN0747'OF STATE HIGHWAYS NO. 11 AND NO. 53, CONTINUE STRAIGHT AHEAD
 NN0747'NORTH ON STATE HIGHWAY NO. 11 FOR 21.4 MILES TO A SIDE ROAD LEFT
 NN0747'AND KELLY WELL STORE ON THE LEFT.  AZIMUTH MARK IS ON THE LEFT
 NN0747'AS DESCRIBED ABOVE.  TURN LEFT AND GO WEST ON GRADED ROAD FOR
 NN0747'0.5 MILE TO A WIRE GATE ON THE RIGHT AND ONE ON THE LEFT OF
 NN0747'THE ROAD, TURN LEFT THROUGH WIRE GATE AND FOLLOW TRACK ROAD
 NN0747'SOUTH-SOUTHWEST, TOWARD HIGHEST POINT, FOR 0.65 MILE TO TWO
 NN0747'WIRE GATES AT THE NORTHEAST CORNER OF A SMALL GROVE OF
 NN0747'COTTONWOOD TREES, STATION IS ABOUT 0.35 MILE
 NN0747'SOUTH-SOUTHWEST OF THIS POINT.  GO THROUGH THE WEST GATE
 NN0747'AND TURN RIGHT AND GO WESTERLY ON TRACK ROAD FOR 0.3 MILE,
 NN0747'TURN LEFT AND GO SOUTH-SOUTHEAST FOR ABOUT 0.4 MILE TO THE
 NN0747'HIGHEST POINT AND STATION.
 NN0747'
 NN0747'A 4 FOOT SIGNAL AT GRANT, KOLA, SWAN, HOLT, CHAIN, BALLAGH, AND
 NN0747'BURWELL (USGS) ARE VISIBLE AT 4 FEET.
 NN0747'
 NN0747'A 47 FOOT SIGNAL AT JOSIE AND DUMAS ARE VISIBLE AT 4 FEET.
 NN0747'
 NN0747'A 74 FOOT SIGNAL AT AMELIA IS VISIBLE AT 4 FEET.
 NN0747'
 NN0747'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NN0747
 NN0747                          STATION RECOVERY (1973)
 NN0747
 NN0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 NN0747'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 NN0747'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS PROJECTING
 NN0747'ABOUT 2 FEET ABOVE GROUND SURFACE, DUE TO THE BLOWING AWAY OF
 NN0747'SAND.  THE DIRECTIONS TO REFERENCE MARKS 1, 2 AND THE AZIMUTH
 NN0747'MARK COMPARED FAVORBLY WITH THE 1949 OBSERVATIONS.  THE DISTANCE
 NN0747'TO REFERENCE MARK 1 COMPARED, BUT A LONGER MEASUREMENT OF 0.118
 NN0747'METER TO REFERENCE MARK 2 WAS NOTED AND VERFIED.  AT THIS
 NN0747'TIME A NEW REFERENCE MARK 3 WAS ESTABLISHED.
 NN0747'
 NN0747'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 NN0747'
 NN0747'STATION IS LOCATED ABOUT 30 MILES NORTH-NORTHWEST OF BARTLETT,
 NN0747'24 MILES NORTHEAST OF TAYLOR, 19 MILES NORTH OF BURWELL AND ON
 NN0747'THE HIGHEST PROMINENT SAND HILL IN AREA.  IT IS ON THE PROPERTY
 NN0747'OF MRS. CLAIR ABBOTT.
 NN0747'
 NN0747'TO REACH FROM THE POST OFFICE IN BURWELL, GO NORTH ON A PAVED
 NN0747'STREET FOR 0.05 MILE TO GRAND AVENUE.  TURN RIGHT AND GO WEST
 NN0747'ON GRAND AVENUE 0.5 MILE TO A T-ROAD, STATE HIGHWAYS 11 AND 91.
 NN0747'TURN LEFT AND GO NORTH THEN EAST ON STATE HIGHWAYS 11 AND 91
 NN0747'FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAYS 11 AND 91.
 NN0747'TURN LEFT AND GO NORTH ON STATE 11 FOR 18.9 MILES TO A SIDE ROAD
 NN0747'RIGHT AND SIGN VERNON LOWERY 5 MILES.  CONTINUE NORTH ON STATE
 NN0747'HIGHWAY 11 FOR 1.1 MILES TO A SIDE OILED ROAD LEFT.  TURN LEFT
 NN0747'AND GO FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON LEFT.
 NN0747'CONTINUE WEST ON THE OILED ROAD FOR 0.5 MILE TO GATE ON THE
 NN0747'LEFT.  PASS THROUGH GATE AND GO SOUTHWEST ACROSS THE PASTURE
 NN0747'FOR 0.8 MILE TO A WINDMILL AND FENCE LINE.  TURN LEFT AND GO
 NN0747'SOUTHEAST UP THE RIDGE FOR 0.6 MILE TO THE HIGHEST POINT AND
 NN0747'STATION AS DESCRIBED.
 NN0747'
 NN0747'STATION MARK IS A STANDARD DISK STAMPED ABBOTT 1949, SET IN THE
 NN0747'TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 NN0747'INCHES ABOVE GROUND SURFACE.  IT IS 3 FEET SOUTH OF A 4 X 4
 NN0747'WITNESS POST.
 NN0747'
 NN0747'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ABBOTT NO 1 1949,
 NN0747'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0747'24 INCHES ABOVE GROUND SURFACE.  IT IS 54 FEET NORTH OF A
 NN0747'4 X 4-INCH WITNESS POST.
 NN0747'
 NN0747'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ABBOTT NO 2 1949,
 NN0747'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NN0747'PROJECTS 8 INCHES ABOVE GROUND SURFACE.  IT IS ABOUT 122 FEET
 NN0747'EAST OF A 4 X 4-INCH WITNESS POST AND APPROXIMATELY 10 FEET
 NN0747'LOWER IN ELEVATION THAN THE STATION.
 NN0747'
 NN0747'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ABBOTT 1949 NO 3
 NN0747'1973, SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 NN0747'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET WEST OF
 NN0747'THE 4 X 4-INCH WITNESS POST AND ABOUT 3 FEET LOWER THAN STATION.
 NN0747'
 NN0747'AZIMUTH MARK IS A STANDARD DISK STAMPED ABBOTT 1949, SET IN
 NN0747'A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 NN0747'GROUND SURFACE.  IT IS 37.5 FEET SOUTH OF CENTER OF THE OILED
 NN0747'ROAD, 24.5 FEET WEST OF A POWER POLE AND 3 FEET EAST OF A METAL
 NN0747'WITNESS POST WITH SIGN ATTACHED.
 NN0747'
 NN0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 NN0747'NORTH OF BURWELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1523 ***********************************************************************
 LH1523  DESIGNATION -  ABBOTT AZ MK 2
 LH1523  PID         -  LH1523
 LH1523  STATE/COUNTY-  NE/HALL
 LH1523  COUNTRY     -  US
 LH1523  USGS QUAD   -  ABBOTT (2017)
 LH1523
 LH1523                         *CURRENT SURVEY CONTROL
 LH1523  ______________________________________________________________________
 LH1523* NAD 83(1995) POSITION- 40 57 29.92296(N) 098 26 09.85308(W)   ADJUSTED
 LH1523* NAVD 88 ORTHO HEIGHT -   574.    (meters)     1883.    (feet) SCALED
 LH1523  ______________________________________________________________________
 LH1523  GEOID HEIGHT    -        -24.872 (meters)                     GEOID18
 LH1523  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 LH1523  HORZ ORDER      -  THIRD
 LH1523
 LH1523.The horizontal coordinates were established by classical geodetic methods
 LH1523.and adjusted by the National Geodetic Survey in August 1997.
 LH1523
 LH1523.The orthometric height was scaled from a topographic map.
 LH1523
 LH1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1523.GEOID18 height accuracy estimate available here.
 LH1523
 LH1523.Click photographs - Photos may exist for this station.
 LH1523
 LH1523.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1523
 LH1523. The following values were computed from the NAD 83(1995) position.
 LH1523
 LH1523;                    North         East     Units Scale Factor Converg.
 LH1523;SPC NE       -   126,093.136   631,618.228   MT  0.99970395   +1 02 11.1
 LH1523;SPC NE       -   413,690.56  2,072,234.14   sFT  0.99970395   +1 02 11.1
 LH1523;UTM  14      - 4,534,282.403   547,457.330   MT  0.99962772   +0 22 10.8
 LH1523
 LH1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1523!SPC NE       -   0.99991382  x   0.99970395  =   0.99961779
 LH1523!UTM  14      -   0.99991382  x   0.99962772  =   0.99954157
 LH1523
 LH1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4745734282(NAD 83)
 LH1523
 LH1523                          SUPERSEDED SURVEY CONTROL
 LH1523
 LH1523  NAD 83(1986)-  40 57 29.93021(N)    098 26 09.85427(W) AD(       ) 3
 LH1523
 LH1523.Superseded values are not recommended for survey control.
 LH1523
 LH1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1523.See file dsdata.pdf to determine how the superseded data were derived.
 LH1523
 LH1523_MARKER: DZ = AZIMUTH MARK DISK
 LH1523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH1523_SP_SET: BRIDGE ABUTMENT
 LH1523_STAMPING: ABBOTT 1950 NO 2 1984
 LH1523_MARK LOGO: NGS
 LH1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1523+STABILITY: SURFACE MOTION
 LH1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1523+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LH1523
 LH1523  HISTORY     - Date     Condition        Report By
 LH1523  HISTORY     - 1984     MONUMENTED       NGS
 LH1523
 LH1523                          STATION DESCRIPTION
 LH1523
 LH1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1523'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) WEST FROM GRAND ISLAND,
 LH1523'0.72 KM (0.45 MI) SOUTH FROM STATE HIGHWAY 2 AND CEMENTED INTO A
 LH1523'DRILLED HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER A
 LH1523'SMALL STREAM.
 LH1523'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 WITH STATE HIGHWAY 2,
 LH1523'IN THE NORTHWEST PART OF GRAND ISLAND, GO WEST-NORTHWEST ON HIGHWAY 2
 LH1523'FOR 4.67 KM (2.90 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 LH1523'GRADED ROAD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT, AT THE
 LH1523'NORTHEAST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1524 ***********************************************************************
 LH1524  DESIGNATION -  ABBOTT RESET
 LH1524  PID         -  LH1524
 LH1524  STATE/COUNTY-  NE/HALL
 LH1524  COUNTRY     -  US
 LH1524  USGS QUAD   -  ABBOTT (2017)
 LH1524
 LH1524                         *CURRENT SURVEY CONTROL
 LH1524  ______________________________________________________________________
 LH1524* NAD 83(1995) POSITION- 40 56 44.82458(N) 098 26 08.26654(W)   ADJUSTED
 LH1524* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 LH1524  ______________________________________________________________________
 LH1524  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 LH1524  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 LH1524  HORZ ORDER      -  SECOND
 LH1524
 LH1524.The horizontal coordinates were established by classical geodetic methods
 LH1524.and adjusted by the National Geodetic Survey in August 1997.
 LH1524
 LH1524.The orthometric height was scaled from a topographic map.
 LH1524
 LH1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1524.GEOID18 height accuracy estimate available here.
 LH1524
 LH1524.Click photographs - Photos may exist for this station.
 LH1524
 LH1524.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1524
 LH1524. The following values were computed from the NAD 83(1995) position.
 LH1524
 LH1524;                    North         East     Units Scale Factor Converg.
 LH1524;SPC NE       -   124,703.248   631,680.476   MT  0.99970604   +1 02 12.1
 LH1524;SPC NE       -   409,130.57  2,072,438.36   sFT  0.99970604   +1 02 12.1
 LH1524;UTM  14      - 4,532,891.992   547,503.396   MT  0.99962777   +0 22 11.5
 LH1524
 LH1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1524!SPC NE       -   0.99991352  x   0.99970604  =   0.99961959
 LH1524!UTM  14      -   0.99991352  x   0.99962777  =   0.99954132
 LH1524
 LH1524:                Primary Azimuth Mark                     Grid Az
 LH1524:SPC NE       -  ABBOTT AZ MK                             086 44 30.7
 LH1524:UTM  14      -  ABBOTT AZ MK                             087 24 31.3
 LH1524
 LH1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4750332891(NAD 83)
 LH1524
 LH1524|---------------------------------------------------------------------|
 LH1524| PID    Reference Object                     Distance      Geod. Az  |
 LH1524|                                                           dddmmss.s |
 LH1524| LH1552 ABBOTT RM 1                          24.009 METERS 00454     |
 LH1524| LH1551 ABBOTT AZ MK                                       0874642.8 |
 LH1524| LH1154 GRAND IS CONSUM COOP RAD MAST       APPROX. 5.2 KM 1082539.8 |
 LH1524| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX. 5.4 KM 1184850.9 |
 LH1524| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 4.6 KM 2325531.1 |
 LH1524| LH1553 ABBOTT RM 2                          19.715 METERS 27211     |
 LH1524| LH1523 ABBOTT AZ MK 2                      APPROX. 1.4 KM 3582820.4 |
 LH1524|---------------------------------------------------------------------|
 LH1524
 LH1524                          SUPERSEDED SURVEY CONTROL
 LH1524
 LH1524  NAD 83(1986)-  40 56 44.83180(N)    098 26 08.26860(W) AD(       ) 2
 LH1524  NAD 27      -  40 56 44.79100(N)    098 26 07.03300(W) AD(       ) 2
 LH1524
 LH1524.Superseded values are not recommended for survey control.
 LH1524
 LH1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1524.See file dsdata.pdf to determine how the superseded data were derived.
 LH1524
 LH1524_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1524_STAMPING: ABBOTT 1950 1984
 LH1524_MARK LOGO: NGS
 LH1524_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1524+STABILITY: SURFACE MOTION
 LH1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1524+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LH1524
 LH1524  HISTORY     - Date     Condition        Report By
 LH1524  HISTORY     - 1984     MONUMENTED       NGS
 LH1524
 LH1524                          STATION DESCRIPTION
 LH1524
 LH1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1524'THE STATION IS LOCATED ABOUT 20.2 KM (12.6 MI) NORTH-NORTHWEST FROM
 LH1524'DONIPHAN, 8.0 KM (5.0 MI) WEST FROM GRAND ISLAND, 1.6 KM (1.0 MI)
 LH1524'SOUTHWEST FROM STATE HIGHWAY 2 AND IN THE SOUTHEAST ANGLE OF A COUNTY
 LH1524'ROAD INTERSECTION ON ROAD RIGHT-OF-WAY.
 LH1524'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 2, IN
 LH1524'THE NORTHWEST PART OF GRAND ISLAND, GO WEST-NORTHWEST ON HIGHWAY 2
 LH1524'FOR 4.67 KM (2.90 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 LH1524'GRADED COUNTY ROAD FOR 0.72 KM (0.45 MI) TO THE AZIMUTH MARK 2 ON THE
 LH1524'LEFT AND IN THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER A
 LH1524'SMALL STREAM. CONTINUE SOUTH ON THE GRADED ROAD FOR 1.39 KM
 LH1524'(0.86 MI) TO A CROSSROAD AND THE STATION.
 LH1524'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1524'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS SET INTO AN IRREGULAR
 LH1524'MASS OF CONCRETE THAT IS 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.
 LH1524'THE MARKS ARE 14.95 M (49.05 FT) SOUTH FROM THE CENTERLINE OF THE
 LH1524'CENTERLINE OF THE EAST/WEST ROAD, 9.60 M (31.50 FT) EAST FROM THE
 LH1524'CENTERLINE OF THE NORTH/SOUTH ROAD, 3.29 M (10.79 FT) SOUTH FROM A
 LH1524'FENCE CORNER, 0.46 M (1.51 FT) WEST FROM A FENCE 0.61 M (2.00 FT)
 LH1524'NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1905 ***********************************************************************
 MK1905  DESIGNATION -  ADAM
 MK1905  PID         -  MK1905
 MK1905  STATE/COUNTY-  NE/PLATTE
 MK1905  COUNTRY     -  US
 MK1905  USGS QUAD   -  DUNCAN (2017)
 MK1905
 MK1905                         *CURRENT SURVEY CONTROL
 MK1905  ______________________________________________________________________
 MK1905* NAD 83(1995) POSITION- 41 24 37.94635(N) 097 29 49.59692(W)   ADJUSTED
 MK1905* NAVD 88 ORTHO HEIGHT -   483.    (meters)     1585.    (feet) SCALED
 MK1905  ______________________________________________________________________
 MK1905  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 MK1905  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 MK1905  HORZ ORDER      -  THIRD
 MK1905
 MK1905.The horizontal coordinates were established by classical geodetic methods
 MK1905.and adjusted by the National Geodetic Survey in August 1997.
 MK1905
 MK1905.The orthometric height was scaled from a topographic map.
 MK1905
 MK1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1905.GEOID18 height accuracy estimate available here.
 MK1905
 MK1905.Click photographs - Photos may exist for this station.
 MK1905
 MK1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1905
 MK1905. The following values were computed from the NAD 83(1995) position.
 MK1905
 MK1905;                    North         East     Units Scale Factor Converg.
 MK1905;SPC NE       -   178,137.671   709,168.667   MT  0.99965997   +1 39 31.2
 MK1905;SPC NE       -   584,440.01  2,326,664.20   sFT  0.99965997   +1 39 31.2
 MK1905;UTM  14      - 4,585,422.400   625,609.638   MT  0.99979417   +0 59 39.2
 MK1905
 MK1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1905!SPC NE       -   0.99992818  x   0.99965997  =   0.99958818
 MK1905!UTM  14      -   0.99992818  x   0.99979417  =   0.99972237
 MK1905
 MK1905:                Primary Azimuth Mark                     Grid Az
 MK1905:SPC NE       -  ADAM AZ MK                               073 07 34.2
 MK1905:UTM  14      -  ADAM AZ MK                               073 47 26.2
 MK1905
 MK1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2560985422(NAD 83)
 MK1905
 MK1905|---------------------------------------------------------------------|
 MK1905| PID    Reference Object                     Distance      Geod. Az  |
 MK1905|                                                           dddmmss.s |
 MK1905| CN8525 ADAM AZ MK                                         0744705.4 |
 MK1905| CN8526 ADAM RM 1                             9.916 METERS 10013     |
 MK1905| MK1903 DUNCAN MUNICIPAL TANK               APPROX. 1.9 KM 1713301.9 |
 MK1905| MK1904 L 17 36                               7.539 METERS 17736     |
 MK1905|---------------------------------------------------------------------|
 MK1905
 MK1905                          SUPERSEDED SURVEY CONTROL
 MK1905
 MK1905  NAD 83(1986)-  41 24 37.95605(N)    097 29 49.60071(W) AD(       ) 3
 MK1905  NAD 27      -  41 24 37.90700(N)    097 29 48.43700(W) AD(       ) 3
 MK1905
 MK1905.Superseded values are not recommended for survey control.
 MK1905
 MK1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1905.See file dsdata.pdf to determine how the superseded data were derived.
 MK1905
 MK1905_MARKER: DS = TRIANGULATION STATION DISK
 MK1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1905_STAMPING: ADAM 1950
 MK1905_MARK LOGO: CGS
 MK1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1905+STABILITY: SURFACE MOTION
 MK1905
 MK1905  HISTORY     - Date     Condition        Report By
 MK1905  HISTORY     - 1950     MONUMENTED       CGS
 MK1905
 MK1905                          STATION DESCRIPTION
 MK1905
 MK1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1905'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF COLUMBUS AND
 MK1905'1-1/4 MILES NORTH OF DUNCAN ON THE HIGHEST POINT OF A GROUP OF
 MK1905'ROLLING SAND HILLS IN PASTURE LAND.  STATION MARK PROJECTS ABOUT
 MK1905'2 INCHES AND THE DISK IS STAMPED ADAM 1950.
 MK1905'
 MK1905'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MK1905'STAMPED ADAM NO 1 1950.
 MK1905'
 MK1905'BUREAU OF RECLAMATION BM L-17-36 WAS USED AS REFERENCE MARK NO. 2.
 MK1905'THE MARK IS A 4 X 4 CONCRETE BLOCK WHICH PROJECTS ABOUT 2 INCHES
 MK1905'AND THE DISK IS STAMPED ADAM 1950.
 MK1905'
 MK1905'TO REACH FROM THE POST OFFICE IN DUNCAN GO NORTH FOR 0.4 MILE
 MK1905'TO CROSSROADS.  CONTINUE NORTH FOR 0.8 MILE TO WIRE GATE ON
 MK1905'LEFT JUST NORTH OF DRIVEWAY TO FARMHOUSE.  TURN LEFT THROUGH
 MK1905'GATE AND GO NORTHWEST ACROSS PASTURE FOR 0.3 MILE TO HIGHEST
 MK1905'POINT AND STATION AS DESCRIBED.  TO REACH AZIMUTH MARK FROM
 MK1905'STATION GO EAST ACROSS PASTURE AND STATION AS DESCRIBED.  TO
 MK1905'REACH AZIMUTH MARK FROM STATION GO EAST ACROSS PASTURE FOR 0.2
 MK1905'MILE TO FENCE AND AZIMUTH AS DESCRIBED.
 MK1905'
 MK1905'A 4 FOOT SIGNAL AT STATION CURTIS 1930 IS V.G.
 MK1905'
 MK1905'A 37 FOOT SIGNAL AT STATION OSCEOLA 1930 IS V.G.
 MK1905'
 MK1905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1042 ***********************************************************************
 LG1042  DESIGNATION -  ADAMS MUNICIPAL TANK
 LG1042  PID         -  LG1042
 LG1042  STATE/COUNTY-  NE/GAGE
 LG1042  COUNTRY     -  US
 LG1042  USGS QUAD   -  ADAMS (2017)
 LG1042
 LG1042                         *CURRENT SURVEY CONTROL
 LG1042  ______________________________________________________________________
 LG1042* NAD 83(1995) POSITION- 40 27 09.86129(N) 096 30 40.50407(W)   ADJUSTED
 LG1042  ______________________________________________________________________
 LG1042  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 LG1042  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 LG1042  HORZ ORDER      -  THIRD
 LG1042
 LG1042.The horizontal coordinates were established by classical geodetic methods
 LG1042.and adjusted by the National Geodetic Survey in August 1997.
 LG1042
 LG1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1042.GEOID18 height accuracy estimate available here.
 LG1042
 LG1042.Click photographs - Photos may exist for this station.
 LG1042
 LG1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1042
 LG1042. The following values were computed from the NAD 83(1995) position.
 LG1042
 LG1042;                    North         East     Units Scale Factor Converg.
 LG1042;SPC NE       -    74,742.316   795,809.068   MT  0.99982594   +2 18 43.1
 LG1042;SPC NE       -   245,217.08  2,610,916.92   sFT  0.99982594   +2 18 43.1
 LG1042;UTM  14      - 4,480,983.674   711,039.828   MT  1.00014826   +1 36 55.2
 LG1042
 LG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1103980983(NAD 83)
 LG1042
 LG1042                          SUPERSEDED SURVEY CONTROL
 LG1042
 LG1042  NAD 83(1986)-  40 27 09.86933(N)    096 30 40.49981(W) AD(       ) 3
 LG1042  NAD 27      -  40 27 09.87200(N)    096 30 39.43200(W) AD(       ) 3
 LG1042
 LG1042.Superseded values are not recommended for survey control.
 LG1042
 LG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1042.See file dsdata.pdf to determine how the superseded data were derived.
 LG1042
 LG1042_MARKER: 53 = ELEVATED TANK
 LG1042
 LG1042  HISTORY     - Date     Condition        Report By
 LG1042  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1042  HISTORY     - 20040602 GOOD             USPSQD
 LG1042
 LG1042                          STATION DESCRIPTION
 LG1042
 LG1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1042'THE TANK IS LOCATED AT THE SOUTHWEST EDGE OF TOWN.  IT IS
 LG1042'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK.  THE LEGS
 LG1042'ARE PAINTED BLACK AND THE TANK IS SILVER.  IT IS ABOUT 100
 LG1042'FEET HIGH AND HAS A BALL AND A WIND CHARGER AT THE APEX OF
 LG1042'THE ROOF.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX
 LG1042'OF THE ROOF.
 LG1042
 LG1042                          STATION RECOVERY (2004)
 LG1042
 LG1042'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1042'STATION FOUND GOOD. THE TANK IS WEST OF 8TH STREET, 1 BLOCK SOUTH OF
 LG1042'CHERRY STREET IN THE SOUTHWEST CORNER OF THE INTERSECTION. THE TANK IS
 LG1042'CONICAL-SHAPED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0489 ***********************************************************************
 LJ0489  DESIGNATION -  ADAMSON
 LJ0489  PID         -  LJ0489
 LJ0489  STATE/COUNTY-  NE/HITCHCOCK
 LJ0489  COUNTRY     -  US
 LJ0489  USGS QUAD   -  STRATTON (2017)
 LJ0489
 LJ0489                         *CURRENT SURVEY CONTROL
 LJ0489  ______________________________________________________________________
 LJ0489* NAD 83(1995) POSITION- 40 12 56.16819(N) 101 10 55.55944(W)   ADJUSTED
 LJ0489* NAVD 88 ORTHO HEIGHT -   904.    (meters)     2966.    (feet) SCALED
 LJ0489  ______________________________________________________________________
 LJ0489  GEOID HEIGHT    -        -23.383 (meters)                     GEOID18
 LJ0489  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 LJ0489  HORZ ORDER      -  FIRST
 LJ0489
 LJ0489.The horizontal coordinates were established by classical geodetic methods
 LJ0489.and adjusted by the National Geodetic Survey in August 1997.
 LJ0489
 LJ0489.The orthometric height was scaled from a topographic map.
 LJ0489
 LJ0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0489.GEOID18 height accuracy estimate available here.
 LJ0489
 LJ0489.Click photographs - Photos may exist for this station.
 LJ0489
 LJ0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0489
 LJ0489. The following values were computed from the NAD 83(1995) position.
 LJ0489
 LJ0489;                    North         East     Units Scale Factor Converg.
 LJ0489;SPC NE       -    43,132.711   399,386.370   MT  0.99990949   -0 47 00.1
 LJ0489;SPC NE       -   141,511.24  1,310,320.12   sFT  0.99990949   -0 47 00.1
 LJ0489;UTM  14      - 4,453,971.000   314,316.191   MT  1.00002445   -1 24 33.5
 LJ0489
 LJ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0489!SPC NE       -   0.99986182  x   0.99990949  =   0.99977132
 LJ0489!UTM  14      -   0.99986182  x   1.00002445  =   0.99988626
 LJ0489
 LJ0489:                Primary Azimuth Mark                     Grid Az
 LJ0489:SPC NE       -  ADAMSON AZ MK                            000 46 17.7
 LJ0489:UTM  14      -  ADAMSON AZ MK                            001 23 51.1
 LJ0489
 LJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1431653970(NAD 83)
 LJ0489
 LJ0489|---------------------------------------------------------------------|
 LJ0489| PID    Reference Object                     Distance      Geod. Az  |
 LJ0489|                                                           dddmmss.s |
 LJ0489| CP7264 ADAMSON RM 1                         37.207 METERS 20435     |
 LJ0489| CP7265 ADAMSON RM 2                         36.820 METERS 33547     |
 LJ0489| CP7263 ADAMSON AZ MK                                      3595917.6 |
 LJ0489|---------------------------------------------------------------------|
 LJ0489
 LJ0489                          SUPERSEDED SURVEY CONTROL
 LJ0489
 LJ0489  NAD 83(1986)-  40 12 56.16790(N)    101 10 55.56424(W) AD(       ) 1
 LJ0489  NAD 27      -  40 12 56.19000(N)    101 10 53.97500(W) AD(       ) 1
 LJ0489
 LJ0489.Superseded values are not recommended for survey control.
 LJ0489
 LJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0489.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0489
 LJ0489_MARKER: DS = TRIANGULATION STATION DISK
 LJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0489
 LJ0489  HISTORY     - Date     Condition        Report By
 LJ0489  HISTORY     - 1935     MONUMENTED       CGS
 LJ0489
 LJ0489                          STATION DESCRIPTION
 LJ0489
 LJ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0489'THE STATION IS LOCATED ON LAND OWNED BY THE AMERICAN SAVINGS
 LJ0489'AND LOAN CO. OF LINCOLN, NEBRASKA AND LEASED BY MR. A.H. ADAMSON,
 LJ0489'WHOSE FARMHOUSE AND FARM BUILDINGS ARE 0.35 MILE SOUTH-SOUTHWEST
 LJ0489'OF THE STATION.  IT IS ON THE TOP OF A KNOLL ON A HIGH NORTH-SOUTH
 LJ0489'DIVIDE, THE STATION RIDGE OR DIVIDE IS SLIGHTLY HIGHER TO THE
 LJ0489'NORTH OF THE STATION.  IT IS IN THE SW 1/4 NE 1/4 OF SEC. 20,
 LJ0489'T. 3 N., R. 34 W., 4-1/2 MILES NORTH AND 2-1/2 MILES EAST OF
 LJ0489'STRATTON.
 LJ0489'
 LJ0489'THE STATION MARK LIES 0.35 MILE NORTH-NORTHEAST OF THE A.H.
 LJ0489'ADAMSON FARM, 2.5 MILES SOUTH-SOUTHEAST OF THE MILES SCHOOL,
 LJ0489'8 FEET SOUTHEAST OF A FENCE T-INTERSECTION STEM EAST, 5-1/2
 LJ0489'FEET SOUTH OF AN EAST-WEST FENCE (STEM OF T), 5-3/4 FEET EAST
 LJ0489'OF A NORTH-SOUTH FENCE (EAST ROAD RIGHT-OF-WAY FENCE), AND
 LJ0489'30 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH SECTION-LINE
 LJ0489'ROAD (GRADED) (NORTH FROM ADAMSON FARM).  IT PROJECTS 4 INCHES.
 LJ0489'
 LJ0489'REFERENCE MARK NO. 1 LIES SOUTH-SOUTHWEST OF THE
 LJ0489'STATION, 1/2 FOOT EAST OF A NORTH-SOUTH FENCE (WEST ROAD
 LJ0489'RIGHT-OF-WAY FENCE), AND 21 FEET WEST OF THE CENTERLINE OF THE
 LJ0489'ABOVE MENTIONED SECTION-LINE ROAD.  IT PROJECTS 4 INCHES.
 LJ0489'
 LJ0489'REFERENCE MARK NO. 2 LIES NORTH-NORTHWEST OF THE
 LJ0489'STATION, 3/4 FOOT EAST OF THE NORTH-SOUTH FENCE MENTIONED
 LJ0489'ABOVE AND 21 FEET WEST OF THE CENTERLINE OF THE GRADED SECTION-LINE
 LJ0489'ROAD.  IT PROJECTS 6 INCHES.
 LJ0489'
 LJ0489'THE AZIMUTH MARK LIES NORTH OF THE STATION, 1 FOOT
 LJ0489'WEST OF A NORTH-SOUTH FENCE (EAST ROAD RIGHT-OF-WAY FENCE),
 LJ0489'21 FEET EAST OF THE CENTERLINE OF THE GRADED SECTION-LINE
 LJ0489'ROAD, AND 86 YARDS SOUTH OF THE CENTERPOST OF A FENCE
 LJ0489'T-INTERSECTION STEM EAST.  IT PROJECTS 6 INCHES.
 LJ0489'
 LJ0489'AN 8-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0459 ***********************************************************************
 NO0459  DESIGNATION -  ADAMSON
 NO0459  PID         -  NO0459
 NO0459  STATE/COUNTY-  NE/CHERRY
 NO0459  COUNTRY     -  US
 NO0459  USGS QUAD   -  SPRING LAKE (2017)
 NO0459
 NO0459                         *CURRENT SURVEY CONTROL
 NO0459  ______________________________________________________________________
 NO0459* NAD 83(1995) POSITION- 42 40 39.10356(N) 101 11 24.85858(W)   ADJUSTED
 NO0459* NAVD 88 ORTHO HEIGHT -   981.    (meters)     3218.    (feet) SCALED
 NO0459  ______________________________________________________________________
 NO0459  GEOID HEIGHT    -        -20.193 (meters)                     GEOID18
 NO0459  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 NO0459  HORZ ORDER      -  THIRD
 NO0459
 NO0459.The horizontal coordinates were established by classical geodetic methods
 NO0459.and adjusted by the National Geodetic Survey in August 1997.
 NO0459
 NO0459.The orthometric height was scaled from a topographic map.
 NO0459
 NO0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0459.GEOID18 height accuracy estimate available here.
 NO0459
 NO0459.Click photographs - Photos may exist for this station.
 NO0459
 NO0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0459
 NO0459. The following values were computed from the NAD 83(1995) position.
 NO0459
 NO0459;                    North         East     Units Scale Factor Converg.
 NO0459;SPC NE       -   316,471.929   402,456.753   MT  0.99986815   -0 47 19.6
 NO0459;SPC NE       - 1,038,291.65  1,320,393.53   sFT  0.99986815   -0 47 19.6
 NO0459;UTM  14      - 4,727,331.647   320,542.916   MT  0.99999623   -1 29 06.3
 NO0459
 NO0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0459!SPC NE       -   0.99984929  x   0.99986815  =   0.99971746
 NO0459!UTM  14      -   0.99984929  x   0.99999623  =   0.99984552
 NO0459
 NO0459:                Primary Azimuth Mark                     Grid Az
 NO0459:SPC NE       -  ADAMSON AZ MK                            035 59 46.7
 NO0459:UTM  14      -  ADAMSON AZ MK                            036 41 33.4
 NO0459
 NO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2054227331(NAD 83)
 NO0459
 NO0459|---------------------------------------------------------------------|
 NO0459| PID    Reference Object                     Distance      Geod. Az  |
 NO0459|                                                           dddmmss.s |
 NO0459| CP9460 ADAMSON RM 1                         11.028 METERS 01500     |
 NO0459| CP9459 ADAMSON AZ MK                                      0351227.1 |
 NO0459| CP9461 ADAMSON RM 2                         14.660 METERS 12047     |
 NO0459|---------------------------------------------------------------------|
 NO0459
 NO0459                          SUPERSEDED SURVEY CONTROL
 NO0459
 NO0459  NAD 83(1986)-  42 40 39.10077(N)    101 11 24.86654(W) AD(       ) 3
 NO0459  NAD 27      -  42 40 39.09700(N)    101 11 23.34200(W) AD(       ) 3
 NO0459
 NO0459.Superseded values are not recommended for survey control.
 NO0459
 NO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0459.See file dsdata.pdf to determine how the superseded data were derived.
 NO0459
 NO0459_MARKER: DS = TRIANGULATION STATION DISK
 NO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0459_STAMPING: ADAMSON 1949
 NO0459_MARK LOGO: CGS
 NO0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0459+STABILITY: SURFACE MOTION
 NO0459
 NO0459  HISTORY     - Date     Condition        Report By
 NO0459  HISTORY     - 1949     MONUMENTED       CGS
 NO0459
 NO0459                          STATION DESCRIPTION
 NO0459
 NO0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0459'THE STATION IS LOCATED ON TOP OF A PROMINENT SAND HILL ABOUT
 NO0459'17.0 MILES SOUTH AND 4.5 MILES WEST OF NENZEL, ABOUT 17.5
 NO0459'MILES SOUTH AND 3.0 MILES EAST OF CODY AND ABOUT 1.0 MILE
 NO0459'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEBRASKA NATIONAL
 NO0459'FOREST BOUNDRY.  IT IS 5.0 FEET NORTHEAST OF A WITNESS POST.
 NO0459'IT PROJECTS 2 INCHES AND IS STAMPED ADAMSON 1949.
 NO0459'
 NO0459'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0459'ABOUT 1.7 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0459'3 INCHES AND IS STAMPED ADAMSON NO 1 1949.
 NO0459'
 NO0459'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NO0459'0.7 OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0459'2 INCHES AND IS STAMPED ADAMSON NO 2 1949.
 NO0459'
 NO0459'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0459'NO. 2 IS 67.59 FEET.
 NO0459'
 NO0459'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE EAST OF THE ADAMSON
 NO0459'RANCH HOME, 21.5 FEET EAST OF THE CENTER OF A TRACK ROAD
 NO0459'AND A CATTLE GUARD, 2.0 FEET EAST OF A WITNESS POST, AND
 NO0459'0.5 OF A FOOT SOUTH OF A FENCE.  IT PROJECTS 3 INCHES AND
 NO0459'IS STAMPED ADAMSON 1949.
 NO0459'
 NO0459'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0459'WEST AND SOUTH ON A GRAVELED ROAD FOR 9.4 MILES TO A BRIDGE
 NO0459'OVER THE NIOBRARA RIVER, CONTINUE ON THE MAIN ROAD TAKING
 NO0459'A LEFT FORK FOR 0.95 OF A MILE TO A FORK, TAKE THE RIGHT
 NO0459'FORK FOR 0.75 OF A MILE TO THE ENTRANCE OF THE NEBRASKA
 NO0459'NATIONAL FOREST, CONTINUE SOUTH ON THE MAIN ROAD FOR 2.75
 NO0459'MILES TO A PLANTING CAMP ON THE LEFT, CONTINUE SOUTH AND
 NO0459'WEST ON THE MAIN ROAD FOR 6.15 MILES TO A CATTLE GUARD AT
 NO0459'THE NEBRASKA NATIONAL FOREST BOUNDRY, CROSS CATTLE GUARD
 NO0459'AND CONTINUE WEST, SOUTH AND WEST ON THE MAIN SAND ROAD FOR
 NO0459'1.2 MILES TO A GATE AND THE AZIMUTH MARK ON THE LEFT AS
 NO0459'DESCRIBED, CROSS CATTLE GUARD AND TURN RIGHT ON THE MAIN
 NO0459'TRACK ROAD FOR 0.2 OF A MILE TO A CATTLE GUARD JUST
 NO0459'SOUTHEAST OF THE ADAMSON RANCH, HERE TURN SHARP LEFT JUST
 NO0459'BEFORE CROSSING THE CATTLE GUARD AND PICK WAY SOUTH AND
 NO0459'SOUTHEASTERLY ACROSS A PASTURE FOR 0.5 OF A MILE TO THE
 NO0459'HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1159 ***********************************************************************
 LH1159  DESIGNATION -  AHLSTROM
 LH1159  PID         -  LH1159
 LH1159  STATE/COUNTY-  NE/CLAY
 LH1159  COUNTRY     -  US
 LH1159  USGS QUAD   -  FAIRFIELD (2017)
 LH1159
 LH1159                         *CURRENT SURVEY CONTROL
 LH1159  ______________________________________________________________________
 LH1159* NAD 83(1995) POSITION- 40 24 31.70192(N) 098 00 51.33254(W)   ADJUSTED
 LH1159* NAVD 88 ORTHO HEIGHT -   530.    (meters)     1739.    (feet) SCALED
 LH1159  ______________________________________________________________________
 LH1159  GEOID HEIGHT    -        -26.129 (meters)                     GEOID18
 LH1159  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 LH1159  HORZ ORDER      -  SECOND
 LH1159
 LH1159.The horizontal coordinates were established by classical geodetic methods
 LH1159.and adjusted by the National Geodetic Survey in August 1997.
 LH1159
 LH1159.The orthometric height was scaled from a topographic map.
 LH1159
 LH1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1159.GEOID18 height accuracy estimate available here.
 LH1159
 LH1159.Click photographs - Photos may exist for this station.
 LH1159
 LH1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1159
 LH1159. The following values were computed from the NAD 83(1995) position.
 LH1159
 LH1159;                    North         East     Units Scale Factor Converg.
 LH1159;SPC NE       -    65,830.901   668,512.779   MT  0.99984015   +1 18 57.4
 LH1159;SPC NE       -   215,980.21  2,193,279.01   sFT  0.99984015   +1 18 57.4
 LH1159;UTM  14      - 4,473,598.723   583,639.297   MT  0.99968611   +0 38 20.5
 LH1159
 LH1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1159!SPC NE       -   0.99992093  x   0.99984015  =   0.99976109
 LH1159!UTM  14      -   0.99992093  x   0.99968611  =   0.99960707
 LH1159
 LH1159:                Primary Azimuth Mark                     Grid Az
 LH1159:SPC NE       -  AHLSTROM AZ MK                           175 05 33.8
 LH1159:UTM  14      -  AHLSTROM AZ MK                           175 46 10.7
 LH1159
 LH1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8363973598(NAD 83)
 LH1159
 LH1159|---------------------------------------------------------------------|
 LH1159| PID    Reference Object                     Distance      Geod. Az  |
 LH1159|                                                           dddmmss.s |
 LH1159| CN8537 AHLSTROM RM 1                        24.727 METERS 05735     |
 LH1159| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 5.8 KM 1403353.7 |
 LH1159| CN8536 AHLSTROM AZ MK                                     1762431.2 |
 LH1159| CN8538 AHLSTROM RM 2                        27.519 METERS 26057     |
 LH1159|---------------------------------------------------------------------|
 LH1159
 LH1159                          SUPERSEDED SURVEY CONTROL
 LH1159
 LH1159  NAD 83(1986)-  40 24 31.70945(N)    098 00 51.33181(W) AD(       ) 2
 LH1159  NAD 27      -  40 24 31.66800(N)    098 00 50.17100(W) AD(       ) 2
 LH1159
 LH1159.Superseded values are not recommended for survey control.
 LH1159
 LH1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1159.See file dsdata.pdf to determine how the superseded data were derived.
 LH1159
 LH1159_MARKER: DS = TRIANGULATION STATION DISK
 LH1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1159_STAMPING: AHLSTROM 1950
 LH1159_MARK LOGO: CGS
 LH1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1159+STABILITY: SURFACE MOTION
 LH1159
 LH1159  HISTORY     - Date     Condition        Report By
 LH1159  HISTORY     - 1950     MONUMENTED       CGS
 LH1159
 LH1159                          STATION DESCRIPTION
 LH1159
 LH1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1159'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF EDGAR AND 9 MILES
 LH1159'SOUTH-SOUTHEAST OF CLAY CENTER.  IT IS IN THE NORTHWEST CORNER OF
 LH1159'A CROSSROADS AND IS 93 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LH1159'A NORTH-SOUTH DIRT ROAD, 47 FEET NORTH OF THE APPROXIMATE
 LH1159'CENTERLINE OF AN EAST-WEST DIRT ROAD, 38 FEET SOUTHWEST OF THE
 LH1159'APPROXIMATE CENTERLINE OF A FARM DRIVEWAY, 15-1/2 FEET NORTH
 LH1159'OF A WITNESS POST AND 15 FEET NORTH OF A RIGHT-OF-WAY FENCE.  THE
 LH1159'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AHLSTROM 1950.
 LH1159'
 LH1159'REFERENCE MARK NO. 1 IS 92 FEET NORTH OF THE APPROXIMATE CENTERLINE
 LH1159'OF THE EAST-WEST ROAD AND 23 FEET WEST OF THE APPROXIMATE
 LH1159'CENTERLINE OF THE NORTH-SOUTH ROAD.  THE MARK PROJECTS 4 INCHES
 LH1159'AND THE DISK IS STAMPED AHLSTROM NO 1 1950.
 LH1159'
 LH1159'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE APPROXIMATE
 LH1159'CENTERLINE OF THE EAST-WEST ROAD, 15 FEET WEST OF THE APPROXIMATE
 LH1159'CENTERLINE OF A TEMPORARY FARM DRIVEWAY AND 1 FOOT NORTH OF A
 LH1159'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LH1159'STAMPED AHLSTROM NO 2 1950.
 LH1159'
 LH1159'THE AZIMUTH MARK IS 24 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LH1159'A NORTH-SOUTH DIRT ROAD, 6 FEET WEST OF A HEDGE ROW AND 1 FOOT NORTH
 LH1159'OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LH1159'STAMPED AHLSTROM 1950.
 LH1159'
 LH1159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND
 LH1159'MAIN STREET IN EDGAR, GO WEST ON STATE HIGHWAY 119 FOR 1.4 MILES TO
 LH1159'A CROSSROAD, TURN RIGHT AND GO NORTH FOR 2.5 MILES ON A GRAVELED
 LH1159'ROAD TO A DIRT CROSSROAD.  TURN LEFT AND GO WEST ON THE DIRT ROAD
 LH1159'FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN THE NORTHWEST CORNER
 LH1159'AS DESCRIBED.
 LH1159'
 LH1159'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT ROAD
 LH1159'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LH1159'
 LH1159'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4141 ***********************************************************************
 AB4141  SACS        -  This is a Secondary Airport Control Station.
 AB4141  DESIGNATION -  AHQ A
 AB4141  PID         -  AB4141
 AB4141  STATE/COUNTY-  NE/SAUNDERS
 AB4141  COUNTRY     -  US
 AB4141  USGS QUAD   -  WAHOO EAST (2017)
 AB4141
 AB4141                         *CURRENT SURVEY CONTROL
 AB4141  ______________________________________________________________________
 AB4141* NAD 83(2011) POSITION- 41 14 28.29775(N) 096 35 43.94779(W)   ADJUSTED
 AB4141* NAD 83(2011) ELLIP HT-   345.093 (meters)        (06/27/12)   ADJUSTED
 AB4141* NAD 83(2011) EPOCH   -  2010.00
 AB4141* NAVD 88 ORTHO HEIGHT -   372.11  (meters)     1220.8   (feet) GPS OBS
 AB4141  ______________________________________________________________________
 AB4141  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4141  GEOID HEIGHT    -        -26.925 (meters)                     GEOID96
 AB4141  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 AB4141  NAD 83(2011) X  -   -551,698.788 (meters)                     COMP
 AB4141  NAD 83(2011) Y  - -4,771,445.545 (meters)                     COMP
 AB4141  NAD 83(2011) Z  -  4,182,829.358 (meters)                     COMP
 AB4141  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 AB4141
 AB4141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4141  Standards:
 AB4141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4141  -------------------------------------------------------------------
 AB4141  NETWORK    0.42   1.04           0.20   0.13   0.53     -0.00736086
 AB4141  -------------------------------------------------------------------
 AB4141  Click here for local accuracies and other accuracy information.
 AB4141
 AB4141.This mark is at Wahoo Municipal Airport (AHQ)
 AB4141
 AB4141.The horizontal coordinates were established by GPS observations
 AB4141.and adjusted by the National Geodetic Survey in June 2012.
 AB4141
 AB4141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4141.been affixed to the stable North American tectonic plate. See 
 AB4141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4141
 AB4141.The horizontal coordinates are valid at the epoch date displayed above
 AB4141.which is a decimal equivalence of Year/Month/Day.
 AB4141
 AB4141.The orthometric height was determined by GPS observations and a
 AB4141.high-resolution geoid model.
 AB4141
 AB4141.GPS derived orthometric heights for airport stations designated as
 AB4141.PACS or SACS are published to 2 decimal places.  This maintains
 AB4141.centimeter relative accuracy between the PACS and SACS.  It does
 AB4141.not indicate centimeter accuracy relative to other marks which are
 AB4141.part of the published vertical control network.
 AB4141
 AB4141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4141.GEOID18 height accuracy estimate available here.
 AB4141
 AB4141.Click photographs - Photos may exist for this station.
 AB4141
 AB4141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4141
 AB4141.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4141
 AB4141.The ellipsoidal height was determined by GPS observations
 AB4141.and is referenced to NAD 83.
 AB4141
 AB4141. The following values were computed from the NAD 83(2011) position.
 AB4141
 AB4141;                    North         East     Units Scale Factor Converg.
 AB4141;SPC NE       -   161,924.721   785,219.949   MT  0.99966921   +2 15 22.0
 AB4141;SPC NE       -   531,248.02  2,576,175.78   sFT  0.99966921   +2 15 22.0
 AB4141;UTM  14      - 4,568,320.389   701,487.567   MT  1.00009966   +1 35 08.2
 AB4141
 AB4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4141!SPC NE       -   0.99994587  x   0.99966921  =   0.99961510
 AB4141!UTM  14      -   0.99994587  x   1.00009966  =   1.00004553
 AB4141
 AB4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0148768320(NAD 83)
 AB4141
 AB4141                          SUPERSEDED SURVEY CONTROL
 AB4141
 AB4141  NAD 83(2007)-  41 14 28.29774(N)    096 35 43.94838(W) AD(2002.00) 0
 AB4141  ELLIP H (02/10/07)  345.113  (m)                       GP(2002.00)    
 AB4141  ELLIP H (01/09/02)  345.107  (m)                       GP(       ) 4 2
 AB4141  NAD 83(1995)-  41 14 28.29770(N)    096 35 43.94777(W) AD(       ) 1
 AB4141  ELLIP H (09/17/98)  345.166  (m)                       GP(       ) 4 2
 AB4141
 AB4141.Superseded values are not recommended for survey control.
 AB4141
 AB4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4141.See file dsdata.pdf to determine how the superseded data were derived.
 AB4141
 AB4141_MARKER: I = METAL ROD
 AB4141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4141_STAMPING: AHQ A 1995
 AB4141_MARK LOGO: NGS
 AB4141_PROJECTION: FLUSH
 AB4141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4141+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 AB4141_ROD/PIPE-DEPTH: 5.82 meters
 AB4141_SLEEVE-DEPTH  : 0.9 meters
 AB4141
 AB4141  HISTORY     - Date     Condition        Report By
 AB4141  HISTORY     - 1995     MONUMENTED       NGS
 AB4141  HISTORY     - 19970805 GOOD             NGS
 AB4141  HISTORY     - 20091103 GOOD             NEDA
 AB4141
 AB4141                          STATION DESCRIPTION
 AB4141
 AB4141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4141'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHWEST OF
 AB4141'FREMONT, 1.9 MI (3.1 KM) NORTHEAST OF WAHOO AND AT THE WAHOO MUNICIPAL
 AB4141'AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122, WAHOO NE 68066.
 AB4141'AIRPORT MANAGER IS GAYLEN MALY, PHONE (402) 443-4016.  TO REACH THE
 AB4141'STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON U.S. HIGHWAY
 AB4141'77/STATE HIGHWAY 92 FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION (U.S.
 AB4141'HIGHWAY 77/STATE HIGHWAY 92 TO THE RIGHT), CONTINUE AHEAD AND GO NORTH
 AB4141'ON STATE HIGHWAY 109 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN
 AB4141'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A
 AB4141'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE
 AB4141'ROAD FOR 0.4 MI (0.6 KM) TO THE ROAD END AT A GATE, PASS THROUGH GATE,
 AB4141'TURN LEFT AND GO NORTHEAST ON A PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM)
 AB4141'TO A JUNCTION WITH RUNWAY 13/31, CONTINUE AHEAD AND GO NORTHEAST
 AB4141'CROSSING THE RUNWAY ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AB4141'END OF THE PARALLEL TAXIWAY, A CONNECTOR TAXIWAY RIGHT AND THE STATION
 AB4141'ON THE LEFT, IN LINE WITH THE NORTHEAST EDGE OF THE CONCRETE CONNECTOR
 AB4141'TAXIWAY.  THE STATION IS 44.3 FT (13.5 M) NORTH OF A TAXIWAY LIGHT
 AB4141'(121), 20.7 FT (6.3 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AB4141'CONCRETE PARALLEL TAXIWAY AND 14.1 FT (4.3 M) WEST OF A TAXIWAY LIGHT
 AB4141'AT THE NORTHWEST CORNER OF THE TAXIWAY.  THIS STATION TO BE USED AS
 AB4141'SACS.
 AB4141
 AB4141                          STATION RECOVERY (1997)
 AB4141
 AB4141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4141'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 05AUG1997 (DRL,WCW) .
 AB4141'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT
 AB4141'THE WAHOO MUNICIPAL AIRPORT, NORTH OF MIDFIELD AT THE NORTHERLY
 AB4141'TERMINUS OF THE PARALLEL TAXIWAY, IN LINE WITH THE NORTHERLY EDGE OF
 AB4141'THE NORTHERNMOST CONNECTOR TAXIWAY.  OWNERSHIP--WAHOO AIRPORT
 AB4141'AUTHORITY, BOX 122, WAHOO NE 68066.  AIRPORT MANAGER IS GAYLEN MALY,
 AB4141'PHONE (402) 443-8523.  TO REACH THE STATION FROM THE CROSSROAD
 AB4141'JUNCTION OF COMBINED US HIGHWAY 77 AND STATE HIGHWAY 92 (SOUTH AND
 AB4141'WEST BOUND LANES) WITH STATE HIGHWAY 109 WHICH IS 3.9 KM (2.40 MI)
 AB4141'NORTH ALONG THE COMBINED HIGHWAYS FROM THE WAHOO COURTHOUSE, GO EAST
 AB4141'FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD ON LEFT.  TURN LEFT AND GO
 AB4141'NORTHERLY THEN EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 KM (0.35 MI)
 AB4141'TO A GATE.  PASS THROUGH THE GATE THEN TURN LEFT AND GO NORTHEAST ON A
 AB4141'PARALLEL TAXIWAY CROSSING TURF RUNWAY 13-31 AT 0.2 KM (0.10 MI) FOR A
 AB4141'TOTAL OF 0.3 KM (0.20 MI) TO THE END OF THE PARALLEL TAXIWAY AND THE
 AB4141'STATION ON LEFT.  THE MARK IS A PUNCH MARK ON TOP CENTER OF A
 AB4141'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A LENGTH OF 5.82 M (19.09 FT)
 AB4141'IN A 2.5 CM (1 IN) GREASE FILLED FINNED PLASTIC SLEEVE 0.9 M (3.0 FT)
 AB4141'LONG ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP
 AB4141'SURROUNDED BY CONCRETE.  THE LOGO CAP IS FLUSH WITH THE GROUND.  THE
 AB4141'MARK IS RECESSED 5 CM BELOW THE TOP OF THE LOGO CAP.  THE STATION IS
 AB4141'LOCATED 13.6 M (44.6 FT) NORTH FROM A TAXIWAY LIGHT (121) , 6.2 M
 AB4141'(20.3 FT) WEST FROM THE NORTHWEST CORNER OF THE CONCRETE TAXIWAY, 4.3
 AB4141'M (14.1 FT) SOUTHWEST FROM THE TAXIWAY LIGHT (120) AT THE NORTHWEST
 AB4141'CORNER OF THE TAXIWAY.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AB4141'CONTROL STATION.
 AB4141
 AB4141                          STATION RECOVERY (2009)
 AB4141
 AB4141'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2009 (BJS)
 AB4141'AHQ A WAS RECOVERED UNDER ABOUT 2 INCHES OF SOIL AND SOD.
 AB4141'IT IS DIRECTLY IN LINE WITH THE PAVEMENT JOINT BETWEEN OLD AND NEW
 AB4141'CONCRETE PAVEMENT AT ABOUT 20 FEET FROM THE TAXIWAY EDGE. NEW PARALLEL
 AB4141'TAXIWAY PAVEMENT PROCEEDS NORTH FROM THE CONNECTING TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4113 ***********************************************************************
 AB4113  FBN         -  This is a Federal Base Network Control Station.
 AB4113  PACS        -  This is a Primary Airport Control Station.
 AB4113  DESIGNATION -  AIA A
 AB4113  PID         -  AB4113
 AB4113  STATE/COUNTY-  NE/BOX BUTTE
 AB4113  COUNTRY     -  US
 AB4113  USGS QUAD   -  ALLIANCE EAST (2017)
 AB4113
 AB4113                         *CURRENT SURVEY CONTROL
 AB4113  ______________________________________________________________________
 AB4113* NAD 83(2011) POSITION- 42 03 19.72080(N) 102 48 25.10585(W)   ADJUSTED
 AB4113* NAD 83(2011) ELLIP HT-  1177.977 (meters)        (06/27/12)   ADJUSTED
 AB4113* NAD 83(2011) EPOCH   -  2010.00
 AB4113* NAVD 88 ORTHO HEIGHT -  1196.76  (meters)     3926.4   (feet) GPS OBS
 AB4113  ______________________________________________________________________
 AB4113  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4113  GEOID HEIGHT    -        -18.726 (meters)                     GEOID99
 AB4113  GEOID HEIGHT    -        -18.787 (meters)                     GEOID18
 AB4113  NAD 83(2011) X  - -1,051,533.303 (meters)                     COMP
 AB4113  NAD 83(2011) Y  - -4,625,734.952 (meters)                     COMP
 AB4113  NAD 83(2011) Z  -  4,250,970.279 (meters)                     COMP
 AB4113  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 AB4113
 AB4113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4113  Standards:
 AB4113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4113  -------------------------------------------------------------------
 AB4113  NETWORK    0.31   0.67           0.14   0.11   0.34     -0.02863084
 AB4113  -------------------------------------------------------------------
 AB4113  Click here for local accuracies and other accuracy information.
 AB4113
 AB4113.This mark is at Alliance Municipal Airport (AIA)
 AB4113
 AB4113.The horizontal coordinates were established by GPS observations
 AB4113.and adjusted by the National Geodetic Survey in June 2012.
 AB4113
 AB4113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4113.been affixed to the stable North American tectonic plate. See 
 AB4113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4113
 AB4113.The horizontal coordinates are valid at the epoch date displayed above
 AB4113.which is a decimal equivalence of Year/Month/Day.
 AB4113
 AB4113.The orthometric height was determined by GPS observations and a
 AB4113.high-resolution geoid model.
 AB4113
 AB4113.GPS derived orthometric heights for airport stations designated as
 AB4113.PACS or SACS are published to 2 decimal places.  This maintains
 AB4113.centimeter relative accuracy between the PACS and SACS.  It does
 AB4113.not indicate centimeter accuracy relative to other marks which are
 AB4113.part of the published vertical control network.
 AB4113
 AB4113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4113.GEOID18 height accuracy estimate available here.
 AB4113
 AB4113.Click photographs - Photos may exist for this station.
 AB4113
 AB4113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4113
 AB4113.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4113
 AB4113.The ellipsoidal height was determined by GPS observations
 AB4113.and is referenced to NAD 83.
 AB4113
 AB4113. The following values were computed from the NAD 83(2011) position.
 AB4113
 AB4113;                    North         East     Units Scale Factor Converg.
 AB4113;SPC NE       -   250,488.731   267,751.647   MT  0.99970455   -1 51 36.6
 AB4113;SPC NE       -   821,811.78    878,448.53   sFT  0.99970455   -1 51 36.6
 AB4113;UTM  13      - 4,658,262.831   681,467.995   MT  1.00000522   +1 28 09.8
 AB4113
 AB4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4113!SPC NE       -   0.99981528  x   0.99970455  =   0.99951988
 AB4113!UTM  13      -   0.99981528  x   1.00000522  =   0.99982050
 AB4113
 AB4113:                Primary Azimuth Mark                     Grid Az
 AB4113:SPC NE       -  PORT=ARP                                 179 56 51.9
 AB4113:UTM  13      -  PORT=ARP                                 176 37 05.5
 AB4113
 AB4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8146758262(NAD 83)
 AB4113
 AB4113|---------------------------------------------------------------------|
 AB4113| PID    Reference Object                     Distance      Geod. Az  |
 AB4113|                                                           dddmmss.s |
 AB4113| NP0164 PORT=ARP                            486.216 METERS 1780515.3 |
 AB4113| NP0163 AIA AP STA B                        APPROX. 1.0 KM 2995433.7 |
 AB4113|---------------------------------------------------------------------|
 AB4113
 AB4113                          SUPERSEDED SURVEY CONTROL
 AB4113
 AB4113  NAD 83(2007)-  42 03 19.72060(N)    102 48 25.10686(W) AD(2002.00) 0
 AB4113  ELLIP H (02/10/07) 1178.005  (m)                       GP(2002.00)    
 AB4113  ELLIP H (07/10/01) 1178.007  (m)                       GP(       ) 4 1
 AB4113  NAD 83(1995)-  42 03 19.71992(N)    102 48 25.10686(W) AD(       ) B
 AB4113  ELLIP H (06/25/96) 1178.052  (m)                       GP(       ) 1 1
 AB4113  NAVD 88 (06/25/96) 1196.82   (m)  GEOID93  model used  GPS OBS        
 AB4113
 AB4113.Superseded values are not recommended for survey control.
 AB4113
 AB4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4113.See file dsdata.pdf to determine how the superseded data were derived.
 AB4113
 AB4113_MARKER: F = FLANGE-ENCASED ROD
 AB4113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4113_STAMPING: AIA A 1995
 AB4113_MARK LOGO: NGS
 AB4113_PROJECTION: RECESSED 3 CENTIMETERS
 AB4113_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4113+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 AB4113_ROD/PIPE-DEPTH: 10.5 meters
 AB4113_SLEEVE-DEPTH  : 1 meters
 AB4113
 AB4113  HISTORY     - Date     Condition        Report By
 AB4113  HISTORY     - 1995     MONUMENTED       NGS
 AB4113  HISTORY     - 19970721 GOOD             NGS
 AB4113  HISTORY     - 20000510 GOOD             NGS
 AB4113  HISTORY     - 20060715 GOOD             JCLS
 AB4113  HISTORY     - 20121128 GOOD             GCT
 AB4113  HISTORY     - 20121128 GOOD             GCT
 AB4113
 AB4113                          STATION DESCRIPTION
 AB4113
 AB4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4113'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIOCH, 5.6 MI
 AB4113'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT NEAR
 AB4113'THE JUNCTION OF A NORTH/SOUTH TAXIWAY AND A PAVED ROAD LEADING TO A
 AB4113'VOR.  OWNERSHIP--ALLIANCE AIRPORT AUTHORITY, PO BOX D, ALLIANCE NE
 AB4113'69301.  AIRPORT MANAGER POSITION IS NOT FILLED AT THIS TIME, CONTACT
 AB4113'JEFF JENSON, PHONE (308) 762-5311.  TO REACH THE STATION FROM THE
 AB4113'JUNCTION OF U.S. HIGHWAY 385 NORTH AND STATE HIGHWAY 2 ON THE EAST
 AB4113'SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 2.25 MI (3.62 KM) TO
 AB4113'A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST ON THE
 AB4113'PAVED ROAD FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE RIGHT (JUST
 AB4113'PAST A NOAA BUILDING AND RADAR DOME), CONTINUE AHEAD AND GO SOUTHEAST
 AB4113'THEN EAST ON THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD RIGHT
 AB4113'LEADING TO A GATE (FIRST GATE WEST OF THE BEACON), TURN RIGHT AND GO
 AB4113'SOUTH ON THE GRAVEL ROAD FOR 150 FT (45.7 M) TO THE GATE, PASS THROUGH
 AB4113'THE GATE AND GO SOUTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A APRON
 AB4113'EDGE/PARALLEL TAXIWAY, TURN LEFT AND GO EAST ON THE PARALLEL TAXIWAY
 AB4113'FOR 0.05 MI (0.08 KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH ON
 AB4113'THE TAXIWAY FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEADING TO A VOR AND
 AB4113'THE STATION ON THE LEFT.  THE STATION IS 61.6 FT (18.8 M) EAST OF THE
 AB4113'TAXIWAY CENTER, 46.6 FT (14.2 M) SOUTH OF THE PAVED ROAD CENTER, 42.2
 AB4113'FT (12.9 M) NORTHEAST OF A TAXIWAY LIGHT AND 1.4 FT (0.4 M) WEST OF A
 AB4113'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 AB4113'APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4113
 AB4113                          STATION RECOVERY (1997)
 AB4113
 AB4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4113'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 AB4113'AIRPORT MANAGER IS (308) 762-4512.  THE AIRPORT CONTACT IS TERRY
 AB4113'WEISGERBER (308) 762-6413.
 AB4113
 AB4113                          STATION RECOVERY (2000)
 AB4113
 AB4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4113'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 AB4113'THE JUNCTIONS OF STATE HIGHWAY 87 AND STATE HIGHWAY 2 ON THE EAST SIDE
 AB4113'OF ALLIANCE, GO EAST ON HIGHWAY 2 FOR 2.3 MI (3.7 KM) TO A PAVED ROAD
 AB4113'RIGHT COUNTY ROAD 57, TURN RIGHT SOUTH ON COUNTY ROAD FOR 2.3 MI (3.7
 AB4113'KM) TO A GRAVEL PARKING AREA LOT JUST PAST A GREEN HANGER, TURN RIGHT
 AB4113'AND CROSS PARKING LOT FOR 0.05 MI (0.08 KM) TO A GATE LEADING TO THE
 AB4113'RAMP, PASS THROUGH THE GATE AND TURN LEFT SOUTHEAST ACROSS THE APRON
 AB4113'FOR 0.15 MI (0.24 KM) TO A TAXIWAY, RIGHT (B) BRAVO, TURN RIGHT SOUTH
 AB4113'ON TAXI AND GO 0.15 MI (0.24 KM) TO A RUNWAY 26-8 CONTINUE AHEAD SOUTH
 AB4113'CROSSING THE RUNWAY FOR 0.35 MI (0.56 KM) TO A ROAD LEFT LEADING TO
 AB4113'THE VOR AND THE STATION JUST PAST THE ROAD.
 AB4113
 AB4113                          STATION RECOVERY (2006)
 AB4113
 AB4113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 AB4113'RECOVERED IN GOOD CONDITION.
 AB4113
 AB4113                          STATION RECOVERY (2012)
 AB4113
 AB4113'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AB4113'OPUS SOLUTION AVAILABLE.
 AB4113
 AB4113                          STATION RECOVERY (2012)
 AB4113
 AB4113'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AB4113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0165 ***********************************************************************
 NP0165  SACS        -  This is a Secondary Airport Control Station.
 NP0165  DESIGNATION -  AIA AP STA A
 NP0165  PID         -  NP0165
 NP0165  STATE/COUNTY-  NE/BOX BUTTE
 NP0165  COUNTRY     -  US
 NP0165  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0165
 NP0165                         *CURRENT SURVEY CONTROL
 NP0165  ______________________________________________________________________
 NP0165* NAD 83(2011) POSITION- 42 02 33.75143(N) 102 47 38.06092(W)   ADJUSTED
 NP0165* NAD 83(2011) ELLIP HT-  1176.647 (meters)        (06/27/12)   ADJUSTED
 NP0165* NAD 83(2011) EPOCH   -  2010.00
 NP0165* NAVD 88 ORTHO HEIGHT -  1195.473 (meters)     3922.15  (feet) POSTED
 NP0165  ______________________________________________________________________
 NP0165  GEOID HEIGHT    -        -18.824 (meters)                     GEOID18
 NP0165  NAD 83(2011) X  - -1,050,688.420 (meters)                     COMP
 NP0165  NAD 83(2011) Y  - -4,626,900.245 (meters)                     COMP
 NP0165  NAD 83(2011) Z  -  4,249,915.978 (meters)                     COMP
 NP0165  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 NP0165  DYNAMIC HEIGHT  -       1194.77  (meters)     3919.8   (feet) COMP
 NP0165  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 NP0165
 NP0165  VERT ORDER      -  * POSTED, SEE BELOW
 NP0165
 NP0165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0165  Standards:
 NP0165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0165  -------------------------------------------------------------------
 NP0165  NETWORK    0.71   1.04           0.33   0.23   0.53     -0.04695396
 NP0165  -------------------------------------------------------------------
 NP0165  Click here for local accuracies and other accuracy information.
 NP0165
 NP0165.This mark is at Alliance Municipal Airport (AIA)
 NP0165
 NP0165.The horizontal coordinates were established by GPS observations
 NP0165.and adjusted by the National Geodetic Survey in June 2012.
 NP0165
 NP0165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0165.been affixed to the stable North American tectonic plate. See 
 NP0165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0165
 NP0165.The horizontal coordinates are valid at the epoch date displayed above
 NP0165.which is a decimal equivalence of Year/Month/Day.
 NP0165
 NP0165.The orthometric height was determined by differential leveling
 NP0165.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0165
 NP0165.* This is a POSTED BENCH MARK height.
 NP0165
 NP0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0165.GEOID18 height accuracy estimate available here.
 NP0165
 NP0165.Click photographs - Photos may exist for this station.
 NP0165
 NP0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0165
 NP0165.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0165
 NP0165.The ellipsoidal height was determined by GPS observations
 NP0165.and is referenced to NAD 83.
 NP0165
 NP0165.The dynamic height is computed by dividing the NAVD 88
 NP0165.geopotential number by the normal gravity value computed on the
 NP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0165.degrees latitude (g = 980.6199 gals.).
 NP0165
 NP0165.The modeled gravity was interpolated from observed gravity values.
 NP0165
 NP0165. The following values were computed from the NAD 83(2011) position.
 NP0165
 NP0165;                    North         East     Units Scale Factor Converg.
 NP0165;SPC NE       -   249,036.533   268,786.704   MT  0.99970243   -1 51 05.4
 NP0165;SPC NE       -   817,047.36    881,844.38   sFT  0.99970243   -1 51 05.4
 NP0165;UTM  13      - 4,656,872.774   682,585.984   MT  1.00001023   +1 28 40.1
 NP0165
 NP0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0165!SPC NE       -   0.99981549  x   0.99970243  =   0.99951797
 NP0165!UTM  13      -   0.99981549  x   1.00001023  =   0.99982572
 NP0165
 NP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8258556872(NAD 83)
 NP0165
 NP0165                          SUPERSEDED SURVEY CONTROL
 NP0165
 NP0165  NAD 83(2007)-  42 02 33.75122(N)    102 47 38.06192(W) AD(2002.00) 0
 NP0165  ELLIP H (02/10/07) 1176.674  (m)                       GP(2002.00)    
 NP0165  ELLIP H (12/19/01) 1176.677  (m)                       GP(       ) 4 2
 NP0165  NAD 83(1995)-  42 02 33.75054(N)    102 47 38.06192(W) AD(       ) 1
 NP0165  ELLIP H (09/17/98) 1176.722  (m)                       GP(       ) 4 2
 NP0165  NAD 83(1995)-  42 02 33.75018(N)    102 47 38.06307(W) AD(       ) 1
 NP0165  ELLIP H (08/18/97) 1176.734  (m)                       GP(       ) 4 1
 NP0165  NAD 83(1993)-  42 02 33.75017(N)    102 47 38.06310(W) AD(       ) 1
 NP0165  ELLIP H (01/07/93) 1176.726  (m)                       GP(       ) 4 2
 NP0165  NAD 83(1986)-  42 02 33.74661(N)    102 47 38.06158(W) AD(       ) 1
 NP0165  NAVD 88 (09/17/98) 1195.52   (m)  UNKNOWN  model used  GPS OBS        
 NP0165  NGVD 29 (??/??/92) 1194.920  (m)         3920.33   (f) ADJ UNCH    2 0
 NP0165  NGVD 29            1194.92   (m)         3920.3    (f) LEVELING    3  
 NP0165
 NP0165.Superseded values are not recommended for survey control.
 NP0165
 NP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0165.See file dsdata.pdf to determine how the superseded data were derived.
 NP0165
 NP0165_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0165_STAMPING: AP 1967 STA A
 NP0165_MARK LOGO: CGS
 NP0165_PROJECTION: FLUSH
 NP0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0165+STABILITY: SURFACE MOTION
 NP0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0165+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0165
 NP0165  HISTORY     - Date     Condition        Report By
 NP0165  HISTORY     - 1967     MONUMENTED       CGS
 NP0165  HISTORY     - 1971     GOOD             NGS
 NP0165  HISTORY     - 1980     GOOD             NGS
 NP0165  HISTORY     - 19890630 GOOD             NGS
 NP0165  HISTORY     - 19920615 GOOD             NGS
 NP0165  HISTORY     - 19950822 GOOD             NGS
 NP0165  HISTORY     - 19970721 GOOD             NGS
 NP0165
 NP0165                          STATION DESCRIPTION
 NP0165
 NP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0165'AT ALLIANCE MUNICIPAL AIRPORT.
 NP0165'THE STATION IS SITUATED AT THE ALLIANCE MUNICIPAL AIRPORT.  175.2
 NP0165'FT NE FROM A C AND GS WASHER AND NAIL AT THE CENTERLINE OF RUNWAY
 NP0165'END 12, 252.8 FT. EAST OF THE CENTERLINE INTERSECTION OF RUNWAYS
 NP0165'12-30 AND 17-35, 177.3 FT. NE FROM THE FIRST RUNWAY LIGHT NORTH
 NP0165'OF THE CENTERLINE OF RUNWAY END 30 ON THE NORTH SIDE OF THE
 NP0165'RUNWAY, 99.4 FT. NE FROM THE NORTHERNMOST THRESHOLD LIGHT ON
 NP0165'RUNWAY END 30.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 NP0165'AP 1967 STA A SET IN A 8 IN X 8 IN CONCRETE POST IMBEDDED FLUSH
 NP0165'WITH THE GROUND.
 NP0165
 NP0165                          STATION RECOVERY (1971)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0165'RECOVERED IN GOOD CONDITION.
 NP0165
 NP0165                          STATION RECOVERY (1980)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0165'AT ALLIANCE MUNICIPAL AIRPORT.
 NP0165
 NP0165                          STATION RECOVERY (1989)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0165'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF ALLIANCE, AT
 NP0165'THE SOUTHEAST END OF RUNWAY12-30, ON LINE WITH RUNWAY END 30, AT THE
 NP0165'ALLIANCE MUNICIPAL AIRPORT.  OWNERSHIP--ALLIANCE AIRPORT AUTHORITY,
 NP0165'P.O. DRAWER D, ALLIANCE NE 69301.  AIRPORT MANAGER IS THE CITY MANAGER
 NP0165'LYLE LANCE III, TELEPHONE 308-762-5400.
 NP0165'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 NP0165'HIGHWAY 2 ON THE EAST SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR
 NP0165'3.59 KM (2.25 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 NP0165'THE PAVED ROAD FOR 3.00 KM (1.85 MI) TO A GRAVEL ROAD ON THE RIGHT
 NP0165'JUST PAST A NOAA BUILDING AND RADOME.  CONTINUE AHEAD FOR 0.23 KM
 NP0165'(0.15 MI) TO A GRAVEL ROAD RIGHT LEADING TO A LOCKED GATE AND HANGARS.
 NP0165'TURN RIGHT AND GO SOUTH FOR 0.04 KM (140 FT) TO THE GATE.  PASS
 NP0165'THROUGH THE GATE THEN TURN LEFT AND GO EAST ON A DIM LANE, THEN APRON
 NP0165'FOR 0.47 KM (0.30 MI) TO THE FIELD SIDE OF THE TERMIAL BUILDING.  TURN
 NP0165'RIGHT AND GO SOUTH CROSSING AN APRON FOR 0.10 KM (0.05 MI) TO A
 NP0165'TAXIWAY LEADING SOUTH.  CONTINUE SOUTH ON THE TAXIWAY FOR 0.96 KM
 NP0165'(0.60 MI) TO RUNWAY 12-30.  TURN LEFT AND GO SOUTHEAST ALONG THE
 NP0165'RUNWAY, CROSSING A CLOSED RUNWAY AND RUNWAY 17-35 FOR 1.41 KM
 NP0165'(0.90 MI) TO THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 NP0165'THE STATION MARK IS 49.9 M (163.7 FT) NORTHWEST OF THE REIL, 30.6 M
 NP0165'(100.4 FT) NORTHEAST OF THE EAST CORNER OF THE RUNWAY, 0.2 M (0.7 FT)
 NP0165'NORTHWEST OF A CARSONITE WITNESS POST AND FLUSH WITH THE GROUND.
 NP0165'DESCRIBED BY R.D.BALL.
 NP0165
 NP0165                          STATION RECOVERY (1992)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NP0165'THE STATION IS SITUATED AT THE ALLIANCE MUNI AIRPORT, 175.2 FT (53.4
 NP0165'M) NE FROM A CGS N AND W AT C/L END RWY 30, 252.8 FT (77.1 M) E OF C/L
 NP0165'INTERSECTION RWYS 12/30 AND 17/35, 177.3 FT (54.0 M) NE FROM THE FIRST
 NP0165'RUNWAY LIGHT NORTH OF THE C/L OF RUNWAY END 30 ON THE NORTH SIDE OF
 NP0165'THE RUNWAY, 99.4 FT (30.3 M) NE FROM THE NORTHERNMOST THRESHOLD LIGHT
 NP0165'ON RUNWAY END 30.  THE STATION IS A STANDARD TOPO DISK STAMPED AP 1967
 NP0165'STA A SET IN AN 8 INCH X 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 NP0165
 NP0165                          STATION RECOVERY (1995)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0165'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIOCH, 5.6 MI
 NP0165'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT AND
 NP0165'IN LINE WITH THE APPROACH END PAVEMENT OF RUNWAY 30.
 NP0165'OWNERSHIP--ALLIANCE AIRPORT AUTHORITY, PO BOX D, ALLIANCE NE 69301.
 NP0165'AIRPORT MANAGER POSITION IS NOT FILLED AT THIS TIME, CONTACT JEFF
 NP0165'JENSON, PHONE (308) 762-5311.  TO REACH THE STATION FROM THE JUNCTION
 NP0165'OF US HIGHWAY 385 NORTH AND STATE HIGHWAY 2 ON THE EAST SIDE OF
 NP0165'ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 2.25 MI (3.62 KM) TO A PAVED
 NP0165'ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST ON THE PAVED ROAD
 NP0165'FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE RIGHT (JUST PAST A NOAA
 NP0165'BUILDING AND RADAR DOME), CONTINUE AHEAD AND GO SOUTHEAST THEN EAST ON
 NP0165'THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD RIGHT LEADING TO A
 NP0165'GATE (FIRST GATE WEST OF THE BEACON), TURN RIGHT AND GO SOUTH ON THE
 NP0165'GRAVEL ROAD FOR 150 FT (45.7 M) TO THE GATE, PASS THROUGH THE GATE AND
 NP0165'GO SOUTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO AN APRON
 NP0165'EDGE/PARALLEL TAXIWAY, TURN LEFT AND GO EAST ON THE PARALLEL TAXIWAY
 NP0165'FOR 0.05 MI (0.08 KM) TO A TAXIWAY ON THE RIGHT, TURN RIGHT AND GO
 NP0165'SOUTH ON THE TAXIWAY (B) FOR 0.6 MI (1.0 KM) TO RUNWAY 12/30, BEAR
 NP0165'LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.9 MI (1.4 KM) TO THE
 NP0165'PAVEMENT END AND THE STATION ON THE LEFT.  THE STATION IS 205.5 FT
 NP0165'(62.6 M) EAST-SOUTHEAST OF A RUNWAY LIGHT AT THE JUNCTION OF THE
 NP0165'RUNWAYS, 175.0 FT (53.3 M) NORTHEAST OF THE RUNWAY CENTER, 163.3 FT
 NP0165'(49.8 M) NORTHWEST OF A REIL, 90.5 FT (27.6 M) NORTH-NORTHEAST ON THE
 NP0165'NORTHEAST THRESHOLD LIGHT AND 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS
 NP0165'POST.  THIS STATION TO BE USED AS SACS.
 NP0165
 NP0165                          STATION RECOVERY (1997)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0165'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 NP0165'AIRPORT MANAGER IS BARB WATSON (308) 762-4512.  THE AIRPORT CONTACT IS
 NP0165'TERRY WEISGERBER (308) 762-6413.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0163 ***********************************************************************
 NP0163  SACS        -  This is a Secondary Airport Control Station.
 NP0163  DESIGNATION -  AIA AP STA B
 NP0163  PID         -  NP0163
 NP0163  STATE/COUNTY-  NE/BOX BUTTE
 NP0163  COUNTRY     -  US
 NP0163  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0163
 NP0163                         *CURRENT SURVEY CONTROL
 NP0163  ______________________________________________________________________
 NP0163* NAD 83(2011) POSITION- 42 03 36.54664(N) 102 49 04.36135(W)   ADJUSTED
 NP0163* NAD 83(2011) ELLIP HT-  1178.679 (meters)        (06/27/12)   ADJUSTED
 NP0163* NAD 83(2011) EPOCH   -  2010.00
 NP0163* NAVD 88 ORTHO HEIGHT -  1197.457 (meters)     3928.66  (feet) POSTED
 NP0163  ______________________________________________________________________
 NP0163  GEOID HEIGHT    -        -18.774 (meters)                     GEOID18
 NP0163  NAD 83(2011) X  - -1,052,336.585 (meters)                     COMP
 NP0163  NAD 83(2011) Y  - -4,625,196.092 (meters)                     COMP
 NP0163  NAD 83(2011) Z  -  4,251,356.270 (meters)                     COMP
 NP0163  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 NP0163  DYNAMIC HEIGHT  -       1196.76  (meters)     3926.4   (feet) COMP
 NP0163  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 NP0163
 NP0163  VERT ORDER      -  * POSTED, SEE BELOW
 NP0163
 NP0163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0163  Standards:
 NP0163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0163  -------------------------------------------------------------------
 NP0163  NETWORK    0.60   0.94           0.28   0.19   0.48     -0.06502744
 NP0163  -------------------------------------------------------------------
 NP0163  Click here for local accuracies and other accuracy information.
 NP0163
 NP0163.This mark is at Alliance Municipal Airport (AIA)
 NP0163
 NP0163.The horizontal coordinates were established by GPS observations
 NP0163.and adjusted by the National Geodetic Survey in June 2012.
 NP0163
 NP0163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0163.been affixed to the stable North American tectonic plate. See 
 NP0163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0163
 NP0163.The horizontal coordinates are valid at the epoch date displayed above
 NP0163.which is a decimal equivalence of Year/Month/Day.
 NP0163
 NP0163.The orthometric height was determined by differential leveling
 NP0163.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0163
 NP0163.* This is a POSTED BENCH MARK height.
 NP0163
 NP0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0163.GEOID18 height accuracy estimate available here.
 NP0163
 NP0163.Click photographs - Photos may exist for this station.
 NP0163
 NP0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0163
 NP0163.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0163
 NP0163.The ellipsoidal height was determined by GPS observations
 NP0163.and is referenced to NAD 83.
 NP0163
 NP0163.The dynamic height is computed by dividing the NAVD 88
 NP0163.geopotential number by the normal gravity value computed on the
 NP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0163.degrees latitude (g = 980.6199 gals.).
 NP0163
 NP0163.The modeled gravity was interpolated from observed gravity values.
 NP0163
 NP0163. The following values were computed from the NAD 83(2011) position.
 NP0163
 NP0163;                    North         East     Units Scale Factor Converg.
 NP0163;SPC NE       -   251,036.795   266,866.659   MT  0.99970533   -1 52 02.6
 NP0163;SPC NE       -   823,609.88    875,545.03   sFT  0.99970533   -1 52 02.6
 NP0163;UTM  13      - 4,658,758.718   680,552.395   MT  1.00000114   +1 27 44.0
 NP0163
 NP0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0163!SPC NE       -   0.99981517  x   0.99970533  =   0.99952055
 NP0163!UTM  13      -   0.99981517  x   1.00000114  =   0.99981631
 NP0163
 NP0163:                Primary Azimuth Mark                     Grid Az
 NP0163:SPC NE       -  AIA A                                    121 46 10.0
 NP0163:UTM  13      -  AIA A                                    118 26 23.4
 NP0163
 NP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8055258758(NAD 83)
 NP0163
 NP0163|---------------------------------------------------------------------|
 NP0163| PID    Reference Object                     Distance      Geod. Az  |
 NP0163|                                                           dddmmss.s |
 NP0163| AB4113 AIA A                               APPROX. 1.0 KM 1195407.4 |
 NP0163|---------------------------------------------------------------------|
 NP0163
 NP0163                          SUPERSEDED SURVEY CONTROL
 NP0163
 NP0163  NAD 83(2007)-  42 03 36.54643(N)    102 49 04.36235(W) AD(2002.00) 0
 NP0163  ELLIP H (02/10/07) 1178.707  (m)                       GP(2002.00)    
 NP0163  ELLIP H (12/19/01) 1178.709  (m)                       GP(       ) 4 2
 NP0163  NAD 83(1995)-  42 03 36.54575(N)    102 49 04.36235(W) AD(       ) 1
 NP0163  ELLIP H (09/17/98) 1178.754  (m)                       GP(       ) 4 2
 NP0163  NAVD 88 (09/17/98) 1197.51   (m)  GEOID96  model used  GPS OBS        
 NP0163  NGVD 29 (??/??/92) 1196.906  (m)         3926.85   (f) ADJ UNCH    2 0
 NP0163
 NP0163.Superseded values are not recommended for survey control.
 NP0163
 NP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0163.See file dsdata.pdf to determine how the superseded data were derived.
 NP0163
 NP0163_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0163_STAMPING: AP 1967 STA B
 NP0163_MARK LOGO: CGS
 NP0163_PROJECTION: FLUSH
 NP0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0163+STABILITY: SURFACE MOTION
 NP0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0163+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0163
 NP0163  HISTORY     - Date     Condition        Report By
 NP0163  HISTORY     - 1967     MONUMENTED       CGS
 NP0163  HISTORY     - 1971     GOOD             NGS
 NP0163  HISTORY     - 1980     GOOD             NGS
 NP0163  HISTORY     - 19920915 GOOD             NGS
 NP0163  HISTORY     - 19950822 GOOD             NGS
 NP0163  HISTORY     - 19970721 GOOD             NGS
 NP0163
 NP0163                          STATION DESCRIPTION
 NP0163
 NP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0163'AT ALLIANCE.
 NP0163'THE STATION IS LOCATED AT THE ALLIANCE MUNICIPAL AIRPORT, 201.87
 NP0163'FT ESE FROM A C AND GS WASHER AND NAIL AT THE CENTERLINE OF
 NP0163'RUNWAY END 12, 75.1 FT NE FROM THE CENTERLINE OF RUNWAY 12-30,
 NP0163'150-6 FT WNW FROM THE FIRST RUNWAY LIGHT SOUTH OF RUNWAY END
 NP0163'12 ON THE NORTH SIDE OF THE RUNWAY, 147.9 FT. ESE FROM THE
 NP0163'NORTHERNMOST THRESHOLD LIGHT ON RUNWAY END 12, 50.0 FT. SE FROM
 NP0163'THE EAST EDGE OF A NE-SW TAXIWAY.  THE STATION IS A STANDARD
 NP0163'USC AND GS TOPOGRAPHIC DISK STAMPED AP 1967 STA B SET IN A
 NP0163'8 IN X 8 IN CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 NP0163
 NP0163                          STATION RECOVERY (1971)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0163'RECOVERED IN GOOD CONDITION.
 NP0163
 NP0163                          STATION RECOVERY (1980)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0163'RECOVERED IN GOOD CONDITION.
 NP0163
 NP0163                          STATION RECOVERY (1992)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JLD)
 NP0163'THE STATION IS LOCATED NEAR THE NW END OF RWY 12/30.  THE STATION IS
 NP0163'201.87 FT (61.53 M) E OF CL END RWY 12, 175.1 FT (53.4 M) NE OF THE
 NP0163'CENTERLINE OF THE RUNWAY, 125.0 FT (38.1 M) N OF THE FIRST RUNWAY LT
 NP0163'ON THE N SIDE OF THE RUNWAY, 25 FT (7.6 M) SE OF THE SE EDGE OF THE
 NP0163'TAXIWAY, 15.1 FT (4.6 M) SE OF A TAXIWAY LT.  THE STATION IS A
 NP0163'STANDARD TOPI DISK STAMPED AP 1967 STA B, SET IN THE TOP OF AN 8 INCH
 NP0163'BY 8 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 NP0163
 NP0163                          STATION RECOVERY (1995)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0163'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIOCH, 5.6 MI
 NP0163'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT AND
 NP0163'NEAR THE APPROACH END OF RUNWAY 12.  OWNERSHIP--ALLIANCE AIRPORT
 NP0163'AUTHORITY, PO BOX D, ALLIANCE NE 69301.  AIRPORT MANAGER POSITION IS
 NP0163'NOT FILLED AT THIS TIME, CONTACT JEFF JENSON, PHONE (308) 762-5311. TO
 NP0163'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 NORTH AND STATE
 NP0163'HIGHWAY 2 ON THE EAST SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR
 NP0163'2.25 MI (3.62 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN
 NP0163'SOUTHEAST ON THE PAVED ROAD FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON
 NP0163'THE RIGHT (JUST PAST A NOAA BUILDING AND RADAR DOME), CONTINUE AHEAD
 NP0163'AND GO SOUTHEAST THEN EAST ON THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A
 NP0163'GRAVEL ROAD RIGHT LEADING TO A GATE (FIRST GATE WEST OF THE BEACON),
 NP0163'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 150 FT (45.7 M) TO THE
 NP0163'GATE, PASS THROUGH THE GATE AND GO SOUTH ACROSS THE APRON FOR 0.1 MI
 NP0163'(0.2 KM) TO AN APRON EDGE/PARALLEL TAXIWAY, TURN RIGHT AND GO WEST ON
 NP0163'THE PARALLEL TAXIWAY FOR 0.5 MI (0.8 KM) TO A TAXIWAY CURVE LEFT, BEAR
 NP0163'LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 NP0163'STATION ON THE LEFT.  THE STATION IS 175.5 FT (53.5 M) NORTHEAST OF
 NP0163'THE RUNWAY CENTER, 108.1 FT (32.9 M) NORTH OF THE NORTH CORNER OF THE
 NP0163'CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN (A), 73.1 FT (22.3 M)
 NP0163'SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE PAD FOR A RAMP/RUNWAY
 NP0163'IDENTIFIER SIGN, 62.7 FT (19.1 M) SOUTHEAST OF THE TAXIWAY CENTER AND
 NP0163'15.0 FT (4.6 M) NORTHEAST OF A TAXIWAY LIGHT (136).  THIS STATION TO
 NP0163'BE USED AS SACS.
 NP0163
 NP0163                          STATION RECOVERY (1997)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0163'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 NP0163'AIRPORT MANAGER IS BARB WATSON (308) 762-4512.  THE AIRPORT CONTACT IS
 NP0163'TERRY WEISGERBER (308) 762-6413.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0388 ***********************************************************************
 NO0388  DESIGNATION -  AINSPORT
 NO0388  PID         -  NO0388
 NO0388  STATE/COUNTY-  NE/BROWN
 NO0388  COUNTRY     -  US
 NO0388  USGS QUAD   -  JOHNSTOWN (2017)
 NO0388
 NO0388                         *CURRENT SURVEY CONTROL
 NO0388  ______________________________________________________________________
 NO0388* NAD 83(2011) POSITION- 42 34 43.31500(N) 100 00 03.26168(W)   ADJUSTED
 NO0388* NAD 83(2011) ELLIP HT-   764.555 (meters)        (06/27/12)   ADJUSTED
 NO0388* NAD 83(2011) EPOCH   -  2010.00
 NO0388* NAVD 88 ORTHO HEIGHT -   787.0   (meters)     2582.    (feet) GPS OBS
 NO0388  ______________________________________________________________________
 NO0388  NAVD 88 orthometric height was determined with an earlier geoid model
 NO0388  GEOID HEIGHT    -        -22.416 (meters)                     GEOID18
 NO0388  NAD 83(2011) X  -   -816,967.928 (meters)                     COMP
 NO0388  NAD 83(2011) Y  - -4,632,826.967 (meters)                     COMP
 NO0388  NAD 83(2011) Z  -  4,293,673.352 (meters)                     COMP
 NO0388  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 NO0388
 NO0388  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0388  Standards:
 NO0388         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0388            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0388  -------------------------------------------------------------------
 NO0388  NETWORK    0.70   1.69           0.33   0.22   0.86     -0.00601748
 NO0388  -------------------------------------------------------------------
 NO0388  Click here for local accuracies and other accuracy information.
 NO0388
 NO0388.This mark is at Ainsworth Municipal Airport (ANW)
 NO0388
 NO0388.The horizontal coordinates were established by GPS observations
 NO0388.and adjusted by the National Geodetic Survey in June 2012.
 NO0388
 NO0388.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0388.been affixed to the stable North American tectonic plate. See 
 NO0388.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0388
 NO0388.The horizontal coordinates are valid at the epoch date displayed above
 NO0388.which is a decimal equivalence of Year/Month/Day.
 NO0388
 NO0388.The orthometric height was determined by GPS observations and a
 NO0388.high-resolution geoid model.
 NO0388
 NO0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0388.GEOID18 height accuracy estimate available here.
 NO0388
 NO0388.Click photographs - Photos may exist for this station.
 NO0388
 NO0388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0388
 NO0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0388
 NO0388.The ellipsoidal height was determined by GPS observations
 NO0388.and is referenced to NAD 83.
 NO0388
 NO0388. The following values were computed from the NAD 83(2011) position.
 NO0388
 NO0388;                    North         East     Units Scale Factor Converg.
 NO0388;SPC NE       -   304,823.540   499,925.632   MT  0.99983419   -0 00 02.2
 NO0388;SPC NE       - 1,000,075.23  1,640,172.68   sFT  0.99983419   -0 00 02.2
 NO0388;UTM  14      - 4,714,517.166   417,862.273   MT  0.99968300   -0 40 38.1
 NO0388
 NO0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0388!SPC NE       -   0.99988011  x   0.99983419  =   0.99971432
 NO0388!UTM  14      -   0.99988011  x   0.99968300  =   0.99956315
 NO0388
 NO0388:                Primary Azimuth Mark                     Grid Az
 NO0388:SPC NE       -  AINSPORT AZ MK                           248 03 04.9
 NO0388:UTM  14      -  AINSPORT AZ MK                           248 43 40.8
 NO0388
 NO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1786214517(NAD 83)
 NO0388
 NO0388|---------------------------------------------------------------------|
 NO0388| PID    Reference Object                     Distance      Geod. Az  |
 NO0388|                                                           dddmmss.s |
 NO0388| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.11.5 KM 1061237.1 |
 NO0388| CO2046 AINSPORT RM 1                        16.553 METERS 12213     |
 NO0388| NN0822 AINSPORT AZ MK 2                    APPROX. 0.5 KM 1381925.0 |
 NO0388| CO2047 AINSPORT RM 2                       186.903 METERS 14947     |
 NO0388| NO0386 AINSWORTH MUN AIRPORT BCN           209.359 METERS 18542     |
 NO0388| CO2045 AINSPORT AZ MK                                     2480302.7 |
 NO0388| CO2048 AINSPORT RM 3                        21.440 METERS 27151     |
 NO0388|---------------------------------------------------------------------|
 NO0388
 NO0388                          SUPERSEDED SURVEY CONTROL
 NO0388
 NO0388  NAD 83(2007)-  42 34 43.31491(N)    100 00 03.26278(W) AD(2002.00) 0
 NO0388  ELLIP H (02/10/07)  764.585  (m)                       GP(2002.00)    
 NO0388  ELLIP H (12/10/01)  764.552  (m)                       GP(       ) 4 2
 NO0388  NAD 83(1995)-  42 34 43.31452(N)    100 00 03.26272(W) AD(       ) 1
 NO0388  ELLIP H (09/18/97)  764.604  (m)                       GP(       ) 4 2
 NO0388  NAD 83(1995)-  42 34 43.31365(N)    100 00 03.26377(W) AD(       ) 2
 NO0388  ELLIP H (08/18/97)  764.616  (m)                       GP(       ) 4 1
 NO0388  NAD 83(1986)-  42 34 43.32111(N)    100 00 03.27753(W) AD(       ) 2
 NO0388  NAD 27      -  42 34 43.32000(N)    100 00 01.82800(W) AD(       ) 2
 NO0388  NGVD 29 (02/23/90)  786.7    (m)  RAPSU86  model used  GPS OBS        
 NO0388
 NO0388.Superseded values are not recommended for survey control.
 NO0388
 NO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0388.See file dsdata.pdf to determine how the superseded data were derived.
 NO0388
 NO0388_MARKER: DS = TRIANGULATION STATION DISK
 NO0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0388_STAMPING: AINSPORT 1949
 NO0388_MARK LOGO: CGS
 NO0388_PROJECTION: FLUSH
 NO0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0388+STABILITY: SURFACE MOTION
 NO0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0388+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 NO0388
 NO0388  HISTORY     - Date     Condition        Report By
 NO0388  HISTORY     - 1949     MONUMENTED       CGS
 NO0388  HISTORY     - 1949     GOOD             CGS
 NO0388  HISTORY     - 19890505 GOOD             NGS
 NO0388  HISTORY     - 19900718 GOOD             NGS
 NO0388  HISTORY     - 19950707 GOOD             NGS
 NO0388  HISTORY     - 19970715 GOOD             NGS
 NO0388  HISTORY     - 20110830 GOOD             INDIV
 NO0388  HISTORY     - 20121107 GOOD             GCT
 NO0388
 NO0388                          STATION DESCRIPTION
 NO0388
 NO0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0388'THE STATION IS LOCATED ABOUT 7.0 MILES WEST AND 2.0 MILES NORTH
 NO0388'OF AINSWORTH AND 3.0 MILES EAST OF JOHNSTOWN ON THE GROUNDS
 NO0388'OF THE AINSWORTH MUNICIPAL AIRPORT.  IT IS IN THE NORTHEAST
 NO0388'ANGLE OF CROSSROAD, 0.1 MILE NORTH OF THE HANGAR, 108 FEET
 NO0388'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING T-7-01, 105
 NO0388'FEET EAST OF NORTH-SOUTH ROAD AND 52 FEET NORTH OF THE CENTER
 NO0388'OF EAST-WEST ROAD.  IT IS STAMPED AINSPORT 1949 AND SET FLUSH
 NO0388'WITH THE GROUND SURFACE.
 NO0388'
 NO0388'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 24 FEET
 NO0388'NORTH OF THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED AINSPORT
 NO0388'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0388'
 NO0388'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE
 NO0388'CONCRETE PARKING STRIP, 20 FEET SOUTHEAST OF THE PARKING STRIP
 NO0388'EDGE, 45 FEET WEST OF THE CENTER OF NORTH-SOUTH TAXI STRIP
 NO0388'AND ABOUT 300 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 NO0388'HANGAR.  IT IS STAMPED AINSPORT NO 2 1949 AND SET FLUSH WITH
 NO0388'THE CONCRETE SURFACE.
 NO0388'
 NO0388'REFERENCE MARK NO 3 IS WEST OF THE STATION, 35 FEET EAST OF
 NO0388'THE CENTER OF NORTH-SOUTH ROAD TO BUILDING T-7-01 AND 1 FOOT
 NO0388'EAST OF POWER LINE POLE.  IT IS STAMPED AINSPORT NO 3 1949
 NO0388'AND SET FLUSH WITH THE GROUND SURFACE.
 NO0388'
 NO0388'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION,
 NO0388'45 FEET WEST OF THE CENTER OF NORTH-SOUTH MACADAM ROAD TO
 NO0388'AIRPORT, 1 FOOT NORTH OF WITNESS POST AND 1 FOOT EAST OF
 NO0388'NORTH-SOUTH FENCE LINE.  IT IS STAMPED AINSPORT 1949 AND
 NO0388'PROJECTS 4 INCHES.
 NO0388'
 NO0388'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0388'GO EAST-SOUTHEAST ON U.S. HIGHWAY 20 TOWARDS AINSWORTH FOR 2.65
 NO0388'MILES TO CROSSROAD, TURN LEFT AND GO NORTH ON MACADAM ROAD
 NO0388'FOR 1.2 MILES TO THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED,
 NO0388'CONTINUE NORTH FOR 0.1 MILE TO ENTRANCE TO THE AIRPORT ON RIGHT,
 NO0388'TURN RIGHT AND GO EAST FOR 0.4 MILE TO CROSSROAD AND BUILDING
 NO0388'T-7-01 ON THE LEFT AND STATION IN THE NORTHEAST ANGLE AS
 NO0388'DESCRIBED.
 NO0388'
 NO0388'AN 87 FOOT SIGNAL AT STATION AINSWORTH IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION BONE IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 4 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION KELLER USGS IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION BRIDGE IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION RUSH IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 74 FOOT SIGNAL AT STATION WOOD LAKE IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION NIOBRARA USGS IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0388
 NO0388                          STATION RECOVERY (1949)
 NO0388
 NO0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NO0388'RECOVERED IN GOOD CONDITION.
 NO0388
 NO0388                          STATION RECOVERY (1989)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0388'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST-NORTHWEST OF
 NO0388'AINSWORTH AND 4.2 KM (2.60 MI) EAST OF JOHNSTOWN, AT THE AINSWORTH
 NO0388'MUNICIPAL AIRPORT, IN AN OPEN FIELD ON THE WEST SIDE OF THE AIRPORT.
 NO0388'OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, RR 1, 244 WEST 7TH STREET,
 NO0388'AINSWORTH, NEBRASKA 69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT,
 NO0388'TELEPHONE 402-387-1491.
 NO0388'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NO0388'HIGHWAY 7 ON THE WEST SIDE OF AINSWORTH, GO WEST ON US HIGHWAY 20 FOR
 NO0388'12.2 KM (7.60 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED
 NO0388'ROAD FOR 2.0 KM (1.25 MI) TO A CROSSROAD AT PAVEMENT END.  TURN
 NO0388'RIGHT AND GO EAST ON A DIRT ROAD FOR 0.70 KM (0.45 MI) TO A CURVE IN
 NO0388'THE ROAD AND A TRACK ROAD LEFT.  BEAR LEFT AND GO EAST ON THE TRACK
 NO0388'ROAD FOR ABOUT 40 M (131.2 FT) TO THE STATION ON THE LEFT.
 NO0388'THE STATION MARK IS SET 23.6 M (77.4 FT) SOUTHEAST OF THE SOUTH ONE OF
 NO0388'THREE LARGE COTTONWOOD TREES, 23.2 M (76.1 FT) EAST-NORTHEAST OF A
 NO0388'UTILITY GUYPOLE, 16.2 M (53.1 FT) NORTH OF THE APPROXIMATE CENTER OF
 NO0388'THE TRACK ROAD, 14.7 M (48.2 FT) SOUTH-SOUTHEAST OF A CEILIOMETER,
 NO0388'12.6 M (41.3 FT) NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE DRAIN
 NO0388'PIPE UNDER THE ROAD , 0.4 M (1.3 FT) SOUTH OF A CARSONITE WITNESS POST
 NO0388'AND RECESSED 5 CM.
 NO0388'DESCRIBED BY R.D.BALL.
 NO0388
 NO0388                          STATION RECOVERY (1990)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NO0388'THE STATION IS LOCATED AT THE AINSWORTH MUNI AIRPORT NORTH OF THE
 NO0388'TERMINAL BUILDING.  IT IS 108 FT (32.9 M) SOUTHEAST OF THE SOUTHEAST
 NO0388'CORNER OF A CONCRETE BUILDING FOUNDATION, 77 FT (23.5 M) SOUTHEAST OF
 NO0388'THE SOUTH ONE OF THREE LARGE TREES, 76.2 FT (23.2 M) NORTHEASTERLY OF
 NO0388'A WOOD GUY POLE AND 53 FT (16.2 M) NORTH OF THE CENTERLINE OF A TRACK
 NO0388'ROAD.  THE STATION IS A TRIANGULATION DISK SET IN THE TOP OF A
 NO0388'CONCRETE POST WHICH PROJECTS 0.2 FT (6.1 CM) ABOVE THE SURFACE. NOTE,
 NO0388'SEE ALSO QUAD 421001 STA 1001.
 NO0388
 NO0388                          STATION RECOVERY (1995)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NO0388'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 NO0388'AINSWORTH, 3.0 MI (4.8 KM) EAST OF JOHNSTOWN AND AT THE AINSWORTH
 NO0388'MUNICIPAL AIRPORT, IN A OPEN FIELD ON THE WEST SIDE OF THE AIRPORT.
 NO0388'OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, PO BOX 165, AINSWORTH NE
 NO0388'69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT, PHONE (402) 387-1491. TO
 NO0388'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE HIGHWAY
 NO0388'7 SOUTH ON THE WEST SIDE OF AINSWORTH, GO WEST ON US HIGHWAY 20 FOR
 NO0388'7.6 MI (12.2 KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON A
 NO0388'PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 NO0388'EAST ON A GRAVEL ROAD FOR 0.4 MI (0.6 KM) TO A FORK RIGHT, CONTINUE
 NO0388'AHEAD AND GO EAST ON A DIRT ROAD FOR 40 M (131.2 FT) TO THE STATION ON
 NO0388'THE LEFT.  THE STATION IS RECESSED 5 CM BELOW GROUND. LOCATED 77.4 FT
 NO0388'(23.6 M) SOUTHEAST OF THE MOST SOUTHERLY OF THREE LARGE COTTONWOOD
 NO0388'TREES, 76.1 FT (23.2 M) EAST-NORTHEAST OF A UTILITY GUY POLE, 53.1 FT
 NO0388'(16.2 M) NORTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 48.2 FT
 NO0388'(14.7 M) SOUTH-SOUTHEAST OF A CEILOMETER, 41.3 FT (12.6 M)
 NO0388'NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT AND 1.3 FT (0.4
 NO0388'M) SOUTH OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 NO0388
 NO0388                          STATION RECOVERY (1997)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NO0388'RECOVERED AS DESCRIBED.
 NO0388
 NO0388                          STATION RECOVERY (2011)
 NO0388
 NO0388'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JPH)
 NO0388'RECOVERED IN GOOD CONDITION.
 NO0388
 NO0388                          STATION RECOVERY (2012)
 NO0388
 NO0388'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NO0388'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0822 ***********************************************************************
 NN0822  SACS        -  This is a Secondary Airport Control Station.
 NN0822  DESIGNATION -  AINSPORT AZ MK 2
 NN0822  PID         -  NN0822
 NN0822  STATE/COUNTY-  NE/BROWN
 NN0822  COUNTRY     -  US
 NN0822  USGS QUAD   -  AINSWORTH SW (2017)
 NN0822
 NN0822                         *CURRENT SURVEY CONTROL
 NN0822  ______________________________________________________________________
 NN0822* NAD 83(2011) POSITION- 42 34 31.10186(N) 099 59 48.55116(W)   ADJUSTED
 NN0822* NAD 83(2011) ELLIP HT-   765.706 (meters)        (06/27/12)   ADJUSTED
 NN0822* NAD 83(2011) EPOCH   -  2010.00
 NN0822* NAVD 88 ORTHO HEIGHT -   788.15  (meters)     2585.8   (feet) GPS OBS
 NN0822  ______________________________________________________________________
 NN0822  NAVD 88 orthometric height was determined with an earlier geoid model
 NN0822  GEOID HEIGHT    -        -22.416 (meters)                     GEOID18
 NN0822  NAD 83(2011) X  -   -816,681.934 (meters)                     COMP
 NN0822  NAD 83(2011) Y  - -4,633,137.189 (meters)                     COMP
 NN0822  NAD 83(2011) Z  -  4,293,396.590 (meters)                     COMP
 NN0822  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 NN0822
 NN0822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0822  Standards:
 NN0822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0822  -------------------------------------------------------------------
 NN0822  NETWORK    0.70   1.69           0.33   0.22   0.86      0.00785233
 NN0822  -------------------------------------------------------------------
 NN0822  Click here for local accuracies and other accuracy information.
 NN0822
 NN0822.This mark is at Ainsworth Municipal Airport (ANW)
 NN0822
 NN0822.The horizontal coordinates were established by GPS observations
 NN0822.and adjusted by the National Geodetic Survey in June 2012.
 NN0822
 NN0822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0822.been affixed to the stable North American tectonic plate. See 
 NN0822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0822
 NN0822.The horizontal coordinates are valid at the epoch date displayed above
 NN0822.which is a decimal equivalence of Year/Month/Day.
 NN0822
 NN0822.The orthometric height was determined by GPS observations and a
 NN0822.high-resolution geoid model.
 NN0822
 NN0822.GPS derived orthometric heights for airport stations designated as
 NN0822.PACS or SACS are published to 2 decimal places.  This maintains
 NN0822.centimeter relative accuracy between the PACS and SACS.  It does
 NN0822.not indicate centimeter accuracy relative to other marks which are
 NN0822.part of the published vertical control network.
 NN0822
 NN0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0822.GEOID18 height accuracy estimate available here.
 NN0822
 NN0822.Click photographs - Photos may exist for this station.
 NN0822
 NN0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0822
 NN0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0822
 NN0822.The ellipsoidal height was determined by GPS observations
 NN0822.and is referenced to NAD 83.
 NN0822
 NN0822. The following values were computed from the NAD 83(2011) position.
 NN0822
 NN0822;                    North         East     Units Scale Factor Converg.
 NN0822;SPC NE       -   304,446.749   500,261.055   MT  0.99983308   +0 00 07.6
 NN0822;SPC NE       -   998,839.04  1,641,273.14   sFT  0.99983308   +0 00 07.6
 NN0822;UTM  14      - 4,714,136.497   418,193.173   MT  0.99968234   -0 40 28.0
 NN0822
 NN0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0822!SPC NE       -   0.99987993  x   0.99983308  =   0.99971303
 NN0822!UTM  14      -   0.99987993  x   0.99968234  =   0.99956231
 NN0822
 NN0822:                Primary Azimuth Mark                     Grid Az
 NN0822:SPC NE       -  AINSPORT                                 318 19 27.4
 NN0822:UTM  14      -  AINSPORT                                 319 00 03.0
 NN0822
 NN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1819314136(NAD 83)
 NN0822
 NN0822|---------------------------------------------------------------------|
 NN0822| PID    Reference Object                     Distance      Geod. Az  |
 NN0822|                                                           dddmmss.s |
 NN0822| NO0388 AINSPORT                            APPROX. 0.5 KM 3181935.0 |
 NN0822|---------------------------------------------------------------------|
 NN0822
 NN0822                          SUPERSEDED SURVEY CONTROL
 NN0822
 NN0822  NAD 83(2007)-  42 34 31.10184(N)    099 59 48.55190(W) AD(2002.00) 0
 NN0822  ELLIP H (02/10/07)  765.736  (m)                       GP(2002.00)    
 NN0822  ELLIP H (12/10/01)  765.703  (m)                       GP(       ) 4 2
 NN0822  NAD 83(1995)-  42 34 31.10144(N)    099 59 48.55184(W) AD(       ) 1
 NN0822  ELLIP H (09/18/97)  765.755  (m)                       GP(       ) 4 2
 NN0822  NAD 83(1995)-  42 34 31.10055(N)    099 59 48.55284(W) AD(       ) 3
 NN0822  ELLIP H (08/18/97)  765.767  (m)                       GP(       ) 4 1
 NN0822  NAD 83(1986)-  42 34 31.10783(N)    099 59 48.56625(W) AD(       ) 3
 NN0822  NGVD 29 (02/23/90)  787.87   (m)  RAPSU86  model used  GPS OBS        
 NN0822
 NN0822.Superseded values are not recommended for survey control.
 NN0822
 NN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0822.See file dsdata.pdf to determine how the superseded data were derived.
 NN0822
 NN0822_MARKER: I = METAL ROD
 NN0822_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0822_STAMPING: AINSPORT AZ MK 2 1989
 NN0822_MARK LOGO: NGS
 NN0822_PROJECTION: FLUSH
 NN0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0822+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 NN0822_ROD/PIPE-DEPTH: 22.7 meters
 NN0822_SLEEVE-DEPTH  : 1.0 meters
 NN0822
 NN0822  HISTORY     - Date     Condition        Report By
 NN0822  HISTORY     - 1989     MONUMENTED       NGS
 NN0822  HISTORY     - 19890615 GOOD             NGS
 NN0822  HISTORY     - 19950707 SEE DESCRIPTION  NGS
 NN0822  HISTORY     - 19970715 GOOD             NGS
 NN0822  HISTORY     - 20110830 GOOD             INDIV
 NN0822
 NN0822                          STATION DESCRIPTION
 NN0822
 NN0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0822'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) WEST-NORTHWEST OF
 NN0822'AINSWORTH, AT THE AINSWORTH MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A
 NN0822'TAXIWAY AND RUNWAY 17-35.  OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, RR
 NN0822'1, 244 WEST 7TH STREET, AINSWORTH, NE 69210.  THE AIRPORT MANAGER IS
 NN0822'LANCE SCHIPPOREIT, TELEPHONE IS 402-387-1491.
 NN0822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NN0822'HIGHWAY 7, ON THE WEST SIDE OF AINSWORTH, GO WEST ON U.S. HIGHWAY 20
 NN0822'FOR 12.2 KM (7.60 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 NN0822'PAVED ROAD FOR 2.00 KM (1.25 MI) TO A CROSSROAD AT THE PAVEMENT END.
 NN0822'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.70 KM (0.45 MI), THEN
 NN0822'SOUTH ON THE DIRT ROAD FOR 0.17 KM (0.10 MI) TO THE OFFICE BUILDING ON
 NN0822'THE LEFT, THEN GO SOUTH-SOUTHEAST ACROSS AN APRON FOR 0.24 KM
 NN0822'(0.15 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 NN0822'TAXIWAY FOR 0.22 KM (0.15 MI) TO ITS JUNCTION WITH RUNWAY 17-35 AND
 NN0822'THE STATION ON THE LEFT.
 NN0822'THE STATION MARK IS SET 28.2 M (92.5 FT) WEST OF THE RUNWAY
 NN0822'CENTERLINE, 13.2 M (43.3 FT) NORTH OF THE TAXIWAY CENTERLINE, 3.9 M
 NN0822'(12.8 FT) NORTH OF TWO TAXIWAY LIGHTS AND 2.5 M (8.2 FT) SOUTHWEST OF
 NN0822'A CONCRETE DUCT COVER.
 NN0822'DESCRIBED R.D.BALL.
 NN0822'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NN0822
 NN0822                          STATION RECOVERY (1989)
 NN0822
 NN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0822'THE STATION IS LOCATED AT THE AINSWORTH MUNI AIRPORT AT THE
 NN0822'INTERSECTION OF THE TAXIWAY FROM THE RAMP AND RUNWAY 17/35.  IT IS
 NN0822'92.5 FT (28.2 M) WEST OF THE CENTERLINE OF RUNWAY 17/35, 43.2 FT (13.2
 NN0822'M) NORTH OF THE CENTERLINE OF THE EAST/WEST TAXIWAY AND 12.7 FT (3.9
 NN0822'M) NORTH OF THE WEST ONE OF TWO TAXIWAY LIGHTS.  THE STATION IS A
 NN0822'STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A COVER.  THE RIM IS
 NN0822'INSCRIBED AINSPORT AZ MK 2 1989.
 NN0822
 NN0822                          STATION RECOVERY (1995)
 NN0822
 NN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0822'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 NN0822'AINSWORTH, 3.0 MI (4.8 KM) EAST OF JOHNSTOWN AND AT THE AINSWORTH
 NN0822'MUNICIPAL AIRPORT NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND RUNWAY
 NN0822'17/35.  OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, PO BOX 165, AINSWORTH
 NN0822'NE 69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT, PHONE (402) 387-1491.
 NN0822'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NN0822'HIGHWAY 7 SOUTH ON THE WEST SIDE OF AINSWORTH, GO WEST ON US HIGHWAY
 NN0822'20 FOR 7.6 MI (12.2 KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON
 NN0822'A PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN INTERSECTION, TURN RIGHT AND
 NN0822'GO EAST ON A GRAVEL ROAD FOR 0.4 MI (0.6 KM) TO A FORK RIGHT, BEAR
 NN0822'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN OFFICE
 NN0822'BUILDING ON THE LEFT AND AN APRON AHEAD, BEAR LEFT AND GO
 NN0822'SOUTH-SOUTHWEST ACROSS THE APRON FOR 0.15 MI (0.24 KM) TO A CONNECTOR
 NN0822'TAXIWAY ON THE LEFT, TURN LEFT AND GO EAST ON THE CONNECTOR TAXIWAY
 NN0822'FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH A RUNWAY JUST AHEAD AND THE
 NN0822'STATION ON THE LEFT.  THE STATION WAS FOUND WITH THE ACCESS COVER
 NN0822'MISSING, 92.5 FT (28.2 M) WEST OF THE RUNWAY CENTER, 13.8 FT (4.2 M)
 NN0822'NORTH OF THE MOST EASTERLY OF TWO TAXIWAY LIGHTS AND 7.0 FT (2.1 M)
 NN0822'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE DUCT COVER.  THIS
 NN0822'STATION TO BE USED AS SACS.
 NN0822
 NN0822                          STATION RECOVERY (1997)
 NN0822
 NN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NN0822'RECOVERED AS DESCRIBED.
 NN0822
 NN0822                          STATION RECOVERY (2011)
 NN0822
 NN0822'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JPH)
 NN0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0386 ***********************************************************************
 NO0386  DESIGNATION -  AINSWORTH MUN AIRPORT BCN
 NO0386  PID         -  NO0386
 NO0386  STATE/COUNTY-  NE/BROWN
 NO0386  COUNTRY     -  US
 NO0386  USGS QUAD   -  JOHNSTOWN (2017)
 NO0386
 NO0386                         *CURRENT SURVEY CONTROL
 NO0386  ______________________________________________________________________
 NO0386* NAD 83(1995) POSITION- 42 34 36.56149(N) 100 00 04.17589(W)   ADJUSTED
 NO0386  ______________________________________________________________________
 NO0386  GEOID HEIGHT    -        -22.411 (meters)                     GEOID18
 NO0386  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 NO0386  HORZ ORDER      -  THIRD
 NO0386
 NO0386.This mark is at Ainsworth Municipal Airport (ANW)
 NO0386
 NO0386.The horizontal coordinates were established by classical geodetic methods
 NO0386.and adjusted by the National Geodetic Survey in August 1997.
 NO0386
 NO0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0386.GEOID18 height accuracy estimate available here.
 NO0386
 NO0386.Click photographs - Photos may exist for this station.
 NO0386
 NO0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0386
 NO0386. The following values were computed from the NAD 83(1995) position.
 NO0386
 NO0386;                    North         East     Units Scale Factor Converg.
 NO0386;SPC NE       -   304,615.183   499,904.784   MT  0.99983357   -0 00 02.8
 NO0386;SPC NE       -   999,391.65  1,640,104.28   sFT  0.99983357   -0 00 02.8
 NO0386;UTM  14      - 4,714,309.101   417,838.970   MT  0.99968305   -0 40 38.6
 NO0386
 NO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1783814309(NAD 83)
 NO0386
 NO0386                          SUPERSEDED SURVEY CONTROL
 NO0386
 NO0386  NAD 83(1986)-  42 34 36.56975(N)    100 00 04.18878(W) AD(       ) 3
 NO0386  NAD 27      -  42 34 36.55800(N)    100 00 02.73900(W) AD(       ) 3
 NO0386
 NO0386.Superseded values are not recommended for survey control.
 NO0386
 NO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0386.See file dsdata.pdf to determine how the superseded data were derived.
 NO0386
 NO0386_MARKER: 21 = AIRPORT BEACON
 NO0386
 NO0386  HISTORY     - Date     Condition        Report By
 NO0386  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0386
 NO0386                          STATION DESCRIPTION
 NO0386
 NO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0386'THE BEACON IS LOCATED ABOUT 7.0 MILES WEST AND 2.0 MILES NORTH
 NO0386'OF AINSWORTH AND ABOUT 3.0 MILES EAST-NORTHEAST OF JOHNSTOWN
 NO0386'ON TOP OF THE CENTER OF A HANGAR AT THE AINSWORTH MUNICIPAL
 NO0386'AIRPORT.
 NO0386'
 NO0386'IT HAS AN OVERALL HEIGHT OF ABOUT 60.0 FEET AND HAS A REVOLVING
 NO0386'WHITE LIGHT AT THE TOP.  THE POINT OBSERVED UPON WAS THE
 NO0386'REVOLVING WHITE LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0387 ***********************************************************************
 NO0387  DESIGNATION -  AINSWORTH MUN APT CONTROL TWR
 NO0387  PID         -  NO0387
 NO0387  STATE/COUNTY-  NE/BROWN
 NO0387  COUNTRY     -  US
 NO0387  USGS QUAD   -  JOHNSTOWN (2017)
 NO0387
 NO0387                         *CURRENT SURVEY CONTROL
 NO0387  ______________________________________________________________________
 NO0387* NAD 83(1995) POSITION- 42 34 40.25177(N) 100 00 03.83975(W)   ADJUSTED
 NO0387  ______________________________________________________________________
 NO0387  GEOID HEIGHT    -        -22.413 (meters)                     GEOID18
 NO0387  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 NO0387  HORZ ORDER      -  THIRD
 NO0387
 NO0387.The horizontal coordinates were established by classical geodetic methods
 NO0387.and adjusted by the National Geodetic Survey in August 1997.
 NO0387
 NO0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0387.GEOID18 height accuracy estimate available here.
 NO0387
 NO0387.Click photographs - Photos may exist for this station.
 NO0387
 NO0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0387
 NO0387. The following values were computed from the NAD 83(1995) position.
 NO0387
 NO0387;                    North         East     Units Scale Factor Converg.
 NO0387;SPC NE       -   304,729.034   499,912.450   MT  0.99983391   -0 00 02.5
 NO0387;SPC NE       -   999,765.17  1,640,129.43   sFT  0.99983391   -0 00 02.5
 NO0387;UTM  14      - 4,714,422.837   417,847.979   MT  0.99968303   -0 40 38.5
 NO0387
 NO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1784714422(NAD 83)
 NO0387
 NO0387                          SUPERSEDED SURVEY CONTROL
 NO0387
 NO0387  NAD 83(1986)-  42 34 40.25992(N)    100 00 03.85076(W) AD(       ) 3
 NO0387  NAD 27      -  42 34 40.25500(N)    100 00 02.40700(W) AD(       ) 3
 NO0387
 NO0387.Superseded values are not recommended for survey control.
 NO0387
 NO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0387.See file dsdata.pdf to determine how the superseded data were derived.
 NO0387
 NO0387_MARKER: 58 = CONTROL TOWER
 NO0387
 NO0387  HISTORY     - Date     Condition        Report By
 NO0387  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0387
 NO0387                          STATION DESCRIPTION
 NO0387
 NO0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0387'THE CONTROL TOWER IS LOCATED ABOUT 7.0 MILES WEST AND 2.0
 NO0387'MILES NORTH OF AINSWORTH AND ABOUT 3.0 MILES EAST-NORTHEAST
 NO0387'OF JOHNSTOWN AT THE AINSWORTH MUNICIPAL AIRPORT.
 NO0387'
 NO0387'IT IS A FOUR LEGGED WOODEN STRUCTURE SUPPORTING A GLASS ENCLOSED
 NO0387'CABIN AT THE TOP.  IT HAS AN OVERALL HEIGHT OF 60.0 FEET
 NO0387'AND THE POINT OBSERVED UPON WAS THE CENTER OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0791 ***********************************************************************
 NN0791  DESIGNATION -  AINSWORTH MUNICIPAL TANK
 NN0791  PID         -  NN0791
 NN0791  STATE/COUNTY-  NE/BROWN
 NN0791  COUNTRY     -  US
 NN0791  USGS QUAD   -  AINSWORTH (2017)
 NN0791
 NN0791                         *CURRENT SURVEY CONTROL
 NN0791  ______________________________________________________________________
 NN0791* NAD 83(1995) POSITION- 42 32 58.81064(N) 099 51 58.42995(W)   ADJUSTED
 NN0791  ______________________________________________________________________
 NN0791  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 NN0791  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 NN0791  HORZ ORDER      -  THIRD
 NN0791
 NN0791.The horizontal coordinates were established by classical geodetic methods
 NN0791.and adjusted by the National Geodetic Survey in August 1997.
 NN0791
 NN0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0791.GEOID18 height accuracy estimate available here.
 NN0791
 NN0791.Click photographs - Photos may exist for this station.
 NN0791
 NN0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0791
 NN0791. The following values were computed from the NAD 83(1995) position.
 NN0791
 NN0791;                    North         East     Units Scale Factor Converg.
 NN0791;SPC NE       -   301,607.924   510,985.081   MT  0.99982479   +0 05 19.1
 NN0791;SPC NE       -   989,525.33  1,676,456.89   sFT  0.99982479   +0 05 19.1
 NN0791;UTM  14      - 4,711,171.907   428,881.309   MT  0.99966223   -0 35 08.9
 NN0791
 NN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2888111171(NAD 83)
 NN0791
 NN0791                          SUPERSEDED SURVEY CONTROL
 NN0791
 NN0791  NAD 83(1986)-  42 32 58.81803(N)    099 51 58.44128(W) AD(       ) 3
 NN0791  NAD 27      -  42 32 58.81900(N)    099 51 57.00300(W) AD(       ) 3
 NN0791
 NN0791.Superseded values are not recommended for survey control.
 NN0791
 NN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0791.See file dsdata.pdf to determine how the superseded data were derived.
 NN0791
 NN0791_MARKER: 53 = ELEVATED TANK
 NN0791
 NN0791  HISTORY     - Date     Condition        Report By
 NN0791  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0791  HISTORY     - 1949     GOOD             CGS
 NN0791
 NN0791                          STATION DESCRIPTION
 NN0791
 NN0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0791'POINT OBSERVED UPON WAS FINIAL ON TOP MUNICIPAL WATER TANK
 NN0791'IN AINSWORTH, APPROX. 110 FT. HIGH, BUILT 1927.
 NN0791'
 NN0791'STATION WAS OBSERVED FROM SELDEN, SIMPSON, LAMB, NEWPORT,
 NN0791'BASSETT, BLAINE,
 NN0791
 NN0791                          STATION RECOVERY (1949)
 NN0791
 NN0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0791'THE WATER TANK IS LOCATED AT THE WEST EDGE OF AINSWORTH AND IS
 NN0791'100.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 20.
 NN0791'
 NN0791'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 NN0791'HAS A CONICAL ROOF WITH A BALL AT THE APEX.  THE POINT OBSERVED
 NN0791'UPON WAS THE BALL AT THE APEX OF THE ROOF.  THE OVERALL HEIGHT
 NN0791'IS ABOUT 115 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1050 ***********************************************************************
 LG1050  DESIGNATION -  AIR
 LG1050  PID         -  LG1050
 LG1050  STATE/COUNTY-  NE/GAGE
 LG1050  COUNTRY     -  US
 LG1050  USGS QUAD   -  BEATRICE EAST (2017)
 LG1050
 LG1050                         *CURRENT SURVEY CONTROL
 LG1050  ______________________________________________________________________
 LG1050* NAD 83(1995) POSITION- 40 17 59.52139(N) 096 44 52.04868(W)   ADJUSTED
 LG1050* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 LG1050  ______________________________________________________________________
 LG1050  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 LG1050  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LG1050  HORZ ORDER      -  SECOND
 LG1050
 LG1050.This mark is at Beatrice Municipal Airport (BIE)
 LG1050
 LG1050.The horizontal coordinates were established by classical geodetic methods
 LG1050.and adjusted by the National Geodetic Survey in August 1997.
 LG1050
 LG1050.The orthometric height was scaled from a topographic map.
 LG1050
 LG1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1050.GEOID18 height accuracy estimate available here.
 LG1050
 LG1050.Click photographs - Photos may exist for this station.
 LG1050
 LG1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1050
 LG1050. The following values were computed from the NAD 83(1995) position.
 LG1050
 LG1050;                    North         East     Units Scale Factor Converg.
 LG1050;SPC NE       -    56,999.754   776,401.055   MT  0.99987788   +2 09 18.8
 LG1050;SPC NE       -   187,006.69  2,547,242.46   sFT  0.99987788   +2 09 18.8
 LG1050;UTM  14      - 4,463,474.333   691,412.427   MT  1.00005103   +1 27 25.7
 LG1050
 LG1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1050!SPC NE       -   0.99994197  x   0.99987788  =   0.99981985
 LG1050!UTM  14      -   0.99994197  x   1.00005103  =   0.99999299
 LG1050
 LG1050:                Primary Azimuth Mark                     Grid Az
 LG1050:SPC NE       -  AIR AZ MK                                003 31 21.4
 LG1050:UTM  14      -  AIR AZ MK                                004 13 14.5
 LG1050
 LG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9141263474(NAD 83)
 LG1050
 LG1050|---------------------------------------------------------------------|
 LG1050| PID    Reference Object                     Distance      Geod. Az  |
 LG1050|                                                           dddmmss.s |
 LG1050| LG1244 AIR AZ MK                                          0054040.2 |
 LG1050| CL6719 AIR RM 1                             34.409 METERS 04837     |
 LG1050| LG1243 AIR RM 4                             58.735 METERS 08834     |
 LG1050| CL6720 AIR RM 2                             32.266 METERS 13802     |
 LG1050| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX. 3.2 KM 1771400.3 |
 LG1050| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 3.4 KM 1781513.7 |
 LG1050| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 6.9 KM 2150845.7 |
 LG1050| LG1203 BEAPORT AZ MK                       458.680 METERS 2712826.5 |
 LG1050| LG1242 AIR RM 3                             68.010 METERS 35813     |
 LG1050|---------------------------------------------------------------------|
 LG1050
 LG1050                          SUPERSEDED SURVEY CONTROL
 LG1050
 LG1050  NAD 83(1986)-  40 17 59.53109(N)    096 44 52.04327(W) AD(       ) 2
 LG1050  NAD 27      -  40 17 59.53400(N)    096 44 50.94800(W) AD(       ) 2
 LG1050  NGVD 29             394.75   (m)         1295.1    (f) LEVELING    3  
 LG1050
 LG1050.Superseded values are not recommended for survey control.
 LG1050
 LG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1050.See file dsdata.pdf to determine how the superseded data were derived.
 LG1050
 LG1050_MARKER: DS = TRIANGULATION STATION DISK
 LG1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1050_STAMPING: AIR 1947 1969
 LG1050_MARK LOGO: CGS
 LG1050_PROJECTION: RECESSED 41 CENTIMETERS
 LG1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1050+STABILITY: SURFACE MOTION
 LG1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1050+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 LG1050
 LG1050  HISTORY     - Date     Condition        Report By
 LG1050  HISTORY     - 1947     MONUMENTED       CGS
 LG1050  HISTORY     - 1947     GOOD             CGS
 LG1050  HISTORY     - 1952     GOOD             CGS
 LG1050  HISTORY     - 1959     GOOD             CGS
 LG1050  HISTORY     - 1961     GOOD             CGS
 LG1050  HISTORY     - 1969     GOOD             CGS
 LG1050  HISTORY     - 1977     GOOD             NEDR
 LG1050  HISTORY     - 19880322 GOOD             NGS
 LG1050
 LG1050                          STATION DESCRIPTION
 LG1050
 LG1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1050'THE STATION IS LOCATED ABOUT 2.25 MILES NORTH OF BEATRICE
 LG1050'AT THE BEATRICE MUNICIPAL AIRPORT.  IT IS ABOUT 0.05 MILE EAST OF
 LG1050'THE BEACON, 97 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LG1050'OF A SMALL SHED AND 111 FEET WEST OF THE NORTHWEST CORNER OF
 LG1050'A HOUSE.  IT IS STAMPED AIR 1947 AND IS FLUSH WITH THE SURFACE
 LG1050'OF THE GROUND.
 LG1050'
 LG1050'REFERENCE MARK NO. 1 IS 81 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LG1050'CORNER OF THE HOUSE 7.5 FEET SOUTH OF A 12-INCH ELM TREE AND
 LG1050'8 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED
 LG1050'AIR NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1050'
 LG1050'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A CULTIVATED FIELD,
 LG1050'9.5 FEET WEST OF A 10-INCH ELM TREE AND 65 FEET SOUTHWEST
 LG1050'OF THE SOUTHWEST CORNER OF THE HOUSE.  IT IS STAMPED AIR NO
 LG1050'2 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1050'
 LG1050'THE AZIMUTH MARK IS IN THE NORTHEAST SECTION OF THE AIRFIELD,
 LG1050'2 FEET EAST OF A RED AND WHITE PAINTED LIGHT POLE, 3 FEET
 LG1050'WEST OF A NORTH-SOUTH FENCE LINE, 53.5 FEET WEST OF THE CENTER
 LG1050'OF U.S. HIGHWAY 77 AND 88 FEET SOUTH OF A FENCE CORNER.  IT IS
 LG1050'STAMPED AIR 1947 AND PROJECTS 4 INCHES.
 LG1050'
 LG1050'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND
 LG1050'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1050'FOR 2.3 MILES TO THE AIRPORT AND THE STATION ON THE LEFT.
 LG1050'
 LG1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LG1050'HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT PICKRELL IS VISIBLE AT 10 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNALL AT BEAR IS VISIBLE AT 40 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT HUNT IS VISIBLE AT 40 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT BEATRICE IS VISIBLE AT 30 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT SICILY IS VISIBLE AT 30 FEET.
 LG1050
 LG1050                          STATION RECOVERY (1947)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1050'RECOVERED IN GOOD CONDITION.
 LG1050
 LG1050                          STATION RECOVERY (1952)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 LG1050'STATION WAS RECOVERED.  DESCRIPTION ADEQUATE.  THE HOUSE
 LG1050'MENTIONED IN DESCRIPTION HAS BEEN REMOVED.
 LG1050
 LG1050                          STATION RECOVERY (1959)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1050'THIS STATION WAS RECOVERED AS DESCRIBED AFTER CONSIDERABLE
 LG1050'SEARCH.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  A NEW
 LG1050'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THERE ARE SEVERAL NEW
 LG1050'REFERENCE MEASUREMENTS AS NEARLY ALL THE OLD REFERENCE
 LG1050'MEASUREMENTS HAVE BEEN DESTROYED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG1050'
 LG1050'STATION IS LOCATED ABOUT 2 MILES NORTH OF BEATRICE AT THE
 LG1050'BEATRICE MUNICIPAL AIRPORT, 200 YARDS EAST OF THE ADMINISTRATION
 LG1050'BUILDING, 150 YARDS EAST OF BEACON, 100 YARDS WEST OF THE CENTER
 LG1050'OF U.S. HIGHWAY 77, 224 FEET SOUTH OF A FENCE, 212 FEET SOUTH
 LG1050'OF THE CENTER OF THE NORTH ENTRANCE ROAD TO THE AIRPORT, 147
 LG1050'FEET WEST-NORTHWEST OF A POWER POLE, 141 FEET SOUTHWEST OF THE
 LG1050'SOUTHWEST LEG OF AN OLD STEEL WINDMILL WITH A WINDSOCK ON THE
 LG1050'TOP, 99 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 LG1050'NORTH OF A NEW WITNESS POST SIGN IN AN ALFAFA FIELD.  THE
 LG1050'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG1050'STAMPED AIR 1947.
 LG1050'
 LG1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 LG1050'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1050'FOR 2.3 MILES TO THE AIRPORT ON THE LEFT AND THE STATION AS
 LG1050'DESCRIBED.
 LG1050'
 LG1050'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 57 FEET
 LG1050'EAST-SOUTHEAST OF A TELEPHONE POLE, 34 FEET SOUTH-SOUTHWEST OF
 LG1050'THE SOUTHWEST LEG OF OLD STEEL WINDMILL WITH WINDSOCK.  THE MARK
 LG1050'IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG1050'STAMPED AIR NO 1 1947.
 LG1050'
 LG1050'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 297 FEET WEST OF
 LG1050'THE CENTER OF U.S. HIGHWAY 77, 264 FEET WEST OF A TELEPHONE
 LG1050'POLE, 262 FEET WEST OF A SOUTHEAST FENCE CORNER, 12 FEET
 LG1050'NORTH OF THE CENTER OF THE NORTH ENTRANCE ROAD TO AIRPORT, AND
 LG1050'1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG1050'IS STAMPED AIR NO 3 1947.
 LG1050'
 LG1050'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION NEAR THE NORTHEAST
 LG1050'CORNER OF THE AIRFIELD, 111 FEET SOUTH OF THE NORTHEAST FENCE
 LG1050'CORNER, 79 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 53 FEET
 LG1050'WEST OF THE CENTER OF U.S. HIGHWAY 77, 19 FEET WEST OF FENCE,
 LG1050'AND 1 FOOT SOUTH OF A NEW WITNESS POST SIGN.  THE MARK PROJECTS 2
 LG1050'INCHES AND THE DISK IS STAMPED AIR 1947.
 LG1050'
 LG1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LG1050'HIGHWAY 77 FOR 0.5 MILE TO THE NORTHEAST CORNER OF THE AIRFIELD
 LG1050'AND THE AZIMUTH MARK AS DESCRIBED.
 LG1050'
 LG1050'OBSERVATIONS MADE AT THIS STATION IN 1959 FOLLOWS-
 LG1050'
 LG1050'PRESENT AIRPORT MANAGER IS MR. DONALD FITZWATER.
 LG1050
 LG1050                          STATION RECOVERY (1961)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1050'THE STATION MARK, REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK
 LG1050'WERE RECOVERED IN GOOD CONDITION.  THE MARKS ARE STANDARD BRONZE
 LG1050'DISKS CEMENTED IN THE TOP OF CONCRETE MONUMENTS.
 LG1050'THE LOCATION AND DESCRIPTION TO
 LG1050'REACH THE STATION IS ADEQUATE.  THERE WERE SOME MINOR CHANGES
 LG1050'AS NOTED BELOW.
 LG1050'
 LG1050'REFERENCE MARK 1 IS 1.3 FEET WEST OF A METAL WITNESS POST AND
 LG1050'SIGN.
 LG1050'
 LG1050'PICTURE POINT IS THE CENTER OF THE BASE OF A WINDMILL TOWER
 LG1050'WITH A AIRFIELD WINDSOCK AT THE TOP.
 LG1050
 LG1050                          STATION RECOVERY (1969)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1050'THE STATION MARK, REFERENCE NO. 1 , REFERENCE MARK NO. 3 AND
 LG1050'THE AZIMUTH MARK WERE RECOVERED BUT THE STATION MARK WAS FOUND
 LG1050'OUT OF POSITION AND IN A CULTIVATED FIELD.  THE STATION SURFACE
 LG1050'MARK AND REFERENCE MARK NO. 1 WERE REMOVED FROM THE CULTIVATED
 LG1050'FIELD AND A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER
 LG1050'THE UNDERGROUND MARK AND REFERENCE MARK NO. 4 WAS SET.  THE
 LG1050'SURFACE MARK WAS FOUND 0.10 FEET SOUTH-SOUTHEAST OF THE
 LG1050'UNDERGROUND MARK AND ON LINE TO THE CATHOLIC CHURCH.  THE DISTANCE
 LG1050'AND DIRECTION TO REFERENCE MARK NO. 1 CHECKED.  THE
 LG1050'DIRECTION BETWEEN THE CATHOLIC CHURCH AND THE AZIMUTH MARK
 LG1050'FAILED TO CHECK BY 7.8 SECOND.
 LG1050'
 LG1050'THE 1959 DESCRIPTION WAS FOUND ADEQUATE AND FOLLOWING ARE NOTES
 LG1050'FOR THE STATION MARK AND REFERENCE MARK NO. 4
 LG1050'
 LG1050'STATION MARK, A STANDARD DISK STAMPED AIR 1947 1969, IS SET IN
 LG1050'THE TOP OF A ROUND CONCRETE POST WHICH IS 16 INCHES BELOW THE
 LG1050'SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS STAMPED AIR 1947,
 LG1050'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 LG1050'THE SURFACE OF THE GROUND.
 LG1050'
 LG1050'REFERENCE MARK NO. 4, IS A STANDARD DISK STAMPED AIR 1947 NO. 4
 LG1050'1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LG1050'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 111.5 FEET NORTH
 LG1050'OF THE NORTH LEG WHICH SUPPORTS AN AIRPLANE, 98.5 FEET WEST OF
 LG1050'THE CENTER OF U.S. HIGHWAY 77, 18.5 FEET EAST OF THE CENTER OF
 LG1050'A DRIVEWAY, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LG1050
 LG1050                          STATION RECOVERY (1977)
 LG1050
 LG1050'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (RLE)
 LG1050'STATION MARK, REFERENCE MARKS NO. 4, NO. 3, AND AZIMUTH MARK WERE
 LG1050'RECOVERED IN GOOD CONDITION.
 LG1050'
 LG1050'1969 DESCRIPTION WAS ADEQUATE REFER TO USC AND GS.  QUAD 400963
 LG1050'PAGE 1001.
 LG1050'
 LG1050'NEAREST TOWN--BEATRICE.
 LG1050
 LG1050                          STATION RECOVERY (1988)
 LG1050
 LG1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1050'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH FROM BEATRICE,
 LG1050'0.08 KM (0.05 MI) WEST FROM U.S. HIGHWAY 77 AND AT THE ENTRANCE TO THE
 LG1050'BEATRICE MUNICIPAL AIRPORT.  OWNERSHIP - CITY OF BEATRICE, CONTACT THE
 LG1050'AIRPORT MANAGER AT 402 223 5349.
 LG1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 WITH U.S.
 LG1050'HIGHWAY 136 AND STATE HIGHWAY 4, IN BEATRICE, GO NORTH ON HIGHWAY 77
 LG1050'FOR 3.86 KM (2.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 LG1050'AND GO WEST ON THE ENTRANCE ROAD FOR 0.05 KM (0.05 MI) TO THE STATION
 LG1050'ON THE LEFT.
 LG1050'THE SURFACE STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE
 LG1050'MONUMENT THAT IS RECESSED 0.46 M (1.5 FT) BELOW THE GROUND SURFACE.
 LG1050'THE UNDERGROUND DISK IS SET INTO THE TOP OF AN IRREGULAR MASS OF
 LG1050'CONCRETE THAT IS 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS
 LG1050'ARE IN A CULITVATED FIELD AND ARE 74.37 M (244.0 FT) WEST FROM THE
 LG1050'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 77, 36.58 M
 LG1050'(120.0 FT) SOUTH FROM THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD,
 LG1050'40.39 M (132.5 FT) WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER POST AND
 LG1050'26.06 M (85.5 FT) SOUTHWEST FROM A WATER METER.
 LG1050'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1242 ***********************************************************************
 LG1242  DESIGNATION -  AIR RM 3
 LG1242  PID         -  LG1242
 LG1242  STATE/COUNTY-  NE/GAGE
 LG1242  COUNTRY     -  US
 LG1242  USGS QUAD   -  BEATRICE EAST (2017)
 LG1242
 LG1242                         *CURRENT SURVEY CONTROL
 LG1242  ______________________________________________________________________
 LG1242* NAD 83(1995) POSITION- 40 18 01.72565(N) 096 44 52.13846(W)   NO CHECK
 LG1242* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 LG1242  ______________________________________________________________________
 LG1242  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 LG1242  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LG1242  HORZ ORDER      -  THIRD
 LG1242
 LG1242.This mark is at Beatrice Municipal Airport (BIE)
 LG1242
 LG1242.The horizontal coordinates were established by classical geodetic methods
 LG1242.and adjusted by the National Geodetic Survey in August 1997.
 LG1242
 LG1242.No horizontal observational check was made to the station.
 LG1242
 LG1242.The orthometric height was scaled from a topographic map.
 LG1242
 LG1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1242.GEOID18 height accuracy estimate available here.
 LG1242
 LG1242.Click photographs - Photos may exist for this station.
 LG1242
 LG1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1242
 LG1242. The following values were computed from the NAD 83(1995) position.
 LG1242
 LG1242;                    North         East     Units Scale Factor Converg.
 LG1242;SPC NE       -    57,067.608   776,396.380   MT  0.99987766   +2 09 18.8
 LG1242;SPC NE       -   187,229.31  2,547,227.12   sFT  0.99987766   +2 09 18.8
 LG1242;UTM  14      - 4,463,542.250   691,408.578   MT  1.00005102   +1 27 25.7
 LG1242
 LG1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1242!SPC NE       -   0.99994199  x   0.99987766  =   0.99981965
 LG1242!UTM  14      -   0.99994199  x   1.00005102  =   0.99999300
 LG1242
 LG1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9140863542(NAD 83)
 LG1242
 LG1242                          SUPERSEDED SURVEY CONTROL
 LG1242
 LG1242  NAD 83(1986)-  40 18 01.73496(N)    096 44 52.13310(W) AD(       ) 3
 LG1242
 LG1242.Superseded values are not recommended for survey control.
 LG1242
 LG1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1242.See file dsdata.pdf to determine how the superseded data were derived.
 LG1242
 LG1242_MARKER: DR = REFERENCE MARK DISK
 LG1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1242_STAMPING: AIR NO 3 1947
 LG1242_MARK LOGO: CGS
 LG1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1242+STABILITY: SURFACE MOTION
 LG1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1242+SATELLITE: SATELLITE OBSERVATIONS - 1959
 LG1242
 LG1242  HISTORY     - Date     Condition        Report By
 LG1242  HISTORY     - 1959     MONUMENTED       CGS
 LG1242
 LG1242                          STATION DESCRIPTION
 LG1242
 LG1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1242'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH FROM BEATRICE 0.08
 LG1242'KM (0.05 MI) WEST FROM U.S. HIGHWAY 77 AND AT THE ENTRANCE TO THE
 LG1242'BEATRICE MUNICIPAL AIRPORT, OWNED BY THE CITY OF BEATRICE, CONTACT THE
 LG1242'AIRPORT MANAGER AT 402 223 5349.
 LG1242'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND 77, IN
 LG1242'BEATRICE, GO NORTH ON HIGHWAY 77 FOR 3.86 KM (2.40 MI) TO THE AIRPORT
 LG1242'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST ON THE ENTRANCE ROAD FOR
 LG1242'0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT.
 LG1242'IT IS 31.39 M (103.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 17.95
 LG1242'M (58.9 FT) WEST FROM THE NORTHWEST CORNER OF A LARGE ELECTRICAL
 LG1242'JUNCTION BOX, 0.4 M (1.3 FT) SOUTH FROM A CHAIN LINK FENCE AND 0.3 M
 LG1242'(1.0 FT) SOUTH FROM A WITNESS POST.
 LG1242'THE MARK WAS SET IN 1959, BUT THIS IS THE FIRST FREE STANDING
 LG1242'DESCRIPTION OF THE MARK.  THE INFORMATION CONTAINED HEREIN IS ACCURATE
 LG1242'AS OF 1988.
 LG1242'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1243 ***********************************************************************
 LG1243  DESIGNATION -  AIR RM 4
 LG1243  PID         -  LG1243
 LG1243  STATE/COUNTY-  NE/GAGE
 LG1243  COUNTRY     -  US
 LG1243  USGS QUAD   -  BEATRICE EAST (2017)
 LG1243
 LG1243                         *CURRENT SURVEY CONTROL
 LG1243  ______________________________________________________________________
 LG1243* NAD 83(1995) POSITION- 40 17 59.56918(N) 096 44 49.56219(W)   NO CHECK
 LG1243* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 LG1243  ______________________________________________________________________
 LG1243  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 LG1243  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LG1243  HORZ ORDER      -  THIRD
 LG1243
 LG1243.This mark is at Beatrice Municipal Airport (BIE)
 LG1243
 LG1243.The horizontal coordinates were established by classical geodetic methods
 LG1243.and adjusted by the National Geodetic Survey in August 1997.
 LG1243
 LG1243.No horizontal observational check was made to the station.
 LG1243
 LG1243.The orthometric height was scaled from a topographic map.
 LG1243
 LG1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1243.GEOID18 height accuracy estimate available here.
 LG1243
 LG1243.Click photographs - Photos may exist for this station.
 LG1243
 LG1243.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1243
 LG1243. The following values were computed from the NAD 83(1995) position.
 LG1243
 LG1243;                    North         East     Units Scale Factor Converg.
 LG1243;SPC NE       -    57,003.435   776,459.673   MT  0.99987788   +2 09 20.5
 LG1243;SPC NE       -   187,018.77  2,547,434.78   sFT  0.99987788   +2 09 20.5
 LG1243;UTM  14      - 4,463,477.300   691,471.095   MT  1.00005131   +1 27 27.3
 LG1243
 LG1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1243!SPC NE       -   0.99994199  x   0.99987788  =   0.99981987
 LG1243!UTM  14      -   0.99994199  x   1.00005131  =   0.99999329
 LG1243
 LG1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9147163477(NAD 83)
 LG1243
 LG1243                          SUPERSEDED SURVEY CONTROL
 LG1243
 LG1243  NAD 83(1986)-  40 17 59.57894(N)    096 44 49.55703(W) AD(       ) 3
 LG1243
 LG1243.Superseded values are not recommended for survey control.
 LG1243
 LG1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1243.See file dsdata.pdf to determine how the superseded data were derived.
 LG1243
 LG1243_MARKER: DR = REFERENCE MARK DISK
 LG1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1243_STAMPING: AIR 1947 NO 4 1969
 LG1243_MARK LOGO: CGS
 LG1243_PROJECTION: FLUSH
 LG1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1243+STABILITY: SURFACE MOTION
 LG1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1243+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 LG1243
 LG1243  HISTORY     - Date     Condition        Report By
 LG1243  HISTORY     - 1969     MONUMENTED       CGS
 LG1243  HISTORY     - 19880322 SEE DESCRIPTION  NGS
 LG1243
 LG1243                          STATION DESCRIPTION
 LG1243
 LG1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1243'THE MARK WAS ESTABLISHED IN 1969 BY NGS MARK MAINTENANCE AND WAS
 LG1243'RECOVERED IN 1988.  HOWEVER, THE MARK WAS DESTROYED IN 1988 BY ROAD
 LG1243'CONSTRUCTION AND NO LONGER EXISTS.  A REPLACEMENT REFERENCE MARK WAS
 LG1243'NOT ESTABLISHED.
 LG1243'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1123 ***********************************************************************
 LG1123  DESIGNATION -  AIRPORT
 LG1123  PID         -  LG1123
 LG1123  STATE/COUNTY-  NE/LANCASTER
 LG1123  COUNTRY     -  US
 LG1123  USGS QUAD   -  LINCOLN (2017)
 LG1123
 LG1123                         *CURRENT SURVEY CONTROL
 LG1123  ______________________________________________________________________
 LG1123* NAD 83(1995) POSITION- 40 52 17.95075(N) 096 38 23.35703(W)   ADJUSTED
 LG1123* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 LG1123  ______________________________________________________________________
 LG1123  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 LG1123  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 LG1123  HORZ ORDER      -  THIRD
 LG1123
 LG1123.The horizontal coordinates were established by classical geodetic methods
 LG1123.and adjusted by the National Geodetic Survey in August 1997.
 LG1123
 LG1123.The orthometric height was scaled from a topographic map.
 LG1123
 LG1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1123.GEOID18 height accuracy estimate available here.
 LG1123
 LG1123.Click photographs - Photos may exist for this station.
 LG1123
 LG1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1123
 LG1123. The following values were computed from the NAD 83(1995) position.
 LG1123
 LG1123;                    North         East     Units Scale Factor Converg.
 LG1123;SPC NE       -   120,783.903   783,106.180   MT  0.99971941   +2 13 36.4
 LG1123;SPC NE       -   396,271.86  2,569,240.86   sFT  0.99971941   +2 13 36.4
 LG1123;UTM  14      - 4,527,190.834   698,887.366   MT  1.00008689   +1 32 41.7
 LG1123
 LG1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1123!SPC NE       -   0.99994916  x   0.99971941  =   0.99966859
 LG1123!UTM  14      -   0.99994916  x   1.00008689  =   1.00003605
 LG1123
 LG1123:                Primary Azimuth Mark                     Grid Az
 LG1123:SPC NE       -  AIRPORT AZ MK 2                          092 14 57.9
 LG1123:UTM  14      -  AIRPORT AZ MK 2                          092 55 52.6
 LG1123
 LG1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9888727190(NAD 83)
 LG1123
 LG1123|---------------------------------------------------------------------|
 LG1123| PID    Reference Object                     Distance      Geod. Az  |
 LG1123|                                                           dddmmss.s |
 LG1123| DG9618 AIRPORT AZ MK 2                                    0942834.3 |
 LG1123| CL6723 AIRPORT RM 1                         29.496 METERS 09748     |
 LG1123| CL6725 AIRPORT RM 3                         30.916 METERS 10515     |
 LG1123| CL6727 AIRPORT RM 5                         36.631 METERS 15634     |
 LG1123| LG1127 LINCOLN BETHANY MUNICIPAL TANK      APPROX. 4.6 KM 1673012.1 |
 LG1123| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX.10.8 KM 1854630.0 |
 LG1123| CL6724 AIRPORT RM 2                         31.163 METERS 18900     |
 LG1123| CL6726 AIRPORT RM 4                         28.069 METERS 19544     |
 LG1123| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 8.7 KM 2153525.3 |
 LG1123| LG1119 LINCOLN CONSUMERS POWER CO STK      APPROX. 9.0 KM 2201626.0 |
 LG1123| LG1126 LINCOLN KFAB RADIO MAST             APPROX. 6.9 KM 2232346.1 |
 LG1123| LG1118 LINCOLN BELMONT MUNICIPAL TANK      APPROX. 6.1 KM 2432701.5 |
 LG1123| CL6721 AIRPORT AZ MK                                      2530135.6 |
 LG1123|---------------------------------------------------------------------|
 LG1123
 LG1123                          SUPERSEDED SURVEY CONTROL
 LG1123
 LG1123  NAD 83(1986)-  40 52 17.95992(N)    096 38 23.35750(W) AD(       ) 3
 LG1123  NAD 27      -  40 52 17.94400(N)    096 38 22.31600(W) AD(       ) 3
 LG1123
 LG1123.Superseded values are not recommended for survey control.
 LG1123
 LG1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1123.See file dsdata.pdf to determine how the superseded data were derived.
 LG1123
 LG1123_MARKER: DS = TRIANGULATION STATION DISK
 LG1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1123_STAMPING: AIRPORT 1947
 LG1123_MARK LOGO: CGS
 LG1123_PROJECTION: RECESSED 10 CENTIMETERS
 LG1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1123+STABILITY: SURFACE MOTION
 LG1123
 LG1123  HISTORY     - Date     Condition        Report By
 LG1123  HISTORY     - 1947     MONUMENTED       CGS
 LG1123  HISTORY     - 1959     GOOD             LOCSUR
 LG1123  HISTORY     - 1962     GOOD             USGS
 LG1123  HISTORY     - 1964     POOR             CBQRR
 LG1123  HISTORY     - 1966     GOOD             CGS
 LG1123  HISTORY     - 1967     GOOD             CGS
 LG1123  HISTORY     - 1976     GOOD             NGS
 LG1123  HISTORY     - 1981     GOOD             LOCENG
 LG1123  HISTORY     - 20010815 GOOD             USPSQD
 LG1123  HISTORY     - 20030810 GOOD             USPSQD
 LG1123
 LG1123                          STATION DESCRIPTION
 LG1123
 LG1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1123'THE STATION IS LOCATED ON THE UNION AIRPORT ABOUT 4 MILES
 LG1123'NORTH-NORTHEAST OF LINCOLN.  IT IS 239.9 FEET SOUTH OF THE
 LG1123'SOUTHWEST CORNER OF A BRICK CONSTRUCTED HANGER, 124 FEET NORTH OF
 LG1123'THE CENTER OF A GRAVELED ROAD, 71 FEET WEST OF THE CENTER OF A
 LG1123'DRIVEWAY, 54 FEET NORTH OF THE CENTER OF A BEACON, AND 25 FEET
 LG1123'EAST-SOUTHEAST OF A POWER LINE POLE.  IT IS SET 4 INCHES BELOW
 LG1123'THE SURFACE OF THE GROUND AND IS STAMPED AIRPORT 1947.
 LG1123'
 LG1123'REFERENCE MARK NO. 1 IS 120 FEET NORTH OF THE CENTER OF A GRAVELED
 LG1123'ROAD AND 27 FEET EAST OF THE CENTER OF A DRIVEWAY.  IT IS SET FLUSH
 LG1123'WITH THE GROUND AND IS STAMPED AIRPORT NO 1 1947.
 LG1123'
 LG1123'REFERENCE MARK NO. 2 IS 80 FEET WEST OF THE CENTER OF A DRIVEWAY,
 LG1123'24 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 10 FEET EAST OF
 LG1123'A POWER LINE POLE.  IT PROJECTS 2 INCHES AND IS STAMPED AIRPORT NO
 LG1123'2 1947.
 LG1123'
 LG1123'AZIMUTH MARK IS APPROXIMATELY ONE MILE SOUTHWEST OF THE STATION AT
 LG1123'THE ARROW AIRPORT.  IT IS 300 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LG1123'CORNER OF THE HANGER, 33 FEET WEST OF THE CENTER OF A GRAVELED
 LG1123'ROAD, AND 30 FEET NORTH OF THE NORTH ENTRANCE TO THE AIRPORT.  IT
 LG1123'PROJECTS 2 INCHES AND IS STAMPED AIRPORT 1947.
 LG1123'
 LG1123'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH ON
 LG1123'U.S. HIGHWAY NO. 77 FOR 1.4 MILES TO THE JUNCTION OF U.S. 77, 34,
 LG1123'6 AND STATE HIGHWAY NO. 2, TURN RIGHT, EAST, ON U.S. HIGHWAY NO. 6
 LG1123'AND GO 3.8 MILES TO A SIDE ROAD LEFT AND A SIGN WAHOO 25 MI., TURN
 LG1123'LEFT, NORTH, AND GO 0.8 MILE TO A ROAD RIGHT, TURN RIGHT AND GO
 LG1123'0.2 MILES TO THE ENTRANCE TO THE UNION AIRPORT AND THE STATION AS
 LG1123'DESCRIBED.
 LG1123'
 LG1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE, TURN
 LG1123'LEFT AND GO 0.8 MILE, TURN RIGHT AND GO 0.4 MILE, TURN RIGHT AND GO
 LG1123'0.8 MILE TO THE ARROW AIRPORT AND THE AZIMUTH MARK AS DESCRIBED.
 LG1123'
 LG1123'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 37 FEET.
 LG1123'
 LG1123'A 47 FOOT SIGNAL AT CORN IS VISIBLE AT 15 FEET.
 LG1123'
 LG1123'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1123
 LG1123                          STATION RECOVERY (1959)
 LG1123
 LG1123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 LG1123'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1123'
 LG1123'STATION WAS RECOVERED IN GOOD CONDITION.
 LG1123'
 LG1123'THE CONCRETE MARKER FOR REFERENCE MARK 1 IS ON ITS SIDE, BUT IN
 LG1123'APPROXIMATELY ORIGINAL LOCATION.
 LG1123'
 LG1123'REFERENCE MARK 2 WAS NOT FOUND.
 LG1123'
 LG1123'THE AZIMUTH MARK WAS DESTROYED IN 1953.
 LG1123
 LG1123                          STATION RECOVERY (1962)
 LG1123
 LG1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LG1123'THE STATION MARK IS IN GOOD CONDITION AND APPARENTLY UNDISTURBED.
 LG1123'THE STATION IS 236.1 FT S. OF SW CORNER OF BRICK HANGAR, 49.1 FT N
 LG1123'OF NW LEG OF BEACON TOWER, 28.7 FT E-SE OF POWER POLE, 124 FT N OF
 LG1123'CENTER OF GRAVELLED EW ROAD, AND 71 FT W OF CENTER OF DRIVEWAY.
 LG1123'MEASUREMENTS GIVEN IN ORIGINAL DESCRIPTION COULD NOT BE CHECKED.
 LG1123'
 LG1123'REFERENCE MARK NO. 1 HAS BEEN DESTROYED ACCORDING TO THE AIRPORT
 LG1123'MANAGER.
 LG1123'
 LG1123'REFERENCE MARK NO. 2 WAS FOUND DISTURBED AND COVERED OVER.
 LG1123
 LG1123                          STATION RECOVERY (1964)
 LG1123
 LG1123'RECOVERY NOTE BY BURLINGTON RAILROAD 1964 (DFM)
 LG1123'PRESENT CONDITION OF THE MARK CONC. BROKEN AND PULLED FROM GROUND.
 LG1123'(RECOVERED DISK)
 LG1123
 LG1123                          STATION RECOVERY (1966)
 LG1123
 LG1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1123'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LG1123'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LG1123'HAVE BEEN DESTROYED.  THE OLD UNION AIRPORT HAS BEEN ABANDONED BUT
 LG1123'THE OLD BRICK HANGAR IS STILL IN ITS ORIGINAL PLACE.  THE OLD
 LG1123'BEACON HAS BEEN MOVED TO A NEW LOCATION.
 LG1123'
 LG1123'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE
 LG1123'SET.
 LG1123'
 LG1123'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 LG1123'
 LG1123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 77 AT
 LG1123'THE NORTHEAST SIDE OF LINCOLN, GO NORTH ON U.S. HIGHWAY 77 FOR 1.0
 LG1123'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 LG1123'ROAD FOR 0.2 MILE TO A RAILROAD CROSSING AND THE STATION ON THE
 LG1123'LEFT.
 LG1123'
 LG1123'STATION MARK, A STANDARD DISK STAMPED AIRPORT 1947, IS SET IN THE
 LG1123'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LG1123'GROUND.  IT IS 236 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD
 LG1123'BRICK HANGAR, 125 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 62
 LG1123'FEET EAST OF EAST RAIL OF A SPUR RAILROAD TRACK, 49 FEET NORTH OF
 LG1123'THE NORTHWEST LEG FOR THE OLD BEACON, 18 FEET WEST OF THE WEST
 LG1123'RAIL OF RAILROAD TRACK, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 LG1123'AND IN A SMALL PLOT OF LAND BETWEEN TWO SETS OF RAILROAD TRACKS.
 LG1123'THE UNDERGROUND DISK WAS NOT INSPECTED.
 LG1123'
 LG1123'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AIRPORT 1947 NO. 3
 LG1123'1966, IS CEMENTED IN A DRILLHOLE IN A CONCRETE FOUNDATION WHICH
 LG1123'CIRCLES THE OLD BEACON AND A FLOWER BED.  IT IS 100 FEET NORTH OF
 LG1123'THE CENTER OF THE GRAVELED ROAD, 70 FEET EAST OF THE EAST RAIL OF
 LG1123'THE MAIN RAILROAD TRACK, AND 30 FEET WEST OF THE NORTHWEST LEG OF
 LG1123'THE OLD BEACON WITH A SIGN SIAS INDUSTRIAL CENTER.
 LG1123'
 LG1123'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AIRPORT 1947 NO. 4
 LG1123'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 LG1123'INCH.  IT IS 54 FEET WEST OF WEST RAIL OF THE MAIN RAILROAD TRACK,
 LG1123'36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 2 FEET EAST
 LG1123'OF A POWERLINE POLE.
 LG1123'
 LG1123'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1947 AZ. 2 1966, IS
 LG1123'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG1123'IT IS 51 FEET WEST OF THE CENTER OF A BLACKTOP ROAD (OLD RUNWAY),
 LG1123'30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET WEST OF A
 LG1123'POWERLINE POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LG1123'
 LG1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LG1123'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 LG1123'
 LG1123'NOTE- ONE TREE IS ON LINE TO THE LINCOLN, NEBRASKA STATE CAPITOL
 LG1123'DOME, 1947, WHEN THE TREE IS BARREN A DIRECTION WILL BETWEEN THE
 LG1123'AZIMUTH MARK AND THE STATE CAPITOL DOME.
 LG1123'
 LG1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 LG1123'NORTH-NORTHEAST OF LINCOLN
 LG1123
 LG1123                          STATION RECOVERY (1967)
 LG1123
 LG1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LG1123'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 LG1123'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1966 DESCRIPTION AND
 LG1123'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 LG1123'RECOVERY.
 LG1123'
 LG1123'THE LINCOLN, STATE CAPITAL DOME, 1947 WHICH WAS OBSTRUCTED IN 1966
 LG1123'WAS VISIBLE AT THE TIME OF THIS RECOVERY.  THE ANGLE TO THE NEW
 LG1123'AZIMUTH MARK 2 WAS OBSERVED SO A NEW AZIMUTH CAN BE ESTABLISHED.
 LG1123'
 LG1123'BEING THE STATION WAS RECENTLY REPAIRED NO OTHER OBSERVATIONS WERE
 LG1123'TAKEN.
 LG1123'
 LG1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 LG1123'NORTH-NORTHEAST OF LINCOLN.
 LG1123
 LG1123                          STATION RECOVERY (1976)
 LG1123
 LG1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1123'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 LG1123'RECOVERED AND FOUND IN GOOD CONDITION.  A LARGE METAL BUILDING HAD
 LG1123'BEEN ERRECTED AT THE STATION SITE AND THE MEASUREMENTS FOR REFERENCE
 LG1123'MARK 4 SHOW THE MARK TO BE UNDER THE BUILDING.  REFERENCE MARK 5 WAS
 LG1123'ESTABLISHED THIS DATE.  THE ANGLE BETWEEN THE AZIMUTH MARK 1966 AND
 LG1123'REFERENCE MARK 3 CHECKED THE PREVIOUS ANGLE.  THE DISTANCE TO
 LG1123'REFERENCE MARK 3 MISSED THE PREVIOUS DISTANCE 0.11 FOOT.  THE METAL
 LG1123'BUILDING OBSTRUCTS THE LINE OF SIGHT TO THE INTERSECTION STATIONS
 LG1123'OBSERVED IN 1966 AND 1967.
 LG1123'
 LG1123'FOLLOWING IS A DESCRIPTION FOR THE MARKS--
 LG1123'
 LG1123'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6, 77 AND 34 AT
 LG1123'THE NORTHEAST SIDE OF LINCOLN, GO NORTH ON HIGHWAY 77 FOR 1.0 MILE
 LG1123'TO A SIDE ROAD ON THE RIGHT, (FLETCHER AVE.), TURN RIGHT AND GO EAST
 LG1123'ON THE SURFACED ROAD FOR 0.2 MILE TO A RAILROAD TRACK, AND
 LG1123'CORR-A-GLASS CO METAL BUILDING AND THE STATION ON THE LEFT.
 LG1123'
 LG1123'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1947, SET
 LG1123'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1123'SURFACE.  IT IS 110 FEET NORTH OF THE NORTH CURB OF FLETCHER
 LG1123'AVE., 88.6 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 LG1123'BUILDING, 18 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LG1123'BUILDING, 18 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 LG1123'5.5 FEET EAST OF THE EAST PLANE OF THE BUILDING AND 2 FEET SOUTH
 LG1123'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LG1123'INSPECTED.
 LG1123'
 LG1123'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AIRPORT 1947 NO 3 1966,
 LG1123'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION WHICH CIRCLES THE
 LG1123'OLD BEACON AND JUNIPER SHRUBS.  IT IS 84 FEET NORTH OF THE NORTH
 LG1123'CURB OF FLETCHER AVE., 69.5 FEET EAST OF THE EAST RAIL OF THE
 LG1123'RAILROAD TRACK AND 33 FEET WEST OF THE NORTHWEST CORNER OF THE
 LG1123'OLD BEACON TOWER WHICH SUPPORTS A SIGN SIAS INDUSTRIAL CENTER.
 LG1123'
 LG1123'REFERENCE MARK 5 IS A STANDARD DISK STAMPED AIRPORT 1947 NO 5 1976,
 LG1123'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF FLETCHER AVE., 58 FEET
 LG1123'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 36.5 FEET
 LG1123'SOUTHEAST OF A POWER POLE, 13.2 FEET EAST OF THE EAST RAIL OF THE
 LG1123'RAILROAD TRACK AND 7 FEET SOUTHWEST OF THE TOP CENTER OF A
 LG1123'24-INCH STORM DRAIN COVER.
 LG1123'
 LG1123'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1947 AZ 2 1966,
 LG1123'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 LG1123'THE GROUND SURFACE.  IT IS 51 FEET WEST OF THE CENTER OF AN OLD
 LG1123'RUNWAY, 30 FEET NORTH OF THE CENTER OF FLETCHER AVE, 3 FEET WEST
 LG1123'OF A POWER POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LG1123'
 LG1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FLETCHER AVE
 LG1123'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1123'
 LG1123'NOTE--A 3/4 INCH REBAR, 3 FEET IN LENGTH WAS DRIVEN INTO THE GROUND
 LG1123'BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1123'
 LG1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NNE OF
 LG1123'LINCOLN.
 LG1123
 LG1123                          STATION RECOVERY (1981)
 LG1123
 LG1123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1123'AIRPORT 1947 RECOVERED GOOD (STATION MARK).
 LG1123'
 LG1123'R.M.S 1 AND 2 NOT SEARCHED FOR.
 LG1123'
 LG1123'AIRPORT 1947 RECOVERED GOOD (AZI MARK).
 LG1123'
 LG1123'DESCRIPTION ADEQUATE.
 LG1123'
 LG1123'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NE LINCOLN.
 LG1123
 LG1123                          STATION RECOVERY (2001)
 LG1123
 LG1123'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1123'STATION MARK, R.M. 5, AND AZIMUTH MARK FOUND IN GOOD CONDITION. R.M. 3
 LG1123'NOT SEARCHED FOR. R.M.S 1 AND 2 NO LONGER EXIST. AZIMUTH MARK IS 30 FT
 LG1123'NORTH OF FLETCHER AVE AND 78 FT WEST OF 63RD ST, 3 FT WEST OF POWER
 LG1123'POLE.
 LG1123
 LG1123                          STATION RECOVERY (2003)
 LG1123
 LG1123'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1123'THE STATION MARK, R.M. 5, AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 LG1123'R.M. 3 SEARCHED FOR BUT NOT FOUND. SIAS INDUSTRIAL CENTER SIGN AND OLD
 LG1123'BEACON TOWER NO LONGER EXIST. AZIMUTH MARK IS 30 FT NORTH OF FLETCHER
 LG1123'AVE AND 78 FT WEST OF 63RD ST, 3 FT WEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0471 ***********************************************************************
 MN0471  DESIGNATION -  AIRPORT BCN LODGEPOLE MUN APT
 MN0471  PID         -  MN0471
 MN0471  STATE/COUNTY-  NE/CHEYENNE
 MN0471  COUNTRY     -  US
 MN0471  USGS QUAD   -  LODGEPOLE (2017)
 MN0471
 MN0471                         *CURRENT SURVEY CONTROL
 MN0471  ______________________________________________________________________
 MN0471* NAD 83(1995) POSITION- 41 08 53.16271(N) 102 38 01.82078(W)   ADJUSTED
 MN0471  ______________________________________________________________________
 MN0471  GEOID HEIGHT    -        -19.996 (meters)                     GEOID18
 MN0471  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 MN0471  HORZ ORDER      -  THIRD
 MN0471
 MN0471.The horizontal coordinates were established by classical geodetic methods
 MN0471.and adjusted by the National Geodetic Survey in August 1997.
 MN0471
 MN0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0471.GEOID18 height accuracy estimate available here.
 MN0471
 MN0471.Click photographs - Photos may exist for this station.
 MN0471
 MN0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0471
 MN0471. The following values were computed from the NAD 83(1995) position.
 MN0471
 MN0471;                    North         East     Units Scale Factor Converg.
 MN0471;SPC NE       -   149,339.584   279,003.610   MT  0.99967798   -1 44 43.6
 MN0471;SPC NE       -   489,958.29    915,364.34   sFT  0.99967798   -1 44 43.6
 MN0471;UTM  13      - 4,557,896.506   698,559.329   MT  1.00008525   +1 33 26.9
 MN0471
 MN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9855957896(NAD 83)
 MN0471
 MN0471                          SUPERSEDED SURVEY CONTROL
 MN0471
 MN0471  NAD 83(1993)-  41 08 53.16264(N)    102 38 01.82096(W) AD(       ) 3
 MN0471  NAD 83(1986)-  41 08 53.15929(N)    102 38 01.82133(W) AD(       ) 3
 MN0471  NAD 27      -  41 08 53.20900(N)    102 38 00.12600(W) AD(       ) 3
 MN0471
 MN0471.Superseded values are not recommended for survey control.
 MN0471
 MN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0471.See file dsdata.pdf to determine how the superseded data were derived.
 MN0471
 MN0471_MARKER: 21 = AIRPORT BEACON
 MN0471
 MN0471  HISTORY     - Date     Condition        Report By
 MN0471  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0471
 MN0471                          STATION DESCRIPTION
 MN0471
 MN0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0471'THE STATION IS THE CENTER OF A REVOLVING LIGHT LOCATED ATOP THE
 MN0471'LODGEPOLE, MUNICIPAL AIRPORT BEACON.  THE TOWER SUPPORTING
 MN0471'THE BEACON IS A FOUR LEGGED STRUCTURE PAINTED ALTERNATING RED
 MN0471'AND WHITE.  THE BEACON IS 50 FEET IN HEIGHT AND IS LOCATED AT
 MN0471'THE LODGEPOLE, MUNICIPAL AIRPORT IN THE EAST PART OF LODGEPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0479 ***********************************************************************
 MN0479  DESIGNATION -  AIRPORT BCN SIDNEY MUN AIRPORT
 MN0479  PID         -  MN0479
 MN0479  STATE/COUNTY-  NE/CHEYENNE
 MN0479  COUNTRY     -  US
 MN0479  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0479
 MN0479                         *CURRENT SURVEY CONTROL
 MN0479  ______________________________________________________________________
 MN0479* NAD 83(1995) POSITION- 41 06 14.49069(N) 102 59 03.78282(W)   ADJUSTED
 MN0479  ______________________________________________________________________
 MN0479  GEOID HEIGHT    -        -19.754 (meters)                     GEOID18
 MN0479  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 MN0479  HORZ ORDER      -  THIRD
 MN0479
 MN0479.The horizontal coordinates were established by classical geodetic methods
 MN0479.and adjusted by the National Geodetic Survey in August 1997.
 MN0479
 MN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0479.GEOID18 height accuracy estimate available here.
 MN0479
 MN0479.Click photographs - Photos may exist for this station.
 MN0479
 MN0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0479
 MN0479. The following values were computed from the NAD 83(1995) position.
 MN0479
 MN0479;                    North         East     Units Scale Factor Converg.
 MN0479;SPC NE       -   145,404.826   249,432.705   MT  0.99968304   -1 58 39.9
 MN0479;SPC NE       -   477,049.00    818,347.13   sFT  0.99968304   -1 58 39.9
 MN0479;UTM  13      - 4,552,262.621   669,254.386   MT  0.99995258   +1 19 31.6
 MN0479
 MN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6925452262(NAD 83)
 MN0479
 MN0479                          SUPERSEDED SURVEY CONTROL
 MN0479
 MN0479  NAD 83(1993)-  41 06 14.49082(N)    102 59 03.78286(W) AD(       ) 3
 MN0479  NAD 83(1992)-  41 06 14.48189(N)    102 59 03.78295(W) AD(       ) 3
 MN0479  NAD 83(1986)-  41 06 14.48193(N)    102 59 03.78281(W) AD(       ) 3
 MN0479  NAD 27      -  41 06 14.53500(N)    102 59 02.06200(W) AD(       ) 3
 MN0479
 MN0479.Superseded values are not recommended for survey control.
 MN0479
 MN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0479.See file dsdata.pdf to determine how the superseded data were derived.
 MN0479
 MN0479_MARKER: 21 = AIRPORT BEACON
 MN0479_MARK LOGO: CGS
 MN0479
 MN0479  HISTORY     - Date     Condition        Report By
 MN0479  HISTORY     - 1968     FIRST OBSERVED   CGS
 MN0479  HISTORY     - 1965     GOOD             CGS
 MN0479  HISTORY     - 19800615 GOOD             NGS
 MN0479
 MN0479                          STATION DESCRIPTION
 MN0479
 MN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RLS)
 MN0479'THE STATION IS 3 MILES SOUTH OF SIDNEY, AT THE SIDNEY MUNICIPAL
 MN0479'AIRPORT.
 MN0479'
 MN0479'THE STATION IS THE CENTER OF A REVOLVING BLUE LIGHT LOCATED AT
 MN0479'THE TOP OF A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 50
 MN0479'FEET IN HEIGHT.
 MN0479
 MN0479                          STATION RECOVERY (1965)
 MN0479
 MN0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0479'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0479'THE ORIGINAL DESCRIPTION.
 MN0479
 MN0479                          STATION RECOVERY (1980)
 MN0479
 MN0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MN0479'LOCATED ON THE EAST SIDE OF THE AIRPORT, ABOUT 500 FT (152.4 M)
 MN0479'NORTHWEST OF THE ADMINISTRATION BUILDING, AND ABOUT 200 FT (61.0 M)
 MN0479'NORTH OF THE ROAD LEADING TO THE AIRPORT.  A STANDARD FAA BEACON LIGHT
 MN0479'FLASHING ALTERNATE GREEN AND CLEAR, AND A 50 FT (15.2 M) STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0600 ***********************************************************************
 MN0600  DESIGNATION -  AIRPORT BEACON KIMBALL MUN APT
 MN0600  PID         -  MN0600
 MN0600  STATE/COUNTY-  NE/KIMBALL
 MN0600  COUNTRY     -  US
 MN0600  USGS QUAD   -  KIMBALL (2017)
 MN0600
 MN0600                         *CURRENT SURVEY CONTROL
 MN0600  ______________________________________________________________________
 MN0600* NAD 83(1995) POSITION- 41 11 31.27342(N) 103 40 20.20241(W)   ADJUSTED
 MN0600  ______________________________________________________________________
 MN0600  GEOID HEIGHT    -        -18.742 (meters)                     GEOID18
 MN0600  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 MN0600  HORZ ORDER      -  THIRD
 MN0600
 MN0600.The horizontal coordinates were established by classical geodetic methods
 MN0600.and adjusted by the National Geodetic Survey in August 1997.
 MN0600
 MN0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0600.GEOID18 height accuracy estimate available here.
 MN0600
 MN0600.Click photographs - Photos may exist for this station.
 MN0600
 MN0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0600
 MN0600. The following values were computed from the NAD 83(1995) position.
 MN0600
 MN0600;                    North         East     Units Scale Factor Converg.
 MN0600;SPC NE       -   157,388.581   192,123.767   MT  0.99967351   -2 26 01.0
 MN0600;SPC NE       -   516,365.70    630,326.06   sFT  0.99967351   -2 26 01.0
 MN0600;UTM  13      - 4,560,923.191   611,340.060   MT  0.99975257   +0 52 28.2
 MN0600
 MN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1134060923(NAD 83)
 MN0600
 MN0600                          SUPERSEDED SURVEY CONTROL
 MN0600
 MN0600  NAD 83(1993)-  41 11 31.27322(N)    103 40 20.20198(W) AD(       ) 3
 MN0600  NAD 83(1986)-  41 11 31.26416(N)    103 40 20.20140(W) AD(       ) 3
 MN0600  NAD 27      -  41 11 31.33200(N)    103 40 18.41300(W) AD(       ) 3
 MN0600
 MN0600.Superseded values are not recommended for survey control.
 MN0600
 MN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0600.See file dsdata.pdf to determine how the superseded data were derived.
 MN0600
 MN0600_MARKER: 21 = AIRPORT BEACON
 MN0600_MARK LOGO: CGS
 MN0600
 MN0600  HISTORY     - Date     Condition        Report By
 MN0600  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0600  HISTORY     - 19900615 GOOD             NGS
 MN0600
 MN0600                          STATION DESCRIPTION
 MN0600
 MN0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0600'THE STATION IS TOP CENTER OF A BEACON TOWER AT KIMBALL MUNICIPAL
 MN0600'AIRPORT WHICH IS 3 MILES SOUTH OF KIMBALL.
 MN0600'
 MN0600'THE TOWER IS FOUR-LEGGED, PAINTED ALTERNATE RED AND WHITE WITH
 MN0600'A 5 X 5 FOOT PLATFORM AND TWO BEACON LIGHTS ON THE TOP.  ONE
 MN0600'BEACON LIGHT HAS A GREEN REFLECTOR, THE OTHER HAS A WHITE
 MN0600'REFLECTOR.  THE TOWER IS 50 FEET IN HEIGHT AND APPROXIMATELY 50
 MN0600'WEST OF A AIRCRAFT HANGAR.
 MN0600
 MN0600                          STATION RECOVERY (1990)
 MN0600
 MN0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MN0600'THE BEACON IS LOCATED IN THE NORTHWEST CORNER OF THE HANGAR AREA AT
 MN0600'KIMBALL MUNI AIRPORT.  THE BEACON IS MOUNTED ON TOP OF A SKELETAL
 MN0600'STEEL TOWER PAINTED RED AND WHITE.  THE BEACON IS A TWO WAY ROTATING
 MN0600'GREEN/WHITE LIGHT.  THE POINT OBSERVED DURING THIS SURVEY WAS THE
 MN0600'SPINDLE BENEATH THE LIGHT.  NOTE, PUBLISHED IN QUAD 411033 STA 1017.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0894 ***********************************************************************
 LG0894  DESIGNATION -  AIRPORT BEACON YORK AIRPORT
 LG0894  PID         -  LG0894
 LG0894  STATE/COUNTY-  NE/YORK
 LG0894  COUNTRY     -  US
 LG0894  USGS QUAD   -  YORK NORTH (2017)
 LG0894
 LG0894                         *CURRENT SURVEY CONTROL
 LG0894  ______________________________________________________________________
 LG0894* NAD 83(1995) POSITION- 40 53 17.45505(N) 097 35 26.54839(W)   ADJUSTED
 LG0894  ______________________________________________________________________
 LG0894  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 LG0894  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 LG0894  HORZ ORDER      -  THIRD
 LG0894
 LG0894.This mark is at York Municipal Airport (JYR)
 LG0894
 LG0894.The horizontal coordinates were established by classical geodetic methods
 LG0894.and adjusted by the National Geodetic Survey in August 1997.
 LG0894
 LG0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0894.GEOID18 height accuracy estimate available here.
 LG0894
 LG0894.Click photographs - Photos may exist for this station.
 LG0894
 LG0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0894
 LG0894. The following values were computed from the NAD 83(1995) position.
 LG0894
 LG0894;                    North         East     Units Scale Factor Converg.
 LG0894;SPC NE       -   119,944.985   702,964.547   MT  0.99971629   +1 35 47.9
 LG0894;SPC NE       -   393,519.50  2,306,309.52   sFT  0.99971629   +1 35 47.9
 LG0894;UTM  14      - 4,527,300.204   618,725.441   MT  0.99977349   +0 55 21.4
 LG0894
 LG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1872527300(NAD 83)
 LG0894
 LG0894                          SUPERSEDED SURVEY CONTROL
 LG0894
 LG0894  NAD 83(1986)-  40 53 17.46356(N)    097 35 26.54883(W) AD(       ) 3
 LG0894  NAD 27      -  40 53 17.43729(N)    097 35 25.36522(W) AD(       ) 3
 LG0894
 LG0894.Superseded values are not recommended for survey control.
 LG0894
 LG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0894.See file dsdata.pdf to determine how the superseded data were derived.
 LG0894
 LG0894_MARKER: 21 = AIRPORT BEACON
 LG0894
 LG0894  HISTORY     - Date     Condition        Report By
 LG0894  HISTORY     - 1961     FIRST OBSERVED   NEDR
 LG0894
 LG0894                          STATION DESCRIPTION
 LG0894
 LG0894'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0894'THE STATION IS LOCATED ABOUT 1.3 MILES NORTH FROM THE COURTHOUSE
 LG0894'IN YORK IN SECTION 30, T 11 N, R 2 W.
 LG0894'
 LG0894'TO REACH THE STATION FROM THE COURTHOUSE PROCEED NORTH ALONG
 LG0894'HIGHWAY 81 FOR 1.3 MILES TO THE INTERSECTION OF HIGHWAYS 81 AND
 LG0894'2, TURN RIGHT (EAST) ONTO GRAVELED ROAD AND PROCEED FOR 0.1 OF A
 LG0894'MILE TO THE JUNCTION WITH THE AIRPORT ROAD (GRAVELED), TURN LEFT
 LG0894'(NORTH) AND PROCEED FOR 400 FT.  BEACON IS 25 FT. WEST OF THE
 LG0894'CENTERLINE OF THE ROAD AT THIS POINT.
 LG0894'
 LG0894'LIGHT ON THE TOP OF THE TOWER WAS USED FOR THE SIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1998 ***********************************************************************
 MK1998  DESIGNATION -  AIRWAY BN 87 FLASH RED WHITE
 MK1998  PID         -  MK1998
 MK1998  STATE/COUNTY-  NE/SARPY
 MK1998  COUNTRY     -  US
 MK1998  USGS QUAD   -  GRETNA (2017)
 MK1998
 MK1998                         *CURRENT SURVEY CONTROL
 MK1998  ______________________________________________________________________
 MK1998* NAD 83(1995) POSITION- 41 08 46.51370(N) 096 14 01.88744(W)   ADJUSTED
 MK1998  ______________________________________________________________________
 MK1998  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 MK1998  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 MK1998  HORZ ORDER      -  THIRD
 MK1998
 MK1998.The horizontal coordinates were established by classical geodetic methods
 MK1998.and adjusted by the National Geodetic Survey in August 1997.
 MK1998
 MK1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1998.GEOID18 height accuracy estimate available here.
 MK1998
 MK1998.Click photographs - Photos may exist for this station.
 MK1998
 MK1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1998
 MK1998. The following values were computed from the NAD 83(1995) position.
 MK1998
 MK1998;                    North         East     Units Scale Factor Converg.
 MK1998;SPC NE       -   152,650.857   815,961.937   MT  0.99967818   +2 29 44.9
 MK1998;SPC NE       -   500,822.02  2,677,035.12   sFT  0.99967818   +2 29 44.9
 MK1998;UTM  14      - 4,558,681.390   732,134.073   MT  1.00026325   +1 49 15.2
 MK1998
 MK1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3213458681(NAD 83)
 MK1998
 MK1998                          SUPERSEDED SURVEY CONTROL
 MK1998
 MK1998  NAD 83(1986)-  41 08 46.52040(N)    096 14 01.88693(W) AD(       ) 3
 MK1998  NAD 27      -  41 08 46.52839(N)    096 14 00.78228(W) AD(       ) 3
 MK1998
 MK1998.Superseded values are not recommended for survey control.
 MK1998
 MK1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1998.See file dsdata.pdf to determine how the superseded data were derived.
 MK1998
 MK1998_MARKER: 22 = AIRWAY BEACON
 MK1998
 MK1998  HISTORY     - Date     Condition        Report By
 MK1998  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1998
 MK1998                          STATION DESCRIPTION
 MK1998
 MK1998'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0128 ***********************************************************************
 NP0128  DESIGNATION -  ALAIR
 NP0128  PID         -  NP0128
 NP0128  STATE/COUNTY-  NE/BOX BUTTE
 NP0128  COUNTRY     -  US
 NP0128  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0128
 NP0128                         *CURRENT SURVEY CONTROL
 NP0128  ______________________________________________________________________
 NP0128* NAD 83(1995) POSITION- 42 04 28.19279(N) 102 54 12.46395(W)   ADJUSTED
 NP0128* NAVD 88 ORTHO HEIGHT -  1203.816 (meters)     3949.52  (feet) ADJUSTED
 NP0128  ______________________________________________________________________
 NP0128  GEOID HEIGHT    -        -18.734 (meters)                     GEOID18
 NP0128  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 NP0128  DYNAMIC HEIGHT  -       1203.106 (meters)     3947.19  (feet) COMP
 NP0128  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 NP0128
 NP0128  HORZ ORDER      -  SECOND
 NP0128  VERT ORDER      -  FIRST     CLASS II
 NP0128
 NP0128.The horizontal coordinates were established by classical geodetic methods
 NP0128.and adjusted by the National Geodetic Survey in August 1997.
 NP0128
 NP0128.The orthometric height was determined by differential leveling and
 NP0128.adjusted by the NATIONAL GEODETIC SURVEY
 NP0128.in June 1991.
 NP0128
 NP0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0128.GEOID18 height accuracy estimate available here.
 NP0128
 NP0128.Click photographs - Photos may exist for this station.
 NP0128
 NP0128.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0128
 NP0128.The dynamic height is computed by dividing the NAVD 88
 NP0128.geopotential number by the normal gravity value computed on the
 NP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0128.degrees latitude (g = 980.6199 gals.).
 NP0128
 NP0128.The modeled gravity was interpolated from observed gravity values.
 NP0128
 NP0128. The following values were computed from the NAD 83(1995) position.
 NP0128
 NP0128;                    North         East     Units Scale Factor Converg.
 NP0128;SPC NE       -   252,863.201   259,842.087   MT  0.99970779   -1 55 26.8
 NP0128;SPC NE       -   829,602.02    852,498.58   sFT  0.99970779   -1 55 26.8
 NP0128;UTM  13      - 4,660,174.464   673,431.621   MT  0.99997012   +1 24 18.8
 NP0128
 NP0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0128!SPC NE       -   0.99981417  x   0.99970779  =   0.99952201
 NP0128!UTM  13      -   0.99981417  x   0.99997012  =   0.99978429
 NP0128
 NP0128:                Primary Azimuth Mark                     Grid Az
 NP0128:SPC NE       -  ALAIR AZ MK                              080 27 27.2
 NP0128:UTM  13      -  ALAIR AZ MK                              077 07 41.6
 NP0128
 NP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7343160174(NAD 83)
 NP0128
 NP0128|---------------------------------------------------------------------|
 NP0128| PID    Reference Object                     Distance      Geod. Az  |
 NP0128|                                                           dddmmss.s |
 NP0128| NP0129 ALAIR RM 1                            6.852 METERS 00738     |
 NP0128| NP0650 ALLIANCE MUNICIPAL TANK             APPROX. 4.2 KM 0311711.9 |
 NP0128| NP0126 ALAIR AZ MK                                        0783200.4 |
 NP0128| NP0130 ALAIR RM 2                            8.421 METERS 23204     |
 NP0128|---------------------------------------------------------------------|
 NP0128
 NP0128                          SUPERSEDED SURVEY CONTROL
 NP0128
 NP0128  NAD 83(1993)-  42 04 28.19240(N)    102 54 12.46403(W) AD(       ) 2
 NP0128  NAD 83(1986)-  42 04 28.18990(N)    102 54 12.46278(W) AD(       ) 2
 NP0128  NAD 27      -  42 04 28.30000(N)    102 54 10.73100(W) AD(       ) 2
 NP0128  NGVD 29 (??/??/92) 1203.228  (m)         3947.59   (f) ADJ UNCH    1 2
 NP0128  NGVD 29            1203.23   (m)         3947.6    (f) LEVELING    3  
 NP0128
 NP0128.Superseded values are not recommended for survey control.
 NP0128
 NP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0128.See file dsdata.pdf to determine how the superseded data were derived.
 NP0128
 NP0128_MARKER: DS = TRIANGULATION STATION DISK
 NP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0128_STAMPING: ALAIR 1946
 NP0128_MARK LOGO: CGS
 NP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0128+STABILITY: SURFACE MOTION
 NP0128
 NP0128  HISTORY     - Date     Condition        Report By
 NP0128  HISTORY     - 1946     MONUMENTED       CGS
 NP0128  HISTORY     - 1956     GOOD             CGS
 NP0128  HISTORY     - 1956     GOOD             CGS
 NP0128  HISTORY     - 1958     GOOD             CGS
 NP0128  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0128
 NP0128                          STATION DESCRIPTION
 NP0128
 NP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0128'IT IS LOCATED ABOUT 2.5 MILES, AIR LINE, SOUTHWEST OF ALLIANCE
 NP0128'ON PROPERTY BELONGING TO THE CITY MUNICIPAL AIRPORT.  IT IS
 NP0128'IN THE SOUTHWEST CORNER OF THE INCLOSED PARKING AREA, 313 FEET
 NP0128'SOUTH OF THE CENTER OF A GRAVELED ROAD, 250 FEET EAST OF THE
 NP0128'HANGAR, 18.5 FEET NORTH-NORTHWEST OF A FENCE CORNER, AND 3.3
 NP0128'FEET WEST OF A WIRE FENCE.  IT PROJECTS 1 INCH AND IS STAMPED
 NP0128'ALAIR 1946.
 NP0128'
 NP0128'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF A FENCE CORNER AND
 NP0128'0.8 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 3 INCHES AND IS
 NP0128'STAMPED ALAIR NO 1 1946.
 NP0128'
 NP0128'REFERENCE MARK NO. 2 IS 24.3 FEET WEST OF A FENCE CORNER AND
 NP0128'0.7 FOOT NORTH OF A WIRE FENCE LINE.  IT PROJECTS 3 INCHES
 NP0128'AND IS STAMPED ALAIR NO 2 1946.
 NP0128'
 NP0128'AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 NP0128'OF STATE HIGHWAY NO. 19 AND A GRAVELED ROAD, 50 FEET WEST OF
 NP0128'THE CENTER LINE OF STATE HIGHWAY NO. 19, 34 FEET SOUTH OF THE
 NP0128'CENTER OF A GRAVELED ROAD, AND 1 FOOT NORTH OF A FENCE LINE.
 NP0128'IT PROJECTS 1 INCH AND IS STAMPED ALAIR 1946.
 NP0128'
 NP0128'TO REACH FROM THE ALLIANCE NATIONAL BANK IN ALLIANCE, AT THE
 NP0128'INTERSECTION OF BOX BUTTE AND THIRD STREETS, GO WEST ON THIRD
 NP0128'STREET, STATE HIGHWAY NO. 19, FOR 1.5 MILES TO THE JUNCTION
 NP0128'OF STATE HIGHWAY NO. 2.  TURN LEFT, SOUTH, ON STATE HIGHWAY
 NP0128'NO. 19 AND GO 1.55 MILES TO A CROSS ROAD.  TURN RIGHT, WEST,
 NP0128'ON A GRAVELED ROAD AND GO 0.35 MILE TO THE ENTRANCE TO THE
 NP0128'AIRPORT ON THE LEFT AND THE STATION AS DESCRIBED.
 NP0128'
 NP0128'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE DESCRIPTION
 NP0128'BACK, EAST, FOR 0.35 MILE TO STATE HIGHWAY NO. 19 AND THE
 NP0128'AZIMUTH MARK AS DESCRIBED.
 NP0128
 NP0128                          STATION RECOVERY (1956)
 NP0128
 NP0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0128'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0128'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0128'ALONG A GRAVELED ROAD, 312 FEET SOUTH OF THE CENTER LINE OF AN
 NP0128'EAST AND WEST GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT,
 NP0128'245 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD HANGAR, 296 FEET
 NP0128'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 18 FEET
 NP0128'NORTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 1.5 FEET
 NP0128'SOUTH OF A WITNESS POST, IN THE NORTHEAST 1/4 OF SECTION 8,
 NP0128'TOWNSHIP 24 NORTH, RANGE 48 WEST, A TRIANGULATION STATION
 NP0128'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 NP0128'FOOT ABOVE THE GROUND, STAMPED ALAIR 1946.
 NP0128'
 NP0128'ALAIR R.M. 1 IS 22.4 FEET NORTH OF TRIANGULATION STATION ALAIR
 NP0128'1946, 40 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE,
 NP0128'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NP0128'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED ALAIR NO 1 1946.
 NP0128'
 NP0128'ALAIR R.M. 2 IS 27.4 FEET SOUTHWEST OF TRIANGULATION STATION
 NP0128'ALAIR 1946, 23.6 FEET WEST OF A FENCE CORNER, 0.7 FOOT NORTH
 NP0128'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 NP0128'POST WHICH IS FLUSH WITH THE GROUND, STAMPED ALAIR NO 2 1946.
 NP0128'
 NP0128'ALAIR 1946 AZIMUTH IS 0.25 MILE EAST OF TRIANGULATION STATION
 NP0128'ALAIR 1946, 63 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER
 NP0128'LINES OF STATE HIGHWAY 19 AND AN EAST AND WEST ROAD, 50 FEET
 NP0128'WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE
 NP0128'CENTER LINE OF THE GRAVELED ROAD, 13 FEET WEST OF A FENCE
 NP0128'CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST,
 NP0128'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0128'0.5 FOOT BELOW THE TOP OF THE GROUND, STAMPED ALAIR 1946, IN
 NP0128'THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48
 NP0128'WEST.
 NP0128
 NP0128                          STATION RECOVERY (1956)
 NP0128
 NP0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0128'2.5 MI SW FROM ALLIANCE.
 NP0128'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0128'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0128'ALONG A GRAVELED ROAD, 312 FEET SOUTH OF THE CENTER LINE OF THE
 NP0128'EAST AND WEST GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT,
 NP0128'245 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD HANGAR, 296 FEET
 NP0128'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 18 FEET
 NP0128'NORTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 1.5 FEET SOUTH
 NP0128'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0128'PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 NP0128'SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0128
 NP0128                          STATION RECOVERY (1958)
 NP0128
 NP0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0128'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NP0128'FOUND IN GOOD CONDITION.  THE AIRPORT HAS BEEN ABANDONED AND
 NP0128'THE HANGAR IS BEING USED AS A BARN FOR STORING HAY.  BUT THE
 NP0128'REFERENCE MEASUREMENTS CHECK AND THE DESCRIPTION IS ADEQUATE.
 NP0128'ROAD CONSTRUCTION ALONG STATE HIGHWAY 19 WILL DESTROY THE
 NP0128'AZIMUTH MARK, SO IT WAS MOVED ON LINE TOWARD THE STATION.
 NP0128'THE ELEVATION FROM THE OLD AZIMUTH MARK WAS TRANSFERRED TO THE
 NP0128'RESET AZIMUTH MARK.  A SHORT DESCRIPTION FOR THE RESET AZIMUTH
 NP0128'MARK FOLLOWS.
 NP0128'
 NP0128'AZIMUTH MARK (RESET) IS 0.25 MILE EAST-NORTHEAST OF THE STATION,
 NP0128'94 FEET WEST OF THE CENTER OF STATE HIGHWAY 19, 51 FEET SOUTH
 NP0128'OF THE CENTER OF A GRAVEL ROAD, 18 FEET SOUTH OF A FENCE CORNER,
 NP0128'3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 NP0128'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED ALAIR 1946
 NP0128'RESET 1958.
 NP0128
 NP0128                          STATION RECOVERY (1985)
 NP0128
 NP0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0128'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0127 ***********************************************************************
 NP0127  DESIGNATION -  ALAIR AZ MK RESET
 NP0127  PID         -  NP0127
 NP0127  STATE/COUNTY-  NE/BOX BUTTE
 NP0127  COUNTRY     -  US
 NP0127  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0127
 NP0127                         *CURRENT SURVEY CONTROL
 NP0127  ______________________________________________________________________
 NP0127* NAD 83(1986) POSITION- 42 04 31.     (N) 102 53 54.     (W)   SCALED
 NP0127* NAVD 88 ORTHO HEIGHT -  1203.15  (meters)     3947.3   (feet) RESET
 NP0127  ______________________________________________________________________
 NP0127  GEOID HEIGHT    -        -18.733 (meters)                     GEOID18
 NP0127  VERT ORDER      -  THIRD
 NP0127
 NP0127.The horizontal coordinates were scaled from a map and have
 NP0127.an estimated accuracy of +/- 6 seconds.
 NP0127
 NP0127.The orthometric height was computed from unverified reset data.
 NP0127
 NP0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0127.GEOID18 height accuracy estimate available here.
 NP0127
 NP0127.Click photographs - Photos may exist for this station.
 NP0127
 NP0127;                    North         East    Units  Estimated Accuracy
 NP0127;SPC NE       -   252,940.      260,270.      MT  (+/- 180 meters Scaled)
 NP0127
 NP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG738602(NAD 83)
 NP0127
 NP0127                          SUPERSEDED SURVEY CONTROL
 NP0127
 NP0127.No superseded survey control is available for this station.
 NP0127
 NP0127_MARKER: DZ = AZIMUTH MARK DISK
 NP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0127_STAMPING: ALAIR 1946 RESET 1958
 NP0127_MARK LOGO: CGS
 NP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0127+STABILITY: SURFACE MOTION
 NP0127
 NP0127  HISTORY     - Date     Condition        Report By
 NP0127  HISTORY     - 1958     MONUMENTED       CGS
 NP0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0127
 NP0127                          STATION DESCRIPTION
 NP0127
 NP0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0127'2.1 MI SW FROM ALLIANCE.
 NP0127'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0127'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.15 MILE WEST
 NP0127'ALONG A GRAVEL ROAD TO STATE HIGHWAY 19, 94 FEET WEST OF THE
 NP0127'CENTERLINE OF STATE HIGHWAY 19, 51 FEET SOUTH OF THE CENTER OF A
 NP0127'GRAVEL ROAD, 18 FEET SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A
 NP0127'WHITE WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 NP0127'1 INCH AND IS SET IN THE TOP OF A CONCRETE POST.
 NP0127
 NP0127                          STATION RECOVERY (1985)
 NP0127
 NP0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0127'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0129 ***********************************************************************
 NP0129  DESIGNATION -  ALAIR RM 1
 NP0129  PID         -  NP0129
 NP0129  STATE/COUNTY-  NE/BOX BUTTE
 NP0129  COUNTRY     -  US
 NP0129  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0129
 NP0129                         *CURRENT SURVEY CONTROL
 NP0129  ______________________________________________________________________
 NP0129* NAD 83(1986) POSITION- 42 04 28.41   (N) 102 54 12.42   (W)   HD_HELD1
 NP0129* NAVD 88 ORTHO HEIGHT -  1203.891 (meters)     3949.77  (feet) ADJUSTED
 NP0129  ______________________________________________________________________
 NP0129  GEOID HEIGHT    -        -18.734 (meters)                     GEOID18
 NP0129  DYNAMIC HEIGHT  -       1203.180 (meters)     3947.43  (feet) COMP
 NP0129  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 NP0129
 NP0129  VERT ORDER      -  FIRST     CLASS II
 NP0129
 NP0129.The horizontal coordinates were determined by differentially corrected
 NP0129.hand held GPS observations or other comparable positioning techniques
 NP0129.and have an estimated accuracy of +/- 3 meters.
 NP0129
 NP0129.The orthometric height was determined by differential leveling and
 NP0129.adjusted by the NATIONAL GEODETIC SURVEY
 NP0129.in June 1991.
 NP0129
 NP0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0129.GEOID18 height accuracy estimate available here.
 NP0129
 NP0129.Click photographs - Photos may exist for this station.
 NP0129
 NP0129.The dynamic height is computed by dividing the NAVD 88
 NP0129.geopotential number by the normal gravity value computed on the
 NP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0129.degrees latitude (g = 980.6199 gals.).
 NP0129
 NP0129.The modeled gravity was interpolated from observed gravity values.
 NP0129
 NP0129;                    North         East    Units  Estimated Accuracy
 NP0129;SPC NE       -   252,869.9     259,843.3     MT  (+/- 3 meters HH1 GPS) 
 NP0129
 NP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7343260181(NAD 83)
 NP0129
 NP0129                          SUPERSEDED SURVEY CONTROL
 NP0129
 NP0129  NGVD 29 (??/??/92) 1203.302  (m)         3947.83   (f) ADJ UNCH    1 2
 NP0129
 NP0129.Superseded values are not recommended for survey control.
 NP0129
 NP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0129.See file dsdata.pdf to determine how the superseded data were derived.
 NP0129
 NP0129_MARKER: DR = REFERENCE MARK DISK
 NP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0129_STAMPING: ALAIR NO 1 1946
 NP0129_MARK LOGO: CGS
 NP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0129+STABILITY: SURFACE MOTION
 NP0129
 NP0129  HISTORY     - Date     Condition        Report By
 NP0129  HISTORY     - 1946     MONUMENTED       CGS
 NP0129  HISTORY     - 1956     GOOD             CGS
 NP0129  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0129
 NP0129                          STATION DESCRIPTION
 NP0129
 NP0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0129'2.5 MI SW FROM ALLIANCE.
 NP0129'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0129'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0129'ALONG A GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT, 40 FEET
 NP0129'NORTH OF A FENCE CORNER, 22.4 FEET NORTH OF TRIANGULATION
 NP0129'STATION ALAIR 1946, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 NP0129'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE
 NP0129'NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0129
 NP0129                          STATION RECOVERY (1985)
 NP0129
 NP0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0129'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0130 ***********************************************************************
 NP0130  DESIGNATION -  ALAIR RM 2
 NP0130  PID         -  NP0130
 NP0130  STATE/COUNTY-  NE/BOX BUTTE
 NP0130  COUNTRY     -  US
 NP0130  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0130
 NP0130                         *CURRENT SURVEY CONTROL
 NP0130  ______________________________________________________________________
 NP0130* NAD 83(1986) POSITION- 42 04 28.03   (N) 102 54 12.75   (W)   HD_HELD1
 NP0130* NAVD 88 ORTHO HEIGHT -  1203.916 (meters)     3949.85  (feet) ADJUSTED
 NP0130  ______________________________________________________________________
 NP0130  GEOID HEIGHT    -        -18.734 (meters)                     GEOID18
 NP0130  DYNAMIC HEIGHT  -       1203.206 (meters)     3947.52  (feet) COMP
 NP0130  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 NP0130
 NP0130  VERT ORDER      -  FIRST     CLASS II
 NP0130
 NP0130.The horizontal coordinates were determined by differentially corrected
 NP0130.hand held GPS observations or other comparable positioning techniques
 NP0130.and have an estimated accuracy of +/- 3 meters.
 NP0130
 NP0130.The orthometric height was determined by differential leveling and
 NP0130.adjusted by the NATIONAL GEODETIC SURVEY
 NP0130.in June 1991.
 NP0130
 NP0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0130.GEOID18 height accuracy estimate available here.
 NP0130
 NP0130.Click photographs - Photos may exist for this station.
 NP0130
 NP0130.The dynamic height is computed by dividing the NAVD 88
 NP0130.geopotential number by the normal gravity value computed on the
 NP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0130.degrees latitude (g = 980.6199 gals.).
 NP0130
 NP0130.The modeled gravity was interpolated from observed gravity values.
 NP0130
 NP0130;                    North         East    Units  Estimated Accuracy
 NP0130;SPC NE       -   252,858.4     259,835.3     MT  (+/- 3 meters HH1 GPS) 
 NP0130
 NP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7342560169(NAD 83)
 NP0130
 NP0130                          SUPERSEDED SURVEY CONTROL
 NP0130
 NP0130  NGVD 29 (??/??/92) 1203.328  (m)         3947.92   (f) ADJ UNCH    1 2
 NP0130
 NP0130.Superseded values are not recommended for survey control.
 NP0130
 NP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0130.See file dsdata.pdf to determine how the superseded data were derived.
 NP0130
 NP0130_MARKER: DR = REFERENCE MARK DISK
 NP0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0130_STAMPING: ALAIR NO 2 1946
 NP0130_MARK LOGO: CGS
 NP0130_PROJECTION: FLUSH
 NP0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0130+STABILITY: SURFACE MOTION
 NP0130
 NP0130  HISTORY     - Date     Condition        Report By
 NP0130  HISTORY     - 1946     MONUMENTED       CGS
 NP0130  HISTORY     - 1956     GOOD             CGS
 NP0130  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0130
 NP0130                          STATION DESCRIPTION
 NP0130
 NP0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0130'2.5 MI SW FROM ALLIANCE.
 NP0130'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0130'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0130'ALONG A GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT, 23.6
 NP0130'FEET WEST OF A FENCE CORNER, 27.4 FEET SOUTHWEST OF TRIANGULATION
 NP0130'STATION ALAIR 1946, 0.7 FOOT NORTH OF A FENCE, SET IN THE TOP
 NP0130'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE
 NP0130'NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0130
 NP0130                          STATION RECOVERY (1985)
 NP0130
 NP0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0130'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1372 ***********************************************************************
 LH1372  DESIGNATION -  ALBANY
 LH1372  PID         -  LH1372
 LH1372  STATE/COUNTY-  NE/HARLAN
 LH1372  COUNTRY     -  US
 LH1372  USGS QUAD   -  ATLANTA (2017)
 LH1372
 LH1372                         *CURRENT SURVEY CONTROL
 LH1372  ______________________________________________________________________
 LH1372* NAD 83(1995) POSITION- 40 18 30.98007(N) 099 24 20.11085(W)   ADJUSTED
 LH1372* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 LH1372  ______________________________________________________________________
 LH1372  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 LH1372  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 LH1372  HORZ ORDER      -  SECOND
 LH1372
 LH1372.The horizontal coordinates were established by classical geodetic methods
 LH1372.and adjusted by the National Geodetic Survey in August 1997.
 LH1372
 LH1372.The orthometric height was scaled from a topographic map.
 LH1372
 LH1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1372.GEOID18 height accuracy estimate available here.
 LH1372
 LH1372.Click photographs - Photos may exist for this station.
 LH1372
 LH1372.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1372
 LH1372. The following values were computed from the NAD 83(1995) position.
 LH1372
 LH1372;                    North         East     Units Scale Factor Converg.
 LH1372;SPC NE       -    52,944.500   550,523.303   MT  0.99987473   +0 23 38.1
 LH1372;SPC NE       -   173,702.08  1,806,175.20   sFT  0.99987473   +0 23 38.1
 LH1372;UTM  14      - 4,462,089.247   465,535.581   MT  0.99961462   -0 15 44.6
 LH1372
 LH1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1372!SPC NE       -   0.99989078  x   0.99987473  =   0.99976552
 LH1372!UTM  14      -   0.99989078  x   0.99961462  =   0.99950544
 LH1372
 LH1372:                Primary Azimuth Mark                     Grid Az
 LH1372:SPC NE       -  ALBANY AZ MK                             000 18 52.8
 LH1372:UTM  14      -  ALBANY AZ MK                             000 58 15.5
 LH1372
 LH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6553562089(NAD 83)
 LH1372
 LH1372|---------------------------------------------------------------------|
 LH1372| PID    Reference Object                     Distance      Geod. Az  |
 LH1372|                                                           dddmmss.s |
 LH1372| CN8539 ALBANY AZ MK                                       0004230.9 |
 LH1372| LH1375 HOLDREGE SAFE PATROL RAD MAST       APPROX.15.8 KM 0021440.7 |
 LH1372| LH1369 HOLDREGE MUNICIPAL STANDPIPE        APPROX.14.3 KM 0123709.0 |
 LH1372| LH1348 FUNK FRIDHEM LUTHERAN CH CROSS      APPROX.21.8 KM 0373405.9 |
 LH1372| CN8540 ALBANY RM 1                          21.482 METERS 07556     |
 LH1372| LH1361 ALMA MUNICIPAL TANK                 APPROX.22.7 KM 1704041.7 |
 LH1372| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.19.5 KM 1911747.1 |
 LH1372| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX.19.7 KM 1922459.2 |
 LH1372| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX.18.0 KM 2005115.5 |
 LH1372| LH1015 OXFORD MUNICIPAL TANK               APPROX.20.3 KM 2522500.9 |
 LH1372| LH1376 ATLANTA PRISON CAMP WATER TWR       APPROX.10.0 KM 3334540.9 |
 LH1372| LH1373 ALBANY 2                             23.862 METERS 34418     |
 LH1372| CN8541 ALBANY RM 2                          27.456 METERS 34541     |
 LH1372|---------------------------------------------------------------------|
 LH1372
 LH1372                          SUPERSEDED SURVEY CONTROL
 LH1372
 LH1372  NAD 83(1986)-  40 18 30.98457(N)    099 24 20.11135(W) AD(       ) 2
 LH1372  NAD 27      -  40 18 30.94700(N)    099 24 18.74600(W) AD(       ) 2
 LH1372
 LH1372.Superseded values are not recommended for survey control.
 LH1372
 LH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1372.See file dsdata.pdf to determine how the superseded data were derived.
 LH1372
 LH1372_MARKER: DS = TRIANGULATION STATION DISK
 LH1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1372
 LH1372  HISTORY     - Date     Condition        Report By
 LH1372  HISTORY     - 1951     MONUMENTED       CGS
 LH1372  HISTORY     - 1969     GOOD             CGS
 LH1372
 LH1372                          STATION DESCRIPTION
 LH1372
 LH1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1372'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF
 LH1372'HOLDREGE, ON THE SOUTH RIM OF A CANYON AND IN A FENCE CORNER
 LH1372'WHICH IS JUST NORTHWEST OF A CURVE IN A GRADED ROAD.  IT IS 37.0
 LH1372'FEET NORTHWEST OF THE CENTER OF THE CURVE IN A GRADED ROAD WHERE
 LH1372'IT CURVES FROM THE SOUTHWEST TO THE SOUTH, 29.0 FEET SOUTHEAST OF
 LH1372'A FENCE CORNER AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT
 LH1372'PROJECTS 2 INCHES AND IS STAMPED ALBANY 1951.
 LH1372'
 LH1372'REFERENCE MARK NO. 1 IS 12.0 FEET NORTH OF THE CENTER OF A
 LH1372'CURVING ROAD AND IN A FENCE LINE AT THE HEAD OF A CANYON.  IT
 LH1372'PROJECTS 3 INCHES AND IS STAMPED ALBANY NO 1 1951.
 LH1372'
 LH1372'REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE
 LH1372'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED ALBANY NO 2 1951.
 LH1372'
 LH1372'THE DISTANCE BETWEEN REFERENCE MARKS IS 114.6 FEET.
 LH1372'
 LH1372'THE AZIMUTH MARK IS 45.0 FEET NORTHEAST OF THE CENTER OF A T
 LH1372'ROAD INTERSECTION, 10.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 LH1372'SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 LH1372'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED ALBANY 1951.
 LH1372'
 LH1372'TO REACH THE STATION FROM THE UNDERPASS AT THE EAST EDGE OF
 LH1372'HOLDREGE AND THE JUNCTIONS OF U.S. HIGHWAYS 6 AND 34 AND U.S.
 LH1372'HIGHWAYS 183 AND 383.  GO SOUTH ON U.S. HIGHWAYS 183 AND 383
 LH1372'FOR 7.0 MILES TO A CROSSROAD, TURN RIGHT, WEST, ON A GRADED ROAD
 LH1372'FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRADED ROAD
 LH1372'FOR 1.5 MILES TO A T ROAD LEADING EAST AND THE AZIMUTH MARK AS
 LH1372'DESCRIBED.  CONTINUE SOUTHERLY AROUND THE HEAD OF A CANYON FOR
 LH1372'0.45 MILE TO WHERE THE ROAD TURNS SOUTH AND THE STATION IN A
 LH1372'FENCE CORNER AS DESCRIBED.
 LH1372'
 LH1372'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 LH1372
 LH1372                          STATION RECOVERY (1969)
 LH1372
 LH1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1372'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LH1372'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1372'THE STATION MARK AND REFERENCE MARK NO. 1 WERE IN THE WAY OF
 LH1372'CONSTRUCTION FOR A NEW HIGHWAY (STATE HIGHWAY 4) AND HAD TO BE
 LH1372'MOVED.
 LH1372'
 LH1372'ALBANY 2 WAS ESTABLISHED AND REFERENCE MARK NO. 2 AND THE AZIMUTH
 LH1372'MARK WAS USED AT THIS STATION.
 LH1372'
 LH1372'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR ALBANY 2.
 LH1372'
 LH1372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 9 MILES
 LH1372'SSW OF HOLDREDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1373 ***********************************************************************
 LH1373  DESIGNATION -  ALBANY 2
 LH1373  PID         -  LH1373
 LH1373  STATE/COUNTY-  NE/HARLAN
 LH1373  COUNTRY     -  US
 LH1373  USGS QUAD   -  ATLANTA (2017)
 LH1373
 LH1373                         *CURRENT SURVEY CONTROL
 LH1373  ______________________________________________________________________
 LH1373* NAD 83(1995) POSITION- 40 18 31.72481(N) 099 24 20.38439(W)   NO CHECK
 LH1373* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 LH1373  ______________________________________________________________________
 LH1373  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 LH1373  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 LH1373  HORZ ORDER      -  THIRD
 LH1373
 LH1373.The horizontal coordinates were established by classical geodetic methods
 LH1373.and adjusted by the National Geodetic Survey in August 1997.
 LH1373
 LH1373.No horizontal observational check was made to the station.
 LH1373
 LH1373.The orthometric height was scaled from a topographic map.
 LH1373
 LH1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1373.GEOID18 height accuracy estimate available here.
 LH1373
 LH1373.Click photographs - Photos may exist for this station.
 LH1373
 LH1373.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1373
 LH1373. The following values were computed from the NAD 83(1995) position.
 LH1373
 LH1373;                    North         East     Units Scale Factor Converg.
 LH1373;SPC NE       -    52,967.424   550,516.687   MT  0.99987465   +0 23 37.9
 LH1373;SPC NE       -   173,777.29  1,806,153.50   sFT  0.99987465   +0 23 37.9
 LH1373;UTM  14      - 4,462,112.238   465,529.229   MT  0.99961463   -0 15 44.7
 LH1373
 LH1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1373!SPC NE       -   0.99989078  x   0.99987465  =   0.99976544
 LH1373!UTM  14      -   0.99989078  x   0.99961463  =   0.99950545
 LH1373
 LH1373:                Primary Azimuth Mark                     Grid Az
 LH1373:SPC NE       -  ALBANY AZ MK                             000 55 46.5
 LH1373:UTM  14      -  ALBANY AZ MK                             001 35 09.1
 LH1373
 LH1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6552962112(NAD 83)
 LH1373
 LH1373|---------------------------------------------------------------------|
 LH1373| PID    Reference Object                     Distance      Geod. Az  |
 LH1373|                                                           dddmmss.s |
 LH1373| CN8539 ALBANY AZ MK                                       0011924.4 |
 LH1373| LH1372 ALBANY                               23.862 METERS 16418     |
 LH1373| CN8542 ALBANY 2 RM 3                         9.195 METERS 26552     |
 LH1373| CN8541 ALBANY RM 2                           3.653 METERS 35452     |
 LH1373|---------------------------------------------------------------------|
 LH1373
 LH1373                          SUPERSEDED SURVEY CONTROL
 LH1373
 LH1373  NAD 83(1986)-  40 18 31.72931(N)    099 24 20.38489(W) AD(       ) 3
 LH1373  NAD 27      -  40 18 31.69165(N)    099 24 19.01953(W) AD(       ) 3
 LH1373
 LH1373.Superseded values are not recommended for survey control.
 LH1373
 LH1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1373.See file dsdata.pdf to determine how the superseded data were derived.
 LH1373
 LH1373_MARKER: DS = TRIANGULATION STATION DISK
 LH1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1373
 LH1373  HISTORY     - Date     Condition        Report By
 LH1373  HISTORY     - 1969     MONUMENTED       CGS
 LH1373
 LH1373                          STATION DESCRIPTION
 LH1373
 LH1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1373'LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF HOLDREGE, ON THE SOUTH
 LH1373'RIM OF A CANYON, AND ON THE EAST SIDE OF A NORTH-SOUTH FENCE.
 LH1373'
 LH1373'TO REACH THE STATION FROM THE UNDERPASS AT THE EAST EDGE OF
 LH1373'HOLDREGE AND THE JUNCTION OF U.S. HIGHWAYS 6, 34, 183, AND 383, GO
 LH1373'SOUTH ON U.S. HIGHWAYS 183 AND 383 FOR 7.0 MILES TO A CROSSROAD.
 LH1373'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 LH1373'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.5
 LH1373'MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE
 LH1373'SOUTH ON A DIRT ROAD FOR 0.45 MILE TO A PROPOSED HIGHWAY 4 AND
 LH1373'THE STATION ON THE RIGHT.
 LH1373'
 LH1373'STATION MARKS ARE STANDARD DISKS STAMPED ALBANY 2 1969.  THE
 LH1373'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LH1373'PROJECTS 2 INCHES.  IT IS 140 FEET NORTH OF THE PROPOSED CENTER
 LH1373'OF STATE HIGHWAY 4, 1.5 FEET EAST OF A FENCE, 1.5 FEET NORTHEAST
 LH1373'OF A METAL WITNESS POST, AND ON THE NORTH EDGE OF THE
 LH1373'RIGHT-OF-WAY OF THE NEW ROAD.  THE UNDERGROUND DISK IS SET IN THE
 LH1373'TOP OF AN IRREGULAR MASS OF CONCRETE 3.4 FEET BELOW THE
 LH1373'SURFACE OF THE GROUND.
 LH1373'
 LH1373'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALBANY NO. 2 1951,
 LH1373'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LH1373'INCHES.  IT IS 152 FEET NORTH OF THE CENTER OF THE NEW ROAD AND
 LH1373'0.5 FEET EAST OF A NORTH-SOUTH FENCE.
 LH1373'
 LH1373'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALBANY 2 NO. 3
 LH1373'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1373'1 INCH.  IT IS IN OPEN PASTURE LAND AND 32 FEET WEST OF THE
 LH1373'NORTH-SOUTH FENCE.
 LH1373'
 LH1373'AZIMUTH MARK, A STANDARD DISK STAMPED ALBANY 1951, IS SET IN THE
 LH1373'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LH1373'30 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 30 FEET NORTH
 LH1373'OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET WEST OF A CORNER FENCE
 LH1373'POST, AND 1 FOOT EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1036 ***********************************************************************
 ML1036  DESIGNATION -  ALBION CORNHUSKER REA RAD MAST
 ML1036  PID         -  ML1036
 ML1036  STATE/COUNTY-  NE/BOONE
 ML1036  COUNTRY     -  US
 ML1036  USGS QUAD   -  ALBION WEST (2017)
 ML1036
 ML1036                         *CURRENT SURVEY CONTROL
 ML1036  ______________________________________________________________________
 ML1036* NAD 83(1995) POSITION- 41 40 20.25442(N) 098 00 17.46423(W)   ADJUSTED
 ML1036  ______________________________________________________________________
 ML1036  GEOID HEIGHT    -        -24.458 (meters)                     GEOID18
 ML1036  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 ML1036  HORZ ORDER      -  THIRD
 ML1036
 ML1036.The horizontal coordinates were established by classical geodetic methods
 ML1036.and adjusted by the National Geodetic Survey in August 1997.
 ML1036
 ML1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1036.GEOID18 height accuracy estimate available here.
 ML1036
 ML1036.Click photographs - Photos may exist for this station.
 ML1036
 ML1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1036
 ML1036. The following values were computed from the NAD 83(1995) position.
 ML1036
 ML1036;                    North         East     Units Scale Factor Converg.
 ML1036;SPC NE       -   206,087.583   666,074.236   MT  0.99966280   +1 19 19.8
 ML1036;SPC NE       -   676,139.01  2,185,278.56   sFT  0.99966280   +1 19 19.8
 ML1036;UTM  14      - 4,613,870.648   582,837.854   MT  0.99968444   +0 39 42.1
 ML1036
 ML1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8283713870(NAD 83)
 ML1036
 ML1036                          SUPERSEDED SURVEY CONTROL
 ML1036
 ML1036  NAD 83(1986)-  41 40 20.26202(N)    098 00 17.47018(W) AD(       ) 3
 ML1036  NAD 27      -  41 40 20.22136(N)    098 00 16.24946(W) AD(       ) 3
 ML1036
 ML1036.Superseded values are not recommended for survey control.
 ML1036
 ML1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1036.See file dsdata.pdf to determine how the superseded data were derived.
 ML1036
 ML1036_MARKER: 42 = RADIO/TV MAST
 ML1036
 ML1036  HISTORY     - Date     Condition        Report By
 ML1036  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1036
 ML1036                          STATION DESCRIPTION
 ML1036
 ML1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1036'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ALBION,
 ML1036'CORNHUSKER RURAL ELECTRIC ASSOCIATION, KAC 53 RADIO MAST THAT IS
 ML1036'LOCATED ABOUT 11 MILES NORTHEAST OF CEDAR RAPIDS, 10 MILES
 ML1036'NORTHWEST OF ST EDWARDS AND 1.5 MILES SOUTH OF ALBION.  THE MAST
 ML1036'IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 ML1036'RED AND WHITE AND IS 180 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1954 ***********************************************************************
 MK1954  DESIGNATION -  ALBION TV STA KHQL MAST
 MK1954  PID         -  MK1954
 MK1954  STATE/COUNTY-  NE/BOONE
 MK1954  COUNTRY     -  US
 MK1954  USGS QUAD   -  ALBION EAST (2017)
 MK1954
 MK1954                         *CURRENT SURVEY CONTROL
 MK1954  ______________________________________________________________________
 MK1954* NAD 83(1995) POSITION- 41 40 54.76786(N) 097 52 39.41013(W)   ADJUSTED
 MK1954  ______________________________________________________________________
 MK1954  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 MK1954  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 MK1954  HORZ ORDER      -  THIRD
 MK1954
 MK1954.The horizontal coordinates were established by classical geodetic methods
 MK1954.and adjusted by the National Geodetic Survey in August 1997.
 MK1954
 MK1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1954.GEOID18 height accuracy estimate available here.
 MK1954
 MK1954.Click photographs - Photos may exist for this station.
 MK1954
 MK1954.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1954
 MK1954. The following values were computed from the NAD 83(1995) position.
 MK1954
 MK1954;                    North         East     Units Scale Factor Converg.
 MK1954;SPC NE       -   207,403.907   676,637.149   MT  0.99966330   +1 24 23.4
 MK1954;SPC NE       -   680,457.65  2,219,933.71   sFT  0.99966330   +1 24 23.4
 MK1954;UTM  14      - 4,615,065.197   593,415.580   MT  0.99970739   +0 44 47.2
 MK1954
 MK1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9341515065(NAD 83)
 MK1954
 MK1954                          SUPERSEDED SURVEY CONTROL
 MK1954
 MK1954  NAD 83(1986)-  41 40 54.77575(N)    097 52 39.41596(W) AD(       ) 3
 MK1954  NAD 27      -  41 40 54.73527(N)    097 52 38.21696(W) AD(       ) 3
 MK1954
 MK1954.Superseded values are not recommended for survey control.
 MK1954
 MK1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1954.See file dsdata.pdf to determine how the superseded data were derived.
 MK1954
 MK1954_MARKER: 42 = RADIO/TV MAST
 MK1954
 MK1954  HISTORY     - Date     Condition        Report By
 MK1954  HISTORY     - 1972     FIRST OBSERVED   NGS
 MK1954
 MK1954                          STATION DESCRIPTION
 MK1954
 MK1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1954'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ALBION, CHANNEL
 MK1954'8 KHQL TELEVISION MAST THAT IS LOCATED ABOUT 17 MILES NORTHEAST
 MK1954'OF CEDAR RAPIDS, 7 MILES NORTH OF ST EDWARDS AND 6 MILES EAST OF
 MK1954'ALBION.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 MK1954'ALTERNATE BANDS OF RED AND WHITE AND IS 1143 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1152 ***********************************************************************
 LH1152  DESIGNATION -  ALDA
 LH1152  PID         -  LH1152
 LH1152  STATE/COUNTY-  NE/HALL
 LH1152  COUNTRY     -  US
 LH1152  USGS QUAD   -  ALDA (2017)
 LH1152
 LH1152                         *CURRENT SURVEY CONTROL
 LH1152  ______________________________________________________________________
 LH1152* NAD 83(1995) POSITION- 40 52 23.14864(N) 098 27 39.98591(W)   ADJUSTED
 LH1152* NAVD 88 ORTHO HEIGHT -   581.915 (meters)     1909.17  (feet) ADJUSTED
 LH1152  ______________________________________________________________________
 LH1152  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 LH1152  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 LH1152  DYNAMIC HEIGHT  -        581.607 (meters)     1908.16  (feet) COMP
 LH1152  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 LH1152
 LH1152  HORZ ORDER      -  THIRD
 LH1152  VERT ORDER      -  FIRST     CLASS II
 LH1152
 LH1152.The horizontal coordinates were established by classical geodetic methods
 LH1152.and adjusted by the National Geodetic Survey in August 1997.
 LH1152
 LH1152.The orthometric height was determined by differential leveling and
 LH1152.adjusted by the NATIONAL GEODETIC SURVEY
 LH1152.in May 1993.
 LH1152
 LH1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1152.GEOID18 height accuracy estimate available here.
 LH1152
 LH1152.Click photographs - Photos may exist for this station.
 LH1152
 LH1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1152
 LH1152.The dynamic height is computed by dividing the NAVD 88
 LH1152.geopotential number by the normal gravity value computed on the
 LH1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1152.degrees latitude (g = 980.6199 gals.).
 LH1152
 LH1152.The modeled gravity was interpolated from observed gravity values.
 LH1152
 LH1152. The following values were computed from the NAD 83(1995) position.
 LH1152
 LH1152;                    North         East     Units Scale Factor Converg.
 LH1152;SPC NE       -   116,596.227   629,679.763   MT  0.99971914   +1 01 11.4
 LH1152;SPC NE       -   382,532.79  2,065,874.36   sFT  0.99971914   +1 01 11.4
 LH1152;UTM  14      - 4,524,809.506   545,408.623   MT  0.99962538   +0 21 09.5
 LH1152
 LH1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1152!SPC NE       -   0.99991263  x   0.99971914  =   0.99963180
 LH1152!UTM  14      -   0.99991263  x   0.99962538  =   0.99953805
 LH1152
 LH1152:                Primary Azimuth Mark                     Grid Az
 LH1152:SPC NE       -  G 279                                    234 59 29.7
 LH1152:UTM  14      -  G 279                                    235 39 31.6
 LH1152
 LH1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4540824809(NAD 83)
 LH1152
 LH1152|---------------------------------------------------------------------|
 LH1152| PID    Reference Object                     Distance      Geod. Az  |
 LH1152|                                                           dddmmss.s |
 LH1152| CN8546 ALDA AZ MK                                         0585705.4 |
 LH1152| CN8547 ALDA RM 1                            20.030 METERS 05930     |
 LH1152| LH1143 DONIPHAN MUNICIPAL TANK             APPROX.13.5 KM 1451157.8 |
 LH1152| LH0078 G 279                               APPROX. 0.7 KM 2360041.1 |
 LH1152| CN8549 ALDA RM 3                            19.642 METERS 23638     |
 LH1152| CN8548 ALDA RM 2                            19.849 METERS 29355     |
 LH1152| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 5.5 KM 3442533.9 |
 LH1152|---------------------------------------------------------------------|
 LH1152
 LH1152                          SUPERSEDED SURVEY CONTROL
 LH1152
 LH1152  NAD 83(1986)-  40 52 23.15580(N)    098 27 39.98720(W) AD(       ) 3
 LH1152  NAD 27      -  40 52 23.10800(N)    098 27 38.75100(W) AD(       ) 3
 LH1152  NGVD 29 (02/14/92)  581.667  (m)         1908.35   (f) ADJUSTED    1 2
 LH1152  NGVD 29 (07/19/86)  581.6    (m)         1908.     (f) VERT ANG       
 LH1152
 LH1152.Superseded values are not recommended for survey control.
 LH1152
 LH1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1152.See file dsdata.pdf to determine how the superseded data were derived.
 LH1152
 LH1152_MARKER: DS = TRIANGULATION STATION DISK
 LH1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1152_STAMPING: ALDA 1950
 LH1152_MARK LOGO: CGS
 LH1152_PROJECTION: RECESSED 8 CENTIMETERS
 LH1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1152+STABILITY: SURFACE MOTION
 LH1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1152+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2019
 LH1152
 LH1152  HISTORY     - Date     Condition        Report By
 LH1152  HISTORY     - 1950     MONUMENTED       CGS
 LH1152  HISTORY     - 1950     GOOD             CGS
 LH1152  HISTORY     - 1960     GOOD             USGS
 LH1152  HISTORY     - 1978     GOOD             NGS
 LH1152  HISTORY     - 19911021 GOOD             NGS
 LH1152  HISTORY     - 20110303 GOOD             JEOCON
 LH1152  HISTORY     - 20190808 GOOD             NE-109
 LH1152
 LH1152                          STATION DESCRIPTION
 LH1152
 LH1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1152'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF GRAND ISLAND,
 LH1152'ABOUT 0.35 MILE NORTHEAST OF ALDA RAILROAD DEPOT AND ON THE NORTH
 LH1152'SIDE OF US HIGHWAY 30, IN A TRIANGLE FORMED BY THE HIGHWAY, A
 LH1152'GRAVEL ROAD AND THE RAILROAD TRACKS.  IT IS 43 FT. NORTH OF THE
 LH1152'CENTERLINE OF US HIGHWAY 30, 29 FEET SE OF THE SE RAIL OF THE
 LH1152'RAILROAD TRACKS, 74.6 FEET WEST OF THE WEST END OF A CONCRETE
 LH1152'CULVERT, AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 LH1152'MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, ALDA
 LH1152'1950.
 LH1152'
 LH1152'REFERENCE MARK NO. 1 IS NEAR THE EAST POINT OF THE TRIANGLE
 LH1152'MENTIONED ABOVE, 9 FEET NORTHWEST OF THE WEST END OF A CONCRETE
 LH1152'CULVERT AND 42-1/2 FEET NORTH OF THE CENTERLINE OF US HIGHWAY 30.
 LH1152'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED, ALDA NO
 LH1152'1 1950.
 LH1152'
 LH1152'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST CORNER OF THE TRIANGLE
 LH1152'MENTIONED ABOVE, 18 FEET SOUTHEAST OF THE EAST RAIL OF THE
 LH1152'RAILROAD TRACKS, AND 31 FEET NORTH OF THE APPROXIMATE CENTERLINE
 LH1152'OF THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LH1152'DISC IS STAMPED, ALDA NO 2 1950.
 LH1152'
 LH1152'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY 30, 43
 LH1152'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 7-1/2 FEET WEST OF A
 LH1152'POWER-LINE BRACE POLE, 9 FEET SOUTH OF A RIGHT-OF-WAY FENCE LINE,
 LH1152'AND 1-1/2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LH1152'ABOUT 8 INCHES AND THE DISC IS STAMPED, ALDA 1950.
 LH1152'
 LH1152'STATION WAS REACHED FROM THE POST OFFICE IN GRAND ISLAND BY GOING
 LH1152'WEST AND SOUTHWEST ON US HIGHWAY 30 FOR 6.85 MILES TO THE AZIMUTH
 LH1152'MARK ON THE RIGHT OR NORTH SIDE OF THE HIGHWAY.  CONTINUE
 LH1152'NORTHWEST ON HIGHWAY FOR 0.3 MILE TO THE STATION SITE ON THE RIGHT
 LH1152'AS DESCRIBED ABOVE.
 LH1152'
 LH1152'A 77 FOOT TOWER AT DONIPHAN WAS VISIBLE FROM THE GROUND.
 LH1152'
 LH1152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1152
 LH1152                          STATION RECOVERY (1950)
 LH1152
 LH1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1152'RECOVERED IN GOOD CONDITION.
 LH1152
 LH1152                          STATION RECOVERY (1960)
 LH1152
 LH1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH1152'STATION, REFERENCE AND AZIMUTH MARKS WERE ALL FOUND IN GOOD
 LH1152'CONDITION.  STATION IS NOW 91 FEET SE OF THE SE RAIL OF THE
 LH1152'RAILROAD TRACKS AT A GRAVEL ROAD, AND 25.5 FEET S OF A POWER POLE.
 LH1152
 LH1152                          STATION RECOVERY (1978)
 LH1152
 LH1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LH1152'SURFACE STATION MARK WAS RECOVERED AS WAS REFERENCE MARK 2.  IT WAS
 LH1152'NOTED THE ARROW ON REFERENCE MARK 2 POINTS TOWARD THE LOCATION OF
 LH1152'REFERENCE MARK 1 WHICH WAS NOT FOUND.  IT WAS ALSO NOTED A BURIED
 LH1152'CABLE LIES UNDER OR VERY NEAR REFERENCE MARK 2 WHICH IS BELIEVED TO
 LH1152'HAVE BEEN DISTURBED BY THE LAYING OF THE CABLE.  A NEW METAL CULVERT
 LH1152'HAS REPLACED THE FORMER CONCRETE CULVERT NEAR REFERENCE MARK 1 AND IT
 LH1152'IS BELIEVED THE REFERENCE MARK HAS BEEN DESTROYED.  A LENGTHY SEARCH
 LH1152'FOR THE AZIMUTH MARK PRODUCED NO RESULTS.  PREVIOUS REFERENCE OBJECTS
 LH1152'ARE GONE AND VERY TALL GRASS COVERS THE LOCATION.  REFERENCE MARK 3
 LH1152'WAS SET AND BENCH MARK G 279 NOW SERVES AS THE AZIMUTH MARK.  THE
 LH1152'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.040 METER SHORTER THAN
 LH1152'BEFORE.  REFERENCE MEASUREMENTS TO THE STATION FROM THE 1961 RECOVERY
 LH1152'WERE VERIFIED.  FOLLOWING IS A NEW DESCRIPTION.
 LH1152'
 LH1152'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF GRAND ISLAND, 1/2
 LH1152'MILE NORTHEAST OF ALDA AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 30 AT
 LH1152'ITS JUNCTION WITH AN EAST-WEST GRAVELED ROAD AND A RAILROAD SPUR
 LH1152'LEADING NORTH.
 LH1152'
 LH1152'TO REACH THE STATION FROM THE POST OFFICE IN ALDA, GO NORTHEAST ON
 LH1152'U.S. HIGHWAY 30 FOR 0.4 MILE TO THE STATION ON THE LEFT IN A
 LH1152'TRIANGULAR SHAPED GRASSY AREA FORMED BY THE JUNCTION OF THE HIGHWAY,
 LH1152'THE GRAVELED ROAD AND THE RAILROAD SPUR.
 LH1152'
 LH1152'BENCH MARK G 279 IS IN ALDA, AT THE JUNCTION OF THE HIGHWAY, WHICH IS
 LH1152'ALSO FRONT STREET, AND VINE STREET.  TO REACH FROM THE STATION, GO
 LH1152'SOUTHWEST ON THE HIGHWAY FOR 0.45 MILE TO THE MARK ON THE LEFT.
 LH1152'
 LH1152'STATION MARK IS A STANDARD DISK, STAMPED---ALDA 1950---SET IN THE TOP
 LH1152'OF A 12-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 91.0
 LH1152'FEET SOUTHEAST OF THE EAST RAIL, 40.0 FEET NORTHWEST OF THE
 LH1152'CENTERLINE OF THE HIGHWAY, 25.5 FEET SOUTH OF A POWERLINE POLE AND
 LH1152'2.0 FEET EAST OF THE BASE OF A GUY WIRE FOR THE POLE.
 LH1152'
 LH1152'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ALDA NO 2 1950---SET
 LH1152'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 LH1152'INCHES.  IT IS 57.0 FEET WEST OF THE POWERLINE POLE, 25.0 FEET SOUTH
 LH1152'OF THE CENTERLINE OF THE GRAVELED ROAD AND 18.0 FEET EAST OF THE
 LH1152'RAIL.
 LH1152'
 LH1152'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ALDA 1950 NO 3
 LH1152'1978--- SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST WHICH
 LH1152'PROJECTS 4 INCHES.  IT IS 46.0 FEET EAST OF THE EAST RAIL, 41.0 FEET
 LH1152'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FEET NORTHEAST OF
 LH1152'A WITNESS POST.
 LH1152'
 LH1152'BENCH MARK G 279 IS A STANDARD DISK, STAMPED---G 279 1949---SET IN THE
 LH1152'TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 LH1152'110 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32.0 FEET NORTH OF
 LH1152'THE NORTH RAIL OF 2 TRACKS, 23.0 FEET EAST OF THE PROJECTED
 LH1152'CENTERLINE OF VINE STREET, 7.0 FEET WEST OF A POWERLINE POLE AND 2.0
 LH1152'FEET NORTH OF A WITNESS POST.
 LH1152'
 LH1152'REFERENCE MARK 2 IS ABOUT 1 FOOT HIGHER IN ELEVATION THAT THE
 LH1152'STATION AND REFERENCE MARK 3 IS ABOUT THE SAME ELEVATION AS THE
 LH1152'STATION.
 LH1152
 LH1152                          STATION RECOVERY (1991)
 LH1152
 LH1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1152'0.6 KM (0.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 30 FROM THE POST
 LH1152'OFFICE IN ALDA, 25.8 M (84.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH1152'BURLINGTON NORTHERN RAILROAD, 16.6 M (54.5 FT) SOUTH OF THE CENTER OF
 LH1152'A GRAVELED ROAD, 13.1 M (43.0 FT) NORTHWEST OF THE HIGHWAY
 LH1152'CENTERLINE, 9.4 M (30.8 FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6
 LH1152'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LH1152'GROUND SURFACE.
 LH1152
 LH1152                          STATION RECOVERY (2011)
 LH1152
 LH1152'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2011
 LH1152'RECOVERED IN GOOD CONDITION.
 LH1152
 LH1152                          STATION RECOVERY (2019)
 LH1152
 LH1152'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0685 ***********************************************************************
 MJ0685  DESIGNATION -  ALDEN
 MJ0685  PID         -  MJ0685
 MJ0685  STATE/COUNTY-  NE/CASS
 MJ0685  COUNTRY     -  US
 MJ0685  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0685
 MJ0685                         *CURRENT SURVEY CONTROL
 MJ0685  ______________________________________________________________________
 MJ0685* NAD 83(1995) POSITION- 41 01 16.01127(N) 095 54 04.79508(W)   ADJUSTED
 MJ0685* NAVD 88 ORTHO HEIGHT -   355.208 (meters)     1165.38  (feet) ADJUSTED
 MJ0685  ______________________________________________________________________
 MJ0685  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 MJ0685  LAPLACE CORR    -         -7.68  (seconds)                    DEFLEC18
 MJ0685  DYNAMIC HEIGHT  -        355.058 (meters)     1164.89  (feet) COMP
 MJ0685  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 MJ0685
 MJ0685  HORZ ORDER      -  FIRST
 MJ0685  VERT ORDER      -  SECOND    CLASS 0
 MJ0685
 MJ0685.The horizontal coordinates were established by classical geodetic methods
 MJ0685.and adjusted by the National Geodetic Survey in August 1997.
 MJ0685
 MJ0685.The orthometric height was determined by differential leveling and
 MJ0685.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0685.in June 1991.
 MJ0685
 MJ0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0685.GEOID18 height accuracy estimate available here.
 MJ0685
 MJ0685.Click photographs - Photos may exist for this station.
 MJ0685
 MJ0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ0685
 MJ0685.The dynamic height is computed by dividing the NAVD 88
 MJ0685.geopotential number by the normal gravity value computed on the
 MJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0685.degrees latitude (g = 980.6199 gals.).
 MJ0685
 MJ0685.The modeled gravity was interpolated from observed gravity values.
 MJ0685
 MJ0685. The following values were computed from the NAD 83(1995) position.
 MJ0685
 MJ0685;                    North         East     Units Scale Factor Converg.
 MJ0685;SPC NE       -   140,042.215   844,497.621   MT  0.99969415   +2 42 58.2
 MJ0685;SPC NE       -   459,455.17  2,770,655.94   sFT  0.99969415   +2 42 58.2
 MJ0685;UTM  15      - 4,545,156.597   256,056.799   MT  1.00033247   -1 54 18.7
 MJ0685
 MJ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0685!SPC NE       -   0.99994856  x   0.99969415  =   0.99964273
 MJ0685!UTM  15      -   0.99994856  x   1.00033247  =   1.00028102
 MJ0685
 MJ0685:                Primary Azimuth Mark                     Grid Az
 MJ0685:SPC NE       -  ALDEN AZ MK                              276 19 45.1
 MJ0685:UTM  15      -  ALDEN AZ MK                              280 57 02.0
 MJ0685
 MJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5605645156(NAD 83)
 MJ0685
 MJ0685|---------------------------------------------------------------------|
 MJ0685| PID    Reference Object                     Distance      Geod. Az  |
 MJ0685|                                                           dddmmss.s |
 MJ0685| MJ1206 GLENWOOD MUNICIPAL TANK             APPROX.13.1 KM 0760057.2 |
 MJ0685| MJ0686 ALDEN RM 1                           39.837 METERS 08008     |
 MJ0685| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 1.2 KM 1003031.6 |
 MJ0685| MJ1213 PLATTSMOUTH CASS CO CTHSE CUP       APPROX. 1.8 KM 1245414.8 |
 MJ0685| MJ1217 PLATTSMOUTH CENTER HS CUPOLA        APPROX. 1.4 KM 1382447.3 |
 MJ0685| MJ0687 ALDEN RM 2                           28.039 METERS 18213     |
 MJ0685| CL6731 ALDEN AZ MK                                        2790243.3 |
 MJ0685| MJ1223 S OMAHA ARMOUR PACKING CO TANK      APPROX.21.1 KM 3465057.1 |
 MJ0685|---------------------------------------------------------------------|
 MJ0685
 MJ0685                          SUPERSEDED SURVEY CONTROL
 MJ0685
 MJ0685  NAD 83(1986)-  41 01 16.01961(N)    095 54 04.79239(W) AD(       ) 1
 MJ0685  NAD 27      -  41 01 16.02399(N)    095 54 03.75589(W) AD(       ) 1
 MJ0685  NGVD 29 (??/??/92)  355.109  (m)         1165.05   (f) ADJ UNCH    2 0
 MJ0685  NGVD 29             355.11   (m)         1165.1    (f) LEVELING    3  
 MJ0685
 MJ0685.Superseded values are not recommended for survey control.
 MJ0685
 MJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0685.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0685
 MJ0685_MARKER: DS = TRIANGULATION STATION DISK
 MJ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0685_STAMPING: ALDEN 1934
 MJ0685_MARK LOGO: CGS
 MJ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0685+STABILITY: SURFACE MOTION
 MJ0685
 MJ0685  HISTORY     - Date     Condition        Report By
 MJ0685  HISTORY     - 1934     MONUMENTED       CGS
 MJ0685  HISTORY     - 1947     GOOD             CGS
 MJ0685  HISTORY     - 1974     MARK NOT FOUND   NGS
 MJ0685
 MJ0685                          STATION DESCRIPTION
 MJ0685
 MJ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0685'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 12, T. 12 N., R.
 MJ0685'13 E., ON A HIGH HILL NEAR THE NORTHWEST CORNER OF THE CITY LIMITS
 MJ0685'OF PLATTSMOUTH, ON LAND OWNED BY H. ALDEN, 35.5 FEET EAST OF
 MJ0685'CENTERLINE OF DIRT ROAD, 9.0 FEET EAST OF FENCE AND 10.0 FEET
 MJ0685'SOUTH OF ANOTHER FENCE.
 MJ0685'
 MJ0685'TO REACH FROM INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 75
 MJ0685'IN PLATTSMOUTH, GO NORTH 0.25 MILE ON U.S. HIGHWAY 75 TO CHEVROLET
 MJ0685'GARAGE, CONTINUE ON U.S. HIGHWAY 75 FOR 0.05 MILE AND TURN WEST
 MJ0685'ONTO AVENUE C, GO WEST 0.35 MILE TO RAILROAD UNDERPASS AND
 MJ0685'CONTINUE WEST FROM UNDERPASS 0.15 MILE TO T-FORK, TURN NORTH AND
 MJ0685'GO 0.45 MILE TO TOP OF HILL AND STATION ON EAST SIDE.
 MJ0685'
 MJ0685'REFERENCE MARK NO. 1 IS 64.78 FEET EAST OF STATION AND 1.0 FOOT
 MJ0685'SOUTH OF FENCE.
 MJ0685'
 MJ0685'REFERENCE MARK NO. 2 IS 91.99 FEET SOUTH OF STATION AND 0.5 FOOT
 MJ0685'EAST OF FENCE.
 MJ0685'
 MJ0685'AZIMUTH MARK IS ABOUT 1.0 MILE WEST OF STATION.  TO REACH, GO
 MJ0685'SOUTH 0.45 MILE TO GRAVEL ROAD, TURN WEST, GO 1.0 MILE TO DIRT
 MJ0685'ROAD, TURN NORTH AND GO 0.7 MILE TO MARK ON EAST SIDE.  MARK IS
 MJ0685'1.5 FEET SOUTH OF FENCE, 1.0 FOOT EAST OF ANOTHER FENCE, 18.5
 MJ0685'FEET EAST OF CENTERLINE OF DIRT ROAD AND ABOUT 150 FEET
 MJ0685'EAST-NORTHEAST OF A FARMHOUSE.
 MJ0685'
 MJ0685'HEIGHT OF LIGHT ABOVE STATION MARK - 19.5 METERS.
 MJ0685
 MJ0685                          STATION RECOVERY (1947)
 MJ0685
 MJ0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0685'1.3 MI NW FROM PLATTSMOUTH.
 MJ0685'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0685'PLATTSMOUTH, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 75, THENCE
 MJ0685'0.5 MILE WEST ALONG AVENUE C, THENCE 0.4 MILE NORTH ALONG A
 MJ0685'GRADED DIRT ROAD, 23 YARDS SOUTH OF A FARMHOUSE, 11.0 FEET
 MJ0685'SOUTH OF A FENCE, 10.0 FEET EAST OF A FENCE, 7.0 FEET EAST OF A
 MJ0685'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 1
 MJ0685'INCH BELOW THE GROUND.
 MJ0685
 MJ0685                          STATION RECOVERY (1974)
 MJ0685
 MJ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ0685'A THOROUGH SEARCH WAS MADE FOR THE MARKS FOR THIS STATION, AND NO
 MJ0685'MARKS COULD BE FOUND, THE DIRT ROAD MENTIONED IN THE 1934
 MJ0685'DESCRIPTION IS NOW A GRAVELED ROAD.  NO OLD TIE LINES VISIBLE
 MJ0685'FROM THE STATION SITE DUE TO TREES.
 MJ0685'
 MJ0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR THE
 MJ0685'NORTHWEST CORNER OF THE CITY LIMITS OF PLATTSMOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0358 ***********************************************************************
 MN0358  DESIGNATION -  ALDEN
 MN0358  PID         -  MN0358
 MN0358  STATE/COUNTY-  NE/MORRILL
 MN0358  COUNTRY     -  US
 MN0358  USGS QUAD   -  BROADWATER SW (2017)
 MN0358
 MN0358                         *CURRENT SURVEY CONTROL
 MN0358  ______________________________________________________________________
 MN0358* NAD 83(1995) POSITION- 41 34 06.49229(N) 102 59 09.72321(W)   ADJUSTED
 MN0358* NAVD 88 ORTHO HEIGHT -  1173.376 (meters)     3849.65  (feet) ADJUSTED
 MN0358  ______________________________________________________________________
 MN0358  GEOID HEIGHT    -        -19.676 (meters)                     GEOID18
 MN0358  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 MN0358  DYNAMIC HEIGHT  -       1172.625 (meters)     3847.19  (feet) COMP
 MN0358  MODELED GRAVITY -    979,942.3   (mgal)                       NAVD 88
 MN0358
 MN0358  HORZ ORDER      -  SECOND
 MN0358  VERT ORDER      -  FIRST     CLASS II
 MN0358
 MN0358.The horizontal coordinates were established by classical geodetic methods
 MN0358.and adjusted by the National Geodetic Survey in August 1997.
 MN0358
 MN0358.The orthometric height was determined by differential leveling and
 MN0358.adjusted by the NATIONAL GEODETIC SURVEY
 MN0358.in June 1991.
 MN0358
 MN0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0358.GEOID18 height accuracy estimate available here.
 MN0358
 MN0358.Click photographs - Photos may exist for this station.
 MN0358
 MN0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0358
 MN0358.The dynamic height is computed by dividing the NAVD 88
 MN0358.geopotential number by the normal gravity value computed on the
 MN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0358.degrees latitude (g = 980.6199 gals.).
 MN0358
 MN0358.The modeled gravity was interpolated from observed gravity values.
 MN0358
 MN0358. The following values were computed from the NAD 83(1995) position.
 MN0358
 MN0358;                    North         East     Units Scale Factor Converg.
 MN0358;SPC NE       -   196,943.056   251,074.746   MT  0.99965919   -1 58 43.8
 MN0358;SPC NE       -   646,137.34    823,734.40   sFT  0.99965919   -1 58 43.8
 MN0358;UTM  13      - 4,603,824.347   667,918.192   MT  0.99994700   +1 20 11.8
 MN0358
 MN0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0358!SPC NE       -   0.99981908  x   0.99965919  =   0.99947833
 MN0358!UTM  13      -   0.99981908  x   0.99994700  =   0.99976608
 MN0358
 MN0358:                Primary Azimuth Mark                     Grid Az
 MN0358:SPC NE       -  ALDEN AZ MK                              172 26 44.8
 MN0358:UTM  13      -  ALDEN AZ MK                              169 07 49.2
 MN0358
 MN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6791803824(NAD 83)
 MN0358
 MN0358|---------------------------------------------------------------------|
 MN0358| PID    Reference Object                     Distance      Geod. Az  |
 MN0358|                                                           dddmmss.s |
 MN0358| CP7278 ALDEN RM 1                           22.958 METERS 12255     |
 MN0358| MN0359 ALDEN AZ MK                                        1702801.0 |
 MN0358| CP7279 ALDEN RM 2                           22.226 METERS 21103     |
 MN0358|---------------------------------------------------------------------|
 MN0358
 MN0358                          SUPERSEDED SURVEY CONTROL
 MN0358
 MN0358  NAD 83(1993)-  41 34 06.49194(N)    102 59 09.72323(W) AD(       ) 2
 MN0358  NAD 83(1986)-  41 34 06.48527(N)    102 59 09.72601(W) AD(       ) 2
 MN0358  NAD 27      -  41 34 06.57120(N)    102 59 07.98420(W) AD(       ) 2
 MN0358
 MN0358.Superseded values are not recommended for survey control.
 MN0358
 MN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0358.See file dsdata.pdf to determine how the superseded data were derived.
 MN0358
 MN0358_MARKER: DS = TRIANGULATION STATION DISK
 MN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0358_STAMPING: ALDEN 1963
 MN0358_MARK LOGO: CGS
 MN0358_PROJECTION: FLUSH
 MN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0358+STABILITY: SURFACE MOTION
 MN0358
 MN0358  HISTORY     - Date     Condition        Report By
 MN0358  HISTORY     - 1963     MONUMENTED       CGS
 MN0358  HISTORY     - 1985     GOOD             NGS
 MN0358
 MN0358                          STATION DESCRIPTION
 MN0358
 MN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0358'THE STATION IS LOCATED 9-1/4 MILES SOUTHEAST OF BRIDGEPORT,
 MN0358'7-1/2 MILES WEST-SOUTHWEST OF BROADWATER, AND 2-3/4 MILES
 MN0358'EAST-NORTHEAST OF ALDEN SIDING ON THE C.B. AND Q. R.R.  IT IS ON
 MN0358'A GRASSY RIDGE IN PASTURE LAND, ON THE WEST SIDE OF U.S. HIGHWAY
 MN0358'385, AND ON LAND OWNED AT PRESENT BY ROY HART.
 MN0358'
 MN0358'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, GO WEST
 MN0358'1/2 BLOCK TO U.S. HIGHWAY 385.  TURN RIGHT AND GO NORTH ON U.S.
 MN0358'HIGHWAY 385 FOR 9.8 MILES TO A BRIDGE OVER DEEP HOLE CREEK.
 MN0358'CONTINUE NORTH 1.5 MILES TO A GATE IN THE WEST SIDE RIGHT-OF-WAY
 MN0358'FENCE AND THE AZIMUTH MARK.  PASS THROUGH GATE AND GO
 MN0358'NORTH-NORTHWEST TO THE SOUTH END OF THE SNOW FENCE ALONG THE
 MN0358'WEST SIDE OF U.S. HIGHWAY 385, THENCE CLIMB ALONG THE WEST SIDE
 MN0358'OF SNOW FENCE TO TOP OF RIDGE AND TURN LEFT TO THE STATION AS
 MN0358'DESCRIBED FOR A TOTAL DISTANCE OF 0.5 MILE.
 MN0358'
 MN0358'THE STATION MARK IS A STANDARD DISK STAMPED ALDEN 1963 SET
 MN0358'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0358'SURFACE OF THE GROUND.  IT IS 264 FEET WEST OF THE SNOW FENCE.
 MN0358'
 MN0358'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALDEN NO 1
 MN0358'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0358'THE SURFACE OF THE GROUND.  IT IS 207 FEET WEST OF THE SNOW FENCE
 MN0358'AND AT THE SAME ELEVATION AS THE STATION MARK.
 MN0358'
 MN0358'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALDEN NO 2
 MN0358'1963 SET IN THE TOP OF A 12-INCH CONCRETE CLYINDER SET FLUSH
 MN0358'WITH THE SURFACE OF THE GROUND.  IT IS 14 INCHES LOWER THAN
 MN0358'STATION ELEVATION.
 MN0358'
 MN0358'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALDEN 1963 SET IN
 MN0358'THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE
 MN0358'OF THE GROUND.  IT IS 50 FEET WEST OF THE CENTER LINE OF U.S.
 MN0358'HIGHWAY 385, 17 FEET NORTH OF THE CENTER OF THE GATE IN THE WEST
 MN0358'RIGHT-OF-WAY FENCE, AND 2 FEET NORTH-NORTHWEST OF A METAL
 MN0358'WITNESS POST WITH SIGN.
 MN0358
 MN0358                          STATION RECOVERY (1985)
 MN0358
 MN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0358'16.5 KM (10.25 MI) SE FROM BRIDGEPORT.
 MN0358'16.5 KM (10.25 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0358'NORTHERN RAILROAD STATION AT BRIDGEPORT, ACROSS THE HIGHWAY AND ON THE
 MN0358'HIGHEST POINT OF A KNOLL FROM BENCH MARK X 417 1985, 122.0 METERS
 MN0358'(400 FT) (SLOPE DISTANCE) WEST OF THE HIGHWAY CENTERLINE.
 MN0358'THE MARK IS 15.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0359 ***********************************************************************
 MN0359  DESIGNATION -  ALDEN AZ MK
 MN0359  PID         -  MN0359
 MN0359  STATE/COUNTY-  NE/MORRILL
 MN0359  COUNTRY     -  US
 MN0359  USGS QUAD   -  BROADWATER SW (2017)
 MN0359
 MN0359                         *CURRENT SURVEY CONTROL
 MN0359  ______________________________________________________________________
 MN0359* NAD 83(1986) POSITION- 41 33 47.     (N) 102 59 06.     (W)   SCALED
 MN0359* NAVD 88 ORTHO HEIGHT -  1147.835 (meters)     3765.86  (feet) ADJUSTED
 MN0359  ______________________________________________________________________
 MN0359  GEOID HEIGHT    -        -19.682 (meters)                     GEOID18
 MN0359  DYNAMIC HEIGHT  -       1147.097 (meters)     3763.43  (feet) COMP
 MN0359  MODELED GRAVITY -    979,940.9   (mgal)                       NAVD 88
 MN0359
 MN0359  VERT ORDER      -  FIRST     CLASS II
 MN0359
 MN0359.The horizontal coordinates were scaled from a map and have
 MN0359.an estimated accuracy of +/- 6 seconds.
 MN0359
 MN0359.The orthometric height was determined by differential leveling and
 MN0359.adjusted by the NATIONAL GEODETIC SURVEY
 MN0359.in June 1991.
 MN0359
 MN0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0359.GEOID18 height accuracy estimate available here.
 MN0359
 MN0359.Click photographs - Photos may exist for this station.
 MN0359
 MN0359.The dynamic height is computed by dividing the NAVD 88
 MN0359.geopotential number by the normal gravity value computed on the
 MN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0359.degrees latitude (g = 980.6199 gals.).
 MN0359
 MN0359.The modeled gravity was interpolated from observed gravity values.
 MN0359
 MN0359;                    North         East    Units  Estimated Accuracy
 MN0359;SPC NE       -   196,340.      251,140.      MT  (+/- 180 meters Scaled)
 MN0359
 MN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680032(NAD 83)
 MN0359
 MN0359                          SUPERSEDED SURVEY CONTROL
 MN0359
 MN0359.No superseded survey control is available for this station.
 MN0359
 MN0359_MARKER: DZ = AZIMUTH MARK DISK
 MN0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0359_STAMPING: ALDEN 1963
 MN0359_MARK LOGO: CGS
 MN0359_PROJECTION: RECESSED 20 CENTIMETERS
 MN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0359+STABILITY: SURFACE MOTION
 MN0359
 MN0359  HISTORY     - Date     Condition        Report By
 MN0359  HISTORY     - 1963     MONUMENTED       CGS
 MN0359  HISTORY     - 1985     GOOD             NGS
 MN0359
 MN0359                          STATION DESCRIPTION
 MN0359
 MN0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0359'17.2 KM (10.7 MI) SE FROM BRIDGEPORT.
 MN0359'17.2 KM (10.65 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0359'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A SAND FIELD ROAD LEADING
 MN0359'WEST, 15.2 METERS (50 FT) WEST OF THE HIGHWAY CENTERLINE, 5.8 METERS
 MN0359'(19 FT) NORTH OF THE CENTER OF THE ROAD AND 3.7 METERS (12 FT)
 MN0359'WEST-SOUTHWEST OF THE NORTH END OF A 18-INCH PIPE VULVERT UNDER THE
 MN0359'SAND ROAD.
 MN0359'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 MN0359'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0686 ***********************************************************************
 MJ0686  DESIGNATION -  ALDEN RM 1
 MJ0686  PID         -  MJ0686
 MJ0686  STATE/COUNTY-  NE/CASS
 MJ0686  COUNTRY     -  US
 MJ0686  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0686
 MJ0686                         *CURRENT SURVEY CONTROL
 MJ0686  ______________________________________________________________________
 MJ0686* NAD 83(1986) POSITION- 41 01 16.23   (N) 095 54 03.12   (W)   HD_HELD1
 MJ0686* NAVD 88 ORTHO HEIGHT -   355.057 (meters)     1164.88  (feet) ADJUSTED
 MJ0686  ______________________________________________________________________
 MJ0686  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 MJ0686  DYNAMIC HEIGHT  -        354.907 (meters)     1164.39  (feet) COMP
 MJ0686  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MJ0686
 MJ0686  VERT ORDER      -  SECOND    CLASS 0
 MJ0686
 MJ0686.The horizontal coordinates were determined by differentially corrected
 MJ0686.hand held GPS observations or other comparable positioning techniques
 MJ0686.and have an estimated accuracy of +/- 3 meters.
 MJ0686
 MJ0686.The orthometric height was determined by differential leveling and
 MJ0686.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0686.in June 1991.
 MJ0686
 MJ0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0686.GEOID18 height accuracy estimate available here.
 MJ0686
 MJ0686.Click photographs - Photos may exist for this station.
 MJ0686
 MJ0686.The dynamic height is computed by dividing the NAVD 88
 MJ0686.geopotential number by the normal gravity value computed on the
 MJ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0686.degrees latitude (g = 980.6199 gals.).
 MJ0686
 MJ0686.The modeled gravity was interpolated from observed gravity values.
 MJ0686
 MJ0686;                    North         East    Units  Estimated Accuracy
 MJ0686;SPC NE       -   140,050.8     844,536.4     MT  (+/- 3 meters HH1 GPS) 
 MJ0686
 MJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5609645162(NAD 83)
 MJ0686
 MJ0686                          SUPERSEDED SURVEY CONTROL
 MJ0686
 MJ0686  NGVD 29 (??/??/92)  354.958  (m)         1164.56   (f) ADJ UNCH    2 0
 MJ0686
 MJ0686.Superseded values are not recommended for survey control.
 MJ0686
 MJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0686.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0686
 MJ0686_MARKER: DR = REFERENCE MARK DISK
 MJ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0686_STAMPING: ALDEN NO 1 1934
 MJ0686_MARK LOGO: CGS
 MJ0686_PROJECTION: FLUSH
 MJ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0686+STABILITY: SURFACE MOTION
 MJ0686
 MJ0686  HISTORY     - Date     Condition        Report By
 MJ0686  HISTORY     - 1934     MONUMENTED       CGS
 MJ0686  HISTORY     - 1947     GOOD             CGS
 MJ0686
 MJ0686                          STATION DESCRIPTION
 MJ0686
 MJ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0686'1.3 MI NW FROM PLATTSMOUTH.
 MJ0686'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0686'PLATTSMOUTH, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 75, THENCE
 MJ0686'0.5 MILE WEST ALONG AVENUE C, THENCE 0.4 MILE NORTH ALONG A
 MJ0686'GRADED DIRT ROAD, 97.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0686'ROAD, 65.0 FEET EAST OF ALDEN 1934, 2.0 FEET SOUTH OF A FENCE,
 MJ0686'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0687 ***********************************************************************
 MJ0687  DESIGNATION -  ALDEN RM 2
 MJ0687  PID         -  MJ0687
 MJ0687  STATE/COUNTY-  NE/CASS
 MJ0687  COUNTRY     -  US
 MJ0687  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0687
 MJ0687                         *CURRENT SURVEY CONTROL
 MJ0687  ______________________________________________________________________
 MJ0687* NAD 83(1986) POSITION- 41 01 15.10   (N) 095 54 04.84   (W)   HD_HELD1
 MJ0687* NAVD 88 ORTHO HEIGHT -   353.645 (meters)     1160.25  (feet) ADJUSTED
 MJ0687  ______________________________________________________________________
 MJ0687  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 MJ0687  DYNAMIC HEIGHT  -        353.496 (meters)     1159.76  (feet) COMP
 MJ0687  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MJ0687
 MJ0687  VERT ORDER      -  SECOND    CLASS 0
 MJ0687
 MJ0687.The horizontal coordinates were determined by differentially corrected
 MJ0687.hand held GPS observations or other comparable positioning techniques
 MJ0687.and have an estimated accuracy of +/- 3 meters.
 MJ0687
 MJ0687.The orthometric height was determined by differential leveling and
 MJ0687.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0687.in June 1991.
 MJ0687
 MJ0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0687.GEOID18 height accuracy estimate available here.
 MJ0687
 MJ0687.Click photographs - Photos may exist for this station.
 MJ0687
 MJ0687.The dynamic height is computed by dividing the NAVD 88
 MJ0687.geopotential number by the normal gravity value computed on the
 MJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0687.degrees latitude (g = 980.6199 gals.).
 MJ0687
 MJ0687.The modeled gravity was interpolated from observed gravity values.
 MJ0687
 MJ0687;                    North         East    Units  Estimated Accuracy
 MJ0687;SPC NE       -   140,014.1     844,497.9     MT  (+/- 3 meters HH1 GPS) 
 MJ0687
 MJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5605445128(NAD 83)
 MJ0687
 MJ0687                          SUPERSEDED SURVEY CONTROL
 MJ0687
 MJ0687  NGVD 29 (??/??/92)  353.546  (m)         1159.93   (f) ADJ UNCH    2 0
 MJ0687
 MJ0687.Superseded values are not recommended for survey control.
 MJ0687
 MJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0687.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0687
 MJ0687_MARKER: DR = REFERENCE MARK DISK
 MJ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0687_STAMPING: ALDEN NO 2 1934
 MJ0687_MARK LOGO: CGS
 MJ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0687+STABILITY: SURFACE MOTION
 MJ0687
 MJ0687  HISTORY     - Date     Condition        Report By
 MJ0687  HISTORY     - 1934     MONUMENTED       CGS
 MJ0687  HISTORY     - 1947     GOOD             CGS
 MJ0687
 MJ0687                          STATION DESCRIPTION
 MJ0687
 MJ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0687'1.3 MI NW FROM PLATTSMOUTH.
 MJ0687'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0687'PLATTSMOUTH, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 75, THENCE
 MJ0687'0.5 MILE WEST ALONG AVENUE C, THENCE 0.4 MILE NORTH ALONG A
 MJ0687'GRADED DIRT ROAD, 92.0 FEET SOUTH OF ALDEN 1934, 31.0 FEET
 MJ0687'EAST OF THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTHEAST OF A
 MJ0687'TELEPHONE POLE, 5.0 FEET EAST OF A FENCE, SET IN THE TOP OF A
 MJ0687'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1427 ***********************************************************************
 LG1427  DESIGNATION -  ALEXANDERIA AZ MK
 LG1427  PID         -  LG1427
 LG1427  STATE/COUNTY-  NE/THAYER
 LG1427  COUNTRY     -  US
 LG1427  USGS QUAD   -  TOBIAS SW (2017)
 LG1427
 LG1427                         *CURRENT SURVEY CONTROL
 LG1427  ______________________________________________________________________
 LG1427* NAD 83(1995) POSITION- 40 17 31.47252(N) 097 25 33.08879(W)   ADJUSTED
 LG1427* NAVD 88 ORTHO HEIGHT -   466.    (meters)     1529.    (feet) SCALED
 LG1427  ______________________________________________________________________
 LG1427  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 LG1427  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 LG1427  HORZ ORDER      -  THIRD
 LG1427
 LG1427.The horizontal coordinates were established by classical geodetic methods
 LG1427.and adjusted by the National Geodetic Survey in August 1997.
 LG1427
 LG1427.The orthometric height was scaled from a topographic map.
 LG1427
 LG1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1427.GEOID18 height accuracy estimate available here.
 LG1427
 LG1427.Click photographs - Photos may exist for this station.
 LG1427
 LG1427.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1427
 LG1427. The following values were computed from the NAD 83(1995) position.
 LG1427
 LG1427;                    North         East     Units Scale Factor Converg.
 LG1427;SPC NE       -    54,193.255   718,818.059   MT  0.99988072   +1 42 21.2
 LG1427;SPC NE       -   177,799.04  2,358,322.25   sFT  0.99988072   +1 42 21.2
 LG1427;UTM  14      - 4,461,364.330   633,796.836   MT  0.99982037   +1 01 05.2
 LG1427
 LG1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1427!SPC NE       -   0.99993107  x   0.99988072  =   0.99981179
 LG1427!UTM  14      -   0.99993107  x   0.99982037  =   0.99975145
 LG1427
 LG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3379661364(NAD 83)
 LG1427
 LG1427                          SUPERSEDED SURVEY CONTROL
 LG1427
 LG1427  NAD 83(1986)-  40 17 31.47881(N)    097 25 33.08874(W) AD(       ) 3
 LG1427
 LG1427.Superseded values are not recommended for survey control.
 LG1427
 LG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1427.See file dsdata.pdf to determine how the superseded data were derived.
 LG1427
 LG1427_MARKER: DZ = AZIMUTH MARK DISK
 LG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1427_STAMPING: ALEXANDERIA 1950
 LG1427_MARK LOGO: CGS
 LG1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1427+STABILITY: SURFACE MOTION
 LG1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1427+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1984
 LG1427
 LG1427  HISTORY     - Date     Condition        Report By
 LG1427  HISTORY     - 1950     MONUMENTED       CGS
 LG1427  HISTORY     - 19840810 GOOD             NGS
 LG1427
 LG1427                          STATION DESCRIPTION
 LG1427
 LG1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1427'RECOVERED IN GOOD CONDITION, ABOUT 11.3 KM (7.0 MI) WEST FROM DAYKIN,
 LG1427'5.6 KM (3.5 MI) NORTHWEST FROM ALEXANDRIA, 3.22 KM (2.00 MI) WEST
 LG1427'FROM STATE HIGHWAY 53, 3.22 KM (2.00 MI) SOUTH FROM STATE HIGHWAY 4
 LG1427'AND IN THE SOUTHEAST ANGLE OF A COUNTY ROAD INTERSECTION, ON
 LG1427'RIGHT-OF-WAY.
 LG1427'TO REACH FROM THE CO-OP GRAIN ELEVATOR AND A RAILROAD CROSSING, IN
 LG1427'DAYKIN, GO WEST ON STATE HIGHWAY 4 FOR 7.89 KM (4.90 MI) TO STATE
 LG1427'HIGHWAY 53. CONTINUE WEST ON HIGHWAY 4 FOR 3.22 KM (2.00 MI) TO A
 LG1427'GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH FOR 3.22 KM (2.00 MI) TO
 LG1427'THE STATION ON THE LEFT.
 LG1427'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4
 LG1427'INCHES ABOVE THE GROUND SURFACE.  IT IS 14.3 M (46.9 FT) SOUTHEAST
 LG1427'FROM THE CENTER OF THE INTERSECTION, 9.9 M (32.5 FT) SOUTH FROM THE
 LG1427'CENTERLINE FROM THE EAST-WEST ROAD, 8.8 M (28.9 FT) EAST FROM THE
 LG1427'CENTERLINE OF THE NORTH-SOUTH ROAD AND 0.3 M (1.0 FT) SOUTH FROM A
 LG1427'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0846 ***********************************************************************
 LG0846  DESIGNATION -  ALEXANDERIA RESET
 LG0846  PID         -  LG0846
 LG0846  STATE/COUNTY-  NE/THAYER
 LG0846  COUNTRY     -  US
 LG0846  USGS QUAD   -  TOBIAS SW (2017)
 LG0846
 LG0846                         *CURRENT SURVEY CONTROL
 LG0846  ______________________________________________________________________
 LG0846* NAD 83(1995) POSITION- 40 17 17.07052(N) 097 25 34.06666(W)   ADJUSTED
 LG0846* NAVD 88 ORTHO HEIGHT -   464.    (meters)     1522.    (feet) SCALED
 LG0846  ______________________________________________________________________
 LG0846  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 LG0846  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 LG0846  HORZ ORDER      -  SECOND
 LG0846
 LG0846.The horizontal coordinates were established by classical geodetic methods
 LG0846.and adjusted by the National Geodetic Survey in August 1997.
 LG0846
 LG0846.The orthometric height was scaled from a topographic map.
 LG0846
 LG0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0846.GEOID18 height accuracy estimate available here.
 LG0846
 LG0846.Click photographs - Photos may exist for this station.
 LG0846
 LG0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0846
 LG0846. The following values were computed from the NAD 83(1995) position.
 LG0846
 LG0846;                    North         East     Units Scale Factor Converg.
 LG0846;SPC NE       -    53,748.595   718,808.196   MT  0.99988218   +1 42 20.5
 LG0846;SPC NE       -   176,340.18  2,358,289.89   sFT  0.99988218   +1 42 20.5
 LG0846;UTM  14      - 4,460,919.847   633,781.638   MT  0.99982032   +1 01 04.3
 LG0846
 LG0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0846!SPC NE       -   0.99993142  x   0.99988218  =   0.99981361
 LG0846!UTM  14      -   0.99993142  x   0.99982032  =   0.99975175
 LG0846
 LG0846:                Primary Azimuth Mark                     Grid Az
 LG0846:SPC NE       -  ALEXANDERIA AZ MK                        001 16 14.2
 LG0846:UTM  14      -  ALEXANDERIA AZ MK                        001 57 30.4
 LG0846
 LG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3378160919(NAD 83)
 LG0846
 LG0846|---------------------------------------------------------------------|
 LG0846| PID    Reference Object                     Distance      Geod. Az  |
 LG0846|                                                           dddmmss.s |
 LG0846| LG1427 ALEXANDERIA AZ MK                   444.823 METERS 0025834.7 |
 LG0846| LG1429 ALEXANDERIA RM 3                     12.282 METERS 02759     |
 LG0846| LG0843 DAYKIN MUNICIPAL TANK               APPROX.11.4 KM 0700456.3 |
 LG0846| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX.11.6 KM 0712730.4 |
 LG0846| LG1430 ALEXANDERIA RM 4                      8.850 METERS 14056     |
 LG0846| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX. 5.2 KM 1453042.1 |
 LG0846| LG1428 ALEXANDERIA RM 1                     24.335 METERS 17002     |
 LG0846| CN8550 ALEXANDERIA RM 2                     15.988 METERS 28627     |
 LG0846| LG0852 BRUNING MUNICIPAL TANK              APPROX.13.0 KM 2935105.5 |
 LG0846| LG0847 BRUNING AIR BASE WATER TANK         APPROX. 5.6 KM 3480515.1 |
 LG0846| LG0848 OHIOWA MUNICIPAL TANK               APPROX.13.8 KM 3503839.8 |
 LG0846|---------------------------------------------------------------------|
 LG0846
 LG0846                          SUPERSEDED SURVEY CONTROL
 LG0846
 LG0846  NAD 83(1986)-  40 17 17.07684(N)    097 25 34.06702(W) AD(       ) 2
 LG0846  NAD 27      -  40 17 17.07300(N)    097 25 32.91600(W) AD(       ) 2
 LG0846
 LG0846.Superseded values are not recommended for survey control.
 LG0846
 LG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0846.See file dsdata.pdf to determine how the superseded data were derived.
 LG0846
 LG0846_MARKER: DS = TRIANGULATION STATION DISK
 LG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0846_STAMPING: ALEXANDERIA 1950 1970
 LG0846_MARK LOGO: CGS
 LG0846_PROJECTION: RECESSED 36 CENTIMETERS
 LG0846_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0846+STABILITY: SURFACE MOTION
 LG0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0846+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1984
 LG0846
 LG0846  HISTORY     - Date     Condition        Report By
 LG0846  HISTORY     - 1950     MONUMENTED       CGS
 LG0846  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LG0846  HISTORY     - 1970     GOOD             NGS
 LG0846  HISTORY     - 19840810 GOOD             NGS
 LG0846
 LG0846                          STATION DESCRIPTION
 LG0846
 LG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0846'STATION IS LOCATED ABOUT 8 MILES EAST SOUTHEAST OF BRUNING AND
 LG0846'3-3/4 MILES NORTHWEST OF ALEXANDERIA IN THE NORTHEAST CORNER OF
 LG0846'THE SCHOOL GROUNDS OF DISTRICT NO. 14.  STATION IS 80 FEET
 LG0846'NORTHEAST OF THE NORTHEAST CORNER OF SCHOOLHOUSE, 50 FEET WEST OF
 LG0846'THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 19 FEET SOUTHWEST OF
 LG0846'FENCE CORNER AND 14 FEET NORTHWEST OF WITNESS POST.  THE MARK IS
 LG0846'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ALEXANDERIA 1950.
 LG0846'
 LG0846'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE APPROXIMATE
 LG0846'CENTERLINE OF ROAD, 30 FEET NORTH OF POWER POLE AND 1 FOOT WEST
 LG0846'OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LG0846'STAMPED ALEXANDERIA NO 1 1950.
 LG0846'
 LG0846'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LG0846'ABOUT 3 INCHES AND THE DISK IS STAMPED ALEXANDERIA NO 2 1950.
 LG0846'
 LG0846'AZIMUTH MARK IS 47 FEET SOUTHEAST OF THE APPROXIMATE INTERSECTION
 LG0846'OF CROSSROADS, 6 FEET SOUTH OF FENCE CORNER AND 5 FEET SOUTH OF
 LG0846'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0846'STAMPED ALEXANDERIA 1950.
 LG0846'
 LG0846'TO REACH FROM THE POST OFFICE IN BRUNING GO EAST ON GRAVEL
 LG0846'STREET FOR 0.45 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 LG0846'ON GRAVEL ROAD FOR 1.0 MILE TO JUNCTION WITH STATE HIGHWAY 4.
 LG0846'TURN LEFT AND GO EAST ON STATE HIGHWAY 4 FOR 7.0 MILES TO
 LG0846'CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO CROSSROADS AND
 LG0846'AZIMUTH ON LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO
 LG0846'SCHOOLHOUSE AND STATION ON RIGHT OR WEST SIDE OF ROAD AS
 LG0846'DESCRIBED.
 LG0846'
 LG0846'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0846
 LG0846                          STATION RECOVERY (1970)
 LG0846
 LG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0846'THE STATION MARK WAS FOUND OUT OF POSITION.  THE OLD SCHOOL
 LG0846'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED AND THE
 LG0846'STATION SITE IS NOW IN CULTIVATION.  REFERENCE MARK NO. 2
 LG0846'HAS BEEN DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE MARK
 LG0846'NO. 1, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LG0846'CONDITION.  THE DIRECTION BETWEEN THE AZIMUTH MARK AND THE
 LG0846'DAYKIN WATER TANK WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK
 LG0846'NO. 1 WAS VERIFIED BUT THE DIRECTION FAILED TO CHECK BY 2
 LG0846'MINUTES 30 SECONDS.
 LG0846'
 LG0846'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LG0846'MARK AND REFERENCE MARK NO. 3 WAS SET.
 LG0846'
 LG0846'FOLLOWING IS A NEW DESCRIPTION.
 LG0846'
 LG0846'TO REACH THE STATION FROM THE POST OFFICE IN BRUNING, GO EAST ON
 LG0846'A GRAVELED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LG0846'SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO THE JUNCTION OF STATE
 LG0846'HIGHWAY 4.  TURN LEFT AND GO EAST ON STATE HIGHWAY 4 FOR 7.0
 LG0846'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 LG0846'FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 LG0846'SOUTHEAST ANGLE.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.3 MILE
 LG0846'TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG0846'
 LG0846'STATION MARK, A STANDARD DISK STAMPED ALEXANDERIA 1950 1970,
 LG0846'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 LG0846'BELOW THE SURFACE OF THE GROUND.  IT IS 105 FEET NORTH-NORTHWEST
 LG0846'OF THE CENTER OF THE FIELD ENTRANCE, 50 FEET WEST OF THE CENTER
 LG0846'OF A GRAVELED ROAD, AND 37 FEET NORTHWEST OF A TELEPHONE POLE.
 LG0846'THE UNDERGROUND MARK, A STANDARD DISK STAMPED ALEXANDERIA 1950,
 LG0846'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 LG0846'BELOW THE SURFACE OF THE GROUND.
 LG0846'
 LG0846'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALEXANDERIA NO. 1
 LG0846'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG0846'4 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF THE ROAD AND 25
 LG0846'FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE.
 LG0846'
 LG0846'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALEXANDERIA 1950
 LG0846'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LG0846'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 69.5 FEET NORTH
 LG0846'OF THE TELEPHONE POLE, 32.5 FEET WEST OF THE CENTER OF THE ROAD,
 LG0846'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG0846'
 LG0846'AZIMUTH MARK, A STANDARD DISK STAMPED ALEXANDERIA 1950, IS SET
 LG0846'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0846'IT IS 47 FEET SOUTHEAST OF THE CENTER OF INTERSECTION, 29 FEET EAST
 LG0846'OF THE CENTER OF THE NORTH-SOUTH ROAD, 6 FEET SOUTH OF A CORNER
 LG0846'FENCE POST, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG0846'
 LG0846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES ESE
 LG0846'OF BRUNING.
 LG0846
 LG0846                          STATION RECOVERY (1970)
 LG0846
 LG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LG0846'RECOVERED IN GOOD CONDITION.
 LG0846
 LG0846                          STATION RECOVERY (1984)
 LG0846
 LG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0846'THE RECESSED SURFACE MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 LG0846'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OUT
 LG0846'OF POSITION AND IN THE WAY OF CULTIVATION.  REFERENCE MARK 4 WAS SET
 LG0846'AND REFERENCE MARK 1 WAS REMOVED FROM THE FIELD.  THE DISTANCE TO
 LG0846'REFERENCE MARK 3 WAS 0.009 M (0.030 FT) LONGER THAN 1970 DATA AND THE
 LG0846'DIRECTION WAS 2 MINUTES, 49 SECONDS LARGER.  A CHECK ANGLE TO A
 LG0846'DISTANT LANDMARK WAS OBTAINED.
 LG0846'A NEW DESCRIPTION FOLLOWS.
 LG0846'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-SOUTHEAST FROM
 LG0846'BRUNING, 11.3 KM (7.0 MI) WEST-SOUTHWEST FROM DAYKIN, 5.2 KM
 LG0846'(3.2 MI) NORTHWEST FROM ALEXANDRIA AND ON PROPERTY OWNED BY KIM
 LG0846'SCHOENHOLZ, RFD 1, BRUNING, NEBRASKA 68322.  TELEPHONE 402 353 3575.
 LG0846'TO REACH FROM THE FARMERS CO-OP GRAIN ELEVATOR AND A RAILROAD CROSSING
 LG0846'IN DAYKIN, GO WEST ON STATE HIGHWAY 4 FOR 7.89 KM (4.90 MI) TO STATE
 LG0846'HIGHWAY 53.  CONTINUE WEST ON HIGHWAY 4 FOR 3.22 KM (2.00 MI) TO A
 LG0846'GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR
 LG0846'3.22 KM (2.00 MI) TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, IN
 LG0846'THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE SOUTH FOR 0.48 KM
 LG0846'(0.30 MI) TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG0846'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 LG0846'0.36 M (1.18 FT) BELOW THE GROUND SURFACE.  IT IS 32.0 M (105.0 FT)
 LG0846'NORTH-NORTHEAST FROM THE CENTERLINE OF THE FIELD ENTRANCE, 15.2 M
 LG0846'(49.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 12.58 M (41.27 FT)
 LG0846'SOUTHWEST FROM A WITNESS POST AND 8.70 M (28.54 FT) NORTHWEST FROM A
 LG0846'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0839 ***********************************************************************
 LG0839  DESIGNATION -  ALEXANDRIA MUNICIPAL TANK
 LG0839  PID         -  LG0839
 LG0839  STATE/COUNTY-  NE/THAYER
 LG0839  COUNTRY     -  US
 LG0839  USGS QUAD   -  ALEXANDRIA (2017)
 LG0839
 LG0839                         *CURRENT SURVEY CONTROL
 LG0839  ______________________________________________________________________
 LG0839* NAD 83(1995) POSITION- 40 14 57.23167(N) 097 23 28.70875(W)   ADJUSTED
 LG0839  ______________________________________________________________________
 LG0839  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 LG0839  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 LG0839  HORZ ORDER      -  THIRD
 LG0839
 LG0839.The horizontal coordinates were established by classical geodetic methods
 LG0839.and adjusted by the National Geodetic Survey in August 1997.
 LG0839
 LG0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0839.GEOID18 height accuracy estimate available here.
 LG0839
 LG0839.Click photographs - Photos may exist for this station.
 LG0839
 LG0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0839
 LG0839. The following values were computed from the NAD 83(1995) position.
 LG0839
 LG0839;                    North         East     Units Scale Factor Converg.
 LG0839;SPC NE       -    49,526.513   721,897.647   MT  0.99989663   +1 43 43.6
 LG0839;SPC NE       -   162,488.23  2,368,425.86   sFT  0.99989663   +1 43 43.6
 LG0839;UTM  14      - 4,456,661.218   636,819.936   MT  0.99983044   +1 02 22.4
 LG0839
 LG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3681956661(NAD 83)
 LG0839
 LG0839                          SUPERSEDED SURVEY CONTROL
 LG0839
 LG0839  NAD 83(1986)-  40 14 57.23792(N)    097 23 28.70852(W) AD(       ) 3
 LG0839  NAD 27      -  40 14 57.24100(N)    097 23 27.57000(W) AD(       ) 3
 LG0839
 LG0839.Superseded values are not recommended for survey control.
 LG0839
 LG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0839.See file dsdata.pdf to determine how the superseded data were derived.
 LG0839
 LG0839_MARKER: 53 = ELEVATED TANK
 LG0839
 LG0839  HISTORY     - Date     Condition        Report By
 LG0839  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0839  HISTORY     - 20050713 GOOD             USPSQD
 LG0839
 LG0839                          STATION DESCRIPTION
 LG0839
 LG0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0839'THIS STATION IS LOCATED 4 BLOCKS NORTH AND 1 BLOCK WEST OF THE
 LG0839'POST OFFICE IN ALEXANDRIA.  IT IS A 4 LEGGED STEEL STRUCTURE,
 LG0839'30 FEET SQUARE AT THE BASE, ABOUT 70 FEET HIGH, AND IS SILVER IN
 LG0839'COLOR.  THE NAME ALEXANDRIA IS PAINTED ON THE SIDE OF THE TANK
 LG0839'AND THERE IS A LIGHT ON THE TOP.
 LG0839'
 LG0839'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0839
 LG0839                          STATION RECOVERY (2005)
 LG0839
 LG0839'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0839'STATION FOUND GOOD. TANK IS WEST OF AMANDA STREET AND ONE BLOCK NORTH
 LG0839'OF 6TH STREET. IT IS A CONICAL SHAPED TANK IN THE NORTHWEST CORNER OF
 LG0839'THE INTERSECTION OF AMANDA AND 7TH STREET EXTENDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0724 ***********************************************************************
 NP0724  DESIGNATION -  ALICE
 NP0724  PID         -  NP0724
 NP0724  STATE/COUNTY-  NE/SIOUX
 NP0724  COUNTRY     -  US
 NP0724  USGS QUAD   -  UNIVERSITY LAKE SE (2017)
 NP0724
 NP0724                         *CURRENT SURVEY CONTROL
 NP0724  ______________________________________________________________________
 NP0724* NAD 83(1995) POSITION- 42 01 01.24269(N) 103 34 56.59753(W)   ADJUSTED
 NP0724* NAVD 88 ORTHO HEIGHT -  1373.    (meters)     4505.    (feet) SCALED
 NP0724  ______________________________________________________________________
 NP0724  GEOID HEIGHT    -        -18.612 (meters)                     GEOID18
 NP0724  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 NP0724  HORZ ORDER      -  FIRST
 NP0724
 NP0724.The horizontal coordinates were established by classical geodetic methods
 NP0724.and adjusted by the National Geodetic Survey in August 1997.
 NP0724
 NP0724.The orthometric height was scaled from a topographic map.
 NP0724
 NP0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0724.GEOID18 height accuracy estimate available here.
 NP0724
 NP0724.Click photographs - Photos may exist for this station.
 NP0724
 NP0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0724
 NP0724. The following values were computed from the NAD 83(1995) position.
 NP0724
 NP0724;                    North         East     Units Scale Factor Converg.
 NP0724;SPC NE       -   248,591.607   203,449.860   MT  0.99969833   -2 22 26.5
 NP0724;SPC NE       -   815,587.63    667,485.08   sFT  0.99969833   -2 22 26.5
 NP0724;UTM  13      - 4,652,637.054   617,373.230   MT  0.99976952   +0 56 56.4
 NP0724
 NP0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0724!SPC NE       -   0.99978767  x   0.99969833  =   0.99948606
 NP0724!UTM  13      -   0.99978767  x   0.99976952  =   0.99955724
 NP0724
 NP0724:                Primary Azimuth Mark                     Grid Az
 NP0724:SPC NE       -  ALICE AZ MK                              348 39 21.5
 NP0724:UTM  13      -  ALICE AZ MK                              345 19 58.6
 NP0724
 NP0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1737352637(NAD 83)
 NP0724
 NP0724|---------------------------------------------------------------------|
 NP0724| PID    Reference Object                     Distance      Geod. Az  |
 NP0724|                                                           dddmmss.s |
 NP0724| CP9473 ALICE RM 1                           11.770 METERS 25611     |
 NP0724| CP9472 ALICE AZ MK                                        3461655.0 |
 NP0724| CP9474 ALICE RM 2                           25.530 METERS 35305     |
 NP0724|---------------------------------------------------------------------|
 NP0724
 NP0724                          SUPERSEDED SURVEY CONTROL
 NP0724
 NP0724  NAD 83(1993)-  42 01 01.24258(N)    103 34 56.59777(W) AD(       ) 1
 NP0724  NAD 83(1986)-  42 01 01.23780(N)    103 34 56.60129(W) AD(       ) 1
 NP0724  NAD 27      -  42 01 01.36800(N)    103 34 54.81200(W) AD(       ) 1
 NP0724
 NP0724.Superseded values are not recommended for survey control.
 NP0724
 NP0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0724.See file dsdata.pdf to determine how the superseded data were derived.
 NP0724
 NP0724_MARKER: DS = TRIANGULATION STATION DISK
 NP0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0724_STAMPING: ALICE 1934
 NP0724_MARK LOGO: CGS
 NP0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0724+STABILITY: SURFACE MOTION
 NP0724
 NP0724  HISTORY     - Date     Condition        Report By
 NP0724  HISTORY     - 1934     MONUMENTED       CGS
 NP0724
 NP0724                          STATION DESCRIPTION
 NP0724
 NP0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0724'STATION IS 11 MILES, AIRLINE, NNE OF SCOTTSBLUFF ON A HIGH,
 NP0724'GRAVELLY KNOLL, IN PASTURE LAND AT THE S END OF THE DIVIDE W OF
 NP0724'WINTER CREEK.
 NP0724'
 NP0724'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0724'BRONZE DISKS SET IN CONCRETE.
 NP0724'
 NP0724'REFERENCE MARK NO. 1 IS WSW AND NO. 2, NNW OF THE STATION.
 NP0724'
 NP0724'AZIMUTH MARK IS NNW OF THE STATION ON A SMALL, GRAVELLY KNOLL,
 NP0724'SLIGHTLY LOWER THAN THE STATION, AND ON THE SAME RIDGE.
 NP0724'
 NP0724'THE STATION MAY BE REACHED FROM THE INTERSECTION OF BROADWAY
 NP0724'AND E OVERLAND STREETS IN SCOTTSBLUFF BY GOING E ON U.S. ROUTE
 NP0724'26 FOR 1.4 MILES.  LEAVE U.S. HIGHWAY NO. 26 AND GO N ON A
 NP0724'GRADED, GRAVELED ROAD FOR 10.8 MILES.  (THIS ROAD IS W OF THE
 NP0724'SUGAR MILL.) AT T-INTERSECTION TURN E ON SECTION-LINE ROAD
 NP0724'FOR 1.0 MILE.  (THERE IS A BOARD GATE JUST N OF THIS
 NP0724'T-INTERSECTION.) TURN N ON SAND ROAD AND GO 1.0 MILE.  LEAVE THE
 NP0724'MAIN ROAD, PASS THROUGH WIRE GATE TO N (WINDMILL VISIBLE TO
 NP0724'THE N AND ONE 30 YARDS TO THE NW) AND FOLLOW TRACKS N 0.1 MILE.
 NP0724'LEAVE TRAIL AND GO E ACROSS COUNTRY TO DRAW, 1.0 MILE.
 NP0724'PASS 50 YARDS N OF PUMP AND CONTINUE E 0.1 MILE.  TURN LEFT
 NP0724'UP GRASSY SLOPE TO TOP OF DIVIDE, AND THENCE ALONG
 NP0724'DIVIDE, HEADING GULLIES, IN A GENERAL EASTERLY DIRECTION FOR 1.1
 NP0724'MILES.  TURN S ALONG DIVIDE AND GO 0.4 MILE TO HIGH KNOLL AT
 NP0724'S END OF DIVIDE AND STATION.
 NP0724'
 NP0724'A 4 FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1737 ***********************************************************************
 NM1737  DESIGNATION -  ALLEN
 NM1737  PID         -  NM1737
 NM1737  STATE/COUNTY-  NE/DIXON
 NM1737  COUNTRY     -  US
 NM1737  USGS QUAD   -  WAKEFIELD (2017)
 NM1737
 NM1737                         *CURRENT SURVEY CONTROL
 NM1737  ______________________________________________________________________
 NM1737* NAD 83(1995) POSITION- 42 21 04.72702(N) 096 50 57.76556(W)   ADJUSTED
 NM1737* NAVD 88 ORTHO HEIGHT -   484.    (meters)     1588.    (feet) SCALED
 NM1737  ______________________________________________________________________
 NM1737  GEOID HEIGHT    -        -24.943 (meters)                     GEOID18
 NM1737  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 NM1737  HORZ ORDER      -  FIRST
 NM1737
 NM1737.The horizontal coordinates were established by classical geodetic methods
 NM1737.and adjusted by the National Geodetic Survey in August 1997.
 NM1737
 NM1737.The orthometric height was scaled from a topographic map.
 NM1737
 NM1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1737.GEOID18 height accuracy estimate available here.
 NM1737
 NM1737.Click photographs - Photos may exist for this station.
 NM1737
 NM1737.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1737
 NM1737. The following values were computed from the NAD 83(1995) position.
 NM1737
 NM1737;                    North         East     Units Scale Factor Converg.
 NM1737;SPC NE       -   284,298.316   759,472.828   MT  0.99976751   +2 05 16.5
 NM1737;SPC NE       -   932,735.39  2,491,703.77   sFT  0.99976751   +2 05 16.5
 NM1737;UTM  14      - 4,691,023.378   677,130.169   MT  0.99998605   +1 26 57.1
 NM1737
 NM1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1737!SPC NE       -   0.99992798  x   0.99976751  =   0.99969551
 NM1737!UTM  14      -   0.99992798  x   0.99998605  =   0.99991403
 NM1737
 NM1737:                Primary Azimuth Mark                     Grid Az
 NM1737:SPC NE       -  ALLEN AZ MK                              090 01 18.0
 NM1737:UTM  14      -  ALLEN AZ MK                              090 39 37.4
 NM1737
 NM1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7713091023(NAD 83)
 NM1737
 NM1737|---------------------------------------------------------------------|
 NM1737| PID    Reference Object                     Distance      Geod. Az  |
 NM1737|                                                           dddmmss.s |
 NM1737| NM1735 ALLEN TANK                          APPROX. 7.3 KM 0020550.3 |
 NM1737| CO2073 ALLEN AZ MK                                        0920634.5 |
 NM1737| CO2074 ALLEN RM 1                                         09937     |
 NM1737| CO2075 ALLEN RM 2                                         26031     |
 NM1737|---------------------------------------------------------------------|
 NM1737
 NM1737                          SUPERSEDED SURVEY CONTROL
 NM1737
 NM1737  NAD 83(1986)-  42 21 04.73312(N)    096 50 57.76234(W) AD(       ) 1
 NM1737  NAD 27      -  42 21 04.73600(N)    096 50 56.61700(W) AD(       ) 1
 NM1737
 NM1737.Superseded values are not recommended for survey control.
 NM1737
 NM1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1737.See file dsdata.pdf to determine how the superseded data were derived.
 NM1737
 NM1737_MARKER: DS = TRIANGULATION STATION DISK
 NM1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1737_STAMPING: ALLEN 1940
 NM1737_MARK LOGO: CGS
 NM1737_PROJECTION: RECESSED 41 CENTIMETERS
 NM1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1737+STABILITY: SURFACE MOTION
 NM1737
 NM1737  HISTORY     - Date     Condition        Report By
 NM1737  HISTORY     - 1940     MONUMENTED       CGS
 NM1737  HISTORY     - 1951     GOOD             NEDR
 NM1737  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1737
 NM1737                          STATION DESCRIPTION
 NM1737
 NM1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1737'STATION ALLEN IS 4 MILES SOUTH OF ALLEN, 0.3 MILE WEST AND 0.1
 NM1737'MILE NORTH OF THE SOUTHEAST CORNER OF SEC. 33, T. 28 N., R. 5
 NM1737'E. IN AN OPEN FIELD ON THE PROPERTY OF F.A. LUNDIN.
 NM1737'
 NM1737'TO REACH FROM THE TOWN OF ALLEN GO SOUTH ON STATE HIGHWAY
 NM1737'9 FOR 4.2 MILES TO POINT WHERE THE HIGHWAY MAKES ITS FIRST
 NM1737'TURN TO THE WEST.  AZIMUTH MARK IS 200 FEET EAST ON SIDE
 NM1737'ROAD.  TURN RIGHT ON HIGHWAY AND GO 0.35 MILE TO STATION ON
 NM1737'NORTH SIDE OF ROAD.
 NM1737'
 NM1737'STATION MARK IS ON THE SOUTH SIDE OF A CULTIVATED FIELD,
 NM1737'ON THE HIGH POINT OF A LOW MEANDERING RIDGE, 13-1/2 FEET
 NM1737'NORTH OF AN EAST-WEST FENCE LINE, 13 FEET NORTH OF WHITE
 NM1737'REFERENCE POST, 45 FEET NORTH OF CENTERLINE OF STATE HIGHWAY
 NM1737'9, IS STAMPED ALLEN 1940 AND IS SET 16 INCHES UNDERGROUND.
 NM1737'SUB-SURFACE MARK IS 40 INCHES UNDERGROUND.
 NM1737'
 NM1737'REFERENCE MARK NO. 1 IS 18 INCHES NORTH OF EAST-WEST RIGHT-OF-WAY
 NM1737'FENCE, 33 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 9, IS STAMPED
 NM1737'ALLEN NO. 1 1940, AND PROJECTS 3 INCHES.
 NM1737'
 NM1737'REFERENCE MARK NO. 2 IS 6 INCHES NORTH OF EAST-WEST RIGHT-OF-WAY
 NM1737'FENCE, 32 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 9, IS
 NM1737'STAMPED ALLEN NO. 2 1940, AND PROJECTS 6 INCHES.
 NM1737'
 NM1737'AZIMUTH MARK IS 0.35 MILE EAST OF STATION ON NORTH EDGE OF
 NM1737'HAY FIELD, 200 FEET EAST OF RIGHT ANGLE TURN IN STATE HIGHWAY
 NM1737'9, 33 FEET SOUTH OF CENTERLINE OF SIDE ROAD, 4.5 FEET WEST OF
 NM1737'WHITE REFERENCE POST, 9 INCHES SOUTH OF RIGHT-OF-WAY FENCE,
 NM1737'IS STAMPED ALLEN 1940, AND PROJECTS 6 INCHES.
 NM1737'
 NM1737'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1737'AS DESCRIBED.
 NM1737'
 NM1737'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1737
 NM1737                          STATION RECOVERY (1951)
 NM1737
 NM1737'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1951 (HTB)
 NM1737'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED DUE TO HIGHWAY
 NM1737'CONSTRUCTION.
 NM1737'
 NM1737'REFERENCE MARK DISKS STAMPED ALLEN NO 1 1940 AND ALLEN NO 2 1940
 NM1737'RESPECTIVELY RECEIVED AT THIS OFFICE 11/8/51.
 NM1737
 NM1737                          STATION RECOVERY (1966)
 NM1737
 NM1737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1737'STATION MARK, R.M. 1 AND R.M. 2 WERE SEARCHED FOR, BUT WERE NOT
 NM1737'FOUND.  BELIEVED TO BE DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 NM1737'
 NM1737'REVISED DESCRIPTION--CORNER OF SECTION 33, T. 28 N., R. 5 E.,
 NM1737'IN OPEN FIELD ON PROPERTY OF F.A. LUNDIN.  STATION MARK IS
 NM1737'ON S SIDE OF CULTIVATED FIELD, ON HIGH POINT OF LOW MEANDERING
 NM1737'RIDGE 13.5 FT. N OF E-W FENCE LINE, 13 FT. N OF WHITE REFERENCE
 NM1737'POST, 45 FT. N OF CENTER OF STATE HIGHWAY 9, IS STAMPED
 NM1737'ALLEN 1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1735 ***********************************************************************
 NM1735  DESIGNATION -  ALLEN TANK
 NM1735  PID         -  NM1735
 NM1735  STATE/COUNTY-  NE/DIXON
 NM1735  COUNTRY     -  US
 NM1735  USGS QUAD   -  ALLEN (2017)
 NM1735
 NM1735                         *CURRENT SURVEY CONTROL
 NM1735  ______________________________________________________________________
 NM1735* NAD 83(1995) POSITION- 42 24 59.75764(N) 096 50 46.14966(W)   ADJUSTED
 NM1735  ______________________________________________________________________
 NM1735  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 NM1735  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 NM1735  HORZ ORDER      -  THIRD
 NM1735
 NM1735.The horizontal coordinates were established by classical geodetic methods
 NM1735.and adjusted by the National Geodetic Survey in August 1997.
 NM1735
 NM1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1735.GEOID18 height accuracy estimate available here.
 NM1735
 NM1735.Click photographs - Photos may exist for this station.
 NM1735
 NM1735.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1735
 NM1735. The following values were computed from the NAD 83(1995) position.
 NM1735
 NM1735;                    North         East     Units Scale Factor Converg.
 NM1735;SPC NE       -   291,553.607   759,474.020   MT  0.99978502   +2 05 24.2
 NM1735;SPC NE       -   956,538.79  2,491,707.68   sFT  0.99978502   +2 05 24.2
 NM1735;UTM  14      - 4,698,279.731   677,212.139   MT  0.99998640   +1 27 11.5
 NM1735
 NM1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7721298279(NAD 83)
 NM1735
 NM1735                          SUPERSEDED SURVEY CONTROL
 NM1735
 NM1735  NAD 83(1986)-  42 24 59.76294(N)    096 50 46.14581(W) AD(       ) 3
 NM1735  NAD 27      -  42 24 59.76600(N)    096 50 45.00400(W) AD(       ) 3
 NM1735
 NM1735.Superseded values are not recommended for survey control.
 NM1735
 NM1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1735.See file dsdata.pdf to determine how the superseded data were derived.
 NM1735
 NM1735_MARKER: 53 = ELEVATED TANK
 NM1735
 NM1735  HISTORY     - Date     Condition        Report By
 NM1735  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1735  HISTORY     - 1940     GOOD             CGS
 NM1735
 NM1735                          STATION DESCRIPTION
 NM1735
 NM1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1735'POINT OBSERVED UPON IS THE FINIAL ATOP OF A LARGE BLACK WATER
 NM1735'TANK IN ALLEN, NEBRASKA.  PROBABLY MUNICIPAL WATER SUPPLY.  TOWN
 NM1735'WAS OFF SCHEME AND WAS NOT VISITED.  ONLY TANK IN VICINITY.
 NM1735'
 NM1735'OBSERVED FROM STATIONS THUN, GUINN, AXEL, BODEN AND RASMUSSEN.
 NM1735
 NM1735                          STATION RECOVERY (1940)
 NM1735
 NM1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1735'STATION IS LOCATED IN THE WEST PART OF THE TOWN OF ALLEN, NEBRASKA
 NM1735'IT IS BOUNDED ON THE NORTH BY FIRST STREET, ON THE EAST BY
 NM1735'GROVE STREET, ON THE SOUTH BY SECOND STREET, AND ON THE WEST BY
 NM1735'CLARK STREET.
 NM1735'
 NM1735'THE TANK PROPER IS PAINTED SILVER AND IS SUPPORTED BY FOUR
 NM1735'STEEL TRUSSWORK LEGS THAT ARE PAINTED BLACK.  THE FEEDPIPE
 NM1735'IS SQUARE AND IS PAINTED SILVER.  THERE IS A LARGE BLACK BELL
 NM1735'ON THE SOUTHEAST LEG.
 NM1735'
 NM1735'THE TANK IS APPROXIMATELY 130 FEET HIGH, HAS A LIGHT JUST ABOVE
 NM1735'A BALL AT ITS APEX AND HAS THE LETTERS ALLEN IN BLACK LETTERS
 NM1735'ON ITS EAST AND WEST SIDES.
 NM1735'
 NM1735'THE EXACT DATE WHEN IT WAS BUILT COULD NOT BE DETERMINED BUT
 NM1735'IT IS BELIEVED TO HAVE BEEN BUILT IN 1907.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0648 ***********************************************************************
 NP0648  DESIGNATION -  ALLIANCE
 NP0648  PID         -  NP0648
 NP0648  STATE/COUNTY-  NE/BOX BUTTE
 NP0648  COUNTRY     -  US
 NP0648  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0648
 NP0648                         *CURRENT SURVEY CONTROL
 NP0648  ______________________________________________________________________
 NP0648* NAD 83(1995) POSITION- 42 07 21.73719(N) 102 51 29.14747(W)   ADJUSTED
 NP0648* NAVD 88 ORTHO HEIGHT -  1203.    (meters)     3947.    (feet) SCALED
 NP0648  ______________________________________________________________________
 NP0648  GEOID HEIGHT    -        -18.631 (meters)                     GEOID18
 NP0648  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 NP0648  HORZ ORDER      -  SECOND
 NP0648
 NP0648.The horizontal coordinates were established by classical geodetic methods
 NP0648.and adjusted by the National Geodetic Survey in August 1997.
 NP0648
 NP0648.The orthometric height was scaled from a topographic map.
 NP0648
 NP0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0648.GEOID18 height accuracy estimate available here.
 NP0648
 NP0648.Click photographs - Photos may exist for this station.
 NP0648
 NP0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0648
 NP0648. The following values were computed from the NAD 83(1995) position.
 NP0648
 NP0648;                    North         East     Units Scale Factor Converg.
 NP0648;SPC NE       -   258,088.283   263,770.027   MT  0.99971650   -1 53 38.6
 NP0648;SPC NE       -   846,744.64    865,385.50   sFT  0.99971650   -1 53 38.6
 NP0648;UTM  13      - 4,665,620.345   677,050.365   MT  0.99998572   +1 26 13.2
 NP0648
 NP0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0648!SPC NE       -   0.99981434  x   0.99971650  =   0.99953090
 NP0648!UTM  13      -   0.99981434  x   0.99998572  =   0.99980007
 NP0648
 NP0648:                Primary Azimuth Mark                     Grid Az
 NP0648:SPC NE       -  ALLIANCE AZ MK                           183 08 06.5
 NP0648:UTM  13      -  ALLIANCE AZ MK                           179 48 14.7
 NP0648
 NP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7705065620(NAD 83)
 NP0648
 NP0648|---------------------------------------------------------------------|
 NP0648| PID    Reference Object                     Distance      Geod. Az  |
 NP0648|                                                           dddmmss.s |
 NP0648| CP9489 ALLIANCE RM 1                        11.998 METERS 17714     |
 NP0648| CP9488 ALLIANCE AZ MK                                     1811427.9 |
 NP0648| CP9490 ALLIANCE RM 2                        21.108 METERS 26828     |
 NP0648|---------------------------------------------------------------------|
 NP0648
 NP0648                          SUPERSEDED SURVEY CONTROL
 NP0648
 NP0648  NAD 83(1993)-  42 07 21.73680(N)    102 51 29.14752(W) AD(       ) 2
 NP0648  NAD 83(1986)-  42 07 21.73394(N)    102 51 29.14543(W) AD(       ) 2
 NP0648  NAD 27      -  42 07 21.85500(N)    102 51 27.43200(W) AD(       ) 2
 NP0648
 NP0648.Superseded values are not recommended for survey control.
 NP0648
 NP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0648.See file dsdata.pdf to determine how the superseded data were derived.
 NP0648
 NP0648_MARKER: DB = BENCH MARK DISK
 NP0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0648_STAMPING: ALLIANCE 1946
 NP0648_MARK LOGO: USGS
 NP0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0648+STABILITY: SURFACE MOTION
 NP0648
 NP0648  HISTORY     - Date     Condition        Report By
 NP0648  HISTORY     - 1946     MONUMENTED       USGS
 NP0648
 NP0648                          STATION DESCRIPTION
 NP0648
 NP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0648'STATION IS LOCATED ABOUT 1-3/4 MILES NNE OF THE CENTER OF THE CITY
 NP0648'OF ALLIANCE, NEBRASKA AND 9 MILES SE OF BEREA, NEBRASKA ON THE
 NP0648'SUMMIT OF A SMALL HILL WHICH IS .25 MILES SOUTH OF CALVARY
 NP0648'CEMETERY.  THE MARK, STAMPED ALLIANCE 1946 IS A USGS BENCH MARK
 NP0648'DISK SET IN THE TOP OF A 7 X 7-INCH CONCRETE POST THAT PROJECTS
 NP0648'ABOUT 3 INCHES, AND IS 35 FEET EAST OF THE CENTERLINE OF ST.
 NP0648'HIGHWAY NO. 19, 40 FEET NORTH OF A TELEPHONE POLE AND 6 INCHES
 NP0648'EAST OF A WIRE FENCE.
 NP0648'
 NP0648'REFERENCE MARK NO. 1, STAMPED ALLIANCE NO 1 USGS 1946, IS A
 NP0648'STANDARD DISK SET IN A 12 X 12-INCH CONCRETE POST THAT IS FLUSH
 NP0648'WITH THE GROUND AND IS 1 FOOT SOUTHEAST OF A TELEPHONE POLE.  THE
 NP0648'MARK IS 8 INCHES EAST OF A WIRE FENCE AND 35 FEET EAST OF THE
 NP0648'CENTER LINE OF ST. HIGHWAY NO. 19.
 NP0648'
 NP0648'REFERENCE MARK NO. 2, STAMPED ALLIANCE NO 2 USGS 1946, IS A
 NP0648'STANDARD DISK SET IN A 12 X 12-INCH CONCRETE POST THAT IS FLUSH
 NP0648'WITH THE GROUND AND 35 FEET WEST OF THE CENTER LINE OF STATE
 NP0648'HIGHWAY NO. 19.
 NP0648'
 NP0648'THE AZIMUTH MARK, STAMPED ALLIANCE USGS 1946 IS A STANDARD DISK
 NP0648'SET FLUSH IN THE TOP OF A CONCRETE CULVERT AT THE INTERSECTION
 NP0648'OF A DIRT ROAD AND STATE HIGHWAY NO. 19.  IT IS 24 FEET WEST
 NP0648'OF THE CENTER LINE OF THE STATE HIGHWAY AND 6 INCHES WEST OF
 NP0648'A 3 FOOT (HIGH) CONCRETE POST.
 NP0648'
 NP0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 NP0648'AND NO 19 AT THE EAST EDGE OF THE CITY OF ALLIANCE.  GO NORTH ON
 NP0648'STATE HIGHWAY NO. 19 FOR 1.5 MILES TO A CROSSROAD.* CONTINUE
 NP0648'NORTH FOR 0.35 MILE TO SUMMIT OF A SMALL HILL AND THE STATION ON
 NP0648'RIGHT NEAR A TELEPHONE POLE.
 NP0648'
 NP0648'*AZIMUTH MARK IN CULVERT AT INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0646 ***********************************************************************
 NP0646  DESIGNATION -  ALLIANCE ARMY AIR BASE SPIPE
 NP0646  PID         -  NP0646
 NP0646  STATE/COUNTY-  NE/BOX BUTTE
 NP0646  COUNTRY     -  US
 NP0646  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0646
 NP0646                         *CURRENT SURVEY CONTROL
 NP0646  ______________________________________________________________________
 NP0646* NAD 83(1995) POSITION- 42 04 19.12946(N) 102 48 28.47911(W)   ADJUSTED
 NP0646  ______________________________________________________________________
 NP0646  GEOID HEIGHT    -        -18.746 (meters)                     GEOID18
 NP0646  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 NP0646  HORZ ORDER      -  THIRD
 NP0646
 NP0646.The horizontal coordinates were established by classical geodetic methods
 NP0646.and adjusted by the National Geodetic Survey in August 1997.
 NP0646
 NP0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0646.GEOID18 height accuracy estimate available here.
 NP0646
 NP0646.Click photographs - Photos may exist for this station.
 NP0646
 NP0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0646
 NP0646. The following values were computed from the NAD 83(1995) position.
 NP0646
 NP0646;                    North         East     Units Scale Factor Converg.
 NP0646;SPC NE       -   252,322.740   267,733.648   MT  0.99970735   -1 51 38.9
 NP0646;SPC NE       -   827,828.86    878,389.48   sFT  0.99970735   -1 51 38.9
 NP0646;UTM  13      - 4,660,093.245   681,343.463   MT  1.00000466   +1 28 09.3
 NP0646
 NP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8134360093(NAD 83)
 NP0646
 NP0646                          SUPERSEDED SURVEY CONTROL
 NP0646
 NP0646  NAD 83(1993)-  42 04 19.12902(N)    102 48 28.47922(W) AD(       ) 3
 NP0646  NAD 83(1986)-  42 04 19.12569(N)    102 48 28.47766(W) AD(       ) 3
 NP0646  NAD 27      -  42 04 19.23600(N)    102 48 26.75100(W) AD(       ) 3
 NP0646
 NP0646.Superseded values are not recommended for survey control.
 NP0646
 NP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0646.See file dsdata.pdf to determine how the superseded data were derived.
 NP0646
 NP0646_MARKER: 52 = STANDPIPE TANK
 NP0646
 NP0646  HISTORY     - Date     Condition        Report By
 NP0646  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0646  HISTORY     - 1963     GOOD             CGS
 NP0646  HISTORY     - 1967     GOOD             LOCSUR
 NP0646
 NP0646                          STATION DESCRIPTION
 NP0646
 NP0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0646'LOCATED ABOUT 5 MILES SOUTHEAST OF ALLIANCE.  IT IS IN THE NORTH
 NP0646'AND CENTER SECTION OF THE BASE, 122 FEET SOUTH OF THE CENTER
 NP0646'LINE OF AVENUE F AND ABOUT 251 FEET WEST OF THE CENTER LINE
 NP0646'OF LOON LANE.  IT IS A STEEL CYLINDRICAL STRUCTURE PAINTED ORANGE
 NP0646'AND WHITE CHECKERBOARD, AND IS 45 FEET IN DIAMETER.  THIS IS
 NP0646'THE LARGEST STANDPIPE ON THE BASE.  IT IS 100 FEET HIGH WITH
 NP0646'A BEACON LIGHT ABOUT 8 FEET HIGHER ON THE EXTREME TOP CENTER.
 NP0646'
 NP0646'THE POINT OBSERVED UPON WAS THE BEACON LIGHT.
 NP0646
 NP0646                          STATION RECOVERY (1963)
 NP0646
 NP0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 NP0646'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0646'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 NP0646
 NP0646                          STATION RECOVERY (1967)
 NP0646
 NP0646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0646'RECOVERED BY AERO PARTY 87.
 NP0646'
 NP0646'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0646'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0647 ***********************************************************************
 NP0647  DESIGNATION -  ALLIANCE ARMY AIR BASE OBS TWR
 NP0647  PID         -  NP0647
 NP0647  STATE/COUNTY-  NE/BOX BUTTE
 NP0647  COUNTRY     -  US
 NP0647  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0647
 NP0647                         *CURRENT SURVEY CONTROL
 NP0647  ______________________________________________________________________
 NP0647* NAD 83(1995) POSITION- 42 03 43.18689(N) 102 48 45.13676(W)   ADJUSTED
 NP0647  ______________________________________________________________________
 NP0647  GEOID HEIGHT    -        -18.770 (meters)                     GEOID18
 NP0647  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 NP0647  HORZ ORDER      -  THIRD
 NP0647
 NP0647.The horizontal coordinates were established by classical geodetic methods
 NP0647.and adjusted by the National Geodetic Survey in August 1997.
 NP0647
 NP0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0647.GEOID18 height accuracy estimate available here.
 NP0647
 NP0647.Click photographs - Photos may exist for this station.
 NP0647
 NP0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0647
 NP0647. The following values were computed from the NAD 83(1995) position.
 NP0647
 NP0647;                    North         East     Units Scale Factor Converg.
 NP0647;SPC NE       -   251,227.119   267,314.976   MT  0.99970564   -1 51 49.9
 NP0647;SPC NE       -   824,234.31    877,015.88   sFT  0.99970564   -1 51 49.9
 NP0647;UTM  13      - 4,658,974.823   680,989.031   MT  1.00000308   +1 27 57.1
 NP0647
 NP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8098958974(NAD 83)
 NP0647
 NP0647                          SUPERSEDED SURVEY CONTROL
 NP0647
 NP0647  NAD 83(1993)-  42 03 43.18647(N)    102 48 45.13692(W) AD(       ) 3
 NP0647  NAD 83(1986)-  42 03 43.18314(N)    102 48 45.13534(W) AD(       ) 3
 NP0647  NAD 27      -  42 03 43.29300(N)    102 48 43.41000(W) AD(       ) 3
 NP0647
 NP0647.Superseded values are not recommended for survey control.
 NP0647
 NP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0647.See file dsdata.pdf to determine how the superseded data were derived.
 NP0647
 NP0647_MARKER: 55 = TOWER
 NP0647
 NP0647  HISTORY     - Date     Condition        Report By
 NP0647  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0647
 NP0647                          STATION DESCRIPTION
 NP0647
 NP0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0647'LOCATED ABOUT 5 MILES SOUTHEAST OF ALLIANCE, IN THE SOUTHWEST
 NP0647'SECTION OF THE ARMY AIR BASE, 96 FEET SOUTH OF THE CENTER LINE
 NP0647'OF AVENUE A, 74 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY AND
 NP0647'55 FEET WEST OF AN OFFICE BUILDING.  IT IS A 4-LEGGED WOODEN
 NP0647'STRUCTURE 60 FEET IN HEIGHTH AND 24 FEET SQUARE AT THE BASE.
 NP0647'THE OBSERVATION BRIDGE HAS A PALE GREEN GLASS ENCLOSURE ABOUT
 NP0647'20 FEET SQUARE.  A RADIO AERIAL EXTENDS ABOUT 8 FEET HIGHER
 NP0647'THAN THE CENTER OF THE TOP OF THE OBSERVATION BRIDGE.  THE
 NP0647'POINT OBSERVED UPON WAS THE BASE OF THE AERIAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0645 ***********************************************************************
 NP0645  DESIGNATION -  ALLIANCE BURLINGTON RR PWR STK
 NP0645  PID         -  NP0645
 NP0645  STATE/COUNTY-  NE/BOX BUTTE
 NP0645  COUNTRY     -  US
 NP0645  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0645
 NP0645                         *CURRENT SURVEY CONTROL
 NP0645  ______________________________________________________________________
 NP0645* NAD 83(1995) POSITION- 42 05 33.17175(N) 102 52 16.65531(W)   ADJUSTED
 NP0645  ______________________________________________________________________
 NP0645  GEOID HEIGHT    -        -18.694 (meters)                     GEOID18
 NP0645  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 NP0645  HORZ ORDER      -  THIRD
 NP0645
 NP0645.The horizontal coordinates were established by classical geodetic methods
 NP0645.and adjusted by the National Geodetic Survey in August 1997.
 NP0645
 NP0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0645.GEOID18 height accuracy estimate available here.
 NP0645
 NP0645.Click photographs - Photos may exist for this station.
 NP0645
 NP0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0645
 NP0645. The following values were computed from the NAD 83(1995) position.
 NP0645
 NP0645;                    North         East     Units Scale Factor Converg.
 NP0645;SPC NE       -   254,777.521   262,568.497   MT  0.99971096   -1 54 10.1
 NP0645;SPC NE       -   835,882.58    861,443.48   sFT  0.99971096   -1 54 10.1
 NP0645;UTM  13      - 4,662,244.459   676,042.936   MT  0.99998135   +1 25 38.3
 NP0645
 NP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7604262244(NAD 83)
 NP0645
 NP0645                          SUPERSEDED SURVEY CONTROL
 NP0645
 NP0645  NAD 83(1993)-  42 05 33.17140(N)    102 52 16.65537(W) AD(       ) 3
 NP0645  NAD 83(1986)-  42 05 33.16807(N)    102 52 16.65370(W) AD(       ) 3
 NP0645  NAD 27      -  42 05 33.28300(N)    102 52 14.92600(W) AD(       ) 3
 NP0645
 NP0645.Superseded values are not recommended for survey control.
 NP0645
 NP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0645.See file dsdata.pdf to determine how the superseded data were derived.
 NP0645
 NP0645_MARKER: 63 = STACK
 NP0645
 NP0645  HISTORY     - Date     Condition        Report By
 NP0645  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0645
 NP0645                          STATION DESCRIPTION
 NP0645
 NP0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0645'LOCATED IN THE SOUTH SECTION OF THE CITY, 85 FEET NORTH OF
 NP0645'THE MOST NORTHERLY RAILROAD SIDE TRACKS, 54 FEET WEST OF THE
 NP0645'ROUND HOUSE AND 18.5 FEET EAST OF THE EAST SIDE OF A BRICK
 NP0645'BUILDING.  IT IS A CYLINDRICAL CONCRETE STRUCTURE ERECTED IN
 NP0645'1922.  THE DIAMETER AT THE BASE IS 13 FEET AND THE HEIGHT IS
 NP0645'212 FEET.  THIS IS THE HIGHEST STACK IN THE CITY.  POINT
 NP0645'OBSERVED UPON IS THE EXTREME TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0644 ***********************************************************************
 NP0644  DESIGNATION -  ALLIANCE CITY WAREHOUSE STACK
 NP0644  PID         -  NP0644
 NP0644  STATE/COUNTY-  NE/BOX BUTTE
 NP0644  COUNTRY     -  US
 NP0644  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0644
 NP0644                         *CURRENT SURVEY CONTROL
 NP0644  ______________________________________________________________________
 NP0644* NAD 83(1995) POSITION- 42 05 42.18444(N) 102 52 28.01837(W)   ADJUSTED
 NP0644  ______________________________________________________________________
 NP0644  GEOID HEIGHT    -        -18.688 (meters)                     GEOID18
 NP0644  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 NP0644  HORZ ORDER      -  THIRD
 NP0644
 NP0644.The horizontal coordinates were established by classical geodetic methods
 NP0644.and adjusted by the National Geodetic Survey in August 1997.
 NP0644
 NP0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0644.GEOID18 height accuracy estimate available here.
 NP0644
 NP0644.Click photographs - Photos may exist for this station.
 NP0644
 NP0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0644
 NP0644. The following values were computed from the NAD 83(1995) position.
 NP0644
 NP0644;                    North         East     Units Scale Factor Converg.
 NP0644;SPC NE       -   255,064.040   262,316.826   MT  0.99971141   -1 54 17.6
 NP0644;SPC NE       -   836,822.60    860,617.79   sFT  0.99971141   -1 54 17.6
 NP0644;UTM  13      - 4,662,515.947   675,774.974   MT  0.99998019   +1 25 30.9
 NP0644
 NP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7577462515(NAD 83)
 NP0644
 NP0644                          SUPERSEDED SURVEY CONTROL
 NP0644
 NP0644  NAD 83(1993)-  42 05 42.18409(N)    102 52 28.01843(W) AD(       ) 3
 NP0644  NAD 83(1986)-  42 05 42.18073(N)    102 52 28.01660(W) AD(       ) 3
 NP0644  NAD 27      -  42 05 42.29700(N)    102 52 26.28900(W) AD(       ) 3
 NP0644
 NP0644.Superseded values are not recommended for survey control.
 NP0644
 NP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0644.See file dsdata.pdf to determine how the superseded data were derived.
 NP0644
 NP0644_MARKER: 63 = STACK
 NP0644
 NP0644  HISTORY     - Date     Condition        Report By
 NP0644  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0644
 NP0644                          STATION DESCRIPTION
 NP0644
 NP0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0644'LOCATED 106 FEET EAST OF THE CENTER LINE OF BIGHORN STREET,
 NP0644'10 FEET EAST OF THE EAST SIDE OF THE WAREHOUSE BUILDING, AND
 NP0644'35 FEET NORTH OF THE CENTER LINE OF THE RAILROAD SIDE TRACKS.
 NP0644'IT IS A CONCRETE CYLINDRICAL STRUCTURE WITH A DESIGNED CROWN
 NP0644'TOP.  THIS STACK IS NOT IN USE AND WILL PROBABLY BE TORN DOWN.
 NP0644'IT WAS ERECTED PRIOR TO 1920.  THE HEIGHT IS 110 FEET AND
 NP0644'THE BASE IS APPROXIMATELY 9.0 FEET IN DIAMETER.  POINT OBSERVED
 NP0644'UPON IS THE EXTREME TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0643 ***********************************************************************
 NP0643  DESIGNATION -  ALLIANCE HOLY ROSARY CH CROSS
 NP0643  PID         -  NP0643
 NP0643  STATE/COUNTY-  NE/BOX BUTTE
 NP0643  COUNTRY     -  US
 NP0643  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0643
 NP0643                         *CURRENT SURVEY CONTROL
 NP0643  ______________________________________________________________________
 NP0643* NAD 83(1995) POSITION- 42 06 11.58529(N) 102 52 26.58702(W)   ADJUSTED
 NP0643  ______________________________________________________________________
 NP0643  GEOID HEIGHT    -        -18.670 (meters)                     GEOID18
 NP0643  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 NP0643  HORZ ORDER      -  THIRD
 NP0643
 NP0643.The horizontal coordinates were established by classical geodetic methods
 NP0643.and adjusted by the National Geodetic Survey in August 1997.
 NP0643
 NP0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0643.GEOID18 height accuracy estimate available here.
 NP0643
 NP0643.Click photographs - Photos may exist for this station.
 NP0643
 NP0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0643
 NP0643. The following values were computed from the NAD 83(1995) position.
 NP0643
 NP0643;                    North         East     Units Scale Factor Converg.
 NP0643;SPC NE       -   255,969.325   262,379.831   MT  0.99971289   -1 54 16.7
 NP0643;SPC NE       -   839,792.69    860,824.50   sFT  0.99971289   -1 54 16.7
 NP0643;UTM  13      - 4,663,423.607   675,785.287   MT  0.99998023   +1 25 32.7
 NP0643
 NP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7578563423(NAD 83)
 NP0643
 NP0643                          SUPERSEDED SURVEY CONTROL
 NP0643
 NP0643  NAD 83(1993)-  42 06 11.58493(N)    102 52 26.58702(W) AD(       ) 3
 NP0643  NAD 83(1986)-  42 06 11.58157(N)    102 52 26.58510(W) AD(       ) 3
 NP0643  NAD 27      -  42 06 11.69900(N)    102 52 24.85900(W) AD(       ) 3
 NP0643
 NP0643.Superseded values are not recommended for survey control.
 NP0643
 NP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0643.See file dsdata.pdf to determine how the superseded data were derived.
 NP0643
 NP0643_MARKER: 91 = CHURCH CROSS
 NP0643
 NP0643  HISTORY     - Date     Condition        Report By
 NP0643  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0643
 NP0643                          STATION DESCRIPTION
 NP0643
 NP0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0643'LOCATED 37 FEET NORTH OF WEST 9TH STREET AND 78 FEET WEST OF
 NP0643'CHEYENNE AVENUE.  THIS CHURCH WAS ERECTED IN 1911.  THERE IS
 NP0643'AN OCTAGON-SHAPED CUPOLA COVERED WITH COPPER-COLORED METAL
 NP0643'WITH A CROSS IN THE CENTER OF THE TOP, ERECTED ON THE SOUTHEAST
 NP0643'CORNER TOP OF THE TAN BRICK BUILDING.  THE HEIGHT IS
 NP0643'APPROXIMATELY 60 FEET.
 NP0643'
 NP0643'THE POINT OBSERVED UPON WAS THE CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0650 ***********************************************************************
 NP0650  DESIGNATION -  ALLIANCE MUNICIPAL TANK
 NP0650  PID         -  NP0650
 NP0650  STATE/COUNTY-  NE/BOX BUTTE
 NP0650  COUNTRY     -  US
 NP0650  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0650
 NP0650                         *CURRENT SURVEY CONTROL
 NP0650  ______________________________________________________________________
 NP0650* NAD 83(1995) POSITION- 42 06 23.96614(N) 102 52 37.97568(W)   ADJUSTED
 NP0650  ______________________________________________________________________
 NP0650  GEOID HEIGHT    -        -18.662 (meters)                     GEOID18
 NP0650  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 NP0650  HORZ ORDER      -  THIRD
 NP0650
 NP0650.The horizontal coordinates were established by classical geodetic methods
 NP0650.and adjusted by the National Geodetic Survey in August 1997.
 NP0650
 NP0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0650.GEOID18 height accuracy estimate available here.
 NP0650
 NP0650.Click photographs - Photos may exist for this station.
 NP0650
 NP0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0650
 NP0650. The following values were computed from the NAD 83(1995) position.
 NP0650
 NP0650;                    North         East     Units Scale Factor Converg.
 NP0650;SPC NE       -   256,359.705   262,131.082   MT  0.99971352   -1 54 24.2
 NP0650;SPC NE       -   841,073.47    860,008.39   sFT  0.99971352   -1 54 24.2
 NP0650;UTM  13      - 4,663,798.977   675,514.206   MT  0.99997906   +1 25 25.4
 NP0650
 NP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7551463798(NAD 83)
 NP0650
 NP0650                          SUPERSEDED SURVEY CONTROL
 NP0650
 NP0650  NAD 83(1993)-  42 06 23.96578(N)    102 52 37.97568(W) AD(       ) 3
 NP0650  NAD 83(1986)-  42 06 23.96254(N)    102 52 37.97394(W) AD(       ) 3
 NP0650  NAD 27      -  42 06 24.07900(N)    102 52 36.24100(W) AD(       ) 3
 NP0650
 NP0650.Superseded values are not recommended for survey control.
 NP0650
 NP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0650.See file dsdata.pdf to determine how the superseded data were derived.
 NP0650
 NP0650_MARKER: 53 = ELEVATED TANK
 NP0650
 NP0650  HISTORY     - Date     Condition        Report By
 NP0650  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0650  HISTORY     - 1967     GOOD             LOCSUR
 NP0650  HISTORY     - 1977     GOOD             NGS
 NP0650  HISTORY     - 1980     GOOD             NGS
 NP0650
 NP0650                          STATION DESCRIPTION
 NP0650
 NP0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0650'LOCATED IN THE NORTHWEST SECTION OF THE CITY, 77 FEET NORTH
 NP0650'OF THE CENTER LINE OF 12TH STREET, AND 300 FEET EAST OF THE
 NP0650'CENTER LINE OF EMERSON STREET.  IT IS A STEEL CYLINDRICAL
 NP0650'TANK SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE AND PAINTED
 NP0650'SILVER.  THE HEIGHT IS 157 FEET.  THE POINT OBSERVED UPON IS
 NP0650'A SMALL BALL ON THE EXTREME TOP.
 NP0650
 NP0650                          STATION RECOVERY (1967)
 NP0650
 NP0650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0650'RECOVERED BY AERO PARTY 87.
 NP0650'
 NP0650'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0650'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 NP0650
 NP0650                          STATION RECOVERY (1977)
 NP0650
 NP0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 NP0650'RECOVERED AS DESCRIBED.
 NP0650'
 NP0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALLIANCE.
 NP0650
 NP0650                          STATION RECOVERY (1980)
 NP0650
 NP0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 NP0650'RECOVERED AS DESCRIBED.
 NP0650'
 NP0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALLIANCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0642 ***********************************************************************
 NP0642  DESIGNATION -  ALLIANCE NEWBERRYS HDWE CO TK
 NP0642  PID         -  NP0642
 NP0642  STATE/COUNTY-  NE/BOX BUTTE
 NP0642  COUNTRY     -  US
 NP0642  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0642
 NP0642                         *CURRENT SURVEY CONTROL
 NP0642  ______________________________________________________________________
 NP0642* NAD 83(1995) POSITION- 42 05 54.13135(N) 102 52 17.08422(W)   ADJUSTED
 NP0642  ______________________________________________________________________
 NP0642  GEOID HEIGHT    -        -18.681 (meters)                     GEOID18
 NP0642  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 NP0642  HORZ ORDER      -  THIRD
 NP0642
 NP0642.The horizontal coordinates were established by classical geodetic methods
 NP0642.and adjusted by the National Geodetic Survey in August 1997.
 NP0642
 NP0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0642.GEOID18 height accuracy estimate available here.
 NP0642
 NP0642.Click photographs - Photos may exist for this station.
 NP0642
 NP0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0642
 NP0642. The following values were computed from the NAD 83(1995) position.
 NP0642
 NP0642;                    North         East     Units Scale Factor Converg.
 NP0642;SPC NE       -   255,423.997   262,580.116   MT  0.99971201   -1 54 10.4
 NP0642;SPC NE       -   838,003.56    861,481.60   sFT  0.99971201   -1 54 10.4
 NP0642;UTM  13      - 4,662,890.692   676,016.974   MT  0.99998123   +1 25 38.6
 NP0642
 NP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7601662890(NAD 83)
 NP0642
 NP0642                          SUPERSEDED SURVEY CONTROL
 NP0642
 NP0642  NAD 83(1993)-  42 05 54.13099(N)    102 52 17.08426(W) AD(       ) 3
 NP0642  NAD 83(1986)-  42 05 54.12766(N)    102 52 17.08255(W) AD(       ) 3
 NP0642  NAD 27      -  42 05 54.24400(N)    102 52 15.35600(W) AD(       ) 3
 NP0642
 NP0642.Superseded values are not recommended for survey control.
 NP0642
 NP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0642.See file dsdata.pdf to determine how the superseded data were derived.
 NP0642
 NP0642_MARKER: 53 = ELEVATED TANK
 NP0642
 NP0642  HISTORY     - Date     Condition        Report By
 NP0642  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0642  HISTORY     - 1967     GOOD             LOCSUR
 NP0642
 NP0642                          STATION DESCRIPTION
 NP0642
 NP0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0642'LOCATED IN THE DOWNTOWN DISTRICT OF ALLIANCE ON THE NORTHWEST
 NP0642'CORNER OF 4TH STREET AND BOX BUTTE.  IT IS A CYLINDRICAL
 NP0642'STEEL STRUCTURE PAINTED ALUMINUM AND SUPPORTED BY A FOUR-LEGGED
 NP0642'STEEL STRUCTURE.  THE TANK IS SITUATED IN THE CENTER OF THE
 NP0642'SOUTH END OF THE BUILDING.  THE HEIGHT IS APPROXIMATELY
 NP0642'80 FEET.
 NP0642'
 NP0642'THE POINT OBSERVED UPON WAS THE EXTREME TOP.
 NP0642
 NP0642                          STATION RECOVERY (1967)
 NP0642
 NP0642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0642'RECOVERED BY AERO PARTY 87.
 NP0642'
 NP0642'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0642'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0500 ***********************************************************************
 LJ0500  DESIGNATION -  ALLSTON
 LJ0500  PID         -  LJ0500
 LJ0500  STATE/COUNTY-  NE/DUNDY
 LJ0500  COUNTRY     -  US
 LJ0500  USGS QUAD   -  HAIGLER NE (2017)
 LJ0500
 LJ0500                         *CURRENT SURVEY CONTROL
 LJ0500  ______________________________________________________________________
 LJ0500* NAD 83(1995) POSITION- 40 09 21.81551(N) 101 45 56.45314(W)   ADJUSTED
 LJ0500* NAVD 88 ORTHO HEIGHT -   832.    (meters)     2730.    (feet) SCALED
 LJ0500  ______________________________________________________________________
 LJ0500  GEOID HEIGHT    -        -22.757 (meters)                     GEOID18
 LJ0500  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 LJ0500  HORZ ORDER      -  FIRST
 LJ0500
 LJ0500.The horizontal coordinates were established by classical geodetic methods
 LJ0500.and adjusted by the National Geodetic Survey in August 1997.
 LJ0500
 LJ0500.The orthometric height was scaled from a topographic map.
 LJ0500
 LJ0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0500.GEOID18 height accuracy estimate available here.
 LJ0500
 LJ0500.Click photographs - Photos may exist for this station.
 LJ0500
 LJ0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0500
 LJ0500. The following values were computed from the NAD 83(1995) position.
 LJ0500
 LJ0500;                    North         East     Units Scale Factor Converg.
 LJ0500;SPC NE       -    37,369.875   349,585.980   MT  0.99993311   -1 10 12.4
 LJ0500;SPC NE       -   122,604.33  1,146,933.34   sFT  0.99993311   -1 10 12.4
 LJ0500;UTM  14      - 4,448,746.319   264,444.999   MT  1.00028310   -1 47 03.6
 LJ0500
 LJ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0500!SPC NE       -   0.99987300  x   0.99993311  =   0.99980612
 LJ0500!UTM  14      -   0.99987300  x   1.00028310  =   1.00015607
 LJ0500
 LJ0500:                Primary Azimuth Mark                     Grid Az
 LJ0500:SPC NE       -  ALLSTON AZ MK                            033 03 02.1
 LJ0500:UTM  14      -  ALLSTON AZ MK                            033 39 53.3
 LJ0500
 LJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6444448746(NAD 83)
 LJ0500
 LJ0500|---------------------------------------------------------------------|
 LJ0500| PID    Reference Object                     Distance      Geod. Az  |
 LJ0500|                                                           dddmmss.s |
 LJ0500| CP7285 ALLSTON AZ MK                                      0315249.7 |
 LJ0500| CP7286 ALLSTON RM 1                         39.555 METERS 15539     |
 LJ0500| CP7287 ALLSTON RM 2                        160.530 METERS 27430     |
 LJ0500|---------------------------------------------------------------------|
 LJ0500
 LJ0500                          SUPERSEDED SURVEY CONTROL
 LJ0500
 LJ0500  NAD 83(1986)-  40 09 21.81435(N)    101 45 56.45345(W) AD(       ) 1
 LJ0500  NAD 27      -  40 09 21.84300(N)    101 45 54.82800(W) AD(       ) 1
 LJ0500
 LJ0500.Superseded values are not recommended for survey control.
 LJ0500
 LJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0500.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0500
 LJ0500_MARKER: DS = TRIANGULATION STATION DISK
 LJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0500_STAMPING: ALLSTON 1933
 LJ0500_MARK LOGO: CGS
 LJ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0500+STABILITY: SURFACE MOTION
 LJ0500
 LJ0500  HISTORY     - Date     Condition        Report By
 LJ0500  HISTORY     - 1933     MONUMENTED       CGS
 LJ0500  HISTORY     - 1935     GOOD             CGS
 LJ0500
 LJ0500                          STATION DESCRIPTION
 LJ0500
 LJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0500'ABOUT 14 MILES NORTHWEST OF BENKELMAN AND 8 MILES NORTH OF
 LJ0500'PARKS ON A ROUND-TOPPED HILL COVERED WITH SAGE BRUSH AND
 LJ0500'GRASS AND KNOWN LOCALLY AS POTATO HILL.  NEAR THE CENTRAL
 LJ0500'PART OF SEC. 7, T. 2 N., R. 39 W., ON LAND OWNED BY EARL C.
 LJ0500'KRUTSINGER.
 LJ0500'
 LJ0500'STATION IS ON HIGHEST ROUND-TOPPED HILL IN VICINITY, 538 FEET
 LJ0500'EAST OF NORTH-AND-SOUTH MID-SECTION FENCE OF SECTION 7.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION
 LJ0500'ON SAME KNOLL.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 2 IS WEST OF STATION AT WEST
 LJ0500'END OF RIDGE RUNNING EAST AND WEST, 10 FEET EAST OF
 LJ0500'NORTH-AND-SOUTH MID-SECTION FENCE OF SECTION 7.
 LJ0500'
 LJ0500'AZIMUTH MARK IS NORTHEAST OF STATION, 1 FOOT SOUTH
 LJ0500'OF EAST-AND-WEST FENCE, 3 FEET WEST OF FENCE CORNER, AND 5
 LJ0500'FEET SOUTH OF ROAD.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 2 IS NOT VISIBLE FROM THE GROUND.
 LJ0500'
 LJ0500'REACHED FROM BENKELMAN BY GOING WEST ON STATE HIGHWAY 3 FOR
 LJ0500'10.5 MILES TO PARKS.  AT THE WEST EDGE OF PARKS LEAVE HIGHWAY
 LJ0500'3, TURN RIGHT (NORTH) 0.4 MILE, THEN LEFT (WEST) 0.4 MILE,
 LJ0500'THEN RIGHT (NORTH) 6.9 MILES, THEN LEFT (WEST) 1.0 MILE,
 LJ0500'THENCE NORTH 1.0 MILE, THENCE WEST 0.15 MILE TO FENCE CORNER,
 LJ0500'NORTHEAST CORNER SECTION 7.  FROM HERE WORK WAY OVER SMALL
 LJ0500'RIDGES TO HIGHEST ROUND-TOPPED HILL IN VICINITY, SOUTHWEST
 LJ0500'ABOUT 0.5 MILE.
 LJ0500'
 LJ0500'HEIGHT OF LIGHT ABOVE STATION MARK - 3.52 METERS.
 LJ0500
 LJ0500                          STATION RECOVERY (1935)
 LJ0500
 LJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0500'STATION IS 14 MILES NORTHWEST OF BENKELMAN AND 8 MILES NORTH
 LJ0500'OF PARKS, NEBRASKA, AND IS LOCATED NEAR THE CENTER OF SEC. 7,
 LJ0500'T. 2 N., R. 39 W., ON A ROUND-TOPPED HILL KNOWN AS POTATO
 LJ0500'HILL AND ON PROPERTY OWNED BY EARL C. KRUTSINGER.  THE STATION
 LJ0500'MARK IS STAMPED ALLSTON 1933,
 LJ0500'PROJECTS 4 INCHES, AND WAS RECOVERED IN GOOD CONDITION.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF AND ON THE SAME KNOLL
 LJ0500'AS THE STATION.  IT IS STAMPED
 LJ0500'ALLSTON 1933, WAS RECOVERED IN GOOD CONDITION, AND PROJECTS
 LJ0500'4 INCHES.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 10 FEET EAST OF
 LJ0500'A NORTH-SOUTH FENCE, AND PROJECTS 4 INCHES.  IT IS
 LJ0500'STAMPED ALLSTON 1933, AND WAS RECOVERED IN GOOD
 LJ0500'CONDITION.
 LJ0500'
 LJ0500'AZIMUTH MARK IS NORTHEAST OF THE STATION, IN THE SOUTHWEST
 LJ0500'CORNER OF A FENCE T-INTERSECTION, 94 FEET SOUTH OF ANOTHER
 LJ0500'FENCE CORNER, PROJECTS 4 INCHES, IS
 LJ0500'STAMPED ALLSTON 1933, AND WAS RECOVERED IN GOOD CONDITION.
 LJ0500'
 LJ0500'A 10-FOOT STAND CLEARS ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1362 ***********************************************************************
 LH1362  DESIGNATION -  ALMA MAG STATION
 LH1362  PID         -  LH1362
 LH1362  STATE/COUNTY-  NE/HARLAN
 LH1362  COUNTRY     -  US
 LH1362  USGS QUAD   -  ALMA (2017)
 LH1362
 LH1362                         *CURRENT SURVEY CONTROL
 LH1362  ______________________________________________________________________
 LH1362* NAD 83(1995) POSITION- 40 06 16.31984(N) 099 21 38.06508(W)   ADJUSTED
 LH1362* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 LH1362  ______________________________________________________________________
 LH1362  GEOID HEIGHT    -        -25.250 (meters)                     GEOID18
 LH1362  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 LH1362  HORZ ORDER      -  SECOND
 LH1362
 LH1362.The horizontal coordinates were established by classical geodetic methods
 LH1362.and adjusted by the National Geodetic Survey in August 1997.
 LH1362
 LH1362.The orthometric height was scaled from a topographic map.
 LH1362
 LH1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1362.GEOID18 height accuracy estimate available here.
 LH1362
 LH1362.Click photographs - Photos may exist for this station.
 LH1362
 LH1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1362
 LH1362. The following values were computed from the NAD 83(1995) position.
 LH1362
 LH1362;                    North         East     Units Scale Factor Converg.
 LH1362;SPC NE       -    30,314.477   554,516.747   MT  0.99995439   +0 25 25.5
 LH1362;SPC NE       -    99,456.75  1,819,277.03   sFT  0.99995439   +0 25 25.5
 LH1362;UTM  14      - 4,439,421.789   469,268.492   MT  0.99961163   -0 13 56.2
 LH1362
 LH1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1362!SPC NE       -   0.99990824  x   0.99995439  =   0.99986263
 LH1362!UTM  14      -   0.99990824  x   0.99961163  =   0.99951990
 LH1362
 LH1362:                Primary Azimuth Mark                     Grid Az
 LH1362:SPC NE       -  ALMA MAG STA AZ MK                       216 43 16.1
 LH1362:UTM  14      -  ALMA MAG STA AZ MK                       217 22 37.8
 LH1362
 LH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6926839421(NAD 83)
 LH1362
 LH1362|---------------------------------------------------------------------|
 LH1362| PID    Reference Object                     Distance      Geod. Az  |
 LH1362|                                                           dddmmss.s |
 LH1362| CN8557 ALMA MAG STA RM 1                    31.812 METERS 07109     |
 LH1362| LH1360 ALMA MUNICIPAL TANK                 APPROX. 0.9 KM 1753831.8 |
 LH1362| CN8558 ALMA MAG STA RM 2                    27.706 METERS 20027     |
 LH1362| CN8556 ALMA MAG STA AZ MK                                 2170841.6 |
 LH1362|---------------------------------------------------------------------|
 LH1362
 LH1362                          SUPERSEDED SURVEY CONTROL
 LH1362
 LH1362  NAD 83(1986)-  40 06 16.32412(N)    099 21 38.06597(W) AD(       ) 2
 LH1362  NAD 27      -  40 06 16.28700(N)    099 21 36.71200(W) AD(       ) 2
 LH1362
 LH1362.Superseded values are not recommended for survey control.
 LH1362
 LH1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1362.See file dsdata.pdf to determine how the superseded data were derived.
 LH1362
 LH1362_MARKER: DS = TRIANGULATION STATION DISK
 LH1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1362_MARK LOGO: CGS
 LH1362_PROJECTION: FLUSH
 LH1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1362+STABILITY: SURFACE MOTION
 LH1362
 LH1362  HISTORY     - Date     Condition        Report By
 LH1362  HISTORY     - 1935     MONUMENTED       CGS
 LH1362  HISTORY     - 1980     MARK NOT FOUND   NGS
 LH1362
 LH1362                          STATION DESCRIPTION
 LH1362
 LH1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1362'STATION ALMA MAGNETIC LIES ON THE EXACT SITE OF AN OLD MAGNETIC
 LH1362'STATION, IN THE NORTHWESTERN CORNER OF THE HIGH SCHOOL GROUNDS
 LH1362'IN THE NORTHERN PART OF ALMA, 131.5 FEET NORTH OF THE NORTHWEST
 LH1362'CORNER OF HIGH SCHOOL BUILDING, 163 FEET NORTHWEST OF NORTHEAST
 LH1362'CORNER OF SCHOOL, 77 FEET EAST OF CENTER OF STREET, 67 FEET SOUTH
 LH1362'OF CENTER OF STREET, AND 0.6 MILE NORTH-NORTHEAST OF MAIN
 LH1362'STREET CORNER IN ALMA.  MARK IS FLUSH WITH THE GROUND.
 LH1362'
 LH1362'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 32
 LH1362'FEET SOUTH OF CENTER OF STREET, AND 162 FEET NORTH OF NORTHEAST
 LH1362'CORNER OF SCHOOL.  MARK IS FLUSH WITH THE GROUND.
 LH1362'
 LH1362'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION,
 LH1362'43 FEET EAST OF CENTER OF STREET, 68 FEET NORTHWEST OF NORTHWEST
 LH1362'CORNER OF SCHOOL, 88 FEET NORTHWEST OF NORTH SIDE OF ENTRANCE TO
 LH1362'SCHOOL BUILDING, AND IS FLUSH WITH THE GROUND.
 LH1362'
 LH1362'AZIMUTH MARK IS SOUTHWEST OF STATION, 9 FEET EAST
 LH1362'OF EAST GUTTER OF A STREET, 21 FEET EAST OF CENTER OF STREET, AND
 LH1362'PROJECTS 5 INCHES.
 LH1362'
 LH1362'NO TRIANGULATION STATIONS ARE VISIBLE FROM GROUND.  A 60-FOOT
 LH1362'TOWER WAS USED.
 LH1362'
 LH1362'STATION IS REACHED FROM MAIN STREET CORNER IN ALMA BY DRIVING
 LH1362'EAST 2 BLOCKS, THEN NORTH 0.5 MILE TO SCHOOL GROUNDS AND
 LH1362'STATION.
 LH1362
 LH1362                          STATION RECOVERY (1980)
 LH1362
 LH1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1362'NO MARKS WERE FOUND FOR THIS STATION.  THE OLD HIGH SCHOOL BUILDING
 LH1362'HAS BEEN TORN DOWN AND A FIELD TRACK HAS BEEN BUILT AT THE
 LH1362'SITE.  CONSIDERABLE EARTHWORK HAS BEEN DONE AND IT IS POSSIBLE
 LH1362'THE STATION REMAINS UNDER ABOUT 4 FEET OF FILL.  THE STREET TO THE
 LH1362'NORTH OF THE STATION HAS BEEN ABANDONED AND IS NOT READILY
 LH1362'IDENTIFIABLE.  AN INTERVIEW WITH THE SCHOOL CUSTODIAN AND THE
 LH1362'CONTRACTOR WHO PERFORMED THE EARTHWORK IN 1967 PRODUCED NO
 LH1362'RESULTS.  AN INTERVIEW WITH THE PROPERTY OWNER WHERE THE AZIMUTH
 LH1362'MARK WAS LOCATED PRODUCED NO RESULTS.
 LH1362'
 LH1362'THIS STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1360 ***********************************************************************
 LH1360  DESIGNATION -  ALMA MUNICIPAL TANK
 LH1360  PID         -  LH1360
 LH1360  STATE/COUNTY-  NE/HARLAN
 LH1360  COUNTRY     -  US
 LH1360  USGS QUAD   -  ALMA (2017)
 LH1360
 LH1360                         *CURRENT SURVEY CONTROL
 LH1360  ______________________________________________________________________
 LH1360* NAD 83(1995) POSITION- 40 05 48.58600(N) 099 21 35.31342(W)   ADJUSTED
 LH1360  ______________________________________________________________________
 LH1360  GEOID HEIGHT    -        -25.255 (meters)                     GEOID18
 LH1360  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LH1360  HORZ ORDER      -  THIRD
 LH1360
 LH1360.The horizontal coordinates were established by classical geodetic methods
 LH1360.and adjusted by the National Geodetic Survey in August 1997.
 LH1360
 LH1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1360.GEOID18 height accuracy estimate available here.
 LH1360
 LH1360.Click photographs - Photos may exist for this station.
 LH1360
 LH1360.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1360
 LH1360. The following values were computed from the NAD 83(1995) position.
 LH1360
 LH1360;                    North         East     Units Scale Factor Converg.
 LH1360;SPC NE       -    29,459.612   554,588.247   MT  0.99995764   +0 25 27.3
 LH1360;SPC NE       -    96,652.08  1,819,511.61   sFT  0.99995764   +0 25 27.3
 LH1360;UTM  14      - 4,438,566.456   469,330.179   MT  0.99961158   -0 13 54.3
 LH1360
 LH1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6933038566(NAD 83)
 LH1360
 LH1360                          SUPERSEDED SURVEY CONTROL
 LH1360
 LH1360  NAD 83(1986)-  40 05 48.59049(N)    099 21 35.31398(W) AD(       ) 3
 LH1360  NAD 27      -  40 05 48.55000(N)    099 21 33.95900(W) AD(       ) 3
 LH1360
 LH1360.Superseded values are not recommended for survey control.
 LH1360
 LH1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1360.See file dsdata.pdf to determine how the superseded data were derived.
 LH1360
 LH1360_MARKER: 51 = TANK
 LH1360
 LH1360  HISTORY     - Date     Condition        Report By
 LH1360  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1360
 LH1360                          STATION DESCRIPTION
 LH1360
 LH1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1360'THE ALMA WATER TANK IS A SILVER-COLORED TANK IN THE SOUTHEAST
 LH1360'SECTION OF THE CITY ABOUT SEVEN BLOCKS SOUTH OF HIGHWAY
 LH1360'89.  IT IS A MUNICIPAL TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1361 ***********************************************************************
 LH1361  DESIGNATION -  ALMA MUNICIPAL TANK
 LH1361  PID         -  LH1361
 LH1361  STATE/COUNTY-  NE/HARLAN
 LH1361  COUNTRY     -  US
 LH1361  USGS QUAD   -  ALMA (2017)
 LH1361
 LH1361                         *CURRENT SURVEY CONTROL
 LH1361  ______________________________________________________________________
 LH1361* NAD 83(1995) POSITION- 40 06 25.17176(N) 099 21 44.95759(W)   ADJUSTED
 LH1361  ______________________________________________________________________
 LH1361  GEOID HEIGHT    -        -25.247 (meters)                     GEOID18
 LH1361  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 LH1361  HORZ ORDER      -  THIRD
 LH1361
 LH1361.The horizontal coordinates were established by classical geodetic methods
 LH1361.and adjusted by the National Geodetic Survey in August 1997.
 LH1361
 LH1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1361.GEOID18 height accuracy estimate available here.
 LH1361
 LH1361.Click photographs - Photos may exist for this station.
 LH1361
 LH1361.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1361
 LH1361. The following values were computed from the NAD 83(1995) position.
 LH1361
 LH1361;                    North         East     Units Scale Factor Converg.
 LH1361;SPC NE       -    30,586.276   554,351.501   MT  0.99995336   +0 25 20.9
 LH1361;SPC NE       -   100,348.47  1,818,734.88   sFT  0.99995336   +0 25 20.9
 LH1361;UTM  14      - 4,439,695.368   469,106.425   MT  0.99961175   -0 14 00.7
 LH1361
 LH1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6910639695(NAD 83)
 LH1361
 LH1361                          SUPERSEDED SURVEY CONTROL
 LH1361
 LH1361  NAD 83(1986)-  40 06 25.17629(N)    099 21 44.95795(W) AD(       ) 3
 LH1361  NAD 27      -  40 06 25.13400(N)    099 21 43.60200(W) AD(       ) 3
 LH1361
 LH1361.Superseded values are not recommended for survey control.
 LH1361
 LH1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1361.See file dsdata.pdf to determine how the superseded data were derived.
 LH1361
 LH1361_MARKER: 53 = ELEVATED TANK
 LH1361
 LH1361  HISTORY     - Date     Condition        Report By
 LH1361  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1361
 LH1361                          STATION DESCRIPTION
 LH1361
 LH1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1361'THE STATION IS LOCATED AT THE NORTH EDGE OF ALMA.  IT IS 220.0
 LH1361'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING AND 125.0
 LH1361'FEET EAST OF THE CENTER OF U.S. HIGHWAY 183.  IT IS A 6 LEGGED
 LH1361'STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS AN OVERALL
 LH1361'HEIGHT OF ABOUT 100.0 FEET.  THE TANK HAS A CONICAL SHAPED
 LH1361'ROOF WITH A BALL AT THE APEX.
 LH1361'
 LH1361'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.  THIS IS A
 LH1361'NEW TANK BUILT IN 1951, THE OLD TANK WAS TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1193 ***********************************************************************
 LG1193  SACS        -  This is a Secondary Airport Control Station.
 LG1193  DESIGNATION -  ALPHA
 LG1193  PID         -  LG1193
 LG1193  STATE/COUNTY-  NE/YORK
 LG1193  COUNTRY     -  US
 LG1193  USGS QUAD   -  BRADSHAW (2017)
 LG1193
 LG1193                         *CURRENT SURVEY CONTROL
 LG1193  ______________________________________________________________________
 LG1193* NAD 83(2011) POSITION- 40 53 41.58133(N) 097 37 29.73576(W)   ADJUSTED
 LG1193* NAD 83(2011) ELLIP HT-   480.107 (meters)        (06/27/12)   ADJUSTED
 LG1193* NAD 83(2011) EPOCH   -  2010.00
 LG1193* NAVD 88 ORTHO HEIGHT -   506.34  (meters)     1661.2   (feet) GPS OBS
 LG1193  ______________________________________________________________________
 LG1193  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1193  GEOID HEIGHT    -        -26.240 (meters)                     GEOID18
 LG1193  NAD 83(2011) X  -   -640,695.955 (meters)                     COMP
 LG1193  NAD 83(2011) Y  - -4,785,909.370 (meters)                     COMP
 LG1193  NAD 83(2011) Z  -  4,153,920.415 (meters)                     COMP
 LG1193  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 LG1193
 LG1193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1193  Standards:
 LG1193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1193  -------------------------------------------------------------------
 LG1193  NETWORK    0.46   1.10           0.21   0.16   0.56     -0.00285052
 LG1193  -------------------------------------------------------------------
 LG1193  Click here for local accuracies and other accuracy information.
 LG1193
 LG1193.This mark is at York Municipal Airport (JYR)
 LG1193
 LG1193.The horizontal coordinates were established by GPS observations
 LG1193.and adjusted by the National Geodetic Survey in June 2012.
 LG1193
 LG1193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1193.been affixed to the stable North American tectonic plate. See 
 LG1193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1193
 LG1193.The horizontal coordinates are valid at the epoch date displayed above
 LG1193.which is a decimal equivalence of Year/Month/Day.
 LG1193
 LG1193.The orthometric height was determined by GPS observations and a
 LG1193.high-resolution geoid model.
 LG1193
 LG1193.GPS derived orthometric heights for airport stations designated as
 LG1193.PACS or SACS are published to 2 decimal places.  This maintains
 LG1193.centimeter relative accuracy between the PACS and SACS.  It does
 LG1193.not indicate centimeter accuracy relative to other marks which are
 LG1193.part of the published vertical control network.
 LG1193
 LG1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1193.GEOID18 height accuracy estimate available here.
 LG1193
 LG1193.Click photographs - Photos may exist for this station.
 LG1193
 LG1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1193
 LG1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1193
 LG1193.The ellipsoidal height was determined by GPS observations
 LG1193.and is referenced to NAD 83.
 LG1193
 LG1193. The following values were computed from the NAD 83(2011) position.
 LG1193
 LG1193;                    North         East     Units Scale Factor Converg.
 LG1193;SPC NE       -   120,608.974   700,062.174   MT  0.99971504   +1 34 26.2
 LG1193;SPC NE       -   395,697.94  2,296,787.32   sFT  0.99971504   +1 34 26.2
 LG1193;UTM  14      - 4,527,998.317   615,830.922   MT  0.99976513   +0 54 01.2
 LG1193
 LG1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1193!SPC NE       -   0.99992470  x   0.99971504  =   0.99963976
 LG1193!UTM  14      -   0.99992470  x   0.99976513  =   0.99968984
 LG1193
 LG1193:                Primary Azimuth Mark                     Grid Az
 LG1193:SPC NE       -  ALPHA AZ MK                              160 42 59.0
 LG1193:UTM  14      -  ALPHA AZ MK                              161 23 24.0
 LG1193
 LG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1583027998(NAD 83)
 LG1193
 LG1193|---------------------------------------------------------------------|
 LG1193| PID    Reference Object                     Distance      Geod. Az  |
 LG1193|                                                           dddmmss.s |
 LG1193| LG1194 ALPHA AZ MK                         APPROX. 0.7 KM 1621725.2 |
 LG1193|---------------------------------------------------------------------|
 LG1193
 LG1193                          SUPERSEDED SURVEY CONTROL
 LG1193
 LG1193  NAD 83(2007)-  40 53 41.58127(N)    097 37 29.73644(W) AD(2002.00) 0
 LG1193  ELLIP H (02/10/07)  480.130  (m)                       GP(2002.00)    
 LG1193  ELLIP H (12/12/01)  480.127  (m)                       GP(       ) 4 1
 LG1193  NAD 83(1995)-  40 53 41.58104(N)    097 37 29.73599(W) AD(       ) 1
 LG1193  ELLIP H (08/07/98)  480.164  (m)                       GP(       ) 4 1
 LG1193  NAD 83(1995)-  40 53 41.58173(N)    097 37 29.73798(W) AD(       ) 1
 LG1193  ELLIP H (08/18/97)  480.131  (m)                       GP(       ) 4 1
 LG1193  NAD 83(1986)-  40 53 41.58870(N)    097 37 29.73729(W) AD(       ) 1
 LG1193  NGVD 29 (02/23/90)  506.12   (m)  RAPSU86  model used  GPS OBS        
 LG1193
 LG1193.Superseded values are not recommended for survey control.
 LG1193
 LG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1193.See file dsdata.pdf to determine how the superseded data were derived.
 LG1193
 LG1193_MARKER: I = METAL ROD
 LG1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1193_STAMPING: ALPHA 1989
 LG1193_MARK LOGO: NGS
 LG1193_PROJECTION: FLUSH
 LG1193_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1193+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 LG1193_ROD/PIPE-DEPTH: 9.14 meters
 LG1193_SLEEVE-DEPTH  : 0.95 meters
 LG1193
 LG1193  HISTORY     - Date     Condition        Report By
 LG1193  HISTORY     - 1989     MONUMENTED       NGS
 LG1193  HISTORY     - 19890615 GOOD             NGS
 LG1193  HISTORY     - 19950517 GOOD             NGS
 LG1193  HISTORY     - 19970604 GOOD             NGS
 LG1193  HISTORY     - 20040415 GOOD             NDA
 LG1193  HISTORY     - 20070920 GOOD             INDIV
 LG1193
 LG1193                          STATION DESCRIPTION
 LG1193
 LG1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1193'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF YORK, 0.8
 LG1193'KM (0.50 MI) NORTH OF US HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT.
 LG1193'OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE, YORK, NE 68467.  AIRPORT
 LG1193'MANAGER IS THE CITY ADMINISTRATOR, TELEPHONE 402-362-4407.
 LG1193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST
 LG1193'ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 (25TH STREET)
 LG1193'FOR 2.88 KM (1.80 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 LG1193'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.48 KM (0.30 MI) TO A DRIVEWAY
 LG1193'ON THE LEFT JUST BEFORE REACHING THE OFFICE.  TURN LEFT AND GO NORTH
 LG1193'FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN
 LG1193'RIGHT AND GO EAST FOR 0.40 KM (0.25 MI) TO AN APRON.  TURN LEFT AND GO
 LG1193'NORTHERLY ON THE APRON, THEN ALONG A GRASS RIDGE, A FUTURE TAXIWAY,
 LG1193'FOR 0.48 KM (0.30 MI) TO A CIRCLE WHICH ENCLOSES A WIND TEE AND THE
 LG1193'STATION.
 LG1193'THE STATION IS 9.5 M (31.2 FT) EAST-SOUTHEAST OF THE BASE OF THE WIND
 LG1193'TEE AND 5.9 M (19.4 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 LG1193'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1193'DESCRIBED BY R.D.BALL.
 LG1193
 LG1193                          STATION RECOVERY (1989)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1193'THE STATION IS LOCATED AT THE YORK MUNI AIRPORT AT THE MIDFIELD WIND
 LG1193'TEE.  THE STATION IS 32.8 FT (10.0 M) SOUTHEAST OF THE CENTER OF THE
 LG1193'WIND TEE, 19.7 FT (6.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 LG1193'31.8 FT (9.7 M) SOUTHWEST OF THE SOUTH END OF THE EAST SEGMENTED
 LG1193'CIRCLE MARKER.  THE STATION IS A STAINLESS STEEL ROD SET 0.3 BENEATH A
 LG1193'5 INCH LOGO CAP.  THE CAP IS STAMPED ALPHA 1989.
 LG1193
 LG1193                          STATION RECOVERY (1995)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1193'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRADSHAW, 2.0 MI
 LG1193'(3.2 KM) NORTHWEST OF YORK AND AT THE YORK MUNICIPAL AIRPORT.
 LG1193'OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE, YORK NE 68467.  AIRPORT
 LG1193'MANAGER, JACK KIDDER, PHONE (402) 362-4407.  TO REACH THE STATION FROM
 LG1193'THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST ON THE NORTH SIDE OF
 LG1193'YORK, GO WEST ON U.S. HIGHWAY 34 FOR 1.8 MI (2.9 KM) TO THE AIRPORT
 LG1193'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.3
 LG1193'MI (0.5 KM) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.05
 LG1193'MI (0.08 KM) TO A GATE, PASS THROUGH GATE, TURN RIGHT AND GO EAST FOR
 LG1193'0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY AHEAD AND A GRASS RIDGE LEFT
 LG1193'(FUTURE TAXIWAY), TURN LEFT AND GO NORTHERLY ON THE RIDGE FOR 0.3 MI
 LG1193'(0.5 KM) TO A WIND TEE WITH SEGMENTED CIRCLE AND THE STATION ON THE
 LG1193'LEFT.  THE STATION IS 31.2 FT (9.5 M) EAST-SOUTHEAST OF THE BASE OF
 LG1193'THE WIND TEE AND 19.4 FT (5.9 M) NORTH-NORTHWEST OF A WITNESS POST.
 LG1193'THIS STATION TO BE USED AS SACS.
 LG1193
 LG1193                          STATION RECOVERY (1997)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1193'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 LG1193'MANAGER CAN BE REACHED AT PHONE 402-363-2660.  THIS IS A SECONDARY
 LG1193'AIRPORT CONTROL STATION.
 LG1193
 LG1193                          STATION RECOVERY (2004)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1193'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT IS
 LG1193'MANAGED BY THE CITY OF YORK.  ONCE YOU COME TO THE CONNECTOR TAXIWAY
 LG1193'TURN LEFT AND FOLLOW PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO A WIND
 LG1193'TEE WITH SEGMENTED CIRCLE AND THE STATION ON THE LEFT OF THE WIND TEE.
 LG1193'THE STATION IS 31.2 FT EAST-SOUTHEAST OF THE BASE OF THE WIND TEE AND
 LG1193'19.4 FT NORTH-NORTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS
 LG1193'SACS.
 LG1193
 LG1193                          STATION RECOVERY (2007)
 LG1193
 LG1193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JPH)
 LG1193'RECOVERY NOTE BY HWS CONSULTING GROUP 2007 (JPH)
 LG1193'THE STATION IS LOCATED ABOUT 2.00 MI (3.2 KM) NORTHWEST OF YORK, 0.50
 LG1193'
 LG1193'MI (0.8 KM) NORTH OF U.S. HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT,
 LG1193'NEAR RUNWAY END 35. OWNERSHIP-CITY OF YORK, 621 NEBRASKA AVENUE,
 LG1193'YORK, NE 68467. AIRPORT MANAGER IS THE CITY DIRECTOR OF PUBLIC WORKS,
 LG1193'
 LG1193'TELEPHONE 402-363-2600.
 LG1193'TO REACH THE STATION FROM THE RELOCATED INTERSECTION OF U.S. HIGHWAYS
 LG1193'
 LG1193'34 AND 81 ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 FOR
 LG1193'0.6 MI(0.97 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1194 ***********************************************************************
 LG1194  SACS        -  This is a Secondary Airport Control Station.
 LG1194  DESIGNATION -  ALPHA AZ MK
 LG1194  PID         -  LG1194
 LG1194  STATE/COUNTY-  NE/YORK
 LG1194  COUNTRY     -  US
 LG1194  USGS QUAD   -  YORK NORTH (2017)
 LG1194
 LG1194                         *CURRENT SURVEY CONTROL
 LG1194  ______________________________________________________________________
 LG1194* NAD 83(2011) POSITION- 40 53 18.99008(N) 097 37 20.22989(W)   ADJUSTED
 LG1194* NAD 83(2011) ELLIP HT-   482.150 (meters)        (06/27/12)   ADJUSTED
 LG1194* NAD 83(2011) EPOCH   -  2010.00
 LG1194* NAVD 88 ORTHO HEIGHT -   508.40  (meters)     1668.0   (feet) GPS OBS
 LG1194  ______________________________________________________________________
 LG1194  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1194  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 LG1194  NAD 83(2011) X  -   -640,536.114 (meters)                     COMP
 LG1194  NAD 83(2011) Y  - -4,786,392.631 (meters)                     COMP
 LG1194  NAD 83(2011) Z  -  4,153,394.901 (meters)                     COMP
 LG1194  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 LG1194
 LG1194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1194  Standards:
 LG1194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1194  -------------------------------------------------------------------
 LG1194  NETWORK    0.48   1.12           0.22   0.16   0.57     -0.01602706
 LG1194  -------------------------------------------------------------------
 LG1194  Click here for local accuracies and other accuracy information.
 LG1194
 LG1194.This mark is at York Municipal Airport (JYR)
 LG1194
 LG1194.The horizontal coordinates were established by GPS observations
 LG1194.and adjusted by the National Geodetic Survey in June 2012.
 LG1194
 LG1194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1194.been affixed to the stable North American tectonic plate. See 
 LG1194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1194
 LG1194.The horizontal coordinates are valid at the epoch date displayed above
 LG1194.which is a decimal equivalence of Year/Month/Day.
 LG1194
 LG1194.The orthometric height was determined by GPS observations and a
 LG1194.high-resolution geoid model.
 LG1194
 LG1194.GPS derived orthometric heights for airport stations designated as
 LG1194.PACS or SACS are published to 2 decimal places.  This maintains
 LG1194.centimeter relative accuracy between the PACS and SACS.  It does
 LG1194.not indicate centimeter accuracy relative to other marks which are
 LG1194.part of the published vertical control network.
 LG1194
 LG1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1194.GEOID18 height accuracy estimate available here.
 LG1194
 LG1194.Click photographs - Photos may exist for this station.
 LG1194
 LG1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1194
 LG1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1194
 LG1194.The ellipsoidal height was determined by GPS observations
 LG1194.and is referenced to NAD 83.
 LG1194
 LG1194. The following values were computed from the NAD 83(2011) position.
 LG1194
 LG1194;                    North         East     Units Scale Factor Converg.
 LG1194;SPC NE       -   119,918.661   700,303.697   MT  0.99971621   +1 34 32.5
 LG1194;SPC NE       -   393,433.14  2,297,579.71   sFT  0.99971621   +1 34 32.5
 LG1194;UTM  14      - 4,527,305.177   616,064.324   MT  0.99976580   +0 54 07.0
 LG1194
 LG1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1194!SPC NE       -   0.99992437  x   0.99971621  =   0.99964061
 LG1194!UTM  14      -   0.99992437  x   0.99976580  =   0.99969019
 LG1194
 LG1194:                Primary Azimuth Mark                     Grid Az
 LG1194:SPC NE       -  ALPHA                                    340 42 58.9
 LG1194:UTM  14      -  ALPHA                                    341 23 24.4
 LG1194
 LG1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1606427305(NAD 83)
 LG1194
 LG1194|---------------------------------------------------------------------|
 LG1194| PID    Reference Object                     Distance      Geod. Az  |
 LG1194|                                                           dddmmss.s |
 LG1194| LG1193 ALPHA                               APPROX. 0.7 KM 3421731.4 |
 LG1194|---------------------------------------------------------------------|
 LG1194
 LG1194                          SUPERSEDED SURVEY CONTROL
 LG1194
 LG1194  NAD 83(2007)-  40 53 18.99003(N)    097 37 20.23058(W) AD(2002.00) 0
 LG1194  ELLIP H (02/10/07)  482.173  (m)                       GP(2002.00)    
 LG1194  ELLIP H (12/12/01)  482.170  (m)                       GP(       ) 4 1
 LG1194  NAD 83(1995)-  40 53 18.98979(N)    097 37 20.23012(W) AD(       ) 1
 LG1194  ELLIP H (08/07/98)  482.207  (m)                       GP(       ) 4 1
 LG1194  NAD 83(1995)-  40 53 18.99030(N)    097 37 20.23157(W) AD(       ) 3
 LG1194  ELLIP H (08/18/97)  482.174  (m)                       GP(       ) 4 1
 LG1194  NAD 83(1986)-  40 53 18.99729(N)    097 37 20.23089(W) AD(       ) 3
 LG1194  NGVD 29 (02/23/90)  508.26   (m)  RAPSU86  model used  GPS OBS        
 LG1194
 LG1194.Superseded values are not recommended for survey control.
 LG1194
 LG1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1194.See file dsdata.pdf to determine how the superseded data were derived.
 LG1194
 LG1194_MARKER: I = METAL ROD
 LG1194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1194_STAMPING: ALPHA AZ MK 1989
 LG1194_MARK LOGO: NGS
 LG1194_PROJECTION: FLUSH
 LG1194_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1194+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 LG1194_ROD/PIPE-DEPTH: 9.08 meters
 LG1194_SLEEVE-DEPTH  : 0.95 meters
 LG1194
 LG1194  HISTORY     - Date     Condition        Report By
 LG1194  HISTORY     - 1989     MONUMENTED       NGS
 LG1194  HISTORY     - 19890615 GOOD             NGS
 LG1194  HISTORY     - 19950517 GOOD             NGS
 LG1194  HISTORY     - 19970604 GOOD             NGS
 LG1194  HISTORY     - 20040415 GOOD             NDA
 LG1194  HISTORY     - 20070920 GOOD             INDIV
 LG1194
 LG1194                          STATION DESCRIPTION
 LG1194
 LG1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1194'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF YORK, 0.8
 LG1194'KM (0.50 MI) NORTH OF U.S. HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT,
 LG1194'NEAR RUNWAY END 35.  OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE,
 LG1194'YORK, NE 68467.  AIRPORT MANAGER IS THE CITY ADMINISTRATOR, TELEPHONE
 LG1194'402-362-4407.
 LG1194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST
 LG1194'ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 (25TH STREET)
 LG1194'FOR 2.88 KM (1.80 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 LG1194'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.48 KM (0.30 MI) TO A DRIVEWAY
 LG1194'ON THE LEFT JUST BEFORE REACHING THE OFFICE.  TURN LEFT AND GO NORTH
 LG1194'FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN
 LG1194'RIGHT AND GO EAST FOR 0.40 KM (0.25 MI) TO AN APRON.  TURN RIGHT AND
 LG1194'GO SOUTHERLY ON THE APRON, THEN A TAXIWAY FOR 0.4 KM (0.25 MI) TO THE
 LG1194'STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE RUNUP PAD TO
 LG1194'RUNWAY END 35.
 LG1194'THE STATION IS 42.7 M (140.1 FT) WEST OF THE EXTENDED RUNWAY
 LG1194'CENTERLINE, 19.5 M (64.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 LG1194'RUNUP PAD, 10.9 M (35.8 FT) SOUTH OF THE TAXIWAY CENTERLINE AND 2.8 M
 LG1194'(9.2 FT) SOUTHEAST OF A TAXIWAY LIGHT.
 LG1194'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1194'DESCRIBED BY R.D.BALL.
 LG1194
 LG1194                          STATION RECOVERY (1989)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1194'THE STATION IS LOCATED AT YORK MUNI AIRPORT AT THE SOUTH END OF THE
 LG1194'NORTH-SOUTH RUNWAY AND ON THE WEST SIDE.  THE STATION IS 141.3 FT
 LG1194'(43.1 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 35, 35.6 FT (10.9
 LG1194'M) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 63.9 FT (19.5 M) NORTHEAST
 LG1194'OF THE SOUTHEAST CORNER OF THE RUNUP PAD, 20.6 FT (6.3 M) SOUTHEAST OF
 LG1194'THE TAXIWAY/RUNUP PAD EDGE CORNER, AND 9.2 FT (2.8 M) SOUTHEAST OF THE
 LG1194'TAXIWAY LIGHT IN THE CORNER OF THE TAXIWAY/RUNUP PAD.  THE STATION IS
 LG1194'A STAINLESS STEEL ROD SET IN THE CENTER AND 0.3 FOOT (9.1 CM) BENEATH
 LG1194'A 5 INCH LOGO CAP WHICH IS STAMPED ALPHA AZ MK 1989.
 LG1194
 LG1194                          STATION RECOVERY (1995)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1194'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRADSHAW, 2.0 MI
 LG1194'(3.2 KM) NORTHWEST OF YORK AND AT THE YORK MUNICIPAL AIRPORT.
 LG1194'OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE, YORK NE 68467.  AIRPORT
 LG1194'MANAGER, JACK KIDDER, PHONE (402) 362-4407.  TO REACH THE STATION FROM
 LG1194'THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST ON THE NORTH SIDE OF
 LG1194'YORK, GO WEST ON U.S. HIGHWAY 34 FOR 1.8 MI (2.9 KM) TO THE AIRPORT
 LG1194'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.3
 LG1194'MI (0.5 KM) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.05
 LG1194'MI (0.08 KM) TO A GATE, PASS THROUGH GATE, TURN RIGHT AND GO EAST FOR
 LG1194'0.25 MI (0.40 KM) TO AN APRON, TURN RIGHT AND GO SOUTHERLY ON THE
 LG1194'APRON, THEN A PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO THE STATION,
 LG1194'NEAR THE NORTHEAST CORNER OF THE AIRCRAFT HOLDING AREA.  THE STATION
 LG1194'IS 140.0 FT (42.7 M) WEST OF THE EXTENDED RUNWAY CENTER, 64.0 FT (19.5
 LG1194'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE HOLDING AREA, 35.8 FT
 LG1194'(10.9 M) SOUTH OF THE TAXIWAY CENTER AND 9.2 FT (2.8 M) SOUTHEAST OF A
 LG1194'TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 LG1194
 LG1194                          STATION RECOVERY (1997)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1194'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER CAN BE CONTACTED AT PHONE
 LG1194'402-363-2660.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 LG1194
 LG1194                          STATION RECOVERY (2004)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1194'RECOVERED AS DESCRIBED
 LG1194
 LG1194                          STATION RECOVERY (2007)
 LG1194
 LG1194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JPH)
 LG1194'RECOVERY NOTE BY HWS CONSULTING GROUP 2007 (JPH)
 LG1194'THE STATION IS LOCATED ABOUT 2.00 MI (3.2 KM) NORTHWEST OF YORK, 0.50
 LG1194'
 LG1194'MI (0.8 KM) NORTH OF U.S. HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT,
 LG1194'NEAR RUNWAY END 35. OWNERSHIP-CITY OF YORK, 621 NEBRASKA AVENUE,
 LG1194'YORK, NE 68467. AIRPORT MANAGER IS THE CITY DIRECTOR OF PUBLIC WORKS,
 LG1194'
 LG1194'TELEPHONE 402-363-2600.
 LG1194'TO REACH THE STATION FROM THE RELOCATED INTERSECTION OF U.S. HIGHWAYS
 LG1194'
 LG1194'34 AND 81 ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 FOR
 LG1194'0.6 MI(0.97 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1431 ***********************************************************************
 LG1431  DESIGNATION -  ALVO AZ MK
 LG1431  PID         -  LG1431
 LG1431  STATE/COUNTY-  NE/CASS
 LG1431  COUNTRY     -  US
 LG1431  USGS QUAD   -  ELMWOOD (2017)
 LG1431
 LG1431                         *CURRENT SURVEY CONTROL
 LG1431  ______________________________________________________________________
 LG1431* NAD 83(1995) POSITION- 40 52 15.24313(N) 096 21 52.87395(W)   ADJUSTED
 LG1431* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 LG1431  ______________________________________________________________________
 LG1431  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 LG1431  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 LG1431  HORZ ORDER      -  THIRD
 LG1431
 LG1431.The horizontal coordinates were established by classical geodetic methods
 LG1431.and adjusted by the National Geodetic Survey in August 1997.
 LG1431
 LG1431.The orthometric height was scaled from a topographic map.
 LG1431
 LG1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1431.GEOID18 height accuracy estimate available here.
 LG1431
 LG1431.Click photographs - Photos may exist for this station.
 LG1431
 LG1431.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1431
 LG1431. The following values were computed from the NAD 83(1995) position.
 LG1431
 LG1431;                    North         East     Units Scale Factor Converg.
 LG1431;SPC NE       -   121,638.260   806,277.512   MT  0.99971956   +2 24 32.8
 LG1431;SPC NE       -   399,074.86  2,645,262.14   sFT  0.99971956   +2 24 32.8
 LG1431;UTM  14      - 4,527,769.202   722,077.122   MT  1.00020706   +1 43 30.5
 LG1431
 LG1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1431!SPC NE       -   0.99994179  x   0.99971956  =   0.99966136
 LG1431!UTM  14      -   0.99994179  x   1.00020706  =   1.00014884
 LG1431
 LG1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2207727769(NAD 83)
 LG1431
 LG1431                          SUPERSEDED SURVEY CONTROL
 LG1431
 LG1431  NAD 83(1986)-  40 52 15.25440(N)    096 21 52.87199(W) AD(       ) 3
 LG1431
 LG1431.Superseded values are not recommended for survey control.
 LG1431
 LG1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1431.See file dsdata.pdf to determine how the superseded data were derived.
 LG1431
 LG1431_MARKER: DZ = AZIMUTH MARK DISK
 LG1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1431_STAMPING: ALVO 1961
 LG1431_MARK LOGO: CGS
 LG1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1431+STABILITY: SURFACE MOTION
 LG1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1431+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1986
 LG1431
 LG1431  HISTORY     - Date     Condition        Report By
 LG1431  HISTORY     - 1961     MONUMENTED       CGS
 LG1431  HISTORY     - 19860513 GOOD             NGS
 LG1431
 LG1431                          STATION DESCRIPTION
 LG1431
 LG1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1431'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 6.4 KM (4.0 MI) NORTH
 LG1431'FROM U.S. HIGHWAY 34, 2.0 KM (1.2 MI) EAST FROM ALVO AND ON THE NORTH
 LG1431'RIGHT-OF-WAY OF A CASS COUNTY ROAD.
 LG1431'TO REACH THE STATION FROM THE ALVO POST OFFICE, GO SOUTH FOR 0.08 KM
 LG1431'(0.05 MI) TO A T-ROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 LG1431'2.09 KM (1.30 MI) TO THE MARK ON THE LEFT.
 LG1431'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG1431'0.010 M (0.033 FT) ABOVE THE GROUND SURFACE.  IT IS 10.67 M
 LG1431'(35.01 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.43 M (1.41 FT)
 LG1431'EAST-NORTHEAST FROM A WITNESS POST AND 0.15 M (0.49 FT) SOUTH FROM A
 LG1431'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0992 ***********************************************************************
 LG0992  DESIGNATION -  ALVO MUNICIPAL TANK
 LG0992  PID         -  LG0992
 LG0992  STATE/COUNTY-  NE/CASS
 LG0992  COUNTRY     -  US
 LG0992  USGS QUAD   -  EAGLE (2017)
 LG0992
 LG0992                         *CURRENT SURVEY CONTROL
 LG0992  ______________________________________________________________________
 LG0992* NAD 83(1995) POSITION- 40 52 18.55784(N) 096 22 53.38931(W)   ADJUSTED
 LG0992  ______________________________________________________________________
 LG0992  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 LG0992  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 LG0992  HORZ ORDER      -  THIRD
 LG0992
 LG0992.The horizontal coordinates were established by classical geodetic methods
 LG0992.and adjusted by the National Geodetic Survey in August 1997.
 LG0992
 LG0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0992.GEOID18 height accuracy estimate available here.
 LG0992
 LG0992.Click photographs - Photos may exist for this station.
 LG0992
 LG0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0992
 LG0992. The following values were computed from the NAD 83(1995) position.
 LG0992
 LG0992;                    North         East     Units Scale Factor Converg.
 LG0992;SPC NE       -   121,680.982   804,857.825   MT  0.99971938   +2 23 52.7
 LG0992;SPC NE       -   399,215.02  2,640,604.38   sFT  0.99971938   +2 23 52.7
 LG0992;UTM  14      - 4,527,828.895   720,657.360   MT  1.00019932   +1 42 51.0
 LG0992
 LG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2065727828(NAD 83)
 LG0992
 LG0992                          SUPERSEDED SURVEY CONTROL
 LG0992
 LG0992  NAD 83(1986)-  40 52 18.56967(N)    096 22 53.38717(W) AD(       ) 3
 LG0992  NAD 27      -  40 52 18.57317(N)    096 22 52.35266(W) AD(       ) 3
 LG0992
 LG0992.Superseded values are not recommended for survey control.
 LG0992
 LG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0992.See file dsdata.pdf to determine how the superseded data were derived.
 LG0992
 LG0992_MARKER: 53 = ELEVATED TANK
 LG0992
 LG0992  HISTORY     - Date     Condition        Report By
 LG0992  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0992  HISTORY     - 20040803 GOOD             USPSQD
 LG0992
 LG0992                          STATION DESCRIPTION
 LG0992
 LG0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0992'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG0992'THE WATER TANK IS LOCATED AT THE EAST EDGE OF ALVO APPROXIMATELY
 LG0992'0.1 MILE SOUTHEAST OF ALVO HIGH SCHOOL.  THE WATER TANK IS PAINTED
 LG0992'SILVER AND HAS THE WORD (ALVO) PRINTED ON THE SIDE, THE WATER
 LG0992'TANK IS SUPPORTED BY FOUR LEGS AND IS APPROXIMATELY 130 FEET
 LG0992'HIGH.
 LG0992
 LG0992                          STATION RECOVERY (2004)
 LG0992
 LG0992'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0992'STATION FOUND GOOD.  TANK IS TWO BLOCKS EAST OF PAUL STREET JUST
 LG0992'INSIDE THE EASTERN EDGE OF THE CITY LIMITS OF THE TOWN OF ALVO, IN THE
 LG0992'NORTHEAST QUARTER OF THE BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1408 ***********************************************************************
 LG1408  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1408  DESIGNATION -  ALVO RESET
 LG1408  PID         -  LG1408
 LG1408  STATE/COUNTY-  NE/CASS
 LG1408  COUNTRY     -  US
 LG1408  USGS QUAD   -  EAGLE (2017)
 LG1408
 LG1408                         *CURRENT SURVEY CONTROL
 LG1408  ______________________________________________________________________
 LG1408* NAD 83(2011) POSITION- 40 52 18.39576(N) 096 22 52.66473(W)   ADJUSTED
 LG1408* NAD 83(2011) ELLIP HT-   380.371 (meters)        (06/27/12)   ADJUSTED
 LG1408* NAD 83(2011) EPOCH   -  2010.00
 LG1408* NAVD 88 ORTHO HEIGHT -   406.37  (meters)     1333.2   (feet) GPS OBS
 LG1408  ______________________________________________________________________
 LG1408  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG1408  GEOID HEIGHT    -        -25.985 (meters)                     GEOID99
 LG1408  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 LG1408  NAD 83(2011) X  -   -536,851.168 (meters)                     COMP
 LG1408  NAD 83(2011) Y  - -4,800,281.857 (meters)                     COMP
 LG1408  NAD 83(2011) Z  -  4,151,914.934 (meters)                     COMP
 LG1408  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LG1408
 LG1408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1408  Standards:
 LG1408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1408  -------------------------------------------------------------------
 LG1408  NETWORK    0.99   0.98           0.43   0.37   0.50      0.12430095
 LG1408  -------------------------------------------------------------------
 LG1408  Click here for local accuracies and other accuracy information.
 LG1408
 LG1408.The horizontal coordinates were established by GPS observations
 LG1408.and adjusted by the National Geodetic Survey in June 2012.
 LG1408
 LG1408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1408.been affixed to the stable North American tectonic plate. See 
 LG1408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1408
 LG1408.The horizontal coordinates are valid at the epoch date displayed above
 LG1408.which is a decimal equivalence of Year/Month/Day.
 LG1408
 LG1408.The orthometric height was determined by GPS observations and a
 LG1408.high-resolution geoid model using precise GPS observation and
 LG1408.processing techniques.
 LG1408
 LG1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1408.GEOID18 height accuracy estimate available here.
 LG1408
 LG1408.Click photographs - Photos may exist for this station.
 LG1408
 LG1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1408
 LG1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1408
 LG1408.The ellipsoidal height was determined by GPS observations
 LG1408.and is referenced to NAD 83.
 LG1408
 LG1408. The following values were computed from the NAD 83(2011) position.
 LG1408
 LG1408;                    North         East     Units Scale Factor Converg.
 LG1408;SPC NE       -   121,676.698   804,874.982   MT  0.99971939   +2 23 53.2
 LG1408;SPC NE       -   399,200.97  2,640,660.67   sFT  0.99971939   +2 23 53.2
 LG1408;UTM  14      - 4,527,824.404   720,674.472   MT  1.00019941   +1 42 51.4
 LG1408
 LG1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1408!SPC NE       -   0.99994034  x   0.99971939  =   0.99965974
 LG1408!UTM  14      -   0.99994034  x   1.00019941  =   1.00013974
 LG1408
 LG1408:                Primary Azimuth Mark                     Grid Az
 LG1408:SPC NE       -  ALVO AZ MK                               091 34 08.2
 LG1408:UTM  14      -  ALVO AZ MK                               092 15 10.0
 LG1408
 LG1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2067427824(NAD 83)
 LG1408
 LG1408|---------------------------------------------------------------------|
 LG1408| PID    Reference Object                     Distance      Geod. Az  |
 LG1408|                                                           dddmmss.s |
 LG1408| LG1431 ALVO AZ MK                          APPROX. 1.4 KM 0935801.4 |
 LG1408| LG1432 ALVO RM 1                            28.325 METERS 14449     |
 LG1408| LG1433 ALVO RM 2                            33.589 METERS 23555     |
 LG1408| LG0992 ALVO MUNICIPAL TANK                  17.664 METERS 28634     |
 LG1408|---------------------------------------------------------------------|
 LG1408
 LG1408                          SUPERSEDED SURVEY CONTROL
 LG1408
 LG1408  NAD 83(2007)-  40 52 18.39577(N)    096 22 52.66525(W) AD(2002.00) 0
 LG1408  ELLIP H (02/10/07)  380.391  (m)                       GP(2002.00)    
 LG1408  NAD 83(1995)-  40 52 18.39563(N)    096 22 52.66463(W) AD(       ) 1
 LG1408  ELLIP H (03/30/05)  380.359  (m)                       GP(       ) 3 1
 LG1408  NAD 83(1995)-  40 52 18.39508(N)    096 22 52.66610(W) AD(       ) 2
 LG1408  NAD 83(1986)-  40 52 18.40634(N)    096 22 52.66415(W) AD(       ) 2
 LG1408  NAD 27      -  40 52 18.41040(N)    096 22 51.62936(W) AD(       ) 2
 LG1408
 LG1408.Superseded values are not recommended for survey control.
 LG1408
 LG1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1408.See file dsdata.pdf to determine how the superseded data were derived.
 LG1408
 LG1408_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1408_STAMPING: ALVO 1961 1986
 LG1408_MARK LOGO: NGS
 LG1408_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1408+STABILITY: SURFACE MOTION
 LG1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1408+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1408
 LG1408  HISTORY     - Date     Condition        Report By
 LG1408  HISTORY     - 1986     MONUMENTED       NGS
 LG1408  HISTORY     - 2002     GOOD             NEDR
 LG1408
 LG1408                          STATION DESCRIPTION
 LG1408
 LG1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1408'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH FROM U.S. HIGHWAY
 LG1408'34, IN THE EAST EDGE OF ALVO, AT THE SITE OF THE ALVO MUNICIPAL WATER
 LG1408'TANK. THE PROPERTY IS OWNED BY THE CITY OF ALVO.
 LG1408'TO REACH THE STATION FROM THE POST OFFICE, IN ALVO, GO NORTH FOR 0.08
 LG1408'KM (0.05 MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST FOR 0.64 KM
 LG1408'(0.40 MI) TO THE END OF THE STREET, THE OLD WATER TANK AND THE
 LG1408'STATION ON THE RIGHT.
 LG1408'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1408'RECESSED 0.050 M (0.164 FT) BELOW THE GROUND SURFACE.  THE
 LG1408'UNDERGROUND DISK IS RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE
 LG1408'AND IS STAMPED--ALVO 1961--. THE MARKS ARE 16.76 M (54.99 FT) WEST
 LG1408'FROM A NORTH-SOUTH FENCE, 12.37 M (40.58 FT) EAST FROM THE SOUTHEAST
 LG1408'LEG OF THE WATER TANK, 10.06 M (33.01 FT) SOUTH-SOUTHEAST FROM THE
 LG1408'SOUTHEAST CORNER OF A CEMENT BLOCK BUILDING AND 0.61 M (2.00 FT)
 LG1408'SOUTHWEST FROM A WITNESS POST.
 LG1408
 LG1408                          STATION RECOVERY (2002)
 LG1408
 LG1408'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1408'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0684 ***********************************************************************
 NN0684  DESIGNATION -  AMELIA
 NN0684  PID         -  NN0684
 NN0684  STATE/COUNTY-  NE/HOLT
 NN0684  COUNTRY     -  US
 NN0684  USGS QUAD   -  AMELIA (2017)
 NN0684
 NN0684                         *CURRENT SURVEY CONTROL
 NN0684  ______________________________________________________________________
 NN0684* NAD 83(1995) POSITION- 42 13 00.91417(N) 098 55 11.59612(W)   ADJUSTED
 NN0684* NAVD 88 ORTHO HEIGHT -   693.    (meters)     2274.    (feet) SCALED
 NN0684  ______________________________________________________________________
 NN0684  GEOID HEIGHT    -        -23.769 (meters)                     GEOID18
 NN0684  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 NN0684  HORZ ORDER      -  FIRST
 NN0684
 NN0684.The horizontal coordinates were established by classical geodetic methods
 NN0684.and adjusted by the National Geodetic Survey in August 1997.
 NN0684
 NN0684.The orthometric height was scaled from a topographic map.
 NN0684
 NN0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0684.GEOID18 height accuracy estimate available here.
 NN0684
 NN0684.Click photographs - Photos may exist for this station.
 NN0684
 NN0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0684
 NN0684. The following values were computed from the NAD 83(1995) position.
 NN0684
 NN0684;                    North         East     Units Scale Factor Converg.
 NN0684;SPC NE       -   265,202.575   589,157.646   MT  0.99973558   +0 42 56.8
 NN0684;SPC NE       -   870,085.45  1,932,928.04   sFT  0.99973558   +0 42 56.8
 NN0684;UTM  14      - 4,673,864.234   506,612.120   MT  0.99960054   +0 03 13.8
 NN0684
 NN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0684!SPC NE       -   0.99989501  x   0.99973558  =   0.99963062
 NN0684!UTM  14      -   0.99989501  x   0.99960054  =   0.99949559
 NN0684
 NN0684:                Primary Azimuth Mark                     Grid Az
 NN0684:SPC NE       -  AMELIA AZ MK                             022 45 19.3
 NN0684:UTM  14      -  AMELIA AZ MK                             023 25 02.3
 NN0684
 NN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0661273864(NAD 83)
 NN0684
 NN0684|---------------------------------------------------------------------|
 NN0684| PID    Reference Object                     Distance      Geod. Az  |
 NN0684|                                                           dddmmss.s |
 NN0684| CO2082 AMELIA AZ MK                                       0232816.1 |
 NN0684| CO2083 AMELIA RM 1                          30.514 METERS 09535     |
 NN0684| CO2084 AMELIA RM 2                          17.038 METERS 33449     |
 NN0684|---------------------------------------------------------------------|
 NN0684
 NN0684                          SUPERSEDED SURVEY CONTROL
 NN0684
 NN0684  NAD 83(1986)-  42 13 00.91847(N)    098 55 11.60449(W) AD(       ) 1
 NN0684  NAD 27      -  42 13 00.90300(N)    098 55 10.25200(W) AD(       ) 1
 NN0684
 NN0684.Superseded values are not recommended for survey control.
 NN0684
 NN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0684.See file dsdata.pdf to determine how the superseded data were derived.
 NN0684
 NN0684_MARKER: DS = TRIANGULATION STATION DISK
 NN0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0684_STAMPING: AMELIA 1949
 NN0684_MARK LOGO: CGS
 NN0684_PROJECTION: FLUSH
 NN0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0684+STABILITY: SURFACE MOTION
 NN0684
 NN0684  HISTORY     - Date     Condition        Report By
 NN0684  HISTORY     - 1949     MONUMENTED       CGS
 NN0684
 NN0684                          STATION DESCRIPTION
 NN0684
 NN0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0684'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF CHAMBERS AND
 NN0684'1.5 MILES SOUTH-SOUTHWEST OF AMELIA ON LAND OWNED BY MR.
 NN0684'ROBERT MC GINNIS AND LEASED BY MR. C.F. SMALL.  IT IS ON
 NN0684'THE SUMMIT OF THE LARGEST SAND HILL IN THE VICINITY, 126
 NN0684'FEET WEST OF THE WEST EDGE OF A LARGE SAND BLOW-OUT.  IT IS
 NN0684'STAMPED AMELIA 1949 AND SET FLUSH WITH THE SURFACE OF THE
 NN0684'GROUND.
 NN0684'
 NN0684'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 26 FEET WEST
 NN0684'OF THE WEST EDGE OF LARGE SAND BLOW-OUT, AND ON THE SAME
 NN0684'ELEVATION AS THE STATION.  IT IS STAMPED AMELIA NO 1 1949
 NN0684'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0684'
 NN0684'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, ON
 NN0684'THE NORTH SLOPE OF THE HILL, AND ABOUT 3 FEET LOWER THAN THE
 NN0684'STATION.  IT IS STAMPED AMELIA NO 2 1949 AND SET FLUSH WITH
 NN0684'THE SURFACE OF THE GROUND.
 NN0684'
 NN0684'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 53 FEET
 NN0684'EAST OF NORTH-SOUTH STREET IN AMELIA, 42 FEET NORTH OF FLAGPOLE,
 NN0684'10 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF SCHOOLHOUSE,
 NN0684'AND 4 FEET SOUTH OF THE SOUTH EDGE OF THE SCHOOLHOUSE.  IT
 NN0684'IS STAMPED AMELIA 1949 AND SET FLUSH WITH THE SURFACE OF THE
 NN0684'GROUND.
 NN0684'
 NN0684'TO REACH THE STATION FROM THE D-X SERVICE STATION IN THE
 NN0684'SOUTH PART OF AMELIA, GO EAST ON DIRT ROAD FOR 0.15 MILE
 NN0684'TO SCHOOLHOUSE ON THE LEFT AND AZIMUTH MARK JUST SOUTH AS
 NN0684'DESCRIBED, CONTINUE EAST FOR 0.3 MILE TO CROSSROADS, TURN
 NN0684'RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND
 NN0684'GO WEST FOR 0.35 MILE TO DRIVEWAY ON THE LEFT TO MR. SMALLS
 NN0684'RANCH HOUSE, CONTINUE WEST ON TRACK ROAD FOR 0.15 MILE TO
 NN0684'WIRE GATE STRAIGHT AHEAD WHERE TRACK ROAD TURNS RIGHT, GO
 NN0684'THROUGH WIRE GATE INTO NORTHEAST CORNER OF PASTURE AND GO
 NN0684'SOUTH-SOUTHWEST FOR 0.45 MILE TO HIGHEST POINT AND STATION
 NN0684'JUST WEST OF LARGE SAND BLOW-OUT AS DESCRIBED.
 NN0684'
 NN0684'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 4 FOOT SIGNAL AT STATION CHAIN IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 4 FOOT SIGNAL AT STATION DRY IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1168 ***********************************************************************
 LH1168  DESIGNATION -  AMERICAN LUTH SALEM CH SPIRE
 LH1168  PID         -  LH1168
 LH1168  STATE/COUNTY-  NE/NUCKOLLS
 LH1168  COUNTRY     -  US
 LH1168  USGS QUAD   -  SUPERIOR (2017)
 LH1168
 LH1168                         *CURRENT SURVEY CONTROL
 LH1168  ______________________________________________________________________
 LH1168* NAD 83(1995) POSITION- 40 07 29.02731(N) 098 04 00.29762(W)   ADJUSTED
 LH1168  ______________________________________________________________________
 LH1168  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 LH1168  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 LH1168  HORZ ORDER      -  THIRD
 LH1168
 LH1168.The horizontal coordinates were established by classical geodetic methods
 LH1168.and adjusted by the National Geodetic Survey in August 1997.
 LH1168
 LH1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1168.GEOID18 height accuracy estimate available here.
 LH1168
 LH1168.Click photographs - Photos may exist for this station.
 LH1168
 LH1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1168
 LH1168. The following values were computed from the NAD 83(1995) position.
 LH1168
 LH1168;                    North         East     Units Scale Factor Converg.
 LH1168;SPC NE       -    34,197.505   664,764.328   MT  0.99994596   +1 16 52.2
 LH1168;SPC NE       -   112,196.31  2,180,980.97   sFT  0.99994596   +1 16 52.2
 LH1168;UTM  14      - 4,442,018.527   579,517.467   MT  0.99967784   +0 36 05.3
 LH1168
 LH1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7951742018(NAD 83)
 LH1168
 LH1168                          SUPERSEDED SURVEY CONTROL
 LH1168
 LH1168  NAD 83(1986)-  40 07 29.03249(N)    098 04 00.29729(W) AD(       ) 3
 LH1168  NAD 27      -  40 07 28.99300(N)    098 03 59.14800(W) AD(       ) 3
 LH1168
 LH1168.Superseded values are not recommended for survey control.
 LH1168
 LH1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1168.See file dsdata.pdf to determine how the superseded data were derived.
 LH1168
 LH1168_MARKER: 90 = CHURCH SPIRE
 LH1168
 LH1168  HISTORY     - Date     Condition        Report By
 LH1168  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1168
 LH1168                          STATION DESCRIPTION
 LH1168
 LH1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1168'IT IS LOCATED ABOUT 8 MILES NORTH OF SUPERIOR, 5 MILES SOUTH OF
 LH1168'NELSON, 1.0 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS NO. 14
 LH1168'AND NO. 3, AND 100 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 LH1168'14.  IT IS ON THE WEST END OF A WHITE FRAME CHURCH BUILDING AND
 LH1168'HAS A CONE SHAPED ROOF WITH A CROSS AT ITS APEX.  THE OVERALL
 LH1168'HEIGHT IS ABOUT 60 FEET.  THE POINT OBSERVED UPON WAS THE CROSS
 LH1168'AT THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2064 ***********************************************************************
 MK2064  DESIGNATION -  AMES
 MK2064  PID         -  MK2064
 MK2064  STATE/COUNTY-  NE/DODGE
 MK2064  COUNTRY     -  US
 MK2064  USGS QUAD   -  MALMO NW (2017)
 MK2064
 MK2064                         *CURRENT SURVEY CONTROL
 MK2064  ______________________________________________________________________
 MK2064* NAD 83(1995) POSITION- 41 27 10.67166(N) 096 38 44.06404(W)   ADJUSTED
 MK2064* NAVD 88 ORTHO HEIGHT -   375.    (meters)     1230.    (feet) SCALED
 MK2064  ______________________________________________________________________
 MK2064  GEOID HEIGHT    -        -26.571 (meters)                     GEOID18
 MK2064  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 MK2064  HORZ ORDER      -  SECOND
 MK2064
 MK2064.The horizontal coordinates were established by classical geodetic methods
 MK2064.and adjusted by the National Geodetic Survey in August 1997.
 MK2064
 MK2064.The orthometric height was scaled from a topographic map.
 MK2064
 MK2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2064.GEOID18 height accuracy estimate available here.
 MK2064
 MK2064.Click photographs - Photos may exist for this station.
 MK2064
 MK2064.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2064
 MK2064. The following values were computed from the NAD 83(1995) position.
 MK2064
 MK2064;                    North         East     Units Scale Factor Converg.
 MK2064;SPC NE       -   185,254.628   780,118.474   MT  0.99965902   +2 13 22.7
 MK2064;SPC NE       -   607,789.56  2,559,438.69   sFT  0.99965902   +2 13 22.7
 MK2064;UTM  14      - 4,591,718.051   696,656.029   MT  1.00007596   +1 33 32.9
 MK2064
 MK2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2064!SPC NE       -   0.99994533  x   0.99965902  =   0.99960437
 MK2064!UTM  14      -   0.99994533  x   1.00007596  =   1.00002128
 MK2064
 MK2064:                Primary Azimuth Mark                     Grid Az
 MK2064:SPC NE       -  FREMONT                                  092 08 57.8
 MK2064:UTM  14      -  FREMONT                                  092 48 47.6
 MK2064
 MK2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9665691718(NAD 83)
 MK2064
 MK2064|---------------------------------------------------------------------|
 MK2064| PID    Reference Object                     Distance      Geod. Az  |
 MK2064|                                                           dddmmss.s |
 MK2064| MK2056 FREMONT                             APPROX. 7.7 KM 0942220.5 |
 MK2064| CL6745 AMES RM 1                             9.274 METERS 26725     |
 MK2064| CL6746 AMES RM 2                            20.393 METERS 35021     |
 MK2064|---------------------------------------------------------------------|
 MK2064
 MK2064                          SUPERSEDED SURVEY CONTROL
 MK2064
 MK2064  NAD 83(1986)-  41 27 10.67980(N)    096 38 44.06528(W) AD(       ) 2
 MK2064  NAD 27      -  41 27 10.67210(N)    096 38 42.96460(W) AD(       ) 2
 MK2064
 MK2064.Superseded values are not recommended for survey control.
 MK2064
 MK2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2064.See file dsdata.pdf to determine how the superseded data were derived.
 MK2064
 MK2064_MARKER: DD = SURVEY DISK
 MK2064_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2064+WITH SETTING: INFORMATION.
 MK2064_STAMPING: AMES ET 1967
 MK2064_MARK LOGO: USGS
 MK2064_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2064
 MK2064  HISTORY     - Date     Condition        Report By
 MK2064  HISTORY     - 1967     MONUMENTED       USGS
 MK2064  HISTORY     - 1973     GOOD             NEDR
 MK2064
 MK2064                          STATION DESCRIPTION
 MK2064
 MK2064'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2064'THE STATION IS LOCATED ABOUT 1.0 MI W. OF AMES, T. 17 N., R. 7
 MK2064'E., NEAR THE QUARTER COR. SECS. 8 AND 17, 17 FT S. OF THE S. RAIL
 MK2064'OF A RR., 26 FT S., 27 FT W. OF THE CENTER OF RR. CROSSING (2
 MK2064'TRACKS), 11 FT N. OF TELEPHONE POLE, 10 FT N. OF USGS WITNESS
 MK2064'POST.  STAMPED ET AMES 1967.
 MK2064'
 MK2064'TO REACH THE STATION FROM THE CENTER OF AMES, AT A T-RD. N., GO W.
 MK2064'ALONG U.S. HWY. 30 FOR 1.0 MI TO A RR. CROSSING, TURN LEFT (S.)
 MK2064'AND GO ACROSS RR. TRACKS TO STATION ON THE RIGHT (W.)
 MK2064'
 MK2064'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLET CRIMPED
 MK2064'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2064'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK2064'
 MK2064'REFERENCE MARK 1 IS W. OF THE STATION, 28 FT S., 57 FT W. OF
 MK2064'CENTER OF RR. CROSSING, 21 FT S. OF S. RAIL STAMPED AMES NO 1
 MK2064'1967.
 MK2064'
 MK2064'REFERENCE MARK 2 IS N. OF THE STATION, 42 FT N., 37 FT W. OF
 MK2064'RR. CROSSING, 32 FT N. OF THE N. RAIL, STAMPED AMES NO 2 1967.
 MK2064'
 MK2064'AZIMUTH MARK - NONE SET.
 MK2064'
 MK2064'REFERENCE AZIMUTH, CROSS ON TOP OF CHURCH STEEPLE OF THE TRINITY
 MK2064'LUTHERAN CHURCH, LOCATED 1.0 MI E. AND 4.0 MI N. AMES.
 MK2064
 MK2064                          STATION RECOVERY (1973)
 MK2064
 MK2064'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1973 (HED)
 MK2064'REFER TO USC AND GS QUAD 410963 PAGE 1012.
 MK2064'
 MK2064'STATION WAS RECOVERED AS DESCRIBED.
 MK2064'
 MK2064'NEAREST TOWN--AMES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0639 ***********************************************************************
 LH0639  DESIGNATION -  AMH X 1
 LH0639  PID         -  LH0639
 LH0639  STATE/COUNTY-  NE/BUFFALO
 LH0639  COUNTRY     -  US
 LH0639  USGS QUAD   -  RIVERDALE (2017)
 LH0639
 LH0639                         *CURRENT SURVEY CONTROL
 LH0639  ______________________________________________________________________
 LH0639* NAD 83(1986) POSITION- 40 47 10.     (N) 099 10 05.     (W)   SCALED
 LH0639* NAVD 88 ORTHO HEIGHT -   666.967 (meters)     2188.21  (feet) ADJUSTED
 LH0639  ______________________________________________________________________
 LH0639  GEOID HEIGHT    -        -24.220 (meters)                     GEOID18
 LH0639  DYNAMIC HEIGHT  -        666.591 (meters)     2186.97  (feet) COMP
 LH0639  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 LH0639
 LH0639  VERT ORDER      -  SECOND    CLASS 0
 LH0639
 LH0639.The horizontal coordinates were scaled from a map and have
 LH0639.an estimated accuracy of +/- 6 seconds.
 LH0639
 LH0639.The orthometric height was determined by differential leveling and
 LH0639.adjusted by the NATIONAL GEODETIC SURVEY
 LH0639.in June 1991.
 LH0639
 LH0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0639.GEOID18 height accuracy estimate available here.
 LH0639
 LH0639.Click photographs - Photos may exist for this station.
 LH0639
 LH0639.The dynamic height is computed by dividing the NAVD 88
 LH0639.geopotential number by the normal gravity value computed on the
 LH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0639.degrees latitude (g = 980.6199 gals.).
 LH0639
 LH0639.The modeled gravity was interpolated from observed gravity values.
 LH0639
 LH0639;                    North         East    Units  Estimated Accuracy
 LH0639;SPC NE       -   106,120.      570,200.      MT  (+/- 180 meters Scaled)
 LH0639
 LH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML858150(NAD 83)
 LH0639
 LH0639                          SUPERSEDED SURVEY CONTROL
 LH0639
 LH0639  NGVD 29 (??/??/92)  666.718  (m)         2187.39   (f) ADJ UNCH    2 0
 LH0639
 LH0639.Superseded values are not recommended for survey control.
 LH0639
 LH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0639.See file dsdata.pdf to determine how the superseded data were derived.
 LH0639
 LH0639_MARKER: DD = SURVEY DISK
 LH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0639_STAMPING: AMH-X-1
 LH0639_MARK LOGO: BOR
 LH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0639+STABILITY: SURFACE MOTION
 LH0639
 LH0639  HISTORY     - Date     Condition        Report By
 LH0639  HISTORY     - UNK      MONUMENTED       BOR
 LH0639  HISTORY     - 1950     GOOD             CGS
 LH0639  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0639
 LH0639                          STATION DESCRIPTION
 LH0639
 LH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0639'AT RIVERDALE.
 LH0639'AT RIVERDALE, AT THE NORTHWEST EDGE OF TOWN, 45.6 FEET SOUTH OF
 LH0639'THE CENTER LINE OF STATE HIGHWAY 40, 50.6 FEET EAST OF THE CENTER
 LH0639'LINE OF A NORTHWEST AND SOUTHEAST ROAD, 43.8 FEET NORTH OF THE
 LH0639'CENTER LINE OF THE UNION PACIFIC RAILROAD, SET IN THE TOP OF A
 LH0639'10 FOOT CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LH0639
 LH0639                          STATION RECOVERY (1993)
 LH0639
 LH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0639'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0630 ***********************************************************************
 LH0630  DESIGNATION -  AMH X 2
 LH0630  PID         -  LH0630
 LH0630  STATE/COUNTY-  NE/BUFFALO
 LH0630  COUNTRY     -  US
 LH0630  USGS QUAD   -  AMHERST (2017)
 LH0630
 LH0630                         *CURRENT SURVEY CONTROL
 LH0630  ______________________________________________________________________
 LH0630* NAD 83(1986) POSITION- 40 49 38.18   (N) 099 15 19.74   (W)   HD_HELD1
 LH0630* NAVD 88 ORTHO HEIGHT -   678.918 (meters)     2227.42  (feet) ADJUSTED
 LH0630  ______________________________________________________________________
 LH0630  GEOID HEIGHT    -        -24.148 (meters)                     GEOID18
 LH0630  DYNAMIC HEIGHT  -        678.530 (meters)     2226.14  (feet) COMP
 LH0630  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 LH0630
 LH0630  VERT ORDER      -  SECOND    CLASS 0
 LH0630
 LH0630.The horizontal coordinates were determined by differentially corrected
 LH0630.hand held GPS observations or other comparable positioning techniques
 LH0630.and have an estimated accuracy of +/- 3 meters.
 LH0630
 LH0630.The orthometric height was determined by differential leveling and
 LH0630.adjusted by the NATIONAL GEODETIC SURVEY
 LH0630.in June 1991.
 LH0630
 LH0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0630.GEOID18 height accuracy estimate available here.
 LH0630
 LH0630.Click photographs - Photos may exist for this station.
 LH0630
 LH0630.The dynamic height is computed by dividing the NAVD 88
 LH0630.geopotential number by the normal gravity value computed on the
 LH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0630.degrees latitude (g = 980.6199 gals.).
 LH0630
 LH0630.The modeled gravity was interpolated from observed gravity values.
 LH0630
 LH0630;                    North         East    Units  Estimated Accuracy
 LH0630;SPC NE       -   110,625.0     562,785.4     MT  (+/- 3 meters HH1 GPS) 
 LH0630
 LH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7845719614(NAD 83)
 LH0630
 LH0630                          SUPERSEDED SURVEY CONTROL
 LH0630
 LH0630  NGVD 29 (??/??/92)  678.662  (m)         2226.58   (f) ADJ UNCH    2 0
 LH0630
 LH0630.Superseded values are not recommended for survey control.
 LH0630
 LH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0630.See file dsdata.pdf to determine how the superseded data were derived.
 LH0630
 LH0630_MARKER: DD = SURVEY DISK
 LH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0630_STAMPING: AMH-X 2
 LH0630_MARK LOGO: BOR
 LH0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0630+STABILITY: SURFACE MOTION
 LH0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0630+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2021
 LH0630
 LH0630  HISTORY     - Date     Condition        Report By
 LH0630  HISTORY     - UNK      MONUMENTED       BOR
 LH0630  HISTORY     - 1950     GOOD             CGS
 LH0630  HISTORY     - 20210422 GOOD             NEGS
 LH0630
 LH0630                          STATION DESCRIPTION
 LH0630
 LH0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0630'6.3 MI NW FROM RIVERDALE.
 LH0630'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0630'RAILROAD STATION AT RIVERDALE, AT A Y ROAD JUNCTION, BETWEEN
 LH0630'THE HIGHWAY AND THE RAILROAD, 39.2 FEET NORTHEAST OF THE
 LH0630'NORTHEAST RAIL OF THE RAILROAD, 61.6 FEET WEST OF THE CENTER
 LH0630'LINE OF A ROAD LEADING SOUTH, 50.7 FEET SOUTHWEST OF THE CENTER
 LH0630'LINE OF THE HIGHWAY, 11.2 FEET WEST OF A TELEPHONE POLE, SET IN
 LH0630'THE TOP OF A 10 FOOT CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LH0630'THE GROUND.
 LH0630
 LH0630                          STATION RECOVERY (2021)
 LH0630
 LH0630'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0630'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND MAPLE STREET IN
 LH0630'AMHERST, NE., DRIVE SOUTHEAST ON NE. HIGHWAY 40 APPROXIMATELY 1.13 MI
 LH0630'(1.82 KM) TO THE INTERSECTION OF NE. HIGHWAY 40 AND ODESSA ROAD.  THE
 LH0630'MARK IS IN THE SOUTHWEST CORNER OF THE INTERSECTION AT MILE POST
 LH0630'75.71.  THE MONUMENT IS 62.0 FT (18.9 M) WEST OF THE CENTERLINE OF
 LH0630'ODESSA ROAD, 51 FT (15.5 M) SOUTHWEST OF THE CENTERLINE OF NE. HIGHWAY
 LH0630'40, 4.2 FT (1.3 M) NORTHWEST OF A POWER POLE AND 0.8 FT (24 CM) NORTH
 LH0630'OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0628 ***********************************************************************
 LH0628  DESIGNATION -  AMH X 3
 LH0628  PID         -  LH0628
 LH0628  STATE/COUNTY-  NE/BUFFALO
 LH0628  COUNTRY     -  US
 LH0628  USGS QUAD   -  AMHERST (2017)
 LH0628
 LH0628                         *CURRENT SURVEY CONTROL
 LH0628  ______________________________________________________________________
 LH0628* NAD 83(1986) POSITION- 40 50 35.22   (N) 099 15 17.04   (W)   HD_HELD1
 LH0628* NAVD 88 ORTHO HEIGHT -   709.159 (meters)     2326.63  (feet) ADJUSTED
 LH0628  ______________________________________________________________________
 LH0628  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 LH0628  DYNAMIC HEIGHT  -        708.755 (meters)     2325.31  (feet) COMP
 LH0628  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 LH0628
 LH0628  VERT ORDER      -  SECOND    CLASS 0
 LH0628
 LH0628.The horizontal coordinates were determined by differentially corrected
 LH0628.hand held GPS observations or other comparable positioning techniques
 LH0628.and have an estimated accuracy of +/- 3 meters.
 LH0628
 LH0628.The orthometric height was determined by differential leveling and
 LH0628.adjusted by the NATIONAL GEODETIC SURVEY
 LH0628.in June 1991.
 LH0628
 LH0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0628.GEOID18 height accuracy estimate available here.
 LH0628
 LH0628.Click photographs - Photos may exist for this station.
 LH0628
 LH0628.The dynamic height is computed by dividing the NAVD 88
 LH0628.geopotential number by the normal gravity value computed on the
 LH0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0628.degrees latitude (g = 980.6199 gals.).
 LH0628
 LH0628.The modeled gravity was interpolated from observed gravity values.
 LH0628
 LH0628;                    North         East    Units  Estimated Accuracy
 LH0628;SPC NE       -   112,384.5     562,833.5     MT  (+/- 3 meters HH1 GPS) 
 LH0628
 LH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7852521372(NAD 83)
 LH0628
 LH0628                          SUPERSEDED SURVEY CONTROL
 LH0628
 LH0628  NGVD 29 (??/??/92)  708.901  (m)         2325.79   (f) ADJ UNCH    2 0
 LH0628
 LH0628.Superseded values are not recommended for survey control.
 LH0628
 LH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0628.See file dsdata.pdf to determine how the superseded data were derived.
 LH0628
 LH0628_MARKER: DD = SURVEY DISK
 LH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0628_STAMPING: AMH-X-3
 LH0628_MARK LOGO: BOR
 LH0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0628+STABILITY: SURFACE MOTION
 LH0628
 LH0628  HISTORY     - Date     Condition        Report By
 LH0628  HISTORY     - UNK      MONUMENTED       BOR
 LH0628  HISTORY     - 1950     GOOD             CGS
 LH0628
 LH0628                          STATION DESCRIPTION
 LH0628
 LH0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0628'8.4 MI NW FROM RIVERDALE.
 LH0628'7.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION
 LH0628'PACIFIC RAILROAD STATION AT RIVERDALE, THENCE 1.2 MILES NORTH
 LH0628'ALONG A DIRT ROAD, AT A ROAD JUNCTION, 40 FEET WEST OF THE CENTER
 LH0628'LINE OF THE NORTH-SOUTH ROAD, 13.6 FEET SOUTH OF THE CENTER
 LH0628'LINE OF A FIELD ROAD LEADING WEST, 5.7 FEET SOUTHWEST OF A FENCE
 LH0628'CORNER, AND SET IN THE TOP OF A 10-FOOT CONCRETE POST WHICH
 LH0628'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0563 ***********************************************************************
 LH0563  DESIGNATION -  AMH X 4
 LH0563  PID         -  LH0563
 LH0563  STATE/COUNTY-  NE/BUFFALO
 LH0563  COUNTRY     -  US
 LH0563  USGS QUAD   -  AMHERST (2017)
 LH0563
 LH0563                         *CURRENT SURVEY CONTROL
 LH0563  ______________________________________________________________________
 LH0563* NAD 83(1986) POSITION- 40 48 54.     (N) 099 19 38.     (W)   SCALED
 LH0563* NAVD 88 ORTHO HEIGHT -   717.653 (meters)     2354.50  (feet) ADJUSTED
 LH0563  ______________________________________________________________________
 LH0563  GEOID HEIGHT    -        -24.147 (meters)                     GEOID18
 LH0563  DYNAMIC HEIGHT  -        717.240 (meters)     2353.14  (feet) COMP
 LH0563  MODELED GRAVITY -    980,026.1   (mgal)                       NAVD 88
 LH0563
 LH0563  VERT ORDER      -  SECOND    CLASS 0
 LH0563
 LH0563.The horizontal coordinates were scaled from a map and have
 LH0563.an estimated accuracy of +/- 6 seconds.
 LH0563
 LH0563.The orthometric height was determined by differential leveling and
 LH0563.adjusted by the NATIONAL GEODETIC SURVEY
 LH0563.in June 1991.
 LH0563
 LH0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0563.GEOID18 height accuracy estimate available here.
 LH0563
 LH0563.Click photographs - Photos may exist for this station.
 LH0563
 LH0563.The dynamic height is computed by dividing the NAVD 88
 LH0563.geopotential number by the normal gravity value computed on the
 LH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0563.degrees latitude (g = 980.6199 gals.).
 LH0563
 LH0563.The modeled gravity was interpolated from observed gravity values.
 LH0563
 LH0563;                    North         East    Units  Estimated Accuracy
 LH0563;SPC NE       -   109,210.      556,750.      MT  (+/- 180 meters Scaled)
 LH0563
 LH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML724182(NAD 83)
 LH0563
 LH0563                          SUPERSEDED SURVEY CONTROL
 LH0563
 LH0563  NGVD 29 (??/??/92)  717.392  (m)         2353.64   (f) ADJ UNCH    2 0
 LH0563
 LH0563.Superseded values are not recommended for survey control.
 LH0563
 LH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0563.See file dsdata.pdf to determine how the superseded data were derived.
 LH0563
 LH0563_MARKER: DB = BENCH MARK DISK
 LH0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0563_STAMPING: AMH X-4
 LH0563_MARK LOGO: BOR
 LH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0563+STABILITY: SURFACE MOTION
 LH0563
 LH0563  HISTORY     - Date     Condition        Report By
 LH0563  HISTORY     - UNK      MONUMENTED       BOR
 LH0563  HISTORY     - 1950     GOOD             CGS
 LH0563
 LH0563                          STATION DESCRIPTION
 LH0563
 LH0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0563'4.3 MI NW FROM RIVERDALE.
 LH0563'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION
 LH0563'PACIFIC RAILROAD STATION AT RIVERDALE, THENCE 5.1 MILES WEST
 LH0563'ALONG A COUNTY ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE
 LH0563'ROAD, 4 FEET SOUTH OF A FENCE, 0.2 MILE EAST OF A ROAD
 LH0563'INTERSECTION, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0563'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1335 ***********************************************************************
 LH1335  DESIGNATION -  AMHERST
 LH1335  PID         -  LH1335
 LH1335  STATE/COUNTY-  NE/BUFFALO
 LH1335  COUNTRY     -  US
 LH1335  USGS QUAD   -  AMHERST (2017)
 LH1335
 LH1335                         *CURRENT SURVEY CONTROL
 LH1335  ______________________________________________________________________
 LH1335* NAD 83(1995) POSITION- 40 48 55.68141(N) 099 17 26.49902(W)   ADJUSTED
 LH1335* NAVD 88 ORTHO HEIGHT -   710.    (meters)     2329.    (feet) SCALED
 LH1335  ______________________________________________________________________
 LH1335  GEOID HEIGHT    -        -24.160 (meters)                     GEOID18
 LH1335  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 LH1335  HORZ ORDER      -  THIRD
 LH1335
 LH1335.The horizontal coordinates were established by classical geodetic methods
 LH1335.and adjusted by the National Geodetic Survey in August 1997.
 LH1335
 LH1335.The orthometric height was scaled from a topographic map.
 LH1335
 LH1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1335.GEOID18 height accuracy estimate available here.
 LH1335
 LH1335.Click photographs - Photos may exist for this station.
 LH1335
 LH1335.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1335
 LH1335. The following values were computed from the NAD 83(1995) position.
 LH1335
 LH1335;                    North         East     Units Scale Factor Converg.
 LH1335;SPC NE       -   109,289.431   559,826.917   MT  0.99973064   +0 28 12.2
 LH1335;SPC NE       -   358,560.41  1,836,698.81   sFT  0.99973064   +0 28 12.2
 LH1335;UTM  14      - 4,518,313.134   475,484.102   MT  0.99960740   -0 11 24.0
 LH1335
 LH1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1335!SPC NE       -   0.99989239  x   0.99973064  =   0.99962306
 LH1335!UTM  14      -   0.99989239  x   0.99960740  =   0.99949983
 LH1335
 LH1335:                Primary Azimuth Mark                     Grid Az
 LH1335:SPC NE       -  AMHERST AZ MK                            090 27 43.3
 LH1335:UTM  14      -  AMHERST AZ MK                            091 07 19.5
 LH1335
 LH1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7548418313(NAD 83)
 LH1335
 LH1335|---------------------------------------------------------------------|
 LH1335| PID    Reference Object                     Distance      Geod. Az  |
 LH1335|                                                           dddmmss.s |
 LH1335| CN8569 AMHERST AZ MK                                      0905555.5 |
 LH1335| CN8570 AMHERST RM 1                         18.285 METERS 17927     |
 LH1335| CN8571 AMHERST RM 2                         15.820 METERS 27143     |
 LH1335|---------------------------------------------------------------------|
 LH1335
 LH1335                          SUPERSEDED SURVEY CONTROL
 LH1335
 LH1335  NAD 83(1986)-  40 48 55.68839(N)    099 17 26.50122(W) AD(       ) 3
 LH1335  NAD 27      -  40 48 55.65100(N)    099 17 25.15300(W) AD(       ) 3
 LH1335
 LH1335.Superseded values are not recommended for survey control.
 LH1335
 LH1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1335.See file dsdata.pdf to determine how the superseded data were derived.
 LH1335
 LH1335_MARKER: DS = TRIANGULATION STATION DISK
 LH1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1335_STAMPING: AMHERST 1950
 LH1335_MARK LOGO: CGS
 LH1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1335+STABILITY: SURFACE MOTION
 LH1335
 LH1335  HISTORY     - Date     Condition        Report By
 LH1335  HISTORY     - 1950     MONUMENTED       CGS
 LH1335
 LH1335                          STATION DESCRIPTION
 LH1335
 LH1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1335'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF AMHERST ON
 LH1335'RIGHT OF WAY OF GRAVEL ROAD.  STATION IS 34 FEET NORTH OF THE
 LH1335'APPROXIMATE CENTERLINE OF ROAD, 10 FEET SOUTHEAST OF TELEPHONE POLE
 LH1335'WITH TRIANGLE BLAZE, 5 FEET SOUTHEAST OF WITNESS POST AND 3 FEET
 LH1335'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LH1335'STAMPED AMHERST 1950.
 LH1335'
 LH1335'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 LH1335'OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 6
 LH1335'INCHES AND THE DISK IS STAMPED AMHERST NO 1 1950.
 LH1335'
 LH1335'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE APPROXIMATE
 LH1335'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LH1335'ABOUT 6 INCHES AND THE DISK IS STAMPED AMHERST NO 2 1950.
 LH1335'
 LH1335'AZIMUTH MARK IS 38 FOOT SOUTH OF THE APPROXIMATE CENTERLINE OF
 LH1335'ROAD, 26 FEET WEST OF TELEPHONE POLE AND 2 FEET WEST OF WITNESS
 LH1335'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LH1335'AMHERST 1950.
 LH1335'
 LH1335'TO REACH FROM THE RAILROAD DEPOT IN AMHERST GO NORTHWEST ON
 LH1335'STATE ROUTE 40 FOR 0.1 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH
 LH1335'ON GRAVEL ROAD FOR 1.5 MILES TO CROSSROADS.  TURN RIGHT AND GO
 LH1335'WEST FOR 0.05 MILE TO AZIMUTH MARK ON LEFT ON TOP OF CUT BANK.
 LH1335'CONTINUE WEST FOR 0.75 MILE TO STATION ON RIGHT OR NORTH SIDE OF
 LH1335'ROAD AS DESCRIBED.
 LH1335'
 LH1335'A 74 FOOT SIGNAL AT RUSCO IS V.G.
 LH1335'
 LH1335'A 4 FOOT SIGNAL AT STATION RIVERDALE IS V.G.
 LH1335'
 LH1335'A 74 FOOT SIGNAL AT STATION ODESSA IS V.G.
 LH1335'
 LH1335'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1948 ***********************************************************************
 MK1948  DESIGNATION -  ANDERSON
 MK1948  PID         -  MK1948
 MK1948  STATE/COUNTY-  NE/BOONE
 MK1948  COUNTRY     -  US
 MK1948  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1948
 MK1948                         *CURRENT SURVEY CONTROL
 MK1948  ______________________________________________________________________
 MK1948* NAD 83(1995) POSITION- 41 41 05.86058(N) 097 49 53.34117(W)   ADJUSTED
 MK1948* NAVD 88 ORTHO HEIGHT -   582.6   (meters)     1911.    (feet) VERTCON
 MK1948  ______________________________________________________________________
 MK1948  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 MK1948  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 MK1948  HORZ ORDER      -  FIRST
 MK1948
 MK1948.The horizontal coordinates were established by classical geodetic methods
 MK1948.and adjusted by the National Geodetic Survey in August 1997.
 MK1948
 MK1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1948
 MK1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1948.GEOID18 height accuracy estimate available here.
 MK1948
 MK1948.Click photographs - Photos may exist for this station.
 MK1948
 MK1948.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1948
 MK1948. The following values were computed from the NAD 83(1995) position.
 MK1948
 MK1948;                    North         East     Units Scale Factor Converg.
 MK1948;SPC NE       -   207,841.186   680,466.998   MT  0.99966346   +1 26 13.4
 MK1948;SPC NE       -   681,892.29  2,232,498.81   sFT  0.99966346   +1 26 13.4
 MK1948;UTM  14      - 4,615,458.352   597,250.398   MT  0.99971638   +0 46 37.8
 MK1948
 MK1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1948!SPC NE       -   0.99991246  x   0.99966346  =   0.99957595
 MK1948!UTM  14      -   0.99991246  x   0.99971638  =   0.99962887
 MK1948
 MK1948:                Primary Azimuth Mark                     Grid Az
 MK1948:SPC NE       -  ANDERSON RM 3 AZIMUTH                    175 37 11.8
 MK1948:UTM  14      -  ANDERSON RM 3 AZIMUTH                    176 16 47.4
 MK1948
 MK1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9725015458(NAD 83)
 MK1948
 MK1948|---------------------------------------------------------------------|
 MK1948| PID    Reference Object                     Distance      Geod. Az  |
 MK1948|                                                           dddmmss.s |
 MK1948| CN8575 ANDERSON RM 1                        27.097 METERS 12206     |
 MK1948| MK1952 ST EDWARDS CORNHUSKER REA MAST      APPROX.13.8 KM 1594840.0 |
 MK1948| CN8577 ANDERSON RM 3 AZIMUTH                              1770325.2 |
 MK1948| CN8576 ANDERSON RM 2                        22.972 METERS 23137     |
 MK1948| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX.14.5 KM 2642926.3 |
 MK1948| MK1954 ALBION TV STA KHQL MAST             APPROX. 3.9 KM 2645524.6 |
 MK1948|---------------------------------------------------------------------|
 MK1948
 MK1948                          SUPERSEDED SURVEY CONTROL
 MK1948
 MK1948  NAD 83(1986)-  41 41 05.86902(N)    097 49 53.34728(W) AD(       ) 1
 MK1948  NAD 27      -  41 41 05.82877(N)    097 49 52.14717(W) AD(       ) 1
 MK1948  NGVD 29 (07/19/86)  582.4    (m)         1911.     (f) VERT ANG       
 MK1948
 MK1948.Superseded values are not recommended for survey control.
 MK1948
 MK1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1948.See file dsdata.pdf to determine how the superseded data were derived.
 MK1948
 MK1948_MARKER: DS = TRIANGULATION STATION DISK
 MK1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1948_STAMPING: ANDERSON 1972
 MK1948_MARK LOGO: CGS
 MK1948_PROJECTION: FLUSH
 MK1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1948+STABILITY: SURFACE MOTION
 MK1948
 MK1948  HISTORY     - Date     Condition        Report By
 MK1948  HISTORY     - 1972     MONUMENTED       NGS
 MK1948
 MK1948                          STATION DESCRIPTION
 MK1948
 MK1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1948'THE STATION IS LOCATED ABOUT 9 MILES EAST OF ALBION, 6 MILES
 MK1948'NORTHEAST OF BOONE, 5.5 MILES NORTHWEST OF ROSENBURG, JUST WEST
 MK1948'OF THE BOONE-PLATTE COUNTY LINE AND ON PROPERTY OWNED BY MR. ELMER
 MK1948'ANDERSON, ST. EDWARD, PHONE NUMBER 678-2768.
 MK1948'
 MK1948'TO REACH THE STATION FROM THE POST OFFICE IN ALBION GO SOUTH ON
 MK1948'THIRD STREET FOR 0.5 MILE TO A CROSS STREET.  TURN LEFT AND GO
 MK1948'EAST ON STATE STREET FOR 0.25 MILE TO THE JUNCTION OF STATE
 MK1948'HIGHWAYS 14,39 AND 91.  TURN LEFT AND GO NORTH STATE HIGHWAYS 39
 MK1948'AND 91 FOR 8.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 MK1948'THE GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD.  (TO REACH
 MK1948'REFERENCE MARK 3 CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4
 MK1948'MILE TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO WEST FOR
 MK1948'ABOUT 200 FEET TO A GATE ON THE RIGHT.  TURN RIGHT, PASS
 MK1948'THROUGH THE GATE AND GO NORTH FOR ABOUT 50 FEET TO THE STATION ON
 MK1948'THE LEFT.
 MK1948'
 MK1948'THE STATION MARKS ARE STANDARD DISKS STAMPED ANDERSON 1972, THE
 MK1948'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK1948'IS 10-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  THE
 MK1948'UNDERGROUND DISK WAS SET ABOUT 42-INCHES BELOW THE GROUND
 MK1948'SURFACE.  IT IS 90 FEET NORTHWEST OF A TELEPHONE POLE, 76 FEET
 MK1948'EAST-NORTHEAST OF A TELEPHONE POLE AND 55 FEET NORTHEAST OF THE
 MK1948'EAST GATE POST OF A GATE.
 MK1948'
 MK1948'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANDERSON NO 1 1972,
 MK1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MK1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET
 MK1948'EAST-SOUTHEAST OF THE EAST GATE POST OF A GATE, 33 FEET NORTH OF
 MK1948'THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH OF A TELEPHONE
 MK1948'POLE.
 MK1948'
 MK1948'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANDERSON NO 2 1972,
 MK1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MK1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET
 MK1948'NORTH OF THE CENTER OF THE GRAVELED ROAD, 13 FEET WEST OF THE
 MK1948'WEST GATE POST OF A GATE AND 1 FOOT NORTHEAST OF A TELEPHONE
 MK1948'POLE.
 MK1948'
 MK1948'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ANDERSON NO 3 1972,
 MK1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MK1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET
 MK1948'WEST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF A TELEPHONE
 MK1948'POLE AND 1 FOOT EAST OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0493 ***********************************************************************
 MN0493  DESIGNATION -  ANDERSON
 MN0493  PID         -  MN0493
 MN0493  STATE/COUNTY-  NE/CHEYENNE
 MN0493  COUNTRY     -  US
 MN0493  USGS QUAD   -  FAIRCHILD RANCH (2017)
 MN0493
 MN0493                         *CURRENT SURVEY CONTROL
 MN0493  ______________________________________________________________________
 MN0493* NAD 83(1995) POSITION- 41 22 39.15454(N) 102 51 32.89981(W)   ADJUSTED
 MN0493* NAVD 88 ORTHO HEIGHT -  1284.    (meters)     4213.    (feet) SCALED
 MN0493  ______________________________________________________________________
 MN0493  GEOID HEIGHT    -        -19.824 (meters)                     GEOID18
 MN0493  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 MN0493  HORZ ORDER      -  SECOND
 MN0493
 MN0493.The horizontal coordinates were established by classical geodetic methods
 MN0493.and adjusted by the National Geodetic Survey in August 1997.
 MN0493
 MN0493.The orthometric height was scaled from a topographic map.
 MN0493
 MN0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0493.GEOID18 height accuracy estimate available here.
 MN0493
 MN0493.Click photographs - Photos may exist for this station.
 MN0493
 MN0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0493
 MN0493. The following values were computed from the NAD 83(1995) position.
 MN0493
 MN0493;                    North         East     Units Scale Factor Converg.
 MN0493;SPC NE       -   175,399.330   260,948.335   MT  0.99966109   -1 53 41.1
 MN0493;SPC NE       -   575,455.97    856,128.00   sFT  0.99966109   -1 53 41.1
 MN0493;UTM  13      - 4,582,880.689   679,023.726   MT  0.99999444   +1 24 55.9
 MN0493
 MN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0493!SPC NE       -   0.99980181  x   0.99966109  =   0.99946297
 MN0493!UTM  13      -   0.99980181  x   0.99999444  =   0.99979625
 MN0493
 MN0493:                Primary Azimuth Mark                     Grid Az
 MN0493:SPC NE       -  ANDERSON AZ MK                           005 26 01.4
 MN0493:UTM  13      -  ANDERSON AZ MK                           002 07 24.4
 MN0493
 MN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7902382880(NAD 83)
 MN0493
 MN0493|---------------------------------------------------------------------|
 MN0493| PID    Reference Object                     Distance      Geod. Az  |
 MN0493|                                                           dddmmss.s |
 MN0493| CP7294 ANDERSON AZ MK                                     0033220.3 |
 MN0493| CP7295 ANDERSON RM 1                        71.183 METERS 01655     |
 MN0493| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX. 6.3 KM 1924007.1 |
 MN0493| CP7296 ANDERSON RM 2                        72.555 METERS 33826     |
 MN0493|---------------------------------------------------------------------|
 MN0493
 MN0493                          SUPERSEDED SURVEY CONTROL
 MN0493
 MN0493  NAD 83(1993)-  41 22 39.15434(N)    102 51 32.89998(W) AD(       ) 2
 MN0493  NAD 83(1986)-  41 22 39.14818(N)    102 51 32.90226(W) AD(       ) 2
 MN0493  NAD 27      -  41 22 39.21740(N)    102 51 31.17640(W) AD(       ) 2
 MN0493
 MN0493.Superseded values are not recommended for survey control.
 MN0493
 MN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0493.See file dsdata.pdf to determine how the superseded data were derived.
 MN0493
 MN0493_MARKER: DS = TRIANGULATION STATION DISK
 MN0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0493_STAMPING: ANDERSON 1963
 MN0493_MARK LOGO: CGS
 MN0493_PROJECTION: RECESSED 38 CENTIMETERS
 MN0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0493+STABILITY: SURFACE MOTION
 MN0493
 MN0493  HISTORY     - Date     Condition        Report By
 MN0493  HISTORY     - 1963     MONUMENTED       CGS
 MN0493
 MN0493                          STATION DESCRIPTION
 MN0493
 MN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0493'THE STATION IS LOCATED 7-1/2 MILES NORTHEAST OF GURLEY, 6-1/2
 MN0493'MILES EAST-SOUTHEAST OF DALTON, ON THE WEST SIDE OF A NORTH-SOUTH
 MN0493'GRAVELED ROAD, IN A CULTIVATED FIELD, ON PROPERTY OWNED BY
 MN0493'MRS. MARY ANDERSON.
 MN0493'
 MN0493'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON,
 MN0493'0.05 MILE WEST OF THE POST OFFICE, GO SOUTH ON U.S. HIGHWAY
 MN0493'385 FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 MN0493'GRAVELED ROAD FOR 6.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 MN0493'AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD
 MN0493'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 MN0493'STRAIGHT AHEAD AND GO SOUTH FOR 0.25 MILE TO THE STATION ON
 MN0493'THE RIGHT AS DESCRIBED.
 MN0493'
 MN0493'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A MASS
 MN0493'OF CONCRETE WHICH IS 15 INCHES BELOW THE SURFACE OF THE GROUND
 MN0493'AND IS STAMPED ANDERSON 1963.  IT IS 32 FEET WEST OF THE CENTER
 MN0493'OF A NORTH-SOUTH GRAVELED ROAD AND 4 FEET NORTH-NORTHEAST OF
 MN0493'A TEMPORARY FENCE CORNER.
 MN0493'
 MN0493'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0493'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 MN0493'STAMPED ANDERSON NO 1 1963.  IT IS 34 FEET EAST OF THE CENTER
 MN0493'OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT SOUTH OF A POWER POLE.
 MN0493'
 MN0493'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0493'12-INCH CONCRETE CYLINDER WHICH PROJECTS 10 INCHES AND IS
 MN0493'STAMPED ANDERSON NO 2 1963.  IT IS 122 FEET WEST OF THE
 MN0493'CENTER OF A GRAVELED ROAD, 1-1/2 FEET SOUTH-SOUTHWEST OF A
 MN0493'POWER POLE AND 1.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 MN0493'
 MN0493'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0493'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 MN0493'STAMPED ANDERSON 1963.  IT IS 154-1/2 FEET NORTH OF THE
 MN0493'CENTER OF AN EAST-WEST GRAVELED ROAD, 41 FEET EAST OF THE
 MN0493'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 1.4 FEET SOUTHEAST
 MN0493'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A POWER POLE.
 MN0493'
 MN0493'NOTE--ALL MARKS ARE SLOPE DISTANCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1111 ***********************************************************************
 LH1111  DESIGNATION -  ANDERSON
 LH1111  PID         -  LH1111
 LH1111  STATE/COUNTY-  NE/ADAMS
 LH1111  COUNTRY     -  US
 LH1111  USGS QUAD   -  TRUMBULL (2017)
 LH1111
 LH1111                         *CURRENT SURVEY CONTROL
 LH1111  ______________________________________________________________________
 LH1111* NAD 83(1995) POSITION- 40 40 10.29519(N) 098 18 06.07456(W)   ADJUSTED
 LH1111* NAVD 88 ORTHO HEIGHT -   581.    (meters)     1906.    (feet) SCALED
 LH1111  ______________________________________________________________________
 LH1111  GEOID HEIGHT    -        -25.319 (meters)                     GEOID18
 LH1111  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 LH1111  HORZ ORDER      -  SECOND
 LH1111
 LH1111.The horizontal coordinates were established by classical geodetic methods
 LH1111.and adjusted by the National Geodetic Survey in August 1997.
 LH1111
 LH1111.The orthometric height was scaled from a topographic map.
 LH1111
 LH1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1111.GEOID18 height accuracy estimate available here.
 LH1111
 LH1111.Click photographs - Photos may exist for this station.
 LH1111
 LH1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1111
 LH1111. The following values were computed from the NAD 83(1995) position.
 LH1111
 LH1111;                    North         East     Units Scale Factor Converg.
 LH1111;SPC NE       -    94,251.559   643,556.057   MT  0.99976425   +1 07 31.7
 LH1111;SPC NE       -   309,223.66  2,111,400.16   sFT  0.99976425   +1 07 31.7
 LH1111;UTM  14      - 4,502,306.821   559,021.738   MT  0.99964288   +0 27 18.4
 LH1111
 LH1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1111!SPC NE       -   0.99991280  x   0.99976425  =   0.99967707
 LH1111!UTM  14      -   0.99991280  x   0.99964288  =   0.99955571
 LH1111
 LH1111:                Primary Azimuth Mark                     Grid Az
 LH1111:SPC NE       -  ANDERSON AZ MK                           266 34 41.5
 LH1111:UTM  14      -  ANDERSON AZ MK                           267 14 54.8
 LH1111
 LH1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5902102306(NAD 83)
 LH1111
 LH1111|---------------------------------------------------------------------|
 LH1111| PID    Reference Object                     Distance      Geod. Az  |
 LH1111|                                                           dddmmss.s |
 LH1111| CN8573 ANDERSON RM 1                        34.668 METERS 23638     |
 LH1111| CN8572 ANDERSON AZ MK                                     2674213.2 |
 LH1111| CN8574 ANDERSON RM 2                        17.075 METERS 28403     |
 LH1111|---------------------------------------------------------------------|
 LH1111
 LH1111                          SUPERSEDED SURVEY CONTROL
 LH1111
 LH1111  NAD 83(1986)-  40 40 10.30267(N)    098 18 06.07523(W) AD(       ) 2
 LH1111  NAD 27      -  40 40 10.25600(N)    098 18 04.86900(W) AD(       ) 2
 LH1111
 LH1111.Superseded values are not recommended for survey control.
 LH1111
 LH1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1111.See file dsdata.pdf to determine how the superseded data were derived.
 LH1111
 LH1111_MARKER: DS = TRIANGULATION STATION DISK
 LH1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1111_STAMPING: ANDERSON 1951
 LH1111_MARK LOGO: CGS
 LH1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1111+STABILITY: SURFACE MOTION
 LH1111
 LH1111  HISTORY     - Date     Condition        Report By
 LH1111  HISTORY     - 1951     MONUMENTED       CGS
 LH1111  HISTORY     - 1988     GOOD             USAF
 LH1111  HISTORY     - 20060111 POOR             INDIV
 LH1111
 LH1111                          STATION DESCRIPTION
 LH1111
 LH1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1111'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF HASTINGS AND
 LH1111'ABOUT 1.5 MILES SOUTHWEST OF TRUMBULL ON THE ROAD RIGHT-OF-WAY,
 LH1111'JUST SOUTH OF A LARGE GROVE OF TREES, 30 FEET NORTH OF THE CENTER
 LH1111'OF AN EAST-WEST ROAD, 16 FEET WEST OF A TELEPHONE POLE AND 2
 LH1111'FEET WEST OF A WITNESS POST.  IT IS STAMPED ANDERSON 1951 AND
 LH1111'PROJECTS 3 INCHES.
 LH1111'
 LH1111'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 57 FEET WEST OF
 LH1111'THE CENTER OF A DRIVEWAY INTO FARMYARD, 30 FEET SOUTH OF THE
 LH1111'CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF A POWER LINE POLE.
 LH1111'IT IS STAMPED ANDERSON NO 1 1951 AND PROJECTS 4 INCHES.
 LH1111'
 LH1111'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 35 FEET NORTH
 LH1111'OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED ANDERSON NO
 LH1111'2 1951 AND PROJECTS 4 INCHES.
 LH1111'
 LH1111'THE DISTANCE BETWEEN R.M. NO. 1 AN R.M. NO. 2 IS 86.37 FEET.
 LH1111'
 LH1111'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH OF THE
 LH1111'CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF A WITNESS POST, 1 FOOT
 LH1111'NORTHWEST OF THE WEST END OF A WIRE GATE AND 1 FOOT NORTH OF AN
 LH1111'EAST-WEST FENCE LINE.  IT IS STAMPED ANDERSON 1951 AND PROJECTS
 LH1111'3 INCHES.
 LH1111'
 LH1111'TO REACH THE STATION FROM THE POST OFFICE IN TRUMBULL, GO WEST
 LH1111'FOR 0.3 MILE TO A T INTERSECTION, TURN LEFT AND GO SOUTH ON GRAVELED
 LH1111'ROAD FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 LH1111'GRAVELED ROAD FOR 1.25 MILES TO A DRIVEWAY INTO FARMYARD ON LEFT
 LH1111'AND STATION ON RIGHT AS DESCRIBED.
 LH1111'
 LH1111'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1111
 LH1111                          STATION RECOVERY (1988)
 LH1111
 LH1111'RECOVERY NOTE BY US AIR FORCE 1988 (WJ)
 LH1111'RECOVERED IN GOOD CONDITION.
 LH1111
 LH1111                          STATION RECOVERY (2006)
 LH1111
 LH1111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLB)
 LH1111'FOUND THE STATIONS CONCRETE CYLINDER.  THE STATION DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0477 ***********************************************************************
 LJ0477  DESIGNATION -  ANGLE
 LJ0477  PID         -  LJ0477
 LJ0477  STATE/COUNTY-  NE/HAYES
 LJ0477  COUNTRY     -  US
 LJ0477  USGS QUAD   -  CAMP HAYES LAKE NE (2017)
 LJ0477
 LJ0477                         *CURRENT SURVEY CONTROL
 LJ0477  ______________________________________________________________________
 LJ0477* NAD 83(1995) POSITION- 40 40 14.30886(N) 100 50 51.47169(W)   ADJUSTED
 LJ0477* NAVD 88 ORTHO HEIGHT -   978.    (meters)     3209.    (feet) SCALED
 LJ0477  ______________________________________________________________________
 LJ0477  GEOID HEIGHT    -        -22.910 (meters)                     GEOID18
 LJ0477  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 LJ0477  HORZ ORDER      -  SECOND
 LJ0477
 LJ0477.The horizontal coordinates were established by classical geodetic methods
 LJ0477.and adjusted by the National Geodetic Survey in August 1997.
 LJ0477
 LJ0477.The orthometric height was scaled from a topographic map.
 LJ0477
 LJ0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0477.GEOID18 height accuracy estimate available here.
 LJ0477
 LJ0477.Click photographs - Photos may exist for this station.
 LJ0477
 LJ0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0477
 LJ0477. The following values were computed from the NAD 83(1995) position.
 LJ0477
 LJ0477;                    North         East     Units Scale Factor Converg.
 LJ0477;SPC NE       -    93,316.584   428,348.656   MT  0.99976396   -0 33 42.2
 LJ0477;SPC NE       -   306,156.16  1,405,340.55   sFT  0.99976396   -0 33 42.2
 LJ0477;UTM  14      - 4,503,837.438   343,836.347   MT  0.99990018   -1 12 15.7
 LJ0477
 LJ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0477!SPC NE       -   0.99985014  x   0.99976396  =   0.99961414
 LJ0477!UTM  14      -   0.99985014  x   0.99990018  =   0.99975034
 LJ0477
 LJ0477:                Primary Azimuth Mark                     Grid Az
 LJ0477:SPC NE       -  ANGLE AZ MK                              092 34 40.0
 LJ0477:UTM  14      -  ANGLE AZ MK                              093 13 13.5
 LJ0477
 LJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4383603837(NAD 83)
 LJ0477
 LJ0477|---------------------------------------------------------------------|
 LJ0477| PID    Reference Object                     Distance      Geod. Az  |
 LJ0477|                                                           dddmmss.s |
 LJ0477| CN8582 ANGLE RM 1                           23.537 METERS 00116     |
 LJ0477| CN8581 ANGLE AZ MK                                        0920057.8 |
 LJ0477| CN8583 ANGLE RM 2                           17.220 METERS 26206     |
 LJ0477|---------------------------------------------------------------------|
 LJ0477
 LJ0477                          SUPERSEDED SURVEY CONTROL
 LJ0477
 LJ0477  NAD 83(1986)-  40 40 14.31268(N)    100 50 51.47868(W) AD(       ) 2
 LJ0477  NAD 27      -  40 40 14.27204(N)    100 50 49.93515(W) AD(       ) 2
 LJ0477
 LJ0477.Superseded values are not recommended for survey control.
 LJ0477
 LJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0477.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0477
 LJ0477_MARKER: DS = TRIANGULATION STATION DISK
 LJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0477
 LJ0477  HISTORY     - Date     Condition        Report By
 LJ0477  HISTORY     - 1951     MONUMENTED       CGS
 LJ0477  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LJ0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0477
 LJ0477                          STATION DESCRIPTION
 LJ0477
 LJ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0477'THE STATION IS LOCATED ABOUT 12.0 MILES WEST OF MAYWOOD, 8.0
 LJ0477'MILES SOUTHWEST OF WELLFLEET AND ON THE NORTH RIGHT-OF-WAY OF
 LJ0477'AN EAST-WEST GRADED ROAD AT A FENCE CORNER.  IT IS 29.0 FEET
 LJ0477'NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD AND 10.0 FEET
 LJ0477'SOUTH OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0477'ANGLE 1951.
 LJ0477'
 LJ0477'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 LJ0477'PROJECTS 3 INCHES AND IS STAMPED ANGLE NO 1 1951.
 LJ0477'
 LJ0477'REFERENCE MARK NO. 2 IS 23.0 FEET NORTH OF THE CENTER OF AN
 LJ0477'EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LJ0477'IT PROJECTS 4 INCHES AND IS STAMPED ANGLE NO 2 1951.
 LJ0477'
 LJ0477'THE DISTANCE BETWEEN REFERENCE MARKS IS 102.7 FEET.
 LJ0477'
 LJ0477'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0477'GRADED ROAD, 2.0 FEET NORTH OF AN EAST-WEST FENCE LINE AND ON A
 LJ0477'HIGH HILL JUST NORTH OF A SMALL POND.  IT PROJECTS 3 INCHES
 LJ0477'AND IS STAMPED ANGLE 1951.
 LJ0477'
 LJ0477'TO REACH THE STATION FROM THE DEPOT IN WELLFLEET, GO SOUTHWEST
 LJ0477'ON THE MAIN GRADED ROAD FOR 6.5 MILES TO FARM BUILDINGS ON
 LJ0477'THE LEFT AND A T ROAD SOUTH.  TURN LEFT, SOUTH, ON A GRADED ROAD
 LJ0477'FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON A GRADED
 LJ0477'ROAD FOR 2.2 MILES TO THE TOP OF A HILL AND THE AZIMUTH MARK ON
 LJ0477'THE LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO A FENCE
 LJ0477'CORNER AND THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0477'
 LJ0477'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0477
 LJ0477                          STATION RECOVERY (1954)
 LJ0477
 LJ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LJ0477'THE ENTIRE AREA FOR 1/4 MILE AROUND STATION HAS BEEN COVERED
 LJ0477'WITH SAND FROM 1-3 FOOT DEEP.
 LJ0477'
 LJ0477'REFERENCE MARK 1 FOUND AS DESCRIBED IN FENCE LINE, UNDER
 LJ0477'ABOUT 18 INCHES OF SAND.
 LJ0477'
 LJ0477'REFERENCE MARK 2 COULD NOT BE FOUND.  AZIMUTH MARK OKAY.
 LJ0477'
 LJ0477'THE STATION ITSELF FOUND AFTER MUCH DIGGING UNDER 2 FEET
 LJ0477'OF SAND, 10 FEET SOUTH AND 4 FEET W OF FENCE CORNER POST.
 LJ0477'TOP OF POST PROJECTS ABOUT 4 INCHES ABOVE SAND.
 LJ0477
 LJ0477                          STATION RECOVERY (1973)
 LJ0477
 LJ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0477'STATION MARK NOT FOUND AFTER SEARCH.  MUCH BLOWN SAND IN AREA.
 LJ0477'
 LJ0477'REFERENCE MARKS 1 AND 2 NOT FOUND.
 LJ0477'
 LJ0477'AZIMUTH MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0366 ***********************************************************************
 MM0366  DESIGNATION -  ANSELMO LARGE CUPOLA
 MM0366  PID         -  MM0366
 MM0366  STATE/COUNTY-  NE/CUSTER
 MM0366  COUNTRY     -  US
 MM0366  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0366
 MM0366                         *CURRENT SURVEY CONTROL
 MM0366  ______________________________________________________________________
 MM0366* NAD 83(1995) POSITION- 41 28 49.38632(N) 100 04 40.12172(W)   ADJUSTED
 MM0366  ______________________________________________________________________
 MM0366  GEOID HEIGHT    -        -22.135 (meters)                     GEOID18
 MM0366  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 MM0366  HORZ ORDER      -  THIRD
 MM0366
 MM0366.The horizontal coordinates were established by classical geodetic methods
 MM0366.and adjusted by the National Geodetic Survey in August 1997.
 MM0366
 MM0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0366.GEOID18 height accuracy estimate available here.
 MM0366
 MM0366.Click photographs - Photos may exist for this station.
 MM0366
 MM0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0366
 MM0366. The following values were computed from the NAD 83(1995) position.
 MM0366
 MM0366;                    North         East     Units Scale Factor Converg.
 MM0366;SPC NE       -   182,867.224   493,503.289   MT  0.99965869   -0 03 05.6
 MM0366;SPC NE       -   599,956.88  1,619,102.04   sFT  0.99965869   -0 03 05.6
 MM0366;UTM  14      - 4,592,647.235   410,015.059   MT  0.99969965   -0 42 50.2
 MM0366
 MM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1001592647(NAD 83)
 MM0366
 MM0366                          SUPERSEDED SURVEY CONTROL
 MM0366
 MM0366  NAD 83(1986)-  41 28 49.39308(N)    100 04 40.12824(W) AD(       ) 3
 MM0366  NAD 27      -  41 28 49.38000(N)    100 04 38.67000(W) AD(       ) 3
 MM0366
 MM0366.Superseded values are not recommended for survey control.
 MM0366
 MM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0366.See file dsdata.pdf to determine how the superseded data were derived.
 MM0366
 MM0366_MARKER: 89 = SPIRE
 MM0366
 MM0366  HISTORY     - Date     Condition        Report By
 MM0366  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0366
 MM0366                          STATION DESCRIPTION
 MM0366
 MM0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0366'POINT OBSERVED UPON WAS TIP OF CUPOLA ON WOODEN BUILDING IN
 MM0366'LOCALITY OF ANSELMO, 3-1/2 MILES FROM TRIANGULATION STATION
 MM0366'MC CANDLESS AND 8-1/2 MILES FROM TRIANGULATION STATION HALLIWILL.
 MM0366'
 MM0366'STATION WAS NOT VISITED.
 MM0366'
 MM0366'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC CANDLESS
 MM0366'AND HALLIWILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0365 ***********************************************************************
 MM0365  DESIGNATION -  ANSELMO SMALL CUPOLA
 MM0365  PID         -  MM0365
 MM0365  STATE/COUNTY-  NE/CUSTER
 MM0365  COUNTRY     -  US
 MM0365  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0365
 MM0365                         *CURRENT SURVEY CONTROL
 MM0365  ______________________________________________________________________
 MM0365* NAD 83(1995) POSITION- 41 28 50.22332(N) 100 04 45.14260(W)   ADJUSTED
 MM0365  ______________________________________________________________________
 MM0365  GEOID HEIGHT    -        -22.132 (meters)                     GEOID18
 MM0365  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 MM0365  HORZ ORDER      -  THIRD
 MM0365
 MM0365.The horizontal coordinates were established by classical geodetic methods
 MM0365.and adjusted by the National Geodetic Survey in August 1997.
 MM0365
 MM0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0365.GEOID18 height accuracy estimate available here.
 MM0365
 MM0365.Click photographs - Photos may exist for this station.
 MM0365
 MM0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0365
 MM0365. The following values were computed from the NAD 83(1995) position.
 MM0365
 MM0365;                    North         East     Units Scale Factor Converg.
 MM0365;SPC NE       -   182,893.143   493,386.867   MT  0.99965869   -0 03 09.0
 MM0365;SPC NE       -   600,041.92  1,618,720.08   sFT  0.99965869   -0 03 09.0
 MM0365;UTM  14      - 4,592,674.499   409,898.939   MT  0.99969990   -0 42 53.6
 MM0365
 MM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0989892674(NAD 83)
 MM0365
 MM0365                          SUPERSEDED SURVEY CONTROL
 MM0365
 MM0365  NAD 83(1986)-  41 28 50.23008(N)    100 04 45.14913(W) AD(       ) 3
 MM0365  NAD 27      -  41 28 50.22000(N)    100 04 43.69000(W) AD(       ) 3
 MM0365
 MM0365.Superseded values are not recommended for survey control.
 MM0365
 MM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0365.See file dsdata.pdf to determine how the superseded data were derived.
 MM0365
 MM0365_MARKER: 89 = SPIRE
 MM0365
 MM0365  HISTORY     - Date     Condition        Report By
 MM0365  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0365
 MM0365                          STATION DESCRIPTION
 MM0365
 MM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0365'POINT OBSERVED UPON WAS CUPOLA ON WOODEN FRAME BUILDING IN
 MM0365'LOCALITY OF ANSELMO, 3-1/2 MILES FROM TRIANGULATION STATION
 MM0365'MC CANDLESS AND 8-1/2 MILES FROM STATION HALLIWILL.  STATION
 MM0365'NOT VISITED.
 MM0365'
 MM0365'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC CANDLESS
 MM0365'AND HALLIWILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1154 ***********************************************************************
 ML1154  DESIGNATION -  ANSLEY
 ML1154  PID         -  ML1154
 ML1154  STATE/COUNTY-  NE/CUSTER
 ML1154  COUNTRY     -  US
 ML1154  USGS QUAD   -  MASON CITY NW (2017)
 ML1154
 ML1154                         *CURRENT SURVEY CONTROL
 ML1154  ______________________________________________________________________
 ML1154* NAD 83(1995) POSITION- 41 12 02.97937(N) 099 24 27.76763(W)   ADJUSTED
 ML1154* NAVD 88 ORTHO HEIGHT -   776.    (meters)     2546.    (feet) SCALED
 ML1154  ______________________________________________________________________
 ML1154  GEOID HEIGHT    -        -23.402 (meters)                     GEOID18
 ML1154  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 ML1154  HORZ ORDER      -  SECOND
 ML1154
 ML1154.The horizontal coordinates were established by classical geodetic methods
 ML1154.and adjusted by the National Geodetic Survey in August 1997.
 ML1154
 ML1154.The orthometric height was scaled from a topographic map.
 ML1154
 ML1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1154.GEOID18 height accuracy estimate available here.
 ML1154
 ML1154.Click photographs - Photos may exist for this station.
 ML1154
 ML1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1154
 ML1154. The following values were computed from the NAD 83(1995) position.
 ML1154
 ML1154;                    North         East     Units Scale Factor Converg.
 ML1154;SPC NE       -   151,997.061   549,663.945   MT  0.99967269   +0 23 33.0
 ML1154;SPC NE       -   498,677.02  1,803,355.79   sFT  0.99967269   +0 23 33.0
 ML1154;UTM  14      - 4,561,131.339   465,814.944   MT  0.99961438   -0 16 06.8
 ML1154
 ML1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1154!SPC NE       -   0.99988192  x   0.99967269  =   0.99955465
 ML1154!UTM  14      -   0.99988192  x   0.99961438  =   0.99949635
 ML1154
 ML1154:                Primary Azimuth Mark                     Grid Az
 ML1154:SPC NE       -  ANSLEY AZ MK                             244 54 38.8
 ML1154:UTM  14      -  ANSLEY AZ MK                             245 34 18.6
 ML1154
 ML1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6581461131(NAD 83)
 ML1154
 ML1154|---------------------------------------------------------------------|
 ML1154| PID    Reference Object                     Distance      Geod. Az  |
 ML1154|                                                           dddmmss.s |
 ML1154| CN7728 ANSLEY RM 1                          10.304 METERS 08010     |
 ML1154| CN7727 ANSLEY AZ MK                                       2451811.8 |
 ML1154| CN7729 ANSLEY RM 2                          17.754 METERS 34324     |
 ML1154|---------------------------------------------------------------------|
 ML1154
 ML1154                          SUPERSEDED SURVEY CONTROL
 ML1154
 ML1154  NAD 83(1986)-  41 12 02.98665(N)    099 24 27.77251(W) AD(       ) 2
 ML1154  NAD 27      -  41 12 02.95800(N)    099 24 26.40600(W) AD(       ) 2
 ML1154
 ML1154.Superseded values are not recommended for survey control.
 ML1154
 ML1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1154.See file dsdata.pdf to determine how the superseded data were derived.
 ML1154
 ML1154_MARKER: DS = TRIANGULATION STATION DISK
 ML1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1154_STAMPING: ANSLEY 1951
 ML1154_MARK LOGO: CGS
 ML1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1154+STABILITY: SURFACE MOTION
 ML1154
 ML1154  HISTORY     - Date     Condition        Report By
 ML1154  HISTORY     - 1951     MONUMENTED       CGS
 ML1154
 ML1154                          STATION DESCRIPTION
 ML1154
 ML1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1154'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF ANSLEY
 ML1154'AND 7 MILES WEST-SOUTHWEST OF MASON CITY.  IT IS 142 FEET WEST
 ML1154'OF THE SOUTHWEST CORNER OF A FARM HOUSE, 29 FEET SOUTH OF
 ML1154'THE CENTER OF A ROAD CURVE AND THE DRIVEWAY TO A FARM HOUSE,
 ML1154'11 FEET WEST OF THE WEST END OF A GATE, 5 FEET WEST OF A
 ML1154'WITNESS POST AND 4 FEET NORTH OF AN EAST-WEST FENCE LINE.
 ML1154'IT IS STAMPED ANSLEY 1951 AND PROJECTS 6 INCHES.
 ML1154'
 ML1154'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE DRIVEWAY TO
 ML1154'A FARM HOUSE, 8 FEET WEST OF A POWER LINE POLE AND 2 FEET
 ML1154'EAST OF THE EAST END OF A GATE.  IT IS STAMPED ANSLEY NO
 ML1154'1 1951 AND PROJECTS 5 INCHES.
 ML1154'
 ML1154'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTER OF A
 ML1154'NORTH-SOUTH ROAD, 4 FEET NORTHEAST OF THE NORTH END OF A GATE
 ML1154'AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1154'ANSLEY NO 2 1951 AND PROJECTS 6 INCHES.
 ML1154'
 ML1154'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1154'NO. 2 IS 70.7 FEET.
 ML1154'
 ML1154'THE AZIMUTH MARK IS LOCATED UNDER A POWER LINE, 18 FEET SOUTH
 ML1154'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF A
 ML1154'WITNESS POST.  IT IS STAMPED ANSLEY 1951 AND IS SET FLUSH.
 ML1154'
 ML1154'TO REACH THE STATION FROM THE POST OFFICE IN ANSLEY, GO WEST
 ML1154'ON A PAVED STREET FOR 0.2 MILE TO STATE HIGHWAY 2 AND U.S.
 ML1154'HIGHWAY 183, TURN LEFT AND GO SOUTH ON THE HIGHWAYS FOR 0.15
 ML1154'MILE TO A FORK, STATE HIGHWAY 2 CURVES TO THE LEFT, CONTINUE
 ML1154'SOUTHERLY ON U.S. HIGHWAY 183 FOR 5.2 MILES TO A CROSSROAD.
 ML1154'TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.7 MILES TO A
 ML1154'FORK, TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR 2.7 MILES
 ML1154'TO A CURVE AND THE STATION AS DESCRIBED.
 ML1154'
 ML1154'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 ML1154'DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ML1154'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0637 ***********************************************************************
 NP0637  DESIGNATION -  ANTIOCH
 NP0637  PID         -  NP0637
 NP0637  STATE/COUNTY-  NE/SHERIDAN
 NP0637  COUNTRY     -  US
 NP0637  USGS QUAD   -  ANTIOCH (2017)
 NP0637
 NP0637                         *CURRENT SURVEY CONTROL
 NP0637  ______________________________________________________________________
 NP0637* NAD 83(1995) POSITION- 42 04 12.44659(N) 102 35 03.79446(W)   ADJUSTED
 NP0637* NAVD 88 ORTHO HEIGHT -  1184.    (meters)     3885.    (feet) SCALED
 NP0637  ______________________________________________________________________
 NP0637  GEOID HEIGHT    -        -18.823 (meters)                     GEOID18
 NP0637  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 NP0637  HORZ ORDER      -  SECOND
 NP0637
 NP0637.The horizontal coordinates were established by classical geodetic methods
 NP0637.and adjusted by the National Geodetic Survey in August 1997.
 NP0637
 NP0637.The orthometric height was scaled from a topographic map.
 NP0637
 NP0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0637.GEOID18 height accuracy estimate available here.
 NP0637
 NP0637.Click photographs - Photos may exist for this station.
 NP0637
 NP0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0637
 NP0637. The following values were computed from the NAD 83(1995) position.
 NP0637
 NP0637;                    North         East     Units Scale Factor Converg.
 NP0637;SPC NE       -   251,540.107   286,211.286   MT  0.99970703   -1 42 45.6
 NP0637;SPC NE       -   825,261.17    939,011.53   sFT  0.99970703   -1 42 45.6
 NP0637;UTM  13      - 4,660,385.628   699,841.650   MT  1.00009143   +1 37 08.7
 NP0637
 NP0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0637!SPC NE       -   0.99981735  x   0.99970703  =   0.99952444
 NP0637!UTM  13      -   0.99981735  x   1.00009143  =   0.99990877
 NP0637
 NP0637:                Primary Azimuth Mark                     Grid Az
 NP0637:SPC NE       -  ANTIOCH AZ MK                            255 53 06.3
 NP0637:UTM  13      -  ANTIOCH AZ MK                            252 33 12.0
 NP0637
 NP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9984160385(NAD 83)
 NP0637
 NP0637|---------------------------------------------------------------------|
 NP0637| PID    Reference Object                     Distance      Geod. Az  |
 NP0637|                                                           dddmmss.s |
 NP0637| CP9506 ANTIOCH RM 4                         17.529 METERS 03003     |
 NP0637| CP9503 ANTIOCH RM 1                         71.320 METERS 15759     |
 NP0637| CP9505 ANTIOCH RM 3                         67.375 METERS 16830     |
 NP0637| CP9504 ANTIOCH RM 2                         66.904 METERS 18258     |
 NP0637| NP0179 J 61                                 74.155 METERS 20956     |
 NP0637| CP9502 ANTIOCH AZ MK                                      2541020.7 |
 NP0637|---------------------------------------------------------------------|
 NP0637
 NP0637                          SUPERSEDED SURVEY CONTROL
 NP0637
 NP0637  NAD 83(1993)-  42 04 12.44554(N)    102 35 03.79488(W) AD(       ) 2
 NP0637  NAD 83(1986)-  42 04 12.44365(N)    102 35 03.79397(W) AD(       ) 2
 NP0637  NAD 27      -  42 04 12.53900(N)    102 35 02.08500(W) AD(       ) 2
 NP0637
 NP0637.Superseded values are not recommended for survey control.
 NP0637
 NP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0637.See file dsdata.pdf to determine how the superseded data were derived.
 NP0637
 NP0637_MARKER: DS = TRIANGULATION STATION DISK
 NP0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0637
 NP0637  HISTORY     - Date     Condition        Report By
 NP0637  HISTORY     - 1946     MONUMENTED       CGS
 NP0637  HISTORY     - 1960     GOOD             CBQRR
 NP0637
 NP0637                          STATION DESCRIPTION
 NP0637
 NP0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0637'THE STATION IS LOCATED IN THE VILLAGE OF ANTIOCH, IT IS 228.75
 NP0637'FEET NORTH OF THE NORTH RAIL OF THE CB AND Q RR, 202 FEET
 NP0637'NORTHEAST OF THE CENTER OF THE RAILROADS WATER TANK, AND 46.5
 NP0637'FEET WEST OF THE CENTER OF A CINDERED ROAD.  IT PROJECTS 8
 NP0637'INCHES AND IS STAMPED ANTIOCH 1946.
 NP0637'
 NP0637'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE NORTH RAIL OF THE
 NP0637'MAIN RAILROAD LINE.  IT PROJECTS 8 INCHES AND IS STAMPED ANTIOCH
 NP0637'NO 1 1946, WITH THE ARROW POINTING TOWARDS R.M. NO. 3.
 NP0637'
 NP0637'REFERENCE MARK NO. 2 IS 11.5 FEET NORTH OF THE NORTH RAIL OF
 NP0637'THE MAIN RAILROAD LINE.  IT PROJECTS 10 INCHES AND IS STAMPED
 NP0637'ANTIOCH NO 2 1946, WITH THE ARROW POINTING TOWARDS R.M. NO. 3.
 NP0637'
 NP0637'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS STATION MARK DISK
 NP0637'SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST PROJECTING 6
 NP0637'INCHES.  IT IS STAMPED ANTIOCH NO 3 1946 AND HAS AN ARROW POINTING
 NP0637'TOWARDS THE STATION CHISELED THROUGH THE TRIANGLE.
 NP0637'
 NP0637'REFERENCE MARK NO. 4 18 FEET
 NP0637'WEST OF THE CENTER OF A CINDERED ROAD AND 1 FOOT WEST OF A
 NP0637'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 NP0637'ANTIOCH NO 4 1946.
 NP0637'
 NP0637'USC AND GS BM J 61 1934 IS A 4 X 4 INCH CONCRETE POST PROJECTING
 NP0637'6 INCHES AND IS STAMPED J 61 1934.  IT IS 17 FEET NORTH OF THE
 NP0637'NORTH RAIL OF THE MAIN LINE OF THE RAILROAD AND 66 FEET SOUTH
 NP0637'OF THE RAILROADS WATER TANK.
 NP0637'
 NP0637'AZIMUTH MARK IS 0.2 MILE WEST OF THE VILLAGE OF ANTIOCH, 49.5
 NP0637'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 2, AND 1.3 FEET
 NP0637'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES AND
 NP0637'IS STAMPED ANTIOCH 1946.
 NP0637'
 NP0637'TO REACH THE STATION FROM ALLIANCE, GO EAST ON STATE HIGHWAY NO.
 NP0637'2 FOR 16.0 MILES TO THE VILLAGE OF ANTIOCH AND A DIRT T ROAD
 NP0637'NORTH.  TURN NORTH ON T ROAD CROSSING RAILROAD, JUST EAST OF
 NP0637'A LARGE RED WATER TANK.  CONTINUE NORTH FOR 228 FEET TO THE
 NP0637'STATION AS DESCRIBED.
 NP0637'
 NP0637'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO THE HIGHWAY,
 NP0637'TURN RIGHT, WEST, AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 NP0637'LEFT AS DESCRIBED.
 NP0637'
 NP0637'NOTE A 37 FOOT TOWER IS REQUIRED TO SEE ALL LIGHTS.
 NP0637
 NP0637                          STATION RECOVERY (1960)
 NP0637
 NP0637'RECOVERY NOTE BY BURLINGTON RAILROAD 1960 (DFM)
 NP0637'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE DISK WAS RETURNED
 NP0637'TO WASHINGTON OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0611 ***********************************************************************
 NP0611  DESIGNATION -  ANTON
 NP0611  PID         -  NP0611
 NP0611  STATE/COUNTY-  NE/SHERIDAN
 NP0611  COUNTRY     -  US
 NP0611  USGS QUAD   -  CLINTON SW (2017)
 NP0611
 NP0611                         *CURRENT SURVEY CONTROL
 NP0611  ______________________________________________________________________
 NP0611* NAD 83(1995) POSITION- 42 48 38.80287(N) 102 28 52.97096(W)   ADJUSTED
 NP0611* NAVD 88 ORTHO HEIGHT -  1192.3   (meters)     3912.    (feet) VERTCON
 NP0611  ______________________________________________________________________
 NP0611  GEOID HEIGHT    -        -18.015 (meters)                     GEOID18
 NP0611  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 NP0611  HORZ ORDER      -  SECOND
 NP0611
 NP0611.The horizontal coordinates were established by classical geodetic methods
 NP0611.and adjusted by the National Geodetic Survey in August 1997.
 NP0611
 NP0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0611
 NP0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0611.GEOID18 height accuracy estimate available here.
 NP0611
 NP0611.Click photographs - Photos may exist for this station.
 NP0611
 NP0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0611
 NP0611. The following values were computed from the NAD 83(1995) position.
 NP0611
 NP0611;                    North         East     Units Scale Factor Converg.
 NP0611;SPC NE       -   333,513.316   297,090.389   MT  0.99991872   -1 38 39.9
 NP0611;SPC NE       - 1,094,201.60    974,704.05   sFT  0.99991872   -1 38 39.9
 NP0611;UTM  13      - 4,742,879.232   705,922.493   MT  1.00012171   +1 42 43.9
 NP0611
 NP0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0611!SPC NE       -   0.99981587  x   0.99991872  =   0.99973461
 NP0611!UTM  13      -   0.99981587  x   1.00012171  =   0.99993756
 NP0611
 NP0611:                Primary Azimuth Mark                     Grid Az
 NP0611:SPC NE       -  RUSHVILLE MUNICIPAL WATER TANK           173 07 28.4
 NP0611:UTM  13      -  RUSHVILLE MUNICIPAL WATER TANK           169 46 04.6
 NP0611
 NP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0592242879(NAD 83)
 NP0611
 NP0611|---------------------------------------------------------------------|
 NP0611| PID    Reference Object                     Distance      Geod. Az  |
 NP0611|                                                           dddmmss.s |
 NP0611| CP9507 ANTON RM 1                           17.485 METERS 00250     |
 NP0611| CP9508 ANTON RM 2                           17.020 METERS 08738     |
 NP0611| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX.10.0 KM 1712848.5 |
 NP0611|---------------------------------------------------------------------|
 NP0611
 NP0611                          SUPERSEDED SURVEY CONTROL
 NP0611
 NP0611  NAD 83(1993)-  42 48 38.79794(N)    102 28 52.97338(W) AD(       ) 2
 NP0611  NAD 83(1986)-  42 48 38.79375(N)    102 28 52.96897(W) AD(       ) 2
 NP0611  NAD 27      -  42 48 38.84688(N)    102 28 51.35215(W) AD(       ) 2
 NP0611  NGVD 29 (07/19/86) 1191.8    (m)         3910.     (f) VERT ANG       
 NP0611
 NP0611.Superseded values are not recommended for survey control.
 NP0611
 NP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0611.See file dsdata.pdf to determine how the superseded data were derived.
 NP0611
 NP0611_MARKER: DD = SURVEY DISK
 NP0611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0611+WITH SETTING: INFORMATION.
 NP0611_STAMPING: ANTON ET 1968
 NP0611_MARK LOGO: USGS
 NP0611_PROJECTION: FLUSH
 NP0611_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0611
 NP0611  HISTORY     - Date     Condition        Report By
 NP0611  HISTORY     - 1968     MONUMENTED       USGS
 NP0611
 NP0611                          STATION DESCRIPTION
 NP0611
 NP0611'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0611'THE STATION IS ABOUT 6.6 MI N. AND 1.0 MI W. OF RUSHVILLE,
 NP0611'NEAR THE CENTER OF THE NE. QUARTER SEC. 27, T. 33 N., R.
 NP0611'44 W., ABOUT 0.15 MI N. OF STATE HWY. 87 ON S. SLOPE OF SMALL
 NP0611'KNOLL IN PASTURE GROUND OWNED BY ANTON DOLEZAL.
 NP0611'
 NP0611'TO REACH FROM THE CENTER OF RUSHVILLE, GO W. ON U.S. HWY. 20
 NP0611'FOR 0.8 MI TO JCT. OF U.S. HWY. 20 AND STATE HWY. 87, TURN
 NP0611'RIGHT (N.) ON STATE HWY. 87 AND GO 6.2 MI TO A CURVE IN HWY.,
 NP0611'CONTINUE NW. ALONG HWY. FOR 0.2 MI TO A WIRE GATE ON RIGHT, TURN
 NP0611'N. THROUGH GATE AND GO 0.15 MI NE. TO THE S. SLOPE OF A SMALL
 NP0611'KNOLL AND STATION.
 NP0611'
 NP0611'STATION MARK, A STANDARD TABLET, CRIMPED ON 1/2 IN. COPPER
 NP0611'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0611'WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS 439 FT N. OF CENTER
 NP0611'OF STATE HWY. 87, 379 FT N. OF WITNESS POST, 224 FT N. OF NW.
 NP0611'LEG OF WINDMILL TOWER, STAMPED ET ANTON 1968, THE MARK IS FLUSH
 NP0611'WITH THE GROUND.
 NP0611'
 NP0611'REFERENCE MARK NO. 1 IS N. OF THE STATION, A STANDARD TABLET
 NP0611'CRIMPED ON 1/2 IN. COPPER COATED RODS, SET IN 6 IN. DIAMETER
 NP0611'TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP,
 NP0611'STAMPED ANTON NO 1 1968 IS FLUSH WITH THE GROUND.
 NP0611'
 NP0611'REFERENCE MARK NO. 2 IS E. OF THE STATION, A STANDARD TABLET
 NP0611'CRIMPED ON 1/2 IN. COPPER COATED RODS SET IN 6 IN. DIAMETER
 NP0611'TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP,
 NP0611'STAMPED ANTON NO 2 1968 IS FLUSH WITH THE GROUND.
 NP0611'
 NP0611'NO AZIMUTH MARK SET.
 NP0611'
 NP0611'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0611'
 NP0611'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4104 ***********************************************************************
 AB4104  CBN         -  This is a Cooperative Base Network Control Station.
 AB4104  PACS        -  This is a Primary Airport Control Station.
 AB4104  DESIGNATION -  ANW A
 AB4104  PID         -  AB4104
 AB4104  STATE/COUNTY-  NE/BROWN
 AB4104  COUNTRY     -  US
 AB4104  USGS QUAD   -  AINSWORTH SW (2017)
 AB4104
 AB4104                         *CURRENT SURVEY CONTROL
 AB4104  ______________________________________________________________________
 AB4104* NAD 83(2011) POSITION- 42 35 10.07174(N) 099 59 50.38831(W)   ADJUSTED
 AB4104* NAD 83(2011) ELLIP HT-   765.131 (meters)        (06/27/12)   ADJUSTED
 AB4104* NAD 83(2011) EPOCH   -  2010.00
 AB4104* NAVD 88 ORTHO HEIGHT -   787.60  (meters)     2584.0   (feet) GPS OBS
 AB4104  ______________________________________________________________________
 AB4104  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4104  GEOID HEIGHT    -        -22.081 (meters)                     GEOID93
 AB4104  GEOID HEIGHT    -        -22.438 (meters)                     GEOID18
 AB4104  NAD 83(2011) X  -   -816,581.861 (meters)                     COMP
 AB4104  NAD 83(2011) Y  - -4,632,328.119 (meters)                     COMP
 AB4104  NAD 83(2011) Z  -  4,294,281.729 (meters)                     COMP
 AB4104  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 AB4104
 AB4104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4104  Standards:
 AB4104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4104  -------------------------------------------------------------------
 AB4104  NETWORK    0.64   1.67           0.30   0.20   0.85     -0.00822855
 AB4104  -------------------------------------------------------------------
 AB4104  Click here for local accuracies and other accuracy information.
 AB4104
 AB4104.This mark is at Ainsworth Municipal Airport (ANW)
 AB4104
 AB4104.The horizontal coordinates were established by GPS observations
 AB4104.and adjusted by the National Geodetic Survey in June 2012.
 AB4104
 AB4104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4104.been affixed to the stable North American tectonic plate. See 
 AB4104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4104
 AB4104.The horizontal coordinates are valid at the epoch date displayed above
 AB4104.which is a decimal equivalence of Year/Month/Day.
 AB4104
 AB4104.The orthometric height was determined by GPS observations and a
 AB4104.high-resolution geoid model.
 AB4104
 AB4104.GPS derived orthometric heights for airport stations designated as
 AB4104.PACS or SACS are published to 2 decimal places.  This maintains
 AB4104.centimeter relative accuracy between the PACS and SACS.  It does
 AB4104.not indicate centimeter accuracy relative to other marks which are
 AB4104.part of the published vertical control network.
 AB4104
 AB4104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4104.GEOID18 height accuracy estimate available here.
 AB4104
 AB4104.Click photographs - Photos may exist for this station.
 AB4104
 AB4104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4104
 AB4104.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4104
 AB4104.The ellipsoidal height was determined by GPS observations
 AB4104.and is referenced to NAD 83.
 AB4104
 AB4104. The following values were computed from the NAD 83(2011) position.
 AB4104
 AB4104;                    North         East     Units Scale Factor Converg.
 AB4104;SPC NE       -   305,649.035   500,219.127   MT  0.99983664   +0 00 06.4
 AB4104;SPC NE       - 1,002,783.54  1,641,135.59   sFT  0.99983664   +0 00 06.4
 AB4104;UTM  14      - 4,715,339.012   418,165.451   MT  0.99968239   -0 40 29.7
 AB4104
 AB4104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4104!SPC NE       -   0.99988002  x   0.99983664  =   0.99971668
 AB4104!UTM  14      -   0.99988002  x   0.99968239  =   0.99956245
 AB4104
 AB4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1816515339(NAD 83)
 AB4104
 AB4104                          SUPERSEDED SURVEY CONTROL
 AB4104
 AB4104  NAD 83(2007)-  42 35 10.07172(N)    099 59 50.38904(W) AD(2002.00) 0
 AB4104  ELLIP H (02/10/07)  765.160  (m)                       GP(2002.00)    
 AB4104  ELLIP H (09/24/01)  765.128  (m)                       GP(       ) 4 1
 AB4104  NAD 83(1995)-  42 35 10.07132(N)    099 59 50.38898(W) AD(       ) B
 AB4104  ELLIP H (06/25/96)  765.180  (m)                       GP(       ) 1 1
 AB4104
 AB4104.Superseded values are not recommended for survey control.
 AB4104
 AB4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4104.See file dsdata.pdf to determine how the superseded data were derived.
 AB4104
 AB4104_MARKER: F = FLANGE-ENCASED ROD
 AB4104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4104_STAMPING: ANW A 1995
 AB4104_MARK LOGO: NGS
 AB4104_PROJECTION: FLUSH
 AB4104_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4104+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2022
 AB4104_ROD/PIPE-DEPTH: 17.8 meters
 AB4104_SLEEVE-DEPTH  : 1 meters
 AB4104
 AB4104  HISTORY     - Date     Condition        Report By
 AB4104  HISTORY     - 1995     MONUMENTED       NGS
 AB4104  HISTORY     - 19970715 GOOD             NGS
 AB4104  HISTORY     - 20070821 GOOD             NEDR
 AB4104  HISTORY     - 20110830 GOOD             INDIV
 AB4104  HISTORY     - 20150715 GOOD             NEGS
 AB4104  HISTORY     - 20221117 GOOD             NEGS
 AB4104
 AB4104                          STATION DESCRIPTION
 AB4104
 AB4104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4104'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 AB4104'AINSWORTH, 3.0 MI (4.8 KM) EAST OF JOHNSTOWN AND AT THE AINSWORTH
 AB4104'MUNICIPAL AIRPORT NEAR THE APPROACH END OF RUNWAY 17 AND IN LINE WITH
 AB4104'THE THRESHOLD LIGHTS.  OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, PO BOX
 AB4104'165, AINSWORTH NE 69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT, PHONE
 AB4104'(402) 387-1491.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4104'HIGHWAY 20 AND STATE HIGHWAY 7 SOUTH ON THE WEST SIDE OF AINSWORTH, GO
 AB4104'WEST ON U.S. HIGHWAY 20 FOR 7.6 MI (12.2 KM) TO A INTERSECTION, TURN
 AB4104'RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN
 AB4104'INTERSECTION, TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.4 MI (0.6
 AB4104'KM) TO A FORK RIGHT, CONTINUE AHEAD AND GO EAST ON A DIRT ROAD FOR 0.1
 AB4104'MI (0.2 KM) (PASSING THROUGH A GATE) TO A PAVED TAXIWAY, TURN LEFT AND
 AB4104'GO NORTH ON THE PARALLEL TAXIWAY FOR 0.45 MI (0.72 KM) TO A CURVE
 AB4104'RIGHT, BEAR RIGHT FOLLOWING THE TAXIWAY NORTHEAST FOR 0.15 MI (0.24
 AB4104'KM) TO THE STATION ON THE RIGHT.  THE STATION IS 181.5 FT (55.3 M)
 AB4104'WEST OF THE RUNWAY CENTER, 87.2 FT (26.6 M) WEST OF THE MOST WESTERLY
 AB4104'THRESHOLD LIGHT, 30.4 FT (9.3 M) SOUTHEAST OF THE TAXIWAY CENTER AND
 AB4104'1.6 FT (0.5 M) NORTH OF A WITNESS POST.  NOTE--THIS STATION WAS USED
 AB4104'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4104
 AB4104                          STATION RECOVERY (1997)
 AB4104
 AB4104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4104'RECOVERED AS DESCRIBED.
 AB4104
 AB4104                          STATION RECOVERY (2007)
 AB4104
 AB4104'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 AB4104'RECOVERED IN GOOD CONDITION.
 AB4104
 AB4104                          STATION RECOVERY (2011)
 AB4104
 AB4104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JPH)
 AB4104'RECOVERED IN GOOD CONDITION.
 AB4104
 AB4104                          STATION RECOVERY (2015)
 AB4104
 AB4104'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (MH)
 AB4104'RECOVERED IN GOOD CONDITION.
 AB4104
 AB4104                          STATION RECOVERY (2022)
 AB4104
 AB4104'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 AB4104'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 7 AND U.S. HIGHWAY 20
 AB4104'IN AINSWORTH, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 7.50 MI
 AB4104'(12.07 KM) TO 423RD AVENUE.  TURN RIGHT (NORTH) AND GO NORTH ON 423RD
 AB4104'AVENUE.  APPROXIMATELY 1.25 MI (2.01 KM) TO 880TH ROAD.  TURN RIGHT
 AB4104'(EAST) AND GO APPROXIMATELY 0.35 MI (0.56 KM) THEN SOUTH 0.25 MI (0.40
 AB4104'KM) TO THE APRON.  TURN LEFT AND GO EAST APPROXIMATELY 510' TO THE
 AB4104'TAXIWAY.  TURN LEFT AND GO NORTH ALONG THE TAXIWAY APPROXIMATELY 0.77
 AB4104'MI (1.24 KM) TO THE POINT ON THE SOUTHEAST SIDE OF THE TAXIWAY.  THE
 AB4104'MARK IS 181.5 FT (55.3 M) WEST OF THE CENTERLINE OF THE NORTH TO SOUTH
 AB4104'RUNWAY, 87.2 FT (26.6 M) WEST OF THE MOST WESTERLY THRESHOLD LIGHT,
 AB4104'32.1 FT (9.8 M) SOUTHWEST OF A RUNWAY LIGHT THAT IS BROKEN AT THE
 AB4104'BASE, 30.4 FT (9.3 M) SOUTHEAST OF THE TAXIWAY CENTERLINE AND 6.35 FT
 AB4104'(1.9 M) SOUTHEAST OF THE EDGE OF THE TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0080 ***********************************************************************
 MN0080  SACS        -  This is a Secondary Airport Control Station.
 MN0080  DESIGNATION -  AP STA A
 MN0080  PID         -  MN0080
 MN0080  STATE/COUNTY-  NE/CHEYENNE
 MN0080  COUNTRY     -  US
 MN0080  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0080
 MN0080                         *CURRENT SURVEY CONTROL
 MN0080  ______________________________________________________________________
 MN0080* NAD 83(2011) POSITION- 41 06 14.14929(N) 102 59 16.75625(W)   ADJUSTED
 MN0080* NAD 83(2011) ELLIP HT-  1288.409 (meters)        (06/27/12)   ADJUSTED
 MN0080* NAD 83(2011) EPOCH   -  2010.00
 MN0080* NAVD 88 ORTHO HEIGHT -  1308.178 (meters)     4291.91  (feet) ADJUSTED
 MN0080  ______________________________________________________________________
 MN0080  GEOID HEIGHT    -        -19.751 (meters)                     GEOID18
 MN0080  NAD 83(2011) X  - -1,081,926.853 (meters)                     COMP
 MN0080  NAD 83(2011) Y  - -4,690,826.632 (meters)                     COMP
 MN0080  NAD 83(2011) Z  -  4,171,974.203 (meters)                     COMP
 MN0080  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 MN0080  DYNAMIC HEIGHT  -       1307.241 (meters)     4288.84  (feet) COMP
 MN0080  MODELED GRAVITY -    979,862.1   (mgal)                       NAVD 88
 MN0080
 MN0080  VERT ORDER      -  SECOND    CLASS 0
 MN0080
 MN0080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0080  Standards:
 MN0080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0080  -------------------------------------------------------------------
 MN0080  NETWORK    0.60   1.00           0.28   0.20   0.51     -0.06847944
 MN0080  -------------------------------------------------------------------
 MN0080  Click here for local accuracies and other accuracy information.
 MN0080
 MN0080.This mark is at Sidney Municipal Airport (SNY)
 MN0080
 MN0080.The horizontal coordinates were established by GPS observations
 MN0080.and adjusted by the National Geodetic Survey in June 2012.
 MN0080
 MN0080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0080.been affixed to the stable North American tectonic plate. See 
 MN0080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0080
 MN0080.The horizontal coordinates are valid at the epoch date displayed above
 MN0080.which is a decimal equivalence of Year/Month/Day.
 MN0080
 MN0080.The orthometric height was determined by differential leveling and
 MN0080.adjusted by the NATIONAL GEODETIC SURVEY
 MN0080.in June 1991.
 MN0080
 MN0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0080.GEOID18 height accuracy estimate available here.
 MN0080
 MN0080.Click photographs - Photos may exist for this station.
 MN0080
 MN0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0080
 MN0080.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0080
 MN0080.The ellipsoidal height was determined by GPS observations
 MN0080.and is referenced to NAD 83.
 MN0080
 MN0080.The dynamic height is computed by dividing the NAVD 88
 MN0080.geopotential number by the normal gravity value computed on the
 MN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0080.degrees latitude (g = 980.6199 gals.).
 MN0080
 MN0080.The modeled gravity was interpolated from observed gravity values.
 MN0080
 MN0080. The following values were computed from the NAD 83(2011) position.
 MN0080
 MN0080;                    North         East     Units Scale Factor Converg.
 MN0080;SPC NE       -   145,404.755   249,129.894   MT  0.99968305   -1 58 48.5
 MN0080;SPC NE       -   477,048.77    817,353.66   sFT  0.99968305   -1 58 48.5
 MN0080;UTM  13      - 4,552,245.096   668,952.001   MT  0.99995132   +1 19 23.0
 MN0080
 MN0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0080!SPC NE       -   0.99979794  x   0.99968305  =   0.99948106
 MN0080!UTM  13      -   0.99979794  x   0.99995132  =   0.99974927
 MN0080
 MN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6895252245(NAD 83)
 MN0080
 MN0080|---------------------------------------------------------------------|
 MN0080| PID    Reference Object                     Distance      Geod. Az  |
 MN0080|                                                           dddmmss.s |
 MN0080| MN0656 ARP 2 SNY                           368.846 METERS 14643     |
 MN0080|---------------------------------------------------------------------|
 MN0080
 MN0080                          SUPERSEDED SURVEY CONTROL
 MN0080
 MN0080  NAD 83(2007)-  41 06 14.14913(N)    102 59 16.75699(W) AD(2002.00) 0
 MN0080  ELLIP H (02/10/07) 1288.439  (m)                       GP(2002.00)    
 MN0080  ELLIP H (12/18/01) 1288.412  (m)                       GP(       ) 4 2
 MN0080  NAD 83(1995)-  41 06 14.14863(N)    102 59 16.75677(W) AD(       ) 1
 MN0080  ELLIP H (08/21/98) 1288.451  (m)                       GP(       ) 4 2
 MN0080  NAD 83(1995)-  41 06 14.14837(N)    102 59 16.75929(W) AD(       ) 1
 MN0080  ELLIP H (08/18/97) 1288.452  (m)                       GP(       ) 4 1
 MN0080  NAD 83(1993)-  41 06 14.14832(N)    102 59 16.75930(W) AD(       ) 1
 MN0080  NAD 83(1992)-  41 06 14.14323(N)    102 59 16.75952(W) AD(       ) 1
 MN0080  ELLIP H (01/07/93) 1288.572  (m)                       GP(       ) 4 2
 MN0080  NAD 83(1986)-  41 06 14.14116(N)    102 59 16.75930(W) AD(       ) 1
 MN0080  NAVD 88            1308.18   (m)         4291.9    (f) LEVELING    3  
 MN0080  NGVD 29 (??/??/92) 1307.573  (m)         4289.93   (f) ADJ UNCH    2 0
 MN0080  NGVD 29            1307.56   (m)         4289.9    (f) LEVELING    3  
 MN0080
 MN0080.Superseded values are not recommended for survey control.
 MN0080
 MN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0080.See file dsdata.pdf to determine how the superseded data were derived.
 MN0080
 MN0080_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0080_STAMPING: AP 1965 STA A
 MN0080_MARK LOGO: CGS
 MN0080_PROJECTION: FLUSH
 MN0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0080+STABILITY: SURFACE MOTION
 MN0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0080+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2010
 MN0080
 MN0080  HISTORY     - Date     Condition        Report By
 MN0080  HISTORY     - 1965     MONUMENTED       CGS
 MN0080  HISTORY     - 19800627 GOOD             NGS
 MN0080  HISTORY     - 19800915 GOOD             NGS
 MN0080  HISTORY     - 19890731 GOOD
 MN0080  HISTORY     - 19950818 GOOD             NGS
 MN0080  HISTORY     - 19970728 GOOD             NGS
 MN0080  HISTORY     - 20100604 GOOD             WOOLPT
 MN0080  HISTORY     - 20100613 GOOD             WOOLPT
 MN0080
 MN0080                          STATION DESCRIPTION
 MN0080
 MN0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MN0080'2.5 MI S FROM SIDNEY.
 MN0080'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT ABOUT
 MN0080'2.5 MILES SOUTH OF SIDNEY AND IS A STANDARD TOPOGRAPHIC DISK
 MN0080'SET IN THE TOP OF A 10 IN SQUARE CONCRETE MONUMENT SET FLUSH
 MN0080'WITH THE GROUND AND STAMPED AP 1965 STA. A.  IT IS LOCATED AT
 MN0080'THE NW END OF THE NW-SE RUNWAY AND IS 97.4 FEET NE OF THE N
 MN0080'CORNER OF THE RUNWAY AND ON LINE WITH THE RUNWAY END.  IT IS
 MN0080'ABOUT 3 FEET SW OF A ROW OF RUNWAY LIGHTS.
 MN0080
 MN0080                          STATION RECOVERY (1980)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MN0080'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTH-SOUTHEAST OF
 MN0080'SIDNEY, AT THE SIDNEY MUNICIPAL AIRPORT, ALONG THE NORTHEAST SIDE OF
 MN0080'RUNWAY 12-30, ABOUT 359 M (1177.8 FT)  NORTHWEST OF THE NORTH EDGE OF
 MN0080'THE MAIN RAMP.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, SIDNEY NE 69162.
 MN0080'AIRPORT MANAGER IS ED NELSON, TELEPHONE 308-254-5668.
 MN0080'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MN0080'HIGHWAY 385 (EXIT 59) FOR THE EAST EXIT TO SIDNEY, GO SOUTH ON A PAVED
 MN0080'THEN GRAVEL ROAD FOR 0.83 KM (0.50 MI) TO A T-ROAD.  TURN RIGHT AND GO
 MN0080'WEST ALONG A GRAVEL ROAD FOR 2.04 KM (1.25 MI) TO A PAVED CROSSROAD.
 MN0080'CONTINUE WEST FOR 0.34 KM (0.20 MI) TO A REVERSE FORK RIGHT.  CONTINUE
 MN0080'WESTERLY ON A PAVED WINDING ROAD FOR 0.85 KM (0.55 MI) TO ROAD END
 MN0080'AT AN AIRPORT GATE JUST PAST A TERMIAL BUILDING.  PASS THROUGH THE
 MN0080'GATE AND GO SOUTHWEST FOR 0.36 KM (0.20 MI) TO THE RUNWAY.  TURN RIGHT
 MN0080'AND GO NORTHWEST ALONG THE SIDE OF THE RUNWAY FOR 0.36 KM (0.20 MI) TO
 MN0080'THE STATION ON THE RIGHT.
 MN0080'THE STATION MARK IS 53.7 M (176.2 FT) NORTH-NORTHWEST OF THE SIXTH
 MN0080'RUNWAY LIGHT, 29.6 M (97.1 FT) NORTH-NORTHEAST OF THE EDGE OF THE
 MN0080'RUNWAY, 27.4 M (89.9 FT) NORTHEAST OF THE SEVENTH RUNWAY LIGHT AND
 MN0080'RECESSED ABOUT 8 CM.
 MN0080'DESCRIBED BY R.D. BALL.
 MN0080
 MN0080                          STATION RECOVERY (1980)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MN0080'LOCATED ON THE EAST SIDE OF THE NW/SE RUNWAY, 97 FT (29.6 M) NORTH
 MN0080'EAST OF THE SEAM WHERE THE OLD RUNWAY ENDED AND THE NEW RUNWAY
 MN0080'EXTENSION BEGINS, 89.9 FT (27.4 M) EAST OF THE SEVENTH RUNWAY LIGHT
 MN0080'NORTH OF THE TAXIWAY, AND 189.9 FT (57.9 M) NORTH OF THE SIXTH RUNWAY
 MN0080'LIGHT NORTH OF THE TAXIWAY.  A STANDARD TOPO DISK SET IN THE TOP OF A
 MN0080'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1965 STA A.
 MN0080
 MN0080                          STATION RECOVERY (1989)
 MN0080
 MN0080'RECOVERED 1989
 MN0080'RECOVERED IN GOOD CONDITION.
 MN0080
 MN0080                          STATION RECOVERY (1995)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0080'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LORENZO, 3.0
 MN0080'MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY, AT THE SIDNEY MUNICIPAL
 MN0080'AIRPORT.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ROUTE 2, BOX 7, SIDNEY
 MN0080'NE 69162.  AIRPORT MANAGER IS ED NELSON, PHONE (308) 254-5668.  TO
 MN0080'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80, US HIGHWAY 385
 MN0080'NORTH AND COUNTY ROAD 115 SOUTH (EXIT 59) SOUTHEAST OF SIDNEY, GO
 MN0080'SOUTH ON A PAVED THEN GRAVEL ROAD (CR115) FOR 0.5 MI (0.8 KM) TO A
 MN0080'T-JUNCTION, TURN RIGHT AND GO WEST ON A GRAVEL ROAD (CR16) FOR 1.25 MI
 MN0080'(2.01 KM) TO A PAVED INTERSECTION, CONTINUE AHEAD AND GO WEST ON
 MN0080'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A REVERSE FORK RIGHT, CONTINUE
 MN0080'AHEAD AND GO WEST THEN SOUTH FOLLOWING PAVED ROAD FOR 0.55 MI (0.89
 MN0080'KM) TO THE ROAD END AND A GATE JUST PAST THE TERMINAL BUILDING, PASS
 MN0080'THROUGH GATE AND GO SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY
 MN0080'FOR 0.15 MI (0.24 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON
 MN0080'THE RUNWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE
 MN0080'STATION IS RECESSED 6 CM BELOW GROUND.  LOCATED 189.9 FT (57.9 M)
 MN0080'NORTH-NORTHWEST OF A RUNWAY LIGHT, 147.2 FT (44.9 M) NORTHEAST OF THE
 MN0080'RUNWAY CENTER, 105.0 FT (32.0 M) SOUTHWEST OF A WITNESS POST SET AT
 MN0080'THE EDGE OF A CULTIVATED FIELD AND 89.9 FT (27.4 M) EAST-NORTHEAST OF
 MN0080'A RUNWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 MN0080
 MN0080                          STATION RECOVERY (1997)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0080'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT, ALONG THE
 MN0080'NORTHEAST EDGE OF RUNWAY 12-30 AND NEAR MIDFIELD.  OWNERSHIP--SIDNEY
 MN0080'AIRPORT AUTHORITY, ED NELSON, AIRPORT MANAGER, 11149 RD 16, SIDNEY, NE
 MN0080'69162.  THE PHONE NUMBER IS (308) 254-5668.  TO REACH THE STATION FROM
 MN0080'THE INTERSECTION OF U S INTERSTATE HIGHWAY 80 AND U S HIGHWAY 385 ON
 MN0080'THE SOUTHEAST SIDE OF SIDNEY, GO NORTH FOR 0.25 MI (0.40 KM) ON THE U
 MN0080'S HIGHWAY TO THE INTERSECTION WITH A PAVED ROAD LEFT, TURN LEFT AND GO
 MN0080'EASTERLY FOR 1.5 MI (2.4 KM) ON OLD POST ROAD AND COUNTY ROAD 19A TO
 MN0080'THE INTERSECTION WITH COUNTY ROAD 113 LEFT, TURN LEFT AND GO EAST THEN
 MN0080'SOUTH FOR 0.2 MI (0.3 KM) ON COUNTY ROAD 113 TO A FORK RIGHT, TURN
 MN0080'RIGHT AND GO WESTERLY FOR 0.7 MI (1.1 KM) ON THE PAVED AIRPORT
 MN0080'ENTRANCE ROAD TO A PAVED ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.2
 MN0080'MI (0.3 KM) CONTINUING ON THE PAVED AIRPORT ENTRANCE ROAD TO A GATE
 MN0080'AND THE AIRPORT OPERATIONS OFFICE ON THE LEFT, PASS THROUGH THE GATE
 MN0080'AND GO SOUTHWEST ACROSS THE APRON AND ON A CONNECTING TAXIWAY FOR 0.15
 MN0080'MI (0.24 KM) TO RUNWAY 12-30.  TURN RIGHT AND GO NORTHWEST FOR 0.2 MI
 MN0080'(0.3 KM) ALONG THE RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS
 MN0080'LOCATED 189.9 FT (57.9 M) NORTH-NORTHWEST OF A RUNWAY LIGHT, 147.2 FT
 MN0080'(44.9 M) NORTHEAST OF A THE RUNWAY CENTER, 105.0 FT (32.0 M) SOUTHWEST
 MN0080'OF A WITNESS POST, 89.9 FT (27.4 M) EAST-NORTHEAST OF A RUNWAY LIGHT,
 MN0080'AND THE MONUMENT IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.
 MN0080'THIS STATION USED AS A SACS.
 MN0080
 MN0080                          STATION RECOVERY (2010)
 MN0080
 MN0080'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0080'RECOVERED AS DESCRIBED
 MN0080
 MN0080                          STATION RECOVERY (2010)
 MN0080
 MN0080'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0080'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0097 ***********************************************************************
 MM0097  DESIGNATION -  AP STA A LBF
 MM0097  PID         -  MM0097
 MM0097  STATE/COUNTY-  NE/LINCOLN
 MM0097  COUNTRY     -  US
 MM0097  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0097
 MM0097                         *CURRENT SURVEY CONTROL
 MM0097  ______________________________________________________________________
 MM0097* NAD 83(2011) POSITION- 41 07 59.78039(N) 100 42 24.58933(W)   ADJUSTED
 MM0097* NAD 83(2011) ELLIP HT-   825.477 (meters)        (06/27/12)   ADJUSTED
 MM0097* NAD 83(2011) EPOCH   -  2010.00
 MM0097* NAVD 88 ORTHO HEIGHT -   847.711 (meters)     2781.20  (feet) ADJUSTED
 MM0097  ______________________________________________________________________
 MM0097  GEOID HEIGHT    -        -22.241 (meters)                     GEOID18
 MM0097  NAD 83(2011) X  -   -893,896.619 (meters)                     COMP
 MM0097  NAD 83(2011) Y  - -4,727,724.829 (meters)                     COMP
 MM0097  NAD 83(2011) Z  -  4,174,125.050 (meters)                     COMP
 MM0097  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 MM0097  DYNAMIC HEIGHT  -        847.217 (meters)     2779.58  (feet) COMP
 MM0097  MODELED GRAVITY -    980,012.8   (mgal)                       NAVD 88
 MM0097
 MM0097  VERT ORDER      -  FIRST     CLASS II
 MM0097
 MM0097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0097  Standards:
 MM0097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0097  -------------------------------------------------------------------
 MM0097  NETWORK    0.34   0.86           0.16   0.11   0.44     -0.00213231
 MM0097  -------------------------------------------------------------------
 MM0097  Click here for local accuracies and other accuracy information.
 MM0097
 MM0097.This mark is at North Platte Regional Airport (LBF)
 MM0097
 MM0097.The horizontal coordinates were established by GPS observations
 MM0097.and adjusted by the National Geodetic Survey in June 2012.
 MM0097
 MM0097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0097.been affixed to the stable North American tectonic plate. See 
 MM0097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0097
 MM0097.The horizontal coordinates are valid at the epoch date displayed above
 MM0097.which is a decimal equivalence of Year/Month/Day.
 MM0097
 MM0097.The orthometric height was determined by differential leveling and
 MM0097.adjusted by the NATIONAL GEODETIC SURVEY
 MM0097.in June 1994.
 MM0097
 MM0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0097.GEOID18 height accuracy estimate available here.
 MM0097
 MM0097.Click photographs - Photos may exist for this station.
 MM0097
 MM0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0097
 MM0097.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0097
 MM0097.The ellipsoidal height was determined by GPS observations
 MM0097.and is referenced to NAD 83.
 MM0097
 MM0097.The dynamic height is computed by dividing the NAVD 88
 MM0097.geopotential number by the normal gravity value computed on the
 MM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0097.degrees latitude (g = 980.6199 gals.).
 MM0097
 MM0097.The modeled gravity was interpolated from observed gravity values.
 MM0097
 MM0097. The following values were computed from the NAD 83(2011) position.
 MM0097
 MM0097;                    North         East     Units Scale Factor Converg.
 MM0097;SPC NE       -   144,569.405   440,670.320   MT  0.99967961   -0 28 06.3
 MM0097;SPC NE       -   474,308.12  1,445,765.87   sFT  0.99967961   -0 28 06.3
 MM0097;UTM  14      - 4,554,955.623   356,739.590   MT  0.99985259   -1 07 22.7
 MM0097
 MM0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0097!SPC NE       -   0.99987053  x   0.99967961  =   0.99955019
 MM0097!UTM  14      -   0.99987053  x   0.99985259  =   0.99972314
 MM0097
 MM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5673954955(NAD 83)
 MM0097
 MM0097                          SUPERSEDED SURVEY CONTROL
 MM0097
 MM0097  NAD 83(2007)-  41 07 59.78025(N)    100 42 24.59026(W) AD(2002.00) 0
 MM0097  ELLIP H (02/10/07)  825.503  (m)                       GP(2002.00)    
 MM0097  ELLIP H (01/04/02)  825.500  (m)                       GP(       ) 4 1
 MM0097  NAD 83(1995)-  41 07 59.77959(N)    100 42 24.58984(W) AD(       ) 1
 MM0097  ELLIP H (08/18/97)  825.528  (m)                       GP(       ) 4 1
 MM0097  ELLIP H (01/07/93)  825.324  (m)                       GP(       ) 4 2
 MM0097  NAD 83(1986)-  41 07 59.78037(N)    100 42 24.59071(W) AD(       ) 1
 MM0097  NAVD 88 (09/17/98)  847.8    (m)  UNKNOWN  model used  GPS OBS        
 MM0097  NAVD 88 (06/15/91)  847.714  (m)         2781.21   (f) SUPERSEDED  1 2
 MM0097  NGVD 29 (02/14/92)  847.366  (m)         2780.07   (f) ADJUSTED    1 2
 MM0097  NGVD 29 (02/23/90)  847.4    (m)  RAPSU86  model used  GPS OBS        
 MM0097  NGVD 29 (??/??/87)  847.366  (m)         2780.07   (f) SUPERSEDED  1 2
 MM0097
 MM0097.Superseded values are not recommended for survey control.
 MM0097
 MM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0097.See file dsdata.pdf to determine how the superseded data were derived.
 MM0097
 MM0097_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0097_STAMPING: AP 1963 STA A
 MM0097_MARK LOGO: CGS
 MM0097_PROJECTION: FLUSH
 MM0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0097+STABILITY: SURFACE MOTION
 MM0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0097+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 MM0097
 MM0097  HISTORY     - Date     Condition        Report By
 MM0097  HISTORY     - 1963     MONUMENTED       CGS
 MM0097  HISTORY     - 1967     GOOD             CGS
 MM0097  HISTORY     - 1981     GOOD             USGS
 MM0097  HISTORY     - 1986     GOOD             NGS
 MM0097  HISTORY     - 19890630 GOOD             NGS
 MM0097  HISTORY     - 19950802 GOOD             NGS
 MM0097  HISTORY     - 19970804 GOOD             NGS
 MM0097  HISTORY     - 19991015 GOOD             NGS
 MM0097
 MM0097                          STATION DESCRIPTION
 MM0097
 MM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MM0097'2.8 MI E FROM NORTH PLATTE.
 MM0097'THE MARK IS LOCATED AT THE NORTH PLATTE AIRPORT (LEE BIRD FIELD)
 MM0097'NEAR THE PHYSICAL END OF RUNWAY 12, 509.0 FEET EAST OF
 MM0097'TRIANGULATION STATION CLINCH 1951, 132.4 FEET NORTH-EAST OF THE
 MM0097'NORTH-EAST EDGE OF THE RUNWAY, 58.8 FEET WEST-SOUTHWEST OF THE
 MM0097'SOUTHWEST CORNER OF AN OLD CONCRETE LIGHT STANDARD BASE AND
 MM0097'48.6 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD.
 MM0097
 MM0097                          STATION RECOVERY (1981)
 MM0097
 MM0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MM0097'RECOVERED IN GOOD CONDITION.
 MM0097
 MM0097                          STATION RECOVERY (1986)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM (3.0
 MM0097'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83 AT
 MM0097'NORTH PLATTE, ON THE NORTHWEST PROPERTY CORNER OF THE LEE BIRD
 MM0097'AIRFIELD, 0.5 KM (0.3 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 MM0097'NORTH PLATTE RIVER, 62.9 METERS (206.5 FT) SOUTH OF THE HIGHWAY
 MM0097'CENTERLINE, 40.4 METERS (132.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 MM0097'THE NORTHWEST-SOUTHEAST CONCRETE RUNWAY, 18.0 METERS (59 FT)
 MM0097'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDON CONCRETE STREET
 MM0097'LIGHT FOUNDATION, 15.4 METERS (50.5 FT) EAST OF THE SOUTHEAST CORNER
 MM0097'OF A 3 BY 3 FOOT UTILITY BOX, 14.8 METERS (48.5 FT) SOUTH OF THE
 MM0097'CENTER OF THE OLD HIGHWAY, AND FLUSH WITH THE SURROUNDING AREA.
 MM0097'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 MM0097'THE MARK IS 0.5 M BELOW THE OLD HIGHWAY.
 MM0097
 MM0097                          STATION RECOVERY (1989)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0097'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF NORTH PLATTE, AT
 MM0097'THE LEE BIRD FIELD AIRPORT, AT THE EXTREME NORTHWEST END OF A
 MM0097'RELOCATED THESHOLD OF RUNWAY 12 R, NEAR THE STOPWAY END.
 MM0097'OWNERSHIP--NORTH PLATTE AIRPORT AUTHORITY, P.O. BOX D 1517, NORTH
 MM0097'PLATTE NE 69103. AIRPORT MANAGER IS JOAN COOK, TELEPHONE 308-532-1900
 MM0097'OR 2547.  ESCORTS ARE REQUIRED.
 MM0097'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 83 AND US HIGHWAY
 MM0097'30 IN NORTH PLATTE, GO EAST ON US HIGHWAY 30 FOR 5.5 KM (3.40 MI) TO
 MM0097'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 MM0097'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE.  NOTE=A KEY
 MM0097'IS REQUIRED TO OPERN THE GATE LOCATED AT THE NORTHWEST CORNER OF THE
 MM0097'AIRPORT.  FROM THE AIRPORT OFFICE GO WEST ALONG THE OLD HIGHWAY TO THE
 MM0097'GATE.  PASS THROUGH THE GATE ALONG OLD HIGHWAY, THEN MAKE WAY SOUTH TO
 MM0097'THE JUNCTION OF RUNWAY 8-26, THEN GO WEST ALONG THE RUNWAY TO THE
 MM0097'JUNCTION OF RUNWAYS 12 R AND 30 L, THEN GO NORTHWEST ALONG RUNWAY 12 R
 MM0097'TO THE EXTREME END OF THE RELOCATED THRESHOLD END AND THE STATION ON
 MM0097'THE RIGHT, NEAR THE STOPWAY FOR RUNWAY END 12 R.
 MM0097'THE STATION MARK IS 40.4 M (132.5 FT) NORTHEAST OF THE NORTHEAST EDGE
 MM0097'OF THE STOPWAY, 15.5 M (50.9 FT) EAST OF THE SOUTHEAST CORNER OF A
 MM0097'GREEN BOX, 12.0 M (39.4 FT) SOUTH OF THE EDGE OF THE OLD HIGHWAY, 0.31
 MM0097'N SOUTH OF A CARSONITE WITNESS POST AND 3 CM BELOW THE GROUND.
 MM0097'STATION MARK IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED AP 1963 STA A.
 MM0097'DESCRIBED BY R.D.BALL.
 MM0097
 MM0097                          STATION RECOVERY (1995)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0097'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0097'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 MM0097'AIRPORT AND NEAR THE EXTREME NORTHWEST END OF RUNWAY 12R.
 MM0097'OWNERSHIP--NORTH PLATTE AIRPORT AUTHORITY, PO BOX 1517, NORTH PLATTE
 MM0097'NE 69103.  AIRPORT MANAGER IS KENT PENNEY, PHONE (308) 532-1900.  TO
 MM0097'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 MM0097'HIGHWAY 56 G LINK (2.3 MI SOUTHEAST OF NORTH PLATTE) EXIT 179, GO
 MM0097'NORTH ON STATE HIGHWAY 56 G LINK FOR 1.85 MI (2.98 KM) TO A
 MM0097'T-JUNCTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 1.5 MI (2.4
 MM0097'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT
 MM0097'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN INTERSECTION AND THE AIRPORT
 MM0097'OFFICE AHEAD, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.2 MI (0.3
 MM0097'KM) TO A LOCKED GATE, PASS THROUGH GATE, CONTINUE AHEAD AND GO WEST ON
 MM0097'PAVED ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE
 MM0097'STATION IS 132.5 FT (40.4 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 MM0097'STOPWAY, 58.9 FT (18.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MM0097'3.7 FT (1.1 M) X 3.7 FT (1.1 M) CONCRETE PAD, 49.9 FT (15.2 M)
 MM0097'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A GREEN ELECTRICAL BOX, 49.4
 MM0097'FT (15.1 M) SOUTH OF THE PAVED ROAD CENTER AND 1.3 FT (0.4 M) NORTH OF
 MM0097'A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 MM0097
 MM0097                          STATION RECOVERY (1997)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0097'RECOVERED AS DESCRIBED.
 MM0097
 MM0097                          STATION RECOVERY (1999)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 MM0097'OTHER ALIASES INCLUDE DOD 5857-2 AND NORTH PLATTE AP A. STATION IS AT
 MM0097'LEE BIRD FIELD (NORTH PLATTE MUNICIPAL AIRPORT) NEAR COMMUNITY OF
 MM0097'BECK, NEBRASKA.  STATION IS 2.9 MI (4.7 KM) EAST OF LINCOLN COUNTY
 MM0097'COURTHOUSE IN DOWNTOWN NORTH PLATTE, NEBRASKA.  TO ACCESS FROM EXIT
 MM0097'179 OF INTERSTATE 80, GO NORTH ON NE LINK HIGHWAY 56G (NEWBERRY
 MM0097'ACCESS) .  GO 1.8 MI (2.9 KM) AND TURN EAST (RIGHT) ONTO US ROUTE 30.
 MM0097'GO 1.45 MI (2.33 KM) AND TURN SSE (RIGHT) ONTO AIRPORT ROAD.  GO 0.05
 MM0097'MI (0.08 KM) TO TOWNSHIP LINE ROAD (SERVICE ROAD = OLD US 30) .  TURN
 MM0097'WEST (RIGHT) AND GO 0.45 MI (0.72 KM) TO STATION ON LEFT.  STATION IS
 MM0097'IN GRASS FIELD, 11.9 M (39.0 FT) SOUTH OF SOUTH SIDE OF SERVICE ROAD,
 MM0097'40.0 M (131.2 FT) NE OF NE SIDE OF NORTHWESTERN APPROACH AREA TO NW-SE
 MM0097'RUNWAY, 16 M (52.5 FT) EAST OF 0.9 M (3.0 FT) SQUARE GREEN BOX, AND
 MM0097'0.40 M (1.31 FT) NORTH OF FIBERGLASS WITNESS POST.  DISK IS SET IN TOP
 MM0097'OF 0.23 M (0.75 FT) SQUARE CONCRETE MONUMENT SET FLUSH WITH GROUND.
 MM0097'CHISELED ARROW POINTS NORTH.  DISK IS 6 MM BELOW MONUMENT TOP.
 MM0097'STATION IS ABOUT 160 M (524.9 FT) EAST OF TRIANGULATION STATION CLINCH
 MM0097'(1951) .
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4144 ***********************************************************************
 AB4144  SACS        -  This is a Secondary Airport Control Station.
 AB4144  DESIGNATION -  AP STA A OFK
 AB4144  PID         -  AB4144
 AB4144  STATE/COUNTY-  NE/MADISON
 AB4144  COUNTRY     -  US
 AB4144  USGS QUAD   -  ENOLA (2017)
 AB4144
 AB4144                         *CURRENT SURVEY CONTROL
 AB4144  ______________________________________________________________________
 AB4144* NAD 83(2011) POSITION- 41 59 31.04462(N) 097 26 30.85151(W)   ADJUSTED
 AB4144* NAD 83(2011) ELLIP HT-   444.637 (meters)        (06/27/12)   ADJUSTED
 AB4144* NAD 83(2011) EPOCH   -  2010.00
 AB4144* NAVD 88 ORTHO HEIGHT -   469.47  (meters)     1540.3   (feet) GPS OBS
 AB4144  ______________________________________________________________________
 AB4144  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4144  GEOID HEIGHT    -        -24.748 (meters)                     GEOID96
 AB4144  GEOID HEIGHT    -        -24.768 (meters)                     GEOID18
 AB4144  NAD 83(2011) X  -   -614,955.420 (meters)                     COMP
 AB4144  NAD 83(2011) Y  - -4,707,933.979 (meters)                     COMP
 AB4144  NAD 83(2011) Z  -  4,245,237.357 (meters)                     COMP
 AB4144  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 AB4144
 AB4144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4144  Standards:
 AB4144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4144  -------------------------------------------------------------------
 AB4144  NETWORK    0.64   1.33           0.30   0.21   0.68      0.01174579
 AB4144  -------------------------------------------------------------------
 AB4144  Click here for local accuracies and other accuracy information.
 AB4144
 AB4144.This mark is at Karl Stefan Mem Airport (OFK)
 AB4144
 AB4144.The horizontal coordinates were established by GPS observations
 AB4144.and adjusted by the National Geodetic Survey in June 2012.
 AB4144
 AB4144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4144.been affixed to the stable North American tectonic plate. See 
 AB4144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4144
 AB4144.The horizontal coordinates are valid at the epoch date displayed above
 AB4144.which is a decimal equivalence of Year/Month/Day.
 AB4144
 AB4144.The orthometric height was determined by GPS observations and a
 AB4144.high-resolution geoid model.
 AB4144
 AB4144.GPS derived orthometric heights for airport stations designated as
 AB4144.PACS or SACS are published to 2 decimal places.  This maintains
 AB4144.centimeter relative accuracy between the PACS and SACS.  It does
 AB4144.not indicate centimeter accuracy relative to other marks which are
 AB4144.part of the published vertical control network.
 AB4144
 AB4144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4144.GEOID18 height accuracy estimate available here.
 AB4144
 AB4144.Click photographs - Photos may exist for this station.
 AB4144
 AB4144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4144
 AB4144.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4144
 AB4144.The ellipsoidal height was determined by GPS observations
 AB4144.and is referenced to NAD 83.
 AB4144
 AB4144. The following values were computed from the NAD 83(2011) position.
 AB4144
 AB4144;                    North         East     Units Scale Factor Converg.
 AB4144;SPC NE       -   242,799.490   711,871.289   MT  0.99969453   +1 41 42.9
 AB4144;SPC NE       -   796,584.66  2,335,531.05   sFT  0.99969453   +1 41 42.9
 AB4144;UTM  14      - 4,650,057.341   629,055.818   MT  0.99980494   +1 02 33.2
 AB4144
 AB4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4144!SPC NE       -   0.99993027  x   0.99969453  =   0.99962482
 AB4144!UTM  14      -   0.99993027  x   0.99980494  =   0.99973522
 AB4144
 AB4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2905550057(NAD 83)
 AB4144
 AB4144                          SUPERSEDED SURVEY CONTROL
 AB4144
 AB4144  NAD 83(2007)-  41 59 31.04458(N)    097 26 30.85225(W) AD(2002.00) 0
 AB4144  ELLIP H (02/10/07)  444.664  (m)                       GP(2002.00)    
 AB4144  ELLIP H (11/06/01)  444.630  (m)                       GP(       ) 4 2
 AB4144  NAD 83(1995)-  41 59 31.04452(N)    097 26 30.85190(W) AD(       ) 1
 AB4144  ELLIP H (09/23/97)  444.696  (m)                       GP(       ) 4 2
 AB4144
 AB4144.Superseded values are not recommended for survey control.
 AB4144
 AB4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4144.See file dsdata.pdf to determine how the superseded data were derived.
 AB4144
 AB4144_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4144_STAMPING: AP 1963 STA A
 AB4144_MARK LOGO: CGS
 AB4144_PROJECTION: FLUSH
 AB4144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4144+STABILITY: SURFACE MOTION
 AB4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4144+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2011
 AB4144
 AB4144  HISTORY     - Date     Condition        Report By
 AB4144  HISTORY     - 1963     MONUMENTED       CGS
 AB4144  HISTORY     - 19850615 GOOD             NGS
 AB4144  HISTORY     - 19950627 GOOD             NGS
 AB4144  HISTORY     - 19970616 GOOD             NGS
 AB4144  HISTORY     - 20011111 GOOD             NGS
 AB4144  HISTORY     - 20110816 GOOD             INDIV
 AB4144
 AB4144                          STATION DESCRIPTION
 AB4144
 AB4144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AB4144'THE STATION IS LOCATED IN THE NORTHWSTERN SECTION OF THE KARL STEFAN
 AB4144'MEMORIAL AIRPORT, NEAR RUNWAY END 13.  IT IS 258.37 FT (78.75 M) EAST
 AB4144'OF THE CENTERLINE END OF RUNWAY 13, 219.7 FT (67.0 M) NORTH OF THE
 AB4144'SECOND RUNWAY LIGHT, 56, 219.3 FT (66.8 M) SOUTHEAST OF THE NORTHEAST
 AB4144'THERSHOLD LIGHT, 90.4 FT (27.6 M) NORTHEAST OF AND IN LINE WITH
 AB4144'OPPOSITE RUNWAY LIGHTS.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF
 AB4144'A 10 INCH CONCRETE POST, ONE INCH BELOW THE SURFACE OF THE GROUND, AND
 AB4144'STAMPED AP 1963 STA A.
 AB4144
 AB4144                          STATION RECOVERY (1995)
 AB4144
 AB4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4144'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 AB4144'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT,
 AB4144'NEAR THE APPROACH END OF RUNWAY 13, IN THE GRASS AREA FORMED BY THE
 AB4144'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK NE
 AB4144'68701.  AIRPORT MANAGER IS RICK KROPF, PHONE (402) 371-7210.  TO REACH
 AB4144'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275 BYPASS ON
 AB4144'THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MI (1.6
 AB4144'KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND GO SOUTH ON
 AB4144'U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 AB4144'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE
 AB4144'TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 AB4144'ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS
 AB4144'THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY FOR 0.05 MI
 AB4144'(0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE
 AB4144'PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN RIGHT AND
 AB4144'GO NORTHWEST ON A PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO A RUNWAY,
 AB4144'CONTINUE AHEAD CROSSING THE RUNWAY AND GO NORTHWEST ON THE PARALLEL
 AB4144'TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY LEFT, CONTINUE
 AB4144'AHEAD AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM)
 AB4144'TO THE STATION ON THE LEFT. THE STATION IS RECESSED 2 CM BELOW GROUND
 AB4144'LEVEL.  LOCATED 219.7 FT (67.0 M) NORTH OF THE SECOND RUNWAY LIGHT,
 AB4144'219.3 FT (66.8 M) SOUTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT,
 AB4144'188.3 FT (57.4 M) SOUTHWEST FROM THE PARALLEL TAXIWAY CENTER, 166.4 FT
 AB4144'(50.7 M) NORTHEAST OF THE RUNWAY CENTER, 90.4 FT (27.6 M) NORTHEAST OF
 AB4144'THE FIRST RUNWAY LIGHT (IN LINE WITH OPPOSITE SIDE), 89.4 FT (27.2 M)
 AB4144'EAST OF THE EAST CORNER OF A CONCRETE PAD FOR A TAXIWAY INDICATOR SIGN
 AB4144'AND 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.  THIS STATION TO BE
 AB4144'USED AS SACS.
 AB4144
 AB4144                          STATION RECOVERY (1997)
 AB4144
 AB4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4144'RECOVERED AS DESCRIBED.
 AB4144
 AB4144                          STATION RECOVERY (2001)
 AB4144
 AB4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 AB4144'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 AB4144'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT,
 AB4144'NEAR THE APPROACH END OF RUNWAY 13, IN THE GRASS AREA FORMED BY THE
 AB4144'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK,4100 S. 13TH ST. PO
 AB4144'BOX 1343, NORFOLK NE
 AB4144'68702.  AIRPORT MANAGER IS GERALD ADAMS, PHONE (402) 371-7210.  TO
 AB4144'REACH
 AB4144'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275 BYPASS ON
 AB4144'THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MI (1.6
 AB4144'KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND GO SOUTH ON
 AB4144'U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 AB4144'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE
 AB4144'TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 AB4144'ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS
 AB4144'THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY FOR 0.05 MI
 AB4144'(0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE
 AB4144'PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN RIGHT AND
 AB4144'GO NORTHWEST ON A PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO A RUNWAY,
 AB4144'CONTINUE AHEAD CROSSING THE RUNWAY AND GO NORTHWEST ON THE PARALLEL
 AB4144'TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY LEFT, CONTINUE
 AB4144'AHEAD AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM)
 AB4144'TO THE STATION ON THE LEFT. THE STATION IS RECESSED 2 CM BELOW GROUND
 AB4144'LEVEL.  LOCATED 219.7 FT (67.0 M) NORTH OF THE SECOND RUNWAY LIGHT,
 AB4144'219.3 FT (66.8 M) SOUTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT,
 AB4144'188.3 FT (57.4 M) SOUTHWEST FROM THE PARALLEL TAXIWAY CENTER, 166.4 FT
 AB4144'(50.7 M) NORTHEAST OF THE RUNWAY CENTER, 90.4 FT (27.6 M) NORTHEAST OF
 AB4144'THE FIRST RUNWAY LIGHT (IN LINE WITH OPPOSITE SIDE), 89.4 FT (27.2 M)
 AB4144'EAST OF THE EAST CORNER OF A CONCRETE PAD FOR A TAXIWAY INDICATOR SIGN
 AB4144'AND 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.  THIS STATION TO BE
 AB4144'USED AS SACS.
 AB4144'
 AB4144
 AB4144                          STATION RECOVERY (2011)
 AB4144
 AB4144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JWS)
 AB4144'NEW TIES TO STATION.  FROM THE SOUTHWEST CORNER OF CONCRETE PAD
 AB4144'HOLDING THE R-14/C SIGN NEAR THE HOLD LINE FOR TAXIWAY C, SOUTH 136.3'
 AB4144'TO STATION.  FROM THE SOUTHEAST CORNER OF THE CONCRETE PAD HOLDING THE
 AB4144'TAXIWAY C SIGN NEAR RUNWAY 14 EAST NORTHEAST 106.7' TO THE STATION.
 AB4144'FROM THE NORTHEAST CORNER OF THE CONCRETE PAD HOLDING THE EASTMOST
 AB4144'THRESHOLD LIGHT NORTH 125.1' TO THE STATION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2153 ***********************************************************************
 MK2153  SACS        -  This is a Secondary Airport Control Station.
 MK2153  DESIGNATION -  AP STA A OLU
 MK2153  PID         -  MK2153
 MK2153  STATE/COUNTY-  NE/PLATTE
 MK2153  COUNTRY     -  US
 MK2153  USGS QUAD   -  COLUMBUS (2017)
 MK2153
 MK2153                         *CURRENT SURVEY CONTROL
 MK2153  ______________________________________________________________________
 MK2153* NAD 83(2011) POSITION- 41 27 09.81049(N) 097 20 45.06786(W)   ADJUSTED
 MK2153* NAD 83(2011) ELLIP HT-   414.208 (meters)        (06/27/12)   ADJUSTED
 MK2153* NAD 83(2011) EPOCH   -  2010.00
 MK2153* NAVD 88 ORTHO HEIGHT -   439.53  (meters)     1442.0   (feet) GPS OBS
 MK2153  ______________________________________________________________________
 MK2153  NAVD 88 orthometric height was determined with an earlier geoid model
 MK2153  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 MK2153  NAD 83(2011) X  -   -612,155.872 (meters)                     COMP
 MK2153  NAD 83(2011) Y  - -4,748,470.097 (meters)                     COMP
 MK2153  NAD 83(2011) Z  -  4,200,512.642 (meters)                     COMP
 MK2153  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 MK2153
 MK2153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2153  Standards:
 MK2153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2153  -------------------------------------------------------------------
 MK2153  NETWORK    0.33   0.74           0.15   0.11   0.38      0.01360292
 MK2153  -------------------------------------------------------------------
 MK2153  Click here for local accuracies and other accuracy information.
 MK2153
 MK2153.This mark is at Columbus Municipal Airport (OLU)
 MK2153
 MK2153.The horizontal coordinates were established by GPS observations
 MK2153.and adjusted by the National Geodetic Survey in June 2012.
 MK2153
 MK2153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2153.been affixed to the stable North American tectonic plate. See 
 MK2153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2153
 MK2153.The horizontal coordinates are valid at the epoch date displayed above
 MK2153.which is a decimal equivalence of Year/Month/Day.
 MK2153
 MK2153.The orthometric height was determined by GPS observations and a
 MK2153.high-resolution geoid model.
 MK2153
 MK2153.GPS derived orthometric heights for airport stations designated as
 MK2153.PACS or SACS are published to 2 decimal places.  This maintains
 MK2153.centimeter relative accuracy between the PACS and SACS.  It does
 MK2153.not indicate centimeter accuracy relative to other marks which are
 MK2153.part of the published vertical control network.
 MK2153
 MK2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2153.GEOID18 height accuracy estimate available here.
 MK2153
 MK2153.Click photographs - Photos may exist for this station.
 MK2153
 MK2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2153
 MK2153.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2153
 MK2153.The ellipsoidal height was determined by GPS observations
 MK2153.and is referenced to NAD 83.
 MK2153
 MK2153. The following values were computed from the NAD 83(2011) position.
 MK2153
 MK2153;                    North         East     Units Scale Factor Converg.
 MK2153;SPC NE       -   183,195.965   721,661.824   MT  0.99965902   +1 45 32.0
 MK2153;SPC NE       -   601,035.43  2,367,652.17   sFT  0.99965902   +1 45 32.0
 MK2153;UTM  14      - 4,590,336.320   638,162.523   MT  0.99983492   +1 05 42.8
 MK2153
 MK2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2153!SPC NE       -   0.99993503  x   0.99965902  =   0.99959408
 MK2153!UTM  14      -   0.99993503  x   0.99983492  =   0.99976997
 MK2153
 MK2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3816290336(NAD 83)
 MK2153
 MK2153                          SUPERSEDED SURVEY CONTROL
 MK2153
 MK2153  NAD 83(2007)-  41 27 09.81042(N)    097 20 45.06851(W) AD(2002.00) 0
 MK2153  ELLIP H (02/10/07)  414.233  (m)                       GP(2002.00)    
 MK2153  ELLIP H (12/10/01)  414.224  (m)                       GP(       ) 4 1
 MK2153  NAD 83(1995)-  41 27 09.81042(N)    097 20 45.06790(W) AD(       ) 1
 MK2153  ELLIP H (09/22/97)  414.272  (m)                       GP(       ) 4 1
 MK2153  NAD 83(1995)-  41 27 09.81069(N)    097 20 45.07015(W) AD(       ) 1
 MK2153  ELLIP H (08/18/97)  414.298  (m)                       GP(       ) 4 1
 MK2153  NAD 83(1986)-  41 27 09.81999(N)    097 20 45.07439(W) AD(       ) 1
 MK2153  NGVD 29 (02/23/90)  439.28   (m)  RAPSU86  model used  GPS OBS        
 MK2153
 MK2153.Superseded values are not recommended for survey control.
 MK2153
 MK2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2153.See file dsdata.pdf to determine how the superseded data were derived.
 MK2153
 MK2153_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2153_STAMPING: AP 1969 STA A OLU
 MK2153_MARK LOGO: CGS
 MK2153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2153+STABILITY: SURFACE MOTION
 MK2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2153+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2012
 MK2153
 MK2153  HISTORY     - Date     Condition        Report By
 MK2153  HISTORY     - 1969     MONUMENTED       CGS
 MK2153  HISTORY     - 19860615 GOOD             NGS
 MK2153  HISTORY     - 19890418 GOOD             NGS
 MK2153  HISTORY     - 19950602 GOOD             NGS
 MK2153  HISTORY     - 19970612 GOOD             NGS
 MK2153  HISTORY     - 20120507 GOOD             ALBECO
 MK2153
 MK2153                          STATION DESCRIPTION
 MK2153
 MK2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2153'LOCATED NEAR NW END OF RUNWAY 14-32, 250.91 FT (76.48 M) SE OF C/L
 MK2153'RUNWAY END 14, 57.0 FT (17.4 M) SE OF FIRST RUNWAY LIGHT SE OF RUNWAY
 MK2153'END, 50.5 FT (15.4 M) NE OF NE EDGE OF RUNWAY.  THE MARK IS SET IN A
 MK2153'CONCRETE POST ONE INCH BELOW THE GROUND AND IS STAMPED AP 1969 STA A
 MK2153'OLU.  NOTE, THE STATION IS ALSO 57.5 FT (17.5 M) SOUTH OF A REIL.
 MK2153
 MK2153                          STATION RECOVERY (1989)
 MK2153
 MK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2153'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF COLUMBUS, AT
 MK2153'THE COLUMBUS MUNICIPAL AIRPORT, NEAR RUNWAY END 14.
 MK2153'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOX 315, COLUMBUS, NE 68601.
 MK2153'AIRPORT MANAGER IS JERRY SHULTZ, TELEPHONE 402-564-7377.
 MK2153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN
 MK2153'NORTHWEST COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 1.59 KM (1.00 MI)
 MK2153'TO A CROSS STREET (18TH AVENUE).  TURN LEFT AND GO NORTH ALONG 18TH
 MK2153'AVENUE FOR 0.36 KM (0.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 MK2153'AND GO EAST FOR 0.50 KM (0.30 MI) TO A GATE ON THE RIGHT WHERE THE
 MK2153'ROAD TURNS LEFT.  TURN RIGHT AND PASS THROUGH THE GATE, THEN GO SOUTH,
 MK2153'THEN EAST, THEN NORTH, THEN EAST FOR 0.28 KM (0.15 MI) TO A TAXIWAY.
 MK2153'TURN LEFT AND GO NORTHWEST ON THE TAXIWAY FOR 1.28 KM (0.80 MI) TO ITS
 MK2153'JUCTION WITH RUNWAY END 14.  CROSS THE RUNWAY END, THEN BEAR RIGHT AND
 MK2153'GO SOUTHEAST ON THE GRASS FOR 0.10 KM (0.05 MI) TO THE MARK.
 MK2153'THE STATION MARK IS SET 36.6 M (120.1 FT) NORTHWEST OF THE WEST LEG OF
 MK2153'THE SOUTHEAST ONE OF TWO VASI, 17.5 M (57.4 FT) SOUTH OF A REIL, 16.2
 MK2153'M (53.1 FT) SOUTHEAST OF THE MOST NORTHEASTERLY RUNWAY THRESHOLD LIGHT
 MK2153'AND 15.4 M (50.5 FT) NORTHEAST OF THE RUNWAY EDGE.
 MK2153'DESCRIBED BY G.R.HEID.
 MK2153
 MK2153                          STATION RECOVERY (1995)
 MK2153
 MK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2153'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PLATTE
 MK2153'CENTER, 1.8 MI (2.9 KM) NORTHWEST OF COLUMBUS, ON THE COLUMBUS
 MK2153'MUNICIPAL AIRPORT, NEAR THE OLD THRESHOLD OF RUNWAY 14.
 MK2153'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, PO BOX 315, COLUMBUS NE 68601.
 MK2153'AIRPORT MANAGER IS JERRY SCHULTZ, PHONE (402) 564-7043.  TO REACH THE
 MK2153'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN NORTHWEST
 MK2153'COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO AN
 MK2153'INTERSECTION, TURN LEFT AND GO NORTH ON 18TH STREET FOR 0.2 MI (0.3
 MK2153'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT
 MK2153'ENTRANCE ROAD FOR 0.25 MI (0.40 KM) TO A SLIGHT CURVE LEFT AND A PAVED
 MK2153'ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.1 MI (0.2
 MK2153'KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN RIGHT AND GO NORTHEAST ON
 MK2153'A TAXIWAY, CROSSING THE APRON, FOR 0.15 MI (0.24 KM) TO A TAXIWAY
 MK2153'INTERSECTION, TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR
 MK2153'0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY AND A ROAD LEADING TO A VOR
 MK2153'ON THE RIGHT, CONTINUE AHEAD AND GO NORTHWEST ON THE PARALLEL TAXIWAY
 MK2153'FOR 0.25 MI (0.40 KM) TO THE FIRST CONNECTOR TAXIWAY RIGHT, TURN RIGHT
 MK2153'AND GO NORTHEAST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 MK2153'JUNCTION WITH THE RUNWAY, BEAR LEFT AND GO NORTH-NORTHEAST, CROSSING
 MK2153'THE RUNWAY, THEN ON THE GRASS FOR 0.05 MI (0.08 KM) TO THE STATION.
 MK2153'THE STATION IS 124.7 FT (38.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 MK2153'NEW CONCRETE THRESHOLD BAR, 100.0 FT (30.5 M) NORTHEAST OF THE RUNWAY
 MK2153'CENTER, 57.4 FT (17.5 M) SOUTH OF A OLD REIL LIGHT BASE, 51.3 FT (15.6
 MK2153'M) SOUTHWEST OF A SHORT WITNESS POST SET AT THE EDGE OF A CULTIVATED
 MK2153'FIELD AND 43.2 FT (13.2 M) NORTH-NORTHEAST FROM A RUNWAY LIGHT BASE
 MK2153'CENTER.  NOTE--RUNWAY IS UNDER CONSTRUCTION, THE RUNWAY MARKING LIGHTS
 MK2153'ARE NOT MOUNTED AT THIS TIME.  THIS STATION TO BE USED AS SACS.
 MK2153
 MK2153                          STATION RECOVERY (1997)
 MK2153
 MK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2153'RECOVERED AS DESCRIBED.
 MK2153
 MK2153                          STATION RECOVERY (2012)
 MK2153
 MK2153'RECOVERY NOTE BY ALFRED BENESCH & COMPANY 2012 (JPH)
 MK2153'AIRPORT MANAGER - MARK COZAD
 MK2153'402-276-5284
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0654 ***********************************************************************
 MN0654  SACS        -  This is a Secondary Airport Control Station.
 MN0654  DESIGNATION -  AP STA B
 MN0654  PID         -  MN0654
 MN0654  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0654  COUNTRY     -  US
 MN0654  USGS QUAD   -  LAKE ALICE (2017)
 MN0654
 MN0654                         *CURRENT SURVEY CONTROL
 MN0654  ______________________________________________________________________
 MN0654* NAD 83(2011) POSITION- 41 52 55.50472(N) 103 36 13.76960(W)   ADJUSTED
 MN0654* NAD 83(2011) ELLIP HT-  1188.244 (meters)        (06/27/12)   ADJUSTED
 MN0654* NAD 83(2011) EPOCH   -  2010.00
 MN0654* NAVD 88 ORTHO HEIGHT -  1207.22  (meters)     3960.7   (feet) GPS OBS
 MN0654  ______________________________________________________________________
 MN0654  NAVD 88 orthometric height was determined with an earlier geoid model
 MN0654  GEOID HEIGHT    -        -19.003 (meters)                     GEOID18
 MN0654  NAD 83(2011) X  - -1,118,794.378 (meters)                     COMP
 MN0654  NAD 83(2011) Y  - -4,623,191.269 (meters)                     COMP
 MN0654  NAD 83(2011) Z  -  4,236,655.046 (meters)                     COMP
 MN0654  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 MN0654
 MN0654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0654  Standards:
 MN0654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0654  -------------------------------------------------------------------
 MN0654  NETWORK    0.62   1.59           0.29   0.20   0.81     -0.05569619
 MN0654  -------------------------------------------------------------------
 MN0654  Click here for local accuracies and other accuracy information.
 MN0654
 MN0654.This mark is at William B Heilig Fld Airport (BFF)
 MN0654
 MN0654.The horizontal coordinates were established by GPS observations
 MN0654.and adjusted by the National Geodetic Survey in June 2012.
 MN0654
 MN0654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0654.been affixed to the stable North American tectonic plate. See 
 MN0654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0654
 MN0654.The horizontal coordinates are valid at the epoch date displayed above
 MN0654.which is a decimal equivalence of Year/Month/Day.
 MN0654
 MN0654.The orthometric height was determined by GPS observations and a
 MN0654.high-resolution geoid model.
 MN0654
 MN0654.GPS derived orthometric heights for airport stations designated as
 MN0654.PACS or SACS are published to 2 decimal places.  This maintains
 MN0654.centimeter relative accuracy between the PACS and SACS.  It does
 MN0654.not indicate centimeter accuracy relative to other marks which are
 MN0654.part of the published vertical control network.
 MN0654
 MN0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0654.GEOID18 height accuracy estimate available here.
 MN0654
 MN0654.Click photographs - Photos may exist for this station.
 MN0654
 MN0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0654
 MN0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0654
 MN0654.The ellipsoidal height was determined by GPS observations
 MN0654.and is referenced to NAD 83.
 MN0654
 MN0654. The following values were computed from the NAD 83(2011) position.
 MN0654
 MN0654;                    North         East     Units Scale Factor Converg.
 MN0654;SPC NE       -   233,696.355   201,052.046   MT  0.99968011   -2 23 17.7
 MN0654;SPC NE       -   766,718.79    659,618.25   sFT  0.99968011   -2 23 17.7
 MN0654;UTM  13      - 4,637,626.712   615,842.392   MT  0.99976513   +0 55 55.9
 MN0654
 MN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0654!SPC NE       -   0.99981367  x   0.99968011  =   0.99949384
 MN0654!UTM  13      -   0.99981367  x   0.99976513  =   0.99957884
 MN0654
 MN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1584237626(NAD 83)
 MN0654
 MN0654                          SUPERSEDED SURVEY CONTROL
 MN0654
 MN0654  NAD 83(2007)-  41 52 55.50450(N)    103 36 13.77058(W) AD(2002.00) 0
 MN0654  ELLIP H (02/10/07) 1188.272  (m)                       GP(2002.00)    
 MN0654  ELLIP H (12/13/01) 1188.258  (m)                       GP(       ) 4 2
 MN0654  NAD 83(1995)-  41 52 55.50381(N)    103 36 13.77049(W) AD(       ) 1
 MN0654  ELLIP H (08/21/98) 1188.309  (m)                       GP(       ) 4 2
 MN0654  NAD 83(1995)-  41 52 55.50355(N)    103 36 13.77025(W) AD(       ) 1
 MN0654  ELLIP H (08/18/97) 1188.315  (m)                       GP(       ) 4 1
 MN0654  NAD 83(1993)-  41 52 55.50355(N)    103 36 13.77025(W) AD(       ) 1
 MN0654  ELLIP H (01/07/93) 1188.527  (m)                       GP(       ) 4 2
 MN0654  NAD 83(1986)-  41 52 55.49416(N)    103 36 13.76943(W) AD(       ) 1
 MN0654  NGVD 29 (02/23/90) 1206.63   (m)  RAPSU86  model used  GPS OBS        
 MN0654
 MN0654.Superseded values are not recommended for survey control.
 MN0654
 MN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0654.See file dsdata.pdf to determine how the superseded data were derived.
 MN0654
 MN0654_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0654_STAMPING: AP 1962 STA B
 MN0654_MARK LOGO: CGS
 MN0654_PROJECTION: FLUSH
 MN0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0654+STABILITY: SURFACE MOTION
 MN0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0654+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2011
 MN0654
 MN0654  HISTORY     - Date     Condition        Report By
 MN0654  HISTORY     - 1962     MONUMENTED       CGS
 MN0654  HISTORY     - 19890630 GOOD             NGS
 MN0654  HISTORY     - 19910615 GOOD             NGS
 MN0654  HISTORY     - 19950821 GOOD             NGS
 MN0654  HISTORY     - 19970724 GOOD             NGS
 MN0654  HISTORY     - 20111007 GOOD             WOOLPT
 MN0654
 MN0654                          STATION DESCRIPTION
 MN0654
 MN0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0654'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF SCOTTSBLUFF,
 MN0654'AT THE SCOTTSBLUFF COUNTY, WILLIIAM B. HEILIG FIELD AIRPORT, IN THE
 MN0654'EAST ANGLE OF THE JUNCTION OF RUNWAYS 12-30 AND 17-35.
 MN0654'OWNERSHIP--SCOTTS BLUFF COUNTY, P.O. BOX 799, SCOTTSBLUFF, NE 69361.
 MN0654'AIRPORT MANAGER IS WILLIAM B. HEILIG, TELTPHONE 308-632-5331.
 MN0654'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26 AND STATE
 MN0654'HIGHWAY 71 ABOUT 4 KM (2.50 MI) NORTHEAST OF SCOTTSBLUFF, GO EAST ON
 MN0654'US HIGHWAY 26 AND STATE HIGHWAY 71 FOR 1.61 KM (1.00 MI) TO THE
 MN0654'JUNCTION OF STATE HIGHWAY 71 BUSINESS.  CONTINUE EAST ON US HIGHWAY 26
 MN0654'FOR 5.78 KM (3.60 MI) TO A CROSSROAD AND GRAIN ELEVATOR ON THE RIGHT.
 MN0654'TURN LEFTAND GO NORTH ON A PAVED ROAD FOR 2.73 KM (1.70 MI) TO A ROAD
 MN0654'RIGHT, NEAR AN AIRPORT BEACON LIGHT.  TURN RIGHT AND GO EASTERLY ON A
 MN0654'PAVED ROAD FOR 0.24 KM (0.15 MI) TO A GATE ON THE LEFT BETWEEN THE
 MN0654'TERMIAL BUILDING AND FIRE HOUSE.  TURN LEFT AND GO NORTHEAST THROUGH
 MN0654'THE GATE THEN CROSSING AN APRON FOR 0.19 KM (0.10 MI) TO TAXIWAY B.
 MN0654'TURN LEFT AND GO NORTHWEST ON TAXIWAY B CROSSING RUNWAY 5-23 FOR 1.28
 MN0654'KM (0.80 MI) TO RUNWAY 17-35.  BEAR RIGHT AND GO NORTH ALONGSIDE THE
 MN0654'RUNWAY, CROSSING RUNWAY 12-30 FOR 0.29 KM (0.20 MI) TO THE STATION ON
 MN0654'THE RIGHT.
 MN0654'THE STATION MARK IS 32.8 M (107.6 FT) EAST OF THE CURVED PAVEMENT EDGE
 MN0654'AT THE RUNWAY JUNCTION, 28.4 M (93.2 FT) NORTHEAST OF THE EDGE OF
 MN0654'RUNWAY 12-30, 25.9 M (85.0 FT) EAST OF A RUNWAY LIGHT, 25.8 M
 MN0654'(84.6 FT) NORTH OF THE NORTH LEG OF THE NORTHEAST 1 OF 2 VASI LIGHTS,
 MN0654'0.4 M (1.3 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND 10 CM BELOW
 MN0654'THE GROUND.
 MN0654'DESCRIBED BY R.D.BALL.
 MN0654
 MN0654                          STATION RECOVERY (1991)
 MN0654
 MN0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MN0654'STATION IS LOCATED AT THE SCOTTS BLUFF COUNTY AIRPORT NEAR RUNWAY END
 MN0654'12.  IT IS 189.6 FT (57.8 M) EAST OF THE CENTERLINE OF RUNWAY 17-35,
 MN0654'169.2 FT (51.6 M) NORTHEAST OF THE CENTERLINE OF RUNWAY 12-30 AND 84.9
 MN0654'FT (25.9 M) NORTH OF THE NORTH LEG OF THE NORTHEASTERLY OF TWO VASI.
 MN0654'STATION IS A STANDARD TOPOGRAPHICAL DISK STAMPED STATION B AP 1962 SET
 MN0654'IN A CONCRETE POST WHICH IS 0.3 FT (9.1 CM) BELOW THE SURFACE.
 MN0654
 MN0654                          STATION RECOVERY (1995)
 MN0654
 MN0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0654'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 MN0654'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 MN0654'COUNTY/WILLIAM B. HEILIG FIELD AND NEAR THE APPROACH END OF RUNWAY 12.
 MN0654'OWNERSHIP--SCOTTS BLUFF COUNTY, BOX 690, GERING NE 69341. AIRPORT
 MN0654'MANAGER IS RICK METER, PHONE (308) 436-6700 OR FRANK MAGNETICO, (308)
 MN0654'635-4362 (PAGER).  TO REACH THE STATION FROM THE JUNCTION OF US
 MN0654'HIGHWAY 26, STATE HIGHWAY 71 NORTH AND STATE HIGHWAY 71 BUSINESS ROUTE
 MN0654'SOUTH (AVENUE I) ON THE NORTH SIDE OF SCOTTSBLUFF, GO EASTERLY ON US
 MN0654'HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO AN INTERSECTION AND A GRAIN ELEVATOR
 MN0654'RIGHT, TURN LEFT AND GO EAST ON HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO
 MN0654'AN INTERSECTION, TURN LEFT AND GO NORTH ON COUNTY ROAD 25 FOR 0.7 MI
 MN0654'(1.1 KM) TO TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON ROBERTSON ROAD
 MN0654'FOR 0.15 MI (0.24 KM) TO A GATE LEFT, PASS THROUGH GATE AND GO
 MN0654'NORTH-NORTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A PARALLEL
 MN0654'TAXIWAY (B), BEAR LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR
 MN0654'0.15 MI (0.24 KM) TO RUNWAY 05/23, CONTINUE AHEAD CROSSING THE RUNWAY
 MN0654'AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.75 MI (1.21 KM) TO A
 MN0654'TAXIWAY TURN TO THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE TAXIWAY
 MN0654'THEN CROSSING RUNWAY 12/30 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 MN0654'RIGHT, NORTHWEST OF THE FIRST SET OF VASI LIGHTS.  THE STATION IS
 MN0654'RECESSED 6 CM BELOW GROUND.  LOCATED 168.5 FT (51.4 M) NORTHEAST OF
 MN0654'THE RUNWAY CENTER, 84.7 FT (25.8 M) EAST-NORTHEAST OF A RUNWAY LIGHT,
 MN0654'84.6 FT (25.8 M) NORTH-NORTHWEST OF THE NORTH LEG OF THE OUTER VASI
 MN0654'LIGHT AND 1.2 FT (0.4 M) SOUTHWEST OF A WITNESS POST.  THIS STATION TO
 MN0654'BE USED AS SACS.
 MN0654
 MN0654                          STATION RECOVERY (1997)
 MN0654
 MN0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0654'RECOVERED AS DESCRIBED.
 MN0654
 MN0654                          STATION RECOVERY (2011)
 MN0654
 MN0654'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 MN0654'RECOVERED IN GOOD CONDITION. AIRPORT MANAGER IS NOW MR. DARWIN SKELTON
 MN0654'
 MN0654'1-308-635-4941
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1195 ***********************************************************************
 LG1195  DESIGNATION -  AP STA B 2 LNK
 LG1195  PID         -  LG1195
 LG1195  STATE/COUNTY-  NE/LANCASTER
 LG1195  COUNTRY     -  US
 LG1195  USGS QUAD   -  EMERALD (2017)
 LG1195
 LG1195                         *CURRENT SURVEY CONTROL
 LG1195  ______________________________________________________________________
 LG1195* NAD 83(1995) POSITION- 40 49 38.75792(N) 096 45 47.39149(W)   ADJUSTED
 LG1195* NAD 83(1995) ELLIP HT-   330.323 (meters)        (06/27/02)   ADJUSTED
 LG1195* NAVD 88 ORTHO HEIGHT -   357.1   (meters)     1172.    (feet) VERTCON
 LG1195  ______________________________________________________________________
 LG1195  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 LG1195  NAD 83(1995) X  -   -569,207.110 (meters)                     COMP
 LG1195  NAD 83(1995) Y  - -4,799,758.349 (meters)                     COMP
 LG1195  NAD 83(1995) Z  -  4,148,157.010 (meters)                     COMP
 LG1195  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 LG1195  HORZ ORDER      -  FIRST
 LG1195  ELLP ORDER      -  FOURTH    CLASS I
 LG1195
 LG1195.This mark is at Lincoln Municipal Airport (LNK)
 LG1195
 LG1195.The horizontal coordinates were established by GPS observations
 LG1195.and adjusted by the National Geodetic Survey in August 1997.
 LG1195
 LG1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1195
 LG1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1195.GEOID18 height accuracy estimate available here.
 LG1195
 LG1195.Click photographs - Photos may exist for this station.
 LG1195
 LG1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1195
 LG1195.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1195
 LG1195.The ellipsoidal height was determined by GPS observations
 LG1195.and is referenced to NAD 83.
 LG1195
 LG1195. The following values were computed from the NAD 83(1995) position.
 LG1195
 LG1195;                    North         East     Units Scale Factor Converg.
 LG1195;SPC NE       -   115,481.525   772,902.833   MT  0.99972817   +2 08 42.1
 LG1195;SPC NE       -   378,875.64  2,535,765.38   sFT  0.99972817   +2 08 42.1
 LG1195;UTM  14      - 4,522,008.533   688,618.150   MT  1.00003791   +1 27 46.2
 LG1195
 LG1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1195!SPC NE       -   0.99994819  x   0.99972817  =   0.99967637
 LG1195!UTM  14      -   0.99994819  x   1.00003791  =   0.99998610
 LG1195
 LG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8861822008(NAD 83)
 LG1195
 LG1195                          SUPERSEDED SURVEY CONTROL
 LG1195
 LG1195  ELLIP H (08/18/97)  330.303  (m)                       GP(       ) 4 1
 LG1195  NAD 83(1986)-  40 49 38.76848(N)    096 45 47.39378(W) AD(       ) 1
 LG1195  NGVD 29 (02/23/90)  357.0    (m)  RAPSU86  model used  GPS OBS        
 LG1195
 LG1195.Superseded values are not recommended for survey control.
 LG1195
 LG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1195.See file dsdata.pdf to determine how the superseded data were derived.
 LG1195
 LG1195_MARKER: DT = TOPOGRAPHIC STATION DISK
 LG1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1195_STAMPING: APP STA. B2 1966
 LG1195_MARK LOGO: CGS
 LG1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1195+STABILITY: SURFACE MOTION
 LG1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1195+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1195
 LG1195  HISTORY     - Date     Condition        Report By
 LG1195  HISTORY     - 1966     MONUMENTED       CGS
 LG1195  HISTORY     - 19890320 GOOD             NGS
 LG1195  HISTORY     - 19920520 GOOD             NGS
 LG1195
 LG1195                          STATION DESCRIPTION
 LG1195
 LG1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1195'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHWEST OF
 LG1195'LINCOLN, AT THE LINCOLN MUNICIPAL AIRPORT.  OWNERSHIP--LINCLON AIRPORT
 LG1195'AUTHORITY, BOX 80407, LINCOLN, NE 68501.  AIRPORT MANAGER IS WAYNE
 LG1195'ANDERSON, TELEPHONE 402-474-2770.  CONTACT LARRY HICKOCK (OPERATIONS
 LG1195'MANAGER) TELEPHONE 402-470-3480.  ADVANCE NOTICE IS REQUIRED BY
 LG1195'AIRPORT AUTHORITY TO ARRANGE ESCORTS FOR PERSONNEL OCCUPYING THE
 LG1195'STATION.  PERSONNEL WILL MEET WITH THE ESCORTS AT THE FIRE, CRASH,
 LG1195'RESCUE AND MAINTENANCE BUILDING ON THE WEST SIDE OF THE AIRPORT AT AIR
 LG1195'PARK WEST.
 LG1195'TO REACH THE MAINTENANCE BUILDING AT AIR PARK WEST FROM THE
 LG1195'INTERSECTION OF INTERSTATE HIGHWAY 80 AND NW 48TH STREET (EXIT 395),
 LG1195'GO NORTH ON NW 48TH STREET FOR 3.37 KM (2.10 MI) TO THE JUNCTION WITH
 LG1195'WEST MATHIS STREET.  TURN RIGHT AND GO EAST ON WEST MATHIS STREET FOR
 LG1195'1.00 KM (0.60 MI) TO THE JUNCTION WITH NW 38TH STREET.  TURN LEFT AND
 LG1195'GO NORTH ON NW 38TH STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION WITH
 LG1195'WEST LUKE STREET.  TURN RIGHT AND GO EAST ON WEST LUKE STREET
 LG1195'FOLLOWING AIRPORT AUTHORITY MAINTENANCE SIGN FOR 0.31 KM (0.20 MI) TO
 LG1195'3401 WEST LUKE STREET AND THE BUILDING.
 LG1195'THE STATION IS AT THE NORTH CORNER OF A 0.5 M (1.6 FT) SQUARE PAD
 LG1195'SUPPORTING A BLUE REFLECTOR POST NEAR THE END OF RUNWAY 17R-35L.  THE
 LG1195'STATION MARK IS SET 77.8 M (255.2 FT) WEST OF THE SOUTHWEST CORNER OF
 LG1195'THE RUNWAY, 52.2 M (171.3 FT) NORTHEAST OF THE CENTER OF A DRAIN COVER
 LG1195'AT THE SOUTHERN CORNER OF AN APPROACH PAD, 34.2 M (112.2 FT) SOUTH OF
 LG1195'THE TAXIWAY CENTER, AND 4.2 M (13.8 FT) SOUTHEAST OF THE CONCRETE
 LG1195'EDGE.
 LG1195'DESCRIBED BY R.D.BALL.
 LG1195
 LG1195                          STATION RECOVERY (1992)
 LG1195
 LG1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1195'IN LINCOLN, AT THE LINCOLN MUNICIPAL AIRPORT, 77.8 M (255.2 FT) WEST
 LG1195'OF THE SOUTHWEST CORNER OF RUNWAY 17R-35L, 52.2 M (171.3 FT)
 LG1195'NORTHEAST OF THE CENTER OF A DRAIN COVER AT THE SOUTH CORNER OF AN
 LG1195'APPROACH PAD, 4.2 M (13.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 LG1195'TAXIWAY, AT THE NORTH CORNER OF A 0.5 M (1.6 FT) SQUARE CONCRETE PAD
 LG1195'SUPPORTING A BLUE REFLECTOR, AND THE MONUMENT IS FLUSH WITH THE
 LG1195'GROUND SURFACE.  NOTE--FOR PERMISSION TO VISIT THE MARK SITE,
 LG1195'CONTACT--WAYNE ANDERSON--AIRPORT MANAGER, TELEPHONE NUMBER (402)
 LG1195'474-2770, OR LARRY HICKOCK--OPERATIONS MANAGER, TELEPHONE NUMBER
 LG1195'(402) 470-3480.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0742 ***********************************************************************
 NP0742  CBN         -  This is a Cooperative Base Network Control Station.
 NP0742  PACS        -  This is a Primary Airport Control Station.
 NP0742  DESIGNATION -  AP STA B CDR
 NP0742  PID         -  NP0742
 NP0742  STATE/COUNTY-  NE/DAWES
 NP0742  COUNTRY     -  US
 NP0742  USGS QUAD   -  CHADRON WEST (2017)
 NP0742
 NP0742                         *CURRENT SURVEY CONTROL
 NP0742  ______________________________________________________________________
 NP0742* NAD 83(2011) POSITION- 42 49 59.50382(N) 103 06 02.91442(W)   ADJUSTED
 NP0742* NAD 83(2011) ELLIP HT-   985.969 (meters)        (06/27/12)   ADJUSTED
 NP0742* NAD 83(2011) EPOCH   -  2010.00
 NP0742* NAVD 88 ORTHO HEIGHT -  1003.86  (meters)     3293.5   (feet) GPS OBS
 NP0742  ______________________________________________________________________
 NP0742  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NP0742  GEOID HEIGHT    -        -17.443 (meters)                     GEOID93
 NP0742  GEOID HEIGHT    -        -17.944 (meters)                     GEOID18
 NP0742  NAD 83(2011) X  - -1,061,992.575 (meters)                     COMP
 NP0742  NAD 83(2011) Y  - -4,563,349.121 (meters)                     COMP
 NP0742  NAD 83(2011) Z  -  4,314,601.362 (meters)                     COMP
 NP0742  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 NP0742
 NP0742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0742  Standards:
 NP0742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0742  -------------------------------------------------------------------
 NP0742  NETWORK    0.41   0.98           0.19   0.13   0.50     -0.05624409
 NP0742  -------------------------------------------------------------------
 NP0742  Click here for local accuracies and other accuracy information.
 NP0742
 NP0742.This mark is at Chadron Municipal Airport (CDR)
 NP0742
 NP0742.The horizontal coordinates were established by GPS observations
 NP0742.and adjusted by the National Geodetic Survey in June 2012.
 NP0742
 NP0742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0742.been affixed to the stable North American tectonic plate. See 
 NP0742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0742
 NP0742.The horizontal coordinates are valid at the epoch date displayed above
 NP0742.which is a decimal equivalence of Year/Month/Day.
 NP0742
 NP0742.The orthometric height was determined by GPS observations and a
 NP0742.high-resolution geoid model.
 NP0742
 NP0742.GPS derived orthometric heights for airport stations designated as
 NP0742.PACS or SACS are published to 2 decimal places.  This maintains
 NP0742.centimeter relative accuracy between the PACS and SACS.  It does
 NP0742.not indicate centimeter accuracy relative to other marks which are
 NP0742.part of the published vertical control network.
 NP0742
 NP0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0742.GEOID18 height accuracy estimate available here.
 NP0742
 NP0742.Click photographs - Photos may exist for this station.
 NP0742
 NP0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0742
 NP0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0742
 NP0742.The ellipsoidal height was determined by GPS observations
 NP0742.and is referenced to NAD 83.
 NP0742
 NP0742. The following values were computed from the NAD 83(2011) position.
 NP0742
 NP0742;                    North         East     Units Scale Factor Converg.
 NP0742;SPC NE       -   337,636.928   246,546.764   MT  0.99992777   -2 03 17.6
 NP0742;SPC NE       - 1,107,730.49    808,878.84   sFT  0.99992777   -2 03 17.6
 NP0742;UTM  13      - 4,744,041.037   655,220.164   MT  0.99989641   +1 17 29.2
 NP0742
 NP0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0742!SPC NE       -   0.99984540  x   0.99992777  =   0.99977318
 NP0742!UTM  13      -   0.99984540  x   0.99989641  =   0.99974182
 NP0742
 NP0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5522044041(NAD 83)
 NP0742
 NP0742                          SUPERSEDED SURVEY CONTROL
 NP0742
 NP0742  NAD 83(2007)-  42 49 59.50365(N)    103 06 02.91553(W) AD(2002.00) 0
 NP0742  ELLIP H (02/10/07)  985.996  (m)                       GP(2002.00)    
 NP0742  ELLIP H (09/24/01)  985.937  (m)                       GP(       ) 4 1
 NP0742  NAD 83(1995)-  42 49 59.50295(N)    103 06 02.91584(W) AD(       ) B
 NP0742  ELLIP H (06/25/96)  985.993  (m)                       GP(       ) 1 1
 NP0742  ELLIP H (01/07/93)  986.159  (m)                       GP(       ) 4 2
 NP0742  NAD 83(1986)-  42 49 59.49501(N)    103 06 02.91496(W) AD(       ) 1
 NP0742  NGVD 29 (02/23/90) 1003.23   (m)  RAPSU86  model used  GPS OBS        
 NP0742
 NP0742.Superseded values are not recommended for survey control.
 NP0742
 NP0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0742.See file dsdata.pdf to determine how the superseded data were derived.
 NP0742
 NP0742_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0742_STAMPING: STA B CDR AP 1969
 NP0742_MARK LOGO: CGS
 NP0742_PROJECTION: RECESSED 3 CENTIMETERS
 NP0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0742+STABILITY: SURFACE MOTION
 NP0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0742+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2020
 NP0742
 NP0742  HISTORY     - Date     Condition        Report By
 NP0742  HISTORY     - 1969     MONUMENTED       CGS
 NP0742  HISTORY     - 19890713 GOOD             NGS
 NP0742  HISTORY     - 19940615 GOOD             NGS
 NP0742  HISTORY     - 19950826 GOOD             NGS
 NP0742  HISTORY     - 19970718 GOOD             NGS
 NP0742  HISTORY     - 20200710 GOOD             NDOT
 NP0742
 NP0742                          STATION DESCRIPTION
 NP0742
 NP0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0742'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF CHADRON, 1.1 KM
 NP0742'(0.70 MI) NORTH OF THE NEW US HIGHWAY 20, AT THE CHADRON MUNICIPAL
 NP0742'AIRPORT, AT THE WEST SIDE OF RUNWAY END 2.  OWNERSHIP--CITY OF
 NP0742'CHADRON, CITY HALL, 234 MAIN STREET, CHADRON NE 69337.  AIRPORT
 NP0742'MAMAGER IS CARL DIERKS, TELEPHONE 308-432-4444 0R 4053.
 NP0742'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 385 ON
 NP0742'THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20, 385 FOR 3.52 KM
 NP0742'(2.20 MI) TO A FORK.  KEEP LEFT AND GO WEST ON US HIGHWAY 20 FOR 1.38
 NP0742'KM (0.85 MI) TO A PAVED ROAD RIGHT JUST PAST CHADRON.  TURN RIGHT AND
 NP0742'GO WEST ON THE PAVED ROAD FOR 1.55 KM (0.95 MI) TO THE AIRPORT
 NP0742'ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN LEFT ON A GRAVEL, THEN A DIRT
 NP0742'LANE PASSING SOUTH AND WEST OF A HANGAR FOR 0.14 KM (0.10 MI) TO AN
 NP0742'APRON.  BEAR RIGHT AND GO EAST ON THE APRON FOR 0.09 KM (0.05 MI) TO A
 NP0742'TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE TAXIWAY FOR 0.45 KM
 NP0742'(0.30 MI) TO RUNWAY 2-20.  CROSS THE RUNWAY TO THE STATION .
 NP0742'THE STATION MARK IS 30.7 M (100.7 FT) WEST-NORTHWEST OF THE WEST
 NP0742'CORNER OF RUNWAY END 2, 27.4 M (89.9 FT)  NORTHWEST OF THE NORTHWEST
 NP0742'THRESHOLD LIGHT, 11.8 M (38.7 FT) NORTH OF THE REIL AND 10 CM BELOW
 NP0742'THE GROUND.
 NP0742'DESCRIBED R.D.BALL.
 NP0742
 NP0742                          STATION RECOVERY (1994)
 NP0742
 NP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NP0742'THE STA IS LOCATED ON AIRPORT PROPERTY.  IT IS LOCATED AT THE SW END
 NP0742'OF RWY 2-20, 150 FT (45.7 M) NW OF CENTERLINE END OF RWY, 100 FT (30.5
 NP0742'M) NW OF THE W EDGE OF RWY, 91.0 FT (27.7 M) NW OF THE WESTERN MOST
 NP0742'THRESHOLD LT.  THE STATION IS STANDARD TOPO DISK SET IN A CONCRETE
 NP0742'MONUMENT ABOUT 4 INCHES BELOW THE GROUND AND STAMPED AP 1969 STA B
 NP0742'CDR.
 NP0742
 NP0742                          STATION RECOVERY (1995)
 NP0742
 NP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0742'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 NP0742'WHITNEY, 5.0 MI (8.0 KM) WEST OF CHADRON, AT THE CHADRON MUNICIPAL
 NP0742'AIRPORT AND IN LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF
 NP0742'RUNWAY 02.  OWNERSHIP--CITY OF CHADRON, CITY HALL, 234 MAIN STREET,
 NP0742'CHADRON NE 69337.  AIRPORT MANAGER IS BUID KRAEMER, PHONE (308)
 NP0742'432-0505, AND CONTACT L AND D AERO SERVICES LES MITTLEIDER
 NP0742'308-432-4053.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NP0742'385 SOUTH AND 20 ON THE WEST SIDE OF CHADRON, GO WEST ON U.S. HIGHWAY
 NP0742'20/385 FOR 2.2 MI (3.5 KM) TO A FORK RIGHT (U.S. 385 NORTH), CONTINUE
 NP0742'AHEAD AND GO WEST ON U.S. HIGHWAY 20 FOR 0.85 MI (1.37 KM) TO A PAVED
 NP0742'ROAD RIGHT (JUST AFTER CROSSING A BRIDGE), TURN RIGHT AND GO WEST
 NP0742'FOLLOWING THE PAVED ROAD FOR 0.95 MI (1.53 KM) TO THE AIRPORT ENTRANCE
 NP0742'RIGHT, TURN RIGHT, THEN LEFT AND GO WESTERLY ON A GRAVEL ROAD PASSING
 NP0742'SOUTH AND WEST OF A HANGAR FOR 0.1 MI (0.2 KM) TO A GATE AND THE APRON
 NP0742'AHEAD, PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON
 NP0742'FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE
 NP0742'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY AND THE STATION AHEAD ON THE
 NP0742'FAR SIDE OF THE RUNWAY.  THE STATION IS RECESSED 0.2 FT (6.1 CM) BELOW
 NP0742'THE GROUND, 174.6 FT (53.2 M) WEST-SOUTHWEST OF THE FIRST RUNWAY LIGHT
 NP0742'(9), 150.2 FT (45.8 M) WEST-SOUTHWEST OF THE RUNWAY CENTER AT THE
 NP0742'SOUTHWEST END OF PAVEMENT, 100.7 FT (30.7 M) WEST-NORTHWEST OF THE
 NP0742'WEST CORNER OF THE RUNWAY PAVEMENT, 89.6 FT (27.3 M) NORTHWEST OF THE
 NP0742'NORTHWEST THRESHOLD LIGHT AND 1.4 FT (0.4 M) SOUTHEAST OF A WITNESS
 NP0742'POST. NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 NP0742'PRIMARY AIRPORT CONTROL STATION.
 NP0742
 NP0742                          STATION RECOVERY (1997)
 NP0742
 NP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0742'RECOVERED AS DESCRIBED.
 NP0742
 NP0742                          STATION RECOVERY (2020)
 NP0742
 NP0742'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2020 (BO)
 NP0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4146 ***********************************************************************
 AB4146  SACS        -  This is a Secondary Airport Control Station.
 AB4146  DESIGNATION -  AP STA B LBF
 AB4146  PID         -  AB4146
 AB4146  STATE/COUNTY-  NE/LINCOLN
 AB4146  COUNTRY     -  US
 AB4146  USGS QUAD   -  MAXWELL SW (2017)
 AB4146
 AB4146                         *CURRENT SURVEY CONTROL
 AB4146  ______________________________________________________________________
 AB4146* NAD 83(2011) POSITION- 41 07 16.87575(N) 100 41 20.73567(W)   ADJUSTED
 AB4146* NAD 83(2011) ELLIP HT-   822.475 (meters)        (06/27/12)   ADJUSTED
 AB4146* NAD 83(2011) EPOCH   -  2010.00
 AB4146* NAVD 88 ORTHO HEIGHT -   844.80  (meters)     2771.6   (feet) GPS OBS
 AB4146  ______________________________________________________________________
 AB4146  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4146  GEOID HEIGHT    -        -22.291 (meters)                     GEOID96
 AB4146  GEOID HEIGHT    -        -22.285 (meters)                     GEOID18
 AB4146  NAD 83(2011) X  -   -892,594.080 (meters)                     COMP
 AB4146  NAD 83(2011) Y  - -4,728,854.665 (meters)                     COMP
 AB4146  NAD 83(2011) Z  -  4,173,125.971 (meters)                     COMP
 AB4146  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 AB4146
 AB4146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4146  Standards:
 AB4146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4146  -------------------------------------------------------------------
 AB4146  NETWORK    0.34   0.82           0.16   0.11   0.42      0.00790812
 AB4146  -------------------------------------------------------------------
 AB4146  Click here for local accuracies and other accuracy information.
 AB4146
 AB4146.This mark is at North Platte Regional Airport (LBF)
 AB4146
 AB4146.The horizontal coordinates were established by GPS observations
 AB4146.and adjusted by the National Geodetic Survey in June 2012.
 AB4146
 AB4146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4146.been affixed to the stable North American tectonic plate. See 
 AB4146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4146
 AB4146.The horizontal coordinates are valid at the epoch date displayed above
 AB4146.which is a decimal equivalence of Year/Month/Day.
 AB4146
 AB4146.The orthometric height was determined by GPS observations and a
 AB4146.high-resolution geoid model.
 AB4146
 AB4146.GPS derived orthometric heights for airport stations designated as
 AB4146.PACS or SACS are published to 2 decimal places.  This maintains
 AB4146.centimeter relative accuracy between the PACS and SACS.  It does
 AB4146.not indicate centimeter accuracy relative to other marks which are
 AB4146.part of the published vertical control network.
 AB4146
 AB4146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4146.GEOID18 height accuracy estimate available here.
 AB4146
 AB4146.Click photographs - Photos may exist for this station.
 AB4146
 AB4146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4146
 AB4146.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4146
 AB4146.The ellipsoidal height was determined by GPS observations
 AB4146.and is referenced to NAD 83.
 AB4146
 AB4146. The following values were computed from the NAD 83(2011) position.
 AB4146
 AB4146;                    North         East     Units Scale Factor Converg.
 AB4146;SPC NE       -   143,234.287   442,148.555   MT  0.99968098   -0 27 24.0
 AB4146;SPC NE       -   469,927.82  1,450,615.72   sFT  0.99968098   -0 27 24.0
 AB4146;UTM  14      - 4,553,603.478   358,202.727   MT  0.99984746   -1 06 39.7
 AB4146
 AB4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4146!SPC NE       -   0.99987100  x   0.99968098  =   0.99955203
 AB4146!UTM  14      -   0.99987100  x   0.99984746  =   0.99971848
 AB4146
 AB4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5820253603(NAD 83)
 AB4146
 AB4146                          SUPERSEDED SURVEY CONTROL
 AB4146
 AB4146  NAD 83(2007)-  41 07 16.87560(N)    100 41 20.73661(W) AD(2002.00) 0
 AB4146  ELLIP H (02/10/07)  822.501  (m)                       GP(2002.00)    
 AB4146  ELLIP H (01/04/02)  822.495  (m)                       GP(       ) 4 2
 AB4146  NAD 83(1995)-  41 07 16.87513(N)    100 41 20.73632(W) AD(       ) 1
 AB4146  ELLIP H (09/17/98)  822.531  (m)                       GP(       ) 4 2
 AB4146
 AB4146.Superseded values are not recommended for survey control.
 AB4146
 AB4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4146.See file dsdata.pdf to determine how the superseded data were derived.
 AB4146
 AB4146_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4146_STAMPING: AP 1963 STA B
 AB4146_MARK LOGO: CGS
 AB4146_PROJECTION: FLUSH
 AB4146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4146+STABILITY: SURFACE MOTION
 AB4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4146+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 AB4146
 AB4146  HISTORY     - Date     Condition        Report By
 AB4146  HISTORY     - 1963     MONUMENTED       CGS
 AB4146  HISTORY     - 19950802 GOOD             NGS
 AB4146  HISTORY     - 19970804 GOOD             NGS
 AB4146
 AB4146                          STATION DESCRIPTION
 AB4146
 AB4146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4146'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 AB4146'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 AB4146'AIRPORT AND IN LINE WITH THE SOUTHEAST END OF THE PAVEMENT AT THE
 AB4146'APPROACH END OF RUNWAY 30L.  OWNERSHIP--NORTH PLATTE AIRPORT
 AB4146'AUTHORITY, PO BOX 1517, NORTH PLATTE NE 69103.  AIRPORT MANAGER IS
 AB4146'KENT PENNEY, PHONE (308) 532-1900.  TO REACH THE STATION FROM THE
 AB4146'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3 MI
 AB4146'SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 AB4146'LINK FOR 1.85 MI (2.98 KM) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 AB4146'US HIGHWAY 30 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AB4146'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN
 AB4146'INTERSECTION AND THE AIRPORT OFFICE AHEAD, TURN LEFT AND GO EAST ON A
 AB4146'PAVED ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE, PASS THROUGH GATE
 AB4146'CONTINUE AHEAD AND GO EAST ON A PAVED THEN GRAVEL ROAD FOR 0.15 MI
 AB4146'(0.24 KM) TO RUNWAY END 17 ON THE RIGHT, BEAR RIGHT FOLLOWING THE
 AB4146'GRAVEL ROAD SOUTHERLY (CROSSING TAXIWAYS) FOR 0.7 MI (1.1 KM) TO A
 AB4146'CURVE LEFT, BEAR LEFT FOLLOWING THE GRAVEL ROAD SOUTHEASTERLY FOR 0.2
 AB4146'MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 299.0 FT
 AB4146'(91.1 M) SOUTHWEST OF THE GRAVEL ROAD CENTER, 206.3 FT (62.9 M) EAST
 AB4146'OF THE FIRST RUNWAY LIGHT, 182.6 FT (55.7 M) NORTHEAST OF THE RUNWAY
 AB4146'CENTER AND A NGS PK NAIL AND 122.5 FT (37.3 M) NORTHEAST OF THE MOST
 AB4146'NORTHEASTERLY THRESHOLD LIGHT.  THIS STATION TO BE USED AS SACS.
 AB4146
 AB4146                          STATION RECOVERY (1997)
 AB4146
 AB4146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4146'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2156 ***********************************************************************
 MK2156  CBN         -  This is a Cooperative Base Network Control Station.
 MK2156  PACS        -  This is a Primary Airport Control Station.
 MK2156  DESIGNATION -  AP STA B OFK
 MK2156  PID         -  MK2156
 MK2156  STATE/COUNTY-  NE/MADISON
 MK2156  COUNTRY     -  US
 MK2156  USGS QUAD   -  ENOLA (2017)
 MK2156
 MK2156                         *CURRENT SURVEY CONTROL
 MK2156  ______________________________________________________________________
 MK2156* NAD 83(2011) POSITION- 41 58 48.94918(N) 097 25 46.65426(W)   ADJUSTED
 MK2156* NAD 83(2011) ELLIP HT-   450.742 (meters)        (06/27/12)   ADJUSTED
 MK2156* NAD 83(2011) EPOCH   -  2010.00
 MK2156* NAVD 88 ORTHO HEIGHT -   475.56  (meters)     1560.2   (feet) GPS OBS
 MK2156  ______________________________________________________________________
 MK2156  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MK2156  GEOID HEIGHT    -        -24.567 (meters)                     GEOID93
 MK2156  GEOID HEIGHT    -        -24.753 (meters)                     GEOID18
 MK2156  NAD 83(2011) X  -   -614,059.558 (meters)                     COMP
 MK2156  NAD 83(2011) Y  - -4,708,931.736 (meters)                     COMP
 MK2156  NAD 83(2011) Z  -  4,244,275.969 (meters)                     COMP
 MK2156  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 MK2156
 MK2156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2156  Standards:
 MK2156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2156  -------------------------------------------------------------------
 MK2156  NETWORK    0.51   1.29           0.24   0.16   0.66      0.01934990
 MK2156  -------------------------------------------------------------------
 MK2156  Click here for local accuracies and other accuracy information.
 MK2156
 MK2156.This mark is at Karl Stefan Mem Airport (OFK)
 MK2156
 MK2156.The horizontal coordinates were established by GPS observations
 MK2156.and adjusted by the National Geodetic Survey in June 2012.
 MK2156
 MK2156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2156.been affixed to the stable North American tectonic plate. See 
 MK2156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2156
 MK2156.The horizontal coordinates are valid at the epoch date displayed above
 MK2156.which is a decimal equivalence of Year/Month/Day.
 MK2156
 MK2156.The orthometric height was determined by GPS observations and a
 MK2156.high-resolution geoid model.
 MK2156
 MK2156.GPS derived orthometric heights for airport stations designated as
 MK2156.PACS or SACS are published to 2 decimal places.  This maintains
 MK2156.centimeter relative accuracy between the PACS and SACS.  It does
 MK2156.not indicate centimeter accuracy relative to other marks which are
 MK2156.part of the published vertical control network.
 MK2156
 MK2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2156.GEOID18 height accuracy estimate available here.
 MK2156
 MK2156.Click photographs - Photos may exist for this station.
 MK2156
 MK2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2156
 MK2156.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2156
 MK2156.The ellipsoidal height was determined by GPS observations
 MK2156.and is referenced to NAD 83.
 MK2156
 MK2156. The following values were computed from the NAD 83(2011) position.
 MK2156
 MK2156;                    North         East     Units Scale Factor Converg.
 MK2156;SPC NE       -   241,531.823   712,926.415   MT  0.99969282   +1 42 12.2
 MK2156;SPC NE       -   792,425.66  2,338,992.75   sFT  0.99969282   +1 42 12.2
 MK2156;UTM  14      - 4,648,777.591   630,096.550   MT  0.99980826   +1 03 01.9
 MK2156
 MK2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2156!SPC NE       -   0.99992931  x   0.99969282  =   0.99962215
 MK2156!UTM  14      -   0.99992931  x   0.99980826  =   0.99973758
 MK2156
 MK2156:                Primary Azimuth Mark                     Grid Az
 MK2156:SPC NE       -  N 224                                    024 00 51.6
 MK2156:UTM  14      -  N 224                                    024 40 01.9
 MK2156
 MK2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3009648777(NAD 83)
 MK2156
 MK2156|---------------------------------------------------------------------|
 MK2156| PID    Reference Object                     Distance      Geod. Az  |
 MK2156|                                                           dddmmss.s |
 MK2156| MK1216 N 224                               APPROX. 0.5 KM 0254303.8 |
 MK2156|---------------------------------------------------------------------|
 MK2156
 MK2156                          SUPERSEDED SURVEY CONTROL
 MK2156
 MK2156  NAD 83(2007)-  41 58 48.94914(N)    097 25 46.65500(W) AD(2002.00) 0
 MK2156  ELLIP H (02/10/07)  450.768  (m)                       GP(2002.00)    
 MK2156  ELLIP H (07/10/01)  450.736  (m)                       GP(       ) 4 1
 MK2156  NAD 83(1995)-  41 58 48.94905(N)    097 25 46.65456(W) AD(       ) B
 MK2156  ELLIP H (06/25/96)  450.802  (m)                       GP(       ) 1 1
 MK2156  NAD 83(1986)-  41 58 48.95867(N)    097 25 46.65358(W) AD(       ) 1
 MK2156  NGVD 29 (02/23/90)  475.25   (m)  RAPSU86  model used  GPS OBS        
 MK2156
 MK2156.Superseded values are not recommended for survey control.
 MK2156
 MK2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2156.See file dsdata.pdf to determine how the superseded data were derived.
 MK2156
 MK2156_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2156_STAMPING: AP 1963 STA B
 MK2156_MARK LOGO: CGS
 MK2156_PROJECTION: FLUSH
 MK2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2156+STABILITY: SURFACE MOTION
 MK2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2156+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 MK2156
 MK2156  HISTORY     - Date     Condition        Report By
 MK2156  HISTORY     - 1963     MONUMENTED       CGS
 MK2156  HISTORY     - 19850615 GOOD             NGS
 MK2156  HISTORY     - 19890501 GOOD             NGS
 MK2156  HISTORY     - 19950627 GOOD             NGS
 MK2156  HISTORY     - 19970616 GOOD             NGS
 MK2156  HISTORY     - 20000613 GOOD             NEDR
 MK2156  HISTORY     - 20011111 GOOD             NGS
 MK2156  HISTORY     - 20110816 GOOD             INDIV
 MK2156  HISTORY     - 20170801 GOOD             NEGS
 MK2156
 MK2156                          STATION DESCRIPTION
 MK2156
 MK2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2156'THIS STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF THE AIRPORT
 MK2156'NEAR RUNWAY END 31.  IT IS 122.0 FT (37.2 M) NORTH-NORTHWEST OF THE
 MK2156'EDGE OF THE TAXIWAY AT THE HOLD BAR, 100.6 FT (30.7 M) EAST-NORTHEAST
 MK2156'OF THE EAST EDGE OF THE RUNWAY, 92.4 FT (28.2 M) EAST OF THE FIRST
 MK2156'RUNWAY LIGHT (2-1) AND 91.1 FT (27.8 M) NORTHEAST OF THE INBOARD ONE
 MK2156'OF A DOUBLE SET OF TAXIWAY LIGHTS (3-54) .  A STANDARD TOPOGRAPHIC
 MK2156'DISK SET IN THE TOP OF A TEN-INCH CONCRETE POST FLUSH WITH THE GROUND
 MK2156'AND STAMPED AP 1963 STA B.
 MK2156
 MK2156                          STATION RECOVERY (1989)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2156'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) SOUTH OF NORFOLK, 0.8 KM
 MK2156'(0.50 MI) WEST OF US HIGHWAY 81, AT THE KARL STEFAN MEMORIAL AIRPORT,
 MK2156'NEAR THE END OF RUNWAY 31, IN THE GRASS BETWEEN THE RUNWAY AND
 MK2156'TAXIWAY, IN THE SOUTHEAST 1/4 OF SECTION 9, T 23 N, R 1 W.
 MK2156'OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK, NEBRASKA 68701.  AIRPORT
 MK2156'MANAGER IS ROBERT E. TANNEHILL, TELEPHONE 402-371-7210.
 MK2156'
 MK2156'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 275
 MK2156'BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON US HIGHWAY 81 FOR
 MK2156'1.62 KM (1.00 MI) TO THE BRIDGE OVER THE ELKHORN RIVER.  CONTINUE
 MK2156'AHEAD FOR 2.10 KM (1.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 MK2156'TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) TO THE ROAD,S END AT THE
 MK2156'TERMINAL BULIDING.  TURN RIGHT AND GO NORTH ACROSS THE PARKING LOT FOR
 MK2156'0.09 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN LEFT
 MK2156'AND GO WEST ON A RAMP FOR 0.10 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT
 MK2156'AND GO SOUTH ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A T-TAXIWAY.
 MK2156'TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.55 KM (0.35 MI) TO
 MK2156'RUNWAY END 31 AND THE STATION ON THE RIGHT.
 MK2156'
 MK2156'THE STATION IS 31.3 M (102.7 FT) NORTHWEST OF THE EDGE OF THE TAXIWAY,
 MK2156'30.6 M (100.4 FT) NORTHEAST OF THE RUNWAY EDGE, 28.2 M (92.5 FT)
 MK2156'EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE END, 27.8 M
 MK2156'(91.2 FT) NORTH OF THE SOUTHEAST ONE OF TWO TAXIWAY LIGHT AND 2 CM
 MK2156'BELOW THE SURFACE OF THE GROUND.  DESCRIBED BY G.R.HEID.  TYPED BY
 MK2156'R.D.BALL.
 MK2156
 MK2156                          STATION RECOVERY (1995)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2156'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2156'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2156'NEAR THE APPROACH END OF RUNWAY 31 IN THE GRASS AREA FORMED BY THE
 MK2156'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK, NE.
 MK2156'68701.  AIRPORT MANAGER IS RICK KROPF, PHONE (402)  371-7210.
 MK2156'
 MK2156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275
 MK2156'BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR
 MK2156'1.0 MI (1.6 KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND
 MK2156'GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN
 MK2156'RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM)
 MK2156'TO THE TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A
 MK2156'PAVED ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE
 MK2156'AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY
 MK2156'FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST
 MK2156'ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN LEFT
 MK2156'AND GO SOUTHEAST THEN SOUTH-SOUTHEAST ON A TAXIWAY FOR 0.3 MI (0.5 KM)
 MK2156'TO A RUNWAY HOLD BAR AND THE STATION ON THE RIGHT.
 MK2156'
 MK2156'THE STATION IS 175.5 FT (53.5 M) NORTHEAST OF THE RUNWAY CENTER, 134.5
 MK2156'FT (41.0 M) NORTHWEST OF THE TAXIWAY CENTER, 92.5 FT (28.2 M)
 MK2156'EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE END, 91.2 FT
 MK2156'(27.8 M) NORTH OF THE SOUTHEAST ONE OF TWO TAXIWAY LIGHTS AND RECESSED
 MK2156'0.1 FT (3.0 CM) BELOW GROUND LEVEL.  NOTE-THIS STATION WAS USED AS AN
 MK2156'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MK2156
 MK2156                          STATION RECOVERY (1997)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2156'RECOVERED AS DESCRIBED.
 MK2156
 MK2156                          STATION RECOVERY (2000)
 MK2156
 MK2156'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2156'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE NEW AIRPORT
 MK2156'MANAGER IS JERRY ADAMS.
 MK2156
 MK2156                          STATION RECOVERY (2001)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 MK2156'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2156''MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2156'NEAR THE APPROACH END OF RUNWAY 31 IN THE GRASS AREA FORMED BY THE
 MK2156'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK, 4100 S. 13TH ST. PO
 MK2156'BOX 1343 NORFOLK, NE.  68701.  AIRPORT MANAGER IS GERALD ADAMS, PHONE
 MK2156'(402)  371-7210.
 MK2156'
 MK2156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275
 MK2156'BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR
 MK2156'1.0 MI (1.6 KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND
 MK2156'GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN
 MK2156'RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM)
 MK2156'TO THE TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A
 MK2156'PAVED ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE
 MK2156'AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY
 MK2156'FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST
 MK2156'ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN LEFT
 MK2156'AND GO SOUTHEAST THEN SOUTH-SOUTHEAST ON A TAXIWAY FOR 0.3 MI (0.5 KM)
 MK2156'TO A RUNWAY HOLD BAR AND THE STATION ON THE RIGHT.
 MK2156'
 MK2156'THE STATION IS 175.5 FT (53.5 M) NORTHEAST OF THE RUNWAY CENTER, 134.5
 MK2156'FT (41.0 M) NORTHWEST OF THE TAXIWAY CENTER, 92.5 FT (28.2 M)
 MK2156'EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE END, 91.2 FT
 MK2156'(27.8 M) NORTH OF THE SOUTHEAST ONE OF TWO TAXIWAY LIGHTS AND RECESSED
 MK2156'0.1 FT (3.0 CM) BELOW GROUND LEVEL.  NOTE-THIS STATION WAS USED AS AN
 MK2156'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MK2156
 MK2156                          STATION RECOVERY (2011)
 MK2156
 MK2156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JWS)
 MK2156'NEW TIES TO STATION.  FROM THE EDGE OF PAVEMENT AT THE NORTHWEST
 MK2156'CORNER OF THE HOLD LINE FOR RUNWAY 32 WEST 124.6' TO THE STATION.
 MK2156'FROM THE NORTHEAST CORNER OF THE CONCRETE HOLDING THE TAXIWAY B SIGN
 MK2156'NORTH-NORTHEAST 104.9' TO THE STATION.  FROM THE SOUTHEAST LIGHT OF
 MK2156'THE DOUBLE TAXIWAY LIGHT NORTH 154.5' TO THE STATION.
 MK2156
 MK2156                          STATION RECOVERY (2017)
 MK2156
 MK2156'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JH)
 MK2156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0395 ***********************************************************************
 NO0395  DESIGNATION -  ARABIA
 NO0395  PID         -  NO0395
 NO0395  STATE/COUNTY-  NE/CHERRY
 NO0395  COUNTRY     -  US
 NO0395  USGS QUAD   -  ARABIA NW (2017)
 NO0395
 NO0395                         *CURRENT SURVEY CONTROL
 NO0395  ______________________________________________________________________
 NO0395* NAD 83(1995) POSITION- 42 44 43.73207(N) 100 24 45.24075(W)   ADJUSTED
 NO0395* NAVD 88 ORTHO HEIGHT -   879.    (meters)     2884.    (feet) SCALED
 NO0395  ______________________________________________________________________
 NO0395  GEOID HEIGHT    -        -21.875 (meters)                     GEOID18
 NO0395  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 NO0395  HORZ ORDER      -  SECOND
 NO0395
 NO0395.The horizontal coordinates were established by classical geodetic methods
 NO0395.and adjusted by the National Geodetic Survey in August 1997.
 NO0395
 NO0395.The orthometric height was scaled from a topographic map.
 NO0395
 NO0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0395.GEOID18 height accuracy estimate available here.
 NO0395
 NO0395.Click photographs - Photos may exist for this station.
 NO0395
 NO0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0395
 NO0395. The following values were computed from the NAD 83(1995) position.
 NO0395
 NO0395;                    North         East     Units Scale Factor Converg.
 NO0395;SPC NE       -   323,428.817   466,224.111   MT  0.99989325   -0 16 24.3
 NO0395;SPC NE       - 1,061,116.04  1,529,603.60   sFT  0.99989325   -0 16 24.3
 NO0395;UTM  14      - 4,733,518.941   384,388.977   MT  0.99976444   -0 57 32.0
 NO0395
 NO0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0395!SPC NE       -   0.99986555  x   0.99989325  =   0.99975882
 NO0395!UTM  14      -   0.99986555  x   0.99976444  =   0.99963002
 NO0395
 NO0395:                Primary Azimuth Mark                     Grid Az
 NO0395:SPC NE       -  ARABIA AZ MK                             325 45 52.6
 NO0395:UTM  14      -  ARABIA AZ MK                             326 27 00.3
 NO0395
 NO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8438833518(NAD 83)
 NO0395
 NO0395|---------------------------------------------------------------------|
 NO0395| PID    Reference Object                     Distance      Geod. Az  |
 NO0395|                                                           dddmmss.s |
 NO0395| CO2098 ARABIA RM 1                          34.366 METERS 08800     |
 NO0395| CO2097 ARABIA AZ MK                                       3252928.3 |
 NO0395| CO2099 ARABIA RM 2                          30.733 METERS 35958     |
 NO0395|---------------------------------------------------------------------|
 NO0395
 NO0395                          SUPERSEDED SURVEY CONTROL
 NO0395
 NO0395  NAD 83(1986)-  42 44 43.73416(N)    100 24 45.25183(W) AD(       ) 2
 NO0395  NAD 27      -  42 44 43.72000(N)    100 24 43.78700(W) AD(       ) 2
 NO0395
 NO0395.Superseded values are not recommended for survey control.
 NO0395
 NO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0395.See file dsdata.pdf to determine how the superseded data were derived.
 NO0395
 NO0395_MARKER: DS = TRIANGULATION STATION DISK
 NO0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0395_STAMPING: ARABIA 1949
 NO0395_MARK LOGO: CGS
 NO0395_PROJECTION: FLUSH
 NO0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0395+STABILITY: SURFACE MOTION
 NO0395
 NO0395  HISTORY     - Date     Condition        Report By
 NO0395  HISTORY     - 1949     MONUMENTED       CGS
 NO0395
 NO0395                          STATION DESCRIPTION
 NO0395
 NO0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0395'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHEAST OF VALENTINE,
 NO0395'2.0 MILES WEST AND 1-1/4 MILES NORTH OF ARABIA AND ABOUT 0.35
 NO0395'MILE SOUTH OF U.S. HIGHWAY NO 20 ON THE HIGHEST POINT OF A
 NO0395'PROMINENT HILL IN A PASTURE AND ON LAND OWNED BY THE HEELAN
 NO0395'BROTHERS.  IT IS 5 FEET NORTH OF WITNESS POST, STAMPED ARABIA
 NO0395'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0395'
 NO0395'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN
 NO0395'THE OPEN AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0395'MARK.  IT IS STAMPED ARABIA NO 1 1949 AND SET FLUSH WITH THE
 NO0395'GROUND SURFACE.
 NO0395'
 NO0395'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN THE OPEN
 NO0395'AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NO0395'IT IS STAMPED ARABIA NO 2 1949 AND PROJECTS 2 INCHES.
 NO0395'
 NO0395'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0395'NO 2 IS 148.55 FEET.
 NO0395'
 NO0395'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTHWEST OF THE STATION,
 NO0395'40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 20, 8 FEET
 NO0395'SOUTH OF WITNESS POST AND FENCE LINE.  IT IS STAMPED ARABIA
 NO0395'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0395'
 NO0395'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0395'AND 83 AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO
 NO0395'SOUTH-SOUTHEAST ON HIGHWAYS 20 AND 83 FOR 5.5 MILES TO JUNCTION
 NO0395'OF HIGHWAYS, BEAR LEFT AND CONTINUE EAST ON U.S. HIGHWAY 20
 NO0395'FOR 6.2 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE ON THE
 NO0395'HIGHWAY AS DESCRIBED, CONTINUE EAST-SOUTHEAST ON HIGHWAY FOR
 NO0395'0.4 MILE TO SIDE ROAD RIGHT ACROSS CATTLE GUARD AND SIGN WM
 NO0395'HEELAN SR RANCH, TURN RIGHT ACROSS CATTLE GUARD, THENCE LEFT
 NO0395'ALONG SOUTH SIDE OF FENCE LINE FOR ABOUT 50 FEET TO GATE IN
 NO0395'FENCE CORNER, PASS THROUGH GATE AND CONTINUE EAST ALONG
 NO0395'SOUTH SIDE OF FENCE LINE FOR 0.1 MILE TO ANOTHER GATE IN
 NO0395'FENCE CORNER, PASS THROUGH GATE AND CROSS LOOSE SAND
 NO0395'AND GO SOUTH-SOUTHEAST OVER HILLS FOR 0.6 MILE TO
 NO0395'THE HIGHEST POINT AND STATION AS DESCRIBED.
 NO0395'
 NO0395'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0721 ***********************************************************************
 LH0721  DESIGNATION -  ARAPAHOE
 LH0721  PID         -  LH0721
 LH0721  STATE/COUNTY-  NE/FURNAS
 LH0721  COUNTRY     -  US
 LH0721  USGS QUAD   -  ARAPAHOE (2017)
 LH0721
 LH0721                         *CURRENT SURVEY CONTROL
 LH0721  ______________________________________________________________________
 LH0721* NAD 83(1986) POSITION- 40 18 06.     (N) 099 53 45.     (W)   SCALED
 LH0721* NAVD 88 ORTHO HEIGHT -   663.328 (meters)     2176.27  (feet) ADJUSTED
 LH0721  ______________________________________________________________________
 LH0721  GEOID HEIGHT    -        -24.691 (meters)                     GEOID18
 LH0721  DYNAMIC HEIGHT  -        662.905 (meters)     2174.88  (feet) COMP
 LH0721  MODELED GRAVITY -    979,967.4   (mgal)                       NAVD 88
 LH0721
 LH0721  VERT ORDER      -  FIRST     CLASS II
 LH0721
 LH0721.The horizontal coordinates were scaled from a map and have
 LH0721.an estimated accuracy of +/- 6 seconds.
 LH0721
 LH0721.The orthometric height was determined by differential leveling and
 LH0721.adjusted by the NATIONAL GEODETIC SURVEY
 LH0721.in June 1991.
 LH0721
 LH0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0721.GEOID18 height accuracy estimate available here.
 LH0721
 LH0721.Click photographs - Photos may exist for this station.
 LH0721
 LH0721.The dynamic height is computed by dividing the NAVD 88
 LH0721.geopotential number by the normal gravity value computed on the
 LH0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0721.degrees latitude (g = 980.6199 gals.).
 LH0721
 LH0721.The modeled gravity was interpolated from observed gravity values.
 LH0721
 LH0721;                    North         East    Units  Estimated Accuracy
 LH0721;SPC NE       -    52,010.      508,860.      MT  (+/- 180 meters Scaled)
 LH0721
 LH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238616(NAD 83)
 LH0721
 LH0721                          SUPERSEDED SURVEY CONTROL
 LH0721
 LH0721  NGVD 29 (02/14/92)  663.029  (m)         2175.29   (f) ADJUSTED    1 2
 LH0721  NGVD 29 (??/??/87)  663.037  (m)         2175.31   (f) SUPERSEDED  1 2
 LH0721
 LH0721.Superseded values are not recommended for survey control.
 LH0721
 LH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0721.See file dsdata.pdf to determine how the superseded data were derived.
 LH0721
 LH0721_MARKER: DB = BENCH MARK DISK
 LH0721_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0721+WITH SETTING: PAVEMENT
 LH0721_SP_SET: WATER TOWER FOUNDATION
 LH0721_STAMPING: ARAPAHOE 1933
 LH0721_MARK LOGO: CGS
 LH0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0721+STABILITY: SURFACE MOTION
 LH0721
 LH0721  HISTORY     - Date     Condition        Report By
 LH0721  HISTORY     - 1933     MONUMENTED       CGS
 LH0721  HISTORY     - 1934     GOOD             CGS
 LH0721  HISTORY     - 1986     GOOD             NGS
 LH0721
 LH0721                          STATION DESCRIPTION
 LH0721
 LH0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0721'AT ARAPAHOE.
 LH0721'AT ARAPAHOE, IN THE TOP OF THE NORTHWEST CONCRETE PIER OF THE
 LH0721'CITY WATER TANK.  A STANDARD DISK, STAMPED ARAPAHOE 1933.
 LH0721
 LH0721                          STATION RECOVERY (1986)
 LH0721
 LH0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1525 ***********************************************************************
 LH1525  DESIGNATION -  ARAPAHOE 2
 LH1525  PID         -  LH1525
 LH1525  STATE/COUNTY-  NE/FURNAS
 LH1525  COUNTRY     -  US
 LH1525  USGS QUAD   -  EDISON (2017)
 LH1525
 LH1525                         *CURRENT SURVEY CONTROL
 LH1525  ______________________________________________________________________
 LH1525* NAD 83(1995) POSITION- 40 18 26.26984(N) 099 50 49.70882(W)   ADJUSTED
 LH1525* NAVD 88 ORTHO HEIGHT -   689.    (meters)     2260.    (feet) SCALED
 LH1525  ______________________________________________________________________
 LH1525  GEOID HEIGHT    -        -24.736 (meters)                     GEOID18
 LH1525  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LH1525  HORZ ORDER      -  THIRD
 LH1525
 LH1525.The horizontal coordinates were established by classical geodetic methods
 LH1525.and adjusted by the National Geodetic Survey in August 1997.
 LH1525
 LH1525.The orthometric height was scaled from a topographic map.
 LH1525
 LH1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1525.GEOID18 height accuracy estimate available here.
 LH1525
 LH1525.Click photographs - Photos may exist for this station.
 LH1525
 LH1525.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1525
 LH1525. The following values were computed from the NAD 83(1995) position.
 LH1525
 LH1525;                    North         East     Units Scale Factor Converg.
 LH1525;SPC NE       -    52,637.041   512,992.861   MT  0.99987520   +0 06 04.7
 LH1525;SPC NE       -   172,693.36  1,683,044.08   sFT  0.99987520   +0 06 04.7
 LH1525;UTM  14      - 4,462,209.380   428,013.028   MT  0.99966379   -0 32 52.9
 LH1525
 LH1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1525!SPC NE       -   0.99989581  x   0.99987520  =   0.99977103
 LH1525!UTM  14      -   0.99989581  x   0.99966379  =   0.99955964
 LH1525
 LH1525:                Primary Azimuth Mark                     Grid Az
 LH1525:SPC NE       -  ARAPAHOE 2 AZ MK                         263 09 13.0
 LH1525:UTM  14      -  ARAPAHOE 2 AZ MK                         263 48 10.6
 LH1525
 LH1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2801362209(NAD 83)
 LH1525
 LH1525|---------------------------------------------------------------------|
 LH1525| PID    Reference Object                     Distance      Geod. Az  |
 LH1525|                                                           dddmmss.s |
 LH1525| LH1554 ARAPAHOE 2 RM 3                      13.569 METERS 08547     |
 LH1525| LH1035 EDISON MUNICIPAL TANK               APPROX. 7.1 KM 1195103.2 |
 LH1525| LH1033 ARAPAHOE                             62.634 METERS 13547     |
 LH1525| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX. 4.2 KM 2612131.3 |
 LH1525| LH1526 ARAPAHOE 2 AZ MK                    APPROX. 0.9 KM 2631517.7 |
 LH1525| LH1555 ARAPAHOE 2 RM 4                      13.041 METERS 26615     |
 LH1525|---------------------------------------------------------------------|
 LH1525
 LH1525                          SUPERSEDED SURVEY CONTROL
 LH1525
 LH1525  NAD 83(1986)-  40 18 26.27458(N)    099 50 49.71269(W) AD(       ) 3
 LH1525
 LH1525.Superseded values are not recommended for survey control.
 LH1525
 LH1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1525.See file dsdata.pdf to determine how the superseded data were derived.
 LH1525
 LH1525_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1525_STAMPING: ARAPAHOE 2 1981
 LH1525_MARK LOGO: NGS
 LH1525_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1525+STABILITY: SURFACE MOTION
 LH1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1525+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1525
 LH1525  HISTORY     - Date     Condition        Report By
 LH1525  HISTORY     - 1981     MONUMENTED       NGS
 LH1525  HISTORY     - 19981111 GOOD             NEDR
 LH1525
 LH1525                          STATION DESCRIPTION
 LH1525
 LH1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1525'THE STATION IS ABOUT 4.25 MI (6.84 KM) NORTHWEST FROM EDISON, 2.5 MI
 LH1525'(4.0 KM) EAST FROM ARAPAHOE AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1525'HIGHWAY 6 AND 34.
 LH1525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 6 AND
 LH1525'34, AT ARAPAHOE, GO EAST ON ON HIGHWAY 6 AND 34 FOR 2.2 MI (3.5 KM)
 LH1525'TO THE AZIMUTH MARK ON THE RIGHT, ATOP A CUTBANK.  CONTINUE EAST ON
 LH1525'THE HIGHWAY FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT AND A SIDE
 LH1525'ROAD ON THE RIGHT.
 LH1525'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1525'PROJECTS 4 IN ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED 52
 LH1525'IN BELOW THE GROUND SURFACE.  THE MARKS ARE 203.5 FT (62.0 M) WEST OF
 LH1525'A GUYED POWER POLE NUMBERED 25, 186.0 FT (56.7 M) WEST FROM THE
 LH1525'EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 139.0 FT (42.4 M) EAST
 LH1525'FROM A POWER POLE, 95.5 FT (29.1 M) NORTH FROM THE CENTERLINE OF THE
 LH1525'HIGHWAY, 2.3 FT (0.7 M) EAST-SOUTHEAST FROM A WITNESS POST AND 1.5 FT
 LH1525'(0.5 M) SOUTH FROM A FENCE.
 LH1525
 LH1525                          STATION RECOVERY (1998)
 LH1525
 LH1525'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1525'2.8 MI (4.5 KM) EAST OF THE JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S.
 LH1525'HIGHWAY 283, IN ARAPAHOE, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 6/34,
 LH1525'AT HIGHWAY REFERENCE POST 129+20 AND IN SEC 18, T4N, R22W.  OWNERSHIP,
 LH1525'NEBRASKA DEPARTMENT OF ROADS. TELEPHONE 402.479 4341.  IT IS A
 LH1525'STANDARD DISK, SET INTO THE TOP OF A ROUND CONCRETE MOMUMENT, RECESSED
 LH1525'10 CM, THAT IS 29.1 M (95.5 FT) NORTH OF THE CENTERLINE OF THE
 LH1525'HIGHWAY, 62.0 M (203.4 FT) WEST OF A GUYED POWER POLE NUMBERED 25,
 LH1525'56.7 M (186.0 FT) WEST OF THE CENTERLINE OF A COUNTY ROAD LEADING
 LH1525'SOUTH, 42.4 M (139.1 FT) EAST OF A POWER POLE, 0.7 M (2.3 FT)
 LH1525'SOUTH-SOUTHEAST OF A WITNESS POST AND 0.5 M (1.6 FT) SOUTH OF THE
 LH1525'NORTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1526 ***********************************************************************
 LH1526  DESIGNATION -  ARAPAHOE 2 AZ MK
 LH1526  PID         -  LH1526
 LH1526  STATE/COUNTY-  NE/FURNAS
 LH1526  COUNTRY     -  US
 LH1526  USGS QUAD   -  EDISON (2017)
 LH1526
 LH1526                         *CURRENT SURVEY CONTROL
 LH1526  ______________________________________________________________________
 LH1526* NAD 83(1995) POSITION- 40 18 22.84865(N) 099 51 27.47378(W)   ADJUSTED
 LH1526* NAVD 88 ORTHO HEIGHT -   684.    (meters)     2244.    (feet) SCALED
 LH1526  ______________________________________________________________________
 LH1526  GEOID HEIGHT    -        -24.728 (meters)                     GEOID18
 LH1526  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 LH1526  HORZ ORDER      -  THIRD
 LH1526
 LH1526.The horizontal coordinates were established by classical geodetic methods
 LH1526.and adjusted by the National Geodetic Survey in August 1997.
 LH1526
 LH1526.The orthometric height was scaled from a topographic map.
 LH1526
 LH1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1526.GEOID18 height accuracy estimate available here.
 LH1526
 LH1526.Click photographs - Photos may exist for this station.
 LH1526
 LH1526.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1526
 LH1526. The following values were computed from the NAD 83(1995) position.
 LH1526
 LH1526;                    North         East     Units Scale Factor Converg.
 LH1526;SPC NE       -    52,530.007   512,101.371   MT  0.99987554   +0 05 39.6
 LH1526;SPC NE       -   172,342.20  1,680,119.25   sFT  0.99987554   +0 05 39.6
 LH1526;UTM  14      - 4,462,112.475   427,120.571   MT  0.99966538   -0 33 17.3
 LH1526
 LH1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1526!SPC NE       -   0.99989660  x   0.99987554  =   0.99977215
 LH1526!UTM  14      -   0.99989660  x   0.99966538  =   0.99956201
 LH1526
 LH1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2712062112(NAD 83)
 LH1526
 LH1526                          SUPERSEDED SURVEY CONTROL
 LH1526
 LH1526  NAD 83(1986)-  40 18 22.85357(N)    099 51 27.47765(W) AD(       ) 3
 LH1526
 LH1526.Superseded values are not recommended for survey control.
 LH1526
 LH1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1526.See file dsdata.pdf to determine how the superseded data were derived.
 LH1526
 LH1526_MARKER: DZ = AZIMUTH MARK DISK
 LH1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1526_STAMPING: ARAPAHOE 2 1981
 LH1526_MARK LOGO: NGS
 LH1526_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1526+STABILITY: SURFACE MOTION
 LH1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1526+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1526
 LH1526  HISTORY     - Date     Condition        Report By
 LH1526  HISTORY     - 1981     MONUMENTED       NGS
 LH1526  HISTORY     - 19981111 GOOD             NEDR
 LH1526
 LH1526                          STATION DESCRIPTION
 LH1526
 LH1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1526'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST FROM EDISON,
 LH1526'2.25 MI (3.62 KM) EAST FROM ARAPAHOE AND ON THE SOUTH RIGHT-OF-WAY OF
 LH1526'U.S. HIGHWAY 6 AND 34.
 LH1526'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 34 WITH U.S. HIGHWAY
 LH1526'283, IN ARAPAHOE, GO EAST ON HIGHWAY 6 AND 34 FOR 2.2 MI (3.5 KM) TO
 LH1526'THE MARK ON THE RIGHT, ATOP A CUTBANK.
 LH1526'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LH1526'IN ABOVE THE GROUND.  IT IS 110.5 FT (33.7 M)  SOUTH FROM THE
 LH1526'CENTERLINE OF THE HIGHWAY, 2.2 FT (0.7 M) EAST FROM A WITNESS POST
 LH1526'AND 2.0 FT (0.6 M) WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 LH1526
 LH1526                          STATION RECOVERY (1998)
 LH1526
 LH1526'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1526'2.30 MI (3.70 KM) EAST OF THE JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S.
 LH1526'HIGHWAY 283, IN ARAPAHOE, ON THE SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY
 LH1526'6/34, ON TOP OF A CUTBANK, AT MILEPOST 128+61 AND IN THE NE1/4, SEC24,
 LH1526'T4N, R23W.  OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.  TELEPHONE
 LH1526'402.479 4341.  IT IS A STANDARD DISK, SET INTO THE TOP OF A ROUND
 LH1526'CONCRETE MONUMENT, RECESSED 7 CM BELOW THE GROUND, THAT IS 33.7 M
 LH1526'(110.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT) EAST
 LH1526'OF A WITNESS POST AND 0.6 M (2.0 FT) WEST OF A CONCRETE HIGHWAY
 LH1526'RIGHT-OF-WAY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1038 ***********************************************************************
 LH1038  DESIGNATION -  ARAPAHOE CHURCH SPIRE
 LH1038  PID         -  LH1038
 LH1038  STATE/COUNTY-  NE/FURNAS
 LH1038  COUNTRY     -  US
 LH1038  USGS QUAD   -  ARAPAHOE (2017)
 LH1038
 LH1038                         *CURRENT SURVEY CONTROL
 LH1038  ______________________________________________________________________
 LH1038* NAD 83(1995) POSITION- 40 18 23.87362(N) 099 54 14.50864(W)   ADJUSTED
 LH1038  ______________________________________________________________________
 LH1038  GEOID HEIGHT    -        -24.678 (meters)                     GEOID18
 LH1038  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LH1038  HORZ ORDER      -  THIRD
 LH1038
 LH1038.The horizontal coordinates were established by classical geodetic methods
 LH1038.and adjusted by the National Geodetic Survey in August 1997.
 LH1038
 LH1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1038.GEOID18 height accuracy estimate available here.
 LH1038
 LH1038.Click photographs - Photos may exist for this station.
 LH1038
 LH1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1038
 LH1038. The following values were computed from the NAD 83(1995) position.
 LH1038
 LH1038;                    North         East     Units Scale Factor Converg.
 LH1038;SPC NE       -    52,556.182   508,157.441   MT  0.99987544   +0 03 49.0
 LH1038;SPC NE       -   172,428.07  1,667,179.87   sFT  0.99987544   +0 03 49.0
 LH1038;UTM  14      - 4,462,183.291   423,178.004   MT  0.99967265   -0 35 05.4
 LH1038
 LH1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2317862183(NAD 83)
 LH1038
 LH1038                          SUPERSEDED SURVEY CONTROL
 LH1038
 LH1038  NAD 83(1986)-  40 18 23.87850(N)    099 54 14.51240(W) AD(       ) 3
 LH1038  NAD 27      -  40 18 23.86000(N)    099 54 13.05000(W) AD(       ) 3
 LH1038
 LH1038.Superseded values are not recommended for survey control.
 LH1038
 LH1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1038.See file dsdata.pdf to determine how the superseded data were derived.
 LH1038
 LH1038_MARKER: 90 = CHURCH SPIRE
 LH1038
 LH1038  HISTORY     - Date     Condition        Report By
 LH1038  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1038
 LH1038                          STATION DESCRIPTION
 LH1038
 LH1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1038'POINT OBSERVED UPON WAS TOP OF SPIRE ON EXTREME NORTH-WESTERLY
 LH1038'CHURCH IN THE TOWN OF ARAPAHOE, ALSO THE HIGHEST CHURCH IN TOWN,
 LH1038'APPROXIMATELY 50 FEET HIGH.
 LH1038'
 LH1038'STATION WAS OBSERVED FROM KELLY AND SINK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1036 ***********************************************************************
 LH1036  DESIGNATION -  ARAPAHOE MUNICIPAL TANK
 LH1036  PID         -  LH1036
 LH1036  STATE/COUNTY-  NE/FURNAS
 LH1036  COUNTRY     -  US
 LH1036  USGS QUAD   -  ARAPAHOE (2017)
 LH1036
 LH1036                         *CURRENT SURVEY CONTROL
 LH1036  ______________________________________________________________________
 LH1036* NAD 83(1995) POSITION- 40 18 05.80539(N) 099 53 45.26760(W)   ADJUSTED
 LH1036  ______________________________________________________________________
 LH1036  GEOID HEIGHT    -        -24.691 (meters)                     GEOID18
 LH1036  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 LH1036  HORZ ORDER      -  THIRD
 LH1036
 LH1036.The horizontal coordinates were established by classical geodetic methods
 LH1036.and adjusted by the National Geodetic Survey in August 1997.
 LH1036
 LH1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1036.GEOID18 height accuracy estimate available here.
 LH1036
 LH1036.Click photographs - Photos may exist for this station.
 LH1036
 LH1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1036
 LH1036. The following values were computed from the NAD 83(1995) position.
 LH1036
 LH1036;                    North         East     Units Scale Factor Converg.
 LH1036;SPC NE       -    51,999.743   508,848.525   MT  0.99987725   +0 04 08.3
 LH1036;SPC NE       -   170,602.49  1,669,447.20   sFT  0.99987725   +0 04 08.3
 LH1036;UTM  14      - 4,461,619.182   423,862.607   MT  0.99967136   -0 34 46.2
 LH1036
 LH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2386261619(NAD 83)
 LH1036
 LH1036                          SUPERSEDED SURVEY CONTROL
 LH1036
 LH1036  NAD 83(1986)-  40 18 05.81121(N)    099 53 45.27126(W) AD(       ) 3
 LH1036  NAD 27      -  40 18 05.78800(N)    099 53 43.81800(W) AD(       ) 3
 LH1036
 LH1036.Superseded values are not recommended for survey control.
 LH1036
 LH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1036.See file dsdata.pdf to determine how the superseded data were derived.
 LH1036
 LH1036_MARKER: 53 = ELEVATED TANK
 LH1036_MARK LOGO: CGS
 LH1036
 LH1036  HISTORY     - Date     Condition        Report By
 LH1036  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1036  HISTORY     - 1934     GOOD             CGS
 LH1036  HISTORY     - 1951     GOOD             CGS
 LH1036  HISTORY     - 1981     GOOD             NGS
 LH1036  HISTORY     - 19810407 GOOD             NGS
 LH1036
 LH1036                          STATION DESCRIPTION
 LH1036
 LH1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1036'MUNICIPAL WATER TANK, PAINTED BLACK, STEEL, ABOUT 90 FEET HIGH.
 LH1036'LOCATED IN SOUTHWEST PART OF TOWN.  OBSERVED UPON FINIAL.
 LH1036'
 LH1036'OBSERVED FROM KELLY, SINK, AND ELKREEK.
 LH1036
 LH1036                          STATION RECOVERY (1934)
 LH1036
 LH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LH1036'RECOVERED IN GOOD CONDITION.
 LH1036
 LH1036                          STATION RECOVERY (1951)
 LH1036
 LH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1036'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 LH1036'ARAPAHOE, 95 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1036'STREET AND 31 FEET SOUTH OF THE CENTER OF AN EAST-WEST ALLEY.
 LH1036'
 LH1036'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1036'OVERALL HEIGHT IS 110 FEET.
 LH1036'
 LH1036'THE POINT OBSERVED UPON WAS THE BALL ON THE TOP OF THE TANK.
 LH1036'
 LH1036'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1036
 LH1036                          STATION RECOVERY (1981)
 LH1036
 LH1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1036'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LH1036
 LH1036                          STATION RECOVERY (1981)
 LH1036
 LH1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0950 ***********************************************************************
 LG0950  DESIGNATION -  ARBOR
 LG0950  PID         -  LG0950
 LG0950  STATE/COUNTY-  NE/HAMILTON
 LG0950  COUNTRY     -  US
 LG0950  USGS QUAD   -  HENDERSON NE (2017)
 LG0950
 LG0950                         *CURRENT SURVEY CONTROL
 LG0950  ______________________________________________________________________
 LG0950* NAD 83(1995) POSITION- 40 58 52.19635(N) 097 49 34.65025(W)   ADJUSTED
 LG0950* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 LG0950  ______________________________________________________________________
 LG0950  GEOID HEIGHT    -        -25.833 (meters)                     GEOID18
 LG0950  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LG0950  HORZ ORDER      -  THIRD
 LG0950
 LG0950.The horizontal coordinates were established by classical geodetic methods
 LG0950.and adjusted by the National Geodetic Survey in August 1997.
 LG0950
 LG0950.The orthometric height was scaled from a topographic map.
 LG0950
 LG0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0950.GEOID18 height accuracy estimate available here.
 LG0950
 LG0950.Click photographs - Photos may exist for this station.
 LG0950
 LG0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0950
 LG0950. The following values were computed from the NAD 83(1995) position.
 LG0950
 LG0950;                    North         East     Units Scale Factor Converg.
 LG0950;SPC NE       -   129,738.784   682,863.295   MT  0.99970024   +1 26 25.8
 LG0950;SPC NE       -   425,651.33  2,240,360.66   sFT  0.99970024   +1 26 25.8
 LG0950;UTM  14      - 4,537,329.575   598,739.736   MT  0.99971999   +0 46 11.3
 LG0950
 LG0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0950!SPC NE       -   0.99991885  x   0.99970024  =   0.99961911
 LG0950!UTM  14      -   0.99991885  x   0.99971999  =   0.99963886
 LG0950
 LG0950:                Primary Azimuth Mark                     Grid Az
 LG0950:SPC NE       -  ARBOR AZ MK                              175 35 38.7
 LG0950:UTM  14      -  ARBOR AZ MK                              176 15 53.2
 LG0950
 LG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9873937329(NAD 83)
 LG0950
 LG0950|---------------------------------------------------------------------|
 LG0950| PID    Reference Object                     Distance      Geod. Az  |
 LG0950|                                                           dddmmss.s |
 LG0950| MK1924 POLK MUNICIPAL TANK                 APPROX.10.7 KM 0193427.1 |
 LG0950| CN7731 ARBOR RM 1                           20.956 METERS 08555     |
 LG0950| CN7732 ARBOR RM 2                           14.172 METERS 17125     |
 LG0950| CN7730 ARBOR AZ MK                                        1770204.5 |
 LG0950| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX. 7.5 KM 1933336.8 |
 LG0950| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.12.1 KM 3343921.1 |
 LG0950| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX.12.2 KM 3350649.4 |
 LG0950|---------------------------------------------------------------------|
 LG0950
 LG0950                          SUPERSEDED SURVEY CONTROL
 LG0950
 LG0950  NAD 83(1986)-  40 58 52.20474(N)    097 49 34.65270(W) AD(       ) 3
 LG0950  NAD 27      -  40 58 52.15100(N)    097 49 33.47500(W) AD(       ) 3
 LG0950
 LG0950.Superseded values are not recommended for survey control.
 LG0950
 LG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0950.See file dsdata.pdf to determine how the superseded data were derived.
 LG0950
 LG0950_MARKER: DS = TRIANGULATION STATION DISK
 LG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0950_STAMPING: ARBOR 1950
 LG0950_MARK LOGO: CGS
 LG0950_PROJECTION: RECESSED 30 CENTIMETERS
 LG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0950+STABILITY: SURFACE MOTION
 LG0950
 LG0950  HISTORY     - Date     Condition        Report By
 LG0950  HISTORY     - 1950     MONUMENTED       CGS
 LG0950
 LG0950                          STATION DESCRIPTION
 LG0950
 LG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0950'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF BRADSHAW, 8 MILES
 LG0950'NORTHEAST OF HAMPTON AND 7 MILES SOUTH SOUTHWEST OF POLK IN THE
 LG0950'NORTHWEST CORNER OF A CULTIVATED FIELD.  STATION IS 37 FEET WEST
 LG0950'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 9 FEET SOUTHWEST OF
 LG0950'FENCE CORNER AND 7 FEET NORTHWEST OF WITNESS POST.  THE MARK IS
 LG0950'ABOUT 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED ARBOR
 LG0950'1950.
 LG0950'
 LG0950'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0950'OF ROAD, 3.5 FEET SOUTHWEST OF GATE POST AND 2 FEET WEST OF FENCE.
 LG0950'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ARBOR
 LG0950'NO. 1 1950.
 LG0950'
 LG0950'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE APPROXIMATE CENTERLINE
 LG0950'OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES,
 LG0950'AND THE DISK IS STAMPED ARBOR NO 2 1950.
 LG0950'
 LG0950'AZIMUTH MARK IS 34 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD,
 LG0950'3 FEET NORTHWEST OF POWER POLE, 2 FEET NORTH OF WITNESS POST AND 2
 LG0950'FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LG0950'DISK IS STAMPED ARBOR 1950.
 LG0950'
 LG0950'TO REACH FROM THE STANDARD SERVICE STATION AT THE INTERSECTION OF
 LG0950'U.S. HIGHWAY 34 AND THE MAIN STREET IN THE NORTH EDGE OF BRADSHAW
 LG0950'GO WEST ON U.S. HIGHWAY 34 FOR 3.2 MILES TO CROSSROADS.  TURN
 LG0950'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 6.0 MILES TO CROSSROADS.
 LG0950'TURN LEFT AND GO WEST FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT
 LG0950'AND GO NORTH FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT OR EAST
 LG0950'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO
 LG0950'STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LG0950'
 LG0950'AN 87 FOOT SIGNAL AT STATION HORDVILLE IS V.G.
 LG0950'
 LG0950'AN 87 FOOT SIGNAL AT STATION HAMILTON IS V.G.
 LG0950'
 LG0950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1076 ***********************************************************************
 ML1076  DESIGNATION -  ARCHER
 ML1076  PID         -  ML1076
 ML1076  STATE/COUNTY-  NE/MERRICK
 ML1076  COUNTRY     -  US
 ML1076  USGS QUAD   -  ARCHER (2017)
 ML1076
 ML1076                         *CURRENT SURVEY CONTROL
 ML1076  ______________________________________________________________________
 ML1076* NAD 83(1995) POSITION- 41 08 51.99682(N) 098 07 32.08368(W)   ADJUSTED
 ML1076* NAVD 88 ORTHO HEIGHT -   533.5   (meters)     1750.    (feet) VERTCON
 ML1076  ______________________________________________________________________
 ML1076  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 ML1076  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 ML1076  HORZ ORDER      -  SECOND
 ML1076
 ML1076.The horizontal coordinates were established by classical geodetic methods
 ML1076.and adjusted by the National Geodetic Survey in August 1997.
 ML1076
 ML1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1076
 ML1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1076.GEOID18 height accuracy estimate available here.
 ML1076
 ML1076.Click photographs - Photos may exist for this station.
 ML1076
 ML1076.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1076
 ML1076. The following values were computed from the NAD 83(1995) position.
 ML1076
 ML1076;                    North         East     Units Scale Factor Converg.
 ML1076;SPC NE       -   147,642.274   657,289.029   MT  0.99967801   +1 14 31.8
 ML1076;SPC NE       -   484,389.69  2,156,455.76   sFT  0.99967801   +1 14 31.8
 ML1076;UTM  14      - 4,555,530.352   573,376.053   MT  0.99966626   +0 34 31.4
 ML1076
 ML1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1076!SPC NE       -   0.99992025  x   0.99967801  =   0.99959828
 ML1076!UTM  14      -   0.99992025  x   0.99966626  =   0.99958653
 ML1076
 ML1076:                Primary Azimuth Mark                     Grid Az
 ML1076:SPC NE       -  STA 6.6/34.14.7                          088 25 07.1
 ML1076:UTM  14      -  STA 6.6/34.14.7                          089 05 07.5
 ML1076
 ML1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7337655530(NAD 83)
 ML1076
 ML1076|---------------------------------------------------------------------|
 ML1076| PID    Reference Object                     Distance      Geod. Az  |
 ML1076|                                                           dddmmss.s |
 ML1076| ML1077 ARCHER                                5.350 METERS 02813     |
 ML1076| CN7733 STA 6.6/34.14.7                                    0893938.9 |
 ML1076| CN7734 ARCHER RM 1                          18.400 METERS 22921     |
 ML1076| CN7735 ARCHER RM 2                          50.688 METERS 29439     |
 ML1076|---------------------------------------------------------------------|
 ML1076
 ML1076                          SUPERSEDED SURVEY CONTROL
 ML1076
 ML1076  NAD 83(1986)-  41 08 52.00367(N)    098 07 32.08629(W) AD(       ) 2
 ML1076  NAD 27      -  41 08 51.94640(N)    098 07 30.86170(W) AD(       ) 2
 ML1076  NGVD 29 (07/19/86)  533.3    (m)         1750.     (f) VERT ANG       
 ML1076
 ML1076.Superseded values are not recommended for survey control.
 ML1076
 ML1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1076.See file dsdata.pdf to determine how the superseded data were derived.
 ML1076
 ML1076_MARKER: DS = TRIANGULATION STATION DISK
 ML1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1076_STAMPING: ARCHER 1966
 ML1076_MARK LOGO: CGS
 ML1076_PROJECTION: RECESSED 36 CENTIMETERS
 ML1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1076+STABILITY: SURFACE MOTION
 ML1076
 ML1076  HISTORY     - Date     Condition        Report By
 ML1076  HISTORY     - 1966     MONUMENTED       CGS
 ML1076
 ML1076                          STATION DESCRIPTION
 ML1076
 ML1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 ML1076'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE TOWN OF
 ML1076'CENTRAL CITY, 1-1/2 MILES SOUTHEAST OF THE TOWN OF ARCHER
 ML1076'AND IN SEC. 33, R 7 W, T 14 N.
 ML1076'
 ML1076'TO REACH STATION FROM THE POST OFFICE IN ARCHER, GO SOUTH
 ML1076'ON GRAVELED ROAD FOR 1.2 MILES TO CROSSROADS.  TURN LEFT AND GO
 ML1076'EAST ON GRAVELED ROAD FOR 0.55 MILE TO SMALL METAL SILOS AND
 ML1076'STATION ON THE RIGHT, SOUTH SIDE OF ROAD AS DESCRIBED.  AZIMUTH IS
 ML1076'REACHED BY CONTINUING EAST ON GRAVELED ROAD, PAST STATION,
 ML1076'FOR 0.45 MILE TO CROSSROADS AND AZIMUTH IN THE SOUTHEAST
 ML1076'ANGLE.
 ML1076'
 ML1076'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK,
 ML1076'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 14 INCHES
 ML1076'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED ARCHER 1966
 ML1076'AND IS 143.5 FEET EAST OF A POWERLINE POLE, 86.1 FEET EAST OF
 ML1076'EAST EDGE OF EAST ONE OF TWO CONCRETE SILO BASES, 48 FEET
 ML1076'SOUTH OF CENTER OF GRAVELED ROAD AND 47.4 FEET NORTH-NORTHWEST
 ML1076'OF NORTHEAST ONE OF TWO 24 INCH TREES.
 ML1076'
 ML1076'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 ML1076'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH
 ML1076'AND IS STAMPED ARCHER NO 1 1966.  IT IS 87 FEET SOUTH OF
 ML1076'CENTER OF GRAVELED ROAD, 52.6 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 ML1076'EAST ONE OF TWO CONCRETE SILO BASES, AND 5.2 FEET NORTH OF WEST
 ML1076'ONE OF TWO 16 INCH TREES.
 ML1076'
 ML1076'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 ML1076'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 ML1076'IS STAMPED ARCHER NO 2 1966.  IT IS 60.6 FEET NORTHWEST OF
 ML1076'A POWERLINE POLE, 23 FEET NORTH OF CENTER OF THE GRAVELED ROAD,
 ML1076'4.8 FEET SOUTHWEST OF ANOTHER POWERLINE POLE AND 2.2 FEET
 ML1076'SOUTH OF A METAL WITNESS POST.
 ML1076'
 ML1076'AZIMUTH MARK IS A DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION,
 ML1076'BENCHMARK DISK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 ML1076'THAT PROJECTS 2 INCHES AND IS STAMPED 6.6/34.14.7 IT IS 2.9
 ML1076'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 46 FEET SOUTHEAST
 ML1076'OF CENTER OF INTERSECTION OF TWO GRAVELED ROADS, 4.8 FEET
 ML1076'SOUTHWEST OF A POWERLINE SUPPORT POLE AND 2.2 FEET SOUTH OF
 ML1076'A WOOD WITNESS POST.
 ML1076'
 ML1076'THE DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION, STATION
 ML1076'ARCHER IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION STATION
 ML1076'ARCHER.  IT IS A BRASS DISK, CEMENTED IN THE TOP OF A 6 INCH
 ML1076'DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 ML1076'ARCHER.  IT IS 58.2 FEET NORTH-NORTHWEST OF WEST ONE OF TWO
 ML1076'24 INCH TREES AND 32 FEET SOUTH OF CENTER OF THE GRAVELED ROAD.
 ML1076'
 ML1076'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26.8 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1077 ***********************************************************************
 ML1077  DESIGNATION -  ARCHER
 ML1077  PID         -  ML1077
 ML1077  STATE/COUNTY-  NE/MERRICK
 ML1077  COUNTRY     -  US
 ML1077  USGS QUAD   -  ARCHER (2017)
 ML1077
 ML1077                         *CURRENT SURVEY CONTROL
 ML1077  ______________________________________________________________________
 ML1077* NAD 83(1995) POSITION- 41 08 52.14965(N) 098 07 31.97523(W)   ADJUSTED
 ML1077* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 ML1077  ______________________________________________________________________
 ML1077  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 ML1077  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 ML1077  HORZ ORDER      -  SECOND
 ML1077
 ML1077.The horizontal coordinates were established by classical geodetic methods
 ML1077.and adjusted by the National Geodetic Survey in August 1997.
 ML1077
 ML1077.The orthometric height was scaled from a topographic map.
 ML1077
 ML1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1077.GEOID18 height accuracy estimate available here.
 ML1077
 ML1077.Click photographs - Photos may exist for this station.
 ML1077
 ML1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1077
 ML1077. The following values were computed from the NAD 83(1995) position.
 ML1077
 ML1077;                    North         East     Units Scale Factor Converg.
 ML1077;SPC NE       -   147,647.041   657,291.454   MT  0.99967801   +1 14 31.9
 ML1077;SPC NE       -   484,405.33  2,156,463.71   sFT  0.99967801   +1 14 31.9
 ML1077;UTM  14      - 4,555,535.090   573,378.534   MT  0.99966627   +0 34 31.5
 ML1077
 ML1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1077!SPC NE       -   0.99992029  x   0.99967801  =   0.99959833
 ML1077!UTM  14      -   0.99992029  x   0.99966627  =   0.99958659
 ML1077
 ML1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7337855535(NAD 83)
 ML1077
 ML1077                          SUPERSEDED SURVEY CONTROL
 ML1077
 ML1077  NAD 83(1986)-  41 08 52.15650(N)    098 07 31.97784(W) AD(       ) 2
 ML1077  NAD 27      -  41 08 52.09920(N)    098 07 30.75330(W) AD(       ) 2
 ML1077
 ML1077.Superseded values are not recommended for survey control.
 ML1077
 ML1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1077.See file dsdata.pdf to determine how the superseded data were derived.
 ML1077
 ML1077_MARKER: DB = BENCH MARK DISK
 ML1077_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1077_STAMPING: ARCHER
 ML1077_MARK LOGO: BOR
 ML1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1077
 ML1077  HISTORY     - Date     Condition        Report By
 ML1077  HISTORY     - UNK      MONUMENTED       BOR
 ML1077  HISTORY     - 1966     GOOD             CGS
 ML1077
 ML1077                          STATION DESCRIPTION
 ML1077
 ML1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 ML1077'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE TOWN OF
 ML1077'CENTRAL CITY, 1-1/2 MILES SOUTHEAST OF THE TOWN OF ARCHER.
 ML1077'
 ML1077'THE DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION, STATION
 ML1077'ARCHER IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION STATION
 ML1077'ARCHER.  IT IS A BRASS DISK, CEMENTED IN THE TOP OF A 6 INCH
 ML1077'DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 ML1077'ARCHER.  IT IS 58.2 FEET NORTH-NORTHWEST OF WEST ONE OF TWO
 ML1077'24 INCH TREES AND 32 FEET SOUTH OF CENTER OF THE GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0685 ***********************************************************************
 NP0685  DESIGNATION -  ARISTOCRAT
 NP0685  PID         -  NP0685
 NP0685  STATE/COUNTY-  NE/DAWES
 NP0685  COUNTRY     -  US
 NP0685  USGS QUAD   -  CHADRON EAST (2017)
 NP0685
 NP0685                         *CURRENT SURVEY CONTROL
 NP0685  ______________________________________________________________________
 NP0685* NAD 83(1995) POSITION- 42 47 16.13339(N) 102 58 27.36294(W)   ADJUSTED
 NP0685* NAVD 88 ORTHO HEIGHT -  1245.    (meters)     4085.    (feet) SCALED
 NP0685  ______________________________________________________________________
 NP0685  GEOID HEIGHT    -        -17.946 (meters)                     GEOID18
 NP0685  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 NP0685  HORZ ORDER      -  FIRST
 NP0685
 NP0685.The horizontal coordinates were established by classical geodetic methods
 NP0685.and adjusted by the National Geodetic Survey in August 1997.
 NP0685
 NP0685.The orthometric height was scaled from a topographic map.
 NP0685
 NP0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0685.GEOID18 height accuracy estimate available here.
 NP0685
 NP0685.Click photographs - Photos may exist for this station.
 NP0685
 NP0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0685
 NP0685. The following values were computed from the NAD 83(1995) position.
 NP0685
 NP0685;                    North         East     Units Scale Factor Converg.
 NP0685;SPC NE       -   332,235.633   256,712.486   MT  0.99990961   -1 58 15.7
 NP0685;SPC NE       - 1,090,009.74    842,230.88   sFT  0.99990961   -1 58 15.7
 NP0685;UTM  13      - 4,739,242.448   665,683.861   MT  0.99993773   +1 22 34.9
 NP0685
 NP0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0685!SPC NE       -   0.99980767  x   0.99990961  =   0.99971730
 NP0685!UTM  13      -   0.99980767  x   0.99993773  =   0.99974541
 NP0685
 NP0685:                Primary Azimuth Mark                     Grid Az
 NP0685:SPC NE       -  ARISTOCRAT AZ MK                         080 05 04.5
 NP0685:UTM  13      -  ARISTOCRAT AZ MK                         076 44 13.9
 NP0685
 NP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6568339242(NAD 83)
 NP0685
 NP0685|---------------------------------------------------------------------|
 NP0685| PID    Reference Object                     Distance      Geod. Az  |
 NP0685|                                                           dddmmss.s |
 NP0685| CP9514 ARISTOCRAT AZ MK                                   0780648.8 |
 NP0685| CP9515 ARISTOCRAT RM 1                      13.800 METERS 10958     |
 NP0685| CP9516 ARISTOCRAT RM 2                      12.310 METERS 32502     |
 NP0685|---------------------------------------------------------------------|
 NP0685
 NP0685                          SUPERSEDED SURVEY CONTROL
 NP0685
 NP0685  NAD 83(1993)-  42 47 16.13191(N)    102 58 27.36276(W) AD(       ) 1
 NP0685  NAD 83(1986)-  42 47 16.12354(N)    102 58 27.35340(W) AD(       ) 1
 NP0685  NAD 27      -  42 47 16.22100(N)    102 58 25.69600(W) AD(       ) 1
 NP0685
 NP0685.Superseded values are not recommended for survey control.
 NP0685
 NP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0685.See file dsdata.pdf to determine how the superseded data were derived.
 NP0685
 NP0685_MARKER: DS = TRIANGULATION STATION DISK
 NP0685_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 NP0685_STAMPING: ARISTOCRAT 1934
 NP0685_MARK LOGO: CGS
 NP0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0685
 NP0685  HISTORY     - Date     Condition        Report By
 NP0685  HISTORY     - 1934     MONUMENTED       CGS
 NP0685  HISTORY     - 1974     GOOD             LOCSUR
 NP0685
 NP0685                          STATION DESCRIPTION
 NP0685
 NP0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WCD)
 NP0685'THIS STATION IS ON TOP OF THE HIGH BUTTE, WHICH LIES 2 MILES
 NP0685'SE OF CHADRON, AND IS PROMINENT AND EASILY DISTINGUISHED
 NP0685'FROM TOWN AS THE ONE HAVING A LARGE PROJECTION OF WHITE
 NP0685'CLAY ON THE NW END.  THERE ARE A FEW TREES ON TOP OF THE
 NP0685'BUTTE, WHICH IS KNOWN LOCALLY AS THE OLD ARISTOCRAT.  THERE
 NP0685'ARE A RED WINDMILL AND SHACKS IN A GULLY, ABOUT A THIRD OF
 NP0685'A MILE E.  THE BUTTE IS THE HIGHER AND SE END OF A LONG, ROUGH
 NP0685'RIDGE.
 NP0685'
 NP0685'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 NP0685'OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 NP0685'
 NP0685'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 NP0685'
 NP0685'REFERENCE MARK NO. 1 IS E AND NO. 2 IS NW OF THE STATION.
 NP0685'
 NP0685'THE AZIMUTH MARK IS ENE OF THE STATION IN A FENCE CORNER.
 NP0685'IT IS 4 FEET W OF THIS (OBTUSE) FENCE CORNER, AND 19 FEET
 NP0685'E OF THE CENTER LINE OF A FARM ROAD.  THE ROAD MAKES A CURVE
 NP0685'TO THE W AT THIS POINT.
 NP0685'
 NP0685'THIS STATION MAY BE REACHED FROM THE CHADRON POST OFFICE BY
 NP0685'DRIVING E ON U.S. HIGHWAY 20 FOR 0.6 MILE, OR ABOUT 50 YARDS
 NP0685'BEYOND DAVES SERVICE STATION ON THE S SIDE OF THE ROAD.  TURN
 NP0685'RIGHT, OR S, BEYOND WRECKING YARD AND SERVICE STATION AND GO
 NP0685'1.0 MILE.  PASS THROUGH WIRE GATE STRAIGHT AHEAD.  (THERE
 NP0685'ARE A HOUSE AND TREES 30 YARDS SW).  CONTINUE S ON FARM ROAD
 NP0685'ABOUT 50 YARDS AND THEN TURN LEFT, OR E, AND GO E 0.4 MILE.
 NP0685'TURN RIGHT, OR SOUTHERLY, AND GO 1.2 MILES, KEEPING LEFT FORK
 NP0685'OF MAIN ROAD, OR 0.2 MILE BEYOND THE THIRD WIRE GATE PASSED
 NP0685'THROUGH ON THE WAY.  TAKE RIGHT FORK AND GO SOUTHERLY ON
 NP0685'TRACK ROAD ACROSS CORN FIELD 0.5 MILE TO ANOTHER GATE, THEN
 NP0685'CONTINUE 0.3 MILE MORE.  PASS THROUGH WIRE GATE IN E-W FENCE
 NP0685'AND TURN RIGHT, OR W AND DRIVE W OVER SANDY GROUND TO FOOT
 NP0685'OF BUTTE VISIBLE FROM GATE, ABOUT 1/3 MILE.
 NP0685'
 NP0685'LEAVE TRUCK AND PACK UP BUTTE TO TOP AND STATION.
 NP0685'
 NP0685'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0685
 NP0685                          STATION RECOVERY (1974)
 NP0685
 NP0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (BC)
 NP0685'RECOVERED BY CHADRON STATE COLLEGE
 NP0685'
 NP0685'NO. 1 ARISTOCRAT 1934-EXCELLENT
 NP0685'
 NP0685'NO. 2 ARISTOCRAT 1934-EXCELLENT
 NP0685'
 NP0685'AZ. MK ARISTOCRAT 1934-EXCELLENT
 NP0685'
 NP0685'THIS STATION MAY BE REACHED FROM THE CHADRON POST OFFICE
 NP0685'BY DRIVING E ON U.S. HIGHWAY 20 FOR 0.6 MILE ON RIDGEVIEW,
 NP0685'TURN S AND GO 1.0 MILE.  TURN E AND PASS THROUGH N-S FENCE AND
 NP0685'GO 0.4 MILE E ALONG E-W FENCE.  TURN N ALONG N-S FENCE AND GO
 NP0685'100 YARDS.  HERE TURN BACK E ALONG E-W FENCE AND GO 0.1 MILE.
 NP0685'PASS THROUGH GATE IN CORNER OF FENCE LINE AND GO 0.2 MILE IN
 NP0685'A SE DIRECTION.  PASS THROUGH GATE IN E-W FENCE AND GO 0.3 MILE
 NP0685'IN SE DIRECTION.  PASS THROUGH GATE IN N-S FENCE AND GO
 NP0685'0.25 MILE IN S DIRECTION.  PASS THROUGH GATE IN E-W FENCE
 NP0685'(FOREST LAND PASTURE 27) AND GO 0.5 MILE IN S DIRECTION.
 NP0685'PASS THROUGH E-W FENCE (FOREST LAND PASTURE 28) AND GO 7.2
 NP0685'MILE IN S DIRECTION.  COMING TO BACK SIDE OF BUTTE.  WHERE IT
 NP0685'IS EASIEST TO PACK UP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1027 ***********************************************************************
 LG1027  DESIGNATION -  ARKEKETA
 LG1027  PID         -  LG1027
 LG1027  STATE/COUNTY-  NE/PAWNEE
 LG1027  COUNTRY     -  US
 LG1027  USGS QUAD   -  LIBERTY (2017)
 LG1027
 LG1027                         *CURRENT SURVEY CONTROL
 LG1027  ______________________________________________________________________
 LG1027* NAD 83(1995) POSITION- 40 04 25.02174(N) 096 24 25.38680(W)   ADJUSTED
 LG1027* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 LG1027  ______________________________________________________________________
 LG1027  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 LG1027  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 LG1027  HORZ ORDER      -  SECOND
 LG1027
 LG1027.The horizontal coordinates were established by classical geodetic methods
 LG1027.and adjusted by the National Geodetic Survey in August 1997.
 LG1027
 LG1027.The orthometric height was scaled from a topographic map.
 LG1027
 LG1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1027.GEOID18 height accuracy estimate available here.
 LG1027
 LG1027.Click photographs - Photos may exist for this station.
 LG1027
 LG1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1027
 LG1027. The following values were computed from the NAD 83(1995) position.
 LG1027
 LG1027;                    North         East     Units Scale Factor Converg.
 LG1027;SPC NE       -    33,047.381   806,387.807   MT  0.99996754   +2 22 51.7
 LG1027;SPC NE       -   108,422.95  2,645,624.00   sFT  0.99996754   +2 22 51.7
 LG1027;UTM  14      - 4,439,150.164   721,108.472   MT  1.00020188   +1 40 11.8
 LG1027
 LG1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1027!SPC NE       -   0.99993407  x   0.99996754  =   0.99990161
 LG1027!UTM  14      -   0.99993407  x   1.00020188  =   1.00013594
 LG1027
 LG1027:                Primary Azimuth Mark                     Grid Az
 LG1027:SPC NE       -  ARKEKETA AZ MK                           356 52 57.7
 LG1027:UTM  14      -  ARKEKETA AZ MK                           357 35 37.6
 LG1027
 LG1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2110839150(NAD 83)
 LG1027
 LG1027|---------------------------------------------------------------------|
 LG1027| PID    Reference Object                     Distance      Geod. Az  |
 LG1027|                                                           dddmmss.s |
 LG1027| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX.10.1 KM 0295955.5 |
 LG1027| CL6770 ARKEKETA RM 1                        26.341 METERS 12727     |
 LG1027| CL6771 ARKEKETA RM 2                        20.486 METERS 21846     |
 LG1027| LG1069 WYMORE MUNICIPAL TANK               APPROX.22.7 KM 2851645.4 |
 LG1027| LG1026 LIBERTY MUNICIPAL TANK              APPROX. 6.6 KM 2852034.0 |
 LG1027| CL6769 ARKEKETA AZ MK                                     3591549.4 |
 LG1027|---------------------------------------------------------------------|
 LG1027
 LG1027                          SUPERSEDED SURVEY CONTROL
 LG1027
 LG1027  NAD 83(1986)-  40 04 25.02787(N)    096 24 25.38286(W) AD(       ) 2
 LG1027  NAD 27      -  40 04 25.02400(N)    096 24 24.32500(W) AD(       ) 2
 LG1027
 LG1027.Superseded values are not recommended for survey control.
 LG1027
 LG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1027.See file dsdata.pdf to determine how the superseded data were derived.
 LG1027
 LG1027_MARKER: DS = TRIANGULATION STATION DISK
 LG1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1027_STAMPING: ARKEKETA 1947
 LG1027_MARK LOGO: CGS
 LG1027_PROJECTION: FLUSH
 LG1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1027+STABILITY: SURFACE MOTION
 LG1027
 LG1027  HISTORY     - Date     Condition        Report By
 LG1027  HISTORY     - 1947     MONUMENTED       CGS
 LG1027  HISTORY     - 1960     GOOD             CGS
 LG1027
 LG1027                          STATION DESCRIPTION
 LG1027
 LG1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1027'THE STATION IS LOCATED 8.5 MILES NORTHWEST OF SUMMERFIELD, 6.0
 LG1027'MILES SOUTHWEST OF BURCHARD AND 5.0 MILES NORTH OF THE
 LG1027'KANSAS-NEBRASKA STATE LINE AND 0.3 MILE SOUTH OF ARKEKETA
 LG1027'CREEK.  IT IS 30 FEET NORTH OF THE CENTER OF EAST-WEST SECTION
 LG1027'LINE ROAD, 85 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION
 LG1027'LINE ROAD AND 11 FEET NORTH OF WHITE WITNESS POST.  IT IS
 LG1027'STAMPED ARKEKETA 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1027'
 LG1027'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 21 FEET SOUTH
 LG1027'OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT NORTH
 LG1027'OF EAST-WEST FENCE LINE.  IT IS STAMPED ARKEKETA NO 1 1947 AND
 LG1027'PROJECTS 4 INCHES.
 LG1027'
 LG1027'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 21 FEET SOUTH
 LG1027'OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 15 FEET EAST
 LG1027'OF FENCE CORNER AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 LG1027'STAMPED ARKEKETA NO 2 1947 AND PROJECTS 5 INCHES.
 LG1027'
 LG1027'THE AZIMUTH MARK IS ABOUT 0.75 MILES NORTH-NORTHWEST OF THE
 LG1027'STATION, 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH SECTION
 LG1027'LINE ROAD AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG1027'STAMPED ARKEKETA 1947 AND PROJECTS 2 INCHES.  TO REACH FROM THE
 LG1027'STATION GO NORTH ON SECTION LINE ROAD FOR 0.75 MILE TO THE MARK
 LG1027'ON THE LEFT AS DESCRIBED.
 LG1027'
 LG1027'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BURCHARD, GO
 LG1027'SOUTH ON STATE ROUTES 4 AND 65 FOR 2.5 MILES TO JUNCTION OF
 LG1027'ROUTES 4 AND 65, CONTINUE SOUTH ON 65 FOR 2.5 MILES TO CROSSROADS,
 LG1027'TURN RIGHT AND GO WEST FOR 3.0 MILES TO CROSSROADS AND STATION
 LG1027'ON THE RIGHT AS DESCRIBED.
 LG1027'
 LG1027'A 74 FOOT SIGNAL AT STATION SUMMERFIELD IS VISIBLE AT 50 FEET.
 LG1027'
 LG1027'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 50 FEET.
 LG1027'
 LG1027'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1027
 LG1027                          STATION RECOVERY (1960)
 LG1027
 LG1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LG1027'THE DISK FOR REFERENCE MARK NO. 2 WAS RECOVERED IN AN AUTO PARTS
 LG1027'COMPANY YARD IN MARYSVILLE, KANSAS.  THE DISK WAS RETURNED TO
 LG1027'WASHINGTON OFFICE BY MR. D.O. HARTSOOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2037 ***********************************************************************
 MK2037  DESIGNATION -  ARLINGTON ATT MICROWAVE TOWER
 MK2037  PID         -  MK2037
 MK2037  STATE/COUNTY-  NE/WASHINGTON
 MK2037  COUNTRY     -  US
 MK2037  USGS QUAD   -  ARLINGTON (2017)
 MK2037
 MK2037                         *CURRENT SURVEY CONTROL
 MK2037  ______________________________________________________________________
 MK2037* NAD 83(1995) POSITION- 41 25 31.84568(N) 096 18 37.16818(W)   ADJUSTED
 MK2037  ______________________________________________________________________
 MK2037  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 MK2037  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 MK2037  HORZ ORDER      -  THIRD
 MK2037
 MK2037.The horizontal coordinates were established by classical geodetic methods
 MK2037.and adjusted by the National Geodetic Survey in August 1997.
 MK2037
 MK2037.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2037.GEOID18 height accuracy estimate available here.
 MK2037
 MK2037.Click photographs - Photos may exist for this station.
 MK2037
 MK2037.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2037
 MK2037. The following values were computed from the NAD 83(1995) position.
 MK2037
 MK2037;                    North         East     Units Scale Factor Converg.
 MK2037;SPC NE       -   183,350.020   808,227.940   MT  0.99965957   +2 26 42.5
 MK2037;SPC NE       -   601,540.86  2,651,661.17   sFT  0.99965957   +2 26 42.5
 MK2037;UTM  14      - 4,589,486.589   724,755.232   MT  1.00022171   +1 46 49.3
 MK2037
 MK2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2475589486(NAD 83)
 MK2037
 MK2037                          SUPERSEDED SURVEY CONTROL
 MK2037
 MK2037  NAD 83(1986)-  41 25 31.85335(N)    096 18 37.17097(W) AD(       ) 3
 MK2037  NAD 27      -  41 25 31.85600(N)    096 18 36.06700(W) AD(       ) 3
 MK2037
 MK2037.Superseded values are not recommended for survey control.
 MK2037
 MK2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2037.See file dsdata.pdf to determine how the superseded data were derived.
 MK2037
 MK2037_MARKER: 45 = MICROWAVE TOWER
 MK2037_MARK LOGO: CGS
 MK2037
 MK2037  HISTORY     - Date     Condition        Report By
 MK2037  HISTORY     - 1959     FIRST OBSERVED   CGS
 MK2037
 MK2037                          STATION DESCRIPTION
 MK2037
 MK2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK2037'THIS TOWER WAS OBSERVED UPON FROM STATION JOURNEY FOR ADDITIONAL
 MK2037'GROUND AZIMUTH ONLY AND HAS NOT BEEN POSITIONED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0984 ***********************************************************************
 MK0984  DESIGNATION -  ARMA
 MK0984  PID         -  MK0984
 MK0984  STATE/COUNTY-  NE/SAUNDERS
 MK0984  COUNTRY     -  US
 MK0984  USGS QUAD   -  MEAD (2017)
 MK0984
 MK0984                         *CURRENT SURVEY CONTROL
 MK0984  ______________________________________________________________________
 MK0984* NAD 83(1995) POSITION- 41 12 50.84488(N) 096 29 43.03223(W)   ADJUSTED
 MK0984* NAVD 88 ORTHO HEIGHT -   367.297 (meters)     1205.04  (feet) ADJUSTED
 MK0984  ______________________________________________________________________
 MK0984  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 MK0984  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 MK0984  DYNAMIC HEIGHT  -        367.128 (meters)     1204.49  (feet) COMP
 MK0984  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 MK0984
 MK0984  HORZ ORDER      -  SECOND
 MK0984  VERT ORDER      -  SECOND    CLASS 0
 MK0984
 MK0984.The horizontal coordinates were established by classical geodetic methods
 MK0984.and adjusted by the National Geodetic Survey in August 1997.
 MK0984
 MK0984.The orthometric height was determined by differential leveling and
 MK0984.adjusted by the NATIONAL GEODETIC SURVEY
 MK0984.in June 1991.
 MK0984
 MK0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0984.GEOID18 height accuracy estimate available here.
 MK0984
 MK0984.Click photographs - Photos may exist for this station.
 MK0984
 MK0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0984
 MK0984.The dynamic height is computed by dividing the NAVD 88
 MK0984.geopotential number by the normal gravity value computed on the
 MK0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0984.degrees latitude (g = 980.6199 gals.).
 MK0984
 MK0984.The modeled gravity was interpolated from observed gravity values.
 MK0984
 MK0984. The following values were computed from the NAD 83(1995) position.
 MK0984
 MK0984;                    North         East     Units Scale Factor Converg.
 MK0984;SPC NE       -   159,257.404   793,736.349   MT  0.99967149   +2 19 21.2
 MK0984;SPC NE       -   522,497.00  2,604,116.67   sFT  0.99967149   +2 19 21.2
 MK0984;UTM  14      - 4,565,552.261   709,975.969   MT  1.00014265   +1 39 03.2
 MK0984
 MK0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0984!SPC NE       -   0.99994663  x   0.99967149  =   0.99961814
 MK0984!UTM  14      -   0.99994663  x   1.00014265  =   1.00008927
 MK0984
 MK0984:                Primary Azimuth Mark                     Grid Az
 MK0984:SPC NE       -  STORM                                    069 36 39.3
 MK0984:UTM  14      -  STORM                                    070 16 57.3
 MK0984
 MK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0997565552(NAD 83)
 MK0984
 MK0984|---------------------------------------------------------------------|
 MK0984| PID    Reference Object                     Distance      Geod. Az  |
 MK0984|                                                           dddmmss.s |
 MK0984| MK2015 MEAD ALMA LUTH CH SPIRE             APPROX. 1.3 KM 0160822.4 |
 MK0984| MK2016 STORM                               APPROX. 4.5 KM 0715600.5 |
 MK0984| MK0982 ARMA RM 1                             6.102 METERS 08934     |
 MK0984| MK0983 ARMA RM 2                             6.398 METERS 26940     |
 MK0984| MK0985 ARMA RM 3                            24.000 METERS 27324     |
 MK0984| MK0981 ARMA AZ MK                                         3223354.9 |
 MK0984| MK0986 ARMA RM 4                            28.680 METERS 35830     |
 MK0984|---------------------------------------------------------------------|
 MK0984
 MK0984                          SUPERSEDED SURVEY CONTROL
 MK0984
 MK0984  NAD 83(1986)-  41 12 50.85544(N)    096 29 43.03477(W) AD(       ) 2
 MK0984  NGVD 29 (??/??/92)  367.160  (m)         1204.59   (f) ADJ UNCH    2 0
 MK0984
 MK0984.Superseded values are not recommended for survey control.
 MK0984
 MK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0984.See file dsdata.pdf to determine how the superseded data were derived.
 MK0984
 MK0984_MARKER: DS = TRIANGULATION STATION DISK
 MK0984_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0984_SP_SET: CONCRETE LOADING DOCK
 MK0984_STAMPING: ARMA 1961
 MK0984_MARK LOGO: CGS
 MK0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0984
 MK0984  HISTORY     - Date     Condition        Report By
 MK0984  HISTORY     - 1961     MONUMENTED       CGS
 MK0984  HISTORY     - 20100503 GOOD             INDIV
 MK0984
 MK0984                          STATION DESCRIPTION
 MK0984
 MK0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0984'1.4 MI SW FROM MEAD.
 MK0984'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0984'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0984'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0984'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0984'BUILDING, 23 FEET EAST OF THE NORTHWEST CORNER OF THE ARMA
 MK0984'BUILDING, 7.2 FEET SOUTH OF THE NORTH EDGE OF A LOADING DOCK,
 MK0984'3.6 FEET NORTH OF THE CENTER OF THE DOOR A1, SET IN CONCRETE
 MK0984'OF THIS CONCRETE LOADING DOCK.
 MK0984
 MK0984                          STATION RECOVERY (2010)
 MK0984
 MK0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK0984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0981 ***********************************************************************
 MK0981  DESIGNATION -  ARMA AZ MK
 MK0981  PID         -  MK0981
 MK0981  STATE/COUNTY-  NE/SAUNDERS
 MK0981  COUNTRY     -  US
 MK0981  USGS QUAD   -  MEAD (2017)
 MK0981
 MK0981                         *CURRENT SURVEY CONTROL
 MK0981  ______________________________________________________________________
 MK0981* NAD 83(1986) POSITION- 41 13 00.     (N) 096 29 51.     (W)   SCALED
 MK0981* NAVD 88 ORTHO HEIGHT -   366.909 (meters)     1203.77  (feet) ADJUSTED
 MK0981  ______________________________________________________________________
 MK0981  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 MK0981  DYNAMIC HEIGHT  -        366.739 (meters)     1203.21  (feet) COMP
 MK0981  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 MK0981
 MK0981  VERT ORDER      -  SECOND    CLASS 0
 MK0981
 MK0981.The horizontal coordinates were scaled from a map and have
 MK0981.an estimated accuracy of +/- 6 seconds.
 MK0981
 MK0981.The orthometric height was determined by differential leveling and
 MK0981.adjusted by the NATIONAL GEODETIC SURVEY
 MK0981.in June 1991.
 MK0981
 MK0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0981.GEOID18 height accuracy estimate available here.
 MK0981
 MK0981.Click photographs - Photos may exist for this station.
 MK0981
 MK0981.The dynamic height is computed by dividing the NAVD 88
 MK0981.geopotential number by the normal gravity value computed on the
 MK0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0981.degrees latitude (g = 980.6199 gals.).
 MK0981
 MK0981.The modeled gravity was interpolated from observed gravity values.
 MK0981
 MK0981;                    North         East    Units  Estimated Accuracy
 MK0981;SPC NE       -   159,530.      793,540.      MT  (+/- 180 meters Scaled)
 MK0981
 MK0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL097658(NAD 83)
 MK0981
 MK0981                          SUPERSEDED SURVEY CONTROL
 MK0981
 MK0981  NGVD 29 (??/??/92)  366.772  (m)         1203.32   (f) ADJ UNCH    2 0
 MK0981
 MK0981.Superseded values are not recommended for survey control.
 MK0981
 MK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0981.See file dsdata.pdf to determine how the superseded data were derived.
 MK0981
 MK0981_MARKER: DZ = AZIMUTH MARK DISK
 MK0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0981_STAMPING: ARMA 1961
 MK0981_MARK LOGO: CGS
 MK0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0981+STABILITY: SURFACE MOTION
 MK0981
 MK0981  HISTORY     - Date     Condition        Report By
 MK0981  HISTORY     - 1961     MONUMENTED       CGS
 MK0981
 MK0981                          STATION DESCRIPTION
 MK0981
 MK0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0981'1.4 MI SW FROM MEAD.
 MK0981'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK0981'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE SOUTH
 MK0981'ALONG A GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD,
 MK0981'THENCE 0.2 MILE SOUTH ALONG AN ABANDED ENTRANCE TO AIR BASE, 85.7
 MK0981'FEET NORTHWEST OF A FIRE HYDRANT, 18 FEET NORTHWEST OF A POLE
 MK0981'WITH GUY WIRES, 2.4 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 MK0981'1 FOOT SOUTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST,
 MK0981'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0982 ***********************************************************************
 MK0982  DESIGNATION -  ARMA RM 1
 MK0982  PID         -  MK0982
 MK0982  STATE/COUNTY-  NE/SAUNDERS
 MK0982  COUNTRY     -  US
 MK0982  USGS QUAD   -  MEAD (2017)
 MK0982
 MK0982                         *CURRENT SURVEY CONTROL
 MK0982  ______________________________________________________________________
 MK0982* NAD 83(1986) POSITION- 41 12 50.85   (N) 096 29 42.77   (W)   HD_HELD1
 MK0982* NAVD 88 ORTHO HEIGHT -   367.305 (meters)     1205.07  (feet) ADJUSTED
 MK0982  ______________________________________________________________________
 MK0982  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 MK0982  DYNAMIC HEIGHT  -        367.135 (meters)     1204.51  (feet) COMP
 MK0982  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 MK0982
 MK0982  VERT ORDER      -  SECOND    CLASS 0
 MK0982
 MK0982.The horizontal coordinates were determined by differentially corrected
 MK0982.hand held GPS observations or other comparable positioning techniques
 MK0982.and have an estimated accuracy of +/- 3 meters.
 MK0982
 MK0982.The orthometric height was determined by differential leveling and
 MK0982.adjusted by the NATIONAL GEODETIC SURVEY
 MK0982.in June 1991.
 MK0982
 MK0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0982.GEOID18 height accuracy estimate available here.
 MK0982
 MK0982.Click photographs - Photos may exist for this station.
 MK0982
 MK0982.The dynamic height is computed by dividing the NAVD 88
 MK0982.geopotential number by the normal gravity value computed on the
 MK0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0982.degrees latitude (g = 980.6199 gals.).
 MK0982
 MK0982.The modeled gravity was interpolated from observed gravity values.
 MK0982
 MK0982;                    North         East    Units  Estimated Accuracy
 MK0982;SPC NE       -   159,257.8     793,742.4     MT  (+/- 3 meters HH1 GPS) 
 MK0982
 MK0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0998265552(NAD 83)
 MK0982
 MK0982                          SUPERSEDED SURVEY CONTROL
 MK0982
 MK0982  NGVD 29 (??/??/92)  367.168  (m)         1204.62   (f) ADJ UNCH    2 0
 MK0982
 MK0982.Superseded values are not recommended for survey control.
 MK0982
 MK0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0982.See file dsdata.pdf to determine how the superseded data were derived.
 MK0982
 MK0982_MARKER: DR = REFERENCE MARK DISK
 MK0982_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0982_SP_SET: CONCRETE LOADING DOCK
 MK0982_STAMPING: ARMA NO 1 1961
 MK0982_MARK LOGO: CGS
 MK0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0982
 MK0982  HISTORY     - Date     Condition        Report By
 MK0982  HISTORY     - 1961     MONUMENTED       CGS
 MK0982
 MK0982                          STATION DESCRIPTION
 MK0982
 MK0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0982'1.4 MI S FROM MEAD.
 MK0982'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0982'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILES
 MK0982'ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE, THENCE
 MK0982'0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA BUILDING, 42.9
 MK0982'FEET EAST OF THE NORTHWEST CORNER OF THE ARMA BUILDING, 20 FEET
 MK0982'EAST OF THE STATION, 7 FEET SOUTH OF THE NORTH EDGE OF THE
 MK0982'LOADING DOCK, 31.7 FEET NORTHWEST OF THE CENTER DOOR 2, 3 FEET
 MK0982'NORTH OF THE NORTH SIDE OF THE BUILDING, SET IN CONCRETE IN THE
 MK0982'CONCRETE LOADING DOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0983 ***********************************************************************
 MK0983  DESIGNATION -  ARMA RM 2
 MK0983  PID         -  MK0983
 MK0983  STATE/COUNTY-  NE/SAUNDERS
 MK0983  COUNTRY     -  US
 MK0983  USGS QUAD   -  MEAD (2017)
 MK0983
 MK0983                         *CURRENT SURVEY CONTROL
 MK0983  ______________________________________________________________________
 MK0983* NAD 83(1986) POSITION- 41 12 50.84   (N) 096 29 43.31   (W)   HD_HELD1
 MK0983* NAVD 88 ORTHO HEIGHT -   367.308 (meters)     1205.08  (feet) ADJUSTED
 MK0983  ______________________________________________________________________
 MK0983  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 MK0983  DYNAMIC HEIGHT  -        367.138 (meters)     1204.52  (feet) COMP
 MK0983  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 MK0983
 MK0983  VERT ORDER      -  SECOND    CLASS 0
 MK0983
 MK0983.The horizontal coordinates were determined by differentially corrected
 MK0983.hand held GPS observations or other comparable positioning techniques
 MK0983.and have an estimated accuracy of +/- 3 meters.
 MK0983
 MK0983.The orthometric height was determined by differential leveling and
 MK0983.adjusted by the NATIONAL GEODETIC SURVEY
 MK0983.in June 1991.
 MK0983
 MK0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0983.GEOID18 height accuracy estimate available here.
 MK0983
 MK0983.Click photographs - Photos may exist for this station.
 MK0983
 MK0983.The dynamic height is computed by dividing the NAVD 88
 MK0983.geopotential number by the normal gravity value computed on the
 MK0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0983.degrees latitude (g = 980.6199 gals.).
 MK0983
 MK0983.The modeled gravity was interpolated from observed gravity values.
 MK0983
 MK0983;                    North         East    Units  Estimated Accuracy
 MK0983;SPC NE       -   159,257.0     793,729.9     MT  (+/- 3 meters HH1 GPS) 
 MK0983
 MK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0996965551(NAD 83)
 MK0983
 MK0983                          SUPERSEDED SURVEY CONTROL
 MK0983
 MK0983  NGVD 29 (??/??/92)  367.170  (m)         1204.62   (f) ADJ UNCH    2 0
 MK0983
 MK0983.Superseded values are not recommended for survey control.
 MK0983
 MK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0983.See file dsdata.pdf to determine how the superseded data were derived.
 MK0983
 MK0983_MARKER: DR = REFERENCE MARK DISK
 MK0983_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0983_SP_SET: CONCRETE LOADING DOCK
 MK0983_STAMPING: ARMA NO 1 1961
 MK0983_MARK LOGO: CGS
 MK0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0983
 MK0983  HISTORY     - Date     Condition        Report By
 MK0983  HISTORY     - 1961     MONUMENTED       CGS
 MK0983
 MK0983                          STATION DESCRIPTION
 MK0983
 MK0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0983'1.4 MI S FROM MEAD.
 MK0983'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0983'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0983'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0983'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0983'BUILDING, 42.9 FEET EAST OF THE NORTHWEST CORNER OF THE ARMA
 MK0983'BUILDING, 20 FEET EAST OF THE STATION, 7 FEET SOUTH OF THE NORTH
 MK0983'EDGE OF LOADING DOCK, 31.7 FEET NORTHWEST OF THE CENTER OF
 MK0983'DOOR 2, 3 FEET NORTH OF THE NORTH SIDE OF THE BUILDING, SET IN
 MK0983'CONCRETE IN THE CONCRETE LOADING DOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0985 ***********************************************************************
 MK0985  DESIGNATION -  ARMA RM 3
 MK0985  PID         -  MK0985
 MK0985  STATE/COUNTY-  NE/SAUNDERS
 MK0985  COUNTRY     -  US
 MK0985  USGS QUAD   -  MEAD (2017)
 MK0985
 MK0985                         *CURRENT SURVEY CONTROL
 MK0985  ______________________________________________________________________
 MK0985* NAD 83(1986) POSITION- 41 12 50.89   (N) 096 29 44.06   (W)   HD_HELD1
 MK0985* NAVD 88 ORTHO HEIGHT -   367.048 (meters)     1204.22  (feet) ADJUSTED
 MK0985  ______________________________________________________________________
 MK0985  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 MK0985  DYNAMIC HEIGHT  -        366.878 (meters)     1203.67  (feet) COMP
 MK0985  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 MK0985
 MK0985  VERT ORDER      -  SECOND    CLASS 0
 MK0985
 MK0985.The horizontal coordinates were determined by differentially corrected
 MK0985.hand held GPS observations or other comparable positioning techniques
 MK0985.and have an estimated accuracy of +/- 3 meters.
 MK0985
 MK0985.The orthometric height was determined by differential leveling and
 MK0985.adjusted by the NATIONAL GEODETIC SURVEY
 MK0985.in June 1991.
 MK0985
 MK0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0985.GEOID18 height accuracy estimate available here.
 MK0985
 MK0985.Click photographs - Photos may exist for this station.
 MK0985
 MK0985.The dynamic height is computed by dividing the NAVD 88
 MK0985.geopotential number by the normal gravity value computed on the
 MK0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0985.degrees latitude (g = 980.6199 gals.).
 MK0985
 MK0985.The modeled gravity was interpolated from observed gravity values.
 MK0985
 MK0985;                    North         East    Units  Estimated Accuracy
 MK0985;SPC NE       -   159,257.8     793,712.4     MT  (+/- 3 meters HH1 GPS) 
 MK0985
 MK0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0995165552(NAD 83)
 MK0985
 MK0985                          SUPERSEDED SURVEY CONTROL
 MK0985
 MK0985  NGVD 29 (??/??/92)  366.910  (m)         1203.77   (f) ADJ UNCH    2 0
 MK0985
 MK0985.Superseded values are not recommended for survey control.
 MK0985
 MK0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0985.See file dsdata.pdf to determine how the superseded data were derived.
 MK0985
 MK0985_MARKER: DR = REFERENCE MARK DISK
 MK0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0985_STAMPING: ARMA NO 3 1961
 MK0985_MARK LOGO: CGS
 MK0985_PROJECTION: FLUSH
 MK0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0985+STABILITY: SURFACE MOTION
 MK0985
 MK0985  HISTORY     - Date     Condition        Report By
 MK0985  HISTORY     - 1961     MONUMENTED       CGS
 MK0985
 MK0985                          STATION DESCRIPTION
 MK0985
 MK0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0985'1.4 MI S FROM MEAD.
 MK0985'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0985'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0985'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0985'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0985'BUILDING, 78 FEET WEST OF THE STATION, 47 FEET WEST OF THE
 MK0985'NORTHWEST CORNER OF THE BUILDING 0.8, SET IN TOP OF A SQUARE
 MK0985'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0986 ***********************************************************************
 MK0986  DESIGNATION -  ARMA RM 4
 MK0986  PID         -  MK0986
 MK0986  STATE/COUNTY-  NE/SAUNDERS
 MK0986  COUNTRY     -  US
 MK0986  USGS QUAD   -  MEAD (2017)
 MK0986
 MK0986                         *CURRENT SURVEY CONTROL
 MK0986  ______________________________________________________________________
 MK0986* NAD 83(1986) POSITION- 41 12 51.77   (N) 096 29 43.06   (W)   HD_HELD1
 MK0986* NAVD 88 ORTHO HEIGHT -   366.910 (meters)     1203.77  (feet) ADJUSTED
 MK0986  ______________________________________________________________________
 MK0986  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 MK0986  DYNAMIC HEIGHT  -        366.740 (meters)     1203.21  (feet) COMP
 MK0986  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 MK0986
 MK0986  VERT ORDER      -  SECOND    CLASS 0
 MK0986
 MK0986.The horizontal coordinates were determined by differentially corrected
 MK0986.hand held GPS observations or other comparable positioning techniques
 MK0986.and have an estimated accuracy of +/- 3 meters.
 MK0986
 MK0986.The orthometric height was determined by differential leveling and
 MK0986.adjusted by the NATIONAL GEODETIC SURVEY
 MK0986.in June 1991.
 MK0986
 MK0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0986.GEOID18 height accuracy estimate available here.
 MK0986
 MK0986.Click photographs - Photos may exist for this station.
 MK0986
 MK0986.The dynamic height is computed by dividing the NAVD 88
 MK0986.geopotential number by the normal gravity value computed on the
 MK0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0986.degrees latitude (g = 980.6199 gals.).
 MK0986
 MK0986.The modeled gravity was interpolated from observed gravity values.
 MK0986
 MK0986;                    North         East    Units  Estimated Accuracy
 MK0986;SPC NE       -   159,285.9     793,734.5     MT  (+/- 3 meters HH1 GPS) 
 MK0986
 MK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0997465580(NAD 83)
 MK0986
 MK0986                          SUPERSEDED SURVEY CONTROL
 MK0986
 MK0986  NGVD 29 (??/??/92)  366.772  (m)         1203.32   (f) ADJ UNCH    2 0
 MK0986
 MK0986.Superseded values are not recommended for survey control.
 MK0986
 MK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0986.See file dsdata.pdf to determine how the superseded data were derived.
 MK0986
 MK0986_MARKER: DR = REFERENCE MARK DISK
 MK0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0986_STAMPING: ARMA NO 4 1961
 MK0986_MARK LOGO: CGS
 MK0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0986+STABILITY: SURFACE MOTION
 MK0986
 MK0986  HISTORY     - Date     Condition        Report By
 MK0986  HISTORY     - 1961     MONUMENTED       CGS
 MK0986
 MK0986                          STATION DESCRIPTION
 MK0986
 MK0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0986'1.4 MI S FROM MEAD.
 MK0986'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK0986'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0986'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0986'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0986'BUILDING, 99 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING
 MK0986'O-8, 96 FEET NORTH OF THE STATION, SET IN TOP OF A SQUARE
 MK0986'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0079 ***********************************************************************
 MN0079  DESIGNATION -  ARP
 MN0079  PID         -  MN0079
 MN0079  STATE/COUNTY-  NE/CHEYENNE
 MN0079  COUNTRY     -  US
 MN0079  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0079
 MN0079                         *CURRENT SURVEY CONTROL
 MN0079  ______________________________________________________________________
 MN0079* NAD 83(1986) POSITION- 41 05 59.62   (N) 102 58 57.54   (W)   HD_HELD1
 MN0079* NAVD 88 ORTHO HEIGHT -  1307.457 (meters)     4289.55  (feet) ADJUSTED
 MN0079  ______________________________________________________________________
 MN0079  GEOID HEIGHT    -        -19.753 (meters)                     GEOID18
 MN0079  DYNAMIC HEIGHT  -       1306.523 (meters)     4286.48  (feet) COMP
 MN0079  MODELED GRAVITY -    979,864.0   (mgal)                       NAVD 88
 MN0079
 MN0079  VERT ORDER      -  SECOND    CLASS 0
 MN0079
 MN0079.This mark is at Sidney Municipal Airport (SNY)
 MN0079
 MN0079.The horizontal coordinates were determined by differentially corrected
 MN0079.hand held GPS observations or other comparable positioning techniques
 MN0079.and have an estimated accuracy of +/- 3 meters.
 MN0079
 MN0079.The orthometric height was determined by differential leveling and
 MN0079.adjusted by the NATIONAL GEODETIC SURVEY
 MN0079.in June 1991.
 MN0079
 MN0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0079.GEOID18 height accuracy estimate available here.
 MN0079
 MN0079.Click photographs - Photos may exist for this station.
 MN0079
 MN0079.The dynamic height is computed by dividing the NAVD 88
 MN0079.geopotential number by the normal gravity value computed on the
 MN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0079.degrees latitude (g = 980.6199 gals.).
 MN0079
 MN0079.The modeled gravity was interpolated from observed gravity values.
 MN0079
 MN0079;                    North         East    Units  Estimated Accuracy
 MN0079;SPC NE       -   144,941.5     249,562.4     MT  (+/- 3 meters HH1 GPS) 
 MN0079
 MN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6941051807(NAD 83)
 MN0079
 MN0079                          SUPERSEDED SURVEY CONTROL
 MN0079
 MN0079  NGVD 29 (??/??/92) 1306.855  (m)         4287.57   (f) ADJ UNCH    2 0
 MN0079
 MN0079.Superseded values are not recommended for survey control.
 MN0079
 MN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0079.See file dsdata.pdf to determine how the superseded data were derived.
 MN0079
 MN0079_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0079_STAMPING: ARP 1965
 MN0079_MARK LOGO: CGS
 MN0079_PROJECTION: FLUSH
 MN0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0079+STABILITY: SURFACE MOTION
 MN0079
 MN0079  HISTORY     - Date     Condition        Report By
 MN0079  HISTORY     - 1965     MONUMENTED       CGS
 MN0079  HISTORY     - 19890615 GOOD             NGS
 MN0079
 MN0079                          STATION DESCRIPTION
 MN0079
 MN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MN0079'2.5 MI S FROM SIDNEY.
 MN0079'THE STATION IS LOCATED ON THE SIDNEY MUNICIPAL AIRPORT ABOUT
 MN0079'2.5 MILES SOUTH OF SIDNEY AND IS A STANDARD TOPOGRAPHIC DISK
 MN0079'SET IN THE TOP OF A 10 IN SQUARE CONCRETE MONUMENT SET FLUSH
 MN0079'WITH THE GROUND AND STAMPED ARP 1965.  IT IS LOCATED ABOUT 97
 MN0079'FEET NW OF THE N EDGE OF THE NW-SE RUNWAY JUST S OF THE
 MN0079'INTERSECTION OF THE RUNWAY LIGHTS ON THE NORTH SIDE OF THE E-W
 MN0079'AND NW-SE RUNWAYS.  IT IS 3 FEET S OF THE E END OF THE WESTERLY
 MN0079'OF TWO RUNWAY MARKERS.
 MN0079
 MN0079                          STATION RECOVERY (1989)
 MN0079
 MN0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0079'LOCATED 97 FT (29.6 M) NW OF THE NORTH EDGE OF THE NE/SW RUNWAY, ABOUT
 MN0079'5 FT (1.5 M) WEST OF THE LAST RUNWAY LIGHT ON THE EW UNPAVED RUNWAY
 MN0079'EAST OF THE PAVED NW/SE RUNWAY, BETWEEN TWO BOUNDARY MARKERS.  A
 MN0079'STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 MN0079'THE GROUND AND STAMPED ARP 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0655 ***********************************************************************
 MN0655  CBN         -  This is a Cooperative Base Network Control Station.
 MN0655  PACS        -  This is a Primary Airport Control Station.
 MN0655  DESIGNATION -  ARP
 MN0655  PID         -  MN0655
 MN0655  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0655  COUNTRY     -  US
 MN0655  USGS QUAD   -  LAKE ALICE (2017)
 MN0655
 MN0655                         *CURRENT SURVEY CONTROL
 MN0655  ______________________________________________________________________
 MN0655* NAD 83(2011) POSITION- 41 52 33.64192(N) 103 35 54.96109(W)   ADJUSTED
 MN0655* NAD 83(2011) ELLIP HT-  1185.434 (meters)        (06/27/12)   ADJUSTED
 MN0655* NAD 83(2011) EPOCH   -  2010.00
 MN0655* NAVD 88 ORTHO HEIGHT -  1204.43  (meters)     3951.5   (feet) GPS OBS
 MN0655  ______________________________________________________________________
 MN0655  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MN0655  GEOID HEIGHT    -        -18.537 (meters)                     GEOID93
 MN0655  GEOID HEIGHT    -        -19.027 (meters)                     GEOID18
 MN0655  NAD 83(2011) X  - -1,118,478.201 (meters)                     COMP
 MN0655  NAD 83(2011) Y  - -4,623,728.985 (meters)                     COMP
 MN0655  NAD 83(2011) Z  -  4,236,150.849 (meters)                     COMP
 MN0655  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 MN0655
 MN0655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0655  Standards:
 MN0655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0655  -------------------------------------------------------------------
 MN0655  NETWORK    0.57   1.57           0.27   0.18   0.80     -0.05361426
 MN0655  -------------------------------------------------------------------
 MN0655  Click here for local accuracies and other accuracy information.
 MN0655
 MN0655.This mark is at William B Heilig Fld Airport (BFF)
 MN0655
 MN0655.The horizontal coordinates were established by GPS observations
 MN0655.and adjusted by the National Geodetic Survey in June 2012.
 MN0655
 MN0655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0655.been affixed to the stable North American tectonic plate. See 
 MN0655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0655
 MN0655.The horizontal coordinates are valid at the epoch date displayed above
 MN0655.which is a decimal equivalence of Year/Month/Day.
 MN0655
 MN0655.The orthometric height was determined by GPS observations and a
 MN0655.high-resolution geoid model.
 MN0655
 MN0655.GPS derived orthometric heights for airport stations designated as
 MN0655.PACS or SACS are published to 2 decimal places.  This maintains
 MN0655.centimeter relative accuracy between the PACS and SACS.  It does
 MN0655.not indicate centimeter accuracy relative to other marks which are
 MN0655.part of the published vertical control network.
 MN0655
 MN0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0655.GEOID18 height accuracy estimate available here.
 MN0655
 MN0655.Click photographs - Photos may exist for this station.
 MN0655
 MN0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0655
 MN0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0655
 MN0655.The ellipsoidal height was determined by GPS observations
 MN0655.and is referenced to NAD 83.
 MN0655
 MN0655. The following values were computed from the NAD 83(2011) position.
 MN0655
 MN0655;                    North         East     Units Scale Factor Converg.
 MN0655;SPC NE       -   233,004.570   201,457.132   MT  0.99967942   -2 23 05.2
 MN0655;SPC NE       -   764,449.16    660,947.27   sFT  0.99967942   -2 23 05.2
 MN0655;UTM  13      - 4,636,959.493   616,286.904   MT  0.99976640   +0 56 08.0
 MN0655
 MN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0655!SPC NE       -   0.99981411  x   0.99967942  =   0.99949359
 MN0655!UTM  13      -   0.99981411  x   0.99976640  =   0.99958055
 MN0655
 MN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1628636959(NAD 83)
 MN0655
 MN0655                          SUPERSEDED SURVEY CONTROL
 MN0655
 MN0655  NAD 83(2007)-  41 52 33.64170(N)    103 35 54.96207(W) AD(2002.00) 0
 MN0655  ELLIP H (02/10/07) 1185.462  (m)                       GP(2002.00)    
 MN0655  ELLIP H (09/24/01) 1185.448  (m)                       GP(       ) 4 1
 MN0655  NAD 83(1995)-  41 52 33.64101(N)    103 35 54.96198(W) AD(       ) B
 MN0655  ELLIP H (06/25/96) 1185.499  (m)                       GP(       ) 1 1
 MN0655  ELLIP H (01/07/93) 1185.766  (m)                       GP(       ) 4 2
 MN0655  NAD 83(1986)-  41 52 33.63161(N)    103 35 54.96081(W) AD(       ) 1
 MN0655  NGVD 29 (02/23/90) 1203.82   (m)  RAPSU86  model used  GPS OBS        
 MN0655
 MN0655.Superseded values are not recommended for survey control.
 MN0655
 MN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0655.See file dsdata.pdf to determine how the superseded data were derived.
 MN0655
 MN0655_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0655_STAMPING: ARP 1962
 MN0655_MARK LOGO: CGS
 MN0655_PROJECTION: FLUSH
 MN0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0655+STABILITY: SURFACE MOTION
 MN0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0655+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2011
 MN0655
 MN0655  HISTORY     - Date     Condition        Report By
 MN0655  HISTORY     - 1962     MONUMENTED       CGS
 MN0655  HISTORY     - 19850915 GOOD             NGS
 MN0655  HISTORY     - 19890630 GOOD             NGS
 MN0655  HISTORY     - 19950821 GOOD             NGS
 MN0655  HISTORY     - 19970724 GOOD             NGS
 MN0655  HISTORY     - 20090316 GOOD             NEDR
 MN0655  HISTORY     - 20100606 GOOD             WOOLPT
 MN0655  HISTORY     - 20111007 GOOD             WOOLPT
 MN0655
 MN0655                          STATION DESCRIPTION
 MN0655
 MN0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0655'THIS STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT,
 MN0655'BETWEEN RUNWAY 12/30 AND THE PARALLEL TAXIWAY.  IT IS 289.3 FT (88.2
 MN0655'M) SOUTH OF RUNWAY 12/30 AND 147.6 FT (45.0 M) NORTH OF THE EDGE OF
 MN0655'THE PARALLEL TAXIWAY.  IT IS 288.6 FT (88.0 M) SOUTH OF THE 6TH RUNWAY
 MN0655'LIGHT AND 306.2 FT (93.3 M) SOUTH OF THE 5TH RUNWAY LIGHT WEST OF
 MN0655'RUNWAY 5/23.  IT IS ALSO 204.1 FT (62.2 M) NORTH OF THE 6TH TAXIWAY
 MN0655'LIGHT AND 143.4 FT (43.7 M) NORTH OF THE 5TH TAXIWAY LIGHT WEST OF
 MN0655'RUNWAY 5/23.  IT IS A STANDARD TOPO DISK STAMPED ARP 1962.
 MN0655
 MN0655                          STATION RECOVERY (1989)
 MN0655
 MN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0655'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF
 MN0655'SCOTTSBLUFF, AT THE SCOTTSBLUFF COUNTY, WILLIIAM B. HEILIG FIELD
 MN0655'AIRPORT, IN THE MEDIAN SEPERATING RUNWAY 12-30 AND TAXIWAY B, ABOUT
 MN0655'0.27 KM (0.15 MI) NORTHWEST OF RUNWAY 5-23.  OWNERSHIP--SCOTTS BLUFF
 MN0655'COUNTY, P.O. BOX 799, SCOTTSBLUFF NE 69361.  AIRPORT MANAGER IS
 MN0655'WILLIAM B. HEILIG, TELTPHONE 308-632-5331.
 MN0655'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26 AND STATE
 MN0655'HIGHWAY 71 ABOUT 4 KM (2.50 MI) NORTHEAST OF SCOTTSBLUFF, GO EAST ON
 MN0655'US HIGHWAY 26 AND STATE HIGHWAY 71 FOR 1.61 KM (1.00 MI) TO THE
 MN0655'JUNCTION OF STATE HIGHWAY 71 BUSINESS.  CONTINUE EAST ON US HIGHWAY 26
 MN0655'FOR 5.78 KM (3.60 MI) TO A CROSSROAD AND GRAIN ELEVATOR ON THE RIGHT.
 MN0655'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 2.73 KM (1.70 MI) TO A ROAD
 MN0655'RIGHT, NEAR AN AIRPORT BEACON LIGHT.  TURN RIGHT AND GO EASTERLY ON A
 MN0655'PAVED ROAD FOR 0.24 KM (0.15 MI) TO A GATE ON THE LEFT BETWEEN THE
 MN0655'TERMIAL BUILDING AND FIRE HOUSE.  TURN LEFT AND GO NORTHEAST THROUGH
 MN0655'THE GATE THEN CROSSING AN APRON FOR 0.19 KM (0.10 MI) TO TAXIWAY B.
 MN0655'TURN LEFT AND GO NORTHWEST ON TAXIWAY B CROSSING RUNWAY 5-23 FOR 0.64
 MN0655'KM (0.40 MI) TO STATION ON THE RIGHT.
 MN0655'THE STATION MARK IS 87.5 M (287.1 FT) SOUTHEAST OF THE RUNWAY EDGE,
 MN0655'61.3 M (201.1 FT) NORTHEAST OF THE EDGE OF TAXIWAY B, 43.5 M
 MN0655'(142.7 FT) EAST-NORTHEAST OF THE FIFTH TAXIWAY LIGHT NORTHWEST OF
 MN0655'RUNWAY 5-23 SIGN, 45.0 M (147.6 FT) EAST OF THE SIXTH LIGHT, 0.4 M
 MN0655'(1.3 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND FLUSH WTH THE
 MN0655'GROUND.
 MN0655'DESCRIBED BY R.D.BALL.
 MN0655
 MN0655                          STATION RECOVERY (1995)
 MN0655
 MN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0655'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 MN0655'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 MN0655'COUNTY/WILLIAM B. HEILIG FIELD AND IN THE GRASS MEDIAN NORTHWEST OF
 MN0655'THE INTERSECTION OF THE TWO RUNWAYS.  OWNERSHIP--SCOTTS BLUFF COUNTY,
 MN0655'BOX 690, GERING NE 69341.  AIRPORT MANAGER IS RICK METER, PHONE (308)
 MN0655'436-6700 OR FRANK MAGNETICO, (308) 635-4362 (PAGER).  TO REACH THE
 MN0655'STATION FROM THE JUNCTION OF U.S. HIGHWAY 26, STATE HIGHWAY 71 NORTH
 MN0655'AND STATE HIGHWAY 71 BUSINESS ROUTE SOUTH (AVENUE I) ON THE NORTH SIDE
 MN0655'OF SCOTTSBLUFF, GO EASTERLY ON U.S. HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO
 MN0655'AN INTERSECTION AND A GRAIN ELEVATOR RIGHT, TURN LEFT AND GO EAST ON
 MN0655'HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO AN INTERSECTION, TURN LEFT AND GO
 MN0655'NORTH ON COUNTY ROAD 25 FOR 0.7 MI (1.1 KM) TO TO A ROAD RIGHT, TURN
 MN0655'RIGHT AND GO EAST ON ROBERTSON ROAD FOR 0.15 MI (0.24 KM) TO A GATE
 MN0655'LEFT, PASS THROUGH GATE AND GO NORTH-NORTHEAST ACROSS THE APRON FOR
 MN0655'0.1 MI (0.2 KM) TO A PARALLEL TAXIWAY (B), BEAR LEFT AND GO NORTHWEST
 MN0655'ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO RUNWAY 05/23,
 MN0655'CONTINUE AHEAD CROSSING THE RUNWAY AND GO NORTHWEST ON THE PARALLEL
 MN0655'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE STATION
 MN0655'IS 365.5 FT (111.4 M) SOUTHWEST OF THE RUNWAY CENTER, 204.3 FT (62.3
 MN0655'M) EAST OF A TAXIWAY LIGHT, 172.3 FT (52.5 M) NORTHEAST OF THE TAXIWAY
 MN0655'CENTER, 143.0 FT (43.6 M) NORTH-NORTHEAST OF A TAXIWAY LIGHT AND 1.4
 MN0655'FT (0.4 M) SOUTHEAST OF A WITNESS POST. NOTE--THIS STATION WAS USED AS
 MN0655'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0655
 MN0655                          STATION RECOVERY (1997)
 MN0655
 MN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0655'RECOVERED AS DESCRIBED.
 MN0655
 MN0655                          STATION RECOVERY (2009)
 MN0655
 MN0655'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (PJS)
 MN0655'NEW AIRPORT MANAGER IS DARWIN SKELETON, (308)635-4941 OR
 MN0655'(308)635-4362.
 MN0655
 MN0655                          STATION RECOVERY (2010)
 MN0655
 MN0655'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0655'RECOVERED AS DESCRIBED
 MN0655
 MN0655                          STATION RECOVERY (2011)
 MN0655
 MN0655'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 MN0655'RECOVERED IN GOOD CONDITION. AIRPORT MANAGER IS NOW MR. DARWIN SKELTON
 MN0655'
 MN0655'1-308-635-4941
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2155 ***********************************************************************
 MK2155  DESIGNATION -  ARP
 MK2155  PID         -  MK2155
 MK2155  STATE/COUNTY-  NE/PLATTE
 MK2155  COUNTRY     -  US
 MK2155  USGS QUAD   -  COLUMBUS (2017)
 MK2155
 MK2155                         *CURRENT SURVEY CONTROL
 MK2155  ______________________________________________________________________
 MK2155* NAD 83(1995) POSITION- 41 26 49.47787(N) 097 20 32.39745(W)   ADJUSTED
 MK2155* NAD 83(1995) ELLIP HT-   413.476 (meters)        (06/27/02)   ADJUSTED
 MK2155* NAVD 88 ORTHO HEIGHT -   438.7   (meters)     1439.    (feet) VERTCON
 MK2155  ______________________________________________________________________
 MK2155  GEOID HEIGHT    -        -25.368 (meters)                     GEOID18
 MK2155  NAD 83(1995) X  -   -611,917.181 (meters)                     COMP
 MK2155  NAD 83(1995) Y  - -4,748,919.005 (meters)                     COMP
 MK2155  NAD 83(1995) Z  -  4,200,041.962 (meters)                     COMP
 MK2155  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 MK2155  HORZ ORDER      -  FIRST
 MK2155  ELLP ORDER      -  FOURTH    CLASS I
 MK2155
 MK2155.This mark is at Columbus Municipal Airport (OLU)
 MK2155
 MK2155.The horizontal coordinates were established by GPS observations
 MK2155.and adjusted by the National Geodetic Survey in August 1997.
 MK2155
 MK2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2155
 MK2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2155.GEOID18 height accuracy estimate available here.
 MK2155
 MK2155.Click photographs - Photos may exist for this station.
 MK2155
 MK2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2155
 MK2155.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2155
 MK2155.The ellipsoidal height was determined by GPS observations
 MK2155.and is referenced to NAD 83.
 MK2155
 MK2155. The following values were computed from the NAD 83(1995) position.
 MK2155
 MK2155;                    North         East     Units Scale Factor Converg.
 MK2155;SPC NE       -   182,578.228   721,974.940   MT  0.99965912   +1 45 40.4
 MK2155;SPC NE       -   599,008.74  2,368,679.45   sFT  0.99965912   +1 45 40.4
 MK2155;UTM  14      - 4,589,714.888   638,468.517   MT  0.99983596   +1 05 50.7
 MK2155
 MK2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2155!SPC NE       -   0.99993515  x   0.99965912  =   0.99959429
 MK2155!UTM  14      -   0.99993515  x   0.99983596  =   0.99977112
 MK2155
 MK2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3846889714(NAD 83)
 MK2155
 MK2155                          SUPERSEDED SURVEY CONTROL
 MK2155
 MK2155  ELLIP H (03/16/99)  413.559  (m)                       GP(       ) 4 1
 MK2155  ELLIP H (08/18/97)  413.550  (m)                       GP(       ) 4 1
 MK2155  NAD 83(1986)-  41 26 49.48716(N)    097 20 32.40168(W) AD(       ) 1
 MK2155  NGVD 29 (02/23/90)  438.5    (m)  RAPSU86  model used  GPS OBS        
 MK2155
 MK2155.Superseded values are not recommended for survey control.
 MK2155
 MK2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2155.See file dsdata.pdf to determine how the superseded data were derived.
 MK2155
 MK2155_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2155_STAMPING: ARP 1969 OLU
 MK2155_MARK LOGO: CGS
 MK2155_PROJECTION: RECESSED 3 CENTIMETERS
 MK2155_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2155+STABILITY: SURFACE MOTION
 MK2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2155+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 MK2155
 MK2155  HISTORY     - Date     Condition        Report By
 MK2155  HISTORY     - 1969     MONUMENTED       CGS
 MK2155  HISTORY     - 19860615 GOOD             NGS
 MK2155  HISTORY     - 19890418 GOOD             NGS
 MK2155
 MK2155                          STATION DESCRIPTION
 MK2155
 MK2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2155'THE STATION IS LOCATED IN THE GRASS AREA BETWEEN RUNWAY 14/32 AND A
 MK2155'PARALLELING NW/SE TAXIWAY, 725 FT (221.0 M) SE OF THE CENTERLINE OF A
 MK2155'PERPENDICULAR TAXIWAY, 275 FT (83.8 M) NE OF THE PARALLELING TAXIWAY,
 MK2155'125.8 FT (38.3 M) SOUTH OF THE THIRD RUNWAY LIGHT SOUTH OF THE
 MK2155'PERPENDICULAR TAXIWAY, 88.6 FT (27.0 M) NW OF THE FOURTH RUNWAY LIGHT,
 MK2155'AND 49.4 FT (15.1 M) SW OF THE SW EDGE OF THE RUNWAY.  STATION IS A
 MK2155'STANDARD CGS TOPOGRAPHIC DISK STAMPED ARP 1969 OLU, SET IN A CONCRETE
 MK2155'MONUMENT THAT IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 MK2155
 MK2155                          STATION RECOVERY (1989)
 MK2155
 MK2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2155'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF COLUMBUS,
 MK2155'AT THE COLUMBUS MUNICIPAL AIRPORT NEAR THE MIDPOINT AND ALONG THE EDGE
 MK2155'OF RUNWAY 14-32.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOX 315,
 MK2155'COLUMBUS, NE 68601.  AIRPORT MANAGER IS JERRY SHULTZ, TELEPHONE
 MK2155'402-564-7377.
 MK2155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81, IN
 MK2155'NORTHWEST COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 1.59 KM (1.00 MI)
 MK2155'TO A CROSS STREET (18TH AVENUE).  TURN LEFT AND GO NORTH FOR 0.36 KM
 MK2155'(0.20 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.50 KM
 MK2155'(0.30 MI) TO A GATE ON THE RIGHT AND WHERE THE ROAD TURNS LEFT.  TURN
 MK2155'RIGHT AND PASS THROUGH THE GATE AND GO SOUTH, THEN EAST, THEN NORTH,
 MK2155'THEN EAST FOR 0.28 KM (0.15 MI) TO A TAXIWAY.  TURN LEFT AND GO
 MK2155'NORTHWEST ON THE TAXIWAY FOR 0.20 KM (0.10 MI) TO A CROSS TAXIWAY.
 MK2155'CONTINUE AHEAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 MK2155'THE STATION MARK IS SET ABOUT 221 M (725.1 FT) SOUTHEAST OF THE CENTER
 MK2155'OF THE MID-FIELD CONNECTOR, 38.5 M (126.3 FT) SOUTH-SOUTHEAST OF
 MK2155'RUNWAY LIGHT 53 R, 27.0 M (88.6 FT) NORH-NORTHWEST OF RUNWAY LIGHT 54
 MK2155'R AND 15.1 M (49.5 FT) SOUTHWEST OF THE RUNWAY EDGE.
 MK2155'DESCRIBED BY G.R.HEID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0656 ***********************************************************************
 MN0656  SACS        -  This is a Secondary Airport Control Station.
 MN0656  DESIGNATION -  ARP 2 SNY
 MN0656  PID         -  MN0656
 MN0656  STATE/COUNTY-  NE/CHEYENNE
 MN0656  COUNTRY     -  US
 MN0656  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0656
 MN0656                         *CURRENT SURVEY CONTROL
 MN0656  ______________________________________________________________________
 MN0656* NAD 83(2011) POSITION- 41 06 04.15419(N) 102 59 08.08144(W)   ADJUSTED
 MN0656* NAD 83(2011) ELLIP HT-  1286.717 (meters)        (06/27/12)   ADJUSTED
 MN0656* NAD 83(2011) EPOCH   -  2010.00
 MN0656* NAVD 88 ORTHO HEIGHT -  1306.47  (meters)     4286.3   (feet) GPS OBS
 MN0656  ______________________________________________________________________
 MN0656  NAVD 88 orthometric height was determined with geoid model    GEOID96
 MN0656  GEOID HEIGHT    -        -19.656 (meters)                     GEOID96
 MN0656  GEOID HEIGHT    -        -19.751 (meters)                     GEOID18
 MN0656  NAD 83(2011) X  - -1,081,774.843 (meters)                     COMP
 MN0656  NAD 83(2011) Y  - -4,691,068.447 (meters)                     COMP
 MN0656  NAD 83(2011) Z  -  4,171,740.701 (meters)                     COMP
 MN0656  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 MN0656
 MN0656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0656  Standards:
 MN0656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0656  -------------------------------------------------------------------
 MN0656  NETWORK    0.61   1.00           0.28   0.21   0.51     -0.06395428
 MN0656  -------------------------------------------------------------------
 MN0656  Click here for local accuracies and other accuracy information.
 MN0656
 MN0656.This mark is at Sidney Municipal Airport (SNY)
 MN0656
 MN0656.The horizontal coordinates were established by GPS observations
 MN0656.and adjusted by the National Geodetic Survey in June 2012.
 MN0656
 MN0656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0656.been affixed to the stable North American tectonic plate. See 
 MN0656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0656
 MN0656.The horizontal coordinates are valid at the epoch date displayed above
 MN0656.which is a decimal equivalence of Year/Month/Day.
 MN0656
 MN0656.The orthometric height was determined by GPS observations and a
 MN0656.high-resolution geoid model.
 MN0656
 MN0656.GPS derived orthometric heights for airport stations designated as
 MN0656.PACS or SACS are published to 2 decimal places.  This maintains
 MN0656.centimeter relative accuracy between the PACS and SACS.  It does
 MN0656.not indicate centimeter accuracy relative to other marks which are
 MN0656.part of the published vertical control network.
 MN0656
 MN0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0656.GEOID18 height accuracy estimate available here.
 MN0656
 MN0656.Click photographs - Photos may exist for this station.
 MN0656
 MN0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0656
 MN0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0656
 MN0656.The ellipsoidal height was determined by GPS observations
 MN0656.and is referenced to NAD 83.
 MN0656
 MN0656. The following values were computed from the NAD 83(2011) position.
 MN0656
 MN0656;                    North         East     Units Scale Factor Converg.
 MN0656;SPC NE       -   145,089.709   249,321.486   MT  0.99968339   -1 58 42.7
 MN0656;SPC NE       -   476,015.15    817,982.24   sFT  0.99968339   -1 58 42.7
 MN0656;UTM  13      - 4,551,941.532   669,161.484   MT  0.99995220   +1 19 28.5
 MN0656
 MN0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0656!SPC NE       -   0.99979821  x   0.99968339  =   0.99948166
 MN0656!UTM  13      -   0.99979821  x   0.99995220  =   0.99975042
 MN0656
 MN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6916151941(NAD 83)
 MN0656
 MN0656|---------------------------------------------------------------------|
 MN0656| PID    Reference Object                     Distance      Geod. Az  |
 MN0656|                                                           dddmmss.s |
 MN0656| MN0080 AP STA A                            368.846 METERS 32643     |
 MN0656|---------------------------------------------------------------------|
 MN0656
 MN0656                          SUPERSEDED SURVEY CONTROL
 MN0656
 MN0656  NAD 83(2007)-  41 06 04.15403(N)    102 59 08.08218(W) AD(2002.00) 0
 MN0656  ELLIP H (02/10/07) 1286.747  (m)                       GP(2002.00)    
 MN0656  ELLIP H (12/18/01) 1286.720  (m)                       GP(       ) 4 2
 MN0656  NAD 83(1995)-  41 06 04.15353(N)    102 59 08.08195(W) AD(       ) 1
 MN0656  ELLIP H (08/21/98) 1286.759  (m)                       GP(       ) 4 2
 MN0656  NAD 83(1995)-  41 06 04.15332(N)    102 59 08.08462(W) AD(       ) 1
 MN0656  ELLIP H (08/18/97) 1286.765  (m)                       GP(       ) 4 1
 MN0656  NAD 83(1993)-  41 06 04.15329(N)    102 59 08.08463(W) AD(       ) 1
 MN0656  NAD 83(1992)-  41 06 04.14755(N)    102 59 08.08485(W) AD(       ) 1
 MN0656  ELLIP H (01/07/93) 1286.916  (m)                       GP(       ) 4 2
 MN0656  NAD 83(1986)-  41 06 04.14590(N)    102 59 08.08458(W) AD(       ) 1
 MN0656  NGVD 29 (02/23/90) 1305.98   (m)  RAPSU86  model used  GPS OBS        
 MN0656
 MN0656.Superseded values are not recommended for survey control.
 MN0656
 MN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0656.See file dsdata.pdf to determine how the superseded data were derived.
 MN0656
 MN0656_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0656_STAMPING: ARP 2 SNY 1968
 MN0656_MARK LOGO: CGS
 MN0656_PROJECTION: FLUSH
 MN0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0656+STABILITY: SURFACE MOTION
 MN0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0656+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2010
 MN0656
 MN0656  HISTORY     - Date     Condition        Report By
 MN0656  HISTORY     - 1968     MONUMENTED       CGS
 MN0656  HISTORY     - 19800627 GOOD             NGS
 MN0656  HISTORY     - 19890728 GOOD
 MN0656  HISTORY     - 19900615 GOOD             NGS
 MN0656  HISTORY     - 19950818 GOOD             NGS
 MN0656  HISTORY     - 19970728 GOOD             NGS
 MN0656  HISTORY     - 20100604 GOOD             WOOLPT
 MN0656  HISTORY     - 20100613 GOOD             WOOLPT
 MN0656
 MN0656                          STATION DESCRIPTION
 MN0656
 MN0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MN0656'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHEAST OF SIDNEY,
 MN0656'AT THE SIDNEY MUNICIPAL AIRPORT, ON THE SOUTHWEST SIDE OF RUNWAY
 MN0656'12-30, ON THE EXTENDED NORTH EDGE OF A RAMP THAT CONNECTS A RUNWAY AND
 MN0656'APRON.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, SIDNEY, NE 69162.
 MN0656'AIRPORT MANAGER IS ED NELSON, TELEPHONE 308-254-5668.
 MN0656'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MN0656'HIGHWAY 385 (EXIT 59) FOR THE EAST EXIT TO SIDNEY, GO SOUTH ON A PAVED
 MN0656'THEN GRAVEL ROAD FOR 0.83 KM (0.50 MI) TO A T-ROAD.  TURN RIGHT AND GO
 MN0656'WEST ALONG A GRAVEL ROAD FOR 2.04 KM (1.25 MI) TO A PAVED CROSSROAD.
 MN0656'CONTINUE WEST FOR 0.34 KM (0.20 MI) TO A REVERSE FORK RIGHT.  CONTINUE
 MN0656'WESTERLY ON A PAVED WINDING ROAD FOR 0.85 KM (0.55 MI) TO ROAD END
 MN0656'AT AN AIRPORT GATE JUST PAST A TERMIAL BUILDING.  PASS THROUGH THE
 MN0656'GATE AND GO SOUTHWEST FOR 0.36 KM (0.20 MI) TO RUNWAY 12-30.  CROSS
 MN0656'THE RUNWAY TO THE STATION ABOUT PARALLEL WITH THE NORTHWEST EDGE OF
 MN0656'THE RAMP.
 MN0656'THE STATION MARK IS 39.9 M (130.9 FT) WEST-NORTHWEST OF A RUNWAY
 MN0656'LIGHT, 23.5 M (77.1 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 15.2 M
 MN0656'(49.9 FT) SOUTH-SOUTHWEST OF THE RUNWAY CENTERLINE AND RECESSED ABOUT
 MN0656'8 CM.
 MN0656'DESCRIBED BY R.D. BALL.
 MN0656
 MN0656                          STATION RECOVERY (1989)
 MN0656
 MN0656'RECOVERED 1989
 MN0656'RECOVERED IN GOOD CONDITION.
 MN0656
 MN0656                          STATION RECOVERY (1990)
 MN0656
 MN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MN0656'LOCATED AT THE APPROXIMATE CENTER OF THE FIELD 50 FT (15.2 M) SW OF
 MN0656'THE SOUTHERN EDGE OF THE NW/SE RUNWAY, DIRECTLY ACROSS FROM THE
 MN0656'NORTHERN EDGE OF THE NE/SW TAXIWAY.  A STANDARD TOPO DISK SET IN THE
 MN0656'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 2
 MN0656'1968 SNY.
 MN0656
 MN0656                          STATION RECOVERY (1995)
 MN0656
 MN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0656'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LORENZO, 3.0
 MN0656'MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY, AT THE SIDNEY MUNICIPAL AIRPORT
 MN0656'AND IN LINE WITH THE EXTENDED NORTHWEST EDGE OF THE MIDFIELD CONNECTOR
 MN0656'TAXIWAY.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ROUTE 2, BOX 7, SIDNEY
 MN0656'NE 69162.  AIRPORT MANAGER IS ED NELSON, PHONE (308) 254-5668.  TO
 MN0656'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80, US HIGHWAY 385
 MN0656'NORTH AND COUNTY ROAD 115 SOUTH (EXIT 59) SOUTHEAST OF SIDNEY, GO
 MN0656'SOUTH ON A PAVED THEN GRAVEL ROAD (CR115) FOR 0.5 MI (0.8 KM) TO A
 MN0656'T-JUNCTION, TURN RIGHT AND GO WEST ON A GRAVEL ROAD (CR16) FOR 1.25 MI
 MN0656'(2.01 KM) TO A PAVED INTERSECTION, CONTINUE AHEAD AND GO WEST ON
 MN0656'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A REVERSE FORK RIGHT, CONTINUE
 MN0656'AHEAD AND GO WEST THEN SOUTH FOLLOWING PAVED ROAD FOR 0.55 MI (0.89
 MN0656'KM) TO THE ROAD END AND A GATE JUST PAST THE TERMINAL BUILDING, PASS
 MN0656'THROUGH GATE AND GO SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY
 MN0656'FOR 0.15 MI (0.24 KM) TO THE RUNWAY AND THE STATION AHEAD IN THE GRASS
 MN0656'ON THE SOUTHWEST SIDE OF THE RUNWAY.  THE STATION IS RECESSED 6 CM
 MN0656'BELOW GROUND.  LOCATED 130.5 FT (39.8 M) WEST-NORTHWEST OF A RUNWAY
 MN0656'LIGHT, 98.9 FT (30.1 M) SOUTHWEST OF THE RUNWAY CENTER AND 76.3 FT
 MN0656'(23.3 M) SOUTH-SOUTHEAST OF A RUNWAY LIGHT.  THIS STATION TO BE USED
 MN0656'AS SACS.
 MN0656
 MN0656                          STATION RECOVERY (1997)
 MN0656
 MN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0656'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT, IN LINE WITH
 MN0656'THE EXTENDED NORTHWEST EDGE OF THE MIDFIELD CONNECTING TAXIWAY FOR
 MN0656'RUNWAY 12-30.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ED NELSON, AIRPORT
 MN0656'MANAGER, 11149 RD 16, SIDNEY, NE 69162.  THE PHONE NUMBER IS (308)
 MN0656'254-5668.  TO REACH THE STATION FROM THE INTERSECTION OF U S
 MN0656'INTERSTATE HIGHWAY 80 AND U S HIGHWAY 385 ON THE SOUTHEAST SIDE OF
 MN0656'SIDNEY, GO NORTH FOR 0.25 MI (0.40 KM) ON THE U S HIGHWAY TO THE
 MN0656'INTERSECTION WITH A PAVED ROAD LEFT, TURN LEFT AND GO EASTERLY FOR 1.5
 MN0656'MI (2.4 KM) ON OLD POST ROAD AND COUNTY ROAD 19A TO THE INTERSECTION
 MN0656'WITH COUNTY ROAD 113 LEFT, TURN LEFT AND GO EAST THEN SOUTH FOR 0.2 MI
 MN0656'(0.3 KM) ON COUNTY ROAD 113 TO A FORK RIGHT, TURN RIGHT AND GO
 MN0656'WESTERLY FOR 0.7 MI (1.1 KM) ON THE PAVED AIRPORT ENTRANCE ROAD TO A
 MN0656'PAVED ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.2 MI (0.3 KM)
 MN0656'CONTINUING ON THE PAVED AIRPORT ENTRANCE ROAD TO A GATE AND THE
 MN0656'AIRPORT OPERATIONS OFFICE ON THE LEFT,PASS THROUGH THE GATE AND GO
 MN0656'SOUTHWEST ACCROSS THE APRON AND ON A CONNECTING TAXIWAY FOR 0.15 MI
 MN0656'(0.24 KM) TO THE STATION AHEAD AFTER CROSSING RUNWAY 12-30.  THE
 MN0656'STATION IS LOCATED 130.5 FT (39.8 M) WEST-NORTHWEST OF A RUNWAY LIGHT,
 MN0656'98.9 FT (30.1 M) SOUTHWEST OF THE RUNWAY CENTER, 76.3 FT (23.3 M)
 MN0656'SOUTH-SOUTHEAST OF A RUNWAY LIGHT, AND THE MONUMENT IS RECESSED 0.2 FT
 MN0656'(6.1 CM) BELOW THE GROUND SURFACE.  THIS STATION USED AS A SACS.
 MN0656
 MN0656                          STATION RECOVERY (2010)
 MN0656
 MN0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0656'RECOVERED AS DESCRIBED
 MN0656
 MN0656                          STATION RECOVERY (2010)
 MN0656
 MN0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0656'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0743 ***********************************************************************
 NP0743  SACS        -  This is a Secondary Airport Control Station.
 NP0743  DESIGNATION -  ARP CDR
 NP0743  PID         -  NP0743
 NP0743  STATE/COUNTY-  NE/DAWES
 NP0743  COUNTRY     -  US
 NP0743  USGS QUAD   -  CHADRON WEST (2017)
 NP0743
 NP0743                         *CURRENT SURVEY CONTROL
 NP0743  ______________________________________________________________________
 NP0743* NAD 83(2011) POSITION- 42 50 15.05291(N) 103 05 43.15738(W)   ADJUSTED
 NP0743* NAD 83(2011) ELLIP HT-   982.488 (meters)        (06/27/12)   ADJUSTED
 NP0743* NAD 83(2011) EPOCH   -  2010.00
 NP0743* NAVD 88 ORTHO HEIGHT -  1000.38  (meters)     3282.1   (feet) GPS OBS
 NP0743  ______________________________________________________________________
 NP0743  NAVD 88 orthometric height was determined with an earlier geoid model
 NP0743  GEOID HEIGHT    -        -17.947 (meters)                     GEOID18
 NP0743  NAD 83(2011) X  - -1,061,480.967 (meters)                     COMP
 NP0743  NAD 83(2011) Y  - -4,563,130.546 (meters)                     COMP
 NP0743  NAD 83(2011) Z  -  4,314,950.904 (meters)                     COMP
 NP0743  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 NP0743
 NP0743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0743  Standards:
 NP0743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0743  -------------------------------------------------------------------
 NP0743  NETWORK    0.49   1.04           0.23   0.16   0.53     -0.08789366
 NP0743  -------------------------------------------------------------------
 NP0743  Click here for local accuracies and other accuracy information.
 NP0743
 NP0743.This mark is at Chadron Municipal Airport (CDR)
 NP0743
 NP0743.The horizontal coordinates were established by GPS observations
 NP0743.and adjusted by the National Geodetic Survey in June 2012.
 NP0743
 NP0743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0743.been affixed to the stable North American tectonic plate. See 
 NP0743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0743
 NP0743.The horizontal coordinates are valid at the epoch date displayed above
 NP0743.which is a decimal equivalence of Year/Month/Day.
 NP0743
 NP0743.The orthometric height was determined by GPS observations and a
 NP0743.high-resolution geoid model.
 NP0743
 NP0743.GPS derived orthometric heights for airport stations designated as
 NP0743.PACS or SACS are published to 2 decimal places.  This maintains
 NP0743.centimeter relative accuracy between the PACS and SACS.  It does
 NP0743.not indicate centimeter accuracy relative to other marks which are
 NP0743.part of the published vertical control network.
 NP0743
 NP0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0743.GEOID18 height accuracy estimate available here.
 NP0743
 NP0743.Click photographs - Photos may exist for this station.
 NP0743
 NP0743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0743
 NP0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0743
 NP0743.The ellipsoidal height was determined by GPS observations
 NP0743.and is referenced to NAD 83.
 NP0743
 NP0743. The following values were computed from the NAD 83(2011) position.
 NP0743
 NP0743;                    North         East     Units Scale Factor Converg.
 NP0743;SPC NE       -   338,100.329   247,012.328   MT  0.99992953   -2 03 04.5
 NP0743;SPC NE       - 1,109,250.83    810,406.28   sFT  0.99992953   -2 03 04.5
 NP0743;UTM  13      - 4,744,530.809   655,657.870   MT  0.99989809   +1 17 43.0
 NP0743
 NP0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0743!SPC NE       -   0.99984594  x   0.99992953  =   0.99977548
 NP0743!UTM  13      -   0.99984594  x   0.99989809  =   0.99974405
 NP0743
 NP0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5565744530(NAD 83)
 NP0743
 NP0743                          SUPERSEDED SURVEY CONTROL
 NP0743
 NP0743  NAD 83(2007)-  42 50 15.05273(N)    103 05 43.15849(W) AD(2002.00) 0
 NP0743  ELLIP H (02/10/07)  982.515  (m)                       GP(2002.00)    
 NP0743  NAD 83(1995)-  42 50 15.05645(N)    103 05 43.15989(W) AD(       ) 1
 NP0743  ELLIP H (01/08/02)  982.453  (m)                       GP(       ) 4 1
 NP0743  NAD 83(1995)-  42 50 15.05226(N)    103 05 43.15883(W) AD(       ) 1
 NP0743  ELLIP H (08/18/97)  982.511  (m)                       GP(       ) 4 1
 NP0743  NAD 83(1993)-  42 50 15.05213(N)    103 05 43.15880(W) AD(       ) 1
 NP0743  NAD 83(1986)-  42 50 15.04437(N)    103 05 43.15808(W) AD(       ) 1
 NP0743  NGVD 29 (02/23/90)  999.75   (m)  RAPSU86  model used  GPS OBS        
 NP0743
 NP0743.Superseded values are not recommended for survey control.
 NP0743
 NP0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0743.See file dsdata.pdf to determine how the superseded data were derived.
 NP0743
 NP0743_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0743_STAMPING: ARP 1969 CDR
 NP0743_MARK LOGO: CGS
 NP0743_PROJECTION: FLUSH
 NP0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0743+STABILITY: SURFACE MOTION
 NP0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0743+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1997
 NP0743
 NP0743  HISTORY     - Date     Condition        Report By
 NP0743  HISTORY     - 1969     MONUMENTED       CGS
 NP0743  HISTORY     - 19890713 GOOD             NGS
 NP0743  HISTORY     - 19910910 GOOD             NGS
 NP0743  HISTORY     - 19911001 GOOD             USFS
 NP0743  HISTORY     - 19940615 GOOD             NGS
 NP0743  HISTORY     - 19950826 GOOD             NGS
 NP0743  HISTORY     - 19970718 GOOD             NGS
 NP0743
 NP0743                          STATION DESCRIPTION
 NP0743
 NP0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0743'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF CHADRON, 1.1 KM
 NP0743'(0.70 MI) NORTH OF THE NEW US HIGHWAY 20, AT THE CHADRON MUNICIPAL
 NP0743'AIRPORT, ALONG RUNWAY 2-20.  OWNERSHIP--CITY OF CHADRON, CITY HALL,
 NP0743'234 MAIN STREET, CHADRON, NE 69337.  AIRPORT MAMAGER IS CARL DIERKS,
 NP0743'TELEPHONE 308-432-4444 0R 4053.
 NP0743'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 385 ON
 NP0743'THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20, 385 FOR 3.52 KM
 NP0743'(2.20 MI) TO A FORK.  KEEP LEFT AND GO WEST ON US HIGHWAY 20 FOR 1.38
 NP0743'KM (0.85 MI) TO A PAVED ROAD RIGHT, JUST PAST CHADRON.  TURN RIGHT AND
 NP0743'GO WEST ON THE PAVED ROAD FOR 1.55 KM (0.95 MI) TO THE AIRPORT
 NP0743'ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN LEFT ON A GRAVEL THEN DIRT
 NP0743'LANE PASSING SOUTH AND WEST OF A HANGAR FOR 0.14 KM (0.10 MI) TO AN
 NP0743'APRON.  BEAR RIGHT AND GO EAST ON THE APRON FOR 0.09 KM (0.05 MI) TO A
 NP0743'TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE TAXIWAY FOR 0.45 KM
 NP0743'(0.30 MI) TO RUNWAY 2-20.  TURN RIGHT AND GO NORTHEAST ALONG THE SIDE
 NP0743'OF THE RUNWAY FOR 0.28 KM (0.15 MI) TO A CROSS RUNWAY.  CONTINUE AHEAD
 NP0743'FOR 0.35 KM (0.20 MI) TO THE STATION .
 NP0743'THE STATION MARK IS 41.6 M (136.5 FT) SOUTH OF THE SEVENTH RUNWAY
 NP0743'LIGHT NORTHEAST OF THE JUNCTION OF THE RUNWAYS, 40.3 M (132.2 FT) EAST
 NP0743'OF THE SIXTH RUNWAY LIGHT, 34.4 M (112.9 FT) SOUTHEAST OF THE
 NP0743'SOUTHEAST EDGE OF RUNWAY 2-20, 0.2 M (0.7 FT) SOUTHWEST OF A CARSONITE
 NP0743'WITNESS AND 2 CM BELOW THE GROUND.
 NP0743'DESCRIBED R.D.BALL.
 NP0743
 NP0743                          STATION RECOVERY (1991)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NP0743'RECOVERED IN GOOD CONDITION.
 NP0743
 NP0743                          STATION RECOVERY (1991)
 NP0743
 NP0743'RECOVERY NOTE BY US FOREST SERVICE 1991
 NP0743'RECOVERED IN GOOD CONDITION.
 NP0743
 NP0743                          STATION RECOVERY (1994)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NP0743'THE STA IS LOCATED ON AIRPORT PROPERTY AT THE CENTER OF THE AIRPORT,
 NP0743'132.3 FT (40.3 M) NE OF A RWY LT, 6TH ONE NE OF THE INTERSECTION OF
 NP0743'RWYS.  136.6 FT (41.6 M) SSE OF A RWY LT.  7TH ONE NE OF THE
 NP0743'INTERSECTION RWYS, 100 FT (30.5 M) SE OF THE E EDGE OF RWY 2-20.
 NP0743'STATION IS STANDARD TOPO DISK SET IN CONCRETE FLUSH WITH THE GROUND,
 NP0743'STAMPED ARP 1969 CDR.
 NP0743
 NP0743                          STATION RECOVERY (1995)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0743'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 NP0743'WHITNEY, 5.0 MI (8.0 KM) WEST OF CHADRON AND AT THE CHADRON MUNICIPAL
 NP0743'AIRPORT.  OWNERSHIP--CITY OF CHADRON, CITY HALL, 234 MAIN STREET,
 NP0743'CHADRON NE 69337.  AIRPORT MANAGER IS BUID KRAEMER, PHONE (308)
 NP0743'432-4444.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 385
 NP0743'SOUTH AND 20 ON THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20/385
 NP0743'FOR 2.2 MI (3.5 KM) TO A FORK RIGHT (US 385 NORTH), CONTINUE AHEAD AND
 NP0743'GO WEST ON US HIGHWAY 20 FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT
 NP0743'(JUST AFTER CROSSING A BRIDGE), TURN RIGHT AND GO WEST FOLLOWING THE
 NP0743'PAVED ROAD FOR 0.95 MI (1.53 KM) TO THE AIRPORT ENTRANCE RIGHT, TURN
 NP0743'RIGHT, THEN LEFT AND GO WESTERLY ON A GRAVEL ROAD PASSING SOUTH AND
 NP0743'WEST OF A HANGAR FOR 0.1 MI (0.2 KM) TO A GATE AND THE APRON AHEAD,
 NP0743'PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON FOR
 NP0743'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE
 NP0743'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHEAST
 NP0743'ON THE RUNWAY FOR 0.15 MI (0.24 KM) TO A CROSS RUNWAY, CONTINUE AHEAD
 NP0743'AND GO NORTHEAST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON
 NP0743'THE RIGHT.  THE STATION IS RECESSED 3 CM BELOW GROUND.  LOCATED 150.0
 NP0743'FT (45.7 M) SOUTHEAST OF THE RUNWAY CENTER, 134.0 FT (40.8 M) EAST OF
 NP0743'THE SIXTH RUNWAY LIGHT (36) NORTHEAST OF THE RUNWAYS INTERSECTION,
 NP0743'133.8 FT (40.8 M) SOUTH OF THE SEVENTH RUNWAY LIGHT (38) NORTHEAST OF
 NP0743'THE RUNWAYS INTERSECTION, AND 1.4 FT (0.4 M) SOUTHWEST OF A WITNESS
 NP0743'POST.  THIS STATION TO BE USED AS SACS.
 NP0743
 NP0743                          STATION RECOVERY (1997)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0743'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0500 ***********************************************************************
 MM0500  FBN         -  This is a Federal Base Network Control Station.
 MM0500  PACS        -  This is a Primary Airport Control Station.
 MM0500  DESIGNATION -  ARP LBF
 MM0500  PID         -  MM0500
 MM0500  STATE/COUNTY-  NE/LINCOLN
 MM0500  COUNTRY     -  US
 MM0500  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0500
 MM0500                         *CURRENT SURVEY CONTROL
 MM0500  ______________________________________________________________________
 MM0500* NAD 83(2011) POSITION- 41 07 41.57819(N) 100 41 48.88418(W)   ADJUSTED
 MM0500* NAD 83(2011) ELLIP HT-   823.914 (meters)        (06/27/12)   ADJUSTED
 MM0500* NAD 83(2011) EPOCH   -  2010.00
 MM0500* NAVD 88 ORTHO HEIGHT -   846.22  (meters)     2776.3   (feet) GPS OBS
 MM0500  ______________________________________________________________________
 MM0500  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MM0500  GEOID HEIGHT    -        -22.067 (meters)                     GEOID93
 MM0500  GEOID HEIGHT    -        -22.262 (meters)                     GEOID18
 MM0500  NAD 83(2011) X  -   -893,146.568 (meters)                     COMP
 MM0500  NAD 83(2011) Y  - -4,728,241.323 (meters)                     COMP
 MM0500  NAD 83(2011) Z  -  4,173,701.024 (meters)                     COMP
 MM0500  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 MM0500
 MM0500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0500  Standards:
 MM0500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0500  -------------------------------------------------------------------
 MM0500  NETWORK    0.30   0.73           0.14   0.10   0.37     -0.02141825
 MM0500  -------------------------------------------------------------------
 MM0500  Click here for local accuracies and other accuracy information.
 MM0500
 MM0500.This mark is at North Platte Regional Airport (LBF)
 MM0500
 MM0500.The horizontal coordinates were established by GPS observations
 MM0500.and adjusted by the National Geodetic Survey in June 2012.
 MM0500
 MM0500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0500.been affixed to the stable North American tectonic plate. See 
 MM0500.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0500
 MM0500.The horizontal coordinates are valid at the epoch date displayed above
 MM0500.which is a decimal equivalence of Year/Month/Day.
 MM0500
 MM0500.The orthometric height was determined by GPS observations and a
 MM0500.high-resolution geoid model.
 MM0500
 MM0500.GPS derived orthometric heights for airport stations designated as
 MM0500.PACS or SACS are published to 2 decimal places.  This maintains
 MM0500.centimeter relative accuracy between the PACS and SACS.  It does
 MM0500.not indicate centimeter accuracy relative to other marks which are
 MM0500.part of the published vertical control network.
 MM0500
 MM0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0500.GEOID18 height accuracy estimate available here.
 MM0500
 MM0500.Click photographs - Photos may exist for this station.
 MM0500
 MM0500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0500
 MM0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0500
 MM0500.The ellipsoidal height was determined by GPS observations
 MM0500.and is referenced to NAD 83.
 MM0500
 MM0500. The following values were computed from the NAD 83(2011) position.
 MM0500
 MM0500;                    North         East     Units Scale Factor Converg.
 MM0500;SPC NE       -   144,001.325   441,498.279   MT  0.99968019   -0 27 42.6
 MM0500;SPC NE       -   472,444.35  1,448,482.27   sFT  0.99968019   -0 27 42.6
 MM0500;UTM  14      - 4,554,378.023   357,561.146   MT  0.99984971   -1 06 58.8
 MM0500
 MM0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0500!SPC NE       -   0.99987078  x   0.99968019  =   0.99955101
 MM0500!UTM  14      -   0.99987078  x   0.99984971  =   0.99972051
 MM0500
 MM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5756154378(NAD 83)
 MM0500
 MM0500                          SUPERSEDED SURVEY CONTROL
 MM0500
 MM0500  NAD 83(2007)-  41 07 41.57804(N)    100 41 48.88511(W) AD(2002.00) 0
 MM0500  ELLIP H (02/10/07)  823.940  (m)                       GP(2002.00)    
 MM0500  ELLIP H (07/10/01)  823.935  (m)                       GP(       ) 4 1
 MM0500  NAD 83(1995)-  41 07 41.57757(N)    100 41 48.88482(W) AD(       ) B
 MM0500  ELLIP H (06/25/96)  823.971  (m)                       GP(       ) 1 1
 MM0500  ELLIP H (01/07/93)  823.769  (m)                       GP(       ) 4 2
 MM0500  NAD 83(1986)-  41 07 41.57832(N)    100 41 48.88565(W) AD(       ) 1
 MM0500  NGVD 29 (02/23/90)  845.84   (m)  RAPSU86  model used  GPS OBS        
 MM0500
 MM0500.Superseded values are not recommended for survey control.
 MM0500
 MM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0500.See file dsdata.pdf to determine how the superseded data were derived.
 MM0500
 MM0500_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0500_STAMPING: ARP 1963
 MM0500_MARK LOGO: CGS
 MM0500_PROJECTION: FLUSH
 MM0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0500+STABILITY: SURFACE MOTION
 MM0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0500+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 MM0500
 MM0500  HISTORY     - Date     Condition        Report By
 MM0500  HISTORY     - 1963     MONUMENTED       CGS
 MM0500  HISTORY     - 19890630 GOOD             NGS
 MM0500  HISTORY     - 19950802 GOOD             NGS
 MM0500  HISTORY     - 19970804 GOOD             NGS
 MM0500  HISTORY     - 20000501 GOOD             NGS
 MM0500
 MM0500                          STATION DESCRIPTION
 MM0500
 MM0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MM0500'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF NORTH PLATTE, AT
 MM0500'THE LEE BIRD FIELD AIRPORT, IN THE MIDDLE OF THE AIRPORT, IN A
 MM0500'TRIANGLE FORMED BY THE RUNWAY INTERSECTIONS.  OWNERSHIP--NORTH PLATTE
 MM0500'AIRPORT AUTHORITY, P.O. BOX D 1517, NORTH PLATTE NE 69103. AIRPORT
 MM0500'MANAGER IS JOAN COOK, TELEPHONE 308-532-1900 OR 2547.  ESCORTS ARE
 MM0500'REQUIRED.
 MM0500'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 83 AND US HIGHWAY
 MM0500'30 IN NORTH PLATTE, GO EAST ON US HIGHWAY 30 FOR 5.5 KM (3.40 MI) TO
 MM0500'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 MM0500'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE.  NOTE=A KEY
 MM0500'IS REQUIRED TO OPEN THE GATE LOCATED AT THE NORTHWEST CORNER OF THE
 MM0500'AIRPORT.  FROM THE AIRPORT OFFICE GO WEST ALONG THE OLD HIGHWAY TO THE
 MM0500'GATE.  PASS THROUGH THE GATE ALONG OLD HIGHWAY, THEN MAKE WAY SOUTH TO
 MM0500'THE JUNCTION OF RUNWAY 8-26,THEN GO TO ABOUT THE MIDDLE OF THE RUNWAY
 MM0500'TO A TRACK ROAD.  THEN MAKE WAY SOUTH ALONG THE TRACK ROAD TO THE
 MM0500'MIDDLE OF A GRASSY TRIANGLE AREA AND THE STATION, ABOUT 85 M
 MM0500'(278.9 FT) SOUTHWEST OF A 10X10 FT. WHITE FIBERGLASS BUILDING TO THE
 MM0500'STATION.
 MM0500'THE STATION MARK IS 306.5 M (1003.9 FT) WEST OF RUNWAY LIGHT 3-43,
 MM0500'184.4 M (605.0 FT) NORTHEAST OF A RUNWAY LIGHT, 85.5 M (280.5 FT)
 MM0500'SOUTHWEST OF A CONCRETE BASE FOR AN ANTENNA, 1.0 M (3.3 FT) NORTH OF A
 MM0500'WOODEN FENCE POST, 0.18 M (0.6 FT) WEST OF A CARSONITE WITNESS POST
 MM0500'AND 3 CM BELOW THE GROUND.
 MM0500'STATION MARK IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED --ARP 1963--.
 MM0500'DESCRIBED BY R.D.BALL.
 MM0500
 MM0500                          STATION RECOVERY (1995)
 MM0500
 MM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0500'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0500'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 MM0500'AIRPORT AND NEAR THE CENTER OF A TRIANGLE FORMED BY RUNWAYS 12R/30L,
 MM0500'17/35 AND A EAST-WEST TAXIWAY (B).  OWNERSHIP--NORTH PLATTE AIRPORT
 MM0500'AUTHORITY, PO BOX 1517, NORTH PLATTE NE 69103.  AIRPORT MANAGER IS
 MM0500'KENT PENNEY, PHONE (308) 532-1900.  TO REACH THE STATION FROM THE
 MM0500'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3 MI
 MM0500'SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 MM0500'LINK FOR 1.85 MI (2.98 KM) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 MM0500'U.S. HIGHWAY 30 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 MM0500'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN
 MM0500'INTERSECTION AND THE AIRPORT OFFICE AHEAD, TURN LEFT AND GO EAST ON A
 MM0500'PAVED ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE, PASS THROUGH GATE
 MM0500'AND GO EAST ON A PAVED ROAD FOR ABOUT 150 FT (45.7 M) TO A FORK RIGHT,
 MM0500'BEAR RIGHT AND GO SOUTH ON THE APRON FOR 0.15 MI (0.24 KM) (CROSSING
 MM0500'TAXIWAY B) TO A CRUSHED ROCK ROAD LEADING SOUTH, CONTINUE AHEAD AND GO
 MM0500'SOUTH ON THE CRUSHED ROCK ROAD FOR 0.15 MI (0.24 KM) TO A WHITE
 MM0500'FIBERGLASS BUILDING ON THE RIGHT, PASS BY THE BUILDING THEN BEAR RIGHT
 MM0500'AND GO SOUTHWEST ACROSS THE GRASS FOR 0.05 MI (0.08 KM) TO THE
 MM0500'STATION.  THE STATION IS RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL,
 MM0500'280.5 FT (85.5 M) SOUTHWEST OF A CONCRETE ANTENNA BASE, 3.3 FT (1.0 M)
 MM0500'NORTH OF A WOODEN POST WITH A WITNESS POST PLAQUE AND 0.8 FT (24.4 CM)
 MM0500'WEST OF A WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA
 MM0500'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MM0500
 MM0500                          STATION RECOVERY (1997)
 MM0500
 MM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0500'RECOVERED AS DESCRIBED.
 MM0500
 MM0500                          STATION RECOVERY (2000)
 MM0500
 MM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MM0500'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE WHITE
 MM0500'FIBERGLASS BUILDING MENTIONED IN THE EARLIER TO REACH IS NO LONGER
 MM0500'THERE.  THE NEW AIRPORT MANAGER IS MIKE SHARKEY.  CALL IN ADVANCE TO
 MM0500'GET ACCESS TO THE FIELD.  PHONE 308-532-1900.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0524 ***********************************************************************
 LJ0524  SACS        -  This is a Secondary Airport Control Station.
 LJ0524  DESIGNATION -  ARP MCK
 LJ0524  PID         -  LJ0524
 LJ0524  STATE/COUNTY-  NE/RED WILLOW
 LJ0524  COUNTRY     -  US
 LJ0524  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0524
 LJ0524                         *CURRENT SURVEY CONTROL
 LJ0524  ______________________________________________________________________
 LJ0524* NAD 83(2011) POSITION- 40 12 21.84117(N) 100 35 25.65136(W)   ADJUSTED
 LJ0524* NAD 83(2011) ELLIP HT-   753.264 (meters)        (06/27/12)   ADJUSTED
 LJ0524* NAD 83(2011) EPOCH   -  2010.00
 LJ0524* NAVD 88 ORTHO HEIGHT -   777.264 (meters)     2550.07  (feet) ADJUSTED
 LJ0524  ______________________________________________________________________
 LJ0524  GEOID HEIGHT    -        -24.005 (meters)                     GEOID18
 LJ0524  NAD 83(2011) X  -   -896,616.161 (meters)                     COMP
 LJ0524  NAD 83(2011) Y  - -4,795,442.520 (meters)                     COMP
 LJ0524  NAD 83(2011) Z  -  4,095,973.195 (meters)                     COMP
 LJ0524  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 LJ0524  DYNAMIC HEIGHT  -        776.751 (meters)     2548.39  (feet) COMP
 LJ0524  MODELED GRAVITY -    979,939.5   (mgal)                       NAVD 88
 LJ0524
 LJ0524  VERT ORDER      -  SECOND    CLASS I
 LJ0524
 LJ0524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0524  Standards:
 LJ0524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0524  -------------------------------------------------------------------
 LJ0524  NETWORK    0.30   0.59           0.14   0.10   0.30      0.02235002
 LJ0524  -------------------------------------------------------------------
 LJ0524  Click here for local accuracies and other accuracy information.
 LJ0524
 LJ0524.This mark is at Mccook Municipal Airport (MCK)
 LJ0524
 LJ0524.The horizontal coordinates were established by GPS observations
 LJ0524.and adjusted by the National Geodetic Survey in June 2012.
 LJ0524
 LJ0524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0524.been affixed to the stable North American tectonic plate. See 
 LJ0524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0524
 LJ0524.The horizontal coordinates are valid at the epoch date displayed above
 LJ0524.which is a decimal equivalence of Year/Month/Day.
 LJ0524
 LJ0524.The orthometric height was determined by differential leveling and
 LJ0524.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0524.in July 2002.
 LJ0524
 LJ0524.No vertical observational check was made to the station.
 LJ0524
 LJ0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0524.GEOID18 height accuracy estimate available here.
 LJ0524
 LJ0524.Click photographs - Photos may exist for this station.
 LJ0524
 LJ0524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0524
 LJ0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0524
 LJ0524.The ellipsoidal height was determined by GPS observations
 LJ0524.and is referenced to NAD 83.
 LJ0524
 LJ0524.The dynamic height is computed by dividing the NAVD 88
 LJ0524.geopotential number by the normal gravity value computed on the
 LJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0524.degrees latitude (g = 980.6199 gals.).
 LJ0524
 LJ0524.The modeled gravity was interpolated from observed gravity values.
 LJ0524
 LJ0524. The following values were computed from the NAD 83(2011) position.
 LJ0524
 LJ0524;                    North         East     Units Scale Factor Converg.
 LJ0524;SPC NE       -    41,557.831   449,735.100   MT  0.99991321   -0 23 28.7
 LJ0524;SPC NE       -   136,344.32  1,475,505.91   sFT  0.99991321   -0 23 28.7
 LJ0524;UTM  14      - 4,451,841.953   364,644.964   MT  0.99982553   -1 01 36.7
 LJ0524
 LJ0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0524!SPC NE       -   0.99988185  x   0.99991321  =   0.99979507
 LJ0524!UTM  14      -   0.99988185  x   0.99982553  =   0.99970740
 LJ0524
 LJ0524:                Primary Azimuth Mark                     Grid Az
 LJ0524:SPC NE       -  ARP MCK AZ MK                            130 50 08.7
 LJ0524:UTM  14      -  ARP MCK AZ MK                            131 28 16.7
 LJ0524
 LJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6464451841(NAD 83)
 LJ0524
 LJ0524|---------------------------------------------------------------------|
 LJ0524| PID    Reference Object                     Distance      Geod. Az  |
 LJ0524|                                                           dddmmss.s |
 LJ0524| LJ0525 ARP MCK AZ MK                       APPROX. 0.9 KM 1302640.0 |
 LJ0524|---------------------------------------------------------------------|
 LJ0524
 LJ0524                          SUPERSEDED SURVEY CONTROL
 LJ0524
 LJ0524  NAD 83(2007)-  40 12 21.84101(N)    100 35 25.65230(W) AD(2002.00) 0
 LJ0524  ELLIP H (02/10/07)  753.291  (m)                       GP(2002.00)    
 LJ0524  ELLIP H (01/07/02)  753.264  (m)                       GP(       ) 4 1
 LJ0524  NAD 83(1995)-  40 12 21.84062(N)    100 35 25.65153(W) AD(       ) 1
 LJ0524  ELLIP H (09/17/98)  753.321  (m)                       GP(       ) 4 1
 LJ0524  NAD 83(1995)-  40 12 21.84223(N)    100 35 25.65017(W) AD(       ) 1
 LJ0524  ELLIP H (08/18/97)  753.250  (m)                       GP(       ) 4 1
 LJ0524  NAD 83(1986)-  40 12 21.84757(N)    100 35 25.65475(W) AD(       ) 1
 LJ0524  NAVD 88             777.26   (m)         2550.1    (f) LEVELING    3  
 LJ0524  NAVD 88 (09/17/98)  777.31   (m)  UNKNOWN  model used  GPS OBS        
 LJ0524  NGVD 29 (02/23/90)  776.79   (m)  RAPSU86  model used  GPS OBS        
 LJ0524
 LJ0524.Superseded values are not recommended for survey control.
 LJ0524
 LJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0524.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0524
 LJ0524_MARKER: DT = TOPOGRAPHIC STATION DISK
 LJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0524_STAMPING: ARP 1967
 LJ0524_MARK LOGO: CGS
 LJ0524_PROJECTION: FLUSH
 LJ0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0524+STABILITY: SURFACE MOTION
 LJ0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0524+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0524
 LJ0524  HISTORY     - Date     Condition        Report By
 LJ0524  HISTORY     - 1967     MONUMENTED       CGS
 LJ0524  HISTORY     - 19890522 GOOD             NGS
 LJ0524  HISTORY     - 19930615 GOOD             NGS
 LJ0524  HISTORY     - 19950809 GOOD             NGS
 LJ0524  HISTORY     - 19970715 GOOD             NGS
 LJ0524  HISTORY     - 19991103 GOOD             NGS
 LJ0524  HISTORY     - 20011119 GOOD             NGS
 LJ0524  HISTORY     - 20120828 GOOD             INDIV
 LJ0524
 LJ0524                          STATION DESCRIPTION
 LJ0524
 LJ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0524'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCCOOK AND 1.04 KM
 LJ0524'(0.65 MI) NORTH OF US HIGHWAY 6 AND 34, AT THE MCCOOK MUNICIPAL
 LJ0524'AIRPORT, ALONG RUNWAY 12-30.  OWNERSHIP--CITY OF MCCOOK, MCCOOK, NE
 LJ0524'69001.  AIRPORT MANAGER IS THE CITY MANAGER, TELEPHONE 308-345-2022.
 LJ0524'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 83
 LJ0524'SOUTH AT THE EAST END OF THE MCCOOK BUSINESS DISTRICT, GO EAST ON US
 LJ0524'HIGHWAY 6 AND 34 FOR 1.32 KM (0.80 MI) TO AIRPORT DRIVE ON THE LEFT.
 LJ0524'TURN LEFT AND GO NORTH ALONG AIRPORT DRIVE FOR 1.04 KM (0.65 MI) TO A
 LJ0524'PAVED ROAD RIGHT, LEADING TO THE RED WILLOW AVIATION BULIDING.  TURN
 LJ0524'RIGHT AND GO SOUTHEAST ALONG A GRAVEL LANE BEWTEEN THE RED WILLOW
 LJ0524'AVIATION BULIDING AND A HANGAR FOR 0.05 KM (0.05 MI) TO A TAXIWAY.
 LJ0524'TURN LEFT AND GO NORTHEAST ALONG THE TAXIWAY FOR 0.26 KM (0.15 MI) TO
 LJ0524'THE TERMINAL BULIDING ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS AN
 LJ0524'APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND
 LJ0524'GO NORTHEAST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO A TAXIWAY
 LJ0524'RIGHT.  TURN RIGHT AND GO SOUTHEAST ALONG THE TAXIWAY FOR 0.08 KM
 LJ0524'(0.05 MI) TO THE MIDDLE OF RUNWAY 3-21.  CONTINUE AHEAD ON THE TAXIWAY
 LJ0524'FOR 0.29 KM (0.20 MI) TO THE STATION ON THE LEFT, NEAR THE RUNWAY AND
 LJ0524'ABOUT 268 M (879.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21.
 LJ0524'THE STATION MARK IS SET 49.4 M (162.1 FT) SOUTH OF THE FOURTH RUNWAY
 LJ0524'LIGHT SOUTHEAST OF THE JUNCTION OF RUNWAYS 12-30 AND 3-21, 31.8 M
 LJ0524'(104.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30, 25.3 M
 LJ0524'(83.0 FT) WEST-SOUTHWEST OF THE FIFTH RUNWAY LIGHT AND SET FLUSH WITH
 LJ0524'THE GROUND.
 LJ0524'DESCRIBED BY R.D.BALL.
 LJ0524
 LJ0524                          STATION RECOVERY (1993)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LJ0524'THE STATION IS LOCATED AT THE MIDWAY POINT OF RWY 12/30 ON THE SW SIDE
 LJ0524'OF THE RUNWAY.  IT IS 125.0 FT (38.1 M) SW OF THE RWY CENTERLINE,
 LJ0524'164.3 FT (50.1 M) SE OF THE 4TH RWY LIGHT SOUTH OF THE INTERSECTIONS
 LJ0524'OF THE RUNWAYS, 83.2 FT (25.4 M) SW OF THE 5TH RWY LIGHT.  THE STATION
 LJ0524'IS A STANDARD TOPO DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LJ0524'POST WHICH IS SET FLUSH WITH THE GROUND AND STAMPED, ARP 1967.
 LJ0524
 LJ0524                          STATION RECOVERY (1995)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0524'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 LJ0524'INDIANOLA, 1.8 MI (2.9 KM) EAST OF MCCOOK AND AT THE MCCOOK MUNICIPAL
 LJ0524'AIRPORT.  OWNERSHIP--CITY OF MCCOOK, BOX 1059, MCCOOK NE 69001.
 LJ0524'AIRPORT MANAGER IS JOHN CARTER, PHONE (308) 345-2022.  TO REACH THE
 LJ0524'STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND 83 SOUTH ON THE EAST
 LJ0524'SIDE OF MCCOOK, GO EAST ON US HIGHWAY 6/34 FOR 0.8 MI (1.3 KM) TO
 LJ0524'AIRPORT DRIVE ON THE LEFT, TURN LEFT AND GO NORTHERLY FOLLOWING
 LJ0524'AIRPORT DRIVE FOR 0.6 MI (1.0 KM) TO AN EMERGENCY AND FREIGHT SIGN AND
 LJ0524'GATE TO THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD BETWEEN
 LJ0524'TWO HANGARS FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO
 LJ0524'NORTHEAST, THEN RIGHT AND GO SOUTHEAST ON THE TAXIWAYS FOR 0.1 MI (0.2
 LJ0524'KM) TO A T-JUNCTION WITH A PARALLEL TAXIWAY, TURN LEFT AND GO
 LJ0524'NORTHEAST ON THE PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A TAXIWAY
 LJ0524'RIGHT, TURN RIGHT AND GO SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.05 MI
 LJ0524'(0.08 KM) TO THE MIDDLE OF RUNWAY 03/21, CONTINUE AHEAD AND GO
 LJ0524'SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON
 LJ0524'LEFT, NEAR THE RUNWAY.  THE STATION IS 275.0 FT (83.8 M) NORTHEAST OF
 LJ0524'THE TAXIWAY CENTER, 162.5 FT (49.5 M) SOUTH-SOUTHEAST OF THE FOURTH
 LJ0524'RUNWAY LIGHT SOUTHEAST OF THE RUNWAYS INTERSECTION, 125.0 FT (38.1 M)
 LJ0524'SOUTHWEST OF THE RUNWAY CENTER AND 82.8 FT (25.2 M) WEST OF THE FIFTH
 LJ0524'RUNWAY LIGHT SOUTHEAST OF THE RUNWAYS INTERSECTION.  THIS STATION TO
 LJ0524'BE USED AS SACS.
 LJ0524
 LJ0524                          STATION RECOVERY (1997)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0524'RECOVERED AS DESCRIBED.
 LJ0524
 LJ0524                          STATION RECOVERY (1999)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0524'1.3 KM (0.80 MI) EASTERLY ALONG U.S.  HIGHWAY 34 FROM THE EAST
 LJ0524'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, THENCE 1.3 KM (0.80 MI)
 LJ0524'NORTHERLY ALONG AIRPORT ROAD TO A GATE AT THE SOUTHWEST CORNER OF THE
 LJ0524'TERMINAL, THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS AN APRON, THENCE 0.1
 LJ0524'KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, THENCE 0.4 KM (0.25 MI)
 LJ0524'SOUTHEASTERLY ALONG A TAXIWAY, 288.1 M (945.2 FT) SOUTHEAST OF THE
 LJ0524'CENTERLINE OF RUNWAY 3-21, 83.7 M (274.6 FT) NORTHEAST OF THE TAXIWAY
 LJ0524'CENTERLINE, 49.4 M (162.1 FT) SOUTH OF THE 4TH LIGHT FOR RUNWAY 21-30,
 LJ0524'31.8 M (104.3 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 21-30, 25.3 M
 LJ0524'(83.0 FT) WEST OF THE 5TH RUNWAY LIGHT, 0.5 M (1.6 FT) BELOW THE LEVEL
 LJ0524'OF THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LJ0524'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF MCCOOK, P.O.
 LJ0524'BOX 1059, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-2022.  THE
 LJ0524'MONUMENT IS A SECONDARY AIRPORT CONTROL STATION.
 LJ0524
 LJ0524                          STATION RECOVERY (2001)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 LJ0524'RECOVERED AS DESCRIBED
 LJ0524'
 LJ0524
 LJ0524                          STATION RECOVERY (2012)
 LJ0524
 LJ0524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0524'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0525 ***********************************************************************
 LJ0525  DESIGNATION -  ARP MCK AZ MK
 LJ0525  PID         -  LJ0525
 LJ0525  STATE/COUNTY-  NE/RED WILLOW
 LJ0525  COUNTRY     -  US
 LJ0525  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0525
 LJ0525                         *CURRENT SURVEY CONTROL
 LJ0525  ______________________________________________________________________
 LJ0525* NAD 83(2011) POSITION- 40 12 03.42008(N) 100 34 57.46939(W)   ADJUSTED
 LJ0525* NAD 83(2011) ELLIP HT-   750.912 (meters)        (06/27/12)   ADJUSTED
 LJ0525* NAD 83(2011) EPOCH   -  2010.00
 LJ0525* NAVD 88 ORTHO HEIGHT -   774.935 (meters)     2542.43  (feet) ADJUSTED
 LJ0525  ______________________________________________________________________
 LJ0525  GEOID HEIGHT    -        -24.025 (meters)                     GEOID18
 LJ0525  NAD 83(2011) X  -   -896,027.987 (meters)                     COMP
 LJ0525  NAD 83(2011) Y  - -4,795,923.782 (meters)                     COMP
 LJ0525  NAD 83(2011) Z  -  4,095,537.674 (meters)                     COMP
 LJ0525  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 LJ0525  DYNAMIC HEIGHT  -        774.423 (meters)     2540.75  (feet) COMP
 LJ0525  MODELED GRAVITY -    979,938.9   (mgal)                       NAVD 88
 LJ0525
 LJ0525  VERT ORDER      -  SECOND    CLASS I
 LJ0525
 LJ0525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0525  Standards:
 LJ0525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0525  -------------------------------------------------------------------
 LJ0525  NETWORK    1.90   1.88           0.90   0.58   0.96     -0.11425730
 LJ0525  -------------------------------------------------------------------
 LJ0525  Click here for local accuracies and other accuracy information.
 LJ0525
 LJ0525.This mark is at Mccook Municipal Airport (MCK)
 LJ0525
 LJ0525.The horizontal coordinates were established by GPS observations
 LJ0525.and adjusted by the National Geodetic Survey in June 2012.
 LJ0525
 LJ0525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0525.been affixed to the stable North American tectonic plate. See 
 LJ0525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0525
 LJ0525.The horizontal coordinates are valid at the epoch date displayed above
 LJ0525.which is a decimal equivalence of Year/Month/Day.
 LJ0525
 LJ0525.The orthometric height was determined by differential leveling and
 LJ0525.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0525.in July 2002.
 LJ0525
 LJ0525.No vertical observational check was made to the station.
 LJ0525
 LJ0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0525.GEOID18 height accuracy estimate available here.
 LJ0525
 LJ0525.Click photographs - Photos may exist for this station.
 LJ0525
 LJ0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0525
 LJ0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0525
 LJ0525.The ellipsoidal height was determined by GPS observations
 LJ0525.and is referenced to NAD 83.
 LJ0525
 LJ0525.The dynamic height is computed by dividing the NAVD 88
 LJ0525.geopotential number by the normal gravity value computed on the
 LJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0525.degrees latitude (g = 980.6199 gals.).
 LJ0525
 LJ0525.The modeled gravity was interpolated from observed gravity values.
 LJ0525
 LJ0525. The following values were computed from the NAD 83(2011) position.
 LJ0525
 LJ0525;                    North         East     Units Scale Factor Converg.
 LJ0525;SPC NE       -    40,985.191   450,397.676   MT  0.99991521   -0 23 10.0
 LJ0525;SPC NE       -   134,465.58  1,477,679.71   sFT  0.99991521   -0 23 10.0
 LJ0525;UTM  14      - 4,451,262.051   365,301.088   MT  0.99982335   -1 01 18.1
 LJ0525
 LJ0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0525!SPC NE       -   0.99988221  x   0.99991521  =   0.99979743
 LJ0525!UTM  14      -   0.99988221  x   0.99982335  =   0.99970559
 LJ0525
 LJ0525:                Primary Azimuth Mark                     Grid Az
 LJ0525:SPC NE       -  ARP MCK                                  310 50 08.2
 LJ0525:UTM  14      -  ARP MCK                                  311 28 16.3
 LJ0525
 LJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6530151262(NAD 83)
 LJ0525
 LJ0525|---------------------------------------------------------------------|
 LJ0525| PID    Reference Object                     Distance      Geod. Az  |
 LJ0525|                                                           dddmmss.s |
 LJ0525| LJ0524 ARP MCK                             APPROX. 0.9 KM 3102658.2 |
 LJ0525|---------------------------------------------------------------------|
 LJ0525
 LJ0525                          SUPERSEDED SURVEY CONTROL
 LJ0525
 LJ0525  NAD 83(2007)-  40 12 03.41992(N)    100 34 57.47033(W) AD(2002.00) 0
 LJ0525  ELLIP H (02/10/07)  750.938  (m)                       GP(2002.00)    
 LJ0525  ELLIP H (01/07/02)  750.911  (m)                       GP(       ) 4 2
 LJ0525  NAD 83(1995)-  40 12 03.41962(N)    100 34 57.46959(W) AD(       ) 3
 LJ0525  ELLIP H (09/17/98)  750.968  (m)                       GP(       ) 4 2
 LJ0525  NAD 83(1995)-  40 12 03.42097(N)    100 34 57.46772(W) AD(       ) 3
 LJ0525  ELLIP H (08/18/97)  750.904  (m)                       GP(       ) 4 1
 LJ0525  ELLIP H (01/07/93)  750.485  (m)                       GP(       ) 4 2
 LJ0525  NAD 83(1986)-  40 12 03.42638(N)    100 34 57.47228(W) AD(       ) 3
 LJ0525  NAVD 88 (09/17/98)  775.0    (m)  UNKNOWN  model used  GPS OBS        
 LJ0525  NGVD 29 (02/23/90)  774.6    (m)  RAPSU86  model used  GPS OBS        
 LJ0525
 LJ0525.Superseded values are not recommended for survey control.
 LJ0525
 LJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0525.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0525
 LJ0525_MARKER: DZ = AZIMUTH MARK DISK
 LJ0525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LJ0525_SP_SET: APRON
 LJ0525_STAMPING: ARP MCK 1989
 LJ0525_MARK LOGO: NGS
 LJ0525_PROJECTION: FLUSH
 LJ0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0525+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0525
 LJ0525  HISTORY     - Date     Condition        Report By
 LJ0525  HISTORY     - 1989     MONUMENTED       NGS
 LJ0525  HISTORY     - 19890615 GOOD             NGS
 LJ0525  HISTORY     - 19970803 GOOD             NGS
 LJ0525  HISTORY     - 19991103 GOOD             NGS
 LJ0525  HISTORY     - 20120828 GOOD             INDIV
 LJ0525
 LJ0525                          STATION DESCRIPTION
 LJ0525
 LJ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0525'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCCOOK AND 1.04 KM
 LJ0525'(0.65 MI) NORTH OF US HIGHWAY 6 AND 34, AT THE MCCOOK MUNICIPAL
 LJ0525'AIRPORT, AT THE SOUTHWEST CORNER OF A RUNUP PAD AT RUNWAY END 30.
 LJ0525'OWNERSHIP--CITY OF MCCOOK, MCCOOK, NE 69001.  AIRPORT MANAGER IS THE
 LJ0525'CITY MANAGER, TELEPHONE 308-345-2022.
 LJ0525'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 83
 LJ0525'SOUTH AT THE EAST END OF THE MCCOOK BUSINESS DISTRICT, GO EAST ON US
 LJ0525'HIGHWAY 6 AND 34 FOR 1.32 KM (0.80 MI) TO AIRPORT DRIVE ON THE LEFT.
 LJ0525'TURN LEFT AND GO NORTH ALONG AIRPORT DRIVE FOR 1.04 KM (0.65 MI) TO A
 LJ0525'PAVED ROAD RIGHT LEADING TO THE RED WILLOW AVIATION BULIDING.  TURN
 LJ0525'RIGHT AND GO SOUTHEAST ALONG A GRAVEL LANE BEWTEEN THE RED WILLOW
 LJ0525'AVIATION BULIDING AND A HANGAR FOR 0.05 KM (0.05 MI) TO A TAXIWAY.
 LJ0525'TURN LEFT AND GO NORTHEAST ALONG THE TAXIWAY FOR 0.26 KM (0.15 MI) TO
 LJ0525'THE TERMINAL BULIDING ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS AN
 LJ0525'APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND
 LJ0525'GO NORTHEAST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO A TAXIWAY
 LJ0525'RIGHT.  TURN RIGHT AND GO SOUTHEAST ALONG THE TAXIWAY FOR 0.08 KM
 LJ0525'(0.05 MI) TO THE MIDDLE OF RUNWAY 3-21.  CONTINUE AHEAD ON THE TAXIWAY
 LJ0525'FOR 0.90 KM (0.55 MI) TO A RAMP ON THE LEFT.  TURN LEFT AND GO
 LJ0525'NORTHEAST ALONG THE RAMP FOR 0.09 KM (0.05 MI)  TO THE JUNCTION WITH
 LJ0525'RUNWAY 12-30.  TURN RIGHT AND GO SOUTHEAST ALONG THE RUNWAY FOR 0.55
 LJ0525'KM (0.35 MI) TO THE STATION ON THE RIGHT, SET IN THE WEST CORNER OF
 LJ0525'THE RUNUP PAD AT THE JUNCTION OF THE RUNUP PAD AND RUNWAY.
 LJ0525'THE STATION MARK IS SET 55.1 M (180.8 FT) WEST-NORTHWEST OF THE END OF
 LJ0525'THE RUNUP PAD ADJACENT TO THE RUNWAY END, 53.35 M (175.0 FT)
 LJ0525'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO
 LJ0525'VASIS, 7.2 M (23.6 FT) SOUTH-SOUTHWEST OF THE JUNCTION OF THE RUNWAY
 LJ0525'AND PAD, 5.8 M (19.0 FT) SOUTH-SOUTHEAST OF 1 OF 2 RUNWAY LIGHTS AND
 LJ0525'0.57 M (1.9 FT) EAST-NORTHEAST OF THE WEST CORNER OF THE RUNUP PAD.
 LJ0525'DESCRIBED BY R.D.BALL.
 LJ0525
 LJ0525                          STATION RECOVERY (1989)
 LJ0525
 LJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0525'THIS STATION IS LOCATED AT THE SOUTHEAST END OF THE FIELD, NEAR RUNWAY
 LJ0525'30.  IT IS SET IN THE CONCRETE TAXIWAY.  17.2 FT (5.2 M) SOUTH OF A
 LJ0525'TAXIWAY LIGHT THE SOUTHEAST ONE OF TWO.  73.4 FT (22.4 M) SOUTHWEST OF
 LJ0525'THE CENTERLINE OF THE RUNWAY.  180 FT (54.9 M) NORTHWEST OF THE EDGE
 LJ0525'OF THE RUNWAY.  IT IS A STANDARD NGS AZIMUTH MARK DISK MOUNTED FLUSH
 LJ0525'WITH THE CONCRETE.
 LJ0525
 LJ0525                          STATION RECOVERY (1997)
 LJ0525
 LJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0525'RECOVERED AS DESCRIBED.THE AIRPORT MANAGER IS DAN DEAN.PHONE NUMBER
 LJ0525'308-345-2022.
 LJ0525
 LJ0525                          STATION RECOVERY (1999)
 LJ0525
 LJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0525'1.3 KM (0.80 MI) EASTERLY ALONG U.S.  HIGHWAY 34 FROM THE EAST
 LJ0525'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, THENCE 1.3 KM (0.80 MI)
 LJ0525'NORTHERLY ALONG AIRPORT ROAD TO A GATE AT THE SOUTHWEST CORNER OF THE
 LJ0525'TERMINAL, THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS AN APRON, THENCE 0.1
 LJ0525'KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, THENCE 1.4 KM (0.85 MI)
 LJ0525'SOUTHEASTERLY ALONG A TAXIWAY, NEAR THE WEST CORNER OF A CONCRETE
 LJ0525'APRON ALONG THE SOUTHWEST EDGE OF RUNWAY 12-30, 54.3 M (178.1 FT)
 LJ0525'NORTHWEST OF THE EXTENDED LINE OF A RUNWAY END, 43.2 M (141.7 FT)
 LJ0525'NORTHWEST OF THE EXTENDED TAXIWAY CENTERLINE, 22.5 M (73.8 FT)
 LJ0525'SOUTHWEST OF THE CENTER OF RUNWAY 12-30, AND LEVEL WITH THE RUNWAY.
 LJ0525'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF MCCOOK, P.O.
 LJ0525'BOX 1059, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-2022.
 LJ0525
 LJ0525                          STATION RECOVERY (2012)
 LJ0525
 LJ0525'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0525'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2154 ***********************************************************************
 MK2154  SACS        -  This is a Secondary Airport Control Station.
 MK2154  DESIGNATION -  ARP OFK
 MK2154  PID         -  MK2154
 MK2154  STATE/COUNTY-  NE/MADISON
 MK2154  COUNTRY     -  US
 MK2154  USGS QUAD   -  ENOLA (2017)
 MK2154
 MK2154                         *CURRENT SURVEY CONTROL
 MK2154  ______________________________________________________________________
 MK2154* NAD 83(2011) POSITION- 41 59 08.66851(N) 097 26 11.78344(W)   ADJUSTED
 MK2154* NAD 83(2011) ELLIP HT-   445.121 (meters)        (06/27/12)   ADJUSTED
 MK2154* NAD 83(2011) EPOCH   -  2010.00
 MK2154* NAVD 88 ORTHO HEIGHT -   469.95  (meters)     1541.8   (feet) GPS OBS
 MK2154  ______________________________________________________________________
 MK2154  NAVD 88 orthometric height was determined with an earlier geoid model
 MK2154  GEOID HEIGHT    -        -24.761 (meters)                     GEOID18
 MK2154  NAD 83(2011) X  -   -614,580.022 (meters)                     COMP
 MK2154  NAD 83(2011) Y  - -4,708,449.169 (meters)                     COMP
 MK2154  NAD 83(2011) Z  -  4,244,724.500 (meters)                     COMP
 MK2154  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 MK2154
 MK2154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2154  Standards:
 MK2154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2154  -------------------------------------------------------------------
 MK2154  NETWORK    0.60   1.31           0.28   0.20   0.67     -0.01535421
 MK2154  -------------------------------------------------------------------
 MK2154  Click here for local accuracies and other accuracy information.
 MK2154
 MK2154.This mark is at Karl Stefan Mem Airport (OFK)
 MK2154
 MK2154.The horizontal coordinates were established by GPS observations
 MK2154.and adjusted by the National Geodetic Survey in June 2012.
 MK2154
 MK2154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2154.been affixed to the stable North American tectonic plate. See 
 MK2154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2154
 MK2154.The horizontal coordinates are valid at the epoch date displayed above
 MK2154.which is a decimal equivalence of Year/Month/Day.
 MK2154
 MK2154.The orthometric height was determined by GPS observations and a
 MK2154.high-resolution geoid model.
 MK2154
 MK2154.GPS derived orthometric heights for airport stations designated as
 MK2154.PACS or SACS are published to 2 decimal places.  This maintains
 MK2154.centimeter relative accuracy between the PACS and SACS.  It does
 MK2154.not indicate centimeter accuracy relative to other marks which are
 MK2154.part of the published vertical control network.
 MK2154
 MK2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2154.GEOID18 height accuracy estimate available here.
 MK2154
 MK2154.Click photographs - Photos may exist for this station.
 MK2154
 MK2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2154
 MK2154.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2154
 MK2154.The ellipsoidal height was determined by GPS observations
 MK2154.and is referenced to NAD 83.
 MK2154
 MK2154. The following values were computed from the NAD 83(2011) position.
 MK2154
 MK2154;                    North         East     Units Scale Factor Converg.
 MK2154;SPC NE       -   242,122.614   712,330.312   MT  0.99969361   +1 41 55.5
 MK2154;SPC NE       -   794,363.94  2,337,037.03   sFT  0.99969361   +1 41 55.5
 MK2154;UTM  14      - 4,649,375.203   629,507.150   MT  0.99980638   +1 02 45.5
 MK2154
 MK2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2154!SPC NE       -   0.99993019  x   0.99969361  =   0.99962382
 MK2154!UTM  14      -   0.99993019  x   0.99980638  =   0.99973658
 MK2154
 MK2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2950749375(NAD 83)
 MK2154
 MK2154                          SUPERSEDED SURVEY CONTROL
 MK2154
 MK2154  NAD 83(2007)-  41 59 08.66846(N)    097 26 11.78418(W) AD(2002.00) 0
 MK2154  ELLIP H (02/10/07)  445.147  (m)                       GP(2002.00)    
 MK2154  ELLIP H (11/06/01)  445.117  (m)                       GP(       ) 4 1
 MK2154  ELLIP H (03/16/99)  445.163  (m)                       GP(       ) 4 1
 MK2154  NAD 83(1995)-  41 59 08.66834(N)    097 26 11.78366(W) AD(       ) 1
 MK2154  ELLIP H (08/18/97)  445.178  (m)                       GP(       ) 4 1
 MK2154  NAD 83(1986)-  41 59 08.67793(N)    097 26 11.78302(W) AD(       ) 1
 MK2154  NGVD 29 (02/23/90)  469.62   (m)  RAPSU86  model used  GPS OBS        
 MK2154
 MK2154.Superseded values are not recommended for survey control.
 MK2154
 MK2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2154.See file dsdata.pdf to determine how the superseded data were derived.
 MK2154
 MK2154_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2154_STAMPING: ARP 1953
 MK2154_MARK LOGO: CGS
 MK2154_PROJECTION: FLUSH
 MK2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2154+STABILITY: SURFACE MOTION
 MK2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2154+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001
 MK2154
 MK2154  HISTORY     - Date     Condition        Report By
 MK2154  HISTORY     - 1953     MONUMENTED       CGS
 MK2154  HISTORY     - 19850615 GOOD             NGS
 MK2154  HISTORY     - 19890501 GOOD             NGS
 MK2154  HISTORY     - 19950627 GOOD             NGS
 MK2154  HISTORY     - 19970616 GOOD             NGS
 MK2154  HISTORY     - 20011111 GOOD             NGS
 MK2154
 MK2154                          STATION DESCRIPTION
 MK2154
 MK2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2154'THE STATION IS LOCATED ABOUT 850 FT (259.1 M) NORTHWEST OF THE
 MK2154'INTERSECTION OF RUNWAYS 1-19 AND 13-31 IN THE GRASS WEST OF THE WEST
 MK2154'EDGE OF RUNWAY 13-31.  IT IS 125.5 FT (38.3 M) SOUTH OF THE FIFTH
 MK2154'RUNWAY LIGHT (2-49) NORTH OF THE INTERSECTION OF THE RUNWAYS, 70.8 FT
 MK2154'(21.6 M) NORTH OF THE FOURTH RUNWAY LIGHT (2-50) AND 11.9 FT (3.6 M)
 MK2154'WEST OF THE WEST EDGE OF RUNWAY 13-31.  THE STATION IS A STANDARD
 MK2154'TOPOGRAPHIC DISK STAMPED ARP 1953 AND SET IN THE TOP OF A CONCRETE
 MK2154'MONUMENT THAT IS ABOUT ONE INCH BELOW THE GROUND SURFACE.
 MK2154
 MK2154                          STATION RECOVERY (1989)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2154'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF NORFOLK, 0.8 KM
 MK2154'(0.50 MI) WEST OF US HIGHWAY 81, AT THE KARL STEFAN MEMORIAL AIRPORT,
 MK2154'ALONG THE EDGE OF RUNWAY 13-31, IN THE NORTH CENTRAL SECTION 9, T 23
 MK2154'N, R 1 W.  OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK, NEBRASKA
 MK2154'68701.  AIRPORT MANAGER IS ROBERT E. TANNEHILL, TELEPHONE
 MK2154'402-371-7210.
 MK2154'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 275
 MK2154'BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON US HIGHWAY 81 FOR
 MK2154'1.62 KM (1.00 MI) TO THE BRIDGE OVER THE ELKHORN RIVER.  CONTINUE
 MK2154'AHEAD FOR 2.10 KM (1.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 MK2154'TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) TO THE ROAD END AT THE
 MK2154'TERMINAL BULIDING.  TURN RIGHT AND GO NORTH ACROSS THE PARKING LOT FOR
 MK2154'0.09 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN LEFT
 MK2154'AND GO WEST ON A RAMP FOR 0.10 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT
 MK2154'AND GO SOUTH ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A T-TAXIWAY.
 MK2154'TURN LEFT AND GO SOUTHEAST, THEN SOUTHWEST ON THE TAXIWAY FOR 1.28 KM
 MK2154'(0.80 MI) TO RUNWAY END 1.  CROSS RUNWAY END, THEN TURN RIGHT AND GO
 MK2154'NORTHEAST ALONGSIDE THE RUNWAY FOR 0.79 KM (0.50 MI) TO THE JUNCTION
 MK2154'WITH RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST ALONGSIDE RUNWAY 13-31
 MK2154'FOR 0.25 KM (0.15 MI) TO THE STATION.
 MK2154'THE STATION IS ABOUT 248 M (813.6 FT) NORTHWEST OF THE EDGE OF RUNWAY
 MK2154'1-19 AT THE JUNCTION WITH RUNWAY 13-31.  IT IS 38.3 M (125.7 FT)
 MK2154'SOUTHEAST OF THE FIFTH RUNWAY LIGHT FROM THE JUNCTION OF THE RUNWAYS,
 MK2154'21.6 M (70.9 FT) NORTHWEST OF THE FOURTH RUNWAY LIGHT, 3.5 M
 MK2154'(11.5 FT) SOUTHWEST OF THE EDGE OR RUNWAY 13-31 AND RECESSED 10 CM
 MK2154'BELOW THE SURFACE OF THE GROUND.
 MK2154'DESCRIBED BY G.R.HEID.  TYPED BY R.D.BALL.
 MK2154
 MK2154                          STATION RECOVERY (1995)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2154'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2154'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2154'ALONG SIDE OF THE SOUTHWEST EDGE OF RUNWAY 13/31.  OWNERSHIP--CITY OF
 MK2154'NORFOLK, BOX 380, NORFOLK NE 68701.  AIRPORT MANAGER IS RICK KROPF,
 MK2154'PHONE (402) 371-7210.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 MK2154'HIGHWAYS 81 AND 275 BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON
 MK2154'U.S. HIGHWAY 81 FOR 1.0 MI (1.6 KM) TO A BRIDGE OVER THE ELKHORN
 MK2154'RIVER, CONTINUE AHEAD AND GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MI (2.1
 MK2154'KM) TO A ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE
 MK2154'ROAD FOR 0.15 MI (0.24 KM) TO THE TERMINAL AHEAD AND A ROAD RIGHT,
 MK2154'TURN RIGHT AND GO NORTH ON A PAVED ROAD (THROUGH PARKING LOT) FOR 0.05
 MK2154'MI (0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST
 MK2154'ON PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT
 MK2154'AND GO SOUTH-SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO
 MK2154'A T-JUNCTION, TURN LEFT AND GO SOUTHEAST THEN SOUTH-SOUTHEAST ON A
 MK2154'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE END OF RUNWAY 31, CROSS RUNWAY,
 MK2154'TURN RIGHT AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.3 MI (0.5 KM) TO A RUNWAY INTERSECTION, CONTINUE AHEAD, CROSSING
 MK2154'RUNWAY 01/19 AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS RECESSED 2
 MK2154'CM BELOW GROUND. LOCATED 813.5 FT (248.0 M) NORTHWEST OF THE NORTHWEST
 MK2154'EDGE OF RUNWAY 01/19, 125.7 FT (38.3 M) SOUTHEAST OF THE FIFTH RUNWAY
 MK2154'LIGHT NORTHWEST FROM THE RUNWAY JUNCTION, 70.9 FT (21.6 M) NORTHWEST
 MK2154'OF THE FOURTH RUNWAY LIGHT AND 88.0 FT (26.8 M) SOUTHWEST OF THE
 MK2154'RUNWAY CENTER.  THIS STATION TO BE USED AS SACS.
 MK2154
 MK2154                          STATION RECOVERY (1997)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2154'RECOVERED AS DESCRIBED.
 MK2154
 MK2154                          STATION RECOVERY (2001)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 MK2154'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2154'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2154'ALONG SIDE OF THE SOUTHWEST EDGE OF RUNWAY 13/31.  OWNERSHIP--CITY OF
 MK2154'NORFOLK, 4100 S. 13TH ST. PO BOX 1343, NORFOLK NE 68702.  AIRPORT
 MK2154'MANAGER IS GERALD ADAMS,
 MK2154'PHONE (402) 371-7210.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 MK2154'HIGHWAYS 81 AND 275 BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON
 MK2154'U.S. HIGHWAY 81 FOR 1.0 MI (1.6 KM) TO A BRIDGE OVER THE ELKHORN
 MK2154'RIVER, CONTINUE AHEAD AND GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MI (2.1
 MK2154'KM) TO A ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE
 MK2154'ROAD FOR 0.15 MI (0.24 KM) TO THE TERMINAL AHEAD AND A ROAD RIGHT,
 MK2154'TURN RIGHT AND GO NORTH ON A PAVED ROAD (THROUGH PARKING LOT) FOR 0.05
 MK2154'MI (0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST
 MK2154'ON PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT
 MK2154'AND GO SOUTH-SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO
 MK2154'A T-JUNCTION, TURN LEFT AND GO SOUTHEAST THEN SOUTH-SOUTHEAST ON A
 MK2154'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE END OF RUNWAY 31, CROSS RUNWAY,
 MK2154'TURN RIGHT AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.3 MI (0.5 KM) TO A RUNWAY INTERSECTION, CONTINUE AHEAD, CROSSING
 MK2154'RUNWAY 01/19 AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS RECESSED 2
 MK2154'CM BELOW GROUND. LOCATED 813.5 FT (248.0 M) NORTHWEST OF THE NORTHWEST
 MK2154'EDGE OF RUNWAY 01/19, 125.7 FT (38.3 M) SOUTHEAST OF THE FIFTH RUNWAY
 MK2154'LIGHT NORTHWEST FROM THE RUNWAY JUNCTION, 70.9 FT (21.6 M) NORTHWEST
 MK2154'OF THE FOURTH RUNWAY LIGHT AND 88.0 FT (26.8 M) SOUTHWEST OF THE
 MK2154'RUNWAY CENTER.  THIS STATION TO BE USED AS SACS.
 MK2154'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2157 ***********************************************************************
 MK2157  SACS        -  This is a Secondary Airport Control Station.
 MK2157  DESIGNATION -  ART PETERS
 MK2157  PID         -  MK2157
 MK2157  STATE/COUNTY-  NE/DODGE
 MK2157  COUNTRY     -  US
 MK2157  USGS QUAD   -  FREMONT WEST (2017)
 MK2157
 MK2157                         *CURRENT SURVEY CONTROL
 MK2157  ______________________________________________________________________
 MK2157* NAD 83(2011) POSITION- 41 26 57.20468(N) 096 31 16.48330(W)   ADJUSTED
 MK2157* NAD 83(2011) ELLIP HT-   339.412 (meters)        (06/27/12)   ADJUSTED
 MK2157* NAD 83(2011) EPOCH   -  2010.00
 MK2157* NAVD 88 ORTHO HEIGHT -   366.30  (meters)     1201.8   (feet) GPS OBS
 MK2157  ______________________________________________________________________
 MK2157  NAVD 88 orthometric height was determined with an earlier geoid model
 MK2157  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 MK2157  NAD 83(2011) X  -   -543,777.230 (meters)                     COMP
 MK2157  NAD 83(2011) Y  - -4,756,988.325 (meters)                     COMP
 MK2157  NAD 83(2011) Z  -  4,200,171.623 (meters)                     COMP
 MK2157  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 MK2157
 MK2157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2157  Standards:
 MK2157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2157  -------------------------------------------------------------------
 MK2157  NETWORK    0.48   1.12           0.22   0.16   0.57      0.00464922
 MK2157  -------------------------------------------------------------------
 MK2157  Click here for local accuracies and other accuracy information.
 MK2157
 MK2157.This mark is at Fremont Municipal Airport (FET)
 MK2157
 MK2157.The horizontal coordinates were established by GPS observations
 MK2157.and adjusted by the National Geodetic Survey in June 2012.
 MK2157
 MK2157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2157.been affixed to the stable North American tectonic plate. See 
 MK2157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2157
 MK2157.The horizontal coordinates are valid at the epoch date displayed above
 MK2157.which is a decimal equivalence of Year/Month/Day.
 MK2157
 MK2157.The orthometric height was determined by GPS observations and a
 MK2157.high-resolution geoid model.
 MK2157
 MK2157.GPS derived orthometric heights for airport stations designated as
 MK2157.PACS or SACS are published to 2 decimal places.  This maintains
 MK2157.centimeter relative accuracy between the PACS and SACS.  It does
 MK2157.not indicate centimeter accuracy relative to other marks which are
 MK2157.part of the published vertical control network.
 MK2157
 MK2157.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2157.GEOID18 height accuracy estimate available here.
 MK2157
 MK2157.Click photographs - Photos may exist for this station.
 MK2157
 MK2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2157
 MK2157.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2157
 MK2157.The ellipsoidal height was determined by GPS observations
 MK2157.and is referenced to NAD 83.
 MK2157
 MK2157. The following values were computed from the NAD 83(2011) position.
 MK2157
 MK2157;                    North         East     Units Scale Factor Converg.
 MK2157;SPC NE       -   185,249.913   790,511.948   MT  0.99965908   +2 18 19.3
 MK2157;SPC NE       -   607,774.09  2,593,537.95   sFT  0.99965908   +2 18 19.3
 MK2157;UTM  14      - 4,591,592.854   707,053.351   MT  1.00012762   +1 38 29.1
 MK2157
 MK2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2157!SPC NE       -   0.99994677  x   0.99965908  =   0.99960586
 MK2157!UTM  14      -   0.99994677  x   1.00012762  =   1.00007438
 MK2157
 MK2157:                Primary Azimuth Mark                     Grid Az
 MK2157:SPC NE       -  ART PETERS AZ MK                         138 32 53.2
 MK2157:UTM  14      -  ART PETERS AZ MK                         139 12 43.4
 MK2157
 MK2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0705391592(NAD 83)
 MK2157
 MK2157|---------------------------------------------------------------------|
 MK2157| PID    Reference Object                     Distance      Geod. Az  |
 MK2157|                                                           dddmmss.s |
 MK2157| MK2158 ART PETERS AZ MK                    APPROX. 0.7 KM 1405112.5 |
 MK2157|---------------------------------------------------------------------|
 MK2157
 MK2157                          SUPERSEDED SURVEY CONTROL
 MK2157
 MK2157  NAD 83(2007)-  41 26 57.20465(N)    096 31 16.48391(W) AD(2002.00) 0
 MK2157  ELLIP H (02/10/07)  339.433  (m)                       GP(2002.00)    
 MK2157  ELLIP H (12/12/01)  339.431  (m)                       GP(       ) 4 1
 MK2157  NAD 83(1995)-  41 26 57.20398(N)    096 31 16.48425(W) AD(       ) 1
 MK2157  ELLIP H (08/18/97)  339.503  (m)                       GP(       ) 4 1
 MK2157  NAD 83(1986)-  41 26 57.21382(N)    096 31 16.48946(W) AD(       ) 1
 MK2157  NGVD 29 (02/23/90)  366.30   (m)  RAPSU86  model used  GPS OBS        
 MK2157
 MK2157.Superseded values are not recommended for survey control.
 MK2157
 MK2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2157.See file dsdata.pdf to determine how the superseded data were derived.
 MK2157
 MK2157_MARKER: I = METAL ROD
 MK2157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2157_STAMPING: ART PETERS 1989
 MK2157_MARK LOGO: NGS
 MK2157_PROJECTION: FLUSH
 MK2157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2157+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 MK2157_ROD/PIPE-DEPTH: 19.3 meters
 MK2157_SLEEVE-DEPTH  : 1.00 meters
 MK2157
 MK2157  HISTORY     - Date     Condition        Report By
 MK2157  HISTORY     - 1989     MONUMENTED       NGS
 MK2157  HISTORY     - 19950602 GOOD             NGS
 MK2157  HISTORY     - 19970827 GOOD             NGS
 MK2157
 MK2157                          STATION DESCRIPTION
 MK2157
 MK2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2157'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF FREMONT,
 MK2157'O.3 KM  SOUTH OF US HIGHWAY 30, AT THE FREMONT MUNICIPAL AIRPORT.
 MK2157'OWNERSHIP--CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT, NE 68025.
 MK2157'AIRPORT MANAGER IS KYLE LANTZ, TELEPHONE 402-721-5760.
 MK2157'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 30 AND 77 IN THE
 MK2157'NORTH SECTION OF FREMONT, GO WEST ON HIGHWAY 30 FOR 1.12 KM (0.70 MI)
 MK2157'TO A PAVED ROAD LEFT, JUST PAST A RAILROAD CROSSING.  TURN LEFT AND GO
 MK2157'SOUTH ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A ROAD AND GATE ON THE
 MK2157'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN GO WEST FOR 0.16 KM
 MK2157'(0.10 MI) ON A ROAD THEN APRON TO A TERMINAL BUILDING ON THE RIGHT.
 MK2157'CONTINUE AHEAD ALONG THE APRON THEN TAXIWAY FOR 0.24 KM (0.15 MI) TO
 MK2157'THE JUNCTION WITH RUNWAY END 18.  PASS AROUND THE RUNWAY END, TURN
 MK2157'LEFT AND GO SOUTH  ON THE GRASS AND ALONG THE RUNWAY EDGE FOR 0.08 KM
 MK2157'(0.05 MI) TO THE JUNCTION WITH A TAXIWAY RIGHT.  TURN RIGHT AND GO
 MK2157'EAST ALONG THE TAXIWAY FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH
 MK2157'RUNWAY 13-31 AND THE STATION ON THE LEFT.
 MK2157'THE STATION MARK IS SET 23.1 M (75.8 FT) NORTHEAST OF THE RUNWAY
 MK2157'CENTER, 15.7 M (51.5 FT) SOUTH OF THE TAXIWAY CENTER, 7.9 M (25.9 FT)
 MK2157'SOUTHEAST OF THE CURVED PAVEMENT EDGE AND 5.2 M (17.1 FT)
 MK2157'EAST-SOUTHEAST OF A TAXIWAY LIGHT.
 MK2157'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2157'DESCRIBED BY R.D.BALL.
 MK2157
 MK2157                          STATION RECOVERY (1995)
 MK2157
 MK2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2157'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF NORTH BEND, 1.5
 MK2157'MI (2.4 KM) NORTHWEST OF FREMONT AND AT THE FREMONT MUNICIPAL AIRPORT.
 MK2157'OWNERSHIP CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT NE 68025.
 MK2157'AIRPORT MANAGER IS TOM ANDERSON, PHONE (402) 727-2691.  TO REACH THE
 MK2157'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 77 IN THE NORTH
 MK2157'SECTION OF FREMONT, GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MI (1.1 KM) TO
 MK2157'A PAVED ROAD LEFT (JUST PAST A RAILROAD CROSSING), TURN LEFT AND GO
 MK2157'SOUTH ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A ROAD WITH A GATE ON THE
 MK2157'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO WESTERLY ON GRAVEL AIRPORT
 MK2157'ENTRANCE ROAD, THEN THE APRON FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 MK2157'OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO WEST ON THE APRON, THEN A
 MK2157'CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO THE APPROACH END OF RUNWAY
 MK2157'18, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.05 MI (0.08
 MK2157'KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE TAXIWAY FOR 0.35
 MK2157'MI (0.56 KM) TO THE JUNCTION WITH RUNWAY 13/31 AND THE STATION ON THE
 MK2157'LEFT.  THE STATION IS 75.8 FT (23.1 M) NORTHEAST OF THE RUNWAY CENTER,
 MK2157'50.5 FT (15.4 M) SOUTH OF THE TAXIWAY CENTER, 26.5 FT (8.1 M)
 MK2157'SOUTHEAST OF THE CURVED PAVEMENT EDGE AND 7.2 FT (2.2 M)
 MK2157'EAST-SOUTHEAST OF THE MOST NORTHEASTERLY OF A PAIR OF TAXIWAY LIGHTS.
 MK2157'THIS STATION TO BE USED AS SACS.
 MK2157
 MK2157                          STATION RECOVERY (1997)
 MK2157
 MK2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) .  RECOVERED
 MK2157'AS DESCRIBED WITH NOTE.  THE 1995 TO REACH BEGINS AT THE JUNCTION OF
 MK2157'US HIGHWAY 30 BUSINESS (23RD STREET) AND US HIGHWAY 77 (BROAD STREET)
 MK2157', WHICH IS 3.2 KM (2.00 MI) SOUTH ALONG BROAD STREET FROM THE JUNCTION
 MK2157'OF US HIGHWAY 30 AND US HIGHWAY 77.  THE MARK IS A PUNCH AT TOP CENTER
 MK2157'OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD LENGTH OF 19.3
 MK2157'M (63.3 FT) IN A 2.5 CM (1 IN) NONFLUTED PLASTIC SLEEVE OF RECORD
 MK2157'LENGTH 1 M (3.3 FT) ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS
 MK2157'LOGO CAP SURROUNDED BY CONCRETE.  THE MARK IS RECESSED 10 CM BELOW THE
 MK2157'TOP OF THE LOGO CAP.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH THE
 MK2157'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 MK2157'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2158 ***********************************************************************
 MK2158  SACS        -  This is a Secondary Airport Control Station.
 MK2158  DESIGNATION -  ART PETERS AZ MK
 MK2158  PID         -  MK2158
 MK2158  STATE/COUNTY-  NE/DODGE
 MK2158  COUNTRY     -  US
 MK2158  USGS QUAD   -  FREMONT WEST (2017)
 MK2158
 MK2158                         *CURRENT SURVEY CONTROL
 MK2158  ______________________________________________________________________
 MK2158* NAD 83(2011) POSITION- 41 26 40.60003(N) 096 30 58.51985(W)   ADJUSTED
 MK2158* NAD 83(2011) ELLIP HT-   339.321 (meters)        (06/27/12)   ADJUSTED
 MK2158* NAD 83(2011) EPOCH   -  2010.00
 MK2158* NAVD 88 ORTHO HEIGHT -   366.24  (meters)     1201.6   (feet) GPS OBS
 MK2158  ______________________________________________________________________
 MK2158  NAVD 88 orthometric height was determined with an earlier geoid model
 MK2158  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 MK2158  NAD 83(2011) X  -   -543,401.421 (meters)                     COMP
 MK2158  NAD 83(2011) Y  - -4,757,372.505 (meters)                     COMP
 MK2158  NAD 83(2011) Z  -  4,199,787.564 (meters)                     COMP
 MK2158  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC18
 MK2158
 MK2158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2158  Standards:
 MK2158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2158  -------------------------------------------------------------------
 MK2158  NETWORK    0.48   1.12           0.22   0.16   0.57      0.00685059
 MK2158  -------------------------------------------------------------------
 MK2158  Click here for local accuracies and other accuracy information.
 MK2158
 MK2158.This mark is at Fremont Municipal Airport (FET)
 MK2158
 MK2158.The horizontal coordinates were established by GPS observations
 MK2158.and adjusted by the National Geodetic Survey in June 2012.
 MK2158
 MK2158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2158.been affixed to the stable North American tectonic plate. See 
 MK2158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2158
 MK2158.The horizontal coordinates are valid at the epoch date displayed above
 MK2158.which is a decimal equivalence of Year/Month/Day.
 MK2158
 MK2158.The orthometric height was determined by GPS observations and a
 MK2158.high-resolution geoid model.
 MK2158
 MK2158.GPS derived orthometric heights for airport stations designated as
 MK2158.PACS or SACS are published to 2 decimal places.  This maintains
 MK2158.centimeter relative accuracy between the PACS and SACS.  It does
 MK2158.not indicate centimeter accuracy relative to other marks which are
 MK2158.part of the published vertical control network.
 MK2158
 MK2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2158.GEOID18 height accuracy estimate available here.
 MK2158
 MK2158.Click photographs - Photos may exist for this station.
 MK2158
 MK2158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2158
 MK2158.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2158
 MK2158.The ellipsoidal height was determined by GPS observations
 MK2158.and is referenced to NAD 83.
 MK2158
 MK2158. The following values were computed from the NAD 83(2011) position.
 MK2158
 MK2158;                    North         East     Units Scale Factor Converg.
 MK2158;SPC NE       -   184,755.016   790,949.055   MT  0.99965916   +2 18 31.2
 MK2158;SPC NE       -   606,150.41  2,594,972.02   sFT  0.99965916   +2 18 31.2
 MK2158;UTM  14      - 4,591,092.690   707,484.896   MT  1.00012982   +1 38 40.4
 MK2158
 MK2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2158!SPC NE       -   0.99994678  x   0.99965916  =   0.99960596
 MK2158!UTM  14      -   0.99994678  x   1.00012982  =   1.00007659
 MK2158
 MK2158:                Primary Azimuth Mark                     Grid Az
 MK2158:SPC NE       -  FET A                                    006 31 52.6
 MK2158:UTM  14      -  FET A                                    007 11 43.4
 MK2158
 MK2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0748491092(NAD 83)
 MK2158
 MK2158|---------------------------------------------------------------------|
 MK2158| PID    Reference Object                     Distance      Geod. Az  |
 MK2158|                                                           dddmmss.s |
 MK2158| AB4097 FET A                               APPROX. 0.5 KM 0085023.8 |
 MK2158| MK2157 ART PETERS                          APPROX. 0.7 KM 3205124.4 |
 MK2158|---------------------------------------------------------------------|
 MK2158
 MK2158                          SUPERSEDED SURVEY CONTROL
 MK2158
 MK2158  NAD 83(2007)-  41 26 40.60000(N)    096 30 58.52047(W) AD(2002.00) 0
 MK2158  ELLIP H (02/10/07)  339.342  (m)                       GP(2002.00)    
 MK2158  ELLIP H (12/12/01)  339.341  (m)                       GP(       ) 4 1
 MK2158  NAD 83(1995)-  41 26 40.60005(N)    096 30 58.51989(W) AD(       ) 1
 MK2158  ELLIP H (09/23/97)  339.375  (m)                       GP(       ) 4 1
 MK2158  NAD 83(1995)-  41 26 40.59951(N)    096 30 58.52097(W) AD(       ) 3
 MK2158  ELLIP H (08/18/97)  339.412  (m)                       GP(       ) 4 1
 MK2158  NAD 83(1986)-  41 26 40.60936(N)    096 30 58.52619(W) AD(       ) 3
 MK2158  NGVD 29 (02/23/90)  366.21   (m)  RAPSU86  model used  GPS OBS        
 MK2158
 MK2158.Superseded values are not recommended for survey control.
 MK2158
 MK2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2158.See file dsdata.pdf to determine how the superseded data were derived.
 MK2158
 MK2158_MARKER: I = METAL ROD
 MK2158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2158_STAMPING: ART PETERS AZ MK 1989
 MK2158_MARK LOGO: NGS
 MK2158_PROJECTION: FLUSH
 MK2158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2158+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 MK2158_ROD/PIPE-DEPTH: 17.8 meters
 MK2158_SLEEVE-DEPTH  : 1.00 meters
 MK2158
 MK2158  HISTORY     - Date     Condition        Report By
 MK2158  HISTORY     - 1989     MONUMENTED       NGS
 MK2158  HISTORY     - 19950602 SEE DESCRIPTION  NGS
 MK2158  HISTORY     - 19970827 GOOD             NGS
 MK2158
 MK2158                          STATION DESCRIPTION
 MK2158
 MK2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2158'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF FREMONT,
 MK2158'O.3 KM SOUTH OF US HIGHWAY 30, AT THE FREMONT MUNICIPAL AIRPORT.
 MK2158'OWNERSHIP--CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT, NE 68025.
 MK2158'AIRPORT MANAGER IS KYLE LANTZ, TELEPHONE 402-721-5760.
 MK2158'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 30 AND 77 IN THE
 MK2158'NORTH SECTION OF FREMONT, GO WEST ON HIGHWAY 30 FOR 1.12 KM (0.70 MI)
 MK2158'TO A PAVED ROAD LEFT, JUST PAST A RAILROAD CROSSING.  TURN LEFT AND GO
 MK2158'SOUTH ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A ROAD AND GATE ON THE
 MK2158'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN GO WEST FOR 0.16 KM
 MK2158'(0.10 MI) ON A ROAD THEN APRON TO A TERMINAL BUILDING ON THE RIGHT.
 MK2158'CONTINUE AHEAD ALONG THE APRON THEN TAXIWAY FOR 0.24 KM (0.15 MI) TO
 MK2158'THE JUNCTION WITH RUNWAY END 18.  PASS AROUND THE RUNWAY END, TURN
 MK2158'LEFT AND GO SOUTH ON THE GRASS AND ALONG THE RUNWAY EDGE FOR 0.08 KM
 MK2158'(0.05 MI) TO THE JUNCTION WITH A TAXIWAY RIGHT.  TURN RIGHT AND GO
 MK2158'EAST ALONG THE TAXIWAY FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH
 MK2158'RUNWAY 13-31.  TURN LEFT AND GO SOUTHEAST ALONG THE RUNWAY EDGE FOR
 MK2158'0.64 KM (0.40 MI) TO THE STATION, NORTHWEST OF THE JUNCTION OF RUNWAY
 MK2158'18-36 AND RUNWAY 13-31.
 MK2158'THE STATION MARK IS SET 23.1 M (75.8 FT) NORTHEAST OF THE CENTER OF
 MK2158'RUNWAY 13-31, 16.2 M (53.1 FT) WEST OF THE CENTER OF RUNWAY 18-36, 8.3
 MK2158'M (27.2 FT) NORTH OF THE CURVED PAVEMENT EDGE, AND 5.2 M (17.1 FT)
 MK2158'NORTH-NORTHEAST OF A TAXIWAY LIGHT.
 MK2158'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2158'DESCRIBED BY R.D.BALL.
 MK2158
 MK2158                          STATION RECOVERY (1995)
 MK2158
 MK2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2158'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF NORTH BEND, 1.5
 MK2158'MI (2.4 KM) NORTHWEST OF FREMONT AND AT THE FREMONT MUNICIPAL AIRPORT.
 MK2158'OWNERSHIP CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT NE 68025.
 MK2158'AIRPORT MANAGER IS TOM ANDERSON, PHONE (402) 727-2691.  TO REACH THE
 MK2158'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 77 IN THE NORTH
 MK2158'SECTION OF FREMONT, GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MI (1.1 KM) TO
 MK2158'A PAVED ROAD LEFT (JUST PAST A RAILROAD CROSSING), TURN LEFT AND GO
 MK2158'SOUTH ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A ROAD WITH A GATE ON THE
 MK2158'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO WESTERLY ON GRAVEL AIRPORT
 MK2158'ENTRANCE ROAD, THEN THE APRON FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 MK2158'OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO WEST ON THE APRON, THEN A
 MK2158'CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO THE APPROACH END OF RUNWAY
 MK2158'18, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.05 MI (0.08
 MK2158'KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE TAXIWAY FOR 0.35
 MK2158'MI (0.56 KM) TO THE JUNCTION WITH RUNWAY 13/31.  TURN LEFT AND GO
 MK2158'SOUTHEAST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT
 MK2158'JUST NORTHWEST OF THE JUNCTION OF THE TWO RUNWAYS.  THE STATION WAS
 MK2158'FOUND TO BE MISSING THE ACCESS COVER AND IS 75.5 FT (23.0 M) NORTHEAST
 MK2158'OF THE CENTER OF RUNWAY 13/31, 53.1 FT (16.2 M) WEST OF THE CENTER OF
 MK2158'RUNWAY 18/36, 27.2 FT (8.3 M) NORTH OF THE CURVED PAVEMENT EDGE AND
 MK2158'17.1 FT (5.2 M) NORTH-NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO
 MK2158'BE USED AS SACS.
 MK2158
 MK2158                          STATION RECOVERY (1997)
 MK2158
 MK2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) .  RECOVERED
 MK2158'AS DESCRIBED WITH NOTE.  THE 1995 TO REACH BEGINS AT THE JUNCTION OF
 MK2158'US HIGHWAY 30 BUSINESS (23RD STREET) AND US HIGHWAY 77 (BROAD STREET)
 MK2158', WHICH IS 2.0 MI (3.2 KM) SOUTH ALONG BROAD STREET FROM THE JUNCTION
 MK2158'OF US HIGHWAY 30 AND US HIGHWAY 77.  THE STATION HAS A NEW LOGO CAP.
 MK2158'THE MARK IS A PUNCH AT TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 MK2158'REFUSAL AT A RECORD LENGTH OF 17.8 M (58.4 FT) IN A 2.5 CM (1 IN)
 MK2158'NONFLUTED PLASTIC SLEEVE OF LENGTH 1.0 M (3.3 FT) ENCASED IN A 12.5 CM
 MK2158'(5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 MK2158'MARK IS RECESSED 9 CM BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP AND
 MK2158'CONCRETE ARE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0488 ***********************************************************************
 MM0488  DESIGNATION -  ARTHUR
 MM0488  PID         -  MM0488
 MM0488  STATE/COUNTY-  NE/ARTHUR
 MM0488  COUNTRY     -  US
 MM0488  USGS QUAD   -  ARTHUR (2017)
 MM0488
 MM0488                         *CURRENT SURVEY CONTROL
 MM0488  ______________________________________________________________________
 MM0488* NAD 83(1995) POSITION- 41 33 26.81450(N) 101 41 38.03978(W)   ADJUSTED
 MM0488* NAVD 88 ORTHO HEIGHT -  1192.    (meters)     3911.    (feet) SCALED
 MM0488  ______________________________________________________________________
 MM0488  GEOID HEIGHT    -        -20.352 (meters)                     GEOID18
 MM0488  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 MM0488  HORZ ORDER      -  THIRD
 MM0488
 MM0488.The horizontal coordinates were established by classical geodetic methods
 MM0488.and adjusted by the National Geodetic Survey in August 1997.
 MM0488
 MM0488.The orthometric height was scaled from a topographic map.
 MM0488
 MM0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0488.GEOID18 height accuracy estimate available here.
 MM0488
 MM0488.Click photographs - Photos may exist for this station.
 MM0488
 MM0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0488
 MM0488. The following values were computed from the NAD 83(1995) position.
 MM0488
 MM0488;                    North         East     Units Scale Factor Converg.
 MM0488;SPC NE       -   192,804.095   358,748.131   MT  0.99965900   -1 07 21.2
 MM0488;SPC NE       -   632,558.10  1,176,992.83   sFT  0.99965900   -1 07 21.2
 MM0488;UTM  14      - 4,604,146.953   275,348.391   MT  1.00022112   -1 47 16.1
 MM0488
 MM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0488!SPC NE       -   0.99981619  x   0.99965900  =   0.99947525
 MM0488!UTM  14      -   0.99981619  x   1.00022112  =   1.00003726
 MM0488
 MM0488:                Primary Azimuth Mark                     Grid Az
 MM0488:SPC NE       -  ARTHUR AZ MK                             019 13 52.3
 MM0488:UTM  14      -  ARTHUR AZ MK                             019 53 47.2
 MM0488
 MM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7534804146(NAD 83)
 MM0488
 MM0488|---------------------------------------------------------------------|
 MM0488| PID    Reference Object                     Distance      Geod. Az  |
 MM0488|                                                           dddmmss.s |
 MM0488| CP7328 ARTHUR AZ MK                                       0180631.1 |
 MM0488| CP7329 ARTHUR RM 1                          12.540 METERS 13425     |
 MM0488| CP7330 ARTHUR RM 2                          11.410 METERS 25543     |
 MM0488|---------------------------------------------------------------------|
 MM0488
 MM0488                          SUPERSEDED SURVEY CONTROL
 MM0488
 MM0488  NAD 83(1986)-  41 33 26.81533(N)    101 41 38.04462(W) AD(       ) 3
 MM0488  NAD 27      -  41 33 26.87700(N)    101 41 36.40300(W) AD(       ) 3
 MM0488
 MM0488.Superseded values are not recommended for survey control.
 MM0488
 MM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0488.See file dsdata.pdf to determine how the superseded data were derived.
 MM0488
 MM0488_MARKER: DS = TRIANGULATION STATION DISK
 MM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0488_STAMPING: ARTHUR 1946
 MM0488_MARK LOGO: CGS
 MM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0488+STABILITY: SURFACE MOTION
 MM0488
 MM0488  HISTORY     - Date     Condition        Report By
 MM0488  HISTORY     - 1946     MONUMENTED       CGS
 MM0488  HISTORY     - 20050927 GOOD             NEDR
 MM0488
 MM0488                          STATION DESCRIPTION
 MM0488
 MM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0488'LOCATED ABOUT 1.5 MILES, AIR LINE, SOUTH OF ARTHUR, ON THE
 MM0488'NORTHWEST END OF A RIDGE RUNNING SOUTHEAST AND NORTHWEST.
 MM0488'IT IS ABOUT 100 YARDS NORTH OF THE HIGHEST PART OF THE HILL.
 MM0488'IT IS STAMPED ARTHUR 1946 AND PROJECTS 1 FOOT.
 MM0488'
 MM0488'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 MM0488'IT IS STAMPED ARTHUR NO 1 1946 AND PROJECTS 6 INCHES.
 MM0488'
 MM0488'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 MM0488'2 FEET LOWER THAN THE STATION.  IT IS STAMPED ARTHUR NO 2 1946
 MM0488'AND PROJECTS 6 INCHES.
 MM0488'
 MM0488'AZIMUTH MARK IS 2 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH
 MM0488'OF AN EAST-WEST FENCE LINE, 0.1 MILE SOUTH OF A BARN AND 40
 MM0488'FEET EAST OF A LANE LEADING SOUTH FROM THE BARN.  IT IS A
 MM0488'STANDARD DISK, STAMPED ARTHUR 1946, CEMENTED IN THE TOP OF A
 MM0488'4-INCH IRON PIPE PROJECTING 6 INCHES.
 MM0488'
 MM0488'TO REACH FROM THE POST OFFICE IN ARTHUR, GO SOUTH ON STATE
 MM0488'HIGHWAY 61 FOR 0.15 TO A SIDE ROAD LEFT AND CORRAL ON THE LEFT.
 MM0488'TURN LEFT, PASSING TO THE LEFT OF THE CORRAL AND GO 0.1 MILE
 MM0488'TO A STUCCO HOUSE ON THE RIGHT, CONTINUE FOR 0.05 MILE TO A GATE
 MM0488'ON THE RIGHT, PASS THROUGH GATE, TURN RIGHT AND FOLLOW TRACK
 MM0488'ROAD FOR 0.15 MILE TO A WIRE GATE LEADING INTO A LANE, PASS
 MM0488'THROUGH GATE, TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 MM0488'THE LEFT.  CONTINUE FOR 0.2 MILE TO A FENCE CORNER, TURN RIGHT
 MM0488'AND FOLLOW FENCE LINE FOR 0.2 MILE.  TURN LEFT, KEEPING TO
 MM0488'THE RIGHT OF THE DRAW, AND WORK WAY UP TO THE TOP OF THE
 MM0488'HILL, A DISTANCE OF 0.5 MILE.
 MM0488
 MM0488                          STATION RECOVERY (2005)
 MM0488
 MM0488'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0488'FROM ARTHER CO. COURT HOUSE GO S.W. ON HWY 61 FOR 0.9 MILES TO PAVED
 MM0488'DRIVE ON LEFT OPPOSITE ENTRANCE TO ARTHER CEMETARY. TURN LEFT AND
 MM0488'GO 0.2 MILES TO A GATE IN A E-W FENCE. PASS THROUGH GATE AND BEAR
 MM0488'SSE ACROSS PASTURE FOR 0.3 MILETO GATE IN E-W FENCE.PASS THROUGH
 MM0488'GATE, TURN LEFT AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.5 MILE
 MM0488'TO GATE IN N-S FENCE ABOUT 600 FEET SOUTH OF T FENCE CORNER, PASS
 MM0488'THROUGH GATE CONTINUE EAST FOR 0.1 MILE THEN LEFT NORTH 0.1 MILE TO
 MM0488'HIGHEST POINTAND STATION. BOTH RMS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0487 ***********************************************************************
 NO0487  DESIGNATION -  ASH
 NO0487  PID         -  NO0487
 NO0487  STATE/COUNTY-  NE/GRANT
 NO0487  COUNTRY     -  US
 NO0487  USGS QUAD   -  ASHBY (2017)
 NO0487
 NO0487                         *CURRENT SURVEY CONTROL
 NO0487  ______________________________________________________________________
 NO0487* NAD 83(1995) POSITION- 42 00 38.93840(N) 101 53 33.25860(W)   ADJUSTED
 NO0487* NAVD 88 ORTHO HEIGHT -  1219.    (meters)     3999.    (feet) SCALED
 NO0487  ______________________________________________________________________
 NO0487  GEOID HEIGHT    -        -19.209 (meters)                     GEOID18
 NO0487  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 NO0487  HORZ ORDER      -  SECOND
 NO0487
 NO0487.The horizontal coordinates were established by classical geodetic methods
 NO0487.and adjusted by the National Geodetic Survey in August 1997.
 NO0487
 NO0487.The orthometric height was scaled from a topographic map.
 NO0487
 NO0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0487.GEOID18 height accuracy estimate available here.
 NO0487
 NO0487.Click photographs - Photos may exist for this station.
 NO0487
 NO0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0487
 NO0487. The following values were computed from the NAD 83(1995) position.
 NO0487
 NO0487;                    North         East     Units Scale Factor Converg.
 NO0487;SPC NE       -   243,474.325   343,285.499   MT  0.99969737   -1 15 15.1
 NO0487;SPC NE       -   798,798.68  1,126,262.51   sFT  0.99969737   -1 15 15.1
 NO0487;UTM  14      - 4,655,025.524   260,473.884   MT  1.00030602   -1 56 12.6
 NO0487
 NO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0487!SPC NE       -   0.99981178  x   0.99969737  =   0.99950921
 NO0487!UTM  14      -   0.99981178  x   1.00030602  =   1.00011774
 NO0487
 NO0487:                Primary Azimuth Mark                     Grid Az
 NO0487:SPC NE       -  ASH AZ MK                                311 50 15.6
 NO0487:UTM  14      -  ASH AZ MK                                312 31 13.1
 NO0487
 NO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6047355025(NAD 83)
 NO0487
 NO0487|---------------------------------------------------------------------|
 NO0487| PID    Reference Object                     Distance      Geod. Az  |
 NO0487|                                                           dddmmss.s |
 NO0487| CP9526 ASH RM 1                             16.465 METERS 14148     |
 NO0487| CP9527 ASH RM 2                             11.536 METERS 22814     |
 NO0487| CP9525 ASH AZ MK                                          3103500.5 |
 NO0487|---------------------------------------------------------------------|
 NO0487
 NO0487                          SUPERSEDED SURVEY CONTROL
 NO0487
 NO0487  NAD 83(1986)-  42 00 38.93657(N)    101 53 33.26236(W) AD(       ) 2
 NO0487  NAD 27      -  42 00 38.99600(N)    101 53 31.60500(W) AD(       ) 2
 NO0487
 NO0487.Superseded values are not recommended for survey control.
 NO0487
 NO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0487.See file dsdata.pdf to determine how the superseded data were derived.
 NO0487
 NO0487_MARKER: DS = TRIANGULATION STATION DISK
 NO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0487_STAMPING: ASH 1946
 NO0487_MARK LOGO: CGS
 NO0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0487+STABILITY: SURFACE MOTION
 NO0487
 NO0487  HISTORY     - Date     Condition        Report By
 NO0487  HISTORY     - 1946     MONUMENTED       CGS
 NO0487
 NO0487                          STATION DESCRIPTION
 NO0487
 NO0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0487'THE STATION IS ON THE HIGHEST POINT AND NEAR THE CENTER OF
 NO0487'A HIGH, SAND RIDGE WHICH RUNS NORTH AND SOUTH.  IT IS 2.2 MILES
 NO0487'EAST SOUTHEAST OF ASHBY AND 0.6 MILE SOUTH OF STATE HIGHWAY
 NO0487'NO. 2, IN THE SW 1/4 S31, T24N, R39W.  IT PROJECTS 12 INCHES
 NO0487'AND IS STAMPED ASH 1946.
 NO0487'
 NO0487'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE FROM THE STATION
 NO0487'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 NO0487'11 INCHES AND IS STAMPED ASH NO 1 1946.
 NO0487'
 NO0487'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE FROM THE STATION AND
 NO0487'IS ABOUT 2.5 FEET BELOW STATION ELEVATION.  IT PROJECTS 11
 NO0487'INCHES AND IS STAMPED ASH NO 2 1946.
 NO0487'
 NO0487'AZIMUTH MARK IS 78 FEET SOUTH OF THE CENTERLINE OF STATE
 NO0487'HIGHWAY NO. 2, 46 FEET SOUTH OF A T FENCE INTERSECTION, 27
 NO0487'FEET NORTH OF THE CENTER OF DIRT ROAD AND CATTLE GUARD, AND
 NO0487'1 FOOT EAST OF A NORTH SOUTH FENCE LINE.  IT PROJECTS 8 INCHES
 NO0487'AND IS STAMPED ASH 1946.
 NO0487'
 NO0487'TO REACH THE STATION FROM A DIRT T ROAD NORTH AND STATE HIGHWAY
 NO0487'NO. 2 AT ASHBY, GO EAST ON STATE HIGHWAY NO. 2 FOR 1.45 MILES
 NO0487'TO A T ROAD RIGHT, SOUTH.  TURN RIGHT ON TO DIRT ROAD AND
 NO0487'GO 50 YARDS TO A CATTLE GUARD.  * CONTINUE ON ROAD SOUTH FOR
 NO0487'0.15 MILE TO A FORK.  HERE LEAVE THE ROAD AND DRIVE SOUTHEAST
 NO0487'ACROSS PASTURE AND UP STEEP SLOPE FOR 0.55 MILE TO THE HIGHEST
 NO0487'POINT AND THE STATION AS DESCRIBED.
 NO0487'
 NO0487'*THE AZIMUTH MARK IS AT THIS POINT MENTIONED IN THE ABOVE
 NO0487'DESCRIPTION.  IT IS 27 FEET NORTH OF CATTLE GUARD AS
 NO0487'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1074 ***********************************************************************
 LG1074  DESIGNATION -  ASH
 LG1074  PID         -  LG1074
 LG1074  STATE/COUNTY-  NE/GAGE
 LG1074  COUNTRY     -  US
 LG1074  USGS QUAD   -  ODELL (2017)
 LG1074
 LG1074                         *CURRENT SURVEY CONTROL
 LG1074  ______________________________________________________________________
 LG1074* NAD 83(1995) POSITION- 40 05 20.21572(N) 096 49 37.22032(W)   ADJUSTED
 LG1074* NAVD 88 ORTHO HEIGHT -   421.    (meters)     1381.    (feet) SCALED
 LG1074  ______________________________________________________________________
 LG1074  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 LG1074  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LG1074  HORZ ORDER      -  SECOND
 LG1074
 LG1074.The horizontal coordinates were established by classical geodetic methods
 LG1074.and adjusted by the National Geodetic Survey in August 1997.
 LG1074
 LG1074.The orthometric height was scaled from a topographic map.
 LG1074
 LG1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1074.GEOID18 height accuracy estimate available here.
 LG1074
 LG1074.Click photographs - Photos may exist for this station.
 LG1074
 LG1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1074
 LG1074. The following values were computed from the NAD 83(1995) position.
 LG1074
 LG1074;                    North         East     Units Scale Factor Converg.
 LG1074;SPC NE       -    33,347.258   770,531.033   MT  0.99996099   +2 06 09.8
 LG1074;SPC NE       -   109,406.80  2,527,983.90   sFT  0.99996099   +2 06 09.8
 LG1074;UTM  14      - 4,439,892.587   685,252.917   MT  1.00002249   +1 23 59.1
 LG1074
 LG1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1074!SPC NE       -   0.99993821  x   0.99996099  =   0.99989921
 LG1074!UTM  14      -   0.99993821  x   1.00002249  =   0.99996070
 LG1074
 LG1074:                Primary Azimuth Mark                     Grid Az
 LG1074:SPC NE       -  ASH AZ MK                                077 55 59.7
 LG1074:UTM  14      -  ASH AZ MK                                078 38 10.4
 LG1074
 LG1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8525239892(NAD 83)
 LG1074
 LG1074|---------------------------------------------------------------------|
 LG1074| PID    Reference Object                     Distance      Geod. Az  |
 LG1074|                                                           dddmmss.s |
 LG1074| CL6776 ASH AZ MK                                          0800209.5 |
 LG1074| CL6777 ASH RM 1                             23.213 METERS 14734     |
 LG1074| LG1075 ODELL MUNICIPAL TANK                APPROX. 4.3 KM 1531601.6 |
 LG1074| CL6778 ASH RM 2                             32.436 METERS 23304     |
 LG1074|---------------------------------------------------------------------|
 LG1074
 LG1074                          SUPERSEDED SURVEY CONTROL
 LG1074
 LG1074  NAD 83(1986)-  40 05 20.22204(N)    096 49 37.21740(W) AD(       ) 2
 LG1074  NAD 27      -  40 05 20.21300(N)    096 49 36.12300(W) AD(       ) 2
 LG1074
 LG1074.Superseded values are not recommended for survey control.
 LG1074
 LG1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1074.See file dsdata.pdf to determine how the superseded data were derived.
 LG1074
 LG1074_MARKER: DS = TRIANGULATION STATION DISK
 LG1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1074_STAMPING: ASH 1947
 LG1074_MARK LOGO: CGS
 LG1074_PROJECTION: FLUSH
 LG1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1074+STABILITY: SURFACE MOTION
 LG1074
 LG1074  HISTORY     - Date     Condition        Report By
 LG1074  HISTORY     - 1947     MONUMENTED       CGS
 LG1074  HISTORY     - 1969     GOOD             CGS
 LG1074
 LG1074                          STATION DESCRIPTION
 LG1074
 LG1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1074'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF DILLER, 2.8
 LG1074'MILES NORTHEAST OF ODELL, 0.2 MILE WEST OF A CROSSROAD, 30.5 FEET
 LG1074'NORTH OF THE CENTER OF A GRAVELED ROAD, 4.5 FEET SOUTHWEST OF A
 LG1074'FENCE CORNER, AND 4 FEET WEST OF A WITNESS POST.  IT IS SET FLUSH
 LG1074'WITH THE GROUND AND IS STAMPED ASH 1947.
 LG1074'
 LG1074'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND IS 34
 LG1074'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 8
 LG1074'INCHES AND IS STAMPED ASH NO 1 1947.
 LG1074'
 LG1074'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE AND IS 34
 LG1074'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 8 INCHES
 LG1074'AND IS STAMPED ASH NO 2 1947.
 LG1074'
 LG1074'AZIMUTH MARK IS 266 FEET NORTH OF THE INTERSECTION OF A CROSSROAD,
 LG1074'29 FEET WEST OF THE CENTER OF A DIRT ROAD, 3 FEET SOUTH OF A
 LG1074'WITNESS POST, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LG1074'PROJECTS 8 INCHES AND IS STAMPED ASH 1947.
 LG1074'
 LG1074'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO SOUTH ON
 LG1074'STATE HIGHWAY NO. 103 FOR 1.4 MILES TO A CROSSROAD, TURN LEFT,
 LG1074'EAST, AND GO 5.75 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1074'
 LG1074'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.2 MILE TO A
 LG1074'CROSSROAD, TURN LEFT, NORTH, AND GO 266 FEET TO THE AZIMUTH MARK
 LG1074'ON THE LEFT AS DESCRIBED.
 LG1074'
 LG1074'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE AT 4 FEET.
 LG1074'
 LG1074'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 4 FEET.
 LG1074'
 LG1074'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LG1074
 LG1074                          STATION RECOVERY (1969)
 LG1074
 LG1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1074'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1074'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG1074'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE
 LG1074'FOR RECOVERY.
 LG1074'
 LG1074'THE STATION IS 1 FOOT SOUTHWEST OF THE EAST GATE POST FOR A WIRE
 LG1074'GATE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LG1074'
 LG1074'THE AZIMUTH MARK IS 2.5 FEET EAST OF A NORTH-SOUTH FENCE AND 1
 LG1074'FOOT SOUTH OF A METAL WITNESS POST.
 LG1074'
 LG1074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.8
 LG1074'MILES NORTHEAST OF ODELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1216 ***********************************************************************
 MJ1216  DESIGNATION -  ASH
 MJ1216  PID         -  MJ1216
 MJ1216  STATE/COUNTY-  NE/CASS
 MJ1216  COUNTRY     -  US
 MJ1216  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1216
 MJ1216                         *CURRENT SURVEY CONTROL
 MJ1216  ______________________________________________________________________
 MJ1216* NAD 83(1995) POSITION- 41 02 40.67200(N) 095 58 59.07932(W)   ADJUSTED
 MJ1216* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 MJ1216  ______________________________________________________________________
 MJ1216  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 MJ1216  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 MJ1216  HORZ ORDER      -  FIRST
 MJ1216
 MJ1216.The horizontal coordinates were established by classical geodetic methods
 MJ1216.and adjusted by the National Geodetic Survey in August 1997.
 MJ1216
 MJ1216.The orthometric height was scaled from a topographic map.
 MJ1216
 MJ1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1216.GEOID18 height accuracy estimate available here.
 MJ1216
 MJ1216.Click photographs - Photos may exist for this station.
 MJ1216
 MJ1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1216
 MJ1216. The following values were computed from the NAD 83(1995) position.
 MJ1216
 MJ1216;                    North         East     Units Scale Factor Converg.
 MJ1216;SPC NE       -   142,327.777   837,510.547   MT  0.99969079   +2 39 43.2
 MJ1216;SPC NE       -   466,953.72  2,747,732.52   sFT  0.99969079   +2 39 43.2
 MJ1216;UTM  15      - 4,547,999.586   249,272.121   MT  1.00037379   -1 57 35.4
 MJ1216;UTM  14      - 4,548,097.493   753,572.903   MT  1.00039145   +1 58 55.6
 MJ1216
 MJ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1216!SPC NE       -   0.99994807  x   0.99969079  =   0.99963887
 MJ1216!UTM  15      -   0.99994807  x   1.00037379  =   1.00032184
 MJ1216!UTM  14      -   0.99994807  x   1.00039145  =   1.00033950
 MJ1216
 MJ1216:                Primary Azimuth Mark                     Grid Az
 MJ1216:SPC NE       -  ASH AZ MK                                182 09 04.5
 MJ1216:UTM  15      -  ASH AZ MK                                186 46 23.1
 MJ1216:UTM  14      -  ASH AZ MK                                182 49 52.1
 MJ1216
 MJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4927247999(NAD 83)
 MJ1216
 MJ1216|---------------------------------------------------------------------|
 MJ1216| PID    Reference Object                     Distance      Geod. Az  |
 MJ1216|                                                           dddmmss.s |
 MJ1216| MJ1250 AIRWAY BEACON 0                     APPROX.29.5 KM 0230847.5 |
 MJ1216| MJ1205 AIRWAY BN 14 FLASH RED WHITE        APPROX.22.5 KM 1022154.6 |
 MJ1216| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 8.6 KM 1091849.5 |
 MJ1216| MJ1217 PLATTSMOUTH CENTER HS CUPOLA        APPROX. 8.6 KM 1150436.4 |
 MJ1216| CL6774 ASH RM 1                             36.238 METERS 18044     |
 MJ1216| CL6773 ASH AZ MK                                          1844847.7 |
 MJ1216| MK1994 LOUISVILLE ASHEVILLE CEM STK        APPROX.15.0 KM 2534824.5 |
 MJ1216| MK1998 AIRWAY BN 87 FLASH RED WHITE        APPROX.23.9 KM 2981530.3 |
 MJ1216| CL6775 ASH RM 2                             38.142 METERS 30452     |
 MJ1216|---------------------------------------------------------------------|
 MJ1216
 MJ1216                          SUPERSEDED SURVEY CONTROL
 MJ1216
 MJ1216  NAD 83(1986)-  41 02 40.67976(N)    095 58 59.07692(W) AD(       ) 1
 MJ1216  NAD 27      -  41 02 40.68700(N)    095 58 58.02872(W) AD(       ) 1
 MJ1216
 MJ1216.Superseded values are not recommended for survey control.
 MJ1216
 MJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1216.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1216
 MJ1216_MARKER: DS = TRIANGULATION STATION DISK
 MJ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1216_STAMPING: ASH 1934
 MJ1216_MARK LOGO: CGS
 MJ1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1216+STABILITY: SURFACE MOTION
 MJ1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1216+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1996
 MJ1216
 MJ1216  HISTORY     - Date     Condition        Report By
 MJ1216  HISTORY     - 1934     MONUMENTED       CGS
 MJ1216  HISTORY     - 1975     GOOD             NEDR
 MJ1216  HISTORY     - 19961031 GOOD             NEDR
 MJ1216
 MJ1216                          STATION DESCRIPTION
 MJ1216
 MJ1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1216'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 5 MILES WEST OF
 MJ1216'PLATTSMOUTH, IN THE NORTHWEST QUARTER OF SEC. 5, T. 12 N., R. 13
 MJ1216'E., ON LAND OWNED BY THE ASH GROVE CEMENT CO. AND RENTED BY
 MJ1216'FRANK SVOBODA WHO LIVES ABOUT ONE-HALF SOUTHEAST OF STATION, AND
 MJ1216'IS UNDER THE CHARGE OF SEARL S. DAVIS OF PLATTSMOUTH, IT IS ON
 MJ1216'HIGHEST POINT OF HILL, WHICH IS BARE AND SURROUNDED BY ABOUT
 MJ1216'20-FOOT OAK TREES, ABOUT 350 FEET SOUTH OF SECTION-LINE FENCE
 MJ1216'AND POWER LINE.
 MJ1216'
 MJ1216'REACHED FROM THE INTERSECTION OF THE MAIN STREET AND U.S. HIGHWAY
 MJ1216'75 IN PLATTSMOUTH BY GOING NORTH ON U.S. HIGHWAY 75 FOR 3.2
 MJ1216'MILES TO CROSSROADS JUST AFTER CROSSING ANOTHER ROAD, TURN LEFT
 MJ1216'AND GO WEST 2.1 MILES, THEN TURN LEFT AND GO SOUTH 0.5 MILE, THEN
 MJ1216'TURN RIGHT AND GO WEST 0.5 MILE TO CROSSROADS AT A SCHOOLHOUSE,
 MJ1216'THEN TURN RIGHT AND GO NORTH 0.5 MILE, THEN LEFT AND GO WEST
 MJ1216'ALONG POWER LINE 0.35 MILE TO MR. W.A. GALLOWAYS HOUSE, GO
 MJ1216'THROUGH GATE JUST WEST OF THE CORN CRIB, THEN THROUGH CORRALS
 MJ1216'AND A LANE TO A GATE IN AN EAST-AND-WEST SECTION-LINE FENCE
 MJ1216'AT TWO POWER-LINE POLES.  FROM GATE GO SOUTHWEST ON A DIM
 MJ1216'ROAD TO ANOTHER GATE IN A NORTH-AND-SOUTH WIRE FENCE,
 MJ1216'CONTINUE SOUTHWEST ON THIS DIM ROAD THROUGH TIMBER 0.2 MILE TO
 MJ1216'TOP OF BARE RIDGE, THEN RIGHT AND FOLLOW DIM ROAD NORTHWEST
 MJ1216'0.2 MILE TO THE HIGHEST POINT ON THE HILL AND STATION.
 MJ1216'
 MJ1216'REFERENCE MARK NO. 1 IS 36.238 METERS (118.90 FEET)
 MJ1216'SOUTH OF STATION AND PROJECTS ABOUT 6 INCHES.
 MJ1216'
 MJ1216'REFERENCE MARK NO. 2 IS 38.142 METERS (125.14 FEET)
 MJ1216'NORTHWEST OF STATION AND PROJECTS ABOUT 8 INCHES.
 MJ1216'
 MJ1216'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF STATION.  TO
 MJ1216'REACH FROM STATION, GO TO SCHOOLHOUSE AT CROSSROADS ABOUT 1.0
 MJ1216'MILE SOUTHEAST OF STATION (SEE DESCRIPTION ON HOW TO REACH
 MJ1216'STATION TO GET TO THE SCHOOLHOUSE).  FROM SCHOOLHOUSE, GO WEST
 MJ1216'0.8 MILE TO WHERE THE ROAD CURVES SOUTH AND MARK IS ABOUT 25
 MJ1216'FEET WEST OF THE CENTERLINE OF THE ROAD AT CURVE, ON A
 MJ1216'NORTH-AND-SOUTH FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE
 MJ1216'GROUND.
 MJ1216'
 MJ1216'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MJ1216
 MJ1216                          STATION RECOVERY (1975)
 MJ1216
 MJ1216'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MJ1216'STATION, REF 1, REF 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 MJ1216'
 MJ1216'NEAREST TOWN--PLATTSMOUTH.
 MJ1216
 MJ1216                          STATION RECOVERY (1996)
 MJ1216
 MJ1216'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MJ1216'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION, AS WERE THE
 MJ1216'REFERENCE MARKS.  THE AZIMUTH MARK WAS FOUND PROJECTING ABOUT 2 FT
 MJ1216'(0.6 M) OUT OF THE GROUND AND TILTED.  A NEW ROUTING TO THE MARK
 MJ1216'FOLLOWS.  TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAY 75 WITH
 MJ1216'B STREET, IN PLATTSMOUTH, GO NORTH ON THE HIGHWAY FOR 2.4 MI (3.9 KM)
 MJ1216'TO A PAVED COUNTY ROAD GOING WEST.  TURN LEFT AND GO WEST FOR 2.1 MI
 MJ1216'(3.4 KM) TO A CURVE TO THE SOUTH.  CONTINUE SOUTH FOR 0.5 MI (0.8 KM)
 MJ1216'TO A CURVE WEST.  FOLLOW THE ROAD WEST FOR 0.95 MI (1.53 KM) TO A FARM
 MJ1216'DRIVE.  TURN RIGHT AND FOLLOW FARM DRIVE/FIELD ROAD NORTH FOR 0.45 MI
 MJ1216'(0.72 KM) TO A GATE.  TURN LEFT AND FOLLOW A PASTURE ROAD WESTERLY,
 MJ1216'ALONG A POWER LINE AND PAST A CONCRETE CISTERN, FOR 0.25 MI (0.40 KM)
 MJ1216'TO THE MARK, ON HIGHEST PART OF A HILL NORTH OF THE POWER LINE, IN THE
 MJ1216'NW 1/4, SEC5, T12N, R13E.  STATION VISIBILITY FOR GPS RESTRICTED BY
 MJ1216'TREES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0621 ***********************************************************************
 NP0621  DESIGNATION -  ASHBY
 NP0621  PID         -  NP0621
 NP0621  STATE/COUNTY-  NE/GRANT
 NP0621  COUNTRY     -  US
 NP0621  USGS QUAD   -  BINGHAM (2017)
 NP0621
 NP0621                         *CURRENT SURVEY CONTROL
 NP0621  ______________________________________________________________________
 NP0621* NAD 83(1995) POSITION- 42 01 29.46972(N) 102 00 06.94965(W)   ADJUSTED
 NP0621* NAVD 88 ORTHO HEIGHT -  1287.    (meters)     4222.    (feet) SCALED
 NP0621  ______________________________________________________________________
 NP0621  GEOID HEIGHT    -        -19.088 (meters)                     GEOID18
 NP0621  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 NP0621  HORZ ORDER      -  FIRST
 NP0621
 NP0621.The horizontal coordinates were established by classical geodetic methods
 NP0621.and adjusted by the National Geodetic Survey in August 1997.
 NP0621
 NP0621.The orthometric height was scaled from a topographic map.
 NP0621
 NP0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0621.GEOID18 height accuracy estimate available here.
 NP0621
 NP0621.Click photographs - Photos may exist for this station.
 NP0621
 NP0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0621
 NP0621. The following values were computed from the NAD 83(1995) position.
 NP0621
 NP0621;                    North         East     Units Scale Factor Converg.
 NP0621;SPC NE       -   245,236.469   334,267.713   MT  0.99969956   -1 19 36.0
 NP0621;SPC NE       -   804,579.98  1,096,676.66   sFT  0.99969956   -1 19 36.0
 NP0621;UTM  13      - 4,656,885.057   748,208.281   MT  1.00035814   +2 00 29.1
 NP0621;UTM  14      - 4,656,896.273   251,472.045   MT  1.00036009   -2 00 38.4
 NP0621
 NP0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0621!SPC NE       -   0.99980125  x   0.99969956  =   0.99950087
 NP0621!UTM  13      -   0.99980125  x   1.00035814  =   1.00015932
 NP0621!UTM  14      -   0.99980125  x   1.00036009  =   1.00016127
 NP0621
 NP0621:                Primary Azimuth Mark                     Grid Az
 NP0621:SPC NE       -  ASHBY AZ MK                              212 29 17.4
 NP0621:UTM  13      -  ASHBY AZ MK                              209 09 12.3
 NP0621:UTM  14      -  ASHBY AZ MK                              213 10 19.8
 NP0621
 NP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4820856885(NAD 83)
 NP0621
 NP0621|---------------------------------------------------------------------|
 NP0621| PID    Reference Object                     Distance      Geod. Az  |
 NP0621|                                                           dddmmss.s |
 NP0621| NO0488 ASHBY CBQ RR WATER TANK             APPROX. 6.2 KM 0930742.0 |
 NP0621| CP9532 ASHBY RM 1                           10.284 METERS 11123     |
 NP0621| CP9533 ASHBY RM 2                            7.684 METERS 20921     |
 NP0621| CP9531 ASHBY AZ MK                                        2110941.4 |
 NP0621|---------------------------------------------------------------------|
 NP0621
 NP0621                          SUPERSEDED SURVEY CONTROL
 NP0621
 NP0621  NAD 83(1986)-  42 01 29.46776(N)    102 00 06.95226(W) AD(       ) 1
 NP0621  NAD 27      -  42 01 29.53200(N)    102 00 05.29300(W) AD(       ) 1
 NP0621
 NP0621.Superseded values are not recommended for survey control.
 NP0621
 NP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0621.See file dsdata.pdf to determine how the superseded data were derived.
 NP0621
 NP0621_MARKER: DS = TRIANGULATION STATION DISK
 NP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0621_STAMPING: ASHBY 1946
 NP0621_MARK LOGO: CGS
 NP0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0621+STABILITY: SURFACE MOTION
 NP0621
 NP0621  HISTORY     - Date     Condition        Report By
 NP0621  HISTORY     - 1946     MONUMENTED       CGS
 NP0621  HISTORY     - 1946     GOOD             CGS
 NP0621  HISTORY     - 1958     GOOD             CGS
 NP0621
 NP0621                          STATION DESCRIPTION
 NP0621
 NP0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0621'THE STATION IS ON THE SUMMIT OF A LARGE SAND HILL AND IS 4.5
 NP0621'MILES, AIR LINE, WEST OF ASHBY, 0.5 MILE, AIR LINE, NORTH OF
 NP0621'STATE HIGHWAY NO. 2, AND IS BELIEVED TO BE JUST EAST OF THE
 NP0621'SHERIDAN-GRANT COUNTY LINE, NEAR THE NW CORNER OF THE SW 1/4 S 30,
 NP0621'T 24 N, R 40 W AND IS ON A TANGENT WITH THE RAILROAD RUNNING
 NP0621'INTO ASHBY.  IT PROJECTS 12 INCHES AND IS STAMPED ASHBY 1946.
 NP0621'
 NP0621'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL AND
 NP0621'ABOUT 4 FEET BELOW THE STATION.  IT PROJECTS 12 INCHES AND IS
 NP0621'STAMPED ASHBY NO 1 1946.
 NP0621'
 NP0621'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND
 NP0621'ABOUT 1.5 FEET BELOW THE STATION.  IT PROJECTS 12 INCHES AND IS
 NP0621'STAMPED ASHBY NO 2 1946.
 NP0621'
 NP0621'AZIMUTH MARK IS 4.3 MILES, BY ROAD, WEST OF ASHBY, 29 FEET
 NP0621'SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 2, AND 0.5 FOOT
 NP0621'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES AND IS
 NP0621'STAMPED ASHBY 1946.
 NP0621'
 NP0621'TO REACH THE STATION FROM ASHBY, GO WEST ON STATE HIGHWAY NO. 2
 NP0621'FOR 5.55 MILES TO A T ROAD RIGHT, NORTH.  TURN RIGHT, CROSSING
 NP0621'RAILROAD AND THROUGH A WIRE GATE AND CONTINUE ON TRACK ROAD FOR
 NP0621'1.2 MILES TO A RANCH HOUSE, GO THROUGH BARNYARD AND THROUGH A
 NP0621'WIRE GATE, CONTINUE EAST ON TRACK ROAD FOR 0.7 MILE TO A CATTLE
 NP0621'GUARD, CROSS OVER CATTLE GUARD, TURN RIGHT, SOUTH, AND FOLLOW
 NP0621'ALONG CATTLE TRAIL UP THE FIRST RIDGE EAST OF A NORTH-SOUTH
 NP0621'FENCE LINE FOR 0.85 MILE TO THE SUMMIT AND THE STATION AS
 NP0621'DESCRIBED.
 NP0621'
 NP0621'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE ABOVE
 NP0621'DESCRIPTION BACK TO STATE HIGHWAY NO. 2, TURN LEFT, EAST, AND
 NP0621'GO 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, AS
 NP0621'DESCRIBED.
 NP0621'
 NP0621'A 77 FOOT TOWER IS REQUIRED TO SEE STATION JAMESON.
 NP0621'
 NP0621'A 77 FOOT TOWER IS REQUIRED TO SEE STATION MOTHER.
 NP0621'
 NP0621'ALL OTHER STATIONS CAN BE SEEN FROM A 4 FOOT TRIPOD.
 NP0621
 NP0621                          STATION RECOVERY (1946)
 NP0621
 NP0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 NP0621'ALL MARKS ARE IN GOOD CONDITION.  STATION IS 4 MILES WEST OF
 NP0621'ASHBY, NEBRASKA AND ABOUT 0.4 MILE NORTH OF STATE HIGHWAY 2
 NP0621'ON THE HIGHEST POINT OF A SAND HILL ON PROPERTY BELONGING TO
 NP0621'MR. GEORGE PETERSON.  STATION IS ABOUT HALF WAY BETWEEN THE
 NP0621'EXTENDED CENTER-LINES OF THE 2 MILE STRETCH OF STRAIGHT RAILROAD
 NP0621'TRACK AND HIGHWAY WEST OF ASHBY.
 NP0621'
 NP0621'TO REACH FROM ASHBY DRIVE WEST ON STATE HIGHWAY 2 FOR 5.55
 NP0621'MILES, TURN RIGHT ACROSS TRACK AND PASS THROUGH GATE FOR 1.2
 NP0621'MILES TO RANCH BUILDINGS.  CONTINUE EAST ALONG FARM ROAD 0.7
 NP0621'MILE AND PASS THROUGH CATTLE GUARD.  HERE TURN RIGHT UP RIDGE
 NP0621'TO EAST OF NORTH-SOUTH FENCE LINE 0.85 MILE TO HIGHEST POINT AND
 NP0621'STATION.
 NP0621
 NP0621                          STATION RECOVERY (1958)
 NP0621
 NP0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0621'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NP0621'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 NP0621'MARK ALONG STATE HIGHWAY 2.  IT WAS MOVED ON LINE TOWARD THE
 NP0621'STATION.  A SHORT DESCRIPTION OF THE RESET AZIMUTH MARK FOLLOWS.
 NP0621'
 NP0621'AZIMUTH MARK (RESET) IS 0.7 MILE SOUTHWEST OF THE STATION, ABOUT
 NP0621'75 YARDS SOUTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0621'TRACKS, 120 FEET NORTH OF THE CENTER OF NEW STATE HIGHWAY 2,
 NP0621'10 FEET SOUTH OF THE SOUTH EDGE OF A DEEP CUT FOR THE RAILROAD
 NP0621'TRACKS, AND 2.5 FEET WEST-NORTHWEST OF A WITNESS POST.  THE
 NP0621'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ASHBY 1946 RESET
 NP0621'1958.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0488 ***********************************************************************
 NO0488  DESIGNATION -  ASHBY CBQ RR WATER TANK
 NO0488  PID         -  NO0488
 NO0488  STATE/COUNTY-  NE/GRANT
 NO0488  COUNTRY     -  US
 NO0488  USGS QUAD   -  ASHBY (2017)
 NO0488
 NO0488                         *CURRENT SURVEY CONTROL
 NO0488  ______________________________________________________________________
 NO0488* NAD 83(1995) POSITION- 42 01 18.41251(N) 101 55 37.77861(W)   ADJUSTED
 NO0488  ______________________________________________________________________
 NO0488  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 NO0488  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 NO0488  HORZ ORDER      -  THIRD
 NO0488
 NO0488.The horizontal coordinates were established by classical geodetic methods
 NO0488.and adjusted by the National Geodetic Survey in August 1997.
 NO0488
 NO0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0488.GEOID18 height accuracy estimate available here.
 NO0488
 NO0488.Click photographs - Photos may exist for this station.
 NO0488
 NO0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0488
 NO0488. The following values were computed from the NAD 83(1995) position.
 NO0488
 NO0488;                    North         East     Units Scale Factor Converg.
 NO0488;SPC NE       -   244,754.849   340,448.972   MT  0.99969908   -1 16 37.6
 NO0488;SPC NE       -   802,999.87  1,116,956.34   sFT  0.99969908   -1 16 37.6
 NO0488;UTM  14      - 4,656,340.577   257,651.082   MT  1.00032276   -1 57 37.6
 NO0488;UTM  13      - 4,656,763.758   754,411.293   MT  1.00039651   +2 03 29.2
 NO0488
 NO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5765156340(NAD 83)
 NO0488
 NO0488                          SUPERSEDED SURVEY CONTROL
 NO0488
 NO0488  NAD 83(1986)-  42 01 18.41000(N)    101 55 37.78134(W) AD(       ) 3
 NO0488  NAD 27      -  42 01 18.47000(N)    101 55 36.13000(W) AD(       ) 3
 NO0488
 NO0488.Superseded values are not recommended for survey control.
 NO0488
 NO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0488.See file dsdata.pdf to determine how the superseded data were derived.
 NO0488
 NO0488_MARKER: 51 = TANK
 NO0488
 NO0488  HISTORY     - Date     Condition        Report By
 NO0488  HISTORY     - 1946     FIRST OBSERVED   CGS
 NO0488
 NO0488                          STATION DESCRIPTION
 NO0488
 NO0488'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0700 ***********************************************************************
 MK0700  DESIGNATION -  ASHLAND
 MK0700  PID         -  MK0700
 MK0700  STATE/COUNTY-  NE/SAUNDERS
 MK0700  COUNTRY     -  US
 MK0700  USGS QUAD   -  ASHLAND EAST (2017)
 MK0700
 MK0700                         *CURRENT SURVEY CONTROL
 MK0700  ______________________________________________________________________
 MK0700* NAD 83(1986) POSITION- 41 02 21.     (N) 096 22 21.     (W)   SCALED
 MK0700* NAVD 88 ORTHO HEIGHT -   334.025 (meters)     1095.88  (feet) ADJUSTED
 MK0700  ______________________________________________________________________
 MK0700  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 MK0700  DYNAMIC HEIGHT  -        333.889 (meters)     1095.43  (feet) COMP
 MK0700  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 MK0700
 MK0700  VERT ORDER      -  SECOND    CLASS 0
 MK0700
 MK0700.The horizontal coordinates were scaled from a map and have
 MK0700.an estimated accuracy of +/- 6 seconds.
 MK0700
 MK0700.The orthometric height was determined by differential leveling and
 MK0700.adjusted by the NATIONAL GEODETIC SURVEY
 MK0700.in June 1991.
 MK0700
 MK0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0700.GEOID18 height accuracy estimate available here.
 MK0700
 MK0700.Click photographs - Photos may exist for this station.
 MK0700
 MK0700.The dynamic height is computed by dividing the NAVD 88
 MK0700.geopotential number by the normal gravity value computed on the
 MK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0700.degrees latitude (g = 980.6199 gals.).
 MK0700
 MK0700.The modeled gravity was interpolated from observed gravity values.
 MK0700
 MK0700;                    North         East    Units  Estimated Accuracy
 MK0700;SPC NE       -   140,280.      804,840.      MT  (+/- 180 meters Scaled)
 MK0700
 MK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL208464(NAD 83)
 MK0700
 MK0700                          SUPERSEDED SURVEY CONTROL
 MK0700
 MK0700  NGVD 29 (??/??/92)  333.922  (m)         1095.54   (f) ADJ UNCH    2 0
 MK0700
 MK0700.Superseded values are not recommended for survey control.
 MK0700
 MK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0700.See file dsdata.pdf to determine how the superseded data were derived.
 MK0700
 MK0700_MARKER: DB = BENCH MARK DISK
 MK0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0700_STAMPING: ASHLAND 1934
 MK0700_MARK LOGO: CGS
 MK0700_PROJECTION: FLUSH
 MK0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0700+STABILITY: SURFACE MOTION
 MK0700
 MK0700  HISTORY     - Date     Condition        Report By
 MK0700  HISTORY     - 1934     MONUMENTED       CGS
 MK0700  HISTORY     - 1950     GOOD             CGS
 MK0700  HISTORY     - 1970     GOOD             LOCSUR
 MK0700  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 MK0700
 MK0700                          STATION DESCRIPTION
 MK0700
 MK0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0700'AT ASHLAND.
 MK0700'AT ASHLAND, AT THE CITY HALL, 9.2 FEET SOUTHWEST OF THE SOUTHEAST
 MK0700'CORNER OF THE BUILDING, 13.2 FEET NORTH OF THE NORTH CURB OF
 MK0700'SILVER STREET, 1.2 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 MK0700'SIDEWALK, 21.2 FEET EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY,
 MK0700'AT THE WEST EDGE OF THE BUSINESS DISTRICT, SET IN THE TOP OF A
 MK0700'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0700
 MK0700                          STATION RECOVERY (1970)
 MK0700
 MK0700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 MK0700'RECOVERED IN GOOD CONDITION.
 MK0700
 MK0700                          STATION RECOVERY (2004)
 MK0700
 MK0700'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0700'MARK NOT FOUND. THE CITY HALL REFERENCED IN THE 1950 DESCRIPTION WAS
 MK0700'AT N. 18TH AND SILVER STREETS IN THE NORTHEAST CORNER OF THE
 MK0700'INTERSECTION. MARK SEARCHED FOR AT LENGTH, BUT THE SPECIFIC SITE COULD
 MK0700'NOT BE DETERMINED.  9.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 MK0700'CURRENT BUILDING IS NOW COVERED OVER WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2011 ***********************************************************************
 MK2011  DESIGNATION -  ASHLAND RADIO MAST
 MK2011  PID         -  MK2011
 MK2011  STATE/COUNTY-  NE/SAUNDERS
 MK2011  COUNTRY     -  US
 MK2011  USGS QUAD   -  ASHLAND EAST (2017)
 MK2011
 MK2011                         *CURRENT SURVEY CONTROL
 MK2011  ______________________________________________________________________
 MK2011* NAD 83(1995) POSITION- 41 01 45.78635(N) 096 21 01.25989(W)   ADJUSTED
 MK2011  ______________________________________________________________________
 MK2011  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 MK2011  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 MK2011  HORZ ORDER      -  THIRD
 MK2011
 MK2011.The horizontal coordinates were established by classical geodetic methods
 MK2011.and adjusted by the National Geodetic Survey in August 1997.
 MK2011
 MK2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2011.GEOID18 height accuracy estimate available here.
 MK2011
 MK2011.Click photographs - Photos may exist for this station.
 MK2011
 MK2011.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2011
 MK2011. The following values were computed from the NAD 83(1995) position.
 MK2011
 MK2011;                    North         East     Units Scale Factor Converg.
 MK2011;SPC NE       -   139,268.435   806,742.207   MT  0.99969295   +2 25 07.0
 MK2011;SPC NE       -   456,916.52  2,646,786.72   sFT  0.99969295   +2 25 07.0
 MK2011;UTM  14      - 4,545,401.477   722,751.746   MT  1.00021073   +1 44 24.2
 MK2011
 MK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2275145401(NAD 83)
 MK2011
 MK2011                          SUPERSEDED SURVEY CONTROL
 MK2011
 MK2011  NAD 83(1986)-  41 01 45.79819(N)    096 21 01.26252(W) AD(       ) 3
 MK2011  NAD 27      -  41 01 45.79711(N)    096 21 00.19932(W) AD(       ) 3
 MK2011
 MK2011.Superseded values are not recommended for survey control.
 MK2011
 MK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2011.See file dsdata.pdf to determine how the superseded data were derived.
 MK2011
 MK2011_MARKER: 42 = RADIO/TV MAST
 MK2011
 MK2011  HISTORY     - Date     Condition        Report By
 MK2011  HISTORY     - 1967     FIRST OBSERVED   USGS
 MK2011
 MK2011                          STATION DESCRIPTION
 MK2011
 MK2011'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1111 ***********************************************************************
 ML1111  DESIGNATION -  ASHTON MUNICIPAL TANK
 ML1111  PID         -  ML1111
 ML1111  STATE/COUNTY-  NE/SHERMAN
 ML1111  COUNTRY     -  US
 ML1111  USGS QUAD   -  ASHTON (2017)
 ML1111
 ML1111                         *CURRENT SURVEY CONTROL
 ML1111  ______________________________________________________________________
 ML1111* NAD 83(1995) POSITION- 41 14 48.65731(N) 098 48 03.79111(W)   ADJUSTED
 ML1111  ______________________________________________________________________
 ML1111  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 ML1111  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 ML1111  HORZ ORDER      -  THIRD
 ML1111
 ML1111.The horizontal coordinates were established by classical geodetic methods
 ML1111.and adjusted by the National Geodetic Survey in August 1997.
 ML1111
 ML1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1111.GEOID18 height accuracy estimate available here.
 ML1111
 ML1111.Click photographs - Photos may exist for this station.
 ML1111
 ML1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1111
 ML1111. The following values were computed from the NAD 83(1995) position.
 ML1111
 ML1111;                    North         East     Units Scale Factor Converg.
 ML1111;SPC NE       -   157,632.913   600,459.828   MT  0.99966876   +0 47 40.3
 ML1111;SPC NE       -   517,167.32  1,970,008.62   sFT  0.99966876   +0 47 40.3
 ML1111;UTM  14      - 4,566,179.340   516,669.165   MT  0.99960342   +0 07 52.2
 ML1111
 ML1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1666966179(NAD 83)
 ML1111
 ML1111                          SUPERSEDED SURVEY CONTROL
 ML1111
 ML1111  NAD 83(1986)-  41 14 48.66446(N)    098 48 03.79432(W) AD(       ) 3
 ML1111  NAD 27      -  41 14 48.62300(N)    098 48 02.50600(W) AD(       ) 3
 ML1111
 ML1111.Superseded values are not recommended for survey control.
 ML1111
 ML1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1111.See file dsdata.pdf to determine how the superseded data were derived.
 ML1111
 ML1111_MARKER: 53 = ELEVATED TANK
 ML1111
 ML1111  HISTORY     - Date     Condition        Report By
 ML1111  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1111  HISTORY     - 20040809 GOOD             USPSQD
 ML1111
 ML1111                          STATION DESCRIPTION
 ML1111
 ML1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1111'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF ASHTON, 45
 ML1111'FEET SOUTH FROM CENTER OF A EAST-WEST STREET.  IT IS A FOUR
 ML1111'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP AND
 ML1111'HAS AN OVERALL HEIGHT OF 80 FEET.
 ML1111'
 ML1111'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF.
 ML1111
 ML1111                          STATION RECOVERY (2004)
 ML1111
 ML1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML1111'STATION FOUND GOOD. TANK IS SILVER EXCEPT THE BOTTOM OF THE BOWL AND
 ML1111'THE LEGS OF THE STRUCTURE ARE BLACK. TANK HAS BLACK LETTERS ASHTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1025 ***********************************************************************
 NM1025  DESIGNATION -  ATEN AZ MK
 NM1025  PID         -  NM1025
 NM1025  STATE/COUNTY-  NE/CEDAR
 NM1025  COUNTRY     -  US
 NM1025  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1025
 NM1025                         *CURRENT SURVEY CONTROL
 NM1025  ______________________________________________________________________
 NM1025* NAD 83(1986) POSITION- 42 50 19.     (N) 097 26 41.     (W)   SCALED
 NM1025* NAVD 88 ORTHO HEIGHT -   381.615 (meters)     1252.02  (feet) ADJUSTED
 NM1025  ______________________________________________________________________
 NM1025  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1025  DYNAMIC HEIGHT  -        381.505 (meters)     1251.65  (feet) COMP
 NM1025  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 NM1025
 NM1025  VERT ORDER      -  FIRST     CLASS II
 NM1025
 NM1025.The horizontal coordinates were scaled from a map and have
 NM1025.an estimated accuracy of +/- 6 seconds.
 NM1025
 NM1025.The orthometric height was determined by differential leveling and
 NM1025.adjusted by the NATIONAL GEODETIC SURVEY
 NM1025.in June 1991.
 NM1025
 NM1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1025.GEOID18 height accuracy estimate available here.
 NM1025
 NM1025.Click photographs - Photos may exist for this station.
 NM1025
 NM1025.The dynamic height is computed by dividing the NAVD 88
 NM1025.geopotential number by the normal gravity value computed on the
 NM1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1025.degrees latitude (g = 980.6199 gals.).
 NM1025
 NM1025.The modeled gravity was interpolated from observed gravity values.
 NM1025
 NM1025;                    North         East    Units  Estimated Accuracy
 NM1025;SPC NE       -   336,780.      708,860.      MT  (+/- 180 meters Scaled)
 NM1025
 NM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN271440(NAD 83)
 NM1025
 NM1025                          SUPERSEDED SURVEY CONTROL
 NM1025
 NM1025  NGVD 29 (??/??/92)  381.412  (m)         1251.35   (f) ADJ UNCH    1 2
 NM1025
 NM1025.Superseded values are not recommended for survey control.
 NM1025
 NM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1025.See file dsdata.pdf to determine how the superseded data were derived.
 NM1025
 NM1025_MARKER: DZ = AZIMUTH MARK DISK
 NM1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1025_STAMPING: ATEN 1948
 NM1025_MARK LOGO: CGS
 NM1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1025+STABILITY: SURFACE MOTION
 NM1025
 NM1025  HISTORY     - Date     Condition        Report By
 NM1025  HISTORY     - 1948     MONUMENTED       CGS
 NM1025  HISTORY     - 1949     GOOD             CGS
 NM1025  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1025  HISTORY     - 19810609 SEE DESCRIPTION  NGS
 NM1025
 NM1025                          STATION DESCRIPTION
 NM1025
 NM1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1025'3.4 MI SW FROM YANKTON.
 NM1025'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF
 NM1025'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1025'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, 60 FEET NORTHWEST
 NM1025'OF THE NORTHWEST CORNER OF THE ATEN CHURCH, 28.0 FEET WEST OF
 NM1025'THE WEST END OF A CORRUGATED IRON CULVERT UNDER THE ENTRANCE
 NM1025'TO THE DRIVE LEADING TO THE CHURCH, 27 FEET SOUTH OF THE CENTER
 NM1025'LINE OF THE HIGHWAY, 3.6 FEET SOUTHWEST OF A REFERENCE POST,
 NM1025'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM1025'THE GROUND.
 NM1025
 NM1025                          STATION RECOVERY (1981)
 NM1025
 NM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1025'MARK NOT FOUND.
 NM1025
 NM1025                          STATION RECOVERY (1981)
 NM1025
 NM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1025'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  THE DISK WAS NOT SALVAGED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2009 ***********************************************************************
 NM2009  DESIGNATION -  ATEN AZ MK 2
 NM2009  PID         -  NM2009
 NM2009  STATE/COUNTY-  NE/CEDAR
 NM2009  COUNTRY     -  US
 NM2009  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM2009
 NM2009                         *CURRENT SURVEY CONTROL
 NM2009  ______________________________________________________________________
 NM2009* NAD 83(1995) POSITION- 42 50 20.18513(N) 097 26 42.44649(W)   ADJUSTED
 NM2009* NAVD 88 ORTHO HEIGHT -   381.1   (meters)     1250.    (feet) VERTCON
 NM2009  ______________________________________________________________________
 NM2009  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM2009  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 NM2009  HORZ ORDER      -  THIRD
 NM2009
 NM2009.The horizontal coordinates were established by classical geodetic methods
 NM2009.and adjusted by the National Geodetic Survey in August 1997.
 NM2009
 NM2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM2009
 NM2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2009.GEOID18 height accuracy estimate available here.
 NM2009
 NM2009.Click photographs - Photos may exist for this station.
 NM2009
 NM2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2009
 NM2009. The following values were computed from the NAD 83(1995) position.
 NM2009
 NM2009;                    North         East     Units Scale Factor Converg.
 NM2009;SPC NE       -   336,815.222   708,825.369   MT  0.99993011   +1 41 35.2
 NM2009;SPC NE       - 1,105,034.61  2,325,537.90   sFT  0.99993011   +1 41 35.2
 NM2009;SPC SD S     -    60,274.264   836,073.670   MT  0.99999868   +1 59 32.8
 NM2009;SPC SD S     -   197,749.81  2,743,018.37   sFT  0.99999868   +1 59 32.8
 NM2009;UTM  14      - 4,744,102.116   627,067.098   MT  0.99979864   +1 03 26.5
 NM2009
 NM2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2009!SPC NE       -   0.99994424  x   0.99993011  =   0.99987435
 NM2009!SPC SD S     -   0.99994424  x   0.99999868  =   0.99994292
 NM2009!UTM  14      -   0.99994424  x   0.99979864  =   0.99974289
 NM2009
 NM2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2706744102(NAD 83)
 NM2009
 NM2009                          SUPERSEDED SURVEY CONTROL
 NM2009
 NM2009  NAD 83(1986)-  42 50 20.19453(N)    097 26 42.43754(W) AD(       ) 3
 NM2009  NGVD 29 (02/17/94)  380.9    (m)         1250.     (f) VERT ANG       
 NM2009
 NM2009.Superseded values are not recommended for survey control.
 NM2009
 NM2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2009.See file dsdata.pdf to determine how the superseded data were derived.
 NM2009
 NM2009_MARKER: DZ = AZIMUTH MARK DISK
 NM2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2009_STAMPING: ATEN 1948 NO 2 1981
 NM2009_MARK LOGO: NGS
 NM2009_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2009+STABILITY: SURFACE MOTION
 NM2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2009+SATELLITE: SATELLITE OBSERVATIONS - 1981
 NM2009
 NM2009  HISTORY     - Date     Condition        Report By
 NM2009  HISTORY     - 1981     MONUMENTED       NGS
 NM2009
 NM2009                          STATION DESCRIPTION
 NM2009
 NM2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM2009'THE STATION IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTH-SOUTHWEST FROM
 NM2009'YANKTON, SD, 1.0 MI (1.6 KM) SOUTH FROM THE MISSOURI RIVER, 0.5 MI
 NM2009'(0.8 KM) EAST FROM THE ATEN CEMETERY AND ON ROAD RIGHT-OF-WAY.
 NM2009'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM2009'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM2009'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM2009'ON A GRADED ROAD FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE RIGHT.
 NM2009'TURN RIGHT AND GO WESTERLY ON A GRADED ROAD FOR 0.25 MI (0.40 KM) TO
 NM2009'THE MARK ON THE LEFT AND THE TOP OF A HILL.
 NM2009'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 NM2009'PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND.  IT IS 8.55 M (28.05 FT)
 NM2009'SOUTH FROM THE CENTERLINE OF THE ROAD, 0.49 M (1.61 FT) EAST FROM A
 NM2009'WITNESS POST AND 0.25 M (0.82 FT) NORTH FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1590 ***********************************************************************
 NM1590  DESIGNATION -  ATEN RESET
 NM1590  PID         -  NM1590
 NM1590  STATE/COUNTY-  NE/CEDAR
 NM1590  COUNTRY     -  US
 NM1590  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1590
 NM1590                         *CURRENT SURVEY CONTROL
 NM1590  ______________________________________________________________________
 NM1590* NAD 83(2011) POSITION- 42 50 14.45270(N) 097 27 03.62005(W)   ADJUSTED
 NM1590* NAD 83(2011) ELLIP HT-   367.257 (meters)        (06/27/12)   ADJUSTED
 NM1590* NAD 83(2011) EPOCH   -  2010.00
 NM1590* NAVD 88 ORTHO HEIGHT -   392.83  (meters)     1288.8   (feet) RESET
 NM1590  ______________________________________________________________________
 NM1590  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1590  NAD 83(2011) X  -   -607,481.714 (meters)                     COMP
 NM1590  NAD 83(2011) Y  - -4,644,971.393 (meters)                     COMP
 NM1590  NAD 83(2011) Z  -  4,314,519.013 (meters)                     COMP
 NM1590  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 NM1590  VERT ORDER      -  THIRD
 NM1590
 NM1590  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1590  Standards:
 NM1590         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1590            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1590  -------------------------------------------------------------------
 NM1590  NETWORK    1.67   4.65           0.76   0.58   2.37      0.08809044
 NM1590  -------------------------------------------------------------------
 NM1590  Click here for local accuracies and other accuracy information.
 NM1590
 NM1590.The horizontal coordinates were established by GPS observations
 NM1590.and adjusted by the National Geodetic Survey in June 2012.
 NM1590
 NM1590.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1590.been affixed to the stable North American tectonic plate. See 
 NM1590.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1590
 NM1590.The horizontal coordinates are valid at the epoch date displayed above
 NM1590.which is a decimal equivalence of Year/Month/Day.
 NM1590
 NM1590.The orthometric height was computed from unverified reset data.
 NM1590
 NM1590.No vertical observational check was made to the station.
 NM1590
 NM1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1590.GEOID18 height accuracy estimate available here.
 NM1590
 NM1590.Click photographs - Photos may exist for this station.
 NM1590
 NM1590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1590
 NM1590.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1590
 NM1590.The ellipsoidal height was determined by GPS observations
 NM1590.and is referenced to NAD 83.
 NM1590
 NM1590. The following values were computed from the NAD 83(2011) position.
 NM1590
 NM1590;                    North         East     Units Scale Factor Converg.
 NM1590;SPC NE       -   336,624.229   708,349.989   MT  0.99992946   +1 41 21.2
 NM1590;SPC NE       - 1,104,407.99  2,323,978.26   sFT  0.99992946   +1 41 21.2
 NM1590;SPC SD S     -    60,080.777   835,599.261   MT  0.99999905   +1 59 18.2
 NM1590;SPC SD S     -   197,115.02  2,741,461.91   sFT  0.99999905   +1 59 18.2
 NM1590;UTM  14      - 4,743,916.435   626,589.691   MT  0.99979715   +1 03 12.0
 NM1590
 NM1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1590!SPC NE       -   0.99994241  x   0.99992946  =   0.99987187
 NM1590!SPC SD S     -   0.99994241  x   0.99999905  =   0.99994146
 NM1590!UTM  14      -   0.99994241  x   0.99979715  =   0.99973957
 NM1590
 NM1590:                Primary Azimuth Mark                     Grid Az
 NM1590:SPC NE       -  YANKTON SAC HEART HOSP PWR STK           041 08 54.2
 NM1590:SPC SD S     -  YANKTON SAC HEART HOSP PWR STK           040 50 57.2
 NM1590:UTM  14      -  YANKTON SAC HEART HOSP PWR STK           041 47 03.4
 NM1590
 NM1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2658943916(NAD 83)
 NM1590
 NM1590|---------------------------------------------------------------------|
 NM1590| PID    Reference Object                     Distance      Geod. Az  |
 NM1590|                                                           dddmmss.s |
 NM1590| NM1879 STATE HOSP TK NEAR YANKTON          APPROX. 9.2 KM 0230030.4 |
 NM1590| NM1876 STATE HOSP STK NEAR YANKTON         APPROX. 9.2 KM 0232728.1 |
 NM1590| NM1864 YANKTON SAC HEART HOSP STK          APPROX. 5.1 KM 0395952.8 |
 NM1590| NM1865 YANKTON SAC HEART HOSP TANK         APPROX. 5.1 KM 0405035.1 |
 NM1590| NM1867 YANKTON SAC HEART HOSP STEEPLE      APPROX. 5.1 KM 0410401.1 |
 NM1590| NM1866 YANKTON SAC HEART HOSP PWR STK      APPROX. 5.1 KM 0425015.4 |
 NM1590| NM1872 YANKTON MUNICIPAL TANK              APPROX. 5.5 KM 0430044.9 |
 NM1590| NM1880 YANKTON COL MUSIC HALL STEEPLE      APPROX. 6.9 KM 0455051.7 |
 NM1590| NM1871 YANKTON SACRED HEART CATH CH        APPROX. 6.3 KM 0513003.9 |
 NM1590| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 5.9 KM 0533200.9 |
 NM1590| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 5.8 KM 0541127.9 |
 NM1590| NM1870 YANKTON TOLL BRIDGE                 APPROX. 5.6 KM 0561718.3 |
 NM1590| NM1025 ATEN AZ MK                                         0692956.8 |
 NM1590| NM2009 ATEN AZ MK 2                        APPROX. 0.5 KM 0694809.4 |
 NM1590| NM1024 ATEN RM 1                            25.094 METERS 08649     |
 NM1590| NM1591 ATEN RM 3                            20.331 METERS 17806     |
 NM1590| NM1022 ATEN RM 2                            20.088 METERS 20535     |
 NM1590|---------------------------------------------------------------------|
 NM1590
 NM1590                          SUPERSEDED SURVEY CONTROL
 NM1590
 NM1590  NAD 83(2007)-  42 50 14.45268(N)    097 27 03.62088(W) AD(2002.00) 0
 NM1590  ELLIP H (02/10/07)  367.285  (m)                       GP(2002.00)    
 NM1590  ELLIP H (05/25/04)  367.258  (m)                       GP(       ) 4 2
 NM1590  ELLIP H (03/16/99)  367.307  (m)                       GP(       ) 4 1
 NM1590  NAD 83(1995)-  42 50 14.45326(N)    097 27 03.62025(W) AD(       ) 1
 NM1590  ELLIP H (08/18/97)  367.306  (m)                       GP(       ) 4 1
 NM1590  NAD 83(1986)-  42 50 14.46269(N)    097 27 03.61136(W) AD(       ) 1
 NM1590  NAVD 88 (07/28/94)  392.8    (m)  UNKNOWN  model used  GPS OBS        
 NM1590  NGVD 29 (01/31/13)  392.63   (m)         1288.2    (f) RESET       3  
 NM1590  NGVD 29             392.63   (m)         1288.2    (f) LEVELING    3  
 NM1590  NGVD 29 (02/28/92)  393.0    (m)  GEOID90  model used  GPS OBS        
 NM1590
 NM1590.Superseded values are not recommended for survey control.
 NM1590
 NM1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1590.See file dsdata.pdf to determine how the superseded data were derived.
 NM1590
 NM1590_MARKER: DH = HORIZONTAL CONTROL DISK
 NM1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1590_STAMPING: ATEN 1948 1981
 NM1590_MARK LOGO: NGS
 NM1590_PROJECTION: FLUSH
 NM1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1590+STABILITY: SURFACE MOTION
 NM1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1590+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 NM1590
 NM1590  HISTORY     - Date     Condition        Report By
 NM1590  HISTORY     - 1981     MONUMENTED       NGS
 NM1590  HISTORY     - 1981     GOOD             LOCENG
 NM1590  HISTORY     - 19810609 GOOD             NGS
 NM1590  HISTORY     - 1983     GOOD             LOCENG
 NM1590  HISTORY     - 19910920 GOOD             NGS
 NM1590  HISTORY     - 19911006 GOOD             NGS
 NM1590  HISTORY     - 19930604 GOOD             GEORES
 NM1590
 NM1590                          STATION DESCRIPTION
 NM1590
 NM1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1590'2.25 MI SW FROM YANKTON  SD.
 NM1590'THE MARK IS 1.0 FT ABOVE ROAD.
 NM1590'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OFU.S.
 NM1590'HIGHWAY 81, ABOUT 2.0 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND
 NM1590'SOUTH ALONG A GRAVELED ROAD FOR 0.3 MILE, THENCE RIGHT AND WESTERLY
 NM1590'ALONG A GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT, 0.15
 NM1590'MILE EAST OF THE ATEN CEMETERY, AT THE CREST OF THE HILL, 25.9
 NM1590'METERS (82.3 FEET) WEST OF ATEN RM 1, 20.33 METERS (66.7 FEET) NORTH
 NM1590'OF ATEN RM 3, 9.15 METERS (30.0 FEET) NORTH OF THE CENTERLINE OF
 NM1590'THE ROAD, 1.53 METERS (5.0 FEET) SOUTH OF A FENCE.
 NM1590'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 NM1590
 NM1590                          STATION RECOVERY (1981)
 NM1590
 NM1590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1590'ATEN 1948-1981 RECOVERED GOOD.
 NM1590'
 NM1590'REFERENCE MARK NO. 2 RECOVERED GOOD.
 NM1590'
 NM1590'REFERENCE MARK NO. 3, AZIMUTH RECOVERED GOOD.
 NM1590'
 NM1590'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST OF
 NM1590'YANKTON, S. DAK.
 NM1590
 NM1590                          STATION RECOVERY (1981)
 NM1590
 NM1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1590'THE STATION IS IN THE SAME HORIZONTAL POSITION AS WAS ATEN BUT IS NOT
 NM1590'THE SAME ELEVATION, THE ORIGINAL UNDERGROUND AND SURFACE MARK BEING
 NM1590'REPLACED THIS DATE.  IT IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHWEST
 NM1590'FROM YANKTON, SD, 1.0 MI (1.6 KM) SOUTH FROM THE MISSOURI RIVER, 0.15
 NM1590'MI (0.24 KM) EAST FROM THE ATEN CEMETERY AND ON ROAD RIGHT-OF-WAY.
 NM1590'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM1590'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM1590'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM1590'ON A GRAVELED ROAD FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE RIGHT.
 NM1590'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.25 MI (0.40 KM)
 NM1590'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE WESTERLY FOR 0.3 MI
 NM1590'(0.5 KM) TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 NM1590'THE SURFACE MARK PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND AND THE
 NM1590'UNDERGROUND MARK IS RECESSED 1.16 M (3.81 FT) BELOW THE GROUND
 NM1590'SURFACE.  THE MARKS ARE 9.15 M (30.02 FT) NORTH FROM THE CENTERLINE
 NM1590'OF THE ROAD, 1.53 M (5.02 FT) SOUTH FROM A FENCE AND 0.50 M
 NM1590'(1.64 FT) WEST FROM A WITNESS POST.
 NM1590
 NM1590                          STATION RECOVERY (1983)
 NM1590
 NM1590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 NM1590'ATEN 1948-1981 RECOVERED GOOD.
 NM1590'
 NM1590'REF. MARK 1, ATEN NO 1 1948 RECOVERED GOOD.
 NM1590'
 NM1590'REF. MARK 3, ATEN 1948 NO 3 1981 RECOVERED GOOD.
 NM1590'
 NM1590'AZIMUTH MARK, ATEN 1948 NO 2 1981.
 NM1590'
 NM1590'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST OF
 NM1590'YANKTON, S. D.
 NM1590
 NM1590                          STATION RECOVERY (1991)
 NM1590
 NM1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1590'STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF YANKTON, SD, 1.6
 NM1590'KM (1.0 MI) SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER, ON THE
 NM1590'NORTH RIGHT-OF-WAY OF OLD HIGHWAY 81, NEAR THE SOUTHWEST CORNER OF
 NM1590'ATEN AND 0.24 KM (0.15 MI) EAST OF THE ATEN CEMETERY.
 NM1590'OWNERSHIP--NEBRASKA DEPARTMENT OF TRANSPORTATION.
 NM1590'TO REACH THE STATION FROM THE SOUTH END OF THE YANKTON U.S. HIGHWAY 81
 NM1590'BRIDGE OVER THE MISSOURI RIVER, LOCATED ON THE SOUTH SIDE OF YANKTON,
 NM1590'GO SOUTH ON HIGHWAY 81 FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF STATE
 NM1590'ROUTE 121 ON THE RIGHT.  TURN RIGHT, WEST, ON ROUTE 121 FOR 3.3 KM
 NM1590'(2.1 MI) TO THE ATEN RESORT ON THE RIGHT AND ATEN MARINA ON THE LEFT.
 NM1590'TURN LEFT, SOUTHERLY, ON GRAVEL ROAD FOR 0.48 KM (0.30 MI) TO A
 NM1590'GRAVEL ROAD ON THE RIGHT. TURN RIGHT, WESTERLY, ON GRAVEL ROAD FOR
 NM1590'0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 NM1590'STATION IS 2.4 M (7.9 FT) SOUTHWEST FROM A 30-CM CEDAR TREE, 1.5 M
 NM1590'(4.9 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 25.0 M (82.0 FT) WEST
 NM1590'FROM A T-CORNER FENCE POST, 9.4 M (30.8 FT) NORTH FROM THE CENTER OF
 NM1590'GRAVEL ROAD (OLD HIGHWAY 81), 0.61 M (2.00 FT) WEST FROM A METAL
 NM1590'WITNESS POST AND ABOUT 0.61 M (2.00 FT) ABOVE THE ROAD SURFACE.
 NM1590
 NM1590                          STATION RECOVERY (1991)
 NM1590
 NM1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1590'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHWEST OF YANKTON, 1.6 KM
 NM1590'(1.0 MI) SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER, ALONG THE
 NM1590'NORTH RIGHT-OF-WAY OF OLD HIGHWAY 81, NEAR THE SOUTHWEST CORNER OF
 NM1590'ATEN AND ABOUT 0.24 KM (0.15 MI) EAST OF THE ATEN CEMETERY.
 NM1590'OWNERSHIP--NEBRASKA DEPARTMENT OF TRANSPORTATION.
 NM1590'TO REACH THE STATION FROM THE SOUTH END OF THE YANKTON U.S. HIGHWAY 81
 NM1590'BRIDGE OVER THE MISSOURI RIVER, LOCATED AT THE SOUTH SIDE OF YANKTON,
 NM1590'SD, GO SOUTH ON HIGHWAY 81 FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF
 NM1590'STATE ROUTE 121 ON THE RIGHT.  TURN RIGHT, WEST, ON ROUTE 121 FOR 3.3
 NM1590'KM (2.1 MI) TO THE ATEN RESORT ON THE RIGHT AND ATEN MARINE ON THE
 NM1590'LEFT.  TURN LEFT, SOUTHERLY, ON A GRAVEL ROAD FOR 0.48 KM (0.30 MI)
 NM1590'TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, WESTERLY, ON THE GRAVEL
 NM1590'ROAD FOR 0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 NM1590'STATION IS 2.4 M (7.9 FT) SOUTHWEST FROM A 30 CM CEDAR TREE, 1.5 M
 NM1590'(4.9 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 25 M (82.0 FT) WEST FROM
 NM1590'A T-CORNER FENCE POST, 9.4 M (30.8 FT) NORTH FROM THE CENTER OF
 NM1590'GRAVEL ROAD (OLD HIGHWAY 81), 0.61 M (2.00 FT) WEST FROM A METAL
 NM1590'WITNESS POST AND ABOUT 0.61 M (2.00 FT) ABOVE THE ROAD SURFACE.
 NM1590
 NM1590                          STATION RECOVERY (1993)
 NM1590
 NM1590'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1024 ***********************************************************************
 NM1024  DESIGNATION -  ATEN RM 1
 NM1024  PID         -  NM1024
 NM1024  STATE/COUNTY-  NE/CEDAR
 NM1024  COUNTRY     -  US
 NM1024  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1024
 NM1024                         *CURRENT SURVEY CONTROL
 NM1024  ______________________________________________________________________
 NM1024* NAD 83(1995) POSITION- 42 50 14.49852(N) 097 27 02.51632(W)   ADJUSTED
 NM1024* NAVD 88 ORTHO HEIGHT -   392.234 (meters)     1286.85  (feet) ADJUSTED
 NM1024  ______________________________________________________________________
 NM1024  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1024  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 NM1024  DYNAMIC HEIGHT  -        392.121 (meters)     1286.48  (feet) COMP
 NM1024  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 NM1024
 NM1024  HORZ ORDER      -  THIRD
 NM1024  VERT ORDER      -  FIRST     CLASS II
 NM1024
 NM1024.The horizontal coordinates were established by classical geodetic methods
 NM1024.and adjusted by the National Geodetic Survey in August 1997.
 NM1024
 NM1024.The orthometric height was determined by differential leveling and
 NM1024.adjusted by the NATIONAL GEODETIC SURVEY
 NM1024.in June 1991.
 NM1024
 NM1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1024.GEOID18 height accuracy estimate available here.
 NM1024
 NM1024.Click photographs - Photos may exist for this station.
 NM1024
 NM1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1024
 NM1024.The dynamic height is computed by dividing the NAVD 88
 NM1024.geopotential number by the normal gravity value computed on the
 NM1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1024.degrees latitude (g = 980.6199 gals.).
 NM1024
 NM1024.The modeled gravity was interpolated from observed gravity values.
 NM1024
 NM1024. The following values were computed from the NAD 83(1995) position.
 NM1024
 NM1024;                    North         East     Units Scale Factor Converg.
 NM1024;SPC NE       -   336,626.381   708,375.000   MT  0.99992947   +1 41 21.9
 NM1024;SPC NE       - 1,104,415.05  2,324,060.31   sFT  0.99992947   +1 41 21.9
 NM1024;SPC SD S     -    60,083.060   835,624.262   MT  0.99999905   +1 59 18.9
 NM1024;SPC SD S     -   197,122.51  2,741,543.93   sFT  0.99999905   +1 59 18.9
 NM1024;UTM  14      - 4,743,918.309   626,614.721   MT  0.99979723   +1 03 12.7
 NM1024
 NM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1024!SPC NE       -   0.99994250  x   0.99992947  =   0.99987197
 NM1024!SPC SD S     -   0.99994250  x   0.99999905  =   0.99994155
 NM1024!UTM  14      -   0.99994250  x   0.99979723  =   0.99973974
 NM1024
 NM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2661443918(NAD 83)
 NM1024
 NM1024                          SUPERSEDED SURVEY CONTROL
 NM1024
 NM1024  NAD 83(1986)-  42 50 14.50793(N)    097 27 02.50807(W) AD(       ) 3
 NM1024  NGVD 29             392.03   (m)         1286.2    (f) LEVELING    3  
 NM1024  NGVD 29 (??/??/92)  392.031  (m)         1286.19   (f) ADJ UNCH    1 2
 NM1024
 NM1024.Superseded values are not recommended for survey control.
 NM1024
 NM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1024.See file dsdata.pdf to determine how the superseded data were derived.
 NM1024
 NM1024_MARKER: DR = REFERENCE MARK DISK
 NM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1024_STAMPING: ATEN NO 1 1948
 NM1024_MARK LOGO: CGS
 NM1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1024+STABILITY: SURFACE MOTION
 NM1024
 NM1024  HISTORY     - Date     Condition        Report By
 NM1024  HISTORY     - 1948     MONUMENTED       CGS
 NM1024  HISTORY     - 1949     GOOD             CGS
 NM1024  HISTORY     - 1981     GOOD             NGS
 NM1024  HISTORY     - 19810609 GOOD             NGS
 NM1024
 NM1024                          STATION DESCRIPTION
 NM1024
 NM1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1024'3.8 MI SW FROM YANKTON.
 NM1024'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1024'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 2.7
 NM1024'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, 0.35 MILE WEST OF THE
 NM1024'ATEN CHURCH, 0.15 MILE EAST OF THE ATEN CEMETERY, 82 FEET
 NM1024'NORTHEAST OF TRIANGULATION STATION ATEN 1948, 33 FEET NORTH OF
 NM1024'THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A T-FENCE
 NM1024'CORNER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NM1024'FOOT ABOVE THE GROUND.
 NM1024
 NM1024                          STATION RECOVERY (1981)
 NM1024
 NM1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1024'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OF U.S.
 NM1024'HIGHWAY 81, ABOUT 2 MILES SOUTH OF YANKTON, S.D. THENCE 0.3 MILE LEFT
 NM1024'AND SOUTH ALONG A GRAVELD THENCE 0.55 MILE RIGHT AND WESTERLY ALONG A
 NM1024'GRAVELED ROAD TO THE MARK ON THE RIGHT, 25.095 METERS EAST OF STATION
 NM1024'ATEN, 107.10 FEET NORTHEAST OF ATEN RM 3, 11.00 METERS NORTH OF
 NM1024'CENTERLINE OF THE ROAD, 0.55 METER SOUTHEAST OF A FENCE CORNER.
 NM1024
 NM1024                          STATION RECOVERY (1981)
 NM1024
 NM1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1024'THE MARK WAS FOUND IN GOOD CONDITION.  IT IS LOCATED ABOUT 2.25 MI
 NM1024'(3.62 KM) SOUTHWEST FROM YANKTON, SD, 1.0 MI (1.6 KM) SOUTH FROM THE
 NM1024'MISSOURI RIVER AND ON COUNTY ROAD RIGHT-OF-WAY.
 NM1024'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM1024'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM1024'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM1024'ON A GRAVELED ROAD FOR FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE
 NM1024'RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRADED ROAD FOR 0.55 MI
 NM1024'(0.89 KM) TO THE MARK ON THE RIGHT.
 NM1024'THE MARK IS SET INTO A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NM1024'GROUND.  IT IS 24.57 M (80.61 FT) EAST FROM A WITNESS POST, 11.0 M
 NM1024'(36.1 FT) NORTH FROM THE CENTERLINE OF THE ROAD AND 0.55 M (1.80 FT)
 NM1024'SOUTHEAST FROM A FENCE CORNER.  THE MARK IS A BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1022 ***********************************************************************
 NM1022  DESIGNATION -  ATEN RM 2
 NM1022  PID         -  NM1022
 NM1022  STATE/COUNTY-  NE/CEDAR
 NM1022  COUNTRY     -  US
 NM1022  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1022
 NM1022                         *CURRENT SURVEY CONTROL
 NM1022  ______________________________________________________________________
 NM1022* NAD 83(1986) POSITION- 42 50 13.87   (N) 097 27 04.00   (W)   HD_HELD1
 NM1022* NAVD 88 ORTHO HEIGHT -   393.740 (meters)     1291.80  (feet) ADJUSTED
 NM1022  ______________________________________________________________________
 NM1022  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1022  DYNAMIC HEIGHT  -        393.626 (meters)     1291.42  (feet) COMP
 NM1022  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 NM1022
 NM1022  VERT ORDER      -  FIRST     CLASS II
 NM1022
 NM1022.The horizontal coordinates were determined by differentially corrected
 NM1022.hand held GPS observations or other comparable positioning techniques
 NM1022.and have an estimated accuracy of +/- 3 meters.
 NM1022
 NM1022.The orthometric height was determined by differential leveling and
 NM1022.adjusted by the NATIONAL GEODETIC SURVEY
 NM1022.in June 1991.
 NM1022
 NM1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1022.GEOID18 height accuracy estimate available here.
 NM1022
 NM1022.Click photographs - Photos may exist for this station.
 NM1022
 NM1022.The dynamic height is computed by dividing the NAVD 88
 NM1022.geopotential number by the normal gravity value computed on the
 NM1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1022.degrees latitude (g = 980.6199 gals.).
 NM1022
 NM1022.The modeled gravity was interpolated from observed gravity values.
 NM1022
 NM1022;                    North         East    Units  Estimated Accuracy
 NM1022;SPC NE       -   336,606.0     708,341.9     MT  (+/- 3 meters HH1 GPS) 
 NM1022
 NM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2658143898(NAD 83)
 NM1022
 NM1022                          SUPERSEDED SURVEY CONTROL
 NM1022
 NM1022  NGVD 29 (??/??/92)  393.536  (m)         1291.13   (f) ADJ UNCH    1 2
 NM1022
 NM1022.Superseded values are not recommended for survey control.
 NM1022
 NM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1022.See file dsdata.pdf to determine how the superseded data were derived.
 NM1022
 NM1022_MARKER: DR = REFERENCE MARK DISK
 NM1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1022_STAMPING: ATEN NO 2 1948
 NM1022_MARK LOGO: CGS
 NM1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1022+STABILITY: SURFACE MOTION
 NM1022
 NM1022  HISTORY     - Date     Condition        Report By
 NM1022  HISTORY     - 1948     MONUMENTED       CGS
 NM1022  HISTORY     - 1949     GOOD             CGS
 NM1022  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1022  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1022  HISTORY     - 19810609 SEE DESCRIPTION  NGS
 NM1022
 NM1022                          STATION DESCRIPTION
 NM1022
 NM1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1022'3.8 MI SW FROM YANKTON.
 NM1022'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF
 NM1022'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1022'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, 0.35 MILE WEST OF
 NM1022'THE ATEN CHURCH, 0.15 MILE EAST OF THE ATEN CEMETERY, 66 FEET
 NM1022'SOUTHWEST OF TRIANGULATION STATION ATEN 1948, 33 FEET SOUTH OF
 NM1022'AND 4.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 NM1022'NORTH OF A RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 NM1022'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1022
 NM1022                          STATION RECOVERY (1967)
 NM1022
 NM1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1022'MARK NOT FOUND.
 NM1022
 NM1022                          STATION RECOVERY (1981)
 NM1022
 NM1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1022'MARK NOT FOUND.
 NM1022
 NM1022                          STATION RECOVERY (1981)
 NM1022
 NM1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1022'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND IS PROBABLY DESTROYED,
 NM1022'HOWEVER, THE DISK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1591 ***********************************************************************
 NM1591  DESIGNATION -  ATEN RM 3
 NM1591  PID         -  NM1591
 NM1591  STATE/COUNTY-  NE/CEDAR
 NM1591  COUNTRY     -  US
 NM1591  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1591
 NM1591                         *CURRENT SURVEY CONTROL
 NM1591  ______________________________________________________________________
 NM1591* NAD 83(1986) POSITION- 42 50 13.79   (N) 097 27 03.59   (W)   HD_HELD1
 NM1591* NAVD 88 ORTHO HEIGHT -   393.00  (meters)     1289.4   (feet) RESET
 NM1591  ______________________________________________________________________
 NM1591  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1591  VERT ORDER      -  THIRD
 NM1591
 NM1591.The horizontal coordinates were determined by differentially corrected
 NM1591.hand held GPS observations or other comparable positioning techniques
 NM1591.and have an estimated accuracy of +/- 3 meters.
 NM1591
 NM1591.The orthometric height was computed from unverified reset data.
 NM1591
 NM1591.No vertical observational check was made to the station.
 NM1591
 NM1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1591.GEOID18 height accuracy estimate available here.
 NM1591
 NM1591.Click photographs - Photos may exist for this station.
 NM1591
 NM1591;                    North         East    Units  Estimated Accuracy
 NM1591;SPC NE       -   336,603.8     708,351.3     MT  (+/- 3 meters HH1 GPS) 
 NM1591
 NM1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2659043896(NAD 83)
 NM1591
 NM1591                          SUPERSEDED SURVEY CONTROL
 NM1591
 NM1591  NGVD 29 (01/31/13)  392.80   (m)         1288.7    (f) RESET       3  
 NM1591
 NM1591.Superseded values are not recommended for survey control.
 NM1591
 NM1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1591.See file dsdata.pdf to determine how the superseded data were derived.
 NM1591
 NM1591_MARKER: DR = REFERENCE MARK DISK
 NM1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1591_STAMPING: ATEN 1948 NO 3 1981
 NM1591_MARK LOGO: NGS
 NM1591_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1591_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1591+STABILITY: SURFACE MOTION
 NM1591
 NM1591  HISTORY     - Date     Condition        Report By
 NM1591  HISTORY     - 1981     MONUMENTED       NGS
 NM1591  HISTORY     - 19810609 GOOD             NGS
 NM1591
 NM1591                          STATION DESCRIPTION
 NM1591
 NM1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1591'2.25 MI SW FROM YANKTON.
 NM1591'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OFU.S.
 NM1591'HIGHWAY 81, ABOUT 20 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND
 NM1591'SOUTH ALONG A GRAVELED ROAD FOR 0.3 MILE, THENCE RIGHT AND WESTERLY
 NM1591'ALONG A GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT, 0.15
 NM1591'MILE EAST OF THE ATEN CEMETERY, AT THE CREST OF A HILL, 20.331 METERS
 NM1591'(66.7 FEET) SOUTH OF STATION ATEN, 11.7 METERS (38.4 FEET) SOUTH OF
 NM1591'THE CENTERLINE OF THE ROAD, 0.30 METER (1.0 FEET) NORTH OF A FENCE,
 NM1591'AND 32.6 METERS (106.9 FEET) SOUTHWEST OF ATEN RM 1.
 NM1591'THE MARK IS 1.4 FT  E FROM A WITNESS POST.
 NM1591
 NM1591                          STATION RECOVERY (1981)
 NM1591
 NM1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1591'THE MARK WAS ESTABLISHED THIS DATE TO REPLACE RM 2 WHICH WAS NOT
 NM1591'FOUND.
 NM1591'IT IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHWEST FROM YANKTON, SD, 1.0
 NM1591'MI (1.6 KM) SOUTH FROM THE MISSOURI RIVER AND ON COUNTY ROAD
 NM1591'RIGHT-OF-WAY.
 NM1591'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM1591'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM1591'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM1591'ON A GRAVELED ROAD FOR FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE
 NM1591'RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRADED ROAD FOR 0.55 MI
 NM1591'(0.89 KM) TO THE MARK ON THE RIGHT.
 NM1591'THE MARK IS SET INTO A ROUND CONCRETE MONUMENT THAT PROJECTS 0.10 M
 NM1591'(0.33 FT) ABOVE THE GROUND.  IT IS 11.70 SOUTH FROM THE CENTERLINE OF
 NM1591'THE ROAD, 0.30 M (0.98 FT) NORTH FROM A FENCE AND 0.34 M (1.12 FT)
 NM1591'EAST FROM A WITNESS POST.  THE MARK IS A BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0408 ***********************************************************************
 LJ0408  DESIGNATION -  ATKINSON
 LJ0408  PID         -  LJ0408
 LJ0408  STATE/COUNTY-  NE/LINCOLN
 LJ0408  COUNTRY     -  US
 LJ0408  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0408
 LJ0408                         *CURRENT SURVEY CONTROL
 LJ0408  ______________________________________________________________________
 LJ0408* NAD 83(1995) POSITION- 40 54 27.91108(N) 100 18 02.84953(W)   ADJUSTED
 LJ0408* NAVD 88 ORTHO HEIGHT -   846.    (meters)     2776.    (feet) SCALED
 LJ0408  ______________________________________________________________________
 LJ0408  GEOID HEIGHT    -        -23.050 (meters)                     GEOID18
 LJ0408  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LJ0408  HORZ ORDER      -  THIRD
 LJ0408
 LJ0408.The horizontal coordinates were established by classical geodetic methods
 LJ0408.and adjusted by the National Geodetic Survey in August 1997.
 LJ0408
 LJ0408.The orthometric height was scaled from a topographic map.
 LJ0408
 LJ0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0408.GEOID18 height accuracy estimate available here.
 LJ0408
 LJ0408.Click photographs - Photos may exist for this station.
 LJ0408
 LJ0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0408
 LJ0408. The following values were computed from the NAD 83(1995) position.
 LJ0408
 LJ0408;                    North         East     Units Scale Factor Converg.
 LJ0408;SPC NE       -   119,333.712   474,664.930   MT  0.99971269   -0 11 57.6
 LJ0408;SPC NE       -   391,514.02  1,557,296.52   sFT  0.99971269   -0 11 57.6
 LJ0408;UTM  14      - 4,529,331.291   390,447.698   MT  0.99974772   -0 51 06.8
 LJ0408
 LJ0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0408!SPC NE       -   0.99987087  x   0.99971269  =   0.99958360
 LJ0408!UTM  14      -   0.99987087  x   0.99974772  =   0.99961863
 LJ0408
 LJ0408:                Primary Azimuth Mark                     Grid Az
 LJ0408:SPC NE       -  ATKINSON AZ MK                           357 05 40.6
 LJ0408:UTM  14      -  ATKINSON AZ MK                           357 44 49.8
 LJ0408
 LJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9044729331(NAD 83)
 LJ0408
 LJ0408|---------------------------------------------------------------------|
 LJ0408| PID    Reference Object                     Distance      Geod. Az  |
 LJ0408|                                                           dddmmss.s |
 LJ0408| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.15.7 KM 0672806.9 |
 LJ0408| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.12.3 KM 0741537.4 |
 LJ0408| CN7760 ATKINSON RM 1                         6.803 METERS 15610     |
 LJ0408| CN7761 ATKINSON RM 2                        31.843 METERS 28256     |
 LJ0408| MM0375 BRADY MUNICIPAL TANK                APPROX.13.8 KM 3375028.6 |
 LJ0408| CN7759 ATKINSON AZ MK                                     3565343.0 |
 LJ0408|---------------------------------------------------------------------|
 LJ0408
 LJ0408                          SUPERSEDED SURVEY CONTROL
 LJ0408
 LJ0408  NAD 83(1986)-  40 54 27.91671(N)    100 18 02.85553(W) AD(       ) 3
 LJ0408  NAD 27      -  40 54 27.89015(N)    100 18 01.38336(W) AD(       ) 3
 LJ0408
 LJ0408.Superseded values are not recommended for survey control.
 LJ0408
 LJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0408.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0408
 LJ0408_MARKER: DS = TRIANGULATION STATION DISK
 LJ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0408_STAMPING: ATKINSON 1951
 LJ0408_MARK LOGO: CGS
 LJ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0408+STABILITY: SURFACE MOTION
 LJ0408
 LJ0408  HISTORY     - Date     Condition        Report By
 LJ0408  HISTORY     - 1951     MONUMENTED       CGS
 LJ0408  HISTORY     - 1967     GOOD             NEDR
 LJ0408
 LJ0408                          STATION DESCRIPTION
 LJ0408
 LJ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0408'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHWEST OF BRADY,
 LJ0408'8.0 MILES WEST-SOUTHWEST OF GOTHENBURG AND AT THE SUMMIT
 LJ0408'OF THE MOST NORTHERLY HILL OF A GROUP OF HILLS.  IT IS 103.0 FEET
 LJ0408'EAST OF A NORTH-SOUTH FENCE LINE AND 4.0 FEET SOUTH OF A WITNESS
 LJ0408'POST.  IT PROJECTS 3 INCHES AND IS STAMPED ATKINSON 1951.
 LJ0408'
 LJ0408'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 LJ0408'IT PROJECTS 5 INCHES AND IS STAMPED ATKINSON NO 1 1951.
 LJ0408'
 LJ0408'REFERENCE MARK NO. 2 IS ABOUT 12.0 FEET BELOW THE LEVEL OF
 LJ0408'THE STATION AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 LJ0408'5 INCHES AND IS STAMPED ATKINSON NO 2 1951.
 LJ0408'
 LJ0408'THE AZIMUTH MARK IS 41.0 FEET NORTHWEST OF THE CENTER OF A
 LJ0408'CROSSROAD INTERSECTION, 7.0 FEET EAST OF A FENCE CORNER, 2.0
 LJ0408'FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET SOUTHEAST OF A
 LJ0408'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED ATKINSON
 LJ0408'1951.
 LJ0408'
 LJ0408'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO SOUTH
 LJ0408'ON STATE HIGHWAY 47 FOR 1.6 MILES TO A T ROAD WEST.  TURN
 LJ0408'RIGHT, WEST, ON A GRAVELED ROAD FOR 4.85 MILES TO A CROSSROAD,
 LJ0408'TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 1.0 MILE TO A
 LJ0408'CROSSROAD.  TURN LEFT, WEST, ON A GRAVELED ROAD FOR 2.0 MILES
 LJ0408'TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT,
 LJ0408'SOUTH, ON A GRADED ROAD FOR 0.45 MILE TO WHERE ROAD TURNS
 LJ0408'WEST TOWARD A FARM YARD.  CONTINUE SOUTH ABOUT 200 YARDS
 LJ0408'TO A GATE AT A FENCE CORNER AND A WINDMILL ON THE LEFT.  PASS
 LJ0408'THROUGH THE GATE AND GO SOUTH ALONG THE EAST SIDE OF A
 LJ0408'NORTH-SOUTH FENCE LINE FOR 0.15 MILE TO THE SUMMIT OF THE HILL
 LJ0408'AND THE STATION AS DESCRIBED.
 LJ0408
 LJ0408                          STATION RECOVERY (1967)
 LJ0408
 LJ0408'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0408'STATION, AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND
 LJ0408'TO BE IN GOOD CONDITION AS DESCRIBED.
 LJ0408'
 LJ0408'TO REACH IS ADEQUATE.  ROAD TO AZIMUTH MARK IS NOW OIL MAT
 LJ0408'IN PLACE OF GRAVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0707 ***********************************************************************
 NN0707  DESIGNATION -  ATKINSON
 NN0707  PID         -  NN0707
 NN0707  STATE/COUNTY-  NE/HOLT
 NN0707  COUNTRY     -  US
 NN0707  USGS QUAD   -  ATKINSON (2017)
 NN0707
 NN0707                         *CURRENT SURVEY CONTROL
 NN0707  ______________________________________________________________________
 NN0707* NAD 83(1995) POSITION- 42 34 49.33002(N) 098 56 44.86330(W)   ADJUSTED
 NN0707* NAVD 88 ORTHO HEIGHT -   647.    (meters)     2123.    (feet) SCALED
 NN0707  ______________________________________________________________________
 NN0707  GEOID HEIGHT    -        -24.330 (meters)                     GEOID18
 NN0707  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 NN0707  HORZ ORDER      -  SECOND
 NN0707
 NN0707.The horizontal coordinates were established by classical geodetic methods
 NN0707.and adjusted by the National Geodetic Survey in August 1997.
 NN0707
 NN0707.The orthometric height was scaled from a topographic map.
 NN0707
 NN0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0707.GEOID18 height accuracy estimate available here.
 NN0707
 NN0707.Click photographs - Photos may exist for this station.
 NN0707
 NN0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0707
 NN0707. The following values were computed from the NAD 83(1995) position.
 NN0707
 NN0707;                    North         East     Units Scale Factor Converg.
 NN0707;SPC NE       -   305,536.640   586,527.073   MT  0.99983474   +0 41 55.0
 NN0707;SPC NE       - 1,002,414.79  1,924,297.57   sFT  0.99983474   +0 41 55.0
 NN0707;UTM  14      - 4,714,218.675   504,448.077   MT  0.99960024   +0 02 12.0
 NN0707
 NN0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0707!SPC NE       -   0.99990232  x   0.99983474  =   0.99973707
 NN0707!UTM  14      -   0.99990232  x   0.99960024  =   0.99950260
 NN0707
 NN0707:                Primary Azimuth Mark                     Grid Az
 NN0707:SPC NE       -  ATKINSON AZ MK                           317 03 11.6
 NN0707:UTM  14      -  ATKINSON AZ MK                           317 42 54.6
 NN0707
 NN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0444814218(NAD 83)
 NN0707
 NN0707|---------------------------------------------------------------------|
 NN0707| PID    Reference Object                     Distance      Geod. Az  |
 NN0707|                                                           dddmmss.s |
 NN0707| CO2112 ATKINSON RM 1                        18.481 METERS 04105     |
 NN0707| NN0708 ATKINSON MUNICIPAL TANK             APPROX. 5.9 KM 2060828.9 |
 NN0707| CO2113 ATKINSON RM 2                        21.361 METERS 30826     |
 NN0707| CO2111 ATKINSON AZ MK                                     3174506.6 |
 NN0707|---------------------------------------------------------------------|
 NN0707
 NN0707                          SUPERSEDED SURVEY CONTROL
 NN0707
 NN0707  NAD 83(1986)-  42 34 49.33613(N)    098 56 44.87085(W) AD(       ) 2
 NN0707  NAD 27      -  42 34 49.32900(N)    098 56 43.52600(W) AD(       ) 2
 NN0707
 NN0707.Superseded values are not recommended for survey control.
 NN0707
 NN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0707.See file dsdata.pdf to determine how the superseded data were derived.
 NN0707
 NN0707_MARKER: DS = TRIANGULATION STATION DISK
 NN0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0707
 NN0707  HISTORY     - Date     Condition        Report By
 NN0707  HISTORY     - 1949     MONUMENTED       CGS
 NN0707
 NN0707                          STATION DESCRIPTION
 NN0707
 NN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0707'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTH AND 1-1/2
 NN0707'MILES EAST OF ATKINSON ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST
 NN0707'SECTION LINE ROAD.  IT IS 23 FEET SOUTH OF THE CENTER OF
 NN0707'EAST-WEST ROAD, 14-1/2 FEET EAST OF WITNESS POST AND 1 FOOT
 NN0707'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED ATKINSON 1949
 NN0707'AND PROJECTS 2 INCHES.
 NN0707'
 NN0707'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 21 FEET
 NN0707'NORTH OF THE CENTER OF EAST-WEST SECTION LINE ROAD AND 1 FOOT
 NN0707'NORTH OF FENCE LINE.  IT IS STAMPED ATKINSON NO 1 1949 AND
 NN0707'PROJECTS 4 INCHES.
 NN0707'
 NN0707'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 20 FEET NORTH
 NN0707'OF THE CENTER OF EAST-WEST SECTION LINE ROAD AND 1 FOOT
 NN0707'SOUTH OF FENCE LINE.  IT IS STAMPED ATKINSON NO 2 1949 AND
 NN0707'PROJECTS 2 INCHES.
 NN0707'
 NN0707'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NN0707'30 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD,
 NN0707'6 FEET NORTH OF WITNESS POST AND 1 FOOT SOUTH OF THE SOUTH
 NN0707'END OF WIRE GATE INTO FIELD.  IT IS STAMPED ATKINSON 1949
 NN0707'AND PROJECTS 2 INCHES.
 NN0707'
 NN0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO
 NN0707'20 AND STATE ROUTE NO 11 JUST SOUTH OF THE FORD GARAGE IN
 NN0707'THE SOUTHEAST EDGE OF ATKINSON, GO NORTH ON STATE ROUTE NO 11
 NN0707'FOR 2.5 MILES TO CROSSROAD, TURN RIGHT AND GO EAST ON SECTION
 NN0707'LINE ROAD FOR 1.0 MILE TO CROSSROAD, TURN LEFT AND GO NORTH
 NN0707'ON SECTION LINE ROAD FOR 1.0 MILE TO CROSSROAD, (CONTINUE
 NN0707'STRAIGHT AHEAD NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 NN0707'EAST SIDE AS DESCRIBED), TURN RIGHT AND GO EAST ON SECTION
 NN0707'LINE ROAD FOR 0.3 MILE TO THE STATION ON THE SOUTH SIDE AS
 NN0707'DESCRIBED.
 NN0707'
 NN0707'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 37 FEET
 NN0707'
 NN0707'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 37 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION FLIGHT IS VISIBLE AT 50 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 37 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 4 FOOT SIGNAL AT STATION BECK IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4
 NN0707'FEET
 NN0707'
 NN0707'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0708 ***********************************************************************
 NN0708  DESIGNATION -  ATKINSON MUNICIPAL TANK
 NN0708  PID         -  NN0708
 NN0708  STATE/COUNTY-  NE/HOLT
 NN0708  COUNTRY     -  US
 NN0708  USGS QUAD   -  ATKINSON (2017)
 NN0708
 NN0708                         *CURRENT SURVEY CONTROL
 NN0708  ______________________________________________________________________
 NN0708* NAD 83(1995) POSITION- 42 31 58.65966(N) 098 58 38.11063(W)   ADJUSTED
 NN0708  ______________________________________________________________________
 NN0708  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 NN0708  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 NN0708  HORZ ORDER      -  THIRD
 NN0708
 NN0708.The horizontal coordinates were established by classical geodetic methods
 NN0708.and adjusted by the National Geodetic Survey in August 1997.
 NN0708
 NN0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0708.GEOID18 height accuracy estimate available here.
 NN0708
 NN0708.Click photographs - Photos may exist for this station.
 NN0708
 NN0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0708
 NN0708. The following values were computed from the NAD 83(1995) position.
 NN0708
 NN0708;                    North         East     Units Scale Factor Converg.
 NN0708;SPC NE       -   300,240.583   584,007.502   MT  0.99981950   +0 40 40.0
 NN0708;SPC NE       -   985,039.31  1,916,031.28   sFT  0.99981950   +0 40 40.0
 NN0708;UTM  14      - 4,708,953.285   501,868.055   MT  0.99960004   +0 00 55.4
 NN0708
 NN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0186808953(NAD 83)
 NN0708
 NN0708                          SUPERSEDED SURVEY CONTROL
 NN0708
 NN0708  NAD 83(1986)-  42 31 58.66391(N)    098 58 38.11900(W) AD(       ) 3
 NN0708  NAD 27      -  42 31 58.65300(N)    098 58 36.77100(W) AD(       ) 3
 NN0708
 NN0708.Superseded values are not recommended for survey control.
 NN0708
 NN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0708.See file dsdata.pdf to determine how the superseded data were derived.
 NN0708
 NN0708_MARKER: 53 = ELEVATED TANK
 NN0708
 NN0708  HISTORY     - Date     Condition        Report By
 NN0708  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0708  HISTORY     - 1949     GOOD             CGS
 NN0708
 NN0708                          STATION DESCRIPTION
 NN0708
 NN0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0708'POINT OBSERVED UPON WAS FINIAL OF WATER TANK, PROBABLY MUNICIPAL.
 NN0708'STATION WAS NOT VISITED.
 NN0708'
 NN0708'OBSERVED UPON FROM STATIONS NEWPORT, LAY, SELDEN, AND BLAINE.
 NN0708
 NN0708                          STATION RECOVERY (1949)
 NN0708
 NN0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0708'THE STATION IS LOCATED IN THE TOWN OF ATKINSON, TWO BLOCKS
 NN0708'NORTH-NORTHEAST OF THE CENTER OF THE BUSINESS DISTRICT, 0.5
 NN0708'MILE EAST OF A PAVED STREET, 76 FEET NORTH OF THE CENTER OF A
 NN0708'GRADED STREET, 57 FEET WEST OF THE CENTER OF A GRADED STREET,
 NN0708'AND 55 FEET SOUTH OF THE CENTER OF A GRADED STREET.
 NN0708'
 NN0708'TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL ROOF WITH
 NN0708'A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR LEGGED STEEL
 NN0708'TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 NN0708'
 NN0708'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1013 ***********************************************************************
 LH1013  DESIGNATION -  ATLANTA
 LH1013  PID         -  LH1013
 LH1013  STATE/COUNTY-  NE/PHELPS
 LH1013  COUNTRY     -  US
 LH1013  USGS QUAD   -  MASCOT (2017)
 LH1013
 LH1013                         *CURRENT SURVEY CONTROL
 LH1013  ______________________________________________________________________
 LH1013* NAD 83(1995) POSITION- 40 21 24.36005(N) 099 30 12.84596(W)   ADJUSTED
 LH1013* NAVD 88 ORTHO HEIGHT -   728.    (meters)     2388.    (feet) SCALED
 LH1013  ______________________________________________________________________
 LH1013  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 LH1013  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LH1013  HORZ ORDER      -  THIRD
 LH1013
 LH1013.The horizontal coordinates were established by classical geodetic methods
 LH1013.and adjusted by the National Geodetic Survey in August 1997.
 LH1013
 LH1013.The orthometric height was scaled from a topographic map.
 LH1013
 LH1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1013.GEOID18 height accuracy estimate available here.
 LH1013
 LH1013.Click photographs - Photos may exist for this station.
 LH1013
 LH1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1013
 LH1013. The following values were computed from the NAD 83(1995) position.
 LH1013
 LH1013;                    North         East     Units Scale Factor Converg.
 LH1013;SPC NE       -    58,239.017   542,164.539   MT  0.99985773   +0 19 44.3
 LH1013;SPC NE       -   191,072.51  1,778,751.49   sFT  0.99985773   +0 19 44.3
 LH1013;UTM  14      - 4,467,477.734   457,240.008   MT  0.99962251   -0 19 33.9
 LH1013
 LH1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1013!SPC NE       -   0.99988966  x   0.99985773  =   0.99974740
 LH1013!UTM  14      -   0.99988966  x   0.99962251  =   0.99951221
 LH1013
 LH1013:                Primary Azimuth Mark                     Grid Az
 LH1013:SPC NE       -  ATLANTA AZ MK                            239 17 13.1
 LH1013:UTM  14      -  ATLANTA AZ MK                            239 56 31.3
 LH1013
 LH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5724067477(NAD 83)
 LH1013
 LH1013|---------------------------------------------------------------------|
 LH1013| PID    Reference Object                     Distance      Geod. Az  |
 LH1013|                                                           dddmmss.s |
 LH1013| LH1376 ATLANTA PRISON CAMP WATER TWR       APPROX. 5.3 KM 0464841.4 |
 LH1013| LH1562 ATLANTA RM 1                         13.609 METERS 06334     |
 LH1013| LH1563 ATLANTA RM 2                         30.648 METERS 15410     |
 LH1013| LH1015 OXFORD MUNICIPAL TANK               APPROX.15.9 KM 2234647.4 |
 LH1013| LH1561 ATLANTA AZ MK                                      2393657.4 |
 LH1013| LH1527 ATLANTA 2                            29.050 METERS 30847     |
 LH1013|---------------------------------------------------------------------|
 LH1013
 LH1013                          SUPERSEDED SURVEY CONTROL
 LH1013
 LH1013  NAD 83(1986)-  40 21 24.36509(N)    099 30 12.84720(W) AD(       ) 3
 LH1013  NAD 27      -  40 21 24.32900(N)    099 30 11.46400(W) AD(       ) 3
 LH1013
 LH1013.Superseded values are not recommended for survey control.
 LH1013
 LH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1013.See file dsdata.pdf to determine how the superseded data were derived.
 LH1013
 LH1013_MARKER: DS = TRIANGULATION STATION DISK
 LH1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1013_STAMPING: ATLANTA 1951
 LH1013_MARK LOGO: CGS
 LH1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1013+STABILITY: SURFACE MOTION
 LH1013
 LH1013  HISTORY     - Date     Condition        Report By
 LH1013  HISTORY     - 1951     MONUMENTED       CGS
 LH1013  HISTORY     - 1951     GOOD             CGS
 LH1013  HISTORY     - 19830504 SEE DESCRIPTION  NGS
 LH1013
 LH1013                          STATION DESCRIPTION
 LH1013
 LH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1013'THE STATION IS LOCATED 1.8 MILES SOUTHWEST OF THE RAILROAD
 LH1013'STATION IN ATLANTA ON THE RIGHT-OF-WAY OF U.S. HIGHWAYS 6
 LH1013'AND 34.  IT IS 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LH1013'ON THE NORTH BANK OF A CUT IN THE GRADE, 4 FEET SOUTH OF AN
 LH1013'EAST-WEST FENCE LINE, 5 FEET WEST-SOUTHWEST OF A WITNESS
 LH1013'POST AND 4 FEET WEST OF A RIGHT-OF-WAY MARKER.  IT IS STAMPED
 LH1013'ATLANTA 1951 AND PROJECTS 6 INCHES.
 LH1013'
 LH1013'REFERENCE MARK NO. 1 IS 55 FEET NORTH OF THE CENTERLINE OF THE
 LH1013'HIGHWAYS AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1013'STAMPED ATLANTA NO 1 1951 AND PROJECTS 2 INCHES.
 LH1013'
 LH1013'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 LH1013'HIGHWAYS, ON THE SOUTH BANK OF THE CUT IN GRADE, 2 FEET NORTH
 LH1013'OF AN EAST-WEST FENCE LINE AND 2 FEET WEST OF A RIGHT-OF-WAY
 LH1013'MARKER.  IT IS STAMPED ATLANTA NO 2 1951 AND PROJECTS 4 INCHES.
 LH1013'
 LH1013'THE AZIMUTH MARK IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LH1013'AND ON THE NORTH BANK OF THE RIGHT-OF-WAY.  IT IS 56 FEET
 LH1013'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A
 LH1013'RIGHT-OF-WAY MARKER.  IT IS STAMPED ATLANTA 1951 AND PROJECTS
 LH1013'2 INCHES.
 LH1013'
 LH1013'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 LH1013'THE HIGHWAY FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LH1013'
 LH1013'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1013
 LH1013                          STATION RECOVERY (1951)
 LH1013
 LH1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1013'RECOVERED IN GOOD CONDITION.
 LH1013
 LH1013                          STATION RECOVERY (1983)
 LH1013
 LH1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1013'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LH1013'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED AND REFERENCE MARK 2
 LH1013'WAS NOT FOUND.  THE STATION MARKS AND AZIMUTH MARK WILL BE DESTROYED
 LH1013'BY HIGHWAY CONSTRUCTION, THEREFORE, STATION--ATLANTA 2--WAS
 LH1013'ESTABLISHED NEARBY.
 LH1013'A CHECK ANGLE WAS OBTAINED BETWEEN THE OXFORD MUNICIPAL TANK AND THE
 LH1013'AZIMUTH MARK.
 LH1013'FOR FURTHER DETAILS SEE THE DESCRIPTION TO STATION ATLANTA 2 AND ITS
 LH1013'PERIPHERAL MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1527 ***********************************************************************
 LH1527  DESIGNATION -  ATLANTA 2
 LH1527  PID         -  LH1527
 LH1527  STATE/COUNTY-  NE/PHELPS
 LH1527  COUNTRY     -  US
 LH1527  USGS QUAD   -  MASCOT (2017)
 LH1527
 LH1527                         *CURRENT SURVEY CONTROL
 LH1527  ______________________________________________________________________
 LH1527* NAD 83(1995) POSITION- 40 21 24.95006(N) 099 30 13.80554(W)   ADJUSTED
 LH1527* NAVD 88 ORTHO HEIGHT -   728.    (meters)     2388.    (feet) SCALED
 LH1527  ______________________________________________________________________
 LH1527  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 LH1527  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LH1527  HORZ ORDER      -  THIRD
 LH1527
 LH1527.The horizontal coordinates were established by classical geodetic methods
 LH1527.and adjusted by the National Geodetic Survey in August 1997.
 LH1527
 LH1527.The orthometric height was scaled from a topographic map.
 LH1527
 LH1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1527.GEOID18 height accuracy estimate available here.
 LH1527
 LH1527.Click photographs - Photos may exist for this station.
 LH1527
 LH1527.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1527
 LH1527. The following values were computed from the NAD 83(1995) position.
 LH1527
 LH1527;                    North         East     Units Scale Factor Converg.
 LH1527;SPC NE       -    58,257.083   542,141.796   MT  0.99985768   +0 19 43.7
 LH1527;SPC NE       -   191,131.78  1,778,676.88   sFT  0.99985768   +0 19 43.7
 LH1527;UTM  14      - 4,467,496.055   457,217.478   MT  0.99962253   -0 19 34.5
 LH1527
 LH1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1527!SPC NE       -   0.99988973  x   0.99985768  =   0.99974742
 LH1527!UTM  14      -   0.99988973  x   0.99962253  =   0.99951230
 LH1527
 LH1527:                Primary Azimuth Mark                     Grid Az
 LH1527:SPC NE       -  ATLANTA 2 AZ MK                          233 44 49.4
 LH1527:UTM  14      -  ATLANTA 2 AZ MK                          234 24 07.6
 LH1527
 LH1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5721767496(NAD 83)
 LH1527
 LH1527|---------------------------------------------------------------------|
 LH1527| PID    Reference Object                     Distance      Geod. Az  |
 LH1527|                                                           dddmmss.s |
 LH1527| LH1013 ATLANTA                              29.050 METERS 12847     |
 LH1527| LH1015 OXFORD MUNICIPAL TANK               APPROX.15.9 KM 2234031.9 |
 LH1527| LH1528 ATLANTA 2 AZ MK                     APPROX. 1.2 KM 2340433.1 |
 LH1527| LH1559 ATLANTA 2 RM 3                        9.408 METERS 25259     |
 LH1527| LH1560 ATLANTA 2 RM 4                       13.675 METERS 31220     |
 LH1527|---------------------------------------------------------------------|
 LH1527
 LH1527                          SUPERSEDED SURVEY CONTROL
 LH1527
 LH1527  NAD 83(1986)-  40 21 24.95504(N)    099 30 13.80668(W) AD(       ) 3
 LH1527
 LH1527.Superseded values are not recommended for survey control.
 LH1527
 LH1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1527.See file dsdata.pdf to determine how the superseded data were derived.
 LH1527
 LH1527_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1527_STAMPING: ATLANTA 2 1983
 LH1527_MARK LOGO: NGS
 LH1527_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1527+STABILITY: SURFACE MOTION
 LH1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1527+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1527
 LH1527  HISTORY     - Date     Condition        Report By
 LH1527  HISTORY     - 1983     MONUMENTED       NGS
 LH1527
 LH1527                          STATION DESCRIPTION
 LH1527
 LH1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LH1527'THE STATION IS LOCATED ABOUT 15.9 KM (9.9 MI) NORTHEAST FROM OXFORD,
 LH1527'2.9 KM (1.8 MI) WEST-SOUTHWEST FROM ATLANTA AND ON THE NORTH
 LH1527'RIGHT-OF-WAY OF U.S. HIGHWAY 6,34.
 LH1527'TO REACH FROM THE POST OFFICE IN ATLANTA, GO SOUTH ON A GRADED STREET
 LH1527'FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 6,34.  TURN RIGHT AND GO
 LH1527'SOUHTWEST AND WEST ON THE HIGHWAY FOR 2.9 KM (1.8 MI) TO THE STATION
 LH1527'ON THE RIGHT, ATOP A CUTBANK.
 LH1527'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1527'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1527'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 41.5 M (136.2 FT)
 LH1527'NORTH-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 2.7 M (8.9 FT)
 LH1527'EAST FROM A FENCE AND 0.58 M (1.90 FT) EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1528 ***********************************************************************
 LH1528  DESIGNATION -  ATLANTA 2 AZ MK
 LH1528  PID         -  LH1528
 LH1528  STATE/COUNTY-  NE/HARLAN
 LH1528  COUNTRY     -  US
 LH1528  USGS QUAD   -  MASCOT (2017)
 LH1528
 LH1528                         *CURRENT SURVEY CONTROL
 LH1528  ______________________________________________________________________
 LH1528* NAD 83(1995) POSITION- 40 21 02.05565(N) 099 30 55.10388(W)   ADJUSTED
 LH1528* NAVD 88 ORTHO HEIGHT -   709.    (meters)     2326.    (feet) SCALED
 LH1528  ______________________________________________________________________
 LH1528  GEOID HEIGHT    -        -24.796 (meters)                     GEOID18
 LH1528  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 LH1528  HORZ ORDER      -  THIRD
 LH1528
 LH1528.The horizontal coordinates were established by classical geodetic methods
 LH1528.and adjusted by the National Geodetic Survey in August 1997.
 LH1528
 LH1528.The orthometric height was scaled from a topographic map.
 LH1528
 LH1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1528.GEOID18 height accuracy estimate available here.
 LH1528
 LH1528.Click photographs - Photos may exist for this station.
 LH1528
 LH1528.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1528
 LH1528. The following values were computed from the NAD 83(1995) position.
 LH1528
 LH1528;                    North         East     Units Scale Factor Converg.
 LH1528;SPC NE       -    57,545.493   541,171.410   MT  0.99985988   +0 19 16.3
 LH1528;SPC NE       -   188,797.17  1,775,493.20   sFT  0.99985988   +0 19 16.3
 LH1528;UTM  14      - 4,466,795.768   456,239.252   MT  0.99962357   -0 20 01.1
 LH1528
 LH1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1528!SPC NE       -   0.99989270  x   0.99985988  =   0.99975259
 LH1528!UTM  14      -   0.99989270  x   0.99962357  =   0.99951631
 LH1528
 LH1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5623966795(NAD 83)
 LH1528
 LH1528                          SUPERSEDED SURVEY CONTROL
 LH1528
 LH1528  NAD 83(1986)-  40 21 02.06072(N)    099 30 55.10500(W) AD(       ) 3
 LH1528
 LH1528.Superseded values are not recommended for survey control.
 LH1528
 LH1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1528.See file dsdata.pdf to determine how the superseded data were derived.
 LH1528
 LH1528_MARKER: DZ = AZIMUTH MARK DISK
 LH1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1528_STAMPING: ATLANTA 2 1983
 LH1528_MARK LOGO: NGS
 LH1528_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1528+STABILITY: SURFACE MOTION
 LH1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1528+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1528
 LH1528  HISTORY     - Date     Condition        Report By
 LH1528  HISTORY     - 1983     MONUMENTED       NGS
 LH1528
 LH1528                          STATION DESCRIPTION
 LH1528
 LH1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1528'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST FROM OXFORD,
 LH1528'4.1 KM (2.5 MI) WEST-SOUTHWEST FROM ATLANTA AND ON THE EAST
 LH1528'RIGHT-OF-WAY OF U.S. HIGHWAY 6, 34.
 LH1528'TO REACH FROM THE POST OFFICE IN ATLANTA, GO SOUTH ON A GRADED STREET
 LH1528'FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 6, 34.  TURN RIGHT AND GO WEST
 LH1528'AND SOUTHWESTERLY ON THE HIGHWAY FOR 4.10 KM (2.55 MI) TO THE MARK ON
 LH1528'THE LEFT.
 LH1528'THE SURFACE DISK IS SET INT THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1528'FLUSH WITH THE THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED
 LH1528'1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 22.7 M
 LH1528'(74.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 0.51 M
 LH1528'(1.67 FT) NORTHWEST FROM A FENCE AND 0.5 M (1.6 FT) SOUTHWEST FROM A
 LH1528'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1376 ***********************************************************************
 LH1376  DESIGNATION -  ATLANTA PRISON CAMP WATER TWR
 LH1376  PID         -  LH1376
 LH1376  STATE/COUNTY-  NE/PHELPS
 LH1376  COUNTRY     -  US
 LH1376  USGS QUAD   -  HOLDREGE WEST (2017)
 LH1376
 LH1376                         *CURRENT SURVEY CONTROL
 LH1376  ______________________________________________________________________
 LH1376* NAD 83(1995) POSITION- 40 23 22.57208(N) 099 27 28.10308(W)   ADJUSTED
 LH1376  ______________________________________________________________________
 LH1376  GEOID HEIGHT    -        -24.828 (meters)                     GEOID18
 LH1376  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LH1376  HORZ ORDER      -  THIRD
 LH1376
 LH1376.The horizontal coordinates were established by classical geodetic methods
 LH1376.and adjusted by the National Geodetic Survey in August 1997.
 LH1376
 LH1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1376.GEOID18 height accuracy estimate available here.
 LH1376
 LH1376.Click photographs - Photos may exist for this station.
 LH1376
 LH1376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1376
 LH1376. The following values were computed from the NAD 83(1995) position.
 LH1376
 LH1376;                    North         East     Units Scale Factor Converg.
 LH1376;SPC NE       -    61,907.996   546,028.426   MT  0.99984654   +0 21 33.5
 LH1376;SPC NE       -   203,109.82  1,791,428.26   sFT  0.99984654   +0 21 33.5
 LH1376;UTM  14      - 4,471,101.428   461,144.714   MT  0.99961858   -0 17 48.0
 LH1376
 LH1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6114471101(NAD 83)
 LH1376
 LH1376                          SUPERSEDED SURVEY CONTROL
 LH1376
 LH1376  NAD 83(1986)-  40 23 22.57725(N)    099 27 28.10381(W) AD(       ) 3
 LH1376  NAD 27      -  40 23 22.54200(N)    099 27 26.72600(W) AD(       ) 3
 LH1376
 LH1376.Superseded values are not recommended for survey control.
 LH1376
 LH1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1376.See file dsdata.pdf to determine how the superseded data were derived.
 LH1376
 LH1376_MARKER: 54 = WATER TOWER
 LH1376
 LH1376  HISTORY     - Date     Condition        Report By
 LH1376  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1376
 LH1376                          STATION DESCRIPTION
 LH1376
 LH1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1376'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ATLANTA.
 LH1376'IT IS A CYLINDRICAL CONCRETE STRUCTURE 32 FEET IN DIAMETER
 LH1376'AND 130 FEET IN HEIGHT.  THE POINT OBSERVED UPON WAS THE
 LH1376'CENTER AND TOP OF THE WATER TOWER.
 LH1376'
 LH1376'TO REACH THE STATION FROM THE RAILROAD STATION IN ATLANTA, GO
 LH1376'NORTHEAST ON U.S. HIGHWAYS FOR 1.5 MILES, TURN LEFT AND GO
 LH1376'NORTHERLY FOR 0.5 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0492 ***********************************************************************
 LF0492  DESIGNATION -  AUBURN
 LF0492  PID         -  LF0492
 LF0492  STATE/COUNTY-  NE/NEMAHA
 LF0492  COUNTRY     -  US
 LF0492  USGS QUAD   -  AUBURN (2017)
 LF0492
 LF0492                         *CURRENT SURVEY CONTROL
 LF0492  ______________________________________________________________________
 LF0492* NAD 83(1995) POSITION- 40 22 52.49731(N) 095 51 02.14158(W)   ADJUSTED
 LF0492* NAVD 88 ORTHO HEIGHT -   339.157 (meters)     1112.72  (feet) ADJUSTED
 LF0492  ______________________________________________________________________
 LF0492  GEOID HEIGHT    -        -29.508 (meters)                     GEOID18
 LF0492  LAPLACE CORR    -         -6.66  (seconds)                    DEFLEC18
 LF0492  DYNAMIC HEIGHT  -        338.975 (meters)     1112.12  (feet) COMP
 LF0492  MODELED GRAVITY -    980,079.6   (mgal)                       NAVD 88
 LF0492
 LF0492  HORZ ORDER      -  FIRST
 LF0492  VERT ORDER      -  SECOND    CLASS 0
 LF0492
 LF0492.The horizontal coordinates were established by classical geodetic methods
 LF0492.and adjusted by the National Geodetic Survey in August 1997.
 LF0492
 LF0492.The orthometric height was determined by differential leveling and
 LF0492.adjusted by the NATIONAL GEODETIC SURVEY
 LF0492.in June 1991.
 LF0492
 LF0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0492.GEOID18 height accuracy estimate available here.
 LF0492
 LF0492.Click photographs - Photos may exist for this station.
 LF0492
 LF0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0492
 LF0492.The dynamic height is computed by dividing the NAVD 88
 LF0492.geopotential number by the normal gravity value computed on the
 LF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0492.degrees latitude (g = 980.6199 gals.).
 LF0492
 LF0492.The modeled gravity was interpolated from observed gravity values.
 LF0492
 LF0492. The following values were computed from the NAD 83(1995) position.
 LF0492
 LF0492;                    North         East     Units Scale Factor Converg.
 LF0492;SPC NE       -    69,288.556   852,166.936   MT  0.99984936   +2 44 59.3
 LF0492;SPC NE       -   227,324.20  2,795,817.69   sFT  0.99984936   +2 44 59.3
 LF0492;UTM  15      - 4,473,975.237   258,016.497   MT  1.00032086   -1 50 51.8
 LF0492
 LF0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0492!SPC NE       -   0.99995143  x   0.99984936  =   0.99980079
 LF0492!UTM  15      -   0.99995143  x   1.00032086  =   1.00027227
 LF0492
 LF0492:                Primary Azimuth Mark                     Grid Az
 LF0492:SPC NE       -  AUBURN AZ MK 3                           345 11 26.4
 LF0492:UTM  15      -  AUBURN AZ MK 3                           349 47 17.5
 LF0492
 LF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5801673975(NAD 83)
 LF0492
 LF0492|---------------------------------------------------------------------|
 LF0492| PID    Reference Object                     Distance      Geod. Az  |
 LF0492|                                                           dddmmss.s |
 LF0492| LF1367 PERU MUNICIPAL TANK                 APPROX.14.3 KM 0432443.1 |
 LF0492| LF0493 AUBURN RM 1                          39.837 METERS 05841     |
 LF0492| CL6787 AUBURN RM 3                          14.791 METERS 08114     |
 LF0492| LF1389 AUBURN ST JOSEPHS CATH CHURCH       APPROX. 0.6 KM 0865927.2 |
 LF0492| LF1388 AUBURN MUNICIPAL STANDPIPE           11.224 METERS 13028     |
 LF0492| LF1394 HICKORY GROVE LUTHERAN CHURCH       APPROX. 7.0 KM 2662656.3 |
 LF0492| CL6788 AUBURN RM 4                          10.688 METERS 28036     |
 LF0492| LF1393 JOHNSON MUNICIPAL TANK              APPROX.12.9 KM 2860107.2 |
 LF0492| LF0494 AUBURN RM 2                          39.191 METERS 30236     |
 LF0492| CL6784 AUBURN AZ MK                                       3331230.7 |
 LF0492| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX.23.3 KM 3420709.2 |
 LF0492| CL6786 AUBURN AZ MK 3                                     3475625.7 |
 LF0492| CL6785 AUBURN AZ MK 2                                     3482039.8 |
 LF0492|---------------------------------------------------------------------|
 LF0492
 LF0492                          SUPERSEDED SURVEY CONTROL
 LF0492
 LF0492  NAD 83(1986)-  40 22 52.50437(N)    095 51 02.13716(W) AD(       ) 1
 LF0492  NAD 27      -  40 22 52.49800(N)    095 51 01.14500(W) AD(       ) 1
 LF0492  NGVD 29 (??/??/92)  339.070  (m)         1112.43   (f) ADJ UNCH    2 0
 LF0492  NGVD 29             339.07   (m)         1112.4    (f) LEVELING    3  
 LF0492
 LF0492.Superseded values are not recommended for survey control.
 LF0492
 LF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0492.See file dsdata.pdf to determine how the superseded data were derived.
 LF0492
 LF0492_MARKER: DS = TRIANGULATION STATION DISK
 LF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0492_STAMPING: AUBURN 1934
 LF0492_MARK LOGO: CGS
 LF0492_PROJECTION: RECESSED 5 CENTIMETERS
 LF0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0492+STABILITY: SURFACE MOTION
 LF0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0492+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 LF0492
 LF0492  HISTORY     - Date     Condition        Report By
 LF0492  HISTORY     - 1934     MONUMENTED       CGS
 LF0492  HISTORY     - 1947     GOOD             CGS
 LF0492  HISTORY     - 1967     GOOD             CGS
 LF0492  HISTORY     - 1968     GOOD             CGS
 LF0492  HISTORY     - 20041101 GOOD             NEDR
 LF0492  HISTORY     - 20041104 GOOD             NEDR
 LF0492  HISTORY     - 20100209 GOOD             NEGS
 LF0492  HISTORY     - 20161019 GOOD             INDIV
 LF0492  HISTORY     - 20201022 GOOD             NEGS
 LF0492
 LF0492                          STATION DESCRIPTION
 LF0492
 LF0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0492'STATION IS ON A HIGH HILL JUST SOUTH AND WEST OF AUBURN ON PROPERTY
 LF0492'OWNED BY THE TOWN AND OCCUPIED BY ITS STANDPIPE.  IT IS IN THE
 LF0492'SOUTHWEST QUARTER OF SEC. 21, T. 5 N., R. 14 E., 39.5 FEET SOUTH OF
 LF0492'THE CENTERLINE OF AN EAST-AND-WEST DIRT ROAD, 139.1 FEET EAST OF THE
 LF0492'CENTERLINE OF A NORTH-AND-SOUTH DIRT ROAD AND 27.9 FEET NORTHWEST OF
 LF0492'EDGE OF STANDPIPE.  SURFACE AND UNDERGROUND MARKS ARE SET AS
 LF0492'DESCRIBED.
 LF0492'
 LF0492'TO REACH FROM AUBURN POST OFFICE, GO SOUTH 0.8 MILE ON U.S.  HIGHWAY
 LF0492'75, TURN WEST AND GO 0.6 MILE TO STANDPIPE AND STATION ON SOUTH.
 LF0492'
 LF0492'REFERENCE MARK NO. 1 IS 130.70 FEET NORTHEAST OF STATION, 1.0 FOOT
 LF0492'SOUTH OF FENCE AND 26.0 FEET NORTH OF CENTERLINE OF DIRT ROAD.
 LF0492'
 LF0492'REFERENCE MARK NO. 2 IS 128.58 FEET NORTHWEST OF STATION, 1.0 FOOT
 LF0492'SOUTH OF FENCE AND 24.6 FEET NORTH OF CENTERLINE OF DIRT ROAD.
 LF0492'
 LF0492'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTHWEST OF STATION, 1.0 FOOT
 LF0492'EAST OF NORTH-AND-SOUTH FENCE, 20 FEET WEST OF A NORTH-AND-SOUTH ROAD
 LF0492'AND 375 FEET SOUTH OF STATE HIGHWAY 3.  TO REACH FROM STATION, GO
 LF0492'SOUTH 0.2 MILE, TURN WEST, GO 0.35 MILE, TURN NORTH AND GO 0.95 MILE
 LF0492'TO MARK ON LEFT NEAR CEMETERY.  IT MAY ALSO BE REACHED BY STARTING AT
 LF0492'THE NORTHWEST CORNER OF NEMAHA COUNTY COURTHOUSE SQUARE AND GOING
 LF0492'NORTH 0.4 MILE TO STATE HIGHWAY 3.  TURN LEFT HERE AND GO 0.7 MILE TO
 LF0492'CEMETERY.  MARK IS IN WEST FENCE LINE OF DIRT ROAD 125 YARDS SOUTH OF
 LF0492'SOUTHEAST CORNER OF CEMETERY.
 LF0492'
 LF0492'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 LF0492
 LF0492                          STATION RECOVERY (1947)
 LF0492
 LF0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LF0492'AT AUBURN, 4 BLOCKS SOUTH ALONG O STREET AND 4 BLOCKS WEST ALONG
 LF0492'TWENTY THIRD STREET FROM THE COURT HOUSE WHICH IS IN THE PART OF TOWN
 LF0492'LOCALLY KNOWN AS SOUTH AUBURN, AT THE CITY WATER STAND PIPE WHICH IS
 LF0492'AT THE TOP OF A HILL, 130.7 FEET SOUTHWEST OF AND ACROSS TWENTY THIRD
 LF0492'STREET FROM AUBURN NO 1, 128.6 FEET SOUTHEAST OF AND ACROSS TWENTY
 LF0492'THIRD STREET FROM AUBURN R.M. 2, 44.0 FEET SOUTH OF THE CENTER OF
 LF0492'TWENTY THIRD STREET, 27.8 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 LF0492'CITY WATER STAND PIPE, 1.5 FOOT NORTH OF A REFERENCE POST, A
 LF0492'TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT 3 FEET ABOVE
 LF0492'THE STREET AND PROJECTING 0.1 FOOT.
 LF0492
 LF0492                          STATION RECOVERY (1967)
 LF0492
 LF0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LF0492'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LF0492'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LF0492'A REQUEST WAS RECEIVED TO MOVED THE REFERENCE MARKS, THESE MARKS WERE
 LF0492'RESET.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND DUE TO A
 LF0492'HOUSE THAT HAD BEEN BUILT ON LINE, THIS MARK WAS LEFT INPLACE AND A
 LF0492'NEW AZIMUTH MARK WAS SET.  FOLLOWING IS A NEW DESCRIPTION.
 LF0492'
 LF0492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73, 75, AND
 LF0492'136 IN AUBURN, GO SOUTH ON U.S. HIGHWAY 73 AND 75 FOR 0.8 MILE TO THE
 LF0492'INTERSECTION WITH 23RD STREET.  TURN RIGHT AND GO WEST ON 23RD STREET
 LF0492'FOR 0.6 MILE TO THE AUBURN, MUNICIPAL STANDPIPE AND THE STATION ON THE
 LF0492'LEFT.
 LF0492'
 LF0492'STATION SURFACE MARK, A STANDARD DISK STAMPED AUBURN 1934, IS SET IN
 LF0492'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 61
 LF0492'FEET WEST OF THE CENTER OF A DRIVEWAY, 40 FEET SOUTH OF THE CENTER OF
 LF0492'23RD STREET, AND 9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 LF0492'WHITE BUILDING.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LF0492'
 LF0492'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AUBURN NO. 3 1934 1967,
 LF0492'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LF0492'IT IS 33 FEET SOUTH OF THE CENTER OF 23RD STREET, 29 FEET NORTHEAST OF
 LF0492'THE NORTHEAST SIDE OF THE STANDPIPE, 13.5 FEET WEST OF THE CENTER OF
 LF0492'THE DRIVEWAY, AND 2 FEET WEST OF A POWERLINE POLE.
 LF0492'
 LF0492'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AUBURN NO. 4 1934 1967,
 LF0492'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LF0492'IT IS 33 FEET SOUTH OF THE CENTER OF 23RD STREET AND 2 FEET EAST OF A
 LF0492'POWERLINE POLE.
 LF0492'
 LF0492'AZIMUTH MARK, A STANDARD DISK STAMPED AUBURN 1934 AZ. 2 1967, IS
 LF0492'CEMENTED IN A DRILL HOLE IN A CURB AND IS FLUSH WITH THE CURB.  IT IS
 LF0492'ABOUT 0.75 MILE NORTH-NORTHWEST OF THE STATION AT THE NEMAHA COUNTY
 LF0492'HOSPITAL, TO THE SOUTH OF THE CENTER OF THE SOUTH SIDE, 48 FEET
 LF0492'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMBULANCE ENTRANCE, 30
 LF0492'FEET SOUTH OF A STREETLIGHT POLE, 20 FEET EAST OF A FIRE HYDRANT, AND
 LF0492'IN THE SOUTH CURB OF THE STREET.
 LF0492'
 LF0492'THE OLD DESCRIPTION TO THE 1934 AZIMUTH MARK IS ADEQUATE FOR RECOVERY.
 LF0492'
 LF0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE WEST OF
 LF0492'AUBURN
 LF0492
 LF0492                          STATION RECOVERY (1968)
 LF0492
 LF0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LF0492'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 LF0492'1934 AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTION
 LF0492'AND ALL MARKS ARE IN GOOD CONDITION.  THE AZIMUTH MARK 2 1967 WAS IN
 LF0492'THE WAY OF CONSTRUCTION OF A NEW WING WHICH IS BEING BUILT ON THE
 LF0492'SOUTH SIDE OF THE NEMAHA COUNTY HOSPITAL, AND HAD TO BE DESTROYED.  A
 LF0492'NEW AZIMUTH MARK WAS SET.  FOLLOWING IS A DESCRIPTION FOR THE NEW
 LF0492'AZIMUTH MARK.
 LF0492'
 LF0492'AZIMUTH MARK, A STANDARD DISK STAMPED AUBURN 1934 NO. 3 1968, IS
 LF0492'CEMENTED IN A DRILL HOLE IN A CONCRETE DRIVE AT THE SOUTH SIDE OF THE
 LF0492'HOSPITAL.  IT IS 105.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LF0492'NEMAHA COUNTY HOSPITAL, 47 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 LF0492'CORNER OF THE AMBULANCE ENTRANCE, 6.5 FEET WEST-NORTHWEST OF A FIRE
 LF0492'HYDRANT, 4.5 FEET EAST OF THE EAST EDGE OF A DRIVEWAY LEADING TO THE
 LF0492'AMBULANCE ENTRANCE, 0.35 FEET NORTH OF THE NORTH EDGE OF A DRIVE, AND
 LF0492'ABOUT 0.75 MILE NORTH OF THE STATION AND THE HOSPITAL IS IN THE
 LF0492'NORTHWEST PART OF AUBURN.
 LF0492'
 LF0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 0.6 MILE WEST OF
 LF0492'AUBURN.
 LF0492
 LF0492                          STATION RECOVERY (2004)
 LF0492
 LF0492'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LF0492'FROM THE INTERSECTION OF HIGHWAY 75 AND HIGHWAY 136 IN AUBURN, GO
 LF0492'SOUTH ON HIGHWAY 75 APPROXIMATELY 0.85 MILE (1.37 KM) (11 BLOCKS) TO
 LF0492'23RD STREET, TURN RIGHT (WEST) AND GO APPROXIMATELY 0.6 MILE (1.0 KM)
 LF0492'(8 1/2 BLOCKS) TO MARK BETWEEN R STREET AND S STREET IN FRONT YARD OF
 LF0492'JEFF ALLGOODS NEW HOUSE.  36.0 FEET (11.0 M) NORTH TO CENTERLINE 23RD
 LF0492'STREET, 61.5 FEET (18.7 M) EAST TO CENTERLINE ALLEY WAY (SOUTH) ,
 LF0492'51.25 FEET (15.62 M) EAST TO NAIL IN POWER POLE, 45.13 FEET (13.76 M)
 LF0492'SOUTH SOUTHEAST TO NORTHEAST CORNER OF NEW HOUSE, 3.05 FEET (0.93 M)
 LF0492'SOUTH TO BOTTOM OF ORANGE FIBERGLASS WITNESS SIGN.
 LF0492
 LF0492                          STATION RECOVERY (2004)
 LF0492
 LF0492'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LF0492'REFERENCE MARK 4 WAS DESTROYED DUE TO NEW DRIVEWAY AZIMUTH MARK WAS
 LF0492'NOT FOUND.
 LF0492
 LF0492                          STATION RECOVERY (2010)
 LF0492
 LF0492'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0492'A NEW HOUSE HAS BEEN BUILT AND REFERENCE MARK 4 DESTROYED.  REFERENCE
 LF0492'MARK 3 FOUND.  FIBERGLASS WITNESS GONE
 LF0492
 LF0492                          STATION RECOVERY (2016)
 LF0492
 LF0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DJK)
 LF0492'36 FEET SOUTH OF THE CENTERLINE OF 23RD STREET AND 61.5 FEET WEST OF
 LF0492'THE CENTERLINE OF THE ALLEY.
 LF0492
 LF0492                          STATION RECOVERY (2020)
 LF0492
 LF0492'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF0492'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 75 AND U.S. HIGHWAY 136
 LF0492'IN AUBURN, NE., GO SOUTH ON U.S. HIGHWAY 75 FOR 0.8 MI (1.3 KM) TO
 LF0492'23RD STREET.  TURN RIGHT AND GO WEST FOR 0.62 MI (1.00 KM) TO THE MARK
 LF0492'ON THE LEFT (SOUTH) SIDE OF 23RD STREET.
 LF0492'
 LF0492'THE MARK IS 36 FT (11.0 M) SOUTH OF THE CENTERLINE OF 23RD STREET, 130
 LF0492'FT (39.6 M) EAST OF S STREET AND 28.5 FT (8.7 M) NORTH-NORTHEAST OF
 LF0492'THE NORTHEAST CORNER OF A CONCRETE PORCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0493 ***********************************************************************
 LF0493  DESIGNATION -  AUBURN RM 1
 LF0493  PID         -  LF0493
 LF0493  STATE/COUNTY-  NE/NEMAHA
 LF0493  COUNTRY     -  US
 LF0493  USGS QUAD   -  AUBURN (2017)
 LF0493
 LF0493                         *CURRENT SURVEY CONTROL
 LF0493  ______________________________________________________________________
 LF0493* NAD 83(1986) POSITION- 40 22 53.17   (N) 095 51 00.70   (W)   HD_HELD1
 LF0493* NAVD 88 ORTHO HEIGHT -   337.367 (meters)     1106.84  (feet) ADJUSTED
 LF0493  ______________________________________________________________________
 LF0493  GEOID HEIGHT    -        -29.509 (meters)                     GEOID18
 LF0493  DYNAMIC HEIGHT  -        337.186 (meters)     1106.25  (feet) COMP
 LF0493  MODELED GRAVITY -    980,079.6   (mgal)                       NAVD 88
 LF0493
 LF0493  VERT ORDER      -  SECOND    CLASS 0
 LF0493
 LF0493.The horizontal coordinates were determined by differentially corrected
 LF0493.hand held GPS observations or other comparable positioning techniques
 LF0493.and have an estimated accuracy of +/- 3 meters.
 LF0493
 LF0493.The orthometric height was determined by differential leveling and
 LF0493.adjusted by the NATIONAL GEODETIC SURVEY
 LF0493.in June 1991.
 LF0493
 LF0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0493.GEOID18 height accuracy estimate available here.
 LF0493
 LF0493.Click photographs - Photos may exist for this station.
 LF0493
 LF0493.The dynamic height is computed by dividing the NAVD 88
 LF0493.geopotential number by the normal gravity value computed on the
 LF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0493.degrees latitude (g = 980.6199 gals.).
 LF0493
 LF0493.The modeled gravity was interpolated from observed gravity values.
 LF0493
 LF0493;                    North         East    Units  Estimated Accuracy
 LF0493;SPC NE       -    69,310.9     852,199.9     MT  (+/- 3 meters HH1 GPS) 
 LF0493
 LF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5805173994(NAD 83)
 LF0493
 LF0493                          SUPERSEDED SURVEY CONTROL
 LF0493
 LF0493  NGVD 29 (??/??/92)  337.283  (m)         1106.57   (f) ADJ UNCH    2 0
 LF0493
 LF0493.Superseded values are not recommended for survey control.
 LF0493
 LF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0493.See file dsdata.pdf to determine how the superseded data were derived.
 LF0493
 LF0493_MARKER: DR = REFERENCE MARK DISK
 LF0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0493_STAMPING: AUBURN NO 1 1934
 LF0493_MARK LOGO: CGS
 LF0493_PROJECTION: PROJECTING 12 CENTIMETERS
 LF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0493+STABILITY: SURFACE MOTION
 LF0493
 LF0493  HISTORY     - Date     Condition        Report By
 LF0493  HISTORY     - 1934     MONUMENTED       CGS
 LF0493  HISTORY     - 1947     GOOD             CGS
 LF0493
 LF0493                          STATION DESCRIPTION
 LF0493
 LF0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0493'AT AUBURN.
 LF0493'AT AUBURN, 4 BLOCK SOUTH ALONG O STREET AND 4 BLOCKS WEST ALONG
 LF0493'TWENTY THIRD STREET FROM THE COURT HOUSE WHICH IS IN THE PART OF
 LF0493'TOWN LOCALLY KNOWN AS SOUTH AUBURN, AT THE CITY WATER STAND PIPE
 LF0493'WHICH IS AT THE TOP OF A HILL, 130.7 FEET NORTHEAST OF AND ACROSS
 LF0493'TWENTY THIRD STREET FROM AUBURN 1934, 116.6 FEET NORTHEAST OF AND
 LF0493'ACROSS TWENTY THIRD STREET FROM THE NORTHEAST SIDE OF THE CITY WATER
 LF0493'STAND PIPE, 100.1 FEET WEST OF THE TOP OF A FIRE HYDRANT, 28.0
 LF0493'FEET NORTH OF THE CENTER OF TWENTY THIRD STREET, 1.6 FOOT SOUTH OF
 LF0493'AN EAST-WEST FENCE LINE, 1.6 FOOT EAST OF A REFERENCE POST, A
 LF0493'BRONZE REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT 2 FEET
 LF0493'ABOVE THE ROAD AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0494 ***********************************************************************
 LF0494  DESIGNATION -  AUBURN RM 2
 LF0494  PID         -  LF0494
 LF0494  STATE/COUNTY-  NE/NEMAHA
 LF0494  COUNTRY     -  US
 LF0494  USGS QUAD   -  AUBURN (2017)
 LF0494
 LF0494                         *CURRENT SURVEY CONTROL
 LF0494  ______________________________________________________________________
 LF0494* NAD 83(1986) POSITION- 40 22 53.18   (N) 095 51 03.54   (W)   HD_HELD1
 LF0494* NAVD 88 ORTHO HEIGHT -   338.952 (meters)     1112.05  (feet) ADJUSTED
 LF0494  ______________________________________________________________________
 LF0494  GEOID HEIGHT    -        -29.507 (meters)                     GEOID18
 LF0494  DYNAMIC HEIGHT  -        338.770 (meters)     1111.45  (feet) COMP
 LF0494  MODELED GRAVITY -    980,079.6   (mgal)                       NAVD 88
 LF0494
 LF0494  VERT ORDER      -  SECOND    CLASS 0
 LF0494
 LF0494.The horizontal coordinates were determined by differentially corrected
 LF0494.hand held GPS observations or other comparable positioning techniques
 LF0494.and have an estimated accuracy of +/- 3 meters.
 LF0494
 LF0494.The orthometric height was determined by differential leveling and
 LF0494.adjusted by the NATIONAL GEODETIC SURVEY
 LF0494.in June 1991.
 LF0494
 LF0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0494.GEOID18 height accuracy estimate available here.
 LF0494
 LF0494.Click photographs - Photos may exist for this station.
 LF0494
 LF0494.The dynamic height is computed by dividing the NAVD 88
 LF0494.geopotential number by the normal gravity value computed on the
 LF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0494.degrees latitude (g = 980.6199 gals.).
 LF0494
 LF0494.The modeled gravity was interpolated from observed gravity values.
 LF0494
 LF0494;                    North         East    Units  Estimated Accuracy
 LF0494;SPC NE       -    69,308.0     852,133.0     MT  (+/- 3 meters HH1 GPS) 
 LF0494
 LF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5798473997(NAD 83)
 LF0494
 LF0494                          SUPERSEDED SURVEY CONTROL
 LF0494
 LF0494  NGVD 29 (??/??/92)  338.865  (m)         1111.76   (f) ADJ UNCH    2 0
 LF0494
 LF0494.Superseded values are not recommended for survey control.
 LF0494
 LF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0494.See file dsdata.pdf to determine how the superseded data were derived.
 LF0494
 LF0494_MARKER: DR = REFERENCE MARK DISK
 LF0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0494_STAMPING: AUBURN NO 2 1934
 LF0494_MARK LOGO: CGS
 LF0494_PROJECTION: PROJECTING 3 CENTIMETERS
 LF0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0494+STABILITY: SURFACE MOTION
 LF0494
 LF0494  HISTORY     - Date     Condition        Report By
 LF0494  HISTORY     - 1934     MONUMENTED       CGS
 LF0494  HISTORY     - 1947     GOOD             CGS
 LF0494
 LF0494                          STATION DESCRIPTION
 LF0494
 LF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0494'AT AUBURN.
 LF0494'AT AUBURN, 4 BLOCKS SOUTH ALONG O STREET AND 4 BLOCKS WEST ALONG
 LF0494'TWENTY THIRD STREET FROM THE COURT HOUSE WHICH IS IN THE PART OF
 LF0494'TOWN LOCALLY KNOWN AS SOUTH AUBURN, AT THE CITY WATER STAND PIPE
 LF0494'WHICH IS AT THE TOP OF A HILL, 156.3 FEET NORTHWEST OF AND ACROSS
 LF0494'TWENTY THIRD STREET FROM THE NORTHWEST SIDE OF THE CITY WATER
 LF0494'STAND PIPE, 128.6 FEET NORTHWEST OF AND ACROSS TWENTY THIRD STREET
 LF0494'FROM AUBURN 1934, 28.0 FEET NORTH OF THE CENTER OF TWENTY THIRD
 LF0494'STREET, 26.0 FEET EAST OF A POINT IN LINE WITH THE CENTER OF A
 LF0494'STREET LEADING SOUTH, 2.0 FEET WEST OF A REFERENCE POST, A
 LF0494'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT THE SAME
 LF0494'ELEVATION AS THE STREET AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1389 ***********************************************************************
 LF1389  DESIGNATION -  AUBURN ST JOSEPHS CATH CHURCH
 LF1389  PID         -  LF1389
 LF1389  STATE/COUNTY-  NE/NEMAHA
 LF1389  COUNTRY     -  US
 LF1389  USGS QUAD   -  AUBURN (2017)
 LF1389
 LF1389                         *CURRENT SURVEY CONTROL
 LF1389  ______________________________________________________________________
 LF1389* NAD 83(1995) POSITION- 40 22 53.47891(N) 095 50 37.70555(W)   ADJUSTED
 LF1389  ______________________________________________________________________
 LF1389  GEOID HEIGHT    -        -29.530 (meters)                     GEOID18
 LF1389  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 LF1389  HORZ ORDER      -  THIRD
 LF1389
 LF1389.The horizontal coordinates were established by classical geodetic methods
 LF1389.and adjusted by the National Geodetic Survey in August 1997.
 LF1389
 LF1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1389.GEOID18 height accuracy estimate available here.
 LF1389
 LF1389.Click photographs - Photos may exist for this station.
 LF1389
 LF1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1389
 LF1389. The following values were computed from the NAD 83(1995) position.
 LF1389
 LF1389;                    North         East     Units Scale Factor Converg.
 LF1389;SPC NE       -    69,346.465   852,741.129   MT  0.99984927   +2 45 15.5
 LF1389;SPC NE       -   227,514.19  2,797,701.52   sFT  0.99984927   +2 45 15.5
 LF1389;UTM  15      - 4,473,986.939   258,593.754   MT  1.00031742   -1 50 35.9
 LF1389
 LF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5859373986(NAD 83)
 LF1389
 LF1389                          SUPERSEDED SURVEY CONTROL
 LF1389
 LF1389  NAD 83(1986)-  40 22 53.48595(N)    095 50 37.70061(W) AD(       ) 3
 LF1389  NAD 27      -  40 22 53.47900(N)    095 50 36.71300(W) AD(       ) 3
 LF1389
 LF1389.Superseded values are not recommended for survey control.
 LF1389
 LF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1389.See file dsdata.pdf to determine how the superseded data were derived.
 LF1389
 LF1389_MARKER: 90 = CHURCH SPIRE
 LF1389
 LF1389  HISTORY     - Date     Condition        Report By
 LF1389  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1389  HISTORY     - 20090629 GOOD             GEOCAC
 LF1389
 LF1389                          STATION DESCRIPTION
 LF1389
 LF1389'DESCRIBED BY GEOCACHING 2009 (RCF)
 LF1389'IN AUBURN, AT THE NORTHEAST CORNER OF N STREET AND 23RD STREET, A
 LF1389'SQUARE, RED BRICK, TOWER ON THE WEST SIDE OF THE CHURCH.  THE TOWER IS
 LF1389'TOPED BY A SPIRE WITH A GOLD CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0679 ***********************************************************************
 NP0679  DESIGNATION -  AUGUSTINE
 NP0679  PID         -  NP0679
 NP0679  STATE/COUNTY-  NE/DAWES
 NP0679  COUNTRY     -  US
 NP0679  USGS QUAD   -  BORDEAUX (2017)
 NP0679
 NP0679                         *CURRENT SURVEY CONTROL
 NP0679  ______________________________________________________________________
 NP0679* NAD 83(1996) POSITION- 42 47 34.56581(N) 102 48 17.52956(W)   ADJUSTED
 NP0679* NAVD 88 ORTHO HEIGHT -  1266.    (meters)     4154.    (feet) SCALED
 NP0679  ______________________________________________________________________
 NP0679  GEOID HEIGHT    -        -17.928 (meters)                     GEOID18
 NP0679  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 NP0679  HORZ ORDER      -  FIRST
 NP0679
 NP0679.The horizontal coordinates were established by classical geodetic methods
 NP0679.and adjusted by the National Geodetic Survey in January 1998.
 NP0679
 NP0679.The orthometric height was scaled from a topographic map.
 NP0679
 NP0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0679.GEOID18 height accuracy estimate available here.
 NP0679
 NP0679.Click photographs - Photos may exist for this station.
 NP0679
 NP0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0679
 NP0679. The following values were computed from the NAD 83(1996) position.
 NP0679
 NP0679;                    North         East     Units Scale Factor Converg.
 NP0679;SPC NE       -   332,340.965   270,582.263   MT  0.99991163   -1 51 31.6
 NP0679;SPC NE       - 1,090,355.32    887,735.31   sFT  0.99991163   -1 51 31.6
 NP0679;UTM  13      - 4,740,157.874   679,524.577   MT  0.99999652   +1 29 30.0
 NP0679
 NP0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0679!SPC NE       -   0.99980438  x   0.99991163  =   0.99971603
 NP0679!UTM  13      -   0.99980438  x   0.99999652  =   0.99980090
 NP0679
 NP0679:                Primary Azimuth Mark                     Grid Az
 NP0679:SPC NE       -  AUGUSTINE AZ MK                          133 10 58.4
 NP0679:UTM  13      -  AUGUSTINE AZ MK                          129 49 56.8
 NP0679
 NP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7952440157(NAD 83)
 NP0679
 NP0679|---------------------------------------------------------------------|
 NP0679| PID    Reference Object                     Distance      Geod. Az  |
 NP0679|                                                           dddmmss.s |
 NP0679| CP9536 AUGUSTINE RM 1                                     07602     |
 NP0679| NP0681 AUGUSTINE AZ MK                     APPROX. 1.3 KM 1311926.8 |
 NP0679| CP9537 AUGUSTINE RM 2                       30.221 METERS 20900     |
 NP0679|---------------------------------------------------------------------|
 NP0679
 NP0679                          SUPERSEDED SURVEY CONTROL
 NP0679
 NP0679  NAD 83(1995)-  42 47 34.56580(N)    102 48 17.52955(W) AD(       ) 1
 NP0679  NAD 83(1993)-  42 47 34.56364(N)    102 48 17.53045(W) AD(       ) 1
 NP0679  NAD 83(1986)-  42 47 34.55627(N)    102 48 17.52343(W) AD(       ) 1
 NP0679  NAD 27      -  42 47 34.65100(N)    102 48 15.90800(W) AD(       ) 1
 NP0679
 NP0679.Superseded values are not recommended for survey control.
 NP0679
 NP0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0679.See file dsdata.pdf to determine how the superseded data were derived.
 NP0679
 NP0679_MARKER: DS = TRIANGULATION STATION DISK
 NP0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0679_STAMPING: AUGUSTINE 1934
 NP0679_MARK LOGO: CGS
 NP0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0679+STABILITY: SURFACE MOTION
 NP0679
 NP0679  HISTORY     - Date     Condition        Report By
 NP0679  HISTORY     - 1934     MONUMENTED       CGS
 NP0679
 NP0679                          STATION DESCRIPTION
 NP0679
 NP0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0679'THIS STATION IS ABOUT 11 MILES ESE OF CHADRON, 3/4 MILE W OF A
 NP0679'N-S RIDGE, 1/2 MILE N OF A PROJECTION OF A 1.0 MILE E-W SEGMENT
 NP0679'OF THE BOUNDARY LINE BETWEEN DAWES AND SHERIDAN COUNTIES, ON
 NP0679'HIGHEST POINT IN NORTHWESTERN PART OF A HIGH ROUGH RIDGE,
 NP0679'EXTENDING GENERALLY SE AND NW, IN E 1/2 SEC. 36, T 33 N, R 47 W.
 NP0679'THE MARK PROJECTS 2 INCHES.
 NP0679'
 NP0679'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0679'BRONZE DISKS SET IN CONCRETE.
 NP0679'
 NP0679'REFERENCE MARK NO. 1 IS ENE OF STATION, NEAR END OF POINT,
 NP0679'PROJECTING E FROM STATION.  THE MARK PROJECTS 4 INCHES.
 NP0679'
 NP0679'REFERENCE MARK NO. 2 IS SW OF STATION AND PROJECTS 4 INCHES.
 NP0679'
 NP0679'THE AZIMUTH MARK IS SE OF STATION, 2 FEET W OF A N-S FENCE,
 NP0679'119.42 FEET N OF U.S.-G.L.O. PIPE MARKING THE LINE BETWEEN
 NP0679'DAWES AND SHERIDAN COUNTIES, AND PROJECTS 4 INCHES.
 NP0679'
 NP0679'THE U.S.-G.L.O. PIPE IS SE OF STATION AT SW FENCE CORNER
 NP0679'OF A 184.0 FEET JOG IN FENCE, 119.42 FEET S OF AZIMUTH MARK
 NP0679'AND PROJECTS 1 FOOT.
 NP0679'
 NP0679'THE STATION IS REACHED FROM CHADRON BY GOING E NORTHEASTERLY
 NP0679'FROM THE INTERSECTION ON MAIN STREET AND U.S. HIGHWAY 20,
 NP0679'FOR 11.7 MILES.  PASS UNDER RAILROAD TRACKS AND CONTINUE
 NP0679'ON NO. 20 FOR 2.0 MILES, LEAVE NO. 20 AND GO STRAIGHT AHEAD
 NP0679'ON TO GRADED ROAD WHERE NO. 20 TURNS RIGHT FOR 0.1 MILE
 NP0679'CROSS RAILROAD TRACKS AND GO 0.1 MILE TO MR. HARVEY ANDERSONS
 NP0679'LARGE, RED BARN, WITH HIS NAME ON.  TURN LEFT THROUGH WIRE
 NP0679'GATE AND TAKE ROAD AROUND W SIDE OF BARNS AND THENCE
 NP0679'NORTHEASTERLY UP HILLS ON MAIN TRACKS 1.6 MILES TO MR. MAMMENS
 NP0679'FARM.  PASS THROUGH BARNYARD AROUND E END OF SMALLER BARN
 NP0679'AND THENCE DUE N ALONG THE E SIDE OF FENCE FOR 0.7 MILE.
 NP0679'CROSS AN E-W FENCE WHERE IT IS DOWN 50 YARDS E OF FENCE
 NP0679'T-INTERSECTION AND TURN DUE W ALONG THE N SIDE OF FENCE AND
 NP0679'GO 0.2 MILE.  THEN RIGHT OR N, ALONG E SIDE OF FENCE TO
 NP0679'GATE 0.3 MILE.  PASS THROUGH WIRE GATE AND GO WESTERLY
 NP0679'ALONG DIVIDE FOR 1.3 MILES TO ANOTHER WIRE GATE (THIS GATE IS
 NP0679'100 FEET N OF AN IRON PIPE MARKING THE LINE BETWEEN DAWES
 NP0679'AND SHERIDAN COUNTIES).  PASS THROUGH THE GATE AND CONTINUE
 NP0679'WESTERLY ALONG TOP OF DIVIDE 0.6 MILE TO A RIDGE PROJECTING
 NP0679'TO THE N, AND A TRIANGULAR BLAZE ON A LARGE PINE TREE (THE
 NP0679'STATION BEARS 295 DEGREES MAGNETIC FROM HERE).  FOLLOW UP THE
 NP0679'RIDGE, NORTHERLY, 0.2 MILE TO END AND STATION.
 NP0679'
 NP0679'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0681 ***********************************************************************
 NP0681  DESIGNATION -  AUGUSTINE AZ MK
 NP0681  PID         -  NP0681
 NP0681  STATE/COUNTY-  NE/DAWES
 NP0681  COUNTRY     -  US
 NP0681  USGS QUAD   -  BORDEAUX (2017)
 NP0681
 NP0681                         *CURRENT SURVEY CONTROL
 NP0681  ______________________________________________________________________
 NP0681* NAD 83(1996) POSITION- 42 47 07.70621(N) 102 47 36.05973(W)   ADJUSTED
 NP0681* NAVD 88 ORTHO HEIGHT -  1258.    (meters)     4127.    (feet) SCALED
 NP0681  ______________________________________________________________________
 NP0681  GEOID HEIGHT    -        -17.925 (meters)                     GEOID18
 NP0681  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 NP0681  HORZ ORDER      -  FIRST
 NP0681
 NP0681.The horizontal coordinates were established by classical geodetic methods
 NP0681.and adjusted by the National Geodetic Survey in January 1998.
 NP0681
 NP0681.The orthometric height was scaled from a topographic map.
 NP0681
 NP0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0681.GEOID18 height accuracy estimate available here.
 NP0681
 NP0681.Click photographs - Photos may exist for this station.
 NP0681
 NP0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0681
 NP0681. The following values were computed from the NAD 83(1996) position.
 NP0681
 NP0681;                    North         East     Units Scale Factor Converg.
 NP0681;SPC NE       -   331,482.136   271,497.366   MT  0.99990869   -1 51 04.1
 NP0681;SPC NE       - 1,087,537.64    890,737.61   sFT  0.99990869   -1 51 04.1
 NP0681;UTM  13      - 4,739,353.922   680,488.392   MT  1.00000079   +1 29 57.4
 NP0681
 NP0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0681!SPC NE       -   0.99980563  x   0.99990869  =   0.99971434
 NP0681!UTM  13      -   0.99980563  x   1.00000079  =   0.99980642
 NP0681
 NP0681:                Primary Azimuth Mark                     Grid Az
 NP0681:SPC NE       -  BRICKNER                                 210 40 48.2
 NP0681:UTM  13      -  BRICKNER                                 207 19 46.7
 NP0681
 NP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8048839353(NAD 83)
 NP0681
 NP0681|---------------------------------------------------------------------|
 NP0681| PID    Reference Object                     Distance      Geod. Az  |
 NP0681|                                                           dddmmss.s |
 NP0681| CP9534 AUGUSTINE AZ MK RM 1                 28.371 METERS 00130     |
 NP0681| NP0680 T32N R47W SECS 1 2 CC                63.842 METERS 12411     |
 NP0681| CP9535 AUGUSTINE AZ MK RM 2                 44.853 METERS 14300     |
 NP0681| NP0682 T33N R47W SEC 36 SE COR              36.334 METERS 18256     |
 NP0681| NP0677 BRICKNER                            APPROX. 8.5 KM 2084944.1 |
 NP0681|---------------------------------------------------------------------|
 NP0681
 NP0681                          SUPERSEDED SURVEY CONTROL
 NP0681
 NP0681  NAD 83(1995)-  42 47 07.70622(N)    102 47 36.05974(W) AD(       ) 1
 NP0681  NAD 83(1993)-  42 47 07.70407(N)    102 47 36.06077(W) AD(       ) 1
 NP0681  NAD 83(1986)-  42 47 07.69691(N)    102 47 36.05387(W) AD(       ) 1
 NP0681  NAD 27      -  42 47 07.79300(N)    102 47 34.44300(W) AD(       ) 1
 NP0681
 NP0681.Superseded values are not recommended for survey control.
 NP0681
 NP0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0681.See file dsdata.pdf to determine how the superseded data were derived.
 NP0681
 NP0681_MARKER: DZ = AZIMUTH MARK DISK
 NP0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0681_STAMPING: AUGUSTINE 1934
 NP0681_MARK LOGO: CGS
 NP0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0681+STABILITY: SURFACE MOTION
 NP0681
 NP0681  HISTORY     - Date     Condition        Report By
 NP0681  HISTORY     - 1934     MONUMENTED       CGS
 NP0681  HISTORY     - 1968     GOOD             CGS
 NP0681
 NP0681                          STATION DESCRIPTION
 NP0681
 NP0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0681'THIS STATION IS 11-1/2 MILES ESE OF CHADRON ON TOP OF A DIVIDE
 NP0681'RUNNING E AND W, 2 FEET W OF A N-S FENCE, 119.42 FEET N OF A
 NP0681'U.S.-G.L.O. PIPE MARKING THE LINE BETWEEN DAWES AND SHERIDAN
 NP0681'COUNTIES IN THE E 1/2 OF SEC. 36, T 33 N, R 47 W, THE MARK
 NP0681'PROJECTS 4 INCHES.
 NP0681'
 NP0681'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NP0681'DISKS SET IN CONCRETE.
 NP0681'
 NP0681'REFERENCE MARK NO. 1 IS N OF STATION 1 FOOT W OF A N-S FENCE
 NP0681'LINE AND PROJECTS 6 INCHES.
 NP0681'
 NP0681'REFERENCE MARK NO. 2 IS SSE OF STATION, 1-1/2 FEET N OF A
 NP0681'SHORT JOG IN FENCE LINE, 99.77 FEET E OF A COUNTY LINE PIPE,
 NP0681'84.69 FEET W OF A SECTION CORNER PIPE, AND PROJECTS 1 INCH.
 NP0681'
 NP0681'THE SECTION CORNER PIPE IS A U.S.-G.L.O. PIPE ESTABLISHED
 NP0681'IN 1908 SE OF THE STATION IN NE FENCE CORNER, 84.69 FEET E OF
 NP0681'REFERENCE MARK NO. 2 AND PROJECTS 1 FOOT.
 NP0681'
 NP0681'THE COUNTY LINE PIPE IS A U.S.-G.L.O. PIPE S OF STATION ON
 NP0681'THE OUTSIDE OF SW FENCE CORNER AT THE W END OF A 184.0-FOOT
 NP0681'JOG IN FENCE, 99.77 FEET W OF REFERENCE MARK NO. 2 AND IS AN
 NP0681'IRON PIPE 3 INCHES ACROSS, AND PROJECTS 1 FOOT.  IT IS ON S SLOPE
 NP0681'OF SAME RIDGE AS THE STATION, 1.62 METERS BELOW STATION MARK.
 NP0681'
 NP0681'THE STATION IS REACHED FROM CHADRON BY GOING E NORTHEASTERLY
 NP0681'FROM INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 20 FOR 11.7
 NP0681'MILES.  PASS UNDER RAILROAD TRACKS AND CONTINUE ON HIGHWAY
 NP0681'20 FOR 2.0 MILES.  LEAVE HIGHWAY 20 AND GO STRAIGHT AHEAD ON
 NP0681'TO GRADED ROAD WHERE NO. 20 TURNS RIGHT FOR 0.1 MILE, CROSS
 NP0681'RAILROAD TRACKS AND GO 0.1 MILE TO MR. HARVEY ANDERSONS LARGE
 NP0681'RED BARN WITH HIS NAME THEREON.  TURN LEFT THROUGH WIRE GATE
 NP0681'AND TAKE ROAD AROUND W SIDE OF BARNS AND THENCE NORTHEASTERLY
 NP0681'UP HILLS ON MAIN TRACKS 1.6 MILES TO MR. MAMMENS FARM,
 NP0681'PASS THROUGH BARNYARD AROUND E END OF SMALLER BARN AND
 NP0681'THENCE DUE N ALONG E SIDE OF FENCE FOR 0.7 MILE.  CROSS AN
 NP0681'E-W FENCE WHERE IT IS DOWN 50 YARDS E OF A FENCE
 NP0681'T-INTERSECTION AND TURN DUE W ALONG N SIDE OF FENCE AND GO
 NP0681'0.2 MILE.  THEN RIGHT OR N ALONG E SIDE OF FENCE TO GATE
 NP0681'0.3 MILE, PASS WIRE GATE AND GO WESTERLY ALONG DIVIDE FOR
 NP0681'1.3 MILES.  THE STATION IS N OF THIS GATE ABOUT 40 FEET AND
 NP0681'2 FEET W OF FENCE.
 NP0681'
 NP0681'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0681
 NP0681                          STATION RECOVERY (1968)
 NP0681
 NP0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0681'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NP0681'AS DESCRIBED.
 NP0681'
 NP0681'OLD DESCRIPTION ADEQUATE EXCEPT FOR TO REACH STATEMENT.  CHANGED
 NP0681'AS FOLLOWS--
 NP0681'
 NP0681'THE STATION IS REACHED FROM HAY SPRINGS, AT THE JCT. OF U.S.
 NP0681'HWY. 20 AND STATE HWY. 87.  GO NW. ON HWY. 20 2.5 MI, TURN
 NP0681'RIGHT (N.) FOR 4.0 MI, TURN LEFT (W.) FOR ONE MILE.  TURN RIGHT
 NP0681'(N.) FOR 1/2 MI.  TURN LEFT (W.) FOR 0.9 MI, TURN RIGHT
 NP0681'(N.) AND FOLLOW TRAIL 0.3 MI TO GATE, GO THROUGH GATE FOLLOW
 NP0681'TRAIL (N.) 0.3 MI TO GATE, GO THROUGH GATE FOLLOW TRAIL
 NP0681'N. AND W. 0.3 MI TO GATE, GO THROUGH GATE (W.)
 NP0681'AND FOLLOW TRAIL 1.3 MI TO GATE AND STATION
 NP0681'ON THE RIGHT.
 NP0681'
 NP0681'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4147 ***********************************************************************
 AB4147  SACS        -  This is a Secondary Airport Control Station.
 AB4147  DESIGNATION -  AUH A
 AB4147  PID         -  AB4147
 AB4147  STATE/COUNTY-  NE/HAMILTON
 AB4147  COUNTRY     -  US
 AB4147  USGS QUAD   -  HAMPTON (2017)
 AB4147
 AB4147                         *CURRENT SURVEY CONTROL
 AB4147  ______________________________________________________________________
 AB4147* NAD 83(2011) POSITION- 40 53 17.44020(N) 097 59 37.27051(W)   ADJUSTED
 AB4147* NAD 83(2011) ELLIP HT-   521.561 (meters)        (06/27/12)   ADJUSTED
 AB4147* NAD 83(2011) EPOCH   -  2010.00
 AB4147* NAVD 88 ORTHO HEIGHT -   547.15  (meters)     1795.1   (feet) GPS OBS
 AB4147  ______________________________________________________________________
 AB4147  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4147  GEOID HEIGHT    -        -25.559 (meters)                     GEOID96
 AB4147  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 AB4147  NAD 83(2011) X  -   -671,557.078 (meters)                     COMP
 AB4147  NAD 83(2011) Y  - -4,782,200.547 (meters)                     COMP
 AB4147  NAD 83(2011) Z  -  4,153,384.552 (meters)                     COMP
 AB4147  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 AB4147
 AB4147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4147  Standards:
 AB4147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4147  -------------------------------------------------------------------
 AB4147  NETWORK    0.47   1.10           0.22   0.15   0.56     -0.03621869
 AB4147  -------------------------------------------------------------------
 AB4147  Click here for local accuracies and other accuracy information.
 AB4147
 AB4147.This mark is at Aurora Municipal Airport (AUH)
 AB4147
 AB4147.The horizontal coordinates were established by GPS observations
 AB4147.and adjusted by the National Geodetic Survey in June 2012.
 AB4147
 AB4147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4147.been affixed to the stable North American tectonic plate. See 
 AB4147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4147
 AB4147.The horizontal coordinates are valid at the epoch date displayed above
 AB4147.which is a decimal equivalence of Year/Month/Day.
 AB4147
 AB4147.The orthometric height was determined by GPS observations and a
 AB4147.high-resolution geoid model.
 AB4147
 AB4147.GPS derived orthometric heights for airport stations designated as
 AB4147.PACS or SACS are published to 2 decimal places.  This maintains
 AB4147.centimeter relative accuracy between the PACS and SACS.  It does
 AB4147.not indicate centimeter accuracy relative to other marks which are
 AB4147.part of the published vertical control network.
 AB4147
 AB4147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4147.GEOID18 height accuracy estimate available here.
 AB4147
 AB4147.Click photographs - Photos may exist for this station.
 AB4147
 AB4147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4147
 AB4147.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4147
 AB4147.The ellipsoidal height was determined by GPS observations
 AB4147.and is referenced to NAD 83.
 AB4147
 AB4147. The following values were computed from the NAD 83(2011) position.
 AB4147
 AB4147;                    North         East     Units Scale Factor Converg.
 AB4147;SPC NE       -   119,077.618   669,023.399   MT  0.99971629   +1 19 46.5
 AB4147;SPC NE       -   390,673.82  2,194,954.27   sFT  0.99971629   +1 19 46.5
 AB4147;UTM  14      - 4,526,831.215   584,776.032   MT  0.99968846   +0 39 31.5
 AB4147
 AB4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4147!SPC NE       -   0.99991819  x   0.99971629  =   0.99963451
 AB4147!UTM  14      -   0.99991819  x   0.99968846  =   0.99960668
 AB4147
 AB4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8477626831(NAD 83)
 AB4147
 AB4147                          SUPERSEDED SURVEY CONTROL
 AB4147
 AB4147  NAD 83(2007)-  40 53 17.44015(N)    097 59 37.27120(W) AD(2002.00) 0
 AB4147  ELLIP H (02/10/07)  521.585  (m)                       GP(2002.00)    
 AB4147  ELLIP H (12/13/01)  521.536  (m)                       GP(       ) 4 2
 AB4147  NAD 83(1995)-  40 53 17.43991(N)    097 59 37.27071(W) AD(       ) 1
 AB4147  ELLIP H (08/21/98)  521.630  (m)                       GP(       ) 4 2
 AB4147
 AB4147.Superseded values are not recommended for survey control.
 AB4147
 AB4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4147.See file dsdata.pdf to determine how the superseded data were derived.
 AB4147
 AB4147_MARKER: I = METAL ROD
 AB4147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4147_STAMPING: AUH A 1995
 AB4147_MARK LOGO: NGS
 AB4147_PROJECTION: FLUSH
 AB4147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4147+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AB4147_ROD/PIPE-DEPTH: 8.38 meters
 AB4147_SLEEVE-DEPTH  : 1 meters
 AB4147
 AB4147  HISTORY     - Date     Condition        Report By
 AB4147  HISTORY     - 1995     MONUMENTED       NGS
 AB4147  HISTORY     - 19970612 GOOD             NGS
 AB4147  HISTORY     - 20040415 GOOD             NDA
 AB4147
 AB4147                          STATION DESCRIPTION
 AB4147
 AB4147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4147'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-SOUTHEAST OF GRAND
 AB4147'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA AND AT THE AURORA MUNICIPAL
 AB4147'AIRPORT NEAR THE APPROACH END OF RUNWAY 34.  OWNERSHIP--AURORA AIRPORT
 AB4147'AUTHORITY, BOX 185, AURORA NE 68818.  AIRPORT MANAGER IS DALE TRAUDT,
 AB4147'PHONE (402) 694-3144.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB4147'US HIGHWAY 34 AND STATE HIGHWAY 14 IN AURORA, GO NORTH ON STATE
 AB4147'HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST
 AB4147'ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR
 AB4147'RIGHT AND GO SOUTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE
 AB4147'JUNCTION OF A CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY, BEAR RIGHT AND
 AB4147'GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE TAXIWAY
 AB4147'PAVEMENT END AND THE STATION JUST AHEAD AND IN LINE WITH THE
 AB4147'PROLONGATION OF THE WEST EDGE OF THE PARALLEL TAXIWAY PAVEMENT.  THE
 AB4147'STATION IS 70.7 FT (21.5 M) WEST-NORTHWEST OF THE SOUTH END OF A
 AB4147'CULVERT, 24.6 FT (7.5 M) SOUTHWEST OF A TAXIWAY LIGHT, 23.9 FT (7.3 M)
 AB4147'SOUTH OF THE SOUTHWEST CORNER OF THE TAXIWAY PAVEMENT, 16.8 FT (5.1 M)
 AB4147'SOUTHEAST OF A TAXIWAY LIGHT WITH A CONCRETE BASE AND 15.3 FT (4.7 M)
 AB4147'WEST OF THE EXTENDED CENTER OF THE PARALLEL TAXIWAY.  THIS STATION TO
 AB4147'BE USED AS SACS.
 AB4147
 AB4147                          STATION RECOVERY (1997)
 AB4147
 AB4147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4147'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST SOUTHEAST OF GRAND
 AB4147'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA AND AT THE AURORA MUNICIPAL
 AB4147'AIRPORT NEAR THE APPROACH END OF RUNWAY 34.  OWNERSHIP--AURORA AIRPORT
 AB4147'AUTHORITY, BOX 185, AURORA, NE 68818.  AIRPORT MANAGER IS DALE TRAUDT,
 AB4147'PHONE (402) 694-3144.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB4147'US HIGHWAY 34 AND STATE HIGHWAY 14 IN AURORA, GO NORTH ON STATE
 AB4147'HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST
 AB4147'ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR
 AB4147'RIGHT AND GO SOUTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE
 AB4147'JUNCTION OF A CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY, BEAR RIGHT AND
 AB4147'GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE TAXIWAY
 AB4147'PAVEMENT END AND THE STATION JUST AHEAD AND INLINE WITH THE
 AB4147'PROLONGATION OF THE WEST EDGE OF THE PARALLEL TAXIWAY PAVEMENT.  THE
 AB4147'STATION IS 70.7 FT (21.5 M) WEST NORTWEST OF THE SOUTH END OF A
 AB4147'CULVERT, 24.6 FT (7.5 M) SOUTHWEST OF A TAXIWAY LIGHT, 23.9 FT (7.3 M)
 AB4147'SOUTH OF THE SOUTHWEST CORNER OF THE TAXIWAY PAVEMENT, 16.8 FT (5.1 M)
 AB4147'SOUTHEAST OF A TAXIWAY LIGHT WITH A CONCRETE BASE AND 15.3 FT (4.7 M)
 AB4147'WEST OF THE EXTENDED CENTER OF THE PARALLEL TAXIWAY. THIS IS A
 AB4147'SECONDARY AIRPORT CONTROL STATION.
 AB4147
 AB4147                          STATION RECOVERY (2004)
 AB4147
 AB4147'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 AB4147'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1093 ***********************************************************************
 LH1093  DESIGNATION -  AURORA
 LH1093  PID         -  LH1093
 LH1093  STATE/COUNTY-  NE/HAMILTON
 LH1093  COUNTRY     -  US
 LH1093  USGS QUAD   -  AURORA WEST (2017)
 LH1093
 LH1093                         *CURRENT SURVEY CONTROL
 LH1093  ______________________________________________________________________
 LH1093* NAD 83(1995) POSITION- 40 52 21.25488(N) 098 04 25.41614(W)   ADJUSTED
 LH1093* NAVD 88 ORTHO HEIGHT -   558.5   (meters)     1832.    (feet) VERTCON
 LH1093  ______________________________________________________________________
 LH1093  GEOID HEIGHT    -        -25.468 (meters)                     GEOID18
 LH1093  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 LH1093  HORZ ORDER      -  THIRD
 LH1093
 LH1093.The horizontal coordinates were established by classical geodetic methods
 LH1093.and adjusted by the National Geodetic Survey in August 1997.
 LH1093
 LH1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1093
 LH1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1093.GEOID18 height accuracy estimate available here.
 LH1093
 LH1093.Click photographs - Photos may exist for this station.
 LH1093
 LH1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1093
 LH1093. The following values were computed from the NAD 83(1995) position.
 LH1093
 LH1093;                    North         East     Units Scale Factor Converg.
 LH1093;SPC NE       -   117,191.996   662,320.071   MT  0.99971924   +1 16 35.5
 LH1093;SPC NE       -   384,487.41  2,172,961.77   sFT  0.99971924   +1 16 35.5
 LH1093;UTM  14      - 4,525,024.242   578,051.338   MT  0.99967498   +0 36 22.2
 LH1093
 LH1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1093!SPC NE       -   0.99991639  x   0.99971924  =   0.99963566
 LH1093!UTM  14      -   0.99991639  x   0.99967498  =   0.99959140
 LH1093
 LH1093:                Primary Azimuth Mark                     Grid Az
 LH1093:SPC NE       -  HAMILTON RESET                           054 35 52.5
 LH1093:UTM  14      -  HAMILTON RESET                           055 16 05.8
 LH1093
 LH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7805125024(NAD 83)
 LH1093
 LH1093|---------------------------------------------------------------------|
 LH1093| PID    Reference Object                     Distance      Geod. Az  |
 LH1093|                                                           dddmmss.s |
 LH1093| LG0961 HAMILTON RESET                      APPROX.11.5 KM 0555228.0 |
 LH1093| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX. 6.1 KM 0945214.5 |
 LH1093| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX. 6.1 KM 0971741.8 |
 LH1093| LH1521 AURORA 2                             43.265 METERS 18557     |
 LH1093| LH0137 C 338                                24.064 METERS 20253     |
 LH1093| LH1099 PHILLIPS MUNICIPAL TANK             APPROX.12.2 KM 2822151.6 |
 LH1093| LH1564 AURORA RM 1                          22.384 METERS 33329     |
 LH1093| CN7762 AURORA AZ MK                                       3565621.5 |
 LH1093|---------------------------------------------------------------------|
 LH1093
 LH1093                          SUPERSEDED SURVEY CONTROL
 LH1093
 LH1093  NAD 83(1986)-  40 52 21.26280(N)    098 04 25.41816(W) AD(       ) 3
 LH1093  NAD 27      -  40 52 21.20600(N)    098 04 24.20900(W) AD(       ) 3
 LH1093
 LH1093.Superseded values are not recommended for survey control.
 LH1093
 LH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1093.See file dsdata.pdf to determine how the superseded data were derived.
 LH1093
 LH1093_MARKER: DS = TRIANGULATION STATION DISK
 LH1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1093_STAMPING: AURORA 1950
 LH1093_MARK LOGO: CGS
 LH1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1093+STABILITY: SURFACE MOTION
 LH1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1093+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1984
 LH1093
 LH1093  HISTORY     - Date     Condition        Report By
 LH1093  HISTORY     - 1950     MONUMENTED       CGS
 LH1093  HISTORY     - 1950     GOOD             CGS
 LH1093  HISTORY     - 1960     GOOD             USGS
 LH1093  HISTORY     - 1961     GOOD             CGS
 LH1093  HISTORY     - 1963     GOOD             CGS
 LH1093  HISTORY     - 19840821 SEE DESCRIPTION  NGS
 LH1093
 LH1093                          STATION DESCRIPTION
 LH1093
 LH1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1093'STATION IS LOCATED ABOUT 4 MILES WEST OF AURORA IN A SMALL
 LH1093'TRIANGLE FORMED U.S. HIGHWAY 34, THE BURLINGTON RAILROAD AND A
 LH1093'GRAVEL ROAD.  STATION IS 71 FEET SOUTHWEST OF THE APPROXIMATE
 LH1093'CENTERLINE OF GRAVEL ROAD AT CURVE, 65 FEET NORTH OF NORTH RAIL OF
 LH1093'RAILROAD TRACK AND 16 FEET NORTH OF FENCE.  THE MARK PROJECTS
 LH1093'ABOUT 2 INCHES AND THE DISK IS STAMPED AURORA 1950.
 LH1093'
 LH1093'REFERENCE MARK NO. 1 IS 54 FEET WEST OF THE APPROXIMATE CENTERLINE
 LH1093'OF GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LH1093'DISK IS STAMPED AURORA NO 1 1950.
 LH1093'
 LH1093'BENCH MARK C 338 WAS USED AS REFERENCE MARK NO. 2.  MARK IS SET
 LH1093'FLUSH IN THE SIDE OF A CONCRETE ABUTMENT OF OVERPASS, 7 FEET
 LH1093'SOUTH OF SOUTH RAIL OF RAILROAD TRACK AND ABOUT 4.5 FEET
 LH1093'FROM THE GROUND.  THE DISK IS STAMPED C 338 1950.  A TRAVERSE
 LH1093'CONNECTION WAS MADE TO THIS MARK.
 LH1093'
 LH1093'AZIMUTH MARK IS 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LH1093'GRAVEL ROAD, 10 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 LH1093'DRIVEWAY INTO FIELD AND 4 FEET SOUTHWEST OF LARGE TREE.
 LH1093'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED AURORA
 LH1093'1950.
 LH1093'
 LH1093'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE
 LH1093'IN AURORA GO NORTH FOR 0.2 MILE TO U.S. HIGHWAY 34.  TURN LEFT AND
 LH1093'GO WEST FOR 3.5 MILES TO SIDE ROAD RIGHT JUST BEFORE REACHING
 LH1093'OVERPASS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD ALONG NORTH
 LH1093'SIDE OF HIGHWAY FOR 0.2 MILE TO CURVE AND STATION ON LEFT AS
 LH1093'DESCRIBED.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.15 MILE TO
 LH1093'AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LH1093'
 LH1093'AN 87 FOOT SIGNAL AT STATION PHILLIPS IS V.G.
 LH1093'
 LH1093'A 100 FOOT SIGNAL AT STATION HAMILTON IS V.G.
 LH1093'
 LH1093'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LH1093
 LH1093                          STATION RECOVERY (1950)
 LH1093
 LH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1093'RECOVERED IN GOOD CONDITION.
 LH1093
 LH1093                          STATION RECOVERY (1960)
 LH1093
 LH1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH1093'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LH1093'STATION CAP IS DAMAGED.  THE AZIMUTH MARK WAS NOT FOUND AFTER
 LH1093'A THOROUGH SEARCH.
 LH1093
 LH1093                          STATION RECOVERY (1961)
 LH1093
 LH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LH1093'STATION WAS RECOVERED AS DESCRIBED BUT SURFACE DISK WAS DESTROYED.
 LH1093'ALL OTHER MARKS FOUND IN GOOD CONDITION.
 LH1093
 LH1093                          STATION RECOVERY (1963)
 LH1093
 LH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LH1093'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1093'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 LH1093'BEEN DESTROYED AND THE STATION MARK WHICH HAD ONE CORNER OF
 LH1093'THE CONCRETE BLOCK KNOCKED OFF.  THE AZIMUTH MARK DISK WAS
 LH1093'RECOVERED AND BROKEN OUT OF THE CONCRETE BLOCK WHICH WAS FOUND
 LH1093'LYING IN A ROAD DITCH.  THE CONCRETE BLOCK FOR THE STATION
 LH1093'MARK WAS REPAIRED AND APPEARED TO BE IN ITS ORIGINAL POSITION.
 LH1093'MEASUREMENTS TO THE REFERENCE MARKS CHECKED.  STATION IS 22 FEET
 LH1093'EAST OF THE CENTERLINE OF NORTH-SOUTH GRAVEL ROAD
 LH1093'EXTENDED SOUTH, ON THE CENTERLINE OF AN EAST-WEST GRAVEL
 LH1093'ROAD EXTENDED WEST, 21.5 FEET WEST-SOUTHWEST OF A GAS PIPELINE
 LH1093'SIGNPOST, AND 1 FOOT NORTH OF A STEEL WITNESS POST WITH SIGN.
 LH1093'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LH1093'STAMPED AURORA 1950.
 LH1093
 LH1093                          STATION RECOVERY (1984)
 LH1093
 LH1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH1093'THE SURFACE STATION MARK AND BENCH MARK C 338 WERE RECOVERED IN GOOD
 LH1093'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  IT HAS
 LH1093'PROBABLY BEEN GRADED OUT DURING DITCHING OPERATIONS.  THE AZIMUTH
 LH1093'MARK HAD BEEN DESTROYED PRIOR TO 1963.  THE DIRECTION TO BENCH MARK C
 LH1093'338 AGREED WITH 1950 DATA.  DUE TO THE FACT THE BENCH MARK IS SET
 LH1093'VERTICALLY IN A BRIDGE PILLAR, THE 1950 TRAVERSE COULD NOT BE
 LH1093'CHECKED BY ONE PERSON AND WAS NOT VERIFIED THIS DATE.
 LH1093'A SANITARY SEWER WILL PASS THROUGH THE STATION SITE, RESULTING IN ITS
 LH1093'DESTRUCTION, THEREFORE, STATION--AURORA 2--, REFERENCE MARKS 3, 4 AND
 LH1093'AN AZIMUTH MARK FOR THE NEW STATION HAVE BEEN ESTABLISHED, JUST SOUTH
 LH1093'FROM THE OVERPASS BRIDGE OF U.S. HIGHWAY 34 WHICH CROSSES OVER 2
 LH1093'TRACKS OF THE BURLINGTON NORTHERN RAILROAD.  SINCE NO DISTANT OBJECTS
 LH1093'WERE GROUND VISIBLE, A POLARIS OBSERVATION WAS TAKEN FROM
 LH1093'STATION--AURORA--TO THE NEW AZIMUTH MARK.
 LH1093'BENCH MARK C 338 IS NOT DIRECTLY VISIBLE TO THE NEW STATION, HOWEVER,
 LH1093'A LEVEL TIE WAS MADE TO THE NEW SURFACE STATION MARK.
 LH1093'FOR FURTHER DETAILS, SEE THE DESCRIPTIONS TO THE NEW STATION AND THE
 LH1093'PERIPHERAL MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1529 ***********************************************************************
 LH1529  DESIGNATION -  AURORA 2 AZ MK
 LH1529  PID         -  LH1529
 LH1529  STATE/COUNTY-  NE/HAMILTON
 LH1529  COUNTRY     -  US
 LH1529  USGS QUAD   -  AURORA WEST (2017)
 LH1529
 LH1529                         *CURRENT SURVEY CONTROL
 LH1529  ______________________________________________________________________
 LH1529* NAD 83(1995) POSITION- 40 51 53.80020(N) 098 04 25.06747(W)   ADJUSTED
 LH1529* NAVD 88 ORTHO HEIGHT -   557.    (meters)     1827.    (feet) SCALED
 LH1529  ______________________________________________________________________
 LH1529  GEOID HEIGHT    -        -25.478 (meters)                     GEOID18
 LH1529  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 LH1529  HORZ ORDER      -  THIRD
 LH1529
 LH1529.The horizontal coordinates were established by classical geodetic methods
 LH1529.and adjusted by the National Geodetic Survey in August 1997.
 LH1529
 LH1529.The orthometric height was scaled from a topographic map.
 LH1529
 LH1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1529.GEOID18 height accuracy estimate available here.
 LH1529
 LH1529.Click photographs - Photos may exist for this station.
 LH1529
 LH1529.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1529
 LH1529. The following values were computed from the NAD 83(1995) position.
 LH1529
 LH1529;                    North         East     Units Scale Factor Converg.
 LH1529;SPC NE       -   116,345.714   662,347.094   MT  0.99972070   +1 16 35.8
 LH1529;SPC NE       -   381,710.90  2,173,050.42   sFT  0.99972070   +1 16 35.8
 LH1529;UTM  14      - 4,524,177.740   578,068.456   MT  0.99967501   +0 36 22.1
 LH1529
 LH1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1529!SPC NE       -   0.99991670  x   0.99972070  =   0.99963742
 LH1529!UTM  14      -   0.99991670  x   0.99967501  =   0.99959173
 LH1529
 LH1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7806824177(NAD 83)
 LH1529
 LH1529                          SUPERSEDED SURVEY CONTROL
 LH1529
 LH1529  NAD 83(1986)-  40 51 53.80799(N)    098 04 25.07074(W) AD(       ) 3
 LH1529
 LH1529.Superseded values are not recommended for survey control.
 LH1529
 LH1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1529.See file dsdata.pdf to determine how the superseded data were derived.
 LH1529
 LH1529_MARKER: DZ = AZIMUTH MARK DISK
 LH1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1529_STAMPING: AURORA 2 1984
 LH1529_MARK LOGO: NGS
 LH1529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1529+STABILITY: SURFACE MOTION
 LH1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1529+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1996
 LH1529
 LH1529  HISTORY     - Date     Condition        Report By
 LH1529  HISTORY     - 1984     MONUMENTED       NGS
 LH1529  HISTORY     - 19960923 GOOD             NGS
 LH1529
 LH1529                          STATION DESCRIPTION
 LH1529
 LH1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1529'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST FROM AURORA, 0.8 KM
 LH1529'(0.5 MI) SOUTH FROM THE U.S. HIGHWAY 34 OVERPASS BRIDGE OVER THE
 LH1529'BURLINGTON NORTHERN RAILROAD TRACKS AND ON THE EAST RIGHT-OF-WAY OF A
 LH1529'GRADED COUNTY ROAD.
 LH1529'TO REACH FROM THE NORTHWEST CORNER OF THE HAMILTON COUNTY COURTHOUSE
 LH1529'SQUARE, IN AURORA, GO NORTH ON 12TH STREET FOR 0.48 KM (0.30 MI) TO
 LH1529'U.S. HIGHWAY 34.  TURN LEFT AND GO WEST ON THE HIGHWAY FOR 6.76 KM
 LH1529'(4.20 MI) TO A SIDE ROAD ON THE LEFT, AT THE WEST END OF THE OVERPASS
 LH1529'BRIDGE FOR THE BURLINGTON NORTHERN RAILROAD.  TURN SHARP LEFT, MAKING
 LH1529'A U-TURN, AND GO EAST ON A GRADED ROAD FOR 0.24 KM (0.15 MI) TO A
 LH1529'CURVE SOUTH.  CONTINUE SOUTH FOR 0.80 KM (0.50 MI) TO THE STATION ON
 LH1529'THE LEFT, AT A FENCE CORNER AND A FIELD ENTRANCE.
 LH1529'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1529'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 LH1529'MARK IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS
 LH1529'ARE 9.75 M (31.99 FT) EAST FROM THE CENTERLINE OF THE ROAD, 8.54 M
 LH1529'(28.02 FT) SOUTH FROM THE FENCE CORNER, 4.0 M (13.1 FT) SOUTH FROM
 LH1529'THE CENTERLINE OF THE FIELD ENTRANCE AND 0.91 M (2.99 FT) NORTH FROM
 LH1529'A WITNESS POST.
 LH1529
 LH1529                          STATION RECOVERY (1996)
 LH1529
 LH1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LH1529'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION BEING ADEQUATE.
 LH1529'STATION AURORA 2 IS NOW UNDER A 25 FOOT (7.6 M) DEEP FILL AND IS
 LH1529'LONGER USEABLE WITH THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1090 ***********************************************************************
 LH1090  DESIGNATION -  AURORA HAMILTON CTHSE SPIRE
 LH1090  PID         -  LH1090
 LH1090  STATE/COUNTY-  NE/HAMILTON
 LH1090  COUNTRY     -  US
 LH1090  USGS QUAD   -  AURORA WEST (2017)
 LH1090
 LH1090                         *CURRENT SURVEY CONTROL
 LH1090  ______________________________________________________________________
 LH1090* NAD 83(1995) POSITION- 40 52 04.50668(N) 098 00 07.75162(W)   ADJUSTED
 LH1090  ______________________________________________________________________
 LH1090  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 LH1090  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 LH1090  HORZ ORDER      -  THIRD
 LH1090
 LH1090.The horizontal coordinates were established by classical geodetic methods
 LH1090.and adjusted by the National Geodetic Survey in August 1997.
 LH1090
 LH1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1090.GEOID18 height accuracy estimate available here.
 LH1090
 LH1090.Click photographs - Photos may exist for this station.
 LH1090
 LH1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1090
 LH1090. The following values were computed from the NAD 83(1995) position.
 LH1090
 LH1090;                    North         East     Units Scale Factor Converg.
 LH1090;SPC NE       -   116,812.507   668,362.188   MT  0.99972013   +1 19 26.3
 LH1090;SPC NE       -   383,242.37  2,192,784.95   sFT  0.99972013   +1 19 26.3
 LH1090;UTM  14      - 4,524,574.070   584,088.365   MT  0.99968703   +0 39 10.6
 LH1090
 LH1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8408824574(NAD 83)
 LH1090
 LH1090                          SUPERSEDED SURVEY CONTROL
 LH1090
 LH1090  NAD 83(1986)-  40 52 04.51414(N)    098 00 07.75232(W) AD(       ) 3
 LH1090  NAD 27      -  40 52 04.45800(N)    098 00 06.54500(W) AD(       ) 3
 LH1090
 LH1090.Superseded values are not recommended for survey control.
 LH1090
 LH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1090.See file dsdata.pdf to determine how the superseded data were derived.
 LH1090
 LH1090_MARKER: 89 = SPIRE
 LH1090
 LH1090  HISTORY     - Date     Condition        Report By
 LH1090  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1090  HISTORY     - 20020811 GOOD             USPSQD
 LH1090  HISTORY     - 20030814 GOOD             USPSQD
 LH1090
 LH1090                          STATION DESCRIPTION
 LH1090
 LH1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1090'STATION IS LOCATED IN THE TOWN OF AURORA IN THE CENTER OF THE
 LH1090'TOWN SQUARE.  THE BUILDING IS A BRICK AND COLORADO LIME STONE
 LH1090'STRUCTURE.  THE SPIRE IS APPROXIMATELY 115 FEET HIGH WITH
 LH1090'A SPEAR SHAPED METAL POINT ON TOP.
 LH1090'
 LH1090'THE POINT INTERSECTED WAS THE SPEAR SHAPED METAL POINT ON TOP
 LH1090'OF THE SPIRE.
 LH1090
 LH1090                          STATION RECOVERY (2002)
 LH1090
 LH1090'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1090'COURTHOUSE IS EAST OF 12TH ST. AND WEST OF 13TH ST. SOUTH OF 'M' ST.
 LH1090'AND NORTH OF 'L' ST.
 LH1090
 LH1090                          STATION RECOVERY (2003)
 LH1090
 LH1090'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1091 ***********************************************************************
 LH1091  DESIGNATION -  AURORA MUNICIPAL STANDPIPE
 LH1091  PID         -  LH1091
 LH1091  STATE/COUNTY-  NE/HAMILTON
 LH1091  COUNTRY     -  US
 LH1091  USGS QUAD   -  AURORA WEST (2017)
 LH1091
 LH1091                         *CURRENT SURVEY CONTROL
 LH1091  ______________________________________________________________________
 LH1091* NAD 83(1995) POSITION- 40 51 55.96226(N) 098 00 05.99203(W)   ADJUSTED
 LH1091  ______________________________________________________________________
 LH1091  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 LH1091  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 LH1091  HORZ ORDER      -  THIRD
 LH1091
 LH1091.The horizontal coordinates were established by classical geodetic methods
 LH1091.and adjusted by the National Geodetic Survey in August 1997.
 LH1091
 LH1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1091.GEOID18 height accuracy estimate available here.
 LH1091
 LH1091.Click photographs - Photos may exist for this station.
 LH1091
 LH1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1091
 LH1091. The following values were computed from the NAD 83(1995) position.
 LH1091
 LH1091;                    North         East     Units Scale Factor Converg.
 LH1091;SPC NE       -   116,550.028   668,409.461   MT  0.99972059   +1 19 27.4
 LH1091;SPC NE       -   382,381.22  2,192,940.04   sFT  0.99972059   +1 19 27.4
 LH1091;UTM  14      - 4,524,311.064   584,132.558   MT  0.99968712   +0 39 11.6
 LH1091
 LH1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8413224311(NAD 83)
 LH1091
 LH1091                          SUPERSEDED SURVEY CONTROL
 LH1091
 LH1091  NAD 83(1986)-  40 51 55.96971(N)    098 00 05.99276(W) AD(       ) 3
 LH1091  NAD 27      -  40 51 55.91300(N)    098 00 04.78600(W) AD(       ) 3
 LH1091
 LH1091.Superseded values are not recommended for survey control.
 LH1091
 LH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1091.See file dsdata.pdf to determine how the superseded data were derived.
 LH1091
 LH1091_MARKER: 52 = STANDPIPE TANK
 LH1091
 LH1091  HISTORY     - Date     Condition        Report By
 LH1091  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1091  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LH1091
 LH1091                          STATION DESCRIPTION
 LH1091
 LH1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1091'STATION IS LOCATED IN THE TOWN OF AURORA.  TO REACH STATION
 LH1091'FROM SW CORNER OF THE TOWN SQUARE, GO SOUTH FOR 0.15 MILE,
 LH1091'TURN LEFT (EAST) AND GO FOR 0.05 MILE TO STATION ON THE
 LH1091'LEFT (NORTH) SIDE OF STREET.  THE STATION IS ON THE EASTSIDE
 LH1091'OF BRICK BUILDING AURORA ELECTRIC CO.  STATION IS A STEEL PIPE,
 LH1091'10 FEET IN DIAMETER AND 105 FEET HIGH, MOUNTED ON A BLACK
 LH1091'CONCRETE BASE.  PAINTED SILVER AND HAS NO NAME STENCILED ON THE
 LH1091'SIDE.  POINT INTERSECTED WAS THE CENTER OF THE PIPE.
 LH1091
 LH1091                          STATION RECOVERY (2003)
 LH1091
 LH1091'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1091'STATION NOT FOUND. SITE LOCATED. STREET IN 1950 DESCRIPTION 0.15 MILE
 LH1091'SOUTH OF SW CORNER OF THE TOWN SQUARE IS 'J' ST. AURORA ELECTRIC CO.
 LH1091'BUILDING IS ON 'J' ST. STANDPIPE NO LONGER EXISTS AT THE SITE. NEW
 LH1091'CITY HALL BUILDING HAS BEEN BUILT ON THE SITE. PICTURES TAKEN VERIFY
 LH1091'THE STANDPIPE HAS BEEN DESTROYED. THIS STATION SHOULD BE DECLARED
 LH1091'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0964 ***********************************************************************
 LG0964  DESIGNATION -  AVOCA
 LG0964  PID         -  LG0964
 LG0964  STATE/COUNTY-  NE/CASS
 LG0964  COUNTRY     -  US
 LG0964  USGS QUAD   -  AVOCA (2017)
 LG0964
 LG0964                         *CURRENT SURVEY CONTROL
 LG0964  ______________________________________________________________________
 LG0964* NAD 83(1995) POSITION- 40 48 27.56600(N) 096 01 59.82971(W)   ADJUSTED
 LG0964* NAVD 88 ORTHO HEIGHT -   362.846 (meters)     1190.44  (feet) ADJUSTED
 LG0964  ______________________________________________________________________
 LG0964  GEOID HEIGHT    -        -27.535 (meters)                     GEOID18
 LG0964  LAPLACE CORR    -        -11.95  (seconds)                    DEFLEC18
 LG0964  DYNAMIC HEIGHT  -        362.681 (meters)     1189.90  (feet) COMP
 LG0964  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 LG0964
 LG0964  HORZ ORDER      -  SECOND
 LG0964  VERT ORDER      -  SECOND    CLASS 0
 LG0964
 LG0964.The horizontal coordinates were established by classical geodetic methods
 LG0964.and adjusted by the National Geodetic Survey in August 1997.
 LG0964
 LG0964.The orthometric height was determined by differential leveling and
 LG0964.adjusted by the NATIONAL GEODETIC SURVEY
 LG0964.in June 1991.
 LG0964
 LG0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0964.GEOID18 height accuracy estimate available here.
 LG0964
 LG0964.Click photographs - Photos may exist for this station.
 LG0964
 LG0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0964
 LG0964.The dynamic height is computed by dividing the NAVD 88
 LG0964.geopotential number by the normal gravity value computed on the
 LG0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0964.degrees latitude (g = 980.6199 gals.).
 LG0964
 LG0964.The modeled gravity was interpolated from observed gravity values.
 LG0964
 LG0964. The following values were computed from the NAD 83(1995) position.
 LG0964
 LG0964;                    North         East     Units Scale Factor Converg.
 LG0964;SPC NE       -   115,851.776   834,501.532   MT  0.99973228   +2 37 43.4
 LG0964;SPC NE       -   380,090.37  2,737,860.44   sFT  0.99973228   +2 37 43.4
 LG0964;UTM  14      - 4,521,641.579   750,245.609   MT  1.00037085   +1 56 23.3
 LG0964;UTM  15      - 4,521,833.933   244,138.199   MT  1.00040585   -1 59 00.2
 LG0964
 LG0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0964!SPC NE       -   0.99994740  x   0.99973228  =   0.99967970
 LG0964!UTM  14      -   0.99994740  x   1.00037085  =   1.00031824
 LG0964!UTM  15      -   0.99994740  x   1.00040585  =   1.00035323
 LG0964
 LG0964:                Primary Azimuth Mark                     Grid Az
 LG0964:SPC NE       -  OTOE                                     226 03 51.4
 LG0964:UTM  14      -  OTOE                                     226 45 11.5
 LG0964:UTM  15      -  OTOE                                     230 40 35.0
 LG0964
 LG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5024521641(NAD 83)
 LG0964
 LG0964|---------------------------------------------------------------------|
 LG0964| PID    Reference Object                     Distance      Geod. Az  |
 LG0964|                                                           dddmmss.s |
 LG0964| LG0084 AVOCA RM 1                           23.230 METERS 08552     |
 LG0964| LF1427 UNION MUNICIPAL TANK                APPROX. 9.4 KM 0873515.0 |
 LG0964| LG0963 OTOE                                APPROX. 7.8 KM 2284134.8 |
 LG0964| LG0082 AVOCA RM 2                           22.123 METERS 26520     |
 LG0964| LG0081 AVOCA AZ MK                         APPROX. 1.0 KM 3070531.6 |
 LG0964|---------------------------------------------------------------------|
 LG0964
 LG0964                          SUPERSEDED SURVEY CONTROL
 LG0964
 LG0964  NAD 83(1986)-  40 48 27.57535(N)    096 01 59.82612(W) AD(       ) 2
 LG0964  NGVD 29 (??/??/92)  362.746  (m)         1190.11   (f) ADJ UNCH    2 0
 LG0964
 LG0964.Superseded values are not recommended for survey control.
 LG0964
 LG0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0964.See file dsdata.pdf to determine how the superseded data were derived.
 LG0964
 LG0964_MARKER: DS = TRIANGULATION STATION DISK
 LG0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0964_STAMPING: AVOCA 1961
 LG0964_MARK LOGO: CGS
 LG0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0964+STABILITY: SURFACE MOTION
 LG0964
 LG0964  HISTORY     - Date     Condition        Report By
 LG0964  HISTORY     - 1961     MONUMENTED       CGS
 LG0964  HISTORY     - 1961     GOOD             CGS
 LG0964
 LG0964                          STATION DESCRIPTION
 LG0964
 LG0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0964'4 MI SW FROM NEHAWKA.
 LG0964'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0964'RAILROAD STATION AT NEHAWKA, THENCE 2.4 MILES WEST ALONG U.S.
 LG0964'HIGHWAY 34 TO THE MISSILE ROAD, THENCE 0.45 MILE SOUTH ALONG
 LG0964'THE MISSILE ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF
 LG0964'THE MISSILE SITE, 76.1 FEET WEST OF R.M. 1, 72.6 FEET EAST OF
 LG0964'R.M. 2, 39.2 FEET EAST OF THE CORPS OF ENGINEERS BENCH MARK,
 LG0964'10.0 FEET NORTH OF THE RIGHT OF WAY FENCE, SET IN THE TOP OF A
 LG0964'SQUARE CONCRETE POST PROJECTING 4 INCHES, 1.8 FEET SOUTH OF A
 LG0964'METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0081 ***********************************************************************
 LG0081  DESIGNATION -  AVOCA AZ MK
 LG0081  PID         -  LG0081
 LG0081  STATE/COUNTY-  NE/CASS
 LG0081  COUNTRY     -  US
 LG0081  USGS QUAD   -  AVOCA (2017)
 LG0081
 LG0081                         *CURRENT SURVEY CONTROL
 LG0081  ______________________________________________________________________
 LG0081* NAD 83(1995) POSITION- 40 48 47.83051(N) 096 02 35.10920(W)   ADJUSTED
 LG0081* NAVD 88 ORTHO HEIGHT -   371.567 (meters)     1219.05  (feet) ADJUSTED
 LG0081  ______________________________________________________________________
 LG0081  GEOID HEIGHT    -        -27.443 (meters)                     GEOID18
 LG0081  LAPLACE CORR    -        -11.83  (seconds)                    DEFLEC18
 LG0081  DYNAMIC HEIGHT  -        371.400 (meters)     1218.50  (feet) COMP
 LG0081  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 LG0081
 LG0081  HORZ ORDER      -  THIRD
 LG0081  VERT ORDER      -  SECOND    CLASS 0
 LG0081
 LG0081.The horizontal coordinates were established by classical geodetic methods
 LG0081.and adjusted by the National Geodetic Survey in August 1997.
 LG0081
 LG0081.The orthometric height was determined by differential leveling and
 LG0081.adjusted by the NATIONAL GEODETIC SURVEY
 LG0081.in June 1991.
 LG0081
 LG0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0081.GEOID18 height accuracy estimate available here.
 LG0081
 LG0081.Click photographs - Photos may exist for this station.
 LG0081
 LG0081.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0081
 LG0081.The dynamic height is computed by dividing the NAVD 88
 LG0081.geopotential number by the normal gravity value computed on the
 LG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0081.degrees latitude (g = 980.6199 gals.).
 LG0081
 LG0081.The modeled gravity was interpolated from observed gravity values.
 LG0081
 LG0081. The following values were computed from the NAD 83(1995) position.
 LG0081
 LG0081;                    North         East     Units Scale Factor Converg.
 LG0081;SPC NE       -   116,438.191   833,647.125   MT  0.99973110   +2 37 20.0
 LG0081;SPC NE       -   382,014.30  2,735,057.28   sFT  0.99973110   +2 37 20.0
 LG0081;UTM  14      - 4,522,238.602   749,397.773   MT  1.00036564   +1 56 01.0
 LG0081;UTM  15      - 4,522,487.595   243,333.169   MT  1.00041093   -1 59 24.1
 LG0081
 LG0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0081!SPC NE       -   0.99994602  x   0.99973110  =   0.99967714
 LG0081!UTM  14      -   0.99994602  x   1.00036564  =   1.00031164
 LG0081!UTM  15      -   0.99994602  x   1.00041093  =   1.00035693
 LG0081
 LG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4939722238(NAD 83)
 LG0081
 LG0081                          SUPERSEDED SURVEY CONTROL
 LG0081
 LG0081  NAD 83(1986)-  40 48 47.84007(N)    096 02 35.10571(W) AD(       ) 3
 LG0081  NAD 27      -  40 48 47.83760(N)    096 02 34.07256(W) AD(       ) 3
 LG0081  NGVD 29 (??/??/92)  371.469  (m)         1218.73   (f) ADJ UNCH    2 0
 LG0081  NGVD 29             371.47   (m)         1218.7    (f) LEVELING    3  
 LG0081
 LG0081.Superseded values are not recommended for survey control.
 LG0081
 LG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0081.See file dsdata.pdf to determine how the superseded data were derived.
 LG0081
 LG0081_MARKER: DZ = AZIMUTH MARK DISK
 LG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0081_STAMPING: AVOCA 1961
 LG0081_MARK LOGO: CGS
 LG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0081+STABILITY: SURFACE MOTION
 LG0081
 LG0081  HISTORY     - Date     Condition        Report By
 LG0081  HISTORY     - 1961     MONUMENTED       CGS
 LG0081  HISTORY     - 1961     GOOD             CGS
 LG0081
 LG0081                          STATION DESCRIPTION
 LG0081
 LG0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0081'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES NE OF SYRACUSE,
 LG0081'7-1/2 MILES SE OF WEEPING WATER, 4-3/4 MILES ENE OF AVOCA, AND
 LG0081'2-1/2 MILES SW OF NEHAWKA.
 LG0081'
 LG0081'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AVOCA 1961, CEMENTED
 LG0081'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 LG0081'INCHES ABOVE GROUND.  IT IS 59.7 FEET N OF THE CENTERLINE OF THE
 LG0081'HIGHWAY AND ABOUT 6 FEET ABOVE THE HIGHWAY, 2.6 FEET S OF THE
 LG0081'N RIGHT-OF-WAY FENCE, AND 0.8 FOOT SE OF A METAL WITNESS POST.
 LG0081'
 LG0081'TO REACH FROM THE POST OFFICE IN NEHAWKA, GO W ABOUT 100 FEET TO A
 LG0081'JUNCTION WITH STATE SPUR 534, TURN LEFT AND GO S ON STATE SPUR
 LG0081'534 1.1 MILES TO THE JUNCTION WITH U.S. HWY 34.  TURN RIGHT AND
 LG0081'GO W ON U.S. HWY 34 2.5 MILES TO A SIDE ROAD ON THE LEFT.
 LG0081'CONTINUE W ON THE HIGHWAY 0.4 MILE TO THE MARK ON THE RIGHT
 LG0081'ON TOP OF THE BANK IN A LOW HIGHWAY CUT.
 LG0081
 LG0081                          STATION RECOVERY (1961)
 LG0081
 LG0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0081'4 MI SW FROM NEHAWKA.
 LG0081'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0081'RAILRAOD AT NEHAWKA, THENCE 2.8 MILES WEST ALONG U.S. HIGHWAY
 LG0081'34, 60.0 FEET NORTH OF CENTER LINE OF HIGHWAY, 6 FEET HIGHER THAN
 LG0081'THE HIGHWAY, 2.7 FEET SOUTH OF THE FENCE, 0.8 FEET SOUTHEAST
 LG0081'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 LG0081'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0084 ***********************************************************************
 LG0084  DESIGNATION -  AVOCA RM 1
 LG0084  PID         -  LG0084
 LG0084  STATE/COUNTY-  NE/CASS
 LG0084  COUNTRY     -  US
 LG0084  USGS QUAD   -  AVOCA (2017)
 LG0084
 LG0084                         *CURRENT SURVEY CONTROL
 LG0084  ______________________________________________________________________
 LG0084* NAD 83(1986) POSITION- 40 48 27.62   (N) 096 01 58.84   (W)   HD_HELD1
 LG0084* NAVD 88 ORTHO HEIGHT -   361.995 (meters)     1187.65  (feet) ADJUSTED
 LG0084  ______________________________________________________________________
 LG0084  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 LG0084  DYNAMIC HEIGHT  -        361.831 (meters)     1187.11  (feet) COMP
 LG0084  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 LG0084
 LG0084  VERT ORDER      -  SECOND    CLASS 0
 LG0084
 LG0084.The horizontal coordinates were determined by differentially corrected
 LG0084.hand held GPS observations or other comparable positioning techniques
 LG0084.and have an estimated accuracy of +/- 3 meters.
 LG0084
 LG0084.The orthometric height was determined by differential leveling and
 LG0084.adjusted by the NATIONAL GEODETIC SURVEY
 LG0084.in June 1991.
 LG0084
 LG0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0084.GEOID18 height accuracy estimate available here.
 LG0084
 LG0084.Click photographs - Photos may exist for this station.
 LG0084
 LG0084.The dynamic height is computed by dividing the NAVD 88
 LG0084.geopotential number by the normal gravity value computed on the
 LG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0084.degrees latitude (g = 980.6199 gals.).
 LG0084
 LG0084.The modeled gravity was interpolated from observed gravity values.
 LG0084
 LG0084;                    North         East    Units  Estimated Accuracy
 LG0084;SPC NE       -   115,854.5     834,524.6     MT  (+/- 3 meters HH1 GPS) 
 LG0084
 LG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5026821644(NAD 83)
 LG0084
 LG0084                          SUPERSEDED SURVEY CONTROL
 LG0084
 LG0084  NGVD 29 (??/??/92)  361.895  (m)         1187.32   (f) ADJ UNCH    2 0
 LG0084
 LG0084.Superseded values are not recommended for survey control.
 LG0084
 LG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0084.See file dsdata.pdf to determine how the superseded data were derived.
 LG0084
 LG0084_MARKER: DR = REFERENCE MARK DISK
 LG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0084_STAMPING: AVOCA NO 1 1961
 LG0084_MARK LOGO: CGS
 LG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0084+STABILITY: SURFACE MOTION
 LG0084
 LG0084  HISTORY     - Date     Condition        Report By
 LG0084  HISTORY     - 1961     MONUMENTED       CGS
 LG0084
 LG0084                          STATION DESCRIPTION
 LG0084
 LG0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0084'4 MI SW FROM NEHAWKA.
 LG0084'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0084'RAILROAD AT NEHAWKA, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY
 LG0084'34 TO THE MISSILE ROAD, THENCE 0.45 MILE SOUTH ALONG THE MISSILE
 LG0084'ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE MISSILE
 LG0084'SITE, 76.1 FEET EAST OF THE STATION, 83.3 FEET NORTHWEST OF
 LG0084'THE SOUTHEAST FENCE CORNER, 15.9 FEET NORTH OF THE FENCE, 3 FEET
 LG0084'LOWER THAN THE STATION, SET IN TOP OF A SQUARE CONCRETE POST
 LG0084'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0082 ***********************************************************************
 LG0082  DESIGNATION -  AVOCA RM 2
 LG0082  PID         -  LG0082
 LG0082  STATE/COUNTY-  NE/CASS
 LG0082  COUNTRY     -  US
 LG0082  USGS QUAD   -  AVOCA (2017)
 LG0082
 LG0082                         *CURRENT SURVEY CONTROL
 LG0082  ______________________________________________________________________
 LG0082* NAD 83(1986) POSITION- 40 48 27.51   (N) 096 02 00.77   (W)   HD_HELD1
 LG0082* NAVD 88 ORTHO HEIGHT -   363.485 (meters)     1192.53  (feet) ADJUSTED
 LG0082  ______________________________________________________________________
 LG0082  GEOID HEIGHT    -        -27.534 (meters)                     GEOID18
 LG0082  DYNAMIC HEIGHT  -        363.320 (meters)     1191.99  (feet) COMP
 LG0082  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 LG0082
 LG0082  VERT ORDER      -  SECOND    CLASS 0
 LG0082
 LG0082.The horizontal coordinates were determined by differentially corrected
 LG0082.hand held GPS observations or other comparable positioning techniques
 LG0082.and have an estimated accuracy of +/- 3 meters.
 LG0082
 LG0082.The orthometric height was determined by differential leveling and
 LG0082.adjusted by the NATIONAL GEODETIC SURVEY
 LG0082.in June 1991.
 LG0082
 LG0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0082.GEOID18 height accuracy estimate available here.
 LG0082
 LG0082.Click photographs - Photos may exist for this station.
 LG0082
 LG0082.The dynamic height is computed by dividing the NAVD 88
 LG0082.geopotential number by the normal gravity value computed on the
 LG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0082.degrees latitude (g = 980.6199 gals.).
 LG0082
 LG0082.The modeled gravity was interpolated from observed gravity values.
 LG0082
 LG0082;                    North         East    Units  Estimated Accuracy
 LG0082;SPC NE       -   115,849.0     834,479.6     MT  (+/- 3 meters HH1 GPS) 
 LG0082
 LG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5022321639(NAD 83)
 LG0082
 LG0082                          SUPERSEDED SURVEY CONTROL
 LG0082
 LG0082  NGVD 29 (??/??/92)  363.386  (m)         1192.21   (f) ADJ UNCH    2 0
 LG0082
 LG0082.Superseded values are not recommended for survey control.
 LG0082
 LG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0082.See file dsdata.pdf to determine how the superseded data were derived.
 LG0082
 LG0082_MARKER: DR = REFERENCE MARK DISK
 LG0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0082_STAMPING: AVOCA NO 2 1961
 LG0082_MARK LOGO: CGS
 LG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0082+STABILITY: SURFACE MOTION
 LG0082
 LG0082  HISTORY     - Date     Condition        Report By
 LG0082  HISTORY     - 1961     MONUMENTED       CGS
 LG0082
 LG0082                          STATION DESCRIPTION
 LG0082
 LG0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0082'4 MI SW FROM NEHAWKA.
 LG0082'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0082'RAILROAD AT NEHAWKA, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY
 LG0082'34 TO THE MISSILE ROAD, THENCE 0.45 MILE SOUTH ALONG THE MISSILE
 LG0082'ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE MISSILE
 LG0082'SITE, 72.6 FEET WEST OF THE STATION, 33.4 FEET WEST OF THE
 LG0082'CORPS OF ENGINEERS BENCH MARK, 4 FEET NORTH OF THE FENCE, 2 FEET
 LG0082'HIGHER THAN THE STATION, SET IN TOP OF A SQUARE CONCRETE POST
 LG0082'PROJECTING 1.6 FEET ON THE NORTH SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1773 ***********************************************************************
 NM1773  DESIGNATION -  AXEL
 NM1773  PID         -  NM1773
 NM1773  STATE/COUNTY-  NE/WAYNE
 NM1773  COUNTRY     -  US
 NM1773  USGS QUAD   -  NORFOLK NE (2017)
 NM1773
 NM1773                         *CURRENT SURVEY CONTROL
 NM1773  ______________________________________________________________________
 NM1773* NAD 83(1995) POSITION- 42 13 15.82340(N) 097 17 16.11584(W)   ADJUSTED
 NM1773* NAVD 88 ORTHO HEIGHT -   565.    (meters)     1854.    (feet) SCALED
 NM1773  ______________________________________________________________________
 NM1773  GEOID HEIGHT    -        -24.871 (meters)                     GEOID18
 NM1773  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 NM1773  HORZ ORDER      -  FIRST
 NM1773
 NM1773.The horizontal coordinates were established by classical geodetic methods
 NM1773.and adjusted by the National Geodetic Survey in August 1997.
 NM1773
 NM1773.The orthometric height was scaled from a topographic map.
 NM1773
 NM1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1773.GEOID18 height accuracy estimate available here.
 NM1773
 NM1773.Click photographs - Photos may exist for this station.
 NM1773
 NM1773.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1773
 NM1773. The following values were computed from the NAD 83(1995) position.
 NM1773
 NM1773;                    North         East     Units Scale Factor Converg.
 NM1773;SPC NE       -   268,616.626   723,831.870   MT  0.99973648   +1 47 50.5
 NM1773;SPC NE       -   881,286.38  2,374,771.73   sFT  0.99973648   +1 47 50.5
 NM1773;UTM  14      - 4,675,740.038   641,309.740   MT  0.99984570   +1 09 02.8
 NM1773
 NM1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1773!SPC NE       -   0.99991526  x   0.99973648  =   0.99965177
 NM1773!UTM  14      -   0.99991526  x   0.99984570  =   0.99976098
 NM1773
 NM1773:                Primary Azimuth Mark                     Grid Az
 NM1773:SPC NE       -  AXEL AZ MK                               086 46 18.9
 NM1773:UTM  14      -  AXEL AZ MK                               087 25 06.6
 NM1773
 NM1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4130975740(NAD 83)
 NM1773
 NM1773|---------------------------------------------------------------------|
 NM1773| PID    Reference Object                     Distance      Geod. Az  |
 NM1773|                                                           dddmmss.s |
 NM1773| NM1735 ALLEN TANK                          APPROX.42.4 KM 0590156.7 |
 NM1773| CO2125 AXEL RM 2                            39.687 METERS 06422     |
 NM1773| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX.22.6 KM 0835708.2 |
 NM1773| NM1765 WAYNE TANK                          APPROX.22.4 KM 0851951.6 |
 NM1773| CO2123 AXEL AZ MK                                         0883409.4 |
 NM1773| NM1771 WINSIDE TANK                        APPROX.10.3 KM 1154829.3 |
 NM1773| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.20.3 KM 2033236.5 |
 NM1773| NM1772 CHURCH SPIRE B                      APPROX. 6.8 KM 2414951.5 |
 NM1773| CO2124 AXEL RM 1                            42.613 METERS 29354     |
 NM1773|---------------------------------------------------------------------|
 NM1773
 NM1773                          SUPERSEDED SURVEY CONTROL
 NM1773
 NM1773  NAD 83(1986)-  42 13 15.83179(N)    097 17 16.11434(W) AD(       ) 1
 NM1773  NAD 27      -  42 13 15.82700(N)    097 17 14.92700(W) AD(       ) 1
 NM1773
 NM1773.Superseded values are not recommended for survey control.
 NM1773
 NM1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1773.See file dsdata.pdf to determine how the superseded data were derived.
 NM1773
 NM1773_MARKER: DS = TRIANGULATION STATION DISK
 NM1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1773_STAMPING: AXEL 1935
 NM1773_MARK LOGO: CGS
 NM1773_PROJECTION: RECESSED 46 CENTIMETERS
 NM1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1773+STABILITY: SURFACE MOTION
 NM1773
 NM1773  HISTORY     - Date     Condition        Report By
 NM1773  HISTORY     - 1935     MONUMENTED       CGS
 NM1773  HISTORY     - 1961     GOOD             USGS
 NM1773  HISTORY     - 1981     GOOD             LOCENG
 NM1773
 NM1773                          STATION DESCRIPTION
 NM1773
 NM1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1773'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 3, T. 26
 NM1773'N., R. 1 E., ON A KNOLL ON THE EAST SIDE OF A LARGE RIDGE,
 NM1773'ON SOUTH SIDE OF ROAD WHERE IT CROSSES OVER KNOLL, ABOUT 8
 NM1773'MILES NORTH OF HOSKINS.  A TELEPHONE LINE CROSSES OVER ROAD
 NM1773'AT THIS POINT.  MARK IS SET 36 FEET SOUTH OF CENTERLINE OF
 NM1773'ROAD, 11 FEET SOUTH OF AN EAST-WEST FENCE, 8 FEET EAST OF
 NM1773'A NORTH-SOUTH FENCE, AND IS ABOUT 18 INCHES BELOW SURFACE
 NM1773'OF GROUND.
 NM1773'
 NM1773'TO REACH FROM RAILROAD STATION IN HOSKINS, GO NORTH 0.15
 NM1773'MILE, THENCE EAST AND NORTH ON STATE HIGHWAY 35 FOR 4.7
 NM1773'MILES, CONTINUE STRAIGHT AHEAD (NORTH) WHERE STATE HIGHWAY
 NM1773'35 TURNS EAST AND GO 3 MILES, TURN RIGHT (EAST) AND GO 0.15
 NM1773'MILE TO TOP OF KNOLL AND STATION.
 NM1773'
 NM1773'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF CENTERLINE OF ROAD,
 NM1773'3 FEET SOUTH OF EAST-WEST FENCE LINE.
 NM1773'
 NM1773'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF CENTERLINE OF ROAD,
 NM1773'3 FEET SOUTH OF EAST-WEST FENCE LINE.
 NM1773'
 NM1773'AZIMUTH MARK IS 0.4 MILE EAST OF STATION, 22 FEET NORTH OF
 NM1773'CENTERLINE OF ROAD, 3 FEET SOUTH OF EAST-WEST FENCE LINE, AND
 NM1773'65 FEET WEST OF TELEPHONE POLE.
 NM1773'
 NM1773'REFERENCE AND AZIMUTH MARKS PROJECTS ABOUT 8 INCHES ABOVE
 NM1773'GROUND.
 NM1773'
 NM1773'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1773
 NM1773                          STATION RECOVERY (1961)
 NM1773
 NM1773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1773'STATION WAS FOUND 8 MI N AND 2 MI E OF HOSKINS.  T 26N,
 NM1773'R, 1E.  NEAR W 1/16TH CORNER, BETWEEN SECS. 14 AND 23.  30
 NM1773'FT S AND 825 FT E OF CROSSROADS.  IN THE E OF A FIELD DRIVE S.
 NM1773'IN A CONCRETE POST A STANDARD USC AND GS TABLET STAMPED
 NM1773'AXEL 1935.  TABLET IS 12 IN BELOW SURFACE OF GROUND.
 NM1773'
 NM1773'REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK WERE FOUND
 NM1773'IN GOOD CONDITION.
 NM1773
 NM1773                          STATION RECOVERY (1981)
 NM1773
 NM1773'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1773'AXEL 1935 RECOVERED GOOD.
 NM1773'
 NM1773'REFERENCE MARK NO. 1 RECOVERED GOOD.
 NM1773'
 NM1773'REFERENCE MARK NO. 2 RECOVERED GOOD.
 NM1773'
 NM1773'AZIMUTH MARK 1935 RECOVERED GOOD.
 NM1773'
 NM1773'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH AND 2 MILES
 NM1773'EAST OF HOSKINS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1530 ***********************************************************************
 LH1530  DESIGNATION -  AXTELL AZ MK 2
 LH1530  PID         -  LH1530
 LH1530  STATE/COUNTY-  NE/KEARNEY
 LH1530  COUNTRY     -  US
 LH1530  USGS QUAD   -  AXTELL WEST (2017)
 LH1530
 LH1530                         *CURRENT SURVEY CONTROL
 LH1530  ______________________________________________________________________
 LH1530* NAD 83(1995) POSITION- 40 29 19.60881(N) 099 09 40.26173(W)   ADJUSTED
 LH1530* NAVD 88 ORTHO HEIGHT -   673.    (meters)     2208.    (feet) SCALED
 LH1530  ______________________________________________________________________
 LH1530  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 LH1530  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 LH1530  HORZ ORDER      -  THIRD
 LH1530
 LH1530.The horizontal coordinates were established by classical geodetic methods
 LH1530.and adjusted by the National Geodetic Survey in August 1997.
 LH1530
 LH1530.The orthometric height was scaled from a topographic map.
 LH1530
 LH1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1530.GEOID18 height accuracy estimate available here.
 LH1530
 LH1530.Click photographs - Photos may exist for this station.
 LH1530
 LH1530.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1530
 LH1530. The following values were computed from the NAD 83(1995) position.
 LH1530
 LH1530;                    North         East     Units Scale Factor Converg.
 LH1530;SPC NE       -    73,119.625   571,102.124   MT  0.99981471   +0 33 21.2
 LH1530;SPC NE       -   239,893.30  1,873,690.89   sFT  0.99981471   +0 33 21.2
 LH1530;UTM  14      - 4,482,021.815   486,339.996   MT  0.99960230   -0 06 16.8
 LH1530
 LH1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1530!SPC NE       -   0.99989839  x   0.99981471  =   0.99971312
 LH1530!UTM  14      -   0.99989839  x   0.99960230  =   0.99950073
 LH1530
 LH1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8633982021(NAD 83)
 LH1530
 LH1530                          SUPERSEDED SURVEY CONTROL
 LH1530
 LH1530  NAD 83(1986)-  40 29 19.61470(N)    099 09 40.26308(W) AD(       ) 3
 LH1530
 LH1530.Superseded values are not recommended for survey control.
 LH1530
 LH1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1530.See file dsdata.pdf to determine how the superseded data were derived.
 LH1530
 LH1530_MARKER: DZ = AZIMUTH MARK DISK
 LH1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1530_STAMPING: AXTELL 1951 NO 2 1982
 LH1530_MARK LOGO: NGS
 LH1530_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1530+STABILITY: SURFACE MOTION
 LH1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1530+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LH1530
 LH1530  HISTORY     - Date     Condition        Report By
 LH1530  HISTORY     - 1982     MONUMENTED       NGS
 LH1530
 LH1530                          STATION DESCRIPTION
 LH1530
 LH1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1530'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTHEAST FROM MINDEN,
 LH1530'4 KM (2.5 MI) WEST FROM AXTELL AND ON THE WEST RIGHT-OF-WAY OF A
 LH1530'GRADED COUNTY ROAD.
 LH1530'TO REACH FROM THE AXTELL POST OFFICE, GO NORTH ON NORTH MAIN AVENUE
 LH1530'FOR 0.16 KM (0.10 MI) TO EAST 6TH STREET.  TURN LEFT AND GO WEST ON
 LH1530'EAST 6TH STREET AND A PAVED ROAD FOR 3.06 KM (1.90 MI) TO A
 LH1530'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.16 KM
 LH1530'(0.10 MI) TO A BRIDGE OVER AN IRRIGATION CANAL AND STATION AXTELL ON
 LH1530'THE LEFT. CONTINUE NORTH FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 LH1530'LEFT.
 LH1530'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1530'PROJECTS 10 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LH1530'RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 13.0
 LH1530'M (42.7 FT) NORTH FROM THE CENTERLINE OF A FIELD ENTRANCE, 10.7 M
 LH1530'(35.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 0.74 M (2.43 FT)
 LH1530'SOUTH FROM A POWER POLE AND 0.53 M (1.74 FT) NORTH FROM A WITNESS
 LH1530'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1349 ***********************************************************************
 LH1349  DESIGNATION -  AXTELL MUNICIPAL TANK
 LH1349  PID         -  LH1349
 LH1349  STATE/COUNTY-  NE/KEARNEY
 LH1349  COUNTRY     -  US
 LH1349  USGS QUAD   -  AXTELL WEST (2017)
 LH1349
 LH1349                         *CURRENT SURVEY CONTROL
 LH1349  ______________________________________________________________________
 LH1349* NAD 83(1995) POSITION- 40 28 43.28514(N) 099 07 34.15331(W)   ADJUSTED
 LH1349  ______________________________________________________________________
 LH1349  GEOID HEIGHT    -        -25.039 (meters)                     GEOID18
 LH1349  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 LH1349  HORZ ORDER      -  THIRD
 LH1349
 LH1349.The horizontal coordinates were established by classical geodetic methods
 LH1349.and adjusted by the National Geodetic Survey in August 1997.
 LH1349
 LH1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1349.GEOID18 height accuracy estimate available here.
 LH1349
 LH1349.Click photographs - Photos may exist for this station.
 LH1349
 LH1349.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1349
 LH1349. The following values were computed from the NAD 83(1995) position.
 LH1349
 LH1349;                    North         East     Units Scale Factor Converg.
 LH1349;SPC NE       -    72,028.875   574,082.669   MT  0.99981781   +0 34 44.7
 LH1349;SPC NE       -   236,314.73  1,883,469.56   sFT  0.99981781   +0 34 44.7
 LH1349;UTM  14      - 4,480,897.007   489,307.128   MT  0.99960141   -0 04 54.8
 LH1349
 LH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8930780897(NAD 83)
 LH1349
 LH1349                          SUPERSEDED SURVEY CONTROL
 LH1349
 LH1349  NAD 83(1986)-  40 28 43.29072(N)    099 07 34.15342(W) AD(       ) 3
 LH1349  NAD 27      -  40 28 43.24500(N)    099 07 32.83500(W) AD(       ) 3
 LH1349
 LH1349.Superseded values are not recommended for survey control.
 LH1349
 LH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1349.See file dsdata.pdf to determine how the superseded data were derived.
 LH1349
 LH1349_MARKER: 53 = ELEVATED TANK
 LH1349_MARK LOGO: CGS
 LH1349
 LH1349  HISTORY     - Date     Condition        Report By
 LH1349  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1349  HISTORY     - 1951     GOOD             CGS
 LH1349  HISTORY     - 19821117 GOOD             NGS
 LH1349
 LH1349                          STATION DESCRIPTION
 LH1349
 LH1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1349'THE STATION IS LOCATED AT THE SOUTH END OF THE AXTELL BUSINESS
 LH1349'DISTRICT.  IT IS 150.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1349'STREET AND 40.0 FEET SOUTHEAST OF THE FIRE DEPARTMENT BUILDING.
 LH1349'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND
 LH1349'HAS AN OVERALL HEIGHT OF ABOUT 120.0 FEET.  THE TANK HAS A
 LH1349'CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 LH1349'
 LH1349'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 LH1349
 LH1349                          STATION RECOVERY (1951)
 LH1349
 LH1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1349'RECOVERED IN GOOD CONDITION.
 LH1349
 LH1349                          STATION RECOVERY (1982)
 LH1349
 LH1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1531 ***********************************************************************
 LH1531  DESIGNATION -  AXTELL RESET
 LH1531  PID         -  LH1531
 LH1531  STATE/COUNTY-  NE/KEARNEY
 LH1531  COUNTRY     -  US
 LH1531  USGS QUAD   -  AXTELL WEST (2017)
 LH1531
 LH1531                         *CURRENT SURVEY CONTROL
 LH1531  ______________________________________________________________________
 LH1531* NAD 83(1995) POSITION- 40 28 58.91504(N) 099 09 40.34081(W)   ADJUSTED
 LH1531* NAVD 88 ORTHO HEIGHT -   681.    (meters)     2234.    (feet) SCALED
 LH1531  ______________________________________________________________________
 LH1531  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 LH1531  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 LH1531  HORZ ORDER      -  SECOND
 LH1531
 LH1531.The horizontal coordinates were established by classical geodetic methods
 LH1531.and adjusted by the National Geodetic Survey in August 1997.
 LH1531
 LH1531.The orthometric height was scaled from a topographic map.
 LH1531
 LH1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1531.GEOID18 height accuracy estimate available here.
 LH1531
 LH1531.Click photographs - Photos may exist for this station.
 LH1531
 LH1531.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1531
 LH1531. The following values were computed from the NAD 83(1995) position.
 LH1531
 LH1531;                    North         East     Units Scale Factor Converg.
 LH1531;SPC NE       -    72,481.444   571,106.453   MT  0.99981647   +0 33 21.1
 LH1531;SPC NE       -   237,799.54  1,873,705.09   sFT  0.99981647   +0 33 21.1
 LH1531;UTM  14      - 4,481,383.763   486,336.969   MT  0.99960230   -0 06 16.8
 LH1531
 LH1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1531!SPC NE       -   0.99989706  x   0.99981647  =   0.99971355
 LH1531!UTM  14      -   0.99989706  x   0.99960230  =   0.99949940
 LH1531
 LH1531:                Primary Azimuth Mark                     Grid Az
 LH1531:SPC NE       -  AXTELL MUNICIPAL TANK                    098 38 47.5
 LH1531:UTM  14      -  AXTELL MUNICIPAL TANK                    099 18 25.4
 LH1531
 LH1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8633681383(NAD 83)
 LH1531
 LH1531|---------------------------------------------------------------------|
 LH1531| PID    Reference Object                     Distance      Geod. Az  |
 LH1531|                                                           dddmmss.s |
 LH1531| LH1530 AXTELL AZ MK 2                      APPROX. 0.6 KM 0001001.8 |
 LH1531| LH1567 AXTELL AZ MK                                       0014910.3 |
 LH1531| LH1572 AXTELL RM 3                          19.638 METERS 03729     |
 LH1531| LH1570 AXTELL RM 1                          36.329 METERS 05520     |
 LH1531| LH1349 AXTELL MUNICIPAL TANK               APPROX. 3.0 KM 0991208.6 |
 LH1531| LH1571 AXTELL RM 2                          21.593 METERS 14635     |
 LH1531| LH1573 AXTELL RM 4                          12.576 METERS 24314     |
 LH1531|---------------------------------------------------------------------|
 LH1531
 LH1531                          SUPERSEDED SURVEY CONTROL
 LH1531
 LH1531  NAD 83(1986)-  40 28 58.92112(N)    099 09 40.34214(W) AD(       ) 2
 LH1531  NAD 27      -  40 28 58.87500(N)    099 09 39.01500(W) AD(       ) 2
 LH1531
 LH1531.Superseded values are not recommended for survey control.
 LH1531
 LH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1531.See file dsdata.pdf to determine how the superseded data were derived.
 LH1531
 LH1531_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1531_STAMPING: AXTELL 1951 1982
 LH1531_MARK LOGO: NGS
 LH1531_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1531+STABILITY: SURFACE MOTION
 LH1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1531+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LH1531
 LH1531  HISTORY     - Date     Condition        Report By
 LH1531  HISTORY     - 1982     MONUMENTED       NGS
 LH1531
 LH1531                          STATION DESCRIPTION
 LH1531
 LH1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1531'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTHWEST OF HILDRETH,
 LH1531'18.5 KM (11.5 MI) EAST-NORTHEAST OF HOLDREGE, 3.2 KM (2.0 MI) WEST OF
 LH1531'AXTELL AND ON PROPERTY OF THE TRI-COUNTY DITCH COMPANY, NORTH HIGHWAY
 LH1531'10, MINDEN, NE 68959. PERMISSION FOR REPAIR OF THE STATION WAS
 LH1531'GRANTED BY WALT SCHNOOR. THE COMPANY POST OFFICE BOX IS 238 AND THE
 LH1531'TELEPHONE NUMBER IS 308 832 1980.
 LH1531'TO REACH FROM THE AXTELL POST OFFICE, GO NORTH ON NORTH MAIN AVENUE
 LH1531'FOR 0.16 KM (0.10 MI) TO EAST 6TH STREET.  TURN LEFT AND GO WEST ON
 LH1531'EAST 6TH STREET AND A PAVED ROAD FOR 3.06 KM (1.90 MI) TO A GRAVELED
 LH1531'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.16 KM
 LH1531'(0.10 MI) TO A BRIDGE OVER AN IRRIGATION CANAL AND THE STATION ON THE
 LH1531'LEFT.
 LH1531'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1531'RECESSED 10 CM BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LH1531'RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 22.7
 LH1531'M (74.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CANAL BRIDGE,
 LH1531'21.6 M (70.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 9.3 M
 LH1531'(30.5 FT) SOUTH FROM THE SOUTH BANK OF THE IRRIGATION DITCH AND 0.42
 LH1531'M (1.38 FT) EAST FROM A WITNESS POST.
 LH1531'NOTE--THIS DESCRIPTION IS UPDATED AS OF MAY 06, 1983. AT THAT TIME RM
 LH1531'3 HAD BEEN DESTROYED WHEN THE BRIDGE WAS ENLARGED AND A RM 4
 LH1531'ESTABLISHED AND ALL REFERENCE TIES TO THE BRIDGE UPDATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1194 ***********************************************************************
 LH1194  DESIGNATION -  AYR
 LH1194  PID         -  LH1194
 LH1194  STATE/COUNTY-  NE/ADAMS
 LH1194  COUNTRY     -  US
 LH1194  USGS QUAD   -  AYR (2017)
 LH1194
 LH1194                         *CURRENT SURVEY CONTROL
 LH1194  ______________________________________________________________________
 LH1194* NAD 83(1995) POSITION- 40 26 14.70129(N) 098 24 05.81468(W)   ADJUSTED
 LH1194* NAVD 88 ORTHO HEIGHT -   571.    (meters)     1873.    (feet) SCALED
 LH1194  ______________________________________________________________________
 LH1194  GEOID HEIGHT    -        -25.517 (meters)                     GEOID18
 LH1194  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 LH1194  HORZ ORDER      -  SECOND
 LH1194
 LH1194.The horizontal coordinates were established by classical geodetic methods
 LH1194.and adjusted by the National Geodetic Survey in August 1997.
 LH1194
 LH1194.The orthometric height was scaled from a topographic map.
 LH1194
 LH1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1194.GEOID18 height accuracy estimate available here.
 LH1194
 LH1194.Click photographs - Photos may exist for this station.
 LH1194
 LH1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1194
 LH1194. The following values were computed from the NAD 83(1995) position.
 LH1194
 LH1194;                    North         East     Units Scale Factor Converg.
 LH1194;SPC NE       -    68,325.519   635,586.667   MT  0.99983083   +1 03 33.3
 LH1194;SPC NE       -   224,164.64  2,085,253.92   sFT  0.99983083   +1 03 33.3
 LH1194;UTM  14      - 4,476,479.966   550,750.688   MT  0.99963170   +0 23 17.3
 LH1194
 LH1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1194!SPC NE       -   0.99991440  x   0.99983083  =   0.99974525
 LH1194!UTM  14      -   0.99991440  x   0.99963170  =   0.99954613
 LH1194
 LH1194:                Primary Azimuth Mark                     Grid Az
 LH1194:SPC NE       -  AYR AZ MK                                358 53 31.2
 LH1194:UTM  14      -  AYR AZ MK                                359 33 47.2
 LH1194
 LH1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5075076479(NAD 83)
 LH1194
 LH1194|---------------------------------------------------------------------|
 LH1194| PID    Reference Object                     Distance      Geod. Az  |
 LH1194|                                                           dddmmss.s |
 LH1194| CN7764 AYR RM 1                             27.623 METERS 18007     |
 LH1194| LH1187 BLUE HILL TRINITY LUTH CHURCH       APPROX.12.0 KM 1984522.2 |
 LH1194| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.12.3 KM 1993931.4 |
 LH1194| LH1195 AYR SERVICE PIPE LINE CO TANK       APPROX. 3.3 KM 2585737.2 |
 LH1194| CN7765 AYR RM 2                             27.395 METERS 26814     |
 LH1194| CN7763 AYR AZ MK                                          3595704.5 |
 LH1194|---------------------------------------------------------------------|
 LH1194
 LH1194                          SUPERSEDED SURVEY CONTROL
 LH1194
 LH1194  NAD 83(1986)-  40 26 14.70842(N)    098 24 05.81402(W) AD(       ) 2
 LH1194  NAD 27      -  40 26 14.65300(N)    098 24 04.60800(W) AD(       ) 2
 LH1194
 LH1194.Superseded values are not recommended for survey control.
 LH1194
 LH1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1194.See file dsdata.pdf to determine how the superseded data were derived.
 LH1194
 LH1194_MARKER: DS = TRIANGULATION STATION DISK
 LH1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1194_STAMPING: AYR 1951
 LH1194_MARK LOGO: CGS
 LH1194_PROJECTION: FLUSH
 LH1194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1194+STABILITY: SURFACE MOTION
 LH1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1194+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2019
 LH1194
 LH1194  HISTORY     - Date     Condition        Report By
 LH1194  HISTORY     - 1951     MONUMENTED       CGS
 LH1194  HISTORY     - 1962     GOOD             CGS
 LH1194  HISTORY     - 19980715 GOOD             NEDR
 LH1194  HISTORY     - 20180613 GOOD             NEGS
 LH1194  HISTORY     - 20191209 GOOD             NEGS
 LH1194
 LH1194                          STATION DESCRIPTION
 LH1194
 LH1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1194'THE STATION IS LOCATED 2.0 MILES EAST OF THE DEPOT IN AYR, 0.1 MILE
 LH1194'SOUTH OF WHERE U.S. HIGHWAY 281 STARTS TO CURVE FROM NORTH TO WEST
 LH1194'AND ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 74.  IT IS 54.0 FEET
 LH1194'NORTH OF THE CENTER OF STATE HIGHWAY 74 AND 50.0 FEET EAST OF THE
 LH1194'CENTER OF A NORTH-SOUTH GRAVELED ROAD.  IT IS SET FLUSH AND
 LH1194'STAMPED AYR 1951.
 LH1194'
 LH1194'REFERENCE MARK NO. 1 IS 54.0 FEET EAST OF THE CENTER OF A
 LH1194'NORTH-SOUTH GRAVELED ROAD, 40.0 FEET SOUTH OF THE CENTER OF STATE
 LH1194'HIGHWAY 74, 18.0 FEET EAST OF A FENCE CORNER AND A POWER LINE POLE
 LH1194'AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3
 LH1194'INCHES AND IS STAMPED AYR NO 1 1951.
 LH1194'
 LH1194'REFERENCE MARK NO. 2 IS 54.0 FEET NORTH OF THE CENTER OF STATE
 LH1194'HIGHWAY 74, 40.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1194'ROAD AND 10.0 FEET NORTH OF A POWER LINE POLE.  IT PROJECTS 4
 LH1194'INCHES AND IS STAMPED AYR NO 2 1951.
 LH1194'
 LH1194'THE DISTANCE BETWEEN REFERENCE MARKS IS 125.5 FEET.
 LH1194'
 LH1194'THE AZIMUTH MARK IS LOCATED AT THE SOUTHWEST CORNER OF A CEMETERY,
 LH1194'47.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281, 10.0 FEET EAST OF
 LH1194'A BRICK CORNER POST AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LH1194'
 LH1194'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE TO
 LH1194'U.S. HIGHWAY 281, CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 0.6 MILE
 LH1194'TO THE SOUTHWEST CORNER OF A CEMETERY AND THE AZIMUTH MARK ON THE
 LH1194'RIGHT AS DESCRIBED.
 LH1194'
 LH1194'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1194
 LH1194                          STATION RECOVERY (1962)
 LH1194
 LH1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LH1194'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LH1194'CONDITION, EXCEPT THE SURFACE STATION MARK WAS DESTROYED.  THE
 LH1194'UNDERGROUND STATION MARK WAS RECOVERED AND ALL MEASUREMENTS
 LH1194'CHECKED.  THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK
 LH1194'WAS SET WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 1
 LH1194'FOOT NORTH OF A NEW STEEL WITNESS POST.  THE DISK IS STAMPED AYR
 LH1194'1951.  THE STATION IS ABOUT 10 MILES SOUTH OF HASTINGS AND A TO
 LH1194'REACH FOLLOWS.
 LH1194'
 LH1194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 281
 LH1194'ABOUT 1 MILE SOUTHWEST OF THE CENTER OF THE TOWN OF HASTINGS, GO
 LH1194'SOUTH ON U.S. HIGHWAY 281 FOR 9.0 MILES TO CROSSROADS, STATE
 LH1194'HIGHWAY 74 AND THE STATION IN THE NORTHEAST ANGLE OF THE
 LH1194'INTERSECTION.
 LH1194
 LH1194                          STATION RECOVERY (1998)
 LH1194
 LH1194'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1194'THE STATION WAS RECOVERED IN GOOD CONDITION JUST EAST OF THE EAST
 LH1194'JUNCTION OF U.S.  HIGHWAY 281 AND NEBRASKA STATE HIGHWAY 74, AT THE
 LH1194'INTERSECTION OF HIGHWAY 74 AND BALTIMORE ROAD AND IN THE NORTHEAST
 LH1194'ANGLE OF THE INTERSECTION, 2.0 MI (3.2 KM) EAST OF AYR, 9 MILES (14.5
 LH1194'KM) SOUTH OF HASTINGS, ON ROAD RIGHT-OF-WAY AND IN THE SW CORNER,
 LH1194'SEC36, T6N, R10W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LH1194'MONUMENT THAT IS FLUSH WITH THE GROUND AND 17.38 M (57.02 FT) NORTH
 LH1194'FROM THE CENTERLINE OF HIGHWAY 74, 15.45 M (50.69 FT) EAST FROM THE
 LH1194'CENTERLINE OF BALTIMORE ROAD AND 0.72 M (2.36 FT) WEST OF A WITNESS
 LH1194'POST.  A MAGNET WAS PLACED ALONG THE NORTH SIDE OF THE MARK.  THE
 LH1194'REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.  THE AZIMUTH WAS
 LH1194'FOUND IN GOOD CONDITION, BUT WAS NOT USED AT THIS TIME.  STATION IS
 LH1194'SUITABLE FOR GPS OBSERVATIONS.
 LH1194
 LH1194                          STATION RECOVERY (2018)
 LH1194
 LH1194'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 LH1194'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 LH1194'74 JUST EAST OF AYR, GO EAST ON U.S. 281 APPROXIMATELY 1.38 MI (2.22
 LH1194'KM) TO THE EAST JUNCTION OF U.S. 281 AND STATE HIGHWAY 74.  CONTINUE
 LH1194'EAST ON STATE HIGHWAY 74 (U.S. 281 CURVES TO THE NORTHEAST)
 LH1194'APPROXIMATELY 0.3 MI (0.5 KM) TO THE INTERSECTION OF STATE HIGHWAY 74
 LH1194'AND A COUNTY ROAD (SOUTH BALTIMORE AVENUE).  STATION AYR IS LOCATED IN
 LH1194'THE NORTHEAST CORNER OF THE INTERCHANGE.
 LH1194'
 LH1194'THE STATION IS LOCATED APPROXIMATELY 57 FT (17.4 M) NORTH OF THE
 LH1194'CENTERLINE OF STATE HIGHWAY 74 AT MILE POST 32.63, 51 FT (15.5 M) EAST
 LH1194'OF SOUTH BALTIMORE AVENUE, 94.95 FT (28.9 M) EAST OF A DOUBLE HEADED
 LH1194'NAIL THROUGH A 2 INCH METAL DISK IN A POWER POLE AND 2.4 EAST OF THE
 LH1194'BOTTOM OF A STEEL NATIONAL GEODETIC SURVEY WITNESS POST.  A MAGNET HAS
 LH1194'BEEN PLACED ALONG THE NORTH SIDE OF THE MONUMENT.
 LH1194
 LH1194                          STATION RECOVERY (2019)
 LH1194
 LH1194'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (BO)
 LH1194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0484 ***********************************************************************
 NO0484  DESIGNATION -  AYRES
 NO0484  PID         -  NO0484
 NO0484  STATE/COUNTY-  NE/CHERRY
 NO0484  COUNTRY     -  US
 NO0484  USGS QUAD   -  WHITMAN NW (2017)
 NO0484
 NO0484                         *CURRENT SURVEY CONTROL
 NO0484  ______________________________________________________________________
 NO0484* NAD 83(1995) POSITION- 42 13 26.62606(N) 101 38 07.18928(W)   ADJUSTED
 NO0484* NAVD 88 ORTHO HEIGHT -  1191.03  (+/-2cm)     3907.6   (feet) VERTCON
 NO0484  ______________________________________________________________________
 NO0484  GEOID HEIGHT    -        -19.310 (meters)                     GEOID18
 NO0484  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 NO0484  HORZ ORDER      -  FIRST
 NO0484  VERT ORDER      -  THIRD ? (See Below)
 NO0484
 NO0484.The horizontal coordinates were established by classical geodetic methods
 NO0484.and adjusted by the National Geodetic Survey in August 1997.
 NO0484
 NO0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0484
 NO0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0484.GEOID18 height accuracy estimate available here.
 NO0484
 NO0484.The vertical order pertains to the NGVD 29 superseded value.
 NO0484
 NO0484.Click photographs - Photos may exist for this station.
 NO0484
 NO0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0484
 NO0484. The following values were computed from the NAD 83(1995) position.
 NO0484
 NO0484;                    North         East     Units Scale Factor Converg.
 NO0484;SPC NE       -   266,715.257   365,031.519   MT  0.99973713   -1 05 01.4
 NO0484;SPC NE       -   875,048.31  1,197,607.58   sFT  0.99973713   -1 05 01.4
 NO0484;UTM  14      - 4,678,016.762   282,507.980   MT  1.00018206   -1 46 18.2
 NO0484
 NO0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0484!SPC NE       -   0.99981626  x   0.99973713  =   0.99955344
 NO0484!UTM  14      -   0.99981626  x   1.00018206  =   0.99999829
 NO0484
 NO0484:                Primary Azimuth Mark                     Grid Az
 NO0484:SPC NE       -  AYRES AZ MK                              057 30 41.2
 NO0484:UTM  14      -  AYRES AZ MK                              058 11 58.0
 NO0484
 NO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8250778016(NAD 83)
 NO0484
 NO0484|---------------------------------------------------------------------|
 NO0484| PID    Reference Object                     Distance      Geod. Az  |
 NO0484|                                                           dddmmss.s |
 NO0484| CP9538 AYRES AZ MK                                        0562539.8 |
 NO0484| CP9539 AYRES RM 1                           12.541 METERS 14030     |
 NO0484| CP9540 AYRES RM 2                           11.053 METERS 22433     |
 NO0484|---------------------------------------------------------------------|
 NO0484
 NO0484                          SUPERSEDED SURVEY CONTROL
 NO0484
 NO0484  NAD 83(1986)-  42 13 26.62350(N)    101 38 07.19408(W) AD(       ) 1
 NO0484  NAD 27      -  42 13 26.66300(N)    101 38 05.57100(W) AD(       ) 1
 NO0484  NGVD 29            1190.58   (m)         3906.1    (f) LEVELING    3  
 NO0484
 NO0484.Superseded values are not recommended for survey control.
 NO0484
 NO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0484.See file dsdata.pdf to determine how the superseded data were derived.
 NO0484
 NO0484_MARKER: DS = TRIANGULATION STATION DISK
 NO0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0484_STAMPING: AYRES 1946
 NO0484_MARK LOGO: CGS
 NO0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0484+STABILITY: SURFACE MOTION
 NO0484
 NO0484  HISTORY     - Date     Condition        Report By
 NO0484  HISTORY     - 1946     MONUMENTED       CGS
 NO0484
 NO0484                          STATION DESCRIPTION
 NO0484
 NO0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0484'LOCATED ABOUT 14 MILES NORTHWEST OF WHITMAN, 0.4 MILE WEST OF
 NO0484'A WIRE FENCE, 80 YARDS NORTH OF A WIRE FENCE AND 6 FEET
 NO0484'SOUTHEAST OF A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT
 NO0484'SAND HILL.  IT IS STAMPED AYRES 1946 AND PROJECTS 6 INCHES.
 NO0484'
 NO0484'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NO0484'IT IS STAMPED AYRES NO 1 1946 AND PROJECTS 10 INCHES.
 NO0484'
 NO0484'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0484'IT IS STAMPED AYRES NO 2 1946 AND PROJECTS 10 INCHES.
 NO0484'
 NO0484'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF A WIRE GATE, 30 YARDS
 NO0484'WEST OF A WIRE FENCE AND 3 FEET NORTH OF A REFERENCE POST.
 NO0484'IT IS STAMPED AYRES 1946 AND PROJECTS 6 INCHES.
 NO0484'
 NO0484'TO REACH THE STATION FROM A CROSSROAD ON STATE HIGHWAY NO. 2,
 NO0484'JUST NORTH OF THE HIGH SCHOOL IN WHITMAN, GO NORTH ON A NARROW
 NO0484'GRAVEL ROAD FOR 8.15 MILES TO A SMALL WOODEN BRIDGE.  CONTINUE
 NO0484'NORTHERLY FOR 0.45 MILE.  THEN LEAVE THE NARROW GRAVEL ROAD,
 NO0484'TURN LEFT ON A TRACK ROAD FOR 3.0 MILES TO AN AUTO GATE.
 NO0484'CONTINUE FOR 2.55 MILES.  THEN TAKE LEFT FORK FOR 1.65 MILES
 NO0484'TO ANOTHER SMALL WOODEN BRIDGE.  CROSS BRIDGE, GO
 NO0484'NORTHWESTERLY, FOR 0.3 MILE.  LEAVE DIM TRACK ROAD, TURN RIGHT
 NO0484'(NORTH) UP A SANDY RAVINE FOR 0.9 MILE TO A WIRE GATE.
 NO0484'THEN THROUGH GATE, TURN LEFT (SOUTH) FOR 0.15 MILE TO THE
 NO0484'AZIMUTH MARK.  TURN RIGHT (WEST) FOR 0.4 MILE TO THE
 NO0484'HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0192 ***********************************************************************
 LH0192  DESIGNATION -  B
 LH0192  PID         -  LH0192
 LH0192  STATE/COUNTY-  NE/NUCKOLLS
 LH0192  COUNTRY     -  US
 LH0192  USGS QUAD   -  SUPERIOR (2017)
 LH0192
 LH0192                         *CURRENT SURVEY CONTROL
 LH0192  ______________________________________________________________________
 LH0192* NAD 83(1986) POSITION- 40 01 01.     (N) 098 04 18.     (W)   SCALED
 LH0192* NAVD 88 ORTHO HEIGHT -   479.736 (meters)     1573.93  (feet) POSTED
 LH0192  ______________________________________________________________________
 LH0192  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 LH0192  DYNAMIC HEIGHT  -        479.46  (meters)     1573.0   (feet) COMP
 LH0192  MODELED GRAVITY -    980,024.9   (mgal)                       NAVD 88
 LH0192
 LH0192  VERT ORDER      -  * POSTED, SEE BELOW
 LH0192
 LH0192.The horizontal coordinates were scaled from a map and have
 LH0192.an estimated accuracy of +/- 6 seconds.
 LH0192
 LH0192.The orthometric height was determined by differential leveling
 LH0192.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LH0192
 LH0192.* This is a POSTED BENCH MARK height.
 LH0192
 LH0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0192.GEOID18 height accuracy estimate available here.
 LH0192
 LH0192.Click photographs - Photos may exist for this station.
 LH0192
 LH0192.The dynamic height is computed by dividing the NAVD 88
 LH0192.geopotential number by the normal gravity value computed on the
 LH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0192.degrees latitude (g = 980.6199 gals.).
 LH0192
 LH0192.The modeled gravity was interpolated from observed gravity values.
 LH0192
 LH0192;                    North         East    Units  Estimated Accuracy
 LH0192;SPC NE       -    22,220.      664,610.      MT  (+/- 180 meters Scaled)
 LH0192
 LH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK792300(NAD 83)
 LH0192
 LH0192                          SUPERSEDED SURVEY CONTROL
 LH0192
 LH0192  NGVD 29 (??/??/92)  479.59   (m)         1573.5    (f) COMPUTED    1 2
 LH0192
 LH0192.Superseded values are not recommended for survey control.
 LH0192
 LH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0192.See file dsdata.pdf to determine how the superseded data were derived.
 LH0192
 LH0192_MARKER: V = STONE MONUMENT
 LH0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0192
 LH0192  HISTORY     - Date     Condition        Report By
 LH0192  HISTORY     - 1899     MONUMENTED       CGS
 LH0192  HISTORY     - 1934     GOOD             CGS
 LH0192
 LH0192                          STATION DESCRIPTION
 LH0192
 LH0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0192'AT SUPERIOR.
 LH0192'A CRYSTALLIZED LIMESTONE POST 3 FEET WEST OF SOUTH ENTRANCE TO
 LH0192'WAITING ROOM OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0192'STATION AT SUPERIOR, NUCKOLLS COUNTY, NEBRASKA.  54 FEET NORTH
 LH0192'CENTER LINE OF MAIN TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0133 ***********************************************************************
 MN0133  DESIGNATION -  B 10
 MN0133  PID         -  MN0133
 MN0133  STATE/COUNTY-  NE/MORRILL
 MN0133  COUNTRY     -  US
 MN0133  USGS QUAD   -  BRIDGEPORT (2017)
 MN0133
 MN0133                         *CURRENT SURVEY CONTROL
 MN0133  ______________________________________________________________________
 MN0133* NAD 83(1995) POSITION- 41 39 47.70638(N) 103 05 57.75990(W)   ADJUSTED
 MN0133* NAVD 88 ORTHO HEIGHT -  1118.237 (meters)     3668.75  (feet) ADJUSTED
 MN0133  ______________________________________________________________________
 MN0133  GEOID HEIGHT    -        -19.509 (meters)                     GEOID18
 MN0133  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 MN0133  DYNAMIC HEIGHT  -       1117.534 (meters)     3666.44  (feet) COMP
 MN0133  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 MN0133
 MN0133  HORZ ORDER      -  SECOND
 MN0133  VERT ORDER      -  FIRST     CLASS II
 MN0133
 MN0133.The horizontal coordinates were established by classical geodetic methods
 MN0133.and adjusted by the National Geodetic Survey in August 1997.
 MN0133
 MN0133.The orthometric height was determined by differential leveling and
 MN0133.adjusted by the NATIONAL GEODETIC SURVEY
 MN0133.in June 1991.
 MN0133
 MN0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0133.GEOID18 height accuracy estimate available here.
 MN0133
 MN0133.Click photographs - Photos may exist for this station.
 MN0133
 MN0133.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0133
 MN0133.The dynamic height is computed by dividing the NAVD 88
 MN0133.geopotential number by the normal gravity value computed on the
 MN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0133.degrees latitude (g = 980.6199 gals.).
 MN0133
 MN0133.The modeled gravity was interpolated from observed gravity values.
 MN0133
 MN0133. The following values were computed from the NAD 83(1995) position.
 MN0133
 MN0133;                    North         East     Units Scale Factor Converg.
 MN0133;SPC NE       -   207,792.251   242,007.211   MT  0.99966235   -2 03 14.2
 MN0133;SPC NE       -   681,731.74    793,985.32   sFT  0.99966235   -2 03 14.2
 MN0133;UTM  13      - 4,614,133.539   658,235.604   MT  0.99990813   +1 15 49.3
 MN0133
 MN0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0133!SPC NE       -   0.99982770  x   0.99966235  =   0.99949010
 MN0133!UTM  13      -   0.99982770  x   0.99990813  =   0.99973584
 MN0133
 MN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5823514133(NAD 83)
 MN0133
 MN0133                          SUPERSEDED SURVEY CONTROL
 MN0133
 MN0133  NAD 83(1993)-  41 39 47.70603(N)    103 05 57.75980(W) AD(       ) 2
 MN0133  NAD 83(1986)-  41 39 47.69935(N)    103 05 57.76275(W) AD(       ) 2
 MN0133  NAD 27      -  41 39 47.79460(N)    103 05 56.00780(W) AD(       ) 2
 MN0133  NGVD 29 (??/??/92) 1117.694  (m)         3666.97   (f) ADJ UNCH    1 2
 MN0133  NGVD 29            1117.69   (m)         3667.0    (f) LEVELING    3  
 MN0133
 MN0133.Superseded values are not recommended for survey control.
 MN0133
 MN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0133.See file dsdata.pdf to determine how the superseded data were derived.
 MN0133
 MN0133_MARKER: DB = BENCH MARK DISK
 MN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0133_STAMPING: B 10 1933 3666.968
 MN0133_MARK LOGO: CGS
 MN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0133+STABILITY: SURFACE MOTION
 MN0133
 MN0133  HISTORY     - Date     Condition        Report By
 MN0133  HISTORY     - 1933     MONUMENTED       CGS
 MN0133  HISTORY     - 1934     GOOD             CGS
 MN0133  HISTORY     - 1963     GOOD             CGS
 MN0133  HISTORY     - 1985     GOOD             NGS
 MN0133
 MN0133                          STATION DESCRIPTION
 MN0133
 MN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0133'AT BRIDGEPORT.
 MN0133'AT BRIDGEPORT, MORRILL COUNTY, AT THE MAIN STREET CROSSING OF
 MN0133'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 77 FEET WEST
 MN0133'OF THE SOUTHWEST CORNER OF THE STATION, 44 FEET EAST OF THE
 MN0133'CENTERLINE OF MAIN STREET, 38 FEET NORTH OF THE NORTH RAIL,
 MN0133'AND AT THE SOUTHWEST CORNER OF A PARK.  A STANDARD DISK, STAMPED
 MN0133'3666.968 B 10 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MN0133'3 INCHES ABOVE GROUND.
 MN0133
 MN0133                          STATION RECOVERY (1963)
 MN0133
 MN0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0133'LOCATED IN THE SOUTH PART OF BRIDGEPORT, ON THE WEST SIDE OF
 MN0133'STATE HIGHWAY 88 AND ON THE SOUTH SIDE OF THE CHICAGO, BURLINGTON
 MN0133'AND QUINCY RAILROAD TRACKS, ON STATE HIGHWAY PROPERTY.
 MN0133'
 MN0133'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 385, 26 AND STATE
 MN0133'HIGHWAY 88 AT THE SOUTH EDGE OF THE BUSINESS DISTRICT IN
 MN0133'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 88 FOR 0.05 MILE TO THE
 MN0133'STATION ON THE RIGHT AS DESCRIBED, JUST AFTER CROSSING DOUBLE
 MN0133'RAILROAD TRACKS.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH
 MN0133'ON STATE HIGHWAY 88 FOR 0.25 MILE TO THE AZIMUTH MARK AS
 MN0133'DESCRIBED, JUST AFTER CROSSING THIRD SET OF RAILROAD TRACKS.
 MN0133'
 MN0133'A COAST AND GEODETIC SURVEY BENCH MARK WAS USED AS REFERENCE
 MN0133'MARK NO. 2.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP
 MN0133'OF A 12-INCH SQUARE CONCRETE POST AND IS STAMPED B 10 1933
 MN0133'3666.968.  IT IS 71 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MN0133'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT, 41 FEET
 MN0133'EAST OF THE CENTER OF STATE HIGHWAY 88, 16.5 FEET NORTHEAST
 MN0133'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF RAILROAD TRACKS,
 MN0133'AND 2 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  THE
 MN0133'MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 MN0133
 MN0133                          STATION RECOVERY (1985)
 MN0133
 MN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0332 ***********************************************************************
 NP0332  DESIGNATION -  B 11
 NP0332  PID         -  NP0332
 NP0332  STATE/COUNTY-  NE/BOX BUTTE
 NP0332  COUNTRY     -  US
 NP0332  USGS QUAD   -  SCHOOL NUMBER 7 (2017)
 NP0332
 NP0332                         *CURRENT SURVEY CONTROL
 NP0332  ______________________________________________________________________
 NP0332* NAD 83(1986) POSITION- 42 14 56.18   (N) 103 00 23.29   (W)   HD_HELD1
 NP0332* NAVD 88 ORTHO HEIGHT -  1272.852 (meters)     4176.02  (feet) ADJUSTED
 NP0332  ______________________________________________________________________
 NP0332  GEOID HEIGHT    -        -18.400 (meters)                     GEOID18
 NP0332  DYNAMIC HEIGHT  -       1272.108 (meters)     4173.57  (feet) COMP
 NP0332  MODELED GRAVITY -    979,993.1   (mgal)                       NAVD 88
 NP0332
 NP0332  VERT ORDER      -  FIRST     CLASS II
 NP0332
 NP0332.The horizontal coordinates were determined by differentially corrected
 NP0332.hand held GPS observations or other comparable positioning techniques
 NP0332.and have an estimated accuracy of +/- 3 meters.
 NP0332
 NP0332.The orthometric height was determined by differential leveling and
 NP0332.adjusted by the NATIONAL GEODETIC SURVEY
 NP0332.in June 1991.
 NP0332
 NP0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0332.GEOID18 height accuracy estimate available here.
 NP0332
 NP0332.Click photographs - Photos may exist for this station.
 NP0332
 NP0332.The dynamic height is computed by dividing the NAVD 88
 NP0332.geopotential number by the normal gravity value computed on the
 NP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0332.degrees latitude (g = 980.6199 gals.).
 NP0332
 NP0332.The modeled gravity was interpolated from observed gravity values.
 NP0332
 NP0332;                    North         East    Units  Estimated Accuracy
 NP0332;SPC NE       -   272,513.6     251,998.8     MT  (+/- 3 meters HH1 GPS) 
 NP0332
 NP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6445779340(NAD 83)
 NP0332
 NP0332                          SUPERSEDED SURVEY CONTROL
 NP0332
 NP0332  NGVD 29 (??/??/92) 1272.251  (m)         4174.04   (f) ADJ UNCH    1 2
 NP0332
 NP0332.Superseded values are not recommended for survey control.
 NP0332
 NP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0332.See file dsdata.pdf to determine how the superseded data were derived.
 NP0332
 NP0332_MARKER: DB = BENCH MARK DISK
 NP0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0332_STAMPING: B 11 1933 4173.597
 NP0332_MARK LOGO: CGS
 NP0332_PROJECTION: RECESSED 12 CENTIMETERS
 NP0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0332+STABILITY: SURFACE MOTION
 NP0332
 NP0332  HISTORY     - Date     Condition        Report By
 NP0332  HISTORY     - 1933     MONUMENTED       CGS
 NP0332  HISTORY     - 1956     GOOD             CGS
 NP0332  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0332
 NP0332                          STATION DESCRIPTION
 NP0332
 NP0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0332'6.2 MI SE FROM HEMINGFORD.
 NP0332'6.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0332'RAILROAD FROM THE STATION AT HEMINGFORD, 21 POLES SOUTHEAST OF
 NP0332'MILEPOST 379, AT A ROAD CROSSING, 43.4 FEET NORTHEAST OF THE
 NP0332'NORTHEAST RAIL, 36 FEET NORTH OF THE CENTER LINE OF A ROAD,
 NP0332'35.5 FEET SOUTHEAST OF A TELEPHONE POLE, 3.6 FEET SOUTHWEST OF
 NP0332'A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 NP0332'A CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND,
 NP0332'IN SECTION 2, TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0332
 NP0332                          STATION RECOVERY (1985)
 NP0332
 NP0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0332'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0745 ***********************************************************************
 ML0745  DESIGNATION -  B 116
 ML0745  PID         -  ML0745
 ML0745  STATE/COUNTY-  NE/CUSTER
 ML0745  COUNTRY     -  US
 ML0745  USGS QUAD   -  BROKEN BOW NE (2017)
 ML0745
 ML0745                         *CURRENT SURVEY CONTROL
 ML0745  ______________________________________________________________________
 ML0745* NAD 83(1986) POSITION- 41 22 57.     (N) 099 35 37.     (W)   SCALED
 ML0745* NAVD 88 ORTHO HEIGHT -   742.884 (meters)     2437.28  (feet) ADJUSTED
 ML0745  ______________________________________________________________________
 ML0745  GEOID HEIGHT    -        -22.781 (meters)                     GEOID18
 ML0745  DYNAMIC HEIGHT  -        742.501 (meters)     2436.02  (feet) COMP
 ML0745  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 ML0745
 ML0745  VERT ORDER      -  SECOND    CLASS 0
 ML0745
 ML0745.The horizontal coordinates were scaled from a map and have
 ML0745.an estimated accuracy of +/- 6 seconds.
 ML0745
 ML0745.The orthometric height was determined by differential leveling and
 ML0745.adjusted by the NATIONAL GEODETIC SURVEY
 ML0745.in June 1991.
 ML0745
 ML0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0745.GEOID18 height accuracy estimate available here.
 ML0745
 ML0745.Click photographs - Photos may exist for this station.
 ML0745
 ML0745.The dynamic height is computed by dividing the NAVD 88
 ML0745.geopotential number by the normal gravity value computed on the
 ML0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0745.degrees latitude (g = 980.6199 gals.).
 ML0745
 ML0745.The modeled gravity was interpolated from observed gravity values.
 ML0745
 ML0745;                    North         East    Units  Estimated Accuracy
 ML0745;SPC NE       -   172,080.      533,980.      MT  (+/- 180 meters Scaled)
 ML0745
 ML0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML503813(NAD 83)
 ML0745
 ML0745                          SUPERSEDED SURVEY CONTROL
 ML0745
 ML0745  NGVD 29 (??/??/92)  742.650  (m)         2436.51   (f) ADJ UNCH    2 0
 ML0745
 ML0745.Superseded values are not recommended for survey control.
 ML0745
 ML0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0745.See file dsdata.pdf to determine how the superseded data were derived.
 ML0745
 ML0745_MARKER: DB = BENCH MARK DISK
 ML0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0745_STAMPING: B 116 1934
 ML0745_MARK LOGO: CGS
 ML0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0745+STABILITY: SURFACE MOTION
 ML0745
 ML0745  HISTORY     - Date     Condition        Report By
 ML0745  HISTORY     - 1934     MONUMENTED       CGS
 ML0745  HISTORY     - 1949     GOOD             CGS
 ML0745  HISTORY     - 1984     MARK NOT FOUND   NGS
 ML0745
 ML0745                          STATION DESCRIPTION
 ML0745
 ML0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0745'3.3 MI SE FROM BROKEN BOW.
 ML0745'3.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0745'RAILROAD FROM THE STATION AT BROKEN BOW, CUSTER COUNTY, 60 FEET
 ML0745'NORTH OF MILEPOST 173, 57 FEET SOUTH OF A TIMBER BRIDGE OVER A
 ML0745'RAVINE, AND 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 ML0745'A STANDARD DISK, STAMPED B 116 1934 AND SET IN THE TOP OF A
 ML0745'CONCRETE POST.
 ML0745
 ML0745                          STATION RECOVERY (1984)
 ML0745
 ML0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0745'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0357 ***********************************************************************
 ML0357  DESIGNATION -  B 117
 ML0357  PID         -  ML0357
 ML0357  STATE/COUNTY-  NE/SHERMAN
 ML0357  COUNTRY     -  US
 ML0357  USGS QUAD   -  ASHTON (2017)
 ML0357
 ML0357                         *CURRENT SURVEY CONTROL
 ML0357  ______________________________________________________________________
 ML0357* NAD 83(1986) POSITION- 41 14 07.     (N) 098 45 19.     (W)   SCALED
 ML0357* NAVD 88 ORTHO HEIGHT -   619.816 (meters)     2033.51  (feet) ADJUSTED
 ML0357  ______________________________________________________________________
 ML0357  GEOID HEIGHT    -        -24.245 (meters)                     GEOID18
 ML0357  DYNAMIC HEIGHT  -        619.497 (meters)     2032.47  (feet) COMP
 ML0357  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 ML0357
 ML0357  VERT ORDER      -  SECOND    CLASS 0
 ML0357
 ML0357.The horizontal coordinates were scaled from a map and have
 ML0357.an estimated accuracy of +/- 6 seconds.
 ML0357
 ML0357.The orthometric height was determined by differential leveling and
 ML0357.adjusted by the NATIONAL GEODETIC SURVEY
 ML0357.in June 1991.
 ML0357
 ML0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0357.GEOID18 height accuracy estimate available here.
 ML0357
 ML0357.Click photographs - Photos may exist for this station.
 ML0357
 ML0357.The dynamic height is computed by dividing the NAVD 88
 ML0357.geopotential number by the normal gravity value computed on the
 ML0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0357.degrees latitude (g = 980.6199 gals.).
 ML0357
 ML0357.The modeled gravity was interpolated from observed gravity values.
 ML0357
 ML0357;                    North         East    Units  Estimated Accuracy
 ML0357;SPC NE       -   156,400.      604,310.      MT  (+/- 180 meters Scaled)
 ML0357
 ML0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL205649(NAD 83)
 ML0357
 ML0357                          SUPERSEDED SURVEY CONTROL
 ML0357
 ML0357  NGVD 29 (??/??/92)  619.569  (m)         2032.70   (f) ADJ UNCH    2 0
 ML0357
 ML0357.Superseded values are not recommended for survey control.
 ML0357
 ML0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0357.See file dsdata.pdf to determine how the superseded data were derived.
 ML0357
 ML0357_MARKER: DB = BENCH MARK DISK
 ML0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0357_STAMPING: B 117 1935
 ML0357_MARK LOGO: CGS
 ML0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0357+STABILITY: SURFACE MOTION
 ML0357
 ML0357  HISTORY     - Date     Condition        Report By
 ML0357  HISTORY     - 1935     MONUMENTED       CGS
 ML0357  HISTORY     - 1959     GOOD             CGS
 ML0357  HISTORY     - 1979     GOOD             LOCENG
 ML0357
 ML0357                          STATION DESCRIPTION
 ML0357
 ML0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ML0357'2.2 MI SE FROM ASHTON.
 ML0357'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0357'RAILROAD FROM THE STATION AT ASHTON, SHERMAN COUNTY, 63.8 FEET
 ML0357'SOUTHEAST OF CULVERT 26.62, 52 FEET SOUTH OF THE CENTER OF A
 ML0357'ROAD CROSSING, 49.8 FEET NORTHEAST OF THE CENTERLINE OF STATE
 ML0357'HIGHWAY 92, AND 38.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0357'MAIN TRACK.  A STANDARD DISK, STAMPED B 117 1935 AND SET IN THE
 ML0357'TOP OF A CONCRETE POST.
 ML0357
 ML0357                          STATION RECOVERY (1979)
 ML0357
 ML0357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ML0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0167 ***********************************************************************
 ML0167  DESIGNATION -  B 118
 ML0167  PID         -  ML0167
 ML0167  STATE/COUNTY-  NE/GREELEY
 ML0167  COUNTRY     -  US
 ML0167  USGS QUAD   -  WOLBACH (2017)
 ML0167
 ML0167                         *CURRENT SURVEY CONTROL
 ML0167  ______________________________________________________________________
 ML0167* NAD 83(1986) POSITION- 41 23 39.     (N) 098 26 55.     (W)   SCALED
 ML0167* NAVD 88 ORTHO HEIGHT -   599.679 (meters)     1967.45  (feet) ADJUSTED
 ML0167  ______________________________________________________________________
 ML0167  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 ML0167  DYNAMIC HEIGHT  -        599.383 (meters)     1966.48  (feet) COMP
 ML0167  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 ML0167
 ML0167  VERT ORDER      -  SECOND    CLASS 0
 ML0167
 ML0167.The horizontal coordinates were scaled from a map and have
 ML0167.an estimated accuracy of +/- 6 seconds.
 ML0167
 ML0167.The orthometric height was determined by differential leveling and
 ML0167.adjusted by the NATIONAL GEODETIC SURVEY
 ML0167.in June 1991.
 ML0167
 ML0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0167.GEOID18 height accuracy estimate available here.
 ML0167
 ML0167.Click photographs - Photos may exist for this station.
 ML0167
 ML0167.The dynamic height is computed by dividing the NAVD 88
 ML0167.geopotential number by the normal gravity value computed on the
 ML0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0167.degrees latitude (g = 980.6199 gals.).
 ML0167
 ML0167.The modeled gravity was interpolated from observed gravity values.
 ML0167
 ML0167;                    North         East    Units  Estimated Accuracy
 ML0167;SPC NE       -   174,460.      629,700.      MT  (+/- 180 meters Scaled)
 ML0167
 ML0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460826(NAD 83)
 ML0167
 ML0167                          SUPERSEDED SURVEY CONTROL
 ML0167
 ML0167  NGVD 29 (??/??/92)  599.435  (m)         1966.65   (f) ADJ UNCH    2 0
 ML0167
 ML0167.Superseded values are not recommended for survey control.
 ML0167
 ML0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0167.See file dsdata.pdf to determine how the superseded data were derived.
 ML0167
 ML0167_MARKER: DB = BENCH MARK DISK
 ML0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0167_STAMPING: B 118 1935
 ML0167_MARK LOGO: CGS
 ML0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0167+STABILITY: SURFACE MOTION
 ML0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0167+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1998
 ML0167
 ML0167  HISTORY     - Date     Condition        Report By
 ML0167  HISTORY     - 1935     MONUMENTED       CGS
 ML0167  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0167  HISTORY     - 19980818 GOOD             NEDR
 ML0167  HISTORY     - 20100601 POOR             NEGS
 ML0167
 ML0167                          STATION DESCRIPTION
 ML0167
 ML0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0167'12.4 MI N FROM ST PAUL.
 ML0167'12.45 MILES NORTH OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 281
 ML0167'BETWEEN ST. PAUL AND SPALDING, AT THE NORTHWEST CORNER OF A
 ML0167'LARGE TRIANGULAR INTERSECTION, NORTH OF WHERE BOTH HIGHWAY AND
 ML0167'CROSS ROAD HAVE FILL, 68.2 FEET NORTH OF THE CENTER LINE OF CROSS
 ML0167'ROAD WHICH IS THE COUNTY LINE, 38.4 FEET EAST OF THE CENTER LINE
 ML0167'OF HIGHWAY, 3 FEET EAST OF THE RIGHT OF WAY FENCE.
 ML0167
 ML0167                          STATION RECOVERY (1951)
 ML0167
 ML0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0167'MARK NOT FOUND.
 ML0167
 ML0167                          STATION RECOVERY (1998)
 ML0167
 ML0167'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0167'RECOVERED IN GOOD CONDITION, 0.65 MI (1.05 KM) EAST ALONG STATE
 ML0167'HIGHWAY 22 FROM ITS JUNCTION WITH U.S.  HIGHWAY 281, ABOUT 3 MILES
 ML0167'(4.8 KM) EAST OF WOLBACH, ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY, IN
 ML0167'THE SE1//4 OF THE SW1/4, SEC35, T17N, R10W.  MARK IS A STANDARD DISK
 ML0167'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 CM
 ML0167'ABOVE THE GROUND SURFACE.  IT IS 22.20 M (72.83 FT) WEST OF THE
 ML0167'CENTERLINE OF THE WEST FORK OF A COUNTY ROAD, WHICH WAS THE OLD
 ML0167'HIGHWAY, 21.75 M (71.36 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ML0167'23.29 M (76.41 FT) NORTHWEST OF A NAIL IN THE TOP GUARD POST BY A STOP
 ML0167'SIGN ISLAND, 12.44O M EAST-SOUTHEAST OF A UTILITY POLE AND 0.68 M
 ML0167'(2.23 FT) SOUTH OF A WITNESS POST AND THE NORTH RIGHT-OF-WAY FENCE.
 ML0167
 ML0167                          STATION RECOVERY (2010)
 ML0167
 ML0167'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0167'BENCH MARK WAS FOUND LEANING NORTH
 ML0167'NOT SUITABLE FOR ELEVATION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1097 ***********************************************************************
 LF1097  DESIGNATION -  B 12
 LF1097  PID         -  LF1097
 LF1097  STATE/COUNTY-  NE/OTOE
 LF1097  COUNTRY     -  US
 LF1097  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1097
 LF1097                         *CURRENT SURVEY CONTROL
 LF1097  ______________________________________________________________________
 LF1097* NAD 83(1986) POSITION- 40 40 13.59   (N) 095 51 08.76   (W)   HD_HELD1
 LF1097* NAVD 88 ORTHO HEIGHT -   295.241 (meters)      968.64  (feet) ADJUSTED
 LF1097  ______________________________________________________________________
 LF1097  GEOID HEIGHT    -        -29.226 (meters)                     GEOID18
 LF1097  DYNAMIC HEIGHT  -        295.085 (meters)      968.12  (feet) COMP
 LF1097  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 LF1097
 LF1097  VERT ORDER      -  FIRST     CLASS II
 LF1097
 LF1097.The horizontal coordinates were determined by differentially corrected
 LF1097.hand held GPS observations or other comparable positioning techniques
 LF1097.and have an estimated accuracy of +/- 3 meters.
 LF1097
 LF1097.The orthometric height was determined by differential leveling and
 LF1097.adjusted by the NATIONAL GEODETIC SURVEY
 LF1097.in May 1993.
 LF1097
 LF1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1097.GEOID18 height accuracy estimate available here.
 LF1097
 LF1097.Click photographs - Photos may exist for this station.
 LF1097
 LF1097.The dynamic height is computed by dividing the NAVD 88
 LF1097.geopotential number by the normal gravity value computed on the
 LF1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1097.degrees latitude (g = 980.6199 gals.).
 LF1097
 LF1097.The modeled gravity was interpolated from observed gravity values.
 LF1097
 LF1097;                    North         East    Units  Estimated Accuracy
 LF1097;SPC NE       -   101,351.2     850,471.4     MT  (+/- 3 meters HH1 GPS) 
 LF1097
 LF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5889906086(NAD 83)
 LF1097
 LF1097                          SUPERSEDED SURVEY CONTROL
 LF1097
 LF1097  NAVD 88 (06/15/91)  295.215  (m)          968.55   (f) SUPERSEDED  1 2
 LF1097  NGVD 29 (??/??/92)  295.109  (m)          968.20   (f) ADJ UNCH    1 2
 LF1097
 LF1097.Superseded values are not recommended for survey control.
 LF1097
 LF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1097.See file dsdata.pdf to determine how the superseded data were derived.
 LF1097
 LF1097_MARKER: DB = BENCH MARK DISK
 LF1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1097_STAMPING: B 12 1933 967.682
 LF1097_MARK LOGO: CGS
 LF1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1097+STABILITY: SURFACE MOTION
 LF1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1097+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2017
 LF1097
 LF1097  HISTORY     - Date     Condition        Report By
 LF1097  HISTORY     - 1933     MONUMENTED       CGS
 LF1097  HISTORY     - 1934     GOOD             CGS
 LF1097  HISTORY     - 19911023 GOOD             NGS
 LF1097  HISTORY     - 20040405 GOOD             NEDR
 LF1097  HISTORY     - 20090629 GOOD             GEOCAC
 LF1097  HISTORY     - 20170302 GOOD             GEOCAC
 LF1097
 LF1097                          STATION DESCRIPTION
 LF1097
 LF1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF1097'AT NEBRASKA CITY.
 LF1097'AT NEBRASKA CITY, OTOE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF1097'QUINCY RAILROAD, 22 FEET EAST OF THE EAST END OF THE STATION,
 LF1097'40 FEET NORTH OF THE NORTH FACE, 103 FEET NORTH OF THE
 LF1097'CENTERLINE OF THE MAIN TRACK, IN THE STATION PARK, 68 FEET NORTH
 LF1097'OF A LARGE ROUGH-GRANITE MONUMENT, 1 FOOT EAST OF A BRICK WALL,
 LF1097'AND 1 FOOT EAST OF THE WEST IRON FENCE OF THE PARK.  A STANDARD
 LF1097'DISK, STAMPED 967.682 B 12 1933 AND SET IN THE TOP OF A CONCRETE
 LF1097'POST PROJECTING 4 INCHES ABOVE GROUND.
 LF1097
 LF1097                          STATION RECOVERY (1991)
 LF1097
 LF1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1097'IN NEBRASKA CITY, AT THE INTERSECTION OF 7TH CORSO AND 6TH STREET,
 LF1097'14.8 M (48.6 FT) EAST OF AND LEVEL WITH THE CENTER OF THE STREET,
 LF1097'14.0 M (45.9 FT) NORTH OF THE NORTH CORNER OF THE RAILROAD STATION
 LF1097'(ABANDONED), 5.0 M (16.4 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 LF1097'CABLE, 4.6 M (15.1 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 4.0 M
 LF1097'(13.1 FT) NORTH-NORTHWEST OF THE CENTER OF A MANHOLE COVER, 1.0 M
 LF1097'(3.3 FT) NORTH OF THE EXTENDED CENTER OF THE CORSO, 0.3 M (1.0 FT)
 LF1097'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LF1097'ABOVE THE GROUND SURFACE.
 LF1097
 LF1097                          STATION RECOVERY (2004)
 LF1097
 LF1097'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF1097'MARK HAS BEEN HIT BY A MOWER
 LF1097
 LF1097                          STATION RECOVERY (2009)
 LF1097
 LF1097'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF1097'RECOVERED IN GOOD CONDITION.
 LF1097
 LF1097                          STATION RECOVERY (2017)
 LF1097
 LF1097'RECOVERY NOTE BY GEOCACHING 2017 (EAL)
 LF1097'VERY EASY TO FIND.  MY GPS UNIT MEASURED LOCATION TO 0.001 ARC-MINUTE
 LF1097'OF PUBLISHED COORDINATES (ABOUT UNCERTAINTY CAPABILITIES OF MY UNIT).
 LF1097'SURVEY MARKER STILL THERE, BUT DID NOT CONFIRM DISTANCES TO OTHER
 LF1097'REFERENCE MARKERS.
 LF1097'
 LF1097'GEOCACHER ASTROMETRIC.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0543 ***********************************************************************
 ML0543  DESIGNATION -  B 121
 ML0543  PID         -  ML0543
 ML0543  STATE/COUNTY-  NE/WHEELER
 ML0543  COUNTRY     -  US
 ML0543  USGS QUAD   -  BARTLETT SE (2017)
 ML0543
 ML0543                         *CURRENT SURVEY CONTROL
 ML0543  ______________________________________________________________________
 ML0543* NAD 83(1986) POSITION- 41 52 09.     (N) 098 30 33.     (W)   SCALED
 ML0543* NAVD 88 ORTHO HEIGHT -   659.849 (meters)     2164.85  (feet) ADJUSTED
 ML0543  ______________________________________________________________________
 ML0543  GEOID HEIGHT    -        -24.196 (meters)                     GEOID18
 ML0543  DYNAMIC HEIGHT  -        659.550 (meters)     2163.87  (feet) COMP
 ML0543  MODELED GRAVITY -    980,147.6   (mgal)                       NAVD 88
 ML0543
 ML0543  VERT ORDER      -  SECOND    CLASS 0
 ML0543
 ML0543.The horizontal coordinates were scaled from a map and have
 ML0543.an estimated accuracy of +/- 6 seconds.
 ML0543
 ML0543.The orthometric height was determined by differential leveling and
 ML0543.adjusted by the NATIONAL GEODETIC SURVEY
 ML0543.in June 1991.
 ML0543
 ML0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0543.GEOID18 height accuracy estimate available here.
 ML0543
 ML0543.Click photographs - Photos may exist for this station.
 ML0543
 ML0543.The dynamic height is computed by dividing the NAVD 88
 ML0543.geopotential number by the normal gravity value computed on the
 ML0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0543.degrees latitude (g = 980.6199 gals.).
 ML0543
 ML0543.The modeled gravity was interpolated from observed gravity values.
 ML0543
 ML0543;                    North         East    Units  Estimated Accuracy
 ML0543;SPC NE       -   227,100.      623,720.      MT  (+/- 180 meters Scaled)
 ML0543
 ML0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM407353(NAD 83)
 ML0543
 ML0543                          SUPERSEDED SURVEY CONTROL
 ML0543
 ML0543  NGVD 29 (??/??/92)  659.627  (m)         2164.13   (f) ADJ UNCH    2 0
 ML0543
 ML0543.Superseded values are not recommended for survey control.
 ML0543
 ML0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0543.See file dsdata.pdf to determine how the superseded data were derived.
 ML0543
 ML0543_MARKER: DB = BENCH MARK DISK
 ML0543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0543_STAMPING: B 121 1935
 ML0543_MARK LOGO: CGS
 ML0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0543
 ML0543  HISTORY     - Date     Condition        Report By
 ML0543  HISTORY     - 1935     MONUMENTED       CGS
 ML0543  HISTORY     - 1938     GOOD             CGS
 ML0543  HISTORY     - 19950607 POOR             NGS
 ML0543
 ML0543                          STATION DESCRIPTION
 ML0543
 ML0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0543'3.2 MI SE FROM BARTLETT.
 ML0543'3.2 MILES SOUTHEAST OF THE COURT HOUSE AT BARTLETT, ALONG U.S.
 ML0543'HIGHWAY NO. 281 BETWEEN BARTLETT AND SPALDING, 300 FEET SOUTHWEST
 ML0543'OF A GROUP OF TREES, 275 FEET SOUTH OF THE SOUTH END OF A CURVE
 ML0543'IN THE HIGHWAY, 33 FEET EAST OF THE CENTER OF THE HIGHWAY, 2.0
 ML0543'FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL
 ML0543'IN A PRECAST CONCRETE POST.
 ML0543
 ML0543                          STATION RECOVERY (1995)
 ML0543
 ML0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0543'MARK WAS FOUND IN POOR CONDITION - LOOSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0376 ***********************************************************************
 ML0376  DESIGNATION -  B 122
 ML0376  PID         -  ML0376
 ML0376  STATE/COUNTY-  NE/SHERMAN
 ML0376  COUNTRY     -  US
 ML0376  USGS QUAD   -  ASHTON (2017)
 ML0376
 ML0376                         *CURRENT SURVEY CONTROL
 ML0376  ______________________________________________________________________
 ML0376* NAD 83(1986) POSITION- 41 07 47.     (N) 098 50 52.     (W)   SCALED
 ML0376* NAVD 88 ORTHO HEIGHT -   604.781 (meters)     1984.19  (feet) ADJUSTED
 ML0376  ______________________________________________________________________
 ML0376  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 ML0376  DYNAMIC HEIGHT  -        604.470 (meters)     1983.17  (feet) COMP
 ML0376  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 ML0376
 ML0376  VERT ORDER      -  SECOND    CLASS 0
 ML0376
 ML0376.The horizontal coordinates were scaled from a map and have
 ML0376.an estimated accuracy of +/- 6 seconds.
 ML0376
 ML0376.The orthometric height was determined by differential leveling and
 ML0376.adjusted by the NATIONAL GEODETIC SURVEY
 ML0376.in June 1991.
 ML0376
 ML0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0376.GEOID18 height accuracy estimate available here.
 ML0376
 ML0376.Click photographs - Photos may exist for this station.
 ML0376
 ML0376.The dynamic height is computed by dividing the NAVD 88
 ML0376.geopotential number by the normal gravity value computed on the
 ML0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0376.degrees latitude (g = 980.6199 gals.).
 ML0376
 ML0376.The modeled gravity was interpolated from observed gravity values.
 ML0376
 ML0376;                    North         East    Units  Estimated Accuracy
 ML0376;SPC NE       -   144,580.      596,720.      MT  (+/- 180 meters Scaled)
 ML0376
 ML0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL127531(NAD 83)
 ML0376
 ML0376                          SUPERSEDED SURVEY CONTROL
 ML0376
 ML0376  NGVD 29 (??/??/92)  604.539  (m)         1983.39   (f) ADJ UNCH    2 0
 ML0376
 ML0376.Superseded values are not recommended for survey control.
 ML0376
 ML0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0376.See file dsdata.pdf to determine how the superseded data were derived.
 ML0376
 ML0376_MARKER: DB = BENCH MARK DISK
 ML0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0376_STAMPING: B 122 1935
 ML0376_MARK LOGO: CGS
 ML0376_PROJECTION: PROJECTING 6 CENTIMETERS
 ML0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0376+STABILITY: SURFACE MOTION
 ML0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0376+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 ML0376
 ML0376  HISTORY     - Date     Condition        Report By
 ML0376  HISTORY     - 1935     MONUMENTED       CGS
 ML0376  HISTORY     - 1949     GOOD             CGS
 ML0376  HISTORY     - 1985     GOOD             NGS
 ML0376  HISTORY     - 20221012 GOOD             NEGS
 ML0376
 ML0376                          STATION DESCRIPTION
 ML0376
 ML0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0376'1.1 MI NW FROM ROCKVILLE.
 ML0376'1.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0376'CROSSING OF THE UNION PACIFIC RAILROAD AND STATE HIGHWAY NO. 68
 ML0376'AT ROCKVILLE, 8 RAILS SOUTHEAST OF MILEPOST NO. 27, 130 FEET
 ML0376'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY NO. 58, 45 FEET
 ML0376'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 44.3 FEET NORTHWEST
 ML0376'OF A 3-WAY CORNER FENCE POST, 1.9 FEET NORTHEAST OF A FENCE,
 ML0376'1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0376'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0376
 ML0376                          STATION RECOVERY (1985)
 ML0376
 ML0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0376'0.24 KM (0.15 MI) NORTH ALONG MAIN STREET, FROM THE POST OFFICE IN
 ML0376'ROCKVILLE, THENCE 1.77 KM (1.1 MI) LEFT AND NORTHWEST ALONG STATE
 ML0376'HIGHWAY 58 TO THE MARK ON THE LEFT, ABOUT 76 M (250 FT) SOUTHWEST OF
 ML0376'THE HIGHWAY, 13.4 M (44 FT) NORTHWEST FROM A BRACED, CONCRETE FENCE
 ML0376'POST, 2.0 (0.61 MI) NORTHEAST FROM A FENCE, 0.3 M (1.0 FT) SOUTHEAST
 ML0376'FROM A WITNESS POST.
 ML0376
 ML0376                          STATION RECOVERY (2022)
 ML0376
 ML0376'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 ML0376'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 68 AND NE. HIGHWAY 58
 ML0376'SOUTHEAST OF ROCKVILLE, NE., GO NORTHWEST ON NE. HIGHWAY 58
 ML0376'APPROXIMATELY 1.41 MI (2.27 KM) TO MILE POST 28.70 AND THE MARK ON THE
 ML0376'SOUTHWEST SIDE OF NE. HIGHWAY 58.  THE MARK IS 44 FT (13.4 M)
 ML0376'NORTHWEST OF A BRACED CONCRETE FENCE POST, 1.0 FT (0.3 M) SOUTHEAST OF
 ML0376'A FIBERGLASS WITNESS POST, 0.61 FT (19 CM) NORTHEAST OF A FENCE AND
 ML0376'APPROXIMATELY 260 FT (79.2 M) SOUTHWEST OF THE CENTERLINE OF NE.
 ML0376'HIGHWAY.  58.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0230 ***********************************************************************
 NN0230  DESIGNATION -  B 123 RESET
 NN0230  PID         -  NN0230
 NN0230  STATE/COUNTY-  NE/HOLT
 NN0230  COUNTRY     -  US
 NN0230  USGS QUAD   -  O'NEILL SW (2017)
 NN0230
 NN0230                         *CURRENT SURVEY CONTROL
 NN0230  ______________________________________________________________________
 NN0230* NAD 83(1986) POSITION- 42 18 48.     (N) 098 39 06.     (W)   SCALED
 NN0230* NAVD 88 ORTHO HEIGHT -   624.39  (meters)     2048.5   (feet) RESET
 NN0230  ______________________________________________________________________
 NN0230  GEOID HEIGHT    -        -24.141 (meters)                     GEOID18
 NN0230  VERT ORDER      -  THIRD
 NN0230
 NN0230.The horizontal coordinates were scaled from a map and have
 NN0230.an estimated accuracy of +/- 6 seconds.
 NN0230
 NN0230.The orthometric height was computed from unverified reset data.
 NN0230
 NN0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0230.GEOID18 height accuracy estimate available here.
 NN0230
 NN0230.Click photographs - Photos may exist for this station.
 NN0230
 NN0230;                    North         East    Units  Estimated Accuracy
 NN0230;SPC NE       -   276,220.      611,130.      MT  (+/- 180 meters Scaled)
 NN0230
 NN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287846(NAD 83)
 NN0230
 NN0230                          SUPERSEDED SURVEY CONTROL
 NN0230
 NN0230  NGVD 29 (??/??/??)  624.17   (m)         2047.8    (f) RESET       3  
 NN0230
 NN0230.Superseded values are not recommended for survey control.
 NN0230
 NN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0230.See file dsdata.pdf to determine how the superseded data were derived.
 NN0230
 NN0230_MARKER: DB = BENCH MARK DISK
 NN0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0230_STAMPING: B 123 RESET 1964 1935
 NN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0230+STABILITY: SURFACE MOTION
 NN0230
 NN0230  HISTORY     - Date     Condition        Report By
 NN0230  HISTORY     - 1964     MONUMENTED       CGS
 NN0230
 NN0230                          STATION DESCRIPTION
 NN0230
 NN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0230'10 MI S FROM O NEILL.
 NN0230'10.0 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 NN0230'U.S. HIGHWAY 281, 275, AND 20 IN O NEILL, HOLT COUNTY, 2.2 MILES
 NN0230'NORTH OF BENCH MARK A 123 RESET, 185 FEET SOUTH OF A POWER
 NN0230'POLE, 93 FEET WEST OF THE CENTERLINE OF NEW U.S. HIGHWAY 281,
 NN0230'34 FEET WEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 281, 2 FEET
 NN0230'NORTH-NORTHEAST OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST
 NN0230'OF FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 NN0230'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0262 ***********************************************************************
 ML0262  DESIGNATION -  B 125
 ML0262  PID         -  ML0262
 ML0262  STATE/COUNTY-  NE/HOWARD
 ML0262  COUNTRY     -  US
 ML0262  USGS QUAD   -  WOLBACH SW (2017)
 ML0262
 ML0262                         *CURRENT SURVEY CONTROL
 ML0262  ______________________________________________________________________
 ML0262* NAD 83(1986) POSITION- 41 15 31.     (N) 098 28 45.     (W)   SCALED
 ML0262* NAVD 88 ORTHO HEIGHT -   544.195 (meters)     1785.41  (feet) ADJUSTED
 ML0262  ______________________________________________________________________
 ML0262  GEOID HEIGHT    -        -24.581 (meters)                     GEOID18
 ML0262  DYNAMIC HEIGHT  -        543.926 (meters)     1784.53  (feet) COMP
 ML0262  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 ML0262
 ML0262  VERT ORDER      -  SECOND    CLASS 0
 ML0262
 ML0262.The horizontal coordinates were scaled from a map and have
 ML0262.an estimated accuracy of +/- 6 seconds.
 ML0262
 ML0262.The orthometric height was determined by differential leveling and
 ML0262.adjusted by the NATIONAL GEODETIC SURVEY
 ML0262.in June 1991.
 ML0262
 ML0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0262.GEOID18 height accuracy estimate available here.
 ML0262
 ML0262.Click photographs - Photos may exist for this station.
 ML0262
 ML0262.The dynamic height is computed by dividing the NAVD 88
 ML0262.geopotential number by the normal gravity value computed on the
 ML0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0262.degrees latitude (g = 980.6199 gals.).
 ML0262
 ML0262.The modeled gravity was interpolated from observed gravity values.
 ML0262
 ML0262;                    North         East    Units  Estimated Accuracy
 ML0262;SPC NE       -   159,360.      627,410.      MT  (+/- 180 meters Scaled)
 ML0262
 ML0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL436675(NAD 83)
 ML0262
 ML0262                          SUPERSEDED SURVEY CONTROL
 ML0262
 ML0262  NGVD 29 (??/??/92)  543.956  (m)         1784.63   (f) ADJ UNCH    2 0
 ML0262
 ML0262.Superseded values are not recommended for survey control.
 ML0262
 ML0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0262.See file dsdata.pdf to determine how the superseded data were derived.
 ML0262
 ML0262_MARKER: DB = BENCH MARK DISK
 ML0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0262_STAMPING: B-125 1935
 ML0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0262+STABILITY: SURFACE MOTION
 ML0262
 ML0262  HISTORY     - Date     Condition        Report By
 ML0262  HISTORY     - 1935     MONUMENTED       CGS
 ML0262
 ML0262                          STATION DESCRIPTION
 ML0262
 ML0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0262'3.8 MI N FROM ST PAUL.
 ML0262'3.8 MILES NORTH OF THE UNION PACIFIC STATION BY RAIL.  ALONG
 ML0262'THE UNION PACIFIC RAILROAD BETWEEN ST. PAUL AND ORD, NEAR
 ML0262'ROAD CROSSING, 0.7 MILE NORTHWEST OF MILEPOST 25, AT THE CORNER
 ML0262'OF RAILROAD RIGHT OF WAY FENCE, 61.3 FEET SOUTHWEST OF THE
 ML0262'CENTER OF CROSSING, 48.9 FEET WEST OF THE WEST RAIL, AND 21.2
 ML0262'FEET SOUTH OF THE CENTER LINE OF UNIMPROVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0257 ***********************************************************************
 NN0257  DESIGNATION -  B 127
 NN0257  PID         -  NN0257
 NN0257  STATE/COUNTY-  NE/HOLT
 NN0257  COUNTRY     -  US
 NN0257  USGS QUAD   -  EMMET NW (2017)
 NN0257
 NN0257                         *CURRENT SURVEY CONTROL
 NN0257  ______________________________________________________________________
 NN0257* NAD 83(1986) POSITION- 42 24 27.     (N) 098 57 49.     (W)   SCALED
 NN0257* NAVD 88 ORTHO HEIGHT -   657.974 (meters)     2158.70  (feet) ADJUSTED
 NN0257  ______________________________________________________________________
 NN0257  GEOID HEIGHT    -        -23.891 (meters)                     GEOID18
 NN0257  DYNAMIC HEIGHT  -        657.706 (meters)     2157.82  (feet) COMP
 NN0257  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 NN0257
 NN0257  VERT ORDER      -  SECOND    CLASS 0
 NN0257
 NN0257.The horizontal coordinates were scaled from a map and have
 NN0257.an estimated accuracy of +/- 6 seconds.
 NN0257
 NN0257.The orthometric height was determined by differential leveling and
 NN0257.adjusted by the NATIONAL GEODETIC SURVEY
 NN0257.in June 1991.
 NN0257
 NN0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0257.GEOID18 height accuracy estimate available here.
 NN0257
 NN0257.Click photographs - Photos may exist for this station.
 NN0257
 NN0257.The dynamic height is computed by dividing the NAVD 88
 NN0257.geopotential number by the normal gravity value computed on the
 NN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0257.degrees latitude (g = 980.6199 gals.).
 NN0257
 NN0257.The modeled gravity was interpolated from observed gravity values.
 NN0257
 NN0257;                    North         East    Units  Estimated Accuracy
 NN0257;SPC NE       -   286,320.      585,300.      MT  (+/- 180 meters Scaled)
 NN0257
 NN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM029950(NAD 83)
 NN0257
 NN0257                          SUPERSEDED SURVEY CONTROL
 NN0257
 NN0257  NGVD 29 (??/??/92)  657.742  (m)         2157.94   (f) ADJ UNCH    2 0
 NN0257
 NN0257.Superseded values are not recommended for survey control.
 NN0257
 NN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0257.See file dsdata.pdf to determine how the superseded data were derived.
 NN0257
 NN0257_MARKER: DB = BENCH MARK DISK
 NN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0257_STAMPING: B-127-1935
 NN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0257+STABILITY: SURFACE MOTION
 NN0257
 NN0257  HISTORY     - Date     Condition        Report By
 NN0257  HISTORY     - 1935     MONUMENTED       CGS
 NN0257
 NN0257                          STATION DESCRIPTION
 NN0257
 NN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0257'8.4 MI S FROM ATKINSON.
 NN0257'8.4 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 NN0257'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 38 FEET WEST OF THE
 NN0257'CENTER LINE OF HIGHWAY, 24.5 FEET WEST OF THE SOUTHWEST CORNER
 NN0257'OF WOODEN BRIDGE, 6.0 FEET WEST OF A ROW OF TREES, 3.5 FEET SOUTH
 NN0257'OF LINE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0258 ***********************************************************************
 NN0258  DESIGNATION -  B 127 RESET
 NN0258  PID         -  NN0258
 NN0258  STATE/COUNTY-  NE/HOLT
 NN0258  COUNTRY     -  US
 NN0258  USGS QUAD   -  EMMET NW (2017)
 NN0258
 NN0258                         *CURRENT SURVEY CONTROL
 NN0258  ______________________________________________________________________
 NN0258* NAD 83(1986) POSITION- 42 24 27.     (N) 098 57 50.     (W)   SCALED
 NN0258* NAVD 88 ORTHO HEIGHT -   657.65  (meters)     2157.6   (feet) RESET
 NN0258  ______________________________________________________________________
 NN0258  GEOID HEIGHT    -        -23.890 (meters)                     GEOID18
 NN0258  VERT ORDER      -  THIRD
 NN0258
 NN0258.The horizontal coordinates were scaled from a map and have
 NN0258.an estimated accuracy of +/- 6 seconds.
 NN0258
 NN0258.The orthometric height was computed from unverified reset data.
 NN0258
 NN0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0258.GEOID18 height accuracy estimate available here.
 NN0258
 NN0258.Click photographs - Photos may exist for this station.
 NN0258
 NN0258;                    North         East    Units  Estimated Accuracy
 NN0258;SPC NE       -   286,320.      585,270.      MT  (+/- 180 meters Scaled)
 NN0258
 NN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM029950(NAD 83)
 NN0258
 NN0258                          SUPERSEDED SURVEY CONTROL
 NN0258
 NN0258  NGVD 29 (??/??/??)  657.42   (m)         2156.9    (f) RESET       3  
 NN0258
 NN0258.Superseded values are not recommended for survey control.
 NN0258
 NN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0258.See file dsdata.pdf to determine how the superseded data were derived.
 NN0258
 NN0258_MARKER: DB = BENCH MARK DISK
 NN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0258_STAMPING: B 127 1935 RESET 1960
 NN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0258+STABILITY: SURFACE MOTION
 NN0258
 NN0258  HISTORY     - Date     Condition        Report By
 NN0258  HISTORY     - 1960     MONUMENTED       CGS
 NN0258  HISTORY     - 1961     GOOD             CGS
 NN0258  HISTORY     - 1964     GOOD             CGS
 NN0258  HISTORY     - 20130222 MARK NOT FOUND   INDIV
 NN0258
 NN0258                          STATION DESCRIPTION
 NN0258
 NN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NN0258'8.4 MI S FROM ATKINSON.
 NN0258'8.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0258'ATKINSON, 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 38.1
 NN0258'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWIN CONCRETE BOX
 NN0258'CULVERT, 5.8 FEET EAST OF A FENCE AND 38.7 FEET SOUTH OF A
 NN0258'CONCRETE RIGHT-OF-WAY MARKER, AND SET IN THE TOP OF A CONCRETE
 NN0258'POST.
 NN0258
 NN0258                          STATION RECOVERY (1964)
 NN0258
 NN0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0258'RECOVERED IN GOOD CONDITION.
 NN0258
 NN0258                          STATION RECOVERY (2013)
 NN0258
 NN0258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NN0258'FOUND GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0127 ***********************************************************************
 NN0127  DESIGNATION -  B 128
 NN0127  PID         -  NN0127
 NN0127  STATE/COUNTY-  NE/ANTELOPE
 NN0127  COUNTRY     -  US
 NN0127  USGS QUAD   -  DELOIT NE (2017)
 NN0127
 NN0127                         *CURRENT SURVEY CONTROL
 NN0127  ______________________________________________________________________
 NN0127* NAD 83(1986) POSITION- 42 11 56.     (N) 098 15 43.     (W)   SCALED
 NN0127* NAVD 88 ORTHO HEIGHT -   556.941 (meters)     1827.23  (feet) ADJUSTED
 NN0127  ______________________________________________________________________
 NN0127  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 NN0127  DYNAMIC HEIGHT  -        556.720 (meters)     1826.51  (feet) COMP
 NN0127  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 NN0127
 NN0127  VERT ORDER      -  SECOND    CLASS 0
 NN0127
 NN0127.The horizontal coordinates were scaled from a map and have
 NN0127.an estimated accuracy of +/- 6 seconds.
 NN0127
 NN0127.The orthometric height was determined by differential leveling and
 NN0127.adjusted by the NATIONAL GEODETIC SURVEY
 NN0127.in June 1991.
 NN0127
 NN0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0127.GEOID18 height accuracy estimate available here.
 NN0127
 NN0127.Click photographs - Photos may exist for this station.
 NN0127
 NN0127.The dynamic height is computed by dividing the NAVD 88
 NN0127.geopotential number by the normal gravity value computed on the
 NN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0127.degrees latitude (g = 980.6199 gals.).
 NN0127
 NN0127.The modeled gravity was interpolated from observed gravity values.
 NN0127
 NN0127;                    North         East    Units  Estimated Accuracy
 NN0127;SPC NE       -   264,090.      643,500.      MT  (+/- 180 meters Scaled)
 NN0127
 NN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM609721(NAD 83)
 NN0127
 NN0127                          SUPERSEDED SURVEY CONTROL
 NN0127
 NN0127  NGVD 29 (??/??/92)  556.734  (m)         1826.55   (f) ADJ UNCH    2 0
 NN0127
 NN0127.Superseded values are not recommended for survey control.
 NN0127
 NN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0127.See file dsdata.pdf to determine how the superseded data were derived.
 NN0127
 NN0127_MARKER: DB = BENCH MARK DISK
 NN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0127_STAMPING: B 128 1935
 NN0127_MARK LOGO: CGS
 NN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0127+STABILITY: SURFACE MOTION
 NN0127
 NN0127  HISTORY     - Date     Condition        Report By
 NN0127  HISTORY     - 1935     MONUMENTED       CGS
 NN0127  HISTORY     - 1961     MARK NOT FOUND   CGS
 NN0127  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NN0127
 NN0127                          STATION DESCRIPTION
 NN0127
 NN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0127'4.2 MI NW FROM CLEARWATER.
 NN0127'4.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0127'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, 6 POLES SOUTHWEST
 NN0127'OF CULVERT 251, 45.8 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 NN0127'42.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3.8
 NN0127'FEET NORTH OF A FENCE CORNER, AND IN LINE WITH A ROW OF POLES.
 NN0127'A STANDARD DISK, STAMPED B 128 1935 AND SET IN THE TOP OF A
 NN0127'CONCRETE POST.
 NN0127
 NN0127                          STATION RECOVERY (1961)
 NN0127
 NN0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NN0127'MARK NOT FOUND.
 NN0127
 NN0127                          STATION RECOVERY (2010)
 NN0127
 NN0127'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NN0127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0297 ***********************************************************************
 LG0297  DESIGNATION -  B 13
 LG0297  PID         -  LG0297
 LG0297  STATE/COUNTY-  NE/LANCASTER
 LG0297  COUNTRY     -  US
 LG0297  USGS QUAD   -  BENNET (2017)
 LG0297
 LG0297                         *CURRENT SURVEY CONTROL
 LG0297  ______________________________________________________________________
 LG0297* NAD 83(1986) POSITION- 40 43 48.     (N) 096 37 25.     (W)   SCALED
 LG0297* NAVD 88 ORTHO HEIGHT -   400.338 (meters)     1313.44  (feet) ADJUSTED
 LG0297  ______________________________________________________________________
 LG0297  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 LG0297  DYNAMIC HEIGHT  -        400.164 (meters)     1312.87  (feet) COMP
 LG0297  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 LG0297
 LG0297  VERT ORDER      -  FIRST     CLASS II
 LG0297
 LG0297.The horizontal coordinates were scaled from a map and have
 LG0297.an estimated accuracy of +/- 6 seconds.
 LG0297
 LG0297.The orthometric height was determined by differential leveling and
 LG0297.adjusted by the NATIONAL GEODETIC SURVEY
 LG0297.in June 1991.
 LG0297
 LG0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0297.GEOID18 height accuracy estimate available here.
 LG0297
 LG0297.Click photographs - Photos may exist for this station.
 LG0297
 LG0297.The dynamic height is computed by dividing the NAVD 88
 LG0297.geopotential number by the normal gravity value computed on the
 LG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0297.degrees latitude (g = 980.6199 gals.).
 LG0297
 LG0297.The modeled gravity was interpolated from observed gravity values.
 LG0297
 LG0297;                    North         East    Units  Estimated Accuracy
 LG0297;SPC NE       -   105,120.      785,090.      MT  (+/- 180 meters Scaled)
 LG0297
 LG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL006115(NAD 83)
 LG0297
 LG0297                          SUPERSEDED SURVEY CONTROL
 LG0297
 LG0297  NGVD 29 (??/??/92)  400.237  (m)         1313.11   (f) ADJ UNCH    1 2
 LG0297
 LG0297.Superseded values are not recommended for survey control.
 LG0297
 LG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0297.See file dsdata.pdf to determine how the superseded data were derived.
 LG0297
 LG0297_MARKER: DB = BENCH MARK DISK
 LG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0297_STAMPING: B 13 1933 1312.622
 LG0297_MARK LOGO: CGS
 LG0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0297+STABILITY: SURFACE MOTION
 LG0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0297+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2010
 LG0297
 LG0297  HISTORY     - Date     Condition        Report By
 LG0297  HISTORY     - 1933     MONUMENTED       CGS
 LG0297  HISTORY     - 1940     GOOD             CGS
 LG0297  HISTORY     - 19911023 GOOD             NGS
 LG0297  HISTORY     - 20100119 GOOD             INDIV
 LG0297
 LG0297                          STATION DESCRIPTION
 LG0297
 LG0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0297'1.8 MI NW FROM CHENEY.
 LG0297'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0297'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 5 POLES
 LG0297'NORTHWEST OF MILEPOST 54, 250 FEET NORTH OF A WHITE HOUSE, AT
 LG0297'A PRIVATE ROAD CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE
 LG0297'TRACK, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 LG0297'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0297'1312.622 B 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0297'0.3 FOOT ABOVE GROUND.
 LG0297
 LG0297                          STATION RECOVERY (1991)
 LG0297
 LG0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0297'7.3 KM (4.55 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0297'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.7 KM (1.05
 LG0297'MI) SOUTHERLY ALONG SOUTH 70TH STREET, THENCE 0.3 KM (0.20 MI)
 LG0297'EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 44.7 M (146.7 FT)
 LG0297'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 15.3 M (50.2 FT)
 LG0297'SOUTH OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 LG0297'0.7 M (2.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS
 LG0297'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0297'SURFACE.
 LG0297
 LG0297                          STATION RECOVERY (2010)
 LG0297
 LG0297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LG0297'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1230 ***********************************************************************
 MK1230  DESIGNATION -  B 130
 MK1230  PID         -  MK1230
 MK1230  STATE/COUNTY-  NE/PLATTE
 MK1230  COUNTRY     -  US
 MK1230  USGS QUAD   -  COLUMBUS (2017)
 MK1230
 MK1230                         *CURRENT SURVEY CONTROL
 MK1230  ______________________________________________________________________
 MK1230* NAD 83(1986) POSITION- 41 25 40.6    (N) 097 21 32.9    (W)   HD_HELD2
 MK1230* NAVD 88 ORTHO HEIGHT -   442.512 (meters)     1451.81  (feet) ADJUSTED
 MK1230  ______________________________________________________________________
 MK1230  GEOID HEIGHT    -        -25.382 (meters)                     GEOID18
 MK1230  DYNAMIC HEIGHT  -        442.318 (meters)     1451.17  (feet) COMP
 MK1230  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 MK1230
 MK1230  VERT ORDER      -  FIRST     CLASS II
 MK1230
 MK1230.The horizontal coordinates were established by autonomous hand held GPS
 MK1230.observations and have an estimated accuracy of +/- 10 meters.
 MK1230
 MK1230.The orthometric height was determined by differential leveling and
 MK1230.adjusted by the NATIONAL GEODETIC SURVEY
 MK1230.in June 1991.
 MK1230
 MK1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1230.GEOID18 height accuracy estimate available here.
 MK1230
 MK1230.Click photographs - Photos may exist for this station.
 MK1230
 MK1230.The dynamic height is computed by dividing the NAVD 88
 MK1230.geopotential number by the normal gravity value computed on the
 MK1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1230.degrees latitude (g = 980.6199 gals.).
 MK1230
 MK1230.The modeled gravity was interpolated from observed gravity values.
 MK1230
 MK1230;                    North         East    Units  Estimated Accuracy
 MK1230;SPC NE       -   180,412.      720,637.      MT  (+/- 10 meters HH2 GPS)
 MK1230
 MK1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3710487563(NAD 83)
 MK1230
 MK1230                          SUPERSEDED SURVEY CONTROL
 MK1230
 MK1230  NGVD 29 (??/??/92)  442.323  (m)         1451.19   (f) ADJ UNCH    1 2
 MK1230
 MK1230.Superseded values are not recommended for survey control.
 MK1230
 MK1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1230.See file dsdata.pdf to determine how the superseded data were derived.
 MK1230
 MK1230_MARKER: DB = BENCH MARK DISK
 MK1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1230_SP_SET: BUILDING
 MK1230_STAMPING: B 130 1935
 MK1230_MARK LOGO: CGS
 MK1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1230+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2009
 MK1230
 MK1230  HISTORY     - Date     Condition        Report By
 MK1230  HISTORY     - 1935     MONUMENTED       CGS
 MK1230  HISTORY     - 1950     GOOD             CGS
 MK1230  HISTORY     - 20061112 GOOD             NEDR
 MK1230  HISTORY     - 20090507 GOOD             NEGS
 MK1230
 MK1230                          STATION DESCRIPTION
 MK1230
 MK1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1230'IN COLUMBUS.
 MK1230'IN THE SOUTH WALL OF THE UNION PACIFIC RAILROAD DEPOT, 35.4
 MK1230'FEET EAST OF THE SOUTHWEST CORNER OF THE DEPOT, 26.3 FEET NORTH
 MK1230'OF THE NORTH RAIL, 5.9 FEET WEST OF THE CENTER LINE OF THE
 MK1230'EXPRESS OFFICE DOORWAY, AND 4.7 FEET ABOVE SURFACE OF THE
 MK1230'PLATFORM.
 MK1230
 MK1230                          STATION RECOVERY (1950)
 MK1230
 MK1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1230'RECOVERED IN GOOD CONDITION.
 MK1230
 MK1230                          STATION RECOVERY (2006)
 MK1230
 MK1230'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (AB)
 MK1230'RECOVERED IN GOOD CONDITION.
 MK1230
 MK1230                          STATION RECOVERY (2009)
 MK1230
 MK1230'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2009 (JPC)
 MK1230'(NEW TIES ADDED) 88.5 FEET EAST OF THE CENTERLINE OF 26TH AVENUE AND
 MK1230'140 FEET SOUTH OF THE CENTERLINE OF 12TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0340 ***********************************************************************
 NO0340  DESIGNATION -  B 130 RESET
 NO0340  PID         -  NO0340
 NO0340  STATE/COUNTY-  NE/CHERRY
 NO0340  COUNTRY     -  US
 NO0340  USGS QUAD   -  WILD MARE LAKE SW (2017)
 NO0340
 NO0340                         *CURRENT SURVEY CONTROL
 NO0340  ______________________________________________________________________
 NO0340* NAD 83(1986) POSITION- 42 36 02.     (N) 101 40 14.     (W)   SCALED
 NO0340* NAVD 88 ORTHO HEIGHT -  1066.48  (+/-2cm)     3498.9   (feet) VERTCON
 NO0340  ______________________________________________________________________
 NO0340  GEOID HEIGHT    -        -19.197 (meters)                     GEOID18
 NO0340  VERT ORDER      -  THIRD (See Below)
 NO0340
 NO0340.The horizontal coordinates were scaled from a map and have
 NO0340.an estimated accuracy of +/- 6 seconds.
 NO0340
 NO0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0340
 NO0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0340.GEOID18 height accuracy estimate available here.
 NO0340
 NO0340.The vertical order pertains to the NGVD 29 superseded value.
 NO0340
 NO0340.Click photographs - Photos may exist for this station.
 NO0340
 NO0340;                    North         East    Units  Estimated Accuracy
 NO0340;SPC NE       -   308,580.      362,930.      MT  (+/- 180 meters Scaled)
 NO0340
 NO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN809199(NAD 83)
 NO0340
 NO0340                          SUPERSEDED SURVEY CONTROL
 NO0340
 NO0340  NGVD 29 (??/??/??) 1066.04   (m)         3497.5    (f) RESET       3  
 NO0340
 NO0340.Superseded values are not recommended for survey control.
 NO0340
 NO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0340.See file dsdata.pdf to determine how the superseded data were derived.
 NO0340
 NO0340_MARKER: DB = BENCH MARK DISK
 NO0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0340_STAMPING: B 130 1934 RESET 1948
 NO0340_MARK LOGO: CGS
 NO0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0340+STABILITY: SURFACE MOTION
 NO0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0340+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 NO0340
 NO0340  HISTORY     - Date     Condition        Report By
 NO0340  HISTORY     - 1948     MONUMENTED       USGS
 NO0340  HISTORY     - 20130812 GOOD             INDIV
 NO0340
 NO0340                          STATION DESCRIPTION
 NO0340
 NO0340'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NO0340'22.4 MI S FROM MERRIMAN.
 NO0340'22.4 MILES (AIR LINE) SOUTH OF MERRIMAN, 1.9 MILES NORTH OF
 NO0340'CLIFFORD BRIDGE OVER SNAKE RIVER, 3.7 MILES SOUTH OF HARRY FISHER
 NO0340'RANCH HOUSE, IN SOUTHWEST 1/4 SEC. 4, T. 30 N., R. 37 W., 0.7
 NO0340'MILES SOUTH-SOUTHWEST OF WINDMILL, 435 FEET NORTH OF T-FENCE
 NO0340'EAST, 2 FEET EAST OF NORTH AND SOUTH FENCE, PROJECTING 0.7 FOOT
 NO0340'ABOVE GROUND.  A STANDARD DISK, STAMPED B 130 1934 RESET 1948
 NO0340'SET IN A CONCRETE POST.
 NO0340
 NO0340                          STATION RECOVERY (2013)
 NO0340
 NO0340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NO0340'FOUND GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0487 ***********************************************************************
 MK0487  DESIGNATION -  B 131
 MK0487  PID         -  MK0487
 MK0487  STATE/COUNTY-  NE/DODGE
 MK0487  COUNTRY     -  US
 MK0487  USGS QUAD   -  FREMONT EAST (2017)
 MK0487
 MK0487                         *CURRENT SURVEY CONTROL
 MK0487  ______________________________________________________________________
 MK0487* NAD 83(1986) POSITION- 41 25 40.     (N) 096 27 10.     (W)   SCALED
 MK0487* NAVD 88 ORTHO HEIGHT -   357.897 (meters)     1174.20  (feet) ADJUSTED
 MK0487  ______________________________________________________________________
 MK0487  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 MK0487  DYNAMIC HEIGHT  -        357.734 (meters)     1173.67  (feet) COMP
 MK0487  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 MK0487
 MK0487  VERT ORDER      -  SECOND    CLASS 0
 MK0487
 MK0487.The horizontal coordinates were scaled from a map and have
 MK0487.an estimated accuracy of +/- 6 seconds.
 MK0487
 MK0487.The orthometric height was determined by differential leveling and
 MK0487.adjusted by the NATIONAL GEODETIC SURVEY
 MK0487.in June 1991.
 MK0487
 MK0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0487.GEOID18 height accuracy estimate available here.
 MK0487
 MK0487.Click photographs - Photos may exist for this station.
 MK0487
 MK0487.The dynamic height is computed by dividing the NAVD 88
 MK0487.geopotential number by the normal gravity value computed on the
 MK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0487.degrees latitude (g = 980.6199 gals.).
 MK0487
 MK0487.The modeled gravity was interpolated from observed gravity values.
 MK0487
 MK0487;                    North         East    Units  Estimated Accuracy
 MK0487;SPC NE       -   183,100.      796,320.      MT  (+/- 180 meters Scaled)
 MK0487
 MK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL128893(NAD 83)
 MK0487
 MK0487                          SUPERSEDED SURVEY CONTROL
 MK0487
 MK0487  NGVD 29 (??/??/92)  357.750  (m)         1173.72   (f) ADJ UNCH    2 0
 MK0487
 MK0487.Superseded values are not recommended for survey control.
 MK0487
 MK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0487.See file dsdata.pdf to determine how the superseded data were derived.
 MK0487
 MK0487_MARKER: DB = BENCH MARK DISK
 MK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0487_STAMPING: B 131 1935
 MK0487_MARK LOGO: CGS
 MK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0487+STABILITY: SURFACE MOTION
 MK0487
 MK0487  HISTORY     - Date     Condition        Report By
 MK0487  HISTORY     - 1935     MONUMENTED       CGS
 MK0487  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0487
 MK0487                          STATION DESCRIPTION
 MK0487
 MK0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0487'2.4 MI E FROM FREMONT.
 MK0487'2.4 MILES EAST OF C. AND N.W. DEPOT BY RAIL.  ALONG THE
 MK0487'CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT AND
 MK0487'CALIFORNIA, IOWA.  85.6 FEET NORTH OF MILE POST 35, 15 RAILS
 MK0487'EAST OF ROAD CROSSING, 44.4 FEET NORTH OF NORTH RAIL, AND ABOUT
 MK0487'3 FEET BELOW THE LEVEL OF THE TRACK.
 MK0487
 MK0487                          STATION RECOVERY (1966)
 MK0487
 MK0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1092 ***********************************************************************
 MK1092  DESIGNATION -  B 133
 MK1092  PID         -  MK1092
 MK1092  STATE/COUNTY-  NE/COLFAX
 MK1092  COUNTRY     -  US
 MK1092  USGS QUAD   -  DODGE (2017)
 MK1092
 MK1092                         *CURRENT SURVEY CONTROL
 MK1092  ______________________________________________________________________
 MK1092* NAD 83(1986) POSITION- 41 44 06.     (N) 096 55 31.     (W)   SCALED
 MK1092* NAVD 88 ORTHO HEIGHT -   442.005 (meters)     1450.14  (feet) ADJUSTED
 MK1092  ______________________________________________________________________
 MK1092  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 MK1092  DYNAMIC HEIGHT  -        441.831 (meters)     1449.57  (feet) COMP
 MK1092  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 MK1092
 MK1092  VERT ORDER      -  SECOND    CLASS 0
 MK1092
 MK1092.The horizontal coordinates were scaled from a map and have
 MK1092.an estimated accuracy of +/- 6 seconds.
 MK1092
 MK1092.The orthometric height was determined by differential leveling and
 MK1092.adjusted by the NATIONAL GEODETIC SURVEY
 MK1092.in June 1991.
 MK1092
 MK1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1092.GEOID18 height accuracy estimate available here.
 MK1092
 MK1092.Click photographs - Photos may exist for this station.
 MK1092
 MK1092.The dynamic height is computed by dividing the NAVD 88
 MK1092.geopotential number by the normal gravity value computed on the
 MK1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1092.degrees latitude (g = 980.6199 gals.).
 MK1092
 MK1092.The modeled gravity was interpolated from observed gravity values.
 MK1092
 MK1092;                    North         East    Units  Estimated Accuracy
 MK1092;SPC NE       -   215,680.      755,660.      MT  (+/- 180 meters Scaled)
 MK1092
 MK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM725224(NAD 83)
 MK1092
 MK1092                          SUPERSEDED SURVEY CONTROL
 MK1092
 MK1092  NGVD 29 (??/??/92)  441.837  (m)         1449.59   (f) ADJ UNCH    2 0
 MK1092
 MK1092.Superseded values are not recommended for survey control.
 MK1092
 MK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1092.See file dsdata.pdf to determine how the superseded data were derived.
 MK1092
 MK1092_MARKER: DB = BENCH MARK DISK
 MK1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1092_STAMPING: B 133 1935
 MK1092_MARK LOGO: CGS
 MK1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1092+STABILITY: SURFACE MOTION
 MK1092
 MK1092  HISTORY     - Date     Condition        Report By
 MK1092  HISTORY     - 1935     MONUMENTED       CGS
 MK1092  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1092
 MK1092                          STATION DESCRIPTION
 MK1092
 MK1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1092'6 MI E FROM HOWELL.
 MK1092'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1092'AND HUMPHREY, 44.3 FEET SOUTH OF THE SOUTH RAIL, 39 FEET WEST
 MK1092'OF THE CENTER LINE OF CROSS ROAD, IN-SIDE FENCE CORNER OF C. AND
 MK1092'N. W. RR. AND HIGHWAY RIGHT OF WAY FENCES, ABOUT 4 FEET FROM
 MK1092'EACH FENCE, 3 FEET ABOVE THE LEVEL OF TRACK.  NOTE-- THE RAILROAD
 MK1092'HAS BEEN REMOVED.  LOCATION NOW BEING FARMED.
 MK1092
 MK1092                          STATION RECOVERY (1965)
 MK1092
 MK1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0937 ***********************************************************************
 MK0937  DESIGNATION -  B 134
 MK0937  PID         -  MK0937
 MK0937  STATE/COUNTY-  NE/SAUNDERS
 MK0937  COUNTRY     -  US
 MK0937  USGS QUAD   -  WAHOO EAST (2017)
 MK0937
 MK0937                         *CURRENT SURVEY CONTROL
 MK0937  ______________________________________________________________________
 MK0937* NAD 83(1986) POSITION- 41 12 53.     (N) 096 37 15.     (W)   SCALED
 MK0937* NAVD 88 ORTHO HEIGHT -   367.466 (meters)     1205.59  (feet) ADJUSTED
 MK0937  ______________________________________________________________________
 MK0937  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 MK0937  DYNAMIC HEIGHT  -        367.291 (meters)     1205.02  (feet) COMP
 MK0937  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 MK0937
 MK0937  VERT ORDER      -  SECOND    CLASS 0
 MK0937
 MK0937.The horizontal coordinates were scaled from a map and have
 MK0937.an estimated accuracy of +/- 6 seconds.
 MK0937
 MK0937.The orthometric height was determined by differential leveling and
 MK0937.adjusted by the NATIONAL GEODETIC SURVEY
 MK0937.in June 1991.
 MK0937
 MK0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0937.GEOID18 height accuracy estimate available here.
 MK0937
 MK0937.Click photographs - Photos may exist for this station.
 MK0937
 MK0937.The dynamic height is computed by dividing the NAVD 88
 MK0937.geopotential number by the normal gravity value computed on the
 MK0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0937.degrees latitude (g = 980.6199 gals.).
 MK0937
 MK0937.The modeled gravity was interpolated from observed gravity values.
 MK0937
 MK0937;                    North         East    Units  Estimated Accuracy
 MK0937;SPC NE       -   158,910.      783,220.      MT  (+/- 180 meters Scaled)
 MK0937
 MK0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994653(NAD 83)
 MK0937
 MK0937                          SUPERSEDED SURVEY CONTROL
 MK0937
 MK0937  NGVD 29 (??/??/92)  367.319  (m)         1205.11   (f) ADJ UNCH    2 0
 MK0937
 MK0937.Superseded values are not recommended for survey control.
 MK0937
 MK0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0937.See file dsdata.pdf to determine how the superseded data were derived.
 MK0937
 MK0937_MARKER: DB = BENCH MARK DISK
 MK0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0937_SP_SET: TOWER FOUNDATION
 MK0937_STAMPING: B 134 1935
 MK0937_MARK LOGO: CGS
 MK0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0937
 MK0937  HISTORY     - Date     Condition        Report By
 MK0937  HISTORY     - 1935     MONUMENTED       CGS
 MK0937  HISTORY     - 1950     GOOD             CGS
 MK0937  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0937
 MK0937                          STATION DESCRIPTION
 MK0937
 MK0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0937'AT WAHOO.
 MK0937'AT WAHOO, AT THE CHICAGO AND NORTH WESTERN RAILROAD STATION,
 MK0937'135 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RAILROAD
 MK0937'STATION, 49 FEET NORTH OF THE NORTH CURB OF 10TH STREET, 200
 MK0937'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAYS 77 AND 30A, 20
 MK0937'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE TOP
 MK0937'OF AN OLD WATER TOWER FOUNDATION.
 MK0937
 MK0937                          STATION RECOVERY (1968)
 MK0937
 MK0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0937'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0669 ***********************************************************************
 LG0669  DESIGNATION -  B 135
 LG0669  PID         -  LG0669
 LG0669  STATE/COUNTY-  NE/CLAY
 LG0669  COUNTRY     -  US
 LG0669  USGS QUAD   -  SARONVILLE (2017)
 LG0669
 LG0669                         *CURRENT SURVEY CONTROL
 LG0669  ______________________________________________________________________
 LG0669* NAD 83(1986) POSITION- 40 36 42.     (N) 097 59 43.     (W)   SCALED
 LG0669* NAVD 88 ORTHO HEIGHT -   538.138 (meters)     1765.54  (feet) ADJUSTED
 LG0669  ______________________________________________________________________
 LG0669  GEOID HEIGHT    -        -25.908 (meters)                     GEOID18
 LG0669  DYNAMIC HEIGHT  -        537.841 (meters)     1764.57  (feet) COMP
 LG0669  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 LG0669
 LG0669  VERT ORDER      -  SECOND    CLASS 0
 LG0669
 LG0669.The horizontal coordinates were scaled from a map and have
 LG0669.an estimated accuracy of +/- 6 seconds.
 LG0669
 LG0669.The orthometric height was determined by differential leveling and
 LG0669.adjusted by the NATIONAL GEODETIC SURVEY
 LG0669.in June 1991.
 LG0669
 LG0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0669.GEOID18 height accuracy estimate available here.
 LG0669
 LG0669.Click photographs - Photos may exist for this station.
 LG0669
 LG0669.The dynamic height is computed by dividing the NAVD 88
 LG0669.geopotential number by the normal gravity value computed on the
 LG0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0669.degrees latitude (g = 980.6199 gals.).
 LG0669
 LG0669.The modeled gravity was interpolated from observed gravity values.
 LG0669
 LG0669;                    North         East    Units  Estimated Accuracy
 LG0669;SPC NE       -    88,380.      669,600.      MT  (+/- 180 meters Scaled)
 LG0669
 LG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK849961(NAD 83)
 LG0669
 LG0669                          SUPERSEDED SURVEY CONTROL
 LG0669
 LG0669  NGVD 29 (??/??/92)  537.927  (m)         1764.85   (f) ADJ UNCH    2 0
 LG0669
 LG0669.Superseded values are not recommended for survey control.
 LG0669
 LG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0669.See file dsdata.pdf to determine how the superseded data were derived.
 LG0669
 LG0669_MARKER: DB = BENCH MARK DISK
 LG0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0669_STAMPING: B 135 1935
 LG0669_MARK LOGO: CGS
 LG0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0669+STABILITY: SURFACE MOTION
 LG0669
 LG0669  HISTORY     - Date     Condition        Report By
 LG0669  HISTORY     - 1935     MONUMENTED       CGS
 LG0669  HISTORY     - 1944     POOR             CGS
 LG0669  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0669
 LG0669                          STATION DESCRIPTION
 LG0669
 LG0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0669'3 MI W FROM SARONVILLE.
 LG0669'3.0 MILES WEST ALONG U.S. HIGHWAY 6 (CITY ROUTE) FROM THE
 LG0669'JUNCTION OF MAIN STREET AT SARONVILLE, CLAY COUNTY, 250 FEET
 LG0669'NORTHEAST OF A FARMHOUSE, AT THE JUNCTION OF STATE HIGHWAY 14,
 LG0669'188 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 14, AND 36
 LG0669'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6.  A STANDARD
 LG0669'DISK, STAMPED B 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0669
 LG0669                          STATION RECOVERY (1944)
 LG0669
 LG0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 LG0669'MARK RECOVERED IN POOR CONDITION.
 LG0669
 LG0669                          STATION RECOVERY (1991)
 LG0669
 LG0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0669'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1299 ***********************************************************************
 MK1299  DESIGNATION -  B 137
 MK1299  PID         -  MK1299
 MK1299  STATE/COUNTY-  NE/BUTLER
 MK1299  COUNTRY     -  US
 MK1299  USGS QUAD   -  GARRISON (2017)
 MK1299
 MK1299                         *CURRENT SURVEY CONTROL
 MK1299  ______________________________________________________________________
 MK1299* NAD 83(1986) POSITION- 41 13 14.     (N) 097 10 57.     (W)   SCALED
 MK1299* NAVD 88 ORTHO HEIGHT -   484.377 (meters)     1589.16  (feet) ADJUSTED
 MK1299  ______________________________________________________________________
 MK1299  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 MK1299  DYNAMIC HEIGHT  -        484.152 (meters)     1588.42  (feet) COMP
 MK1299  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 MK1299
 MK1299  VERT ORDER      -  SECOND    CLASS 0
 MK1299
 MK1299.The horizontal coordinates were scaled from a map and have
 MK1299.an estimated accuracy of +/- 6 seconds.
 MK1299
 MK1299.The orthometric height was determined by differential leveling and
 MK1299.adjusted by the NATIONAL GEODETIC SURVEY
 MK1299.in June 1991.
 MK1299
 MK1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1299.GEOID18 height accuracy estimate available here.
 MK1299
 MK1299.Click photographs - Photos may exist for this station.
 MK1299
 MK1299.The dynamic height is computed by dividing the NAVD 88
 MK1299.geopotential number by the normal gravity value computed on the
 MK1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1299.degrees latitude (g = 980.6199 gals.).
 MK1299
 MK1299.The modeled gravity was interpolated from observed gravity values.
 MK1299
 MK1299;                    North         East    Units  Estimated Accuracy
 MK1299;SPC NE       -   157,870.      736,140.      MT  (+/- 180 meters Scaled)
 MK1299
 MK1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL523648(NAD 83)
 MK1299
 MK1299                          SUPERSEDED SURVEY CONTROL
 MK1299
 MK1299  NGVD 29 (??/??/92)  484.205  (m)         1588.60   (f) ADJ UNCH    2 0
 MK1299
 MK1299.Superseded values are not recommended for survey control.
 MK1299
 MK1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1299.See file dsdata.pdf to determine how the superseded data were derived.
 MK1299
 MK1299_MARKER: DB = BENCH MARK DISK
 MK1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1299_STAMPING: B 137 1935
 MK1299_MARK LOGO: CGS
 MK1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1299+STABILITY: SURFACE MOTION
 MK1299
 MK1299  HISTORY     - Date     Condition        Report By
 MK1299  HISTORY     - 1935     MONUMENTED       CGS
 MK1299
 MK1299                          STATION DESCRIPTION
 MK1299
 MK1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1299'3 MI NE FROM MILLERTON.
 MK1299'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1299'AND YORK, 41.0 FEET SOUTHEAST OF CENTER OF CROSSING, 35.5 FEET
 MK1299'SOUTH OF THE SOUTH RAIL, 26.5 FEET EAST OF THE CENTER LINE OF
 MK1299'DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0712 ***********************************************************************
 LG0712  DESIGNATION -  B 138
 LG0712  PID         -  LG0712
 LG0712  STATE/COUNTY-  NE/YORK
 LG0712  COUNTRY     -  US
 LG0712  USGS QUAD   -  HENDERSON NE (2017)
 LG0712
 LG0712                         *CURRENT SURVEY CONTROL
 LG0712  ______________________________________________________________________
 LG0712* NAD 83(1986) POSITION- 40 52 53.     (N) 097 47 17.     (W)   SCALED
 LG0712* NAVD 88 ORTHO HEIGHT -   526.907 (meters)     1728.69  (feet) ADJUSTED
 LG0712  ______________________________________________________________________
 LG0712  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 LG0712  DYNAMIC HEIGHT  -        526.622 (meters)     1727.76  (feet) COMP
 LG0712  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0712
 LG0712  VERT ORDER      -  SECOND    CLASS 0
 LG0712
 LG0712.The horizontal coordinates were scaled from a map and have
 LG0712.an estimated accuracy of +/- 6 seconds.
 LG0712
 LG0712.The orthometric height was determined by differential leveling and
 LG0712.adjusted by the NATIONAL GEODETIC SURVEY
 LG0712.in June 1991.
 LG0712
 LG0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0712.GEOID18 height accuracy estimate available here.
 LG0712
 LG0712.Click photographs - Photos may exist for this station.
 LG0712
 LG0712.The dynamic height is computed by dividing the NAVD 88
 LG0712.geopotential number by the normal gravity value computed on the
 LG0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0712.degrees latitude (g = 980.6199 gals.).
 LG0712
 LG0712.The modeled gravity was interpolated from observed gravity values.
 LG0712
 LG0712;                    North         East    Units  Estimated Accuracy
 LG0712;SPC NE       -   118,750.      686,360.      MT  (+/- 180 meters Scaled)
 LG0712
 LG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL021262(NAD 83)
 LG0712
 LG0712                          SUPERSEDED SURVEY CONTROL
 LG0712
 LG0712  NGVD 29 (??/??/92)  526.680  (m)         1727.95   (f) ADJ UNCH    2 0
 LG0712
 LG0712.Superseded values are not recommended for survey control.
 LG0712
 LG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0712.See file dsdata.pdf to determine how the superseded data were derived.
 LG0712
 LG0712_MARKER: DB = BENCH MARK DISK
 LG0712_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0712_STAMPING: B 138 1935
 LG0712_MARK LOGO: CGS
 LG0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0712
 LG0712  HISTORY     - Date     Condition        Report By
 LG0712  HISTORY     - 1935     MONUMENTED       CGS
 LG0712  HISTORY     - 1966     GOOD             CGS
 LG0712
 LG0712                          STATION DESCRIPTION
 LG0712
 LG0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LG0712'2.2 MI WSW FROM BRADSHAW.
 LG0712'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW, GO NORTH
 LG0712'ON THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY
 LG0712'34.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 34 FOR 2.15 MILE TO
 LG0712'A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.4
 LG0712'MILE TO STATION ON THE RIGHT, WEST SIDE OF ROAD.  THE MARK IS
 LG0712'51 FEET WEST OF THE APPROXIMATE CENTER OF GRAVEL ROAD, 44 FEET
 LG0712'NORTH OF THE MOST NORTHERLY RAIL OF RAILROAD, 16 FEET NORTHWEST
 LG0712'OF A TELEPHONE POLE, 0.5 FEET NORTH OF METAL WITNESS POST WITH
 LG0712'SIGN ATTACHED AND 3.7 FEET SOUTH OF FENCELINE.  IT IS MARKED BY
 LG0712'A STANDARD BENCH MARK DISK, SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 LG0712'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0712'THE DISK IS STAMPED B 138 1935.  THE MARK WAS USED AS AN AZIMUTH
 LG0712'MARK FOR TRIANGULATION STATION BRADSHAW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0597 ***********************************************************************
 ML0597  DESIGNATION -  B 14
 ML0597  PID         -  ML0597
 ML0597  STATE/COUNTY-  NE/CUSTER
 ML0597  COUNTRY     -  US
 ML0597  USGS QUAD   -  SARGENT WEST (2017)
 ML0597
 ML0597                         *CURRENT SURVEY CONTROL
 ML0597  ______________________________________________________________________
 ML0597* NAD 83(1986) POSITION- 41 39 15.     (N) 099 25 32.     (W)   SCALED
 ML0597* NAVD 88 ORTHO HEIGHT -   717.770 (meters)     2354.88  (feet) ADJUSTED
 ML0597  ______________________________________________________________________
 ML0597  GEOID HEIGHT    -        -23.055 (meters)                     GEOID18
 ML0597  DYNAMIC HEIGHT  -        717.413 (meters)     2353.71  (feet) COMP
 ML0597  MODELED GRAVITY -    980,101.3   (mgal)                       NAVD 88
 ML0597
 ML0597  VERT ORDER      -  SECOND    CLASS 0
 ML0597
 ML0597.The horizontal coordinates were scaled from a map and have
 ML0597.an estimated accuracy of +/- 6 seconds.
 ML0597
 ML0597.The orthometric height was determined by differential leveling and
 ML0597.adjusted by the NATIONAL GEODETIC SURVEY
 ML0597.in June 1991.
 ML0597
 ML0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0597.GEOID18 height accuracy estimate available here.
 ML0597
 ML0597.Click photographs - Photos may exist for this station.
 ML0597
 ML0597.The dynamic height is computed by dividing the NAVD 88
 ML0597.geopotential number by the normal gravity value computed on the
 ML0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0597.degrees latitude (g = 980.6199 gals.).
 ML0597
 ML0597.The modeled gravity was interpolated from observed gravity values.
 ML0597
 ML0597;                    North         East    Units  Estimated Accuracy
 ML0597;SPC NE       -   202,320.      547,830.      MT  (+/- 180 meters Scaled)
 ML0597
 ML0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM645114(NAD 83)
 ML0597
 ML0597                          SUPERSEDED SURVEY CONTROL
 ML0597
 ML0597  NGVD 29 (??/??/92)  717.512  (m)         2354.04   (f) ADJ UNCH    2 0
 ML0597
 ML0597.Superseded values are not recommended for survey control.
 ML0597
 ML0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0597.See file dsdata.pdf to determine how the superseded data were derived.
 ML0597
 ML0597_MARKER: DD = SURVEY DISK
 ML0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0597_STAMPING: B 14
 ML0597_MARK LOGO: BOR
 ML0597_PROJECTION: FLUSH
 ML0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0597+STABILITY: SURFACE MOTION
 ML0597
 ML0597  HISTORY     - Date     Condition        Report By
 ML0597  HISTORY     - UNK      MONUMENTED       BOR
 ML0597  HISTORY     - 1950     GOOD             CGS
 ML0597
 ML0597                          STATION DESCRIPTION
 ML0597
 ML0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0597'4 MI NW FROM SARGENT.
 ML0597'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0597'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0597'2.2 MILES WEST ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A DIRT
 ML0597'ROAD WHICH LEADS NORTH, 186 FEET EAST OF THE EXTENDED CENTER
 ML0597'LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 126 FEET SOUTHEAST
 ML0597'OF A WOODEN WINDMILL, 36 FEET SOUTH OF THE CENTER LINE OF THE
 ML0597'GRAVELED ROAD, 5 FEET SOUTH OF A FENCE, 0.6 FOOT SOUTH OF A
 ML0597'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0597'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0597 ***********************************************************************
 NM0597  DESIGNATION -  B 140
 NM0597  PID         -  NM0597
 NM0597  STATE/COUNTY-  NE/THURSTON
 NM0597  COUNTRY     -  US
 NM0597  USGS QUAD   -  THURSTON (2017)
 NM0597
 NM0597                         *CURRENT SURVEY CONTROL
 NM0597  ______________________________________________________________________
 NM0597* NAD 83(1986) POSITION- 42 07 54.     (N) 096 43 30.     (W)   SCALED
 NM0597* NAVD 88 ORTHO HEIGHT -   406.079 (meters)     1332.28  (feet) ADJUSTED
 NM0597  ______________________________________________________________________
 NM0597  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 NM0597  DYNAMIC HEIGHT  -        405.936 (meters)     1331.81  (feet) COMP
 NM0597  MODELED GRAVITY -    980,257.4   (mgal)                       NAVD 88
 NM0597
 NM0597  VERT ORDER      -  SECOND    CLASS 0
 NM0597
 NM0597.The horizontal coordinates were scaled from a map and have
 NM0597.an estimated accuracy of +/- 6 seconds.
 NM0597
 NM0597.The orthometric height was determined by differential leveling and
 NM0597.adjusted by the NATIONAL GEODETIC SURVEY
 NM0597.in June 1991.
 NM0597
 NM0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0597.GEOID18 height accuracy estimate available here.
 NM0597
 NM0597.Click photographs - Photos may exist for this station.
 NM0597
 NM0597.The dynamic height is computed by dividing the NAVD 88
 NM0597.geopotential number by the normal gravity value computed on the
 NM0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0597.degrees latitude (g = 980.6199 gals.).
 NM0597
 NM0597.The modeled gravity was interpolated from observed gravity values.
 NM0597
 NM0597;                    North         East    Units  Estimated Accuracy
 NM0597;SPC NE       -   260,310.      770,640.      MT  (+/- 180 meters Scaled)
 NM0597
 NM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM880669(NAD 83)
 NM0597
 NM0597                          SUPERSEDED SURVEY CONTROL
 NM0597
 NM0597  NGVD 29 (??/??/92)  405.924  (m)         1331.77   (f) ADJ UNCH    2 0
 NM0597
 NM0597.Superseded values are not recommended for survey control.
 NM0597
 NM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0597.See file dsdata.pdf to determine how the superseded data were derived.
 NM0597
 NM0597_MARKER: DB = BENCH MARK DISK
 NM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0597_STAMPING: B 140 1935
 NM0597_MARK LOGO: CGS
 NM0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0597+STABILITY: SURFACE MOTION
 NM0597
 NM0597  HISTORY     - Date     Condition        Report By
 NM0597  HISTORY     - 1935     MONUMENTED       CGS
 NM0597  HISTORY     - 1947     GOOD             CGS
 NM0597
 NM0597                          STATION DESCRIPTION
 NM0597
 NM0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0597'1.7 MI N FROM PENDER.
 NM0597'1.7 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS, AND
 NM0597'OMAHA RAILROAD FROM THE STATION AT PENDER, 33.7 FEET EAST OF THE
 NM0597'CENTER OF STATE HIGHWAY NO. 9, 24.5 FEET WEST OF THE WEST RAIL,
 NM0597'12.3 FEET NORTH OF MILEPOST 39-35, 1.0 FOOT SOUTH OF A
 NM0597'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST.
 NM0597'RECENT GRADING ALLOWS 2.5 FEET OF THE POST TO PROJECT ABOVE
 NM0597'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1212 ***********************************************************************
 NM1212  DESIGNATION -  B 141
 NM1212  PID         -  NM1212
 NM1212  STATE/COUNTY-  NE/STANTON
 NM1212  COUNTRY     -  US
 NM1212  USGS QUAD   -  PILGER (2017)
 NM1212
 NM1212                         *CURRENT SURVEY CONTROL
 NM1212  ______________________________________________________________________
 NM1212* NAD 83(1986) POSITION- 42 00 25.     (N) 097 03 12.     (W)   SCALED
 NM1212* NAVD 88 ORTHO HEIGHT -   429.087 (meters)     1407.76  (feet) ADJUSTED
 NM1212  ______________________________________________________________________
 NM1212  GEOID HEIGHT    -        -24.847 (meters)                     GEOID18
 NM1212  DYNAMIC HEIGHT  -        428.933 (meters)     1407.26  (feet) COMP
 NM1212  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 NM1212
 NM1212  VERT ORDER      -  SECOND    CLASS 0
 NM1212
 NM1212.The horizontal coordinates were scaled from a map and have
 NM1212.an estimated accuracy of +/- 6 seconds.
 NM1212
 NM1212.The orthometric height was determined by differential leveling and
 NM1212.adjusted by the NATIONAL GEODETIC SURVEY
 NM1212.in June 1991.
 NM1212
 NM1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1212.GEOID18 height accuracy estimate available here.
 NM1212
 NM1212.Click photographs - Photos may exist for this station.
 NM1212
 NM1212.The dynamic height is computed by dividing the NAVD 88
 NM1212.geopotential number by the normal gravity value computed on the
 NM1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1212.degrees latitude (g = 980.6199 gals.).
 NM1212
 NM1212.The modeled gravity was interpolated from observed gravity values.
 NM1212
 NM1212;                    North         East    Units  Estimated Accuracy
 NM1212;SPC NE       -   245,490.      743,990.      MT  (+/- 180 meters Scaled)
 NM1212
 NM1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM612523(NAD 83)
 NM1212
 NM1212                          SUPERSEDED SURVEY CONTROL
 NM1212
 NM1212  NGVD 29 (??/??/92)  428.928  (m)         1407.24   (f) ADJ UNCH    2 0
 NM1212
 NM1212.Superseded values are not recommended for survey control.
 NM1212
 NM1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1212.See file dsdata.pdf to determine how the superseded data were derived.
 NM1212
 NM1212_MARKER: DB = BENCH MARK DISK
 NM1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1212_STAMPING: B 141 1935
 NM1212_MARK LOGO: CGS
 NM1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1212+STABILITY: SURFACE MOTION
 NM1212
 NM1212  HISTORY     - Date     Condition        Report By
 NM1212  HISTORY     - 1935     MONUMENTED       CGS
 NM1212
 NM1212                          STATION DESCRIPTION
 NM1212
 NM1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1212'IN PILGER, ON THE CHICAGO AND NORTH WESTERN RAILWAY, 121 FEET
 NM1212'(36.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 215 FEET
 NM1212'(65.5 M) WEST OF A SECTION HOUSE, AND 49.5 FEET (15.1 M) SOUTH OF THE
 NM1212'SOUTH RAIL OF THE MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0598 ***********************************************************************
 ML0598  DESIGNATION -  B 15
 ML0598  PID         -  ML0598
 ML0598  STATE/COUNTY-  NE/CUSTER
 ML0598  COUNTRY     -  US
 ML0598  USGS QUAD   -  SARGENT WEST (2017)
 ML0598
 ML0598                         *CURRENT SURVEY CONTROL
 ML0598  ______________________________________________________________________
 ML0598* NAD 83(1986) POSITION- 41 39 17.     (N) 099 26 33.     (W)   SCALED
 ML0598* NAVD 88 ORTHO HEIGHT -   716.150 (meters)     2349.57  (feet) ADJUSTED
 ML0598  ______________________________________________________________________
 ML0598  GEOID HEIGHT    -        -23.035 (meters)                     GEOID18
 ML0598  DYNAMIC HEIGHT  -        715.793 (meters)     2348.40  (feet) COMP
 ML0598  MODELED GRAVITY -    980,101.1   (mgal)                       NAVD 88
 ML0598
 ML0598  VERT ORDER      -  SECOND    CLASS 0
 ML0598
 ML0598.The horizontal coordinates were scaled from a map and have
 ML0598.an estimated accuracy of +/- 6 seconds.
 ML0598
 ML0598.The orthometric height was determined by differential leveling and
 ML0598.adjusted by the NATIONAL GEODETIC SURVEY
 ML0598.in June 1991.
 ML0598
 ML0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0598.GEOID18 height accuracy estimate available here.
 ML0598
 ML0598.Click photographs - Photos may exist for this station.
 ML0598
 ML0598.The dynamic height is computed by dividing the NAVD 88
 ML0598.geopotential number by the normal gravity value computed on the
 ML0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0598.degrees latitude (g = 980.6199 gals.).
 ML0598
 ML0598.The modeled gravity was interpolated from observed gravity values.
 ML0598
 ML0598;                    North         East    Units  Estimated Accuracy
 ML0598;SPC NE       -   202,370.      546,420.      MT  (+/- 180 meters Scaled)
 ML0598
 ML0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM631115(NAD 83)
 ML0598
 ML0598                          SUPERSEDED SURVEY CONTROL
 ML0598
 ML0598  NGVD 29 (??/??/92)  715.892  (m)         2348.72   (f) ADJ UNCH    2 0
 ML0598
 ML0598.Superseded values are not recommended for survey control.
 ML0598
 ML0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0598.See file dsdata.pdf to determine how the superseded data were derived.
 ML0598
 ML0598_MARKER: DD = SURVEY DISK
 ML0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0598_STAMPING: B 15
 ML0598_MARK LOGO: BOR
 ML0598_PROJECTION: FLUSH
 ML0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0598+STABILITY: SURFACE MOTION
 ML0598
 ML0598  HISTORY     - Date     Condition        Report By
 ML0598  HISTORY     - UNK      MONUMENTED       BOR
 ML0598  HISTORY     - 1950     GOOD             CGS
 ML0598
 ML0598                          STATION DESCRIPTION
 ML0598
 ML0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0598'4.8 MI NW FROM SARGENT.
 ML0598'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0598'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0598'3.1 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 ML0598'AT THE SOUTH END OF A ROW OF COTTONWOOD TREES, 41 FEET NORTH
 ML0598'OF THE CENTER LINE OF THE GRAVELED ROAD, 37 FEET EAST OF THE
 ML0598'CENTER LINE OF A DIRT ROAD LEADING NORTH, 30 FEET SOUTH OF
 ML0598'A FORKED COTTONWOOD TREE, 1 FOOT SOUTH OF A WITNESS POST, SET
 ML0598'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0653 ***********************************************************************
 LG0653  DESIGNATION -  B 15
 LG0653  PID         -  LG0653
 LG0653  STATE/COUNTY-  NE/CLAY
 LG0653  COUNTRY     -  US
 LG0653  USGS QUAD   -  SUTTON (2017)
 LG0653
 LG0653                         *CURRENT SURVEY CONTROL
 LG0653  ______________________________________________________________________
 LG0653* NAD 83(1986) POSITION- 40 36 27.3    (N) 097 51 35.0    (W)   HD_HELD2
 LG0653* NAVD 88 ORTHO HEIGHT -   512.927 (meters)     1682.83  (feet) ADJUSTED
 LG0653  ______________________________________________________________________
 LG0653  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 LG0653  DYNAMIC HEIGHT  -        512.645 (meters)     1681.90  (feet) COMP
 LG0653  MODELED GRAVITY -    980,058.8   (mgal)                       NAVD 88
 LG0653
 LG0653  VERT ORDER      -  FIRST     CLASS II
 LG0653
 LG0653.The horizontal coordinates were established by autonomous hand held GPS
 LG0653.observations and have an estimated accuracy of +/- 10 meters.
 LG0653
 LG0653.The orthometric height was determined by differential leveling and
 LG0653.adjusted by the NATIONAL GEODETIC SURVEY
 LG0653.in June 1991.
 LG0653
 LG0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0653.GEOID18 height accuracy estimate available here.
 LG0653
 LG0653.Click photographs - Photos may exist for this station.
 LG0653
 LG0653.The dynamic height is computed by dividing the NAVD 88
 LG0653.geopotential number by the normal gravity value computed on the
 LG0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0653.degrees latitude (g = 980.6199 gals.).
 LG0653
 LG0653.The modeled gravity was interpolated from observed gravity values.
 LG0653
 LG0653;                    North         East    Units  Estimated Accuracy
 LG0653;SPC NE       -    88,206.      681,078.      MT  (+/- 10 meters HH2 GPS)
 LG0653
 LG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9646695821(NAD 83)
 LG0653
 LG0653                          SUPERSEDED SURVEY CONTROL
 LG0653
 LG0653  NGVD 29 (??/??/92)  512.731  (m)         1682.19   (f) ADJ UNCH    1 2
 LG0653
 LG0653.Superseded values are not recommended for survey control.
 LG0653
 LG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0653.See file dsdata.pdf to determine how the superseded data were derived.
 LG0653
 LG0653_MARKER: DB = BENCH MARK DISK
 LG0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0653_SP_SET: BUILDING
 LG0653_STAMPING: 1682.172 B 15 1933
 LG0653_MARK LOGO: CGS
 LG0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0653+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LG0653
 LG0653  HISTORY     - Date     Condition        Report By
 LG0653  HISTORY     - 1933     MONUMENTED       CGS
 LG0653  HISTORY     - 1934     GOOD             CGS
 LG0653  HISTORY     - 1967     POOR             USGS
 LG0653  HISTORY     - 20120711 GOOD             GEOCAC
 LG0653  HISTORY     - 20200728 GOOD             WSRR
 LG0653
 LG0653                          STATION DESCRIPTION
 LG0653
 LG0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0653'AT SUTTON.
 LG0653'AT SUTTON, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0653'RAILROAD, AT THE NORTHWEST CORNER OF THE MAIN STREET CROSSING,
 LG0653'IN THE SOUTH BRICK WALL OF THE CITY STATE BANK BUILDING, 11
 LG0653'FEET WEST OF THE SOUTHEAST CORNER, AND 3 FEET ABOVE THE CONCRETE
 LG0653'WALK.  A STANDARD DISK, STAMPED 1682.172 B 15 1933 AND SET
 LG0653'VERTICALLY.  NOTE-- BRICK WALL COVERED WITH A NEW MATERIAL.
 LG0653
 LG0653                          STATION RECOVERY (1967)
 LG0653
 LG0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0653'MARK RECOVERED IN POOR CONDITION.
 LG0653
 LG0653                          STATION RECOVERY (2012)
 LG0653
 LG0653'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0653'A BRICK VENEER HAS BEEN ADDED TO THE BUILDING.  AN OPENING WAS LEFT IN
 LG0653'THE VENEER TO ALLOW ACCESS TO THE MARK.  THE DISK IS ABOUT 5 INCHES
 LG0653'BEHIND THE FACE OF THE WALL.
 LG0653
 LG0653                          STATION RECOVERY (2020)
 LG0653
 LG0653'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG0653'STATION RECESSED IN BRICK FACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0286 ***********************************************************************
 LJ0286  DESIGNATION -  B 158
 LJ0286  PID         -  LJ0286
 LJ0286  STATE/COUNTY-  NE/CHASE
 LJ0286  COUNTRY     -  US
 LJ0286  USGS QUAD   -  LAMAR (2017)
 LJ0286
 LJ0286                         *CURRENT SURVEY CONTROL
 LJ0286  ______________________________________________________________________
 LJ0286* NAD 83(1986) POSITION- 40 34 51.     (N) 101 58 07.     (W)   SCALED
 LJ0286* NAVD 88 ORTHO HEIGHT -  1071.067 (meters)     3513.99  (feet) ADJUSTED
 LJ0286  ______________________________________________________________________
 LJ0286  GEOID HEIGHT    -        -21.621 (meters)                     GEOID18
 LJ0286  DYNAMIC HEIGHT  -       1070.317 (meters)     3511.53  (feet) COMP
 LJ0286  MODELED GRAVITY -    979,887.4   (mgal)                       NAVD 88
 LJ0286
 LJ0286  VERT ORDER      -  SECOND    CLASS 0
 LJ0286
 LJ0286.The horizontal coordinates were scaled from a map and have
 LJ0286.an estimated accuracy of +/- 6 seconds.
 LJ0286
 LJ0286.The orthometric height was determined by differential leveling and
 LJ0286.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0286.in June 1991.
 LJ0286
 LJ0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0286.GEOID18 height accuracy estimate available here.
 LJ0286
 LJ0286.Click photographs - Photos may exist for this station.
 LJ0286
 LJ0286.The dynamic height is computed by dividing the NAVD 88
 LJ0286.geopotential number by the normal gravity value computed on the
 LJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0286.degrees latitude (g = 980.6199 gals.).
 LJ0286
 LJ0286.The modeled gravity was interpolated from observed gravity values.
 LJ0286
 LJ0286;                    North         East    Units  Estimated Accuracy
 LJ0286;SPC NE       -    84,890.      333,380.      MT  (+/- 180 meters Scaled)
 LJ0286
 LJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK487964(NAD 83)
 LJ0286
 LJ0286                          SUPERSEDED SURVEY CONTROL
 LJ0286
 LJ0286  NGVD 29 (??/??/92) 1070.629  (m)         3512.56   (f) ADJ UNCH    2 0
 LJ0286
 LJ0286.Superseded values are not recommended for survey control.
 LJ0286
 LJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0286.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0286
 LJ0286_MARKER: DB = BENCH MARK DISK
 LJ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0286_STAMPING: B 158 1934
 LJ0286_MARK LOGO: CGS
 LJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0286+STABILITY: SURFACE MOTION
 LJ0286
 LJ0286  HISTORY     - Date     Condition        Report By
 LJ0286  HISTORY     - 1934     MONUMENTED       CGS
 LJ0286  HISTORY     - 1968     POOR             CGS
 LJ0286
 LJ0286                          STATION DESCRIPTION
 LJ0286
 LJ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LJ0286'17.8 MI E FROM HOLYOKE.
 LJ0286'IN CHASE COUNTY, NEBRASKA, 17.8 MILES EAST ALONG U.S. HIGHWAY 6
 LJ0286'FROM THE COURTHOUSE AT HOLYOKE, PHILLIPS COUNTY, COLORADO, ON
 LJ0286'THE OUTSIDE OF A CURVE FROM EAST TO SOUTH, 51 FEET SOUTH OF THE
 LJ0286'CENTER LINE OF A T-ROAD LEADING EAST, 33 FEET WEST OF THE CENTER
 LJ0286'LINE OF A T-ROAD LEADING NORTH, AND 15 FEET SOUTH AND 3 FEET
 LJ0286'EAST OF A POWER TRANSMISSION LINE POLE.  A STANDARD DISK,
 LJ0286'STAMPED B 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0286'NOTE-- LEANING DUE TO DIRT ERODING FROM AROUND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0208 ***********************************************************************
 LJ0208  DESIGNATION -  B 159
 LJ0208  PID         -  LJ0208
 LJ0208  STATE/COUNTY-  NE/HAYES
 LJ0208  COUNTRY     -  US
 LJ0208  USGS QUAD   -  PALISADE SW (2017)
 LJ0208
 LJ0208                         *CURRENT SURVEY CONTROL
 LJ0208  ______________________________________________________________________
 LJ0208* NAD 83(1986) POSITION- 40 22 04.     (N) 101 10 02.     (W)   SCALED
 LJ0208* NAVD 88 ORTHO HEIGHT -   855.410 (meters)     2806.46  (feet) ADJUSTED
 LJ0208  ______________________________________________________________________
 LJ0208  GEOID HEIGHT    -        -23.027 (meters)                     GEOID18
 LJ0208  DYNAMIC HEIGHT  -        854.837 (meters)     2804.58  (feet) COMP
 LJ0208  MODELED GRAVITY -    979,927.1   (mgal)                       NAVD 88
 LJ0208
 LJ0208  VERT ORDER      -  SECOND    CLASS 0
 LJ0208
 LJ0208.The horizontal coordinates were scaled from a map and have
 LJ0208.an estimated accuracy of +/- 6 seconds.
 LJ0208
 LJ0208.The orthometric height was determined by differential leveling and
 LJ0208.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0208.in June 1991.
 LJ0208
 LJ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0208.GEOID18 height accuracy estimate available here.
 LJ0208
 LJ0208.Click photographs - Photos may exist for this station.
 LJ0208
 LJ0208.The dynamic height is computed by dividing the NAVD 88
 LJ0208.geopotential number by the normal gravity value computed on the
 LJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0208.degrees latitude (g = 980.6199 gals.).
 LJ0208
 LJ0208.The modeled gravity was interpolated from observed gravity values.
 LJ0208
 LJ0208;                    North         East    Units  Estimated Accuracy
 LJ0208;SPC NE       -    60,010.      400,880.      MT  (+/- 180 meters Scaled)
 LJ0208
 LJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK159708(NAD 83)
 LJ0208
 LJ0208                          SUPERSEDED SURVEY CONTROL
 LJ0208
 LJ0208  NGVD 29 (??/??/92)  855.069  (m)         2805.34   (f) ADJ UNCH    2 0
 LJ0208
 LJ0208.Superseded values are not recommended for survey control.
 LJ0208
 LJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0208.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0208
 LJ0208_MARKER: DB = BENCH MARK DISK
 LJ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0208_STAMPING: B 159 1934
 LJ0208_MARK LOGO: CGS
 LJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0208+STABILITY: SURFACE MOTION
 LJ0208
 LJ0208  HISTORY     - Date     Condition        Report By
 LJ0208  HISTORY     - 1934     MONUMENTED       CGS
 LJ0208  HISTORY     - 1941     GOOD             CGS
 LJ0208
 LJ0208                          STATION DESCRIPTION
 LJ0208
 LJ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0208'3.5 MI W FROM PALISADE.
 LJ0208'3.5 MILES WEST OF RAILROAD STATION AT PALISADE ON U.S. HIGHWAY
 LJ0208'6 ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.  IN NORTH
 LJ0208'HEAD WALL OF CULVERT ON HIGHWAY.  45 FEET SOUTH OF CENTERLINE
 LJ0208'OF TRACKS, AND 4 FEET BELOW TRACKS.
 LJ0208
 LJ0208                          STATION RECOVERY (1941)
 LJ0208
 LJ0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0209 ***********************************************************************
 LJ0209  DESIGNATION -  B 159 RESET
 LJ0209  PID         -  LJ0209
 LJ0209  STATE/COUNTY-  NE/HAYES
 LJ0209  COUNTRY     -  US
 LJ0209  USGS QUAD   -  PALISADE SW (2017)
 LJ0209
 LJ0209                         *CURRENT SURVEY CONTROL
 LJ0209  ______________________________________________________________________
 LJ0209* NAD 83(1986) POSITION- 40 22 04.52   (N) 101 10 01.81   (W)   HD_HELD1
 LJ0209* NAVD 88 ORTHO HEIGHT -   856.18  (meters)     2809.0   (feet) RESET
 LJ0209  ______________________________________________________________________
 LJ0209  GEOID HEIGHT    -        -23.027 (meters)                     GEOID18
 LJ0209  VERT ORDER      -  THIRD
 LJ0209
 LJ0209.The horizontal coordinates were determined by differentially corrected
 LJ0209.hand held GPS observations or other comparable positioning techniques
 LJ0209.and have an estimated accuracy of +/- 3 meters.
 LJ0209
 LJ0209.The orthometric height was computed from unverified reset data.
 LJ0209
 LJ0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0209.GEOID18 height accuracy estimate available here.
 LJ0209
 LJ0209.Click photographs - Photos may exist for this station.
 LJ0209
 LJ0209;                    North         East    Units  Estimated Accuracy
 LJ0209;SPC NE       -    60,025.5     400,885.4     MT  (+/- 3 meters HH1 GPS) 
 LJ0209
 LJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1600070848(NAD 83)
 LJ0209
 LJ0209                          SUPERSEDED SURVEY CONTROL
 LJ0209
 LJ0209.No superseded survey control is available for this station.
 LJ0209
 LJ0209_MARKER: DV = VERTICAL CONTROL DISK
 LJ0209_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LJ0209+WITH SETTING: INTO GROUND
 LJ0209_STAMPING: B 159 RESET 1973
 LJ0209_MARK LOGO: NGS
 LJ0209_PROJECTION: PROJECTING 5 CENTIMETERS
 LJ0209_MAGNETIC: I = MARKER IS A STEEL ROD
 LJ0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0209+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2020
 LJ0209
 LJ0209  HISTORY     - Date     Condition        Report By
 LJ0209  HISTORY     - 1973     MONUMENTED       NGS
 LJ0209  HISTORY     - 1973     GOOD             NGS
 LJ0209  HISTORY     - 20200225 GOOD             NEGS
 LJ0209
 LJ0209                          STATION DESCRIPTION
 LJ0209
 LJ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LJ0209'3.5 MI W FROM PALISADE.
 LJ0209'TO REACH THE BENCH MARK FROM THE VILLAGE OF PALISADE, GO WEST
 LJ0209'ON U.S. HIGHWAY 6 FOR 3.5 MILES TO THE BENCH MARK ON THE RIGHT.
 LJ0209'THE BENCH MARK IS A STANDARD DISK STAMPED B 159 RESET 1973,
 LJ0209'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 LJ0209'10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LJ0209'PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LJ0209'20.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND 10
 LJ0209'INCHES EAST OF A METAL WITNESS POST.  THIS MARK WAS SET ABOUT
 LJ0209'100 FEET NORTHWEST OF THE ORIGINAL BENCH MARK.
 LJ0209
 LJ0209                          STATION RECOVERY (1973)
 LJ0209
 LJ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0209'RECOVERED IN GOOD CONDITION.
 LJ0209
 LJ0209                          STATION RECOVERY (2020)
 LJ0209
 LJ0209'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LJ0209'TO REACH FROM THE VILLAGE OF PALISADE AT THE INTERSECTION OF HIGHWAY 6
 LJ0209'AND SOUTH MAIN STREET, TRAVEL WEST 3.5 MI (5.6 KM).  AT MILE POST 54,
 LJ0209'STATION IS LOCATED IN THE NORTH R.O.W. BETWEEN THE RAILROAD AND
 LJ0209'HIGHWAY 6, 100 FT (30.5 M) NORTHWEST OF THE ORIGINAL BENCH MARK.  IT
 LJ0209'IS 20.5 FT (6.2 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND
 LJ0209'0.8 FT (24 CM) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0545 ***********************************************************************
 LH0545  DESIGNATION -  B 16
 LH0545  PID         -  LH0545
 LH0545  STATE/COUNTY-  NE/BUFFALO
 LH0545  COUNTRY     -  US
 LH0545  USGS QUAD   -  MILLER (2017)
 LH0545
 LH0545                         *CURRENT SURVEY CONTROL
 LH0545  ______________________________________________________________________
 LH0545* NAD 83(1986) POSITION- 40 53 09.94   (N) 099 24 07.71   (W)   HD_HELD1
 LH0545* NAVD 88 ORTHO HEIGHT -   722.050 (meters)     2368.93  (feet) ADJUSTED
 LH0545  ______________________________________________________________________
 LH0545  GEOID HEIGHT    -        -23.922 (meters)                     GEOID18
 LH0545  DYNAMIC HEIGHT  -        721.640 (meters)     2367.58  (feet) COMP
 LH0545  MODELED GRAVITY -    980,032.1   (mgal)                       NAVD 88
 LH0545
 LH0545  VERT ORDER      -  FIRST     CLASS II
 LH0545
 LH0545.The horizontal coordinates were determined by differentially corrected
 LH0545.hand held GPS observations or other comparable positioning techniques
 LH0545.and have an estimated accuracy of +/- 3 meters.
 LH0545
 LH0545.The orthometric height was determined by differential leveling and
 LH0545.adjusted by the NATIONAL GEODETIC SURVEY
 LH0545.in June 1991.
 LH0545
 LH0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0545.GEOID18 height accuracy estimate available here.
 LH0545
 LH0545.Click photographs - Photos may exist for this station.
 LH0545
 LH0545.The dynamic height is computed by dividing the NAVD 88
 LH0545.geopotential number by the normal gravity value computed on the
 LH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0545.degrees latitude (g = 980.6199 gals.).
 LH0545
 LH0545.The modeled gravity was interpolated from observed gravity values.
 LH0545
 LH0545;                    North         East    Units  Estimated Accuracy
 LH0545;SPC NE       -   117,059.3     550,372.7     MT  (+/- 3 meters HH1 GPS) 
 LH0545
 LH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6612126190(NAD 83)
 LH0545
 LH0545                          SUPERSEDED SURVEY CONTROL
 LH0545
 LH0545  NGVD 29 (??/??/92)  721.789  (m)         2368.07   (f) ADJ UNCH    1 2
 LH0545
 LH0545.Superseded values are not recommended for survey control.
 LH0545
 LH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0545.See file dsdata.pdf to determine how the superseded data were derived.
 LH0545
 LH0545_MARKER: DB = BENCH MARK DISK
 LH0545_STAMPING: B 16 1933
 LH0545_MARK LOGO: CGS
 LH0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0545
 LH0545  HISTORY     - Date     Condition        Report By
 LH0545  HISTORY     - 1933     MONUMENTED       CGS
 LH0545  HISTORY     - 1967     GOOD             CGS
 LH0545
 LH0545                          STATION DESCRIPTION
 LH0545
 LH0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0545'3.6 MI SW FROM MILLER.
 LH0545'TO REACH FROM THE RAILROAD CROSSING AT MILLER, GO SOUTH ON
 LH0545'U.S. HIGHWAY 183 FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN
 LH0545'RIGHT AND GO WEST AND SOUTH ON OLD U.S. HIGHWAY 183 FOR 1.55
 LH0545'MILES TO THE MARK ON THE RIGHT.  THE OLD FARMHOUSE AND BUILDINGS
 LH0545'MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER REMAINS.  THE
 LH0545'MARK IS 40 FEET WEST OF THE CENTER OF OLD HIGHWAY, 7 FEET
 LH0545'EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND
 LH0545'ABOUT 200 YARDS SOUTH OF A CROSSROAD AND A WINDMILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0244 ***********************************************************************
 MM0244  DESIGNATION -  B 160 RESET
 MM0244  PID         -  MM0244
 MM0244  STATE/COUNTY-  NE/KEITH
 MM0244  COUNTRY     -  US
 MM0244  USGS QUAD   -  OGALLALA SW (2017)
 MM0244
 MM0244                         *CURRENT SURVEY CONTROL
 MM0244  ______________________________________________________________________
 MM0244* NAD 83(1986) POSITION- 41 04 08.97   (N) 101 43 12.29   (W)   HD_HELD1
 MM0244* NAVD 88 ORTHO HEIGHT -  1043.84  (meters)     3424.7   (feet) RESET
 MM0244  ______________________________________________________________________
 MM0244  GEOID HEIGHT    -        -21.032 (meters)                     GEOID18
 MM0244  VERT ORDER      -  THIRD
 MM0244
 MM0244.The horizontal coordinates were determined by differentially corrected
 MM0244.hand held GPS observations or other comparable positioning techniques
 MM0244.and have an estimated accuracy of +/- 3 meters.
 MM0244
 MM0244.The orthometric height was computed from unverified reset data.
 MM0244
 MM0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0244.GEOID18 height accuracy estimate available here.
 MM0244
 MM0244.Click photographs - Photos may exist for this station.
 MM0244
 MM0244;                    North         East    Units  Estimated Accuracy
 MM0244;SPC NE       -   138,646.5     355,486.8     MT  (+/- 3 meters HH1 GPS) 
 MM0244
 MM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7146449999(NAD 83)
 MM0244
 MM0244                          SUPERSEDED SURVEY CONTROL
 MM0244
 MM0244.No superseded survey control is available for this station.
 MM0244
 MM0244_MARKER: DB = BENCH MARK DISK
 MM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0244_STAMPING: B 160 RESET 1972
 MM0244_MARK LOGO: CGS
 MM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0244+STABILITY: SURFACE MOTION
 MM0244
 MM0244  HISTORY     - Date     Condition        Report By
 MM0244  HISTORY     - 1972     MONUMENTED       NGS
 MM0244  HISTORY     - 1986     GOOD             USPSQD
 MM0244
 MM0244                          STATION DESCRIPTION
 MM0244
 MM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0244'3.9 MI S FROM OGALLALA.
 MM0244'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0244'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO SOUTH
 MM0244'ON HIGHWAY 61 FOR 3.3 MILES TO THE BENCH MARK ON THE LEFT, 93
 MM0244'FEET EAST OF THE CENTER OF HIGHWAY 61, 3 FEET NORTH OF A POWER
 MM0244'POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE BENCH MARK
 MM0244'IS A STANDARD DISK STAMPED B 160 RESET 1972, SET IN THE TOP OF
 MM0244'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 MM0244'ABOVE THE GROUND SURFACE.
 MM0244
 MM0244                          STATION RECOVERY (1986)
 MM0244
 MM0244'RECOVERY NOTE BY US POWER SQUADRON 1986 (DR)
 MM0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0241 ***********************************************************************
 LJ0241  DESIGNATION -  B 162
 LJ0241  PID         -  LJ0241
 LJ0241  STATE/COUNTY-  NE/DUNDY
 LJ0241  COUNTRY     -  US
 LJ0241  USGS QUAD   -  OUGH (2017)
 LJ0241
 LJ0241                         *CURRENT SURVEY CONTROL
 LJ0241  ______________________________________________________________________
 LJ0241* NAD 83(1986) POSITION- 40 18 25.     (N) 101 30 45.     (W)   SCALED
 LJ0241* NAVD 88 ORTHO HEIGHT -  1008.727 (meters)     3309.47  (feet) ADJUSTED
 LJ0241  ______________________________________________________________________
 LJ0241  GEOID HEIGHT    -        -22.738 (meters)                     GEOID18
 LJ0241  DYNAMIC HEIGHT  -       1008.012 (meters)     3307.12  (feet) COMP
 LJ0241  MODELED GRAVITY -    979,881.8   (mgal)                       NAVD 88
 LJ0241
 LJ0241  VERT ORDER      -  SECOND    CLASS 0
 LJ0241
 LJ0241.The horizontal coordinates were scaled from a map and have
 LJ0241.an estimated accuracy of +/- 6 seconds.
 LJ0241
 LJ0241.The orthometric height was determined by differential leveling and
 LJ0241.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0241.in June 1991.
 LJ0241
 LJ0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0241.GEOID18 height accuracy estimate available here.
 LJ0241
 LJ0241.Click photographs - Photos may exist for this station.
 LJ0241
 LJ0241.The dynamic height is computed by dividing the NAVD 88
 LJ0241.geopotential number by the normal gravity value computed on the
 LJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0241.degrees latitude (g = 980.6199 gals.).
 LJ0241
 LJ0241.The modeled gravity was interpolated from observed gravity values.
 LJ0241
 LJ0241;                    North         East    Units  Estimated Accuracy
 LJ0241;SPC NE       -    53,710.      371,450.      MT  (+/- 180 meters Scaled)
 LJ0241
 LJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK864648(NAD 83)
 LJ0241
 LJ0241                          SUPERSEDED SURVEY CONTROL
 LJ0241
 LJ0241  NGVD 29 (??/??/92) 1008.345  (m)         3308.21   (f) ADJ UNCH    2 0
 LJ0241
 LJ0241.Superseded values are not recommended for survey control.
 LJ0241
 LJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0241.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0241
 LJ0241_MARKER: DB = BENCH MARK DISK
 LJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0241_STAMPING: B 162 1934
 LJ0241_MARK LOGO: CGS
 LJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0241+STABILITY: SURFACE MOTION
 LJ0241
 LJ0241  HISTORY     - Date     Condition        Report By
 LJ0241  HISTORY     - 1934     MONUMENTED       CGS
 LJ0241  HISTORY     - 1941     GOOD             CGS
 LJ0241  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0241
 LJ0241                          STATION DESCRIPTION
 LJ0241
 LJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0241'11.1 MI S FROM ENDERS.
 LJ0241'IN DUNDY COUNTY, 11.1 MILES SOUTH ALONG OLD STATE HIGHWAY 61 FROM
 LJ0241'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ENDERS,
 LJ0241'CHASE COUNTY, ABOUT 1/2 MILE SOUTH OF A FARMHOUSE, 18 FEET
 LJ0241'SOUTH OF THE CENTERLINE OF A CROSS ROAD, AND 39 FEET EAST
 LJ0241'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LJ0241'B 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0241
 LJ0241                          STATION RECOVERY (1973)
 LJ0241
 LJ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0188 ***********************************************************************
 LJ0188  DESIGNATION -  B 163 RESET
 LJ0188  PID         -  LJ0188
 LJ0188  STATE/COUNTY-  NE/PERKINS
 LJ0188  COUNTRY     -  US
 LJ0188  USGS QUAD   -  GRAINTON (2017)
 LJ0188
 LJ0188                         *CURRENT SURVEY CONTROL
 LJ0188  ______________________________________________________________________
 LJ0188* NAD 83(1986) POSITION- 40 46 54.     (N) 101 17 03.     (W)   SCALED
 LJ0188* NAVD 88 ORTHO HEIGHT -   973.53  (meters)     3194.0   (feet) RESET
 LJ0188  ______________________________________________________________________
 LJ0188  GEOID HEIGHT    -        -22.176 (meters)                     GEOID18
 LJ0188  VERT ORDER      -  THIRD
 LJ0188
 LJ0188.The horizontal coordinates were scaled from a map and have
 LJ0188.an estimated accuracy of +/- 6 seconds.
 LJ0188
 LJ0188.The orthometric height was computed from unverified reset data.
 LJ0188
 LJ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0188.GEOID18 height accuracy estimate available here.
 LJ0188
 LJ0188.Click photographs - Photos may exist for this station.
 LJ0188
 LJ0188;                    North         East    Units  Estimated Accuracy
 LJ0188;SPC NE       -   106,100.      391,630.      MT  (+/- 180 meters Scaled)
 LJ0188
 LJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL072170(NAD 83)
 LJ0188
 LJ0188                          SUPERSEDED SURVEY CONTROL
 LJ0188
 LJ0188  NGVD 29 (??/??/??)  973.13   (m)         3192.7    (f) RESET       3  
 LJ0188
 LJ0188.Superseded values are not recommended for survey control.
 LJ0188
 LJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0188.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0188
 LJ0188_MARKER: DB = BENCH MARK DISK
 LJ0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0188_SP_SET: BRIDGE
 LJ0188_STAMPING: B 163 RESET 1940
 LJ0188_MARK LOGO: CGS
 LJ0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0188
 LJ0188  HISTORY     - Date     Condition        Report By
 LJ0188  HISTORY     - 1940     MONUMENTED       NEDR
 LJ0188
 LJ0188                          STATION DESCRIPTION
 LJ0188
 LJ0188'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1940
 LJ0188'2.9 MI S FROM GRAINTON.
 LJ0188'2.9 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE CHICAGO, BURLINGTON
 LJ0188'AND QUINCY RAILROAD STATION AT GRAINTON, ABOUT 0.8 MILE SOUTH OF
 LJ0188'A FARMHOUSE, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE NORTHWEST
 LJ0188'CONCRETE WINGWALL.  31 FEET WEST AND 93 FEET SOUTH OF THE
 LJ0188'ORIGINAL BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0810 ***********************************************************************
 LH0810  DESIGNATION -  B 164
 LH0810  PID         -  LH0810
 LH0810  STATE/COUNTY-  NE/GOSPER
 LH0810  COUNTRY     -  US
 LH0810  USGS QUAD   -  ELWOOD (2017)
 LH0810
 LH0810                         *CURRENT SURVEY CONTROL
 LH0810  ______________________________________________________________________
 LH0810* NAD 83(1986) POSITION- 40 34 58.     (N) 099 46 12.     (W)   SCALED
 LH0810* NAVD 88 ORTHO HEIGHT -   786.382 (meters)     2579.99  (feet) ADJUSTED
 LH0810  ______________________________________________________________________
 LH0810  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 LH0810  DYNAMIC HEIGHT  -        785.885 (meters)     2578.36  (feet) COMP
 LH0810  MODELED GRAVITY -    979,966.4   (mgal)                       NAVD 88
 LH0810
 LH0810  VERT ORDER      -  SECOND    CLASS 0
 LH0810
 LH0810.The horizontal coordinates were scaled from a map and have
 LH0810.an estimated accuracy of +/- 6 seconds.
 LH0810
 LH0810.The orthometric height was determined by differential leveling and
 LH0810.adjusted by the NATIONAL GEODETIC SURVEY
 LH0810.in June 1991.
 LH0810
 LH0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0810.GEOID18 height accuracy estimate available here.
 LH0810
 LH0810.Click photographs - Photos may exist for this station.
 LH0810
 LH0810.The dynamic height is computed by dividing the NAVD 88
 LH0810.geopotential number by the normal gravity value computed on the
 LH0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0810.degrees latitude (g = 980.6199 gals.).
 LH0810
 LH0810.The modeled gravity was interpolated from observed gravity values.
 LH0810
 LH0810;                    North         East    Units  Estimated Accuracy
 LH0810;SPC NE       -    83,240.      519,470.      MT  (+/- 180 meters Scaled)
 LH0810
 LH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK348927(NAD 83)
 LH0810
 LH0810                          SUPERSEDED SURVEY CONTROL
 LH0810
 LH0810  NGVD 29 (??/??/92)  786.072  (m)         2578.97   (f) ADJ UNCH    2 0
 LH0810
 LH0810.Superseded values are not recommended for survey control.
 LH0810
 LH0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0810.See file dsdata.pdf to determine how the superseded data were derived.
 LH0810
 LH0810_MARKER: DB = BENCH MARK DISK
 LH0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0810_STAMPING: B 164 1934
 LH0810_MARK LOGO: CGS
 LH0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0810+STABILITY: SURFACE MOTION
 LH0810
 LH0810  HISTORY     - Date     Condition        Report By
 LH0810  HISTORY     - 1934     MONUMENTED       CGS
 LH0810
 LH0810                          STATION DESCRIPTION
 LH0810
 LH0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0810'1.5 MI W FROM SMITHFIELD.
 LH0810'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0810'FROM THE STATION AT SMITHFIELD, GOSPER COUNTY, 6 RAILS EAST
 LH0810'OF A ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE
 LH0810'TRACK, AND 30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 23.
 LH0810'A STANDARD DISK, STAMPED B 164 1934 AND SET IN THE TOP OF A
 LH0810'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0127 ***********************************************************************
 LJ0127  DESIGNATION -  B 165
 LJ0127  PID         -  LJ0127
 LJ0127  STATE/COUNTY-  NE/LINCOLN
 LJ0127  COUNTRY     -  US
 LJ0127  USGS QUAD   -  CURTIS NW (2017)
 LJ0127
 LJ0127                         *CURRENT SURVEY CONTROL
 LJ0127  ______________________________________________________________________
 LJ0127* NAD 83(1986) POSITION- 40 44 13.     (N) 100 41 32.     (W)   SCALED
 LJ0127* NAVD 88 ORTHO HEIGHT -   836.762 (meters)     2745.28  (feet) ADJUSTED
 LJ0127  ______________________________________________________________________
 LJ0127  GEOID HEIGHT    -        -22.928 (meters)                     GEOID18
 LJ0127  DYNAMIC HEIGHT  -        836.234 (meters)     2743.54  (feet) COMP
 LJ0127  MODELED GRAVITY -    979,965.8   (mgal)                       NAVD 88
 LJ0127
 LJ0127  VERT ORDER      -  SECOND    CLASS 0
 LJ0127
 LJ0127.The horizontal coordinates were scaled from a map and have
 LJ0127.an estimated accuracy of +/- 6 seconds.
 LJ0127
 LJ0127.The orthometric height was determined by differential leveling and
 LJ0127.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0127.in June 1991.
 LJ0127
 LJ0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0127.GEOID18 height accuracy estimate available here.
 LJ0127
 LJ0127.Click photographs - Photos may exist for this station.
 LJ0127
 LJ0127.The dynamic height is computed by dividing the NAVD 88
 LJ0127.geopotential number by the normal gravity value computed on the
 LJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0127.degrees latitude (g = 980.6199 gals.).
 LJ0127
 LJ0127.The modeled gravity was interpolated from observed gravity values.
 LJ0127
 LJ0127;                    North         East    Units  Estimated Accuracy
 LJ0127;SPC NE       -   100,560.      441,540.      MT  (+/- 180 meters Scaled)
 LJ0127
 LJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL571109(NAD 83)
 LJ0127
 LJ0127                          SUPERSEDED SURVEY CONTROL
 LJ0127
 LJ0127  NGVD 29 (??/??/92)  836.396  (m)         2744.08   (f) ADJ UNCH    2 0
 LJ0127
 LJ0127.Superseded values are not recommended for survey control.
 LJ0127
 LJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0127.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0127
 LJ0127_MARKER: DB = BENCH MARK DISK
 LJ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0127_STAMPING: B 165 1934
 LJ0127_MARK LOGO: CGS
 LJ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0127+STABILITY: SURFACE MOTION
 LJ0127
 LJ0127  HISTORY     - Date     Condition        Report By
 LJ0127  HISTORY     - 1934     MONUMENTED       CGS
 LJ0127  HISTORY     - 1939     GOOD             CGS
 LJ0127  HISTORY     - 1981     GOOD
 LJ0127
 LJ0127                          STATION DESCRIPTION
 LJ0127
 LJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0127'2.4 MI E FROM WELLFLEET.
 LJ0127'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0127'FROM THE STATION AT WELLFLEET, LINCOLN COUNTY, 5 POLES EAST OF
 LJ0127'MILEPOST 86, AT A ROAD CROSSING, 65 FEET WEST OF THE CENTERLINE
 LJ0127'OF THE ROAD, 55 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LJ0127'ABOUT 2 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 LJ0127'STAMPED B 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0127
 LJ0127                          STATION RECOVERY (1981)
 LJ0127
 LJ0127'RECOVERED 1981
 LJ0127'SHOULD BE 60' W OF CENTERLINE LANE OF RD 35' S OF CENTERLANE OF RR
 LJ0127'TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0701 ***********************************************************************
 LH0701  DESIGNATION -  B 166
 LH0701  PID         -  LH0701
 LH0701  STATE/COUNTY-  NE/PHELPS
 LH0701  COUNTRY     -  US
 LH0701  USGS QUAD   -  HOLDREGE WEST (2017)
 LH0701
 LH0701                         *CURRENT SURVEY CONTROL
 LH0701  ______________________________________________________________________
 LH0701* NAD 83(1986) POSITION- 40 23 57.     (N) 099 26 00.     (W)   SCALED
 LH0701* NAVD 88 ORTHO HEIGHT -   717.427 (meters)     2353.76  (feet) ADJUSTED
 LH0701  ______________________________________________________________________
 LH0701  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 LH0701  DYNAMIC HEIGHT  -        716.983 (meters)     2352.30  (feet) COMP
 LH0701  MODELED GRAVITY -    979,983.6   (mgal)                       NAVD 88
 LH0701
 LH0701  VERT ORDER      -  SECOND    CLASS 0
 LH0701
 LH0701.The horizontal coordinates were scaled from a map and have
 LH0701.an estimated accuracy of +/- 6 seconds.
 LH0701
 LH0701.The orthometric height was determined by differential leveling and
 LH0701.adjusted by the NATIONAL GEODETIC SURVEY
 LH0701.in June 1991.
 LH0701
 LH0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0701.GEOID18 height accuracy estimate available here.
 LH0701
 LH0701.Click photographs - Photos may exist for this station.
 LH0701
 LH0701.The dynamic height is computed by dividing the NAVD 88
 LH0701.geopotential number by the normal gravity value computed on the
 LH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0701.degrees latitude (g = 980.6199 gals.).
 LH0701
 LH0701.The modeled gravity was interpolated from observed gravity values.
 LH0701
 LH0701;                    North         East    Units  Estimated Accuracy
 LH0701;SPC NE       -    62,980.      548,100.      MT  (+/- 180 meters Scaled)
 LH0701
 LH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK632721(NAD 83)
 LH0701
 LH0701                          SUPERSEDED SURVEY CONTROL
 LH0701
 LH0701  NGVD 29 (??/??/92)  717.148  (m)         2352.84   (f) ADJ UNCH    2 0
 LH0701
 LH0701.Superseded values are not recommended for survey control.
 LH0701
 LH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0701.See file dsdata.pdf to determine how the superseded data were derived.
 LH0701
 LH0701_MARKER: DB = BENCH MARK DISK
 LH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0701_STAMPING: B 166 1934
 LH0701_MARK LOGO: CGS
 LH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0701+STABILITY: SURFACE MOTION
 LH0701
 LH0701  HISTORY     - Date     Condition        Report By
 LH0701  HISTORY     - 1934     MONUMENTED       CGS
 LH0701  HISTORY     - 1938     GOOD             USGS
 LH0701
 LH0701                          STATION DESCRIPTION
 LH0701
 LH0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0701'2.8 MI NE FROM ATLANTA.
 LH0701'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0701'RAILROAD FROM THE STATION AT ATLANTA, PHELPS COUNTY, 3 POLES
 LH0701'NORTH OF A ROAD CROSSING, 60 FEET WEST OF THE CENTER LINE OF THE
 LH0701'TRACK, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET
 LH0701'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 166 1934 AND
 LH0701'SET IN THE TOP OF A CONCRETE POST.
 LH0701
 LH0701                          STATION RECOVERY (1938)
 LH0701
 LH0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 LH0701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0344 ***********************************************************************
 LH0344  DESIGNATION -  B 169 RESET
 LH0344  PID         -  LH0344
 LH0344  STATE/COUNTY-  NE/FRANKLIN
 LH0344  COUNTRY     -  US
 LH0344  USGS QUAD   -  FRANKLIN (2017)
 LH0344
 LH0344                         *CURRENT SURVEY CONTROL
 LH0344  ______________________________________________________________________
 LH0344* NAD 83(1986) POSITION- 40 06 11.     (N) 098 57 06.     (W)   SCALED
 LH0344* NAVD 88 ORTHO HEIGHT -   576.70  (meters)     1892.1   (feet) RESET
 LH0344  ______________________________________________________________________
 LH0344  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 LH0344  VERT ORDER      -  THIRD
 LH0344
 LH0344.The horizontal coordinates were scaled from a map and have
 LH0344.an estimated accuracy of +/- 6 seconds.
 LH0344
 LH0344.The orthometric height was computed from unverified reset data.
 LH0344
 LH0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0344.GEOID18 height accuracy estimate available here.
 LH0344
 LH0344.Click photographs - Photos may exist for this station.
 LH0344
 LH0344;                    North         East    Units  Estimated Accuracy
 LH0344;SPC NE       -    30,490.      589,380.      MT  (+/- 180 meters Scaled)
 LH0344
 LH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK041391(NAD 83)
 LH0344
 LH0344                          SUPERSEDED SURVEY CONTROL
 LH0344
 LH0344  NGVD 29 (??/??/??)  576.45   (m)         1891.2    (f) RESET       3  
 LH0344
 LH0344.Superseded values are not recommended for survey control.
 LH0344
 LH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0344.See file dsdata.pdf to determine how the superseded data were derived.
 LH0344
 LH0344_MARKER: DB = BENCH MARK DISK
 LH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0344_STAMPING: B 169 RESET 1947
 LH0344_MARK LOGO: CGS
 LH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0344+STABILITY: SURFACE MOTION
 LH0344
 LH0344  HISTORY     - Date     Condition        Report By
 LH0344  HISTORY     - 1947     MONUMENTED       NEDR
 LH0344  HISTORY     - 1973     MARK NOT FOUND   USGS
 LH0344
 LH0344                          STATION DESCRIPTION
 LH0344
 LH0344'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0344'AT FRANKLIN.
 LH0344'AT FRANKLIN, FRANKLIN COUNTY, ON STATE HIGHWAY 10, 375 FEET
 LH0344'NORTH OF THE END OF THE PAVEMENT IN 1947, 155.8 FEET SOUTH OF
 LH0344'THE INTERSECTION OF A COUNTY ROAD, 42.4 FEET WEST OF THE CENTER
 LH0344'LINE OF THE HIGHWAY, AND NEAR A SECTION CORNER.  A STANDARD
 LH0344'DISK, STAMPED B 169 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 LH0344'POST.
 LH0344
 LH0344                          STATION RECOVERY (1973)
 LH0344
 LH0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0554 ***********************************************************************
 ML0554  DESIGNATION -  B 17
 ML0554  PID         -  ML0554
 ML0554  STATE/COUNTY-  NE/CUSTER
 ML0554  COUNTRY     -  US
 ML0554  USGS QUAD   -  SARGENT SW (2017)
 ML0554
 ML0554                         *CURRENT SURVEY CONTROL
 ML0554  ______________________________________________________________________
 ML0554* NAD 83(1986) POSITION- 41 30 19.     (N) 099 23 11.     (W)   SCALED
 ML0554* NAVD 88 ORTHO HEIGHT -   776.400 (meters)     2547.24  (feet) ADJUSTED
 ML0554  ______________________________________________________________________
 ML0554  GEOID HEIGHT    -        -23.123 (meters)                     GEOID18
 ML0554  DYNAMIC HEIGHT  -        775.999 (meters)     2545.92  (feet) COMP
 ML0554  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 ML0554
 ML0554  VERT ORDER      -  FIRST     CLASS II
 ML0554
 ML0554.The horizontal coordinates were scaled from a map and have
 ML0554.an estimated accuracy of +/- 6 seconds.
 ML0554
 ML0554.The orthometric height was determined by differential leveling and
 ML0554.adjusted by the NATIONAL GEODETIC SURVEY
 ML0554.in June 1991.
 ML0554
 ML0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0554.GEOID18 height accuracy estimate available here.
 ML0554
 ML0554.Click photographs - Photos may exist for this station.
 ML0554
 ML0554.The dynamic height is computed by dividing the NAVD 88
 ML0554.geopotential number by the normal gravity value computed on the
 ML0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0554.degrees latitude (g = 980.6199 gals.).
 ML0554
 ML0554.The modeled gravity was interpolated from observed gravity values.
 ML0554
 ML0554;                    North         East    Units  Estimated Accuracy
 ML0554;SPC NE       -   185,810.      551,210.      MT  (+/- 180 meters Scaled)
 ML0554
 ML0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677949(NAD 83)
 ML0554
 ML0554                          SUPERSEDED SURVEY CONTROL
 ML0554
 ML0554  NGVD 29 (??/??/92)  776.145  (m)         2546.40   (f) ADJ UNCH    1 2
 ML0554
 ML0554.Superseded values are not recommended for survey control.
 ML0554
 ML0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0554.See file dsdata.pdf to determine how the superseded data were derived.
 ML0554
 ML0554_MARKER: DB = BENCH MARK DISK
 ML0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0554_STAMPING: B 17 1933
 ML0554_MARK LOGO: CGS
 ML0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0554+STABILITY: SURFACE MOTION
 ML0554
 ML0554  HISTORY     - Date     Condition        Report By
 ML0554  HISTORY     - 1933     MONUMENTED       CGS
 ML0554  HISTORY     - 1934     GOOD             CGS
 ML0554
 ML0554                          STATION DESCRIPTION
 ML0554
 ML0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0554'9.8 MI S FROM SARGENT.
 ML0554'9.8 MILES SOUTH.  MARK IS LOCATED ON TOP OF A HIGH HILL ABOUT
 ML0554'ONE-FOURTH OF A MILE NORTHEAST OF A PLASTERED HOUSE OWNED BY JOHN
 ML0554'FOLDER.  IT IS 38 FT. WEST OF CENTER OF HWY. 133, 100 FT. SOUTH OF
 ML0554'SOUTH END OF GUARD RAIL ON WEST SIDE OF THE HWY., 45 FT. NORTH OF
 ML0554'AN EAST AND WEST FENCE, 78 FT. NORTHEAST, OF A FENCE CORNER.  IT
 ML0554'IS 0.7 MILE NORTH OF DRY VALLEY SCHOOL.  THE MARK ALSO, IS 73
 ML0554'FEET NORTHWEST OF THE SOUTH END OF THE GUARD RAIL ON THE EAST SIDE
 ML0554'OF THE HIGHWAY.
 ML0554
 ML0554                          STATION RECOVERY (1934)
 ML0554
 ML0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0555 ***********************************************************************
 ML0555  DESIGNATION -  B 17 RESET
 ML0555  PID         -  ML0555
 ML0555  STATE/COUNTY-  NE/CUSTER
 ML0555  COUNTRY     -  US
 ML0555  USGS QUAD   -  SARGENT SW (2017)
 ML0555
 ML0555                         *CURRENT SURVEY CONTROL
 ML0555  ______________________________________________________________________
 ML0555* NAD 83(1986) POSITION- 41 30 18.56   (N) 099 23 13.17   (W)   HD_HELD1
 ML0555* NAVD 88 ORTHO HEIGHT -   774.90  (meters)     2542.3   (feet) RESET
 ML0555  ______________________________________________________________________
 ML0555  GEOID HEIGHT    -        -23.122 (meters)                     GEOID18
 ML0555  VERT ORDER      -  THIRD
 ML0555
 ML0555.The horizontal coordinates were determined by differentially corrected
 ML0555.hand held GPS observations or other comparable positioning techniques
 ML0555.and have an estimated accuracy of +/- 3 meters.
 ML0555
 ML0555.The orthometric height was computed from unverified reset data.
 ML0555
 ML0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0555.GEOID18 height accuracy estimate available here.
 ML0555
 ML0555.Click photographs - Photos may exist for this station.
 ML0555
 ML0555;                    North         East    Units  Estimated Accuracy
 ML0555;SPC NE       -   185,795.8     551,161.9     MT  (+/- 3 meters HH1 GPS) 
 ML0555
 ML0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6770394908(NAD 83)
 ML0555
 ML0555                          SUPERSEDED SURVEY CONTROL
 ML0555
 ML0555  NGVD 29 (??/??/??)  774.64   (m)         2541.5    (f) RESET       3  
 ML0555
 ML0555.Superseded values are not recommended for survey control.
 ML0555
 ML0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0555.See file dsdata.pdf to determine how the superseded data were derived.
 ML0555
 ML0555_MARKER: DB = BENCH MARK DISK
 ML0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0555_STAMPING: B 17 RESET 1960
 ML0555_MARK LOGO: CGS
 ML0555_PROJECTION: FLUSH
 ML0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0555+STABILITY: SURFACE MOTION
 ML0555
 ML0555  HISTORY     - Date     Condition        Report By
 ML0555  HISTORY     - 1960     MONUMENTED       NEDR
 ML0555
 ML0555                          STATION DESCRIPTION
 ML0555
 ML0555'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0555'10 MI S FROM SARGENT.
 ML0555'THIS MARK IS LOCATED ABOUT 10 MILES SOUTH ALONG U.S. HIGHWAY 183
 ML0555'FROM SARGENT, ABOUT 0.7 MILE NORTH OF DRY VALLEY SCHOOL AT THE TOP
 ML0555'OF A HILL, 2.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 3 FEET SOUTH
 ML0555'OF A CORNER FENCE POST, 20 FEET EAST OF A TELEPHONE POLE AND 96
 ML0555'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE TOP OF A
 ML0555'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0307 ***********************************************************************
 LH0307  DESIGNATION -  B 170 RESET
 LH0307  PID         -  LH0307
 LH0307  STATE/COUNTY-  NE/WEBSTER
 LH0307  COUNTRY     -  US
 LH0307  USGS QUAD   -  LAWRENCE (2017)
 LH0307
 LH0307                         *CURRENT SURVEY CONTROL
 LH0307  ______________________________________________________________________
 LH0307* NAD 83(1986) POSITION- 40 17 14.     (N) 098 19 56.     (W)   SCALED
 LH0307* NAVD 88 ORTHO HEIGHT -   591.33  (+/-2cm)     1940.1   (feet) VERTCON
 LH0307  ______________________________________________________________________
 LH0307  GEOID HEIGHT    -        -25.952 (meters)                     GEOID18
 LH0307  VERT ORDER      -  THIRD (See Below)
 LH0307
 LH0307.The horizontal coordinates were scaled from a map and have
 LH0307.an estimated accuracy of +/- 6 seconds.
 LH0307
 LH0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0307
 LH0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0307.GEOID18 height accuracy estimate available here.
 LH0307
 LH0307.The vertical order pertains to the NGVD 29 superseded value.
 LH0307
 LH0307.Click photographs - Photos may exist for this station.
 LH0307
 LH0307;                    North         East    Units  Estimated Accuracy
 LH0307;SPC NE       -    51,760.      641,790.      MT  (+/- 180 meters Scaled)
 LH0307
 LH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK567598(NAD 83)
 LH0307
 LH0307                          SUPERSEDED SURVEY CONTROL
 LH0307
 LH0307  NGVD 29 (??/??/??)  591.10   (m)         1939.3    (f) RESET       3  
 LH0307
 LH0307.Superseded values are not recommended for survey control.
 LH0307
 LH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0307.See file dsdata.pdf to determine how the superseded data were derived.
 LH0307
 LH0307_MARKER: DB = BENCH MARK DISK
 LH0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0307_STAMPING: B 170 1934 RESET 1947
 LH0307_MARK LOGO: CGS
 LH0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0307+STABILITY: SURFACE MOTION
 LH0307
 LH0307  HISTORY     - Date     Condition        Report By
 LH0307  HISTORY     - 1947     MONUMENTED       CGS
 LH0307  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0307
 LH0307                          STATION DESCRIPTION
 LH0307
 LH0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0307'7.8 MI SE FROM BLUE HILL.
 LH0307'7.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0307'RAILROAD FROM THE STATION AT BLUE HILL, ABOUT 0.1 MILE SOUTH
 LH0307'ALONG STATE HIGHWAY NO. 78 FROM THE RAILROAD CROSSING, SET AT
 LH0307'THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 71 FEET EAST OF THE
 LH0307'CENTER LINE OF THE HIGHWAY, 3.1 FEET NORTHWEST OF THE NORTHWEST
 LH0307'CORNER OF THE BUILDING, 1.6 FEET WEST OF REFERENCE POST, A DISK
 LH0307'SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LH0307'GROUND.
 LH0307
 LH0307                          STATION RECOVERY (1969)
 LH0307
 LH0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0609 ***********************************************************************
 LG0609  DESIGNATION -  B 171
 LG0609  PID         -  LG0609
 LG0609  STATE/COUNTY-  NE/THAYER
 LG0609  COUNTRY     -  US
 LG0609  USGS QUAD   -  BRUNING (2017)
 LG0609
 LG0609                         *CURRENT SURVEY CONTROL
 LG0609  ______________________________________________________________________
 LG0609* NAD 83(1986) POSITION- 40 15 32.     (N) 097 30 23.     (W)   SCALED
 LG0609* NAVD 88 ORTHO HEIGHT -   445.788 (meters)     1462.56  (feet) ADJUSTED
 LG0609  ______________________________________________________________________
 LG0609  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 LG0609  DYNAMIC HEIGHT  -        445.527 (meters)     1461.70  (feet) COMP
 LG0609  MODELED GRAVITY -    980,027.6   (mgal)                       NAVD 88
 LG0609
 LG0609  VERT ORDER      -  SECOND    CLASS 0
 LG0609
 LG0609.The horizontal coordinates were scaled from a map and have
 LG0609.an estimated accuracy of +/- 6 seconds.
 LG0609
 LG0609.The orthometric height was determined by differential leveling and
 LG0609.adjusted by the NATIONAL GEODETIC SURVEY
 LG0609.in June 1991.
 LG0609
 LG0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0609.GEOID18 height accuracy estimate available here.
 LG0609
 LG0609.Click photographs - Photos may exist for this station.
 LG0609
 LG0609.The dynamic height is computed by dividing the NAVD 88
 LG0609.geopotential number by the normal gravity value computed on the
 LG0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0609.degrees latitude (g = 980.6199 gals.).
 LG0609
 LG0609.The modeled gravity was interpolated from observed gravity values.
 LG0609
 LG0609;                    North         East    Units  Estimated Accuracy
 LG0609;SPC NE       -    50,310.      712,080.      MT  (+/- 180 meters Scaled)
 LG0609
 LG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK270575(NAD 83)
 LG0609
 LG0609                          SUPERSEDED SURVEY CONTROL
 LG0609
 LG0609  NGVD 29 (??/??/92)  445.615  (m)         1461.99   (f) ADJ UNCH    2 0
 LG0609
 LG0609.Superseded values are not recommended for survey control.
 LG0609
 LG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0609.See file dsdata.pdf to determine how the superseded data were derived.
 LG0609
 LG0609_MARKER: DB = BENCH MARK DISK
 LG0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0609_SP_SET: BRIDGE HEADWALL
 LG0609_STAMPING: B 171 1934
 LG0609_MARK LOGO: CGS
 LG0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0609
 LG0609  HISTORY     - Date     Condition        Report By
 LG0609  HISTORY     - 1934     MONUMENTED       CGS
 LG0609  HISTORY     - 1974     GOOD             NGS
 LG0609  HISTORY     - 1981     GOOD             LOCENG
 LG0609  HISTORY     - 19990902 GOOD             NEDR
 LG0609
 LG0609                          STATION DESCRIPTION
 LG0609
 LG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0609'2.9 MI E FROM BELVIDERE.
 LG0609'2.9 MILES EAST OF UNION PACIFIC STATION AT BELVIDERE ON UNION
 LG0609'PACIFIC RAILROAD 11 POLES EAST OF MILEPOST 174 IN RAILROAD BRIDGE
 LG0609'173.67.  IN NORTH CONCRETE HEADWALL.
 LG0609
 LG0609                          STATION RECOVERY (1974)
 LG0609
 LG0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LG0609'RECOVERED IN GOOD CONDITION.
 LG0609
 LG0609                          STATION RECOVERY (1981)
 LG0609
 LG0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0609'RECOVERED IN GOOD CONDITION.
 LG0609
 LG0609                          STATION RECOVERY (1999)
 LG0609
 LG0609'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG0609'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE
 LG0609'TO RAILROAD CONSTRUCTION.  BENCH MARK B 171 RESET, IN 1999, HAS BEEN
 LG0609'ESTABLISHED NEARBY.  FOR FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0610 ***********************************************************************
 LG0610  DESIGNATION -  B 171 RESET
 LG0610  PID         -  LG0610
 LG0610  STATE/COUNTY-  NE/THAYER
 LG0610  COUNTRY     -  US
 LG0610  USGS QUAD   -  BRUNING (2017)
 LG0610
 LG0610                         *CURRENT SURVEY CONTROL
 LG0610  ______________________________________________________________________
 LG0610* NAD 83(1986) POSITION- 40 15 32.     (N) 097 30 23.     (W)   SCALED
 LG0610* NAVD 88 ORTHO HEIGHT -   446.12  (+/-2cm)     1463.6   (feet) VERTCON
 LG0610  ______________________________________________________________________
 LG0610  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 LG0610  VERT ORDER      -  THIRD (See Below)
 LG0610
 LG0610.The horizontal coordinates were scaled from a map and have
 LG0610.an estimated accuracy of +/- 6 seconds.
 LG0610
 LG0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0610
 LG0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0610.GEOID18 height accuracy estimate available here.
 LG0610
 LG0610.The vertical order pertains to the NGVD 29 superseded value.
 LG0610
 LG0610.Click photographs - Photos may exist for this station.
 LG0610
 LG0610;                    North         East    Units  Estimated Accuracy
 LG0610;SPC NE       -    50,310.      712,080.      MT  (+/- 180 meters Scaled)
 LG0610
 LG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK270575(NAD 83)
 LG0610
 LG0610                          SUPERSEDED SURVEY CONTROL
 LG0610
 LG0610  NGVD 29 (??/??/??)  445.95   (m)         1463.1    (f) RESET       3  
 LG0610
 LG0610.Superseded values are not recommended for survey control.
 LG0610
 LG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0610.See file dsdata.pdf to determine how the superseded data were derived.
 LG0610
 LG0610_MARKER: DB = BENCH MARK DISK
 LG0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0610_SP_SET: CULVERT HEADWALL
 LG0610_STAMPING: B 171 1934 RESET 1958
 LG0610_MARK LOGO: CGS
 LG0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0610+STABILITY: SURFACE MOTION
 LG0610
 LG0610  HISTORY     - Date     Condition        Report By
 LG0610  HISTORY     - 1958     MONUMENTED       CGS
 LG0610  HISTORY     - 19990902 MARK NOT FOUND   NEDR
 LG0610
 LG0610                          STATION DESCRIPTION
 LG0610
 LG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LG0610'2.9 MI E FROM BELVIDERE.
 LG0610'2.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0610'AT BELVIDERE, THAYER COUNTY, 11 POLES EAST OF MILEPOST 174, AND
 LG0610'IN THE TOP OF THE NEW CULVERT.
 LG0610
 LG0610                          STATION RECOVERY (1999)
 LG0610
 LG0610'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG0610'THE MARK WAS SEARCHED FOR BUT NOT FOUND, HOWEVER, THE OLD 1934 MARK
 LG0610'WAS RECOVERED.  IT IS BELIEVED THIS MARK, RESET IN 1958, IS NO LONGER
 LG0610'THERE.  THE 1934 MARK IS TO BE DESTROYED BY RAILROAD CONSTRUCTION,
 LG0610'ACCORDINGY, BENCH MARK B 171 RESET, IN 1999, WAS ESTABLISHED NEARBY.
 LG0610'FOR ADDTIONAL DETAILS, SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9325 ***********************************************************************
 AI9325  DESIGNATION -  B 171 RESET
 AI9325  PID         -  AI9325
 AI9325  STATE/COUNTY-  NE/THAYER
 AI9325  COUNTRY     -  US
 AI9325  USGS QUAD   -  BRUNING (2017)
 AI9325
 AI9325                         *CURRENT SURVEY CONTROL
 AI9325  ______________________________________________________________________
 AI9325* NAD 83(1986) POSITION- 40 15 34.     (N) 097 30 10.     (W)   SCALED
 AI9325* NAVD 88 ORTHO HEIGHT -   444.94  (meters)     1459.8   (feet) RESET
 AI9325  ______________________________________________________________________
 AI9325  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 AI9325  VERT ORDER      -  THIRD
 AI9325
 AI9325.The horizontal coordinates were scaled from a map and have
 AI9325.an estimated accuracy of +/- 6 seconds.
 AI9325
 AI9325.The orthometric height was computed from unverified reset data.
 AI9325
 AI9325.No vertical observational check was made to the station.
 AI9325
 AI9325.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9325.GEOID18 height accuracy estimate available here.
 AI9325
 AI9325.Click photographs - Photos may exist for this station.
 AI9325
 AI9325;                    North         East    Units  Estimated Accuracy
 AI9325;SPC NE       -    50,380.      712,390.      MT  (+/- 180 meters Scaled)
 AI9325
 AI9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK273576(NAD 83)
 AI9325
 AI9325                          SUPERSEDED SURVEY CONTROL
 AI9325
 AI9325.No superseded survey control is available for this station.
 AI9325
 AI9325_MARKER: DV = VERTICAL CONTROL DISK
 AI9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9325_STAMPING: B 171 RESET 1999
 AI9325_MARK LOGO: NGS
 AI9325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9325+STABILITY: SURFACE MOTION
 AI9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9325+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9325
 AI9325  HISTORY     - Date     Condition        Report By
 AI9325  HISTORY     - 1999     MONUMENTED       NEDR
 AI9325  HISTORY     - 20200427 MARK NOT FOUND   NEGS
 AI9325
 AI9325                          STATION DESCRIPTION
 AI9325
 AI9325'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI9325'TO REACH THE MARK FROM THE POST OFFICE, IN BELVIDERE, GO NORTH IN MAIN
 AI9325'STREET FOR 0.25 MI (0.40 KM) TO A COUNTY ROAD INTERSECTION.  TURN
 AI9325'RIGHT AND GO EAST FOR 2.9 MI (4.7 KM) TO THE BENCH MARK ON THE NORTH
 AI9325'SIDE OF THE COUNTY ROAD, 553 FT (168.6 M) EAST , AND IN LINE WITH, A
 AI9325'CORRUGATED METAL PIPE CULVERT UNDER THE COUNTY ROAD, 3-1/2 POLES EAST
 AI9325'OF A RAILROAD MILEPOST 207 AND IN THE NE1/4, SEC2, T3N, R2W.  IT IS
 AI9325'SET INTO THE TOP OF A ROUND CONRETE MONUMENT THAT CONTAINS A MAGNET.
 AI9325'IT IS 39.84 FT (12.14 M) SOUTHWEST OF THE TOP OF A STEEL T-POST, 37.51
 AI9325'FT (11.43 M) SOUTHEAST OF A NAIL IN A BLAZED, 10-INCH, HACKBERRY TREE,
 AI9325'29.0 FT (8.8 M) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 22.39 FT
 AI9325'(6.82 M) WEST OF A NAIL IN A BLAZED, 5-INCH, ELM TREE AND 2.2O FT
 AI9325'SOUTH OF A WITNESS POST.
 AI9325
 AI9325                          STATION RECOVERY (2020)
 AI9325
 AI9325'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 AI9325'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0632 ***********************************************************************
 LG0632  DESIGNATION -  B 172
 LG0632  PID         -  LG0632
 LG0632  STATE/COUNTY-  NE/THAYER
 LG0632  COUNTRY     -  US
 LG0632  USGS QUAD   -  HEBRON SW (2017)
 LG0632
 LG0632                         *CURRENT SURVEY CONTROL
 LG0632  ______________________________________________________________________
 LG0632* NAD 83(1986) POSITION- 40 00 09.14   (N) 097 43 38.36   (W)   HD_HELD1
 LG0632* NAVD 88 ORTHO HEIGHT -   505.379 (meters)     1658.06  (feet) ADJUSTED
 LG0632  ______________________________________________________________________
 LG0632  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 LG0632  DYNAMIC HEIGHT  -        505.087 (meters)     1657.11  (feet) COMP
 LG0632  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 LG0632
 LG0632  VERT ORDER      -  SECOND    CLASS 0
 LG0632
 LG0632.The horizontal coordinates were determined by differentially corrected
 LG0632.hand held GPS observations or other comparable positioning techniques
 LG0632.and have an estimated accuracy of +/- 3 meters.
 LG0632
 LG0632.The orthometric height was determined by differential leveling and
 LG0632.adjusted by the NATIONAL GEODETIC SURVEY
 LG0632.in June 1991.
 LG0632
 LG0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0632.GEOID18 height accuracy estimate available here.
 LG0632
 LG0632.Click photographs - Photos may exist for this station.
 LG0632
 LG0632.The dynamic height is computed by dividing the NAVD 88
 LG0632.geopotential number by the normal gravity value computed on the
 LG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0632.degrees latitude (g = 980.6199 gals.).
 LG0632
 LG0632.The modeled gravity was interpolated from observed gravity values.
 LG0632
 LG0632;                    North         East    Units  Estimated Accuracy
 LG0632;SPC NE       -    21,338.6     694,043.0     MT  (+/- 3 meters HH1 GPS) 
 LG0632
 LG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0863228814(NAD 83)
 LG0632
 LG0632                          SUPERSEDED SURVEY CONTROL
 LG0632
 LG0632  NGVD 29 (??/??/92)  505.215  (m)         1657.53   (f) ADJ UNCH    2 0
 LG0632
 LG0632.Superseded values are not recommended for survey control.
 LG0632
 LG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0632.See file dsdata.pdf to determine how the superseded data were derived.
 LG0632
 LG0632_MARKER: DB = BENCH MARK DISK
 LG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0632_STAMPING: B 172 1934
 LG0632_MARK LOGO: CGS
 LG0632_PROJECTION: FLUSH
 LG0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0632+STABILITY: SURFACE MOTION
 LG0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0632+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2020
 LG0632
 LG0632  HISTORY     - Date     Condition        Report By
 LG0632  HISTORY     - 1934     MONUMENTED       CGS
 LG0632  HISTORY     - 1941     GOOD             CGS
 LG0632  HISTORY     - 20201001 GOOD             NEGS
 LG0632
 LG0632                          STATION DESCRIPTION
 LG0632
 LG0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0632'2 MI E FROM BYRON.
 LG0632'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0632'FROM THE STATION AT BYRON, THAYER COUNTY, 200 YARDS NORTHWEST
 LG0632'OF A FARMHOUSE, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTERLINE
 LG0632'OF THE ROAD, AND 42 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 LG0632'A STANDARD DISK, STAMPED B 172 1934 AND SET IN THE TOP OF A CONCRETE
 LG0632'POST.
 LG0632
 LG0632                          STATION RECOVERY (1941)
 LG0632
 LG0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0632'RECOVERED IN GOOD CONDITION.
 LG0632
 LG0632                          STATION RECOVERY (2020)
 LG0632
 LG0632'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0677 ***********************************************************************
 LG0677  DESIGNATION -  B 173
 LG0677  PID         -  LG0677
 LG0677  STATE/COUNTY-  NE/FILLMORE
 LG0677  COUNTRY     -  US
 LG0677  USGS QUAD   -  STRANG (2017)
 LG0677
 LG0677                         *CURRENT SURVEY CONTROL
 LG0677  ______________________________________________________________________
 LG0677* NAD 83(1986) POSITION- 40 29 44.     (N) 097 36 18.     (W)   SCALED
 LG0677* NAVD 88 ORTHO HEIGHT -   498.490 (meters)     1635.46  (feet) ADJUSTED
 LG0677  ______________________________________________________________________
 LG0677  GEOID HEIGHT    -        -26.744 (meters)                     GEOID18
 LG0677  DYNAMIC HEIGHT  -        498.204 (meters)     1634.52  (feet) COMP
 LG0677  MODELED GRAVITY -    980,035.9   (mgal)                       NAVD 88
 LG0677
 LG0677  VERT ORDER      -  SECOND    CLASS 0
 LG0677
 LG0677.The horizontal coordinates were scaled from a map and have
 LG0677.an estimated accuracy of +/- 6 seconds.
 LG0677
 LG0677.The orthometric height was determined by differential leveling and
 LG0677.adjusted by the NATIONAL GEODETIC SURVEY
 LG0677.in June 1991.
 LG0677
 LG0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0677.GEOID18 height accuracy estimate available here.
 LG0677
 LG0677.Click photographs - Photos may exist for this station.
 LG0677
 LG0677.The dynamic height is computed by dividing the NAVD 88
 LG0677.geopotential number by the normal gravity value computed on the
 LG0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0677.degrees latitude (g = 980.6199 gals.).
 LG0677
 LG0677.The modeled gravity was interpolated from observed gravity values.
 LG0677
 LG0677;                    North         East    Units  Estimated Accuracy
 LG0677;SPC NE       -    76,340.      702,970.      MT  (+/- 180 meters Scaled)
 LG0677
 LG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK182836(NAD 83)
 LG0677
 LG0677                          SUPERSEDED SURVEY CONTROL
 LG0677
 LG0677  NGVD 29 (??/??/92)  498.306  (m)         1634.86   (f) ADJ UNCH    2 0
 LG0677
 LG0677.Superseded values are not recommended for survey control.
 LG0677
 LG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0677.See file dsdata.pdf to determine how the superseded data were derived.
 LG0677
 LG0677_MARKER: DB = BENCH MARK DISK
 LG0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0677_STAMPING: B 173 1934
 LG0677_MARK LOGO: CGS
 LG0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0677+STABILITY: SURFACE MOTION
 LG0677
 LG0677  HISTORY     - Date     Condition        Report By
 LG0677  HISTORY     - 1934     MONUMENTED       CGS
 LG0677
 LG0677                          STATION DESCRIPTION
 LG0677
 LG0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0677'2 MI S FROM GENEVA.
 LG0677'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0677'RAILROAD FROM THE STATION AT GENEVA, FILLMORE COUNTY, AT A
 LG0677'ROAD CROSSING, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LG0677'AND 45 FEET EAST OF THE CENTER LINE OF THE TRACK.  SET IN THE
 LG0677'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0230 ***********************************************************************
 LG0230  DESIGNATION -  B 174
 LG0230  PID         -  LG0230
 LG0230  STATE/COUNTY-  NE/GAGE
 LG0230  COUNTRY     -  US
 LG0230  USGS QUAD   -  BARNESTON (2017)
 LG0230
 LG0230                         *CURRENT SURVEY CONTROL
 LG0230  ______________________________________________________________________
 LG0230* NAD 83(1986) POSITION- 40 04 25.     (N) 096 35 07.     (W)   SCALED
 LG0230* NAVD 88 ORTHO HEIGHT -   364.786 (meters)     1196.80  (feet) ADJUSTED
 LG0230  ______________________________________________________________________
 LG0230  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 LG0230  DYNAMIC HEIGHT  -        364.588 (meters)     1196.15  (feet) COMP
 LG0230  MODELED GRAVITY -    980,072.7   (mgal)                       NAVD 88
 LG0230
 LG0230  VERT ORDER      -  SECOND    CLASS 0
 LG0230
 LG0230.The horizontal coordinates were scaled from a map and have
 LG0230.an estimated accuracy of +/- 6 seconds.
 LG0230
 LG0230.The orthometric height was determined by differential leveling and
 LG0230.adjusted by the NATIONAL GEODETIC SURVEY
 LG0230.in June 1991.
 LG0230
 LG0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0230.GEOID18 height accuracy estimate available here.
 LG0230
 LG0230.Click photographs - Photos may exist for this station.
 LG0230
 LG0230.The dynamic height is computed by dividing the NAVD 88
 LG0230.geopotential number by the normal gravity value computed on the
 LG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0230.degrees latitude (g = 980.6199 gals.).
 LG0230
 LG0230.The modeled gravity was interpolated from observed gravity values.
 LG0230
 LG0230;                    North         East    Units  Estimated Accuracy
 LG0230;SPC NE       -    32,430.      791,200.      MT  (+/- 180 meters Scaled)
 LG0230
 LG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK059387(NAD 83)
 LG0230
 LG0230                          SUPERSEDED SURVEY CONTROL
 LG0230
 LG0230  NGVD 29 (??/??/92)  364.679  (m)         1196.45   (f) ADJ UNCH    2 0
 LG0230
 LG0230.Superseded values are not recommended for survey control.
 LG0230
 LG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0230.See file dsdata.pdf to determine how the superseded data were derived.
 LG0230
 LG0230_MARKER: DB = BENCH MARK DISK
 LG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0230_STAMPING: B 174 1934
 LG0230_MARK LOGO: CGS
 LG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0230+STABILITY: SURFACE MOTION
 LG0230
 LG0230  HISTORY     - Date     Condition        Report By
 LG0230  HISTORY     - 1934     MONUMENTED       CGS
 LG0230
 LG0230                          STATION DESCRIPTION
 LG0230
 LG0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0230'5.7 MI S FROM BLUE SPRINGS.
 LG0230'5.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0230'STATION AT BLUE SPRINGS, GAGE COUNTY, 4 POLES SOUTH OF MILEPOST
 LG0230'116, 2 RAILS SOUTH OF A ROAD CROSSING, AND 48 FEET WEST OF
 LG0230'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 174
 LG0230'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0221 ***********************************************************************
 LG0221  DESIGNATION -  B 175
 LG0221  PID         -  LG0221
 LG0221  STATE/COUNTY-  NE/JOHNSON
 LG0221  COUNTRY     -  US
 LG0221  USGS QUAD   -  TECUMSEH (2017)
 LG0221
 LG0221                         *CURRENT SURVEY CONTROL
 LG0221  ______________________________________________________________________
 LG0221* NAD 83(1986) POSITION- 40 18 23.     (N) 096 08 52.     (W)   SCALED
 LG0221* NAVD 88 ORTHO HEIGHT -   330.643 (meters)     1084.78  (feet) ADJUSTED
 LG0221  ______________________________________________________________________
 LG0221  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 LG0221  DYNAMIC HEIGHT  -        330.467 (meters)     1084.21  (feet) COMP
 LG0221  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 LG0221
 LG0221  VERT ORDER      -  SECOND    CLASS 0
 LG0221
 LG0221.The horizontal coordinates were scaled from a map and have
 LG0221.an estimated accuracy of +/- 6 seconds.
 LG0221
 LG0221.The orthometric height was determined by differential leveling and
 LG0221.adjusted by the NATIONAL GEODETIC SURVEY
 LG0221.in June 1991.
 LG0221
 LG0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0221.GEOID18 height accuracy estimate available here.
 LG0221
 LG0221.Click photographs - Photos may exist for this station.
 LG0221
 LG0221.The dynamic height is computed by dividing the NAVD 88
 LG0221.geopotential number by the normal gravity value computed on the
 LG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0221.degrees latitude (g = 980.6199 gals.).
 LG0221
 LG0221.The modeled gravity was interpolated from observed gravity values.
 LG0221
 LG0221;                    North         East    Units  Estimated Accuracy
 LG0221;SPC NE       -    59,820.      827,330.      MT  (+/- 180 meters Scaled)
 LG0221
 LG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK423656(NAD 83)
 LG0221
 LG0221                          SUPERSEDED SURVEY CONTROL
 LG0221
 LG0221  NGVD 29 (??/??/92)  330.557  (m)         1084.50   (f) ADJ UNCH    2 0
 LG0221
 LG0221.Superseded values are not recommended for survey control.
 LG0221
 LG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0221.See file dsdata.pdf to determine how the superseded data were derived.
 LG0221
 LG0221_MARKER: DB = BENCH MARK DISK
 LG0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0221_SP_SET: CULVERT HEADWALL
 LG0221_STAMPING: B 175 1934
 LG0221_MARK LOGO: CGS
 LG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0221+STABILITY: SURFACE MOTION
 LG0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0221+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 LG0221
 LG0221  HISTORY     - Date     Condition        Report By
 LG0221  HISTORY     - 1934     MONUMENTED       CGS
 LG0221  HISTORY     - 20100615 GOOD             NEDR
 LG0221
 LG0221                          STATION DESCRIPTION
 LG0221
 LG0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0221'1.8 MI NW FROM ELK CREEK.
 LG0221'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0221'RAILROAD FROM THE CITY WATER TOWER AT ELK CREEK, JOHNSON COUNTY,
 LG0221'8 RAILS NORTH OF MILEPOST 10, AT CONCRETE CULVERT 10.19, AND IN
 LG0221'THE NORTH END OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED
 LG0221'B 175 1934.
 LG0221
 LG0221                          STATION RECOVERY (2010)
 LG0221
 LG0221'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (DM)
 LG0221'MARK FOUND IN GOOD CONDITION.NEW TO REACH FROM THE JCT.OF STATE SPUR
 LG0221'49B AND STATE HIGHWAY 62 AT ELK CREEK,NE.,GO NORTHWEST
 LG0221'ON STATE SPUR 49B FOR APPROX.0.25 MILES TO THE POINT WHICH SPUR 49B
 LG0221'BECOMES ELK ST.,CONTINUE NORTHWEST ON ELK ST.FOR APPROX.0.74 MILES TO
 LG0221'722 ROAD ON RIGHT AND ELK ST.BECOMES 72250 ROAD,PROCEED NORTHWEST ON
 LG0221'72250 ROAD FOR APPROX.0.51 MILES TO A RAILROAD CROSSING.MARK IS
 LG0221'LOCATED APPROX.0.75 MILES NORTHERLY ALONG THE TRACKS FROM THE
 LG0221'CROSSING.
 LG0221'A LEVEL LOOP WAS RUN BETWEEN C 175 AND E 175 AND HAS A
 LG0221'DIFFERENCE OF  0.065'.THE LEVEL LOOP RAN
 LG0221'THROUGH B 175 AND THE ELEVATION IS LOWER THAN PUBLISHED.THE CURRENT
 LG0221'ELEVATION IS 1084.601'AND NOT THE 1084.781' AS PUBLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0784 ***********************************************************************
 LF0784  DESIGNATION -  B 177
 LF0784  PID         -  LF0784
 LF0784  STATE/COUNTY-  NE/OTOE
 LF0784  COUNTRY     -  US
 LF0784  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0784
 LF0784                         *CURRENT SURVEY CONTROL
 LF0784  ______________________________________________________________________
 LF0784* NAD 83(1986) POSITION- 40 39 58.     (N) 095 51 50.     (W)   SCALED
 LF0784* NAVD 88 ORTHO HEIGHT -   302.548 (meters)      992.61  (feet) ADJUSTED
 LF0784  ______________________________________________________________________
 LF0784  GEOID HEIGHT    -        -29.186 (meters)                     GEOID18
 LF0784  DYNAMIC HEIGHT  -        302.388 (meters)      992.08  (feet) COMP
 LF0784  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 LF0784
 LF0784  VERT ORDER      -  SECOND    CLASS 0
 LF0784
 LF0784.The horizontal coordinates were scaled from a map and have
 LF0784.an estimated accuracy of +/- 6 seconds.
 LF0784
 LF0784.The orthometric height was determined by differential leveling and
 LF0784.adjusted by the NATIONAL GEODETIC SURVEY
 LF0784.in June 1991.
 LF0784
 LF0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0784.GEOID18 height accuracy estimate available here.
 LF0784
 LF0784.Click photographs - Photos may exist for this station.
 LF0784
 LF0784.The dynamic height is computed by dividing the NAVD 88
 LF0784.geopotential number by the normal gravity value computed on the
 LF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0784.degrees latitude (g = 980.6199 gals.).
 LF0784
 LF0784.The modeled gravity was interpolated from observed gravity values.
 LF0784
 LF0784;                    North         East    Units  Estimated Accuracy
 LF0784;SPC NE       -   100,830.      849,530.      MT  (+/- 180 meters Scaled)
 LF0784
 LF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF579056(NAD 83)
 LF0784
 LF0784                          SUPERSEDED SURVEY CONTROL
 LF0784
 LF0784  NGVD 29 (??/??/92)  302.441  (m)          992.26   (f) ADJ UNCH    2 0
 LF0784
 LF0784.Superseded values are not recommended for survey control.
 LF0784
 LF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0784.See file dsdata.pdf to determine how the superseded data were derived.
 LF0784
 LF0784_MARKER: DB = BENCH MARK DISK
 LF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0784_STAMPING: B 177 1934
 LF0784_MARK LOGO: CGS
 LF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0784+STABILITY: SURFACE MOTION
 LF0784
 LF0784  HISTORY     - Date     Condition        Report By
 LF0784  HISTORY     - 1934     MONUMENTED       CGS
 LF0784  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0784
 LF0784                          STATION DESCRIPTION
 LF0784
 LF0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0784'0.8 MI S FROM NEBRASKA.
 LF0784'0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0784'COURTHOUSE AT NEBRASKA CITY, OTOE COUNTY, 0.3 MILE SOUTHEAST
 LF0784'OF THE MORTON WAREHOUSE, AT A ROAD CROSSING, 36 FEET EAST OF
 LF0784'THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTH OF THE CENTERLINE
 LF0784'OF THE ROAD.  A STANDARD DISK, STAMPED B 177 1934 AND SET IN
 LF0784'THE TOP OF A CONCRETE POST.
 LF0784
 LF0784                          STATION RECOVERY (1964)
 LF0784
 LF0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0784'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0522 ***********************************************************************
 LF0522  DESIGNATION -  B 178
 LF0522  PID         -  LF0522
 LF0522  STATE/COUNTY-  NE/RICHARDSON
 LF0522  COUNTRY     -  US
 LF0522  USGS QUAD   -  FALLS CITY (2017)
 LF0522
 LF0522                         *CURRENT SURVEY CONTROL
 LF0522  ______________________________________________________________________
 LF0522* NAD 83(1986) POSITION- 40 04 06.     (N) 095 36 51.     (W)   SCALED
 LF0522* NAVD 88 ORTHO HEIGHT -   288.419 (meters)      946.25  (feet) ADJUSTED
 LF0522  ______________________________________________________________________
 LF0522  GEOID HEIGHT    -        -30.433 (meters)                     GEOID18
 LF0522  DYNAMIC HEIGHT  -        288.258 (meters)      945.73  (feet) COMP
 LF0522  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 LF0522
 LF0522  VERT ORDER      -  SECOND    CLASS 0
 LF0522
 LF0522.The horizontal coordinates were scaled from a map and have
 LF0522.an estimated accuracy of +/- 6 seconds.
 LF0522
 LF0522.The orthometric height was determined by differential leveling and
 LF0522.adjusted by the NATIONAL GEODETIC SURVEY
 LF0522.in June 1991.
 LF0522
 LF0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0522.GEOID18 height accuracy estimate available here.
 LF0522
 LF0522.Click photographs - Photos may exist for this station.
 LF0522
 LF0522.The dynamic height is computed by dividing the NAVD 88
 LF0522.geopotential number by the normal gravity value computed on the
 LF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0522.degrees latitude (g = 980.6199 gals.).
 LF0522
 LF0522.The modeled gravity was interpolated from observed gravity values.
 LF0522
 LF0522;                    North         East    Units  Estimated Accuracy
 LF0522;SPC NE       -    35,580.      873,980.      MT  (+/- 180 meters Scaled)
 LF0522
 LF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE770386(NAD 83)
 LF0522
 LF0522                          SUPERSEDED SURVEY CONTROL
 LF0522
 LF0522  NGVD 29 (??/??/92)  288.332  (m)          945.97   (f) ADJ UNCH    2 0
 LF0522
 LF0522.Superseded values are not recommended for survey control.
 LF0522
 LF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0522.See file dsdata.pdf to determine how the superseded data were derived.
 LF0522
 LF0522_MARKER: DB = BENCH MARK DISK
 LF0522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0522_SP_SET: CULVERT HEADWALL
 LF0522_STAMPING: B 178 1934
 LF0522_MARK LOGO: CGS
 LF0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0522+STABILITY: SURFACE MOTION
 LF0522
 LF0522  HISTORY     - Date     Condition        Report By
 LF0522  HISTORY     - 1934     MONUMENTED       CGS
 LF0522  HISTORY     - 1948     GOOD             CGS
 LF0522
 LF0522                          STATION DESCRIPTION
 LF0522
 LF0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0522'AT FALLS CITY.
 LF0522'1.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0522'STATION AT FALLS CITY, RICHARDSON COUNTY, AT THE WEST EDGE OF
 LF0522'TOWN, 7 POLES SOUTH OF POLE 386/20, 100 YARDS SOUTH OF CRYSTAL
 LF0522'BEACH PARK, AT A CULVERT UNDER THE TRACK, AND IN THE TOP OF THE
 LF0522'WEST HEADWALL.  A STANDARD DISK, STAMPED B 178 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0439 ***********************************************************************
 NN0439  DESIGNATION -  B 18
 NN0439  PID         -  NN0439
 NN0439  STATE/COUNTY-  NE/ROCK
 NN0439  COUNTRY     -  US
 NN0439  USGS QUAD   -  STONEHOUSE RANCH SW (2017)
 NN0439
 NN0439                         *CURRENT SURVEY CONTROL
 NN0439  ______________________________________________________________________
 NN0439* NAD 83(1986) POSITION- 42 06 00.     (N) 099 27 35.     (W)   SCALED
 NN0439* NAVD 88 ORTHO HEIGHT -   742.776 (meters)     2436.92  (feet) ADJUSTED
 NN0439  ______________________________________________________________________
 NN0439  GEOID HEIGHT    -        -22.864 (meters)                     GEOID18
 NN0439  DYNAMIC HEIGHT  -        742.438 (meters)     2435.82  (feet) COMP
 NN0439  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 NN0439
 NN0439  VERT ORDER      -  FIRST     CLASS II
 NN0439
 NN0439.The horizontal coordinates were scaled from a map and have
 NN0439.an estimated accuracy of +/- 6 seconds.
 NN0439
 NN0439.The orthometric height was determined by differential leveling and
 NN0439.adjusted by the NATIONAL GEODETIC SURVEY
 NN0439.in June 1991.
 NN0439
 NN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0439.GEOID18 height accuracy estimate available here.
 NN0439
 NN0439.Click photographs - Photos may exist for this station.
 NN0439
 NN0439.The dynamic height is computed by dividing the NAVD 88
 NN0439.geopotential number by the normal gravity value computed on the
 NN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0439.degrees latitude (g = 980.6199 gals.).
 NN0439
 NN0439.The modeled gravity was interpolated from observed gravity values.
 NN0439
 NN0439;                    North         East    Units  Estimated Accuracy
 NN0439;SPC NE       -   251,800.      544,680.      MT  (+/- 180 meters Scaled)
 NN0439
 NN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM619609(NAD 83)
 NN0439
 NN0439                          SUPERSEDED SURVEY CONTROL
 NN0439
 NN0439  NGVD 29 (??/??/92)  742.515  (m)         2436.07   (f) ADJ UNCH    1 2
 NN0439
 NN0439.Superseded values are not recommended for survey control.
 NN0439
 NN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0439.See file dsdata.pdf to determine how the superseded data were derived.
 NN0439
 NN0439_MARKER: DB = BENCH MARK DISK
 NN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0439_STAMPING: 2436.068 B 18 1933
 NN0439_MARK LOGO: CGS
 NN0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0439+STABILITY: SURFACE MOTION
 NN0439
 NN0439  HISTORY     - Date     Condition        Report By
 NN0439  HISTORY     - 1933     MONUMENTED       CGS
 NN0439
 NN0439                          STATION DESCRIPTION
 NN0439
 NN0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0439'7.5 MI N FROM HARROP.
 NN0439'ABOUT 7-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0439'LOUP COUNTY, ABOUT 4-1/2 MILES SOUTHEAST OF SWINNEYS CASH STORE,
 NN0439'ABOUT 100 YARDS NORTHEAST OF A CURVE, 85 FEET EAST OF A CURVE
 NN0439'SIGN, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 NN0439'EAST OF THE RIGHT-OF-WAY FENCE, AND 9 FEET NORTH OF TWO 6-INCH
 NN0439'COTTONWOOD TREES.  A STANDARD DISK, STAMPED 2436.068 B 18 1933
 NN0439'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NN0439'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0245 ***********************************************************************
 NN0245  DESIGNATION -  B 19
 NN0245  PID         -  NN0245
 NN0245  STATE/COUNTY-  NE/HOLT
 NN0245  COUNTRY     -  US
 NN0245  USGS QUAD   -  O'NEILL (2017)
 NN0245
 NN0245                         *CURRENT SURVEY CONTROL
 NN0245  ______________________________________________________________________
 NN0245* NAD 83(1986) POSITION- 42 27 50.     (N) 098 39 24.     (W)   SCALED
 NN0245* NAVD 88 ORTHO HEIGHT -   613.584 (meters)     2013.07  (feet) ADJUSTED
 NN0245  ______________________________________________________________________
 NN0245  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 NN0245  DYNAMIC HEIGHT  -        613.354 (meters)     2012.31  (feet) COMP
 NN0245  MODELED GRAVITY -    980,226.1   (mgal)                       NAVD 88
 NN0245
 NN0245  VERT ORDER      -  FIRST     CLASS II
 NN0245
 NN0245.The horizontal coordinates were scaled from a map and have
 NN0245.an estimated accuracy of +/- 6 seconds.
 NN0245
 NN0245.The orthometric height was determined by differential leveling and
 NN0245.adjusted by the NATIONAL GEODETIC SURVEY
 NN0245.in June 1991.
 NN0245
 NN0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0245.GEOID18 height accuracy estimate available here.
 NN0245
 NN0245.Click photographs - Photos may exist for this station.
 NN0245
 NN0245.The dynamic height is computed by dividing the NAVD 88
 NN0245.geopotential number by the normal gravity value computed on the
 NN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0245.degrees latitude (g = 980.6199 gals.).
 NN0245
 NN0245.The modeled gravity was interpolated from observed gravity values.
 NN0245
 NN0245;                    North         East    Units  Estimated Accuracy
 NN0245;SPC NE       -   292,930.      610,460.      MT  (+/- 180 meters Scaled)
 NN0245
 NN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN282013(NAD 83)
 NN0245
 NN0245                          SUPERSEDED SURVEY CONTROL
 NN0245
 NN0245  NGVD 29 (??/??/92)  613.384  (m)         2012.41   (f) ADJ UNCH    1 2
 NN0245
 NN0245.Superseded values are not recommended for survey control.
 NN0245
 NN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0245.See file dsdata.pdf to determine how the superseded data were derived.
 NN0245
 NN0245_MARKER: DB = BENCH MARK DISK
 NN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0245_STAMPING: 2012.411 B 19 1933
 NN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0245+STABILITY: SURFACE MOTION
 NN0245
 NN0245  HISTORY     - Date     Condition        Report By
 NN0245  HISTORY     - 1933     MONUMENTED       CGS
 NN0245  HISTORY     - 1938     GOOD             CGS
 NN0245
 NN0245                          STATION DESCRIPTION
 NN0245
 NN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0245'AT O NEILL.
 NN0245'AT O NEILL, HOLT COUNTY, 0.8 MILE NORTH OF ST. MARYS CONVENT, 200
 NN0245'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, ON THE NORTH
 NN0245'SIDE OF WEST WILLIAM STREET, AT CALVARY CEMETERY, 10 FEET WEST
 NN0245'OF THE MAIN GATE, AND 1 FOOT SOUTH OF THE IRON FENCE AROUND THE
 NN0245'NORTH SECTION OF THE CEMETERY.  A STANDARD DISK, STAMPED 2012.411
 NN0245'B 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NN0245'INCHES ABOVE GROUND.
 NN0245
 NN0245                          STATION RECOVERY (1938)
 NN0245
 NN0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NN0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0288 ***********************************************************************
 NN0288  DESIGNATION -  B 20
 NN0288  PID         -  NN0288
 NN0288  STATE/COUNTY-  NE/BOYD
 NN0288  COUNTRY     -  US
 NN0288  USGS QUAD   -  BUTTE NW (2017)
 NN0288
 NN0288                         *CURRENT SURVEY CONTROL
 NN0288  ______________________________________________________________________
 NN0288* NAD 83(1986) POSITION- 42 58 12.06   (N) 098 52 48.90   (W)   HD_HELD1
 NN0288* NAVD 88 ORTHO HEIGHT -   570.079 (meters)     1870.33  (feet) ADJUSTED
 NN0288  ______________________________________________________________________
 NN0288  GEOID HEIGHT    -        -25.777 (meters)                     GEOID18
 NN0288  DYNAMIC HEIGHT  -        569.871 (meters)     1869.65  (feet) COMP
 NN0288  MODELED GRAVITY -    980,237.3   (mgal)                       NAVD 88
 NN0288
 NN0288  VERT ORDER      -  FIRST     CLASS II
 NN0288
 NN0288.The horizontal coordinates were determined by differentially corrected
 NN0288.hand held GPS observations or other comparable positioning techniques
 NN0288.and have an estimated accuracy of +/- 3 meters.
 NN0288
 NN0288.The orthometric height was determined by differential leveling and
 NN0288.adjusted by the NATIONAL GEODETIC SURVEY
 NN0288.in June 1991.
 NN0288
 NN0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0288.GEOID18 height accuracy estimate available here.
 NN0288
 NN0288.Click photographs - Photos may exist for this station.
 NN0288
 NN0288.The dynamic height is computed by dividing the NAVD 88
 NN0288.geopotential number by the normal gravity value computed on the
 NN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0288.degrees latitude (g = 980.6199 gals.).
 NN0288
 NN0288.The modeled gravity was interpolated from observed gravity values.
 NN0288
 NN0288;                    North         East    Units  Estimated Accuracy
 NN0288;SPC NE       -   348,881.9     591,346.1     MT  (+/- 3 meters HH1 GPS) 
 NN0288
 NN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0976557492(NAD 83)
 NN0288
 NN0288                          SUPERSEDED SURVEY CONTROL
 NN0288
 NN0288  NGVD 29 (??/??/92)  569.772  (m)         1869.33   (f) ADJ UNCH    1 2
 NN0288
 NN0288.Superseded values are not recommended for survey control.
 NN0288
 NN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0288.See file dsdata.pdf to determine how the superseded data were derived.
 NN0288
 NN0288_MARKER: DB = BENCH MARK DISK
 NN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0288_STAMPING: 1869.327 B 20 1933
 NN0288_MARK LOGO: CGS
 NN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0288+STABILITY: SURFACE MOTION
 NN0288
 NN0288  HISTORY     - Date     Condition        Report By
 NN0288  HISTORY     - 1933     MONUMENTED       CGS
 NN0288  HISTORY     - 1946     GOOD             CGS
 NN0288
 NN0288                          STATION DESCRIPTION
 NN0288
 NN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0288'3.8 MI S FROM FAIRFAX.
 NN0288'IN BOYD COUNTY, NEBRASKA, 3.8 MILES SOUTH OF FAIRFAX, GREGORY
 NN0288'COUNTY, SOUTH DAKOTA.  THIS BENCH MARK MAY BE REACHED FROM THE
 NN0288'HIGH SCHOOL AT FAIRFAX BY GOING 0.1 MILE SOUTH ALONG A GRAVEL
 NN0288'ROAD, THENCE 3.7 MILES SOUTH ALONG U.S. HIGHWAY 281.  IT IS AT
 NN0288'THE INTERSECTION OF A FARM DRIVE LEADING EAST, 36.5 FEET EAST OF
 NN0288'THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER
 NN0288'LINE OF THE DRIVE, 19 FEET NORTH OF A FENCE CORNER, 2 FEET EAST
 NN0288'OF THE FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 NN0288'A STANDARD DISK, STAMPED 1869.327 B 20 1933 AND SET IN THE TOP
 NN0288'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0288
 NN0288                          STATION RECOVERY (1946)
 NN0288
 NN0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0096 ***********************************************************************
 LJ0096  DESIGNATION -  B 200
 LJ0096  PID         -  LJ0096
 LJ0096  STATE/COUNTY-  NE/RED WILLOW
 LJ0096  COUNTRY     -  US
 LJ0096  USGS QUAD   -  MCCOOK SE (2017)
 LJ0096
 LJ0096                         *CURRENT SURVEY CONTROL
 LJ0096  ______________________________________________________________________
 LJ0096* NAD 83(1986) POSITION- 40 03 47.     (N) 100 34 23.     (W)   SCALED
 LJ0096* NAVD 88 ORTHO HEIGHT -   826.914 (meters)     2712.97  (feet) ADJUSTED
 LJ0096  ______________________________________________________________________
 LJ0096  GEOID HEIGHT    -        -24.206 (meters)                     GEOID18
 LJ0096  DYNAMIC HEIGHT  -        826.348 (meters)     2711.11  (feet) COMP
 LJ0096  MODELED GRAVITY -    979,914.4   (mgal)                       NAVD 88
 LJ0096
 LJ0096  VERT ORDER      -  SECOND    CLASS 0
 LJ0096
 LJ0096.The horizontal coordinates were scaled from a map and have
 LJ0096.an estimated accuracy of +/- 6 seconds.
 LJ0096
 LJ0096.The orthometric height was determined by differential leveling and
 LJ0096.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0096.in June 1991.
 LJ0096
 LJ0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0096.GEOID18 height accuracy estimate available here.
 LJ0096
 LJ0096.Click photographs - Photos may exist for this station.
 LJ0096
 LJ0096.The dynamic height is computed by dividing the NAVD 88
 LJ0096.geopotential number by the normal gravity value computed on the
 LJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0096.degrees latitude (g = 980.6199 gals.).
 LJ0096
 LJ0096.The modeled gravity was interpolated from observed gravity values.
 LJ0096
 LJ0096;                    North         East    Units  Estimated Accuracy
 LJ0096;SPC NE       -    25,670.      451,110.      MT  (+/- 180 meters Scaled)
 LJ0096
 LJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK658359(NAD 83)
 LJ0096
 LJ0096                          SUPERSEDED SURVEY CONTROL
 LJ0096
 LJ0096  NGVD 29 (??/??/92)  826.601  (m)         2711.94   (f) ADJ UNCH    2 0
 LJ0096
 LJ0096.Superseded values are not recommended for survey control.
 LJ0096
 LJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0096.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0096
 LJ0096_MARKER: DB = BENCH MARK DISK
 LJ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0096_STAMPING: B 200 1934
 LJ0096_MARK LOGO: CGS
 LJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0096+STABILITY: SURFACE MOTION
 LJ0096
 LJ0096  HISTORY     - Date     Condition        Report By
 LJ0096  HISTORY     - 1934     MONUMENTED       CGS
 LJ0096  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0096
 LJ0096                          STATION DESCRIPTION
 LJ0096
 LJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0096'6.6 MI N FROM CEDAR BLUFFS.
 LJ0096'6.6 MILES NORTH OF BURLINGTON RR STATION AT CEDAR BLUFFS, ABOUT
 LJ0096'0.2 MILE NORTH OF A FENCE CORNER, 33 FEET EAST OF CENTERLINE
 LJ0096'OF U.S. HIGHWAY 183, AND 1 FOOT EAST OF FENCE LINE.
 LJ0096
 LJ0096                          STATION RECOVERY (1999)
 LJ0096
 LJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0096'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0062 ***********************************************************************
 LJ0062  DESIGNATION -  B 201
 LJ0062  PID         -  LJ0062
 LJ0062  STATE/COUNTY-  NE/RED WILLOW
 LJ0062  COUNTRY     -  US
 LJ0062  USGS QUAD   -  DANBURY (2017)
 LJ0062
 LJ0062                         *CURRENT SURVEY CONTROL
 LJ0062  ______________________________________________________________________
 LJ0062* NAD 83(1986) POSITION- 40 00 49.84   (N) 100 28 51.52   (W)   HD_HELD1
 LJ0062* NAVD 88 ORTHO HEIGHT -   762.852 (meters)     2502.79  (feet) ADJUSTED
 LJ0062  ______________________________________________________________________
 LJ0062  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 LJ0062  DYNAMIC HEIGHT  -        762.329 (meters)     2501.07  (feet) COMP
 LJ0062  MODELED GRAVITY -    979,915.8   (mgal)                       NAVD 88
 LJ0062
 LJ0062  VERT ORDER      -  SECOND    CLASS 0
 LJ0062
 LJ0062.The horizontal coordinates were determined by differentially corrected
 LJ0062.hand held GPS observations or other comparable positioning techniques
 LJ0062.and have an estimated accuracy of +/- 3 meters.
 LJ0062
 LJ0062.The orthometric height was determined by differential leveling and
 LJ0062.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0062.in June 1991.
 LJ0062
 LJ0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0062.GEOID18 height accuracy estimate available here.
 LJ0062
 LJ0062.Click photographs - Photos may exist for this station.
 LJ0062
 LJ0062.The dynamic height is computed by dividing the NAVD 88
 LJ0062.geopotential number by the normal gravity value computed on the
 LJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0062.degrees latitude (g = 980.6199 gals.).
 LJ0062
 LJ0062.The modeled gravity was interpolated from observed gravity values.
 LJ0062
 LJ0062;                    North         East    Units  Estimated Accuracy
 LJ0062;SPC NE       -    20,157.7     458,936.2     MT  (+/- 3 meters HH1 GPS) 
 LJ0062
 LJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7360730344(NAD 83)
 LJ0062
 LJ0062                          SUPERSEDED SURVEY CONTROL
 LJ0062
 LJ0062  NGVD 29 (??/??/92)  762.548  (m)         2501.79   (f) ADJ UNCH    2 0
 LJ0062
 LJ0062.Superseded values are not recommended for survey control.
 LJ0062
 LJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0062.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0062
 LJ0062_MARKER: DB = BENCH MARK DISK
 LJ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0062_STAMPING: B 201 1934
 LJ0062_MARK LOGO: CGS
 LJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0062+STABILITY: SURFACE MOTION
 LJ0062
 LJ0062  HISTORY     - Date     Condition        Report By
 LJ0062  HISTORY     - 1934     MONUMENTED       CGS
 LJ0062  HISTORY     - 1941     GOOD             CGS
 LJ0062
 LJ0062                          STATION DESCRIPTION
 LJ0062
 LJ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0062'AT MARION.
 LJ0062'AT MARION 200 FEET WEST OF BURLINGTON RAILROAD STATION AT MARION,
 LJ0062'40 FEET SOUTH OF C.B. AND Q. RR. TRACK, IN TELEPHONE LINE.
 LJ0062
 LJ0062                          STATION RECOVERY (1941)
 LJ0062
 LJ0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0425 ***********************************************************************
 NP0425  DESIGNATION -  B 206 RESET
 NP0425  PID         -  NP0425
 NP0425  STATE/COUNTY-  NE/SIOUX
 NP0425  COUNTRY     -  US
 NP0425  USGS QUAD   -  ERDMAN RANCH (2017)
 NP0425
 NP0425                         *CURRENT SURVEY CONTROL
 NP0425  ______________________________________________________________________
 NP0425* NAD 83(1986) POSITION- 42 03 55.     (N) 103 48 53.     (W)   SCALED
 NP0425* NAVD 88 ORTHO HEIGHT -  1283.71  (+/-2cm)     4211.6   (feet) VERTCON
 NP0425  ______________________________________________________________________
 NP0425  GEOID HEIGHT    -        -18.289 (meters)                     GEOID18
 NP0425  VERT ORDER      -  THIRD (See Below)
 NP0425
 NP0425.The horizontal coordinates were scaled from a map and have
 NP0425.an estimated accuracy of +/- 6 seconds.
 NP0425
 NP0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0425
 NP0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0425.GEOID18 height accuracy estimate available here.
 NP0425
 NP0425.The vertical order pertains to the NGVD 29 superseded value.
 NP0425
 NP0425.Click photographs - Photos may exist for this station.
 NP0425
 NP0425;                    North         East    Units  Estimated Accuracy
 NP0425;SPC NE       -   254,770.      184,470.      MT  (+/- 180 meters Scaled)
 NP0425
 NP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG980577(NAD 83)
 NP0425
 NP0425                          SUPERSEDED SURVEY CONTROL
 NP0425
 NP0425  NGVD 29 (01/31/13) 1282.99   (m)         4209.3    (f) RESET       3  
 NP0425
 NP0425.Superseded values are not recommended for survey control.
 NP0425
 NP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0425.See file dsdata.pdf to determine how the superseded data were derived.
 NP0425
 NP0425_MARKER: DB = BENCH MARK DISK
 NP0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0425_SP_SET: ABUTMENT
 NP0425_STAMPING: B 206 RESET 1972
 NP0425_MARK LOGO: CGS
 NP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0425
 NP0425  HISTORY     - Date     Condition        Report By
 NP0425  HISTORY     - 1972     MONUMENTED       NEDR
 NP0425  HISTORY     - 1973     GOOD             NEDR
 NP0425
 NP0425                          STATION DESCRIPTION
 NP0425
 NP0425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1973
 NP0425'8 MI N FROM MITCHELL.
 NP0425'ABOUT 8 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE HIGH SCHOOL
 NP0425'AT MITCHELL, 98 YARDS NORTHWEST OF A ONE-STORY FARM HOUSE, SET
 NP0425'IN THE TOP OF THE SOUTHWEST WINGWALL OF THE SOUTH ABUTMENT OF A
 NP0425'BRIDGE, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 12
 NP0425'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST DITCH BANK ROAD AND
 NP0425'ABOUT LEVEL WITH THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0863 ***********************************************************************
 ML0863  DESIGNATION -  B 207
 ML0863  PID         -  ML0863
 ML0863  STATE/COUNTY-  NE/CUSTER
 ML0863  COUNTRY     -  US
 ML0863  USGS QUAD   -  ANSELMO (2017)
 ML0863
 ML0863                         *CURRENT SURVEY CONTROL
 ML0863  ______________________________________________________________________
 ML0863* NAD 83(1986) POSITION- 41 31 29.     (N) 099 46 49.     (W)   SCALED
 ML0863* NAVD 88 ORTHO HEIGHT -   805.680 (meters)     2643.30  (feet) ADJUSTED
 ML0863  ______________________________________________________________________
 ML0863  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 ML0863  DYNAMIC HEIGHT  -        805.257 (meters)     2641.91  (feet) COMP
 ML0863  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 ML0863
 ML0863  VERT ORDER      -  SECOND    CLASS 0
 ML0863
 ML0863.The horizontal coordinates were scaled from a map and have
 ML0863.an estimated accuracy of +/- 6 seconds.
 ML0863
 ML0863.The orthometric height was determined by differential leveling and
 ML0863.adjusted by the NATIONAL GEODETIC SURVEY
 ML0863.in June 1991.
 ML0863
 ML0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0863.GEOID18 height accuracy estimate available here.
 ML0863
 ML0863.Click photographs - Photos may exist for this station.
 ML0863
 ML0863.The dynamic height is computed by dividing the NAVD 88
 ML0863.geopotential number by the normal gravity value computed on the
 ML0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0863.degrees latitude (g = 980.6199 gals.).
 ML0863
 ML0863.The modeled gravity was interpolated from observed gravity values.
 ML0863
 ML0863;                    North         East    Units  Estimated Accuracy
 ML0863;SPC NE       -   187,810.      518,330.      MT  (+/- 180 meters Scaled)
 ML0863
 ML0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML349973(NAD 83)
 ML0863
 ML0863                          SUPERSEDED SURVEY CONTROL
 ML0863
 ML0863  NGVD 29 (??/??/92)  805.391  (m)         2642.35   (f) ADJ UNCH    2 0
 ML0863
 ML0863.Superseded values are not recommended for survey control.
 ML0863
 ML0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0863.See file dsdata.pdf to determine how the superseded data were derived.
 ML0863
 ML0863_MARKER: DB = BENCH MARK DISK
 ML0863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0863_SP_SET: CULVERT HEADWALL
 ML0863_STAMPING: B 207 1939
 ML0863_MARK LOGO: CGS
 ML0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0863+STABILITY: SURFACE MOTION
 ML0863
 ML0863  HISTORY     - Date     Condition        Report By
 ML0863  HISTORY     - 1939     MONUMENTED       CGS
 ML0863  HISTORY     - 1949     GOOD             CGS
 ML0863  HISTORY     - 20180612 MARK NOT FOUND   NEGS
 ML0863
 ML0863                          STATION DESCRIPTION
 ML0863
 ML0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0863'3 MI NW FROM MERNA.
 ML0863'3.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0863'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, 18 YARDS
 ML0863'SOUTHEAST OF A ROAD CROSSING, 27 YARDS EAST OF A HIGHWAY, IN THE
 ML0863'TOP OF CULVERT 187.74, 6 FEET NORTHWEST OF THE SOUTHEAST CORNER,
 ML0863'AND 7 FEET SOUTH OF THE SOUTHEAST RAIL.  A STANDARD DISK,
 ML0863'STAMPED B 207 1939.
 ML0863
 ML0863                          STATION RECOVERY (2018)
 ML0863
 ML0863'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0863'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0007 ***********************************************************************
 LG0007  DESIGNATION -  B 208
 LG0007  PID         -  LG0007
 LG0007  STATE/COUNTY-  NE/OTOE
 LG0007  COUNTRY     -  US
 LG0007  USGS QUAD   -  DUNBAR (2017)
 LG0007
 LG0007                         *CURRENT SURVEY CONTROL
 LG0007  ______________________________________________________________________
 LG0007* NAD 83(1986) POSITION- 40 40 10.     (N) 096 04 37.     (W)   SCALED
 LG0007* NAVD 88 ORTHO HEIGHT -   341.355 (meters)     1119.93  (feet) ADJUSTED
 LG0007  ______________________________________________________________________
 LG0007  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 LG0007  DYNAMIC HEIGHT  -        341.179 (meters)     1119.35  (feet) COMP
 LG0007  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 LG0007
 LG0007  VERT ORDER      -  FIRST     CLASS II
 LG0007
 LG0007.The horizontal coordinates were scaled from a map and have
 LG0007.an estimated accuracy of +/- 6 seconds.
 LG0007
 LG0007.The orthometric height was determined by differential leveling and
 LG0007.adjusted by the NATIONAL GEODETIC SURVEY
 LG0007.in June 1991.
 LG0007
 LG0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0007.GEOID18 height accuracy estimate available here.
 LG0007
 LG0007.Click photographs - Photos may exist for this station.
 LG0007
 LG0007.The dynamic height is computed by dividing the NAVD 88
 LG0007.geopotential number by the normal gravity value computed on the
 LG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0007.degrees latitude (g = 980.6199 gals.).
 LG0007
 LG0007.The modeled gravity was interpolated from observed gravity values.
 LG0007
 LG0007;                    North         East    Units  Estimated Accuracy
 LG0007;SPC NE       -   100,360.      831,520.      MT  (+/- 180 meters Scaled)
 LG0007
 LG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL470061(NAD 83)
 LG0007
 LG0007                          SUPERSEDED SURVEY CONTROL
 LG0007
 LG0007  NGVD 29 (??/??/92)  341.235  (m)         1119.54   (f) ADJ UNCH    1 2
 LG0007
 LG0007.Superseded values are not recommended for survey control.
 LG0007
 LG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0007.See file dsdata.pdf to determine how the superseded data were derived.
 LG0007
 LG0007_MARKER: DB = BENCH MARK DISK
 LG0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0007_STAMPING: B 208 1940
 LG0007_MARK LOGO: CGS
 LG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0007+STABILITY: SURFACE MOTION
 LG0007
 LG0007  HISTORY     - Date     Condition        Report By
 LG0007  HISTORY     - 1940     MONUMENTED       CGS
 LG0007  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0007
 LG0007                          STATION DESCRIPTION
 LG0007
 LG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0007'3.1 MI W FROM DUNBAR.
 LG0007'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0007'FROM THE STATION AT DUNBAR, OTOE COUNTY, AT A FARM-ROAD CROSSING,
 LG0007'51 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 48 FEET SOUTH OF
 LG0007'THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE CENTER OF A GATE
 LG0007'IN THE RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN
 LG0007'WITNESS POST.  A STANDARD DISK, STAMPED B 208 1940 AND SET IN THE
 LG0007'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0007
 LG0007                          STATION RECOVERY (1991)
 LG0007
 LG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0007'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0331 ***********************************************************************
 LG0331  DESIGNATION -  B 209
 LG0331  PID         -  LG0331
 LG0331  STATE/COUNTY-  NE/LANCASTER
 LG0331  COUNTRY     -  US
 LG0331  USGS QUAD   -  CRETE NORTH (2017)
 LG0331
 LG0331                         *CURRENT SURVEY CONTROL
 LG0331  ______________________________________________________________________
 LG0331* NAD 83(1986) POSITION- 40 40 35.     (N) 096 53 35.     (W)   SCALED
 LG0331* NAVD 88 ORTHO HEIGHT -   419.214 (meters)     1375.37  (feet) ADJUSTED
 LG0331  ______________________________________________________________________
 LG0331  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 LG0331  DYNAMIC HEIGHT  -        419.009 (meters)     1374.70  (feet) COMP
 LG0331  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 LG0331
 LG0331  VERT ORDER      -  FIRST     CLASS II
 LG0331
 LG0331.The horizontal coordinates were scaled from a map and have
 LG0331.an estimated accuracy of +/- 6 seconds.
 LG0331
 LG0331.The orthometric height was determined by differential leveling and
 LG0331.adjusted by the NATIONAL GEODETIC SURVEY
 LG0331.in June 1991.
 LG0331
 LG0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0331.GEOID18 height accuracy estimate available here.
 LG0331
 LG0331.Click photographs - Photos may exist for this station.
 LG0331
 LG0331.The dynamic height is computed by dividing the NAVD 88
 LG0331.geopotential number by the normal gravity value computed on the
 LG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0331.degrees latitude (g = 980.6199 gals.).
 LG0331
 LG0331.The modeled gravity was interpolated from observed gravity values.
 LG0331
 LG0331;                    North         East    Units  Estimated Accuracy
 LG0331;SPC NE       -    98,320.      762,560.      MT  (+/- 180 meters Scaled)
 LG0331
 LG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL780049(NAD 83)
 LG0331
 LG0331                          SUPERSEDED SURVEY CONTROL
 LG0331
 LG0331  NGVD 29 (??/??/92)  419.091  (m)         1374.97   (f) ADJ UNCH    1 2
 LG0331
 LG0331.Superseded values are not recommended for survey control.
 LG0331
 LG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0331.See file dsdata.pdf to determine how the superseded data were derived.
 LG0331
 LG0331_MARKER: DB = BENCH MARK DISK
 LG0331_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0331+WITH SETTING: PAVEMENT
 LG0331_SP_SET: SEMAPHORE BASE
 LG0331_STAMPING: B 209 1940
 LG0331_MARK LOGO: CGS
 LG0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0331+STABILITY: SURFACE MOTION
 LG0331
 LG0331  HISTORY     - Date     Condition        Report By
 LG0331  HISTORY     - 1940     MONUMENTED       CGS
 LG0331
 LG0331                          STATION DESCRIPTION
 LG0331
 LG0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0331'5 MI SW FROM DENTON.
 LG0331'5.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0331'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, MIDWAY
 LG0331'BETWEEN MILEPOSTS 74 AND 75, 29 FEET SOUTHWEST OF A SIGNAL
 LG0331'BATTERY BOX, AT A SEMAPHORE, IN THE TOP OF THE NORTHEAST CORNER
 LG0331'OF THE CONCRETE BASE, AND 10 FEET EAST OF THE CENTERLINE OF THE
 LG0331'TRACK.  A STANDARD DISK, STAMPED B 209 1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0176 ***********************************************************************
 NO0176  DESIGNATION -  B 21
 NO0176  PID         -  NO0176
 NO0176  STATE/COUNTY-  NE/CHERRY
 NO0176  COUNTRY     -  US
 NO0176  USGS QUAD   -  KENNEDY (2017)
 NO0176
 NO0176                         *CURRENT SURVEY CONTROL
 NO0176  ______________________________________________________________________
 NO0176* NAD 83(1986) POSITION- 42 31 56.77   (N) 100 49 45.08   (W)   HD_HELD1
 NO0176* NAVD 88 ORTHO HEIGHT -   926.327 (meters)     3039.12  (feet) ADJUSTED
 NO0176  ______________________________________________________________________
 NO0176  GEOID HEIGHT    -        -20.955 (meters)                     GEOID18
 NO0176  DYNAMIC HEIGHT  -        925.898 (meters)     3037.72  (feet) COMP
 NO0176  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 NO0176
 NO0176  VERT ORDER      -  FIRST     CLASS II
 NO0176
 NO0176.The horizontal coordinates were determined by differentially corrected
 NO0176.hand held GPS observations or other comparable positioning techniques
 NO0176.and have an estimated accuracy of +/- 3 meters.
 NO0176
 NO0176.The orthometric height was determined by differential leveling and
 NO0176.adjusted by the NATIONAL GEODETIC SURVEY
 NO0176.in June 1991.
 NO0176
 NO0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0176.GEOID18 height accuracy estimate available here.
 NO0176
 NO0176.Click photographs - Photos may exist for this station.
 NO0176
 NO0176.The dynamic height is computed by dividing the NAVD 88
 NO0176.geopotential number by the normal gravity value computed on the
 NO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0176.degrees latitude (g = 980.6199 gals.).
 NO0176
 NO0176.The modeled gravity was interpolated from observed gravity values.
 NO0176
 NO0176;                    North         East    Units  Estimated Accuracy
 NO0176;SPC NE       -   300,012.0     431,890.1     MT  (+/- 3 meters HH1 GPS) 
 NO0176
 NO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4977810516(NAD 83)
 NO0176
 NO0176                          SUPERSEDED SURVEY CONTROL
 NO0176
 NO0176  NGVD 29 (02/14/92)  926.027  (m)         3038.14   (f) ADJUSTED    1 2
 NO0176  NGVD 29 (??/??/87)  926.012  (m)         3038.09   (f) SUPERSEDED  1 2
 NO0176
 NO0176.Superseded values are not recommended for survey control.
 NO0176
 NO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0176.See file dsdata.pdf to determine how the superseded data were derived.
 NO0176
 NO0176_MARKER: DB = BENCH MARK DISK
 NO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0176_STAMPING: B 21 1933 3038.091
 NO0176_MARK LOGO: CGS
 NO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0176+STABILITY: SURFACE MOTION
 NO0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0176+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0176
 NO0176  HISTORY     - Date     Condition        Report By
 NO0176  HISTORY     - 1933     MONUMENTED       CGS
 NO0176  HISTORY     - 1934     GOOD             CGS
 NO0176  HISTORY     - 19910804 GOOD             NGS
 NO0176
 NO0176                          STATION DESCRIPTION
 NO0176
 NO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0176'36.3 MI SW FROM VALENTINE.
 NO0176'1.4 MILES SOUTHWEST ALONG A ROAD FROM KENNEDY, CHERRY COUNTY,
 NO0176'1.5 MILES SOUTH OF THE L.C. BEEL RANCH IN 1933, AT TINY TOWN,
 NO0176'AT THE JUNCTION OF ROADS LEADING TO MULLEN AND KENNEDY, 125 FEET
 NO0176'EAST OF AN ELK SERVICE STATION IN 1933, 45 FEET EAST OF THE
 NO0176'ROAD, AND AT A SECTION-LINE FENCE.  A STANDARD DISK, STAMPED
 NO0176'3038.091 B 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0176'PROJECTION 6 INCHES ABOVE GROUND.
 NO0176
 NO0176                          STATION RECOVERY (1991)
 NO0176
 NO0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0176'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0176'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 34.0 KM (21.10 MI) WESTERLY
 NO0176'ALONG STATE HIGHWAY SPUR 16B, AT AN AREA KNOWN LOCALLY AS TINY TOWN,
 NO0176'76.5 M (251.0 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 26.0 M
 NO0176'(85.3 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, 13.9 M (45.6
 NO0176'FT) NORTH OF A UTILITY BRACE POLE WITH 3 GUY CABLES, 9.5 M (31.2 FT)
 NO0176'EAST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 NO0176'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NO0176'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0418 ***********************************************************************
 LG0418  DESIGNATION -  B 210
 LG0418  PID         -  LG0418
 LG0418  STATE/COUNTY-  NE/SALINE
 LG0418  COUNTRY     -  US
 LG0418  USGS QUAD   -  DORCHESTER (2017)
 LG0418
 LG0418                         *CURRENT SURVEY CONTROL
 LG0418  ______________________________________________________________________
 LG0418* NAD 83(1986) POSITION- 40 38 24.     (N) 097 05 20.     (W)   SCALED
 LG0418* NAVD 88 ORTHO HEIGHT -   449.283 (meters)     1474.02  (feet) ADJUSTED
 LG0418  ______________________________________________________________________
 LG0418  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 LG0418  DYNAMIC HEIGHT  -        449.035 (meters)     1473.21  (feet) COMP
 LG0418  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 LG0418
 LG0418  VERT ORDER      -  FIRST     CLASS II
 LG0418
 LG0418.The horizontal coordinates were scaled from a map and have
 LG0418.an estimated accuracy of +/- 6 seconds.
 LG0418
 LG0418.The orthometric height was determined by differential leveling and
 LG0418.adjusted by the NATIONAL GEODETIC SURVEY
 LG0418.in June 1991.
 LG0418
 LG0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0418.GEOID18 height accuracy estimate available here.
 LG0418
 LG0418.Click photographs - Photos may exist for this station.
 LG0418
 LG0418.The dynamic height is computed by dividing the NAVD 88
 LG0418.geopotential number by the normal gravity value computed on the
 LG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0418.degrees latitude (g = 980.6199 gals.).
 LG0418
 LG0418.The modeled gravity was interpolated from observed gravity values.
 LG0418
 LG0418;                    North         East    Units  Estimated Accuracy
 LG0418;SPC NE       -    93,710.      746,150.      MT  (+/- 180 meters Scaled)
 LG0418
 LG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL616005(NAD 83)
 LG0418
 LG0418                          SUPERSEDED SURVEY CONTROL
 LG0418
 LG0418  NGVD 29 (??/??/92)  449.124  (m)         1473.50   (f) ADJ UNCH    1 2
 LG0418
 LG0418.Superseded values are not recommended for survey control.
 LG0418
 LG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0418.See file dsdata.pdf to determine how the superseded data were derived.
 LG0418
 LG0418_MARKER: DB = BENCH MARK DISK
 LG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0418_STAMPING: B 210 1940
 LG0418_MARK LOGO: CGS
 LG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0418+STABILITY: SURFACE MOTION
 LG0418
 LG0418  HISTORY     - Date     Condition        Report By
 LG0418  HISTORY     - 1940     MONUMENTED       CGS
 LG0418  HISTORY     - 1961     GOOD             CGS
 LG0418  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0418
 LG0418                          STATION DESCRIPTION
 LG0418
 LG0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0418'1.7 MI E FROM DORCHESTER.
 LG0418'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0418'FROM THE STATION AT DORCHESTER, 117 FEET WEST OF A WHISTLE POST,
 LG0418'110 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 33, 26.5 FEET
 LG0418'SOUTH OF THE SOUTH RAIL, 1.5 FEET NORTH OF A METAL WITNESS POST
 LG0418'WITH SIGN, AT THE WEST END OF A SMALL CUT, SET IN TOP OF A
 LG0418'SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 LG0418
 LG0418                          STATION RECOVERY (1991)
 LG0418
 LG0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0418'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1392 ***********************************************************************
 MK1392  DESIGNATION -  B 211
 MK1392  PID         -  MK1392
 MK1392  STATE/COUNTY-  NE/MERRICK
 MK1392  COUNTRY     -  US
 MK1392  USGS QUAD   -  SILVER CREEK (2017)
 MK1392
 MK1392                         *CURRENT SURVEY CONTROL
 MK1392  ______________________________________________________________________
 MK1392* NAD 83(1986) POSITION- 41 18 58.     (N) 097 39 48.     (W)   SCALED
 MK1392* NAVD 88 ORTHO HEIGHT -   472.516 (meters)     1550.25  (feet) ADJUSTED
 MK1392  ______________________________________________________________________
 MK1392  GEOID HEIGHT    -        -25.330 (meters)                     GEOID18
 MK1392  DYNAMIC HEIGHT  -        472.298 (meters)     1549.53  (feet) COMP
 MK1392  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 MK1392
 MK1392  VERT ORDER      -  FIRST     CLASS II
 MK1392
 MK1392.The horizontal coordinates were scaled from a map and have
 MK1392.an estimated accuracy of +/- 6 seconds.
 MK1392
 MK1392.The orthometric height was determined by differential leveling and
 MK1392.adjusted by the NATIONAL GEODETIC SURVEY
 MK1392.in June 1991.
 MK1392
 MK1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1392.GEOID18 height accuracy estimate available here.
 MK1392
 MK1392.Click photographs - Photos may exist for this station.
 MK1392
 MK1392.The dynamic height is computed by dividing the NAVD 88
 MK1392.geopotential number by the normal gravity value computed on the
 MK1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1392.degrees latitude (g = 980.6199 gals.).
 MK1392
 MK1392.The modeled gravity was interpolated from observed gravity values.
 MK1392
 MK1392;                    North         East    Units  Estimated Accuracy
 MK1392;SPC NE       -   167,270.      695,560.      MT  (+/- 180 meters Scaled)
 MK1392
 MK1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL118747(NAD 83)
 MK1392
 MK1392                          SUPERSEDED SURVEY CONTROL
 MK1392
 MK1392  NGVD 29 (??/??/92)  472.316  (m)         1549.59   (f) ADJ UNCH    1 2
 MK1392
 MK1392.Superseded values are not recommended for survey control.
 MK1392
 MK1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1392.See file dsdata.pdf to determine how the superseded data were derived.
 MK1392
 MK1392_MARKER: DB = BENCH MARK DISK
 MK1392_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK1392_SP_SET: WATER TANK FOOTING
 MK1392_STAMPING: B 211 1940
 MK1392_MARK LOGO: CGS
 MK1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1392+STABILITY: SURFACE MOTION
 MK1392
 MK1392  HISTORY     - Date     Condition        Report By
 MK1392  HISTORY     - 1940     MONUMENTED       CGS
 MK1392  HISTORY     - 1958     MARK NOT FOUND   USGS
 MK1392
 MK1392                          STATION DESCRIPTION
 MK1392
 MK1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1392'AT SILVER CREEK.
 MK1392'AT SILVER CREEK BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 MK1392'UNION PACIFIC RR., 312 FEET WEST OF RR STATION, 84 FEET NORTH
 MK1392'OF CENTERLINE OF NORTH MAIN TRACK, B.M. IS SET FLUSH AND
 MK1392'HORIZONTALLY IN TOP OF THE EAST MOST FOOTING OF THE TWO SOUTH
 MK1392'CONCRETE FOOTINGS OF RR. WATER TANK.  NO 4 X 4 INCH WOODEN POST
 MK1392'WAS SET BECAUSE WATER TANK SERVES AS LANDMARK.
 MK1392
 MK1392                          STATION RECOVERY (1958)
 MK1392
 MK1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1368 ***********************************************************************
 MK1368  DESIGNATION -  B 212
 MK1368  PID         -  MK1368
 MK1368  STATE/COUNTY-  NE/MERRICK
 MK1368  COUNTRY     -  US
 MK1368  USGS QUAD   -  POLK NW (2017)
 MK1368
 MK1368                         *CURRENT SURVEY CONTROL
 MK1368  ______________________________________________________________________
 MK1368* NAD 83(1986) POSITION- 41 08 30.     (N) 097 57 34.     (W)   SCALED
 MK1368* NAVD 88 ORTHO HEIGHT -   510.615 (meters)     1675.24  (feet) ADJUSTED
 MK1368  ______________________________________________________________________
 MK1368  GEOID HEIGHT    -        -25.287 (meters)                     GEOID18
 MK1368  DYNAMIC HEIGHT  -        510.364 (meters)     1674.42  (feet) COMP
 MK1368  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 MK1368
 MK1368  VERT ORDER      -  FIRST     CLASS II
 MK1368
 MK1368.The horizontal coordinates were scaled from a map and have
 MK1368.an estimated accuracy of +/- 6 seconds.
 MK1368
 MK1368.The orthometric height was determined by differential leveling and
 MK1368.adjusted by the NATIONAL GEODETIC SURVEY
 MK1368.in June 1991.
 MK1368
 MK1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1368.GEOID18 height accuracy estimate available here.
 MK1368
 MK1368.Click photographs - Photos may exist for this station.
 MK1368
 MK1368.The dynamic height is computed by dividing the NAVD 88
 MK1368.geopotential number by the normal gravity value computed on the
 MK1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1368.degrees latitude (g = 980.6199 gals.).
 MK1368
 MK1368.The modeled gravity was interpolated from observed gravity values.
 MK1368
 MK1368;                    North         East    Units  Estimated Accuracy
 MK1368;SPC NE       -   147,280.      671,240.      MT  (+/- 180 meters Scaled)
 MK1368
 MK1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL873550(NAD 83)
 MK1368
 MK1368                          SUPERSEDED SURVEY CONTROL
 MK1368
 MK1368  NGVD 29 (??/??/92)  510.400  (m)         1674.54   (f) ADJ UNCH    1 2
 MK1368
 MK1368.Superseded values are not recommended for survey control.
 MK1368
 MK1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1368.See file dsdata.pdf to determine how the superseded data were derived.
 MK1368
 MK1368_MARKER: DB = BENCH MARK DISK
 MK1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1368_STAMPING: B 212 1940
 MK1368_MARK LOGO: CGS
 MK1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1368+STABILITY: SURFACE MOTION
 MK1368
 MK1368  HISTORY     - Date     Condition        Report By
 MK1368  HISTORY     - 1940     MONUMENTED       CGS
 MK1368  HISTORY     - 1950     GOOD             CGS
 MK1368
 MK1368                          STATION DESCRIPTION
 MK1368
 MK1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1368'3 MI NE FROM CENTRAL CITY.
 MK1368'3.0 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1368'CENTRAL CITY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION
 MK1368'PACIFIC RR., 590 FEET NORTHEAST OF MILEPOST NO. 122, 55 FEET NORTH
 MK1368'OF CENTERLINE OF U.S. HIGHWAY NO. 30, 42 FEET SOUTH OF CENTERLINE
 MK1368'OF SOUTH MAIN TRACK, 11 FEET SOUTHWEST OF THE SIXTH TELEGRAPH
 MK1368'POLE NORTHEAST OF MILEPOST NO. 122, 3.0 FEET NORTHEAST OF 4 X 4
 MK1368'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH
 MK1368'POLES.  MONUMENT PROJECTS 0.5 FOOT.
 MK1368
 MK1368                          STATION RECOVERY (1950)
 MK1368
 MK1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1139 ***********************************************************************
 MK1139  DESIGNATION -  B 213
 MK1139  PID         -  MK1139
 MK1139  STATE/COUNTY-  NE/MADISON
 MK1139  COUNTRY     -  US
 MK1139  USGS QUAD   -  MADISON (2017)
 MK1139
 MK1139                         *CURRENT SURVEY CONTROL
 MK1139  ______________________________________________________________________
 MK1139* NAD 83(1986) POSITION- 41 48 03.     (N) 097 28 31.     (W)   SCALED
 MK1139* NAVD 88 ORTHO HEIGHT -   488.039 (meters)     1601.17  (feet) ADJUSTED
 MK1139  ______________________________________________________________________
 MK1139  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 MK1139  DYNAMIC HEIGHT  -        487.842 (meters)     1600.53  (feet) COMP
 MK1139  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 MK1139
 MK1139  VERT ORDER      -  FIRST     CLASS II
 MK1139
 MK1139.The horizontal coordinates were scaled from a map and have
 MK1139.an estimated accuracy of +/- 6 seconds.
 MK1139
 MK1139.The orthometric height was determined by differential leveling and
 MK1139.adjusted by the NATIONAL GEODETIC SURVEY
 MK1139.in June 1991.
 MK1139
 MK1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1139.GEOID18 height accuracy estimate available here.
 MK1139
 MK1139.Click photographs - Photos may exist for this station.
 MK1139
 MK1139.The dynamic height is computed by dividing the NAVD 88
 MK1139.geopotential number by the normal gravity value computed on the
 MK1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1139.degrees latitude (g = 980.6199 gals.).
 MK1139
 MK1139.The modeled gravity was interpolated from observed gravity values.
 MK1139
 MK1139;                    North         East    Units  Estimated Accuracy
 MK1139;SPC NE       -   221,510.      709,730.      MT  (+/- 180 meters Scaled)
 MK1139
 MK1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM266287(NAD 83)
 MK1139
 MK1139                          SUPERSEDED SURVEY CONTROL
 MK1139
 MK1139  NGVD 29 (??/??/92)  487.859  (m)         1600.58   (f) ADJ UNCH    1 2
 MK1139
 MK1139.Superseded values are not recommended for survey control.
 MK1139
 MK1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1139.See file dsdata.pdf to determine how the superseded data were derived.
 MK1139
 MK1139_MARKER: DB = BENCH MARK DISK
 MK1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1139_STAMPING: B 213 1940
 MK1139_MARK LOGO: CGS
 MK1139_PROJECTION: RECESSED 13 CENTIMETERS
 MK1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1139+STABILITY: SURFACE MOTION
 MK1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1139+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2020
 MK1139
 MK1139  HISTORY     - Date     Condition        Report By
 MK1139  HISTORY     - 1940     MONUMENTED       CGS
 MK1139  HISTORY     - 19891103 GOOD             NEDR
 MK1139  HISTORY     - 20201028 GOOD             NEGS
 MK1139
 MK1139                          STATION DESCRIPTION
 MK1139
 MK1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1139'2 MI SW FROM MADISON.
 MK1139'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 86
 MK1139'FEET NORTHEAST OF CENTER OF INTERSECTION OF EAST-WEST GRADED
 MK1139'DIRT ROAD AND TRACK, 57 FEET NORTH OF CENTERLINE OF ROAD, 49
 MK1139'FEET EAST OF CENTERLINE OF TRACK, 3.0 FEET SOUTH OF 4 X 4 INCH
 MK1139'WHITE WOODEN POST PROJECTING 2.0 FEET, 1.0 FOOT WEST OF
 MK1139'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 MK1139
 MK1139                          STATION RECOVERY (1989)
 MK1139
 MK1139'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1139'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 32, AT
 MK1139'MADISON, PROCEED SOUTH ON HIGHWAY 81 FOR 2.4 MI (3.9 KM) TO A COUNTY
 MK1139'ROAD INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.55 MI (0.89 KM) TO
 MK1139'THE MARK, 86 FT (26.2 M) NORTHEAST OF A RAILROAD CROSSING, 58.4 FT
 MK1139'(17.8 M) NORTH FROM THE CENTERLINE OF THE EAST/WEST COUNTY ROAD, 46 FT
 MK1139'(14.0 M) EAST OF INSIDE OF THE EAST RAIL, 1 FT (0.3 M) WEST OF THE
 MK1139'EAST RAILROAD RIGHT-OF-WAY FENCE AND SET INTO THE TOP OF A CONCRETE
 MK1139'POST THAT IS RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND SURFACE.
 MK1139
 MK1139                          STATION RECOVERY (2020)
 MK1139
 MK1139'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1139'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND NE. HIGHWAY 32
 MK1139'ON EAST SIDE OF MADISON, NE., HEAD SOUTH ON U.S. HIGHWAY 81 FOR 2.4 MI
 MK1139'(3.9 KM) TO COUNTY ROAD 826 ROAD.  TURN RIGHT AND GO WEST FOR 0.55 MI
 MK1139'(0.88 KM) TO THE STATION ON THE RIGHT (NORTH).  THE MARK IS 86 FT
 MK1139'(26.2 M) NORTHEAST OF A RAILROAD CROSSING, 58.4 FT (17.8 M) NORTH FROM
 MK1139'THE CENTERLINE OF 826 ROAD, 46" EAST OF THE INSIDE OF THE EAST RAIL
 MK1139'AND 1 FT (0.3 M) WEST OF THE EAST RAILROAD ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1150 ***********************************************************************
 NM1150  DESIGNATION -  B 214 RESET
 NM1150  PID         -  NM1150
 NM1150  STATE/COUNTY-  NE/PIERCE
 NM1150  COUNTRY     -  US
 NM1150  USGS QUAD   -  WEE TOWN (2017)
 NM1150
 NM1150                         *CURRENT SURVEY CONTROL
 NM1150  ______________________________________________________________________
 NM1150* NAD 83(1986) POSITION- 42 09 57.     (N) 097 29 37.     (W)   SCALED
 NM1150* NAVD 88 ORTHO HEIGHT -   479.68  (meters)     1573.8   (feet) RESET
 NM1150  ______________________________________________________________________
 NM1150  GEOID HEIGHT    -        -24.921 (meters)                     GEOID18
 NM1150  VERT ORDER      -  THIRD
 NM1150
 NM1150.The horizontal coordinates were scaled from a map and have
 NM1150.an estimated accuracy of +/- 6 seconds.
 NM1150
 NM1150.The orthometric height was computed from unverified reset data.
 NM1150
 NM1150.No vertical observational check was made to the station.
 NM1150
 NM1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1150.GEOID18 height accuracy estimate available here.
 NM1150
 NM1150.Click photographs - Photos may exist for this station.
 NM1150
 NM1150;                    North         East    Units  Estimated Accuracy
 NM1150;SPC NE       -   261,970.      707,030.      MT  (+/- 180 meters Scaled)
 NM1150
 NM1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM244692(NAD 83)
 NM1150
 NM1150                          SUPERSEDED SURVEY CONTROL
 NM1150
 NM1150  NGVD 29 (01/31/13)  479.50   (m)         1573.2    (f) RESET       3  
 NM1150
 NM1150.Superseded values are not recommended for survey control.
 NM1150
 NM1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1150.See file dsdata.pdf to determine how the superseded data were derived.
 NM1150
 NM1150_MARKER: DV = VERTICAL CONTROL DISK
 NM1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1150_STAMPING: B 214 RESET 1974
 NM1150_MARK LOGO: NGS
 NM1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1150+STABILITY: SURFACE MOTION
 NM1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1150+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 NM1150
 NM1150  HISTORY     - Date     Condition        Report By
 NM1150  HISTORY     - 1974     MONUMENTED       NEDR
 NM1150  HISTORY     - 20130801 GOOD             NEDR
 NM1150
 NM1150                          STATION DESCRIPTION
 NM1150
 NM1150'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 NM1150'2.8 MI SE FROM PIERCE.
 NM1150'2.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 NM1150'FROM THE STATION IN PIERCE, PIERCE COUNTY, 0.2 MILE NORTH OF THE
 NM1150'CROSSING OF A SECTION LINE ROAD, 181 FEET WEST OF THE CENTERLINE
 NM1150'OF THE TRACK, 71 FEET WEST OF THE CENTERLINE OF NEBRASKA
 NM1150'HIGHWAY 13 (STA. 683+08), 23 FEET SOUTHEAST OF AN 18 INCH TREE,
 NM1150'24.5 FEET EAST OF A 12 INCH TREE AND 2.5 FEET SOUTHWEST OF A
 NM1150'WHITE WOODEN WITNESS POST.  SET IN TOP OF A CONCRETE POST
 NM1150'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1150
 NM1150                          STATION RECOVERY (2013)
 NM1150
 NM1150'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (JA)
 NM1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0103 ***********************************************************************
 NP0103  DESIGNATION -  B 215
 NP0103  PID         -  NP0103
 NP0103  STATE/COUNTY-  NE/SHERIDAN
 NP0103  COUNTRY     -  US
 NP0103  USGS QUAD   -  ELLSWORTH (2017)
 NP0103
 NP0103                         *CURRENT SURVEY CONTROL
 NP0103  ______________________________________________________________________
 NP0103* NAD 83(1986) POSITION- 42 03 51.22   (N) 102 19 53.41   (W)   HD_HELD1
 NP0103* NAVD 88 ORTHO HEIGHT -  1197.004 (meters)     3927.17  (feet) ADJUSTED
 NP0103  ______________________________________________________________________
 NP0103  GEOID HEIGHT    -        -18.949 (meters)                     GEOID18
 NP0103  DYNAMIC HEIGHT  -       1196.304 (meters)     3924.87  (feet) COMP
 NP0103  MODELED GRAVITY -    979,996.2   (mgal)                       NAVD 88
 NP0103
 NP0103  VERT ORDER      -  SECOND    CLASS 0
 NP0103
 NP0103.The horizontal coordinates were determined by differentially corrected
 NP0103.hand held GPS observations or other comparable positioning techniques
 NP0103.and have an estimated accuracy of +/- 3 meters.
 NP0103
 NP0103.The orthometric height was determined by differential leveling and
 NP0103.adjusted by the NATIONAL GEODETIC SURVEY
 NP0103.in June 1991.
 NP0103
 NP0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0103.GEOID18 height accuracy estimate available here.
 NP0103
 NP0103.Click photographs - Photos may exist for this station.
 NP0103
 NP0103.The dynamic height is computed by dividing the NAVD 88
 NP0103.geopotential number by the normal gravity value computed on the
 NP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0103.degrees latitude (g = 980.6199 gals.).
 NP0103
 NP0103.The modeled gravity was interpolated from observed gravity values.
 NP0103
 NP0103;                    North         East    Units  Estimated Accuracy
 NP0103;SPC NE       -   250,290.9     307,107.7     MT  (+/- 3 meters HH1 GPS) 
 NP0103
 NP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2078460353(NAD 83)
 NP0103
 NP0103                          SUPERSEDED SURVEY CONTROL
 NP0103
 NP0103  NGVD 29 (??/??/92) 1196.436  (m)         3925.31   (f) ADJ UNCH    2 0
 NP0103
 NP0103.Superseded values are not recommended for survey control.
 NP0103
 NP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0103.See file dsdata.pdf to determine how the superseded data were derived.
 NP0103
 NP0103_MARKER: DB = BENCH MARK DISK
 NP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0103_STAMPING: B 215 1940
 NP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0103+STABILITY: SURFACE MOTION
 NP0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0103+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 NP0103
 NP0103  HISTORY     - Date     Condition        Report By
 NP0103  HISTORY     - 1940     MONUMENTED       CGS
 NP0103  HISTORY     - 20070423 GOOD             NEDR
 NP0103
 NP0103                          STATION DESCRIPTION
 NP0103
 NP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0103'2.6 MI E FROM ELLSWORTH.
 NP0103'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0103'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 585 FEET WEST
 NP0103'OF MILEPOST 337, 115 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 NP0103'43 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT THE
 NP0103'EAST SIDE OF A SMALL HILL, SOUTH OF A SMALL POND, AND 3.0 FEET
 NP0103'WEST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE
 NP0103'GROUND.  A STANDARD DISK, B 215 1940 AND SET IN THE TOP OF A
 NP0103'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0103
 NP0103                          STATION RECOVERY (2007)
 NP0103
 NP0103'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0103'NEW TIES
 NP0103'1.8 FT. NW TO BASE OF METAL WITNESS POST
 NP0103'1.6 FT. WEST TO BASE OF FIBERGLASS WITNESS POST
 NP0103'91.5 FT. SOUTH TO THE CENTERLINE OF STATE HIGHWAY 2
 NP0103'0.1 FT. ABOVE GROUND
 NP0103'
 NP0103'4X4 WHITE POST NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0555 ***********************************************************************
 LF0555  DESIGNATION -  B 216
 LF0555  PID         -  LF0555
 LF0555  STATE/COUNTY-  NE/RICHARDSON
 LF0555  COUNTRY     -  US
 LF0555  USGS QUAD   -  HUMBOLDT (2017)
 LF0555
 LF0555                         *CURRENT SURVEY CONTROL
 LF0555  ______________________________________________________________________
 LF0555* NAD 83(1986) POSITION- 40 08 49.     (N) 095 59 47.     (W)   SCALED
 LF0555* NAVD 88 ORTHO HEIGHT -   303.849 (meters)      996.88  (feet) ADJUSTED
 LF0555  ______________________________________________________________________
 LF0555  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 LF0555  DYNAMIC HEIGHT  -        303.682 (meters)      996.33  (feet) COMP
 LF0555  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 LF0555
 LF0555  VERT ORDER      -  SECOND    CLASS 0
 LF0555
 LF0555.The horizontal coordinates were scaled from a map and have
 LF0555.an estimated accuracy of +/- 6 seconds.
 LF0555
 LF0555.The orthometric height was determined by differential leveling and
 LF0555.adjusted by the NATIONAL GEODETIC SURVEY
 LF0555.in June 1991.
 LF0555
 LF0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0555.GEOID18 height accuracy estimate available here.
 LF0555
 LF0555.Click photographs - Photos may exist for this station.
 LF0555
 LF0555.The dynamic height is computed by dividing the NAVD 88
 LF0555.geopotential number by the normal gravity value computed on the
 LF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0555.degrees latitude (g = 980.6199 gals.).
 LF0555
 LF0555.The modeled gravity was interpolated from observed gravity values.
 LF0555
 LF0555;                    North         East    Units  Estimated Accuracy
 LF0555;SPC NE       -    42,720.      841,010.      MT  (+/- 180 meters Scaled)
 LF0555
 LF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE447483(NAD 83)
 LF0555
 LF0555                          SUPERSEDED SURVEY CONTROL
 LF0555
 LF0555  NGVD 29 (??/??/92)  303.764  (m)          996.60   (f) ADJ UNCH    2 0
 LF0555
 LF0555.Superseded values are not recommended for survey control.
 LF0555
 LF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0555.See file dsdata.pdf to determine how the superseded data were derived.
 LF0555
 LF0555_MARKER: DB = BENCH MARK DISK
 LF0555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0555_SP_SET: CULVERT HEADWALL
 LF0555_STAMPING: B 216 1945
 LF0555_MARK LOGO: CGS
 LF0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0555+STABILITY: SURFACE MOTION
 LF0555
 LF0555  HISTORY     - Date     Condition        Report By
 LF0555  HISTORY     - 1945     MONUMENTED       CGS
 LF0555  HISTORY     - 1981     GOOD             LOCSUR
 LF0555
 LF0555                          STATION DESCRIPTION
 LF0555
 LF0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0555'2.9 MI W FROM HUMBOLDT.
 LF0555'2.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0555'FROM THE STATION AT HUMBOLDT, 5 POLES WEST OF MILEPOST 43, 130
 LF0555'FEET WEST SOUTH-WEST ACROSS THE TRACK FROM SEMAPHORE 43.07,
 LF0555'89 FEET SOUTHEAST OF THE EAST END OF A SWITCH TRACK, AT A CONCRETE
 LF0555'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 18
 LF0555'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET
 LF0555'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED B 216 1945.
 LF0555
 LF0555                          STATION RECOVERY (1981)
 LF0555
 LF0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0169 ***********************************************************************
 NN0169  DESIGNATION -  B 217
 NN0169  PID         -  NN0169
 NN0169  STATE/COUNTY-  NE/HOLT
 NN0169  COUNTRY     -  US
 NN0169  USGS QUAD   -  PAGE (2017)
 NN0169
 NN0169                         *CURRENT SURVEY CONTROL
 NN0169  ______________________________________________________________________
 NN0169* NAD 83(1986) POSITION- 42 23 38.     (N) 098 25 02.     (W)   SCALED
 NN0169* NAVD 88 ORTHO HEIGHT -   593.771 (meters)     1948.06  (feet) ADJUSTED
 NN0169  ______________________________________________________________________
 NN0169  GEOID HEIGHT    -        -24.700 (meters)                     GEOID18
 NN0169  DYNAMIC HEIGHT  -        593.536 (meters)     1947.29  (feet) COMP
 NN0169  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 NN0169
 NN0169  VERT ORDER      -  FIRST     CLASS II
 NN0169
 NN0169.The horizontal coordinates were scaled from a map and have
 NN0169.an estimated accuracy of +/- 6 seconds.
 NN0169
 NN0169.The orthometric height was determined by differential leveling and
 NN0169.adjusted by the NATIONAL GEODETIC SURVEY
 NN0169.in June 1991.
 NN0169
 NN0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0169.GEOID18 height accuracy estimate available here.
 NN0169
 NN0169.Click photographs - Photos may exist for this station.
 NN0169
 NN0169.The dynamic height is computed by dividing the NAVD 88
 NN0169.geopotential number by the normal gravity value computed on the
 NN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0169.degrees latitude (g = 980.6199 gals.).
 NN0169
 NN0169.The modeled gravity was interpolated from observed gravity values.
 NN0169
 NN0169;                    North         East    Units  Estimated Accuracy
 NN0169;SPC NE       -   285,490.      630,290.      MT  (+/- 180 meters Scaled)
 NN0169
 NN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM479936(NAD 83)
 NN0169
 NN0169                          SUPERSEDED SURVEY CONTROL
 NN0169
 NN0169  NGVD 29 (??/??/92)  593.566  (m)         1947.39   (f) ADJ UNCH    1 2
 NN0169
 NN0169.Superseded values are not recommended for survey control.
 NN0169
 NN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0169.See file dsdata.pdf to determine how the superseded data were derived.
 NN0169
 NN0169_MARKER: DB = BENCH MARK DISK
 NN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0169_STAMPING: B 217 1946
 NN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0169+STABILITY: SURFACE MOTION
 NN0169
 NN0169  HISTORY     - Date     Condition        Report By
 NN0169  HISTORY     - 1946     MONUMENTED       CGS
 NN0169  HISTORY     - 1964     GOOD             CGS
 NN0169
 NN0169                          STATION DESCRIPTION
 NN0169
 NN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0169'0.6 MI S FROM PAGE.
 NN0169'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0169'PAGE, HOLT COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST DIRT
 NN0169'ROAD, 54 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 42.6
 NN0169'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET EAST OF THE
 NN0169'NORTH END OF THE EAST HEADWALL OF A CULVERT, 1 FOOT SOUTH OF A
 NN0169'WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.
 NN0169'A STANDARD DISK, STAMPED B 217 1946 AND SET IN THE TOP OF A
 NN0169'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 NN0169'STATE HIGHWAY 108 SHOULD BE CHANGED TO READ STATE SPUR 320.
 NN0169'A STEEL POST IS ONE FOOT SOUTH OF THE B.M.
 NN0169
 NN0169                          STATION RECOVERY (1964)
 NN0169
 NN0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0212 ***********************************************************************
 NN0212  DESIGNATION -  B 218
 NN0212  PID         -  NN0212
 NN0212  STATE/COUNTY-  NE/HOLT
 NN0212  COUNTRY     -  US
 NN0212  USGS QUAD   -  EMMET (2017)
 NN0212
 NN0212                         *CURRENT SURVEY CONTROL
 NN0212  ______________________________________________________________________
 NN0212* NAD 83(1986) POSITION- 42 28 52.44   (N) 098 52 23.67   (W)   HD_HELD1
 NN0212* NAVD 88 ORTHO HEIGHT -   624.652 (meters)     2049.38  (feet) ADJUSTED
 NN0212  ______________________________________________________________________
 NN0212  GEOID HEIGHT    -        -24.186 (meters)                     GEOID18
 NN0212  DYNAMIC HEIGHT  -        624.404 (meters)     2048.57  (feet) COMP
 NN0212  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 NN0212
 NN0212  VERT ORDER      -  FIRST     CLASS II
 NN0212
 NN0212.The horizontal coordinates were determined by differentially corrected
 NN0212.hand held GPS observations or other comparable positioning techniques
 NN0212.and have an estimated accuracy of +/- 3 meters.
 NN0212
 NN0212.The orthometric height was determined by differential leveling and
 NN0212.adjusted by the NATIONAL GEODETIC SURVEY
 NN0212.in June 1991.
 NN0212
 NN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0212.GEOID18 height accuracy estimate available here.
 NN0212
 NN0212.Click photographs - Photos may exist for this station.
 NN0212
 NN0212.The dynamic height is computed by dividing the NAVD 88
 NN0212.geopotential number by the normal gravity value computed on the
 NN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0212.degrees latitude (g = 980.6199 gals.).
 NN0212
 NN0212.The modeled gravity was interpolated from observed gravity values.
 NN0212
 NN0212;                    North         East    Units  Estimated Accuracy
 NN0212;SPC NE       -   294,602.3     592,625.3     MT  (+/- 3 meters HH1 GPS) 
 NN0212
 NN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1041803217(NAD 83)
 NN0212
 NN0212                          SUPERSEDED SURVEY CONTROL
 NN0212
 NN0212  NGVD 29 (??/??/92)  624.429  (m)         2048.65   (f) ADJ UNCH    1 2
 NN0212
 NN0212.Superseded values are not recommended for survey control.
 NN0212
 NN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0212.See file dsdata.pdf to determine how the superseded data were derived.
 NN0212
 NN0212_MARKER: DB = BENCH MARK DISK
 NN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0212_STAMPING: B 218 1946
 NN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0212+STABILITY: SURFACE MOTION
 NN0212
 NN0212  HISTORY     - Date     Condition        Report By
 NN0212  HISTORY     - 1946     MONUMENTED       CGS
 NN0212  HISTORY     - 1982     GOOD             LOCSUR
 NN0212
 NN0212                          STATION DESCRIPTION
 NN0212
 NN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0212'3.4 MI W FROM EMMET.
 NN0212'3.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0212'THE STATION AT EMMET, HOLT COUNTY, 10 POLES WEST OF MILEPOST
 NN0212'167, AT A SECTION-LINE ROAD CROSSING, 64 FEET WEST OF THE
 NN0212'CENTERLINE OF THE ROAD, 48 FEET SOUTH OF THE CENTERLINE OF THE
 NN0212'TRACK, 35 FEET WEST OF A FENCE CORNER, 23 FEET NORTHEAST OF A
 NN0212'20-INCH COTTONWOOD TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 NN0212'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0212'THAN THE TRACK.  A STANDARD DISK, STAMPED B 218 1946 AND SET IN
 NN0212'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0212
 NN0212                          STATION RECOVERY (1982)
 NN0212
 NN0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0407 ***********************************************************************
 NN0407  DESIGNATION -  B 219
 NN0407  PID         -  NN0407
 NN0407  STATE/COUNTY-  NE/HOLT
 NN0407  COUNTRY     -  US
 NN0407  USGS QUAD   -  DUSTIN (2017)
 NN0407
 NN0407                         *CURRENT SURVEY CONTROL
 NN0407  ______________________________________________________________________
 NN0407* NAD 83(1986) POSITION- 42 49 28.67   (N) 099 06 45.73   (W)   HD_HELD1
 NN0407* NAVD 88 ORTHO HEIGHT -   576.007 (meters)     1889.78  (feet) ADJUSTED
 NN0407  ______________________________________________________________________
 NN0407  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NN0407  DYNAMIC HEIGHT  -        575.797 (meters)     1889.09  (feet) COMP
 NN0407  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 NN0407
 NN0407  VERT ORDER      -  SECOND    CLASS 0
 NN0407
 NN0407.The horizontal coordinates were determined by differentially corrected
 NN0407.hand held GPS observations or other comparable positioning techniques
 NN0407.and have an estimated accuracy of +/- 3 meters.
 NN0407
 NN0407.The orthometric height was determined by differential leveling and
 NN0407.adjusted by the NATIONAL GEODETIC SURVEY
 NN0407.in June 1991.
 NN0407
 NN0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0407.GEOID18 height accuracy estimate available here.
 NN0407
 NN0407.Click photographs - Photos may exist for this station.
 NN0407
 NN0407.The dynamic height is computed by dividing the NAVD 88
 NN0407.geopotential number by the normal gravity value computed on the
 NN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0407.degrees latitude (g = 980.6199 gals.).
 NN0407
 NN0407.The modeled gravity was interpolated from observed gravity values.
 NN0407
 NN0407;                    North         East    Units  Estimated Accuracy
 NN0407;SPC NE       -   332,512.3     572,549.7     MT  (+/- 3 meters HH1 GPS) 
 NN0407
 NN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9078741346(NAD 83)
 NN0407
 NN0407                          SUPERSEDED SURVEY CONTROL
 NN0407
 NN0407  NGVD 29 (??/??/92)  575.763  (m)         1888.98   (f) ADJ UNCH    2 0
 NN0407
 NN0407.Superseded values are not recommended for survey control.
 NN0407
 NN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0407.See file dsdata.pdf to determine how the superseded data were derived.
 NN0407
 NN0407_MARKER: DB = BENCH MARK DISK
 NN0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0407_STAMPING: B 219 1946
 NN0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0407+STABILITY: SURFACE MOTION
 NN0407
 NN0407  HISTORY     - Date     Condition        Report By
 NN0407  HISTORY     - 1946     MONUMENTED       CGS
 NN0407
 NN0407                          STATION DESCRIPTION
 NN0407
 NN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0407'9.1 MI N FROM STUART.
 NN0407'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0407'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0407'NO. 20, THENCE NORTH 16.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0407'MARK, BENCH MARK IS AT A CURVE IN THE ROAD, 31.0 FEET EAST OF AND
 NN0407'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 21.0 FEET
 NN0407'SOUTH OF THE EXTENDED LINE OF A FENCE LEADING WEST FROM THE
 NN0407'ROAD, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X
 NN0407'4 IN MARKER POST.  A BRONZE DISK STAMPED B 219 1946 SET IN THE
 NN0407'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0407'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0190 ***********************************************************************
 MM0190  DESIGNATION -  B 22
 MM0190  PID         -  MM0190
 MM0190  STATE/COUNTY-  NE/HOOKER
 MM0190  COUNTRY     -  US
 MM0190  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0190
 MM0190                         *CURRENT SURVEY CONTROL
 MM0190  ______________________________________________________________________
 MM0190* NAD 83(1986) POSITION- 41 57 14.     (N) 101 02 35.     (W)   SCALED
 MM0190* NAVD 88 ORTHO HEIGHT -   994.164 (meters)     3261.69  (feet) ADJUSTED
 MM0190  ______________________________________________________________________
 MM0190  GEOID HEIGHT    -        -20.622 (meters)                     GEOID18
 MM0190  DYNAMIC HEIGHT  -        993.640 (meters)     3259.97  (feet) COMP
 MM0190  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 MM0190
 MM0190  VERT ORDER      -  FIRST     CLASS II
 MM0190
 MM0190.The horizontal coordinates were scaled from a map and have
 MM0190.an estimated accuracy of +/- 6 seconds.
 MM0190
 MM0190.The orthometric height was determined by differential leveling and
 MM0190.adjusted by the NATIONAL GEODETIC SURVEY
 MM0190.in June 1994.
 MM0190
 MM0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0190.GEOID18 height accuracy estimate available here.
 MM0190
 MM0190.Click photographs - Photos may exist for this station.
 MM0190
 MM0190.The dynamic height is computed by dividing the NAVD 88
 MM0190.geopotential number by the normal gravity value computed on the
 MM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0190.degrees latitude (g = 980.6199 gals.).
 MM0190
 MM0190.The modeled gravity was interpolated from observed gravity values.
 MM0190
 MM0190;                    North         East    Units  Estimated Accuracy
 MM0190;SPC NE       -   235,960.      413,550.      MT  (+/- 180 meters Scaled)
 MM0190
 MM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM306466(NAD 83)
 MM0190
 MM0190                          SUPERSEDED SURVEY CONTROL
 MM0190
 MM0190  NAVD 88 (06/15/91)  994.190  (m)         3261.77   (f) SUPERSEDED  1 2
 MM0190  NGVD 29 (02/14/92)  993.854  (m)         3260.67   (f) ADJUSTED    1 2
 MM0190  NGVD 29 (??/??/87)  993.854  (m)         3260.67   (f) SUPERSEDED  1 2
 MM0190
 MM0190.Superseded values are not recommended for survey control.
 MM0190
 MM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0190.See file dsdata.pdf to determine how the superseded data were derived.
 MM0190
 MM0190_MARKER: DB = BENCH MARK DISK
 MM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0190_STAMPING: B 22 1933 3260.669
 MM0190_MARK LOGO: CGS
 MM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0190+STABILITY: SURFACE MOTION
 MM0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0190+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1991
 MM0190
 MM0190  HISTORY     - Date     Condition        Report By
 MM0190  HISTORY     - 1933     MONUMENTED       CGS
 MM0190  HISTORY     - 1984     GOOD             USGS
 MM0190  HISTORY     - 19910817 GOOD             NGS
 MM0190
 MM0190                          STATION DESCRIPTION
 MM0190
 MM0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0190'6.4 MI S FROM MULLEN.
 MM0190'6.4 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0190'MULLEN, HOOKER COUNTY, 1.0 MILE SOUTH OF PERKINS RANCH, 300
 MM0190'FEET SOUTH OF A CATTLEGUARD, 350 FEET WEST OF THE CENTERLINE
 MM0190'OF THE OLD HIGHWAY, AND 50 FEET NORTH OF A TRAIL LEADING WEST.
 MM0190'A STANDARD DISK, STAMPED 3260.669 B 22 1933 AND SET IN THE
 MM0190'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0190
 MM0190                          STATION RECOVERY (1984)
 MM0190
 MM0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0190'6.4 MILES SOUTH ALONG STATE HIGHWAY 97 FROM MULLEN, HOOKER CO., 1.0
 MM0190'MILES SOUTH OF PERKINS RANCH, 350 FEET WEST OF THE CENTERLINE OF THE
 MM0190'OLD HIGHWAY, AND 50 FEET NORTH OF A TRAIL LEADING WEST 190 FEET SOUTH
 MM0190'OF A FENCE CORNER. A STANDARD DISK, STAMPED '3260 669 B 22 1933' AND
 MM0190'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 FEET ABOVE THE GROUND.
 MM0190
 MM0190                          STATION RECOVERY (1991)
 MM0190
 MM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0190'9.9 KM (6.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0190'OF STATE HIGHWAY 2 IN MULLEN, 155.0 M (508.5 FT) SOUTHWEST OF THE
 MM0190'CENTER OF A FIELD ENTRANCE, 113.9 M (373.7 FT) WEST OF THE HIGHWAY
 MM0190'CENTERLINE, 101.6 M (333.3 FT) WEST OF A WITNESS POST AND FENCE, 1.5
 MM0190'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 MM0190'0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0361 ***********************************************************************
 NN0361  DESIGNATION -  B 220
 NN0361  PID         -  NN0361
 NN0361  STATE/COUNTY-  NE/ROCK
 NN0361  COUNTRY     -  US
 NN0361  USGS QUAD   -  NEWPORT (2017)
 NN0361
 NN0361                         *CURRENT SURVEY CONTROL
 NN0361  ______________________________________________________________________
 NN0361* NAD 83(1986) POSITION- 42 35 40.     (N) 099 20 00.     (W)   SCALED
 NN0361* NAVD 88 ORTHO HEIGHT -   680.359 (meters)     2232.14  (feet) ADJUSTED
 NN0361  ______________________________________________________________________
 NN0361  GEOID HEIGHT    -        -23.637 (meters)                     GEOID18
 NN0361  DYNAMIC HEIGHT  -        680.087 (meters)     2231.25  (feet) COMP
 NN0361  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 NN0361
 NN0361  VERT ORDER      -  FIRST     CLASS II
 NN0361
 NN0361.The horizontal coordinates were scaled from a map and have
 NN0361.an estimated accuracy of +/- 6 seconds.
 NN0361
 NN0361.The orthometric height was determined by differential leveling and
 NN0361.adjusted by the NATIONAL GEODETIC SURVEY
 NN0361.in June 1991.
 NN0361
 NN0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0361.GEOID18 height accuracy estimate available here.
 NN0361
 NN0361.Click photographs - Photos may exist for this station.
 NN0361
 NN0361.The dynamic height is computed by dividing the NAVD 88
 NN0361.geopotential number by the normal gravity value computed on the
 NN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0361.degrees latitude (g = 980.6199 gals.).
 NN0361
 NN0361.The modeled gravity was interpolated from observed gravity values.
 NN0361
 NN0361;                    North         East    Units  Estimated Accuracy
 NN0361;SPC NE       -   306,780.      554,710.      MT  (+/- 180 meters Scaled)
 NN0361
 NN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726158(NAD 83)
 NN0361
 NN0361                          SUPERSEDED SURVEY CONTROL
 NN0361
 NN0361  NGVD 29 (??/??/92)  680.120  (m)         2231.36   (f) ADJ UNCH    1 2
 NN0361
 NN0361.Superseded values are not recommended for survey control.
 NN0361
 NN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0361.See file dsdata.pdf to determine how the superseded data were derived.
 NN0361
 NN0361_MARKER: DB = BENCH MARK DISK
 NN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0361_STAMPING: B 220 1946
 NN0361_MARK LOGO: CGS
 NN0361_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0361+STABILITY: SURFACE MOTION
 NN0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0361+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0361
 NN0361  HISTORY     - Date     Condition        Report By
 NN0361  HISTORY     - 1946     MONUMENTED       CGS
 NN0361  HISTORY     - 1982     GOOD             LOCSUR
 NN0361  HISTORY     - 20160215 GOOD             NEGS
 NN0361  HISTORY     - 20210707 GOOD             NEGS
 NN0361
 NN0361                          STATION DESCRIPTION
 NN0361
 NN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0361'0.5 MI S FROM NEWPORT.
 NN0361'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0361'NEWPORT, ROCK COUNTY, THENCE 0.3 MILE WEST ALONG U.S. HIGHWAY
 NN0361'20, AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 110 FEET
 NN0361'NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF THE
 NN0361'CENTERLINE OF THE DIRT ROAD, 50 FEET NORTH OF A FENCE CORNER,
 NN0361'45 FEET NORTHEAST OF A 20-INCH COTTONWOOD TREE, 1 FOOT EAST OF
 NN0361'A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NN0361'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 220 1946 AND SET
 NN0361'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NN0361
 NN0361                          STATION RECOVERY (1982)
 NN0361
 NN0361'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0361'RECOVERED IN GOOD CONDITION.
 NN0361
 NN0361                          STATION RECOVERY (2016)
 NN0361
 NN0361'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NN0361'FOUND IN GOOD CONDITION,DESCRIPTION IS ADEQUATE
 NN0361
 NN0361                          STATION RECOVERY (2021)
 NN0361
 NN0361'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0361'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0361'AT NEWPORT, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 0.50 MI
 NN0361'(0.80 KM) TO THE INTERSECTION WITH CEDAR STREET AT MILE POST 269.86.
 NN0361'TURN RIGHT AND GO NORTH ON CEDAR STREET APPROXIMATELY 110 FT (33.5 M)
 NN0361'TO THE MARK ON THE LEFT (WEST).
 NN0361'
 NN0361'THE MARK IS 4.45 FT (1.4 M) SW OF THE TOP SW CORNER OF ROW MARKER, 5.2
 NN0361'FT (1.6 M) SE OF AN EAST POST FOR NEWPORT CEMETERY SIGN, 11.5 FT (3.5
 NN0361'M) SOUTH-SOUTHWEST OF A FIBER OPTIC WARNING SIGN, 1.1 FT (0.3 M) SOUTH
 NN0361'OF A STEEL WITNESS POST, 16.1 FT (4.9 M) NORTH OF A NAIL IN A POWER
 NN0361'POLE, 69.0 FT (21.0 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 1.3
 NN0361'FT (0.4 M) SOUTH OF A WOODEN WITNESS POST AND 34.0 FT (10.4 M) WEST OF
 NN0361'THE CENTERLINE OF CEDAR STREET.  DUE TO TREES OBSTRUCTING THE MARK,
 NN0361'GPS IS NOT RECOMMENDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1239 ***********************************************************************
 NM1239  DESIGNATION -  B 221
 NM1239  PID         -  NM1239
 NM1239  STATE/COUNTY-  NE/PIERCE
 NM1239  COUNTRY     -  US
 NM1239  USGS QUAD   -  PIERCE (2017)
 NM1239
 NM1239                         *CURRENT SURVEY CONTROL
 NM1239  ______________________________________________________________________
 NM1239* NAD 83(1986) POSITION- 42 12 58.     (N) 097 32 57.     (W)   SCALED
 NM1239* NAVD 88 ORTHO HEIGHT -   484.707 (meters)     1590.24  (feet) ADJUSTED
 NM1239  ______________________________________________________________________
 NM1239  GEOID HEIGHT    -        -24.958 (meters)                     GEOID18
 NM1239  DYNAMIC HEIGHT  -        484.522 (meters)     1589.64  (feet) COMP
 NM1239  MODELED GRAVITY -    980,225.2   (mgal)                       NAVD 88
 NM1239
 NM1239  VERT ORDER      -  SECOND    CLASS I
 NM1239
 NM1239.The horizontal coordinates were scaled from a map and have
 NM1239.an estimated accuracy of +/- 6 seconds.
 NM1239
 NM1239.The orthometric height was determined by differential leveling and
 NM1239.adjusted by the NATIONAL GEODETIC SURVEY
 NM1239.in July 2002.
 NM1239
 NM1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1239.GEOID18 height accuracy estimate available here.
 NM1239
 NM1239.Click photographs - Photos may exist for this station.
 NM1239
 NM1239.The dynamic height is computed by dividing the NAVD 88
 NM1239.geopotential number by the normal gravity value computed on the
 NM1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1239.degrees latitude (g = 980.6199 gals.).
 NM1239
 NM1239.The modeled gravity was interpolated from observed gravity values.
 NM1239
 NM1239;                    North         East    Units  Estimated Accuracy
 NM1239;SPC NE       -   267,420.      702,280.      MT  (+/- 180 meters Scaled)
 NM1239
 NM1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM197747(NAD 83)
 NM1239
 NM1239                          SUPERSEDED SURVEY CONTROL
 NM1239
 NM1239  NAVD 88 (06/15/91)  484.714  (m)         1590.27   (f) SUPERSEDED  1 2
 NM1239  NGVD 29 (??/??/92)  484.542  (m)         1589.70   (f) ADJ UNCH    1 2
 NM1239
 NM1239.Superseded values are not recommended for survey control.
 NM1239
 NM1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1239.See file dsdata.pdf to determine how the superseded data were derived.
 NM1239
 NM1239_MARKER: DB = BENCH MARK DISK
 NM1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1239_SP_SET: CULVERT HEADWALL
 NM1239_STAMPING: B 221 1946
 NM1239_MARK LOGO: CGS
 NM1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1239+STABILITY: SURFACE MOTION
 NM1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1239+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1239
 NM1239  HISTORY     - Date     Condition        Report By
 NM1239  HISTORY     - 1946     MONUMENTED       CGS
 NM1239  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NM1239  HISTORY     - 19991025 GOOD             NGS
 NM1239
 NM1239                          STATION DESCRIPTION
 NM1239
 NM1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1239'1.7 MI NW FROM PIERCE.
 NM1239'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1239'COURTHOUSE AT PIERCE, PIERCE COUNTY, 2 POLES SOUTHEAST OF
 NM1239'CHICAGO AND NORTH WESTERN RAILWAY MILEPOST 16, 78 FEET SOUTHWEST
 NM1239'OF THE CENTERLINE OF THE TRACK, AT A 4-BY 8-FOOT CONCRETE CULVERT
 NM1239'UNDER THE HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE
 NM1239'NORTHEAST HEADWALL, 19 FEET NORTHEAST OF THE CENTERLINE OF THE
 NM1239'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NM1239'B 221 1946.
 NM1239
 NM1239                          STATION RECOVERY (1983)
 NM1239
 NM1239'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1239'MARK NOT FOUND.
 NM1239
 NM1239                          STATION RECOVERY (1999)
 NM1239
 NM1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1239'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1239'IN PIERCE, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 NM1239'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.5
 NM1239'M (24.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW
 NM1239'THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A REFLECTOR
 NM1239'POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1272 ***********************************************************************
 NM1272  DESIGNATION -  B 222
 NM1272  PID         -  NM1272
 NM1272  STATE/COUNTY-  NE/ANTELOPE
 NM1272  COUNTRY     -  US
 NM1272  USGS QUAD   -  BRUNSWICK (2017)
 NM1272
 NM1272                         *CURRENT SURVEY CONTROL
 NM1272  ______________________________________________________________________
 NM1272* NAD 83(1986) POSITION- 42 20 57.     (N) 097 58 12.     (W)   SCALED
 NM1272* NAVD 88 ORTHO HEIGHT -   553.983 (meters)     1817.53  (feet) ADJUSTED
 NM1272  ______________________________________________________________________
 NM1272  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 NM1272  DYNAMIC HEIGHT  -        553.770 (meters)     1816.83  (feet) COMP
 NM1272  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 NM1272
 NM1272  VERT ORDER      -  FIRST     CLASS II
 NM1272
 NM1272.The horizontal coordinates were scaled from a map and have
 NM1272.an estimated accuracy of +/- 6 seconds.
 NM1272
 NM1272.The orthometric height was determined by differential leveling and
 NM1272.adjusted by the NATIONAL GEODETIC SURVEY
 NM1272.in June 1991.
 NM1272
 NM1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1272.GEOID18 height accuracy estimate available here.
 NM1272
 NM1272.Click photographs - Photos may exist for this station.
 NM1272
 NM1272.The dynamic height is computed by dividing the NAVD 88
 NM1272.geopotential number by the normal gravity value computed on the
 NM1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1272.degrees latitude (g = 980.6199 gals.).
 NM1272
 NM1272.The modeled gravity was interpolated from observed gravity values.
 NM1272
 NM1272;                    North         East    Units  Estimated Accuracy
 NM1272;SPC NE       -   281,300.      667,210.      MT  (+/- 180 meters Scaled)
 NM1272
 NM1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM848890(NAD 83)
 NM1272
 NM1272                          SUPERSEDED SURVEY CONTROL
 NM1272
 NM1272  NGVD 29 (??/??/92)  553.788  (m)         1816.89   (f) ADJ UNCH    1 2
 NM1272
 NM1272.Superseded values are not recommended for survey control.
 NM1272
 NM1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1272.See file dsdata.pdf to determine how the superseded data were derived.
 NM1272
 NM1272_MARKER: DB = BENCH MARK DISK
 NM1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1272_STAMPING: B 222 1946
 NM1272_MARK LOGO: CGS
 NM1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1272+STABILITY: SURFACE MOTION
 NM1272
 NM1272  HISTORY     - Date     Condition        Report By
 NM1272  HISTORY     - 1946     MONUMENTED       CGS
 NM1272
 NM1272                          STATION DESCRIPTION
 NM1272
 NM1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1272'0.8 MI N FROM BRUNSWICK.
 NM1272'0.8 MILE NORTH ALONG A PAVED ROAD FROM THE CHICAGO, BURLINGTON
 NM1272'AND QUINCY RAILROAD STATION AT BRUNSWICK, ANTELOPE COUNTY, AT THE
 NM1272'INTERSECTION OF U.S. HIGHWAY 20, 100 YARDS SOUTH OF THE
 NM1272'HIGHWAY, 40 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, AT
 NM1272'A U.S. GOVERNMENT GRAIN STORAGE DEPOT, 33 FEET NORTHWEST OF THE
 NM1272'NORTHWEST STEEL BIN, 9 FEET NORTHEAST OF THE SOUTHWEST TREE IN
 NM1272'A CEDAR GROVE, 6 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NM1272'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE PAVED
 NM1272'ROAD.  A STANDARD DISK, STAMPED B 222 1946 AND SET IN THE
 NM1272'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0377 ***********************************************************************
 NN0377  DESIGNATION -  B 223
 NN0377  PID         -  NN0377
 NN0377  STATE/COUNTY-  NE/KEYA PAHA
 NN0377  COUNTRY     -  US
 NN0377  USGS QUAD   -  JAMISON (2017)
 NN0377
 NN0377                         *CURRENT SURVEY CONTROL
 NN0377  ______________________________________________________________________
 NN0377* NAD 83(1986) POSITION- 42 58 49.     (N) 099 18 49.     (W)   SCALED
 NN0377* NAVD 88 ORTHO HEIGHT -   638.867 (meters)     2096.02  (feet) ADJUSTED
 NN0377  ______________________________________________________________________
 NN0377  GEOID HEIGHT    -        -25.102 (meters)                     GEOID18
 NN0377  DYNAMIC HEIGHT  -        638.621 (meters)     2095.21  (feet) COMP
 NN0377  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 NN0377
 NN0377  VERT ORDER      -  SECOND    CLASS 0
 NN0377
 NN0377.The horizontal coordinates were scaled from a map and have
 NN0377.an estimated accuracy of +/- 6 seconds.
 NN0377
 NN0377.The orthometric height was determined by differential leveling and
 NN0377.adjusted by the NATIONAL GEODETIC SURVEY
 NN0377.in June 1991.
 NN0377
 NN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0377.GEOID18 height accuracy estimate available here.
 NN0377
 NN0377.Click photographs - Photos may exist for this station.
 NN0377
 NN0377.The dynamic height is computed by dividing the NAVD 88
 NN0377.geopotential number by the normal gravity value computed on the
 NN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0377.degrees latitude (g = 980.6199 gals.).
 NN0377
 NN0377.The modeled gravity was interpolated from observed gravity values.
 NN0377
 NN0377;                    North         East    Units  Estimated Accuracy
 NN0377;SPC NE       -   349,650.      555,990.      MT  (+/- 180 meters Scaled)
 NN0377
 NN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN744586(NAD 83)
 NN0377
 NN0377                          SUPERSEDED SURVEY CONTROL
 NN0377
 NN0377  NGVD 29 (??/??/92)  638.564  (m)         2095.02   (f) ADJ UNCH    2 0
 NN0377
 NN0377.Superseded values are not recommended for survey control.
 NN0377
 NN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0377.See file dsdata.pdf to determine how the superseded data were derived.
 NN0377
 NN0377_MARKER: DB = BENCH MARK DISK
 NN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0377_STAMPING: B 223 1946
 NN0377_MARK LOGO: CGS
 NN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0377+STABILITY: SURFACE MOTION
 NN0377
 NN0377  HISTORY     - Date     Condition        Report By
 NN0377  HISTORY     - 1946     MONUMENTED       CGS
 NN0377  HISTORY     - 20141210 GOOD             INDIV
 NN0377
 NN0377                          STATION DESCRIPTION
 NN0377
 NN0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0377'14.7 MI S FROM BURKE.
 NN0377'ALONG A GRADED COUNTY ROAD, 11.7 MILES SOUTH THENCE 1.0 MILE
 NN0377'WEST THENCE 1.2 MILES SOUTH OF THE CHICAGO AND NORTHWESTERN
 NN0377'RAILROAD STATION IN BURKE, SOUTH DAKOTA, 32 FEET EAST OF THE
 NN0377'CENTER OF THE ROAD TO JAMISON, 42 FEET NORTH OF THE CENTER OF
 NN0377'A ROAD LEADING EAST, 12 FEET NORTH OF A CORNER FENCE POST,
 NN0377'2 FEET SOUTH OF WITNESS POST, 2 FEET WEST OF A FENCE.  A BRONZE
 NN0377'DISK STAMPED B223 1946 SET IN THE TOP OF A CONCRETE POST.
 NN0377
 NN0377                          STATION RECOVERY (2014)
 NN0377
 NN0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0377'FOUND MARK LEANING WEST A LITTLE BIT, QUESTIONABLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0555 ***********************************************************************
 NN0555  DESIGNATION -  B 224
 NN0555  PID         -  NN0555
 NN0555  STATE/COUNTY-  NE/KEYA PAHA
 NN0555  COUNTRY     -  US
 NN0555  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0555
 NN0555                         *CURRENT SURVEY CONTROL
 NN0555  ______________________________________________________________________
 NN0555* NAD 83(1986) POSITION- 42 54 41.     (N) 099 37 49.     (W)   SCALED
 NN0555* NAVD 88 ORTHO HEIGHT -   669.381 (meters)     2196.13  (feet) ADJUSTED
 NN0555  ______________________________________________________________________
 NN0555  GEOID HEIGHT    -        -24.168 (meters)                     GEOID18
 NN0555  DYNAMIC HEIGHT  -        669.122 (meters)     2195.28  (feet) COMP
 NN0555  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 NN0555
 NN0555  VERT ORDER      -  FIRST     CLASS II
 NN0555
 NN0555.The horizontal coordinates were scaled from a map and have
 NN0555.an estimated accuracy of +/- 6 seconds.
 NN0555
 NN0555.The orthometric height was determined by differential leveling and
 NN0555.adjusted by the NATIONAL GEODETIC SURVEY
 NN0555.in June 1991.
 NN0555
 NN0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0555.GEOID18 height accuracy estimate available here.
 NN0555
 NN0555.Click photographs - Photos may exist for this station.
 NN0555
 NN0555.The dynamic height is computed by dividing the NAVD 88
 NN0555.geopotential number by the normal gravity value computed on the
 NN0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0555.degrees latitude (g = 980.6199 gals.).
 NN0555
 NN0555.The modeled gravity was interpolated from observed gravity values.
 NN0555
 NN0555;                    North         East    Units  Estimated Accuracy
 NN0555;SPC NE       -   341,840.      530,190.      MT  (+/- 180 meters Scaled)
 NN0555
 NN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN485511(NAD 83)
 NN0555
 NN0555                          SUPERSEDED SURVEY CONTROL
 NN0555
 NN0555  NGVD 29 (??/??/92)  669.094  (m)         2195.19   (f) ADJ UNCH    1 2
 NN0555
 NN0555.Superseded values are not recommended for survey control.
 NN0555
 NN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0555.See file dsdata.pdf to determine how the superseded data were derived.
 NN0555
 NN0555_MARKER: DB = BENCH MARK DISK
 NN0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0555_STAMPING: B 224 1946
 NN0555_MARK LOGO: CGS
 NN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0555+STABILITY: SURFACE MOTION
 NN0555
 NN0555  HISTORY     - Date     Condition        Report By
 NN0555  HISTORY     - 1946     MONUMENTED       CGS
 NN0555
 NN0555                          STATION DESCRIPTION
 NN0555
 NN0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0555'12 MI NE FROM SPRINGVIEW.
 NN0555'ALONG A GRADED COUNTY ROAD, 5.0 MILES NORTH THENCE 5.0 MILES
 NN0555'EAST THENCE 1.0 MILES NORTH THENCE 1.0 MILE EAST OF THE COURT
 NN0555'HOUSE IN SPRINGVIEW, 2.0 MILES WEST OF BURTON POST OFFICE, 36
 NN0555'FEET SOUTH OF THE CENTER OF THE ROAD, 11 FEET EAST OF 5
 NN0555'COTTONWOOD TREES GROWING FROM A SINGLE BASE, 2 FEET SOUTH OF A
 NN0555'FENCE, 2 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0556 ***********************************************************************
 NN0556  DESIGNATION -  B 224 RESET
 NN0556  PID         -  NN0556
 NN0556  STATE/COUNTY-  NE/KEYA PAHA
 NN0556  COUNTRY     -  US
 NN0556  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0556
 NN0556                         *CURRENT SURVEY CONTROL
 NN0556  ______________________________________________________________________
 NN0556* NAD 83(1986) POSITION- 42 54 41.11   (N) 099 37 49.37   (W)   HD_HELD1
 NN0556* NAVD 88 ORTHO HEIGHT -   669.34  (meters)     2196.0   (feet) RESET
 NN0556  ______________________________________________________________________
 NN0556  GEOID HEIGHT    -        -24.168 (meters)                     GEOID18
 NN0556  VERT ORDER      -  THIRD
 NN0556
 NN0556.The horizontal coordinates were determined by differentially corrected
 NN0556.hand held GPS observations or other comparable positioning techniques
 NN0556.and have an estimated accuracy of +/- 3 meters.
 NN0556
 NN0556.The orthometric height was computed from unverified reset data.
 NN0556
 NN0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0556.GEOID18 height accuracy estimate available here.
 NN0556
 NN0556.Click photographs - Photos may exist for this station.
 NN0556
 NN0556;                    North         East    Units  Estimated Accuracy
 NN0556;SPC NE       -   341,845.4     530,181.1     MT  (+/- 3 meters HH1 GPS) 
 NN0556
 NN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4854451170(NAD 83)
 NN0556
 NN0556                          SUPERSEDED SURVEY CONTROL
 NN0556
 NN0556.No superseded survey control is available for this station.
 NN0556
 NN0556_MARKER: DB = BENCH MARK DISK
 NN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0556_STAMPING: B 224 RESET 1958
 NN0556_MARK LOGO: CGS
 NN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0556+STABILITY: SURFACE MOTION
 NN0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0556+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 NN0556
 NN0556  HISTORY     - Date     Condition        Report By
 NN0556  HISTORY     - 1958     MONUMENTED       NEDR
 NN0556  HISTORY     - 20050505 GOOD             NEDR
 NN0556
 NN0556                          STATION DESCRIPTION
 NN0556
 NN0556'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NN0556'2 MI W FROM BURTON.
 NN0556'2 MILES WEST ALONG A GRADED STATE HIGHWAY FROM THE BURTON POST
 NN0556'OFFICE, 125 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.0 FOOT
 NN0556'EAST OF A FENCE LINE, 1.0 FOOT NORTH OF A WITNESS POST, ON THE
 NN0556'EAST BORDER OF A GROVE OF TREES, AND SET IN THE TOP OF A CONCRETE
 NN0556'POST.  5 MILES NORTH, THENCE 5 MILES EAST, THENCE 1.0 MILE NORTH,
 NN0556'THENCE 1.0 MILE EAST OF THE COURTHOUSE IN SPRINGFIELD.
 NN0556
 NN0556                          STATION RECOVERY (2005)
 NN0556
 NN0556'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GLH)
 NN0556'2 MILES WEST OF BURTON, NE. ALONG STATE HIGHWAY 12, 135 FEET SOUTH OF
 NN0556'THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A NORTH SOUTH FENCELINE,
 NN0556'MARK IS ON THE EAST EDGE OF A GROVE OF COTTONWOOD TREES, SET IN A
 NN0556'CONCRETE POST, PLACED MAGNET ALONG SOUTH SIDE OF MARK. APRX. NAD
 NN0556'1983(1995) COORD. FOR LOCATING MARK ARE NORTHING 1121538. EASTING
 NN0556'1739436.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1179 ***********************************************************************
 NM1179  DESIGNATION -  B 225
 NM1179  PID         -  NM1179
 NM1179  STATE/COUNTY-  NE/WAYNE
 NM1179  COUNTRY     -  US
 NM1179  USGS QUAD   -  NORFOLK NE (2017)
 NM1179
 NM1179                         *CURRENT SURVEY CONTROL
 NM1179  ______________________________________________________________________
 NM1179* NAD 83(1986) POSITION- 42 09 34.     (N) 097 15 42.     (W)   SCALED
 NM1179* NAVD 88 ORTHO HEIGHT -   531.322 (meters)     1743.18  (feet) ADJUSTED
 NM1179  ______________________________________________________________________
 NM1179  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 NM1179  DYNAMIC HEIGHT  -        531.122 (meters)     1742.52  (feet) COMP
 NM1179  MODELED GRAVITY -    980,229.6   (mgal)                       NAVD 88
 NM1179
 NM1179  VERT ORDER      -  FIRST     CLASS II
 NM1179
 NM1179.The horizontal coordinates were scaled from a map and have
 NM1179.an estimated accuracy of +/- 6 seconds.
 NM1179
 NM1179.The orthometric height was determined by differential leveling and
 NM1179.adjusted by the NATIONAL GEODETIC SURVEY
 NM1179.in June 1991.
 NM1179
 NM1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1179.GEOID18 height accuracy estimate available here.
 NM1179
 NM1179.Click photographs - Photos may exist for this station.
 NM1179
 NM1179.The dynamic height is computed by dividing the NAVD 88
 NM1179.geopotential number by the normal gravity value computed on the
 NM1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1179.degrees latitude (g = 980.6199 gals.).
 NM1179
 NM1179.The modeled gravity was interpolated from observed gravity values.
 NM1179
 NM1179;                    North         East    Units  Estimated Accuracy
 NM1179;SPC NE       -   261,850.      726,210.      MT  (+/- 180 meters Scaled)
 NM1179
 NM1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM436689(NAD 83)
 NM1179
 NM1179                          SUPERSEDED SURVEY CONTROL
 NM1179
 NM1179  NGVD 29 (??/??/92)  531.123  (m)         1742.53   (f) ADJ UNCH    1 2
 NM1179
 NM1179.Superseded values are not recommended for survey control.
 NM1179
 NM1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1179.See file dsdata.pdf to determine how the superseded data were derived.
 NM1179
 NM1179_MARKER: DB = BENCH MARK DISK
 NM1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1179_STAMPING: B 225 1947
 NM1179_MARK LOGO: CGS
 NM1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1179+STABILITY: SURFACE MOTION
 NM1179
 NM1179  HISTORY     - Date     Condition        Report By
 NM1179  HISTORY     - 1947     MONUMENTED       CGS
 NM1179
 NM1179                          STATION DESCRIPTION
 NM1179
 NM1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1179'4.8 MI NE FROM HOSKINS.
 NM1179'4.85 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1179'AND OMAHA RAILWAY FROM THE STATION AT HOSKINS, AT THE EAST END OF
 NM1179'A SHORT HIGH FILL AND AT THE WEST END OF A CUT, 54.0 FEET SOUTHEAST
 NM1179'OF THE CENTER OF A PRIVATE DIRT ROAD CROSSING, 39.0 FEET SOUTH OF
 NM1179'THE SOUTH RAIL OF THE TRACK, 37.0 FEET WEST OF TELEPHONE POLE
 NM1179'NO. 33/10, 21.0 FEET EAST OF THE CENTER OF A PRIVATE DIRT ROAD,
 NM1179'4.7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2.2 FEET EAST OF A
 NM1179'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK
 NM1179'AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0497 ***********************************************************************
 NN0497  DESIGNATION -  B 226
 NN0497  PID         -  NN0497
 NN0497  STATE/COUNTY-  NE/ROCK
 NN0497  COUNTRY     -  US
 NN0497  USGS QUAD   -  LONG PINE (2017)
 NN0497
 NN0497                         *CURRENT SURVEY CONTROL
 NN0497  ______________________________________________________________________
 NN0497* NAD 83(1986) POSITION- 42 32 08.     (N) 099 39 24.     (W)   SCALED
 NN0497* NAVD 88 ORTHO HEIGHT -   746.032 (meters)     2447.61  (feet) ADJUSTED
 NN0497  ______________________________________________________________________
 NN0497  GEOID HEIGHT    -        -22.953 (meters)                     GEOID18
 NN0497  DYNAMIC HEIGHT  -        745.723 (meters)     2446.59  (feet) COMP
 NN0497  MODELED GRAVITY -    980,181.8   (mgal)                       NAVD 88
 NN0497
 NN0497  VERT ORDER      -  FIRST     CLASS II
 NN0497
 NN0497.The horizontal coordinates were scaled from a map and have
 NN0497.an estimated accuracy of +/- 6 seconds.
 NN0497
 NN0497.The orthometric height was determined by differential leveling and
 NN0497.adjusted by the NATIONAL GEODETIC SURVEY
 NN0497.in June 1991.
 NN0497
 NN0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0497.GEOID18 height accuracy estimate available here.
 NN0497
 NN0497.Click photographs - Photos may exist for this station.
 NN0497
 NN0497.The dynamic height is computed by dividing the NAVD 88
 NN0497.geopotential number by the normal gravity value computed on the
 NN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0497.degrees latitude (g = 980.6199 gals.).
 NN0497
 NN0497.The modeled gravity was interpolated from observed gravity values.
 NN0497
 NN0497;                    North         East    Units  Estimated Accuracy
 NN0497;SPC NE       -   300,090.      528,200.      MT  (+/- 180 meters Scaled)
 NN0497
 NN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN460094(NAD 83)
 NN0497
 NN0497                          SUPERSEDED SURVEY CONTROL
 NN0497
 NN0497  NGVD 29 (??/??/92)  745.758  (m)         2446.71   (f) ADJ UNCH    1 2
 NN0497
 NN0497.Superseded values are not recommended for survey control.
 NN0497
 NN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0497.See file dsdata.pdf to determine how the superseded data were derived.
 NN0497
 NN0497_MARKER: DB = BENCH MARK DISK
 NN0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0497_STAMPING: B 226 1946
 NN0497_MARK LOGO: CGS
 NN0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0497+STABILITY: SURFACE MOTION
 NN0497
 NN0497  HISTORY     - Date     Condition        Report By
 NN0497  HISTORY     - 1946     MONUMENTED       CGS
 NN0497
 NN0497                          STATION DESCRIPTION
 NN0497
 NN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0497'2.3 MI E FROM LONG PINE.
 NN0497'IN ROCK COUNTY, 2.3 MILES EAST OF LONG PINE, BROWN COUNTY.
 NN0497'THIS BENCH MARK MAY BE REACHED BY GOING 0.3 MILE NORTHEAST ALONG
 NN0497'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, THENCE
 NN0497'2.0 MILES EAST ALONG A DIRT ROAD.  IT IS AT THE INTERSECTION OF
 NN0497'ANOTHER DIRT ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE
 NN0497'EAST-AND-WEST ROAD, 27 FEET EAST OF THE CENTERLINE OF THE
 NN0497'NORTH-AND-SOUTH ROAD, 15 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 NN0497'CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0497'HIGHER THAN THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED
 NN0497'B 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0497'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0010 ***********************************************************************
 NO0010  DESIGNATION -  B 227
 NO0010  PID         -  NO0010
 NO0010  STATE/COUNTY-  NE/BROWN
 NO0010  COUNTRY     -  US
 NO0010  USGS QUAD   -  JOHNSTOWN (2017)
 NO0010
 NO0010                         *CURRENT SURVEY CONTROL
 NO0010  ______________________________________________________________________
 NO0010* NAD 83(1995) POSITION- 42 34 13.90561(N) 100 05 07.95401(W)   NO CHECK
 NO0010* NAVD 88 ORTHO HEIGHT -   794.838 (meters)     2607.73  (feet) ADJUSTED
 NO0010  ______________________________________________________________________
 NO0010  GEOID HEIGHT    -        -22.239 (meters)                     GEOID18
 NO0010  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 NO0010  DYNAMIC HEIGHT  -        794.502 (meters)     2606.63  (feet) COMP
 NO0010  MODELED GRAVITY -    980,172.3   (mgal)                       NAVD 88
 NO0010
 NO0010  HORZ ORDER      -  THIRD
 NO0010  VERT ORDER      -  FIRST     CLASS II
 NO0010
 NO0010.The horizontal coordinates were established by classical geodetic methods
 NO0010.and adjusted by the National Geodetic Survey in August 1997.
 NO0010
 NO0010.No horizontal observational check was made to the station.
 NO0010
 NO0010.The orthometric height was determined by differential leveling and
 NO0010.adjusted by the NATIONAL GEODETIC SURVEY
 NO0010.in June 1991.
 NO0010
 NO0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0010.GEOID18 height accuracy estimate available here.
 NO0010
 NO0010.Click photographs - Photos may exist for this station.
 NO0010
 NO0010.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0010
 NO0010.The dynamic height is computed by dividing the NAVD 88
 NO0010.geopotential number by the normal gravity value computed on the
 NO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0010.degrees latitude (g = 980.6199 gals.).
 NO0010
 NO0010.The modeled gravity was interpolated from observed gravity values.
 NO0010
 NO0010. The following values were computed from the NAD 83(1995) position.
 NO0010
 NO0010;                    North         East     Units Scale Factor Converg.
 NO0010;SPC NE       -   303,919.686   492,977.560   MT  0.99983152   -0 03 24.1
 NO0010;SPC NE       -   997,109.84  1,617,377.21   sFT  0.99983152   -0 03 24.1
 NO0010;UTM  14      - 4,713,695.611   410,904.997   MT  0.99969766   -0 44 03.9
 NO0010
 NO0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0010!SPC NE       -   0.99987885  x   0.99983152  =   0.99971039
 NO0010!UTM  14      -   0.99987885  x   0.99969766  =   0.99957654
 NO0010
 NO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1090413695(NAD 83)
 NO0010
 NO0010                          SUPERSEDED SURVEY CONTROL
 NO0010
 NO0010  NAD 83(1986)-  42 34 13.91254(N)    100 05 07.96873(W) AD(       ) 3
 NO0010  NAD 27      -  42 34 13.91000(N)    100 05 06.50400(W) AD(       ) 3
 NO0010  NGVD 29 (??/??/92)  794.544  (m)         2606.77   (f) ADJ UNCH    1 2
 NO0010  NGVD 29             794.41   (m)         2606.3    (f) LEVELING    3  
 NO0010
 NO0010.Superseded values are not recommended for survey control.
 NO0010
 NO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0010.See file dsdata.pdf to determine how the superseded data were derived.
 NO0010
 NO0010_MARKER: DB = BENCH MARK DISK
 NO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0010_STAMPING: B 227 1946
 NO0010_MARK LOGO: CGS
 NO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0010+STABILITY: SURFACE MOTION
 NO0010
 NO0010  HISTORY     - Date     Condition        Report By
 NO0010  HISTORY     - 1946     MONUMENTED       CGS
 NO0010  HISTORY     - 1960     GOOD             CGS
 NO0010
 NO0010                          STATION DESCRIPTION
 NO0010
 NO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0010'1.7 MI W FROM JOHNSTOWN.
 NO0010'1.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0010'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT THE
 NO0010'EAST END OF A CUT, 56 FEET EAST OF A POWER-TRANSMISSION LINE
 NO0010'POLE, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 NO0010'EAST OF A WHITE WOODEN WITNESS POST, IN LINE WITH THE
 NO0010'RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 NO0010'STANDARD DISK, STAMPED B 227 1946 AND SET IN THE TOP OF A
 NO0010'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0010
 NO0010                          STATION RECOVERY (1960)
 NO0010
 NO0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NO0010'TO REACH THE STATION FROM THE NEW BROWN COUNTY COURTHOUSE IN
 NO0010'AINSWORTH, GO WEST ON U.S. HIGHWAY 20 FOR 11.0 MILES TO THE
 NO0010'WEST SIDE OF JOHNSTOWN AND THE AZIMUTH ON THE LEFT AS DESCRIBED.
 NO0010'CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.8 MILE TO WHERE THE
 NO0010'HIGHWAY CROSSES THE RAILROAD TRACKS.  THE STATION IS 0.25 MILE
 NO0010'WEST OF THIS CROSSING ON THE NORTH SIDE OF THE TRACKS AS
 NO0010'DESCRIBED.
 NO0010'
 NO0010'USC AND GS BENCH MARK B 227 RESET 1960 IS 0.5 MILE SOUTHWEST
 NO0010'OF THE STATION AT THE END OF A CUT AND ABOUT 0.6 MILE WEST
 NO0010'OF WHERE U.S. HIGHWAY 20 CROSSES THE RAILROAD TRACKS, 85 FEET
 NO0010'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 1 FOOT NORTH OF FENCE,
 NO0010'AND 1 FOOT EAST OF STEEL WITNESS POST.  A STANDARD DISK,
 NO0010'STAMPED B 227 1946 RESET 1960 AND SET IN THE TOP OF A CONCRETE
 NO0010'POST WHICH PROJECTS 4 INCHES.  THE NEW ELEVATION OF THIS MARK
 NO0010'IS 2606.325 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0011 ***********************************************************************
 NO0011  DESIGNATION -  B 227 RESET
 NO0011  PID         -  NO0011
 NO0011  STATE/COUNTY-  NE/BROWN
 NO0011  COUNTRY     -  US
 NO0011  USGS QUAD   -  JOHNSTOWN (2017)
 NO0011
 NO0011                         *CURRENT SURVEY CONTROL
 NO0011  ______________________________________________________________________
 NO0011* NAD 83(1986) POSITION- 42 34 17.     (N) 100 05 07.     (W)   SCALED
 NO0011* NAVD 88 ORTHO HEIGHT -   794.70  (meters)     2607.3   (feet) RESET
 NO0011  ______________________________________________________________________
 NO0011  GEOID HEIGHT    -        -22.241 (meters)                     GEOID18
 NO0011  VERT ORDER      -  THIRD
 NO0011
 NO0011.The horizontal coordinates were scaled from a map and have
 NO0011.an estimated accuracy of +/- 6 seconds.
 NO0011
 NO0011.The orthometric height was computed from unverified reset data.
 NO0011
 NO0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0011.GEOID18 height accuracy estimate available here.
 NO0011
 NO0011.Click photographs - Photos may exist for this station.
 NO0011
 NO0011;                    North         East    Units  Estimated Accuracy
 NO0011;SPC NE       -   304,020.      493,000.      MT  (+/- 180 meters Scaled)
 NO0011
 NO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN109137(NAD 83)
 NO0011
 NO0011                          SUPERSEDED SURVEY CONTROL
 NO0011
 NO0011  NGVD 29 (??/??/??)  794.41   (m)         2606.3    (f) RESET       3  
 NO0011
 NO0011.Superseded values are not recommended for survey control.
 NO0011
 NO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0011.See file dsdata.pdf to determine how the superseded data were derived.
 NO0011
 NO0011_MARKER: DB = BENCH MARK DISK
 NO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0011_STAMPING: B 227 1946 RESET 1960
 NO0011_MARK LOGO: CGS
 NO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0011+STABILITY: SURFACE MOTION
 NO0011
 NO0011  HISTORY     - Date     Condition        Report By
 NO0011  HISTORY     - 1960     MONUMENTED       CGS
 NO0011  HISTORY     - 1975     GOOD             NGS
 NO0011
 NO0011                          STATION DESCRIPTION
 NO0011
 NO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NO0011'1.7 MI W FROM JOHNSTOWN.
 NO0011'THIS MARK IS LOCATED ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 20
 NO0011'FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT JOHNSTOWN,
 NO0011'AT THE EAST END OF A CUT, ABOUT 0.6 MILE WEST OF WHERE U.S.
 NO0011'HIGHWAY 20 CROSSES THE CHICAGO AND NORTHWESTERN RAILROAD TRACK,
 NO0011'85 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20, ONE FOOT NORTH
 NO0011'OF A FENCE, ONE FOOT EAST OF A STEEL WITNESS POST AND SET IN
 NO0011'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NO0011
 NO0011                          STATION RECOVERY (1975)
 NO0011
 NO0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0066 ***********************************************************************
 NO0066  DESIGNATION -  B 228
 NO0066  PID         -  NO0066
 NO0066  STATE/COUNTY-  NE/BROWN
 NO0066  COUNTRY     -  US
 NO0066  USGS QUAD   -  NORDEN (2017)
 NO0066
 NO0066                         *CURRENT SURVEY CONTROL
 NO0066  ______________________________________________________________________
 NO0066* NAD 83(1986) POSITION- 42 45 49.50   (N) 100 03 32.07   (W)   HD_HELD1
 NO0066* NAVD 88 ORTHO HEIGHT -   746.702 (meters)     2449.80  (feet) ADJUSTED
 NO0066  ______________________________________________________________________
 NO0066  GEOID HEIGHT    -        -22.739 (meters)                     GEOID18
 NO0066  DYNAMIC HEIGHT  -        746.414 (meters)     2448.86  (feet) COMP
 NO0066  MODELED GRAVITY -    980,209.9   (mgal)                       NAVD 88
 NO0066
 NO0066  VERT ORDER      -  SECOND    CLASS 0
 NO0066
 NO0066.The horizontal coordinates were determined by differentially corrected
 NO0066.hand held GPS observations or other comparable positioning techniques
 NO0066.and have an estimated accuracy of +/- 3 meters.
 NO0066
 NO0066.The orthometric height was determined by differential leveling and
 NO0066.adjusted by the NATIONAL GEODETIC SURVEY
 NO0066.in June 1991.
 NO0066
 NO0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0066.GEOID18 height accuracy estimate available here.
 NO0066
 NO0066.Click photographs - Photos may exist for this station.
 NO0066
 NO0066.The dynamic height is computed by dividing the NAVD 88
 NO0066.geopotential number by the normal gravity value computed on the
 NO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0066.degrees latitude (g = 980.6199 gals.).
 NO0066
 NO0066.The modeled gravity was interpolated from observed gravity values.
 NO0066
 NO0066;                    North         East    Units  Estimated Accuracy
 NO0066;SPC NE       -   325,379.1     495,178.7     MT  (+/- 3 meters HH1 GPS) 
 NO0066
 NO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1335935123(NAD 83)
 NO0066
 NO0066                          SUPERSEDED SURVEY CONTROL
 NO0066
 NO0066  NGVD 29 (??/??/92)  746.413  (m)         2448.86   (f) ADJ UNCH    2 0
 NO0066
 NO0066.Superseded values are not recommended for survey control.
 NO0066
 NO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0066.See file dsdata.pdf to determine how the superseded data were derived.
 NO0066
 NO0066_MARKER: DB = BENCH MARK DISK
 NO0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0066_STAMPING: B 228 1946
 NO0066_MARK LOGO: CGS
 NO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0066+STABILITY: SURFACE MOTION
 NO0066
 NO0066  HISTORY     - Date     Condition        Report By
 NO0066  HISTORY     - 1946     MONUMENTED       CGS
 NO0066
 NO0066                          STATION DESCRIPTION
 NO0066
 NO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0066'15.2 MI N FROM JOHNSTOWN.
 NO0066'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0066'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 14.8
 NO0066'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT A CURVE
 NO0066'IN THE ROAD, 25 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 NO0066'LINE OF THE ROAD, 23 FEET SOUTH OF A FENCE CORNER POST, 1 FOOT
 NO0066'WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NO0066'MARKER POST.  A BRONZE DISC STAMPED B 228 1946 AND SET IN THE
 NO0066'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 NO0066'STAMPED B 228 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0062 ***********************************************************************
 NO0062  DESIGNATION -  B 229
 NO0062  PID         -  NO0062
 NO0062  STATE/COUNTY-  NE/KEYA PAHA
 NO0062  COUNTRY     -  US
 NO0062  USGS QUAD   -  NORDEN (2017)
 NO0062
 NO0062                         *CURRENT SURVEY CONTROL
 NO0062  ______________________________________________________________________
 NO0062* NAD 83(1986) POSITION- 42 47 58.     (N) 100 03 14.     (W)   SCALED
 NO0062* NAVD 88 ORTHO HEIGHT -   667.065 (meters)     2188.53  (feet) ADJUSTED
 NO0062  ______________________________________________________________________
 NO0062  GEOID HEIGHT    -        -22.848 (meters)                     GEOID18
 NO0062  DYNAMIC HEIGHT  -        666.809 (meters)     2187.69  (feet) COMP
 NO0062  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 NO0062
 NO0062  VERT ORDER      -  SECOND    CLASS 0
 NO0062
 NO0062.The horizontal coordinates were scaled from a map and have
 NO0062.an estimated accuracy of +/- 6 seconds.
 NO0062
 NO0062.The orthometric height was determined by differential leveling and
 NO0062.adjusted by the NATIONAL GEODETIC SURVEY
 NO0062.in June 1991.
 NO0062
 NO0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0062.GEOID18 height accuracy estimate available here.
 NO0062
 NO0062.Click photographs - Photos may exist for this station.
 NO0062
 NO0062.The dynamic height is computed by dividing the NAVD 88
 NO0062.geopotential number by the normal gravity value computed on the
 NO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0062.degrees latitude (g = 980.6199 gals.).
 NO0062
 NO0062.The modeled gravity was interpolated from observed gravity values.
 NO0062
 NO0062;                    North         East    Units  Estimated Accuracy
 NO0062;SPC NE       -   329,340.      495,590.      MT  (+/- 180 meters Scaled)
 NO0062
 NO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN138390(NAD 83)
 NO0062
 NO0062                          SUPERSEDED SURVEY CONTROL
 NO0062
 NO0062  NGVD 29 (??/??/92)  666.772  (m)         2187.57   (f) ADJ UNCH    2 0
 NO0062
 NO0062.Superseded values are not recommended for survey control.
 NO0062
 NO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0062.See file dsdata.pdf to determine how the superseded data were derived.
 NO0062
 NO0062_MARKER: DB = BENCH MARK DISK
 NO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0062_STAMPING: B 229 1946
 NO0062_MARK LOGO: CGS
 NO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0062+STABILITY: SURFACE MOTION
 NO0062
 NO0062  HISTORY     - Date     Condition        Report By
 NO0062  HISTORY     - 1946     MONUMENTED       CGS
 NO0062
 NO0062                          STATION DESCRIPTION
 NO0062
 NO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0062'5.3 MI S FROM NORDEN.
 NO0062'ABOUT 5.3 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0062'BUILDING AT NORDEN, AND AT A FARM ROAD LEADING WEST, 24 FEET
 NO0062'WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE ROAD,
 NO0062'15 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 5 FEET NORTH
 NO0062'OF AN 18 INCH ELM TREE, 1 FOOT NORTH OF A CONCRETE POST WHICH
 NO0062'PROJECTS 6 INCHES ABOVE THE GROUND.  STAMPED B 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0118 ***********************************************************************
 MM0118  DESIGNATION -  B 23
 MM0118  PID         -  MM0118
 MM0118  STATE/COUNTY-  NE/LINCOLN
 MM0118  COUNTRY     -  US
 MM0118  USGS QUAD   -  NORTH OF HERSHEY (2017)
 MM0118
 MM0118                         *CURRENT SURVEY CONTROL
 MM0118  ______________________________________________________________________
 MM0118* NAD 83(1986) POSITION- 41 21 01.     (N) 100 53 16.     (W)   SCALED
 MM0118* NAVD 88 ORTHO HEIGHT -   932.591 (meters)     3059.68  (feet) ADJUSTED
 MM0118  ______________________________________________________________________
 MM0118  GEOID HEIGHT    -        -21.963 (meters)                     GEOID18
 MM0118  DYNAMIC HEIGHT  -        932.028 (meters)     3057.83  (feet) COMP
 MM0118  MODELED GRAVITY -    979,988.0   (mgal)                       NAVD 88
 MM0118
 MM0118  VERT ORDER      -  FIRST     CLASS II
 MM0118
 MM0118.The horizontal coordinates were scaled from a map and have
 MM0118.an estimated accuracy of +/- 6 seconds.
 MM0118
 MM0118.The orthometric height was determined by differential leveling and
 MM0118.adjusted by the NATIONAL GEODETIC SURVEY
 MM0118.in June 1994.
 MM0118
 MM0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0118.GEOID18 height accuracy estimate available here.
 MM0118
 MM0118.Click photographs - Photos may exist for this station.
 MM0118
 MM0118.The dynamic height is computed by dividing the NAVD 88
 MM0118.geopotential number by the normal gravity value computed on the
 MM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0118.degrees latitude (g = 980.6199 gals.).
 MM0118
 MM0118.The modeled gravity was interpolated from observed gravity values.
 MM0118
 MM0118;                    North         East    Units  Estimated Accuracy
 MM0118;SPC NE       -   168,800.      425,730.      MT  (+/- 180 meters Scaled)
 MM0118
 MM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL420793(NAD 83)
 MM0118
 MM0118                          SUPERSEDED SURVEY CONTROL
 MM0118
 MM0118  NAVD 88 (06/15/91)  932.572  (m)         3059.61   (f) SUPERSEDED  1 2
 MM0118  NGVD 29 (02/14/92)  932.222  (m)         3058.47   (f) ADJUSTED    1 2
 MM0118  NGVD 29 (??/??/87)  932.205  (m)         3058.41   (f) SUPERSEDED  1 2
 MM0118
 MM0118.Superseded values are not recommended for survey control.
 MM0118
 MM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0118.See file dsdata.pdf to determine how the superseded data were derived.
 MM0118
 MM0118_MARKER: DB = BENCH MARK DISK
 MM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0118_STAMPING: B 23 1933 3058.409
 MM0118_MARK LOGO: CGS
 MM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0118+STABILITY: SURFACE MOTION
 MM0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0118+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0118
 MM0118  HISTORY     - Date     Condition        Report By
 MM0118  HISTORY     - 1933     MONUMENTED       CGS
 MM0118  HISTORY     - 1972     GOOD             USGS
 MM0118  HISTORY     - 19910820 GOOD             NGS
 MM0118
 MM0118                          STATION DESCRIPTION
 MM0118
 MM0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0118'17.6 MI N FROM NORTH PLATTE.
 MM0118'IN LINCOLN COUNTY, 17.6 MILES NORTH ALONG THE 1948 ROUTE OF U.S.
 MM0118'HIGHWAY 83 FROM THE INTERSECTION OF U.S. HIGHWAY 30 AT NORTH
 MM0118'PLATTE, LINCOLN COUNTY, 18.2 MILES SOUTH OF TRYON, MC PHERSON
 MM0118'COUNTY, 88 FEET EAST AND 94 FEET SOUTH OF THE SOUTHEAST CORNER
 MM0118'OF THE PROPERTY OF ROSEDALE SCHOOL, 67 FEET WEST OF THE
 MM0118'CENTERLINE OF THE OLD HIGHWAY, 31 FEET WEST OF A FENCE CORNER,
 MM0118'AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED 3058.409
 MM0118'B 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MM0118'INCHES ABOVE GROUND.
 MM0118
 MM0118                          STATION RECOVERY (1972)
 MM0118
 MM0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0118'RECOVERED IN GOOD CONDITION.
 MM0118
 MM0118                          STATION RECOVERY (1991)
 MM0118
 MM0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0118'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0118'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0118'21.9 KM (13.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 20.1 M (65.9
 MM0118'FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 MM0118'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.4 M
 MM0118'(1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0626 ***********************************************************************
 NM0626  DESIGNATION -  B 230
 NM0626  PID         -  NM0626
 NM0626  STATE/COUNTY-  NE/WAYNE
 NM0626  COUNTRY     -  US
 NM0626  USGS QUAD   -  WAKEFIELD (2017)
 NM0626
 NM0626                         *CURRENT SURVEY CONTROL
 NM0626  ______________________________________________________________________
 NM0626* NAD 83(1986) POSITION- 42 15 03.     (N) 096 49 40.     (W)   SCALED
 NM0626* NAVD 88 ORTHO HEIGHT -   417.760 (meters)     1370.60  (feet) ADJUSTED
 NM0626  ______________________________________________________________________
 NM0626  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 NM0626  DYNAMIC HEIGHT  -        417.620 (meters)     1370.14  (feet) COMP
 NM0626  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 NM0626
 NM0626  VERT ORDER      -  FIRST     CLASS II
 NM0626
 NM0626.The horizontal coordinates were scaled from a map and have
 NM0626.an estimated accuracy of +/- 6 seconds.
 NM0626
 NM0626.The orthometric height was determined by differential leveling and
 NM0626.adjusted by the NATIONAL GEODETIC SURVEY
 NM0626.in June 1991.
 NM0626
 NM0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0626.GEOID18 height accuracy estimate available here.
 NM0626
 NM0626.Click photographs - Photos may exist for this station.
 NM0626
 NM0626.The dynamic height is computed by dividing the NAVD 88
 NM0626.geopotential number by the normal gravity value computed on the
 NM0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0626.degrees latitude (g = 980.6199 gals.).
 NM0626
 NM0626.The modeled gravity was interpolated from observed gravity values.
 NM0626
 NM0626;                    North         East    Units  Estimated Accuracy
 NM0626;SPC NE       -   273,210.      761,660.      MT  (+/- 180 meters Scaled)
 NM0626
 NM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM791799(NAD 83)
 NM0626
 NM0626                          SUPERSEDED SURVEY CONTROL
 NM0626
 NM0626  NGVD 29 (??/??/92)  417.593  (m)         1370.05   (f) ADJ UNCH    1 2
 NM0626
 NM0626.Superseded values are not recommended for survey control.
 NM0626
 NM0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0626.See file dsdata.pdf to determine how the superseded data were derived.
 NM0626
 NM0626_MARKER: DB = BENCH MARK DISK
 NM0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0626_STAMPING: B 230 1947
 NM0626_MARK LOGO: CGS
 NM0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0626+STABILITY: SURFACE MOTION
 NM0626
 NM0626  HISTORY     - Date     Condition        Report By
 NM0626  HISTORY     - 1947     MONUMENTED       CGS
 NM0626
 NM0626                          STATION DESCRIPTION
 NM0626
 NM0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0626'2.3 MI SE FROM WAKEFIELD.
 NM0626'2.3 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0626'AND OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, 0.35 MILE
 NM0626'NORTHWEST OF A STEEL RAILROAD BRIDGE OVER LOGAN CREEK, 0.3 MILE
 NM0626'NORTHWEST OF THE WAYNE-THURSTON COUNTY LINE DIRT ROAD, 525.0 FEET
 NM0626'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 78.8 FEET
 NM0626'NORTHWEST OF MILE POST EMR 7, 45.4 FEET NORTHEAST OF THE
 NM0626'NORTHEAST RAIL OF THE TRACK, 2.0 FEET NORTHWEST OF A REFERENCE
 NM0626'POST, 0.7 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE,
 NM0626'SET IN A CONCRETE POST ABOUT 4 FEET BELOW THE TRACK AND
 NM0626'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0359 ***********************************************************************
 MK0359  DESIGNATION -  B 231
 MK0359  PID         -  MK0359
 MK0359  STATE/COUNTY-  NE/BURT
 MK0359  COUNTRY     -  US
 MK0359  USGS QUAD   -  OAKLAND (2017)
 MK0359
 MK0359                         *CURRENT SURVEY CONTROL
 MK0359  ______________________________________________________________________
 MK0359* NAD 83(1986) POSITION- 41 45 22.     (N) 096 25 30.     (W)   SCALED
 MK0359* NAVD 88 ORTHO HEIGHT -   396.655 (meters)     1301.36  (feet) ADJUSTED
 MK0359  ______________________________________________________________________
 MK0359  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 MK0359  DYNAMIC HEIGHT  -        396.508 (meters)     1300.88  (feet) COMP
 MK0359  MODELED GRAVITY -    980,239.1   (mgal)                       NAVD 88
 MK0359
 MK0359  VERT ORDER      -  SECOND    CLASS 0
 MK0359
 MK0359.The horizontal coordinates were scaled from a map and have
 MK0359.an estimated accuracy of +/- 6 seconds.
 MK0359
 MK0359.The orthometric height was determined by differential leveling and
 MK0359.adjusted by the NATIONAL GEODETIC SURVEY
 MK0359.in June 1991.
 MK0359
 MK0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0359.GEOID18 height accuracy estimate available here.
 MK0359
 MK0359.Click photographs - Photos may exist for this station.
 MK0359
 MK0359.The dynamic height is computed by dividing the NAVD 88
 MK0359.geopotential number by the normal gravity value computed on the
 MK0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0359.degrees latitude (g = 980.6199 gals.).
 MK0359
 MK0359.The modeled gravity was interpolated from observed gravity values.
 MK0359
 MK0359;                    North         East    Units  Estimated Accuracy
 MK0359;SPC NE       -   219,620.      797,140.      MT  (+/- 180 meters Scaled)
 MK0359
 MK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM140259(NAD 83)
 MK0359
 MK0359                          SUPERSEDED SURVEY CONTROL
 MK0359
 MK0359  NGVD 29 (??/??/92)  396.520  (m)         1300.92   (f) ADJ UNCH    2 0
 MK0359
 MK0359.Superseded values are not recommended for survey control.
 MK0359
 MK0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0359.See file dsdata.pdf to determine how the superseded data were derived.
 MK0359
 MK0359_MARKER: DB = BENCH MARK DISK
 MK0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0359_STAMPING: B 231 1947
 MK0359_MARK LOGO: CGS
 MK0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0359+STABILITY: SURFACE MOTION
 MK0359
 MK0359  HISTORY     - Date     Condition        Report By
 MK0359  HISTORY     - 1947     MONUMENTED       CGS
 MK0359
 MK0359                          STATION DESCRIPTION
 MK0359
 MK0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0359'5.2 MI SW FROM CRAIG.
 MK0359'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0359'HIGH SCHOOL AT CRAIG, THENCE 3.0 MILES WEST ALONG A DIRT ROAD,
 MK0359'AT THE ENTRANCE TO A SMALL SCHOOL HOUSE, 110.0 FEET WEST OF THE
 MK0359'CENTER OF A NORTH-SOUTH ROAD, 81.0 FEET NORTH OF THE NORTHWEST
 MK0359'CORNER OF THE SCHOOL BUILDING, 37.0 FEET SOUTH OF THE CENTER OF
 MK0359'THE EAST-WEST ROAD, 13.0 FEET EAST OF THE CENTER OF THE ENTRANCE
 MK0359'GATE TO THE SCHOOL YARD, 4.6 FEET SOUTH OF THE SOUTH RIGHT OF
 MK0359'WAY FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE
 MK0359'POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0888 ***********************************************************************
 MJ0888  DESIGNATION -  B 232
 MJ0888  PID         -  MJ0888
 MJ0888  STATE/COUNTY-  NE/SARPY
 MJ0888  COUNTRY     -  US
 MJ0888  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0888
 MJ0888                         *CURRENT SURVEY CONTROL
 MJ0888  ______________________________________________________________________
 MJ0888* NAD 83(1986) POSITION- 41 07 53.     (N) 095 55 04.     (W)   SCALED
 MJ0888* NAVD 88 ORTHO HEIGHT -   325.097 (meters)     1066.59  (feet) ADJUSTED
 MJ0888  ______________________________________________________________________
 MJ0888  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 MJ0888  DYNAMIC HEIGHT  -        324.965 (meters)     1066.16  (feet) COMP
 MJ0888  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 MJ0888
 MJ0888  VERT ORDER      -  SECOND    CLASS 0
 MJ0888
 MJ0888.The horizontal coordinates were scaled from a map and have
 MJ0888.an estimated accuracy of +/- 6 seconds.
 MJ0888
 MJ0888.The orthometric height was determined by differential leveling and
 MJ0888.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0888.in June 1991.
 MJ0888
 MJ0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0888.GEOID18 height accuracy estimate available here.
 MJ0888
 MJ0888.Click photographs - Photos may exist for this station.
 MJ0888
 MJ0888.The dynamic height is computed by dividing the NAVD 88
 MJ0888.geopotential number by the normal gravity value computed on the
 MJ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0888.degrees latitude (g = 980.6199 gals.).
 MJ0888
 MJ0888.The modeled gravity was interpolated from observed gravity values.
 MJ0888
 MJ0888;                    North         East    Units  Estimated Accuracy
 MJ0888;SPC NE       -   152,210.      842,540.      MT  (+/- 180 meters Scaled)
 MJ0888
 MJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF550574(NAD 83)
 MJ0888
 MJ0888                          SUPERSEDED SURVEY CONTROL
 MJ0888
 MJ0888  NGVD 29 (??/??/92)  324.992  (m)         1066.24   (f) ADJ UNCH    2 0
 MJ0888
 MJ0888.Superseded values are not recommended for survey control.
 MJ0888
 MJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0888.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0888
 MJ0888_MARKER: DB = BENCH MARK DISK
 MJ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0888_STAMPING: B 232 1947
 MJ0888_MARK LOGO: CGS
 MJ0888_PROJECTION: FLUSH
 MJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0888+STABILITY: SURFACE MOTION
 MJ0888
 MJ0888  HISTORY     - Date     Condition        Report By
 MJ0888  HISTORY     - 1947     MONUMENTED       CGS
 MJ0888
 MJ0888                          STATION DESCRIPTION
 MJ0888
 MJ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0888'AT FT CROOK.
 MJ0888'AT OFFUT ARMY AIR FIELD IN FT. CROOK, 70.0 FEET NORTH OF FIRE
 MJ0888'HYDRANT NUMBER 100, 10.0 FEET EAST OF THE EAST EDGE OF A MANHOLE,
 MJ0888'7.0 FEET SOUTHEAST OF A DOORWAY, 6.0 FEET NORTHWEST OF THE SOUTH
 MJ0888'CORNER OF THE SOUTHWEST SHED OF THE AIRCRAFT MANUFACTURING
 MJ0888'AND ASSEMBLING BUILDING, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST WALL
 MJ0888'OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST AND FLUSH
 MJ0888'WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0506 ***********************************************************************
 MK0506  DESIGNATION -  B 233
 MK0506  PID         -  MK0506
 MK0506  STATE/COUNTY-  NE/WASHINGTON
 MK0506  COUNTRY     -  US
 MK0506  USGS QUAD   -  KENNARD (2017)
 MK0506
 MK0506                         *CURRENT SURVEY CONTROL
 MK0506  ______________________________________________________________________
 MK0506* NAD 83(1986) POSITION- 41 28 21.     (N) 096 12 04.     (W)   SCALED
 MK0506* NAVD 88 ORTHO HEIGHT -   348.730 (meters)     1144.13  (feet) ADJUSTED
 MK0506  ______________________________________________________________________
 MK0506  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 MK0506  DYNAMIC HEIGHT  -        348.563 (meters)     1143.58  (feet) COMP
 MK0506  MODELED GRAVITY -    980,136.2   (mgal)                       NAVD 88
 MK0506
 MK0506  VERT ORDER      -  SECOND    CLASS 0
 MK0506
 MK0506.The horizontal coordinates were scaled from a map and have
 MK0506.an estimated accuracy of +/- 6 seconds.
 MK0506
 MK0506.The orthometric height was determined by differential leveling and
 MK0506.adjusted by the NATIONAL GEODETIC SURVEY
 MK0506.in June 1991.
 MK0506
 MK0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0506.GEOID18 height accuracy estimate available here.
 MK0506
 MK0506.Click photographs - Photos may exist for this station.
 MK0506
 MK0506.The dynamic height is computed by dividing the NAVD 88
 MK0506.geopotential number by the normal gravity value computed on the
 MK0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0506.degrees latitude (g = 980.6199 gals.).
 MK0506
 MK0506.The modeled gravity was interpolated from observed gravity values.
 MK0506
 MK0506;                    North         East    Units  Estimated Accuracy
 MK0506;SPC NE       -   188,960.      817,120.      MT  (+/- 180 meters Scaled)
 MK0506
 MK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL337949(NAD 83)
 MK0506
 MK0506                          SUPERSEDED SURVEY CONTROL
 MK0506
 MK0506  NGVD 29 (??/??/92)  348.580  (m)         1143.63   (f) ADJ UNCH    2 0
 MK0506
 MK0506.Superseded values are not recommended for survey control.
 MK0506
 MK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0506.See file dsdata.pdf to determine how the superseded data were derived.
 MK0506
 MK0506_MARKER: DB = BENCH MARK DISK
 MK0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0506_STAMPING: B 233 1947
 MK0506_MARK LOGO: CGS
 MK0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0506+STABILITY: SURFACE MOTION
 MK0506
 MK0506  HISTORY     - Date     Condition        Report By
 MK0506  HISTORY     - 1947     MONUMENTED       CGS
 MK0506  HISTORY     - 1966     GOOD             USGS
 MK0506  HISTORY     - 1986     GOOD             USPSQD
 MK0506  HISTORY     - 20011126 MARK NOT FOUND   INDIV
 MK0506
 MK0506                          STATION DESCRIPTION
 MK0506
 MK0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0506'AT KENNARD.
 MK0506'66 FEET NORTHWEST OF THE NORTH CORNER OF THE CHICAGO AND
 MK0506'NORTHWESTERN RAILWAY STATION AT KENNARD, 35 FEET SOUTHWEST OF
 MK0506'THE CENTER LINE OF A GRAVELED STREET, SET BETWEEN TWO 36-INCH
 MK0506'MAPLE TREES, 8 FEET NORTHWEST OF ONE OF THE TREES AND 7 FEET
 MK0506'SOUTHEAST OF THE OTHER, 4 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 MK0506'OF A SIDEWALK, AND 2 FEET NORTHWEST OF A 4 X 4 MARKER POST.
 MK0506'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 MK0506'1 INCH ABOVE THE SURFACE OF THE GROUND.
 MK0506
 MK0506                          STATION RECOVERY (1966)
 MK0506
 MK0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0506'RECOVERED IN GOOD CONDITION.
 MK0506
 MK0506                          STATION RECOVERY (1986)
 MK0506
 MK0506'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0506'RECOVERED IN GOOD CONDITION.
 MK0506
 MK0506                          STATION RECOVERY (2001)
 MK0506
 MK0506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 MK0506'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0656 ***********************************************************************
 MK0656  DESIGNATION -  B 234
 MK0656  PID         -  MK0656
 MK0656  STATE/COUNTY-  NE/DOUGLAS
 MK0656  COUNTRY     -  US
 MK0656  USGS QUAD   -  IRVINGTON (2017)
 MK0656
 MK0656                         *CURRENT SURVEY CONTROL
 MK0656  ______________________________________________________________________
 MK0656* NAD 83(1986) POSITION- 41 17 48.4    (N) 096 01 17.5    (W)   HD_HELD2
 MK0656* NAVD 88 ORTHO HEIGHT -   340.004 (meters)     1115.50  (feet) ADJUSTED
 MK0656  ______________________________________________________________________
 MK0656  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 MK0656  DYNAMIC HEIGHT  -        339.855 (meters)     1115.01  (feet) COMP
 MK0656  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 MK0656
 MK0656  VERT ORDER      -  FIRST     CLASS II
 MK0656
 MK0656.The horizontal coordinates were established by autonomous hand held GPS
 MK0656.observations and have an estimated accuracy of +/- 10 meters.
 MK0656
 MK0656.The orthometric height was determined by differential leveling and
 MK0656.adjusted by the NATIONAL GEODETIC SURVEY
 MK0656.in June 1991.
 MK0656
 MK0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0656.GEOID18 height accuracy estimate available here.
 MK0656
 MK0656.Click photographs - Photos may exist for this station.
 MK0656
 MK0656.The dynamic height is computed by dividing the NAVD 88
 MK0656.geopotential number by the normal gravity value computed on the
 MK0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0656.degrees latitude (g = 980.6199 gals.).
 MK0656
 MK0656.The modeled gravity was interpolated from observed gravity values.
 MK0656
 MK0656;                    North         East    Units  Estimated Accuracy
 MK0656;SPC NE       -   170,142.      832,994.      MT  (+/- 10 meters HH2 GPS)
 MK0656
 MK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4938175982(NAD 83)
 MK0656
 MK0656                          SUPERSEDED SURVEY CONTROL
 MK0656
 MK0656  NGVD 29 (??/??/92)  339.875  (m)         1115.07   (f) ADJ UNCH    1 2
 MK0656
 MK0656.Superseded values are not recommended for survey control.
 MK0656
 MK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0656.See file dsdata.pdf to determine how the superseded data were derived.
 MK0656
 MK0656_MARKER: DB = BENCH MARK DISK
 MK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0656_STAMPING: B 234 1947
 MK0656_MARK LOGO: CGS
 MK0656_PROJECTION: FLUSH
 MK0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0656+STABILITY: SURFACE MOTION
 MK0656
 MK0656  HISTORY     - Date     Condition        Report By
 MK0656  HISTORY     - 1947     MONUMENTED       CGS
 MK0656  HISTORY     - 1976     GOOD             LOCSUR
 MK0656
 MK0656                          STATION DESCRIPTION
 MK0656
 MK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0656'AT OMAHA.
 MK0656'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, NEAR THE
 MK0656'INTERSECTION OF SEVENTIETH STREET AND MILITARY AVENUE, IN THE
 MK0656'BENSON PARK, ABOUT 90 YARDS SOUTH OF THE LARGE DINING HALL IN THE
 MK0656'PARK, 142 FEET NORTHEAST OF THE CENTER LINE OF MILITARY AVENUE AND
 MK0656'5 FEET LOWER, IN LINE WITH A ROW OF WALNUT TREES AND 9 FEET SOUTH
 MK0656'OF THE LAST TREE AT THE SOUTH END OF THE ROW, AND 6 FEET WEST OF
 MK0656'THE WEST CURB OF SEVENTIETH STREET.  A BRONZE DISK SET IN THE TOP
 MK0656'OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MK0656
 MK0656                          STATION RECOVERY (1976)
 MK0656
 MK0656'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0196 ***********************************************************************
 NM0196  DESIGNATION -  B 235
 NM0196  PID         -  NM0196
 NM0196  STATE/COUNTY-  NE/DAKOTA
 NM0196  COUNTRY     -  US
 NM0196  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0196
 NM0196                         *CURRENT SURVEY CONTROL
 NM0196  ______________________________________________________________________
 NM0196* NAD 83(1986) POSITION- 42 24 55.     (N) 096 27 13.     (W)   SCALED
 NM0196* NAVD 88 ORTHO HEIGHT -   334.195 (meters)     1096.44  (feet) ADJUSTED
 NM0196  ______________________________________________________________________
 NM0196  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 NM0196  DYNAMIC HEIGHT  -        334.089 (meters)     1096.09  (feet) COMP
 NM0196  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 NM0196
 NM0196  VERT ORDER      -  FIRST     CLASS II
 NM0196
 NM0196.The horizontal coordinates were scaled from a map and have
 NM0196.an estimated accuracy of +/- 6 seconds.
 NM0196
 NM0196.The orthometric height was determined by differential leveling and
 NM0196.adjusted by the NATIONAL GEODETIC SURVEY
 NM0196.in June 1991.
 NM0196
 NM0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0196.GEOID18 height accuracy estimate available here.
 NM0196
 NM0196.Click photographs - Photos may exist for this station.
 NM0196
 NM0196.The dynamic height is computed by dividing the NAVD 88
 NM0196.geopotential number by the normal gravity value computed on the
 NM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0196.degrees latitude (g = 980.6199 gals.).
 NM0196
 NM0196.The modeled gravity was interpolated from observed gravity values.
 NM0196
 NM0196;                    North         East    Units  Estimated Accuracy
 NM0196;SPC NE       -   292,660.      791,760.      MT  (+/- 180 meters Scaled)
 NM0196
 NM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095990(NAD 83)
 NM0196
 NM0196                          SUPERSEDED SURVEY CONTROL
 NM0196
 NM0196  NGVD 29 (??/??/92)  334.037  (m)         1095.92   (f) ADJ UNCH    1 2
 NM0196
 NM0196.Superseded values are not recommended for survey control.
 NM0196
 NM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0196.See file dsdata.pdf to determine how the superseded data were derived.
 NM0196
 NM0196_MARKER: DB = BENCH MARK DISK
 NM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0196_STAMPING: B 235 1947
 NM0196_MARK LOGO: CGS
 NM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0196+STABILITY: SURFACE MOTION
 NM0196
 NM0196  HISTORY     - Date     Condition        Report By
 NM0196  HISTORY     - 1947     MONUMENTED       CGS
 NM0196  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0196
 NM0196                          STATION DESCRIPTION
 NM0196
 NM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0196'1.7 MI W FROM DAKOTA CITY.
 NM0196'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0196'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 1.4 MILES ALONG STATE
 NM0196'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS 34.4 FEET SOUTH
 NM0196'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 16.6
 NM0196'FEET NORTH OF A POWER POLE WITH GUY WIRE TO NORTH, 4.0 FEET EAST
 NM0196'OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST
 NM0196'OF A 4 IN X 4 IN MARKER POST, SET IN TOP OF A CONCRETE POST
 NM0196'WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM0196
 NM0196                          STATION RECOVERY (1962)
 NM0196
 NM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0197 ***********************************************************************
 NM0197  DESIGNATION -  B 235 RESET
 NM0197  PID         -  NM0197
 NM0197  STATE/COUNTY-  NE/DAKOTA
 NM0197  COUNTRY     -  US
 NM0197  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0197
 NM0197                         *CURRENT SURVEY CONTROL
 NM0197  ______________________________________________________________________
 NM0197* NAD 83(1986) POSITION- 42 24 55.     (N) 096 27 13.     (W)   SCALED
 NM0197* NAVD 88 ORTHO HEIGHT -   333.98  (meters)     1095.7   (feet) RESET
 NM0197  ______________________________________________________________________
 NM0197  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 NM0197  VERT ORDER      -  THIRD
 NM0197
 NM0197.The horizontal coordinates were scaled from a map and have
 NM0197.an estimated accuracy of +/- 6 seconds.
 NM0197
 NM0197.The orthometric height was computed from unverified reset data.
 NM0197
 NM0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0197.GEOID18 height accuracy estimate available here.
 NM0197
 NM0197.Click photographs - Photos may exist for this station.
 NM0197
 NM0197;                    North         East    Units  Estimated Accuracy
 NM0197;SPC NE       -   292,660.      791,760.      MT  (+/- 180 meters Scaled)
 NM0197
 NM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095990(NAD 83)
 NM0197
 NM0197                          SUPERSEDED SURVEY CONTROL
 NM0197
 NM0197  NGVD 29 (??/??/??)  333.82   (m)         1095.2    (f) RESET       3  
 NM0197
 NM0197.Superseded values are not recommended for survey control.
 NM0197
 NM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0197.See file dsdata.pdf to determine how the superseded data were derived.
 NM0197
 NM0197_MARKER: DB = BENCH MARK DISK
 NM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0197_STAMPING: B 235 RESET 1959
 NM0197_MARK LOGO: CGS
 NM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0197+STABILITY: SURFACE MOTION
 NM0197
 NM0197  HISTORY     - Date     Condition        Report By
 NM0197  HISTORY     - 1959     MONUMENTED       NEDR
 NM0197  HISTORY     - 1959     GOOD             NEDR
 NM0197
 NM0197                          STATION DESCRIPTION
 NM0197
 NM0197'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0197'1.7 MI W FROM DAKOTA CITY.
 NM0197'TO REACH FROM THE COURTHOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0197'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 1.4 MILES ALONG STATE
 NM0197'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS 85.7 FEET SOUTH OF
 NM0197'THE CENTERLINE OF THE HIGHWAY STATION 2009+53, 21 FEET EAST OF A
 NM0197'TELEPHONE POLE, 3 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER
 NM0197'POST, 9 FEET NORTHWEST OF ANOTHER CONCRETE RIGHT OF WAY MARKER
 NM0197'POST, 1 FOOT EAST OF A STEEL POST, A BRONZE DISK SET IN THE TOP OF
 NM0197'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0425 ***********************************************************************
 NM0425  DESIGNATION -  B 237 RESET
 NM0425  PID         -  NM0425
 NM0425  STATE/COUNTY-  NE/DAKOTA
 NM0425  COUNTRY     -  US
 NM0425  USGS QUAD   -  HOMER (2017)
 NM0425
 NM0425                         *CURRENT SURVEY CONTROL
 NM0425  ______________________________________________________________________
 NM0425* NAD 83(1986) POSITION- 42 16 35.     (N) 096 29 11.     (W)   SCALED
 NM0425* NAVD 88 ORTHO HEIGHT -   346.06  (+/-2cm)     1135.4   (feet) VERTCON
 NM0425  ______________________________________________________________________
 NM0425  GEOID HEIGHT    -        -25.849 (meters)                     GEOID18
 NM0425  VERT ORDER      -  THIRD (See Below)
 NM0425
 NM0425.The horizontal coordinates were scaled from a map and have
 NM0425.an estimated accuracy of +/- 6 seconds.
 NM0425
 NM0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0425
 NM0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0425.GEOID18 height accuracy estimate available here.
 NM0425
 NM0425.The vertical order pertains to the NGVD 29 superseded value.
 NM0425
 NM0425.Click photographs - Photos may exist for this station.
 NM0425
 NM0425;                    North         East    Units  Estimated Accuracy
 NM0425;SPC NE       -   277,140.      789,690.      MT  (+/- 180 meters Scaled)
 NM0425
 NM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM072835(NAD 83)
 NM0425
 NM0425                          SUPERSEDED SURVEY CONTROL
 NM0425
 NM0425  NGVD 29 (01/31/13)  345.90   (m)         1134.8    (f) RESET       3  
 NM0425
 NM0425.Superseded values are not recommended for survey control.
 NM0425
 NM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0425.See file dsdata.pdf to determine how the superseded data were derived.
 NM0425
 NM0425_MARKER: DV = VERTICAL CONTROL DISK
 NM0425_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0425+WITH SETTING: INTO GROUND
 NM0425_STAMPING: B 237 RESET 1975
 NM0425_MARK LOGO: NGS
 NM0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0425
 NM0425  HISTORY     - Date     Condition        Report By
 NM0425  HISTORY     - 1975     MONUMENTED       NGS
 NM0425  HISTORY     - 19920414 GOOD             NEDR
 NM0425
 NM0425                          STATION DESCRIPTION
 NM0425
 NM0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM0425'3.2 MI S FROM HOMER.
 NM0425'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO
 NM0425'EAST ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 NM0425'77, TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 3.15 MILES TO THE
 NM0425'BENCH MARK ON THE LEFT, 32 FEET EAST OF A CORNER FENCE POST, 2 FEET
 NM0425'SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT SOUTHEAST OF A
 NM0425'METAL WITNESS POST, 6 INCHES SOUTH OF AN EAST-WEST FENCE AND ON
 NM0425'THE EAST RIGHT-OF-WAY OF HIGHWAY 77.  A 4-INCH CAST ALUMINUM
 NM0425'BENCH MARK STAMPED B 237 RESET 1975 AND SET FLUSH WITH THE GROUND
 NM0425'SURFACE.
 NM0425
 NM0425                          STATION RECOVERY (1992)
 NM0425
 NM0425'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NM0425'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST ON MAIN
 NM0425'STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF U.S.  HIGHWAY 77, TURN
 NM0425'RIGHT AND GO SOUTH ON THE HIGHWAY FOR 3.15 MI (5.07 KM) TO THE BENCH
 NM0425'MARK ON THE LEFT, 10 FT (3.0 M) WEST OF A DIRT RIDGE AND IN AN
 NM0425'EAST/WEST FENCE LINE, 1.O FT NORTH OF A MTEAL WITNESS POST, AT HIGHWAY
 NM0425'STATIONING 550+00 AND ON THE EAST RIGHT-OF-WAY OF HIGHWAY 77.  THE
 NM0425'BENCH MARK IS A STANDARD DISK, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NM0425'CLAD METAL ROD, WITH A 10-INCH STEEL PLATE BOLTED TO THE BOTTOM,
 NM0425'ENCASED IN A PLASTIC PIPE THAT IS LEVEL WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0427 ***********************************************************************
 NM0427  DESIGNATION -  B 237 RESET
 NM0427  PID         -  NM0427
 NM0427  STATE/COUNTY-  NE/DAKOTA
 NM0427  COUNTRY     -  US
 NM0427  USGS QUAD   -  HOMER (2017)
 NM0427
 NM0427                         *CURRENT SURVEY CONTROL
 NM0427  ______________________________________________________________________
 NM0427* NAD 83(1986) POSITION- 42 16 36.     (N) 096 29 04.     (W)   SCALED
 NM0427* NAVD 88 ORTHO HEIGHT -   346.11  (+/-2cm)     1135.5   (feet) VERTCON
 NM0427  ______________________________________________________________________
 NM0427  GEOID HEIGHT    -        -25.853 (meters)                     GEOID18
 NM0427  VERT ORDER      -  THIRD (See Below)
 NM0427
 NM0427.The horizontal coordinates were scaled from a map and have
 NM0427.an estimated accuracy of +/- 6 seconds.
 NM0427
 NM0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0427
 NM0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0427.GEOID18 height accuracy estimate available here.
 NM0427
 NM0427.The vertical order pertains to the NGVD 29 superseded value.
 NM0427
 NM0427.Click photographs - Photos may exist for this station.
 NM0427
 NM0427;                    North         East    Units  Estimated Accuracy
 NM0427;SPC NE       -   277,170.      789,850.      MT  (+/- 180 meters Scaled)
 NM0427
 NM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM074835(NAD 83)
 NM0427
 NM0427                          SUPERSEDED SURVEY CONTROL
 NM0427
 NM0427  NGVD 29 (??/??/??)  345.95   (m)         1135.0    (f) RESET       3  
 NM0427
 NM0427.Superseded values are not recommended for survey control.
 NM0427
 NM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0427.See file dsdata.pdf to determine how the superseded data were derived.
 NM0427
 NM0427_MARKER: DV = VERTICAL CONTROL DISK
 NM0427_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0427+WITH SETTING: INTO GROUND
 NM0427_STAMPING: B 237 RESET 1973
 NM0427_MARK LOGO: NGS
 NM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0427+STABILITY: SURFACE MOTION
 NM0427
 NM0427  HISTORY     - Date     Condition        Report By
 NM0427  HISTORY     - 1973     MONUMENTED       NGS
 NM0427
 NM0427                          STATION DESCRIPTION
 NM0427
 NM0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0427'3.2 MI S FROM HOMER.
 NM0427'TO REACH THE STATION FROM THE POST OFFICE IN HOMER, GO EAST ON
 NM0427'MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0427'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 3.15 MILES TO THE
 NM0427'BENCH MARK ON THE LEFT, 10 FEET SOUTH OF A DIRT RIDGE AND
 NM0427'EAST-WEST FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST AT
 NM0427'HIGHWAY STATIONING 550+00 AND ON THE EAST RIGHT-OF-WAY EDGE FOR
 NM0427'HIGHWAY 77.  THE BENCH MARK IS A STANDARD DISK STAMPED B 237
 NM0427'RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 NM0427'WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 NM0427'PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0713 ***********************************************************************
 NM0713  DESIGNATION -  B 238
 NM0713  PID         -  NM0713
 NM0713  STATE/COUNTY-  NE/THURSTON
 NM0713  COUNTRY     -  US
 NM0713  USGS QUAD   -  EMERSON SE (2017)
 NM0713
 NM0713                         *CURRENT SURVEY CONTROL
 NM0713  ______________________________________________________________________
 NM0713* NAD 83(1986) POSITION- 42 15 49.     (N) 096 34 12.     (W)   SCALED
 NM0713* NAVD 88 ORTHO HEIGHT -   436.699 (meters)     1432.74  (feet) ADJUSTED
 NM0713  ______________________________________________________________________
 NM0713  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 NM0713  DYNAMIC HEIGHT  -        436.551 (meters)     1432.25  (feet) COMP
 NM0713  MODELED GRAVITY -    980,268.6   (mgal)                       NAVD 88
 NM0713
 NM0713  VERT ORDER      -  SECOND    CLASS 0
 NM0713
 NM0713.The horizontal coordinates were scaled from a map and have
 NM0713.an estimated accuracy of +/- 6 seconds.
 NM0713
 NM0713.The orthometric height was determined by differential leveling and
 NM0713.adjusted by the NATIONAL GEODETIC SURVEY
 NM0713.in June 1991.
 NM0713
 NM0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0713.GEOID18 height accuracy estimate available here.
 NM0713
 NM0713.Click photographs - Photos may exist for this station.
 NM0713
 NM0713.The dynamic height is computed by dividing the NAVD 88
 NM0713.geopotential number by the normal gravity value computed on the
 NM0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0713.degrees latitude (g = 980.6199 gals.).
 NM0713
 NM0713.The modeled gravity was interpolated from observed gravity values.
 NM0713
 NM0713;                    North         East    Units  Estimated Accuracy
 NM0713;SPC NE       -   275,440.      782,860.      MT  (+/- 180 meters Scaled)
 NM0713
 NM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM004819(NAD 83)
 NM0713
 NM0713                          SUPERSEDED SURVEY CONTROL
 NM0713
 NM0713  NGVD 29 (??/??/92)  436.536  (m)         1432.20   (f) ADJ UNCH    2 0
 NM0713
 NM0713.Superseded values are not recommended for survey control.
 NM0713
 NM0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0713.See file dsdata.pdf to determine how the superseded data were derived.
 NM0713
 NM0713_MARKER: DB = BENCH MARK DISK
 NM0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0713_STAMPING: B 238 1947
 NM0713_MARK LOGO: CGS
 NM0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0713+STABILITY: SURFACE MOTION
 NM0713
 NM0713  HISTORY     - Date     Condition        Report By
 NM0713  HISTORY     - 1947     MONUMENTED       CGS
 NM0713
 NM0713                          STATION DESCRIPTION
 NM0713
 NM0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0713'9 MI E FROM EMERSON.
 NM0713'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0713'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 8.1 MILES
 NM0713'TO A DIRT CROSS ROAD AND THE DISTRICT NO. 36 SCHOOL HOUSE,
 NM0713'145.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 31.5
 NM0713'FEET SOUTH OF THE EAST-WEST ROAD, 21.8 FEET WEST OF THE
 NM0713'NORTH-SOUTH ROAD, 11.4 FEET SOUTH OF A FENCE CORNER POST, 1.0
 NM0713'FOOT EAST OF A BARBED WIRE FENCE, 1.0 FOOT NORTH OF A 4 IN X
 NM0713'4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0726 ***********************************************************************
 NM0726  DESIGNATION -  B 239
 NM0726  PID         -  NM0726
 NM0726  STATE/COUNTY-  NE/THURSTON
 NM0726  COUNTRY     -  US
 NM0726  USGS QUAD   -  THURSTON (2017)
 NM0726
 NM0726                         *CURRENT SURVEY CONTROL
 NM0726  ______________________________________________________________________
 NM0726* NAD 83(1986) POSITION- 42 09 46.     (N) 096 40 04.     (W)   SCALED
 NM0726* NAVD 88 ORTHO HEIGHT -   451.266 (meters)     1480.53  (feet) ADJUSTED
 NM0726  ______________________________________________________________________
 NM0726  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 NM0726  DYNAMIC HEIGHT  -        451.108 (meters)     1480.01  (feet) COMP
 NM0726  MODELED GRAVITY -    980,258.1   (mgal)                       NAVD 88
 NM0726
 NM0726  VERT ORDER      -  SECOND    CLASS 0
 NM0726
 NM0726.The horizontal coordinates were scaled from a map and have
 NM0726.an estimated accuracy of +/- 6 seconds.
 NM0726
 NM0726.The orthometric height was determined by differential leveling and
 NM0726.adjusted by the NATIONAL GEODETIC SURVEY
 NM0726.in June 1991.
 NM0726
 NM0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0726.GEOID18 height accuracy estimate available here.
 NM0726
 NM0726.Click photographs - Photos may exist for this station.
 NM0726
 NM0726.The dynamic height is computed by dividing the NAVD 88
 NM0726.geopotential number by the normal gravity value computed on the
 NM0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0726.degrees latitude (g = 980.6199 gals.).
 NM0726
 NM0726.The modeled gravity was interpolated from observed gravity values.
 NM0726
 NM0726;                    North         East    Units  Estimated Accuracy
 NM0726;SPC NE       -   263,940.      775,230.      MT  (+/- 180 meters Scaled)
 NM0726
 NM0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM926704(NAD 83)
 NM0726
 NM0726                          SUPERSEDED SURVEY CONTROL
 NM0726
 NM0726  NGVD 29 (??/??/92)  451.109  (m)         1480.01   (f) ADJ UNCH    2 0
 NM0726
 NM0726.Superseded values are not recommended for survey control.
 NM0726
 NM0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0726.See file dsdata.pdf to determine how the superseded data were derived.
 NM0726
 NM0726_MARKER: DB = BENCH MARK DISK
 NM0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0726_STAMPING: B 239 1947
 NM0726_MARK LOGO: CGS
 NM0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0726+STABILITY: SURFACE MOTION
 NM0726
 NM0726  HISTORY     - Date     Condition        Report By
 NM0726  HISTORY     - 1947     MONUMENTED       CGS
 NM0726  HISTORY     - 1965     POOR             CGS
 NM0726
 NM0726                          STATION DESCRIPTION
 NM0726
 NM0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0726'3 MI SE FROM THURSTON.
 NM0726'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT THURSTON,
 NM0726'THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE EAST 2.0
 NM0726'MILES TO A DIRT CROSS ROAD, 45.6 FEET NORTHWEST OF THE CENTER
 NM0726'OF THE INTERSECTION, 34.8 FEET NORTH OF THE EAST-WEST ROAD,
 NM0726'25.6 FEET WEST OF THE NORTH-SOUTH ROAD, 11.5 FEET NORTH OF A
 NM0726'POWER POLE, 2.0 FEET EAST OF A BARBED WIRE FENCE, 2.0 FEET
 NM0726'SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0726'CONCRETE POST AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0726
 NM0726                          STATION RECOVERY (1965)
 NM0726
 NM0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0726'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0441 ***********************************************************************
 NM0441  DESIGNATION -  B 240
 NM0441  PID         -  NM0441
 NM0441  STATE/COUNTY-  NE/THURSTON
 NM0441  COUNTRY     -  US
 NM0441  USGS QUAD   -  ALBATON (2018)
 NM0441
 NM0441                         *CURRENT SURVEY CONTROL
 NM0441  ______________________________________________________________________
 NM0441* NAD 83(1986) POSITION- 42 11 33.     (N) 096 22 08.     (W)   SCALED
 NM0441* NAVD 88 ORTHO HEIGHT -   424.170 (meters)     1391.63  (feet) ADJUSTED
 NM0441  ______________________________________________________________________
 NM0441  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 NM0441  DYNAMIC HEIGHT  -        424.027 (meters)     1391.16  (feet) COMP
 NM0441  MODELED GRAVITY -    980,273.1   (mgal)                       NAVD 88
 NM0441
 NM0441  VERT ORDER      -  SECOND    CLASS 0
 NM0441
 NM0441.The horizontal coordinates were scaled from a map and have
 NM0441.an estimated accuracy of +/- 6 seconds.
 NM0441
 NM0441.The orthometric height was determined by differential leveling and
 NM0441.adjusted by the NATIONAL GEODETIC SURVEY
 NM0441.in June 1991.
 NM0441
 NM0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0441.GEOID18 height accuracy estimate available here.
 NM0441
 NM0441.Click photographs - Photos may exist for this station.
 NM0441
 NM0441.The dynamic height is computed by dividing the NAVD 88
 NM0441.geopotential number by the normal gravity value computed on the
 NM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0441.degrees latitude (g = 980.6199 gals.).
 NM0441
 NM0441.The modeled gravity was interpolated from observed gravity values.
 NM0441
 NM0441;                    North         East    Units  Estimated Accuracy
 NM0441;SPC NE       -   268,230.      799,760.      MT  (+/- 180 meters Scaled)
 NM0441
 NM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM172745(NAD 83)
 NM0441
 NM0441                          SUPERSEDED SURVEY CONTROL
 NM0441
 NM0441  NGVD 29 (??/??/92)  424.019  (m)         1391.14   (f) ADJ UNCH    2 0
 NM0441
 NM0441.Superseded values are not recommended for survey control.
 NM0441
 NM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0441.See file dsdata.pdf to determine how the superseded data were derived.
 NM0441
 NM0441_MARKER: DB = BENCH MARK DISK
 NM0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0441_STAMPING: B 240 1947
 NM0441_MARK LOGO: CGS
 NM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0441+STABILITY: SURFACE MOTION
 NM0441
 NM0441  HISTORY     - Date     Condition        Report By
 NM0441  HISTORY     - 1947     MONUMENTED       CGS
 NM0441  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0441
 NM0441                          STATION DESCRIPTION
 NM0441
 NM0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0441'8.6 MI SE FROM WINNEBAGO.
 NM0441'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 73 E FROM THE JUNCTION
 NM0441'WITH U.S. HIGHWAY NO. 77 AT WINNEBAGO, THENCE EAST 0.8 MILE
 NM0441'ALONG A DIRT ROAD FROM THE DISTRICT NO. 35 SCHOOL, THENCE NORTH
 NM0441'1.0 MILE ALONG A DIRT ROAD, THENCE EAST 1.0 MILE ALONG A NARROW
 NM0441'UNIMPROVED DIRT ROAD, AT A POINT WHERE THE ROAD TURNS SOUTH,
 NM0441'40.2 FEET NORTH OF AN ELM TREE 2.0 FEET IN DIAMETER, 23.1 FEET
 NM0441'EAST OF THE CENTER OF THE ROAD, 9.9 FEET SOUTH OF A FENCE CORNER,
 NM0441'9.0 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 2.0 FEET WEST OF
 NM0441'A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST
 NM0441'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0441'GROUND.
 NM0441
 NM0441                          STATION RECOVERY (1965)
 NM0441
 NM0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0327 ***********************************************************************
 MK0327  DESIGNATION -  B 241
 MK0327  PID         -  MK0327
 MK0327  STATE/COUNTY-  NE/BURT
 MK0327  COUNTRY     -  US
 MK0327  USGS QUAD   -  WEST POINT SE (2017)
 MK0327
 MK0327                         *CURRENT SURVEY CONTROL
 MK0327  ______________________________________________________________________
 MK0327* NAD 83(1986) POSITION- 41 49 45.     (N) 096 30 30.     (W)   SCALED
 MK0327* NAVD 88 ORTHO HEIGHT -   391.306 (meters)     1283.81  (feet) ADJUSTED
 MK0327  ______________________________________________________________________
 MK0327  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 MK0327  DYNAMIC HEIGHT  -        391.162 (meters)     1283.34  (feet) COMP
 MK0327  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 MK0327
 MK0327  VERT ORDER      -  SECOND    CLASS 0
 MK0327
 MK0327.The horizontal coordinates were scaled from a map and have
 MK0327.an estimated accuracy of +/- 6 seconds.
 MK0327
 MK0327.The orthometric height was determined by differential leveling and
 MK0327.adjusted by the NATIONAL GEODETIC SURVEY
 MK0327.in June 1991.
 MK0327
 MK0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0327.GEOID18 height accuracy estimate available here.
 MK0327
 MK0327.Click photographs - Photos may exist for this station.
 MK0327
 MK0327.The dynamic height is computed by dividing the NAVD 88
 MK0327.geopotential number by the normal gravity value computed on the
 MK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0327.degrees latitude (g = 980.6199 gals.).
 MK0327
 MK0327.The modeled gravity was interpolated from observed gravity values.
 MK0327
 MK0327;                    North         East    Units  Estimated Accuracy
 MK0327;SPC NE       -   227,440.      789,890.      MT  (+/- 180 meters Scaled)
 MK0327
 MK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069338(NAD 83)
 MK0327
 MK0327                          SUPERSEDED SURVEY CONTROL
 MK0327
 MK0327  NGVD 29 (??/??/92)  391.171  (m)         1283.37   (f) ADJ UNCH    2 0
 MK0327
 MK0327.Superseded values are not recommended for survey control.
 MK0327
 MK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0327.See file dsdata.pdf to determine how the superseded data were derived.
 MK0327
 MK0327_MARKER: DB = BENCH MARK DISK
 MK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0327_STAMPING: B 241 1947
 MK0327_MARK LOGO: CGS
 MK0327_PROJECTION: FLUSH
 MK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0327+STABILITY: SURFACE MOTION
 MK0327
 MK0327  HISTORY     - Date     Condition        Report By
 MK0327  HISTORY     - 1947     MONUMENTED       CGS
 MK0327  HISTORY     - 1957     GOOD             CGS
 MK0327
 MK0327                          STATION DESCRIPTION
 MK0327
 MK0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0327'2.4 MI SW FROM OAKLAND.
 MK0327'0.4 MILE SOUTH AND 2.05 MILES WEST ALONG STATE HIGHWAY NO. 9
 MK0327'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 MK0327'OAKLAND, AT THE OAKLAND AIRPORT, AT THE SOUTHWEST CORNER OF THE
 MK0327'MAIN HANGAR AND OFFICE BUILDING, 1.5 FOOT SOUTHWEST OF THE
 MK0327'SOUTHWEST CORNER OF THE BUILDING, 0.8 FOOT WEST OF THE WEST
 MK0327'EDGE OF THE CONCRETE WALK LEADING TO THE ENTRANCE DOOR, SET IN A
 MK0327'CONCRETE POST ABOUT FLUSH WITH THE GROUND AND THE CONCRETE
 MK0327'WALK.  THIS IS THE HIGH POINT OF THE FIELD.  NOTE-- RUNWAY AREA
 MK0327'IS UNDER CULTIVATION.
 MK0327
 MK0327                          STATION RECOVERY (1957)
 MK0327
 MK0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0285 ***********************************************************************
 MK0285  DESIGNATION -  B 242
 MK0285  PID         -  MK0285
 MK0285  STATE/COUNTY-  NE/BURT
 MK0285  COUNTRY     -  US
 MK0285  USGS QUAD   -  BERTHA (2017)
 MK0285
 MK0285                         *CURRENT SURVEY CONTROL
 MK0285  ______________________________________________________________________
 MK0285* NAD 83(1986) POSITION- 41 58 07.     (N) 096 17 23.     (W)   SCALED
 MK0285* NAVD 88 ORTHO HEIGHT -   349.218 (meters)     1145.73  (feet) ADJUSTED
 MK0285  ______________________________________________________________________
 MK0285  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 MK0285  DYNAMIC HEIGHT  -        349.093 (meters)     1145.32  (feet) COMP
 MK0285  MODELED GRAVITY -    980,254.2   (mgal)                       NAVD 88
 MK0285
 MK0285  VERT ORDER      -  SECOND    CLASS 0
 MK0285
 MK0285.The horizontal coordinates were scaled from a map and have
 MK0285.an estimated accuracy of +/- 6 seconds.
 MK0285
 MK0285.The orthometric height was determined by differential leveling and
 MK0285.adjusted by the NATIONAL GEODETIC SURVEY
 MK0285.in June 1991.
 MK0285
 MK0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0285.GEOID18 height accuracy estimate available here.
 MK0285
 MK0285.Click photographs - Photos may exist for this station.
 MK0285
 MK0285.The dynamic height is computed by dividing the NAVD 88
 MK0285.geopotential number by the normal gravity value computed on the
 MK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0285.degrees latitude (g = 980.6199 gals.).
 MK0285
 MK0285.The modeled gravity was interpolated from observed gravity values.
 MK0285
 MK0285;                    North         East    Units  Estimated Accuracy
 MK0285;SPC NE       -   243,670.      807,360.      MT  (+/- 180 meters Scaled)
 MK0285
 MK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM245498(NAD 83)
 MK0285
 MK0285                          SUPERSEDED SURVEY CONTROL
 MK0285
 MK0285  NGVD 29 (??/??/92)  349.071  (m)         1145.24   (f) ADJ UNCH    2 0
 MK0285
 MK0285.Superseded values are not recommended for survey control.
 MK0285
 MK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0285.See file dsdata.pdf to determine how the superseded data were derived.
 MK0285
 MK0285_MARKER: DB = BENCH MARK DISK
 MK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0285_STAMPING: B 242 1947
 MK0285_MARK LOGO: CGS
 MK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0285+STABILITY: SURFACE MOTION
 MK0285
 MK0285  HISTORY     - Date     Condition        Report By
 MK0285  HISTORY     - 1947     MONUMENTED       CGS
 MK0285
 MK0285                          STATION DESCRIPTION
 MK0285
 MK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0285'4.7 MI SW FROM DECATUR.
 MK0285'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0285'DECATUR, THENCE 3.4 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 MK0285'NO. 118, 0.25 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 MK0285'LEADING WEST, AT THE TOP OF A HILL, 79.0 FEET NORTHEAST OF A
 MK0285'3-FOOT BOXELDER TREE, 61.0 FEET NORTHEAST OF POWER LINE POLE
 MK0285'NO. C13 26, 31.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 MK0285'1.5 FOOT SOUTHWEST OF A REFERENCE POST, 1.5 FOOT SOUTHEAST OF
 MK0285'THE NORTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 MK0285'3 FEET BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0286 ***********************************************************************
 MK0286  DESIGNATION -  B 242 RESET
 MK0286  PID         -  MK0286
 MK0286  STATE/COUNTY-  NE/BURT
 MK0286  COUNTRY     -  US
 MK0286  USGS QUAD   -  BERTHA (2017)
 MK0286
 MK0286                         *CURRENT SURVEY CONTROL
 MK0286  ______________________________________________________________________
 MK0286* NAD 83(1986) POSITION- 41 58 07.     (N) 096 17 24.     (W)   SCALED
 MK0286* NAVD 88 ORTHO HEIGHT -   349.80  (meters)     1147.6   (feet) RESET
 MK0286  ______________________________________________________________________
 MK0286  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 MK0286  VERT ORDER      -  THIRD
 MK0286
 MK0286.The horizontal coordinates were scaled from a map and have
 MK0286.an estimated accuracy of +/- 6 seconds.
 MK0286
 MK0286.The orthometric height was computed from unverified reset data.
 MK0286
 MK0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0286.GEOID18 height accuracy estimate available here.
 MK0286
 MK0286.Click photographs - Photos may exist for this station.
 MK0286
 MK0286;                    North         East    Units  Estimated Accuracy
 MK0286;SPC NE       -   243,670.      807,340.      MT  (+/- 180 meters Scaled)
 MK0286
 MK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM245498(NAD 83)
 MK0286
 MK0286                          SUPERSEDED SURVEY CONTROL
 MK0286
 MK0286  NGVD 29 (??/??/??)  348.49   (m)         1143.3    (f) RESET       3  
 MK0286
 MK0286.Superseded values are not recommended for survey control.
 MK0286
 MK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0286.See file dsdata.pdf to determine how the superseded data were derived.
 MK0286
 MK0286_MARKER: DB = BENCH MARK DISK
 MK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0286_STAMPING: B 242 RESET 1948
 MK0286_MARK LOGO: CGS
 MK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0286+STABILITY: SURFACE MOTION
 MK0286
 MK0286  HISTORY     - Date     Condition        Report By
 MK0286  HISTORY     - 1948     MONUMENTED       NEDR
 MK0286
 MK0286                          STATION DESCRIPTION
 MK0286
 MK0286'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1948
 MK0286'4.7 MI SW FROM DECATUR.
 MK0286'1.3 MILES SOUTH ALONG U.S. HIGHWAY 73 E FROM THE POST OFFICE AT
 MK0286'DECATUR, THENCE 3.4 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 MK0286'118, ABOUT 1/4 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 MK0286'LEADING WEST, AT THE TOP OF A HILL, ABOUT 692 FEET SOUTHWEST OF A
 MK0286'48-INCH PIPE CULVERT, ABOUT 380 FEET NORTHEAST OF A 36-INCH PIPE
 MK0286'CULVERT, 98 FEET WEST OF A POWER-TRANSMISSION LINE POLE AT THE
 MK0286'SOUTHEAST SIDE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER
 MK0286'LINE OF THE HIGHWAY, 11.5 FEET SOUTHWEST OF A POWER-TRANSMISSION
 MK0286'LINE POLE, AND 0.6 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 MK0286'POST.  (1.899 FEET LOWER THAN B 242).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0626 ***********************************************************************
 MK0626  DESIGNATION -  B 243
 MK0626  PID         -  MK0626
 MK0626  STATE/COUNTY-  NE/DOUGLAS
 MK0626  COUNTRY     -  US
 MK0626  USGS QUAD   -  ELKHORN (2017)
 MK0626
 MK0626                         *CURRENT SURVEY CONTROL
 MK0626  ______________________________________________________________________
 MK0626* NAD 83(1986) POSITION- 41 21 00.2    (N) 096 11 15.0    (W)   HD_HELD2
 MK0626* NAVD 88 ORTHO HEIGHT -   363.179 (meters)     1191.53  (feet) ADJUSTED
 MK0626  ______________________________________________________________________
 MK0626  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 MK0626  DYNAMIC HEIGHT  -        363.011 (meters)     1190.98  (feet) COMP
 MK0626  MODELED GRAVITY -    980,150.9   (mgal)                       NAVD 88
 MK0626
 MK0626  VERT ORDER      -  SECOND    CLASS 0
 MK0626
 MK0626.The horizontal coordinates were established by autonomous hand held GPS
 MK0626.observations and have an estimated accuracy of +/- 10 meters.
 MK0626
 MK0626.The orthometric height was determined by differential leveling and
 MK0626.adjusted by the NATIONAL GEODETIC SURVEY
 MK0626.in June 1991.
 MK0626
 MK0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0626.GEOID18 height accuracy estimate available here.
 MK0626
 MK0626.Click photographs - Photos may exist for this station.
 MK0626
 MK0626.The dynamic height is computed by dividing the NAVD 88
 MK0626.geopotential number by the normal gravity value computed on the
 MK0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0626.degrees latitude (g = 980.6199 gals.).
 MK0626
 MK0626.The modeled gravity was interpolated from observed gravity values.
 MK0626
 MK0626;                    North         East    Units  Estimated Accuracy
 MK0626;SPC NE       -   175,426.      818,851.      MT  (+/- 10 meters HH2 GPS)
 MK0626
 MK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3529181434(NAD 83)
 MK0626
 MK0626                          SUPERSEDED SURVEY CONTROL
 MK0626
 MK0626  NGVD 29 (??/??/92)  363.044  (m)         1191.09   (f) ADJ UNCH    2 0
 MK0626
 MK0626.Superseded values are not recommended for survey control.
 MK0626
 MK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0626.See file dsdata.pdf to determine how the superseded data were derived.
 MK0626
 MK0626_MARKER: DB = BENCH MARK DISK
 MK0626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0626_SP_SET: CULVERT HEADWALL
 MK0626_STAMPING: B 243 1947
 MK0626_MARK LOGO: CGS
 MK0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0626+STABILITY: SURFACE MOTION
 MK0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0626+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 MK0626
 MK0626  HISTORY     - Date     Condition        Report By
 MK0626  HISTORY     - 1947     MONUMENTED       CGS
 MK0626  HISTORY     - 1976     GOOD             LOCSUR
 MK0626  HISTORY     - 20060226 GOOD             INDIV
 MK0626  HISTORY     - 20110118 GOOD             INDIV
 MK0626
 MK0626                          STATION DESCRIPTION
 MK0626
 MK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0626'5 MI SE FROM ELK CITY.
 MK0626'5.05 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0626'SCHOOL AT ELK CITY, AT THE CROSSING OF A CREEK, 178.0 FEET EAST
 MK0626'OF AND ACROSS THE HIGHWAY FROM THE CENTER OF A PRIVATE GRAVEL
 MK0626'ROAD LEADING SOUTH TO A FARM HOUSE, 16.6 FEET NORTH OF THE CENTER
 MK0626'OF THE HIGHWAY, SET IN THE TOP OF AND 1.5 FOOT EAST OF THE WEST
 MK0626'END OF THE NORTH HEAD WALL OF A 5-FOOT ARCHED CONCRETE CULVERT
 MK0626'UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 MK0626
 MK0626                          STATION RECOVERY (1976)
 MK0626
 MK0626'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0626'RECOVERED IN GOOD CONDITION.
 MK0626
 MK0626                          STATION RECOVERY (2006)
 MK0626
 MK0626'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0626'THE REFERENCED STATE HWY NO 8 IS LOCALLY MILITARY ROAD. THE MARK IS
 MK0626'LOCATED APPROXIMATELY 1/2 MILE WEST OF 168TH STREET.
 MK0626
 MK0626                          STATION RECOVERY (2011)
 MK0626
 MK0626'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0134 ***********************************************************************
 MK0134  DESIGNATION -  B 245
 MK0134  PID         -  MK0134
 MK0134  STATE/COUNTY-  NE/WASHINGTON
 MK0134  COUNTRY     -  US
 MK0134  USGS QUAD   -  BLAIR (2017)
 MK0134
 MK0134                         *CURRENT SURVEY CONTROL
 MK0134  ______________________________________________________________________
 MK0134* NAD 83(1986) POSITION- 41 33 10.     (N) 096 07 34.     (W)   SCALED
 MK0134* NAVD 88 ORTHO HEIGHT -   325.189 (meters)     1066.89  (feet) ADJUSTED
 MK0134  ______________________________________________________________________
 MK0134  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 MK0134  DYNAMIC HEIGHT  -        325.041 (meters)     1066.41  (feet) COMP
 MK0134  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 MK0134
 MK0134  VERT ORDER      -  SECOND    CLASS 0
 MK0134
 MK0134.The horizontal coordinates were scaled from a map and have
 MK0134.an estimated accuracy of +/- 6 seconds.
 MK0134
 MK0134.The orthometric height was determined by differential leveling and
 MK0134.adjusted by the NATIONAL GEODETIC SURVEY
 MK0134.in June 1991.
 MK0134
 MK0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0134.GEOID18 height accuracy estimate available here.
 MK0134
 MK0134.Click photographs - Photos may exist for this station.
 MK0134
 MK0134.The dynamic height is computed by dividing the NAVD 88
 MK0134.geopotential number by the normal gravity value computed on the
 MK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0134.degrees latitude (g = 980.6199 gals.).
 MK0134
 MK0134.The modeled gravity was interpolated from observed gravity values.
 MK0134
 MK0134;                    North         East    Units  Estimated Accuracy
 MK0134;SPC NE       -   198,140.      822,970.      MT  (+/- 180 meters Scaled)
 MK0134
 MK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396041(NAD 83)
 MK0134
 MK0134                          SUPERSEDED SURVEY CONTROL
 MK0134
 MK0134  NGVD 29 (??/??/92)  325.045  (m)         1066.42   (f) ADJ UNCH    2 0
 MK0134
 MK0134.Superseded values are not recommended for survey control.
 MK0134
 MK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0134.See file dsdata.pdf to determine how the superseded data were derived.
 MK0134
 MK0134_MARKER: DB = BENCH MARK DISK
 MK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0134_STAMPING: B 245 1947
 MK0134_MARK LOGO: CGS
 MK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0134+STABILITY: SURFACE MOTION
 MK0134
 MK0134  HISTORY     - Date     Condition        Report By
 MK0134  HISTORY     - 1947     MONUMENTED       CGS
 MK0134  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0134
 MK0134                          STATION DESCRIPTION
 MK0134
 MK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0134'1 MI NE FROM BLAIR.
 MK0134'0.3 MILE EAST ALONG U.S. HIGHWAY NO. 30 FROM THE UNION RAILROAD
 MK0134'STATION AT BLAIR, THENCE 0.65 MILE NORTH ALONG A GRAVEL ROAD, IN
 MK0134'THE NORTHEAST ANGLE OF A CROSS ROAD, 67.0 FEET EAST OF THE
 MK0134'CENTER OF THE NORTH-SOUTH ROAD, 50.0 FEET NORTHEAST OF A FENCE
 MK0134'CORNER POST, 50.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0134'30.5 FEET WEST OF A POWER LINE POLE, 2.0 FEET NORTH OF A REFERENCE
 MK0134'POST, SET IN A CONCRETE POST ABOUT 6 FEET ABOVE THE NORTH-SOUTH
 MK0134'ROAD AND ABOUT 3 FEET BELOW THE EAST-WEST ROAD, PROJECTING 0.6
 MK0134'FOOT.  NOTE-- ROAD CHANGED AND FENCE HAS BEEN RESET.
 MK0134
 MK0134                          STATION RECOVERY (1965)
 MK0134
 MK0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0422 ***********************************************************************
 MK0422  DESIGNATION -  B 247
 MK0422  PID         -  MK0422
 MK0422  STATE/COUNTY-  NE/WASHINGTON
 MK0422  COUNTRY     -  US
 MK0422  USGS QUAD   -  ORUM (2017)
 MK0422
 MK0422                         *CURRENT SURVEY CONTROL
 MK0422  ______________________________________________________________________
 MK0422* NAD 83(1986) POSITION- 41 32 44.     (N) 096 15 03.     (W)   SCALED
 MK0422* NAVD 88 ORTHO HEIGHT -   385.263 (meters)     1263.98  (feet) ADJUSTED
 MK0422  ______________________________________________________________________
 MK0422  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 MK0422  DYNAMIC HEIGHT  -        385.087 (meters)     1263.41  (feet) COMP
 MK0422  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 MK0422
 MK0422  VERT ORDER      -  SECOND    CLASS 0
 MK0422
 MK0422.The horizontal coordinates were scaled from a map and have
 MK0422.an estimated accuracy of +/- 6 seconds.
 MK0422
 MK0422.The orthometric height was determined by differential leveling and
 MK0422.adjusted by the NATIONAL GEODETIC SURVEY
 MK0422.in June 1991.
 MK0422
 MK0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0422.GEOID18 height accuracy estimate available here.
 MK0422
 MK0422.Click photographs - Photos may exist for this station.
 MK0422
 MK0422.The dynamic height is computed by dividing the NAVD 88
 MK0422.geopotential number by the normal gravity value computed on the
 MK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0422.degrees latitude (g = 980.6199 gals.).
 MK0422
 MK0422.The modeled gravity was interpolated from observed gravity values.
 MK0422
 MK0422;                    North         East    Units  Estimated Accuracy
 MK0422;SPC NE       -   196,880.      812,620.      MT  (+/- 180 meters Scaled)
 MK0422
 MK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM293029(NAD 83)
 MK0422
 MK0422                          SUPERSEDED SURVEY CONTROL
 MK0422
 MK0422  NGVD 29 (??/??/92)  385.114  (m)         1263.49   (f) ADJ UNCH    2 0
 MK0422
 MK0422.Superseded values are not recommended for survey control.
 MK0422
 MK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0422.See file dsdata.pdf to determine how the superseded data were derived.
 MK0422
 MK0422_MARKER: DB = BENCH MARK DISK
 MK0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0422_STAMPING: B 247 1947
 MK0422_MARK LOGO: CGS
 MK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0422+STABILITY: SURFACE MOTION
 MK0422
 MK0422  HISTORY     - Date     Condition        Report By
 MK0422  HISTORY     - 1947     MONUMENTED       CGS
 MK0422
 MK0422                          STATION DESCRIPTION
 MK0422
 MK0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0422'1 MI E FROM ORUM.
 MK0422'1.0 MILE EAST ALONG STATE HIGHWAY NO. 91 FROM THE SCHOOL AT
 MK0422'ORUM, AT THE SOUTHEAST CORNER OF THE YARD AROUND THE LINCOLN
 MK0422'SCHOOL, 244.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL
 MK0422'ROAD, 119.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MK0422'SCHOOL BUILDING, 40.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MK0422'9.0 FEET SOUTHEAST OF A 2 FOOT ELDER TREE, 8.0 FEET NORTH OF A
 MK0422'TELEPHONE POLE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 MK0422'CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.2
 MK0422'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0514 ***********************************************************************
 MK0514  DESIGNATION -  B 248
 MK0514  PID         -  MK0514
 MK0514  STATE/COUNTY-  NE/WASHINGTON
 MK0514  COUNTRY     -  US
 MK0514  USGS QUAD   -  KENNARD (2017)
 MK0514
 MK0514                         *CURRENT SURVEY CONTROL
 MK0514  ______________________________________________________________________
 MK0514* NAD 83(1986) POSITION- 41 28 22.     (N) 096 09 55.     (W)   SCALED
 MK0514* NAVD 88 ORTHO HEIGHT -   406.023 (meters)     1332.09  (feet) ADJUSTED
 MK0514  ______________________________________________________________________
 MK0514  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 MK0514  DYNAMIC HEIGHT  -        405.827 (meters)     1331.45  (feet) COMP
 MK0514  MODELED GRAVITY -    980,130.8   (mgal)                       NAVD 88
 MK0514
 MK0514  VERT ORDER      -  SECOND    CLASS 0
 MK0514
 MK0514.The horizontal coordinates were scaled from a map and have
 MK0514.an estimated accuracy of +/- 6 seconds.
 MK0514
 MK0514.The orthometric height was determined by differential leveling and
 MK0514.adjusted by the NATIONAL GEODETIC SURVEY
 MK0514.in June 1991.
 MK0514
 MK0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0514.GEOID18 height accuracy estimate available here.
 MK0514
 MK0514.Click photographs - Photos may exist for this station.
 MK0514
 MK0514.The dynamic height is computed by dividing the NAVD 88
 MK0514.geopotential number by the normal gravity value computed on the
 MK0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0514.degrees latitude (g = 980.6199 gals.).
 MK0514
 MK0514.The modeled gravity was interpolated from observed gravity values.
 MK0514
 MK0514;                    North         East    Units  Estimated Accuracy
 MK0514;SPC NE       -   189,120.      820,100.      MT  (+/- 180 meters Scaled)
 MK0514
 MK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL367951(NAD 83)
 MK0514
 MK0514                          SUPERSEDED SURVEY CONTROL
 MK0514
 MK0514  NGVD 29 (??/??/92)  405.872  (m)         1331.60   (f) ADJ UNCH    2 0
 MK0514
 MK0514.Superseded values are not recommended for survey control.
 MK0514
 MK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0514.See file dsdata.pdf to determine how the superseded data were derived.
 MK0514
 MK0514_MARKER: DB = BENCH MARK DISK
 MK0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0514_STAMPING: B 248 1947
 MK0514_MARK LOGO: CGS
 MK0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0514+STABILITY: SURFACE MOTION
 MK0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0514+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 MK0514
 MK0514  HISTORY     - Date     Condition        Report By
 MK0514  HISTORY     - 1947     MONUMENTED       CGS
 MK0514  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MK0514  HISTORY     - 20070327 GOOD             INDIV
 MK0514
 MK0514                          STATION DESCRIPTION
 MK0514
 MK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0514'1.9 MI E FROM KENNARD.
 MK0514'0.1 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 30 FROM THE RAILROAD
 MK0514'STATION AT KENNARD, THENCE EAST 1.8 MILES ALONG A GRAVEL ROAD,
 MK0514'AT THE TOP OF A LONG HILL, 29.4 FEET SOUTH OF THE CENTER OF THE
 MK0514'ROAD, 18.9 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 8.7 FEET
 MK0514'WEST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A BARBED WIRE
 MK0514'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 MK0514'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 MK0514
 MK0514                          STATION RECOVERY (1986)
 MK0514
 MK0514'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0514'MARK NOT FOUND.
 MK0514
 MK0514                          STATION RECOVERY (2007)
 MK0514
 MK0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TDD)
 MK0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0545 ***********************************************************************
 NM0545  DESIGNATION -  B 249
 NM0545  PID         -  NM0545
 NM0545  STATE/COUNTY-  NE/THURSTON
 NM0545  COUNTRY     -  US
 NM0545  USGS QUAD   -  WALTHILL SW (2017)
 NM0545
 NM0545                         *CURRENT SURVEY CONTROL
 NM0545  ______________________________________________________________________
 NM0545* NAD 83(1986) POSITION- 42 01 53.     (N) 096 24 17.     (W)   SCALED
 NM0545* NAVD 88 ORTHO HEIGHT -   403.716 (meters)     1324.52  (feet) ADJUSTED
 NM0545  ______________________________________________________________________
 NM0545  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 NM0545  DYNAMIC HEIGHT  -        403.573 (meters)     1324.06  (feet) COMP
 NM0545  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 NM0545
 NM0545  VERT ORDER      -  SECOND    CLASS 0
 NM0545
 NM0545.The horizontal coordinates were scaled from a map and have
 NM0545.an estimated accuracy of +/- 6 seconds.
 NM0545
 NM0545.The orthometric height was determined by differential leveling and
 NM0545.adjusted by the NATIONAL GEODETIC SURVEY
 NM0545.in June 1991.
 NM0545
 NM0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0545.GEOID18 height accuracy estimate available here.
 NM0545
 NM0545.Click photographs - Photos may exist for this station.
 NM0545
 NM0545.The dynamic height is computed by dividing the NAVD 88
 NM0545.geopotential number by the normal gravity value computed on the
 NM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0545.degrees latitude (g = 980.6199 gals.).
 NM0545
 NM0545.The modeled gravity was interpolated from observed gravity values.
 NM0545
 NM0545;                    North         East    Units  Estimated Accuracy
 NM0545;SPC NE       -   250,230.      797,550.      MT  (+/- 180 meters Scaled)
 NM0545
 NM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM148565(NAD 83)
 NM0545
 NM0545                          SUPERSEDED SURVEY CONTROL
 NM0545
 NM0545  NGVD 29 (??/??/92)  403.568  (m)         1324.04   (f) ADJ UNCH    2 0
 NM0545
 NM0545.Superseded values are not recommended for survey control.
 NM0545
 NM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0545.See file dsdata.pdf to determine how the superseded data were derived.
 NM0545
 NM0545_MARKER: DB = BENCH MARK DISK
 NM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0545_STAMPING: B 249 1947
 NM0545_MARK LOGO: CGS
 NM0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0545+STABILITY: SURFACE MOTION
 NM0545
 NM0545  HISTORY     - Date     Condition        Report By
 NM0545  HISTORY     - 1947     MONUMENTED       CGS
 NM0545  HISTORY     - 19910703 GOOD             NEDR
 NM0545
 NM0545                          STATION DESCRIPTION
 NM0545
 NM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0545'7 MI SE FROM ROSALIE.
 NM0545'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0545'THENCE EAST 5.5 MILES ALONG A DIRT AND GRAVEL ROAD, THENCE SOUTH
 NM0545'1.0 MILE ALONG A DIRT ROAD, AT A DIRT CROSS ROAD, 1.0 MILE SOUTH OF
 NM0545'BENCH MARK K 248, 0.1 MILE WEST OF A FARM HOUSE, 37.0 FEET EAST OF
 NM0545'THE CENTER OF THE NORTH-SOUTH ROAD, 22.8 FEET SOUTH OF THE CENTER
 NM0545'OF THE EAST-WEST ROAD, 9.0 FEET EAST OF A POWER POLE AND A FENCE
 NM0545'CORNER, 2.0 FEET NORTH OF A WIRE FENCE, 2.0 FEET WEST OF A
 NM0545'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0545'PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0545
 NM0545                          STATION RECOVERY (1991)
 NM0545
 NM0545'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 NM0545'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0727 ***********************************************************************
 LH0727  DESIGNATION -  B 25
 LH0727  PID         -  LH0727
 LH0727  STATE/COUNTY-  NE/FURNAS
 LH0727  COUNTRY     -  US
 LH0727  USGS QUAD   -  HENDLEY (2017)
 LH0727
 LH0727                         *CURRENT SURVEY CONTROL
 LH0727  ______________________________________________________________________
 LH0727* NAD 83(1986) POSITION- 40 10 30.     (N) 099 53 30.     (W)   SCALED
 LH0727* NAVD 88 ORTHO HEIGHT -   718.272 (meters)     2356.53  (feet) ADJUSTED
 LH0727  ______________________________________________________________________
 LH0727  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 LH0727  DYNAMIC HEIGHT  -        717.814 (meters)     2355.03  (feet) COMP
 LH0727  MODELED GRAVITY -    979,963.6   (mgal)                       NAVD 88
 LH0727
 LH0727  VERT ORDER      -  FIRST     CLASS II
 LH0727
 LH0727.The horizontal coordinates were scaled from a map and have
 LH0727.an estimated accuracy of +/- 6 seconds.
 LH0727
 LH0727.The orthometric height was determined by differential leveling and
 LH0727.adjusted by the NATIONAL GEODETIC SURVEY
 LH0727.in June 1991.
 LH0727
 LH0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0727.GEOID18 height accuracy estimate available here.
 LH0727
 LH0727.Click photographs - Photos may exist for this station.
 LH0727
 LH0727.The dynamic height is computed by dividing the NAVD 88
 LH0727.geopotential number by the normal gravity value computed on the
 LH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0727.degrees latitude (g = 980.6199 gals.).
 LH0727
 LH0727.The modeled gravity was interpolated from observed gravity values.
 LH0727
 LH0727;                    North         East    Units  Estimated Accuracy
 LH0727;SPC NE       -    37,940.      509,230.      MT  (+/- 180 meters Scaled)
 LH0727
 LH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240475(NAD 83)
 LH0727
 LH0727                          SUPERSEDED SURVEY CONTROL
 LH0727
 LH0727  NGVD 29 (??/??/92)  717.993  (m)         2355.62   (f) ADJ UNCH    1 2
 LH0727
 LH0727.Superseded values are not recommended for survey control.
 LH0727
 LH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0727.See file dsdata.pdf to determine how the superseded data were derived.
 LH0727
 LH0727_MARKER: DB = BENCH MARK DISK
 LH0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0727_STAMPING: B 25 1933
 LH0727_MARK LOGO: CGS
 LH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0727+STABILITY: SURFACE MOTION
 LH0727
 LH0727  HISTORY     - Date     Condition        Report By
 LH0727  HISTORY     - 1933     MONUMENTED       CGS
 LH0727  HISTORY     - 1941     GOOD             CGS
 LH0727
 LH0727                          STATION DESCRIPTION
 LH0727
 LH0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0727'8.8 MI S FROM ARAPAHOE.
 LH0727'LOCATD 8.8 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0727'AT ARAPAHOE, 33 FT. SOUTH OF CENTER OF SECTION ROAD RUNNING
 LH0727'WEST, 36 FT. NORTHEAST OF NE. CORNER OF SCHOOL HOUSE 37 FT.
 LH0727'WEST OF CENTER OF HIGHWAY.  STANDARD TABLET SET IN TOP OF
 LH0727'CONCRETE POST 4 IN HIGH.
 LH0727
 LH0727                          STATION RECOVERY (1941)
 LH0727
 LH0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0728 ***********************************************************************
 LH0728  DESIGNATION -  B 25 RESET
 LH0728  PID         -  LH0728
 LH0728  STATE/COUNTY-  NE/FURNAS
 LH0728  COUNTRY     -  US
 LH0728  USGS QUAD   -  HENDLEY (2017)
 LH0728
 LH0728                         *CURRENT SURVEY CONTROL
 LH0728  ______________________________________________________________________
 LH0728* NAD 83(1986) POSITION- 40 10 30.     (N) 099 53 32.     (W)   SCALED
 LH0728* NAVD 88 ORTHO HEIGHT -   718.338 (meters)     2356.75  (feet) ADJUSTED
 LH0728  ______________________________________________________________________
 LH0728  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 LH0728  DYNAMIC HEIGHT  -        717.879 (meters)     2355.24  (feet) COMP
 LH0728  MODELED GRAVITY -    979,963.5   (mgal)                       NAVD 88
 LH0728
 LH0728  VERT ORDER      -  FIRST     CLASS II
 LH0728
 LH0728.The horizontal coordinates were scaled from a map and have
 LH0728.an estimated accuracy of +/- 6 seconds.
 LH0728
 LH0728.The orthometric height was determined by differential leveling and
 LH0728.adjusted by the NATIONAL GEODETIC SURVEY
 LH0728.in June 1991.
 LH0728
 LH0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0728.GEOID18 height accuracy estimate available here.
 LH0728
 LH0728.Click photographs - Photos may exist for this station.
 LH0728
 LH0728.The dynamic height is computed by dividing the NAVD 88
 LH0728.geopotential number by the normal gravity value computed on the
 LH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0728.degrees latitude (g = 980.6199 gals.).
 LH0728
 LH0728.The modeled gravity was interpolated from observed gravity values.
 LH0728
 LH0728;                    North         East    Units  Estimated Accuracy
 LH0728;SPC NE       -    37,940.      509,180.      MT  (+/- 180 meters Scaled)
 LH0728
 LH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240475(NAD 83)
 LH0728
 LH0728                          SUPERSEDED SURVEY CONTROL
 LH0728
 LH0728  NGVD 29 (??/??/??)  718.03   (m)         2355.7    (f) RESET       3  
 LH0728  NGVD 29 (02/14/92)  718.054  (m)         2355.82   (f) ADJUSTED    1 2
 LH0728
 LH0728.Superseded values are not recommended for survey control.
 LH0728
 LH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0728.See file dsdata.pdf to determine how the superseded data were derived.
 LH0728
 LH0728_MARKER: DB = BENCH MARK DISK
 LH0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0728_STAMPING: B 25 RESET 1953
 LH0728_MARK LOGO: CGS
 LH0728_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0728+STABILITY: SURFACE MOTION
 LH0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0728+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1998
 LH0728
 LH0728  HISTORY     - Date     Condition        Report By
 LH0728  HISTORY     - 1953     MONUMENTED       NEDR
 LH0728  HISTORY     - 1954     GOOD             CGS
 LH0728  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0728  HISTORY     - 1986     GOOD             NGS
 LH0728  HISTORY     - 19980611 GOOD             NEDR
 LH0728
 LH0728                          STATION DESCRIPTION
 LH0728
 LH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LH0728'8.8 MI S FROM ARAPAHOE.
 LH0728'8.8 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0728'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 29 FEET
 LH0728'NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 33 FEET
 LH0728'SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD LEADING WEST
 LH0728'AND 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LH0728'DISK, STAMPED B 25 RESET 1953 AND SET IN THE TOP OF A CONCRETE
 LH0728'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- SEVERAL PIECES
 LH0728'OF CONCRETE WERE FOUND NEAR LOCATION WHICH SEEMED TO BE PART
 LH0728'OF THE POST.
 LH0728
 LH0728                          STATION RECOVERY (1958)
 LH0728
 LH0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LH0728'MARK NOT FOUND.
 LH0728
 LH0728                          STATION RECOVERY (1986)
 LH0728
 LH0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0728'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.7 KM (9.2
 LH0728'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0728'34 AT ARAPAHOE, 23.9 METERS (78.5 FT) WEST ACROSS THE HIGHWAY FROM
 LH0728'MILEPOST 12, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD,
 LH0728'15.8 METERS (52 FT) WEST OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT)
 LH0728'SOUTH OF THE CENTER OF THE ROAD, 2.9 METERS (9.5 FT) NORTH-NORTHEAST
 LH0728'OF A POWER POLE WITH 2 GUY WIRES.
 LH0728'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0728'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 LH0728
 LH0728                          STATION RECOVERY (1998)
 LH0728
 LH0728'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998
 LH0728'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION.
 LH0728'BENCH MARK B 25 RESET, IN 1998, HAS BEEN ESTABLISHED NEARBY.  FOR
 LH0728'FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9612 ***********************************************************************
 AG9612  DESIGNATION -  B 25 RESET
 AG9612  PID         -  AG9612
 AG9612  STATE/COUNTY-  NE/FURNAS
 AG9612  COUNTRY     -  US
 AG9612  USGS QUAD   -  HENDLEY (2017)
 AG9612
 AG9612                         *CURRENT SURVEY CONTROL
 AG9612  ______________________________________________________________________
 AG9612* NAD 83(1986) POSITION- 40 10 31.73   (N) 099 53 33.80   (W)   HD_HELD1
 AG9612* NAVD 88 ORTHO HEIGHT -   718.15  (meters)     2356.1   (feet) RESET
 AG9612  ______________________________________________________________________
 AG9612  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 AG9612  VERT ORDER      -  THIRD
 AG9612
 AG9612.The horizontal coordinates were determined by differentially corrected
 AG9612.hand held GPS observations or other comparable positioning techniques
 AG9612.and have an estimated accuracy of +/- 3 meters.
 AG9612
 AG9612.The orthometric height was computed from unverified reset data.
 AG9612
 AG9612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9612.GEOID18 height accuracy estimate available here.
 AG9612
 AG9612.Click photographs - Photos may exist for this station.
 AG9612
 AG9612;                    North         East    Units  Estimated Accuracy
 AG9612;SPC NE       -    37,995.9     509,136.7     MT  (+/- 3 meters HH1 GPS) 
 AG9612
 AG9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2399247616(NAD 83)
 AG9612
 AG9612                          SUPERSEDED SURVEY CONTROL
 AG9612
 AG9612.No superseded survey control is available for this station.
 AG9612
 AG9612_MARKER: DD = SURVEY DISK
 AG9612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9612_STAMPING: B 25 RESET 1998
 AG9612_MARK LOGO: NEDR
 AG9612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9612+STABILITY: SURFACE MOTION
 AG9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9612+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9612
 AG9612  HISTORY     - Date     Condition        Report By
 AG9612  HISTORY     - 1998     MONUMENTED       NEDR
 AG9612
 AG9612                          STATION DESCRIPTION
 AG9612
 AG9612'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998
 AG9612'THE MARK IS ABOUT 14.7 KM (9.15 MI) SOUTH OF ARAPAHOE, ON THE WEST
 AG9612'RIGHT-OF-WAY OF U.S.  HIGHWAY 283 AND IN THE SE CORNER, SEC34, T3N,
 AG9612'R23W.  TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 6, 34 AND
 AG9612'283, AT ARAPAHOE, GO SOUTH ON HIGHWAY 283 FOR 14.7 KM (9.15 MI) TO
 AG9612'MILEPOST 12, A DIRT CROSSROAD AND THE MARK IN THE NORTHWEST ANGLE OF
 AG9612'THE INTERSECTION.  IT IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 AG9612'SURVEY DISK, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 182
 AG9612'WEST OF THE CENTERLINE OF THE HIGHWAY, AT STATIONING NUMBER 160+29, 35
 AG9612'FT (10.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD AND 2 FT (0.6 M)
 AG9612'SOUTH OF A UTILITY POLE.  THE ELEVATION OF THIS MARKER IS 2357.38 FT
 AG9612'(718.53 M) ON THE NAVD88.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0231 ***********************************************************************
 LH0231  DESIGNATION -  B 251
 LH0231  PID         -  LH0231
 LH0231  STATE/COUNTY-  NE/WEBSTER
 LH0231  COUNTRY     -  US
 LH0231  USGS QUAD   -  GUIDE ROCK (2017)
 LH0231
 LH0231                         *CURRENT SURVEY CONTROL
 LH0231  ______________________________________________________________________
 LH0231* NAD 83(1986) POSITION- 40 04 17.     (N) 098 20 39.     (W)   SCALED
 LH0231* NAVD 88 ORTHO HEIGHT -   502.260 (meters)     1647.83  (feet) ADJUSTED
 LH0231  ______________________________________________________________________
 LH0231  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 LH0231  DYNAMIC HEIGHT  -        501.962 (meters)     1646.85  (feet) COMP
 LH0231  MODELED GRAVITY -    980,015.5   (mgal)                       NAVD 88
 LH0231
 LH0231  VERT ORDER      -  FIRST     CLASS II
 LH0231
 LH0231.The horizontal coordinates were scaled from a map and have
 LH0231.an estimated accuracy of +/- 6 seconds.
 LH0231
 LH0231.The orthometric height was determined by differential leveling and
 LH0231.adjusted by the NATIONAL GEODETIC SURVEY
 LH0231.in June 1991.
 LH0231
 LH0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0231.GEOID18 height accuracy estimate available here.
 LH0231
 LH0231.Click photographs - Photos may exist for this station.
 LH0231
 LH0231.The dynamic height is computed by dividing the NAVD 88
 LH0231.geopotential number by the normal gravity value computed on the
 LH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0231.degrees latitude (g = 980.6199 gals.).
 LH0231
 LH0231.The modeled gravity was interpolated from observed gravity values.
 LH0231
 LH0231;                    North         East    Units  Estimated Accuracy
 LH0231;SPC NE       -    27,790.      641,240.      MT  (+/- 180 meters Scaled)
 LH0231
 LH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK559358(NAD 83)
 LH0231
 LH0231                          SUPERSEDED SURVEY CONTROL
 LH0231
 LH0231  NGVD 29 (??/??/92)  502.057  (m)         1647.17   (f) ADJ UNCH    1 2
 LH0231
 LH0231.Superseded values are not recommended for survey control.
 LH0231
 LH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0231.See file dsdata.pdf to determine how the superseded data were derived.
 LH0231
 LH0231_MARKER: DB = BENCH MARK DISK
 LH0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0231_SP_SET: UNDERPASS
 LH0231_STAMPING: B 251 1947
 LH0231_MARK LOGO: CGS
 LH0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0231+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 LH0231
 LH0231  HISTORY     - Date     Condition        Report By
 LH0231  HISTORY     - 1947     MONUMENTED       CGS
 LH0231  HISTORY     - 20100126 GOOD             NEGS
 LH0231
 LH0231                          STATION DESCRIPTION
 LH0231
 LH0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0231'0.7 MI W FROM GUIDE ROCK.
 LH0231'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0231'FROM THE STATION AT GUIDE ROCK, SET IN THE EAST END OF THE
 LH0231'NORTH HEADWALL OF A CATTLE UNDERPASS, 10.0 FEET NORTH OF AND
 LH0231'ABOUT 2.0 FEET LOWER THAN THE NORTH RAIL OF THE TRACK, 1.3
 LH0231'FEET WEST OF THE EAST END AND 0.5 FOOT SOUTH OF THE NORTH
 LH0231'SIDE OF THE HEADWALL.
 LH0231
 LH0231                          STATION RECOVERY (2010)
 LH0231
 LH0231'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LH0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0001 ***********************************************************************
 LH0001  DESIGNATION -  B 252
 LH0001  PID         -  LH0001
 LH0001  STATE/COUNTY-  NE/ADAMS
 LH0001  COUNTRY     -  US
 LH0001  USGS QUAD   -  HASTINGS WEST (2017)
 LH0001
 LH0001                         *CURRENT SURVEY CONTROL
 LH0001  ______________________________________________________________________
 LH0001* NAD 83(1986) POSITION- 40 30 35.     (N) 098 25 55.     (W)   SCALED
 LH0001* NAVD 88 ORTHO HEIGHT -   568.102 (meters)     1863.85  (feet) ADJUSTED
 LH0001  ______________________________________________________________________
 LH0001  GEOID HEIGHT    -        -25.371 (meters)                     GEOID18
 LH0001  DYNAMIC HEIGHT  -        567.780 (meters)     1862.79  (feet) COMP
 LH0001  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 LH0001
 LH0001  VERT ORDER      -  FIRST     CLASS II
 LH0001
 LH0001.The horizontal coordinates were scaled from a map and have
 LH0001.an estimated accuracy of +/- 6 seconds.
 LH0001
 LH0001.The orthometric height was determined by differential leveling and
 LH0001.adjusted by the NATIONAL GEODETIC SURVEY
 LH0001.in June 1991.
 LH0001
 LH0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0001.GEOID18 height accuracy estimate available here.
 LH0001
 LH0001.Click photographs - Photos may exist for this station.
 LH0001
 LH0001.The dynamic height is computed by dividing the NAVD 88
 LH0001.geopotential number by the normal gravity value computed on the
 LH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0001.degrees latitude (g = 980.6199 gals.).
 LH0001
 LH0001.The modeled gravity was interpolated from observed gravity values.
 LH0001
 LH0001;                    North         East    Units  Estimated Accuracy
 LH0001;SPC NE       -    76,310.      632,870.      MT  (+/- 180 meters Scaled)
 LH0001
 LH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK481844(NAD 83)
 LH0001
 LH0001                          SUPERSEDED SURVEY CONTROL
 LH0001
 LH0001  NGVD 29 (??/??/92)  567.873  (m)         1863.10   (f) ADJ UNCH    1 2
 LH0001
 LH0001.Superseded values are not recommended for survey control.
 LH0001
 LH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0001.See file dsdata.pdf to determine how the superseded data were derived.
 LH0001
 LH0001_MARKER: DB = BENCH MARK DISK
 LH0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0001_STAMPING: B 252 1947
 LH0001_MARK LOGO: CGS
 LH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0001+STABILITY: SURFACE MOTION
 LH0001
 LH0001  HISTORY     - Date     Condition        Report By
 LH0001  HISTORY     - 1947     MONUMENTED       CGS
 LH0001
 LH0001                          STATION DESCRIPTION
 LH0001
 LH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0001'5.5 MI N FROM AYR.
 LH0001'5.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0001'FROM THE STATION AT AYR, ABOUT 0.2 MILE SOUTH OF MILEPOST 6,
 LH0001'IN THE SOUTHEAST QUARTER OF A ROAD CROSSING, 64.0 FEET SOUTH
 LH0001'OF THE CENTER LINE OF THE ROAD, 42.2 FEET EAST OF THE EAST RAIL
 LH0001'OF THE TRACK, 2.0 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A
 LH0001'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0001'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0759 ***********************************************************************
 MJ0759  DESIGNATION -  B 253
 MJ0759  PID         -  MJ0759
 MJ0759  STATE/COUNTY-  NE/DOUGLAS
 MJ0759  COUNTRY     -  US
 MJ0759  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0759
 MJ0759                         *CURRENT SURVEY CONTROL
 MJ0759  ______________________________________________________________________
 MJ0759* NAD 83(1986) POSITION- 41 22 29.     (N) 095 57 08.     (W)   SCALED
 MJ0759* NAVD 88 ORTHO HEIGHT -   307.538 (meters)     1008.98  (feet) ADJUSTED
 MJ0759  ______________________________________________________________________
 MJ0759  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 MJ0759  DYNAMIC HEIGHT  -        307.401 (meters)     1008.53  (feet) COMP
 MJ0759  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 MJ0759
 MJ0759  VERT ORDER      -  SECOND    CLASS 0
 MJ0759
 MJ0759.The horizontal coordinates were scaled from a map and have
 MJ0759.an estimated accuracy of +/- 6 seconds.
 MJ0759
 MJ0759.The orthometric height was determined by differential leveling and
 MJ0759.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0759.in June 1991.
 MJ0759
 MJ0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0759.GEOID18 height accuracy estimate available here.
 MJ0759
 MJ0759.Click photographs - Photos may exist for this station.
 MJ0759
 MJ0759.The dynamic height is computed by dividing the NAVD 88
 MJ0759.geopotential number by the normal gravity value computed on the
 MJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0759.degrees latitude (g = 980.6199 gals.).
 MJ0759
 MJ0759.The modeled gravity was interpolated from observed gravity values.
 MJ0759
 MJ0759;                    North         East    Units  Estimated Accuracy
 MJ0759;SPC NE       -   179,060.      838,390.      MT  (+/- 180 meters Scaled)
 MJ0759
 MJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF531845(NAD 83)
 MJ0759
 MJ0759                          SUPERSEDED SURVEY CONTROL
 MJ0759
 MJ0759  NGVD 29 (??/??/92)  307.401  (m)         1008.53   (f) ADJ UNCH    2 0
 MJ0759
 MJ0759.Superseded values are not recommended for survey control.
 MJ0759
 MJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0759.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0759
 MJ0759_MARKER: DB = BENCH MARK DISK
 MJ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0759_STAMPING: B 253 1947
 MJ0759_MARK LOGO: CGS
 MJ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0759+STABILITY: SURFACE MOTION
 MJ0759
 MJ0759  HISTORY     - Date     Condition        Report By
 MJ0759  HISTORY     - 1947     MONUMENTED       CGS
 MJ0759  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0759
 MJ0759                          STATION DESCRIPTION
 MJ0759
 MJ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0759'8.9 MI N FROM OMAHA.
 MJ0759'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0759'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0759'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH OF
 MJ0759'FARNAM STREET), THENCE 4.0 MILES NORTH ALONG JOHN H. PERSHING
 MJ0759'DRIVE (ALSO KNOWN AS RIVER DRIVE), THENCE ABOUT 65 YARDS
 MJ0759'NORTHEAST ALONG A GRAVELED ROAD TO THE SITE OF THE MARK.  THE
 MJ0759'MARK IS 59 FEET WEST OF THE WEST CORNER OF A HOUSE, 26 FEET
 MJ0759'SOUTHEAST OF AND 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 MJ0759'ROAD, 25 FEET NORTHWEST OF A 20-INCH BOXELDER TREE, 18 FEET
 MJ0759'SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A 4 X 4 MARKER
 MJ0759'POST, AND 1 FOOT NORTHWEST OF A FENCE.  A BRONZE DISK SET IN
 MJ0759'THE TOP OF A CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE
 MJ0759'SURFACE OF THE GROUND.
 MJ0759
 MJ0759                          STATION RECOVERY (1976)
 MJ0759
 MJ0759'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0759'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0749 ***********************************************************************
 MJ0749  DESIGNATION -  B 254
 MJ0749  PID         -  MJ0749
 MJ0749  STATE/COUNTY-  NE/DOUGLAS
 MJ0749  COUNTRY     -  US
 MJ0749  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0749
 MJ0749                         *CURRENT SURVEY CONTROL
 MJ0749  ______________________________________________________________________
 MJ0749* NAD 83(1986) POSITION- 41 17 57.     (N) 095 58 49.     (W)   SCALED
 MJ0749* NAVD 88 ORTHO HEIGHT -   341.977 (meters)     1121.97  (feet) ADJUSTED
 MJ0749  ______________________________________________________________________
 MJ0749  GEOID HEIGHT    -        -27.681 (meters)                     GEOID18
 MJ0749  DYNAMIC HEIGHT  -        341.830 (meters)     1121.49  (feet) COMP
 MJ0749  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 MJ0749
 MJ0749  VERT ORDER      -  FIRST     CLASS II
 MJ0749
 MJ0749.The horizontal coordinates were scaled from a map and have
 MJ0749.an estimated accuracy of +/- 6 seconds.
 MJ0749
 MJ0749.The orthometric height was determined by differential leveling and
 MJ0749.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0749.in June 1991.
 MJ0749
 MJ0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0749.GEOID18 height accuracy estimate available here.
 MJ0749
 MJ0749.Click photographs - Photos may exist for this station.
 MJ0749
 MJ0749.The dynamic height is computed by dividing the NAVD 88
 MJ0749.geopotential number by the normal gravity value computed on the
 MJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0749.degrees latitude (g = 980.6199 gals.).
 MJ0749
 MJ0749.The modeled gravity was interpolated from observed gravity values.
 MJ0749
 MJ0749;                    North         East    Units  Estimated Accuracy
 MJ0749;SPC NE       -   170,570.      836,430.      MT  (+/- 180 meters Scaled)
 MJ0749
 MJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504762(NAD 83)
 MJ0749
 MJ0749                          SUPERSEDED SURVEY CONTROL
 MJ0749
 MJ0749  NGVD 29 (??/??/92)  341.848  (m)         1121.55   (f) ADJ UNCH    1 2
 MJ0749
 MJ0749.Superseded values are not recommended for survey control.
 MJ0749
 MJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0749.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0749
 MJ0749_MARKER: DB = BENCH MARK DISK
 MJ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0749_STAMPING: B 254 1947
 MJ0749_MARK LOGO: CGS
 MJ0749_PROJECTION: RECESSED 9 CENTIMETERS
 MJ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0749+STABILITY: SURFACE MOTION
 MJ0749
 MJ0749  HISTORY     - Date     Condition        Report By
 MJ0749  HISTORY     - 1947     MONUMENTED       CGS
 MJ0749  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0749
 MJ0749                          STATION DESCRIPTION
 MJ0749
 MJ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0749'AT OMAHA.
 MJ0749'AT OMAHA, IN FONTENNELLE PARK, NEAR THE JUNCTION OF 45TH STREET
 MJ0749'AND AMES STREET, 12.6 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 MJ0749'ALONG THE SOUTH SIDE OF AMES STREET MEASURED FROM A POINT 236.7
 MJ0749'FEET WEST OF THE JUNCTION OF THE SOUTH EDGE OF THE SIDEWALK AND
 MJ0749'FONTENNELLE BOULEVARD, 51.0 FEET WEST OF THE EXTENSION TO THE SOUTH
 MJ0749'OF THE CENTER LINE OF 45TH STREET, 68.1 FEET WEST OF THE WEST ONE
 MJ0749'AND THE SMALLER OF TWO HONEY LOCUST TREES, 5.0 FEET NORTH OF THE
 MJ0749'JUNCTION OF LINES ON TOP OF A CONCRETE REFERENCE BLOCK SET FLUSH
 MJ0749'WITH THE GROUND AND MARKED USBM 5 AND WITH A LINE STENCILED ON TOP
 MJ0749'POINTING TOWARDS THE BENCH MARK, SET IN THE TOP OF A CONCRETE POST
 MJ0749'0.3 FOOT UNDERGROUND.
 MJ0749
 MJ0749                          STATION RECOVERY (1976)
 MJ0749
 MJ0749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0749'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0896 ***********************************************************************
 MJ0896  DESIGNATION -  B 255
 MJ0896  PID         -  MJ0896
 MJ0896  STATE/COUNTY-  NE/DOUGLAS
 MJ0896  COUNTRY     -  US
 MJ0896  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0896
 MJ0896                         *CURRENT SURVEY CONTROL
 MJ0896  ______________________________________________________________________
 MJ0896* NAD 83(1986) POSITION- 41 16 19.     (N) 095 57 46.     (W)   SCALED
 MJ0896* NAVD 88 ORTHO HEIGHT -   355.094 (meters)     1165.00  (feet) ADJUSTED
 MJ0896  ______________________________________________________________________
 MJ0896  GEOID HEIGHT    -        -27.570 (meters)                     GEOID18
 MJ0896  DYNAMIC HEIGHT  -        354.943 (meters)     1164.51  (feet) COMP
 MJ0896  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 MJ0896
 MJ0896  VERT ORDER      -  FIRST     CLASS II
 MJ0896
 MJ0896.The horizontal coordinates were scaled from a map and have
 MJ0896.an estimated accuracy of +/- 6 seconds.
 MJ0896
 MJ0896.The orthometric height was determined by differential leveling and
 MJ0896.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0896.in June 1991.
 MJ0896
 MJ0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0896.GEOID18 height accuracy estimate available here.
 MJ0896
 MJ0896.Click photographs - Photos may exist for this station.
 MJ0896
 MJ0896.The dynamic height is computed by dividing the NAVD 88
 MJ0896.geopotential number by the normal gravity value computed on the
 MJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0896.degrees latitude (g = 980.6199 gals.).
 MJ0896
 MJ0896.The modeled gravity was interpolated from observed gravity values.
 MJ0896
 MJ0896;                    North         East    Units  Estimated Accuracy
 MJ0896;SPC NE       -   167,620.      838,040.      MT  (+/- 180 meters Scaled)
 MJ0896
 MJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF518731(NAD 83)
 MJ0896
 MJ0896                          SUPERSEDED SURVEY CONTROL
 MJ0896
 MJ0896  NGVD 29 (??/??/92)  354.970  (m)         1164.60   (f) ADJ UNCH    1 2
 MJ0896
 MJ0896.Superseded values are not recommended for survey control.
 MJ0896
 MJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0896.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0896
 MJ0896_MARKER: DB = BENCH MARK DISK
 MJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0896_STAMPING: B 255 1947
 MJ0896_MARK LOGO: CGS
 MJ0896_PROJECTION: RECESSED 6 CENTIMETERS
 MJ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0896+STABILITY: SURFACE MOTION
 MJ0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0896+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2011
 MJ0896
 MJ0896  HISTORY     - Date     Condition        Report By
 MJ0896  HISTORY     - 1947     MONUMENTED       CGS
 MJ0896  HISTORY     - 1976     GOOD             LOCSUR
 MJ0896  HISTORY     - 20110303 GOOD             INDIV
 MJ0896
 MJ0896                          STATION DESCRIPTION
 MJ0896
 MJ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0896'AT OMAHA.
 MJ0896'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH
 MJ0896'34TH STREET AND HAMILTON STREET, 23.5 FEET SOUTH OF THE SOUTH
 MJ0896'EDGE OF THE SOUTH CURB OF HAMILTON STREET, 14.9 FEET WEST OF THE
 MJ0896'WEST EDGE OF THE CONCRETE CURB ALONG THE WEST SIDE OF A BRICK
 MJ0896'DRIVE-WAY LEADING SOUTH TO A GARAGE AT THE BACK SIDE OF HOUSE
 MJ0896'NO. 3323 WHICH IS ON THE SOUTH SIDE OF HAMILTON STREET, 10.7
 MJ0896'FEET EAST OF THE EAST EDGE OF THE EAST CURB OF NORTH 34TH STREET,
 MJ0896'3.2 FEET SOUTH OF THE SOUTH EDGE OF A SHORT SECTION OF EAST-WEST
 MJ0896'CONCRETE WALK, 2.8 FEET WEST OF THE WEST SIDE OF A CONCRETE
 MJ0896'RETAINING WALL ALONG THE WEST SIDE OF THE LOT UPON WHICH IS
 MJ0896'LOCATED HOUSE NO. 3323, 2.4 FEET EAST OF THE EAST EDGE OF A
 MJ0896'NORTH-SOUTH CONCRETE WALK, 5.0 FEET NORTH OF THE JUNCTION
 MJ0896'POINT OF TWO LINES MADE ON TOP OF A 1 FOOT REFERENCE BLOCK
 MJ0896'WHICH HAS USBM 5 STENCILED ON TOP AND WHICH IS FLUSH WITH THE
 MJ0896'GROUND, SET IN A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0896
 MJ0896                          STATION RECOVERY (1976)
 MJ0896
 MJ0896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0896'RECOVERED IN GOOD CONDITION.
 MJ0896
 MJ0896                          STATION RECOVERY (2011)
 MJ0896
 MJ0896'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0880 ***********************************************************************
 MJ0880  DESIGNATION -  B 256
 MJ0880  PID         -  MJ0880
 MJ0880  STATE/COUNTY-  NE/CASS
 MJ0880  COUNTRY     -  US
 MJ0880  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0880
 MJ0880                         *CURRENT SURVEY CONTROL
 MJ0880  ______________________________________________________________________
 MJ0880* NAD 83(1986) POSITION- 41 00 27.     (N) 095 52 46.     (W)   SCALED
 MJ0880* NAVD 88 ORTHO HEIGHT -   303.254 (meters)      994.93  (feet) ADJUSTED
 MJ0880  ______________________________________________________________________
 MJ0880  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 MJ0880  DYNAMIC HEIGHT  -        303.126 (meters)      994.51  (feet) COMP
 MJ0880  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 MJ0880
 MJ0880  VERT ORDER      -  SECOND    CLASS 0
 MJ0880
 MJ0880.The horizontal coordinates were scaled from a map and have
 MJ0880.an estimated accuracy of +/- 6 seconds.
 MJ0880
 MJ0880.The orthometric height was determined by differential leveling and
 MJ0880.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0880.in June 1991.
 MJ0880
 MJ0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0880.GEOID18 height accuracy estimate available here.
 MJ0880
 MJ0880.Click photographs - Photos may exist for this station.
 MJ0880
 MJ0880.The dynamic height is computed by dividing the NAVD 88
 MJ0880.geopotential number by the normal gravity value computed on the
 MJ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0880.degrees latitude (g = 980.6199 gals.).
 MJ0880
 MJ0880.The modeled gravity was interpolated from observed gravity values.
 MJ0880
 MJ0880;                    North         East    Units  Estimated Accuracy
 MJ0880;SPC NE       -   138,620.      846,410.      MT  (+/- 180 meters Scaled)
 MJ0880
 MJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF578435(NAD 83)
 MJ0880
 MJ0880                          SUPERSEDED SURVEY CONTROL
 MJ0880
 MJ0880  NGVD 29 (??/??/92)  303.156  (m)          994.60   (f) ADJ UNCH    2 0
 MJ0880
 MJ0880.Superseded values are not recommended for survey control.
 MJ0880
 MJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0880.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0880
 MJ0880_MARKER: DB = BENCH MARK DISK
 MJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0880_STAMPING: B 256 1947
 MJ0880_MARK LOGO: CGS
 MJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0880+STABILITY: SURFACE MOTION
 MJ0880
 MJ0880  HISTORY     - Date     Condition        Report By
 MJ0880  HISTORY     - 1947     MONUMENTED       CGS
 MJ0880
 MJ0880                          STATION DESCRIPTION
 MJ0880
 MJ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0880'0.5 MI SE FROM PLATTSMOUTH.
 MJ0880'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 34 FROM THE COURTHOUSE AT
 MJ0880'PLATTSMOUTH, 40 YARDS NORTHWEST OF THE WEST END OF A CONCRETE
 MJ0880'CULVERT, 46.8 FEET SOUTHWEST OF AND 1.0 FOOT LOWER THAN THE
 MJ0880'CENTER LINE OF THE HIGHWAY, 38.2 FEET EAST OF THE SOUTHEAST
 MJ0880'CORNER OF A HOUSE, 20.0 FEET EAST OF AN 8 INCH COTTONWOOD TREE,
 MJ0880'10.1 FEET SOUTHEAST OF A 24 INCH FORKED COTTONWOOD TREE, AND
 MJ0880'2.0 FEET NORTHEAST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A
 MJ0880'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1070 ***********************************************************************
 LF1070  DESIGNATION -  B 257
 LF1070  PID         -  LF1070
 LF1070  STATE/COUNTY-  NE/CASS
 LF1070  COUNTRY     -  US
 LF1070  USGS QUAD   -  NEHAWKA (2017)
 LF1070
 LF1070                         *CURRENT SURVEY CONTROL
 LF1070  ______________________________________________________________________
 LF1070* NAD 83(1986) POSITION- 40 49 16.     (N) 095 55 51.     (W)   SCALED
 LF1070* NAVD 88 ORTHO HEIGHT -   294.901 (meters)      967.52  (feet) ADJUSTED
 LF1070  ______________________________________________________________________
 LF1070  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 LF1070  DYNAMIC HEIGHT  -        294.763 (meters)      967.07  (feet) COMP
 LF1070  MODELED GRAVITY -    980,150.4   (mgal)                       NAVD 88
 LF1070
 LF1070  VERT ORDER      -  SECOND    CLASS 0
 LF1070
 LF1070.The horizontal coordinates were scaled from a map and have
 LF1070.an estimated accuracy of +/- 6 seconds.
 LF1070
 LF1070.The orthometric height was determined by differential leveling and
 LF1070.adjusted by the NATIONAL GEODETIC SURVEY
 LF1070.in June 1991.
 LF1070
 LF1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1070.GEOID18 height accuracy estimate available here.
 LF1070
 LF1070.Click photographs - Photos may exist for this station.
 LF1070
 LF1070.The dynamic height is computed by dividing the NAVD 88
 LF1070.geopotential number by the normal gravity value computed on the
 LF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1070.degrees latitude (g = 980.6199 gals.).
 LF1070
 LF1070.The modeled gravity was interpolated from observed gravity values.
 LF1070
 LF1070;                    North         East    Units  Estimated Accuracy
 LF1070;SPC NE       -   117,750.      843,060.      MT  (+/- 180 meters Scaled)
 LF1070
 LF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF528230(NAD 83)
 LF1070
 LF1070                          SUPERSEDED SURVEY CONTROL
 LF1070
 LF1070  NGVD 29 (??/??/92)  294.805  (m)          967.21   (f) ADJ UNCH    2 0
 LF1070
 LF1070.Superseded values are not recommended for survey control.
 LF1070
 LF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1070.See file dsdata.pdf to determine how the superseded data were derived.
 LF1070
 LF1070_MARKER: DB = BENCH MARK DISK
 LF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1070_STAMPING: B 257 1947
 LF1070_MARK LOGO: CGS
 LF1070_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1070+STABILITY: SURFACE MOTION
 LF1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1070+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1070
 LF1070  HISTORY     - Date     Condition        Report By
 LF1070  HISTORY     - 1947     MONUMENTED       CGS
 LF1070  HISTORY     - 19970722 GOOD             NEDR
 LF1070  HISTORY     - 20060215 GOOD             NEDR
 LF1070
 LF1070                          STATION DESCRIPTION
 LF1070
 LF1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1070'0.7 MI NW FROM UNION.
 LF1070'0.7 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1070'STATION AT UNION, AT A ROAD CROSSING, 4 POLES NORTHWEST OF
 LF1070'MILEPOST 448, 282.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF1070'RAILWAY BRIDGE (NO. 36), 54.0 FEET EAST OF THE CENTER LINE OF THE
 LF1070'ROAD, 51.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 LF1070'TRACK, 46.0 FEET NORTHWEST OF A TELEGRAPH POLE, 2.0 FEET WEST OF
 LF1070'A 4X4 MARKER POST, 0.5 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A
 LF1070'CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE GROUND.
 LF1070
 LF1070                          STATION RECOVERY (1997)
 LF1070
 LF1070'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LF1070'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE POST OFFICE, IN UNION,
 LF1070'GO WEST ON U.S.  HIGHWAY 34 FOR 0.45 MI (0.72 KM) TO A GRAVELED ROAD
 LF1070'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON WEST 12TH STREET FOR
 LF1070'0.55 MI (0.89 KM) TO A RAILROAD CROSSING, NEHAWKA ROAD LEADING WEST
 LF1070'AND THE BENCH MARK ON THE RIGHT, NORTHEAST OF THE CENTER OF THE
 LF1070'RAILROAD CROSSING, ON RIGHT-OF-WAY AND IN THE NW1/4, SEC23, T10N,
 LF1070'R13E.  THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT IS
 LF1070'RECESSED 21 CM BELOW THE GROUND SURFACE.  IT IS 15.55 M (51.02 FT)
 LF1070'EAST OF THE CENTERLINE OF 12TH STREET, 15.45 M (50.69 FT) NORTH OF THE
 LF1070'CENTERLINE OF THE RAILROAD TRACKS, 19.96 M (65.49 FT) NORTHEAST OF THE
 LF1070'CENTER OF THE CROSSING, 13.87 M (45.51 FT) WEST-NORTHWEST OF A VERY
 LF1070'OLD TELEPHONE LINE POLE, 12.34 M (40.49 FT) SOUTH OF THE EXTENDED
 LF1070'CENTERLINE OF NEHAWKA ROAD, 11.49 M (37.70 FT) NORTH-NORTHEAST OF A
 LF1070'LIGHT POLE, 10.55 M (34.61 FT) SOUTHEAST OF A POWER POLE, WITH A
 LF1070'TRANSFORMER AND NUMBERED J-90, AND 0.62 M (2.03 FT) WEST OF A WITNESS
 LF1070'POST.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.  THE MARK
 LF1070'COULD BE USED FOR SATELLITE OBSERVATIONS, WITH PRE-PLANNING.
 LF1070
 LF1070                          STATION RECOVERY (2006)
 LF1070
 LF1070'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1055 ***********************************************************************
 LF1055  DESIGNATION -  B 258
 LF1055  PID         -  LF1055
 LF1055  STATE/COUNTY-  NE/OTOE
 LF1055  COUNTRY     -  US
 LF1055  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1055
 LF1055                         *CURRENT SURVEY CONTROL
 LF1055  ______________________________________________________________________
 LF1055* NAD 83(1986) POSITION- 40 42 31.17   (N) 095 53 33.60   (W)   HD_HELD1
 LF1055* NAVD 88 ORTHO HEIGHT -   297.407 (meters)      975.74  (feet) ADJUSTED
 LF1055  ______________________________________________________________________
 LF1055  GEOID HEIGHT    -        -28.922 (meters)                     GEOID18
 LF1055  DYNAMIC HEIGHT  -        297.253 (meters)      975.24  (feet) COMP
 LF1055  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 LF1055
 LF1055  VERT ORDER      -  SECOND    CLASS 0
 LF1055
 LF1055.The horizontal coordinates were determined by differentially corrected
 LF1055.hand held GPS observations or other comparable positioning techniques
 LF1055.and have an estimated accuracy of +/- 3 meters.
 LF1055
 LF1055.The orthometric height was determined by differential leveling and
 LF1055.adjusted by the NATIONAL GEODETIC SURVEY
 LF1055.in June 1991.
 LF1055
 LF1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1055.GEOID18 height accuracy estimate available here.
 LF1055
 LF1055.Click photographs - Photos may exist for this station.
 LF1055
 LF1055.The dynamic height is computed by dividing the NAVD 88
 LF1055.geopotential number by the normal gravity value computed on the
 LF1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1055.degrees latitude (g = 980.6199 gals.).
 LF1055
 LF1055.The modeled gravity was interpolated from observed gravity values.
 LF1055
 LF1055;                    North         East    Units  Estimated Accuracy
 LF1055;SPC NE       -   105,426.9     846,872.7     MT  (+/- 3 meters HH1 GPS) 
 LF1055
 LF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5563810441(NAD 83)
 LF1055
 LF1055                          SUPERSEDED SURVEY CONTROL
 LF1055
 LF1055  NGVD 29 (??/??/92)  297.291  (m)          975.36   (f) ADJ UNCH    2 0
 LF1055
 LF1055.Superseded values are not recommended for survey control.
 LF1055
 LF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1055.See file dsdata.pdf to determine how the superseded data were derived.
 LF1055
 LF1055_STAMPING: B 258 1947
 LF1055_MARK LOGO: CGS
 LF1055
 LF1055  HISTORY     - Date     Condition        Report By
 LF1055  HISTORY     - 1947     MONUMENTED       CGS
 LF1055  HISTORY     - 1977     GOOD             LOCSUR
 LF1055  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1055  HISTORY     - 20200922 MARK NOT FOUND   NEGS
 LF1055
 LF1055                          STATION DESCRIPTION
 LF1055
 LF1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1055'4.8 MI N FROM NEBRASKA CITY.
 LF1055'3.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 73-75 FROM THE COURTHOUSE
 LF1055'AT NEBRASKA CITY, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD,
 LF1055'8.5 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 LF1055'SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE
 LF1055'BRIDGE.
 LF1055
 LF1055                          STATION RECOVERY (1977)
 LF1055
 LF1055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1055'RECOVERED IN GOOD CONDITION.
 LF1055
 LF1055                          STATION RECOVERY (2006)
 LF1055
 LF1055'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1055'MARK NOT FOUND.
 LF1055
 LF1055                          STATION RECOVERY (2020)
 LF1055
 LF1055'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1055'SEARCHED FOR.  NOT FOUND.  A NEW BRIDGE IS NOW IN THE LOCATION OF THE
 LF1055'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0730 ***********************************************************************
 LF0730  DESIGNATION -  B 260
 LF0730  PID         -  LF0730
 LF0730  STATE/COUNTY-  NE/NEMAHA
 LF0730  COUNTRY     -  US
 LF0730  USGS QUAD   -  PERU (2017)
 LF0730
 LF0730                         *CURRENT SURVEY CONTROL
 LF0730  ______________________________________________________________________
 LF0730* NAD 83(1986) POSITION- 40 23 33.4    (N) 095 42 56.4    (W)   HD_HELD2
 LF0730* NAVD 88 ORTHO HEIGHT -   333.107 (meters)     1092.87  (feet) ADJUSTED
 LF0730  ______________________________________________________________________
 LF0730  GEOID HEIGHT    -        -29.900 (meters)                     GEOID18
 LF0730  DYNAMIC HEIGHT  -        332.930 (meters)     1092.29  (feet) COMP
 LF0730  MODELED GRAVITY -    980,084.5   (mgal)                       NAVD 88
 LF0730
 LF0730  VERT ORDER      -  SECOND    CLASS 0
 LF0730
 LF0730.The horizontal coordinates were established by autonomous hand held GPS
 LF0730.observations and have an estimated accuracy of +/- 10 meters.
 LF0730
 LF0730.The orthometric height was determined by differential leveling and
 LF0730.adjusted by the NATIONAL GEODETIC SURVEY
 LF0730.in June 1991.
 LF0730
 LF0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0730.GEOID18 height accuracy estimate available here.
 LF0730
 LF0730.Click photographs - Photos may exist for this station.
 LF0730
 LF0730.The dynamic height is computed by dividing the NAVD 88
 LF0730.geopotential number by the normal gravity value computed on the
 LF0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0730.degrees latitude (g = 980.6199 gals.).
 LF0730
 LF0730.The modeled gravity was interpolated from observed gravity values.
 LF0730
 LF0730;                    North         East    Units  Estimated Accuracy
 LF0730;SPC NE       -    71,107.      863,547.      MT  (+/- 10 meters HH2 GPS)
 LF0730
 LF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6951074875(NAD 83)
 LF0730
 LF0730                          SUPERSEDED SURVEY CONTROL
 LF0730
 LF0730  NGVD 29 (??/??/92)  333.027  (m)         1092.61   (f) ADJ UNCH    2 0
 LF0730
 LF0730.Superseded values are not recommended for survey control.
 LF0730
 LF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0730.See file dsdata.pdf to determine how the superseded data were derived.
 LF0730
 LF0730_MARKER: DB = BENCH MARK DISK
 LF0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0730_SP_SET: BUILDING
 LF0730_STAMPING: B 260 1947
 LF0730_MARK LOGO: CGS
 LF0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0730+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2009
 LF0730
 LF0730  HISTORY     - Date     Condition        Report By
 LF0730  HISTORY     - 1947     MONUMENTED       CGS
 LF0730  HISTORY     - 1974     GOOD             NGS
 LF0730  HISTORY     - 20090629 GOOD             GEOCAC
 LF0730
 LF0730                          STATION DESCRIPTION
 LF0730
 LF0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0730'3.5 MI W FROM BROWNVILLE.
 LF0730'3.5 MILES WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST END
 LF0730'OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE
 LF0730'LOCUST GROVE SCHOOL, 66.5 FEET SOUTH OF THE CENTER OF THE
 LF0730'HIGHWAY, 4.5 FEET ABOVE THE GROUND, 2.1 FEET BELOW THE BOTTOM
 LF0730'OF THE CORNER STONE, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF
 LF0730'THE BUILDING, SET VERTICALLY IN THE NORTH WALL OF THE SCHOOL
 LF0730'BUILDING.
 LF0730
 LF0730                          STATION RECOVERY (1974)
 LF0730
 LF0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0730'RECOVERED IN GOOD CONDITION.
 LF0730
 LF0730                          STATION RECOVERY (2009)
 LF0730
 LF0730'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0851 ***********************************************************************
 NM0851  DESIGNATION -  B 261
 NM0851  PID         -  NM0851
 NM0851  STATE/COUNTY-  NE/DIXON
 NM0851  COUNTRY     -  US
 NM0851  USGS QUAD   -  PONCA (2017)
 NM0851
 NM0851                         *CURRENT SURVEY CONTROL
 NM0851  ______________________________________________________________________
 NM0851* NAD 83(1986) POSITION- 42 36 14.     (N) 096 42 52.     (W)   SCALED
 NM0851* NAVD 88 ORTHO HEIGHT -   343.452 (meters)     1126.81  (feet) ADJUSTED
 NM0851  ______________________________________________________________________
 NM0851  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 NM0851  DYNAMIC HEIGHT  -        343.346 (meters)     1126.46  (feet) COMP
 NM0851  MODELED GRAVITY -    980,303.3   (mgal)                       NAVD 88
 NM0851
 NM0851  VERT ORDER      -  SECOND    CLASS 0
 NM0851
 NM0851.The horizontal coordinates were scaled from a map and have
 NM0851.an estimated accuracy of +/- 6 seconds.
 NM0851
 NM0851.The orthometric height was determined by differential leveling and
 NM0851.adjusted by the NATIONAL GEODETIC SURVEY
 NM0851.in June 1991.
 NM0851
 NM0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0851.GEOID18 height accuracy estimate available here.
 NM0851
 NM0851.Click photographs - Photos may exist for this station.
 NM0851
 NM0851.The dynamic height is computed by dividing the NAVD 88
 NM0851.geopotential number by the normal gravity value computed on the
 NM0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0851.degrees latitude (g = 980.6199 gals.).
 NM0851
 NM0851.The modeled gravity was interpolated from observed gravity values.
 NM0851
 NM0851;                    North         East    Units  Estimated Accuracy
 NM0851;SPC NE       -   312,740.      769,520.      MT  (+/- 180 meters Scaled)
 NM0851
 NM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN874193(NAD 83)
 NM0851
 NM0851                          SUPERSEDED SURVEY CONTROL
 NM0851
 NM0851  NGVD 29 (??/??/92)  343.276  (m)         1126.23   (f) ADJ UNCH    2 0
 NM0851
 NM0851.Superseded values are not recommended for survey control.
 NM0851
 NM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0851.See file dsdata.pdf to determine how the superseded data were derived.
 NM0851
 NM0851_MARKER: DB = BENCH MARK DISK
 NM0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0851_STAMPING: B 261 1948
 NM0851_MARK LOGO: CGS
 NM0851_PROJECTION: PROJECTING
 NM0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0851+STABILITY: SURFACE MOTION
 NM0851
 NM0851  HISTORY     - Date     Condition        Report By
 NM0851  HISTORY     - 1948     MONUMENTED       CGS
 NM0851
 NM0851                          STATION DESCRIPTION
 NM0851
 NM0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0851'2.8 MI N FROM PONCA.
 NM0851'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0851'CORNER OF THE CITY PARK AT PONCA, ON THE WEST BANK OF THE
 NM0851'MISSOURI RIVER, ABOUT 100.0 FEET NORTHWEST OF THE CONCRETE BASE
 NM0851'OF THE NORTHERN NATURAL GAS COMPANY SUSPENSION BRIDGE, 20.0 FEET
 NM0851'WEST OF THE CENTER LINE OF THE ROAD, 6.4 FEET EAST OF THE
 NM0851'NORTHEAST CORNER OF THE STONE BASE OF THE DRINKING FOUNTAIN, 1.2
 NM0851'FEET EAST OF A LOG GUARD FENCE, 1.6 FEET SOUTH OF A REFERENCE
 NM0851'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0851'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0663 ***********************************************************************
 NM0663  CBN         -  This is a Cooperative Base Network Control Station.
 NM0663  DESIGNATION -  B 262
 NM0663  PID         -  NM0663
 NM0663  STATE/COUNTY-  NE/DAKOTA
 NM0663  COUNTRY     -  US
 NM0663  USGS QUAD   -  JACKSON (2017)
 NM0663
 NM0663                         *CURRENT SURVEY CONTROL
 NM0663  ______________________________________________________________________
 NM0663* NAD 83(2011) POSITION- 42 28 15.93432(N) 096 34 18.66614(W)   ADJUSTED
 NM0663* NAD 83(2011) ELLIP HT-   368.330 (meters)        (06/27/12)   ADJUSTED
 NM0663* NAD 83(2011) EPOCH   -  2010.00
 NM0663* NAVD 88 ORTHO HEIGHT -   394.155 (meters)     1293.16  (feet) ADJUSTED
 NM0663  ______________________________________________________________________
 NM0663  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 NM0663  NAD 83(2011) X  -   -539,295.309 (meters)                     COMP
 NM0663  NAD 83(2011) Y  - -4,681,134.262 (meters)                     COMP
 NM0663  NAD 83(2011) Z  -  4,284,595.427 (meters)                     COMP
 NM0663  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 NM0663  DYNAMIC HEIGHT  -        394.030 (meters)     1292.75  (feet) COMP
 NM0663  MODELED GRAVITY -    980,291.7   (mgal)                       NAVD 88
 NM0663
 NM0663  VERT ORDER      -  SECOND    CLASS 0
 NM0663
 NM0663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM0663  Standards:
 NM0663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM0663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM0663  -------------------------------------------------------------------
 NM0663  NETWORK    0.35   0.88           0.16   0.12   0.45     -0.00427714
 NM0663  -------------------------------------------------------------------
 NM0663  Click here for local accuracies and other accuracy information.
 NM0663
 NM0663.The horizontal coordinates were established by GPS observations
 NM0663.and adjusted by the National Geodetic Survey in June 2012.
 NM0663
 NM0663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM0663.been affixed to the stable North American tectonic plate. See 
 NM0663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM0663
 NM0663.The horizontal coordinates are valid at the epoch date displayed above
 NM0663.which is a decimal equivalence of Year/Month/Day.
 NM0663
 NM0663.The orthometric height was determined by differential leveling and
 NM0663.adjusted by the NATIONAL GEODETIC SURVEY
 NM0663.in June 1991.
 NM0663
 NM0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0663.GEOID18 height accuracy estimate available here.
 NM0663
 NM0663.Click photographs - Photos may exist for this station.
 NM0663
 NM0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0663
 NM0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0663
 NM0663.The ellipsoidal height was determined by GPS observations
 NM0663.and is referenced to NAD 83.
 NM0663
 NM0663.The dynamic height is computed by dividing the NAVD 88
 NM0663.geopotential number by the normal gravity value computed on the
 NM0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0663.degrees latitude (g = 980.6199 gals.).
 NM0663
 NM0663.The modeled gravity was interpolated from observed gravity values.
 NM0663
 NM0663. The following values were computed from the NAD 83(2011) position.
 NM0663
 NM0663;                    North         East     Units Scale Factor Converg.
 NM0663;SPC NE       -   298,459.838   781,790.112   MT  0.99980065   +2 16 18.6
 NM0663;SPC NE       -   979,196.99  2,564,923.06   sFT  0.99980065   +2 16 18.6
 NM0663;UTM  14      - 4,704,940.102   699,608.800   MT  1.00009024   +1 38 24.3
 NM0663
 NM0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0663!SPC NE       -   0.99994224  x   0.99980065  =   0.99974290
 NM0663!UTM  14      -   0.99994224  x   1.00009024  =   1.00003247
 NM0663
 NM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9960804940(NAD 83)
 NM0663
 NM0663                          SUPERSEDED SURVEY CONTROL
 NM0663
 NM0663  NAD 83(2007)-  42 28 15.93430(N)    096 34 18.66691(W) AD(2002.00) 0
 NM0663  ELLIP H (02/10/07)  368.356  (m)                       GP(2002.00)    
 NM0663  ELLIP H (07/10/01)  368.328  (m)                       GP(       ) 4 1
 NM0663  NAD 83(1995)-  42 28 15.93420(N)    096 34 18.66668(W) AD(       ) B
 NM0663  ELLIP H (06/25/96)  368.389  (m)                       GP(       ) 1 1
 NM0663  NAVD 88             394.16   (m)         1293.2    (f) LEVELING    3  
 NM0663  NGVD 29 (??/??/92)  393.987  (m)         1292.61   (f) ADJ UNCH    2 0
 NM0663
 NM0663.Superseded values are not recommended for survey control.
 NM0663
 NM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0663.See file dsdata.pdf to determine how the superseded data were derived.
 NM0663
 NM0663_MARKER: DB = BENCH MARK DISK
 NM0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0663_STAMPING: B 262 1948
 NM0663_MARK LOGO: CGS
 NM0663_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0663+STABILITY: SURFACE MOTION
 NM0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0663+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0663
 NM0663  HISTORY     - Date     Condition        Report By
 NM0663  HISTORY     - 1948     MONUMENTED       CGS
 NM0663  HISTORY     - 19950623 GOOD             NGS
 NM0663  HISTORY     - 19960611 GOOD             NGS
 NM0663  HISTORY     - 19970113 GOOD             NGS
 NM0663  HISTORY     - 20000613 GOOD             NEDR
 NM0663  HISTORY     - 20010327 GOOD             NEDR
 NM0663  HISTORY     - 20030205 GOOD             NEDR
 NM0663  HISTORY     - 20200924 GOOD             NEGS
 NM0663
 NM0663                          STATION DESCRIPTION
 NM0663
 NM0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0663'2.2 MI NW FROM JACKSON.
 NM0663'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE
 NM0663'AT JACKSON, THENCE 1.3 MILES NORTH ALONG A DIRT ROAD, THENCE
 NM0663'0.7 MILE WEST ALONG A DIRT ROAD, 3.45 MILES EAST OF THE JUNCTION
 NM0663'OF STATE HIGHWAY NO. 12 AND U.S. HIGHWAY NO. 20 AT WILLIS,
 NM0663'1.0 MILE EAST OF BENCH MARK A 262, 0.2 MILE EAST OF A ROAD
 NM0663'CROSSING, AT THE SUMMIT OF A HILL, ON THE OUTSIDE OF A CURVE
 NM0663'WITH TANGENTS LEADING WEST AND SOUTHEAST, 25.0 FEET NORTH OF
 NM0663'THE CENTER LINE OF THE ROAD, 10.0 FEET SOUTH OF A FENCE, 1.6
 NM0663'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0663'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0663
 NM0663                          STATION RECOVERY (1995)
 NM0663
 NM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM0663'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF THE JUNCTION OF U.S.
 NM0663'HIGHWAY 20 AND STATE HIGHWAY 12, 1.75 MI (2.82 KM) NORTH OF U.S.
 NM0663'HIGHWAY 20 AND JACKSON, ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY
 NM0663'ROAD, 0.25 MI (0.40 KM) WEST OF THE SAINT JOHN CEMETERY AND IN THE
 NM0663'SE1/4, SEC23, T29N, R7E.  TO REACH THE MARK FROM THE SAINT PATRICKS
 NM0663'CATHOLIC CHURCH AT THE INTERSECTION OF EAST ELK STREET, WHICH IS ALSO
 NM0663'U.S. HIGHWAY 20, AND NORTH JOHN STREET IN JACKSON, GO NORTH ON NORTH
 NM0663'JOHN STREET FOR 0.1 MI (0.2 KM) TO THE END OF PAVEMENT.  CONTINUE
 NM0663'NORTHERLY ON A GRAVELED ROAD, L AVENUE, FOR 1.2 MI (1.9 KM) TO A
 NM0663'GRAVELED SIDE ROAD, MOODY ROAD, ON THE LEFT.  TURN LEFT AND GO
 NM0663'WESTERLY ON MOODY ROAD FOR 0.7 MI (1.1 KM) TO THE TOP OF A HILL AND
 NM0663'THE MARK ON THE LEFT, ACROSS THE ROAD AND EAST OF A FIELD ENTRANCE.
 NM0663'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 NM0663'PROJECTS ABOUT 0.6 FT (18.3 CM) ABOVE THE GROUND.  IT IS 118.3 FT
 NM0663'(36.1 M) NORTHWEST OF A GUYED UTILITY POLE, 177.5 FT (54.1 M) EAST OF
 NM0663'THE PROJECTED CENTERLINE OF THE FIELD ENTRANCE ON THE SOUTH SIDE OF
 NM0663'THE ROAD, 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF THE ROAD, 2.8 FT
 NM0663'(0.9 M) WEST-NORTHWEST OF A WITNESS POST, 2.0 FT (0.6 M) SOUTH OF THE
 NM0663'NORTH RIGHT-OF-WAY FENCE AND ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD.
 NM0663
 NM0663                          STATION RECOVERY (1996)
 NM0663
 NM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (1997)
 NM0663
 NM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2000)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2001)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2003)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 NM0663'MARK IS ON THE RIGHT, NOT THE LEFT, AS ONE APPROACHES IT DRIVING WEST
 NM0663'ON MOODY ROAD AT TOP OF THE HILL.
 NM0663
 NM0663                          STATION RECOVERY (2020)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0663'TO REACH FROM THE INTERSECTION OF U.S. 20 AND N. JOHN STREET IN
 NM0663'JACKSON, NE. GO NORTH ON N. JOHN STREET (L AVE) FOR 1.3 MI (2.1 KM) TO
 NM0663'THE INTERSECTION OF L AVENUE AND MOODY ROAD.  TURN LEFT (WNW) AND GO
 NM0663'0.7 MI (1.1 KM) ON MOODY ROAD TO THE MARK ON THE RIGHT (NORTH).  THE
 NM0663'MARK IS 3.0 FT (0.9 M) EAST TO WITNESS POST, 5.7 FT (1.7 M) NORTH OF A
 NM0663'FENCE LINE, 21.76 FT (6.6 M) SOUTHWEST TO NAIL IN A DISK IN THE TOP OF
 NM0663'A FENCE POST, 32.48 FT (9.9 M) EAST TO NAIL IN A DISK IN THE TOP OF A
 NM0663'FENCE POST, 42.0 FT (12.8 M) NORTH OF THE CENTERLINE OF MOODY ROAD AND
 NM0663'45.85 FT (14.0 M) WEST TO NAIL IN A DISK IN THE TOP OF A FENCE POST.
 NM0663'HEIGHT OF MARK NOT RECORDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1006 ***********************************************************************
 LF1006  DESIGNATION -  B 263
 LF1006  PID         -  LF1006
 LF1006  STATE/COUNTY-  NE/NEMAHA
 LF1006  COUNTRY     -  US
 LF1006  USGS QUAD   -  HAMBURG (2018)
 LF1006
 LF1006                         *CURRENT SURVEY CONTROL
 LF1006  ______________________________________________________________________
 LF1006* NAD 83(2011) POSITION- 40 32 42.15444(N) 095 41 46.97113(W)   ADJUSTED
 LF1006* NAD 83(2011) ELLIP HT-   245.750 (meters)        (06/27/12)   ADJUSTED
 LF1006* NAD 83(2011) EPOCH   -  2010.00
 LF1006* NAVD 88 ORTHO HEIGHT -   275.740 (meters)      904.66  (feet) ADJUSTED
 LF1006  ______________________________________________________________________
 LF1006  GEOID HEIGHT    -        -29.950 (meters)                     GEOID18
 LF1006  NAD 83(2011) X  -   -481,770.338 (meters)                     COMP
 LF1006  NAD 83(2011) Y  - -4,829,803.250 (meters)                     COMP
 LF1006  NAD 83(2011) Z  -  4,124,321.740 (meters)                     COMP
 LF1006  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 LF1006  DYNAMIC HEIGHT  -        275.594 (meters)      904.18  (feet) COMP
 LF1006  MODELED GRAVITY -    980,089.4   (mgal)                       NAVD 88
 LF1006
 LF1006  VERT ORDER      -  SECOND    CLASS 0
 LF1006
 LF1006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1006  Standards:
 LF1006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1006  -------------------------------------------------------------------
 LF1006  NETWORK    0.60   1.20           0.27   0.21   0.61      0.06671823
 LF1006  -------------------------------------------------------------------
 LF1006  Click here for local accuracies and other accuracy information.
 LF1006
 LF1006.The horizontal coordinates were established by GPS observations
 LF1006.and adjusted by the National Geodetic Survey in June 2012.
 LF1006
 LF1006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1006.been affixed to the stable North American tectonic plate. See 
 LF1006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1006
 LF1006.The horizontal coordinates are valid at the epoch date displayed above
 LF1006.which is a decimal equivalence of Year/Month/Day.
 LF1006
 LF1006.The orthometric height was determined by differential leveling and
 LF1006.adjusted by the NATIONAL GEODETIC SURVEY
 LF1006.in June 1991.
 LF1006
 LF1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1006.GEOID18 height accuracy estimate available here.
 LF1006
 LF1006.Click photographs - Photos may exist for this station.
 LF1006
 LF1006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1006
 LF1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1006
 LF1006.The ellipsoidal height was determined by GPS observations
 LF1006.and is referenced to NAD 83.
 LF1006
 LF1006.The dynamic height is computed by dividing the NAVD 88
 LF1006.geopotential number by the normal gravity value computed on the
 LF1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1006.degrees latitude (g = 980.6199 gals.).
 LF1006
 LF1006.The modeled gravity was interpolated from observed gravity values.
 LF1006
 LF1006. The following values were computed from the NAD 83(2011) position.
 LF1006
 LF1006;                    North         East     Units Scale Factor Converg.
 LF1006;SPC NE       -    88,090.855   864,339.903   MT  0.99979795   +2 51 07.2
 LF1006;SPC NE       -   289,011.41  2,835,755.17   sFT  0.99979795   +2 51 07.2
 LF1006;UTM  15      - 4,491,748.476   271,664.913   MT  1.00024180   -1 45 12.7
 LF1006
 LF1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1006!SPC NE       -   0.99996145  x   0.99979795  =   0.99975941
 LF1006!UTM  15      -   0.99996145  x   1.00024180  =   1.00020324
 LF1006
 LF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7166491748(NAD 83)
 LF1006
 LF1006                          SUPERSEDED SURVEY CONTROL
 LF1006
 LF1006  NAD 83(2007)-  40 32 42.15449(N)    095 41 46.97186(W) AD(2002.00) 1
 LF1006  ELLIP H (04/14/09)  245.764  (m)                       GP(2002.00) 3 1
 LF1006  NAVD 88             275.74   (m)          904.7    (f) LEVELING    3  
 LF1006  NGVD 29 (??/??/92)  275.643  (m)          904.34   (f) ADJ UNCH    2 0
 LF1006
 LF1006.Superseded values are not recommended for survey control.
 LF1006
 LF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1006.See file dsdata.pdf to determine how the superseded data were derived.
 LF1006
 LF1006_MARKER: DB = BENCH MARK DISK
 LF1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1006_STAMPING: B 263 1948
 LF1006_MARK LOGO: CGS
 LF1006_PROJECTION: PROJECTING 8 CENTIMETERS
 LF1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1006+STABILITY: SURFACE MOTION
 LF1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1006+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 LF1006
 LF1006  HISTORY     - Date     Condition        Report By
 LF1006  HISTORY     - 1948     MONUMENTED       CGS
 LF1006  HISTORY     - 1961     GOOD             CGS
 LF1006  HISTORY     - 2008     GOOD             MODNR
 LF1006  HISTORY     - 20101006 GOOD             EISENB
 LF1006
 LF1006                          STATION DESCRIPTION
 LF1006
 LF1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1006'8.6 MI W FROM WATSON.
 LF1006'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1006'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1006'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1006'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE 0.9
 LF1006'MILE WEST ALONG A DIRT ROAD, AT A POINT WHERE THE ROAD FROM
 LF1006'THE ESAT MAKES A TURN TO THE NORTH AND THE JUNCTION OF A FARM
 LF1006'ROAD LEADING SOUTH, 41.0 FEET SOUTH OF THE CENTER LINE OF THE
 LF1006'ROAD LEADING EAST, 40.0 FEET EAST OF THE CENTER LINE OF THE
 LF1006'FARM ROAD LEADING SOUTH (NEBRASKA- MISSOURI STATE LINE ROAD),
 LF1006'0.8 FOOT NORTHWEST OF A FENCE LINE, 1.0 FOOT NORTH OF A 4 X 4
 LF1006'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1006'0.3 FOOT ABOVE THE GROUND.  MARK IS 0.3 MILE EAST AND 0.3 MILE
 LF1006'SOUTH OF K 211.  NOTE-- THE WITNESS POST IS GONE.
 LF1006
 LF1006                          STATION RECOVERY (1961)
 LF1006
 LF1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1006'RECOVERED IN GOOD CONDITION.
 LF1006
 LF1006                          STATION RECOVERY (2008)
 LF1006
 LF1006'RECOVERY NOTE BY MO DEPT OF NAT RES 2008 (MJC)
 LF1006'THE STATION IS LOCATED IN T66N R42W, PART OF SECTION 8. ABOUT 4.6 MI
 LF1006'(7.4 KM) SOUTHWEST OF HAMBURG, IA AND 6.5 MI (10.5 KM) NORTHWEST OF
 LF1006'WATSON, MO.  IT IS 44 FT (13.4 M) EAST OF THE CENTER OF 125TH STREET,
 LF1006'40.5 FT (12.3 M) SOUTH OF THE CENTER OF 739A ROAD, 71.4 FT (21.8 M)
 LF1006'SOUTHWEST OF A NAIL AND SHINER IN A UTILITY POLE AND 2.0 FT (0.6 M)
 LF1006'NORTHWEST OF A CARSONITE WITNESS POST.
 LF1006'
 LF1006'TO REACH THE STATION FROM THE OVERPASS INTERSECTION OF U.S. HIGHWAY 29
 LF1006'AND MISSOURI ROUTE V - MAIN STREET, IN HAMBURG, IA.  GO SOUTHERLY ON
 LF1006'ROUTE V FOR 2.1 MI (3.4 KM) TO THE T-JUNCTION WITH 270TH AVENUE.  TURN
 LF1006'LEFT ON 270TH AVENUE AND GO SOUTH FOR 0.6 MI (1.0 KM) TO THE
 LF1006'MISSOURI/NEBRASKA STATE LINE AND CONTINUE SOUTH ON 647A AVENUE FOR 1.2
 LF1006'MI (1.9 KM) TO THE JUNCTION WITH 739A ROAD.  TURN RIGHT ON 739A ROAD
 LF1006'AND GO WEST FOR 0.9 MI (1.4 KM) TO Y-JUNCTION WITH 125TH STREET AND
 LF1006'THE STATION ON THE LEFT AS DESCRIBED.
 LF1006
 LF1006                          STATION RECOVERY (2010)
 LF1006
 LF1006'RECOVERY NOTE BY EISENBRAUN AND ASSOCIATES INC 2010 (BDG)
 LF1006'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0096 ***********************************************************************
 MM0096  DESIGNATION -  B 264
 MM0096  PID         -  MM0096
 MM0096  STATE/COUNTY-  NE/LINCOLN
 MM0096  COUNTRY     -  US
 MM0096  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0096
 MM0096                         *CURRENT SURVEY CONTROL
 MM0096  ______________________________________________________________________
 MM0096* NAD 83(1986) POSITION- 41 07 58.     (N) 100 41 53.     (W)   SCALED
 MM0096* NAVD 88 ORTHO HEIGHT -   848.081 (meters)     2782.41  (feet) ADJUSTED
 MM0096  ______________________________________________________________________
 MM0096  GEOID HEIGHT    -        -22.250 (meters)                     GEOID18
 MM0096  DYNAMIC HEIGHT  -        847.587 (meters)     2780.79  (feet) COMP
 MM0096  MODELED GRAVITY -    980,012.3   (mgal)                       NAVD 88
 MM0096
 MM0096  VERT ORDER      -  FIRST     CLASS II
 MM0096
 MM0096.This mark is at North Platte Regional Airport (LBF)
 MM0096
 MM0096.The horizontal coordinates were scaled from a map and have
 MM0096.an estimated accuracy of +/- 6 seconds.
 MM0096
 MM0096.The orthometric height was determined by differential leveling and
 MM0096.adjusted by the NATIONAL GEODETIC SURVEY
 MM0096.in June 1994.
 MM0096
 MM0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0096.GEOID18 height accuracy estimate available here.
 MM0096
 MM0096.Click photographs - Photos may exist for this station.
 MM0096
 MM0096.The dynamic height is computed by dividing the NAVD 88
 MM0096.geopotential number by the normal gravity value computed on the
 MM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0096.degrees latitude (g = 980.6199 gals.).
 MM0096
 MM0096.The modeled gravity was interpolated from observed gravity values.
 MM0096
 MM0096;                    North         East    Units  Estimated Accuracy
 MM0096;SPC NE       -   144,510.      441,410.      MT  (+/- 180 meters Scaled)
 MM0096
 MM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL574548(NAD 83)
 MM0096
 MM0096                          SUPERSEDED SURVEY CONTROL
 MM0096
 MM0096  NAVD 88 (06/15/91)  848.084  (m)         2782.42   (f) SUPERSEDED  1 2
 MM0096  NGVD 29 (02/14/92)  847.736  (m)         2781.28   (f) ADJUSTED    1 2
 MM0096  NGVD 29 (??/??/87)  847.747  (m)         2781.32   (f) SUPERSEDED  1 2
 MM0096
 MM0096.Superseded values are not recommended for survey control.
 MM0096
 MM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0096.See file dsdata.pdf to determine how the superseded data were derived.
 MM0096
 MM0096_MARKER: DB = BENCH MARK DISK
 MM0096_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0096_SP_SET: BUILDING
 MM0096_STAMPING: B 264 1963
 MM0096_MARK LOGO: CGS
 MM0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0096+STABILITY: POSITION/ELEVATION WELL
 MM0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0096+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 MM0096
 MM0096  HISTORY     - Date     Condition        Report By
 MM0096  HISTORY     - 1963     MONUMENTED       CGS
 MM0096  HISTORY     - 1967     GOOD             CGS
 MM0096  HISTORY     - 1986     GOOD             NGS
 MM0096  HISTORY     - 19991015 GOOD             NGS
 MM0096
 MM0096                          STATION DESCRIPTION
 MM0096
 MM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MM0096'3 MI E FROM NORTH PLATTE.
 MM0096'LOCATED AT THE NORTH PLATTE MUNICIPAL AIRPORT, IN THE NORTH FACE
 MM0096'OF THE TERMINAL BUILDING, 18 FEET WEST OF THE NORTH ENTRANCE,
 MM0096'2 FEET WEST OF THE CORNER IN THE BUILDING, AND SET VERTICALLY
 MM0096'ABOUT 3 FEET ABOVE THE GROUND LEVEL.  NOTE-- A DECORATIVE BLOCK
 MM0096'WALL HAS BEEN ERECTED IN FRONT OF THE TERMINAL BUILDING AND
 MM0096'APPROXIMATELY 3 FEET IN FRONT OF THE OLD WALL.  THE MARK CAN
 MM0096'BE REACHED BY GOING THROUGH THE BOILER ROOM AND CAN BE SIGHTED
 MM0096'ON THROUGH OPENINGS IN THE NEW WALL.
 MM0096
 MM0096                          STATION RECOVERY (1967)
 MM0096
 MM0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MM0096'RECOVERED IN GOOD CONDITION.
 MM0096
 MM0096                          STATION RECOVERY (1986)
 MM0096
 MM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0096'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE.
 MM0096
 MM0096                          STATION RECOVERY (1999)
 MM0096
 MM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 MM0096'STATION IS NOW ACCESSIBLE FROM EXTERIOR OF TERMINAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0599 ***********************************************************************
 LF0599  DESIGNATION -  B 266
 LF0599  PID         -  LF0599
 LF0599  STATE/COUNTY-  NE/RICHARDSON
 LF0599  COUNTRY     -  US
 LF0599  USGS QUAD   -  DAWSON (2017)
 LF0599
 LF0599                         *CURRENT SURVEY CONTROL
 LF0599  ______________________________________________________________________
 LF0599* NAD 83(1986) POSITION- 40 13 59.     (N) 095 45 16.     (W)   SCALED
 LF0599* NAVD 88 ORTHO HEIGHT -   311.289 (meters)     1021.29  (feet) ADJUSTED
 LF0599  ______________________________________________________________________
 LF0599  GEOID HEIGHT    -        -29.919 (meters)                     GEOID18
 LF0599  DYNAMIC HEIGHT  -        311.120 (meters)     1020.73  (feet) COMP
 LF0599  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 LF0599
 LF0599  VERT ORDER      -  SECOND    CLASS 0
 LF0599
 LF0599.The horizontal coordinates were scaled from a map and have
 LF0599.an estimated accuracy of +/- 6 seconds.
 LF0599
 LF0599.The orthometric height was determined by differential leveling and
 LF0599.adjusted by the NATIONAL GEODETIC SURVEY
 LF0599.in June 1991.
 LF0599
 LF0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0599.GEOID18 height accuracy estimate available here.
 LF0599
 LF0599.Click photographs - Photos may exist for this station.
 LF0599
 LF0599.The dynamic height is computed by dividing the NAVD 88
 LF0599.geopotential number by the normal gravity value computed on the
 LF0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0599.degrees latitude (g = 980.6199 gals.).
 LF0599
 LF0599.The modeled gravity was interpolated from observed gravity values.
 LF0599
 LF0599;                    North         East    Units  Estimated Accuracy
 LF0599;SPC NE       -    53,250.      861,130.      MT  (+/- 180 meters Scaled)
 LF0599
 LF0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE656572(NAD 83)
 LF0599
 LF0599                          SUPERSEDED SURVEY CONTROL
 LF0599
 LF0599  NGVD 29 (??/??/92)  311.213  (m)         1021.04   (f) ADJ UNCH    2 0
 LF0599
 LF0599.Superseded values are not recommended for survey control.
 LF0599
 LF0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0599.See file dsdata.pdf to determine how the superseded data were derived.
 LF0599
 LF0599_MARKER: DB = BENCH MARK DISK
 LF0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0599_STAMPING: B 266 1947
 LF0599_MARK LOGO: CGS
 LF0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0599+STABILITY: SURFACE MOTION
 LF0599
 LF0599  HISTORY     - Date     Condition        Report By
 LF0599  HISTORY     - 1947     MONUMENTED       CGS
 LF0599
 LF0599                          STATION DESCRIPTION
 LF0599
 LF0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0599'1.5 MI E FROM STELLA.
 LF0599'0.25 MILE NORTHWEST ALONG THE TRACK AND 1.25 MILE EAST ALONG
 LF0599'STATE HIGHWAY NO. 62 FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0599'AT STELLA, 0.15 MILE WEST OF A BRIDGE OVER HOOSIER CREEK, 52.0
 LF0599'FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING NORTH TO
 LF0599'THE GEORGE H. TIMMERMAN FARM HOUSE, 50.0 FEET NORTH OF THE
 LF0599'CENTER OF THE HIGHWAY, 48.6 FEET SOUTH OF THE CENTER OF THE
 LF0599'SOUTH WALL OF THE TIMMERMAN FARM HOUSE, 1.2 FOOT NORTH OF A
 LF0599'REFERENCE POST, SET IN A CONCRETE POST MIDWAY BETWEEN AND IN LINE
 LF0599'WITH TWO 2-FOOT CEDAR TREES WHICH ARE 16.5 FEET APART, ABOUT THE
 LF0599'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0632 ***********************************************************************
 LF0632  DESIGNATION -  B 267
 LF0632  PID         -  LF0632
 LF0632  STATE/COUNTY-  NE/RICHARDSON
 LF0632  COUNTRY     -  US
 LF0632  USGS QUAD   -  FALLS CITY (2017)
 LF0632
 LF0632                         *CURRENT SURVEY CONTROL
 LF0632  ______________________________________________________________________
 LF0632* NAD 83(1986) POSITION- 40 06 28.     (N) 095 31 13.     (W)   SCALED
 LF0632* NAVD 88 ORTHO HEIGHT -   314.009 (meters)     1030.21  (feet) ADJUSTED
 LF0632  ______________________________________________________________________
 LF0632  GEOID HEIGHT    -        -30.562 (meters)                     GEOID18
 LF0632  DYNAMIC HEIGHT  -        313.835 (meters)     1029.64  (feet) COMP
 LF0632  MODELED GRAVITY -    980,062.6   (mgal)                       NAVD 88
 LF0632
 LF0632  VERT ORDER      -  SECOND    CLASS 0
 LF0632
 LF0632.The horizontal coordinates were scaled from a map and have
 LF0632.an estimated accuracy of +/- 6 seconds.
 LF0632
 LF0632.The orthometric height was determined by differential leveling and
 LF0632.adjusted by the NATIONAL GEODETIC SURVEY
 LF0632.in June 1991.
 LF0632
 LF0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0632.GEOID18 height accuracy estimate available here.
 LF0632
 LF0632.Click photographs - Photos may exist for this station.
 LF0632
 LF0632.The dynamic height is computed by dividing the NAVD 88
 LF0632.geopotential number by the normal gravity value computed on the
 LF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0632.degrees latitude (g = 980.6199 gals.).
 LF0632
 LF0632.The modeled gravity was interpolated from observed gravity values.
 LF0632
 LF0632;                    North         East    Units  Estimated Accuracy
 LF0632;SPC NE       -    40,370.      881,750.      MT  (+/- 180 meters Scaled)
 LF0632
 LF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851427(NAD 83)
 LF0632
 LF0632                          SUPERSEDED SURVEY CONTROL
 LF0632
 LF0632  NGVD 29 (??/??/92)  313.940  (m)         1029.98   (f) ADJ UNCH    2 0
 LF0632
 LF0632.Superseded values are not recommended for survey control.
 LF0632
 LF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0632.See file dsdata.pdf to determine how the superseded data were derived.
 LF0632
 LF0632_MARKER: DB = BENCH MARK DISK
 LF0632_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0632_SP_SET: CULVERT HEADWALL
 LF0632_STAMPING: B 267 1947
 LF0632_MARK LOGO: CGS
 LF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0632+STABILITY: SURFACE MOTION
 LF0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0632+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 LF0632
 LF0632  HISTORY     - Date     Condition        Report By
 LF0632  HISTORY     - 1947     MONUMENTED       CGS
 LF0632  HISTORY     - 1982     GOOD             LOCSUR
 LF0632  HISTORY     - 20100513 GOOD             INDIV
 LF0632  HISTORY     - 20120611 GOOD             INDIV
 LF0632
 LF0632                          STATION DESCRIPTION
 LF0632
 LF0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0632'4.9 MI N FROM PRESTON.
 LF0632'4.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0632'AND QUINCY RAILROAD STATION AT PRESTON, AT THE CROSSING OF A
 LF0632'RAVINE, 15.0 FEET EAST OF THE CENTER OF THE ROAD, SET IN THE
 LF0632'TOP OF AND 4.0 FEET SOUTH OF THE NORTH END OF THE EAST HEADWALL
 LF0632'OF A 3 X 4 X 8-FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT
 LF0632'1 1/2 FOOT ABOVE THE ROAD.
 LF0632
 LF0632                          STATION RECOVERY (1982)
 LF0632
 LF0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0632'RECOVERED IN GOOD CONDITION.
 LF0632
 LF0632                          STATION RECOVERY (2010)
 LF0632
 LF0632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF0632'RECOVERED IN GOOD CONDITION.
 LF0632
 LF0632                          STATION RECOVERY (2012)
 LF0632
 LF0632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LF0632'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0090 ***********************************************************************
 LJ0090  DESIGNATION -  B 27
 LJ0090  PID         -  LJ0090
 LJ0090  STATE/COUNTY-  NE/FRONTIER
 LJ0090  COUNTRY     -  US
 LJ0090  USGS QUAD   -  QUICK (2017)
 LJ0090
 LJ0090                         *CURRENT SURVEY CONTROL
 LJ0090  ______________________________________________________________________
 LJ0090* NAD 83(1986) POSITION- 40 26 15.     (N) 100 38 53.     (W)   SCALED
 LJ0090* NAVD 88 ORTHO HEIGHT -   863.380 (meters)     2832.61  (feet) ADJUSTED
 LJ0090  ______________________________________________________________________
 LJ0090  GEOID HEIGHT    -        -23.434 (meters)                     GEOID18
 LJ0090  DYNAMIC HEIGHT  -        862.820 (meters)     2830.77  (feet) COMP
 LJ0090  MODELED GRAVITY -    979,947.9   (mgal)                       NAVD 88
 LJ0090
 LJ0090  VERT ORDER      -  SECOND    CLASS 0
 LJ0090
 LJ0090.The horizontal coordinates were scaled from a map and have
 LJ0090.an estimated accuracy of +/- 6 seconds.
 LJ0090
 LJ0090.The orthometric height was determined by differential leveling and
 LJ0090.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0090.in June 1991.
 LJ0090
 LJ0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0090.GEOID18 height accuracy estimate available here.
 LJ0090
 LJ0090.Click photographs - Photos may exist for this station.
 LJ0090
 LJ0090.The dynamic height is computed by dividing the NAVD 88
 LJ0090.geopotential number by the normal gravity value computed on the
 LJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0090.degrees latitude (g = 980.6199 gals.).
 LJ0090
 LJ0090.The modeled gravity was interpolated from observed gravity values.
 LJ0090
 LJ0090;                    North         East    Units  Estimated Accuracy
 LJ0090;SPC NE       -    67,290.      445,030.      MT  (+/- 180 meters Scaled)
 LJ0090
 LJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602776(NAD 83)
 LJ0090
 LJ0090                          SUPERSEDED SURVEY CONTROL
 LJ0090
 LJ0090  NGVD 29 (??/??/92)  863.046  (m)         2831.51   (f) ADJ UNCH    2 0
 LJ0090
 LJ0090.Superseded values are not recommended for survey control.
 LJ0090
 LJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0090.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0090
 LJ0090_MARKER: DB = BENCH MARK DISK
 LJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0090_STAMPING: B 27 1934
 LJ0090_MARK LOGO: CGS
 LJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0090+STABILITY: SURFACE MOTION
 LJ0090
 LJ0090  HISTORY     - Date     Condition        Report By
 LJ0090  HISTORY     - 1934     MONUMENTED       CGS
 LJ0090  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LJ0090
 LJ0090                          STATION DESCRIPTION
 LJ0090
 LJ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0090'15.6 MI S FROM MAYWOOD.
 LJ0090'15.6 MILES S OF AND ALONG U.S. HWY 183, IN FENCE CORNER 47 FT
 LJ0090'E OF CENTER OF HIGHWAY, 5 FT E OF R/W FENCE, 4 FT N OF T
 LJ0090'FENCE RUNNING E AND W, MARK IS 142 FT N OF QUICK POST OFFICE.
 LJ0090
 LJ0090                          STATION RECOVERY (1957)
 LJ0090
 LJ0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LJ0090'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0091 ***********************************************************************
 LJ0091  DESIGNATION -  B 27 RESET
 LJ0091  PID         -  LJ0091
 LJ0091  STATE/COUNTY-  NE/FRONTIER
 LJ0091  COUNTRY     -  US
 LJ0091  USGS QUAD   -  QUICK (2017)
 LJ0091
 LJ0091                         *CURRENT SURVEY CONTROL
 LJ0091  ______________________________________________________________________
 LJ0091* NAD 83(1986) POSITION- 40 26 15.     (N) 100 38 53.     (W)   SCALED
 LJ0091* NAVD 88 ORTHO HEIGHT -   862.07  (meters)     2828.3   (feet) RESET
 LJ0091  ______________________________________________________________________
 LJ0091  GEOID HEIGHT    -        -23.434 (meters)                     GEOID18
 LJ0091  VERT ORDER      -  THIRD
 LJ0091
 LJ0091.The horizontal coordinates were scaled from a map and have
 LJ0091.an estimated accuracy of +/- 6 seconds.
 LJ0091
 LJ0091.The orthometric height was computed from unverified reset data.
 LJ0091
 LJ0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0091.GEOID18 height accuracy estimate available here.
 LJ0091
 LJ0091.Click photographs - Photos may exist for this station.
 LJ0091
 LJ0091;                    North         East    Units  Estimated Accuracy
 LJ0091;SPC NE       -    67,290.      445,030.      MT  (+/- 180 meters Scaled)
 LJ0091
 LJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602776(NAD 83)
 LJ0091
 LJ0091                          SUPERSEDED SURVEY CONTROL
 LJ0091
 LJ0091  NGVD 29 (??/??/??)  861.73   (m)         2827.2    (f) RESET       3  
 LJ0091
 LJ0091.Superseded values are not recommended for survey control.
 LJ0091
 LJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0091.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0091
 LJ0091_MARKER: DB = BENCH MARK DISK
 LJ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0091_STAMPING: B 27 RESET 1957
 LJ0091_MARK LOGO: CGS
 LJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0091+STABILITY: SURFACE MOTION
 LJ0091
 LJ0091  HISTORY     - Date     Condition        Report By
 LJ0091  HISTORY     - 1957     MONUMENTED       CGS
 LJ0091
 LJ0091                          STATION DESCRIPTION
 LJ0091
 LJ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0091'16.3 MI N FROM MC COOK.
 LJ0091'IN FRONTIER COUNTY, ABOUT 16.3 MILES NORTH ALONG U.S. HIGHWAY 83
 LJ0091'FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34, AND 83 AT THE WEST
 LJ0091'EDGE OF MC COOK, 151 FEET EAST OF TELEPHONE POLE NO. 8, 90
 LJ0091'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 66 FEET NORTH OF A
 LJ0091'POWER POLE, 28 FEET NORTH OF THE EXTENDED CENTERLINE OF A T-ROAD
 LJ0091'GOING WEST FROM THE HIGHWAY, AND 13 FEET NORTH OF AN EAST-WEST
 LJ0091'ROW OF TREES.  THIS IS NEAR THE FORMER SITE OF THE QUICK POST
 LJ0091'OFFICE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LJ0091'B 27 RESET 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0041 ***********************************************************************
 LH0041  DESIGNATION -  B 270
 LH0041  PID         -  LH0041
 LH0041  STATE/COUNTY-  NE/HALL
 LH0041  COUNTRY     -  US
 LH0041  USGS QUAD   -  DONIPHAN (2017)
 LH0041
 LH0041                         *CURRENT SURVEY CONTROL
 LH0041  ______________________________________________________________________
 LH0041* NAD 83(1986) POSITION- 40 46 24.     (N) 098 22 10.     (W)   SCALED
 LH0041* NAVD 88 ORTHO HEIGHT -   593.478 (meters)     1947.10  (feet) ADJUSTED
 LH0041  ______________________________________________________________________
 LH0041  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 LH0041  DYNAMIC HEIGHT  -        593.159 (meters)     1946.06  (feet) COMP
 LH0041  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LH0041
 LH0041  VERT ORDER      -  FIRST     CLASS II
 LH0041
 LH0041.The horizontal coordinates were scaled from a map and have
 LH0041.an estimated accuracy of +/- 6 seconds.
 LH0041
 LH0041.The orthometric height was determined by differential leveling and
 LH0041.adjusted by the NATIONAL GEODETIC SURVEY
 LH0041.in May 1993.
 LH0041
 LH0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0041.GEOID18 height accuracy estimate available here.
 LH0041
 LH0041.Click photographs - Photos may exist for this station.
 LH0041
 LH0041.The dynamic height is computed by dividing the NAVD 88
 LH0041.geopotential number by the normal gravity value computed on the
 LH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0041.degrees latitude (g = 980.6199 gals.).
 LH0041
 LH0041.The modeled gravity was interpolated from observed gravity values.
 LH0041
 LH0041;                    North         East    Units  Estimated Accuracy
 LH0041;SPC NE       -   105,660.      637,610.      MT  (+/- 180 meters Scaled)
 LH0041
 LH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532137(NAD 83)
 LH0041
 LH0041                          SUPERSEDED SURVEY CONTROL
 LH0041
 LH0041  NAVD 88 (06/15/91)  593.469  (m)         1947.07   (f) SUPERSEDED  1 2
 LH0041  NGVD 29 (02/14/92)  593.238  (m)         1946.32   (f) ADJUSTED    1 2
 LH0041  NGVD 29 (??/??/87)  593.230  (m)         1946.29   (f) SUPERSEDED  1 2
 LH0041
 LH0041.Superseded values are not recommended for survey control.
 LH0041
 LH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0041.See file dsdata.pdf to determine how the superseded data were derived.
 LH0041
 LH0041_MARKER: DB = BENCH MARK DISK
 LH0041_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0041_SP_SET: FOOTING
 LH0041_STAMPING: B 270 1947
 LH0041_MARK LOGO: CGS
 LH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0041+STABILITY: SURFACE MOTION
 LH0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0041+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0041
 LH0041  HISTORY     - Date     Condition        Report By
 LH0041  HISTORY     - 1947     MONUMENTED       CGS
 LH0041  HISTORY     - 1950     GOOD             CGS
 LH0041  HISTORY     - 1990     GOOD             USPSQD
 LH0041  HISTORY     - 19910924 GOOD             NGS
 LH0041  HISTORY     - 20010810 MARK NOT FOUND   USPSQD
 LH0041
 LH0041                          STATION DESCRIPTION
 LH0041
 LH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0041'AT DONIPHAN.
 LH0041'AT DONIPHAN, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 LH0041'BASE OF THE SOUTHWEST LEG OF THE CITY WATER TOWER, 0.6 FOOT ABOVE
 LH0041'THE GROUND.
 LH0041
 LH0041                          STATION RECOVERY (1990)
 LH0041
 LH0041'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0041'RECOVERED IN GOOD CONDITION.
 LH0041
 LH0041                          STATION RECOVERY (1991)
 LH0041
 LH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0041'IN DONAPHAN, AT THE INTERSECTION OF WEST CEDAR AND FIRST STREETS,
 LH0041'NEAR THE SOUTH CORNER OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF
 LH0041'A WATER TOWER, 47.8 M (156.8 FT) WEST OF AND LEVEL WITH THE CENTER OF
 LH0041'FIRST STREET, 42.8 M (140.4 FT) NORTH OF THE CENTER OF WEST CEDAR
 LH0041'STREET, AND THE FOOTING PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LH0041'SURFACE.
 LH0041
 LH0041                          STATION RECOVERY (2001)
 LH0041
 LH0041'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0041'THE MARK NO LONGER EXISTS.  THE WATER TOWER HAS BEEN DEMOLISHED.  THE
 LH0041'CONCRETE FOOTING NO LONGER EXISTS.  THE SITE IS NOW OCCUPIED BY THE
 LH0041'MAINTENANCE DEPT OF THE DONIPHAN FIRE DEPARTMENT.  THIS MARK SHOULD BE
 LH0041'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1412 ***********************************************************************
 NM1412  DESIGNATION -  B 271
 NM1412  PID         -  NM1412
 NM1412  STATE/COUNTY-  NE/KNOX
 NM1412  COUNTRY     -  US
 NM1412  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1412
 NM1412                         *CURRENT SURVEY CONTROL
 NM1412  ______________________________________________________________________
 NM1412* NAD 83(1986) POSITION- 42 46 55.     (N) 097 39 46.     (W)   SCALED
 NM1412* NAVD 88 ORTHO HEIGHT -   489.355 (meters)     1605.49  (feet) ADJUSTED
 NM1412  ______________________________________________________________________
 NM1412  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 NM1412  DYNAMIC HEIGHT  -        489.196 (meters)     1604.97  (feet) COMP
 NM1412  MODELED GRAVITY -    980,282.1   (mgal)                       NAVD 88
 NM1412
 NM1412  VERT ORDER      -  SECOND    CLASS 0
 NM1412
 NM1412.The horizontal coordinates were scaled from a map and have
 NM1412.an estimated accuracy of +/- 6 seconds.
 NM1412
 NM1412.The orthometric height was determined by differential leveling and
 NM1412.adjusted by the NATIONAL GEODETIC SURVEY
 NM1412.in June 1991.
 NM1412
 NM1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1412.GEOID18 height accuracy estimate available here.
 NM1412
 NM1412.Click photographs - Photos may exist for this station.
 NM1412
 NM1412.The dynamic height is computed by dividing the NAVD 88
 NM1412.geopotential number by the normal gravity value computed on the
 NM1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1412.degrees latitude (g = 980.6199 gals.).
 NM1412
 NM1412.The modeled gravity was interpolated from observed gravity values.
 NM1412
 NM1412;                    North         East    Units  Estimated Accuracy
 NM1412;SPC NE       -   329,980.      691,210.      MT  (+/- 180 meters Scaled)
 NM1412
 NM1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN093374(NAD 83)
 NM1412
 NM1412                          SUPERSEDED SURVEY CONTROL
 NM1412
 NM1412  NGVD 29 (??/??/92)  489.132  (m)         1604.76   (f) ADJ UNCH    2 0
 NM1412
 NM1412.Superseded values are not recommended for survey control.
 NM1412
 NM1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1412.See file dsdata.pdf to determine how the superseded data were derived.
 NM1412
 NM1412_MARKER: DB = BENCH MARK DISK
 NM1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1412_STAMPING: B 271 1949
 NM1412_MARK LOGO: CGS
 NM1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1412+STABILITY: SURFACE MOTION
 NM1412
 NM1412  HISTORY     - Date     Condition        Report By
 NM1412  HISTORY     - 1949     MONUMENTED       CGS
 NM1412
 NM1412                          STATION DESCRIPTION
 NM1412
 NM1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1412'11.7 MI NW FROM CROFTON.
 NM1412'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1412'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1412'12, THENCE 3.7 MILES NORTH ALONG A DIRT ROAD, 75 YARDS (PACED)
 NM1412'SOUTH OF A T-FENCE CORNER POST, 166 FEET SOUTHWEST OF THE SOUTH
 NM1412'GATE POST WHICH IS ON THE INSIDE OF THE CURVE IN THE ROAD, 25
 NM1412'FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET HIGHER THAN THE
 NM1412'ROAD, 2.0 FEET EAST OF A FENCE LINE, 1.5 FEET NORTH OF A
 NM1412'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 NM1412'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1377 ***********************************************************************
 NM1377  DESIGNATION -  B 272
 NM1377  PID         -  NM1377
 NM1377  STATE/COUNTY-  NE/KNOX
 NM1377  COUNTRY     -  US
 NM1377  USGS QUAD   -  SPRINGFIELD (2017)
 NM1377
 NM1377                         *CURRENT SURVEY CONTROL
 NM1377  ______________________________________________________________________
 NM1377* NAD 83(1986) POSITION- 42 46 10.     (N) 097 55 22.     (W)   SCALED
 NM1377* NAVD 88 ORTHO HEIGHT -   375.190 (meters)     1230.94  (feet) ADJUSTED
 NM1377  ______________________________________________________________________
 NM1377  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 NM1377  DYNAMIC HEIGHT  -        375.065 (meters)     1230.53  (feet) COMP
 NM1377  MODELED GRAVITY -    980,277.4   (mgal)                       NAVD 88
 NM1377
 NM1377  VERT ORDER      -  SECOND    CLASS 0
 NM1377
 NM1377.The horizontal coordinates were scaled from a map and have
 NM1377.an estimated accuracy of +/- 6 seconds.
 NM1377
 NM1377.The orthometric height was determined by differential leveling and
 NM1377.adjusted by the NATIONAL GEODETIC SURVEY
 NM1377.in June 1991.
 NM1377
 NM1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1377.GEOID18 height accuracy estimate available here.
 NM1377
 NM1377.Click photographs - Photos may exist for this station.
 NM1377
 NM1377.The dynamic height is computed by dividing the NAVD 88
 NM1377.geopotential number by the normal gravity value computed on the
 NM1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1377.degrees latitude (g = 980.6199 gals.).
 NM1377
 NM1377.The modeled gravity was interpolated from observed gravity values.
 NM1377
 NM1377;                    North         East    Units  Estimated Accuracy
 NM1377;SPC NE       -   328,050.      669,980.      MT  (+/- 180 meters Scaled)
 NM1377
 NM1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN881357(NAD 83)
 NM1377
 NM1377                          SUPERSEDED SURVEY CONTROL
 NM1377
 NM1377  NGVD 29 (??/??/92)  374.973  (m)         1230.22   (f) ADJ UNCH    2 0
 NM1377
 NM1377.Superseded values are not recommended for survey control.
 NM1377
 NM1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1377.See file dsdata.pdf to determine how the superseded data were derived.
 NM1377
 NM1377_MARKER: DB = BENCH MARK DISK
 NM1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1377_STAMPING: B 272 1949
 NM1377_MARK LOGO: CGS
 NM1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1377+STABILITY: SURFACE MOTION
 NM1377
 NM1377  HISTORY     - Date     Condition        Report By
 NM1377  HISTORY     - 1949     MONUMENTED       CGS
 NM1377  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1377
 NM1377                          STATION DESCRIPTION
 NM1377
 NM1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1377'7.2 MI NE FROM NIOBRARA.
 NM1377'5.45 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1377'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 1.7 MILES
 NM1377'NORTHEAST ALONG A WINDING GRAVELED ROAD, 85 YARDS (PACED) NORTH
 NM1377'NORTHEAST OF A 120 FOOT WOODEN BRIDGE OVER BAZILE CREEK, AND ON
 NM1377'THE OUTSIDE OF A CURVE IN THE ROAD, 43 FEET NORTHWEST OF THE
 NM1377'CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST OF THE CENTER LINE OF
 NM1377'A DIRT ROAD LEADING TO A FIELD, 2.0 FEET SOUTH OF A GATE POST,
 NM1377'1.0 FOOT NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM1377'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1377
 NM1377                          STATION RECOVERY (1970)
 NM1377
 NM1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0091 ***********************************************************************
 NN0091  DESIGNATION -  B 273
 NN0091  PID         -  NN0091
 NN0091  STATE/COUNTY-  NE/BOYD
 NN0091  COUNTRY     -  US
 NN0091  USGS QUAD   -  MARTY (2017)
 NN0091
 NN0091                         *CURRENT SURVEY CONTROL
 NN0091  ______________________________________________________________________
 NN0091* NAD 83(1986) POSITION- 42 54 56.     (N) 098 25 42.     (W)   SCALED
 NN0091* NAVD 88 ORTHO HEIGHT -   379.076 (meters)     1243.69  (feet) ADJUSTED
 NN0091  ______________________________________________________________________
 NN0091  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 NN0091  DYNAMIC HEIGHT  -        378.947 (meters)     1243.26  (feet) COMP
 NN0091  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 NN0091
 NN0091  VERT ORDER      -  SECOND    CLASS 0
 NN0091
 NN0091.The horizontal coordinates were scaled from a map and have
 NN0091.an estimated accuracy of +/- 6 seconds.
 NN0091
 NN0091.The orthometric height was determined by differential leveling and
 NN0091.adjusted by the NATIONAL GEODETIC SURVEY
 NN0091.in June 1991.
 NN0091
 NN0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0091.GEOID18 height accuracy estimate available here.
 NN0091
 NN0091.Click photographs - Photos may exist for this station.
 NN0091
 NN0091.The dynamic height is computed by dividing the NAVD 88
 NN0091.geopotential number by the normal gravity value computed on the
 NN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0091.degrees latitude (g = 980.6199 gals.).
 NN0091
 NN0091.The modeled gravity was interpolated from observed gravity values.
 NN0091
 NN0091;                    North         East    Units  Estimated Accuracy
 NN0091;SPC NE       -   343,410.      628,320.      MT  (+/- 180 meters Scaled)
 NN0091
 NN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN466515(NAD 83)
 NN0091
 NN0091                          SUPERSEDED SURVEY CONTROL
 NN0091
 NN0091  NGVD 29 (??/??/92)  378.806  (m)         1242.80   (f) ADJ UNCH    2 0
 NN0091
 NN0091.Superseded values are not recommended for survey control.
 NN0091
 NN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0091.See file dsdata.pdf to determine how the superseded data were derived.
 NN0091
 NN0091_MARKER: DB = BENCH MARK DISK
 NN0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0091_STAMPING: B 273 1949
 NN0091_MARK LOGO: CGS
 NN0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0091+STABILITY: SURFACE MOTION
 NN0091
 NN0091  HISTORY     - Date     Condition        Report By
 NN0091  HISTORY     - 1949     MONUMENTED       CGS
 NN0091  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NN0091
 NN0091                          STATION DESCRIPTION
 NN0091
 NN0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0091'10.5 NE FROM LYNCH.
 NN0091'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0091'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.9 MILES
 NN0091'SOUTHEAST ALONG A DIRT ROAD, AT A T-JUNCTION, ABOUT 300.0 FEET
 NN0091'WEST OF A CURVE WITH TANGENTS LEADING SOUTH AND WEST, 44.3 FEET
 NN0091'SOUTHWEST OF THE CENTER LINE OF THE SOUTH END OF A PIPE CULVERT,
 NN0091'19.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23.0 FEET WEST OF
 NN0091'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 1.0 FOOT NORTH
 NN0091'OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0091'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NN0091'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK A 273.
 NN0091
 NN0091                          STATION RECOVERY (1973)
 NN0091
 NN0091'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 NN0091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0312 ***********************************************************************
 NN0312  DESIGNATION -  B 274
 NN0312  PID         -  NN0312
 NN0312  STATE/COUNTY-  NE/BOYD
 NN0312  COUNTRY     -  US
 NN0312  USGS QUAD   -  GROSS (2017)
 NN0312
 NN0312                         *CURRENT SURVEY CONTROL
 NN0312  ______________________________________________________________________
 NN0312* NAD 83(1986) POSITION- 42 58 32.     (N) 098 33 53.     (W)   SCALED
 NN0312* NAVD 88 ORTHO HEIGHT -   542.827 (meters)     1780.92  (feet) ADJUSTED
 NN0312  ______________________________________________________________________
 NN0312  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 NN0312  DYNAMIC HEIGHT  -        542.637 (meters)     1780.30  (feet) COMP
 NN0312  MODELED GRAVITY -    980,253.2   (mgal)                       NAVD 88
 NN0312
 NN0312  VERT ORDER      -  SECOND    CLASS 0
 NN0312
 NN0312.The horizontal coordinates were scaled from a map and have
 NN0312.an estimated accuracy of +/- 6 seconds.
 NN0312
 NN0312.The orthometric height was determined by differential leveling and
 NN0312.adjusted by the NATIONAL GEODETIC SURVEY
 NN0312.in June 1991.
 NN0312
 NN0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0312.GEOID18 height accuracy estimate available here.
 NN0312
 NN0312.Click photographs - Photos may exist for this station.
 NN0312
 NN0312.The dynamic height is computed by dividing the NAVD 88
 NN0312.geopotential number by the normal gravity value computed on the
 NN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0312.degrees latitude (g = 980.6199 gals.).
 NN0312
 NN0312.The modeled gravity was interpolated from observed gravity values.
 NN0312
 NN0312;                    North         East    Units  Estimated Accuracy
 NN0312;SPC NE       -   349,880.      617,070.      MT  (+/- 180 meters Scaled)
 NN0312
 NN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN354581(NAD 83)
 NN0312
 NN0312                          SUPERSEDED SURVEY CONTROL
 NN0312
 NN0312  NGVD 29 (??/??/92)  542.536  (m)         1779.97   (f) ADJ UNCH    2 0
 NN0312
 NN0312.Superseded values are not recommended for survey control.
 NN0312
 NN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0312.See file dsdata.pdf to determine how the superseded data were derived.
 NN0312
 NN0312_MARKER: DB = BENCH MARK DISK
 NN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0312_STAMPING: B 274 1949
 NN0312_MARK LOGO: CGS
 NN0312_PROJECTION: FLUSH
 NN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0312+STABILITY: SURFACE MOTION
 NN0312
 NN0312  HISTORY     - Date     Condition        Report By
 NN0312  HISTORY     - 1949     MONUMENTED       CGS
 NN0312
 NN0312                          STATION DESCRIPTION
 NN0312
 NN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0312'9.9 MI NE FROM BRISTOW.
 NN0312'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0312'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH ALONG
 NN0312'A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT ROAD, ON THE
 NN0312'OUTSIDE OF A CURVE WITH TANGENTS LEADING WEST AND NORTH, ABOUT
 NN0312'ON THE PROJECTED CENTER LINE OF THE WEST TANGENT, 18.0 FEET EAST
 NN0312'OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH, 81.0 FEET
 NN0312'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF A FENCE,
 NN0312'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1058 ***********************************************************************
 NM1058  DESIGNATION -  B 275
 NM1058  PID         -  NM1058
 NM1058  STATE/COUNTY-  NE/CEDAR
 NM1058  COUNTRY     -  US
 NM1058  USGS QUAD   -  SAINT HELENA (2017)
 NM1058
 NM1058                         *CURRENT SURVEY CONTROL
 NM1058  ______________________________________________________________________
 NM1058* NAD 83(1986) POSITION- 42 45 26.     (N) 097 08 37.     (W)   SCALED
 NM1058* NAVD 88 ORTHO HEIGHT -   399.986 (meters)     1312.29  (feet) ADJUSTED
 NM1058  ______________________________________________________________________
 NM1058  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM1058  DYNAMIC HEIGHT  -        399.866 (meters)     1311.89  (feet) COMP
 NM1058  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 NM1058
 NM1058  VERT ORDER      -  SECOND    CLASS 0
 NM1058
 NM1058.The horizontal coordinates were scaled from a map and have
 NM1058.an estimated accuracy of +/- 6 seconds.
 NM1058
 NM1058.The orthometric height was determined by differential leveling and
 NM1058.adjusted by the NATIONAL GEODETIC SURVEY
 NM1058.in June 1991.
 NM1058
 NM1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1058.GEOID18 height accuracy estimate available here.
 NM1058
 NM1058.Click photographs - Photos may exist for this station.
 NM1058
 NM1058.The dynamic height is computed by dividing the NAVD 88
 NM1058.geopotential number by the normal gravity value computed on the
 NM1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1058.degrees latitude (g = 980.6199 gals.).
 NM1058
 NM1058.The modeled gravity was interpolated from observed gravity values.
 NM1058
 NM1058;                    North         East    Units  Estimated Accuracy
 NM1058;SPC NE       -   328,510.      733,760.      MT  (+/- 180 meters Scaled)
 NM1058
 NM1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN519355(NAD 83)
 NM1058
 NM1058                          SUPERSEDED SURVEY CONTROL
 NM1058
 NM1058  NGVD 29 (??/??/92)  399.781  (m)         1311.61   (f) ADJ UNCH    2 0
 NM1058
 NM1058.Superseded values are not recommended for survey control.
 NM1058
 NM1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1058.See file dsdata.pdf to determine how the superseded data were derived.
 NM1058
 NM1058_MARKER: DB = BENCH MARK DISK
 NM1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1058_STAMPING: B 275 1949
 NM1058_MARK LOGO: CGS
 NM1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1058+STABILITY: SURFACE MOTION
 NM1058
 NM1058  HISTORY     - Date     Condition        Report By
 NM1058  HISTORY     - 1949     MONUMENTED       CGS
 NM1058
 NM1058                          STATION DESCRIPTION
 NM1058
 NM1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1058'3 MI E FROM WYNOT.
 NM1058'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1058'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1058'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1058'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1058'ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM1058'HOME OF CLARENCE BURBAK AND OCCUPIED BY N.P. ALBRECHT, 136 FEET
 NM1058'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 54.0 FEET
 NM1058'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 2.0 FEET NORTHEAST
 NM1058'OF THE SOUTHEAST LEG OF A WINDMILL, SET IN THE TOP OF A 5.5
 NM1058'FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0871 ***********************************************************************
 NM0871  DESIGNATION -  B 276
 NM0871  PID         -  NM0871
 NM0871  STATE/COUNTY-  NE/DIXON
 NM0871  COUNTRY     -  US
 NM0871  USGS QUAD   -  PONCA (2017)
 NM0871
 NM0871                         *CURRENT SURVEY CONTROL
 NM0871  ______________________________________________________________________
 NM0871* NAD 83(1986) POSITION- 42 36 29.     (N) 096 44 10.     (W)   SCALED
 NM0871* NAVD 88 ORTHO HEIGHT -   408.687 (meters)     1340.83  (feet) ADJUSTED
 NM0871  ______________________________________________________________________
 NM0871  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 NM0871  DYNAMIC HEIGHT  -        408.562 (meters)     1340.42  (feet) COMP
 NM0871  MODELED GRAVITY -    980,302.7   (mgal)                       NAVD 88
 NM0871
 NM0871  VERT ORDER      -  SECOND    CLASS 0
 NM0871
 NM0871.The horizontal coordinates were scaled from a map and have
 NM0871.an estimated accuracy of +/- 6 seconds.
 NM0871
 NM0871.The orthometric height was determined by differential leveling and
 NM0871.adjusted by the NATIONAL GEODETIC SURVEY
 NM0871.in June 1991.
 NM0871
 NM0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0871.GEOID18 height accuracy estimate available here.
 NM0871
 NM0871.Click photographs - Photos may exist for this station.
 NM0871
 NM0871.The dynamic height is computed by dividing the NAVD 88
 NM0871.geopotential number by the normal gravity value computed on the
 NM0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0871.degrees latitude (g = 980.6199 gals.).
 NM0871
 NM0871.The modeled gravity was interpolated from observed gravity values.
 NM0871
 NM0871;                    North         East    Units  Estimated Accuracy
 NM0871;SPC NE       -   313,140.      767,720.      MT  (+/- 180 meters Scaled)
 NM0871
 NM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN856197(NAD 83)
 NM0871
 NM0871                          SUPERSEDED SURVEY CONTROL
 NM0871
 NM0871  NGVD 29 (??/??/92)  408.510  (m)         1340.25   (f) ADJ UNCH    2 0
 NM0871
 NM0871.Superseded values are not recommended for survey control.
 NM0871
 NM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0871.See file dsdata.pdf to determine how the superseded data were derived.
 NM0871
 NM0871_MARKER: DB = BENCH MARK DISK
 NM0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0871_STAMPING: B 276 1949
 NM0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0871+STABILITY: SURFACE MOTION
 NM0871
 NM0871  HISTORY     - Date     Condition        Report By
 NM0871  HISTORY     - 1949     MONUMENTED       CGS
 NM0871  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0871
 NM0871                          STATION DESCRIPTION
 NM0871
 NM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0871'3.9 MI NW FROM PONCA.
 NM0871'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0871'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0871'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0871'0.15 MILE WEST ALONG A GRADED DIRT ROAD, AT A VACANT FARM HOUSE
 NM0871'OWNED BY HAROLD C. RAHN, 114 FEET NORTH OF THE CENTER LINE OF
 NM0871'AN EAST-WEST ROAD, 34.4 FEET EAST OF THE NORTHEAST CORNER OF THE
 NM0871'HOUSE, 33.4 FEET SOUTH OF THE SOUTHWEST LEG OF A WINDMILL, 7.7
 NM0871'FEET EAST OF THE EAST EDGE OF THE ENTRANCE TO THE STORM CAVE,
 NM0871'7.7 FEET WEST OF A FENCE, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 NM0871'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NM0871
 NM0871                          STATION RECOVERY (2020)
 NM0871
 NM0871'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0871'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0094 ***********************************************************************
 NN0094  DESIGNATION -  B 277
 NN0094  PID         -  NN0094
 NN0094  STATE/COUNTY-  NE/KNOX
 NN0094  COUNTRY     -  US
 NN0094  USGS QUAD   -  VERDEL (2017)
 NN0094
 NN0094                         *CURRENT SURVEY CONTROL
 NN0094  ______________________________________________________________________
 NN0094* NAD 83(1986) POSITION- 42 49 41.     (N) 098 13 56.     (W)   SCALED
 NN0094* NAVD 88 ORTHO HEIGHT -   435.419 (meters)     1428.54  (feet) ADJUSTED
 NN0094  ______________________________________________________________________
 NN0094  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 NN0094  DYNAMIC HEIGHT  -        435.272 (meters)     1428.05  (feet) COMP
 NN0094  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 NN0094
 NN0094  VERT ORDER      -  SECOND    CLASS 0
 NN0094
 NN0094.The horizontal coordinates were scaled from a map and have
 NN0094.an estimated accuracy of +/- 6 seconds.
 NN0094
 NN0094.The orthometric height was determined by differential leveling and
 NN0094.adjusted by the NATIONAL GEODETIC SURVEY
 NN0094.in June 1991.
 NN0094
 NN0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0094.GEOID18 height accuracy estimate available here.
 NN0094
 NN0094.Click photographs - Photos may exist for this station.
 NN0094
 NN0094.The dynamic height is computed by dividing the NAVD 88
 NN0094.geopotential number by the normal gravity value computed on the
 NN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0094.degrees latitude (g = 980.6199 gals.).
 NN0094
 NN0094.The modeled gravity was interpolated from observed gravity values.
 NN0094
 NN0094;                    North         East    Units  Estimated Accuracy
 NN0094;SPC NE       -   334,000.      644,530.      MT  (+/- 180 meters Scaled)
 NN0094
 NN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN627420(NAD 83)
 NN0094
 NN0094                          SUPERSEDED SURVEY CONTROL
 NN0094
 NN0094  NGVD 29 (??/??/92)  435.180  (m)         1427.75   (f) ADJ UNCH    2 0
 NN0094
 NN0094.Superseded values are not recommended for survey control.
 NN0094
 NN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0094.See file dsdata.pdf to determine how the superseded data were derived.
 NN0094
 NN0094_MARKER: DB = BENCH MARK DISK
 NN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0094_STAMPING: B 277 1949
 NN0094_MARK LOGO: CGS
 NN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0094+STABILITY: SURFACE MOTION
 NN0094
 NN0094  HISTORY     - Date     Condition        Report By
 NN0094  HISTORY     - 1949     MONUMENTED       CGS
 NN0094
 NN0094                          STATION DESCRIPTION
 NN0094
 NN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0094'3 MI NW FROM VERDEL.
 NN0094'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0094'THE STATION AT VERDEL, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 NN0094'AT A T-JUNCTION OF ROADS, AT A POINT WHERE THE TELEPHONE LINE
 NN0094'CROSSES THE ROAD, 23 FEET SOUTH OF THE CENTER LINE OF A ROAD
 NN0094'LEADING WEST, 29 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NN0094'ROAD, 11.0 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT EAST OF A
 NN0094'FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NN0094'CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0488 ***********************************************************************
 NM0488  DESIGNATION -  B 278
 NM0488  PID         -  NM0488
 NM0488  STATE/COUNTY-  NE/THURSTON
 NM0488  COUNTRY     -  US
 NM0488  USGS QUAD   -  WALTHILL (2017)
 NM0488
 NM0488                         *CURRENT SURVEY CONTROL
 NM0488  ______________________________________________________________________
 NM0488* NAD 83(1986) POSITION- 42 14 55.     (N) 096 22 34.     (W)   SCALED
 NM0488* NAVD 88 ORTHO HEIGHT -   341.930 (meters)     1121.82  (feet) ADJUSTED
 NM0488  ______________________________________________________________________
 NM0488  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 NM0488  DYNAMIC HEIGHT  -        341.816 (meters)     1121.44  (feet) COMP
 NM0488  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 NM0488
 NM0488  VERT ORDER      -  SECOND    CLASS 0
 NM0488
 NM0488.The horizontal coordinates were scaled from a map and have
 NM0488.an estimated accuracy of +/- 6 seconds.
 NM0488
 NM0488.The orthometric height was determined by differential leveling and
 NM0488.adjusted by the NATIONAL GEODETIC SURVEY
 NM0488.in June 1991.
 NM0488
 NM0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0488.GEOID18 height accuracy estimate available here.
 NM0488
 NM0488.Click photographs - Photos may exist for this station.
 NM0488
 NM0488.The dynamic height is computed by dividing the NAVD 88
 NM0488.geopotential number by the normal gravity value computed on the
 NM0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0488.degrees latitude (g = 980.6199 gals.).
 NM0488
 NM0488.The modeled gravity was interpolated from observed gravity values.
 NM0488
 NM0488;                    North         East    Units  Estimated Accuracy
 NM0488;SPC NE       -   274,430.      798,910.      MT  (+/- 180 meters Scaled)
 NM0488
 NM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM164807(NAD 83)
 NM0488
 NM0488                          SUPERSEDED SURVEY CONTROL
 NM0488
 NM0488  NGVD 29 (??/??/92)  341.777  (m)         1121.31   (f) ADJ UNCH    2 0
 NM0488
 NM0488.Superseded values are not recommended for survey control.
 NM0488
 NM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0488.See file dsdata.pdf to determine how the superseded data were derived.
 NM0488
 NM0488_MARKER: DB = BENCH MARK DISK
 NM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0488_STAMPING: B 278 1949
 NM0488_MARK LOGO: CGS
 NM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0488+STABILITY: SURFACE MOTION
 NM0488
 NM0488  HISTORY     - Date     Condition        Report By
 NM0488  HISTORY     - 1949     MONUMENTED       CGS
 NM0488
 NM0488                          STATION DESCRIPTION
 NM0488
 NM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0488'5.7 MI NE FROM WINNEBAGO.
 NM0488'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0488'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0488'THENCE 2.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 230.0 FEET
 NM0488'WEST OF THE SOUTHWEST CORNER OF A VACANT HOUSE, 50 FEET EAST
 NM0488'OF THE CENTER LINE OF THE MAIN ROAD, 40 FEET NORTH OF THE CENTER
 NM0488'LINE OF A PRIVATE ROAD LEADING EAST, 16.3 FEET NORTHEAST OF A
 NM0488'20-INCH ELM WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE,
 NM0488'10.0 FEET SOUTHEAST OF A 20-INCH ELM WITH A TRIANGULAR BLAZE ON
 NM0488'THE WEST SIDE OF THE TREE, 2.0 FEET EAST OF A REFERENCE POST,
 NM0488'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 NM0488'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0072 ***********************************************************************
 LH0072  DESIGNATION -  B 279
 LH0072  PID         -  LH0072
 LH0072  STATE/COUNTY-  NE/HALL
 LH0072  COUNTRY     -  US
 LH0072  USGS QUAD   -  ABBOTT (2017)
 LH0072
 LH0072                         *CURRENT SURVEY CONTROL
 LH0072  ______________________________________________________________________
 LH0072* NAD 83(1986) POSITION- 40 54 35.90   (N) 098 22 42.82   (W)   HD_HELD1
 LH0072* NAVD 88 ORTHO HEIGHT -   573.110 (meters)     1880.28  (feet) ADJUSTED
 LH0072  ______________________________________________________________________
 LH0072  GEOID HEIGHT    -        -25.009 (meters)                     GEOID18
 LH0072  DYNAMIC HEIGHT  -        572.808 (meters)     1879.29  (feet) COMP
 LH0072  MODELED GRAVITY -    980,078.6   (mgal)                       NAVD 88
 LH0072
 LH0072  VERT ORDER      -  FIRST     CLASS II
 LH0072
 LH0072.The horizontal coordinates were determined by differentially corrected
 LH0072.hand held GPS observations or other comparable positioning techniques
 LH0072.and have an estimated accuracy of +/- 3 meters.
 LH0072
 LH0072.The orthometric height was determined by differential leveling and
 LH0072.adjusted by the NATIONAL GEODETIC SURVEY
 LH0072.in June 1991.
 LH0072
 LH0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0072.GEOID18 height accuracy estimate available here.
 LH0072
 LH0072.Click photographs - Photos may exist for this station.
 LH0072
 LH0072.The dynamic height is computed by dividing the NAVD 88
 LH0072.geopotential number by the normal gravity value computed on the
 LH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0072.degrees latitude (g = 980.6199 gals.).
 LH0072
 LH0072.The modeled gravity was interpolated from observed gravity values.
 LH0072
 LH0072;                    North         East    Units  Estimated Accuracy
 LH0072;SPC NE       -   120,816.6     636,558.2     MT  (+/- 3 meters HH1 GPS) 
 LH0072
 LH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5233528949(NAD 83)
 LH0072
 LH0072                          SUPERSEDED SURVEY CONTROL
 LH0072
 LH0072  NGVD 29 (02/14/92)  572.863  (m)         1879.47   (f) ADJUSTED    1 2
 LH0072  NGVD 29 (??/??/87)  572.863  (m)         1879.47   (f) SUPERSEDED  1 2
 LH0072
 LH0072.Superseded values are not recommended for survey control.
 LH0072
 LH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0072.See file dsdata.pdf to determine how the superseded data were derived.
 LH0072
 LH0072_MARKER: DB = BENCH MARK DISK
 LH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0072_STAMPING: B 279 1949
 LH0072_MARK LOGO: CGS
 LH0072_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0072+STABILITY: SURFACE MOTION
 LH0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0072+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 LH0072
 LH0072  HISTORY     - Date     Condition        Report By
 LH0072  HISTORY     - 1949     MONUMENTED       CGS
 LH0072  HISTORY     - 1990     GOOD             USPSQD
 LH0072  HISTORY     - 19910924 GOOD             NGS
 LH0072  HISTORY     - 20100505 GOOD             JEOCON
 LH0072  HISTORY     - 20190805 GOOD             NE-109
 LH0072
 LH0072                          STATION DESCRIPTION
 LH0072
 LH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0072'2.1 MI SW FROM GRAND ISLAND.
 LH0072'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0072'STATION AT GRAND ISLAND, 46 FEET WEST OF THE CENTER LINE OF A
 LH0072'NORTH AND SOUTH ROAD, 29.0 FEET SOUTHEAST OF THE NORTHEAST
 LH0072'CORNER OF A LOADING CHUTE AT THE WEBB SALES BARN, 14.0 FEET
 LH0072'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS,
 LH0072'4.7 FEET SOUTHWEST OF A POWER POLE, 2.0 FEET SOUTHWEST OF A
 LH0072'WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 LH0072'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0072
 LH0072                          STATION RECOVERY (1990)
 LH0072
 LH0072'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0072'RECOVERED IN GOOD CONDITION.
 LH0072
 LH0072                          STATION RECOVERY (1991)
 LH0072
 LH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0072'IN GRAND ISLAND, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 LH0072'AND WEBB ROAD, 17.1 M (56.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0072'MAIN TRACK, 12.9 M (42.3 FT) WEST OF THE CENTERLINE OF THE ROAD, 6.7
 LH0072'M (22.0 FT) NORTHWEST OF A FIRE HYDRANT, 3.9 M (12.8 FT) SOUTHEAST OF
 LH0072'THE NEAR RAIL OF A SIDE TRACK, 1.5 M (4.9 FT) SOUTHWEST OF A UTILITY
 LH0072'BRACE POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 LH0072'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 LH0072'FT) ABOVE THE GROUND SURFACE.
 LH0072
 LH0072                          STATION RECOVERY (2010)
 LH0072
 LH0072'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0072'RECOVERED IN GOOD CONDITION.
 LH0072
 LH0072                          STATION RECOVERY (2019)
 LH0072
 LH0072'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0144 ***********************************************************************
 LJ0144  DESIGNATION -  B 28
 LJ0144  PID         -  LJ0144
 LJ0144  STATE/COUNTY-  NE/LINCOLN
 LJ0144  COUNTRY     -  US
 LJ0144  USGS QUAD   -  CURTIS (2017)
 LJ0144
 LJ0144                         *CURRENT SURVEY CONTROL
 LJ0144  ______________________________________________________________________
 LJ0144* NAD 83(1986) POSITION- 40 42 53.     (N) 100 37 04.     (W)   SCALED
 LJ0144* NAVD 88 ORTHO HEIGHT -   869.627 (meters)     2853.10  (feet) ADJUSTED
 LJ0144  ______________________________________________________________________
 LJ0144  GEOID HEIGHT    -        -23.012 (meters)                     GEOID18
 LJ0144  DYNAMIC HEIGHT  -        869.079 (meters)     2851.30  (feet) COMP
 LJ0144  MODELED GRAVITY -    979,965.6   (mgal)                       NAVD 88
 LJ0144
 LJ0144  VERT ORDER      -  SECOND    CLASS 0
 LJ0144
 LJ0144.The horizontal coordinates were scaled from a map and have
 LJ0144.an estimated accuracy of +/- 6 seconds.
 LJ0144
 LJ0144.The orthometric height was determined by differential leveling and
 LJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0144.in June 1991.
 LJ0144
 LJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0144.GEOID18 height accuracy estimate available here.
 LJ0144
 LJ0144.Click photographs - Photos may exist for this station.
 LJ0144
 LJ0144.The dynamic height is computed by dividing the NAVD 88
 LJ0144.geopotential number by the normal gravity value computed on the
 LJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0144.degrees latitude (g = 980.6199 gals.).
 LJ0144
 LJ0144.The modeled gravity was interpolated from observed gravity values.
 LJ0144
 LJ0144;                    North         East    Units  Estimated Accuracy
 LJ0144;SPC NE       -    98,050.      447,810.      MT  (+/- 180 meters Scaled)
 LJ0144
 LJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL633083(NAD 83)
 LJ0144
 LJ0144                          SUPERSEDED SURVEY CONTROL
 LJ0144
 LJ0144  NGVD 29 (??/??/92)  869.268  (m)         2851.92   (f) ADJ UNCH    2 0
 LJ0144
 LJ0144.Superseded values are not recommended for survey control.
 LJ0144
 LJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0144.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0144
 LJ0144_MARKER: DB = BENCH MARK DISK
 LJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0144_STAMPING: B 28 1934
 LJ0144_MARK LOGO: CGS
 LJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0144+STABILITY: SURFACE MOTION
 LJ0144
 LJ0144  HISTORY     - Date     Condition        Report By
 LJ0144  HISTORY     - 1934     MONUMENTED       CGS
 LJ0144  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0144
 LJ0144                          STATION DESCRIPTION
 LJ0144
 LJ0144'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0144'4.3 MI N FROM MAYWOOD.
 LJ0144'IN LINCOLN COUNTY, 4.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0144'MAYWOOD, FRONTIER COUNTY, AT THE FOOT OF A LONG SLOPE TO THE
 LJ0144'NORTH, AT A ROAD CROSSING, 74 FEET NORTH OF THE CENTERLINE OF THE
 LJ0144'ROAD, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 LJ0144'WEST OF A ROW OF TELEPHONE POLES.  A STANDARD DISK, STAMPED
 LJ0144'B 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0302 ***********************************************************************
 NN0302  DESIGNATION -  B 280
 NN0302  PID         -  NN0302
 NN0302  STATE/COUNTY-  NE/BOYD
 NN0302  COUNTRY     -  US
 NN0302  USGS QUAD   -  BRISTOW (2017)
 NN0302
 NN0302                         *CURRENT SURVEY CONTROL
 NN0302  ______________________________________________________________________
 NN0302* NAD 83(1986) POSITION- 42 49 49.     (N) 098 30 22.     (W)   SCALED
 NN0302* NAVD 88 ORTHO HEIGHT -   432.549 (meters)     1419.12  (feet) POSTED
 NN0302  ______________________________________________________________________
 NN0302  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 NN0302  DYNAMIC HEIGHT  -        432.39  (meters)     1418.6   (feet) COMP
 NN0302  MODELED GRAVITY -    980,242.6   (mgal)                       NAVD 88
 NN0302
 NN0302  VERT ORDER      -  * POSTED, SEE BELOW
 NN0302
 NN0302.The horizontal coordinates were scaled from a map and have
 NN0302.an estimated accuracy of +/- 6 seconds.
 NN0302
 NN0302.The orthometric height was determined by differential leveling
 NN0302.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0302
 NN0302.* This is a POSTED BENCH MARK height.
 NN0302
 NN0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0302.GEOID18 height accuracy estimate available here.
 NN0302
 NN0302.Click photographs - Photos may exist for this station.
 NN0302
 NN0302.The dynamic height is computed by dividing the NAVD 88
 NN0302.geopotential number by the normal gravity value computed on the
 NN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0302.degrees latitude (g = 980.6199 gals.).
 NN0302
 NN0302.The modeled gravity was interpolated from observed gravity values.
 NN0302
 NN0302;                    North         East    Units  Estimated Accuracy
 NN0302;SPC NE       -   333,820.      622,130.      MT  (+/- 180 meters Scaled)
 NN0302
 NN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN403420(NAD 83)
 NN0302
 NN0302                          SUPERSEDED SURVEY CONTROL
 NN0302
 NN0302  NGVD 29 (??/??/92)  432.269  (m)         1418.20   (f) ADJ UNCH    2 0
 NN0302
 NN0302.Superseded values are not recommended for survey control.
 NN0302
 NN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0302.See file dsdata.pdf to determine how the superseded data were derived.
 NN0302
 NN0302_MARKER: DB = BENCH MARK DISK
 NN0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0302_STAMPING: B 280 1949
 NN0302_MARK LOGO: CGS
 NN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0302+STABILITY: SURFACE MOTION
 NN0302
 NN0302  HISTORY     - Date     Condition        Report By
 NN0302  HISTORY     - 1949     MONUMENTED       CGS
 NN0302
 NN0302                          STATION DESCRIPTION
 NN0302
 NN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0302'1.9 MI W FROM LYNCH.
 NN0302'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0302'FROM THE STATION AT LYNCH, BOYD COUNTY, 0.1 MILE WEST OF RAILROAD
 NN0302'BRIDGE F 209, AT A ROAD CROSSING, 130 FEET SOUTH OF THE SOUTH RAIL,
 NN0302'18 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET NORTH
 NN0302'OF A POWER-TRANSMISSION LINE POLE, AND 1 FOOT SOUTH OF A WHITE
 NN0302'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 280 1949 AND
 NN0302'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 NN0302'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0335 ***********************************************************************
 ML0335  DESIGNATION -  B 281
 ML0335  PID         -  ML0335
 ML0335  STATE/COUNTY-  NE/HOWARD
 ML0335  COUNTRY     -  US
 ML0335  USGS QUAD   -  BOELUS (2017)
 ML0335
 ML0335                         *CURRENT SURVEY CONTROL
 ML0335  ______________________________________________________________________
 ML0335* NAD 83(1986) POSITION- 41 03 40.14   (N) 098 43 46.22   (W)   HD_HELD1
 ML0335* NAVD 88 ORTHO HEIGHT -   586.991 (meters)     1925.82  (feet) ADJUSTED
 ML0335  ______________________________________________________________________
 ML0335  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 ML0335  DYNAMIC HEIGHT  -        586.689 (meters)     1924.83  (feet) COMP
 ML0335  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 ML0335
 ML0335  VERT ORDER      -  FIRST     CLASS II
 ML0335
 ML0335.The horizontal coordinates were determined by differentially corrected
 ML0335.hand held GPS observations or other comparable positioning techniques
 ML0335.and have an estimated accuracy of +/- 3 meters.
 ML0335
 ML0335.The orthometric height was determined by differential leveling and
 ML0335.adjusted by the NATIONAL GEODETIC SURVEY
 ML0335.in June 1991.
 ML0335
 ML0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0335.GEOID18 height accuracy estimate available here.
 ML0335
 ML0335.Click photographs - Photos may exist for this station.
 ML0335
 ML0335.The dynamic height is computed by dividing the NAVD 88
 ML0335.geopotential number by the normal gravity value computed on the
 ML0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0335.degrees latitude (g = 980.6199 gals.).
 ML0335
 ML0335.The modeled gravity was interpolated from observed gravity values.
 ML0335
 ML0335;                    North         East    Units  Estimated Accuracy
 ML0335;SPC NE       -   137,104.2     606,757.3     MT  (+/- 3 meters HH1 GPS) 
 ML0335
 ML0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2272745580(NAD 83)
 ML0335
 ML0335                          SUPERSEDED SURVEY CONTROL
 ML0335
 ML0335  NGVD 29 (??/??/92)  586.754  (m)         1925.04   (f) ADJ UNCH    1 2
 ML0335
 ML0335.Superseded values are not recommended for survey control.
 ML0335
 ML0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0335.See file dsdata.pdf to determine how the superseded data were derived.
 ML0335
 ML0335_MARKER: DB = BENCH MARK DISK
 ML0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0335_STAMPING: B 281 1949
 ML0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0335+STABILITY: SURFACE MOTION
 ML0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0335+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2009
 ML0335
 ML0335  HISTORY     - Date     Condition        Report By
 ML0335  HISTORY     - 1949     MONUMENTED       CGS
 ML0335  HISTORY     - 20091222 GOOD             INDIV
 ML0335
 ML0335                          STATION DESCRIPTION
 ML0335
 ML0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0335'1.6 MI SW FROM BOELUS.
 ML0335'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT BOELUS,
 ML0335'THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, IN THE NORTHEAST QUARTER
 ML0335'OF A ROAD CROSSING, AT THE SOUTHWEST CORNER OF SECTION 29, T. 13 N.,
 ML0335'R. 12 W., 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 ML0335'BRIDGE OVER A CANAL, 32 FEET NORTH OF THE CENTER LINE OF THE
 ML0335'EAST-WEST ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD
 ML0335'LEADING NORTH, 2.5 FEET EAST OF A TELEPHONE POLE, 1.6 FEET WEST OF
 ML0335'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0335'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0335
 ML0335                          STATION RECOVERY (2009)
 ML0335
 ML0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JLB)
 ML0335'FOUND MONUMENT IN GOOD CONDITION.  MONUMENT IS NORTHEAST INTERSECTION,
 ML0335'YUTAN ROAD AND 2ND AVENUE.  FROM THE MONUMENT- ENE 6' TO POWER POLE, N
 ML0335'2' TO E-W FENCE LINE, AND WNW 8' TO CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1030 ***********************************************************************
 ML1030  DESIGNATION -  B 283 RESET
 ML1030  PID         -  ML1030
 ML1030  STATE/COUNTY-  NE/HOWARD
 ML1030  COUNTRY     -  US
 ML1030  USGS QUAD   -  NYSTED (2017)
 ML1030
 ML1030                         *CURRENT SURVEY CONTROL
 ML1030  ______________________________________________________________________
 ML1030* NAD 83(1986) POSITION- 41 13 13.     (N) 098 36 20.     (W)   SCALED
 ML1030* NAVD 88 ORTHO HEIGHT -   609.69  (+/-2cm)     2000.3   (feet) VERTCON
 ML1030  ______________________________________________________________________
 ML1030  GEOID HEIGHT    -        -24.455 (meters)                     GEOID18
 ML1030  VERT ORDER      -  THIRD (See Below)
 ML1030
 ML1030.The horizontal coordinates were scaled from a map and have
 ML1030.an estimated accuracy of +/- 6 seconds.
 ML1030
 ML1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1030
 ML1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1030.GEOID18 height accuracy estimate available here.
 ML1030
 ML1030.The vertical order pertains to the NGVD 29 superseded value.
 ML1030
 ML1030.Click photographs - Photos may exist for this station.
 ML1030
 ML1030;                    North         East    Units  Estimated Accuracy
 ML1030;SPC NE       -   154,930.      616,890.      MT  (+/- 180 meters Scaled)
 ML1030
 ML1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL330632(NAD 83)
 ML1030
 ML1030                          SUPERSEDED SURVEY CONTROL
 ML1030
 ML1030  NGVD 29 (01/31/13)  609.44   (m)         1999.5    (f) RESET       3  
 ML1030
 ML1030.Superseded values are not recommended for survey control.
 ML1030
 ML1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1030.See file dsdata.pdf to determine how the superseded data were derived.
 ML1030
 ML1030_MARKER: DB = BENCH MARK DISK
 ML1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1030_STAMPING: B 283 RESET 1979
 ML1030_PROJECTION: PROJECTING 13 CENTIMETERS
 ML1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1030+STABILITY: SURFACE MOTION
 ML1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1030+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2017
 ML1030
 ML1030  HISTORY     - Date     Condition        Report By
 ML1030  HISTORY     - 1979     MONUMENTED       NGS
 ML1030  HISTORY     - 20170321 GOOD             NEGS
 ML1030
 ML1030                          STATION DESCRIPTION
 ML1030
 ML1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ML1030'1.2 MI EAST FROM FARWELL.
 ML1030'0.15 MILE NORTH ALONG STATE ROAD 47A FROM THE CROSSING IN FARWELL,
 ML1030'THENCE RIGHT AND EAST ALONG STATE HIGHWAY 92 FOR 1.2 MILES TO THE
 ML1030'MARK ON THE RIGHT, 75 YARDS SOUTH OF THE HIGHWAY, ON A CUTBANK
 ML1030'ABOVE THE SOUTH SIDE OF THE TRACKS, 15.5 FEET NORTH OF A FENCE, 3.5
 ML1030'FEET EAST OF A POWER POLE, AND 3.0 FEET SOUTH OF THE EDGE OF THE
 ML1030'CUTBANK.
 ML1030'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 ML1030'THE MARK IS 15 FT ABOVE TRACKS.
 ML1030
 ML1030                          STATION RECOVERY (2017)
 ML1030
 ML1030'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 ML1030'FOUND GOOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0337 ***********************************************************************
 ML0337  DESIGNATION -  B 284
 ML0337  PID         -  ML0337
 ML0337  STATE/COUNTY-  NE/BUFFALO
 ML0337  COUNTRY     -  US
 ML0337  USGS QUAD   -  BOELUS (2017)
 ML0337
 ML0337                         *CURRENT SURVEY CONTROL
 ML0337  ______________________________________________________________________
 ML0337* NAD 83(1986) POSITION- 41 02 26.41   (N) 098 44 27.77   (W)   HD_HELD1
 ML0337* NAVD 88 ORTHO HEIGHT -   591.559 (meters)     1940.81  (feet) ADJUSTED
 ML0337  ______________________________________________________________________
 ML0337  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 ML0337  DYNAMIC HEIGHT  -        591.251 (meters)     1939.80  (feet) COMP
 ML0337  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 ML0337
 ML0337  VERT ORDER      -  FIRST     CLASS II
 ML0337
 ML0337.The horizontal coordinates were determined by differentially corrected
 ML0337.hand held GPS observations or other comparable positioning techniques
 ML0337.and have an estimated accuracy of +/- 3 meters.
 ML0337
 ML0337.The orthometric height was determined by differential leveling and
 ML0337.adjusted by the NATIONAL GEODETIC SURVEY
 ML0337.in June 1991.
 ML0337
 ML0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0337.GEOID18 height accuracy estimate available here.
 ML0337
 ML0337.Click photographs - Photos may exist for this station.
 ML0337
 ML0337.The dynamic height is computed by dividing the NAVD 88
 ML0337.geopotential number by the normal gravity value computed on the
 ML0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0337.degrees latitude (g = 980.6199 gals.).
 ML0337
 ML0337.The modeled gravity was interpolated from observed gravity values.
 ML0337
 ML0337;                    North         East    Units  Estimated Accuracy
 ML0337;SPC NE       -   134,816.5     605,820.7     MT  (+/- 3 meters HH1 GPS) 
 ML0337
 ML0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2176443304(NAD 83)
 ML0337
 ML0337                          SUPERSEDED SURVEY CONTROL
 ML0337
 ML0337  NGVD 29 (??/??/92)  591.318  (m)         1940.02   (f) ADJ UNCH    1 2
 ML0337
 ML0337.Superseded values are not recommended for survey control.
 ML0337
 ML0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0337.See file dsdata.pdf to determine how the superseded data were derived.
 ML0337
 ML0337_MARKER: DB = BENCH MARK DISK
 ML0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0337_STAMPING: B 284 1949
 ML0337_MARK LOGO: CGS
 ML0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0337+STABILITY: SURFACE MOTION
 ML0337
 ML0337  HISTORY     - Date     Condition        Report By
 ML0337  HISTORY     - 1949     MONUMENTED       CGS
 ML0337
 ML0337                          STATION DESCRIPTION
 ML0337
 ML0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0337'1.6 MI N FROM ST MICHAEL.
 ML0337'0.45 MILE EAST ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT ST.
 ML0337'MICHAEL, THENCE 1.1 MILES NORTH ALONG A COUNTY ROAD, 0.4 MILE
 ML0337'SOUTH OF THE NORTHEAST CORNER OF SECTION 2, T. 12 N., R. 13 W.,
 ML0337'0.6 MILE NORTH OF A STEEL BRIDGE OVER THE SOUTH LOUP RIVER, 0.2
 ML0337'MILE NORTH OF A FARMHOUSE ON THE WEST SIDE OF THE ROAD, AT THE
 ML0337'SUMMIT OF A RISE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ML0337'28 FEET NORTH OF THE CENTER LINE OF A GATE, 4 FEET NORTHWEST OF A
 ML0337'POWER LINE POLE, 1.3 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 ML0337'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0337'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 ML0337'MARK IS LOCATED 0.6 WEST AND 0.4 MILE SOUTH OF BENCH MARK A 281.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0102 ***********************************************************************
 LH0102  DESIGNATION -  B 286
 LH0102  PID         -  LH0102
 LH0102  STATE/COUNTY-  NE/HALL
 LH0102  COUNTRY     -  US
 LH0102  USGS QUAD   -  ALDA (2017)
 LH0102
 LH0102                         *CURRENT SURVEY CONTROL
 LH0102  ______________________________________________________________________
 LH0102* NAD 83(1986) POSITION- 40 46 16.     (N) 098 24 34.     (W)   SCALED
 LH0102* NAVD 88 ORTHO HEIGHT -   581.598 (meters)     1908.13  (feet) ADJUSTED
 LH0102  ______________________________________________________________________
 LH0102  GEOID HEIGHT    -        -25.063 (meters)                     GEOID18
 LH0102  DYNAMIC HEIGHT  -        581.284 (meters)     1907.10  (feet) COMP
 LH0102  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LH0102
 LH0102  VERT ORDER      -  SECOND    CLASS 0
 LH0102
 LH0102.The horizontal coordinates were scaled from a map and have
 LH0102.an estimated accuracy of +/- 6 seconds.
 LH0102
 LH0102.The orthometric height was determined by differential leveling and
 LH0102.adjusted by the NATIONAL GEODETIC SURVEY
 LH0102.in June 1991.
 LH0102
 LH0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0102.GEOID18 height accuracy estimate available here.
 LH0102
 LH0102.Click photographs - Photos may exist for this station.
 LH0102
 LH0102.The dynamic height is computed by dividing the NAVD 88
 LH0102.geopotential number by the normal gravity value computed on the
 LH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0102.degrees latitude (g = 980.6199 gals.).
 LH0102
 LH0102.The modeled gravity was interpolated from observed gravity values.
 LH0102
 LH0102;                    North         East    Units  Estimated Accuracy
 LH0102;SPC NE       -   105,350.      634,240.      MT  (+/- 180 meters Scaled)
 LH0102
 LH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL498135(NAD 83)
 LH0102
 LH0102                          SUPERSEDED SURVEY CONTROL
 LH0102
 LH0102  NGVD 29 (??/??/92)  581.357  (m)         1907.34   (f) ADJ UNCH    2 0
 LH0102
 LH0102.Superseded values are not recommended for survey control.
 LH0102
 LH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0102.See file dsdata.pdf to determine how the superseded data were derived.
 LH0102
 LH0102_MARKER: DB = BENCH MARK DISK
 LH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0102_STAMPING: B 286 1949
 LH0102_MARK LOGO: CGS
 LH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0102+STABILITY: SURFACE MOTION
 LH0102
 LH0102  HISTORY     - Date     Condition        Report By
 LH0102  HISTORY     - 1949     MONUMENTED       CGS
 LH0102
 LH0102                          STATION DESCRIPTION
 LH0102
 LH0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0102'2.2 MI W FROM DONIPHAN.
 LH0102'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0102'RAILROAD STATION AT DONIPHAN, THENCE 1.8 MILES WEST ALONG A
 LH0102'GRAVELED ROAD, AT THE FARM HOME OF AMELIA GRAHAM, 138 FEET NORTH
 LH0102'OF THE CENTER LINE OF AN EAST-WEST ROAD, 46.0 FEET NORTHEAST
 LH0102'OF THE NORTHEAST CORNER OF THE HOUSE, 7.3 FEET SOUTH OF A
 LH0102'WELL, 5.5 FEET NORTH OF A POWER TRANSMISSION LINE POLE BEARING
 LH0102'LIGHT METER AND A YARD LIGHT, AND SET IN THE TOP OF A 5.5-FOOT
 LH0102'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0484 ***********************************************************************
 LH0484  DESIGNATION -  B 287 RESET
 LH0484  PID         -  LH0484
 LH0484  STATE/COUNTY-  NE/BUFFALO
 LH0484  COUNTRY     -  US
 LH0484  USGS QUAD   -  SHELTON (2017)
 LH0484
 LH0484                         *CURRENT SURVEY CONTROL
 LH0484  ______________________________________________________________________
 LH0484* NAD 83(1986) POSITION- 40 45 26.     (N) 098 44 24.     (W)   SCALED
 LH0484* NAVD 88 ORTHO HEIGHT -   616.60  (meters)     2023.0   (feet) RESET
 LH0484  ______________________________________________________________________
 LH0484  GEOID HEIGHT    -        -24.733 (meters)                     GEOID18
 LH0484  VERT ORDER      -  THIRD
 LH0484
 LH0484.The horizontal coordinates were scaled from a map and have
 LH0484.an estimated accuracy of +/- 6 seconds.
 LH0484
 LH0484.The orthometric height was computed from unverified reset data.
 LH0484
 LH0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0484.GEOID18 height accuracy estimate available here.
 LH0484
 LH0484.Click photographs - Photos may exist for this station.
 LH0484
 LH0484;                    North         East    Units  Estimated Accuracy
 LH0484;SPC NE       -   103,350.      606,370.      MT  (+/- 180 meters Scaled)
 LH0484
 LH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219118(NAD 83)
 LH0484
 LH0484                          SUPERSEDED SURVEY CONTROL
 LH0484
 LH0484.No superseded survey control is available for this station.
 LH0484
 LH0484_MARKER: DV = VERTICAL CONTROL DISK
 LH0484_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LH0484+WITH SETTING: INTO GROUND
 LH0484_STAMPING: B 287 RESET 1973
 LH0484_MARK LOGO: NGS
 LH0484_MAGNETIC: I = MARKER IS A STEEL ROD
 LH0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0484
 LH0484  HISTORY     - Date     Condition        Report By
 LH0484  HISTORY     - 1973     MONUMENTED       NGS
 LH0484  HISTORY     - 20150406 POOR             INDIV
 LH0484
 LH0484                          STATION DESCRIPTION
 LH0484
 LH0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LH0484'1.6 MI SW FROM SHELTON.
 LH0484'TO REACH THE BENCH MARK FROM THE SHELTON HIGH SCHOOL, GO WEST AND
 LH0484'SOUTH ON HIGHWAY 10 D LINK FOR 1.25 MILE TO THE BRUCE MC LEOD
 LH0484'HOME ON THE LEFT AND THE BENCH MARK ON THE LEFT AS DESCRIBED.
 LH0484'THE BENCH MARK IS A STANDARD DISK STAMPED B 287 RESET 1973,
 LH0484'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10
 LH0484'INCH STEEL PLATED BOLTED TO THE BOTTOM, ENCASED IN A PLASTIC
 LH0484'PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46
 LH0484'FEET NORTH OF THE CENTER OF A COUNTY ROAD, 15 FEET NORTHEAST OF
 LH0484'THE EAST END GATE POST AT ENTRANCE INTO THE MC LEOD YARD, 1 FOOT
 LH0484'EAST OF A METAL WITNESS POST AND ABOUT 100 FEET SOUTHEAST OF THE
 LH0484'SOUTHEAST CORNER OF THE MC LEOD HOUSE.
 LH0484
 LH0484                          STATION RECOVERY (2015)
 LH0484
 LH0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PS)
 LH0484'RECOVERED AS DESCRIBED, THE MARK WAS FOUND BENT OVER, THE HOUSE AND
 LH0484'TREES ARE REMOVED,LOOKS LIKE IN GOOGLE EARTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0445 ***********************************************************************
 LH0445  DESIGNATION -  B 288
 LH0445  PID         -  LH0445
 LH0445  STATE/COUNTY-  NE/HALL
 LH0445  COUNTRY     -  US
 LH0445  USGS QUAD   -  DENMAN (2017)
 LH0445
 LH0445                         *CURRENT SURVEY CONTROL
 LH0445  ______________________________________________________________________
 LH0445* NAD 83(1986) POSITION- 40 42 06.     (N) 098 42 50.     (W)   SCALED
 LH0445* NAVD 88 ORTHO HEIGHT -   613.701 (meters)     2013.45  (feet) ADJUSTED
 LH0445  ______________________________________________________________________
 LH0445  GEOID HEIGHT    -        -24.836 (meters)                     GEOID18
 LH0445  DYNAMIC HEIGHT  -        613.360 (meters)     2012.33  (feet) COMP
 LH0445  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 LH0445
 LH0445  VERT ORDER      -  SECOND    CLASS 0
 LH0445
 LH0445.The horizontal coordinates were scaled from a map and have
 LH0445.an estimated accuracy of +/- 6 seconds.
 LH0445
 LH0445.The orthometric height was determined by differential leveling and
 LH0445.adjusted by the NATIONAL GEODETIC SURVEY
 LH0445.in June 1991.
 LH0445
 LH0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0445.GEOID18 height accuracy estimate available here.
 LH0445
 LH0445.Click photographs - Photos may exist for this station.
 LH0445
 LH0445.The dynamic height is computed by dividing the NAVD 88
 LH0445.geopotential number by the normal gravity value computed on the
 LH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0445.degrees latitude (g = 980.6199 gals.).
 LH0445
 LH0445.The modeled gravity was interpolated from observed gravity values.
 LH0445
 LH0445;                    North         East    Units  Estimated Accuracy
 LH0445;SPC NE       -    97,220.      608,660.      MT  (+/- 180 meters Scaled)
 LH0445
 LH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL241056(NAD 83)
 LH0445
 LH0445                          SUPERSEDED SURVEY CONTROL
 LH0445
 LH0445  NGVD 29 (??/??/92)  613.448  (m)         2012.62   (f) ADJ UNCH    2 0
 LH0445
 LH0445.Superseded values are not recommended for survey control.
 LH0445
 LH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0445.See file dsdata.pdf to determine how the superseded data were derived.
 LH0445
 LH0445_MARKER: DB = BENCH MARK DISK
 LH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0445_STAMPING: B 288 1949
 LH0445_MARK LOGO: CGS
 LH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0445+STABILITY: SURFACE MOTION
 LH0445
 LH0445  HISTORY     - Date     Condition        Report By
 LH0445  HISTORY     - 1949     MONUMENTED       CGS
 LH0445
 LH0445                          STATION DESCRIPTION
 LH0445
 LH0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0445'0.6 MI E FROM DENMAN.
 LH0445'0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0445'AT DENMAN, AT THE FARM HOME OF C.G. WESTING, 184.0 FEET WEST
 LH0445'OF THE SOUTHWEST CORNER OF THE BARN, 151.0 FEET SOUTHWEST OF
 LH0445'AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE GARAGE,
 LH0445'59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26.0 FEET SOUTH
 LH0445'OF THE RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A REFERENCE POST,
 LH0445'AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING 1.0
 LH0445'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0455 ***********************************************************************
 LH0455  DESIGNATION -  B 289
 LH0455  PID         -  LH0455
 LH0455  STATE/COUNTY-  NE/KEARNEY
 LH0455  COUNTRY     -  US
 LH0455  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0455
 LH0455                         *CURRENT SURVEY CONTROL
 LH0455  ______________________________________________________________________
 LH0455* NAD 83(1986) POSITION- 40 38 52.     (N) 098 50 50.     (W)   SCALED
 LH0455* NAVD 88 ORTHO HEIGHT -   629.193 (meters)     2064.28  (feet) ADJUSTED
 LH0455  ______________________________________________________________________
 LH0455  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 LH0455  DYNAMIC HEIGHT  -        628.836 (meters)     2063.11  (feet) COMP
 LH0455  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 LH0455
 LH0455  VERT ORDER      -  SECOND    CLASS 0
 LH0455
 LH0455.The horizontal coordinates were scaled from a map and have
 LH0455.an estimated accuracy of +/- 6 seconds.
 LH0455
 LH0455.The orthometric height was determined by differential leveling and
 LH0455.adjusted by the NATIONAL GEODETIC SURVEY
 LH0455.in June 1991.
 LH0455
 LH0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0455.GEOID18 height accuracy estimate available here.
 LH0455
 LH0455.Click photographs - Photos may exist for this station.
 LH0455
 LH0455.The dynamic height is computed by dividing the NAVD 88
 LH0455.geopotential number by the normal gravity value computed on the
 LH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0455.degrees latitude (g = 980.6199 gals.).
 LH0455
 LH0455.The modeled gravity was interpolated from observed gravity values.
 LH0455
 LH0455;                    North         East    Units  Estimated Accuracy
 LH0455;SPC NE       -    91,080.      597,480.      MT  (+/- 180 meters Scaled)
 LH0455
 LH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK129996(NAD 83)
 LH0455
 LH0455                          SUPERSEDED SURVEY CONTROL
 LH0455
 LH0455  NGVD 29 (??/??/92)  628.934  (m)         2063.43   (f) ADJ UNCH    2 0
 LH0455
 LH0455.Superseded values are not recommended for survey control.
 LH0455
 LH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0455.See file dsdata.pdf to determine how the superseded data were derived.
 LH0455
 LH0455_MARKER: DB = BENCH MARK DISK
 LH0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0455_STAMPING: B 289 1949
 LH0455_MARK LOGO: CGS
 LH0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0455+STABILITY: SURFACE MOTION
 LH0455
 LH0455  HISTORY     - Date     Condition        Report By
 LH0455  HISTORY     - 1949     MONUMENTED       CGS
 LH0455  HISTORY     - 1973     GOOD             LOCENG
 LH0455  HISTORY     - 20040512 GOOD             NEDR
 LH0455
 LH0455                          STATION DESCRIPTION
 LH0455
 LH0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0455'6.9 MI S FROM GIBBON.
 LH0455'6.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0455'GIBBON, AT LOWELL, 122 FEET NORTH OF THE CENTER LINE OF AN
 LH0455'EAST-WEST ROAD, 56 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0455'ROAD, 46.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE METHODIST
 LH0455'CHURCH, 11.0 FEET WEST OF A FENCE CORNER POST, 1.0 FOOT NORTH
 LH0455'OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 LH0455'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0455'GROUND.
 LH0455
 LH0455                          STATION RECOVERY (1973)
 LH0455
 LH0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LH0455'RECOVERED IN GOOD CONDITION.
 LH0455
 LH0455                          STATION RECOVERY (2004)
 LH0455
 LH0455'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004
 LH0455'MARK WAS FOUND IN GOOD CONDITION 1.3 FEET (0.4 M) SOUTH OF STEEL
 LH0455'WITNESS SIGN POST AND 0.3 FOOT (9.1 CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0336 ***********************************************************************
 NO0336  DESIGNATION -  B 29
 NO0336  PID         -  NO0336
 NO0336  STATE/COUNTY-  NE/CHERRY
 NO0336  COUNTRY     -  US
 NO0336  USGS QUAD   -  WILD MARE LAKE SW (2017)
 NO0336
 NO0336                         *CURRENT SURVEY CONTROL
 NO0336  ______________________________________________________________________
 NO0336* NAD 83(1986) POSITION- 42 32 01.     (N) 101 42 40.     (W)   SCALED
 NO0336* NAVD 88 ORTHO HEIGHT -  1087.407 (meters)     3567.60  (feet) ADJUSTED
 NO0336  ______________________________________________________________________
 NO0336  GEOID HEIGHT    -        -19.054 (meters)                     GEOID18
 NO0336  DYNAMIC HEIGHT  -       1086.874 (meters)     3565.85  (feet) COMP
 NO0336  MODELED GRAVITY -    980,093.1   (mgal)                       NAVD 88
 NO0336
 NO0336  VERT ORDER      -  SECOND    CLASS 0
 NO0336
 NO0336.The horizontal coordinates were scaled from a map and have
 NO0336.an estimated accuracy of +/- 6 seconds.
 NO0336
 NO0336.The orthometric height was determined by differential leveling and
 NO0336.adjusted by the NATIONAL GEODETIC SURVEY
 NO0336.in June 1991.
 NO0336
 NO0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0336.GEOID18 height accuracy estimate available here.
 NO0336
 NO0336.Click photographs - Photos may exist for this station.
 NO0336
 NO0336.The dynamic height is computed by dividing the NAVD 88
 NO0336.geopotential number by the normal gravity value computed on the
 NO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0336.degrees latitude (g = 980.6199 gals.).
 NO0336
 NO0336.The modeled gravity was interpolated from observed gravity values.
 NO0336
 NO0336;                    North         East    Units  Estimated Accuracy
 NO0336;SPC NE       -   301,210.      359,460.      MT  (+/- 180 meters Scaled)
 NO0336
 NO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN773125(NAD 83)
 NO0336
 NO0336                          SUPERSEDED SURVEY CONTROL
 NO0336
 NO0336  NGVD 29 (??/??/92) 1086.964  (m)         3566.15   (f) ADJ UNCH    2 0
 NO0336
 NO0336.Superseded values are not recommended for survey control.
 NO0336
 NO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0336.See file dsdata.pdf to determine how the superseded data were derived.
 NO0336
 NO0336_MARKER: DB = BENCH MARK DISK
 NO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0336_STAMPING: B 29 1934
 NO0336_MARK LOGO: CGS
 NO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0336+STABILITY: SURFACE MOTION
 NO0336
 NO0336  HISTORY     - Date     Condition        Report By
 NO0336  HISTORY     - 1934     MONUMENTED       CGS
 NO0336  HISTORY     - 1948     GOOD             CGS
 NO0336
 NO0336                          STATION DESCRIPTION
 NO0336
 NO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0336'32.6 MI S FROM MERRIMAN.
 NO0336'32.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0336'COUNTY, 0.5 MILE NORTH OF A WINDMILL, ON A HIGH HILL, AND 20
 NO0336'YARDS WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 NO0336'STAMPED B 29 1934 AND SET IN THE TOP OF A CONCRETE POST.  27.6
 NO0336'MILES (AIR LINE) SOUTH OF MERRIMAN IN SOUTHWEST 1/4 SEC. 31, T.
 NO0336'30 N., R. 37 W., 0.6 MILES NORTHEAST OF WINDMILL, 0.6 MILES
 NO0336'SOUTH-SOUTHEAST OF ANOTHER WINDMILL, 0.2 MILES NORTH OF
 NO0336'EAST-AND-WEST TRAIL, ON A HIGH HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0386 ***********************************************************************
 ML0386  DESIGNATION -  B 290
 ML0386  PID         -  ML0386
 ML0386  STATE/COUNTY-  NE/SHERMAN
 ML0386  COUNTRY     -  US
 ML0386  USGS QUAD   -  RAVENNA (2017)
 ML0386
 ML0386                         *CURRENT SURVEY CONTROL
 ML0386  ______________________________________________________________________
 ML0386* NAD 83(1986) POSITION- 41 05 52.     (N) 098 52 54.     (W)   SCALED
 ML0386* NAVD 88 ORTHO HEIGHT -   637.130 (meters)     2090.32  (feet) ADJUSTED
 ML0386  ______________________________________________________________________
 ML0386  GEOID HEIGHT    -        -24.163 (meters)                     GEOID18
 ML0386  DYNAMIC HEIGHT  -        636.796 (meters)     2089.22  (feet) COMP
 ML0386  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 ML0386
 ML0386  VERT ORDER      -  SECOND    CLASS 0
 ML0386
 ML0386.The horizontal coordinates were scaled from a map and have
 ML0386.an estimated accuracy of +/- 6 seconds.
 ML0386
 ML0386.The orthometric height was determined by differential leveling and
 ML0386.adjusted by the NATIONAL GEODETIC SURVEY
 ML0386.in June 1991.
 ML0386
 ML0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0386.GEOID18 height accuracy estimate available here.
 ML0386
 ML0386.Click photographs - Photos may exist for this station.
 ML0386
 ML0386.The dynamic height is computed by dividing the NAVD 88
 ML0386.geopotential number by the normal gravity value computed on the
 ML0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0386.degrees latitude (g = 980.6199 gals.).
 ML0386
 ML0386.The modeled gravity was interpolated from observed gravity values.
 ML0386
 ML0386;                    North         East    Units  Estimated Accuracy
 ML0386;SPC NE       -   140,990.      593,920.      MT  (+/- 180 meters Scaled)
 ML0386
 ML0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL099496(NAD 83)
 ML0386
 ML0386                          SUPERSEDED SURVEY CONTROL
 ML0386
 ML0386  NGVD 29 (??/??/92)  636.885  (m)         2089.51   (f) ADJ UNCH    2 0
 ML0386
 ML0386.Superseded values are not recommended for survey control.
 ML0386
 ML0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0386.See file dsdata.pdf to determine how the superseded data were derived.
 ML0386
 ML0386_MARKER: DB = BENCH MARK DISK
 ML0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0386_STAMPING: B 290 1949
 ML0386_MARK LOGO: CGS
 ML0386_PROJECTION: FLUSH
 ML0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0386+STABILITY: SURFACE MOTION
 ML0386
 ML0386  HISTORY     - Date     Condition        Report By
 ML0386  HISTORY     - 1949     MONUMENTED       CGS
 ML0386  HISTORY     - 19950606 GOOD             NGS
 ML0386
 ML0386                          STATION DESCRIPTION
 ML0386
 ML0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0386'3.8 MI SW FROM ROCKVILLE.
 ML0386'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0386'AT ROCKVILLE, 0.25 MILE NORTH OF A FARMHOUSE, 33.5 FEET WEST
 ML0386'OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTH OF A T FENCE
 ML0386'CORNER, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0386'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0386
 ML0386                          STATION RECOVERY (1995)
 ML0386
 ML0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0386'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1200 ***********************************************************************
 ML1200  DESIGNATION -  B 291 RESET
 ML1200  PID         -  ML1200
 ML1200  STATE/COUNTY-  NE/BUFFALO
 ML1200  COUNTRY     -  US
 ML1200  USGS QUAD   -  RAVENNA (2017)
 ML1200
 ML1200                         *CURRENT SURVEY CONTROL
 ML1200  ______________________________________________________________________
 ML1200* NAD 83(1986) POSITION- 41 02 20.90   (N) 098 54 44.51   (W)   HD_HELD1
 ML1200* NAVD 88 ORTHO HEIGHT -   638.97  (meters)     2096.4   (feet) RESET
 ML1200  ______________________________________________________________________
 ML1200  GEOID HEIGHT    -        -24.207 (meters)                     GEOID18
 ML1200  VERT ORDER      -  THIRD
 ML1200
 ML1200.The horizontal coordinates were determined by differentially corrected
 ML1200.hand held GPS observations or other comparable positioning techniques
 ML1200.and have an estimated accuracy of +/- 3 meters.
 ML1200
 ML1200.The orthometric height was computed from unverified reset data.
 ML1200
 ML1200.No vertical observational check was made to the station.
 ML1200
 ML1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1200.GEOID18 height accuracy estimate available here.
 ML1200
 ML1200.Click photographs - Photos may exist for this station.
 ML1200
 ML1200;                    North         East    Units  Estimated Accuracy
 ML1200;SPC NE       -   134,451.2     591,423.7     MT  (+/- 3 meters HH1 GPS) 
 ML1200
 ML1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0736543105(NAD 83)
 ML1200
 ML1200                          SUPERSEDED SURVEY CONTROL
 ML1200
 ML1200  NGVD 29 (01/31/13)  638.72   (m)         2095.5    (f) RESET       3  
 ML1200
 ML1200.Superseded values are not recommended for survey control.
 ML1200
 ML1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1200.See file dsdata.pdf to determine how the superseded data were derived.
 ML1200
 ML1200_MARKER: DV = VERTICAL CONTROL DISK
 ML1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1200_STAMPING: B 291 RESET 1992
 ML1200_MARK LOGO: NGS
 ML1200_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1200+STABILITY: SURFACE MOTION
 ML1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1200+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1200
 ML1200  HISTORY     - Date     Condition        Report By
 ML1200  HISTORY     - 1992     MONUMENTED       NGS
 ML1200
 ML1200                          STATION DESCRIPTION
 ML1200
 ML1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ML1200'1.5 MI (2.4 KM) NORTH OF RAVENNA AND ON THE EAST RIGHT-OF-WAY OF
 ML1200'STATE HIGHWAY 68, JUST NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 ML1200'ON THE EAST SIDE OF THE HIGHWAY, AT HIGHWAY STATION 124+21.5 AND NEAR
 ML1200'THE WEST 1/4 CORNER, SEC4, T12N, R14W, FROM THE JUNCTION OF STATE
 ML1200'HIGHWAYS 2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO NORTH ON HIGHWAY
 ML1200'68 FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT, IN TOP OF A 12-IN
 ML1200'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 ML1200'56.0 FT (17.1 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 46.0 FT
 ML1200'(14.0 M) SOUTH FROM THE CENTERLINE OF A DRIVEWAY, 57.7 FT (17.6 M)
 ML1200'NORTHWEST FROM THE NORTHWEST CORNER OF THE HOUSE AND 16.4 FT (5.0 M)
 ML1200'SOUTH-SOUTHWEST FROM A UTILITY POLE NUMBERED 409.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0416 ***********************************************************************
 LH0416  DESIGNATION -  B 292
 LH0416  PID         -  LH0416
 LH0416  STATE/COUNTY-  NE/BUFFALO
 LH0416  COUNTRY     -  US
 LH0416  USGS QUAD   -  CAMERON (2017)
 LH0416
 LH0416                         *CURRENT SURVEY CONTROL
 LH0416  ______________________________________________________________________
 LH0416* NAD 83(1986) POSITION- 40 55 00.48   (N) 098 44 26.45   (W)   HD_HELD1
 LH0416* NAVD 88 ORTHO HEIGHT -   646.195 (meters)     2120.06  (feet) ADJUSTED
 LH0416  ______________________________________________________________________
 LH0416  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 LH0416  DYNAMIC HEIGHT  -        645.843 (meters)     2118.90  (feet) COMP
 LH0416  MODELED GRAVITY -    980,057.9   (mgal)                       NAVD 88
 LH0416
 LH0416  VERT ORDER      -  FIRST     CLASS II
 LH0416
 LH0416.The horizontal coordinates were determined by differentially corrected
 LH0416.hand held GPS observations or other comparable positioning techniques
 LH0416.and have an estimated accuracy of +/- 3 meters.
 LH0416
 LH0416.The orthometric height was determined by differential leveling and
 LH0416.adjusted by the NATIONAL GEODETIC SURVEY
 LH0416.in June 1991.
 LH0416
 LH0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0416.GEOID18 height accuracy estimate available here.
 LH0416
 LH0416.Click photographs - Photos may exist for this station.
 LH0416
 LH0416.The dynamic height is computed by dividing the NAVD 88
 LH0416.geopotential number by the normal gravity value computed on the
 LH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0416.degrees latitude (g = 980.6199 gals.).
 LH0416
 LH0416.The modeled gravity was interpolated from observed gravity values.
 LH0416
 LH0416;                    North         East    Units  Estimated Accuracy
 LH0416;SPC NE       -   121,066.4     606,051.8     MT  (+/- 3 meters HH1 GPS) 
 LH0416
 LH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2183629553(NAD 83)
 LH0416
 LH0416                          SUPERSEDED SURVEY CONTROL
 LH0416
 LH0416  NGVD 29 (??/??/92)  645.940  (m)         2119.22   (f) ADJ UNCH    1 2
 LH0416
 LH0416.Superseded values are not recommended for survey control.
 LH0416
 LH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0416.See file dsdata.pdf to determine how the superseded data were derived.
 LH0416
 LH0416_MARKER: DB = BENCH MARK DISK
 LH0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0416_STAMPING: B 292 1949
 LH0416_MARK LOGO: CGS
 LH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0416+STABILITY: SURFACE MOTION
 LH0416
 LH0416  HISTORY     - Date     Condition        Report By
 LH0416  HISTORY     - 1949     MONUMENTED       CGS
 LH0416
 LH0416                          STATION DESCRIPTION
 LH0416
 LH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0416'8.6 MI S FROM ST MICHAEL.
 LH0416'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0416'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0416'THENCE 6.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE NORTHWEST
 LH0416'CORNER OF SECTION 24, T. 11 N., R. 13 W., IN THE SOUTHEAST
 LH0416'QUARTER OF A PUBLIC ROAD CROSSING, IN A GROVE OF TREES, 81 FEET
 LH0416'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET SOUTH
 LH0416'OF THE CENTER LINE OF THE EAST-WEST ROAD, 28 FEET EAST OF THE
 LH0416'CENTER LINE OF THE EAST END OF A PIPE CULVERT, 1 FOOT NORTH
 LH0416'OF A FENCE, 1.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 LH0416'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0416'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 LH0416'NORTH OF BENCH MARK A 292.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0637 ***********************************************************************
 LH0637  DESIGNATION -  B 293
 LH0637  PID         -  LH0637
 LH0637  STATE/COUNTY-  NE/BUFFALO
 LH0637  COUNTRY     -  US
 LH0637  USGS QUAD   -  RIVERDALE (2017)
 LH0637
 LH0637                         *CURRENT SURVEY CONTROL
 LH0637  ______________________________________________________________________
 LH0637* NAD 83(1986) POSITION- 40 47 16.     (N) 099 10 22.     (W)   SCALED
 LH0637* NAVD 88 ORTHO HEIGHT -   668.259 (meters)     2192.45  (feet) ADJUSTED
 LH0637  ______________________________________________________________________
 LH0637  GEOID HEIGHT    -        -24.216 (meters)                     GEOID18
 LH0637  DYNAMIC HEIGHT  -        667.882 (meters)     2191.21  (feet) COMP
 LH0637  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 LH0637
 LH0637  VERT ORDER      -  SECOND    CLASS 0
 LH0637
 LH0637.The horizontal coordinates were scaled from a map and have
 LH0637.an estimated accuracy of +/- 6 seconds.
 LH0637
 LH0637.The orthometric height was determined by differential leveling and
 LH0637.adjusted by the NATIONAL GEODETIC SURVEY
 LH0637.in June 1991.
 LH0637
 LH0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0637.GEOID18 height accuracy estimate available here.
 LH0637
 LH0637.Click photographs - Photos may exist for this station.
 LH0637
 LH0637.The dynamic height is computed by dividing the NAVD 88
 LH0637.geopotential number by the normal gravity value computed on the
 LH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0637.degrees latitude (g = 980.6199 gals.).
 LH0637
 LH0637.The modeled gravity was interpolated from observed gravity values.
 LH0637
 LH0637;                    North         East    Units  Estimated Accuracy
 LH0637;SPC NE       -   106,300.      569,800.      MT  (+/- 180 meters Scaled)
 LH0637
 LH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML854152(NAD 83)
 LH0637
 LH0637                          SUPERSEDED SURVEY CONTROL
 LH0637
 LH0637  NGVD 29 (??/??/92)  668.010  (m)         2191.63   (f) ADJ UNCH    2 0
 LH0637
 LH0637.Superseded values are not recommended for survey control.
 LH0637
 LH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0637.See file dsdata.pdf to determine how the superseded data were derived.
 LH0637
 LH0637_MARKER: DB = BENCH MARK DISK
 LH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0637_STAMPING: B 293 1949
 LH0637_MARK LOGO: CGS
 LH0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0637+STABILITY: SURFACE MOTION
 LH0637
 LH0637  HISTORY     - Date     Condition        Report By
 LH0637  HISTORY     - 1949     MONUMENTED       CGS
 LH0637
 LH0637                          STATION DESCRIPTION
 LH0637
 LH0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0637'0.6 MI NW FROM RIVERDALE.
 LH0637'0.6 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0637'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0637'THE TRACKS, 49 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0637'TRACK, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0637'6 FEET EAST OF A TELEPHONE POLE, 1.2 FEET NORTHEAST OF A FENCE,
 LH0637'ON TOP OF A CUT BANK, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 LH0637'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0637'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0638 ***********************************************************************
 LH0638  DESIGNATION -  B 293 RESET
 LH0638  PID         -  LH0638
 LH0638  STATE/COUNTY-  NE/BUFFALO
 LH0638  COUNTRY     -  US
 LH0638  USGS QUAD   -  RIVERDALE (2017)
 LH0638
 LH0638                         *CURRENT SURVEY CONTROL
 LH0638  ______________________________________________________________________
 LH0638* NAD 83(1986) POSITION- 40 47 16.29   (N) 099 10 22.74   (W)   HD_HELD1
 LH0638* NAVD 88 ORTHO HEIGHT -   668.40  (meters)     2192.9   (feet) RESET
 LH0638  ______________________________________________________________________
 LH0638  GEOID HEIGHT    -        -24.216 (meters)                     GEOID18
 LH0638  VERT ORDER      -  THIRD
 LH0638
 LH0638.The horizontal coordinates were determined by differentially corrected
 LH0638.hand held GPS observations or other comparable positioning techniques
 LH0638.and have an estimated accuracy of +/- 3 meters.
 LH0638
 LH0638.The orthometric height was computed from unverified reset data.
 LH0638
 LH0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0638.GEOID18 height accuracy estimate available here.
 LH0638
 LH0638.Click photographs - Photos may exist for this station.
 LH0638
 LH0638;                    North         East    Units  Estimated Accuracy
 LH0638;SPC NE       -   106,312.6     569,784.4     MT  (+/- 3 meters HH1 GPS) 
 LH0638
 LH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8540515222(NAD 83)
 LH0638
 LH0638                          SUPERSEDED SURVEY CONTROL
 LH0638
 LH0638  NGVD 29 (??/??/??)  668.15   (m)         2192.1    (f) RESET       3  
 LH0638
 LH0638.Superseded values are not recommended for survey control.
 LH0638
 LH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0638.See file dsdata.pdf to determine how the superseded data were derived.
 LH0638
 LH0638_MARKER: DB = BENCH MARK DISK
 LH0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0638_STAMPING: B 293 RESET 1958
 LH0638_MARK LOGO: CGS
 LH0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0638+STABILITY: SURFACE MOTION
 LH0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0638+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2021
 LH0638
 LH0638  HISTORY     - Date     Condition        Report By
 LH0638  HISTORY     - 1958     MONUMENTED       NEDR
 LH0638  HISTORY     - 1960     GOOD             CGS
 LH0638  HISTORY     - 1984     GOOD             LOCSUR
 LH0638  HISTORY     - 19930726 GOOD             NGS
 LH0638  HISTORY     - 20210427 GOOD             NEGS
 LH0638
 LH0638                          STATION DESCRIPTION
 LH0638
 LH0638'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 LH0638'0.6 MI NW FROM RIVERDALE.
 LH0638'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0638'RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND THE
 LH0638'TRACKS, 47.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LH0638'40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 LH0638'SOUTHWEST OF A TELEPHONE POLE, 134 FEET NORTHWEST OF A TELEPHONE
 LH0638'POLE, 101 FEET NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY
 LH0638'FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, SET IN
 LH0638'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0638'0.2 FOOT ABOVE GROUND.
 LH0638
 LH0638                          STATION RECOVERY (1960)
 LH0638
 LH0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LH0638'RECOVERED IN GOOD CONDITION.
 LH0638
 LH0638                          STATION RECOVERY (1984)
 LH0638
 LH0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0638'RECOVERED IN GOOD CONDITION.
 LH0638
 LH0638                          STATION RECOVERY (1993)
 LH0638
 LH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0638'MARK IS LOCATED 0.55 MI (0.89 KM) NORTHWEST ALONG STATE HIGHWAY 40,
 LH0638'FROM THE JUNCTION WITH ELM STREET AND 3RD AVENUE, IN RIVERDALE, IN THE
 LH0638'SW1/4 OF THE EAST HALF OF SEC31, A 2 MILE (3.2 KM) SECTION, T10N,
 LH0638'R16W.  IT IS 40 FT (12.2 M) SOUTHWEST FROM THE CENTERLINE OF THE
 LH0638'HIGHWAY, 2.0 FT (0.6 M) NORTHWEST FROM A CONCRETE, HIGHWAY
 LH0638'RIGHT-OF-WAY MARKER, 2.0 FT (0.6 M) SOUTHWEST FROM A WITNESS POST AND
 LH0638'SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOPUT 0.2 FT
 LH0638'(6.1 CM) ABOVE THE GROUND SURFACE.
 LH0638
 LH0638                          STATION RECOVERY (2021)
 LH0638
 LH0638'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0638'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND ELM STREET AND
 LH0638'THIRD AVENUE IN RIVERDALE, NE., GO NORTHWEST ON NE. HIGHWAY 40 FOR
 LH0638'APPROXIMATELY 0.64 MI (1.03 KM) TO MILE POST 80.80 AND THE MARK ON THE
 LH0638'LEFT (SOUTHWEST).  THE MARK IS 40 FT (12.2 M) SOUTHWEST FROM THE
 LH0638'CENTERLINE OF NE. HIGHWAY 40, 2.0 FT (0.6 M) NORTHWEST OF A YELLOW
 LH0638'CONCRETE ROW MARKER, 2.0 FT (0.6 M) SOUTHEAST OF AN ORANGE WITNESS
 LH0638'POST AND 1.0 FT (0.3 M) EAST OF A METAL T POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0622 ***********************************************************************
 LH0622  DESIGNATION -  B 294
 LH0622  PID         -  LH0622
 LH0622  STATE/COUNTY-  NE/BUFFALO
 LH0622  COUNTRY     -  US
 LH0622  USGS QUAD   -  MILLER NE (2017)
 LH0622
 LH0622                         *CURRENT SURVEY CONTROL
 LH0622  ______________________________________________________________________
 LH0622* NAD 83(1986) POSITION- 40 55 00.81   (N) 099 15 19.09   (W)   HD_HELD1
 LH0622* NAVD 88 ORTHO HEIGHT -   709.469 (meters)     2327.65  (feet) ADJUSTED
 LH0622  ______________________________________________________________________
 LH0622  GEOID HEIGHT    -        -24.007 (meters)                     GEOID18
 LH0622  DYNAMIC HEIGHT  -        709.071 (meters)     2326.34  (feet) COMP
 LH0622  MODELED GRAVITY -    980,040.3   (mgal)                       NAVD 88
 LH0622
 LH0622  VERT ORDER      -  SECOND    CLASS 0
 LH0622
 LH0622.The horizontal coordinates were determined by differentially corrected
 LH0622.hand held GPS observations or other comparable positioning techniques
 LH0622.and have an estimated accuracy of +/- 3 meters.
 LH0622
 LH0622.The orthometric height was determined by differential leveling and
 LH0622.adjusted by the NATIONAL GEODETIC SURVEY
 LH0622.in June 1991.
 LH0622
 LH0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0622.GEOID18 height accuracy estimate available here.
 LH0622
 LH0622.Click photographs - Photos may exist for this station.
 LH0622
 LH0622.The dynamic height is computed by dividing the NAVD 88
 LH0622.geopotential number by the normal gravity value computed on the
 LH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0622.degrees latitude (g = 980.6199 gals.).
 LH0622
 LH0622.The modeled gravity was interpolated from observed gravity values.
 LH0622
 LH0622;                    North         East    Units  Estimated Accuracy
 LH0622;SPC NE       -   120,574.3     562,715.0     MT  (+/- 3 meters HH1 GPS) 
 LH0622
 LH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7850129562(NAD 83)
 LH0622
 LH0622                          SUPERSEDED SURVEY CONTROL
 LH0622
 LH0622  NGVD 29 (??/??/92)  709.215  (m)         2326.82   (f) ADJ UNCH    2 0
 LH0622
 LH0622.Superseded values are not recommended for survey control.
 LH0622
 LH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0622.See file dsdata.pdf to determine how the superseded data were derived.
 LH0622
 LH0622_MARKER: DB = BENCH MARK DISK
 LH0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0622_STAMPING: B 294 1949
 LH0622_MARK LOGO: CGS
 LH0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0622+STABILITY: SURFACE MOTION
 LH0622
 LH0622  HISTORY     - Date     Condition        Report By
 LH0622  HISTORY     - 1949     MONUMENTED       CGS
 LH0622
 LH0622                          STATION DESCRIPTION
 LH0622
 LH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0622'5.9 MI N FROM AMHERST.
 LH0622'5.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0622'AMHERST, AT THE SOUTHEAST CORNER OF SECTION 16, T. 11 N.,
 LH0622'R. 17 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0622'68 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 29 FEET
 LH0622'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26 FEET NORTH
 LH0622'OF A CORNER FENCE POST, 1.1 FEET WEST OF A FENCE, 2.2 FEET
 LH0622'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0622'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0622'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0548 ***********************************************************************
 LH0548  DESIGNATION -  B 295
 LH0548  PID         -  LH0548
 LH0548  STATE/COUNTY-  NE/BUFFALO
 LH0548  COUNTRY     -  US
 LH0548  USGS QUAD   -  MILLER (2017)
 LH0548
 LH0548                         *CURRENT SURVEY CONTROL
 LH0548  ______________________________________________________________________
 LH0548* NAD 83(1986) POSITION- 40 56 35.     (N) 099 23 16.     (W)   SCALED
 LH0548* NAVD 88 ORTHO HEIGHT -   714.065 (meters)     2342.73  (feet) ADJUSTED
 LH0548  ______________________________________________________________________
 LH0548  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 LH0548  DYNAMIC HEIGHT  -        713.664 (meters)     2341.41  (feet) COMP
 LH0548  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 LH0548
 LH0548  VERT ORDER      -  SECOND    CLASS 0
 LH0548
 LH0548.The horizontal coordinates were scaled from a map and have
 LH0548.an estimated accuracy of +/- 6 seconds.
 LH0548
 LH0548.The orthometric height was determined by differential leveling and
 LH0548.adjusted by the NATIONAL GEODETIC SURVEY
 LH0548.in June 1991.
 LH0548
 LH0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0548.GEOID18 height accuracy estimate available here.
 LH0548
 LH0548.Click photographs - Photos may exist for this station.
 LH0548
 LH0548.The dynamic height is computed by dividing the NAVD 88
 LH0548.geopotential number by the normal gravity value computed on the
 LH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0548.degrees latitude (g = 980.6199 gals.).
 LH0548
 LH0548.The modeled gravity was interpolated from observed gravity values.
 LH0548
 LH0548;                    North         East    Units  Estimated Accuracy
 LH0548;SPC NE       -   123,390.      551,540.      MT  (+/- 180 meters Scaled)
 LH0548
 LH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML673325(NAD 83)
 LH0548
 LH0548                          SUPERSEDED SURVEY CONTROL
 LH0548
 LH0548  NGVD 29 (??/??/92)  713.808  (m)         2341.89   (f) ADJ UNCH    2 0
 LH0548
 LH0548.Superseded values are not recommended for survey control.
 LH0548
 LH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0548.See file dsdata.pdf to determine how the superseded data were derived.
 LH0548
 LH0548_MARKER: DB = BENCH MARK DISK
 LH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0548_STAMPING: B 295 1949
 LH0548_MARK LOGO: CGS
 LH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0548+STABILITY: SURFACE MOTION
 LH0548
 LH0548  HISTORY     - Date     Condition        Report By
 LH0548  HISTORY     - 1949     MONUMENTED       CGS
 LH0548
 LH0548                          STATION DESCRIPTION
 LH0548
 LH0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0548'1 MI N FROM MILLER.
 LH0548'1.0 MILE NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0548'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER
 LH0548'AT THE SUMMIT OF A HILL, NEAR THE NORTHWEST CORNER OF A CEMETERY,
 LH0548'59 FEET NORTH OF THE CENTER LINE OF THE MOST SOUTHERLY GATE,
 LH0548'33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 LH0548'SOUTH OF THE CENTER LINE OF THE MOST NORTHERLY GATE, 1.4 FEET
 LH0548'WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN
 LH0548'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0548'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0549 ***********************************************************************
 LH0549  DESIGNATION -  B 295 RESET
 LH0549  PID         -  LH0549
 LH0549  STATE/COUNTY-  NE/BUFFALO
 LH0549  COUNTRY     -  US
 LH0549  USGS QUAD   -  MILLER (2017)
 LH0549
 LH0549                         *CURRENT SURVEY CONTROL
 LH0549  ______________________________________________________________________
 LH0549* NAD 83(1986) POSITION- 40 56 35.48   (N) 099 23 15.37   (W)   HD_HELD1
 LH0549* NAVD 88 ORTHO HEIGHT -   712.05  (meters)     2336.1   (feet) RESET
 LH0549  ______________________________________________________________________
 LH0549  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 LH0549  VERT ORDER      -  THIRD
 LH0549
 LH0549.The horizontal coordinates were determined by differentially corrected
 LH0549.hand held GPS observations or other comparable positioning techniques
 LH0549.and have an estimated accuracy of +/- 3 meters.
 LH0549
 LH0549.The orthometric height was computed from unverified reset data.
 LH0549
 LH0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0549.GEOID18 height accuracy estimate available here.
 LH0549
 LH0549.Click photographs - Photos may exist for this station.
 LH0549
 LH0549;                    North         East    Units  Estimated Accuracy
 LH0549;SPC NE       -   123,406.3     551,552.8     MT  (+/- 3 meters HH1 GPS) 
 LH0549
 LH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6737432522(NAD 83)
 LH0549
 LH0549                          SUPERSEDED SURVEY CONTROL
 LH0549
 LH0549  NGVD 29 (??/??/??)  711.79   (m)         2335.3    (f) RESET       3  
 LH0549
 LH0549.Superseded values are not recommended for survey control.
 LH0549
 LH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0549.See file dsdata.pdf to determine how the superseded data were derived.
 LH0549
 LH0549_MARKER: DB = BENCH MARK DISK
 LH0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0549_STAMPING: B 295 RESET 1967
 LH0549_MARK LOGO: CGS
 LH0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0549+STABILITY: SURFACE MOTION
 LH0549
 LH0549  HISTORY     - Date     Condition        Report By
 LH0549  HISTORY     - 1967     MONUMENTED       LOCSUR
 LH0549  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0549
 LH0549                          STATION DESCRIPTION
 LH0549
 LH0549'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 LH0549'1 MI N FROM MILLER.
 LH0549'1 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF STATE
 LH0549'HIGHWAY 40 AT MILLER, AT THE SUMMIT OF A HILL, 83 FEET NORTH
 LH0549'OF THE CENTERLINE OF THE NORTH GATE A CEMETERY, 59 FEET EAST
 LH0549'OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET WEST OF A
 LH0549'FENCE, 0.5 FOOT SOUTH OF A STEEL WITNESS POST, AND SET IN
 LH0549'THE TOP OF A CONCRETE POST.
 LH0549
 LH0549                          STATION RECOVERY (1983)
 LH0549
 LH0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0930 ***********************************************************************
 MJ0930  DESIGNATION -  B 296
 MJ0930  PID         -  MJ0930
 MJ0930  STATE/COUNTY-  NE/CASS
 MJ0930  COUNTRY     -  US
 MJ0930  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0930
 MJ0930                         *CURRENT SURVEY CONTROL
 MJ0930  ______________________________________________________________________
 MJ0930* NAD 83(1986) POSITION- 41 00 07.     (N) 095 54 41.     (W)   SCALED
 MJ0930* NAVD 88 ORTHO HEIGHT -   350.339 (meters)     1149.40  (feet) ADJUSTED
 MJ0930  ______________________________________________________________________
 MJ0930  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 MJ0930  DYNAMIC HEIGHT  -        350.191 (meters)     1148.92  (feet) COMP
 MJ0930  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 MJ0930
 MJ0930  VERT ORDER      -  SECOND    CLASS 0
 MJ0930
 MJ0930.The horizontal coordinates were scaled from a map and have
 MJ0930.an estimated accuracy of +/- 6 seconds.
 MJ0930
 MJ0930.The orthometric height was determined by differential leveling and
 MJ0930.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0930.in June 1991.
 MJ0930
 MJ0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0930.GEOID18 height accuracy estimate available here.
 MJ0930
 MJ0930.Click photographs - Photos may exist for this station.
 MJ0930
 MJ0930.The dynamic height is computed by dividing the NAVD 88
 MJ0930.geopotential number by the normal gravity value computed on the
 MJ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0930.degrees latitude (g = 980.6199 gals.).
 MJ0930
 MJ0930.The modeled gravity was interpolated from observed gravity values.
 MJ0930
 MJ0930;                    North         East    Units  Estimated Accuracy
 MJ0930;SPC NE       -   137,880.      843,750.      MT  (+/- 180 meters Scaled)
 MJ0930
 MJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551430(NAD 83)
 MJ0930
 MJ0930                          SUPERSEDED SURVEY CONTROL
 MJ0930
 MJ0930  NGVD 29 (??/??/92)  350.240  (m)         1149.08   (f) ADJ UNCH    2 0
 MJ0930
 MJ0930.Superseded values are not recommended for survey control.
 MJ0930
 MJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0930.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0930
 MJ0930_MARKER: DB = BENCH MARK DISK
 MJ0930_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MJ0930_SP_SET: OVERPASS WINGWALL
 MJ0930_STAMPING: B 296 1949
 MJ0930_MARK LOGO: CGS
 MJ0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0930
 MJ0930  HISTORY     - Date     Condition        Report By
 MJ0930  HISTORY     - 1949     MONUMENTED       CGS
 MJ0930  HISTORY     - 1957     GOOD             CGS
 MJ0930  HISTORY     - 1975     GOOD             LOCSUR
 MJ0930  HISTORY     - 19980526 GOOD             NEDR
 MJ0930
 MJ0930                          STATION DESCRIPTION
 MJ0930
 MJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0930'1.8 MI SW FROM PLATTSMOUTH.
 MJ0930'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 MJ0930'THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAYS 75, 73, AND 34, THENCE
 MJ0930'0.85 MILE WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD, SET IN
 MJ0930'THE TOP OF THE SOUTHWEST WINGWALL OF A 120 FOOT OVERPASS OVER THE
 MJ0930'MISSOURI PACIFIC RAILROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0930'ROAD, 0.6 FOOT ABOVE THE ROAD.
 MJ0930
 MJ0930                          STATION RECOVERY (1957)
 MJ0930
 MJ0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MJ0930'RECOVERED IN GOOD CONDITION.
 MJ0930
 MJ0930                          STATION RECOVERY (1975)
 MJ0930
 MJ0930'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0930'RECOVERED IN GOOD CONDITION.
 MJ0930
 MJ0930                          STATION RECOVERY (1998)
 MJ0930
 MJ0930'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 MJ0930'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED
 MJ0930'BECAUSE THE BRIDGE IS BEING REPLACED WITH A NEW STRUCTURE.  SEE THE
 MJ0930'DESCRIPTION TO B 296 RESET IN 1998.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1434 ***********************************************************************
 AI1434  DESIGNATION -  B 296 RESET
 AI1434  PID         -  AI1434
 AI1434  STATE/COUNTY-  NE/CASS
 AI1434  COUNTRY     -  US
 AI1434  USGS QUAD   -  PLATTSMOUTH (2017)
 AI1434
 AI1434                         *CURRENT SURVEY CONTROL
 AI1434  ______________________________________________________________________
 AI1434* NAD 83(1986) POSITION- 41 00 08.     (N) 095 54 41.     (W)   SCALED
 AI1434* NAVD 88 ORTHO HEIGHT -   357.77  (meters)     1173.8   (feet) RESET
 AI1434  ______________________________________________________________________
 AI1434  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 AI1434  VERT ORDER      -  THIRD
 AI1434
 AI1434.The horizontal coordinates were scaled from a map and have
 AI1434.an estimated accuracy of +/- 6 seconds.
 AI1434
 AI1434.The orthometric height was computed from unverified reset data.
 AI1434
 AI1434.No vertical observational check was made to the station.
 AI1434
 AI1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1434.GEOID18 height accuracy estimate available here.
 AI1434
 AI1434.Click photographs - Photos may exist for this station.
 AI1434
 AI1434;                    North         East    Units  Estimated Accuracy
 AI1434;SPC NE       -   137,910.      843,750.      MT  (+/- 180 meters Scaled)
 AI1434
 AI1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551430(NAD 83)
 AI1434
 AI1434                          SUPERSEDED SURVEY CONTROL
 AI1434
 AI1434.No superseded survey control is available for this station.
 AI1434
 AI1434_MARKER: DV = VERTICAL CONTROL DISK
 AI1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1434_STAMPING: B 296 RESET 1998
 AI1434_MARK LOGO: NGS
 AI1434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1434+STABILITY: SURFACE MOTION
 AI1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1434+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 AI1434
 AI1434  HISTORY     - Date     Condition        Report By
 AI1434  HISTORY     - 1998     MONUMENTED       NEDR
 AI1434  HISTORY     - 20160614 GOOD             INDIV
 AI1434
 AI1434                          STATION DESCRIPTION
 AI1434
 AI1434'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 AI1434'THE MARK IS LOCATED 0.25 MI (0.40 KM) WEST ALONG STATE HIGHWAY 66 FROM
 AI1434'ITS JUNCTION WITH U.S.  HIGHWAYS 34 AND 75, AT PLATTSMOUTH, ON THE
 AI1434'NORTH RIGHT-OF-WAY OF HIGHWAY 66 AND IN THE SE1/4, SEC14, T12N, R13E.
 AI1434'IT IS 23.60 M (77.43 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 AI1434'12.83 M (42.09 FT) SOUTHEAST FROM THE CENTER OF A WATER VALVE COVER,
 AI1434'12.7 M (41.7 FT) EAST FROM THE CENTERLINE OF A FARM DRIVE LEADING TO
 AI1434'THE NORTH, 4.945 M (16.224 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 AI1434'TOP OF A FIRE HYDRANT, 3.25 M (10.66 FT) WEST-SOUTHWEST FROM A NAIL IN
 AI1434'A UTILITY POLE AND 0.81 M (2.66 FT) SOUTH FROM A WITNESS POST.  THE
 AI1434'MONUMENT CONTAINS A MAGNET.
 AI1434
 AI1434                          STATION RECOVERY (2016)
 AI1434
 AI1434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (TM)
 AI1434'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1111 ***********************************************************************
 LF1111  DESIGNATION -  B 297
 LF1111  PID         -  LF1111
 LF1111  STATE/COUNTY-  NE/CASS
 LF1111  COUNTRY     -  US
 LF1111  USGS QUAD   -  MURRAY (2017)
 LF1111
 LF1111                         *CURRENT SURVEY CONTROL
 LF1111  ______________________________________________________________________
 LF1111* NAD 83(1986) POSITION- 40 54 55.     (N) 095 57 50.     (W)   SCALED
 LF1111* NAVD 88 ORTHO HEIGHT -   373.521 (meters)     1225.46  (feet) ADJUSTED
 LF1111  ______________________________________________________________________
 LF1111  GEOID HEIGHT    -        -27.295 (meters)                     GEOID18
 LF1111  DYNAMIC HEIGHT  -        373.363 (meters)     1224.94  (feet) COMP
 LF1111  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 LF1111
 LF1111  VERT ORDER      -  SECOND    CLASS 0
 LF1111
 LF1111.The horizontal coordinates were scaled from a map and have
 LF1111.an estimated accuracy of +/- 6 seconds.
 LF1111
 LF1111.The orthometric height was determined by differential leveling and
 LF1111.adjusted by the NATIONAL GEODETIC SURVEY
 LF1111.in June 1991.
 LF1111
 LF1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1111.GEOID18 height accuracy estimate available here.
 LF1111
 LF1111.Click photographs - Photos may exist for this station.
 LF1111
 LF1111.The dynamic height is computed by dividing the NAVD 88
 LF1111.geopotential number by the normal gravity value computed on the
 LF1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1111.degrees latitude (g = 980.6199 gals.).
 LF1111
 LF1111.The modeled gravity was interpolated from observed gravity values.
 LF1111
 LF1111;                    North         East    Units  Estimated Accuracy
 LF1111;SPC NE       -   128,060.      839,790.      MT  (+/- 180 meters Scaled)
 LF1111
 LF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF503335(NAD 83)
 LF1111
 LF1111                          SUPERSEDED SURVEY CONTROL
 LF1111
 LF1111  NGVD 29 (??/??/92)  373.420  (m)         1225.13   (f) ADJ UNCH    2 0
 LF1111
 LF1111.Superseded values are not recommended for survey control.
 LF1111
 LF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1111.See file dsdata.pdf to determine how the superseded data were derived.
 LF1111
 LF1111_MARKER: DB = BENCH MARK DISK
 LF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1111_STAMPING: B 297 1949
 LF1111_MARK LOGO: CGS
 LF1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1111+STABILITY: SURFACE MOTION
 LF1111
 LF1111  HISTORY     - Date     Condition        Report By
 LF1111  HISTORY     - 1949     MONUMENTED       CGS
 LF1111
 LF1111                          STATION DESCRIPTION
 LF1111
 LF1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF1111'2 MI W FROM MURRAY.
 LF1111'2.05 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LF1111'RAILROAD STATION AT MURRAY, ON THE EAST SLOPE OF A HILL, AT THE
 LF1111'FRANK MRASEK FARM HOME, 90 FEET NORTH OF THE CENTER LINE OF THE
 LF1111'HIGHWAY, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 LF1111'14 FEET EAST OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS NORTH,
 LF1111'1.7 FEET WEST OF A YARD FENCE, 1.4 FEET SOUTH OF A WITNESS POST,
 LF1111'SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LF1111'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1010 ***********************************************************************
 MK1010  DESIGNATION -  B 298
 MK1010  PID         -  MK1010
 MK1010  STATE/COUNTY-  NE/SAUNDERS
 MK1010  COUNTRY     -  US
 MK1010  USGS QUAD   -  WAHOO EAST (2017)
 MK1010
 MK1010                         *CURRENT SURVEY CONTROL
 MK1010  ______________________________________________________________________
 MK1010* NAD 83(1986) POSITION- 41 13 13.     (N) 096 33 49.     (W)   SCALED
 MK1010* NAVD 88 ORTHO HEIGHT -   366.993 (meters)     1204.04  (feet) ADJUSTED
 MK1010  ______________________________________________________________________
 MK1010  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 MK1010  DYNAMIC HEIGHT  -        366.820 (meters)     1203.48  (feet) COMP
 MK1010  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 MK1010
 MK1010  VERT ORDER      -  SECOND    CLASS 0
 MK1010
 MK1010.The horizontal coordinates were scaled from a map and have
 MK1010.an estimated accuracy of +/- 6 seconds.
 MK1010
 MK1010.The orthometric height was determined by differential leveling and
 MK1010.adjusted by the NATIONAL GEODETIC SURVEY
 MK1010.in June 1991.
 MK1010
 MK1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1010.GEOID18 height accuracy estimate available here.
 MK1010
 MK1010.Click photographs - Photos may exist for this station.
 MK1010
 MK1010.The dynamic height is computed by dividing the NAVD 88
 MK1010.geopotential number by the normal gravity value computed on the
 MK1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1010.degrees latitude (g = 980.6199 gals.).
 MK1010
 MK1010.The modeled gravity was interpolated from observed gravity values.
 MK1010
 MK1010;                    North         East    Units  Estimated Accuracy
 MK1010;SPC NE       -   159,710.      787,990.      MT  (+/- 180 meters Scaled)
 MK1010
 MK1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL042660(NAD 83)
 MK1010
 MK1010                          SUPERSEDED SURVEY CONTROL
 MK1010
 MK1010  NGVD 29 (??/??/92)  366.852  (m)         1203.58   (f) ADJ UNCH    2 0
 MK1010
 MK1010.Superseded values are not recommended for survey control.
 MK1010
 MK1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1010.See file dsdata.pdf to determine how the superseded data were derived.
 MK1010
 MK1010_MARKER: DB = BENCH MARK DISK
 MK1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1010_STAMPING: B 298 1950
 MK1010_MARK LOGO: CGS
 MK1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1010+STABILITY: SURFACE MOTION
 MK1010
 MK1010  HISTORY     - Date     Condition        Report By
 MK1010  HISTORY     - 1950     MONUMENTED       CGS
 MK1010  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1010
 MK1010                          STATION DESCRIPTION
 MK1010
 MK1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1010'3.8 MI E FROM WAHOO.
 MK1010'1.0 MILE NORTHEAST ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1010'AT WAHOO, THENCE 2.85 MILES EAST ALONG A GRAVELED ROAD, AT A ROAD
 MK1010'INTERSECTION, 0.2 MILE NORTHEAST OF A FARMHOUSE, IN LINE WITH A
 MK1010'NORTH AND SOUTH ROW OF TELEPHONE POLES, 55 FEET NORTH OF THE CENTER
 MK1010'LINE OF THE EAST AND WEST ROAD, 28 FEET WEST OF THE CENTER LINE OF
 MK1010'THE NORTH AND SOUTH ROAD, 11 FEET SOUTH OF THE FIRST TELEPHONE
 MK1010'POLE NORTH OF THE ROAD INTERSECTION, 1.5 FEET SOUTHWEST OF A
 MK1010'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1010'FOOT ABOVE THE GROUND.  THIS MARK IS 1.25 MILES WEST OF BENCH
 MK1010'MARK R 298.
 MK1010
 MK1010                          STATION RECOVERY (1984)
 MK1010
 MK1010'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0709 ***********************************************************************
 MK0709  DESIGNATION -  B 299
 MK0709  PID         -  MK0709
 MK0709  STATE/COUNTY-  NE/SAUNDERS
 MK0709  COUNTRY     -  US
 MK0709  USGS QUAD   -  WANN (2017)
 MK0709
 MK0709                         *CURRENT SURVEY CONTROL
 MK0709  ______________________________________________________________________
 MK0709* NAD 83(1995) POSITION- 41 08 46.29696(N) 096 22 04.52585(W)   ADJUSTED
 MK0709* NAVD 88 ORTHO HEIGHT -   329.627 (meters)     1081.45  (feet) ADJUSTED
 MK0709  ______________________________________________________________________
 MK0709  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 MK0709  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 MK0709  DYNAMIC HEIGHT  -        329.488 (meters)     1081.00  (feet) COMP
 MK0709  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 MK0709
 MK0709  HORZ ORDER      -  SECOND
 MK0709  VERT ORDER      -  SECOND    CLASS 0
 MK0709
 MK0709.The horizontal coordinates were established by classical geodetic methods
 MK0709.and adjusted by the National Geodetic Survey in August 1997.
 MK0709
 MK0709.The orthometric height was determined by differential leveling and
 MK0709.adjusted by the NATIONAL GEODETIC SURVEY
 MK0709.in June 1991.
 MK0709
 MK0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0709.GEOID18 height accuracy estimate available here.
 MK0709
 MK0709.Click photographs - Photos may exist for this station.
 MK0709
 MK0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0709
 MK0709.The dynamic height is computed by dividing the NAVD 88
 MK0709.geopotential number by the normal gravity value computed on the
 MK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0709.degrees latitude (g = 980.6199 gals.).
 MK0709
 MK0709.The modeled gravity was interpolated from observed gravity values.
 MK0709
 MK0709. The following values were computed from the NAD 83(1995) position.
 MK0709
 MK0709;                    North         East     Units Scale Factor Converg.
 MK0709;SPC NE       -   152,162.950   804,721.421   MT  0.99967818   +2 24 25.1
 MK0709;SPC NE       -   499,221.28  2,640,156.86   sFT  0.99967818   +2 24 25.1
 MK0709;UTM  14      - 4,558,325.676   720,882.366   MT  1.00020050   +1 43 57.2
 MK0709
 MK0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0709!SPC NE       -   0.99995248  x   0.99967818  =   0.99963068
 MK0709!UTM  14      -   0.99995248  x   1.00020050  =   1.00015297
 MK0709
 MK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2088258325(NAD 83)
 MK0709
 MK0709                          SUPERSEDED SURVEY CONTROL
 MK0709
 MK0709  NAD 83(1986)-  41 08 46.30802(N)    096 22 04.52841(W) AD(       ) 2
 MK0709  NAD 27      -  41 08 46.31076(N)    096 22 03.43432(W) AD(       ) 2
 MK0709  NGVD 29 (??/??/92)  329.513  (m)         1081.08   (f) ADJ UNCH    2 0
 MK0709  NGVD 29             329.51   (m)         1081.1    (f) LEVELING    3  
 MK0709
 MK0709.Superseded values are not recommended for survey control.
 MK0709
 MK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0709.See file dsdata.pdf to determine how the superseded data were derived.
 MK0709
 MK0709_MARKER: DB = BENCH MARK DISK
 MK0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0709_STAMPING: B 299 1950
 MK0709_MARK LOGO: CGS
 MK0709_PROJECTION: FLUSH
 MK0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0709+STABILITY: SURFACE MOTION
 MK0709
 MK0709  HISTORY     - Date     Condition        Report By
 MK0709  HISTORY     - 1950     MONUMENTED       CGS
 MK0709  HISTORY     - 1967     GOOD             CGS
 MK0709  HISTORY     - 20060615 MARK NOT FOUND   INDIV
 MK0709
 MK0709                          STATION DESCRIPTION
 MK0709
 MK0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0709'0.6 MI W FROM WANN.
 MK0709'0.6 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0709'AND QUINCY RAILROAD STATION AT WANN, AT A T ROAD JUNCTION, 191
 MK0709'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 94 FEET
 MK0709'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ALBIN ANDERSON
 MK0709'FARMHOUSE, 52 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 MK0709'SOUTH, 1.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BARN, 25.4
 MK0709'FEET NORTH OF THE SOUTHWEST CORNER OF THE BARN, SET IN THE
 MK0709'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0709
 MK0709                          STATION RECOVERY (1967)
 MK0709
 MK0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0709'USC AND GS DESCRIPTION AS FOLLOWS--WANN, 0.6 MI W. ALONG GRAVEL
 MK0709'RD. FROM THE CHICAGO, BURLINGTON AND QUINCY RR. STATION AT.
 MK0709'AT A T-RD. JCT., 191 FT S. OF THE CENTER OF E.-W. RD..  94 FT
 MK0709'SW. OF THE SW. CORNER OF THE ALBIN ANDERSON FARMHOUSE, 52 FT E.
 MK0709'OF CENTER OF RD. LEADING S..  1.6 FT SW. OF THE NW. CORNER OF
 MK0709'BARN, 25.4 FT N. OF THE SW. CORNER OF BARN.  SET IN TOP OF
 MK0709'CONCRETE POST WHICH IS FLUSH WITH GROUND.  USC AND GS STANDARD
 MK0709'DISK STAMPED B 299 1950.
 MK0709
 MK0709                          STATION RECOVERY (2006)
 MK0709
 MK0709'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK0709'MARK IS BELIEVED TO BE DESTROYED.  CURRENT OCCUPANT OF THE FARM HOUSE
 MK0709'IS THE GRANDSON OF MR. ANDERSON. HE HAS STATED THAT THE MARK WAS
 MK0709'REMOVED ACCIDENTALLY WHEN THE REMAINS OF THE BLOWN DOWN BARN WERE
 MK0709'EXCAVATED MANY YEARS AGO.  MEASUREMENTS WERE MADE FROM THE HOUSE AND
 MK0709'ROAD AND BY HH GPS AND METAL DETECTOR WHICH COULD TURN UP NO
 MK0709'EVIDENCE OF THE MARK. SEE MARK ET NORMAN FOR A NEARBY HZ REFERENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0784 ***********************************************************************
 MK0784  DESIGNATION -  B 300
 MK0784  PID         -  MK0784
 MK0784  STATE/COUNTY-  NE/DOUGLAS
 MK0784  COUNTRY     -  US
 MK0784  USGS QUAD   -  WANN (2017)
 MK0784
 MK0784                         *CURRENT SURVEY CONTROL
 MK0784  ______________________________________________________________________
 MK0784* NAD 83(1986) POSITION- 41 14 01.32   (N) 096 20 14.16   (W)   HD_HELD1
 MK0784* NAVD 88 ORTHO HEIGHT -   340.421 (meters)     1116.86  (feet) ADJUSTED
 MK0784  ______________________________________________________________________
 MK0784  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 MK0784  DYNAMIC HEIGHT  -        340.269 (meters)     1116.37  (feet) COMP
 MK0784  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 MK0784
 MK0784  VERT ORDER      -  SECOND    CLASS 0
 MK0784
 MK0784.The horizontal coordinates were determined by differentially corrected
 MK0784.hand held GPS observations or other comparable positioning techniques
 MK0784.and have an estimated accuracy of +/- 3 meters.
 MK0784
 MK0784.The orthometric height was determined by differential leveling and
 MK0784.adjusted by the NATIONAL GEODETIC SURVEY
 MK0784.in June 1991.
 MK0784
 MK0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0784.GEOID18 height accuracy estimate available here.
 MK0784
 MK0784.Click photographs - Photos may exist for this station.
 MK0784
 MK0784.The dynamic height is computed by dividing the NAVD 88
 MK0784.geopotential number by the normal gravity value computed on the
 MK0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0784.degrees latitude (g = 980.6199 gals.).
 MK0784
 MK0784.The modeled gravity was interpolated from observed gravity values.
 MK0784
 MK0784;                    North         East    Units  Estimated Accuracy
 MK0784;SPC NE       -   161,977.8     806,880.5     MT  (+/- 3 meters HH1 GPS) 
 MK0784
 MK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2315768119(NAD 83)
 MK0784
 MK0784                          SUPERSEDED SURVEY CONTROL
 MK0784
 MK0784  NGVD 29 (??/??/92)  340.293  (m)         1116.44   (f) ADJ UNCH    2 0
 MK0784
 MK0784.Superseded values are not recommended for survey control.
 MK0784
 MK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0784.See file dsdata.pdf to determine how the superseded data were derived.
 MK0784
 MK0784_MARKER: DB = BENCH MARK DISK
 MK0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0784_SP_SET: BRIDGE
 MK0784_STAMPING: B 300 1950
 MK0784_MARK LOGO: CGS
 MK0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0784+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2014
 MK0784
 MK0784  HISTORY     - Date     Condition        Report By
 MK0784  HISTORY     - 1950     MONUMENTED       CGS
 MK0784  HISTORY     - 20110117 GOOD             INDIV
 MK0784  HISTORY     - 20140219 GOOD             INDIV
 MK0784
 MK0784                          STATION DESCRIPTION
 MK0784
 MK0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0784'3.6 MI E FROM YUTAN.
 MK0784'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0784'YUTAN, THENCE 3.1 MILES EAST ALONG U.S. HIGHWAY 30 A AND STATE
 MK0784'HIGHWAY 92, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0784'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 MK0784'WINGWALL OF CONCRETE BRIDGE 2124.
 MK0784
 MK0784                          STATION RECOVERY (2011)
 MK0784
 MK0784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0784'RECOVERED IN GOOD CONDITION
 MK0784
 MK0784                          STATION RECOVERY (2014)
 MK0784
 MK0784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 MK0784'FOUND IN GOOD CONDITION, THE BRIDGE NO. IS 464.00 ON HWY 92.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0795 ***********************************************************************
 MK0795  DESIGNATION -  B 301
 MK0795  PID         -  MK0795
 MK0795  STATE/COUNTY-  NE/SARPY
 MK0795  COUNTRY     -  US
 MK0795  USGS QUAD   -  ASHLAND EAST (2017)
 MK0795
 MK0795                         *CURRENT SURVEY CONTROL
 MK0795  ______________________________________________________________________
 MK0795* NAD 83(1986) POSITION- 41 07 02.75   (N) 096 16 53.11   (W)   HD_HELD1
 MK0795* NAVD 88 ORTHO HEIGHT -   337.823 (meters)     1108.34  (feet) ADJUSTED
 MK0795  ______________________________________________________________________
 MK0795  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 MK0795  DYNAMIC HEIGHT  -        337.682 (meters)     1107.88  (feet) COMP
 MK0795  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 MK0795
 MK0795  VERT ORDER      -  SECOND    CLASS 0
 MK0795
 MK0795.The horizontal coordinates were determined by differentially corrected
 MK0795.hand held GPS observations or other comparable positioning techniques
 MK0795.and have an estimated accuracy of +/- 3 meters.
 MK0795
 MK0795.The orthometric height was determined by differential leveling and
 MK0795.adjusted by the NATIONAL GEODETIC SURVEY
 MK0795.in June 1991.
 MK0795
 MK0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0795.GEOID18 height accuracy estimate available here.
 MK0795
 MK0795.Click photographs - Photos may exist for this station.
 MK0795
 MK0795.The dynamic height is computed by dividing the NAVD 88
 MK0795.geopotential number by the normal gravity value computed on the
 MK0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0795.degrees latitude (g = 980.6199 gals.).
 MK0795
 MK0795.The modeled gravity was interpolated from observed gravity values.
 MK0795
 MK0795;                    North         East    Units  Estimated Accuracy
 MK0795;SPC NE       -   149,281.1     812,111.8     MT  (+/- 3 meters HH1 GPS) 
 MK0795
 MK0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2824255355(NAD 83)
 MK0795
 MK0795                          SUPERSEDED SURVEY CONTROL
 MK0795
 MK0795  NGVD 29 (??/??/92)  337.714  (m)         1107.98   (f) ADJ UNCH    2 0
 MK0795
 MK0795.Superseded values are not recommended for survey control.
 MK0795
 MK0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0795.See file dsdata.pdf to determine how the superseded data were derived.
 MK0795
 MK0795_MARKER: DB = BENCH MARK DISK
 MK0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0795_STAMPING: B 301 1950
 MK0795_MARK LOGO: CGS
 MK0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0795+STABILITY: SURFACE MOTION
 MK0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0795+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2016
 MK0795
 MK0795  HISTORY     - Date     Condition        Report By
 MK0795  HISTORY     - 1950     MONUMENTED       CGS
 MK0795  HISTORY     - 20080214 GOOD             THOMDD
 MK0795  HISTORY     - 20150309 GOOD             INDIV
 MK0795  HISTORY     - 20161031 GOOD             THOMDD
 MK0795
 MK0795                          STATION DESCRIPTION
 MK0795
 MK0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0795'3.2 MI SW FROM GRETNA.
 MK0795'1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0795'GRETNA, THENCE 1.45 MILES SOUTH ALONG A GRAVELED ROAD, AT A
 MK0795'SCHOOLHOUSE, 201 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK0795'SOUTH ROAD, 93 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK0795'WEST ROAD, 49 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MK0795'SCHOOLHOUSE, 2 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A
 MK0795'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0795'0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 0.55 MILE WEST OF
 MK0795'BENCH MARK M 79.
 MK0795
 MK0795                          STATION RECOVERY (2008)
 MK0795
 MK0795'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2008 (JAG)
 MK0795'WITNESS POST, FENCE,  AND SCHOOLHOUSE HAVE BEEN REMOVED. THE N-S ROAD
 MK0795'IS 234TH STREET. THE E-W ROAD IS CAPEHART ROAD. THE MARK PROJECTS
 MK0795'ABOUT ONE FOOT ABOVE GROUND.
 MK0795
 MK0795                          STATION RECOVERY (2015)
 MK0795
 MK0795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TSM)
 MK0795'RECOVERED MARK 198 FEET EAST OF CENTERLINE OF 234TH STREET AND 94
 MK0795'FEET SOUTH OF CENTERLINE OF CAPEHART ROAD.
 MK0795
 MK0795                          STATION RECOVERY (2016)
 MK0795
 MK0795'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (NJO)
 MK0795'LOCAL GPS RTK LAT 41D 07M 02.759S N   LON 96D 16M 53.109S W EHGT
 MK0795'1021.01FT. APPROX 1.5FT ABOVE GRADE IN CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0561 ***********************************************************************
 MK0561  DESIGNATION -  B 302
 MK0561  PID         -  MK0561
 MK0561  STATE/COUNTY-  NE/DOUGLAS
 MK0561  COUNTRY     -  US
 MK0561  USGS QUAD   -  ELKHORN (2017)
 MK0561
 MK0561                         *CURRENT SURVEY CONTROL
 MK0561  ______________________________________________________________________
 MK0561* NAD 83(1986) POSITION- 41 16 51.84   (N) 096 14 04.26   (W)   HD_HELD1
 MK0561* NAVD 88 ORTHO HEIGHT -   354.492 (meters)     1163.03  (feet) ADJUSTED
 MK0561  ______________________________________________________________________
 MK0561  GEOID HEIGHT    -        -27.366 (meters)                     GEOID18
 MK0561  DYNAMIC HEIGHT  -        354.331 (meters)     1162.50  (feet) COMP
 MK0561  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 MK0561
 MK0561  VERT ORDER      -  SECOND    CLASS 0
 MK0561
 MK0561.The horizontal coordinates were determined by differentially corrected
 MK0561.hand held GPS observations or other comparable positioning techniques
 MK0561.and have an estimated accuracy of +/- 3 meters.
 MK0561
 MK0561.The orthometric height was determined by differential leveling and
 MK0561.adjusted by the NATIONAL GEODETIC SURVEY
 MK0561.in June 1991.
 MK0561
 MK0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0561.GEOID18 height accuracy estimate available here.
 MK0561
 MK0561.Click photographs - Photos may exist for this station.
 MK0561
 MK0561.The dynamic height is computed by dividing the NAVD 88
 MK0561.geopotential number by the normal gravity value computed on the
 MK0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0561.degrees latitude (g = 980.6199 gals.).
 MK0561
 MK0561.The modeled gravity was interpolated from observed gravity values.
 MK0561
 MK0561;                    North         East    Units  Estimated Accuracy
 MK0561;SPC NE       -   167,601.4     815,255.0     MT  (+/- 3 meters HH1 GPS) 
 MK0561
 MK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3160273648(NAD 83)
 MK0561
 MK0561                          SUPERSEDED SURVEY CONTROL
 MK0561
 MK0561  NGVD 29 (??/??/92)  354.360  (m)         1162.60   (f) ADJ UNCH    2 0
 MK0561
 MK0561.Superseded values are not recommended for survey control.
 MK0561
 MK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0561.See file dsdata.pdf to determine how the superseded data were derived.
 MK0561
 MK0561_MARKER: DB = BENCH MARK DISK
 MK0561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0561_SP_SET: PILLAR
 MK0561_STAMPING: B 302 1950
 MK0561_MARK LOGO: CGS
 MK0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0561+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2013
 MK0561
 MK0561  HISTORY     - Date     Condition        Report By
 MK0561  HISTORY     - 1950     MONUMENTED       CGS
 MK0561  HISTORY     - 1976     GOOD             LOCSUR
 MK0561  HISTORY     - 1977     GOOD             NGS
 MK0561  HISTORY     - 1985     GOOD             USGS
 MK0561  HISTORY     - 20110118 GOOD             INDIV
 MK0561  HISTORY     - 20131031 GOOD             INDIV
 MK0561
 MK0561                          STATION DESCRIPTION
 MK0561
 MK0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0561'AT ELKHORN.
 MK0561'AT ELKHORN, 197 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF
 MK0561'THE UNION PACIFIC RAILROAD, 2.8 FEET ABOVE THE GROUND, SET
 MK0561'VERTICALLY IN THE NORTH FACE OF THE WEST PILLAR OF THE THIRD
 MK0561'SET OF PILLARS NORTH OF THE SOUTH END OF THE OVERPASS ON STATE
 MK0561'HIGHWAY 31.
 MK0561
 MK0561                          STATION RECOVERY (1976)
 MK0561
 MK0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0561'RECOVERED IN GOOD CONDITION.
 MK0561
 MK0561                          STATION RECOVERY (1977)
 MK0561
 MK0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0561'DUE TO CONSTRUCTION OF OVERPASS THIS MARK WILL BE DESTROYED. BENCH
 MK0561'MARK B 302 RESET 1977 WAS ESTABLISHED THIS DATE.
 MK0561
 MK0561                          STATION RECOVERY (1985)
 MK0561
 MK0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 MK0561'AT ELKHORN 197' SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE
 MK0561'UNION PACIFIC RAILROD. 2.8' ABOVE THE GROUND SET VERTICALLY IN NORTH
 MK0561'FACE OF THE 2ND PEER FROM THE WEST FO OF THE 3RD SET OF PEERS FROM
 MK0561'THE SOUTH.
 MK0561
 MK0561                          STATION RECOVERY (2011)
 MK0561
 MK0561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0561'RECOVERED IN GOOD CONDITION.
 MK0561
 MK0561                          STATION RECOVERY (2013)
 MK0561
 MK0561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MK0561'RECOVERED AS DESCRIBED,BUT THE MARK HAS A NEW STATE ELEVATION 1162.837
 MK0561'THIS NEW ELEV. HAS BEEN VERIFIED BY USING K 428 RESET,Z 302,U 232, AND
 MK0561'S 300 BENCH MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1821 ***********************************************************************
 MK1821  DESIGNATION -  B 302 RESET
 MK1821  PID         -  MK1821
 MK1821  STATE/COUNTY-  NE/DOUGLAS
 MK1821  COUNTRY     -  US
 MK1821  USGS QUAD   -  ELKHORN (2017)
 MK1821
 MK1821                         *CURRENT SURVEY CONTROL
 MK1821  ______________________________________________________________________
 MK1821* NAD 83(1986) POSITION- 41 16 51.     (N) 096 14 04.     (W)   SCALED
 MK1821* NAVD 88 ORTHO HEIGHT -   353.48  (+/-2cm)     1159.7   (feet) VERTCON
 MK1821  ______________________________________________________________________
 MK1821  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 MK1821  VERT ORDER      -  THIRD (See Below)
 MK1821
 MK1821.The horizontal coordinates were scaled from a map and have
 MK1821.an estimated accuracy of +/- 6 seconds.
 MK1821
 MK1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1821
 MK1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1821.GEOID18 height accuracy estimate available here.
 MK1821
 MK1821.The vertical order pertains to the NGVD 29 superseded value.
 MK1821
 MK1821.Click photographs - Photos may exist for this station.
 MK1821
 MK1821;                    North         East    Units  Estimated Accuracy
 MK1821;SPC NE       -   167,580.      815,260.      MT  (+/- 180 meters Scaled)
 MK1821
 MK1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL316736(NAD 83)
 MK1821
 MK1821                          SUPERSEDED SURVEY CONTROL
 MK1821
 MK1821  NGVD 29 (01/31/13)  353.35   (m)         1159.3    (f) RESET       3  
 MK1821
 MK1821.Superseded values are not recommended for survey control.
 MK1821
 MK1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1821.See file dsdata.pdf to determine how the superseded data were derived.
 MK1821
 MK1821_MARKER: DV = VERTICAL CONTROL DISK
 MK1821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1821+WITH SETTING: INFORMATION.
 MK1821_STAMPING: B 302 RESET 1977
 MK1821_MARK LOGO: NGS
 MK1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1821
 MK1821  HISTORY     - Date     Condition        Report By
 MK1821  HISTORY     - 1977     MONUMENTED       NGS
 MK1821
 MK1821                          STATION DESCRIPTION
 MK1821
 MK1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 MK1821'IN ELKHORN.
 MK1821'IN ELKHORN AT NORTHEAST ANGLE OF HIGHWAY 31 OVERPASS AND OLD LINCOLN
 MK1821'HIGHWAY, 36.5 FEET NORTH OF THE CENTER OF OLD LINCOLN HIGHWAY STREET,
 MK1821'AND 3.7 FEET NORTHWEST OF A POWER POLE.  A 4-INCH CAST ALUMINUM
 MK1821'BENCH MARK.
 MK1821'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 MK1821'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0558 ***********************************************************************
 MK0558  DESIGNATION -  B 303
 MK0558  PID         -  MK0558
 MK0558  STATE/COUNTY-  NE/DOUGLAS
 MK0558  COUNTRY     -  US
 MK0558  USGS QUAD   -  ELKHORN (2017)
 MK0558
 MK0558                         *CURRENT SURVEY CONTROL
 MK0558  ______________________________________________________________________
 MK0558* NAD 83(1986) POSITION- 41 16 06.70   (N) 096 11 05.20   (W)   HD_HELD1
 MK0558* NAVD 88 ORTHO HEIGHT -   339.336 (meters)     1113.30  (feet) ADJUSTED
 MK0558  ______________________________________________________________________
 MK0558  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 MK0558  DYNAMIC HEIGHT  -        339.186 (meters)     1112.81  (feet) COMP
 MK0558  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 MK0558
 MK0558  VERT ORDER      -  SECOND    CLASS 0
 MK0558
 MK0558.The horizontal coordinates were determined by differentially corrected
 MK0558.hand held GPS observations or other comparable positioning techniques
 MK0558.and have an estimated accuracy of +/- 3 meters.
 MK0558
 MK0558.The orthometric height was determined by differential leveling and
 MK0558.adjusted by the NATIONAL GEODETIC SURVEY
 MK0558.in June 1991.
 MK0558
 MK0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0558.GEOID18 height accuracy estimate available here.
 MK0558
 MK0558.Click photographs - Photos may exist for this station.
 MK0558
 MK0558.The dynamic height is computed by dividing the NAVD 88
 MK0558.geopotential number by the normal gravity value computed on the
 MK0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0558.degrees latitude (g = 980.6199 gals.).
 MK0558
 MK0558.The modeled gravity was interpolated from observed gravity values.
 MK0558
 MK0558;                    North         East    Units  Estimated Accuracy
 MK0558;SPC NE       -   166,393.2     819,478.0     MT  (+/- 3 meters HH1 GPS) 
 MK0558
 MK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3581372389(NAD 83)
 MK0558
 MK0558                          SUPERSEDED SURVEY CONTROL
 MK0558
 MK0558  NGVD 29 (??/??/92)  339.210  (m)         1112.89   (f) ADJ UNCH    2 0
 MK0558
 MK0558.Superseded values are not recommended for survey control.
 MK0558
 MK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0558.See file dsdata.pdf to determine how the superseded data were derived.
 MK0558
 MK0558_MARKER: DB = BENCH MARK DISK
 MK0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0558_SP_SET: BRIDGE ABUTMENT
 MK0558_STAMPING: B 303 1950
 MK0558_MARK LOGO: CGS
 MK0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0558+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 MK0558
 MK0558  HISTORY     - Date     Condition        Report By
 MK0558  HISTORY     - 1950     MONUMENTED       CGS
 MK0558  HISTORY     - 1976     GOOD             LOCSUR
 MK0558  HISTORY     - 1985     GOOD             NEDR
 MK0558  HISTORY     - 20041104 GOOD             SKW
 MK0558  HISTORY     - 20110118 GOOD             INDIV
 MK0558
 MK0558                          STATION DESCRIPTION
 MK0558
 MK0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0558'2.8 MI SE FROM ELKHORN.
 MK0558'2.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0558'STATION AT ELKHORN, 6.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MK0558'THE SOUTHWEST SET OF TRACKS, 1 FOOT BELOW THE TOP OF THE RAILS,
 MK0558'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 MK0558'OF BRIDGE 18.82.
 MK0558
 MK0558                          STATION RECOVERY (1976)
 MK0558
 MK0558'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0558'RECOVERED IN GOOD CONDITION.
 MK0558
 MK0558                          STATION RECOVERY (1985)
 MK0558
 MK0558'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MK0558'NOTE: THE B ON CAP HAS BEEN MARRED.
 MK0558
 MK0558                          STATION RECOVERY (2004)
 MK0558
 MK0558'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 MK0558'RECOVERED IN GOOD CONDITION.
 MK0558
 MK0558                          STATION RECOVERY (2011)
 MK0558
 MK0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9615 ***********************************************************************
 AG9615  DESIGNATION -  B 304 RESET
 AG9615  PID         -  AG9615
 AG9615  STATE/COUNTY-  NE/SAUNDERS
 AG9615  COUNTRY     -  US
 AG9615  USGS QUAD   -  COLON (2017)
 AG9615
 AG9615                         *CURRENT SURVEY CONTROL
 AG9615  ______________________________________________________________________
 AG9615* NAD 83(1986) POSITION- 41 18 27.     (N) 096 35 59.     (W)   SCALED
 AG9615* NAVD 88 ORTHO HEIGHT -   382.24  (meters)     1254.1   (feet) RESET
 AG9615  ______________________________________________________________________
 AG9615  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 AG9615  VERT ORDER      -  THIRD
 AG9615
 AG9615.The horizontal coordinates were scaled from a map and have
 AG9615.an estimated accuracy of +/- 6 seconds.
 AG9615
 AG9615.The orthometric height was computed from unverified reset data.
 AG9615
 AG9615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9615.GEOID18 height accuracy estimate available here.
 AG9615
 AG9615.Click photographs - Photos may exist for this station.
 AG9615
 AG9615;                    North         East    Units  Estimated Accuracy
 AG9615;SPC NE       -   169,270.      784,580.      MT  (+/- 180 meters Scaled)
 AG9615
 AG9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL009756(NAD 83)
 AG9615
 AG9615                          SUPERSEDED SURVEY CONTROL
 AG9615
 AG9615.No superseded survey control is available for this station.
 AG9615
 AG9615_MARKER: DV = VERTICAL CONTROL DISK
 AG9615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9615_STAMPING: B 304 RESET 1997
 AG9615_MARK LOGO: NGS
 AG9615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9615+STABILITY: SURFACE MOTION
 AG9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9615+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9615
 AG9615  HISTORY     - Date     Condition        Report By
 AG9615  HISTORY     - 1997     MONUMENTED       NEDR
 AG9615
 AG9615                          STATION DESCRIPTION
 AG9615
 AG9615'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AG9615'LOCATED 17.70 KM (11.00 MI) EAST OF PRAGUE, 9.66 KM (6.00 MI) SOUTH OF
 AG9615'CEDAR BLUFFS, 1.21 KM (0.75 MI) NORTH OF COLON, ON THE EAST
 AG9615'RIGHT-OF-WAY OF STATE HIGHWAY 109, AT THE JUNCTION WITH COUNTY ROAD R
 AG9615'AND 167.80 FT (51.15 M) NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF
 AG9615'SEC35, T16N, R7E.  TO REACH FROM THE BANK AND POST OFFICE, IN COLON,
 AG9615'GO EAST ON SPRUCE STREET FOR 0.35 MI (0.56 KM) TO STATE HIGHWAY 109.
 AG9615'TURN LEFT AND GO NORTH ON THE HIGHWAY FOR 0.7 MI (1.1 KM) TO COUNTY
 AG9615'ROAD R AND THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE
 AG9615'DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 AG9615'PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND SURFACE.  IT IS 159.0 FT
 AG9615'(48.5 M) NORTH OF THE CENTERLINE OF ROAD R, 56.0 FT (17.1 M) EAST OF
 AG9615'THE CENTERLINE OF THE HIGHWAY, 4.5 FT (1.4 M) SOUTHEAST OF A UTILITY
 AG9615'POLE, 2.0 FT (0.6 M) NORTH-NORTHWEST OF A WITNESS POST AND 1.4 FT (0.4
 AG9615'M) WEST OF A WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF
 AG9615'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0591 ***********************************************************************
 MK0591  DESIGNATION -  B 305
 MK0591  PID         -  MK0591
 MK0591  STATE/COUNTY-  NE/DOUGLAS
 MK0591  COUNTRY     -  US
 MK0591  USGS QUAD   -  VALLEY (2017)
 MK0591
 MK0591                         *CURRENT SURVEY CONTROL
 MK0591  ______________________________________________________________________
 MK0591* NAD 83(1986) POSITION- 41 19 42.     (N) 096 18 39.     (W)   SCALED
 MK0591* NAVD 88 ORTHO HEIGHT -   345.037 (meters)     1132.01  (feet) ADJUSTED
 MK0591  ______________________________________________________________________
 MK0591  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 MK0591  DYNAMIC HEIGHT  -        344.876 (meters)     1131.48  (feet) COMP
 MK0591  MODELED GRAVITY -    980,146.0   (mgal)                       NAVD 88
 MK0591
 MK0591  VERT ORDER      -  SECOND    CLASS 0
 MK0591
 MK0591.The horizontal coordinates were scaled from a map and have
 MK0591.an estimated accuracy of +/- 6 seconds.
 MK0591
 MK0591.The orthometric height was determined by differential leveling and
 MK0591.adjusted by the NATIONAL GEODETIC SURVEY
 MK0591.in June 1991.
 MK0591
 MK0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0591.GEOID18 height accuracy estimate available here.
 MK0591
 MK0591.Click photographs - Photos may exist for this station.
 MK0591
 MK0591.The dynamic height is computed by dividing the NAVD 88
 MK0591.geopotential number by the normal gravity value computed on the
 MK0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0591.degrees latitude (g = 980.6199 gals.).
 MK0591
 MK0591.The modeled gravity was interpolated from observed gravity values.
 MK0591
 MK0591;                    North         East    Units  Estimated Accuracy
 MK0591;SPC NE       -   172,570.      808,650.      MT  (+/- 180 meters Scaled)
 MK0591
 MK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL250786(NAD 83)
 MK0591
 MK0591                          SUPERSEDED SURVEY CONTROL
 MK0591
 MK0591  NGVD 29 (??/??/92)  344.899  (m)         1131.56   (f) ADJ UNCH    2 0
 MK0591
 MK0591.Superseded values are not recommended for survey control.
 MK0591
 MK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0591.See file dsdata.pdf to determine how the superseded data were derived.
 MK0591
 MK0591_MARKER: DB = BENCH MARK DISK
 MK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0591_STAMPING: B 305 1950
 MK0591_MARK LOGO: CGS
 MK0591_PROJECTION: FLUSH
 MK0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0591+STABILITY: SURFACE MOTION
 MK0591
 MK0591  HISTORY     - Date     Condition        Report By
 MK0591  HISTORY     - 1950     MONUMENTED       CGS
 MK0591  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0591
 MK0591                          STATION DESCRIPTION
 MK0591
 MK0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0591'3.6 MI NW FROM WATERLOO.
 MK0591'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0591'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0591'ALONG U.S. HIGHWAY 275, THENCE 2.0 MILES NORTH ALONG A
 MK0591'GRAVELED ROAD, AT THE FARM HOME OF C.H. NOYES, 213 FEET EAST
 MK0591'OF THE CENTER LINE OF THE ROAD, 82 FEET EAST OF THE SOUTHEAST
 MK0591'CORNER OF THE FARMHOUSE, 31 FEET NORTHEAST OF THE NORTHWEST
 MK0591'CORNER OF A CORN CRIB, 12 FEET EAST OF THE SOUTHWEST CORNER
 MK0591'OF A BARN, 12.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 MK0591'BARN, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK0591'THE GROUND.
 MK0591
 MK0591                          STATION RECOVERY (1976)
 MK0591
 MK0591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0591'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0153 ***********************************************************************
 ML0153  DESIGNATION -  B 306
 ML0153  PID         -  ML0153
 ML0153  STATE/COUNTY-  NE/HOWARD
 ML0153  COUNTRY     -  US
 ML0153  USGS QUAD   -  WOLBACH SW (2017)
 ML0153
 ML0153                         *CURRENT SURVEY CONTROL
 ML0153  ______________________________________________________________________
 ML0153* NAD 83(1986) POSITION- 41 15 47.     (N) 098 26 57.     (W)   SCALED
 ML0153* NAVD 88 ORTHO HEIGHT -   539.174 (meters)     1768.94  (feet) ADJUSTED
 ML0153  ______________________________________________________________________
 ML0153  GEOID HEIGHT    -        -24.618 (meters)                     GEOID18
 ML0153  DYNAMIC HEIGHT  -        538.904 (meters)     1768.05  (feet) COMP
 ML0153  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 ML0153
 ML0153  VERT ORDER      -  SECOND    CLASS 0
 ML0153
 ML0153.The horizontal coordinates were scaled from a map and have
 ML0153.an estimated accuracy of +/- 6 seconds.
 ML0153
 ML0153.The orthometric height was determined by differential leveling and
 ML0153.adjusted by the NATIONAL GEODETIC SURVEY
 ML0153.in June 1991.
 ML0153
 ML0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0153.GEOID18 height accuracy estimate available here.
 ML0153
 ML0153.Click photographs - Photos may exist for this station.
 ML0153
 ML0153.The dynamic height is computed by dividing the NAVD 88
 ML0153.geopotential number by the normal gravity value computed on the
 ML0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0153.degrees latitude (g = 980.6199 gals.).
 ML0153
 ML0153.The modeled gravity was interpolated from observed gravity values.
 ML0153
 ML0153;                    North         East    Units  Estimated Accuracy
 ML0153;SPC NE       -   159,900.      629,910.      MT  (+/- 180 meters Scaled)
 ML0153
 ML0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL461681(NAD 83)
 ML0153
 ML0153                          SUPERSEDED SURVEY CONTROL
 ML0153
 ML0153  NGVD 29 (??/??/92)  538.931  (m)         1768.14   (f) ADJ UNCH    2 0
 ML0153
 ML0153.Superseded values are not recommended for survey control.
 ML0153
 ML0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0153.See file dsdata.pdf to determine how the superseded data were derived.
 ML0153
 ML0153_MARKER: DD = SURVEY DISK
 ML0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0153_STAMPING: B 306 1950
 ML0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0153+STABILITY: SURFACE MOTION
 ML0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0153+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0153
 ML0153  HISTORY     - Date     Condition        Report By
 ML0153  HISTORY     - 1950     MONUMENTED       USGS
 ML0153  HISTORY     - 1950     GOOD             CGS
 ML0153  HISTORY     - 1956     GOOD             USGS
 ML0153  HISTORY     - 20100601 GOOD             NEGS
 ML0153
 ML0153                          STATION DESCRIPTION
 ML0153
 ML0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0153'3.8 MI N FROM ST PAUL.
 ML0153'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0153'ST. PAUL, THENCE 3.5 MILES NORTH ALONG U.S. HIGHWAY 281, NEAR
 ML0153'THE NORTH LOUP RIVER, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ML0153'OF THE BRIDGE, 63 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0153'54 FEET SOUTH OF THE SOUTHWEST CORNER OF A GAUGING STATION,
 ML0153'18 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET
 ML0153'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0153
 ML0153                          STATION RECOVERY (1956)
 ML0153
 ML0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ML0153'RECOVERED IN GOOD CONDITION.
 ML0153
 ML0153                          STATION RECOVERY (2010)
 ML0153
 ML0153'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0153'DESCRIBED BY THE NEBRASKA GEODETICS SURVEY.
 ML0153'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 281
 ML0153'AND STATE HIGHWAY 92 AT ST. PAUL, NE.,
 ML0153'GO NORTH ON U.S. HIGHWAY 281 FOR 2.8 MILES TO THE SOUTH END OF
 ML0153'THE NORTH LOUP RIVER BRIDGE NO. 09667 AND THE MARK 284 FEET
 ML0153'EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 47.2 FEET SOUTH OF THE
 ML0153'GAGING STATION, 0.9 FEET NORTH OF FIBERGLASS WITNESS POST, STAMPED
 ML0153'B 306 1950 AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0218 ***********************************************************************
 ML0218  DESIGNATION -  B 307
 ML0218  PID         -  ML0218
 ML0218  STATE/COUNTY-  NE/NANCE
 ML0218  COUNTRY     -  US
 ML0218  USGS QUAD   -  BELGRADE SW (2017)
 ML0218
 ML0218                         *CURRENT SURVEY CONTROL
 ML0218  ______________________________________________________________________
 ML0218* NAD 83(1986) POSITION- 41 17 34.     (N) 098 12 49.     (W)   SCALED
 ML0218* NAVD 88 ORTHO HEIGHT -   536.030 (meters)     1758.63  (feet) ADJUSTED
 ML0218  ______________________________________________________________________
 ML0218  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 ML0218  DYNAMIC HEIGHT  -        535.771 (meters)     1757.78  (feet) COMP
 ML0218  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 ML0218
 ML0218  VERT ORDER      -  SECOND    CLASS 0
 ML0218
 ML0218.The horizontal coordinates were scaled from a map and have
 ML0218.an estimated accuracy of +/- 6 seconds.
 ML0218
 ML0218.The orthometric height was determined by differential leveling and
 ML0218.adjusted by the NATIONAL GEODETIC SURVEY
 ML0218.in June 1991.
 ML0218
 ML0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0218.GEOID18 height accuracy estimate available here.
 ML0218
 ML0218.Click photographs - Photos may exist for this station.
 ML0218
 ML0218.The dynamic height is computed by dividing the NAVD 88
 ML0218.geopotential number by the normal gravity value computed on the
 ML0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0218.degrees latitude (g = 980.6199 gals.).
 ML0218
 ML0218.The modeled gravity was interpolated from observed gravity values.
 ML0218
 ML0218;                    North         East    Units  Estimated Accuracy
 ML0218;SPC NE       -   163,580.      649,570.      MT  (+/- 180 meters Scaled)
 ML0218
 ML0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL658715(NAD 83)
 ML0218
 ML0218                          SUPERSEDED SURVEY CONTROL
 ML0218
 ML0218  NGVD 29 (??/??/92)  535.800  (m)         1757.87   (f) ADJ UNCH    2 0
 ML0218
 ML0218.Superseded values are not recommended for survey control.
 ML0218
 ML0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0218.See file dsdata.pdf to determine how the superseded data were derived.
 ML0218
 ML0218_MARKER: DB = BENCH MARK DISK
 ML0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0218_STAMPING: B 307 1950
 ML0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0218+STABILITY: SURFACE MOTION
 ML0218
 ML0218  HISTORY     - Date     Condition        Report By
 ML0218  HISTORY     - 1950     MONUMENTED       CGS
 ML0218
 ML0218                          STATION DESCRIPTION
 ML0218
 ML0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0218'9.3 MI E FROM CUSHING.
 ML0218'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0218'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 2.4 MILES
 ML0218'EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, ALONG THE
 ML0218'WEST EDGE OF A SCHOOL YARD, ALONG THE EAST EDGE OF A CEMETERY,
 ML0218'172 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0218'77 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOLHOUSE,
 ML0218'138 FEET SOUTHWEST OF BENCH MARK 10-60 (U.S.B.R.), 77 FEET
 ML0218'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT EAST
 ML0218'OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 ML0218'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1565 ***********************************************************************
 MK1565  DESIGNATION -  B 308
 MK1565  PID         -  MK1565
 MK1565  STATE/COUNTY-  NE/NANCE
 MK1565  COUNTRY     -  US
 MK1565  USGS QUAD   -  MERCHISTON (2017)
 MK1565
 MK1565                         *CURRENT SURVEY CONTROL
 MK1565  ______________________________________________________________________
 MK1565* NAD 83(1986) POSITION- 41 23 14.     (N) 097 56 37.     (W)   SCALED
 MK1565* NAVD 88 ORTHO HEIGHT -   508.016 (meters)     1666.72  (feet) ADJUSTED
 MK1565  ______________________________________________________________________
 MK1565  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 MK1565  DYNAMIC HEIGHT  -        507.780 (meters)     1665.94  (feet) COMP
 MK1565  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 MK1565
 MK1565  VERT ORDER      -  SECOND    CLASS 0
 MK1565
 MK1565.The horizontal coordinates were scaled from a map and have
 MK1565.an estimated accuracy of +/- 6 seconds.
 MK1565
 MK1565.The orthometric height was determined by differential leveling and
 MK1565.adjusted by the NATIONAL GEODETIC SURVEY
 MK1565.in June 1991.
 MK1565
 MK1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1565.GEOID18 height accuracy estimate available here.
 MK1565
 MK1565.Click photographs - Photos may exist for this station.
 MK1565
 MK1565.The dynamic height is computed by dividing the NAVD 88
 MK1565.geopotential number by the normal gravity value computed on the
 MK1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1565.degrees latitude (g = 980.6199 gals.).
 MK1565
 MK1565.The modeled gravity was interpolated from observed gravity values.
 MK1565
 MK1565;                    North         East    Units  Estimated Accuracy
 MK1565;SPC NE       -   174,570.      671,920.      MT  (+/- 180 meters Scaled)
 MK1565
 MK1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL883822(NAD 83)
 MK1565
 MK1565                          SUPERSEDED SURVEY CONTROL
 MK1565
 MK1565  NGVD 29 (??/??/92)  507.796  (m)         1665.99   (f) ADJ UNCH    2 0
 MK1565
 MK1565.Superseded values are not recommended for survey control.
 MK1565
 MK1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1565.See file dsdata.pdf to determine how the superseded data were derived.
 MK1565
 MK1565_MARKER: DB = BENCH MARK DISK
 MK1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1565_STAMPING: B 308 1950
 MK1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1565+STABILITY: SURFACE MOTION
 MK1565
 MK1565  HISTORY     - Date     Condition        Report By
 MK1565  HISTORY     - 1950     MONUMENTED       CGS
 MK1565
 MK1565                          STATION DESCRIPTION
 MK1565
 MK1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1565'3.3 MI NE FROM FULLERTON.
 MK1565'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1565'AT FULLERTON, IN THE RIVERVIEW SCHOOL YARD, 112 FEET EAST OF THE
 MK1565'CENTER LINE OF A NORTH AND SOUTH ROAD, 59 FEET NORTH OF THE
 MK1565'CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE SOUTHWEST
 MK1565'CORNER OF THE SCHOOL BUILDING, 23 FEET SOUTHWEST OF THE SOUTHEAST
 MK1565'CORNER OF THE SCHOOL BUILDING, SET IN THE TOP OF A CONCRETE
 MK1565'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1599 ***********************************************************************
 MK1599  DESIGNATION -  B 309
 MK1599  PID         -  MK1599
 MK1599  STATE/COUNTY-  NE/PLATTE
 MK1599  COUNTRY     -  US
 MK1599  USGS QUAD   -  MONROE (2017)
 MK1599
 MK1599                         *CURRENT SURVEY CONTROL
 MK1599  ______________________________________________________________________
 MK1599* NAD 83(1986) POSITION- 41 28 32.     (N) 097 34 49.     (W)   SCALED
 MK1599* NAVD 88 ORTHO HEIGHT -   460.704 (meters)     1511.49  (feet) ADJUSTED
 MK1599  ______________________________________________________________________
 MK1599  GEOID HEIGHT    -        -25.149 (meters)                     GEOID18
 MK1599  DYNAMIC HEIGHT  -        460.498 (meters)     1510.82  (feet) COMP
 MK1599  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 MK1599
 MK1599  VERT ORDER      -  SECOND    CLASS 0
 MK1599
 MK1599.The horizontal coordinates were scaled from a map and have
 MK1599.an estimated accuracy of +/- 6 seconds.
 MK1599
 MK1599.The orthometric height was determined by differential leveling and
 MK1599.adjusted by the NATIONAL GEODETIC SURVEY
 MK1599.in June 1991.
 MK1599
 MK1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1599.GEOID18 height accuracy estimate available here.
 MK1599
 MK1599.Click photographs - Photos may exist for this station.
 MK1599
 MK1599.The dynamic height is computed by dividing the NAVD 88
 MK1599.geopotential number by the normal gravity value computed on the
 MK1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1599.degrees latitude (g = 980.6199 gals.).
 MK1599
 MK1599.The modeled gravity was interpolated from observed gravity values.
 MK1599
 MK1599;                    North         East    Units  Estimated Accuracy
 MK1599;SPC NE       -   185,160.      702,020.      MT  (+/- 180 meters Scaled)
 MK1599
 MK1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL185925(NAD 83)
 MK1599
 MK1599                          SUPERSEDED SURVEY CONTROL
 MK1599
 MK1599  NGVD 29 (??/??/92)  460.514  (m)         1510.87   (f) ADJ UNCH    2 0
 MK1599
 MK1599.Superseded values are not recommended for survey control.
 MK1599
 MK1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1599.See file dsdata.pdf to determine how the superseded data were derived.
 MK1599
 MK1599_MARKER: DB = BENCH MARK DISK
 MK1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1599_STAMPING: B 309 1950
 MK1599_MARK LOGO: CGS
 MK1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1599+STABILITY: SURFACE MOTION
 MK1599
 MK1599  HISTORY     - Date     Condition        Report By
 MK1599  HISTORY     - 1950     MONUMENTED       CGS
 MK1599  HISTORY     - 1979     GOOD             NGS
 MK1599
 MK1599                          STATION DESCRIPTION
 MK1599
 MK1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1599'1.1 MI E FROM MONROE.
 MK1599'0.1 MILE NORTH ALONG A MAIN STREET FROM THE UNION PACIFIC
 MK1599'RAILROAD STATION AT MONROE, THENCE 1.0 MILE EAST ALONG STATE
 MK1599'HIGHWAY 22, AT A T ROAD JUNCTION, 157 FEET NORTH OF THE CENTER
 MK1599'LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF A ROAD
 MK1599'LEADING NORTH, 23 FEET WEST OF A POWER POLE, 2 FEET NORTHWEST
 MK1599'OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 MK1599'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1599'0.5 FOOT ABOVE THE GROUND.
 MK1599
 MK1599                          STATION RECOVERY (1979)
 MK1599
 MK1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0118 ***********************************************************************
 ML0118  DESIGNATION -  B 310
 ML0118  PID         -  ML0118
 ML0118  STATE/COUNTY-  NE/GREELEY
 ML0118  COUNTRY     -  US
 ML0118  USGS QUAD   -  SPALDING NW (2017)
 ML0118
 ML0118                         *CURRENT SURVEY CONTROL
 ML0118  ______________________________________________________________________
 ML0118* NAD 83(1986) POSITION- 41 42 41.     (N) 098 25 31.     (W)   SCALED
 ML0118* NAVD 88 ORTHO HEIGHT -   589.182 (meters)     1933.01  (feet) ADJUSTED
 ML0118  ______________________________________________________________________
 ML0118  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 ML0118  DYNAMIC HEIGHT  -        588.903 (meters)     1932.09  (feet) COMP
 ML0118  MODELED GRAVITY -    980,129.7   (mgal)                       NAVD 88
 ML0118
 ML0118  VERT ORDER      -  SECOND    CLASS 0
 ML0118
 ML0118.The horizontal coordinates were scaled from a map and have
 ML0118.an estimated accuracy of +/- 6 seconds.
 ML0118
 ML0118.The orthometric height was determined by differential leveling and
 ML0118.adjusted by the NATIONAL GEODETIC SURVEY
 ML0118.in June 1991.
 ML0118
 ML0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0118.GEOID18 height accuracy estimate available here.
 ML0118
 ML0118.Click photographs - Photos may exist for this station.
 ML0118
 ML0118.The dynamic height is computed by dividing the NAVD 88
 ML0118.geopotential number by the normal gravity value computed on the
 ML0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0118.degrees latitude (g = 980.6199 gals.).
 ML0118
 ML0118.The modeled gravity was interpolated from observed gravity values.
 ML0118
 ML0118;                    North         East    Units  Estimated Accuracy
 ML0118;SPC NE       -   209,710.      631,000.      MT  (+/- 180 meters Scaled)
 ML0118
 ML0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM478178(NAD 83)
 ML0118
 ML0118                          SUPERSEDED SURVEY CONTROL
 ML0118
 ML0118  NGVD 29 (??/??/92)  588.941  (m)         1932.22   (f) ADJ UNCH    2 0
 ML0118
 ML0118.Superseded values are not recommended for survey control.
 ML0118
 ML0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0118.See file dsdata.pdf to determine how the superseded data were derived.
 ML0118
 ML0118_MARKER: DB = BENCH MARK DISK
 ML0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0118_STAMPING: B 310 1950
 ML0118_MARK LOGO: CGS
 ML0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0118+STABILITY: SURFACE MOTION
 ML0118
 ML0118  HISTORY     - Date     Condition        Report By
 ML0118  HISTORY     - 1950     MONUMENTED       CGS
 ML0118
 ML0118                          STATION DESCRIPTION
 ML0118
 ML0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0118'4.2 MI NW FROM SPALDING.
 ML0118'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0118'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, ON THE OUTSIDE OF A
 ML0118'CURVE IN THE HIGHWAY, 300 FEET NORTHEAST OF THE CENTER LINE
 ML0118'OF THE HIGHWAY, 68 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0118'AND SOUTH DIRT ROAD, 72 FEET SOUTH OF THE CENTER LINE OF AN
 ML0118'EAST AND WEST DIRT ROAD, 4 FEET EAST OF THE SOUTHEAST CORNER
 ML0118'OF DISTRICT 10 SCHOOLHOUSE, IN LINE WITH THE SOUTH SIDE OF THE
 ML0118'BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0118'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0114 ***********************************************************************
 ML0114  DESIGNATION -  B 311
 ML0114  PID         -  ML0114
 ML0114  STATE/COUNTY-  NE/GREELEY
 ML0114  COUNTRY     -  US
 ML0114  USGS QUAD   -  SPALDING NW (2017)
 ML0114
 ML0114                         *CURRENT SURVEY CONTROL
 ML0114  ______________________________________________________________________
 ML0114* NAD 83(1986) POSITION- 41 41 56.     (N) 098 23 57.     (W)   SCALED
 ML0114* NAVD 88 ORTHO HEIGHT -   584.381 (meters)     1917.26  (feet) ADJUSTED
 ML0114  ______________________________________________________________________
 ML0114  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 ML0114  DYNAMIC HEIGHT  -        584.103 (meters)     1916.34  (feet) COMP
 ML0114  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 ML0114
 ML0114  VERT ORDER      -  SECOND    CLASS 0
 ML0114
 ML0114.The horizontal coordinates were scaled from a map and have
 ML0114.an estimated accuracy of +/- 6 seconds.
 ML0114
 ML0114.The orthometric height was determined by differential leveling and
 ML0114.adjusted by the NATIONAL GEODETIC SURVEY
 ML0114.in June 1991.
 ML0114
 ML0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0114.GEOID18 height accuracy estimate available here.
 ML0114
 ML0114.Click photographs - Photos may exist for this station.
 ML0114
 ML0114.The dynamic height is computed by dividing the NAVD 88
 ML0114.geopotential number by the normal gravity value computed on the
 ML0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0114.degrees latitude (g = 980.6199 gals.).
 ML0114
 ML0114.The modeled gravity was interpolated from observed gravity values.
 ML0114
 ML0114;                    North         East    Units  Estimated Accuracy
 ML0114;SPC NE       -   208,360.      633,200.      MT  (+/- 180 meters Scaled)
 ML0114
 ML0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM499165(NAD 83)
 ML0114
 ML0114                          SUPERSEDED SURVEY CONTROL
 ML0114
 ML0114  NGVD 29 (??/??/92)  584.140  (m)         1916.47   (f) ADJ UNCH    2 0
 ML0114
 ML0114.Superseded values are not recommended for survey control.
 ML0114
 ML0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0114.See file dsdata.pdf to determine how the superseded data were derived.
 ML0114
 ML0114_MARKER: DB = BENCH MARK DISK
 ML0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0114_STAMPING: B 311 1950
 ML0114_MARK LOGO: CGS
 ML0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0114+STABILITY: SURFACE MOTION
 ML0114
 ML0114  HISTORY     - Date     Condition        Report By
 ML0114  HISTORY     - 1950     MONUMENTED       CGS
 ML0114
 ML0114                          STATION DESCRIPTION
 ML0114
 ML0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0114'2 MI NW FROM SPALDING.
 ML0114'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0114'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, 300 FEET NORTH OF THE
 ML0114'CENTER LINE OF THE HIGHWAY, AT THE SPALDING AIRPORT, 150 FEET
 ML0114'NORTHWEST OF A FARMHOUSE, IN LINE WITH THE EAST SIDE OF THE
 ML0114'HANGAR, 13.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR,
 ML0114'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0027 ***********************************************************************
 ML0027  DESIGNATION -  B 312
 ML0027  PID         -  ML0027
 ML0027  STATE/COUNTY-  NE/BOONE
 ML0027  COUNTRY     -  US
 ML0027  USGS QUAD   -  PETERSBURG (2017)
 ML0027
 ML0027                         *CURRENT SURVEY CONTROL
 ML0027  ______________________________________________________________________
 ML0027* NAD 83(1986) POSITION- 41 51 02.     (N) 098 05 00.     (W)   SCALED
 ML0027* NAVD 88 ORTHO HEIGHT -   578.489 (meters)     1897.93  (feet) ADJUSTED
 ML0027  ______________________________________________________________________
 ML0027  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0027  DYNAMIC HEIGHT  -        578.233 (meters)     1897.09  (feet) COMP
 ML0027  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 ML0027
 ML0027  VERT ORDER      -  SECOND    CLASS 0
 ML0027
 ML0027.The horizontal coordinates were scaled from a map and have
 ML0027.an estimated accuracy of +/- 6 seconds.
 ML0027
 ML0027.The orthometric height was determined by differential leveling and
 ML0027.adjusted by the NATIONAL GEODETIC SURVEY
 ML0027.in June 1991.
 ML0027
 ML0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0027.GEOID18 height accuracy estimate available here.
 ML0027
 ML0027.Click photographs - Photos may exist for this station.
 ML0027
 ML0027.The dynamic height is computed by dividing the NAVD 88
 ML0027.geopotential number by the normal gravity value computed on the
 ML0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0027.degrees latitude (g = 980.6199 gals.).
 ML0027
 ML0027.The modeled gravity was interpolated from observed gravity values.
 ML0027
 ML0027;                    North         East    Units  Estimated Accuracy
 ML0027;SPC NE       -   225,730.      659,100.      MT  (+/- 180 meters Scaled)
 ML0027
 ML0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM760335(NAD 83)
 ML0027
 ML0027                          SUPERSEDED SURVEY CONTROL
 ML0027
 ML0027  NGVD 29 (??/??/92)  578.258  (m)         1897.17   (f) ADJ UNCH    2 0
 ML0027
 ML0027.Superseded values are not recommended for survey control.
 ML0027
 ML0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0027.See file dsdata.pdf to determine how the superseded data were derived.
 ML0027
 ML0027_MARKER: DB = BENCH MARK DISK
 ML0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0027_STAMPING: B 312 1950
 ML0027_MARK LOGO: CGS
 ML0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0027+STABILITY: SURFACE MOTION
 ML0027
 ML0027  HISTORY     - Date     Condition        Report By
 ML0027  HISTORY     - 1950     MONUMENTED       CGS
 ML0027  HISTORY     - 1972     GOOD             NGS
 ML0027
 ML0027                          STATION DESCRIPTION
 ML0027
 ML0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0027'AT PETERSBURG.
 ML0027'AT PETERSBURG, 0.3 MILE SOUTHWEST OF THE WATER TOWER, 176 FEET
 ML0027'EAST OF THE CENTER LINE OF STATE HIGHWAY 14, 71 FEET SOUTHEAST
 ML0027'OF THE SOUTHEAST RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD,
 ML0027'49 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 ML0027'26 FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST
 ML0027'STREET, 13.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 1 FOOT
 ML0027'SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 ML0027'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0027'THE GROUND.
 ML0027
 ML0027                          STATION RECOVERY (1972)
 ML0027
 ML0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ML0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0028 ***********************************************************************
 ML0028  DESIGNATION -  B 312 RESET
 ML0028  PID         -  ML0028
 ML0028  STATE/COUNTY-  NE/BOONE
 ML0028  COUNTRY     -  US
 ML0028  USGS QUAD   -  PETERSBURG (2017)
 ML0028
 ML0028                         *CURRENT SURVEY CONTROL
 ML0028  ______________________________________________________________________
 ML0028* NAD 83(1986) POSITION- 41 51 02.     (N) 098 05 00.     (W)   SCALED
 ML0028* NAVD 88 ORTHO HEIGHT -   578.94  (meters)     1899.4   (feet) RESET
 ML0028  ______________________________________________________________________
 ML0028  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0028  VERT ORDER      -  THIRD
 ML0028
 ML0028.The horizontal coordinates were scaled from a map and have
 ML0028.an estimated accuracy of +/- 6 seconds.
 ML0028
 ML0028.The orthometric height was computed from unverified reset data.
 ML0028
 ML0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0028.GEOID18 height accuracy estimate available here.
 ML0028
 ML0028.Click photographs - Photos may exist for this station.
 ML0028
 ML0028;                    North         East    Units  Estimated Accuracy
 ML0028;SPC NE       -   225,730.      659,100.      MT  (+/- 180 meters Scaled)
 ML0028
 ML0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM760335(NAD 83)
 ML0028
 ML0028                          SUPERSEDED SURVEY CONTROL
 ML0028
 ML0028.No superseded survey control is available for this station.
 ML0028
 ML0028_MARKER: DB = BENCH MARK DISK
 ML0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0028_STAMPING: B 312 RESET 1972
 ML0028_MARK LOGO: CGS
 ML0028_PROJECTION: FLUSH
 ML0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0028+STABILITY: SURFACE MOTION
 ML0028
 ML0028  HISTORY     - Date     Condition        Report By
 ML0028  HISTORY     - 1972     MONUMENTED       NGS
 ML0028
 ML0028                          STATION DESCRIPTION
 ML0028
 ML0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0028'AT PETERSBURG.
 ML0028'AT PETERSBURG, 0.2 MILE WEST OF THE PETERSBURG SCHOOL, 106 FEET
 ML0028'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 23 FEET WEST OF THE
 ML0028'CENTER OF A PAVED ROAD, 2.6 FEET SOUTH-SOUTHWEST OF A POWER
 ML0028'POLE AND 2 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 ML0028'BENCH MARK DISK STAMPED B 312 RESET 1972, SET IN THE TOP OF A
 ML0028'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 ML0028'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0940 ***********************************************************************
 ML0940  DESIGNATION -  B 314
 ML0940  PID         -  ML0940
 ML0940  STATE/COUNTY-  NE/BLAINE
 ML0940  COUNTRY     -  US
 ML0940  USGS QUAD   -  BREWSTER SW (2017)
 ML0940
 ML0940                         *CURRENT SURVEY CONTROL
 ML0940  ______________________________________________________________________
 ML0940* NAD 83(1986) POSITION- 41 48 43.     (N) 099 59 44.     (W)   SCALED
 ML0940* NAVD 88 ORTHO HEIGHT -   795.562 (meters)     2610.11  (feet) ADJUSTED
 ML0940  ______________________________________________________________________
 ML0940  GEOID HEIGHT    -        -22.347 (meters)                     GEOID18
 ML0940  DYNAMIC HEIGHT  -        795.157 (meters)     2608.78  (feet) COMP
 ML0940  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 ML0940
 ML0940  VERT ORDER      -  SECOND    CLASS 0
 ML0940
 ML0940.The horizontal coordinates were scaled from a map and have
 ML0940.an estimated accuracy of +/- 6 seconds.
 ML0940
 ML0940.The orthometric height was determined by differential leveling and
 ML0940.adjusted by the NATIONAL GEODETIC SURVEY
 ML0940.in June 1991.
 ML0940
 ML0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0940.GEOID18 height accuracy estimate available here.
 ML0940
 ML0940.Click photographs - Photos may exist for this station.
 ML0940
 ML0940.The dynamic height is computed by dividing the NAVD 88
 ML0940.geopotential number by the normal gravity value computed on the
 ML0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0940.degrees latitude (g = 980.6199 gals.).
 ML0940
 ML0940.The modeled gravity was interpolated from observed gravity values.
 ML0940
 ML0940;                    North         East    Units  Estimated Accuracy
 ML0940;SPC NE       -   219,680.      500,370.      MT  (+/- 180 meters Scaled)
 ML0940
 ML0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM173293(NAD 83)
 ML0940
 ML0940                          SUPERSEDED SURVEY CONTROL
 ML0940
 ML0940  NGVD 29 (??/??/92)  795.273  (m)         2609.16   (f) ADJ UNCH    2 0
 ML0940
 ML0940.Superseded values are not recommended for survey control.
 ML0940
 ML0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0940.See file dsdata.pdf to determine how the superseded data were derived.
 ML0940
 ML0940_MARKER: DB = BENCH MARK DISK
 ML0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0940_STAMPING: B 314 1950
 ML0940_MARK LOGO: CGS
 ML0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0940+STABILITY: SURFACE MOTION
 ML0940
 ML0940  HISTORY     - Date     Condition        Report By
 ML0940  HISTORY     - 1950     MONUMENTED       CGS
 ML0940
 ML0940                          STATION DESCRIPTION
 ML0940
 ML0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0940'6.4 MI E FROM DUNNING.
 ML0940'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0940'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST ALONG
 ML0940'A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0940'LINE, THENCE 1.0 MILE EAST ALONG A SAND ROAD, AT A CATTLE GUARD,
 ML0940'31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST
 ML0940'OF THE CENTER OF THE CATTLE GUARD, 18 FEET WEST OF A FENCE
 ML0940'CORNER, 4.5 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 ML0940'FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0940'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0552 ***********************************************************************
 LH0552  DESIGNATION -  B 315
 LH0552  PID         -  LH0552
 LH0552  STATE/COUNTY-  NE/BUFFALO
 LH0552  COUNTRY     -  US
 LH0552  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0552
 LH0552                         *CURRENT SURVEY CONTROL
 LH0552  ______________________________________________________________________
 LH0552* NAD 83(1986) POSITION- 40 42 50.91   (N) 099 14 10.68   (W)   HD_HELD1
 LH0552* NAVD 88 ORTHO HEIGHT -   695.720 (meters)     2282.54  (feet) ADJUSTED
 LH0552  ______________________________________________________________________
 LH0552  GEOID HEIGHT    -        -24.348 (meters)                     GEOID18
 LH0552  DYNAMIC HEIGHT  -        695.323 (meters)     2281.24  (feet) COMP
 LH0552  MODELED GRAVITY -    980,030.1   (mgal)                       NAVD 88
 LH0552
 LH0552  VERT ORDER      -  SECOND    CLASS 0
 LH0552
 LH0552.The horizontal coordinates were determined by differentially corrected
 LH0552.hand held GPS observations or other comparable positioning techniques
 LH0552.and have an estimated accuracy of +/- 3 meters.
 LH0552
 LH0552.The orthometric height was determined by differential leveling and
 LH0552.adjusted by the NATIONAL GEODETIC SURVEY
 LH0552.in June 1991.
 LH0552
 LH0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0552.GEOID18 height accuracy estimate available here.
 LH0552
 LH0552.Click photographs - Photos may exist for this station.
 LH0552
 LH0552.The dynamic height is computed by dividing the NAVD 88
 LH0552.geopotential number by the normal gravity value computed on the
 LH0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0552.degrees latitude (g = 980.6199 gals.).
 LH0552
 LH0552.The modeled gravity was interpolated from observed gravity values.
 LH0552
 LH0552;                    North         East    Units  Estimated Accuracy
 LH0552;SPC NE       -    98,079.7     564,514.1     MT  (+/- 3 meters HH1 GPS) 
 LH0552
 LH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8004107051(NAD 83)
 LH0552
 LH0552                          SUPERSEDED SURVEY CONTROL
 LH0552
 LH0552  NGVD 29 (??/??/92)  695.468  (m)         2281.71   (f) ADJ UNCH    2 0
 LH0552
 LH0552.Superseded values are not recommended for survey control.
 LH0552
 LH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0552.See file dsdata.pdf to determine how the superseded data were derived.
 LH0552
 LH0552_MARKER: DB = BENCH MARK DISK
 LH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0552_STAMPING: B 315 1950
 LH0552_MARK LOGO: CGS
 LH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0552+STABILITY: SURFACE MOTION
 LH0552
 LH0552  HISTORY     - Date     Condition        Report By
 LH0552  HISTORY     - 1950     MONUMENTED       CGS
 LH0552
 LH0552                          STATION DESCRIPTION
 LH0552
 LH0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0552'2.1 MI NE FROM ODESSA.
 LH0552'1.0 MILE EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0552'AT ODESSA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, AT THE
 LH0552'JUNCTION OF A DIRT ROAD LEADING WEST, AND ON THE SOUTH SLOPE
 LH0552'OF A HILL, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 LH0552'WEST, 46 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 LH0552'NORTH, 12.8 FEET SOUTH OF A 4-INCH PIPE MARKING A GAS LINE,
 LH0552'1.4 FEET EAST OF A FENCE LINE, 1.4 FEET SOUTH OF A REFERENCE
 LH0552'POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING
 LH0552'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0821 ***********************************************************************
 ML0821  DESIGNATION -  B 316 RESET
 ML0821  PID         -  ML0821
 ML0821  STATE/COUNTY-  NE/DAWSON
 ML0821  COUNTRY     -  US
 ML0821  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0821
 ML0821                         *CURRENT SURVEY CONTROL
 ML0821  ______________________________________________________________________
 ML0821* NAD 83(1986) POSITION- 41 00 09.     (N) 099 39 32.     (W)   SCALED
 ML0821* NAVD 88 ORTHO HEIGHT -   770.17  (meters)     2526.8   (feet) RESET
 ML0821  ______________________________________________________________________
 ML0821  GEOID HEIGHT    -        -23.495 (meters)                     GEOID18
 ML0821  VERT ORDER      -  THIRD
 ML0821
 ML0821.The horizontal coordinates were scaled from a map and have
 ML0821.an estimated accuracy of +/- 6 seconds.
 ML0821
 ML0821.The orthometric height was computed from unverified reset data.
 ML0821
 ML0821.No vertical observational check was made to the station.
 ML0821
 ML0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0821.GEOID18 height accuracy estimate available here.
 ML0821
 ML0821.Click photographs - Photos may exist for this station.
 ML0821
 ML0821;                    North         East    Units  Estimated Accuracy
 ML0821;SPC NE       -   129,870.      528,690.      MT  (+/- 180 meters Scaled)
 ML0821
 ML0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML445392(NAD 83)
 ML0821
 ML0821                          SUPERSEDED SURVEY CONTROL
 ML0821
 ML0821  NGVD 29 (01/31/13)  769.89   (m)         2525.9    (f) RESET       3  
 ML0821
 ML0821.Superseded values are not recommended for survey control.
 ML0821
 ML0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0821.See file dsdata.pdf to determine how the superseded data were derived.
 ML0821
 ML0821_MARKER: DV = VERTICAL CONTROL DISK
 ML0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0821_STAMPING: B 316 RESET 1974
 ML0821_MARK LOGO: NGS
 ML0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0821+STABILITY: SURFACE MOTION
 ML0821
 ML0821  HISTORY     - Date     Condition        Report By
 ML0821  HISTORY     - 1974     MONUMENTED       BLM
 ML0821
 ML0821                          STATION DESCRIPTION
 ML0821
 ML0821'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1974
 ML0821'0.5 MI S FROM EDDYVILLE.
 ML0821'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0821'POST OFFICE AT EDDYVILLE, THENCE 1.85 MILES WEST ALONG A
 ML0821'GRAVELED ROAD, ON THE WEST SLOPE OF A HILL, ABOUT 200 FEET
 ML0821'EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTHEAST
 ML0821'THROUGH AN ALFALFA FIELD, 68 FEET SOUTH OF THE CENTERLINE
 ML0821'OF THE GRAVEL ROAD, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT EAST
 ML0821'OF A FENCE POST, SET IN THE TOP OF A 4 FOOT CONCRETE POST
 ML0821'PROJECTING 0.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0805 ***********************************************************************
 ML0805  DESIGNATION -  B 318
 ML0805  PID         -  ML0805
 ML0805  STATE/COUNTY-  NE/CUSTER
 ML0805  COUNTRY     -  US
 ML0805  USGS QUAD   -  CALLAWAY NW (2017)
 ML0805
 ML0805                         *CURRENT SURVEY CONTROL
 ML0805  ______________________________________________________________________
 ML0805* NAD 83(1986) POSITION- 41 28 01.     (N) 099 56 35.     (W)   SCALED
 ML0805* NAVD 88 ORTHO HEIGHT -   906.641 (meters)     2974.54  (feet) ADJUSTED
 ML0805  ______________________________________________________________________
 ML0805  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 ML0805  DYNAMIC HEIGHT  -        906.147 (meters)     2972.92  (feet) COMP
 ML0805  MODELED GRAVITY -    980,047.0   (mgal)                       NAVD 88
 ML0805
 ML0805  VERT ORDER      -  SECOND    CLASS 0
 ML0805
 ML0805.The horizontal coordinates were scaled from a map and have
 ML0805.an estimated accuracy of +/- 6 seconds.
 ML0805
 ML0805.The orthometric height was determined by differential leveling and
 ML0805.adjusted by the NATIONAL GEODETIC SURVEY
 ML0805.in June 1991.
 ML0805
 ML0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0805.GEOID18 height accuracy estimate available here.
 ML0805
 ML0805.Click photographs - Photos may exist for this station.
 ML0805
 ML0805.The dynamic height is computed by dividing the NAVD 88
 ML0805.geopotential number by the normal gravity value computed on the
 ML0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0805.degrees latitude (g = 980.6199 gals.).
 ML0805
 ML0805.The modeled gravity was interpolated from observed gravity values.
 ML0805
 ML0805;                    North         East    Units  Estimated Accuracy
 ML0805;SPC NE       -   181,370.      504,760.      MT  (+/- 180 meters Scaled)
 ML0805
 ML0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML212910(NAD 83)
 ML0805
 ML0805                          SUPERSEDED SURVEY CONTROL
 ML0805
 ML0805  NGVD 29 (??/??/92)  906.390  (m)         2973.71   (f) ADJ UNCH    2 0
 ML0805
 ML0805.Superseded values are not recommended for survey control.
 ML0805
 ML0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0805.See file dsdata.pdf to determine how the superseded data were derived.
 ML0805
 ML0805_MARKER: DB = BENCH MARK DISK
 ML0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0805_STAMPING: B 318 1950
 ML0805_MARK LOGO: CGS
 ML0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0805+STABILITY: SURFACE MOTION
 ML0805
 ML0805  HISTORY     - Date     Condition        Report By
 ML0805  HISTORY     - 1950     MONUMENTED       CGS
 ML0805
 ML0805                          STATION DESCRIPTION
 ML0805
 ML0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0805'10.9 MI W FROM MERNA.
 ML0805'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0805'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0805'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0805'1.0 MILE SOUTH ALONG A DIRT ROAD, AT THE NORTH EDGE OF A GROVE
 ML0805'OF TREES WHICH SURROUND A LARGE WHITE HOUSE, 264 FEET NORTH OF
 ML0805'THE CENTER OF A ROAD INTERSECTION, 40 FEET EAST OF THE CENTER
 ML0805'LINE OF THE DIRT ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 ML0805'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0911 ***********************************************************************
 ML0911  DESIGNATION -  B 319
 ML0911  PID         -  ML0911
 ML0911  STATE/COUNTY-  NE/CUSTER
 ML0911  COUNTRY     -  US
 ML0911  USGS QUAD   -  MILBURN (2017)
 ML0911
 ML0911                         *CURRENT SURVEY CONTROL
 ML0911  ______________________________________________________________________
 ML0911* NAD 83(1986) POSITION- 41 42 20.     (N) 099 42 09.     (W)   SCALED
 ML0911* NAVD 88 ORTHO HEIGHT -   759.467 (meters)     2491.68  (feet) ADJUSTED
 ML0911  ______________________________________________________________________
 ML0911  GEOID HEIGHT    -        -22.631 (meters)                     GEOID18
 ML0911  DYNAMIC HEIGHT  -        759.078 (meters)     2490.41  (feet) COMP
 ML0911  MODELED GRAVITY -    980,085.4   (mgal)                       NAVD 88
 ML0911
 ML0911  VERT ORDER      -  SECOND    CLASS 0
 ML0911
 ML0911.The horizontal coordinates were scaled from a map and have
 ML0911.an estimated accuracy of +/- 6 seconds.
 ML0911
 ML0911.The orthometric height was determined by differential leveling and
 ML0911.adjusted by the NATIONAL GEODETIC SURVEY
 ML0911.in June 1991.
 ML0911
 ML0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0911.GEOID18 height accuracy estimate available here.
 ML0911
 ML0911.Click photographs - Photos may exist for this station.
 ML0911
 ML0911.The dynamic height is computed by dividing the NAVD 88
 ML0911.geopotential number by the normal gravity value computed on the
 ML0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0911.degrees latitude (g = 980.6199 gals.).
 ML0911
 ML0911.The modeled gravity was interpolated from observed gravity values.
 ML0911
 ML0911;                    North         East    Units  Estimated Accuracy
 ML0911;SPC NE       -   207,910.      524,750.      MT  (+/- 180 meters Scaled)
 ML0911
 ML0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM415173(NAD 83)
 ML0911
 ML0911                          SUPERSEDED SURVEY CONTROL
 ML0911
 ML0911  NGVD 29 (??/??/92)  759.184  (m)         2490.76   (f) ADJ UNCH    2 0
 ML0911
 ML0911.Superseded values are not recommended for survey control.
 ML0911
 ML0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0911.See file dsdata.pdf to determine how the superseded data were derived.
 ML0911
 ML0911_MARKER: DB = BENCH MARK DISK
 ML0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0911_STAMPING: B 319 1950
 ML0911_MARK LOGO: CGS
 ML0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0911+STABILITY: SURFACE MOTION
 ML0911
 ML0911  HISTORY     - Date     Condition        Report By
 ML0911  HISTORY     - 1950     MONUMENTED       CGS
 ML0911  HISTORY     - 1984     GOOD             LOCSUR
 ML0911
 ML0911                          STATION DESCRIPTION
 ML0911
 ML0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0911'2.4 MI SE FROM MILBURN.
 ML0911'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0911'THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST
 ML0911'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT
 ML0911'A ROAD INTERSECTION, 87 FEET WEST OF THE WEST END OF A GROVE OF
 ML0911'TREES, 95 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 ML0911'WEST, 51 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0911'12 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN
 ML0911'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0911
 ML0911                          STATION RECOVERY (1984)
 ML0911
 ML0911'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0911'PLACED WITNESS POST 1' WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0262 ***********************************************************************
 MM0262  DESIGNATION -  B 32
 MM0262  PID         -  MM0262
 MM0262  STATE/COUNTY-  NE/GRANT
 MM0262  COUNTRY     -  US
 MM0262  USGS QUAD   -  SPRING VALLEY (2017)
 MM0262
 MM0262                         *CURRENT SURVEY CONTROL
 MM0262  ______________________________________________________________________
 MM0262* NAD 83(1986) POSITION- 41 47 29.56   (N) 101 42 30.05   (W)   HD_HELD1
 MM0262* NAVD 88 ORTHO HEIGHT -  1119.558 (meters)     3673.08  (feet) ADJUSTED
 MM0262  ______________________________________________________________________
 MM0262  GEOID HEIGHT    -        -19.674 (meters)                     GEOID18
 MM0262  DYNAMIC HEIGHT  -       1118.919 (meters)     3670.99  (feet) COMP
 MM0262  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 MM0262
 MM0262  VERT ORDER      -  SECOND    CLASS 0
 MM0262
 MM0262.The horizontal coordinates were determined by differentially corrected
 MM0262.hand held GPS observations or other comparable positioning techniques
 MM0262.and have an estimated accuracy of +/- 3 meters.
 MM0262
 MM0262.The orthometric height was determined by differential leveling and
 MM0262.adjusted by the NATIONAL GEODETIC SURVEY
 MM0262.in June 1991.
 MM0262
 MM0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0262.GEOID18 height accuracy estimate available here.
 MM0262
 MM0262.Click photographs - Photos may exist for this station.
 MM0262
 MM0262.The dynamic height is computed by dividing the NAVD 88
 MM0262.geopotential number by the normal gravity value computed on the
 MM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0262.degrees latitude (g = 980.6199 gals.).
 MM0262
 MM0262.The modeled gravity was interpolated from observed gravity values.
 MM0262
 MM0262;                    North         East    Units  Estimated Accuracy
 MM0262;SPC NE       -   218,814.3     358,057.1     MT  (+/- 3 meters HH1 GPS) 
 MM0262
 MM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7496130178(NAD 83)
 MM0262
 MM0262                          SUPERSEDED SURVEY CONTROL
 MM0262
 MM0262  NGVD 29 (??/??/92) 1119.096  (m)         3671.57   (f) ADJ UNCH    2 0
 MM0262
 MM0262.Superseded values are not recommended for survey control.
 MM0262
 MM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0262.See file dsdata.pdf to determine how the superseded data were derived.
 MM0262
 MM0262_MARKER: DB = BENCH MARK DISK
 MM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0262_STAMPING: B 32 1934
 MM0262_MARK LOGO: CGS
 MM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0262+STABILITY: SURFACE MOTION
 MM0262
 MM0262  HISTORY     - Date     Condition        Report By
 MM0262  HISTORY     - 1934     MONUMENTED       CGS
 MM0262  HISTORY     - 1984     GOOD             USGS
 MM0262
 MM0262                          STATION DESCRIPTION
 MM0262
 MM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0262'19.3 MI SE FROM HAYANNIS.
 MM0262'19.3 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0262'COUNTY, 300 YARDS NORTHEAST OVER A HILL FROM A WHITE SCHOOLHOUSE,
 MM0262'AND 65 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 MM0262'DISK, STAMPED B 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0262
 MM0262                          STATION RECOVERY (1984)
 MM0262
 MM0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0262'HYANNIS, ABOUT 14.3 MILES SOUTH AND 2.5 MILES EAST OF, T. 21 N., R .
 MM0262'38 W., ABOUT 500 FEET SOUTH OF THE CENTER OF SECTION 15, ABOUT 1000
 MM0262'FEET NORTH OF A WINDMILL, 68 FEET NORTH AND 127 FEET EAST OF A
 MM0262'Y-TRAIL NORTH NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0835 ***********************************************************************
 LH0835  DESIGNATION -  B 320 RESET
 LH0835  PID         -  LH0835
 LH0835  STATE/COUNTY-  NE/DAWSON
 LH0835  COUNTRY     -  US
 LH0835  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0835
 LH0835                         *CURRENT SURVEY CONTROL
 LH0835  ______________________________________________________________________
 LH0835* NAD 83(1986) POSITION- 40 51 33.     (N) 099 47 12.     (W)   SCALED
 LH0835* NAVD 88 ORTHO HEIGHT -   743.98  (meters)     2440.9   (feet) RESET
 LH0835  ______________________________________________________________________
 LH0835  GEOID HEIGHT    -        -23.614 (meters)                     GEOID18
 LH0835  VERT ORDER      -  THIRD
 LH0835
 LH0835.The horizontal coordinates were scaled from a map and have
 LH0835.an estimated accuracy of +/- 6 seconds.
 LH0835
 LH0835.The orthometric height was computed from unverified reset data.
 LH0835
 LH0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0835.GEOID18 height accuracy estimate available here.
 LH0835
 LH0835.Click photographs - Photos may exist for this station.
 LH0835
 LH0835;                    North         East    Units  Estimated Accuracy
 LH0835;SPC NE       -   113,920.      517,980.      MT  (+/- 180 meters Scaled)
 LH0835
 LH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML336234(NAD 83)
 LH0835
 LH0835                          SUPERSEDED SURVEY CONTROL
 LH0835
 LH0835  NGVD 29 (??/??/??)  743.69   (m)         2439.9    (f) RESET       3  
 LH0835
 LH0835.Superseded values are not recommended for survey control.
 LH0835
 LH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0835.See file dsdata.pdf to determine how the superseded data were derived.
 LH0835
 LH0835_MARKER: DB = BENCH MARK DISK
 LH0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0835_STAMPING: B 320 RESET 1958
 LH0835_MARK LOGO: CGS
 LH0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0835+STABILITY: SURFACE MOTION
 LH0835
 LH0835  HISTORY     - Date     Condition        Report By
 LH0835  HISTORY     - 1958     MONUMENTED       LOCENG
 LH0835
 LH0835                          STATION DESCRIPTION
 LH0835
 LH0835'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 LH0835'7.8 MI NW FROM LEXINGTON.
 LH0835'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0835'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0835'STATE HIGHWAY 21, THENCE 2 MILES WEST ALONG A GRAVELED ROAD,
 LH0835'150 FEET SOUTH AND 33 FEET EAST OF THE NORTHWEST CORNER OF SEC.
 LH0835'12, T 10 N, R 22 W OF THE 6TH PM, 7 FEET NORTH OF A POWER POLE,
 LH0835'18 INCHES NORTH OF A 4 IN X 4 IN POST AND SET IN THE TOP OF A
 LH0835'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0814 ***********************************************************************
 ML0814  DESIGNATION -  B 322
 ML0814  PID         -  ML0814
 ML0814  STATE/COUNTY-  NE/CUSTER
 ML0814  COUNTRY     -  US
 ML0814  USGS QUAD   -  CALLAWAY (2017)
 ML0814
 ML0814                         *CURRENT SURVEY CONTROL
 ML0814  ______________________________________________________________________
 ML0814* NAD 83(1986) POSITION- 41 20 19.1    (N) 099 55 20.1    (W)   HD_HELD2
 ML0814* NAVD 88 ORTHO HEIGHT -   829.976 (meters)     2723.01  (feet) ADJUSTED
 ML0814  ______________________________________________________________________
 ML0814  GEOID HEIGHT    -        -22.484 (meters)                     GEOID18
 ML0814  DYNAMIC HEIGHT  -        829.529 (meters)     2721.55  (feet) COMP
 ML0814  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 ML0814
 ML0814  VERT ORDER      -  SECOND    CLASS 0
 ML0814
 ML0814.The horizontal coordinates were established by autonomous hand held GPS
 ML0814.observations and have an estimated accuracy of +/- 10 meters.
 ML0814
 ML0814.The orthometric height was determined by differential leveling and
 ML0814.adjusted by the NATIONAL GEODETIC SURVEY
 ML0814.in June 1991.
 ML0814
 ML0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0814.GEOID18 height accuracy estimate available here.
 ML0814
 ML0814.Click photographs - Photos may exist for this station.
 ML0814
 ML0814.The dynamic height is computed by dividing the NAVD 88
 ML0814.geopotential number by the normal gravity value computed on the
 ML0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0814.degrees latitude (g = 980.6199 gals.).
 ML0814
 ML0814.The modeled gravity was interpolated from observed gravity values.
 ML0814
 ML0814;                    North         East    Units  Estimated Accuracy
 ML0814;SPC NE       -   167,130.      506,506.      MT  (+/- 10 meters HH2 GPS)
 ML0814
 ML0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2283576760(NAD 83)
 ML0814
 ML0814                          SUPERSEDED SURVEY CONTROL
 ML0814
 ML0814  NGVD 29 (??/??/92)  829.728  (m)         2722.20   (f) ADJ UNCH    2 0
 ML0814
 ML0814.Superseded values are not recommended for survey control.
 ML0814
 ML0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0814.See file dsdata.pdf to determine how the superseded data were derived.
 ML0814
 ML0814_MARKER: DB = BENCH MARK DISK
 ML0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0814_STAMPING: B 322 1950
 ML0814_MARK LOGO: CGS
 ML0814_PROJECTION: FLUSH
 ML0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0814+STABILITY: SURFACE MOTION
 ML0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0814+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 ML0814
 ML0814  HISTORY     - Date     Condition        Report By
 ML0814  HISTORY     - 1950     MONUMENTED       CGS
 ML0814  HISTORY     - 20120625 GOOD             INDIV
 ML0814
 ML0814                          STATION DESCRIPTION
 ML0814
 ML0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0814'3.7 MI N FROM CALLAWAY.
 ML0814'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0814'RAILROAD STATION AT CALLAWAY, THENCE 1.5 MILES NORTH ALONG A
 ML0814'GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A WINDING GRAVELED
 ML0814'ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, AT THE FARM
 ML0814'HOME OF OCAR BONDE, 157 FEET WEST OF THE CENTER LINE OF THE
 ML0814'ROAD, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 ML0814'8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 25 FEET
 ML0814'WEST OF THE CENTER OF A GATE, 3.4 FEET WEST OF A POWER POLE,
 ML0814'1.2 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 ML0814'WHICH IS FLUSH WITH THE GROUND.
 ML0814
 ML0814                          STATION RECOVERY (2012)
 ML0814
 ML0814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0814'FOUND MARK IN GOOD CONDITION, 0.1 TENTHS ABOVE GROUND, 160 FEET WEST
 ML0814'OF CENTERLINE COUNTY ROAD,EAST 3.48 FEET TO NAIL SOUTHSIDE LIGHT
 ML0814'POLE,NNE 55.23 FEET TO SW CORNER OF HOUSE,WNW 8.37 FEET TO SE CORNER
 ML0814'OF GARAGE,WEST 3.65 FEET TO BOTTOM OF GUYWIRE,SOUTH 49 FEET TO IN LINE
 ML0814'WITH CENTERLINE FARM DRIVE,   WE PUT A 16 INCH LONG REBAR ON NORTH
 ML0814'SIDE OF BENCH MARK BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0681 ***********************************************************************
 ML0681  DESIGNATION -  B 323
 ML0681  PID         -  ML0681
 ML0681  STATE/COUNTY-  NE/VALLEY
 ML0681  COUNTRY     -  US
 ML0681  USGS QUAD   -  ARCADIA WEST (2017)
 ML0681
 ML0681                         *CURRENT SURVEY CONTROL
 ML0681  ______________________________________________________________________
 ML0681* NAD 83(1986) POSITION- 41 26 39.     (N) 099 08 49.     (W)   SCALED
 ML0681* NAVD 88 ORTHO HEIGHT -   666.623 (meters)     2187.08  (feet) ADJUSTED
 ML0681  ______________________________________________________________________
 ML0681  GEOID HEIGHT    -        -23.568 (meters)                     GEOID18
 ML0681  DYNAMIC HEIGHT  -        666.288 (meters)     2185.98  (feet) COMP
 ML0681  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 ML0681
 ML0681  VERT ORDER      -  FIRST     CLASS II
 ML0681
 ML0681.The horizontal coordinates were scaled from a map and have
 ML0681.an estimated accuracy of +/- 6 seconds.
 ML0681
 ML0681.The orthometric height was determined by differential leveling and
 ML0681.adjusted by the NATIONAL GEODETIC SURVEY
 ML0681.in June 1991.
 ML0681
 ML0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0681.GEOID18 height accuracy estimate available here.
 ML0681
 ML0681.Click photographs - Photos may exist for this station.
 ML0681
 ML0681.The dynamic height is computed by dividing the NAVD 88
 ML0681.geopotential number by the normal gravity value computed on the
 ML0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0681.degrees latitude (g = 980.6199 gals.).
 ML0681
 ML0681.The modeled gravity was interpolated from observed gravity values.
 ML0681
 ML0681;                    North         East    Units  Estimated Accuracy
 ML0681;SPC NE       -   179,200.      571,260.      MT  (+/- 180 meters Scaled)
 ML0681
 ML0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML877880(NAD 83)
 ML0681
 ML0681                          SUPERSEDED SURVEY CONTROL
 ML0681
 ML0681  NGVD 29 (??/??/92)  666.376  (m)         2186.27   (f) ADJ UNCH    1 2
 ML0681
 ML0681.Superseded values are not recommended for survey control.
 ML0681
 ML0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0681.See file dsdata.pdf to determine how the superseded data were derived.
 ML0681
 ML0681_MARKER: DB = BENCH MARK DISK
 ML0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0681_STAMPING: B 323 1950
 ML0681_MARK LOGO: CGS
 ML0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0681+STABILITY: SURFACE MOTION
 ML0681
 ML0681  HISTORY     - Date     Condition        Report By
 ML0681  HISTORY     - 1950     MONUMENTED       CGS
 ML0681
 ML0681                          STATION DESCRIPTION
 ML0681
 ML0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0681'1.3 MI NW FROM ARCADIA.
 ML0681'1.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0681'RAILROAD FROM THE STATION AT ARCADIA, 60 FEET SOUTHWEST OF
 ML0681'MILEPOST 55, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 30 FEET
 ML0681'NORTHWEST OF THE CENTER OF A GATE, 6 FEET SOUTHEAST OF A
 ML0681'TELEGRAPH POLE, 2 FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST
 ML0681'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0681'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0947 ***********************************************************************
 ML0947  DESIGNATION -  B 324
 ML0947  PID         -  ML0947
 ML0947  STATE/COUNTY-  NE/BLAINE
 ML0947  COUNTRY     -  US
 ML0947  USGS QUAD   -  ALMERIA NW (2017)
 ML0947
 ML0947                         *CURRENT SURVEY CONTROL
 ML0947  ______________________________________________________________________
 ML0947* NAD 83(1986) POSITION- 41 55 17.     (N) 099 42 20.     (W)   SCALED
 ML0947* NAVD 88 ORTHO HEIGHT -   738.899 (meters)     2424.20  (feet) ADJUSTED
 ML0947  ______________________________________________________________________
 ML0947  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 ML0947  DYNAMIC HEIGHT  -        738.545 (meters)     2423.04  (feet) COMP
 ML0947  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 ML0947
 ML0947  VERT ORDER      -  SECOND    CLASS 0
 ML0947
 ML0947.The horizontal coordinates were scaled from a map and have
 ML0947.an estimated accuracy of +/- 6 seconds.
 ML0947
 ML0947.The orthometric height was determined by differential leveling and
 ML0947.adjusted by the NATIONAL GEODETIC SURVEY
 ML0947.in June 1991.
 ML0947
 ML0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0947.GEOID18 height accuracy estimate available here.
 ML0947
 ML0947.Click photographs - Photos may exist for this station.
 ML0947
 ML0947.The dynamic height is computed by dividing the NAVD 88
 ML0947.geopotential number by the normal gravity value computed on the
 ML0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0947.degrees latitude (g = 980.6199 gals.).
 ML0947
 ML0947.The modeled gravity was interpolated from observed gravity values.
 ML0947
 ML0947;                    North         East    Units  Estimated Accuracy
 ML0947;SPC NE       -   231,870.      524,420.      MT  (+/- 180 meters Scaled)
 ML0947
 ML0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM414412(NAD 83)
 ML0947
 ML0947                          SUPERSEDED SURVEY CONTROL
 ML0947
 ML0947  NGVD 29 (??/??/92)  738.626  (m)         2423.31   (f) ADJ UNCH    2 0
 ML0947
 ML0947.Superseded values are not recommended for survey control.
 ML0947
 ML0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0947.See file dsdata.pdf to determine how the superseded data were derived.
 ML0947
 ML0947_MARKER: DB = BENCH MARK DISK
 ML0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0947_STAMPING: B 324 1950
 ML0947_MARK LOGO: CGS
 ML0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0947+STABILITY: SURFACE MOTION
 ML0947
 ML0947  HISTORY     - Date     Condition        Report By
 ML0947  HISTORY     - 1950     MONUMENTED       CGS
 ML0947  HISTORY     - 20121204 GOOD             INDIV
 ML0947
 ML0947                          STATION DESCRIPTION
 ML0947
 ML0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0947'9.2 MI E FROM BREWSTER.
 ML0947'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0947'BREWSTER, THENCE 0.5 MILE SOUTH ALONG A SAND ROAD, AT A T ROAD
 ML0947'JUNCTION, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER THE NORTH
 ML0947'LOUP RIVER, ON THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 ML0947'37 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18 FEET
 ML0947'NORTH OF A TELEPHONE POLE, 1.2 FEET WEST OF A FENCE, 2.1 FEET SOUTH
 ML0947'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0947'0.4 FOOT ABOVE THE GROUND.
 ML0947
 ML0947                          STATION RECOVERY (2012)
 ML0947
 ML0947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0947'FOUND MARK IN GOOD CONDITION, FLUSH WITH GROUND,FOR GPS IT IS
 ML0947'QUESTIONABLE DUE TO ROW OF CEDARS ON EAST SIDE OF MARK RUNNING NORTH
 ML0947'AND SOUTH, YOU BE THE JUDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1498 ***********************************************************************
 MK1498  DESIGNATION -  B 326
 MK1498  PID         -  MK1498
 MK1498  STATE/COUNTY-  NE/POLK
 MK1498  COUNTRY     -  US
 MK1498  USGS QUAD   -  STROMSBURG (2017)
 MK1498
 MK1498                         *CURRENT SURVEY CONTROL
 MK1498  ______________________________________________________________________
 MK1498* NAD 83(1986) POSITION- 41 07 09.     (N) 097 35 54.     (W)   SCALED
 MK1498* NAVD 88 ORTHO HEIGHT -   513.155 (meters)     1683.58  (feet) ADJUSTED
 MK1498  ______________________________________________________________________
 MK1498  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 MK1498  DYNAMIC HEIGHT  -        512.902 (meters)     1682.75  (feet) COMP
 MK1498  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 MK1498
 MK1498  VERT ORDER      -  SECOND    CLASS 0
 MK1498
 MK1498.The horizontal coordinates were scaled from a map and have
 MK1498.an estimated accuracy of +/- 6 seconds.
 MK1498
 MK1498.The orthometric height was determined by differential leveling and
 MK1498.adjusted by the NATIONAL GEODETIC SURVEY
 MK1498.in June 1991.
 MK1498
 MK1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1498.GEOID18 height accuracy estimate available here.
 MK1498
 MK1498.Click photographs - Photos may exist for this station.
 MK1498
 MK1498.The dynamic height is computed by dividing the NAVD 88
 MK1498.geopotential number by the normal gravity value computed on the
 MK1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1498.degrees latitude (g = 980.6199 gals.).
 MK1498
 MK1498.The modeled gravity was interpolated from observed gravity values.
 MK1498
 MK1498;                    North         East    Units  Estimated Accuracy
 MK1498;SPC NE       -   145,560.      701,610.      MT  (+/- 180 meters Scaled)
 MK1498
 MK1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL176529(NAD 83)
 MK1498
 MK1498                          SUPERSEDED SURVEY CONTROL
 MK1498
 MK1498  NGVD 29 (??/??/92)  512.952  (m)         1682.91   (f) ADJ UNCH    2 0
 MK1498
 MK1498.Superseded values are not recommended for survey control.
 MK1498
 MK1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1498.See file dsdata.pdf to determine how the superseded data were derived.
 MK1498
 MK1498_MARKER: DB = BENCH MARK DISK
 MK1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1498_STAMPING: B 326 1950
 MK1498_MARK LOGO: CGS
 MK1498_PROJECTION: RECESSED 6 CENTIMETERS
 MK1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1498+STABILITY: SURFACE MOTION
 MK1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1498+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1997
 MK1498
 MK1498  HISTORY     - Date     Condition        Report By
 MK1498  HISTORY     - 1950     MONUMENTED       CGS
 MK1498  HISTORY     - 19971001 GOOD             NEDR
 MK1498
 MK1498                          STATION DESCRIPTION
 MK1498
 MK1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1498'AT STROMSBURG.
 MK1498'AT STROMSBURG, 0.4 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE
 MK1498'POST OFFICE, AT A ROAD INTERSECTION, 55.7 FEET NORTHEAST OF A
 MK1498'FIRE HYDRANT WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 32 FEET
 MK1498'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF THE
 MK1498'CENTER LINE OF AN EAST AND WEST STREET, 6 FEET NORTHEAST OF A
 MK1498'TELEPHONE POLE, 5 FEET NORTHWEST OF A WALNUT TREE, SET IN THE
 MK1498'TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 MK1498'GROUND.
 MK1498
 MK1498                          STATION RECOVERY (1997)
 MK1498
 MK1498'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MK1498'RECOVERED IN GOOD CONDITION, IN STROMSBURG, AT THE INTERSECTION OF
 MK1498'U.S.  HIGHWAY 81 WITH NINTH STREET, 371 FT (113.1 M) SOUTH OF HIGHWAY
 MK1498'MILE MARKER 79, 34.05 M (111.71 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 MK1498'CORNER OF A HOUSE, 22.28 M (73.10 FT) EAST-NORTHEAST OF THE TOP OF A
 MK1498'FIRE HYDRANT, 11.96 M (39.24 FT) NORTH OF THE CENTERLINE OF 9TH
 MK1498'STREET, 9.20 M (30.18 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.55
 MK1498'M (18.21 FT) NORTH OF A CHISELED X ON TOP OF A GAS VALVE, 2.03 M (6.66
 MK1498'FT) EAST-SOUTHEAST OF A NAIL IN A UTILITY POLE AND SET INTO THE TOP OF
 MK1498'A SQUARE CONCRETE POST THAT IS RECESSED 6 CM BELOW THE GROUND SURFACE.
 MK1498'THE MARK IS SUITABLE FOR GPS SURVEYS, WITH PLANNING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1494 ***********************************************************************
 MK1494  DESIGNATION -  B 327
 MK1494  PID         -  MK1494
 MK1494  STATE/COUNTY-  NE/POLK
 MK1494  COUNTRY     -  US
 MK1494  USGS QUAD   -  SILVER CREEK (2017)
 MK1494
 MK1494                         *CURRENT SURVEY CONTROL
 MK1494  ______________________________________________________________________
 MK1494* NAD 83(1986) POSITION- 41 15 52.78   (N) 097 39 19.15   (W)   HD_HELD1
 MK1494* NAVD 88 ORTHO HEIGHT -   474.271 (meters)     1556.00  (feet) ADJUSTED
 MK1494  ______________________________________________________________________
 MK1494  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 MK1494  DYNAMIC HEIGHT  -        474.048 (meters)     1555.27  (feet) COMP
 MK1494  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 MK1494
 MK1494  VERT ORDER      -  SECOND    CLASS 0
 MK1494
 MK1494.The horizontal coordinates were determined by differentially corrected
 MK1494.hand held GPS observations or other comparable positioning techniques
 MK1494.and have an estimated accuracy of +/- 3 meters.
 MK1494
 MK1494.The orthometric height was determined by differential leveling and
 MK1494.adjusted by the NATIONAL GEODETIC SURVEY
 MK1494.in June 1991.
 MK1494
 MK1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1494.GEOID18 height accuracy estimate available here.
 MK1494
 MK1494.Click photographs - Photos may exist for this station.
 MK1494
 MK1494.The dynamic height is computed by dividing the NAVD 88
 MK1494.geopotential number by the normal gravity value computed on the
 MK1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1494.degrees latitude (g = 980.6199 gals.).
 MK1494
 MK1494.The modeled gravity was interpolated from observed gravity values.
 MK1494
 MK1494;                    North         East    Units  Estimated Accuracy
 MK1494;SPC NE       -   161,577.0     696,389.5     MT  (+/- 3 meters HH1 GPS) 
 MK1494
 MK1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1263769009(NAD 83)
 MK1494
 MK1494                          SUPERSEDED SURVEY CONTROL
 MK1494
 MK1494  NGVD 29 (??/??/92)  474.070  (m)         1555.34   (f) ADJ UNCH    2 0
 MK1494
 MK1494.Superseded values are not recommended for survey control.
 MK1494
 MK1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1494.See file dsdata.pdf to determine how the superseded data were derived.
 MK1494
 MK1494_MARKER: DB = BENCH MARK DISK
 MK1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1494_STAMPING: B 327 1950
 MK1494_MARK LOGO: CGS
 MK1494_PROJECTION: PROJECTING 5 CENTIMETERS
 MK1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1494+STABILITY: SURFACE MOTION
 MK1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1494+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2022
 MK1494
 MK1494  HISTORY     - Date     Condition        Report By
 MK1494  HISTORY     - 1950     MONUMENTED       CGS
 MK1494  HISTORY     - 1969     GOOD             CGS
 MK1494  HISTORY     - 20101001 GOOD             INDIV
 MK1494  HISTORY     - 20170824 GOOD             INDIV
 MK1494  HISTORY     - 20221201 GOOD             NEPPD
 MK1494
 MK1494                          STATION DESCRIPTION
 MK1494
 MK1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1494'3.6 MI S FROM SILVER CREEK.
 MK1494'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1494'AT SILVER CREEK, AT A ROAD INTERSECTION, 151 FEET EAST OF THE
 MK1494'CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE
 MK1494'OF AN EAST AND WEST ROAD, 18 FEET EAST OF THE CENTER OF A WIRE
 MK1494'GATE, 1.6 FEET NORTH OF A FENCE, 2.7 FEET NORTHEAST OF A WITNESS
 MK1494'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1494'FOOT ABOVE THE GROUND.
 MK1494
 MK1494                          STATION RECOVERY (1969)
 MK1494
 MK1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MK1494'RECOVERED IN GOOD CONDITION.
 MK1494
 MK1494                          STATION RECOVERY (2010)
 MK1494
 MK1494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1494'RECOVERED IN GOOD CONDITION.
 MK1494
 MK1494                          STATION RECOVERY (2017)
 MK1494
 MK1494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1494'RECOVERED AS DESCRIBED, MARK IS LOCATED 151 FEET EAST OF CENTERLINE
 MK1494'HWY 39 AND 1.7 FEET NORTH OF A STEEL WITNESS POST AND 1.0 FEET NORTH
 MK1494'OF COUNTY ROW FENCE. NEAR MILE POST 6.02 OF HWY 39. MARK IS PROJECTED
 MK1494'0.35 FEET. 
 MK1494'LAT. 41 15 52.8 
 MK1494'LONG. 097 39 19.2
 MK1494
 MK1494                          STATION RECOVERY (2022)
 MK1494
 MK1494'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0676 ***********************************************************************
 ML0676  DESIGNATION -  B 328
 ML0676  PID         -  ML0676
 ML0676  STATE/COUNTY-  NE/VALLEY
 ML0676  COUNTRY     -  US
 ML0676  USGS QUAD   -  ARCADIA WEST (2017)
 ML0676
 ML0676                         *CURRENT SURVEY CONTROL
 ML0676  ______________________________________________________________________
 ML0676* NAD 83(1986) POSITION- 41 29 02.     (N) 099 11 52.     (W)   SCALED
 ML0676* NAVD 88 ORTHO HEIGHT -   672.493 (meters)     2206.34  (feet) ADJUSTED
 ML0676  ______________________________________________________________________
 ML0676  GEOID HEIGHT    -        -23.474 (meters)                     GEOID18
 ML0676  DYNAMIC HEIGHT  -        672.154 (meters)     2205.23  (feet) COMP
 ML0676  MODELED GRAVITY -    980,097.2   (mgal)                       NAVD 88
 ML0676
 ML0676  VERT ORDER      -  FIRST     CLASS II
 ML0676
 ML0676.The horizontal coordinates were scaled from a map and have
 ML0676.an estimated accuracy of +/- 6 seconds.
 ML0676
 ML0676.The orthometric height was determined by differential leveling and
 ML0676.adjusted by the NATIONAL GEODETIC SURVEY
 ML0676.in June 1991.
 ML0676
 ML0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0676.GEOID18 height accuracy estimate available here.
 ML0676
 ML0676.Click photographs - Photos may exist for this station.
 ML0676
 ML0676.The dynamic height is computed by dividing the NAVD 88
 ML0676.geopotential number by the normal gravity value computed on the
 ML0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0676.degrees latitude (g = 980.6199 gals.).
 ML0676
 ML0676.The modeled gravity was interpolated from observed gravity values.
 ML0676
 ML0676;                    North         East    Units  Estimated Accuracy
 ML0676;SPC NE       -   183,560.      566,980.      MT  (+/- 180 meters Scaled)
 ML0676
 ML0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML834924(NAD 83)
 ML0676
 ML0676                          SUPERSEDED SURVEY CONTROL
 ML0676
 ML0676  NGVD 29 (??/??/92)  672.243  (m)         2205.52   (f) ADJ UNCH    1 2
 ML0676
 ML0676.Superseded values are not recommended for survey control.
 ML0676
 ML0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0676.See file dsdata.pdf to determine how the superseded data were derived.
 ML0676
 ML0676_MARKER: DB = BENCH MARK DISK
 ML0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0676_STAMPING: B 328 1950
 ML0676_MARK LOGO: CGS
 ML0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0676+STABILITY: SURFACE MOTION
 ML0676
 ML0676  HISTORY     - Date     Condition        Report By
 ML0676  HISTORY     - 1950     MONUMENTED       CGS
 ML0676
 ML0676                          STATION DESCRIPTION
 ML0676
 ML0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0676'5.1 MI NW FROM ARCADIA.
 ML0676'5.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0676'RAILROAD FROM THE STATION AT ARCADIA, AT A ROAD CROSSING, 0.2
 ML0676'MILE SOUTHEAST OF MILEPOST 59, 50 FEET SOUTHWEST OF THE
 ML0676'SOUTHWEST RAIL, 15 FEET EAST OF THE CENTER LINE OF A ROAD, 18
 ML0676'FEET SOUTHEAST OF THE CENTER OF A GATE, 1 FOOT NORTHEAST OF A
 ML0676'FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0676'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0676'NOTE-- THIS MARK IS 1.1 MILES SOUTHEAST OF BENCH MARK TT 4 EV
 ML0676'(U.S.G.S.).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0505 ***********************************************************************
 ML0505  DESIGNATION -  B 329
 ML0505  PID         -  ML0505
 ML0505  STATE/COUNTY-  NE/VALLEY
 ML0505  COUNTRY     -  US
 ML0505  USGS QUAD   -  ORD (2017)
 ML0505
 ML0505                         *CURRENT SURVEY CONTROL
 ML0505  ______________________________________________________________________
 ML0505* NAD 83(1986) POSITION- 41 34 48.     (N) 098 58 53.     (W)   SCALED
 ML0505* NAVD 88 ORTHO HEIGHT -   641.625 (meters)     2105.06  (feet) ADJUSTED
 ML0505  ______________________________________________________________________
 ML0505  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 ML0505  DYNAMIC HEIGHT  -        641.309 (meters)     2104.03  (feet) COMP
 ML0505  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 ML0505
 ML0505  VERT ORDER      -  SECOND    CLASS 0
 ML0505
 ML0505.The horizontal coordinates were scaled from a map and have
 ML0505.an estimated accuracy of +/- 6 seconds.
 ML0505
 ML0505.The orthometric height was determined by differential leveling and
 ML0505.adjusted by the NATIONAL GEODETIC SURVEY
 ML0505.in June 1991.
 ML0505
 ML0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0505.GEOID18 height accuracy estimate available here.
 ML0505
 ML0505.Click photographs - Photos may exist for this station.
 ML0505
 ML0505.The dynamic height is computed by dividing the NAVD 88
 ML0505.geopotential number by the normal gravity value computed on the
 ML0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0505.degrees latitude (g = 980.6199 gals.).
 ML0505
 ML0505.The modeled gravity was interpolated from observed gravity values.
 ML0505
 ML0505;                    North         East    Units  Estimated Accuracy
 ML0505;SPC NE       -   194,420.      584,910.      MT  (+/- 180 meters Scaled)
 ML0505
 ML0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM015031(NAD 83)
 ML0505
 ML0505                          SUPERSEDED SURVEY CONTROL
 ML0505
 ML0505  NGVD 29 (??/??/92)  641.372  (m)         2104.23   (f) ADJ UNCH    2 0
 ML0505
 ML0505.Superseded values are not recommended for survey control.
 ML0505
 ML0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0505.See file dsdata.pdf to determine how the superseded data were derived.
 ML0505
 ML0505_MARKER: DB = BENCH MARK DISK
 ML0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0505_STAMPING: B 329 1950
 ML0505_MARK LOGO: CGS
 ML0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0505+STABILITY: SURFACE MOTION
 ML0505
 ML0505  HISTORY     - Date     Condition        Report By
 ML0505  HISTORY     - 1950     MONUMENTED       CGS
 ML0505
 ML0505                          STATION DESCRIPTION
 ML0505
 ML0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0505'3.8 MI SW FROM ORD.
 ML0505'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0505'AT ORD, IN LINE WITH A ROW OF COTTONWOOD TREES, 94 FEET EAST
 ML0505'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER
 ML0505'LINE OF A PRIVATE DRIVEWAY LEADING EAST OF A FARMHOUSE, 1 FOOT
 ML0505'SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE
 ML0505'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0231 ***********************************************************************
 LJ0231  DESIGNATION -  B 33
 LJ0231  PID         -  LJ0231
 LJ0231  STATE/COUNTY-  NE/DUNDY
 LJ0231  COUNTRY     -  US
 LJ0231  USGS QUAD   -  ROCK CREEK LAKE (2017)
 LJ0231
 LJ0231                         *CURRENT SURVEY CONTROL
 LJ0231  ______________________________________________________________________
 LJ0231* NAD 83(1986) POSITION- 40 01 42.     (N) 101 46 38.     (W)   SCALED
 LJ0231* NAVD 88 ORTHO HEIGHT -   958.476 (meters)     3144.60  (feet) POSTED
 LJ0231  ______________________________________________________________________
 LJ0231  GEOID HEIGHT    -        -22.990 (meters)                     GEOID18
 LJ0231  DYNAMIC HEIGHT  -        957.77  (meters)     3142.3   (feet) COMP
 LJ0231  MODELED GRAVITY -    979,856.2   (mgal)                       NAVD 88
 LJ0231
 LJ0231  VERT ORDER      -  * POSTED, SEE BELOW
 LJ0231
 LJ0231.The horizontal coordinates were scaled from a map and have
 LJ0231.an estimated accuracy of +/- 6 seconds.
 LJ0231
 LJ0231.The orthometric height was determined by differential leveling
 LJ0231.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LJ0231
 LJ0231.* This is a POSTED BENCH MARK height.
 LJ0231
 LJ0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0231.GEOID18 height accuracy estimate available here.
 LJ0231
 LJ0231.Click photographs - Photos may exist for this station.
 LJ0231
 LJ0231.The dynamic height is computed by dividing the NAVD 88
 LJ0231.geopotential number by the normal gravity value computed on the
 LJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0231.degrees latitude (g = 980.6199 gals.).
 LJ0231
 LJ0231.The modeled gravity was interpolated from observed gravity values.
 LJ0231
 LJ0231;                    North         East    Units  Estimated Accuracy
 LJ0231;SPC NE       -    23,210.      348,310.      MT  (+/- 180 meters Scaled)
 LJ0231
 LJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK630345(NAD 83)
 LJ0231
 LJ0231                          SUPERSEDED SURVEY CONTROL
 LJ0231
 LJ0231  NGVD 29 (??/??/92)  958.056  (m)         3143.22   (f) ADJ UNCH    1 2
 LJ0231
 LJ0231.Superseded values are not recommended for survey control.
 LJ0231
 LJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0231.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0231
 LJ0231_MARKER: DB = BENCH MARK DISK
 LJ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0231_STAMPING: B 33 1933 3143.222
 LJ0231_MARK LOGO: CGS
 LJ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0231+STABILITY: SURFACE MOTION
 LJ0231
 LJ0231  HISTORY     - Date     Condition        Report By
 LJ0231  HISTORY     - 1933     MONUMENTED       CGS
 LJ0231  HISTORY     - 1960     GOOD             USGS
 LJ0231
 LJ0231                          STATION DESCRIPTION
 LJ0231
 LJ0231'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LJ0231'3 MI W FROM PARKS.
 LJ0231'3 MILES WEST ALONG CHICAGO, BURLINGTON AND QUINCY RR FROM THE
 LJ0231'STATION AT PARKS, DUNDY COUNTY, ON THE RAILROAD RIGHT-OF-WAY,
 LJ0231'2 TELEGRAPH POLES EAST OF RAILROAD SIGNAL TOWER, 49.3 FT. SOUTH
 LJ0231'OF SOUTH RAIL OF TRACK 82 FT. NORTH OF CENTER OF STATE HIGHWAY
 LJ0231'NO. 3.  NOTE-- MARKED WITH ONE IRON POST AND ONE WOODEN FENCE
 LJ0231'POST AND PAINTED UP ON TELEGRAPH POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0890 ***********************************************************************
 MK0890  DESIGNATION -  B 330
 MK0890  PID         -  MK0890
 MK0890  STATE/COUNTY-  NE/BUTLER
 MK0890  COUNTRY     -  US
 MK0890  USGS QUAD   -  ROGERS (2017)
 MK0890
 MK0890                         *CURRENT SURVEY CONTROL
 MK0890  ______________________________________________________________________
 MK0890* NAD 83(1986) POSITION- 41 23 39.14   (N) 096 59 02.22   (W)   HD_HELD1
 MK0890* NAVD 88 ORTHO HEIGHT -   415.484 (meters)     1363.13  (feet) ADJUSTED
 MK0890  ______________________________________________________________________
 MK0890  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 MK0890  DYNAMIC HEIGHT  -        415.300 (meters)     1362.53  (feet) COMP
 MK0890  MODELED GRAVITY -    980,169.6   (mgal)                       NAVD 88
 MK0890
 MK0890  VERT ORDER      -  SECOND    CLASS 0
 MK0890
 MK0890.The horizontal coordinates were determined by differentially corrected
 MK0890.hand held GPS observations or other comparable positioning techniques
 MK0890.and have an estimated accuracy of +/- 3 meters.
 MK0890
 MK0890.The orthometric height was determined by differential leveling and
 MK0890.adjusted by the NATIONAL GEODETIC SURVEY
 MK0890.in June 1991.
 MK0890
 MK0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0890.GEOID18 height accuracy estimate available here.
 MK0890
 MK0890.Click photographs - Photos may exist for this station.
 MK0890
 MK0890.The dynamic height is computed by dividing the NAVD 88
 MK0890.geopotential number by the normal gravity value computed on the
 MK0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0890.degrees latitude (g = 980.6199 gals.).
 MK0890
 MK0890.The modeled gravity was interpolated from observed gravity values.
 MK0890
 MK0890;                    North         East    Units  Estimated Accuracy
 MK0890;SPC NE       -   177,693.9     752,101.3     MT  (+/- 3 meters HH1 GPS) 
 MK0890
 MK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6854384480(NAD 83)
 MK0890
 MK0890                          SUPERSEDED SURVEY CONTROL
 MK0890
 MK0890  NGVD 29 (??/??/92)  415.316  (m)         1362.58   (f) ADJ UNCH    2 0
 MK0890
 MK0890.Superseded values are not recommended for survey control.
 MK0890
 MK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0890.See file dsdata.pdf to determine how the superseded data were derived.
 MK0890
 MK0890_MARKER: DB = BENCH MARK DISK
 MK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0890_STAMPING: B 330 1950
 MK0890_MARK LOGO: CGS
 MK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0890+STABILITY: SURFACE MOTION
 MK0890
 MK0890  HISTORY     - Date     Condition        Report By
 MK0890  HISTORY     - 1950     MONUMENTED       CGS
 MK0890
 MK0890                          STATION DESCRIPTION
 MK0890
 MK0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0890'3.9 MI SW FROM LINWOOD.
 MK0890'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0890'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0890'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST
 MK0890'ALONG A GRAVELED ROAD, THENCE 0.8 MILE WEST ALONG A GRADED DIRT
 MK0890'ROAD, AT THE FARM HOME OF HARVEY D. WELCH, 29 FEET SOUTH OF THE
 MK0890'CENTER LINE OF THE ROAD, 133 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK0890'OF THE FARMHOUSE, 14 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK0890'DRIVEWAY, 21 FEET NORTH OF A 40 INCH COTTONWOOD TREE, 13 FEET
 MK0890'SOUTH OF THE WEST END OF A STEEL PIPE CULVERT, 1.4 FEET SOUTH OF
 MK0890'A FENCE, 1.3 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK0890'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 MK0890'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0921 ***********************************************************************
 MK0921  DESIGNATION -  B 331
 MK0921  PID         -  MK0921
 MK0921  STATE/COUNTY-  NE/SAUNDERS
 MK0921  COUNTRY     -  US
 MK0921  USGS QUAD   -  FREMONT WEST (2017)
 MK0921
 MK0921                         *CURRENT SURVEY CONTROL
 MK0921  ______________________________________________________________________
 MK0921* NAD 83(1986) POSITION- 41 24 28.     (N) 096 37 01.     (W)   SCALED
 MK0921* NAVD 88 ORTHO HEIGHT -   399.335 (meters)     1310.15  (feet) ADJUSTED
 MK0921  ______________________________________________________________________
 MK0921  GEOID HEIGHT    -        -26.794 (meters)                     GEOID18
 MK0921  DYNAMIC HEIGHT  -        399.154 (meters)     1309.56  (feet) COMP
 MK0921  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 MK0921
 MK0921  VERT ORDER      -  SECOND    CLASS 0
 MK0921
 MK0921.The horizontal coordinates were scaled from a map and have
 MK0921.an estimated accuracy of +/- 6 seconds.
 MK0921
 MK0921.The orthometric height was determined by differential leveling and
 MK0921.adjusted by the NATIONAL GEODETIC SURVEY
 MK0921.in June 1991.
 MK0921
 MK0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0921.GEOID18 height accuracy estimate available here.
 MK0921
 MK0921.Click photographs - Photos may exist for this station.
 MK0921
 MK0921.The dynamic height is computed by dividing the NAVD 88
 MK0921.geopotential number by the normal gravity value computed on the
 MK0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0921.degrees latitude (g = 980.6199 gals.).
 MK0921
 MK0921.The modeled gravity was interpolated from observed gravity values.
 MK0921
 MK0921;                    North         East    Units  Estimated Accuracy
 MK0921;SPC NE       -   180,340.      782,700.      MT  (+/- 180 meters Scaled)
 MK0921
 MK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL991867(NAD 83)
 MK0921
 MK0921                          SUPERSEDED SURVEY CONTROL
 MK0921
 MK0921  NGVD 29 (??/??/92)  399.181  (m)         1309.65   (f) ADJ UNCH    2 0
 MK0921
 MK0921.Superseded values are not recommended for survey control.
 MK0921
 MK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0921.See file dsdata.pdf to determine how the superseded data were derived.
 MK0921
 MK0921_MARKER: DB = BENCH MARK DISK
 MK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0921_STAMPING: B 331 1950
 MK0921_MARK LOGO: CGS
 MK0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0921+STABILITY: SURFACE MOTION
 MK0921
 MK0921  HISTORY     - Date     Condition        Report By
 MK0921  HISTORY     - 1950     MONUMENTED       CGS
 MK0921
 MK0921                          STATION DESCRIPTION
 MK0921
 MK0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0921'1 MI NW FROM CEDAR BLUFFS.
 MK0921'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT CEDAR
 MK0921'BLUFFS, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, 47 FEET
 MK0921'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 32 FEET WEST
 MK0921'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 11 FEET SOUTHEAST
 MK0921'OF THE CENTER OF AN ENTRANCE TO A FIELD, 2.3 FEET NORTHWEST OF
 MK0921'A TELEPHONE POLE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE
 MK0921'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0974 ***********************************************************************
 ML0974  DESIGNATION -  B 332
 ML0974  PID         -  ML0974
 ML0974  STATE/COUNTY-  NE/CUSTER
 ML0974  COUNTRY     -  US
 ML0974  USGS QUAD   -  ANSELMO NE (2017)
 ML0974
 ML0974                         *CURRENT SURVEY CONTROL
 ML0974  ______________________________________________________________________
 ML0974* NAD 83(1986) POSITION- 41 42 07.     (N) 099 45 26.     (W)   SCALED
 ML0974* NAVD 88 ORTHO HEIGHT -   763.489 (meters)     2504.88  (feet) ADJUSTED
 ML0974  ______________________________________________________________________
 ML0974  GEOID HEIGHT    -        -22.518 (meters)                     GEOID18
 ML0974  DYNAMIC HEIGHT  -        763.098 (meters)     2503.60  (feet) COMP
 ML0974  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 ML0974
 ML0974  VERT ORDER      -  SECOND    CLASS 0
 ML0974
 ML0974.The horizontal coordinates were scaled from a map and have
 ML0974.an estimated accuracy of +/- 6 seconds.
 ML0974
 ML0974.The orthometric height was determined by differential leveling and
 ML0974.adjusted by the NATIONAL GEODETIC SURVEY
 ML0974.in June 1991.
 ML0974
 ML0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0974.GEOID18 height accuracy estimate available here.
 ML0974
 ML0974.Click photographs - Photos may exist for this station.
 ML0974
 ML0974.The dynamic height is computed by dividing the NAVD 88
 ML0974.geopotential number by the normal gravity value computed on the
 ML0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0974.degrees latitude (g = 980.6199 gals.).
 ML0974
 ML0974.The modeled gravity was interpolated from observed gravity values.
 ML0974
 ML0974;                    North         East    Units  Estimated Accuracy
 ML0974;SPC NE       -   207,490.      520,200.      MT  (+/- 180 meters Scaled)
 ML0974
 ML0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM369169(NAD 83)
 ML0974
 ML0974                          SUPERSEDED SURVEY CONTROL
 ML0974
 ML0974  NGVD 29 (??/??/92)  763.203  (m)         2503.94   (f) ADJ UNCH    2 0
 ML0974
 ML0974.Superseded values are not recommended for survey control.
 ML0974
 ML0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0974.See file dsdata.pdf to determine how the superseded data were derived.
 ML0974
 ML0974_MARKER: DB = BENCH MARK DISK
 ML0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0974_STAMPING: B 332 1950
 ML0974_MARK LOGO: CGS
 ML0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0974+STABILITY: SURFACE MOTION
 ML0974
 ML0974  HISTORY     - Date     Condition        Report By
 ML0974  HISTORY     - 1950     MONUMENTED       CGS
 ML0974
 ML0974                          STATION DESCRIPTION
 ML0974
 ML0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0974'2.6 MI SW FROM MILBURN.
 ML0974'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0974'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0974'0.45 MILE SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, 84 FEET
 ML0974'SOUTH OF TWO SMALL WILLOW TREES, 79 FEET NORTHEAST OF A TELEPHONE
 ML0974'POLE THAT IS USED FOR A FENCE CORNER POST, 27 FEET NORTHWEST
 ML0974'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A FENCE,
 ML0974'1.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0974'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0166 ***********************************************************************
 LH0166  DESIGNATION -  B 334
 LH0166  PID         -  LH0166
 LH0166  STATE/COUNTY-  NE/HAMILTON
 LH0166  COUNTRY     -  US
 LH0166  USGS QUAD   -  MURPHY (2017)
 LH0166
 LH0166                         *CURRENT SURVEY CONTROL
 LH0166  ______________________________________________________________________
 LH0166* NAD 83(1986) POSITION- 40 58 28.     (N) 098 02 14.     (W)   SCALED
 LH0166* NAVD 88 ORTHO HEIGHT -   557.903 (meters)     1830.39  (feet) ADJUSTED
 LH0166  ______________________________________________________________________
 LH0166  GEOID HEIGHT    -        -25.434 (meters)                     GEOID18
 LH0166  DYNAMIC HEIGHT  -        557.614 (meters)     1829.44  (feet) COMP
 LH0166  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 LH0166
 LH0166  VERT ORDER      -  SECOND    CLASS 0
 LH0166
 LH0166.The horizontal coordinates were scaled from a map and have
 LH0166.an estimated accuracy of +/- 6 seconds.
 LH0166
 LH0166.The orthometric height was determined by differential leveling and
 LH0166.adjusted by the NATIONAL GEODETIC SURVEY
 LH0166.in June 1991.
 LH0166
 LH0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0166.GEOID18 height accuracy estimate available here.
 LH0166
 LH0166.Click photographs - Photos may exist for this station.
 LH0166
 LH0166.The dynamic height is computed by dividing the NAVD 88
 LH0166.geopotential number by the normal gravity value computed on the
 LH0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0166.degrees latitude (g = 980.6199 gals.).
 LH0166
 LH0166.The modeled gravity was interpolated from observed gravity values.
 LH0166
 LH0166;                    North         East    Units  Estimated Accuracy
 LH0166;SPC NE       -   128,570.      665,140.      MT  (+/- 180 meters Scaled)
 LH0166
 LH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL810363(NAD 83)
 LH0166
 LH0166                          SUPERSEDED SURVEY CONTROL
 LH0166
 LH0166  NGVD 29 (??/??/92)  557.669  (m)         1829.62   (f) ADJ UNCH    2 0
 LH0166
 LH0166.Superseded values are not recommended for survey control.
 LH0166
 LH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0166.See file dsdata.pdf to determine how the superseded data were derived.
 LH0166
 LH0166_MARKER: DB = BENCH MARK DISK
 LH0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0166_STAMPING: B 334 1950
 LH0166_MARK LOGO: CGS
 LH0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0166+STABILITY: SURFACE MOTION
 LH0166
 LH0166  HISTORY     - Date     Condition        Report By
 LH0166  HISTORY     - 1950     MONUMENTED       CGS
 LH0166
 LH0166                          STATION DESCRIPTION
 LH0166
 LH0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0166'3.5 MI SW FROM MARQUETTE.
 LH0166'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0166'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, AT A
 LH0166'ROAD INTERSECTION, 72 FEET WEST OF THE CENTER LINE OF A NORTH AND
 LH0166'SOUTH ROAD, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A VACANT
 LH0166'TWO STORY WHITE HOUSE, 30 FEET NORTH OF THE CENTER LINE OF A
 LH0166'DIRT ROAD LEADING WEST, 12.6 FEET EAST OF A 16 INCH ASH TREE, 1
 LH0166'FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0166'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1333 ***********************************************************************
 MK1333  DESIGNATION -  B 335
 MK1333  PID         -  MK1333
 MK1333  STATE/COUNTY-  NE/BUTLER
 MK1333  COUNTRY     -  US
 MK1333  USGS QUAD   -  COLUMBUS SE (2017)
 MK1333
 MK1333                         *CURRENT SURVEY CONTROL
 MK1333  ______________________________________________________________________
 MK1333* NAD 83(1986) POSITION- 41 20 14.     (N) 097 15 17.     (W)   SCALED
 MK1333* NAVD 88 ORTHO HEIGHT -   444.615 (meters)     1458.71  (feet) ADJUSTED
 MK1333  ______________________________________________________________________
 MK1333  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 MK1333  DYNAMIC HEIGHT  -        444.416 (meters)     1458.05  (feet) COMP
 MK1333  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 MK1333
 MK1333  VERT ORDER      -  SECOND    CLASS 0
 MK1333
 MK1333.The horizontal coordinates were scaled from a map and have
 MK1333.an estimated accuracy of +/- 6 seconds.
 MK1333
 MK1333.The orthometric height was determined by differential leveling and
 MK1333.adjusted by the NATIONAL GEODETIC SURVEY
 MK1333.in June 1991.
 MK1333
 MK1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1333.GEOID18 height accuracy estimate available here.
 MK1333
 MK1333.Click photographs - Photos may exist for this station.
 MK1333
 MK1333.The dynamic height is computed by dividing the NAVD 88
 MK1333.geopotential number by the normal gravity value computed on the
 MK1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1333.degrees latitude (g = 980.6199 gals.).
 MK1333
 MK1333.The modeled gravity was interpolated from observed gravity values.
 MK1333
 MK1333;                    North         East    Units  Estimated Accuracy
 MK1333;SPC NE       -   170,620.      729,680.      MT  (+/- 180 meters Scaled)
 MK1333
 MK1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL460776(NAD 83)
 MK1333
 MK1333                          SUPERSEDED SURVEY CONTROL
 MK1333
 MK1333  NGVD 29 (??/??/92)  444.440  (m)         1458.13   (f) ADJ UNCH    2 0
 MK1333
 MK1333.Superseded values are not recommended for survey control.
 MK1333
 MK1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1333.See file dsdata.pdf to determine how the superseded data were derived.
 MK1333
 MK1333_MARKER: DB = BENCH MARK DISK
 MK1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1333_STAMPING: B 335 1950
 MK1333_MARK LOGO: CGS
 MK1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1333+STABILITY: SURFACE MOTION
 MK1333
 MK1333  HISTORY     - Date     Condition        Report By
 MK1333  HISTORY     - 1950     MONUMENTED       CGS
 MK1333  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK1333  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1333
 MK1333                          STATION DESCRIPTION
 MK1333
 MK1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1333'1.2 MI W FROM BELLWOOD.
 MK1333'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1333'BELLWOOD, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY 64, AT A
 MK1333'ROAD INTERSECTION, AT THE EAST END OF A WINDBREAK, 75 FEET
 MK1333'NORTHWEST OF AN ABANDONED FARMHOUSE, 188 FEET WEST OF THE CENTER
 MK1333'LINE OF A NORTH AND SOUTH ROAD, 43 FEET SOUTH OF THE CENTER
 MK1333'LINE OF THE HIGHWAY, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 MK1333'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1333
 MK1333                          STATION RECOVERY (1966)
 MK1333
 MK1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK1333'MARK NOT FOUND.
 MK1333
 MK1333                          STATION RECOVERY (2011)
 MK1333
 MK1333'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1334 ***********************************************************************
 MK1334  DESIGNATION -  B 335 RESET
 MK1334  PID         -  MK1334
 MK1334  STATE/COUNTY-  NE/BUTLER
 MK1334  COUNTRY     -  US
 MK1334  USGS QUAD   -  COLUMBUS SE (2017)
 MK1334
 MK1334                         *CURRENT SURVEY CONTROL
 MK1334  ______________________________________________________________________
 MK1334* NAD 83(1986) POSITION- 41 20 14.     (N) 097 15 17.     (W)   SCALED
 MK1334* NAVD 88 ORTHO HEIGHT -   444.38  (meters)     1457.9   (feet) RESET
 MK1334  ______________________________________________________________________
 MK1334  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 MK1334  VERT ORDER      -  THIRD
 MK1334
 MK1334.The horizontal coordinates were scaled from a map and have
 MK1334.an estimated accuracy of +/- 6 seconds.
 MK1334
 MK1334.The orthometric height was computed from unverified reset data.
 MK1334
 MK1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1334.GEOID18 height accuracy estimate available here.
 MK1334
 MK1334.Click photographs - Photos may exist for this station.
 MK1334
 MK1334;                    North         East    Units  Estimated Accuracy
 MK1334;SPC NE       -   170,620.      729,680.      MT  (+/- 180 meters Scaled)
 MK1334
 MK1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL460776(NAD 83)
 MK1334
 MK1334                          SUPERSEDED SURVEY CONTROL
 MK1334
 MK1334.No superseded survey control is available for this station.
 MK1334
 MK1334_MARKER: DB = BENCH MARK DISK
 MK1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1334_STAMPING: B 335 RESET 1961
 MK1334_MARK LOGO: CGS
 MK1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1334+STABILITY: SURFACE MOTION
 MK1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1334+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 MK1334
 MK1334  HISTORY     - Date     Condition        Report By
 MK1334  HISTORY     - 1961     MONUMENTED       NEDR
 MK1334  HISTORY     - 20110809 GOOD             NEGS
 MK1334
 MK1334                          STATION DESCRIPTION
 MK1334
 MK1334'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1334'1.2 MI SW FROM BELLWOOD.
 MK1334'THIS MARK IS LOCATED 0.35 MILE SOUTH ALONG A GRAVELED STREET,
 MK1334'FROM THE POST OFFICE AT BELLWOOD, THENCE 0.85 MILE WEST ALONG
 MK1334'STATE HIGHWAY 64, AT A ROAD INTERSECTION, 60.0 FEET SOUTH OF
 MK1334'THE CENTERLINE OF THE HIGHWAY, 204.4 FEET WEST OF THE CENTERLINE
 MK1334'OF A NORTH AND SOUTH ROAD, 29.8 FEET WEST OF THE CENTER OF A
 MK1334'WOOD FENCE POST AND 14.6 FEET EAST OF THE CENTER OF A TELEPHONE
 MK1334'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1334'ABOVE THE GROUND.
 MK1334
 MK1334                          STATION RECOVERY (2011)
 MK1334
 MK1334'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1334'FROM THE INTERSECTION OF STATE HIGHWAY 64 AND BROADWAY STREET
 MK1334'IN BELLWOOD, NE., GO WEST ON STATE HIGHWAY 64 FOR 0.85 MILE
 MK1334'TO COUNTY ROAD G AND THE MARK 60.0 FEET SOUTH OF THE CENTERLINE
 MK1334'OF THE HIGHWAY, 204 FEET WEST OF THE CENTERLINE OF COUNTY ROAD G,
 MK1334'1.5 FEET NORTH OF A FIBERGLASS WITNESS POST IN THE EAST-WEST FENCE,
 MK1334'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0255 ***********************************************************************
 ML0255  DESIGNATION -  B 336
 ML0255  PID         -  ML0255
 ML0255  STATE/COUNTY-  NE/MERRICK
 ML0255  COUNTRY     -  US
 ML0255  USGS QUAD   -  HORD (2017)
 ML0255
 ML0255                         *CURRENT SURVEY CONTROL
 ML0255  ______________________________________________________________________
 ML0255* NAD 83(1986) POSITION- 41 10 35.     (N) 098 00 05.     (W)   SCALED
 ML0255* NAVD 88 ORTHO HEIGHT -   513.177 (meters)     1683.65  (feet) ADJUSTED
 ML0255  ______________________________________________________________________
 ML0255  GEOID HEIGHT    -        -25.135 (meters)                     GEOID18
 ML0255  DYNAMIC HEIGHT  -        512.929 (meters)     1682.83  (feet) COMP
 ML0255  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 ML0255
 ML0255  VERT ORDER      -  SECOND    CLASS 0
 ML0255
 ML0255.The horizontal coordinates were scaled from a map and have
 ML0255.an estimated accuracy of +/- 6 seconds.
 ML0255
 ML0255.The orthometric height was determined by differential leveling and
 ML0255.adjusted by the NATIONAL GEODETIC SURVEY
 ML0255.in June 1991.
 ML0255
 ML0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0255.GEOID18 height accuracy estimate available here.
 ML0255
 ML0255.Click photographs - Photos may exist for this station.
 ML0255
 ML0255.The dynamic height is computed by dividing the NAVD 88
 ML0255.geopotential number by the normal gravity value computed on the
 ML0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0255.degrees latitude (g = 980.6199 gals.).
 ML0255
 ML0255.The modeled gravity was interpolated from observed gravity values.
 ML0255
 ML0255;                    North         East    Units  Estimated Accuracy
 ML0255;SPC NE       -   151,050.      667,640.      MT  (+/- 180 meters Scaled)
 ML0255
 ML0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837588(NAD 83)
 ML0255
 ML0255                          SUPERSEDED SURVEY CONTROL
 ML0255
 ML0255  NGVD 29 (??/??/92)  512.949  (m)         1682.90   (f) ADJ UNCH    2 0
 ML0255
 ML0255.Superseded values are not recommended for survey control.
 ML0255
 ML0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0255.See file dsdata.pdf to determine how the superseded data were derived.
 ML0255
 ML0255_MARKER: DB = BENCH MARK DISK
 ML0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0255_SP_SET: BOX CULVERT HEADWALL
 ML0255_STAMPING: B 336 1950
 ML0255_MARK LOGO: CGS
 ML0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0255+STABILITY: SURFACE MOTION
 ML0255
 ML0255  HISTORY     - Date     Condition        Report By
 ML0255  HISTORY     - 1950     MONUMENTED       CGS
 ML0255  HISTORY     - 1975     GOOD             NGS
 ML0255
 ML0255                          STATION DESCRIPTION
 ML0255
 ML0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0255'4.3 MI NE FROM CENTRAL CITY.
 ML0255'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0255'AT CENTRAL CITY, THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0255'AT A ROAD INTERSECTION, AT THE NORTHWEST CORNER OF A GROVE
 ML0255'OF TREES, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 ML0255'ROAD, 28 FEET EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE
 ML0255'OF THE HIGHWAY, AND SET IN THE CENTER OF THE TOP OF THE EAST
 ML0255'HEADWALL OF A 13-FOOT CONCRETE BOX CULVERT.
 ML0255
 ML0255                          STATION RECOVERY (1975)
 ML0255
 ML0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ML0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0254 ***********************************************************************
 ML0254  DESIGNATION -  B 336 RESET
 ML0254  PID         -  ML0254
 ML0254  STATE/COUNTY-  NE/MERRICK
 ML0254  COUNTRY     -  US
 ML0254  USGS QUAD   -  HORD (2017)
 ML0254
 ML0254                         *CURRENT SURVEY CONTROL
 ML0254  ______________________________________________________________________
 ML0254* NAD 83(1986) POSITION- 41 10 34.     (N) 098 00 07.     (W)   SCALED
 ML0254* NAVD 88 ORTHO HEIGHT -   513.89  (+/-2cm)     1686.0   (feet) VERTCON
 ML0254  ______________________________________________________________________
 ML0254  GEOID HEIGHT    -        -25.135 (meters)                     GEOID18
 ML0254  VERT ORDER      -  THIRD (See Below)
 ML0254
 ML0254.The horizontal coordinates were scaled from a map and have
 ML0254.an estimated accuracy of +/- 6 seconds.
 ML0254
 ML0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0254
 ML0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0254.GEOID18 height accuracy estimate available here.
 ML0254
 ML0254.The vertical order pertains to the NGVD 29 superseded value.
 ML0254
 ML0254.Click photographs - Photos may exist for this station.
 ML0254
 ML0254;                    North         East    Units  Estimated Accuracy
 ML0254;SPC NE       -   151,020.      667,590.      MT  (+/- 180 meters Scaled)
 ML0254
 ML0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837587(NAD 83)
 ML0254
 ML0254                          SUPERSEDED SURVEY CONTROL
 ML0254
 ML0254  NGVD 29 (01/31/13)  513.67   (m)         1685.3    (f) RESET       3  
 ML0254
 ML0254.Superseded values are not recommended for survey control.
 ML0254
 ML0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0254.See file dsdata.pdf to determine how the superseded data were derived.
 ML0254
 ML0254_MARKER: DV = VERTICAL CONTROL DISK
 ML0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0254_STAMPING: B 336 RESET 1975
 ML0254_MARK LOGO: NGS
 ML0254_PROJECTION: FLUSH
 ML0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0254+STABILITY: SURFACE MOTION
 ML0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0254+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 ML0254
 ML0254  HISTORY     - Date     Condition        Report By
 ML0254  HISTORY     - 1975     MONUMENTED       NGS
 ML0254  HISTORY     - 20070926 GOOD             NEDR
 ML0254
 ML0254                          STATION DESCRIPTION
 ML0254
 ML0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ML0254'4.3 MI N FROM CENTRAL CITY.
 ML0254'3.85 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 ML0254'OF HIGHWAY 14 AND 10TH STREET AT THE NORTH EDGE OF CENTRAL CITY,
 ML0254'31 FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST, 2 FEET
 ML0254'SOUTHEAST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST
 ML0254'AND ABOUT 200 FEET EAST OF HIGHWAY 14.  A 4-INCH CAST
 ML0254'ALUMINUM BENCH MARK, STAMPED B 336 RESET 1975 AND SET FLUSH
 ML0254'WITH THE GROUND SURFACE.
 ML0254
 ML0254                          STATION RECOVERY (2007)
 ML0254
 ML0254'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 ML0254'CURRENTLY 5IN ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0119 ***********************************************************************
 LH0119  DESIGNATION -  B 337 RESET
 LH0119  PID         -  LH0119
 LH0119  STATE/COUNTY-  NE/HAMILTON
 LH0119  COUNTRY     -  US
 LH0119  USGS QUAD   -  GILTNER (2017)
 LH0119
 LH0119                         *CURRENT SURVEY CONTROL
 LH0119  ______________________________________________________________________
 LH0119* NAD 83(1986) POSITION- 40 46 14.     (N) 098 12 09.     (W)   SCALED
 LH0119* NAVD 88 ORTHO HEIGHT -   564.67  (meters)     1852.6   (feet) RESET
 LH0119  ______________________________________________________________________
 LH0119  GEOID HEIGHT    -        -25.370 (meters)                     GEOID18
 LH0119  VERT ORDER      -  THIRD
 LH0119
 LH0119.The horizontal coordinates were scaled from a map and have
 LH0119.an estimated accuracy of +/- 6 seconds.
 LH0119
 LH0119.The orthometric height was computed from unverified reset data.
 LH0119
 LH0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0119.GEOID18 height accuracy estimate available here.
 LH0119
 LH0119.Click photographs - Photos may exist for this station.
 LH0119
 LH0119;                    North         East    Units  Estimated Accuracy
 LH0119;SPC NE       -   105,640.      651,710.      MT  (+/- 180 meters Scaled)
 LH0119
 LH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL673135(NAD 83)
 LH0119
 LH0119                          SUPERSEDED SURVEY CONTROL
 LH0119
 LH0119.No superseded survey control is available for this station.
 LH0119
 LH0119_MARKER: DB = BENCH MARK DISK
 LH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0119_STAMPING: B 337 RESET 1971
 LH0119_MARK LOGO: CGS
 LH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0119+STABILITY: SURFACE MOTION
 LH0119
 LH0119  HISTORY     - Date     Condition        Report By
 LH0119  HISTORY     - 1971     MONUMENTED       NGS
 LH0119
 LH0119                          STATION DESCRIPTION
 LH0119
 LH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0119'8.7 MI E FROM DONIPHAN.
 LH0119'ABOUT 1.5 MILES EAST ALONG OLD U.S. HIGHWAYS 281 AND 34 FROM
 LH0119'THE UNION PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 7.55
 LH0119'MILES EAST ALONG A SURFACED AND GRAVELED ROAD, 0.3 MILE EAST OF
 LH0119'A ROAD INTERSECTION, AT A PRIVATE DRIVEWAY LEADING SOUTH TO THE
 LH0119'MELVIN SPRINGER FARMHOUSE, 59 FEET SOUTH OF THE CENTER OF ROAD,
 LH0119'20 FEET EAST OF THE CENTER OF THE DRIVEWAY, 3.5 FEET SOUTH OF A
 LH0119'POWERLINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET
 LH0119'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LH0119'SEC 11, T 9 N, R 8 W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0138 ***********************************************************************
 LH0138  DESIGNATION -  B 338
 LH0138  PID         -  LH0138
 LH0138  STATE/COUNTY-  NE/HAMILTON
 LH0138  COUNTRY     -  US
 LH0138  USGS QUAD   -  MURPHY (2017)
 LH0138
 LH0138                         *CURRENT SURVEY CONTROL
 LH0138  ______________________________________________________________________
 LH0138* NAD 83(1986) POSITION- 40 52 33.     (N) 098 05 35.     (W)   SCALED
 LH0138* NAVD 88 ORTHO HEIGHT -   561.323 (meters)     1841.61  (feet) ADJUSTED
 LH0138  ______________________________________________________________________
 LH0138  GEOID HEIGHT    -        -25.438 (meters)                     GEOID18
 LH0138  DYNAMIC HEIGHT  -        561.031 (meters)     1840.65  (feet) COMP
 LH0138  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 LH0138
 LH0138  VERT ORDER      -  SECOND    CLASS 0
 LH0138
 LH0138.The horizontal coordinates were scaled from a map and have
 LH0138.an estimated accuracy of +/- 6 seconds.
 LH0138
 LH0138.The orthometric height was determined by differential leveling and
 LH0138.adjusted by the NATIONAL GEODETIC SURVEY
 LH0138.in June 1991.
 LH0138
 LH0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0138.GEOID18 height accuracy estimate available here.
 LH0138
 LH0138.Click photographs - Photos may exist for this station.
 LH0138
 LH0138.The dynamic height is computed by dividing the NAVD 88
 LH0138.geopotential number by the normal gravity value computed on the
 LH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0138.degrees latitude (g = 980.6199 gals.).
 LH0138
 LH0138.The modeled gravity was interpolated from observed gravity values.
 LH0138
 LH0138;                    North         East    Units  Estimated Accuracy
 LH0138;SPC NE       -   117,520.      660,680.      MT  (+/- 180 meters Scaled)
 LH0138
 LH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL764253(NAD 83)
 LH0138
 LH0138                          SUPERSEDED SURVEY CONTROL
 LH0138
 LH0138  NGVD 29 (??/??/92)  561.088  (m)         1840.84   (f) ADJ UNCH    2 0
 LH0138
 LH0138.Superseded values are not recommended for survey control.
 LH0138
 LH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0138.See file dsdata.pdf to determine how the superseded data were derived.
 LH0138
 LH0138_MARKER: DB = BENCH MARK DISK
 LH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0138_STAMPING: B 338 1950
 LH0138_MARK LOGO: CGS
 LH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0138+STABILITY: SURFACE MOTION
 LH0138
 LH0138  HISTORY     - Date     Condition        Report By
 LH0138  HISTORY     - 1950     MONUMENTED       CGS
 LH0138
 LH0138                          STATION DESCRIPTION
 LH0138
 LH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0138'1.2 MI E FROM MURPHY.
 LH0138'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0138'FROM THE AURORA CO-OP ELEVATOR AT MURPHY, AT A ROAD CROSSING,
 LH0138'58 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 46 FEET
 LH0138'NORTH OF THE NORTH RAIL OF THE TRACK, 1.0 FOOT SOUTH OF THE
 LH0138'NORTH RAILWAY RIGHT-OF-WAY FENCE, 2.3 FEET EAST OF A REFERENCE
 LH0138'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LH0138'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0162 ***********************************************************************
 NP0162  DESIGNATION -  B 339
 NP0162  PID         -  NP0162
 NP0162  STATE/COUNTY-  NE/BOX BUTTE
 NP0162  COUNTRY     -  US
 NP0162  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0162
 NP0162                         *CURRENT SURVEY CONTROL
 NP0162  ______________________________________________________________________
 NP0162* NAD 83(1986) POSITION- 42 04 35.     (N) 102 49 06.     (W)   SCALED
 NP0162* NAVD 88 ORTHO HEIGHT -  1206.176 (meters)     3957.26  (feet) POSTED
 NP0162  ______________________________________________________________________
 NP0162  GEOID HEIGHT    -        -18.734 (meters)                     GEOID18
 NP0162  DYNAMIC HEIGHT  -       1205.47  (meters)     3954.9   (feet) COMP
 NP0162  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 NP0162
 NP0162  VERT ORDER      -  * POSTED, SEE BELOW
 NP0162
 NP0162.The horizontal coordinates were scaled from a map and have
 NP0162.an estimated accuracy of +/- 6 seconds.
 NP0162
 NP0162.The orthometric height was determined by differential leveling
 NP0162.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0162
 NP0162.* This is a POSTED BENCH MARK height.
 NP0162
 NP0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0162.GEOID18 height accuracy estimate available here.
 NP0162
 NP0162.Click photographs - Photos may exist for this station.
 NP0162
 NP0162.The dynamic height is computed by dividing the NAVD 88
 NP0162.geopotential number by the normal gravity value computed on the
 NP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0162.degrees latitude (g = 980.6199 gals.).
 NP0162
 NP0162.The modeled gravity was interpolated from observed gravity values.
 NP0162
 NP0162;                    North         East    Units  Estimated Accuracy
 NP0162;SPC NE       -   252,840.      266,890.      MT  (+/- 180 meters Scaled)
 NP0162
 NP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG804605(NAD 83)
 NP0162
 NP0162                          SUPERSEDED SURVEY CONTROL
 NP0162
 NP0162  NGVD 29 (??/??/92) 1205.626  (m)         3955.46   (f) ADJ UNCH    2 0
 NP0162
 NP0162.Superseded values are not recommended for survey control.
 NP0162
 NP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0162.See file dsdata.pdf to determine how the superseded data were derived.
 NP0162
 NP0162_MARKER: DB = BENCH MARK DISK
 NP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0162_STAMPING: B 339 1967
 NP0162_MARK LOGO: CGS
 NP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0162+STABILITY: SURFACE MOTION
 NP0162
 NP0162  HISTORY     - Date     Condition        Report By
 NP0162  HISTORY     - 1967     MONUMENTED       CGS
 NP0162  HISTORY     - 1971     GOOD             NGS
 NP0162  HISTORY     - 1977     GOOD             NGS
 NP0162  HISTORY     - 1985     GOOD             NGS
 NP0162
 NP0162                          STATION DESCRIPTION
 NP0162
 NP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0162'3.2 MI SE FROM ALLIANCE.
 NP0162'THE MARK IS SITUATED 3.2 MILES SOUTHEAST OF ALLIANCE, 1.0 MILES
 NP0162'SOUTH OF STATE HIGHWAY NO. 2 ON THE NORTH-SOUTH ROAD LEADING TO THE
 NP0162'ALLIANCE MUNICIPAL AIRPORT TERMINAL BUILDING, 58.0 FT. EAST OF
 NP0162'THE CENTERLINE OF THE SAME NORTH-SOUTH ROAD, 131.5 FT. NORTH OF A
 NP0162'EAST-WEST ROAD, 44.3 FT SOUTH OF A DOUBLE STANDARD POWER
 NP0162'POLE, 28.5 FT NORTH OF A SINGLE STANDARD POWER POLE AND 2.7 FT
 NP0162'SOUTH OF A C AND GS WITNESS POST SIGN.  THE MARK IS A STANDARD
 NP0162'USC AND GS BENCH MARK DISK STAMPED B 339 1967 SET IN AN 8 IN X 8 IN
 NP0162'CONCRETE POST PROJECTING APPROXIMATELY 0.1 FT. ABOVE THE GROUND.
 NP0162
 NP0162                          STATION RECOVERY (1971)
 NP0162
 NP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0162'RECOVERED IN GOOD CONDITION.
 NP0162
 NP0162                          STATION RECOVERY (1977)
 NP0162
 NP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0162'RECOVERED IN GOOD CONDITION.
 NP0162
 NP0162                          STATION RECOVERY (1985)
 NP0162
 NP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0876 ***********************************************************************
 MK0876  DESIGNATION -  B 340
 MK0876  PID         -  MK0876
 MK0876  STATE/COUNTY-  NE/DODGE
 MK0876  COUNTRY     -  US
 MK0876  USGS QUAD   -  MALMO NW (2017)
 MK0876
 MK0876                         *CURRENT SURVEY CONTROL
 MK0876  ______________________________________________________________________
 MK0876* NAD 83(1986) POSITION- 41 27 16.     (N) 096 40 23.     (W)   SCALED
 MK0876* NAVD 88 ORTHO HEIGHT -   379.179 (meters)     1244.02  (feet) ADJUSTED
 MK0876  ______________________________________________________________________
 MK0876  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 MK0876  DYNAMIC HEIGHT  -        379.017 (meters)     1243.49  (feet) COMP
 MK0876  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 MK0876
 MK0876  VERT ORDER      -  SECOND    CLASS 0
 MK0876
 MK0876.The horizontal coordinates were scaled from a map and have
 MK0876.an estimated accuracy of +/- 6 seconds.
 MK0876
 MK0876.The orthometric height was determined by differential leveling and
 MK0876.adjusted by the NATIONAL GEODETIC SURVEY
 MK0876.in June 1991.
 MK0876
 MK0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0876.GEOID18 height accuracy estimate available here.
 MK0876
 MK0876.Click photographs - Photos may exist for this station.
 MK0876
 MK0876.The dynamic height is computed by dividing the NAVD 88
 MK0876.geopotential number by the normal gravity value computed on the
 MK0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0876.degrees latitude (g = 980.6199 gals.).
 MK0876
 MK0876.The modeled gravity was interpolated from observed gravity values.
 MK0876
 MK0876;                    North         East    Units  Estimated Accuracy
 MK0876;SPC NE       -   185,330.      777,820.      MT  (+/- 180 meters Scaled)
 MK0876
 MK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL943918(NAD 83)
 MK0876
 MK0876                          SUPERSEDED SURVEY CONTROL
 MK0876
 MK0876  NGVD 29 (??/??/92)  379.032  (m)         1243.54   (f) ADJ UNCH    2 0
 MK0876
 MK0876.Superseded values are not recommended for survey control.
 MK0876
 MK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0876.See file dsdata.pdf to determine how the superseded data were derived.
 MK0876
 MK0876_MARKER: DB = BENCH MARK DISK
 MK0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0876_SP_SET: BRIDGE ABUTMENT
 MK0876_STAMPING: B 340 1950
 MK0876_MARK LOGO: CGS
 MK0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0876+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 MK0876
 MK0876  HISTORY     - Date     Condition        Report By
 MK0876  HISTORY     - 1950     MONUMENTED       CGS
 MK0876  HISTORY     - 1967     GOOD             CGS
 MK0876  HISTORY     - 20050105 GOOD             NEDR
 MK0876
 MK0876                          STATION DESCRIPTION
 MK0876
 MK0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0876'2.4 MI W FROM AMES.
 MK0876'2.45 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0876'FARMERS CO-OP ELEVATOR AT AMES, 7 POLES EAST OF MILEPOST 49, 110
 MK0876'YARDS EAST OF A ROAD CROSSING, 120 FEET NORTHWEST OF THE
 MK0876'NORTHWEST CORNER OF A STEEL HIGHWAY BRIDGE OVER A CANAL, 4.2
 MK0876'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP
 MK0876'OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE 48.75.
 MK0876
 MK0876                          STATION RECOVERY (1967)
 MK0876
 MK0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0876'RECOVERED IN GOOD CONDITION.
 MK0876
 MK0876                          STATION RECOVERY (2005)
 MK0876
 MK0876'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (AB)
 MK0876'THE BRIDGE WAS RAISED BY THE RAIL ROAD AND THE DEPARTMENT OF ROADS
 MK0876'PUT A NEW ELEVATION ON THE BM WHEN THE DEPARTMENT WAS DOING WORK IN
 MK0876'THE AREA.THE NEW ELEVATION IS 1247.100
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0315 ***********************************************************************
 NP0315  DESIGNATION -  B 341
 NP0315  PID         -  NP0315
 NP0315  STATE/COUNTY-  NE/DAWES
 NP0315  COUNTRY     -  US
 NP0315  USGS QUAD   -  CRAWFORD (2017)
 NP0315
 NP0315                         *CURRENT SURVEY CONTROL
 NP0315  ______________________________________________________________________
 NP0315* NAD 83(1986) POSITION- 42 40 51.     (N) 103 25 06.     (W)   SCALED
 NP0315* NAVD 88 ORTHO HEIGHT -  1126.203 (meters)     3694.88  (feet) ADJUSTED
 NP0315  ______________________________________________________________________
 NP0315  GEOID HEIGHT    -        -17.542 (meters)                     GEOID18
 NP0315  DYNAMIC HEIGHT  -       1125.598 (meters)     3692.90  (feet) COMP
 NP0315  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 NP0315
 NP0315  VERT ORDER      -  FIRST     CLASS II
 NP0315
 NP0315.The horizontal coordinates were scaled from a map and have
 NP0315.an estimated accuracy of +/- 6 seconds.
 NP0315
 NP0315.The orthometric height was determined by differential leveling and
 NP0315.adjusted by the NATIONAL GEODETIC SURVEY
 NP0315.in June 1991.
 NP0315
 NP0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0315.GEOID18 height accuracy estimate available here.
 NP0315
 NP0315.Click photographs - Photos may exist for this station.
 NP0315
 NP0315.The dynamic height is computed by dividing the NAVD 88
 NP0315.geopotential number by the normal gravity value computed on the
 NP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0315.degrees latitude (g = 980.6199 gals.).
 NP0315
 NP0315.The modeled gravity was interpolated from observed gravity values.
 NP0315
 NP0315;                    North         East    Units  Estimated Accuracy
 NP0315;SPC NE       -   321,710.      219,940.      MT  (+/- 180 meters Scaled)
 NP0315
 NP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH295265(NAD 83)
 NP0315
 NP0315                          SUPERSEDED SURVEY CONTROL
 NP0315
 NP0315  NGVD 29 (??/??/92) 1125.626  (m)         3692.99   (f) ADJ UNCH    1 2
 NP0315
 NP0315.Superseded values are not recommended for survey control.
 NP0315
 NP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0315.See file dsdata.pdf to determine how the superseded data were derived.
 NP0315
 NP0315_MARKER: DB = BENCH MARK DISK
 NP0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0315_STAMPING: B 341 1954
 NP0315_MARK LOGO: CGS
 NP0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0315+STABILITY: SURFACE MOTION
 NP0315
 NP0315  HISTORY     - Date     Condition        Report By
 NP0315  HISTORY     - 1954     MONUMENTED       CGS
 NP0315  HISTORY     - 1985     GOOD             NGS
 NP0315
 NP0315                          STATION DESCRIPTION
 NP0315
 NP0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0315'0.5 MI S FROM CRAWFORD.
 NP0315'0.5 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0315'FROM THE STATION AT CRAWFORD, 38 FEET EAST OF THE EAST RAIL OF
 NP0315'THE MAIN TRACK, 12 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST
 NP0315'OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0315'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0315
 NP0315                          STATION RECOVERY (1985)
 NP0315
 NP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0122 ***********************************************************************
 NP0122  DESIGNATION -  B 342
 NP0122  PID         -  NP0122
 NP0122  STATE/COUNTY-  NE/BOX BUTTE
 NP0122  COUNTRY     -  US
 NP0122  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0122
 NP0122                         *CURRENT SURVEY CONTROL
 NP0122  ______________________________________________________________________
 NP0122* NAD 83(1986) POSITION- 42 02 50.     (N) 102 54 45.     (W)   SCALED
 NP0122* NAVD 88 ORTHO HEIGHT -  1207.958 (meters)     3963.11  (feet) ADJUSTED
 NP0122  ______________________________________________________________________
 NP0122  GEOID HEIGHT    -        -18.792 (meters)                     GEOID18
 NP0122  DYNAMIC HEIGHT  -       1207.238 (meters)     3960.75  (feet) COMP
 NP0122  MODELED GRAVITY -    979,984.7   (mgal)                       NAVD 88
 NP0122
 NP0122  VERT ORDER      -  FIRST     CLASS II
 NP0122
 NP0122.The horizontal coordinates were scaled from a map and have
 NP0122.an estimated accuracy of +/- 6 seconds.
 NP0122
 NP0122.The orthometric height was determined by differential leveling and
 NP0122.adjusted by the NATIONAL GEODETIC SURVEY
 NP0122.in June 1991.
 NP0122
 NP0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0122.GEOID18 height accuracy estimate available here.
 NP0122
 NP0122.Click photographs - Photos may exist for this station.
 NP0122
 NP0122.The dynamic height is computed by dividing the NAVD 88
 NP0122.geopotential number by the normal gravity value computed on the
 NP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0122.degrees latitude (g = 980.6199 gals.).
 NP0122
 NP0122.The modeled gravity was interpolated from observed gravity values.
 NP0122
 NP0122;                    North         East    Units  Estimated Accuracy
 NP0122;SPC NE       -   249,860.      258,990.      MT  (+/- 180 meters Scaled)
 NP0122
 NP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG727571(NAD 83)
 NP0122
 NP0122                          SUPERSEDED SURVEY CONTROL
 NP0122
 NP0122  NGVD 29 (??/??/92) 1207.364  (m)         3961.16   (f) ADJ UNCH    1 2
 NP0122
 NP0122.Superseded values are not recommended for survey control.
 NP0122
 NP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0122.See file dsdata.pdf to determine how the superseded data were derived.
 NP0122
 NP0122_MARKER: DB = BENCH MARK DISK
 NP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0122_STAMPING: B 342 1956
 NP0122_MARK LOGO: CGS
 NP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0122+STABILITY: SURFACE MOTION
 NP0122
 NP0122  HISTORY     - Date     Condition        Report By
 NP0122  HISTORY     - 1956     MONUMENTED       CGS
 NP0122  HISTORY     - 1985     GOOD             NGS
 NP0122
 NP0122                          STATION DESCRIPTION
 NP0122
 NP0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0122'4.2 MI SW FROM ALLIANCE.
 NP0122'4.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0122'RAILROAD FROM THE STATION AT ALLIANCE, 114 FEET SOUTHEAST OF THE
 NP0122'CENTER OF A PRIVATE ROAD CROSSING, 50 FEET EAST OF THE EAST
 NP0122'RAIL, 5.5 FEET NORTHWEST OF THE 7TH POLE SOUTH OF MILEPOST 4,
 NP0122'1.8 FEET EAST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET
 NP0122'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 NP0122'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 24 NORTH,
 NP0122'RANGE 48 WEST.
 NP0122
 NP0122                          STATION RECOVERY (1985)
 NP0122
 NP0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0122'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0122'OMIT--50 FEET EAST OF THE EAST RAIL.  ADD--10.39 METERS (35 FT)
 NP0122'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS.
 NP0122'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0359 ***********************************************************************
 NP0359  DESIGNATION -  B 343
 NP0359  PID         -  NP0359
 NP0359  STATE/COUNTY-  NE/BOX BUTTE
 NP0359  COUNTRY     -  US
 NP0359  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0359
 NP0359                         *CURRENT SURVEY CONTROL
 NP0359  ______________________________________________________________________
 NP0359* NAD 83(1986) POSITION- 42 24 45.     (N) 103 13 50.     (W)   SCALED
 NP0359* NAVD 88 ORTHO HEIGHT -  1310.612 (meters)     4299.90  (feet) ADJUSTED
 NP0359  ______________________________________________________________________
 NP0359  GEOID HEIGHT    -        -18.149 (meters)                     GEOID18
 NP0359  DYNAMIC HEIGHT  -       1309.829 (meters)     4297.33  (feet) COMP
 NP0359  MODELED GRAVITY -    979,978.3   (mgal)                       NAVD 88
 NP0359
 NP0359  VERT ORDER      -  FIRST     CLASS II
 NP0359
 NP0359.The horizontal coordinates were scaled from a map and have
 NP0359.an estimated accuracy of +/- 6 seconds.
 NP0359
 NP0359.The orthometric height was determined by differential leveling and
 NP0359.adjusted by the NATIONAL GEODETIC SURVEY
 NP0359.in June 1991.
 NP0359
 NP0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0359.GEOID18 height accuracy estimate available here.
 NP0359
 NP0359.Click photographs - Photos may exist for this station.
 NP0359
 NP0359.The dynamic height is computed by dividing the NAVD 88
 NP0359.geopotential number by the normal gravity value computed on the
 NP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0359.degrees latitude (g = 980.6199 gals.).
 NP0359
 NP0359.The modeled gravity was interpolated from observed gravity values.
 NP0359
 NP0359;                    North         East    Units  Estimated Accuracy
 NP0359;SPC NE       -   291,330.      234,200.      MT  (+/- 180 meters Scaled)
 NP0359
 NP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG455970(NAD 83)
 NP0359
 NP0359                          SUPERSEDED SURVEY CONTROL
 NP0359
 NP0359  NGVD 29 (??/??/92) 1309.931  (m)         4297.67   (f) ADJ UNCH    1 2
 NP0359
 NP0359.Superseded values are not recommended for survey control.
 NP0359
 NP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0359.See file dsdata.pdf to determine how the superseded data were derived.
 NP0359
 NP0359_MARKER: DB = BENCH MARK DISK
 NP0359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0359_STAMPING: B 343 1956
 NP0359_MARK LOGO: CGS
 NP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0359
 NP0359  HISTORY     - Date     Condition        Report By
 NP0359  HISTORY     - 1956     MONUMENTED       CGS
 NP0359  HISTORY     - 1985     GOOD             NGS
 NP0359
 NP0359                          STATION DESCRIPTION
 NP0359
 NP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0359'5.6 MI SE FROM MARSLAND.
 NP0359'5.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0359'RAILROAD FROM THE STATION SIGN AT MARSLAND, 41 FEET EAST OF
 NP0359'MILEPOST 395, 45.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 14.4
 NP0359'FEET NORTH OF A TELEPHONE POLE, 2.5 FEET SOUTHWEST OF A FENCE,
 NP0359'2 FEET SOUTHEAST OF A WITNESS POST, CLAMPED ON THE TOP OF A
 NP0359'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 20 FEET IN
 NP0359'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 28
 NP0359'NORTH, RANGE 15 WEST, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS
 NP0359'0.3 FOOT ABOVE THE GROUND.
 NP0359
 NP0359                          STATION RECOVERY (1985)
 NP0359
 NP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0359'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0359'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 8.85 KM
 NP0359'(5.5 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD AND 7.5
 NP0359'METERS (24.5 FT) SOUTHWEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0397 ***********************************************************************
 NP0397  DESIGNATION -  B 344
 NP0397  PID         -  NP0397
 NP0397  STATE/COUNTY-  NE/BOX BUTTE
 NP0397  COUNTRY     -  US
 NP0397  USGS QUAD   -  NONPAREIL (2017)
 NP0397
 NP0397                         *CURRENT SURVEY CONTROL
 NP0397  ______________________________________________________________________
 NP0397* NAD 83(1986) POSITION- 42 19 17.     (N) 103 10 12.     (W)   SCALED
 NP0397* NAVD 88 ORTHO HEIGHT -  1319.765 (meters)     4329.93  (feet) POSTED
 NP0397  ______________________________________________________________________
 NP0397  GEOID HEIGHT    -        -18.247 (meters)                     GEOID18
 NP0397  DYNAMIC HEIGHT  -       1318.97  (meters)     4327.3   (feet) COMP
 NP0397  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 NP0397
 NP0397  VERT ORDER      -  * POSTED, SEE BELOW
 NP0397
 NP0397.The horizontal coordinates were scaled from a map and have
 NP0397.an estimated accuracy of +/- 6 seconds.
 NP0397
 NP0397.The orthometric height was determined by differential leveling
 NP0397.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0397
 NP0397.* This is a POSTED BENCH MARK height.
 NP0397
 NP0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0397.GEOID18 height accuracy estimate available here.
 NP0397
 NP0397.Click photographs - Photos may exist for this station.
 NP0397
 NP0397.The dynamic height is computed by dividing the NAVD 88
 NP0397.geopotential number by the normal gravity value computed on the
 NP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0397.degrees latitude (g = 980.6199 gals.).
 NP0397
 NP0397.The modeled gravity was interpolated from observed gravity values.
 NP0397
 NP0397;                    North         East    Units  Estimated Accuracy
 NP0397;SPC NE       -   281,040.      238,810.      MT  (+/- 180 meters Scaled)
 NP0397
 NP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG507870(NAD 83)
 NP0397
 NP0397                          SUPERSEDED SURVEY CONTROL
 NP0397
 NP0397  NGVD 29 (??/??/92) 1319.114  (m)         4327.79   (f) ADJ UNCH    2 0
 NP0397
 NP0397.Superseded values are not recommended for survey control.
 NP0397
 NP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0397.See file dsdata.pdf to determine how the superseded data were derived.
 NP0397
 NP0397_MARKER: DB = BENCH MARK DISK
 NP0397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0397_STAMPING: B 344 1956
 NP0397_MARK LOGO: CGS
 NP0397_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0397
 NP0397  HISTORY     - Date     Condition        Report By
 NP0397  HISTORY     - 1956     MONUMENTED       CGS
 NP0397
 NP0397                          STATION DESCRIPTION
 NP0397
 NP0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0397'5 MI W FROM HEMINGFORD.
 NP0397'5.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0397'AT HEMINGFORD, 131 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0397'88 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2
 NP0397'FEET NORTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 NP0397'COPPER COATED STEEL ROAD WHICH IS DRIVEN 15 FEET IN THE GROUND,
 NP0397'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 NP0397'GROUND, IN THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 27 NORTH,
 NP0397'RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0167 ***********************************************************************
 MN0167  DESIGNATION -  B 345
 MN0167  PID         -  MN0167
 MN0167  STATE/COUNTY-  NE/MORRILL
 MN0167  COUNTRY     -  US
 MN0167  USGS QUAD   -  ANGORA NE (2017)
 MN0167
 MN0167                         *CURRENT SURVEY CONTROL
 MN0167  ______________________________________________________________________
 MN0167* NAD 83(1986) POSITION- 41 55 34.     (N) 103 02 27.     (W)   SCALED
 MN0167* NAVD 88 ORTHO HEIGHT -  1279.175 (meters)     4196.76  (feet) ADJUSTED
 MN0167  ______________________________________________________________________
 MN0167  GEOID HEIGHT    -        -18.966 (meters)                     GEOID18
 MN0167  DYNAMIC HEIGHT  -       1278.382 (meters)     4194.16  (feet) COMP
 MN0167  MODELED GRAVITY -    979,957.3   (mgal)                       NAVD 88
 MN0167
 MN0167  VERT ORDER      -  FIRST     CLASS II
 MN0167
 MN0167.The horizontal coordinates were scaled from a map and have
 MN0167.an estimated accuracy of +/- 6 seconds.
 MN0167
 MN0167.The orthometric height was determined by differential leveling and
 MN0167.adjusted by the NATIONAL GEODETIC SURVEY
 MN0167.in June 1991.
 MN0167
 MN0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0167.GEOID18 height accuracy estimate available here.
 MN0167
 MN0167.Click photographs - Photos may exist for this station.
 MN0167
 MN0167.The dynamic height is computed by dividing the NAVD 88
 MN0167.geopotential number by the normal gravity value computed on the
 MN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0167.degrees latitude (g = 980.6199 gals.).
 MN0167
 MN0167.The modeled gravity was interpolated from observed gravity values.
 MN0167
 MN0167;                    North         East    Units  Estimated Accuracy
 MN0167;SPC NE       -   236,790.      247,910.      MT  (+/- 180 meters Scaled)
 MN0167
 MN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG624434(NAD 83)
 MN0167
 MN0167                          SUPERSEDED SURVEY CONTROL
 MN0167
 MN0167  NGVD 29 (??/??/92) 1278.549  (m)         4194.71   (f) ADJ UNCH    1 2
 MN0167
 MN0167.Superseded values are not recommended for survey control.
 MN0167
 MN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0167.See file dsdata.pdf to determine how the superseded data were derived.
 MN0167
 MN0167_MARKER: DB = BENCH MARK DISK
 MN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0167_STAMPING: B 345 1956
 MN0167_MARK LOGO: CGS
 MN0167_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0167+STABILITY: SURFACE MOTION
 MN0167
 MN0167  HISTORY     - Date     Condition        Report By
 MN0167  HISTORY     - 1956     MONUMENTED       CGS
 MN0167  HISTORY     - 1985     GOOD             NGS
 MN0167
 MN0167                          STATION DESCRIPTION
 MN0167
 MN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0167'6.8 MI NE FROM ANGORA.
 MN0167'6.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0167'RAILROAD FROM THE STATION AT ANGORA, 78.8 FEET NORTHWEST OF THE
 MN0167'NORTHWEST RAIL, 51 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 MN0167'HIGHWAY 19, 43.5 FEET NORTHWEST OF THE 1ST POLE NORTHEAST OF
 MN0167'MILEPOST 15, 2.8 FEET SOUTHEAST OF A WITNESS POST, ON TOP OF A
 MN0167'SANDY KNOLL, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 MN0167'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
 MN0167'IN THE NORTHEAST 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE
 MN0167'49 WEST.
 MN0167
 MN0167                          STATION RECOVERY (1985)
 MN0167
 MN0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0167'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0167'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0167'10.78 KM (6.7 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD, ON
 MN0167'TOP OF A SANDY KNOLL, 24.02 METERS (78.8 FT) NORTHWEST OF THE
 MN0167'NORTHWEST RAIL, 60.4 METERS (198 FT) SOUTHEAST OF THE CENTER OF US
 MN0167'HIGHWAY 385, 52.1 METERS (171 FT) NORTH OF MILEPOLE 15, 15.5 METERS
 MN0167'(51 FT) SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 19 AND 0.9 METER
 MN0167'(2.8 FT) SOUTHEAST OF A WOODEN WITNESS POST.
 MN0167'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 MN0167'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1701 ***********************************************************************
 MK1701  DESIGNATION -  B 346
 MK1701  PID         -  MK1701
 MK1701  STATE/COUNTY-  NE/PLATTE
 MK1701  COUNTRY     -  US
 MK1701  USGS QUAD   -  TARNOV (2017)
 MK1701
 MK1701                         *CURRENT SURVEY CONTROL
 MK1701  ______________________________________________________________________
 MK1701* NAD 83(1986) POSITION- 41 32 25.     (N) 097 31 20.     (W)   SCALED
 MK1701* NAVD 88 ORTHO HEIGHT -   468.485 (meters)     1537.02  (feet) ADJUSTED
 MK1701  ______________________________________________________________________
 MK1701  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 MK1701  DYNAMIC HEIGHT  -        468.278 (meters)     1536.34  (feet) COMP
 MK1701  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 MK1701
 MK1701  VERT ORDER      -  SECOND    CLASS 0
 MK1701
 MK1701.The horizontal coordinates were scaled from a map and have
 MK1701.an estimated accuracy of +/- 6 seconds.
 MK1701
 MK1701.The orthometric height was determined by differential leveling and
 MK1701.adjusted by the NATIONAL GEODETIC SURVEY
 MK1701.in June 1991.
 MK1701
 MK1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1701.GEOID18 height accuracy estimate available here.
 MK1701
 MK1701.Click photographs - Photos may exist for this station.
 MK1701
 MK1701.The dynamic height is computed by dividing the NAVD 88
 MK1701.geopotential number by the normal gravity value computed on the
 MK1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1701.degrees latitude (g = 980.6199 gals.).
 MK1701
 MK1701.The modeled gravity was interpolated from observed gravity values.
 MK1701
 MK1701;                    North         East    Units  Estimated Accuracy
 MK1701;SPC NE       -   192,480.      706,660.      MT  (+/- 180 meters Scaled)
 MK1701
 MK1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL232997(NAD 83)
 MK1701
 MK1701                          SUPERSEDED SURVEY CONTROL
 MK1701
 MK1701  NGVD 29 (??/??/92)  468.294  (m)         1536.39   (f) ADJ UNCH    2 0
 MK1701
 MK1701.Superseded values are not recommended for survey control.
 MK1701
 MK1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1701.See file dsdata.pdf to determine how the superseded data were derived.
 MK1701
 MK1701_MARKER: DB = BENCH MARK DISK
 MK1701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1701_SP_SET: CULVERT HEADWALL
 MK1701_STAMPING: B 346 1957
 MK1701_MARK LOGO: CGS
 MK1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1701+STABILITY: SURFACE MOTION
 MK1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1701+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 MK1701
 MK1701  HISTORY     - Date     Condition        Report By
 MK1701  HISTORY     - 1957     MONUMENTED       CGS
 MK1701  HISTORY     - 1989     GOOD             LOCSUR
 MK1701  HISTORY     - 19910321 GOOD             NEDR
 MK1701  HISTORY     - 20140722 GOOD             INDIV
 MK1701
 MK1701                          STATION DESCRIPTION
 MK1701
 MK1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1701'2 MI W FROM PLATTE CENTER.
 MK1701'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1701'STATION AT PLATTE CENTER, THENCE 1.8 MILE WEST ALONG A ROAD,
 MK1701'IN SECTION 10, T. 18 N., R. 2 W., 20 FEET NORTH OF THE CENTER
 MK1701'LINE OF THE ROAD, 57 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 MK1701'ROAD, 59 FEET WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION,
 MK1701'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF THE EAST END OF THE
 MK1701'NORTH HEADWALL OF A 4-FOOT PIPE CULVERT.
 MK1701
 MK1701                          STATION RECOVERY (1989)
 MK1701
 MK1701'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1701'RECOVERED IN GOOD CONDITION.
 MK1701
 MK1701                          STATION RECOVERY (1991)
 MK1701
 MK1701'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1701'TO REACH FROM THE WATER TOWER IN PLATTE CENTER, GO WEST ALONG A
 MK1701'BLACKTOP ROAD FOR 2.1 MI (3.4 KM) TO A 4-WAY COUNTY ROAD INTERSECTION
 MK1701'AND THE MARK, 59 FT (18.0 M) NORTHWEST FROM THE CENTER OF THE
 MK1701'INTERSECTION, 57 FT (17.4 M) WEST OF THE NORTH/SOUTH GRAVELED ROAD, 20
 MK1701'FT (6.1 M) NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 2 FT (0.6 M)
 MK1701'LOWER THAN THE ROAD AND SET INTO THE WEST END OF THE TOP OF THE NORTH
 MK1701'HEADWALL OF A CONCRETE CULVERET.
 MK1701
 MK1701                          STATION RECOVERY (2014)
 MK1701
 MK1701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JDB)
 MK1701'REAL TIME NETWORK GPS OBSERVATION.
 MK1701'41 32'25.970'' N       97 31'22.464'' W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0197 ***********************************************************************
 NO0197  DESIGNATION -  B 347
 NO0197  PID         -  NO0197
 NO0197  STATE/COUNTY-  NE/CHERRY
 NO0197  COUNTRY     -  US
 NO0197  USGS QUAD   -  NENZEL (2017)
 NO0197
 NO0197                         *CURRENT SURVEY CONTROL
 NO0197  ______________________________________________________________________
 NO0197* NAD 83(1986) POSITION- 42 55 21.     (N) 101 04 11.     (W)   SCALED
 NO0197* NAVD 88 ORTHO HEIGHT -   950.946 (meters)     3119.90  (feet) ADJUSTED
 NO0197  ______________________________________________________________________
 NO0197  GEOID HEIGHT    -        -20.712 (meters)                     GEOID18
 NO0197  DYNAMIC HEIGHT  -        950.546 (meters)     3118.58  (feet) COMP
 NO0197  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 NO0197
 NO0197  VERT ORDER      -  FIRST     CLASS II
 NO0197
 NO0197.The horizontal coordinates were scaled from a map and have
 NO0197.an estimated accuracy of +/- 6 seconds.
 NO0197
 NO0197.The orthometric height was determined by differential leveling and
 NO0197.adjusted by the NATIONAL GEODETIC SURVEY
 NO0197.in June 1991.
 NO0197
 NO0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0197.GEOID18 height accuracy estimate available here.
 NO0197
 NO0197.Click photographs - Photos may exist for this station.
 NO0197
 NO0197.The dynamic height is computed by dividing the NAVD 88
 NO0197.geopotential number by the normal gravity value computed on the
 NO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0197.degrees latitude (g = 980.6199 gals.).
 NO0197
 NO0197.The modeled gravity was interpolated from observed gravity values.
 NO0197
 NO0197;                    North         East    Units  Estimated Accuracy
 NO0197;SPC NE       -   343,550.      412,670.      MT  (+/- 180 meters Scaled)
 NO0197
 NO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN310542(NAD 83)
 NO0197
 NO0197                          SUPERSEDED SURVEY CONTROL
 NO0197
 NO0197  NGVD 29 (??/??/92)  950.590  (m)         3118.73   (f) ADJ UNCH    1 2
 NO0197
 NO0197.Superseded values are not recommended for survey control.
 NO0197
 NO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0197.See file dsdata.pdf to determine how the superseded data were derived.
 NO0197
 NO0197_MARKER: DB = BENCH MARK DISK
 NO0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0197_STAMPING: B 347 1957
 NO0197_MARK LOGO: CGS
 NO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0197+STABILITY: SURFACE MOTION
 NO0197
 NO0197  HISTORY     - Date     Condition        Report By
 NO0197  HISTORY     - 1957     MONUMENTED       CGS
 NO0197
 NO0197                          STATION DESCRIPTION
 NO0197
 NO0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0197'6.2 MI W FROM KILGORE.
 NO0197'ABOUT 6.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0197'RAILWAY FROM THE STATION AT KILGORE, IN SECTION 15, T.34 N.,
 NO0197'R.32 W., 7 FEET EAST OF THE FIRST POLE WEST OF MILEPOST 298,
 NO0197'61 FEET SOUTH OF THE SOUTH RAIL, 69 FEET NORTH OF THE CENTER
 NO0197'LINE OF THE ABANDONED GRADE OF U.S. HIGHWAY 20, 294 FEET EAST
 NO0197'OF THE CENTER LINE OF A RANCH ROAD NORTH, 2 1/2 FEET NORTH OF
 NO0197'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN
 NO0197'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0258 ***********************************************************************
 NP0258  DESIGNATION -  B 348
 NP0258  PID         -  NP0258
 NP0258  STATE/COUNTY-  NE/DAWES
 NP0258  COUNTRY     -  US
 NP0258  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0258
 NP0258                         *CURRENT SURVEY CONTROL
 NP0258  ______________________________________________________________________
 NP0258* NAD 83(1986) POSITION- 42 47 25.     (N) 103 14 47.     (W)   SCALED
 NP0258* NAVD 88 ORTHO HEIGHT -  1036.390 (meters)     3400.22  (feet) ADJUSTED
 NP0258  ______________________________________________________________________
 NP0258  GEOID HEIGHT    -        -17.783 (meters)                     GEOID18
 NP0258  DYNAMIC HEIGHT  -       1035.864 (meters)     3398.50  (feet) COMP
 NP0258  MODELED GRAVITY -    980,078.0   (mgal)                       NAVD 88
 NP0258
 NP0258  VERT ORDER      -  FIRST     CLASS II
 NP0258
 NP0258.The horizontal coordinates were scaled from a map and have
 NP0258.an estimated accuracy of +/- 6 seconds.
 NP0258
 NP0258.The orthometric height was determined by differential leveling and
 NP0258.adjusted by the NATIONAL GEODETIC SURVEY
 NP0258.in June 1991.
 NP0258
 NP0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0258.GEOID18 height accuracy estimate available here.
 NP0258
 NP0258.Click photographs - Photos may exist for this station.
 NP0258
 NP0258.The dynamic height is computed by dividing the NAVD 88
 NP0258.geopotential number by the normal gravity value computed on the
 NP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0258.degrees latitude (g = 980.6199 gals.).
 NP0258
 NP0258.The modeled gravity was interpolated from observed gravity values.
 NP0258
 NP0258;                    North         East    Units  Estimated Accuracy
 NP0258;SPC NE       -   333,310.      234,470.      MT  (+/- 180 meters Scaled)
 NP0258
 NP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH434390(NAD 83)
 NP0258
 NP0258                          SUPERSEDED SURVEY CONTROL
 NP0258
 NP0258  NGVD 29 (??/??/92) 1035.827  (m)         3398.38   (f) ADJ UNCH    1 2
 NP0258
 NP0258.Superseded values are not recommended for survey control.
 NP0258
 NP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0258.See file dsdata.pdf to determine how the superseded data were derived.
 NP0258
 NP0258_MARKER: DB = BENCH MARK DISK
 NP0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0258_STAMPING: B 348 1957
 NP0258_MARK LOGO: CGS
 NP0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0258+STABILITY: SURFACE MOTION
 NP0258
 NP0258  HISTORY     - Date     Condition        Report By
 NP0258  HISTORY     - 1957     MONUMENTED       CGS
 NP0258
 NP0258                          STATION DESCRIPTION
 NP0258
 NP0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0258'0.8 MI NE FROM WHITNEY.
 NP0258'ABOUT 0.8 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0258'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 32, T. 33 N.,
 NP0258'R. 50 W., 7 FEET SOUTHEAST OF MILEPOST 421, 46 FEET SOUTHEAST
 NP0258'OF THE SOUTHEAST RAIL, 87 FEET NORTHWEST OF THE CENTER LINE
 NP0258'OF U.S. HIGHWAY 20, 140 FEET SOUTHWEST OF A SWITCH STAND,
 NP0258'195 FEET EAST OF THE CENTER OF THE CROSSING OF THE MAIN TRACK
 NP0258'AND A NORTH-SOUTH ROAD, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN
 NP0258'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK AND IN THE TOP OF A
 NP0258'CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0248 ***********************************************************************
 NP0248  DESIGNATION -  B 349
 NP0248  PID         -  NP0248
 NP0248  STATE/COUNTY-  NE/DAWES
 NP0248  COUNTRY     -  US
 NP0248  USGS QUAD   -  CHADRON WEST (2017)
 NP0248
 NP0248                         *CURRENT SURVEY CONTROL
 NP0248  ______________________________________________________________________
 NP0248* NAD 83(1986) POSITION- 42 49 45.     (N) 103 05 49.     (W)   SCALED
 NP0248* NAVD 88 ORTHO HEIGHT -  1006.684 (meters)     3302.76  (feet) ADJUSTED
 NP0248  ______________________________________________________________________
 NP0248  GEOID HEIGHT    -        -17.949 (meters)                     GEOID18
 NP0248  DYNAMIC HEIGHT  -       1006.183 (meters)     3301.12  (feet) COMP
 NP0248  MODELED GRAVITY -    980,089.4   (mgal)                       NAVD 88
 NP0248
 NP0248  VERT ORDER      -  FIRST     CLASS II
 NP0248
 NP0248.This mark is at Chadron Municipal Airport (CDR)
 NP0248
 NP0248.The horizontal coordinates were scaled from a map and have
 NP0248.an estimated accuracy of +/- 6 seconds.
 NP0248
 NP0248.The orthometric height was determined by differential leveling and
 NP0248.adjusted by the NATIONAL GEODETIC SURVEY
 NP0248.in June 1991.
 NP0248
 NP0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0248.GEOID18 height accuracy estimate available here.
 NP0248
 NP0248.Click photographs - Photos may exist for this station.
 NP0248
 NP0248.The dynamic height is computed by dividing the NAVD 88
 NP0248.geopotential number by the normal gravity value computed on the
 NP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0248.degrees latitude (g = 980.6199 gals.).
 NP0248
 NP0248.The modeled gravity was interpolated from observed gravity values.
 NP0248
 NP0248;                    North         East    Units  Estimated Accuracy
 NP0248;SPC NE       -   337,180.      246,850.      MT  (+/- 180 meters Scaled)
 NP0248
 NP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH555436(NAD 83)
 NP0248
 NP0248                          SUPERSEDED SURVEY CONTROL
 NP0248
 NP0248  NGVD 29 (??/??/92) 1006.135  (m)         3300.96   (f) ADJ UNCH    1 2
 NP0248
 NP0248.Superseded values are not recommended for survey control.
 NP0248
 NP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0248.See file dsdata.pdf to determine how the superseded data were derived.
 NP0248
 NP0248_MARKER: DB = BENCH MARK DISK
 NP0248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NP0248_SP_SET: HANGAR DOOR
 NP0248_STAMPING: B 349 1957
 NP0248_MARK LOGO: CGS
 NP0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0248
 NP0248  HISTORY     - Date     Condition        Report By
 NP0248  HISTORY     - 1957     MONUMENTED       CGS
 NP0248  HISTORY     - 1969     GOOD             CGS
 NP0248  HISTORY     - 1977     GOOD             NGS
 NP0248
 NP0248                          STATION DESCRIPTION
 NP0248
 NP0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0248'5.1 MI W FROM CHADRON.
 NP0248'ABOUT 5.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0248'AT CHADRON, IN SECTION 16, T. 33 N., R. 49 W., AT CHADRON
 NP0248'AIRPORT, 10 FEET NORTH OF THE SOUTHWEST CORNER OF THE BRICK
 NP0248'HANGAR, 1 1/2 FEET WEST OF THE WEST FACE OF THE HANGAR, ABOUT
 NP0248'2 FEET LOWER THAN THE WINDOW SILL OF THE WEST WINDOW IN
 NP0248'WESTERN AIRLINES OFFICE AND IN THE TOP OF THE CONCRETE TRACK
 NP0248'FOR HANGAR DOOR.
 NP0248
 NP0248                          STATION RECOVERY (1969)
 NP0248
 NP0248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NP0248'RECOVERED IN GOOD CONDITION.
 NP0248
 NP0248                          STATION RECOVERY (1977)
 NP0248
 NP0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0053 ***********************************************************************
 NP0053  DESIGNATION -  B 35
 NP0053  PID         -  NP0053
 NP0053  STATE/COUNTY-  NE/SHERIDAN
 NP0053  COUNTRY     -  US
 NP0053  USGS QUAD   -  GORDON NW (2017)
 NP0053
 NP0053                         *CURRENT SURVEY CONTROL
 NP0053  ______________________________________________________________________
 NP0053* NAD 83(1986) POSITION- 42 56 42.     (N) 102 13 17.     (W)   SCALED
 NP0053* NAVD 88 ORTHO HEIGHT -  1118.144 (meters)     3668.44  (feet) ADJUSTED
 NP0053  ______________________________________________________________________
 NP0053  GEOID HEIGHT    -        -18.395 (meters)                     GEOID18
 NP0053  DYNAMIC HEIGHT  -       1117.626 (meters)     3666.74  (feet) COMP
 NP0053  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 NP0053
 NP0053  VERT ORDER      -  SECOND    CLASS 0
 NP0053
 NP0053.The horizontal coordinates were scaled from a map and have
 NP0053.an estimated accuracy of +/- 6 seconds.
 NP0053
 NP0053.The orthometric height was determined by differential leveling and
 NP0053.adjusted by the NATIONAL GEODETIC SURVEY
 NP0053.in June 1991.
 NP0053
 NP0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0053.GEOID18 height accuracy estimate available here.
 NP0053
 NP0053.Click photographs - Photos may exist for this station.
 NP0053
 NP0053.The dynamic height is computed by dividing the NAVD 88
 NP0053.geopotential number by the normal gravity value computed on the
 NP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0053.degrees latitude (g = 980.6199 gals.).
 NP0053
 NP0053.The modeled gravity was interpolated from observed gravity values.
 NP0053
 NP0053;                    North         East    Units  Estimated Accuracy
 NP0053;SPC NE       -   347,840.      318,730.      MT  (+/- 180 meters Scaled)
 NP0053
 NP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH266584(NAD 83)
 NP0053
 NP0053                          SUPERSEDED SURVEY CONTROL
 NP0053
 NP0053  NGVD 29 (??/??/92) 1117.637  (m)         3666.78   (f) ADJ UNCH    2 0
 NP0053
 NP0053.Superseded values are not recommended for survey control.
 NP0053
 NP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0053.See file dsdata.pdf to determine how the superseded data were derived.
 NP0053
 NP0053_MARKER: DB = BENCH MARK DISK
 NP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0053_STAMPING: B 35 1934
 NP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0053+STABILITY: SURFACE MOTION
 NP0053
 NP0053  HISTORY     - Date     Condition        Report By
 NP0053  HISTORY     - 1934     MONUMENTED       CGS
 NP0053  HISTORY     - 1941     POOR             CGS
 NP0053  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0053
 NP0053                          STATION DESCRIPTION
 NP0053
 NP0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NP0053'10.8 MI N FROM GORDON.
 NP0053'10.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0053'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 100
 NP0053'YARDS SOUTHEAST OF A HIGHWAY GUARDRAIL, AT THE INTERSECTION OF
 NP0053'A SECTION-LINE ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE
 NP0053'CROSS ROAD, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 NP0053'10 FEET SOUTH OF A FENCE CORNER, AND 2 FEET WEST OF THE FENCE.
 NP0053'A STANDARD DISK, STAMPED B 35 1934 AND SET IN THE TOP OF A
 NP0053'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NP0053
 NP0053                          STATION RECOVERY (1969)
 NP0053
 NP0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0319 ***********************************************************************
 NO0319  DESIGNATION -  B 350
 NO0319  PID         -  NO0319
 NO0319  STATE/COUNTY-  NE/CHERRY
 NO0319  COUNTRY     -  US
 NO0319  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0319
 NO0319                         *CURRENT SURVEY CONTROL
 NO0319  ______________________________________________________________________
 NO0319* NAD 83(1986) POSITION- 42 55 32.     (N) 101 45 29.     (W)   SCALED
 NO0319* NAVD 88 ORTHO HEIGHT -  1007.070 (meters)     3304.03  (feet) ADJUSTED
 NO0319  ______________________________________________________________________
 NO0319  GEOID HEIGHT    -        -19.257 (meters)                     GEOID18
 NO0319  DYNAMIC HEIGHT  -       1006.623 (meters)     3302.56  (feet) COMP
 NO0319  MODELED GRAVITY -    980,142.8   (mgal)                       NAVD 88
 NO0319
 NO0319  VERT ORDER      -  FIRST     CLASS II
 NO0319
 NO0319.The horizontal coordinates were scaled from a map and have
 NO0319.an estimated accuracy of +/- 6 seconds.
 NO0319
 NO0319.The orthometric height was determined by differential leveling and
 NO0319.adjusted by the NATIONAL GEODETIC SURVEY
 NO0319.in June 1991.
 NO0319
 NO0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0319.GEOID18 height accuracy estimate available here.
 NO0319
 NO0319.Click photographs - Photos may exist for this station.
 NO0319
 NO0319.The dynamic height is computed by dividing the NAVD 88
 NO0319.geopotential number by the normal gravity value computed on the
 NO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0319.degrees latitude (g = 980.6199 gals.).
 NO0319
 NO0319.The modeled gravity was interpolated from observed gravity values.
 NO0319
 NO0319;                    North         East    Units  Estimated Accuracy
 NO0319;SPC NE       -   344,810.      356,490.      MT  (+/- 180 meters Scaled)
 NO0319
 NO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN749562(NAD 83)
 NO0319
 NO0319                          SUPERSEDED SURVEY CONTROL
 NO0319
 NO0319  NGVD 29 (??/??/92) 1006.639  (m)         3302.61   (f) ADJ UNCH    1 2
 NO0319
 NO0319.Superseded values are not recommended for survey control.
 NO0319
 NO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0319.See file dsdata.pdf to determine how the superseded data were derived.
 NO0319
 NO0319_MARKER: DB = BENCH MARK DISK
 NO0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0319_STAMPING: B 350 1957
 NO0319_MARK LOGO: CGS
 NO0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0319+STABILITY: SURFACE MOTION
 NO0319
 NO0319  HISTORY     - Date     Condition        Report By
 NO0319  HISTORY     - 1957     MONUMENTED       CGS
 NO0319
 NO0319                          STATION DESCRIPTION
 NO0319
 NO0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0319'2.8 MI W FROM MERRIMAN.
 NO0319'ABOUT 2.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0319'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0319'14., 0.2 MILE EAST OF A SMALL HIGHWAY BRIDGE, 0.1 MILE EAST OF
 NO0319'A RAILROAD TRESTLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1 1/2
 NO0319'TELEPHONE POLES EAST OF THE CREST OF A SMALL SANDY KNOLL, 14 FEET
 NO0319'WEST OF MILEPOST 335, 41 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0319'HIGHWAY 20, 39 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET EAST OF
 NO0319'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NO0319'WHICH PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0008 ***********************************************************************
 NP0008  DESIGNATION -  B 351
 NP0008  PID         -  NP0008
 NP0008  STATE/COUNTY-  NE/SHERIDAN
 NP0008  COUNTRY     -  US
 NP0008  USGS QUAD   -  GORDON SE (2017)
 NP0008
 NP0008                         *CURRENT SURVEY CONTROL
 NP0008  ______________________________________________________________________
 NP0008* NAD 83(1986) POSITION- 42 50 04.     (N) 102 06 18.     (W)   SCALED
 NP0008* NAVD 88 ORTHO HEIGHT -  1086.990 (meters)     3566.23  (feet) ADJUSTED
 NP0008  ______________________________________________________________________
 NP0008  GEOID HEIGHT    -        -18.609 (meters)                     GEOID18
 NP0008  DYNAMIC HEIGHT  -       1086.475 (meters)     3564.54  (feet) COMP
 NP0008  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 NP0008
 NP0008  VERT ORDER      -  FIRST     CLASS II
 NP0008
 NP0008.The horizontal coordinates were scaled from a map and have
 NP0008.an estimated accuracy of +/- 6 seconds.
 NP0008
 NP0008.The orthometric height was determined by differential leveling and
 NP0008.adjusted by the NATIONAL GEODETIC SURVEY
 NP0008.in June 1991.
 NP0008
 NP0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0008.GEOID18 height accuracy estimate available here.
 NP0008
 NP0008.Click photographs - Photos may exist for this station.
 NP0008
 NP0008.The dynamic height is computed by dividing the NAVD 88
 NP0008.geopotential number by the normal gravity value computed on the
 NP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0008.degrees latitude (g = 980.6199 gals.).
 NP0008
 NP0008.The modeled gravity was interpolated from observed gravity values.
 NP0008
 NP0008;                    North         East    Units  Estimated Accuracy
 NP0008;SPC NE       -   335,330.      327,930.      MT  (+/- 180 meters Scaled)
 NP0008
 NP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH366464(NAD 83)
 NP0008
 NP0008                          SUPERSEDED SURVEY CONTROL
 NP0008
 NP0008  NGVD 29 (??/??/92) 1086.510  (m)         3564.66   (f) ADJ UNCH    1 2
 NP0008
 NP0008.Superseded values are not recommended for survey control.
 NP0008
 NP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0008.See file dsdata.pdf to determine how the superseded data were derived.
 NP0008
 NP0008_MARKER: DB = BENCH MARK DISK
 NP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0008_STAMPING: B 351 1957
 NP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0008+STABILITY: SURFACE MOTION
 NP0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0008+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2007
 NP0008
 NP0008  HISTORY     - Date     Condition        Report By
 NP0008  HISTORY     - 1957     MONUMENTED       CGS
 NP0008  HISTORY     - 20070623 GOOD             INDIV
 NP0008
 NP0008                          STATION DESCRIPTION
 NP0008
 NP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0008'5.1 MI NE FROM GORDON.
 NP0008'ABOUT 5.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0008'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., SECTION
 NP0008'14., AT A ROAD CROSSING, 0.4 MILES SOUTHWEST OF MILEPOST 354,
 NP0008'108 FEET WEST-NORTHWEST OF THE CENTER LINE OF A ROAD CROSSING,
 NP0008'104 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 73 FEET
 NP0008'SOUTHWEST OF A POWER POLE, 85 FEET NORTHWEST OF THE NORTHWEST
 NP0008'RAIL, 2 FEET SOUTH EAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST
 NP0008'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 NP0008'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 NP0008
 NP0008                          STATION RECOVERY (2007)
 NP0008
 NP0008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 NP0008'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0042 ***********************************************************************
 NP0042  DESIGNATION -  B 352
 NP0042  PID         -  NP0042
 NP0042  STATE/COUNTY-  NE/SHERIDAN
 NP0042  COUNTRY     -  US
 NP0042  USGS QUAD   -  RUSHVILLE (2017)
 NP0042
 NP0042                         *CURRENT SURVEY CONTROL
 NP0042  ______________________________________________________________________
 NP0042* NAD 83(1986) POSITION- 42 43 23.05   (N) 102 26 23.88   (W)   HD_HELD1
 NP0042* NAVD 88 ORTHO HEIGHT -  1142.168 (meters)     3747.26  (feet) ADJUSTED
 NP0042  ______________________________________________________________________
 NP0042  GEOID HEIGHT    -        -18.179 (meters)                     GEOID18
 NP0042  DYNAMIC HEIGHT  -       1141.592 (meters)     3745.37  (feet) COMP
 NP0042  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 NP0042
 NP0042  VERT ORDER      -  FIRST     CLASS II
 NP0042
 NP0042.The horizontal coordinates were determined by differentially corrected
 NP0042.hand held GPS observations or other comparable positioning techniques
 NP0042.and have an estimated accuracy of +/- 3 meters.
 NP0042
 NP0042.The orthometric height was determined by differential leveling and
 NP0042.adjusted by the NATIONAL GEODETIC SURVEY
 NP0042.in June 1991.
 NP0042
 NP0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0042.GEOID18 height accuracy estimate available here.
 NP0042
 NP0042.Click photographs - Photos may exist for this station.
 NP0042
 NP0042.The dynamic height is computed by dividing the NAVD 88
 NP0042.geopotential number by the normal gravity value computed on the
 NP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0042.degrees latitude (g = 980.6199 gals.).
 NP0042
 NP0042.The modeled gravity was interpolated from observed gravity values.
 NP0042
 NP0042;                    North         East    Units  Estimated Accuracy
 NP0042;SPC NE       -   323,678.3     300,201.1     MT  (+/- 3 meters HH1 GPS) 
 NP0042
 NP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0960433240(NAD 83)
 NP0042
 NP0042                          SUPERSEDED SURVEY CONTROL
 NP0042
 NP0042  NGVD 29 (??/??/92) 1141.644  (m)         3745.54   (f) ADJ UNCH    1 2
 NP0042
 NP0042.Superseded values are not recommended for survey control.
 NP0042
 NP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0042.See file dsdata.pdf to determine how the superseded data were derived.
 NP0042
 NP0042_MARKER: DB = BENCH MARK DISK
 NP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0042_STAMPING: B 352 1957
 NP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0042+STABILITY: SURFACE MOTION
 NP0042
 NP0042  HISTORY     - Date     Condition        Report By
 NP0042  HISTORY     - 1957     MONUMENTED       CGS
 NP0042  HISTORY     - 1982     GOOD             LOCSUR
 NP0042
 NP0042                          STATION DESCRIPTION
 NP0042
 NP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0042'1.2 MI NE FROM RUSHVILLE.
 NP0042'ABOUT 1.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0042'RAILWAY FROM THE STATION AT RUSHVILLE, 252 FEET SOUTHWEST OF
 NP0042'THE CENTER LINE OF A ROAD CROSSING, 235 FEET SOUTHWEST OF A
 NP0042'SECTION LINE ROAD, 155 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 NP0042'HIGHWAY 20, 70 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 NP0042'52 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN T. 32 N., R. 44
 NP0042'W., SECTION 27., 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 NP0042'POST, ABOUT 3 FEET BELOW THE TOP OF THE RAILS, AND IN THE TOP
 NP0042'OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
 NP0042
 NP0042                          STATION RECOVERY (1982)
 NP0042
 NP0042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0308 ***********************************************************************
 NO0308  DESIGNATION -  B 353
 NO0308  PID         -  NO0308
 NO0308  STATE/COUNTY-  NE/CHERRY
 NO0308  COUNTRY     -  US
 NO0308  USGS QUAD   -  MERRIMAN NE (2017)
 NO0308
 NO0308                         *CURRENT SURVEY CONTROL
 NO0308  ______________________________________________________________________
 NO0308* NAD 83(1986) POSITION- 42 55 55.     (N) 101 37 17.     (W)   SCALED
 NO0308* NAVD 88 ORTHO HEIGHT -   980.077 (meters)     3215.47  (feet) ADJUSTED
 NO0308  ______________________________________________________________________
 NO0308  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 NO0308  DYNAMIC HEIGHT  -        979.657 (meters)     3214.09  (feet) COMP
 NO0308  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 NO0308
 NO0308  VERT ORDER      -  FIRST     CLASS II
 NO0308
 NO0308.The horizontal coordinates were scaled from a map and have
 NO0308.an estimated accuracy of +/- 6 seconds.
 NO0308
 NO0308.The orthometric height was determined by differential leveling and
 NO0308.adjusted by the NATIONAL GEODETIC SURVEY
 NO0308.in June 1991.
 NO0308
 NO0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0308.GEOID18 height accuracy estimate available here.
 NO0308
 NO0308.Click photographs - Photos may exist for this station.
 NO0308
 NO0308.The dynamic height is computed by dividing the NAVD 88
 NO0308.geopotential number by the normal gravity value computed on the
 NO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0308.degrees latitude (g = 980.6199 gals.).
 NO0308
 NO0308.The modeled gravity was interpolated from observed gravity values.
 NO0308
 NO0308;                    North         East    Units  Estimated Accuracy
 NO0308;SPC NE       -   345,300.      367,660.      MT  (+/- 180 meters Scaled)
 NO0308
 NO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN860565(NAD 83)
 NO0308
 NO0308                          SUPERSEDED SURVEY CONTROL
 NO0308
 NO0308  NGVD 29 (??/??/92)  979.673  (m)         3214.14   (f) ADJ UNCH    1 2
 NO0308
 NO0308.Superseded values are not recommended for survey control.
 NO0308
 NO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0308.See file dsdata.pdf to determine how the superseded data were derived.
 NO0308
 NO0308_MARKER: DB = BENCH MARK DISK
 NO0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0308_STAMPING: B 353 1957
 NO0308_MARK LOGO: CGS
 NO0308_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0308
 NO0308  HISTORY     - Date     Condition        Report By
 NO0308  HISTORY     - 1957     MONUMENTED       CGS
 NO0308
 NO0308                          STATION DESCRIPTION
 NO0308
 NO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0308'4.2 MI E FROM MERRIMAN.
 NO0308'ABOUT 4.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0308'FROM THE STATION AT MERRIMAN, IN SECTION 12, T. 34 N., R. 37 W.,
 NO0308'28 FEET EAST OF THE 4TH POLE EAST OF MILEPOST 328, 40 FEET SOUTH
 NO0308'OF THE SOUTH RAIL, 182 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NO0308'ROAD, 189 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING, 11
 NO0308'FEET NORTH OF THE FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 NO0308'WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK, A DISK ON THE TOP
 NO0308'OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0487 ***********************************************************************
 NP0487  DESIGNATION -  B 354
 NP0487  PID         -  NP0487
 NP0487  STATE/COUNTY-  NE/SIOUX
 NP0487  COUNTRY     -  US
 NP0487  USGS QUAD   -  MONTROSE (2017)
 NP0487
 NP0487                         *CURRENT SURVEY CONTROL
 NP0487  ______________________________________________________________________
 NP0487* NAD 83(1986) POSITION- 42 59 27.     (N) 103 38 33.     (W)   SCALED
 NP0487* NAVD 88 ORTHO HEIGHT -  1094.181 (meters)     3589.83  (feet) ADJUSTED
 NP0487  ______________________________________________________________________
 NP0487  GEOID HEIGHT    -        -16.115 (meters)                     GEOID18
 NP0487  DYNAMIC HEIGHT  -       1093.673 (meters)     3588.16  (feet) COMP
 NP0487  MODELED GRAVITY -    980,118.5   (mgal)                       NAVD 88
 NP0487
 NP0487  VERT ORDER      -  FIRST     CLASS II
 NP0487
 NP0487.The horizontal coordinates were scaled from a map and have
 NP0487.an estimated accuracy of +/- 6 seconds.
 NP0487
 NP0487.The orthometric height was determined by differential leveling and
 NP0487.adjusted by the NATIONAL GEODETIC SURVEY
 NP0487.in June 1991.
 NP0487
 NP0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0487.GEOID18 height accuracy estimate available here.
 NP0487
 NP0487.Click photographs - Photos may exist for this station.
 NP0487
 NP0487.The dynamic height is computed by dividing the NAVD 88
 NP0487.geopotential number by the normal gravity value computed on the
 NP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0487.degrees latitude (g = 980.6199 gals.).
 NP0487
 NP0487.The modeled gravity was interpolated from observed gravity values.
 NP0487
 NP0487;                    North         East    Units  Estimated Accuracy
 NP0487;SPC NE       -   356,860.      203,030.      MT  (+/- 180 meters Scaled)
 NP0487
 NP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH106606(NAD 83)
 NP0487
 NP0487                          SUPERSEDED SURVEY CONTROL
 NP0487
 NP0487  NGVD 29 (??/??/92) 1093.631  (m)         3588.02   (f) ADJ UNCH    1 2
 NP0487
 NP0487.Superseded values are not recommended for survey control.
 NP0487
 NP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0487.See file dsdata.pdf to determine how the superseded data were derived.
 NP0487
 NP0487_MARKER: DB = BENCH MARK DISK
 NP0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0487_SP_SET: CULVERT HEADWALL
 NP0487_STAMPING: B 354 1957
 NP0487_MARK LOGO: CGS
 NP0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0487+STABILITY: SURFACE MOTION
 NP0487
 NP0487  HISTORY     - Date     Condition        Report By
 NP0487  HISTORY     - 1957     MONUMENTED       CGS
 NP0487  HISTORY     - 1985     GOOD             NGS
 NP0487
 NP0487                          STATION DESCRIPTION
 NP0487
 NP0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0487'25.2 MI NW FROM CRAWFORD.
 NP0487'ABOUT 25.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0487'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 23,
 NP0487'T. 35 N., R. 54 W., 1 1/2 POLE NORTHWEST OF MILEPOST 448, 10 1/2
 NP0487'RAILS NORTHWEST OF THE CENTER OF A ROAD CROSSING, 8 1/2 FEET
 NP0487'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT LOWER THAN THE RAIL
 NP0487'AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL
 NP0487'OF A 5 X 6-FOOT CONCRETE CULVERT.
 NP0487
 NP0487                          STATION RECOVERY (1985)
 NP0487
 NP0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0487'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0487'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0487'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0487'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0487'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0487'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 35.1
 NP0487'KM (21.75 MI) NORTH-NORTHWEST ALONG THE NORTHEAST SIDE OF THE TRACKS
 NP0487'TO A POINT WHERE THE ROAD TURNS NORTH, BETWEEN THE FIRST AND SECOND
 NP0487'POLE NORTHWEST OF MILEPOLE 448, IN TOP OF THE NORTHWEST END OF THE
 NP0487'SOUTHWEST HEADWALL OF A 5 BY 6 FOOT RAILROAD CULVERT, 2.6 METERS (8.5
 NP0487'FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 NP0487'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0833 ***********************************************************************
 NN0833  DESIGNATION -  B 36 RESET
 NN0833  PID         -  NN0833
 NN0833  STATE/COUNTY-  NE/KEYA PAHA
 NN0833  COUNTRY     -  US
 NN0833  USGS QUAD   -  SPRINGVIEW (2017)
 NN0833
 NN0833                         *CURRENT SURVEY CONTROL
 NN0833  ______________________________________________________________________
 NN0833* NAD 83(1986) POSITION- 42 47 44.     (N) 099 39 01.     (W)   SCALED
 NN0833* NAVD 88 ORTHO HEIGHT -   737.91  (meters)     2421.0   (feet) RESET
 NN0833  ______________________________________________________________________
 NN0833  GEOID HEIGHT    -        -23.684 (meters)                     GEOID18
 NN0833  VERT ORDER      -  THIRD
 NN0833
 NN0833.The horizontal coordinates were scaled from a map and have
 NN0833.an estimated accuracy of +/- 6 seconds.
 NN0833
 NN0833.The orthometric height was computed from unverified reset data.
 NN0833
 NN0833.No vertical observational check was made to the station.
 NN0833
 NN0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0833.GEOID18 height accuracy estimate available here.
 NN0833
 NN0833.Click photographs - Photos may exist for this station.
 NN0833
 NN0833;                    North         East    Units  Estimated Accuracy
 NN0833;SPC NE       -   328,970.      528,610.      MT  (+/- 180 meters Scaled)
 NN0833
 NN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN468383(NAD 83)
 NN0833
 NN0833                          SUPERSEDED SURVEY CONTROL
 NN0833
 NN0833  NGVD 29 (01/31/13)  737.63   (m)         2420.0    (f) RESET       3  
 NN0833
 NN0833.Superseded values are not recommended for survey control.
 NN0833
 NN0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0833.See file dsdata.pdf to determine how the superseded data were derived.
 NN0833
 NN0833_MARKER: DV = VERTICAL CONTROL DISK
 NN0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0833_STAMPING: B 36 RESET 1990
 NN0833_MARK LOGO: NGS
 NN0833_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NN0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0833+STABILITY: SURFACE MOTION
 NN0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0833+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NN0833
 NN0833  HISTORY     - Date     Condition        Report By
 NN0833  HISTORY     - 1990     MONUMENTED       NEDR
 NN0833
 NN0833                          STATION DESCRIPTION
 NN0833
 NN0833'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 NN0833'ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST FROM SPRINGVIEW, 5 MI (8.0 KM)
 NN0833'EAST FROM THE JUNCTION OF STATE HIGHWAY 7 WITH U.S. HIGHWAY 183, ON
 NN0833'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 7 AND IN SEC 26, T33N, R20W.
 NN0833'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 12 WITH U.S.
 NN0833'HIGHWAY 183, IN SPRINGVIEW, GO SOUTH ON HIGHWAY 183 FOR 2.0 MI (3.2
 NN0833'KM) TO STATE HIGHWAY 7.  TURN LEFT AND GO EAST ON HIGHWAY 7 FOR 5.1
 NN0833'MI (8.2 KM) TO THE BENCH MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF
 NN0833'A CROSSROAD, IN THE TOP OF A ROUND CONCRETE MONUMENT, THAT IS FLUSH
 NN0833'WITH THE GROUND SURFACE.  IT IS 89.0 FT (27.1 M) NORTH FROM THE
 NN0833'CENTERLINE OF THE HIGHWAY, 85.0 FT (25.9 M) EAST FROM THE CENTERLINE
 NN0833'OF THE COUNTY ROAD, 66.2 FT (20.2 M) EAST-NORTHEAST FROM THE CENTER
 NN0833'OF THE EAST END OF A CORRUGATED METAL CULVERT, 4.1 FT (1.2 M)
 NN0833'EAST-SOUTHEAST FROM A FENCE CORNER POST AND 1.2 FT (0.4 M) SOUTH FROM
 NN0833'A WITNESS POST AND A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0472 ***********************************************************************
 MK0472  DESIGNATION -  B 360
 MK0472  PID         -  MK0472
 MK0472  STATE/COUNTY-  NE/WASHINGTON
 MK0472  COUNTRY     -  US
 MK0472  USGS QUAD   -  ARLINGTON (2017)
 MK0472
 MK0472                         *CURRENT SURVEY CONTROL
 MK0472  ______________________________________________________________________
 MK0472* NAD 83(1986) POSITION- 41 28 48.     (N) 096 18 36.     (W)   SCALED
 MK0472* NAVD 88 ORTHO HEIGHT -   394.555 (meters)     1294.47  (feet) ADJUSTED
 MK0472  ______________________________________________________________________
 MK0472  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 MK0472  DYNAMIC HEIGHT  -        394.373 (meters)     1293.87  (feet) COMP
 MK0472  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 MK0472
 MK0472  VERT ORDER      -  SECOND    CLASS 0
 MK0472
 MK0472.The horizontal coordinates were scaled from a map and have
 MK0472.an estimated accuracy of +/- 6 seconds.
 MK0472
 MK0472.The orthometric height was determined by differential leveling and
 MK0472.adjusted by the NATIONAL GEODETIC SURVEY
 MK0472.in June 1991.
 MK0472
 MK0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0472.GEOID18 height accuracy estimate available here.
 MK0472
 MK0472.Click photographs - Photos may exist for this station.
 MK0472
 MK0472.The dynamic height is computed by dividing the NAVD 88
 MK0472.geopotential number by the normal gravity value computed on the
 MK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0472.degrees latitude (g = 980.6199 gals.).
 MK0472
 MK0472.The modeled gravity was interpolated from observed gravity values.
 MK0472
 MK0472;                    North         East    Units  Estimated Accuracy
 MK0472;SPC NE       -   189,400.      808,000.      MT  (+/- 180 meters Scaled)
 MK0472
 MK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL245955(NAD 83)
 MK0472
 MK0472                          SUPERSEDED SURVEY CONTROL
 MK0472
 MK0472  NGVD 29 (??/??/92)  394.408  (m)         1293.99   (f) ADJ UNCH    2 0
 MK0472
 MK0472.Superseded values are not recommended for survey control.
 MK0472
 MK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0472.See file dsdata.pdf to determine how the superseded data were derived.
 MK0472
 MK0472_MARKER: DB = BENCH MARK DISK
 MK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0472_STAMPING: B 360 1959
 MK0472_MARK LOGO: CGS
 MK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0472+STABILITY: SURFACE MOTION
 MK0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0472+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 MK0472
 MK0472  HISTORY     - Date     Condition        Report By
 MK0472  HISTORY     - 1959     MONUMENTED       CGS
 MK0472  HISTORY     - 1960     GOOD             CGS
 MK0472  HISTORY     - 20110809 GOOD             INDIV
 MK0472
 MK0472                          STATION DESCRIPTION
 MK0472
 MK0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0472'2.5 MI NE FROM ARLINGTON.
 MK0472'2.2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND
 MK0472'NORTH WESTERN RAILROAD STATION IN ARLINGTON, WASHINGTON COUNTY,
 MK0472'THENCE 1.9 MILES NORTH ON A GRAVELED ROAD IN THE SOUTHWEST
 MK0472'CORNER OF A ROAD INTERSECTION, 34 FEET WEST OF THE CENTER LINE
 MK0472'OF A NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER LINE OF AN
 MK0472'EAST-WEST ROAD, 4 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET
 MK0472'SOUTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED B
 MK0472'360 1959 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0472'2 INCHES ABOVE THE GROUND.
 MK0472
 MK0472                          STATION RECOVERY (2011)
 MK0472
 MK0472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JMB)
 MK0472'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0267 ***********************************************************************
 MN0267  DESIGNATION -  B 361
 MN0267  PID         -  MN0267
 MN0267  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0267  COUNTRY     -  US
 MN0267  USGS QUAD   -  MINATARE (2017)
 MN0267
 MN0267                         *CURRENT SURVEY CONTROL
 MN0267  ______________________________________________________________________
 MN0267* NAD 83(1986) POSITION- 41 52 12.     (N) 103 35 42.     (W)   SCALED
 MN0267* NAVD 88 ORTHO HEIGHT -  1203.449 (meters)     3948.32  (feet) ADJUSTED
 MN0267  ______________________________________________________________________
 MN0267  GEOID HEIGHT    -        -19.049 (meters)                     GEOID18
 MN0267  DYNAMIC HEIGHT  -       1202.674 (meters)     3945.77  (feet) COMP
 MN0267  MODELED GRAVITY -    979,937.2   (mgal)                       NAVD 88
 MN0267
 MN0267  VERT ORDER      -  SECOND    CLASS 0
 MN0267
 MN0267.This mark is at William B Heilig Fld Airport (BFF)
 MN0267
 MN0267.The horizontal coordinates were scaled from a map and have
 MN0267.an estimated accuracy of +/- 6 seconds.
 MN0267
 MN0267.The orthometric height was determined by differential leveling and
 MN0267.adjusted by the NATIONAL GEODETIC SURVEY
 MN0267.in June 1991.
 MN0267
 MN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0267.GEOID18 height accuracy estimate available here.
 MN0267
 MN0267.Click photographs - Photos may exist for this station.
 MN0267
 MN0267.The dynamic height is computed by dividing the NAVD 88
 MN0267.geopotential number by the normal gravity value computed on the
 MN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0267.degrees latitude (g = 980.6199 gals.).
 MN0267
 MN0267.The modeled gravity was interpolated from observed gravity values.
 MN0267
 MN0267;                    North         East    Units  Estimated Accuracy
 MN0267;SPC NE       -   232,330.      201,730.      MT  (+/- 180 meters Scaled)
 MN0267
 MN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG165362(NAD 83)
 MN0267
 MN0267                          SUPERSEDED SURVEY CONTROL
 MN0267
 MN0267  NGVD 29 (??/??/92) 1202.796  (m)         3946.17   (f) ADJ UNCH    2 0
 MN0267
 MN0267.Superseded values are not recommended for survey control.
 MN0267
 MN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0267.See file dsdata.pdf to determine how the superseded data were derived.
 MN0267
 MN0267_MARKER: DB = BENCH MARK DISK
 MN0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0267_SP_SET: FLOOR
 MN0267_STAMPING: B 361 1962
 MN0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0267
 MN0267  HISTORY     - Date     Condition        Report By
 MN0267  HISTORY     - 1962     MONUMENTED       CGS
 MN0267  HISTORY     - 1973     GOOD             NGS
 MN0267  HISTORY     - 1976     POOR             NGS
 MN0267
 MN0267                          STATION DESCRIPTION
 MN0267
 MN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0267'3 MI NE FROM SCOTTSBLUFF.
 MN0267'THE MARK IS LOCATED AT THE SCOTTSBLUFF MUNICIPAL AIRPORT, IN
 MN0267'THE FRONT OF THE MAIN HANGER, 1.3 FEET IN SIDE OF THE SLIDING
 MN0267'DOOR TRACK AND MIDWAY BETWEEN THE SIDES, SET IN THE FLOOR OF THE
 MN0267'HANGER.
 MN0267
 MN0267                          STATION RECOVERY (1973)
 MN0267
 MN0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MN0267'RECOVERED IN GOOD CONDITION.
 MN0267
 MN0267                          STATION RECOVERY (1976)
 MN0267
 MN0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MN0267'A NEW DESCRIPTION FOLLOWS-- THE MARK IS LOCATED AT THE SCOTTS BLUFF
 MN0267'COUNTY AIRPORT ABOUT 400 FEET NORTH OF THE NORTHEAST END OF THE
 MN0267'TERMINAL BUILDING. IT IS 5.2 FEET EAST OF THE CENTER OF THE EAST
 MN0267'SLIDING DOORS OF THE SOUTHWESTERN MOST HANGAR OWNED BY SCOTTSBLUFF
 MN0267'AVIATION (A LIGHT GREEN STEEL BUILDING). IT IS SET IN A DRILL HOLE IN
 MN0267'THE CONCRETE BETWEEN THE TRACKS FOR THE SLIDING DOORS AND TRACKS FOR
 MN0267'THE DOORS OF A BUILDING PREVIOUSLY ON THIS SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0396 ***********************************************************************
 LG0396  DESIGNATION -  B 361
 LG0396  PID         -  LG0396
 LG0396  STATE/COUNTY-  NE/LANCASTER
 LG0396  COUNTRY     -  US
 LG0396  USGS QUAD   -  EMERALD (2017)
 LG0396
 LG0396                         *CURRENT SURVEY CONTROL
 LG0396  ______________________________________________________________________
 LG0396* NAD 83(1986) POSITION- 40 50 35.     (N) 096 47 14.     (W)   SCALED
 LG0396* NAVD 88 ORTHO HEIGHT -   361.893 (meters)     1187.31  (feet) ADJUSTED
 LG0396  ______________________________________________________________________
 LG0396  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 LG0396  DYNAMIC HEIGHT  -        361.726 (meters)     1186.76  (feet) COMP
 LG0396  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 LG0396
 LG0396  VERT ORDER      -  SECOND    CLASS 0
 LG0396
 LG0396.The horizontal coordinates were scaled from a map and have
 LG0396.an estimated accuracy of +/- 6 seconds.
 LG0396
 LG0396.The orthometric height was determined by differential leveling and
 LG0396.adjusted by the NATIONAL GEODETIC SURVEY
 LG0396.in June 1991.
 LG0396
 LG0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0396.GEOID18 height accuracy estimate available here.
 LG0396
 LG0396.Click photographs - Photos may exist for this station.
 LG0396
 LG0396.The dynamic height is computed by dividing the NAVD 88
 LG0396.geopotential number by the normal gravity value computed on the
 LG0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0396.degrees latitude (g = 980.6199 gals.).
 LG0396
 LG0396.The modeled gravity was interpolated from observed gravity values.
 LG0396
 LG0396;                    North         East    Units  Estimated Accuracy
 LG0396;SPC NE       -   117,140.      770,810.      MT  (+/- 180 meters Scaled)
 LG0396
 LG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865236(NAD 83)
 LG0396
 LG0396                          SUPERSEDED SURVEY CONTROL
 LG0396
 LG0396  NGVD 29 (??/??/92)  361.755  (m)         1186.86   (f) ADJ UNCH    2 0
 LG0396
 LG0396.Superseded values are not recommended for survey control.
 LG0396
 LG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0396.See file dsdata.pdf to determine how the superseded data were derived.
 LG0396
 LG0396_MARKER: DB = BENCH MARK DISK
 LG0396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0396_SP_SET: PAD
 LG0396_STAMPING: B 361 1959
 LG0396_MARK LOGO: CGS
 LG0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0396+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 LG0396
 LG0396  HISTORY     - Date     Condition        Report By
 LG0396  HISTORY     - 1959     MONUMENTED       CGS
 LG0396  HISTORY     - 1966     GOOD             CGS
 LG0396  HISTORY     - 1976     POOR             NGS
 LG0396  HISTORY     - 19870310 MARK NOT FOUND   NGS
 LG0396  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0396
 LG0396                          STATION DESCRIPTION
 LG0396
 LG0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0396'6 MI NW FROM LINCOLN.
 LG0396'MARK IS LOCATED ON AIR BASE ROAD ON THE WEST SIDE OF THE LINCOLN
 LG0396'AFB PROPERTY.  FROM THE INTERSECTION OF 9TH. ST. AND U.S. HIGHWAY
 LG0396'6 CITY ROUTE (0 ST.) PROCEED WEST ON HIGHWAY 6 FOR 4.05 MILES TO THE
 LG0396'INTERSECTION OF THE HIGHWAY AND AIR BASE ROAD (BAKER AVE.).
 LG0396'TURN NORTH FOR 2.0 MILES.  MARK IS 48.5 FT. EAST OF THE CENTERLINE
 LG0396'OF BAKER AVE., 100.6 FT. NORTHEAST OF THE INTERSECTION OF BAKER
 LG0396'AVE. AND A GRADED ROAD, SET IN THE NORTHWEST CORNER OF A 16 X 26
 LG0396'FT. CONCRETE PAD PROJECTING 4 IN. ABOVE THE GROUND.  A STANDARD
 LG0396'BRONZE DISK STAMPED B 361 1959.
 LG0396
 LG0396                          STATION RECOVERY (1966)
 LG0396
 LG0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG0396'RECOVERED IN GOOD CONDITION.
 LG0396
 LG0396                          STATION RECOVERY (1976)
 LG0396
 LG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG0396'DESCRIPTION ADEQUATE FOR RECOVERY, EXCEPT BAKER AVE IS NOW NW 48TH
 LG0396'ST. AND THE GRADED ROAD IS NOW W. ADAMS ST. THE CONCRETE PAD IS BADLY
 LG0396'BROKEN AND THE MARK MAY BE LOST IN THE NEAR FUTURE.
 LG0396
 LG0396                          STATION RECOVERY (1987)
 LG0396
 LG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0396'MARK NOT FOUND.
 LG0396
 LG0396                          STATION RECOVERY (1990)
 LG0396
 LG0396'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0514 ***********************************************************************
 LG0514  DESIGNATION -  B 363
 LG0514  PID         -  LG0514
 LG0514  STATE/COUNTY-  NE/SEWARD
 LG0514  COUNTRY     -  US
 LG0514  USGS QUAD   -  STAPLEHURST (2017)
 LG0514
 LG0514                         *CURRENT SURVEY CONTROL
 LG0514  ______________________________________________________________________
 LG0514* NAD 83(1986) POSITION- 40 54 06.     (N) 097 08 21.     (W)   SCALED
 LG0514* NAVD 88 ORTHO HEIGHT -   444.330 (meters)     1457.77  (feet) ADJUSTED
 LG0514  ______________________________________________________________________
 LG0514  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 LG0514  DYNAMIC HEIGHT  -        444.097 (meters)     1457.01  (feet) COMP
 LG0514  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 LG0514
 LG0514  VERT ORDER      -  SECOND    CLASS 0
 LG0514
 LG0514.The horizontal coordinates were scaled from a map and have
 LG0514.an estimated accuracy of +/- 6 seconds.
 LG0514
 LG0514.The orthometric height was determined by differential leveling and
 LG0514.adjusted by the NATIONAL GEODETIC SURVEY
 LG0514.in June 1991.
 LG0514
 LG0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0514.GEOID18 height accuracy estimate available here.
 LG0514
 LG0514.Click photographs - Photos may exist for this station.
 LG0514
 LG0514.The dynamic height is computed by dividing the NAVD 88
 LG0514.geopotential number by the normal gravity value computed on the
 LG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0514.degrees latitude (g = 980.6199 gals.).
 LG0514
 LG0514.The modeled gravity was interpolated from observed gravity values.
 LG0514
 LG0514;                    North         East    Units  Estimated Accuracy
 LG0514;SPC NE       -   122,600.      740,940.      MT  (+/- 180 meters Scaled)
 LG0514
 LG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567295(NAD 83)
 LG0514
 LG0514                          SUPERSEDED SURVEY CONTROL
 LG0514
 LG0514  NGVD 29 (??/??/92)  444.152  (m)         1457.19   (f) ADJ UNCH    2 0
 LG0514
 LG0514.Superseded values are not recommended for survey control.
 LG0514
 LG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0514.See file dsdata.pdf to determine how the superseded data were derived.
 LG0514
 LG0514_MARKER: DB = BENCH MARK DISK
 LG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0514_STAMPING: B 363 1961
 LG0514_MARK LOGO: CGS
 LG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0514+STABILITY: SURFACE MOTION
 LG0514
 LG0514  HISTORY     - Date     Condition        Report By
 LG0514  HISTORY     - 1961     MONUMENTED       CGS
 LG0514  HISTORY     - 1975     GOOD             NGS
 LG0514  HISTORY     - 20200402 MARK NOT FOUND   NEGS
 LG0514
 LG0514                          STATION DESCRIPTION
 LG0514
 LG0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0514'2.2 MI NW FROM SEWARD.
 LG0514'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0514'FROM THE STATION AT SEWARD, THENCE 1.7 MILES WEST ALONG U.S.
 LG0514'HIGHWAY 34 AND STATE HIGHWAY 2, 36.6 FEET EAST OF THE CENTER
 LG0514'OF A GRAVEL ROAD, 2.4 FEET SOUTHWEST OF A POWER POLE WITH ONE
 LG0514'GUY WIRE, 2 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 LG0514'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 LG0514'GROUND AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LG0514
 LG0514                          STATION RECOVERY (1975)
 LG0514
 LG0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0514'RECOVERED IN GOOD CONDITION.
 LG0514
 LG0514                          STATION RECOVERY (2020)
 LG0514
 LG0514'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0514'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0515 ***********************************************************************
 LG0515  DESIGNATION -  B 363 RESET
 LG0515  PID         -  LG0515
 LG0515  STATE/COUNTY-  NE/SEWARD
 LG0515  COUNTRY     -  US
 LG0515  USGS QUAD   -  STAPLEHURST (2017)
 LG0515
 LG0515                         *CURRENT SURVEY CONTROL
 LG0515  ______________________________________________________________________
 LG0515* NAD 83(1986) POSITION- 40 54 06.     (N) 097 08 20.     (W)   SCALED
 LG0515* NAVD 88 ORTHO HEIGHT -   443.92  (meters)     1456.4   (feet) RESET
 LG0515  ______________________________________________________________________
 LG0515  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 LG0515  VERT ORDER      -  THIRD
 LG0515
 LG0515.The horizontal coordinates were scaled from a map and have
 LG0515.an estimated accuracy of +/- 6 seconds.
 LG0515
 LG0515.The orthometric height was computed from unverified reset data.
 LG0515
 LG0515.No vertical observational check was made to the station.
 LG0515
 LG0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0515.GEOID18 height accuracy estimate available here.
 LG0515
 LG0515.Click photographs - Photos may exist for this station.
 LG0515
 LG0515;                    North         East    Units  Estimated Accuracy
 LG0515;SPC NE       -   122,600.      740,970.      MT  (+/- 180 meters Scaled)
 LG0515
 LG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567295(NAD 83)
 LG0515
 LG0515                          SUPERSEDED SURVEY CONTROL
 LG0515
 LG0515  NGVD 29 (01/31/13)  443.74   (m)         1455.8    (f) RESET       3  
 LG0515
 LG0515.Superseded values are not recommended for survey control.
 LG0515
 LG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0515.See file dsdata.pdf to determine how the superseded data were derived.
 LG0515
 LG0515_MARKER: DV = VERTICAL CONTROL DISK
 LG0515_STAMPING: B 363 RESET 1975
 LG0515_MARK LOGO: NGS
 LG0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0515
 LG0515  HISTORY     - Date     Condition        Report By
 LG0515  HISTORY     - 1975     MONUMENTED       NGS
 LG0515
 LG0515                          STATION DESCRIPTION
 LG0515
 LG0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LG0515'2.2 MI NW FROM SEWARD.
 LG0515'FROM THE COURTHOUSE IN SEWARD, AT THE JUNCTION OF U.S. HIGHWAY
 LG0515'37 AND 34 AND STATE HIGHWAY 15, GO WEST ALONG HIGHWAY 34 FOR
 LG0515'2.25 MILES TO A GRAVELED ROAD NORTH AND THE BENCH MARK ON THE
 LG0515'RIGHT, 116 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 5 FEET
 LG0515'WEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND
 LG0515'ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 34.  A 4-INCH CAST ALUMINUM
 LG0515'BENCH MARK STAMPED B 363 RESET 1975, SET FLUSH WITH THE GROUND
 LG0515'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0060 ***********************************************************************
 LG0060  DESIGNATION -  B 364
 LG0060  PID         -  LG0060
 LG0060  STATE/COUNTY-  NE/CASS
 LG0060  COUNTRY     -  US
 LG0060  USGS QUAD   -  ELMWOOD (2017)
 LG0060
 LG0060                         *CURRENT SURVEY CONTROL
 LG0060  ______________________________________________________________________
 LG0060* NAD 83(1986) POSITION- 40 48 46.34   (N) 096 17 39.48   (W)   HD_HELD1
 LG0060* NAVD 88 ORTHO HEIGHT -   383.591 (meters)     1258.50  (feet) ADJUSTED
 LG0060  ______________________________________________________________________
 LG0060  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 LG0060  DYNAMIC HEIGHT  -        383.427 (meters)     1257.96  (feet) COMP
 LG0060  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 LG0060
 LG0060  VERT ORDER      -  SECOND    CLASS 0
 LG0060
 LG0060.The horizontal coordinates were determined by differentially corrected
 LG0060.hand held GPS observations or other comparable positioning techniques
 LG0060.and have an estimated accuracy of +/- 3 meters.
 LG0060
 LG0060.The orthometric height was determined by differential leveling and
 LG0060.adjusted by the NATIONAL GEODETIC SURVEY
 LG0060.in June 1991.
 LG0060
 LG0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0060.GEOID18 height accuracy estimate available here.
 LG0060
 LG0060.Click photographs - Photos may exist for this station.
 LG0060
 LG0060.The dynamic height is computed by dividing the NAVD 88
 LG0060.geopotential number by the normal gravity value computed on the
 LG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0060.degrees latitude (g = 980.6199 gals.).
 LG0060
 LG0060.The modeled gravity was interpolated from observed gravity values.
 LG0060
 LG0060;                    North         East    Units  Estimated Accuracy
 LG0060;SPC NE       -   115,453.6     812,480.1     MT  (+/- 3 meters HH1 GPS) 
 LG0060
 LG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2820821507(NAD 83)
 LG0060
 LG0060                          SUPERSEDED SURVEY CONTROL
 LG0060
 LG0060  NGVD 29 (??/??/92)  383.496  (m)         1258.19   (f) ADJ UNCH    2 0
 LG0060
 LG0060.Superseded values are not recommended for survey control.
 LG0060
 LG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0060.See file dsdata.pdf to determine how the superseded data were derived.
 LG0060
 LG0060_MARKER: DB = BENCH MARK DISK
 LG0060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0060_SP_SET: CULVERT HEADWALL
 LG0060_STAMPING: B 364 1961
 LG0060_MARK LOGO: CGS
 LG0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0060+STABILITY: SURFACE MOTION
 LG0060
 LG0060  HISTORY     - Date     Condition        Report By
 LG0060  HISTORY     - 1961     MONUMENTED       CGS
 LG0060  HISTORY     - 1964     GOOD             CGS
 LG0060  HISTORY     - 20100507 GOOD             INDIV
 LG0060
 LG0060                          STATION DESCRIPTION
 LG0060
 LG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0060'7 MI E FROM EAGLE.
 LG0060'0.15 MILE SOUTH ALONG THE DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0060'EAGLE, THENCE 6.9 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 206
 LG0060'FEET NORTHWEST FROM THE NORTHWEST CORNER OF A SERVICE STATION,
 LG0060'177 FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 98.0 FEET NORTH
 LG0060'OF THE CENTER LINE OF U.S. HIGHWAY 34, 8 INCHES SOUTHWEST OF THE
 LG0060'NORTHWEST END OF BRIDGE ABUTMENT, SET IN TOP OF THE NORTHEAST
 LG0060'END OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT
 LG0060'UNDER THE HIGHWAY.
 LG0060
 LG0060                          STATION RECOVERY (1964)
 LG0060
 LG0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0060'RECOVERED IN GOOD CONDITION.
 LG0060
 LG0060                          STATION RECOVERY (2010)
 LG0060
 LG0060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 LG0060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0007 ***********************************************************************
 NN0007  DESIGNATION -  B 37
 NN0007  PID         -  NN0007
 NN0007  STATE/COUNTY-  NE/BOYD
 NN0007  COUNTRY     -  US
 NN0007  USGS QUAD   -  LYNCH (2017)
 NN0007
 NN0007                         *CURRENT SURVEY CONTROL
 NN0007  ______________________________________________________________________
 NN0007* NAD 83(1986) POSITION- 42 49 42.     (N) 098 25 29.     (W)   SCALED
 NN0007* NAVD 88 ORTHO HEIGHT -   418.772 (meters)     1373.92  (feet) ADJUSTED
 NN0007  ______________________________________________________________________
 NN0007  GEOID HEIGHT    -        -25.863 (meters)                     GEOID18
 NN0007  DYNAMIC HEIGHT  -        418.624 (meters)     1373.44  (feet) COMP
 NN0007  MODELED GRAVITY -    980,255.7   (mgal)                       NAVD 88
 NN0007
 NN0007  VERT ORDER      -  SECOND    CLASS 0
 NN0007
 NN0007.The horizontal coordinates were scaled from a map and have
 NN0007.an estimated accuracy of +/- 6 seconds.
 NN0007
 NN0007.The orthometric height was determined by differential leveling and
 NN0007.adjusted by the NATIONAL GEODETIC SURVEY
 NN0007.in June 1991.
 NN0007
 NN0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0007.GEOID18 height accuracy estimate available here.
 NN0007
 NN0007.Click photographs - Photos may exist for this station.
 NN0007
 NN0007.The dynamic height is computed by dividing the NAVD 88
 NN0007.geopotential number by the normal gravity value computed on the
 NN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0007.degrees latitude (g = 980.6199 gals.).
 NN0007
 NN0007.The modeled gravity was interpolated from observed gravity values.
 NN0007
 NN0007;                    North         East    Units  Estimated Accuracy
 NN0007;SPC NE       -   333,730.      628,790.      MT  (+/- 180 meters Scaled)
 NN0007
 NN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470419(NAD 83)
 NN0007
 NN0007                          SUPERSEDED SURVEY CONTROL
 NN0007
 NN0007  NGVD 29 (??/??/92)  418.514  (m)         1373.07   (f) ADJ UNCH    2 0
 NN0007
 NN0007.Superseded values are not recommended for survey control.
 NN0007
 NN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0007.See file dsdata.pdf to determine how the superseded data were derived.
 NN0007
 NN0007_MARKER: DB = BENCH MARK DISK
 NN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0007_STAMPING: B 37 1934
 NN0007_MARK LOGO: CGS
 NN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0007+STABILITY: SURFACE MOTION
 NN0007
 NN0007  HISTORY     - Date     Condition        Report By
 NN0007  HISTORY     - 1934     MONUMENTED       CGS
 NN0007  HISTORY     - 1949     GOOD             CGS
 NN0007
 NN0007                          STATION DESCRIPTION
 NN0007
 NN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0007'2.3 MI E FROM LYNCH.
 NN0007'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0007'THE STATION AT LYNCH, 42 FEET NORTH OF THE CENTER LINE OF STATE
 NN0007'HIGHWAY 12, 43.9 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 5.7
 NN0007'FEET WEST OF MILEPOST 86, AND SET IN THE TOP OF A CONCRETE
 NN0007'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 NN0007'172.6 FEET NORTHWEST OF BENCH MARK Q 273.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1297 ***********************************************************************
 NM1297  DESIGNATION -  B 38
 NM1297  PID         -  NM1297
 NM1297  STATE/COUNTY-  NE/KNOX
 NM1297  COUNTRY     -  US
 NM1297  USGS QUAD   -  CREIGHTON (2017)
 NM1297
 NM1297                         *CURRENT SURVEY CONTROL
 NM1297  ______________________________________________________________________
 NM1297* NAD 83(1986) POSITION- 42 27 50.     (N) 097 53 48.     (W)   SCALED
 NM1297* NAVD 88 ORTHO HEIGHT -   487.424 (meters)     1599.16  (feet) ADJUSTED
 NM1297  ______________________________________________________________________
 NM1297  GEOID HEIGHT    -        -25.272 (meters)                     GEOID18
 NM1297  DYNAMIC HEIGHT  -        487.247 (meters)     1598.58  (feet) COMP
 NM1297  MODELED GRAVITY -    980,242.7   (mgal)                       NAVD 88
 NM1297
 NM1297  VERT ORDER      -  SECOND    CLASS 0
 NM1297
 NM1297.The horizontal coordinates were scaled from a map and have
 NM1297.an estimated accuracy of +/- 6 seconds.
 NM1297
 NM1297.The orthometric height was determined by differential leveling and
 NM1297.adjusted by the NATIONAL GEODETIC SURVEY
 NM1297.in June 1991.
 NM1297
 NM1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1297.GEOID18 height accuracy estimate available here.
 NM1297
 NM1297.Click photographs - Photos may exist for this station.
 NM1297
 NM1297.The dynamic height is computed by dividing the NAVD 88
 NM1297.geopotential number by the normal gravity value computed on the
 NM1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1297.degrees latitude (g = 980.6199 gals.).
 NM1297
 NM1297.The modeled gravity was interpolated from observed gravity values.
 NM1297
 NM1297;                    North         East    Units  Estimated Accuracy
 NM1297;SPC NE       -   294,180.      672,940.      MT  (+/- 180 meters Scaled)
 NM1297
 NM1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN907018(NAD 83)
 NM1297
 NM1297                          SUPERSEDED SURVEY CONTROL
 NM1297
 NM1297  NGVD 29 (??/??/92)  487.228  (m)         1598.51   (f) ADJ UNCH    2 0
 NM1297
 NM1297.Superseded values are not recommended for survey control.
 NM1297
 NM1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1297.See file dsdata.pdf to determine how the superseded data were derived.
 NM1297
 NM1297_MARKER: DB = BENCH MARK DISK
 NM1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1297_STAMPING: B 38 1934
 NM1297_MARK LOGO: CGS
 NM1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1297+STABILITY: SURFACE MOTION
 NM1297
 NM1297  HISTORY     - Date     Condition        Report By
 NM1297  HISTORY     - 1934     MONUMENTED       CGS
 NM1297
 NM1297                          STATION DESCRIPTION
 NM1297
 NM1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1297'0.3 MI SE FROM CREIGHTON.
 NM1297'LOCATED 0.3 OF MILE SOUTHEAST OF STATION AT CREIGHTON, ALONG
 NM1297'CHICAGO AND NORTH WESTERN RWY. 41 FEET NORTHEAST OF NORTHEAST
 NM1297'RAIL OF MAIN TRACK, 30 FEET WEST OF CENTERLINE OF STATE HWY. 14,
 NM1297'14.5 FEET NORTH OF POWER LINE POST.  STANDARD TABLET SET IN TOP OF
 NM1297'CONCRETE POST 3 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1432 ***********************************************************************
 NM1432  DESIGNATION -  B 39
 NM1432  PID         -  NM1432
 NM1432  STATE/COUNTY-  NE/KNOX
 NM1432  COUNTRY     -  US
 NM1432  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM1432
 NM1432                         *CURRENT SURVEY CONTROL
 NM1432  ______________________________________________________________________
 NM1432* NAD 83(1986) POSITION- 42 34 07.     (N) 097 31 29.     (W)   SCALED
 NM1432* NAVD 88 ORTHO HEIGHT -   571.211 (meters)     1874.05  (feet) ADJUSTED
 NM1432  ______________________________________________________________________
 NM1432  GEOID HEIGHT    -        -25.492 (meters)                     GEOID18
 NM1432  DYNAMIC HEIGHT  -        570.999 (meters)     1873.35  (feet) COMP
 NM1432  MODELED GRAVITY -    980,233.4   (mgal)                       NAVD 88
 NM1432
 NM1432  VERT ORDER      -  SECOND    CLASS 0
 NM1432
 NM1432.The horizontal coordinates were scaled from a map and have
 NM1432.an estimated accuracy of +/- 6 seconds.
 NM1432
 NM1432.The orthometric height was determined by differential leveling and
 NM1432.adjusted by the NATIONAL GEODETIC SURVEY
 NM1432.in June 1991.
 NM1432
 NM1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1432.GEOID18 height accuracy estimate available here.
 NM1432
 NM1432.Click photographs - Photos may exist for this station.
 NM1432
 NM1432.The dynamic height is computed by dividing the NAVD 88
 NM1432.geopotential number by the normal gravity value computed on the
 NM1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1432.degrees latitude (g = 980.6199 gals.).
 NM1432
 NM1432.The modeled gravity was interpolated from observed gravity values.
 NM1432
 NM1432;                    North         East    Units  Estimated Accuracy
 NM1432;SPC NE       -   306,610.      703,180.      MT  (+/- 180 meters Scaled)
 NM1432
 NM1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN210139(NAD 83)
 NM1432
 NM1432                          SUPERSEDED SURVEY CONTROL
 NM1432
 NM1432  NGVD 29 (??/??/92)  570.989  (m)         1873.32   (f) ADJ UNCH    2 0
 NM1432
 NM1432.Superseded values are not recommended for survey control.
 NM1432
 NM1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1432.See file dsdata.pdf to determine how the superseded data were derived.
 NM1432
 NM1432_MARKER: DB = BENCH MARK DISK
 NM1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1432_STAMPING: B 39 1934
 NM1432_MARK LOGO: CGS
 NM1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1432+STABILITY: SURFACE MOTION
 NM1432
 NM1432  HISTORY     - Date     Condition        Report By
 NM1432  HISTORY     - 1934     MONUMENTED       CGS
 NM1432  HISTORY     - 1977     GOOD             LOCSUR
 NM1432
 NM1432                          STATION DESCRIPTION
 NM1432
 NM1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1432'5.5 MI N FROM WAUSA.
 NM1432'5.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 38 FEET SOUTH OF
 NM1432'CENTERLINE OF SECTION CROSS ROAD, 30 FEET WEST OF CENTERLINE
 NM1432'OF HIGHWAY, 25 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT,
 NM1432'8.8 FEET SOUTH OF TELEGRAPH POLE IN NORTH-EAST CORNER OF FIELD.
 NM1432'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED
 NM1432'B 39 1934.
 NM1432
 NM1432                          STATION RECOVERY (1977)
 NM1432
 NM1432'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0232 ***********************************************************************
 NP0232  DESIGNATION -  B 4
 NP0232  PID         -  NP0232
 NP0232  STATE/COUNTY-  NE/DAWES
 NP0232  COUNTRY     -  US
 NP0232  USGS QUAD   -  CHADRON WEST (2017)
 NP0232
 NP0232                         *CURRENT SURVEY CONTROL
 NP0232  ______________________________________________________________________
 NP0232* NAD 83(1986) POSITION- 42 49 38.     (N) 103 00 05.     (W)   SCALED
 NP0232* NAVD 88 ORTHO HEIGHT -  1034.407 (meters)     3393.72  (feet) POSTED
 NP0232  ______________________________________________________________________
 NP0232  GEOID HEIGHT    -        -17.987 (meters)                     GEOID18
 NP0232  DYNAMIC HEIGHT  -       1033.90  (meters)     3392.1   (feet) COMP
 NP0232  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 NP0232
 NP0232  VERT ORDER      -  * POSTED, SEE BELOW
 NP0232
 NP0232.The horizontal coordinates were scaled from a map and have
 NP0232.an estimated accuracy of +/- 6 seconds.
 NP0232
 NP0232.The orthometric height was determined by differential leveling
 NP0232.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0232
 NP0232.* This is a POSTED BENCH MARK height.
 NP0232
 NP0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0232.GEOID18 height accuracy estimate available here.
 NP0232
 NP0232.Click photographs - Photos may exist for this station.
 NP0232
 NP0232.The dynamic height is computed by dividing the NAVD 88
 NP0232.geopotential number by the normal gravity value computed on the
 NP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0232.degrees latitude (g = 980.6199 gals.).
 NP0232
 NP0232.The modeled gravity was interpolated from observed gravity values.
 NP0232
 NP0232;                    North         East    Units  Estimated Accuracy
 NP0232;SPC NE       -   336,690.      254,650.      MT  (+/- 180 meters Scaled)
 NP0232
 NP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH633435(NAD 83)
 NP0232
 NP0232                          SUPERSEDED SURVEY CONTROL
 NP0232
 NP0232  NGVD 29 (??/??/92) 1033.83   (m)         3391.8    (f) COMPUTED    1 2
 NP0232
 NP0232.Superseded values are not recommended for survey control.
 NP0232
 NP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0232.See file dsdata.pdf to determine how the superseded data were derived.
 NP0232
 NP0232_MARKER: B = BOLT
 NP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0232_SP_SET: BUILDING
 NP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0232
 NP0232  HISTORY     - Date     Condition        Report By
 NP0232  HISTORY     - 1901     MONUMENTED       CGS
 NP0232  HISTORY     - 1934     GOOD             CGS
 NP0232  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 NP0232
 NP0232                          STATION DESCRIPTION
 NP0232
 NP0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0232'AT CHADRON.
 NP0232'AT CHADRON, IN THE NORTH AND FRONT ENTRANCE TO THE COURT HOUSE,
 NP0232'IN THE WEST STONE SUPPORTING TWO IRON COLUMNS, BETWEEN THE COLUMNS
 NP0232'AND THE WALL, 20 CENTIMETERS FROM THE EAST SIDE OF THE STONE AND
 NP0232'73 CENTIMETERS FROM THE NORTH EDGE, 19 1/2 CENTIMETERS FROM THE
 NP0232'BRICK COLUMNS PROJECTING BEYOND THE MAIN WALL AND 41 1/2 CENTIMETERS
 NP0232'FROM THE MAIN ENTRANCE WALL.  COPPER BOLT LEADED INTO STONE.
 NP0232
 NP0232                          STATION RECOVERY (1941)
 NP0232
 NP0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 NP0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0233 ***********************************************************************
 NP0233  DESIGNATION -  B 4 RESET
 NP0233  PID         -  NP0233
 NP0233  STATE/COUNTY-  NE/DAWES
 NP0233  COUNTRY     -  US
 NP0233  USGS QUAD   -  CHADRON WEST (2017)
 NP0233
 NP0233                         *CURRENT SURVEY CONTROL
 NP0233  ______________________________________________________________________
 NP0233* NAD 83(1986) POSITION- 42 49 38.37   (N) 103 00 04.59   (W)   HD_HELD1
 NP0233* NAVD 88 ORTHO HEIGHT -  1034.445 (meters)     3393.84  (feet) ADJUSTED
 NP0233  ______________________________________________________________________
 NP0233  GEOID HEIGHT    -        -17.987 (meters)                     GEOID18
 NP0233  DYNAMIC HEIGHT  -       1033.934 (meters)     3392.17  (feet) COMP
 NP0233  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 NP0233
 NP0233  VERT ORDER      -  FIRST     CLASS II
 NP0233
 NP0233.The horizontal coordinates were determined by differentially corrected
 NP0233.hand held GPS observations or other comparable positioning techniques
 NP0233.and have an estimated accuracy of +/- 3 meters.
 NP0233
 NP0233.The orthometric height was determined by differential leveling and
 NP0233.adjusted by the NATIONAL GEODETIC SURVEY
 NP0233.in June 1991.
 NP0233
 NP0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0233.GEOID18 height accuracy estimate available here.
 NP0233
 NP0233.Click photographs - Photos may exist for this station.
 NP0233
 NP0233.The dynamic height is computed by dividing the NAVD 88
 NP0233.geopotential number by the normal gravity value computed on the
 NP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0233.degrees latitude (g = 980.6199 gals.).
 NP0233
 NP0233.The modeled gravity was interpolated from observed gravity values.
 NP0233
 NP0233;                    North         East    Units  Estimated Accuracy
 NP0233;SPC NE       -   336,698.1     254,656.5     MT  (+/- 3 meters HH1 GPS) 
 NP0233
 NP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6337043577(NAD 83)
 NP0233
 NP0233                          SUPERSEDED SURVEY CONTROL
 NP0233
 NP0233  NGVD 29 (??/??/92) 1033.904  (m)         3392.07   (f) ADJ UNCH    1 2
 NP0233
 NP0233.Superseded values are not recommended for survey control.
 NP0233
 NP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0233.See file dsdata.pdf to determine how the superseded data were derived.
 NP0233
 NP0233_MARKER: I = METAL ROD
 NP0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0233_SP_SET: BUILDING WALL
 NP0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0233
 NP0233  HISTORY     - Date     Condition        Report By
 NP0233  HISTORY     - 1941     MONUMENTED       LOCENG
 NP0233  HISTORY     - 1957     GOOD             CGS
 NP0233  HISTORY     - 20110724 GOOD             GEOCAC
 NP0233
 NP0233                          STATION DESCRIPTION
 NP0233
 NP0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0233'AT CHADRON.
 NP0233'AT CHADRON, IN SECTION 20, T. 33 N., R. 48 W., IN THE NORTH
 NP0233'WALL OF THE COUNTY COURTHOUSE, 11.8 FEET WEST OF THE NORTHEAST
 NP0233'CORNER OF THE BUILDING, 3 FEET ABOVE THE GROUND, A DIM CROSS CUT
 NP0233'ON THE TOP OF A 1-INCH BRASS ROD WHICH PROJECTS ABOUT 1/2 INCH
 NP0233'FROM THE FACE OF THE BUILDING.
 NP0233
 NP0233                          STATION RECOVERY (2011)
 NP0233
 NP0233'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NP0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1123 ***********************************************************************
 NM1123  DESIGNATION -  B 40
 NM1123  PID         -  NM1123
 NM1123  STATE/COUNTY-  NE/CEDAR
 NM1123  COUNTRY     -  US
 NM1123  USGS QUAD   -  FORDYCE (2017)
 NM1123
 NM1123                         *CURRENT SURVEY CONTROL
 NM1123  ______________________________________________________________________
 NM1123* NAD 83(1986) POSITION- 42 37 38.     (N) 097 16 07.     (W)   SCALED
 NM1123* NAVD 88 ORTHO HEIGHT -   419.651 (meters)     1376.81  (feet) ADJUSTED
 NM1123  ______________________________________________________________________
 NM1123  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 NM1123  DYNAMIC HEIGHT  -        419.508 (meters)     1376.34  (feet) COMP
 NM1123  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 NM1123
 NM1123  VERT ORDER      -  SECOND    CLASS 0
 NM1123
 NM1123.The horizontal coordinates were scaled from a map and have
 NM1123.an estimated accuracy of +/- 6 seconds.
 NM1123
 NM1123.The orthometric height was determined by differential leveling and
 NM1123.adjusted by the NATIONAL GEODETIC SURVEY
 NM1123.in June 1991.
 NM1123
 NM1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1123.GEOID18 height accuracy estimate available here.
 NM1123
 NM1123.Click photographs - Photos may exist for this station.
 NM1123
 NM1123.The dynamic height is computed by dividing the NAVD 88
 NM1123.geopotential number by the normal gravity value computed on the
 NM1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1123.degrees latitude (g = 980.6199 gals.).
 NM1123
 NM1123.The modeled gravity was interpolated from observed gravity values.
 NM1123
 NM1123;                    North         East    Units  Estimated Accuracy
 NM1123;SPC NE       -   313,750.      723,990.      MT  (+/- 180 meters Scaled)
 NM1123
 NM1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN419208(NAD 83)
 NM1123
 NM1123                          SUPERSEDED SURVEY CONTROL
 NM1123
 NM1123  NGVD 29 (??/??/92)  419.450  (m)         1376.15   (f) ADJ UNCH    2 0
 NM1123
 NM1123.Superseded values are not recommended for survey control.
 NM1123
 NM1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1123.See file dsdata.pdf to determine how the superseded data were derived.
 NM1123
 NM1123_MARKER: DB = BENCH MARK DISK
 NM1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1123_STAMPING: B 40 1934
 NM1123_MARK LOGO: CGS
 NM1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1123+STABILITY: SURFACE MOTION
 NM1123
 NM1123  HISTORY     - Date     Condition        Report By
 NM1123  HISTORY     - 1934     MONUMENTED       CGS
 NM1123  HISTORY     - 1968     MARK NOT FOUND   CGS
 NM1123
 NM1123                          STATION DESCRIPTION
 NM1123
 NM1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1123'0.4 MI NW FROM HARTINGTON.
 NM1123'IS LOCATED 0.4 OF MILE NORTHWEST OF STATION ALONG C.ST. P.M.
 NM1123'AND O. RWY. AT HARTINGTON, 30 YARDS NORTHWEST OF NORTHWEST END
 NM1123'OF SWITCH, 88 FEET EAST OF INTERSECTION OF STATE HWY, 15 AND
 NM1123'RAILROAD, 46 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK, 1.5
 NM1123'FEET SOUTHWEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 NM1123'CONCRETE POST 5 INCHES HIGH.
 NM1123
 NM1123                          STATION RECOVERY (1968)
 NM1123
 NM1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0545 ***********************************************************************
 NP0545  DESIGNATION -  B 416
 NP0545  PID         -  NP0545
 NP0545  STATE/COUNTY-  NE/DAWES
 NP0545  COUNTRY     -  US
 NP0545  USGS QUAD   -  CRAWFORD (2017)
 NP0545
 NP0545                         *CURRENT SURVEY CONTROL
 NP0545  ______________________________________________________________________
 NP0545* NAD 83(1986) POSITION- 42 41 11.     (N) 103 25 00.     (W)   SCALED
 NP0545* NAVD 88 ORTHO HEIGHT -  1121.079 (meters)     3678.07  (feet) ADJUSTED
 NP0545  ______________________________________________________________________
 NP0545  GEOID HEIGHT    -        -17.541 (meters)                     GEOID18
 NP0545  DYNAMIC HEIGHT  -       1120.477 (meters)     3676.10  (feet) COMP
 NP0545  MODELED GRAVITY -    980,046.0   (mgal)                       NAVD 88
 NP0545
 NP0545  VERT ORDER      -  FIRST     CLASS II
 NP0545
 NP0545.The horizontal coordinates were scaled from a map and have
 NP0545.an estimated accuracy of +/- 6 seconds.
 NP0545
 NP0545.The orthometric height was determined by differential leveling and
 NP0545.adjusted by the NATIONAL GEODETIC SURVEY
 NP0545.in June 1991.
 NP0545
 NP0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0545.GEOID18 height accuracy estimate available here.
 NP0545
 NP0545.Click photographs - Photos may exist for this station.
 NP0545
 NP0545.The dynamic height is computed by dividing the NAVD 88
 NP0545.geopotential number by the normal gravity value computed on the
 NP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0545.degrees latitude (g = 980.6199 gals.).
 NP0545
 NP0545.The modeled gravity was interpolated from observed gravity values.
 NP0545
 NP0545;                    North         East    Units  Estimated Accuracy
 NP0545;SPC NE       -   322,320.      220,100.      MT  (+/- 180 meters Scaled)
 NP0545
 NP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH297272(NAD 83)
 NP0545
 NP0545                          SUPERSEDED SURVEY CONTROL
 NP0545
 NP0545.No superseded survey control is available for this station.
 NP0545
 NP0545_MARKER: F = FLANGE-ENCASED ROD
 NP0545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0545_STAMPING: B 416 1985
 NP0545_MARK LOGO: NGS
 NP0545_PROJECTION: FLUSH
 NP0545_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0545+STABILITY: POSITION/ELEVATION WELL
 NP0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0545+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 NP0545_ROD/PIPE-DEPTH: 9.1 meters
 NP0545_SLEEVE-DEPTH  : 7.0 meters
 NP0545
 NP0545  HISTORY     - Date     Condition        Report By
 NP0545  HISTORY     - 1985     MONUMENTED       NGS
 NP0545  HISTORY     - 19991006 GOOD             NGS
 NP0545  HISTORY     - 20180719 GOOD             NGS
 NP0545
 NP0545                          STATION DESCRIPTION
 NP0545
 NP0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0545'IN CRAWFORD.
 NP0545'IN CRAWFORD, AT THE ENTRANCE TO THE CITY PARK AND FISH HATCHERY, IN
 NP0545'THE NORTHEAST CORNER AND IN THE LAWN OF THE AMERICAN LEGION HOUSE,
 NP0545'9.5 METERS (31 FT) SOUTH OF THE CENTER OF THE PARK ENTRANCE ROAD, 3.5
 NP0545'METERS (11.5 FT) SOUTHEAST OF A FLAGPOLE, 4.8 METERS (15.7 FT)
 NP0545'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH ONE OF THREE STONE
 NP0545'PILLARS, 3.2 METERS (10.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 NP0545'THE AMERICAN LEGION BUILDING AND 5.1 METERS (16.7 FT) WEST OF
 NP0545'TELEPHONE JUNCTION BOX.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NP0545'5-INCH LOGO CAP.
 NP0545'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 NP0545
 NP0545                          STATION RECOVERY (1999)
 NP0545
 NP0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0545'0.2 KM (0.10 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0545'CRAWFORD, 9.2 M (30.2 FT) SOUTH OF THE STREET CENTER AND THE ENTRANCE
 NP0545'ROAD LEADING TO THE CRAWFORD NATIONAL FISH HATCHERY, 4.7 M (15.4 FT)
 NP0545'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST SOUTHERLY OF 3 STONE
 NP0545'PILLARS, 3.4 M (11.2 FT) SOUTHEAST OF A FLAGPOLE, AND 3.1 M (10.2 FT)
 NP0545'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING.  NOTE--ACCESS TON THE
 NP0545'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS A BASIC NET
 NP0545'A JUNCTION MARK.  THE MONUMENT IS ON CITY PROPERTY.
 NP0545
 NP0545                          STATION RECOVERY (2018)
 NP0545
 NP0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0569 ***********************************************************************
 NP0569  DESIGNATION -  B 417
 NP0569  PID         -  NP0569
 NP0569  STATE/COUNTY-  NE/BOX BUTTE
 NP0569  COUNTRY     -  US
 NP0569  USGS QUAD   -  HEMINGFORD (2017)
 NP0569
 NP0569                         *CURRENT SURVEY CONTROL
 NP0569  ______________________________________________________________________
 NP0569* NAD 83(1986) POSITION- 42 16 55.     (N) 103 02 01.     (W)   SCALED
 NP0569* NAVD 88 ORTHO HEIGHT -  1282.258 (meters)     4206.87  (feet) ADJUSTED
 NP0569  ______________________________________________________________________
 NP0569  GEOID HEIGHT    -        -18.343 (meters)                     GEOID18
 NP0569  DYNAMIC HEIGHT  -       1281.508 (meters)     4204.41  (feet) COMP
 NP0569  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 NP0569
 NP0569  VERT ORDER      -  FIRST     CLASS II
 NP0569
 NP0569.The horizontal coordinates were scaled from a map and have
 NP0569.an estimated accuracy of +/- 6 seconds.
 NP0569
 NP0569.The orthometric height was determined by differential leveling and
 NP0569.adjusted by the NATIONAL GEODETIC SURVEY
 NP0569.in June 1991.
 NP0569
 NP0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0569.GEOID18 height accuracy estimate available here.
 NP0569
 NP0569.Click photographs - Photos may exist for this station.
 NP0569
 NP0569.The dynamic height is computed by dividing the NAVD 88
 NP0569.geopotential number by the normal gravity value computed on the
 NP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0569.degrees latitude (g = 980.6199 gals.).
 NP0569
 NP0569.The modeled gravity was interpolated from observed gravity values.
 NP0569
 NP0569;                    North         East    Units  Estimated Accuracy
 NP0569;SPC NE       -   276,260.      249,890.      MT  (+/- 180 meters Scaled)
 NP0569
 NP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG621829(NAD 83)
 NP0569
 NP0569                          SUPERSEDED SURVEY CONTROL
 NP0569
 NP0569.No superseded survey control is available for this station.
 NP0569
 NP0569_MARKER: I = METAL ROD
 NP0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0569_STAMPING: B 417 1985
 NP0569_MARK LOGO: NGS
 NP0569_PROJECTION: RECESSED 2 CENTIMETERS
 NP0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0569_ROD/PIPE-DEPTH: 4.8 meters
 NP0569
 NP0569  HISTORY     - Date     Condition        Report By
 NP0569  HISTORY     - 1985     MONUMENTED       NGS
 NP0569
 NP0569                          STATION DESCRIPTION
 NP0569
 NP0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0569'5.4 KM (3.35 MI) SE FROM HEMINGFORD.
 NP0569'5.39 KM (3.35 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 NP0569'STATE HIGHWAY 87 AT HEMINGFORD, AT A DIRT ROAD CROSSING AND A POWER
 NP0569'LINE CROSSING, 4 1/2 POLES NORTHWEST OF MILEPOLE 381, 23.78 METERS (78
 NP0569'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.20 METERS (40 FT)
 NP0569'NORTHWEST OF THE CENTER OF THE ROAD, 8.99 METERS (29.5 FT) SOUTHWEST
 NP0569'OF THE SOUTHWEST RAIL AND 1.53 METERS (5 FT) SOUTHEAST OF A POWER
 NP0569'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0569'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0364 ***********************************************************************
 MN0364  DESIGNATION -  B 418
 MN0364  PID         -  MN0364
 MN0364  STATE/COUNTY-  NE/MORRILL
 MN0364  COUNTRY     -  US
 MN0364  USGS QUAD   -  BROADWATER SW (2017)
 MN0364
 MN0364                         *CURRENT SURVEY CONTROL
 MN0364  ______________________________________________________________________
 MN0364* NAD 83(1986) POSITION- 41 30 04.     (N) 102 59 03.     (W)   SCALED
 MN0364* NAVD 88 ORTHO HEIGHT -  1208.811 (meters)     3965.91  (feet) ADJUSTED
 MN0364  ______________________________________________________________________
 MN0364  GEOID HEIGHT    -        -19.727 (meters)                     GEOID18
 MN0364  DYNAMIC HEIGHT  -       1208.010 (meters)     3963.28  (feet) COMP
 MN0364  MODELED GRAVITY -    979,918.9   (mgal)                       NAVD 88
 MN0364
 MN0364  VERT ORDER      -  FIRST     CLASS II
 MN0364
 MN0364.The horizontal coordinates were scaled from a map and have
 MN0364.an estimated accuracy of +/- 6 seconds.
 MN0364
 MN0364.The orthometric height was determined by differential leveling and
 MN0364.adjusted by the NATIONAL GEODETIC SURVEY
 MN0364.in June 1991.
 MN0364
 MN0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0364.GEOID18 height accuracy estimate available here.
 MN0364
 MN0364.Click photographs - Photos may exist for this station.
 MN0364
 MN0364.The dynamic height is computed by dividing the NAVD 88
 MN0364.geopotential number by the normal gravity value computed on the
 MN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0364.degrees latitude (g = 980.6199 gals.).
 MN0364
 MN0364.The modeled gravity was interpolated from observed gravity values.
 MN0364
 MN0364;                    North         East    Units  Estimated Accuracy
 MN0364;SPC NE       -   189,460.      250,970.      MT  (+/- 180 meters Scaled)
 MN0364
 MN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF682963(NAD 83)
 MN0364
 MN0364                          SUPERSEDED SURVEY CONTROL
 MN0364
 MN0364.No superseded survey control is available for this station.
 MN0364
 MN0364_MARKER: I = METAL ROD
 MN0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0364_STAMPING: B 418 1985
 MN0364_MARK LOGO: NGS
 MN0364_PROJECTION: FLUSH
 MN0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0364+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0364_ROD/PIPE-DEPTH: 5.5 meters
 MN0364
 MN0364  HISTORY     - Date     Condition        Report By
 MN0364  HISTORY     - 1985     MONUMENTED       NGS
 MN0364  HISTORY     - 20070417 GOOD             NEDR
 MN0364
 MN0364                          STATION DESCRIPTION
 MN0364
 MN0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0364'11.1 KM (6.9 MI) NORTH FROM DALTON.
 MN0364'11.1 KM (6.9 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0364'DALTON, AT A GAS PIPE LINE CROSSING THE HIGHWAY, 33.4 METERS (109.5
 MN0364'FT) EAST OF THE HIGHWAY CENTERLINE (SLOPE DISTANT), 39.6 METERS (130
 MN0364'FT) NORTH OF A GAS PIPE LINE WARNING SIGN AND VENT PIPE, 32.3 METERS
 MN0364'(106 FT) NORTH OF THE CENTER OF A SAND FIELD ROAD AND 0.3 METER (1 FT)
 MN0364'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0364'LOGO CAP.
 MN0364'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 MN0364'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 MN0364
 MN0364                          STATION RECOVERY (2007)
 MN0364
 MN0364'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0364'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0386 ***********************************************************************
 MN0386  DESIGNATION -  B 419
 MN0386  PID         -  MN0386
 MN0386  STATE/COUNTY-  NE/CHEYENNE
 MN0386  COUNTRY     -  US
 MN0386  USGS QUAD   -  LORENZO (2017)
 MN0386
 MN0386                         *CURRENT SURVEY CONTROL
 MN0386  ______________________________________________________________________
 MN0386* NAD 83(1986) POSITION- 41 05 10.     (N) 103 02 52.     (W)   SCALED
 MN0386* NAVD 88 ORTHO HEIGHT -  1331.794 (meters)     4369.39  (feet) ADJUSTED
 MN0386  ______________________________________________________________________
 MN0386  GEOID HEIGHT    -        -19.685 (meters)                     GEOID18
 MN0386  DYNAMIC HEIGHT  -       1330.843 (meters)     4366.27  (feet) COMP
 MN0386  MODELED GRAVITY -    979,863.3   (mgal)                       NAVD 88
 MN0386
 MN0386  VERT ORDER      -  FIRST     CLASS II
 MN0386
 MN0386.The horizontal coordinates were scaled from a map and have
 MN0386.an estimated accuracy of +/- 6 seconds.
 MN0386
 MN0386.The orthometric height was determined by differential leveling and
 MN0386.adjusted by the NATIONAL GEODETIC SURVEY
 MN0386.in June 1991.
 MN0386
 MN0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0386.GEOID18 height accuracy estimate available here.
 MN0386
 MN0386.Click photographs - Photos may exist for this station.
 MN0386
 MN0386.The dynamic height is computed by dividing the NAVD 88
 MN0386.geopotential number by the normal gravity value computed on the
 MN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0386.degrees latitude (g = 980.6199 gals.).
 MN0386
 MN0386.The modeled gravity was interpolated from observed gravity values.
 MN0386
 MN0386;                    North         East    Units  Estimated Accuracy
 MN0386;SPC NE       -   143,600.      244,040.      MT  (+/- 180 meters Scaled)
 MN0386
 MN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF639501(NAD 83)
 MN0386
 MN0386                          SUPERSEDED SURVEY CONTROL
 MN0386
 MN0386.No superseded survey control is available for this station.
 MN0386
 MN0386_MARKER: I = METAL ROD
 MN0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0386_STAMPING: B 419 1985
 MN0386_MARK LOGO: NGS
 MN0386_PROJECTION: FLUSH
 MN0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0386_ROD/PIPE-DEPTH: 4.3 meters
 MN0386
 MN0386  HISTORY     - Date     Condition        Report By
 MN0386  HISTORY     - 1985     MONUMENTED       NGS
 MN0386
 MN0386                          STATION DESCRIPTION
 MN0386
 MN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0386'11.3 KM (7.0 MI) SW FROM SIDNEY.
 MN0386'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0386'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 7.4 KM
 MN0386'(4.6 MI) SOUTHWEST ALONG STATE HIGHWAY 19, AT THE SOUTHWEST END OF A
 MN0386'FENCE, 0.27 KM (0.17 MI) NORTHEAST OF MILEPOST 6, 29.6 METERS (97 FT)
 MN0386'NORTHWEST OF THE HIGHWAY CENTERLINE, 15.8 METERS (52 FT) NORTHWEST OF
 MN0386'THE SOUTH CORNER OF THE FENCE, 0.6 METER (2 FT) SOUTHEAST OF A WOODEN
 MN0386'FENCED CORRAL EXTENSION OF THE FENCED AREA AND 0.6 METER (2 FT)
 MN0386'SOUTHWEST OF THE NORTHWEST-SOUTHEAST PORTION OF THE FENCE.
 MN0386'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0386'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0386'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0399 ***********************************************************************
 MN0399  DESIGNATION -  B 422
 MN0399  PID         -  MN0399
 MN0399  STATE/COUNTY-  NE/DEUEL
 MN0399  COUNTRY     -  US
 MN0399  USGS QUAD   -  BARTON (2017)
 MN0399
 MN0399                         *CURRENT SURVEY CONTROL
 MN0399  ______________________________________________________________________
 MN0399* NAD 83(1986) POSITION- 41 00 56.05   (N) 102 12 33.19   (W)   HD_HELD1
 MN0399* NAVD 88 ORTHO HEIGHT -  1046.327 (meters)     3432.82  (feet) ADJUSTED
 MN0399  ______________________________________________________________________
 MN0399  GEOID HEIGHT    -        -20.506 (meters)                     GEOID18
 MN0399  DYNAMIC HEIGHT  -       1045.644 (meters)     3430.58  (feet) COMP
 MN0399  MODELED GRAVITY -    979,935.7   (mgal)                       NAVD 88
 MN0399
 MN0399  VERT ORDER      -  FIRST     CLASS II
 MN0399
 MN0399.The horizontal coordinates were determined by differentially corrected
 MN0399.hand held GPS observations or other comparable positioning techniques
 MN0399.and have an estimated accuracy of +/- 3 meters.
 MN0399
 MN0399.The orthometric height was determined by differential leveling and
 MN0399.adjusted by the NATIONAL GEODETIC SURVEY
 MN0399.in June 1991.
 MN0399
 MN0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0399.GEOID18 height accuracy estimate available here.
 MN0399
 MN0399.Click photographs - Photos may exist for this station.
 MN0399
 MN0399.The dynamic height is computed by dividing the NAVD 88
 MN0399.geopotential number by the normal gravity value computed on the
 MN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0399.degrees latitude (g = 980.6199 gals.).
 MN0399
 MN0399.The modeled gravity was interpolated from observed gravity values.
 MN0399
 MN0399;                    North         East    Units  Estimated Accuracy
 MN0399;SPC NE       -   133,632.8     314,247.6     MT  (+/- 3 meters HH1 GPS) 
 MN0399
 MN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3466644237(NAD 83)
 MN0399
 MN0399                          SUPERSEDED SURVEY CONTROL
 MN0399
 MN0399  NGVD 29 (02/14/92) 1045.862  (m)         3431.30   (f) ADJUSTED    1 2
 MN0399
 MN0399.Superseded values are not recommended for survey control.
 MN0399
 MN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0399.See file dsdata.pdf to determine how the superseded data were derived.
 MN0399
 MN0399_MARKER: I = METAL ROD
 MN0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0399_STAMPING: B 422 1986
 MN0399_MARK LOGO: NGS
 MN0399_PROJECTION: FLUSH
 MN0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0399_ROD/PIPE-DEPTH: 7.6 meters
 MN0399
 MN0399  HISTORY     - Date     Condition        Report By
 MN0399  HISTORY     - 1986     MONUMENTED       NGS
 MN0399
 MN0399                          STATION DESCRIPTION
 MN0399
 MN0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0399'5.6 KM (3.5 MI) NE FROM JULESBURG CO.
 MN0399'5.6 KM (3.45 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0399'US HIGHWAY 385 SOUTH IN JULESBURG COLORADO, 2.5 KM (1.55 MI) NORTHEAST
 MN0399'OF THE COLORADO-NEBRASKA STATE LINE, AT AN IRON GATE AND A TRACK ROAD
 MN0399'LEADING NORTH TO A PASTURE, 17.6 METERS (57.7 FT) NORTHWEST OF THE
 MN0399'HIGHWAY CENTERLINE, 5.8 METERS (19 FT) SOUTHWEST OF THE CENTER OF THE
 MN0399'GATE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MN0399'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0399'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 MN0399'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0951 ***********************************************************************
 LH0951  DESIGNATION -  B 423
 LH0951  PID         -  LH0951
 LH0951  STATE/COUNTY-  NE/FURNAS
 LH0951  COUNTRY     -  US
 LH0951  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0951
 LH0951                         *CURRENT SURVEY CONTROL
 LH0951  ______________________________________________________________________
 LH0951* NAD 83(1986) POSITION- 40 01 48.     (N) 099 53 27.     (W)   SCALED
 LH0951* NAVD 88 ORTHO HEIGHT -   671.202 (meters)     2202.10  (feet) ADJUSTED
 LH0951  ______________________________________________________________________
 LH0951  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 LH0951  DYNAMIC HEIGHT  -        670.770 (meters)     2200.68  (feet) COMP
 LH0951  MODELED GRAVITY -    979,959.4   (mgal)                       NAVD 88
 LH0951
 LH0951  VERT ORDER      -  FIRST     CLASS II
 LH0951
 LH0951.The horizontal coordinates were scaled from a map and have
 LH0951.an estimated accuracy of +/- 6 seconds.
 LH0951
 LH0951.The orthometric height was determined by differential leveling and
 LH0951.adjusted by the NATIONAL GEODETIC SURVEY
 LH0951.in June 1991.
 LH0951
 LH0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0951.GEOID18 height accuracy estimate available here.
 LH0951
 LH0951.Click photographs - Photos may exist for this station.
 LH0951
 LH0951.The dynamic height is computed by dividing the NAVD 88
 LH0951.geopotential number by the normal gravity value computed on the
 LH0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0951.degrees latitude (g = 980.6199 gals.).
 LH0951
 LH0951.The modeled gravity was interpolated from observed gravity values.
 LH0951
 LH0951;                    North         East    Units  Estimated Accuracy
 LH0951;SPC NE       -    21,840.      509,320.      MT  (+/- 180 meters Scaled)
 LH0951
 LH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239314(NAD 83)
 LH0951
 LH0951                          SUPERSEDED SURVEY CONTROL
 LH0951
 LH0951  NGVD 29 (02/14/92)  670.928  (m)         2201.20   (f) ADJUSTED    1 2
 LH0951
 LH0951.Superseded values are not recommended for survey control.
 LH0951
 LH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0951.See file dsdata.pdf to determine how the superseded data were derived.
 LH0951
 LH0951_MARKER: I = METAL ROD
 LH0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0951_STAMPING: B 423 1986
 LH0951_MARK LOGO: NGS
 LH0951_PROJECTION: FLUSH
 LH0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0951_ROD/PIPE-DEPTH: 14.6 meters
 LH0951
 LH0951  HISTORY     - Date     Condition        Report By
 LH0951  HISTORY     - 1986     MONUMENTED       NGS
 LH0951
 LH0951                          STATION DESCRIPTION
 LH0951
 LH0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0951'31.0 KM (19.25 MI) SOUTH FROM ARAPAHOE.
 LH0951'31.0 KM (19.35 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0951'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE T
 LH0951'JUNCTION OF A DIRT FIELD ROAD AT MILEPOST 2, 25.7 METERS (84.5 FT)
 LH0951'EAST OF THE HIGHWAY CENTERLINE, 17.8 METERS (58.5 FT) EAST OF MILEPOST
 LH0951'2, 7.9 METERS (26 FT) SOUTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.5
 LH0951'FT) SOUTH OF A RIGHT OF WAY POST, 0.9 METER (3 FT) SOUTH OF A FENCE
 LH0951'CORNER AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0951'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0951'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0951'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0322 ***********************************************************************
 MM0322  DESIGNATION -  B 424
 MM0322  PID         -  MM0322
 MM0322  STATE/COUNTY-  NE/KEITH
 MM0322  COUNTRY     -  US
 MM0322  USGS QUAD   -  PAXTON SW (2017)
 MM0322
 MM0322                         *CURRENT SURVEY CONTROL
 MM0322  ______________________________________________________________________
 MM0322* NAD 83(1986) POSITION- 41 07 17.     (N) 101 24 09.     (W)   SCALED
 MM0322* NAVD 88 ORTHO HEIGHT -   939.849 (meters)     3083.49  (feet) ADJUSTED
 MM0322  ______________________________________________________________________
 MM0322  GEOID HEIGHT    -        -21.551 (meters)                     GEOID18
 MM0322  DYNAMIC HEIGHT  -        939.267 (meters)     3081.58  (feet) COMP
 MM0322  MODELED GRAVITY -    979,972.3   (mgal)                       NAVD 88
 MM0322
 MM0322  VERT ORDER      -  FIRST     CLASS II
 MM0322
 MM0322.The horizontal coordinates were scaled from a map and have
 MM0322.an estimated accuracy of +/- 6 seconds.
 MM0322
 MM0322.The orthometric height was determined by differential leveling and
 MM0322.adjusted by the NATIONAL GEODETIC SURVEY
 MM0322.in June 1991.
 MM0322
 MM0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0322.GEOID18 height accuracy estimate available here.
 MM0322
 MM0322.Click photographs - Photos may exist for this station.
 MM0322
 MM0322.The dynamic height is computed by dividing the NAVD 88
 MM0322.geopotential number by the normal gravity value computed on the
 MM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0322.degrees latitude (g = 980.6199 gals.).
 MM0322
 MM0322.The modeled gravity was interpolated from observed gravity values.
 MM0322
 MM0322;                    North         East    Units  Estimated Accuracy
 MM0322;SPC NE       -   143,960.      382,260.      MT  (+/- 180 meters Scaled)
 MM0322
 MM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL983550(NAD 83)
 MM0322
 MM0322                          SUPERSEDED SURVEY CONTROL
 MM0322
 MM0322  NGVD 29 (02/14/92)  939.432  (m)         3082.12   (f) ADJUSTED    1 2
 MM0322
 MM0322.Superseded values are not recommended for survey control.
 MM0322
 MM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0322.See file dsdata.pdf to determine how the superseded data were derived.
 MM0322
 MM0322_MARKER: I = METAL ROD
 MM0322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0322_STAMPING: B 424 1986
 MM0322_MARK LOGO: NGS
 MM0322_PROJECTION: FLUSH
 MM0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0322_ROD/PIPE-DEPTH: 15.5 meters
 MM0322
 MM0322  HISTORY     - Date     Condition        Report By
 MM0322  HISTORY     - 1986     MONUMENTED       NGS
 MM0322
 MM0322                          STATION DESCRIPTION
 MM0322
 MM0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0322'3.8 KM (2.35 MI) WEST FROM PAXTON.
 MM0322'3.85 KM (2.40 MI) WEST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0322'STATE ROUTE 51 C AT PAXTON, 22.7 METERS (74.5 FT) SOUTHEAST OF
 MM0322'MILEPOST 143, 27.0 METERS (88.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0322'15.2 METERS (50 FT) NORTHWEST OF THE UNION PACIFIC RAILROAD SIGNAL
 MM0322'LIGHT 3180-1, 12.8 METERS (42 FT) NORTH OF THE NORTH RAIL, 10.6 METERS
 MM0322'(35 FT) WEST OF THE NORTHWEST CORNER OF A 6 BY 10 FOOT SIGNAL CONTROL
 MM0322'BOX AND 0.6 METER (2 FT) NORTH OF THE NORTH 1 OF 2 POLES OF A 2 POLE
 MM0322'TELEPHONE LINE STRUCTURE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 MM0322'A 5-INCH LOGO CAP.
 MM0322'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0322'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0977 ***********************************************************************
 LH0977  DESIGNATION -  B 425
 LH0977  PID         -  LH0977
 LH0977  STATE/COUNTY-  NE/GOSPER
 LH0977  COUNTRY     -  US
 LH0977  USGS QUAD   -  ELWOOD SW (2017)
 LH0977
 LH0977                         *CURRENT SURVEY CONTROL
 LH0977  ______________________________________________________________________
 LH0977* NAD 83(1986) POSITION- 40 33 39.5    (N) 099 52 38.9    (W)   HD_HELD2
 LH0977* NAVD 88 ORTHO HEIGHT -   796.735 (meters)     2613.95  (feet) ADJUSTED
 LH0977  ______________________________________________________________________
 LH0977  GEOID HEIGHT    -        -24.308 (meters)                     GEOID18
 LH0977  DYNAMIC HEIGHT  -        796.223 (meters)     2612.28  (feet) COMP
 LH0977  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 LH0977
 LH0977  VERT ORDER      -  FIRST     CLASS II
 LH0977
 LH0977.The horizontal coordinates were established by autonomous hand held GPS
 LH0977.observations and have an estimated accuracy of +/- 10 meters.
 LH0977
 LH0977.The orthometric height was determined by differential leveling and
 LH0977.adjusted by the NATIONAL GEODETIC SURVEY
 LH0977.in June 1991.
 LH0977
 LH0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0977.GEOID18 height accuracy estimate available here.
 LH0977
 LH0977.Click photographs - Photos may exist for this station.
 LH0977
 LH0977.The dynamic height is computed by dividing the NAVD 88
 LH0977.geopotential number by the normal gravity value computed on the
 LH0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0977.degrees latitude (g = 980.6199 gals.).
 LH0977
 LH0977.The modeled gravity was interpolated from observed gravity values.
 LH0977
 LH0977;                    North         East    Units  Estimated Accuracy
 LH0977;SPC NE       -    80,797.      510,375.      MT  (+/- 10 meters HH2 GPS)
 LH0977
 LH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2571590392(NAD 83)
 LH0977
 LH0977                          SUPERSEDED SURVEY CONTROL
 LH0977
 LH0977  NGVD 29 (02/14/92)  796.427  (m)         2612.94   (f) ADJUSTED    1 2
 LH0977
 LH0977.Superseded values are not recommended for survey control.
 LH0977
 LH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0977.See file dsdata.pdf to determine how the superseded data were derived.
 LH0977
 LH0977_MARKER: I = METAL ROD
 LH0977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0977_STAMPING: B 425 1986
 LH0977_MARK LOGO: NGS
 LH0977_PROJECTION: FLUSH
 LH0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0977+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0977_ROD/PIPE-DEPTH: 15.8 meters
 LH0977
 LH0977  HISTORY     - Date     Condition        Report By
 LH0977  HISTORY     - 1986     MONUMENTED       NGS
 LH0977  HISTORY     - 20060513 GOOD             GEOCAC
 LH0977
 LH0977                          STATION DESCRIPTION
 LH0977
 LH0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0977'3.3 KM (2.05 MI) SOUTH FROM ELWOOD.
 LH0977'3.33 KM (2.08 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0977'COURTHOUSE AT ELWOOD, SOUTHEAST ACROSS THE HIGHWAY FROM THE Y JUNCTION
 LH0977'OF A DIRT ROAD, 23.3 METERS (76.5 FT) SOUTHEAST OF THE HIGHWAY
 LH0977'CENTERLINE, 46.3 METERS (152 FT) SOUTH OF MILEPOST 39, 12.4 METERS (41
 LH0977'FT) EAST OF THE CENTER OF A TRACK ROAD, 6.0 METERS (20 FT) NORTH OF
 LH0977'THE NORTH CORNER OF A SMALL WOOD SHED, 1.9 METERS (6.5 FT) NORTHWEST
 LH0977'OF A FENCE AND 1.0 METER (3.5 FT) NORTHEAST OF A RIGHT OF WAY MARKER.
 LH0977'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0977'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH0977'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LH0977
 LH0977                          STATION RECOVERY (2006)
 LH0977
 LH0977'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0998 ***********************************************************************
 LH0998  DESIGNATION -  B 426
 LH0998  PID         -  LH0998
 LH0998  STATE/COUNTY-  NE/DAWSON
 LH0998  COUNTRY     -  US
 LH0998  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0998
 LH0998                         *CURRENT SURVEY CONTROL
 LH0998  ______________________________________________________________________
 LH0998* NAD 83(1986) POSITION- 40 47 45.     (N) 099 49 23.     (W)   SCALED
 LH0998* NAVD 88 ORTHO HEIGHT -   740.281 (meters)     2428.74  (feet) ADJUSTED
 LH0998  ______________________________________________________________________
 LH0998  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 LH0998  DYNAMIC HEIGHT  -        739.845 (meters)     2427.31  (feet) COMP
 LH0998  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 LH0998
 LH0998  VERT ORDER      -  FIRST     CLASS II
 LH0998
 LH0998.The horizontal coordinates were scaled from a map and have
 LH0998.an estimated accuracy of +/- 6 seconds.
 LH0998
 LH0998.The orthometric height was determined by differential leveling and
 LH0998.adjusted by the NATIONAL GEODETIC SURVEY
 LH0998.in June 1991.
 LH0998
 LH0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0998.GEOID18 height accuracy estimate available here.
 LH0998
 LH0998.Click photographs - Photos may exist for this station.
 LH0998
 LH0998.The dynamic height is computed by dividing the NAVD 88
 LH0998.geopotential number by the normal gravity value computed on the
 LH0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0998.degrees latitude (g = 980.6199 gals.).
 LH0998
 LH0998.The modeled gravity was interpolated from observed gravity values.
 LH0998
 LH0998;                    North         East    Units  Estimated Accuracy
 LH0998;SPC NE       -   106,880.      514,930.      MT  (+/- 180 meters Scaled)
 LH0998
 LH0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML305164(NAD 83)
 LH0998
 LH0998                          SUPERSEDED SURVEY CONTROL
 LH0998
 LH0998  NGVD 29 (02/14/92)  739.998  (m)         2427.81   (f) ADJUSTED    1 2
 LH0998
 LH0998.Superseded values are not recommended for survey control.
 LH0998
 LH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0998.See file dsdata.pdf to determine how the superseded data were derived.
 LH0998
 LH0998_MARKER: I = METAL ROD
 LH0998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0998_STAMPING: B 426 1986
 LH0998_MARK LOGO: NGS
 LH0998_PROJECTION: FLUSH
 LH0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0998_ROD/PIPE-DEPTH: 15.5 meters
 LH0998
 LH0998  HISTORY     - Date     Condition        Report By
 LH0998  HISTORY     - 1986     MONUMENTED       NGS
 LH0998
 LH0998                          STATION DESCRIPTION
 LH0998
 LH0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0998'7.2 KM (4.5 MI) NW FROM LEXINGTON.
 LH0998'7.2 KM (4.45 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283
 LH0998'OVERPASS BRIDGE AT LEXINGTON, 0.49 KM (0.3 MI) SOUTHEAST OF MILEPOST
 LH0998'233, 27.6 METERS (90.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.8
 LH0998'METERS (42 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 LH0998'TRACKS OF THE UNION PACIFIC RAILROAD AND 2,3 METERS (7.7 FT) NORTHWEST
 LH0998'OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0998'5-INCH LOGO CAP.
 LH0998'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LH0998'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0347 ***********************************************************************
 MM0347  DESIGNATION -  B 427
 MM0347  PID         -  MM0347
 MM0347  STATE/COUNTY-  NE/LINCOLN
 MM0347  COUNTRY     -  US
 MM0347  USGS QUAD   -  MAXWELL (2017)
 MM0347
 MM0347                         *CURRENT SURVEY CONTROL
 MM0347  ______________________________________________________________________
 MM0347* NAD 83(1986) POSITION- 41 04 39.     (N) 100 31 08.     (W)   SCALED
 MM0347* NAVD 88 ORTHO HEIGHT -   827.565 (meters)     2715.10  (feet) ADJUSTED
 MM0347  ______________________________________________________________________
 MM0347  GEOID HEIGHT    -        -22.577 (meters)                     GEOID18
 MM0347  DYNAMIC HEIGHT  -        827.071 (meters)     2713.48  (feet) COMP
 MM0347  MODELED GRAVITY -    979,999.0   (mgal)                       NAVD 88
 MM0347
 MM0347  VERT ORDER      -  FIRST     CLASS II
 MM0347
 MM0347.The horizontal coordinates were scaled from a map and have
 MM0347.an estimated accuracy of +/- 6 seconds.
 MM0347
 MM0347.The orthometric height was determined by differential leveling and
 MM0347.adjusted by the NATIONAL GEODETIC SURVEY
 MM0347.in June 1991.
 MM0347
 MM0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0347.GEOID18 height accuracy estimate available here.
 MM0347
 MM0347.Click photographs - Photos may exist for this station.
 MM0347
 MM0347.The dynamic height is computed by dividing the NAVD 88
 MM0347.geopotential number by the normal gravity value computed on the
 MM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0347.degrees latitude (g = 980.6199 gals.).
 MM0347
 MM0347.The modeled gravity was interpolated from observed gravity values.
 MM0347
 MM0347;                    North         East    Units  Estimated Accuracy
 MM0347;SPC NE       -   138,270.      456,410.      MT  (+/- 180 meters Scaled)
 MM0347
 MM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL724484(NAD 83)
 MM0347
 MM0347                          SUPERSEDED SURVEY CONTROL
 MM0347
 MM0347  NGVD 29 (02/14/92)  827.219  (m)         2713.97   (f) ADJUSTED    1 2
 MM0347
 MM0347.Superseded values are not recommended for survey control.
 MM0347
 MM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0347.See file dsdata.pdf to determine how the superseded data were derived.
 MM0347
 MM0347_MARKER: DV = VERTICAL CONTROL DISK
 MM0347_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0347_SP_SET: BUILDING
 MM0347_STAMPING: B 427 1986
 MM0347_MARK LOGO: NGS
 MM0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0347+STABILITY: POSITION/ELEVATION WELL
 MM0347
 MM0347  HISTORY     - Date     Condition        Report By
 MM0347  HISTORY     - 1986     MONUMENTED       NGS
 MM0347
 MM0347                          STATION DESCRIPTION
 MM0347
 MM0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0347'IN MAXWELL.
 MM0347'IN MAXWELL, IN THE SOUTHWEST FACE OF THE EAST CORNER OF THE TWO STORY
 MM0347'BRICK MAXWELL PUBLIC SCHOOL, 21.9 METERS (72.5 FT) NORTHEAST OF THE
 MM0347'HIGHWAY CENTERLINE AND 9.7 METERS (32 FT) SOUTHWEST OF THE CENTER OF
 MM0347'THE EAST ENTRANCE.
 MM0347'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2119 ***********************************************************************
 MK2119  DESIGNATION -  B 428
 MK2119  PID         -  MK2119
 MK2119  STATE/COUNTY-  NE/DOUGLAS
 MK2119  COUNTRY     -  US
 MK2119  USGS QUAD   -  IRVINGTON (2017)
 MK2119
 MK2119                         *CURRENT SURVEY CONTROL
 MK2119  ______________________________________________________________________
 MK2119* NAD 83(1986) POSITION- 41 20 44.     (N) 096 00 16.     (W)   SCALED
 MK2119* NAVD 88 ORTHO HEIGHT -   333.461 (meters)     1094.03  (feet) ADJUSTED
 MK2119  ______________________________________________________________________
 MK2119  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 MK2119  DYNAMIC HEIGHT  -        333.312 (meters)     1093.54  (feet) COMP
 MK2119  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 MK2119
 MK2119  VERT ORDER      -  FIRST     CLASS II
 MK2119
 MK2119.The horizontal coordinates were scaled from a map and have
 MK2119.an estimated accuracy of +/- 6 seconds.
 MK2119
 MK2119.The orthometric height was determined by differential leveling and
 MK2119.adjusted by the NATIONAL GEODETIC SURVEY
 MK2119.in June 1991.
 MK2119
 MK2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2119.GEOID18 height accuracy estimate available here.
 MK2119
 MK2119.Click photographs - Photos may exist for this station.
 MK2119
 MK2119.The dynamic height is computed by dividing the NAVD 88
 MK2119.geopotential number by the normal gravity value computed on the
 MK2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2119.degrees latitude (g = 980.6199 gals.).
 MK2119
 MK2119.The modeled gravity was interpolated from observed gravity values.
 MK2119
 MK2119;                    North         East    Units  Estimated Accuracy
 MK2119;SPC NE       -   175,620.      834,170.      MT  (+/- 180 meters Scaled)
 MK2119
 MK2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL506814(NAD 83)
 MK2119
 MK2119                          SUPERSEDED SURVEY CONTROL
 MK2119
 MK2119.No superseded survey control is available for this station.
 MK2119
 MK2119_MARKER: I = METAL ROD
 MK2119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2119_STAMPING: B 428 1989
 MK2119_MARK LOGO: NGS
 MK2119_PROJECTION: FLUSH
 MK2119_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2119+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 MK2119_ROD/PIPE-DEPTH: 11.3 meters
 MK2119
 MK2119  HISTORY     - Date     Condition        Report By
 MK2119  HISTORY     - 1989     MONUMENTED       NGS
 MK2119  HISTORY     - 20070331 GOOD             INDIV
 MK2119  HISTORY     - 20110214 GOOD             INDIV
 MK2119
 MK2119                          STATION DESCRIPTION
 MK2119
 MK2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2119'IN OMAHA, AT THE INTERSECTION OF 60TH STREET AND GARVIN ROAD, 44.0 M
 MK2119'(144.4 FT) (SLOPE DISTANCE) SOUTH OF THE SOUTHEAST END OF THE STREET
 MK2119'OVERPASS OF INTERSTATE HIGHWAY 680, 26.8 M (87.9 FT) EAST OF THE
 MK2119'CENTERLINE OF THE STREET, 8.6 M (28.2 FT) SOUTH OF THE EXTENDED
 MK2119'CENTER OF THE ROAD, 1.6 M (5.2 FT) NORTH OF A FENCE CORNER, AND 1.0 M
 MK2119'(3.3 FT) BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO DATUM POINT
 MK2119'IS HAD THROUGH A 5-INCH LOGO CAP.
 MK2119
 MK2119                          STATION RECOVERY (2007)
 MK2119
 MK2119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TDD)
 MK2119'RECOVERED IN GOOD CONDITION.
 MK2119
 MK2119                          STATION RECOVERY (2011)
 MK2119
 MK2119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0576 ***********************************************************************
 NO0576  DESIGNATION -  B 431
 NO0576  PID         -  NO0576
 NO0576  STATE/COUNTY-  NE/CHERRY
 NO0576  COUNTRY     -  US
 NO0576  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0576
 NO0576                         *CURRENT SURVEY CONTROL
 NO0576  ______________________________________________________________________
 NO0576* NAD 83(1986) POSITION- 42 52 32.     (N) 100 32 23.     (W)   SCALED
 NO0576* NAVD 88 ORTHO HEIGHT -   784.162 (meters)     2572.70  (feet) ADJUSTED
 NO0576  ______________________________________________________________________
 NO0576  GEOID HEIGHT    -        -21.912 (meters)                     GEOID18
 NO0576  DYNAMIC HEIGHT  -        783.850 (meters)     2571.68  (feet) COMP
 NO0576  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 NO0576
 NO0576  VERT ORDER      -  FIRST     CLASS II
 NO0576
 NO0576.The horizontal coordinates were scaled from a map and have
 NO0576.an estimated accuracy of +/- 6 seconds.
 NO0576
 NO0576.The orthometric height was determined by differential leveling and
 NO0576.adjusted by the NATIONAL GEODETIC SURVEY
 NO0576.in June 1994.
 NO0576
 NO0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0576.GEOID18 height accuracy estimate available here.
 NO0576
 NO0576.Click photographs - Photos may exist for this station.
 NO0576
 NO0576.The dynamic height is computed by dividing the NAVD 88
 NO0576.geopotential number by the normal gravity value computed on the
 NO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0576.degrees latitude (g = 980.6199 gals.).
 NO0576
 NO0576.The modeled gravity was interpolated from observed gravity values.
 NO0576
 NO0576;                    North         East    Units  Estimated Accuracy
 NO0576;SPC NE       -   337,940.      455,910.      MT  (+/- 180 meters Scaled)
 NO0576
 NO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742481(NAD 83)
 NO0576
 NO0576                          SUPERSEDED SURVEY CONTROL
 NO0576
 NO0576.No superseded survey control is available for this station.
 NO0576
 NO0576_MARKER: I = METAL ROD
 NO0576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0576_STAMPING: B 431 1992
 NO0576_MARK LOGO: NGS
 NO0576_PROJECTION: FLUSH
 NO0576_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0576+STABILITY: POSITION/ELEVATION WELL
 NO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0576+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0576_ROD/PIPE-DEPTH: 11.9 meters
 NO0576_SLEEVE-DEPTH  : 7.9 meters
 NO0576
 NO0576  HISTORY     - Date     Condition        Report By
 NO0576  HISTORY     - 1991     MONUMENTED       NGS
 NO0576  HISTORY     - 19920723 GOOD             NGS
 NO0576
 NO0576                          STATION DESCRIPTION
 NO0576
 NO0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0576'IN VALENTINE, AT 431 NORTH GREEN STREET, 81.5 M (267.4 FT) SOUTH OF
 NO0576'THE SOUTHEAST CORNER OF THE VALENTINE RURAL HIGH SCHOOL AT 431 NORTH
 NO0576'GREEN STREET, 54.2 M (177.8 FT) WEST OF THE CENTERLINE OF NORTH GREEN
 NO0576'STREET, 28.3 M (92.8 FT) EAST OF A CHAIN-LINK FENCE CORNER, 0.9 M
 NO0576'(3.0 FT) NORTH OF THE FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 NO0576'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0576'CAP.
 NO0576
 NO0576                          STATION RECOVERY (1992)
 NO0576
 NO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0576'IN VALENTINE, AT THE INTERSECTION OF 3RD AND GREEN STREETS, 160.4 M
 NO0576'(526.2 FT) NORTH OF THE CENTER OF 3RD STREET, 54.0 M (177.2 FT) WEST
 NO0576'OF THE CENTERLINE OF GREEN STREET, 28.0 M (91.9 FT) SOUTH-SOUTHWEST
 NO0576'OF THE SOUTHEAST CORNER OF A PARKING LOT, AND 0.9 M (3.0 FT) NORTH OF
 NO0576'A CHAIN-LINK FENCE SURROUNDING THE BADGER MEMORIAL ATHLETIC FIELD AT
 NO0576'THE HIGH SCHOOL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0576'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0547 ***********************************************************************
 NO0547  DESIGNATION -  B 432
 NO0547  PID         -  NO0547
 NO0547  STATE/COUNTY-  NE/CHERRY
 NO0547  COUNTRY     -  US
 NO0547  USGS QUAD   -  SQUARE LAKE (2017)
 NO0547
 NO0547                         *CURRENT SURVEY CONTROL
 NO0547  ______________________________________________________________________
 NO0547* NAD 83(1986) POSITION- 42 28 02.     (N) 100 56 03.     (W)   SCALED
 NO0547* NAVD 88 ORTHO HEIGHT -   948.144 (meters)     3110.70  (feet) ADJUSTED
 NO0547  ______________________________________________________________________
 NO0547  GEOID HEIGHT    -        -20.656 (meters)                     GEOID18
 NO0547  DYNAMIC HEIGHT  -        947.704 (meters)     3109.26  (feet) COMP
 NO0547  MODELED GRAVITY -    980,124.8   (mgal)                       NAVD 88
 NO0547
 NO0547  VERT ORDER      -  FIRST     CLASS II
 NO0547
 NO0547.The horizontal coordinates were scaled from a map and have
 NO0547.an estimated accuracy of +/- 6 seconds.
 NO0547
 NO0547.The orthometric height was determined by differential leveling and
 NO0547.adjusted by the NATIONAL GEODETIC SURVEY
 NO0547.in June 1994.
 NO0547
 NO0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0547.GEOID18 height accuracy estimate available here.
 NO0547
 NO0547.Click photographs - Photos may exist for this station.
 NO0547
 NO0547.The dynamic height is computed by dividing the NAVD 88
 NO0547.geopotential number by the normal gravity value computed on the
 NO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0547.degrees latitude (g = 980.6199 gals.).
 NO0547
 NO0547.The modeled gravity was interpolated from observed gravity values.
 NO0547
 NO0547;                    North         East    Units  Estimated Accuracy
 NO0547;SPC NE       -   292,860.      423,190.      MT  (+/- 180 meters Scaled)
 NO0547
 NO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN409034(NAD 83)
 NO0547
 NO0547                          SUPERSEDED SURVEY CONTROL
 NO0547
 NO0547  NGVD 29 (02/14/92)  947.851  (m)         3109.74   (f) ADJUSTED    1 2
 NO0547
 NO0547.Superseded values are not recommended for survey control.
 NO0547
 NO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0547.See file dsdata.pdf to determine how the superseded data were derived.
 NO0547
 NO0547_MARKER: I = METAL ROD
 NO0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0547_STAMPING: B 432 1991
 NO0547_MARK LOGO: NGS
 NO0547_PROJECTION: FLUSH
 NO0547_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0547+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0547_ROD/PIPE-DEPTH: 18.0 meters
 NO0547
 NO0547  HISTORY     - Date     Condition        Report By
 NO0547  HISTORY     - 1991     MONUMENTED       NGS
 NO0547
 NO0547                          STATION DESCRIPTION
 NO0547
 NO0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0547'54.3 KM (33.75 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0547'OF STATE HIGHWAY 2 IN MULLEN, 20.7 M (67.9 FT) NORTHWEST OF THE
 NO0547'HIGHWAY CENTERLINE, 10.5 M (34.4 FT) NORTHEAST OF A BRACED FENCE
 NO0547'POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 NO0547'FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0547'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0567 ***********************************************************************
 NO0567  DESIGNATION -  B 433
 NO0567  PID         -  NO0567
 NO0567  STATE/COUNTY-  NE/CHERRY
 NO0567  COUNTRY     -  US
 NO0567  USGS QUAD   -  MULLEN NE (2017)
 NO0567
 NO0567                         *CURRENT SURVEY CONTROL
 NO0567  ______________________________________________________________________
 NO0567* NAD 83(1986) POSITION- 42 08 01.     (N) 101 02 05.     (W)   SCALED
 NO0567* NAVD 88 ORTHO HEIGHT -   987.541 (meters)     3239.96  (feet) ADJUSTED
 NO0567  ______________________________________________________________________
 NO0567  GEOID HEIGHT    -        -20.676 (meters)                     GEOID18
 NO0567  DYNAMIC HEIGHT  -        987.023 (meters)     3238.26  (feet) COMP
 NO0567  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 NO0567
 NO0567  VERT ORDER      -  FIRST     CLASS II
 NO0567
 NO0567.The horizontal coordinates were scaled from a map and have
 NO0567.an estimated accuracy of +/- 6 seconds.
 NO0567
 NO0567.The orthometric height was determined by differential leveling and
 NO0567.adjusted by the NATIONAL GEODETIC SURVEY
 NO0567.in June 1994.
 NO0567
 NO0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0567.GEOID18 height accuracy estimate available here.
 NO0567
 NO0567.Click photographs - Photos may exist for this station.
 NO0567
 NO0567.The dynamic height is computed by dividing the NAVD 88
 NO0567.geopotential number by the normal gravity value computed on the
 NO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0567.degrees latitude (g = 980.6199 gals.).
 NO0567
 NO0567.The modeled gravity was interpolated from observed gravity values.
 NO0567
 NO0567;                    North         East    Units  Estimated Accuracy
 NO0567;SPC NE       -   255,910.      414,480.      MT  (+/- 180 meters Scaled)
 NO0567
 NO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM318666(NAD 83)
 NO0567
 NO0567                          SUPERSEDED SURVEY CONTROL
 NO0567
 NO0567  NGVD 29 (02/14/92)  987.223  (m)         3238.91   (f) ADJUSTED    1 2
 NO0567
 NO0567.Superseded values are not recommended for survey control.
 NO0567
 NO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0567.See file dsdata.pdf to determine how the superseded data were derived.
 NO0567
 NO0567_MARKER: I = METAL ROD
 NO0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0567_STAMPING: B 433 1991
 NO0567_MARK LOGO: NGS
 NO0567_PROJECTION: FLUSH
 NO0567_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0567+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0567_ROD/PIPE-DEPTH: 11.3 meters
 NO0567
 NO0567  HISTORY     - Date     Condition        Report By
 NO0567  HISTORY     - 1991     MONUMENTED       NGS
 NO0567
 NO0567                          STATION DESCRIPTION
 NO0567
 NO0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0567'10.4 KM (6.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0567'OF STATE HIGHWAY 2 IN MULLEN, 32.0 M (105.0 FT) NORTH OF THE CENTER
 NO0567'OF A PAVED ROAD, 31.6 M (103.7 FT) SOUTH OF UTILITY POLE NUMBER 212
 NO0567'15 01, 22.0 M (72.2 FT) NORTH OF A FENCE CORNER, 19.7 M (64.6 FT)
 NO0567'WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NO0567'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 NO0567'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0529 ***********************************************************************
 MM0529  DESIGNATION -  B 434
 MM0529  PID         -  MM0529
 MM0529  STATE/COUNTY-  NE/MCPHERSON
 MM0529  COUNTRY     -  US
 MM0529  USGS QUAD   -  TRYON NW (2017)
 MM0529
 MM0529                         *CURRENT SURVEY CONTROL
 MM0529  ______________________________________________________________________
 MM0529* NAD 83(1986) POSITION- 41 40 43.84   (N) 100 57 43.06   (W)   HD_HELD1
 MM0529* NAVD 88 ORTHO HEIGHT -  1031.407 (meters)     3383.87  (feet) ADJUSTED
 MM0529  ______________________________________________________________________
 MM0529  GEOID HEIGHT    -        -21.279 (meters)                     GEOID18
 MM0529  DYNAMIC HEIGHT  -       1030.811 (meters)     3381.92  (feet) COMP
 MM0529  MODELED GRAVITY -    980,010.0   (mgal)                       NAVD 88
 MM0529
 MM0529  VERT ORDER      -  FIRST     CLASS II
 MM0529
 MM0529.The horizontal coordinates were determined by differentially corrected
 MM0529.hand held GPS observations or other comparable positioning techniques
 MM0529.and have an estimated accuracy of +/- 3 meters.
 MM0529
 MM0529.The orthometric height was determined by differential leveling and
 MM0529.adjusted by the NATIONAL GEODETIC SURVEY
 MM0529.in June 1994.
 MM0529
 MM0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0529.GEOID18 height accuracy estimate available here.
 MM0529
 MM0529.Click photographs - Photos may exist for this station.
 MM0529
 MM0529.The dynamic height is computed by dividing the NAVD 88
 MM0529.geopotential number by the normal gravity value computed on the
 MM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0529.degrees latitude (g = 980.6199 gals.).
 MM0529
 MM0529.The modeled gravity was interpolated from observed gravity values.
 MM0529
 MM0529;                    North         East    Units  Estimated Accuracy
 MM0529;SPC NE       -   205,344.2     419,929.9     MT  (+/- 3 meters HH1 GPS) 
 MM0529
 MM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3669615979(NAD 83)
 MM0529
 MM0529                          SUPERSEDED SURVEY CONTROL
 MM0529
 MM0529  NGVD 29 (02/14/92) 1031.046  (m)         3382.69   (f) ADJUSTED    1 2
 MM0529
 MM0529.Superseded values are not recommended for survey control.
 MM0529
 MM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0529.See file dsdata.pdf to determine how the superseded data were derived.
 MM0529
 MM0529_MARKER: I = METAL ROD
 MM0529_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0529_STAMPING: B 434 1991
 MM0529_MARK LOGO: NGS
 MM0529_PROJECTION: FLUSH
 MM0529_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0529+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0529_ROD/PIPE-DEPTH: 29.0 meters
 MM0529_SLEEVE-DEPTH  : 0.9 meters
 MM0529
 MM0529  HISTORY     - Date     Condition        Report By
 MM0529  HISTORY     - 1991     MONUMENTED       NGS
 MM0529  HISTORY     - 20150609 GOOD             NEGS
 MM0529
 MM0529                          STATION DESCRIPTION
 MM0529
 MM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0529'14.3 KM (8.90 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0529'COURTHOUSE IN TRYON, 14.7 M (48.2 FT) EAST OF AND LEVEL WITH THE
 MM0529'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTH OF A T-FENCE CORNER, AND 0.3
 MM0529'M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 MM0529'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 MM0529'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 MM0529
 MM0529                          STATION RECOVERY (2015)
 MM0529
 MM0529'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0529'RECOVERED AS DESCRIBED
 MM0529'NEAR MILE POST 39+94 OF STATE HIGHWAY 97
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1437 ***********************************************************************
 LH1437  DESIGNATION -  B 435
 LH1437  PID         -  LH1437
 LH1437  STATE/COUNTY-  NE/BUFFALO
 LH1437  COUNTRY     -  US
 LH1437  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1437
 LH1437                         *CURRENT SURVEY CONTROL
 LH1437  ______________________________________________________________________
 LH1437* NAD 83(1986) POSITION- 40 43 19.     (N) 099 24 44.     (W)   SCALED
 LH1437* NAVD 88 ORTHO HEIGHT -   691.153 (meters)     2267.56  (feet) ADJUSTED
 LH1437  ______________________________________________________________________
 LH1437  GEOID HEIGHT    -        -24.279 (meters)                     GEOID18
 LH1437  DYNAMIC HEIGHT  -        690.745 (meters)     2266.22  (feet) COMP
 LH1437  MODELED GRAVITY -    980,012.2   (mgal)                       NAVD 88
 LH1437
 LH1437  VERT ORDER      -  FIRST     CLASS II
 LH1437
 LH1437.The horizontal coordinates were scaled from a map and have
 LH1437.an estimated accuracy of +/- 6 seconds.
 LH1437
 LH1437.The orthometric height was determined by differential leveling and
 LH1437.adjusted by the NATIONAL GEODETIC SURVEY
 LH1437.in May 1993.
 LH1437
 LH1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1437.GEOID18 height accuracy estimate available here.
 LH1437
 LH1437.Click photographs - Photos may exist for this station.
 LH1437
 LH1437.The dynamic height is computed by dividing the NAVD 88
 LH1437.geopotential number by the normal gravity value computed on the
 LH1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1437.degrees latitude (g = 980.6199 gals.).
 LH1437
 LH1437.The modeled gravity was interpolated from observed gravity values.
 LH1437
 LH1437;                    North         East    Units  Estimated Accuracy
 LH1437;SPC NE       -    98,830.      549,650.      MT  (+/- 180 meters Scaled)
 LH1437
 LH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML651079(NAD 83)
 LH1437
 LH1437                          SUPERSEDED SURVEY CONTROL
 LH1437
 LH1437  NGVD 29 (02/14/92)  690.886  (m)         2266.68   (f) ADJUSTED    1 2
 LH1437
 LH1437.Superseded values are not recommended for survey control.
 LH1437
 LH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1437.See file dsdata.pdf to determine how the superseded data were derived.
 LH1437
 LH1437_MARKER: I = METAL ROD
 LH1437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1437_STAMPING: B 435 1991
 LH1437_MARK LOGO: NGS
 LH1437_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1437_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1437+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1437_ROD/PIPE-DEPTH: 9.6 meters
 LH1437
 LH1437  HISTORY     - Date     Condition        Report By
 LH1437  HISTORY     - 1991     MONUMENTED       NGS
 LH1437
 LH1437                          STATION DESCRIPTION
 LH1437
 LH1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1437'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1437'U.S. HIGHWAY 183 IN ELM CREEK, 29.5 M (96.8 FT) SOUTH OF THE
 LH1437'CENTERLINE OF THE HIGHWAY, 17.8 M (58.4 FT) WEST-NORTHWEST OF THE
 LH1437'CENTER OF A GRAVELED ROAD, 12.8 M (42.0 FT) NORTH OF THE NEAR RAIL OF
 LH1437'THE UNION PACIFIC RAILROAD, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE
 LH1437'HIGHWAY, 1.8 M (5.9 FT) WEST OF A UTILITY POLE, AND 0.5 M (1.6 FT)
 LH1437'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1437'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1463 ***********************************************************************
 LH1463  CBN         -  This is a Cooperative Base Network Control Station.
 LH1463  DESIGNATION -  B 436
 LH1463  PID         -  LH1463
 LH1463  STATE/COUNTY-  NE/HALL
 LH1463  COUNTRY     -  US
 LH1463  USGS QUAD   -  ALDA (2017)
 LH1463
 LH1463                         *CURRENT SURVEY CONTROL
 LH1463  ______________________________________________________________________
 LH1463* NAD 83(2011) POSITION- 40 50 39.96014(N) 098 22 44.36951(W)   ADJUSTED
 LH1463* NAD 83(2011) ELLIP HT-   546.493 (meters)        (06/27/12)   ADJUSTED
 LH1463* NAD 83(2011) EPOCH   -  2010.00
 LH1463* NAVD 88 ORTHO HEIGHT -   571.551 (meters)     1875.16  (feet) ADJUSTED
 LH1463  ______________________________________________________________________
 LH1463  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 LH1463  NAD 83(2011) X  -   -704,167.169 (meters)                     COMP
 LH1463  NAD 83(2011) Y  - -4,780,739.811 (meters)                     COMP
 LH1463  NAD 83(2011) Z  -  4,149,726.841 (meters)                     COMP
 LH1463  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 LH1463  DYNAMIC HEIGHT  -        571.247 (meters)     1874.17  (feet) COMP
 LH1463  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 LH1463
 LH1463  VERT ORDER      -  FIRST     CLASS II
 LH1463
 LH1463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1463  Standards:
 LH1463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1463  -------------------------------------------------------------------
 LH1463  NETWORK    0.42   1.14           0.20   0.13   0.58     -0.03828052
 LH1463  -------------------------------------------------------------------
 LH1463  Click here for local accuracies and other accuracy information.
 LH1463
 LH1463.The horizontal coordinates were established by GPS observations
 LH1463.and adjusted by the National Geodetic Survey in June 2012.
 LH1463
 LH1463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1463.been affixed to the stable North American tectonic plate. See 
 LH1463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1463
 LH1463.The horizontal coordinates are valid at the epoch date displayed above
 LH1463.which is a decimal equivalence of Year/Month/Day.
 LH1463
 LH1463.The orthometric height was determined by differential leveling and
 LH1463.adjusted by the NATIONAL GEODETIC SURVEY
 LH1463.in May 1993.
 LH1463
 LH1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1463.GEOID18 height accuracy estimate available here.
 LH1463
 LH1463.Click photographs - Photos may exist for this station.
 LH1463
 LH1463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1463
 LH1463.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1463
 LH1463.The ellipsoidal height was determined by GPS observations
 LH1463.and is referenced to NAD 83.
 LH1463
 LH1463.The dynamic height is computed by dividing the NAVD 88
 LH1463.geopotential number by the normal gravity value computed on the
 LH1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1463.degrees latitude (g = 980.6199 gals.).
 LH1463
 LH1463.The modeled gravity was interpolated from observed gravity values.
 LH1463
 LH1463. The following values were computed from the NAD 83(2011) position.
 LH1463
 LH1463;                    North         East     Units Scale Factor Converg.
 LH1463;SPC NE       -   113,541.010   636,658.374   MT  0.99972473   +1 04 27.3
 LH1463;SPC NE       -   372,509.13  2,088,770.02   sFT  0.99972473   +1 04 27.3
 LH1463;UTM  14      - 4,521,673.473   552,350.519   MT  0.99963373   +0 24 22.2
 LH1463
 LH1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1463!SPC NE       -   0.99991428  x   0.99972473  =   0.99963904
 LH1463!UTM  14      -   0.99991428  x   0.99963373  =   0.99954804
 LH1463
 LH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5235021673(NAD 83)
 LH1463
 LH1463                          SUPERSEDED SURVEY CONTROL
 LH1463
 LH1463  NAD 83(2007)-  40 50 39.96008(N)    098 22 44.37018(W) AD(2002.00) 0
 LH1463  ELLIP H (02/10/07)  546.516  (m)                       GP(2002.00)    
 LH1463  ELLIP H (07/10/01)  546.465  (m)                       GP(       ) 4 1
 LH1463  NAD 83(1995)-  40 50 39.95982(N)    098 22 44.36968(W) AD(       ) B
 LH1463  ELLIP H (06/25/96)  546.560  (m)                       GP(       ) 1 1
 LH1463  NAVD 88             571.55   (m)         1875.2    (f) LEVELING    3  
 LH1463  NGVD 29 (02/14/92)  571.306  (m)         1874.36   (f) ADJUSTED    1 2
 LH1463
 LH1463.Superseded values are not recommended for survey control.
 LH1463
 LH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1463.See file dsdata.pdf to determine how the superseded data were derived.
 LH1463
 LH1463_MARKER: F = FLANGE-ENCASED ROD
 LH1463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1463_STAMPING: B 436 1991
 LH1463_MARK LOGO: NGS
 LH1463_PROJECTION: FLUSH
 LH1463_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1463+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 LH1463_ROD/PIPE-DEPTH: 7.8 meters
 LH1463_SLEEVE-DEPTH  : 0.9 meters
 LH1463
 LH1463  HISTORY     - Date     Condition        Report By
 LH1463  HISTORY     - 1991     MONUMENTED       NGS
 LH1463  HISTORY     - 19950511 GOOD             NGS
 LH1463  HISTORY     - 20000605 GOOD             NEDR
 LH1463  HISTORY     - 20060511 GOOD             USGS
 LH1463  HISTORY     - 20150406 GOOD             INDIV
 LH1463  HISTORY     - 20190813 GOOD             NE-109
 LH1463
 LH1463                          STATION DESCRIPTION
 LH1463
 LH1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1463'7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1463'OF U.S. HIGHWAY 30 IN GRAND ISLAND, 30.2 M (99.1 FT) WEST OF THE
 LH1463'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.2 M (43.3 FT)
 LH1463'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.4 M (11.2 FT)
 LH1463'SOUTH-SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHEAST OF A
 LH1463'WITNESS POST, AND 0.4 M (1.3 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 LH1463'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LH1463'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LH1463
 LH1463                          STATION RECOVERY (1995)
 LH1463
 LH1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1463'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF GRAND ISLAND, 1.75
 LH1463'MI (2.82 KM) NORTH OF INTERSTATE HIGHWAY 80, ON THE WEST RIGHT-OF-WAY
 LH1463'OF U.S. HIGHWAY 281, AT THE INTERSECTION WITH GUENTER ROAD AND IN THE
 LH1463'NORTHEAST CORNER OF SEC13, T10N, R10W.  TO REACH THE MARK FROM WHERE
 LH1463'U.S. HIGHWAY 281 CROSSES OVER INTERSTATE HIGHWAY 80, ABOUT 6.5 MI
 LH1463'(10.5 KM) SOUTH OF GRAND ISLAND, GO NORTH ON HIGHWAY 281 FOR 1.70 MI
 LH1463'(2.74 KM) TO GUENTER ROAD, WHICH IS GRAVELED ON THE RIGHT AND PAVED ON
 LH1463'THE LEFT, AND THE MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE
 LH1463'SOUTHBOUND LANES OF HIGHWAY 281 AND GUENTER ROAD.  THE MARK IS A
 LH1463'STAINLESS STEEL ROD WITH A GREASE FILLED SLEEVE SET WITHIN A 5-INCH
 LH1463'PVC PIPE WITH A LOGO CAP THAT IS FLUSH.  IT IS 99.5 FT (30.3 M) WEST
 LH1463'FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 44.5 FT
 LH1463'(13.6 M) SOUTH OF THE CENTERLINE OF GUENTER ROAD, 56.8 FT (17.3 M)
 LH1463'WEST-NORTHWEST OF THE CENTER OF THE TOP OF A FLARED-END, TUBULAR
 LH1463'CONCRETE CULVERT UNDER THE HIGHWAY, 11.2 FT (3.4 M) SOUTH-SOUTHWEST
 LH1463'FROM A GUYED UTILITY POLE, 13.7 FT (4.2 M) SOUTH FROM A NATURAL GAS
 LH1463'REGULATOR, 1.5 FT (0.5 M) NORTHEAST FROM A FIBERGLASS WITNESS POST AND
 LH1463'1.0 FT (0.3 M) EAST FROM A FENCE.
 LH1463
 LH1463                          STATION RECOVERY (2000)
 LH1463
 LH1463'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1463'RECOVERED AS DESCRIBED.
 LH1463
 LH1463                          STATION RECOVERY (2006)
 LH1463
 LH1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH1463'RECOVERED IN GOOD CONDITION.
 LH1463
 LH1463                          STATION RECOVERY (2015)
 LH1463
 LH1463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PS)
 LH1463'RECOVERED AS DESCRIBED
 LH1463
 LH1463                          STATION RECOVERY (2019)
 LH1463
 LH1463'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1463'4.0 FT (1.2 M) EAST OF A FENCE LINE, 3.5 FT (1.1 M) SOUTH OF A
 LH1463'CONTROLLED ACCESS HIGHWAY SIGN POST, 11.0 FT (3.4 M) SOUTH OF A POWER
 LH1463'POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1258 ***********************************************************************
 LG1258  DESIGNATION -  B 437
 LG1258  PID         -  LG1258
 LG1258  STATE/COUNTY-  NE/CLAY
 LG1258  COUNTRY     -  US
 LG1258  USGS QUAD   -  SARONVILLE (2017)
 LG1258
 LG1258                         *CURRENT SURVEY CONTROL
 LG1258  ______________________________________________________________________
 LG1258* NAD 83(1986) POSITION- 40 34 56.82   (N) 097 56 58.44   (W)   HD_HELD1
 LG1258* NAVD 88 ORTHO HEIGHT -   522.334 (meters)     1713.69  (feet) ADJUSTED
 LG1258  ______________________________________________________________________
 LG1258  GEOID HEIGHT    -        -26.021 (meters)                     GEOID18
 LG1258  DYNAMIC HEIGHT  -        522.044 (meters)     1712.74  (feet) COMP
 LG1258  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 LG1258
 LG1258  VERT ORDER      -  FIRST     CLASS II
 LG1258
 LG1258.The horizontal coordinates were determined by differentially corrected
 LG1258.hand held GPS observations or other comparable positioning techniques
 LG1258.and have an estimated accuracy of +/- 3 meters.
 LG1258
 LG1258.The orthometric height was determined by differential leveling and
 LG1258.adjusted by the NATIONAL GEODETIC SURVEY
 LG1258.in May 1993.
 LG1258
 LG1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1258.GEOID18 height accuracy estimate available here.
 LG1258
 LG1258.Click photographs - Photos may exist for this station.
 LG1258
 LG1258.The dynamic height is computed by dividing the NAVD 88
 LG1258.geopotential number by the normal gravity value computed on the
 LG1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1258.degrees latitude (g = 980.6199 gals.).
 LG1258
 LG1258.The modeled gravity was interpolated from observed gravity values.
 LG1258
 LG1258;                    North         East    Units  Estimated Accuracy
 LG1258;SPC NE       -    85,232.2     673,544.5     MT  (+/- 3 meters HH1 GPS) 
 LG1258
 LG1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8889892936(NAD 83)
 LG1258
 LG1258                          SUPERSEDED SURVEY CONTROL
 LG1258
 LG1258.No superseded survey control is available for this station.
 LG1258
 LG1258_MARKER: F = FLANGE-ENCASED ROD
 LG1258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1258_STAMPING: B 437 1991
 LG1258_MARK LOGO: NGS
 LG1258_PROJECTION: PROJECTING 4 CENTIMETERS
 LG1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1258+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LG1258_ROD/PIPE-DEPTH: 12.1 meters
 LG1258
 LG1258  HISTORY     - Date     Condition        Report By
 LG1258  HISTORY     - 1991     MONUMENTED       NGS
 LG1258  HISTORY     - 20200728 GOOD             WSRR
 LG1258
 LG1258                          STATION DESCRIPTION
 LG1258
 LG1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1258'32.4 KM (20.15 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1258'OF U.S. HIGHWAY 81 IN FAIRMONT, 20.4 M (66.9 FT) SOUTH OF AND LEVEL
 LG1258'WITH THE CENTERLINE OF THE HIGHWAY, 12.7 M (41.7 FT) SOUTHWEST OF THE
 LG1258'CENTER OF AN ENTRANCE ROAD TO A ROADSIDE PARK, 3.6 M (11.8 FT)
 LG1258'SOUTHEAST OF A RIGHT-OF-WAY MARKER AND A FENCE CORNER, AND 0.4 M (1.3
 LG1258'FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LG1258'POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1258
 LG1258                          STATION RECOVERY (2020)
 LG1258
 LG1258'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG1258'THE STATION IS JUST EAST OF MM 236 ON US 6.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1290 ***********************************************************************
 LG1290  DESIGNATION -  B 438
 LG1290  PID         -  LG1290
 LG1290  STATE/COUNTY-  NE/SALINE
 LG1290  COUNTRY     -  US
 LG1290  USGS QUAD   -  DORCHESTER (2017)
 LG1290
 LG1290                         *CURRENT SURVEY CONTROL
 LG1290  ______________________________________________________________________
 LG1290* NAD 83(1986) POSITION- 40 38 19.     (N) 097 05 02.     (W)   SCALED
 LG1290* NAVD 88 ORTHO HEIGHT -   444.394 (meters)     1457.98  (feet) ADJUSTED
 LG1290  ______________________________________________________________________
 LG1290  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 LG1290  DYNAMIC HEIGHT  -        444.149 (meters)     1457.18  (feet) COMP
 LG1290  MODELED GRAVITY -    980,060.5   (mgal)                       NAVD 88
 LG1290
 LG1290  VERT ORDER      -  FIRST     CLASS II
 LG1290
 LG1290.The horizontal coordinates were scaled from a map and have
 LG1290.an estimated accuracy of +/- 6 seconds.
 LG1290
 LG1290.The orthometric height was determined by differential leveling and
 LG1290.adjusted by the NATIONAL GEODETIC SURVEY
 LG1290.in May 1993.
 LG1290
 LG1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1290.GEOID18 height accuracy estimate available here.
 LG1290
 LG1290.Click photographs - Photos may exist for this station.
 LG1290
 LG1290.The dynamic height is computed by dividing the NAVD 88
 LG1290.geopotential number by the normal gravity value computed on the
 LG1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1290.degrees latitude (g = 980.6199 gals.).
 LG1290
 LG1290.The modeled gravity was interpolated from observed gravity values.
 LG1290
 LG1290;                    North         East    Units  Estimated Accuracy
 LG1290;SPC NE       -    93,570.      746,580.      MT  (+/- 180 meters Scaled)
 LG1290
 LG1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL620004(NAD 83)
 LG1290
 LG1290                          SUPERSEDED SURVEY CONTROL
 LG1290
 LG1290.No superseded survey control is available for this station.
 LG1290
 LG1290_MARKER: F = FLANGE-ENCASED ROD
 LG1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1290_STAMPING: B 438 1991
 LG1290_MARK LOGO: NGS
 LG1290_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1290+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2020
 LG1290_ROD/PIPE-DEPTH: 6.3 meters
 LG1290
 LG1290  HISTORY     - Date     Condition        Report By
 LG1290  HISTORY     - 1991     MONUMENTED       NGS
 LG1290  HISTORY     - 20200305 GOOD             NEGS
 LG1290
 LG1290                          STATION DESCRIPTION
 LG1290
 LG1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1290'10.9 KM (6.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1290'IN CRETE, 26.3 M (86.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1290'22.1 M (72.5 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG1290'RAILROAD, 15.4 M (50.5 FT) EAST OF THE CENTER OF COUNTY ROAD 1600,
 LG1290'2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH
 LG1290'OF A UTILITY POLE, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 LG1290'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1290
 LG1290                          STATION RECOVERY (2020)
 LG1290
 LG1290'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1290'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND WASHINGTON AVENUE
 LG1290'IN DORCHESTER NE., GO EAST ON NE. HIGHWAY 33 FOR 1.5 MI (2.4 KM) TO
 LG1290'CO. ROAD 1600.  THE MARK IS IN THE NORTHEAST CORNER OF THE
 LG1290'INTERSECTION AT MILE POST 4.37.  THE MARK IS NOW 1.3 FT (0.4 M) DEEP
 LG1290'AND IS AT THE SOUTHEAST EDGE OF THE TOE OF THE SLOPE OF A NEW RAILROAD
 LG1290'PARKING AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9332 ***********************************************************************
 AI9332  DESIGNATION -  B 439 RESET
 AI9332  PID         -  AI9332
 AI9332  STATE/COUNTY-  NE/LANCASTER
 AI9332  COUNTRY     -  US
 AI9332  USGS QUAD   -  BENNET (2017)
 AI9332
 AI9332                         *CURRENT SURVEY CONTROL
 AI9332  ______________________________________________________________________
 AI9332* NAD 83(1986) POSITION- 40 44 36.4    (N) 096 37 11.6    (W)   HD_HELD2
 AI9332* NAVD 88 ORTHO HEIGHT -   397.65  (meters)     1304.6   (feet) RESET
 AI9332  ______________________________________________________________________
 AI9332  GEOID HEIGHT    -        -25.861 (meters)                     GEOID18
 AI9332  VERT ORDER      -  THIRD
 AI9332
 AI9332.The horizontal coordinates were established by autonomous hand held GPS
 AI9332.observations and have an estimated accuracy of +/- 10 meters.
 AI9332
 AI9332.The orthometric height was computed from unverified reset data.
 AI9332
 AI9332.No vertical observational check was made to the station.
 AI9332
 AI9332.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9332.GEOID18 height accuracy estimate available here.
 AI9332
 AI9332.Click photographs - Photos may exist for this station.
 AI9332
 AI9332;                    North         East    Units  Estimated Accuracy
 AI9332;SPC NE       -   106,626.      785,341.      MT  (+/- 10 meters HH2 GPS)
 AI9332
 AI9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0095313002(NAD 83)
 AI9332
 AI9332                          SUPERSEDED SURVEY CONTROL
 AI9332
 AI9332.No superseded survey control is available for this station.
 AI9332
 AI9332_MARKER: DV = VERTICAL CONTROL DISK
 AI9332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI9332_SP_SET: BOX CULVERT HEADWALL
 AI9332_STAMPING: B 439 RESET 2000
 AI9332_MARK LOGO: NEDR
 AI9332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9332+STABILITY: SURFACE MOTION
 AI9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9332+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9332
 AI9332  HISTORY     - Date     Condition        Report By
 AI9332  HISTORY     - 2000     MONUMENTED       NEDR
 AI9332  HISTORY     - 20070813 GOOD             GEOCAC
 AI9332
 AI9332                          STATION DESCRIPTION
 AI9332
 AI9332'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (TWR)
 AI9332'THE MARK IS LOCATED IN THE SOUTHEAST PART OF LINCOLN, SET INTO THE TOP
 AI9332'OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A LARGE CULVERT
 AI9332'UNDER NEBRASKA HIGHWAY 2.  TO REACH THE MARK FROM THE INTERSECTION OF
 AI9332'SOUTH 70TH STREET AND STATE HIGHWAY 2, GO SOUTHEAST ON HIGHWAY 2 FOR
 AI9332'0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, IN THE SOUTHEAST END OF THE
 AI9332'NORTHEAST HEADWALL OF A 2.5 M (8.2 FT) BY 7.0 M (23.0 FT) CONCRETE BOX
 AI9332'CULVERT UNDER THE HIGHWAY.  IT IS A 3-INCH DIAMETER BRASS DISK OF THE
 AI9332'NEBRASKA DEPARTMENT OF ROADS, THAT IS 12.7 M (41.7 FT) NORTHEAST OF
 AI9332'THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 AI9332'WEST OF A METAL REFLECTOR POST AND IS ABOUT 1.0 M (3.3 FT) BELOW THE
 AI9332'HIGHWAY SURFACE.
 AI9332
 AI9332                          STATION RECOVERY (2007)
 AI9332
 AI9332'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 AI9332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1516 ***********************************************************************
 LF1516  DESIGNATION -  B 440
 LF1516  PID         -  LF1516
 LF1516  STATE/COUNTY-  NE/OTOE
 LF1516  COUNTRY     -  US
 LF1516  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1516
 LF1516                         *CURRENT SURVEY CONTROL
 LF1516  ______________________________________________________________________
 LF1516* NAD 83(1986) POSITION- 40 40 05.     (N) 095 58 43.     (W)   SCALED
 LF1516* NAVD 88 ORTHO HEIGHT -   333.208 (meters)     1093.20  (feet) ADJUSTED
 LF1516  ______________________________________________________________________
 LF1516  GEOID HEIGHT    -        -28.655 (meters)                     GEOID18
 LF1516  DYNAMIC HEIGHT  -        333.031 (meters)     1092.62  (feet) COMP
 LF1516  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 LF1516
 LF1516  VERT ORDER      -  FIRST     CLASS II
 LF1516
 LF1516.The horizontal coordinates were scaled from a map and have
 LF1516.an estimated accuracy of +/- 6 seconds.
 LF1516
 LF1516.The orthometric height was determined by differential leveling and
 LF1516.adjusted by the NATIONAL GEODETIC SURVEY
 LF1516.in May 1993.
 LF1516
 LF1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1516.GEOID18 height accuracy estimate available here.
 LF1516
 LF1516.Click photographs - Photos may exist for this station.
 LF1516
 LF1516.The dynamic height is computed by dividing the NAVD 88
 LF1516.geopotential number by the normal gravity value computed on the
 LF1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1516.degrees latitude (g = 980.6199 gals.).
 LF1516
 LF1516.The modeled gravity was interpolated from observed gravity values.
 LF1516
 LF1516;                    North         East    Units  Estimated Accuracy
 LF1516;SPC NE       -   100,580.      839,830.      MT  (+/- 180 meters Scaled)
 LF1516
 LF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF482061(NAD 83)
 LF1516
 LF1516                          SUPERSEDED SURVEY CONTROL
 LF1516
 LF1516.No superseded survey control is available for this station.
 LF1516
 LF1516_MARKER: F = FLANGE-ENCASED ROD
 LF1516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1516_STAMPING: B 440 1991
 LF1516_MARK LOGO: NGS
 LF1516_PROJECTION: FLUSH
 LF1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1516+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1516_ROD/PIPE-DEPTH: 9.9 meters
 LF1516
 LF1516  HISTORY     - Date     Condition        Report By
 LF1516  HISTORY     - 1991     MONUMENTED       NGS
 LF1516  HISTORY     - 20060117 GOOD             GEOCAC
 LF1516  HISTORY     - 20200921 GOOD             NEGS
 LF1516
 LF1516                          STATION DESCRIPTION
 LF1516
 LF1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1516'10.4 KM (6.45 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1516'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 24.4 M (80.1
 LF1516'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) EAST OF
 LF1516'THE CENTER OF A TRACK ROAD, 7.0 M (23.0 FT) WEST OF AN UNDERGROUND
 LF1516'CABLE JUNCTION BOX, 6.6 M (21.7 FT) EAST OF A UTILITY POLE AND FENCE
 LF1516'CORNER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 LF1516'SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LF1516'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1516
 LF1516                          STATION RECOVERY (2006)
 LF1516
 LF1516'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1516'ON THE NORTH SIDE OF CR-I (OLD SH-2) ABOUT 0.4 KM WEST OF CR-52.
 LF1516
 LF1516                          STATION RECOVERY (2020)
 LF1516
 LF1516'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1516'TREES ARE NOW OBSCURING THE AREA TO THE NORTH AND NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1390 ***********************************************************************
 LG1390  DESIGNATION -  B 441
 LG1390  PID         -  LG1390
 LG1390  STATE/COUNTY-  NE/LANCASTER
 LG1390  COUNTRY     -  US
 LG1390  USGS QUAD   -  WALTON (2017)
 LG1390
 LG1390                         *CURRENT SURVEY CONTROL
 LG1390  ______________________________________________________________________
 LG1390* NAD 83(1986) POSITION- 40 46 27.4    (N) 096 36 22.7    (W)   HD_HELD2
 LG1390* NAVD 88 ORTHO HEIGHT -   415.033 (meters)     1361.65  (feet) ADJUSTED
 LG1390  ______________________________________________________________________
 LG1390  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 LG1390  DYNAMIC HEIGHT  -        414.856 (meters)     1361.07  (feet) COMP
 LG1390  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 LG1390
 LG1390  VERT ORDER      -  FIRST     CLASS II
 LG1390
 LG1390.The horizontal coordinates were established by autonomous hand held GPS
 LG1390.observations and have an estimated accuracy of +/- 10 meters.
 LG1390
 LG1390.The orthometric height was determined by differential leveling and
 LG1390.adjusted by the NATIONAL GEODETIC SURVEY
 LG1390.in May 1993.
 LG1390
 LG1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1390.GEOID18 height accuracy estimate available here.
 LG1390
 LG1390.Click photographs - Photos may exist for this station.
 LG1390
 LG1390.The dynamic height is computed by dividing the NAVD 88
 LG1390.geopotential number by the normal gravity value computed on the
 LG1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1390.degrees latitude (g = 980.6199 gals.).
 LG1390
 LG1390.The modeled gravity was interpolated from observed gravity values.
 LG1390
 LG1390;                    North         East    Units  Estimated Accuracy
 LG1390;SPC NE       -   110,092.      786,353.      MT  (+/- 10 meters HH2 GPS)
 LG1390
 LG1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0200716456(NAD 83)
 LG1390
 LG1390                          SUPERSEDED SURVEY CONTROL
 LG1390
 LG1390.No superseded survey control is available for this station.
 LG1390
 LG1390_MARKER: I = METAL ROD
 LG1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1390_STAMPING: B 441 1992
 LG1390_MARK LOGO: NGS
 LG1390_PROJECTION: FLUSH
 LG1390_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1390+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 LG1390_ROD/PIPE-DEPTH: 6.1 meters
 LG1390
 LG1390  HISTORY     - Date     Condition        Report By
 LG1390  HISTORY     - 1992     MONUMENTED       NGS
 LG1390  HISTORY     - 20080514 GOOD             NEDR
 LG1390
 LG1390                          STATION DESCRIPTION
 LG1390
 LG1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1390'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1390'OFFICE IN LINCOLN, THENCE 4.4 KM (2.75 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1390'STREET, 14.9 M (48.9 FT) WEST OF AND LEVEL WITH THE STREET
 LG1390'CENTERLINE, 14.5 M (47.6 FT) SOUTHWEST OF A UTILITY POLE, 8.4 M
 LG1390'(27.6 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A HOUSE AT
 LG1390'3801 SOUTH 84TH STREET, 3.0 M (9.8 FT) NORTH OF A WOODEN FENCE
 LG1390'CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 LG1390'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1390
 LG1390                          STATION RECOVERY (2008)
 LG1390
 LG1390'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (LB)
 LG1390'FROM 84TH ST AND O ST GO SOUTH ON 84TH ST 2.75 MILE TO BM.
 LG1390'NORTH 1.0' TO BOTTOM STEEL WITNESS POST.
 LG1390'EAST 43.2' TO CENTERLINE SOUTH BOUND LANE 84TH ST.
 LG1390'ENE 28.1' TO BOTTOM SW BASE OF LIGHT POLE.
 LG1390'SE 27.2' TO TOP CENTER OF 4 INCH DIAMETER GAS VALVE 1.5' ABOVE GROUND.
 LG1390'
 LG1390'WEST 0.8' TO BOTTOM WOODEN YARD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2463 ***********************************************************************
 AI2463  DESIGNATION -  B 442
 AI2463  PID         -  AI2463
 AI2463  STATE/COUNTY-  NE/PIERCE
 AI2463  COUNTRY     -  US
 AI2463  USGS QUAD   -  PIERCE (2017)
 AI2463
 AI2463                         *CURRENT SURVEY CONTROL
 AI2463  ______________________________________________________________________
 AI2463* NAD 83(1986) POSITION- 42 12 23.21   (N) 097 37 14.44   (W)   HD_HELD1
 AI2463* NAVD 88 ORTHO HEIGHT -   508.356 (meters)     1667.83  (feet) ADJUSTED
 AI2463  ______________________________________________________________________
 AI2463  GEOID HEIGHT    -        -24.900 (meters)                     GEOID18
 AI2463  DYNAMIC HEIGHT  -        508.162 (meters)     1667.19  (feet) COMP
 AI2463  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 AI2463
 AI2463  VERT ORDER      -  SECOND    CLASS I
 AI2463
 AI2463.The horizontal coordinates were determined by differentially corrected
 AI2463.hand held GPS observations or other comparable positioning techniques
 AI2463.and have an estimated accuracy of +/- 3 meters.
 AI2463
 AI2463.The orthometric height was determined by differential leveling and
 AI2463.adjusted by the NATIONAL GEODETIC SURVEY
 AI2463.in July 2002.
 AI2463
 AI2463.No vertical observational check was made to the station.
 AI2463
 AI2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2463.GEOID18 height accuracy estimate available here.
 AI2463
 AI2463.Click photographs - Photos may exist for this station.
 AI2463
 AI2463.The dynamic height is computed by dividing the NAVD 88
 AI2463.geopotential number by the normal gravity value computed on the
 AI2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2463.degrees latitude (g = 980.6199 gals.).
 AI2463
 AI2463.The modeled gravity was interpolated from observed gravity values.
 AI2463
 AI2463;                    North         East    Units  Estimated Accuracy
 AI2463;SPC NE       -   266,185.4     696,413.0     MT  (+/- 3 meters HH1 GPS) 
 AI2463
 AI2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1386373619(NAD 83)
 AI2463
 AI2463                          SUPERSEDED SURVEY CONTROL
 AI2463
 AI2463.No superseded survey control is available for this station.
 AI2463
 AI2463_MARKER: F = FLANGE-ENCASED ROD
 AI2463_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2463_STAMPING: B 442 1999
 AI2463_MARK LOGO: NGS
 AI2463_PROJECTION: FLUSH
 AI2463_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2463+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2020
 AI2463_ROD/PIPE-DEPTH: 19.5 meters
 AI2463_SLEEVE-DEPTH  : 0.9 meters
 AI2463
 AI2463  HISTORY     - Date     Condition        Report By
 AI2463  HISTORY     - 1999     MONUMENTED       NGS
 AI2463  HISTORY     - 20120710 GOOD             JEOCON
 AI2463  HISTORY     - 20201119 GOOD             NEGS
 AI2463
 AI2463                          STATION DESCRIPTION
 AI2463
 AI2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2463'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2463'IN PIERCE, THENCE 7.0 KM (4.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2463'21.5 M (70.5 FT) NORTH OF THE ROAD CENTER, 7.4 M (24.3 FT) EAST OF THE
 AI2463'CENTER OF 545 AVENUE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 AI2463'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2463'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2463'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY
 AI2463'ROAD RIGHT-OF-WAY.
 AI2463
 AI2463                          STATION RECOVERY (2012)
 AI2463
 AI2463'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2463'RECOVERED IN GOOD CONDITION.
 AI2463
 AI2463                          STATION RECOVERY (2020)
 AI2463
 AI2463'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 AI2463'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 13 AND NE. HIGHWAY 98 IN
 AI2463'PIERCE, NE., GO NORTH THEN NORTHWEST ON NE. HIGHWAY 13 FOR
 AI2463'APPROXIMATELY 0.67 MI (1.08 KM) TO INTERSECTION WITH 854TH ROAD ON THE
 AI2463'LEFT.  TURN LEFT AND GO WEST ON 854TH ROAD FOR APPROXIMATELY 4.35 MI
 AI2463'(7.00 KM) TO INTERSECTION WITH 545TH AVENUE.  TURN RIGHT AND GO NORTH
 AI2463'ON 545TH AVENUE FOR APPROXIMATELY 70 FT (21.3 M) TO POINT ON THE RIGHT
 AI2463'(EAST).  THE MARK IS 13.2 FT (4.0 M) NORTH OF A NAIL IN THE TOP OF A
 AI2463'FENCE POST, 27 FT (8.2 M) SOUTH OF A NAIL IN THE TOP OF A FENCE POST,
 AI2463'24 FT EAST OF THE CENTERLINE OF 545TH AVENUE.  AND 0.9 FT (27 CM) WEST
 AI2463'OF BOTTOM OF ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0400 ***********************************************************************
 LH0400  DESIGNATION -  B 5
 LH0400  PID         -  LH0400
 LH0400  STATE/COUNTY-  NE/BUFFALO
 LH0400  COUNTRY     -  US
 LH0400  USGS QUAD   -  GIBBON NORTH (2017)
 LH0400
 LH0400                         *CURRENT SURVEY CONTROL
 LH0400  ______________________________________________________________________
 LH0400* NAD 83(1986) POSITION- 40 46 21.     (N) 098 45 34.     (W)   SCALED
 LH0400* NAVD 88 ORTHO HEIGHT -   617.786 (meters)     2026.85  (feet) ADJUSTED
 LH0400  ______________________________________________________________________
 LH0400  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 LH0400  DYNAMIC HEIGHT  -        617.445 (meters)     2025.73  (feet) COMP
 LH0400  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 LH0400
 LH0400  VERT ORDER      -  FIRST     CLASS II
 LH0400
 LH0400.The horizontal coordinates were scaled from a map and have
 LH0400.an estimated accuracy of +/- 6 seconds.
 LH0400
 LH0400.The orthometric height was determined by differential leveling and
 LH0400.adjusted by the NATIONAL GEODETIC SURVEY
 LH0400.in June 1991.
 LH0400
 LH0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0400.GEOID18 height accuracy estimate available here.
 LH0400
 LH0400.Click photographs - Photos may exist for this station.
 LH0400
 LH0400.The dynamic height is computed by dividing the NAVD 88
 LH0400.geopotential number by the normal gravity value computed on the
 LH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0400.degrees latitude (g = 980.6199 gals.).
 LH0400
 LH0400.The modeled gravity was interpolated from observed gravity values.
 LH0400
 LH0400;                    North         East    Units  Estimated Accuracy
 LH0400;SPC NE       -   105,030.      604,700.      MT  (+/- 180 meters Scaled)
 LH0400
 LH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL203135(NAD 83)
 LH0400
 LH0400                          SUPERSEDED SURVEY CONTROL
 LH0400
 LH0400  NGVD 29 (02/14/92)  617.529  (m)         2026.01   (f) ADJUSTED    1 2
 LH0400  NGVD 29 (??/??/87)  617.529  (m)         2026.01   (f) SUPERSEDED  1 2
 LH0400
 LH0400.Superseded values are not recommended for survey control.
 LH0400
 LH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0400.See file dsdata.pdf to determine how the superseded data were derived.
 LH0400
 LH0400_MARKER: DB = BENCH MARK DISK
 LH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0400_STAMPING: B 5 1933 2026.010
 LH0400_MARK LOGO: CGS
 LH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0400+STABILITY: SURFACE MOTION
 LH0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0400+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0400
 LH0400  HISTORY     - Date     Condition        Report By
 LH0400  HISTORY     - 1933     MONUMENTED       CGS
 LH0400  HISTORY     - 1949     GOOD             CGS
 LH0400  HISTORY     - 1984     GOOD             LOCSUR
 LH0400  HISTORY     - 19910924 GOOD             NGS
 LH0400
 LH0400                          STATION DESCRIPTION
 LH0400
 LH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0400'1.4 MI SW FROM SHELTON.
 LH0400'ABOUT 1.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0400'SHELTON, BUFFALO COUNTY, ABOUT 1,464 FEET SOUTHWEST OF MILEPOST
 LH0400'171, ABOUT 120 FEET WEST OF SEMAPHORES 171.3 AND 171.2, AT
 LH0400'A COUNTY-ROAD CROSSING, 58 FEET EAST OF THE CENTER LINE OF THE
 LH0400'ROAD, ABOUT 174 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 LH0400'30, 43.1 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 LH0400'20 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE ROAD, AND 5
 LH0400'FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 LH0400'DISK, STAMPED 2026.010 B 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0400'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0400
 LH0400                          STATION RECOVERY (1949)
 LH0400
 LH0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0400'RECOVERED IN GOOD CONDITION.
 LH0400
 LH0400                          STATION RECOVERY (1984)
 LH0400
 LH0400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0400'RECOVERED IN GOOD CONDITION.
 LH0400
 LH0400                          STATION RECOVERY (1991)
 LH0400
 LH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0400'28.7 KM (17.85 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0400'OF STATE HIGHWAY 44 IN KEARNEY, 57.1 M (187.3 FT) SOUTHEAST OF THE
 LH0400'HIGHWAY CENTERLINE, 15.9 M (52.2 FT) EAST OF THE CENTER OF A GRAVELED
 LH0400'ROAD, 13.2 M (43.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION
 LH0400'PACIFIC RAILROAD, 2.8 M (9.2 FT) WEST-NORTHWEST OF A UTILITY POLE,
 LH0400'1.6 M (5.2 FT) NORTHWEST OF A WITNESS POST AND FENCE, 1.3 M (4.3 FT)
 LH0400'BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 LH0400'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0770 ***********************************************************************
 MO0770  DESIGNATION -  B 50
 MO0770  PID         -  MO0770
 MO0770  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0770  COUNTRY     -  US
 MO0770  USGS QUAD   -  LYMAN (2017)
 MO0770
 MO0770                         *CURRENT SURVEY CONTROL
 MO0770  ______________________________________________________________________
 MO0770* NAD 83(1986) POSITION- 41 58 50.     (N) 104 01 40.     (W)   SCALED
 MO0770* NAVD 88 ORTHO HEIGHT -  1229.855 (meters)     4034.95  (feet) ADJUSTED
 MO0770  ______________________________________________________________________
 MO0770  GEOID HEIGHT    -        -18.062 (meters)                     GEOID18
 MO0770  DYNAMIC HEIGHT  -       1229.070 (meters)     4032.37  (feet) COMP
 MO0770  MODELED GRAVITY -    979,941.8   (mgal)                       NAVD 88
 MO0770
 MO0770  VERT ORDER      -  SECOND    CLASS 0
 MO0770
 MO0770.The horizontal coordinates were scaled from a map and have
 MO0770.an estimated accuracy of +/- 6 seconds.
 MO0770
 MO0770.The orthometric height was determined by differential leveling and
 MO0770.adjusted by the NATIONAL GEODETIC SURVEY
 MO0770.in June 1991.
 MO0770
 MO0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0770.GEOID18 height accuracy estimate available here.
 MO0770
 MO0770.Click photographs - Photos may exist for this station.
 MO0770
 MO0770.The dynamic height is computed by dividing the NAVD 88
 MO0770.geopotential number by the normal gravity value computed on the
 MO0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0770.degrees latitude (g = 980.6199 gals.).
 MO0770
 MO0770.The modeled gravity was interpolated from observed gravity values.
 MO0770
 MO0770;                    North         East    Units  Estimated Accuracy
 MO0770;SPC NE       -   246,170.      166,420.      MT  (+/- 180 meters Scaled)
 MO0770
 MO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG805480(NAD 83)
 MO0770
 MO0770                          SUPERSEDED SURVEY CONTROL
 MO0770
 MO0770  NGVD 29 (??/??/92) 1229.143  (m)         4032.61   (f) ADJ UNCH    2 0
 MO0770
 MO0770.Superseded values are not recommended for survey control.
 MO0770
 MO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0770.See file dsdata.pdf to determine how the superseded data were derived.
 MO0770
 MO0770_MARKER: DB = BENCH MARK DISK
 MO0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0770_STAMPING: B 50 1934
 MO0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0770+STABILITY: SURFACE MOTION
 MO0770
 MO0770  HISTORY     - Date     Condition        Report By
 MO0770  HISTORY     - 1934     MONUMENTED       CGS
 MO0770
 MO0770                          STATION DESCRIPTION
 MO0770
 MO0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0770'1.7 MI SE FROM HENRY.
 MO0770'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0770'RAILROAD FROM THE STATION AT HENRY, SCOTTS BLUFF COUNTY, ABOUT
 MO0770'9 RAILS WEST OF MILEPOST 52, ABOUT 85 FEET NORTHWEST OF THE
 MO0770'CENTER LINE OF A HANDCAR SET-OFF, ON THE HUMP BETWEEN THE TRACK
 MO0770'AND A HIGHWAY, 54.0 FEET NORTH OF THE NORTH RAIL, AND 11.2 FEET
 MO0770'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED B 50 1934 AND SET
 MO0770'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0177 ***********************************************************************
 MN0177  DESIGNATION -  B 51
 MN0177  PID         -  MN0177
 MN0177  STATE/COUNTY-  NE/MORRILL
 MN0177  COUNTRY     -  US
 MN0177  USGS QUAD   -  SOUTH BAYARD (2017)
 MN0177
 MN0177                         *CURRENT SURVEY CONTROL
 MN0177  ______________________________________________________________________
 MN0177* NAD 83(1986) POSITION- 41 44 30.     (N) 103 17 35.     (W)   SCALED
 MN0177* NAVD 88 ORTHO HEIGHT -  1140.466 (meters)     3741.68  (feet) ADJUSTED
 MN0177  ______________________________________________________________________
 MN0177  GEOID HEIGHT    -        -19.475 (meters)                     GEOID18
 MN0177  DYNAMIC HEIGHT  -       1139.738 (meters)     3739.29  (feet) COMP
 MN0177  MODELED GRAVITY -    979,945.6   (mgal)                       NAVD 88
 MN0177
 MN0177  VERT ORDER      -  SECOND    CLASS 0
 MN0177
 MN0177.The horizontal coordinates were scaled from a map and have
 MN0177.an estimated accuracy of +/- 6 seconds.
 MN0177
 MN0177.The orthometric height was determined by differential leveling and
 MN0177.adjusted by the NATIONAL GEODETIC SURVEY
 MN0177.in June 1991.
 MN0177
 MN0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0177.GEOID18 height accuracy estimate available here.
 MN0177
 MN0177.Click photographs - Photos may exist for this station.
 MN0177
 MN0177.The dynamic height is computed by dividing the NAVD 88
 MN0177.geopotential number by the normal gravity value computed on the
 MN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0177.degrees latitude (g = 980.6199 gals.).
 MN0177
 MN0177.The modeled gravity was interpolated from observed gravity values.
 MN0177
 MN0177;                    North         East    Units  Estimated Accuracy
 MN0177;SPC NE       -   217,090.      226,230.      MT  (+/- 180 meters Scaled)
 MN0177
 MN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG419225(NAD 83)
 MN0177
 MN0177                          SUPERSEDED SURVEY CONTROL
 MN0177
 MN0177  NGVD 29 (??/??/92) 1139.868  (m)         3739.72   (f) ADJ UNCH    2 0
 MN0177
 MN0177.Superseded values are not recommended for survey control.
 MN0177
 MN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0177.See file dsdata.pdf to determine how the superseded data were derived.
 MN0177
 MN0177_MARKER: DB = BENCH MARK DISK
 MN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0177_STAMPING: B 51 1934
 MN0177_MARK LOGO: CGS
 MN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0177+STABILITY: SURFACE MOTION
 MN0177
 MN0177  HISTORY     - Date     Condition        Report By
 MN0177  HISTORY     - 1934     MONUMENTED       CGS
 MN0177
 MN0177                          STATION DESCRIPTION
 MN0177
 MN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0177'1.8 MI SE FROM BAYARD.
 MN0177'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0177'QUINCY RAILROAD FROM THE STATION AT BAYARD, MORRILL COUNTY, NEAR
 MN0177'MILEPOST 10, 69.2 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 MN0177'21.4 FEET EAST OF THE ROAD, 44.3 FEET SOUTH OF THE SOUTH RAIL,
 MN0177'AND 2.8 FEET WEST OF A CORNER FENCE POST.  A STANDARD DISK,
 MN0177'STAMPED B 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0053 ***********************************************************************
 MN0053  DESIGNATION -  B 52
 MN0053  PID         -  MN0053
 MN0053  STATE/COUNTY-  NE/GARDEN
 MN0053  COUNTRY     -  US
 MN0053  USGS QUAD   -  COUMBE BLUFF (2017)
 MN0053
 MN0053                         *CURRENT SURVEY CONTROL
 MN0053  ______________________________________________________________________
 MN0053* NAD 83(1986) POSITION- 41 26 30.     (N) 102 27 00.     (W)   SCALED
 MN0053* NAVD 88 ORTHO HEIGHT -  1047.599 (meters)     3437.00  (feet) ADJUSTED
 MN0053  ______________________________________________________________________
 MN0053  GEOID HEIGHT    -        -19.973 (meters)                     GEOID18
 MN0053  DYNAMIC HEIGHT  -       1046.951 (meters)     3434.87  (feet) COMP
 MN0053  MODELED GRAVITY -    979,968.7   (mgal)                       NAVD 88
 MN0053
 MN0053  VERT ORDER      -  SECOND    CLASS 0
 MN0053
 MN0053.The horizontal coordinates were scaled from a map and have
 MN0053.an estimated accuracy of +/- 6 seconds.
 MN0053
 MN0053.The orthometric height was determined by differential leveling and
 MN0053.adjusted by the NATIONAL GEODETIC SURVEY
 MN0053.in June 1991.
 MN0053
 MN0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0053.GEOID18 height accuracy estimate available here.
 MN0053
 MN0053.Click photographs - Photos may exist for this station.
 MN0053
 MN0053.The dynamic height is computed by dividing the NAVD 88
 MN0053.geopotential number by the normal gravity value computed on the
 MN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0053.degrees latitude (g = 980.6199 gals.).
 MN0053
 MN0053.The modeled gravity was interpolated from observed gravity values.
 MN0053
 MN0053;                    North         East    Units  Estimated Accuracy
 MN0053;SPC NE       -   181,470.      295,350.      MT  (+/- 180 meters Scaled)
 MN0053
 MN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF130909(NAD 83)
 MN0053
 MN0053                          SUPERSEDED SURVEY CONTROL
 MN0053
 MN0053  NGVD 29 (??/??/92) 1047.095  (m)         3435.34   (f) ADJ UNCH    2 0
 MN0053
 MN0053.Superseded values are not recommended for survey control.
 MN0053
 MN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0053.See file dsdata.pdf to determine how the superseded data were derived.
 MN0053
 MN0053_MARKER: DB = BENCH MARK DISK
 MN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0053_STAMPING: B 52 1934
 MN0053_MARK LOGO: CGS
 MN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0053+STABILITY: SURFACE MOTION
 MN0053
 MN0053  HISTORY     - Date     Condition        Report By
 MN0053  HISTORY     - 1934     MONUMENTED       CGS
 MN0053  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0053
 MN0053                          STATION DESCRIPTION
 MN0053
 MN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0053'6 MI W FROM OSHKOSH.
 MN0053'ABOUT 6.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0053'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 6-1/2 POLES EAST OF
 MN0053'MILEPOST 77, 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 MN0053'35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD
 MN0053'DISK, STAMPED B 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0053'NOTE-- VERY POSSIBLE THAT BM HAS BEEN COVERED UP WITH BLOW SAND.
 MN0053
 MN0053                          STATION RECOVERY (1971)
 MN0053
 MN0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0028 ***********************************************************************
 MN0028  DESIGNATION -  B 53
 MN0028  PID         -  MN0028
 MN0028  STATE/COUNTY-  NE/DEUEL
 MN0028  COUNTRY     -  US
 MN0028  USGS QUAD   -  CHAPPELL (2017)
 MN0028
 MN0028                         *CURRENT SURVEY CONTROL
 MN0028  ______________________________________________________________________
 MN0028* NAD 83(1986) POSITION- 41 05 29.     (N) 102 25 45.     (W)   SCALED
 MN0028* NAVD 88 ORTHO HEIGHT -  1149.157 (meters)     3770.19  (feet) ADJUSTED
 MN0028  ______________________________________________________________________
 MN0028  GEOID HEIGHT    -        -20.141 (meters)                     GEOID18
 MN0028  DYNAMIC HEIGHT  -       1148.397 (meters)     3767.70  (feet) COMP
 MN0028  MODELED GRAVITY -    979,922.4   (mgal)                       NAVD 88
 MN0028
 MN0028  VERT ORDER      -  SECOND    CLASS 0
 MN0028
 MN0028.The horizontal coordinates were scaled from a map and have
 MN0028.an estimated accuracy of +/- 6 seconds.
 MN0028
 MN0028.The orthometric height was determined by differential leveling and
 MN0028.adjusted by the NATIONAL GEODETIC SURVEY
 MN0028.in June 1991.
 MN0028
 MN0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0028.GEOID18 height accuracy estimate available here.
 MN0028
 MN0028.Click photographs - Photos may exist for this station.
 MN0028
 MN0028.The dynamic height is computed by dividing the NAVD 88
 MN0028.geopotential number by the normal gravity value computed on the
 MN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0028.degrees latitude (g = 980.6199 gals.).
 MN0028
 MN0028.The modeled gravity was interpolated from observed gravity values.
 MN0028
 MN0028;                    North         East    Units  Estimated Accuracy
 MN0028;SPC NE       -   142,540.      296,000.      MT  (+/- 180 meters Scaled)
 MN0028
 MN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF159520(NAD 83)
 MN0028
 MN0028                          SUPERSEDED SURVEY CONTROL
 MN0028
 MN0028  NGVD 29 (??/??/92) 1148.660  (m)         3768.56   (f) ADJ UNCH    2 0
 MN0028
 MN0028.Superseded values are not recommended for survey control.
 MN0028
 MN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0028.See file dsdata.pdf to determine how the superseded data were derived.
 MN0028
 MN0028_MARKER: DB = BENCH MARK DISK
 MN0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0028_STAMPING: B 53 1934
 MN0028_MARK LOGO: CGS
 MN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0028+STABILITY: SURFACE MOTION
 MN0028
 MN0028  HISTORY     - Date     Condition        Report By
 MN0028  HISTORY     - 1934     MONUMENTED       CGS
 MN0028
 MN0028                          STATION DESCRIPTION
 MN0028
 MN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0028'2.3 MI E FROM CHAPPELL.
 MN0028'2.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0028'CHAPPELL, DEUEL COUNTY, 0.1 MILE NORTHEAST OF A FARMHOUSE, 55
 MN0028'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH
 MN0028'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 53 1934
 MN0028'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0277 ***********************************************************************
 MN0277  DESIGNATION -  B 54
 MN0277  PID         -  MN0277
 MN0277  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0277  COUNTRY     -  US
 MN0277  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0277
 MN0277                         *CURRENT SURVEY CONTROL
 MN0277  ______________________________________________________________________
 MN0277* NAD 83(1986) POSITION- 41 47 33.     (N) 103 40 29.     (W)   SCALED
 MN0277* NAVD 88 ORTHO HEIGHT -  1202.284 (meters)     3944.49  (feet) ADJUSTED
 MN0277  ______________________________________________________________________
 MN0277  GEOID HEIGHT    -        -19.017 (meters)                     GEOID18
 MN0277  DYNAMIC HEIGHT  -       1201.494 (meters)     3941.90  (feet) COMP
 MN0277  MODELED GRAVITY -    979,924.2   (mgal)                       NAVD 88
 MN0277
 MN0277  VERT ORDER      -  SECOND    CLASS 0
 MN0277
 MN0277.The horizontal coordinates were scaled from a map and have
 MN0277.an estimated accuracy of +/- 6 seconds.
 MN0277
 MN0277.The orthometric height was determined by differential leveling and
 MN0277.adjusted by the NATIONAL GEODETIC SURVEY
 MN0277.in June 1991.
 MN0277
 MN0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0277.GEOID18 height accuracy estimate available here.
 MN0277
 MN0277.Click photographs - Photos may exist for this station.
 MN0277
 MN0277.The dynamic height is computed by dividing the NAVD 88
 MN0277.geopotential number by the normal gravity value computed on the
 MN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0277.degrees latitude (g = 980.6199 gals.).
 MN0277
 MN0277.The modeled gravity was interpolated from observed gravity values.
 MN0277
 MN0277;                    North         East    Units  Estimated Accuracy
 MN0277;SPC NE       -   224,010.      194,750.      MT  (+/- 180 meters Scaled)
 MN0277
 MN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG101275(NAD 83)
 MN0277
 MN0277                          SUPERSEDED SURVEY CONTROL
 MN0277
 MN0277  NGVD 29 (??/??/92) 1201.628  (m)         3942.34   (f) ADJ UNCH    2 0
 MN0277
 MN0277.Superseded values are not recommended for survey control.
 MN0277
 MN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0277.See file dsdata.pdf to determine how the superseded data were derived.
 MN0277
 MN0277_MARKER: DB = BENCH MARK DISK
 MN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0277_STAMPING: B 54 1934
 MN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0277+STABILITY: SURFACE MOTION
 MN0277
 MN0277  HISTORY     - Date     Condition        Report By
 MN0277  HISTORY     - 1934     MONUMENTED       CGS
 MN0277  HISTORY     - 1963     GOOD             CGS
 MN0277
 MN0277                          STATION DESCRIPTION
 MN0277
 MN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0277'3 MI SW FROM GERING.
 MN0277'ABOUT 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 MN0277'COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, 25 FEET NORTHWEST
 MN0277'OF THE NORTHWEST CORNER OF A BRIDGE OVER AN IRRIGATION DITCH, 33
 MN0277'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF
 MN0277'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 54 1934
 MN0277'AND SET IN THE TOP OF A CONCRETE POST.
 MN0277
 MN0277                          STATION RECOVERY (1963)
 MN0277
 MN0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0239 ***********************************************************************
 MN0239  DESIGNATION -  B 55
 MN0239  PID         -  MN0239
 MN0239  STATE/COUNTY-  NE/KIMBALL
 MN0239  COUNTRY     -  US
 MN0239  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0239
 MN0239                         *CURRENT SURVEY CONTROL
 MN0239  ______________________________________________________________________
 MN0239* NAD 83(1986) POSITION- 41 16 26.     (N) 103 39 47.     (W)   SCALED
 MN0239* NAVD 88 ORTHO HEIGHT -  1459.960 (meters)     4789.89  (feet) ADJUSTED
 MN0239  ______________________________________________________________________
 MN0239  GEOID HEIGHT    -        -18.694 (meters)                     GEOID18
 MN0239  DYNAMIC HEIGHT  -       1458.906 (meters)     4786.43  (feet) COMP
 MN0239  MODELED GRAVITY -    979,850.0   (mgal)                       NAVD 88
 MN0239
 MN0239  VERT ORDER      -  SECOND    CLASS 0
 MN0239
 MN0239.The horizontal coordinates were scaled from a map and have
 MN0239.an estimated accuracy of +/- 6 seconds.
 MN0239
 MN0239.The orthometric height was determined by differential leveling and
 MN0239.adjusted by the NATIONAL GEODETIC SURVEY
 MN0239.in June 1991.
 MN0239
 MN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0239.GEOID18 height accuracy estimate available here.
 MN0239
 MN0239.Click photographs - Photos may exist for this station.
 MN0239
 MN0239.The dynamic height is computed by dividing the NAVD 88
 MN0239.geopotential number by the normal gravity value computed on the
 MN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0239.degrees latitude (g = 980.6199 gals.).
 MN0239
 MN0239.The modeled gravity was interpolated from observed gravity values.
 MN0239
 MN0239;                    North         East    Units  Estimated Accuracy
 MN0239;SPC NE       -   166,440.      193,280.      MT  (+/- 180 meters Scaled)
 MN0239
 MN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF119700(NAD 83)
 MN0239
 MN0239                          SUPERSEDED SURVEY CONTROL
 MN0239
 MN0239  NGVD 29 (??/??/92) 1459.278  (m)         4787.65   (f) ADJ UNCH    2 0
 MN0239
 MN0239.Superseded values are not recommended for survey control.
 MN0239
 MN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0239.See file dsdata.pdf to determine how the superseded data were derived.
 MN0239
 MN0239_MARKER: DB = BENCH MARK DISK
 MN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0239_STAMPING: B 55 1934
 MN0239_MARK LOGO: CGS
 MN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0239+STABILITY: SURFACE MOTION
 MN0239
 MN0239  HISTORY     - Date     Condition        Report By
 MN0239  HISTORY     - 1934     MONUMENTED       CGS
 MN0239  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0239
 MN0239                          STATION DESCRIPTION
 MN0239
 MN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0239'2.7 MI N FROM KIMBALL.
 MN0239'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0239'AT KIMBALL, KIMBALL COUNTY, ABOUT 0.3 MILE SOUTH OF A FARMHOUSE,
 MN0239'ABOUT 300 FEET SOUTH OF THE TOP OF A HILL, 81 FEET NORTH OF A
 MN0239'POWER-TRANSMISSION LINE POLE, 35 FEET WEST OF CENTER LINE OF THE
 MN0239'HIGHWAY, AND 3 FEET WEST OF AN EAST-AND-WEST RIGHT-OF-WAY FENCE
 MN0239'LINE.  A STANDARD DISK, STAMPED B 55 1934 AND SET IN THE TOP OF A
 MN0239'CONCRETE POST.
 MN0239
 MN0239                          STATION RECOVERY (1974)
 MN0239
 MN0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0013 ***********************************************************************
 MN0013  DESIGNATION -  B 56
 MN0013  PID         -  MN0013
 MN0013  STATE/COUNTY-  NE/GARDEN
 MN0013  COUNTRY     -  US
 MN0013  USGS QUAD   -  MUMPER (2017)
 MN0013
 MN0013                         *CURRENT SURVEY CONTROL
 MN0013  ______________________________________________________________________
 MN0013* NAD 83(1986) POSITION- 41 48 15.12   (N) 102 24 52.08   (W)   HD_HELD1
 MN0013* NAVD 88 ORTHO HEIGHT -  1171.580 (meters)     3843.76  (feet) ADJUSTED
 MN0013  ______________________________________________________________________
 MN0013  GEOID HEIGHT    -        -19.359 (meters)                     GEOID18
 MN0013  DYNAMIC HEIGHT  -       1170.873 (meters)     3841.44  (feet) COMP
 MN0013  MODELED GRAVITY -    979,978.2   (mgal)                       NAVD 88
 MN0013
 MN0013  VERT ORDER      -  SECOND    CLASS 0
 MN0013
 MN0013.The horizontal coordinates were determined by differentially corrected
 MN0013.hand held GPS observations or other comparable positioning techniques
 MN0013.and have an estimated accuracy of +/- 3 meters.
 MN0013
 MN0013.The orthometric height was determined by differential leveling and
 MN0013.adjusted by the NATIONAL GEODETIC SURVEY
 MN0013.in June 1991.
 MN0013
 MN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0013.GEOID18 height accuracy estimate available here.
 MN0013
 MN0013.Click photographs - Photos may exist for this station.
 MN0013
 MN0013.The dynamic height is computed by dividing the NAVD 88
 MN0013.geopotential number by the normal gravity value computed on the
 MN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0013.degrees latitude (g = 980.6199 gals.).
 MN0013
 MN0013.The modeled gravity was interpolated from observed gravity values.
 MN0013
 MN0013;                    North         East    Units  Estimated Accuracy
 MN0013;SPC NE       -   221,617.8     299,439.4     MT  (+/- 3 meters HH1 GPS) 
 MN0013
 MN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1479131268(NAD 83)
 MN0013
 MN0013                          SUPERSEDED SURVEY CONTROL
 MN0013
 MN0013  NGVD 29 (??/??/92) 1171.044  (m)         3842.00   (f) ADJ UNCH    2 0
 MN0013
 MN0013.Superseded values are not recommended for survey control.
 MN0013
 MN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0013.See file dsdata.pdf to determine how the superseded data were derived.
 MN0013
 MN0013_MARKER: DB = BENCH MARK DISK
 MN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0013_STAMPING: B 56 1934
 MN0013_MARK LOGO: CGS
 MN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0013+STABILITY: SURFACE MOTION
 MN0013
 MN0013  HISTORY     - Date     Condition        Report By
 MN0013  HISTORY     - 1934     MONUMENTED       CGS
 MN0013  HISTORY     - 1938     GOOD             CGS
 MN0013
 MN0013                          STATION DESCRIPTION
 MN0013
 MN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0013'32.6 MI N FROM OSHKOSH.
 MN0013'32.6 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0013'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0013'COUNTY, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 25 FEET
 MN0013'NORTH OF A FENCE CORNER, AND 5 FEET EAST OF THE RIGHT-OF-WAY
 MN0013'FENCE.  A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP
 MN0013'OF A CONCRETE POST.
 MN0013
 MN0013                          STATION RECOVERY (1938)
 MN0013
 MN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0374 ***********************************************************************
 NP0374  DESIGNATION -  B 57
 NP0374  PID         -  NP0374
 NP0374  STATE/COUNTY-  NE/SIOUX
 NP0374  COUNTRY     -  US
 NP0374  USGS QUAD   -  WHISTLE CREEK SE (2017)
 NP0374
 NP0374                         *CURRENT SURVEY CONTROL
 NP0374  ______________________________________________________________________
 NP0374* NAD 83(1986) POSITION- 42 17 35.38   (N) 103 31 01.99   (W)   HD_HELD1
 NP0374* NAVD 88 ORTHO HEIGHT -  1415.753 (meters)     4644.85  (feet) POSTED
 NP0374  ______________________________________________________________________
 NP0374  GEOID HEIGHT    -        -17.997 (meters)                     GEOID18
 NP0374  DYNAMIC HEIGHT  -       1414.86  (meters)     4641.9   (feet) COMP
 NP0374  MODELED GRAVITY -    979,939.2   (mgal)                       NAVD 88
 NP0374
 NP0374  VERT ORDER      -  * POSTED, SEE BELOW
 NP0374
 NP0374.The horizontal coordinates were determined by differentially corrected
 NP0374.hand held GPS observations or other comparable positioning techniques
 NP0374.and have an estimated accuracy of +/- 3 meters.
 NP0374
 NP0374.The orthometric height was determined by differential leveling
 NP0374.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0374
 NP0374.* This is a POSTED BENCH MARK height.
 NP0374
 NP0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0374.GEOID18 height accuracy estimate available here.
 NP0374
 NP0374.Click photographs - Photos may exist for this station.
 NP0374
 NP0374.The dynamic height is computed by dividing the NAVD 88
 NP0374.geopotential number by the normal gravity value computed on the
 NP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0374.degrees latitude (g = 980.6199 gals.).
 NP0374
 NP0374.The modeled gravity was interpolated from observed gravity values.
 NP0374
 NP0374;                    North         East    Units  Estimated Accuracy
 NP0374;SPC NE       -   279,009.9     210,088.7     MT  (+/- 3 meters HH1 GPS) 
 NP0374
 NP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2223683390(NAD 83)
 NP0374
 NP0374                          SUPERSEDED SURVEY CONTROL
 NP0374
 NP0374  NGVD 29 (??/??/92) 1415.027  (m)         4642.47   (f) ADJ UNCH    2 0
 NP0374
 NP0374.Superseded values are not recommended for survey control.
 NP0374
 NP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0374.See file dsdata.pdf to determine how the superseded data were derived.
 NP0374
 NP0374_MARKER: DB = BENCH MARK DISK
 NP0374_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0374_STAMPING: B 57 1934
 NP0374_MARK LOGO: CGS
 NP0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0374
 NP0374  HISTORY     - Date     Condition        Report By
 NP0374  HISTORY     - 1934     MONUMENTED       CGS
 NP0374  HISTORY     - 1938     GOOD             CGS
 NP0374  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0374
 NP0374                          STATION DESCRIPTION
 NP0374
 NP0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0374'24.2 MI W FROM HEMINGFORD.
 NP0374'ALONG A COUNTY ROAD RUNNING INTO STATE HIGHWAY NO. 29 AT A
 NP0374'POINT 1 MILE NORTH OF ALDINE, 24.2 MILES WEST OF THE POST
 NP0374'OFFICE AT HEMINGFORD, 56 FEET SOUTH OF THE CENTER OF THE ROAD,
 NP0374'1 FOOT NORTH OF A RIGHT OF WAY FENCE, 150 FEET EAST OF THE
 NP0374'NORTHEAST CORNER OF A BARN, 250 FEET EAST OF A JOG IN THE ROAD.
 NP0374'SET IN THE TOP OF A PRECAST POST.
 NP0374
 NP0374                          STATION RECOVERY (1981)
 NP0374
 NP0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0406 ***********************************************************************
 NP0406  DESIGNATION -  B 58
 NP0406  PID         -  NP0406
 NP0406  STATE/COUNTY-  NE/SIOUX
 NP0406  COUNTRY     -  US
 NP0406  USGS QUAD   -  HARRISON SE (2017)
 NP0406
 NP0406                         *CURRENT SURVEY CONTROL
 NP0406  ______________________________________________________________________
 NP0406* NAD 83(1986) POSITION- 42 30 35.     (N) 103 50 01.     (W)   SCALED
 NP0406* NAVD 88 ORTHO HEIGHT -  1421.100 (meters)     4662.39  (feet) POSTED
 NP0406  ______________________________________________________________________
 NP0406  GEOID HEIGHT    -        -16.828 (meters)                     GEOID18
 NP0406  DYNAMIC HEIGHT  -       1420.24  (meters)     4659.6   (feet) COMP
 NP0406  MODELED GRAVITY -    979,963.7   (mgal)                       NAVD 88
 NP0406
 NP0406  VERT ORDER      -  * POSTED, SEE BELOW
 NP0406
 NP0406.The horizontal coordinates were scaled from a map and have
 NP0406.an estimated accuracy of +/- 6 seconds.
 NP0406
 NP0406.The orthometric height was determined by differential leveling
 NP0406.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0406
 NP0406.* This is a POSTED BENCH MARK height.
 NP0406
 NP0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0406.GEOID18 height accuracy estimate available here.
 NP0406
 NP0406.Click photographs - Photos may exist for this station.
 NP0406
 NP0406.The dynamic height is computed by dividing the NAVD 88
 NP0406.geopotential number by the normal gravity value computed on the
 NP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0406.degrees latitude (g = 980.6199 gals.).
 NP0406
 NP0406.The modeled gravity was interpolated from observed gravity values.
 NP0406
 NP0406;                    North         East    Units  Estimated Accuracy
 NP0406;SPC NE       -   304,150.      185,090.      MT  (+/- 180 meters Scaled)
 NP0406
 NP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH958070(NAD 83)
 NP0406
 NP0406                          SUPERSEDED SURVEY CONTROL
 NP0406
 NP0406  NGVD 29 (??/??/92) 1420.388  (m)         4660.06   (f) ADJ UNCH    2 0
 NP0406
 NP0406.Superseded values are not recommended for survey control.
 NP0406
 NP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0406.See file dsdata.pdf to determine how the superseded data were derived.
 NP0406
 NP0406_MARKER: DB = BENCH MARK DISK
 NP0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0406_STAMPING: B 58 1934
 NP0406_MARK LOGO: CGS
 NP0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0406+STABILITY: SURFACE MOTION
 NP0406
 NP0406  HISTORY     - Date     Condition        Report By
 NP0406  HISTORY     - 1934     MONUMENTED       CGS
 NP0406  HISTORY     - 1974     GOOD             USGS
 NP0406
 NP0406                          STATION DESCRIPTION
 NP0406
 NP0406'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0406'15 MI SE FROM HARRISON.
 NP0406'15.0 MILES SOUTH AND EAST ALONG HWY. 29 TO THE BEGINNING OF A
 NP0406'BEND IN THE HWY., A RANCH ON THE LEFT AND A TRACK ROAD RIGHT,
 NP0406'TURN RIGHT (WEST) ON THE TRACK ROAD AND CONTINUE 1.1 MI. TO A
 NP0406'CATTLEGUARD AND THE SCAR OF THE OLD HWY.  THE BENCHMARK IS 198
 NP0406'FT. NORTH OF THE CENTER OF THE CATTLEGUARD AND 2 FT. EAST OF A
 NP0406'NORTH-SOUTH FENCE.  A STANDARD DISK, STAMPED B 58 1934 AND SET
 NP0406'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0066 ***********************************************************************
 MN0066  DESIGNATION -  B 59
 MN0066  PID         -  MN0066
 MN0066  STATE/COUNTY-  NE/DEUEL
 MN0066  COUNTRY     -  US
 MN0066  USGS QUAD   -  CHAPPELL (2017)
 MN0066
 MN0066                         *CURRENT SURVEY CONTROL
 MN0066  ______________________________________________________________________
 MN0066* NAD 83(1986) POSITION- 41 02 57.     (N) 102 24 43.     (W)   SCALED
 MN0066* NAVD 88 ORTHO HEIGHT -  1105.611 (meters)     3627.33  (feet) ADJUSTED
 MN0066  ______________________________________________________________________
 MN0066  GEOID HEIGHT    -        -20.159 (meters)                     GEOID18
 MN0066  DYNAMIC HEIGHT  -       1104.887 (meters)     3624.95  (feet) COMP
 MN0066  MODELED GRAVITY -    979,931.2   (mgal)                       NAVD 88
 MN0066
 MN0066  VERT ORDER      -  SECOND    CLASS 0
 MN0066
 MN0066.The horizontal coordinates were scaled from a map and have
 MN0066.an estimated accuracy of +/- 6 seconds.
 MN0066
 MN0066.The orthometric height was determined by differential leveling and
 MN0066.adjusted by the NATIONAL GEODETIC SURVEY
 MN0066.in June 1991.
 MN0066
 MN0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0066.GEOID18 height accuracy estimate available here.
 MN0066
 MN0066.Click photographs - Photos may exist for this station.
 MN0066
 MN0066.The dynamic height is computed by dividing the NAVD 88
 MN0066.geopotential number by the normal gravity value computed on the
 MN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0066.degrees latitude (g = 980.6199 gals.).
 MN0066
 MN0066.The modeled gravity was interpolated from observed gravity values.
 MN0066
 MN0066;                    North         East    Units  Estimated Accuracy
 MN0066;SPC NE       -   137,820.      297,310.      MT  (+/- 180 meters Scaled)
 MN0066
 MN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF175474(NAD 83)
 MN0066
 MN0066                          SUPERSEDED SURVEY CONTROL
 MN0066
 MN0066  NGVD 29 (??/??/92) 1105.136  (m)         3625.77   (f) ADJ UNCH    2 0
 MN0066
 MN0066.Superseded values are not recommended for survey control.
 MN0066
 MN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0066.See file dsdata.pdf to determine how the superseded data were derived.
 MN0066
 MN0066_MARKER: DB = BENCH MARK DISK
 MN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0066_STAMPING: B 59 1934
 MN0066_MARK LOGO: CGS
 MN0066_PROJECTION: FLUSH
 MN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0066+STABILITY: SURFACE MOTION
 MN0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0066+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 MN0066
 MN0066  HISTORY     - Date     Condition        Report By
 MN0066  HISTORY     - 1934     MONUMENTED       CGS
 MN0066  HISTORY     - 20110707 GOOD             INDIV
 MN0066  HISTORY     - 20160516 GOOD             NEGS
 MN0066
 MN0066                          STATION DESCRIPTION
 MN0066
 MN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0066'4.5 MI SE FROM CHAPPELL.
 MN0066'4.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0066'STATION AT CHAPPELL, DEUEL COUNTY, 8 POLES SOUTH OF MILEPOST
 MN0066'376, 84 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 27 PARALLELING
 MN0066'THE TRACK, AND 78 FEET WEST OF THE WEST RAIL OF THE DOUBLE TRACK.
 MN0066'A STANDARD DISK, STAMPED B 59 1934 AND SET IN THE TOP OF A CONCRETE
 MN0066'POST.
 MN0066
 MN0066                          STATION RECOVERY (2011)
 MN0066
 MN0066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (LLB)
 MN0066'WSW 90.0 FT. TO CENTERLINE HWY 385, SSE 430 FT. CENTERLINE COUNTY ROAD
 MN0066'8, EAST 0.85 FT. TO BOTTOM CARSONITE WITNESS SIGN, EAST 69.0 FT. TO
 MN0066'WEST RAIL OF TRACK, REFERENCE POST 3+68 ON HWY 385, MARK IS FLUSH.
 MN0066
 MN0066                          STATION RECOVERY (2016)
 MN0066
 MN0066'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 MN0066'FROM THE NEBRASKA/COLORADO LINE ON U.S. HWY. 385 PROCEED NORTHWEST ON
 MN0066'U.S. HWY 385 APPROX. 3.62 MILES INTO NEBRASKA.  BENCH MARK IS NEAR
 MN0066'MILE POST 3+68 FOR U.S. HWY. 385, 90 FEET EAST NORTHEAST OF
 MN0066'CENTERLINE, 69 FEET SOUTHWEST OF WEST RAIL OF WEST SET OF RAILROAD
 MN0066'TRACKS, 0.85 FEET SOUTHWEST OF ORANGE FIBERGLASS WITNESS POST, 0.75
 MN0066'FEET NORTHEAST OF 'T' POST BOTTOM AND IS FLUSH WITH GROUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0766 ***********************************************************************
 LH0766  DESIGNATION -  B 6
 LH0766  PID         -  LH0766
 LH0766  STATE/COUNTY-  NE/DAWSON
 LH0766  COUNTRY     -  US
 LH0766  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0766
 LH0766                         *CURRENT SURVEY CONTROL
 LH0766  ______________________________________________________________________
 LH0766* NAD 83(1986) POSITION- 40 45 45.     (N) 099 40 52.     (W)   SCALED
 LH0766* NAVD 88 ORTHO HEIGHT -   724.419 (meters)     2376.70  (feet) ADJUSTED
 LH0766  ______________________________________________________________________
 LH0766  GEOID HEIGHT    -        -23.920 (meters)                     GEOID18
 LH0766  DYNAMIC HEIGHT  -        723.995 (meters)     2375.31  (feet) COMP
 LH0766  MODELED GRAVITY -    980,014.8   (mgal)                       NAVD 88
 LH0766
 LH0766  VERT ORDER      -  FIRST     CLASS II
 LH0766
 LH0766.The horizontal coordinates were scaled from a map and have
 LH0766.an estimated accuracy of +/- 6 seconds.
 LH0766
 LH0766.The orthometric height was determined by differential leveling and
 LH0766.adjusted by the NATIONAL GEODETIC SURVEY
 LH0766.in May 1993.
 LH0766
 LH0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0766.GEOID18 height accuracy estimate available here.
 LH0766
 LH0766.Click photographs - Photos may exist for this station.
 LH0766
 LH0766.The dynamic height is computed by dividing the NAVD 88
 LH0766.geopotential number by the normal gravity value computed on the
 LH0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0766.degrees latitude (g = 980.6199 gals.).
 LH0766
 LH0766.The modeled gravity was interpolated from observed gravity values.
 LH0766
 LH0766;                    North         East    Units  Estimated Accuracy
 LH0766;SPC NE       -   103,210.      526,920.      MT  (+/- 180 meters Scaled)
 LH0766
 LH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML425126(NAD 83)
 LH0766
 LH0766                          SUPERSEDED SURVEY CONTROL
 LH0766
 LH0766  NAVD 88 (06/15/91)  724.429  (m)         2376.73   (f) SUPERSEDED  1 2
 LH0766  NGVD 29 (02/14/92)  724.156  (m)         2375.84   (f) ADJUSTED    1 2
 LH0766  NGVD 29 (??/??/87)  724.156  (m)         2375.84   (f) SUPERSEDED  1 2
 LH0766
 LH0766.Superseded values are not recommended for survey control.
 LH0766
 LH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0766.See file dsdata.pdf to determine how the superseded data were derived.
 LH0766
 LH0766_MARKER: DB = BENCH MARK DISK
 LH0766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0766_SP_SET: CULVERT WINGWALL
 LH0766_STAMPING: B 6 1933 2375.835
 LH0766_MARK LOGO: CGS
 LH0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0766+STABILITY: SURFACE MOTION
 LH0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0766+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0766
 LH0766  HISTORY     - Date     Condition        Report By
 LH0766  HISTORY     - 1933     MONUMENTED       CGS
 LH0766  HISTORY     - 1974     GOOD             NGS
 LH0766  HISTORY     - 1986     GOOD             NGS
 LH0766  HISTORY     - 19910920 GOOD             NGS
 LH0766  HISTORY     - 19980205 GOOD             LOCSUR
 LH0766
 LH0766                          STATION DESCRIPTION
 LH0766
 LH0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0766'3.4 MI SE FROM LEXINGTON.
 LH0766'ABOUT 3.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0766'THE STATION AT LEXINGTON, DAWSON COUNTY, AT MILEPOST 221, ABOUT
 LH0766'140 YARDS WEST OF THE SOUTH ENTRANCE TO EVERGREEN CEMETERY,
 LH0766'110 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 19.7 FEET
 LH0766'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AT AN IRRIGATION
 LH0766'FLUME, IN THE TOP OF THE EAST CONCRETE WING WALL OF THE NORTH
 LH0766'CONCRETE ABUTMENT, AND 27.5 FEET SOUTH OF THE NORTH RAILROAD
 LH0766'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2375.835 B 6 1933.
 LH0766
 LH0766                          STATION RECOVERY (1974)
 LH0766
 LH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LH0766'RECOVERED IN GOOD CONDITION.
 LH0766
 LH0766                          STATION RECOVERY (1986)
 LH0766
 LH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0766'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 LH0766'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2
 LH0766'MI) SOUTH ALONG US HIGHWAY 30 FROM THE US HIGHWAY OVERPASS BRIDGE AT
 LH0766'LEXINGTON, IN TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF THE NORTHEAST
 LH0766'END OF THE NORTHEAST WINGWALL FOR AN IRRIGATION FLUME UNDER THE UNION
 LH0766'PACIFIC RAILROAD, 0.19 KM (0.12 MI) SOUTHEAST OF MILEPOST 241, 33.5
 LH0766'METERS (110 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 5.9 METERS
 LH0766'(19.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 LH0766'TRACKS.
 LH0766
 LH0766                          STATION RECOVERY (1991)
 LH0766
 LH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0766'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0766'U.S. HIGHWAY 283 IN LEXINGTON, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 LH0766'THE NORTH END OF THE EAST CONCRETE WINGWALL OF A CULVERT UNDER THE
 LH0766'UNION PACIFIC RAILROAD, 132.0 M (433.1 FT) WEST OF THE EXTENDED
 LH0766'CENTER OF THE EVERGREEN CEMETERY ENTRANCE ROAD, 33.4 M (109.6 FT)
 LH0766'SOUTH OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) NORTH OF THE NEAR
 LH0766'RAIL, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LH0766
 LH0766                          STATION RECOVERY (1998)
 LH0766
 LH0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (RD)
 LH0766'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0766'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1126 ***********************************************************************
 AI1126  DESIGNATION -  B 6 RESET
 AI1126  PID         -  AI1126
 AI1126  STATE/COUNTY-  NE/DAWSON
 AI1126  COUNTRY     -  US
 AI1126  USGS QUAD   -  LEXINGTON EAST (2017)
 AI1126
 AI1126                         *CURRENT SURVEY CONTROL
 AI1126  ______________________________________________________________________
 AI1126* NAD 83(1986) POSITION- 40 45 45.     (N) 099 40 52.     (W)   SCALED
 AI1126* NAVD 88 ORTHO HEIGHT -   723.90  (meters)     2375.0   (feet) RESET
 AI1126  ______________________________________________________________________
 AI1126  GEOID HEIGHT    -        -23.920 (meters)                     GEOID18
 AI1126  VERT ORDER      -  THIRD
 AI1126
 AI1126.The horizontal coordinates were scaled from a map and have
 AI1126.an estimated accuracy of +/- 6 seconds.
 AI1126
 AI1126.The orthometric height was computed from unverified reset data.
 AI1126
 AI1126.No vertical observational check was made to the station.
 AI1126
 AI1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1126.GEOID18 height accuracy estimate available here.
 AI1126
 AI1126.Click photographs - Photos may exist for this station.
 AI1126
 AI1126;                    North         East    Units  Estimated Accuracy
 AI1126;SPC NE       -   103,210.      526,920.      MT  (+/- 180 meters Scaled)
 AI1126
 AI1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML425126(NAD 83)
 AI1126
 AI1126                          SUPERSEDED SURVEY CONTROL
 AI1126
 AI1126.No superseded survey control is available for this station.
 AI1126
 AI1126_MARKER: DV = VERTICAL CONTROL DISK
 AI1126_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1126_SP_SET: BRIDGE HEADWALL
 AI1126_STAMPING: B 6 RESET 1997
 AI1126_MARK LOGO: NGS
 AI1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1126
 AI1126  HISTORY     - Date     Condition        Report By
 AI1126  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI1126
 AI1126                          STATION DESCRIPTION
 AI1126
 AI1126'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 AI1126'3.15 MI (5.07 KM) EAST ALONG U.S.  HIGHWAY 30 FROM THE JUNCTION WITH
 AI1126'U.S.  HIGHWAY 283, IN LEXINGTON, TO THE MARK, ON THE RIGHT, NEAR THE
 AI1126'CENTER OF SEC11, T9N, R21W, IN THE NORTHEAST CORNER OF THE HEADWALL OF
 AI1126'BRIDGE OVER THE SPRING CREEK IRRIGATION CANAL, OPPOSITE THE EVERGREEN
 AI1126'CEMETERY, 128 M (419.9 FT) WEST OF THE SOUTH ENTRANCE TO THE CEMETERY,
 AI1126'38 M (124.7 FT) EAST OF THE EXTENSION OF THE WEST EDGE OF THE
 AI1126'CEMETERY, 32.4 M (106.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AI1126'26.09 M (85.60 FT) EAST-SOUTHEAST OF A NAIL ON THE SOUTH SIDE OF A
 AI1126'POLE NUMBERED 221 AND 7.6 M (24.9 FT) NORTH OF THE NORTH RAIL OF THE
 AI1126'NORTH MAIN TRACKS OF THE UNION PACIFIC RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0819 ***********************************************************************
 LH0819  DESIGNATION -  B 60 RESET
 LH0819  PID         -  LH0819
 LH0819  STATE/COUNTY-  NE/DAWSON
 LH0819  COUNTRY     -  US
 LH0819  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0819
 LH0819                         *CURRENT SURVEY CONTROL
 LH0819  ______________________________________________________________________
 LH0819* NAD 83(1986) POSITION- 40 50 14.     (N) 099 44 56.     (W)   SCALED
 LH0819* NAVD 88 ORTHO HEIGHT -   739.01  (meters)     2424.6   (feet) RESET
 LH0819  ______________________________________________________________________
 LH0819  GEOID HEIGHT    -        -23.687 (meters)                     GEOID18
 LH0819  VERT ORDER      -  THIRD
 LH0819
 LH0819.The horizontal coordinates were scaled from a map and have
 LH0819.an estimated accuracy of +/- 6 seconds.
 LH0819
 LH0819.The orthometric height was computed from unverified reset data.
 LH0819
 LH0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0819.GEOID18 height accuracy estimate available here.
 LH0819
 LH0819.Click photographs - Photos may exist for this station.
 LH0819
 LH0819;                    North         East    Units  Estimated Accuracy
 LH0819;SPC NE       -   111,490.      521,170.      MT  (+/- 180 meters Scaled)
 LH0819
 LH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368209(NAD 83)
 LH0819
 LH0819                          SUPERSEDED SURVEY CONTROL
 LH0819
 LH0819  NGVD 29 (??/??/??)  738.72   (m)         2423.6    (f) RESET       3  
 LH0819
 LH0819.Superseded values are not recommended for survey control.
 LH0819
 LH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0819.See file dsdata.pdf to determine how the superseded data were derived.
 LH0819
 LH0819_MARKER: DB = BENCH MARK DISK
 LH0819_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0819_SP_SET: SIPHON HEADWALL
 LH0819_STAMPING: B 60 RESET 1956
 LH0819_MARK LOGO: CGS
 LH0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0819+STABILITY: SURFACE MOTION
 LH0819
 LH0819  HISTORY     - Date     Condition        Report By
 LH0819  HISTORY     - 1956     MONUMENTED       NEDR
 LH0819
 LH0819                          STATION DESCRIPTION
 LH0819
 LH0819'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 LH0819'4.2 MI N FROM LEXINGTON.
 LH0819'4.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0819'AT LEXINGTON, 0.5 MILE NORTH OF THE CROSSING OF AN EAST-AND-WEST
 LH0819'ROAD, 222 FEET NORTH OF THE NORTH END OF THE FLOOR OF A BRIDGE
 LH0819'OVER BUFFALO CREEK, 63 FEET EAST OF THE CENTERLINE OF THE
 LH0819'HIGHWAY, 15 FEET NORTH OF A FIELD ENTRANCE, 8 FEET NORTH OF AN
 LH0819'EAST-AND-WEST FENCE, 3 FEET OF THE RIGHT-OF-WAY FENCE, AT A
 LH0819'CONCRETE SIPHON, AND IN THE TOP OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0160 ***********************************************************************
 NP0160  DESIGNATION -  B 61
 NP0160  PID         -  NP0160
 NP0160  STATE/COUNTY-  NE/BOX BUTTE
 NP0160  COUNTRY     -  US
 NP0160  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0160
 NP0160                         *CURRENT SURVEY CONTROL
 NP0160  ______________________________________________________________________
 NP0160* NAD 83(1986) POSITION- 42 05 44.     (N) 102 49 10.     (W)   SCALED
 NP0160* NAVD 88 ORTHO HEIGHT -  1205.853 (meters)     3956.20  (feet) ADJUSTED
 NP0160  ______________________________________________________________________
 NP0160  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0160  DYNAMIC HEIGHT  -       1205.155 (meters)     3953.91  (feet) COMP
 NP0160  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 NP0160
 NP0160  VERT ORDER      -  FIRST     CLASS II
 NP0160
 NP0160.The horizontal coordinates were scaled from a map and have
 NP0160.an estimated accuracy of +/- 6 seconds.
 NP0160
 NP0160.The orthometric height was determined by differential leveling and
 NP0160.adjusted by the NATIONAL GEODETIC SURVEY
 NP0160.in June 1991.
 NP0160
 NP0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0160.GEOID18 height accuracy estimate available here.
 NP0160
 NP0160.Click photographs - Photos may exist for this station.
 NP0160
 NP0160.The dynamic height is computed by dividing the NAVD 88
 NP0160.geopotential number by the normal gravity value computed on the
 NP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0160.degrees latitude (g = 980.6199 gals.).
 NP0160
 NP0160.The modeled gravity was interpolated from observed gravity values.
 NP0160
 NP0160;                    North         East    Units  Estimated Accuracy
 NP0160;SPC NE       -   254,970.      266,870.      MT  (+/- 180 meters Scaled)
 NP0160
 NP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG803626(NAD 83)
 NP0160
 NP0160                          SUPERSEDED SURVEY CONTROL
 NP0160
 NP0160  NGVD 29 (??/??/92) 1205.310  (m)         3954.42   (f) ADJ UNCH    1 2
 NP0160
 NP0160.Superseded values are not recommended for survey control.
 NP0160
 NP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0160.See file dsdata.pdf to determine how the superseded data were derived.
 NP0160
 NP0160_MARKER: DB = BENCH MARK DISK
 NP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0160_STAMPING: B 61 1934
 NP0160_MARK LOGO: CGS
 NP0160_PROJECTION: RECESSED 24 CENTIMETERS
 NP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0160+STABILITY: SURFACE MOTION
 NP0160
 NP0160  HISTORY     - Date     Condition        Report By
 NP0160  HISTORY     - 1934     MONUMENTED       CGS
 NP0160  HISTORY     - 1967     GOOD             CGS
 NP0160  HISTORY     - 1985     GOOD             NGS
 NP0160
 NP0160                          STATION DESCRIPTION
 NP0160
 NP0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0160'2.6 MI E FROM ALLIANCE.
 NP0160'THE STATION IS SITUATED 2.6 MILES EAST ALONG THE CHICAGO
 NP0160'BURLINGTON, AND QUINCY RAILROAD FROM THE STATION AT ALLIANCE,
 NP0160'40.5 FT. NORTH OF THE NORTH RAIL, 45.5 FT. WEST OF THE
 NP0160'CENTERLINE OF THE ROAD, 13.0 FT. SOUTHWEST OF A 10 IN X 10 IN
 NP0160'CONCRETE FENCE POST, 6.9 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 NP0160'AND 2.5 FT. EAST OF A C AND GS WITNESS POST SIGN PROJECTING 3.1
 NP0160'FT. ABOVE THE GROUND.  THE STATION IS A STANDARD DISK, STAMPED
 NP0160'B 61 1934, SET IN THE TOP OF A CONCRETE POST BURIED ABOUT 0.8 FT.
 NP0160'BELOW THE GROUND SURFACE.
 NP0160
 NP0160                          STATION RECOVERY (1985)
 NP0160
 NP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0160'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0160'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0160'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0107 ***********************************************************************
 NO0107  DESIGNATION -  B 63
 NO0107  PID         -  NO0107
 NO0107  STATE/COUNTY-  NE/HOOKER
 NO0107  COUNTRY     -  US
 NO0107  USGS QUAD   -  SENECA SW (2017)
 NO0107
 NO0107                         *CURRENT SURVEY CONTROL
 NO0107  ______________________________________________________________________
 NO0107* NAD 83(1986) POSITION- 42 02 52.     (N) 100 58 17.     (W)   SCALED
 NO0107* NAVD 88 ORTHO HEIGHT -   955.131 (meters)     3133.63  (feet) ADJUSTED
 NO0107  ______________________________________________________________________
 NO0107  GEOID HEIGHT    -        -20.833 (meters)                     GEOID18
 NO0107  DYNAMIC HEIGHT  -        954.628 (meters)     3131.98  (feet) COMP
 NO0107  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 NO0107
 NO0107  VERT ORDER      -  SECOND    CLASS 0
 NO0107
 NO0107.The horizontal coordinates were scaled from a map and have
 NO0107.an estimated accuracy of +/- 6 seconds.
 NO0107
 NO0107.The orthometric height was determined by differential leveling and
 NO0107.adjusted by the NATIONAL GEODETIC SURVEY
 NO0107.in June 1991.
 NO0107
 NO0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0107.GEOID18 height accuracy estimate available here.
 NO0107
 NO0107.Click photographs - Photos may exist for this station.
 NO0107
 NO0107.The dynamic height is computed by dividing the NAVD 88
 NO0107.geopotential number by the normal gravity value computed on the
 NO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0107.degrees latitude (g = 980.6199 gals.).
 NO0107
 NO0107.The modeled gravity was interpolated from observed gravity values.
 NO0107
 NO0107;                    North         East    Units  Estimated Accuracy
 NO0107;SPC NE       -   246,320.      419,610.      MT  (+/- 180 meters Scaled)
 NO0107
 NO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM368569(NAD 83)
 NO0107
 NO0107                          SUPERSEDED SURVEY CONTROL
 NO0107
 NO0107  NGVD 29 (??/??/92)  954.793  (m)         3132.52   (f) ADJ UNCH    2 0
 NO0107
 NO0107.Superseded values are not recommended for survey control.
 NO0107
 NO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0107.See file dsdata.pdf to determine how the superseded data were derived.
 NO0107
 NO0107_MARKER: DB = BENCH MARK DISK
 NO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0107_STAMPING: B 63 1934
 NO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0107+STABILITY: SURFACE MOTION
 NO0107
 NO0107  HISTORY     - Date     Condition        Report By
 NO0107  HISTORY     - 1934     MONUMENTED       CGS
 NO0107  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0107
 NO0107                          STATION DESCRIPTION
 NO0107
 NO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0107'3.7 MI E FROM MULLEN.
 NO0107'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NO0107'RAILROAD FROM THE STATION AT MULLEN, HOOKER COUNTY, AT THE
 NO0107'CROSSING OF STATE HIGHWAY 2, 93 FEET SOUTH OF THE SOUTH RAIL,
 NO0107'42 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.0 FEET
 NO0107'NORTHEAST OF A FENCE CORNER, AND 3.3 FEET NORTH OF THE FENCE.
 NO0107'A STANDARD DISK, STAMPED B 63 1934 AND SET IN THE TOP OF A
 NO0107'CONCRETE POST.
 NO0107
 NO0107                          STATION RECOVERY (1985)
 NO0107
 NO0107'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0009 ***********************************************************************
 MM0009  DESIGNATION -  B 64
 MM0009  PID         -  MM0009
 MM0009  STATE/COUNTY-  NE/BLAINE
 MM0009  COUNTRY     -  US
 MM0009  USGS QUAD   -  DUNNING NW (2017)
 MM0009
 MM0009                         *CURRENT SURVEY CONTROL
 MM0009  ______________________________________________________________________
 MM0009* NAD 83(1986) POSITION- 41 53 32.35   (N) 100 14 07.87   (W)   HD_HELD1
 MM0009* NAVD 88 ORTHO HEIGHT -   818.451 (meters)     2685.20  (feet) ADJUSTED
 MM0009  ______________________________________________________________________
 MM0009  GEOID HEIGHT    -        -22.061 (meters)                     GEOID18
 MM0009  DYNAMIC HEIGHT  -        818.044 (meters)     2683.87  (feet) COMP
 MM0009  MODELED GRAVITY -    980,097.7   (mgal)                       NAVD 88
 MM0009
 MM0009  VERT ORDER      -  SECOND    CLASS 0
 MM0009
 MM0009.The horizontal coordinates were determined by differentially corrected
 MM0009.hand held GPS observations or other comparable positioning techniques
 MM0009.and have an estimated accuracy of +/- 3 meters.
 MM0009
 MM0009.The orthometric height was determined by differential leveling and
 MM0009.adjusted by the NATIONAL GEODETIC SURVEY
 MM0009.in June 1991.
 MM0009
 MM0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0009.GEOID18 height accuracy estimate available here.
 MM0009
 MM0009.Click photographs - Photos may exist for this station.
 MM0009
 MM0009.The dynamic height is computed by dividing the NAVD 88
 MM0009.geopotential number by the normal gravity value computed on the
 MM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0009.degrees latitude (g = 980.6199 gals.).
 MM0009
 MM0009.The modeled gravity was interpolated from observed gravity values.
 MM0009
 MM0009;                    North         East    Units  Estimated Accuracy
 MM0009;SPC NE       -   228,628.0     480,460.4     MT  (+/- 3 meters HH1 GPS) 
 MM0009
 MM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9750438558(NAD 83)
 MM0009
 MM0009                          SUPERSEDED SURVEY CONTROL
 MM0009
 MM0009  NGVD 29 (??/??/92)  818.166  (m)         2684.27   (f) ADJ UNCH    2 0
 MM0009
 MM0009.Superseded values are not recommended for survey control.
 MM0009
 MM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0009.See file dsdata.pdf to determine how the superseded data were derived.
 MM0009
 MM0009_MARKER: DB = BENCH MARK DISK
 MM0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0009_STAMPING: B 64 1934
 MM0009_MARK LOGO: CGS
 MM0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0009+STABILITY: SURFACE MOTION
 MM0009
 MM0009  HISTORY     - Date     Condition        Report By
 MM0009  HISTORY     - 1934     MONUMENTED       CGS
 MM0009  HISTORY     - 19850920 MARK NOT FOUND   USPSQD
 MM0009
 MM0009                          STATION DESCRIPTION
 MM0009
 MM0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0009'1.9 MI SE FROM HALSEY.
 MM0009'IN BLAINE COUNTY, 1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 MM0009'AND QUINCY RAILROAD FROM THE STATION AT HALSEY, THOMAS COUNTY,
 MM0009'AT MILEAGE 223.35, OPPOSITE A STATION-ONE-MILE SIGN, 61 FEET
 MM0009'WEST OF A POLE, 37.0 FEET NORTH OF THE NORTH RAIL, AND IN LINE
 MM0009'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 64 1934 AND
 MM0009'SET IN THE TOP OF A CONCRETE POST.
 MM0009
 MM0009                          STATION RECOVERY (1985)
 MM0009
 MM0009'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0174 ***********************************************************************
 MM0174  DESIGNATION -  B 65
 MM0174  PID         -  MM0174
 MM0174  STATE/COUNTY-  NE/LOGAN
 MM0174  COUNTRY     -  US
 MM0174  USGS QUAD   -  HAPPY HOLLOW (2017)
 MM0174
 MM0174                         *CURRENT SURVEY CONTROL
 MM0174  ______________________________________________________________________
 MM0174* NAD 83(1986) POSITION- 41 38 05.     (N) 100 31 44.     (W)   SCALED
 MM0174* NAVD 88 ORTHO HEIGHT -   917.864 (meters)     3011.36  (feet) ADJUSTED
 MM0174  ______________________________________________________________________
 MM0174  GEOID HEIGHT    -        -21.845 (meters)                     GEOID18
 MM0174  DYNAMIC HEIGHT  -        917.360 (meters)     3009.71  (feet) COMP
 MM0174  MODELED GRAVITY -    980,041.7   (mgal)                       NAVD 88
 MM0174
 MM0174  VERT ORDER      -  SECOND    CLASS 0
 MM0174
 MM0174.The horizontal coordinates were scaled from a map and have
 MM0174.an estimated accuracy of +/- 6 seconds.
 MM0174
 MM0174.The orthometric height was determined by differential leveling and
 MM0174.adjusted by the NATIONAL GEODETIC SURVEY
 MM0174.in June 1991.
 MM0174
 MM0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0174.GEOID18 height accuracy estimate available here.
 MM0174
 MM0174.Click photographs - Photos may exist for this station.
 MM0174
 MM0174.The dynamic height is computed by dividing the NAVD 88
 MM0174.geopotential number by the normal gravity value computed on the
 MM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0174.degrees latitude (g = 980.6199 gals.).
 MM0174
 MM0174.The modeled gravity was interpolated from observed gravity values.
 MM0174
 MM0174;                    North         East    Units  Estimated Accuracy
 MM0174;SPC NE       -   200,140.      455,950.      MT  (+/- 180 meters Scaled)
 MM0174
 MM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM726103(NAD 83)
 MM0174
 MM0174                          SUPERSEDED SURVEY CONTROL
 MM0174
 MM0174  NGVD 29 (??/??/92)  917.550  (m)         3010.33   (f) ADJ UNCH    2 0
 MM0174
 MM0174.Superseded values are not recommended for survey control.
 MM0174
 MM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0174.See file dsdata.pdf to determine how the superseded data were derived.
 MM0174
 MM0174_MARKER: DB = BENCH MARK DISK
 MM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0174_STAMPING: B 65 1934
 MM0174_MARK LOGO: CGS
 MM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0174+STABILITY: SURFACE MOTION
 MM0174
 MM0174  HISTORY     - Date     Condition        Report By
 MM0174  HISTORY     - 1934     MONUMENTED       CGS
 MM0174  HISTORY     - 19851031 MARK NOT FOUND   USPSQD
 MM0174
 MM0174                          STATION DESCRIPTION
 MM0174
 MM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0174'12.1 MI N FROM STAPLETON.
 MM0174'ABOUT 12.1 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0174'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 12.9
 MM0174'MILES SOUTH OF THE BRIDGE OVER DISMAL RIVER, AT THE SOUTH END
 MM0174'OF A SMALL CURVE TO THE EAST, 18 FEET NORTHEAST OF THE CENTER
 MM0174'LINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF A FENCE CORNER, 24 FEET
 MM0174'WEST OF THE NORTH-AND-SOUTH FENCE, AND 15.3 FEET SOUTH OF THE
 MM0174'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 65 1934 AND
 MM0174'SET IN THE TOP OF A CONCRETE POST.
 MM0174
 MM0174                          STATION RECOVERY (1985)
 MM0174
 MM0174'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0890 ***********************************************************************
 ML0890  DESIGNATION -  B 67
 ML0890  PID         -  ML0890
 ML0890  STATE/COUNTY-  NE/BLAINE
 ML0890  COUNTRY     -  US
 ML0890  USGS QUAD   -  BREWSTER (2017)
 ML0890
 ML0890                         *CURRENT SURVEY CONTROL
 ML0890  ______________________________________________________________________
 ML0890* NAD 83(1986) POSITION- 41 57 43.     (N) 099 51 06.     (W)   SCALED
 ML0890* NAVD 88 ORTHO HEIGHT -   766.634 (meters)     2515.20  (feet) ADJUSTED
 ML0890  ______________________________________________________________________
 ML0890  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 ML0890  DYNAMIC HEIGHT  -        766.266 (meters)     2513.99  (feet) COMP
 ML0890  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 ML0890
 ML0890  VERT ORDER      -  SECOND    CLASS 0
 ML0890
 ML0890.The horizontal coordinates were scaled from a map and have
 ML0890.an estimated accuracy of +/- 6 seconds.
 ML0890
 ML0890.The orthometric height was determined by differential leveling and
 ML0890.adjusted by the NATIONAL GEODETIC SURVEY
 ML0890.in June 1991.
 ML0890
 ML0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0890.GEOID18 height accuracy estimate available here.
 ML0890
 ML0890.Click photographs - Photos may exist for this station.
 ML0890
 ML0890.The dynamic height is computed by dividing the NAVD 88
 ML0890.geopotential number by the normal gravity value computed on the
 ML0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0890.degrees latitude (g = 980.6199 gals.).
 ML0890
 ML0890.The modeled gravity was interpolated from observed gravity values.
 ML0890
 ML0890;                    North         East    Units  Estimated Accuracy
 ML0890;SPC NE       -   236,340.      512,290.      MT  (+/- 180 meters Scaled)
 ML0890
 ML0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM294459(NAD 83)
 ML0890
 ML0890                          SUPERSEDED SURVEY CONTROL
 ML0890
 ML0890  NGVD 29 (??/??/92)  766.348  (m)         2514.26   (f) ADJ UNCH    2 0
 ML0890
 ML0890.Superseded values are not recommended for survey control.
 ML0890
 ML0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0890.See file dsdata.pdf to determine how the superseded data were derived.
 ML0890
 ML0890_MARKER: DB = BENCH MARK DISK
 ML0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0890_STAMPING: B 67 1935
 ML0890_MARK LOGO: CGS
 ML0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0890+STABILITY: SURFACE MOTION
 ML0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0890+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1988
 ML0890
 ML0890  HISTORY     - Date     Condition        Report By
 ML0890  HISTORY     - 1935     MONUMENTED       CGS
 ML0890  HISTORY     - 1949     MARK NOT FOUND   USGS
 ML0890  HISTORY     - 19880525 GOOD             NGS
 ML0890
 ML0890                          STATION DESCRIPTION
 ML0890
 ML0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0890'2 MI N FROM BREWSTER.
 ML0890'2.05 MILES NORTH OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0890'HIGHWAY 7 BETWEEN BREWSTER AND AINSWORTH, ABOUT 450 FEET SOUTH OF
 ML0890'POINT WHERE TELEPHONE LINE CROSSES THE HIGHWAY, 52 FEET EAST OF
 ML0890'THE CENTER LINE OF THE HIGHWAY, 4.0 FEET EAST OF RIGHT OF WAY
 ML0890'FENCE, 2.2 FEET SOUTH OF LINE FENCE, AND ABOUT 1.5 FEET ABOVE
 ML0890'THE ROAD SURFACE BESIDE THE MARK.
 ML0890
 ML0890                          STATION RECOVERY (1949)
 ML0890
 ML0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0890'MARK NOT FOUND.
 ML0890
 ML0890                          STATION RECOVERY (1988)
 ML0890
 ML0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ML0890'PREVIOUSLY REPORTED NOT FOUND, BUT RECOVERED IN GOOD CONDITION, 0.4 KM
 ML0890'(0.25 MI) NORTH ALONG LINCOLN AVENUE, FROM THE COURTHOUSE IN
 ML0890'BREWSTER, THEN 0.32 KM (0.20 MI) EAST ON RAILWAY STREET, THEN 2.57 KM
 ML0890'(1.60 MI) NORTH ALONG STATE HIGHWAY 7 TO THE MARK ON THE RIGHT, 61.4
 ML0890'M (201.4 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 21.18 M
 ML0890'(69.5 FT) EAST FROM A NORTH/SOUTH FENCE AND A WITNESS POST, 0.15 M
 ML0890'(0.5 FT) NORTHWEST FROM A U-POST WHICH PROJECTS 0.46 M (1.5 FT) ABOVE
 ML0890'THE GROUND, 1.2 M (3.9 FT) BELOW HIGHWAY AND PROJECTS 0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0520 ***********************************************************************
 NN0520  DESIGNATION -  B 68
 NN0520  PID         -  NN0520
 NN0520  STATE/COUNTY-  NE/BROWN
 NN0520  COUNTRY     -  US
 NN0520  USGS QUAD   -  AINSWORTH SW (2017)
 NN0520
 NN0520                         *CURRENT SURVEY CONTROL
 NN0520  ______________________________________________________________________
 NN0520* NAD 83(1986) POSITION- 42 33 28.     (N) 099 56 59.     (W)   SCALED
 NN0520* NAVD 88 ORTHO HEIGHT -   784.075 (meters)     2572.42  (feet) ADJUSTED
 NN0520  ______________________________________________________________________
 NN0520  GEOID HEIGHT    -        -22.467 (meters)                     GEOID18
 NN0520  DYNAMIC HEIGHT  -        783.745 (meters)     2571.34  (feet) COMP
 NN0520  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 NN0520
 NN0520  VERT ORDER      -  FIRST     CLASS II
 NN0520
 NN0520.The horizontal coordinates were scaled from a map and have
 NN0520.an estimated accuracy of +/- 6 seconds.
 NN0520
 NN0520.The orthometric height was determined by differential leveling and
 NN0520.adjusted by the NATIONAL GEODETIC SURVEY
 NN0520.in June 1991.
 NN0520
 NN0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0520.GEOID18 height accuracy estimate available here.
 NN0520
 NN0520.Click photographs - Photos may exist for this station.
 NN0520
 NN0520.The dynamic height is computed by dividing the NAVD 88
 NN0520.geopotential number by the normal gravity value computed on the
 NN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0520.degrees latitude (g = 980.6199 gals.).
 NN0520
 NN0520.The modeled gravity was interpolated from observed gravity values.
 NN0520
 NN0520;                    North         East    Units  Estimated Accuracy
 NN0520;SPC NE       -   302,500.      504,130.      MT  (+/- 180 meters Scaled)
 NN0520
 NN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN220121(NAD 83)
 NN0520
 NN0520                          SUPERSEDED SURVEY CONTROL
 NN0520
 NN0520  NGVD 29 (??/??/92)  783.779  (m)         2571.45   (f) ADJ UNCH    1 2
 NN0520
 NN0520.Superseded values are not recommended for survey control.
 NN0520
 NN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0520.See file dsdata.pdf to determine how the superseded data were derived.
 NN0520
 NN0520_MARKER: DB = BENCH MARK DISK
 NN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0520_STAMPING: B 68 1935
 NN0520_MARK LOGO: CGS
 NN0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0520+STABILITY: SURFACE MOTION
 NN0520
 NN0520  HISTORY     - Date     Condition        Report By
 NN0520  HISTORY     - 1935     MONUMENTED       CGS
 NN0520  HISTORY     - 1946     GOOD             CGS
 NN0520
 NN0520                          STATION DESCRIPTION
 NN0520
 NN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0520'4.4 MI W FROM AINSWORTH.
 NN0520'4.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0520'FROM THE STATION AT AINSWORTH, BROWN COUNTY, 0.4 MILE EAST
 NN0520'OF MILEPOST 228, 99.7 FEET SOUTH OF THE CENTERLINE OF U.S.
 NN0520'HIGHWAY 20, 61 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 NN0520'48 FEET NORTHEAST OF THE EAST END OF SIDING 25, 42.4 FEET
 NN0520'NORTHEAST OF A SWITCH, 45.3 FEET NORTH OF THE NORTH RAIL OF THE
 NN0520'MAIN TRACK AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 NN0520'STAMPED B 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0086 ***********************************************************************
 MM0086  DESIGNATION -  B 7
 MM0086  PID         -  MM0086
 MM0086  STATE/COUNTY-  NE/LINCOLN
 MM0086  COUNTRY     -  US
 MM0086  USGS QUAD   -  MAXWELL (2017)
 MM0086
 MM0086                         *CURRENT SURVEY CONTROL
 MM0086  ______________________________________________________________________
 MM0086* NAD 83(1986) POSITION- 41 04 42.     (N) 100 31 25.     (W)   SCALED
 MM0086* NAVD 88 ORTHO HEIGHT -   825.847 (meters)     2709.47  (feet) ADJUSTED
 MM0086  ______________________________________________________________________
 MM0086  GEOID HEIGHT    -        -22.569 (meters)                     GEOID18
 MM0086  DYNAMIC HEIGHT  -        825.353 (meters)     2707.85  (feet) COMP
 MM0086  MODELED GRAVITY -    979,998.9   (mgal)                       NAVD 88
 MM0086
 MM0086  VERT ORDER      -  FIRST     CLASS II
 MM0086
 MM0086.The horizontal coordinates were scaled from a map and have
 MM0086.an estimated accuracy of +/- 6 seconds.
 MM0086
 MM0086.The orthometric height was determined by differential leveling and
 MM0086.adjusted by the NATIONAL GEODETIC SURVEY
 MM0086.in June 1991.
 MM0086
 MM0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0086.GEOID18 height accuracy estimate available here.
 MM0086
 MM0086.Click photographs - Photos may exist for this station.
 MM0086
 MM0086.The dynamic height is computed by dividing the NAVD 88
 MM0086.geopotential number by the normal gravity value computed on the
 MM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0086.degrees latitude (g = 980.6199 gals.).
 MM0086
 MM0086.The modeled gravity was interpolated from observed gravity values.
 MM0086
 MM0086;                    North         East    Units  Estimated Accuracy
 MM0086;SPC NE       -   138,360.      456,010.      MT  (+/- 180 meters Scaled)
 MM0086
 MM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL720485(NAD 83)
 MM0086
 MM0086                          SUPERSEDED SURVEY CONTROL
 MM0086
 MM0086  NGVD 29 (02/14/92)  825.501  (m)         2708.33   (f) ADJUSTED    1 2
 MM0086  NGVD 29 (??/??/87)  825.523  (m)         2708.40   (f) SUPERSEDED  1 2
 MM0086
 MM0086.Superseded values are not recommended for survey control.
 MM0086
 MM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0086.See file dsdata.pdf to determine how the superseded data were derived.
 MM0086
 MM0086_MARKER: DB = BENCH MARK DISK
 MM0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0086_STAMPING: B 7 1933 2708.403
 MM0086_MARK LOGO: CGS
 MM0086_PROJECTION: RECESSED 50 CENTIMETERS
 MM0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0086+STABILITY: SURFACE MOTION
 MM0086
 MM0086  HISTORY     - Date     Condition        Report By
 MM0086  HISTORY     - 1933     MONUMENTED       CGS
 MM0086  HISTORY     - 1934     GOOD             CGS
 MM0086  HISTORY     - 1985     GOOD             NGS
 MM0086  HISTORY     - 1986     GOOD             NGS
 MM0086
 MM0086                          STATION DESCRIPTION
 MM0086
 MM0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0086'AT MAXWELL.
 MM0086'AT MAXWELL, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD 82.6
 MM0086'FEET NORTH OF THE OPERATORS WINDOW AT THE STATION, 36.8 FEET
 MM0086'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 107.7 FEET
 MM0086'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30.  A STANDARD DISK,
 MM0086'STAMPED 2708.403 B 7 1933 AND SET IN THE TOP OF A CONCRETE
 MM0086'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0086
 MM0086                          STATION RECOVERY (1934)
 MM0086
 MM0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0086'RECOVERED IN GOOD CONDITION.
 MM0086
 MM0086                          STATION RECOVERY (1985)
 MM0086
 MM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MM0086'AT MAXWELL, 0.16 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 30 AND THE UNION
 MM0086'PACIFIC RAILROAD. FROM THE CROSSING OF STATE HIGHWAY 56 A SPUR AND
 MM0086'PINE STREET, AT MAXWELL, 32.9 M (108 FT) SOUTH FROM THE CENTERLINE OF
 MM0086'U.S. HIGHWAY 30, 23.93 M (78.5 FT) WEST-SOUTHWEST FROM A POWERLINE
 MM0086'POLE, 19.20 M (63.0 FT) NORTH FROM THE NORTH RAIL OF THE SOUTH SET OF
 MM0086'2 TRACKS, 16.92 M (55.5 FT) EAST-SOUTHEAST FROM A POWERLINE POLE,
 MM0086'11.28 M (37.0 FT) NORTH FROM THE NORTH RAIL OF THE NORTH SET OF 2
 MM0086'TRACKS, WITHIN THE APPROXIMATE CENTER OF 4 METAL POSTS AND RECESSED
 MM0086'0.38 M (15 INCHES), NOTE: THE OLD STATION HAS BEEN TORN DOWN.
 MM0086
 MM0086                          STATION RECOVERY (1986)
 MM0086
 MM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0086'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 MM0086'MI) NORTHWEST ALONG US HGIHWAY 30 FROM THE PUBLIC SCHOOL AT MAXWELL,
 MM0086'0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 192, 0.12 KM (0.07 MI) SOUTHEAST
 MM0086'OF THE INTERSECTION OF PINE STREET, 32.7 METERS (107.5 FT) SOUTHWEST
 MM0086'OF THE HIGHWAY CENTERLINE, 16.7 METERS (55 FT) SOUTHEAST OF THE 3RD
 MM0086'UTILITY POLE SOUTHEAST OF PINE STREET AND 11.3 METERS (37 FT)
 MM0086'NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD.
 MM0086'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MM0086'THE MARK IS 1.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0180 ***********************************************************************
 NN0180  DESIGNATION -  B 70
 NN0180  PID         -  NN0180
 NN0180  STATE/COUNTY-  NE/ANTELOPE
 NN0180  COUNTRY     -  US
 NN0180  USGS QUAD   -  NELIGH SE (2017)
 NN0180
 NN0180                         *CURRENT SURVEY CONTROL
 NN0180  ______________________________________________________________________
 NN0180* NAD 83(1986) POSITION- 42 03 37.     (N) 098 01 30.     (W)   SCALED
 NN0180* NAVD 88 ORTHO HEIGHT -   574.954 (meters)     1886.33  (feet) ADJUSTED
 NN0180  ______________________________________________________________________
 NN0180  GEOID HEIGHT    -        -24.558 (meters)                     GEOID18
 NN0180  DYNAMIC HEIGHT  -        574.722 (meters)     1885.57  (feet) COMP
 NN0180  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 NN0180
 NN0180  VERT ORDER      -  SECOND    CLASS 0
 NN0180
 NN0180.The horizontal coordinates were scaled from a map and have
 NN0180.an estimated accuracy of +/- 6 seconds.
 NN0180
 NN0180.The orthometric height was determined by differential leveling and
 NN0180.adjusted by the NATIONAL GEODETIC SURVEY
 NN0180.in June 1991.
 NN0180
 NN0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0180.GEOID18 height accuracy estimate available here.
 NN0180
 NN0180.Click photographs - Photos may exist for this station.
 NN0180
 NN0180.The dynamic height is computed by dividing the NAVD 88
 NN0180.geopotential number by the normal gravity value computed on the
 NN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0180.degrees latitude (g = 980.6199 gals.).
 NN0180
 NN0180.The modeled gravity was interpolated from observed gravity values.
 NN0180
 NN0180;                    North         East    Units  Estimated Accuracy
 NN0180;SPC NE       -   249,120.      663,410.      MT  (+/- 180 meters Scaled)
 NN0180
 NN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM806569(NAD 83)
 NN0180
 NN0180                          SUPERSEDED SURVEY CONTROL
 NN0180
 NN0180  NGVD 29 (??/??/92)  574.734  (m)         1885.61   (f) ADJ UNCH    2 0
 NN0180
 NN0180.Superseded values are not recommended for survey control.
 NN0180
 NN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0180.See file dsdata.pdf to determine how the superseded data were derived.
 NN0180
 NN0180_MARKER: DB = BENCH MARK DISK
 NN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0180_STAMPING: B 70 1935
 NN0180_MARK LOGO: CGS
 NN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0180+STABILITY: SURFACE MOTION
 NN0180
 NN0180  HISTORY     - Date     Condition        Report By
 NN0180  HISTORY     - 1935     MONUMENTED       CGS
 NN0180  HISTORY     - 1962     MARK NOT FOUND   CGS
 NN0180
 NN0180                          STATION DESCRIPTION
 NN0180
 NN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0180'3.5 MI SW FROM OAKDALE.
 NN0180'ABOUT 3.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NN0180'RAILWAY FROM THE STATION AT OAKDALE, ANTELOPE COUNTY, AT THE
 NN0180'CROSSING OF A ROW OF POLES, 81 FEET NORTHEAST OF THE CENTER OF
 NN0180'A ROAD CROSSING, 38.6 FEET EAST OF THE EAST RAIL OF THE MAIN
 NN0180'TRACK, AND 31 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER.  A
 NN0180'STANDARD DISK, STAMPED B 70 1935 AND SET IN THE TOP OF A
 NN0180'CONCRETE POST.
 NN0180
 NN0180                          STATION RECOVERY (1962)
 NN0180
 NN0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0524 ***********************************************************************
 ML0524  DESIGNATION -  B 71
 ML0524  PID         -  ML0524
 ML0524  STATE/COUNTY-  NE/GARFIELD
 ML0524  COUNTRY     -  US
 ML0524  USGS QUAD   -  GABLES SE (2017)
 ML0524
 ML0524                         *CURRENT SURVEY CONTROL
 ML0524  ______________________________________________________________________
 ML0524* NAD 83(1986) POSITION- 41 46 34.     (N) 098 49 40.     (W)   SCALED
 ML0524* NAVD 88 ORTHO HEIGHT -   657.554 (meters)     2157.33  (feet) ADJUSTED
 ML0524  ______________________________________________________________________
 ML0524  GEOID HEIGHT    -        -24.060 (meters)                     GEOID18
 ML0524  DYNAMIC HEIGHT  -        657.234 (meters)     2156.28  (feet) COMP
 ML0524  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 ML0524
 ML0524  VERT ORDER      -  SECOND    CLASS 0
 ML0524
 ML0524.The horizontal coordinates were scaled from a map and have
 ML0524.an estimated accuracy of +/- 6 seconds.
 ML0524
 ML0524.The orthometric height was determined by differential leveling and
 ML0524.adjusted by the NATIONAL GEODETIC SURVEY
 ML0524.in June 1991.
 ML0524
 ML0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0524.GEOID18 height accuracy estimate available here.
 ML0524
 ML0524.Click photographs - Photos may exist for this station.
 ML0524
 ML0524.The dynamic height is computed by dividing the NAVD 88
 ML0524.geopotential number by the normal gravity value computed on the
 ML0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0524.degrees latitude (g = 980.6199 gals.).
 ML0524
 ML0524.The modeled gravity was interpolated from observed gravity values.
 ML0524
 ML0524;                    North         East    Units  Estimated Accuracy
 ML0524;SPC NE       -   216,360.      597,420.      MT  (+/- 180 meters Scaled)
 ML0524
 ML0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM143249(NAD 83)
 ML0524
 ML0524                          SUPERSEDED SURVEY CONTROL
 ML0524
 ML0524  NGVD 29 (??/??/92)  657.292  (m)         2156.47   (f) ADJ UNCH    2 0
 ML0524
 ML0524.Superseded values are not recommended for survey control.
 ML0524
 ML0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0524.See file dsdata.pdf to determine how the superseded data were derived.
 ML0524
 ML0524_MARKER: DB = BENCH MARK DISK
 ML0524_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0524_STAMPING: B 71 1935
 ML0524_MARK LOGO: CGS
 ML0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0524
 ML0524  HISTORY     - Date     Condition        Report By
 ML0524  HISTORY     - 1935     MONUMENTED       CGS
 ML0524  HISTORY     - 1972     GOOD             NGS
 ML0524
 ML0524                          STATION DESCRIPTION
 ML0524
 ML0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0524'7.6 MI W FROM ERICSON.
 ML0524'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 91, WHICH
 ML0524'IS ABOUT 7 MILES WEST ERICSON, GO WEST ON STATE HIGHWAY 91 FOR
 ML0524'1.1 MILE TO A SIDE ROAD, THENCE SOUTH ON DIRT ROAD PASSING MR.
 ML0524'GENE SWANSON HOUSE FOR 0.35 MILE TO A FORK, KEEP LEFT FORK AND
 ML0524'CONTINUE SOUTH FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE
 ML0524'AND CONTINUE SOUTH-EAST ALONG TOP OF THE RIDGE FOR 0.15 MILE
 ML0524'TO A SMALL DUMP, FROM HERE CONTINUE SOUTH ACROSS FIELD TO THE
 ML0524'FENCE LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 ML0524'THAT PROJECTS 4 INCHES, 5 FEET SOUTH OF THE CENTER OF THE OLD
 ML0524'ROADBED, 4 FEET EAST OF A NORTH-SOUTH FENCE, 2 FEET NORTH OF A
 ML0524'EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0867 ***********************************************************************
 ML0867  DESIGNATION -  B 72
 ML0867  PID         -  ML0867
 ML0867  STATE/COUNTY-  NE/LOUP
 ML0867  COUNTRY     -  US
 ML0867  USGS QUAD   -  ALMERIA (2017)
 ML0867
 ML0867                         *CURRENT SURVEY CONTROL
 ML0867  ______________________________________________________________________
 ML0867* NAD 83(1986) POSITION- 41 49 42.     (N) 099 33 14.     (W)   SCALED
 ML0867* NAVD 88 ORTHO HEIGHT -   744.968 (meters)     2444.12  (feet) ADJUSTED
 ML0867  ______________________________________________________________________
 ML0867  GEOID HEIGHT    -        -22.816 (meters)                     GEOID18
 ML0867  DYNAMIC HEIGHT  -        744.610 (meters)     2442.94  (feet) COMP
 ML0867  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 ML0867
 ML0867  VERT ORDER      -  SECOND    CLASS 0
 ML0867
 ML0867.The horizontal coordinates were scaled from a map and have
 ML0867.an estimated accuracy of +/- 6 seconds.
 ML0867
 ML0867.The orthometric height was determined by differential leveling and
 ML0867.adjusted by the NATIONAL GEODETIC SURVEY
 ML0867.in June 1991.
 ML0867
 ML0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0867.GEOID18 height accuracy estimate available here.
 ML0867
 ML0867.Click photographs - Photos may exist for this station.
 ML0867
 ML0867.The dynamic height is computed by dividing the NAVD 88
 ML0867.geopotential number by the normal gravity value computed on the
 ML0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0867.degrees latitude (g = 980.6199 gals.).
 ML0867
 ML0867.The modeled gravity was interpolated from observed gravity values.
 ML0867
 ML0867;                    North         East    Units  Estimated Accuracy
 ML0867;SPC NE       -   221,590.      537,050.      MT  (+/- 180 meters Scaled)
 ML0867
 ML0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM540308(NAD 83)
 ML0867
 ML0867                          SUPERSEDED SURVEY CONTROL
 ML0867
 ML0867  NGVD 29 (??/??/92)  744.700  (m)         2443.24   (f) ADJ UNCH    2 0
 ML0867
 ML0867.Superseded values are not recommended for survey control.
 ML0867
 ML0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0867.See file dsdata.pdf to determine how the superseded data were derived.
 ML0867
 ML0867_MARKER: DB = BENCH MARK DISK
 ML0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0867_STAMPING: B 72 1935
 ML0867_MARK LOGO: CGS
 ML0867_PROJECTION: FLUSH
 ML0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0867+STABILITY: SURFACE MOTION
 ML0867
 ML0867  HISTORY     - Date     Condition        Report By
 ML0867  HISTORY     - 1935     MONUMENTED       CGS
 ML0867  HISTORY     - 1950     GOOD             CGS
 ML0867
 ML0867                          STATION DESCRIPTION
 ML0867
 ML0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0867'1.8 MI W FROM ALMERIA.
 ML0867'1.75 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0867'ALMERIA, 600 FEET NORTHWEST OF A FORKED TREE WHICH IS 300 FEET
 ML0867'SOUTH OF THE HIGHWAY, 300 FEET WEST OF A WINDMILL, 94 FEET
 ML0867'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOODEN BRIDGE, 34
 ML0867'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A
 ML0867'FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0867'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0181 ***********************************************************************
 NO0181  DESIGNATION -  B 73
 NO0181  PID         -  NO0181
 NO0181  STATE/COUNTY-  NE/CHERRY
 NO0181  COUNTRY     -  US
 NO0181  USGS QUAD   -  SIMEON (2017)
 NO0181
 NO0181                         *CURRENT SURVEY CONTROL
 NO0181  ______________________________________________________________________
 NO0181* NAD 83(1986) POSITION- 42 31 52.87   (N) 100 40 28.25   (W)   HD_HELD1
 NO0181* NAVD 88 ORTHO HEIGHT -   898.128 (meters)     2946.61  (feet) ADJUSTED
 NO0181  ______________________________________________________________________
 NO0181  GEOID HEIGHT    -        -21.373 (meters)                     GEOID18
 NO0181  DYNAMIC HEIGHT  -        897.707 (meters)     2945.23  (feet) COMP
 NO0181  MODELED GRAVITY -    980,122.2   (mgal)                       NAVD 88
 NO0181
 NO0181  VERT ORDER      -  SECOND    CLASS 0
 NO0181
 NO0181.The horizontal coordinates were determined by differentially corrected
 NO0181.hand held GPS observations or other comparable positioning techniques
 NO0181.and have an estimated accuracy of +/- 3 meters.
 NO0181
 NO0181.The orthometric height was determined by differential leveling and
 NO0181.adjusted by the NATIONAL GEODETIC SURVEY
 NO0181.in June 1991.
 NO0181
 NO0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0181.GEOID18 height accuracy estimate available here.
 NO0181
 NO0181.Click photographs - Photos may exist for this station.
 NO0181
 NO0181.The dynamic height is computed by dividing the NAVD 88
 NO0181.geopotential number by the normal gravity value computed on the
 NO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0181.degrees latitude (g = 980.6199 gals.).
 NO0181
 NO0181.The modeled gravity was interpolated from observed gravity values.
 NO0181
 NO0181;                    North         East    Units  Estimated Accuracy
 NO0181;SPC NE       -   299,781.2     444,593.9     MT  (+/- 3 meters HH1 GPS) 
 NO0181
 NO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6247810133(NAD 83)
 NO0181
 NO0181                          SUPERSEDED SURVEY CONTROL
 NO0181
 NO0181  NGVD 29 (??/??/92)  897.810  (m)         2945.57   (f) ADJ UNCH    2 0
 NO0181
 NO0181.Superseded values are not recommended for survey control.
 NO0181
 NO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0181.See file dsdata.pdf to determine how the superseded data were derived.
 NO0181
 NO0181_MARKER: DB = BENCH MARK DISK
 NO0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0181_STAMPING: B 73 1934
 NO0181_MARK LOGO: CGS
 NO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0181+STABILITY: SURFACE MOTION
 NO0181
 NO0181  HISTORY     - Date     Condition        Report By
 NO0181  HISTORY     - 1934     MONUMENTED       CGS
 NO0181  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0181
 NO0181                          STATION DESCRIPTION
 NO0181
 NO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0181'10.6 MI N FROM CONTERRA.
 NO0181'ABOUT 10.6 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST
 NO0181'OFFICE AT CONTERRA, CHERRY COUNTY, ABOUT 2.6 MILES NORTH OF THE
 NO0181'PELICAN LAKE RESORT, ABOUT 0.3 MILE SOUTH OF THE NORTH END OF
 NO0181'THE LAKE, AT THE TOP OF A SMALL KNOLL, ABOUT 325 FEET EAST OF
 NO0181'THE LAKE SHORE, AND 26.6 FEET EAST OF THE CENTER LINE OF THE
 NO0181'ROAD.  A STANDARD DISK, STAMPED B 73 1934 AND SET IN THE TOP OF
 NO0181'A CONCRETE POST.
 NO0181
 NO0181                          STATION RECOVERY (1984)
 NO0181
 NO0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0084 ***********************************************************************
 NP0084  DESIGNATION -  B 75
 NP0084  PID         -  NP0084
 NP0084  STATE/COUNTY-  NE/SHERIDAN
 NP0084  COUNTRY     -  US
 NP0084  USGS QUAD   -  ARGO HILL (2017)
 NP0084
 NP0084                         *CURRENT SURVEY CONTROL
 NP0084  ______________________________________________________________________
 NP0084* NAD 83(1986) POSITION- 42 19 03.22   (N) 102 09 06.76   (W)   HD_HELD1
 NP0084* NAVD 88 ORTHO HEIGHT -  1212.355 (meters)     3977.53  (feet) ADJUSTED
 NP0084  ______________________________________________________________________
 NP0084  GEOID HEIGHT    -        -18.502 (meters)                     GEOID18
 NP0084  DYNAMIC HEIGHT  -       1211.707 (meters)     3975.41  (feet) COMP
 NP0084  MODELED GRAVITY -    980,044.6   (mgal)                       NAVD 88
 NP0084
 NP0084  VERT ORDER      -  SECOND    CLASS 0
 NP0084
 NP0084.The horizontal coordinates were determined by differentially corrected
 NP0084.hand held GPS observations or other comparable positioning techniques
 NP0084.and have an estimated accuracy of +/- 3 meters.
 NP0084
 NP0084.The orthometric height was determined by differential leveling and
 NP0084.adjusted by the NATIONAL GEODETIC SURVEY
 NP0084.in June 1991.
 NP0084
 NP0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0084.GEOID18 height accuracy estimate available here.
 NP0084
 NP0084.Click photographs - Photos may exist for this station.
 NP0084
 NP0084.The dynamic height is computed by dividing the NAVD 88
 NP0084.geopotential number by the normal gravity value computed on the
 NP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0084.degrees latitude (g = 980.6199 gals.).
 NP0084
 NP0084.The modeled gravity was interpolated from observed gravity values.
 NP0084
 NP0084;                    North         East    Units  Estimated Accuracy
 NP0084;SPC NE       -   278,028.8     322,665.5     MT  (+/- 3 meters HH1 GPS) 
 NP0084
 NP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3470788964(NAD 83)
 NP0084
 NP0084                          SUPERSEDED SURVEY CONTROL
 NP0084
 NP0084  NGVD 29 (??/??/92) 1211.832  (m)         3975.82   (f) ADJ UNCH    2 0
 NP0084
 NP0084.Superseded values are not recommended for survey control.
 NP0084
 NP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0084.See file dsdata.pdf to determine how the superseded data were derived.
 NP0084
 NP0084_MARKER: DB = BENCH MARK DISK
 NP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0084_STAMPING: B 75 1934
 NP0084_MARK LOGO: CGS
 NP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0084+STABILITY: SURFACE MOTION
 NP0084
 NP0084  HISTORY     - Date     Condition        Report By
 NP0084  HISTORY     - 1934     MONUMENTED       CGS
 NP0084
 NP0084                          STATION DESCRIPTION
 NP0084
 NP0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0084'23.2 MI N FROM ELLSWORTH.
 NP0084'23.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0084'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0084'COUNTY, NEAR THE CENTER OF SEC. 19, T. 27 N., R. 41 W., 15 FEET
 NP0084'WEST OF THE CENTER OF AN AUTO GATE, AND 1-1/2 FEET NORTH OF AN
 NP0084'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 75 1934 AND
 NP0084'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0229 ***********************************************************************
 MN0229  DESIGNATION -  B 76
 MN0229  PID         -  MN0229
 MN0229  STATE/COUNTY-  NE/KIMBALL
 MN0229  COUNTRY     -  US
 MN0229  USGS QUAD   -  BUSHNELL (2017)
 MN0229
 MN0229                         *CURRENT SURVEY CONTROL
 MN0229  ______________________________________________________________________
 MN0229* NAD 83(1986) POSITION- 41 11 53.0    (N) 103 58 29.6    (W)   HD_HELD2
 MN0229* NAVD 88 ORTHO HEIGHT -  1507.714 (meters)     4946.56  (feet) ADJUSTED
 MN0229  ______________________________________________________________________
 MN0229  GEOID HEIGHT    -        -18.350 (meters)                     GEOID18
 MN0229  DYNAMIC HEIGHT  -       1506.563 (meters)     4942.78  (feet) COMP
 MN0229  MODELED GRAVITY -    979,807.5   (mgal)                       NAVD 88
 MN0229
 MN0229  VERT ORDER      -  SECOND    CLASS 0
 MN0229
 MN0229.The horizontal coordinates were established by autonomous hand held GPS
 MN0229.observations and have an estimated accuracy of +/- 10 meters.
 MN0229
 MN0229.The orthometric height was determined by differential leveling and
 MN0229.adjusted by the NATIONAL GEODETIC SURVEY
 MN0229.in June 1991.
 MN0229
 MN0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0229.GEOID18 height accuracy estimate available here.
 MN0229
 MN0229.Click photographs - Photos may exist for this station.
 MN0229
 MN0229.The dynamic height is computed by dividing the NAVD 88
 MN0229.geopotential number by the normal gravity value computed on the
 MN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0229.degrees latitude (g = 980.6199 gals.).
 MN0229
 MN0229.The modeled gravity was interpolated from observed gravity values.
 MN0229
 MN0229;                    North         East    Units  Estimated Accuracy
 MN0229;SPC NE       -   159,180.      166,802.      MT  (+/- 10 meters HH2 GPS)
 MN0229
 MN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8595561249(NAD 83)
 MN0229
 MN0229                          SUPERSEDED SURVEY CONTROL
 MN0229
 MN0229  NGVD 29 (??/??/92) 1506.943  (m)         4944.03   (f) ADJ UNCH    2 0
 MN0229
 MN0229.Superseded values are not recommended for survey control.
 MN0229
 MN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0229.See file dsdata.pdf to determine how the superseded data were derived.
 MN0229
 MN0229_MARKER: DB = BENCH MARK DISK
 MN0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0229_STAMPING: B 76 1934
 MN0229_MARK LOGO: CGS
 MN0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0229+STABILITY: SURFACE MOTION
 MN0229
 MN0229  HISTORY     - Date     Condition        Report By
 MN0229  HISTORY     - 1934     MONUMENTED       CGS
 MN0229  HISTORY     - 1941     GOOD             CGS
 MN0229
 MN0229                          STATION DESCRIPTION
 MN0229
 MN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0229'4.9 MI E FROM PINE BLUFFS.
 MN0229'IN KIMBALL COUNTY, NEBRASKA, 4.9 MILES EAST ALONG THE UNION
 MN0229'PACIFIC RAILROAD FROM THE STATION AT PINE BLUFFS, LARAMIE COUNTY,
 MN0229'WYOMING, 24 POLES WEST OF MILEPOST 461, 63.9 FEET SOUTHEAST OF
 MN0229'THE SOUTHEAST RAIL, 25 FEET WEST OF A POLE, 15.7 FEET NORTHWEST
 MN0229'OF A FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MN0229'DISK, STAMPED B 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0229
 MN0229                          STATION RECOVERY (1941)
 MN0229
 MN0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0209 ***********************************************************************
 MN0209  DESIGNATION -  B 77
 MN0209  PID         -  MN0209
 MN0209  STATE/COUNTY-  NE/CHEYENNE
 MN0209  COUNTRY     -  US
 MN0209  USGS QUAD   -  BROWNSON (2017)
 MN0209
 MN0209                         *CURRENT SURVEY CONTROL
 MN0209  ______________________________________________________________________
 MN0209* NAD 83(1986) POSITION- 41 10 27.     (N) 103 05 10.     (W)   SCALED
 MN0209* NAVD 88 ORTHO HEIGHT -  1274.416 (meters)     4181.15  (feet) ADJUSTED
 MN0209  ______________________________________________________________________
 MN0209  GEOID HEIGHT    -        -19.696 (meters)                     GEOID18
 MN0209  DYNAMIC HEIGHT  -       1273.509 (meters)     4178.17  (feet) COMP
 MN0209  MODELED GRAVITY -    979,867.9   (mgal)                       NAVD 88
 MN0209
 MN0209  VERT ORDER      -  SECOND    CLASS 0
 MN0209
 MN0209.The horizontal coordinates were scaled from a map and have
 MN0209.an estimated accuracy of +/- 6 seconds.
 MN0209
 MN0209.The orthometric height was determined by differential leveling and
 MN0209.adjusted by the NATIONAL GEODETIC SURVEY
 MN0209.in June 1991.
 MN0209
 MN0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0209.GEOID18 height accuracy estimate available here.
 MN0209
 MN0209.Click photographs - Photos may exist for this station.
 MN0209
 MN0209.The dynamic height is computed by dividing the NAVD 88
 MN0209.geopotential number by the normal gravity value computed on the
 MN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0209.degrees latitude (g = 980.6199 gals.).
 MN0209
 MN0209.The modeled gravity was interpolated from observed gravity values.
 MN0209
 MN0209;                    North         East    Units  Estimated Accuracy
 MN0209;SPC NE       -   153,490.      241,170.      MT  (+/- 180 meters Scaled)
 MN0209
 MN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF605598(NAD 83)
 MN0209
 MN0209                          SUPERSEDED SURVEY CONTROL
 MN0209
 MN0209  NGVD 29 (??/??/92) 1273.805  (m)         4179.14   (f) ADJ UNCH    2 0
 MN0209
 MN0209.Superseded values are not recommended for survey control.
 MN0209
 MN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0209.See file dsdata.pdf to determine how the superseded data were derived.
 MN0209
 MN0209_MARKER: DB = BENCH MARK DISK
 MN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0209_STAMPING: B 77 1934
 MN0209_MARK LOGO: CGS
 MN0209_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0209+STABILITY: SURFACE MOTION
 MN0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0209+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 MN0209
 MN0209  HISTORY     - Date     Condition        Report By
 MN0209  HISTORY     - 1934     MONUMENTED       CGS
 MN0209  HISTORY     - 1985     GOOD             DMA
 MN0209  HISTORY     - 1985     GOOD             NGS
 MN0209  HISTORY     - 19961106 GOOD             NEDR
 MN0209  HISTORY     - 20160601 GOOD             INDIV
 MN0209
 MN0209                          STATION DESCRIPTION
 MN0209
 MN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0209'1.7 MI E FROM BROWNSON.
 MN0209'1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0209'AT BROWNSON, CHEYENNE COUNTY, NEAR MILEAGE 413.79, 70.1 FEET
 MN0209'SOUTH OF THE SOUTH RAIL, 28.7 FEET SOUTH OF A FENCE, AND ABOUT
 MN0209'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 77
 MN0209'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0209
 MN0209                          STATION RECOVERY (1985)
 MN0209
 MN0209'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0209'RECOVERED IN GOOD CONDITION.
 MN0209
 MN0209                          STATION RECOVERY (1985)
 MN0209
 MN0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0209'RECOVERED IN GOOD CONDITION.
 MN0209
 MN0209                          STATION RECOVERY (1996)
 MN0209
 MN0209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0209'RECOVERED IN GOOD CONDITION, 2.05 MI (3.30 KM) EAST ALONG U.S. HIGHWAY
 MN0209'30, FROM THE JUNCTION WITH STATE ROAD 17A SPUR, WHICH IS ABOUT 7 MI
 MN0209'(11.3 KM) WEST OF SIDNEY, TO THE MARK ON THE LEFT, 38.26 M (125.52 FT)
 MN0209'NORTH OF THE CENTERLINE OF THE HIGHWAY, 28.59 M (93.80 FT) WEST OF A
 MN0209'WITNESS POST FOR A FIBER OPTIC CABLE, 28.87 M (94.72 FT) SOUTHWEST OF
 MN0209'THE SOUTHWEST WING OF RAILROAD BRIDGE 413.77, 21.530 M (70.636 FT)
 MN0209'SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS FOR THE UNION
 MN0209'PACIFIC RAILROAD, 0.32 M (1.05 FT) WEST OF A WITNESS POST AND IN THE
 MN0209'NW 1/4, SEC20, T14N, R50W.  REBAR WAS DRIVEN AT THE NORTH SIDE OF THE
 MN0209'MARK.  THE MARK PROJECTS 0.11 M (0.36 FT) ABOVE THE GROUND.
 MN0209
 MN0209                          STATION RECOVERY (2016)
 MN0209
 MN0209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0209'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0806 ***********************************************************************
 MJ0806  DESIGNATION -  B 79
 MJ0806  PID         -  MJ0806
 MJ0806  STATE/COUNTY-  NE/DOUGLAS
 MJ0806  COUNTRY     -  US
 MJ0806  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0806
 MJ0806                         *CURRENT SURVEY CONTROL
 MJ0806  ______________________________________________________________________
 MJ0806* NAD 83(1986) POSITION- 41 12 45.     (N) 095 58 07.     (W)   SCALED
 MJ0806* NAVD 88 ORTHO HEIGHT -   354.457 (meters)     1162.91  (feet) ADJUSTED
 MJ0806  ______________________________________________________________________
 MJ0806  GEOID HEIGHT    -        -27.325 (meters)                     GEOID18
 MJ0806  DYNAMIC HEIGHT  -        354.309 (meters)     1162.43  (feet) COMP
 MJ0806  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 MJ0806
 MJ0806  VERT ORDER      -  FIRST     CLASS II
 MJ0806
 MJ0806.The horizontal coordinates were scaled from a map and have
 MJ0806.an estimated accuracy of +/- 6 seconds.
 MJ0806
 MJ0806.The orthometric height was determined by differential leveling and
 MJ0806.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0806.in June 1991.
 MJ0806
 MJ0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0806.GEOID18 height accuracy estimate available here.
 MJ0806
 MJ0806.Click photographs - Photos may exist for this station.
 MJ0806
 MJ0806.The dynamic height is computed by dividing the NAVD 88
 MJ0806.geopotential number by the normal gravity value computed on the
 MJ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0806.degrees latitude (g = 980.6199 gals.).
 MJ0806
 MJ0806.The modeled gravity was interpolated from observed gravity values.
 MJ0806
 MJ0806;                    North         East    Units  Estimated Accuracy
 MJ0806;SPC NE       -   161,000.      837,860.      MT  (+/- 180 meters Scaled)
 MJ0806
 MJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF511665(NAD 83)
 MJ0806
 MJ0806                          SUPERSEDED SURVEY CONTROL
 MJ0806
 MJ0806  NGVD 29 (??/??/92)  354.336  (m)         1162.52   (f) ADJ UNCH    1 2
 MJ0806
 MJ0806.Superseded values are not recommended for survey control.
 MJ0806
 MJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0806.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0806
 MJ0806_MARKER: DB = BENCH MARK DISK
 MJ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0806_STAMPING: B 79 1935
 MJ0806_MARK LOGO: CGS
 MJ0806_PROJECTION: PROJECTING 13 CENTIMETERS
 MJ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0806+STABILITY: SURFACE MOTION
 MJ0806
 MJ0806  HISTORY     - Date     Condition        Report By
 MJ0806  HISTORY     - 1935     MONUMENTED       CGS
 MJ0806  HISTORY     - 1950     GOOD             CGS
 MJ0806
 MJ0806                          STATION DESCRIPTION
 MJ0806
 MJ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0806'AT OMAHA.
 MJ0806'AT SOUTH OMAHA, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0806'STATION, AT THE L STREET OVERPASS, 85 FEET NORTH OF THE NORTH
 MJ0806'EDGE OF THE OVERPASS, 56 FEET NORTH OF THE NORTHEAST CORNER OF
 MJ0806'THE RAILROAD STATION, 29 FEET WEST OF THE WEST RAIL OF THE MAIN
 MJ0806'TRACK, 3.7 FEET SOUTHEAST OF A TELEGRAPH POLE, SET IN THE TOP
 MJ0806'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0210 ***********************************************************************
 MM0210  DESIGNATION -  B 8
 MM0210  PID         -  MM0210
 MM0210  STATE/COUNTY-  NE/KEITH
 MM0210  COUNTRY     -  US
 MM0210  USGS QUAD   -  PAXTON SW (2017)
 MM0210
 MM0210                         *CURRENT SURVEY CONTROL
 MM0210  ______________________________________________________________________
 MM0210* NAD 83(1986) POSITION- 41 07 26.     (N) 101 25 35.     (W)   SCALED
 MM0210* NAVD 88 ORTHO HEIGHT -   942.859 (meters)     3093.36  (feet) POSTED
 MM0210  ______________________________________________________________________
 MM0210  GEOID HEIGHT    -        -21.501 (meters)                     GEOID18
 MM0210  DYNAMIC HEIGHT  -        942.27  (meters)     3091.4   (feet) COMP
 MM0210  MODELED GRAVITY -    979,972.8   (mgal)                       NAVD 88
 MM0210
 MM0210  VERT ORDER      -  * POSTED, SEE BELOW
 MM0210
 MM0210.The horizontal coordinates were scaled from a map and have
 MM0210.an estimated accuracy of +/- 6 seconds.
 MM0210
 MM0210.The orthometric height was determined by differential leveling
 MM0210.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MM0210
 MM0210.* This is a POSTED BENCH MARK height.
 MM0210
 MM0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0210.GEOID18 height accuracy estimate available here.
 MM0210
 MM0210.Click photographs - Photos may exist for this station.
 MM0210
 MM0210.The dynamic height is computed by dividing the NAVD 88
 MM0210.geopotential number by the normal gravity value computed on the
 MM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0210.degrees latitude (g = 980.6199 gals.).
 MM0210
 MM0210.The modeled gravity was interpolated from observed gravity values.
 MM0210
 MM0210;                    North         East    Units  Estimated Accuracy
 MM0210;SPC NE       -   144,270.      380,260.      MT  (+/- 180 meters Scaled)
 MM0210
 MM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL963553(NAD 83)
 MM0210
 MM0210                          SUPERSEDED SURVEY CONTROL
 MM0210
 MM0210  NGVD 29 (??/??/92)  942.462  (m)         3092.06   (f) ADJ UNCH    1 2
 MM0210
 MM0210.Superseded values are not recommended for survey control.
 MM0210
 MM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0210.See file dsdata.pdf to determine how the superseded data were derived.
 MM0210
 MM0210_MARKER: DB = BENCH MARK DISK
 MM0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MM0210_SP_SET: CULVERT
 MM0210_STAMPING: 3092.061 B 8 1933
 MM0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0210
 MM0210  HISTORY     - Date     Condition        Report By
 MM0210  HISTORY     - 1933     MONUMENTED       CGS
 MM0210  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0210
 MM0210                          STATION DESCRIPTION
 MM0210
 MM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0210'3.8 MI W FROM PAXTON.
 MM0210'ABOUT 3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0210'PAXTON, KEITH COUNTY, ABOUT 16 POLES WEST OF MILEPOST 319, AT
 MM0210'DOUBLE 4-BY 4-FOOT CONCRETE CULVERT 319.32, IN THE TOP OF THE
 MM0210'EAST END OF THE NORTH CONCRETE HEAD WALL, 5.1 FEET NORTH OF THE
 MM0210'NORTH RAIL OF THE NORTH MAIN TRACK, AND 43 FEET SOUTH OF THE
 MM0210'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3092.061
 MM0210'B 8 1933.
 MM0210
 MM0210                          STATION RECOVERY (1986)
 MM0210
 MM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0210'NOT RECOVERED.  INACCESSABLE AT THIS TIME DUE TO RAILROAD
 MM0210'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0370 ***********************************************************************
 LG0370  DESIGNATION -  B 80
 LG0370  PID         -  LG0370
 LG0370  STATE/COUNTY-  NE/LANCASTER
 LG0370  COUNTRY     -  US
 LG0370  USGS QUAD   -  WAVERLY (2017)
 LG0370
 LG0370                         *CURRENT SURVEY CONTROL
 LG0370  ______________________________________________________________________
 LG0370* NAD 83(1986) POSITION- 40 54 19.     (N) 096 32 58.     (W)   SCALED
 LG0370* NAVD 88 ORTHO HEIGHT -   342.331 (meters)     1123.13  (feet) ADJUSTED
 LG0370  ______________________________________________________________________
 LG0370  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 LG0370  DYNAMIC HEIGHT  -        342.188 (meters)     1122.66  (feet) COMP
 LG0370  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 LG0370
 LG0370  VERT ORDER      -  SECOND    CLASS 0
 LG0370
 LG0370.The horizontal coordinates were scaled from a map and have
 LG0370.an estimated accuracy of +/- 6 seconds.
 LG0370
 LG0370.The orthometric height was determined by differential leveling and
 LG0370.adjusted by the NATIONAL GEODETIC SURVEY
 LG0370.in June 1991.
 LG0370
 LG0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0370.GEOID18 height accuracy estimate available here.
 LG0370
 LG0370.Click photographs - Photos may exist for this station.
 LG0370
 LG0370.The dynamic height is computed by dividing the NAVD 88
 LG0370.geopotential number by the normal gravity value computed on the
 LG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0370.degrees latitude (g = 980.6199 gals.).
 LG0370
 LG0370.The modeled gravity was interpolated from observed gravity values.
 LG0370
 LG0370;                    North         East    Units  Estimated Accuracy
 LG0370;SPC NE       -   124,810.      790,570.      MT  (+/- 180 meters Scaled)
 LG0370
 LG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL063311(NAD 83)
 LG0370
 LG0370                          SUPERSEDED SURVEY CONTROL
 LG0370
 LG0370  NGVD 29 (??/??/92)  342.232  (m)         1122.81   (f) ADJ UNCH    2 0
 LG0370
 LG0370.Superseded values are not recommended for survey control.
 LG0370
 LG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0370.See file dsdata.pdf to determine how the superseded data were derived.
 LG0370
 LG0370_MARKER: DB = BENCH MARK DISK
 LG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0370_STAMPING: B 80 1935
 LG0370_MARK LOGO: CGS
 LG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0370+STABILITY: SURFACE MOTION
 LG0370
 LG0370  HISTORY     - Date     Condition        Report By
 LG0370  HISTORY     - 1935     MONUMENTED       CGS
 LG0370  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LG0370
 LG0370                          STATION DESCRIPTION
 LG0370
 LG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0370'1.5 MI SW FROM WAVERLY.
 LG0370'1.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0370'RAILROAD FROM THE STATION AT WAVERLY, LANCASTER COUNTY, 73.7
 LG0370'FEET SOUTHEAST OF MILEPOST 49, 42.8 FEET SOUTHEAST OF THE SOUTHEAST
 LG0370'RAIL, AND 7.3 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 LG0370'B 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0370
 LG0370                          STATION RECOVERY (1984)
 LG0370
 LG0370'RECOVERY NOTE BY US POWER SQUADRON 1984
 LG0370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0509 ***********************************************************************
 LG0509  DESIGNATION -  B 81
 LG0509  PID         -  LG0509
 LG0509  STATE/COUNTY-  NE/SEWARD
 LG0509  COUNTRY     -  US
 LG0509  USGS QUAD   -  SEWARD (2017)
 LG0509
 LG0509                         *CURRENT SURVEY CONTROL
 LG0509  ______________________________________________________________________
 LG0509* NAD 83(1986) POSITION- 40 54 16.     (N) 097 06 22.     (W)   SCALED
 LG0509* NAVD 88 ORTHO HEIGHT -   438.556 (meters)     1438.83  (feet) ADJUSTED
 LG0509  ______________________________________________________________________
 LG0509  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 LG0509  DYNAMIC HEIGHT  -        438.325 (meters)     1438.07  (feet) COMP
 LG0509  MODELED GRAVITY -    980,085.6   (mgal)                       NAVD 88
 LG0509
 LG0509  VERT ORDER      -  SECOND    CLASS 0
 LG0509
 LG0509.The horizontal coordinates were scaled from a map and have
 LG0509.an estimated accuracy of +/- 6 seconds.
 LG0509
 LG0509.The orthometric height was determined by differential leveling and
 LG0509.adjusted by the NATIONAL GEODETIC SURVEY
 LG0509.in June 1991.
 LG0509
 LG0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0509.GEOID18 height accuracy estimate available here.
 LG0509
 LG0509.Click photographs - Photos may exist for this station.
 LG0509
 LG0509.The dynamic height is computed by dividing the NAVD 88
 LG0509.geopotential number by the normal gravity value computed on the
 LG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0509.degrees latitude (g = 980.6199 gals.).
 LG0509
 LG0509.The modeled gravity was interpolated from observed gravity values.
 LG0509
 LG0509;                    North         East    Units  Estimated Accuracy
 LG0509;SPC NE       -   123,000.      743,710.      MT  (+/- 180 meters Scaled)
 LG0509
 LG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595298(NAD 83)
 LG0509
 LG0509                          SUPERSEDED SURVEY CONTROL
 LG0509
 LG0509  NGVD 29 (??/??/92)  438.377  (m)         1438.24   (f) ADJ UNCH    2 0
 LG0509
 LG0509.Superseded values are not recommended for survey control.
 LG0509
 LG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0509.See file dsdata.pdf to determine how the superseded data were derived.
 LG0509
 LG0509_MARKER: DB = BENCH MARK DISK
 LG0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0509_STAMPING: B 81 1935
 LG0509_MARK LOGO: CGS
 LG0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0509+STABILITY: SURFACE MOTION
 LG0509
 LG0509  HISTORY     - Date     Condition        Report By
 LG0509  HISTORY     - 1935     MONUMENTED       CGS
 LG0509  HISTORY     - 1961     GOOD             CGS
 LG0509  HISTORY     - 20160706 MARK NOT FOUND   NEGS
 LG0509
 LG0509                          STATION DESCRIPTION
 LG0509
 LG0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0509'AT SEWARD.
 LG0509'0.4 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0509'FROM THE STATION AT SEWARD, SEWARD COUNTY, AT THE CROSSING OF
 LG0509'THE CHICAGO AND NORTH WESTERN RAILWAY, 61.4 FEET EAST OF THE
 LG0509'EAST RAIL OF THE C. AND N.W. RY., AND 34.8 FEET NORTH OF THE
 LG0509'NORTH RAIL OF THE C.B. AND Q.R.R.  A STANDARD DISK, STAMPED
 LG0509'B 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0509
 LG0509                          STATION RECOVERY (2016)
 LG0509
 LG0509'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG0509'MARK NOT FOUND - RAILROAD CROSSING GONE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0973 ***********************************************************************
 MK0973  DESIGNATION -  B 82
 MK0973  PID         -  MK0973
 MK0973  STATE/COUNTY-  NE/SAUNDERS
 MK0973  COUNTRY     -  US
 MK0973  USGS QUAD   -  LOMA (2017)
 MK0973
 MK0973                         *CURRENT SURVEY CONTROL
 MK0973  ______________________________________________________________________
 MK0973* NAD 83(1986) POSITION- 41 12 21.     (N) 096 53 56.     (W)   SCALED
 MK0973* NAVD 88 ORTHO HEIGHT -   478.986 (meters)     1571.47  (feet) ADJUSTED
 MK0973  ______________________________________________________________________
 MK0973  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 MK0973  DYNAMIC HEIGHT  -        478.754 (meters)     1570.71  (feet) COMP
 MK0973  MODELED GRAVITY -    980,124.5   (mgal)                       NAVD 88
 MK0973
 MK0973  VERT ORDER      -  SECOND    CLASS 0
 MK0973
 MK0973.The horizontal coordinates were scaled from a map and have
 MK0973.an estimated accuracy of +/- 6 seconds.
 MK0973
 MK0973.The orthometric height was determined by differential leveling and
 MK0973.adjusted by the NATIONAL GEODETIC SURVEY
 MK0973.in June 1991.
 MK0973
 MK0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0973.GEOID18 height accuracy estimate available here.
 MK0973
 MK0973.Click photographs - Photos may exist for this station.
 MK0973
 MK0973.The dynamic height is computed by dividing the NAVD 88
 MK0973.geopotential number by the normal gravity value computed on the
 MK0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0973.degrees latitude (g = 980.6199 gals.).
 MK0973
 MK0973.The modeled gravity was interpolated from observed gravity values.
 MK0973
 MK0973;                    North         East    Units  Estimated Accuracy
 MK0973;SPC NE       -   157,050.      759,960.      MT  (+/- 180 meters Scaled)
 MK0973
 MK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL761637(NAD 83)
 MK0973
 MK0973                          SUPERSEDED SURVEY CONTROL
 MK0973
 MK0973  NGVD 29 (??/??/92)  478.814  (m)         1570.91   (f) ADJ UNCH    2 0
 MK0973
 MK0973.Superseded values are not recommended for survey control.
 MK0973
 MK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0973.See file dsdata.pdf to determine how the superseded data were derived.
 MK0973
 MK0973_MARKER: DB = BENCH MARK DISK
 MK0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0973_STAMPING: B 82 1935
 MK0973_MARK LOGO: CGS
 MK0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0973+STABILITY: SURFACE MOTION
 MK0973
 MK0973  HISTORY     - Date     Condition        Report By
 MK0973  HISTORY     - 1935     MONUMENTED       CGS
 MK0973  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0973
 MK0973                          STATION DESCRIPTION
 MK0973
 MK0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0973'6.8 MI NE FROM BRAINARD.
 MK0973'6.8 MILES NORTHEAST OF BRAINARD BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0973'HIGHWAY NUMBER 16 BETWEEN BRAINARD AND WAHOO, ON LONG HILL, 3.3
 MK0973'MILES WEST OF JUNCTION WITH STATE HIGHWAY NUMBER 79 WHERE 79
 MK0973'GOES SOUTH TO LINCOLN.  44.7 FEET WEST OF CORNER FENCE POST, 39.3
 MK0973'FEET SOUTH OF CENTER LINE OF HIGHWAY 16, AND 3.1 FEET NORTH OF
 MK0973'FENCE.
 MK0973
 MK0973                          STATION RECOVERY (1968)
 MK0973
 MK0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0973'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0488 ***********************************************************************
 LG0488  DESIGNATION -  B 83
 LG0488  PID         -  LG0488
 LG0488  STATE/COUNTY-  NE/SEWARD
 LG0488  COUNTRY     -  US
 LG0488  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0488
 LG0488                         *CURRENT SURVEY CONTROL
 LG0488  ______________________________________________________________________
 LG0488* NAD 83(1986) POSITION- 40 46 15.     (N) 097 17 45.     (W)   SCALED
 LG0488* NAVD 88 ORTHO HEIGHT -   447.534 (meters)     1468.28  (feet) ADJUSTED
 LG0488  ______________________________________________________________________
 LG0488  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 LG0488  DYNAMIC HEIGHT  -        447.290 (meters)     1467.48  (feet) COMP
 LG0488  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 LG0488
 LG0488  VERT ORDER      -  SECOND    CLASS 0
 LG0488
 LG0488.The horizontal coordinates were scaled from a map and have
 LG0488.an estimated accuracy of +/- 6 seconds.
 LG0488
 LG0488.The orthometric height was determined by differential leveling and
 LG0488.adjusted by the NATIONAL GEODETIC SURVEY
 LG0488.in June 1991.
 LG0488
 LG0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0488.GEOID18 height accuracy estimate available here.
 LG0488
 LG0488.Click photographs - Photos may exist for this station.
 LG0488
 LG0488.The dynamic height is computed by dividing the NAVD 88
 LG0488.geopotential number by the normal gravity value computed on the
 LG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0488.degrees latitude (g = 980.6199 gals.).
 LG0488
 LG0488.The modeled gravity was interpolated from observed gravity values.
 LG0488
 LG0488;                    North         East    Units  Estimated Accuracy
 LG0488;SPC NE       -   107,660.      728,210.      MT  (+/- 180 meters Scaled)
 LG0488
 LG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL438147(NAD 83)
 LG0488
 LG0488                          SUPERSEDED SURVEY CONTROL
 LG0488
 LG0488  NGVD 29 (??/??/92)  447.360  (m)         1467.71   (f) ADJ UNCH    2 0
 LG0488
 LG0488.Superseded values are not recommended for survey control.
 LG0488
 LG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0488.See file dsdata.pdf to determine how the superseded data were derived.
 LG0488
 LG0488_MARKER: DB = BENCH MARK DISK
 LG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0488_STAMPING: B 83 1935
 LG0488_MARK LOGO: CGS
 LG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0488+STABILITY: SURFACE MOTION
 LG0488
 LG0488  HISTORY     - Date     Condition        Report By
 LG0488  HISTORY     - 1935     MONUMENTED       CGS
 LG0488  HISTORY     - 1938     GOOD             CGS
 LG0488
 LG0488                          STATION DESCRIPTION
 LG0488
 LG0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0488'0.7 MI SW FROM BEAVER CROSSING.
 LG0488'0.7 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0488'FROM THE STATION AT BEAVER CROSSING, SEWARD COUNTY, 500 FEET
 LG0488'SOUTH OF THE BRIDGE OVER BLUE RIVER, 210 FEET NORTHEAST OF
 LG0488'BRIDGE C 84, AT A GRAVEL-ROAD CROSSING, 64.7 FEET SOUTHEAST OF
 LG0488'THE CENTER OF THE CROSSING, 49.2 FEET EAST OF THE EAST RAIL,
 LG0488'AND 8.2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED B 83
 LG0488'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0488
 LG0488                          STATION RECOVERY (1938)
 LG0488
 LG0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0043 ***********************************************************************
 ML0043  DESIGNATION -  B 84
 ML0043  PID         -  ML0043
 ML0043  STATE/COUNTY-  NE/BOONE
 ML0043  COUNTRY     -  US
 ML0043  USGS QUAD   -  ALBION WEST (2017)
 ML0043
 ML0043                         *CURRENT SURVEY CONTROL
 ML0043  ______________________________________________________________________
 ML0043* NAD 83(1986) POSITION- 41 42 20.     (N) 098 01 01.     (W)   SCALED
 ML0043* NAVD 88 ORTHO HEIGHT -   536.325 (meters)     1759.59  (feet) ADJUSTED
 ML0043  ______________________________________________________________________
 ML0043  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 ML0043  DYNAMIC HEIGHT  -        536.089 (meters)     1758.82  (feet) COMP
 ML0043  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 ML0043
 ML0043  VERT ORDER      -  SECOND    CLASS 0
 ML0043
 ML0043.The horizontal coordinates were scaled from a map and have
 ML0043.an estimated accuracy of +/- 6 seconds.
 ML0043
 ML0043.The orthometric height was determined by differential leveling and
 ML0043.adjusted by the NATIONAL GEODETIC SURVEY
 ML0043.in June 1991.
 ML0043
 ML0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0043.GEOID18 height accuracy estimate available here.
 ML0043
 ML0043.Click photographs - Photos may exist for this station.
 ML0043
 ML0043.The dynamic height is computed by dividing the NAVD 88
 ML0043.geopotential number by the normal gravity value computed on the
 ML0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0043.degrees latitude (g = 980.6199 gals.).
 ML0043
 ML0043.The modeled gravity was interpolated from observed gravity values.
 ML0043
 ML0043;                    North         East    Units  Estimated Accuracy
 ML0043;SPC NE       -   209,760.      664,980.      MT  (+/- 180 meters Scaled)
 ML0043
 ML0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM817175(NAD 83)
 ML0043
 ML0043                          SUPERSEDED SURVEY CONTROL
 ML0043
 ML0043  NGVD 29 (??/??/92)  536.111  (m)         1758.89   (f) ADJ UNCH    2 0
 ML0043
 ML0043.Superseded values are not recommended for survey control.
 ML0043
 ML0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0043.See file dsdata.pdf to determine how the superseded data were derived.
 ML0043
 ML0043_MARKER: DB = BENCH MARK DISK
 ML0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0043_STAMPING: B 84 1935
 ML0043_MARK LOGO: CGS
 ML0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0043+STABILITY: SURFACE MOTION
 ML0043
 ML0043  HISTORY     - Date     Condition        Report By
 ML0043  HISTORY     - 1935     MONUMENTED       CGS
 ML0043  HISTORY     - 1939     GOOD             CGS
 ML0043
 ML0043                          STATION DESCRIPTION
 ML0043
 ML0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0043'1.4 MI N FROM ALBION.
 ML0043'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ML0043'THE STATION AT ALBION, BOONE COUNTY, 0.3 MILE SOUTH OF THE C.H.
 ML0043'BROW FARMHOUSE, AT A DIM-ROAD CROSSING, 48.6 FEET WEST OF THE
 ML0043'WEST RAIL, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 ML0043'2.5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED B 84 1935 AND
 ML0043'SET IN THE TOP OF A CONCRETE POST.
 ML0043
 ML0043                          STATION RECOVERY (1939)
 ML0043
 ML0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1644 ***********************************************************************
 MK1644  DESIGNATION -  B 85
 MK1644  PID         -  MK1644
 MK1644  STATE/COUNTY-  NE/BOONE
 MK1644  COUNTRY     -  US
 MK1644  USGS QUAD   -  ALBION EAST (2017)
 MK1644
 MK1644                         *CURRENT SURVEY CONTROL
 MK1644  ______________________________________________________________________
 MK1644* NAD 83(1986) POSITION- 41 38 55.     (N) 097 56 32.     (W)   SCALED
 MK1644* NAVD 88 ORTHO HEIGHT -   525.729 (meters)     1724.83  (feet) ADJUSTED
 MK1644  ______________________________________________________________________
 MK1644  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 MK1644  DYNAMIC HEIGHT  -        525.500 (meters)     1724.08  (feet) COMP
 MK1644  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 MK1644
 MK1644  VERT ORDER      -  SECOND    CLASS 0
 MK1644
 MK1644.The horizontal coordinates were scaled from a map and have
 MK1644.an estimated accuracy of +/- 6 seconds.
 MK1644
 MK1644.The orthometric height was determined by differential leveling and
 MK1644.adjusted by the NATIONAL GEODETIC SURVEY
 MK1644.in June 1991.
 MK1644
 MK1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1644.GEOID18 height accuracy estimate available here.
 MK1644
 MK1644.Click photographs - Photos may exist for this station.
 MK1644
 MK1644.The dynamic height is computed by dividing the NAVD 88
 MK1644.geopotential number by the normal gravity value computed on the
 MK1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1644.degrees latitude (g = 980.6199 gals.).
 MK1644
 MK1644.The modeled gravity was interpolated from observed gravity values.
 MK1644
 MK1644;                    North         East    Units  Estimated Accuracy
 MK1644;SPC NE       -   203,580.      671,350.      MT  (+/- 180 meters Scaled)
 MK1644
 MK1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM880113(NAD 83)
 MK1644
 MK1644                          SUPERSEDED SURVEY CONTROL
 MK1644
 MK1644  NGVD 29 (??/??/92)  525.520  (m)         1724.14   (f) ADJ UNCH    2 0
 MK1644
 MK1644.Superseded values are not recommended for survey control.
 MK1644
 MK1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1644.See file dsdata.pdf to determine how the superseded data were derived.
 MK1644
 MK1644_MARKER: DB = BENCH MARK DISK
 MK1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1644_STAMPING: B 85 1935
 MK1644_MARK LOGO: CGS
 MK1644_PROJECTION: FLUSH
 MK1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1644+STABILITY: SURFACE MOTION
 MK1644
 MK1644  HISTORY     - Date     Condition        Report By
 MK1644  HISTORY     - 1935     MONUMENTED       CGS
 MK1644  HISTORY     - 1950     GOOD             CGS
 MK1644
 MK1644                          STATION DESCRIPTION
 MK1644
 MK1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1644'2.3 MI NW FROM BOONE.
 MK1644'2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1644'STATION AT BOONE, AT A PRIVATE ROAD CROSSING, 146 FEET SOUTH OF THE
 MK1644'2ND POLE SOUTHEAST OF MILEPOST 29.5, 241 FEET SOUTHEAST OF THE
 MK1644'CENTER OF A GATE, 84 FEET WEST OF THE 3RD POLE SOUTHEAST OF
 MK1644'MILEPOST 29.5, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.2 FEET
 MK1644'NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, SET
 MK1644'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0063 ***********************************************************************
 ML0063  DESIGNATION -  B 86
 ML0063  PID         -  ML0063
 ML0063  STATE/COUNTY-  NE/BOONE
 ML0063  COUNTRY     -  US
 ML0063  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0063
 ML0063                         *CURRENT SURVEY CONTROL
 ML0063  ______________________________________________________________________
 ML0063* NAD 83(1986) POSITION- 41 35 30.     (N) 098 11 42.     (W)   SCALED
 ML0063* NAVD 88 ORTHO HEIGHT -   547.391 (meters)     1795.90  (feet) ADJUSTED
 ML0063  ______________________________________________________________________
 ML0063  GEOID HEIGHT    -        -24.590 (meters)                     GEOID18
 ML0063  DYNAMIC HEIGHT  -        547.136 (meters)     1795.06  (feet) COMP
 ML0063  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 ML0063
 ML0063  VERT ORDER      -  SECOND    CLASS 0
 ML0063
 ML0063.The horizontal coordinates were scaled from a map and have
 ML0063.an estimated accuracy of +/- 6 seconds.
 ML0063
 ML0063.The orthometric height was determined by differential leveling and
 ML0063.adjusted by the NATIONAL GEODETIC SURVEY
 ML0063.in June 1991.
 ML0063
 ML0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0063.GEOID18 height accuracy estimate available here.
 ML0063
 ML0063.Click photographs - Photos may exist for this station.
 ML0063
 ML0063.The dynamic height is computed by dividing the NAVD 88
 ML0063.geopotential number by the normal gravity value computed on the
 ML0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0063.degrees latitude (g = 980.6199 gals.).
 ML0063
 ML0063.The modeled gravity was interpolated from observed gravity values.
 ML0063
 ML0063;                    North         East    Units  Estimated Accuracy
 ML0063;SPC NE       -   196,790.      650,440.      MT  (+/- 180 meters Scaled)
 ML0063
 ML0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM670047(NAD 83)
 ML0063
 ML0063                          SUPERSEDED SURVEY CONTROL
 ML0063
 ML0063  NGVD 29 (??/??/92)  547.161  (m)         1795.14   (f) ADJ UNCH    2 0
 ML0063
 ML0063.Superseded values are not recommended for survey control.
 ML0063
 ML0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0063.See file dsdata.pdf to determine how the superseded data were derived.
 ML0063
 ML0063_MARKER: DB = BENCH MARK DISK
 ML0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0063_STAMPING: B 86 1935
 ML0063_MARK LOGO: CGS
 ML0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0063+STABILITY: SURFACE MOTION
 ML0063
 ML0063  HISTORY     - Date     Condition        Report By
 ML0063  HISTORY     - 1935     MONUMENTED       CGS
 ML0063  HISTORY     - 1951     POOR             USGS
 ML0063
 ML0063                          STATION DESCRIPTION
 ML0063
 ML0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0063'3.1 MI SE FROM PRIMROSE.
 ML0063'3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0063'STATION AT PRIMROSE, BOONE COUNTY, 55.7 FEET NORTHEAST OF BRIDGE
 ML0063'33.51, AT A ROAD CROSSING, 49.4 FEET NORTHEAST OF THE CENTER OF
 ML0063'THE CROSSING, 43.6 FEET EAST OF THE EAST RAIL, AND 5.2 FEET WEST
 ML0063'OF THE FENCE.  A STANDARD DISK, STAMPED B 86 1935 AND SET IN THE
 ML0063'TOP OF A CONCRETE POST.  NOTE-- MARK IS LOOSE AS IF IT WAS BROKEN
 ML0063'OFF ABOUT 1 FT. UNDER THE GROUND.
 ML0063
 ML0063                          STATION RECOVERY (1951)
 ML0063
 ML0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0063'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1239 ***********************************************************************
 MK1239  DESIGNATION -  B 87
 MK1239  PID         -  MK1239
 MK1239  STATE/COUNTY-  NE/PLATTE
 MK1239  COUNTRY     -  US
 MK1239  USGS QUAD   -  DUNCAN (2017)
 MK1239
 MK1239                         *CURRENT SURVEY CONTROL
 MK1239  ______________________________________________________________________
 MK1239* NAD 83(1986) POSITION- 41 28 04.     (N) 097 27 52.     (W)   SCALED
 MK1239* NAVD 88 ORTHO HEIGHT -   450.717 (meters)     1478.73  (feet) ADJUSTED
 MK1239  ______________________________________________________________________
 MK1239  GEOID HEIGHT    -        -25.227 (meters)                     GEOID18
 MK1239  DYNAMIC HEIGHT  -        450.520 (meters)     1478.08  (feet) COMP
 MK1239  MODELED GRAVITY -    980,171.6   (mgal)                       NAVD 88
 MK1239
 MK1239  VERT ORDER      -  SECOND    CLASS 0
 MK1239
 MK1239.The horizontal coordinates were scaled from a map and have
 MK1239.an estimated accuracy of +/- 6 seconds.
 MK1239
 MK1239.The orthometric height was determined by differential leveling and
 MK1239.adjusted by the NATIONAL GEODETIC SURVEY
 MK1239.in June 1991.
 MK1239
 MK1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1239.GEOID18 height accuracy estimate available here.
 MK1239
 MK1239.Click photographs - Photos may exist for this station.
 MK1239
 MK1239.The dynamic height is computed by dividing the NAVD 88
 MK1239.geopotential number by the normal gravity value computed on the
 MK1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1239.degrees latitude (g = 980.6199 gals.).
 MK1239
 MK1239.The modeled gravity was interpolated from observed gravity values.
 MK1239
 MK1239;                    North         East    Units  Estimated Accuracy
 MK1239;SPC NE       -   184,570.      711,710.      MT  (+/- 180 meters Scaled)
 MK1239
 MK1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL282918(NAD 83)
 MK1239
 MK1239                          SUPERSEDED SURVEY CONTROL
 MK1239
 MK1239  NGVD 29 (??/??/92)  450.537  (m)         1478.14   (f) ADJ UNCH    2 0
 MK1239
 MK1239.Superseded values are not recommended for survey control.
 MK1239
 MK1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1239.See file dsdata.pdf to determine how the superseded data were derived.
 MK1239
 MK1239_MARKER: DB = BENCH MARK DISK
 MK1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1239_STAMPING: B 87 1935
 MK1239_MARK LOGO: CGS
 MK1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1239+STABILITY: SURFACE MOTION
 MK1239
 MK1239  HISTORY     - Date     Condition        Report By
 MK1239  HISTORY     - 1935     MONUMENTED       CGS
 MK1239  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1239
 MK1239                          STATION DESCRIPTION
 MK1239
 MK1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1239'2.9 MI E FROM OCONEE.
 MK1239'ALONG THE UNION PACIFIC RAILWAY BETWEEN COLUMBUS AND HUMPHREY,
 MK1239'0.4 MILES WEST OF MILE POST NO. 6, 63.2 FEET NORTHEAST OF
 MK1239'CROSSING, 45.6 FEET NORTH OF THE NORTH RAIL, 5.7 FEET SOUTH OF
 MK1239'FENCE.
 MK1239
 MK1239                          STATION RECOVERY (1957)
 MK1239
 MK1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1071 ***********************************************************************
 LF1071  DESIGNATION -  B 88
 LF1071  PID         -  LF1071
 LF1071  STATE/COUNTY-  NE/CASS
 LF1071  COUNTRY     -  US
 LF1071  USGS QUAD   -  NEHAWKA (2017)
 LF1071
 LF1071                         *CURRENT SURVEY CONTROL
 LF1071  ______________________________________________________________________
 LF1071* NAD 83(1986) POSITION- 40 48 54.     (N) 095 55 30.     (W)   SCALED
 LF1071* NAVD 88 ORTHO HEIGHT -   294.311 (meters)      965.59  (feet) ADJUSTED
 LF1071  ______________________________________________________________________
 LF1071  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 LF1071  DYNAMIC HEIGHT  -        294.172 (meters)      965.13  (feet) COMP
 LF1071  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 LF1071
 LF1071  VERT ORDER      -  SECOND    CLASS 0
 LF1071
 LF1071.The horizontal coordinates were scaled from a map and have
 LF1071.an estimated accuracy of +/- 6 seconds.
 LF1071
 LF1071.The orthometric height was determined by differential leveling and
 LF1071.adjusted by the NATIONAL GEODETIC SURVEY
 LF1071.in June 1991.
 LF1071
 LF1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1071.GEOID18 height accuracy estimate available here.
 LF1071
 LF1071.Click photographs - Photos may exist for this station.
 LF1071
 LF1071.The dynamic height is computed by dividing the NAVD 88
 LF1071.geopotential number by the normal gravity value computed on the
 LF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1071.degrees latitude (g = 980.6199 gals.).
 LF1071
 LF1071.The modeled gravity was interpolated from observed gravity values.
 LF1071
 LF1071;                    North         East    Units  Estimated Accuracy
 LF1071;SPC NE       -   117,090.      843,590.      MT  (+/- 180 meters Scaled)
 LF1071
 LF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF533223(NAD 83)
 LF1071
 LF1071                          SUPERSEDED SURVEY CONTROL
 LF1071
 LF1071  NGVD 29 (??/??/92)  294.214  (m)          965.27   (f) ADJ UNCH    2 0
 LF1071
 LF1071.Superseded values are not recommended for survey control.
 LF1071
 LF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1071.See file dsdata.pdf to determine how the superseded data were derived.
 LF1071
 LF1071_MARKER: DB = BENCH MARK DISK
 LF1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1071_STAMPING: B 88 1935
 LF1071_MARK LOGO: CGS
 LF1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1071+STABILITY: SURFACE MOTION
 LF1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1071+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1071
 LF1071  HISTORY     - Date     Condition        Report By
 LF1071  HISTORY     - 1935     MONUMENTED       CGS
 LF1071  HISTORY     - 1947     GOOD             CGS
 LF1071  HISTORY     - 1977     GOOD             LOCSUR
 LF1071  HISTORY     - 20060215 GOOD             NEDR
 LF1071
 LF1071                          STATION DESCRIPTION
 LF1071
 LF1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1071'0.3 MI N FROM UNION.
 LF1071'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1071'STATION AT UNION, 229.0 FEET SOUTH OF MILEPOST 477-30, 47.0 FEET
 LF1071'NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 LF1071'CULVERT, 30.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 LF1071'TRACK, 20.0 FEET EAST OF A RAILWAY SWITCH, 2.0 FEET WEST OF A
 LF1071'FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 LF1071'CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
 LF1071
 LF1071                          STATION RECOVERY (1977)
 LF1071
 LF1071'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1071'RECOVERED IN GOOD CONDITION.
 LF1071
 LF1071                          STATION RECOVERY (2006)
 LF1071
 LF1071'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0200 ***********************************************************************
 MN0200  DESIGNATION -  B 9
 MN0200  PID         -  MN0200
 MN0200  STATE/COUNTY-  NE/CHEYENNE
 MN0200  COUNTRY     -  US
 MN0200  USGS QUAD   -  LORENZO (2017)
 MN0200
 MN0200                         *CURRENT SURVEY CONTROL
 MN0200  ______________________________________________________________________
 MN0200* NAD 83(1986) POSITION- 41 02 51.     (N) 103 04 06.     (W)   SCALED
 MN0200* NAVD 88 ORTHO HEIGHT -  1338.807 (meters)     4392.40  (feet) ADJUSTED
 MN0200  ______________________________________________________________________
 MN0200  GEOID HEIGHT    -        -19.635 (meters)                     GEOID18
 MN0200  DYNAMIC HEIGHT  -       1337.846 (meters)     4389.25  (feet) COMP
 MN0200  MODELED GRAVITY -    979,859.6   (mgal)                       NAVD 88
 MN0200
 MN0200  VERT ORDER      -  FIRST     CLASS II
 MN0200
 MN0200.The horizontal coordinates were scaled from a map and have
 MN0200.an estimated accuracy of +/- 6 seconds.
 MN0200
 MN0200.The orthometric height was determined by differential leveling and
 MN0200.adjusted by the NATIONAL GEODETIC SURVEY
 MN0200.in June 1991.
 MN0200
 MN0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0200.GEOID18 height accuracy estimate available here.
 MN0200
 MN0200.Click photographs - Photos may exist for this station.
 MN0200
 MN0200.The dynamic height is computed by dividing the NAVD 88
 MN0200.geopotential number by the normal gravity value computed on the
 MN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0200.degrees latitude (g = 980.6199 gals.).
 MN0200
 MN0200.The modeled gravity was interpolated from observed gravity values.
 MN0200
 MN0200;                    North         East    Units  Estimated Accuracy
 MN0200;SPC NE       -   139,380.      242,170.      MT  (+/- 180 meters Scaled)
 MN0200
 MN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF623458(NAD 83)
 MN0200
 MN0200                          SUPERSEDED SURVEY CONTROL
 MN0200
 MN0200  NGVD 29 (??/??/92) 1338.174  (m)         4390.33   (f) ADJ UNCH    1 2
 MN0200
 MN0200.Superseded values are not recommended for survey control.
 MN0200
 MN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0200.See file dsdata.pdf to determine how the superseded data were derived.
 MN0200
 MN0200_MARKER: DB = BENCH MARK DISK
 MN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0200_STAMPING: 4390.526 B 9 1933
 MN0200_MARK LOGO: CGS
 MN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0200+STABILITY: SURFACE MOTION
 MN0200
 MN0200  HISTORY     - Date     Condition        Report By
 MN0200  HISTORY     - 1933     MONUMENTED       CGS
 MN0200  HISTORY     - 1958     GOOD             CGS
 MN0200  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MN0200
 MN0200                          STATION DESCRIPTION
 MN0200
 MN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MN0200'AT LORENZO.
 MN0200'AT LORENZO, CHEYENNE COUNTY, ON THE CHICAGO, BURLINGTON AND
 MN0200'QUINCY RAILROAD, 8-1/2 POLES NORTH OF MILEPOST 84, 167 FEET NORTH
 MN0200'OF THE CENTERLINE OF STATE HIGHWAY 19, 38 FEET SOUTHWEST OF THE
 MN0200'FOUNDATION OF THE ABANDONED DEPOT, AND 19 FEET EAST OF THE
 MN0200'EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 4390.326
 MN0200'B 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0200
 MN0200                          STATION RECOVERY (1984)
 MN0200
 MN0200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MN0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0481 ***********************************************************************
 MK0481  DESIGNATION -  B LE 1 M
 MK0481  PID         -  MK0481
 MK0481  STATE/COUNTY-  NE/WASHINGTON
 MK0481  COUNTRY     -  US
 MK0481  USGS QUAD   -  ARLINGTON (2017)
 MK0481
 MK0481                         *CURRENT SURVEY CONTROL
 MK0481  ______________________________________________________________________
 MK0481* NAD 83(1986) POSITION- 41 29 19.     (N) 096 18 07.     (W)   SCALED
 MK0481* NAVD 88 ORTHO HEIGHT -   388.170 (meters)     1273.52  (feet) ADJUSTED
 MK0481  ______________________________________________________________________
 MK0481  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 MK0481  DYNAMIC HEIGHT  -        387.990 (meters)     1272.93  (feet) COMP
 MK0481  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 MK0481
 MK0481  VERT ORDER      -  SECOND    CLASS 0
 MK0481
 MK0481.The horizontal coordinates were scaled from a map and have
 MK0481.an estimated accuracy of +/- 6 seconds.
 MK0481
 MK0481.The orthometric height was determined by differential leveling and
 MK0481.adjusted by the NATIONAL GEODETIC SURVEY
 MK0481.in June 1991.
 MK0481
 MK0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0481.GEOID18 height accuracy estimate available here.
 MK0481
 MK0481.Click photographs - Photos may exist for this station.
 MK0481
 MK0481.The dynamic height is computed by dividing the NAVD 88
 MK0481.geopotential number by the normal gravity value computed on the
 MK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0481.degrees latitude (g = 980.6199 gals.).
 MK0481
 MK0481.The modeled gravity was interpolated from observed gravity values.
 MK0481
 MK0481;                    North         East    Units  Estimated Accuracy
 MK0481;SPC NE       -   190,380.      808,630.      MT  (+/- 180 meters Scaled)
 MK0481
 MK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL252965(NAD 83)
 MK0481
 MK0481                          SUPERSEDED SURVEY CONTROL
 MK0481
 MK0481  NGVD 29 (??/??/92)  388.022  (m)         1273.04   (f) ADJ UNCH    2 0
 MK0481
 MK0481.Superseded values are not recommended for survey control.
 MK0481
 MK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0481.See file dsdata.pdf to determine how the superseded data were derived.
 MK0481
 MK0481_MARKER: DD = SURVEY DISK
 MK0481_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0481_SP_SET: FLOOR OF LAUNCHER
 MK0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0481
 MK0481  HISTORY     - Date     Condition        Report By
 MK0481  HISTORY     - UNK      MONUMENTED       CGS
 MK0481  HISTORY     - 1960     GOOD             CGS
 MK0481
 MK0481                          STATION DESCRIPTION
 MK0481
 MK0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0481'4 MI NE FROM ARLINGTON.
 MK0481'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B,
 MK0481'(SQUADRON 566-B).  THE MARK IS A FLAT TOPPED, UNSTAMPED, BRONZE
 MK0481'DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER NO. 1.
 MK0481'IT IS THE CENTER ONE OF THREE MARKS SET ON THE CENTER LINE OF
 MK0481'THE BUILDING, 18.7 FEET SOUTH OF THE NORTH WALL OF THE LAUNCHER
 MK0481'AND 11 FEET EAST OF THE EAST EDGE OF THE FIRING PIT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0474 ***********************************************************************
 MK0474  DESIGNATION -  B LE 1 NE PLATE
 MK0474  PID         -  MK0474
 MK0474  STATE/COUNTY-  NE/WASHINGTON
 MK0474  COUNTRY     -  US
 MK0474  USGS QUAD   -  ARLINGTON (2017)
 MK0474
 MK0474                         *CURRENT SURVEY CONTROL
 MK0474  ______________________________________________________________________
 MK0474* NAD 83(1986) POSITION- 41 29 22.     (N) 096 18 09.     (W)   SCALED
 MK0474* NAVD 88 ORTHO HEIGHT -   388.188 (meters)     1273.58  (feet) ADJUSTED
 MK0474  ______________________________________________________________________
 MK0474  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 MK0474  DYNAMIC HEIGHT  -        388.008 (meters)     1272.99  (feet) COMP
 MK0474  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 MK0474
 MK0474  VERT ORDER      -  SECOND    CLASS 0
 MK0474
 MK0474.The horizontal coordinates were scaled from a map and have
 MK0474.an estimated accuracy of +/- 6 seconds.
 MK0474
 MK0474.The orthometric height was determined by differential leveling and
 MK0474.adjusted by the NATIONAL GEODETIC SURVEY
 MK0474.in June 1991.
 MK0474
 MK0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0474.GEOID18 height accuracy estimate available here.
 MK0474
 MK0474.Click photographs - Photos may exist for this station.
 MK0474
 MK0474.The dynamic height is computed by dividing the NAVD 88
 MK0474.geopotential number by the normal gravity value computed on the
 MK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0474.degrees latitude (g = 980.6199 gals.).
 MK0474
 MK0474.The modeled gravity was interpolated from observed gravity values.
 MK0474
 MK0474;                    North         East    Units  Estimated Accuracy
 MK0474;SPC NE       -   190,470.      808,580.      MT  (+/- 180 meters Scaled)
 MK0474
 MK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL251966(NAD 83)
 MK0474
 MK0474                          SUPERSEDED SURVEY CONTROL
 MK0474
 MK0474  NGVD 29 (??/??/92)  388.040  (m)         1273.09   (f) ADJ UNCH    2 0
 MK0474
 MK0474.Superseded values are not recommended for survey control.
 MK0474
 MK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0474.See file dsdata.pdf to determine how the superseded data were derived.
 MK0474
 MK0474_MARKER: Z = SEE DESCRIPTION
 MK0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0474_SP_SET: FIRING PIT
 MK0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0474
 MK0474  HISTORY     - Date     Condition        Report By
 MK0474  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0474  HISTORY     - 1960     GOOD             CGS
 MK0474
 MK0474                          STATION DESCRIPTION
 MK0474
 MK0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0474'4 MI NE FROM ARLINGTON.
 MK0474'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATION IS LOCATED
 MK0474'AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON 566-B).
 MK0474'THE MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH THE MISSILE
 MK0474'IS MOUNTED AND IS AT THE SOUTHEAST AND THE NORTHEAST EDGE OF THE
 MK0474'FIRING PIT OF LAUNCHER NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0473 ***********************************************************************
 MK0473  DESIGNATION -  B LE 1 SE PLATE
 MK0473  PID         -  MK0473
 MK0473  STATE/COUNTY-  NE/WASHINGTON
 MK0473  COUNTRY     -  US
 MK0473  USGS QUAD   -  ARLINGTON (2017)
 MK0473
 MK0473                         *CURRENT SURVEY CONTROL
 MK0473  ______________________________________________________________________
 MK0473* NAD 83(1986) POSITION- 41 29 21.     (N) 096 18 07.     (W)   SCALED
 MK0473* NAVD 88 ORTHO HEIGHT -   388.191 (meters)     1273.59  (feet) ADJUSTED
 MK0473  ______________________________________________________________________
 MK0473  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 MK0473  DYNAMIC HEIGHT  -        388.011 (meters)     1273.00  (feet) COMP
 MK0473  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 MK0473
 MK0473  VERT ORDER      -  SECOND    CLASS 0
 MK0473
 MK0473.The horizontal coordinates were scaled from a map and have
 MK0473.an estimated accuracy of +/- 6 seconds.
 MK0473
 MK0473.The orthometric height was determined by differential leveling and
 MK0473.adjusted by the NATIONAL GEODETIC SURVEY
 MK0473.in June 1991.
 MK0473
 MK0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0473.GEOID18 height accuracy estimate available here.
 MK0473
 MK0473.Click photographs - Photos may exist for this station.
 MK0473
 MK0473.The dynamic height is computed by dividing the NAVD 88
 MK0473.geopotential number by the normal gravity value computed on the
 MK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0473.degrees latitude (g = 980.6199 gals.).
 MK0473
 MK0473.The modeled gravity was interpolated from observed gravity values.
 MK0473
 MK0473;                    North         East    Units  Estimated Accuracy
 MK0473;SPC NE       -   190,440.      808,630.      MT  (+/- 180 meters Scaled)
 MK0473
 MK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL252965(NAD 83)
 MK0473
 MK0473                          SUPERSEDED SURVEY CONTROL
 MK0473
 MK0473  NGVD 29 (??/??/92)  388.043  (m)         1273.10   (f) ADJ UNCH    2 0
 MK0473
 MK0473.Superseded values are not recommended for survey control.
 MK0473
 MK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0473.See file dsdata.pdf to determine how the superseded data were derived.
 MK0473
 MK0473_MARKER: Z = SEE DESCRIPTION
 MK0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0473_SP_SET: FIRING PIT
 MK0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0473
 MK0473  HISTORY     - Date     Condition        Report By
 MK0473  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0473  HISTORY     - 1960     GOOD             CGS
 MK0473
 MK0473                          STATION DESCRIPTION
 MK0473
 MK0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0473'4 MI NE FROM ARLINGTON.
 MK0473'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATION IS LOCATED
 MK0473'AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON 566-B).  THE
 MK0473'MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH THE MISSILE
 MK0473'IS MOUNTED AND IS AT THE SOUTHEAST AND THE NORTHEAST EDGE OF THE
 MK0473'FIRING PIT OF LAUNCHER NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0479 ***********************************************************************
 MK0479  DESIGNATION -  B LE 2 E
 MK0479  PID         -  MK0479
 MK0479  STATE/COUNTY-  NE/WASHINGTON
 MK0479  COUNTRY     -  US
 MK0479  USGS QUAD   -  ARLINGTON (2017)
 MK0479
 MK0479                         *CURRENT SURVEY CONTROL
 MK0479  ______________________________________________________________________
 MK0479* NAD 83(1986) POSITION- 41 29 24.     (N) 096 17 54.     (W)   SCALED
 MK0479* NAVD 88 ORTHO HEIGHT -   380.903 (meters)     1249.68  (feet) ADJUSTED
 MK0479  ______________________________________________________________________
 MK0479  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 MK0479  DYNAMIC HEIGHT  -        380.727 (meters)     1249.10  (feet) COMP
 MK0479  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MK0479
 MK0479  VERT ORDER      -  SECOND    CLASS 0
 MK0479
 MK0479.The horizontal coordinates were scaled from a map and have
 MK0479.an estimated accuracy of +/- 6 seconds.
 MK0479
 MK0479.The orthometric height was determined by differential leveling and
 MK0479.adjusted by the NATIONAL GEODETIC SURVEY
 MK0479.in June 1991.
 MK0479
 MK0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0479.GEOID18 height accuracy estimate available here.
 MK0479
 MK0479.Click photographs - Photos may exist for this station.
 MK0479
 MK0479.The dynamic height is computed by dividing the NAVD 88
 MK0479.geopotential number by the normal gravity value computed on the
 MK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0479.degrees latitude (g = 980.6199 gals.).
 MK0479
 MK0479.The modeled gravity was interpolated from observed gravity values.
 MK0479
 MK0479;                    North         East    Units  Estimated Accuracy
 MK0479;SPC NE       -   190,550.      808,920.      MT  (+/- 180 meters Scaled)
 MK0479
 MK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0479
 MK0479                          SUPERSEDED SURVEY CONTROL
 MK0479
 MK0479  NGVD 29 (??/??/92)  380.756  (m)         1249.20   (f) ADJ UNCH    2 0
 MK0479
 MK0479.Superseded values are not recommended for survey control.
 MK0479
 MK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0479.See file dsdata.pdf to determine how the superseded data were derived.
 MK0479
 MK0479_MARKER: DD = SURVEY DISK
 MK0479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0479_SP_SET: FLOOR OF LAUNCHER
 MK0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0479
 MK0479  HISTORY     - Date     Condition        Report By
 MK0479  HISTORY     - UNK      MONUMENTED       CGS
 MK0479  HISTORY     - 1960     GOOD             CGS
 MK0479
 MK0479                          STATION DESCRIPTION
 MK0479
 MK0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0479'4 MI NE FROM ARLINGTON.
 MK0479'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE
 MK0479'B, (SQUADRON 566-B).  THE MARK IS A FLAT TOPPED, UNSTAMPED,
 MK0479'BRONZE DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER
 MK0479'NO. 2.  IT IS THE EAST ONE OF THREE MARKS SET ON THE CENTER
 MK0479'LINE OF THE BUILDING, 12.7 FEET SOUTH OF THE NORTH WALL OF THE
 MK0479'LAUNCHER AND 8.1 FEET WEST OF THE CENTER OF THE EAST DOOR
 MK0479'OF THE LAUNCHER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0480 ***********************************************************************
 MK0480  DESIGNATION -  B LE 2 M
 MK0480  PID         -  MK0480
 MK0480  STATE/COUNTY-  NE/WASHINGTON
 MK0480  COUNTRY     -  US
 MK0480  USGS QUAD   -  ARLINGTON (2017)
 MK0480
 MK0480                         *CURRENT SURVEY CONTROL
 MK0480  ______________________________________________________________________
 MK0480* NAD 83(1986) POSITION- 41 29 24.     (N) 096 17 54.     (W)   SCALED
 MK0480* NAVD 88 ORTHO HEIGHT -   380.883 (meters)     1249.61  (feet) ADJUSTED
 MK0480  ______________________________________________________________________
 MK0480  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 MK0480  DYNAMIC HEIGHT  -        380.707 (meters)     1249.04  (feet) COMP
 MK0480  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MK0480
 MK0480  VERT ORDER      -  SECOND    CLASS 0
 MK0480
 MK0480.The horizontal coordinates were scaled from a map and have
 MK0480.an estimated accuracy of +/- 6 seconds.
 MK0480
 MK0480.The orthometric height was determined by differential leveling and
 MK0480.adjusted by the NATIONAL GEODETIC SURVEY
 MK0480.in June 1991.
 MK0480
 MK0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0480.GEOID18 height accuracy estimate available here.
 MK0480
 MK0480.Click photographs - Photos may exist for this station.
 MK0480
 MK0480.The dynamic height is computed by dividing the NAVD 88
 MK0480.geopotential number by the normal gravity value computed on the
 MK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0480.degrees latitude (g = 980.6199 gals.).
 MK0480
 MK0480.The modeled gravity was interpolated from observed gravity values.
 MK0480
 MK0480;                    North         East    Units  Estimated Accuracy
 MK0480;SPC NE       -   190,550.      808,920.      MT  (+/- 180 meters Scaled)
 MK0480
 MK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0480
 MK0480                          SUPERSEDED SURVEY CONTROL
 MK0480
 MK0480  NGVD 29 (??/??/92)  380.736  (m)         1249.13   (f) ADJ UNCH    2 0
 MK0480
 MK0480.Superseded values are not recommended for survey control.
 MK0480
 MK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0480.See file dsdata.pdf to determine how the superseded data were derived.
 MK0480
 MK0480_MARKER: DD = SURVEY DISK
 MK0480_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0480_SP_SET: FLOOR OF LAUNCHER
 MK0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0480
 MK0480  HISTORY     - Date     Condition        Report By
 MK0480  HISTORY     - UNK      MONUMENTED       CGS
 MK0480  HISTORY     - 1960     GOOD             CGS
 MK0480
 MK0480                          STATION DESCRIPTION
 MK0480
 MK0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0480'4 MI NE FROM ARLINGTON.
 MK0480'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE
 MK0480'B, (SQUADON 566-B).  THE MARK IS A FLAT TOPPED, UNSTAMPED,
 MK0480'BRONZE DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER
 MK0480'NO. 2.  IT IS THE CENTER ONE OF THREE MARKS SET ON THE CENTER
 MK0480'LINE OF THE BUILDING, 18.7 FEET SOUTH OF THE NORTH WALL OF THE
 MK0480'LAUNCHER AND 11 FEET EAST OF THE EAST EDGE OF THE FIRING PIT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0476 ***********************************************************************
 MK0476  DESIGNATION -  B LE 2 NE PLATE
 MK0476  PID         -  MK0476
 MK0476  STATE/COUNTY-  NE/WASHINGTON
 MK0476  COUNTRY     -  US
 MK0476  USGS QUAD   -  ARLINGTON (2017)
 MK0476
 MK0476                         *CURRENT SURVEY CONTROL
 MK0476  ______________________________________________________________________
 MK0476* NAD 83(1986) POSITION- 41 29 24.     (N) 096 17 55.     (W)   SCALED
 MK0476* NAVD 88 ORTHO HEIGHT -   380.897 (meters)     1249.66  (feet) ADJUSTED
 MK0476  ______________________________________________________________________
 MK0476  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 MK0476  DYNAMIC HEIGHT  -        380.720 (meters)     1249.08  (feet) COMP
 MK0476  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MK0476
 MK0476  VERT ORDER      -  SECOND    CLASS 0
 MK0476
 MK0476.The horizontal coordinates were scaled from a map and have
 MK0476.an estimated accuracy of +/- 6 seconds.
 MK0476
 MK0476.The orthometric height was determined by differential leveling and
 MK0476.adjusted by the NATIONAL GEODETIC SURVEY
 MK0476.in June 1991.
 MK0476
 MK0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0476.GEOID18 height accuracy estimate available here.
 MK0476
 MK0476.Click photographs - Photos may exist for this station.
 MK0476
 MK0476.The dynamic height is computed by dividing the NAVD 88
 MK0476.geopotential number by the normal gravity value computed on the
 MK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0476.degrees latitude (g = 980.6199 gals.).
 MK0476
 MK0476.The modeled gravity was interpolated from observed gravity values.
 MK0476
 MK0476;                    North         East    Units  Estimated Accuracy
 MK0476;SPC NE       -   190,550.      808,900.      MT  (+/- 180 meters Scaled)
 MK0476
 MK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0476
 MK0476                          SUPERSEDED SURVEY CONTROL
 MK0476
 MK0476  NGVD 29 (??/??/92)  380.749  (m)         1249.17   (f) ADJ UNCH    2 0
 MK0476
 MK0476.Superseded values are not recommended for survey control.
 MK0476
 MK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0476.See file dsdata.pdf to determine how the superseded data were derived.
 MK0476
 MK0476_MARKER: Z = SEE DESCRIPTION
 MK0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0476_SP_SET: FIRING PIT
 MK0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0476
 MK0476  HISTORY     - Date     Condition        Report By
 MK0476  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0476  HISTORY     - 1960     GOOD             CGS
 MK0476
 MK0476                          STATION DESCRIPTION
 MK0476
 MK0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0476'4 MI NE FROM ARLINGTON.
 MK0476'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATIONS ARE
 MK0476'LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON
 MK0476'566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH
 MK0476'THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND THE
 MK0476'NORTHEAST EDGE OF THE FIRING PIT OF LAUNCHER NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0475 ***********************************************************************
 MK0475  DESIGNATION -  B LE 2 SE PLATE
 MK0475  PID         -  MK0475
 MK0475  STATE/COUNTY-  NE/WASHINGTON
 MK0475  COUNTRY     -  US
 MK0475  USGS QUAD   -  ARLINGTON (2017)
 MK0475
 MK0475                         *CURRENT SURVEY CONTROL
 MK0475  ______________________________________________________________________
 MK0475* NAD 83(1986) POSITION- 41 29 23.     (N) 096 17 55.     (W)   SCALED
 MK0475* NAVD 88 ORTHO HEIGHT -   380.897 (meters)     1249.66  (feet) ADJUSTED
 MK0475  ______________________________________________________________________
 MK0475  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 MK0475  DYNAMIC HEIGHT  -        380.720 (meters)     1249.08  (feet) COMP
 MK0475  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MK0475
 MK0475  VERT ORDER      -  SECOND    CLASS 0
 MK0475
 MK0475.The horizontal coordinates were scaled from a map and have
 MK0475.an estimated accuracy of +/- 6 seconds.
 MK0475
 MK0475.The orthometric height was determined by differential leveling and
 MK0475.adjusted by the NATIONAL GEODETIC SURVEY
 MK0475.in June 1991.
 MK0475
 MK0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0475.GEOID18 height accuracy estimate available here.
 MK0475
 MK0475.Click photographs - Photos may exist for this station.
 MK0475
 MK0475.The dynamic height is computed by dividing the NAVD 88
 MK0475.geopotential number by the normal gravity value computed on the
 MK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0475.degrees latitude (g = 980.6199 gals.).
 MK0475
 MK0475.The modeled gravity was interpolated from observed gravity values.
 MK0475
 MK0475;                    North         East    Units  Estimated Accuracy
 MK0475;SPC NE       -   190,510.      808,900.      MT  (+/- 180 meters Scaled)
 MK0475
 MK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0475
 MK0475                          SUPERSEDED SURVEY CONTROL
 MK0475
 MK0475  NGVD 29 (??/??/92)  380.749  (m)         1249.17   (f) ADJ UNCH    2 0
 MK0475
 MK0475.Superseded values are not recommended for survey control.
 MK0475
 MK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0475.See file dsdata.pdf to determine how the superseded data were derived.
 MK0475
 MK0475_MARKER: Z = SEE DESCRIPTION
 MK0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0475_SP_SET: FIRING PIT
 MK0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0475
 MK0475  HISTORY     - Date     Condition        Report By
 MK0475  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0475  HISTORY     - 1960     GOOD             CGS
 MK0475
 MK0475                          STATION DESCRIPTION
 MK0475
 MK0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0475'4 MI NE FROM ARLINGTON.
 MK0475'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATIONS ARE
 MK0475'LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON
 MK0475'566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH THE
 MK0475'MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND THE NORTHEAST
 MK0475'EDGE OF THE FIRING PIT OF LAUNCHER NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0477 ***********************************************************************
 MK0477  DESIGNATION -  B LE 3 E
 MK0477  PID         -  MK0477
 MK0477  STATE/COUNTY-  NE/WASHINGTON
 MK0477  COUNTRY     -  US
 MK0477  USGS QUAD   -  ARLINGTON (2017)
 MK0477
 MK0477                         *CURRENT SURVEY CONTROL
 MK0477  ______________________________________________________________________
 MK0477* NAD 83(1986) POSITION- 41 29 15.     (N) 096 17 46.     (W)   SCALED
 MK0477* NAVD 88 ORTHO HEIGHT -   383.006 (meters)     1256.58  (feet) ADJUSTED
 MK0477  ______________________________________________________________________
 MK0477  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 MK0477  DYNAMIC HEIGHT  -        382.829 (meters)     1256.00  (feet) COMP
 MK0477  MODELED GRAVITY -    980,148.9   (mgal)                       NAVD 88
 MK0477
 MK0477  VERT ORDER      -  SECOND    CLASS 0
 MK0477
 MK0477.The horizontal coordinates were scaled from a map and have
 MK0477.an estimated accuracy of +/- 6 seconds.
 MK0477
 MK0477.The orthometric height was determined by differential leveling and
 MK0477.adjusted by the NATIONAL GEODETIC SURVEY
 MK0477.in June 1991.
 MK0477
 MK0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0477.GEOID18 height accuracy estimate available here.
 MK0477
 MK0477.Click photographs - Photos may exist for this station.
 MK0477
 MK0477.The dynamic height is computed by dividing the NAVD 88
 MK0477.geopotential number by the normal gravity value computed on the
 MK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0477.degrees latitude (g = 980.6199 gals.).
 MK0477
 MK0477.The modeled gravity was interpolated from observed gravity values.
 MK0477
 MK0477;                    North         East    Units  Estimated Accuracy
 MK0477;SPC NE       -   190,280.      809,120.      MT  (+/- 180 meters Scaled)
 MK0477
 MK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257964(NAD 83)
 MK0477
 MK0477                          SUPERSEDED SURVEY CONTROL
 MK0477
 MK0477  NGVD 29 (??/??/92)  382.858  (m)         1256.09   (f) ADJ UNCH    2 0
 MK0477
 MK0477.Superseded values are not recommended for survey control.
 MK0477
 MK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0477.See file dsdata.pdf to determine how the superseded data were derived.
 MK0477
 MK0477_MARKER: DD = SURVEY DISK
 MK0477_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0477_SP_SET: FLOOR OF LAUNCHER
 MK0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0477
 MK0477  HISTORY     - Date     Condition        Report By
 MK0477  HISTORY     - UNK      MONUMENTED       CGS
 MK0477  HISTORY     - 1960     GOOD             CGS
 MK0477
 MK0477                          STATION DESCRIPTION
 MK0477
 MK0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0477'4 MI NE FROM ARLINGTON.
 MK0477'4 MILES NORTHEAST, THE STATION IS LOCATED AT OFFUTT AIR
 MK0477'FORCE BASE, MISSILE SITE B, (SQUADRON 566-B).  THE MARK IS
 MK0477'A FLAT TOPPED, UNSTAMPED, BRONZE DISK CEMENTED IN A DRILLHOLE
 MK0477'IN THE FLOOR OF LAUNCHER NO. 3.  IT IS THE EAST ONE OF THREE
 MK0477'MARKS SET ON THE CENTER LINE OF THE BUILDING, 12.7 FEET
 MK0477'SOUTH OF THE NORTH WALL OF THE LAUNCHER AND 8.1 FEET WEST
 MK0477'OF THE CENTER OF THE EAST DOOR OF THE LAUNCHER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0478 ***********************************************************************
 MK0478  DESIGNATION -  B LE 3 M
 MK0478  PID         -  MK0478
 MK0478  STATE/COUNTY-  NE/WASHINGTON
 MK0478  COUNTRY     -  US
 MK0478  USGS QUAD   -  ARLINGTON (2017)
 MK0478
 MK0478                         *CURRENT SURVEY CONTROL
 MK0478  ______________________________________________________________________
 MK0478* NAD 83(1986) POSITION- 41 29 15.     (N) 096 17 45.     (W)   SCALED
 MK0478* NAVD 88 ORTHO HEIGHT -   383.007 (meters)     1256.58  (feet) ADJUSTED
 MK0478  ______________________________________________________________________
 MK0478  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 MK0478  DYNAMIC HEIGHT  -        382.829 (meters)     1256.00  (feet) COMP
 MK0478  MODELED GRAVITY -    980,148.9   (mgal)                       NAVD 88
 MK0478
 MK0478  VERT ORDER      -  SECOND    CLASS 0
 MK0478
 MK0478.The horizontal coordinates were scaled from a map and have
 MK0478.an estimated accuracy of +/- 6 seconds.
 MK0478
 MK0478.The orthometric height was determined by differential leveling and
 MK0478.adjusted by the NATIONAL GEODETIC SURVEY
 MK0478.in June 1991.
 MK0478
 MK0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0478.GEOID18 height accuracy estimate available here.
 MK0478
 MK0478.Click photographs - Photos may exist for this station.
 MK0478
 MK0478.The dynamic height is computed by dividing the NAVD 88
 MK0478.geopotential number by the normal gravity value computed on the
 MK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0478.degrees latitude (g = 980.6199 gals.).
 MK0478
 MK0478.The modeled gravity was interpolated from observed gravity values.
 MK0478
 MK0478;                    North         East    Units  Estimated Accuracy
 MK0478;SPC NE       -   190,280.      809,140.      MT  (+/- 180 meters Scaled)
 MK0478
 MK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257964(NAD 83)
 MK0478
 MK0478                          SUPERSEDED SURVEY CONTROL
 MK0478
 MK0478  NGVD 29 (??/??/92)  382.859  (m)         1256.10   (f) ADJ UNCH    2 0
 MK0478
 MK0478.Superseded values are not recommended for survey control.
 MK0478
 MK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0478.See file dsdata.pdf to determine how the superseded data were derived.
 MK0478
 MK0478_MARKER: DD = SURVEY DISK
 MK0478_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0478_SP_SET: FLOOR OF LAUNCHER
 MK0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0478
 MK0478  HISTORY     - Date     Condition        Report By
 MK0478  HISTORY     - UNK      MONUMENTED       CGS
 MK0478  HISTORY     - 1960     GOOD             CGS
 MK0478
 MK0478                          STATION DESCRIPTION
 MK0478
 MK0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0478'4 MI NE FROM ARLINGTON.
 MK0478'4 MILES NORTHEAST, THE STATION IS LOCATED AT OFFUTT AIR FORCE
 MK0478'BASE, MISSILE SITE B, (SQUADRON 566-B).  THE MARK IS A FLAT
 MK0478'TOPPED, UNSTAMPED, BRONZE DISK CEMENTED IN A DRILLHOLE IN THE
 MK0478'FLOOR OF LAUNCHER NO. 3.  IT IS THE MIDDLE ONE OF THREE MARKS
 MK0478'SET ON THE CENTER LINE OF THE BUILDING, 18.7 FEET SOUTH OF THE
 MK0478'NORTH WALL OF THE LAUNCHER AND 11 FEET EAST OF THE EAST EDGE
 MK0478'OF THE FIRING PIT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0483 ***********************************************************************
 MK0483  DESIGNATION -  B LE 3 NE PLATE
 MK0483  PID         -  MK0483
 MK0483  STATE/COUNTY-  NE/WASHINGTON
 MK0483  COUNTRY     -  US
 MK0483  USGS QUAD   -  ARLINGTON (2017)
 MK0483
 MK0483                         *CURRENT SURVEY CONTROL
 MK0483  ______________________________________________________________________
 MK0483* NAD 83(1986) POSITION- 41 29 14.     (N) 096 17 46.     (W)   SCALED
 MK0483* NAVD 88 ORTHO HEIGHT -   383.006 (meters)     1256.58  (feet) ADJUSTED
 MK0483  ______________________________________________________________________
 MK0483  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 MK0483  DYNAMIC HEIGHT  -        382.828 (meters)     1255.99  (feet) COMP
 MK0483  MODELED GRAVITY -    980,148.9   (mgal)                       NAVD 88
 MK0483
 MK0483  VERT ORDER      -  SECOND    CLASS 0
 MK0483
 MK0483.The horizontal coordinates were scaled from a map and have
 MK0483.an estimated accuracy of +/- 6 seconds.
 MK0483
 MK0483.The orthometric height was determined by differential leveling and
 MK0483.adjusted by the NATIONAL GEODETIC SURVEY
 MK0483.in June 1991.
 MK0483
 MK0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0483.GEOID18 height accuracy estimate available here.
 MK0483
 MK0483.Click photographs - Photos may exist for this station.
 MK0483
 MK0483.The dynamic height is computed by dividing the NAVD 88
 MK0483.geopotential number by the normal gravity value computed on the
 MK0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0483.degrees latitude (g = 980.6199 gals.).
 MK0483
 MK0483.The modeled gravity was interpolated from observed gravity values.
 MK0483
 MK0483;                    North         East    Units  Estimated Accuracy
 MK0483;SPC NE       -   190,250.      809,120.      MT  (+/- 180 meters Scaled)
 MK0483
 MK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257963(NAD 83)
 MK0483
 MK0483                          SUPERSEDED SURVEY CONTROL
 MK0483
 MK0483  NGVD 29 (??/??/92)  382.858  (m)         1256.09   (f) ADJ UNCH    2 0
 MK0483
 MK0483.Superseded values are not recommended for survey control.
 MK0483
 MK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0483.See file dsdata.pdf to determine how the superseded data were derived.
 MK0483
 MK0483_MARKER: Z = SEE DESCRIPTION
 MK0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0483_SP_SET: FIRING PIT
 MK0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0483
 MK0483  HISTORY     - Date     Condition        Report By
 MK0483  HISTORY     - UNK      MONUMENTED       CGS
 MK0483  HISTORY     - 1960     GOOD             CGS
 MK0483
 MK0483                          STATION DESCRIPTION
 MK0483
 MK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0483'4 MI NE FROM ARLINGTON.
 MK0483'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B,
 MK0483'(SQUADRON 566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES
 MK0483'ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND
 MK0483'NORTHEAST EDGE OF THE FIRING PIT OF LAUNCHER NO. 3.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0482 ***********************************************************************
 MK0482  DESIGNATION -  B LE 3 SE PLATE
 MK0482  PID         -  MK0482
 MK0482  STATE/COUNTY-  NE/WASHINGTON
 MK0482  COUNTRY     -  US
 MK0482  USGS QUAD   -  ARLINGTON (2017)
 MK0482
 MK0482                         *CURRENT SURVEY CONTROL
 MK0482  ______________________________________________________________________
 MK0482* NAD 83(1986) POSITION- 41 29 14.     (N) 096 17 46.     (W)   SCALED
 MK0482* NAVD 88 ORTHO HEIGHT -   383.005 (meters)     1256.58  (feet) ADJUSTED
 MK0482  ______________________________________________________________________
 MK0482  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 MK0482  DYNAMIC HEIGHT  -        382.827 (meters)     1255.99  (feet) COMP
 MK0482  MODELED GRAVITY -    980,148.9   (mgal)                       NAVD 88
 MK0482
 MK0482  VERT ORDER      -  SECOND    CLASS 0
 MK0482
 MK0482.The horizontal coordinates were scaled from a map and have
 MK0482.an estimated accuracy of +/- 6 seconds.
 MK0482
 MK0482.The orthometric height was determined by differential leveling and
 MK0482.adjusted by the NATIONAL GEODETIC SURVEY
 MK0482.in June 1991.
 MK0482
 MK0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0482.GEOID18 height accuracy estimate available here.
 MK0482
 MK0482.Click photographs - Photos may exist for this station.
 MK0482
 MK0482.The dynamic height is computed by dividing the NAVD 88
 MK0482.geopotential number by the normal gravity value computed on the
 MK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0482.degrees latitude (g = 980.6199 gals.).
 MK0482
 MK0482.The modeled gravity was interpolated from observed gravity values.
 MK0482
 MK0482;                    North         East    Units  Estimated Accuracy
 MK0482;SPC NE       -   190,250.      809,120.      MT  (+/- 180 meters Scaled)
 MK0482
 MK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257963(NAD 83)
 MK0482
 MK0482                          SUPERSEDED SURVEY CONTROL
 MK0482
 MK0482  NGVD 29 (??/??/92)  382.857  (m)         1256.09   (f) ADJ UNCH    2 0
 MK0482
 MK0482.Superseded values are not recommended for survey control.
 MK0482
 MK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0482.See file dsdata.pdf to determine how the superseded data were derived.
 MK0482
 MK0482_MARKER: Z = SEE DESCRIPTION
 MK0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0482_SP_SET: FIRING PIT
 MK0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0482
 MK0482  HISTORY     - Date     Condition        Report By
 MK0482  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0482  HISTORY     - 1960     GOOD             CGS
 MK0482
 MK0482                          STATION DESCRIPTION
 MK0482
 MK0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK0482'4 MI NE FROM ARLINGTON.
 MK0482'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B,
 MK0482'(SQUADRON 566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES
 MK0482'ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND
 MK0482'NORTHEAST EDGE OF THE FIRING PIT OF LAUNCHER NO. 3.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0193 ***********************************************************************
 LH0193  DESIGNATION -  B RESET
 LH0193  PID         -  LH0193
 LH0193  STATE/COUNTY-  NE/NUCKOLLS
 LH0193  COUNTRY     -  US
 LH0193  USGS QUAD   -  SUPERIOR (2017)
 LH0193
 LH0193                         *CURRENT SURVEY CONTROL
 LH0193  ______________________________________________________________________
 LH0193* NAD 83(1986) POSITION- 40 01 01.     (N) 098 04 17.     (W)   SCALED
 LH0193* NAVD 88 ORTHO HEIGHT -   480.226 (meters)     1575.54  (feet) ADJUSTED
 LH0193  ______________________________________________________________________
 LH0193  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 LH0193  DYNAMIC HEIGHT  -        479.945 (meters)     1574.62  (feet) COMP
 LH0193  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 LH0193
 LH0193  VERT ORDER      -  FIRST     CLASS II
 LH0193
 LH0193.The horizontal coordinates were scaled from a map and have
 LH0193.an estimated accuracy of +/- 6 seconds.
 LH0193
 LH0193.The orthometric height was determined by differential leveling and
 LH0193.adjusted by the NATIONAL GEODETIC SURVEY
 LH0193.in June 1991.
 LH0193
 LH0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0193.GEOID18 height accuracy estimate available here.
 LH0193
 LH0193.Click photographs - Photos may exist for this station.
 LH0193
 LH0193.The dynamic height is computed by dividing the NAVD 88
 LH0193.geopotential number by the normal gravity value computed on the
 LH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0193.degrees latitude (g = 980.6199 gals.).
 LH0193
 LH0193.The modeled gravity was interpolated from observed gravity values.
 LH0193
 LH0193;                    North         East    Units  Estimated Accuracy
 LH0193;SPC NE       -    22,220.      664,640.      MT  (+/- 180 meters Scaled)
 LH0193
 LH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK792300(NAD 83)
 LH0193
 LH0193                          SUPERSEDED SURVEY CONTROL
 LH0193
 LH0193  NGVD 29 (??/??/92)  480.050  (m)         1574.96   (f) ADJ UNCH    1 2
 LH0193
 LH0193.Superseded values are not recommended for survey control.
 LH0193
 LH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0193.See file dsdata.pdf to determine how the superseded data were derived.
 LH0193
 LH0193_MARKER: H = DRILL HOLE
 LH0193_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0193
 LH0193  HISTORY     - Date     Condition        Report By
 LH0193  HISTORY     - UNK      MONUMENTED       CBQRR
 LH0193  HISTORY     - 1947     GOOD             CGS
 LH0193
 LH0193                          STATION DESCRIPTION
 LH0193
 LH0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0193'AT SUPERIOR.
 LH0193'AT SUPERIOR, NUCKOLLS COUNTY, AT THE CHICAGO, BURLINGTON AND
 LH0193'QUINCY RAILROAD STATION, AT THE SOUTHEAST ANGLE OF THE WALL,
 LH0193'46 FEET WEST OF THE EAST END OF THE STATION, 54 FEET NORTH OF
 LH0193'THE CENTER LINE OF THE MAIN TRACK, AND 3 FEET WEST OF THE SOUTH
 LH0193'ENTRANCE TO THE WAITING ROOM.  THE BOTTOM OF A SQUARE HOLE,
 LH0193'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A LIMESTONE
 LH0193'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0723 ***********************************************************************
 NP0723  DESIGNATION -  BACA
 NP0723  PID         -  NP0723
 NP0723  STATE/COUNTY-  NE/SIOUX
 NP0723  COUNTRY     -  US
 NP0723  USGS QUAD   -  UNIVERSITY LAKE SE (2017)
 NP0723
 NP0723                         *CURRENT SURVEY CONTROL
 NP0723  ______________________________________________________________________
 NP0723* NAD 83(1995) POSITION- 42 05 19.26960(N) 103 34 45.85001(W)   ADJUSTED
 NP0723* NAVD 88 ORTHO HEIGHT -  1441.    (meters)     4728.    (feet) SCALED
 NP0723  ______________________________________________________________________
 NP0723  GEOID HEIGHT    -        -18.395 (meters)                     GEOID18
 NP0723  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 NP0723  HORZ ORDER      -  FIRST
 NP0723
 NP0723.The horizontal coordinates were established by classical geodetic methods
 NP0723.and adjusted by the National Geodetic Survey in August 1997.
 NP0723
 NP0723.The orthometric height was scaled from a topographic map.
 NP0723
 NP0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0723.GEOID18 height accuracy estimate available here.
 NP0723
 NP0723.Click photographs - Photos may exist for this station.
 NP0723
 NP0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0723
 NP0723. The following values were computed from the NAD 83(1995) position.
 NP0723
 NP0723;                    North         East     Units Scale Factor Converg.
 NP0723;SPC NE       -   256,533.352   204,026.255   MT  0.99971028   -2 22 19.4
 NP0723;SPC NE       -   841,643.17    669,376.14   sFT  0.99971028   -2 22 19.4
 NP0723;UTM  13      - 4,660,599.380   617,488.224   MT  0.99976985   +0 57 08.3
 NP0723
 NP0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0723!SPC NE       -   0.99977697  x   0.99971028  =   0.99948732
 NP0723!UTM  13      -   0.99977697  x   0.99976985  =   0.99954687
 NP0723
 NP0723:                Primary Azimuth Mark                     Grid Az
 NP0723:SPC NE       -  BACA AZ MK                               106 44 17.5
 NP0723:UTM  13      -  BACA AZ MK                               103 24 49.8
 NP0723
 NP0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1748860599(NAD 83)
 NP0723
 NP0723|---------------------------------------------------------------------|
 NP0723| PID    Reference Object                     Distance      Geod. Az  |
 NP0723|                                                           dddmmss.s |
 NP0723| CP9542 BACA RM 1                            21.037 METERS 05316     |
 NP0723| CP9541 BACA AZ MK                                         1042158.1 |
 NP0723| CP9543 BACA RM 2                            23.701 METERS 34031     |
 NP0723|---------------------------------------------------------------------|
 NP0723
 NP0723                          SUPERSEDED SURVEY CONTROL
 NP0723
 NP0723  NAD 83(1993)-  42 05 19.26946(N)    103 34 45.85029(W) AD(       ) 1
 NP0723  NAD 83(1986)-  42 05 19.26750(N)    103 34 45.85388(W) AD(       ) 1
 NP0723  NAD 27      -  42 05 19.39700(N)    103 34 44.06800(W) AD(       ) 1
 NP0723
 NP0723.Superseded values are not recommended for survey control.
 NP0723
 NP0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0723.See file dsdata.pdf to determine how the superseded data were derived.
 NP0723
 NP0723_MARKER: DS = TRIANGULATION STATION DISK
 NP0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0723_STAMPING: BACA 1934
 NP0723_MARK LOGO: CGS
 NP0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0723+STABILITY: SURFACE MOTION
 NP0723
 NP0723  HISTORY     - Date     Condition        Report By
 NP0723  HISTORY     - 1934     MONUMENTED       CGS
 NP0723
 NP0723                          STATION DESCRIPTION
 NP0723
 NP0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0723'THE STATION IS LOCATED ABOUT 17 MILES NNE OF SCOTTSBLUFF AND
 NP0723'IS ON THE SW END AND HIGHEST POINT OF A GROUP OF SANDHILLS
 NP0723'THAT SLOPE TO THE S AND W AND ARE GRASS-COVERED.
 NP0723'
 NP0723'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0723'BRONZE DISKS SET IN CONCRETE.
 NP0723'
 NP0723'REFERENCE MARK NO. 1 IS NE, AND NO. 2, NW OF THE STATION.
 NP0723'THEY BOTH PROJECT 4 INCHES.
 NP0723'
 NP0723'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS ENE OF THE STATION,
 NP0723'ON THE HIGHEST POINT OF A SMALL, GRASS-COVERED KNOLL.
 NP0723'
 NP0723'THE STATION MARK PROJECTS 4 INCHES AND IS 150 YARDS S OF AN
 NP0723'E-W FENCE AND 150 YARDS E OF A N-S FENCE.
 NP0723'
 NP0723'TO REACH STATION FROM THE INTERSECTION OF SCOTTSBLUFF OF
 NP0723'STATE ROUTE 29 AND U.S. HIGHWAY 26, AT A POINT WHERE NO. 29
 NP0723'CROSSES THE RAILROAD TRACKS, GO E ON U.S. HIGHWAY 26, 1.3
 NP0723'MILES TO A GRADED CROSSROADS.  (THERE IS A LARGE SUGAR REFINERY
 NP0723'IN THE SE ANGLE OF THIS INTERSECTION.) HERE LEAVE U.S. HIGHWAY
 NP0723'26, TURN LEFT, N AND FOLLOW MAIN GRADED ROAD 6.3 MILES TO A
 NP0723'GRADE CROSSING.  CROSS RAILROAD TRACKS AND CONTINUE N ON MAIN
 NP0723'ROAD 2.7 MILES TO A STEEL BRIDGE.  CROSS BRIDGE AND CONTINUE
 NP0723'N ON MAIN ROAD 0.3 MILE TO A T-INTERSECTION.  HERE TURN RIGHT
 NP0723'AND GO E 1.0 MILE TO A LEFT TURN IN THE ROAD.  (THERE IS A
 NP0723'HIGH WOVEN WIRE FENCE ON THE N SIDE OF THE ROAD AT THIS
 NP0723'POINT.) TURN LEFT AND GO N IN LANE 2.0 MILES TO A GATE IN
 NP0723'THE FENCE ON THE RIGHT SIDE OF THE ROAD.  (THIS POINT IS A
 NP0723'HUNDRED YARDS S OF THE END OF THE LANE, WHICH
 NP0723'TERMINATES AT THE S TOE OF A GROUP OF SMALL CLAY
 NP0723'BUTTES.) HERE TURN RIGHT, PASS THROUGH GATE AND GO E 50
 NP0723'YARDS, THEN N 0.1 MILE TO A FORK.  TAKE LEFT FORK, MAIN
 NP0723'ROAD, AND GO IN A GENERAL NORTHERLY DIRECTION 1.0 MILE
 NP0723'TO A GATE IN AN E-W FENCE.  PASS THROUGH GATE AND GO ENE
 NP0723'0.1 MILE TO A GATE IN A N-S FENCE.  (THERE IS A
 NP0723'TUMBLE-DOWN HOUSE 100 YARDS N OF THIS POINT).  PASS THROUGH
 NP0723'GATE AND FOLLOW MAIN ROAD IN A GENERAL NORTHEASTERLY DIRECTION
 NP0723'1.0 MILE TO A POINT WHERE THE ROAD GOES THROUGH A SAND HOLE
 NP0723'TO THE RIGHT OF A SE FENCE CORNER, WHICH IS 100 YARDS SW OF AN
 NP0723'OLD RANCH HOUSE).  CONTINUE NE ON ONLY ROAD 0.7 MILE TO A GATE
 NP0723'IN A N-S FENCE.  (THE STATION IS ON THE HIGHEST POINT OF THE
 NP0723'HILLS 1 MILE DUE N OF THIS POINT.) PASS THROUGH GATE AND
 NP0723'CONTINUE E 0.7 MILE TO A SE FENCE CORNER ON THE LEFT SIDE OF
 NP0723'THE ROAD.  CONTINUE E 0.6 MILE TO A WHITE RANCH HOUSE AND
 NP0723'UNPAINTED BUILDINGS.  HERE TURN LEFT ON THE E SIDE OF THE
 NP0723'BUILDINGS AND GO N 1.0 MILE ALONG THE E SIDE OF A N-S FENCE
 NP0723'TO A GATE IN THE SAME FENCE.  (THERE IS A WINDMILL AND
 NP0723'TANKS 50 YARDS NW OF THE GATE.) HERE TURN LEFT, W PASS
 NP0723'THROUGH GATE AND GO UP HILL IN A GENERAL WESTERLY
 NP0723'DIRECTION 1.0 MILE TO THE HIGHEST POINT OF THE HILLS AND
 NP0723'STATION.
 NP0723'
 NP0723'A 48 FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0458 ***********************************************************************
 NO0458  DESIGNATION -  BACHELOR
 NO0458  PID         -  NO0458
 NO0458  STATE/COUNTY-  NE/CHERRY
 NO0458  COUNTRY     -  US
 NO0458  USGS QUAD   -  CHESTERFIELD FLATS (2017)
 NO0458
 NO0458                         *CURRENT SURVEY CONTROL
 NO0458  ______________________________________________________________________
 NO0458* NAD 83(1995) POSITION- 42 31 47.61536(N) 101 07 13.12494(W)   ADJUSTED
 NO0458* NAVD 88 ORTHO HEIGHT -  1029.    (meters)     3376.    (feet) SCALED
 NO0458  ______________________________________________________________________
 NO0458  GEOID HEIGHT    -        -20.311 (meters)                     GEOID18
 NO0458  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 NO0458  HORZ ORDER      -  SECOND
 NO0458
 NO0458.The horizontal coordinates were established by classical geodetic methods
 NO0458.and adjusted by the National Geodetic Survey in August 1997.
 NO0458
 NO0458.The orthometric height was scaled from a topographic map.
 NO0458
 NO0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0458.GEOID18 height accuracy estimate available here.
 NO0458
 NO0458.Click photographs - Photos may exist for this station.
 NO0458
 NO0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0458
 NO0458. The following values were computed from the NAD 83(1995) position.
 NO0458
 NO0458;                    North         East     Units Scale Factor Converg.
 NO0458;SPC NE       -   299,999.205   407,974.577   MT  0.99981853   -0 44 32.7
 NO0458;SPC NE       -   984,247.39  1,338,496.59   sFT  0.99981853   -0 44 32.7
 NO0458;UTM  14      - 4,710,790.975   325,861.640   MT  0.99997310   -1 26 01.1
 NO0458
 NO0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0458!SPC NE       -   0.99984178  x   0.99981853  =   0.99966034
 NO0458!UTM  14      -   0.99984178  x   0.99997310  =   0.99981488
 NO0458
 NO0458:                Primary Azimuth Mark                     Grid Az
 NO0458:SPC NE       -  BACHELOR AZ MK                           069 51 01.7
 NO0458:UTM  14      -  BACHELOR AZ MK                           070 32 30.1
 NO0458
 NO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2586110790(NAD 83)
 NO0458
 NO0458|---------------------------------------------------------------------|
 NO0458| PID    Reference Object                     Distance      Geod. Az  |
 NO0458|                                                           dddmmss.s |
 NO0458| CP9544 BACHELOR AZ MK                                     0690629.0 |
 NO0458| CP9545 BACHELOR RM 1                        16.592 METERS 10122     |
 NO0458| CP9546 BACHELOR RM 2                        14.683 METERS 31541     |
 NO0458|---------------------------------------------------------------------|
 NO0458
 NO0458                          SUPERSEDED SURVEY CONTROL
 NO0458
 NO0458  NAD 83(1986)-  42 31 47.61343(N)    101 07 13.13214(W) AD(       ) 2
 NO0458  NAD 27      -  42 31 47.61000(N)    101 07 11.57600(W) AD(       ) 2
 NO0458
 NO0458.Superseded values are not recommended for survey control.
 NO0458
 NO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0458.See file dsdata.pdf to determine how the superseded data were derived.
 NO0458
 NO0458_MARKER: DS = TRIANGULATION STATION DISK
 NO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0458_STAMPING: BACHELOR 1949
 NO0458_MARK LOGO: CGS
 NO0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0458+STABILITY: SURFACE MOTION
 NO0458
 NO0458  HISTORY     - Date     Condition        Report By
 NO0458  HISTORY     - 1949     MONUMENTED       CGS
 NO0458
 NO0458                          STATION DESCRIPTION
 NO0458
 NO0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0458'THE STATION IS LOCATED ABOUT 27-1/2 MILES SOUTH OF NENZEL,
 NO0458'ABOUT 16-1/2 MILES WEST OF THE KENNEDY POST OFFICE, 7 FEET
 NO0458'NORTHWEST OF A WITNESS POST, AND IS ON THE HIGHEST POINT
 NO0458'OF A PROMINENT SANDY RIDGE THAT LIES BETWEEN GORDON AND
 NO0458'BOARDSMAN CREEKS.  THE STATION SITE IS ON LAND OWNED BY MR.
 NO0458'EARL BACHELOR.  THE MARK IS STAMPED BACHELOR 1949 AND PROJECTS
 NO0458'3 INCHES.
 NO0458'
 NO0458'REFERENCE MARK NO. 1 IS 6 INCHES BELOW THE STATION LEVEL.
 NO0458'IT PROJECTS 1 INCH AND IS STAMPED BACHELOR NO 1 1949.
 NO0458'
 NO0458'REFERENCE MARK NO. 2 IS LOCATED ALONG THE CREST OF THE RIDGE.
 NO0458'IT IS SET FLUSH AND IS STAMPED BACHELOR NO 2 1949.
 NO0458'
 NO0458'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0458'NO. 2 IS 97.99 FEET.
 NO0458'
 NO0458'THE AZIMUTH MARK IS SET IN A FENCE LINE, 0.1 MILE EAST OF THE
 NO0458'BACHELOR RANCH HOUSE, 3 FEET EAST OF A TELEPHONE POLE AND
 NO0458'2-1/2 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 NO0458'AND IS STAMPED BACHELOR 1949.
 NO0458'
 NO0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0458'AND 83 (5.4 MILES EAST-SOUTHEAST OF VALENTINE) GO SOUTH ON
 NO0458'U.S. HIGHWAY 83 FOR 11.85 MILES TO A MACADAM T-ROAD ON THE
 NO0458'RIGHT, TURN RIGHT AND GO WESTERLY ON THE MACADAM ROAD FOR
 NO0458'13.7 MILES TO THE WILDLIFE REFUGE HEADQUARTERS ON THE LEFT,
 NO0458'CONTINUE ON THE MACADAM AND SAND ROAD FOR 0.65 MILE TO FORKS,
 NO0458'TAKE LEFT FORK, CROSSING A SMALL BRIDGE, FOR 0.15 MILE TO
 NO0458'FORKS, TAKE RIGHT FORK AND GO FOR 1.4 MILES TO A T-ROAD LEFT,
 NO0458'CONTINUE ON MAIN TRAVELED ROAD AS PER SIGN KENNEDY FOR 0.9
 NO0458'MILE TO A CATTLE GUARD, CONTINUE FOR 0.15 MILE TO FORKS,
 NO0458'TAKE RIGHT FORK AND GO WEST, SOUTH AND WEST FOR 0.6 MILE
 NO0458'TO A RANCH HOUSE ON THE RIGHT, CONTINUE WEST ON MAIN TRACK
 NO0458'ROAD FOR 0.3 MILE TO A T-ROAD LEFT, TURN LEFT AND FOLLOW
 NO0458'THE MAIN ROAD SOUTH AND WEST FOR 1.95 MILES TO A
 NO0458'WINDMILL ON THE RIGHT, CONTINUE WESTERLY ON MAIN ROAD
 NO0458'FOR 3.2 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTHWEST
 NO0458'FOR 0.45 MILE TO FORKS AND SIGN WITH AN ARROW POINTING
 NO0458'NORTH TO KENNEDY, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 NO0458'WESTERLY FOR 4.9 MILES TO FORKS JUST BEFORE REACHING A
 NO0458'RANCH HOUSE ON THE RIGHT, TAKE LEFT FORK AND FOLLOW
 NO0458'TRACK ROAD SOUTH AND WEST FOR 1.3 MILES TO A CATTLE
 NO0458'GUARD, CONTINUE WESTERLY ON MAIN ROAD FOR 3.1 MILES TO A
 NO0458'WOODEN BRIDGE, CONTINUE WESTERLY ON MAIN ROAD FOR 3.6
 NO0458'MILES TO FORKS JUST BEFORE REACHING RANCH HOUSES ON THE
 NO0458'RIGHT AND LEFT, TAKE RIGHT FORK, PASSING BETWEEN THE
 NO0458'HOUSES AND CONTINUE SOUTHWESTERLY FOR 3.5 MILES TO THE AZIMUTH
 NO0458'MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO A REVERSE FORK
 NO0458'JUST SOUTHWEST OF THE BACHELOR RANCH HOUSE ON THE RIGHT, TURN
 NO0458'SHARP LEFT AND GO SOUTH FOR 0.35 MILE TO A GATE ON THE LEFT,
 NO0458'TURN RIGHT AND FOLLOW MAIN TRACK ROAD WESTERLY ACROSS A MEADOW
 NO0458'FOR 0.8 MILE TO A WIRE GATE IN THE NORTH-SOUTH FENCE LINE,
 NO0458'PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR
 NO0458'0.1 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH THE
 NO0458'GATE AND PICK ROAD SOUTH-SOUTHWEST UP THE RIDGE FOR ABOUT
 NO0458'0.4 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 NO0458'DESCRIBED.
 NO0458'
 NO0458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0624 ***********************************************************************
 MN0624  DESIGNATION -  BADGER
 MN0624  PID         -  MN0624
 MN0624  STATE/COUNTY-  NE/BANNER
 MN0624  COUNTRY     -  US
 MN0624  USGS QUAD   -  SOUTH OF GABE ROCK (2017)
 MN0624
 MN0624                         *CURRENT SURVEY CONTROL
 MN0624  ______________________________________________________________________
 MN0624* NAD 83(1995) POSITION- 41 26 27.57962(N) 103 46 24.16070(W)   ADJUSTED
 MN0624* NAVD 88 ORTHO HEIGHT -  1525.    (meters)     5003.    (feet) SCALED
 MN0624  ______________________________________________________________________
 MN0624  GEOID HEIGHT    -        -18.764 (meters)                     GEOID18
 MN0624  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 MN0624  HORZ ORDER      -  SECOND
 MN0624
 MN0624.The horizontal coordinates were established by classical geodetic methods
 MN0624.and adjusted by the National Geodetic Survey in August 1997.
 MN0624
 MN0624.The orthometric height was scaled from a topographic map.
 MN0624
 MN0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0624.GEOID18 height accuracy estimate available here.
 MN0624
 MN0624.Click photographs - Photos may exist for this station.
 MN0624
 MN0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0624
 MN0624. The following values were computed from the NAD 83(1995) position.
 MN0624
 MN0624;                    North         East     Units Scale Factor Converg.
 MN0624;SPC NE       -   185,369.011   184,859.111   MT  0.99965923   -2 30 02.2
 MN0624;SPC NE       -   608,164.83    606,491.93   sFT  0.99965923   -2 30 02.2
 MN0624;UTM  13      - 4,588,439.526   602,471.131   MT  0.99972922   +0 48 42.9
 MN0624
 MN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0624!SPC NE       -   0.99976384  x   0.99965923  =   0.99942315
 MN0624!UTM  13      -   0.99976384  x   0.99972922  =   0.99949312
 MN0624
 MN0624:                Primary Azimuth Mark                     Grid Az
 MN0624:SPC NE       -  BADGER AZ MK                             175 06 27.7
 MN0624:UTM  13      -  BADGER AZ MK                             171 47 42.6
 MN0624
 MN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0247188439(NAD 83)
 MN0624
 MN0624|---------------------------------------------------------------------|
 MN0624| PID    Reference Object                     Distance      Geod. Az  |
 MN0624|                                                           dddmmss.s |
 MN0624| CP7345 BADGER RM 1                          20.425 METERS 07349     |
 MN0624| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 4.0 KM 1120641.7 |
 MN0624| CP7344 BADGER AZ MK                                       1723625.5 |
 MN0624| CP7346 BADGER RM 2                          16.430 METERS 34723     |
 MN0624|---------------------------------------------------------------------|
 MN0624
 MN0624                          SUPERSEDED SURVEY CONTROL
 MN0624
 MN0624  NAD 83(1993)-  41 26 27.57928(N)    103 46 24.16061(W) AD(       ) 2
 MN0624  NAD 83(1986)-  41 26 27.56937(N)    103 46 24.16095(W) AD(       ) 2
 MN0624  NAD 27      -  41 26 27.65290(N)    103 46 22.35620(W) AD(       ) 2
 MN0624
 MN0624.Superseded values are not recommended for survey control.
 MN0624
 MN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0624.See file dsdata.pdf to determine how the superseded data were derived.
 MN0624
 MN0624_MARKER: DS = TRIANGULATION STATION DISK
 MN0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0624_STAMPING: BADGER 1963
 MN0624_MARK LOGO: CGS
 MN0624_PROJECTION: FLUSH
 MN0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0624+STABILITY: SURFACE MOTION
 MN0624
 MN0624  HISTORY     - Date     Condition        Report By
 MN0624  HISTORY     - 1963     MONUMENTED       CGS
 MN0624
 MN0624                          STATION DESCRIPTION
 MN0624
 MN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0624'THE STATION IS ON THE WESTERN END OF A ROCK AND GRASS COVERED
 MN0624'RIDGE, 8-1/4 MILES SOUTH AND 1-1/2 MILES WEST OF HARRISBURG.
 MN0624'IN THE SOUTHWEST CORNER OF SECTION 15, T 17 N, R 56 W, ON LAND
 MN0624'OWNED BY MR. WALTER SCHUEMAKER OF HARRISBURG.
 MN0624'
 MN0624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0624'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0624'11.65 MILES TO A BRIDGE OVER ROCKY HOLLOW CREEK.  CONTINUE
 MN0624'NORTH ON HIGHWAY 71 FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT
 MN0624'AND GO WEST ON A GRAVEL ROAD FOR 5.65 MILES TO A SIDE ROAD
 MN0624'AND A CATTLE GUARD ON THE RIGHT.  TURN RIGHT, CROSS THE CATTLE
 MN0624'GUARD, AND GO NORTHERLY ON A FARM DRIVE FOR 0.75 MILE TO THE
 MN0624'HOME OF MR. BLAKE.  FROM MR. BLAKES HOME, GO WEST ON A FIELD
 MN0624'ROAD FOR 0.2 MILE TO A ROAD FORK.  THE AZIMUTH MARK IS 30
 MN0624'FEET SOUTH OF THE CENTER OF THE FIELD ROAD AND IN A FENCE
 MN0624'LINE.  TAKE THE RIGHT FORK AND GO NORTHERLY ACROSS A
 MN0624'PASTURE ON A TRACK ROAD FOR 0.6 MILE TO THE TOP OF A LOW
 MN0624'HILL.  THE STATION IS 195 FEET EAST OF A FENCE WHICH IS
 MN0624'PARALLEL WITH THE TRACK ROAD.
 MN0624'
 MN0624'STATION MARKS ARE STANDARD DISKS STAMPED BADGER 1963.  THE SURFACE
 MN0624'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MN0624'SURFACE OF THE GROUND.  IT IS 7.3 FEET SOUTHWEST OF A METAL WITNESS
 MN0624'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0624'CONCRETE 35 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0624'
 MN0624'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BADGER NO 1
 MN0624'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0624'OF THE GROUND.  IT IS 262 FEET EAST OF THE FENCE, AND 61.5
 MN0624'FEET EAST OF THE METAL WITNESS POST.
 MN0624'
 MN0624'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BADGER NO 2
 MN0624'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0624'OF THE GROUND.  IT IS 190 FEET EAST OF THE FENCE, AND 49.1
 MN0624'FEET NORTH OF THE METAL WITNESS POST.
 MN0624'
 MN0624'AZIMUTH MARK, A STANDARD DISK STAMPED BADGER 1963, IS SET
 MN0624'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30
 MN0624'FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 2.2 FEET WEST OF
 MN0624'A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 MN0624'
 MN0624'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0589 ***********************************************************************
 MN0589  DESIGNATION -  BAG
 MN0589  PID         -  MN0589
 MN0589  STATE/COUNTY-  NE/KIMBALL
 MN0589  COUNTRY     -  US
 MN0589  USGS QUAD   -  OWASCO (2017)
 MN0589
 MN0589                         *CURRENT SURVEY CONTROL
 MN0589  ______________________________________________________________________
 MN0589* NAD 83(1995) POSITION- 41 13 17.64383(N) 103 31 49.04738(W)   ADJUSTED
 MN0589* NAVD 88 ORTHO HEIGHT -  1449.    (meters)     4754.    (feet) SCALED
 MN0589  ______________________________________________________________________
 MN0589  GEOID HEIGHT    -        -18.974 (meters)                     GEOID18
 MN0589  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 MN0589  HORZ ORDER      -  SECOND
 MN0589
 MN0589.The horizontal coordinates were established by classical geodetic methods
 MN0589.and adjusted by the National Geodetic Survey in August 1997.
 MN0589
 MN0589.The orthometric height was scaled from a topographic map.
 MN0589
 MN0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0589.GEOID18 height accuracy estimate available here.
 MN0589
 MN0589.Click photographs - Photos may exist for this station.
 MN0589
 MN0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0589
 MN0589. The following values were computed from the NAD 83(1995) position.
 MN0589
 MN0589;                    North         East     Units Scale Factor Converg.
 MN0589;SPC NE       -   160,170.392   204,154.864   MT  0.99967084   -2 20 22.2
 MN0589;SPC NE       -   525,492.36    669,798.08   sFT  0.99967084   -2 20 22.2
 MN0589;UTM  13      - 4,564,394.963   623,191.737   MT  0.99978678   +0 58 07.0
 MN0589
 MN0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0589!SPC NE       -   0.99977579  x   0.99967084  =   0.99944671
 MN0589!UTM  13      -   0.99977579  x   0.99978678  =   0.99956262
 MN0589
 MN0589:                Primary Azimuth Mark                     Grid Az
 MN0589:SPC NE       -  BAG 2 RM 5                               173 22 27.7
 MN0589:UTM  13      -  BAG 2 RM 5                               170 03 58.5
 MN0589
 MN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2319164394(NAD 83)
 MN0589
 MN0589|---------------------------------------------------------------------|
 MN0589| PID    Reference Object                     Distance      Geod. Az  |
 MN0589|                                                           dddmmss.s |
 MN0589| MN0568 DIX MUNICIPAL TANK                  APPROX. 3.9 KM 0692319.5 |
 MN0589| CP7348 BAG RM 1                             10.790 METERS 09529     |
 MN0589| MN0594 BAG 2 RM 5                          APPROX. 0.8 KM 1710205.5 |
 MN0589| CP7347 BAG AZ MK                                          1714500.6 |
 MN0589| MN0595 BAG 2                               428.638 METERS 2765257.5 |
 MN0589| CP7349 BAG RM 2                             11.357 METERS 27740     |
 MN0589|---------------------------------------------------------------------|
 MN0589
 MN0589                          SUPERSEDED SURVEY CONTROL
 MN0589
 MN0589  NAD 83(1993)-  41 13 17.64260(N)    103 31 49.04666(W) AD(       ) 2
 MN0589  NAD 83(1986)-  41 13 17.63629(N)    103 31 49.04665(W) AD(       ) 2
 MN0589  NAD 27      -  41 13 17.70590(N)    103 31 47.27200(W) AD(       ) 2
 MN0589
 MN0589.Superseded values are not recommended for survey control.
 MN0589
 MN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0589.See file dsdata.pdf to determine how the superseded data were derived.
 MN0589
 MN0589_MARKER: DS = TRIANGULATION STATION DISK
 MN0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0589
 MN0589  HISTORY     - Date     Condition        Report By
 MN0589  HISTORY     - 1963     MONUMENTED       CGS
 MN0589  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MN0589
 MN0589                          STATION DESCRIPTION
 MN0589
 MN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0589'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 1 MILE SOUTH
 MN0589'OF KIMBALL, 2 MILES WEST AND 1/2 MILE SOUTH OF DIX, ON TOP OF
 MN0589'A CUT BANK IN THE SOUTHEAST 1/4 OF SECTION 32, T. 15 N., R. 34 W.,
 MN0589'AND ON THE RIGHT-OF-WAY PROPERTY OF U.S. HIGHWAY 30.
 MN0589'
 MN0589'TO REACH THE STATION FROM THE POST OFFICE IN DIX, GO SOUTH FOR
 MN0589'0.05 MILE THENCE GO WEST FOR 0.1 MILE TO A T-INTERSECTION.
 MN0589'TURN LEFT AND GO SOUTH FOR 0.9 MILE TO U.S. HIGHWAY 30.  TURN
 MN0589'RIGHT AND GO WEST ON U.S. HIGHWAY 30 FOR 2.0 MILES TO A
 MN0589'CROSSROAD.  (TURN LEFT, SOUTH, FOR 0.5 MILE TO THE AZIMUTH
 MN0589'MARK ON THE LEFT, EAST, SIDE OF THE ROAD.) AT THIS POINT
 MN0589'LEAVE THE HIGHWAY AND GO WEST ALONG THE SOUTH SIDE OF THE
 MN0589'NORTH RIGHT-OF-WAY FENCE FOR 0.05 MILE TO THE TOP OF A CUT
 MN0589'BANK AND THE STATION.
 MN0589'
 MN0589'THE STATION MARK IS A STANDARD DISK, STAMPED BAG 1963, AND
 MN0589'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 MN0589'FLUSH WITH THE GROUND.  IT IS 15 FEET SOUTH OF THE RIGHT-OF-WAY
 MN0589'FENCE, 11.3 FEET SOUTHEAST OF A WITNESS POST, AND 13.5 FEET
 MN0589'SOUTH OF A CONCRETE RIGHT-OF-WAY POST THAT IS PAINTED YELLOW.
 MN0589'
 MN0589'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BAG NO 1 1963,
 MN0589'AND SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0589'IS FLUSH WITH THE GROUND.  IT IS 19 FEET SOUTH OF THE RIGHT-OF-WAY
 MN0589'FENCE AND 44.7 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 MN0589'
 MN0589'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BAG NO 2 1963,
 MN0589'AND SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0589'IS FLUSH WITH THE GROUND.  IT IS 28.4 FEET WEST OF THE WITNESS
 MN0589'POST AND 10 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 MN0589'
 MN0589'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAG 1963, AND
 MN0589'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  THE ROCK OUTCROP
 MN0589'IS FLUSH WITH THE GROUND ON THE EAST SIDE AND PROJECTS 4
 MN0589'INCHES ON THE WEST SIDE.  IT IS 32 FEET EAST OF THE CENTER
 MN0589'OF THE ROAD, 9 FEET SOUTH- SOUTHWEST OF A POWER POLE, 5 FEET
 MN0589'WEST OF A FENCE, AND 4.8 FEET WEST-SOUTHWEST OF A WITNESS POST.
 MN0589
 MN0589                          STATION RECOVERY (1972)
 MN0589
 MN0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0589'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 MN0589'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN PREVIOUSLY DESTROYED
 MN0589'BY ROAD GRADING.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 MN0589'MARKS COMPARE FAVORABLY WITH THE PREVIOUS DATA.  DUE TO
 MN0589'CONSTRUCTION OF INTERSTATE HIGHWAY 80 THIS STATION HAD TO BE MOVED
 MN0589'ABOUT 0.25 MILE WEST.  STATION BAG 2 WAS ESTABLISHED AND THE
 MN0589'DISTANCE BETWEEN THE STATION MARKS WAS MEASURED WITH A LASER
 MN0589'RANGER INSTRUMENT, REFERENCE MARKS 3, 4 AND 5 WERE
 MN0589'ESTABLISHED AND THE DISTANCE BETWEEN BAG 2 AND REFERENCE
 MN0589'MARK 5 WAS MEASURED WITH THE LASER RANGER INSTRUMENT.
 MN0589'
 MN0589'NOTE--SEE DESCRIPTION FOR STATION BAG 2 FOR DESCRIPTION OF MARKS.
 MN0589'
 MN0589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MN0589'SOUTHWEST OF DIX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0595 ***********************************************************************
 MN0595  DESIGNATION -  BAG 2
 MN0595  PID         -  MN0595
 MN0595  STATE/COUNTY-  NE/KIMBALL
 MN0595  COUNTRY     -  US
 MN0595  USGS QUAD   -  OWASCO (2017)
 MN0595
 MN0595                         *CURRENT SURVEY CONTROL
 MN0595  ______________________________________________________________________
 MN0595* NAD 83(1995) POSITION- 41 13 19.30849(N) 103 32 07.31736(W)   NO CHECK
 MN0595* NAVD 88 ORTHO HEIGHT -  1449.0   (meters)     4754.    (feet) VERTCON
 MN0595  ______________________________________________________________________
 MN0595  GEOID HEIGHT    -        -18.963 (meters)                     GEOID18
 MN0595  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 MN0595  HORZ ORDER      -  THIRD
 MN0595
 MN0595.The horizontal coordinates were established by classical geodetic methods
 MN0595.and adjusted by the National Geodetic Survey in August 1997.
 MN0595
 MN0595.No horizontal observational check was made to the station.
 MN0595
 MN0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0595
 MN0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0595.GEOID18 height accuracy estimate available here.
 MN0595
 MN0595.Click photographs - Photos may exist for this station.
 MN0595
 MN0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0595
 MN0595. The following values were computed from the NAD 83(1995) position.
 MN0595
 MN0595;                    North         East     Units Scale Factor Converg.
 MN0595;SPC NE       -   160,239.065   203,731.906   MT  0.99967080   -2 20 34.4
 MN0595;SPC NE       -   525,717.67    668,410.43   sFT  0.99967080   -2 20 34.4
 MN0595;UTM  13      - 4,564,439.119   622,765.472   MT  0.99978549   +0 57 55.0
 MN0595
 MN0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0595!SPC NE       -   0.99977574  x   0.99967080  =   0.99944662
 MN0595!UTM  13      -   0.99977574  x   0.99978549  =   0.99956128
 MN0595
 MN0595:                Primary Azimuth Mark                     Grid Az
 MN0595:SPC NE       -  BAG 2 RM 5                               150 04 02.4
 MN0595:UTM  13      -  BAG 2 RM 5                               146 45 33.0
 MN0595
 MN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2276564439(NAD 83)
 MN0595
 MN0595|---------------------------------------------------------------------|
 MN0595| PID    Reference Object                     Distance      Geod. Az  |
 MN0595|                                                           dddmmss.s |
 MN0595| MN0568 DIX MUNICIPAL TANK                  APPROX. 4.3 KM 0720158.5 |
 MN0595| CP7351 BAG 2 RM 4                           12.198 METERS 07716     |
 MN0595| MN0589 BAG                                 428.638 METERS 0965245.5 |
 MN0595| MN0594 BAG 2 RM 5                          APPROX. 1.0 KM 1474328.0 |
 MN0595| CP7350 BAG 2 RM 3                           11.774 METERS 35611     |
 MN0595|---------------------------------------------------------------------|
 MN0595
 MN0595                          SUPERSEDED SURVEY CONTROL
 MN0595
 MN0595  NAD 83(1993)-  41 13 19.30727(N)    103 32 07.31664(W) AD(       ) 3
 MN0595  NAD 83(1986)-  41 13 19.30095(N)    103 32 07.31664(W) AD(       ) 3
 MN0595  NAD 27      -  41 13 19.37087(N)    103 32 05.54104(W) AD(       ) 3
 MN0595  NGVD 29 (07/19/86) 1448.3    (m)         4752.     (f) VERT ANG       
 MN0595
 MN0595.Superseded values are not recommended for survey control.
 MN0595
 MN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0595.See file dsdata.pdf to determine how the superseded data were derived.
 MN0595
 MN0595_MARKER: DS = TRIANGULATION STATION DISK
 MN0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0595_STAMPING: BAG 2 1972
 MN0595_MARK LOGO: CGS
 MN0595_PROJECTION: FLUSH
 MN0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0595+STABILITY: SURFACE MOTION
 MN0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0595+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2010
 MN0595
 MN0595  HISTORY     - Date     Condition        Report By
 MN0595  HISTORY     - 1972     MONUMENTED       NGS
 MN0595  HISTORY     - 20101102 GOOD             NEGS
 MN0595
 MN0595                          STATION DESCRIPTION
 MN0595
 MN0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0595'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 1 MILE SOUTH OF
 MN0595'KIMBALL, 2-1/4 MILES WEST AND 1/2 MILE SOUTH OF DIX, IN SECTION 32,
 MN0595'T 15 N, R 34 W AND ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 MN0595'80.
 MN0595'
 MN0595'TO REACH THE STATION FROM THE POST OFFICE IN DIX, GO SOUTH FOR
 MN0595'0.05 MILE THENCE GO WEST FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 MN0595'LEFT AND GO SOUTH FOR 0.9 MILE TO THE DIX INTERCHANGE FOR
 MN0595'INTERSTATE HIGHWAY 80.  GO WEST ON INTERSTATE 80 FOR 2.3 MILE
 MN0595'TO TOP OF A HILL AND THE STATION ON THE RIGHT.
 MN0595'
 MN0595'THE STATION MARKS ARE STANDARD DISKS STAMPED BAG 2 1972.  THE
 MN0595'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MN0595'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 305 FEET
 MN0595'NORTH OF THE CENTER OF INTERSTATE 80 AND 2.5 FEET EAST OF A METAL
 MN0595'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0595'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 MN0595'
 MN0595'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAG 2 1972, SET IN
 MN0595'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 MN0595'WITH THE GROUND SURFACE.  IT IS 344 FEET NORTH OF THE MEDIAN
 MN0595'OF INTERSTATE 80 AND 1.5 FEET WEST OF A METAL WITNESS POST.
 MN0595'DISK IS ALSO STAMPED NO 3.
 MN0595'
 MN0595'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BAG 2 1972, SET IN
 MN0595'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 MN0595'WITH THE GROUND SURFACE.  IT IS ABOUT 307 FEET NORTH OF THE MEDIAN
 MN0595'OF INTERSTATE 80 AND 1.5 FEET WEST OF A METAL WITNESS POST.
 MN0595'DISK IS ALSO STAMPED NO 4.
 MN0595'
 MN0595'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BAG 2 NO 5 1972,
 MN0595'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT IS FLUSH
 MN0595'WITH THE GROUND SURFACE.  IT IS 59 FEET EAST OF THE CENTER OF A
 MN0595'GRAVELED ROAD, 41 FEET NORTHEAST OF A METAL WITNESS POST AND 24
 MN0595'FEET EAST OF A NORTH-SOUTH FENCE.
 MN0595'
 MN0595'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO EAST ON
 MN0595'INTERSTATE HIGHWAY 80 FOR 0.3 MILE TO A GRAVELED ROAD ON THE
 MN0595'RIGHT.  GO SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE REFERENCE
 MN0595'MARK 5 ON THE LEFT IN PASTURE LAND.
 MN0595'
 MN0595'NEAREST TOWN--DIX.
 MN0595
 MN0595                          STATION RECOVERY (2010)
 MN0595
 MN0595'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 MN0595'STATION RECOVERED AS DESCRIBED.RM 3 AND RM 4 WERE RECOVERED IN GOOD
 MN0595'CONDITION.RM 5 WAS NOT SEARCHED FOR AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0594 ***********************************************************************
 MN0594  DESIGNATION -  BAG 2 RM 5
 MN0594  PID         -  MN0594
 MN0594  STATE/COUNTY-  NE/KIMBALL
 MN0594  COUNTRY     -  US
 MN0594  USGS QUAD   -  OWASCO (2017)
 MN0594
 MN0594                         *CURRENT SURVEY CONTROL
 MN0594  ______________________________________________________________________
 MN0594* NAD 83(1995) POSITION- 41 12 50.74496(N) 103 31 43.42764(W)   NO CHECK
 MN0594* NAVD 88 ORTHO HEIGHT -  1448.1   (meters)     4751.    (feet) VERTCON
 MN0594  ______________________________________________________________________
 MN0594  GEOID HEIGHT    -        -18.981 (meters)                     GEOID18
 MN0594  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 MN0594  HORZ ORDER      -  THIRD
 MN0594
 MN0594.The horizontal coordinates were established by classical geodetic methods
 MN0594.and adjusted by the National Geodetic Survey in August 1997.
 MN0594
 MN0594.No horizontal observational check was made to the station.
 MN0594
 MN0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0594
 MN0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0594.GEOID18 height accuracy estimate available here.
 MN0594
 MN0594.Click photographs - Photos may exist for this station.
 MN0594
 MN0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0594
 MN0594. The following values were computed from the NAD 83(1995) position.
 MN0594
 MN0594;                    North         East     Units Scale Factor Converg.
 MN0594;SPC NE       -   159,336.199   204,251.762   MT  0.99967149   -2 20 18.5
 MN0594;SPC NE       -   522,755.51    670,115.99   sFT  0.99967149   -2 20 18.5
 MN0594;UTM  13      - 4,563,567.656   623,336.627   MT  0.99978722   +0 58 10.2
 MN0594
 MN0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0594!SPC NE       -   0.99977589  x   0.99967149  =   0.99944745
 MN0594!UTM  13      -   0.99977589  x   0.99978722  =   0.99956315
 MN0594
 MN0594:                Primary Azimuth Mark                     Grid Az
 MN0594:SPC NE       -  BAG 2                                    330 04 02.2
 MN0594:UTM  13      -  BAG 2                                    326 45 33.5
 MN0594
 MN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2333663567(NAD 83)
 MN0594
 MN0594|---------------------------------------------------------------------|
 MN0594| PID    Reference Object                     Distance      Geod. Az  |
 MN0594|                                                           dddmmss.s |
 MN0594| MN0595 BAG 2                               APPROX. 1.0 KM 3274343.7 |
 MN0594|---------------------------------------------------------------------|
 MN0594
 MN0594                          SUPERSEDED SURVEY CONTROL
 MN0594
 MN0594  NAD 83(1993)-  41 12 50.74372(N)    103 31 43.42695(W) AD(       ) 3
 MN0594  NAD 83(1986)-  41 12 50.73742(N)    103 31 43.42690(W) AD(       ) 3
 MN0594  NAD 27      -  41 12 50.80706(N)    103 31 41.65332(W) AD(       ) 3
 MN0594  NGVD 29 (07/19/86) 1447.4    (m)         4749.     (f) VERT ANG       
 MN0594
 MN0594.Superseded values are not recommended for survey control.
 MN0594
 MN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0594.See file dsdata.pdf to determine how the superseded data were derived.
 MN0594
 MN0594_MARKER: DR = REFERENCE MARK DISK
 MN0594_SETTING: 66 = SET IN ROCK OUTCROP
 MN0594_STAMPING: BAG 2 NO 5 1972
 MN0594_MARK LOGO: CGS
 MN0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0594+STABILITY: POSITION/ELEVATION WELL
 MN0594
 MN0594  HISTORY     - Date     Condition        Report By
 MN0594  HISTORY     - 1972     MONUMENTED       NGS
 MN0594
 MN0594                          STATION DESCRIPTION
 MN0594
 MN0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0594'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 1 MILE SOUTH OF
 MN0594'KIMBALL, 2-1/4 MILES WEST AND 1/2 MILE SOUTH OF DIX, IN SECTION
 MN0594'32, T 15 N, R 34 W.
 MN0594'
 MN0594'TO REACH STATION BAG 2 FROM THE POST OFFICE IN DIX, GO SOUTH FOR
 MN0594'0.05 MILE THENCE GO WEST FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 MN0594'LEFT AND GO SOUTH FOR 0.9 MILE TO THE DIX INTERCHANGE FOR
 MN0594'INTERSTATE HIGHWAY 80.  GO WEST ON INTERSTATE 80 FOR 2.3 MILE
 MN0594'TO TOP OF A HILL AND THE STATION ON THE RIGHT.
 MN0594'
 MN0594'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO EAST ON
 MN0594'INTERSTATE HIGHWAY 80 FOR 0.3 MILE TO A GRAVELED ROAD ON THE
 MN0594'RIGHT.  GO SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE REFERENCE
 MN0594'MARK 5 ON THE LEFT IN PASTURE LAND.
 MN0594'
 MN0594'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BAG 2 NO 5 1972,
 MN0594'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT IS FLUSH WITH
 MN0594'THE GROUND SURFACE.  IT IS 59 FEET EAST OF THE CENTER OF A GRAVELED
 MN0594'ROAD, 41 FEET NORTHEAST OF A METAL WITNESS POST AND 24 FEET
 MN0594'EAST OF A NORTH-SOUTH FENCE.
 MN0594'
 MN0594'NEAREST TOWN--DIX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1717 ***********************************************************************
 NM1717  DESIGNATION -  BAGO
 NM1717  PID         -  NM1717
 NM1717  STATE/COUNTY-  NE/THURSTON
 NM1717  COUNTRY     -  US
 NM1717  USGS QUAD   -  SALIX (2018)
 NM1717
 NM1717                         *CURRENT SURVEY CONTROL
 NM1717  ______________________________________________________________________
 NM1717* NAD 83(1995) POSITION- 42 16 00.20553(N) 096 22 26.36409(W)   ADJUSTED
 NM1717* NAVD 88 ORTHO HEIGHT -   420.    (meters)     1378.    (feet) SCALED
 NM1717  ______________________________________________________________________
 NM1717  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 NM1717  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 NM1717  HORZ ORDER      -  FIRST
 NM1717
 NM1717.The horizontal coordinates were established by classical geodetic methods
 NM1717.and adjusted by the National Geodetic Survey in August 1997.
 NM1717
 NM1717.The orthometric height was scaled from a topographic map.
 NM1717
 NM1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1717.GEOID18 height accuracy estimate available here.
 NM1717
 NM1717.Click photographs - Photos may exist for this station.
 NM1717
 NM1717.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1717
 NM1717. The following values were computed from the NAD 83(1995) position.
 NM1717
 NM1717;                    North         East     Units Scale Factor Converg.
 NM1717;SPC NE       -   276,447.025   798,996.440   MT  0.99974676   +2 24 10.6
 NM1717;SPC NE       -   906,976.61  2,621,374.15   sFT  0.99974676   +2 24 10.6
 NM1717;UTM  14      - 4,682,730.296   716,576.687   MT  1.00017717   +1 46 00.8
 NM1717
 NM1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1717!SPC NE       -   0.99993820  x   0.99974676  =   0.99968498
 NM1717!UTM  14      -   0.99993820  x   1.00017717  =   1.00011536
 NM1717
 NM1717:                Primary Azimuth Mark                     Grid Az
 NM1717:SPC NE       -  HOMER                                    308 34 32.7
 NM1717:UTM  14      -  HOMER                                    309 12 42.5
 NM1717
 NM1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1657682730(NAD 83)
 NM1717
 NM1717|---------------------------------------------------------------------|
 NM1717| PID    Reference Object                     Distance      Geod. Az  |
 NM1717|                                                           dddmmss.s |
 NM1717| NM1679 SALIX MUNICIPAL TANK                APPROX. 8.6 KM 0563007.8 |
 NM1717| CO2162 BAGO RM 1                            26.275 METERS 06738     |
 NM1717| NM1665 SLOAN MUNICIPAL TANK                APPROX.12.5 KM 1070355.7 |
 NM1717| NM1666 OMAHA/SIOUX FALLS AMB 4 AWY 6       APPROX. 6.7 KM 1125257.2 |
 NM1717| NM1713 WINNEBAGO LOOKOUT TOWER             APPROX. 4.3 KM 1692509.1 |
 NM1717| NM1733 HOMER                               APPROX.14.0 KM 3105843.3 |
 NM1717| CO2164 BAGO RM 3                                          32639     |
 NM1717| CO2163 BAGO RM 2                            30.464 METERS 32707     |
 NM1717| NM1718 WINNEBAGO 2                           6.375 METERS 33147     |
 NM1717|---------------------------------------------------------------------|
 NM1717
 NM1717                          SUPERSEDED SURVEY CONTROL
 NM1717
 NM1717  NAD 83(1986)-  42 16 00.20648(N)    096 22 26.36190(W) AD(       ) 1
 NM1717  NAD 27      -  42 16 00.23400(N)    096 22 25.24500(W) AD(       ) 1
 NM1717
 NM1717.Superseded values are not recommended for survey control.
 NM1717
 NM1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1717.See file dsdata.pdf to determine how the superseded data were derived.
 NM1717
 NM1717_MARKER: DS = TRIANGULATION STATION DISK
 NM1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1717_STAMPING: BAGO 1934
 NM1717_MARK LOGO: CGS
 NM1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1717+STABILITY: SURFACE MOTION
 NM1717
 NM1717  HISTORY     - Date     Condition        Report By
 NM1717  HISTORY     - 1934     MONUMENTED       CGS
 NM1717  HISTORY     - 1943     GOOD             CGS
 NM1717  HISTORY     - 1945     GOOD             CGS
 NM1717  HISTORY     - 1948     GOOD             CGS
 NM1717
 NM1717                          STATION DESCRIPTION
 NM1717
 NM1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1717'ABOUT 7-1/2 MILES NORTHEAST OF WINNEBAGO IN THE SOUTHERN PART
 NM1717'OF SEC. 35, T. 27 N., R. 9 E., ON LAND OWNED BY OWEN LESTER.
 NM1717'MARK IS ON THE HIGHEST BLUFF IN THE VICINITY, IN UNCULTIVATED
 NM1717'WOODY LAND.  SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM1717'
 NM1717'TO REACH FROM HOMER, FROM MAIN CORNER OF TOWN GO EAST ACROSS
 NM1717'RAILROAD TRACKS AND BRIDGE, TURN LEFT 50 YARDS, THEN RIGHT (EAST)
 NM1717'0.35 MILE, THEN RIGHT FORK 2.2 MILES, THEN RIGHT FORK 0.8 MILE,
 NM1717'THEN STRAIGHT AHEAD ON LEFT FORK 1.25 MILES, THEN LEFT 0.85 MILE,
 NM1717'RIGHT 0.45 MILE, THEN LEFT (EAST) 0.5 MILE, RIGHT 0.45 MILE, LEFT
 NM1717'0.55 MILE TO GATE AT THE LESTER HOUSE.  PASS THROUGH GATE GO
 NM1717'SOUTH UP VALLEY 50 YARDS, THEN LEFT AND GO UP DRAW 0.1 MILE TO
 NM1717'GATE.  PASS THROUGH GATE AND GO LEFT ALONG FENCE 0.5 MILE,
 NM1717'BEAR RIGHT UP RIDGE 0.3 MILE TO HIGHEST POINT AND STATION.
 NM1717'
 NM1717'A 2-INCH IRON PIPE MARKED U.S. WITH NO NUMBER, IS 6.375 METERS
 NM1717'(20.92 FEET) NORTHWEST OF STATION.  THIS IS A STATION OF THE
 NM1717'MISSOURI RIVER COMMISSION AND WAS FOUND IN GOOD CONDITION.
 NM1717'
 NM1717'REFERENCE MARK NO. 1 IS 26.275 METERS (86.20 FEET)
 NM1717'NORTHEAST OF STATION.
 NM1717'
 NM1717'REFERENCE MARK NO. 2 IS 30.464 METERS (99.95 FEET)
 NM1717'NORTHWEST OF STATION.
 NM1717'
 NM1717'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS APPROXIMATELY
 NM1717'110 YARDS NORTHWEST OF STATION.
 NM1717'
 NM1717'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 NM1717
 NM1717                          STATION RECOVERY (1943)
 NM1717
 NM1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 NM1717'THE ORIGINAL DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 NM1717'IT MIGHT BE ADDED THAT THE BLUFF AND STATION IS SOUTHEAST OF THE
 NM1717'LESTER HOUSE.
 NM1717'
 NM1717'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 NM1717'AS DESCRIBED IN GOOD CONDITION.  THE MISSOURI RIVER COMMISSION
 NM1717'STATION 20.92 FT NORTHWEST OF THE STATION BAGO WAS ALSO RECOVERED
 NM1717'IN GOOD CONDITION.
 NM1717
 NM1717                          STATION RECOVERY (1945)
 NM1717
 NM1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 NM1717'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS
 NM1717'DESCRIBED.  A NEW ROUTE TO THE STATION IS AS FOLLOWS--GO E FROM
 NM1717'THE WHITE ROSE GASOLINE STATION ON THE HIGHWAY IN HOMER, FOLLOWING
 NM1717'A MAIN GRADED ROAD E AND SE 2.4 MILES.  TAKE THE RIGHT FORK
 NM1717'AND CONTINUE SE 0.8 MILE.  THEN TAKE THE LEFT FORK AND FOLLOW THE
 NM1717'MAIN GRADED ROAD 3.9 MILES TO THE OLD LESTER FARM ON THE RIGHT.
 NM1717'THIS FARM IS NOW VACANT.  TURN IN THROUGH A GATE ON THE RIGHT,
 NM1717'THEN TURN TO THE LEFT, PASSING TO THE LEFT OF A CRIB, GO SW
 NM1717'UP A SMALL CANYON KEEPING TO THE LEFT BANK AND PASS AS CLOSE
 NM1717'TO THE HOUSE AS POSSIBLE, FOLLOWING THE OLD TRAIL UP THE SIDE
 NM1717'OF THE CANYON TO THE SW OF THE MAIN DRAW, AND GO ABOUT 0.4
 NM1717'MILE TO A T-FENCE CORNER ON THE PASTURE BENCH.  FROM HERE
 NM1717'CONTINUE SW UP ALONG THE RIDGE, THROUGH THE TIMBER ABOUT 1/2
 NM1717'MILE TO THE STATION (WHICH IS ON A BALD KNOB IN THE TIMBER),
 NM1717'AND IS ABOUT 1/4 MILE S FROM THE MAIN DRAW THAT LEADS W FROM
 NM1717'THE OLD LESTER HOUSE.
 NM1717
 NM1717                          STATION RECOVERY (1948)
 NM1717
 NM1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1717'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 NM1717'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NM1717'
 NM1717'STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF HOMER, 5.5
 NM1717'MILES NORTHEAST OF WINNEBAGO, ON THE SOUTHEAST END OF RIDGE, TOP
 NM1717'OF WHICH WAS UNDER CULTIVATION A FEW YEARS AGO.  THE MARK
 NM1717'PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGO 1934.
 NM1717'
 NM1717'REFERENCE MARK NO. 1 IS 86.20 FEET EAST-NORTHEAST OF THE STATION,
 NM1717'IN WOODS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGO
 NM1717'NO 1 1934.
 NM1717'
 NM1717'REFERENCE MARK NO. 2 IS 99.95 FEET NORTHWEST OF THE STATION,
 NM1717'IN NARROW CLEARING ALONG THE TOP OF THE RIDGE.  THE MARK
 NM1717'PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGO NO 2 1934.
 NM1717'
 NM1717'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 0.05 MILE NORTHWEST
 NM1717'OF THE STATION, ALONG THE TOP OF RIDGE.  THE MARK PROJECTS 4 INCHES
 NM1717'AND THE DISK IS STAMPED BAGO AZI 1934.
 NM1717'
 NM1717'(MRC) MARK IS 20.92 FEET NORTHWEST OF THE STATION.  IT IS A 2
 NM1717'INCH PIPE (NO CAP) SET IN CONCRETE AND PROJECTS ABOUT 6 INCHES.
 NM1717'THIS IS ALSO THE SAME TYPE MARK AS THE U.S.E.D.  THE APPROXIMATE
 NM1717'CENTER OF THE PIPE WAS USED FOR MEASUREMENTS.
 NM1717'
 NM1717'TO REACH FROM THE POST OFFICE IN HOMER, GO EAST 0.1 MILE, JOG
 NM1717'LEFT ON U.S. HIGHWAY 77 FOR 50 YARDS, TURN RIGHT (EAST) ON DIRT
 NM1717'ROAD FOR 2.55 MILES TO FORKS, TAKE RIGHT FORK FOR 0.85 MILE, TAKE
 NM1717'LEFT FORK, STRAIGHT AHEAD FOLLOWING MAIN ROAD FOR 4.0 MILES TO
 NM1717'DESERTED FARM BUILDINGS ON THE RIGHT, TURN RIGHT THROUGH BARN
 NM1717'YARD TO A POINT - ABOUT 40 YARDS SOUTHWEST OF THE HOUSE WHERE
 NM1717'MAIN WASH GOES SOUTHWEST AND ANOTHER SOUTHEAST, BEAR LEFT
 NM1717'OUT OF WASH AND FOLLOW RIDGE BETWEEN THE TWO WASHES ABOUT
 NM1717'0.2 MILE TO AN EAST-WEST FENCE, TURN LEFT ALONG THE SOUTH
 NM1717'SIDE OF FENCE FOR ABOUT 0.1 MILE, BEAR RIGHT AWAY FROM THE
 NM1717'FENCE AND ACROSS HEAD OF DRAW ABOUT 0.1 MILE TO POINT OF
 NM1717'RIDGE, THEN RIGHT UP RIDGE THROUGH TIMBER ABOUT 0.4 MILE TO
 NM1717'THE HIGHEST POINT AND THE STATION.
 NM1717'
 NM1717'A 4 FOOT SIGNAL AT HOMER IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'AN 87 FOOT SIGNAL AT BLUE IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 74 FOOT SIGNAL AT 397 (MRC) IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 4 FOOT SIGNAL AT SERG 1934 IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'A 4 FOOT SIGNAL AT BROWN IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 100 FOOT SIGNAL AT SALIX IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 100 FOOT SIGNAL AT SLOAN IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'A 74 FOOT SIGNAL AT ALBATON IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'A 74 FOOT SIGNAL AT 392 (MRC) IS VISIBLE AT 77 FEET.
 NM1717'
 NM1717'NOTE-THE 1948 DIRECTION TO R.M. NO. 3 (AZIMUTH MARK) WAS
 NM1717'CHECKED AND FOUND TO BE CORRECT.
 NM1717'
 NM1717'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0498 ***********************************************************************
 NO0498  DESIGNATION -  BAILEY
 NO0498  PID         -  NO0498
 NO0498  STATE/COUNTY-  NE/CHERRY
 NO0498  COUNTRY     -  US
 NO0498  USGS QUAD   -  WILD MARE LAKE (2017)
 NO0498
 NO0498                         *CURRENT SURVEY CONTROL
 NO0498  ______________________________________________________________________
 NO0498* NAD 83(1995) POSITION- 42 42 54.54357(N) 101 36 55.94546(W)   ADJUSTED
 NO0498* NAVD 88 ORTHO HEIGHT -  1099.    (meters)     3606.    (feet) SCALED
 NO0498  ______________________________________________________________________
 NO0498  GEOID HEIGHT    -        -19.402 (meters)                     GEOID18
 NO0498  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 NO0498  HORZ ORDER      -  SECOND
 NO0498
 NO0498.The horizontal coordinates were established by classical geodetic methods
 NO0498.and adjusted by the National Geodetic Survey in August 1997.
 NO0498
 NO0498.The orthometric height was scaled from a topographic map.
 NO0498
 NO0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0498.GEOID18 height accuracy estimate available here.
 NO0498
 NO0498.Click photographs - Photos may exist for this station.
 NO0498
 NO0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0498
 NO0498. The following values were computed from the NAD 83(1995) position.
 NO0498
 NO0498;                    North         East     Units Scale Factor Converg.
 NO0498;SPC NE       -   321,215.560   367,683.719   MT  0.99988187   -1 04 14.2
 NO0498;SPC NE       - 1,053,854.72  1,206,309.00   sFT  0.99988187   -1 04 14.2
 NO0498;UTM  14      - 4,732,500.967   285,823.415   MT  1.00016439   -1 46 29.8
 NO0498
 NO0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0498!SPC NE       -   0.99983065  x   0.99988187  =   0.99971254
 NO0498!UTM  14      -   0.99983065  x   1.00016439  =   0.99999501
 NO0498
 NO0498:                Primary Azimuth Mark                     Grid Az
 NO0498:SPC NE       -  BAILEY AZ MK                             015 33 57.0
 NO0498:UTM  14      -  BAILEY AZ MK                             016 16 12.6
 NO0498
 NO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8582332500(NAD 83)
 NO0498
 NO0498|---------------------------------------------------------------------|
 NO0498| PID    Reference Object                     Distance      Geod. Az  |
 NO0498|                                                           dddmmss.s |
 NO0498| CP9555 BAILEY AZ MK                                       0142942.8 |
 NO0498| CP9556 BAILEY RM 1                          19.833 METERS 16340     |
 NO0498| CP9557 BAILEY RM 2                          17.195 METERS 32723     |
 NO0498|---------------------------------------------------------------------|
 NO0498
 NO0498                          SUPERSEDED SURVEY CONTROL
 NO0498
 NO0498  NAD 83(1986)-  42 42 54.53808(N)    101 36 55.95157(W) AD(       ) 2
 NO0498  NAD 27      -  42 42 54.56000(N)    101 36 54.39200(W) AD(       ) 2
 NO0498
 NO0498.Superseded values are not recommended for survey control.
 NO0498
 NO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0498.See file dsdata.pdf to determine how the superseded data were derived.
 NO0498
 NO0498_MARKER: DS = TRIANGULATION STATION DISK
 NO0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0498_STAMPING: BAILEY 1946
 NO0498_MARK LOGO: CGS
 NO0498_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0498
 NO0498  HISTORY     - Date     Condition        Report By
 NO0498  HISTORY     - 1946     MONUMENTED       CGS
 NO0498  HISTORY     - 1949     GOOD             CGS
 NO0498
 NO0498                          STATION DESCRIPTION
 NO0498
 NO0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0498'LOCATED ABOUT 14-3/4 MILES SOUTH-SOUTHEAST OF MERRIMAN ON
 NO0498'THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH SAND RIDGE AND
 NO0498'55 FEET NORTHEAST OF A LARGE SAND PIT.  IT IS A STANDARD DISK
 NO0498'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0498'IT IS STAMPED BAILEY 1946.
 NO0498'
 NO0498'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE LARGE SAND PIT
 NO0498'AND 15 FEET WEST OF THE EAST EDGE OF THE SAND RIDGE.  IT IS
 NO0498'AT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 NO0498'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0498'IT IS STAMPED BAILEY NO 1 1946.
 NO0498'
 NO0498'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE SAND RIDGE
 NO0498'AND ABOUT 8 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 NO0498'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0498'10 INCHES.  IT IS STAMPED BAILEY NO 2 1946.
 NO0498'
 NO0498'THE AZIMUTH MARK IS NEAR THE CENTER OF A LOW NORTHWEST-SOUTHEAST
 NO0498'SAND RIDGE AND 3 FEET SOUTHEAST OF A REFERENCE POST.  IT IS
 NO0498'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0498'PROJECTS 18 INCHES.  IT IS STAMPED BAILEY 1946.
 NO0498'
 NO0498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0498'AND STATE HIGHWAY NO. 61 AT THE NORTH EDGE OF THE MAIN STREET
 NO0498'OF MERRIMAN, GO SOUTH ON THE MAIN STREET PAST THE WATER TANK
 NO0498'FOR 5.5 MILES.  THEN LEFT FORK, SOUTHEAST, FOR 4.25 MILES TO
 NO0498'THE BRIDGE OVER THE NIOBRARA RIVER.  CONTINUE SOUTHERLY FOR
 NO0498'0.7 MILE.  THEN RIGHT FORK, SOUTH, FOR 1.0 MILE TO A CROSSROAD.
 NO0498'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.85 MILE TO A
 NO0498'DIM TRACK ROAD THAT CROSSES THE MAIN TRAVELED ROAD DIAGONALLY.
 NO0498'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.9 MILE.  THEN
 NO0498'LEFT FORK, EASTERLY, FOR 0.4 MILE.  THEN RIGHT ON THE MAIN
 NO0498'TRAVELED ROAD FOR 2.0 MILES.  THEN RIGHT FORK, SOUTHERLY, FOR
 NO0498'0.5 MILE TO A POINT ABOUT 50 YARDS EAST OF A WINDMILL.
 NO0498'CONTINUE, SOUTHERLY, FOR 1.45 MILES.  THEN RIGHT FORK,
 NO0498'SOUTH, FOR 0.15 MILE.  THEN RIGHT FORK, WESTERLY, FOR 0.65
 NO0498'MILE TO A WINDMILL.  TURN LEFT, SOUTHERLY, ACROSS COUNTRY FOR
 NO0498'0.7 MILE TO THE AZIMUTH MARK.  CONTINUE SOUTHERLY FOR 0.25 MILE
 NO0498'TO THE HIGHEST POINT AND THE STATION.
 NO0498
 NO0498                          STATION RECOVERY (1949)
 NO0498
 NO0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0498'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NO0498'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0498'
 NO0498'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0498'
 NO0498'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHEAST OF
 NO0498'MERRIMAN.  IT IS ON THE SOUTH END OF NORTH-SOUTH RIDGE AT ITS
 NO0498'HIGHEST POINT AND 55 FEET NORTHEAST OF A LARGE SAND BLOW-OUT.
 NO0498'IT IS A STANDARD DISK STAMPED BAILEY 1946 WELDED TO THE TOP
 NO0498'OF A 3 INCH IRON PIPE THAT PROJECTS 10 INCHES.
 NO0498'
 NO0498'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 30
 NO0498'FEET EAST OF LARGE SAND BLOW-OUT, AND 15 FEET WEST OF THE
 NO0498'EAST EDGE OF RIDGE.  IT IS A STANDARD DISK STAMPED BAILEY NO 1
 NO0498'1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE.  IT PROJECTS 4
 NO0498'INCHES.
 NO0498'
 NO0498'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE NORTH
 NO0498'SLOPE OF THE HILL, AND ABOUT 8 FEET LOWER THAN THE STATION IN
 NO0498'ELEVATION.  IT IS A STANDARD DISK STAMPED BAILEY NO 2 1946
 NO0498'WELDED TO THE TOP OF A 3 INCH IRON PIPE.  IT PROJECTS 14 INCHES.
 NO0498'
 NO0498'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, ON THE
 NO0498'TOP OF A SMALL KNOLL.  IT IS A STANDARD DISK STAMPED BAILEY
 NO0498'1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE.  IT PROJECTS
 NO0498'18 INCHES.
 NO0498'
 NO0498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NO0498'STATE HIGHWAY 61 IN MERRIMAN, GO SOUTH ON MAIN ROAD, PASSING
 NO0498'TO THE LEFT OF WATER TANK FOR 7.5 MILES TO FORKS, TAKE EXTREME
 NO0498'LEFT FORK FOR 3.0 MILES TO T-ROAD, TURN RIGHT ON MAIN ROAD AND
 NO0498'GO SOUTH FOR 1.0 MILE TO BRIDGE OVER THE NIOBRARA RIVER, CROSS
 NO0498'BRIDGE AND CONTINUE ON MAIN ROAD FOR 0.6 MILE TO FORKS, TAKE
 NO0498'RIGHT FORK ON MAIN ROAD FOR 0.9 MILE TO CROSSROADS, CONTINUE
 NO0498'SOUTH ON MAIN ROAD FOR 0.85 MILE TO FORKS, TAKE RIGHT FORK
 NO0498'STRAIGHT AHEAD FOR 2.4 MILES TO A CATTLE GUARD, CONTINUE ON
 NO0498'MAIN ROAD FOR 0.9 MILE TO FORKS, TAKE RIGHT FORK FOR 0.55
 NO0498'MILE TO A WINDMILL ON THE RIGHT, CONTINUE ON MAIN ROAD FOR
 NO0498'0.6 MILE TO A CATTLE GUARD, CONTINUE ON MAIN ROAD FOR 0.9
 NO0498'MILE TO A CATTLE GUARD, CROSS GUARD AND GO 0.05 MILE TO
 NO0498'DIM TRACK ROAD RIGHT, TURN RIGHT ON DIM TRACK ROAD AND GO WEST
 NO0498'FOR 0.7 MILE TO A WINDMILL, TURN LEFT OFF TRACK ROAD AND
 NO0498'PICK WAY SOUTHERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON
 NO0498'KNOLL AS DESCRIBED, CONTINUE SOUTHERLY FOR 0.25 MILE TO THE
 NO0498'HIGHEST POINT OF RIDGE AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1734 ***********************************************************************
 NM1734  DESIGNATION -  BAIRD RESET
 NM1734  PID         -  NM1734
 NM1734  STATE/COUNTY-  NE/DAKOTA
 NM1734  COUNTRY     -  US
 NM1734  USGS QUAD   -  EMERSON SE (2017)
 NM1734
 NM1734                         *CURRENT SURVEY CONTROL
 NM1734  ______________________________________________________________________
 NM1734* NAD 83(1995) POSITION- 42 21 01.68995(N) 096 30 13.47663(W)   ADJUSTED
 NM1734* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 NM1734  ______________________________________________________________________
 NM1734  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 NM1734  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 NM1734  HORZ ORDER      -  THIRD
 NM1734
 NM1734.The horizontal coordinates were established by classical geodetic methods
 NM1734.and adjusted by the National Geodetic Survey in August 1997.
 NM1734
 NM1734.The orthometric height was scaled from a topographic map.
 NM1734
 NM1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1734.GEOID18 height accuracy estimate available here.
 NM1734
 NM1734.Click photographs - Photos may exist for this station.
 NM1734
 NM1734.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1734
 NM1734. The following values were computed from the NAD 83(1995) position.
 NM1734
 NM1734;                    North         East     Units Scale Factor Converg.
 NM1734;SPC NE       -   285,298.871   787,927.082   MT  0.99976729   +2 19 01.1
 NM1734;SPC NE       -   936,018.05  2,585,057.43   sFT  0.99976729   +2 19 01.1
 NM1734;UTM  14      - 4,691,707.861   705,601.871   MT  1.00012014   +1 40 56.0
 NM1734
 NM1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1734!SPC NE       -   0.99993847  x   0.99976729  =   0.99970578
 NM1734!UTM  14      -   0.99993847  x   1.00012014  =   1.00005861
 NM1734
 NM1734:                Primary Azimuth Mark                     Grid Az
 NM1734:SPC NE       -  SERG                                     060 07 32.8
 NM1734:UTM  14      -  SERG                                     060 45 37.9
 NM1734
 NM1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0560191707(NAD 83)
 NM1734
 NM1734|---------------------------------------------------------------------|
 NM1734| PID    Reference Object                     Distance      Geod. Az  |
 NM1734|                                                           dddmmss.s |
 NM1734| NM1668 SERG                                APPROX.14.2 KM 0622633.9 |
 NM1734| CO2165 BAIRD RM 1                            8.436 METERS 07346     |
 NM1734| NM1733 HOMER                               203.659 METERS 13600     |
 NM1734| CO2166 BAIRD RM 2                            6.362 METERS 18820     |
 NM1734|---------------------------------------------------------------------|
 NM1734
 NM1734                          SUPERSEDED SURVEY CONTROL
 NM1734
 NM1734  NAD 83(1986)-  42 21 01.69284(N)    096 30 13.47867(W) AD(       ) 3
 NM1734  NAD 27      -  42 21 01.71000(N)    096 30 12.34200(W) AD(       ) 3
 NM1734  MORC        -  42 20 59.31000(N)    096 30 14.14000(W) AD(       ) 3
 NM1734
 NM1734.Superseded values are not recommended for survey control.
 NM1734
 NM1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1734.See file dsdata.pdf to determine how the superseded data were derived.
 NM1734
 NM1734_MARKER: DS = TRIANGULATION STATION DISK
 NM1734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1734_STAMPING: BAIRD MRC 1948
 NM1734_MARK LOGO: CGS
 NM1734_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1734
 NM1734  HISTORY     - Date     Condition        Report By
 NM1734  HISTORY     - 1948     MONUMENTED       CGS
 NM1734
 NM1734                          STATION DESCRIPTION
 NM1734
 NM1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1734'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF HOMER, ON A
 NM1734'HIGH POINT OF THE BLUFFS OVERLOOKING THE MISSOURI RIVER
 NM1734'VALLEY.  IT IS ABOUT 0.1 MILE NORTHWEST OF TRIANGULATION
 NM1734'STATION HOMER, AND ABOUT 0.4 MILE NORTHWEST OF THE HOME OF
 NM1734'MR. S.L. STUBBLEFIELD, WHO LIVES AT THE FOOT OF THE BLUFFS.
 NM1734'IT IS 56 FEET SOUTHWEST OF A TRIANGLE-BLAZED 14 INCH OAK TREE,
 NM1734'AND 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE DISK IS
 NM1734'STAMPED BAIRD MRC 1948 AND PROJECTS 4 INCHES.  THIS STATION IS
 NM1734'THE SAME AS MRC STATION BAIRD 1890.  THE DISK IS SET IN
 NM1734'THE TOP OF A MRC STATION PIPE.
 NM1734'
 NM1734'REFERENCE MARK NO. 1 IS 27.67 FEET EAST OF THE STATION, AND
 NM1734'6 INCHES SOUTH OF THE FENCE LINE.  THE DISK IS STAMPED BAIRD
 NM1734'MRC NO 1 1948 AND PROJECTS 2 INCHES.
 NM1734'
 NM1734'REFERENCE MARK NO. 2 IS 20.87 FEET SOUTHWEST OF THE STATION.
 NM1734'THE DISK IS STAMPED BAIRD MRC NO 2 1948 AND PROJECTS 4 INCHES.
 NM1734'
 NM1734'TRIANGULATION STATION HOMER WAS USED AS THE AZIMUTH MARK.  IT
 NM1734'IS ABOUT 0.1 MILE SOUTHEAST OF THE STATION, ON THE FIRST BARE
 NM1734'KNOLL.
 NM1734'
 NM1734'TO REACH THE STATION FROM THE POST OFFICE IN HOMER, GO EAST ON
 NM1734'THE MAIN STREET FOR 1 BLOCK TO THE WEST END OF A CONCRETE
 NM1734'BRIDGE.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR 1.55 MILES
 NM1734'TO A FORK.  TAKE THE LEFT FORK, NORTH, FOR 0.6 MILE TO THE HOME OF
 NM1734'MR. S.L. STUBBLEFIED ON THE LEFT AND THE END OF TRUCK TRAVEL.
 NM1734'FROM HERE PACK NORTHWESTERLY ALONG AN OLD ROAD FOR ABOUT 0.3
 NM1734'MILE TO THE TOP OF THE RIDGE.  BEAR RIGHT ALONG THE TOP OF THE
 NM1734'RIDGE FOR ABOUT 40 YARDS TO TRIANGULATION STATION HOMER.
 NM1734'CONTINUE NORTHWESTERLY ALONG THE TOP OF THE RIDGE FOR
 NM1734'ABOUT 0.1 MILE TO THE TOP OF A SMALL KNOLL AND THE STATION
 NM1734'AS DESCRIBED.
 NM1734'
 NM1734'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0437 ***********************************************************************
 NO0437  DESIGNATION -  BAKER
 NO0437  PID         -  NO0437
 NO0437  STATE/COUNTY-  NE/CHERRY
 NO0437  COUNTRY     -  US
 NO0437  USGS QUAD   -  ELL LAKE (2017)
 NO0437
 NO0437                         *CURRENT SURVEY CONTROL
 NO0437  ______________________________________________________________________
 NO0437* NAD 83(1995) POSITION- 42 38 38.08227(N) 100 35 17.13734(W)   ADJUSTED
 NO0437* NAVD 88 ORTHO HEIGHT -   925.8   (meters)     3037.    (feet) VERTCON
 NO0437  ______________________________________________________________________
 NO0437  GEOID HEIGHT    -        -21.556 (meters)                     GEOID18
 NO0437  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 NO0437  HORZ ORDER      -  FIRST
 NO0437
 NO0437.The horizontal coordinates were established by classical geodetic methods
 NO0437.and adjusted by the National Geodetic Survey in August 1997.
 NO0437
 NO0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0437
 NO0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0437.GEOID18 height accuracy estimate available here.
 NO0437
 NO0437.Click photographs - Photos may exist for this station.
 NO0437
 NO0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0437
 NO0437. The following values were computed from the NAD 83(1995) position.
 NO0437
 NO0437;                    North         East     Units Scale Factor Converg.
 NO0437;SPC NE       -   312,230.635   451,777.590   MT  0.99985626   -0 23 23.0
 NO0437;SPC NE       - 1,024,376.67  1,482,206.98   sFT  0.99985626   -0 23 23.0
 NO0437;UTM  14      - 4,722,495.475   369,810.727   MT  0.99980853   -1 04 33.6
 NO0437
 NO0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0437!SPC NE       -   0.99985821  x   0.99985626  =   0.99971449
 NO0437!UTM  14      -   0.99985821  x   0.99980853  =   0.99966676
 NO0437
 NO0437:                Primary Azimuth Mark                     Grid Az
 NO0437:SPC NE       -  BAKER RM 3 AZIMUTH                       312 24 25.3
 NO0437:UTM  14      -  BAKER RM 3 AZIMUTH                       313 05 35.9
 NO0437
 NO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6981022495(NAD 83)
 NO0437
 NO0437|---------------------------------------------------------------------|
 NO0437| PID    Reference Object                     Distance      Geod. Az  |
 NO0437|                                                           dddmmss.s |
 NO0437| NO0432 VALENTINE MUNICIPAL TANK            APPROX.27.3 KM 0060539.5 |
 NO0437| CO2168 BAKER RM 1                           14.510 METERS 09508     |
 NO0437| CO2169 BAKER RM 2                           16.339 METERS 19347     |
 NO0437| CO2167 BAKER RM 3 AZIMUTH                                 3120102.3 |
 NO0437| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.48.7 KM 3462913.9 |
 NO0437|---------------------------------------------------------------------|
 NO0437
 NO0437                          SUPERSEDED SURVEY CONTROL
 NO0437
 NO0437  NAD 83(1986)-  42 38 38.08337(N)    100 35 17.14601(W) AD(       ) 1
 NO0437  NAD 27      -  42 38 38.06900(N)    100 35 15.67000(W) AD(       ) 1
 NO0437  NGVD 29 (07/19/86)  925.5    (m)         3036.     (f) VERT ANG       
 NO0437
 NO0437.Superseded values are not recommended for survey control.
 NO0437
 NO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0437.See file dsdata.pdf to determine how the superseded data were derived.
 NO0437
 NO0437_MARKER: DS = TRIANGULATION STATION DISK
 NO0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0437_STAMPING: BAKER 1933
 NO0437_MARK LOGO: CGS
 NO0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0437+STABILITY: SURFACE MOTION
 NO0437
 NO0437  HISTORY     - Date     Condition        Report By
 NO0437  HISTORY     - 1933     MONUMENTED       CGS
 NO0437  HISTORY     - 1949     GOOD             CGS
 NO0437
 NO0437                          STATION DESCRIPTION
 NO0437
 NO0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0437'ABOUT 16 MILES SOUTH OF VALENTINE IN SOUTHEAST QUARTER SEC.
 NO0437'22, T. 31 N., R. 28 W., ON SUMMIT OF LARGE SAND RIDGE IN
 NO0437'PASTURE.
 NO0437'
 NO0437'REACHED FROM VALENTINE BY FOLLOWING U.S. HIGHWAY 20 SOUTHEAST
 NO0437'5.3 MILES TO JUNCTION WITH U.S. HIGHWAY 183.  TURN RIGHT,
 NO0437'WEST, ON U.S. HIGHWAY 183 AND FOLLOW SOUTHWEST 14.0 MILES TO
 NO0437'POINT WHERE MAIN ROAD TURNS SOUTHWEST, JUST SOUTH OF RANCH IN
 NO0437'GROVE ON LEFT.  FOLLOW TRAIL LEADING SOUTH 0.1 MILE, KEEP
 NO0437'RIGHTHAND STRAIGHT-AHEAD FORK 1.7 MILES, TAKE LEFT FORK,
 NO0437'EAST, 1.0 MILE.  FROM HERE FOLLOW TRAILS AND PICK WAY UP LONG
 NO0437'RIDGE, 0.5 MILE, SOUTHEAST TO HIGHEST POINT AND STATION.
 NO0437'
 NO0437'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NO0437'TABLETS SET IN CONCRETE AND DESCRIBED.
 NO0437'
 NO0437'REFERENCE MARK NO. 1 IS EAST AND SOUTH OF STATION ON POINT
 NO0437'WHERE HILL DROPS OFF TO SOUTHEAST.
 NO0437'
 NO0437'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION ON NARROW RIDGE
 NO0437'WHICH RUNS EAST AND WEST.
 NO0437'
 NO0437'REFERENCE MARK NO. 3 (AZIMUTH) IS NORTHWEST OF STATION IN
 NO0437'VALLEY AT WEST BASE OF RIDGE THAT STATION IS ON, IN EAST-AND-WEST
 NO0437'FENCE AND 12 FEET WEST OF NORTH-AND-SOUTH FENCE.
 NO0437'
 NO0437'HEIGHT OF LIGHT ABOVE STATION MARK - 1.13 METERS.
 NO0437
 NO0437                          STATION RECOVERY (1949)
 NO0437
 NO0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0437'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NO0437'AND AZIMUTH MARK, RECOVERED AND FOUND
 NO0437'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0437'
 NO0437'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH OF VALENTINE,
 NO0437'2-3/4 MILES WEST OF U.S. HIGHWAY 83 AND 0.6 MILE SOUTH OF
 NO0437'A HARD SURFACED ROAD ALONG SECTION LINE TO THE NORTH, ON
 NO0437'THE HIGHEST POINT OF A LARGE SAND RIDGE IN A PASTURE.  IT IS
 NO0437'55 FEET NORTH OF THE SOUTH END OF THE RIDGE AND 1 FOOT NORTHWEST
 NO0437'OF WITNESS POST, STAMPED BAKER 1933 AND PROJECTS 8 INCHES.
 NO0437'
 NO0437'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET
 NO0437'ON THE EAST SLOPE OF THE RIDGE AND ABOUT 2-1/2 FEET LOWER IN
 NO0437'ELEVATION THAN STATION MARK.  IT IS STAMPED BAKER NO 1 1933
 NO0437'AND PROJECTS 5 INCHES.
 NO0437'
 NO0437'REFERENCE MARK NO 2 IS SOUTH OF THE STATION ABOUT 5 FEET
 NO0437'NORTH OF THE SOUTH EDGE OF THE RIDGE AND ON ABOUT THE SAME
 NO0437'ELEVATION AS THE STATION MARK.  IT IS STAMPED BAKER NO 2 1933
 NO0437'AND PROJECTS 4 INCHES.
 NO0437'
 NO0437'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0437'NO 2 IS 76.99 FEET.
 NO0437'
 NO0437'THE AZIMUTH MARK IS ABOUT 3/4 MILE NORTHWEST OF THE STATION,
 NO0437'0.2 MILE SOUTH OF THE HARD SURFACED ROAD, 18 FEET WEST OF
 NO0437'FENCE CORNER, 2 FEET SOUTH OF EAST-WEST FENCE LINE AND 1
 NO0437'FOOT EAST OF WITNESS POST.  IT IS STAMPED BAKER NO 3 1933
 NO0437'AND PROJECTS 4 INCHES.
 NO0437'
 NO0437'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NO0437'20 AND 83 ABOUT 5.5 MILES EAST OF VALENTINE, GO SOUTHWEST
 NO0437'AND SOUTH ON U.S. HIGHWAY 83 TOWARDS THEDFORD FOR 11.5 MILES
 NO0437'TO HARD SURFACED T-ROAD RIGHT AND SIGN BY THE WAY RANCH,
 NO0437'TURN RIGHT AND GO WEST ON HARD SURFACED ROAD FOR 2.4 MILES
 NO0437'TO GATE IN FENCE LINE ON THE SOUTH SIDE OF ROAD, (CONTINUE
 NO0437'WEST ON HARD SURFACED ROAD FOR 0.65 MILE, TURN LEFT AND GO
 NO0437'SOUTH ACROSS PASTURE ON WEST SIDE OF FENCE LINE FOR 0.2 MILE
 NO0437'TO THE AZIMUTH MARK AS DESCRIBED), TURN LEFT THROUGH GATE,
 NO0437'THENCE RIGHT ALONG THE SOUTH SIDE OF FENCE LINE AND GO WEST
 NO0437'FOR ABOUT 0.25 MILE, THENCE ANGLE LEFT AND FOLLOW RIDGE
 NO0437'SOUTH FOR 0.5 MILE TO TRIANGLE BLAZED FENCE POST IN
 NO0437'EAST-WEST FENCE LINE, LET FENCE LINE DOWN AND CONTINUE SOUTH
 NO0437'ALONG RIDGE FOR ABOUT 600 FEET TO THE STATION AS DESCRIBED.
 NO0437'
 NO0437'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0499 ***********************************************************************
 NO0499  DESIGNATION -  BALFE
 NO0499  PID         -  NO0499
 NO0499  STATE/COUNTY-  NE/CHERRY
 NO0499  COUNTRY     -  US
 NO0499  USGS QUAD   -  WILD MARE LAKE SE (2017)
 NO0499
 NO0499                         *CURRENT SURVEY CONTROL
 NO0499  ______________________________________________________________________
 NO0499* NAD 83(1995) POSITION- 42 30 17.52826(N) 101 34 12.06497(W)   ADJUSTED
 NO0499* NAVD 88 ORTHO HEIGHT -  1145.    (meters)     3757.    (feet) SCALED
 NO0499  ______________________________________________________________________
 NO0499  GEOID HEIGHT    -        -19.299 (meters)                     GEOID18
 NO0499  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 NO0499  HORZ ORDER      -  SECOND
 NO0499
 NO0499.The horizontal coordinates were established by classical geodetic methods
 NO0499.and adjusted by the National Geodetic Survey in August 1997.
 NO0499
 NO0499.The orthometric height was scaled from a topographic map.
 NO0499
 NO0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0499.GEOID18 height accuracy estimate available here.
 NO0499
 NO0499.Click photographs - Photos may exist for this station.
 NO0499
 NO0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0499
 NO0499. The following values were computed from the NAD 83(1995) position.
 NO0499
 NO0499;                    North         East     Units Scale Factor Converg.
 NO0499;SPC NE       -   297,795.131   370,987.588   MT  0.99981079   -1 02 25.6
 NO0499;SPC NE       -   977,016.19  1,217,148.44   sFT  0.99981079   -1 02 25.6
 NO0499;UTM  14      - 4,709,034.595   288,841.662   MT  1.00014862   -1 44 13.5
 NO0499
 NO0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0499!SPC NE       -   0.99982342  x   0.99981079  =   0.99963424
 NO0499!UTM  14      -   0.99982342  x   1.00014862  =   0.99997201
 NO0499
 NO0499:                Primary Azimuth Mark                     Grid Az
 NO0499:SPC NE       -  BALFE AZ MK                              255 30 06.9
 NO0499:UTM  14      -  BALFE AZ MK                              256 11 54.8
 NO0499
 NO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8884109034(NAD 83)
 NO0499
 NO0499|---------------------------------------------------------------------|
 NO0499| PID    Reference Object                     Distance      Geod. Az  |
 NO0499|                                                           dddmmss.s |
 NO0499| CP9560 BALFE RM 2                           68.027 METERS 01144     |
 NO0499| CP9558 BALFE AZ MK                                        2542741.3 |
 NO0499| CP9559 BALFE RM 1                           21.385 METERS 31648     |
 NO0499|---------------------------------------------------------------------|
 NO0499
 NO0499                          SUPERSEDED SURVEY CONTROL
 NO0499
 NO0499  NAD 83(1986)-  42 30 17.52431(N)    101 34 12.07001(W) AD(       ) 2
 NO0499  NAD 27      -  42 30 17.56000(N)    101 34 10.47100(W) AD(       ) 2
 NO0499
 NO0499.Superseded values are not recommended for survey control.
 NO0499
 NO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0499.See file dsdata.pdf to determine how the superseded data were derived.
 NO0499
 NO0499_MARKER: DS = TRIANGULATION STATION DISK
 NO0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0499_STAMPING: BALFE 1946
 NO0499_MARK LOGO: CGS
 NO0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0499+STABILITY: SURFACE MOTION
 NO0499
 NO0499  HISTORY     - Date     Condition        Report By
 NO0499  HISTORY     - 1946     MONUMENTED       CGS
 NO0499  HISTORY     - 1949     GOOD             CGS
 NO0499
 NO0499                          STATION DESCRIPTION
 NO0499
 NO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0499'THE STATION IS ON A SHARP SANDY RIDGE (NUMEROUS BLOWOUTS ON
 NO0499'WEST SIDE) WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT
 NO0499'IS IN SECTION 8, T 29 N, R 36 W, AND IS ABOUT 29.5 MILES SOUTH
 NO0499'OF MERRIMAN.  IT IS STAMPED BALFE 1946 AND PROJECTS 10 INCHES.
 NO0499'
 NO0499'REFERENCE MARK NO. 1 IS ON THE WEST-SOUTHWEST END OF THE SAME
 NO0499'RIDGE AS THE STATION AND IS APPROXIMATELY AT THE SAME ELEVATION.
 NO0499'IT IS STAMPED BALFE NO 1 1946 AND PROJECTS 8 INCHES.
 NO0499'
 NO0499'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SLOPE OF THE MAIN
 NO0499'RIDGE AND IS ABOUT 30 FEET BELOW STATION ELEVATION.  IT IS
 NO0499'STAMPED BALFE NO 2 1946 AND PROJECTS 6 INCHES.
 NO0499'
 NO0499'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST-SOUTHWEST OF THE
 NO0499'STATION ON LEVEL GROUND OF A CATTLE PASTURE.  IT IS 5.5 FEET
 NO0499'NORTH OF AN EAST-WEST FENCE, 22 FEET EAST OF A WIRE GATE, AND
 NO0499'2 FEET EAST OF A 4 X 4-INCH WITNESS POST.  IT IS STAMPED BALFE
 NO0499'1946 AND PROJECTS 9 INCHES.
 NO0499'
 NO0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0499'AND STATE HIGHWAY NO. 27, WHICH IS 0.4 MILE SOUTH OF THE POST
 NO0499'OFFICE IN GORDON, GO SOUTH ON STATE HIGHWAY NO. 27 FOR 9.5
 NO0499'MILES TO A ROAD LEFT.  TURN LEFT, EAST, (THERE ARE SEVERAL SIGNS
 NO0499'ON A POLE AND A MAILBOX BEARING THE NAME, WILMER RUSSELL AT
 NO0499'THIS POINT).  CONTINUE EAST ON TRACK ROAD FOR 3.9 MILES.  TAKE
 NO0499'RIGHT FORK, STRAIGHT AHEAD, ON MAIN ROAD FOR 1.4 MILES.  TAKE
 NO0499'LEFT FORK FOR 2.75 MILES TO A FORK AND A SIGN ON A TALL METAL
 NO0499'POLE ON THE RIGHT.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.1
 NO0499'MILE THEN STRAIGHT AHEAD ON RIGHT FORK FOR 3.85 MILES.  TAKE
 NO0499'LEFT FORK FOR 3.85 MILES.  TAKE LEFT FORK FOR 0.1 MILE TO
 NO0499'A CROSSROAD.  CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR
 NO0499'2.15 MILES TO A FORK AT A CATTLE GUARD.  CONTINUE STRAIGHT
 NO0499'AHEAD, EASTERLY, FOR 1.35 MILES TO ANOTHER FORK AT A CATTLE
 NO0499'GUARD, CONTINUE EASTERLY ON RIGHT FORK FOR 0.6 MILE, THEN
 NO0499'TAKE LEFT FORK FOR 1.7 MILES TO A CATTLE GUARD AND A SHED
 NO0499'TO THE LEFT.  CONTINUE EASTERLY FOR 1.7 MILES TO A FORK,
 NO0499'TAKE RIGHT FORK, STRAIGHT AHEAD, FOR 1.2 MILES TO A FORK
 NO0499'AT A CATTLE GUARD, THEN STRAIGHT AHEAD ON LEFT FORK FOR
 NO0499'1.25 MILES TO A WINDMILL.  CONTINUE EASTERLY ON MAIN TRAVELED
 NO0499'ROAD FOR 0.95 MILE TO A CATTLE GUARD AND A MAIL BOX WHICH
 NO0499'BEARS THE NAME, C.A. GEISLER.  FOLLOW THE MAIN TRAVELED ROAD
 NO0499'FOR 4.15 MILES TO A FORK, CONTINUE ON RIGHT FORK FOR 0.6 MILE
 NO0499'TO A FORK, TAKE LEFT FORK FOR 1.8 MILES TO A BRIDGE,
 NO0499'CONTINUE FOR 1.0 MILE TO A REVERSE Y ON THE RIGHT, CONTINUE 0.4 MILE
 NO0499'TO A RANCH ON THE LEFT.  CONTINUE EASTERLY ON THE MAIN
 NO0499'TRAVELED ROAD FOR 4.2 MILES TO SAULTS RANCH, PASS
 NO0499'THROUGH THE RANCH YARD, CROSSING TWO CATTLE GUARDS AND
 NO0499'THROUGH A BOARD GATE, FOR 0.1 MILE TO A DIM FORK LEFT, TAKE
 NO0499'TWO CATTLE GUARDS AND THROUGH A BOARD GATE, FOR 0.1 MILE TO
 NO0499'A DIM FORK LEFT, TAKE LEFT FORK AND DRIVE ACROSS MEADOW FOR
 NO0499'0.25 MILE TO A WIRE GATE IN AN EAST-WEST FENCE LINE, TURN LEFT
 NO0499'THROUGH GATE AND FOLLOW A VERY SANDY ROAD NORTHERLY, THROUGH
 NO0499'A PASS, FOR 0.55 MILE TO AN ABANDONDED RANCH.  PASS THROUGH
 NO0499'A WIRE GATE JUST LEFT OF A WINDMILL AND FOLLOW THE ROAD
 NO0499'NORTHERLY FOR ABOUT 0.15 MILE, HERE LEAVE THE ROAD TURNING
 NO0499'RIGHT, NORTHERLY, ALONG A FENCE LINE FOR 0.15 MILE TO A GATE IN A
 NO0499'NORTH-SOUTH FENCE, ABOUT 75 YARDS SOUTH OF A FENCE CORNER,
 NO0499'PASS THROUGH GATE AND FOLLOW A DIM ROAD EAST FOR 0.55 MILE
 NO0499'TO A GATE, PASS THROUGH GATE AND CONTINUE EAST ON A DIM ROAD
 NO0499'FOR 1.15 MILES, TAKE RIGHT FORK SOUTH AND EAST ACROSS FLATS
 NO0499'FOR 0.35 MILE TO A GATE.  *TURN LEFT THROUGH GATE AND PICK
 NO0499'WAY SOUTHEAST THEN NORTHEAST UP HILL FOR 1.0 MILE TO THE
 NO0499'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0499'
 NO0499'*THE AZIMUTH MARK IS AT THIS POINT AS DESCRIBED IN THE ABOVE
 NO0499'DESCRIPTION.
 NO0499
 NO0499                          STATION RECOVERY (1949)
 NO0499
 NO0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0499'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 NO0499'AZIMUTH MARK WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT
 NO0499'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE
 NO0499'MARK NO. 1 COULD NOT BE CHECKED.  THE DISTANCE TO REFERENCE
 NO0499'MARK NO. 2 COULD NOT BE CHECKED.
 NO0499'
 NO0499'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0499'
 NO0499'THE STATION IS LOCATED ABOUT 29.5 MILES SOUTH OF MERRIMAN
 NO0499'ON THE TOP OF A NARROW NORTHWEST-SOUTHEAST SAND RIDGE WHICH IS
 NO0499'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT PROJECTS 12
 NO0499'INCHES AND IS STAMPED BALFE 1946.
 NO0499'
 NO0499'REFERENCE MARK NO. 1 IS LOCATED NEAR THE NORTHWEST END OF THE
 NO0499'RIDGE ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT
 NO0499'PROJECTS 8 INCHES AND IS STAMPED BALFE NO 1 1946.
 NO0499'
 NO0499'REFERENCE MARK NO. 2 IS LOCATED NORTH OF THE STATION ON THE
 NO0499'TOP OF A SMALL SAND KNOLL AND IS ABOUT 30.0 FEET BELOW THE
 NO0499'ELEVATION OF THE STATION.  IT PROJECTS 7 INCHES AND IS STAMPED
 NO0499'BALFE NO 2 1946.
 NO0499'
 NO0499'THE AZIMUTH MARK IS LOCATED ON LEVEL GROUND TO THE WEST OF THE
 NO0499'STATION, ABOUT 0.2 OF A MILE WEST OF A SMALL LAKE, 21.0 FEET
 NO0499'EAST-NORTHEAST OF THE CENTER OF A WIRE GATE IN AN EAST-WEST
 NO0499'FENCE, AND 5.5 FEET NORTH OF A FENCE, AND 2.0 FEET EAST OF
 NO0499'A WITNESS POST.  IT PROJECTS 12 INCHES AND IS STAMPED BALFE
 NO0499'1946.
 NO0499'
 NO0499'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0499'WEST AND SOUTH ON A GRAVELED ROAD FOR 9.4 MILES TO A BRIDGE
 NO0499'OVER THE NIOBRARA RIVER, CONTINUE SOUTH ON THE MAIN ROAD LEFT
 NO0499'FOR 0.95 OF A MILE TO A FORK, TAKE RIGHT FORK FOR 0.75 OF
 NO0499'A MILE TO THE ENTRANCE TO THE NEBRASKA NATIONAL FOREST, CONTINUE
 NO0499'SOUTH AND WEST ON A GRAVELED ROAD FOR 8.9 MILES TO A CATTLE
 NO0499'GUARD AT THE NEBRASKA NATIONAL FOREST BOUNDRY, CONTINUE WEST,
 NO0499'SOUTH AND WEST ON A MAIN TRAVELED TRACK ROAD FOR 1.55 MILES TO
 NO0499'THE DIAMOND BAR RANCH ON THE RIGHT, CONTINUE WEST PASSING
 NO0499'BETWEEN A BARN AND HOUSE FOR 0.4 OF A MILE TO A FORK, TAKE THE
 NO0499'LEFT FORK AND FOLLOW THE MAIN TRACK ROAD SOUTHERLY FOR 0.9
 NO0499'OF A MILE TO A CATTLE GUARD, CONTINUE SOUTH AND WEST FOR
 NO0499'0.8 OF A MILE TO A CATTLE GUARD, CONTINUE WEST AND SOUTH
 NO0499'FOR 1.85 MILES TO A CATTLE GUARD, CONTINUE WEST AND SOUTH
 NO0499'ON MAIN TRACK ROAD FOR 3.0 MILES TO A CATTLE GUARD, CONTINUE
 NO0499'FOR 1.85 MILES TO A BRIDGE OVER THE SNAKE RIVER, CONTINUE
 NO0499'SOUTH FOR 0.1 MILE TO A RANCH ON THE LEFT, CONTINUE SOUTH
 NO0499'AND WEST FOR 0.7 OF A MILE TO A CATTLE GUARD, CONTINUE ON
 NO0499'MAIN TRACK ROAD FOR 0.4 OF A MILE TO A CATTLE GUARD, CROSS
 NO0499'CATTLE GUARD AND TAKE THE LEFT FORK AND GO SOUTHEAST AND
 NO0499'SOUTH FOR 2.15 MILES TO A CATTLE GUARD, CONTINUE ON MAIN ROAD
 NO0499'FOR 0.95 OF A MILE TO A CATTLE GUARD, CONTINUE SOUTH AND
 NO0499'SOUTHEAST FOR 1.45 MILES TO A CROSSROAD BETWEEN TWO RANCHES,
 NO0499'CONTINUE STRAIGHT AHEAD AND FOLLOW TRACK ROAD SOUTH AND WEST
 NO0499'FOR 0.15 OF A MILE TO A CATTLE GUARD ON THE LEFT JUST
 NO0499'SOUTHEAST OF A LARGE RED BARN AT THE GEORGE BRANDIES
 NO0499'RANCH, TURN LEFT ACROSS CATTLE GUARD AND FOLLOW A TRACK
 NO0499'ROAD SOUTHWEST AND WEST FOR 1.3 MILES TO A FORK, TAKE THE
 NO0499'LEFT FORK FOR 0.35 OF A MILE TO A CATTLE GUARD, CONTINUE
 NO0499'WESTERLY FOR 0.5 OF A MILE TO A WINDMILL ON THE LEFT AND A
 NO0499'FORK JUST AFTER PASSING THIS WINDMILL, TAKE THE RIGHT FORK
 NO0499'WEST AND SOUTH FOR 1.05 MILES TO A CATTLE GUARD AND LARGE
 NO0499'MAIL BOX JUST AFTER PASSING A REVERSE Y, CONTINUE SOUTH AND
 NO0499'WEST ON TRACK ROAD FOR 2.5 MILES TO A WINDMILL ON THE RIGHT
 NO0499'JUST BEFORE CROSSING A SMALL WOODEN BRIDGE, CONTINUE WESTERLY
 NO0499'ON MAIN TRACK ROAD FOR 0.75 OF A MILE TO A FORK, TAKE LEFT
 NO0499'FORK FOR 0.55 OF A MILE TO A CROSS TRAIL, PASS ACROSS THIS
 NO0499'TRAIL AND CONTINUE SOUTHWEST ON MAIN TRACK ROAD FOR 0.3 OF
 NO0499'A MILE TO A CATTLE GUARD ABOUT 100 YARDS SOUTH OF A
 NO0499'WINDMILL, CONTINUE WESTERLY FOR 1.05 MILES TO A CATTLE GUARD
 NO0499'JUST SOUTHWEST OF A SCHOOL HOUSE, CONTINUE WEST FOR
 NO0499'0.55 OF A MILE TO KIMES RANCH STRAIGHT AHEAD, HERE TURN
 NO0499'LEFT ON A DIRT ROAD AND GO SOUTH FOR 0.65 OF A MILE TO
 NO0499'A FORK JUST AFTER CROSSING A CATTLE GUARD, TAKE RIGHT
 NO0499'FORK AND GO WESTERLY FOR 2.75 MILES TO A FORK.  TAKE LEFT
 NO0499'FORK AND GO SOUTH AND WEST FOR 1.3 MILES TO A CATTLE
 NO0499'GUARD, CROSS CATTLE GUARD AND TURN LEFT ACROSS A SMALL
 NO0499'BRIDGE OVER A DRAINAGE DITCH AND FOLLOW MAIN TRACK ROAD
 NO0499'FOR 0.6 OF A MILE TO A FORK, TAKE RIGHT FORK WESTERLY
 NO0499'FOR 0.75 OF A MILE TO A CATTLE GUARD AT A FENCE
 NO0499'CORNER, CROSS CATTLE GUARD AND CONTINUE WESTERLY FOR
 NO0499'0.7 OF A MILE TO A CATTLE GUARD SOUTHWEST OF A WINDMILL,
 NO0499'CONTINUE WESTERLY ON THE MAIN TRACK ROAD FOR 1.55 MILES TO
 NO0499'A CATTLE GUARD, CONTINUE WEST AND SOUTH FOR 1.5 MILES TO A
 NO0499'WIRE GATE AND A CATTLE GUARD ON THE RIGHT, TURN RIGHT
 NO0499'ACROSS CATTLE GUARD AND GO SOUTHWEST ON TRACK ROAD FOR 0.25 OF
 NO0499'A MILE TO A T INTERSECTION AT THE BASE OF A LARGE HILL ABOUT
 NO0499'0.1 OF A MILE AFTER CROSSING A SMALL WOODEN BRIDGE, HERE TURN
 NO0499'SHARP RIGHT AND FOLLOW TRACK ROAD NORTH AND WEST AROUND THE
 NO0499'BASE OF THE HILL FOR 0.55 OF A MILE TO A WIRE GATE ON THE RIGHT,
 NO0499'CONTINUE WEST ON THE SOUTH SIDE OF THE FENCE (NO ROAD) FOR
 NO0499'0.45 OF A MILE TO A WIRE GATE IN A FENCE CORNER, PASS THROUGH
 NO0499'WIRE GATE AND CONTINUE WEST-SOUTHWEST ALONG THE SOUTH SIDE OF
 NO0499'THE FENCE FOR 0.35 OF A MILE TO A WIRE GATE ON THE RIGHT JUST
 NO0499'AFTER PASSING A T FENCE CORNER, TURN RIGHT THROUGH THIS GATE
 NO0499'THEN LEFT AND GO WESTERLY TOWARD THE SOUTHWEST POINT OF A
 NO0499'RIDGE FOR 0.3 OF A MILE TO A POINT ABOUT 0.1 OF A MILE
 NO0499'BEFORE REACHING A WINDMILL STRAIGHT AHEAD, HERE TURN RIGHT
 NO0499'AND PICK TRAIL NORTH AND NORTHEASTERLY ALONG THE RIDGE FOR
 NO0499'ABOUT 1.0 MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0499'DESCRIBED.
 NO0499'
 NO0499'TO REACH THE AZIMUTH MARK FROM THE STATION PICK TRAIL WEST
 NO0499'AND SOUTHWEST TOWARD A SMALL LAKE TO LEVEL PASTURE LAND FOR
 NO0499'ABOUT 1.2 MILES TO AN EAST-WEST FENCE AND THE AZIMUTH MARK AS
 NO0499'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0625 ***********************************************************************
 MN0625  DESIGNATION -  BALL
 MN0625  PID         -  MN0625
 MN0625  STATE/COUNTY-  NE/KIMBALL
 MN0625  COUNTRY     -  US
 MN0625  USGS QUAD   -  NORTH OF OLIVER RESERVOIR (2017)
 MN0625
 MN0625                         *CURRENT SURVEY CONTROL
 MN0625  ______________________________________________________________________
 MN0625* NAD 83(1995) POSITION- 41 16 34.66799(N) 103 46 26.82623(W)   ADJUSTED
 MN0625* NAVD 88 ORTHO HEIGHT -  1510.    (meters)     4954.    (feet) SCALED
 MN0625  ______________________________________________________________________
 MN0625  GEOID HEIGHT    -        -18.539 (meters)                     GEOID18
 MN0625  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 MN0625  HORZ ORDER      -  SECOND
 MN0625
 MN0625.The horizontal coordinates were established by classical geodetic methods
 MN0625.and adjusted by the National Geodetic Survey in August 1997.
 MN0625
 MN0625.The orthometric height was scaled from a topographic map.
 MN0625
 MN0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0625.GEOID18 height accuracy estimate available here.
 MN0625
 MN0625.Click photographs - Photos may exist for this station.
 MN0625
 MN0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0625
 MN0625. The following values were computed from the NAD 83(1995) position.
 MN0625
 MN0625;                    North         East     Units Scale Factor Converg.
 MN0625;SPC NE       -   167,103.844   183,999.370   MT  0.99966658   -2 30 03.9
 MN0625;SPC NE       -   548,239.86    603,671.27   sFT  0.99966658   -2 30 03.9
 MN0625;UTM  13      - 4,570,153.964   602,667.817   MT  0.99972972   +0 48 31.6
 MN0625
 MN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0625!SPC NE       -   0.99976616  x   0.99966658  =   0.99943281
 MN0625!UTM  13      -   0.99976616  x   0.99972972  =   0.99949594
 MN0625
 MN0625:                Primary Azimuth Mark                     Grid Az
 MN0625:SPC NE       -  BALL AZ MK                               224 02 04.3
 MN0625:UTM  13      -  BALL AZ MK                               220 43 28.8
 MN0625
 MN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0266770153(NAD 83)
 MN0625
 MN0625|---------------------------------------------------------------------|
 MN0625| PID    Reference Object                     Distance      Geod. Az  |
 MN0625|                                                           dddmmss.s |
 MN0625| CP7357 BALL RM 1                            19.712 METERS 02320     |
 MN0625| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX.11.4 KM 0530241.7 |
 MN0625| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX. 9.4 KM 0854446.2 |
 MN0625| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX.11.1 KM 1221657.7 |
 MN0625| CP7358 BALL RM 2                            18.348 METERS 13258     |
 MN0625| CP7356 BALL AZ MK                                         2213200.4 |
 MN0625|---------------------------------------------------------------------|
 MN0625
 MN0625                          SUPERSEDED SURVEY CONTROL
 MN0625
 MN0625  NAD 83(1993)-  41 16 34.66742(N)    103 46 26.82604(W) AD(       ) 2
 MN0625  NAD 83(1986)-  41 16 34.65973(N)    103 46 26.82545(W) AD(       ) 2
 MN0625  NAD 27      -  41 16 34.73160(N)    103 46 25.02640(W) AD(       ) 2
 MN0625
 MN0625.Superseded values are not recommended for survey control.
 MN0625
 MN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0625.See file dsdata.pdf to determine how the superseded data were derived.
 MN0625
 MN0625_MARKER: DS = TRIANGULATION STATION DISK
 MN0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0625
 MN0625  HISTORY     - Date     Condition        Report By
 MN0625  HISTORY     - 1963     MONUMENTED       CGS
 MN0625
 MN0625                          STATION DESCRIPTION
 MN0625
 MN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0625'THE STATION IS ON THE HIGHEST PART OF A LOW HILL WHICH IS
 MN0625'6-1/2 MILES NORTHWEST OF KIMBALL, 3-1/2 MILES NORTH OF U.S.
 MN0625'HIGHWAY 30, IN THE NORTHWEST QUARTER OF SECTION 17, T 15 N,
 MN0625'R 56 W, AND ON PROPERTY OWNED BY MR. WAYNE E. LUKASSEN.
 MN0625'
 MN0625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0625'AND STATE HIGHWAY 71 IN KIMBALL, GO WEST ON HIGHWAY 30 FOR
 MN0625'6.15 MILES TO A SIDE ROAD ON THE RIGHT AND A SMALL WHITE PUMP
 MN0625'HOUSE ON THE LEFT.  TURN RIGHT, CROSS THE RAILROAD TRACKS,
 MN0625'AND GO NORTH ON A GRAVEL ROAD FOR 3.0 MILES TO A FENCE CORNER
 MN0625'AND FARM ROAD ON THE RIGHT, 0.05 MILE NORTH OF A SIDE ROAD
 MN0625'AND CATTLE GUARD ON THE LEFT.  (THE AZIMUTH MARK IS 162 FEET
 MN0625'NORTH OF THE FENCE CORNER.) TURN RIGHT AND GO EAST ALONG
 MN0625'THE SOUTH SIDE OF THE FENCE ON THE FARM ROAD FOR 0.25 MILE
 MN0625'TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 MN0625'GATE, AND GO NORTH AND NORTHWEST ACROSS A PASTURE TO THE
 MN0625'HIGHEST PART OF THE HILL AND THE STATION.
 MN0625'
 MN0625'STATION MARKS ARE STANDARD DISKS STAMPED BALL 1963.  THE
 MN0625'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0625'SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 MN0625'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 MN0625'GROUND.
 MN0625'
 MN0625'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BALL NO 1 1963,
 MN0625'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0625'THE GROUND.  IT IS APPROXIMATELY 1-1/2 FEET HIGHER IN ELEVATION
 MN0625'THAN THE STATION.
 MN0625'
 MN0625'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BALL NO 2 1963,
 MN0625'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0625'THE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
 MN0625'
 MN0625'AZIMUTH MARK, A STANDARD DISK STAMPED BALL 1963, IS SET IN
 MN0625'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0625'IT IS 43 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 42 FEET
 MN0625'SOUTHWEST OF A POWER POLE, 2.5 FEET SOUTH OF A METAL WITNESS
 MN0625'POST AND 1 FOOT WEST OF THE FENCE.
 MN0625'
 MN0625'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0683 ***********************************************************************
 NN0683  DESIGNATION -  BALLAGH
 NN0683  PID         -  NN0683
 NN0683  STATE/COUNTY-  NE/GARFIELD
 NN0683  COUNTRY     -  US
 NN0683  USGS QUAD   -  CHAIN LAKE (2017)
 NN0683
 NN0683                         *CURRENT SURVEY CONTROL
 NN0683  ______________________________________________________________________
 NN0683* NAD 83(1995) POSITION- 42 03 08.58998(N) 098 58 35.26900(W)   ADJUSTED
 NN0683* NAVD 88 ORTHO HEIGHT -   709.    (meters)     2326.    (feet) SCALED
 NN0683  ______________________________________________________________________
 NN0683  GEOID HEIGHT    -        -23.517 (meters)                     GEOID18
 NN0683  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 NN0683  HORZ ORDER      -  SECOND
 NN0683
 NN0683.The horizontal coordinates were established by classical geodetic methods
 NN0683.and adjusted by the National Geodetic Survey in August 1997.
 NN0683
 NN0683.The orthometric height was scaled from a topographic map.
 NN0683
 NN0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0683.GEOID18 height accuracy estimate available here.
 NN0683
 NN0683.Click photographs - Photos may exist for this station.
 NN0683
 NN0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0683
 NN0683. The following values were computed from the NAD 83(1995) position.
 NN0683
 NN0683;                    North         East     Units Scale Factor Converg.
 NN0683;SPC NE       -   246,876.357   584,704.124   MT  0.99970403   +0 40 41.9
 NN0683;SPC NE       -   809,960.18  1,918,316.78   sFT  0.99970403   +0 40 41.9
 NN0683;UTM  14      - 4,655,592.889   501,947.628   MT  0.99960005   +0 00 56.8
 NN0683
 NN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0683!SPC NE       -   0.99989246  x   0.99970403  =   0.99959652
 NN0683!UTM  14      -   0.99989246  x   0.99960005  =   0.99949255
 NN0683
 NN0683:                Primary Azimuth Mark                     Grid Az
 NN0683:SPC NE       -  BALLAGH AZ MK                            188 04 40.8
 NN0683:UTM  14      -  BALLAGH AZ MK                            188 44 25.9
 NN0683
 NN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0194755592(NAD 83)
 NN0683
 NN0683|---------------------------------------------------------------------|
 NN0683| PID    Reference Object                     Distance      Geod. Az  |
 NN0683|                                                           dddmmss.s |
 NN0683| CO2171 BALLAGH RM 1                         10.385 METERS 02020     |
 NN0683| CO2172 BALLAGH RM 2                          5.737 METERS 12745     |
 NN0683| CO2170 BALLAGH AZ MK                                      1884522.7 |
 NN0683|---------------------------------------------------------------------|
 NN0683
 NN0683                          SUPERSEDED SURVEY CONTROL
 NN0683
 NN0683  NAD 83(1986)-  42 03 08.59406(N)    098 58 35.27987(W) AD(       ) 2
 NN0683  NAD 27      -  42 03 08.57900(N)    098 58 33.91700(W) AD(       ) 2
 NN0683
 NN0683.Superseded values are not recommended for survey control.
 NN0683
 NN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0683.See file dsdata.pdf to determine how the superseded data were derived.
 NN0683
 NN0683_MARKER: DS = TRIANGULATION STATION DISK
 NN0683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0683_STAMPING: BALLAGH 1949
 NN0683_MARK LOGO: CGS
 NN0683_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0683
 NN0683  HISTORY     - Date     Condition        Report By
 NN0683  HISTORY     - 1949     MONUMENTED       CGS
 NN0683
 NN0683                          STATION DESCRIPTION
 NN0683
 NN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0683'THE STATION IS LOCATED ABOUT 12-1/4 MILES SOUTH AND 3-1/2
 NN0683'MILES WEST OF AMELIA AND ABOUT 3/4 MILE NORTHEAST OF THE
 NN0683'OLD BALLAGH CHURCH ON THE HIGHEST POINT OF A SAND HILL AND
 NN0683'ON LAND LEASED BY MR. H.B. BALLAGH.  IT IS ON THE NORTHEAST SIDE
 NN0683'OF THE SAND HILL NEAR THE NORTH END AND ABOUT 0.05 MILE NORTHEAST
 NN0683'OF A SMALL GROVE OF TREES.  THE DISK IS SET IN CONCRETE IN
 NN0683'THE TOP OF A 4 INCH GALVANIZED IRON PIPE.  IT IS STAMPED
 NN0683'BALLAGH 1949 AND PROJECTS 1 FOOT.
 NN0683'
 NN0683'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION AND ABOUT
 NN0683'2 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 NN0683'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0683'IT IS STAMPED BALLAGH NO 1 1949 AND PROJECTS 1 FOOT.
 NN0683'
 NN0683'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ABOUT
 NN0683'1 FOOT LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 NN0683'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0683'IT IS STAMPED BALLAGH NO 2 1949 AND PROJECTS 1 FOOT.
 NN0683'
 NN0683'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION,
 NN0683'40 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 4 FEET WEST
 NN0683'OF WEST END OF GATE INTO PASTURE, 1 FOOT NORTH OF FENCE LINE
 NN0683'AND 1 FOOT EAST OF WITNESS POST.  IT IS STAMPED BALLAGH
 NN0683'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0683'
 NN0683'TO REACH THE STATION FROM THE T-INTERSECTION AT SKELLY SERVICE
 NN0683'STATION IN THE EAST EDGE OF BURWELL, GO NORTH ON STATE ROUTE
 NN0683'11 FOR 20.2 MILES TO SIDE ROAD RIGHT ABOUT 0.2 MILE WEST OF
 NN0683'A SMALL WHITE SCHOOL HOUSE ON NORTH SIDE OF EAST-WEST ROAD,
 NN0683'TURN RIGHT AND FOLLOW MAIN ROAD EAST FOR 4.4 MILES TO DRIVEWAY
 NN0683'RIGHT LEADING TO THE BALLAGH FARM HOUSE ON SOUTH SIDE OF
 NN0683'ROAD, CONTINUE EAST FOR 0.4 MILE TO GATE IN FENCE LINE ON
 NN0683'THE LEFT AND AZIMUTH MARK JUST WEST OF THE WEST END OF GATE
 NN0683'AS DESCRIBED, PASS THROUGH GATE AND PICK WAY NORTHERLY ACROSS
 NN0683'PASTURE FOR ABOUT 0.6 MILE TO THE HIGHEST POINT AND STATION
 NN0683'AS DESCRIBED.
 NN0683'
 NN0683'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0432 ***********************************************************************
 LJ0432  DESIGNATION -  BAMESBERGER
 LJ0432  PID         -  LJ0432
 LJ0432  STATE/COUNTY-  NE/RED WILLOW
 LJ0432  COUNTRY     -  US
 LJ0432  USGS QUAD   -  LEBANON (2017)
 LJ0432
 LJ0432                         *CURRENT SURVEY CONTROL
 LJ0432  ______________________________________________________________________
 LJ0432* NAD 83(1995) POSITION- 40 07 28.85860(N) 100 20 04.62608(W)   ADJUSTED
 LJ0432* NAVD 88 ORTHO HEIGHT -   811.55  (+/-2cm)     2662.6   (feet) VERTCON
 LJ0432  ______________________________________________________________________
 LJ0432  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 LJ0432  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LJ0432  HORZ ORDER      -  FIRST
 LJ0432  VERT ORDER      -  THIRD ? (See Below)
 LJ0432
 LJ0432.The horizontal coordinates were established by classical geodetic methods
 LJ0432.and adjusted by the National Geodetic Survey in August 1997.
 LJ0432
 LJ0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0432
 LJ0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0432.GEOID18 height accuracy estimate available here.
 LJ0432
 LJ0432.The vertical order pertains to the NGVD 29 superseded value.
 LJ0432
 LJ0432.Click photographs - Photos may exist for this station.
 LJ0432
 LJ0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0432
 LJ0432. The following values were computed from the NAD 83(1995) position.
 LJ0432
 LJ0432;                    North         East     Units Scale Factor Converg.
 LJ0432;SPC NE       -    32,405.314   471,479.299   MT  0.99994598   -0 13 18.3
 LJ0432;SPC NE       -   106,316.43  1,546,845.00   sFT  0.99994598   -0 13 18.3
 LJ0432;UTM  14      - 4,442,449.574   386,283.086   MT  0.99975919   -0 51 36.7
 LJ0432
 LJ0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0432!SPC NE       -   0.99987653  x   0.99994598  =   0.99982251
 LJ0432!UTM  14      -   0.99987653  x   0.99975919  =   0.99963575
 LJ0432
 LJ0432:                Primary Azimuth Mark                     Grid Az
 LJ0432:SPC NE       -  BAMESBERGER AZ MK 2                      265 29 14.0
 LJ0432:UTM  14      -  BAMESBERGER AZ MK 2                      266 07 32.4
 LJ0432
 LJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8628342449(NAD 83)
 LJ0432
 LJ0432|---------------------------------------------------------------------|
 LJ0432| PID    Reference Object                     Distance      Geod. Az  |
 LJ0432|                                                           dddmmss.s |
 LJ0432| CN7790 BAMESBERGER AZ MK                                  0000653.7 |
 LJ0432| LJ0440 BARTLEY MUNICIPAL TANK              APPROX.14.7 KM 0093630.9 |
 LJ0432| CN7793 BAMESBERGER RM 2                     45.610 METERS 18050     |
 LJ0432| CN7792 BAMESBERGER RM 1                    124.173 METERS 23145     |
 LJ0432| CN7791 BAMESBERGER AZ MK 2                                2651555.7 |
 LJ0432| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.14.6 KM 3311649.6 |
 LJ0432| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.16.6 KM 3340057.0 |
 LJ0432|---------------------------------------------------------------------|
 LJ0432
 LJ0432                          SUPERSEDED SURVEY CONTROL
 LJ0432
 LJ0432  NAD 83(1986)-  40 07 28.86385(N)    100 20 04.63059(W) AD(       ) 1
 LJ0432  NAD 27      -  40 07 28.84462(N)    100 20 03.11324(W) AD(       ) 1
 LJ0432  NGVD 29             811.24   (m)         2661.5    (f) LEVELING    3  
 LJ0432
 LJ0432.Superseded values are not recommended for survey control.
 LJ0432
 LJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0432.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0432
 LJ0432_MARKER: DS = TRIANGULATION STATION DISK
 LJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0432_STAMPING: BAMESBERGER 1935
 LJ0432_MARK LOGO: CGS
 LJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0432+STABILITY: SURFACE MOTION
 LJ0432
 LJ0432  HISTORY     - Date     Condition        Report By
 LJ0432  HISTORY     - 1935     MONUMENTED       CGS
 LJ0432  HISTORY     - 1951     GOOD             CGS
 LJ0432
 LJ0432                          STATION DESCRIPTION
 LJ0432
 LJ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0432'STATION IS 4 MILES EAST AND 5-1/2 MILES NORTH OF DANBURY,
 LJ0432'NEBRASKA, IN THE CENTER OF SEC. 23, T. 2 N., R. 27 W., ON
 LJ0432'THE HIGHDIVIDE BETWEEN THE REPUBLICAN RIVER AND BEAVER
 LJ0432'CREEK, 1/4 MILE SOUTH-SOUTHEAST OF THE FARM BUILDINGS OF
 LJ0432'CARL BAMESBERGER, 250 FEET NORTH OF A GRADED T-INTERSECTION
 LJ0432'OF ROADS, 4 FEET EAST OF A NORTH-SOUTH FENCE, 36 FEET WEST
 LJ0432'OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD AND PROJECTS
 LJ0432'10 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION,
 LJ0432'27 FEET NORTH OF THE CENTERLINE OF A GRADED EAST-WEST ROAD,
 LJ0432'2 FEET SOUTH OF AN EAST-WEST FENCE AND PROJECTS 4 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION,
 LJ0432'38 FEET WEST OF THE CENTERLINE OF A GRADED NORTH-SOUTH ROAD,
 LJ0432'3 FEET EAST OF A NORTH-SOUTH FENCE AND PROJECTS 2 INCHES.
 LJ0432'
 LJ0432'AZIMUTH MARK IS NORTH OF THE STATION, 20 FEET
 LJ0432'EAST OF THE CENTERLINE OF THE SAME GRADED NORTH-SOUTH ROAD
 LJ0432'THAT PASSES THE STATION, ON THE FIRST HILL NORTH OF THE STATION
 LJ0432'AND PROJECTS 8 INCHES.
 LJ0432'
 LJ0432'STATION IS REACHED FROM DANBURY, NEBRASKA, BY DRIVING EAST ON
 LJ0432'STATE HIGHWAY 89 FOR 3.9 MILES TO POINT WHERE HIGHWAY TURNS
 LJ0432'FROM NORTH TO EAST.  LEAVE THE HIGHWAY, CONTINUE NORTH ON
 LJ0432'A GRADED ROAD THAT CROSSES THE RAILROAD TRACKS AND BY STAYING
 LJ0432'ON THE MAIN-TRAVELED GRADED ROAD, GO NORTH 3.3 MILES, WEST FOR
 LJ0432'0.7 MILE, NORTH 0.8 MILE, WEST 0.3 MILE, NORTH 0.7 MILE
 LJ0432'TO A LARGE GRAY BARN WITH A CUPOLA.  CONTINUE NORTH 0.2 MILE,
 LJ0432'TURN EAST AND GO 1.5 MILES TO CROSSROADS, TURN NORTH AND GO
 LJ0432'250 FEET TO STATION.
 LJ0432'
 LJ0432'A 15-FOOT STAND CLEARS ALL LINES.
 LJ0432
 LJ0432                          STATION RECOVERY (1951)
 LJ0432
 LJ0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0432'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 LJ0432'NUMBER 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  THE
 LJ0432'AZIMUTH MARK WAS DESTROYED WHEN THE ROAD WAS WIDENED AND A
 LJ0432'NEW ONE WAS ESTABLISHED BY THIS PARTY.  A DIFFERENCE WAS
 LJ0432'FOUND IN THE DIRECTION OF THE REFERENCE MARKS.
 LJ0432'
 LJ0432'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0432'
 LJ0432'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DUNBURY
 LJ0432'AND 10 MILES SOUTHEAST OF INDIANOLA.  IT IS 30 FEET WEST OF
 LJ0432'THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 5 FEET EAST OF A
 LJ0432'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BAMESBERGER 1935 AND
 LJ0432'PROJECTS 4 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 1 IS 35 FEET WEST OF A POWER LINE POLE,
 LJ0432'28 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND
 LJ0432'2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0432'BAMESBERGER NO 1 1935 AND PROJECTS 4 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE AND
 LJ0432'32 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT
 LJ0432'IS STAMPED BAMESBERGER NO 2 1935 AND PROJECTS 2 INCHES.
 LJ0432'
 LJ0432'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0432'NO. 2 IS 333.8 FEET.
 LJ0432'
 LJ0432'THE AZIMUTH MARK IS LOCATED 30 FEET NORTH OF THE CENTER OF
 LJ0432'AN EAST-WEST DIRT ROAD, 2 FEET EAST OF THE EAST END OF A WIRE GATE,
 LJ0432'1 FOOT EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 LJ0432'FENCE LINE.  IT IS STAMPED BAMESBERGER 1935 RESET 1951 AND
 LJ0432'PROJECTS 3 INCHES.
 LJ0432'
 LJ0432'TO REACH THE STATION FROM THE POST OFFICE IN INDIANOLA, GO
 LJ0432'SOUTH FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  CROSS THE
 LJ0432'HIGHWAYS AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.0 MILE
 LJ0432'TO A FORK JUST SOUTH OF A BRIDGE, TAKE THE LEFT FORK AND GO
 LJ0432'EAST FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 LJ0432'SOUTHERLY ON A WINDING GRAVELED ROAD FOR 7.3 MILES TO A
 LJ0432'CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 LJ0432'3.6 MILES TO A T ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 LJ0432'DIRT ROAD FOR 0.5 MILE TO A T ROAD LEFT, CONTINUE NORTH FOR
 LJ0432'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LJ0432'
 LJ0432'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 LJ0432'0.05 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 LJ0432'DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LJ0432'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1174 ***********************************************************************
 LH1174  DESIGNATION -  BANGERT
 LH1174  PID         -  LH1174
 LH1174  STATE/COUNTY-  NE/WEBSTER
 LH1174  COUNTRY     -  US
 LH1174  USGS QUAD   -  GUIDE ROCK NE (2017)
 LH1174
 LH1174                         *CURRENT SURVEY CONTROL
 LH1174  ______________________________________________________________________
 LH1174* NAD 83(1995) POSITION- 40 13 11.38619(N) 098 16 36.43711(W)   ADJUSTED
 LH1174* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 LH1174  ______________________________________________________________________
 LH1174  GEOID HEIGHT    -        -26.101 (meters)                     GEOID18
 LH1174  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 LH1174  HORZ ORDER      -  FIRST
 LH1174
 LH1174.The horizontal coordinates were established by classical geodetic methods
 LH1174.and adjusted by the National Geodetic Survey in August 1997.
 LH1174
 LH1174.The orthometric height was scaled from a topographic map.
 LH1174
 LH1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1174.GEOID18 height accuracy estimate available here.
 LH1174
 LH1174.Click photographs - Photos may exist for this station.
 LH1174
 LH1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1174
 LH1174. The following values were computed from the NAD 83(1995) position.
 LH1174
 LH1174;                    North         East     Units Scale Factor Converg.
 LH1174;SPC NE       -    44,375.776   646,655.524   MT  0.99990786   +1 08 31.1
 LH1174;SPC NE       -   145,589.53  2,121,569.00   sFT  0.99990786   +1 08 31.1
 LH1174;UTM  14      - 4,452,407.387   561,535.009   MT  0.99964661   +0 28 01.2
 LH1174
 LH1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1174!SPC NE       -   0.99991198  x   0.99990786  =   0.99981985
 LH1174!UTM  14      -   0.99991198  x   0.99964661  =   0.99955862
 LH1174
 LH1174:                Primary Azimuth Mark                     Grid Az
 LH1174:SPC NE       -  BANGERT AZ MK                            017 05 46.7
 LH1174:UTM  14      -  BANGERT AZ MK                            017 46 16.6
 LH1174
 LH1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6153552407(NAD 83)
 LH1174
 LH1174|---------------------------------------------------------------------|
 LH1174| PID    Reference Object                     Distance      Geod. Az  |
 LH1174|                                                           dddmmss.s |
 LH1174| LH1185 LAWRENCE MUNICIPAL TANK             APPROX. 7.9 KM 0100639.6 |
 LH1174| LH1175 BANGERT AZ MK                       APPROX. 0.8 KM 0181417.8 |
 LH1174| CN7796 BANGERT RM 3                         11.994 METERS 07937     |
 LH1174| CN7794 BANGERT RM 1                         32.475 METERS 08226     |
 LH1174| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.19.4 KM 3102825.2 |
 LH1174| CN7795 BANGERT RM 2                         22.564 METERS 35918     |
 LH1174|---------------------------------------------------------------------|
 LH1174
 LH1174                          SUPERSEDED SURVEY CONTROL
 LH1174
 LH1174  NAD 83(1986)-  40 13 11.39248(N)    098 16 36.43621(W) AD(       ) 1
 LH1174  NAD 27      -  40 13 11.34800(N)    098 16 35.26500(W) AD(       ) 1
 LH1174
 LH1174.Superseded values are not recommended for survey control.
 LH1174
 LH1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1174.See file dsdata.pdf to determine how the superseded data were derived.
 LH1174
 LH1174_MARKER: DS = TRIANGULATION STATION DISK
 LH1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1174_STAMPING: BANGERT 1947
 LH1174_MARK LOGO: CGS
 LH1174_PROJECTION: RECESSED 30 CENTIMETERS
 LH1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1174+STABILITY: SURFACE MOTION
 LH1174
 LH1174  HISTORY     - Date     Condition        Report By
 LH1174  HISTORY     - 1947     MONUMENTED       CGS
 LH1174  HISTORY     - 1951     GOOD             CGS
 LH1174  HISTORY     - 1975     GOOD             NGS
 LH1174  HISTORY     - 1988     GOOD             USAF
 LH1174
 LH1174                          STATION DESCRIPTION
 LH1174
 LH1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1174'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF MT CLARE AND
 LH1174'5.0 MILES SOUTH OF LAWRENCE, ON LAND OWNED AND OCCUPIED BY MR.
 LH1174'HERBERT BANGERT WHO LIVES ABOUT 0.2 MILE SOUTH.  IT IS 43 FEET
 LH1174'SOUTH OF THE CENTER OF EAST-WEST ROAD, 27 FEET WEST OF THE CENTER
 LH1174'OF NORTH-SOUTH DRIVEWAY TO FARM HOUSE AND 13 FEET SOUTH OF
 LH1174'WITNESS POST.  IT IS STAMPED BANGERT 1947 AND SET 12 INCHES BELOW
 LH1174'THE GROUND SURFACE.
 LH1174'
 LH1174'REFERENCE MARK NO 1 IS EAST OF THE STATION, 35 FEET SOUTH OF THE
 LH1174'CENTER OF THE EAST-WEST ROAD AND 80 FEET EAST OF THE CENTER OF THE
 LH1174'DRIVEWAY.  IT IS STAMPED BANGERT NO 1 1947 AND PROJECTS 2 INCHES.
 LH1174'
 LH1174'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 35 FEET NORTH OF THE
 LH1174'CENTER OF EAST-WEST ROAD AND 7 FEET WEST OF TELEPHONE POLE.  IT IS
 LH1174'STAMPED BANGERT NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LH1174'
 LH1174'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 LH1174'40 FEET WEST OF NORTH-SOUTH ROAD, 48 FEET SOUTHWEST OF FENCE CORNER
 LH1174'AND 1 FOOT SOUTH OF POWER LINE POLE.  IT IS STAMPED BANGERT 1947
 LH1174'AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.2
 LH1174'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE
 LH1174'MARK ON THE WEST SIDE IN CULTIVATED FIELD AS DESCRIBED.
 LH1174'
 LH1174'TO REACH THE STATION FROM LAWRENCE, GO WEST ON STATE ROUTE NO 4 FOR
 LH1174'0.5 MILE TO COUNTY LINE, THENCE SOUTH FOR 5.0 MILES TO CROSSROADS,
 LH1174'THENCE WEST FOR 0.2 MILE TO STATION ON SOUTH SIDE AS DESCRIBED.
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION JACKSON IS V.G.
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION SKULLY IS V.G.
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION CLARA IS V.G
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION KLINKER IS VISIBLE AT 37 FEET
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 37 FEET
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION DARWIN IS VISIBLE AT 37 FEET
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION GUIDE IS V.G.
 LH1174'
 LH1174'AN 87 FOOT SIGNAL AT STATION BEEMAN IS V.G
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION COOPER 1889 IS V.G.
 LH1174'
 LH1174'A 47 FOOT SIGNAL AT STATION REIHER IS V.G.
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION COWLES IS V.G.
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION BLUE HILL 1889 IS V.G.
 LH1174'
 LH1174'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1174
 LH1174                          STATION RECOVERY (1951)
 LH1174
 LH1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1174'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND
 LH1174'THE AZIMUTH WERE RECOVERED AND ARE IN GOOD CONDITION.
 LH1174'
 LH1174'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1174'
 LH1174'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LAWRENCE AND 4 MILES
 LH1174'NORTHWEST OF MT CLARE.  IT IS 43 FEET SOUTH FROM THE CENTER OF AN
 LH1174'EAST-WEST ROAD, 27 FEET WEST FROM THE CENTER OF A DRIVEWAY AND 13
 LH1174'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED BANGERT 1947 AND IS
 LH1174'12 INCHES BELOW THE SURFACE OF THE GROUND.
 LH1174'
 LH1174'REFERENCE MARK NO. 1 IS SET UNDER A POWER LINE, 35 FEET SOUTH FROM
 LH1174'THE CENTER OF AN EAST-WEST ROAD AND 68 FEET EAST OF A POWER LINE
 LH1174'POLE.  IT IS STAMPED BANGERT NO 1 1947 AND PROJECTS 2 INCHES.
 LH1174'
 LH1174'REFERENCE MARK NO. 2 IS 35 FEET NORTH FROM THE CENTER OF AN
 LH1174'EAST-WEST ROAD AND 7 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 LH1174'BANGERT NO 2 1947 AND IS SET FLUSH.
 LH1174'
 LH1174'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1174'IS 121.1 FEET.
 LH1174'
 LH1174'THE AZIMUTH MARK IS 55 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 40
 LH1174'FEET WEST FROM THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF
 LH1174'A POWER LINE POLE.  IT IS STAMPED BANGERT 1947 AND IS SET FLUSH.
 LH1174'
 LH1174'TO REACH THE STATION FROM THE POST OFFICE IN LAWRENCE, GO NORTH FOR
 LH1174'0.05 MILE TO STATE HIGHWAY 4, TURN RIGHT AND GO EAST ON STATE
 LH1174'HIGHWAY 4 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 LH1174'A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LH1174'WEST ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE WEST
 LH1174'FOR 0.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1174'
 LH1174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A DIRT ROAD
 LH1174'FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A DIRT ROAD
 LH1174'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1174
 LH1174                          STATION RECOVERY (1975)
 LH1174
 LH1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1174'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LH1174'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 LH1174'LYING ON TOP OF THE GROUND AND THE PROPERTY OWNER STATED THE MARK
 LH1174'WAS DESTROYED WHEN THE ROAD WAS WIDENED.  THE DISTANCE AND
 LH1174'DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE PREVIOUS
 LH1174'DATA.  REFERENCE MARK 3 WAS SET THIS DATE.  FOLLOWING IS A NEW
 LH1174'COMPLETE DESCRIPTION--
 LH1174'
 LH1174'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF MT CLARE AND
 LH1174'5.0 MILES SOUTH OF LAWRENCE, IN THE NORTHEAST CORNER OF A FIELD
 LH1174'UNDER CULTIVATION OWNED BY MR. GERHARDT BANGERT WHO LIVES 0.1 MILE
 LH1174'SOUTH OF THE STATION.
 LH1174'
 LH1174'TO REACH THE STATION FROM THE POST OFFICE IN LAWRENCE, GO NORTH FOR
 LH1174'0.05 MILE TO STATE HIGHWAY 4.  TURN RIGHT AND GO EAST ON HIGHWAY 4
 LH1174'FOR 0.2 MILE TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 LH1174'ON THE PAVED ROAD FOR 2.7 MILES TO THE END OF PAVEMENT.  CONTINUE
 LH1174'SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT
 LH1174'AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 LH1174'CONTINUE WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY AND
 LH1174'STATION ON THE LEFT.
 LH1174'
 LH1174'THE SURFACE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 LH1174'CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 LH1174'45 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 40 FEET
 LH1174'WEST-SOUTHWEST OF THE METAL WITNESS POST SET AT REFERENCE MARK 3,
 LH1174'39.5 FEET WEST-SOUTHWEST OF A POWER POLE, 25 FEET WEST OF THE
 LH1174'CENTER OF THE DRIVEWAY AND 12.5 FEET WEST-SOUTHWEST OF A TELEPHONE
 LH1174'POLE.  UNDERGROUND STATION MARK NOT INSPECTED THIS DATE.
 LH1174'
 LH1174'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANGERT NO 2 1947, SET
 LH1174'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LH1174'THE GROUND SURFACE.  IT IS 37 FEET WEST OF A TELEPHONE POLE, 30
 LH1174'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH OF A
 LH1174'FENCELINE.
 LH1174'
 LH1174'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LH1174'BANGERT 1947 NO 3 1975 AND PROJECTS 2 INCHES ABOVE THE GROUND
 LH1174'SURFACE.  IT IS 37 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 LH1174'14 FEET EAST OF THE CENTER OF THE DRIVEWAY, 2 FEET SOUTH-SOUTHEAST
 LH1174'OF THE POWER POLE AND 0.5 FOOT WEST OF THE METAL WITNESS POST.
 LH1174'
 LH1174'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANGERT 1947, SET IN THE
 LH1174'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1174'GROUND SURFACE.  IT IS 46 FEET SOUTH OF A CORNER FENCE POST, 30
 LH1174'FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A POWER
 LH1174'POLE, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE AND 1.5 FEET
 LH1174'NORTH-NORTHWEST OF A METAL WITNESS POST.
 LH1174'
 LH1174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LH1174'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A DIRT
 LH1174'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LH1174'
 LH1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES SOUTH
 LH1174'OF LAWRENCE.
 LH1174
 LH1174                          STATION RECOVERY (1988)
 LH1174
 LH1174'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 LH1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1175 ***********************************************************************
 LH1175  DESIGNATION -  BANGERT AZ MK
 LH1175  PID         -  LH1175
 LH1175  STATE/COUNTY-  NE/WEBSTER
 LH1175  COUNTRY     -  US
 LH1175  USGS QUAD   -  GUIDE ROCK NE (2017)
 LH1175
 LH1175                         *CURRENT SURVEY CONTROL
 LH1175  ______________________________________________________________________
 LH1175* NAD 83(1995) POSITION- 40 13 37.47871(N) 098 16 25.21956(W)   ADJUSTED
 LH1175* NAVD 88 ORTHO HEIGHT -   577.    (meters)     1893.    (feet) SCALED
 LH1175  ______________________________________________________________________
 LH1175  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 LH1175  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 LH1175  HORZ ORDER      -  SECOND
 LH1175
 LH1175.The horizontal coordinates were established by classical geodetic methods
 LH1175.and adjusted by the National Geodetic Survey in August 1997.
 LH1175
 LH1175.The orthometric height was scaled from a topographic map.
 LH1175
 LH1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1175.GEOID18 height accuracy estimate available here.
 LH1175
 LH1175.Click photographs - Photos may exist for this station.
 LH1175
 LH1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1175
 LH1175. The following values were computed from the NAD 83(1995) position.
 LH1175
 LH1175;                    North         East     Units Scale Factor Converg.
 LH1175;SPC NE       -    45,185.632   646,904.610   MT  0.99990507   +1 08 38.5
 LH1175;SPC NE       -   148,246.53  2,122,386.21   sFT  0.99990507   +1 08 38.5
 LH1175;UTM  14      - 4,453,214.043   561,793.551   MT  0.99964700   +0 28 08.7
 LH1175
 LH1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1175!SPC NE       -   0.99991355  x   0.99990507  =   0.99981863
 LH1175!UTM  14      -   0.99991355  x   0.99964700  =   0.99956058
 LH1175
 LH1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6179353214(NAD 83)
 LH1175
 LH1175                          SUPERSEDED SURVEY CONTROL
 LH1175
 LH1175  NAD 83(1986)-  40 13 37.48499(N)    098 16 25.21864(W) AD(       ) 2
 LH1175  NAD 27      -  40 13 37.44079(N)    098 16 24.04753(W) AD(       ) 2
 LH1175
 LH1175.Superseded values are not recommended for survey control.
 LH1175
 LH1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1175.See file dsdata.pdf to determine how the superseded data were derived.
 LH1175
 LH1175_MARKER: DZ = AZIMUTH MARK DISK
 LH1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1175_STAMPING: BANGERT 1947
 LH1175_MARK LOGO: CGS
 LH1175_PROJECTION: FLUSH
 LH1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1175+STABILITY: SURFACE MOTION
 LH1175
 LH1175  HISTORY     - Date     Condition        Report By
 LH1175  HISTORY     - 1947     MONUMENTED       CGS
 LH1175
 LH1175                          STATION DESCRIPTION
 LH1175
 LH1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANGERT 1947, SET IN THE
 LH1175'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1175'GROUND SURFACE.  IT IS 46 FEET SOUTH OF A CORNER FENCE POST, 30
 LH1175'FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A POWER
 LH1175'POLE, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE AND 1.5 FEET
 LH1175'NORTH-NORTHWEST OF A METAL WITNESS POST.
 LH1175'
 LH1175'TO REACH THE AZIMUTH MARK FROM STATION, BANGERT GO EAST ON THE
 LH1175'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 LH1175'ON A DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO1017 ***********************************************************************
 MO1017  DESIGNATION -  BANNER
 MO1017  PID         -  MO1017
 MO1017  STATE/COUNTY-  NE/BANNER
 MO1017  COUNTRY     -  US
 MO1017  USGS QUAD   -  ALBIN (2018)
 MO1017
 MO1017                         *CURRENT SURVEY CONTROL
 MO1017  ______________________________________________________________________
 MO1017* NAD 83(1995) POSITION- 41 26 11.48370(N) 104 00 13.37845(W)   ADJUSTED
 MO1017* NAVD 88 ORTHO HEIGHT -  1616.    (meters)     5302.    (feet) SCALED
 MO1017  ______________________________________________________________________
 MO1017  GEOID HEIGHT    -        -18.273 (meters)                     GEOID18
 MO1017  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 MO1017  HORZ ORDER      -  SECOND
 MO1017
 MO1017.The horizontal coordinates were established by classical geodetic methods
 MO1017.and adjusted by the National Geodetic Survey in August 1997.
 MO1017
 MO1017.The orthometric height was scaled from a topographic map.
 MO1017
 MO1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO1017.GEOID18 height accuracy estimate available here.
 MO1017
 MO1017.Click photographs - Photos may exist for this station.
 MO1017
 MO1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO1017
 MO1017. The following values were computed from the NAD 83(1995) position.
 MO1017
 MO1017;                    North         East     Units Scale Factor Converg.
 MO1017;SPC NE       -   185,738.332   165,612.348   MT  0.99965932   -2 39 11.7
 MO1017;SPC NE       -   609,376.51    543,346.51   sFT  0.99965932   -2 39 11.7
 MO1017;SPC WY E     -   104,650.308   297,191.430   MT  1.00005371   +0 46 10.9
 MO1017;SPC WY E     -   343,340.22    975,035.55   sFT  1.00005371   +0 46 10.9
 MO1017;UTM  13      - 4,587,696.060   583,234.277   MT  0.99968526   +0 39 33.7
 MO1017
 MO1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1017!SPC NE       -   0.99974948  x   0.99965932  =   0.99940889
 MO1017!SPC WY E     -   0.99974948  x   1.00005371  =   0.99980318
 MO1017!UTM  13      -   0.99974948  x   0.99968526  =   0.99943482
 MO1017
 MO1017:                Primary Azimuth Mark                     Grid Az
 MO1017:SPC NE       -  BANNER AZ MK                             183 13 42.6
 MO1017:SPC WY E     -  BANNER AZ MK                             179 48 20.0
 MO1017:UTM  13      -  BANNER AZ MK                             179 54 57.2
 MO1017
 MO1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8323487696(NAD 83)
 MO1017
 MO1017|---------------------------------------------------------------------|
 MO1017| PID    Reference Object                     Distance      Geod. Az  |
 MO1017|                                                           dddmmss.s |
 MO1017| CP9562 BANNER AZ MK                                       1803430.9 |
 MO1017| CP9563 BANNER RM 1                          27.726 METERS 22523     |
 MO1017| CP9564 BANNER RM 2                          26.548 METERS 31015     |
 MO1017| MO1020 TREMAIN W UNION MICROWAVE           APPROX. 9.2 KM 3115703.7 |
 MO1017|---------------------------------------------------------------------|
 MO1017
 MO1017                          SUPERSEDED SURVEY CONTROL
 MO1017
 MO1017  NAD 83(1993)-  41 26 11.48361(N)    104 00 13.37849(W) AD(       ) 2
 MO1017  NAD 83(1986)-  41 26 11.47236(N)    104 00 13.37940(W) AD(       ) 2
 MO1017  NAD 27      -  41 26 11.55280(N)    104 00 11.55560(W) AD(       ) 2
 MO1017
 MO1017.Superseded values are not recommended for survey control.
 MO1017
 MO1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1017.See file dsdata.pdf to determine how the superseded data were derived.
 MO1017
 MO1017_MARKER: DS = TRIANGULATION STATION DISK
 MO1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1017_STAMPING: BANNER 1963
 MO1017_MARK LOGO: CGS
 MO1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1017+STABILITY: SURFACE MOTION
 MO1017
 MO1017  HISTORY     - Date     Condition        Report By
 MO1017  HISTORY     - 1963     MONUMENTED       CGS
 MO1017
 MO1017                          STATION DESCRIPTION
 MO1017
 MO1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1017'THE STATION IS 5 MILES EAST AND 1 MILE NORTH OF ALBIN, WYOMING,
 MO1017'ON THE SUMMIT OF A RIDGE, ON THE EAST SIDE OF A GRAVEL ROAD,
 MO1017'IN THE NORTHWEST CORNER OF SECTION 22, T 17 N, R 58 W.
 MO1017'
 MO1017'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, WYOMING,
 MO1017'GO EAST ON A BLACKTOP ROAD FOR 2.45 MILES TO A T-INTERSECTION
 MO1017'AT THE WYOMING - NEBRASKA STATE LINE.  TURN LEFT AND GO NORTH
 MO1017'ON THE BLACKTOP ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE
 MO1017'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 2.5 MILES
 MO1017'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 MO1017'GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 MO1017'AT THE CREST OF A HILL.  CONTINUE NORTH ON THE GRAVEL ROAD
 MO1017'FOR 0.55 MILE TO THE SUMMIT OF A RIDGE AND THE STATION ON
 MO1017'THE RIGHT.
 MO1017'
 MO1017'STATION MARKS ARE STANDARD DISKS STAMPED BANNER 1963.  THE
 MO1017'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1017'5 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 MO1017'AND 19.5 FEET SOUTH OF A 5 BY 6 INCH WOODEN POST WITH A
 MO1017'TRIANGLE BLAZE ON THE WEST SIDE.  THE UNDERGROUND DISK IS
 MO1017'SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 MO1017'SURFACE OF THE GROUND.
 MO1017'
 MO1017'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BANNER NO 1
 MO1017'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 MO1017'INCHES.  IT IS 35 FEET SOUTH OF A TELEPHONE POLE, 30 FEET
 MO1017'WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A
 MO1017'FENCE.
 MO1017'
 MO1017'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BANNER NO 2
 MO1017'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MO1017'IT IS 85 FEET NORTH OF A TELEPHONE POLE, 31.5 FEET WEST OF
 MO1017'THE CENTER OF THE GRAVEL ROAD, 19.5 FEET SOUTH OF A TELEPHONE
 MO1017'POLE AND 1 FOOT EAST OF THE FENCE.
 MO1017'
 MO1017'STATE HIGHWAY DEPT. R.O.W. MARKER, A BRASS DISK STAMPED
 MO1017'22 17 58, IS SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 MO1017'WHICH PROJECTS 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT
 MO1017'IS 33.5 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 14.5
 MO1017'FEET NORTH OF A 5 BY 6 INCH WOODEN POST WITH A TRIANGLE BLAZE
 MO1017'ON THE WEST SIDE.
 MO1017'
 MO1017'AZIMUTH MARK, A STANDARD DISK STAMPED BANNER 1963, IS SET
 MO1017'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 MO1017'29 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET
 MO1017'NORTHEAST OF A METAL WITNESS POST AND 2 FEET EAST OF A TELEPHONE
 MO1017'POLE.
 MO1017'
 MO1017'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1847 ***********************************************************************
 MK1847  DESIGNATION -  BAPTIST CHURCH SPIRE
 MK1847  PID         -  MK1847
 MK1847  STATE/COUNTY-  NE/PLATTE
 MK1847  COUNTRY     -  US
 MK1847  USGS QUAD   -  PLATTE CENTER (2017)
 MK1847
 MK1847                         *CURRENT SURVEY CONTROL
 MK1847  ______________________________________________________________________
 MK1847* NAD 83(1995) POSITION- 41 36 00.81565(N) 097 25 19.71138(W)   ADJUSTED
 MK1847  ______________________________________________________________________
 MK1847  GEOID HEIGHT    -        -25.052 (meters)                     GEOID18
 MK1847  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 MK1847  HORZ ORDER      -  THIRD
 MK1847
 MK1847.The horizontal coordinates were established by classical geodetic methods
 MK1847.and adjusted by the National Geodetic Survey in August 1997.
 MK1847
 MK1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1847.GEOID18 height accuracy estimate available here.
 MK1847
 MK1847.Click photographs - Photos may exist for this station.
 MK1847
 MK1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1847
 MK1847. The following values were computed from the NAD 83(1995) position.
 MK1847
 MK1847;                    North         East     Units Scale Factor Converg.
 MK1847;SPC NE       -   199,372.431   714,804.160   MT  0.99965995   +1 42 30.0
 MK1847;SPC NE       -   654,107.72  2,345,153.31   sFT  0.99965995   +1 42 30.0
 MK1847;UTM  14      - 4,606,593.632   631,491.150   MT  0.99981277   +1 02 51.8
 MK1847
 MK1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3149106593(NAD 83)
 MK1847
 MK1847                          SUPERSEDED SURVEY CONTROL
 MK1847
 MK1847  NAD 83(1986)-  41 36 00.82460(N)    097 25 19.71644(W) AD(       ) 3
 MK1847  NAD 27      -  41 36 00.79000(N)    097 25 18.57000(W) AD(       ) 3
 MK1847
 MK1847.Superseded values are not recommended for survey control.
 MK1847
 MK1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1847.See file dsdata.pdf to determine how the superseded data were derived.
 MK1847
 MK1847_MARKER: 90 = CHURCH SPIRE
 MK1847
 MK1847  HISTORY     - Date     Condition        Report By
 MK1847  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1847
 MK1847                          STATION DESCRIPTION
 MK1847
 MK1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1847'OBJECT OBSERVED UPON WAS TIP OF SPIRE ON A BAPTIST CHURCH
 MK1847'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF STATION JANSSEN.
 MK1847'INTERSECTION STATION WAS IN MIDDLE OF SCHEME AND NOT VISITED, SO
 MK1847'FURTHER DETAILS WERE NOT OBTAINED.
 MK1847'
 MK1847'OBSERVED UPON FROM STATIONS JANSSEN AND MONROE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1418 ***********************************************************************
 LF1418  DESIGNATION -  BAR
 LF1418  PID         -  LF1418
 LF1418  STATE/COUNTY-  NE/OTOE
 LF1418  COUNTRY     -  US
 LF1418  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1418
 LF1418                         *CURRENT SURVEY CONTROL
 LF1418  ______________________________________________________________________
 LF1418* NAD 83(1995) POSITION- 40 41 49.75838(N) 095 58 18.64543(W)   ADJUSTED
 LF1418* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 LF1418  ______________________________________________________________________
 LF1418  GEOID HEIGHT    -        -28.574 (meters)                     GEOID18
 LF1418  LAPLACE CORR    -        -10.33  (seconds)                    DEFLEC18
 LF1418  HORZ ORDER      -  SECOND
 LF1418
 LF1418.The horizontal coordinates were established by classical geodetic methods
 LF1418.and adjusted by the National Geodetic Survey in August 1997.
 LF1418
 LF1418.The orthometric height was scaled from a topographic map.
 LF1418
 LF1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1418.GEOID18 height accuracy estimate available here.
 LF1418
 LF1418.Click photographs - Photos may exist for this station.
 LF1418
 LF1418.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1418
 LF1418. The following values were computed from the NAD 83(1995) position.
 LF1418
 LF1418;                    North         East     Units Scale Factor Converg.
 LF1418;SPC NE       -   103,836.606   840,250.244   MT  0.99975739   +2 40 10.0
 LF1418;SPC NE       -   340,670.60  2,756,721.01   sFT  0.99975739   +2 40 10.0
 LF1418;UTM  15      - 4,509,387.536   248,905.659   MT  1.00037611   -1 56 19.8
 LF1418;UTM  14      - 4,509,550.139   755,852.533   MT  1.00040581   +1 58 32.2
 LF1418
 LF1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1418!SPC NE       -   0.99994548  x   0.99975739  =   0.99970289
 LF1418!UTM  15      -   0.99994548  x   1.00037611  =   1.00032157
 LF1418!UTM  14      -   0.99994548  x   1.00040581  =   1.00035127
 LF1418
 LF1418:                Primary Azimuth Mark                     Grid Az
 LF1418:SPC NE       -  BAR AZ MK                                193 26 05.6
 LF1418:UTM  15      -  BAR AZ MK                                198 02 35.4
 LF1418:UTM  14      -  BAR AZ MK                                194 07 43.4
 LF1418
 LF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4890509387(NAD 83)
 LF1418
 LF1418|---------------------------------------------------------------------|
 LF1418| PID    Reference Object                     Distance      Geod. Az  |
 LF1418|                                                           dddmmss.s |
 LF1418| CL6825 BAR RM 1                             30.230 METERS 13004     |
 LF1418| CL6824 BAR AZ MK                                          1960615.6 |
 LF1418| CL6826 BAR RM 2                             26.765 METERS 22332     |
 LF1418|---------------------------------------------------------------------|
 LF1418
 LF1418                          SUPERSEDED SURVEY CONTROL
 LF1418
 LF1418  NAD 83(1986)-  40 41 49.76574(N)    095 58 18.64238(W) AD(       ) 2
 LF1418  NAD 27      -  40 41 49.75171(N)    095 58 17.62023(W) AD(       ) 2
 LF1418
 LF1418.Superseded values are not recommended for survey control.
 LF1418
 LF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1418.See file dsdata.pdf to determine how the superseded data were derived.
 LF1418
 LF1418_MARKER: DS = TRIANGULATION STATION DISK
 LF1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1418_STAMPING: BAR 1961
 LF1418_MARK LOGO: CGS
 LF1418_PROJECTION: FLUSH
 LF1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1418+STABILITY: SURFACE MOTION
 LF1418
 LF1418  HISTORY     - Date     Condition        Report By
 LF1418  HISTORY     - 1961     MONUMENTED       CGS
 LF1418  HISTORY     - 20200922 GOOD             NEGS
 LF1418
 LF1418                          STATION DESCRIPTION
 LF1418
 LF1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LF1418'THE STATION IS 6 MILES NORTHWEST OF NEBRASKA CITY, 3 MILES
 LF1418'NORTHEAST OF DUNBAR AND UPON THE NORTH RIGHT-OF-WAY OF AN
 LF1418'EAST-WEST ROAD.
 LF1418'
 LF1418'TO REACH THE STATION FROM THE POST OFFICE IN DUNBAR, DRIVE EAST
 LF1418'ON STATE HIGHWAY 2 FOR 2.0 MILES TO A CROSS ROAD.  TURN LEFT
 LF1418'AND CONTINUE NORTH FOR 2.0 MILES TO A T-ROAD INTERSECTION.
 LF1418'TURN RIGHT AND DRIVE EAST FOR 1.05 MILES TO THE STATION ON THE
 LF1418'LEFT.
 LF1418'
 LF1418'SURFACE-STATION MARK, A STANDARD DISK STAMPED BAR 1961, IS SET
 LF1418'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LF1418'WITH THE SURFACE OF THE GROUND.  IT IS 70.4 FEET SOUTH OF THE
 LF1418'SOUTHWEST CORNER OF FARM HOUSE, 47.0 FEET WEST OF A POWERLINE
 LF1418'POLE WITH A TRANSFORMER AND 35.0 FEET NORTH OF THE CENTER OF THE
 LF1418'ROAD.
 LF1418'
 LF1418'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED BAR 1961, IS SET
 LF1418'IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE SURFACE OF
 LF1418'THE GROUND.
 LF1418'
 LF1418'REFERENCE MARK 1, A STANDARD DISK STAMPED BAR NO 1 1961, IS SET
 LF1418'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 LF1418'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27.0 FEET SOUTH
 LF1418'OF THE CENTER OF THE ROAD, 12.0 FEET EAST OF THE CENTER OF AN
 LF1418'ENTRANCE DRIVE INTO A FIELD, 1.0 FOOT NORTH OF THE SOUTH
 LF1418'RIGHT-OF-WAY FENCE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST
 LF1418'WITH SIGN.
 LF1418'
 LF1418'REFERENCE MARK 2, A STANDARD DISK STAMPED BAR NO 2 1961, IS SET
 LF1418'IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP,
 LF1418'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 30.0
 LF1418'FEET SOUTH OF THE CENTER OF THE ROAD AND 1.0 FOOT NORTH OF THE
 LF1418'SOUTH RIGHT-OF-WAY FENCE.
 LF1418'
 LF1418'THE PICTURE POINT IS THE SOUTHWEST CORNER OF THE FARM HOUSE.
 LF1418'
 LF1418'THE AZIMUTH MARK, A STANDARD DISK STAMPED BAR 1961, IS SET IN THE
 LF1418'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LF1418'ABOVE THE SURFACE OF THE GROUND.  IT IS 81.0 FEET NORTH OF AN
 LF1418'ENTRANCE DRIVE INTO A FIELD, 28.0 FEET EAST OF THE CENTER OF
 LF1418'THE ROAD, 1.5 FEET NORTH OF A TELEPHONE POLE AND 1.0 FOOT EAST
 LF1418'OF A METAL WITNESS POST WITH SIGN.
 LF1418
 LF1418                          STATION RECOVERY (2020)
 LF1418
 LF1418'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1418'THE MARK IS 3.3 FT (1.0 M) SOUTH OF A FIBERGLASS WITNESS POST AND IS
 LF1418'36 FT (11.0 M) NORTH OF THE CENTERLINE OF COUNTY ROAD G.  THERE ARE
 LF1418'TREES LOCATED IN THE AREA NORTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1062 ***********************************************************************
 LG1062  DESIGNATION -  BAR RESET
 LG1062  PID         -  LG1062
 LG1062  STATE/COUNTY-  NE/GAGE
 LG1062  COUNTRY     -  US
 LG1062  USGS QUAD   -  WYMORE (2017)
 LG1062
 LG1062                         *CURRENT SURVEY CONTROL
 LG1062  ______________________________________________________________________
 LG1062* NAD 83(1995) POSITION- 40 00 05.64858(N) 096 44 05.16234(W)   ADJUSTED
 LG1062* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 LG1062  ______________________________________________________________________
 LG1062  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 LG1062  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 LG1062  HORZ ORDER      -  SECOND
 LG1062
 LG1062.The horizontal coordinates were established by classical geodetic methods
 LG1062.and adjusted by the National Geodetic Survey in August 1997.
 LG1062
 LG1062.The orthometric height was scaled from a topographic map.
 LG1062
 LG1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1062.GEOID18 height accuracy estimate available here.
 LG1062
 LG1062.Click photographs - Photos may exist for this station.
 LG1062
 LG1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1062
 LG1062. The following values were computed from the NAD 83(1995) position.
 LG1062
 LG1062;                    North         East     Units Scale Factor Converg.
 LG1062;SPC NE       -    23,944.925   778,757.956   MT  0.99999929   +2 09 49.9
 LG1062;SPC NE       -    78,559.31  2,554,975.06   sFT  0.99999929   +2 09 49.9
 LG1062;UTM  14      - 4,430,389.139   693,364.006   MT  1.00006031   +1 27 23.6
 LG1062
 LG1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1062!SPC NE       -   0.99993918  x   0.99999929  =   0.99993847
 LG1062!UTM  14      -   0.99993918  x   1.00006031  =   0.99999949
 LG1062
 LG1062:                Primary Azimuth Mark                     Grid Az
 LG1062:SPC NE       -  BAR AZ MK RESET                          088 12 30.1
 LG1062:UTM  14      -  BAR AZ MK RESET                          088 54 56.4
 LG1062
 LG1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9336430389(NAD 83)
 LG1062
 LG1062|---------------------------------------------------------------------|
 LG1062| PID    Reference Object                     Distance      Geod. Az  |
 LG1062|                                                           dddmmss.s |
 LG1062| CL6820 BAR RM 1                             38.079 METERS 04311     |
 LG1062| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 6.6 KM 0900108.8 |
 LG1062| CL6818 BAR AZ MK                                          0902224.5 |
 LG1062| CL6819 BAR AZ MK RESET                                    0902220.0 |
 LG1062| CL6822 BAR RM 3                             18.990 METERS 10954     |
 LG1062| CL6823 BAR RM 4                             24.117 METERS 17849     |
 LG1062| KF1176 BREMEN ST IMMANUELS LUTH CH         APPROX. 8.1 KM 2005820.3 |
 LG1062| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX. 2.1 KM 2180647.5 |
 LG1062| KF1174 TRINITY LUTHERAN CHURCH SPIRE       APPROX. 9.9 KM 2405322.5 |
 LG1062| CL6821 BAR RM 2                             19.633 METERS 32012     |
 LG1062|---------------------------------------------------------------------|
 LG1062
 LG1062                          SUPERSEDED SURVEY CONTROL
 LG1062
 LG1062  NAD 83(1986)-  40 00 05.65431(N)    096 44 05.15874(W) AD(       ) 2
 LG1062  NAD 27      -  40 00 05.64200(N)    096 44 04.07200(W) AD(       ) 2
 LG1062
 LG1062.Superseded values are not recommended for survey control.
 LG1062
 LG1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1062.See file dsdata.pdf to determine how the superseded data were derived.
 LG1062
 LG1062_MARKER: DS = TRIANGULATION STATION DISK
 LG1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1062_STAMPING: BAR 1947 1965
 LG1062_MARK LOGO: CGS
 LG1062_PROJECTION: RECESSED 30 CENTIMETERS
 LG1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1062+STABILITY: SURFACE MOTION
 LG1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1062+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2015
 LG1062
 LG1062  HISTORY     - Date     Condition        Report By
 LG1062  HISTORY     - 1947     MONUMENTED       CGS
 LG1062  HISTORY     - 1965     GOOD             CGS
 LG1062  HISTORY     - 1966     GOOD             CGS
 LG1062  HISTORY     - 20150902 GOOD             KSDT
 LG1062
 LG1062                          STATION DESCRIPTION
 LG1062
 LG1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1062'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ODELL, 8 MILES
 LG1062'SOUTH-SOUTHWEST OF WYMORE AND 7 MILES NORTH-NORTHWEST OF HERKIMER
 LG1062'ON THE NORTH SIDE OF THE KANSAS-NEBRASKA STATE LINE ROAD.  IT IS
 LG1062'48 FEET NORTH OF THE CENTER OF THE STATE LINE ROAD, 21 FEET NORTH
 LG1062'OF AN EAST-WEST FENCE LINE, 22.5 FEET EAST OF THE CENTER OF THE
 LG1062'LANE LEADING INTO A FARM HOUSE, AND 20.5 FEET NORTH OF A 4-INCH
 LG1062'SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 LG1062'STAMPED BAR 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1062'
 LG1062'REFERENCE MARK NO. 1 IS 87 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LG1062'A BARN AND 1 FOOT WEST OF A FENCE CORNER.  IT IS STAMPED BAR
 LG1062'NO 1 1947 AND PROJECTS 6 INCHES.
 LG1062'
 LG1062'REFERENCE MARK NO. 2 IS 96 FEET NORTH OF THE CENTER OF THE STATE
 LG1062'LINE ROAD AND 1 FOOT EAST OF A FENCE LINE ON THE EAST SIDE OF A
 LG1062'FARM HOUSE.  IT IS STAMPED BAR NO 2 1947 AND IS FLUSH WITH THE
 LG1062'SURFACE OF THE GROUND.
 LG1062'
 LG1062'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE STATE LINE
 LG1062'ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET WEST OF
 LG1062'A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2.5 FEET.  IT
 LG1062'IS STAMPED BAR 1947 AND PROJECTS 6 INCHES.
 LG1062'
 LG1062'TO REACH THE STATION FROM THE POST OFFICE IN HERKIMER, GO NORTH
 LG1062'ON GRAVELED ROAD FOR 7.6 MILES TO THE STATE LINE ROAD, TURN LEFT
 LG1062'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1062'CONTINUE ON THE STATE LINE ROAD, WEST, FOR 1.05 MILE TO THE
 LG1062'STATION ON THE RIGHT AS DESCRIBED.
 LG1062'
 LG1062'A 74 FOOT SIGNAL AT HORSESHOE IS V.G.
 LG1062'
 LG1062'A 47 FOOT SIGNAL AT LANHAM IS VISIBLE AT 50 FEET.
 LG1062'
 LG1062'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 10 FEET.
 LG1062'
 LG1062'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE AT 20 FEET.
 LG1062'
 LG1062'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1062
 LG1062                          STATION RECOVERY (1965)
 LG1062
 LG1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LG1062'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LG1062'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1062'FOUND DISPLACED.
 LG1062'
 LG1062'AT THE REQUEST OF THE PROPERTY OWNER, THE SURFACE STATION MARK
 LG1062'WAS LOWERED, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LG1062'DESTROYED.
 LG1062'
 LG1062'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK
 LG1062'WERE SET BY THIS PARTY.
 LG1062'
 LG1062'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LG1062'
 LG1062'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ODELL, 8 MILES
 LG1062'SOUTH-SOUTHWEST OF WYMORE, 7 MILES NORTH-NORTHWEST OF HERKIMER,
 LG1062'ON THE NORTH SIDE OF THE KANSAS-NEBRASKA STATE LINE ROAD, AND AT
 LG1062'THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 LG1062'
 LG1062'TO REACH THE STATION FROM THE POST OFFICE IN HERKIMER, GO NORTH
 LG1062'ON A GRAVELED ROAD FOR 7.6 MILES TO THE STATE LINE ROAD.  TURN LEFT
 LG1062'AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 LG1062'ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.05 MILES TO
 LG1062'A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG1062'
 LG1062'THE STATION MARK, A STANDARD DISK STAMPED BAR 1947 1965, IS SET
 LG1062'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW THE
 LG1062'SURFACE OF THE GROUND.  IT IS 51 FEET NORTH OF THE CENTER OF
 LG1062'THE STATE LINE ROAD, 28 FEET EAST OF THE CENTER OF A FIELD
 LG1062'ENTRANCE, AND 23.5 FEET NORTH OF A METAL WITNESS POST.  THE
 LG1062'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LG1062'40 INCHES BELOW THE SURFACE OF THE GROUND, THE DISK IS STAMPED
 LG1062'BAR 1947.
 LG1062'
 LG1062'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BAR NO 3 1947, IS SET
 LG1062'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 LG1062'IS 87 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, AND 29 FEET
 LG1062'NORTH OF THE CENTER OF THE STATE LINE ROAD.
 LG1062'
 LG1062'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BAR NO 4 1947, IS
 LG1062'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 LG1062'IT IS 29 FEET SOUTH OF THE CENTER OF THE STATE LINE ROAD AND IN
 LG1062'AN OLD EAST-WEST FENCELINE.
 LG1062'
 LG1062'AZIMUTH MARK, A STANDARD DISK STAMPED BAR 1947 RESET 1965, IS SET
 LG1062'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LG1062'IS 27 FEET SOUTH OF THE CENTER OF THE STATE LINE ROAD, 2 FEET
 LG1062'WEST OF A METAL WITNESS POST, AND ABOUT 0.1 MILE WEST OF A POINT
 LG1062'WHERE THE ROAD CURVES TO THE SOUTH.
 LG1062
 LG1062                          STATION RECOVERY (1966)
 LG1062
 LG1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1062'THE STATION WAS VISITED IN 1966 TO LOCATE THE NEW AZIMUTH MARK
 LG1062'WHICH WAS SET IN 1965.  THE REFERENCE MARKS WERE NOT CHECKED AT
 LG1062'THIS TIME BECAUSE THEY WERE ESTABLISHED IN 1965.  THE 1965
 LG1062'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LG1062
 LG1062                          STATION RECOVERY (2015)
 LG1062
 LG1062'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2015 (BLS)
 LG1062'MARK IS ABOUT 1 FOOT DEEP IN A CULTIVATED FIELD. IT IS DUE NORTH OF
 LG1062'THE RM. PLACED A LARGE NAIL ON TOP OF THE DISK TO ASSIST IN LOCATION
 LG1062'WITH A MAGNETIC LOCATOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0494 ***********************************************************************
 NO0494  DESIGNATION -  BARE
 NO0494  PID         -  NO0494
 NO0494  STATE/COUNTY-  NE/CHERRY
 NO0494  COUNTRY     -  US
 NO0494  USGS QUAD   -  MERRIMAN NE (2017)
 NO0494
 NO0494                         *CURRENT SURVEY CONTROL
 NO0494  ______________________________________________________________________
 NO0494* NAD 83(1995) POSITION- 42 54 34.76912(N) 101 34 40.62942(W)   ADJUSTED
 NO0494* NAVD 88 ORTHO HEIGHT -  1042.    (meters)     3419.    (feet) SCALED
 NO0494  ______________________________________________________________________
 NO0494  GEOID HEIGHT    -        -19.524 (meters)                     GEOID18
 NO0494  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 NO0494  HORZ ORDER      -  SECOND
 NO0494
 NO0494.The horizontal coordinates were established by classical geodetic methods
 NO0494.and adjusted by the National Geodetic Survey in August 1997.
 NO0494
 NO0494.The orthometric height was scaled from a topographic map.
 NO0494
 NO0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0494.GEOID18 height accuracy estimate available here.
 NO0494
 NO0494.Click photographs - Photos may exist for this station.
 NO0494
 NO0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0494
 NO0494. The following values were computed from the NAD 83(1995) position.
 NO0494
 NO0494;                    North         East     Units Scale Factor Converg.
 NO0494;SPC NE       -   342,760.989   371,156.202   MT  0.99995981   -1 02 44.5
 NO0494;SPC NE       - 1,124,541.68  1,217,701.64   sFT  0.99995981   -1 02 44.5
 NO0494;SPC SD S     -    64,786.656   498,369.531   MT  0.99998280   -0 51 31.0
 NO0494;SPC SD S     -   212,554.22  1,635,067.37   sFT  0.99998280   -0 51 31.0
 NO0494;UTM  14      - 4,754,006.940   289,562.454   MT  1.00014483   -1 45 21.0
 NO0494
 NO0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0494!SPC NE       -   0.99983961  x   0.99995981  =   0.99979943
 NO0494!SPC SD S     -   0.99983961  x   0.99998280  =   0.99982242
 NO0494!UTM  14      -   0.99983961  x   1.00014483  =   0.99998442
 NO0494
 NO0494:                Primary Azimuth Mark                     Grid Az
 NO0494:SPC NE       -  BARE AZ MK                               010 34 26.0
 NO0494:SPC SD S     -  BARE AZ MK                               010 23 12.5
 NO0494:UTM  14      -  BARE AZ MK                               011 17 02.5
 NO0494
 NO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8956254006(NAD 83)
 NO0494
 NO0494|---------------------------------------------------------------------|
 NO0494| PID    Reference Object                     Distance      Geod. Az  |
 NO0494|                                                           dddmmss.s |
 NO0494| CP9571 BARE AZ MK                                         0093141.5 |
 NO0494| CP9572 BARE RM 1                            23.869 METERS 13930     |
 NO0494| CP9573 BARE RM 2                            12.744 METERS 26927     |
 NO0494| NO0496 MERRIMAN MUNICIPAL TANK             APPROX.10.1 KM 2740846.3 |
 NO0494|---------------------------------------------------------------------|
 NO0494
 NO0494                          SUPERSEDED SURVEY CONTROL
 NO0494
 NO0494  NAD 83(1986)-  42 54 34.76335(N)    101 34 40.63701(W) AD(       ) 2
 NO0494  NAD 27      -  42 54 34.76000(N)    101 34 39.10400(W) AD(       ) 2
 NO0494
 NO0494.Superseded values are not recommended for survey control.
 NO0494
 NO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0494.See file dsdata.pdf to determine how the superseded data were derived.
 NO0494
 NO0494_MARKER: DS = TRIANGULATION STATION DISK
 NO0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0494_STAMPING: BARE 1946
 NO0494_MARK LOGO: CGS
 NO0494_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0494
 NO0494  HISTORY     - Date     Condition        Report By
 NO0494  HISTORY     - 1946     MONUMENTED       CGS
 NO0494  HISTORY     - 1949     GOOD             CGS
 NO0494
 NO0494                          STATION DESCRIPTION
 NO0494
 NO0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0494'LOCATED ABOUT 6-1/4 MILES EAST OF MERRIMAN, 1.0 MILE SOUTH OF
 NO0494'U.S. HIGHWAY NO. 20, 75 YARDS NORTH OF A WIRE FENCE, 5 FEET
 NO0494'WEST OF THE SHARP EAST SLOPE OF THE HILL AND 10 FEET SOUTH OF
 NO0494'A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH
 NO0494'SAND RIDGE.  IT IS A STANDARD DISK STAMPED BARE 1946 WELDED TO
 NO0494'THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 16 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE RIDGE AND
 NO0494'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NO0494'STAMPED BARE NO 1 1946 WELDED TO THE TOP OF A 3-INCH SOIL
 NO0494'PIPE THAT PROJECTS 14 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A SMALL NORTH-SOUTH
 NO0494'SAND RIDGE THAT IS PARALLEL TO THE STATION RIDGE AND IS AT THE
 NO0494'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK STAMPED
 NO0494'BARE NO 2 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0494'PROJECTS 16 INCHES.
 NO0494'
 NO0494'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTERLINE OF U.S.
 NO0494'HIGHWAY NO. 20, 23 FEET WEST OF THE WEST GATE POST OF A WIRE
 NO0494'GATE AND 10 INCHES SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK
 NO0494'STAMPED BARE 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0494'PROJECTS 16 INCHES.
 NO0494'
 NO0494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 NO0494'61 AND U.S. HIGHWAY NO. 20 AT THE NORTH EDGE OF MERRIMAN, GO
 NO0494'EAST ON NO. 20 FOR 5.55 MILES TO THE O.M. RANCH ON THE LEFT.
 NO0494'CONTINUE EAST ON NO. 20 FOR 1.1 MILE TO A WIRE GATE AND THE
 NO0494'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, SOUTHERLY, FOR 1.0
 NO0494'MILE TO THE HIGHEST POINT OF THE SAND RIDGE AND THE STATION.
 NO0494
 NO0494                          STATION RECOVERY (1949)
 NO0494
 NO0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0494'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NO0494'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0494'
 NO0494'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0494'
 NO0494'THE STATION IS LOCATED ABOUT 18.0 MILES WEST OF CODY, 6.5
 NO0494'MILES EAST OF MERRIMAN, AND 1.0 MILE SOUTH OF U.S. HIGHWAY
 NO0494'20.  IT IS ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH
 NO0494'SAND RIDGE, 10 FEET EAST OF THE EAST EDGE OF SAND BLOW-OUT.
 NO0494'IT IS A STANDARD DISK STAMPED BARE 1946 WELDED TO THE TOP OF
 NO0494'A 3 INCH IRON PIPE THAT PROJECTS 16 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ON A SMALL
 NO0494'KNOLL SOUTH OF THE STATION, AND ABOUT 4 FEET LOWER THAN THE
 NO0494'STATION IN ELEVATION.  IT IS A STANDARD DISK STAMPED BARE NO
 NO0494'1 1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 NO0494'12 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ABOUT 2 FEET
 NO0494'LOWER THAN THE STATION IN ELEVATION.  IT IS A STANDARD DISK
 NO0494'STAMPED BARE NO 2 1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE.
 NO0494'
 NO0494'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 43 FEET SOUTH
 NO0494'OF THE CENTER OF U.S. HIGHWAY 20, 23 FEET WEST OF THE WEST
 NO0494'END OF WIRE GATE, AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 NO0494'IT IS A STANDARD DISK STAMPED BARE 1946 WELDED TO THE TOP OF
 NO0494'A 3 INCH IRON PIPE THAT PROJECTS 16 INCHES.
 NO0494'
 NO0494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NO0494'AND THE SOUTH END OF MAIN STREET IN CODY, GO WEST ON U.S.
 NO0494'HIGHWAY 20 FOR 14.1 MILES TO SURFACED T-ROAD RIGHT, CONTINUE
 NO0494'WEST ON U.S. HIGHWAY 20 FOR 3.8 MILES TO WIRE GATE ON THE LEFT
 NO0494'AND AZIMUTH MARK JUST WEST AS DESCRIBED, GO THROUGH GATE
 NO0494'AND PICK WAY SOUTH ACROSS PASTURE FOR 1.0 MILE TO HIGHEST POINT
 NO0494'IN PASTURE AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0397 ***********************************************************************
 NO0397  DESIGNATION -  BARNETT
 NO0397  PID         -  NO0397
 NO0397  STATE/COUNTY-  NE/CHERRY
 NO0397  COUNTRY     -  US
 NO0397  USGS QUAD   -  SPARKS (2017)
 NO0397
 NO0397                         *CURRENT SURVEY CONTROL
 NO0397  ______________________________________________________________________
 NO0397* NAD 83(1995) POSITION- 42 58 18.77102(N) 100 17 43.56591(W)   ADJUSTED
 NO0397* NAVD 88 ORTHO HEIGHT -   810.    (meters)     2657.    (feet) SCALED
 NO0397  ______________________________________________________________________
 NO0397  GEOID HEIGHT    -        -22.839 (meters)                     GEOID18
 NO0397  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC18
 NO0397  HORZ ORDER      -  FIRST
 NO0397
 NO0397.The horizontal coordinates were established by classical geodetic methods
 NO0397.and adjusted by the National Geodetic Survey in August 1997.
 NO0397
 NO0397.The orthometric height was scaled from a topographic map.
 NO0397
 NO0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0397.GEOID18 height accuracy estimate available here.
 NO0397
 NO0397.Click photographs - Photos may exist for this station.
 NO0397
 NO0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0397
 NO0397. The following values were computed from the NAD 83(1995) position.
 NO0397
 NO0397;                    North         East     Units Scale Factor Converg.
 NO0397;SPC NE       -   348,538.611   475,899.319   MT  0.99998722   -0 11 44.8
 NO0397;SPC NE       - 1,143,497.09  1,561,346.35   sFT  0.99998722   -0 11 44.8
 NO0397;SPC SD S     -    70,938.118   603,091.585   MT  0.99997008   +0 01 34.1
 NO0397;SPC SD S     -   232,736.14  1,978,642.98   sFT  0.99997008   +0 01 34.1
 NO0397;UTM  14      - 4,758,506.313   394,362.441   MT  0.99973728   -0 52 59.2
 NO0397
 NO0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0397!SPC NE       -   0.99987652  x   0.99998722  =   0.99986374
 NO0397!SPC SD S     -   0.99987652  x   0.99997008  =   0.99984660
 NO0397!UTM  14      -   0.99987652  x   0.99973728  =   0.99961383
 NO0397
 NO0397:                Primary Azimuth Mark                     Grid Az
 NO0397:SPC NE       -  BARNETT AZ MK                            189 52 12.3
 NO0397:SPC SD S     -  BARNETT AZ MK                            189 38 53.4
 NO0397:UTM  14      -  BARNETT AZ MK                            190 33 26.7
 NO0397
 NO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9436258506(NAD 83)
 NO0397
 NO0397|---------------------------------------------------------------------|
 NO0397| PID    Reference Object                     Distance      Geod. Az  |
 NO0397|                                                           dddmmss.s |
 NO0397| CO2184 BARNETT AZ MK                                      1894027.5 |
 NO0397| CO2185 BARNETT RM 1                         24.249 METERS 23206     |
 NO0397| CO2186 BARNETT RM 2                         20.074 METERS 31943     |
 NO0397|---------------------------------------------------------------------|
 NO0397
 NO0397                          SUPERSEDED SURVEY CONTROL
 NO0397
 NO0397  NAD 83(1986)-  42 58 18.77403(N)    100 17 43.57897(W) AD(       ) 1
 NO0397  NAD 27      -  42 58 18.74800(N)    100 17 42.11700(W) AD(       ) 1
 NO0397
 NO0397.Superseded values are not recommended for survey control.
 NO0397
 NO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0397.See file dsdata.pdf to determine how the superseded data were derived.
 NO0397
 NO0397_MARKER: DS = TRIANGULATION STATION DISK
 NO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0397_STAMPING: BARNETT 1936
 NO0397_MARK LOGO: CGS
 NO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0397+STABILITY: SURFACE MOTION
 NO0397
 NO0397  HISTORY     - Date     Condition        Report By
 NO0397  HISTORY     - 1936     MONUMENTED       CGS
 NO0397  HISTORY     - 1949     GOOD             CGS
 NO0397
 NO0397                          STATION DESCRIPTION
 NO0397
 NO0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0397'ON A LONE FLAT-TOPPED BUTTE 12.8 MILES NORTHEAST OF VALENTINE,
 NO0397'NEBR., 1.3 MILES SOUTH OF THE STATE LINE, 0.8 MILE SOUTH OF
 NO0397'MR. BARNETTS RANCH, ON PROPERTY OWNED BY ALBERT BARNETT.
 NO0397'
 NO0397'TO REACH STATION FROM VALENTINE, TAKE STATE HIGHWAY 7 NORTH
 NO0397'FROM THE INTERSECTION WITH U.S. HIGHWAY 183 IN VALENTINE, GO
 NO0397'0.1 MILE, TURN RIGHT (EAST) ON STATE 7, GO NORTH AND EAST 17.6
 NO0397'MILES TO DIRT CROSSROADS, TURN LEFT (NORTH) ON DIRT ROAD AND
 NO0397'GO 3.1 MILES (PAST BUTTE AND STATION ON RIGHT) TO SCHOOLHOUSE
 NO0397'ON RIGHT AND LANE LEADING (EAST) TO THE BARNETT HOUSE, TURN
 NO0397'RIGHT ON LANE AND GO TO CORRALS AND BARN ON RIGHT, GO THROUGH
 NO0397'CORRAL GATES AND FOLLOW DIM TRAILS SOUTH AND EAST TO SOUTHEAST
 NO0397'SLOPE OF BUTTE, FROM THIS POINT DRIVE UP GENTLEST SLOPE TO
 NO0397'STATION ON THE HIGHEST POINT AND THE APPROXIMATE CENTER OF
 NO0397'BUTTE.  MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 NO0397'
 NO0397'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION ON SAME BUTTE.
 NO0397'MARK PROJECTS ABOUT 3 INCHES.
 NO0397'
 NO0397'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ON THE SAME BUTTE.
 NO0397'MARK PROJECTS ABOUT 3 INCHES, AND IS 30.83 METERS (NORTH)
 NO0397'OF REFERENCE MARK NO. 1.
 NO0397'
 NO0397'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTHWEST OF STATION,
 NO0397'8 PACES WEST OF THE CENTER OF SECTION-LINE ROAD RUNNING PAST
 NO0397'WEST FACE OF BUTTE, AND 0.5 MILE SOUTH OF THE CROSSROADS WHICH
 NO0397'IS SOUTHWEST OF THE BUTTE.
 NO0397'
 NO0397'ALL LIGHTS VISIBLE FROM 4-FOOT STAND.
 NO0397'
 NO0397'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0397'BRONZE DISKS SET AS DESCRIBED.
 NO0397
 NO0397                          STATION RECOVERY (1949)
 NO0397
 NO0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0397'THE STATION AND UNDERGROUND MARK, REFERENCE MARK NO. 1,
 NO0397'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE FOUND AS
 NO0397'DESCRIBED AND ARE IN GOOD CONDITION.  FOLLOWING IS A NEW AND
 NO0397'COMPLETE DESCRIPTION--
 NO0397'
 NO0397'THE STATION IS LOCATED ON TOP AND NEAR THE CENTER
 NO0397'OF A PROMINENT BUTTE KNOWN LOCALLY AS FLAT TOP BUTTE, ABOUT
 NO0397'12.8 MILES NORTHEAST OF VALENTINE, AND ABOUT 1.3 MILES SOUTH
 NO0397'OF THE NEBRASKA-SOUTH DAKOTA STATE LINES.  IT IS 3.5 FEET
 NO0397'SOUTH OF A WITNESS POST AND PROJECTS 3 INCHES ABOVE THE GROUND.
 NO0397'IT IS STAMPED BARNETT 1936
 NO0397'
 NO0397'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION
 NO0397'AS THE STATION AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NO0397'STAMPED BARNETT NO 1 1936.
 NO0397'
 NO0397'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION
 NO0397'AS THE STATION AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NO0397'STAMPED BARNETT NO 2 1936.
 NO0397'
 NO0397'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0397'NO. 2 IS 100.83 FEET.
 NO0397'
 NO0397'THE AZIMUTH MARK IS 61.0 FEET SOUTH OF A T FENCE
 NO0397'CORNER, 27.0 FEET WEST OF THE CENTER OF A SECTION-LINE ROAD,
 NO0397'AND 5.0 FEET EAST OF A FENCE, AND 1.7 FEET NORTHEAST OF A
 NO0397'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED BARNETT
 NO0397'1936
 NO0397'
 NO0397'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0397'NORTH ON STATE ROUTE NO. 7 FOR 0.1 OF A MILE TO WHERE STATE
 NO0397'ROUTE NO. 7 TURNS RIGHT, TURN RIGHT ON STATE ROUTE NO. 7 AND
 NO0397'GO EAST AND NORTH FOR 15.0 MILES TO WHERE STATE ROUTE NO. 7
 NO0397'TURNS TO THE RIGHT AT A SCHOOL HOUSE ON THE LEFT, TURN RIGHT
 NO0397'AND CONTINUE ON STATE ROUTE NO. 7 FOR 3.05 MILES TO A CROSSROAD
 NO0397'LEFT, TURN LEFT AND GO NORTH FOR 1.5 MILES TO THE AZIMUTH MARK
 NO0397'ON THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.5 OF A MILE
 NO0397'TO A CROSSROAD JUST NORTH OF A FARM HOME, TURN RIGHT AND GO
 NO0397'EAST FOR ABOUT 50.0 FEET TO A GATE ON THE LEFT IN AN
 NO0397'EAST-WEST FENCE, TURN LEFT THROUGH THIS GATE AND GO
 NO0397'NORTHEASTERLY ACROSS PASTURE FOR 0.2 OF A MILE TO THE EASTERN
 NO0397'END OF A BUTTE, THEN TURN SHARP LEFT AND GO WEST UP A STEEP
 NO0397'SLOPE TO THE TOP OF THE BUTTE AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1409 ***********************************************************************
 LF1409  DESIGNATION -  BARNEY
 LF1409  PID         -  LF1409
 LF1409  STATE/COUNTY-  NE/NEMAHA
 LF1409  COUNTRY     -  US
 LF1409  USGS QUAD   -  JULIAN (2017)
 LF1409
 LF1409                         *CURRENT SURVEY CONTROL
 LF1409  ______________________________________________________________________
 LF1409* NAD 83(1995) POSITION- 40 31 16.53089(N) 095 45 17.02511(W)   ADJUSTED
 LF1409* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 LF1409  ______________________________________________________________________
 LF1409  GEOID HEIGHT    -        -29.783 (meters)                     GEOID18
 LF1409  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC18
 LF1409  HORZ ORDER      -  THIRD
 LF1409
 LF1409.The horizontal coordinates were established by classical geodetic methods
 LF1409.and adjusted by the National Geodetic Survey in August 1997.
 LF1409
 LF1409.The orthometric height was scaled from a topographic map.
 LF1409
 LF1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1409.GEOID18 height accuracy estimate available here.
 LF1409
 LF1409.Click photographs - Photos may exist for this station.
 LF1409
 LF1409.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1409
 LF1409. The following values were computed from the NAD 83(1995) position.
 LF1409
 LF1409;                    North         East     Units Scale Factor Converg.
 LF1409;SPC NE       -    85,209.218   859,533.799   MT  0.99980492   +2 48 48.0
 LF1409;SPC NE       -   279,557.24  2,819,987.14   sFT  0.99980492   +2 48 48.0
 LF1409;SPC NE       -   279,557.24  2,819,987.14   sFT  0.99980492   +2 48 48.0
 LF1409;SPC MO W     -   484,101.340   743,677.906   MT  1.00008028   -0 48 55.1
 LF1409;SPC NE       -    85,209.218   859,533.799   MT  0.99980492   +2 48 48.0
 LF1409;UTM  15      - 4,489,260.850   266,640.696   MT  1.00027037   -1 47 26.3
 LF1409
 LF1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1409!SPC NE       -   0.99996121  x   0.99980492  =   0.99976613
 LF1409!SPC MO W     -   0.99996121  x   1.00008028  =   1.00004148
 LF1409!SPC NE       -   0.99996121  x   0.99980492  =   0.99976613
 LF1409!UTM  15      -   0.99996121  x   1.00027037  =   1.00023157
 LF1409
 LF1409:                Primary Azimuth Mark                     Grid Az
 LF1409:SPC NE       -  PERU MUNICIPAL TANK                      158 45 14.8
 LF1409:SPC MO W     -  PERU MUNICIPAL TANK                      162 22 57.9
 LF1409:SPC NE       -  PERU MUNICIPAL TANK                      158 45 14.8
 LF1409:UTM  15      -  PERU MUNICIPAL TANK                      163 21 29.1
 LF1409
 LF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6664089260(NAD 83)
 LF1409
 LF1409|---------------------------------------------------------------------|
 LF1409| PID    Reference Object                     Distance      Geod. Az  |
 LF1409|                                                           dddmmss.s |
 LF1409| LF1367 PERU MUNICIPAL TANK                 APPROX. 5.4 KM 1613402.8 |
 LF1409| CL6831 BARNEY AZ MK                                       1802052.7 |
 LF1409| CL6832 BARNEY RM 1                          15.905 METERS 24913     |
 LF1409| CL6833 BARNEY RM 2                          19.858 METERS 35438     |
 LF1409|---------------------------------------------------------------------|
 LF1409
 LF1409                          SUPERSEDED SURVEY CONTROL
 LF1409
 LF1409  NAD 83(1986)-  40 31 16.53743(N)    095 45 17.02044(W) AD(       ) 3
 LF1409  NAD 27      -  40 31 16.53500(N)    095 45 16.03400(W) AD(       ) 3
 LF1409
 LF1409.Superseded values are not recommended for survey control.
 LF1409
 LF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1409.See file dsdata.pdf to determine how the superseded data were derived.
 LF1409
 LF1409_MARKER: DS = TRIANGULATION STATION DISK
 LF1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1409_STAMPING: BARNEY 1947
 LF1409_MARK LOGO: CGS
 LF1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1409+STABILITY: SURFACE MOTION
 LF1409
 LF1409  HISTORY     - Date     Condition        Report By
 LF1409  HISTORY     - 1947     MONUMENTED       CGS
 LF1409  HISTORY     - 1975     POOR             LOCENG
 LF1409  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LF1409
 LF1409                          STATION DESCRIPTION
 LF1409
 LF1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1409'THE STATION IS LOCATED IN THE MISSOURI RIVER VALLEY, ABOUT 3
 LF1409'MILES NORTH-NORTHWEST OF PERU, ABOUT 2 MILES SOUTHEAST OF BARNEY,
 LF1409'ABOUT 0.15 MILE SOUTH OF THE OTOE-NEMAHA COUNTY LINE, ON THE
 LF1409'RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD.  IT IS 48 YARDS SOUTH OF
 LF1409'A DRIVEWAY LEADING TO A HOUSE, 26 FEET WEST OF THE CENTERLINE OF
 LF1409'THE ROAD, 6 FEET SOUTHEAST OF A WITNESS POST, AND 4 FEET EAST
 LF1409'OF THE RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED BARNEY 1947 AND
 LF1409'PROJECTS 4 INCHES.
 LF1409'
 LF1409'REFERENCE MARK NO. 1 IS 52.18 FEET WEST-SOUTHWEST OF THE STATION,
 LF1409'72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, AND IS
 LF1409'SET IN AN EAST-WEST FENCE LINE.  THE DISK IS STAMPED BARNEY NO 1
 LF1409'1947 AND PROJECTS 4 INCHES.
 LF1409'
 LF1409'REFERENCE MARK NO. 2 IS 65.15 FEET NORTH OF THE STATION, 95 FEET
 LF1409'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 32 FEET WEST
 LF1409'OF THE CENTERLINE OF THE ROAD, AND IS SET IN THE RIGHT-OF-WAY
 LF1409'FENCE LINE.  THE DISK IS STAMPED BARNEY NO 2 1947 AND PROJECTS 4
 LF1409'INCHES.
 LF1409'
 LF1409'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH OF THE STATION,
 LF1409'57 FEET NORTHWEST OF THE CENTER OF A CROSS ROAD, 17 FEET NORTH OF
 LF1409'THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 2.5 FEET EAST OF A
 LF1409'WITNESS POST, AND IS SET IN THE RIGHT-OF-WAY FENCE LINE.  THE
 LF1409'DISK IS STAMPED BARNEY 1947 AND PROJECTS 4 INCHES.
 LF1409'
 LF1409'TO REACH THE STATION FROM THE POST OFFICE IN PERU, GO NORTH ON
 LF1409'THE MAIN STREET FOR 0.3 MILE TO THE DEPOT.  BEAR LEFT AND FOLLOW
 LF1409'THE ROAD NORTH AND WEST, ALONG THE EDGE OF THE FOOT HILLS, FOR 1.4
 LF1409'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.5 MILES TO THE
 LF1409'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD,
 LF1409'NORTH, FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LF1409'
 LF1409'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 LF1409'
 LF1409'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LF1409
 LF1409                          STATION RECOVERY (1975)
 LF1409
 LF1409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LF1409'BARNEY 1947 DISTURBED--STA. HAS AN APPARENT SHIFT TO SE OF ABOUT
 LF1409'0.2 FT.  TOP OF CONCRETE IS NO LONGER LEVEL.
 LF1409'
 LF1409'DID NOT OK FOR AZ MK OR R.M.S.
 LF1409'
 LF1409'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI NNW OF PERU, NEB.
 LF1409
 LF1409                          STATION RECOVERY (1975)
 LF1409
 LF1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF1409'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 LF1409'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LF1409'MARK WAS FOUND TILTED OUT OF POSITION.  THE AZIMUTH MARK WAS
 LF1409'SEARCHED FOR AND COULD NOT BE FOUND.  A SURFACE STATION MARK WAS SET
 LF1409'DIRECTLY ABOVE THE SUB-SURFACE STATION MARK THIS DATE AND STAMPED
 LF1409'BARNEY 1947 1975.  DUE TO THE TREES, TALL BRUSH AND WEEDS A NEW
 LF1409'AZIMUTH MARK COULD NOT BE ESTABLISHED AND THE DISTANCES AND
 LF1409'DIRECTIONS TO THE REFERENCE MARKS COULD NOT BE CHECKED.  THE
 LF1409'FARMER AT THE STATION SITE WOULD HAVE TRIED TO CLEAR THE AREA
 LF1409'WITH HIS FARM EQUIPMENT, BUT HIS BRUSH-HOG WAS BROKE DOWN THIS
 LF1409'DATE.  FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS AND A NEW
 LF1409'DESCRIPTION OF A ROUTE TO REACH THE STATION.
 LF1409'
 LF1409'THE STATION MARK IS FLUSH WITH THE GROUND SURFACE AND 4 FEET EAST OF
 LF1409'A METAL WITNESS POST IN A FENCELINE.
 LF1409'
 LF1409'REFERENCE MARK 1 IS UNDER A STOCK LOADING SHUTE.
 LF1409'
 LF1409'REFERENCE MARK 2 IS IN THE NORTH-SOUTH FENCELINE BY TREES.
 LF1409'
 LF1409'TO REACH THE STATION FROM THE POST OFFICE IN PERU, GO NORTH ON THE
 LF1409'MAIN STREET FOR 0.25 MILE TO ROAD FORKS, CONTINUE STRAIGHT AHEAD FOR
 LF1409'1.4 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHERLY
 LF1409'FOR 1.5 MILES TO A CROSSROAD, CONTINUE NORTHERLY FOR 0.35 MILE TO
 LF1409'THE STATION ON THE LEFT, JUST BEFORE REACHING A FARM HOUSE ON THE
 LF1409'LEFT AND A LEVEE THAT CROSSES THE ROAD.
 LF1409'
 LF1409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 LF1409'NORTHWEST OF PERU.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1169 ***********************************************************************
 ML1169  DESIGNATION -  BARRETT
 ML1169  PID         -  ML1169
 ML1169  STATE/COUNTY-  NE/CUSTER
 ML1169  COUNTRY     -  US
 ML1169  USGS QUAD   -  MERNA (2017)
 ML1169
 ML1169                         *CURRENT SURVEY CONTROL
 ML1169  ______________________________________________________________________
 ML1169* NAD 83(1986) POSITION- 41 23 16.     (N) 099 49 29.     (W)   SCALED
 ML1169* NAVD 88 ORTHO HEIGHT -   889.74  (+/-2cm)     2919.1   (feet) VERTCON
 ML1169  ______________________________________________________________________
 ML1169  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 ML1169  VERT ORDER      -  THIRD ? (See Below)
 ML1169
 ML1169.The horizontal coordinates were scaled from a map and have
 ML1169.an estimated accuracy of +/- 6 seconds.
 ML1169
 ML1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1169
 ML1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1169.GEOID18 height accuracy estimate available here.
 ML1169
 ML1169.The vertical order pertains to the NGVD 29 superseded value.
 ML1169
 ML1169.Click photographs - Photos may exist for this station.
 ML1169
 ML1169;                    North         East    Units  Estimated Accuracy
 ML1169;SPC NE       -   172,600.      514,660.      MT  (+/- 180 meters Scaled)
 ML1169
 ML1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML310821(NAD 83)
 ML1169
 ML1169                          SUPERSEDED SURVEY CONTROL
 ML1169
 ML1169  NGVD 29             889.48   (m)         2918.2    (f) LEVELING    3  
 ML1169
 ML1169.Superseded values are not recommended for survey control.
 ML1169
 ML1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1169.See file dsdata.pdf to determine how the superseded data were derived.
 ML1169
 ML1169_MARKER: DS = TRIANGULATION STATION DISK
 ML1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1169_STAMPING: BARRETT 1933
 ML1169_MARK LOGO: CGS
 ML1169_PROJECTION: FLUSH
 ML1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1169+STABILITY: SURFACE MOTION
 ML1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML1169+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1984
 ML1169
 ML1169  HISTORY     - Date     Condition        Report By
 ML1169  HISTORY     - 1933     MONUMENTED       CGS
 ML1169  HISTORY     - 1933     GOOD             CGS
 ML1169  HISTORY     - 19840418 SEE DESCRIPTION  NGS
 ML1169
 ML1169                          STATION DESCRIPTION
 ML1169
 ML1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1169'ABOUT 10 MILES WEST OF BROKEN BOW ON SOUTHERN END OF WEST TABLE,
 ML1169'ON LAND OWNED BY DAN BARRETT OF BROKEN BOW AND FARMED BY ART
 ML1169'J. BAYLESS.
 ML1169'
 ML1169'REACHED FROM BROKEN BOW VIA STATE HIGHWAY 16 WEST AND NORTH
 ML1169'2.1 MILES TO GRADED ROAD TURNING WEST AT CALLAWAY SIGN.  FOLLOW
 ML1169'THIS ROAD WEST 8.2 MILES TO FORK, KEEP LEFT-HAND FORK SOUTH
 ML1169'AND WEST 1.2 MILES TO STATION.  STATION IS IN SOUTH END OF THICK
 ML1169'GROVE OF SMALL TREES ACROSS THE ROAD FROM SMALL GRAVEYARD, 44.2
 ML1169'FEET NORTH OF CENTERLINE OF ROAD, 15 FEET NORTH OF WIRE FENCE.
 ML1169'MARK IS FLUSH WITH THE GROUND.
 ML1169'
 ML1169'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN FENCE
 ML1169'LINE ON NORTH SIDE OF HIGHWAY, 25 FEET NORTH OF CENTERLINE OF ROAD.
 ML1169'
 ML1169'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN FENCE LINE ON SOUTH
 ML1169'SIDE OF HIGHWAY, 30.5 FEET SOUTH OF CENTERLINE OF ROAD.
 ML1169'
 ML1169'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION IN FENCE LINE
 ML1169'APPROXIMATELY 15 FEET EAST OF ROAD.  ALL REFERENCE
 ML1169'MARKS SET 4 INCHES ABOVE GROUND.
 ML1169'
 ML1169'HEIGHT OF SIGNAL ABOVE STATION MARK - 7.40 METERS.
 ML1169
 ML1169                          STATION RECOVERY (1933)
 ML1169
 ML1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 ML1169'RECOVERED IN GOOD CONDITION.
 ML1169
 ML1169                          STATION RECOVERY (1984)
 ML1169
 ML1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML1169'THE SURFACE STATION MARK, RM 1 AND RM 3, WHICH HAD SERVED AS THE
 ML1169'AZIMUTH MARK WERE ALL FOUND DESTROYED.  THE UNDERGROUND STATION MARK
 ML1169'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  A NEW SURFACE
 ML1169'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND IS RECESSED 18 IN
 ML1169'BELOW THE GROUND SURFACE DUE TO THE STATION MARKS NOW BEING IN A
 ML1169'CULTIVATED FIELD.  A REFERENCE MARK 4 AND A NEW AZIMUTH MARK WERE
 ML1169'ALSO ESTABLISHED.  THE DISTANCE AND DIRECTION TO RM 2 AGREED WITH
 ML1169'1933 DATA.  A POLARIS OBSERVATION WAS MADE TO THE NEW AZIMUTH MARK.
 ML1169'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR BARRETT RESET AND
 ML1169'ACCESORY MARKS.
 ML1169'THE SURFACE STATION MARK HAD ALSO BEEN A USGS BENCH MARK IN THEIR BOOK
 ML1169'160, CALLAWAY QUAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1224 ***********************************************************************
 ML1224  DESIGNATION -  BARRETT AZ MK 2
 ML1224  PID         -  ML1224
 ML1224  STATE/COUNTY-  NE/CUSTER
 ML1224  COUNTRY     -  US
 ML1224  USGS QUAD   -  MERNA (2017)
 ML1224
 ML1224                         *CURRENT SURVEY CONTROL
 ML1224  ______________________________________________________________________
 ML1224* NAD 83(1995) POSITION- 41 23 26.70276(N) 099 49 42.93096(W)   ADJUSTED
 ML1224* NAVD 88 ORTHO HEIGHT -   886.    (meters)     2907.    (feet) SCALED
 ML1224  ______________________________________________________________________
 ML1224  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 ML1224  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 ML1224  HORZ ORDER      -  THIRD
 ML1224
 ML1224.The horizontal coordinates were established by classical geodetic methods
 ML1224.and adjusted by the National Geodetic Survey in August 1997.
 ML1224
 ML1224.The orthometric height was scaled from a topographic map.
 ML1224
 ML1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1224.GEOID18 height accuracy estimate available here.
 ML1224
 ML1224.Click photographs - Photos may exist for this station.
 ML1224
 ML1224.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1224
 ML1224. The following values were computed from the NAD 83(1995) position.
 ML1224
 ML1224;                    North         East     Units Scale Factor Converg.
 ML1224;SPC NE       -   172,926.899   514,331.068   MT  0.99966060   +0 06 48.9
 ML1224;SPC NE       -   567,344.33  1,687,434.51   sFT  0.99966060   +0 06 48.9
 ML1224;UTM  14      - 4,582,466.783   430,727.015   MT  0.99965906   -0 32 52.4
 ML1224
 ML1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1224!SPC NE       -   0.99986451  x   0.99966060  =   0.99952516
 ML1224!UTM  14      -   0.99986451  x   0.99965906  =   0.99952362
 ML1224
 ML1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3072782466(NAD 83)
 ML1224
 ML1224                          SUPERSEDED SURVEY CONTROL
 ML1224
 ML1224  NAD 83(1986)-  41 23 26.70970(N)    099 49 42.93613(W) AD(       ) 3
 ML1224
 ML1224.Superseded values are not recommended for survey control.
 ML1224
 ML1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1224.See file dsdata.pdf to determine how the superseded data were derived.
 ML1224
 ML1224_MARKER: DZ = AZIMUTH MARK DISK
 ML1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1224_STAMPING: BARRETT 1933 NO 2 1984
 ML1224_MARK LOGO: NGS
 ML1224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1224+STABILITY: SURFACE MOTION
 ML1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1224+SATELLITE: SATELLITE OBSERVATIONS - 1984
 ML1224
 ML1224  HISTORY     - Date     Condition        Report By
 ML1224  HISTORY     - 1984     MONUMENTED       NGS
 ML1224
 ML1224                          STATION DESCRIPTION
 ML1224
 ML1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1224'THE STATION IS LOCATED ABOUT 21.3 KM (13.2 MI) NORTHEAST FROM
 ML1224'CALLAWAY, 16.5 KM (10.3 MI) WEST FROM BROKEN BOW, 12.5 KM (7.8 MI)
 ML1224'SOUTHWEST FROM MERNA AND ON COUNTY ROAD RIGHT-OF-WAY.
 ML1224'TO REACH FROM THE CUSTER COUNTY COURTHOUSE IN BROKEN BOW, GO WEST AND
 ML1224'NORTHWEST ON STATE HIGHWAY 2 AND 92 FOR 3.30 KM (2.05 MI) TO A PAVED
 ML1224'COUNTY ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE COUNTY ROAD,
 ML1224'WHICH LEADS TO CALLAWAY, FOR 14.40 KM (8.95 MI) TO THE STATION ON THE
 ML1224'RIGHT.
 ML1224'THE SURFACE STATION DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 ML1224'THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS 1.07 M
 ML1224'(3.51 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 13.1 M (43.0 FT)
 ML1224'WEST FROM THE CENTERLINE OF THE ROAD, 0.46 M (1.51 FT) SOUTH FROM A
 ML1224'WITNESS POST AND 0.30 M (0.98 FT) EAST FROM A FENCE.
 ML1224'THE MARK WAS POSITIONED BY AN ELECTRONIC TRAVERSE AND A POLARIS
 ML1224'OBSERVATION FROM STATION-BARRETT RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1225 ***********************************************************************
 ML1225  DESIGNATION -  BARRETT RESET
 ML1225  PID         -  ML1225
 ML1225  STATE/COUNTY-  NE/CUSTER
 ML1225  COUNTRY     -  US
 ML1225  USGS QUAD   -  MERNA (2017)
 ML1225
 ML1225                         *CURRENT SURVEY CONTROL
 ML1225  ______________________________________________________________________
 ML1225* NAD 83(1995) POSITION- 41 23 16.15739(N) 099 49 29.78577(W)   ADJUSTED
 ML1225* NAVD 88 ORTHO HEIGHT -   889.    (meters)     2917.    (feet) SCALED
 ML1225  ______________________________________________________________________
 ML1225  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 ML1225  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 ML1225  HORZ ORDER      -  FIRST
 ML1225
 ML1225.The horizontal coordinates were established by classical geodetic methods
 ML1225.and adjusted by the National Geodetic Survey in August 1997.
 ML1225
 ML1225.The orthometric height was scaled from a topographic map.
 ML1225
 ML1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1225.GEOID18 height accuracy estimate available here.
 ML1225
 ML1225.Click photographs - Photos may exist for this station.
 ML1225
 ML1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1225
 ML1225. The following values were computed from the NAD 83(1995) position.
 ML1225
 ML1225;                    North         East     Units Scale Factor Converg.
 ML1225;SPC NE       -   172,602.293   514,637.016   MT  0.99966071   +0 06 57.6
 ML1225;SPC NE       -   566,279.36  1,688,438.28   sFT  0.99966071   +0 06 57.6
 ML1225;UTM  14      - 4,582,138.667   431,029.194   MT  0.99965854   -0 32 43.6
 ML1225
 ML1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1225!SPC NE       -   0.99986406  x   0.99966071  =   0.99952482
 ML1225!UTM  14      -   0.99986406  x   0.99965854  =   0.99952265
 ML1225
 ML1225:                Primary Azimuth Mark                     Grid Az
 ML1225:SPC NE       -  BARRETT RM 3                             223 30 57.8
 ML1225:UTM  14      -  BARRETT RM 3                             224 10 39.0
 ML1225
 ML1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3102982138(NAD 83)
 ML1225
 ML1225|---------------------------------------------------------------------|
 ML1225| PID    Reference Object                     Distance      Geod. Az  |
 ML1225|                                                           dddmmss.s |
 ML1225| ML1227 BARRETT RM 1                         20.110 METERS 10051     |
 ML1225| ML1228 BARRETT RM 2                         22.800 METERS 17741     |
 ML1225| ML1229 BARRETT RM 3                                       2233755.4 |
 ML1225| ML1230 BARRETT RM 4                         39.679 METERS 27125     |
 ML1225| ML1224 BARRETT AZ MK 2                     446.215 METERS 3164839.4 |
 ML1225|---------------------------------------------------------------------|
 ML1225
 ML1225                          SUPERSEDED SURVEY CONTROL
 ML1225
 ML1225  NAD 83(1986)-  41 23 16.16420(N)    099 49 29.79107(W) AD(       ) 1
 ML1225  NAD 27      -  41 23 16.14400(N)    099 49 28.36200(W) AD(       ) 1
 ML1225
 ML1225.Superseded values are not recommended for survey control.
 ML1225
 ML1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1225.See file dsdata.pdf to determine how the superseded data were derived.
 ML1225
 ML1225_MARKER: DH = HORIZONTAL CONTROL DISK
 ML1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1225_STAMPING: BARRETT 1933 1984
 ML1225_MARK LOGO: NGS
 ML1225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1225+STABILITY: SURFACE MOTION
 ML1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1225+SATELLITE: SATELLITE OBSERVATIONS - 1984
 ML1225
 ML1225  HISTORY     - Date     Condition        Report By
 ML1225  HISTORY     - 1984     MONUMENTED       NGS
 ML1225
 ML1225                          STATION DESCRIPTION
 ML1225
 ML1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1225'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTHEAST FROM
 ML1225'CALLAWAY, 16.1 KM (10.0 MI) WEST FROM BROKEN BOW, 12.9 KM (8.0 MI)
 ML1225'SOUTHWEST FROM MERNA AND IN A CULTIVATED FIELD ON PROPERTY OWNED BY
 ML1225'ROBERT NICHELSON, BROKEN BOW STAR ROUTE, CALLAWAY, NE 68825.
 ML1225'TELEPHONE 308-872 5470.
 ML1225'TO REACH FROM THE COURTHOUSE IN BROKEN BOW, GO WEST AND NORTHWEST ON
 ML1225'STATE HIGHWAY 2 AND 92 FOR 3.30 KM (2.05 MI) TO A PAVED COUNTY ROAD
 ML1225'ON THE LEFT, LEADING TO CALLAWAY.  TURN LEFT AND AND GO WEST ON THE
 ML1225'PAVED COUNTY ROAD FOR 14.40 KM (8.95 MI) TO THE AZIMUTH MARK ON THE
 ML1225'RIGHT.  CONTINUE SOUTH AND WEST FOR 0.4 KM (0.2 MI) TO A DRIVEWAY ON
 ML1225'THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.16 KM
 ML1225'(0.10 MI) TO A TRACK ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST AND
 ML1225'EAST ON THE TRACK ROAD, ALONG THE NORTH SIDE OF A FENCE AND PASTURE
 ML1225'FOR 0.4 KM (0.2 MI) TO A GATE IN A NORTH/SOUTH FENCE, AN OLD CEMETERY
 ML1225'ON THE RIGHT AND THE STATION, IMMEDIATELY AHEAD, THROUGH THE GATE.
 ML1225'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 ML1225'RECESSED 18 IN BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 ML1225'STAMPED-BARRETT 1933-AND IS SET INTO AN IRREGULAR MASS OF CONCRETE
 ML1225'1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 38.40 M
 ML1225'(125.98 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A FENCE AROUND THE
 ML1225'CEMETERY, 39.40 M (129.26 FT) EAST FROM THE NORTH/SOUTH FENCE, 31.73
 ML1225'M (104.10 FT) NORTH FROM A POWER POLE AND 22.71 M (74.51 FT) NORTH
 ML1225'FROM THE EAST/WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1118 ***********************************************************************
 ML1118  DESIGNATION -  BARTLETT BISHOPS WINDMILL
 ML1118  PID         -  ML1118
 ML1118  STATE/COUNTY-  NE/WHEELER
 ML1118  COUNTRY     -  US
 ML1118  USGS QUAD   -  BARTLETT (2017)
 ML1118
 ML1118                         *CURRENT SURVEY CONTROL
 ML1118  ______________________________________________________________________
 ML1118* NAD 83(1995) POSITION- 41 52 56.08055(N) 098 33 09.03191(W)   ADJUSTED
 ML1118  ______________________________________________________________________
 ML1118  GEOID HEIGHT    -        -24.139 (meters)                     GEOID18
 ML1118  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 ML1118  HORZ ORDER      -  THIRD
 ML1118
 ML1118.The horizontal coordinates were established by classical geodetic methods
 ML1118.and adjusted by the National Geodetic Survey in August 1997.
 ML1118
 ML1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1118.GEOID18 height accuracy estimate available here.
 ML1118
 ML1118.Click photographs - Photos may exist for this station.
 ML1118
 ML1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1118
 ML1118. The following values were computed from the NAD 83(1995) position.
 ML1118
 ML1118;                    North         East     Units Scale Factor Converg.
 ML1118;SPC NE       -   228,488.136   620,102.548   MT  0.99968012   +0 57 33.3
 ML1118;SPC NE       -   749,631.49  2,034,453.11   sFT  0.99968012   +0 57 33.3
 ML1118;UTM  14      - 4,636,798.909   537,128.441   MT  0.99961696   +0 17 55.5
 ML1118
 ML1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3712836798(NAD 83)
 ML1118
 ML1118                          SUPERSEDED SURVEY CONTROL
 ML1118
 ML1118  NAD 83(1986)-  41 52 56.08498(N)    098 33 09.03722(W) AD(       ) 3
 ML1118  NAD 27      -  41 52 56.05600(N)    098 33 07.75300(W) AD(       ) 3
 ML1118  USSD        -  41 52 56.15700(N)    098 33 07.90600(W) AD(       ) 3
 ML1118
 ML1118.Superseded values are not recommended for survey control.
 ML1118
 ML1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1118.See file dsdata.pdf to determine how the superseded data were derived.
 ML1118
 ML1118_MARKER: 66 = WINDMILL
 ML1118
 ML1118  HISTORY     - Date     Condition        Report By
 ML1118  HISTORY     - 1900     FIRST OBSERVED   CGS
 ML1118  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1118  HISTORY     - 20081108 MARK NOT FOUND   INDIV
 ML1118
 ML1118                          STATION DESCRIPTION
 ML1118
 ML1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1118'THIS POINT WAS LOCATED ON A HILL JUST SOUTH OF THE TOWN OF
 ML1118'BARTLETT.  A NEW WELL AND WINDMILL WERE MADE ABOUT 18 YEARS
 ML1118'AGO AT A POINT ABOUT 8 OR 10 FEET SOUTH OF THE ORIGINAL SITE.  THE
 ML1118'ELDER MR. BISHOP IS NOW DEAD BUT HIS TWO SONS OPERATE THE BANK
 ML1118'AT BARTLETT.
 ML1118
 ML1118                          STATION RECOVERY (2008)
 ML1118
 ML1118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 ML1118'A HH GPS RECEIVER WAS USED TO ARRIVE AT THE APPROXIMATE
 ML1118'LOCATION.    THERE IS NO LONGER A WINDMILL AT THIS LOCATION, BUT THERE
 ML1118'IS A LARGE CONCRETE PAD THAT APPEARS TO HAVE BEEN PLACED MANY YEARS
 ML1118'AGO.  NO EVIDENCE OF A WELL WAS SEEN IN THE PAD.  THERE IS A SMALL
 ML1118'WATER HYDRANT NEAR THE NORTHEAST CORNER OF THE PAD.  THE BARTLETT
 ML1118'WATER TOWER IS LOCATED FURTHER NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0439 ***********************************************************************
 LJ0439  DESIGNATION -  BARTLEY
 LJ0439  PID         -  LJ0439
 LJ0439  STATE/COUNTY-  NE/RED WILLOW
 LJ0439  COUNTRY     -  US
 LJ0439  USGS QUAD   -  BARTLEY (2017)
 LJ0439
 LJ0439                         *CURRENT SURVEY CONTROL
 LJ0439  ______________________________________________________________________
 LJ0439* NAD 83(1995) POSITION- 40 17 29.25701(N) 100 16 55.87537(W)   ADJUSTED
 LJ0439* NAVD 88 ORTHO HEIGHT -   754.    (meters)     2474.    (feet) SCALED
 LJ0439  ______________________________________________________________________
 LJ0439  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 LJ0439  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 LJ0439  HORZ ORDER      -  SECOND
 LJ0439
 LJ0439.The horizontal coordinates were established by classical geodetic methods
 LJ0439.and adjusted by the National Geodetic Survey in August 1997.
 LJ0439
 LJ0439.The orthometric height was scaled from a topographic map.
 LJ0439
 LJ0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0439.GEOID18 height accuracy estimate available here.
 LJ0439
 LJ0439.Click photographs - Photos may exist for this station.
 LJ0439
 LJ0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0439
 LJ0439. The following values were computed from the NAD 83(1995) position.
 LJ0439
 LJ0439;                    North         East     Units Scale Factor Converg.
 LJ0439;SPC NE       -    50,906.387   476,008.576   MT  0.99988094   -0 11 13.2
 LJ0439;SPC NE       -   167,015.37  1,561,704.80   sFT  0.99988094   -0 11 13.2
 LJ0439;UTM  14      - 4,460,895.917   391,018.093   MT  0.99974620   -0 49 45.3
 LJ0439
 LJ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0439!SPC NE       -   0.99988548  x   0.99988094  =   0.99976643
 LJ0439!UTM  14      -   0.99988548  x   0.99974620  =   0.99963170
 LJ0439
 LJ0439:                Primary Azimuth Mark                     Grid Az
 LJ0439:SPC NE       -  BARTLEY AZ MK                            089 12 50.1
 LJ0439:UTM  14      -  BARTLEY AZ MK                            089 51 22.2
 LJ0439
 LJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9101860895(NAD 83)
 LJ0439
 LJ0439|---------------------------------------------------------------------|
 LJ0439| PID    Reference Object                     Distance      Geod. Az  |
 LJ0439|                                                           dddmmss.s |
 LJ0439| CN7810 BARTLEY AZ MK                                      0890136.9 |
 LJ0439| CN7812 BARTLEY RM 2                         19.176 METERS 09412     |
 LJ0439| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 8.2 KM 0952243.8 |
 LJ0439| LJ0440 BARTLEY MUNICIPAL TANK              APPROX. 4.5 KM 2064001.9 |
 LJ0439| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.12.8 KM 2434502.1 |
 LJ0439| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.12.3 KM 2524752.5 |
 LJ0439| CN7811 BARTLEY RM 1                         17.262 METERS 35930     |
 LJ0439|---------------------------------------------------------------------|
 LJ0439
 LJ0439                          SUPERSEDED SURVEY CONTROL
 LJ0439
 LJ0439  NAD 83(1986)-  40 17 29.26184(N)    100 16 55.87978(W) AD(       ) 2
 LJ0439  NAD 27      -  40 17 29.23810(N)    100 16 54.36654(W) AD(       ) 2
 LJ0439
 LJ0439.Superseded values are not recommended for survey control.
 LJ0439
 LJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0439.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0439
 LJ0439_MARKER: DS = TRIANGULATION STATION DISK
 LJ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0439_STAMPING: BARTLEY 1951
 LJ0439_MARK LOGO: CGS
 LJ0439_PROJECTION: FLUSH
 LJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0439+STABILITY: SURFACE MOTION
 LJ0439
 LJ0439  HISTORY     - Date     Condition        Report By
 LJ0439  HISTORY     - 1951     MONUMENTED       CGS
 LJ0439
 LJ0439                          STATION DESCRIPTION
 LJ0439
 LJ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0439'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF CAMBRIDGE AND
 LJ0439'ABOUT 3.0 MILES NORTH-NORTHEAST OF BARTLEY IN THE SOUTHWEST
 LJ0439'CORNER OF A SCHOOLYARD, 150 FEET SOUTHWEST OF THE SOUTHWEST
 LJ0439'CORNER OF SCHOOLHOUSE, 31 FEET NORTH OF THE CENTER OF AN
 LJ0439'EAST-WEST ROAD AND 10 FEET EAST OF A FENCE CORNER.  IT IS
 LJ0439'STAMPED BARTLEY 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0439'
 LJ0439'REFERENCE MARK NO. 1 IS NEAR THE WEST EDGE OF SCHOOLYARD, 11
 LJ0439'FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BARTLEY
 LJ0439'NO 1 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0439'
 LJ0439'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF SCHOOLYARD, 27
 LJ0439'FEET NORTH OF THE CENTER OF ROAD.  IT IS STAMPED BARTLEY NO 2 1951
 LJ0439'AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0439'
 LJ0439'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 88.51 FEET.
 LJ0439'
 LJ0439'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 LJ0439'FIELD, 25 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 3
 LJ0439'FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 LJ0439'FENCE LINE.  IT IS STAMPED BARTLEY 1951 AND PROJECTS 2 INCHES.
 LJ0439'
 LJ0439'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF
 LJ0439'THE POST OFFICE IN BARTLEY, GO EAST ON U.S. HIGHWAYS 34 AND
 LJ0439'6 FOR 0.85 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON
 LJ0439'GRAVELED ROAD FOR 2.6 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LJ0439'EAST ON DIRT ROAD FOR 0.5 MILE TO STATION ON LEFT IN SOUTHWEST
 LJ0439'CORNER OF SCHOOLYARD AS DESCRIBED.  CONTINUE EAST FOR 0.6
 LJ0439'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LJ0439'
 LJ0439'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0440 ***********************************************************************
 LJ0440  DESIGNATION -  BARTLEY MUNICIPAL TANK
 LJ0440  PID         -  LJ0440
 LJ0440  STATE/COUNTY-  NE/RED WILLOW
 LJ0440  COUNTRY     -  US
 LJ0440  USGS QUAD   -  BARTLEY (2017)
 LJ0440
 LJ0440                         *CURRENT SURVEY CONTROL
 LJ0440  ______________________________________________________________________
 LJ0440* NAD 83(1995) POSITION- 40 15 20.18010(N) 100 18 20.48143(W)   ADJUSTED
 LJ0440  ______________________________________________________________________
 LJ0440  GEOID HEIGHT    -        -24.225 (meters)                     GEOID18
 LJ0440  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 LJ0440  HORZ ORDER      -  THIRD
 LJ0440
 LJ0440.The horizontal coordinates were established by classical geodetic methods
 LJ0440.and adjusted by the National Geodetic Survey in August 1997.
 LJ0440
 LJ0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0440.GEOID18 height accuracy estimate available here.
 LJ0440
 LJ0440.Click photographs - Photos may exist for this station.
 LJ0440
 LJ0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0440
 LJ0440. The following values were computed from the NAD 83(1995) position.
 LJ0440
 LJ0440;                    North         East     Units Scale Factor Converg.
 LJ0440;SPC NE       -    46,932.351   473,996.410   MT  0.99989422   -0 12 09.3
 LJ0440;SPC NE       -   153,977.22  1,555,103.22   sFT  0.99989422   -0 12 09.3
 LJ0440;UTM  14      - 4,456,945.214   388,961.828   MT  0.99975177   -0 50 37.8
 LJ0440
 LJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8896156945(NAD 83)
 LJ0440
 LJ0440                          SUPERSEDED SURVEY CONTROL
 LJ0440
 LJ0440  NAD 83(1986)-  40 15 20.18501(N)    100 18 20.48521(W) AD(       ) 3
 LJ0440  NAD 27      -  40 15 20.16089(N)    100 18 18.96713(W) AD(       ) 3
 LJ0440
 LJ0440.Superseded values are not recommended for survey control.
 LJ0440
 LJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0440.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0440
 LJ0440_MARKER: 53 = ELEVATED TANK
 LJ0440
 LJ0440  HISTORY     - Date     Condition        Report By
 LJ0440  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0440
 LJ0440                          STATION DESCRIPTION
 LJ0440
 LJ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0440'THE STATION IS LOCATED AT THE EXTREME NORTH END OF THE MAIN
 LJ0440'STREET IN BARTLEY.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 LJ0440'SUPPORTING THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL
 LJ0440'AT THE APEX AND AN OVER-ALL HEIGHT OF 100.0 FEET.
 LJ0440'
 LJ0440'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0428 ***********************************************************************
 MN0428  DESIGNATION -  BARTON
 MN0428  PID         -  MN0428
 MN0428  STATE/COUNTY-  NE/DEUEL
 MN0428  COUNTRY     -  US
 MN0428  USGS QUAD   -  BARTON (2017)
 MN0428
 MN0428                         *CURRENT SURVEY CONTROL
 MN0428  ______________________________________________________________________
 MN0428* NAD 83(1995) POSITION- 41 02 46.40810(N) 102 09 51.05226(W)   ADJUSTED
 MN0428* NAVD 88 ORTHO HEIGHT -  1066.    (meters)     3497.    (feet) SCALED
 MN0428  ______________________________________________________________________
 MN0428  GEOID HEIGHT    -        -20.537 (meters)                     GEOID18
 MN0428  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 MN0428  HORZ ORDER      -  THIRD
 MN0428
 MN0428.The horizontal coordinates were established by classical geodetic methods
 MN0428.and adjusted by the National Geodetic Survey in August 1997.
 MN0428
 MN0428.The orthometric height was scaled from a topographic map.
 MN0428
 MN0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0428.GEOID18 height accuracy estimate available here.
 MN0428
 MN0428.Click photographs - Photos may exist for this station.
 MN0428
 MN0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0428
 MN0428. The following values were computed from the NAD 83(1995) position.
 MN0428
 MN0428;                    North         East     Units Scale Factor Converg.
 MN0428;SPC NE       -   136,939.267   318,118.783   MT  0.99969057   -1 26 03.1
 MN0428;SPC NE       -   449,274.91  1,043,694.71   sFT  0.99969057   -1 26 03.1
 MN0428;UTM  13      - 4,547,763.385   738,343.572   MT  1.00029923   +1 51 47.0
 MN0428
 MN0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0428!SPC NE       -   0.99983596  x   0.99969057  =   0.99952658
 MN0428!UTM  13      -   0.99983596  x   1.00029923  =   1.00013514
 MN0428
 MN0428:                Primary Azimuth Mark                     Grid Az
 MN0428:SPC NE       -  BARTON AZ MK                             181 36 07.9
 MN0428:UTM  13      -  BARTON AZ MK                             178 18 17.8
 MN0428
 MN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3834347763(NAD 83)
 MN0428
 MN0428|---------------------------------------------------------------------|
 MN0428| PID    Reference Object                     Distance      Geod. Az  |
 MN0428|                                                           dddmmss.s |
 MN0428| CP7375 BARTON RM 1                          22.485 METERS 17753     |
 MN0428| CP7374 BARTON AZ MK                                       1801004.8 |
 MN0428| CP7376 BARTON RM 2                          24.832 METERS 33617     |
 MN0428|---------------------------------------------------------------------|
 MN0428
 MN0428                          SUPERSEDED SURVEY CONTROL
 MN0428
 MN0428  NAD 83(1992)-  41 02 46.40824(N)    102 09 51.05273(W) AD(       ) 3
 MN0428  NAD 83(1986)-  41 02 46.40781(N)    102 09 51.05273(W) AD(       ) 3
 MN0428  NAD 27      -  41 02 46.43800(N)    102 09 49.38840(W) AD(       ) 3
 MN0428
 MN0428.Superseded values are not recommended for survey control.
 MN0428
 MN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0428.See file dsdata.pdf to determine how the superseded data were derived.
 MN0428
 MN0428_MARKER: DS = TRIANGULATION STATION DISK
 MN0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0428_STAMPING: BARTON 1963
 MN0428_MARK LOGO: CGS
 MN0428_PROJECTION: FLUSH
 MN0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0428+STABILITY: SURFACE MOTION
 MN0428
 MN0428  HISTORY     - Date     Condition        Report By
 MN0428  HISTORY     - 1963     MONUMENTED       CGS
 MN0428
 MN0428                          STATION DESCRIPTION
 MN0428
 MN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0428'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF BIG SPRINGS,
 MN0428'2-3/4 MILES NORTH OF THE COLORADO-NEBRASKA STATE LINE AND 0.4
 MN0428'MILE NORTH OF U.S. HIGHWAY 138.
 MN0428'
 MN0428'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HIGHWAY 138
 MN0428'IN THE SMALL TOWN OF BIG SPRINGS, GO WEST-SOUTHWEST ON U.S.
 MN0428'HIGHWAY 138 FOR 4.9 MILES TO A STATE WEIGH STATION ON THE RIGHT,
 MN0428'NORTH SIDE OF THE ROAD.  CONTINUE WEST ON U.S. HIGHWAY 138 FOR 0.1
 MN0428'MILE TO A SIDE ROAD RIGHT, NORTH.  TURN RIGHT, NORTH ON GRAVELED
 MN0428'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT, EAST SIDE OF THE
 MN0428'ROAD AS DESCRIBED.
 MN0428'
 MN0428'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 MN0428'ROAD FOR 0.4 MILE TO U.S. HIGHWAY 138.  TURN RIGHT, WEST ON U.S.
 MN0428'HIGHWAY 138 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT,
 MN0428'SOUTH SIDE OF THE ROAD AS DESCRIBED.
 MN0428'
 MN0428'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0428'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND AND
 MN0428'IS STAMPED BARTON 1963.  IT IS 41 FEET EAST OF THE CENTER OF A
 MN0428'GRAVELED ROAD, 6 FEET NORTHWEST OF A METAL WITNESS POST AND
 MN0428'4 FEET WEST OF A WIRE FENCE.
 MN0428'
 MN0428'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0428'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 MN0428'BARTON NO 1 1963.  IT IS 35 FEET EAST OF THE CENTER OF A GRAVELED
 MN0428'ROAD AND 2 FEET WEST OF A WIRE FENCE.
 MN0428'
 MN0428'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0428'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS
 MN0428'STAMPED BARTON NO 2 1963.  IT IS 34 FEET EAST OF THE CENTER
 MN0428'OF A GRAVELED ROAD AND 2 FEET WEST OF A WIRE FENCE.
 MN0428'
 MN0428'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0428'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS STAMPED
 MN0428'BARTON 1963.  IT IS 91 FEET SOUTH OF THE CENTER LINE OF U.S.
 MN0428'HIGHWAY 138 AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1303 ***********************************************************************
 LH1303  DESIGNATION -  BASE RESET
 LH1303  PID         -  LH1303
 LH1303  STATE/COUNTY-  NE/BUFFALO
 LH1303  COUNTRY     -  US
 LH1303  USGS QUAD   -  KEARNEY (2017)
 LH1303
 LH1303                         *CURRENT SURVEY CONTROL
 LH1303  ______________________________________________________________________
 LH1303* NAD 83(1995) POSITION- 40 44 59.44253(N) 099 01 01.07345(W)   ADJUSTED
 LH1303* NAVD 88 ORTHO HEIGHT -   652.5   (meters)     2141.    (feet) VERTCON
 LH1303  ______________________________________________________________________
 LH1303  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 LH1303  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1303  HORZ ORDER      -  SECOND
 LH1303
 LH1303.This mark is at Kearney Municipal Airport (EAR)
 LH1303
 LH1303.The horizontal coordinates were established by classical geodetic methods
 LH1303.and adjusted by the National Geodetic Survey in August 1997.
 LH1303
 LH1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1303
 LH1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1303.GEOID18 height accuracy estimate available here.
 LH1303
 LH1303.Click photographs - Photos may exist for this station.
 LH1303
 LH1303.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1303
 LH1303. The following values were computed from the NAD 83(1995) position.
 LH1303
 LH1303;                    North         East     Units Scale Factor Converg.
 LH1303;SPC NE       -   102,230.479   582,996.793   MT  0.99974496   +0 39 05.2
 LH1303;SPC NE       -   335,401.16  1,912,715.31   sFT  0.99974496   +0 39 05.2
 LH1303;UTM  14      - 4,510,988.243   498,567.850   MT  0.99960003   -0 00 39.9
 LH1303
 LH1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1303!SPC NE       -   0.99990148  x   0.99974496  =   0.99964646
 LH1303!UTM  14      -   0.99990148  x   0.99960003  =   0.99950155
 LH1303
 LH1303:                Primary Azimuth Mark                     Grid Az
 LH1303:SPC NE       -  BASE AZ MK                               272 00 11.5
 LH1303:UTM  14      -  BASE AZ MK                               272 39 56.6
 LH1303
 LH1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9856710988(NAD 83)
 LH1303
 LH1303|---------------------------------------------------------------------|
 LH1303| PID    Reference Object                     Distance      Geod. Az  |
 LH1303|                                                           dddmmss.s |
 LH1303| LH1418 BASE RM 1                            21.294 METERS 07632     |
 LH1303| LH1407 KEARNEY MUNICIPAL APT BCN           APPROX. 2.6 KM 1724356.9 |
 LH1303| LH1419 BASE RM 2                            19.298 METERS 19255     |
 LH1303| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 4.8 KM 1983753.9 |
 LH1303| LH1309 KEARNEY RADIO MAST                  APPROX.10.6 KM 2105919.9 |
 LH1303| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX. 8.7 KM 2194701.4 |
 LH1303| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX. 8.2 KM 2371706.3 |
 LH1303| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.10.3 KM 2413639.6 |
 LH1303| CN7813 BASE AZ MK                                         2723916.7 |
 LH1303|---------------------------------------------------------------------|
 LH1303
 LH1303                          SUPERSEDED SURVEY CONTROL
 LH1303
 LH1303  NAD 83(1986)-  40 44 59.44978(N)    099 01 01.07494(W) AD(       ) 2
 LH1303  NAD 27      -  40 44 59.40300(N)    099 00 59.76600(W) AD(       ) 2
 LH1303  NGVD 29 (01/31/91)  652.3    (m)         2140.     (f) VERT ANG       
 LH1303
 LH1303.Superseded values are not recommended for survey control.
 LH1303
 LH1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1303.See file dsdata.pdf to determine how the superseded data were derived.
 LH1303
 LH1303_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1303_STAMPING: BASE 1950 1986
 LH1303_MARK LOGO: NGS
 LH1303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LH1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1303+STABILITY: SURFACE MOTION
 LH1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1303+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 LH1303
 LH1303  HISTORY     - Date     Condition        Report By
 LH1303  HISTORY     - 1986     MONUMENTED       NGS
 LH1303  HISTORY     - 1950     GOOD             CGS
 LH1303  HISTORY     - 1967     GOOD             CGS
 LH1303  HISTORY     - 19860516 GOOD             NGS
 LH1303  HISTORY     - 19970715 GOOD             NGS
 LH1303  HISTORY     - 20050308 GOOD             NEDR
 LH1303  HISTORY     - 20160706 GOOD             NEGS
 LH1303
 LH1303                          STATION DESCRIPTION
 LH1303
 LH1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (JCT)
 LH1303'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF KEARNEY AND
 LH1303'IN THE NORTHWEST CORNER OF THE KEARNEY ARMY AIRFIELD.  IT IS 55
 LH1303'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 23 FEET WEST
 LH1303'OF THE CENTERLINE OF A TRACK ROAD, 18 FEET SOUTH OF THE
 LH1303'RIGHT-OF-WAY FENCE AND 15 FEET EAST OF THE WEST BOUNDARY FENCE.
 LH1303'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BASE 1950.
 LH1303'
 LH1303'REFERENCE MARK NO. 1 IS 40.5 FEET EAST OF THE EAST GATE POST, 38
 LH1303'FEET SOUTH OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 1 FOOT
 LH1303'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 LH1303'AND THE DISK IS STAMPED BASE NO 1 1950.
 LH1303'
 LH1303'REFERENCE MARK NO. 2 IS 79 FEET SOUTH OF THE NORTHWEST CORNER OF
 LH1303'THE AIRFIELD, 36 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 LH1303'AND 1 FOOT EAST OF THE WEST BOUNDARY FENCE OF AIRFIELD.  THE
 LH1303'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BASE NO 2 1950.
 LH1303'
 LH1303'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF AN EAST AND
 LH1303'WEST ROAD, 28 FEET WEST OF THE SOUTHWEST CORNER OF A FARM YARD
 LH1303'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LH1303'INCHES AND THE DISK IS STAMPED BASE 1950.
 LH1303'
 LH1303'TO REACH FROM THE INTERSECTION OF US HIGHWAY 30 AND STATE HIGHWAY
 LH1303'10 IN KEARNEY, GO NORTH ON HIGHWAY 10 0.4 MILE TO HOSPITAL, TURN
 LH1303'LEFT (WEST) 2 BLOCKS, TURN RIGHT (NORTH) WITH HIGHWAY 10 FOR
 LH1303'2.9 MILES TO RAILROAD CROSSING, CONTINUE NORTH 0.15 MILE TO
 LH1303'CROSSROADS, TURN RIGHT (EAST) 3.2 MILES TO THE AZIMUTH MARK ON
 LH1303'THE LEFT JUST BEFORE REACHING A FARM HOUSE.  HERE CONTINUE EAST
 LH1303'0.4 MILE TO THE STATION ON THE RIGHT IN THE NORTHWEST CORNER
 LH1303'OF THE AIRFIELD.
 LH1303'
 LH1303'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1303
 LH1303                          STATION RECOVERY (1950)
 LH1303
 LH1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1303'RECOVERED IN GOOD CONDITION.
 LH1303
 LH1303                          STATION RECOVERY (1967)
 LH1303
 LH1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1303'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1303'CONDITION.
 LH1303'
 LH1303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1303'LOCATED IN THE NORTHWEST CORNER OF THE KEARNEY MUNICIPAL AIRPORT
 LH1303'PROPERTY.
 LH1303
 LH1303                          STATION RECOVERY (1986)
 LH1303
 LH1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1303'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LH1303'IN GOOD CONDITION.  THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE
 LH1303'FOUND DESTROYED.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 LH1303'UNDERGROUND MARK AND THE 1400 METER MARK OF THE KEARNEY EDMI
 LH1303'CALIBRATION BASELINE NOW SERVES AS THE AZIMUTH MARK.  THE DISTANCES
 LH1303'AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1950 DATA.  A CHECK
 LH1303'ANGLE WAS ALSO OBTAINED BETWEEN DISTANT LANDMARKS.  THE KEARNEY ARMY
 LH1303'AIRFIELD IS NOW THE KEARNEY MUNICIPAL AIRPORT.  DUE TO THE ABOVE AND
 LH1303'OTHER CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1303'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF KEARNEY, 5.6
 LH1303'KM (3.50 MI) NORTH OF U.S. HIGHWAY 30, 5.6 KM (3.50 MI) EAST OF THE
 LH1303'JUNCTION OF STATE HIGHWAYS 10 AND 40 AND AT THE NORTHWEST CORNER OF
 LH1303'THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KEARNEY, KEARNEY
 LH1303'MUNICIPAL AIRPORT, RODNEY A JOHNSON, AIRPORT MANAGER, P.O. BOX 484,
 LH1303'KEARNEY, NEBRASKA 68847.  TELEPHONE 308-234-2318.
 LH1303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, WITH STATE
 LH1303'HIGHWAYS 10 AND 44 IN KEARNEY, GO NORTH ON STATE HIGHWAY 10 FOR 5.71
 LH1303'KM (3.55 MI) TO STATE HIGHWAY 40 ON THE LEFT AND A GRAVELED ROAD ON
 LH1303'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5.79 KM
 LH1303'(3.60 MI) TO THE STATION ON THE RIGHT, AT A TRACK ROAD LEADING SOUTH.
 LH1303'THE SURFACE STATION MARK IS A STANDARD DISK SET INTO THE TOP OF A 30
 LH1303'CM (12 IN) ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 LH1303'UNDERGROUND STATION MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE
 LH1303'THAT IS 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THIS DISK IS STAMPED
 LH1303'BASE 1950.
 LH1303'THE MARKS ARE 16.76 M (55.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 LH1303'7.01 M (23.0 FT) WEST FROM THE CENTERLINE OF THE TRACK ROAD, 6.71 M
 LH1303'(22.0 FT) SOUTHEAST FROM A FENCE CORNER, 4.57 M (15.0 FT) EAST FROM A
 LH1303'NORTH/SOUTH FENCE AND 0.61 M (2.0 FT) NORTH FROM A WITNESS POST.
 LH1303'REFERENCE MARK 1 IS 21.314 M (69.9 FT) NORTHEAST FROM THE STATION MARK
 LH1303'AND REFERENCE MARK 2 IS 19.323 M (63.4 FT) SOUTH-SOUTHWEST FROM THE
 LH1303'STATION MARK.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 113.34
 LH1303'FEET.DESCRIBED BY J.A. ODUM.
 LH1303
 LH1303                          STATION RECOVERY (1997)
 LH1303
 LH1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1303'RECOVERED AS PER THE 1986 DESCRIPTION, AT THE NORTHWEST CORNER OF THE
 LH1303'KEARNEY MUNICIPAL AIRPORT, NEAR THE CENTER OF SEC16, T9N, R15W.  THE
 LH1303'DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED 2
 LH1303'CM BELOW THE GROUND SURFACE.  IT IS 16.8 M (55.1 FT) SOUTH OF THE
 LH1303'CENTERLINE OF A GRADED ROAD, 21.314 M (69.928 FT) SOUTHWEST OF
 LH1303'REFERENCE MARK 1, 19.323 M (63.396 FT) NORTH-NORTHEAST OF REFERENCE
 LH1303'MARK 2, 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF A TRACK ROAD, 6.71 M
 LH1303'(22.01 FT) SOUTHEAST OF THE FENCE CORNER AT THE NORTHWEST CORNER OF
 LH1303'THE AIRPORT PROPERTY, 4.57 M (14.99 FT) EAST OF THE NORTH-SOUTH FENCE
 LH1303'AND 0.61 M (2.00 FT) NORTH OF A WITNESS POST.
 LH1303
 LH1303                          STATION RECOVERY (2005)
 LH1303
 LH1303'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1303'RECOVERED IN GOOD CONDITION.
 LH1303
 LH1303                          STATION RECOVERY (2016)
 LH1303
 LH1303'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 LH1303'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1418 ***********************************************************************
 LH1418  DESIGNATION -  BASE RM 1
 LH1418  PID         -  LH1418
 LH1418  STATE/COUNTY-  NE/BUFFALO
 LH1418  COUNTRY     -  US
 LH1418  USGS QUAD   -  KEARNEY (2017)
 LH1418
 LH1418                         *CURRENT SURVEY CONTROL
 LH1418  ______________________________________________________________________
 LH1418* NAD 83(1995) POSITION- 40 44 59.60335(N) 099 01 00.19072(W)   ADJUSTED
 LH1418* NAVD 88 ORTHO HEIGHT -   654.    (meters)     2146.    (feet) SCALED
 LH1418  ______________________________________________________________________
 LH1418  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 LH1418  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LH1418  HORZ ORDER      -  THIRD
 LH1418
 LH1418.This mark is at Kearney Municipal Airport (EAR)
 LH1418
 LH1418.The horizontal coordinates were established by classical geodetic methods
 LH1418.and adjusted by the National Geodetic Survey in August 1997.
 LH1418
 LH1418.The orthometric height was scaled from a topographic map.
 LH1418
 LH1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1418.GEOID18 height accuracy estimate available here.
 LH1418
 LH1418.Click photographs - Photos may exist for this station.
 LH1418
 LH1418.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1418
 LH1418. The following values were computed from the NAD 83(1995) position.
 LH1418
 LH1418;                    North         East     Units Scale Factor Converg.
 LH1418;SPC NE       -   102,235.674   583,017.438   MT  0.99974495   +0 39 05.8
 LH1418;SPC NE       -   335,418.21  1,912,783.04   sFT  0.99974495   +0 39 05.8
 LH1418;UTM  14      - 4,510,993.198   498,588.550   MT  0.99960002   -0 00 39.3
 LH1418
 LH1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1418!SPC NE       -   0.99990125  x   0.99974495  =   0.99964623
 LH1418!UTM  14      -   0.99990125  x   0.99960002  =   0.99950131
 LH1418
 LH1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9858810993(NAD 83)
 LH1418
 LH1418                          SUPERSEDED SURVEY CONTROL
 LH1418
 LH1418  NAD 83(1986)-  40 44 59.61043(N)    099 01 00.19131(W) AD(       ) 3
 LH1418
 LH1418.Superseded values are not recommended for survey control.
 LH1418
 LH1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1418.See file dsdata.pdf to determine how the superseded data were derived.
 LH1418
 LH1418_MARKER: DR = REFERENCE MARK DISK
 LH1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1418_STAMPING: BASE NO 1 1950
 LH1418_MARK LOGO: CGS
 LH1418_PROJECTION: FLUSH
 LH1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1418+STABILITY: SURFACE MOTION
 LH1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1418+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1418
 LH1418  HISTORY     - Date     Condition        Report By
 LH1418  HISTORY     - 1950     MONUMENTED       CGS
 LH1418  HISTORY     - 19860516 GOOD             NGS
 LH1418  HISTORY     - 20050308 GOOD             NEDR
 LH1418
 LH1418                          STATION DESCRIPTION
 LH1418
 LH1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1418'THE MARK WAS RECOVERED IN GOOD CONDITION.  THERE HAS BEEN NO SEPARATE
 LH1418'STAND ALONE DESCRIPTION FOR THIS MARK. DUE TO THE ABOVE AND OTHER
 LH1418'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1418'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF KEARNEY, 5.6
 LH1418'KM (3.50 MI) NORTH OF U.S. HIGHWAY 30, 5.6 KM (3.50 MI) EAST OF THE
 LH1418'JUNCTION OF STATE HIGHWAYS 10 AND 40 AND AT THE NORTHWEST CORNER OF
 LH1418'THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KEARNEY, KEARNEY
 LH1418'MUNICIPAL AIRPORT, RODNEY A JOHNSON, AIRPORT MANAGER, P.O. BOX 484,
 LH1418'KEARNEY, NEBRASKA 68847.  TELEPHONE 308-234-2318.
 LH1418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, WITH STATE
 LH1418'HIGHWAYS 10 AND 44 IN KEARNEY, GO NORTH ON STATE HIGHWAY 10 FOR 5.71
 LH1418'KM (3.55 MI) TO STATE HIGHWAY 40 ON THE LEFT AND A GRAVELED ROAD ON
 LH1418'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5.79 KM
 LH1418'(3.60 MI) TO THE STATION ON THE RIGHT, AT A TRACK ROAD LEADING SOUTH.
 LH1418'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 30 CM (12 IN) SQUARE
 LH1418'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LH1418'THE MARK IS 15.39 M (50.5 FT) EAST FROM THE CENTERLINE OF THE TRACK
 LH1418'ROAD, 11.58 M (38.0 FT) SOUTH FROM THE CENTERLINE OF THE GRAVEDLED
 LH1418'ROAD AND 0.3 M (1.0 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE.
 LH1418'DESCRIBED BY J.A. ODUM
 LH1418
 LH1418                          STATION RECOVERY (2005)
 LH1418
 LH1418'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1419 ***********************************************************************
 LH1419  DESIGNATION -  BASE RM 2
 LH1419  PID         -  LH1419
 LH1419  STATE/COUNTY-  NE/BUFFALO
 LH1419  COUNTRY     -  US
 LH1419  USGS QUAD   -  KEARNEY (2017)
 LH1419
 LH1419                         *CURRENT SURVEY CONTROL
 LH1419  ______________________________________________________________________
 LH1419* NAD 83(1995) POSITION- 40 44 58.83276(N) 099 01 01.25728(W)   ADJUSTED
 LH1419* NAVD 88 ORTHO HEIGHT -   654.    (meters)     2146.    (feet) SCALED
 LH1419  ______________________________________________________________________
 LH1419  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 LH1419  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1419  HORZ ORDER      -  THIRD
 LH1419
 LH1419.This mark is at Kearney Municipal Airport (EAR)
 LH1419
 LH1419.The horizontal coordinates were established by classical geodetic methods
 LH1419.and adjusted by the National Geodetic Survey in August 1997.
 LH1419
 LH1419.The orthometric height was scaled from a topographic map.
 LH1419
 LH1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1419.GEOID18 height accuracy estimate available here.
 LH1419
 LH1419.Click photographs - Photos may exist for this station.
 LH1419
 LH1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1419
 LH1419. The following values were computed from the NAD 83(1995) position.
 LH1419
 LH1419;                    North         East     Units Scale Factor Converg.
 LH1419;SPC NE       -   102,211.627   582,992.696   MT  0.99974500   +0 39 05.1
 LH1419;SPC NE       -   335,339.31  1,912,701.87   sFT  0.99974500   +0 39 05.1
 LH1419;UTM  14      - 4,510,969.442   498,563.535   MT  0.99960003   -0 00 40.0
 LH1419
 LH1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1419!SPC NE       -   0.99990125  x   0.99974500  =   0.99964628
 LH1419!UTM  14      -   0.99990125  x   0.99960003  =   0.99950132
 LH1419
 LH1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9856310969(NAD 83)
 LH1419
 LH1419                          SUPERSEDED SURVEY CONTROL
 LH1419
 LH1419  NAD 83(1986)-  40 44 58.83918(N)    099 01 01.25877(W) AD(       ) 3
 LH1419
 LH1419.Superseded values are not recommended for survey control.
 LH1419
 LH1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1419.See file dsdata.pdf to determine how the superseded data were derived.
 LH1419
 LH1419_MARKER: DR = REFERENCE MARK DISK
 LH1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1419_STAMPING: BASE NO 2 1950
 LH1419_MARK LOGO: CGS
 LH1419_PROJECTION: FLUSH
 LH1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1419+STABILITY: SURFACE MOTION
 LH1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1419+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 LH1419
 LH1419  HISTORY     - Date     Condition        Report By
 LH1419  HISTORY     - 1950     MONUMENTED       CGS
 LH1419  HISTORY     - 19860516 GOOD             NGS
 LH1419
 LH1419                          STATION DESCRIPTION
 LH1419
 LH1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1419'THE MARK WAS RECOVERED IN GOOD CONDITION.  THERE HAS BEEN NO SEPARATE
 LH1419'STAND ALONE DESCRIPTION FOR THIS MARK. DUE TO THE ABOVE AND OTHER
 LH1419'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1419'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF KEARNEY, 5.6
 LH1419'KM (3.50 MI) NORTH OF U.S. HIGHWAY 30, 5.6 KM (3.50 MI) EAST OF THE
 LH1419'JUNCTION OF STATE HIGHWAYS 10 AND 40 AND AT THE NORTHWEST CORNER OF
 LH1419'THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KEARNEY, KEARNEY
 LH1419'MUNICIPAL AIRPORT, RODNEY A JOHNSON, AIRPORT MANAGER, P.O. BOX 484,
 LH1419'KEARNEY, NEBRASKA 68847.  TELEPHONE 308-234-2318.
 LH1419'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, WITH STATE
 LH1419'HIGHWAYS 10 AND 44 IN KEARNEY, GO NORTH ON STATE HIGHWAY 10 FOR 5.71
 LH1419'KM (3.55 MI) TO STATE HIGHWAY 40 ON THE LEFT AND A GRAVELED ROAD ON
 LH1419'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5.79 KM
 LH1419'(3.60 MI) TO THE STATION ON THE RIGHT, AT A TRACK ROAD LEADING SOUTH.
 LH1419'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 30 CM (12 IN) SQUARE
 LH1419'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LH1419'THE MARK IS 36.58 M (120.0 FT) SOUTH FROM THE CENTERLINE OF THE
 LH1419'GRAVELED ROAD, 10.97 M (36.0 FT) WEST FROM THE CENTERLINE OF THE TRACK
 LH1419'ROAD AND  0.3 M (1.0 FT) EAST FROM THE FENCE ALONG THE WEST SIDE OF
 LH1419'THE AIRPORT.
 LH1419'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0716 ***********************************************************************
 NN0716  DESIGNATION -  BASIN
 NN0716  PID         -  NN0716
 NN0716  STATE/COUNTY-  NE/BOYD
 NN0716  COUNTRY     -  US
 NN0716  USGS QUAD   -  NAPER (2017)
 NN0716
 NN0716                         *CURRENT SURVEY CONTROL
 NN0716  ______________________________________________________________________
 NN0716* NAD 83(1995) POSITION- 42 55 54.17904(N) 099 01 10.32702(W)   ADJUSTED
 NN0716* NAVD 88 ORTHO HEIGHT -   633.    (meters)     2077.    (feet) SCALED
 NN0716  ______________________________________________________________________
 NN0716  GEOID HEIGHT    -        -25.452 (meters)                     GEOID18
 NN0716  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 NN0716  HORZ ORDER      -  FIRST
 NN0716
 NN0716.The horizontal coordinates were established by classical geodetic methods
 NN0716.and adjusted by the National Geodetic Survey in August 1997.
 NN0716
 NN0716.The orthometric height was scaled from a topographic map.
 NN0716
 NN0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0716.GEOID18 height accuracy estimate available here.
 NN0716
 NN0716.Click photographs - Photos may exist for this station.
 NN0716
 NN0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0716
 NN0716. The following values were computed from the NAD 83(1995) position.
 NN0716
 NN0716;                    North         East     Units Scale Factor Converg.
 NN0716;SPC NE       -   344,489.391   580,032.350   MT  0.99996939   +0 38 59.1
 NN0716;SPC NE       - 1,130,212.28  1,902,989.47   sFT  0.99996939   +0 38 59.1
 NN0716;SPC SD S     -    67,323.788   707,240.102   MT  0.99997816   +0 54 22.8
 NN0716;SPC SD S     -   220,878.13  2,320,336.90   sFT  0.99997816   +0 54 22.8
 NN0716;UTM  14      - 4,753,232.249   498,405.949   MT  0.99960003   -0 00 47.9
 NN0716
 NN0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0716!SPC NE       -   0.99990469  x   0.99996939  =   0.99987408
 NN0716!SPC SD S     -   0.99990469  x   0.99997816  =   0.99988285
 NN0716!UTM  14      -   0.99990469  x   0.99960003  =   0.99950475
 NN0716
 NN0716:                Primary Azimuth Mark                     Grid Az
 NN0716:SPC NE       -  BASIN AZ MK                              113 13 58.0
 NN0716:SPC SD S     -  BASIN AZ MK                              112 58 34.3
 NN0716:UTM  14      -  BASIN AZ MK                              113 53 45.0
 NN0716
 NN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9840553232(NAD 83)
 NN0716
 NN0716|---------------------------------------------------------------------|
 NN0716| PID    Reference Object                     Distance      Geod. Az  |
 NN0716|                                                           dddmmss.s |
 NN0716| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.17.1 KM 0191747.7 |
 NN0716| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.15.2 KM 0423829.9 |
 NN0716| CO2190 BASIN RM 1                            6.467 METERS 08644     |
 NN0716| NN0711 BUTTE MUNICIPAL TANK                APPROX.14.2 KM 0982321.9 |
 NN0716| CO2189 BASIN AZ MK                                        1135257.1 |
 NN0716| CO2191 BASIN RM 2                            8.930 METERS 19553     |
 NN0716|---------------------------------------------------------------------|
 NN0716
 NN0716                          SUPERSEDED SURVEY CONTROL
 NN0716
 NN0716  NAD 83(1986)-  42 55 54.18626(N)    099 01 10.33457(W) AD(       ) 1
 NN0716  NAD 27      -  42 55 54.19000(N)    099 01 08.99700(W) AD(       ) 1
 NN0716
 NN0716.Superseded values are not recommended for survey control.
 NN0716
 NN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0716.See file dsdata.pdf to determine how the superseded data were derived.
 NN0716
 NN0716_MARKER: DS = TRIANGULATION STATION DISK
 NN0716_SETTING: 66 = SET IN ROCK OUTCROP
 NN0716_STAMPING: BASIN 1940
 NN0716_MARK LOGO: CGS
 NN0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NN0716+STABILITY: POSITION/ELEVATION WELL
 NN0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0716+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 NN0716
 NN0716  HISTORY     - Date     Condition        Report By
 NN0716  HISTORY     - 1940     MONUMENTED       CGS
 NN0716  HISTORY     - 1949     GOOD             CGS
 NN0716  HISTORY     - 20100402 GOOD             INDIV
 NN0716
 NN0716                          STATION DESCRIPTION
 NN0716
 NN0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0716'STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERN OF TWO
 NN0716'HIGH ROCKY BUTTES, IN THE SOUTHEAST CORNER OF SEC. 12, T. 34 N.,
 NN0716'R. 15 W., 2-1/2 MILES SOUTH AND 4 MILES EAST OF NAPER, ON LAND
 NN0716'OWNED BY J.A. GRIFFEN.
 NN0716'
 NN0716'TO REACH FROM BUTTE GO WEST ON STATE HIGHWAY 12 FOR 9.2 MILES
 NN0716'TO THE AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY, CONTINUE
 NN0716'0.2 MILE TO A SHARP TURN TO RIGHT, CONTINUE STRAIGHT AHEAD
 NN0716'0.1 MILE TO A GATE IN A SOUTHEAST FENCE CORNER, TURN RIGHT
 NN0716'THROUGH GATE AND GO 0.2 MILE NORTH UP HILL TO TOP OF BUTTE AND
 NN0716'STATION NEAR SOUTH EDGE.
 NN0716'
 NN0716'STATION MARK IS SET FLUSH IN BEDROCK, STAMPED BASIN 1940, AND
 NN0716'IS 30 FEET NORTH OF THE SOUTH EDGE OF BUTTE.
 NN0716'
 NN0716'REFERENCE MARK NO. 1 IS SET FLUSH IN BEDROCK AT THE EAST EDGE
 NN0716'OF THE BUTTE.  THE MARK IS STAMPED BASIN NO. 1 1940.
 NN0716'
 NN0716'REFERENCE MARK NO. 2 IS SET FLUSH IN BEDROCK AT THE SOUTH
 NN0716'EDGE OF THE BUTTE.  THE MARK IS STAMPED BASIN NO. 2 1940.
 NN0716'
 NN0716'THE AZIMUTH MARK IS STAMPED BASIN 1940 AND PROJECTS 4 INCHES.
 NN0716'IT IS 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 12 AND
 NN0716'1 FOOT NORTH OF A FENCE.
 NN0716'
 NN0716'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0716
 NN0716                          STATION RECOVERY (1949)
 NN0716
 NN0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0716'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 NN0716'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0716'
 NN0716'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0716'
 NN0716'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF BUTTE AND 6.0
 NN0716'MILES SOUTHEAST OF NAPER ON LAND OWNED BY MR. E.J. PETERSON.
 NN0716'IT IS ON THE HIGHEST AND MOST SOUTHERN OF TWO ROCKY BUTTES,
 NN0716'30 FEET NORTH OF THE SOUTH EDGE OF THE BUTTE.  IT IS STAMPED
 NN0716'BASIN 1940 AND SET FLUSH WITH THE BEDROCK SURFACE.
 NN0716'
 NN0716'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON THE EAST
 NN0716'EDGE OF THE BUTTE.  IT IS STAMPED BASIN R.M. 1 1940 AND SET
 NN0716'FLUSH WITH THE SURFACE OF OUTCROPPING BEDROCK.
 NN0716'
 NN0716'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ON THE
 NN0716'SOUTH SLOPE OF THE BUTTE AND ABOUT 8 FEET LOWER THAN THE STATION
 NN0716'IN ELEVATION.  IT IS STAMPED BASIN R.M. 2 1940 AND SET FLUSH
 NN0716'WITH THE SURFACE OF OUTCROPPING BEDROCK.
 NN0716'
 NN0716'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 38 FEET
 NN0716'SOUTH OF THE CENTER OF STATE HIGHWAY 12, 15 FEET SOUTHWEST OF
 NN0716'POWER LINE POLE, 2 FEET WEST OF WITNESS POST AND 1 FOOT NORTH
 NN0716'OF EAST-WEST FENCE LINE.  IT IS STAMPED BASIN 1940 AND PROJECTS
 NN0716'4 INCHES.
 NN0716'
 NN0716'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH END OF
 NN0716'MAIN STREET AND STATE HIGHWAY 12 IN BUTTE, GO WEST ON STATE
 NN0716'HIGHWAY 12 FOR 8.8 MILES TO CROSSROADS AT SCHOOL HOUSE ON
 NN0716'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 12 FOR 0.8 MILE TO
 NN0716'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON STATE
 NN0716'HIGHWAY 12 FOR 0.15 MILE TO FORKS, TAKE RIGHT FORK AND GO NORTH
 NN0716'ON STATE HIGHWAY 12 FOR 0.2 MILE TO POINT STRAIGHT EAST OF
 NN0716'HIGH BUTTE AND END OF TRUCK TRAVEL, PACK WEST FOR ABOUT 0.2
 NN0716'MILE TO TOP OF BUTTE AND STATION AS DESCRIBED.
 NN0716'
 NN0716'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0716'
 NN0716'A 4 FOOT SIGNAL AT STATION BOYD IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 4 FOOT SIGNAL AT STATION SANDY IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 4 FOOT SIGNAL AT STATION CLAY IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 74 FOOT SIGNAL AT STATION HIGGINS 1934 IS VISIBLE AT 4 FEET.
 NN0716
 NN0716                          STATION RECOVERY (2010)
 NN0716
 NN0716'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 NN0716'THE STATION AND TWO REFERENCE MARKS WERE FOUND AS DESCRIBED.  THE
 NN0716'LOCATION OF THE MARKERS IS OBVIOUS AND THE PREVIOUS DESCRIPTIONS ARE
 NN0716'SUFFICIENT.  THE AZIMUTH MARK WAS NOT SEARCH FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0487 ***********************************************************************
 NN0487  DESIGNATION -  BASSETT
 NN0487  PID         -  NN0487
 NN0487  STATE/COUNTY-  NE/ROCK
 NN0487  COUNTRY     -  US
 NN0487  USGS QUAD   -  BASSETT (2017)
 NN0487
 NN0487                         *CURRENT SURVEY CONTROL
 NN0487  ______________________________________________________________________
 NN0487* NAD 83(1995) POSITION- 42 34 22.65097(N) 099 31 48.69488(W)   ADJUSTED
 NN0487* NAVD 88 ORTHO HEIGHT -   739.460 (meters)     2426.05  (feet) ADJUSTED
 NN0487  ______________________________________________________________________
 NN0487  GEOID HEIGHT    -        -23.249 (meters)                     GEOID18
 NN0487  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 NN0487  DYNAMIC HEIGHT  -        739.159 (meters)     2425.06  (feet) COMP
 NN0487  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 NN0487
 NN0487  HORZ ORDER      -  FIRST
 NN0487  VERT ORDER      -  FIRST     CLASS II
 NN0487
 NN0487.The horizontal coordinates were established by classical geodetic methods
 NN0487.and adjusted by the National Geodetic Survey in August 1997.
 NN0487
 NN0487.The orthometric height was determined by differential leveling and
 NN0487.adjusted by the NATIONAL GEODETIC SURVEY
 NN0487.in June 1991.
 NN0487
 NN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0487.GEOID18 height accuracy estimate available here.
 NN0487
 NN0487.Click photographs - Photos may exist for this station.
 NN0487
 NN0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0487
 NN0487.The dynamic height is computed by dividing the NAVD 88
 NN0487.geopotential number by the normal gravity value computed on the
 NN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0487.degrees latitude (g = 980.6199 gals.).
 NN0487
 NN0487.The modeled gravity was interpolated from observed gravity values.
 NN0487
 NN0487. The following values were computed from the NAD 83(1995) position.
 NN0487
 NN0487;                    North         East     Units Scale Factor Converg.
 NN0487;SPC NE       -   304,290.803   538,566.084   MT  0.99983231   +0 18 40.8
 NN0487;SPC NE       -   998,327.41  1,766,945.56   sFT  0.99983231   +0 18 40.8
 NN0487;UTM  14      - 4,713,530.556   456,486.718   MT  0.99962329   -0 21 31.3
 NN0487
 NN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0487!SPC NE       -   0.99988769  x   0.99983231  =   0.99972002
 NN0487!UTM  14      -   0.99988769  x   0.99962329  =   0.99951102
 NN0487
 NN0487:                Primary Azimuth Mark                     Grid Az
 NN0487:SPC NE       -  BASSETT MUNICIPAL TANK                   340 12 23.1
 NN0487:UTM  14      -  BASSETT MUNICIPAL TANK                   340 52 35.2
 NN0487
 NN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5648613530(NAD 83)
 NN0487
 NN0487|---------------------------------------------------------------------|
 NN0487| PID    Reference Object                     Distance      Geod. Az  |
 NN0487|                                                           dddmmss.s |
 NN0487| NN0488 BASSETT RM 1                         35.067 METERS 04553     |
 NN0487| NN0731 NEWPORT STACK                       APPROX.16.6 KM 0784345.3 |
 NN0487| NN0732 NEWPORT MUNICIPAL TANK              APPROX.17.0 KM 0785126.1 |
 NN0487| NN0489 BASSETT RM 2                         35.235 METERS 16807     |
 NN0487| CO2193 BASSETT AZ MK RESET                                2560404.6 |
 NN0487| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.27.7 KM 2644528.1 |
 NN0487| NN0486 BASSETT AZ MK                                      3171444.4 |
 NN0487| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX. 1.2 KM 3363034.3 |
 NN0487| NN0781 BASSETT MUNICIPAL TANK              APPROX. 1.7 KM 3403103.9 |
 NN0487| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX. 0.7 KM 3560142.5 |
 NN0487|---------------------------------------------------------------------|
 NN0487
 NN0487                          SUPERSEDED SURVEY CONTROL
 NN0487
 NN0487  NAD 83(1986)-  42 34 22.65710(N)    099 31 48.70505(W) AD(       ) 1
 NN0487  NAD 27      -  42 34 22.65700(N)    099 31 47.28200(W) AD(       ) 1
 NN0487  NGVD 29 (??/??/92)  739.213  (m)         2425.23   (f) ADJ UNCH    1 2
 NN0487  NGVD 29             739.21   (m)         2425.2    (f) LEVELING    3  
 NN0487
 NN0487.Superseded values are not recommended for survey control.
 NN0487
 NN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0487.See file dsdata.pdf to determine how the superseded data were derived.
 NN0487
 NN0487_MARKER: DS = TRIANGULATION STATION DISK
 NN0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0487_STAMPING: BASSETT 1934
 NN0487_MARK LOGO: CGS
 NN0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0487+STABILITY: SURFACE MOTION
 NN0487
 NN0487  HISTORY     - Date     Condition        Report By
 NN0487  HISTORY     - 1934     MONUMENTED       CGS
 NN0487  HISTORY     - 1934     GOOD             CGS
 NN0487  HISTORY     - 1935     GOOD             CGS
 NN0487  HISTORY     - 1949     GOOD             CGS
 NN0487  HISTORY     - 1956     GOOD             CGS
 NN0487
 NN0487                          STATION DESCRIPTION
 NN0487
 NN0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0487'STATION IS LOCATED NEAR THE CENTER OF SEC. 15 ON THE
 NN0487'SOUTHWESTERNMOST OF TWO HIGH SAND HILLS APPROXIMATELY 1.0 MILE
 NN0487'SOUTHEAST OF BASSETT, 80 YARDS WEST OF HALF-SECTION LINE,
 NN0487'T. 30 N., R. 19 W., 240 FEET WEST OF NORTH-SOUTH FENCE LINE,
 NN0487'440 FEET NORTH OF EAST-WEST FENCE-LINE, 20 FEET SOUTHEAST OF
 NN0487'LARGE CONCRETE SLAB (SQUARE MARK).
 NN0487'
 NN0487'STATION IS REACHED FROM THE POST OFFICE IN BASSETT BY GOING
 NN0487'EAST TWO BLOCKS TO COURTHOUSE, TURN RIGHT (SOUTH), GO SOUTH
 NN0487'0.4 MILE TO U.S. HIGHWAY 20 AND CONOCO GAS STATION IN SOUTHEAST
 NN0487'CORNER.  CONTINUE SOUTH 1/4 MILE AND PASS THROUGH GATE, TURN
 NN0487'LEFT (EAST) AND GO 0.5 MILE TO SECOND GATE, ENTER SAME AND
 NN0487'FOLLOW ROAD TO STUCCO HOUSE ON LEFT.  DRIVE SOUTHEAST UP SAND
 NN0487'HILL TO TOP AND STATION.
 NN0487'
 NN0487'REFERENCE MARK NO. 1 IS ON TOP OF SMALL RIDGE RUNNING
 NN0487'NORTH-NORTHEAST FROM STATION HILL, 163 FEET WEST OF NORTH-SOUTH
 NN0487'FENCE LINE 115.03 FEET NORTHEAST OF STATION (SQUARE MARK).
 NN0487'
 NN0487'REFERENCE MARK NO. 2 IS LOCATED ON SOUTH SLOPE OF STATION
 NN0487'HILL, 295 FEET NORTH OF EAST-WEST FENCE-LINE, 237 FEET WEST
 NN0487'OF NORTH-SOUTH FENCE-LINE 115.60 FEET SOUTH BY EAST OF STATION
 NN0487'(SQUARE MARK).
 NN0487'
 NN0487'AZIMUTH MARK IS 0.7 MILE NORTHWEST OF STATION, 34 FEET NORTH
 NN0487'OF CENTERLINE OF U.S. HIGHWAY 83, 4 FEET EAST OF FENCE CORNER.
 NN0487'REACHED FROM STATION BY FOLLOWING DESCRIPTION BACK TO U.S.
 NN0487'HIGHWAY 83, THENCE TURN LEFT (WEST) AND GO 100 FEET BEYOND
 NN0487'INTERSECTION OF U.S. HIGHWAY 83 WITH MAIN GRAVEL HIGHWAY OF
 NN0487'BASSETT.
 NN0487'
 NN0487'WITNESS MARK IS A METAL SPIKE SET IN BLOCK OF GRANITE (A
 NN0487'GRAVESTONE MARKED BERRY).  SPIKE PROJECTS 2 INCHES AND WAS
 NN0487'USED AS A CONNECTION FOR THE BASE AND SHAFT OF GRAVESTONE,
 NN0487'SHAFT IS NOW LAYING ON THE GROUND.  MARK IS 82 FEET NORTH OF
 NN0487'FENCE, 454.4 FT SOUTHEAST BY SOUTH OF STATION.
 NN0487'
 NN0487'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0487
 NN0487                          STATION RECOVERY (1934)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NN0487'0.4 MI S FROM BASSETT.
 NN0487'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE
 NN0487'AT BASSETT, ROCK COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0487'20, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, AND THENCE 0.4
 NN0487'MILE SOUTHEAST ALONG A FARM TRACK ROAD, ON THE TOP OF THE
 NN0487'HIGHEST SAND HILL IN THE LOCALITY, AND 1 FOOT SOUTH OF A WHITE
 NN0487'WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK,
 NN0487'STAMPED BASSETT 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0487'PROJECTING 8 INCHES ABOVE GROUND.
 NN0487
 NN0487                          STATION RECOVERY (1935)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 NN0487'A PART OF THE DESCRIPTION READS AND PASS THROUGH GATE, TURN
 NN0487'LEFT (EAST) AND GO 0.5 MILE TO SECOND GATE.  THIS DISTANCE
 NN0487'IS 0.05 MILE.
 NN0487
 NN0487                          STATION RECOVERY (1949)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0487'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NN0487'WERE RECOVERED AND ARE IN GOOD CONDITION.  THE OLD AZIMUTH
 NN0487'MARK WAS DESTROYED AFTER BEING TILTED OUT OF POSITION BY
 NN0487'ROAD MAINTAINER AND A NEW AZIMUTH MARK SET.
 NN0487'
 NN0487'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NN0487'
 NN0487'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF BASSETT
 NN0487'ON THE SOUTHWEST OF TWO HIGH SAND HILLS.  IT IS ON THE HIGHEST
 NN0487'POINT OF HILL, 440 FEET NORTH OF EAST-WEST FENCE LINE, 240 FEET
 NN0487'WEST OF NORTH-SOUTH FENCE LINE AND 6 FEET NORTHEAST OF WITNESS
 NN0487'POST.  IT IS STAMPED BASSETT 1934 AND PROJECTS 6 INCHES.
 NN0487'
 NN0487'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE
 NN0487'TOP OF SMALL RIDGE RUNNING NORTHEAST FROM STATION AND 1 FOOT
 NN0487'SOUTH OF WITNESS POST.  IT IS STAMPED BASSETT NO 1 1934 AND
 NN0487'PROJECTS 6 INCHES.
 NN0487'
 NN0487'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, ON
 NN0487'THE SOUTH SLOPE OF THE HILL AND 1 FOOT NORTH OF WITNESS POST.
 NN0487'IT IS STAMPED BASSETT NO 2 1934 AND PROJECTS 6 INCHES.
 NN0487'
 NN0487'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 34 FEET
 NN0487'EAST OF THE CENTER OF U.S. HIGHWAY 183, 6 FEET NORTH OF
 NN0487'T-FENCE CORNER AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0487'IT IS STAMPED BASSETT 1934 RESET 1949 AND PROJECTS 2 INCHES.
 NN0487'
 NN0487'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 NN0487'20 AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON
 NN0487'U.S. HIGHWAY 183 FOR 0.55 MILE TO T-FENCE INTERSECTION ON THE
 NN0487'LEFT AND AZIMUTH MARK JUST NORTH AS DESCRIBED.
 NN0487'
 NN0487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NN0487'AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO EAST ON U.S.
 NN0487'HIGHWAYS 20 AND 183 FOR 2 BLOCKS TO CROSSROADS AT THE THOMPSON
 NN0487'MOTEL, TURN RIGHT AND GO SOUTH ON GRAVELED STREET FOR 0.25
 NN0487'MILE TO T-ROAD LEFT, TURN LEFT AND GO EAST ON TRACK ROAD
 NN0487'FOR 0.1 MILE TO FENCE LINE WITH GATE ABOUT 300 FEET
 NN0487'NORTH-NORTHWEST OF BARN, GO THROUGH GATE AND CONTINUE UPHILL
 NN0487'ON DIM TRACK ROAD FOR 0.1 MILE TO OPENING IN FENCE JUST
 NN0487'SOUTHEAST OF WINDMILL, CONTINUE SOUTHEAST ON TRACK ROAD FOR
 NN0487'0.15 MILE TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 NN0487'
 NN0487'A 4 FOOT SIGNAL AT STATION MINNIG IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 74 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 4 FOOT SIGNAL AT STATION LONE PINE IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 4 FOOT SIGNAL AT STATION MID IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 74 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0487
 NN0487                          STATION RECOVERY (1956)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NN0487'STATION WAS RECOVERED AS DESCRIBED BY R.L. ENGDAHL IN 1949
 NN0487'AND ALL MARKS WERE FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH
 NN0487'MARK WHICH WILL BE DESTROYED BY ROAD WORK ON U.S. HIGHWAY
 NN0487'183.  THE AZIMUTH MARK WAS RESET ON LINE AWAY FROM THE STATION.
 NN0487'THE DESCRIPTION BY R.L.E. IN 1949 IS ADEQUATE.  A BRIEF
 NN0487'DESCRIPTION OF THE RESET AZIMUTH MARK FOLLOWS.
 NN0487'
 NN0487'AZIMUTH MARK (RESET) IS 0.5 MILE WEST-SOUTHWEST OF THE STATION,
 NN0487'104 FEET WEST OF THE CENTER OF NEW U.S. HIGHWAY 183, 29 FEET
 NN0487'NORTH-NORTHWEST OF A POWER POLE, 2 FEET SOUTH OF A WITNESS
 NN0487'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE
 NN0487'SURFACE OF THE GROUND AND THE DISK IS STAMPED BASSETT 1934
 NN0487'RESET 1956.
 NN0487'
 NN0487'TO REACH THE AZIMUTH FROM THE JUNCTION OF U.S. HIGHWAYS
 NN0487'20 AND 183 IN BASSETT, GO SOUTH ON U.S. HIGHWAY 183 FOR 0.55
 NN0487'MILE TO THE AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0486 ***********************************************************************
 NN0486  DESIGNATION -  BASSETT AZ MK
 NN0486  PID         -  NN0486
 NN0486  STATE/COUNTY-  NE/ROCK
 NN0486  COUNTRY     -  US
 NN0486  USGS QUAD   -  BASSETT (2017)
 NN0486
 NN0486                         *CURRENT SURVEY CONTROL
 NN0486  ______________________________________________________________________
 NN0486* NAD 83(1986) POSITION- 42 34 47.     (N) 099 32 21.     (W)   SCALED
 NN0486* NAVD 88 ORTHO HEIGHT -   708.753 (meters)     2325.30  (feet) ADJUSTED
 NN0486  ______________________________________________________________________
 NN0486  GEOID HEIGHT    -        -23.251 (meters)                     GEOID18
 NN0486  DYNAMIC HEIGHT  -        708.465 (meters)     2324.36  (feet) COMP
 NN0486  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 NN0486
 NN0486  VERT ORDER      -  FIRST     CLASS II
 NN0486
 NN0486.The horizontal coordinates were scaled from a map and have
 NN0486.an estimated accuracy of +/- 6 seconds.
 NN0486
 NN0486.The orthometric height was determined by differential leveling and
 NN0486.adjusted by the NATIONAL GEODETIC SURVEY
 NN0486.in June 1991.
 NN0486
 NN0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0486.GEOID18 height accuracy estimate available here.
 NN0486
 NN0486.Click photographs - Photos may exist for this station.
 NN0486
 NN0486.The dynamic height is computed by dividing the NAVD 88
 NN0486.geopotential number by the normal gravity value computed on the
 NN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0486.degrees latitude (g = 980.6199 gals.).
 NN0486
 NN0486.The modeled gravity was interpolated from observed gravity values.
 NN0486
 NN0486;                    North         East    Units  Estimated Accuracy
 NN0486;SPC NE       -   305,040.      537,830.      MT  (+/- 180 meters Scaled)
 NN0486
 NN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557142(NAD 83)
 NN0486
 NN0486                          SUPERSEDED SURVEY CONTROL
 NN0486
 NN0486  NGVD 29 (??/??/92)  708.505  (m)         2324.49   (f) ADJ UNCH    1 2
 NN0486
 NN0486.Superseded values are not recommended for survey control.
 NN0486
 NN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0486.See file dsdata.pdf to determine how the superseded data were derived.
 NN0486
 NN0486_MARKER: DR = REFERENCE MARK DISK
 NN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0486_STAMPING: BASSETT AZI 1934
 NN0486_MARK LOGO: CGS
 NN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0486+STABILITY: SURFACE MOTION
 NN0486
 NN0486  HISTORY     - Date     Condition        Report By
 NN0486  HISTORY     - 1934     MONUMENTED       CGS
 NN0486
 NN0486                          STATION DESCRIPTION
 NN0486
 NN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0486'0.4 MI S FROM BASSETT.
 NN0486'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0486'BASSETT, ROCK COUNTY, 61 YARDS NORTHWEST OF A LARGE BASSETT
 NN0486'SIGN, NEAR THE INTERSECTION OF U.S. HIGHWAY 20, 50 YARDS WEST OF
 NN0486'THE CENTERLINE OF U.S. HIGHWAY 183, 34 FEET NORTH OF THE
 NN0486'CENTERLINE OF U.S. HIGHWAY 20, 1 FOOT NORTH OF A WHITE WOODEN
 NN0486'WITNESS POST, AND LEVEL WITH U.S. HIGHWAY 20.  A STANDARD
 NN0486'REFERENCE-MARK DISK, STAMPED BASSETT AZI 1934 AND SET IN THE
 NN0486'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0782 ***********************************************************************
 NN0782  DESIGNATION -  BASSETT COURTHOUSE CUPOLA FLAG
 NN0782  PID         -  NN0782
 NN0782  STATE/COUNTY-  NE/ROCK
 NN0782  COUNTRY     -  US
 NN0782  USGS QUAD   -  BASSETT (2017)
 NN0782
 NN0782                         *CURRENT SURVEY CONTROL
 NN0782  ______________________________________________________________________
 NN0782* NAD 83(1995) POSITION- 42 34 57.48942(N) 099 32 09.18428(W)   ADJUSTED
 NN0782  ______________________________________________________________________
 NN0782  GEOID HEIGHT    -        -23.264 (meters)                     GEOID18
 NN0782  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 NN0782  HORZ ORDER      -  THIRD
 NN0782
 NN0782.The horizontal coordinates were established by classical geodetic methods
 NN0782.and adjusted by the National Geodetic Survey in August 1997.
 NN0782
 NN0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0782.GEOID18 height accuracy estimate available here.
 NN0782
 NN0782.Click photographs - Photos may exist for this station.
 NN0782
 NN0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0782
 NN0782. The following values were computed from the NAD 83(1995) position.
 NN0782
 NN0782;                    North         East     Units Scale Factor Converg.
 NN0782;SPC NE       -   305,363.088   538,093.108   MT  0.99983549   +0 18 27.2
 NN0782;SPC NE       - 1,001,845.40  1,765,393.81   sFT  0.99983549   +0 18 27.2
 NN0782;UTM  14      - 4,714,608.074   456,026.412   MT  0.99962379   -0 21 45.4
 NN0782
 NN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5602614608(NAD 83)
 NN0782
 NN0782                          SUPERSEDED SURVEY CONTROL
 NN0782
 NN0782  NAD 83(1986)-  42 34 57.49598(N)    099 32 09.19364(W) AD(       ) 3
 NN0782  NAD 27      -  42 34 57.49100(N)    099 32 07.76700(W) AD(       ) 3
 NN0782
 NN0782.Superseded values are not recommended for survey control.
 NN0782
 NN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0782.See file dsdata.pdf to determine how the superseded data were derived.
 NN0782
 NN0782_MARKER: 62 = FLAGPOLE
 NN0782
 NN0782  HISTORY     - Date     Condition        Report By
 NN0782  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0782
 NN0782                          STATION DESCRIPTION
 NN0782
 NN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0782'POINT OBSERVED UPON IS BASE OF FLAGPOLE ATOP CUPOLA ON WHITE
 NN0782'TWO-STORY COURTHOUSE BUILDING IN BASSETT, APPROXIMATELY 60
 NN0782'FEET HIGH, BUILT IN 1910, LOCATED IN SOUTHEAST PART OF CITY.
 NN0782'
 NN0782'INTERSECTION STATION OBSERVED FROM STATION BASSETT, SELDEN,
 NN0782'LAY, AND LAMB.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0783 ***********************************************************************
 NN0783  DESIGNATION -  BASSETT HIGH SCHOOL CHIMNEY
 NN0783  PID         -  NN0783
 NN0783  STATE/COUNTY-  NE/ROCK
 NN0783  COUNTRY     -  US
 NN0783  USGS QUAD   -  BASSETT (2017)
 NN0783
 NN0783                         *CURRENT SURVEY CONTROL
 NN0783  ______________________________________________________________________
 NN0783* NAD 83(1995) POSITION- 42 34 44.12181(N) 099 31 50.71192(W)   ADJUSTED
 NN0783  ______________________________________________________________________
 NN0783  GEOID HEIGHT    -        -23.264 (meters)                     GEOID18
 NN0783  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 NN0783  HORZ ORDER      -  THIRD
 NN0783
 NN0783.The horizontal coordinates were established by classical geodetic methods
 NN0783.and adjusted by the National Geodetic Survey in August 1997.
 NN0783
 NN0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0783.GEOID18 height accuracy estimate available here.
 NN0783
 NN0783.Click photographs - Photos may exist for this station.
 NN0783
 NN0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0783
 NN0783. The following values were computed from the NAD 83(1995) position.
 NN0783
 NN0783;                    North         East     Units Scale Factor Converg.
 NN0783;SPC NE       -   304,952.954   538,516.496   MT  0.99983426   +0 18 39.5
 NN0783;SPC NE       - 1,000,499.82  1,766,782.87   sFT  0.99983426   +0 18 39.5
 NN0783;UTM  14      - 4,714,193.103   456,444.885   MT  0.99962334   -0 21 32.8
 NN0783
 NN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5644414193(NAD 83)
 NN0783
 NN0783                          SUPERSEDED SURVEY CONTROL
 NN0783
 NN0783  NAD 83(1986)-  42 34 44.12858(N)    099 31 50.72141(W) AD(       ) 3
 NN0783  NAD 27      -  42 34 44.12700(N)    099 31 49.29900(W) AD(       ) 3
 NN0783
 NN0783.Superseded values are not recommended for survey control.
 NN0783
 NN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0783.See file dsdata.pdf to determine how the superseded data were derived.
 NN0783
 NN0783_MARKER: 85 = CHIMNEY
 NN0783
 NN0783  HISTORY     - Date     Condition        Report By
 NN0783  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0783
 NN0783                          STATION DESCRIPTION
 NN0783
 NN0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0783'POINT OBSERVED UPON IS CENTER OF STACK, BASSETT HIGH SCHOOL.
 NN0783'APPROX, 6 FT HIGH OF RED BRICK ATOP HIGH SCHOOL BLDG.  LOCATED
 NN0783'SE OF BASSETT ON U.S. 83.  BLDG. BUILT IN 1925.
 NN0783'
 NN0783'INTERSECTION STATION OBSERVED UPON FROM.  BASSETT, SELDEN,
 NN0783'LAY, NEWPORT, LAMB,
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0574 ***********************************************************************
 NN0574  DESIGNATION -  BASSETT MAG STATION
 NN0574  PID         -  NN0574
 NN0574  STATE/COUNTY-  NE/ROCK
 NN0574  COUNTRY     -  US
 NN0574  USGS QUAD   -  BASSETT (2017)
 NN0574
 NN0574                         *CURRENT SURVEY CONTROL
 NN0574  ______________________________________________________________________
 NN0574* NAD 83(1986) POSITION- 42 35 07.     (N) 099 32 11.     (W)   SCALED
 NN0574* NAVD 88 ORTHO HEIGHT -   712.381 (meters)     2337.20  (feet) ADJUSTED
 NN0574  ______________________________________________________________________
 NN0574  GEOID HEIGHT    -        -23.270 (meters)                     GEOID18
 NN0574  DYNAMIC HEIGHT  -        712.092 (meters)     2336.26  (feet) COMP
 NN0574  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 NN0574
 NN0574  VERT ORDER      -  FIRST     CLASS II
 NN0574
 NN0574.The horizontal coordinates were scaled from a map and have
 NN0574.an estimated accuracy of +/- 6 seconds.
 NN0574
 NN0574.The orthometric height was determined by differential leveling and
 NN0574.adjusted by the NATIONAL GEODETIC SURVEY
 NN0574.in June 1991.
 NN0574
 NN0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0574.GEOID18 height accuracy estimate available here.
 NN0574
 NN0574.Click photographs - Photos may exist for this station.
 NN0574
 NN0574.The dynamic height is computed by dividing the NAVD 88
 NN0574.geopotential number by the normal gravity value computed on the
 NN0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0574.degrees latitude (g = 980.6199 gals.).
 NN0574
 NN0574.The modeled gravity was interpolated from observed gravity values.
 NN0574
 NN0574;                    North         East    Units  Estimated Accuracy
 NN0574;SPC NE       -   305,660.      538,050.      MT  (+/- 180 meters Scaled)
 NN0574
 NN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN559149(NAD 83)
 NN0574
 NN0574                          SUPERSEDED SURVEY CONTROL
 NN0574
 NN0574  NGVD 29 (??/??/92)  712.132  (m)         2336.39   (f) ADJ UNCH    1 2
 NN0574
 NN0574.Superseded values are not recommended for survey control.
 NN0574
 NN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0574.See file dsdata.pdf to determine how the superseded data were derived.
 NN0574
 NN0574_MARKER: DM = MAGNETIC STATION DISK
 NN0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0574_MARK LOGO: CGS
 NN0574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NN0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0574+STABILITY: SURFACE MOTION
 NN0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0574+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2010
 NN0574
 NN0574  HISTORY     - Date     Condition        Report By
 NN0574  HISTORY     - UNK      MONUMENTED       CGS
 NN0574  HISTORY     - 1939     GOOD             CGS
 NN0574  HISTORY     - 19971128 GOOD             LOCSUR
 NN0574  HISTORY     - 20100516 GOOD             INDIV
 NN0574
 NN0574                          STATION DESCRIPTION
 NN0574
 NN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 NN0574'AT BASSETT.
 NN0574'AT BASSETT, ROCK COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 NN0574'NORTHEAST PART OF THE COURTHOUSE GROUNDS, ABOUT 40 YARDS
 NN0574'NORTHEAST OF THE NORTH ENTRANCE TO THE BUILDING, 65.3 FEET WEST
 NN0574'OF THE CONCRETE SIDEWALK ALONG THE EAST EDGE OF THE GROUNDS,
 NN0574'AND 21 FEET SOUTH OF THE SECOND LARGE PINE TREE FROM THE EAST
 NN0574'END OF THE NORTH ROW IN THE GROUNDS.  A STANDARD MAGNETIC-STATION
 NN0574'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NN0574
 NN0574                          STATION RECOVERY (1997)
 NN0574
 NN0574'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0574'STATION IS LOCATED IN THE NORTHEASTERLY PART OF THE ROCK COUNTY
 NN0574'COURTHOUSE GROUNDS IN BASSETT.  THE COURTHOUSE SQUARE BEING BORDERED
 NN0574'BY BERTHA STREET ON THE NORTH SIDE, AND PARK STREET ON THE EAST SIDE.
 NN0574'STATION IS 148 FEET (45.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 NN0574'MAIN COURTHOUSE BUILDING, 46.5 FEET (14.2 M) SOUTH OF THE SOUTH CURB
 NN0574'LINE OF BERTHA STREET, 85.0 FEET (25.9 M) WEST OF THE WEST CURB LINE
 NN0574'OF PARK STREET, 65.5 FEET (20.0 M) WEST OF THE WEST EDGE OF A
 NN0574'NORTH-SOUTH CONCRETE SIDEWALK, 29.1 FEET (8.9 M) SOUTHEAST OF A 1 INCH
 NN0574'PINE TREE, 34.6 FEET (10.5 M) SOUTHWEST OF A 1 INCH COTTONWOOD TREE,
 NN0574'54.0 FEET (16.5 M) WEST-SOUTHWEST OF A 1 INCH SPRUCE TREE, 28.3 FEET
 NN0574'(8.6 M) NORTH-NORTHWEST OF A 1 INCH MAPLE TREE, 106.0 FEET (32.3 M)
 NN0574'NORTH OF THE NORTHWEST CORNER OF A STUCCO BUILDING, 107.7 FEET (32.8
 NN0574'M) NORTH OF THE NORTHEAST CORNER OF A STUCCO BUILDING. STATION IS A
 NN0574'STANDARD USC AND GS MAGNETIC STATION BRASS DISK SET IN A CONCRETE POST
 NN0574'FLUSH WITH THE GRASS SURFACE OF THE COURTHOUSE GROUNDS.
 NN0574
 NN0574                          STATION RECOVERY (2010)
 NN0574
 NN0574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 NN0574'MONUMENT FOUND AS DESCRIBED.  ALL REFERENCES FROM THE 1997 RECOVERY
 NN0574'REPORT STILL APPLY.  AS A HISTORICAL NOTE THIS MARKER WAS ESTABLISHED
 NN0574'IN THE YEAR 1915.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0781 ***********************************************************************
 NN0781  DESIGNATION -  BASSETT MUNICIPAL TANK
 NN0781  PID         -  NN0781
 NN0781  STATE/COUNTY-  NE/ROCK
 NN0781  COUNTRY     -  US
 NN0781  USGS QUAD   -  BASSETT (2017)
 NN0781
 NN0781                         *CURRENT SURVEY CONTROL
 NN0781  ______________________________________________________________________
 NN0781* NAD 83(1995) POSITION- 42 35 14.10014(N) 099 32 13.32675(W)   ADJUSTED
 NN0781  ______________________________________________________________________
 NN0781  GEOID HEIGHT    -        -23.274 (meters)                     GEOID18
 NN0781  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 NN0781  HORZ ORDER      -  THIRD
 NN0781
 NN0781.The horizontal coordinates were established by classical geodetic methods
 NN0781.and adjusted by the National Geodetic Survey in August 1997.
 NN0781
 NN0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0781.GEOID18 height accuracy estimate available here.
 NN0781
 NN0781.Click photographs - Photos may exist for this station.
 NN0781
 NN0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0781
 NN0781. The following values were computed from the NAD 83(1995) position.
 NN0781
 NN0781;                    North         East     Units Scale Factor Converg.
 NN0781;SPC NE       -   305,875.045   537,995.920   MT  0.99983701   +0 18 24.5
 NN0781;SPC NE       - 1,003,525.04  1,765,074.95   sFT  0.99983701   +0 18 24.5
 NN0781;UTM  14      - 4,715,121.023   455,935.238   MT  0.99962389   -0 21 48.3
 NN0781
 NN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5593515121(NAD 83)
 NN0781
 NN0781                          SUPERSEDED SURVEY CONTROL
 NN0781
 NN0781  NAD 83(1986)-  42 35 14.10687(N)    099 32 13.33619(W) AD(       ) 3
 NN0781  NAD 27      -  42 35 14.10000(N)    099 32 11.91200(W) AD(       ) 3
 NN0781
 NN0781.Superseded values are not recommended for survey control.
 NN0781
 NN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0781.See file dsdata.pdf to determine how the superseded data were derived.
 NN0781
 NN0781_MARKER: 53 = ELEVATED TANK
 NN0781
 NN0781  HISTORY     - Date     Condition        Report By
 NN0781  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0781  HISTORY     - 1949     GOOD             CGS
 NN0781
 NN0781                          STATION DESCRIPTION
 NN0781
 NN0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0781'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK IN BASSETT.
 NN0781'125 FT HIGH WAS BUILT IN 1924.  LOCATED IN NORTH PART OF TOWN
 NN0781'ON HIGHWAY 20.
 NN0781'
 NN0781'INTERSECTION STATION OBSERVED UPON FROM STATIONS, BASSETT,
 NN0781'BLAINE, LAY, SELDEN NEWPORT, LAMB, KIRKWOOD, HIGGINS.
 NN0781
 NN0781                          STATION RECOVERY (1949)
 NN0781
 NN0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0781'THE WATER TANK IS LOCATED AT THE NORTH EDGE OF BASSETT, 200.0
 NN0781'FEET EAST OF THE MAIN STREET, 150.0 FEET NORTH OF THE CENTER
 NN0781'OF AN EAST-WEST STREET AND 150.0 FEET SOUTHEAST OF A RAILROAD
 NN0781'TRACK.
 NN0781'
 NN0781'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 NN0781'AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  THE POINT
 NN0781'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.  THE
 NN0781'OVERALL HEIGHT IS ABOUT 150 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0488 ***********************************************************************
 NN0488  DESIGNATION -  BASSETT RM 1
 NN0488  PID         -  NN0488
 NN0488  STATE/COUNTY-  NE/ROCK
 NN0488  COUNTRY     -  US
 NN0488  USGS QUAD   -  BASSETT (2017)
 NN0488
 NN0488                         *CURRENT SURVEY CONTROL
 NN0488  ______________________________________________________________________
 NN0488* NAD 83(1986) POSITION- 42 34 23.44   (N) 099 31 47.59   (W)   HD_HELD1
 NN0488* NAVD 88 ORTHO HEIGHT -   737.281 (meters)     2418.90  (feet) ADJUSTED
 NN0488  ______________________________________________________________________
 NN0488  GEOID HEIGHT    -        -23.250 (meters)                     GEOID18
 NN0488  DYNAMIC HEIGHT  -        736.982 (meters)     2417.92  (feet) COMP
 NN0488  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 NN0488
 NN0488  VERT ORDER      -  FIRST     CLASS II
 NN0488
 NN0488.The horizontal coordinates were determined by differentially corrected
 NN0488.hand held GPS observations or other comparable positioning techniques
 NN0488.and have an estimated accuracy of +/- 3 meters.
 NN0488
 NN0488.The orthometric height was determined by differential leveling and
 NN0488.adjusted by the NATIONAL GEODETIC SURVEY
 NN0488.in June 1991.
 NN0488
 NN0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0488.GEOID18 height accuracy estimate available here.
 NN0488
 NN0488.Click photographs - Photos may exist for this station.
 NN0488
 NN0488.The dynamic height is computed by dividing the NAVD 88
 NN0488.geopotential number by the normal gravity value computed on the
 NN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0488.degrees latitude (g = 980.6199 gals.).
 NN0488
 NN0488.The modeled gravity was interpolated from observed gravity values.
 NN0488
 NN0488;                    North         East    Units  Estimated Accuracy
 NN0488;SPC NE       -   304,315.3     538,591.1     MT  (+/- 3 meters HH1 GPS) 
 NN0488
 NN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5651213554(NAD 83)
 NN0488
 NN0488                          SUPERSEDED SURVEY CONTROL
 NN0488
 NN0488  NGVD 29 (??/??/92)  737.035  (m)         2418.09   (f) ADJ UNCH    1 2
 NN0488
 NN0488.Superseded values are not recommended for survey control.
 NN0488
 NN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0488.See file dsdata.pdf to determine how the superseded data were derived.
 NN0488
 NN0488_MARKER: DR = REFERENCE MARK DISK
 NN0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0488_STAMPING: BASSETT NO 1 1934
 NN0488_MARK LOGO: CGS
 NN0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0488+STABILITY: SURFACE MOTION
 NN0488
 NN0488  HISTORY     - Date     Condition        Report By
 NN0488  HISTORY     - 1934     MONUMENTED       CGS
 NN0488
 NN0488                          STATION DESCRIPTION
 NN0488
 NN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0488'0.4 MI S FROM BASSETT.
 NN0488'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0488'BASSETT, ROCK COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0488'20, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, AND THENCE 0.4 MILE
 NN0488'SOUTHEAST ALONG A FARM TRACK ROAD, 115.0 FEET NORTHEAST OF
 NN0488'TRIANGULATION STATION BASSETT, DESCRIBED ABOVE, 54 YARDS WEST
 NN0488'OF A FENCE, ON THE TOP OF A SMALL RIDGE, AND 1 FOOT SOUTH OF A
 NN0488'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 NN0488'BASSETT NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0488'PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0489 ***********************************************************************
 NN0489  DESIGNATION -  BASSETT RM 2
 NN0489  PID         -  NN0489
 NN0489  STATE/COUNTY-  NE/ROCK
 NN0489  COUNTRY     -  US
 NN0489  USGS QUAD   -  BASSETT (2017)
 NN0489
 NN0489                         *CURRENT SURVEY CONTROL
 NN0489  ______________________________________________________________________
 NN0489* NAD 83(1986) POSITION- 42 34 21.53   (N) 099 31 48.38   (W)   HD_HELD1
 NN0489* NAVD 88 ORTHO HEIGHT -   738.248 (meters)     2422.07  (feet) ADJUSTED
 NN0489  ______________________________________________________________________
 NN0489  GEOID HEIGHT    -        -23.248 (meters)                     GEOID18
 NN0489  DYNAMIC HEIGHT  -        737.948 (meters)     2421.08  (feet) COMP
 NN0489  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 NN0489
 NN0489  VERT ORDER      -  FIRST     CLASS II
 NN0489
 NN0489.The horizontal coordinates were determined by differentially corrected
 NN0489.hand held GPS observations or other comparable positioning techniques
 NN0489.and have an estimated accuracy of +/- 3 meters.
 NN0489
 NN0489.The orthometric height was determined by differential leveling and
 NN0489.adjusted by the NATIONAL GEODETIC SURVEY
 NN0489.in June 1991.
 NN0489
 NN0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0489.GEOID18 height accuracy estimate available here.
 NN0489
 NN0489.Click photographs - Photos may exist for this station.
 NN0489
 NN0489.The dynamic height is computed by dividing the NAVD 88
 NN0489.geopotential number by the normal gravity value computed on the
 NN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0489.degrees latitude (g = 980.6199 gals.).
 NN0489
 NN0489.The modeled gravity was interpolated from observed gravity values.
 NN0489
 NN0489;                    North         East    Units  Estimated Accuracy
 NN0489;SPC NE       -   304,256.3     538,573.5     MT  (+/- 3 meters HH1 GPS) 
 NN0489
 NN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5649313495(NAD 83)
 NN0489
 NN0489                          SUPERSEDED SURVEY CONTROL
 NN0489
 NN0489  NGVD 29 (??/??/92)  738.001  (m)         2421.26   (f) ADJ UNCH    1 2
 NN0489
 NN0489.Superseded values are not recommended for survey control.
 NN0489
 NN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0489.See file dsdata.pdf to determine how the superseded data were derived.
 NN0489
 NN0489_MARKER: DR = REFERENCE MARK DISK
 NN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0489_STAMPING: BASSETT NO 2 1934
 NN0489_MARK LOGO: CGS
 NN0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0489+STABILITY: SURFACE MOTION
 NN0489
 NN0489  HISTORY     - Date     Condition        Report By
 NN0489  HISTORY     - 1934     MONUMENTED       CGS
 NN0489
 NN0489                          STATION DESCRIPTION
 NN0489
 NN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0489'0.4 MI S FROM BASSETT.
 NN0489'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0489'BASSETT, ROCK COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0489'20, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, AND THENCE 0.4
 NN0489'MILE SOUTHEAST ALONG A FARM TRACK ROAD, 98 YARDS NORTH OF AN
 NN0489'EAST-AND-WEST FENCE LINE, 80 YARDS WEST OF A NORTH-AND-SOUTH
 NN0489'FENCE LINE, ON THE SOUTH SLOPE OF A HILL, AND 1 FOOT NORTH OF A
 NN0489'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK,
 NN0489'STAMPED BASSETT NO 2 1934 AND SET IN THE TOP OF A CONCRETE
 NN0489'POST PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1338 ***********************************************************************
 LH1338  DESIGNATION -  BATIE
 LH1338  PID         -  LH1338
 LH1338  STATE/COUNTY-  NE/DAWSON
 LH1338  COUNTRY     -  US
 LH1338  USGS QUAD   -  MILLER SW (2017)
 LH1338
 LH1338                         *CURRENT SURVEY CONTROL
 LH1338  ______________________________________________________________________
 LH1338* NAD 83(1995) POSITION- 40 45 23.01491(N) 099 28 37.92724(W)   ADJUSTED
 LH1338* NAVD 88 ORTHO HEIGHT -   750.    (meters)     2461.    (feet) SCALED
 LH1338  ______________________________________________________________________
 LH1338  GEOID HEIGHT    -        -24.140 (meters)                     GEOID18
 LH1338  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1338  HORZ ORDER      -  SECOND
 LH1338
 LH1338.The horizontal coordinates were established by classical geodetic methods
 LH1338.and adjusted by the National Geodetic Survey in August 1997.
 LH1338
 LH1338.The orthometric height was scaled from a topographic map.
 LH1338
 LH1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1338.GEOID18 height accuracy estimate available here.
 LH1338
 LH1338.Click photographs - Photos may exist for this station.
 LH1338
 LH1338.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1338
 LH1338. The following values were computed from the NAD 83(1995) position.
 LH1338
 LH1338;                    North         East     Units Scale Factor Converg.
 LH1338;SPC NE       -   102,619.028   544,135.661   MT  0.99974348   +0 20 47.2
 LH1338;SPC NE       -   336,675.93  1,785,218.41   sFT  0.99974348   +0 20 47.2
 LH1338;UTM  14      - 4,511,824.463   459,719.110   MT  0.99961997   -0 18 41.6
 LH1338
 LH1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1338!SPC NE       -   0.99988611  x   0.99974348  =   0.99962962
 LH1338!UTM  14      -   0.99988611  x   0.99961997  =   0.99950612
 LH1338
 LH1338:                Primary Azimuth Mark                     Grid Az
 LH1338:SPC NE       -  BATIE AZ MK                              170 04 04.3
 LH1338:UTM  14      -  BATIE AZ MK                              170 43 33.1
 LH1338
 LH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5971911824(NAD 83)
 LH1338
 LH1338|---------------------------------------------------------------------|
 LH1338| PID    Reference Object                     Distance      Geod. Az  |
 LH1338|                                                           dddmmss.s |
 LH1338| CN7818 BATIE RM 1                           18.348 METERS 06841     |
 LH1338| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.13.2 KM 0923421.4 |
 LH1338| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 9.6 KM 1130750.7 |
 LH1338| CN7817 BATIE AZ MK                                        1702451.5 |
 LH1338| CN7819 BATIE RM 2                           21.398 METERS 18431     |
 LH1338| LH1054 OVERTON MUNICIPAL TANK              APPROX. 5.3 KM 2525557.2 |
 LH1338|---------------------------------------------------------------------|
 LH1338
 LH1338                          SUPERSEDED SURVEY CONTROL
 LH1338
 LH1338  NAD 83(1986)-  40 45 23.02154(N)    099 28 37.93017(W) AD(       ) 2
 LH1338  NAD 27      -  40 45 22.98800(N)    099 28 36.56300(W) AD(       ) 2
 LH1338
 LH1338.Superseded values are not recommended for survey control.
 LH1338
 LH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1338.See file dsdata.pdf to determine how the superseded data were derived.
 LH1338
 LH1338_MARKER: DS = TRIANGULATION STATION DISK
 LH1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1338_STAMPING: BATIE 1951
 LH1338_MARK LOGO: CGS
 LH1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1338+STABILITY: SURFACE MOTION
 LH1338
 LH1338  HISTORY     - Date     Condition        Report By
 LH1338  HISTORY     - 1951     MONUMENTED       CGS
 LH1338  HISTORY     - 1959     GOOD             CGS
 LH1338
 LH1338                          STATION DESCRIPTION
 LH1338
 LH1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1338'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-NORTHWEST OF ELM
 LH1338'CREEK AND ABOUT 3.5 MILES EAST-NORTHEAST OF OVERTON ON THE HIGHEST
 LH1338'POINT AND NEAR THE SOUTH END OF A VERY PROMINENT NORTH-SOUTH
 LH1338'RIDGE.  IT IS STAMPED BATIE 1951 AND PROJECTS 1 INCH.
 LH1338'
 LH1338'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL ABOUT 6 FEET
 LH1338'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED BATIE NO 1
 LH1338'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1338'
 LH1338'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF HILL ABOUT 3 FEET
 LH1338'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED BATIE NO 2
 LH1338'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1338'
 LH1338'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A T INTERSECTION,
 LH1338'35 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 12 FEET WEST
 LH1338'OF THE CENTER OF A NORTH-SOUTH TRACK ROAD AND 1 FOOT EAST OF A
 LH1338'POWER LINE POLE.  IT IS STAMPED BATIE 1951 AND PROJECTS 2 INCHES.
 LH1338'
 LH1338'TO REACH THE STATION FROM THE POST OFFICE IN OVERTON, GO EAST
 LH1338'ON U.S. HIGHWAY 30 FOR 2.8 MILES TO A CROSSROAD, TURN LEFT AND
 LH1338'GO NORTH ON DIRT ROAD FOR 0.75 MILE TO A CROSSROAD, TURN RIGHT AND
 LH1338'GO EAST ON DIRT ROAD FOR 0.5 MILE TO A T ROAD LEFT AND AZIMUTH
 LH1338'MARK IN NORTHWEST ANGLE AS DESCRIBED.  TURN LEFT AND GO NORTH
 LH1338'ON TRACK ROAD FOR 0.6 MILE TO A FARMYARD, CONTINUE NORTH THROUGH
 LH1338'FARMYARD TO A GATE JUST WEST OF A LARGE WHITE BARN, PASS
 LH1338'THROUGH GATE AND GO NORTH FOR ABOUT 100 YARDS TO A FENCE CORNER
 LH1338'AND TWO GATES IN EAST-WEST FENCE LINE, PASS THROUGH WEST GATE
 LH1338'AND GO NORTHWEST ACROSS PASTURE FOR 0.35 MILE TO HIGHEST
 LH1338'POINT OF HILL AND STATION AS DESCRIBED.
 LH1338'
 LH1338'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1338
 LH1338                          STATION RECOVERY (1959)
 LH1338
 LH1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1338'STATION RECOVERED AND ALL MARKS FOUND INTACT, THE ORIGINAL
 LH1338'DESCRIPTION IS ADEQUATE IN ALL RESPECTS.  THE REFERENCE MARKS WERE
 LH1338'REMEASURED FROM A GROUND SET-UP, WITH RESULTS AS SHOWN BELOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0504 ***********************************************************************
 NO0504  DESIGNATION -  BAY
 NO0504  PID         -  NO0504
 NO0504  STATE/COUNTY-  NE/CHERRY
 NO0504  COUNTRY     -  US
 NO0504  USGS QUAD   -  IRWIN SE (2017)
 NO0504
 NO0504                         *CURRENT SURVEY CONTROL
 NO0504  ______________________________________________________________________
 NO0504* NAD 83(1995) POSITION- 42 52 28.28628(N) 101 51 38.29879(W)   ADJUSTED
 NO0504* NAVD 88 ORTHO HEIGHT -  1072.    (meters)     3517.    (feet) SCALED
 NO0504  ______________________________________________________________________
 NO0504  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 NO0504  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 NO0504  HORZ ORDER      -  SECOND
 NO0504
 NO0504.The horizontal coordinates were established by classical geodetic methods
 NO0504.and adjusted by the National Geodetic Survey in August 1997.
 NO0504
 NO0504.The orthometric height was scaled from a topographic map.
 NO0504
 NO0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0504.GEOID18 height accuracy estimate available here.
 NO0504
 NO0504.Click photographs - Photos may exist for this station.
 NO0504
 NO0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0504
 NO0504. The following values were computed from the NAD 83(1995) position.
 NO0504
 NO0504;                    North         East     Units Scale Factor Converg.
 NO0504;SPC NE       -   339,318.007   347,993.492   MT  0.99994486   -1 13 58.9
 NO0504;SPC NE       - 1,113,245.83  1,141,708.65   sFT  0.99994486   -1 13 58.9
 NO0504;UTM  14      - 4,750,851.323   266,352.825   MT  1.00027165   -1 56 50.1
 NO0504
 NO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0504!SPC NE       -   0.99983484  x   0.99994486  =   0.99977970
 NO0504!UTM  14      -   0.99983484  x   1.00027165  =   1.00010644
 NO0504
 NO0504:                Primary Azimuth Mark                     Grid Az
 NO0504:SPC NE       -  BAY AZ MK                                357 56 33.5
 NO0504:UTM  14      -  BAY AZ MK                                358 39 24.7
 NO0504
 NO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6635250851(NAD 83)
 NO0504
 NO0504|---------------------------------------------------------------------|
 NO0504| PID    Reference Object                     Distance      Geod. Az  |
 NO0504|                                                           dddmmss.s |
 NO0504| CP9581 BAY RM 1                              5.959 METERS 16040     |
 NO0504| CP9582 BAY RM 2                              5.403 METERS 28027     |
 NO0504| CP9580 BAY AZ MK                                          3564234.6 |
 NO0504|---------------------------------------------------------------------|
 NO0504
 NO0504                          SUPERSEDED SURVEY CONTROL
 NO0504
 NO0504  NAD 83(1986)-  42 52 28.27891(N)    101 51 38.30456(W) AD(       ) 2
 NO0504  NAD 27      -  42 52 28.27700(N)    101 51 36.75600(W) AD(       ) 2
 NO0504
 NO0504.Superseded values are not recommended for survey control.
 NO0504
 NO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0504.See file dsdata.pdf to determine how the superseded data were derived.
 NO0504
 NO0504_MARKER: DS = TRIANGULATION STATION DISK
 NO0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0504_STAMPING: BAY 1946
 NO0504_MARK LOGO: CGS
 NO0504_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0504
 NO0504  HISTORY     - Date     Condition        Report By
 NO0504  HISTORY     - 1946     MONUMENTED       CGS
 NO0504
 NO0504                          STATION DESCRIPTION
 NO0504
 NO0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0504'LOCATED NEAR THE SOUTHEAST EDGE OF A PROMINENT SAND HILL, 8
 NO0504'1/2 MILES WEST-SOUTHWEST OF MERRIMAN AND 0.5 MILE SOUTH OF
 NO0504'U.S. HIGHWAY NO. 20.  IT IS A STANDARD DISK STAMPED BAY 1946
 NO0504'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 6 INCHES.
 NO0504'
 NO0504'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NO0504'IT IS A STANDARD DISK STAMPED BAY NO 1 1946 WELDED TO THE TOP
 NO0504'OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0504'
 NO0504'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0504'IT IS A STANDARD DISK STAMPED BAY NO 2 1946 WELDED TO THE
 NO0504'TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 12 INCHES.
 NO0504'
 NO0504'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTERLINE OF U.S.
 NO0504'HIGHWAY NO. 20, 30 FEET EAST OF THE EAST EDGE OF A CATTLE
 NO0504'GUARD, 15 FEET WEST OF A FENCE CORNER, AND 2 FEET SOUTH OF
 NO0504'A WIRE FENCE.  IT IS A STANDARD DISK STAMPED BAY 1946 WELDED
 NO0504'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 12 INCHES.
 NO0504'
 NO0504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 NO0504'61 AND U.S. HIGHWAY NO. 20 AT THE NORTH EDGE OF MERRIMAN, GO
 NO0504'WEST ON U.S. HIGHWAY NO. 20 FOR 9.15 MILES TO A MINIATURE BARN
 NO0504'MAIL BOX ON THE LEFT.  THEN TURN LEFT, SOUTH, CROSSING A CATTLE
 NO0504'GUARD AND THE AZIMUTH MARK ON THE LEFT.  GO SOUTHERLY ON A SAND
 NO0504'ROAD FOR 0.15 MILE TO WHERE THE ROAD TURNS SOUTHEAST AT A
 NO0504'FENCE CORNER.  LEAVE THE ROAD AND CONTINUE SOUTHERLY ACROSS
 NO0504'PASTURE LAND FOR 0.35 MILE TO THE HIGHEST POINT AND THE
 NO0504'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0527 ***********************************************************************
 MN0527  DESIGNATION -  BAYARD
 MN0527  PID         -  MN0527
 MN0527  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0527  COUNTRY     -  US
 MN0527  USGS QUAD   -  BAYARD NE (2017)
 MN0527
 MN0527                         *CURRENT SURVEY CONTROL
 MN0527  ______________________________________________________________________
 MN0527* NAD 83(1995) POSITION- 41 55 10.10305(N) 103 21 52.66304(W)   ADJUSTED
 MN0527* NAVD 88 ORTHO HEIGHT -  1358.4   (meters)     4457.    (feet) VERTCON
 MN0527  ______________________________________________________________________
 MN0527  GEOID HEIGHT    -        -19.220 (meters)                     GEOID18
 MN0527  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 MN0527  HORZ ORDER      -  FIRST
 MN0527
 MN0527.The horizontal coordinates were established by classical geodetic methods
 MN0527.and adjusted by the National Geodetic Survey in August 1997.
 MN0527
 MN0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0527
 MN0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0527.GEOID18 height accuracy estimate available here.
 MN0527
 MN0527.Click photographs - Photos may exist for this station.
 MN0527
 MN0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0527
 MN0527. The following values were computed from the NAD 83(1995) position.
 MN0527
 MN0527;                    North         East     Units Scale Factor Converg.
 MN0527;SPC NE       -   237,045.039   221,045.229   MT  0.99968460   -2 13 47.0
 MN0527;SPC NE       -   777,705.27    725,212.56   sFT  0.99968460   -2 13 47.0
 MN0527;UTM  13      - 4,642,128.630   635,610.203   MT  0.99982629   +1 05 33.8
 MN0527
 MN0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0527!SPC NE       -   0.99979001  x   0.99968460  =   0.99947467
 MN0527!UTM  13      -   0.99979001  x   0.99982629  =   0.99961633
 MN0527
 MN0527:                Primary Azimuth Mark                     Grid Az
 MN0527:SPC NE       -  BAYARD RM 1 AZIMUTH                      067 39 37.2
 MN0527:UTM  13      -  BAYARD RM 1 AZIMUTH                      064 20 16.4
 MN0527
 MN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3561042128(NAD 83)
 MN0527
 MN0527|---------------------------------------------------------------------|
 MN0527| PID    Reference Object                     Distance      Geod. Az  |
 MN0527|                                                           dddmmss.s |
 MN0527| CP7382 BAYARD RM 1 AZIMUTH                                0652550.2 |
 MN0527| MN0530 BAYARD SUGAR MILL WATER TANK        APPROX.17.9 KM 1714647.9 |
 MN0527| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.17.9 KM 1720830.9 |
 MN0527| CP7383 BAYARD RM 2                          24.381 METERS 20347     |
 MN0527| CP7384 BAYARD RM 3                          24.277 METERS 33355     |
 MN0527|---------------------------------------------------------------------|
 MN0527
 MN0527                          SUPERSEDED SURVEY CONTROL
 MN0527
 MN0527  NAD 83(1993)-  41 55 10.10295(N)    103 21 52.66319(W) AD(       ) 1
 MN0527  NAD 83(1986)-  41 55 10.09808(N)    103 21 52.66536(W) AD(       ) 1
 MN0527  NAD 27      -  41 55 10.22100(N)    103 21 50.89000(W) AD(       ) 1
 MN0527  NGVD 29 (07/19/86) 1357.7    (m)         4454.     (f) VERT ANG       
 MN0527
 MN0527.Superseded values are not recommended for survey control.
 MN0527
 MN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0527.See file dsdata.pdf to determine how the superseded data were derived.
 MN0527
 MN0527_MARKER: DS = TRIANGULATION STATION DISK
 MN0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0527
 MN0527  HISTORY     - Date     Condition        Report By
 MN0527  HISTORY     - 1933     MONUMENTED       CGS
 MN0527  HISTORY     - 1934     GOOD             CGS
 MN0527  HISTORY     - 1946     GOOD             CGS
 MN0527
 MN0527                          STATION DESCRIPTION
 MN0527
 MN0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0527'STATION IS ABOUT 11 MILES W OF N OF BAYARD AND 10 MILES NE OF
 MN0527'MINATARE, IN SE 1/4 SEC. 32, T 23 N, R 52 W, ON LAND OWNED BY
 MN0527'THE JURGENS RANCH.
 MN0527'
 MN0527'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MN0527'DISKS SET IN CONCRETE.
 MN0527'
 MN0527'REFERENCE MARK NO. 1 IS NE OF STATION IN E-W FENCE LINE, REFERENCE
 MN0527'MARK NO. 2 IS S AND NO. 3 NW OF STATION.
 MN0527'
 MN0527'REACHED FROM SCOTTSBLUFF BY U.S. HIGHWAY 26 E, 8.3 MILES TO
 MN0527'POINT WHERE PAVEMENT TURNS S.  CONTINUE STRAIGHT E ON SANDY
 MN0527'DIRT ROAD 7.0 MILES, THENCE N 2.5 MILES TO CANAL BRIDGE.  CROSS
 MN0527'BRIDGE AND PASS THROUGH GATE TO N 0.1 MILE AND KEEP RIGHT-HAND
 MN0527'TRAIL N 0.4 MILE TO GATE.  KEEP RIGHT-HAND TRAIL E OF N 1.0
 MN0527'MILE TO GATE IN E-W FENCE.  THENCE BEAR NW ACROSS PASTURE 0.3
 MN0527'MILE TO STATION WHICH IS ON HIGHEST POINT OF HILL IN OPEN
 MN0527'PASTURE.
 MN0527'
 MN0527'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.15 METERS.
 MN0527
 MN0527                          STATION RECOVERY (1934)
 MN0527
 MN0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0527'STATION IS ABOUT 15 MILES ENE OF SCOTTSBLUFF, 11 MILES NNW OF
 MN0527'BAYARD ON THE HIGHEST HILL IN VICINITY, IN A PASTURE OWNED
 MN0527'BY THE JURGENS RANCH, IN SE 1/4 OF SEC. 32, T 23 N, R 52 W, THE
 MN0527'MARK PROJECTS 4 INCHES.
 MN0527'
 MN0527'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0527'BRONZE DISKS SET IN CONCRETE.
 MN0527'
 MN0527'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ENE OF STATION, 0.1
 MN0527'MILE E OF A T-FENCE INTERSECTION IN E-W FENCE LINE AND PROJECTS
 MN0527'4 INCHES.
 MN0527'
 MN0527'REFERENCE MARK NO. 2 IS SSW AND NO. 3 NNW OF STATION.  BOTH
 MN0527'MARKS PROJECT 2 INCHES.
 MN0527'
 MN0527'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 MN0527
 MN0527                          STATION RECOVERY (1946)
 MN0527
 MN0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0527'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0527'CONDITION, EXCEPTION--THE DIRECTION TO REFERENCE MARK NO. 1 DID
 MN0527'NOT CHECK THE 1933 DIRECTION BY 20 SECONDS, A SECOND RUN WAS TAKEN
 MN0527'ON THIS MARK AND CHECKED THE 1946 DIRECTIONS, SO IT IS ASSUMED
 MN0527'THAT THE 1946 DIRECTIONS ARE CORRECT.
 MN0527'
 MN0527'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0527'
 MN0527'LOCATED ON THE SUMMIT OF A HIGH GRASSY HILL ABOUT 11 MILES,
 MN0527'NORTHWEST OF BAYARD AND ABOUT 10 MILES, NORTHEAST OF MINATARE,
 MN0527'IN THE SE 1/4 SEC. 32, T 23 N, R 52 W, ON LAND OWNED BY THE
 MN0527'JURGENS RANCH.  IT IS DESCRIBED, PROJECTS
 MN0527'6 INCHES AND IS STAMPED BAYARD 1933.
 MN0527'
 MN0527'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT
 MN0527'IS DESCRIBED, PROJECTS 7 INCHES AND IS STAMPED
 MN0527'BAYARD NO 2 1933.
 MN0527'
 MN0527'REFERENCE MARK NO. 3 IS ABOUT 2.5 FEET BELOW THE STATION
 MN0527'ELEVATION.  IT IS DESCRIBED, PROJECTS 6 INCHES
 MN0527'AND IS STAMPED BAYARD NO 3 1933.
 MN0527'
 MN0527'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS LOCATED IN AN EAST-WEST
 MN0527'FENCE LINE, 0.15 MILE EAST OF A FENCE CORNER AND 0.7 FOOT
 MN0527'NORTH OF A FENCE.  IT IS DESCRIBED, PROJECTS 6
 MN0527'INCHES AND IS STAMPED BAYARD NO 1 1933.
 MN0527'
 MN0527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NOS. 2
 MN0527'AND 19, 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE, GO
 MN0527'SOUTHERLY ON STATE HIGHWAY NO. 19 FOR 23 MILES TO THE JUNCTION
 MN0527'OF STATE HIGHWAY NO. 19 AND U.S. HIGHWAY NO. 26 N, TURN RIGHT,
 MN0527'WEST, AND GO 9.05 MILES TO A CROSSROAD AND MOOMAWS STORE ON
 MN0527'THE RIGHT.  TURN RIGHT, NORTH, ON TO A GRAVELED ROAD AND GO 4
 MN0527'MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 2 MILES TO A
 MN0527'CROSSROAD, TURN RIGHT, NORTH, AND CONTINUE FOR 1.5 MILES TO
 MN0527'WHERE THE MAIN ROAD TURNS LEFT AND TRACK ROAD, STRAIGHT
 MN0527'AHEAD, CONTINUE STRAIGHT AHEAD, NORTH, ON TRACK ROAD,
 MN0527'CROSSING OVER IRRIGATION-CANAL BRIDGE AND THROUGH A WIRE
 MN0527'GATE AT A T FENCE CORNER AND GO 0.1 MILE TO FORK, KEEP
 MN0527'RIGHT FORK, NORTHERLY, ALONG WEST SIDE OF FENCE LINE FOR 0.45
 MN0527'MILE TO A WIRE GATE AT THE NORTHEAST FENCE CORNER, PASS
 MN0527'THROUGH GATE AND FOLLOW TRACK ROAD NORTHEAST AND
 MN0527'NORTHERLY FOR 0.6 MILE, PASS TO THE LEFT OF A SOUTHWEST FENCE
 MN0527'CORNER AND CONTINUE NORTH ON TRACK ROAD FOR 0.45 MILE TO A
 MN0527'WIRE GATE IN AN EAST-WEST FENCE, PASS THROUGH GATE AND CONTINUE
 MN0527'NORTH-NORTHWEST CROSS-COUNTRY FOR 0.3 MILE TO THE HIGHEST
 MN0527'POINT AND THE STATION AS DESCRIBED.
 MN0527'
 MN0527'TO REACH REFERENCE MARK NO. 1 (AZIMUTH MARK) FROM THE STATION,
 MN0527'GO EAST-NORTHEAST FOR 0.3 MILE TO THE MARK AS DESCRIBED.
 MN0527'
 MN0527'OBSERVATIONS MADE FROM A 4-FOOT WOOD TRIPOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0531 ***********************************************************************
 MN0531  DESIGNATION -  BAYARD MUNICIPAL TANK
 MN0531  PID         -  MN0531
 MN0531  STATE/COUNTY-  NE/MORRILL
 MN0531  COUNTRY     -  US
 MN0531  USGS QUAD   -  BAYARD (2017)
 MN0531
 MN0531                         *CURRENT SURVEY CONTROL
 MN0531  ______________________________________________________________________
 MN0531* NAD 83(1995) POSITION- 41 45 43.80726(N) 103 19 20.58411(W)   ADJUSTED
 MN0531  ______________________________________________________________________
 MN0531  GEOID HEIGHT    -        -19.478 (meters)                     GEOID18
 MN0531  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 MN0531  HORZ ORDER      -  THIRD
 MN0531
 MN0531.The horizontal coordinates were established by classical geodetic methods
 MN0531.and adjusted by the National Geodetic Survey in August 1997.
 MN0531
 MN0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0531.GEOID18 height accuracy estimate available here.
 MN0531
 MN0531.Click photographs - Photos may exist for this station.
 MN0531
 MN0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0531
 MN0531. The following values were computed from the NAD 83(1995) position.
 MN0531
 MN0531;                    North         East     Units Scale Factor Converg.
 MN0531;SPC NE       -   219,456.322   223,874.857   MT  0.99966857   -2 12 06.2
 MN0531;SPC NE       -   719,999.62    734,496.09   sFT  0.99966857   -2 12 06.2
 MN0531;UTM  13      - 4,624,730.635   639,454.560   MT  0.99983932   +1 07 03.1
 MN0531
 MN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3945424730(NAD 83)
 MN0531
 MN0531                          SUPERSEDED SURVEY CONTROL
 MN0531
 MN0531  NAD 83(1993)-  41 45 43.80717(N)    103 19 20.58390(W) AD(       ) 3
 MN0531  NAD 83(1986)-  41 45 43.80103(N)    103 19 20.58806(W) AD(       ) 3
 MN0531  NAD 27      -  41 45 43.91200(N)    103 19 18.81800(W) AD(       ) 3
 MN0531
 MN0531.Superseded values are not recommended for survey control.
 MN0531
 MN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0531.See file dsdata.pdf to determine how the superseded data were derived.
 MN0531
 MN0531_MARKER: 51 = TANK
 MN0531
 MN0531  HISTORY     - Date     Condition        Report By
 MN0531  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0531  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 MN0531
 MN0531                          STATION DESCRIPTION
 MN0531
 MN0531'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 MN0531'TANK NOT FOUND. THE ONLY OLD 1933 TANK IN BAYARD IS THE TANK AT THE
 MN0531'SUGAR MILL.  A NEW WATER TANK HAS BEEN BUILT IN EAST BAYARD. THIS
 MN0531'STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0529 ***********************************************************************
 MN0529  DESIGNATION -  BAYARD SUGAR MILL CHIMNEY
 MN0529  PID         -  MN0529
 MN0529  STATE/COUNTY-  NE/MORRILL
 MN0529  COUNTRY     -  US
 MN0529  USGS QUAD   -  BAYARD (2017)
 MN0529
 MN0529                         *CURRENT SURVEY CONTROL
 MN0529  ______________________________________________________________________
 MN0529* NAD 83(1995) POSITION- 41 45 36.79676(N) 103 20 06.98560(W)   ADJUSTED
 MN0529  ______________________________________________________________________
 MN0529  GEOID HEIGHT    -        -19.481 (meters)                     GEOID18
 MN0529  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 MN0529  HORZ ORDER      -  THIRD
 MN0529
 MN0529.The horizontal coordinates were established by classical geodetic methods
 MN0529.and adjusted by the National Geodetic Survey in August 1997.
 MN0529
 MN0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0529.GEOID18 height accuracy estimate available here.
 MN0529
 MN0529.Click photographs - Photos may exist for this station.
 MN0529
 MN0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0529
 MN0529. The following values were computed from the NAD 83(1995) position.
 MN0529
 MN0529;                    North         East     Units Scale Factor Converg.
 MN0529;SPC NE       -   219,281.509   222,795.812   MT  0.99966842   -2 12 37.0
 MN0529;SPC NE       -   719,426.08    730,955.93   sFT  0.99966842   -2 12 37.0
 MN0529;UTM  13      - 4,624,493.599   638,387.266   MT  0.99983567   +1 06 32.1
 MN0529
 MN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3838724493(NAD 83)
 MN0529
 MN0529                          SUPERSEDED SURVEY CONTROL
 MN0529
 MN0529  NAD 83(1993)-  41 45 36.79659(N)    103 20 06.98545(W) AD(       ) 3
 MN0529  NAD 83(1986)-  41 45 36.79030(N)    103 20 06.98958(W) AD(       ) 3
 MN0529  NAD 27      -  41 45 36.89700(N)    103 20 05.21000(W) AD(       ) 3
 MN0529
 MN0529.Superseded values are not recommended for survey control.
 MN0529
 MN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0529.See file dsdata.pdf to determine how the superseded data were derived.
 MN0529
 MN0529_MARKER: 85 = CHIMNEY
 MN0529
 MN0529  HISTORY     - Date     Condition        Report By
 MN0529  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0529  HISTORY     - 1958     GOOD             CGS
 MN0529  HISTORY     - 1973     GOOD             NGS
 MN0529  HISTORY     - 20040810 GOOD             USPSQD
 MN0529
 MN0529                          STATION DESCRIPTION
 MN0529
 MN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0529'THE CHIMNEY IS A TALL CONCRETE STACK LOCATED AT THE SUGAR
 MN0529'MILL IN BAYARD, 0.4 MILE WEST OF THE POST OFFICE.  IT IS
 MN0529'VERY PROMINENT.
 MN0529
 MN0529                          STATION RECOVERY (1973)
 MN0529
 MN0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0529'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1958.
 MN0529
 MN0529                          STATION RECOVERY (2004)
 MN0529
 MN0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0530 ***********************************************************************
 MN0530  DESIGNATION -  BAYARD SUGAR MILL WATER TANK
 MN0530  PID         -  MN0530
 MN0530  STATE/COUNTY-  NE/MORRILL
 MN0530  COUNTRY     -  US
 MN0530  USGS QUAD   -  BAYARD (2017)
 MN0530
 MN0530                         *CURRENT SURVEY CONTROL
 MN0530  ______________________________________________________________________
 MN0530* NAD 83(1995) POSITION- 41 45 35.16171(N) 103 20 01.73764(W)   ADJUSTED
 MN0530  ______________________________________________________________________
 MN0530  GEOID HEIGHT    -        -19.481 (meters)                     GEOID18
 MN0530  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 MN0530  HORZ ORDER      -  THIRD
 MN0530
 MN0530.The horizontal coordinates were established by classical geodetic methods
 MN0530.and adjusted by the National Geodetic Survey in August 1997.
 MN0530
 MN0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0530.GEOID18 height accuracy estimate available here.
 MN0530
 MN0530.Click photographs - Photos may exist for this station.
 MN0530
 MN0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0530
 MN0530. The following values were computed from the NAD 83(1995) position.
 MN0530
 MN0530;                    North         East     Units Scale Factor Converg.
 MN0530;SPC NE       -   219,226.445   222,914.967   MT  0.99966839   -2 12 33.5
 MN0530;SPC NE       -   719,245.43    731,346.85   sFT  0.99966839   -2 12 33.5
 MN0530;UTM  13      - 4,624,445.518   638,509.430   MT  0.99983608   +1 06 35.5
 MN0530
 MN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3850924445(NAD 83)
 MN0530
 MN0530                          SUPERSEDED SURVEY CONTROL
 MN0530
 MN0530  NAD 83(1993)-  41 45 35.16139(N)    103 20 01.73752(W) AD(       ) 3
 MN0530  NAD 83(1986)-  41 45 35.15420(N)    103 20 01.74134(W) AD(       ) 3
 MN0530  NAD 27      -  41 45 35.26800(N)    103 19 59.96900(W) AD(       ) 3
 MN0530
 MN0530.Superseded values are not recommended for survey control.
 MN0530
 MN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0530.See file dsdata.pdf to determine how the superseded data were derived.
 MN0530
 MN0530_MARKER: 53 = ELEVATED TANK
 MN0530
 MN0530  HISTORY     - Date     Condition        Report By
 MN0530  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0530  HISTORY     - 1944     GOOD             CGS
 MN0530  HISTORY     - 1958     GOOD             CGS
 MN0530  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 MN0530
 MN0530                          STATION DESCRIPTION
 MN0530
 MN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0530'STATION IS LOCATED 0.4 MILE W OF POST OFFICE IN BAYARD, 200
 MN0530'YARDS N OF DIRT ROAD, AND AT THE BAYARD SUGAR MILL PLANT.
 MN0530'
 MN0530'THE STATION IS A STRUCTURAL STEEL, SILVER WATER TANK 160
 MN0530'FEET HIGH.
 MN0530
 MN0530                          STATION RECOVERY (1958)
 MN0530
 MN0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0530'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.B.
 MN0530'IN 1944.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 MN0530
 MN0530                          STATION RECOVERY (2004)
 MN0530
 MN0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0530'TANK NOT FOUND. NO TANK EXISTS AT THE SUGAR MILL PLANT IN BAYARD.
 MN0530'THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4148 ***********************************************************************
 AB4148  SACS        -  This is a Secondary Airport Control Station.
 AB4148  DESIGNATION -  BBW A
 AB4148  PID         -  AB4148
 AB4148  STATE/COUNTY-  NE/CUSTER
 AB4148  COUNTRY     -  US
 AB4148  USGS QUAD   -  BROKEN BOW (2017)
 AB4148
 AB4148                         *CURRENT SURVEY CONTROL
 AB4148  ______________________________________________________________________
 AB4148* NAD 83(2011) POSITION- 41 26 10.65370(N) 099 38 32.97445(W)   ADJUSTED
 AB4148* NAD 83(2011) ELLIP HT-   747.619 (meters)        (06/27/12)   ADJUSTED
 AB4148* NAD 83(2011) EPOCH   -  2010.00
 AB4148* NAVD 88 ORTHO HEIGHT -   770.35  (meters)     2527.4   (feet) GPS OBS
 AB4148  ______________________________________________________________________
 AB4148  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4148  GEOID HEIGHT    -        -22.631 (meters)                     GEOID96
 AB4148  GEOID HEIGHT    -        -22.684 (meters)                     GEOID18
 AB4148  NAD 83(2011) X  -   -802,194.807 (meters)                     COMP
 AB4148  NAD 83(2011) Y  - -4,721,562.233 (meters)                     COMP
 AB4148  NAD 83(2011) Z  -  4,199,365.164 (meters)                     COMP
 AB4148  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 AB4148
 AB4148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4148  Standards:
 AB4148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4148  -------------------------------------------------------------------
 AB4148  NETWORK    0.30   0.65           0.14   0.10   0.33     -0.02448058
 AB4148  -------------------------------------------------------------------
 AB4148  Click here for local accuracies and other accuracy information.
 AB4148
 AB4148.This mark is at Broken Bow Municipal Airport (BBW)
 AB4148
 AB4148.The horizontal coordinates were established by GPS observations
 AB4148.and adjusted by the National Geodetic Survey in June 2012.
 AB4148
 AB4148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4148.been affixed to the stable North American tectonic plate. See 
 AB4148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4148
 AB4148.The horizontal coordinates are valid at the epoch date displayed above
 AB4148.which is a decimal equivalence of Year/Month/Day.
 AB4148
 AB4148.The orthometric height was determined by GPS observations and a
 AB4148.high-resolution geoid model.
 AB4148
 AB4148.GPS derived orthometric heights for airport stations designated as
 AB4148.PACS or SACS are published to 2 decimal places.  This maintains
 AB4148.centimeter relative accuracy between the PACS and SACS.  It does
 AB4148.not indicate centimeter accuracy relative to other marks which are
 AB4148.part of the published vertical control network.
 AB4148
 AB4148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4148.GEOID18 height accuracy estimate available here.
 AB4148
 AB4148.Click photographs - Photos may exist for this station.
 AB4148
 AB4148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4148
 AB4148.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4148
 AB4148.The ellipsoidal height was determined by GPS observations
 AB4148.and is referenced to NAD 83.
 AB4148
 AB4148. The following values were computed from the NAD 83(2011) position.
 AB4148
 AB4148;                    North         East     Units Scale Factor Converg.
 AB4148;SPC NE       -   178,030.702   529,869.444   MT  0.99965933   +0 14 12.9
 AB4148;SPC NE       -   584,089.06  1,738,413.33   sFT  0.99965933   +0 14 12.9
 AB4148;UTM  14      - 4,587,390.703   446,323.101   MT  0.99963546   -0 25 30.7
 AB4148
 AB4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4148!SPC NE       -   0.99988275  x   0.99965933  =   0.99954212
 AB4148!UTM  14      -   0.99988275  x   0.99963546  =   0.99951825
 AB4148
 AB4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4632387390(NAD 83)
 AB4148
 AB4148                          SUPERSEDED SURVEY CONTROL
 AB4148
 AB4148  NAD 83(2007)-  41 26 10.65361(N)    099 38 32.97514(W) AD(2002.00) 0
 AB4148  ELLIP H (02/10/07)  747.646  (m)                       GP(2002.00)    
 AB4148  ELLIP H (12/31/01)  747.636  (m)                       GP(       ) 4 1
 AB4148  NAD 83(1995)-  41 26 10.65338(N)    099 38 32.97476(W) AD(       ) 1
 AB4148  ELLIP H (09/17/98)  747.649  (m)                       GP(       ) 4 1
 AB4148
 AB4148.Superseded values are not recommended for survey control.
 AB4148
 AB4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4148.See file dsdata.pdf to determine how the superseded data were derived.
 AB4148
 AB4148_MARKER: I = METAL ROD
 AB4148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4148_STAMPING: BBW A 1995
 AB4148_MARK LOGO: NGS
 AB4148_PROJECTION: FLUSH
 AB4148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4148+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AB4148_ROD/PIPE-DEPTH: 10.7 meters
 AB4148_SLEEVE-DEPTH  : 1 meters
 AB4148
 AB4148  HISTORY     - Date     Condition        Report By
 AB4148  HISTORY     - 1995     MONUMENTED       NGS
 AB4148  HISTORY     - 19970520 GOOD             NGS
 AB4148
 AB4148                          STATION DESCRIPTION
 AB4148
 AB4148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4148'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MERNA, 2.2
 AB4148'MI (3.5 KM) NORTH OF BROKEN BOW AND AT THE BROKEN BOW MUNICIPAL
 AB4148'AIRPORT, SOUTHWEST OF THE RUNWAY AND NEAR MIDFIELD. OWNERSHIP--BROKEN
 AB4148'BOW AIRPORT AUTHORITY, BOX 672, BROKEN BOW NE 68822.  AIRPORT MANAGER
 AB4148'IS MIKE MITCHELL, PHONE (308) 872-2875.  TO REACH THE STATION FROM THE
 AB4148'JUNCTION OF STATE HIGHWAYS 2/92 AND 21 SOUTH IN BROKEN BOW, GO EAST ON
 AB4148'STATE HIGHWAY 2/92 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN LEFT
 AB4148'AND GO NORTH ON 5TH AVENUE FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT,
 AB4148'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 AB4148'KM) TO A PAVED LANE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 AB4148'0.05 MI (0.08 KM) TO AN APRON, TURN LEFT AND GO WEST ON THE APRON FOR
 AB4148'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST THEN
 AB4148'SOUTHWEST ON A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH THE
 AB4148'RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.4 MI (0.6 KM)
 AB4148'TO THE ONLY SET OF CLEAR RUNWAY LIGHTS (ALL THE OTHERS IN THE AREA ARE
 AB4148'HALF AMBER/HALF CLEAR) AND THE STATION ON THE LEFT AND IN LINE WITH
 AB4148'THE OPPOSITE SIDE CLEAR RUNWAY LIGHT.  THE STATION IS 106.1 FT (32.3
 AB4148'M) SOUTHWEST OF THE RUNWAY CENTER, 58.6 FT (17.9 M) SOUTHWEST OF A
 AB4148'RUNWAY LIGHT (48), 5.5 FT (1.7 M) NORTHEAST OF THE APPROXIMATE
 AB4148'NORTHEAST EDGE OF A CULTIVATED FIELD, 1.5 FT (0.5 M) NORTH OF A
 AB4148'WITNESS POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.  THIS STATION
 AB4148'TO BE USED AS SACS.
 AB4148
 AB4148                          STATION RECOVERY (1997)
 AB4148
 AB4148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4148'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0434 ***********************************************************************
 MM0434  DESIGNATION -  BEALL
 MM0434  PID         -  MM0434
 MM0434  STATE/COUNTY-  NE/LINCOLN
 MM0434  COUNTRY     -  US
 MM0434  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0434
 MM0434                         *CURRENT SURVEY CONTROL
 MM0434  ______________________________________________________________________
 MM0434* NAD 83(1995) POSITION- 41 21 47.53722(N) 100 47 42.19882(W)   ADJUSTED
 MM0434* NAVD 88 ORTHO HEIGHT -  1009.    (meters)     3310.    (feet) VERTCON
 MM0434  ______________________________________________________________________
 MM0434  GEOID HEIGHT    -        -21.945 (meters)                     GEOID18
 MM0434  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 MM0434  HORZ ORDER      -  FIRST
 MM0434
 MM0434.The horizontal coordinates were established by classical geodetic methods
 MM0434.and adjusted by the National Geodetic Survey in August 1997.
 MM0434
 MM0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0434
 MM0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0434.GEOID18 height accuracy estimate available here.
 MM0434
 MM0434.Click photographs - Photos may exist for this station.
 MM0434
 MM0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0434
 MM0434. The following values were computed from the NAD 83(1995) position.
 MM0434
 MM0434;                    North         East     Units Scale Factor Converg.
 MM0434;SPC NE       -   170,160.203   433,499.873   MT  0.99966168   -0 31 36.8
 MM0434;SPC NE       -   558,267.27  1,422,240.83   sFT  0.99966168   -0 31 36.8
 MM0434;UTM  14      - 4,580,631.984   349,861.714   MT  0.99987742   -1 11 11.2
 MM0434
 MM0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0434!SPC NE       -   0.99984515  x   0.99966168  =   0.99950688
 MM0434!UTM  14      -   0.99984515  x   0.99987742  =   0.99972258
 MM0434
 MM0434:                Primary Azimuth Mark                     Grid Az
 MM0434:SPC NE       -  BEALL RM 1 AZIMUTH                       068 11 45.7
 MM0434:UTM  14      -  BEALL RM 1 AZIMUTH                       068 51 20.1
 MM0434
 MM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4986180631(NAD 83)
 MM0434
 MM0434|---------------------------------------------------------------------|
 MM0434| PID    Reference Object                     Distance      Geod. Az  |
 MM0434|                                                           dddmmss.s |
 MM0434| CN7826 BEALL RM 1 AZIMUTH                                 0674008.9 |
 MM0434| CN7827 BEALL RM 2                           13.386 METERS 10636     |
 MM0434| CN7828 BEALL RM 3                           46.247 METERS 14842     |
 MM0434| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.28.7 KM 2174501.3 |
 MM0434|---------------------------------------------------------------------|
 MM0434
 MM0434                          SUPERSEDED SURVEY CONTROL
 MM0434
 MM0434  NAD 83(1986)-  41 21 47.54189(N)    100 47 42.20743(W) AD(       ) 1
 MM0434  NAD 27      -  41 21 47.55700(N)    100 47 40.67300(W) AD(       ) 1
 MM0434  NGVD 29 (07/19/86) 1009.     (m)         3310.     (f) VERT ANG       
 MM0434
 MM0434.Superseded values are not recommended for survey control.
 MM0434
 MM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0434.See file dsdata.pdf to determine how the superseded data were derived.
 MM0434
 MM0434_MARKER: DS = TRIANGULATION STATION DISK
 MM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0434_STAMPING: BEALL 1933
 MM0434_MARK LOGO: CGS
 MM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0434+STABILITY: SURFACE MOTION
 MM0434
 MM0434  HISTORY     - Date     Condition        Report By
 MM0434  HISTORY     - 1933     MONUMENTED       CGS
 MM0434  HISTORY     - 1973     GOOD             NGS
 MM0434
 MM0434                          STATION DESCRIPTION
 MM0434
 MM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0434'ABOUT 15 MILES NORTH AND 2 MILES WEST OF NORTH PLATTE, IN
 MM0434'NORTHEAST QUARTER SEC. 18, T. 16 N., R. 30 W., ON SUMMIT
 MM0434'OF HIGH SAND HILL IN PASTURE LEASED BY JOHN BEALL.
 MM0434'
 MM0434'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183, NORTH 1-1/2
 MM0434'MILES TO JUNCTION WITH STATE HIGHWAY 16, CONTINUE ON U.S.
 MM0434'HIGHWAY 183 FOR 8.6 MILES TO POINT WHERE HIGHWAY TURNS LEFT
 MM0434'(WEST), KEEP STRAIGHT NORTH BETWEEN GRAVEYARD AND SCHOOL
 MM0434'1.7 MILES, KEEP RIGHT FORK 0.7 MILE TO FENCE CORNER, THEN
 MM0434'NORTH FOLLOWING FENCE 0.05 MILE, KEEP LEFT ALONG FENCE NORTH
 MM0434'0.8 MILE TO GATE, KEEP LEFT FORK (NORTH) 1.1 MILES TO SWINGING
 MM0434'IRON GATE, CONTINUE NORTH 0.7 MILE TO RANCH, PASS THROUGH
 MM0434'CORRALS AND CONTINUE NORTH, EAST AND NORTH 0.9 MILE, TURN
 MM0434'WEST 0.1 MILE TO FENCE CORNER, THE BEALL HOUSE TO WEST, TURN
 MM0434'NORTH ALONG FENCE, (PASSING OLD SODDY AT 0.9), 1.7 MILES
 MM0434'TO GATE AT TOP OF HILL.  PASS THROUGH GATE AND FOLLOW
 MM0434'TRAIL 0.4 MILE TO POINT WHERE DIM TRAIL TAKES OFF TO THE
 MM0434'LEFT THROUGH VALLEY ABOUT 1 MILE TO STATION.  STATION
 MM0434'IS ON HIGHEST POINT OF POINTED SAND HILL.
 MM0434'
 MM0434'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.
 MM0434'
 MM0434'REFERENCE MARK NO. 2 IS EAST OF STATION.
 MM0434'
 MM0434'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION.
 MM0434'
 MM0434'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0434'
 MM0434'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.17 METERS.
 MM0434
 MM0434                          STATION RECOVERY (1973)
 MM0434
 MM0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0434'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 MM0434'THERE HAS BEEN SOME WIND EROSION AT THE STATION MARK BUT IT
 MM0434'APPEARS TO BE SOLID.  THE DISTANCE TO REFERENCE MARK 2 WAS
 MM0434'0.2 FOOT SHORTER THAN IN 1933 AND THE ANGLE 08 IN SMALLER
 MM0434'AND WAS DOUBLE CHECKED.  THE DISTANCE TO REFERENCE MARK 3
 MM0434'WAS 17.6 FEET LONGER THAN IN 1933 AND THE ANGLE 40 IN SMALLER.
 MM0434'THE DISTANCE WAS REDUCED TO HORIZONTAL AT THIS TIME BUT THERE
 MM0434'IS NO OBVIOUS REASON FOR THE DISCREPANCY.  A COMPLETE
 MM0434'DESCRIPTION FOLLOWS--
 MM0434'
 MM0434'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF
 MM0434'STAPLETON, 15.5 MILES SOUTH-SOUTHEAST OF TRYON, AND 15 MILES
 MM0434'NORTH OF NORTH PLATTE ON A HIGH GRASSY SANDHILL ON PROPERTY
 MM0434'OF MR. MARTIN VIERSEN.
 MM0434'
 MM0434'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER
 MM0434'THE NORTH PLATTE RIVER ON U.S. HIGHWAY 83 GO NORTH ON U.S.
 MM0434'HIGHWAY 83 FOR 2.8 MILES TO A FORK WHERE STATE HIGHWAY 97
 MM0434'GOES LEFT.  TAKE LEFT FORK AND GO NORTHWEST ON STATE HIGHWAY
 MM0434'97 FOR 5.2 MILES TO A GRADED SIDE ROAD ON THE RIGHT.  TURN
 MM0434'RIGHT AND GO NORTH ON GRADED ROAD 1.0 MILE TO CATTLEGUARD
 MM0434'AND FORK BEYOND.  CROSS CATTLEGUARD AND TAKE LEFT FORK STRAIGHT
 MM0434'AHEAD AND GO NORTH FOR 5.5 MILES ON TRACK ROAD TO RANCH HOUSE
 MM0434'OF MR. VIERSEN ON RIGHT.  CONTINUE NORTH BETWEEN TWO BARNS
 MM0434'0.2 MILE TO GATE AT NORTHEAST CORNER OF THE LARGER BARN.
 MM0434'PASS THROUGH GATE NORTH 100 FEET TO FORK AT FENCE CORNER.
 MM0434'TAKE RIGHT FORK EAST THEN NORTH 0.3 MILE ALONG WEST SIDE
 MM0434'OF WIRE FENCE TO GATE.  CONTINUE NORTH ALONG WEST SIDE OF
 MM0434'FENCE IN 4-WHEEL-DRIVE 1.35 MILES TO 4-WAY FENCE CORNER.
 MM0434'(REFERENCE MARK 1 WHICH SERVES AS AZIMUTH MARK IS
 MM0434'APPROXIMATELY 0.1 MILE EAST OF THIS POINT ON NORTH SIDE
 MM0434'OF FENCE AND WAS REACHED ON FOOT.) TURN LEFT AND PICK WAY
 MM0434'WEST-SOUTHWEST 0.3 MILE TO HIGHEST POINT AND STATION.
 MM0434'
 MM0434'THE STATION MARK IS A STANDARD DISK STAMPED BEALL 1933 CEMENTED
 MM0434'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MM0434'18 INCHES ABOVE GROUND.
 MM0434'
 MM0434'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEALL NO 1 1933
 MM0434'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0434'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 31.0 FEET NORTH
 MM0434'OF AN EAST-WEST FENCE LINE.
 MM0434'
 MM0434'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEALL NO 2 1933
 MM0434'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0434'PROJECTING 5 INCHES ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER
 MM0434'THAN THE STATION MARK.
 MM0434'
 MM0434'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEALL NO 3 1933
 MM0434'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0434'PROJECTING 5 INCHES ABOVE GROUND.  IT IS ABOUT 15 FEET LOWER
 MM0434'THAN THE STATION MARK.
 MM0434'
 MM0434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MM0434'SOUTH OF RINGGOLD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1198 ***********************************************************************
 LG1198  SACS        -  This is a Secondary Airport Control Station.
 LG1198  DESIGNATION -  BEAPORT
 LG1198  PID         -  LG1198
 LG1198  STATE/COUNTY-  NE/GAGE
 LG1198  COUNTRY     -  US
 LG1198  USGS QUAD   -  BEATRICE WEST (2017)
 LG1198
 LG1198                         *CURRENT SURVEY CONTROL
 LG1198  ______________________________________________________________________
 LG1198* NAD 83(2011) POSITION- 40 18 23.93580(N) 096 45 11.73873(W)   ADJUSTED
 LG1198* NAD 83(2011) ELLIP HT-   374.936 (meters)        (06/27/12)   ADJUSTED
 LG1198* NAD 83(2011) EPOCH   -  2010.00
 LG1198* NAVD 88 ORTHO HEIGHT -   401.93  (meters)     1318.7   (feet) GPS OBS
 LG1198  ______________________________________________________________________
 LG1198  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1198  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 LG1198  NAD 83(2011) X  -   -572,804.329 (meters)                     COMP
 LG1198  NAD 83(2011) Y  - -4,837,240.808 (meters)                     COMP
 LG1198  NAD 83(2011) Z  -  4,104,252.881 (meters)                     COMP
 LG1198  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LG1198
 LG1198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1198  Standards:
 LG1198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1198  -------------------------------------------------------------------
 LG1198  NETWORK    0.43   0.94           0.20   0.14   0.48     -0.01186603
 LG1198  -------------------------------------------------------------------
 LG1198  Click here for local accuracies and other accuracy information.
 LG1198
 LG1198.This mark is at Beatrice Municipal Airport (BIE)
 LG1198
 LG1198.The horizontal coordinates were established by GPS observations
 LG1198.and adjusted by the National Geodetic Survey in June 2012.
 LG1198
 LG1198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1198.been affixed to the stable North American tectonic plate. See 
 LG1198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1198
 LG1198.The horizontal coordinates are valid at the epoch date displayed above
 LG1198.which is a decimal equivalence of Year/Month/Day.
 LG1198
 LG1198.The orthometric height was determined by GPS observations and a
 LG1198.high-resolution geoid model.
 LG1198
 LG1198.GPS derived orthometric heights for airport stations designated as
 LG1198.PACS or SACS are published to 2 decimal places.  This maintains
 LG1198.centimeter relative accuracy between the PACS and SACS.  It does
 LG1198.not indicate centimeter accuracy relative to other marks which are
 LG1198.part of the published vertical control network.
 LG1198
 LG1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1198.GEOID18 height accuracy estimate available here.
 LG1198
 LG1198.Click photographs - Photos may exist for this station.
 LG1198
 LG1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1198
 LG1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1198
 LG1198.The ellipsoidal height was determined by GPS observations
 LG1198.and is referenced to NAD 83.
 LG1198
 LG1198. The following values were computed from the NAD 83(2011) position.
 LG1198
 LG1198;                    North         East     Units Scale Factor Converg.
 LG1198;SPC NE       -    57,734.712   775,908.163   MT  0.99987543   +2 09 05.8
 LG1198;SPC NE       -   189,417.97  2,545,625.36   sFT  0.99987543   +2 09 05.8
 LG1198;UTM  14      - 4,464,215.369   690,928.440   MT  1.00004875   +1 27 13.7
 LG1198
 LG1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1198!SPC NE       -   0.99994119  x   0.99987543  =   0.99981662
 LG1198!UTM  14      -   0.99994119  x   1.00004875  =   0.99998993
 LG1198
 LG1198:                Primary Azimuth Mark                     Grid Az
 LG1198:SPC NE       -  25 A                                     092 22 34.7
 LG1198:UTM  14      -  25 A                                     093 04 26.8
 LG1198
 LG1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9092864215(NAD 83)
 LG1198
 LG1198|---------------------------------------------------------------------|
 LG1198| PID    Reference Object                     Distance      Geod. Az  |
 LG1198|                                                           dddmmss.s |
 LG1198| LG1206 BEATRICE GAS CO MW TWR              APPROX. 1.3 KM 0264503.3 |
 LG1198| LG1192 25 A                                426.360 METERS 0943140.5 |
 LG1198| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 4.2 KM 1721230.6 |
 LG1198| LG1203 BEAPORT AZ MK                       APPROX. 0.7 KM 1792930.9 |
 LG1198| LG1204 BEAPORT RM 1                         21.012 METERS 22510     |
 LG1198| LG1205 BEAPORT RM 2                         19.389 METERS 30900     |
 LG1198|---------------------------------------------------------------------|
 LG1198
 LG1198                          SUPERSEDED SURVEY CONTROL
 LG1198
 LG1198  NAD 83(2007)-  40 18 23.93578(N)    096 45 11.73943(W) AD(2002.00) 0
 LG1198  ELLIP H (02/10/07)  374.956  (m)                       GP(2002.00)    
 LG1198  ELLIP H (01/09/02)  374.933  (m)                       GP(       ) 4 1
 LG1198  NAD 83(1995)-  40 18 23.93567(N)    096 45 11.73872(W) AD(       ) 1
 LG1198  ELLIP H (08/21/98)  375.015  (m)                       GP(       ) 4 1
 LG1198  NAD 83(1995)-  40 18 23.93329(N)    096 45 11.74235(W) AD(       ) 1
 LG1198  ELLIP H (08/18/97)  374.951  (m)                       GP(       ) 4 1
 LG1198  NAD 83(1986)-  40 18 23.94273(N)    096 45 11.73741(W) AD(       ) 1
 LG1198  NGVD 29 (02/23/90)  401.84   (m)  RAPSU86  model used  GPS OBS        
 LG1198
 LG1198.Superseded values are not recommended for survey control.
 LG1198
 LG1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1198.See file dsdata.pdf to determine how the superseded data were derived.
 LG1198
 LG1198_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1198_STAMPING: BEAPORT 1988
 LG1198_MARK LOGO: NGS
 LG1198_PROJECTION: FLUSH
 LG1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1198+STABILITY: SURFACE MOTION
 LG1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1198+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG1198
 LG1198  HISTORY     - Date     Condition        Report By
 LG1198  HISTORY     - 1988     MONUMENTED       NGS
 LG1198  HISTORY     - 19890321 GOOD             NGS
 LG1198  HISTORY     - 19890626 GOOD             NGS
 LG1198  HISTORY     - 19900615 GOOD             NGS
 LG1198  HISTORY     - 19950511 GOOD             NGS
 LG1198  HISTORY     - 19970522 GOOD             NGS
 LG1198  HISTORY     - 20080713 GOOD             WOOLPT
 LG1198  HISTORY     - 20091109 GOOD             HWSCON
 LG1198  HISTORY     - 20170202 GOOD             INDIV
 LG1198
 LG1198                          STATION DESCRIPTION
 LG1198
 LG1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1198'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF BEATRICE, AT THE
 LG1198'BEATRICE MUNICIPAL AIRPORT, ALONG RUNWAY 17-35.  OWNERSHIP--BEATRICE
 LG1198'AIRPORT AUTHORITY, BOX 277, BEATRICE, NE 68310.  AIRPORT MANAGER IS
 LG1198'DONALD FITZWATER, TELEPHONE 402-223-5349.
 LG1198'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND 136 IN
 LG1198'BEATRICE, GO NORTH ON US HIGHWAY 77 FOR 3.9 KM (2.40 MI) TO THE
 LG1198'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.3 KM
 LG1198'(0.20 MI) TO THE TERMINAL BUILDING.  BEAR LEFT AND GO SOUTH FOR 0.1 KM
 LG1198'(0.05 MI) TO A GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE, THEN
 LG1198'TURN SHARP RIGHT ON PAVED LANE TO THE WEST SIDE OF THE TERMINAL
 LG1198'BUILDING.  TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO
 LG1198'RUNWAY 17-35. TURN RIGHT AND GO NORTH ALONG THE SIDE OF THE RUNWAY FOR
 LG1198'0.7 KM (0.45 MI) TO AN OLD EAST-WEST ROAD AND THE STATION.
 LG1198'THE STATION IS SET 32.9 M (107.9 FT) NORTH OF THE EXTENDED FENCELINE
 LG1198'ON THE SOUTH SIDE OF THE OLD ROAD, 30.16 M (98.9 FT) EAST OF THE
 LG1198'RUNWAY CENTERLINE, 21.3 M (69.9 FT) NORTH OF THE APPROXIMATE CENTER OF
 LG1198'THE OLD ROAD 14.94 M (49.0 FT) EAST OF THE EAST EDGE OF THE CONCRETE
 LG1198'RUNWAY AND RECESSED 3 CM BELOW THE SURFACE.
 LG1198'DESCRIBED BY J.A. ODUM, TYPED BY E.A. RICE.
 LG1198
 LG1198                          STATION RECOVERY (1989)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1198'RECOVERED IN GOOD CONDITION.
 LG1198
 LG1198                          STATION RECOVERY (1990)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1198'THE STATION IS LOCATED NEAR THE NORTH END OF BEATRICE MUNI AIRPORT,
 LG1198'APPROXIMATELY 1200 FT (365.8 M) SOUTH OF RUNWAY END 17.  THE STATION
 LG1198'IS 170.9 FT (52.1 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT SOUTH OF THE
 LG1198'RUNWAY END, 52.7 FT (16.1 M) NORTHEAST OF THE SIXTH RUNWAY LIGHT, 98.9
 LG1198'FT (30.1 M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 301.2 FT (91.8 M)
 LG1198'WEST OF THE CENTER OF THE PARALLEL TAXIWAY, AND 69.7 FT (21.2 M) NORTH
 LG1198'OF A DIM EAST-WEST TRACK ROAD.  THE STATION IS A NGS TRIANGULATION
 LG1198'DISK SET FLUSH WITH THE GROUND AND STAMPED BEAPORT 1988.
 LG1198
 LG1198                          STATION RECOVERY (1995)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1198'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1198'MI (4.0 KM) NORTH OF BEATRICE AND AT THE BEATRICE MUNICIPAL AIRPORT.
 LG1198'OWNERSHIP--BEATRICE AIRPORT AUTHORITY, BOX 277, BEATRICE NE 68310.
 LG1198'AIRPORT MANAGER, DON FRITZWATER, PHONE (402) 223-5349, FBO (402)
 LG1198'223-5349.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 LG1198'AND STATE HIGHWAYS 4 AND 136 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1198'FOR 2.4 MI (3.9 KM) TO A ROAD LEFT, TURN LEFT AND GO WESTERLY
 LG1198'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 LG1198'OFFICE ON THE RIGHT, CONTINUE AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD
 LG1198'SOUTHERLY FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 LG1198'PASS THROUGH GATE, TURN RIGHT THEN RIGHT AGAIN AND GO WESTERLY ON A
 LG1198'PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APRON ON THE WEST SIDE OF THE
 LG1198'OFFICE BUILDING, BEAR LEFT AND GO WEST ON THE APRON, THEN A CONNECTOR
 LG1198'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, TURN RIGHT AND
 LG1198'GO NORTH ON THE PARALLEL TAXIWAY FOR 0.45 MI (0.72 KM) TO AN OLD
 LG1198'EAST-WEST ROAD BED AND THE STATION ON THE LEFT.  THE STATION IS 302.0
 LG1198'FT (92.0 M) WEST OF THE TAXIWAY CENTER, 98.9 FT (30.1 M) EAST OF THE
 LG1198'RUNWAY CENTER, 69.9 FT (21.3 M) NORTH OF THE APPROXIMATE CENTER OF THE
 LG1198'OLD ROAD BED AND 51.5 FT (15.7 M) NORTHEAST OF A RUNWAY LIGHT (JUST
 LG1198'NORTH OF THE OLD ROAD BED).  THIS STATION TO BE USED AS SACS.
 LG1198
 LG1198                          STATION RECOVERY (1997)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1198'RECOVERED AS DESCRIBED.
 LG1198
 LG1198                          STATION RECOVERY (2008)
 LG1198
 LG1198'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DMM)
 LG1198'RECOVERED AS DESCRIBED.
 LG1198
 LG1198                          STATION RECOVERY (2009)
 LG1198
 LG1198'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 LG1198'NEW AIRPORT MGR DIANA SMITH
 LG1198'(402)223-5349
 LG1198
 LG1198                          STATION RECOVERY (2017)
 LG1198
 LG1198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1198'RECOVERED AS DESCRIBED. USING BM BEATRICE DOING A LEVEL LINE TO MARK
 LG1198'THEN INTO BM M-174 NEW STATE ELEVATION IS 1318.869.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1203 ***********************************************************************
 LG1203  SACS        -  This is a Secondary Airport Control Station.
 LG1203  DESIGNATION -  BEAPORT AZ MK
 LG1203  PID         -  LG1203
 LG1203  STATE/COUNTY-  NE/GAGE
 LG1203  COUNTRY     -  US
 LG1203  USGS QUAD   -  BEATRICE WEST (2017)
 LG1203
 LG1203                         *CURRENT SURVEY CONTROL
 LG1203  ______________________________________________________________________
 LG1203* NAD 83(2011) POSITION- 40 17 59.90578(N) 096 45 11.46041(W)   ADJUSTED
 LG1203* NAD 83(2011) ELLIP HT-   369.901 (meters)        (06/27/12)   ADJUSTED
 LG1203* NAD 83(2011) EPOCH   -  2010.00
 LG1203* NAVD 88 ORTHO HEIGHT -   396.91  (meters)     1302.2   (feet) GPS OBS
 LG1203  ______________________________________________________________________
 LG1203  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1203  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 LG1203  NAD 83(2011) X  -   -572,853.731 (meters)                     COMP
 LG1203  NAD 83(2011) Y  - -4,837,713.899 (meters)                     COMP
 LG1203  NAD 83(2011) Z  -  4,103,684.332 (meters)                     COMP
 LG1203  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LG1203
 LG1203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1203  Standards:
 LG1203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1203  -------------------------------------------------------------------
 LG1203  NETWORK    0.41   0.92           0.19   0.13   0.47     -0.00707257
 LG1203  -------------------------------------------------------------------
 LG1203  Click here for local accuracies and other accuracy information.
 LG1203
 LG1203.This mark is at Beatrice Municipal Airport (BIE)
 LG1203
 LG1203.The horizontal coordinates were established by GPS observations
 LG1203.and adjusted by the National Geodetic Survey in June 2012.
 LG1203
 LG1203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1203.been affixed to the stable North American tectonic plate. See 
 LG1203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1203
 LG1203.The horizontal coordinates are valid at the epoch date displayed above
 LG1203.which is a decimal equivalence of Year/Month/Day.
 LG1203
 LG1203.The orthometric height was determined by GPS observations and a
 LG1203.high-resolution geoid model.
 LG1203
 LG1203.GPS derived orthometric heights for airport stations designated as
 LG1203.PACS or SACS are published to 2 decimal places.  This maintains
 LG1203.centimeter relative accuracy between the PACS and SACS.  It does
 LG1203.not indicate centimeter accuracy relative to other marks which are
 LG1203.part of the published vertical control network.
 LG1203
 LG1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1203.GEOID18 height accuracy estimate available here.
 LG1203
 LG1203.Click photographs - Photos may exist for this station.
 LG1203
 LG1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1203
 LG1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1203
 LG1203.The ellipsoidal height was determined by GPS observations
 LG1203.and is referenced to NAD 83.
 LG1203
 LG1203. The following values were computed from the NAD 83(2011) position.
 LG1203
 LG1203;                    North         East     Units Scale Factor Converg.
 LG1203;SPC NE       -    56,994.377   775,942.554   MT  0.99987784   +2 09 06.0
 LG1203;SPC NE       -   186,989.05  2,545,738.20   sFT  0.99987784   +2 09 06.0
 LG1203;UTM  14      - 4,463,474.542   690,953.815   MT  1.00004887   +1 27 13.2
 LG1203
 LG1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1203!SPC NE       -   0.99994198  x   0.99987784  =   0.99981982
 LG1203!UTM  14      -   0.99994198  x   1.00004887  =   0.99999084
 LG1203
 LG1203:                Primary Azimuth Mark                     Grid Az
 LG1203:SPC NE       -  BEATRICE GAS CO MW TWR                   014 47 24.6
 LG1203:UTM  14      -  BEATRICE GAS CO MW TWR                   015 29 17.4
 LG1203
 LG1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9095363474(NAD 83)
 LG1203
 LG1203|---------------------------------------------------------------------|
 LG1203| PID    Reference Object                     Distance      Geod. Az  |
 LG1203|                                                           dddmmss.s |
 LG1203| LG1206 BEATRICE GAS CO MW TWR              APPROX. 2.0 KM 0165630.6 |
 LG1203| LG1050 AIR                                 458.680 METERS 0912814.0 |
 LG1203| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 3.5 KM 1703915.6 |
 LG1203| AB4128 BIE A                               APPROX. 0.6 KM 1724335.7 |
 LG1203| LG1198 BEAPORT                             APPROX. 0.7 KM 3592931.1 |
 LG1203|---------------------------------------------------------------------|
 LG1203
 LG1203                          SUPERSEDED SURVEY CONTROL
 LG1203
 LG1203  NAD 83(2007)-  40 17 59.90577(N)    096 45 11.46110(W) AD(2002.00) 0
 LG1203  ELLIP H (02/10/07)  369.921  (m)                       GP(2002.00)    
 LG1203  ELLIP H (01/09/02)  369.898  (m)                       GP(       ) 4 1
 LG1203  NAD 83(1995)-  40 17 59.90566(N)    096 45 11.46039(W) AD(       ) 1
 LG1203  ELLIP H (08/21/98)  369.980  (m)                       GP(       ) 4 1
 LG1203  NAD 83(1995)-  40 17 59.90381(N)    096 45 11.46425(W) AD(       ) 3
 LG1203  ELLIP H (08/18/97)  369.902  (m)                       GP(       ) 4 1
 LG1203  NAD 83(1986)-  40 17 59.91317(N)    096 45 11.45893(W) AD(       ) 3
 LG1203  NGVD 29 (02/23/90)  396.80   (m)  RAPSU86  model used  GPS OBS        
 LG1203
 LG1203.Superseded values are not recommended for survey control.
 LG1203
 LG1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1203.See file dsdata.pdf to determine how the superseded data were derived.
 LG1203
 LG1203_MARKER: DZ = AZIMUTH MARK DISK
 LG1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1203_STAMPING: BEAPORT 1988
 LG1203_MARK LOGO: NGS
 LG1203_PROJECTION: FLUSH
 LG1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1203+STABILITY: SURFACE MOTION
 LG1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1203+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG1203
 LG1203  HISTORY     - Date     Condition        Report By
 LG1203  HISTORY     - 1988     MONUMENTED       NGS
 LG1203  HISTORY     - 19890321 GOOD             NGS
 LG1203  HISTORY     - 19900820 GOOD             NGS
 LG1203  HISTORY     - 19950511 GOOD             NGS
 LG1203  HISTORY     - 19970522 GOOD             NGS
 LG1203  HISTORY     - 20080713 GOOD             WOOLPT
 LG1203  HISTORY     - 20091109 GOOD             HWSCON
 LG1203  HISTORY     - 20170202 GOOD             INDIV
 LG1203
 LG1203                          STATION DESCRIPTION
 LG1203
 LG1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1203'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF BEATRICE, AT THE
 LG1203'BEATRICE MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY LEADING TO
 LG1203'THE TERMINAL BUILDING AND RUNWAY 17-35.  OWNERSHIP--BEATRICE AIRPORT
 LG1203'AUTHORITY, BOX 277, BEATRICE, NE 68310.  AIRPORT MANAGER IS DONALD
 LG1203'FITZWATER, TELEPHONE 402-223-5349.
 LG1203'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND 136 IN
 LG1203'BEATRICE, GO NORTH ON US HIGHWAY 77 FOR 3.9 KM (2.40 MI) TO THE
 LG1203'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.3 KM
 LG1203'(0.20 MI) TO THE TERMINAL BUILDING.  BEAR LEFT AND GO SOUTH FOR 0.1 KM
 LG1203'(0.05 MI) TO A GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE, THEN
 LG1203'TURN SHARP RIGHT ON PAVED LANE TO THE WEST SIDE OF THE TERMINAL
 LG1203'BUILDING.  TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO
 LG1203'RUNWAY 17-35 AND THE STATION ON THE RIGHT.
 LG1203'THE STATION IS SET 31.9 M (104.7 FT)  EAST OF THE RUNWAY CENTERLINE,
 LG1203'22.7 M (74.5 FT) NORTH OF THE TAXIWAY CENTERLINE AND RECESSED 5 CM
 LG1203'BELOW THE GROUND SURFACE.
 LG1203'DESCRIBED BY J.A. ODUM, TYPED BY E.A.RICE.
 LG1203
 LG1203                          STATION RECOVERY (1990)
 LG1203
 LG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1203'THE STATION IS LOCATED AT BEATRICE MUNI AIRPORT APPROXIMATELY
 LG1203'MIDFIELD.  THE STATION IS LOCATED 104.8 FT (31.9 M) EAST OF THE CENTER
 LG1203'RUNWAY 17-35, 74.6 FT (22.7 M) NORTH OF THE CENTER OF A EAST-WEST
 LG1203'TAXIWAY LEADING TO RAMP, 152.8 FT (46.6 M) WEST OF THE MANHOLE COVER,
 LG1203'168.6 FT (51.4 M) NORTHWEST OF THE CENTER OF THE TAXIWAY AND THE
 LG1203'TAXIWAY HOLDBAR, 41.8 FT (12.7 M) NORTHEAST OF THE TAXIWAY LIGHT AT
 LG1203'THE CORNER OF TAXIWAY AND RUNWAY, 44.8 FT (13.7 M) EAST OF THE FIRST
 LG1203'RUNWAY LIGHT NORTH OF THE TXY AND RWY INTERSECTION, AND 54.8 FT (16.7
 LG1203'M) EAST OF THE EAST EDGE OF THE RUNWAY.  THE STATION IS A NGS AZIMUTH
 LG1203'STATION MARK SET FLUSH WITH THE GROUND AND STAMPED BEAPORT AZ MK 1988.
 LG1203
 LG1203                          STATION RECOVERY (1995)
 LG1203
 LG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1203'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1203'MI (4.0 KM) NORTH OF BEATRICE AND AT THE BEATRICE MUNICIPAL AIRPORT.
 LG1203'OWNERSHIP--BEATRICE AIRPORT AUTHORITY, BOX 277, BEATRICE NE 68310.
 LG1203'AIRPORT MANAGER, DON FRITZWATER, PHONE (402) 223-5349, FBO (402)
 LG1203'223-5349.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 LG1203'AND STATE HIGHWAYS 4 AND 136 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1203'FOR 2.4 MI (3.9 KM) TO A ROAD LEFT, TURN LEFT AND GO WESTERLY
 LG1203'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 LG1203'OFFICE ON THE RIGHT, CONTINUE AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD
 LG1203'SOUTHERLY FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 LG1203'PASS THROUGH GATE, TURN RIGHT THEN RIGHT AGAIN AND GO WESTERLY ON A
 LG1203'PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APRON ON THE WEST SIDE OF THE
 LG1203'OFFICE BUILDING, BEAR LEFT AND GO WEST ON THE APRON, THEN A CONNECTOR
 LG1203'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, CONTINUE AHEAD
 LG1203'AND GO WEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 LG1203'STATION ON THE RIGHT.  THE STATION IS 153.0 FT (46.6 M) WEST OF A
 LG1203'MANHOLE COVER CENTER, 105.0 FT (32.0 M) EAST OF THE RUNWAY CENTER,
 LG1203'74.7 FT (22.8 M) NORTH OF THE CONNECTOR TAXIWAY CENTER, 42.9 FT (13.1
 LG1203'M) NORTHEAST OF A TAXIWAY LIGHT (18) AND 33.7 FT (10.3 M) EAST OF THE
 LG1203'NORTHEAST CORNER OF A CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN.
 LG1203'THIS STATION TO BE USED AS SACS.
 LG1203
 LG1203                          STATION RECOVERY (1997)
 LG1203
 LG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1203'RECOVERED AS DESCRIBED.
 LG1203
 LG1203                          STATION RECOVERY (2008)
 LG1203
 LG1203'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DMM)
 LG1203'RECOVERED AS DESCRIBED.
 LG1203
 LG1203                          STATION RECOVERY (2009)
 LG1203
 LG1203'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 LG1203'NEW AIRPORT MGR DIANA SMITH
 LG1203'(402)223-5349
 LG1203
 LG1203                          STATION RECOVERY (2017)
 LG1203
 LG1203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1203'RECOVERED AS DESCRIBED. ESTABLISHED STATE ELEVATION 1302.371.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1204 ***********************************************************************
 LG1204  DESIGNATION -  BEAPORT RM 1
 LG1204  PID         -  LG1204
 LG1204  STATE/COUNTY-  NE/GAGE
 LG1204  COUNTRY     -  US
 LG1204  USGS QUAD   -  BEATRICE WEST (2017)
 LG1204
 LG1204                         *CURRENT SURVEY CONTROL
 LG1204  ______________________________________________________________________
 LG1204* NAD 83(2011) POSITION- 40 18 23.45249(N) 096 45 12.37322(W)   ADJUSTED
 LG1204* NAD 83(2011) ELLIP HT-   374.988 (meters)        (06/27/12)   ADJUSTED
 LG1204* NAD 83(2011) EPOCH   -  2010.00
 LG1204* NAVD 88 ORTHO HEIGHT -   402.0   (meters)     1319.    (feet) GPS OBS
 LG1204  ______________________________________________________________________
 LG1204  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1204  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 LG1204  NAD 83(2011) X  -   -572,820.347 (meters)                     COMP
 LG1204  NAD 83(2011) Y  - -4,837,248.662 (meters)                     COMP
 LG1204  NAD 83(2011) Z  -  4,104,241.545 (meters)                     COMP
 LG1204  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LG1204
 LG1204  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1204  Standards:
 LG1204         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1204            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1204  -------------------------------------------------------------------
 LG1204  NETWORK    0.87   1.06           0.38   0.33   0.54      0.14262593
 LG1204  -------------------------------------------------------------------
 LG1204  Click here for local accuracies and other accuracy information.
 LG1204
 LG1204.This mark is at Beatrice Municipal Airport (BIE)
 LG1204
 LG1204.The horizontal coordinates were established by GPS observations
 LG1204.and adjusted by the National Geodetic Survey in June 2012.
 LG1204
 LG1204.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1204.been affixed to the stable North American tectonic plate. See 
 LG1204.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1204
 LG1204.The horizontal coordinates are valid at the epoch date displayed above
 LG1204.which is a decimal equivalence of Year/Month/Day.
 LG1204
 LG1204.The orthometric height was determined by GPS observations and a
 LG1204.high-resolution geoid model.
 LG1204
 LG1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1204.GEOID18 height accuracy estimate available here.
 LG1204
 LG1204.Click photographs - Photos may exist for this station.
 LG1204
 LG1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1204
 LG1204.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1204
 LG1204.The ellipsoidal height was determined by GPS observations
 LG1204.and is referenced to NAD 83.
 LG1204
 LG1204. The following values were computed from the NAD 83(2011) position.
 LG1204
 LG1204;                    North         East     Units Scale Factor Converg.
 LG1204;SPC NE       -    57,719.254   775,893.752   MT  0.99987548   +2 09 05.4
 LG1204;SPC NE       -   189,367.25  2,545,578.08   sFT  0.99987548   +2 09 05.4
 LG1204;UTM  14      - 4,464,200.085   690,913.839   MT  1.00004869   +1 27 13.3
 LG1204
 LG1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1204!SPC NE       -   0.99994118  x   0.99987548  =   0.99981667
 LG1204!UTM  14      -   0.99994118  x   1.00004869  =   0.99998987
 LG1204
 LG1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9091364200(NAD 83)
 LG1204
 LG1204                          SUPERSEDED SURVEY CONTROL
 LG1204
 LG1204  NAD 83(2007)-  40 18 23.45248(N)    096 45 12.37391(W) AD(2002.00) 0
 LG1204  ELLIP H (02/10/07)  375.008  (m)                       GP(2002.00)    
 LG1204  ELLIP H (01/09/02)  374.984  (m)                       GP(       ) 4 1
 LG1204  NAD 83(1995)-  40 18 23.45237(N)    096 45 12.37320(W) AD(       ) 3
 LG1204  ELLIP H (08/21/98)  375.066  (m)                       GP(       ) 4 1
 LG1204  NAD 83(1995)-  40 18 23.45453(N)    096 45 12.37136(W) AD(       ) 3
 LG1204  NAD 83(1986)-  40 18 23.46244(N)    096 45 12.36842(W) AD(       ) 3
 LG1204
 LG1204.Superseded values are not recommended for survey control.
 LG1204
 LG1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1204.See file dsdata.pdf to determine how the superseded data were derived.
 LG1204
 LG1204_MARKER: DR = REFERENCE MARK DISK
 LG1204_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG1204_SP_SET: RUNWAY
 LG1204_STAMPING: BEAPORT NO 1 1988
 LG1204_MARK LOGO: NGS
 LG1204_PROJECTION: FLUSH
 LG1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1204+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG1204
 LG1204  HISTORY     - Date     Condition        Report By
 LG1204  HISTORY     - 1988     MONUMENTED       NGS
 LG1204  HISTORY     - 19970522 GOOD             NGS
 LG1204  HISTORY     - 20091109 GOOD             HWSCON
 LG1204  HISTORY     - 20170202 GOOD             INDIV
 LG1204
 LG1204                          STATION DESCRIPTION
 LG1204
 LG1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1204'THE MARK IS LOCATED ON THE BEATRICE MUNICPAL AIRPORT, ABOUT 0.8 KM
 LG1204'(0.50 MI) NORTH FROM THE TERMINAL BUILDING AND 21.144 M (69.4 FT)
 LG1204'SOUTHWEST FROM STATION BEAPORT.
 LG1204'TO REACH THE STATION FROM THE WEST SIDE OF THE TERMINAL BUILDING, GO
 LG1204'WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO A NORTH/SOUTH RUNWAY.  TURN
 LG1204'RIGHT AND GO NORTH ALONG THE EAST SIDE OF THE RUNWAY FOR 0.72 KM
 LG1204'(0.45 MI) TO THE MARK ON THE RIGHT, CEMENTED INTO A DRILLED HOLE IN
 LG1204'THE CONCRETE RUNWAY.
 LG1204'DESCRIBED BY J.A. ODUM.
 LG1204
 LG1204                          STATION RECOVERY (1997)
 LG1204
 LG1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1204'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1204'MI (4.0 KM) NORTH OF BEATRICE, AT THE BEATRICE MUNICIPAL AIRPORT AND
 LG1204'SET INTO THE EAST EDGE OF THE NORTH-SOUTH RUNWAY. OWNERSHIP--BEATRICE
 LG1204'AIRPORT AUTHORITY, BOX 277, BEATRICE, NE 68310. AIRPORT MANAGER, DON
 LG1204'FRITZWATER, PHONE (402) 223-5349.  FBO (402) 223-5349.  TO REACH THE
 LG1204'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAYS 4 AND
 LG1204'136 IN BEATRICE, GO NORTH ON U.S.  HIGHWAY 77 FOR 2.4 MI (3.9 KM) TO A
 LG1204'ROAD LEFT, TURN LEFT AND GO WESTERLY FOLLOWING THE AIRPORT ENTRANCE
 LG1204'ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE
 LG1204'AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD SOUTHERLY FOR 0.05 MI (0.08 KM)
 LG1204'TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE, TURN RIGHT THEN
 LG1204'RIGHT AGAIN AND GO WESTERLY ON A PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO
 LG1204'THE APRON ON THE WEST SIDE OF THE OFFICE BUILDING, BEAR LEFT AND GO
 LG1204'WEST ON THE APRON, THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 LG1204'TAXIWAY INTERSECTION, TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY
 LG1204'FOR 0.45 MI (0.72 KM) TO A OLD EAST-WEST ROAD BED AND THE STATION ON
 LG1204'THE LEFT.  THE STATION IS SET FLUSH WITH THE SURFACE OF THE RUNWAY,
 LG1204'69.4 FT (21.2 M) SOUTHWEST OF STATION BEAPORT AND 0.5 FT (15.2 CM)
 LG1204'WEST OF THE EAST EDGE OF THE RUNWAY.
 LG1204
 LG1204                          STATION RECOVERY (2009)
 LG1204
 LG1204'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 LG1204'NEW AIRPORT MGR DIANA SMITH
 LG1204'(402)223-5349
 LG1204
 LG1204                          STATION RECOVERY (2017)
 LG1204
 LG1204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1204'RECOVERED AS DESCRIBED. NEW STATE ELEVATION IS 1319.087.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1205 ***********************************************************************
 LG1205  DESIGNATION -  BEAPORT RM 2
 LG1205  PID         -  LG1205
 LG1205  STATE/COUNTY-  NE/GAGE
 LG1205  COUNTRY     -  US
 LG1205  USGS QUAD   -  BEATRICE WEST (2017)
 LG1205
 LG1205                         *CURRENT SURVEY CONTROL
 LG1205  ______________________________________________________________________
 LG1205* NAD 83(2011) POSITION- 40 18 24.33417(N) 096 45 12.38101(W)   ADJUSTED
 LG1205* NAD 83(2011) ELLIP HT-   375.160 (meters)        (06/27/12)   ADJUSTED
 LG1205* NAD 83(2011) EPOCH   -  2010.00
 LG1205* NAVD 88 ORTHO HEIGHT -   402.2   (meters)     1320.    (feet) GPS OBS
 LG1205  ______________________________________________________________________
 LG1205  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1205  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 LG1205  NAD 83(2011) X  -   -572,818.477 (meters)                     COMP
 LG1205  NAD 83(2011) Y  - -4,837,231.300 (meters)                     COMP
 LG1205  NAD 83(2011) Z  -  4,104,262.397 (meters)                     COMP
 LG1205  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LG1205
 LG1205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1205  Standards:
 LG1205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1205  -------------------------------------------------------------------
 LG1205  NETWORK    1.20   1.27           0.52   0.46   0.65     -0.02572746
 LG1205  -------------------------------------------------------------------
 LG1205  Click here for local accuracies and other accuracy information.
 LG1205
 LG1205.This mark is at Beatrice Municipal Airport (BIE)
 LG1205
 LG1205.The horizontal coordinates were established by GPS observations
 LG1205.and adjusted by the National Geodetic Survey in June 2012.
 LG1205
 LG1205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1205.been affixed to the stable North American tectonic plate. See 
 LG1205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1205
 LG1205.The horizontal coordinates are valid at the epoch date displayed above
 LG1205.which is a decimal equivalence of Year/Month/Day.
 LG1205
 LG1205.The orthometric height was determined by GPS observations and a
 LG1205.high-resolution geoid model.
 LG1205
 LG1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1205.GEOID18 height accuracy estimate available here.
 LG1205
 LG1205.Click photographs - Photos may exist for this station.
 LG1205
 LG1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1205
 LG1205.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1205
 LG1205.The ellipsoidal height was determined by GPS observations
 LG1205.and is referenced to NAD 83.
 LG1205
 LG1205. The following values were computed from the NAD 83(2011) position.
 LG1205
 LG1205;                    North         East     Units Scale Factor Converg.
 LG1205;SPC NE       -    57,746.420   775,892.547   MT  0.99987539   +2 09 05.3
 LG1205;SPC NE       -   189,456.38  2,545,574.13   sFT  0.99987539   +2 09 05.3
 LG1205;UTM  14      - 4,464,227.268   690,912.965   MT  1.00004868   +1 27 13.3
 LG1205
 LG1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1205!SPC NE       -   0.99994115  x   0.99987539  =   0.99981655
 LG1205!UTM  14      -   0.99994115  x   1.00004868  =   0.99998983
 LG1205
 LG1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9091264227(NAD 83)
 LG1205
 LG1205                          SUPERSEDED SURVEY CONTROL
 LG1205
 LG1205  NAD 83(2007)-  40 18 24.33416(N)    096 45 12.38171(W) AD(2002.00) 0
 LG1205  ELLIP H (02/10/07)  375.180  (m)                       GP(2002.00)    
 LG1205  ELLIP H (01/09/02)  375.156  (m)                       GP(       ) 4 1
 LG1205  NAD 83(1995)-  40 18 24.33404(N)    096 45 12.38099(W) AD(       ) 3
 LG1205  ELLIP H (08/21/98)  375.238  (m)                       GP(       ) 4 1
 LG1205  NAD 83(1995)-  40 18 24.32737(N)    096 45 12.37809(W) AD(       ) 3
 LG1205  NAD 83(1986)-  40 18 24.33828(N)    096 45 12.37555(W) AD(       ) 3
 LG1205
 LG1205.Superseded values are not recommended for survey control.
 LG1205
 LG1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1205.See file dsdata.pdf to determine how the superseded data were derived.
 LG1205
 LG1205_MARKER: DR = REFERENCE MARK DISK
 LG1205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG1205_SP_SET: RUNWAY
 LG1205_STAMPING: BEAPORT NO 2 1988
 LG1205_MARK LOGO: NGS
 LG1205_PROJECTION: FLUSH
 LG1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1205+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG1205
 LG1205  HISTORY     - Date     Condition        Report By
 LG1205  HISTORY     - 1988     MONUMENTED       NGS
 LG1205  HISTORY     - 19970522 GOOD             NGS
 LG1205  HISTORY     - 20091109 GOOD             HWSCON
 LG1205  HISTORY     - 20170202 GOOD             INDIV
 LG1205
 LG1205                          STATION DESCRIPTION
 LG1205
 LG1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1205'THE MARK IS LOCATED ON THE BEATRICE MUNICPAL AIRPORT, ABOUT 0.8 KM
 LG1205'(0.50 MI) NORTH FROM THE TERMINAL BUILDING AND 19.532 M (64.1 FT)
 LG1205'NORTHWEST FROM STATION BEAPORT.
 LG1205'TO REACH THE STATION FROM THE WEST SIDE OF THE TERMINAL BUILDING, GO
 LG1205'WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO A NORTH/SOUTH RUNWAY.  TURN
 LG1205'RIGHT AND GO NORTH ALONG THE EAST SIDE OF THE RUNWAY FOR 0.72 KM
 LG1205'(0.45 MI) TO THE MARK ON THE RIGHT, CEMENTED INTO A DRILLED HOLE IN
 LG1205'THE CONCRETE RUNWAY.
 LG1205'DESCRIBED BY J.A. ODUM.
 LG1205
 LG1205                          STATION RECOVERY (1997)
 LG1205
 LG1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1205'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1205'MI (4.0 KM) NORTH OF BEATRICE, AT THE BEATRICE MUNICIPAL AIRPORT AND
 LG1205'SET INTO THE EAST EDGE OF THE NORTH-SOUTH RUNWAY. OWNERSHIP--BEATRICE
 LG1205'AIRPORT AUTHORITY, BOX 277, BEATRICE, NE 68310. AIRPORT MANAGER, DON
 LG1205'FRITZWATER, PHONE (402) 223-5349.  FBO (402) 223-5349.  TO REACH THE
 LG1205'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAYS 4 AND
 LG1205'136 IN BEATRICE, GO NORTH ON U.S.  HIGHWAY 77 FOR 2.4 MI (3.9 KM) TO A
 LG1205'ROAD LEFT, TURN LEFT AND GO WESTERLY FOLLOWING THE AIRPORT ENTRANCE
 LG1205'ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE
 LG1205'AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD SOUTHERLY FOR 0.05 MI (0.08 KM)
 LG1205'TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE, TURN RIGHT THEN
 LG1205'RIGHT AGAIN AND GO WESTERLY ON A PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO
 LG1205'THE APRON ON THE WEST SIDE OF THE OFFICE BUILDING, BEAR LEFT AND GO
 LG1205'WEST ON THE APRON, THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 LG1205'TAXIWAY INTERSECTION, TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY
 LG1205'FOR 0.45 MI (0.72 KM) TO A OLD EAST-WEST ROAD BED AND THE STATION ON
 LG1205'THE LEFT.  THE STATION IS SET FLUSH WITH THE SURFACE OF THE RUNWAY,
 LG1205'64.0 FT (19.5 M) NORTHEAST OF STATION BEAPORT AND 0.5 FT (15.2 CM)
 LG1205'WEST OF THE EAST EDGE OF THE RUNWAY.
 LG1205
 LG1205                          STATION RECOVERY (2009)
 LG1205
 LG1205'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 LG1205'NEW AIRPORT MGR DIANA SMITH
 LG1205'(402)223-5349
 LG1205
 LG1205                          STATION RECOVERY (2017)
 LG1205
 LG1205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1205'RECOVERED AS DESCRIBED. HAS NEW STATE ELEVATION 1319.647.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0482 ***********************************************************************
 MM0482  DESIGNATION -  BEAR
 MM0482  PID         -  MM0482
 MM0482  STATE/COUNTY-  NE/ARTHUR
 MM0482  COUNTRY     -  US
 MM0482  USGS QUAD   -  BEAR HILL (2017)
 MM0482
 MM0482                         *CURRENT SURVEY CONTROL
 MM0482  ______________________________________________________________________
 MM0482* NAD 83(1995) POSITION- 41 25 38.90675(N) 101 48 31.68508(W)   ADJUSTED
 MM0482* NAVD 88 ORTHO HEIGHT -  1175.    (meters)     3855.    (feet) SCALED
 MM0482  ______________________________________________________________________
 MM0482  GEOID HEIGHT    -        -20.462 (meters)                     GEOID18
 MM0482  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 MM0482  HORZ ORDER      -  FIRST
 MM0482
 MM0482.The horizontal coordinates were established by classical geodetic methods
 MM0482.and adjusted by the National Geodetic Survey in August 1997.
 MM0482
 MM0482.The orthometric height was scaled from a topographic map.
 MM0482
 MM0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0482.GEOID18 height accuracy estimate available here.
 MM0482
 MM0482.Click photographs - Photos may exist for this station.
 MM0482
 MM0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0482
 MM0482. The following values were computed from the NAD 83(1995) position.
 MM0482
 MM0482;                    North         East     Units Scale Factor Converg.
 MM0482;SPC NE       -   178,570.863   348,866.139   MT  0.99965953   -1 11 55.3
 MM0482;SPC NE       -   585,861.24  1,144,571.66   sFT  0.99965953   -1 11 55.3
 MM0482;UTM  14      - 4,590,020.681   265,296.430   MT  1.00027797   -1 51 33.7
 MM0482
 MM0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0482!SPC NE       -   0.99981887  x   0.99965953  =   0.99947846
 MM0482!UTM  14      -   0.99981887  x   1.00027797  =   1.00009678
 MM0482
 MM0482:                Primary Azimuth Mark                     Grid Az
 MM0482:SPC NE       -  BEAR RM 3 AZIMUTH                        244 40 38.1
 MM0482:UTM  14      -  BEAR RM 3 AZIMUTH                        245 20 16.5
 MM0482
 MM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6529690020(NAD 83)
 MM0482
 MM0482|---------------------------------------------------------------------|
 MM0482| PID    Reference Object                     Distance      Geod. Az  |
 MM0482|                                                           dddmmss.s |
 MM0482| CP7386 BEAR RM 2                            50.094 METERS 08225     |
 MM0482| CP7387 BEAR RM 3 AZIMUTH                                  2432842.8 |
 MM0482| CP7385 BEAR RM 1                            33.144 METERS 32828     |
 MM0482|---------------------------------------------------------------------|
 MM0482
 MM0482                          SUPERSEDED SURVEY CONTROL
 MM0482
 MM0482  NAD 83(1986)-  41 25 38.90755(N)    101 48 31.68938(W) AD(       ) 1
 MM0482  NAD 27      -  41 25 38.96000(N)    101 48 30.04900(W) AD(       ) 1
 MM0482
 MM0482.Superseded values are not recommended for survey control.
 MM0482
 MM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0482.See file dsdata.pdf to determine how the superseded data were derived.
 MM0482
 MM0482_MARKER: DS = TRIANGULATION STATION DISK
 MM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0482_STAMPING: BEAR 1933
 MM0482_MARK LOGO: CGS
 MM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0482+STABILITY: SURFACE MOTION
 MM0482
 MM0482  HISTORY     - Date     Condition        Report By
 MM0482  HISTORY     - 1933     MONUMENTED       CGS
 MM0482  HISTORY     - 1946     GOOD             CGS
 MM0482
 MM0482                          STATION DESCRIPTION
 MM0482
 MM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0482'ABOUT 12 MILES DUE NORTH OF LEMOYNE, IN WEST HALF SEC. 22, T. 17
 MM0482'N., R. 39 W., ON A LARGE SAND HILL KNOWN LOCALLY AS BEAR HILL,
 MM0482'IN PASTURE.
 MM0482'
 MM0482'REACHED FROM LEMOYNE ON U.S. HIGHWAY 26 VIA ROAD NORTH FROM
 MM0482'HIGHWAY 26 BY RAILROAD STATION, THENCE EAST NORTH OF TRACK 0.2
 MM0482'MILE TO A GRADED ROAD LEADING NORTH.  FOLLOW THIS ROAD NORTH 1.4
 MM0482'MILES TO FORK, MAIN GRADED ROAD BEARS TO LEFT ACROSS A VALLEY.
 MM0482'FOLLOW LEFT-HAND ROAD NORTHWEST AND NORTH 4.8 MILES TO END OF
 MM0482'GRADE NEAR LAKE AND HAY MEADOWS.  KEEP MAIN WELL-TRAVELED ROAD
 MM0482'FORWARD IN NORTHERLY DIRECTION 5.2 MILES TO A WIRE GATE ON EAST
 MM0482'SIDE OF ROAD, WHICH IS FENCED ON BOTH SIDES, JUST NORTH OF
 MM0482'MAIL BOX AND 50 YARDS SOUTH OF AUTO GATE THROUGH WHICH MAIN
 MM0482'ROAD PASSES INTO LARGE PASTURE AND BEARS OFF NORTHWEST.
 MM0482'THERE IS A HOUSE TO THE EASTWARD AT THIS POINT.  PASS THROUGH
 MM0482'GATE AND FOLLOW MAIN TRAIL IN A NORTHEASTERLY DIRECTION
 MM0482'0.5 MILE TO A HOUSE.  PASS THROUGH LOTS AND KEEP TRAIL
 MM0482'NORTHEAST THROUGH DROP GATE 0.6 MILE TO POINT WHERE MAIN TRAIL
 MM0482'BEARS TO LEFT UP A SANDY HILL AND THERE IS A VALLEY TO THE
 MM0482'EASTWARD.  LEAVE ROAD AND FOLLOW THIS VALLEY ABOUT 250
 MM0482'YARDS AND BEAR TO RIGHT UP RIDGE, AND TO ANOTHER VALLEY WITH
 MM0482'TWO PLOUGHED FIRE-BREAKS.  FOLLOW UP THIS VALLEY SOUTHEAST
 MM0482'TO HEAD AT NORTH-SOUTH FENCE BETWEEN SECTION 21 AND 22 TO
 MM0482'LEFT, A DISTANCE OF 0.6 MILE FROM TRAIL.  TAKE DOWN FENCE AND
 MM0482'DRIVE SOUTHEAST 400 YARDS TO STATION.  STATION IS ON A
 MM0482'HIGH-ROUNDED HILL 300 YARDS SOUTH OF HIGHEST PEAK, AND
 MM0482'ABOUT 25 FEET LOWER IN ELEVATION.  MARK IS 4 INCHES ABOVE GROUND.
 MM0482'
 MM0482'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION AT POINT WHERE
 MM0482'RIDGE BEGINS TO BREAK AWAY TO NORTHWEST.
 MM0482'
 MM0482'REFERENCE MARK NO. 2 IS EAST OF STATION ON SMALL ROUNDED KNOLL.
 MM0482'
 MM0482'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION IN FENCE LINE, 12
 MM0482'FEET EAST OF CENTERLINE OF ROAD.
 MM0482'
 MM0482'ALL MARKS 4 INCHES ABOVE GROUND.
 MM0482'
 MM0482'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.16 METERS.
 MM0482
 MM0482                          STATION RECOVERY (1946)
 MM0482
 MM0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0482'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 MM0482'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF THE
 MM0482'STATION MARK, WHICH NOW PROJECTS 30 INCHES, BUT SEEMS TO BE
 MM0482'SOLID.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MM0482'
 MM0482'LOCATED ABOUT 13 MILES, AIRLINE, SOUTH-SOUTHWEST OF ARTHUR ON
 MM0482'THE TOP OF A HILLY RIDGE, ABOUT 0.1 MILE SOUTH OF THE HIGHEST
 MM0482'POINT, LOCALLY KNOWN AS BEAR HILL.  IT IS
 MM0482'STAMPED BEAR 1933 AND PROJECTS 30 INCHES.
 MM0482'
 MM0482'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE HILL
 MM0482'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 MM0482'STAMPED BEAR NO 1 1933 AND PROJECT 6 INCHES.
 MM0482'
 MM0482'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 MM0482'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS
 MM0482'STAMPED BEAR NO 2 1933 AND PROJECTS 1 FOOT.
 MM0482'
 MM0482'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS SOUTHWEST OF THE STATION
 MM0482'ABOUT 1.5 MILE.  IT IS ABOUT 0.2 MILE SOUTHWEST OF A FARMHOUSE,
 MM0482'0.35 MILE SOUTH OF A FENCE CORNER AND 12 FEET EAST OF THE
 MM0482'CENTER LINE OF A NORTH-SOUTH TRACK ROAD.  IT IS SET IN A
 MM0482'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BEAR NO 3 1933 AND
 MM0482'PROJECTS 6 INCHES.
 MM0482'
 MM0482'REACHED FROM THE POST OFFICE IN ARTHUR GO SOUTH ON HIGHWAY 61
 MM0482'FOR 12.75 MILE TO A FARMHOUSE AND A LARGE RED BARN ON THE
 MM0482'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD
 MM0482'RIGHT.  TURN RIGHT, PASSING OVER CATTLE GUARD AND GO WEST FOR
 MM0482'2.1 MILES TO A FORK.  TAKE RIGHT FORK AND GO 1.2 MILES TO A RED
 MM0482'BARN ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILES TO A
 MM0482'FENCE CORNER.  *HERE LEAVE ROAD AND TURN RIGHT ON DIM TRACK
 MM0482'ROAD FOLLOWING ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE
 MM0482'LINE FOR 0.3 MILE TO A GATE.  PASS THROUGH GATE AND TURN LEFT
 MM0482'AND FOLLOW ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE
 MM0482'FOR 0.5 MILE.  HERE TURN RIGHT, NORTHEASTERLY, AND CONTINUE
 MM0482'TO THE TOP OF THE HILL AND THE STATION A DISTANCE OF 0.5
 MM0482'MILE.
 MM0482'
 MM0482'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON THE
 MM0482'MAIN TRAVELED ROAD FOR 1.2 MILES TO A FENCE LINE AND GATE.
 MM0482'PASS THROUGH THE GATE AND CONTINUE ON ROAD FOR 0.5 MILE TO A
 MM0482'FENCE LINE AND GATE.  PASS THROUGH GATE AND TURN SHARP LEFT
 MM0482'AND FOLLOW ALONG THE WEST SIDE OF THE FENCE LINE FOR 0.5 MILE
 MM0482'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1045 ***********************************************************************
 LG1045  DESIGNATION -  BEAR
 LG1045  PID         -  LG1045
 LG1045  STATE/COUNTY-  NE/GAGE
 LG1045  COUNTRY     -  US
 LG1045  USGS QUAD   -  FILLEY (2017)
 LG1045
 LG1045                         *CURRENT SURVEY CONTROL
 LG1045  ______________________________________________________________________
 LG1045* NAD 83(1995) POSITION- 40 19 10.93463(N) 096 36 53.14521(W)   ADJUSTED
 LG1045* NAVD 88 ORTHO HEIGHT -   440.00  (+/-2cm)     1443.6   (feet) VERTCON
 LG1045  ______________________________________________________________________
 LG1045  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 LG1045  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LG1045  HORZ ORDER      -  SECOND
 LG1045  VERT ORDER      -  THIRD ? (See Below)
 LG1045
 LG1045.The horizontal coordinates were established by classical geodetic methods
 LG1045.and adjusted by the National Geodetic Survey in August 1997.
 LG1045
 LG1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1045
 LG1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1045.GEOID18 height accuracy estimate available here.
 LG1045
 LG1045.The vertical order pertains to the NGVD 29 superseded value.
 LG1045
 LG1045.Click photographs - Photos may exist for this station.
 LG1045
 LG1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1045
 LG1045. The following values were computed from the NAD 83(1995) position.
 LG1045
 LG1045;                    North         East     Units Scale Factor Converg.
 LG1045;SPC NE       -    59,634.479   787,615.120   MT  0.99987075   +2 14 36.2
 LG1045;SPC NE       -   195,650.79  2,584,033.94   sFT  0.99987075   +2 14 36.2
 LG1045;UTM  14      - 4,465,972.605   702,660.082   MT  1.00010560   +1 32 38.0
 LG1045
 LG1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1045!SPC NE       -   0.99993524  x   0.99987075  =   0.99980600
 LG1045!UTM  14      -   0.99993524  x   1.00010560  =   1.00004083
 LG1045
 LG1045:                Primary Azimuth Mark                     Grid Az
 LG1045:SPC NE       -  BEAR AZ MK                               176 49 16.5
 LG1045:UTM  14      -  BEAR AZ MK                               177 31 14.7
 LG1045
 LG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0266065972(NAD 83)
 LG1045
 LG1045|---------------------------------------------------------------------|
 LG1045| PID    Reference Object                     Distance      Geod. Az  |
 LG1045|                                                           dddmmss.s |
 LG1045| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX. 3.3 KM 0001010.9 |
 LG1045| CL6840 BEAR RM 1                            33.528 METERS 01222     |
 LG1045| CL6841 BEAR RM 2                             7.279 METERS 09146     |
 LG1045| CL6839 BEAR AZ MK                                         1790352.7 |
 LG1045|---------------------------------------------------------------------|
 LG1045
 LG1045                          SUPERSEDED SURVEY CONTROL
 LG1045
 LG1045  NAD 83(1986)-  40 19 10.94285(N)    096 36 53.14150(W) AD(       ) 2
 LG1045  NAD 27      -  40 19 10.93800(N)    096 36 52.05800(W) AD(       ) 2
 LG1045  NGVD 29             439.89   (m)         1443.2    (f) LEVELING    3  
 LG1045
 LG1045.Superseded values are not recommended for survey control.
 LG1045
 LG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1045.See file dsdata.pdf to determine how the superseded data were derived.
 LG1045
 LG1045_MARKER: DS = TRIANGULATION STATION DISK
 LG1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1045_STAMPING: BEAR 1947
 LG1045_MARK LOGO: CGS
 LG1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1045+STABILITY: SURFACE MOTION
 LG1045
 LG1045  HISTORY     - Date     Condition        Report By
 LG1045  HISTORY     - 1947     MONUMENTED       CGS
 LG1045  HISTORY     - 1969     GOOD             CGS
 LG1045
 LG1045                          STATION DESCRIPTION
 LG1045
 LG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1045'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF BEATRICE, 260
 LG1045'FEET SOUTH OF THE CENTER OF INTERSECTION OF A CROSSROAD, 57 FEET
 LG1045'WEST OF THE CENTER OF A DIRT ROAD, AND 7.5 FEET WEST OF A WITNESS
 LG1045'POST.  IT PROJECTS 3 INCHES AND IS STAMPED BEAR 1947.
 LG1045'
 LG1045'REFERENCE MARK NO. 1 IS 150 FEET SOUTH OF THE CENTER OF
 LG1045'INTERSECTION OF A CROSSROAD, 35 FEET WEST OF THE CENTER OF A DIRT
 LG1045'ROAD AND AT THE EAST EDGE OF A SMALL CULTIVATED FIELD.  IT
 LG1045'PROJECTS 4 INCHES AND IS STAMPED BEAR NO 1 1947.
 LG1045'
 LG1045'REFERENCE MARK NO. 2 IS AT THE SOUTHEAST CORNER OF A HEDGE ROW
 LG1045'AND 34 FEET WEST OF THE CENTER OF A DIRT ROAD.  IT PROJECTS 2
 LG1045'INCHES AND IS STAMPED BEAR NO 2 1947.
 LG1045'
 LG1045'AZIMUTH MARK IS AT THE NORTHWEST CORNER OF A GROUP OF EVERGREEN
 LG1045'TREES, 42 FEET SOUTHEAST OF THE CENTER OF INTERSECTION OF A
 LG1045'CROSSROAD, 1 FOOT NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 LG1045'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED BEAR 1947.
 LG1045'
 LG1045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND
 LG1045'STATE HIGHWAYS NO. 3 AND NO. 4 IN BEATRICE, GO EAST ON STATE
 LG1045'HIGHWAYS NO. 3 AND 4 FOR 6.2 MILES TO A GRAVELED ROAD NORTH, TURN
 LG1045'LEFT, NORTH AND GO 4 MILES TO A CROSSROAD, TURN RIGHT, EAST, AND
 LG1045'GO 1 MILE TO A CROSSROAD, TURN RIGHT, SOUTH, AND GO 260 FEET TO
 LG1045'THE STATION ON THE RIGHT AS DESCRIBED.
 LG1045'
 LG1045'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT
 LG1045'ROAD FOR 0.95 MILE TO A CROSSROAD AND THE AZIMUTH MARK AS
 LG1045'DESCRIBED.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT WOLKEN IS VISIBLE AT 50 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT VIRGINIA IS VISIBLE AT 15 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT CRAB IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 15 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 4 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT HUNT IS VISIBLE AT 4 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT AIR IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 47 FOOT SIGNAL AT PICKRELL IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 15 FEET.
 LG1045'
 LG1045'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1045
 LG1045                          STATION RECOVERY (1969)
 LG1045
 LG1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1045'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1045'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LG1045'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1045'
 LG1045'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK
 LG1045'NO. 2.
 LG1045'
 LG1045'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG1045'
 LG1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 8 MILES
 LG1045'NE OF BEATRICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0573 ***********************************************************************
 MN0573  DESIGNATION -  BEARD
 MN0573  PID         -  MN0573
 MN0573  STATE/COUNTY-  NE/BANNER
 MN0573  COUNTRY     -  US
 MN0573  USGS QUAD   -  SINGLETON RANCH (2017)
 MN0573
 MN0573                         *CURRENT SURVEY CONTROL
 MN0573  ______________________________________________________________________
 MN0573* NAD 83(1995) POSITION- 41 23 46.91931(N) 103 27 35.25526(W)   ADJUSTED
 MN0573* NAVD 88 ORTHO HEIGHT -  1464.    (meters)     4803.    (feet) SCALED
 MN0573  ______________________________________________________________________
 MN0573  GEOID HEIGHT    -        -19.172 (meters)                     GEOID18
 MN0573  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 MN0573  HORZ ORDER      -  FIRST
 MN0573
 MN0573.The horizontal coordinates were established by classical geodetic methods
 MN0573.and adjusted by the National Geodetic Survey in August 1997.
 MN0573
 MN0573.The orthometric height was scaled from a topographic map.
 MN0573
 MN0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0573.GEOID18 height accuracy estimate available here.
 MN0573
 MN0573.Click photographs - Photos may exist for this station.
 MN0573
 MN0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0573
 MN0573. The following values were computed from the NAD 83(1995) position.
 MN0573
 MN0573;                    North         East     Units Scale Factor Converg.
 MN0573;SPC NE       -   179,322.655   210,835.914   MT  0.99966041   -2 17 34.1
 MN0573;SPC NE       -   588,327.74    691,717.49   sFT  0.99966041   -2 17 34.1
 MN0573;UTM  13      - 4,583,903.549   628,756.634   MT  0.99980402   +1 01 07.0
 MN0573
 MN0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0573!SPC NE       -   0.99977348  x   0.99966041  =   0.99943396
 MN0573!UTM  13      -   0.99977348  x   0.99980402  =   0.99957754
 MN0573
 MN0573:                Primary Azimuth Mark                     Grid Az
 MN0573:SPC NE       -  BEARD AZ MK                              194 23 00.7
 MN0573:UTM  13      -  BEARD AZ MK                              191 04 19.6
 MN0573
 MN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2875683903(NAD 83)
 MN0573
 MN0573|---------------------------------------------------------------------|
 MN0573| PID    Reference Object                     Distance      Geod. Az  |
 MN0573|                                                           dddmmss.s |
 MN0573| CP7393 BEARD RM 1                           33.729 METERS 09302     |
 MN0573| CP7392 BEARD AZ MK                                        1920526.6 |
 MN0573| CP7394 BEARD RM 2                           69.192 METERS 22353     |
 MN0573|---------------------------------------------------------------------|
 MN0573
 MN0573                          SUPERSEDED SURVEY CONTROL
 MN0573
 MN0573  NAD 83(1993)-  41 23 46.91862(N)    103 27 35.25444(W) AD(       ) 1
 MN0573  NAD 83(1986)-  41 23 46.91066(N)    103 27 35.25602(W) AD(       ) 1
 MN0573  NAD 27      -  41 23 46.99100(N)    103 27 33.48170(W) AD(       ) 1
 MN0573
 MN0573.Superseded values are not recommended for survey control.
 MN0573
 MN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0573.See file dsdata.pdf to determine how the superseded data were derived.
 MN0573
 MN0573_MARKER: DS = TRIANGULATION STATION DISK
 MN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0573_STAMPING: BEARD 1934
 MN0573_MARK LOGO: CGS
 MN0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0573+STABILITY: SURFACE MOTION
 MN0573
 MN0573  HISTORY     - Date     Condition        Report By
 MN0573  HISTORY     - 1934     MONUMENTED       CGS
 MN0573  HISTORY     - 1963     GOOD             CGS
 MN0573
 MN0573                          STATION DESCRIPTION
 MN0573
 MN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0573'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF DIX AND IS ON
 MN0573'THE HIGHEST POINT OF A ROUND GRASSY HILL WHICH IS CULTIVATED
 MN0573'ON THE SOUTHEAST SIDE AND IS ON BLUFFS OVERLOOKING THE LAWRENCE
 MN0573'FORK VALLEY TO THE NORTH.  IT IS IN SOUTHWEST QUARTER SEC.
 MN0573'32, T 53 N., R 17 W., AND IS ON LAND OWNED BY A.B. BEARD.
 MN0573'
 MN0573'THE STATION MARK IS 12 FEET NORTH OF AN EAST-WEST FENCE, 180
 MN0573'FEET EAST OF A NORTHWEST FENCE CORNER IN THE SAME FENCE AND
 MN0573'PROJECTS 4 INCHES.
 MN0573'
 MN0573'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 MN0573'30 AND THE UNION PACIFIC RAILROAD, GO NORTH ON GRADED ROAD
 MN0573'FROM THE INTERSECTION WITH U.S. HIGHWAY 30 (75 YARDS SOUTHEAST
 MN0573'OF A STEEL ELEVATOR AND 50 YARDS SOUTH OF THE RAILROAD TRACKS
 MN0573'IN THE NORTHWEST EDGE OF THE TOWN), FOR 10.0 MILES TO A
 MN0573'POINT WHERE THE MAIN ROAD TURNS SHARP RIGHT AND A LESS-TRAVELED
 MN0573'ROAD CONTINUES NORTH DOWN INTO THE LAWRENCE FORK VALLEY.
 MN0573'HERE TURN RIGHT, (EAST) AND FOLLOW MAIN ROAD 2.0 MILES TO
 MN0573'A CROSS ROAD.  (THERE ARE 3 GREEN MAIL BOXES IN THE SOUTHWEST
 MN0573'ANGLE OF THIS INTERSECTION.  ONE OF THEM SET ON A PIPE WHICH
 MN0573'RESTS IN A GREEN MILK CAN.) HERE LEAVE MAIN ROAD, TURN
 MN0573'LEFT AND GO NORTH ON GRADED SECTION-LINE ROAD 1.0 MILE TO
 MN0573'A GATE.  PASS THROUGH GATE AND CONTINUE NORTH FOR 50
 MN0573'YARDS.  THEN LEAVE ROAD AND GO NORTH AND WEST ALONG NORTH
 MN0573'EDGE OF FIELD 0.5 MILE TO A GATE IN NORTHWEST CORNER OF
 MN0573'FIELD.  PASS THROUGH GATE, TURN BACK EAST AND GO 60 YARDS
 MN0573'EAST ALONG FENCE TO THE STATION.
 MN0573'
 MN0573'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0573'BRONZE DISKS SET AS DESCRIBED.
 MN0573'
 MN0573'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  IT IS IN THE
 MN0573'ABOVE-MENTIONED FENCE AND PROJECTS 6 INCHES.
 MN0573'
 MN0573'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS 5
 MN0573'FEET EAST OF A NORTH-SOUTH FENCE, 150 FEET SOUTH OF THE
 MN0573'ABOVE MENTIONED FENCE CORNER AND PROJECTS 4 INCHES.
 MN0573'
 MN0573'AZIMUTH MARK IS SOUTH OF THE STATION.  IT IS IN AN EAST-WEST
 MN0573'FENCE AT A POINT 10 FEET EAST OF A NORTHWEST FENCE CORNER AND
 MN0573'PROJECTS 4 INCHES.
 MN0573'
 MN0573'A 35-FOOT STAND WILL CLEAR ALL LINES FROM THE STATION.
 MN0573
 MN0573                          STATION RECOVERY (1963)
 MN0573
 MN0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0573'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 MN0573'AND THE AZIMUTH MARK WERE RECOVERED AND IN GOOD CONDITION.
 MN0573'THE DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE
 MN0573'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED, HOWEVER THE
 MN0573'DISTANCE TO REFERENCE MARK NO 2 MISSED THE PREVIOUS DISTANCE
 MN0573'BY 0.21 FEET.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MN0573'
 MN0573'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0573'
 MN0573'THE STATION IS 11 MILES NORTH AND 2 MILES EAST OF DIX, IN
 MN0573'THE SOUTHWEST QUARTER OF SECTION 32, T 17 N, R 53 W, AND ON
 MN0573'PROPERTY OWNED BY MR. CHARLES SINGLETON, WHO LIVES 2 MILES
 MN0573'NORTHWEST OF THE STATION.
 MN0573'
 MN0573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0573'STATE HIGHWAY SPUR 130, 1 MILE SOUTH OF DIX, GO NORTH ON SPUR
 MN0573'130 AND A GRAVEL ROAD FOR 1.0 MILE TO THE RAILROAD CROSSING
 MN0573'IN DIX.  CONTINUE NORTH ON A GRAVEL ROAD FOR 9.9 MILES TO
 MN0573'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL
 MN0573'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 MN0573'ON A GRAVEL ROAD FOR 1.0 MILE TO A POINT WHERE THE MAIN
 MN0573'ROAD TURNS SHARP RIGHT.  CONTINUE STRAIGHT AHEAD ON A FIELD
 MN0573'ROAD AND GO NORTH AND NORTHWEST FOR 0.35 MILE TO A WIRE
 MN0573'GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE, TURN
 MN0573'LEFT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2
 MN0573'MILE TO THE STATION.
 MN0573'
 MN0573'STATION MARK IS A STANDARD DISK STAMPED BEARD 1934, SET IN A
 MN0573'SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 181 FEET
 MN0573'EAST OF A FENCE CORNER, 19 FEET NORTH OF A FIELD ROAD, 10.5
 MN0573'FEET NORTH OF THE EAST-WEST FENCE, AND 1.5 FEET EAST OF A
 MN0573'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 MN0573'
 MN0573'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEARD NO 1 1934,
 MN0573'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MN0573'IT IS 8 FEET NORTH OF THE FIELD ROAD AND 1 FOOT NORTH OF THE
 MN0573'FENCE.
 MN0573'
 MN0573'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEARD NO 2 1934,
 MN0573'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0573'IT IS 150 FEET SOUTH OF THE FENCE CORNER, 5.5 FEET EAST OF
 MN0573'A NORTH-SOUTH FENCE, AND 1.5 FEET EAST OF A METAL WITNESS
 MN0573'POST.
 MN0573'
 MN0573'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BEARD
 MN0573'AZIMUTH 1934, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0573'4 INCHES.  IT IS 300 FEET NORTHEAST OF THE ENTRANCE OF A FENCED
 MN0573'LANE WHICH LEADS SOUTH AND 35 FEET NORTH OF AN EAST-WEST
 MN0573'FENCE.
 MN0573'
 MN0573'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 MN0573'SOUTH OF THE FENCE 180 FEET TO A GATE.  PASS THROUGH THE GATE,
 MN0573'TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.15
 MN0573'MILE TO AN EAST-WEST FENCE.  FROM HERE PACK SOUTHERLY ACROSS
 MN0573'A WASH AND UP A SLOPE FOR 0.15 MILE TO THE MARK ON A SMALL
 MN0573'ROCKY KNOLL.
 MN0573'
 MN0573'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE PULLING
 MN0573'7 KG. TAPE TENSION.
 MN0573'
 MN0573'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0276 ***********************************************************************
 LG0276  DESIGNATION -  BEATRICE
 LG0276  PID         -  LG0276
 LG0276  STATE/COUNTY-  NE/GAGE
 LG0276  COUNTRY     -  US
 LG0276  USGS QUAD   -  BEATRICE EAST (2017)
 LG0276
 LG0276                         *CURRENT SURVEY CONTROL
 LG0276  ______________________________________________________________________
 LG0276* NAD 83(1986) POSITION- 40 16 03.7    (N) 096 44 50.6    (W)   HD_HELD2
 LG0276* NAVD 88 ORTHO HEIGHT -   391.923 (meters)     1285.83  (feet) ADJUSTED
 LG0276  ______________________________________________________________________
 LG0276  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 LG0276  DYNAMIC HEIGHT  -        391.716 (meters)     1285.15  (feet) COMP
 LG0276  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 LG0276
 LG0276  VERT ORDER      -  SECOND    CLASS 0
 LG0276
 LG0276.The horizontal coordinates were established by autonomous hand held GPS
 LG0276.observations and have an estimated accuracy of +/- 10 meters.
 LG0276
 LG0276.The orthometric height was determined by differential leveling and
 LG0276.adjusted by the NATIONAL GEODETIC SURVEY
 LG0276.in June 1991.
 LG0276
 LG0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0276.GEOID18 height accuracy estimate available here.
 LG0276
 LG0276.Click photographs - Photos may exist for this station.
 LG0276
 LG0276.The dynamic height is computed by dividing the NAVD 88
 LG0276.geopotential number by the normal gravity value computed on the
 LG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0276.degrees latitude (g = 980.6199 gals.).
 LG0276
 LG0276.The modeled gravity was interpolated from observed gravity values.
 LG0276
 LG0276;                    North         East    Units  Estimated Accuracy
 LG0276;SPC NE       -    53,432.      776,570.      MT  (+/- 10 meters HH2 GPS)
 LG0276
 LG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9153759903(NAD 83)
 LG0276
 LG0276                          SUPERSEDED SURVEY CONTROL
 LG0276
 LG0276  NGVD 29 (??/??/92)  391.813  (m)         1285.47   (f) ADJ UNCH    2 0
 LG0276
 LG0276.Superseded values are not recommended for survey control.
 LG0276
 LG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0276.See file dsdata.pdf to determine how the superseded data were derived.
 LG0276
 LG0276_MARKER: DB = BENCH MARK DISK
 LG0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0276_STAMPING: BEATRICE 1934
 LG0276_MARK LOGO: CGS
 LG0276_PROJECTION: FLUSH
 LG0276_MAGNETIC: P = MARKER IS A STEEL PIPE
 LG0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0276+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2017
 LG0276
 LG0276  HISTORY     - Date     Condition        Report By
 LG0276  HISTORY     - 1934     MONUMENTED       CGS
 LG0276  HISTORY     - 1963     GOOD             CGS
 LG0276  HISTORY     - 1963     GOOD             NGPCA
 LG0276  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 LG0276  HISTORY     - 20061121 GOOD             NEDR
 LG0276  HISTORY     - 20130910 GOOD             JORSUR
 LG0276  HISTORY     - 20151102 GOOD             INDIV
 LG0276  HISTORY     - 20170111 GOOD             NEGS
 LG0276  HISTORY     - 20170202 GOOD             INDIV
 LG0276  HISTORY     - 20170219 GOOD             THOMDD
 LG0276
 LG0276                          STATION DESCRIPTION
 LG0276
 LG0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LG0276'AT BEATRICE.
 LG0276'AT BEATRICE, GAGE COUNTY, IN CHARLES PARK, BETWEEN FIFTH AND
 LG0276'SIXTH STREETS, 200 FEET SOUTH OF THE SOUTH ENTRANCE TO THE
 LG0276'JUNIOR HIGH SCHOOL, 80 FEET EAST OF THE EAST SIDE OF THE PUBLIC
 LG0276'LIBRARY, 27 FEET SOUTH OF A FLAGPOLE, AND 9 FEET NORTH OF A
 LG0276'LAMPPOST.  A STANDARD DISK, STAMPED BEATRICE 1934 AND SET IN THE
 LG0276'TOP OF AN IRON PIPE FILLED WITH CONCRETE.
 LG0276
 LG0276                          STATION RECOVERY (1963)
 LG0276
 LG0276'RECOVERY NOTE BY NATURAL GAS CO 1963
 LG0276'RECOVERED IN GOOD CONDITION.
 LG0276
 LG0276                          STATION RECOVERY (2004)
 LG0276
 LG0276'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0276'STATION NOT FOUND.  STATION SEARCHED FOR BUT NOT FOUND ON GROUNDS OF
 LG0276'CHARLES PARK.
 LG0276
 LG0276                          STATION RECOVERY (2006)
 LG0276
 LG0276'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006
 LG0276'RECOVERED IN GOOD CONDITION.
 LG0276
 LG0276                          STATION RECOVERY (2013)
 LG0276
 LG0276'RECOVERY NOTE BY JORGENSEN SURVEYING 2013 (BAJ)
 LG0276'RECOVERED IN GOOD CONDITION.
 LG0276
 LG0276                          STATION RECOVERY (2015)
 LG0276
 LG0276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 LG0276'FOUND GOOD COND.DEPTH .05 WEST 76.3 FT.TO NE COR.LIBRARY,WEST 33.7
 LG0276'FT.TO EAST COR. 6 FT.X 6 FT.CONC.SLAB WITH LAMP POST,SOUTH 20.3 FT.TO
 LG0276'NW FOOT OF PARK BENCH DONATED BY EXMARK MFG. NW 21.5 FT. TO EAST FACE
 LG0276'OF 32 IN.HACKBERRY TREE, ESE 64.9 FT.TO NW COR.6 FT X 6 FT CONC. SLAB
 LG0276'WITH LAMP POST. LAT.40 16 03.3 LONG.096 44 50.55
 LG0276
 LG0276                          STATION RECOVERY (2017)
 LG0276
 LG0276'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0276'RECOVERED AS DESCRIBED
 LG0276
 LG0276                          STATION RECOVERY (2017)
 LG0276
 LG0276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG0276'RECOVERED AS DESCRIBED.
 LG0276
 LG0276                          STATION RECOVERY (2017)
 LG0276
 LG0276'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (NJO)
 LG0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1190 ***********************************************************************
 LG1190  DESIGNATION -  BEATRICE
 LG1190  PID         -  LG1190
 LG1190  STATE/COUNTY-  NE/GAGE
 LG1190  COUNTRY     -  US
 LG1190  USGS QUAD   -  BEATRICE EAST (2017)
 LG1190
 LG1190                         *CURRENT SURVEY CONTROL
 LG1190  ______________________________________________________________________
 LG1190* NAD 83(1995) POSITION- 40 16 19.22234(N) 096 44 47.38412(W)   ADJUSTED
 LG1190* NAVD 88 ORTHO HEIGHT -   396.14  (+/-2cm)     1299.7   (feet) VERTCON
 LG1190  ______________________________________________________________________
 LG1190  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 LG1190  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LG1190  HORZ ORDER      -  THIRD
 LG1190  VERT ORDER      -  THIRD ? (See Below)
 LG1190
 LG1190.The horizontal coordinates were established by classical geodetic methods
 LG1190.and adjusted by the National Geodetic Survey in August 1997.
 LG1190
 LG1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1190
 LG1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1190.GEOID18 height accuracy estimate available here.
 LG1190
 LG1190.The vertical order pertains to the NGVD 29 superseded value.
 LG1190
 LG1190.Click photographs - Photos may exist for this station.
 LG1190
 LG1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1190
 LG1190. The following values were computed from the NAD 83(1995) position.
 LG1190
 LG1190;                    North         East     Units Scale Factor Converg.
 LG1190;SPC NE       -    53,912.777   776,627.500   MT  0.99988810   +2 09 21.9
 LG1190;SPC NE       -   176,878.84  2,547,985.39   sFT  0.99988810   +2 09 21.9
 LG1190;UTM  14      - 4,460,384.304   691,601.253   MT  1.00005193   +1 27 25.7
 LG1190
 LG1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1190!SPC NE       -   0.99994211  x   0.99988810  =   0.99983021
 LG1190!UTM  14      -   0.99994211  x   1.00005193  =   0.99999403
 LG1190
 LG1190:                Primary Azimuth Mark                     Grid Az
 LG1190:SPC NE       -  AIR                                      355 48 16.5
 LG1190:UTM  14      -  AIR                                      356 30 12.7
 LG1190
 LG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9160160384(NAD 83)
 LG1190
 LG1190|---------------------------------------------------------------------|
 LG1190| PID    Reference Object                     Distance      Geod. Az  |
 LG1190|                                                           dddmmss.s |
 LG1190| LG1047 BEATRICE ST HOME PWR PLT STACK      APPROX. 3.3 KM 0825238.5 |
 LG1190| LG1048 BEATRICE STATE HOME STANDPIPE       APPROX. 3.2 KM 0843054.4 |
 LG1190| LG1051 BEATRICE GAGE CO CTHSE DOME         106.044 METERS 15531     |
 LG1190| LG1049 BEATRICE ST JOSEPH CATH CHURCH      313.015 METERS 18109     |
 LG1190| CL6845 BEATRICE RM 3                        25.883 METERS 18350     |
 LG1190| CL6842 BEATRICE AZ MK                                     1850301.8 |
 LG1190| CL6843 BEATRICE RM 1                        23.088 METERS 19452     |
 LG1190| CL6844 BEATRICE RM 2                        22.817 METERS 28414     |
 LG1190| CL6846 BEATRICE RM 4                         7.778 METERS 30609     |
 LG1190| LG1050 AIR                                 APPROX. 3.1 KM 3575738.4 |
 LG1190|---------------------------------------------------------------------|
 LG1190
 LG1190                          SUPERSEDED SURVEY CONTROL
 LG1190
 LG1190  NAD 83(1986)-  40 16 19.23146(N)    096 44 47.37904(W) AD(       ) 3
 LG1190  NAD 27      -  40 16 19.23500(N)    096 44 46.28600(W) AD(       ) 3
 LG1190  NGVD 29 (07/19/86)  396.03   (m)         1299.3    (f) LEVELING    3  
 LG1190
 LG1190.Superseded values are not recommended for survey control.
 LG1190
 LG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1190.See file dsdata.pdf to determine how the superseded data were derived.
 LG1190
 LG1190_MARKER: DS = TRIANGULATION STATION DISK
 LG1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1190_STAMPING: BEATRICE 1947
 LG1190_MARK LOGO: CGS
 LG1190_PROJECTION: FLUSH
 LG1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1190+STABILITY: SURFACE MOTION
 LG1190
 LG1190  HISTORY     - Date     Condition        Report By
 LG1190  HISTORY     - 1947     MONUMENTED       CGS
 LG1190  HISTORY     - 1969     GOOD             CGS
 LG1190  HISTORY     - 1975     GOOD             USACE
 LG1190  HISTORY     - 1975     GOOD             NGS
 LG1190  HISTORY     - 20061121 MARK NOT FOUND   NEDR
 LG1190
 LG1190                          STATION DESCRIPTION
 LG1190
 LG1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1190'THE STATION IS LOCATED IN THE CITY OF BEATRICE, ABOUT 0.4 MILE
 LG1190'NORTH OF THE MAIN INTERSECTION ON THE WEST EDGE OF THE BLOCK
 LG1190'OCCUPIED BY THE COUNTY JAIL.  IT IS 125 FEET WEST OF THE WEST
 LG1190'ENTRANCE TO THE JAIL, 120 FEET NORTH OF THE INTERSECTION OF 6TH
 LG1190'AND LINCOLN STREETS AND 25 FEET EAST OF THE EAST CURB OF 6TH
 LG1190'STREET.  IT IS STAMPED BEATRICE 1947 AND SET FLUSH WITH THE
 LG1190'GROUND SURFACE.
 LG1190'
 LG1190'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 LG1190'CONCRETE SIDEWALK IN THE NORTHEAST ANGLE OF 6TH AND LINCOLN
 LG1190'STREETS.  IT IS STAMPED BEATRICE NO 1 1947 AND SET FLUSH WITH THE
 LG1190'CONCRETE SURFACE.
 LG1190'
 LG1190'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE WEST EDGE
 LG1190'OF THE CONCRETE SIDEWALK ON THE WEST SIDE OF 6TH STREET.  IT IS
 LG1190'STAMPED BEATRICE NO 2 1947 AND SET FLUSH WITH THE CONCRETE
 LG1190'SURFACE.
 LG1190'
 LG1190'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, SET IN
 LG1190'THE SOUTHWEST ANGLE OF 6TH AND HIGH STREETS.  IT IS 30 FEET SOUTH
 LG1190'OF THE CENTER OF HIGH STREET, 30 FEET WEST OF THE CENTER OF 6TH
 LG1190'STREET AND 10 FEET NORTHEAST OF WIRE FENCE CORNER AROUND SCHOOL
 LG1190'YARD.  IT IS STAMPED BEATRICE 1947 AND SET FLUSH WITH THE
 LG1190'CONCRETE SURFACE.  TO REACH FROM THE STATION, GO SOUTH ON 6TH
 LG1190'STREET (U.S.  HIGHWAY 77) FOR 0.2 MILE TO THE MARK ON THE RIGHT
 LG1190'AS DESCRIBED.
 LG1190'
 LG1190'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND 6TH
 LG1190'STREET (U.S. HIGHWAY 77) IN BEATRICE, GO NORTH ON 6TH STREET
 LG1190'(HIGHWAY 77) FOR 0.4 MILE TO THE COUNTY JAIL ON THE RIGHT
 LG1190'AND STATION AS DESCRIBED.
 LG1190'
 LG1190'A 74 FOOT SIGNAL AT STATION AIR IS VISIBLE AT 50 FEET.
 LG1190'
 LG1190'A 74 FOOT SIGNAL AT STATION HUNT IS VISIBLE AT 64 FEET.
 LG1190'
 LG1190'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1190
 LG1190                          STATION RECOVERY (1969)
 LG1190
 LG1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1190'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LG1190'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LG1190'WERE SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS FROM OLD TIES
 LG1190'SHOW ALL MARKS WERE DESTROYED WHEN THE STREET WAS WIDENED.  NO
 LG1190'OBJECTS WERE VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS
 LG1190'NOT SET.
 LG1190'
 LG1190'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LG1190'
 LG1190'FOLLOWING IS A NEW DESCRIPTION.
 LG1190'
 LG1190'STATION MARK, A STANDARD DISK STAMPED BEATRICE 1947, IS SET IN THE
 LG1190'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 LG1190'THE GROUND.  IT IS 131 FEET WEST-NORTHWEST OF THE SOUTHWEST
 LG1190'CORNER OF THE GAGE COUNTY JAIL, 92 FEET NORTH OF THE NORTH EDGE
 LG1190'OF THE CURB ON LINCOLN BLVD., 68 FEET NORTH-NORTHEAST OF A STREET
 LG1190'LIGHT POLE IN THE NORTHEAST CORNER OF A INTERSECTION, 20 FEET
 LG1190'EAST OF THE EAST EDGE OF THE CURB ON U.S. HIGHWAY 77, 4 FEET
 LG1190'WEST-SOUTHWEST OF A TREE, AND AT THE WEST SIDE OF THE JAIL
 LG1190'YARD AT THE INTERSECTION OF U.S. HIGHWAY 77 (6TH STREET) AND
 LG1190'LINCOLN BLVD.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1190'
 LG1190'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEATRICE 1947
 LG1190'NO. 3 1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 LG1190'SIDEWALK AND IS FLUSH WITH THE WALK.  IT IS 37 FEET EAST OF THE
 LG1190'CENTER OF U.S. HIGHWAY 77 (6TH STREET), 28.5 FEET NORTH OF THE
 LG1190'CENTER OF LINCOLN BLVD., AND 1 FOOT NORTH OF THE SOUTH EDGE OF
 LG1190'THE SIDEWALK AT THE NORTH SIDE OF LINCOLN BLVD.
 LG1190'
 LG1190'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEATRICE 1947
 LG1190'NO. 4 1969, IS CEMENTED IN A DRILL HOLE IN A CURB AT THE
 LG1190'EAST SIDE OF U.S. HIGHWAY 77, AND FLUSH WITH THE TOP OF THE CURB.
 LG1190'IT IS 57 FEET SOUTH OF THE CENTER OF AN ALLEY, 24 FEET EAST OF THE
 LG1190'CENTER OF U.S. HIGHWAY 77, AND 0.2 FEET WEST OF THE WEST EDGE
 LG1190'OF A SIDEWALK.
 LG1190
 LG1190                          STATION RECOVERY (1975)
 LG1190
 LG1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1975 (MCB)
 LG1190'BEATRICE 1947 RECOVERED GOOD.
 LG1190'
 LG1190'COUNTY SHERIFF TOLD US THAT THE STATION MAY BE DESTROYED DUE TO
 LG1190'CONSTR. OF NEW JAIL.  BIDS ARE GOING TO BE LET ON 15 MAY 1975.
 LG1190'
 LG1190'DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS LOCATED IN
 LG1190'THE CITY OF BEATRICE.
 LG1190
 LG1190                          STATION RECOVERY (1975)
 LG1190
 LG1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG1190'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 LG1190'RECOVERED THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4
 LG1190'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LG1190'MARK WAS SEARCHED FOR AND WAS NOT FOUND.  THE 1947 DESCRIPTION WAS
 LG1190'USED TO RECOVER THIS STATION.
 LG1190'
 LG1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 LG1190'BEATRICE.
 LG1190
 LG1190                          STATION RECOVERY (2006)
 LG1190
 LG1190'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JPC)
 LG1190'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG1190'STATION BELIEVED DESTROYED DUE TO GAGE COUNTY JAIL EXPANSION, AZIMUTH
 LG1190'MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 BELIEVED DESTROYED
 LG1190'DUE TO ROAD EXPANSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1051 ***********************************************************************
 LG1051  DESIGNATION -  BEATRICE GAGE CO CTHSE DOME
 LG1051  PID         -  LG1051
 LG1051  STATE/COUNTY-  NE/GAGE
 LG1051  COUNTRY     -  US
 LG1051  USGS QUAD   -  BEATRICE EAST (2017)
 LG1051
 LG1051                         *CURRENT SURVEY CONTROL
 LG1051  ______________________________________________________________________
 LG1051* NAD 83(1995) POSITION- 40 16 16.09354(N) 096 44 45.52378(W)   ADJUSTED
 LG1051  ______________________________________________________________________
 LG1051  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 LG1051  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LG1051  HORZ ORDER      -  THIRD
 LG1051
 LG1051.The horizontal coordinates were established by classical geodetic methods
 LG1051.and adjusted by the National Geodetic Survey in August 1997.
 LG1051
 LG1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1051.GEOID18 height accuracy estimate available here.
 LG1051
 LG1051.Click photographs - Photos may exist for this station.
 LG1051
 LG1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1051
 LG1051. The following values were computed from the NAD 83(1995) position.
 LG1051
 LG1051;                    North         East     Units Scale Factor Converg.
 LG1051;SPC NE       -    53,818.004   776,675.048   MT  0.99988842   +2 09 23.1
 LG1051;SPC NE       -   176,567.90  2,548,141.39   sFT  0.99988842   +2 09 23.1
 LG1051;UTM  14      - 4,460,288.942   691,647.649   MT  1.00005215   +1 27 26.8
 LG1051
 LG1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9164760288(NAD 83)
 LG1051
 LG1051                          SUPERSEDED SURVEY CONTROL
 LG1051
 LG1051  NAD 83(1986)-  40 16 16.10199(N)    096 44 45.51913(W) AD(       ) 3
 LG1051  NAD 27      -  40 16 16.10300(N)    096 44 44.44100(W) AD(       ) 3
 LG1051
 LG1051.Superseded values are not recommended for survey control.
 LG1051
 LG1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1051.See file dsdata.pdf to determine how the superseded data were derived.
 LG1051
 LG1051_MARKER: 87 = DOME
 LG1051
 LG1051  HISTORY     - Date     Condition        Report By
 LG1051  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1051  HISTORY     - 1959     GOOD             CGS
 LG1051  HISTORY     - 20040603 GOOD             USPSQD
 LG1051
 LG1051                          STATION DESCRIPTION
 LG1051
 LG1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1051'THE STATION IS THE POINT OF THE CENTER PART OF THE DOME ON
 LG1051'THE GAGE COUNTY COURT HOUSE, LOCATED ON LINCOLN STREET BETWEEN
 LG1051'6TH AND 7TH STREETS ABOUT 0.4 MILE NORTH OF THE MAIN PART
 LG1051'OF TOWN.  IT IS A LARGE STONE STRUCTURE WITH SHORT SPIRES
 LG1051'ON THE EAST AND WEST SIDES OF THE DOME.  POINT OBSERVED
 LG1051'UPON THE POINT OF THE DOME BETWEEN THE TWO SPIRES.
 LG1051
 LG1051                          STATION RECOVERY (1959)
 LG1051
 LG1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1051'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED, AND
 LG1051'IT WAS OBSERVED UPON FROM TRIANGULATION STATION AIR.
 LG1051
 LG1051                          STATION RECOVERY (2004)
 LG1051
 LG1051'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1206 ***********************************************************************
 LG1206  DESIGNATION -  BEATRICE GAS CO MW TWR
 LG1206  PID         -  LG1206
 LG1206  STATE/COUNTY-  NE/GAGE
 LG1206  COUNTRY     -  US
 LG1206  USGS QUAD   -  BEATRICE EAST (2017)
 LG1206
 LG1206                         *CURRENT SURVEY CONTROL
 LG1206  ______________________________________________________________________
 LG1206* NAD 83(1995) POSITION- 40 19 01.70330(N) 096 44 46.87007(W)   ADJUSTED
 LG1206  ______________________________________________________________________
 LG1206  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 LG1206  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 LG1206  HORZ ORDER      -  THIRD
 LG1206
 LG1206.The horizontal coordinates were established by classical geodetic methods
 LG1206.and adjusted by the National Geodetic Survey in August 1997.
 LG1206
 LG1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1206.GEOID18 height accuracy estimate available here.
 LG1206
 LG1206.Click photographs - Photos may exist for this station.
 LG1206
 LG1206.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1206
 LG1206. The following values were computed from the NAD 83(1995) position.
 LG1206
 LG1206;                    North         East     Units Scale Factor Converg.
 LG1206;SPC NE       -    58,920.732   776,451.102   MT  0.99987166   +2 09 22.3
 LG1206;SPC NE       -   193,309.10  2,547,406.66   sFT  0.99987166   +2 09 22.3
 LG1206;UTM  14      - 4,465,394.898   691,485.879   MT  1.00005138   +1 27 30.9
 LG1206
 LG1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9148565394(NAD 83)
 LG1206
 LG1206                          SUPERSEDED SURVEY CONTROL
 LG1206
 LG1206  NAD 83(1986)-  40 19 01.71284(N)    096 44 46.86509(W) AD(       ) 3
 LG1206
 LG1206.Superseded values are not recommended for survey control.
 LG1206
 LG1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1206.See file dsdata.pdf to determine how the superseded data were derived.
 LG1206
 LG1206_MARKER: 44 = MICROWAVE MAST
 LG1206
 LG1206  HISTORY     - Date     Condition        Report By
 LG1206  HISTORY     - 1988     FIRST OBSERVED   NGS
 LG1206
 LG1206                          STATION DESCRIPTION
 LG1206
 LG1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1206'THE STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTH OF BEATRICE,
 LG1206'ALONG U.S. HIGHWAY 77 AND AT THE SOUTHEAST ANGLE OF A GRADED ROAD
 LG1206'CROSSING THE HIGHWAY AND AT A NATURAL GAS PUMPING STATION.
 LG1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND U.S.
 LG1206'HIGHWAY 136 AND STATE HIGHWAY 4, IN BEATRICE, GO NORTH ON HIGHWAY 77
 LG1206'FOR 5.63 KM (3.50 MI) TO A NATURAL GA PUMPING STATION AND THE TOWER ON
 LG1206'THE RIGHT.  IT IS A TRIANGULAR, STEEL, GUYED MICROWAVE MAST THAT HAS
 LG1206'AN OVERALL ESTIMATED HEIGHT OF ABOUT 250 FEET.
 LG1206'DESCRIBED BY J.A. ODUM
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1071 ***********************************************************************
 LG1071  DESIGNATION -  BEATRICE NORRIS PWR RADIO MAST
 LG1071  PID         -  LG1071
 LG1071  STATE/COUNTY-  NE/GAGE
 LG1071  COUNTRY     -  US
 LG1071  USGS QUAD   -  ODELL NE (2017)
 LG1071
 LG1071                         *CURRENT SURVEY CONTROL
 LG1071  ______________________________________________________________________
 LG1071* NAD 83(1995) POSITION- 40 14 56.39797(N) 096 47 40.26976(W)   ADJUSTED
 LG1071  ______________________________________________________________________
 LG1071  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 LG1071  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 LG1071  HORZ ORDER      -  THIRD
 LG1071
 LG1071.The horizontal coordinates were established by classical geodetic methods
 LG1071.and adjusted by the National Geodetic Survey in August 1997.
 LG1071
 LG1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1071.GEOID18 height accuracy estimate available here.
 LG1071
 LG1071.Click photographs - Photos may exist for this station.
 LG1071
 LG1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1071
 LG1071. The following values were computed from the NAD 83(1995) position.
 LG1071
 LG1071;                    North         East     Units Scale Factor Converg.
 LG1071;SPC NE       -    51,207.623   772,640.871   MT  0.99989671   +2 07 27.3
 LG1071;SPC NE       -   168,003.68  2,534,905.92   sFT  0.99989671   +2 07 27.3
 LG1071;UTM  14      - 4,457,727.581   687,581.320   MT  1.00003316   +1 25 31.4
 LG1071
 LG1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8758157727(NAD 83)
 LG1071
 LG1071                          SUPERSEDED SURVEY CONTROL
 LG1071
 LG1071  NAD 83(1986)-  40 14 56.40691(N)    096 47 40.26644(W) AD(       ) 3
 LG1071  NAD 27      -  40 14 56.41600(N)    096 47 39.17500(W) AD(       ) 3
 LG1071
 LG1071.Superseded values are not recommended for survey control.
 LG1071
 LG1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1071.See file dsdata.pdf to determine how the superseded data were derived.
 LG1071
 LG1071_MARKER: 42 = RADIO/TV MAST
 LG1071
 LG1071  HISTORY     - Date     Condition        Report By
 LG1071  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1071
 LG1071                          STATION DESCRIPTION
 LG1071
 LG1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1071'A GUYED MAST OF STRUCTURAL STEEL, TRIANGULAR IN CROSS SECTION,
 LG1071'PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND LIGHTED WITH
 LG1071'FIXED RED LIGHTS AT 75-FOOT INTERVALS WITH A FLASHING RED LIGHT
 LG1071'AT THE TOP.  LOCATED 1.9 MILES WEST AND 0.2 MILE SOUTH OF THE
 LG1071'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 136 IN THE CENTER
 LG1071'OF BEATRICE.
 LG1071'
 LG1071'THE FLASHING RED LIGHT AT THE TOP CENTER WAS THE POINT OBSERVED
 LG1071'ON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1047 ***********************************************************************
 LG1047  DESIGNATION -  BEATRICE ST HOME PWR PLT STACK
 LG1047  PID         -  LG1047
 LG1047  STATE/COUNTY-  NE/GAGE
 LG1047  COUNTRY     -  US
 LG1047  USGS QUAD   -  BEATRICE EAST (2017)
 LG1047
 LG1047                         *CURRENT SURVEY CONTROL
 LG1047  ______________________________________________________________________
 LG1047* NAD 83(1995) POSITION- 40 16 32.65113(N) 096 42 26.82885(W)   ADJUSTED
 LG1047  ______________________________________________________________________
 LG1047  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 LG1047  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 LG1047  HORZ ORDER      -  THIRD
 LG1047
 LG1047.The horizontal coordinates were established by classical geodetic methods
 LG1047.and adjusted by the National Geodetic Survey in August 1997.
 LG1047
 LG1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1047.GEOID18 height accuracy estimate available here.
 LG1047
 LG1047.Click photographs - Photos may exist for this station.
 LG1047
 LG1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1047
 LG1047. The following values were computed from the NAD 83(1995) position.
 LG1047
 LG1047;                    North         East     Units Scale Factor Converg.
 LG1047;SPC NE       -    54,452.303   779,929.758   MT  0.99988672   +2 10 55.1
 LG1047;SPC NE       -   178,648.93  2,558,819.55   sFT  0.99988672   +2 10 55.1
 LG1047;UTM  14      - 4,460,883.579   694,910.420   MT  1.00006767   +1 28 57.1
 LG1047
 LG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9491060883(NAD 83)
 LG1047
 LG1047                          SUPERSEDED SURVEY CONTROL
 LG1047
 LG1047  NAD 83(1986)-  40 16 32.65961(N)    096 42 26.82466(W) AD(       ) 3
 LG1047  NAD 27      -  40 16 32.65900(N)    096 42 25.74800(W) AD(       ) 3
 LG1047
 LG1047.Superseded values are not recommended for survey control.
 LG1047
 LG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1047.See file dsdata.pdf to determine how the superseded data were derived.
 LG1047
 LG1047_MARKER: 63 = STACK
 LG1047
 LG1047  HISTORY     - Date     Condition        Report By
 LG1047  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1047  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 LG1047
 LG1047                          STATION DESCRIPTION
 LG1047
 LG1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1047'THE STATION IS THE LARGE RED BRICK STACK OF THE BEATRICE
 LG1047'STATE HOME POWER PLANT, LOCATED ABOUT 2 MILES NORTHEAST
 LG1047'OF BEATRICE ON THE NORTHEAST EDGE OF THE STATE HOME GROUNDS.
 LG1047'IT IS A LARGE RED BRICK STRUCTURE ABOUT 210 FEET HIGH AND
 LG1047'30 FEET IN DIAMETER ON THE WEST END OF THE POWER PLANT.
 LG1047'POINT OBSERVED UPON.  THE APPROXIMATE CENTER OF THE TOP OF
 LG1047'THE STACK.
 LG1047
 LG1047                          STATION RECOVERY (2004)
 LG1047
 LG1047'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1047'STATION NOT FOUND.  SITE LOCATED. THE POWER PLANT AND RED BRICK STACK
 LG1047'AT THE BEATRICE STATE HOME HAS BEEN TORN DOWN. THIS STATION SHOULD BE
 LG1047'DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1049 ***********************************************************************
 LG1049  DESIGNATION -  BEATRICE ST JOSEPH CATH CHURCH
 LG1049  PID         -  LG1049
 LG1049  STATE/COUNTY-  NE/GAGE
 LG1049  COUNTRY     -  US
 LG1049  USGS QUAD   -  BEATRICE EAST (2017)
 LG1049
 LG1049                         *CURRENT SURVEY CONTROL
 LG1049  ______________________________________________________________________
 LG1049* NAD 83(1995) POSITION- 40 16 09.07620(N) 096 44 47.65087(W)   ADJUSTED
 LG1049  ______________________________________________________________________
 LG1049  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 LG1049  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LG1049  HORZ ORDER      -  THIRD
 LG1049
 LG1049.The horizontal coordinates were established by classical geodetic methods
 LG1049.and adjusted by the National Geodetic Survey in August 1997.
 LG1049
 LG1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1049.GEOID18 height accuracy estimate available here.
 LG1049
 LG1049.Click photographs - Photos may exist for this station.
 LG1049
 LG1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1049
 LG1049. The following values were computed from the NAD 83(1995) position.
 LG1049
 LG1049;                    North         East     Units Scale Factor Converg.
 LG1049;SPC NE       -    53,599.845   776,632.976   MT  0.99988915   +2 09 21.7
 LG1049;SPC NE       -   175,852.16  2,548,003.36   sFT  0.99988915   +2 09 21.7
 LG1049;UTM  14      - 4,460,071.277   691,602.911   MT  1.00005193   +1 27 25.2
 LG1049
 LG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9160260071(NAD 83)
 LG1049
 LG1049                          SUPERSEDED SURVEY CONTROL
 LG1049
 LG1049  NAD 83(1986)-  40 16 09.08321(N)    096 44 47.64757(W) AD(       ) 3
 LG1049  NAD 27      -  40 16 09.08700(N)    096 44 46.55700(W) AD(       ) 3
 LG1049
 LG1049.Superseded values are not recommended for survey control.
 LG1049
 LG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1049.See file dsdata.pdf to determine how the superseded data were derived.
 LG1049
 LG1049_MARKER: 91 = CHURCH CROSS
 LG1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1049+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 LG1049
 LG1049  HISTORY     - Date     Condition        Report By
 LG1049  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1049  HISTORY     - 1947     GOOD             CGS
 LG1049  HISTORY     - 1959     GOOD             CGS
 LG1049  HISTORY     - 19880322 GOOD             NGS
 LG1049  HISTORY     - 20040603 GOOD             USPSQD
 LG1049
 LG1049                          STATION DESCRIPTION
 LG1049
 LG1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1049'THE STATION IS THE CROSS ON THE ST JOSEPH CATHOLIC CHURCH BELFRY,
 LG1049'LOCATED ON THE NORTHEAST ANGLE OF 6TH AND HIGH STREETS.  IT IS A
 LG1049'LARGE RED BRICK STRUCTURE WITH A WHITE PAINTED BELFRY OVER THE
 LG1049'WEST WING OF THE CHURCH.  POINT OBSERVED UPON.  THE CROSS ON THE
 LG1049'TOP OF THE BELFRY.
 LG1049
 LG1049                          STATION RECOVERY (1947)
 LG1049
 LG1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1049'RECOVERED IN GOOD CONDITION.
 LG1049
 LG1049                          STATION RECOVERY (1959)
 LG1049
 LG1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1049'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED, AND IT WAS
 LG1049'OBSERVED UPON FROM TRIANGULATION STATION AIR.
 LG1049
 LG1049                          STATION RECOVERY (1988)
 LG1049
 LG1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1049'RECOVERED IN GOOD CONDITION.
 LG1049
 LG1049                          STATION RECOVERY (2004)
 LG1049
 LG1049'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1048 ***********************************************************************
 LG1048  DESIGNATION -  BEATRICE STATE HOME STANDPIPE
 LG1048  PID         -  LG1048
 LG1048  STATE/COUNTY-  NE/GAGE
 LG1048  COUNTRY     -  US
 LG1048  USGS QUAD   -  BEATRICE EAST (2017)
 LG1048
 LG1048                         *CURRENT SURVEY CONTROL
 LG1048  ______________________________________________________________________
 LG1048* NAD 83(1995) POSITION- 40 16 29.20680(N) 096 42 31.32846(W)   ADJUSTED
 LG1048  ______________________________________________________________________
 LG1048  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 LG1048  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 LG1048  HORZ ORDER      -  THIRD
 LG1048
 LG1048.The horizontal coordinates were established by classical geodetic methods
 LG1048.and adjusted by the National Geodetic Survey in August 1997.
 LG1048
 LG1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1048.GEOID18 height accuracy estimate available here.
 LG1048
 LG1048.Click photographs - Photos may exist for this station.
 LG1048
 LG1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1048
 LG1048. The following values were computed from the NAD 83(1995) position.
 LG1048
 LG1048;                    North         East     Units Scale Factor Converg.
 LG1048;SPC NE       -    54,342.107   779,827.588   MT  0.99988707   +2 10 52.1
 LG1048;SPC NE       -   178,287.40  2,558,484.34   sFT  0.99988707   +2 10 52.1
 LG1048;UTM  14      - 4,460,774.619   694,806.893   MT  1.00006718   +1 28 54.1
 LG1048
 LG1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9480660774(NAD 83)
 LG1048
 LG1048                          SUPERSEDED SURVEY CONTROL
 LG1048
 LG1048  NAD 83(1986)-  40 16 29.21524(N)    096 42 31.32439(W) AD(       ) 3
 LG1048  NAD 27      -  40 16 29.22600(N)    096 42 30.24900(W) AD(       ) 3
 LG1048
 LG1048.Superseded values are not recommended for survey control.
 LG1048
 LG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1048.See file dsdata.pdf to determine how the superseded data were derived.
 LG1048
 LG1048_MARKER: 52 = STANDPIPE TANK
 LG1048
 LG1048  HISTORY     - Date     Condition        Report By
 LG1048  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1048  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 LG1048
 LG1048                          STATION DESCRIPTION
 LG1048
 LG1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1048'THE STATION IS THE STAND PIPE OF THE STATE HOME WATER SUPPLY,
 LG1048'LOCATED ABOUT 2 MILES NORTHEAST OF BEATRICE ON THE GROUNDS
 LG1048'OF THE STATE HOME.  IT IS AN ALL STEEL STRUCTURE ABOUT 80 FEET
 LG1048'HIGH AND 30 FEET IN DIAMETER.  THE ENTIRE STRUCTURE IS PAINTED
 LG1048'ALUMNINUM.  POINT OBSERVED UPON THE POINT ON THE APEX OF
 LG1048'THE ROOF.
 LG1048
 LG1048                          STATION RECOVERY (2004)
 LG1048
 LG1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1048'STATION NOT FOUND.  SITE LOCATED. THE STANDPIPE AT THE BEATRICE STATE
 LG1048'HOME HAS BEEN TORN DOWN. THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0718 ***********************************************************************
 NN0718  DESIGNATION -  BEAVER
 NN0718  PID         -  NN0718
 NN0718  STATE/COUNTY-  NE/HOLT
 NN0718  COUNTRY     -  US
 NN0718  USGS QUAD   -  DUSTIN (2017)
 NN0718
 NN0718                         *CURRENT SURVEY CONTROL
 NN0718  ______________________________________________________________________
 NN0718* NAD 83(1995) POSITION- 42 45 18.50752(N) 099 06 01.50132(W)   ADJUSTED
 NN0718* NAVD 88 ORTHO HEIGHT -   642.    (meters)     2106.    (feet) SCALED
 NN0718  ______________________________________________________________________
 NN0718  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 NN0718  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 NN0718  HORZ ORDER      -  SECOND
 NN0718
 NN0718.The horizontal coordinates were established by classical geodetic methods
 NN0718.and adjusted by the National Geodetic Survey in August 1997.
 NN0718
 NN0718.The orthometric height was scaled from a topographic map.
 NN0718
 NN0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0718.GEOID18 height accuracy estimate available here.
 NN0718
 NN0718.Click photographs - Photos may exist for this station.
 NN0718
 NN0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0718
 NN0718. The following values were computed from the NAD 83(1995) position.
 NN0718
 NN0718;                    North         East     Units Scale Factor Converg.
 NN0718;SPC NE       -   324,804.289   573,634.548   MT  0.99989694   +0 35 46.1
 NN0718;SPC NE       - 1,065,628.74  1,881,999.35   sFT  0.99989694   +0 35 46.1
 NN0718;UTM  14      - 4,733,629.090   491,782.747   MT  0.99960083   -0 04 05.4
 NN0718
 NN0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0718!SPC NE       -   0.99990314  x   0.99989694  =   0.99980009
 NN0718!UTM  14      -   0.99990314  x   0.99960083  =   0.99950401
 NN0718
 NN0718:                Primary Azimuth Mark                     Grid Az
 NN0718:SPC NE       -  W 218                                    256 04 45.1
 NN0718:UTM  14      -  W 218                                    256 44 36.6
 NN0718
 NN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9178233629(NAD 83)
 NN0718
 NN0718|---------------------------------------------------------------------|
 NN0718| PID    Reference Object                     Distance      Geod. Az  |
 NN0718|                                                           dddmmss.s |
 NN0718| CO2206 BEAVER RM 1                          21.590 METERS 09318     |
 NN0718| CO2207 BEAVER RM 2                          19.251 METERS 21813     |
 NN0718| NN0415 W 218                                              2564031.2 |
 NN0718|---------------------------------------------------------------------|
 NN0718
 NN0718                          SUPERSEDED SURVEY CONTROL
 NN0718
 NN0718  NAD 83(1986)-  42 45 18.51406(N)    099 06 01.50880(W) AD(       ) 2
 NN0718  NAD 27      -  42 45 18.51200(N)    099 06 00.15800(W) AD(       ) 2
 NN0718
 NN0718.Superseded values are not recommended for survey control.
 NN0718
 NN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0718.See file dsdata.pdf to determine how the superseded data were derived.
 NN0718
 NN0718_MARKER: DS = TRIANGULATION STATION DISK
 NN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0718
 NN0718  HISTORY     - Date     Condition        Report By
 NN0718  HISTORY     - 1949     MONUMENTED       CGS
 NN0718
 NN0718                          STATION DESCRIPTION
 NN0718
 NN0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0718'THE STATION IS LOCATED ON THE SUMMIT OF A SAND HILL ABOUT 10.75
 NN0718'MILES NORTH AND 2.5 MILES EAST OF STUART, ABOUT 7.0 MILES SOUTH
 NN0718'OF THE NIOBRARA RIVER, 1.7 MILES EAST OF BEAVER CREEK, 0.2 MILE
 NN0718'NORTHWEST OF A FENCE CORNER, AND 2.0 FEET EAST-SOUTHEAST OF A
 NN0718'WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED, BEAVER
 NN0718'1949.
 NN0718'
 NN0718'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NN0718'STATION, PROJECTS 7 INCHES AND IS STAMPED, BEAVER NO 1 1949.
 NN0718'
 NN0718'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF
 NN0718'THE STATION, PROJECTS 3 INCHES AND IS STAMPED, BEAVER NO 2 1949.
 NN0718'
 NN0718'AZIMUTH MARK IS A USC AND GS BENCH MARK DISK SET IN THE TOP
 NN0718'OF A SIX-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 NN0718'IT IS 66.0 FEET SOUTHWEST OF THE INTERSECTION OF A T-ROAD, 26.5
 NN0718'FEET WEST OF A TELEPHONE POLE, 23.5 FEET WEST OF A FENCE CORNER,
 NN0718'1.4 FEET NORTH OF A FENCE, AND 1.2 FEET EAST OF A WITNESS
 NN0718'POST.  IT IS STAMPED W 218 1946.
 NN0718'
 NN0718'TO REACH THE STATION FROM THE POST OFFICE IN STUART, GO NORTH FOR
 NN0718'0.7 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST FOR 1.7
 NN0718'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH ON MAIN TRAVELED
 NN0718'ROAD FOR 4.2 MILES TO A CROSSROAD, CONTINUE NORTH ON MAIN ROAD
 NN0718'FOR 6.25 MILES TO A T-ROAD LEFT (AZIMUTH MARK ON LEFT AS
 NN0718'DESCRIBED), TURN RIGHT THROUGH A WIRE GATE AND THEN TURN SHARP LEFT
 NN0718'THROUGH ANOTHER WIRE GATE, TURN RIGHT AND GO EAST-NORTHEAST
 NN0718'ACROSS PASTURE FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 NN0718'STATION.
 NN0718'
 NN0718'A 74 FOOT SIGNAL AT SARATOGA 1940 IS VISIBLE AT 37 FEET.
 NN0718'
 NN0718'AN 87 FOOT SIGNAL AT ATKINSON IS VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 74 FOOT SIGNAL AT STUART, KIRKWOOD 1934, AND HIGGINS 1940
 NN0718'ARE VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT LONE TREE IS VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT CLAY IS VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT BASIN 1940 IS VISIBLE AT 20 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT SANDY IS VISIBLE AT 50 FEET.
 NN0718'
 NN0718'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0797 ***********************************************************************
 LG0797  DESIGNATION -  BEAVER
 LG0797  PID         -  LG0797
 LG0797  STATE/COUNTY-  NE/SEWARD
 LG0797  COUNTRY     -  US
 LG0797  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0797
 LG0797                         *CURRENT SURVEY CONTROL
 LG0797  ______________________________________________________________________
 LG0797* NAD 83(1995) POSITION- 40 48 03.78773(N) 097 17 49.98127(W)   ADJUSTED
 LG0797* NAVD 88 ORTHO HEIGHT -   475.12  (+/-2cm)     1558.8   (feet) VERTCON
 LG0797  ______________________________________________________________________
 LG0797  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 LG0797  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 LG0797  HORZ ORDER      -  FIRST
 LG0797  VERT ORDER      -  THIRD ? (See Below)
 LG0797
 LG0797.The horizontal coordinates were established by classical geodetic methods
 LG0797.and adjusted by the National Geodetic Survey in August 1997.
 LG0797
 LG0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0797
 LG0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0797.GEOID18 height accuracy estimate available here.
 LG0797
 LG0797.The vertical order pertains to the NGVD 29 superseded value.
 LG0797
 LG0797.Click photographs - Photos may exist for this station.
 LG0797
 LG0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0797
 LG0797. The following values were computed from the NAD 83(1995) position.
 LG0797
 LG0797;                    North         East     Units Scale Factor Converg.
 LG0797;SPC NE       -   111,007.463   727,983.649   MT  0.99973368   +1 47 28.1
 LG0797;SPC NE       -   364,196.98  2,388,393.02   sFT  0.99973368   +1 47 28.1
 LG0797;UTM  14      - 4,518,067.273   643,639.525   MT  0.99985395   +1 06 46.2
 LG0797
 LG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0797!SPC NE       -   0.99992968  x   0.99973368  =   0.99966338
 LG0797!UTM  14      -   0.99992968  x   0.99985395  =   0.99978364
 LG0797
 LG0797:                Primary Azimuth Mark                     Grid Az
 LG0797:SPC NE       -  BEAVER AZ MK RESET                       045 05 45.5
 LG0797:UTM  14      -  BEAVER AZ MK RESET                       045 46 27.4
 LG0797
 LG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4363918067(NAD 83)
 LG0797
 LG0797|---------------------------------------------------------------------|
 LG0797| PID    Reference Object                     Distance      Geod. Az  |
 LG0797|                                                           dddmmss.s |
 LG0797| CN7834 BEAVER AZ MK RESET                                 0465313.6 |
 LG0797| CN7833 BEAVER AZ MK                                       0471143.5 |
 LG0797| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX.20.5 KM 0544610.3 |
 LG0797| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 9.8 KM 0884841.9 |
 LG0797| LG0764 MILFORD MUNICIPAL TANK              APPROX.20.4 KM 0985008.8 |
 LG0797| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.23.1 KM 1375639.4 |
 LG0797| CN7835 BEAVER RM 1                          40.046 METERS 16608     |
 LG0797| LG0786 FRIEND STANDPIPE                    APPROX.16.1 KM 1764617.9 |
 LG0797| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.16.6 KM 1772743.2 |
 LG0797| CN7837 BEAVER RM 3                           7.846 METERS 18108     |
 LG0797| CN7836 BEAVER RM 2                         121.637 METERS 19736     |
 LG0797| LG0790 EXETER TANK                         APPROX.21.8 KM 2164114.7 |
 LG0797| CN7838 BEAVER RM 4                           8.778 METERS 22741     |
 LG0797| LG0798 BEAVER 1                            APPROX. 1.0 KM 2635129.3 |
 LG0797| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX.25.9 KM 2862042.9 |
 LG0797| LG0904 YORK MUNICIPAL TANK                 APPROX.25.3 KM 2874244.3 |
 LG0797| LG0801 EVAN LUTH ST JOHNS STEEPLE          APPROX.11.6 KM 2902840.2 |
 LG0797| LG0806 WACO TANK                           APPROX.17.5 KM 3070034.5 |
 LG0797| LG0795 UTICA ST MARYS CHURCH SPIRE         APPROX.11.5 KM 3373719.5 |
 LG0797|---------------------------------------------------------------------|
 LG0797
 LG0797                          SUPERSEDED SURVEY CONTROL
 LG0797
 LG0797  NAD 83(1986)-  40 48 03.79640(N)    097 17 49.98175(W) AD(       ) 1
 LG0797  NAD 27      -  40 48 03.76700(N)    097 17 48.80900(W) AD(       ) 1
 LG0797  NGVD 29             474.94   (m)         1558.2    (f) LEVELING    3  
 LG0797
 LG0797.Superseded values are not recommended for survey control.
 LG0797
 LG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0797.See file dsdata.pdf to determine how the superseded data were derived.
 LG0797
 LG0797_MARKER: DS = TRIANGULATION STATION DISK
 LG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0797_STAMPING: BEAVER 1935
 LG0797_MARK LOGO: CGS
 LG0797_PROJECTION: FLUSH
 LG0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0797+STABILITY: SURFACE MOTION
 LG0797
 LG0797  HISTORY     - Date     Condition        Report By
 LG0797  HISTORY     - 1935     MONUMENTED       CGS
 LG0797  HISTORY     - 1950     GOOD             CGS
 LG0797  HISTORY     - 1964     GOOD             CGS
 LG0797  HISTORY     - 1966     GOOD             NEDR
 LG0797  HISTORY     - 1973     GOOD             NGS
 LG0797
 LG0797                          STATION DESCRIPTION
 LG0797
 LG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0797'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 27, T. 10 N., R.
 LG0797'1 E., IN THE BARNYARD OF MR. BECKLERS HOUSE, ABOUT 1 MILE WEST AND
 LG0797'1-1/2 MILES NORTH OF BEAVER CROSSING.  MARK IS SET IN THE
 LG0797'NORTHWEST CORNER OF BARNYARD, 170 FEET NORTH OF NORTH SIDE OF THE
 LG0797'BECKLER HOUSE, 15 FEET SOUTH OF NORTH FENCE OF BARNYARD, FLUSH
 LG0797'WITH GROUND.
 LG0797'
 LG0797'REACHED FROM POST OFFICE IN BEAVER CROSSING BY GOING WEST ON MAIN
 LG0797'STREET 0.5 MILE, THEN NORTH ON GRAVELED ROAD FOR 1.5 MILES TO
 LG0797'CROSSROADS, TURN LEFT (WEST) ONTO DIRT ROAD AND GO 0.2 MILE TO THE
 LG0797'BECKLER HOUSE AND STATION.
 LG0797'
 LG0797'REFERENCE MARK NO. 1 IS SET AT NORTHWEST CORNER OF WESTERLY OF TWO
 LG0797'SMALL BARNS JUST NORTH OF HOUSE.
 LG0797'
 LG0797'REFERENCE MARK NO. 2 IS SET ON SOUTH SIDE OF ROAD WHICH IS IN
 LG0797'FRONT (SOUTH) OF THE BECKLER HOUSE, 30 FEET SOUTH OF CENTERLINE
 LG0797'OF ROAD, 3 FEET WEST OF TELEPHONE POLE, AND 18 FEET EAST OF A
 LG0797'NORTHWEST FENCE CORNER.
 LG0797'
 LG0797'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION, SET IN FENCE
 LG0797'LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  REACHED
 LG0797'FROM THE BECKLER HOUSE BY GOING EAST FOR 0.2 MILE TO CROSSROADS,
 LG0797'THENCE LEFT (NORTH) FOR 0.3 MILE TO MARK ON WEST SIDE OF ROAD
 LG0797'AZIMUTH AND REFERENCE MARKS PROJECT ABOUT 8 INCHES.
 LG0797'
 LG0797'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LG0797
 LG0797                          STATION RECOVERY (1950)
 LG0797
 LG0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0797'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 LG0797'CONDITION.  THE 1950 DIRECTION THE AZIMUTH MARK AND THE REFERENCE
 LG0797'MARKS DID NOT CHECK WITH THE 1935.  A SLIGHT DIFFERENCE WAS FOUND
 LG0797'IN THE DISTANCE TO REFERENCE MARK NO. 1 AND NO. 2 WAS NOT CHECKED,
 LG0797'DUE TO A CORN FIELD ON LINE.
 LG0797'
 LG0797'A NEW DESCRIPTION FOLLOWS.
 LG0797'
 LG0797'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF THE TOWN
 LG0797'OF BEAVER CROSSING AND IN THE NORTHWEST CORNER OF A FARM YARD.
 LG0797'IT IS 182 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0797'HOUSE, 72 FEET NORTHWEST OF THE NORTHWEST CORNER OF A METAL
 LG0797'CHICKEN HOUSE, 12 FEET EAST OF THE WEST LOT FENCE AND 19 FEET
 LG0797'SOUTH OF THE NORTH LOT FENCE.  THE MARK IS FLUSH WITH THE
 LG0797'SURFACE OF THE GROUND AND THE DISK IS STAMPED BEAVER 1935.
 LG0797'
 LG0797'REFERENCE MARK NO. 1 IS SET AT THE NORTHWEST CORNER OF A SMALL
 LG0797'BUILDING WHICH SETS JUST NORTH OF THE HOUSE.  THE MARK PROJECTS
 LG0797'8 INCHES AND THE DISK IS STAMPED BEAVER NO 1 1935.
 LG0797'
 LG0797'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTERLINE OF AN
 LG0797'EAST AND WEST ROAD, 19 FEET EAST OF A PASTURE FENCE CORNER AND 1
 LG0797'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES
 LG0797'AND THE DISK IS STAMPED BEAVER NO 2 1935.
 LG0797'
 LG0797'AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF A NORTH AND
 LG0797'SOUTH ROAD AND 1 FOOT SOUTH OF THE NORTH POST TO GATE.  THE MARK
 LG0797'PROJECTS 3 INCHES AND THE DISK IS STAMPED BEAVER 1935.
 LG0797'
 LG0797'THE 1935 TO REACH DESCRIPTION BY C.I.A. IS ADEQUATE.
 LG0797'
 LG0797'OBSERVATIONS TAKEN FROM A 77 FT. STEEL TOWER AND A 4 FT. STAND.
 LG0797
 LG0797                          STATION RECOVERY (1964)
 LG0797
 LG0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0797'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0797'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 LG0797'DISPLACED.  THE AZIMUTH MARK WAS RESET AND THE EXETER, MUNICIPAL
 LG0797'WATER TANK WAS USED AS AN INITIAL TO DETERMINE THE NEW BEARING TO
 LG0797'THE RESET AZIMUTH MARK.  THE 1950 DESCRIPTION BY JCT JR. IS
 LG0797'ADEQUATE.  A SHORT DESCRIPTION FOR THE RESET AZIMUTH MARK
 LG0797'FOLLOWS.
 LG0797'
 LG0797'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 60 FEET
 LG0797'WEST OF THE CENTERLINE OF HARD-SURFACED ROAD, 16 FEET NORTH OF THE
 LG0797'CENTER OF FIELD ENTRANCE, 13 FEET SOUTH OF A POWER POLE, 4.5
 LG0797'FEET SOUTH OF CONCRETE RIGHT-OF-WAY POST, AND 1.5 FEET NORTH OF A
 LG0797'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 8 INCHES AND
 LG0797'THE DISK IS STAMPED BEAVER 1935 RESET 1964.
 LG0797'
 LG0797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 LG0797'ROAD FOR 0.2 MILE TO HARD-SURFACED ROAD.  TURN LEFT AND GO
 LG0797'NORTH ON HARD-SURFACED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 LG0797'THE LEFT.
 LG0797'
 LG0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0797
 LG0797                          STATION RECOVERY (1966)
 LG0797
 LG0797'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG0797'THE STATION, R.M. NO. 1 AND R.M. NO. 2 AND BEAVER AZIMUTH WERE
 LG0797'RECOVERED IN GOOD CONDITION.
 LG0797'
 LG0797'AZIMUTH MARK IS STAMPED BEAVER 1935, RESET 1964.
 LG0797'
 LG0797'R.M. NO. 2, THE ANGLE AND THE DISTANCE COULD NOT BE CHECKED, A
 LG0797'LARGE TIN BUILDING WAS IN THE LINE OF SIGHT.
 LG0797'
 LG0797'THE 1935 DESCRIPTION AND RECOVERY NOTE OF 1950 DESCRIPTION ARE
 LG0797'ADEQUATE.
 LG0797'
 LG0797'ADDITIONAL DESCRIPTION- TO REACH THE STATION FROM THE I-80
 LG0797'NEBRASKA INTERSTATE AT BEAVER CROSSING INTERCHANGE FROM THE TOP
 LG0797'OF THE OVERPASS, PROCEED SOUTH ON SECTION LINE ROAD FOR 1.5 MILES
 LG0797'TO AN EAST-WEST SECTION LINE ROAD, TURN RIGHT (WEST) AND PROCEED
 LG0797'ALONG SECTION LINE ROAD FOR 0.2 MILE TO THE BECKLER HOUSE AND THE
 LG0797'STATION ON THE RIGHT.
 LG0797
 LG0797                          STATION RECOVERY (1973)
 LG0797
 LG0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LG0797'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG0797'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LG0797'REFERENCE MARK 1 WAS REMOVED THIS DATE BY REQUEST OF THE PROPERTY
 LG0797'OWNER.  REFERENCE MARK 3 AND REFERENCE MARK 4 WERE ESTABLISHED
 LG0797'THIS DATE.  REFERENCE MARK 2 AND THE EXETER MUNICIPAL WATER TANK
 LG0797'ARE OBSTRUCTED BY A GRAIN BIN.  FOLLOWING ARE ADDITIONAL NOTES
 LG0797'FOR THE STATION MARK AND DESCRIPTION FOR REFERENCE MARKS 3 AND 4.
 LG0797'
 LG0797'THE STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND A
 LG0797'METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 LG0797'
 LG0797'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER 1935 NO 3 1973,
 LG0797'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE NORTH
 LG0797'ONE OF TWO GRAIN BINS AND AT THE EAST SIDE OF THE BIN AND THE
 LG0797'FOUNDATION PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 LG0797'
 LG0797'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAVER 1935 NO 4 1973,
 LG0797'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE NORTH
 LG0797'ONE OF TWO STEEL GRAIN BINS AND AT THE NORTHWEST SIDE OF THE BIN AND
 LG0797'THE FOUNDATION PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 LG0797'
 LG0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LG0797'NORTH-NORTHWEST OF BEAVER CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0798 ***********************************************************************
 LG0798  DESIGNATION -  BEAVER 1
 LG0798  PID         -  LG0798
 LG0798  STATE/COUNTY-  NE/SEWARD
 LG0798  COUNTRY     -  US
 LG0798  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0798
 LG0798                         *CURRENT SURVEY CONTROL
 LG0798  ______________________________________________________________________
 LG0798* NAD 83(1995) POSITION- 40 48 00.43556(N) 097 18 30.95006(W)   ADJUSTED
 LG0798* NAVD 88 ORTHO HEIGHT -   478.95  (+/-2cm)     1571.4   (feet) VERTCON
 LG0798  ______________________________________________________________________
 LG0798  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 LG0798  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LG0798  HORZ ORDER      -  SECOND
 LG0798  VERT ORDER      -  THIRD ? (See Below)
 LG0798
 LG0798.The horizontal coordinates were established by classical geodetic methods
 LG0798.and adjusted by the National Geodetic Survey in August 1997.
 LG0798
 LG0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0798
 LG0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0798.GEOID18 height accuracy estimate available here.
 LG0798
 LG0798.The vertical order pertains to the NGVD 29 superseded value.
 LG0798
 LG0798.Click photographs - Photos may exist for this station.
 LG0798
 LG0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0798
 LG0798. The following values were computed from the NAD 83(1995) position.
 LG0798
 LG0798;                    North         East     Units Scale Factor Converg.
 LG0798;SPC NE       -   110,874.190   727,027.239   MT  0.99973388   +1 47 00.9
 LG0798;SPC NE       -   363,759.74  2,385,255.20   sFT  0.99973388   +1 47 00.9
 LG0798;UTM  14      - 4,517,945.316   642,681.491   MT  0.99985058   +1 06 19.4
 LG0798
 LG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0798!SPC NE       -   0.99992908  x   0.99973388  =   0.99966298
 LG0798!UTM  14      -   0.99992908  x   0.99985058  =   0.99977967
 LG0798
 LG0798:                Primary Azimuth Mark                     Grid Az
 LG0798:SPC NE       -  STUHR 5                                  300 11 37.5
 LG0798:UTM  14      -  STUHR 5                                  300 52 19.0
 LG0798
 LG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4268117945(NAD 83)
 LG0798
 LG0798|---------------------------------------------------------------------|
 LG0798| PID    Reference Object                     Distance      Geod. Az  |
 LG0798|                                                           dddmmss.s |
 LG0798| CN7829 BEAVER 1 RM 1                                      05242     |
 LG0798| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.10.7 KM 0882133.1 |
 LG0798| CN7830 BEAVER 1 RM 1 OLD                                  19719     |
 LG0798| CN7831 BEAVER 1 RM 2                                      29922     |
 LG0798| LG0800 STUHR 5                             APPROX. 4.0 KM 3015838.4 |
 LG0798| CN7832 BEAVER 1 RM 2 OLD                                  31931     |
 LG0798|---------------------------------------------------------------------|
 LG0798
 LG0798                          SUPERSEDED SURVEY CONTROL
 LG0798
 LG0798  NAD 83(1986)-  40 48 00.44422(N)    097 18 30.95036(W) AD(       ) 2
 LG0798  NAD 27      -  40 48 00.41434(N)    097 18 29.77487(W) AD(       ) 2
 LG0798  NGVD 29             478.77   (m)         1570.8    (f) LEVELING    3  
 LG0798
 LG0798.Superseded values are not recommended for survey control.
 LG0798
 LG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0798.See file dsdata.pdf to determine how the superseded data were derived.
 LG0798
 LG0798_MARKER: DS = TRIANGULATION STATION DISK
 LG0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0798_STAMPING: BEAVER 1 1961
 LG0798_MARK LOGO: NEDR
 LG0798_PROJECTION: RECESSED 27 CENTIMETERS
 LG0798_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0798+STABILITY: SURFACE MOTION
 LG0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0798+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 LG0798
 LG0798  HISTORY     - Date     Condition        Report By
 LG0798  HISTORY     - 1961     MONUMENTED       NEDR
 LG0798  HISTORY     - 19971023 GOOD             NEDR
 LG0798
 LG0798                          STATION DESCRIPTION
 LG0798
 LG0798'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0798'THE STATION IS LOCATED 1.5 MILES NORTH AND 1.5 MILES WEST FROM
 LG0798'POST OFFICE IN BEAVER CROSSING, ON SECTION LINE BETWEEN SECTIONS
 LG0798'27 AND 34, T 10 N, R 1 E.
 LG0798'
 LG0798'TO REACH STATION, PROCEED 0.6 MILE WEST FROM POST OFFICE IN
 LG0798'BEAVER CROSSING TO T INTERSECTION, TURN RIGHT (NORTH) AND PROCEED
 LG0798'1.5 MILE ALONG COUNTY ROAD TO INTERSECTION WITH A COUNTY ROAD,
 LG0798'TURN LEFT (WEST) AND CONTINUE 0.9 MILE TO STATION WHICH IS IN
 LG0798'CENTER OF COUNTY ROAD.
 LG0798'
 LG0798'THE STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0798'DISK STAMPED BEAVER 1-1961 AND IS SET 0.9 FT. BELOW GROUND
 LG0798'ELEVATION.  IT IS IN THE CENTER OF THE COUNTY ROAD, 132.2
 LG0798'FEET NORTHEAST TO A NAIL IN A TELEPHONE POLE, 73.5 FEET
 LG0798'NORTHWEST TO A NAIL IN A TELEPHONE POLE AND 679.0 FT. WEST TO
 LG0798'THE NORTH-SOUTH SECTION LINE FENCE.
 LG0798'
 LG0798'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG0798'REFERENCE MARK DISK STAMPED BEAVER 1-1961, R.M. 1, 1961 AND IS
 LG0798'53.90 FT. NORTHEAST OF THE STATION.
 LG0798'
 LG0798'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG0798'REFERENCE MARK DISK STAMPED BEAVER 1, 1961, R.M. 2, 1961 AND IS
 LG0798'66.13 FT. WEST-NORTHWEST OF THE STATION.
 LG0798'
 LG0798'THERE IS NO AZIMUTH MARK.
 LG0798
 LG0798                          STATION RECOVERY (1997)
 LG0798
 LG0798'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0798'RECOVERED IN GOOD CONDITION ABOUT 1.5 MI (2.4 KM) NORTHWEST OF BEAVER
 LG0798'CROSSING, NEAR, AND BENEATH, THE CENTERLINE OF A COUNTY ROAD (A
 LG0798'STREET) AND NEAR THE NW CORNER, SEC34, T10N, R1E.  TO REACH THE MARK
 LG0798'FROM THE LINK 80F OVERPASS BRIDGE, OVER INTERSTATE HIGHWAY 80, GO
 LG0798'SOUTH ON ROAD LINK 80F (462ND STREET) FOR 1.4 MI (2.3 KM) TO A COUNTY
 LG0798'ROAD (-A- STREET) .  TURN LEFT AND GO EAST ON -A- STREET FOR 2.15 MI
 LG0798'(3.46 KM) TO THE STATION.  IT IS 207.0 M (679.1 FT) EAST OF A
 LG0798'NORTH-SOUTH FENCE LINE, 32.3 M (106.0 FT) WEST OF THE CENTERLINE OF A
 LG0798'FIELD ROAD, NORTH, 20.16 M (66.14 FT) SOUTHEAST OF REFERENCE MARK 4,
 LG0798'16.43 M (53.90 FT) SOUTHWEST OF REFERENCE MARK 1, 9.14 M (29.99 FT)
 LG0798'SOUTH OF A WITNESS POST AND IS RECESSED 0.2 M (0.7 FT) BELOW THE ROAD
 LG0798'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1756 ***********************************************************************
 NM1756  DESIGNATION -  BEAVER CREEK
 NM1756  PID         -  NM1756
 NM1756  STATE/COUNTY-  NE/CEDAR
 NM1756  COUNTRY     -  US
 NM1756  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1756
 NM1756                         *CURRENT SURVEY CONTROL
 NM1756  ______________________________________________________________________
 NM1756* NAD 83(1995) POSITION- 42 49 39.16202(N) 097 23 42.44051(W)   ADJUSTED
 NM1756* NAVD 88 ORTHO HEIGHT -   400.    (meters)     1312.    (feet) SCALED
 NM1756  ______________________________________________________________________
 NM1756  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 NM1756  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 NM1756  HORZ ORDER      -  SECOND
 NM1756
 NM1756.The horizontal coordinates were established by classical geodetic methods
 NM1756.and adjusted by the National Geodetic Survey in August 1997.
 NM1756
 NM1756.The orthometric height was scaled from a topographic map.
 NM1756
 NM1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1756.GEOID18 height accuracy estimate available here.
 NM1756
 NM1756.Click photographs - Photos may exist for this station.
 NM1756
 NM1756.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1756
 NM1756. The following values were computed from the NAD 83(1995) position.
 NM1756
 NM1756;                    North         East     Units Scale Factor Converg.
 NM1756;SPC NE       -   335,671.940   712,949.212   MT  0.99992547   +1 43 34.5
 NM1756;SPC NE       - 1,101,283.69  2,339,067.54   sFT  0.99992547   +1 43 34.5
 NM1756;SPC SD S     -    59,152.510   840,203.741   MT  1.00000138   +2 01 37.0
 NM1756;SPC SD S     -   194,069.53  2,756,568.44   sFT  1.00000138   +2 01 37.0
 NM1756;UTM  14      - 4,742,913.317   631,177.504   MT  0.99981170   +1 05 28.1
 NM1756
 NM1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1756!SPC NE       -   0.99994125  x   0.99992547  =   0.99986672
 NM1756!SPC SD S     -   0.99994125  x   1.00000138  =   0.99994263
 NM1756!UTM  14      -   0.99994125  x   0.99981170  =   0.99975296
 NM1756
 NM1756:                Primary Azimuth Mark                     Grid Az
 NM1756:SPC NE       -  BEAVER CREEK AZ MK                       097 52 52.6
 NM1756:SPC SD S     -  BEAVER CREEK AZ MK                       097 34 50.1
 NM1756:UTM  14      -  BEAVER CREEK AZ MK                       098 30 59.0
 NM1756
 NM1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3117742913(NAD 83)
 NM1756
 NM1756|---------------------------------------------------------------------|
 NM1756| PID    Reference Object                     Distance      Geod. Az  |
 NM1756|                                                           dddmmss.s |
 NM1756| NM1870 YANKTON TOLL BRIDGE                 APPROX. 4.2 KM 0011631.6 |
 NM1756| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 4.6 KM 0015001.4 |
 NM1756| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 4.5 KM 0020219.0 |
 NM1756| NM1877 YANKTON COLL FORBES H STEEPLE       APPROX. 5.8 KM 0032536.1 |
 NM1756| NM1874 YANKTON COLL POWER PLANT STACK      APPROX. 5.5 KM 0034740.8 |
 NM1756| NM1871 YANKTON SACRED HEART CATH CH        APPROX. 5.0 KM 0040305.1 |
 NM1756| NM1861 RADIO STA WNAX MAST SHORT OF 3      APPROX.11.6 KM 0335806.9 |
 NM1756| NM1860 RADIO STA WNAX MAST TALL OF 3       APPROX.11.5 KM 0340536.8 |
 NM1756| NM1862 RADIO STA WNAX RAD MAST C OF 3      APPROX.11.4 KM 0344721.8 |
 NM1756| CO2208 BEAVER CREEK AZ MK                                 0993627.1 |
 NM1756| CO2209 BEAVER CREEK RM 1                    18.790 METERS 11602     |
 NM1756| CO2210 BEAVER CREEK RM 2                    20.229 METERS 31600     |
 NM1756| NM1864 YANKTON SAC HEART HOSP STK          APPROX. 5.2 KM 3455247.9 |
 NM1756| NM1867 YANKTON SAC HEART HOSP STEEPLE      APPROX. 5.1 KM 3460055.8 |
 NM1756| NM1865 YANKTON SAC HEART HOSP TANK         APPROX. 5.1 KM 3461621.1 |
 NM1756| NM1866 YANKTON SAC HEART HOSP PWR STK      APPROX. 5.0 KM 3471959.5 |
 NM1756| NM1872 YANKTON MUNICIPAL TANK              APPROX. 5.2 KM 3510855.4 |
 NM1756| NM1863 YANKTON CO CTHSE CLOCK TOWER        APPROX. 4.7 KM 3583737.2 |
 NM1756|---------------------------------------------------------------------|
 NM1756
 NM1756                          SUPERSEDED SURVEY CONTROL
 NM1756
 NM1756  NAD 83(1986)-  42 49 39.17082(N)    097 23 42.43223(W) AD(       ) 2
 NM1756  NAD 27      -  42 49 39.18200(N)    097 23 41.22600(W) AD(       ) 2
 NM1756
 NM1756.Superseded values are not recommended for survey control.
 NM1756
 NM1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1756.See file dsdata.pdf to determine how the superseded data were derived.
 NM1756
 NM1756_MARKER: P = PIPE CAP
 NM1756_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1756_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1756
 NM1756  HISTORY     - Date     Condition        Report By
 NM1756  HISTORY     - UNK      MONUMENTED       MORC
 NM1756
 NM1756                          STATION DESCRIPTION
 NM1756
 NM1756'DESCRIBED BY MISSOURI RIVER COMMISSION UNK (MEW)
 NM1756'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF YANKTON AND
 NM1756'IN THE NORTHEAST QUARTER OF SEC. 23, T. 33 N., R. 1 W..  IT
 NM1756'IS ON LAND OWNED BY MR. FRANK BOLLICH AND ABOUT 0.1 MILE
 NM1756'NORTHWEST OF HIS BARN.  THE MARK IS A 1-1/2 INCH PIPE SET
 NM1756'IN A 12X12 INCH CONCRETE BLOCK.  THE PIPE PROJECTS 6 INCHES
 NM1756'AND BEAVER CREEK IS CUT IN THE CONCRETE.
 NM1756'
 NM1756'REFERENCE MARK NO. 1 IS 61.65 FEET EAST-SOUTHEAST OF THE
 NM1756'STATION, ON SLOPE OF HILL (SLOPE MEASUREMENT).  THE MARK
 NM1756'PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER CREEK MRC NO 1
 NM1756'1948.
 NM1756'
 NM1756'REFERENCE MARK NO. 2 IS 66.36 FEET NORTHWEST OF THE STATION
 NM1756'AND ON SLIGHTLY HIGHER POINT OF HILL.  THE MARK PROJECTS 2
 NM1756'INCHES AND THE DISK IS STAMPED BEAVER CREEK MRC NO 2 1948.
 NM1756'
 NM1756'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 37 FEET
 NM1756'NORTH OF A FENCE CORNER AND 1 FOOT EAST OF THE FENCE.  THE MARK
 NM1756'PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAVER CREEK.MRC 1948.
 NM1756'
 NM1756'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE,
 NM1756'GO SOUTH ON HIGHWAY 81 FOR 1.0 MILE, TURN LEFT (EAST) ON HIGHWAY
 NM1756'15 FOR 0.55 MILE TO A T ROAD RIGHT JUST AFTER CROSSING BRIDGE,
 NM1756'TURN RIGHT ON DIRT ROAD FOR 1.35 MILE TO A T ROAD RIGHT JUST
 NM1756'BEFORE REACHING TO OF HILL, TURN RIGHT (WEST) 0.1 MILE TO
 NM1756'THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON WEST 0.2 MILE
 NM1756'TO FORKS IN DRIVEWAY, TAKE RIGHT FORK STRAIGHT AHEAD 0.05
 NM1756'MILE PASSING TO THE LEFT OF BARN TO GATE JUST WEST OF BARN,
 NM1756'PASS THROUGH GATE AND GO WEST-NORTH FOR 0.05 MILE TO GATE
 NM1756'AT END OF WIDE LANE, PASS THROUGH GATE AND BEAR LEFT TO TOP
 NM1756'OF HILL AND THE STATION.
 NM1756'
 NM1756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0709 ***********************************************************************
 NN0709  DESIGNATION -  BECK
 NN0709  PID         -  NN0709
 NN0709  STATE/COUNTY-  NE/HOLT
 NN0709  COUNTRY     -  US
 NN0709  USGS QUAD   -  ATKINSON NW (2017)
 NN0709
 NN0709                         *CURRENT SURVEY CONTROL
 NN0709  ______________________________________________________________________
 NN0709* NAD 83(1995) POSITION- 42 41 45.78105(N) 098 59 02.66600(W)   ADJUSTED
 NN0709* NAVD 88 ORTHO HEIGHT -   635.    (meters)     2083.    (feet) SCALED
 NN0709  ______________________________________________________________________
 NN0709  GEOID HEIGHT    -        -24.602 (meters)                     GEOID18
 NN0709  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 NN0709  HORZ ORDER      -  THIRD
 NN0709
 NN0709.The horizontal coordinates were established by classical geodetic methods
 NN0709.and adjusted by the National Geodetic Survey in August 1997.
 NN0709
 NN0709.The orthometric height was scaled from a topographic map.
 NN0709
 NN0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0709.GEOID18 height accuracy estimate available here.
 NN0709
 NN0709.Click photographs - Photos may exist for this station.
 NN0709
 NN0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0709
 NN0709. The following values were computed from the NAD 83(1995) position.
 NN0709
 NN0709;                    North         East     Units Scale Factor Converg.
 NN0709;SPC NE       -   318,346.756   583,234.419   MT  0.99987485   +0 40 23.7
 NN0709;SPC NE       - 1,044,442.65  1,913,494.92   sFT  0.99987485   +0 40 23.7
 NN0709;UTM  14      - 4,727,062.720   501,304.491   MT  0.99960002   +0 00 38.9
 NN0709
 NN0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0709!SPC NE       -   0.99990424  x   0.99987485  =   0.99977910
 NN0709!UTM  14      -   0.99990424  x   0.99960002  =   0.99950430
 NN0709
 NN0709:                Primary Azimuth Mark                     Grid Az
 NN0709:SPC NE       -  BECK AZ MK                               126 05 35.5
 NN0709:UTM  14      -  BECK AZ MK                               126 45 20.3
 NN0709
 NN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0130427062(NAD 83)
 NN0709
 NN0709|---------------------------------------------------------------------|
 NN0709| PID    Reference Object                     Distance      Geod. Az  |
 NN0709|                                                           dddmmss.s |
 NN0709| CO2213 BECK RM 1                             9.226 METERS 08430     |
 NN0709| CO2212 BECK AZ MK                                         1264559.2 |
 NN0709| CO2214 BECK RM 2                            16.264 METERS 18103     |
 NN0709|---------------------------------------------------------------------|
 NN0709
 NN0709                          SUPERSEDED SURVEY CONTROL
 NN0709
 NN0709  NAD 83(1986)-  42 41 45.78771(N)    098 59 02.67388(W) AD(       ) 3
 NN0709  NAD 27      -  42 41 45.78200(N)    098 59 01.32600(W) AD(       ) 3
 NN0709
 NN0709.Superseded values are not recommended for survey control.
 NN0709
 NN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0709.See file dsdata.pdf to determine how the superseded data were derived.
 NN0709
 NN0709_MARKER: DS = TRIANGULATION STATION DISK
 NN0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0709_STAMPING: BECK 1949
 NN0709_MARK LOGO: CGS
 NN0709_PROJECTION: FLUSH
 NN0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0709+STABILITY: SURFACE MOTION
 NN0709
 NN0709  HISTORY     - Date     Condition        Report By
 NN0709  HISTORY     - 1949     MONUMENTED       CGS
 NN0709
 NN0709                          STATION DESCRIPTION
 NN0709
 NN0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0709'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH OF ATKINSON
 NN0709'ON THE RIGHT-OF-WAY OF A SECTION LINE ROAD.  IT IS 26.0
 NN0709'FEET NORTH OF THE CENTER OF A SECTION LINE ROAD, 5.5 FEET
 NN0709'EAST-SOUTHEAST OF A WITNESS POST AND 3.3 FEET SOUTH OF A
 NN0709'FENCE.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 NN0709'STAMPED BECK 1949.
 NN0709'
 NN0709'REFERENCE MARK NO. 1 IS 28.0 FEET NORTH OF THE CENTER OF A
 NN0709'SECTION LINE ROAD AND 0.5 OF A FOOT SOUTH OF A FENCE.  IT
 NN0709'IS SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED BECK
 NN0709'NO 1 1949.
 NN0709'
 NN0709'REFERENCE MARK NO. 2 IS 28.5 FEET SOUTH OF THE CENTER OF A
 NN0709'SECTION LINE ROAD AND 0.5 OF A FOOT NORTH OF A FENCE.  IT
 NN0709'PROJECTS 2 INCHES AND IS STAMPED BECK NO 2 1949.
 NN0709'
 NN0709'THE AZIMUTH MARK IS 38.0 FEET EAST OF THE CENTER OF A GRADED
 NN0709'ROAD, 22.0 FEET NORTH OF A TELEPHONE POLE, 19.0 FEET SOUTH
 NN0709'OF THE CENTER OF A FARM DRIVE, AND 7.5 FEET WEST OF THE
 NN0709'WEST END OF A ROW OF TREES, AND 2.0 FEET EAST-NORTHEAST OF
 NN0709'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BECK
 NN0709'1949.
 NN0709'
 NN0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0709'20 AND STATE HIGHWAY NO. 11 AT THE NORTHEAST EDGE OF ATKINSON,
 NN0709'GO NORTH ON STATE HIGHWAY NO. 11 FOR 8.25 MILES TO A FORK WHERE
 NN0709'STATE HIGHWAY NO. 11 TURNS TO THE RIGHT AND A GRADED ROAD
 NN0709'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON GRADED
 NN0709'ROAD AND GO NORTH FOR 3.2 MILES TO A CROSSROAD, TURN LEFT
 NN0709'AND GO WEST FOR 0.65 OF A MILE TO THE TOP OF A HILL AND THE
 NN0709'STATION ON THE RIGHT AS DESCRIBED.
 NN0709'
 NN0709'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON SECTION
 NN0709'LINE ROAD FOR 0.65 OF A MILE TO A CROSSROAD, TURN RIGHT AND
 NN0709'GO SOUTH FOR 0.5 OF A MILE TO A FARM DRIVE ON THE LEFT AND
 NN0709'THE AZIMUTH MARK AS DESCRIBED.
 NN0709'
 NN0709'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0709'
 NN0709'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0709'
 NN0709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2055 ***********************************************************************
 MK2055  DESIGNATION -  BECK
 MK2055  PID         -  MK2055
 MK2055  STATE/COUNTY-  NE/SAUNDERS
 MK2055  COUNTRY     -  US
 MK2055  USGS QUAD   -  FREMONT WEST (2017)
 MK2055
 MK2055                         *CURRENT SURVEY CONTROL
 MK2055  ______________________________________________________________________
 MK2055* NAD 83(1995) POSITION- 41 23 35.64666(N) 096 32 57.52119(W)   ADJUSTED
 MK2055* NAVD 88 ORTHO HEIGHT -   421.    (meters)     1381.    (feet) SCALED
 MK2055  ______________________________________________________________________
 MK2055  GEOID HEIGHT    -        -27.004 (meters)                     GEOID18
 MK2055  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 MK2055  HORZ ORDER      -  FIRST
 MK2055
 MK2055.The horizontal coordinates were established by classical geodetic methods
 MK2055.and adjusted by the National Geodetic Survey in August 1997.
 MK2055
 MK2055.The orthometric height was scaled from a topographic map.
 MK2055
 MK2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2055.GEOID18 height accuracy estimate available here.
 MK2055
 MK2055.Click photographs - Photos may exist for this station.
 MK2055
 MK2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2055
 MK2055. The following values were computed from the NAD 83(1995) position.
 MK2055
 MK2055;                    North         East     Units Scale Factor Converg.
 MK2055;SPC NE       -   178,944.873   788,417.417   MT  0.99966052   +2 17 12.3
 MK2055;SPC NE       -   587,088.30  2,586,666.14   sFT  0.99966052   +2 17 12.3
 MK2055;UTM  14      - 4,585,309.638   704,884.797   MT  1.00011663   +1 37 15.7
 MK2055
 MK2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2055!SPC NE       -   0.99993818  x   0.99966052  =   0.99959872
 MK2055!UTM  14      -   0.99993818  x   1.00011663  =   1.00005480
 MK2055
 MK2055:                Primary Azimuth Mark                     Grid Az
 MK2055:SPC NE       -  BECK RM 4                                085 45 44.2
 MK2055:UTM  14      -  BECK RM 4                                086 25 40.8
 MK2055
 MK2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0488485309(NAD 83)
 MK2055
 MK2055|---------------------------------------------------------------------|
 MK2055| PID    Reference Object                     Distance      Geod. Az  |
 MK2055|                                                           dddmmss.s |
 MK2055| MK0995 BECK RM 3                            35.204 METERS 00424     |
 MK2055| MK1768 BECK RM 1                            28.170 METERS 00528     |
 MK2055| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.20.3 KM 0794501.3 |
 MK2055| MK0996 BECK RM 4                                          0880256.5 |
 MK2055| MK1769 BECK RM 2                                          08836     |
 MK2055| CL6847 BECK RM 5                            74.382 METERS 27334     |
 MK2055|---------------------------------------------------------------------|
 MK2055
 MK2055                          SUPERSEDED SURVEY CONTROL
 MK2055
 MK2055  NAD 83(1986)-  41 23 35.65487(N)    096 32 57.52251(W) AD(       ) 1
 MK2055  NAD 27      -  41 23 35.64583(N)    096 32 56.42986(W) AD(       ) 1
 MK2055
 MK2055.Superseded values are not recommended for survey control.
 MK2055
 MK2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2055.See file dsdata.pdf to determine how the superseded data were derived.
 MK2055
 MK2055_MARKER: DS = TRIANGULATION STATION DISK
 MK2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2055_STAMPING: BECK 1930
 MK2055_MARK LOGO: CGS
 MK2055_PROJECTION: RECESSED 30 CENTIMETERS
 MK2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2055+STABILITY: SURFACE MOTION
 MK2055
 MK2055  HISTORY     - Date     Condition        Report By
 MK2055  HISTORY     - 1930     MONUMENTED       CGS
 MK2055  HISTORY     - 1935     GOOD             NEGS
 MK2055  HISTORY     - 1959     GOOD             CGS
 MK2055  HISTORY     - 1959     GOOD             CGS
 MK2055  HISTORY     - 1968     GOOD             CGS
 MK2055  HISTORY     - 1968     GOOD             USGS
 MK2055  HISTORY     - 1974     GOOD             NEDR
 MK2055  HISTORY     - 20100503 GOOD             INDIV
 MK2055
 MK2055                          STATION DESCRIPTION
 MK2055
 MK2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2055'STATION IS ABOUT 4 MILES SW OF FREMONT AND 3 MILES E OF CEDAR
 MK2055'BLUFFS ON LAND OWNED AND OCCUPIED BY A MR. BECK.  THE HOUSE
 MK2055'OF MR. BECK IS LOCATED ON THE S SIDE OF ROUTE 77, WHICH IS
 MK2055'THE MAIN ROAD TO LINCOLN, IN A SMALL GROVE OF TREES AND WITH
 MK2055'A CONSIDERABLE GROVE OF TREES ON THE N SIDE OF THE ROAD
 MK2055'OPPOSITE THE HOUSE.  THE STATION IS ABOUT 80 YARDS NE OF THE
 MK2055'HOUSE AND THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 MK2055'GROUND ABOUT 75 METERS E OF THE LANE TO THE HOUSE, AND 18.7
 MK2055'METERS S OF THE CENTER LINE OF THE HIGHWAY ABOUT 0.425 MILE
 MK2055'W OF A SECTION-LINE ROAD.
 MK2055'
 MK2055'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2055'DISKS SET IN CONCRETE.
 MK2055'
 MK2055'REFERENCE MARK NO. 1 IS NEAR A FENCE CORNER JUST ACROSS THE
 MK2055'HIGHWAY FROM THE STATION AS DESCRIBED ABOVE.  THE MARK IS FLUSH
 MK2055'WITH THE SURFACE 9.55 METERS N OF THE CENTER LINE OF THE
 MK2055'HIGHWAY, 6.75 METERS E OF A FENCE LINE AND 0.6 METER S OF ANOTHER
 MK2055'FENCE.  REFERENCE MARK NO. 2 IS LOCATED ON THE N SIDE OF THE
 MK2055'HIGHWAY AS IT GOES OVER A RIDGE ABOUT 0.175 MILE E OF THE
 MK2055'AFORE-MENTIONED SECTION-LINE ROAD.  THE MARK IS FLUSH WITH
 MK2055'THE SURFACE IN A FENCE LINE 7.92 METERS N OF THE CENTER LINE
 MK2055'OF THE HIGHWAY.  THE DISTANCE TO THE STATION IS 0.6 MILE
 MK2055'APPROXIMATELY.
 MK2055'
 MK2055'TO REACH THE STATION FROM FREMONT TAKE HIGHWAY 77.  GO S ABOUT
 MK2055'3 MILES TO THE PLATTE RIVER BRIDGE, THENCE S 1/2 MILE AND W
 MK2055'2-1/2 MILES TO THE BECK FARM.
 MK2055'
 MK2055'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK2055
 MK2055                          STATION RECOVERY (1935)
 MK2055
 MK2055'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2055'STATION RECOVERED IN GOOD CONDITION.  STANDARD STATION DISK
 MK2055'IN CONCRETE BURIED ABOUT 12 INCHES BELOW SURFACE.
 MK2055'
 MK2055'STATION IS IN SEC. 5, T 16 N, R 8 E, ON LAND OWNED AND OCCUPIED
 MK2055'BY MR. BECK, ABOUT 225 FEET E OF ENTRANCE DRIVE TO MR. BECKS
 MK2055'HOME, 63 FEET S OF CENTER LINE OF U.S. HIGHWAY 77, AND 30 FEET
 MK2055'S OF ROW OF LARGE MAPLE TREES ON S SIDE OF HIGHWAY.
 MK2055'
 MK2055'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND TO
 MK2055'BE AS DESCRIBED.
 MK2055
 MK2055                          STATION RECOVERY (1959)
 MK2055
 MK2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK2055'THE STATION MARK WAS RECOVERED AS DESCRIBED ABOUT 12 INCHES
 MK2055'BELOW THE SURFACE OF A CULTIVATED FIELD AND REFERENCE MARKS
 MK2055'NO. 3 AND NO. 4 WHICH WERE MOVED BY THE NEBRASKA STATE
 MK2055'HIGHWAY WERE RECOVERED.  REFERENCE MARK NO. 5 WAS SET.  A
 MK2055'COMPLETE NEW DESCRIPTION FOLLOWS.
 MK2055'
 MK2055'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FREMONT
 MK2055'AND 3 MILES EAST OF CEDAR BLUFFS ON LAND OWNED BY MR. ED BECK
 MK2055'WHOSE FARM BUILDINGS ARE ABOUT 150 YARDS WEST-SOUTHWEST OF
 MK2055'THE STATION.  THE MARK IS IN A CULTIVATED FIELD, 238 FEET
 MK2055'EAST OF THE NORTHEAST FENCE CORNER AROUND THE FARM BUILDINGS,
 MK2055'159 FEET EAST OF A POWER POLE, 63 FEET SOUTH OF THE CENTER OF
 MK2055'STATE HIGHWAY 109 (FORMERLY U.S. HIGHWAY 77), AND 60 FEET
 MK2055'EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST.  THE
 MK2055'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 MK2055'DISK IS STAMPED BECK 1930.
 MK2055'
 MK2055'REFERENCE MARK NO. 3 IS 115.50 FEET NORTH OF THE STATION AT
 MK2055'A FIELD ENTRANCE, 52 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 MK2055'109, 24 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 MK2055'AND 19 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 1
 MK2055'INCH AND THE DISK IS STAMPED BECK NO 3 1930.
 MK2055'
 MK2055'REFERENCE MARK NO. 4 IS 0.6 MILE EAST OF THE STATION AND ABOUT
 MK2055'240 FEET WEST OF A FIELD ENTRANCE, 94 FEET EAST OF A TELEPHONE
 MK2055'POLE, 85 FEET WEST OF THE 1ST POLE WEST OF FIELD ENTRANCE, 50
 MK2055'FEET NORTH OF THE CENTER OF STATE HIGHWAY 109, AND 48 FEET
 MK2055'WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST.  THE MARK IS
 MK2055'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK2055'BECK NO 4 1930.
 MK2055'
 MK2055'REFERENCE MARK NO. 5 IS 244.19 FEET WEST OF THE STATION, 49
 MK2055'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 109, 6 FEET WEST
 MK2055'OF A NORTHEAST FENCE CORNER, 2 FEET EAST OF A NEW WITNESS POST
 MK2055'SIGN, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 MK2055'AND THE DISK IS STAMPED BECK NO 5 1930.
 MK2055'
 MK2055'TO REACH THE STATION FROM THE PLATTE RIVER BRIDGE WHICH IS
 MK2055'ABOUT 2 AND 1/2 MILES SOUTH OF FREMONT, GO SOUTH ON U.S. HIGHWAY
 MK2055'77 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 109 WEST.
 MK2055'TURN RIGHT AND GO WEST ON STATE HIGHWAY 109 FOR 1.8 MILES TO
 MK2055'REFERENCE MARK NO. 4 ON THE RIGHT AS DESCRIBED.  CONTINUE
 MK2055'WEST ON STATE HIGHWAY 109 FOR 0.6 MILE TO THE STATION ON
 MK2055'THE LEFT AS DESCRIBED.
 MK2055'
 MK2055'NOTE--THE ABOVE DIRECTIONS HAVE NO AZIMUTH BEARINGS, WHICH
 MK2055'ARE CONNECTED TO OUR GEODETIC DATA.
 MK2055
 MK2055                          STATION RECOVERY (1959)
 MK2055
 MK2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2055'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MK2055'FOUND IN GOOD CONDITION.
 MK2055'
 MK2055'THE 1959 DESCRIPTION OF MR. LEON SMITH WAS FOUND COMPLETELY
 MK2055'ADEQUATE.
 MK2055
 MK2055                          STATION RECOVERY (1968)
 MK2055
 MK2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK2055'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4
 MK2055'(AZIMUTH MARK), AND REFERENCE MARK NO. 5 WERE RECOVERED
 MK2055'AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 MK2055'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 MK2055'CHECKED AT THIS TIME.
 MK2055'
 MK2055'SINCE REFERENCE MARK NO. 4 (AZIMUTH MARK) HAD NO GEODETIC TIE,
 MK2055'OBSERVATIONS WERE TAKEN ON POLARIS AND REFERENCE MARK NO. 4
 MK2055'(AZIMUTH MARK).
 MK2055'
 MK2055'A METAL WITNESS POST WAS SET 1.5 FEET EAST OF REFERENCE MARK
 MK2055'NO. 4.
 MK2055'
 MK2055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 MK2055'MILES SOUTHWEST OF FREMONT.
 MK2055
 MK2055                          STATION RECOVERY (1968)
 MK2055
 MK2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 MK2055'THE STATION MARK, R.M. 3, AND R.M. 5 WERE FOUND IN GOOD
 MK2055'CONDITION THE AZIMUTH MARK AND R.M. 1, R.M. 2, AND R.M. 4
 MK2055'WERE NOT FOUND.  DESCRIPTION IS ADEQUATE.
 MK2055
 MK2055                          STATION RECOVERY (1974)
 MK2055
 MK2055'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2055'REFER TO USC AND GS QUAD 410963 PAGE 1001.  STATION, REFERENCE
 MK2055'NO. 3 REF. 5 AND REF. 4 (AZIMUTH) FOUND IN GOOD CONDITION.
 MK2055'
 MK2055'NEAREST TOWN--CEDAR BLUFFS.
 MK2055
 MK2055                          STATION RECOVERY (2010)
 MK2055
 MK2055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK2055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0383 ***********************************************************************
 MM0383  DESIGNATION -  BECKWITH
 MM0383  PID         -  MM0383
 MM0383  STATE/COUNTY-  NE/LOGAN
 MM0383  COUNTRY     -  US
 MM0383  USGS QUAD   -  LOGAN (2017)
 MM0383
 MM0383                         *CURRENT SURVEY CONTROL
 MM0383  ______________________________________________________________________
 MM0383* NAD 83(1995) POSITION- 41 24 51.38670(N) 100 17 28.34446(W)   ADJUSTED
 MM0383* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 MM0383  ______________________________________________________________________
 MM0383  GEOID HEIGHT    -        -21.911 (meters)                     GEOID18
 MM0383  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 MM0383  HORZ ORDER      -  FIRST
 MM0383
 MM0383.The horizontal coordinates were established by classical geodetic methods
 MM0383.and adjusted by the National Geodetic Survey in August 1997.
 MM0383
 MM0383.The orthometric height was scaled from a topographic map.
 MM0383
 MM0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0383.GEOID18 height accuracy estimate available here.
 MM0383
 MM0383.Click photographs - Photos may exist for this station.
 MM0383
 MM0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0383
 MM0383. The following values were computed from the NAD 83(1995) position.
 MM0383
 MM0383;                    North         East     Units Scale Factor Converg.
 MM0383;SPC NE       -   175,565.333   475,661.638   MT  0.99965987   -0 11 34.7
 MM0383;SPC NE       -   576,000.60  1,560,566.56   sFT  0.99965987   -0 11 34.7
 MM0383;UTM  14      - 4,585,551.483   392,089.149   MT  0.99974331   -0 51 15.2
 MM0383
 MM0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0383!SPC NE       -   0.99985754  x   0.99965987  =   0.99951746
 MM0383!UTM  14      -   0.99985754  x   0.99974331  =   0.99960089
 MM0383
 MM0383:                Primary Azimuth Mark                     Grid Az
 MM0383:SPC NE       -  BECKWITH RM 1 AZIMUTH                    091 47 27.8
 MM0383:UTM  14      -  BECKWITH RM 1 AZIMUTH                    092 27 08.3
 MM0383
 MM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9208985551(NAD 83)
 MM0383
 MM0383|---------------------------------------------------------------------|
 MM0383| PID    Reference Object                     Distance      Geod. Az  |
 MM0383|                                                           dddmmss.s |
 MM0383| CN7842 BECKWITH RM 1 AZIMUTH                              0913553.1 |
 MM0383| MM0373 TALLINE CHURCH BELFRY               APPROX.21.0 KM 1511213.2 |
 MM0383| CN7843 BECKWITH RM 2                        26.673 METERS 15238     |
 MM0383| CN7844 BECKWITH RM 3                        17.992 METERS 24655     |
 MM0383|---------------------------------------------------------------------|
 MM0383
 MM0383                          SUPERSEDED SURVEY CONTROL
 MM0383
 MM0383  NAD 83(1986)-  41 24 51.39317(N)    100 17 28.35180(W) AD(       ) 1
 MM0383  NAD 27      -  41 24 51.39100(N)    100 17 26.86800(W) AD(       ) 1
 MM0383
 MM0383.Superseded values are not recommended for survey control.
 MM0383
 MM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0383.See file dsdata.pdf to determine how the superseded data were derived.
 MM0383
 MM0383_MARKER: DS = TRIANGULATION STATION DISK
 MM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0383_STAMPING: BECKWITH 1933
 MM0383_MARK LOGO: CGS
 MM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0383+STABILITY: SURFACE MOTION
 MM0383
 MM0383  HISTORY     - Date     Condition        Report By
 MM0383  HISTORY     - 1933     MONUMENTED       CGS
 MM0383  HISTORY     - 1934     GOOD             CGS
 MM0383
 MM0383                          STATION DESCRIPTION
 MM0383
 MM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0383'ABOUT 5 MILES WEST OF ARNOLD, IN SOUTHEAST QUARTER OF SEC. 27,
 MM0383'T. 17 N., R. 26 W., IN PASTURE OWNED BY W.J. BECKWITH.  REACHED
 MM0383'FROM ARNOLD BY STATE HIGHWAY 16 WEST 5.0 MILES TO A WIRE GATE
 MM0383'ON SOUTH SIDE OF ROAD, JUST WEST OF SMALL CULVERT.  THIS GATE
 MM0383'IS 0.2 MILE WEST OF YELLOW SCHOOL NORTH OF ROAD, AND 0.1 MILE
 MM0383'EAST OF BECKWITHS SOD HOUSE ON SOUTH SIDE OF ROAD.  ENTER GATE
 MM0383'AND FOLLOW STEEP FARM ROAD SOUTH 0.5 MILE TO FENCE, PASS
 MM0383'THROUGH GATE, TURN WEST ALONG FENCE AND FOLLOW 0.2 MILE TO
 MM0383'FENCE CORNER, LET DOWN FENCE, ENTER FIELD TO WEST AND
 MM0383'BEAR NORTHWEST 150 YARDS TO EAST AND WEST FENCE NORTH OF
 MM0383'FIELD.  LET DOWN THIS FENCE AND DRIVE 100 YARDS NORTH
 MM0383'ACROSS PASTURE TO STATION.
 MM0383'
 MM0383'STATION IS ON POINT OF RIDGE AT EDGE OF BREAKS OF SOUTH
 MM0383'LOUP RIVER, OVERLOOKING STATE HIGHWAY 16, APPROXIMATELY 100 YARDS
 MM0383'NORTH OF WIRE FENCE, AND IS 4 INCHES ABOVE GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN NORTHWEST
 MM0383'CORNER OF FIELD AND IS 4 INCHES ABOVE GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 2 IS SOUTH OF STATION, AND IS 4 INCHES ABOVE
 MM0383'GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 3 IS WEST OF STATION, AND IS 4 INCHES ABOVE
 MM0383'GROUND.
 MM0383'
 MM0383'HEIGHT OF SIGNAL ABOVE STATION MARK - 1,095 METERS.
 MM0383
 MM0383                          STATION RECOVERY (1934)
 MM0383
 MM0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0383'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS LOCATED IN
 MM0383'SOUTHEAST QUARTER OF SEC. 27, T. 17 N., R. 26 W., ABOUT 5.0
 MM0383'MILES WEST OF ARNOLD, ON LAND OWNED BY MR. W.J. BECKWITH.  IT IS
 MM0383'ON A HIGH PROMONTORY OVERLOOKING STATE HIGHWAY 16, ABOUT 0.1
 MM0383'MILE NORTH OF FENCE SEPARATING CULTIVATED FIELD FROM PASTURE ON
 MM0383'EDGE OF HILL.
 MM0383'
 MM0383'TO REACH FROM CUSTER HOTEL IN ARNOLD, GO WEST ON STATE HIGHWAY
 MM0383'16 FOR 5.0 MILES TO FIRST OF TWO SMALL BRIDGES.  TURN LEFT
 MM0383'(SOUTH) THROUGH GATE AND GO 0.4 MILE UP STEEP TRAIL TO GATE IN
 MM0383'FENCE AT TOP OF HILL.  STATION IS 0.2 MILE WEST OF THIS POINT,
 MM0383'BETWEEN FENCE AND EDGE OF A CLIFF.  A TRUCK MAY BE DRIVEN TO
 MM0383'STATION BY LOWERING TWO FENCES.
 MM0383'
 MM0383'REFERENCE MARK NO. 1 IS 0.4 MILE EAST OF STATION, NEAR EDGE
 MM0383'OF CLIFF, 1 FOOT NORTH OF FENCE LINE, 52 FEET WEST OF FENCE
 MM0383'CORNER (NORTHEAST CORNER OF FIELD), AND PROJECTS 4 INCHES.
 MM0383'TO REACH FROM STATION, GO EAST 0.4 MILE ALONG EDGE OF CLIFF TO
 MM0383'MARK.
 MM0383'
 MM0383'REFERENCE MARK NO. 2 IS 87.51 FEET SOUTHEAST OF STATION, AND
 MM0383'PROJECTS 2 INCHES ABOVE GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 3 IS 59.03 FEET SOUTHWEST BY WEST OF STATION,
 MM0383'AND PROJECTS 2 INCHES ABOVE GROUND.
 MM0383'
 MM0383'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 MM0383'IN SQUARE CONCRETE POSTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1874 ***********************************************************************
 MK1874  DESIGNATION -  BEE
 MK1874  PID         -  MK1874
 MK1874  STATE/COUNTY-  NE/SEWARD
 MK1874  COUNTRY     -  US
 MK1874  USGS QUAD   -  DWIGHT (2017)
 MK1874
 MK1874                         *CURRENT SURVEY CONTROL
 MK1874  ______________________________________________________________________
 MK1874* NAD 83(1995) POSITION- 41 00 13.41240(N) 097 06 03.78167(W)   ADJUSTED
 MK1874* NAVD 88 ORTHO HEIGHT -   475.    (meters)     1558.    (feet) SCALED
 MK1874  ______________________________________________________________________
 MK1874  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 MK1874  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 MK1874  HORZ ORDER      -  SECOND
 MK1874
 MK1874.The horizontal coordinates were established by classical geodetic methods
 MK1874.and adjusted by the National Geodetic Survey in August 1997.
 MK1874
 MK1874.The orthometric height was scaled from a topographic map.
 MK1874
 MK1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1874.GEOID18 height accuracy estimate available here.
 MK1874
 MK1874.Click photographs - Photos may exist for this station.
 MK1874
 MK1874.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1874
 MK1874. The following values were computed from the NAD 83(1995) position.
 MK1874
 MK1874;                    North         East     Units Scale Factor Converg.
 MK1874;SPC NE       -   134,031.726   743,770.278   MT  0.99969674   +1 55 16.0
 MK1874;SPC NE       -   439,735.75  2,440,186.32   sFT  0.99969674   +1 55 16.0
 MK1874;UTM  14      - 4,540,907.351   659,699.695   MT  0.99991390   +1 14 46.2
 MK1874
 MK1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1874!SPC NE       -   0.99992965  x   0.99969674  =   0.99962641
 MK1874!UTM  14      -   0.99992965  x   0.99991390  =   0.99984356
 MK1874
 MK1874:                Primary Azimuth Mark                     Grid Az
 MK1874:SPC NE       -  GARLAND MUNICIPAL TANK                   121 08 24.2
 MK1874:UTM  14      -  GARLAND MUNICIPAL TANK                   121 48 54.0
 MK1874
 MK1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5969940907(NAD 83)
 MK1874
 MK1874|---------------------------------------------------------------------|
 MK1874| PID    Reference Object                     Distance      Geod. Az  |
 MK1874|                                                           dddmmss.s |
 MK1874| LG1186 GARLAND MUNICIPAL TANK              APPROX.11.9 KM 1230340.2 |
 MK1874| MK1877 KEE 15                               69.545 METERS 17621     |
 MK1874| CN7845 BEE RM 1                             43.670 METERS 25148     |
 MK1874|---------------------------------------------------------------------|
 MK1874
 MK1874                          SUPERSEDED SURVEY CONTROL
 MK1874
 MK1874  NAD 83(1986)-  41 00 13.42160(N)    097 06 03.78096(W) AD(       ) 2
 MK1874  NAD 27      -  41 00 13.38068(N)    097 06 02.64492(W) AD(       ) 2
 MK1874
 MK1874.Superseded values are not recommended for survey control.
 MK1874
 MK1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1874.See file dsdata.pdf to determine how the superseded data were derived.
 MK1874
 MK1874_MARKER: DD = SURVEY DISK
 MK1874_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1874+WITH SETTING: INFORMATION.
 MK1874_STAMPING: BEE 1967
 MK1874_MARK LOGO: USGS
 MK1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1874
 MK1874  HISTORY     - Date     Condition        Report By
 MK1874  HISTORY     - 1967     MONUMENTED       USGS
 MK1874
 MK1874                          STATION DESCRIPTION
 MK1874
 MK1874'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1874'THE STATION IS LOCATED APPROX. 6.5 MI N. OF SEWARD, T. 12 N., R.
 MK1874'3 E., NEAR THE COR. SECS. 16, 17, 20 AND 21, 253 FT N., 69 FT
 MK1874'E. OF CENTER CROSSROADS, 69 FT E. CENTER HWY. 15, 3 FT W. OF
 MK1874'FENCE, 3 FT W. USGS WITNESS POST.
 MK1874'
 MK1874'TO REACH THE STATION FROM THE NW. COR. OF THE SQUARE IN SEWARD,
 MK1874'GO N. AND W. ON STATE HWY. 15 FOR 6.7 MI TO STATION ON RIGHT
 MK1874'(E.) SIDE OF RD.
 MK1874'
 MK1874'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED
 MK1874'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12 IN.
 MK1874'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK1874'
 MK1874'THE STATION MARK IS STAMPED ET BEE 1967.
 MK1874'
 MK1874'REFERENCE MARK NO. 1 IS W. OF THE STATION, 209 FT N., 68 FT W.
 MK1874'OF CENTER OF CROSSROADS, 3 FT E. OF POLE, STAMPED BEE NO 1 1967.
 MK1874'
 MK1874'REFERENCE MARK NO. 2 IS NOT SET, BM 15 KEE USED.
 MK1874'
 MK1874'A TRAVERSE TIE WAS MADE TO BM 15 KEE
 MK1874'
 MK1874'AZIMUTH MARK MWT IN GARLAND (USC AND GS POSITION)
 MK1874'
 MK1874'B.M. 15 KEE IS 26 FEET N, 83 FEET E AND 0.9 FOOT LOWER THAN
 MK1874'CENTER OF HWY 15 AT GRAVEL ROAD CROSSING, IN CENTER OF N HEADWALL
 MK1874'OF CONCRETE BOX CULVERT, STAMPED 15 KEE 1963.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0468 ***********************************************************************
 MM0468  DESIGNATION -  BEEKEN
 MM0468  PID         -  MM0468
 MM0468  STATE/COUNTY-  NE/ARTHUR
 MM0468  COUNTRY     -  US
 MM0468  USGS QUAD   -  PACKARD RANCH (2017)
 MM0468
 MM0468                         *CURRENT SURVEY CONTROL
 MM0468  ______________________________________________________________________
 MM0468* NAD 83(1995) POSITION- 41 29 30.18332(N) 101 43 55.90965(W)   ADJUSTED
 MM0468* NAVD 88 ORTHO HEIGHT -  1097.    (meters)     3599.    (feet) SCALED
 MM0468  ______________________________________________________________________
 MM0468  GEOID HEIGHT    -        -20.404 (meters)                     GEOID18
 MM0468  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 MM0468  HORZ ORDER      -  THIRD
 MM0468
 MM0468.The horizontal coordinates were established by classical geodetic methods
 MM0468.and adjusted by the National Geodetic Survey in August 1997.
 MM0468
 MM0468.The orthometric height was scaled from a topographic map.
 MM0468
 MM0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0468.GEOID18 height accuracy estimate available here.
 MM0468
 MM0468.Click photographs - Photos may exist for this station.
 MM0468
 MM0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0468
 MM0468. The following values were computed from the NAD 83(1995) position.
 MM0468
 MM0468;                    North         East     Units Scale Factor Converg.
 MM0468;SPC NE       -   185,570.988   355,408.804   MT  0.99965863   -1 08 52.5
 MM0468;SPC NE       -   608,827.48  1,166,037.05   sFT  0.99965863   -1 08 52.5
 MM0468;UTM  14      - 4,596,948.921   271,923.492   MT  1.00024021   -1 48 39.2
 MM0468
 MM0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0468!SPC NE       -   0.99983109  x   0.99965863  =   0.99948978
 MM0468!UTM  14      -   0.99983109  x   1.00024021  =   1.00007126
 MM0468
 MM0468:                Primary Azimuth Mark                     Grid Az
 MM0468:SPC NE       -  BEEKEN AZ MK                             110 45 50.8
 MM0468:UTM  14      -  BEEKEN AZ MK                             111 25 37.5
 MM0468
 MM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7192396948(NAD 83)
 MM0468
 MM0468|---------------------------------------------------------------------|
 MM0468| PID    Reference Object                     Distance      Geod. Az  |
 MM0468|                                                           dddmmss.s |
 MM0468| CP7407 BEEKEN AZ MK                                       1093658.3 |
 MM0468| CP7408 BEEKEN RM 1                          12.162 METERS 12455     |
 MM0468| CP7409 BEEKEN RM 2                          12.984 METERS 24220     |
 MM0468|---------------------------------------------------------------------|
 MM0468
 MM0468                          SUPERSEDED SURVEY CONTROL
 MM0468
 MM0468  NAD 83(1986)-  41 29 30.18428(N)    101 43 55.91411(W) AD(       ) 3
 MM0468  NAD 27      -  41 29 30.24100(N)    101 43 54.27400(W) AD(       ) 3
 MM0468
 MM0468.Superseded values are not recommended for survey control.
 MM0468
 MM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0468.See file dsdata.pdf to determine how the superseded data were derived.
 MM0468
 MM0468_MARKER: DS = TRIANGULATION STATION DISK
 MM0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0468_STAMPING: BEEKEN 1946
 MM0468_MARK LOGO: CGS
 MM0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0468+STABILITY: SURFACE MOTION
 MM0468
 MM0468  HISTORY     - Date     Condition        Report By
 MM0468  HISTORY     - 1946     MONUMENTED       CGS
 MM0468
 MM0468                          STATION DESCRIPTION
 MM0468
 MM0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0468'LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF ARTHUR, 0.75 MILE
 MM0468'WEST OF STATE HIGHWAY NO. 61 AND 6.5 FEET EAST-SOUTHEAST OF
 MM0468'A WHITE REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT
 MM0468'SAND HILL.  IT IS STAMPED BEEKEN 1946 AND PROJECTS 5 INCHES.
 MM0468'
 MM0468'REFERENCE MARK NO. 1 IS ABOUT FOUR FEET LOWER THAN THE STATION.
 MM0468'IT IS STAMPED BEEKEN NO 1 1946 AND PROJECTS 3 INCHES.
 MM0468'
 MM0468'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MM0468'IT IS STAMPED BEEKEN NO 2 1946 AND PROJECTS 3 INCHES.
 MM0468'
 MM0468'THE AZIMUTH MARK IS IN A NORTH-SOUTH FENCE LINE, 40 FEET
 MM0468'EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 61 AND 4 FEET
 MM0468'NORTH OF A REFERENCE POST.  IT IS STAMPED BEEKEN 1946 AND
 MM0468'PROJECTS 4 INCHES.
 MM0468'
 MM0468'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO
 MM0468'SOUTH ON STATE HIGHWAY NO. 61 FOR 5.65 MILES TO A SMALL
 MM0468'FARM HOME ON THE LEFT.  CONTINUE SOUTH FOR 1.35 MILES TO THE
 MM0468'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.5 MILE TO
 MM0468'A REVERSE Y INTERSECTION.  THEN SHARP RIGHT, NORTH, FOR
 MM0468'0.5 MILE TO A WIRE GATE ON THE LEFT.  THEN LEFT, THROUGH GATE
 MM0468'(NORTHWESTERLY) ON A VERY DIM TRACK ROAD FOR 0.2 MILE.  LEAVE
 MM0468'THE ROAD, TURN LEFT, (SOUTHWEST) FOR 0.4 MILE TO THE HIGHEST
 MM0468'POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1762 ***********************************************************************
 NM1762  DESIGNATION -  BELDEN MUNICIPAL STANDPIPE
 NM1762  PID         -  NM1762
 NM1762  STATE/COUNTY-  NE/CEDAR
 NM1762  COUNTRY     -  US
 NM1762  USGS QUAD   -  BELDEN (2017)
 NM1762
 NM1762                         *CURRENT SURVEY CONTROL
 NM1762  ______________________________________________________________________
 NM1762* NAD 83(1995) POSITION- 42 24 37.42158(N) 097 12 37.35038(W)   ADJUSTED
 NM1762  ______________________________________________________________________
 NM1762  GEOID HEIGHT    -        -25.236 (meters)                     GEOID18
 NM1762  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 NM1762  HORZ ORDER      -  THIRD
 NM1762
 NM1762.The horizontal coordinates were established by classical geodetic methods
 NM1762.and adjusted by the National Geodetic Survey in August 1997.
 NM1762
 NM1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1762.GEOID18 height accuracy estimate available here.
 NM1762
 NM1762.Click photographs - Photos may exist for this station.
 NM1762
 NM1762.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1762
 NM1762. The following values were computed from the NAD 83(1995) position.
 NM1762
 NM1762;                    North         East     Units Scale Factor Converg.
 NM1762;SPC NE       -   289,834.925   729,541.940   MT  0.99978330   +1 50 55.2
 NM1762;SPC NE       -   950,900.08  2,393,505.51   sFT  0.99978330   +1 50 55.2
 NM1762;UTM  14      - 4,696,894.867   647,258.537   MT  0.99986681   +1 12 25.9
 NM1762
 NM1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4725896894(NAD 83)
 NM1762
 NM1762                          SUPERSEDED SURVEY CONTROL
 NM1762
 NM1762  NAD 83(1986)-  42 24 37.43085(N)    097 12 37.34496(W) AD(       ) 3
 NM1762  NAD 27      -  42 24 37.43000(N)    097 12 36.15000(W) AD(       ) 3
 NM1762
 NM1762.Superseded values are not recommended for survey control.
 NM1762
 NM1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1762.See file dsdata.pdf to determine how the superseded data were derived.
 NM1762
 NM1762_MARKER: 52 = STANDPIPE TANK
 NM1762
 NM1762  HISTORY     - Date     Condition        Report By
 NM1762  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1762
 NM1762                          STATION DESCRIPTION
 NM1762
 NM1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1762'STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE VILLAGE
 NM1762'OF BELDEN, NEBRASKA, IN A SMALL PUBLIC PARK.
 NM1762'
 NM1762'THE STRUCTURE IS PAINTED SILVER AND IS ABOUT 60 FEET HIGH.
 NM1762'THE BASE IS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1265 ***********************************************************************
 LH1265  DESIGNATION -  BELFRY AND SPIRE
 LH1265  PID         -  LH1265
 LH1265  STATE/COUNTY-  NE/KEARNEY
 LH1265  COUNTRY     -  US
 LH1265  USGS QUAD   -  KENESAW (2017)
 LH1265
 LH1265                         *CURRENT SURVEY CONTROL
 LH1265  ______________________________________________________________________
 LH1265* NAD 83(1995) POSITION- 40 32 12.45616(N) 098 44 34.19495(W)   ADJUSTED
 LH1265  ______________________________________________________________________
 LH1265  GEOID HEIGHT    -        -25.087 (meters)                     GEOID18
 LH1265  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 LH1265  HORZ ORDER      -  THIRD
 LH1265
 LH1265.The horizontal coordinates were established by classical geodetic methods
 LH1265.and adjusted by the National Geodetic Survey in August 1997.
 LH1265
 LH1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1265.GEOID18 height accuracy estimate available here.
 LH1265
 LH1265.Click photographs - Photos may exist for this station.
 LH1265
 LH1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1265
 LH1265. The following values were computed from the NAD 83(1995) position.
 LH1265
 LH1265;                    North         East     Units Scale Factor Converg.
 LH1265;SPC NE       -    78,879.469   606,484.065   MT  0.99980035   +0 49 59.2
 LH1265;SPC NE       -   258,790.39  1,989,773.14   sFT  0.99980035   +0 49 59.2
 LH1265;UTM  14      - 4,487,370.571   521,778.944   MT  0.99960584   +0 10 01.7
 LH1265
 LH1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2177887370(NAD 83)
 LH1265
 LH1265                          SUPERSEDED SURVEY CONTROL
 LH1265
 LH1265  NAD 83(1986)-  40 32 12.46272(N)    098 44 34.19492(W) AD(       ) 3
 LH1265  NAD 27      -  40 32 12.41000(N)    098 44 32.93300(W) AD(       ) 3
 LH1265  USSD        -  40 32 12.45800(N)    098 44 32.93600(W) AD(       ) 3
 LH1265
 LH1265.Superseded values are not recommended for survey control.
 LH1265
 LH1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1265.See file dsdata.pdf to determine how the superseded data were derived.
 LH1265
 LH1265_MARKER: 89 = SPIRE
 LH1265
 LH1265  HISTORY     - Date     Condition        Report By
 LH1265  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1265
 LH1265                          STATION DESCRIPTION
 LH1265
 LH1265'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4115 ***********************************************************************
 AB4115  CBN         -  This is a Cooperative Base Network Control Station.
 AB4115  DESIGNATION -  BELMAR
 AB4115  PID         -  AB4115
 AB4115  STATE/COUNTY-  NE/KEITH
 AB4115  COUNTRY     -  US
 AB4115  USGS QUAD   -  RUTHTON (2017)
 AB4115
 AB4115                         *CURRENT SURVEY CONTROL
 AB4115  ______________________________________________________________________
 AB4115* NAD 83(2011) POSITION- 41 19 19.05547(N) 102 01 28.22807(W)   ADJUSTED
 AB4115* NAD 83(2011) ELLIP HT-  1030.549 (meters)        (06/27/12)   ADJUSTED
 AB4115* NAD 83(2011) EPOCH   -  2010.00
 AB4115* NAVD 88 ORTHO HEIGHT -  1051.1   (meters)     3448.    (feet) GPS OBS
 AB4115  ______________________________________________________________________
 AB4115  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4115  GEOID HEIGHT    -        -20.136 (meters)                     GEOID93
 AB4115  GEOID HEIGHT    -        -20.466 (meters)                     GEOID18
 AB4115  NAD 83(2011) X  -   -999,532.511 (meters)                     COMP
 AB4115  NAD 83(2011) Y  - -4,692,560.054 (meters)                     COMP
 AB4115  NAD 83(2011) Z  -  4,190,022.933 (meters)                     COMP
 AB4115  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 AB4115
 AB4115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4115  Standards:
 AB4115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4115  -------------------------------------------------------------------
 AB4115  NETWORK    0.45   1.18           0.21   0.14   0.60      0.00698762
 AB4115  -------------------------------------------------------------------
 AB4115  Click here for local accuracies and other accuracy information.
 AB4115
 AB4115.The horizontal coordinates were established by GPS observations
 AB4115.and adjusted by the National Geodetic Survey in June 2012.
 AB4115
 AB4115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4115.been affixed to the stable North American tectonic plate. See 
 AB4115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4115
 AB4115.The horizontal coordinates are valid at the epoch date displayed above
 AB4115.which is a decimal equivalence of Year/Month/Day.
 AB4115
 AB4115.The orthometric height was determined by GPS observations and a
 AB4115.high-resolution geoid model.
 AB4115
 AB4115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4115.GEOID18 height accuracy estimate available here.
 AB4115
 AB4115.Click photographs - Photos may exist for this station.
 AB4115
 AB4115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4115
 AB4115.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4115
 AB4115.The ellipsoidal height was determined by GPS observations
 AB4115.and is referenced to NAD 83.
 AB4115
 AB4115. The following values were computed from the NAD 83(2011) position.
 AB4115
 AB4115;                    North         East     Units Scale Factor Converg.
 AB4115;SPC NE       -   167,259.054   330,571.692   MT  0.99966372   -1 20 29.9
 AB4115;SPC NE       -   548,749.08  1,084,550.63   sFT  0.99966372   -1 20 29.9
 AB4115;UTM  13      - 4,578,770.478   749,036.315   MT  1.00036333   +1 57 56.5
 AB4115;UTM  14      - 4,578,912.456   246,860.794   MT  1.00038869   -1 59 53.2
 AB4115
 AB4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4115!SPC NE       -   0.99983838  x   0.99966372  =   0.99950215
 AB4115!UTM  13      -   0.99983838  x   1.00036333  =   1.00020165
 AB4115!UTM  14      -   0.99983838  x   1.00038869  =   1.00022701
 AB4115
 AB4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4903678770(NAD 83)
 AB4115
 AB4115                          SUPERSEDED SURVEY CONTROL
 AB4115
 AB4115  NAD 83(2007)-  41 19 19.05535(N)    102 01 28.22884(W) AD(2002.00) 0
 AB4115  ELLIP H (02/10/07) 1030.575  (m)                       GP(2002.00)    
 AB4115  ELLIP H (09/24/01) 1030.566  (m)                       GP(       ) 4 1
 AB4115  NAD 83(1995)-  41 19 19.05487(N)    102 01 28.22870(W) AD(       ) B
 AB4115  ELLIP H (06/25/96) 1030.605  (m)                       GP(       ) 1 1
 AB4115
 AB4115.Superseded values are not recommended for survey control.
 AB4115
 AB4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4115.See file dsdata.pdf to determine how the superseded data were derived.
 AB4115
 AB4115_MARKER: F = FLANGE-ENCASED ROD
 AB4115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4115_STAMPING: BELMAR 1995
 AB4115_MARK LOGO: NGS
 AB4115_PROJECTION: FLUSH
 AB4115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4115+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 AB4115_ROD/PIPE-DEPTH: 8.04 meters
 AB4115_SLEEVE-DEPTH  : 1 meters
 AB4115
 AB4115  HISTORY     - Date     Condition        Report By
 AB4115  HISTORY     - 1995     MONUMENTED       NGS
 AB4115  HISTORY     - 20170830 GOOD             NEGS
 AB4115  HISTORY     - 20171211 GOOD             NEGS
 AB4115  HISTORY     - 20190604 GOOD             NEGS
 AB4115
 AB4115                          STATION DESCRIPTION
 AB4115
 AB4115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4115'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) WEST-NORTHWEST OF LEMOYNE,
 AB4115'6.5 MI (10.5 KM) EAST OF LEWELLEN, 2.0 MI (3.2 KM) NORTH OF THE WEST
 AB4115'END OF LAKE MCCONAUGHY, ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 92
 AB4115'AND NEAR THE NORTH 1/4 CORNER, SEC33, T16N, R41W.  TO REACH THE MARK
 AB4115'FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 92 AT THE EAST
 AB4115'EDGE OF LEWELLEN, GO EAST ON HIGHWAY 92 FOR 5.3 MI (8.5 KM) TO THE
 AB4115'MARK ON THE RIGHT, AT THE WEST END OF A CURVE TO THE RIGHT, OPPOSITE A
 AB4115'FENCE CORNER ON THE LEFT.  THE MARK IS A STAINLESS STEEL ROD, WITH A 1
 AB4115'METER (3.3 FT) SLEEVE, THAT IS SET WITHIN A 5-INCH PVC PIPE WITH A
 AB4115'LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 79.2 FT (24.1 M) SOUTH
 AB4115'OF THE CENTERLINE OF THE HIGHWAY, 9.0 FT (2.7 M) EAST OF A WOODEN
 AB4115'FENCE POST, 6.7 FT (2.0 M) WEST-NORTHWEST OF A WOODEN FENCE POST, 2.0
 AB4115'FT (0.6 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND A WITNESS POST,
 AB4115'AND ABOUT 12 FT (3.7 M) HIGHER THAN THE HIGHWAY.
 AB4115
 AB4115                          STATION RECOVERY (2017)
 AB4115
 AB4115'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 AB4115'FOUND GOOD
 AB4115
 AB4115                          STATION RECOVERY (2017)
 AB4115
 AB4115'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 AB4115'RECOVERED IN GOOD CONDITION.
 AB4115
 AB4115                          STATION RECOVERY (2019)
 AB4115
 AB4115'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 AB4115'THE STATION IS LOCATED 79.2 FT (24.1 M) SOUTH OF NEBRASKA HIGHWAY 92
 AB4115'AT MILE POST 120.12.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0691 ***********************************************************************
 NN0691  DESIGNATION -  BELT
 NN0691  PID         -  NN0691
 NN0691  STATE/COUNTY-  NE/HOLT
 NN0691  COUNTRY     -  US
 NN0691  USGS QUAD   -  EMMET NW (2017)
 NN0691
 NN0691                         *CURRENT SURVEY CONTROL
 NN0691  ______________________________________________________________________
 NN0691* NAD 83(1995) POSITION- 42 29 36.45630(N) 098 53 58.90207(W)   ADJUSTED
 NN0691* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 NN0691  ______________________________________________________________________
 NN0691  GEOID HEIGHT    -        -24.170 (meters)                     GEOID18
 NN0691  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 NN0691  HORZ ORDER      -  THIRD
 NN0691
 NN0691.The horizontal coordinates were established by classical geodetic methods
 NN0691.and adjusted by the National Geodetic Survey in August 1997.
 NN0691
 NN0691.The orthometric height was scaled from a topographic map.
 NN0691
 NN0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0691.GEOID18 height accuracy estimate available here.
 NN0691
 NN0691.Click photographs - Photos may exist for this station.
 NN0691
 NN0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0691
 NN0691. The following values were computed from the NAD 83(1995) position.
 NN0691
 NN0691;                    North         East     Units Scale Factor Converg.
 NN0691;SPC NE       -   295,932.081   590,433.537   MT  0.99980732   +0 43 45.0
 NN0691;SPC NE       -   970,903.84  1,937,114.03   sFT  0.99980732   +0 43 45.0
 NN0691;UTM  14      - 4,704,571.771   508,242.531   MT  0.99960084   +0 04 03.9
 NN0691
 NN0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0691!SPC NE       -   0.99990402  x   0.99980732  =   0.99971136
 NN0691!UTM  14      -   0.99990402  x   0.99960084  =   0.99950490
 NN0691
 NN0691:                Primary Azimuth Mark                     Grid Az
 NN0691:SPC NE       -  BELT AZ MK                               229 46 08.2
 NN0691:UTM  14      -  BELT AZ MK                               230 25 49.3
 NN0691
 NN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0824204571(NAD 83)
 NN0691
 NN0691|---------------------------------------------------------------------|
 NN0691| PID    Reference Object                     Distance      Geod. Az  |
 NN0691|                                                           dddmmss.s |
 NN0691| CO2221 BELT RM 1                            19.417 METERS 18249     |
 NN0691| CO2220 BELT AZ MK                                         2302953.2 |
 NN0691| CO2222 BELT RM 2                            19.076 METERS 26639     |
 NN0691|---------------------------------------------------------------------|
 NN0691
 NN0691                          SUPERSEDED SURVEY CONTROL
 NN0691
 NN0691  NAD 83(1986)-  42 29 36.46230(N)    098 53 58.90936(W) AD(       ) 3
 NN0691  NAD 27      -  42 29 36.44900(N)    098 53 57.55800(W) AD(       ) 3
 NN0691
 NN0691.Superseded values are not recommended for survey control.
 NN0691
 NN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0691.See file dsdata.pdf to determine how the superseded data were derived.
 NN0691
 NN0691_MARKER: DS = TRIANGULATION STATION DISK
 NN0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0691
 NN0691  HISTORY     - Date     Condition        Report By
 NN0691  HISTORY     - 1949     MONUMENTED       CGS
 NN0691
 NN0691                          STATION DESCRIPTION
 NN0691
 NN0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0691'THE STATION IS LOCATED ABOUT 4.0 MILES EAST AND 3.0 MILES
 NN0691'SOUTH OF ATKINSON, 5.0 MILES WEST AND 1-1/2 MILES NORTH OF
 NN0691'EMMET AND 0.25 MILE NORTH OF U.S. HIGHWAY 20, ON THE NORTH
 NN0691'SIDE OF EAST-WEST SECTION LINE ROAD.  IT IS 25-1/2 FEET NORTH
 NN0691'OF THE CENTER OF EAST-WEST ROAD AND 63.7 FEET NORTH OF POWER
 NN0691'LINE POLE NO 4.  IT IS STAMPED BELT 1949 AND PROJECTS 2 INCHES.
 NN0691'
 NN0691'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 32 FEET SOUTH
 NN0691'OF THE CENTER OF EAST-WEST ROAD AND 6 INCHES WEST OF POWER
 NN0691'LINE POLE NO 4.  IT IS STAMPED BELT NO 1 1949 AND PROJECTS
 NN0691'2 INCHES.
 NN0691'
 NN0691'REFERENCE MARK NO 2 IS WEST OF THE STATION, 25 FEET NORTH OF
 NN0691'THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED BELT NO 2 1949
 NN0691'AND PROJECTS 3 INCHES.
 NN0691'
 NN0691'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NN0691'80 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO 20, 10 FEET
 NN0691'EAST OF THE CENTER OF DRIVEWAY ACROSS RAILROAD TRACK, 8 FEET
 NN0691'NORTH OF NORTH RAIL OF RAILROAD TRACK AND 4 FEET WEST OF
 NN0691'WITNESS POST.  IT IS STAMPED BELT 1949 AND PROJECTS 2 INCHES.
 NN0691'
 NN0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0691'STATE ROUTE NO 11 JUST SOUTH OF THE FORD GARAGE IN THE SOUTHEAST
 NN0691'EDGE OF ATKINSON, GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 4.0
 NN0691'MILES TO SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON U.S.
 NN0691'HIGHWAY NO 20 FOR 0.2 MILE TO DRIVEWAY ACROSS RAILROAD TRACKS
 NN0691'AND AZIMUTH MARK AS DESCRIBED, BEAR LEFT ON TRACK ROAD AND GO
 NN0691'EAST FOR 0.35 MILE TO THE STATION ON THE NORTH SIDE AS
 NN0691'DESCRIBED.
 NN0691'
 NN0691'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 37 FEET
 NN0691'
 NN0691'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET
 NN0691'
 NN0691'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0851 ***********************************************************************
 LG0851  DESIGNATION -  BELVIDERE
 LG0851  PID         -  LG0851
 LG0851  STATE/COUNTY-  NE/THAYER
 LG0851  COUNTRY     -  US
 LG0851  USGS QUAD   -  BRUNING (2017)
 LG0851
 LG0851                         *CURRENT SURVEY CONTROL
 LG0851  ______________________________________________________________________
 LG0851* NAD 83(1995) POSITION- 40 16 41.52299(N) 097 34 01.24867(W)   ADJUSTED
 LG0851* NAVD 88 ORTHO HEIGHT -   484.    (meters)     1588.    (feet) SCALED
 LG0851  ______________________________________________________________________
 LG0851  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 LG0851  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 LG0851  HORZ ORDER      -  THIRD
 LG0851
 LG0851.The horizontal coordinates were established by classical geodetic methods
 LG0851.and adjusted by the National Geodetic Survey in August 1997.
 LG0851
 LG0851.The orthometric height was scaled from a topographic map.
 LG0851
 LG0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0851.GEOID18 height accuracy estimate available here.
 LG0851
 LG0851.Click photographs - Photos may exist for this station.
 LG0851
 LG0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0851
 LG0851. The following values were computed from the NAD 83(1995) position.
 LG0851
 LG0851;                    North         East     Units Scale Factor Converg.
 LG0851;SPC NE       -    52,305.919   706,865.567   MT  0.99988581   +1 36 44.4
 LG0851;SPC NE       -   171,607.00  2,319,108.11   sFT  0.99988581   +1 36 44.4
 LG0851;UTM  14      - 4,459,620.538   621,823.563   MT  0.99978269   +0 55 35.5
 LG0851
 LG0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0851!SPC NE       -   0.99992826  x   0.99988581  =   0.99981408
 LG0851!UTM  14      -   0.99992826  x   0.99978269  =   0.99971097
 LG0851
 LG0851:                Primary Azimuth Mark                     Grid Az
 LG0851:SPC NE       -  BELVIDERE AZ MK                          266 19 50.5
 LG0851:UTM  14      -  BELVIDERE AZ MK                          267 00 59.4
 LG0851
 LG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2182359620(NAD 83)
 LG0851
 LG0851|---------------------------------------------------------------------|
 LG0851| PID    Reference Object                     Distance      Geod. Az  |
 LG0851|                                                           dddmmss.s |
 LG0851| LG0852 BRUNING MUNICIPAL TANK              APPROX. 6.3 KM 0004127.3 |
 LG0851| CN7877 BELVIDERE RM 2                                     12258     |
 LG0851| LG0854 BELVIDERE MUNICIPAL TANK            APPROX. 2.7 KM 1630216.0 |
 LG0851| CN7875 BELVIDERE AZ MK                                    2675634.9 |
 LG0851| CN7876 BELVIDERE RM 1                       12.933 METERS 35801     |
 LG0851|---------------------------------------------------------------------|
 LG0851
 LG0851                          SUPERSEDED SURVEY CONTROL
 LG0851
 LG0851  NAD 83(1986)-  40 16 41.52908(N)    097 34 01.24982(W) AD(       ) 3
 LG0851  NAD 27      -  40 16 41.52500(N)    097 34 00.10800(W) AD(       ) 3
 LG0851
 LG0851.Superseded values are not recommended for survey control.
 LG0851
 LG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0851.See file dsdata.pdf to determine how the superseded data were derived.
 LG0851
 LG0851_MARKER: DS = TRIANGULATION STATION DISK
 LG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0851_STAMPING: BELVIDERE 1950
 LG0851_MARK LOGO: CGS
 LG0851_PROJECTION: FLUSH
 LG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0851+STABILITY: SURFACE MOTION
 LG0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0851+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2011
 LG0851
 LG0851  HISTORY     - Date     Condition        Report By
 LG0851  HISTORY     - 1950     MONUMENTED       CGS
 LG0851  HISTORY     - 20110105 GOOD             INDIV
 LG0851
 LG0851                          STATION DESCRIPTION
 LG0851
 LG0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0851'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF BELVIDERE AND
 LG0851'4 MILES SOUTH OF BRUNING, ON A SMALL KNOLL MADE BY THE EXCAVATION
 LG0851'OF A CUT MADE IN A RAILROAD BED.  IT IS 64 FEET NORTH OF THE
 LG0851'CENTERLINE OF A DIRT ROAD, 62 FEET EAST OF THE EAST RAIL OF A
 LG0851'RAILROAD TRACK, 46 FEET NORTHWEST OF A POWERLINE POLE, 37 FEET
 LG0851'EAST SOUTHEAST OF A TELEPHONE POLE, 16 FEET EAST OF A
 LG0851'RIGHT-OF-WAY FENCELINE AND 7 FEET SOUTHEAST OF A WHITE WITNESS
 LG0851'POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 LG0851'IS STAMPED BELVIDERE 1950.
 LG0851'
 LG0851'REFERENCE MARK NO. 1 IS 63 FEET EAST OF THE EAST RAIL OF A
 LG0851'RAILROAD TRACK AND 16 FEET EAST OF A RIGHT-OF-WAY FENCELINE.
 LG0851'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0851'BELVIDERE NO 1 1950.
 LG0851'
 LG0851'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTERLINE OF A
 LG0851'DIRT ROAD, 4 FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET WEST
 LG0851'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LG0851'DISK IS STAMPED BELVIDERE NO 2 1950.
 LG0851'
 LG0851'AZIMUTH MARK IS 50 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE,
 LG0851'46 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 19 FEET SOUTH
 LG0851'OF CENTERLINE OF A DIRT ROAD, 2 FEET EAST OF THE SOUTH END OF
 LG0851'A CONCRETE CULVERT, AND 1.5 FEET EAST OF A WHITE WITNESS POST.
 LG0851'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0851'BELVIDERE 1950.
 LG0851'
 LG0851'NOTE- A 3-FOOT BENCH AT AZIMUTH MARK IS NEEDED TO SHOW STATION.
 LG0851'
 LG0851'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SMALL
 LG0851'TOWN OF BRUNING, GO WEST ON THE MAIN STREET FOR 0.45 MILE TO
 LG0851'ITS JUNCTION WITH U.S. HIGHWAY 81.  TURN LEFT (SOUTH) ON U.S.
 LG0851'HIGHWAY 81 AND GO 3.9 MILES TO A CROSSROADS.  (AZIMUTH MARK IS
 LG0851'SOUTHEAST ANGLE OF CROSSROADS AS DESCRIBED.) TURN LEFT (EAST)
 LG0851'ON DIRT ROAD AND GO 0.55 MILE TO STATION ON LEFT JUST AFTER
 LG0851'CROSSING RAILROAD TRACKS.
 LG0851'
 LG0851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0851
 LG0851                          STATION RECOVERY (2011)
 LG0851
 LG0851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (VSB)
 LG0851'STATION IS ON FILL AREA ON EAST SIDE OF ABANDONED RR CENTERLINE.
 LG0851'RECOVERED RM1 AND RM2 IN GOOD CONDITION.  BELVIDERE AZ MK DESTROYED BY
 LG0851'HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0854 ***********************************************************************
 LG0854  DESIGNATION -  BELVIDERE MUNICIPAL TANK
 LG0854  PID         -  LG0854
 LG0854  STATE/COUNTY-  NE/THAYER
 LG0854  COUNTRY     -  US
 LG0854  USGS QUAD   -  BRUNING (2017)
 LG0854
 LG0854                         *CURRENT SURVEY CONTROL
 LG0854  ______________________________________________________________________
 LG0854* NAD 83(1995) POSITION- 40 15 17.33504(N) 097 33 27.73438(W)   ADJUSTED
 LG0854  ______________________________________________________________________
 LG0854  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 LG0854  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LG0854  HORZ ORDER      -  THIRD
 LG0854
 LG0854.The horizontal coordinates were established by classical geodetic methods
 LG0854.and adjusted by the National Geodetic Survey in August 1997.
 LG0854
 LG0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0854.GEOID18 height accuracy estimate available here.
 LG0854
 LG0854.Click photographs - Photos may exist for this station.
 LG0854
 LG0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0854
 LG0854. The following values were computed from the NAD 83(1995) position.
 LG0854
 LG0854;                    North         East     Units Scale Factor Converg.
 LG0854;SPC NE       -    49,732.833   707,730.237   MT  0.99989452   +1 37 06.6
 LG0854;SPC NE       -   163,165.14  2,321,944.95   sFT  0.99989452   +1 37 06.6
 LG0854;UTM  14      - 4,457,037.557   622,657.272   MT  0.99978520   +0 55 55.6
 LG0854
 LG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2265757037(NAD 83)
 LG0854
 LG0854                          SUPERSEDED SURVEY CONTROL
 LG0854
 LG0854  NAD 83(1986)-  40 15 17.33319(N)    097 33 27.73283(W) AD(       ) 3
 LG0854  NAD 27      -  40 15 17.33200(N)    097 33 26.59600(W) AD(       ) 3
 LG0854
 LG0854.Superseded values are not recommended for survey control.
 LG0854
 LG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0854.See file dsdata.pdf to determine how the superseded data were derived.
 LG0854
 LG0854_MARKER: 53 = ELEVATED TANK
 LG0854
 LG0854  HISTORY     - Date     Condition        Report By
 LG0854  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0854  HISTORY     - 20050713 GOOD             USPSQD
 LG0854
 LG0854                          STATION DESCRIPTION
 LG0854
 LG0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0854'IT IS LOCATED IN THE NORTH EDGE OF THE TOWN, 0.2 MILE NORTH
 LG0854'OF THE CENTER OF THE BUSINESS DISTRICT, 65 FEET SOUTH OF THE
 LG0854'CENTER OF AN EAST-WEST GRAVELED STREET, AND 57 FEET EAST OF
 LG0854'THE CENTER OF A NORTH-SOUTH GRAVELED STREET.  TANK PROPER IS
 LG0854'SUPPORTED BY A FOUR LEGGED STEEL TRUSWORK STRUCTURE.  IT HAS
 LG0854'A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL
 LG0854'HEIGHT IS APPROXIMATELY 65 FEET.  THE BALL AT THE APEX OF
 LG0854'THE ROOF WAS THE POINT OBSERVED UPON.
 LG0854
 LG0854                          STATION RECOVERY (2005)
 LG0854
 LG0854'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0854'STATION FOUND GOOD. THE EAST-WEST ROAD REFERENCED IN THE 1947
 LG0854'DESCRIPTION IS 9TH STREET, THE NORTH-SOUTH ROAD IS 'C' STREET. TANK IS
 LG0854'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 9TH AND 'C' STREETS.
 LG0854'TANK HAS A GREEN ROOF, SILVER BOWL AND LEGS AND HAS BLACK LETTERS
 LG0854'BELVEDERE ON THE BOWL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2065 ***********************************************************************
 MK2065  DESIGNATION -  BEND
 MK2065  PID         -  MK2065
 MK2065  STATE/COUNTY-  NE/DODGE
 MK2065  COUNTRY     -  US
 MK2065  USGS QUAD   -  MALMO NW (2017)
 MK2065
 MK2065                         *CURRENT SURVEY CONTROL
 MK2065  ______________________________________________________________________
 MK2065* NAD 83(1995) POSITION- 41 27 34.20680(N) 096 43 56.10210(W)   ADJUSTED
 MK2065* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 MK2065  ______________________________________________________________________
 MK2065  GEOID HEIGHT    -        -26.290 (meters)                     GEOID18
 MK2065  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 MK2065  HORZ ORDER      -  SECOND
 MK2065
 MK2065.The horizontal coordinates were established by classical geodetic methods
 MK2065.and adjusted by the National Geodetic Survey in August 1997.
 MK2065
 MK2065.The orthometric height was scaled from a topographic map.
 MK2065
 MK2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2065.GEOID18 height accuracy estimate available here.
 MK2065
 MK2065.Click photographs - Photos may exist for this station.
 MK2065
 MK2065.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2065
 MK2065. The following values were computed from the NAD 83(1995) position.
 MK2065
 MK2065;                    North         East     Units Scale Factor Converg.
 MK2065;SPC NE       -   185,702.738   772,856.375   MT  0.99965892   +2 09 55.9
 MK2065;SPC NE       -   609,259.73  2,535,612.96   sFT  0.99965892   +2 09 55.9
 MK2065;UTM  14      - 4,592,250.467   689,396.706   MT  1.00004146   +1 30 06.8
 MK2065
 MK2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2065!SPC NE       -   0.99994403  x   0.99965892  =   0.99960297
 MK2065!UTM  14      -   0.99994403  x   1.00004146  =   0.99998549
 MK2065
 MK2065:                Primary Azimuth Mark                     Grid Az
 MK2065:SPC NE       -  INDIAN                                   231 27 33.4
 MK2065:UTM  14      -  INDIAN                                   232 07 22.5
 MK2065
 MK2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8939692250(NAD 83)
 MK2065
 MK2065|---------------------------------------------------------------------|
 MK2065| PID    Reference Object                     Distance      Geod. Az  |
 MK2065|                                                           dddmmss.s |
 MK2065| CL6862 BEND RM 2                            24.214 METERS 09404     |
 MK2065| MK0905 INDIAN                              APPROX. 5.3 KM 2333729.3 |
 MK2065| CL6861 BEND RM 1                            12.905 METERS 27117     |
 MK2065|---------------------------------------------------------------------|
 MK2065
 MK2065                          SUPERSEDED SURVEY CONTROL
 MK2065
 MK2065  NAD 83(1986)-  41 27 34.21487(N)    096 43 56.10330(W) AD(       ) 2
 MK2065  NAD 27      -  41 27 34.20092(N)    096 43 55.00134(W) AD(       ) 2
 MK2065
 MK2065.Superseded values are not recommended for survey control.
 MK2065
 MK2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2065.See file dsdata.pdf to determine how the superseded data were derived.
 MK2065
 MK2065_MARKER: DD = SURVEY DISK
 MK2065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2065+WITH SETTING: INFORMATION.
 MK2065_STAMPING: BEND ET 1967
 MK2065_MARK LOGO: USGS
 MK2065_PROJECTION: FLUSH
 MK2065_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2065
 MK2065  HISTORY     - Date     Condition        Report By
 MK2065  HISTORY     - 1967     MONUMENTED       USGS
 MK2065  HISTORY     - 19961026 GOOD             NGS
 MK2065
 MK2065                          STATION DESCRIPTION
 MK2065
 MK2065'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2065'THE STATION IS LOCATED ABOUT 2.5 MI E. OF N. BEND, T. 17 N., R.
 MK2065'6 E., NEAR THE QUARTER COR. SECS. 9 AND 10, 60 FT N., 43 FT W. OF
 MK2065'CENTER OF CROSSROADS, ON U.S. HWY. 30, 60 FT N. OF CENTER OF U.S.
 MK2065'HWY. 30, 12 FT S. OF CENTER OF E.-W. DIRT FIELD RD., 12 FT S.,
 MK2065'43 FT W. OF CENTER OF DIRT CROSSROADS, ON N. SIDE OF HWY. 30,
 MK2065'13 FT W. OF TELEPHONE POLE, 6.5 FT W. OF USGS WITNESS POST
 MK2065'STAMPED ET BEND 1967.
 MK2065'
 MK2065'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 79 AND U.S. HWY.
 MK2065'30, AT N. BEND, GO E. ALONG U.S. HWY. 30 FOR 2.5 MI TO A CROSSROADS
 MK2065'AND STATION ON THE LEFT (NW. CORNER OF CROSSROADS) SIDE OF U.S.
 MK2065'HWY. 30.
 MK2065'
 MK2065'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2065'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN.
 MK2065'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK2065'
 MK2065'REFERENCE MARK 1 IS W. OF THE STATION, 60 FT N. OF CENTER OF
 MK2065'U.S. HWY. 30, 60 FT N., 85 FT W. OF CENTER OF CROSSROADS, ON
 MK2065'HWY. 30, STAMPED BEND NO 1 1967.
 MK2065'
 MK2065'REFERENCE MARK 2 IS E. OF THE STATION, 54 FT N., 38 FT E. OF
 MK2065'CENTER OF CROSSROADS, ON HWY. 30, 14 FT S. OF DIRT E.-W. RD..
 MK2065'STAMPED BEND NO 2 1967.
 MK2065'
 MK2065'AZIMUTH MARK=NONE SET.
 MK2065'
 MK2065'REFERENCE AZIMUTH - NONE OBSERVED.
 MK2065
 MK2065                          STATION RECOVERY (1996)
 MK2065
 MK2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JC)
 MK2065'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2212 ***********************************************************************
 MK2212  DESIGNATION -  BENEDICT AZ MK 3
 MK2212  PID         -  MK2212
 MK2212  STATE/COUNTY-  NE/YORK
 MK2212  COUNTRY     -  US
 MK2212  USGS QUAD   -  STROMSBURG (2017)
 MK2212
 MK2212                         *CURRENT SURVEY CONTROL
 MK2212  ______________________________________________________________________
 MK2212* NAD 83(1995) POSITION- 41 00 01.50904(N) 097 35 50.61260(W)   ADJUSTED
 MK2212* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 MK2212  ______________________________________________________________________
 MK2212  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 MK2212  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 MK2212  HORZ ORDER      -  THIRD
 MK2212
 MK2212.The horizontal coordinates were established by classical geodetic methods
 MK2212.and adjusted by the National Geodetic Survey in August 1997.
 MK2212
 MK2212.The orthometric height was scaled from a topographic map.
 MK2212
 MK2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2212.GEOID18 height accuracy estimate available here.
 MK2212
 MK2212.Click photographs - Photos may exist for this station.
 MK2212
 MK2212.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2212
 MK2212. The following values were computed from the NAD 83(1995) position.
 MK2212
 MK2212;                    North         East     Units Scale Factor Converg.
 MK2212;SPC NE       -   132,385.106   702,055.348   MT  0.99969725   +1 35 31.9
 MK2212;SPC NE       -   434,333.47  2,303,326.59   sFT  0.99969725   +1 35 31.9
 MK2212;UTM  14      - 4,539,750.966   617,962.365   MT  0.99977126   +0 55 13.1
 MK2212
 MK2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2212!SPC NE       -   0.99992401  x   0.99969725  =   0.99962128
 MK2212!UTM  14      -   0.99992401  x   0.99977126  =   0.99969529
 MK2212
 MK2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1796239750(NAD 83)
 MK2212
 MK2212                          SUPERSEDED SURVEY CONTROL
 MK2212
 MK2212  NAD 83(1986)-  41 00 01.51797(N)    097 35 50.61433(W) AD(       ) 3
 MK2212
 MK2212.Superseded values are not recommended for survey control.
 MK2212
 MK2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2212.See file dsdata.pdf to determine how the superseded data were derived.
 MK2212
 MK2212_MARKER: DZ = AZIMUTH MARK DISK
 MK2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2212_STAMPING: BENEDICT 1950 NO 3 1983
 MK2212_MARK LOGO: NGS
 MK2212_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2212+STABILITY: SURFACE MOTION
 MK2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2212+SATELLITE: SATELLITE OBSERVATIONS - 1983
 MK2212
 MK2212  HISTORY     - Date     Condition        Report By
 MK2212  HISTORY     - 1983     MONUMENTED       NGS
 MK2212
 MK2212                          STATION DESCRIPTION
 MK2212
 MK2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MK2212'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH FROM YORK, 0.8 KM
 MK2212'(0.5 MI) EAST-SOUTHEAST FROM BENEDICT AND ON THE EAST RIGHT-OF-WAY OF
 MK2212'U.S. HIGHWAY 81.
 MK2212'TO REACH FROM THE POST OFFICE IN BENEDICT, GO SOUTH FOR 0.32 KM
 MK2212'(0.20 MI) TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.72 KM (0.45 MI)
 MK2212'TO U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR 0.24
 MK2212'KM (0.15 MI) TO THE MARK ON THE LEFT.
 MK2212'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MK2212'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.76
 MK2212'M (2.49 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 21.33 M
 MK2212'(69.98 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY AND 0.61 M
 MK2212'(2.00 FT) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1409 ***********************************************************************
 LG1409  DESIGNATION -  BENEDICT RESET
 LG1409  PID         -  LG1409
 LG1409  STATE/COUNTY-  NE/YORK
 LG1409  COUNTRY     -  US
 LG1409  USGS QUAD   -  YORK NORTH (2017)
 LG1409
 LG1409                         *CURRENT SURVEY CONTROL
 LG1409  ______________________________________________________________________
 LG1409* NAD 83(1995) POSITION- 40 59 43.51529(N) 097 35 52.83691(W)   ADJUSTED
 LG1409* NAVD 88 ORTHO HEIGHT -   510.    (meters)     1673.    (feet) SCALED
 LG1409  ______________________________________________________________________
 LG1409  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 LG1409  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 LG1409  HORZ ORDER      -  THIRD
 LG1409
 LG1409.The horizontal coordinates were established by classical geodetic methods
 LG1409.and adjusted by the National Geodetic Survey in August 1997.
 LG1409
 LG1409.The orthometric height was scaled from a topographic map.
 LG1409
 LG1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1409.GEOID18 height accuracy estimate available here.
 LG1409
 LG1409.Click photographs - Photos may exist for this station.
 LG1409
 LG1409.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1409
 LG1409. The following values were computed from the NAD 83(1995) position.
 LG1409
 LG1409;                    North         East     Units Scale Factor Converg.
 LG1409;SPC NE       -   131,828.968   702,018.815   MT  0.99969802   +1 35 30.4
 LG1409;SPC NE       -   432,508.87  2,303,206.73   sFT  0.99969802   +1 35 30.4
 LG1409;UTM  14      - 4,539,195.254   617,919.308   MT  0.99977114   +0 55 11.3
 LG1409
 LG1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1409!SPC NE       -   0.99992407  x   0.99969802  =   0.99962211
 LG1409!UTM  14      -   0.99992407  x   0.99977114  =   0.99969522
 LG1409
 LG1409:                Primary Azimuth Mark                     Grid Az
 LG1409:SPC NE       -  YORK RADIO STA KAA 639 MAST              173 10 24.9
 LG1409:UTM  14      -  YORK RADIO STA KAA 639 MAST              173 50 44.0
 LG1409
 LG1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1791939195(NAD 83)
 LG1409
 LG1409|---------------------------------------------------------------------|
 LG1409| PID    Reference Object                     Distance      Geod. Az  |
 LG1409|                                                           dddmmss.s |
 LG1409| MK2212 BENEDICT AZ MK 3                    APPROX. 0.6 KM 0052100.8 |
 LG1409| MK2215 CP 72 NW E                                         02845     |
 LG1409| LG1439 BENEDICT RM 4                        15.490 METERS 03942     |
 LG1409| MK2214 CP 71 NW E                                         04129     |
 LG1409| LG1436 BENEDICT RM 1                        24.640 METERS 04911     |
 LG1409| LG1440 BENEDICT RM 5                         9.965 METERS 08438     |
 LG1409| LG1438 BENEDICT RM 3                        53.313 METERS 16442     |
 LG1409| LG0909 YORK RADIO STA KAA 639 MAST         APPROX.17.7 KM 1744555.3 |
 LG1409| LG1434 BENEDICT AZ MK                                     1781436.0 |
 LG1409| LG1435 BENEDICT AZ MK 2                                   17838     |
 LG1409| LG1437 BENEDICT RM 2                        21.020 METERS 27012     |
 LG1409|---------------------------------------------------------------------|
 LG1409
 LG1409                          SUPERSEDED SURVEY CONTROL
 LG1409
 LG1409  NAD 83(1986)-  40 59 43.52422(N)    097 35 52.83902(W) AD(       ) 3
 LG1409  NAD 27      -  40 59 43.47000(N)    097 35 51.64400(W) AD(       ) 3
 LG1409
 LG1409.Superseded values are not recommended for survey control.
 LG1409
 LG1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1409.See file dsdata.pdf to determine how the superseded data were derived.
 LG1409
 LG1409_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1409_STAMPING: BENEDICT 1950 1977
 LG1409_MARK LOGO: NGS
 LG1409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LG1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1409+STABILITY: SURFACE MOTION
 LG1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1409+SATELLITE: SATELLITE OBSERVATIONS - 1977
 LG1409
 LG1409  HISTORY     - Date     Condition        Report By
 LG1409  HISTORY     - 1977     MONUMENTED       NGS
 LG1409
 LG1409                          STATION DESCRIPTION
 LG1409
 LG1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LG1409'THE STATION, WHICH IS IN THE SAME HORIZONTAL POSITION AS
 LG1409'STATION-BENEDICT-IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTH-SOUTHEAST
 LG1409'FROM BENEDICT, 11 MI (17.7 KM) SOUTH FROM STROMSBURG, ON THE WEST
 LG1409'SIDE OF U.S. HIGHWAY 81 AND IN THE FARM YARD OWNED BY MR. FRANCES
 LG1409'LEIF, RURAL ROUTE 1, BENEDICT, NEBRASKA  68316.  TELEPHONE
 LG1409'402-732-6762.
 LG1409'TO REACH FROM THE POST OFFICE IN BENEDICT, GO SOUTH ON A STREET FOR
 LG1409'0.32 KM (0.20 MI) TO A T-ROAD.  TURN LEFT AND GO EAST ON A PAVED
 LG1409'STREET FOR 0.72 KM (0.45 MI) TO U.S. HIGHWAY 81.  TURN RIGHT AND GO
 LG1409'SOUTH ON THE HIGHWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE
 LG1409'RIGHT, AT A FARM HOUSE.
 LG1409'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1409'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  THE UNDERGROUND
 LG1409'MARK IS RECESSED 1.02 M (3.35 FT) BELOW THE GROUND SURFACE.  THE
 LG1409'MARKS ARE 30.8 M (101.0 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 LG1409'20.12 M (66.01 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A GARAGE
 LG1409'ATTACHED TO THE HOUSE, 20.00 M (65.62 FT) WEST-NORTHWEST FROM THE
 LG1409'WEST END OF A CULVERT UNDER THE HIGHWAY, 15.79 M (51.80 FT) SOUTHWEST
 LG1409'FROM A WITNESS POST AND 30.84 M (101.18 FT) WEST FROM AND END POWER
 LG1409'POLE, WHICH IS GUYED.
 LG1409'THE STATION WAS VISITED IN 1982 IN ORDER TO VERIFY THE NEW AZIMUTH
 LG1409'MARK, HOWEVER CROPS PREVENTED ANY OBSERVATIONS BEING TAKEN.  THE
 LG1409'STATION WAS RE-VISITED ON JULY 26, 1983 AT WHICH TIME THE 1977
 LG1409'AZIMUTH MARK WAS FOUND DESTROYED AND RM 1 WAS SEARCHED FOR BUT NOT
 LG1409'FOUND AND PRESUMED DESTROYED BY RECENT ROAD CONSTRUCTION.  RM 3 WAS
 LG1409'RECOVERED BUT WAS OBSTRUCTED TO THE STATION AND WAS IN THE WAY OF
 LG1409'ROAD CONSTRUCTION.  IT WAS DESTROYED THIS DATE.  REFERENCE MARKS 4
 LG1409'AND 5 AND ANOTHER AZIMUTH WERE ESTABLISHED AT THIS TIME.
 LG1409'THIS DESCRIPTION ALSO REFLECTS THE LATEST VISIT TO THE STATION AND
 LG1409'MEASUREMENTS TO LOCAL OBJECTS ARE THE MOST RECENT, 1983, VALUES. FOR
 LG1409'ADDTIONAL INFORMATION SEE THE RECOVERY NOTES AND DESCRIPTIONS TO ALL
 LG1409'THE VARIOUS ACCESSORY MARKS FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0497 ***********************************************************************
 LJ0497  DESIGNATION -  BENKELMAN
 LJ0497  PID         -  LJ0497
 LJ0497  STATE/COUNTY-  NE/DUNDY
 LJ0497  COUNTRY     -  US
 LJ0497  USGS QUAD   -  BENKELMAN (2017)
 LJ0497
 LJ0497                         *CURRENT SURVEY CONTROL
 LJ0497  ______________________________________________________________________
 LJ0497* NAD 83(1995) POSITION- 40 02 59.90174(N) 101 32 25.29368(W)   ADJUSTED
 LJ0497* NAVD 88 ORTHO HEIGHT -   942.    (meters)     3091.    (feet) SCALED
 LJ0497  ______________________________________________________________________
 LJ0497  GEOID HEIGHT    -        -23.258 (meters)                     GEOID18
 LJ0497  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 LJ0497  HORZ ORDER      -  FIRST
 LJ0497
 LJ0497.The horizontal coordinates were established by classical geodetic methods
 LJ0497.and adjusted by the National Geodetic Survey in August 1997.
 LJ0497
 LJ0497.The orthometric height was scaled from a topographic map.
 LJ0497
 LJ0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0497.GEOID18 height accuracy estimate available here.
 LJ0497
 LJ0497.Click photographs - Photos may exist for this station.
 LJ0497
 LJ0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0497
 LJ0497. The following values were computed from the NAD 83(1995) position.
 LJ0497
 LJ0497;                    North         East     Units Scale Factor Converg.
 LJ0497;SPC NE       -    25,225.724   368,568.583   MT  0.99997779   -1 01 14.8
 LJ0497;SPC NE       -    82,761.40  1,209,212.09   sFT  0.99997779   -1 01 14.8
 LJ0497;UTM  14      - 4,436,395.960   283,301.492   MT  1.00017811   -1 38 06.9
 LJ0497
 LJ0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0497!SPC NE       -   0.99985584  x   0.99997779  =   0.99983363
 LJ0497!UTM  14      -   0.99985584  x   1.00017811  =   1.00003392
 LJ0497
 LJ0497:                Primary Azimuth Mark                     Grid Az
 LJ0497:SPC NE       -  BENKELMAN AZ MK                          355 43 31.4
 LJ0497:UTM  14      -  BENKELMAN AZ MK                          356 20 23.5
 LJ0497
 LJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8330136395(NAD 83)
 LJ0497
 LJ0497|---------------------------------------------------------------------|
 LJ0497| PID    Reference Object                     Distance      Geod. Az  |
 LJ0497|                                                           dddmmss.s |
 LJ0497| CP7423 BENKELMAN RM 1                       21.990 METERS 11016     |
 LJ0497| LJ0498 BENKELMAN 2                          30.335 METERS 15750     |
 LJ0497| CP7424 BENKELMAN RM 2                       29.420 METERS 19404     |
 LJ0497| CU8884 BENKELMAN AZ MK                                    3544216.6 |
 LJ0497|---------------------------------------------------------------------|
 LJ0497
 LJ0497                          SUPERSEDED SURVEY CONTROL
 LJ0497
 LJ0497  NAD 83(1986)-  40 02 59.90111(N)    101 32 25.29529(W) AD(       ) 1
 LJ0497  NAD 27      -  40 02 59.92100(N)    101 32 23.69700(W) AD(       ) 1
 LJ0497
 LJ0497.Superseded values are not recommended for survey control.
 LJ0497
 LJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0497.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0497
 LJ0497_MARKER: DS = TRIANGULATION STATION DISK
 LJ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0497_STAMPING: BENKELMAN 1935
 LJ0497_MARK LOGO: CGS
 LJ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0497+STABILITY: SURFACE MOTION
 LJ0497
 LJ0497  HISTORY     - Date     Condition        Report By
 LJ0497  HISTORY     - 1935     MONUMENTED       CGS
 LJ0497  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LJ0497
 LJ0497                          STATION DESCRIPTION
 LJ0497
 LJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0497'THE STATION IS LOCATED ON HIGH GROUND IN THE WESTERN PART OF
 LJ0497'THE TOWN OF BENKELMAN, IN A VACANT LOT NEAR THE MUNICIPAL
 LJ0497'STANDPIPE.
 LJ0497'
 LJ0497'THE STATION MARK PROJECTS 3 INCHES AND IS
 LJ0497'122 FEET NORTH-NORTHWEST OF THE MUNICIPAL STANDPIPE.
 LJ0497'
 LJ0497'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LJ0497'STATION, 94 FEET NORTH OF THE STANDPIPE, AND PROJECTS 4 INCHES.
 LJ0497'
 LJ0497'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE
 LJ0497'STATION, 66.6 FEET WEST OF THE STANDPIPE, AND PROJECTS 5 INCHES.
 LJ0497'
 LJ0497'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS NORTH
 LJ0497'OF THE STATION.  IT IS LOCATED IN THE RIGHT-OF-WAY FENCE ON
 LJ0497'THE EAST SIDE OF A NORTH-AND-SOUTH GRADED ROAD AND IS AT A
 LJ0497'POINT 22 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 LJ0497'ROAD AND 45 FEET SOUTHEAST OF THE CENTER OF A T-INTERSECTION
 LJ0497'OF ROADS (STEM WEST).
 LJ0497'
 LJ0497'NOTE--THE DISTANCES FROM THE MARKS TO THE STANDPIPE ARE
 LJ0497'MEASURED TO THE CENTER OF THE STANDPIPE.
 LJ0497
 LJ0497                          STATION RECOVERY (1948)
 LJ0497
 LJ0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 LJ0497'STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1935 AND ALL
 LJ0497'MARKS WERE IN GOOD CONDITION.  ALL MARKS AT THIS STATION,
 LJ0497'EXCEPT THE AZIMUTH MARK, WERE DUG OUT, RESET AND RESTAMPED
 LJ0497'IN THE ESTABLISHMENT OF A NEW STATION, BENKELMAN 2, 1948.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0498 ***********************************************************************
 LJ0498  DESIGNATION -  BENKELMAN 2
 LJ0498  PID         -  LJ0498
 LJ0498  STATE/COUNTY-  NE/DUNDY
 LJ0498  COUNTRY     -  US
 LJ0498  USGS QUAD   -  BENKELMAN (2017)
 LJ0498
 LJ0498                         *CURRENT SURVEY CONTROL
 LJ0498  ______________________________________________________________________
 LJ0498* NAD 83(1995) POSITION- 40 02 58.99094(N) 101 32 24.81072(W)   NO CHECK
 LJ0498* NAVD 88 ORTHO HEIGHT -   942.    (meters)     3091.    (feet) SCALED
 LJ0498  ______________________________________________________________________
 LJ0498  GEOID HEIGHT    -        -23.259 (meters)                     GEOID18
 LJ0498  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 LJ0498  HORZ ORDER      -  THIRD
 LJ0498
 LJ0498.The horizontal coordinates were established by classical geodetic methods
 LJ0498.and adjusted by the National Geodetic Survey in August 1997.
 LJ0498
 LJ0498.No horizontal observational check was made to the station.
 LJ0498
 LJ0498.The orthometric height was scaled from a topographic map.
 LJ0498
 LJ0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0498.GEOID18 height accuracy estimate available here.
 LJ0498
 LJ0498.Click photographs - Photos may exist for this station.
 LJ0498
 LJ0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0498
 LJ0498. The following values were computed from the NAD 83(1995) position.
 LJ0498
 LJ0498;                    North         East     Units Scale Factor Converg.
 LJ0498;SPC NE       -    25,197.433   368,579.528   MT  0.99997790   -1 01 14.5
 LJ0498;SPC NE       -    82,668.58  1,209,248.00   sFT  0.99997790   -1 01 14.5
 LJ0498;UTM  14      - 4,436,367.548   283,312.135   MT  1.00017806   -1 38 06.5
 LJ0498
 LJ0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0498!SPC NE       -   0.99985584  x   0.99997790  =   0.99983374
 LJ0498!UTM  14      -   0.99985584  x   1.00017806  =   1.00003387
 LJ0498
 LJ0498:                Primary Azimuth Mark                     Grid Az
 LJ0498:SPC NE       -  BENKELMAN AZ MK                          354 35 56.5
 LJ0498:UTM  14      -  BENKELMAN AZ MK                          355 12 48.5
 LJ0498
 LJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8331236367(NAD 83)
 LJ0498
 LJ0498|---------------------------------------------------------------------|
 LJ0498| PID    Reference Object                     Distance      Geod. Az  |
 LJ0498|                                                           dddmmss.s |
 LJ0498| CP7425 BENKELMAN 2 RM 3                      6.386 METERS 14705     |
 LJ0498| CP7426 BENKELMAN 2 RM 4                      8.812 METERS 20207     |
 LJ0498| LJ0497 BENKELMAN                            30.335 METERS 33750     |
 LJ0498| CU8884 BENKELMAN AZ MK                                    3533442.0 |
 LJ0498|---------------------------------------------------------------------|
 LJ0498
 LJ0498                          SUPERSEDED SURVEY CONTROL
 LJ0498
 LJ0498  NAD 83(1986)-  40 02 58.99031(N)    101 32 24.81233(W) AD(       ) 3
 LJ0498  NAD 27      -  40 02 59.01000(N)    101 32 23.21400(W) AD(       ) 3
 LJ0498
 LJ0498.Superseded values are not recommended for survey control.
 LJ0498
 LJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0498.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0498
 LJ0498_MARKER: DS = TRIANGULATION STATION DISK
 LJ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0498_STAMPING: BENKELMAN 2 1948
 LJ0498_MARK LOGO: CGS
 LJ0498_PROJECTION: FLUSH
 LJ0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0498+STABILITY: SURFACE MOTION
 LJ0498
 LJ0498  HISTORY     - Date     Condition        Report By
 LJ0498  HISTORY     - 1948     MONUMENTED       CGS
 LJ0498  HISTORY     - 1951     GOOD             CGS
 LJ0498  HISTORY     - 1959     GOOD             USGS
 LJ0498  HISTORY     - 19950425 GOOD             NGS
 LJ0498
 LJ0498                          STATION DESCRIPTION
 LJ0498
 LJ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CAS)
 LJ0498'STATION IS LOCATED ON HIGH GROUND IN THE W PART OF THE TOWN OF
 LJ0498'BENKELMAN, ON THE TOWN PROPERTY, ABOUT 15 FEET N OF THE MUNICIPAL
 LJ0498'STANDPIPE, AND 133 FEET S OF AN E-W STREET.  MARK IS FLUSH
 LJ0498'WITH GROUND AND DISK IS STAMPED BENKELMAN 2 1948.
 LJ0498'
 LJ0498'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 LJ0498'IN CONCRETE.
 LJ0498'
 LJ0498'REFERENCE MARK 3 IS LOCATED AT THE NE SIDE OF THE STANDPIPE,
 LJ0498'2 FEET NE OF THE CONCRETE BASE.  IT IS A BRONZE REFERENCE
 LJ0498'DISK, STAMPED BENKELMAN 2 NO 3 1948, AND PROJECTS 2 INCHES.
 LJ0498'IT IS SET IN CONCRETE.
 LJ0498'
 LJ0498'REFERENCE MARK 4 IS LOCATED WSW OF THE STANDPIPE, 3 FEET W
 LJ0498'OF THE CONCRETE BASE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 LJ0498'BENKELMAN 2 NO 4 1948, AND PROJECTS 5 INCHES.  IT IS SET IN
 LJ0498'CONCRETE.
 LJ0498'
 LJ0498'AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 22 FEET E OF THE
 LJ0498'CENTER LINE OF A N-S ROAD, AND 45 FEET SE OF THE CENTER OF A
 LJ0498'RIGHT-ANGLE TURN W IN THE ROAD.  THE 1935 MARK WAS NOT DISTURBED
 LJ0498'IN POSITION BUT WAS STAMPED BENKELMAN 2 1948.  IT IS SET IN
 LJ0498'CONCRETE.
 LJ0498
 LJ0498                          STATION RECOVERY (1951)
 LJ0498
 LJ0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 LJ0498'THE TWO REFERENCE MARKS FOR THIS STATION WERE RECOVERED IN
 LJ0498'GOOD CONDITION.  NO DESCRIPTION FOR THIS STATION WAS FURNISHED
 LJ0498'THE RECONNAISSANCE PARTY AND THE STATION MARK WAS NOT LOCATED.
 LJ0498
 LJ0498                          STATION RECOVERY (1959)
 LJ0498
 LJ0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0498'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 LJ0498'IN GOOD CONDITION.
 LJ0498'
 LJ0498'THE AZIMUTH MARK IS HIDDEN BY NEW CONSTRUCTION BETWEEN MARK
 LJ0498'AND THE STATION AND IS USELESS WITHOUT AN ELEVATED SIGNAL.
 LJ0498
 LJ0498                          STATION RECOVERY (1995)
 LJ0498
 LJ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LJ0498'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0499 ***********************************************************************
 LJ0499  DESIGNATION -  BENKELMAN MUNICIPAL STANDPIPE
 LJ0499  PID         -  LJ0499
 LJ0499  STATE/COUNTY-  NE/DUNDY
 LJ0499  COUNTRY     -  US
 LJ0499  USGS QUAD   -  BENKELMAN (2017)
 LJ0499
 LJ0499                         *CURRENT SURVEY CONTROL
 LJ0499  ______________________________________________________________________
 LJ0499* NAD 83(1995) POSITION- 40 02 58.76320(N) 101 32 24.78213(W)   ADJUSTED
 LJ0499  ______________________________________________________________________
 LJ0499  GEOID HEIGHT    -        -23.260 (meters)                     GEOID18
 LJ0499  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 LJ0499  HORZ ORDER      -  THIRD
 LJ0499
 LJ0499.The horizontal coordinates were established by classical geodetic methods
 LJ0499.and adjusted by the National Geodetic Survey in August 1997.
 LJ0499
 LJ0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0499.GEOID18 height accuracy estimate available here.
 LJ0499
 LJ0499.Click photographs - Photos may exist for this station.
 LJ0499
 LJ0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0499
 LJ0499. The following values were computed from the NAD 83(1995) position.
 LJ0499
 LJ0499;                    North         East     Units Scale Factor Converg.
 LJ0499;SPC NE       -    25,190.398   368,580.080   MT  0.99997793   -1 01 14.5
 LJ0499;SPC NE       -    82,645.50  1,209,249.81   sFT  0.99997793   -1 01 14.5
 LJ0499;UTM  14      - 4,436,360.506   283,312.612   MT  1.00017806   -1 38 06.5
 LJ0499
 LJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8331236360(NAD 83)
 LJ0499
 LJ0499                          SUPERSEDED SURVEY CONTROL
 LJ0499
 LJ0499  NAD 83(1986)-  40 02 58.76204(N)    101 32 24.78291(W) AD(       ) 3
 LJ0499  NAD 27      -  40 02 58.78300(N)    101 32 23.18100(W) AD(       ) 3
 LJ0499
 LJ0499.Superseded values are not recommended for survey control.
 LJ0499
 LJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0499.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0499
 LJ0499_MARKER: 52 = STANDPIPE TANK
 LJ0499
 LJ0499  HISTORY     - Date     Condition        Report By
 LJ0499  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0499
 LJ0499                          STATION DESCRIPTION
 LJ0499
 LJ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0499'THE BENKELMAN STANDPIPE, SILVER-COLORED, IS IN THE NORTHWESTERN
 LJ0499'PART OF THE CITY, ABOUT 35 YARDS SOUTH-SOUTHEAST OF STATION
 LJ0499'BENKELMAN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1143 ***********************************************************************
 LG1143  DESIGNATION -  BENNET AZ MK 2
 LG1143  PID         -  LG1143
 LG1143  STATE/COUNTY-  NE/LANCASTER
 LG1143  COUNTRY     -  US
 LG1143  USGS QUAD   -  BENNET (2017)
 LG1143
 LG1143                         *CURRENT SURVEY CONTROL
 LG1143  ______________________________________________________________________
 LG1143* NAD 83(1995) POSITION- 40 41 49.83934(N) 096 30 23.09274(W)   NO CHECK
 LG1143* NAVD 88 ORTHO HEIGHT -   414.614 (meters)     1360.28  (feet) ADJUSTED
 LG1143  ______________________________________________________________________
 LG1143  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 LG1143  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 LG1143  DYNAMIC HEIGHT  -        414.432 (meters)     1359.68  (feet) COMP
 LG1143  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 LG1143
 LG1143  HORZ ORDER      -  THIRD
 LG1143  VERT ORDER      -  FIRST     CLASS II
 LG1143
 LG1143.The horizontal coordinates were established by classical geodetic methods
 LG1143.and adjusted by the National Geodetic Survey in August 1997.
 LG1143
 LG1143.No horizontal observational check was made to the station.
 LG1143
 LG1143.The orthometric height was determined by differential leveling and
 LG1143.adjusted by the NATIONAL GEODETIC SURVEY
 LG1143.in May 1993.
 LG1143
 LG1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1143.GEOID18 height accuracy estimate available here.
 LG1143
 LG1143.Click photographs - Photos may exist for this station.
 LG1143
 LG1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1143
 LG1143.The dynamic height is computed by dividing the NAVD 88
 LG1143.geopotential number by the normal gravity value computed on the
 LG1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1143.degrees latitude (g = 980.6199 gals.).
 LG1143
 LG1143.The modeled gravity was interpolated from observed gravity values.
 LG1143
 LG1143. The following values were computed from the NAD 83(1995) position.
 LG1143
 LG1143;                    North         East     Units Scale Factor Converg.
 LG1143;SPC NE       -   101,874.855   795,122.638   MT  0.99975739   +2 18 54.7
 LG1143;SPC NE       -   334,234.42  2,608,664.85   sFT  0.99975739   +2 18 54.7
 LG1143;UTM  14      - 4,508,132.222   710,681.308   MT  1.00014637   +1 37 35.6
 LG1143
 LG1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1143!SPC NE       -   0.99993906  x   0.99975739  =   0.99969646
 LG1143!UTM  14      -   0.99993906  x   1.00014637  =   1.00008542
 LG1143
 LG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1068108132(NAD 83)
 LG1143
 LG1143                          SUPERSEDED SURVEY CONTROL
 LG1143
 LG1143  NAD 83(1986)-  40 41 49.84813(N)    096 30 23.09026(W) AD(       ) 3
 LG1143  NAD 27      -  40 41 49.85076(N)    096 30 22.04398(W) AD(       ) 3
 LG1143
 LG1143.Superseded values are not recommended for survey control.
 LG1143
 LG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1143.See file dsdata.pdf to determine how the superseded data were derived.
 LG1143
 LG1143_MARKER: DZ = AZIMUTH MARK DISK
 LG1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1143_STAMPING: BENNET 1961 AZ 2 1976
 LG1143_MARK LOGO: NGS
 LG1143_PROJECTION: FLUSH
 LG1143_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1143+STABILITY: SURFACE MOTION
 LG1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1143+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 LG1143
 LG1143  HISTORY     - Date     Condition        Report By
 LG1143  HISTORY     - 1976     MONUMENTED       NGS
 LG1143  HISTORY     - 19911023 GOOD             NGS
 LG1143  HISTORY     - 19991014 GOOD             NEDR
 LG1143  HISTORY     - 20161209 GOOD             WOOLPT
 LG1143  HISTORY     - 20161222 GOOD             INDIV
 LG1143  HISTORY     - 20200624 GOOD             NEGS
 LG1143
 LG1143                          STATION DESCRIPTION
 LG1143
 LG1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1143'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1143'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.6 KM
 LG1143'(1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 45.7 M (149.9 FT) SOUTH
 LG1143'OF THE CENTER OF A DRIVEWAY, 18.6 M (61.0 FT) EAST OF THE CENTERLINE
 LG1143'OF THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF AND LEVEL WITH THE CENTER
 LG1143'OF SALTILLO ROAD, 1.9 M (6.2 FT) NORTH OF A RIGHT-OF-WAY POST, 0.5 M
 LG1143'(1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LG1143'GROUND SURFACE.
 LG1143
 LG1143                          STATION RECOVERY (1999)
 LG1143
 LG1143'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG1143'TO REACH THE MARK FROM THE INTERSECTION OF BENNET ROAD WITH STATE
 LG1143'HIGHWAY 43, IN BENNET, GO NORTH ON THE HIGHWAY FOR 1.61 KM (1.00 MI)
 LG1143'TO SALTILLO ROAD AND THE MARK IN THE NORTHEAST ANGLE OF THE
 LG1143'INTERSECTION, ON THE EAST RIGHT-OF-WAY OF THE HIGHWAY AND IN THE
 LG1143'SE1/4, SEC34, T9N, R8E.  IT IS SET INTO THE TOP OF A ROUND CONCRETE
 LG1143'POST THAT IS FLUSH WITH THE GROUND SURFACE, 149.9 FT (45.7 M) SOUTH OF
 LG1143'THE CENTERLINE OF A DRIVEWAY, 61.0 FT (18.6 M) EAST OF THE CENTERLINE
 LG1143'OF THE HIGHWAY, 41.0 FT (12.5 M) NORTH OF THE CENTERLINE OF SALTILLO
 LG1143'ROAD AND 1.6 FT (0.5 M) NORTH OF A WITNESS POST.
 LG1143
 LG1143                          STATION RECOVERY (2016)
 LG1143
 LG1143'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1143'RECOVERED IN GOOD CONDITION.
 LG1143
 LG1143                          STATION RECOVERY (2016)
 LG1143
 LG1143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DLK)
 LG1143'RECOVERED IN GOOD CONDITION.
 LG1143
 LG1143                          STATION RECOVERY (2020)
 LG1143
 LG1143'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG1143'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 43
 LG1143'NORTH OF BENNET, NE., GO SOUTH ON NE. HIGHWAY 43 FOR 1.0 MI (1.6 KM)
 LG1143'TO THE INTERSECTION WITH SALTILLO ROAD AND POINT ON THE LEFT (EAST).
 LG1143'
 LG1143'THE MARK IS LOCATED AT MILE POST 16.02 IN THE NORTHEAST CORNER OF THE
 LG1143'INTERSECTION, 1.6 FT (0.5 M) NORTH OF A STEEL WITNESS POST, 6.5 FT
 LG1143'(2.0 M) NORTH OF  THE FACE OF A CONCRETE ROW MARKER, 8.2 FT (2.5 M)
 LG1143'NORTH-NORTHEAST OF A STREET SIGN, 41 FT (12.5 M) NORTH OF THE
 LG1143'CENTERLINE OF SALTILLO RD., 61 FT (18.6 M) EAST OF THE CENTERLINE OF
 LG1143'NE. HIGHWAY 43 AND 150 FT (45.7 M) SOUTH OF THE CENTERLINE OF A
 LG1143'DRIVEWAY (EAST).  A RAILROAD SPIKE WAS PLACED BESIDE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1141 ***********************************************************************
 LG1141  DESIGNATION -  BENNET RESET
 LG1141  PID         -  LG1141
 LG1141  STATE/COUNTY-  NE/LANCASTER
 LG1141  COUNTRY     -  US
 LG1141  USGS QUAD   -  BENNET (2017)
 LG1141
 LG1141                         *CURRENT SURVEY CONTROL
 LG1141  ______________________________________________________________________
 LG1141* NAD 83(1995) POSITION- 40 42 37.15319(N) 096 30 24.85853(W)   ADJUSTED
 LG1141* NAVD 88 ORTHO HEIGHT -   420.844 (meters)     1380.72  (feet) ADJUSTED
 LG1141  ______________________________________________________________________
 LG1141  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 LG1141  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 LG1141  DYNAMIC HEIGHT  -        420.661 (meters)     1380.12  (feet) COMP
 LG1141  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 LG1141
 LG1141  HORZ ORDER      -  SECOND
 LG1141  VERT ORDER      -  FIRST     CLASS II
 LG1141
 LG1141.The horizontal coordinates were established by classical geodetic methods
 LG1141.and adjusted by the National Geodetic Survey in August 1997.
 LG1141
 LG1141.The orthometric height was determined by differential leveling and
 LG1141.adjusted by the NATIONAL GEODETIC SURVEY
 LG1141.in May 1993.
 LG1141
 LG1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1141.GEOID18 height accuracy estimate available here.
 LG1141
 LG1141.Click photographs - Photos may exist for this station.
 LG1141
 LG1141.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1141
 LG1141.The dynamic height is computed by dividing the NAVD 88
 LG1141.geopotential number by the normal gravity value computed on the
 LG1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1141.degrees latitude (g = 980.6199 gals.).
 LG1141
 LG1141.The modeled gravity was interpolated from observed gravity values.
 LG1141
 LG1141. The following values were computed from the NAD 83(1995) position.
 LG1141
 LG1141;                    North         East     Units Scale Factor Converg.
 LG1141;SPC NE       -   103,331.110   795,022.290   MT  0.99975421   +2 18 53.5
 LG1141;SPC NE       -   339,012.15  2,608,335.63   sFT  0.99975421   +2 18 53.5
 LG1141;UTM  14      - 4,509,590.148   710,598.431   MT  1.00014594   +1 37 36.0
 LG1141
 LG1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1141!SPC NE       -   0.99993807  x   0.99975421  =   0.99969230
 LG1141!UTM  14      -   0.99993807  x   1.00014594  =   1.00008401
 LG1141
 LG1141:                Primary Azimuth Mark                     Grid Az
 LG1141:SPC NE       -  BENNET AZ MK 2                           176 03 29.1
 LG1141:UTM  14      -  BENNET AZ MK 2                           176 44 46.6
 LG1141
 LG1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1059809590(NAD 83)
 LG1141
 LG1141|---------------------------------------------------------------------|
 LG1141| PID    Reference Object                     Distance      Geod. Az  |
 LG1141|                                                           dddmmss.s |
 LG1141| LG1331 BENNET RM 2                          38.009 METERS 06450     |
 LG1141| LG1143 BENNET AZ MK 2                      APPROX. 1.5 KM 1782222.6 |
 LG1141| LG1138 BENNET MUNICIPAL TANK               APPROX. 3.0 KM 1834035.2 |
 LG1141| CL6863 BENNET AZ MK                                       2801611.2 |
 LG1141| LG1330 BENNET RM 3                          24.950 METERS 35539     |
 LG1141| CL6864 BENNET RM 1                          24.916 METERS 35541     |
 LG1141|---------------------------------------------------------------------|
 LG1141
 LG1141                          SUPERSEDED SURVEY CONTROL
 LG1141
 LG1141  NAD 83(1986)-  40 42 37.16198(N)    096 30 24.85612(W) AD(       ) 2
 LG1141  NAD 27      -  40 42 37.16520(N)    096 30 23.81011(W) AD(       ) 2
 LG1141
 LG1141.Superseded values are not recommended for survey control.
 LG1141
 LG1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1141.See file dsdata.pdf to determine how the superseded data were derived.
 LG1141
 LG1141_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1141_STAMPING: BENNET 1961 1976
 LG1141_MARK LOGO: NGS
 LG1141_PROJECTION: RECESSED 5 CENTIMETERS
 LG1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1141+STABILITY: SURFACE MOTION
 LG1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1141+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1141
 LG1141  HISTORY     - Date     Condition        Report By
 LG1141  HISTORY     - 1961     MONUMENTED       CGS
 LG1141  HISTORY     - 1976     GOOD             NGS
 LG1141  HISTORY     - 1976     GOOD             NGS
 LG1141  HISTORY     - 19911023 GOOD             NGS
 LG1141  HISTORY     - 19991014 GOOD             NEDR
 LG1141
 LG1141                          STATION DESCRIPTION
 LG1141
 LG1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1141'THE STATION IS ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 43,
 LG1141'ABOUT 2 MILES NORTH OF BENNET AND 453.7 FEET SOUTH OF THE
 LG1141'JUNCTION OF STATE HIGHWAYS 43 AND 2.
 LG1141'
 LG1141'TO REACH THE STATION FROM THE POST OFFICE IN BENNET, DRIVE EAST
 LG1141'FOR 0.1 MILE TO STATE HIGHWAY 43.  TURN LEFT AND DRIVE NORTH ON
 LG1141'THE HIGHWAY FOR 2.1 MILES TO THE STATION ON THE LEFT.
 LG1141'
 LG1141'SURFACE-STATION MARK, A STANDARD DISK STAMPED BENNET 1961, IS
 LG1141'SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE POST, FLUSH WITH
 LG1141'THE SURFACE.  IT IS 54.0 FEET WEST OF THE CENTER OF THE HIGHWAY,
 LG1141'50.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, 7.0 FEET EAST OF
 LG1141'THE WEST RIGHT-OF-WAY FENCE AND 6.5 FEET EAST OF A METAL
 LG1141'WITNESS POST WITH SIGN.
 LG1141'
 LG1141'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED BENNET 1961,
 LG1141'IS SET IN THE TOP OF A MASS OF CONCRETE 40 INCHES BELOW THE
 LG1141'SURFACE OF THE GROUND.
 LG1141'
 LG1141'REFERENCE MARK 1, A STANDARD DISK STAMPED BENNET NO 1 1961, IS
 LG1141'SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT PROJECTING
 LG1141'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.5 FEET WEST OF THE
 LG1141'CENTER OF THE HIGHWAY AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY
 LG1141'FENCE.
 LG1141'
 LG1141'REFERENCE MARK 2, A STANDARD DISK STAMPED BENNET NO 2 1961, IS
 LG1141'SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT PROJECTING
 LG1141'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.0 FEET EAST OF THE
 LG1141'CENTER OF THE HIGHWAY, 3.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 LG1141'POST AND 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 LG1141'
 LG1141'THE PICTURE POINT IS THE CENTER OF THE INTERSECTION OF STATE
 LG1141'HIGHWAYS 43 AND 2.
 LG1141'
 LG1141'THE AZIMUTH MARK, A STANDARD DISK STAMPED BENNET 1961, IS SET IN
 LG1141'THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT PROJECTING 6
 LG1141'INCHES ABOVE THE GROUND SURFACE.  IT IS 90.0 FEET NORTH OF THE
 LG1141'CENTER OF STATE HIGHWAY 2, 1.5 FEET NORTHEAST OF A METAL WITNESS
 LG1141'POST WITH SIGN AND 0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LG1141'FENCE.
 LG1141'
 LG1141'TO REACH THE AZIMUTH FROM THE STATION, DRIVE NORTH TO THE
 LG1141'INTERSECTION OF STATE HIGHWAYS 43 AND 2.  TURN LEFT AND CONTINUE
 LG1141'WEST ON STATE HIGHWAY 2 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 LG1141
 LG1141                          STATION RECOVERY (1976)
 LG1141
 LG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1141'THE SUB-SURFACE STATION MARK, THE AZIMUTH MARK AND REFERENCE MARK
 LG1141'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP OF THE
 LG1141'SURFACE STATION HAD BEEN BROKEN OFF AND NOT FOUND.  THE TOP OF
 LG1141'REFERENCE MARK 1 HAD BEEN BROKEN OFF AND FOUND LYING NEAR A
 LG1141'FENCELINE.  A NEW SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE
 LG1141'UNDERGROUND STATION MARK AND REFERENCE MARK 3 AND AZIMUTH MARK
 LG1141'NO. 2 WERE ESTABLISHED THIS DATE.  THE 1961 AZIMUTH MARK WAS
 LG1141'NOT FOUND UNTIL AFTER THE STATION WAS REPAIRED AND A NEW
 LG1141'AZIMUTH MARK SET AND ANOTHER SEARCH MADE AND THEN THE 1961
 LG1141'AZIMUTH MARK WAS FOUND 0.2 MILE FURTHER FROM THE STATION THAN
 LG1141'LISTED IN THE PREVIOUS DESCRIPTION.  THE ANGLE BETWEEN THE
 LG1141'AZIMUTH MARK 1961 AND REFERENCE MARK 2 WAS VERIFIED.  A
 LG1141'LONGER DISTANCE OF 0.05 FOOT WAS MEASURED THIS DATE TO
 LG1141'REFERENCE MARK 2 FROM THE STATION MARK.
 LG1141'
 LG1141'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1141'
 LG1141'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF BENNET AND ON THE
 LG1141'WEST RIGHT-OF-WAY OF STATE HIGHWAY 43.
 LG1141'
 LG1141'TO REACH THE STATION FROM THE POST OFFICE IN BENNET, GO EAST ON
 LG1141'MONROE STREET FOR 1 BLOCK, TURN LEFT AND GO NORTH ON HIGHWAY 43
 LG1141'FOR 1.2 MILES TO A CROSSROAD AND AZIMUTH MARK NO. 2 ON THE RIGHT,
 LG1141'IN THE NORTHEAST ANGLE OF THE INTERSECTION, CONTINUE NORTH ON
 LG1141'HIGHWAY 43 FOR 0.9 MILE TO THE STATION ON THE LEFT, ABOUT 0.1
 LG1141'MILE BEFORE REACHING STATE HIGHWAY 2.
 LG1141'
 LG1141'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BENNET 1961
 LG1141'1976, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 2
 LG1141'INCHES BELOW THE GROUND SURFACE.  IT IS 55 FEET WEST OF THE
 LG1141'CENTERLINE OF HIGHWAY 43, 50.8 FEET NORTH-NORTHEAST OF A CONCRETE
 LG1141'HIGHWAY RIGHT-OF-WAY MARKER, 7 FEET EAST OF THE NORTH-SOUTH
 LG1141'BOUNDARY FENCELINE AND 6.8 FEET EAST-NORTHEAST OF A METAL WITNESS
 LG1141'POST IN THE FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LG1141'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND AND STAMPED
 LG1141'BENNET 1961.
 LG1141'
 LG1141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENNET NO 2 1961, SET
 LG1141'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 LG1141'ABOVE THE GROUND SURFACE.  IT IS 58 FEET EAST OF THE CENTERLINE OF
 LG1141'HIGHWAY 43, 5 FEET SOUTH OF A TELEPHONE JUNCTION BOX, 3.7 FEET
 LG1141'NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND 1 FOOT WEST
 LG1141'OF A NORTH-SOUTH BOUNDARY FENCE.
 LG1141'
 LG1141'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BENNET 1961 NO 3 1976,
 LG1141'CEMENTED IN A DRILL HOLE IN THE TOP OF THE REMAINS OF THE ORIGINAL
 LG1141'REFERENCE MARK 1 CONCRETE MONUMENT AND IS ABOUT 6 INCHES BELOW THE
 LG1141'GROUND SURFACE.  IT IS 61 FEET WEST OF THE CENTERLINE OF HIGHWAY
 LG1141'43, 3.4 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF THE
 LG1141'NORTH-SOUTH BOUNDARY FENCELINE.
 LG1141'
 LG1141'THE 1961 AZIMUTH MARK IS A STANDARD DISK STAMPED BENNET 1961, SET
 LG1141'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 LG1141'ABOVE THE GROUND SURFACE.  IT IS 90 FEET NORTH OF THE CENTER OF
 LG1141'STATE HIGHWAY 2, 2 FEET NORTHEAST OF A METAL WITNESS POST AND
 LG1141'NORTH OF THE WEST EDGE OF A FIELD APPROACH.
 LG1141'
 LG1141'TO REACH THE 1961 AZIMUTH MARK FROM THE STATION, GO NORTH ON
 LG1141'HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 2, TURN LEFT AND GO WEST
 LG1141'ON HIGHWAY 2 FOR 0.6 MILE TO TOP OF HILL AND THE AZIMUTH MARK 1961
 LG1141'ON THE RIGHT.
 LG1141'
 LG1141'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED BENNET 1961 AZ 2
 LG1141'1976, SET IN THE TOP OF A 1I INCH ROUND CONCRETE POST THAT IS FLUSH
 LG1141'WITH THE GROUND SURFACE.  IT IS 68 FEET NORTH OF A CONCRETE HIGHWAY
 LG1141'RIGHT-OF-WAY MARKER, 60 FEET EAST OF THE CENTERLINE OF HIGHWAY 43,
 LG1141'42 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTH OF
 LG1141'A TELEPHONE POLE AND 2 FEET NORTH-NORTHWEST OF A METAL WITNESS
 LG1141'POST.
 LG1141'
 LG1141'NOTE--A 3/4 INCH RE-BAR, 3 FOOT LONG WAS PLACED IN THE STATION
 LG1141'MARK AND AZIMUTH MARK NO. 2 CONCRETE MONUMENT AND A 3 FOOT LENGTH
 LG1141'WAS DRIVEN INTO THE GROUND BESIDE THE AZIMUTH MARK 1961.
 LG1141'
 LG1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 LG1141'NORTH OF BENNET.
 LG1141
 LG1141                          STATION RECOVERY (1976)
 LG1141
 LG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG1141'RECOVERED IN GOOD CONDITION.
 LG1141
 LG1141                          STATION RECOVERY (1991)
 LG1141
 LG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1141'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1141'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.0 KM
 LG1141'(0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 109.9 M (360.6 FT) SOUTH
 LG1141'OF A FENCE CORNER, 24.9 M (81.7 FT) SOUTH OF REFERENCE MARK 3, 16.6 M
 LG1141'(54.5 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 15.2 M (49.9
 LG1141'FT) NORTH OF A RIGHT-OF-WAY POST, 2.0 M (6.6 FT) EAST OF A WITNESS
 LG1141'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG1141
 LG1141                          STATION RECOVERY (1999)
 LG1141
 LG1141'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG1141'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT WAS
 LG1141'BURIED 3.75 FEET (1.14 M) BENEATH A FILL FOR AN APPROACH OF AN
 LG1141'OVERPASS BRIDGE AT THE INTERSECTION OF STATE HIGHWAY 43 AND STATE
 LG1141'HIGHWAY 2.  SINCE THE MARK IS NOW RECESSSED TOO DEEP TO BE READILY
 LG1141'ACCESSIBLE, THE POINT WAS HELD FIXED, OPTICALLY, AND THEN A NEW MARK
 LG1141'WAS ESTABLISHED DIRECTLY OVER THE SURFACE MARK SET IN 1976.  THE
 LG1141'STATION NOW CONSISTS OF THE ORIGINAL, 1961 UNDERGROUND MARK, THE 1976
 LG1141'SURFACE MARK, WHICH IS NOW RECESSED 3.75 FEET, (1.14 M) AND THE 1999
 LG1141'SURFACE MARK WHICH IS NEAR THE GROUND SURFACE.  FOR ADDITIONAL
 LG1141'DETAILS, SEE THE DESCRIPTION TO THE 1999 MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9331 ***********************************************************************
 AI9331  DESIGNATION -  BENNET RESET
 AI9331  PID         -  AI9331
 AI9331  STATE/COUNTY-  NE/LANCASTER
 AI9331  COUNTRY     -  US
 AI9331  USGS QUAD   -  BENNET (2017)
 AI9331
 AI9331                         *CURRENT SURVEY CONTROL
 AI9331  ______________________________________________________________________
 AI9331* NAD 83(1986) POSITION- 40 42 37.15   (N) 096 30 24.86   (W)   HD_HELD1
 AI9331* NAVD 88 ORTHO HEIGHT -   421.99  (meters)     1384.5   (feet) RESET
 AI9331  ______________________________________________________________________
 AI9331  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 AI9331  VERT ORDER      -  THIRD
 AI9331
 AI9331.The horizontal coordinates were determined by differentially corrected
 AI9331.hand held GPS observations or other comparable positioning techniques
 AI9331.and have an estimated accuracy of +/- 3 meters.
 AI9331
 AI9331.The orthometric height was computed from unverified reset data.
 AI9331
 AI9331.No vertical observational check was made to the station.
 AI9331
 AI9331.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9331.GEOID18 height accuracy estimate available here.
 AI9331
 AI9331.Click photographs - Photos may exist for this station.
 AI9331
 AI9331;                    North         East    Units  Estimated Accuracy
 AI9331;SPC NE       -   103,331.0     795,022.3     MT  (+/- 3 meters HH1 GPS) 
 AI9331
 AI9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1059809590(NAD 83)
 AI9331
 AI9331                          SUPERSEDED SURVEY CONTROL
 AI9331
 AI9331.No superseded survey control is available for this station.
 AI9331
 AI9331_MARKER: DH = HORIZONTAL CONTROL DISK
 AI9331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9331_STAMPING: BENNET 1961 1999
 AI9331_MARK LOGO: NGS
 AI9331_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9331+STABILITY: SURFACE MOTION
 AI9331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9331+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2016
 AI9331
 AI9331  HISTORY     - Date     Condition        Report By
 AI9331  HISTORY     - 1999     MONUMENTED       NEDR
 AI9331  HISTORY     - 20090407 GOOD             NEDR
 AI9331  HISTORY     - 20161222 GOOD             INDIV
 AI9331
 AI9331                          STATION DESCRIPTION
 AI9331
 AI9331'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TRW)
 AI9331'TO REACH THE MARK FROM THE JUNCTION OF BENNET ROAD AND STATE HIGHWAY
 AI9331'43, IN BENNET, GO NORTH ON THE HIGWAY FOR 1.9 MI (3.1 KM) TO THE MARK
 AI9331'ON THE LEFT, JUST SOUTH OF STATE HIGHWAY 2, ACROSS THE HIGHWAY FROM
 AI9331'THE BENNET TRUCK STOP, ON HIGHWAY RIGHT-OF-WAY AND IN THE NE1/4,
 AI9331'SEC34, T9N, R8E.  IT IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 AI9331'IS FLUSH WITH THE GROUND AND 83.72 M (274.67 FT) SOUTH OF THE
 AI9331'CENTERLINE OF AN OFF RAMP OF HIGHWAY 2, EASTBOUND, 81.3 M (266.7 FT)
 AI9331'NORTH OF THE EXTENDED CENTERLINE OF THE ENTRANCE INTO THE TRUCK STOP,
 AI9331'63.66 M (208.86 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A
 AI9331'TRANSFORMER, 58.48 M (191.86 FT) NORTH-NORTHWEST OF THE TOP OF THE
 AI9331'NORTHWEST BASE OF A LIGHT POLE, 55.92 M (183.46 FT) SOUTH-SOUTHWEST OF
 AI9331'THE TOP OF THE SOUTHWEST BASE OF A LIGHT POLE, 26.96 M (88.45 FT)
 AI9331'SOUTHWEST OF STAMPED HIGHWAY STATION 9619, 18.22 M (59.78 FT) WEST OF
 AI9331'THE CENTER OF A CONCRETE MEDIAN OF THE HIGHWAY, 10.02 M (32.87 FT)
 AI9331'NORTHWEST OF STAMPED HIGHWAY STATION 9620, 9.6 M (31.5 FT) EAST OF THE
 AI9331'EAST EDGE OF A CULTIVATED FIELD AND 0.324 M (1.063 FT) NORTH OF A
 AI9331'WITNESS POST.  A LENGTH OF REBAR AND 2 MAGNETS WERE PLACED INTO THE
 AI9331'MARK.  THIS MARK WAS ESTABLISHED BY OPTICALLY CENTERING OVER THE 1976
 AI9331'SURFACE MARK WHICH IS RECESSED 1.14 M (3.74 FT) BELOW THE GROUND
 AI9331'SURFACE.  THE 1961 UNDERGROUND MARK IS BELOW THAT MARK.
 AI9331
 AI9331                          STATION RECOVERY (2009)
 AI9331
 AI9331'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JA)
 AI9331'RECOVERED IN GOOD CONDITION.
 AI9331
 AI9331                          STATION RECOVERY (2016)
 AI9331
 AI9331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DLK)
 AI9331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1331 ***********************************************************************
 LG1331  DESIGNATION -  BENNET RM 2
 LG1331  PID         -  LG1331
 LG1331  STATE/COUNTY-  NE/LANCASTER
 LG1331  COUNTRY     -  US
 LG1331  USGS QUAD   -  BENNET (2017)
 LG1331
 LG1331                         *CURRENT SURVEY CONTROL
 LG1331  ______________________________________________________________________
 LG1331* NAD 83(1986) POSITION- 40 42 37.68   (N) 096 30 23.39   (W)   HD_HELD1
 LG1331* NAVD 88 ORTHO HEIGHT -   421.284 (meters)     1382.16  (feet) ADJUSTED
 LG1331  ______________________________________________________________________
 LG1331  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 LG1331  DYNAMIC HEIGHT  -        421.101 (meters)     1381.56  (feet) COMP
 LG1331  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 LG1331
 LG1331  VERT ORDER      -  FIRST     CLASS II
 LG1331
 LG1331.The horizontal coordinates were determined by differentially corrected
 LG1331.hand held GPS observations or other comparable positioning techniques
 LG1331.and have an estimated accuracy of +/- 3 meters.
 LG1331
 LG1331.The orthometric height was determined by differential leveling and
 LG1331.adjusted by the NATIONAL GEODETIC SURVEY
 LG1331.in May 1993.
 LG1331
 LG1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1331.GEOID18 height accuracy estimate available here.
 LG1331
 LG1331.Click photographs - Photos may exist for this station.
 LG1331
 LG1331.The dynamic height is computed by dividing the NAVD 88
 LG1331.geopotential number by the normal gravity value computed on the
 LG1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1331.degrees latitude (g = 980.6199 gals.).
 LG1331
 LG1331.The modeled gravity was interpolated from observed gravity values.
 LG1331
 LG1331;                    North         East    Units  Estimated Accuracy
 LG1331;SPC NE       -   103,348.7     795,056.1     MT  (+/- 3 meters HH1 GPS) 
 LG1331
 LG1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1063209607(NAD 83)
 LG1331
 LG1331                          SUPERSEDED SURVEY CONTROL
 LG1331
 LG1331.No superseded survey control is available for this station.
 LG1331
 LG1331_MARKER: DR = REFERENCE MARK DISK
 LG1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1331_STAMPING: BENNET NO 2 1961
 LG1331_MARK LOGO: CGS
 LG1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1331+STABILITY: SURFACE MOTION
 LG1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1331+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2009
 LG1331
 LG1331  HISTORY     - Date     Condition        Report By
 LG1331  HISTORY     - 1961     MONUMENTED       CGS
 LG1331  HISTORY     - 19911023 GOOD             NGS
 LG1331  HISTORY     - 20090407 GOOD             NEDR
 LG1331
 LG1331                          STATION DESCRIPTION
 LG1331
 LG1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1331'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1331'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.0 KM
 LG1331'(0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 65.0 M (213.3 FT) NORTH
 LG1331'OF THE CENTER OF THE ENTRANCE TO THE BENNET CORNER SHOP, 38.0 M
 LG1331'(124.7 FT) NORTHEAST OF TRIANGULATION STATION BENNET RESET, 37.3
 LG1331'SOUTH OF REFERENCE MARK 3, 17.7 M (58.1 FT) EAST OF THE HIGHWAY
 LG1331'CENTERLINE, 1.4 M (4.6 FT) SOUTH OF A UNDERGROUND CABLE JUNCTION BOX,
 LG1331'1.0 M (3.3 FT) NORTH OF A RIGHT-OF-WAY POST, 0.6 M (2.0 FT) ABOVE THE
 LG1331'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 LG1331'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LG1331
 LG1331                          STATION RECOVERY (2009)
 LG1331
 LG1331'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JA)
 LG1331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1330 ***********************************************************************
 LG1330  DESIGNATION -  BENNET RM 3
 LG1330  PID         -  LG1330
 LG1330  STATE/COUNTY-  NE/LANCASTER
 LG1330  COUNTRY     -  US
 LG1330  USGS QUAD   -  BENNET (2017)
 LG1330
 LG1330                         *CURRENT SURVEY CONTROL
 LG1330  ______________________________________________________________________
 LG1330* NAD 83(1986) POSITION- 40 42 37.96   (N) 096 30 24.94   (W)   HD_HELD1
 LG1330* NAVD 88 ORTHO HEIGHT -   420.931 (meters)     1381.00  (feet) ADJUSTED
 LG1330  ______________________________________________________________________
 LG1330  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 LG1330  DYNAMIC HEIGHT  -        420.748 (meters)     1380.40  (feet) COMP
 LG1330  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 LG1330
 LG1330  VERT ORDER      -  FIRST     CLASS II
 LG1330
 LG1330.The horizontal coordinates were determined by differentially corrected
 LG1330.hand held GPS observations or other comparable positioning techniques
 LG1330.and have an estimated accuracy of +/- 3 meters.
 LG1330
 LG1330.The orthometric height was determined by differential leveling and
 LG1330.adjusted by the NATIONAL GEODETIC SURVEY
 LG1330.in May 1993.
 LG1330
 LG1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1330.GEOID18 height accuracy estimate available here.
 LG1330
 LG1330.Click photographs - Photos may exist for this station.
 LG1330
 LG1330.The dynamic height is computed by dividing the NAVD 88
 LG1330.geopotential number by the normal gravity value computed on the
 LG1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1330.degrees latitude (g = 980.6199 gals.).
 LG1330
 LG1330.The modeled gravity was interpolated from observed gravity values.
 LG1330
 LG1330;                    North         East    Units  Estimated Accuracy
 LG1330;SPC NE       -   103,355.9     795,019.4     MT  (+/- 3 meters HH1 GPS) 
 LG1330
 LG1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1059509614(NAD 83)
 LG1330
 LG1330                          SUPERSEDED SURVEY CONTROL
 LG1330
 LG1330.No superseded survey control is available for this station.
 LG1330
 LG1330_MARKER: DR = REFERENCE MARK DISK
 LG1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1330_STAMPING: BENNET 1961 NO 3 1976
 LG1330_MARK LOGO: NGS
 LG1330_PROJECTION: RECESSED 10 CENTIMETERS
 LG1330_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1330+STABILITY: SURFACE MOTION
 LG1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1330+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1330
 LG1330  HISTORY     - Date     Condition        Report By
 LG1330  HISTORY     - 1976     MONUMENTED       NGS
 LG1330  HISTORY     - 19911023 GOOD             NGS
 LG1330  HISTORY     - 19991014 SEE DESCRIPTION  NEDR
 LG1330
 LG1330                          STATION DESCRIPTION
 LG1330
 LG1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1330'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1330'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.0 KM
 LG1330'(0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 85.0 M (278.9 FT) SOUTH
 LG1330'OF A FENCE CORNER, 24.9 M (81.7 FT) NORTH OF TRIANGULATION STATION
 LG1330'BENNET RESET, 18.5 M (60.7 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M
 LG1330'(3.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 LG1330'THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A FENCE, AND THE MONUMENT IS
 LG1330'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 LG1330
 LG1330                          STATION RECOVERY (1999)
 LG1330
 LG1330'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG1330'THE SITE WAS VISITED AND THE MARK IS BELIEVED TO STILL BE IN PLACE,
 LG1330'HOWEVER, IT IS UNDER APPROXIMATELY 4 FEET (1.2 M) OF FILL OF THE
 LG1330'APPROACH OF AN OVERPASS BRIDGE AT THE JUNCTION OF STATE HIGHWAYS 43
 LG1330'AND 2, ABOUT 1.9 MI (3.1 KM) NORTH OF BENNET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0680 ***********************************************************************
 MJ0680  DESIGNATION -  BENSON
 MJ0680  PID         -  MJ0680
 MJ0680  STATE/COUNTY-  NE/DOUGLAS
 MJ0680  COUNTRY     -  US
 MJ0680  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0680
 MJ0680                         *CURRENT SURVEY CONTROL
 MJ0680  ______________________________________________________________________
 MJ0680* NAD 83(1995) POSITION- 41 17 04.92740(N) 095 59 43.08623(W)   ADJUSTED
 MJ0680* NAVD 88 ORTHO HEIGHT -   387.208 (meters)     1270.36  (feet) ADJUSTED
 MJ0680  ______________________________________________________________________
 MJ0680  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 MJ0680  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MJ0680  DYNAMIC HEIGHT  -        387.042 (meters)     1269.82  (feet) COMP
 MJ0680  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 MJ0680
 MJ0680  HORZ ORDER      -  FIRST
 MJ0680  VERT ORDER      -  FIRST     CLASS II
 MJ0680
 MJ0680.The horizontal coordinates were established by classical geodetic methods
 MJ0680.and adjusted by the National Geodetic Survey in August 1997.
 MJ0680
 MJ0680.The orthometric height was determined by differential leveling and
 MJ0680.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0680.in June 1991.
 MJ0680
 MJ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0680.GEOID18 height accuracy estimate available here.
 MJ0680
 MJ0680.Click photographs - Photos may exist for this station.
 MJ0680
 MJ0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ0680
 MJ0680.The dynamic height is computed by dividing the NAVD 88
 MJ0680.geopotential number by the normal gravity value computed on the
 MJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0680.degrees latitude (g = 980.6199 gals.).
 MJ0680
 MJ0680.The modeled gravity was interpolated from observed gravity values.
 MJ0680
 MJ0680. The following values were computed from the NAD 83(1995) position.
 MJ0680
 MJ0680;                    North         East     Units Scale Factor Converg.
 MJ0680;SPC NE       -   168,904.511   835,250.078   MT  0.99966601   +2 39 14.0
 MJ0680;SPC NE       -   554,147.55  2,740,316.30   sFT  0.99966601   +2 39 14.0
 MJ0680;UTM  15      - 4,574,690.654   249,162.636   MT  1.00037442   -1 58 38.4
 MJ0680;UTM  14      - 4,574,717.868   751,624.358   MT  1.00037929   +1 59 00.7
 MJ0680
 MJ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0680!SPC NE       -   0.99994360  x   0.99966601  =   0.99960962
 MJ0680!UTM  15      -   0.99994360  x   1.00037442  =   1.00031799
 MJ0680!UTM  14      -   0.99994360  x   1.00037929  =   1.00032286
 MJ0680
 MJ0680:                Primary Azimuth Mark                     Grid Az
 MJ0680:SPC NE       -  BENSON 2 AZ MK                           019 24 41.7
 MJ0680:UTM  15      -  BENSON 2 AZ MK                           024 02 34.1
 MJ0680:UTM  14      -  BENSON 2 AZ MK                           020 04 55.0
 MJ0680
 MJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4916274690(NAD 83)
 MJ0680
 MJ0680|---------------------------------------------------------------------|
 MJ0680| PID    Reference Object                     Distance      Geod. Az  |
 MJ0680|                                                           dddmmss.s |
 MJ0680| MJ0681 BENSON RM 1                          15.737 METERS 00801     |
 MJ0680| CL6866 BENSON 2 AZ MK                                     0220355.7 |
 MJ0680| MJ1268 OMAHA BENSON HS CEN OF STK          202.443 METERS 05007     |
 MJ0680| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX. 1.5 KM 0805104.3 |
 MJ0680| MJ0682 BENSON RM 2                          14.468 METERS 08913     |
 MJ0680| MJ1231 COUNCIL BLUFF OMAHA ELEV C STK      APPROX.10.9 KM 1151310.0 |
 MJ0680| MJ1273 CREIGHTON UNIV C OF STK             APPROX. 4.4 KM 1165202.1 |
 MJ0680| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 7.2 KM 1482126.3 |
 MJ0680| MJ1226 OMAHA DOUGLAS CO HOSP C OF STK      APPROX. 4.7 KM 1554639.8 |
 MJ0680| MJ1236 S OMAHA UN STOCK YDS TALL STK       APPROX. 9.4 KM 1582652.1 |
 MJ0680| MK1987 RALSTON MUNICIPAL STANDPIPE         APPROX. 9.6 KM 2031152.3 |
 MJ0680|---------------------------------------------------------------------|
 MJ0680
 MJ0680                          SUPERSEDED SURVEY CONTROL
 MJ0680
 MJ0680  NAD 83(1986)-  41 17 04.93542(N)    095 59 43.08643(W) AD(       ) 1
 MJ0680  NAD 27      -  41 17 04.94100(N)    095 59 42.03000(W) AD(       ) 1
 MJ0680  NGVD 29 (??/??/92)  387.082  (m)         1269.95   (f) ADJ UNCH    1 2
 MJ0680  NGVD 29             386.99   (m)         1269.6    (f) LEVELING    3  
 MJ0680
 MJ0680.Superseded values are not recommended for survey control.
 MJ0680
 MJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0680.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0680
 MJ0680_MARKER: DS = TRIANGULATION STATION DISK
 MJ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0680_STAMPING: BENSON 1934
 MJ0680_MARK LOGO: CGS
 MJ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0680+STABILITY: SURFACE MOTION
 MJ0680
 MJ0680  HISTORY     - Date     Condition        Report By
 MJ0680  HISTORY     - 1934     MONUMENTED       CGS
 MJ0680  HISTORY     - 1939     GOOD             CGS
 MJ0680  HISTORY     - 1947     GOOD             CGS
 MJ0680  HISTORY     - 1947     GOOD             CGS
 MJ0680  HISTORY     - 1950     GOOD             CGS
 MJ0680  HISTORY     - 1953     GOOD             CGS
 MJ0680
 MJ0680                          STATION DESCRIPTION
 MJ0680
 MJ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0680'STATION IS LOCATED IN THE BENSON SUBURB OF OMAHA, NEBR., ABOUT
 MJ0680'4 MILES WEST AND NORTH OF DOWNTOWN OMAHA, ON A TRIANGULAR
 MJ0680'TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF MILITARY
 MJ0680'AVENUE, FIFTY-SECOND STREET AND MAPLE AVENUE, IS FLUSH WITH
 MJ0680'GROUND, 23.7 FEET NORTHEAST OF CURB OF MILITARY AVENUE, 62.4
 MJ0680'FEET SOUTH OF CURB OF MAPLE AVENUE, 49.4 FEET WEST OF CURB OF
 MJ0680'FIFTY-SECOND STREET, ABOUT 100 YARDS SOUTHWEST OF BENSON HIGH
 MJ0680'SCHOOL AND ACROSS STREET FROM KRUG PARK.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 1 IS 15.730 METERS (51.61 FEET)
 MJ0680'NORTH OF STATION, 8.5 FEET SOUTH OF SOUTH CURB OF MAPLE AVENUE,
 MJ0680'AND IS FLUSH WITH GROUND.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 2 IS 14.460 METERS (47.44 FEET)
 MJ0680'EAST OF STATION, 2 FEET WEST OF WEST CURB OF FIFTY-SECOND STREET
 MJ0680'AND IS FLUSH WITH GROUND.
 MJ0680'
 MJ0680'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF STATION
 MJ0680'AT NORTH END OF FOOTBALL FIELD OF BENSON HIGH SCHOOL.  MARK
 MJ0680'PROJECTS ABOUT 3 INCHES ABOVE GROUND AND IS SET ABOUT 5 PACES
 MJ0680'EAST OF EAST POST OF NORTH GOAL POSTS OF FOOTBALL FIELD.
 MJ0680'
 MJ0680'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MJ0680
 MJ0680                          STATION RECOVERY (1939)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RAE)
 MJ0680'STATION IS LOCATED IN THE BENSON SUBURB OF OMAHA, NEBR., AT THE
 MJ0680'INTERSECTION OF MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE
 MJ0680'AVENUE, ON A TRIANGULAR TREE-DOTTED PLOT OF GROUND.
 MJ0680'
 MJ0680'MARK IS SET FLUSH WITH THE GROUND, 23.7 FEET NORTHEAST OF CURB
 MJ0680'OF MILITARY AVENUE, 62.4 FEET SOUTH OF CURB OF MAPLE AVENUE
 MJ0680'AND 49.4 FEET WEST OF THE CURB OF FIFTY-SECOND STREET.  IT LIES
 MJ0680'100 YARDS SOUTHWEST OF BENSON HIGH SCHOOL AND ACROSS THE STREET
 MJ0680'FROM KRUG PARK.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 1 WHICH IS FLUSH WITH THE GROUND, LIES 15.730
 MJ0680'METERS NORTH OF THE STATION AND 2 FEET WEST OF THE CURB OF
 MJ0680'FIFTY-SECOND STREET.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 2 WHICH IS FLUSH WITH THE GROUND, IS 14.460
 MJ0680'METERS EAST OF THE STATION AND 2 FEET WEST AND 2 INCHES BELOW
 MJ0680'THE WEST CURB OF FIFTY-SECOND STREET.
 MJ0680'
 MJ0680'THE AZIMUTH MARK WHICH LIES IN THE NORTHEAST QUARTER OF THE
 MJ0680'BENSON HIGH SCHOOL ATHLETIC FIELD, IS ABOUT 0.2 MILE NORTHEAST
 MJ0680'OF THE STATION.  IT IS 200.5 FEET SOUTH OF THE SOUTHEAST CORNER
 MJ0680'OF THE MONROE JUNIOR HIGH SCHOOL, 190.2 FEET WEST-SOUTHWEST OF
 MJ0680'THE NORTHWEST CORNER OF THE RED BRICK WALL OF THE BENSON HIGH
 MJ0680'SCHOOL STADIUM AND 342.3 FEET EAST OF THE EAST EDGE OF THE CURB
 MJ0680'OF FIFTY-SECOND STREET.  THIS MARK WILL BE COVERED BY A MANHOLE
 MJ0680'PLATE SHOULD THIS PART OF THE ATHLETIC FIELD BE REGRADED.
 MJ0680'
 MJ0680'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MJ0680'TABLETS SET IN CONCRETE.
 MJ0680'
 MJ0680'ALL MARKS WERE IN EXCELLENT SHAPE WHEN RECOVERED.
 MJ0680
 MJ0680                          STATION RECOVERY (1947)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0680'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MJ0680'BE IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS WERE
 MJ0680'CHECKED AND FOUND TO BE IN ERROR.  A COMPLETE NEW DESCRIPTION
 MJ0680'FOLLOWS.
 MJ0680'
 MJ0680'STATION IS LOCATED IN THE BENSON SUBURB OF OMAHA ABOUT 4 MILES
 MJ0680'NORTHWEST OF DOWNTOWN OMAHA ON A TRIANGULAR TREE DOTTED PLOT
 MJ0680'OF GROUND AT THE INTERSECTION OF MILITARY AVENUE.  FIFTY-SECOND
 MJ0680'STREET AND MAPLE AVENUE AND SOUTHWEST ACROSS STREET FROM BENSON
 MJ0680'HIGH SCHOOL.  STATION IS 62 FEET SOUTH OF CURB OF MAPLE AVENUE,
 MJ0680'49 FEET WEST OF CURB OF FIFTY-SECOND STREET AND 24 FEET
 MJ0680'NORTHEAST OF CURB OF MILITARY AVENUE.  THE MARK IS FLUSH WITH
 MJ0680'THE GROUND AND THE DISK IS STAMPED BENSON 1934.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 1 IS 51.63 FEET NORTH OF STATION AND 8.5
 MJ0680'FEET SOUTH OF CURB OF MAPLE AVENUE.  THE MARK IS FLUSH WITH THE
 MJ0680'GROUND AND THE DISK IS STAMPED BENSON NO 1 1934.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 2 IS 47.44 FEET EAST OF STATION, 4 FEET SOUTH
 MJ0680'OF POWER POLE AND 2 FEET WEST OF CURB OF FIFTY-SECOND STREET.  THE
 MJ0680'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BENSON
 MJ0680'NO 2 1934.
 MJ0680'
 MJ0680'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF STATION, 200
 MJ0680'FEET SOUTH OF SOUTH EAST CORNER OF MONROE JUNIOR HIGH SCHOOL AND
 MJ0680'190 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF BRICK WALL
 MJ0680'OF THE BENSON HIGH SCHOOL STADIUM.  THE DISK IS SET IN CONCRETE
 MJ0680'AT THE BOTTOM OF AN 8 INCH TILE ABOUT 8 INCHES BELOW THE GROUND
 MJ0680'AND THE DISK IS STAMPED BENSON 1934.
 MJ0680'
 MJ0680'TO REACH AZIMUTH FROM STATION GO NORTH ON FIFTY-SECOND STREET
 MJ0680'FOR 0.2 MILE TO AZIMUTH ON RIGHT OR EAST SIDE OF STREET ON
 MJ0680'SCHOOL PLAYGROUND AS DESCRIBED.
 MJ0680'
 MJ0680'1934 OBSERVATIONS TAKEN FROM A 77 FOOT TOWER.
 MJ0680'
 MJ0680'1947 OBSERVATION TAKEN FROM A 77 FOOT TOWER.
 MJ0680'
 MJ0680'A 113 FOOT LIGHT AT OMAHA LONG 1882 REMARK 1945 IS VISIBLE AT
 MJ0680'70 FEET.
 MJ0680'
 MJ0680'A 100 FOOT LIGHT AT HANSCOM 1934 IS VISIBLE AT 70 FEET.
 MJ0680'
 MJ0680'A 87 FOOT LIGHT AT CAMENZIND 1934 IS VISIBLE AT 70 FEET.
 MJ0680'
 MJ0680'A 87 FOOT LIGHT AT ELMWOOD IS VISIBLE AT 65 FEET.
 MJ0680'
 MJ0680'A 87 FOOT LIGHT AT ELKHORN S. BASE IS VISIBLE AT 65 FEET.
 MJ0680'
 MJ0680'A 100 FOOT LIGHT AT ELKHORN N. BASE IS VISIBLE AT 70 FEET.
 MJ0680
 MJ0680                          STATION RECOVERY (1947)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0680'AT OMAHA.
 MJ0680'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, ON A
 MJ0680'TRIANGULAR TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF
 MJ0680'MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE AVENUE, ABOUT 100
 MJ0680'YARDS SOUTHWEST OF THE BENSON HIGH SCHOOL, 60 FEET SOUTH OF THE
 MJ0680'SOUTH CURB OF MAPLE STREET, 50 FEET WEST OF THE WEST CURB OF
 MJ0680'FIFTY-SECOND STREET, AND 24 FEET NORTHEAST OF THE NORTHEAST
 MJ0680'CURB OF MILITARY AVENUE.  A BRONZE DISK SET IN THE TOP OF A
 MJ0680'CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0680
 MJ0680                          STATION RECOVERY (1950)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ0680'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MJ0680'CONDITION.  THE 1934 DESCRIPTION BY C.I.A. IS ADEQUATE, EXCEPT
 MJ0680'THAT A FILL HAS BEEN MADE ON THE ATHLETIC FIELD AND THE AZIMUTH
 MJ0680'MARK IS NOW COVERED BY A MAN HOLE PLATE.  IT IS 190 FEET
 MJ0680'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A RED BRICK WALL AND
 MJ0680'200 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MONROE JUNIOR
 MJ0680'HIGH SCHOOL.
 MJ0680'
 MJ0680'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY IN 1950.
 MJ0680
 MJ0680                          STATION RECOVERY (1953)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 MJ0680'THE STATION MARKS, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 MJ0680'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK AND
 MJ0680'REFERENCE MARK 2 WERE REMOVED AS REQUESTED BY THE NEBRASKA ROADS
 MJ0680'AND IRRIGATION COMMISSION.  THE UNDERGROUND STATION MARK WAS LEFT
 MJ0680'BUT WILL BE UNDER A PROPOSED HIGHWAY IN THE NEAR FUTURE.  A
 MJ0680'NEW STATION BENSON 2 1953 WAS ESTABLISHED.  BENSON RM 1 1934
 MJ0680'WAS RESTAMPED BENSON 2 NO 4 1953 AND THE AZIMUTH MARK
 MJ0680'BENSON 1934 WAS RESTAMPED BENSON 2 1953.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1284 ***********************************************************************
 MJ1284  DESIGNATION -  BENSON 2
 MJ1284  PID         -  MJ1284
 MJ1284  STATE/COUNTY-  NE/DOUGLAS
 MJ1284  COUNTRY     -  US
 MJ1284  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1284
 MJ1284                         *CURRENT SURVEY CONTROL
 MJ1284  ______________________________________________________________________
 MJ1284* NAD 83(1995) POSITION- 41 17 05.34714(N) 095 59 42.86068(W)   NO CHECK
 MJ1284* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 MJ1284  ______________________________________________________________________
 MJ1284  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 MJ1284  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MJ1284  HORZ ORDER      -  SECOND
 MJ1284
 MJ1284.The horizontal coordinates were established by classical geodetic methods
 MJ1284.and adjusted by the National Geodetic Survey in August 1997.
 MJ1284
 MJ1284.No horizontal observational check was made to the station.
 MJ1284
 MJ1284.The orthometric height was scaled from a topographic map.
 MJ1284
 MJ1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1284.GEOID18 height accuracy estimate available here.
 MJ1284
 MJ1284.Click photographs - Photos may exist for this station.
 MJ1284
 MJ1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1284
 MJ1284. The following values were computed from the NAD 83(1995) position.
 MJ1284
 MJ1284;                    North         East     Units Scale Factor Converg.
 MJ1284;SPC NE       -   168,917.684   835,254.719   MT  0.99966600   +2 39 14.2
 MJ1284;SPC NE       -   554,190.77  2,740,331.52   sFT  0.99966600   +2 39 14.2
 MJ1284;UTM  15      - 4,574,703.419   249,168.330   MT  1.00037438   -1 58 38.3
 MJ1284;UTM  14      - 4,574,730.996   751,629.157   MT  1.00037932   +1 59 00.9
 MJ1284
 MJ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1284!SPC NE       -   0.99994361  x   0.99966600  =   0.99960963
 MJ1284!UTM  15      -   0.99994361  x   1.00037438  =   1.00031797
 MJ1284!UTM  14      -   0.99994361  x   1.00037932  =   1.00032291
 MJ1284
 MJ1284:                Primary Azimuth Mark                     Grid Az
 MJ1284:SPC NE       -  BENSON 2 AZ MK                           019 25 05.2
 MJ1284:UTM  15      -  BENSON 2 AZ MK                           024 02 57.7
 MJ1284:UTM  14      -  BENSON 2 AZ MK                           020 05 18.5
 MJ1284
 MJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4916874703(NAD 83)
 MJ1284
 MJ1284|---------------------------------------------------------------------|
 MJ1284| PID    Reference Object                     Distance      Geod. Az  |
 MJ1284|                                                           dddmmss.s |
 MJ1284| CL6866 BENSON 2 AZ MK                                     0220419.4 |
 MJ1284| CL6867 BENSON 2 RM 3                        43.305 METERS 02814     |
 MJ1284| MJ0680 BENSON                               13.972 METERS 20204     |
 MJ1284| CL6868 BENSON 2 RM 4                         4.041 METERS 31055     |
 MJ1284|---------------------------------------------------------------------|
 MJ1284
 MJ1284                          SUPERSEDED SURVEY CONTROL
 MJ1284
 MJ1284  NAD 83(1986)-  41 17 05.35516(N)    095 59 42.86089(W) AD(       ) 2
 MJ1284  NAD 27      -  41 17 05.36100(N)    095 59 41.80400(W) AD(       ) 2
 MJ1284
 MJ1284.Superseded values are not recommended for survey control.
 MJ1284
 MJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1284.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1284
 MJ1284_MARKER: DS = TRIANGULATION STATION DISK
 MJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1284_STAMPING: BENSON 2 1953
 MJ1284_MARK LOGO: CGS
 MJ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1284+STABILITY: SURFACE MOTION
 MJ1284
 MJ1284  HISTORY     - Date     Condition        Report By
 MJ1284  HISTORY     - 1953     MONUMENTED       CGS
 MJ1284
 MJ1284                          STATION DESCRIPTION
 MJ1284
 MJ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 MJ1284'THE STATION IS ABOUT 4.0 MILES NORTHWEST OF DOWNTOWN OMAHA IN
 MJ1284'THE BENSON SUBURB, IN A NEW TRIANGULAR PLOT OF GROUND FORMED BY
 MJ1284'THE INTERSECTION OF MILITARY AVENUE, FIFTY-SECOND STREET, AND
 MJ1284'MAPLE AVENUE, 95 FEET SOUTHWEST OF THE INTERSECTION OF MAPLE
 MJ1284'AVENUE AND FIFTY-SECOND STREET.  THE STATION MARK IS SET FLUSH
 MJ1284'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BENSON
 MJ1284'2 1953.
 MJ1284'
 MJ1284'REFERENCE MARK 4 IS IN THE SAME TRIANGULAR PLOT OF GROUND AS THE
 MJ1284'STATION WITH THE ARROW POINTING TO THE OLD STATION.  THE MARK
 MJ1284'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MJ1284'STAMPED BENSON 2 NO 4 1953.
 MJ1284'
 MJ1284'REFERENCE MARK 3 IS 52 FEET NORTH OF THE CENTER OF MAPLE AVENUE,
 MJ1284'18 FEET EAST OF THE CENTER OF FIFTY-SECOND STREET, AND 3 FEET
 MJ1284'NORTH OF A TELEPHONE OLE.  THE MARK IS SET FLUSH WITH THE SURFACE
 MJ1284'OF THE GROUND AND THE DISK IS STAMPED BENSON 2 NO 3 1953.
 MJ1284'
 MJ1284'THE AZIMUTH MARK IS 200 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MJ1284'MONROE JUNIOR HIGH SCHOOL AND 190 FEET WEST SOUTHWEST OF THE
 MJ1284'NORTHWEST CORNER OF A BRICK WALL OF THE BENSON HIGH SCHOOL
 MJ1284'STADIUM.  THE MARK IS 8 INCHES UNDER THE SURFACE OF THE GROUND
 MJ1284'AND THE DISK IS STAMPED BENSON 2 1953.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0683 ***********************************************************************
 MJ0683  DESIGNATION -  BENSON AZ MK
 MJ0683  PID         -  MJ0683
 MJ0683  STATE/COUNTY-  NE/DOUGLAS
 MJ0683  COUNTRY     -  US
 MJ0683  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0683
 MJ0683                         *CURRENT SURVEY CONTROL
 MJ0683  ______________________________________________________________________
 MJ0683* NAD 83(1986) POSITION- 41 17 15.     (N) 095 59 39.     (W)   SCALED
 MJ0683* NAVD 88 ORTHO HEIGHT -   386.844 (meters)     1269.17  (feet) ADJUSTED
 MJ0683  ______________________________________________________________________
 MJ0683  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 MJ0683  DYNAMIC HEIGHT  -        386.678 (meters)     1268.63  (feet) COMP
 MJ0683  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 MJ0683
 MJ0683  VERT ORDER      -  FIRST     CLASS II
 MJ0683
 MJ0683.The horizontal coordinates were scaled from a map and have
 MJ0683.an estimated accuracy of +/- 6 seconds.
 MJ0683
 MJ0683.The orthometric height was determined by differential leveling and
 MJ0683.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0683.in June 1991.
 MJ0683
 MJ0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0683.GEOID18 height accuracy estimate available here.
 MJ0683
 MJ0683.Click photographs - Photos may exist for this station.
 MJ0683
 MJ0683.The dynamic height is computed by dividing the NAVD 88
 MJ0683.geopotential number by the normal gravity value computed on the
 MJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0683.degrees latitude (g = 980.6199 gals.).
 MJ0683
 MJ0683.The modeled gravity was interpolated from observed gravity values.
 MJ0683
 MJ0683;                    North         East    Units  Estimated Accuracy
 MJ0683;SPC NE       -   169,220.      835,330.      MT  (+/- 180 meters Scaled)
 MJ0683
 MJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF492749(NAD 83)
 MJ0683
 MJ0683                          SUPERSEDED SURVEY CONTROL
 MJ0683
 MJ0683.No superseded survey control is available for this station.
 MJ0683
 MJ0683_MARKER: DZ = AZIMUTH MARK DISK
 MJ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0683_STAMPING: BENSON 1934
 MJ0683_MARK LOGO: CGS
 MJ0683_PROJECTION: RECESSED 30 CENTIMETERS
 MJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0683+STABILITY: SURFACE MOTION
 MJ0683
 MJ0683  HISTORY     - Date     Condition        Report By
 MJ0683  HISTORY     - 1934     MONUMENTED       CGS
 MJ0683  HISTORY     - 1947     GOOD             CGS
 MJ0683
 MJ0683                          STATION DESCRIPTION
 MJ0683
 MJ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0683'AT OMAHA.
 MJ0683'IN THE BENSON SUBURB OF OMAHA, ABOUT 0.2 MILE NORTHEAST OF THE
 MJ0683'INTERSECTION OF MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE
 MJ0683'AVENUE, IN THE NORTHEAST SECTION OF THE BENSON HIGH SCHOOL
 MJ0683'ATHLETIC FIELD, 342 FEET EAST OF THE EAST CURB OF FIFTY-SECOND
 MJ0683'STREET, 200.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MONROE
 MJ0683'JUNIOR HIGH SCHOOL, 191 FEET SOUTHWEST OF THE NORTH END OF A
 MJ0683'BRICK WALL OF THE BENSON HIGH SCHOOL STADIUM, SET IN THE TOP OF A
 MJ0683'CONCRETE POST WHICH IS 1 FOOT BELOW THE SURFACE OF THE GROUND
 MJ0683'AND COVERED BY A MANHOLE PLATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0681 ***********************************************************************
 MJ0681  DESIGNATION -  BENSON RM 1
 MJ0681  PID         -  MJ0681
 MJ0681  STATE/COUNTY-  NE/DOUGLAS
 MJ0681  COUNTRY     -  US
 MJ0681  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0681
 MJ0681                         *CURRENT SURVEY CONTROL
 MJ0681  ______________________________________________________________________
 MJ0681* NAD 83(1986) POSITION- 41 17 05.43   (N) 095 59 42.99   (W)   HD_HELD1
 MJ0681* NAVD 88 ORTHO HEIGHT -   387.106 (meters)     1270.03  (feet) ADJUSTED
 MJ0681  ______________________________________________________________________
 MJ0681  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 MJ0681  DYNAMIC HEIGHT  -        386.941 (meters)     1269.49  (feet) COMP
 MJ0681  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 MJ0681
 MJ0681  VERT ORDER      -  FIRST     CLASS II
 MJ0681
 MJ0681.The horizontal coordinates were determined by differentially corrected
 MJ0681.hand held GPS observations or other comparable positioning techniques
 MJ0681.and have an estimated accuracy of +/- 3 meters.
 MJ0681
 MJ0681.The orthometric height was determined by differential leveling and
 MJ0681.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0681.in June 1991.
 MJ0681
 MJ0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0681.GEOID18 height accuracy estimate available here.
 MJ0681
 MJ0681.Click photographs - Photos may exist for this station.
 MJ0681
 MJ0681.The dynamic height is computed by dividing the NAVD 88
 MJ0681.geopotential number by the normal gravity value computed on the
 MJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0681.degrees latitude (g = 980.6199 gals.).
 MJ0681
 MJ0681.The modeled gravity was interpolated from observed gravity values.
 MJ0681
 MJ0681;                    North         East    Units  Estimated Accuracy
 MJ0681;SPC NE       -   168,920.1     835,251.6     MT  (+/- 3 meters HH1 GPS) 
 MJ0681
 MJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4916574706(NAD 83)
 MJ0681
 MJ0681                          SUPERSEDED SURVEY CONTROL
 MJ0681
 MJ0681  NGVD 29 (??/??/92)  386.980  (m)         1269.62   (f) ADJ UNCH    1 2
 MJ0681
 MJ0681.Superseded values are not recommended for survey control.
 MJ0681
 MJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0681.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0681
 MJ0681_MARKER: DR = REFERENCE MARK DISK
 MJ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0681_STAMPING: BENSON NO 1 1934
 MJ0681_MARK LOGO: CGS
 MJ0681_PROJECTION: FLUSH
 MJ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0681+STABILITY: SURFACE MOTION
 MJ0681
 MJ0681  HISTORY     - Date     Condition        Report By
 MJ0681  HISTORY     - 1934     MONUMENTED       CGS
 MJ0681  HISTORY     - 1947     GOOD             CGS
 MJ0681
 MJ0681                          STATION DESCRIPTION
 MJ0681
 MJ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0681'AT OMAHA.
 MJ0681'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, ON A
 MJ0681'TRIANGULAR TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF
 MJ0681'MILITARY AVENUE, FIFTH-SECOND STREET AND MAPLE AVENUE, ABOUT
 MJ0681'100 YARDS SOUTHWEST OF THE BENSON HIGH SCHOOL, 67 FEET NORTHEAST
 MJ0681'OF THE NORTHEAST CURB OF MILITARY AVENUE, 52 FEET NORTH OF THE
 MJ0681'STATION MARK, 25 FEET WEST OF A STREET MARKER POST, AND 8.5 FEET
 MJ0681'SOUTH OF THE SOUTH CURB OF MAPLE AVENUE.  A BRONZE DISK SET IN
 MJ0681'THE TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE
 MJ0681'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0682 ***********************************************************************
 MJ0682  DESIGNATION -  BENSON RM 2
 MJ0682  PID         -  MJ0682
 MJ0682  STATE/COUNTY-  NE/DOUGLAS
 MJ0682  COUNTRY     -  US
 MJ0682  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0682
 MJ0682                         *CURRENT SURVEY CONTROL
 MJ0682  ______________________________________________________________________
 MJ0682* NAD 83(1986) POSITION- 41 17 04.93   (N) 095 59 42.46   (W)   HD_HELD1
 MJ0682* NAVD 88 ORTHO HEIGHT -   387.270 (meters)     1270.57  (feet) ADJUSTED
 MJ0682  ______________________________________________________________________
 MJ0682  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 MJ0682  DYNAMIC HEIGHT  -        387.104 (meters)     1270.02  (feet) COMP
 MJ0682  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 MJ0682
 MJ0682  VERT ORDER      -  FIRST     CLASS II
 MJ0682
 MJ0682.The horizontal coordinates were determined by differentially corrected
 MJ0682.hand held GPS observations or other comparable positioning techniques
 MJ0682.and have an estimated accuracy of +/- 3 meters.
 MJ0682
 MJ0682.The orthometric height was determined by differential leveling and
 MJ0682.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0682.in June 1991.
 MJ0682
 MJ0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0682.GEOID18 height accuracy estimate available here.
 MJ0682
 MJ0682.Click photographs - Photos may exist for this station.
 MJ0682
 MJ0682.The dynamic height is computed by dividing the NAVD 88
 MJ0682.geopotential number by the normal gravity value computed on the
 MJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0682.degrees latitude (g = 980.6199 gals.).
 MJ0682
 MJ0682.The modeled gravity was interpolated from observed gravity values.
 MJ0682
 MJ0682;                    North         East    Units  Estimated Accuracy
 MJ0682;SPC NE       -   168,905.3     835,264.6     MT  (+/- 3 meters HH1 GPS) 
 MJ0682
 MJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4917774690(NAD 83)
 MJ0682
 MJ0682                          SUPERSEDED SURVEY CONTROL
 MJ0682
 MJ0682  NGVD 29 (??/??/92)  387.144  (m)         1270.15   (f) ADJ UNCH    1 2
 MJ0682
 MJ0682.Superseded values are not recommended for survey control.
 MJ0682
 MJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0682.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0682
 MJ0682_MARKER: DR = REFERENCE MARK DISK
 MJ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0682_STAMPING: BENSON NO 2 1934
 MJ0682_MARK LOGO: CGS
 MJ0682_PROJECTION: FLUSH
 MJ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0682+STABILITY: SURFACE MOTION
 MJ0682
 MJ0682  HISTORY     - Date     Condition        Report By
 MJ0682  HISTORY     - 1934     MONUMENTED       CGS
 MJ0682  HISTORY     - 1947     GOOD             CGS
 MJ0682
 MJ0682                          STATION DESCRIPTION
 MJ0682
 MJ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0682'AT OMAHA.
 MJ0682'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, ON A
 MJ0682'TRIANGULAR TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF
 MJ0682'MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE AVENUE, ABOUT 100
 MJ0682'YARDS SOUTHWEST OF THE BENSON HIGH SCHOOL, 54 FEET NORTHEAST OF
 MJ0682'THE NORTHEAST CURB OF MILITARY AVENUE, 47 FEET EAST OF THE
 MJ0682'STATION MARK, 3 FEET SOUTH OF A POWER POLE, AND 2 FEET WEST OF
 MJ0682'THE WEST CURB OF FIFTY-SECOND STREET.  A BRONZE DISK SET IN THE
 MJ0682'TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0712 ***********************************************************************
 NP0712  DESIGNATION -  BEREA
 NP0712  PID         -  NP0712
 NP0712  STATE/COUNTY-  NE/BOX BUTTE
 NP0712  COUNTRY     -  US
 NP0712  USGS QUAD   -  SCHOOL NUMBER 7 (2017)
 NP0712
 NP0712                         *CURRENT SURVEY CONTROL
 NP0712  ______________________________________________________________________
 NP0712* NAD 83(1995) POSITION- 42 14 56.10864(N) 103 00 12.69905(W)   ADJUSTED
 NP0712* NAVD 88 ORTHO HEIGHT -  1275.    (meters)     4183.    (feet) SCALED
 NP0712  ______________________________________________________________________
 NP0712  GEOID HEIGHT    -        -18.402 (meters)                     GEOID18
 NP0712  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 NP0712  HORZ ORDER      -  SECOND
 NP0712
 NP0712.The horizontal coordinates were established by classical geodetic methods
 NP0712.and adjusted by the National Geodetic Survey in August 1997.
 NP0712
 NP0712.The orthometric height was scaled from a topographic map.
 NP0712
 NP0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0712.GEOID18 height accuracy estimate available here.
 NP0712
 NP0712.Click photographs - Photos may exist for this station.
 NP0712
 NP0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0712
 NP0712. The following values were computed from the NAD 83(1995) position.
 NP0712
 NP0712;                    North         East     Units Scale Factor Converg.
 NP0712;SPC NE       -   272,502.987   252,241.253   MT  0.99974267   -1 59 25.5
 NP0712;SPC NE       -   894,036.88    827,561.51   sFT  0.99974267   -1 59 25.5
 NP0712;UTM  13      - 4,679,343.750   664,700.408   MT  0.99993377   +1 20 33.5
 NP0712
 NP0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0712!SPC NE       -   0.99980302  x   0.99974267  =   0.99954574
 NP0712!UTM  13      -   0.99980302  x   0.99993377  =   0.99973680
 NP0712
 NP0712:                Primary Azimuth Mark                     Grid Az
 NP0712:SPC NE       -  M 11                                     272 35 42.1
 NP0712:UTM  13      -  M 11                                     269 15 43.1
 NP0712
 NP0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6470079343(NAD 83)
 NP0712
 NP0712|---------------------------------------------------------------------|
 NP0712| PID    Reference Object                     Distance      Geod. Az  |
 NP0712|                                                           dddmmss.s |
 NP0712| CP9633 BEREA RM 1                           10.898 METERS 09024     |
 NP0712| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX. 4.5 KM 1511126.2 |
 NP0712| CP9634 BEREA RM 2                           18.299 METERS 17017     |
 NP0712| CP9632 BEREA AZ MK                                        2673521.5 |
 NP0712| NP0367 M 11                                               2703616.6 |
 NP0712| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.10.2 KM 3231352.5 |
 NP0712|---------------------------------------------------------------------|
 NP0712
 NP0712                          SUPERSEDED SURVEY CONTROL
 NP0712
 NP0712  NAD 83(1993)-  42 14 56.10850(N)    103 00 12.69896(W) AD(       ) 2
 NP0712  NAD 83(1986)-  42 14 56.10645(N)    103 00 12.69603(W) AD(       ) 2
 NP0712  NAD 27      -  42 14 56.24300(N)    103 00 10.98100(W) AD(       ) 2
 NP0712
 NP0712.Superseded values are not recommended for survey control.
 NP0712
 NP0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0712.See file dsdata.pdf to determine how the superseded data were derived.
 NP0712
 NP0712_MARKER: DB = BENCH MARK DISK
 NP0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0712_STAMPING: BEREA 1946
 NP0712_MARK LOGO: USGS
 NP0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0712+STABILITY: SURFACE MOTION
 NP0712
 NP0712  HISTORY     - Date     Condition        Report By
 NP0712  HISTORY     - 1946     MONUMENTED       USGS
 NP0712  HISTORY     - 1967     GOOD             USAF
 NP0712
 NP0712                          STATION DESCRIPTION
 NP0712
 NP0712'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0712'LOCATED ABOUT 3 MILES, AIR LINE, NORTHWEST OF BEREA AND ABOUT
 NP0712'6 MILES, AIR LINE, SOUTHEAST OF HEMINGFORD.  IT IS ON A
 NP0712'SMALL RIDGE AT THE NORTH EDGE OF AN EAST-WEST ROAD BETWEEN
 NP0712'TWO CULTIVATED FIELDS.  IT IS 0.2 MILE EAST OF STATE HIGHWAY
 NP0712'NO. 2 AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS A USGS BM DISK
 NP0712'CEMENTED IN A 7 BY 7 INCH CONCRETE POST THAT PROJECTS 3 INCHES
 NP0712'AND IS STAMPED BEREA 1946.
 NP0712'
 NP0712'REFERENCE MARK NO. 1 IS AT THE SOUTH END OF A CULTIVATED FIELD
 NP0712'AND ON THE NORTH SIDE OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF
 NP0712'A FENCE LINE.  IT IS STAMPED BEREA NO 1 1946 AND PROJECTS
 NP0712'3 INCHES.
 NP0712'
 NP0712'REFERENCE MARK NO. 2 IS AT THE NORTH END OF A CULTIVATED
 NP0712'FIELD AND ON THE SOUTH SIDE OF AN EAST-WEST ROAD AND 1 FOOT
 NP0712'NORTH OF A FENCE LINE.  IT IS STAMPED BEREA NO 2 1946 AND
 NP0712'PROJECTS 2 INCHES.
 NP0712'
 NP0712'USC AND GS BM M 11 IS SET IN THE TOP OF A SQUARE CONCRETE
 NP0712'POST THAT IS FLUSH WITH THE GROUND.  IT IS 43.5 FEET EAST OF
 NP0712'THE EAST RAIL OF THE RAILROAD, 33 FEET NORTH OF THE CENTERLINE
 NP0712'OF A TRACK ROAD AND 4.5 FEET NORTHWEST OF A FENCE CORNER.
 NP0712'IT IS STAMPED BM M 11 1933.
 NP0712'
 NP0712'AZIMUTH MARK IS 0.1 MILE WEST OF STATE HIGHWAY NO. 2, 26 FEET
 NP0712'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT NORTH
 NP0712'OF A FENCE LINE.  IT IS STAMPED BEREA USGS 1946 AND PROJECTS
 NP0712'6 INCHES.
 NP0712'
 NP0712'TO REACH FROM THE JUNCTION OF ROUTES NO. 19 AND NO. 2, WHICH
 NP0712'IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE, GO
 NP0712'NORTHWEST ON STATE HIGHWAY NO. 2 TOWARD HEMINGFORD FOR 9.65
 NP0712'MILES TO A SCHOOL HOUSE ON THE LEFT IN THE VILLAGE OF BEREA.
 NP0712'CONTINUE NORTHWEST ON STATE HIGHWAY FOR 2.55 MILES TO CROSSROAD
 NP0712'AT SIGN ON THE LEFT FARM SHELTERBELT.  TURN RIGHT ACROSS
 NP0712'RAILROAD TRACKS AND GO 0.2 MILE TO THE STATION ON THE LEFT.
 NP0712'
 NP0712'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE,
 NP0712'CROSS HIGHWAY AND CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH
 NP0712'MARK ON THE LEFT.
 NP0712
 NP0712                          STATION RECOVERY (1967)
 NP0712
 NP0712'RECOVERY NOTE BY US AIR FORCE 1967
 NP0712'STATION, REFERENCE MARKS, AND BM M11 WERE RECOVERED IN GOOD
 NP0712'CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK
 NP0712'BUT NOT LOCATED.  POSSIBLY DESTROYED DURING WIDENING OF THE
 NP0712'GRAVEL ROAD.
 NP0712'
 NP0712'THE 1946 ROUTE DESCRIPTION IS ADEQUATE EXCEPT THE TO REACH
 NP0712'PORTION SHOULD READ--FROM THE JUNCTION OF U.S. HWY 385 AND
 NP0712'STATE HWY 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0651 ***********************************************************************
 NP0651  DESIGNATION -  BEREA DEAVER ELEVATOR CO ELEV
 NP0651  PID         -  NP0651
 NP0651  STATE/COUNTY-  NE/BOX BUTTE
 NP0651  COUNTRY     -  US
 NP0651  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0651
 NP0651                         *CURRENT SURVEY CONTROL
 NP0651  ______________________________________________________________________
 NP0651* NAD 83(1995) POSITION- 42 12 48.35743(N) 102 58 38.19441(W)   ADJUSTED
 NP0651  ______________________________________________________________________
 NP0651  GEOID HEIGHT    -        -18.460 (meters)                     GEOID18
 NP0651  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 NP0651  HORZ ORDER      -  THIRD
 NP0651
 NP0651.The horizontal coordinates were established by classical geodetic methods
 NP0651.and adjusted by the National Geodetic Survey in August 1997.
 NP0651
 NP0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0651.GEOID18 height accuracy estimate available here.
 NP0651
 NP0651.Click photographs - Photos may exist for this station.
 NP0651
 NP0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0651
 NP0651. The following values were computed from the NAD 83(1995) position.
 NP0651
 NP0651;                    North         East     Units Scale Factor Converg.
 NP0651;SPC NE       -   268,489.700   254,270.167   MT  0.99973482   -1 58 22.9
 NP0651;SPC NE       -   880,869.96    834,218.04   sFT  0.99973482   -1 58 22.9
 NP0651;UTM  13      - 4,675,454.423   666,959.651   MT  0.99994300   +1 21 33.7
 NP0651
 NP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6695975454(NAD 83)
 NP0651
 NP0651                          SUPERSEDED SURVEY CONTROL
 NP0651
 NP0651  NAD 83(1993)-  42 12 48.35730(N)    102 58 38.19435(W) AD(       ) 3
 NP0651  NAD 83(1986)-  42 12 48.35410(N)    102 58 38.19141(W) AD(       ) 3
 NP0651  NAD 27      -  42 12 48.48000(N)    102 58 36.46600(W) AD(       ) 3
 NP0651
 NP0651.Superseded values are not recommended for survey control.
 NP0651
 NP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0651.See file dsdata.pdf to determine how the superseded data were derived.
 NP0651
 NP0651_MARKER: 65 = GRAIN ELEVATOR
 NP0651
 NP0651  HISTORY     - Date     Condition        Report By
 NP0651  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0651
 NP0651                          STATION DESCRIPTION
 NP0651
 NP0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NP0651'LOCATED IN BEREA, 350 FEET EAST OF STATE HIGHWAY NO. 2, 9 FEET
 NP0651'EAST OF THE EAST RAIL OF THE RAILROAD SIDE-TRACKS, 150 FEET
 NP0651'WEST-NORTHWEST OF AN OLD WINDMILL AND 195 FEET NORTH OF THE
 NP0651'FARMERS UNION OIL TANKS.  THE ELEVATOR IS CONSTRUCTED IN THREE
 NP0651'SECTIONS, THE MIDDLE SECTION BEING THE HIGHER AND IS 22 FEET
 NP0651'SQUARE WITH A CUPOLA ON TOP.  IT IS APPROXIMATELY 50 FEET HIGH,
 NP0651'A WOODEN STRUCTURE COVERED WITH GALVANIZED TIN, UNPAINTED, AND
 NP0651'WAS BUILT 25 YEARS AGO.
 NP0651'
 NP0651'THE POINT OBSERVED UPON WAS THE EXTREME TOP OF THE CUPOLA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0956 ***********************************************************************
 LG0956  DESIGNATION -  BERGEN
 LG0956  PID         -  LG0956
 LG0956  STATE/COUNTY-  NE/HAMILTON
 LG0956  COUNTRY     -  US
 LG0956  USGS QUAD   -  AURORA EAST (2017)
 LG0956
 LG0956                         *CURRENT SURVEY CONTROL
 LG0956  ______________________________________________________________________
 LG0956* NAD 83(1995) POSITION- 40 47 07.90406(N) 097 53 55.68569(W)   ADJUSTED
 LG0956* NAVD 88 ORTHO HEIGHT -   538.30  (+/-2cm)     1766.1   (feet) VERTCON
 LG0956  ______________________________________________________________________
 LG0956  GEOID HEIGHT    -        -25.920 (meters)                     GEOID18
 LG0956  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 LG0956  HORZ ORDER      -  FIRST
 LG0956  VERT ORDER      -  THIRD ? (See Below)
 LG0956
 LG0956.The horizontal coordinates were established by classical geodetic methods
 LG0956.and adjusted by the National Geodetic Survey in August 1997.
 LG0956
 LG0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0956
 LG0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0956.GEOID18 height accuracy estimate available here.
 LG0956
 LG0956.The vertical order pertains to the NGVD 29 superseded value.
 LG0956
 LG0956.Click photographs - Photos may exist for this station.
 LG0956
 LG0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0956
 LG0956. The following values were computed from the NAD 83(1995) position.
 LG0956
 LG0956;                    North         East     Units Scale Factor Converg.
 LG0956;SPC NE       -   107,874.743   677,292.423   MT  0.99973702   +1 23 32.8
 LG0956;SPC NE       -   353,919.05  2,222,083.56   sFT  0.99973702   +1 23 32.8
 LG0956;UTM  14      - 4,515,532.469   592,912.874   MT  0.99970625   +0 43 09.8
 LG0956
 LG0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0956!SPC NE       -   0.99991963  x   0.99973702  =   0.99965667
 LG0956!UTM  14      -   0.99991963  x   0.99970625  =   0.99962591
 LG0956
 LG0956:                Primary Azimuth Mark                     Grid Az
 LG0956:SPC NE       -  BERGEN AZ MK                             318 39 06.7
 LG0956:UTM  14      -  BERGEN AZ MK                             319 19 29.7
 LG0956
 LG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9291215532(NAD 83)
 LG0956
 LG0956|---------------------------------------------------------------------|
 LG0956| PID    Reference Object                     Distance      Geod. Az  |
 LG0956|                                                           dddmmss.s |
 LG0956| CN7890 BERGEN RM 1                          23.820 METERS 06207     |
 LG0956| LG0954 HENDERSON MUNICIPAL STANDPIPE       APPROX. 7.3 KM 0952555.0 |
 LG0956| CN7891 BERGEN RM 2                          58.138 METERS 26646     |
 LG0956| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX.12.4 KM 3154251.6 |
 LG0956| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX.12.6 KM 3162458.1 |
 LG0956| CN7889 BERGEN AZ MK                                       3200239.5 |
 LG0956|---------------------------------------------------------------------|
 LG0956
 LG0956                          SUPERSEDED SURVEY CONTROL
 LG0956
 LG0956  NAD 83(1986)-  40 47 07.91225(N)    097 53 55.68689(W) AD(       ) 1
 LG0956  NAD 27      -  40 47 07.87500(N)    097 53 54.50500(W) AD(       ) 1
 LG0956  NGVD 29             538.08   (m)         1765.4    (f) LEVELING    3  
 LG0956
 LG0956.Superseded values are not recommended for survey control.
 LG0956
 LG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0956.See file dsdata.pdf to determine how the superseded data were derived.
 LG0956
 LG0956_MARKER: DS = TRIANGULATION STATION DISK
 LG0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0956_STAMPING: BERGEN 1950
 LG0956_MARK LOGO: CGS
 LG0956_PROJECTION: FLUSH
 LG0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0956+STABILITY: SURFACE MOTION
 LG0956
 LG0956  HISTORY     - Date     Condition        Report By
 LG0956  HISTORY     - 1950     MONUMENTED       CGS
 LG0956  HISTORY     - 1961     GOOD             CGS
 LG0956  HISTORY     - 1963     GOOD             CGS
 LG0956  HISTORY     - 1966     GOOD             CGS
 LG0956
 LG0956                          STATION DESCRIPTION
 LG0956
 LG0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0956'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF AURORA AND ABOUT
 LG0956'4-1/2 MILES WEST OF HENDERSON.  IT IS ABOUT 300 FEET SOUTHWEST
 LG0956'OF A FARM HOME, 43 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 LG0956'28 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 11 FEET NORTH OF A
 LG0956'TELEPHONE POLE, 11 FEET NORTH NORTHEAST OF A FENCE CORNER, 6 FEET
 LG0956'NORTH NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A
 LG0956'FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 LG0956'IS STAMPED BERGEN 1950.
 LG0956'
 LG0956'REFERENCE MARK NO. 1 IS 78 FEET NORTH OF THE CENTERLINE OF A DIRT
 LG0956'ROAD, 40 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND 1.5 FEET
 LG0956'SOUTH SOUTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT 6
 LG0956'INCHES AND THE DISK IS STAMPED BERGEN NO 1 1950.
 LG0956'
 LG0956'REFERENCE MARK NO. 2 IS 39 FEET EAST OF A TELEPHONE POLE, 31 FEET
 LG0956'NORTH OF THE CENTERLINE OF A ROAD AND 1 FOOT NORTH OF A FENCELINE.
 LG0956'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BERGEN NO 2
 LG0956'1950.
 LG0956'
 LG0956'AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 LG0956'5 FEET SOUTH OF A POWERLINE POLE AND 2 FOOT NORTH OF A WHITE WITNESS
 LG0956'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LG0956'BERGEN 1950.
 LG0956'
 LG0956'TO REACH FROM THE HENDERSON STATE BANK IN HENDERSON, GO SOUTH
 LG0956'FOR 0.15 MILE.  TURN EAST FOR 0.05 MILE.  TURN SOUTH FOR 0.4 MILE
 LG0956'TO CROSSROADS.  TURN WEST AND GO 1.75 MILES TO STATE ROUTE 5.
 LG0956'CONTINUE WEST FOR 3 MILES TO A CROSSROADS.  TURN NORTH FOR 1 MILE
 LG0956'TO CROSSROADS.  (AZIMUTH MARK REACHED FROM THIS POINT BY
 LG0956'CONTINUEING NORTH FOR 0.2 MILE TO MARK ON WEST SIDE OF ROAD AS
 LG0956'DESCRIBED.) TURN EAST AND GO 0.2 MILE TO DRIVEWAY AND STATION
 LG0956'ON NORTH SIDE OF ROAD AS DESCRIBED.
 LG0956'
 LG0956'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0956
 LG0956                          STATION RECOVERY (1961)
 LG0956
 LG0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LG0956'STATION WAS SEARCHED AND DUG FOR BUT NOT RECOVERED.  R.M.S FOUND
 LG0956'IN GOOD CONDITION.
 LG0956
 LG0956                          STATION RECOVERY (1963)
 LG0956
 LG0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0956'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0956'IN GOOD CONDITION, EXCEPT THE STATION MARK IS ABOUT 14 INCHES BELOW
 LG0956'THE SURFACE OF AN ELEVATED CONTOUR USED FOR IRRIGATION.  THE LINE
 LG0956'OF SIGHT TO REFERENCE MARK NO. 2 WAS OBSTRUCTED TEMPORARILY BY
 LG0956'FARM MACHINERY, SO AN ANGLE TO IT WAS NOT MEASURED.  A COMPLETE
 LG0956'DESCRIPTION FOLLOWS.
 LG0956'
 LG0956'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF THE TOWN OF AURORA
 LG0956'AND 4 AND 1/2 MILES WEST OF THE SMALL TOWN OF HENDERSON, 131.5
 LG0956'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FARMHOUSE WHICH IS OWNED
 LG0956'AND OCCUPIED BY MR. LEVI GOERTZEN, 108 FEET SOUTH-SOUTHEAST OF THE
 LG0956'SOUTHWEST CORNER OF METAL QUONSET-TYPE GRAIN STORAGE BIN, 43 FEET
 LG0956'NORTH OF THE CENTER OF GRAVEL ROAD, 28 FEET WEST OF THE CENTER
 LG0956'OF FARM DRIVEWAY, 11.5 FEET NORTH OF A LARGE FENCE CORNER POST,
 LG0956'AND 10 FEET NORTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE
 LG0956'MARK IS 14 INCHES BELOW THE SURFACE OF THE CONTOUR GROUND AND THE
 LG0956'DISK IS STAMPED BERGEN 1950.
 LG0956'
 LG0956'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LG0956'SQUARE IN AURORA, GO EAST FOR 0.25 MILE TO STATE HIGHWAY 14.
 LG0956'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 14 FOR 4.6 MILES TO
 LG0956'CROSSROADS.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 5.0 MILES TO
 LG0956'A CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.8
 LG0956'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON GRAVEL
 LG0956'ROAD FOR 0.2 MILE TO CROSSROADS.  TURN LEFT AND GO EAST ON
 LG0956'GRAVEL ROAD FOR 0.2 MILE TO FARM ENTRANCE ON LEFT AND THE
 LG0956'STATION AS DESCRIBED.
 LG0956'
 LG0956'REFERENCE MARK NO. 1 IS 78.15 FEET NORTHEAST OF THE STATION, 78
 LG0956'FEET NORTH OF THE CENTER OF GRAVEL ROAD, 57 FEET SOUTHWEST OF THE
 LG0956'SOUTHWEST CORNER OF FARMHOUSE, 40 FEET EAST OF THE CENTER OF
 LG0956'DRIVEWAY, AND 1.5 FEET SOUTHWEST OF A POWER POLE.  THE MARK
 LG0956'PROJECTS 6 INCHES AND THE DISK IS STAMPED BERGEN NO 1 1950.
 LG0956'
 LG0956'REFERENCE MARK NO. 2 IS 190.74 FEET WEST OF THE STATION, 33 FEET
 LG0956'EAST OF A TELEPHONE POLE, 33 FEET NORTH OF THE CENTER OF GRAVEL
 LG0956'ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 LG0956'AND THE DISK IS STAMPED BERGEN NO 2 1950.
 LG0956'
 LG0956'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 122 FEET SOUTH
 LG0956'OF A POWER POLE, 85 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE,
 LG0956'33 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, AND 1
 LG0956'FOOT SOUTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 LG0956'PROJECTS 4 INCHES AND THE DISK IS STAMPED BERGEN 1950.
 LG0956'
 LG0956'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LG0956'ROAD FOR 0.2 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH ON GRAVEL
 LG0956'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG0956'
 LG0956'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0956
 LG0956                          STATION RECOVERY (1966)
 LG0956
 LG0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0956'ALL MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.  THE LOCATION OF
 LG0956'THE STATION IS ADEQUATELY DESCRIBED.  DISTANCE AND ANGLE
 LG0956'MEASUREMENTS WERE MADE TO THE MARKS AND ALL CHECKED THE 1950 DATA.
 LG0956'
 LG0956'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS--STATION IS
 LG0956'REACHED FROM THE SOUTHEAST CORNER OF THE SQUARE IN AURORA, GO EAST
 LG0956'FOR 0.25 MILE TO STATE HIGHWAY 14.  TURN RIGHT AND GO SOUTH ON
 LG0956'STATE HIGHWAY 14 FOR 4.6 MILES TO A CROSSROADS.  TURN LEFT AND GO
 LG0956'EAST ON A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROADS.  TURN RIGHT
 LG0956'AND GO SOUTH FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST
 LG0956'SIDE OF ROAD.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO A
 LG0956'CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE
 LG0956'TO AN ENTRANCE ROAD TO FARM YARD AND STATION MARK ON THE LEFT,
 LG0956'NORTH SIDE OF THE ROAD.
 LG0956'
 LG0956'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LG0956'WEST OF HENDERSON.
 LG0956'
 LG0956'HEIGHT OF LIGHT ABOVE STATION MARK 87.37 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1018 ***********************************************************************
 LH1018  DESIGNATION -  BERTRAND
 LH1018  PID         -  LH1018
 LH1018  STATE/COUNTY-  NE/PHELPS
 LH1018  COUNTRY     -  US
 LH1018  USGS QUAD   -  OXFORD NW (2017)
 LH1018
 LH1018                         *CURRENT SURVEY CONTROL
 LH1018  ______________________________________________________________________
 LH1018* NAD 83(1995) POSITION- 40 25 38.93873(N) 099 38 23.16811(W)   ADJUSTED
 LH1018* NAVD 88 ORTHO HEIGHT -   758.52  (+/-2cm)     2488.6   (feet) VERTCON
 LH1018  ______________________________________________________________________
 LH1018  GEOID HEIGHT    -        -24.692 (meters)                     GEOID18
 LH1018  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 LH1018  HORZ ORDER      -  SECOND
 LH1018  VERT ORDER      -  THIRD ? (See Below)
 LH1018
 LH1018.The horizontal coordinates were established by classical geodetic methods
 LH1018.and adjusted by the National Geodetic Survey in August 1997.
 LH1018
 LH1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1018
 LH1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1018.GEOID18 height accuracy estimate available here.
 LH1018
 LH1018.The vertical order pertains to the NGVD 29 superseded value.
 LH1018
 LH1018.Click photographs - Photos may exist for this station.
 LH1018
 LH1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1018
 LH1018. The following values were computed from the NAD 83(1995) position.
 LH1018
 LH1018;                    North         East     Units Scale Factor Converg.
 LH1018;SPC NE       -    66,032.919   530,563.677   MT  0.99983404   +0 14 19.4
 LH1018;SPC NE       -   216,643.00  1,740,691.00   sFT  0.99983404   +0 14 19.4
 LH1018;UTM  14      - 4,475,401.890   445,731.402   MT  0.99963625   -0 24 53.6
 LH1018
 LH1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1018!SPC NE       -   0.99988490  x   0.99983404  =   0.99971896
 LH1018!UTM  14      -   0.99988490  x   0.99963625  =   0.99952119
 LH1018
 LH1018:                Primary Azimuth Mark                     Grid Az
 LH1018:SPC NE       -  BERTRAND AZ MK                           348 03 41.9
 LH1018:UTM  14      -  BERTRAND AZ MK                           348 42 54.9
 LH1018
 LH1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4573175401(NAD 83)
 LH1018
 LH1018|---------------------------------------------------------------------|
 LH1018| PID    Reference Object                     Distance      Geod. Az  |
 LH1018|                                                           dddmmss.s |
 LH1018| LH1057 BERTRAND MUNICIPAL TANK             APPROX.11.4 KM 0022201.3 |
 LH1018| CN7893 BERTRAND RM 1                        22.585 METERS 25029     |
 LH1018| CN7894 BERTRAND RM 2                        20.243 METERS 34123     |
 LH1018| CN7892 BERTRAND AZ MK                                     3481801.3 |
 LH1018|---------------------------------------------------------------------|
 LH1018
 LH1018                          SUPERSEDED SURVEY CONTROL
 LH1018
 LH1018  NAD 83(1986)-  40 25 38.94415(N)    099 38 23.17067(W) AD(       ) 2
 LH1018  NAD 27      -  40 25 38.91700(N)    099 38 21.76200(W) AD(       ) 2
 LH1018  NGVD 29             758.23   (m)         2487.6    (f) LEVELING    3  
 LH1018
 LH1018.Superseded values are not recommended for survey control.
 LH1018
 LH1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1018.See file dsdata.pdf to determine how the superseded data were derived.
 LH1018
 LH1018_MARKER: DS = TRIANGULATION STATION DISK
 LH1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1018_STAMPING: BERTRAND 1951
 LH1018_MARK LOGO: CGS
 LH1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1018+STABILITY: SURFACE MOTION
 LH1018
 LH1018  HISTORY     - Date     Condition        Report By
 LH1018  HISTORY     - 1951     MONUMENTED       CGS
 LH1018
 LH1018                          STATION DESCRIPTION
 LH1018
 LH1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1018'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF LOOMIS AND
 LH1018'ABOUT 7.0 MILES SOUTH OF BERTRAND IN THE SOUTHEAST ANGLE OF A T
 LH1018'INTERSECTION, 47 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 LH1018'42 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET
 LH1018'NORTHWEST OF A WITNESS POST.  IT IS STAMPED BERTRAND 1951 AND
 LH1018'PROJECTS 2 INCHES.
 LH1018'
 LH1018'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 57 FEET
 LH1018'SOUTH OF THE SOUTH END OF A WIRE GATE, 26 FEET WEST OF THE
 LH1018'CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1018'FENCE LINE.  IT IS STAMPED BERTRAND NO 1 1951 AND PROJECTS
 LH1018'3 INCHES.
 LH1018'
 LH1018'REFERENCE MARK NO. 2 IS IN THE NORTHEAST ANGLE OF A T
 LH1018'INTERSECTION, 39 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD
 LH1018'AND 22 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS
 LH1018'STAMPED BERTRAND NO 2 1951 AND PROJECTS 3 INCHES.
 LH1018'
 LH1018'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.28 FEET.
 LH1018'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST
 LH1018'OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTH OF A WITNESS
 LH1018'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LH1018'STAMPED BERTRAND 1951 AND PROJECTS 3 INCHES.
 LH1018'
 LH1018'TO REACH THE STATION FROM THE POST OFFICE IN BERTRAND, GO SOUTH
 LH1018'FOR 0.15 MILE TO AN INTERSECTION, TURN RIGHT AND GO WEST ON
 LH1018'STATE HIGHWAY 23 FOR 0.5 MILE TO A CROSSROAD AND POINT WHERE
 LH1018'HIGHWAY TURNS NORTH.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR
 LH1018'5.9 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 LH1018'SOUTH FOR 0.8 MILE TO A T ROAD LEFT AND STATION JUST SOUTH AS
 LH1018'DESCRIBED.
 LH1018'
 LH1018'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1058 ***********************************************************************
 LH1058  DESIGNATION -  BERTRAND IMMAN LUTH CH CROSS
 LH1058  PID         -  LH1058
 LH1058  STATE/COUNTY-  NE/PHELPS
 LH1058  COUNTRY     -  US
 LH1058  USGS QUAD   -  BERTRAND (2017)
 LH1058
 LH1058                         *CURRENT SURVEY CONTROL
 LH1058  ______________________________________________________________________
 LH1058* NAD 83(1995) POSITION- 40 31 31.70516(N) 099 37 57.82560(W)   ADJUSTED
 LH1058  ______________________________________________________________________
 LH1058  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 LH1058  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 LH1058  HORZ ORDER      -  THIRD
 LH1058
 LH1058.The horizontal coordinates were established by classical geodetic methods
 LH1058.and adjusted by the National Geodetic Survey in August 1997.
 LH1058
 LH1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1058.GEOID18 height accuracy estimate available here.
 LH1058
 LH1058.Click photographs - Photos may exist for this station.
 LH1058
 LH1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1058
 LH1058. The following values were computed from the NAD 83(1995) position.
 LH1058
 LH1058;                    North         East     Units Scale Factor Converg.
 LH1058;SPC NE       -    76,914.617   531,114.730   MT  0.99980367   +0 14 36.2
 LH1058;SPC NE       -   252,344.04  1,742,498.91   sFT  0.99980367   +0 14 36.2
 LH1058;UTM  14      - 4,486,274.600   446,406.516   MT  0.99963535   -0 24 40.1
 LH1058
 LH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4640686274(NAD 83)
 LH1058
 LH1058                          SUPERSEDED SURVEY CONTROL
 LH1058
 LH1058  NAD 83(1986)-  40 31 31.71050(N)    099 37 57.82839(W) AD(       ) 3
 LH1058  NAD 27      -  40 31 31.68500(N)    099 37 56.42600(W) AD(       ) 3
 LH1058
 LH1058.Superseded values are not recommended for survey control.
 LH1058
 LH1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1058.See file dsdata.pdf to determine how the superseded data were derived.
 LH1058
 LH1058_MARKER: 91 = CHURCH CROSS
 LH1058
 LH1058  HISTORY     - Date     Condition        Report By
 LH1058  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1058  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1058
 LH1058                          STATION DESCRIPTION
 LH1058
 LH1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1058'THE STATION IS LOCATED NEAR THE SOUTHEAST PART OF THE TOWN OF
 LH1058'BERTRAND, 62 FEET SOUTH OF AN EAST-WEST GRAVELED STREET AND 60
 LH1058'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED STREET.
 LH1058'
 LH1058'IT IS A CROSS ON THE TOP OF THE BELFRY WHICH IS AT THE EAST END OF
 LH1058'A WHITE FRAME CHURCH.  THE OVERALL HEIGHT IS 75 FEET.
 LH1058'
 LH1058'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE BELFRY.
 LH1058
 LH1058                          STATION RECOVERY (2006)
 LH1058
 LH1058'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1058'THE WHITE FRAMED CHURCH WITH A BELFRY ON THE EAST END HAS BEEN
 LH1058'REPLACED WITH A BRICK CHURCH BUILDING WITH A SPIRE AT THE
 LH1058'SOUTH-CENTRAL PORTION OF THE BUILDING.  THE CURRENT SPIRE IS LOCATED
 LH1058'ABOUT 200 FEET EAST-SOUTHEAST OF THE LOCATION OF THE PUBLISHED
 LH1058'COORDINATES FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1057 ***********************************************************************
 LH1057  DESIGNATION -  BERTRAND MUNICIPAL TANK
 LH1057  PID         -  LH1057
 LH1057  STATE/COUNTY-  NE/PHELPS
 LH1057  COUNTRY     -  US
 LH1057  USGS QUAD   -  BERTRAND (2017)
 LH1057
 LH1057                         *CURRENT SURVEY CONTROL
 LH1057  ______________________________________________________________________
 LH1057* NAD 83(1995) POSITION- 40 31 47.68232(N) 099 38 03.19205(W)   ADJUSTED
 LH1057  ______________________________________________________________________
 LH1057  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 LH1057  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 LH1057  HORZ ORDER      -  THIRD
 LH1057
 LH1057.The horizontal coordinates were established by classical geodetic methods
 LH1057.and adjusted by the National Geodetic Survey in August 1997.
 LH1057
 LH1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1057.GEOID18 height accuracy estimate available here.
 LH1057
 LH1057.Click photographs - Photos may exist for this station.
 LH1057
 LH1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1057
 LH1057. The following values were computed from the NAD 83(1995) position.
 LH1057
 LH1057;                    North         East     Units Scale Factor Converg.
 LH1057;SPC NE       -    77,406.808   530,986.358   MT  0.99980236   +0 14 32.6
 LH1057;SPC NE       -   253,958.84  1,742,077.74   sFT  0.99980236   +0 14 32.6
 LH1057;UTM  14      - 4,486,768.143   446,283.795   MT  0.99963552   -0 24 43.8
 LH1057
 LH1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4628386768(NAD 83)
 LH1057
 LH1057                          SUPERSEDED SURVEY CONTROL
 LH1057
 LH1057  NAD 83(1986)-  40 31 47.68776(N)    099 38 03.19477(W) AD(       ) 3
 LH1057  NAD 27      -  40 31 47.66000(N)    099 38 01.79200(W) AD(       ) 3
 LH1057
 LH1057.Superseded values are not recommended for survey control.
 LH1057
 LH1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1057.See file dsdata.pdf to determine how the superseded data were derived.
 LH1057
 LH1057_MARKER: 53 = ELEVATED TANK
 LH1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1057+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1057
 LH1057  HISTORY     - Date     Condition        Report By
 LH1057  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1057  HISTORY     - 1951     GOOD             CGS
 LH1057  HISTORY     - 20060513 GOOD             GEOCAC
 LH1057
 LH1057                          STATION DESCRIPTION
 LH1057
 LH1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1057'STEEL WATER TANK IN BERTRAND, SILVER PAINTED, PROBABLY MUNICIPAL
 LH1057'WATER SUPPLY.  TOWN OFF SCHEME AND NOT VISITED.  OBSERVED UPON
 LH1057'FINIAL.
 LH1057'
 LH1057'OBSERVED FROM GOLD AND BRACE
 LH1057
 LH1057                          STATION RECOVERY (1951)
 LH1057
 LH1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1057'THE STATION IS LOCATED IN THE NORTH EDGE OF THE TOWN OF BERTRAND,
 LH1057'108 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED STREET AND
 LH1057'17 FEET WEST OF THE WEST SIDE OF A RED BRICK BUILDING.
 LH1057'
 LH1057'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 LH1057'THE OVERALL HEIGHT IS 100 FEET.
 LH1057'
 LH1057'THE POINT OBSERVED UPON WAS THE TOP OF THE TANK.
 LH1057'
 LH1057'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1057
 LH1057                          STATION RECOVERY (2006)
 LH1057
 LH1057'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1057'THE TANK IS NOW DARK BLUE WITH THE WORD BERTRAND IN WHITE.  IT HAS
 LH1057'FOUR BLACK LEGS, AND THE TOP IS FLAT SUGGESTING THAT THE POINT
 LH1057'OBSERVED IN 1951 HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1342 ***********************************************************************
 LH1342  DESIGNATION -  BETHANY LUTHERAN CHURCH CROSS
 LH1342  PID         -  LH1342
 LH1342  STATE/COUNTY-  NE/KEARNEY
 LH1342  COUNTRY     -  US
 LH1342  USGS QUAD   -  AXTELL EAST (2017)
 LH1342
 LH1342                         *CURRENT SURVEY CONTROL
 LH1342  ______________________________________________________________________
 LH1342* NAD 83(1995) POSITION- 40 28 02.26965(N) 099 05 06.13366(W)   ADJUSTED
 LH1342  ______________________________________________________________________
 LH1342  GEOID HEIGHT    -        -25.092 (meters)                     GEOID18
 LH1342  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 LH1342  HORZ ORDER      -  THIRD
 LH1342
 LH1342.The horizontal coordinates were established by classical geodetic methods
 LH1342.and adjusted by the National Geodetic Survey in August 1997.
 LH1342
 LH1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1342.GEOID18 height accuracy estimate available here.
 LH1342
 LH1342.Click photographs - Photos may exist for this station.
 LH1342
 LH1342.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1342
 LH1342. The following values were computed from the NAD 83(1995) position.
 LH1342
 LH1342;                    North         East     Units Scale Factor Converg.
 LH1342;SPC NE       -    70,800.091   577,581.695   MT  0.99982135   +0 36 22.8
 LH1342;SPC NE       -   232,283.30  1,894,949.28   sFT  0.99982135   +0 36 22.8
 LH1342;UTM  14      - 4,479,628.200   492,790.978   MT  0.99960064   -0 03 18.7
 LH1342
 LH1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9279079628(NAD 83)
 LH1342
 LH1342                          SUPERSEDED SURVEY CONTROL
 LH1342
 LH1342  NAD 83(1986)-  40 28 02.27551(N)    099 05 06.13456(W) AD(       ) 3
 LH1342  NAD 27      -  40 28 02.23100(N)    099 05 04.82600(W) AD(       ) 3
 LH1342
 LH1342.Superseded values are not recommended for survey control.
 LH1342
 LH1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1342.See file dsdata.pdf to determine how the superseded data were derived.
 LH1342
 LH1342_MARKER: 91 = CHURCH CROSS
 LH1342
 LH1342  HISTORY     - Date     Condition        Report By
 LH1342  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1342
 LH1342                          STATION DESCRIPTION
 LH1342
 LH1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1342'THE STATION IS LOCATED ABOUT 3.0 MILES EAST-SOUTHEAST OF AXTELL.
 LH1342'IT IS 200.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 LH1342'ROAD AND 75.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1342'ROAD.  IT IS A SILVER COLORED SPIRE WITH A 6 FOOT HIGH CROSS
 LH1342'AT ITS TOP.  IT HAS AN OVERALL HEIGHT OF 90.0 FEET.
 LH1342'
 LH1342'THE CROSS AT THE TOP OF THE SPIRE WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1063 ***********************************************************************
 LG1063  DESIGNATION -  BETHEL WELCH C M CHURCH SPIRE
 LG1063  PID         -  LG1063
 LG1063  STATE/COUNTY-  NE/GAGE
 LG1063  COUNTRY     -  US
 LG1063  USGS QUAD   -  WYMORE (2017)
 LG1063
 LG1063                         *CURRENT SURVEY CONTROL
 LG1063  ______________________________________________________________________
 LG1063* NAD 83(1995) POSITION- 40 03 32.79982(N) 096 39 06.85934(W)   ADJUSTED
 LG1063  ______________________________________________________________________
 LG1063  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 LG1063  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LG1063  HORZ ORDER      -  THIRD
 LG1063
 LG1063.The horizontal coordinates were established by classical geodetic methods
 LG1063.and adjusted by the National Geodetic Survey in August 1997.
 LG1063
 LG1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1063.GEOID18 height accuracy estimate available here.
 LG1063
 LG1063.Click photographs - Photos may exist for this station.
 LG1063
 LG1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1063
 LG1063. The following values were computed from the NAD 83(1995) position.
 LG1063
 LG1063;                    North         East     Units Scale Factor Converg.
 LG1063;SPC NE       -    30,599.788   785,581.160   MT  0.99997381   +2 13 07.6
 LG1063;SPC NE       -   100,392.80  2,577,360.86   sFT  0.99997381   +2 13 07.6
 LG1063;UTM  14      - 4,436,959.873   700,269.455   MT  1.00009377   +1 30 42.1
 LG1063
 LG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0026936959(NAD 83)
 LG1063
 LG1063                          SUPERSEDED SURVEY CONTROL
 LG1063
 LG1063  NAD 83(1986)-  40 03 32.80593(N)    096 39 06.85496(W) AD(       ) 3
 LG1063  NAD 27      -  40 03 32.80000(N)    096 39 05.74000(W) AD(       ) 3
 LG1063
 LG1063.Superseded values are not recommended for survey control.
 LG1063
 LG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1063.See file dsdata.pdf to determine how the superseded data were derived.
 LG1063
 LG1063_MARKER: 90 = CHURCH SPIRE
 LG1063
 LG1063  HISTORY     - Date     Condition        Report By
 LG1063  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1063  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1063
 LG1063                          STATION DESCRIPTION
 LG1063
 LG1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1063'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE KANSAS-NEBRASKA
 LG1063'STATE LINE, 3 MILES SOUTH OF WYMORE, 150 FEET SOUTHEAST
 LG1063'OF THE INTERSECTION OF A CROSSROAD AND 100 FEET EAST OF THE
 LG1063'CENTER OF U.S. HIGHWAY 77.  IT IS A SMALL SPIRE AT THE NORTHWEST
 LG1063'CORNER OF THE CHURCH BUILDING AND ABOUT 30 FEET IN HEIGHT.
 LG1063'
 LG1063'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE
 LG1063'SPIRE.
 LG1063
 LG1063                          STATION RECOVERY (2004)
 LG1063
 LG1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1063'STATION NOT FOUND. SITE LOCATED. CHURCH NO LONGER EXISTS. SITE IS
 LG1063'SOUTH OF E. SYCAMORE ROAD AND EAST OF U.S. HIGHWAY 77. THE BETHEL
 LG1063'CEMETERY HAS BEEN EXPANDED TO INCLUDE THE OLD CHURCH SITE. A MONUMENT
 LG1063'TO THE BETHEL CHURCH WITH THE OLD CHURCH BUILDING ETCHED INTO THE
 LG1063'MONUMENT EXISTS AT THE CEMETERY. THIS STATION SHOULD BE DECLARED
 LG1063'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0574 ***********************************************************************
 MN0574  DESIGNATION -  BETTY
 MN0574  PID         -  MN0574
 MN0574  STATE/COUNTY-  NE/BANNER
 MN0574  COUNTRY     -  US
 MN0574  USGS QUAD   -  SINGLETON RANCH (2017)
 MN0574
 MN0574                         *CURRENT SURVEY CONTROL
 MN0574  ______________________________________________________________________
 MN0574* NAD 83(1995) POSITION- 41 23 40.02881(N) 103 23 21.75276(W)   ADJUSTED
 MN0574* NAVD 88 ORTHO HEIGHT -  1441.    (meters)     4728.    (feet) SCALED
 MN0574  ______________________________________________________________________
 MN0574  GEOID HEIGHT    -        -19.274 (meters)                     GEOID18
 MN0574  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 MN0574  HORZ ORDER      -  THIRD
 MN0574
 MN0574.The horizontal coordinates were established by classical geodetic methods
 MN0574.and adjusted by the National Geodetic Survey in August 1997.
 MN0574
 MN0574.The orthometric height was scaled from a topographic map.
 MN0574
 MN0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0574.GEOID18 height accuracy estimate available here.
 MN0574
 MN0574.Click photographs - Photos may exist for this station.
 MN0574
 MN0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0574
 MN0574. The following values were computed from the NAD 83(1995) position.
 MN0574
 MN0574;                    North         East     Units Scale Factor Converg.
 MN0574;SPC NE       -   178,877.197   216,709.911   MT  0.99966048   -2 14 46.1
 MN0574;SPC NE       -   586,866.27    710,989.10   sFT  0.99966048   -2 14 46.1
 MN0574;UTM  13      - 4,583,798.112   634,647.457   MT  0.99982312   +1 03 54.6
 MN0574
 MN0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0574!SPC NE       -   0.99977710  x   0.99966048  =   0.99943765
 MN0574!UTM  13      -   0.99977710  x   0.99982312  =   0.99960026
 MN0574
 MN0574:                Primary Azimuth Mark                     Grid Az
 MN0574:SPC NE       -  BETTY AZ MK                              091 56 44.8
 MN0574:UTM  13      -  BETTY AZ MK                              088 38 04.1
 MN0574
 MN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3464783798(NAD 83)
 MN0574
 MN0574|---------------------------------------------------------------------|
 MN0574| PID    Reference Object                     Distance      Geod. Az  |
 MN0574|                                                           dddmmss.s |
 MN0574| CP7436 BETTY RM 1                           17.650 METERS 08830     |
 MN0574| CP7435 BETTY AZ MK                                        0894158.7 |
 MN0574| CP7437 BETTY RM 2                           17.365 METERS 34730     |
 MN0574|---------------------------------------------------------------------|
 MN0574
 MN0574                          SUPERSEDED SURVEY CONTROL
 MN0574
 MN0574  NAD 83(1993)-  41 23 40.02814(N)    103 23 21.75224(W) AD(       ) 3
 MN0574  NAD 83(1986)-  41 23 40.02048(N)    103 23 21.75328(W) AD(       ) 3
 MN0574  NAD 27      -  41 23 40.09970(N)    103 23 19.99650(W) AD(       ) 3
 MN0574
 MN0574.Superseded values are not recommended for survey control.
 MN0574
 MN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0574.See file dsdata.pdf to determine how the superseded data were derived.
 MN0574
 MN0574_MARKER: DS = TRIANGULATION STATION DISK
 MN0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0574_STAMPING: BETTY 1963
 MN0574_MARK LOGO: CGS
 MN0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0574+STABILITY: SURFACE MOTION
 MN0574
 MN0574  HISTORY     - Date     Condition        Report By
 MN0574  HISTORY     - 1963     MONUMENTED       CGS
 MN0574
 MN0574                          STATION DESCRIPTION
 MN0574
 MN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0574'THE STATION IS 12-1/4 MILES NORTH AND 3-1/2 MILES WEST OF
 MN0574'POTTER, 1 MILE WEST OF THE SOUTHEAST CORNER OF BANNER COUNTY,
 MN0574'ON THE BANNER-KIMBALL COUNTY LINE, IN THE SOUTHWEST CORNER
 MN0574'OF SECTION 36, T 17 N, R 53 W, ON THE NORTH RIGHT-OF-WAY
 MN0574'OF A SECTION LINE ROAD.
 MN0574'
 MN0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0574'AND STATE HIGHWAY SPUR 130, 1 MILE SOUTH OF DIX, GO NORTH ON SPUR
 MN0574'130 AND A GRAVEL ROAD FOR 1.0 MILE TO A RAILROAD CROSSING
 MN0574'IN DIX.  CROSS THE TRACKS AND CONTINUE NORTH ON A GRAVEL
 MN0574'ROAD FOR 9.9 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 MN0574'AND GO EAST ON A GRAVEL ROAD FOR 6.0 MILES TO A CROSSROAD.
 MN0574'TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A
 MN0574'FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0574'STRAIGHT AHEAD FOR 100 FEET TO A SECTION LINE ROAD ON THE
 MN0574'LEFT.  TURN SHARP LEFT AND GO WEST ON A TRACK ROAD FOR 0.5
 MN0574'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 MN0574'WEST ON THE TRACK ROAD FOR 0.1 MILE TO A FENCE CORNER AND
 MN0574'THE STATION ON THE RIGHT.
 MN0574'
 MN0574'STATION MARKS ARE STANDARD DISKS STAMPED BETTY 1963.  THE
 MN0574'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0574'2 INCHES.  IT IS 66.5 FEET NORTHEAST OF A POWER POLE, 13
 MN0574'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 10 FEET EAST OF
 MN0574'A FENCE CORNER, 5.5 FEET EAST OF A METAL WITNESS POST AND 1
 MN0574'FOOT SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MN0574'IRREGULAR MASS ON CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 MN0574'GROUND.
 MN0574'
 MN0574'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETTY NO 1 1963,
 MN0574'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MN0574'IT IS 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND
 MN0574'1 FOOT SOUTH OF A FENCE.
 MN0574'
 MN0574'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETTY NO 2
 MN0574'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0574'IT IS 56 FEET NORTH OF THE METAL WITNESS POST, AND 2 FEET
 MN0574'SOUTHWEST OF A T-FENCE CORNER.
 MN0574'
 MN0574'AZIMUTH MARK IS A STANDARD DISK STAMPED BETTY 1963, SET IN
 MN0574'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30
 MN0574'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3.5 FEET SOUTHEAST
 MN0574'OF A FENCE CORNER, 3 FEET NORTH OF A POWER POLE, AND 1.5
 MN0574'FEET SOUTH OF A METAL WITNESS POST.
 MN0574'
 MN0574'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4128 ***********************************************************************
 AB4128  CBN         -  This is a Cooperative Base Network Control Station.
 AB4128  PACS        -  This is a Primary Airport Control Station.
 AB4128  DESIGNATION -  BIE A
 AB4128  PID         -  AB4128
 AB4128  STATE/COUNTY-  NE/GAGE
 AB4128  COUNTRY     -  US
 AB4128  USGS QUAD   -  BEATRICE WEST (2017)
 AB4128
 AB4128                         *CURRENT SURVEY CONTROL
 AB4128  ______________________________________________________________________
 AB4128* NAD 83(2011) POSITION- 40 17 41.60179(N) 096 45 08.40946(W)   ADJUSTED
 AB4128* NAD 83(2011) ELLIP HT-   370.246 (meters)        (06/27/12)   ADJUSTED
 AB4128* NAD 83(2011) EPOCH   -  2010.00
 AB4128* NAVD 88 ORTHO HEIGHT -   397.31  (meters)     1303.5   (feet) GPS OBS
 AB4128  ______________________________________________________________________
 AB4128  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4128  GEOID HEIGHT    -        -27.010 (meters)                     GEOID99
 AB4128  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 AB4128  NAD 83(2011) X  -   -572,825.140 (meters)                     COMP
 AB4128  NAD 83(2011) Y  - -4,838,085.266 (meters)                     COMP
 AB4128  NAD 83(2011) Z  -  4,103,253.928 (meters)                     COMP
 AB4128  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 AB4128
 AB4128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4128  Standards:
 AB4128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4128  -------------------------------------------------------------------
 AB4128  NETWORK    0.36   0.92           0.17   0.11   0.47      0.00839407
 AB4128  -------------------------------------------------------------------
 AB4128  Click here for local accuracies and other accuracy information.
 AB4128
 AB4128.This mark is at Beatrice Municipal Airport (BIE)
 AB4128
 AB4128.The horizontal coordinates were established by GPS observations
 AB4128.and adjusted by the National Geodetic Survey in June 2012.
 AB4128
 AB4128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4128.been affixed to the stable North American tectonic plate. See 
 AB4128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4128
 AB4128.The horizontal coordinates are valid at the epoch date displayed above
 AB4128.which is a decimal equivalence of Year/Month/Day.
 AB4128
 AB4128.The orthometric height was determined by GPS observations and a
 AB4128.high-resolution geoid model.
 AB4128
 AB4128.GPS derived orthometric heights for airport stations designated as
 AB4128.PACS or SACS are published to 2 decimal places.  This maintains
 AB4128.centimeter relative accuracy between the PACS and SACS.  It does
 AB4128.not indicate centimeter accuracy relative to other marks which are
 AB4128.part of the published vertical control network.
 AB4128
 AB4128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4128.GEOID18 height accuracy estimate available here.
 AB4128
 AB4128.Click photographs - Photos may exist for this station.
 AB4128
 AB4128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4128
 AB4128.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4128
 AB4128.The ellipsoidal height was determined by GPS observations
 AB4128.and is referenced to NAD 83.
 AB4128
 AB4128. The following values were computed from the NAD 83(2011) position.
 AB4128
 AB4128;                    North         East     Units Scale Factor Converg.
 AB4128;SPC NE       -    56,432.970   776,035.747   MT  0.99987969   +2 09 08.0
 AB4128;SPC NE       -   185,147.17  2,546,043.95   sFT  0.99987969   +2 09 08.0
 AB4128;UTM  14      - 4,462,911.946   691,040.176   MT  1.00004928   +1 27 14.6
 AB4128
 AB4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4128!SPC NE       -   0.99994192  x   0.99987969  =   0.99982162
 AB4128!UTM  14      -   0.99994192  x   1.00004928  =   0.99999120
 AB4128
 AB4128:                Primary Azimuth Mark                     Grid Az
 AB4128:SPC NE       -  BEAPORT AZ MK                            350 34 29.7
 AB4128:UTM  14      -  BEAPORT AZ MK                            351 16 23.1
 AB4128
 AB4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9104062911(NAD 83)
 AB4128
 AB4128|---------------------------------------------------------------------|
 AB4128| PID    Reference Object                     Distance      Geod. Az  |
 AB4128|                                                           dddmmss.s |
 AB4128| LG1203 BEAPORT AZ MK                       APPROX. 0.6 KM 3524337.7 |
 AB4128|---------------------------------------------------------------------|
 AB4128
 AB4128                          SUPERSEDED SURVEY CONTROL
 AB4128
 AB4128  NAD 83(2007)-  40 17 41.60177(N)    096 45 08.41015(W) AD(2002.00) 0
 AB4128  ELLIP H (02/10/07)  370.266  (m)                       GP(2002.00)    
 AB4128  ELLIP H (07/10/01)  370.243  (m)                       GP(       ) 4 1
 AB4128  NAD 83(1995)-  40 17 41.60166(N)    096 45 08.40944(W) AD(       ) B
 AB4128  ELLIP H (06/25/96)  370.325  (m)                       GP(       ) 1 1
 AB4128  NAVD 88 (06/25/96)  397.26   (m)  GEOID93  model used  GPS OBS        
 AB4128
 AB4128.Superseded values are not recommended for survey control.
 AB4128
 AB4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4128.See file dsdata.pdf to determine how the superseded data were derived.
 AB4128
 AB4128_MARKER: F = FLANGE-ENCASED ROD
 AB4128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4128_STAMPING: BIE A 1995
 AB4128_MARK LOGO: NGS
 AB4128_PROJECTION: FLUSH
 AB4128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4128+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 AB4128_ROD/PIPE-DEPTH: 9.54 meters
 AB4128_SLEEVE-DEPTH  : 1 meters
 AB4128
 AB4128  HISTORY     - Date     Condition        Report By
 AB4128  HISTORY     - 1995     MONUMENTED       NGS
 AB4128  HISTORY     - 19970522 GOOD             NGS
 AB4128  HISTORY     - 20000605 GOOD             NEDR
 AB4128  HISTORY     - 20061120 GOOD             NEDR
 AB4128  HISTORY     - 20080713 GOOD             WOOLPT
 AB4128  HISTORY     - 20091109 GOOD             HWSCON
 AB4128  HISTORY     - 20150811 GOOD             NEGS
 AB4128  HISTORY     - 20170103 GOOD             NEGS
 AB4128  HISTORY     - 20170202 GOOD             INDIV
 AB4128  HISTORY     - 20190903 GOOD             NEGS
 AB4128  HISTORY     - 20220815 GOOD             NEGS
 AB4128
 AB4128                          STATION DESCRIPTION
 AB4128
 AB4128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4128'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 AB4128'MI (4.0 KM) NORTH OF BEATRICE AND AT THE BEATRICE MUNICIPAL AIRPORT.
 AB4128'OWNERSHIP--BEATRICE AIRPORT AUTHORITY, BOX 277, BEATRICE NE 68310.
 AB4128'AIRPORT MANAGER, DON FRITZWATER, PHONE (402) 223-5349.  FBO (402)
 AB4128'223-5349.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB4128'AND STATE HIGHWAYS 4 AND 136 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 AB4128'FOR 2.4 MI (3.9 KM) TO A ROAD LEFT, TURN LEFT AND GO WESTERLY
 AB4128'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 AB4128'OFFICE ON THE RIGHT, CONTINUE AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD
 AB4128'SOUTHERLY FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 AB4128'PASS THROUGH GATE, TURN RIGHT THEN RIGHT AGAIN AND GO WESTERLY ON A
 AB4128'PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APRON ON THE WEST SIDE OF THE
 AB4128'OFFICE BUILDING, BEAR LEFT AND GO WEST ON THE APRON, THEN A CONNECTOR
 AB4128'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND
 AB4128'GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A RUNWAY
 AB4128'INTERSECTION, CONTINUE AHEAD AND GO SOUTH ON THE PARALLEL TAXIWAY FOR
 AB4128'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 324.0 FT
 AB4128'(98.8 M) EAST OF THE RUNWAY CENTER, 157.9 FT (48.1 M) EAST OF THE EAST
 AB4128'EDGE OF A CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN, 101.0 FT (30.8
 AB4128'M) NORTH OF A TAXIWAY LIGHT (23), 73.0 FT (22.3 M) WEST OF THE
 AB4128'PARALLEL TAXIWAY CENTER, 51.8 FT (15.8 M) WEST-SOUTHWEST OF A TAXIWAY
 AB4128'LIGHT (20), 49.5 FT (15.1 M) WEST-NORTHWEST OF A TAXIWAY LIGHT (21)
 AB4128'AND 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.  NOTE--THIS STATION WAS
 AB4128'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4128
 AB4128                          STATION RECOVERY (1997)
 AB4128
 AB4128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4128'RECOVERED AS DESCRIBED.
 AB4128
 AB4128                          STATION RECOVERY (2000)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4128'RECOVERED AS DESCRIBED.
 AB4128
 AB4128                          STATION RECOVERY (2006)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JPC)
 AB4128'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 AB4128'STATION IN GOOD CONDITION, THE NEW AIRPORT MANAGER IS DIANA SMITH AT
 AB4128'(402) 223-5349
 AB4128
 AB4128                          STATION RECOVERY (2008)
 AB4128
 AB4128'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DMM)
 AB4128'RECOVERED AS DESCRIBED.
 AB4128
 AB4128                          STATION RECOVERY (2009)
 AB4128
 AB4128'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 AB4128'RECOVERED IN GOOD CONDITION.
 AB4128
 AB4128                          STATION RECOVERY (2015)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (LB)
 AB4128'RECOVERED IN GOOD CONDITION.
 AB4128
 AB4128                          STATION RECOVERY (2017)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 AB4128'RECOVERED IN GOOD CONDITION
 AB4128
 AB4128                          STATION RECOVERY (2017)
 AB4128
 AB4128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 AB4128'RECOVERED AS DESCRIBED. USING BM BEATRICE TO BM M-174, WE ESTABLISHED
 AB4128'A ROD ELEVATION ON THIS MARK. ELEVATION IS 1303.564 ON FEB. 2ND 2017.
 AB4128
 AB4128                          STATION RECOVERY (2019)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (SB)
 AB4128'THE ORIGINAL STATION DESCRIPTION IS STILL SUITABLE.
 AB4128
 AB4128                          STATION RECOVERY (2022)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (CV)
 AB4128'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND U.S. HWY.136 IN
 AB4128'BEATRICE, NE., GO NORTH ON U.S. HIGHWAY 77 APPROXIMATELY 2.4 MI (3.9
 AB4128'KM) TO THE JUNCTION OF U.S. HIGHWAY 77 AND AIRPORT AVE.  TURN LEFT AND
 AB4128'GO WEST ON AIRPORT AVENUE.  APPROXIMATELY 0.1 MI (0.2 KM) TO A GATE TO
 AB4128'THE NORTHWEST.  GO NORTHWEST THROUGH GATE ONTO THE RAMP.  GO SOUTH
 AB4128'WEST APPROXIMATELY 0.1 MI (0.2 KM) PAST THE PHILLIPS FUEL PUMP (ON THE
 AB4128'WEST SIDE OF THE AIRPORT OFFICE) TO AND EAST TO WEST TAXIWAY.  GO
 AB4128'APPROXIMATELY 300' TO THE NORTH TO SOUTH PARALLEL TAXIWAY.  TURN LEFT
 AB4128'AND GO SOUTH ON PARALLEL TAXIWAY APPROXIMATELY 0.34 MILES (CROSSING
 AB4128'THE DIAGONAL RUNWAY) TO THE MARK ON THE RIGHT (WEST).  THE MARK IS
 AB4128'2.0' SOUTH OF A WITNESS POST, 49.5' WEST-NORTHWEST OF A TAXIWAY LIGHT
 AB4128'21, 51.8' WEST-SOUTHWEST OF A TAXIWAY LIGHT 20, 73' WEST OF THE
 AB4128'CENTERLINE OF THE PARALLEL TAXIWAY, 101' NORTH OF A TAXIWAY LIGHT 23
 AB4128'AND 324' EAST OF THE CENTERLINE OF RUNWAY 36.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0429 ***********************************************************************
 MN0429  DESIGNATION -  BIG
 MN0429  PID         -  MN0429
 MN0429  STATE/COUNTY-  NE/DEUEL
 MN0429  COUNTRY     -  US
 MN0429  USGS QUAD   -  BARTON (2017)
 MN0429
 MN0429                         *CURRENT SURVEY CONTROL
 MN0429  ______________________________________________________________________
 MN0429* NAD 83(1995) POSITION- 41 05 28.94627(N) 102 10 13.44409(W)   ADJUSTED
 MN0429* NAVD 88 ORTHO HEIGHT -  1097.    (meters)     3599.    (feet) SCALED
 MN0429  ______________________________________________________________________
 MN0429  GEOID HEIGHT    -        -20.483 (meters)                     GEOID18
 MN0429  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 MN0429  HORZ ORDER      -  THIRD
 MN0429
 MN0429.The horizontal coordinates were established by classical geodetic methods
 MN0429.and adjusted by the National Geodetic Survey in August 1997.
 MN0429
 MN0429.The orthometric height was scaled from a topographic map.
 MN0429
 MN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0429.GEOID18 height accuracy estimate available here.
 MN0429
 MN0429.Click photographs - Photos may exist for this station.
 MN0429
 MN0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0429
 MN0429. The following values were computed from the NAD 83(1995) position.
 MN0429
 MN0429;                    North         East     Units Scale Factor Converg.
 MN0429;SPC NE       -   141,963.312   317,721.976   MT  0.99968460   -1 26 17.9
 MN0429;SPC NE       -   465,757.97  1,042,392.85   sFT  0.99968460   -1 26 17.9
 MN0429;UTM  13      - 4,552,759.325   737,657.965   MT  1.00029520   +1 51 38.4
 MN0429
 MN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0429!SPC NE       -   0.99983109  x   0.99968460  =   0.99951575
 MN0429!UTM  13      -   0.99983109  x   1.00029520  =   1.00012624
 MN0429
 MN0429:                Primary Azimuth Mark                     Grid Az
 MN0429:SPC NE       -  BIG AZ MK                                094 18 34.7
 MN0429:UTM  13      -  BIG AZ MK                                091 00 38.4
 MN0429
 MN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3765752759(NAD 83)
 MN0429
 MN0429|---------------------------------------------------------------------|
 MN0429| PID    Reference Object                     Distance      Geod. Az  |
 MN0429|                                                           dddmmss.s |
 MN0429| CP7439 BIG RM 1                             36.735 METERS 03211     |
 MN0429| CP7440 BIG RM 2                             19.505 METERS 09134     |
 MN0429| CP7438 BIG AZ MK                                          0925216.8 |
 MN0429|---------------------------------------------------------------------|
 MN0429
 MN0429                          SUPERSEDED SURVEY CONTROL
 MN0429
 MN0429  NAD 83(1992)-  41 05 28.94603(N)    102 10 13.44525(W) AD(       ) 3
 MN0429  NAD 83(1986)-  41 05 28.94564(N)    102 10 13.44518(W) AD(       ) 3
 MN0429  NAD 27      -  41 05 28.97990(N)    102 10 11.78430(W) AD(       ) 3
 MN0429
 MN0429.Superseded values are not recommended for survey control.
 MN0429
 MN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0429.See file dsdata.pdf to determine how the superseded data were derived.
 MN0429
 MN0429_MARKER: DS = TRIANGULATION STATION DISK
 MN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0429_STAMPING: BIG 1963
 MN0429_MARK LOGO: CGS
 MN0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0429+STABILITY: SURFACE MOTION
 MN0429
 MN0429  HISTORY     - Date     Condition        Report By
 MN0429  HISTORY     - 1963     MONUMENTED       CGS
 MN0429
 MN0429                          STATION DESCRIPTION
 MN0429
 MN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0429'THE STATION IS LOCATED ABOUT 16 MILES EAST OF CHAPELL AND 6 MILES
 MN0429'NORTHWEST OF BIG SPRINGS.  IT IS NEAR THE NORTH RIGHT-OF-WAY
 MN0429'LINE ALONG U.S. HIGHWAY 30.
 MN0429'
 MN0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MN0429'385 IN CHAPELL, DRIVE EAST ON U.S. HIGHWAY 30 FOR 6.9 MILES
 MN0429'TO THE JUNCTION OF STATE HIGHWAY 27.  CONTINUE EAST ON U.S.
 MN0429'HIGHWAY 30 FOR 9.0 MILE TO A CROSS ROAD AND THE STATION ON
 MN0429'THE NORTH SIDE OF THE HIGHWAY.
 MN0429'
 MN0429'THE STATION MARK IS A STANDARD DISK, STAMPED BIG 1963, SET
 MN0429'IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0429'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 MN0429'SURFACE.  IT IS 42.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MN0429'30, 36.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0429'ROAD, 3.8 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 MN0429'ATTACHED AND 3.0 FEET NORTH OF A POWER LINE POLE.
 MN0429'
 MN0429'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1963,
 MN0429'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0429'10 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE
 MN0429'GROUND SURFACE.  IT IS 145 FEET NORTH OF THE CENTER OF U.S.
 MN0429'HIGHWAY 30, 31.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0429'GRAVELED ROAD AND 0.4 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 MN0429'ALONG THE GRAVELED ROAD.
 MN0429'
 MN0429'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1963,
 MN0429'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10
 MN0429'INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 MN0429'SURFACE.  IT IS 41.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MN0429'30, 31.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0429'ROAD, 2.5 FEET NORTHWEST OF A POWER LINE POLE AND 1.0
 MN0429'NORTHWEST OF A FENCE CORNER POST.
 MN0429'
 MN0429'TO REACH THE AZIMUTH MARK FROM THE STATION AND CROSS ROAD,
 MN0429'DRIVE EAST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO THE AZIMUTH MARK
 MN0429'ON THE SOUTH SIDE OF THE HIGHWAY.
 MN0429'
 MN0429'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1963, SET IN
 MN0429'THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0429'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 MN0429'IT IS 31.6 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30, 1.6
 MN0429'FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0429'AND 1.0 FOOT WEST OF A TELEPHONE POLE WITH A GUY CABLE ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0469 ***********************************************************************
 NO0469  DESIGNATION -  BIG CREEK
 NO0469  PID         -  NO0469
 NO0469  STATE/COUNTY-  NE/CHERRY
 NO0469  COUNTRY     -  US
 NO0469  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0469
 NO0469                         *CURRENT SURVEY CONTROL
 NO0469  ______________________________________________________________________
 NO0469* NAD 83(1995) POSITION- 42 18 55.49957(N) 101 02 17.76326(W)   ADJUSTED
 NO0469* NAVD 88 ORTHO HEIGHT -  1068.0   (meters)     3504.    (feet) VERTCON
 NO0469  ______________________________________________________________________
 NO0469  GEOID HEIGHT    -        -20.438 (meters)                     GEOID18
 NO0469  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 NO0469  HORZ ORDER      -  FIRST
 NO0469
 NO0469.The horizontal coordinates were established by classical geodetic methods
 NO0469.and adjusted by the National Geodetic Survey in August 1997.
 NO0469
 NO0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0469
 NO0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0469.GEOID18 height accuracy estimate available here.
 NO0469
 NO0469.Click photographs - Photos may exist for this station.
 NO0469
 NO0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0469
 NO0469. The following values were computed from the NAD 83(1995) position.
 NO0469
 NO0469;                    North         East     Units Scale Factor Converg.
 NO0469;SPC NE       -   276,097.477   414,427.590   MT  0.99975843   -0 41 17.0
 NO0469;SPC NE       -   905,829.81  1,359,667.85   sFT  0.99975843   -0 41 17.0
 NO0469;UTM  14      - 4,686,809.365   332,028.338   MT  0.99994716   -1 22 21.0
 NO0469
 NO0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0469!SPC NE       -   0.99983573  x   0.99975843  =   0.99959420
 NO0469!UTM  14      -   0.99983573  x   0.99994716  =   0.99978290
 NO0469
 NO0469:                Primary Azimuth Mark                     Grid Az
 NO0469:SPC NE       -  BIG CREEK AZ MK                          329 56 29.2
 NO0469:UTM  14      -  BIG CREEK AZ MK                          330 37 33.2
 NO0469
 NO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3202886809(NAD 83)
 NO0469
 NO0469|---------------------------------------------------------------------|
 NO0469| PID    Reference Object                     Distance      Geod. Az  |
 NO0469|                                                           dddmmss.s |
 NO0469| CP9649 BIG CREEK RM 1                       39.545 METERS 12031     |
 NO0469| CP9650 BIG CREEK RM 2                       35.092 METERS 21236     |
 NO0469| CP9648 BIG CREEK AZ MK                                    3291512.2 |
 NO0469|---------------------------------------------------------------------|
 NO0469
 NO0469                          SUPERSEDED SURVEY CONTROL
 NO0469
 NO0469  NAD 83(1986)-  42 18 55.49850(N)    101 02 17.76970(W) AD(       ) 1
 NO0469  NAD 27      -  42 18 55.49500(N)    101 02 16.19800(W) AD(       ) 1
 NO0469  NGVD 29 (07/19/86) 1067.7    (m)         3503.     (f) VERT ANG       
 NO0469
 NO0469.Superseded values are not recommended for survey control.
 NO0469
 NO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0469.See file dsdata.pdf to determine how the superseded data were derived.
 NO0469
 NO0469_MARKER: DS = TRIANGULATION STATION DISK
 NO0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0469_STAMPING: BIG CREEK 1933
 NO0469_MARK LOGO: CGS
 NO0469_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0469
 NO0469  HISTORY     - Date     Condition        Report By
 NO0469  HISTORY     - 1933     MONUMENTED       CGS
 NO0469  HISTORY     - 1946     GOOD             CGS
 NO0469  HISTORY     - 1949     GOOD             CGS
 NO0469
 NO0469                          STATION DESCRIPTION
 NO0469
 NO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0469'STATION IS ABOUT 19 MILES NORTH OF MULLEN, SOUTH OF BIG CREEK
 NO0469'NEAR QUARTER CORNER SECTIONS 15 AND 14 T. 27 N., R. 32 W.
 NO0469'FROM MULLEN FOLLOW G.P. HIGHWAY NORTH 19.3 MILE TO TOP OF
 NO0469'HEAVY GRADE.  STATION IS WEST OF THIS POINT ABOUT 1/2 MILE.
 NO0469'TRUCK CAN BE DRIVEN UP BY GOING UP FROM THE NORTHWEST SIDE
 NO0469'OF HILL.  IT IS ON THE NORTHEASTERLY OF TWO HIGHEST SUMMITS.
 NO0469'
 NO0469'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.
 NO0469'
 NO0469'REFERENCE MARK NO. 2 IS WEST OF STATION AT BREAK IN SMALL
 NO0469'HILL.
 NO0469'
 NO0469'AZIMUTH MARK IS NORTHWEST BY NORTH FROM STATION IN FENCE
 NO0469'LINE, WHICH IS THE QUARTER FENCE DIVIDING SECTION 15.  FENCE
 NO0469'RUNS EAST AND WEST.  ALL MARKS ARE CAST-IRON, CONCRETE FILLED
 NO0469'PIPES WITH STANDARD BRONZE DISKS IN TOP.  PIPE SET FIVE
 NO0469'FEET IN GROUND AND PROTRUDING ABOUT 0.5 FEET.
 NO0469'
 NO0469'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NO0469
 NO0469                          STATION RECOVERY (1946)
 NO0469
 NO0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0469'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 NO0469'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NO0469'
 NO0469'LOCATED ABOUT 19 MILES, AIRLINE, NORTH OF MULLEN ON THE
 NO0469'NORTHEASTERLY SUMMIT OF AN EAST-WEST RIDGE AND ABOUT 1.5 MILES
 NO0469'SOUTHWEST OF A SMALL SCHOOL HOUSE.  IT IS 6 FEET SOUTHEAST
 NO0469'OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.
 NO0469'IT IS A STANDARD DISK STAMPED BIG CREEK 1933, CEMENTED IN
 NO0469'THE TOP OF A 4-INCH IRON SOIL PIPE PROJECTING 8 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL.  IT IS
 NO0469'A STANDARD DISK, STAMPED BIG GREER NO 1 1933 CEMENTED IN THE TOP OF
 NO0469'A 4-INCH IRON SOIL PIPE PROJECTING 8 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 2 IS ON A SMALL ROUNDED KNOLL SOUTHWEST
 NO0469'OF THE STATION.  IT IS A STANDARD DISK, STAMPED BIG CREEK
 NO0469'NO 2 1946, CEMENTED IN THE TOP OF A 4-INCH IRON SOIL PIPE
 NO0469'PROJECTING 6 INCHES.
 NO0469'
 NO0469'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 3 FEET
 NO0469'SOUTH OF AN EAST-WEST FENCE LINE AND 1.5 FEET SOUTHEAST OF
 NO0469'A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.  IT
 NO0469'IS A STANDARD REFERENCE MARK DISK, STAMPED BIG CREEK AZIMUTH
 NO0469'1933, CEMENTED IN THE TOP OF A 4-INCH IRON SOIL PIPE PROJECTING
 NO0469'6 INCHES.
 NO0469'
 NO0469'REACHED FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET
 NO0469'IN MULLEN, GO NORTH ON MAIN STREET FOR 0.2 MILE, TURN RIGHT
 NO0469'AND GO 0.05 MILE AND TURN LEFT.  FOLLOW THE MAIN TRAVELED
 NO0469'ROAD DUE NORTH FOR 20.25 MILES TO A SIDE ROAD LEFT AT MAILBOXES.
 NO0469'THIS POINT IS 0.3 MILES BEFORE REACHING A SMALL SCHOOL ON
 NO0469'THE RIGHT AND JUST AFTER PASSING OVER A RIDGE.  TURN LEFT
 NO0469'ON SIDE ROAD AND GO 0.4 MILE, HERE TURN LEFT, SOUTHWEST AND
 NO0469'GO 0.65 MILE, UP HILL, TO THE AZIMUTH MARK.  TAKE DOWN FENCE
 NO0469'AND GO 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 NO0469'STATION AS DESCRIBED.
 NO0469
 NO0469                          STATION RECOVERY (1949)
 NO0469
 NO0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0469'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 NO0469'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0469'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR.
 NO0469'
 NO0469'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0469'
 NO0469'THE STATION IS LOCATED ABOUT 19.0 MILES NORTH OF MULLEN, 1.5
 NO0469'MILES SOUTHWEST OF SMALL SCHOOL HOUSE AND ON THE SUMMIT OF
 NO0469'A LARGE SAND HILL.  IT IS NEAR THE CENTER OF HILL SET IN
 NO0469'THE CENTER OF SMALL SAND BLOWOUT, 7 FEET NORTHEAST OF WITNESS
 NO0469'POST.  IT IS A STANDARD DISK STAMPED BIG CREEK 1933, CEMENTED
 NO0469'IN THE TOP OF A 4 INCH IRON SOIL PIPE PROJECTING 18 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ON THE
 NO0469'SOUTHEAST EDGE OF THE HILL.  IT IS A STANDARD DISK STAMPED
 NO0469'BIG CREEK NO 1 1933, CEMENTED IN THE TOP OF A 4 INCH IRON
 NO0469'SOIL PIPE PROJECTING 4 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ON
 NO0469'THE SOUTHWEST EDGE OF THE HILL.  IT IS A STANDARD DISK STAMPED
 NO0469'BIG CREEK NO 2 1933, CEMENTED IN THE TOP OF A 4 INCH IRON
 NO0469'SOIL PIPE PROJECTING 4 INCHES.
 NO0469'
 NO0469'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 3 FEET SOUTH
 NO0469'OF EAST-WEST FENCE LINE AND 1.5 FEET SOUTHEAST OF WITNESS
 NO0469'POST.  IT IS A STANDARD DISK STAMPED BIG CREEK AZIMUTH 1933,
 NO0469'CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE PROJECTING
 NO0469'4 INCHES.
 NO0469'
 NO0469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2
 NO0469'AND THE MAIN STREET IN MULLEN, GO NORTH ON MAIN STREET FOR
 NO0469'0.2 MILE, TURN RIGHT AND GO EAST FOR 0.05 MILE TO T-ROAD
 NO0469'LEFT, TURN LEFT AND GO NORTH ON MAIN TRAVELED ROAD FOR 20.5
 NO0469'MILES TO SIDE ROAD LEFT ABOUT 0.3 MILE BEFORE REACHING SCHOOL
 NO0469'HOUSE ON THE RIGHT, TURN LEFT AND GO WEST FOR 0.4 MILE, TURN
 NO0469'LEFT AND LEAVE TRACK ROAD GOING SOUTHWEST FOR 0.65 MILE TO
 NO0469'FENCE LINE RUNNING EAST-WEST ALONG THE TOP OF RIDGE AND
 NO0469'AZIMUTH MARK JUST SOUTH OF FENCE AS DESCRIBED, TAKE DOWN
 NO0469'FENCE AND GO 0.2 MILE SOUTHEAST TO HIGHEST POINT AND STATION
 NO0469'AS DESCRIBED.
 NO0469'
 NO0469'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NO0469'
 NO0469'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET.
 NO0469'
 NO0469'A 74 FOOT SIGNAL AT STATION HANNA IS VISIBLE AT 4 FEET.
 NO0469'
 NO0469'A 4 FOOT SIGNAL AT STATION ROBINSON 1933 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0642 ***********************************************************************
 MN0642  DESIGNATION -  BIG HORN
 MN0642  PID         -  MN0642
 MN0642  STATE/COUNTY-  NE/BANNER
 MN0642  COUNTRY     -  US
 MN0642  USGS QUAD   -  INDIAN SPRINGS (2017)
 MN0642
 MN0642                         *CURRENT SURVEY CONTROL
 MN0642  ______________________________________________________________________
 MN0642* NAD 83(1995) POSITION- 41 32 45.93366(N) 103 33 42.35625(W)   ADJUSTED
 MN0642* NAVD 88 ORTHO HEIGHT -  1434.    (meters)     4705.    (feet) SCALED
 MN0642  ______________________________________________________________________
 MN0642  GEOID HEIGHT    -        -19.264 (meters)                     GEOID18
 MN0642  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 MN0642  HORZ ORDER      -  SECOND
 MN0642
 MN0642.The horizontal coordinates were established by classical geodetic methods
 MN0642.and adjusted by the National Geodetic Survey in August 1997.
 MN0642
 MN0642.The orthometric height was scaled from a topographic map.
 MN0642
 MN0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0642.GEOID18 height accuracy estimate available here.
 MN0642
 MN0642.Click photographs - Photos may exist for this station.
 MN0642
 MN0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0642
 MN0642. The following values were computed from the NAD 83(1995) position.
 MN0642
 MN0642;                    North         East     Units Scale Factor Converg.
 MN0642;SPC NE       -   196,278.002   203,002.592   MT  0.99965884   -2 21 37.3
 MN0642;SPC NE       -   643,955.41    666,017.67   sFT  0.99965884   -2 21 37.3
 MN0642;UTM  13      - 4,600,380.044   619,955.413   MT  0.99977708   +0 57 14.3
 MN0642
 MN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0642!SPC NE       -   0.99977820  x   0.99965884  =   0.99943711
 MN0642!UTM  13      -   0.99977820  x   0.99977708  =   0.99955533
 MN0642
 MN0642:                Primary Azimuth Mark                     Grid Az
 MN0642:SPC NE       -  BIG HORN AZ MK                           293 49 28.3
 MN0642:UTM  13      -  BIG HORN AZ MK                           290 30 36.7
 MN0642
 MN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1995500380(NAD 83)
 MN0642
 MN0642|---------------------------------------------------------------------|
 MN0642| PID    Reference Object                     Distance      Geod. Az  |
 MN0642|                                                           dddmmss.s |
 MN0642| CP7442 BIG HORN RM 1                        16.340 METERS 05917     |
 MN0642| CP7443 BIG HORN RM 2                        15.922 METERS 13855     |
 MN0642| CP7441 BIG HORN AZ MK                                     2912751.0 |
 MN0642|---------------------------------------------------------------------|
 MN0642
 MN0642                          SUPERSEDED SURVEY CONTROL
 MN0642
 MN0642  NAD 83(1993)-  41 32 45.93354(N)    103 33 42.35595(W) AD(       ) 2
 MN0642  NAD 83(1986)-  41 32 45.92326(N)    103 33 42.35799(W) AD(       ) 2
 MN0642  NAD 27      -  41 32 46.01840(N)    103 33 40.57400(W) AD(       ) 2
 MN0642
 MN0642.Superseded values are not recommended for survey control.
 MN0642
 MN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0642.See file dsdata.pdf to determine how the superseded data were derived.
 MN0642
 MN0642_MARKER: DS = TRIANGULATION STATION DISK
 MN0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0642_STAMPING: BIG HORN 1963
 MN0642_MARK LOGO: CGS
 MN0642_PROJECTION: FLUSH
 MN0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0642+STABILITY: SURFACE MOTION
 MN0642
 MN0642  HISTORY     - Date     Condition        Report By
 MN0642  HISTORY     - 1963     MONUMENTED       CGS
 MN0642
 MN0642                          STATION DESCRIPTION
 MN0642
 MN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0642'THE STATION IS ON THE TOP OF A SMALL CONE SHAPED KNOLL,
 MN0642'9-1/2 MILES EAST OF HARRISBURG, AND ON PROPERTY OWNED BY
 MN0642'MR. GEORGE CASHLER.
 MN0642'
 MN0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0642'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0642'24.3 MILES TO STATE HIGHWAY 88 ON THE RIGHT.  TURN RIGHT AND
 MN0642'GO EAST ON HIGHWAY 88 FOR 6.05 MILES TO A SIDE ROAD ON THE
 MN0642'RIGHT WHICH IS AT THE WEST BASE OF A HILL.  TURN RIGHT AND
 MN0642'GO SOUTH ON A SECTION LINE ROAD FOR 1.0 MILE TO A T-ROAD.
 MN0642'TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 1.0 MILE TO A
 MN0642'TRACK ROAD ON THE LEFT.  BEAR LEFT FOR ABOUT 100 FEET TO A
 MN0642'FORK.  BEAR LEFT AND GO SOUTH ON A TRACK ROAD FOR 1.2 MILES
 MN0642'TO A GATE AT THE SOUTH END OF A LANE AND THE AZIMUTH MARK
 MN0642'ON THE RIGHT.  PASS THROUGH THE GATE, BEAR LEFT, AND GO
 MN0642'EASTERLY ON THE TRACK ROAD FOR 0.8 MILE TO A WIRE GATE ON
 MN0642'THE RIGHT, IN THE EAST-WEST FENCE.  CONTINUE EAST AND
 MN0642'SOUTH ON THE TRACK ROAD FOR 0.35 MILE TO A WIRE GATE NEAR
 MN0642'THE TOP OF A HILL.  TURN RIGHT AND GO WEST FOR 147 FEET TO
 MN0642'THE STATION AT THE TOP OF THE HILL.
 MN0642'
 MN0642'STATION MARKS ARE STANDARD DISKS STAMPED BIG HORN 1963.  THE
 MN0642'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0642'SURFACE OF THE GROUND.  IT IS 32 FEET NORTH OF THE FENCE.
 MN0642'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MN0642'42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0642'
 MN0642'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIG HORN NO 1
 MN0642'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0642'OF THE GROUND.  IT IS ON THE NORTHEAST SLOPE OF THE HILL AND
 MN0642'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 MN0642'
 MN0642'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIG HORN NO 2
 MN0642'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0642'OF THE GROUND.  IT IS ON THE SOUTHEAST SLOPE OF THE HILL,
 MN0642'99 FEET WEST OF THE CENTER OF THE WIRE GATE, 2 FEET NORTH
 MN0642'OF THE FENCE, AND ABOUT 8 FEET LOWER IN ELEVATION THAN THE
 MN0642'STATION.
 MN0642'
 MN0642'AZIMUTH MARK, A STANDARD DISK STAMPED BIG HORN 1963, IS SET
 MN0642'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0642'GROUND.  IT IS 29 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 MN0642'9 FEET SOUTH OF A FENCE CORNER, 2.5 FEET SOUTHEAST OF A METAL
 MN0642'WITNESS POST, AND 2 FEET EAST OF THE FENCE.
 MN0642'
 MN0642'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0426 ***********************************************************************
 MN0426  DESIGNATION -  BIG SPRINGS K N NAT GAS MAST
 MN0426  PID         -  MN0426
 MN0426  STATE/COUNTY-  NE/DEUEL
 MN0426  COUNTRY     -  US
 MN0426  USGS QUAD   -  BARTON (2017)
 MN0426
 MN0426                         *CURRENT SURVEY CONTROL
 MN0426  ______________________________________________________________________
 MN0426* NAD 83(1995) POSITION- 41 05 30.48762(N) 102 10 06.84626(W)   ADJUSTED
 MN0426  ______________________________________________________________________
 MN0426  GEOID HEIGHT    -        -20.484 (meters)                     GEOID18
 MN0426  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 MN0426  HORZ ORDER      -  THIRD
 MN0426
 MN0426.The horizontal coordinates were established by classical geodetic methods
 MN0426.and adjusted by the National Geodetic Survey in August 1997.
 MN0426
 MN0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0426.GEOID18 height accuracy estimate available here.
 MN0426
 MN0426.Click photographs - Photos may exist for this station.
 MN0426
 MN0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0426
 MN0426. The following values were computed from the NAD 83(1995) position.
 MN0426
 MN0426;                    North         East     Units Scale Factor Converg.
 MN0426;SPC NE       -   142,006.969   317,877.055   MT  0.99968455   -1 26 13.6
 MN0426;SPC NE       -   465,901.20  1,042,901.64   sFT  0.99968455   -1 26 13.6
 MN0426;UTM  13      - 4,552,811.866   737,810.368   MT  1.00029609   +1 51 42.8
 MN0426
 MN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3781052811(NAD 83)
 MN0426
 MN0426                          SUPERSEDED SURVEY CONTROL
 MN0426
 MN0426  NAD 83(1992)-  41 05 30.48730(N)    102 10 06.84729(W) AD(       ) 3
 MN0426  NAD 83(1986)-  41 05 30.48672(N)    102 10 06.84645(W) AD(       ) 3
 MN0426  NAD 27      -  41 05 30.52200(N)    102 10 05.18500(W) AD(       ) 3
 MN0426
 MN0426.Superseded values are not recommended for survey control.
 MN0426
 MN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0426.See file dsdata.pdf to determine how the superseded data were derived.
 MN0426
 MN0426_MARKER: 42 = RADIO/TV MAST
 MN0426
 MN0426  HISTORY     - Date     Condition        Report By
 MN0426  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0426
 MN0426                          STATION DESCRIPTION
 MN0426
 MN0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0426'THE STATION IS THE CENTER OF A RED LIGHT LOCATED ATOP THE BIG
 MN0426'SPRINGS, KANSAS-NEBRASKA NATURAL GAS CO. SHORT-WAVE MAST.  THE
 MN0426'MAST IS A 1 COLUMN, 12-INCH SQUARE MAST AND IS PAINTED SILVER.
 MN0426'THE MAST IS 250 FEET IN HEIGHT AND IS LOCATED 5 MILES WEST AND
 MN0426'2 MILES NORTH OF BIG SPRINGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0427 ***********************************************************************
 MN0427  DESIGNATION -  BIG SPRINGS K N NAT GAS TANK
 MN0427  PID         -  MN0427
 MN0427  STATE/COUNTY-  NE/DEUEL
 MN0427  COUNTRY     -  US
 MN0427  USGS QUAD   -  BARTON (2017)
 MN0427
 MN0427                         *CURRENT SURVEY CONTROL
 MN0427  ______________________________________________________________________
 MN0427* NAD 83(1995) POSITION- 41 05 32.43884(N) 102 10 03.23018(W)   ADJUSTED
 MN0427  ______________________________________________________________________
 MN0427  GEOID HEIGHT    -        -20.485 (meters)                     GEOID18
 MN0427  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 MN0427  HORZ ORDER      -  THIRD
 MN0427
 MN0427.The horizontal coordinates were established by classical geodetic methods
 MN0427.and adjusted by the National Geodetic Survey in August 1997.
 MN0427
 MN0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0427.GEOID18 height accuracy estimate available here.
 MN0427
 MN0427.Click photographs - Photos may exist for this station.
 MN0427
 MN0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0427
 MN0427. The following values were computed from the NAD 83(1995) position.
 MN0427
 MN0427;                    North         East     Units Scale Factor Converg.
 MN0427;SPC NE       -   142,065.008   317,962.904   MT  0.99968448   -1 26 11.2
 MN0427;SPC NE       -   466,091.61  1,043,183.29   sFT  0.99968448   -1 26 11.2
 MN0427;UTM  13      - 4,552,874.788   737,892.785   MT  1.00029657   +1 51 45.2
 MN0427
 MN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3789252874(NAD 83)
 MN0427
 MN0427                          SUPERSEDED SURVEY CONTROL
 MN0427
 MN0427  NAD 83(1992)-  41 05 32.43859(N)    102 10 03.23124(W) AD(       ) 3
 MN0427  NAD 83(1986)-  41 05 32.43799(N)    102 10 03.23041(W) AD(       ) 3
 MN0427  NAD 27      -  41 05 32.47400(N)    102 10 01.56900(W) AD(       ) 3
 MN0427
 MN0427.Superseded values are not recommended for survey control.
 MN0427
 MN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0427.See file dsdata.pdf to determine how the superseded data were derived.
 MN0427
 MN0427_MARKER: 53 = ELEVATED TANK
 MN0427_MARK LOGO: CGS
 MN0427
 MN0427  HISTORY     - Date     Condition        Report By
 MN0427  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0427  HISTORY     - 1963     GOOD             CGS
 MN0427  HISTORY     - 19850724 GOOD             NGS
 MN0427
 MN0427                          STATION DESCRIPTION
 MN0427
 MN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0427'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE BIG
 MN0427'SPRINGS, KANSAS-NEBRASKA NATURAL GAS CO. WATER TANK.  THE
 MN0427'WATER TANK IS A SIX LEGGED STRUCTURE PAINTED SILVER WITH A CENTER
 MN0427'STANDPIPE.  THE TANK IS 100 FEET IN HEIGHT AND IS LOCATED 5
 MN0427'MILES WEST AND 2 MILES NORTH OF BIG SPRINGS.
 MN0427
 MN0427                          STATION RECOVERY (1963)
 MN0427
 MN0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0427'RECOVERED IN GOOD CONDITION.
 MN0427
 MN0427                          STATION RECOVERY (1985)
 MN0427
 MN0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0424 ***********************************************************************
 MN0424  DESIGNATION -  BIG SPRINGS MUNICIPAL TANK
 MN0424  PID         -  MN0424
 MN0424  STATE/COUNTY-  NE/DEUEL
 MN0424  COUNTRY     -  US
 MN0424  USGS QUAD   -  BIG SPRINGS (2017)
 MN0424
 MN0424                         *CURRENT SURVEY CONTROL
 MN0424  ______________________________________________________________________
 MN0424* NAD 83(1995) POSITION- 41 03 56.75933(N) 102 04 18.84459(W)   ADJUSTED
 MN0424  ______________________________________________________________________
 MN0424  GEOID HEIGHT    -        -20.638 (meters)                     GEOID18
 MN0424  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 MN0424  HORZ ORDER      -  THIRD
 MN0424
 MN0424.The horizontal coordinates were established by classical geodetic methods
 MN0424.and adjusted by the National Geodetic Survey in August 1997.
 MN0424
 MN0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0424.GEOID18 height accuracy estimate available here.
 MN0424
 MN0424.Click photographs - Photos may exist for this station.
 MN0424
 MN0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0424
 MN0424. The following values were computed from the NAD 83(1995) position.
 MN0424
 MN0424;                    North         East     Units Scale Factor Converg.
 MN0424;SPC NE       -   138,918.218   325,924.602   MT  0.99968791   -1 22 23.0
 MN0424;SPC NE       -   455,767.52  1,069,304.30   sFT  0.99968791   -1 22 23.0
 MN0424;UTM  13      - 4,550,189.575   746,027.502   MT  1.00034504   +1 55 28.2
 MN0424;UTM  14      - 4,550,605.615   241,888.219   MT  1.00042003   -2 01 08.8
 MN0424
 MN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4602750189(NAD 83)
 MN0424
 MN0424                          SUPERSEDED SURVEY CONTROL
 MN0424
 MN0424  NAD 83(1992)-  41 03 56.75840(N)    102 04 18.84459(W) AD(       ) 3
 MN0424  NAD 83(1986)-  41 03 56.75636(N)    102 04 18.84697(W) AD(       ) 3
 MN0424  NAD 27      -  41 03 56.78400(N)    102 04 17.18800(W) AD(       ) 3
 MN0424
 MN0424.Superseded values are not recommended for survey control.
 MN0424
 MN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0424.See file dsdata.pdf to determine how the superseded data were derived.
 MN0424
 MN0424_MARKER: 53 = ELEVATED TANK
 MN0424_MARK LOGO: CGS
 MN0424
 MN0424  HISTORY     - Date     Condition        Report By
 MN0424  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0424  HISTORY     - 1963     GOOD             CGS
 MN0424  HISTORY     - 19780321 GOOD             NGS
 MN0424
 MN0424                          STATION DESCRIPTION
 MN0424
 MN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0424'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE BIG
 MN0424'SPRINGS, MUNICIPAL WATER TANK.  THE WATER TANK IS A FOUR LEGGED
 MN0424'STRUCTURE PAINTED SILVER WITH A CENTER STANDPIPE.  THE TANK IS
 MN0424'75 FEET IN HEIGHT AND IS LOCATED IN THE NORTHEAST PART OF BIG
 MN0424'SPRINGS.
 MN0424
 MN0424                          STATION RECOVERY (1978)
 MN0424
 MN0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MN0424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0657 ***********************************************************************
 MN0657  CBN         -  This is a Cooperative Base Network Control Station.
 MN0657  PACS        -  This is a Primary Airport Control Station.
 MN0657  DESIGNATION -  BILLIE RAY
 MN0657  PID         -  MN0657
 MN0657  STATE/COUNTY-  NE/DEUEL
 MN0657  COUNTRY     -  US
 MN0657  USGS QUAD   -  CHAPPELL (2017)
 MN0657
 MN0657                         *CURRENT SURVEY CONTROL
 MN0657  ______________________________________________________________________
 MN0657* NAD 83(2011) POSITION- 41 04 32.56343(N) 102 27 39.19769(W)   ADJUSTED
 MN0657* NAD 83(2011) ELLIP HT-  1100.984 (meters)        (06/27/12)   ADJUSTED
 MN0657* NAD 83(2011) EPOCH   -  2010.00
 MN0657* NAVD 88 ORTHO HEIGHT -  1121.13  (meters)     3678.2   (feet) GPS OBS
 MN0657  ______________________________________________________________________
 MN0657  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MN0657  GEOID HEIGHT    -        -19.807 (meters)                     GEOID93
 MN0657  GEOID HEIGHT    -        -20.096 (meters)                     GEOID18
 MN0657  NAD 83(2011) X  - -1,039,141.863 (meters)                     COMP
 MN0657  NAD 83(2011) Y  - -4,702,454.905 (meters)                     COMP
 MN0657  NAD 83(2011) Z  -  4,169,488.693 (meters)                     COMP
 MN0657  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 MN0657
 MN0657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0657  Standards:
 MN0657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0657  -------------------------------------------------------------------
 MN0657  NETWORK    0.45   1.16           0.21   0.14   0.59     -0.03799281
 MN0657  -------------------------------------------------------------------
 MN0657  Click here for local accuracies and other accuracy information.
 MN0657
 MN0657.This mark is at Billy G Ray Field Airport (CNP)
 MN0657
 MN0657.The horizontal coordinates were established by GPS observations
 MN0657.and adjusted by the National Geodetic Survey in June 2012.
 MN0657
 MN0657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0657.been affixed to the stable North American tectonic plate. See 
 MN0657.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0657
 MN0657.The horizontal coordinates are valid at the epoch date displayed above
 MN0657.which is a decimal equivalence of Year/Month/Day.
 MN0657
 MN0657.The orthometric height was determined by GPS observations and a
 MN0657.high-resolution geoid model.
 MN0657
 MN0657.GPS derived orthometric heights for airport stations designated as
 MN0657.PACS or SACS are published to 2 decimal places.  This maintains
 MN0657.centimeter relative accuracy between the PACS and SACS.  It does
 MN0657.not indicate centimeter accuracy relative to other marks which are
 MN0657.part of the published vertical control network.
 MN0657
 MN0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0657.GEOID18 height accuracy estimate available here.
 MN0657
 MN0657.Click photographs - Photos may exist for this station.
 MN0657
 MN0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0657
 MN0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0657
 MN0657.The ellipsoidal height was determined by GPS observations
 MN0657.and is referenced to NAD 83.
 MN0657
 MN0657. The following values were computed from the NAD 83(2011) position.
 MN0657
 MN0657;                    North         East     Units Scale Factor Converg.
 MN0657;SPC NE       -   140,878.622   293,282.547   MT  0.99968660   -1 37 51.0
 MN0657;SPC NE       -   462,199.28    962,211.16   sFT  0.99968660   -1 37 51.0
 MN0657;UTM  13      - 4,550,268.523   713,308.308   MT  1.00016003   +1 40 08.3
 MN0657
 MN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0657!SPC NE       -   0.99982733  x   0.99968660  =   0.99951399
 MN0657!UTM  13      -   0.99982733  x   1.00016003  =   0.99998733
 MN0657
 MN0657:                Primary Azimuth Mark                     Grid Az
 MN0657:SPC NE       -  BILLIE RAY AZ MK                         311 25 41.3
 MN0657:UTM  13      -  BILLIE RAY AZ MK                         308 07 42.0
 MN0657
 MN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1330850268(NAD 83)
 MN0657
 MN0657|---------------------------------------------------------------------|
 MN0657| PID    Reference Object                     Distance      Geod. Az  |
 MN0657|                                                           dddmmss.s |
 MN0657| MN0658 BILLIE RAY AZ MK                    APPROX. 0.9 KM 3094750.3 |
 MN0657| AB4154 CNP A                               451.047 METERS 3115652.3 |
 MN0657|---------------------------------------------------------------------|
 MN0657
 MN0657                          SUPERSEDED SURVEY CONTROL
 MN0657
 MN0657  NAD 83(2007)-  41 04 32.56330(N)    102 27 39.19843(W) AD(2002.00) 0
 MN0657  ELLIP H (02/10/07) 1101.011  (m)                       GP(2002.00)    
 MN0657  ELLIP H (09/24/01) 1100.996  (m)                       GP(       ) 4 1
 MN0657  NAD 83(1995)-  41 04 32.56281(N)    102 27 39.19819(W) AD(       ) B
 MN0657  ELLIP H (06/25/96) 1101.036  (m)                       GP(       ) 1 1
 MN0657  NAD 83(1992)-  41 04 32.55895(N)    102 27 39.20088(W) AD(       ) 1
 MN0657  ELLIP H (01/07/93) 1101.022  (m)                       GP(       ) 4 2
 MN0657  NAD 83(1986)-  41 04 32.55846(N)    102 27 39.20106(W) AD(       ) 1
 MN0657  NGVD 29 (02/23/90) 1120.65   (m)  RAPSU86  model used  GPS OBS        
 MN0657
 MN0657.Superseded values are not recommended for survey control.
 MN0657
 MN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0657.See file dsdata.pdf to determine how the superseded data were derived.
 MN0657
 MN0657_MARKER: I = METAL ROD
 MN0657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0657_STAMPING: BILLIE RAY 1989
 MN0657_MARK LOGO: NGS
 MN0657_PROJECTION: FLUSH
 MN0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0657+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2019
 MN0657_ROD/PIPE-DEPTH: 8.47 meters
 MN0657_SLEEVE-DEPTH  : 0.9 meters
 MN0657
 MN0657  HISTORY     - Date     Condition        Report By
 MN0657  HISTORY     - 1989     MONUMENTED       NGS
 MN0657  HISTORY     - 19890615 GOOD             NGS
 MN0657  HISTORY     - 19950818 GOOD             NGS
 MN0657  HISTORY     - 19970801 GOOD             NGS
 MN0657  HISTORY     - 20060111 GOOD             NDA
 MN0657  HISTORY     - 20160511 GOOD             NEGS
 MN0657  HISTORY     - 20190107 GOOD             NEGS
 MN0657
 MN0657                          STATION DESCRIPTION
 MN0657
 MN0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0657'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH OF CHAPPELL, 0.96
 MN0657'KM (0.60 MI) NORTHEAST OF EXIT 85 OF INTERSTATE HIGHWAY 80, AT THE
 MN0657'CHAPPELL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 MN0657'OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, CHAPPELL, NE 69129.  AIRPORT
 MN0657'MANAGER IS DON MILBURN, TELEPHONE 308-874-2401 OR 2647.
 MN0657'TO REACH THE STATION FROM THE JUNCTION OF EXIT 85 AND A PAVED ROAD,
 MN0657'ABOUT 1.61 KM (1.00 MI) SOUTH OF CHAPPELL, GO NORTH ALONG THE PAVED
 MN0657'ROAD FOR 0.16 KM (0.10 MI) TO A LAKE AND A DIRT ROAD RIGHT.  TURN
 MN0657'RIGHT AND GO EASTERLY ALONG THE DIRT ROAD FOR 1.1 KM (0.70 MI) TO A
 MN0657'GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.16 KM (0.10 MI)
 MN0657'TO A RAMP LEADING TO THE RUNWAY.  TURN RIGHT AND GO SOUTHWEST ALONG
 MN0657'THE RAMP FOR 0.08 KM (0.05 MI) TO THE RUNWAY AND THE STATION ON THE
 MN0657'RIGHT.
 MN0657'THE STATION MARK IS 19.7 M (64.6 FT) NORTH-NORTHEAST OF THE RUNWAY
 MN0657'CENTERLINE, 15.3 M (50.2 FT) WEST-NORTHWEST OF THE RAMP CENTERLINE,
 MN0657'3.9 M (12.8 FT) SOUTH-SOUTHWEST OF A LIGHT CONE AND SET BETWEEN 2
 MN0657'CARSONITE WITNESS POST.
 MN0657'DESCRIBED BY R.D.BALL
 MN0657'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0657
 MN0657                          STATION RECOVERY (1989)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0657'THE STATION IS LOCATED AT CHAPPELL MUNI AIRPORT NEAR THE TAXIWAY
 MN0657'LEADING TO THE HANGAR.  THE STATION IS 61.2 FT (18.7 M) NORTHEAST OF
 MN0657'THE CENTERLINE OF THE RUNWAY, 50.4 FT (15.4 M) NORTHWEST OF THE
 MN0657'TAXIWAY CENTERLINE, 12.7 FT (3.9 M) SOUTHWEST OF A TAXIWAY LIGHTED
 MN0657'CONE, AND 81.5 FT (24.8 M) SOUTHEAST OF A RUNWAY LIGHTED CONE.  THE
 MN0657'STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A 5 INCH NGS
 MN0657'LOGO CAP FLUSH WITH THE GROUND.  THE CAP IS STAMPED BILLIE RAY 1989.
 MN0657'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 MN0657'STABILITY.
 MN0657
 MN0657                          STATION RECOVERY (1995)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0657'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF LODGEPOLE,
 MN0657'0.7 MI (1.1 KM) SOUTH OF CHAPPELL, AND AT THE CHAPPELL/BILLY G. RAY
 MN0657'FIELD NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND THE RUNWAY.
 MN0657'OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, PO BOX 546, CHAPPELL NE 69129.
 MN0657'AIRPORT MANAGER IS DON MILBURN, PHONE (308) 874-2647.  TO REACH THE
 MN0657'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MN0657'25A LINK (EXIT 85), GO NORTH ON STATE HIGHWAY 25A LINK FOR 0.1 MI (0.2
 MN0657'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST ON
 MN0657'AIRPORT ROAD FOR 0.7 MI (1.1 KM) TO A GATE, PASS THROUGH GATE AND GO
 MN0657'EAST-SOUTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED TAXIWAY,
 MN0657'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 MN0657'KM) TO THE RUNWAY AND THE STATION ON THE RIGHT. THE STATION IS 68.8 FT
 MN0657'(21.0 M) NORTHEAST OF THE RUNWAY CENTER, 50.6 FT (15.4 M) NORTHWEST OF
 MN0657'THE CONNECTOR TAXIWAY CENTER, 30.9 FT (9.4 M) NORTH OF A TAXIWAY LIGHT
 MN0657'(70) AND 29.4 FT (9.0 M) EAST-NORTHEAST OF THE MOST NORTHEASTERLY OF
 MN0657'TWO TAXIWAY LIGHTS (69). NOTE--THIS STATION WAS USED AS AN AREA
 MN0657'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0657
 MN0657                          STATION RECOVERY (1997)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0657'RECOVERED AS DESCRIBED.
 MN0657
 MN0657                          STATION RECOVERY (2006)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0657'RECOVERED IN GOOD CONDITION.
 MN0657
 MN0657                          STATION RECOVERY (2016)
 MN0657
 MN0657'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (RF)
 MN0657'FROM THE JUNCTION OF U.S. HWY. 30 AND STATE SPUR 25A IN CHAPPELL
 MN0657'NEBRASKA, PROCEED SOUTH ON STATE SPUR 25A APPROX. 0.62 MILES TO AN
 MN0657'INTERSECTION NAMED STATE SPUR 25A AND COUNTY ROAD 165.  TURN LEFT
 MN0657'(EAST) AND PROCEED SOUTHEAST 0.79 MILES TO TAXIWAY.  TURN RIGHT
 MN0657'(SOUTHWEST) AND PROCEED SOUTHWEST APPROX. 190 FEET TO THE STATION
 MN0657'NORTHWEST OF TAXIWAY AND NORTHEAST OF RUNWAY.
 MN0657'OWNERSHIP CHAPPELL AIRPORT AUTHORITY PO BOX 546 CHAPPELL NEBRASKA
 MN0657'69129-0546
 MN0657'NORTHEAST OF RUNWAY 61 FEET, 50 FEET NORTHWEST OF TAXIWAY, 30.5 FEET
 MN0657'NORTHEAST OF RUNWAY LIGHT, 29.30 FEET EAST SOUTHEAST OF RUNWAY LIGHT
 MN0657'OF 2 LIGHTS MEASURED TO INFIELD LIGHT, 1.3 FEET EAST NORTHEAST OF
 MN0657'STEEL POST
 MN0657
 MN0657                          STATION RECOVERY (2019)
 MN0657
 MN0657'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (JA)
 MN0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0658 ***********************************************************************
 MN0658  SACS        -  This is a Secondary Airport Control Station.
 MN0658  DESIGNATION -  BILLIE RAY AZ MK
 MN0658  PID         -  MN0658
 MN0658  STATE/COUNTY-  NE/DEUEL
 MN0658  COUNTRY     -  US
 MN0658  USGS QUAD   -  CHAPPELL (2017)
 MN0658
 MN0658                         *CURRENT SURVEY CONTROL
 MN0658  ______________________________________________________________________
 MN0658* NAD 83(2011) POSITION- 41 04 51.29529(N) 102 28 08.91492(W)   ADJUSTED
 MN0658* NAD 83(2011) ELLIP HT-  1101.394 (meters)        (06/27/12)   ADJUSTED
 MN0658* NAD 83(2011) EPOCH   -  2010.00
 MN0658* NAVD 88 ORTHO HEIGHT -  1121.53  (meters)     3679.6   (feet) GPS OBS
 MN0658  ______________________________________________________________________
 MN0658  NAVD 88 orthometric height was determined with an earlier geoid model
 MN0658  GEOID HEIGHT    -        -20.090 (meters)                     GEOID18
 MN0658  NAD 83(2011) X  - -1,039,737.420 (meters)                     COMP
 MN0658  NAD 83(2011) Y  - -4,701,934.635 (meters)                     COMP
 MN0658  NAD 83(2011) Z  -  4,169,924.631 (meters)                     COMP
 MN0658  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 MN0658
 MN0658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0658  Standards:
 MN0658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0658  -------------------------------------------------------------------
 MN0658  NETWORK    0.65   1.25           0.31   0.20   0.64     -0.06961129
 MN0658  -------------------------------------------------------------------
 MN0658  Click here for local accuracies and other accuracy information.
 MN0658
 MN0658.This mark is at Billy G Ray Field Airport (CNP)
 MN0658
 MN0658.The horizontal coordinates were established by GPS observations
 MN0658.and adjusted by the National Geodetic Survey in June 2012.
 MN0658
 MN0658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0658.been affixed to the stable North American tectonic plate. See 
 MN0658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0658
 MN0658.The horizontal coordinates are valid at the epoch date displayed above
 MN0658.which is a decimal equivalence of Year/Month/Day.
 MN0658
 MN0658.The orthometric height was determined by GPS observations and a
 MN0658.high-resolution geoid model.
 MN0658
 MN0658.GPS derived orthometric heights for airport stations designated as
 MN0658.PACS or SACS are published to 2 decimal places.  This maintains
 MN0658.centimeter relative accuracy between the PACS and SACS.  It does
 MN0658.not indicate centimeter accuracy relative to other marks which are
 MN0658.part of the published vertical control network.
 MN0658
 MN0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0658.GEOID18 height accuracy estimate available here.
 MN0658
 MN0658.Click photographs - Photos may exist for this station.
 MN0658
 MN0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0658
 MN0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0658
 MN0658.The ellipsoidal height was determined by GPS observations
 MN0658.and is referenced to NAD 83.
 MN0658
 MN0658. The following values were computed from the NAD 83(2011) position.
 MN0658
 MN0658;                    North         East     Units Scale Factor Converg.
 MN0658;SPC NE       -   141,475.829   292,605.819   MT  0.99968593   -1 38 10.7
 MN0658;SPC NE       -   464,158.62    959,990.92   sFT  0.99968593   -1 38 10.7
 MN0658;UTM  13      - 4,550,826.049   712,597.990   MT  1.00015631   +1 39 49.4
 MN0658
 MN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0658!SPC NE       -   0.99982727  x   0.99968593  =   0.99951325
 MN0658!UTM  13      -   0.99982727  x   1.00015631  =   0.99998355
 MN0658
 MN0658:                Primary Azimuth Mark                     Grid Az
 MN0658:SPC NE       -  BILLIE RAY                               131 25 41.5
 MN0658:UTM  13      -  BILLIE RAY                               128 07 41.4
 MN0658
 MN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1259750826(NAD 83)
 MN0658
 MN0658|---------------------------------------------------------------------|
 MN0658| PID    Reference Object                     Distance      Geod. Az  |
 MN0658|                                                           dddmmss.s |
 MN0658| MN0657 BILLIE RAY                          APPROX. 0.9 KM 1294730.8 |
 MN0658|---------------------------------------------------------------------|
 MN0658
 MN0658                          SUPERSEDED SURVEY CONTROL
 MN0658
 MN0658  NAD 83(2007)-  41 04 51.29516(N)    102 28 08.91566(W) AD(2002.00) 0
 MN0658  ELLIP H (02/10/07) 1101.421  (m)                       GP(2002.00)    
 MN0658  ELLIP H (12/19/01) 1101.406  (m)                       GP(       ) 4 2
 MN0658  NAD 83(1995)-  41 04 51.29467(N)    102 28 08.91542(W) AD(       ) 1
 MN0658  ELLIP H (09/17/98) 1101.446  (m)                       GP(       ) 4 2
 MN0658  NAD 83(1995)-  41 04 51.29449(N)    102 28 08.91537(W) AD(       ) 3
 MN0658  ELLIP H (08/18/97) 1101.433  (m)                       GP(       ) 4 1
 MN0658  NAD 83(1993)-  41 04 51.29436(N)    102 28 08.91568(W) AD(       ) 3
 MN0658  NAD 83(1992)-  41 04 51.29073(N)    102 28 08.91816(W) AD(       ) 3
 MN0658  ELLIP H (01/07/93) 1101.423  (m)                       GP(       ) 4 2
 MN0658  NAD 83(1986)-  41 04 51.29024(N)    102 28 08.91834(W) AD(       ) 3
 MN0658  NGVD 29 (02/23/90) 1121.05   (m)  RAPSU86  model used  GPS OBS        
 MN0658
 MN0658.Superseded values are not recommended for survey control.
 MN0658
 MN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0658.See file dsdata.pdf to determine how the superseded data were derived.
 MN0658
 MN0658_MARKER: I = METAL ROD
 MN0658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0658_STAMPING: BILLIE RAY AZ MK 1989
 MN0658_MARK LOGO: NGS
 MN0658_PROJECTION: FLUSH
 MN0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0658+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 MN0658_ROD/PIPE-DEPTH: 8.96 meters
 MN0658_SLEEVE-DEPTH  : 0.93 meters
 MN0658
 MN0658  HISTORY     - Date     Condition        Report By
 MN0658  HISTORY     - 1989     MONUMENTED       NGS
 MN0658  HISTORY     - 19890615 GOOD             NGS
 MN0658  HISTORY     - 19950818 GOOD             NGS
 MN0658  HISTORY     - 19970801 GOOD             NGS
 MN0658  HISTORY     - 20060111 GOOD             NDA
 MN0658
 MN0658                          STATION DESCRIPTION
 MN0658
 MN0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0658'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH OF CHAPPELL, 0.96
 MN0658'KM (0.60 MI) NORTHEAST OF EXIT 85 OF INTERSTATE HIGHWAY 80, AT THE
 MN0658'CHAPPELL MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A TURN-AROUND AND
 MN0658'RUNWAY END 12. OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, CHAPPELL NE
 MN0658'69129.  AIRPORT MANAGER IS DON MILBURN, TELEPHONE 308-874-2401 OR
 MN0658'2647.
 MN0658'TO REACH THE STATION FROM THE JUNCTION OF EXIT 85 AND A PAVED ROAD,
 MN0658'ABOUT 1.61 KM (1.00 MI) SOUTH OF CHAPPELL, GO NORTH ALONG THE PAVED
 MN0658'ROAD FOR 0.16 KM (0.10 MI) TO A LAKE AND A DIRT ROAD RIGHT.  TURN
 MN0658'RIGHT AND GO EASTERLY ALONG THE DIRT ROAD FOR 1.1 KM (0.70 MI) TO A
 MN0658'GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.16 KM (0.10 MI)
 MN0658'TO A RAMP LEADING TO THE RUNWAY.  TURN RIGHT AND GO SOUTHWEST ALONG
 MN0658'THE RAMP FOR 0.08 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT AND GO
 MN0658'NORTHWEST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR 0.96 KM
 MN0658'(0.60 MI) TO THE STATION ON THE RIGHT.
 MN0658'THE AZIMUTH MARK IS 25.3 M (83.0 FT)  WEST-NORTHWEST OF THE MOST
 MN0658'NORTHWEST CONE RUNWAY LIGHT, 22.3 M (73.2 FT) SOUTHEAST OF THE
 MN0658'APPROXIMATE CENTER OF THE TURN-AROUND, AND 19.5 M (64.0 FT)
 MN0658'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE AND SET BETWEEN 2 CARSONITE
 MN0658'WITNESS POST.
 MN0658'DESCRIBED BY R.D.BALL
 MN0658'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0658
 MN0658                          STATION RECOVERY (1989)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0658'THE STATION IS LOCATED AT THE NORTHWEST END OF CHAPPELL MUNI AIRPORT
 MN0658'NEAR THE RUNWAY END OF 12.  THE STATION IS 63.3 FT (19.3 M) NORTHEAST
 MN0658'OF THE CENTERLINE END OF THE RUNWAY, 118.4 FT (36.1 M) SOUTHEAST OF
 MN0658'THE NORTHEASTERLYMOST THRESHOLD LIGHT, AND 83.3 FT (25.4 M) NORTHWEST
 MN0658'OF THE FIRST RUNWAY LIGHT CONE SOUTHEAST OF THE END.  THE STATION IS A
 MN0658'STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO CAP FLUSH WITH THE
 MN0658'GROUND.  THE CAP IS STAMPED BILLIE RAY AZ MK 1989.9 NOTE, 1-METER PVC
 MN0658'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MN0658
 MN0658                          STATION RECOVERY (1995)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0658'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF LODGEPOLE,
 MN0658'0.7 MI (1.1 KM) SOUTH OF CHAPPELL, AND AT THE CHAPPELL/BILLY G.  RAY
 MN0658'FIELD, NEAR THE TURNAROUND AT THE APPROACH END OF RUNWAY 12.
 MN0658'OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, PO BOX 546, CHAPPELL NE 69129.
 MN0658'AIRPORT MANAGER IS DON MILBURN, PHONE (308) 874-2647.  TO REACH THE
 MN0658'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MN0658'25A LINK (EXIT 85), GO NORTH ON STATE HIGHWAY 25A LINK FOR 0.1 MI (0.2
 MN0658'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST ON
 MN0658'AIRPORT ROAD FOR 0.7 MI (1.1 KM) TO A GATE, PASS THROUGH GATE AND GO
 MN0658'EAST-SOUTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED TAXIWAY,
 MN0658'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 MN0658'KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.6
 MN0658'MI (1.0 KM) TO THE STATION ON THE RIGHT.  LOCATED 81.5 FT (24.8 M)
 MN0658'NORTH-NORTHWEST OF A RUNWAY LIGHT (53), 67.7 FT (20.6 M) NORTHEAST OF
 MN0658'THE RUNWAY CENTER, 38.5 FT (11.7 M) SOUTH-SOUTHEAST OF THE MOST
 MN0658'SOUTHEASTERLY OF THREE REFLECTIVE TURNAROUND MARKERS, 27.3 FT (8.3 M)
 MN0658'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TURNAROUND PAVEMENT AND 25.3 FT
 MN0658'(7.7 M) NORTHEAST OF THE MOST NORTHEASTERLY OF TWO TAXIWAY LIGHTS.
 MN0658'THIS STATION TO BE USED AS SACS.
 MN0658
 MN0658                          STATION RECOVERY (1997)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0658'RECOVERED AS DESCRIBED.
 MN0658
 MN0658                          STATION RECOVERY (2006)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1067 ***********************************************************************
 LG1067  DESIGNATION -  BILLS
 LG1067  PID         -  LG1067
 LG1067  STATE/COUNTY-  NE/GAGE
 LG1067  COUNTRY     -  US
 LG1067  USGS QUAD   -  BLUE SPRINGS (2017)
 LG1067
 LG1067                         *CURRENT SURVEY CONTROL
 LG1067  ______________________________________________________________________
 LG1067* NAD 83(1995) POSITION- 40 08 28.77619(N) 096 44 48.16816(W)   ADJUSTED
 LG1067* NAVD 88 ORTHO HEIGHT -   410.67  (+/-2cm)     1347.3   (feet) VERTCON
 LG1067  ______________________________________________________________________
 LG1067  GEOID HEIGHT    -        -27.261 (meters)                     GEOID18
 LG1067  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LG1067  HORZ ORDER      -  SECOND
 LG1067  VERT ORDER      -  THIRD ? (See Below)
 LG1067
 LG1067.The horizontal coordinates were established by classical geodetic methods
 LG1067.and adjusted by the National Geodetic Survey in August 1997.
 LG1067
 LG1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1067
 LG1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1067.GEOID18 height accuracy estimate available here.
 LG1067
 LG1067.The vertical order pertains to the NGVD 29 superseded value.
 LG1067
 LG1067.Click photographs - Photos may exist for this station.
 LG1067
 LG1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1067
 LG1067. The following values were computed from the NAD 83(1995) position.
 LG1067
 LG1067;                    North         East     Units Scale Factor Converg.
 LG1067;SPC NE       -    39,413.143   777,154.820   MT  0.99993911   +2 09 21.4
 LG1067;SPC NE       -   129,307.95  2,549,715.44   sFT  0.99993911   +2 09 21.4
 LG1067;UTM  14      - 4,445,877.279   691,951.212   MT  1.00005359   +1 27 11.1
 LG1067
 LG1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1067!SPC NE       -   0.99993986  x   0.99993911  =   0.99987897
 LG1067!UTM  14      -   0.99993986  x   1.00005359  =   0.99999344
 LG1067
 LG1067:                Primary Azimuth Mark                     Grid Az
 LG1067:SPC NE       -  BILLS AZ MK                              253 21 51.7
 LG1067:UTM  14      -  BILLS AZ MK                              254 04 02.0
 LG1067
 LG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9195145877(NAD 83)
 LG1067
 LG1067|---------------------------------------------------------------------|
 LG1067| PID    Reference Object                     Distance      Geod. Az  |
 LG1067|                                                           dddmmss.s |
 LG1067| LG1070 BLUE SPRINGS MUN STANDPIPE          APPROX. 7.3 KM 0912428.0 |
 LG1067| LG1065 WYMORE ST MARYS CATHOLIC CH         APPROX. 7.0 KM 1064102.1 |
 LG1067| CL6892 BILLS RM 1                           23.536 METERS 14415     |
 LG1067| CL6894 BILLS RM 3                           40.151 METERS 23250     |
 LG1067| CL6893 BILLS RM 2                           26.204 METERS 24419     |
 LG1067| CL6891 BILLS AZ MK                                        2553113.1 |
 LG1067| CL6895 BILLS RM 4                           35.290 METERS 28517     |
 LG1067|---------------------------------------------------------------------|
 LG1067
 LG1067                          SUPERSEDED SURVEY CONTROL
 LG1067
 LG1067  NAD 83(1986)-  40 08 28.78302(N)    096 44 48.16481(W) AD(       ) 2
 LG1067  NAD 27      -  40 08 28.77800(N)    096 44 47.07900(W) AD(       ) 2
 LG1067  NGVD 29             410.55   (m)         1346.9    (f) LEVELING    3  
 LG1067
 LG1067.Superseded values are not recommended for survey control.
 LG1067
 LG1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1067.See file dsdata.pdf to determine how the superseded data were derived.
 LG1067
 LG1067_MARKER: DS = TRIANGULATION STATION DISK
 LG1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1067_STAMPING: BILLS 1947
 LG1067_MARK LOGO: CGS
 LG1067_PROJECTION: FLUSH
 LG1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1067+STABILITY: SURFACE MOTION
 LG1067
 LG1067  HISTORY     - Date     Condition        Report By
 LG1067  HISTORY     - 1947     MONUMENTED       CGS
 LG1067  HISTORY     - 1959     GOOD             CGS
 LG1067  HISTORY     - 1969     GOOD             CGS
 LG1067
 LG1067                          STATION DESCRIPTION
 LG1067
 LG1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1067'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF BEATRICE AND 4.5
 LG1067'MILES WEST-NORTHWEST OF WYMORE AT THE JUNCTION OF U.S. HIGHWAY 77
 LG1067'AND STATE HIGHWAY 112.  IT IS 37 FEET WEST OF THE CENTER OF
 LG1067'U.S. HIGHWAY 77, 47 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LG1067'112 AND 21 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRIANGLE
 LG1067'BLAZE ON THE NORTH SIDE.  IT IS STAMPED BILLS 1947 AND IS
 LG1067'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1067'
 LG1067'REFERENCE MARK NO. 1 IS 18.5 FEET WEST OF THE CENTER OF U.S.
 LG1067'HIGHWAY 77.  IT IS STAMPED BILLS NO 1 1947 AND IS FLUSH WITH THE
 LG1067'SURFACE OF THE GROUND.
 LG1067'
 LG1067'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 30 FEET WEST OF THE
 LG1067'CENTER OF STATE HIGHWAY 112, 1 FOOT EAST OF THE NORTH-SOUTH FENCE
 LG1067'LINE AND 2 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1067'POST PROJECTING 2 FEET.  IT IS STAMPED BILLS NO 2 1947 AND
 LG1067'PROJECTS 8 INCHES.
 LG1067'
 LG1067'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 28 FEET SOUTH OF THE CENTER
 LG1067'OF AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE
 LG1067'LINE AND 1 FOOT EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG1067'PROJECTING 1.5 FEET.  IT IS 3 FEET EAST OF A TELEPHONE POLE.  IT
 LG1067'IS STAMPED BILLS 1947 AND PROJECTS 8 INCHES.
 LG1067'
 LG1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1067'HIGHWAY 3 IN BEATRICE, GO SOUTH ON U.S. HIGHWAY 77 FOR 9.2 MILES TO
 LG1067'THE STATION ON THE RIGHT AS DESCRIBED.
 LG1067'
 LG1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE
 LG1067'TO A CROSSROAD, TURN RIGHT, WEST, AND GO 0.5 MILE TO THE MARK ON THE
 LG1067'LEFT AS DESCRIBED.
 LG1067'
 LG1067'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 10 FEET.
 LG1067'
 LG1067'A 74 FOOT SIGNAL AT RICE IS VISIBLE AT 20 FEET.
 LG1067'
 LG1067'A 74 FOOT SIGNAL AT WYMORE IS VISIBLE AT 50 FEET.
 LG1067'
 LG1067'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE FROM THE GROUND.
 LG1067'
 LG1067'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1067
 LG1067                          STATION RECOVERY (1959)
 LG1067
 LG1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1067'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1067'IN GOOD CONDITION EXCEPT THE REFERENCE MARKS WHICH HAD BEEN
 LG1067'DISPLACED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE
 LG1067'ESTABLISHED.
 LG1067'
 LG1067'A COMPLETE DESCRIPTION FOLLOWS, STATION IS LOCATED ABOUT 9 MILES
 LG1067'SOUTH OF BEATRICE AND 4 AND 1/2 MILES WEST-NORTHWEST OF WYMORE AT
 LG1067'THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 112, 211 FEET
 LG1067'SOUTH-SOUTHEAST OF THE NORTH POINT OF A TRIANGLE FORMED BY THE
 LG1067'CONCRETE PAVEMENT FOR U.S. HIGHWAY 77 AND STATE HIGHWAY 112, 48
 LG1067'FEET EAST OF THE EAST EDGE OF PAVEMENT FOR STATE HIGHWAY 112,
 LG1067'24 FEET WEST-SOUTHWEST OF THE WEST EDGE OF PAVEMENT FOR U.S.
 LG1067'HIGHWAY 77, AND 1.5 FEET SOUTH OF A NEW WITNESS POST SIGN.
 LG1067'THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 LG1067'DISK IS STAMPED BILLS 1947.
 LG1067'
 LG1067'REFERENCE MARK NO. 3 IS 131.73 FEET SOUTHWEST OF THE STATION, 78
 LG1067'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 42 FEET WEST OF THE
 LG1067'WEST EDGE OF PAVEMENT FOR STATE HIGHWAY 112, 3 FEET NORTH OF A
 LG1067'TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 LG1067'INCHES AND THE DISK IS STAMPED BILLS NO 3 1947.
 LG1067'
 LG1067'REFERENCE MARK NO. 4 IS 115.78 FEET WEST-NORTHWEST OF THE STATION,
 LG1067'48 FEET WEST OF THE WEST EDGE OF PAVEMENT FOR STATE HIGHWAY 112,
 LG1067'32 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, 2 FEET SOUTH
 LG1067'OF A TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK
 LG1067'PROJECTS 6 INCHES AND THE DISK IS STAMPED BILLS NO 4 1947.
 LG1067'
 LG1067'AZIMUTH MARK IS 0.55 MILE WEST-SOUTHWEST OF THE STATION, 30 FEET
 LG1067'SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A TELEPHONE
 LG1067'POLE, 1.5 FEET EAST OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A
 LG1067'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BILLS
 LG1067'1947.
 LG1067'
 LG1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1067'HIGHWAY 3 IN BEATRICE, GO SOUTH ON U.S. HIGHWAY 77 FOR 9.2 MILES TO
 LG1067'WHERE U.S. HIGHWAY 77 CURVES LEFT AND THE STATION ON THE RIGHT.
 LG1067'
 LG1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG1067'HIGHWAY 112 FOR 0.1 MILE TO CROSSROADS.  TURN RIGHT AND GO WEST ON
 LG1067'GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT OR SOUTH
 LG1067'SIDE OF THE ROAD.
 LG1067
 LG1067                          STATION RECOVERY (1969)
 LG1067
 LG1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1067'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 LG1067'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 LG1067'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1067'
 LG1067'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 3.
 LG1067'
 LG1067'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 LG1067'
 LG1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LG1067'WNW OF WYMORE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0622 ***********************************************************************
 NP0622  DESIGNATION -  BING
 NP0622  PID         -  NP0622
 NP0622  STATE/COUNTY-  NE/SHERIDAN
 NP0622  COUNTRY     -  US
 NP0622  USGS QUAD   -  GAUNT LAKE (2017)
 NP0622
 NP0622                         *CURRENT SURVEY CONTROL
 NP0622  ______________________________________________________________________
 NP0622* NAD 83(1995) POSITION- 42 01 28.20564(N) 102 07 57.05216(W)   ADJUSTED
 NP0622* NAVD 88 ORTHO HEIGHT -  1272.    (meters)     4173.    (feet) SCALED
 NP0622  ______________________________________________________________________
 NP0622  GEOID HEIGHT    -        -19.092 (meters)                     GEOID18
 NP0622  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 NP0622  HORZ ORDER      -  SECOND
 NP0622
 NP0622.The horizontal coordinates were established by classical geodetic methods
 NP0622.and adjusted by the National Geodetic Survey in August 1997.
 NP0622
 NP0622.The orthometric height was scaled from a topographic map.
 NP0622
 NP0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0622.GEOID18 height accuracy estimate available here.
 NP0622
 NP0622.Click photographs - Photos may exist for this station.
 NP0622
 NP0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0622
 NP0622. The following values were computed from the NAD 83(1995) position.
 NP0622
 NP0622;                    North         East     Units Scale Factor Converg.
 NP0622;SPC NE       -   245,455.970   323,458.317   MT  0.99969951   -1 24 47.6
 NP0622;SPC NE       -   805,300.13  1,061,212.83   sFT  0.99969951   -1 24 47.6
 NP0622;UTM  13      - 4,656,475.247   737,397.650   MT  1.00029353   +1 55 13.9
 NP0622
 NP0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0622!SPC NE       -   0.99980360  x   0.99969951  =   0.99950317
 NP0622!UTM  13      -   0.99980360  x   1.00029353  =   1.00009707
 NP0622
 NP0622:                Primary Azimuth Mark                     Grid Az
 NP0622:SPC NE       -  BING AZ MK                               312 08 00.3
 NP0622:UTM  13      -  BING AZ MK                               308 47 58.8
 NP0622
 NP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3739756475(NAD 83)
 NP0622
 NP0622|---------------------------------------------------------------------|
 NP0622| PID    Reference Object                     Distance      Geod. Az  |
 NP0622|                                                           dddmmss.s |
 NP0622| CP9661 BING RM 1                            12.515 METERS 03944     |
 NP0622| CP9662 BING RM 2                            18.223 METERS 26147     |
 NP0622| CP9660 BING AZ MK                                         3104312.7 |
 NP0622|---------------------------------------------------------------------|
 NP0622
 NP0622                          SUPERSEDED SURVEY CONTROL
 NP0622
 NP0622  NAD 83(1986)-  42 01 28.20357(N)    102 07 57.05521(W) AD(       ) 2
 NP0622  NAD 27      -  42 01 28.27100(N)    102 07 55.37800(W) AD(       ) 2
 NP0622
 NP0622.Superseded values are not recommended for survey control.
 NP0622
 NP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0622.See file dsdata.pdf to determine how the superseded data were derived.
 NP0622
 NP0622_MARKER: DS = TRIANGULATION STATION DISK
 NP0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0622
 NP0622  HISTORY     - Date     Condition        Report By
 NP0622  HISTORY     - 1946     MONUMENTED       CGS
 NP0622
 NP0622                          STATION DESCRIPTION
 NP0622
 NP0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0622'LOCATED 2.5 MILES WEST OF BINGHAM, ABOUT 0.5 MILE SOUTH OF STATE
 NP0622'HIGHWAY NO. 2 AND 75 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A
 NP0622'SAND RIDGE.  IT IS STAMPED BING 1946 AND PROJECTS 2 INCHES.
 NP0622'
 NP0622'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0622'IT IS STAMPED BING NO 1 1946 AND PROJECTS 2 INCHES.
 NP0622'
 NP0622'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.  IT
 NP0622'IS STAMPED BING NO 2 1946 AND PROJECTS 2 INCHES.
 NP0622'
 NP0622'THE AZIMUTH MARK IS 40 FEET EAST OF TELEPHONE POLE NO. 6, 30
 NP0622'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 2, 4-1/2 FEET
 NP0622'WEST OF A 3-INCH IRON PIPE THAT PROJECTS 2 FEET AND 2 FEET NORTH
 NP0622'OF A WIRE FENCE.  IT IS STAMPED BING 1946 AND PROJECTS 6 INCHES.
 NP0622'
 NP0622'TO REACH THE STATION FROM THE CENTER OF BINGHAM, GO WEST ON
 NP0622'STATE HIGHWAY NO. 2 FOR 2.55 MILES TO A WIRE GATE ON THE LEFT*.
 NP0622'THEN LEFT, THROUGH GATE, SOUTHEASTERLY FOR 0.1 MILE TO A FIRE
 NP0622'LANE.  THEN CROSS FIRE LANE AND BEAR RIGHT, SOUTH, FOR 0.45 MILE
 NP0622'TO THE HIGHEST POINT AND THE STATION.
 NP0622'
 NP0622'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 NP0622'HIGHWAY NO. 2 FOR 0.4 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0522 ***********************************************************************
 MN0522  DESIGNATION -  BIRDCAGE
 MN0522  PID         -  MN0522
 MN0522  STATE/COUNTY-  NE/MORRILL
 MN0522  COUNTRY     -  US
 MN0522  USGS QUAD   -  ROUNDHOUSE ROCK (2017)
 MN0522
 MN0522                         *CURRENT SURVEY CONTROL
 MN0522  ______________________________________________________________________
 MN0522* NAD 83(1995) POSITION- 41 36 47.65889(N) 103 13 31.04944(W)   ADJUSTED
 MN0522* NAVD 88 ORTHO HEIGHT -  1182.    (meters)     3878.    (feet) SCALED
 MN0522  ______________________________________________________________________
 MN0522  GEOID HEIGHT    -        -19.476 (meters)                     GEOID18
 MN0522  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 MN0522  HORZ ORDER      -  SECOND
 MN0522
 MN0522.The horizontal coordinates were established by classical geodetic methods
 MN0522.and adjusted by the National Geodetic Survey in August 1997.
 MN0522
 MN0522.The orthometric height was scaled from a topographic map.
 MN0522
 MN0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0522.GEOID18 height accuracy estimate available here.
 MN0522
 MN0522.Click photographs - Photos may exist for this station.
 MN0522
 MN0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0522
 MN0522. The following values were computed from the NAD 83(1995) position.
 MN0522
 MN0522;                    North         East     Units Scale Factor Converg.
 MN0522;SPC NE       -   202,626.573   231,323.793   MT  0.99966034   -2 08 14.6
 MN0522;SPC NE       -   664,784.01    758,934.81   sFT  0.99966034   -2 08 14.6
 MN0522;UTM  13      - 4,608,357.076   647,866.607   MT  0.99986907   +1 10 43.7
 MN0522
 MN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0522!SPC NE       -   0.99981776  x   0.99966034  =   0.99947816
 MN0522!UTM  13      -   0.99981776  x   0.99986907  =   0.99968685
 MN0522
 MN0522:                Primary Azimuth Mark                     Grid Az
 MN0522:SPC NE       -  BIRDCAGE AZ MK                           018 20 42.9
 MN0522:UTM  13      -  BIRDCAGE AZ MK                           015 01 44.6
 MN0522
 MN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4786608357(NAD 83)
 MN0522
 MN0522|---------------------------------------------------------------------|
 MN0522| PID    Reference Object                     Distance      Geod. Az  |
 MN0522|                                                           dddmmss.s |
 MN0522| CP7454 BIRDCAGE AZ MK                                     0161228.3 |
 MN0522| MN0521 BIRDCAGE GAP NEB GAME FISH MST      APPROX. 0.6 KM 0804752.5 |
 MN0522| CP7456 BIRDCAGE RM 2                        20.654 METERS 27704     |
 MN0522| CP7455 BIRDCAGE RM 1                        23.109 METERS 35305     |
 MN0522|---------------------------------------------------------------------|
 MN0522
 MN0522                          SUPERSEDED SURVEY CONTROL
 MN0522
 MN0522  NAD 83(1993)-  41 36 47.65866(N)    103 13 31.04919(W) AD(       ) 2
 MN0522  NAD 83(1986)-  41 36 47.65117(N)    103 13 31.05269(W) AD(       ) 2
 MN0522  NAD 27      -  41 36 47.74720(N)    103 13 29.28840(W) AD(       ) 2
 MN0522
 MN0522.Superseded values are not recommended for survey control.
 MN0522
 MN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0522.See file dsdata.pdf to determine how the superseded data were derived.
 MN0522
 MN0522_MARKER: DS = TRIANGULATION STATION DISK
 MN0522_SETTING: 66 = SET IN ROCK OUTCROP
 MN0522_STAMPING: BIRDCAGE 1963
 MN0522_MARK LOGO: CGS
 MN0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0522+STABILITY: POSITION/ELEVATION WELL
 MN0522
 MN0522  HISTORY     - Date     Condition        Report By
 MN0522  HISTORY     - 1963     MONUMENTED       CGS
 MN0522
 MN0522                          STATION DESCRIPTION
 MN0522
 MN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0522'THE STATION IS LOCATED ON THE PROPERTY OF MR. TOM NERUD, WHICH
 MN0522'IS ABOUT 6-1/2 MILES WEST AND 3-3/4 MILES SOUTH OF BRIDGEPORT,
 MN0522'2-1/2 MILES EAST AND 2 MILES NORTH OF REDINGTON AND JUST EAST
 MN0522'OF BIRDCAGE GAP.
 MN0522'
 MN0522'TO REACH THE STATION FROM THE BURLINGTON RAILROAD DEPOT AT
 MN0522'THE SOUTH EDGE OF BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 88 FOR
 MN0522'5.5 MILES TO WHERE THE HIGHWAY TURNS RIGHT, WEST.  TURN RIGHT,
 MN0522'WEST ON STATE HIGHWAY 88 FOR 5.0 MILES TO A CROSSROAD AND A
 MN0522'OLD SCHOOL HOUSE IN THE NORTHWEST ANGLE.  TURN RIGHT, NORTH
 MN0522'ON GRAVELED ROAD FOR 1.05 MILES TO THE END OF THE GRAVELED
 MN0522'ROAD AND A WIRE GATE ON THE LEFT.  TURN LEFT, NORTH THROUGH
 MN0522'GATE AND STAY ON THE WEST SIDE OF A WIRE FENCE ON A TRACK ROAD
 MN0522'FOR 1.0 MILE TO A DIM FORK.  TURN LEFT, WEST ON DIM TRACK
 MN0522'ROAD FOR 1.1 MILES TO A LARGE STEEL TOWER AND THE END OF THE
 MN0522'TRACK ROAD.  CONTINUE WEST ACROSS THE TOP OF THE RIDGE FOR
 MN0522'0.4 MILE TO THE STATION AS DESCRIBED.
 MN0522'
 MN0522'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 MN0522'MILE.  TURN LEFT, NORTH AND NORTHWEST FOR 0.2 MILE TO THE AZIMUTH
 MN0522'MARK ON THE LEFT AS DESCRIBED.
 MN0522'
 MN0522'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MN0522'IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE 1963.  IT IS
 MN0522'50 FEET NORTH OF AN EAST-WEST FENCE LINE AND 3 FEET SOUTH OF
 MN0522'THE NORTH EDGE OF THE HILL.
 MN0522'
 MN0522'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MN0522'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE NO 1 1963.
 MN0522'IT IS ABOUT 15 FEET LOWER THAN THE STATION.
 MN0522'
 MN0522'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MN0522'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE NO 2
 MN0522'1963.  IT IS 23 FEET NORTH OF AN EAST-WEST FENCE LINE AND IS
 MN0522'ABOUT 3 FEET LOWER THAN THE STATION.
 MN0522'
 MN0522'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MN0522'IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE 1963.  IT IS
 MN0522'5 INCHES NORTH OF THE SOUTH EDGE OF THE RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0521 ***********************************************************************
 MN0521  DESIGNATION -  BIRDCAGE GAP NEB GAME FISH MST
 MN0521  PID         -  MN0521
 MN0521  STATE/COUNTY-  NE/MORRILL
 MN0521  COUNTRY     -  US
 MN0521  USGS QUAD   -  ROUNDHOUSE ROCK (2017)
 MN0521
 MN0521                         *CURRENT SURVEY CONTROL
 MN0521  ______________________________________________________________________
 MN0521* NAD 83(1995) POSITION- 41 36 50.82469(N) 103 13 05.00267(W)   ADJUSTED
 MN0521  ______________________________________________________________________
 MN0521  GEOID HEIGHT    -        -19.479 (meters)                     GEOID18
 MN0521  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 MN0521  HORZ ORDER      -  THIRD
 MN0521
 MN0521.The horizontal coordinates were established by classical geodetic methods
 MN0521.and adjusted by the National Geodetic Survey in August 1997.
 MN0521
 MN0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0521.GEOID18 height accuracy estimate available here.
 MN0521
 MN0521.Click photographs - Photos may exist for this station.
 MN0521
 MN0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0521
 MN0521. The following values were computed from the NAD 83(1995) position.
 MN0521
 MN0521;                    North         East     Units Scale Factor Converg.
 MN0521;SPC NE       -   202,701.684   231,929.862   MT  0.99966037   -2 07 57.3
 MN0521;SPC NE       -   665,030.44    760,923.22   sFT  0.99966037   -2 07 57.3
 MN0521;UTM  13      - 4,608,467.143   648,467.442   MT  0.99987126   +1 11 01.0
 MN0521
 MN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4846708467(NAD 83)
 MN0521
 MN0521                          SUPERSEDED SURVEY CONTROL
 MN0521
 MN0521  NAD 83(1993)-  41 36 50.82452(N)    103 13 05.00247(W) AD(       ) 3
 MN0521  NAD 83(1986)-  41 36 50.81725(N)    103 13 05.00298(W) AD(       ) 3
 MN0521  NAD 27      -  41 36 50.91300(N)    103 13 03.24000(W) AD(       ) 3
 MN0521
 MN0521.Superseded values are not recommended for survey control.
 MN0521
 MN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0521.See file dsdata.pdf to determine how the superseded data were derived.
 MN0521
 MN0521_MARKER: 42 = RADIO/TV MAST
 MN0521
 MN0521  HISTORY     - Date     Condition        Report By
 MN0521  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0521
 MN0521                          STATION DESCRIPTION
 MN0521
 MN0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0521'THE STATION IS 7 MILES SOUTHWEST OF BRIDGEPORT, 2 MILES NORTH
 MN0521'OF STATE HIGHWAY 88, 1-1/4 MILES NORTH OF PUMPKIN CREEK
 MN0521'AND 3/4 MILE EAST OF BIRDCAGE GAP.  IT IS ON THE CREST OF
 MN0521'AN EAST-WEST RIDGE.
 MN0521'
 MN0521'THE STATION IS A RED LIGHT AT THE TOP OF A TRIANGULAR SHAPED
 MN0521'STEEL MAST WHICH IS ALTERNATELY PAINTED RED AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0450 ***********************************************************************
 MM0450  DESIGNATION -  BIRDWOOD
 MM0450  PID         -  MM0450
 MM0450  STATE/COUNTY-  NE/LINCOLN
 MM0450  COUNTRY     -  US
 MM0450  USGS QUAD   -  APPLEGATE RANCH (2017)
 MM0450
 MM0450                         *CURRENT SURVEY CONTROL
 MM0450  ______________________________________________________________________
 MM0450* NAD 83(1995) POSITION- 41 21 09.08974(N) 101 12 44.84889(W)   ADJUSTED
 MM0450* NAVD 88 ORTHO HEIGHT -  1045.5   (meters)     3430.    (feet) VERTCON
 MM0450  ______________________________________________________________________
 MM0450  GEOID HEIGHT    -        -21.413 (meters)                     GEOID18
 MM0450  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 MM0450  HORZ ORDER      -  FIRST
 MM0450
 MM0450.The horizontal coordinates were established by classical geodetic methods
 MM0450.and adjusted by the National Geodetic Survey in August 1997.
 MM0450
 MM0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0450
 MM0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0450.GEOID18 height accuracy estimate available here.
 MM0450
 MM0450.Click photographs - Photos may exist for this station.
 MM0450
 MM0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0450
 MM0450. The following values were computed from the NAD 83(1995) position.
 MM0450
 MM0450;                    North         East     Units Scale Factor Converg.
 MM0450;SPC NE       -   169,379.926   398,572.674   MT  0.99966216   -0 48 12.6
 MM0450;SPC NE       -   555,707.31  1,307,650.51   sFT  0.99966216   -0 48 12.6
 MM0450;UTM  14      - 4,580,253.441   314,917.888   MT  1.00002159   -1 27 43.8
 MM0450
 MM0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0450!SPC NE       -   0.99983939  x   0.99966216  =   0.99950161
 MM0450!UTM  14      -   0.99983939  x   1.00002159  =   0.99986098
 MM0450
 MM0450:                Primary Azimuth Mark                     Grid Az
 MM0450:SPC NE       -  BIRDWOOD RM 3 AZIMUTH                    179 26 45.1
 MM0450:UTM  14      -  BIRDWOOD RM 3 AZIMUTH                    180 06 16.3
 MM0450
 MM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1491780253(NAD 83)
 MM0450
 MM0450|---------------------------------------------------------------------|
 MM0450| PID    Reference Object                     Distance      Geod. Az  |
 MM0450|                                                           dddmmss.s |
 MM0450| CP7457 BIRDWOOD RM 1                        18.280 METERS 00640     |
 MM0450| CP7458 BIRDWOOD RM 2                        15.853 METERS 11405     |
 MM0450| CP7459 BIRDWOOD RM 3 AZIMUTH                              1783832.5 |
 MM0450|---------------------------------------------------------------------|
 MM0450
 MM0450                          SUPERSEDED SURVEY CONTROL
 MM0450
 MM0450  NAD 83(1986)-  41 21 09.09290(N)    101 12 44.85556(W) AD(       ) 1
 MM0450  NAD 27      -  41 21 09.12300(N)    101 12 43.26300(W) AD(       ) 1
 MM0450  NGVD 29 (07/19/86) 1045.1    (m)         3429.     (f) VERT ANG       
 MM0450
 MM0450.Superseded values are not recommended for survey control.
 MM0450
 MM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0450.See file dsdata.pdf to determine how the superseded data were derived.
 MM0450
 MM0450_MARKER: DS = TRIANGULATION STATION DISK
 MM0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0450_STAMPING: BIRDWOOD 1933
 MM0450_MARK LOGO: CGS
 MM0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0450+STABILITY: SURFACE MOTION
 MM0450
 MM0450  HISTORY     - Date     Condition        Report By
 MM0450  HISTORY     - 1933     MONUMENTED       CGS
 MM0450  HISTORY     - 1933     GOOD             CGS
 MM0450  HISTORY     - 1946     GOOD             CGS
 MM0450
 MM0450                          STATION DESCRIPTION
 MM0450
 MM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0450'ABOUT 13 MILES NORTH AND 4-1/2 MILES WEST OF SUTHERLAND, IN
 MM0450'SOUTHWEST CORNER SEC. 15, T. 16 N., R. 34 W., IN PASTURE
 MM0450'OWNED BY JOHN HARSHFIELD.  TO REACH FROM SUTHERLAND, GO EAST ON
 MM0450'U.S. HIGHWAY 30 FOR 1/2 MILE TO GRAVELED ROAD LEADING NORTH.
 MM0450'FOLLOW THIS ROAD NORTH ACROSS NORTH PLATTE RIVER 4.5 MILES
 MM0450'AND KEEP MAIN SANDY ROAD WHICH BEARS NORTHWEST 2.0 MILES TO
 MM0450'FORKS IN HEAVY SAND.  KEEP RIGHT HAND, MAIN FORK NORTH 6.2
 MM0450'MILES TO WIRE GATE ON WEST SIDE OF ROAD OPPOSITE GROVE OF
 MM0450'TREES ON RIGHT.  PASS THROUGH GATE AND KEEP TRAIL NORTH, WEST
 MM0450'OF FENCE LINE 0.15 MILE TO NORTHEAST CORNER OF CULTIVATED
 MM0450'FIELD.  THENCE WEST ON DIM TRAIL ALONG SOUTH SIDE OF HAY
 MM0450'FIELD 0.35 MILE, AND BEAR NORTHWEST ON DIM TRAIL 0.7 MILE
 MM0450'TO GATE IN NORTH-AND-SOUTH FENCE.  PASS THROUGH GATE AND
 MM0450'KEEP LEFT FORK, PASSING 100 YARDS NORTH OF WINDMILL, WEST
 MM0450'0.95 MILE TO POINT ON TRAIL OPPOSITE MOUTH OF SMALL VALLEY TO
 MM0450'NORTH.  TURN NORTH UP RIDGE TO MOUTH OF VALLEY, THENCE
 MM0450'FOLLOW VALLEY TO HEAD AND NORTHWEST TO STATION, DISTANT,
 MM0450'0.55 MILE FROM TRAIL.
 MM0450'
 MM0450'STATION IS ON NORTHWEST OF TWO KNOLLS OF EQUAL HEIGHT ON TOP OF
 MM0450'SAND HILL, APPROXIMATELY 110 FEET EAST OF NORTH AND SOUTH
 MM0450'SECTION-LINE FENCE.  MARK IS 4 INCHES ABOVE GROUND.  REFERENCE
 MM0450'MARK NO. 1 IS NORTH OF STATION.  REFERENCE MARK NO. 2 IS
 MM0450'SOUTHEAST OF STATION.  REFERENCE MARK NO. 3 IS SOUTH OF STATION
 MM0450'IN SECTION-LINE FENCE.  ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0450'
 MM0450'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MM0450'DISKS SET IN SQUARE CONCRETE POSTS.
 MM0450'
 MM0450'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.17 METERS.
 MM0450
 MM0450                          STATION RECOVERY (1933)
 MM0450
 MM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0450'STATION RECOVERED IN GOOD CONDITION.  MARKS UNDISTURBED AND
 MM0450'INSTRUMENT STAND IN GOOD CONDITION.  A CHECK ON THE DIRECTION
 MM0450'OF THE REFERENCE MARKS REVEALED THAT THE DISTANCE AND DIRECTIONS
 MM0450'WERE CORRECT.
 MM0450'
 MM0450'STATION REACHED FROM SUTHERLAND BY GOING EAST 1/2 MILE TO
 MM0450'GRAVELED ROAD LEADING NORTH.  FOLLOW NORTH 4.5 MILES AND KEEP
 MM0450'MAIN SANDY ROAD WHICH BEARS NORTHWEST 2.65 MILES TO FORKS.
 MM0450'KEEP RIGHT FORK 6.2 MILES TO A GATE ON WEST SIDE ROAD OPPOSITE
 MM0450'GROVE OF TREES ON RIGHT.  ENTER GATE AND GO NORTH 0.15 MILE
 MM0450'AND BEAR NORTHWEST ACROSS HAY FIELD 0.7 MILE TO GATE IN
 MM0450'NORTH-AND-SOUTH FENCE.  GO WEST 0.95 MILE, TURN NORTH AND
 MM0450'NORTHWEST TO STATION ON TOP OF HILL WHICH IS THE NORTHWESTERLY
 MM0450'OF TWO HIGH POINTS.
 MM0450
 MM0450                          STATION RECOVERY (1946)
 MM0450
 MM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0450'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 MM0450'GOOD CONDITION.  DESCRIPTION FOLLOWS--
 MM0450'
 MM0450'LOCATED ABOUT 13 MILES NORTH AND 4-1/2 MILES WEST OF SUTHERLAND
 MM0450'AND 100 FEET EAST OF A WIRE FENCE ON THE HIGHEST POINT OF A
 MM0450'PROMINENT SAND HILL.  IT IS STAMPED BIRDWOOD 1933 AND PROJECTS
 MM0450'6 INCHES.
 MM0450'
 MM0450'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 MM0450'IT IS STAMPED BIRDWOOD NO 1 1933.
 MM0450'
 MM0450'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MM0450'IT IS STAMPED BIRDWOOD NO 2 1933.
 MM0450'
 MM0450'THE AZIMUTH MARK IS NEAR THE SOUTH EDGE OF A PASTURE AND NEAR THE
 MM0450'NORTH EDGE AND FOOT OF A SAND HILL ON WHICH THERE ARE TWO VERY
 MM0450'LARGE SAND PITS.  IT IS IN THE CENTER OF A CIRCULAR SAND
 MM0450'PIT THAT IS APPROXIMATELY 15 FEET IN DIAMETER AND 2-1/2 FEET
 MM0450'DEEP.  IT IS A REFERENCE MARK DISK STAMPED BIRDWOOD NO 3 1933
 MM0450'AND PROJECTS 36 INCHES.
 MM0450'
 MM0450'TO REACH THE STATION FROM SUTHERLAND, GO EAST ON U.S. HIGHWAY
 MM0450'NO. 30 FOR 0.5 MILE.  THEN LEFT (NORTH) ON A GRAVEL ROAD FOR
 MM0450'4.4 MILES.  THEN LEFT FORK FOR 3.85 MILES.  THEN RIGHT FORK FOR
 MM0450'5.75 MILES.  LEAVE THE MAIN TRAVELED ROAD, TAKE THE LEFT FORK
 MM0450'THROUGH A PASTURE (NORTHWEST) FOR 0.85 MILE TO A POINT ABOUT 300
 MM0450'YARDS EAST-SOUTHEAST OF A LARGE BARN.  TURN LEFT, SOUTHWESTERLY,
 MM0450'FOR 0.25 MILE TO A DIM TRACK ROAD AND A FORK.  THEN RIGHT FORK
 MM0450'FOR 0.5 MILE TO A GATE*.  PASS THROUGH GATE, CONTINUE WESTERLY
 MM0450'FOR 0.9 MILE.  TURN RIGHT, NORTH, FOR 0.5 MILE TO THE HIGHEST
 MM0450'POINT AND THE STATION.
 MM0450'
 MM0450'*TO REACH THE AZIMUTH MARK FROM THIS POINT, PASS THROUGH THE
 MM0450'GATE, TURN LEFT FOR 0.1 MILE TO ANOTHER GATE (THIS GATE IS
 MM0450'ABOUT 100 YARDS EAST OF A SMALL GROVE OF TREES AND A WINDMILL).
 MM0450'THEN THROUGH GATE, TURN RIGHT, WESTERLY, FOLLOWING A FENCE
 MM0450'LINE FOR 0.9 MILE.  THEN TURN LEFT, SOUTH, FOR 0.8 MILE TO THE
 MM0450'MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0432 ***********************************************************************
 MM0432  DESIGNATION -  BIRDWOOD RAD STA KNBR TALL MST
 MM0432  PID         -  MM0432
 MM0432  STATE/COUNTY-  NE/LINCOLN
 MM0432  COUNTRY     -  US
 MM0432  USGS QUAD   -  HERSHEY EAST (2017)
 MM0432
 MM0432                         *CURRENT SURVEY CONTROL
 MM0432  ______________________________________________________________________
 MM0432* NAD 83(1995) POSITION- 41 09 40.12626(N) 100 52 44.81292(W)   ADJUSTED
 MM0432  ______________________________________________________________________
 MM0432  GEOID HEIGHT    -        -22.062 (meters)                     GEOID18
 MM0432  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 MM0432  HORZ ORDER      -  THIRD
 MM0432
 MM0432.The horizontal coordinates were established by classical geodetic methods
 MM0432.and adjusted by the National Geodetic Survey in August 1997.
 MM0432
 MM0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0432.GEOID18 height accuracy estimate available here.
 MM0432
 MM0432.Click photographs - Photos may exist for this station.
 MM0432
 MM0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0432
 MM0432. The following values were computed from the NAD 83(1995) position.
 MM0432
 MM0432;                    North         East     Units Scale Factor Converg.
 MM0432;SPC NE       -   147,796.462   426,241.093   MT  0.99967659   -0 34 57.3
 MM0432;SPC NE       -   484,895.56  1,398,425.99   sFT  0.99967659   -0 34 57.3
 MM0432;UTM  14      - 4,558,347.973   342,345.276   MT  0.99990590   -1 14 13.4
 MM0432
 MM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4234558347(NAD 83)
 MM0432
 MM0432                          SUPERSEDED SURVEY CONTROL
 MM0432
 MM0432  NAD 83(1986)-  41 09 40.13045(N)    100 52 44.82061(W) AD(       ) 3
 MM0432  NAD 27      -  41 09 40.13875(N)    100 52 43.26830(W) AD(       ) 3
 MM0432
 MM0432.Superseded values are not recommended for survey control.
 MM0432
 MM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0432.See file dsdata.pdf to determine how the superseded data were derived.
 MM0432
 MM0432_MARKER: 42 = RADIO/TV MAST
 MM0432
 MM0432  HISTORY     - Date     Condition        Report By
 MM0432  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0432
 MM0432                          STATION DESCRIPTION
 MM0432
 MM0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0432'THE STATION IS LOCATED JUST SOUTH OF U.S. HIGHWAY NO. 30 ABOUT
 MM0432'7.0 MILES WEST OF NORTH PLATTE AND 2.0 MILES EAST OF BIRDWOOD.
 MM0432'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED
 MM0432'ALTERNATELY RED AND WHITE WITH A RED FLASHING LIGHT AT THE
 MM0432'TOP OF THE MAST AND HAS AN OVER-ALL HEIGHT OF 325.0 FEET.
 MM0432'
 MM0432'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE
 MM0432'TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0438 ***********************************************************************
 MM0438  DESIGNATION -  BIRNBAUM
 MM0438  PID         -  MM0438
 MM0438  STATE/COUNTY-  NE/LOGAN
 MM0438  COUNTRY     -  US
 MM0438  USGS QUAD   -  CODY LAKE SW (2017)
 MM0438
 MM0438                         *CURRENT SURVEY CONTROL
 MM0438  ______________________________________________________________________
 MM0438* NAD 83(1995) POSITION- 41 32 51.29912(N) 100 38 10.03848(W)   ADJUSTED
 MM0438* NAVD 88 ORTHO HEIGHT -   998.3   (meters)     3275.    (feet) VERTCON
 MM0438  ______________________________________________________________________
 MM0438  GEOID HEIGHT    -        -21.841 (meters)                     GEOID18
 MM0438  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 MM0438  HORZ ORDER      -  FIRST
 MM0438
 MM0438.The horizontal coordinates were established by classical geodetic methods
 MM0438.and adjusted by the National Geodetic Survey in August 1997.
 MM0438
 MM0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0438
 MM0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0438.GEOID18 height accuracy estimate available here.
 MM0438
 MM0438.Click photographs - Photos may exist for this station.
 MM0438
 MM0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0438
 MM0438. The following values were computed from the NAD 83(1995) position.
 MM0438
 MM0438;                    North         East     Units Scale Factor Converg.
 MM0438;SPC NE       -   190,520.205   446,943.748   MT  0.99965886   -0 25 17.6
 MM0438;SPC NE       -   625,065.04  1,466,347.95   sFT  0.99965886   -0 25 17.6
 MM0438;UTM  14      - 4,600,839.274   363,542.479   MT  0.99982915   -1 05 07.1
 MM0438
 MM0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0438!SPC NE       -   0.99984686  x   0.99965886  =   0.99950577
 MM0438!UTM  14      -   0.99984686  x   0.99982915  =   0.99967604
 MM0438
 MM0438:                Primary Azimuth Mark                     Grid Az
 MM0438:SPC NE       -  BIRNBAUM RM 3                            294 19 47.2
 MM0438:UTM  14      -  BIRNBAUM RM 3                            294 59 36.7
 MM0438
 MM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6354200839(NAD 83)
 MM0438
 MM0438|---------------------------------------------------------------------|
 MM0438| PID    Reference Object                     Distance      Geod. Az  |
 MM0438|                                                           dddmmss.s |
 MM0438| CN7900 BIRNBAUM RM 3                                      2935429.6 |
 MM0438| CN7898 BIRNBAUM RM 1                                      29509     |
 MM0438| CN7899 BIRNBAUM RM 2                                      34554     |
 MM0438|---------------------------------------------------------------------|
 MM0438
 MM0438                          SUPERSEDED SURVEY CONTROL
 MM0438
 MM0438  NAD 83(1986)-  41 32 51.30459(N)    100 38 10.04635(W) AD(       ) 1
 MM0438  NAD 27      -  41 32 51.31728(N)    100 38 08.51977(W) AD(       ) 1
 MM0438  NGVD 29 (07/19/86)  998.0    (m)         3274.     (f) VERT ANG       
 MM0438
 MM0438.Superseded values are not recommended for survey control.
 MM0438
 MM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0438.See file dsdata.pdf to determine how the superseded data were derived.
 MM0438
 MM0438_MARKER: DB = BENCH MARK DISK
 MM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0438_STAMPING: BIRNBAUM 1946
 MM0438_MARK LOGO: USGS
 MM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0438+STABILITY: SURFACE MOTION
 MM0438
 MM0438  HISTORY     - Date     Condition        Report By
 MM0438  HISTORY     - 1946     MONUMENTED       USGS
 MM0438  HISTORY     - 1973     GOOD             NGS
 MM0438
 MM0438                          STATION DESCRIPTION
 MM0438
 MM0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0438'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE LOGAN-MC PHERSON
 MM0438'COUNTY LINE, 7 MILES WEST OF U.S. HIGHWAY 83 AND 10 MILES
 MM0438'NORTH-NORTHWEST OF STAPLETON IN PASTURE LAND OWNED BY MR. WAYNE
 MM0438'SAILISBURY, TELEPHONE NUMBER (308) 636-2460.
 MM0438'
 MM0438'TO REACH FROM THE POST OFFICE IN STAPLETON GO WEST ON STATE
 MM0438'HIGHWAY 92 FOR 4.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 MM0438'NORTH FOR 0.1 MILE TO A RANCH HOUSE.  BEAR LEFT ON MAIN TRACK ROAD
 MM0438'AROUND CORRAL FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND
 MM0438'GO NORTHERLY ON TRACK ROAD FOR 1.05 MILE TO A GATE, PASS THROUGH
 MM0438'GATE AND CONTINUE NORTHERLY ON MAIN TRACK ROAD FOR 1.5 MILE TO A
 MM0438'GATE, PASS THROUGH GATE AND CONTINUE NORTHWESTERLY ON MAIN
 MM0438'TRACK ROAD FOR 1.2 MILE TO A FORK.  TAKE LEFT FORK AND GO
 MM0438'NORTHWESTERLY FOR 0.2 MILE TO A DIM FORK, KEEP RIGHT FORK AND GO
 MM0438'NORTHERLY ON DIM TRACK ROAD FOR 0.5 MILE TO A WINDMILL.  BEAR
 MM0438'RIGHT AND GO NORTHERLY ON DIM TRACK ROAD FOR 1.0 MILE TO
 MM0438'A WINDMILL.  BEAR RIGHT OF THE WINDMILL AND GO NORTH-NORTHEASTERLY
 MM0438'OVER SAND HILLS FOR 0.5 MILE TO REFERENCE MARK 3 ON TOP OF A
 MM0438'RIDGE.  FROM THIS POINT GO EAST, OVER SAND HILLS FOR 0.6
 MM0438'MILE TO THE STATION ON HIGHEST SAND HILL IN IMMEDIATE AREA.
 MM0438'
 MM0438'THE STATION IS A U.S. GEOLOGICAL SURVEY, BENCH MARK DISK STAMPED
 MM0438'BIRNBAUM 1946, CEMENTED IN THE TOP OF A 8-INCH SQUARE CONCRETE
 MM0438'POST THAT PROJECTS 4 INCHES.  IT IS ON THE TOP OF THE HIGHEST
 MM0438'SAND HILL IN THE IMMEDIATE AREA.
 MM0438'
 MM0438'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY, REFERENCE MARK
 MM0438'DISK STAMPED BIRNBAUM NO 1 1946, CEMENTED IN THE TOP OF AN 8-INCH
 MM0438'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS WEST OF THE
 MM0438'STATION AND ABOUT 20 FEET LOWER THAN THE STATION.
 MM0438'
 MM0438'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY, REFERENCE MARK DISK
 MM0438'STAMPED BIRNBAUM NO 2 1946, CEMENTED IN THE TOP OF AN 8-INCH
 MM0438'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS NORTH OF THE
 MM0438'STATION AND ABOUT 8 FEET LOWER THAN THE STATION.
 MM0438'
 MM0438'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD REFERENCE MARK DISK,
 MM0438'STAMPED BIRNBAUM USGS NO 3 1973, CEMENTED IN THE TOP OF A 4-INCH,
 MM0438'ROUND PIPE FILLED WITH CEMENT AND PROJECTING 6 INCHES.  IT IS
 MM0438'APPROXIMATELY 0.5 MILE WEST OF THE STATION AND APPROXIMATELY 200
 MM0438'FEET LOWER THAN THE STATION.
 MM0438'
 MM0438'THE MEASUREMENTS TO REFERENCE MARKS 1 AND 2 WERE MADE TO THE POINTS
 MM0438'OF THE ARROWS ON THE DISKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0701 ***********************************************************************
 NN0701  DESIGNATION -  BLACK
 NN0701  PID         -  NN0701
 NN0701  STATE/COUNTY-  NE/HOLT
 NN0701  COUNTRY     -  US
 NN0701  USGS QUAD   -  MEEK SW (2017)
 NN0701
 NN0701                         *CURRENT SURVEY CONTROL
 NN0701  ______________________________________________________________________
 NN0701* NAD 83(1995) POSITION- 42 35 43.60337(N) 098 39 55.79659(W)   ADJUSTED
 NN0701* NAVD 88 ORTHO HEIGHT -   609.    (meters)     1998.    (feet) SCALED
 NN0701  ______________________________________________________________________
 NN0701  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 NN0701  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 NN0701  HORZ ORDER      -  THIRD
 NN0701
 NN0701.The horizontal coordinates were established by classical geodetic methods
 NN0701.and adjusted by the National Geodetic Survey in August 1997.
 NN0701
 NN0701.The orthometric height was scaled from a topographic map.
 NN0701
 NN0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0701.GEOID18 height accuracy estimate available here.
 NN0701
 NN0701.Click photographs - Photos may exist for this station.
 NN0701
 NN0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0701
 NN0701. The following values were computed from the NAD 83(1995) position.
 NN0701
 NN0701;                    North         East     Units Scale Factor Converg.
 NN0701;SPC NE       -   307,528.683   609,505.771   MT  0.99983973   +0 53 03.7
 NN0701;SPC NE       - 1,008,950.35  1,999,686.85   sFT  0.99983973   +0 53 03.7
 NN0701;UTM  14      - 4,715,945.505   527,442.823   MT  0.99960927   +0 13 35.0
 NN0701
 NN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0701!SPC NE       -   0.99990836  x   0.99983973  =   0.99974810
 NN0701!UTM  14      -   0.99990836  x   0.99960927  =   0.99951766
 NN0701
 NN0701:                Primary Azimuth Mark                     Grid Az
 NN0701:SPC NE       -  BLACK AZ MK                              087 36 39.3
 NN0701:UTM  14      -  BLACK AZ MK                              088 16 08.0
 NN0701
 NN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2744215945(NAD 83)
 NN0701
 NN0701|---------------------------------------------------------------------|
 NN0701| PID    Reference Object                     Distance      Geod. Az  |
 NN0701|                                                           dddmmss.s |
 NN0701| CO2250 BLACK RM 1                           20.294 METERS 02740     |
 NN0701| CO2249 BLACK AZ MK                                        0882943.0 |
 NN0701| CO2251 BLACK RM 2                           14.936 METERS 09328     |
 NN0701|---------------------------------------------------------------------|
 NN0701
 NN0701                          SUPERSEDED SURVEY CONTROL
 NN0701
 NN0701  NAD 83(1986)-  42 35 43.61016(N)    098 39 55.80228(W) AD(       ) 3
 NN0701  NAD 27      -  42 35 43.60400(N)    098 39 54.48800(W) AD(       ) 3
 NN0701
 NN0701.Superseded values are not recommended for survey control.
 NN0701
 NN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0701.See file dsdata.pdf to determine how the superseded data were derived.
 NN0701
 NN0701_MARKER: DS = TRIANGULATION STATION DISK
 NN0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0701
 NN0701  HISTORY     - Date     Condition        Report By
 NN0701  HISTORY     - 1949     MONUMENTED       CGS
 NN0701
 NN0701                          STATION DESCRIPTION
 NN0701
 NN0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0701'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH AND 1.0 MILE
 NN0701'WEST OF O NEILL, 1-1/2 MILES WEST OF BLACKBIRD CREEK AND 0.4
 NN0701'MILE WEST OF U.S. HIGHWAY 281, ON THE SOUTH RIGHT-OF-WAY
 NN0701'OF AN EAST-WEST SECTION LINE ROAD.  IT IS 18-1/2 FEET SOUTH
 NN0701'OF THE CENTER OF EAST-WEST ROAD, 4 FEET NORTHEAST OF WITNESS
 NN0701'POST AND 3.7 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS
 NN0701'STAMPED BLACK 1949 AND PROJECTS 2 INCHES.
 NN0701'
 NN0701'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 35 FEET
 NN0701'NORTH OF THE CENTER OF EAST-WEST ROAD, 22 FEET EAST OF TRIANGULAR
 NN0701'BLAZED FENCE POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS
 NN0701'STAMPED BLACK NO 1 1949 AND PROJECTS 4 INCHES.
 NN0701'
 NN0701'REFERENCE MARK NO 2 IS EAST OF THE STATION, 19 FEET SOUTH OF
 NN0701'THE CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST
 NN0701'FENCE LINE.  IT IS STAMPED BLACK NO 2 1949 AND PROJECTS 4
 NN0701'INCHES.
 NN0701'
 NN0701'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 40
 NN0701'FEET NORTH OF THE CENTER OF EAST-WEST SECTION LINE ROAD, 3
 NN0701'FEET WEST OF TELEPHONE POLE AND 5 FEET WEST OF WITNESS POST.
 NN0701'IT IS STAMPED BLACK 1949 AND PROJECTS 4 INCHES.
 NN0701'
 NN0701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0701'275 AND 281 AT THE TRAFFIC LIGHT IN THE CENTER OF O NEILL, GO
 NN0701'WEST AND NORTH ON U.S. HIGHWAYS 20 AND 281 FOR 2.0 MILES TO
 NN0701'JUNCTION OF U.S. HIGHWAY 20 LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 NN0701'281 FOR 8.0 MILES TO CROSSROAD, TURN LEFT AND GO WEST ON
 NN0701'SECTION LINE ROAD FOR ABOUT 150 FEET TO THE AZIMUTH MARK ON
 NN0701'THE NORTH SIDE AS DESCRIBED, CONTINUE WEST ON SECTION LINE
 NN0701'ROAD FOR 0.4 MILE TO THE STATION ON THE SOUTH SIDE AS
 NN0701'DESCRIBED.
 NN0701'
 NN0701'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 4 FEET
 NN0701'
 NN0701'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 4 FEET
 NN0701'
 NN0701'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0454 ***********************************************************************
 NM0454  DESIGNATION -  BLACK BIRD
 NM0454  PID         -  NM0454
 NM0454  STATE/COUNTY-  NE/THURSTON
 NM0454  COUNTRY     -  US
 NM0454  USGS QUAD   -  MACY (2017)
 NM0454
 NM0454                         *CURRENT SURVEY CONTROL
 NM0454  ______________________________________________________________________
 NM0454* NAD 83(1995) POSITION- 42 04 48.32080(N) 096 17 53.99937(W)   ADJUSTED
 NM0454* NAVD 88 ORTHO HEIGHT -   427.780 (meters)     1403.47  (feet) ADJUSTED
 NM0454  ______________________________________________________________________
 NM0454  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 NM0454  LAPLACE CORR    -         -8.59  (seconds)                    DEFLEC18
 NM0454  DYNAMIC HEIGHT  -        427.632 (meters)     1402.99  (feet) COMP
 NM0454  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 NM0454
 NM0454  HORZ ORDER      -  SECOND
 NM0454  VERT ORDER      -  SECOND    CLASS 0
 NM0454
 NM0454.The horizontal coordinates were established by classical geodetic methods
 NM0454.and adjusted by the National Geodetic Survey in August 1997.
 NM0454
 NM0454.The orthometric height was determined by differential leveling and
 NM0454.adjusted by the NATIONAL GEODETIC SURVEY
 NM0454.in June 1991.
 NM0454
 NM0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0454.GEOID18 height accuracy estimate available here.
 NM0454
 NM0454.Click photographs - Photos may exist for this station.
 NM0454
 NM0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0454
 NM0454.The dynamic height is computed by dividing the NAVD 88
 NM0454.geopotential number by the normal gravity value computed on the
 NM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0454.degrees latitude (g = 980.6199 gals.).
 NM0454
 NM0454.The modeled gravity was interpolated from observed gravity values.
 NM0454
 NM0454. The following values were computed from the NAD 83(1995) position.
 NM0454
 NM0454;                    North         East     Units Scale Factor Converg.
 NM0454;SPC NE       -   256,005.297   806,118.302   MT  0.99970876   +2 27 11.1
 NM0454;SPC NE       -   839,910.71  2,644,739.80   sFT  0.99970876   +2 27 11.1
 NM0454;UTM  14      - 4,662,200.805   723,473.409   MT  1.00021454   +1 48 40.8
 NM0454
 NM0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0454!SPC NE       -   0.99993705  x   0.99970876  =   0.99964583
 NM0454!UTM  14      -   0.99993705  x   1.00021454  =   1.00015158
 NM0454
 NM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2347362200(NAD 83)
 NM0454
 NM0454                          SUPERSEDED SURVEY CONTROL
 NM0454
 NM0454  NAD 83(1986)-  42 04 48.32168(N)    096 17 53.99521(W) AD(       ) 2
 NM0454  NAD 27      -  42 04 48.36400(N)    096 17 52.89700(W) AD(       ) 2
 NM0454  MORC        -  42 04 45.93000(N)    096 17 54.86000(W) AD(       ) 3
 NM0454  NGVD 29 (??/??/92)  427.634  (m)         1403.00   (f) ADJ UNCH    2 0
 NM0454
 NM0454.Superseded values are not recommended for survey control.
 NM0454
 NM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0454.See file dsdata.pdf to determine how the superseded data were derived.
 NM0454
 NM0454_MARKER: P = PIPE CAP
 NM0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0454_MARK LOGO: MORC
 NM0454_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0454
 NM0454  HISTORY     - Date     Condition        Report By
 NM0454  HISTORY     - UNK      MONUMENTED       MORC
 NM0454  HISTORY     - 1947     GOOD             CGS
 NM0454  HISTORY     - 1948     GOOD             CGS
 NM0454  HISTORY     - 1961     GOOD             CGS
 NM0454  HISTORY     - 20050921 POOR             BLMCHY
 NM0454
 NM0454                          STATION DESCRIPTION
 NM0454
 NM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0454'7.4 MI NW FROM DECATUR.
 NM0454'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0454'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0454'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0454'ALONG A FARM DRIVE, ABOUT 600.0 FEET NORTH-NORTHWEST OF THE
 NM0454'CHARLIE GRANT HOUSE, IN A CULTIVATED FIELD AND ON THE HIGHEST
 NM0454'GROUND IN THE VICINITY, 140.0 FEET SOUTHEAST OF A PRIVATE
 NM0454'CEMETERY, 9.0 FEET NORTH OF TRIANGULATION STATION MACY, A
 NM0454'CAST IRON CAP ON TOP OF A METAL PIPE AND PROJECTING 0.5
 NM0454'FOOT ABOVE THE GROUND.
 NM0454
 NM0454                          STATION RECOVERY (1948)
 NM0454
 NM0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0454'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 NM0454'DECATUR, ABOUT 3-1/2 MILES SOUTHEAST OF MACY, ON THE HIGHEST
 NM0454'PART OF A CULTIVATED FIELD OVERLOOKING THE MISSOURI RIVER
 NM0454'VALLEY.  IT IS ABOUT 150 YARDS NORTHWEST OF A SMALL WHITE
 NM0454'HOUSE, AND 87 FEET SOUTHEAST OF A SMALL BURIAL PLOT.  IT
 NM0454'IS A 4 INCH IRON PIPE, BURIED IN THE GROUND, AND HAS A MRC
 NM0454'STATION DISK BOLTED ON THE TOP.  THERE IS NO STAMPING ON
 NM0454'THE DISK.  IT PROJECTS 4 INCHES.
 NM0454'
 NM0454'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM STATION
 NM0454'MACY 1934, WHICH IS JUST SOUTH OF THIS MARK.  THE DISTANCE
 NM0454'IS 8.789 FEET OR 2.679 METERS.
 NM0454'
 NM0454'NOTE--THIS MARK IS IN A SLIGHT LEANING POSITION AND MAY
 NM0454'HAVE BEEN MOVED.
 NM0454'
 NM0454'TO REACH THE STATION FROM THE POST OFFICE IN DECATUR, GO
 NM0454'WEST FOR 0.1 MILE TO U.S. HIGHWAY 73E.  TURN RIGHT ON THE
 NM0454'HIGHWAY AND GO 6.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 NM0454'ON THE DIRT ROAD AND GO 1.4 MILES TO A DESERTED HOUSE ON
 NM0454'THE LEFT.  FROM HERE THE MARK IS 0.3 MILE NORTH, ON THE
 NM0454'HIGHEST POINT OF THE CULTIVATED FIELD.
 NM0454
 NM0454                          STATION RECOVERY (1961)
 NM0454
 NM0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM0454'RECOVERED IN GOOD CONDITION.
 NM0454
 NM0454                          STATION RECOVERY (2005)
 NM0454
 NM0454'RECOVERY NOTE BY BLM, CHEYENNE, WY 2005 (RRL)
 NM0454'MONUMENT IS AS DESCRIBED ON DATASHEETS. HOWEVER, MONUMENT CURRENTLY
 NM0454'PROJECTS APPROXIMATELY 18 INCHES AND DEFINATELY LEANS TOWARDS THE
 NM0454'WEST, PROBABLY DUE TO EROSION CAUSED BY SURROUNDING AGRICULTURAL FIELD
 NM0454'(CURRENTLY IDLE ACRES SEEDED TO GRASS).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0999 ***********************************************************************
 MO0999  DESIGNATION -  BLACK HILLS VIDEO CO MICROWAVE
 MO0999  PID         -  MO0999
 MO0999  STATE/COUNTY-  NE/BANNER
 MO0999  COUNTRY     -  US
 MO0999  USGS QUAD   -  TREMAIN (2018)
 MO0999
 MO0999                         *CURRENT SURVEY CONTROL
 MO0999  ______________________________________________________________________
 MO0999* NAD 83(1995) POSITION- 41 33 14.16671(N) 104 02 41.80684(W)   ADJUSTED
 MO0999  ______________________________________________________________________
 MO0999  GEOID HEIGHT    -        -18.211 (meters)                     GEOID18
 MO0999  LAPLACE CORR    -         -5.83  (seconds)                    DEFLEC18
 MO0999  HORZ ORDER      -  THIRD
 MO0999
 MO0999.The horizontal coordinates were established by classical geodetic methods
 MO0999.and adjusted by the National Geodetic Survey in August 1997.
 MO0999
 MO0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0999.GEOID18 height accuracy estimate available here.
 MO0999
 MO0999.Click photographs - Photos may exist for this station.
 MO0999
 MO0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO0999
 MO0999. The following values were computed from the NAD 83(1995) position.
 MO0999
 MO0999;                    North         East     Units Scale Factor Converg.
 MO0999;SPC NE       -   198,920.082   162,780.989   MT  0.99965895   -2 40 50.1
 MO0999;SPC NE       -   652,623.64    534,057.29   sFT  0.99965895   -2 40 50.1
 MO0999;SPC WY E     -   117,644.513   293,576.479   MT  1.00004522   +0 44 38.8
 MO0999;SPC WY E     -   385,972.04    963,175.50   sFT  1.00004522   +0 44 38.8
 MO0999;UTM  13      - 4,600,692.428   579,645.702   MT  0.99967806   +0 38 00.8
 MO0999
 MO0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7964500692(NAD 83)
 MO0999
 MO0999                          SUPERSEDED SURVEY CONTROL
 MO0999
 MO0999  NAD 83(1993)-  41 33 14.16691(N)    104 02 41.80691(W) AD(       ) 3
 MO0999  NAD 83(1986)-  41 33 14.15540(N)    104 02 41.80707(W) AD(       ) 3
 MO0999  NAD 27      -  41 33 14.24600(N)    104 02 39.98600(W) AD(       ) 3
 MO0999
 MO0999.Superseded values are not recommended for survey control.
 MO0999
 MO0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0999.See file dsdata.pdf to determine how the superseded data were derived.
 MO0999
 MO0999_MARKER: 45 = MICROWAVE TOWER
 MO0999
 MO0999  HISTORY     - Date     Condition        Report By
 MO0999  HISTORY     - 1960     FIRST OBSERVED   CGS
 MO0999  HISTORY     - 1963     GOOD             CGS
 MO0999
 MO0999                          STATION DESCRIPTION
 MO0999
 MO0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0999'THE STATION IS THE RED LIGHT ATOP THE TOWER WHICH IS LOCATED
 MO0999'9 MILES NORTH AND 2-1/2 MILES EAST OF ALBIN AND 0.3 MILE
 MO0999'EAST OF THE WYOMING-NEBRASKA STATE LINE.
 MO0999'
 MO0999'THE TOWER IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED
 MO0999'ALTERNATELY RED AND WHITE WITH TWO SHIELD TYPE REFLECTORS
 MO0999'NEAR THE TOP AND FACING SOUTH AND NORTHEAST AND 325 FEET
 MO0999'IN HEIGHT.
 MO0999'
 MO0999'THE SINGLE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 MO0999'
 MO0999'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1200 ***********************************************************************
 LH1200  DESIGNATION -  BLADEN CONGREGATIONAL CH SPIRE
 LH1200  PID         -  LH1200
 LH1200  STATE/COUNTY-  NE/WEBSTER
 LH1200  COUNTRY     -  US
 LH1200  USGS QUAD   -  BLADEN (2017)
 LH1200
 LH1200                         *CURRENT SURVEY CONTROL
 LH1200  ______________________________________________________________________
 LH1200* NAD 83(1995) POSITION- 40 19 26.19580(N) 098 35 36.90208(W)   ADJUSTED
 LH1200  ______________________________________________________________________
 LH1200  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 LH1200  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 LH1200  HORZ ORDER      -  THIRD
 LH1200
 LH1200.The horizontal coordinates were established by classical geodetic methods
 LH1200.and adjusted by the National Geodetic Survey in August 1997.
 LH1200
 LH1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1200.GEOID18 height accuracy estimate available here.
 LH1200
 LH1200.Click photographs - Photos may exist for this station.
 LH1200
 LH1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1200
 LH1200. The following values were computed from the NAD 83(1995) position.
 LH1200
 LH1200;                    North         East     Units Scale Factor Converg.
 LH1200;SPC NE       -    55,445.758   619,508.942   MT  0.99986924   +0 55 55.3
 LH1200;SPC NE       -   181,908.29  2,032,505.59   sFT  0.99986924   +0 55 55.3
 LH1200;UTM  14      - 4,463,792.005   534,527.113   MT  0.99961467   +0 15 46.8
 LH1200
 LH1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3452763792(NAD 83)
 LH1200
 LH1200                          SUPERSEDED SURVEY CONTROL
 LH1200
 LH1200  NAD 83(1986)-  40 19 26.20180(N)    098 35 36.90119(W) AD(       ) 3
 LH1200  NAD 27      -  40 19 26.15000(N)    098 35 35.67000(W) AD(       ) 3
 LH1200  USSD        -  40 19 26.19000(N)    098 35 35.66000(W) AD(       ) 3
 LH1200
 LH1200.Superseded values are not recommended for survey control.
 LH1200
 LH1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1200.See file dsdata.pdf to determine how the superseded data were derived.
 LH1200
 LH1200_MARKER: 90 = CHURCH SPIRE
 LH1200
 LH1200  HISTORY     - Date     Condition        Report By
 LH1200  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1200  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1200
 LH1200                          STATION DESCRIPTION
 LH1200
 LH1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1200'THE BUILDING WAS ERECTED ABOUT 1857 AND IS NOW OCCUPIED BY THE
 LH1200'PILGRIMS OF HOLINESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1199 ***********************************************************************
 LH1199  DESIGNATION -  BLADEN MUNICIPAL TANK
 LH1199  PID         -  LH1199
 LH1199  STATE/COUNTY-  NE/WEBSTER
 LH1199  COUNTRY     -  US
 LH1199  USGS QUAD   -  BLADEN (2017)
 LH1199
 LH1199                         *CURRENT SURVEY CONTROL
 LH1199  ______________________________________________________________________
 LH1199* NAD 83(1995) POSITION- 40 19 15.13795(N) 098 35 49.79629(W)   ADJUSTED
 LH1199  ______________________________________________________________________
 LH1199  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 LH1199  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 LH1199  HORZ ORDER      -  THIRD
 LH1199
 LH1199.The horizontal coordinates were established by classical geodetic methods
 LH1199.and adjusted by the National Geodetic Survey in August 1997.
 LH1199
 LH1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1199.GEOID18 height accuracy estimate available here.
 LH1199
 LH1199.Click photographs - Photos may exist for this station.
 LH1199
 LH1199.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1199
 LH1199. The following values were computed from the NAD 83(1995) position.
 LH1199
 LH1199;                    North         East     Units Scale Factor Converg.
 LH1199;SPC NE       -    55,099.827   619,210.148   MT  0.99987033   +0 55 46.8
 LH1199;SPC NE       -   180,773.35  2,031,525.29   sFT  0.99987033   +0 55 46.8
 LH1199;UTM  14      - 4,463,449.674   534,224.377   MT  0.99961442   +0 15 38.4
 LH1199
 LH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3422463449(NAD 83)
 LH1199
 LH1199                          SUPERSEDED SURVEY CONTROL
 LH1199
 LH1199  NAD 83(1986)-  40 19 15.14387(N)    098 35 49.79540(W) AD(       ) 3
 LH1199  NAD 27      -  40 19 15.08600(N)    098 35 48.56000(W) AD(       ) 3
 LH1199
 LH1199.Superseded values are not recommended for survey control.
 LH1199
 LH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1199.See file dsdata.pdf to determine how the superseded data were derived.
 LH1199
 LH1199_MARKER: 53 = ELEVATED TANK
 LH1199
 LH1199  HISTORY     - Date     Condition        Report By
 LH1199  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1199  HISTORY     - 1980     GOOD             NGS
 LH1199
 LH1199                          STATION DESCRIPTION
 LH1199
 LH1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1199'THE STATION IS LOCATED 0.15 MILE WEST OF THE DEPOT AND AT THE
 LH1199'SOUTH EDGE OF BLADEN.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 LH1199'THE TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.
 LH1199'THE TANK IS PAINTED SILVER AND HAS THE BLACK LETTERING BLADEN
 LH1199'ON THE EAST SIDE.  THERE IS A STEEL PICKET FENCE ENCIRCLING THE
 LH1199'TOP OF THE TANK.
 LH1199'
 LH1199'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 LH1199
 LH1199                          STATION RECOVERY (1980)
 LH1199
 LH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1199'THE STATION, BLADEN MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 LH1199'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0760 ***********************************************************************
 NN0760  DESIGNATION -  BLAINE
 NN0760  PID         -  NN0760
 NN0760  STATE/COUNTY-  NE/ROCK
 NN0760  COUNTRY     -  US
 NN0760  USGS QUAD   -  LINKE LAKE (2017)
 NN0760
 NN0760                         *CURRENT SURVEY CONTROL
 NN0760  ______________________________________________________________________
 NN0760* NAD 83(1995) POSITION- 42 22 59.77665(N) 099 27 58.03843(W)   ADJUSTED
 NN0760* NAVD 88 ORTHO HEIGHT -   800.    (meters)     2625.    (feet) SCALED
 NN0760  ______________________________________________________________________
 NN0760  GEOID HEIGHT    -        -22.914 (meters)                     GEOID18
 NN0760  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 NN0760  HORZ ORDER      -  FIRST
 NN0760
 NN0760.The horizontal coordinates were established by classical geodetic methods
 NN0760.and adjusted by the National Geodetic Survey in August 1997.
 NN0760
 NN0760.The orthometric height was scaled from a topographic map.
 NN0760
 NN0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0760.GEOID18 height accuracy estimate available here.
 NN0760
 NN0760.Click photographs - Photos may exist for this station.
 NN0760
 NN0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0760
 NN0760. The following values were computed from the NAD 83(1995) position.
 NN0760
 NN0760;                    North         East     Units Scale Factor Converg.
 NN0760;SPC NE       -   283,254.925   543,955.665   MT  0.99977592   +0 21 13.7
 NN0760;SPC NE       -   929,312.20  1,784,627.88   sFT  0.99977592   +0 21 13.7
 NN0760;UTM  14      - 4,692,437.036   461,629.378   MT  0.99961811   -0 18 51.2
 NN0760
 NN0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0760!SPC NE       -   0.99987810  x   0.99977592  =   0.99965405
 NN0760!UTM  14      -   0.99987810  x   0.99961811  =   0.99949626
 NN0760
 NN0760:                Primary Azimuth Mark                     Grid Az
 NN0760:SPC NE       -  BLAINE AZ MK                             234 16 47.4
 NN0760:UTM  14      -  BLAINE AZ MK                             234 56 52.3
 NN0760
 NN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6162992437(NAD 83)
 NN0760
 NN0760|---------------------------------------------------------------------|
 NN0760| PID    Reference Object                     Distance      Geod. Az  |
 NN0760|                                                           dddmmss.s |
 NN0760| NN0732 NEWPORT MUNICIPAL TANK              APPROX.26.9 KM 0250833.1 |
 NN0760| NN0724 STUART MUNICIPAL TANK               APPROX.35.8 KM 0474542.0 |
 NN0760| CO2254 BLAINE RM 1                          39.340 METERS 12644     |
 NN0760| CO2253 BLAINE AZ MK                                       2343801.1 |
 NN0760| CO2255 BLAINE RM 2                          35.345 METERS 26636     |
 NN0760| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.37.7 KM 2992731.3 |
 NN0760| NN0781 BASSETT MUNICIPAL TANK              APPROX.23.4 KM 3453538.4 |
 NN0760|---------------------------------------------------------------------|
 NN0760
 NN0760                          SUPERSEDED SURVEY CONTROL
 NN0760
 NN0760  NAD 83(1986)-  42 22 59.78174(N)    099 27 58.04933(W) AD(       ) 1
 NN0760  NAD 27      -  42 22 59.78400(N)    099 27 56.63500(W) AD(       ) 1
 NN0760
 NN0760.Superseded values are not recommended for survey control.
 NN0760
 NN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0760.See file dsdata.pdf to determine how the superseded data were derived.
 NN0760
 NN0760_MARKER: DS = TRIANGULATION STATION DISK
 NN0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0760_STAMPING: BLAINE 1934
 NN0760_MARK LOGO: CGS
 NN0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0760+STABILITY: SURFACE MOTION
 NN0760
 NN0760  HISTORY     - Date     Condition        Report By
 NN0760  HISTORY     - 1934     MONUMENTED       CGS
 NN0760  HISTORY     - 1949     GOOD             CGS
 NN0760
 NN0760                          STATION DESCRIPTION
 NN0760
 NN0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0760'STATION IS LOCATED ABOUT 300 YARDS EAST OF THE CENTER OF WEST
 NN0760'SIDE OF SEC. 19, T. 28 N., R. 18 W., ABOUT 14.5 MILES SOUTH BY
 NN0760'EAST OF BASSETT.  IT IS ON THE HIGHEST GROUND IN THE VICINITY.
 NN0760'
 NN0760'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 20 AND 83 (ABOUT 2.5
 NN0760'MILES SOUTH OF BASSETT), GO SOUTH ON U.S. HIGHWAY 83 FOR 11.0
 NN0760'MILES, THENCE LEFT (EAST) ON DIM PRAIRIE ROAD 1.4 MILES TO GATE,
 NN0760'FOLLOW ROAD 1.0 MILE TO SECOND GATE, CONTINUE ON ROAD 1.1 MILES
 NN0760'TO CATTLE GAP IN NORTH-SOUTH FENCE, THENCE RIGHT (SOUTH) ALONG
 NN0760'EAST SIDE OF FENCE 0.3 MILE TO TOP OF HILL, THENCE LEFT (EAST)
 NN0760'0.3 MILE TO STATION.  STATION MARK PROJECTS 6 INCHES ABOVE
 NN0760'GROUND.
 NN0760'
 NN0760'REFERENCE MARK NO. 1 IS 129.07 FEET (39.340 METERS) SOUTHEAST
 NN0760'BY EAST OF STATION, AND PROJECTS 6 INCHES ABOVE GROUND.
 NN0760'
 NN0760'REFERENCE MARK NO. 2 IS 115.98 FEET (35.350 METERS) WEST BY
 NN0760'NORTH OF STATION, AND PROJECTS 6 INCHES ABOVE GROUND.
 NN0760'
 NN0760'AZIMUTH MARK IS 3.0 MILES SOUTHWEST BY WEST OF STATION, 36 FEET
 NN0760'NORTH OF CENTERLINE OF U.S. HIGHWAY 83, 1 FOOT NORTH OF FENCE AND
 NN0760'IS FLUSH WITH GROUND.  TO REACH FROM STATION, GO WEST 0.3
 NN0760'MILE TO FENCE, THENCE RIGHT (NORTH) 0.3 MILE TO CATTLE GAP,
 NN0760'THENCE LEFT (WEST) OVER TRAIL TO U.S. HIGHWAY 83, THENCE LEFT
 NN0760'(SOUTH AND EAST) 2.6 MILES TO MARK ON NORTH SIDE OF ROAD.
 NN0760'
 NN0760'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NN0760
 NN0760                          STATION RECOVERY (1949)
 NN0760
 NN0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0760'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0760'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 NN0760'GOOD CONDITION.  SANDBLOWS REQUIRED THE LOWERING OF REFERENCE
 NN0760'MARKS NOS 1 AND 2.
 NN0760'
 NN0760'U.S. HIGHWAY NO 83 MENTIONED IN THE 1934 DESCRIPTION IS NOW
 NN0760'U.S. HIGHWAY 183.
 NN0760'
 NN0760'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0760'
 NN0760'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTH EAST OF BASSETT AND
 NN0760'ABOUT 3.0 MILES EAST-SOUTHEAST OF U.S. HIGHWAY 183 ON THE HIGH
 NN0760'POINT OF A PROMINENT SAND HILL.  IT IS 4 FEET NORTH OF WITNESS
 NN0760'POST, STAMPED BLAINE 1934 AND PROJECTS 8 INCHES.
 NN0760'
 NN0760'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET
 NN0760'ON THE SOUTHEAST SLOPE OF THE SAND HILL.  IT IS STAMPED BLAINE
 NN0760'NO 1 1934 AND PROJECTS 4 INCHES.
 NN0760'
 NN0760'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET ON
 NN0760'THE WEST SLOPE OF THE SAND HILL.  IT IS STAMPED BLAINE NO 2 1934
 NN0760'AND PROJECTS 4 INCHES.
 NN0760'
 NN0760'THE AZIMUTH MARK IS ABOUT 3.0 MILES SOUTHWEST OF THE STATION,
 NN0760'36.5 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 183
 NN0760'AND 16.5 FEET WEST-SOUTHWEST OF FENCE LINE AND WITNESS POST.
 NN0760'IT IS STAMPED BLAINE AZI 1934 AND SET FLUSH WITH THE GROUND
 NN0760'SURFACE.
 NN0760'
 NN0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NN0760'AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON U.S. HIGHWAY
 NN0760'183 FOR 13.1 MILES TO CATTLE GUARD IN FENCE LINE ON LEFT,
 NN0760'(CONTINUE SOUTH AND SOUTHEAST ON HIGHWAY FOR 2.6 MILES TO THE
 NN0760'AZIMUTH MARK ON THE LEFT SIDE AS DESCRIBED), TURN LEFT ACROSS
 NN0760'CATTLE GUARD AND FOLLOW MAIN TRACK ROAD EASTERLY FOR 1.3 MILES
 NN0760'TO WIRE GATE AND CATTLE GUARD, CONTINUE EASTERLY ON TRACK ROAD
 NN0760'FOR 0.9 MILE TO ANOTHER WIRE GATE AND CATTLE GUARD, CONTINUE
 NN0760'EASTERLY ON TRACK ROAD PASSING TO THE RIGHT OF RED WINDMILL
 NN0760'FOR 1.1 MILES TO CATTLE GUARD, CROSS CATTLE GUARD TURN RIGHT
 NN0760'AND GO SOUTH ALONG EAST SIDE OF FENCE LINE FOR ABOUT 0.4
 NN0760'MILE, TURN LEFT AND GO EAST-SOUTHEAST ACROSS PASTURE FOR
 NN0760'ABOUT 0.2 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NN0760'
 NN0760'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0760'
 NN0760'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 4 FOOT SIGNAL AT STATION TWIN IS VISIBLE AT 4 FEET
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1317 ***********************************************************************
 LH1317  DESIGNATION -  BLAINE
 LH1317  PID         -  LH1317
 LH1317  STATE/COUNTY-  NE/KEARNEY
 LH1317  COUNTRY     -  US
 LH1317  USGS QUAD   -  KEARNEY SW (2017)
 LH1317
 LH1317                         *CURRENT SURVEY CONTROL
 LH1317  ______________________________________________________________________
 LH1317* NAD 83(1995) POSITION- 40 36 43.98706(N) 099 09 35.84295(W)   ADJUSTED
 LH1317* NAVD 88 ORTHO HEIGHT -   677.    (meters)     2221.    (feet) SCALED
 LH1317  ______________________________________________________________________
 LH1317  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 LH1317  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 LH1317  HORZ ORDER      -  THIRD
 LH1317
 LH1317.The horizontal coordinates were established by classical geodetic methods
 LH1317.and adjusted by the National Geodetic Survey in August 1997.
 LH1317
 LH1317.The orthometric height was scaled from a topographic map.
 LH1317
 LH1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1317.GEOID18 height accuracy estimate available here.
 LH1317
 LH1317.Click photographs - Photos may exist for this station.
 LH1317
 LH1317.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1317
 LH1317. The following values were computed from the NAD 83(1995) position.
 LH1317
 LH1317;                    North         East     Units Scale Factor Converg.
 LH1317;SPC NE       -    86,824.446   571,073.012   MT  0.99977919   +0 33 24.1
 LH1317;SPC NE       -   284,856.54  1,873,595.37   sFT  0.99977919   +0 33 24.1
 LH1317;UTM  14      - 4,495,723.397   486,468.887   MT  0.99960225   -0 06 14.8
 LH1317
 LH1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1317!SPC NE       -   0.99989764  x   0.99977919  =   0.99967685
 LH1317!UTM  14      -   0.99989764  x   0.99960225  =   0.99949993
 LH1317
 LH1317:                Primary Azimuth Mark                     Grid Az
 LH1317:SPC NE       -  BLAINE AZ MK                             190 22 12.0
 LH1317:UTM  14      -  BLAINE AZ MK                             191 01 50.9
 LH1317
 LH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8646895723(NAD 83)
 LH1317
 LH1317|---------------------------------------------------------------------|
 LH1317| PID    Reference Object                     Distance      Geod. Az  |
 LH1317|                                                           dddmmss.s |
 LH1317| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX.10.9 KM 0155148.9 |
 LH1317| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.10.8 KM 0161531.4 |
 LH1317| LH1306 KEARNEY ST TB HOSPITAL TANK         APPROX.10.9 KM 0234920.2 |
 LH1317| LH1305 KEARNEY ST TB HOSPITAL STACK        APPROX.10.9 KM 0235809.1 |
 LH1317| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX.12.0 KM 0252840.1 |
 LH1317| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX.10.8 KM 0371042.7 |
 LH1317| LH1309 KEARNEY RADIO MAST                  APPROX. 9.1 KM 0465500.7 |
 LH1317| CN7902 BLAINE RM 1                          18.979 METERS 08932     |
 LH1317| CN7901 BLAINE AZ MK                                       1905536.1 |
 LH1317| CN7903 BLAINE RM 2                          19.150 METERS 27250     |
 LH1317|---------------------------------------------------------------------|
 LH1317
 LH1317                          SUPERSEDED SURVEY CONTROL
 LH1317
 LH1317  NAD 83(1986)-  40 36 43.99391(N)    099 09 35.84450(W) AD(       ) 3
 LH1317  NAD 27      -  40 36 43.94800(N)    099 09 34.52200(W) AD(       ) 3
 LH1317
 LH1317.Superseded values are not recommended for survey control.
 LH1317
 LH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1317.See file dsdata.pdf to determine how the superseded data were derived.
 LH1317
 LH1317_MARKER: DS = TRIANGULATION STATION DISK
 LH1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1317
 LH1317  HISTORY     - Date     Condition        Report By
 LH1317  HISTORY     - 1950     MONUMENTED       CGS
 LH1317
 LH1317                          STATION DESCRIPTION
 LH1317
 LH1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1317'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF KEARNEY, 8 MILES
 LH1317'SOUTHEAST OF ODESSA AND 9 MILES NORTH-NORTHWEST OF AXTELL, ON A
 LH1317'SMALL SAND HILL AND ON THE RIGHT-OF-WAY OF A LITTLE-USED SECTION
 LH1317'LINE ROAD.  IT IS 3-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 LH1317'ABOUT 42 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 LH1317'RIGHT-OF-WAY, AND 6-1/2 FEET SOUTHEAST OF A WHITE WITNESS POST.
 LH1317'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED, BLAINE
 LH1317'1950.
 LH1317'
 LH1317'REFERENCE MARK NO. 1 IS ALONG THE NORTH SIDE OF THE RIGHT-OF-WAY,
 LH1317'1-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 44 FEET
 LH1317'SOUTH OF THE APPROXIMATE CENTER OF THE RIGHT-OF-WAY, AND ABOUT
 LH1317'8 FOOT LOWER THEN THE STATION MARK.  THE MARK PROJECTS ABOUT 3
 LH1317'INCHES AND THE DISK IS STAMPED, BLAINE NO 1 1950.
 LH1317'
 LH1317'REFERENCE MARK NO. 2 IS ALONG THE NORTH SIDE OF THE RIGHT-OF-WAY,
 LH1317'45 FEET NORTH OF THE APPROXIMATE CENTER OF THE RIGHT-OF-WAY, 1 FOOT
 LH1317'SOUTH OF THE FENCE AND ABOUT 8 FEET LOWER THEN THE STATION MARK.
 LH1317'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BLAINE
 LH1317'NO 2 1950.
 LH1317'
 LH1317'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 LH1317'ROAD, ON THE SUMMIT OF A SMALL SANDHILL, THE FIRST HILL SOUTH OF
 LH1317'THE STATION, ABOUT 18 FEET EAST OF THE LITTLE USED ROAD AND 1
 LH1317'FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 6
 LH1317'INCHES AND THE DISK IS STAMPED, BLAINE 1950.
 LH1317'
 LH1317'THE STATION WAS REACHED FROM THE BUFFALO COUNTY COURT HOUSE IN
 LH1317'KEARNEY, BY GOING SOUTH ON STATE ROUTE 44 FOR 3.3 MILES TO THE
 LH1317'JUNCTION OF STATE ROUTES 44 AND 10.  (CROSSING THE PLATTE RIVER
 LH1317'AT ABOUT 2.1 MILES).  CONTINUE SOUTH ON STATE ROUTE 44 FOR 4.1
 LH1317'MILES TO A CROSSROADS.  TURN RIGHT OR WEST ON GRAVELED ROAD AND
 LH1317'GO 4.0 MILES TO A CROSSROADS, THENCE RIGHT OR NORTH ON A GRADED
 LH1317'DIRT ROAD THAT FINALLY DWINDLES TO A SINGLE TRACK ROAD, FOR 1.8
 LH1317'MILES TO THE TOP OF A SMALL GRADE AND THE AZIMUTH MARK ON THE
 LH1317'RIGHT AS DESCRIBED ABOVE.  CONTINUE NORTH FOR 0.2 MILE TO A
 LH1317'CROSSROADS, THENCE RIGHT OR EAST FOR ABOUT 0.05 MILES TO THE
 LH1317'TOP OF THE SMALL HILL AND THE STATION SITE AS DESCRIBED
 LH1317'ABOVE.
 LH1317'
 LH1317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0091 ***********************************************************************
 MK0091  DESIGNATION -  BLAIR
 MK0091  PID         -  MK0091
 MK0091  STATE/COUNTY-  NE/WASHINGTON
 MK0091  COUNTRY     -  US
 MK0091  USGS QUAD   -  BLAIR (2017)
 MK0091
 MK0091                         *CURRENT SURVEY CONTROL
 MK0091  ______________________________________________________________________
 MK0091* NAD 83(1986) POSITION- 41 32 33.76   (N) 096 08 09.16   (W)   HD_HELD1
 MK0091* NAVD 88 ORTHO HEIGHT -   333.467 (meters)     1094.05  (feet) ADJUSTED
 MK0091  ______________________________________________________________________
 MK0091  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 MK0091  DYNAMIC HEIGHT  -        333.313 (meters)     1093.54  (feet) COMP
 MK0091  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 MK0091
 MK0091  VERT ORDER      -  SECOND    CLASS 0
 MK0091
 MK0091.The horizontal coordinates were determined by differentially corrected
 MK0091.hand held GPS observations or other comparable positioning techniques
 MK0091.and have an estimated accuracy of +/- 3 meters.
 MK0091
 MK0091.The orthometric height was determined by differential leveling and
 MK0091.adjusted by the NATIONAL GEODETIC SURVEY
 MK0091.in June 1991.
 MK0091
 MK0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0091.GEOID18 height accuracy estimate available here.
 MK0091
 MK0091.Click photographs - Photos may exist for this station.
 MK0091
 MK0091.The dynamic height is computed by dividing the NAVD 88
 MK0091.geopotential number by the normal gravity value computed on the
 MK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0091.degrees latitude (g = 980.6199 gals.).
 MK0091
 MK0091.The modeled gravity was interpolated from observed gravity values.
 MK0091
 MK0091;                    North         East    Units  Estimated Accuracy
 MK0091;SPC NE       -   196,985.6     822,210.0     MT  (+/- 3 meters HH1 GPS) 
 MK0091
 MK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3890202967(NAD 83)
 MK0091
 MK0091                          SUPERSEDED SURVEY CONTROL
 MK0091
 MK0091  NGVD 29 (??/??/92)  333.322  (m)         1093.57   (f) ADJ UNCH    2 0
 MK0091
 MK0091.Superseded values are not recommended for survey control.
 MK0091
 MK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0091.See file dsdata.pdf to determine how the superseded data were derived.
 MK0091
 MK0091_MARKER: DB = BENCH MARK DISK
 MK0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0091_SP_SET: BUILDING
 MK0091_STAMPING: BLAIR 1934
 MK0091_MARK LOGO: CGS
 MK0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0091+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 MK0091
 MK0091  HISTORY     - Date     Condition        Report By
 MK0091  HISTORY     - 1934     MONUMENTED       CGS
 MK0091  HISTORY     - 1947     GOOD             CGS
 MK0091  HISTORY     - 20040603 GOOD             USPSQD
 MK0091  HISTORY     - 20101013 GOOD             GEOCAC
 MK0091
 MK0091                          STATION DESCRIPTION
 MK0091
 MK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0091'AT BLAIR.
 MK0091'AT BLAIR, AT THE INTERSECTION OF WALKER AVENUE AND LINCOLN STREET,
 MK0091'AT THE NORTHWEST CORNER OF THE CITY HALL, 2 FEET SOUTH OF THE
 MK0091'NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY IN THE WEST
 MK0091'FACE OF THE CORNERSTONE, 4 FEET ABOVE THE GROUND.
 MK0091
 MK0091                          STATION RECOVERY (2004)
 MK0091
 MK0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0091'STATION FOUND GOOD. WALKER AVENUE DESCRIBED IN THE 1947 DESCRIPTION IS
 MK0091'NOW 16TH STREET. THE REMAINDER OF THE 1947 DESCRIPTION IS ACCURATE.
 MK0091
 MK0091                          STATION RECOVERY (2010)
 MK0091
 MK0091'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 MK0091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2118 ***********************************************************************
 MK2118  DESIGNATION -  BLAIR
 MK2118  PID         -  MK2118
 MK2118  STATE/COUNTY-  NE/WASHINGTON
 MK2118  COUNTRY     -  US
 MK2118  USGS QUAD   -  BLAIR (2017)
 MK2118
 MK2118                         *CURRENT SURVEY CONTROL
 MK2118  ______________________________________________________________________
 MK2118* NAD 83(1995) POSITION- 41 31 51.69061(N) 096 08 10.90941(W)   ADJUSTED
 MK2118* NAVD 88 ORTHO HEIGHT -   333.40  (+/-2cm)     1093.8   (feet) VERTCON
 MK2118  ______________________________________________________________________
 MK2118  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 MK2118  LAPLACE CORR    -         -7.95  (seconds)                    DEFLEC18
 MK2118  HORZ ORDER      -  FIRST
 MK2118  VERT ORDER      -  THIRD ? (See Below)
 MK2118
 MK2118.The horizontal coordinates were established by classical geodetic methods
 MK2118.and adjusted by the National Geodetic Survey in August 1997.
 MK2118
 MK2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2118
 MK2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2118.GEOID18 height accuracy estimate available here.
 MK2118
 MK2118.The vertical order pertains to the NGVD 29 superseded value.
 MK2118
 MK2118.Click photographs - Photos may exist for this station.
 MK2118
 MK2118.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2118
 MK2118. The following values were computed from the NAD 83(1995) position.
 MK2118
 MK2118;                    North         East     Units Scale Factor Converg.
 MK2118;SPC NE       -   195,687.665   822,227.487   MT  0.99965869   +2 33 37.5
 MK2118;SPC NE       -   642,018.61  2,697,591.35   sFT  0.99965869   +2 33 37.5
 MK2118;UTM  14      - 4,601,668.791   738,905.102   MT  1.00030244   +1 53 58.4
 MK2118
 MK2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2118!SPC NE       -   0.99995212  x   0.99965869  =   0.99961083
 MK2118!UTM  14      -   0.99995212  x   1.00030244  =   1.00025455
 MK2118
 MK2118:                Primary Azimuth Mark                     Grid Az
 MK2118:SPC NE       -  BLAIR 2 AZ MK                            359 25 28.6
 MK2118:UTM  14      -  BLAIR 2 AZ MK                            000 05 07.7
 MK2118
 MK2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3890501668(NAD 83)
 MK2118
 MK2118|---------------------------------------------------------------------|
 MK2118| PID    Reference Object                     Distance      Geod. Az  |
 MK2118|                                                           dddmmss.s |
 MK2118| CL6905 BLAIR 2 AZ MK                                      0015906.1 |
 MK2118| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX. 1.0 KM 0042619.1 |
 MK2118| DR1319 BLAIR RM 1                           20.900 METERS 16922     |
 MK2118| DR1320 BLAIR RM 2                           12.263 METERS 35319     |
 MK2118|---------------------------------------------------------------------|
 MK2118
 MK2118                          SUPERSEDED SURVEY CONTROL
 MK2118
 MK2118  NAD 83(1986)-  41 31 51.69591(N)    096 08 10.91183(W) AD(       ) 1
 MK2118  NAD 27      -  41 31 51.71800(N)    096 08 09.85800(W) AD(       ) 1
 MK2118  NGVD 29             333.25   (m)         1093.3    (f) LEVELING    3  
 MK2118
 MK2118.Superseded values are not recommended for survey control.
 MK2118
 MK2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2118.See file dsdata.pdf to determine how the superseded data were derived.
 MK2118
 MK2118_MARKER: DS = TRIANGULATION STATION DISK
 MK2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2118_STAMPING: BLAIR 1934
 MK2118_MARK LOGO: CGS
 MK2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2118+STABILITY: SURFACE MOTION
 MK2118
 MK2118  HISTORY     - Date     Condition        Report By
 MK2118  HISTORY     - 1934     MONUMENTED       CGS
 MK2118  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MK2118
 MK2118                          STATION DESCRIPTION
 MK2118
 MK2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK2118'STATION IS ON A HIGH HILL JUST SOUTH OF BLAIR ON PROPERTY OWNED
 MK2118'BY THE TOWN AND OCCUPIED BY THE TOWN RESERVOIR.
 MK2118'
 MK2118'TO REACH FROM BLAIR, GO SOUTH ON WALKER AVENUE (U.S. HIGHWAY 73)
 MK2118'FROM MAIN CORNER IN TOWN 0.6 MILE TO T-ROAD, TURN RIGHT (WEST) AND
 MK2118'GO 0.15 MILE TO END OF STREET.  TURN LEFT (SOUTH) AND GO 2 BLOCKS
 MK2118'TO GATE ACROSS STREET.  GO THROUGH GATE AND CONTINUE TO TOP OF
 MK2118'HILL.  TURN LEFT (EAST) AND GO 0.1 MILE ACROSS FIELD TO FENCE JUST
 MK2118'WEST OF RESERVOIR AND END OF TRUCK TRAVEL.  MARK IS 125.4 FEET
 MK2118'EAST OF THIS FENCE, 41.8 FEET SOUTH OF ANOTHER FENCE, AND
 MK2118'51.5 FEET NORTH BY EAST OF EAST VENTILATOR OF RESERVOIR.
 MK2118'
 MK2118'REFERENCE MARK NO. 1 IS 68.56 FEET SOUTH OF STATION, 20.6 FEET
 MK2118'NORTH OF FENCE, 28.8 FEET NORTHWEST OF FENCE CORNER AND 39.8
 MK2118'FEET SOUTHEAST OF EAST VENTILATOR OF RESERVOIR.
 MK2118'
 MK2118'REFERENCE MARK NO. 2 IS 40.23 FEET NORTH OF STATION, 1.8 FEET
 MK2118'SOUTH OF FENCE AND 26.6 FEET WEST OF FENCE CORNER.
 MK2118'
 MK2118'AZIMUTH MARK IS 0.5 MILE NORTH OF STATION.  TO REACH GO WEST
 MK2118'ACROSS FIELD 0.1 MILE TO ROAD, TURN RIGHT (NORTH) AND GO 0.2 MILE,
 MK2118'TURN RIGHT (EAST) AND GO 0.15 MILE, TURN LEFT (NORTH) ONTO SOUTH
 MK2118'WALKER AVENUE AND GO 0.3 MILE TO MARK ON EAST, 35.6 FEET EAST OF
 MK2118'CENTERLINE OF SOUTH WALKER AVENUE AND 4.3 FEET WEST OF WEST EDGE
 MK2118'OF WALK.
 MK2118'
 MK2118'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 MK2118
 MK2118                          STATION RECOVERY (1947)
 MK2118
 MK2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK2118'THIS STATION WAS NOT RECOVERED AS IT AND THE REFERENCE MARKS
 MK2118'WERE DESTROYED.  THE ENTIRE TOP OF THE HILL WAS LEVELED OFF AND A
 MK2118'NEW RESERVOIR BUILT ON TOP.  THE POSITION OF THE OLD STATION
 MK2118'AND REFERENCE MARKS IS ON THE EAST SLOPE OF THE RESERVOIR.  THE
 MK2118'1934 AZIMUTH MARK WAS RECOVERED AND WAS RESTAMPED BLAIR 2 1947.
 MK2118'IT WAS USED AS THE AZIMUTH MARK FOR THE NEW STATION.  A
 MK2118'DESCRIPTION FOR BLAIR 2 1947 WAS WRITTEN
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1971 ***********************************************************************
 MK1971  DESIGNATION -  BLAIR 2
 MK1971  PID         -  MK1971
 MK1971  STATE/COUNTY-  NE/WASHINGTON
 MK1971  COUNTRY     -  US
 MK1971  USGS QUAD   -  BLAIR (2017)
 MK1971
 MK1971                         *CURRENT SURVEY CONTROL
 MK1971  ______________________________________________________________________
 MK1971* NAD 83(1995) POSITION- 41 31 52.36256(N) 096 08 11.51002(W)   ADJUSTED
 MK1971* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 MK1971  ______________________________________________________________________
 MK1971  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 MK1971  LAPLACE CORR    -         -7.96  (seconds)                    DEFLEC18
 MK1971  HORZ ORDER      -  SECOND
 MK1971
 MK1971.The horizontal coordinates were established by classical geodetic methods
 MK1971.and adjusted by the National Geodetic Survey in August 1997.
 MK1971
 MK1971.The orthometric height was scaled from a topographic map.
 MK1971
 MK1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1971.GEOID18 height accuracy estimate available here.
 MK1971
 MK1971.Click photographs - Photos may exist for this station.
 MK1971
 MK1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1971
 MK1971. The following values were computed from the NAD 83(1995) position.
 MK1971
 MK1971;                    North         East     Units Scale Factor Converg.
 MK1971;SPC NE       -   195,707.746   822,212.656   MT  0.99965869   +2 33 37.1
 MK1971;SPC NE       -   642,084.50  2,697,542.69   sFT  0.99965869   +2 33 37.1
 MK1971;UTM  14      - 4,601,689.055   738,890.494   MT  1.00030236   +1 53 58.0
 MK1971
 MK1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1971!SPC NE       -   0.99994181  x   0.99965869  =   0.99960052
 MK1971!UTM  14      -   0.99994181  x   1.00030236  =   1.00024416
 MK1971
 MK1971:                Primary Azimuth Mark                     Grid Az
 MK1971:SPC NE       -  BLAIR 2 AZ MK                            000 25 51.8
 MK1971:UTM  14      -  BLAIR 2 AZ MK                            001 05 30.9
 MK1971
 MK1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3889001689(NAD 83)
 MK1971
 MK1971|---------------------------------------------------------------------|
 MK1971| PID    Reference Object                     Distance      Geod. Az  |
 MK1971|                                                           dddmmss.s |
 MK1971| CL6905 BLAIR 2 AZ MK                                      0025928.9 |
 MK1971| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX. 1.0 KM 0051926.5 |
 MK1971| MK1834 OMAHA/SIOUX FALLS AMBER 4 BN 2      APPROX.12.8 KM 0404236.9 |
 MK1971| MK1833 MODALE MUNICIPAL TANK               APPROX.14.6 KM 0464843.7 |
 MK1971| CL6906 BLAIR 2 RM 1                         21.215 METERS 17112     |
 MK1971| CL6907 BLAIR 2 RM 2                         18.612 METERS 27459     |
 MK1971|---------------------------------------------------------------------|
 MK1971
 MK1971                          SUPERSEDED SURVEY CONTROL
 MK1971
 MK1971  NAD 83(1986)-  41 31 52.36724(N)    096 08 11.51203(W) AD(       ) 2
 MK1971  NAD 27      -  41 31 52.39100(N)    096 08 10.46300(W) AD(       ) 2
 MK1971
 MK1971.Superseded values are not recommended for survey control.
 MK1971
 MK1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1971.See file dsdata.pdf to determine how the superseded data were derived.
 MK1971
 MK1971_MARKER: DS = TRIANGULATION STATION DISK
 MK1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1971_STAMPING: BLAIR 2 1947
 MK1971_MARK LOGO: CGS
 MK1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1971+STABILITY: SURFACE MOTION
 MK1971
 MK1971  HISTORY     - Date     Condition        Report By
 MK1971  HISTORY     - 1947     MONUMENTED       CGS
 MK1971
 MK1971                          STATION DESCRIPTION
 MK1971
 MK1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1971'THE STATION IS LOCATED AT THE SOUTH EDGE OF BLAIR, ON TOP OF AN
 MK1971'EARTH COVERED RESERVOIR WHICH IS ON TOP OF A HIGH HILL OVERLOOKING
 MK1971'THE TOWN OF BLAIR.  IT IS 17 FEET SOUTHWEST OF THE NORTHEAST
 MK1971'CORNER OF THE RESERVOIR, AND 10.5 FEET WEST OF THE CENTER OF A
 MK1971'LARGE MAN HOLE.  THE DISK IS STAMPED BLAIR 2 1947 AND PROJECTS 2
 MK1971'INCHES.
 MK1971'
 MK1971'THIS STATION IS IN THE IMMEDIATE VICINITY OF STATION BLAIR 1934
 MK1971'WHICH WAS DESTROYED BY CONSTRUCTION OF THE NEW RESERVOIR.
 MK1971'
 MK1971'REFERENCE MARK NO. 1 IS 69.60 FEET SOUTH OF THE STATION, 15 FEET
 MK1971'SOUTH-SOUTHWEST OF A MANHOLE, AND 6.5 FEET SOUTHEAST OF AN 8
 MK1971'INCH VENT PIPE.  THE DISK IS STAMPED BLAIR 2 NO 1 1947 AND PROJECTS
 MK1971'4 INCHES.
 MK1971'
 MK1971'REFERENCE MARK NO. 2 IS 61.06 FEET WEST OF THE STATION, ON THE
 MK1971'NORTHWEST CORNER OF THE RESERVOIR, AND 7 FEET NORTHWEST OF AN 8
 MK1971'INCH VENT PIPE.  THE DISK IS STAMPED BLAIR 2 NO 2 1947 AND PROJECTS
 MK1971'4 INCHES.
 MK1971'
 MK1971'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH-NORTHEAST OF
 MK1971'THE STATION, 35 FEET EAST OF THE CENTERLINE OF SOUTH WALKER AVENUE,
 MK1971'39 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 710
 MK1971'SOUTH WALKER AVENUE, AND 4 FEET WEST OF THE WEST EDGE OF THE
 MK1971'SIDEWALK.  THE DISK IS STAMPED BLAIR 2 1947 AND PROJECTS 1 INCH.
 MK1971'(THIS IS THE 1934 AZIMUTH MARK.  IT WAS REMARKED.)
 MK1971'
 MK1971'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 MK1971'
 MK1971'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1969 ***********************************************************************
 MK1969  DESIGNATION -  BLAIR WASHINGTON CO CTHSE DOME
 MK1969  PID         -  MK1969
 MK1969  STATE/COUNTY-  NE/WASHINGTON
 MK1969  COUNTRY     -  US
 MK1969  USGS QUAD   -  BLAIR (2017)
 MK1969
 MK1969                         *CURRENT SURVEY CONTROL
 MK1969  ______________________________________________________________________
 MK1969* NAD 83(1995) POSITION- 41 32 24.70248(N) 096 08 07.49871(W)   ADJUSTED
 MK1969  ______________________________________________________________________
 MK1969  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 MK1969  LAPLACE CORR    -         -8.07  (seconds)                    DEFLEC18
 MK1969  HORZ ORDER      -  THIRD
 MK1969
 MK1969.The horizontal coordinates were established by classical geodetic methods
 MK1969.and adjusted by the National Geodetic Survey in August 1997.
 MK1969
 MK1969.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1969.GEOID18 height accuracy estimate available here.
 MK1969
 MK1969.Click photographs - Photos may exist for this station.
 MK1969
 MK1969.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1969
 MK1969. The following values were computed from the NAD 83(1995) position.
 MK1969
 MK1969;                    North         East     Units Scale Factor Converg.
 MK1969;SPC NE       -   196,708.287   822,260.956   MT  0.99965877   +2 33 39.8
 MK1969;SPC NE       -   645,367.10  2,697,701.15   sFT  0.99965877   +2 33 39.8
 MK1969;UTM  14      - 4,602,689.617   738,950.367   MT  1.00030271   +1 54 01.9
 MK1969
 MK1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3895002689(NAD 83)
 MK1969
 MK1969                          SUPERSEDED SURVEY CONTROL
 MK1969
 MK1969  NAD 83(1986)-  41 32 24.70735(N)    096 08 07.50035(W) AD(       ) 3
 MK1969  NAD 27      -  41 32 24.72200(N)    096 08 06.45100(W) AD(       ) 3
 MK1969
 MK1969.Superseded values are not recommended for survey control.
 MK1969
 MK1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1969.See file dsdata.pdf to determine how the superseded data were derived.
 MK1969
 MK1969_MARKER: 87 = DOME
 MK1969
 MK1969  HISTORY     - Date     Condition        Report By
 MK1969  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1969  HISTORY     - 1947     GOOD             CGS
 MK1969  HISTORY     - 1961     GOOD             CGS
 MK1969  HISTORY     - 20040603 GOOD             USPSQD
 MK1969
 MK1969                          STATION DESCRIPTION
 MK1969
 MK1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1969'STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF BLAIR, THREE
 MK1969'BLOCKS SOUTH AND ONE BLOCK EAST OF THE BUSINESS SECTION OF
 MK1969'THE CITY.  THE BUILDING IS OF RED BRICK WITH A METAL DOME
 MK1969'ON THE TOP, SILVER IN COLOR.  ON THE TOP OF THE DOME IS A FOUR
 MK1969'FOOT STEEL ROD TOPPED WITH A ROUND METAL DISC.  THE TOTAL
 MK1969'HEIGHT OF THE STRUCTURE IS ABOUT 175 FEET.
 MK1969'
 MK1969'THE POINT INTERSECTED WAS THE METAL DISC AS DESCRIBED ABOVE.
 MK1969'
 MK1969'STATION MAY BE REACHED FROM THE POST OFFICE IN BLAIR BY GOING
 MK1969'SOUTH ON WALKER AVE. FOR 0.2 MILE TO COURT HOUSE ON THE
 MK1969'LEFT IN THE CENTER OF THE BLOCK.
 MK1969'
 MK1969'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MK1969
 MK1969                          STATION RECOVERY (1961)
 MK1969
 MK1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MK1969'THE STATION IS THE DOME, OCTAGON IN SHAPE, ON TOP OF THE
 MK1969'WASHINGTON COUNTY COURTHOUSE.  THE COURTHOUSE IS IN A BAD NEED
 MK1969'OF REPAIR.
 MK1969
 MK1969                          STATION RECOVERY (2004)
 MK1969
 MK1969'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1969'STATION FOUND GOOD. WALKER AVENUE DESCRIBED IN THE 1947 DESCRIPTION IS
 MK1969'NOW 16TH STREET. THE WASHINGTON COUNTY COURT HOUSE IS NORTH OF SOUTH
 MK1969'STREET, SOUTH OF COLFAX STREET, EAST OF 16TH STREET, AND WEST OF 15TH
 MK1969'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0528 ***********************************************************************
 LG0528  DESIGNATION -  BLAST
 LG0528  PID         -  LG0528
 LG0528  STATE/COUNTY-  NE/SEWARD
 LG0528  COUNTRY     -  US
 LG0528  USGS QUAD   -  STAPLEHURST (2017)
 LG0528
 LG0528                         *CURRENT SURVEY CONTROL
 LG0528  ______________________________________________________________________
 LG0528* NAD 83(1995) POSITION- 40 55 32.84192(N) 097 11 12.35919(W)   ADJUSTED
 LG0528* NAVD 88 ORTHO HEIGHT -   471.737 (meters)     1547.69  (feet) ADJUSTED
 LG0528  ______________________________________________________________________
 LG0528  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 LG0528  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 LG0528  DYNAMIC HEIGHT  -        471.493 (meters)     1546.89  (feet) COMP
 LG0528  MODELED GRAVITY -    980,092.3   (mgal)                       NAVD 88
 LG0528
 LG0528  HORZ ORDER      -  SECOND
 LG0528  VERT ORDER      -  SECOND    CLASS 0
 LG0528
 LG0528.The horizontal coordinates were established by classical geodetic methods
 LG0528.and adjusted by the National Geodetic Survey in August 1997.
 LG0528
 LG0528.The orthometric height was determined by differential leveling and
 LG0528.adjusted by the NATIONAL GEODETIC SURVEY
 LG0528.in June 1991.
 LG0528
 LG0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0528.GEOID18 height accuracy estimate available here.
 LG0528
 LG0528.Click photographs - Photos may exist for this station.
 LG0528
 LG0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0528
 LG0528.The dynamic height is computed by dividing the NAVD 88
 LG0528.geopotential number by the normal gravity value computed on the
 LG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0528.degrees latitude (g = 980.6199 gals.).
 LG0528
 LG0528.The modeled gravity was interpolated from observed gravity values.
 LG0528
 LG0528. The following values were computed from the NAD 83(1995) position.
 LG0528
 LG0528;                    North         East     Units Scale Factor Converg.
 LG0528;SPC NE       -   125,145.701   736,846.565   MT  0.99970949   +1 51 51.6
 LG0528;SPC NE       -   410,582.19  2,417,470.77   sFT  0.99970949   +1 51 51.6
 LG0528;UTM  14      - 4,532,101.847   652,670.295   MT  0.99988688   +1 11 17.0
 LG0528
 LG0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0528!SPC NE       -   0.99993020  x   0.99970949  =   0.99963971
 LG0528!UTM  14      -   0.99993020  x   0.99988688  =   0.99981709
 LG0528
 LG0528:                Primary Azimuth Mark                     Grid Az
 LG0528:SPC NE       -  SOUND                                    151 49 15.2
 LG0528:UTM  14      -  SOUND                                    152 29 49.8
 LG0528
 LG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5267032101(NAD 83)
 LG0528
 LG0528|---------------------------------------------------------------------|
 LG0528| PID    Reference Object                     Distance      Geod. Az  |
 LG0528|                                                           dddmmss.s |
 LG0528| LG0771 STAPLEHURST MUNICIPAL TANK          APPROX. 5.4 KM 0082707.4 |
 LG0528| LG0529 BLAST RM 1                           12.870 METERS 09241     |
 LG0528| LG0756 SEWARD MUNICIPAL TANK               APPROX. 7.5 KM 1042454.7 |
 LG0528| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 7.7 KM 1052141.3 |
 LG0528| LG0524 SOUND                               APPROX. 1.2 KM 1534106.8 |
 LG0528| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.13.7 KM 1780558.1 |
 LG0528| CN7904 BLAST AZ MK                                        2400802.6 |
 LG0528| LG0527 BLAST RM 2                            8.402 METERS 26640     |
 LG0528|---------------------------------------------------------------------|
 LG0528
 LG0528                          SUPERSEDED SURVEY CONTROL
 LG0528
 LG0528  NAD 83(1986)-  40 55 32.85082(N)    097 11 12.35864(W) AD(       ) 2
 LG0528  NGVD 29 (??/??/92)  471.560  (m)         1547.11   (f) ADJ UNCH    2 0
 LG0528
 LG0528.Superseded values are not recommended for survey control.
 LG0528
 LG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0528.See file dsdata.pdf to determine how the superseded data were derived.
 LG0528
 LG0528_MARKER: DS = TRIANGULATION STATION DISK
 LG0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0528_STAMPING: BLAST 1961
 LG0528_MARK LOGO: CGS
 LG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0528+STABILITY: SURFACE MOTION
 LG0528
 LG0528  HISTORY     - Date     Condition        Report By
 LG0528  HISTORY     - 1961     MONUMENTED       CGS
 LG0528
 LG0528                          STATION DESCRIPTION
 LG0528
 LG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0528'6.9 MI NW FROM SEWARD.
 LG0528'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0528'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0528'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG A
 LG0528'PAVED ROAD LEADING TO THE MISSILE SITE, THENCE 0.6 MILE WEST
 LG0528'ALONG THE MISSILE ROAD, THENCE 0.2 MILE SOUTH THROUGH THE GUARD
 LG0528'GATE TO THE SOUTH SIDE OF THE SITE, 2.5 FEET NORTH OF A FENCE,
 LG0528'2.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0528'TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0529 ***********************************************************************
 LG0529  DESIGNATION -  BLAST RM 1
 LG0529  PID         -  LG0529
 LG0529  STATE/COUNTY-  NE/SEWARD
 LG0529  COUNTRY     -  US
 LG0529  USGS QUAD   -  STAPLEHURST (2017)
 LG0529
 LG0529                         *CURRENT SURVEY CONTROL
 LG0529  ______________________________________________________________________
 LG0529* NAD 83(1986) POSITION- 40 55 32.82   (N) 097 11 11.81   (W)   HD_HELD1
 LG0529* NAVD 88 ORTHO HEIGHT -   471.795 (meters)     1547.88  (feet) ADJUSTED
 LG0529  ______________________________________________________________________
 LG0529  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 LG0529  DYNAMIC HEIGHT  -        471.551 (meters)     1547.08  (feet) COMP
 LG0529  MODELED GRAVITY -    980,092.5   (mgal)                       NAVD 88
 LG0529
 LG0529  VERT ORDER      -  SECOND    CLASS 0
 LG0529
 LG0529.The horizontal coordinates were determined by differentially corrected
 LG0529.hand held GPS observations or other comparable positioning techniques
 LG0529.and have an estimated accuracy of +/- 3 meters.
 LG0529
 LG0529.The orthometric height was determined by differential leveling and
 LG0529.adjusted by the NATIONAL GEODETIC SURVEY
 LG0529.in June 1991.
 LG0529
 LG0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0529.GEOID18 height accuracy estimate available here.
 LG0529
 LG0529.Click photographs - Photos may exist for this station.
 LG0529
 LG0529.The dynamic height is computed by dividing the NAVD 88
 LG0529.geopotential number by the normal gravity value computed on the
 LG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0529.degrees latitude (g = 980.6199 gals.).
 LG0529
 LG0529.The modeled gravity was interpolated from observed gravity values.
 LG0529
 LG0529;                    North         East    Units  Estimated Accuracy
 LG0529;SPC NE       -   125,145.4     736,859.4     MT  (+/- 3 meters HH1 GPS) 
 LG0529
 LG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5268332101(NAD 83)
 LG0529
 LG0529                          SUPERSEDED SURVEY CONTROL
 LG0529
 LG0529  NGVD 29 (??/??/92)  471.618  (m)         1547.30   (f) ADJ UNCH    2 0
 LG0529
 LG0529.Superseded values are not recommended for survey control.
 LG0529
 LG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0529.See file dsdata.pdf to determine how the superseded data were derived.
 LG0529
 LG0529_MARKER: DR = REFERENCE MARK DISK
 LG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0529_STAMPING: BLAST NO 1 1961
 LG0529_MARK LOGO: CGS
 LG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0529+STABILITY: SURFACE MOTION
 LG0529
 LG0529  HISTORY     - Date     Condition        Report By
 LG0529  HISTORY     - 1961     MONUMENTED       CGS
 LG0529
 LG0529                          STATION DESCRIPTION
 LG0529
 LG0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0529'6.9 MI NW FROM SEWARD.
 LG0529'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0529'FROM THE STATION AT SEWARD, THENCE 4.35 MILES ALONG U.S. HIGHWAY
 LG0529'34 AND STATE HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG A PAVED
 LG0529'ROAD LEADING TO MISSILE SITE, THENCE 0.6 MILE WEST ALONG THE
 LG0529'SITE ROAD, THENCE 0.2 MILE SOUTH THROUGH THE GUARD GATE TO THE
 LG0529'SOUTH SIDE OF THE SITE, 42.23 FEET EAST OF THE STATION, 2 FEET
 LG0529'SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTHWEST OF A FENCE
 LG0529'CORNER, 1 FOOT NORTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE
 LG0529'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0527 ***********************************************************************
 LG0527  DESIGNATION -  BLAST RM 2
 LG0527  PID         -  LG0527
 LG0527  STATE/COUNTY-  NE/SEWARD
 LG0527  COUNTRY     -  US
 LG0527  USGS QUAD   -  STAPLEHURST (2017)
 LG0527
 LG0527                         *CURRENT SURVEY CONTROL
 LG0527  ______________________________________________________________________
 LG0527* NAD 83(1986) POSITION- 40 55 32.83   (N) 097 11 12.72   (W)   HD_HELD1
 LG0527* NAVD 88 ORTHO HEIGHT -   471.847 (meters)     1548.05  (feet) ADJUSTED
 LG0527  ______________________________________________________________________
 LG0527  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 LG0527  DYNAMIC HEIGHT  -        471.603 (meters)     1547.25  (feet) COMP
 LG0527  MODELED GRAVITY -    980,092.5   (mgal)                       NAVD 88
 LG0527
 LG0527  VERT ORDER      -  SECOND    CLASS 0
 LG0527
 LG0527.The horizontal coordinates were determined by differentially corrected
 LG0527.hand held GPS observations or other comparable positioning techniques
 LG0527.and have an estimated accuracy of +/- 3 meters.
 LG0527
 LG0527.The orthometric height was determined by differential leveling and
 LG0527.adjusted by the NATIONAL GEODETIC SURVEY
 LG0527.in June 1991.
 LG0527
 LG0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0527.GEOID18 height accuracy estimate available here.
 LG0527
 LG0527.Click photographs - Photos may exist for this station.
 LG0527
 LG0527.The dynamic height is computed by dividing the NAVD 88
 LG0527.geopotential number by the normal gravity value computed on the
 LG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0527.degrees latitude (g = 980.6199 gals.).
 LG0527
 LG0527.The modeled gravity was interpolated from observed gravity values.
 LG0527
 LG0527;                    North         East    Units  Estimated Accuracy
 LG0527;SPC NE       -   125,145.1     736,838.1     MT  (+/- 3 meters HH1 GPS) 
 LG0527
 LG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5266132101(NAD 83)
 LG0527
 LG0527                          SUPERSEDED SURVEY CONTROL
 LG0527
 LG0527  NGVD 29 (??/??/92)  471.670  (m)         1547.47   (f) ADJ UNCH    2 0
 LG0527
 LG0527.Superseded values are not recommended for survey control.
 LG0527
 LG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0527.See file dsdata.pdf to determine how the superseded data were derived.
 LG0527
 LG0527_MARKER: DR = REFERENCE MARK DISK
 LG0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0527_STAMPING: BLAST NO 2 1961
 LG0527_MARK LOGO: CGS
 LG0527_PROJECTION: FLUSH
 LG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0527+STABILITY: SURFACE MOTION
 LG0527
 LG0527  HISTORY     - Date     Condition        Report By
 LG0527  HISTORY     - 1961     MONUMENTED       CGS
 LG0527
 LG0527                          STATION DESCRIPTION
 LG0527
 LG0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0527'6.9 MI NW FROM SEWARD.
 LG0527'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0527'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0527'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG
 LG0527'A PAVED ROAD LEADING TO THE MISSILE SITE, THENCE 0.6 MILE WEST
 LG0527'ALONG THE MISSILE ROAD, THENCE 0.2 MILE SOUTH THROUGH THE GUARD
 LG0527'GATE TO THE SOUTH SIDE OF THE SITE, 27.6 FEET WEST OF THE STATION,
 LG0527'0.7 FOOT NORTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 LG0527'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0679 ***********************************************************************
 NN0679  DESIGNATION -  BLISS
 NN0679  PID         -  NN0679
 NN0679  STATE/COUNTY-  NE/HOLT
 NN0679  COUNTRY     -  US
 NN0679  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0679
 NN0679                         *CURRENT SURVEY CONTROL
 NN0679  ______________________________________________________________________
 NN0679* NAD 83(1995) POSITION- 42 08 47.84932(N) 098 39 01.24217(W)   ADJUSTED
 NN0679* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 NN0679  ______________________________________________________________________
 NN0679  GEOID HEIGHT    -        -23.988 (meters)                     GEOID18
 NN0679  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 NN0679  HORZ ORDER      -  SECOND
 NN0679
 NN0679.The horizontal coordinates were established by classical geodetic methods
 NN0679.and adjusted by the National Geodetic Survey in August 1997.
 NN0679
 NN0679.The orthometric height was scaled from a topographic map.
 NN0679
 NN0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0679.GEOID18 height accuracy estimate available here.
 NN0679
 NN0679.Click photographs - Photos may exist for this station.
 NN0679
 NN0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0679
 NN0679. The following values were computed from the NAD 83(1995) position.
 NN0679
 NN0679;                    North         East     Units Scale Factor Converg.
 NN0679;SPC NE       -   257,710.053   611,527.225   MT  0.99972108   +0 53 39.9
 NN0679;SPC NE       -   845,503.73  2,006,318.90   sFT  0.99972108   +0 53 39.9
 NN0679;UTM  14      - 4,666,115.174   528,891.037   MT  0.99961027   +0 14 04.7
 NN0679
 NN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0679!SPC NE       -   0.99990461  x   0.99972108  =   0.99962572
 NN0679!UTM  14      -   0.99990461  x   0.99961027  =   0.99951492
 NN0679
 NN0679:                Primary Azimuth Mark                     Grid Az
 NN0679:SPC NE       -  BLISS AZ MK                              353 41 06.4
 NN0679:UTM  14      -  BLISS AZ MK                              354 20 41.6
 NN0679
 NN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2889166115(NAD 83)
 NN0679
 NN0679|---------------------------------------------------------------------|
 NN0679| PID    Reference Object                     Distance      Geod. Az  |
 NN0679|                                                           dddmmss.s |
 NN0679| CO2258 BLISS RM 2                           32.455 METERS 26408     |
 NN0679| CO2256 BLISS AZ MK                                        3543446.3 |
 NN0679| CO2257 BLISS RM 1                           25.220 METERS 35744     |
 NN0679|---------------------------------------------------------------------|
 NN0679
 NN0679                          SUPERSEDED SURVEY CONTROL
 NN0679
 NN0679  NAD 83(1986)-  42 08 47.85294(N)    098 39 01.24929(W) AD(       ) 2
 NN0679  NAD 27      -  42 08 47.83400(N)    098 38 59.94200(W) AD(       ) 2
 NN0679
 NN0679.Superseded values are not recommended for survey control.
 NN0679
 NN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0679.See file dsdata.pdf to determine how the superseded data were derived.
 NN0679
 NN0679_MARKER: DS = TRIANGULATION STATION DISK
 NN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0679
 NN0679  HISTORY     - Date     Condition        Report By
 NN0679  HISTORY     - 1949     MONUMENTED       CGS
 NN0679
 NN0679                          STATION DESCRIPTION
 NN0679
 NN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0679'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 4.0 MILES
 NN0679'SOUTH OF CHAMBERS AND ABOUT 2.0 MILES NORTH OF THE OLD BLISS
 NN0679'POST OFFICE ALONG THE RIGHT-OF-WAY OF A SECTION-LINE ROAD.
 NN0679'IT IS ABOUT 75 YARDS EAST OF THE CENTER OF U.S. HIGHWAY NO.
 NN0679'281, 34.0 FEET SOUTH OF THE CENTER OF A SECTION-LINE ROAD,
 NN0679'AND 13.0 FEET NORTH-NORTHEAST OF A WITNESS POST, AND 12.0
 NN0679'FEET NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 NN0679'BLISS 1949.
 NN0679'
 NN0679'REFERENCE MARK NO. 1 IS 48.0 FEET NORTH OF THE CENTER OF
 NN0679'A SECTION-LINE ROAD AND 1.5 FEET SOUTH OF A FENCE.  IT PROJECTS
 NN0679'4 INCHES AND IS STAMPED BLISS NO 1 1949.
 NN0679'
 NN0679'REFERENCE MARK NO. 2 IS 52.5 FEET SOUTH OF THE CENTER OF A
 NN0679'SECTION-LINE ROAD AND 0.6 OF A FOOT NORTH OF A FENCE.  IT
 NN0679'PROJECTS 4 INCHES AND IS STAMPED BLISS NO 2 1949.
 NN0679'
 NN0679'THE AZIMUTH MARK IS 33.4 FEET EAST OF THE CENTER OF U.S.
 NN0679'HIGHWAY NO. 281, 4.7 FEET SOUTH OF A WITNESS POST AND 0.6
 NN0679'OF A FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES AND IS
 NN0679'STAMPED BLISS 1949.
 NN0679'
 NN0679'TO REACH THE STATION FROM CUMMINSVILLE, FROM THE JUNCTION
 NN0679'OF U.S. HIGHWAY NO. 281 AND STATE ROUTE NO. 53 AT THE BEAVER
 NN0679'VALLEY STORE AND BUS STATION, GO NORTHWEST ON U.S. HIGHWAY
 NN0679'NO. 281 FOR 13.3 MILES TO A CROSSROAD, TURN RIGHT ON TRAIL
 NN0679'ROAD FOR ABOUT 75 YARDS AND THE STATION ON THE RIGHT AS
 NN0679'DESCRIBED.
 NN0679'
 NN0679'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON TRAIL
 NN0679'ROAD FOR ABOUT 75 YARDS TO U.S. HIGHWAY NO. 281, TURN RIGHT
 NN0679'ON U.S. HIGHWAY NO. 281 FOR 0.35 OF A MILE AND THE AZIMUTH
 NN0679'MARK ON THE RIGHT AS DESCRIBED.
 NN0679'
 NN0679'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 37 FEET.
 NN0679'
 NN0679'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 50 FEET.
 NN0679'
 NN0679'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0368 ***********************************************************************
 MM0368  DESIGNATION -  BLIXT
 MM0368  PID         -  MM0368
 MM0368  STATE/COUNTY-  NE/CUSTER
 MM0368  COUNTRY     -  US
 MM0368  USGS QUAD   -  ROTEN VALLEY NORTH (2017)
 MM0368
 MM0368                         *CURRENT SURVEY CONTROL
 MM0368  ______________________________________________________________________
 MM0368* NAD 83(1995) POSITION- 41 13 04.05622(N) 100 06 09.51351(W)   ADJUSTED
 MM0368* NAVD 88 ORTHO HEIGHT -   937.    (meters)     3074.    (feet) SCALED
 MM0368  ______________________________________________________________________
 MM0368  GEOID HEIGHT    -        -22.419 (meters)                     GEOID18
 MM0368  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 MM0368  HORZ ORDER      -  FIRST
 MM0368
 MM0368.The horizontal coordinates were established by classical geodetic methods
 MM0368.and adjusted by the National Geodetic Survey in August 1997.
 MM0368
 MM0368.The orthometric height was scaled from a topographic map.
 MM0368
 MM0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0368.GEOID18 height accuracy estimate available here.
 MM0368
 MM0368.Click photographs - Photos may exist for this station.
 MM0368
 MM0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0368
 MM0368. The following values were computed from the NAD 83(1995) position.
 MM0368
 MM0368;                    North         East     Units Scale Factor Converg.
 MM0368;SPC NE       -   153,715.623   491,395.464   MT  0.99967117   -0 04 04.9
 MM0368;SPC NE       -   504,315.34  1,612,186.62   sFT  0.99967117   -0 04 04.9
 MM0368;UTM  14      - 4,563,520.728   407,571.228   MT  0.99970514   -0 43 35.8
 MM0368
 MM0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0368!SPC NE       -   0.99985652  x   0.99967117  =   0.99952774
 MM0368!UTM  14      -   0.99985652  x   0.99970514  =   0.99956170
 MM0368
 MM0368:                Primary Azimuth Mark                     Grid Az
 MM0368:SPC NE       -  BLIXT RM 3 AZIMUTH                       353 41 03.1
 MM0368:UTM  14      -  BLIXT RM 3 AZIMUTH                       354 20 34.0
 MM0368
 MM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0757163520(NAD 83)
 MM0368
 MM0368|---------------------------------------------------------------------|
 MM0368| PID    Reference Object                     Distance      Geod. Az  |
 MM0368|                                                           dddmmss.s |
 MM0368| CN7905 BLIXT RM 1                           45.700 METERS 13140     |
 MM0368| CN7906 BLIXT RM 2                           20.711 METERS 23122     |
 MM0368| CN7907 BLIXT RM 3 AZIMUTH                                 3533658.2 |
 MM0368|---------------------------------------------------------------------|
 MM0368
 MM0368                          SUPERSEDED SURVEY CONTROL
 MM0368
 MM0368  NAD 83(1986)-  41 13 04.06296(N)    100 06 09.51959(W) AD(       ) 1
 MM0368  NAD 27      -  41 13 04.04469(N)    100 06 08.06961(W) AD(       ) 1
 MM0368
 MM0368.Superseded values are not recommended for survey control.
 MM0368
 MM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0368.See file dsdata.pdf to determine how the superseded data were derived.
 MM0368
 MM0368_MARKER: DS = TRIANGULATION STATION DISK
 MM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0368_STAMPING: BLIXT 1933
 MM0368_MARK LOGO: CGS
 MM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0368+STABILITY: SURFACE MOTION
 MM0368
 MM0368  HISTORY     - Date     Condition        Report By
 MM0368  HISTORY     - 1933     MONUMENTED       CGS
 MM0368  HISTORY     - 1934     GOOD             CGS
 MM0368  HISTORY     - 1951     GOOD             CGS
 MM0368  HISTORY     - 1962     GOOD             CGS
 MM0368
 MM0368                          STATION DESCRIPTION
 MM0368
 MM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0368'ABOUT 11 MILES SOUTHWEST OF CALLAWAY, IN NORTHEAST QUARTER
 MM0368'SEC. 6, T. 14 N., R. 24 W., IN PASTURE OWNED BY ELOF E. BLIXT WHO
 MM0368'LIVES 1 MILE WEST.
 MM0368'
 MM0368'REACHED FROM CALLAWAY VIA STATE HIGHWAY 40 WEST 11.3 MILES TO
 MM0368'A SANDY ROAD LEADING SOUTH.  FOLLOW THIS ROAD SOUTH 3.0 MILES,
 MM0368'THENCE LEFT 100 YARDS, AND RIGHT (SOUTH) 0.15 MILE.  STATION
 MM0368'WILL BE 100 YARDS WEST OF ROAD ON HIGHEST POINT OF KNOLL AND
 MM0368'JUST NORTH OF HEAD OF A DEEP RAVINE.  TRUCK TO STATION.
 MM0368'
 MM0368'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION ALONG RIDGE EAST OF
 MM0368'RAVINE.
 MM0368'
 MM0368'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION IN SAME PASTURE.
 MM0368'
 MM0368'REFERENCE MARK NO. 3, AZIMUTH MARK, IS NORTH OF STATION IN
 MM0368'FENCE LINE EAST OF NORTH-SOUTH ROAD WHICH LEADS TO STATION, AT
 MM0368'POINT WHERE IT CROSSES OVER RIDGE.
 MM0368'
 MM0368'ALL MARKS PROJECT 4 INCHES ABOVE GROUND.
 MM0368
 MM0368                          STATION RECOVERY (1934)
 MM0368
 MM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0368'THIS IS AN OLD UNITED STATES COAST AND GEODETIC SURVEY STATION.
 MM0368'IT IS LOCATED ABOUT 11 MILES SOUTHWEST OF CALLAWAY IN THE NORTHEAST
 MM0368'QUARTER OF SEC. 6, T. 14 N., R. 24 W., IN PASTURE LAND OWNED
 MM0368'BY ELOF E. BLIXT WHO LIVES 1 MILE WEST.  MARKS WERE FOUND IN
 MM0368'VERY GOOD CONDITION, AND ORIGINAL DESCRIPTION AS TO LOCATION
 MM0368'AND HOW TO REACH IS ADEQUATE.  REFERENCE MARK MEASUREMENTS
 MM0368'WERE CHECKED AND FOUND CORRECT.
 MM0368'
 MM0368'REFERENCE MARK NO. 1 IS SET 8 FEET EAST OF EAST EDGE OF RAVINE,
 MM0368'HEAD OF WHICH IS 25 FEET SOUTH OF STATION MARK.
 MM0368'
 MM0368'REFERENCE MARK NO. 2 IS SET 14 FEET NORTH-NORTHWEST OF
 MM0368'NORTH-NORTHWEST EDGE OF RAVINE SOUTH OF STATION.
 MM0368'
 MM0368'AZIMUTH MARK IS 0.35 MILE NORTH OF STATION, SET IN NORTH-SOUTH
 MM0368'FENCE LINE AT WEST EDGE OF PASTURE LAND, 30 FEET EAST OF CENTERLINE
 MM0368'OF ROAD.
 MM0368
 MM0368                          STATION RECOVERY (1951)
 MM0368
 MM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0368'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 MM0368'REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE RECOVERED AND ARE IN
 MM0368'GOOD CONDITION.
 MM0368'
 MM0368'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MM0368'
 MM0368'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF CALLAWAY
 MM0368'AND 20 MILES NORTH OF GOTHENBURG.  IT IS ABOUT 100 YARDS WEST OF
 MM0368'A NORTH-SOUTH DIRT ROAD, ON THE HIGHEST POINT OF A GRASS
 MM0368'COVERED KNOLL AND JUST NORTH OF THE NORTH END OF A DEEP RAVINE.
 MM0368'IT IS ON LAND OWNED BY MR. ELOF E. BLIXT.  IT IS STAMPED BLIXT
 MM0368'1933 AND PROJECTS 3 INCHES.
 MM0368'
 MM0368'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE STATION
 MM0368'AND IS 15 FEET EAST OF THE EAST SIDE OF A DEEP RAVINE.  IT IS
 MM0368'STAMPED BLIXT NO 1 1933 AND PROJECTS 3 INCHES.
 MM0368'
 MM0368'REFERENCE MARK NO. 2 IS ABOUT THREE FEET LOWER IN ELEVATION THAN
 MM0368'THE STATION AND 14 FEET NORTH-NORTHWEST OF THE NORTH END OF A
 MM0368'DEEP RAVINE.  IT IS STAMPED BLIXT NO 2 1933 AND PROJECTS
 MM0368'3 INCHES.
 MM0368'
 MM0368'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED IN A NORTH-SOUTH
 MM0368'FENCE LINE AND 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MM0368'DIRT ROAD.  IT IS STAMPED BLIXT NO 3 1933 AND IS SET FLUSH.
 MM0368'
 MM0368'TO REACH THE STATION FROM THE POST OFFICE IN GOTHENBURG, GO
 MM0368'NORTHERLY ON STATE HIGHWAY 47 FOR 8.25 MILES TO A T ROAD
 MM0368'INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON STATE
 MM0368'HIGHWAY 47 FOR 7.55 MILES TO A T ROAD INTERSECTION, TURN LEFT AND
 MM0368'GO WEST AND NORTH ON STATE HIGHWAY 47 FOR 2.55 MILES TO A FORK.
 MM0368'TAKE THE RIGHT FORK AND CONTINUE NORTH ON STATE HIGHWAY 47 FOR
 MM0368'2.5 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON A DIRT
 MM0368'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 MM0368'A DIRT ROAD FOR 1.5 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO
 MM0368'EASTERLY ON A DIRT ROAD FOR 1.8 MILES TO THE S L RANCH ON
 MM0368'THE LEFT, ELOF E. BLIXT PAINTED ON THE SOUTH SIDE OF THE
 MM0368'BARN, CONTINUE EASTERLY FOR 1.1 MILES TO A T ROAD LEFT
 MM0368'(TURN LEFT AND GO NORTH FOR 0.2 MILE TO THE AZIMUTH MARK
 MM0368'ON THE RIGHT AS DESCRIBED).  CONTINUE EASTERLY FOR 0.1
 MM0368'MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST FOR
 MM0368'ABOUT 50 YARDS TO A WIRE GATE ON THE RIGHT.  PASS THROUGH
 MM0368'THE GATE AND GO SOUTHWEST ACROSS HAY FIELD FOR 0.15 MILE TO THE
 MM0368'TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 MM0368
 MM0368                          STATION RECOVERY (1962)
 MM0368
 MM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 MM0368'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MM0368'CONDITION.  AN ALTERNATE TO REACH FOLLOWS.
 MM0368'
 MM0368'TO REACH THE STATION FROM THE POST OFFICE IN CALLAWAY, GO
 MM0368'WESTERLY ON STATE HIGHWAY NO. 40 FOR 8.1 MILES TO A Y INTERSECTION.
 MM0368'CONTINUE ON STATE HIGHWAY NO. 40 FOR 3.25 MILES TO A SIGN ON THE
 MM0368'RIGHT SHETLAND PONIES AND A DIRT SIDE ROAD LEADING SOUTH.  TURN
 MM0368'LEFT AND GO SOUTH, WEST, AND SOUTH ON A DIRT ROAD FOR 3.0
 MM0368'MILES TO A T INTERSECTION.  TURN LEFT AND GO EASTERLY FOR 0.8
 MM0368'MILE TO THE SL RANCH ON THE LEFT.  CONTINUE EASTERLY ON A DIRT
 MM0368'ROAD FOR 1.1 MILE TO A FORK IN THE ROAD.  TAKE THE RIGHT FORK
 MM0368'AND GO .05 MILE TO A GATE ON THE RIGHT.  GO THROUGH THE GATE AND
 MM0368'GO SOUTHWEST ACROSS THE FIELD FOR 0.15 MILE TO THE TOP OF THE
 MM0368'KNOLL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1056 ***********************************************************************
 LG1056  DESIGNATION -  BLOODY
 LG1056  PID         -  LG1056
 LG1056  STATE/COUNTY-  NE/GAGE
 LG1056  COUNTRY     -  US
 LG1056  USGS QUAD   -  WYMORE NE (2017)
 LG1056
 LG1056                         *CURRENT SURVEY CONTROL
 LG1056  ______________________________________________________________________
 LG1056* NAD 83(1995) POSITION- 40 11 21.94442(N) 096 32 22.11736(W)   ADJUSTED
 LG1056* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 LG1056  ______________________________________________________________________
 LG1056  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 LG1056  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 LG1056  HORZ ORDER      -  FIRST
 LG1056
 LG1056.The horizontal coordinates were established by classical geodetic methods
 LG1056.and adjusted by the National Geodetic Survey in August 1997.
 LG1056
 LG1056.The orthometric height was scaled from a topographic map.
 LG1056
 LG1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1056.GEOID18 height accuracy estimate available here.
 LG1056
 LG1056.Click photographs - Photos may exist for this station.
 LG1056
 LG1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1056
 LG1056. The following values were computed from the NAD 83(1995) position.
 LG1056
 LG1056;                    North         East     Units Scale Factor Converg.
 LG1056;SPC NE       -    45,435.134   794,586.894   MT  0.99991974   +2 17 35.8
 LG1056;SPC NE       -   149,065.10  2,606,907.17   sFT  0.99991974   +2 17 35.8
 LG1056;UTM  14      - 4,451,685.632   709,458.872   MT  1.00014011   +1 35 18.2
 LG1056
 LG1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1056!SPC NE       -   0.99993416  x   0.99991974  =   0.99985391
 LG1056!UTM  14      -   0.99993416  x   1.00014011  =   1.00007426
 LG1056
 LG1056:                Primary Azimuth Mark                     Grid Az
 LG1056:SPC NE       -  BLOODY AZ MK                             358 48 07.9
 LG1056:UTM  14      -  BLOODY AZ MK                             359 30 25.5
 LG1056
 LG1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0945851685(NAD 83)
 LG1056
 LG1056|---------------------------------------------------------------------|
 LG1056| PID    Reference Object                     Distance      Geod. Az  |
 LG1056|                                                           dddmmss.s |
 LG1056| CL6913 BLOODY RM 1                          17.016 METERS 00056     |
 LG1056| CL6912 BLOODY AZ MK                                       0010543.7 |
 LG1056| LG1029 VIRGINIA FIRST CHRISTIAN CH         APPROX. 7.3 KM 0301738.3 |
 LG1056| CL6914 BLOODY RM 2                          20.719 METERS 09210     |
 LG1056| LG1026 LIBERTY MUNICIPAL TANK              APPROX.12.2 KM 1555610.0 |
 LG1056| LG1069 WYMORE MUNICIPAL TANK               APPROX.12.7 KM 2370624.3 |
 LG1056|---------------------------------------------------------------------|
 LG1056
 LG1056                          SUPERSEDED SURVEY CONTROL
 LG1056
 LG1056  NAD 83(1986)-  40 11 21.95178(N)    096 32 22.11302(W) AD(       ) 1
 LG1056  NAD 27      -  40 11 21.95300(N)    096 32 21.04300(W) AD(       ) 1
 LG1056
 LG1056.Superseded values are not recommended for survey control.
 LG1056
 LG1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1056.See file dsdata.pdf to determine how the superseded data were derived.
 LG1056
 LG1056_MARKER: DS = TRIANGULATION STATION DISK
 LG1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1056_STAMPING: BLOODY 1947
 LG1056_MARK LOGO: CGS
 LG1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1056+STABILITY: SURFACE MOTION
 LG1056
 LG1056  HISTORY     - Date     Condition        Report By
 LG1056  HISTORY     - 1947     MONUMENTED       CGS
 LG1056  HISTORY     - 1969     GOOD             CGS
 LG1056  HISTORY     - 20100517 GOOD             INDIV
 LG1056
 LG1056                          STATION DESCRIPTION
 LG1056
 LG1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1056'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF BEATRICE, 8.5
 LG1056'MILES NORTHEAST OF WYMORE AND 4.5 MILES SOUTH-SOUTHWEST OF VIRGINIA,
 LG1056'IN THE SOUTHWEST ANGLE OF A CROSSROADS.  IT IS 35 FEET WEST OF THE
 LG1056'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 88 FEET SOUTH OF THE CENTER
 LG1056'OF AN EAST-WEST DIRT ROAD, 10 FEET EAST OF A NORTH-SOUTH
 LG1056'HEDGE ROW AND 5 FEET SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN
 LG1056'WITNESS POST PROJECTING 1 FOOT.  IT IS STAMPED BLOODY 1947 AND
 LG1056'PROJECTS 4 INCHES.
 LG1056'
 LG1056'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF AN EAST-WEST DIRT ROAD, 35
 LG1056'FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 2 FEET SOUTHEAST OF A
 LG1056'FENCE CORNER AND 3.5 FEET SOUTH OF A TELEPHONE POLE WITH A TRIANGLE
 LG1056'BLAZE ON THE NORTHEAST SIDE.  IT IS STAMPED BLOODY NO 1 1947
 LG1056'AND PROJECTS 6 INCHES.
 LG1056'
 LG1056'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF A
 LG1056'NORTH-SOUTH GRAVELED ROAD, 89 FEET SOUTH OF THE CENTER OF AN
 LG1056'EAST-WEST DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LG1056'IT IS STAMPED BLOODY NO 2 1947 AND PROJECTS 6 INCHES.
 LG1056'
 LG1056'THE AZIMUTH MARK IS AT THE SUMMIT OF A SMALL GRADE, ON THE
 LG1056'RIGHT-OF-WAY AND 31.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1056'GRAVELED ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 LG1056'SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1056'2 FEET.  IT IS STAMPED BLOODY 1947 AND PROJECTS 6 INCHES.
 LG1056'
 LG1056'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTIONS
 LG1056'OF U.S. HIGHWAY 77 AND STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO EAST
 LG1056'ON STATE HIGHWAYS 3 AND 4 FOR 8.25 MILES.  TURN RIGHT ON STATE
 LG1056'HIGHWAY 4/STATE HIGHWAY 3 TURNS LEFT) AND GO 1.0 MILE TO WHERE
 LG1056'STATE HIGHWAY 4 TURNS EAST, KEEP STRAIGHT AHEAD AND GO 3 MILES TO
 LG1056'A CROSSROAD, TURN LEFT, EAST, AND GO 3 MILES TO A CROSSROAD.
 LG1056'TURN SOUTH, RIGHT, AND GO 0.4 MILES TO THE AZIMUTH MARK ON THE
 LG1056'LEFT.  CONTINUE SOUTH FOR 0.6 MILE TO THE STATION ON THE RIGHT
 LG1056'AS DESCRIBED.
 LG1056'
 LG1056'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT VIRGINA IS V.G.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT SUMMERFIELD IS V.G.
 LG1056'
 LG1056'AT 74 FOOT SIGNAL AT MALICKY IS V.G.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT ODELL IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT HUNT IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 20 FEET.
 LG1056
 LG1056                          STATION RECOVERY (1969)
 LG1056
 LG1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1056'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG1056'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG1056'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG1056'ADEQUATE FOR RECOVERY.
 LG1056'
 LG1056'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 LG1056'
 LG1056'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG1056'
 LG1056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77, 136 AND
 LG1056'STATE HIGHWAY 4 IN BEATRICE, GO EAST ON U.S. HIGHWAY 136 AND STATE
 LG1056'HIGHWAY 4 FOR 8.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LG1056'AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD.
 LG1056'CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD.
 LG1056'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 3.0 MILES TO A
 LG1056'CROSSROAD. TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO
 LG1056'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 LG1056'ROAD FOR 0.6 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 LG1056'ANGLE.
 LG1056'
 LG1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 8-1/2
 LG1056'MILES NORTHEAST OF WYMORE.
 LG1056
 LG1056                          STATION RECOVERY (2010)
 LG1056
 LG1056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1822 ***********************************************************************
 NM1822  DESIGNATION -  BLOOMFIELD MUNICIPAL STANDPIPE
 NM1822  PID         -  NM1822
 NM1822  STATE/COUNTY-  NE/KNOX
 NM1822  COUNTRY     -  US
 NM1822  USGS QUAD   -  BLOOMFIELD (2017)
 NM1822
 NM1822                         *CURRENT SURVEY CONTROL
 NM1822  ______________________________________________________________________
 NM1822* NAD 83(1995) POSITION- 42 35 25.26003(N) 097 38 50.79594(W)   ADJUSTED
 NM1822  ______________________________________________________________________
 NM1822  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 NM1822  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 NM1822  HORZ ORDER      -  THIRD
 NM1822
 NM1822.The horizontal coordinates were established by classical geodetic methods
 NM1822.and adjusted by the National Geodetic Survey in August 1997.
 NM1822
 NM1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1822.GEOID18 height accuracy estimate available here.
 NM1822
 NM1822.Click photographs - Photos may exist for this station.
 NM1822
 NM1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1822
 NM1822. The following values were computed from the NAD 83(1995) position.
 NM1822
 NM1822;                    North         East     Units Scale Factor Converg.
 NM1822;SPC NE       -   308,744.169   693,044.090   MT  0.99983804   +1 33 32.5
 NM1822;SPC NE       - 1,012,938.16  2,273,762.15   sFT  0.99983804   +1 33 32.5
 NM1822;UTM  14      - 4,716,212.039   610,975.099   MT  0.99975152   +0 54 55.6
 NM1822
 NM1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1097516212(NAD 83)
 NM1822
 NM1822                          SUPERSEDED SURVEY CONTROL
 NM1822
 NM1822  NAD 83(1986)-  42 35 25.26624(N)    097 38 50.78892(W) AD(       ) 3
 NM1822  NAD 27      -  42 35 25.25500(N)    097 38 49.55000(W) AD(       ) 3
 NM1822
 NM1822.Superseded values are not recommended for survey control.
 NM1822
 NM1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1822.See file dsdata.pdf to determine how the superseded data were derived.
 NM1822
 NM1822_MARKER: 52 = STANDPIPE TANK
 NM1822
 NM1822  HISTORY     - Date     Condition        Report By
 NM1822  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1822
 NM1822                          STATION DESCRIPTION
 NM1822
 NM1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1822'BLOOMFIELD MUNICIPAL STANDPIPE IS ON THE SOUTH SIDE OF THE
 NM1822'CITY OF BLOOMFIELD, 0.65 MILE SOUTH OF THE INTERSECTION OF
 NM1822'MAIN STREET AND BROADWAY, AT THE VERY END OF BROADWAY.
 NM1822'
 NM1822'THE STANDPIPE IS BUILT OF STRUCTURAL STEEL, PAINTED ALUMINUM,
 NM1822'AND IS 60 FEET HIGH AND 12 FEET IN DIAMETER.
 NM1822'
 NM1822'OBJECT SIGHTED UPON--BODY OF STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1350 ***********************************************************************
 LH1350  DESIGNATION -  BLOOMINGTON MUNICIPAL TANK
 LH1350  PID         -  LH1350
 LH1350  STATE/COUNTY-  NE/FRANKLIN
 LH1350  COUNTRY     -  US
 LH1350  USGS QUAD   -  BLOOMINGTON (2017)
 LH1350
 LH1350                         *CURRENT SURVEY CONTROL
 LH1350  ______________________________________________________________________
 LH1350* NAD 83(1995) POSITION- 40 06 04.81823(N) 099 02 04.45187(W)   ADJUSTED
 LH1350  ______________________________________________________________________
 LH1350  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 LH1350  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 LH1350  HORZ ORDER      -  THIRD
 LH1350
 LH1350.The horizontal coordinates were established by classical geodetic methods
 LH1350.and adjusted by the National Geodetic Survey in August 1997.
 LH1350
 LH1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1350.GEOID18 height accuracy estimate available here.
 LH1350
 LH1350.Click photographs - Photos may exist for this station.
 LH1350
 LH1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1350
 LH1350. The following values were computed from the NAD 83(1995) position.
 LH1350
 LH1350;                    North         East     Units Scale Factor Converg.
 LH1350;SPC NE       -    30,217.729   582,314.440   MT  0.99995574   +0 38 23.2
 LH1350;SPC NE       -    99,139.33  1,910,476.63   sFT  0.99995574   +0 38 23.2
 LH1350;UTM  14      - 4,439,005.461   497,053.485   MT  0.99960011   -0 01 20.2
 LH1350
 LH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9705339005(NAD 83)
 LH1350
 LH1350                          SUPERSEDED SURVEY CONTROL
 LH1350
 LH1350  NAD 83(1986)-  40 06 04.82258(N)    099 02 04.45193(W) AD(       ) 3
 LH1350  NAD 27      -  40 06 04.77900(N)    099 02 03.16000(W) AD(       ) 3
 LH1350
 LH1350.Superseded values are not recommended for survey control.
 LH1350
 LH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1350.See file dsdata.pdf to determine how the superseded data were derived.
 LH1350
 LH1350_MARKER: 51 = TANK
 LH1350
 LH1350  HISTORY     - Date     Condition        Report By
 LH1350  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1350
 LH1350                          STATION DESCRIPTION
 LH1350
 LH1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1350'THE BLOOMINGTON WATER TANK, DARK-COLORED, IS LOCATED AT THE
 LH1350'NORTH EDGE OF THE CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0484 ***********************************************************************
 LJ0484  DESIGNATION -  BLOW
 LJ0484  PID         -  LJ0484
 LJ0484  STATE/COUNTY-  NE/LINCOLN
 LJ0484  COUNTRY     -  US
 LJ0484  USGS QUAD   -  WALLACE NE (2017)
 LJ0484
 LJ0484                         *CURRENT SURVEY CONTROL
 LJ0484  ______________________________________________________________________
 LJ0484* NAD 83(1995) POSITION- 40 57 42.18954(N) 101 00 03.29710(W)   ADJUSTED
 LJ0484* NAVD 88 ORTHO HEIGHT -   969.32  (+/-2cm)     3180.2   (feet) VERTCON
 LJ0484  ______________________________________________________________________
 LJ0484  GEOID HEIGHT    -        -22.240 (meters)                     GEOID18
 LJ0484  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 LJ0484  HORZ ORDER      -  SECOND
 LJ0484  VERT ORDER      -  THIRD ? (See Below)
 LJ0484
 LJ0484.The horizontal coordinates were established by classical geodetic methods
 LJ0484.and adjusted by the National Geodetic Survey in August 1997.
 LJ0484
 LJ0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0484
 LJ0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0484.GEOID18 height accuracy estimate available here.
 LJ0484
 LJ0484.The vertical order pertains to the NGVD 29 superseded value.
 LJ0484
 LJ0484.Click photographs - Photos may exist for this station.
 LJ0484
 LJ0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0484
 LJ0484. The following values were computed from the NAD 83(1995) position.
 LJ0484
 LJ0484;                    North         East     Units Scale Factor Converg.
 LJ0484;SPC NE       -   125,768.572   415,765.930   MT  0.99970338   -0 39 47.9
 LJ0484;SPC NE       -   412,625.72  1,364,058.72   sFT  0.99970338   -0 39 47.9
 LJ0484;UTM  14      - 4,536,435.422   331,617.710   MT  0.99994897   -1 18 43.3
 LJ0484
 LJ0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0484!SPC NE       -   0.99985146  x   0.99970338  =   0.99955489
 LJ0484!UTM  14      -   0.99985146  x   0.99994897  =   0.99980044
 LJ0484
 LJ0484:                Primary Azimuth Mark                     Grid Az
 LJ0484:SPC NE       -  BLOW AZ MK                               359 11 15.8
 LJ0484:UTM  14      -  BLOW AZ MK                               359 50 11.2
 LJ0484
 LJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3161736435(NAD 83)
 LJ0484
 LJ0484|---------------------------------------------------------------------|
 LJ0484| PID    Reference Object                     Distance      Geod. Az  |
 LJ0484|                                                           dddmmss.s |
 LJ0484| LJ0551 BLOW RM 1                            21.202 METERS 12840     |
 LJ0484| LJ0552 BLOW RM 2                            16.864 METERS 21211     |
 LJ0484| LJ0553 BLOW RM 3                            11.906 METERS 21524     |
 LJ0484| LJ0550 BLOW AZ MK                          APPROX. 0.9 KM 3583127.9 |
 LJ0484|---------------------------------------------------------------------|
 LJ0484
 LJ0484                          SUPERSEDED SURVEY CONTROL
 LJ0484
 LJ0484  NAD 83(1986)-  40 57 42.19437(N)    101 00 03.30594(W) AD(       ) 2
 LJ0484  NAD 27      -  40 57 42.19201(N)    101 00 01.77104(W) AD(       ) 2
 LJ0484  NGVD 29             968.92   (m)         3178.9    (f) LEVELING    3  
 LJ0484
 LJ0484.Superseded values are not recommended for survey control.
 LJ0484
 LJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0484.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0484
 LJ0484_MARKER: DS = TRIANGULATION STATION DISK
 LJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0484_STAMPING: BLOW 1951
 LJ0484_MARK LOGO: CGS
 LJ0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0484+STABILITY: SURFACE MOTION
 LJ0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0484+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1981
 LJ0484
 LJ0484  HISTORY     - Date     Condition        Report By
 LJ0484  HISTORY     - 1951     MONUMENTED       CGS
 LJ0484  HISTORY     - 1951     GOOD             CGS
 LJ0484  HISTORY     - 1971     GOOD             USGS
 LJ0484  HISTORY     - 1973     GOOD             NGS
 LJ0484  HISTORY     - 1977     GOOD             LOCENG
 LJ0484  HISTORY     - 1980     GOOD             LOCENG
 LJ0484  HISTORY     - 19810617 GOOD             NGS
 LJ0484
 LJ0484                          STATION DESCRIPTION
 LJ0484
 LJ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0484'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH OF HERSHEY ON
 LJ0484'THE ROAD RIGHT-OF-WAY, 60 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0484'LINE, 55 FEET EAST OF THE CENTER OF ROAD AND 2 FEET SOUTHWEST
 LJ0484'OF A WITNESS POST.  IT IS STAMPED BLOW 1951 AND PROJECTS 3
 LJ0484'INCHES.
 LJ0484'
 LJ0484'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 115 FEET
 LJ0484'EAST OF THE CENTER OF ROAD AND 2 FEET WEST OF A NORTH-SOUTH
 LJ0484'FENCE LINE.  IT IS STAMPED BLOW NO 1 1951 AND PROJECTS 3 INCHES.
 LJ0484'
 LJ0484'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET EAST
 LJ0484'OF THE CENTER OF ROAD.  IT IS STAMPED BLOW NO 2 1951 AND PROJECTS
 LJ0484'4 INCHES.
 LJ0484'
 LJ0484'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 85.05 FEET.
 LJ0484'
 LJ0484'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST
 LJ0484'OF THE CENTER OF ROAD, 2 FEET SOUTH OF A WITNESS POST AND FENCE
 LJ0484'CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LJ0484'STAMPED BLOW 1951 AND PROJECTS 4 INCHES.
 LJ0484'
 LJ0484'TO REACH THE STATION FROM THE POST OFFICE IN HERSHEY, GO SOUTH
 LJ0484'ON GRAVELED ROAD FOR 12.8 MILES TO AZIMUTH MARK ON RIGHT AS
 LJ0484'DESCRIBED, CONTINUE SOUTH FOR 0.6 MILE TO STATION ON LEFT
 LJ0484'AS DESCRIBED.
 LJ0484'
 LJ0484'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0484
 LJ0484                          STATION RECOVERY (1951)
 LJ0484
 LJ0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0484'RECOVERED IN GOOD CONDITION.
 LJ0484
 LJ0484                          STATION RECOVERY (1971)
 LJ0484
 LJ0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 LJ0484'STA. MK., REF. MK. 1 AND AZ. MK. FOUND AS DESCRIBED.
 LJ0484'
 LJ0484'REF. MK. 2 HAS APPARENTLY BEEN RESET NEAR THE ORIGINAL LOCATION.
 LJ0484'THE ARROW DOES NOT POINT TO THE STATION.
 LJ0484
 LJ0484                          STATION RECOVERY (1973)
 LJ0484
 LJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LJ0484'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 LJ0484'STATION WAS OCCUPIED THIS DATE TO VERIFY THE REPORTED MOVEMENT
 LJ0484'OF THE REFERENCE MARKS.  THE DISTANCE TO REFERENCE MARK 1 CHECKS
 LJ0484'THE PREVIOUS DISTANCE.  THE DIRECTIONS TO THE REFERENCE MARKS
 LJ0484'DO NOT CHECK THE PREVIOUS DIRECTIONS AND THE DISTANCE TO
 LJ0484'REFERENCE MARK 2 DOES NOT CHECK THE PREVIOUS DISTANCE.  LISTED
 LJ0484'ABOVE ARE NEW DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.
 LJ0484'THE ROUTE TO REACH THE STATION AND AZIMUTH MARK ARE ADEQUATE
 LJ0484'FOR RECOVERY.  FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS.
 LJ0484'
 LJ0484'THE STATION MARK IS LOCATED ON THE TOP OF A SAND KNOLL IN A
 LJ0484'PASTURE, 58 FEET EAST OF THE CENTER OF A SAND ROAD THROUGH ABOUT
 LJ0484'A 20 FOOT CUT, 25 FEET WEST-NORTHWEST OF A WITNESS SIGN NAILED
 LJ0484'TO A FENCE POST, 23 FEET EAST OF A NORTH-SOUTH FENCE, 1.7 FEET
 LJ0484'SOUTHWEST OF A WOODEN WITNESS POST AND THE MARK PROJECTS 2 INCHES
 LJ0484'ABOVE THE GROUND SURFACE.
 LJ0484'
 LJ0484'REFERENCE MARK 1 IS 113 FEET EAST OF THE CENTER OF THE SAND
 LJ0484'ROAD, 78 FEET EAST OF THE NORTH-SOUTH FENCE AND THE MARK
 LJ0484'PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.
 LJ0484'
 LJ0484'REFERENCE MARK 2 IS 35 FEET EAST OF THE CENTER OF THE SAND
 LJ0484'ROAD, 6 FEET WEST OF THE NORTH-SOUTH FENCE AND THE MARK PROJECTS
 LJ0484'14 INCHES ABOVE THE GROUND SURFACE AND THE ARROW ON THE DISK
 LJ0484'POINTS WEST-NORTHWEST INSTEAD OF NORTHWEST TOWARD THE STATION
 LJ0484'MARK.
 LJ0484'
 LJ0484'THE AZIMUTH MARK IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 LJ0484'AND THE MARK PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.
 LJ0484'
 LJ0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 LJ0484'SOUTH OF HERSHEY.
 LJ0484
 LJ0484                          STATION RECOVERY (1977)
 LJ0484
 LJ0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 LJ0484'RM NO. 3 AZ. RM NO. 2 RIGHT ON EDGE OF ERODED BANK AND WILL NOT
 LJ0484'LAST MUCH LONGER.  ALL OTHER MARKS IN GOOD CONDITION.
 LJ0484'
 LJ0484'DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES SOUTH OF
 LJ0484'HERSHEY.
 LJ0484
 LJ0484                          STATION RECOVERY (1980)
 LJ0484
 LJ0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JNO)
 LJ0484'STA RECOVERED OK.
 LJ0484'
 LJ0484'AZIM. MARK APPEARS OK BUT BELIEVE IT HAS BEEN DISTURBED.  IS AT TOP
 LJ0484'EDGE OF SLOPE ON BACKSIDE OR COUNTY ROAD DITCH BY ASTRONOMIC
 LJ0484'OBSERVATION (POLARIS) AT STA. SUTHERLAND AND NEAR SW COR. OF SEC.
 LJ0484'1, T 11 N, R 34 W AND USING AZIMUTH MARK AT STA. SCHINLEY
 LJ0484'DETERMINED THAT ABOVE AZIM MARK HAD AN ERROR OF -(000 DEG 00 MIN
 LJ0484'27 SEC).  OBSERVATION WERE 4 DIRECT AND 4 REVERSED WITH WILD
 LJ0484'T-2 AND WWV TIME.
 LJ0484'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MIS SW OF SUTHERLAND.
 LJ0484
 LJ0484                          STATION RECOVERY (1981)
 LJ0484
 LJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0484'THE SURFACE STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2
 LJ0484'WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS FOUND BUT APPEARED TO BE
 LJ0484'LEANING SLIGHTLY EASTWARD, THEREFORE A POLARIS OBSERVATION WAS TAKEN
 LJ0484'TO THE MARK.  RM 3 WAS ESTABLISHED.  THE OBSERVED AZIMUTH TO THE
 LJ0484'AZIMUTH MARK WAS 44 SECONDS LARGER THAN THE 1951 DATA.  THE DISTANCE
 LJ0484'AND DIRECTION TO RM 1 COMPARED FAVORABLY WITH 1951 DATA.  A NEW
 LJ0484'DESCRIPTION FOLLOWS.
 LJ0484'THE STATION IS ABOUT 20.9 KM (13.0 MI) SOUTH FROM HERSHEY, 15.3 KM
 LJ0484'(9.5 MI) SOUTHEAST FROM SUTHERLAND, 15.3 KM (9.5 MI) NORTH FROM
 LJ0484'DICKENS AND ON PROPERTY OF THE GEORGE FREDERICK ESTATE.  CONTACT MRS.
 LJ0484'GEORGE FREDERICK, DICKENS ROUTE, NORTH PLATTE, NE 69101.  TELEPHONE
 LJ0484'308-532 2627.
 LJ0484'TO REACH FROM THE HERSHEY EXIT, EXIT NUMBER 164, OF INTERSTATE HIGHWAY
 LJ0484'80, GO SOUTH ON A PAVED ROAD FOR 18.43 KM (11.45 MI) TO THE AZIMUTH
 LJ0484'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.93 KM
 LJ0484'(0.58 MI) TO THE STATION ON THE LEFT, ABOUT 6 M (19.7 FT) HIGHER THAN
 LJ0484'THE ROAD.
 LJ0484'THE SURFACE STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE POST
 LJ0484'THAT PROJECTS 0.08 M (0.26 FT)  ABOVE THE GROUND.  IT IS 17.8 M
 LJ0484'(58.4 FT) EAST FROM THE CENTERLINE OF THE ROAD, 12.30 M (40.35 FT)
 LJ0484'NORTHEAST FROM A WITNESS POST, 7.1 M (23.3 FT) EAST FROM A FENCE AND
 LJ0484'0.6 M (2.0 FT) SOUHTWEST FROM A WITNESS POST.  THE UNDERGROUND MARK
 LJ0484'WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0550 ***********************************************************************
 LJ0550  DESIGNATION -  BLOW AZ MK
 LJ0550  PID         -  LJ0550
 LJ0550  STATE/COUNTY-  NE/LINCOLN
 LJ0550  COUNTRY     -  US
 LJ0550  USGS QUAD   -  WALLACE NE (2017)
 LJ0550
 LJ0550                         *CURRENT SURVEY CONTROL
 LJ0550  ______________________________________________________________________
 LJ0550* NAD 83(1995) POSITION- 40 58 12.31896(N) 101 00 04.32107(W)   ADJUSTED
 LJ0550* NAVD 88 ORTHO HEIGHT -   964.5   (meters)     3164.    (feet) VERTCON
 LJ0550  ______________________________________________________________________
 LJ0550  GEOID HEIGHT    -        -22.219 (meters)                     GEOID18
 LJ0550  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 LJ0550  HORZ ORDER      -  THIRD
 LJ0550
 LJ0550.The horizontal coordinates were established by classical geodetic methods
 LJ0550.and adjusted by the National Geodetic Survey in August 1997.
 LJ0550
 LJ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0550
 LJ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0550.GEOID18 height accuracy estimate available here.
 LJ0550
 LJ0550.Click photographs - Photos may exist for this station.
 LJ0550
 LJ0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0550
 LJ0550. The following values were computed from the NAD 83(1995) position.
 LJ0550
 LJ0550;                    North         East     Units Scale Factor Converg.
 LJ0550;SPC NE       -   126,697.947   415,752.753   MT  0.99970202   -0 39 48.6
 LJ0550;SPC NE       -   415,674.85  1,364,015.49   sFT  0.99970202   -0 39 48.6
 LJ0550;UTM  14      - 4,537,365.115   331,615.058   MT  0.99994898   -1 18 44.7
 LJ0550
 LJ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0550!SPC NE       -   0.99985222  x   0.99970202  =   0.99955428
 LJ0550!UTM  14      -   0.99985222  x   0.99994898  =   0.99980121
 LJ0550
 LJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3161537365(NAD 83)
 LJ0550
 LJ0550                          SUPERSEDED SURVEY CONTROL
 LJ0550
 LJ0550  NAD 83(1986)-  40 58 12.32381(N)    101 00 04.32939(W) AD(       ) 3
 LJ0550  NGVD 29 (02/17/94)  964.1    (m)         3163.     (f) VERT ANG       
 LJ0550
 LJ0550.Superseded values are not recommended for survey control.
 LJ0550
 LJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0550.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0550
 LJ0550_MARKER: DZ = AZIMUTH MARK DISK
 LJ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0550_STAMPING: BLOW 1951
 LJ0550_MARK LOGO: CGS
 LJ0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0550+STABILITY: SURFACE MOTION
 LJ0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0550+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1981
 LJ0550
 LJ0550  HISTORY     - Date     Condition        Report By
 LJ0550  HISTORY     - 1951     MONUMENTED       CGS
 LJ0550  HISTORY     - 19810617 POOR             NGS
 LJ0550
 LJ0550                          STATION DESCRIPTION
 LJ0550
 LJ0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0550'THE STATION IS LOCATED ABOUT 20.3 KM (12.6 MI) SOUTH FROM HERSHEY,
 LJ0550'16.1 KM (10.0 MI) NORTH FROM DICKENS AND ON ROAD RIGHT-OF-WAY.
 LJ0550'TO REACH FROM EXIT NUMBER 164, THE HERSHEY EXIT, OF INTERSTATE HIGHWAY
 LJ0550'80, GO SOUTH ON A PAVED COUNTY ROAD FOR 18.43 KM (11.45 MI) TO THE
 LJ0550'MARK ON THE LEFT.
 LJ0550'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LJ0550'0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.  IT IS 10.1 M (33.1 FT) WEST
 LJ0550'FROM THE CENTERLINE OF THE ROAD, 0.35 M (1.15 FT) EAST FROM A FENCE
 LJ0550'AND 0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS POST.
 LJ0550'NOTE--THIS MARK APPEARED TO BE LEANING SLIGHTLY TO THE EAST.  A
 LJ0550'POLARIS OBSERVATION WAS TAKEN AT STATION BLOW WHICH CONFIRMED THIS,
 LJ0550'THE OBSERVED AZIMUTH BEING 44 SECONDS LARGER THAN THE PUBLISHED
 LJ0550'AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0469 ***********************************************************************
 NM0469  DESIGNATION -  BLUE
 NM0469  PID         -  NM0469
 NM0469  STATE/COUNTY-  NE/DAKOTA
 NM0469  COUNTRY     -  US
 NM0469  USGS QUAD   -  HOMER (2017)
 NM0469
 NM0469                         *CURRENT SURVEY CONTROL
 NM0469  ______________________________________________________________________
 NM0469* NAD 83(1995) POSITION- 42 20 20.53539(N) 096 26 54.65361(W)   ADJUSTED
 NM0469* NAVD 88 ORTHO HEIGHT -   332.760 (meters)     1091.73  (feet) ADJUSTED
 NM0469  ______________________________________________________________________
 NM0469  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 NM0469  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 NM0469  DYNAMIC HEIGHT  -        332.652 (meters)     1091.38  (feet) COMP
 NM0469  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 NM0469
 NM0469  HORZ ORDER      -  SECOND
 NM0469  VERT ORDER      -  SECOND    CLASS 0
 NM0469
 NM0469.The horizontal coordinates were established by classical geodetic methods
 NM0469.and adjusted by the National Geodetic Survey in August 1997.
 NM0469
 NM0469.The orthometric height was determined by differential leveling and
 NM0469.adjusted by the NATIONAL GEODETIC SURVEY
 NM0469.in June 1991.
 NM0469
 NM0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0469.GEOID18 height accuracy estimate available here.
 NM0469
 NM0469.Click photographs - Photos may exist for this station.
 NM0469
 NM0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0469
 NM0469.The dynamic height is computed by dividing the NAVD 88
 NM0469.geopotential number by the normal gravity value computed on the
 NM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0469.degrees latitude (g = 980.6199 gals.).
 NM0469
 NM0469.The modeled gravity was interpolated from observed gravity values.
 NM0469
 NM0469. The following values were computed from the NAD 83(1995) position.
 NM0469
 NM0469;                    North         East     Units Scale Factor Converg.
 NM0469;SPC NE       -   284,215.768   792,524.919   MT  0.99976436   +2 21 12.8
 NM0469;SPC NE       -   932,464.57  2,600,142.17   sFT  0.99976436   +2 21 12.8
 NM0469;UTM  14      - 4,690,573.487   710,189.109   MT  1.00014361   +1 43 08.7
 NM0469
 NM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0469!SPC NE       -   0.99995189  x   0.99976436  =   0.99971626
 NM0469!UTM  14      -   0.99995189  x   1.00014361  =   1.00009549
 NM0469
 NM0469:                Primary Azimuth Mark                     Grid Az
 NM0469:SPC NE       -  BLUE AZ MK                               359 41 32.3
 NM0469:UTM  14      -  BLUE AZ MK                               000 19 36.4
 NM0469
 NM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1018990573(NAD 83)
 NM0469
 NM0469|---------------------------------------------------------------------|
 NM0469| PID    Reference Object                     Distance      Geod. Az  |
 NM0469|                                                           dddmmss.s |
 NM0469| NM0472 BLUE AZ MK                          APPROX. 0.5 KM 0020245.1 |
 NM0469| NM0470 BLUE RM 1                            34.637 METERS 23244     |
 NM0469| NM2004 BLUE RM 4                            20.677 METERS 27414     |
 NM0469| NM0471 BLUE RM 2                            50.524 METERS 35119     |
 NM0469| NM2003 BLUE RM 3                            37.884 METERS 35801     |
 NM0469|---------------------------------------------------------------------|
 NM0469
 NM0469                          SUPERSEDED SURVEY CONTROL
 NM0469
 NM0469  NAD 83(1986)-  42 20 20.53771(N)    096 26 54.65411(W) AD(       ) 2
 NM0469  NAD 27      -  42 20 20.55800(N)    096 26 53.52600(W) AD(       ) 2
 NM0469  NGVD 29 (??/??/92)  332.603  (m)         1091.21   (f) ADJ UNCH    2 0
 NM0469  NGVD 29             332.60   (m)         1091.2    (f) LEVELING    3  
 NM0469
 NM0469.Superseded values are not recommended for survey control.
 NM0469
 NM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0469.See file dsdata.pdf to determine how the superseded data were derived.
 NM0469
 NM0469_MARKER: DS = TRIANGULATION STATION DISK
 NM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0469_STAMPING: BLUE 1948
 NM0469_MARK LOGO: CGS
 NM0469_PROJECTION: FLUSH
 NM0469_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0469+STABILITY: SURFACE MOTION
 NM0469
 NM0469  HISTORY     - Date     Condition        Report By
 NM0469  HISTORY     - 1948     MONUMENTED       CGS
 NM0469  HISTORY     - 1949     GOOD             CGS
 NM0469  HISTORY     - 19850325 GOOD             NGS
 NM0469  HISTORY     - 19850326 GOOD             NGS
 NM0469
 NM0469                          STATION DESCRIPTION
 NM0469
 NM0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0469'STATION IS LOCATED IN A FARMYARD ABOUT 5-1/2 MILES SOUTH
 NM0469'SOUTHWEST OF DAKOTA CITY AND 2 MILES EAST NORTHEAST OF HOMER.
 NM0469'STATION IS 61 FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT
 NM0469'ROAD, 57 FEET NORTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 NM0469'AND 33.5 FEET WEST OF WITNESS POST.  THE MARK IS FLUSH WITH THE
 NM0469'GROUND AND THE DISK IS STAMPED BLUE 1948.
 NM0469'
 NM0469'REFERENCE MARK NO. 1 IS 113.64 FEET SOUTHWEST OF STATION, 11
 NM0469'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 1 FOOT
 NM0469'NORTH OF FENCE.  THE MARK PROPJECTS ABOUT 5 INCHES AND THE DISK
 NM0469'IS STAMPED BLUE NO 1 1948.
 NM0469'
 NM0469'REFERENCE MARK NO. 2 IS 165.76 FEET NORTH NORTHWEST OF STATION,
 NM0469'42 FEET WEST SOUTHWEST OF FENCECORNER AND 13 FEET SOUTH OF
 NM0469'FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 NM0469'STAMPED BLUE NO 2 1948.
 NM0469'
 NM0469'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF STATION, 29
 NM0469'FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 2 FEET SOUTH
 NM0469'SOUTHEAST OF POWER POLE, 1 FOOT SOUTH SOUTHWEST OF WITNESS POST
 NM0469'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NM0469'THE DISK IS STAMPED BLUE 1948.
 NM0469'
 NM0469'TO REACH STATION FROM THE POST OFFICE IN HOMER GO EAST ABOUT
 NM0469'0.05 MILE TO U.S. HIGHWAY 73 AND 77.  TURN LEFT AND GO NORTH
 NM0469'ON HIGHWAY FOR 0.9 MILE TO DIRT T ROAD RIGHT.  TURN RIGHT AND
 NM0469'GO EAST FOR 0.8 MILE TO T INTERSECTION.  TURN LEFT AND GO NORTH
 NM0469'0.25 MILE TO T ROAD RIGHT.  TURN RIGHT AND GO EAST 0.75 MILE TO
 NM0469'CROSS ROADS.  TURN LEFT AND GO NORTH 0.25 MILE TO FARM BUILDINGS
 NM0469'AND STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 NM0469'
 NM0469'TO REACH AZIMUTH FROM STATION CONTINUE NORTH FOR 0.3 MILE TO
 NM0469'AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NM0469'
 NM0469'A 74 FOOT SIGNAL AT STATION 397 (MRC) IS VISIBLE AT 37 FEET.
 NM0469'
 NM0469'A 74 FOOT SIGNAL AT STATION BAGO 1934 IS VISIBLE AT 37 FEET.
 NM0469'
 NM0469'A 4 FOOT SIGNAL AT STATION HOMER IS VISIBLE AT 50 FEET.
 NM0469'
 NM0469'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NM0469
 NM0469                          STATION RECOVERY (1949)
 NM0469
 NM0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0469'5 MI NE FROM HOMER.
 NM0469'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0469'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.3 MILES
 NM0469'NORTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MARRY K.
 NM0469'LEBAHN, 62 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0469'57 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 33.0
 NM0469'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0469'POST WHICH IS 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 NM0469
 NM0469                          STATION RECOVERY (1985)
 NM0469
 NM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0469'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 NM0469'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT
 NM0469'NOT FOUND AND IS PRESUMED TO BE DESTROYED.  REFERENCE MARK 2 IS NOW
 NM0469'OBSTRUCTED TO THE STATION MARK, BUT SINCE IT A BENCH MARK, IT WAS
 NM0469'LEFT IN PLACE.  A POLARIS OBSERVATION WAS TAKEN TO THE AZIMUTH MARK
 NM0469'AND A CHECK ANGLE OBTAINED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 NM0469'AT THIS TIME.  LEVELS WERE RUN TO THESE MARKS.
 NM0469'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTH FROM DAKOTA CITY,
 NM0469'5.6 KM (3.5 MI) WEST FROM THE MISSOURI RIVER, 3.6 KM (2.2 MI)
 NM0469'NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S. HIGHWAY 77 AND IN
 NM0469'A FARM YARD ON PROPERTY OWNED BY MR. AND MRS. WILBUR QUICK, RURAL
 NM0469'ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA 68731.  TELEPHONE 402 987
 NM0469'3897.
 NM0469'TO REACH FROM THE POST OFFICE IN HOMER, GO EAST ON THE MAIN STREET FOR
 NM0469'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM0469'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM0469'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM0469'CONTINUE NORTH FOR 0.4 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 NM0469'AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NM0469'NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM0469'THE STATION ON THE LEFT.
 NM0469'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 NM0469'RECESSED 0.020 M (0.066 FT) BELOW THE GROUND SURFACE.  IT IS 35.6 M
 NM0469'(116.8 FT) SOUTH FROM THE LEADING EDGE OF A ROUND, METAL GRAIN BIN,
 NM0469'17.1 M (56.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 20.6 M
 NM0469'(67.6 FT) EAST FROM THE LEADING EDGE OF A ROUND CORN CRIB AND 15.7 M
 NM0469'(51.5 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY.  THE UNDERGROUND
 NM0469'MARK WAS NOT INSPECTED.
 NM0469
 NM0469                          STATION RECOVERY (1985)
 NM0469
 NM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0418 ***********************************************************************
 MN0418  DESIGNATION -  BLUE
 MN0418  PID         -  MN0418
 MN0418  STATE/COUNTY-  NE/GARDEN
 MN0418  COUNTRY     -  US
 MN0418  USGS QUAD   -  TWIN BUTTES (2017)
 MN0418
 MN0418                         *CURRENT SURVEY CONTROL
 MN0418  ______________________________________________________________________
 MN0418* NAD 83(1995) POSITION- 41 25 30.23694(N) 102 13 21.14456(W)   ADJUSTED
 MN0418* NAVD 88 ORTHO HEIGHT -  1181.    (meters)     3875.    (feet) SCALED
 MN0418  ______________________________________________________________________
 MN0418  GEOID HEIGHT    -        -20.127 (meters)                     GEOID18
 MN0418  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 MN0418  HORZ ORDER      -  FIRST
 MN0418
 MN0418.The horizontal coordinates were established by classical geodetic methods
 MN0418.and adjusted by the National Geodetic Survey in August 1997.
 MN0418
 MN0418.The orthometric height was scaled from a topographic map.
 MN0418
 MN0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0418.GEOID18 height accuracy estimate available here.
 MN0418
 MN0418.Click photographs - Photos may exist for this station.
 MN0418
 MN0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0418
 MN0418. The following values were computed from the NAD 83(1995) position.
 MN0418
 MN0418;                    North         East     Units Scale Factor Converg.
 MN0418;SPC NE       -   179,109.510   314,296.355   MT  0.99965959   -1 28 22.3
 MN0418;SPC NE       -   587,628.45  1,031,153.96   sFT  0.99965959   -1 28 22.3
 MN0418;UTM  13      - 4,589,668.728   732,092.991   MT  1.00026297   +1 50 18.6
 MN0418
 MN0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0418!SPC NE       -   0.99981803  x   0.99965959  =   0.99947768
 MN0418!UTM  13      -   0.99981803  x   1.00026297  =   1.00008095
 MN0418
 MN0418:                Primary Azimuth Mark                     Grid Az
 MN0418:SPC NE       -  BLUE RM 2 AZIMUTH                        049 48 56.5
 MN0418:UTM  13      -  BLUE RM 2 AZIMUTH                        046 30 15.6
 MN0418
 MN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3209289668(NAD 83)
 MN0418
 MN0418|---------------------------------------------------------------------|
 MN0418| PID    Reference Object                     Distance      Geod. Az  |
 MN0418|                                                           dddmmss.s |
 MN0418| CP7483 BLUE RM 1                            20.845 METERS 00742     |
 MN0418| CP7484 BLUE RM 2 AZIMUTH                                  0482034.2 |
 MN0418| MN0415 LEWELLEN CHURCH SPIRE               APPROX.12.4 KM 1483523.8 |
 MN0418| MN0417 LEWELLEN SCHOOLHOUSE CHIMNEY        APPROX.11.8 KM 1490805.5 |
 MN0418| CP7485 BLUE RM 3                            22.560 METERS 16627     |
 MN0418| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX. 9.9 KM 2562913.6 |
 MN0418| MN0444 OSHKOSH WATER TANK                  APPROX.10.3 KM 2584231.3 |
 MN0418|---------------------------------------------------------------------|
 MN0418
 MN0418                          SUPERSEDED SURVEY CONTROL
 MN0418
 MN0418  NAD 83(1986)-  41 25 30.23608(N)    102 13 21.14784(W) AD(       ) 1
 MN0418  NAD 27      -  41 25 30.29800(N)    102 13 19.47500(W) AD(       ) 1
 MN0418
 MN0418.Superseded values are not recommended for survey control.
 MN0418
 MN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0418.See file dsdata.pdf to determine how the superseded data were derived.
 MN0418
 MN0418_MARKER: P = PIPE CAP
 MN0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0418_MARK LOGO: USGS
 MN0418_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0418
 MN0418  HISTORY     - Date     Condition        Report By
 MN0418  HISTORY     - UNK      MONUMENTED       USGS
 MN0418
 MN0418                          STATION DESCRIPTION
 MN0418
 MN0418'DESCRIBED BY US GEOLOGICAL SURVEY UNK (WM)
 MN0418'ABOUT 6-1/2 MILES EAST BY NORTH OF OSHKOSH, AND 8 MILES
 MN0418'NORTHWEST OF LEWELLEN, ON HIGHEST POINT OF BLUE HILL, BETTER
 MN0418'KNOWN LOCALLY AS TWIN BUTTES, IN NORTHEAST QUARTER SEC. 25,
 MN0418'T. 17 N., R. 43 W., ON LAND OWNED BY FRANK O ROURKE OF ST.
 MN0418'JOSEPH, MISSOURI, AND LEASED BY O.E. CAMPBELL.  UNDERGROUND
 MN0418'MARK SET IN AN IRREGULAR MASS OF CONCRETE.
 MN0418'
 MN0418'REACHED FROM OSHKOSH VIA U.S. HIGHWAY 26 ON MAIN STREET, TO
 MN0418'WHERE IT TURNS WEST.  TURN EAST AND FOLLOW ROAD 6.8 MILES
 MN0418'TO ROAD LEADING NORTH, 1 MILE EAST OF DONNELLY SCHOOL.  TURN
 MN0418'NORTH 0.5 MILE TO GATE ON LEFT, AND FOLLOW TRAIL THROUGH GATE
 MN0418'NORTHWEST 0.35 MILE TO THE CAMPBELLS HOUSE.  PASS THROUGH
 MN0418'BARNLOT INTO SANDY PASTURE WEST OF HOUSE, AND BEAR NORTHWEST
 MN0418'UP SAND HILL 0.5 MILE TO STATION.  FROM LEWELLEN FOLLOW U.S.
 MN0418'HIGHWAY 26 WEST 1.5 MILES, THENCE NORTH 2.6 MILES AND BEAR
 MN0418'NORTHWEST, FOLLOWING MAIN-TRAVELED ROAD WHICH CROSSES BLUE
 MN0418'CREEK 3.5 MILES, THENCE NORTH 0.5 MILE TO THE CAMPBELL HOUSE
 MN0418'AS ABOVE.  THE STATION IS ON THE HIGHEST POINT OF BLUE HILL
 MN0418'IN PASTURE.  MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAP
 MN0418'ON IRON PIPE EMBEDDED IN A SQUARE BLOCK OF CONCRETE.
 MN0418'THERE IS A TRIANGLE AND ALSO A CROSS MARKED ON CAP.  CROSS
 MN0418'MARKS CENTER AS USED.
 MN0418'
 MN0418'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION.
 MN0418'
 MN0418'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION IN FENCE LINE.
 MN0418'
 MN0418'REFERENCE MARK NO. 3 IS SOUTH OF STATION.
 MN0418'
 MN0418'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MN0418'
 MN0418'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.04 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0472 ***********************************************************************
 NM0472  DESIGNATION -  BLUE AZ MK
 NM0472  PID         -  NM0472
 NM0472  STATE/COUNTY-  NE/DAKOTA
 NM0472  COUNTRY     -  US
 NM0472  USGS QUAD   -  HOMER (2017)
 NM0472
 NM0472                         *CURRENT SURVEY CONTROL
 NM0472  ______________________________________________________________________
 NM0472* NAD 83(1995) POSITION- 42 20 37.07926(N) 096 26 53.85696(W)   ADJUSTED
 NM0472* NAVD 88 ORTHO HEIGHT -   333.559 (meters)     1094.35  (feet) ADJUSTED
 NM0472  ______________________________________________________________________
 NM0472  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 NM0472  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 NM0472  DYNAMIC HEIGHT  -        333.451 (meters)     1094.00  (feet) COMP
 NM0472  MODELED GRAVITY -    980,287.9   (mgal)                       NAVD 88
 NM0472
 NM0472  HORZ ORDER      -  THIRD
 NM0472  VERT ORDER      -  SECOND    CLASS 0
 NM0472
 NM0472.The horizontal coordinates were established by classical geodetic methods
 NM0472.and adjusted by the National Geodetic Survey in August 1997.
 NM0472
 NM0472.The orthometric height was determined by differential leveling and
 NM0472.adjusted by the NATIONAL GEODETIC SURVEY
 NM0472.in June 1991.
 NM0472
 NM0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0472.GEOID18 height accuracy estimate available here.
 NM0472
 NM0472.Click photographs - Photos may exist for this station.
 NM0472
 NM0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0472
 NM0472.The dynamic height is computed by dividing the NAVD 88
 NM0472.geopotential number by the normal gravity value computed on the
 NM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0472.degrees latitude (g = 980.6199 gals.).
 NM0472
 NM0472.The modeled gravity was interpolated from observed gravity values.
 NM0472
 NM0472. The following values were computed from the NAD 83(1995) position.
 NM0472
 NM0472;                    North         East     Units Scale Factor Converg.
 NM0472;SPC NE       -   284,726.437   792,522.177   MT  0.99976553   +2 21 13.3
 NM0472;SPC NE       -   934,139.99  2,600,133.18   sFT  0.99976553   +2 21 13.3
 NM0472;UTM  14      - 4,691,084.347   710,192.022   MT  1.00014363   +1 43 09.8
 NM0472
 NM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0472!SPC NE       -   0.99995176  x   0.99976553  =   0.99971730
 NM0472!UTM  14      -   0.99995176  x   1.00014363  =   1.00009538
 NM0472
 NM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1019291084(NAD 83)
 NM0472
 NM0472                          SUPERSEDED SURVEY CONTROL
 NM0472
 NM0472  NAD 83(1986)-  42 20 37.08158(N)    096 26 53.85691(W) AD(       ) 3
 NM0472  NGVD 29             333.40   (m)         1093.8    (f) LEVELING    3  
 NM0472  NGVD 29 (??/??/92)  333.402  (m)         1093.84   (f) ADJ UNCH    2 0
 NM0472
 NM0472.Superseded values are not recommended for survey control.
 NM0472
 NM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0472.See file dsdata.pdf to determine how the superseded data were derived.
 NM0472
 NM0472_MARKER: DZ = AZIMUTH MARK DISK
 NM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0472_STAMPING: BLUE 1948
 NM0472_MARK LOGO: CGS
 NM0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0472+STABILITY: SURFACE MOTION
 NM0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0472+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1985
 NM0472
 NM0472  HISTORY     - Date     Condition        Report By
 NM0472  HISTORY     - 1948     MONUMENTED       CGS
 NM0472  HISTORY     - 1949     GOOD             CGS
 NM0472  HISTORY     - 19850326 GOOD             NGS
 NM0472
 NM0472                          STATION DESCRIPTION
 NM0472
 NM0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0472'5.3 MI NE FROM HOMER.
 NM0472'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0472'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.6 MILES
 NM0472'NORTH ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTH OF A FARMHOUSE,
 NM0472'184.0 FEET NORTH OF THE CENTER OF A WIRE GATE, 30 FEET EAST OF
 NM0472'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A POWER TRANSMISSION
 NM0472'LINE POLE, 1.4 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH
 NM0472'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0472'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0472
 NM0472                          STATION RECOVERY (1985)
 NM0472
 NM0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0472'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 8.4 KM (5.2 MI) SOUTH
 NM0472'FROM DAKOTA CITY, 5.6 KM (3.5 MI) WEST FROM THE MISSOURI RIVER, 4.4
 NM0472'KM (2.7 MI) NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S.
 NM0472'HIGHWAY 77 AND ON THE EAST RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 NM0472'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM0472'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM0472'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM0472'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE, LEFT AND NORTH.
 NM0472'CONTINUE NORTH FOR 0.4 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 NM0472'AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND GO
 NM0472'NORTH FOR 0.80 KM (0.50 MI) TO THE MARK ON THE RIGHT.
 NM0472'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NM0472'WITH THE GROUND SURFACE.  IT IS 22.25 M (73.00 FT) SOUTH FROM A POWER
 NM0472'POLE, 8.45 M (27.72 FT) EAST FROM THE CENTERLINE OF THE ROAD AND 0.23
 NM0472'M (0.75 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0384 ***********************************************************************
 LH0384  DESIGNATION -  BLUE HILL
 LH0384  PID         -  LH0384
 LH0384  STATE/COUNTY-  NE/WEBSTER
 LH0384  COUNTRY     -  US
 LH0384  USGS QUAD   -  BLADEN (2017)
 LH0384
 LH0384                         *CURRENT SURVEY CONTROL
 LH0384  ______________________________________________________________________
 LH0384* NAD 83(1995) POSITION- 40 17 33.26437(N) 098 30 36.83476(W)   ADJUSTED
 LH0384* NAVD 88 ORTHO HEIGHT -   621.751 (meters)     2039.86  (feet) ADJUSTED
 LH0384  ______________________________________________________________________
 LH0384  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 LH0384  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 LH0384  DYNAMIC HEIGHT  -        621.375 (meters)     2038.63  (feet) COMP
 LH0384  MODELED GRAVITY -    980,001.2   (mgal)                       NAVD 88
 LH0384
 LH0384  HORZ ORDER      -  FIRST
 LH0384  VERT ORDER      -  FIRST     CLASS II
 LH0384
 LH0384.The horizontal coordinates were established by classical geodetic methods
 LH0384.and adjusted by the National Geodetic Survey in August 1997.
 LH0384
 LH0384.The orthometric height was determined by differential leveling and
 LH0384.adjusted by the NATIONAL GEODETIC SURVEY
 LH0384.in June 1991.
 LH0384
 LH0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0384.GEOID18 height accuracy estimate available here.
 LH0384
 LH0384.Click photographs - Photos may exist for this station.
 LH0384
 LH0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0384
 LH0384.The dynamic height is computed by dividing the NAVD 88
 LH0384.geopotential number by the normal gravity value computed on the
 LH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0384.degrees latitude (g = 980.6199 gals.).
 LH0384
 LH0384.The modeled gravity was interpolated from observed gravity values.
 LH0384
 LH0384. The following values were computed from the NAD 83(1995) position.
 LH0384
 LH0384;                    North         East     Units Scale Factor Converg.
 LH0384;SPC NE       -    52,082.015   626,651.036   MT  0.99988053   +0 59 14.2
 LH0384;SPC NE       -   170,872.41  2,055,937.61   sFT  0.99988053   +0 59 14.2
 LH0384;UTM  14      - 4,460,345.890   541,627.572   MT  0.99962133   +0 19 00.2
 LH0384
 LH0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0384!SPC NE       -   0.99990652  x   0.99988053  =   0.99978706
 LH0384!UTM  14      -   0.99990652  x   0.99962133  =   0.99952788
 LH0384
 LH0384:                Primary Azimuth Mark                     Grid Az
 LH0384:SPC NE       -  L 250 RESET                              091 26 27.1
 LH0384:UTM  14      -  L 250 RESET                              092 06 41.1
 LH0384
 LH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4162760345(NAD 83)
 LH0384
 LH0384|---------------------------------------------------------------------|
 LH0384| PID    Reference Object                     Distance      Geod. Az  |
 LH0384|                                                           dddmmss.s |
 LH0384| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX. 6.8 KM 0483319.3 |
 LH0384| LH1187 BLUE HILL TRINITY LUTH CHURCH       APPROX. 7.1 KM 0484910.8 |
 LH0384| LH0266 L 250 RESET                                        0922541.3 |
 LH0384| LH0265 L 250                                              0924803.3 |
 LH0384| CN7915 BLUE HILL RM 3                       46.248 METERS 19624     |
 LH0384| CN7914 BLUE HILL RM 1                       13.160 METERS 26915     |
 LH0384| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX.18.8 KM 2711146.0 |
 LH0384| LH1199 BLADEN MUNICIPAL TANK               APPROX. 8.0 KM 2930345.5 |
 LH0384|---------------------------------------------------------------------|
 LH0384
 LH0384                          SUPERSEDED SURVEY CONTROL
 LH0384
 LH0384  NAD 83(1986)-  40 17 33.27073(N)    098 30 36.83382(W) AD(       ) 1
 LH0384  NAD 27      -  40 17 33.21500(N)    098 30 35.61100(W) AD(       ) 1
 LH0384  USSD        -  40 17 33.26100(N)    098 30 35.59200(W) AD(       ) 3
 LH0384  NGVD 29 (??/??/92)  621.518  (m)         2039.10   (f) ADJ UNCH    1 2
 LH0384  NGVD 29 (07/19/86)  622.3    (m)         2042.     (f) VERT ANG       
 LH0384
 LH0384.Superseded values are not recommended for survey control.
 LH0384
 LH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0384.See file dsdata.pdf to determine how the superseded data were derived.
 LH0384
 LH0384_MARKER: DS = TRIANGULATION STATION DISK
 LH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0384_STAMPING: BLUE HILL 1898
 LH0384_MARK LOGO: CGS
 LH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0384+STABILITY: SURFACE MOTION
 LH0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0384+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0384
 LH0384  HISTORY     - Date     Condition        Report By
 LH0384  HISTORY     - 1898     MONUMENTED       CGS
 LH0384  HISTORY     - 1934     GOOD             NEGS
 LH0384  HISTORY     - 1935     GOOD             CGS
 LH0384  HISTORY     - 1947     GOOD             CGS
 LH0384  HISTORY     - 1947     GOOD             CGS
 LH0384  HISTORY     - 1951     GOOD             CGS
 LH0384  HISTORY     - 1959     GOOD             CGS
 LH0384  HISTORY     - 1962     GOOD             CGS
 LH0384  HISTORY     - 20051105 GOOD             NEDR
 LH0384
 LH0384                          STATION DESCRIPTION
 LH0384
 LH0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH0384'THIS STATION IS NEAR THE SOUTH CENTER OF SEC. 24, T. 4 N., R.
 LH0384'11 W., ON LAND OWNED BY PETER PAUGH.  IT IS ABOUT 2-1/2 MILES
 LH0384'SOUTH AND 3 MILES WEST OF THE TOWN OF BLUE HILL.  THE BEARINGS
 LH0384'AND DISTANCES TO CERTAIN POINTS ARE- TO THE STANDPIPE AT BLUE
 LH0384'HILL, N 58 DEG 33 MIN E, TO W.W. HOGATES WINDMILL,
 LH0384'S 20 DEG 36 MIN E, TO HOGATES HOUSE, S 11 DEG 49 MIN E, TO THE STONE
 LH0384'MARKING THE SOUTH CENTER OF SECTION 24, S 09 DEG 50 MIN E, 251.085
 LH0384'FEET, TO THE STONE MARKING NORTHWEST CORNER OF SECTION 24,
 LH0384'N 27 DEG 51 MIN W, TO THE WIRE FENCE, S 90 DEG W, 43.7 FEET.
 LH0384'SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2
 LH0384'FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 LH0384'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE
 LH0384'LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS A STONE
 LH0384'MILK CROCK BURIED BOTTOM UPWARD ABOUT 3 FEET BELOW THE
 LH0384'SURFACE AND MARKED WITH A SMALL DRILL HOLE.
 LH0384
 LH0384                          STATION RECOVERY (1934)
 LH0384
 LH0384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH0384'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 LH0384'
 LH0384'STATION IS 250 FEET NORTH OF APPROXIMATE LOCATION OF STONE
 LH0384'MARKING SOUTH CENTER OF SECTION 24, AND 43.7 FEET EAST OF STONE.
 LH0384'
 LH0384'THE VERMONT MARBLE SURFACE STONE WAS FOUND LYING ON ITS SIDE
 LH0384'ABOUT 1.3 FEET BELOW SURFACE OF GROUND, HEAD OF STONE
 LH0384'POINTING NORTH.  THE LETTERS R.P. WERE CHISELED ON SOUTH SIDE
 LH0384'OF STONE.  IT WAS THEN SET IN CONCRETE ALONG THE FENCE ROW,
 LH0384'43.12 FEET WEST OF TRIANGULATION POINT, AND IS NOW KNOWN AS
 LH0384'BM G-4.  THE CROCK MARKING THIS STATION WAS FOUND UNDISTURBED
 LH0384'3.5 FEET BELOW THE SURFACE.  FOUR IRON PIPE REFERENCE STAKES
 LH0384'WERE SET, MARKING THE TRIANGULATION POINT, AND 1 FOOT OF DIRT
 LH0384'WAS PLACED OVER THE CROCK.  A 2-FOOT WOODEN 4 BY 4 WAS SET IN
 LH0384'CONCRETE, AND THE EXACT POINT MARKED ON IT BY MEANS OF THE
 LH0384'REFERENCE STAKES.  A TACK NEAR THE CENTER OF THE 4 BY 4
 LH0384'MARKS THE TRIANGULATION POINT.
 LH0384
 LH0384                          STATION RECOVERY (1935)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH0384'IN THE SW 1/4 SE 1/4 SEC. 24, T. 4 N., R. 11 W., A FEW YARDS
 LH0384'EAST OF THE TOP OF THE HIGHEST HILL IN THE VICINITY, ON LAND
 LH0384'OWNED BY MR. FRED WADEMAN AND FARMED BY HIS SON-IN-LAW, ALBERT
 LH0384'JESSKA, WHO LIVES 1/2 MILE EAST.  THE STATION WAS RE-MARKED WITH
 LH0384'SURFACE MARK 85 YARDS NORTH OF THE CENTER LINE OF THE ROAD,
 LH0384'AND 42.5 FEET DUE EAST OF THE RE-SET STONE POST THAT FORMERLY
 LH0384'MARKED THE STATION.  THIS STONE POST IS NOW IN THE FENCE LINE
 LH0384'85 YARDS NORTH OF THE CENTER LINE OF STATE HIGHWAY 4, SET
 LH0384'FLUSH WITH THE GROUND.
 LH0384'
 LH0384'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND STATE
 LH0384'HIGHWAY 3 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY 281 FOR 6.0
 LH0384'MILES TO POINT WHERE U.S. HIGHWAY 281 TURNS RIGHT, OR EAST,
 LH0384'CONTINUE STRAIGHT AHEAD, NORTH, FOR 8.0 MILES TO CROSSROADS,
 LH0384'WITH CONOCO GASOLINE STATION IN NORTHEAST ANGLE, HERE TURN
 LH0384'RIGHT, OR EAST, ONTO STATE HIGHWAY 4 AND GO 0.5 MILE TO THE
 LH0384'STATION ON THE LEFT.
 LH0384'
 LH0384'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LH0384'CONCRETE.
 LH0384
 LH0384                          STATION RECOVERY (1947)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH0384'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 LH0384'ONE REFERENCE MARK WAS PUT IN AT THE STATION AND A DIRECTION
 LH0384'WAS TAKEN TO A USC AND GS BENCH MARK WHICH WILL SERVE AS
 LH0384'AN AZIMUTH MARK FOR THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 LH0384'
 LH0384'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH AND 3 MILES WEST
 LH0384'OF BLUE HILL ON THE SUMMIT OF A HIGH HILL.  THE MARK, STAMPED BLUE
 LH0384'HILL 1898, IS A STANDARD DISC SET IN CONCRETE 1 FOOT BELOW THE
 LH0384'SURFACE OF THE GROUND.  THE MARK IS 248.5 FEET NORTH OF THE
 LH0384'CENTER LINE OF U.S. HIGHWAY NO. 281 AND 43.2 FEET EAST OF A
 LH0384'NORTH-SOUTH WIRE FENCE IN AN AREA THAT IS NOW UNDER CULTIVATION.
 LH0384'
 LH0384'AN 8 INCH SQUARE MARBLE POST WITH THE LETTERS USCS CHISELED ON
 LH0384'THE TOP SERVES AS REFERENCE MARK NO 1.  THE MARK IS SET ALONG
 LH0384'A WIRE FENCE LINE AND IS 209 FEET NORTH OF A WIRE FENCE CORNER,
 LH0384'2 FEET SOUTH OF A WITNESS POST AND FLUSH WITH THE GROUND.
 LH0384'
 LH0384'REFERENCE MARK NO. 3, STAMPED BLUE HILL NO 3 1947, IS A STANDARD
 LH0384'REFERENCE MARK DISC SET IN CONCRETE THAT PROJECTS ABOUT 6 INCHES.
 LH0384'IT IS 103.5 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY NO.
 LH0384'281, 64 FEET NORTH OF A WIRE FENCE CORNER AND 1 FOOT EAST OF
 LH0384'A NORTH-SOUTH WIRE FENCE.
 LH0384'
 LH0384'A STANDARD USC AND GS BENCH MARK SERVES AS AN AZIMUTH MARK FOR
 LH0384'THE STATION.  THE MARK, STAMPED L 250, IS ABOUT 0.75 MILE EAST
 LH0384'OF THE STATION, 35 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 LH0384'NO. 281, 30 FEET EAST OF THE EAST END OF A WIRE GATE, 2 FEET
 LH0384'EAST OF A WITNESS POST, 1 FOOT SOUTH OF AN EAST-WEST WIRE
 LH0384'FENCE AND IS FLUSH WITH THE GROUND.
 LH0384'
 LH0384'TO REACH THE STATION FROM BLUE HILL, GO SOUTH ON U.S. HIGHWAY
 LH0384'NO. 281 FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 4.
 LH0384'TURN RIGHT, WEST, AND GO 2.5 MILES TO THE AZIMUTH MARK (BM L-250)
 LH0384'ON THE RIGHT, NORTH, SIDE OF ROAD, CONTINUE AHEAD FOR 0.75 MILE
 LH0384'TO THE STATION ON THE RIGHT, NORTH, SIDE OF ROAD IN CULTIVATED
 LH0384'FIELD.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION BANGERT IS VG.
 LH0384'
 LH0384'A 4 FOOT SIGNAL AT STATION COWLES IS VG.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION DARWIN IS VISIBLE AT 10 FEET.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE AT 10 FEET.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION COOPER 1898 IS VG.
 LH0384'
 LH0384'A 47 FOOT SIGNAL AT STATION REIHER IS V.G.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION HERRICK 1898 IS VG.
 LH0384
 LH0384                          STATION RECOVERY (1947)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH0384'6.5 MI SW FROM BLUE HILL.
 LH0384'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0384'AND QUINCY RAILWAY STATION AT BLUE HILL, THENCE 3.0 MILES SOUTH
 LH0384'ALONG U.S. HIGHWAY 281, THENCE 3.5 MILES WEST ALONG U.S.
 LH0384'HIGHWAY 281 AND STATE HIGHWAY 4, NORTH OF AND ACROSS THE HIGHWAY
 LH0384'FROM A LARGE FARMHOUSE OWNED BY W.E. LAMBORN, 249.0 FEET NORTH
 LH0384'OF THE CENTER LINE OF THE HIGHWAY, 43.3 FEET EAST OF A STONE
 LH0384'POST WITH A CROSS ON THE TOP (THIS POST FORMERLY MARKED THE
 LH0384'TRIANGULATION STATION BUT HAS BEEN RESET AND IS KNOWN AS BENCH
 LH0384'MARK G 4), SET IN THE TOP OF A CONCRETE POST APPROXIMATELY
 LH0384'14 INCHES BELOW THE SURFACE OF THE GROUND.
 LH0384
 LH0384                          STATION RECOVERY (1951)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH0384'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3 AND
 LH0384'BENCH MARK L 250 (AZIMUTH MARK) WERE RECOVERED AND FOUND IN
 LH0384'GOOD CONDITION.
 LH0384'
 LH0384'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH0384'
 LH0384'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF BLUE HILL.
 LH0384'IT IS 250.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 281, 43.0
 LH0384'FEET EAST OF A NORTH-SOUTH FENCE LINE, 42.0 FEET EAST OF A
 LH0384'WITNESS POST AND IN A CULTIVATED FIELD.  IT IS SET 14 INCHES
 LH0384'UNDERGROUND AND STAMPED BLUE HILL 1898.
 LH0384'
 LH0384'AN 8 INCH SQUARE MARBLE POST WITH THE LETTERS USCS AND A CROSS
 LH0384'CHISELED ON THE TOP SERVES AS REFERENCE MARK NO. 1.  IT IS 250.0
 LH0384'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 281, 2.0 FEET SOUTH OF
 LH0384'A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.  THE POST
 LH0384'IS SET FLUSH.
 LH0384'
 LH0384'REFERENCE MARK NO. 3 IS 105.0 FEET NORTH OF THE CENTER OF U.S.
 LH0384'HIGHWAY 281 AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 LH0384'IT PROJECTS 4 INCHES AND IS STAMPED BLUE HILL NO 3 1947.
 LH0384'
 LH0384'BENCH MARK L 250 WAS USED AS THE AZIMUTH MARK.  IT IS A STANDARD
 LH0384'U.S.C. AND G.S. BENCH MARK SET IN AN 8 INCH SQUARE CONCRETE
 LH0384'POST AND SET FLUSH.  IT IS 60.0 FEET EAST OF A POWER LINE POLE,
 LH0384'47.0 FEET EAST OF THE CENTER OF A WIRE GATE, 38.0 FEET NORTH
 LH0384'OF THE CENTER OF U.S. HIGHWAY 281 AND 3.0 FEET EAST OF A WITNESS
 LH0384'POST.  IT IS STAMPED L 250 1947.
 LH0384'
 LH0384'TO REACH THE STATION FROM THE POST OFFICE IN BLUE HILL, GO EAST
 LH0384'FOR 0.3 MILE TO U.S. HIGHWAY 281.  TURN RIGHT, SOUTH, FOR 2.7
 LH0384'MILES TO WHERE U.S. HIGHWAY 281 CURVES TO THE WEST.  TURN RIGHT,
 LH0384'WEST, ON U.S. HIGHWAY 281 FOR 2.6 MILES TO A WIRE GATE AND THE
 LH0384'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.8
 LH0384'MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION ON THE RIGHT
 LH0384'AS DESCRIBED.
 LH0384
 LH0384                          STATION RECOVERY (1959)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH0384'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH0384'IN GOOD CONDITION.  THE 1947 DESCRIPTION BY R.L.E. IS ADEQUATE.
 LH0384'A NEW WITNESS POST SIGN WAS SET BY BENCH MARK L 250 WHICH
 LH0384'IS USED AS THE AZIMUTH MARK FOR THIS STATION.  A SHORT DESCRIPTION
 LH0384'FOR THIS MARK FOLLOWS.
 LH0384'
 LH0384'BENCH MARK L 250 USED AS THE AZIMUTH MARK IS 0.8 MILE EAST OF
 LH0384'THE STATION, 61 FEET EAST OF A POWER POLE, 43 FEET EAST OF THE
 LH0384'CENTER OF DRIVEWAY LEADING SOUTH TO FARM BUILDINGS, 38 FEET NORTH
 LH0384'OF THE CENTER OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 30 FEET
 LH0384'EAST OF THE EAST END OF WIRE GATE, 1.5 FEET WEST OF A NEW
 LH0384'WITNESS SIGN POST, AND 1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH
 LH0384'WITH THE SURFACE OF THE GROUND AND THE STANDARD USC AND GS
 LH0384'BENCH MARK DISK IS STAMPED L 250 1947.  (NOTE- THIS MARK IS
 LH0384'2.2 MILES WEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4
 LH0384'FROM A POINT WHERE THE CHICAGO, BURLINGTON AND QUINCY RR
 LH0384'CROSSES THESE SAME HIGHWAYS.)
 LH0384
 LH0384                          STATION RECOVERY (1962)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LH0384'STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1951 RECOVERY
 LH0384'NOTE AND ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT THE
 LH0384'AZIMUTH MARK (BENCH MARK L 250) WHICH HAD TO BE RESET DUE TO
 LH0384'ROAD CONSTRUCTION ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4.
 LH0384'A NEW DESCRIPTION FOR THE RESET MARK FOLLOWS-
 LH0384'
 LH0384'BENCH MARK L 250 RESET WAS USED AS THE AZIMUTH MARK FOR THIS
 LH0384'STATION, AND IS 0.75 MILE EAST OF THE STATION, NORTH ACROSS THE
 LH0384'HIGHWAY FROM A FARM DRIVEWAY TO THE SOUTH, 70 FEET NORTH OF THE
 LH0384'CENTERLINE OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 5.5 FEET
 LH0384'WEST OF A POWER POLE WITH A GUY WIRE, AND 1 FOOT EAST OF A
 LH0384'WITNESS POST SIGN.  THE MARK 4 INCHES AND THE DISK IS STAMPED
 LH0384'L 250 1947 RESET 1962.
 LH0384
 LH0384                          STATION RECOVERY (2005)
 LH0384
 LH0384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0384'STATION WAS FOUND BY JERRY PENRY AND GENE THOMSEN IN GOOD CONDITION
 LH0384'1.5 FEET BELOW THE SURFACE OF A CULTIVATED FIELD, 250.4 FEET NORTH OF
 LH0384'THE CENTERLINE OF US HIGHWAY 284/4 AND 43 FEET EAST OF AN OLD
 LH0384'NORTH-SOUTH FENCE LINE RIDGE DIVIDING THE SE AND SW QUARTERS OF
 LH0384'SECTION 24, T4N, R11W.
 LH0384'THE STATION IS A STANDARD USC AND GS BRONZE DISK STAMPED BLUE HILL
 LH0384'1898 AND SET IN THE CENTER OF A 16 INCH DIAMETER CONCRETE MONUMENT. A
 LH0384'ONE-HALF INCH REINFORCING ROD 24 INCHES LONG WAS DRIVEN ON THE NORTH
 LH0384'SIDE OF THE MONUMENT.
 LH0384'
 LH0384'TO REACH STATION BLUE HILL, FROM THE INTERSECTION OF NORTH-SOUTH US
 LH0384'HIGHWAY 281 AND EAST-WEST CASS STREET, LOCATED IN THE NORTHEASTERN
 LH0384'CORNER OF BLUE HILL NEBRASKA, GO SOUTH ON HIGHWAY 281 FOR 3.0 MILES TO
 LH0384'THE JUNCTION WITH STATE HIGHWAY 4. GO WEST 3.5 MILES ON US HIGHWAY
 LH0384'281/4 TO THE STATION LOCATED ON A SMALL HILL 250.4 FEET NORTH OF THE
 LH0384'CENTERLINE OF THE HIGHWAY.
 LH0384'
 LH0384'SETTING ON THE MARK BLUE HILL, WE MEASURED DISTANCES USING A EDM AND
 LH0384'TURNED ANGLES TO NEARBY STATIONS WITH AN ASSUMED ANGLE OF 00 DEGREES
 LH0384'00 MINUTES, 00 SECONDS TO BENCHMARK L-250 RESET WHICH IS EASTERLY
 LH0384'4107.49 FEET TO L-250 RESET, ANGLE 0 DEGREES 0 MIN. 0 SECONDS.
 LH0384'
 LH0384'THENCE SSW 151.78 FEET TO REFERENCE MARK NO. 3 ANGLE BENING 103 DEG.
 LH0384'58 MIN. 38 SEC. THENCE WEST 43.27 FEET TO BENCMARK G 4 ANGLE 176 DEG.
 LH0384'49 MIN. 53 SEC. THENCE NW 4277.50 FEET TO USC AND GS AND SS BENCHMARK
 LH0384'NO 361 ANGLE 229 DEG. 34 MIN. 47 SEC.
 LH0384'
 LH0384'REFERENCE MARK NO.1 IS AN 8 INCH SQUARE WHITE MARBLE POST DESIGNATED
 LH0384'AS USC AND GS GENCHMARK G4 AND ENGRAVED WITH CROSSCUT LINES AND THE
 LH0384'LETTERS USCS ON THE TOP.
 LH0384'IT WAS FOUND IN GOOD CONDITION 1 FOOT BELOW THE SURFACE IN A RIDGE
 LH0384'WHERE THE FORMER NORTH-SOUTH FENCE WAS LOCATED AND 250 FEET NORTH OF
 LH0384'THE CENTERLINE OF THE HIGHWAY. MEASURED DISTANCES BY EDM TO NEARBY
 LH0384'STATIONS ARE EAST 43.27 FEET TO TRIANGULATION STATION BLUE HILL AND
 LH0384'SOUTH 145.04 FEET TO REFERENCE MARK NO. 3.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1189 ***********************************************************************
 LH1189  DESIGNATION -  BLUE HILL MUNICIPAL STANDPIPE
 LH1189  PID         -  LH1189
 LH1189  STATE/COUNTY-  NE/WEBSTER
 LH1189  COUNTRY     -  US
 LH1189  USGS QUAD   -  BLUE HILL (2017)
 LH1189
 LH1189                         *CURRENT SURVEY CONTROL
 LH1189  ______________________________________________________________________
 LH1189* NAD 83(1995) POSITION- 40 19 58.90874(N) 098 27 01.22179(W)   ADJUSTED
 LH1189  ______________________________________________________________________
 LH1189  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 LH1189  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LH1189  HORZ ORDER      -  THIRD
 LH1189
 LH1189.The horizontal coordinates were established by classical geodetic methods
 LH1189.and adjusted by the National Geodetic Survey in August 1997.
 LH1189
 LH1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1189.GEOID18 height accuracy estimate available here.
 LH1189
 LH1189.Click photographs - Photos may exist for this station.
 LH1189
 LH1189.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1189
 LH1189. The following values were computed from the NAD 83(1995) position.
 LH1189
 LH1189;                    North         East     Units Scale Factor Converg.
 LH1189;SPC NE       -    56,662.569   631,661.692   MT  0.99986602   +1 01 37.0
 LH1189;SPC NE       -   185,900.45  2,072,376.73   sFT  0.99986602   +1 01 37.0
 LH1189;UTM  14      - 4,464,866.335   546,690.254   MT  0.99962683   +0 21 20.7
 LH1189
 LH1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4669064866(NAD 83)
 LH1189
 LH1189                          SUPERSEDED SURVEY CONTROL
 LH1189
 LH1189  NAD 83(1986)-  40 19 58.91503(N)    098 27 01.22074(W) AD(       ) 3
 LH1189  NAD 27      -  40 19 58.86100(N)    098 27 00.01100(W) AD(       ) 3
 LH1189  USSD        -  40 19 58.90000(N)    098 26 59.98000(W) AD(       ) 3
 LH1189
 LH1189.Superseded values are not recommended for survey control.
 LH1189
 LH1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1189.See file dsdata.pdf to determine how the superseded data were derived.
 LH1189
 LH1189_MARKER: 52 = STANDPIPE TANK
 LH1189
 LH1189  HISTORY     - Date     Condition        Report By
 LH1189  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1189  HISTORY     - 1935     GOOD             CGS
 LH1189  HISTORY     - 1947     GOOD             CGS
 LH1189  HISTORY     - 1951     GOOD             CGS
 LH1189  HISTORY     - 1980     GOOD             NGS
 LH1189
 LH1189                          STATION DESCRIPTION
 LH1189
 LH1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1189'THE ORIGINAL STANDPIPE, ERECTED BEFORE 1890, IS STILL STANDING.
 LH1189
 LH1189                          STATION RECOVERY (1947)
 LH1189
 LH1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1189'IT IS LOCATED IN THE NORTHWEST SECTION OF THE BUSINESS DISTRICT,
 LH1189'145 FEET NORTH OF THE WEST END OF MAIN ST. AND 141 FEET
 LH1189'NORTHEAST OF THE NORTHEAST CORNER OF THE DEPOT.  IT IS A
 LH1189'CYLINDRICAL STEEL STRUCTURE WITH A STEEL DESIGNED RAILING AROUND
 LH1189'THE TOP.  IT IS 12 FEET IN DIAMETER AND 112 FEET IN HEIGHT.  THE
 LH1189'CENTER OF THE STANDPIPE WAS THE POINT OBSERVED UPON.
 LH1189'
 LH1189'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LH1189
 LH1189                          STATION RECOVERY (1951)
 LH1189
 LH1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1189'THE STATION IS LOCATED 150 FEET NORTHEAST OF THE DEPOT AND AT THE
 LH1189'WEST EDGE OF BLUE HILL.  IT IS A CYLINDRICAL STEEL STRUCTURE WITH
 LH1189'A FLAT TOP ROOF AND SET ON AN 8 SIDED CONCRETE BASE.  IT HAS AN
 LH1189'OVERALL HEIGHT OF ABOUT 110 FEET AND 12 FEET IN DIAMETER.
 LH1189'THE TANK IS PAINTED SILVER AND HAS THE BLACK LETTERING BLUE HILL
 LH1189'ON THE EAST SIDE.
 LH1189'
 LH1189'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 LH1189
 LH1189                          STATION RECOVERY (1980)
 LH1189
 LH1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1189'THE STATION, BLUE HILL MUNICIPAL STANDPIPE, WAS RECOVERED IN GOOD
 LH1189'CONDITION AND AS PREVIOUSLY DESCRIBED IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1188 ***********************************************************************
 LH1188  DESIGNATION -  BLUE HILL SCHOOLHOUSE CUPOLA
 LH1188  PID         -  LH1188
 LH1188  STATE/COUNTY-  NE/WEBSTER
 LH1188  COUNTRY     -  US
 LH1188  USGS QUAD   -  BLUE HILL (2017)
 LH1188
 LH1188                         *CURRENT SURVEY CONTROL
 LH1188  ______________________________________________________________________
 LH1188* NAD 83(1995) POSITION- 40 19 43.74024(N) 098 27 00.52417(W)   ADJUSTED
 LH1188  ______________________________________________________________________
 LH1188  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 LH1188  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 LH1188  HORZ ORDER      -  THIRD
 LH1188
 LH1188.The horizontal coordinates were established by classical geodetic methods
 LH1188.and adjusted by the National Geodetic Survey in August 1997.
 LH1188
 LH1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1188.GEOID18 height accuracy estimate available here.
 LH1188
 LH1188.Click photographs - Photos may exist for this station.
 LH1188
 LH1188.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1188
 LH1188. The following values were computed from the NAD 83(1995) position.
 LH1188
 LH1188;                    North         East     Units Scale Factor Converg.
 LH1188;SPC NE       -    56,195.133   631,686.539   MT  0.99986751   +1 01 37.5
 LH1188;SPC NE       -   184,366.87  2,072,458.25   sFT  0.99986751   +1 01 37.5
 LH1188;UTM  14      - 4,464,398.753   546,709.620   MT  0.99962686   +0 21 21.1
 LH1188
 LH1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4670964398(NAD 83)
 LH1188
 LH1188                          SUPERSEDED SURVEY CONTROL
 LH1188
 LH1188  NAD 83(1986)-  40 19 43.74645(N)    098 27 00.52297(W) AD(       ) 3
 LH1188  NAD 27      -  40 19 43.70000(N)    098 26 59.30700(W) AD(       ) 3
 LH1188  USSD        -  40 19 43.75000(N)    098 26 59.29000(W) AD(       ) 3
 LH1188
 LH1188.Superseded values are not recommended for survey control.
 LH1188
 LH1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1188.See file dsdata.pdf to determine how the superseded data were derived.
 LH1188
 LH1188_MARKER: 86 = CUPOLA
 LH1188
 LH1188  HISTORY     - Date     Condition        Report By
 LH1188  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1188  HISTORY     - 1935     GOOD             CGS
 LH1188
 LH1188                          STATION DESCRIPTION
 LH1188
 LH1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1188'THE OLD SCHOOL BUILDING AT BLUE HILL WAS REMOVED AND A NEW
 LH1188'BUILDING ERECTED IN 1923.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1187 ***********************************************************************
 LH1187  DESIGNATION -  BLUE HILL TRINITY LUTH CHURCH
 LH1187  PID         -  LH1187
 LH1187  STATE/COUNTY-  NE/WEBSTER
 LH1187  COUNTRY     -  US
 LH1187  USGS QUAD   -  BLUE HILL (2017)
 LH1187
 LH1187                         *CURRENT SURVEY CONTROL
 LH1187  ______________________________________________________________________
 LH1187* NAD 83(1995) POSITION- 40 20 05.23004(N) 098 26 49.74962(W)   ADJUSTED
 LH1187  ______________________________________________________________________
 LH1187  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 LH1187  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1187  HORZ ORDER      -  THIRD
 LH1187
 LH1187.The horizontal coordinates were established by classical geodetic methods
 LH1187.and adjusted by the National Geodetic Survey in August 1997.
 LH1187
 LH1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1187.GEOID18 height accuracy estimate available here.
 LH1187
 LH1187.Click photographs - Photos may exist for this station.
 LH1187
 LH1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1187
 LH1187. The following values were computed from the NAD 83(1995) position.
 LH1187
 LH1187;                    North         East     Units Scale Factor Converg.
 LH1187;SPC NE       -    56,862.348   631,928.910   MT  0.99986540   +1 01 44.6
 LH1187;SPC NE       -   186,555.89  2,073,253.43   sFT  0.99986540   +1 01 44.6
 LH1187;UTM  14      - 4,465,062.923   546,959.730   MT  0.99962714   +0 21 28.2
 LH1187
 LH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4695965062(NAD 83)
 LH1187
 LH1187                          SUPERSEDED SURVEY CONTROL
 LH1187
 LH1187  NAD 83(1986)-  40 20 05.23649(N)    098 26 49.74849(W) AD(       ) 3
 LH1187  NAD 27      -  40 20 05.18300(N)    098 26 48.53500(W) AD(       ) 3
 LH1187
 LH1187.Superseded values are not recommended for survey control.
 LH1187
 LH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1187.See file dsdata.pdf to determine how the superseded data were derived.
 LH1187
 LH1187_MARKER: 91 = CHURCH CROSS
 LH1187
 LH1187  HISTORY     - Date     Condition        Report By
 LH1187  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1187
 LH1187                          STATION DESCRIPTION
 LH1187
 LH1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1187'THE STATION IS LOCATED AT THE NORTH EDGE OF BLUE HILL, 50 FEET
 LH1187'NORTH OF AN EAST-WEST STREET AND 50 FEET EAST OF A NORTH-SOUTH
 LH1187'STREET.  THE OVERALL HEIGHT IS ABOUT 75 FEET.
 LH1187'
 LH1187'THE CROSS AT THE APEX OF THE SPIRE WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0470 ***********************************************************************
 NM0470  DESIGNATION -  BLUE RM 1
 NM0470  PID         -  NM0470
 NM0470  STATE/COUNTY-  NE/DAKOTA
 NM0470  COUNTRY     -  US
 NM0470  USGS QUAD   -  HOMER (2017)
 NM0470
 NM0470                         *CURRENT SURVEY CONTROL
 NM0470  ______________________________________________________________________
 NM0470* NAD 83(1986) POSITION- 42 20 19.86   (N) 096 26 55.86   (W)   HD_HELD1
 NM0470* NAVD 88 ORTHO HEIGHT -   332.912 (meters)     1092.23  (feet) ADJUSTED
 NM0470  ______________________________________________________________________
 NM0470  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 NM0470  DYNAMIC HEIGHT  -        332.804 (meters)     1091.87  (feet) COMP
 NM0470  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 NM0470
 NM0470  VERT ORDER      -  SECOND    CLASS 0
 NM0470
 NM0470.The horizontal coordinates were determined by differentially corrected
 NM0470.hand held GPS observations or other comparable positioning techniques
 NM0470.and have an estimated accuracy of +/- 3 meters.
 NM0470
 NM0470.The orthometric height was determined by differential leveling and
 NM0470.adjusted by the NATIONAL GEODETIC SURVEY
 NM0470.in June 1991.
 NM0470
 NM0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0470.GEOID18 height accuracy estimate available here.
 NM0470
 NM0470.Click photographs - Photos may exist for this station.
 NM0470
 NM0470.The dynamic height is computed by dividing the NAVD 88
 NM0470.geopotential number by the normal gravity value computed on the
 NM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0470.degrees latitude (g = 980.6199 gals.).
 NM0470
 NM0470.The modeled gravity was interpolated from observed gravity values.
 NM0470
 NM0470;                    North         East    Units  Estimated Accuracy
 NM0470;SPC NE       -   284,193.8     792,498.2     MT  (+/- 3 meters HH1 GPS) 
 NM0470
 NM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1016290551(NAD 83)
 NM0470
 NM0470                          SUPERSEDED SURVEY CONTROL
 NM0470
 NM0470  NGVD 29 (??/??/92)  332.755  (m)         1091.71   (f) ADJ UNCH    2 0
 NM0470
 NM0470.Superseded values are not recommended for survey control.
 NM0470
 NM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0470.See file dsdata.pdf to determine how the superseded data were derived.
 NM0470
 NM0470_MARKER: DR = REFERENCE MARK DISK
 NM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0470_STAMPING: BLUE NO 1 1948
 NM0470_MARK LOGO: CGS
 NM0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0470+STABILITY: SURFACE MOTION
 NM0470
 NM0470  HISTORY     - Date     Condition        Report By
 NM0470  HISTORY     - 1948     MONUMENTED       CGS
 NM0470  HISTORY     - 1949     GOOD             CGS
 NM0470  HISTORY     - 19850325 SEE DESCRIPTION  NGS
 NM0470
 NM0470                          STATION DESCRIPTION
 NM0470
 NM0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0470'5 MI NE FROM HOMER.
 NM0470'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0470'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.3 MILES
 NM0470'NORTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MARRY K.
 NM0470'LEBAHN, 154 FEET WEST OF THE CENER LINE OF THE NORTH-SOUTH ROAD,
 NM0470'9 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 113.5
 NM0470'FEET SOUTHWEST OF TRIANGULATION STATION BLUE 1948, 1.0 FOOT SOUTH
 NM0470'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0470'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0470
 NM0470                          STATION RECOVERY (1985)
 NM0470
 NM0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0470'THE MARK WAS SEARCHED FOR AND NOT FOUND.  A DIRECT ANGLE WAS TURNED TO
 NM0470'THE MARKS LOCATION AND THE DISTANCE MEASURED TO IT, WITH NO RESULTS.
 NM0470'IT IS PRESUMED TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0471 ***********************************************************************
 NM0471  DESIGNATION -  BLUE RM 2
 NM0471  PID         -  NM0471
 NM0471  STATE/COUNTY-  NE/DAKOTA
 NM0471  COUNTRY     -  US
 NM0471  USGS QUAD   -  HOMER (2017)
 NM0471
 NM0471                         *CURRENT SURVEY CONTROL
 NM0471  ______________________________________________________________________
 NM0471* NAD 83(1986) POSITION- 42 20 22.15   (N) 096 26 54.99   (W)   HD_HELD1
 NM0471* NAVD 88 ORTHO HEIGHT -   333.194 (meters)     1093.15  (feet) ADJUSTED
 NM0471  ______________________________________________________________________
 NM0471  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 NM0471  DYNAMIC HEIGHT  -        333.086 (meters)     1092.80  (feet) COMP
 NM0471  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 NM0471
 NM0471  VERT ORDER      -  SECOND    CLASS 0
 NM0471
 NM0471.The horizontal coordinates were determined by differentially corrected
 NM0471.hand held GPS observations or other comparable positioning techniques
 NM0471.and have an estimated accuracy of +/- 3 meters.
 NM0471
 NM0471.The orthometric height was determined by differential leveling and
 NM0471.adjusted by the NATIONAL GEODETIC SURVEY
 NM0471.in June 1991.
 NM0471
 NM0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0471.GEOID18 height accuracy estimate available here.
 NM0471
 NM0471.Click photographs - Photos may exist for this station.
 NM0471
 NM0471.The dynamic height is computed by dividing the NAVD 88
 NM0471.geopotential number by the normal gravity value computed on the
 NM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0471.degrees latitude (g = 980.6199 gals.).
 NM0471
 NM0471.The modeled gravity was interpolated from observed gravity values.
 NM0471
 NM0471;                    North         East    Units  Estimated Accuracy
 NM0471;SPC NE       -   284,265.2     792,515.2     MT  (+/- 3 meters HH1 GPS) 
 NM0471
 NM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1017990623(NAD 83)
 NM0471
 NM0471                          SUPERSEDED SURVEY CONTROL
 NM0471
 NM0471  NGVD 29 (??/??/92)  333.037  (m)         1092.64   (f) ADJ UNCH    2 0
 NM0471
 NM0471.Superseded values are not recommended for survey control.
 NM0471
 NM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0471.See file dsdata.pdf to determine how the superseded data were derived.
 NM0471
 NM0471_MARKER: DR = REFERENCE MARK DISK
 NM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0471_STAMPING: BLUE NO 2 1948
 NM0471_MARK LOGO: CGS
 NM0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0471+STABILITY: SURFACE MOTION
 NM0471
 NM0471  HISTORY     - Date     Condition        Report By
 NM0471  HISTORY     - 1948     MONUMENTED       CGS
 NM0471  HISTORY     - 1949     GOOD             CGS
 NM0471  HISTORY     - 19850325 GOOD             NGS
 NM0471
 NM0471                          STATION DESCRIPTION
 NM0471
 NM0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0471'5 MI NE FROM HOMER.
 NM0471'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0471'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.3 MILES
 NM0471'NORTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MARRY K.
 NM0471'LEBAHN, 81 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0471'ROAD, 43.0 FEET SOUTHWEST OF A FENCE CORNER POST, 14.0 FEET
 NM0471'SOUTH OF A FENCE, 165.3 FEET NORTH OF TRIANGULATION STATION BLUE
 NM0471'1948, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM0471'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0471
 NM0471                          STATION RECOVERY (1985)
 NM0471
 NM0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0471'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 8.8 KM (5.5 MI) SOUTH
 NM0471'FROM DAKOTA CITY, 3.6 KM (2.2 MI) NORTHEAST FROM HOMER, 2.4 KM
 NM0471'(1.5 MI) EAST FROM U.S. HIGHWAY 77 AND ON PROPERTY OWNED BY MR. AND
 NM0471'MRS. WILBUR QUICK, RURAL ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA
 NM0471'68731.  TELEPHONE 402 987 3879.
 NM0471'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM0471'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM0471'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM0471'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM0471'CONTINUE NORTH FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN
 NM0471'RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND
 NM0471'GO NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM0471'THE MARK ON THE LEFT.
 NM0471'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NM0471'ABOUT 0.010 M (0.033 FT) ABOVE THE GROUND SURFACE.  IT IS 65.4 M
 NM0471'(214.6 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY AND 22.2 M
 NM0471'(72.8 FT) WEST FROM THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2003 ***********************************************************************
 NM2003  DESIGNATION -  BLUE RM 3
 NM2003  PID         -  NM2003
 NM2003  STATE/COUNTY-  NE/DAKOTA
 NM2003  COUNTRY     -  US
 NM2003  USGS QUAD   -  HOMER (2017)
 NM2003
 NM2003                         *CURRENT SURVEY CONTROL
 NM2003  ______________________________________________________________________
 NM2003* NAD 83(1986) POSITION- 42 20 21.76   (N) 096 26 54.71   (W)   HD_HELD1
 NM2003* NAVD 88 ORTHO HEIGHT -   333.07  (meters)     1092.7   (feet) RESET
 NM2003  ______________________________________________________________________
 NM2003  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 NM2003  VERT ORDER      -  THIRD
 NM2003
 NM2003.The horizontal coordinates were determined by differentially corrected
 NM2003.hand held GPS observations or other comparable positioning techniques
 NM2003.and have an estimated accuracy of +/- 3 meters.
 NM2003
 NM2003.The orthometric height was computed from unverified reset data.
 NM2003
 NM2003.No vertical observational check was made to the station.
 NM2003
 NM2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2003.GEOID18 height accuracy estimate available here.
 NM2003
 NM2003.Click photographs - Photos may exist for this station.
 NM2003
 NM2003;                    North         East    Units  Estimated Accuracy
 NM2003;SPC NE       -   284,253.5     792,522.1     MT  (+/- 3 meters HH1 GPS) 
 NM2003
 NM2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1018690611(NAD 83)
 NM2003
 NM2003                          SUPERSEDED SURVEY CONTROL
 NM2003
 NM2003  NGVD 29 (01/31/13)  332.91   (m)         1092.2    (f) RESET       3  
 NM2003
 NM2003.Superseded values are not recommended for survey control.
 NM2003
 NM2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2003.See file dsdata.pdf to determine how the superseded data were derived.
 NM2003
 NM2003_MARKER: DR = REFERENCE MARK DISK
 NM2003_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM2003_SP_SET: CONCRETE FOUNDATION, GRAIN BIN
 NM2003_STAMPING: BLUE 1948 NO 3 1985
 NM2003_MARK LOGO: NGS
 NM2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2003+STABILITY: SURFACE MOTION
 NM2003
 NM2003  HISTORY     - Date     Condition        Report By
 NM2003  HISTORY     - 1985     MONUMENTED       NGS
 NM2003
 NM2003                          STATION DESCRIPTION
 NM2003
 NM2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 NM2003'53.6 M (175.9 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY TO THE
 NM2003'WILBUR QUICK FARM HOUSE, 37.88 M (124.28 FT) NORTH FROM THE
 NM2003'TRIANGULATION STATION, 17.4 M (57.1 FT) WEST FROM THE CENTERLINE OF
 NM2003'THE COUNTY ROAD AND, IN THE EAST EDGE OF THE CONCRETE FOUNDATION FOR
 NM2003'A ROUND METAL GRAIN STORAGE BIN.
 NM2003'THE MARK IS LOCATED, ABOUT 8.8 KM (5.5 MI) SOUTH FROM DAKOTA CITY, 3.6
 NM2003'KM (2.2 MI) NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S.
 NM2003'HIGHWAY 77 AND ON PROPERTY OWNED BY MR. AND MRS. WILBUR QUICK, RURAL
 NM2003'ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA  68731. TELEPHONE 402 987
 NM2003'3879.
 NM2003'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM2003'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM2003'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM2003'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM2003'CONTINUE NORTH FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN
 NM2003'RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND
 NM2003'GO NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM2003'THE MARK ON THE LEFT.
 NM2003'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE EAST SIDE OF THE
 NM2003'CONCRETE FOUNDATION FOR A ROUND, METAL GRAIN BIN.  IT IS 53.6 M
 NM2003'(175.9 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY AND 17.4 M
 NM2003'(57.1 FT) WEST FROM THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2004 ***********************************************************************
 NM2004  DESIGNATION -  BLUE RM 4
 NM2004  PID         -  NM2004
 NM2004  STATE/COUNTY-  NE/DAKOTA
 NM2004  COUNTRY     -  US
 NM2004  USGS QUAD   -  HOMER (2017)
 NM2004
 NM2004                         *CURRENT SURVEY CONTROL
 NM2004  ______________________________________________________________________
 NM2004* NAD 83(1986) POSITION- 42 20 20.58   (N) 096 26 55.55   (W)   HD_HELD1
 NM2004* NAVD 88 ORTHO HEIGHT -   333.16  (meters)     1093.0   (feet) RESET
 NM2004  ______________________________________________________________________
 NM2004  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 NM2004  VERT ORDER      -  THIRD
 NM2004
 NM2004.The horizontal coordinates were determined by differentially corrected
 NM2004.hand held GPS observations or other comparable positioning techniques
 NM2004.and have an estimated accuracy of +/- 3 meters.
 NM2004
 NM2004.The orthometric height was computed from unverified reset data.
 NM2004
 NM2004.No vertical observational check was made to the station.
 NM2004
 NM2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2004.GEOID18 height accuracy estimate available here.
 NM2004
 NM2004.Click photographs - Photos may exist for this station.
 NM2004
 NM2004;                    North         East    Units  Estimated Accuracy
 NM2004;SPC NE       -   284,216.3     792,504.4     MT  (+/- 3 meters HH1 GPS) 
 NM2004
 NM2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1016890574(NAD 83)
 NM2004
 NM2004                          SUPERSEDED SURVEY CONTROL
 NM2004
 NM2004  NGVD 29 (01/31/13)  333.00   (m)         1092.5    (f) RESET       3  
 NM2004
 NM2004.Superseded values are not recommended for survey control.
 NM2004
 NM2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2004.See file dsdata.pdf to determine how the superseded data were derived.
 NM2004
 NM2004_MARKER: DR = REFERENCE MARK DISK
 NM2004_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM2004_SP_SET: CONCRETE FOUNDATION, CORN CRIB
 NM2004_STAMPING: BLUE 1948 NO 4 1985
 NM2004_MARK LOGO: NGS
 NM2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2004+STABILITY: SURFACE MOTION
 NM2004
 NM2004  HISTORY     - Date     Condition        Report By
 NM2004  HISTORY     - 1985     MONUMENTED       NGS
 NM2004
 NM2004                          STATION DESCRIPTION
 NM2004
 NM2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 NM2004'AT THE SITE OF TRIANGULATION STATION BLUE 1948, 37.8 M (124.0 FT)
 NM2004'WEST FROM THE CENTERLINE OF THE COUNTY ROAD, 20.68 M (67.85 FT) WEST
 NM2004'FROM THE TRIANGULATION STATION, 17.7 M (58.1 FT) NORTH FROM THE
 NM2004'CENTERLINE OF THE DRIVEWAY TO THE WILBUR QUICK FARM HOUSE, IN THE
 NM2004'EAST EDGE OF THE CONCRETE FOUNDATION FOR A ROUND WIRE MESH CORN CRIB.
 NM2004'THE MARK IS LOCATED, ABOUT 8.8 KM (5.5 MI) SOUTH FROM DAKOTA CITY, 3.6
 NM2004'KM (2.2 MI) NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S.
 NM2004'HIGHWAY 77 AND ON PROPERTY OWNED BY MR. AND MRS. WILBUR QUICK, RURAL
 NM2004'ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA  68731. TELEPHONE 402 987
 NM2004'3879.
 NM2004'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM2004'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM2004'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM2004'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM2004'CONTINUE NORTH FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN
 NM2004'RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND
 NM2004'GO NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM2004'THE MARK ON THE LEFT.
 NM2004'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE EAST SIDE OF THE
 NM2004'CONCRETE FOUNDATION FOR A ROUND, WIRE-MESHED CORN CRIB.  IT IS 37.8 M
 NM2004'(124.0 FT) WEST FROM THE CENTERLINE OF THE ROAD AND 17.7 M (58.1 FT)
 NM2004'NORTH FROM THE CENTERLINE OF THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1933 ***********************************************************************
 MK1933  DESIGNATION -  BLUFF
 MK1933  PID         -  MK1933
 MK1933  STATE/COUNTY-  NE/NANCE
 MK1933  COUNTRY     -  US
 MK1933  USGS QUAD   -  FULLERTON (2017)
 MK1933
 MK1933                         *CURRENT SURVEY CONTROL
 MK1933  ______________________________________________________________________
 MK1933* NAD 83(1995) POSITION- 41 22 09.41648(N) 097 59 16.10175(W)   ADJUSTED
 MK1933* NAVD 88 ORTHO HEIGHT -   550.    (meters)     1804.    (feet) SCALED
 MK1933  ______________________________________________________________________
 MK1933  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 MK1933  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 MK1933  HORZ ORDER      -  THIRD
 MK1933
 MK1933.The horizontal coordinates were established by classical geodetic methods
 MK1933.and adjusted by the National Geodetic Survey in August 1997.
 MK1933
 MK1933.The orthometric height was scaled from a topographic map.
 MK1933
 MK1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1933.GEOID18 height accuracy estimate available here.
 MK1933
 MK1933.Click photographs - Photos may exist for this station.
 MK1933
 MK1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1933
 MK1933. The following values were computed from the NAD 83(1995) position.
 MK1933
 MK1933;                    North         East     Units Scale Factor Converg.
 MK1933;SPC NE       -   172,487.466   668,275.701   MT  0.99966142   +1 20 00.5
 MK1933;SPC NE       -   565,902.63  2,192,501.20   sFT  0.99966142   +1 20 00.5
 MK1933;UTM  14      - 4,580,246.431   584,650.735   MT  0.99968819   +0 40 08.4
 MK1933
 MK1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1933!SPC NE       -   0.99991760  x   0.99966142  =   0.99957905
 MK1933!UTM  14      -   0.99991760  x   0.99968819  =   0.99960582
 MK1933
 MK1933:                Primary Azimuth Mark                     Grid Az
 MK1933:SPC NE       -  PEREGRINE                                178 17 57.0
 MK1933:UTM  14      -  PEREGRINE                                178 57 49.1
 MK1933
 MK1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8465080246(NAD 83)
 MK1933
 MK1933|---------------------------------------------------------------------|
 MK1933| PID    Reference Object                     Distance      Geod. Az  |
 MK1933|                                                           dddmmss.s |
 MK1933| DQ7039 BLUFF RM 1                           15.483 METERS 12741     |
 MK1933| MK1934 PEREGRINE                           APPROX. 8.1 KM 1793757.5 |
 MK1933| DQ7040 BLUFF RM 2                           13.878 METERS 28509     |
 MK1933| DQ7041 BLUFF AZ MK                                        3013510.2 |
 MK1933|---------------------------------------------------------------------|
 MK1933
 MK1933                          SUPERSEDED SURVEY CONTROL
 MK1933
 MK1933  NAD 83(1986)-  41 22 09.42255(N)    097 59 16.10616(W) AD(       ) 3
 MK1933  NAD 27      -  41 22 09.36600(N)    097 59 14.89400(W) AD(       ) 3
 MK1933
 MK1933.Superseded values are not recommended for survey control.
 MK1933
 MK1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1933.See file dsdata.pdf to determine how the superseded data were derived.
 MK1933
 MK1933_MARKER: DD = SURVEY DISK
 MK1933_SETTING: 0 = UNSPECIFIED SETTING
 MK1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1933
 MK1933  HISTORY     - Date     Condition        Report By
 MK1933  HISTORY     - 1950     MONUMENTED       CGS
 MK1933
 MK1933                          STATION DESCRIPTION
 MK1933
 MK1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1933'THE STATION IS LOCATED ABOUT 1 MILE WEST OF FULLERTON AND ABOUT
 MK1933'1/2 MILE EAST OF CEDAR RIVER.  IT IS 18 FEET NORTH OF THE
 MK1933'CENTERLINE OF A DIRT ROAD, 7 FEET SOUTHWEST OF A WHITE WITNESS
 MK1933'POST AND 3 FEET SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH
 MK1933'WITH THE GROUND AND THE DISK IS STAMPED BLUFF 1950.
 MK1933'
 MK1933'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF THE CENTERLINE OF A
 MK1933'DIRT ROAD, AND 2 FEET EAST OF A FENCELINE.  THE MARK PROJECTS
 MK1933'ABOUT 6 INCHES AND THE DISK IS STAMPED BLUFF NO 1 1950.
 MK1933'
 MK1933'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTERLINE OF A
 MK1933'DIRT ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 MK1933'ABOUT 5 INCHES AND THE DISK IS STAMPED BLUFF NO 2 1950.
 MK1933'
 MK1933'AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 MK1933'16 FEET WEST OF THE EDGE OF A HIGH BLUFF AND 3 FEET SOUTH OF A
 MK1933'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 MK1933'DISK IS STAMPED BLUFF 1950.
 MK1933'
 MK1933'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FULLERTON,
 MK1933'GO NORTH ON STATE ROUTE 22 FOR 0.3 MILE TO A CROSS STREETS.
 MK1933'(THIS IS ONE BLOCK NORTH OF A PHILLIPS SERVICE STATION).  TURN
 MK1933'LEFT (WEST) ON A DIRT ROAD AND GO 0.45 MILE TO A T-ROAD.  TURN
 MK1933'RIGHT (NORTH) FOR ABOUT 100 YARDS TO WHERE MAIN ROAD TURNS WEST.
 MK1933'TURN LEFT (WEST) AND FOLLOW WINDING ROAD FOR 0.5 MILE TO STATION
 MK1933'ON RIGHT JUST AFTER MAKING A SHARP TURN.
 MK1933'
 MK1933'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A WINDING
 MK1933'ROAD FOR 0.6 MILE TO MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0707 ***********************************************************************
 NP0707  DESIGNATION -  BLUNDELL
 NP0707  PID         -  NP0707
 NP0707  STATE/COUNTY-  NE/DAWES
 NP0707  COUNTRY     -  US
 NP0707  USGS QUAD   -  BOX BUTTE RESERVOIR EAST (2017)
 NP0707
 NP0707                         *CURRENT SURVEY CONTROL
 NP0707  ______________________________________________________________________
 NP0707* NAD 83(1995) POSITION- 42 28 13.55918(N) 103 01 12.64684(W)   ADJUSTED
 NP0707* NAVD 88 ORTHO HEIGHT -  1274.    (meters)     4180.    (feet) SCALED
 NP0707  ______________________________________________________________________
 NP0707  GEOID HEIGHT    -        -18.200 (meters)                     GEOID18
 NP0707  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 NP0707  HORZ ORDER      -  FIRST
 NP0707
 NP0707.The horizontal coordinates were established by classical geodetic methods
 NP0707.and adjusted by the National Geodetic Survey in August 1997.
 NP0707
 NP0707.The orthometric height was scaled from a topographic map.
 NP0707
 NP0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0707.GEOID18 height accuracy estimate available here.
 NP0707
 NP0707.Click photographs - Photos may exist for this station.
 NP0707
 NP0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0707
 NP0707. The following values were computed from the NAD 83(1995) position.
 NP0707
 NP0707;                    North         East     Units Scale Factor Converg.
 NP0707;SPC NE       -   297,136.019   251,727.348   MT  0.99980045   -2 00 05.3
 NP0707;SPC NE       -   974,853.76    825,875.47   sFT  0.99980045   -2 00 05.3
 NP0707;UTM  13      - 4,703,909.060   662,753.714   MT  0.99992591   +1 20 13.5
 NP0707
 NP0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0707!SPC NE       -   0.99980315  x   0.99980045  =   0.99960364
 NP0707!UTM  13      -   0.99980315  x   0.99992591  =   0.99972907
 NP0707
 NP0707:                Primary Azimuth Mark                     Grid Az
 NP0707:SPC NE       -  HUCKE                                    224 18 49.0
 NP0707:UTM  13      -  HUCKE                                    220 58 30.2
 NP0707
 NP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6275303909(NAD 83)
 NP0707
 NP0707|---------------------------------------------------------------------|
 NP0707| PID    Reference Object                     Distance      Geod. Az  |
 NP0707|                                                           dddmmss.s |
 NP0707| CP9683 BLUNDELL RM 2                        44.352 METERS 14352     |
 NP0707| NP0353 HUCKE                               APPROX.18.3 KM 2221843.7 |
 NP0707| CP9681 BLUNDELL AZ MK                                     2345722.6 |
 NP0707| CP9682 BLUNDELL RM 1                        37.097 METERS 35224     |
 NP0707|---------------------------------------------------------------------|
 NP0707
 NP0707                          SUPERSEDED SURVEY CONTROL
 NP0707
 NP0707  NAD 83(1993)-  42 28 13.55936(N)    103 01 12.64701(W) AD(       ) 1
 NP0707  NAD 83(1986)-  42 28 13.55561(N)    103 01 12.64053(W) AD(       ) 1
 NP0707  NAD 27      -  42 28 13.68800(N)    103 01 10.97000(W) AD(       ) 1
 NP0707
 NP0707.Superseded values are not recommended for survey control.
 NP0707
 NP0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0707.See file dsdata.pdf to determine how the superseded data were derived.
 NP0707
 NP0707_MARKER: DS = TRIANGULATION STATION DISK
 NP0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0707_STAMPING: BLUNDELL 1934
 NP0707_MARK LOGO: CGS
 NP0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0707+STABILITY: SURFACE MOTION
 NP0707
 NP0707  HISTORY     - Date     Condition        Report By
 NP0707  HISTORY     - 1934     MONUMENTED       CGS
 NP0707  HISTORY     - 1946     GOOD             CGS
 NP0707  HISTORY     - 1967     GOOD             USAF
 NP0707
 NP0707                          STATION DESCRIPTION
 NP0707
 NP0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0707'THIS STATION IS ON A GRASSY KNOLL 10 MILES, AIRLINE, NNE OF
 NP0707'HEMINGFORD, 4-1/2 MILES W OF DUNLAP, 1-1/4 MILES N OF HIGHWAY
 NP0707'ALONG THE N SIDE OF NIOBRARA RIVER, AND ABOUT ONE MILE E OF
 NP0707'THE HIGHEST POINT OF THE RIDGE.  THE LAND IS OWNED BY MR.
 NP0707'JAMES C. BLUNDELL, WHO LIVES ABOUT 1 MILE NNW.
 NP0707'
 NP0707'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0707'DISKS SET IN CONCRETE.
 NP0707'
 NP0707'REFERENCE MARK NO. 1 IS NNW AND NO. 2 IS SE OF THE STATION.
 NP0707'
 NP0707'AZIMUTH MARK IS SW OF THE STATION, 24 FEET S OF FENCE
 NP0707'T-INTERSECTION.  THE MARK IS 5.4 FEET E OF THE N-S FENCE.
 NP0707'THERE ARE TWO FENCE T-INTERSECTIONS HERE, THE E-W FENCE BEING
 NP0707'THE CONTINOUS FENCE.  THE N-S FENCES ARE 11 PACES APART.  THE
 NP0707'AZIMUTH MARK IS IN THE MORE EASTERLY OF THESE TWO INTERSECTIONS.
 NP0707'
 NP0707'STATION IS REACHED FROM THE DUNLAP POST OFFICE AND STORE AT
 NP0707'BRIDGE ACROSS NIOBRARA RIVER ON STATE ROUTE 19 BY GOING N
 NP0707'ON MAIN HIGHWAY 0.2 MILE.  TURN LEFT TO SCHOOL HOUSE ABOUT
 NP0707'0.1 MILE, THENCE DUE W 1.5 MILES.  TURN LEFT, OR S AND THENCE
 NP0707'KEEP THE MAIN ROAD, GOING S 0.5 MILE, W 0.6 MILE, S 0.5 MILE,
 NP0707'AND W 2.5 MILES, OR FOR A TOTAL DISTANCE OF 4.1 MILES.  TURN
 NP0707'RIGHT, OR N, THROUGH WIRE GATE ON TO TRACK ROAD UPHILL AND
 NP0707'GO 1.0 MILE.  (THERE IS A WHITE SCHOOLHOUSE 1/2 MILE W OF THIS
 NP0707'TURN).  PASS THROUGH WIRE GATE AND CONTINUE NORTHERLY ON
 NP0707'TRACKS 0.3 MILE.  TURN DUE W AND GO 0.1 MILE TO STATION.
 NP0707'
 NP0707'A 20-FOOT STAND WILL CLEAR ALL LINES.
 NP0707
 NP0707                          STATION RECOVERY (1946)
 NP0707
 NP0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0707'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND ALL MARKS
 NP0707'WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE
 NP0707'MARKS DID NOT CHECK WITH THE 1934 VALUES.  A DOUBLE CHECK
 NP0707'WAS MADE IN THE FIELD SO THE 1946 VALUES ARE ASSUMED TO BE
 NP0707'CORRECT.
 NP0707'
 NP0707'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NP0707'
 NP0707'LOCATED ON A GRASSY KNOLL ABOUT 10 MILES NORTH-NORTHEAST OF
 NP0707'HEMINGFORD, 4.5 MILES WEST OF DUNLAP, 1.3 MILES NORTH OF THE
 NP0707'HIGHWAY ALONG THE NORTH SIDE OF THE NIOBRARA RIVER AND ABOUT
 NP0707'1 MILE EAST OF THE HIGHEST POINT OF RIDGE.
 NP0707'IT PROJECTS 6 INCHES.  IT IS STAMPED BLUNDELL 1934.
 NP0707'
 NP0707'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION,
 NP0707'PROJECTS 8 INCHES AND IS STAMPED BLUNDELL NO 1 1934.
 NP0707'
 NP0707'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION,
 NP0707'PROJECTS 8 INCHES AND IS STAMPED BLUNDELL NO 2 1934.
 NP0707'
 NP0707'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST
 NP0707'OF STATION, 24 FEET SOUTH AND 5.5 FEET EAST OF A T FENCE
 NP0707'INTERSECTION (STEM SOUTH).  THERE IS ANOTHER T FENCE INTERSECTION
 NP0707'(STEM NORTH) 11 PACES WEST.  THE MARK PROJECTS 18 INCHES AND
 NP0707'IS STAMPED BLUNDELL AZIMUTH 1934.
 NP0707'
 NP0707'TO REACH FROM THE BUSINESS DISTRICT IN ALLIANCE, GO NORTH ON
 NP0707'STATE HIGHWAY NO. 19 FOR 31 MILES TO DUNLAP STORE, WHICH IS
 NP0707'0.15 MILE NORTH OF A BRIDGE OVER THE NIOBRARA RIVER.  HERE
 NP0707'TURN LEFT ONTO A GRAVEL ROAD AND GO WEST FOR 2.6 MILES TO
 NP0707'TWO WIRE GATES, ONE ON EACH SIDE OF THE ROAD.  TURN RIGHT
 NP0707'THROUGH GATE AND GO NORTH ON TRACK ROAD FOR 1.0 MILE TO TWO
 NP0707'WIRE GATES IN FENCE LINE.  PASS THROUGH GATE AND CONTINUE
 NP0707'ON TRACK ROAD FOR 0.2 MILE.  LEAVE TRACK ROAD AND GO LEFT, UP
 NP0707'HILL FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION AS
 NP0707'DESCRIBED.
 NP0707'
 NP0707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR
 NP0707'0.35 MILE TO A WIRE FENCE.  TURN RIGHT, WEST, ALONG FENCE
 NP0707'AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NP0707
 NP0707                          STATION RECOVERY (1967)
 NP0707
 NP0707'RECOVERY NOTE BY US AIR FORCE 1967
 NP0707'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NP0707'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY WIND EROSION.
 NP0707'THE COMPLETE MONUMENT WAS FOUND LAYING ON ITS SIDE IN A
 NP0707'SAUCER-SHAPED HOLE APPROXIMATELY TEN (10) FEET IN DIAMETER.
 NP0707'
 NP0707'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NP0707'
 NP0707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87,
 NP0707'AND U.S. HIGHWAY 385 (ABOUT FIVE (5) MILES EAST OF HEMINGFORD,
 NP0707'NEBRASKA, GO NORTH ON HIGHWAY 385 FOR 8.95 MILES TO THE DUNLAP
 NP0707'STORE.  CONTINUE NORTH ACROSS THE NIOBRARA RIVER BRIDGE FOR
 NP0707'0.15 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT (WEST) ON
 NP0707'THE GRAVEL ROAD FOR 2.5 MILES TO TWO WIRE GATES, ONE ON EACH
 NP0707'SIDE OF THE ROAD.  TURN RIGHT (NORTH) THROUGH THE GATE, AND GO
 NP0707'1.0 MILE ON TRACK ROAD THROUGH THE PASTURE TO A GATE IN AN
 NP0707'EAST-WEST FENCELINE.  CONTINUE NORTH ON THE TRACK ROAD
 NP0707'THROUGH THE GATE FOR 0.2 MILE TO A STEEP GRADE.  CONTINUE
 NP0707'WEST-NORTHWEST FOR 0.15 MILE TO TOP OF THE GRADE AND THE
 NP0707'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0493 ***********************************************************************
 NM0493  DESIGNATION -  BM
 NM0493  PID         -  NM0493
 NM0493  STATE/COUNTY-  NE/THURSTON
 NM0493  COUNTRY     -  US
 NM0493  USGS QUAD   -  ALBATON (2018)
 NM0493
 NM0493                         *CURRENT SURVEY CONTROL
 NM0493  ______________________________________________________________________
 NM0493* NAD 83(1986) POSITION- 42 10 01.     (N) 096 20 57.     (W)   SCALED
 NM0493* NAVD 88 ORTHO HEIGHT -   333.179 (meters)     1093.10  (feet) ADJUSTED
 NM0493  ______________________________________________________________________
 NM0493  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 NM0493  DYNAMIC HEIGHT  -        333.065 (meters)     1092.73  (feet) COMP
 NM0493  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 NM0493
 NM0493  VERT ORDER      -  SECOND    CLASS 0
 NM0493
 NM0493.The horizontal coordinates were scaled from a map and have
 NM0493.an estimated accuracy of +/- 6 seconds.
 NM0493
 NM0493.The orthometric height was determined by differential leveling and
 NM0493.adjusted by the NATIONAL GEODETIC SURVEY
 NM0493.in June 1991.
 NM0493
 NM0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0493.GEOID18 height accuracy estimate available here.
 NM0493
 NM0493.Click photographs - Photos may exist for this station.
 NM0493
 NM0493.The dynamic height is computed by dividing the NAVD 88
 NM0493.geopotential number by the normal gravity value computed on the
 NM0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0493.degrees latitude (g = 980.6199 gals.).
 NM0493
 NM0493.The modeled gravity was interpolated from observed gravity values.
 NM0493
 NM0493;                    North         East    Units  Estimated Accuracy
 NM0493;SPC NE       -   265,460.      801,510.      MT  (+/- 180 meters Scaled)
 NM0493
 NM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM189717(NAD 83)
 NM0493
 NM0493                          SUPERSEDED SURVEY CONTROL
 NM0493
 NM0493  NGVD 29 (??/??/92)  333.031  (m)         1092.62   (f) ADJ UNCH    2 0
 NM0493
 NM0493.Superseded values are not recommended for survey control.
 NM0493
 NM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0493.See file dsdata.pdf to determine how the superseded data were derived.
 NM0493
 NM0493_MARKER: DD = SURVEY DISK
 NM0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0493_STAMPING: BM 1948
 NM0493_MARK LOGO: USACE
 NM0493_PROJECTION: FLUSH
 NM0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0493+STABILITY: SURFACE MOTION
 NM0493
 NM0493  HISTORY     - Date     Condition        Report By
 NM0493  HISTORY     - 1948     MONUMENTED       USACE
 NM0493  HISTORY     - 1948     GOOD             CGS
 NM0493
 NM0493                          STATION DESCRIPTION
 NM0493
 NM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0493'10.4 MI NE FROM WALTHILL.
 NM0493'8.2 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0493'AT WALTHILL, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5
 NM0493'MILE EAST ALONG A DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A WOODS
 NM0493'ROAD, ON THE WEST BANK OF THE MISSOURI RIVER, ABOUT 500.0 FEET
 NM0493'WEST OF A SMALL BLUFF, 7.0 FEET EAST OF THE CENTER LINE OF THE
 NM0493'WOODS ROAD, 1.8 FEET SOUTH OF A REFERENCE POST, A U.S. ENGINEERS
 NM0493'DISK SET IN TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NM0493'NOTE-- THE DISK WAS STAMPED B.M. 1948 BY THE U.S. COAST AND
 NM0493'GEODETIC SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0149 ***********************************************************************
 ML0149  DESIGNATION -  BM
 ML0149  PID         -  ML0149
 ML0149  STATE/COUNTY-  NE/HOWARD
 ML0149  COUNTRY     -  US
 ML0149  USGS QUAD   -  SAINT PAUL (2017)
 ML0149
 ML0149                         *CURRENT SURVEY CONTROL
 ML0149  ______________________________________________________________________
 ML0149* NAD 83(1986) POSITION- 41 12 07.     (N) 098 26 40.     (W)   SCALED
 ML0149* NAVD 88 ORTHO HEIGHT -   544.606 (meters)     1786.76  (feet) ADJUSTED
 ML0149  ______________________________________________________________________
 ML0149  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 ML0149  DYNAMIC HEIGHT  -        544.331 (meters)     1785.86  (feet) COMP
 ML0149  MODELED GRAVITY -    980,100.5   (mgal)                       NAVD 88
 ML0149
 ML0149  VERT ORDER      -  SECOND    CLASS 0
 ML0149
 ML0149.The horizontal coordinates were scaled from a map and have
 ML0149.an estimated accuracy of +/- 6 seconds.
 ML0149
 ML0149.The orthometric height was determined by differential leveling and
 ML0149.adjusted by the NATIONAL GEODETIC SURVEY
 ML0149.in June 1991.
 ML0149
 ML0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0149.GEOID18 height accuracy estimate available here.
 ML0149
 ML0149.Click photographs - Photos may exist for this station.
 ML0149
 ML0149.The dynamic height is computed by dividing the NAVD 88
 ML0149.geopotential number by the normal gravity value computed on the
 ML0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0149.degrees latitude (g = 980.6199 gals.).
 ML0149
 ML0149.The modeled gravity was interpolated from observed gravity values.
 ML0149
 ML0149;                    North         East    Units  Estimated Accuracy
 ML0149;SPC NE       -   153,120.      630,430.      MT  (+/- 180 meters Scaled)
 ML0149
 ML0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL465613(NAD 83)
 ML0149
 ML0149                          SUPERSEDED SURVEY CONTROL
 ML0149
 ML0149  NGVD 29 (??/??/92)  544.359  (m)         1785.95   (f) ADJ UNCH    2 0
 ML0149
 ML0149.Superseded values are not recommended for survey control.
 ML0149
 ML0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0149.See file dsdata.pdf to determine how the superseded data were derived.
 ML0149
 ML0149_MARKER: P = PIPE CAP
 ML0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0149
 ML0149  HISTORY     - Date     Condition        Report By
 ML0149  HISTORY     - UNK      MONUMENTED       USGS
 ML0149  HISTORY     - 1935     GOOD             CGS
 ML0149  HISTORY     - 1956     GOOD             USGS
 ML0149
 ML0149                          STATION DESCRIPTION
 ML0149
 ML0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0149'0.9 MI SE FROM ST PAUL.
 ML0149'0.9 MILES SOUTHEAST OF DEPOT.  ALONG THE UNION PACIFIC RAILWAY
 ML0149'BETWEEN GRAND ISLAND AND ST. PAUL, 104.9 FEET EAST OF THE EAST
 ML0149'RAIL OF THE MAIN TRACK, 41.3 FEET EAST OF THE CENTER LINE
 ML0149'OF U.S. HIGHWAY 281, 39 FEET SOUTHEAST OF THE HIGHWAY BRIDGE
 ML0149'OVER THE MIDDLE LOUP RIVER.
 ML0149
 ML0149                          STATION RECOVERY (1956)
 ML0149
 ML0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ML0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0319 ***********************************************************************
 LH0319  DESIGNATION -  BM
 LH0319  PID         -  LH0319
 LH0319  STATE/COUNTY-  NE/ADAMS
 LH0319  COUNTRY     -  US
 LH0319  USGS QUAD   -  AYR (2017)
 LH0319
 LH0319                         *CURRENT SURVEY CONTROL
 LH0319  ______________________________________________________________________
 LH0319* NAD 83(1986) POSITION- 40 28 01.     (N) 098 28 37.     (W)   SCALED
 LH0319* NAVD 88 ORTHO HEIGHT -   565.733 (meters)     1856.08  (feet) ADJUSTED
 LH0319  ______________________________________________________________________
 LH0319  GEOID HEIGHT    -        -25.403 (meters)                     GEOID18
 LH0319  DYNAMIC HEIGHT  -        565.412 (meters)     1855.02  (feet) COMP
 LH0319  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 LH0319
 LH0319  VERT ORDER      -  FIRST     CLASS II
 LH0319
 LH0319.The horizontal coordinates were scaled from a map and have
 LH0319.an estimated accuracy of +/- 6 seconds.
 LH0319
 LH0319.The orthometric height was determined by differential leveling and
 LH0319.adjusted by the NATIONAL GEODETIC SURVEY
 LH0319.in June 1991.
 LH0319
 LH0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0319.GEOID18 height accuracy estimate available here.
 LH0319
 LH0319.Click photographs - Photos may exist for this station.
 LH0319
 LH0319.The dynamic height is computed by dividing the NAVD 88
 LH0319.geopotential number by the normal gravity value computed on the
 LH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0319.degrees latitude (g = 980.6199 gals.).
 LH0319
 LH0319.The modeled gravity was interpolated from observed gravity values.
 LH0319
 LH0319;                    North         East    Units  Estimated Accuracy
 LH0319;SPC NE       -    71,490.      629,140.      MT  (+/- 180 meters Scaled)
 LH0319
 LH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK443797(NAD 83)
 LH0319
 LH0319                          SUPERSEDED SURVEY CONTROL
 LH0319
 LH0319  NGVD 29 (??/??/92)  565.506  (m)         1855.33   (f) ADJ UNCH    1 2
 LH0319
 LH0319.Superseded values are not recommended for survey control.
 LH0319
 LH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0319.See file dsdata.pdf to determine how the superseded data were derived.
 LH0319
 LH0319_MARKER: R = RIVET
 LH0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0319_SP_SET: BRIDGE
 LH0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0319
 LH0319  HISTORY     - Date     Condition        Report By
 LH0319  HISTORY     - UNK      MONUMENTED       CBQRR
 LH0319  HISTORY     - 1947     GOOD             CGS
 LH0319
 LH0319                          STATION DESCRIPTION
 LH0319
 LH0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0319'4 MI NW FROM AYR.
 LH0319'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0319'FROM THE STATION AT AYR, THENCE WEST 2.6 MILES ALONG THE CHICAGO,
 LH0319'BURLINGTON AND QUINCY BRANCH LINE.  AT THE INTERSECTION OF RR
 LH0319'WITH A COUNTY ROAD.  100 FEET SOUTH OF CENTERLINE OF TRACKS.
 LH0319'THE NORTHWESTMOST RIVET IN STEEL BRIDGE A-13.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1362 ***********************************************************************
 LG1362  DESIGNATION -  BM 1
 LG1362  PID         -  LG1362
 LG1362  STATE/COUNTY-  NE/LANCASTER
 LG1362  COUNTRY     -  US
 LG1362  USGS QUAD   -  LINCOLN (2017)
 LG1362
 LG1362                         *CURRENT SURVEY CONTROL
 LG1362  ______________________________________________________________________
 LG1362* NAD 83(1986) POSITION- 40 49 35.10   (N) 096 42 53.37   (W)   HD_HELD1
 LG1362* NAVD 88 ORTHO HEIGHT -   351.325 (meters)     1152.64  (feet) ADJUSTED
 LG1362  ______________________________________________________________________
 LG1362  GEOID HEIGHT    -        -26.086 (meters)                     GEOID18
 LG1362  DYNAMIC HEIGHT  -        351.168 (meters)     1152.12  (feet) COMP
 LG1362  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 LG1362
 LG1362  VERT ORDER      -  FIRST     CLASS II
 LG1362
 LG1362.The horizontal coordinates were determined by differentially corrected
 LG1362.hand held GPS observations or other comparable positioning techniques
 LG1362.and have an estimated accuracy of +/- 3 meters.
 LG1362
 LG1362.The orthometric height was determined by differential leveling and
 LG1362.adjusted by the NATIONAL GEODETIC SURVEY
 LG1362.in May 1993.
 LG1362
 LG1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1362.GEOID18 height accuracy estimate available here.
 LG1362
 LG1362.Click photographs - Photos may exist for this station.
 LG1362
 LG1362.The dynamic height is computed by dividing the NAVD 88
 LG1362.geopotential number by the normal gravity value computed on the
 LG1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1362.degrees latitude (g = 980.6199 gals.).
 LG1362
 LG1362.The modeled gravity was interpolated from observed gravity values.
 LG1362
 LG1362;                    North         East    Units  Estimated Accuracy
 LG1362;SPC NE       -   115,522.5     776,980.7     MT  (+/- 3 meters HH1 GPS) 
 LG1362
 LG1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9269722000(NAD 83)
 LG1362
 LG1362                          SUPERSEDED SURVEY CONTROL
 LG1362
 LG1362.No superseded survey control is available for this station.
 LG1362
 LG1362_MARKER: DD = SURVEY DISK
 LG1362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1362_SP_SET: WINGWALL
 LG1362_STAMPING: CITY BM 1
 LG1362_MARK LOGO: NONE
 LG1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1362+STABILITY: SURFACE MOTION
 LG1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1362+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 LG1362
 LG1362  HISTORY     - Date     Condition        Report By
 LG1362  HISTORY     - UNK      MONUMENTED       NONE
 LG1362  HISTORY     - 19920519 GOOD             NGS
 LG1362  HISTORY     - 20050418 GOOD             GEOCAC
 LG1362
 LG1362                          STATION DESCRIPTION
 LG1362
 LG1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1362'IN LINCOLN, AT THE INTERSECTION OF CHARLESTON STREET AND SALT CREEK,
 LG1362'IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 LG1362'SOUTHWEST WINGWALL OF THE STREET BRIDGE SPANNING THE CREEK, AND 4.5 M
 LG1362'(14.8 FT) SOUTHWEST OF THE STREET CENTER.
 LG1362
 LG1362                          STATION RECOVERY (2005)
 LG1362
 LG1362'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1362'IN LINCOLN, AT THE INTERSECTION OF SALT CREEK AND A HIKER-BIKER TRAIL
 LG1362'(FORMERLY CHARLESTON STREET) BRIDGE ON THE NORTH SIDE OF THE HAYMARKET
 LG1362'PARK BASEBALL FACILITY, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 LG1362'SOUTHWEST END OF THE SOUTH WINGWALL AT THE SOUTHEAST END OF THE BRIDGE
 LG1362'SPANNING THE CREEK, AND 4.5 M (14.8 FT) SOUTHWEST OF THE STREET
 LG1362'CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1363 ***********************************************************************
 LG1363  DESIGNATION -  BM 2
 LG1363  PID         -  LG1363
 LG1363  STATE/COUNTY-  NE/LANCASTER
 LG1363  COUNTRY     -  US
 LG1363  USGS QUAD   -  LINCOLN (2017)
 LG1363
 LG1363                         *CURRENT SURVEY CONTROL
 LG1363  ______________________________________________________________________
 LG1363* NAD 83(1986) POSITION- 40 51 27.     (N) 096 43 13.     (W)   SCALED
 LG1363* NAVD 88 ORTHO HEIGHT -   373.631 (meters)     1225.82  (feet) ADJUSTED
 LG1363  ______________________________________________________________________
 LG1363  GEOID HEIGHT    -        -26.154 (meters)                     GEOID18
 LG1363  DYNAMIC HEIGHT  -        373.463 (meters)     1225.27  (feet) COMP
 LG1363  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 LG1363
 LG1363  VERT ORDER      -  FIRST     CLASS II
 LG1363
 LG1363.The horizontal coordinates were scaled from a map and have
 LG1363.an estimated accuracy of +/- 6 seconds.
 LG1363
 LG1363.The orthometric height was determined by differential leveling and
 LG1363.adjusted by the NATIONAL GEODETIC SURVEY
 LG1363.in May 1993.
 LG1363
 LG1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1363.GEOID18 height accuracy estimate available here.
 LG1363
 LG1363.Click photographs - Photos may exist for this station.
 LG1363
 LG1363.The dynamic height is computed by dividing the NAVD 88
 LG1363.geopotential number by the normal gravity value computed on the
 LG1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1363.degrees latitude (g = 980.6199 gals.).
 LG1363
 LG1363.The modeled gravity was interpolated from observed gravity values.
 LG1363
 LG1363;                    North         East    Units  Estimated Accuracy
 LG1363;SPC NE       -   118,950.      776,390.      MT  (+/- 180 meters Scaled)
 LG1363
 LG1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL921254(NAD 83)
 LG1363
 LG1363                          SUPERSEDED SURVEY CONTROL
 LG1363
 LG1363.No superseded survey control is available for this station.
 LG1363
 LG1363_MARKER: DD = SURVEY DISK
 LG1363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1363_SP_SET: BRIDGE RAIL
 LG1363_STAMPING: CITY BM 2
 LG1363_MARK LOGO: NONE
 LG1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1363+STABILITY: SURFACE MOTION
 LG1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1363+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1363
 LG1363  HISTORY     - Date     Condition        Report By
 LG1363  HISTORY     - UNK      MONUMENTED       NONE
 LG1363  HISTORY     - 19920520 GOOD             NGS
 LG1363  HISTORY     - 20060822 MARK NOT FOUND   NEDR
 LG1363
 LG1363                          STATION DESCRIPTION
 LG1363
 LG1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1363'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR STREET AND INTERSTATE
 LG1363'HIGHWAY 80, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 LG1363'END OF THE SOUTHWEST CONCRETE RAIL OF THE STREET OVERPASS OF THE
 LG1363'HIGHWAY, 5.1 M (16.7 FT) SOUTHWEST OF THE CENTER OF THE STREET, AND
 LG1363'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE STREET.
 LG1363
 LG1363                          STATION RECOVERY (2006)
 LG1363
 LG1363'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG1363'NEW BRIDGE BUILT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0152 ***********************************************************************
 ML0152  DESIGNATION -  BM RESET
 ML0152  PID         -  ML0152
 ML0152  STATE/COUNTY-  NE/HOWARD
 ML0152  COUNTRY     -  US
 ML0152  USGS QUAD   -  SAINT PAUL (2017)
 ML0152
 ML0152                         *CURRENT SURVEY CONTROL
 ML0152  ______________________________________________________________________
 ML0152* NAD 83(1986) POSITION- 41 12 07.     (N) 098 26 40.     (W)   SCALED
 ML0152* NAVD 88 ORTHO HEIGHT -   544.42  (+/-2cm)     1786.2   (feet) VERTCON
 ML0152  ______________________________________________________________________
 ML0152  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 ML0152  VERT ORDER      -  THIRD (See Below)
 ML0152
 ML0152.The horizontal coordinates were scaled from a map and have
 ML0152.an estimated accuracy of +/- 6 seconds.
 ML0152
 ML0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0152
 ML0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0152.GEOID18 height accuracy estimate available here.
 ML0152
 ML0152.The vertical order pertains to the NGVD 29 superseded value.
 ML0152
 ML0152.Click photographs - Photos may exist for this station.
 ML0152
 ML0152;                    North         East    Units  Estimated Accuracy
 ML0152;SPC NE       -   153,120.      630,430.      MT  (+/- 180 meters Scaled)
 ML0152
 ML0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL465613(NAD 83)
 ML0152
 ML0152                          SUPERSEDED SURVEY CONTROL
 ML0152
 ML0152  NGVD 29 (??/??/??)  544.17   (m)         1785.3    (f) RESET       3  
 ML0152
 ML0152.Superseded values are not recommended for survey control.
 ML0152
 ML0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0152.See file dsdata.pdf to determine how the superseded data were derived.
 ML0152
 ML0152_MARKER: P = PIPE CAP
 ML0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0152_STAMPING: RESET 1956
 ML0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0152
 ML0152  HISTORY     - Date     Condition        Report By
 ML0152  HISTORY     - 1956     MONUMENTED       CGS
 ML0152
 ML0152                          STATION DESCRIPTION
 ML0152
 ML0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0152'0.9 MI SE FROM ST PAUL.
 ML0152'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0152'STATION AT ST. PAUL, 100 YARDS EAST OF THE RAILROAD BRIDGE OVER
 ML0152'THE MIDDLE LOUP RIVER, 200 FEET EAST AND 55 FEET SOUTH OF THE
 ML0152'SOUTH ABUTMENT OF THE NEW HIGHWAY BRIDGE, 22 FEET NORTHWEST OF A
 ML0152'24-INCH COTTONWOOD TREE, 18 FEET SOUTHWEST OF A 24-INCH
 ML0152'COTTONWOOD TREE, AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  A
 ML0152'U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED ON THE TOP OF A
 ML0152'3-1/2 INCH IRON PIPE AND PROJECTING 4 INCHES.  THERE WAS NO
 ML0152'PREVIOUS STAMPING ON THE CAP.  RESET 1956 WAS STAMPED N THE
 ML0152'CAP WHEN IT WAS MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1761 ***********************************************************************
 NM1761  DESIGNATION -  BODEN
 NM1761  PID         -  NM1761
 NM1761  STATE/COUNTY-  NE/WAYNE
 NM1761  COUNTRY     -  US
 NM1761  USGS QUAD   -  CARROLL (2017)
 NM1761
 NM1761                         *CURRENT SURVEY CONTROL
 NM1761  ______________________________________________________________________
 NM1761* NAD 83(1995) POSITION- 42 20 58.45639(N) 097 13 46.35024(W)   ADJUSTED
 NM1761* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 NM1761  ______________________________________________________________________
 NM1761  GEOID HEIGHT    -        -25.059 (meters)                     GEOID18
 NM1761  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 NM1761  HORZ ORDER      -  FIRST
 NM1761
 NM1761.The horizontal coordinates were established by classical geodetic methods
 NM1761.and adjusted by the National Geodetic Survey in August 1997.
 NM1761
 NM1761.The orthometric height was scaled from a topographic map.
 NM1761
 NM1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1761.GEOID18 height accuracy estimate available here.
 NM1761
 NM1761.Click photographs - Photos may exist for this station.
 NM1761
 NM1761.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1761
 NM1761. The following values were computed from the NAD 83(1995) position.
 NM1761
 NM1761;                    North         East     Units Scale Factor Converg.
 NM1761;SPC NE       -   283,032.868   728,181.785   MT  0.99976706   +1 50 09.5
 NM1761;SPC NE       -   928,583.67  2,389,043.07   sFT  0.99976706   +1 50 09.5
 NM1761;UTM  14      - 4,690,107.879   645,822.090   MT  0.99986163   +1 11 34.4
 NM1761
 NM1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1761!SPC NE       -   0.99992157  x   0.99976706  =   0.99968864
 NM1761!UTM  14      -   0.99992157  x   0.99986163  =   0.99978321
 NM1761
 NM1761:                Primary Azimuth Mark                     Grid Az
 NM1761:SPC NE       -  BODEN AZ MK                              287 33 30.3
 NM1761:UTM  14      -  BODEN AZ MK                              288 12 05.4
 NM1761
 NM1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4582290107(NAD 83)
 NM1761
 NM1761|---------------------------------------------------------------------|
 NM1761| PID    Reference Object                     Distance      Geod. Az  |
 NM1761|                                                           dddmmss.s |
 NM1761| NM1735 ALLEN TANK                          APPROX.32.4 KM 0763606.2 |
 NM1761| CO2271 BODEN RM 1                           22.845 METERS 17923     |
 NM1761| CO2270 BODEN AZ MK                                        2892339.8 |
 NM1761| CO2272 BODEN RM 2                           18.077 METERS 35856     |
 NM1761|---------------------------------------------------------------------|
 NM1761
 NM1761                          SUPERSEDED SURVEY CONTROL
 NM1761
 NM1761  NAD 83(1986)-  42 20 58.46408(N)    097 13 46.34631(W) AD(       ) 1
 NM1761  NAD 27      -  42 20 58.46400(N)    097 13 45.15600(W) AD(       ) 1
 NM1761
 NM1761.Superseded values are not recommended for survey control.
 NM1761
 NM1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1761.See file dsdata.pdf to determine how the superseded data were derived.
 NM1761
 NM1761_MARKER: DS = TRIANGULATION STATION DISK
 NM1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1761_STAMPING: BODEN 1935
 NM1761_MARK LOGO: CGS
 NM1761_PROJECTION: FLUSH
 NM1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1761+STABILITY: SURFACE MOTION
 NM1761
 NM1761  HISTORY     - Date     Condition        Report By
 NM1761  HISTORY     - 1935     MONUMENTED       CGS
 NM1761  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NM1761
 NM1761                          STATION DESCRIPTION
 NM1761
 NM1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1761'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 5, T. 27 N.,
 NM1761'R. 2 E., ABOUT 5 MILES SOUTH-SOUTHWEST OF BELDEN, 7 MILES
 NM1761'EAST-SOUTHEAST OF RANDOLPH, ON A LARGE FLAT-TOPPED RIDGE, ON
 NM1761'PROPERTY OWNED BY MR. BODENSTEDT.
 NM1761'
 NM1761'REACHED FROM THE BELDEN RAILROAD DEPOT BY GOING WEST ON U.S.
 NM1761'HIGHWAY 20 FOR 0.3 MILE, TURN LEFT (SOUTH) AND GO 4.15 MILES,
 NM1761'TURN RIGHT (WEST) AND GO 1.0 MILE, TURN LEFT (SOUTH) AND
 NM1761'GO 0.25 MILE, TURN LEFT (EAST) PASSING BETWEEN THE BODENSTEDT
 NM1761'HOUSE AND BARN AND GO 0.2 MILE, TURN LEFT (NORTH) ALONG THE
 NM1761'EAST SIDE OF FENCE AND GO 0.05 MILE TO TOP OF RIDGE AND STATION,
 NM1761'IN NORTH-SOUTH FENCE LINE.  MARK IS FLUSH WITH GROUND.
 NM1761'AND 7A).
 NM1761'
 NM1761'REFERENCE MARK NO. 1 IS 74.95 FEET (22.845 METERS) SOUTH
 NM1761'OF STATION IN NORTH-SOUTH FENCE LINE.  MARK IS FLUSH WITH
 NM1761'GROUND.
 NM1761'
 NM1761'REFERENCE MARK NO. 2 IS 59.31 FEET (18.077 METERS) NORTH OF
 NM1761'STATION IN NORTH-SOUTH FENCE LINE.  MARK IS FLUSH WITH GROUND
 NM1761'
 NM1761'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION.
 NM1761'REACHED FROM THE BODENSTEDT HOME BY GOING NORTH 0.25 MILE, TURN
 NM1761'LEFT (WEST) AND GO 0.3 MILE TO MARK IN NORTH RIGHT-OF-WAY
 NM1761'FENCE LINE, 30 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
 NM1761'MARK PROJECTS ABOUT 5 INCHES.
 NM1761'
 NM1761'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1761
 NM1761                          STATION RECOVERY (1971)
 NM1761
 NM1761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLH)
 NM1761'THE DESCRIBED AREA OF THIS STATION IS NOW UNDER CULTIVATION AND
 NM1761'ALL THE MARKS ARE ASSUMED TO BE DESTROYED.  THE AZIMUTH MARK
 NM1761'WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1106 ***********************************************************************
 ML1106  DESIGNATION -  BOELUS
 ML1106  PID         -  ML1106
 ML1106  STATE/COUNTY-  NE/HOWARD
 ML1106  COUNTRY     -  US
 ML1106  USGS QUAD   -  FARWELL (2017)
 ML1106
 ML1106                         *CURRENT SURVEY CONTROL
 ML1106  ______________________________________________________________________
 ML1106* NAD 83(1995) POSITION- 41 09 45.67307(N) 098 43 02.13937(W)   ADJUSTED
 ML1106* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 ML1106  ______________________________________________________________________
 ML1106  GEOID HEIGHT    -        -24.305 (meters)                     GEOID18
 ML1106  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 ML1106  HORZ ORDER      -  THIRD
 ML1106
 ML1106.The horizontal coordinates were established by classical geodetic methods
 ML1106.and adjusted by the National Geodetic Survey in August 1997.
 ML1106
 ML1106.The orthometric height was scaled from a topographic map.
 ML1106
 ML1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1106.GEOID18 height accuracy estimate available here.
 ML1106
 ML1106.Click photographs - Photos may exist for this station.
 ML1106
 ML1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1106
 ML1106. The following values were computed from the NAD 83(1995) position.
 ML1106
 ML1106;                    North         East     Units Scale Factor Converg.
 ML1106;SPC NE       -   148,390.882   607,618.903   MT  0.99967643   +0 51 00.2
 ML1106;SPC NE       -   486,845.75  1,993,496.35   sFT  0.99967643   +0 51 00.2
 ML1106;UTM  14      - 4,556,855.636   523,720.237   MT  0.99960692   +0 11 10.0
 ML1106
 ML1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1106!SPC NE       -   0.99990355  x   0.99967643  =   0.99958001
 ML1106!UTM  14      -   0.99990355  x   0.99960692  =   0.99951051
 ML1106
 ML1106:                Primary Azimuth Mark                     Grid Az
 ML1106:SPC NE       -  M 281                                    268 18 19.8
 ML1106:UTM  14      -  M 281                                    268 58 10.0
 ML1106
 ML1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2372056855(NAD 83)
 ML1106
 ML1106|---------------------------------------------------------------------|
 ML1106| PID    Reference Object                     Distance      Geod. Az  |
 ML1106|                                                           dddmmss.s |
 ML1106| ML1107 FARWELL MUNICIPAL TANK              APPROX. 9.5 KM 0534749.0 |
 ML1106| ML1081 CLEVELAND TWP KAC 37 ATT CO TR      APPROX.22.8 KM 1055717.1 |
 ML1106| CN7921 BOELUS RM 1                          17.078 METERS 17956     |
 ML1106| ML0409 M 281                                              2690920.0 |
 ML1106| CN7922 BOELUS RM 2                           9.079 METERS 27945     |
 ML1106|---------------------------------------------------------------------|
 ML1106
 ML1106                          SUPERSEDED SURVEY CONTROL
 ML1106
 ML1106  NAD 83(1986)-  41 09 45.68108(N)    098 43 02.14311(W) AD(       ) 3
 ML1106  NAD 27      -  41 09 45.63700(N)    098 43 00.87000(W) AD(       ) 3
 ML1106
 ML1106.Superseded values are not recommended for survey control.
 ML1106
 ML1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1106.See file dsdata.pdf to determine how the superseded data were derived.
 ML1106
 ML1106_MARKER: DS = TRIANGULATION STATION DISK
 ML1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1106
 ML1106  HISTORY     - Date     Condition        Report By
 ML1106  HISTORY     - 1951     MONUMENTED       CGS
 ML1106  HISTORY     - 1953     SEE DESCRIPTION  BOR
 ML1106  HISTORY     - 1966     SEE DESCRIPTION  CGS
 ML1106
 ML1106                          STATION DESCRIPTION
 ML1106
 ML1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1106'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF FARWELL, 6.0
 ML1106'MILES NORTH OF BOELUS AND ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST
 ML1106'DIRT ROAD.  IT IS 24.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 ML1106'DIRT ROAD AND 5.0 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 ML1106'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BOELUS 1951.
 ML1106'
 ML1106'REFERENCE MARK NO. 1 IS 32.0 FEET SOUTH OF THE CENTER OF AN
 ML1106'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 ML1106'PROJECTS 1 INCH AND IS STAMPED BOELUS NO 1 1951.
 ML1106'
 ML1106'REFERENCE MARK NO. 2 IS 29.0 FEET NORTH OF THE CENTER OF AN
 ML1106'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 ML1106'PROJECTS 1 INCH AND IS STAMPED BOELUS NO 2 1951.
 ML1106'
 ML1106'THE DISTANCE BETWEEN REFERENCE MARKS IS 67.8 FEET.
 ML1106'
 ML1106'BENCH MARK M 281 WAS USED AS THE AZIMUTH MARK.  IT IS 86.0
 ML1106'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 50.0
 ML1106'FEET EAST OF A POWER LINE POLE, 30.0 FEET SOUTH OF THE CENTER
 ML1106'OF AN EAST-WEST DIRT ROAD, 2.0 FEET EAST OF A WITNESS POST AND
 ML1106'1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 ML1106'U.S.C. AND G.S. BENCH MARK DISK SET IN A 10 INCH ROUND CONCRETE
 ML1106'POST PROJECTING 1 INCH AND IS STAMPED M 281 1949.
 ML1106'
 ML1106'TO REACH THE STATION FROM THE CROSSROAD JUST NORTHWEST OF THE
 ML1106'DEPOT IN BOELUS, GO WEST ON A GRAVELED ROAD FOR 0.7 MILES TO
 ML1106'A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 6.0
 ML1106'MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 ML1106'DESCRIBED.  TURN RIGHT, EAST, ON A DIRT ROAD FOR 0.6 MILE TO THE
 ML1106'STATION ON THE LEFT AS DESCRIBED.
 ML1106'
 ML1106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1106
 ML1106                          STATION RECOVERY (1953)
 ML1106
 ML1106'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1953 (HMR)
 ML1106'THE SURFACE MONUMENT, INSIDE ROW, WAS REMOVED BY BULLDOZER MAKING
 ML1106'A WIDER DITCH.  THE UNDERGROUND MARK WAS FOUND IN GOOD SHAPE.
 ML1106'A NEW CONCRETE MONUMENT (STANDARD SIZE) WAS SET OVER THE
 ML1106'UNDERGROUND MARK WITH A BRONZE DISK MARKED BOELUS 1951.  THE
 ML1106'MONUMENT IS NOW 3 INCHES ABOVE GROUND LEVEL AND IS MARKED WITH
 ML1106'A WHITE 4 X 4-INCH GUARD POST 30 INCHES HIGH.
 ML1106
 ML1106                          STATION RECOVERY (1966)
 ML1106
 ML1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ML1106'THIS STATION HAS BEEN DESTROYED.  THE DISKS WERE REMOVED FROM
 ML1106'THE CONCRETE POSTS.  THE AZIMUTH MARK (BM M 281) WAS RECOVERED
 ML1106'AND FOUND IN GOOD CONDITION.  IT IS 83 FEET EAST OF THE CENTERLINE
 ML1106'OF THE NORTH-SOUTH ROAD, 50 FEET WEST OF A POWERLINE POLE, 31
 ML1106'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND 1 FOOT
 ML1106'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE BENCH MARK PROJECTS
 ML1106'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0202 ***********************************************************************
 NM0202  DESIGNATION -  BOLT
 NM0202  PID         -  NM0202
 NM0202  STATE/COUNTY-  NE/DAKOTA
 NM0202  COUNTRY     -  US
 NM0202  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0202
 NM0202                         *CURRENT SURVEY CONTROL
 NM0202  ______________________________________________________________________
 NM0202* NAD 83(1986) POSITION- 42 24 58.6    (N) 096 25 07.8    (W)   HD_HELD2
 NM0202* NAVD 88 ORTHO HEIGHT -   333.297 (meters)     1093.49  (feet) ADJUSTED
 NM0202  ______________________________________________________________________
 NM0202  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 NM0202  DYNAMIC HEIGHT  -        333.191 (meters)     1093.14  (feet) COMP
 NM0202  MODELED GRAVITY -    980,294.4   (mgal)                       NAVD 88
 NM0202
 NM0202  VERT ORDER      -  FIRST     CLASS II
 NM0202
 NM0202.The horizontal coordinates were established by autonomous hand held GPS
 NM0202.observations and have an estimated accuracy of +/- 10 meters.
 NM0202
 NM0202.The orthometric height was determined by differential leveling and
 NM0202.adjusted by the NATIONAL GEODETIC SURVEY
 NM0202.in June 1991.
 NM0202
 NM0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0202.GEOID18 height accuracy estimate available here.
 NM0202
 NM0202.Click photographs - Photos may exist for this station.
 NM0202
 NM0202.The dynamic height is computed by dividing the NAVD 88
 NM0202.geopotential number by the normal gravity value computed on the
 NM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0202.degrees latitude (g = 980.6199 gals.).
 NM0202
 NM0202.The modeled gravity was interpolated from observed gravity values.
 NM0202
 NM0202;                    North         East    Units  Estimated Accuracy
 NM0202;SPC NE       -   292,887.      794,613.      MT  (+/- 10 meters HH2 GPS)
 NM0202
 NM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1237399224(NAD 83)
 NM0202
 NM0202                          SUPERSEDED SURVEY CONTROL
 NM0202
 NM0202  NGVD 29 (??/??/92)  333.140  (m)         1092.98   (f) ADJ UNCH    1 2
 NM0202
 NM0202.Superseded values are not recommended for survey control.
 NM0202
 NM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0202.See file dsdata.pdf to determine how the superseded data were derived.
 NM0202
 NM0202_MARKER: B = BOLT
 NM0202_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0202_SP_SET: STONE
 NM0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0202
 NM0202  HISTORY     - Date     Condition        Report By
 NM0202  HISTORY     - UNK      MONUMENTED       MORC
 NM0202  HISTORY     - 1947     GOOD             CGS
 NM0202
 NM0202                          STATION DESCRIPTION
 NM0202
 NM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0202'AT DAKOTA CITY.
 NM0202'AT DAKOTA CITY, AT THE NORTHEAST CORNER OF THE COURT HOUSE LAWN,
 NM0202'122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COURT HOUSE,
 NM0202'41.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH STREET, 40.5
 NM0202'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET, 1.5 FEET
 NM0202'NORTHEAST OF A 24-INCH ELM TREE AND LEADED IN THE TOP OF A STONE
 NM0202'SET ABOUT 3.5 FEET BELOW GROUND ACCESS TO WHICH IS HAD THROUGH
 NM0202'A FOUR INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0213 ***********************************************************************
 LJ0213  DESIGNATION -  BOLT HEAD
 LJ0213  PID         -  LJ0213
 LJ0213  STATE/COUNTY-  NE/HITCHCOCK
 LJ0213  COUNTRY     -  US
 LJ0213  USGS QUAD   -  PALISADE (2017)
 LJ0213
 LJ0213                         *CURRENT SURVEY CONTROL
 LJ0213  ______________________________________________________________________
 LJ0213* NAD 83(1986) POSITION- 40 18 34.     (N) 101 02 20.     (W)   SCALED
 LJ0213* NAVD 88 ORTHO HEIGHT -   830.873 (meters)     2725.96  (feet) ADJUSTED
 LJ0213  ______________________________________________________________________
 LJ0213  GEOID HEIGHT    -        -23.319 (meters)                     GEOID18
 LJ0213  DYNAMIC HEIGHT  -        830.314 (meters)     2724.12  (feet) COMP
 LJ0213  MODELED GRAVITY -    979,924.7   (mgal)                       NAVD 88
 LJ0213
 LJ0213  VERT ORDER      -  SECOND    CLASS 0
 LJ0213
 LJ0213.The horizontal coordinates were scaled from a map and have
 LJ0213.an estimated accuracy of +/- 6 seconds.
 LJ0213
 LJ0213.The orthometric height was determined by differential leveling and
 LJ0213.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0213.in June 1991.
 LJ0213
 LJ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0213.GEOID18 height accuracy estimate available here.
 LJ0213
 LJ0213.Click photographs - Photos may exist for this station.
 LJ0213
 LJ0213.The dynamic height is computed by dividing the NAVD 88
 LJ0213.geopotential number by the normal gravity value computed on the
 LJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0213.degrees latitude (g = 980.6199 gals.).
 LJ0213
 LJ0213.The modeled gravity was interpolated from observed gravity values.
 LJ0213
 LJ0213;                    North         East    Units  Estimated Accuracy
 LJ0213;SPC NE       -    53,390.      411,700.      MT  (+/- 180 meters Scaled)
 LJ0213
 LJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK267640(NAD 83)
 LJ0213
 LJ0213                          SUPERSEDED SURVEY CONTROL
 LJ0213
 LJ0213  NGVD 29 (??/??/92)  830.539  (m)         2724.86   (f) ADJ UNCH    2 0
 LJ0213
 LJ0213.Superseded values are not recommended for survey control.
 LJ0213
 LJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0213.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0213
 LJ0213_MARKER: B = BOLT
 LJ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0213_SP_SET: BRIDGE
 LJ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0213
 LJ0213  HISTORY     - Date     Condition        Report By
 LJ0213  HISTORY     - 1934     MONUMENTED       CGS
 LJ0213  HISTORY     - 1934     GOOD             CGS
 LJ0213
 LJ0213                          STATION DESCRIPTION
 LJ0213
 LJ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0213'4.1 MI W FROM BEVERLY.
 LJ0213'ON CHICAGO, BURLINGTON AND QUINCY RAILROAD BRIDGE 13.14.  THE
 LJ0213'EAST-MOST BOLT-HEAD AT NORTHEAST CORNER OF BRIDGE.  2 FEET
 LJ0213'NORTH OF NORTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0356 ***********************************************************************
 MM0356  DESIGNATION -  BOND
 MM0356  PID         -  MM0356
 MM0356  STATE/COUNTY-  NE/BLAINE
 MM0356  COUNTRY     -  US
 MM0356  USGS QUAD   -  DUNNING NE (2017)
 MM0356
 MM0356                         *CURRENT SURVEY CONTROL
 MM0356  ______________________________________________________________________
 MM0356* NAD 83(1995) POSITION- 41 53 20.99112(N) 100 01 57.65918(W)   ADJUSTED
 MM0356* NAVD 88 ORTHO HEIGHT -   877.8   (meters)     2880.    (feet) VERTCON
 MM0356  ______________________________________________________________________
 MM0356  GEOID HEIGHT    -        -22.277 (meters)                     GEOID18
 MM0356  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 MM0356  HORZ ORDER      -  FIRST
 MM0356
 MM0356.The horizontal coordinates were established by classical geodetic methods
 MM0356.and adjusted by the National Geodetic Survey in August 1997.
 MM0356
 MM0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0356
 MM0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0356.GEOID18 height accuracy estimate available here.
 MM0356
 MM0356.Click photographs - Photos may exist for this station.
 MM0356
 MM0356.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0356
 MM0356. The following values were computed from the NAD 83(1995) position.
 MM0356
 MM0356;                    North         East     Units Scale Factor Converg.
 MM0356;SPC NE       -   228,251.567   497,288.352   MT  0.99968092   -0 01 18.0
 MM0356;SPC NE       -   748,855.35  1,631,520.20   sFT  0.99968092   -0 01 18.0
 MM0356;UTM  14      - 4,637,985.909   414,326.878   MT  0.99969032   -0 41 22.4
 MM0356
 MM0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0356!SPC NE       -   0.99986584  x   0.99968092  =   0.99954680
 MM0356!UTM  14      -   0.99986584  x   0.99969032  =   0.99955620
 MM0356
 MM0356:                Primary Azimuth Mark                     Grid Az
 MM0356:SPC NE       -  BOND RM 3                                127 48 23.7
 MM0356:UTM  14      -  BOND RM 3                                128 28 28.1
 MM0356
 MM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1432637985(NAD 83)
 MM0356
 MM0356|---------------------------------------------------------------------|
 MM0356| PID    Reference Object                     Distance      Geod. Az  |
 MM0356|                                                           dddmmss.s |
 MM0356| CN7928 BOND AZ MK                                         1182357.8 |
 MM0356| CN7931 BOND RM 3                                          1274705.7 |
 MM0356| CN7929 BOND RM 1                            24.473 METERS 24755     |
 MM0356| CN7930 BOND RM 2                            25.657 METERS 29336     |
 MM0356| MM0355 T22N R24 23W SECS 7 12 1/4 COR      272.859 METERS 33817     |
 MM0356|---------------------------------------------------------------------|
 MM0356
 MM0356                          SUPERSEDED SURVEY CONTROL
 MM0356
 MM0356  NAD 83(1986)-  41 53 20.99850(N)    100 01 57.66636(W) AD(       ) 1
 MM0356  NAD 27      -  41 53 21.00100(N)    100 01 56.18500(W) AD(       ) 1
 MM0356  NGVD 29 (07/19/86)  877.5    (m)         2879.     (f) VERT ANG       
 MM0356
 MM0356.Superseded values are not recommended for survey control.
 MM0356
 MM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0356.See file dsdata.pdf to determine how the superseded data were derived.
 MM0356
 MM0356_MARKER: DS = TRIANGULATION STATION DISK
 MM0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0356_STAMPING: BOND 1934
 MM0356_MARK LOGO: CGS
 MM0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0356+STABILITY: SURFACE MOTION
 MM0356
 MM0356  HISTORY     - Date     Condition        Report By
 MM0356  HISTORY     - 1934     MONUMENTED       CGS
 MM0356  HISTORY     - 1973     GOOD             NGS
 MM0356
 MM0356                          STATION DESCRIPTION
 MM0356
 MM0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0356'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC. 7, T. 22 N., R. 23
 MM0356'W., ABOUT 900 YARDS SOUTH-SOUTHEAST FROM THE QUARTER-SECTION MARK
 MM0356'BETWEEN SEC. 7 AND SEC. 12, ABOUT 5-3/4 MILES NORTH-NORTHEAST OF
 MM0356'DUNNING AND 12 MILES A LITTLE SOUTH OF EAST FROM HOLSEY, IN PASTURE
 MM0356'LAND, ON A VERY PROMINENT SAND HILL, THE HIGHEST IN THE IMMEDIATE
 MM0356'VICINITY.  LAND IS OWNED BY THE NEBRASKA BOND AND MANUFACTURING
 MM0356'COMPANY.
 MM0356'
 MM0356'STATION IS REACHED FROM THE ROAD JUNCTION JUST SOUTH OF THE COUNTY
 MM0356'COURTHOUSE IN BREWSTER.  GO SOUTH ON STATE HIGHWAY 7 FOR 10.0 MILES,
 MM0356'OR 1.0 MILE BEYOND A SOD HOUSE ON RIGHT WITH WINDMILL ON SIDE OF ROAD
 MM0356'AND MAIL BOX (C. DURYEA) TO A SIDE ROAD RIGHT, TURN SHARP RIGHT
 MM0356'(NORTH) ON A GOOD DIRT ROAD, GO 0.6 MILE, TURN SHARP LEFT THROUGH WIRE
 MM0356'GATE, GO WEST ACROSS PASTURE AND GO UP LARGE DRAW WHICH IS DUE WEST OF
 MM0356'THE GATE FOR 0.5 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 MM0356'
 MM0356'REFERENCE MARK NO. 1 IS 80 FEET WEST-SOUTHWEST OF SUMMIT OF HILL, ON
 MM0356'WEST SLOPE OF HILL, 80.43 FEET (24.518 METERS) FROM STATION.
 MM0356'
 MM0356'REFERENCE MARK NO. 2 IS 85 FEET SOUTH OF HILL SUMMIT, 84.35 FEET
 MM0356'(25.810 METERS) SOUTH OF STATION.
 MM0356'
 MM0356'AZIMUTH MARK IS 0.7 MILE EAST-SOUTHEAST OF STATION, 40 FEET NORTH OF
 MM0356'EAST-WEST FENCE LINE IN NORTH-SOUTH FENCE LINE, 32 FEET EAST OF
 MM0356'CENTERLINE OF NORTH-SOUTH ROAD.  REACHED FROM STATION BY FOLLOWING
 MM0356'DESCRIPTION BACK TO MAIN ROAD, THENCE TURN RIGHT (SOUTH) AND GO 0.2
 MM0356'MILE TO MARK ON LEFT.
 MM0356'
 MM0356'G.L.O. MARK IS 895.2 FEET NORTHWEST STATION, 2 FEET WEST OF
 MM0356'NORTH-SOUTH FENCE LINE IN EAST-WEST FENCE LINE.  MARK IS BRONZE CAP
 MM0356'SET ON IRON PIPE, ESTABLISHED BY THE GENERAL LAND OFFICE SURVEY.
 MM0356'MARKED--G.L.O. S 12, 1/2, S. 7., 1911.
 MM0356'
 MM0356'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 MM0356
 MM0356                          STATION RECOVERY (1973)
 MM0356
 MM0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0356'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 MM0356'THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN
 MM0356'DESTROYED BY ROAD CONSTRUCTION.  THEREFORE REFERENCE MARK 3 WAS
 MM0356'ESTABLISHED AT THIS TIME.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2
 MM0356'COMPARED FAVORABLY TO THE 1934 DATA BUT THE DIRECTION TO THE GENERAL
 MM0356'LAND OFFICE MARK DID NOT COMPARE FAVORABLY (DIFFERENCE OF 1 DEG 39.6
 MM0356'SEC).  SHORTER DISTANCES TO REFERENCE MARKS 1 AND 2, FROM THE 1934
 MM0356'DATA, WERE NOTED AND VERIFIED AT THIS TIME.  A COMPLETE NEW
 MM0356'DESCRIPTION FOLLOWS.
 MM0356'
 MM0356'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BREWSTER, 6 MILES
 MM0356'NORTHEAST OF DUNNING IN PASTURE LAND AND ON THE HIGHEST POINT OF A
 MM0356'SAND HILL OWNED BY MR. FRED WARREN, PHONE NUMBER (308) 538-2651.
 MM0356'
 MM0356'TO REACH FROM THE POST OFFICE IN DUNNING GO EAST ON GRAVEL AND PAVED
 MM0356'STREET FOR 0.25 MILE TO A T-ROAD, STATE HIGHWAY 2.  TURN LEFT AND GO
 MM0356'NORTH ON STATE HIGHWAY 2 FOR 0.35 MILE TO THE JUNCTION OF STATE
 MM0356'HIGHWAY 91, TURN RIGHT AND GO EAST AND NORTHEAST ON STATE HIGHWAY 91
 MM0356'FOR 6.0 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 MM0356'GRAVELED ROAD FOR 0.1 MILE TO REFERENCE MARK 3 (AZIMUTH MARK) ON THE
 MM0356'LEFT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.75 MILE TO A GATE ON THE
 MM0356'LEFT, TURN LEFT PASSING THROUGH THE GATE AND GO NORTHWEST, UPHILL
 MM0356'THENCE WEST ACROSS COUNTRY IN PASTURE FOR 0.5 MILE TO THE STATION ON
 MM0356'HIGHEST POINT.
 MM0356'
 MM0356'THE STATION MARK IS A STANDARD DISK STAMPED BOND 1934, CEMENTED IN THE
 MM0356'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 MM0356'THE GROUND.  IT IS ON THE HIGHEST POINT OF A PROMINENT HILL.
 MM0356'
 MM0356'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOND NO 1 1934, CEMENTED
 MM0356'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 MM0356'INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 6 FEET LOWER THAN THE
 MM0356'STATION.
 MM0356'
 MM0356'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOND NO 2 1934, CEMENTED
 MM0356'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 MM0356'INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 6 FEET LOWER THAN THE
 MM0356'STATION.
 MM0356'
 MM0356'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED BOND 1934
 MM0356'NO 3 1973, CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 MM0356'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE
 MM0356'CENTER OF A GRAVELED ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST WITH
 MM0356'SIGN ATTACHED AND 1 FOOT EAST OF A WIRE FENCE.
 MM0356'
 MM0356'THE GLO MARK IS A GENERAL LAND OFFICE SURVEY DISK STAMPED S 12 1/4 S7
 MM0356'1911, ATTACHED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 4 INCHES
 MM0356'ABOVE THE GROUND.  IT IS 6 INCHES WEST OF A NORTH-SOUTH FENCE, IN AN
 MM0356'EAST-WEST FENCE.  TO REACH FROM THE STATION GO NORTH-NORTHWEST ACROSS
 MM0356'PASTURE FOR 0.2 MILE TO THE MARK AT THE JUNCTION OF NORTH-SOUTH AND
 MM0356'EAST-WEST FENCES.
 MM0356'
 MM0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST OF
 MM0356'DUNNING
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0793 ***********************************************************************
 NN0793  DESIGNATION -  BONE RESET
 NN0793  PID         -  NN0793
 NN0793  STATE/COUNTY-  NE/BROWN
 NN0793  COUNTRY     -  US
 NN0793  USGS QUAD   -  AINSWORTH SW (2017)
 NN0793
 NN0793                         *CURRENT SURVEY CONTROL
 NN0793  ______________________________________________________________________
 NN0793* NAD 83(1995) POSITION- 42 33 14.00348(N) 099 54 41.76257(W)   ADJUSTED
 NN0793* NAVD 88 ORTHO HEIGHT -   781.    (meters)     2562.    (feet) SCALED
 NN0793  ______________________________________________________________________
 NN0793  GEOID HEIGHT    -        -22.531 (meters)                     GEOID18
 NN0793  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 NN0793  HORZ ORDER      -  SECOND
 NN0793
 NN0793.The horizontal coordinates were established by classical geodetic methods
 NN0793.and adjusted by the National Geodetic Survey in August 1997.
 NN0793
 NN0793.The orthometric height was scaled from a topographic map.
 NN0793
 NN0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0793.GEOID18 height accuracy estimate available here.
 NN0793
 NN0793.Click photographs - Photos may exist for this station.
 NN0793
 NN0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0793
 NN0793. The following values were computed from the NAD 83(1995) position.
 NN0793
 NN0793;                    North         East     Units Scale Factor Converg.
 NN0793;SPC NE       -   302,071.856   507,258.828   MT  0.99982614   +0 03 30.9
 NN0793;SPC NE       -   991,047.41  1,664,231.67   sFT  0.99982614   +0 03 30.9
 NN0793;UTM  14      - 4,711,679.609   425,161.373   MT  0.99966891   -0 36 59.5
 NN0793
 NN0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0793!SPC NE       -   0.99988102  x   0.99982614  =   0.99970718
 NN0793!UTM  14      -   0.99988102  x   0.99966891  =   0.99954997
 NN0793
 NN0793:                Primary Azimuth Mark                     Grid Az
 NN0793:SPC NE       -  AINSWORTH MUNICIPAL TANK                 097 05 48.1
 NN0793:UTM  14      -  AINSWORTH MUNICIPAL TANK                 097 46 18.5
 NN0793
 NN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2516111679(NAD 83)
 NN0793
 NN0793|---------------------------------------------------------------------|
 NN0793| PID    Reference Object                     Distance      Geod. Az  |
 NN0793|                                                           dddmmss.s |
 NN0793| NN0791 AINSWORTH MUNICIPAL TANK            APPROX. 3.8 KM 0970919.0 |
 NN0793| CO2288 BONE AZ MK                                         1013107.1 |
 NN0793| CO2293 BONE RM 5 AZIMUTH                                  1015447.1 |
 NN0793| CO2291 BONE RM 3                            12.228 METERS 13300     |
 NN0793| CO2289 BONE RM 1                             9.968 METERS 13349     |
 NN0793| CO2292 BONE RM 4                            13.021 METERS 25112     |
 NN0793| CO2290 BONE RM 2                            10.778 METERS 26122     |
 NN0793|---------------------------------------------------------------------|
 NN0793
 NN0793                          SUPERSEDED SURVEY CONTROL
 NN0793
 NN0793  NAD 83(1986)-  42 33 14.01048(N)    099 54 41.77463(W) AD(       ) 2
 NN0793  NAD 27      -  42 33 14.01000(N)    099 54 40.32600(W) AD(       ) 2
 NN0793
 NN0793.Superseded values are not recommended for survey control.
 NN0793
 NN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0793.See file dsdata.pdf to determine how the superseded data were derived.
 NN0793
 NN0793_MARKER: DS = TRIANGULATION STATION DISK
 NN0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0793_STAMPING: BONE 1949 1972
 NN0793_MARK LOGO: CGS
 NN0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0793+STABILITY: SURFACE MOTION
 NN0793
 NN0793  HISTORY     - Date     Condition        Report By
 NN0793  HISTORY     - 1949     MONUMENTED       CGS
 NN0793  HISTORY     - 1967     GOOD             USAF
 NN0793  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NN0793
 NN0793                          STATION DESCRIPTION
 NN0793
 NN0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0793'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF AINSWORTH ON THE
 NN0793'RAILROAD RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 20 AND THE NORTHWESTERN
 NN0793'RAILROAD.  IT IS 82 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 NN0793'20, 63 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 49 FEET
 NN0793'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 15 FEET NORTHEAST
 NN0793'OF TRIANGULAR BLAZED TELEPHONE POLE AND 9.5 FEET NORTH-NORTHEAST
 NN0793'OF WITNESS POST.  IT IS STAMPED BONE 1949 AND PROJECTS 2
 NN0793'INCHES.
 NN0793'
 NN0793'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 94 FEET SOUTH OF
 NN0793'THE CENTER OF U.S. HIGHWAY 20, 36 FEET NORTH OF THE NORTH
 NN0793'RAIL OF RAILROAD TRACKS AND 29 FEET WEST OF THE CENTER OF
 NN0793'NORTH-SOUTH ROAD.  IT IS STAMPED BONE NO 1 1949 AND PROJECTS
 NN0793'4 INCHES.
 NN0793'
 NN0793'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 93 FEET
 NN0793'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 37 FEET NORTH OF THE
 NN0793'NORTH RAIL OF RAILROAD TRACKS AND 21 FEET WEST OF TRIANGULAR
 NN0793'BLAZED TELEPHONE POLE.  IT IS STAMPED BONE NO 2 1949 AND
 NN0793'PROJECTS 1 INCH.
 NN0793'
 NN0793'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 61.1 FEET.
 NN0793'
 NN0793'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 98 FEET
 NN0793'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 102 FEET EAST OF THE
 NN0793'CENTER OF DRIVEWAY TO HOUSE, 30 FEET NORTH OF THE NORTH RAIL
 NN0793'OF RAILROAD TRACKS AND 1 FOOT NORTH OF WITNESS POST.  IT IS
 NN0793'STAMPED BONE 1949 AND PROJECTS 1 INCH.
 NN0793'
 NN0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0793'THE NORTH END OF MAIN STREET IN AINSWORTH, GO WEST ON U.S.
 NN0793'HIGHWAY 20 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 NN0793'DESCRIBED, CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.4 MILE TO
 NN0793'T-ROAD SOUTH AND STATION JUST WEST AS DESCRIBED.
 NN0793'
 NN0793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0793
 NN0793                          STATION RECOVERY (1967)
 NN0793
 NN0793'RECOVERY NOTE BY US AIR FORCE 1967
 NN0793'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NN0793'CONDITION.  FOLLOWING A THOROUGH SEARCH, THE AZIMUTH MARK
 NN0793'COULD NOT BE FOUND.  POSSIBLY DESTROYED DURING THE LAYING OF
 NN0793'AN UNDERGROUND CABLE NEARBY.  THE ROUTE DESCRIPTION ADEQUATE.
 NN0793
 NN0793                          STATION RECOVERY (1972)
 NN0793
 NN0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NN0793'THE SUB-SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED
 NN0793'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 NN0793'REFERENCE MARK 2 HAD BEEN HIT BY A BULLDOZER WHEN AN UNDERGROUND
 NN0793'PHONE CABLE WAS PLOWED INTO THE GROUND IN THIS AREA AND THE
 NN0793'AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND AND IT
 NN0793'IS BELIEVED IT WAS DESTROYED WHEN DIRT IN THE AREA WAS REMOVED.
 NN0793'BEING THE HILL THE STATION WAS LOCATED ON HAD TO BE LOWERED
 NN0793'ABOUT THREE FEET, THE SUB-SURFACE STATION POINT WAS HELD AND
 NN0793'THE HILL REMOVED, THEN THE STATION MARK WAS SET BACK IN ITS
 NN0793'ORIGINAL POSITION AND REFERENCE MARKS 3, 4 AND 5 WERE
 NN0793'ESTABLISHED AS REFERENCE MARKS 1 AND 2 WERE ALSO REMOVED.
 NN0793'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 NN0793'
 NN0793'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF AINSWORTH, ON
 NN0793'THE RAILROAD RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 20 AND THE
 NN0793'NORTHWESTERN RAILROAD.
 NN0793'
 NN0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0793'THE NORTH END OF MAIN STREET IN AINSWORTH, GO WEST ON HIGHWAY
 NN0793'20 FOR 2.2 MILES TO REFERENCE MARK 5 ON THE LEFT.  CONTINUE
 NN0793'WEST ON HIGHWAY 20 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT
 NN0793'AND THE STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF THE
 NN0793'INTERSECTION.
 NN0793'
 NN0793'THE STATION MARKS ARE STANDARD DISKS STAMPED BONE 1949 1972.
 NN0793'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 NN0793'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NN0793'83 FEET SOUTH OF THE CENTER OF HIGHWAY 20, 63 FEET WEST OF THE
 NN0793'CENTER OF A GRAVELED ROAD, 49 FEET NORTH OF THE NORTH RAIL
 NN0793'OF THE RAILROAD TRACK AND 1.5 FEET WEST OF A METAL WITNESS
 NN0793'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 NN0793'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 NN0793'
 NN0793'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BONE 1949 NO 3
 NN0793'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 NN0793'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 104.5 FEET
 NN0793'SOUTH OF THE CENTER OF HIGHWAY 20, 28 FEET NORTH OF THE
 NN0793'NORTH RAIL OF THE RAILROAD TRACK, 33 FEET WEST OF THE CENTER OF
 NN0793'A GRAVELED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 NN0793'
 NN0793'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BONE 1949 NO
 NN0793'4 1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NN0793'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 104 FEET
 NN0793'SOUTH OF THE CENTER OF HIGHWAY 20 AND 27.5 FEET NORTH OF THE
 NN0793'NORTH RAIL OF THE RAILROAD TRACK.
 NN0793'
 NN0793'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BONE 1949 NO 5 1972,
 NN0793'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NN0793'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 103 FEET
 NN0793'SOUTH OF THE CENTER OF HIGHWAY 20, 97 FEET EAST OF THE CENTER
 NN0793'OF AN OLD DRIVEWAY, 27.5 FEET NORTH OF THE NORTH RAIL OF THE
 NN0793'RAILROAD TRACK AND 1.5 FEET WEST OF A METAL WITNESS POST.
 NN0793'
 NN0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 NN0793'2-1/2 MILES WEST OF AINSWORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0515 ***********************************************************************
 MN0515  DESIGNATION -  BONNER
 MN0515  PID         -  MN0515
 MN0515  STATE/COUNTY-  NE/MORRILL
 MN0515  COUNTRY     -  US
 MN0515  USGS QUAD   -  ANGORA NE (2017)
 MN0515
 MN0515                         *CURRENT SURVEY CONTROL
 MN0515  ______________________________________________________________________
 MN0515* NAD 83(1995) POSITION- 41 59 19.46396(N) 103 03 17.29192(W)   ADJUSTED
 MN0515* NAVD 88 ORTHO HEIGHT -  1315.    (meters)     4314.    (feet) SCALED
 MN0515  ______________________________________________________________________
 MN0515  GEOID HEIGHT    -        -18.874 (meters)                     GEOID18
 MN0515  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 MN0515  HORZ ORDER      -  SECOND
 MN0515
 MN0515.The horizontal coordinates were established by classical geodetic methods
 MN0515.and adjusted by the National Geodetic Survey in August 1997.
 MN0515
 MN0515.The orthometric height was scaled from a topographic map.
 MN0515
 MN0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0515.GEOID18 height accuracy estimate available here.
 MN0515
 MN0515.Click photographs - Photos may exist for this station.
 MN0515
 MN0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0515
 MN0515. The following values were computed from the NAD 83(1995) position.
 MN0515
 MN0515;                    North         East     Units Scale Factor Converg.
 MN0515;SPC NE       -   243,777.855   246,992.702   MT  0.99969405   -2 01 27.9
 MN0515;SPC NE       -   799,794.51    810,341.89   sFT  0.99969405   -2 01 27.9
 MN0515;UTM  13      - 4,650,356.192   661,128.266   MT  0.99991947   +1 18 05.7
 MN0515
 MN0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0515!SPC NE       -   0.99979681  x   0.99969405  =   0.99949092
 MN0515!UTM  13      -   0.99979681  x   0.99991947  =   0.99971630
 MN0515
 MN0515:                Primary Azimuth Mark                     Grid Az
 MN0515:SPC NE       -  BONNER AZ MK                             127 25 07.9
 MN0515:UTM  13      -  BONNER AZ MK                             124 05 34.3
 MN0515
 MN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6112850356(NAD 83)
 MN0515
 MN0515|---------------------------------------------------------------------|
 MN0515| PID    Reference Object                     Distance      Geod. Az  |
 MN0515|                                                           dddmmss.s |
 MN0515| CP7493 BONNER RM 1                           7.413 METERS 00815     |
 MN0515| CP7494 BONNER RM 2                           9.495 METERS 12118     |
 MN0515| CP7492 BONNER AZ MK                                       1252340.0 |
 MN0515|---------------------------------------------------------------------|
 MN0515
 MN0515                          SUPERSEDED SURVEY CONTROL
 MN0515
 MN0515  NAD 83(1993)-  41 59 19.46374(N)    103 03 17.29209(W) AD(       ) 2
 MN0515  NAD 83(1986)-  41 59 19.46052(N)    103 03 17.29202(W) AD(       ) 2
 MN0515  NAD 27      -  41 59 19.58100(N)    103 03 15.55200(W) AD(       ) 2
 MN0515
 MN0515.Superseded values are not recommended for survey control.
 MN0515
 MN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0515.See file dsdata.pdf to determine how the superseded data were derived.
 MN0515
 MN0515_MARKER: DS = TRIANGULATION STATION DISK
 MN0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0515_STAMPING: BONNER 1946
 MN0515_MARK LOGO: CGS
 MN0515_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0515
 MN0515  HISTORY     - Date     Condition        Report By
 MN0515  HISTORY     - 1946     MONUMENTED       CGS
 MN0515
 MN0515                          STATION DESCRIPTION
 MN0515
 MN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0515'LOCATED ABOUT 12 MILES, AIR LINE, SOUTHWEST OF ALLIANCE ON
 MN0515'THE TOP OF A PROMINENT, POINTED SAND HILL NEAR THE SOUTHEAST
 MN0515'CORNER OF SECTION 1, TOWNSHIP 23 N, RANGE 50 WEST.  IT IS 76
 MN0515'FEET NORTH OF AN EAST-WEST FENCE LINE AND ABOUT 150 FEET WEST
 MN0515'OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK WELDED
 MN0515'ON TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES.  IT IS
 MN0515'STAMPED BONNER 1946.
 MN0515'
 MN0515'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL, 3 FEET
 MN0515'LOWER THAN THE STATION IT IS A STANDARD DISK WELDED ON TOP
 MN0515'OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.  IT IS STAMPED
 MN0515'BONNER NO 1 1946.
 MN0515'
 MN0515'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL, 6 FEET
 MN0515'LOWER THAN THE STATION.  IT IS A STANDARD DISK WELDED ON TOP
 MN0515'OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 59 FEET
 MN0515'NORTH OF AN EAST-WEST FENCE LINE AND 108 FEET NORTHWEST OF
 MN0515'A FENCE CORNER.  IT IS STAMPED BONNER NO 2 1946.
 MN0515'
 MN0515'THE AZIMUTH MARK IS ON THE NORTHEAST END OF THE FIRST LOW
 MN0515'RIDGE EAST OF THE STATION.  IT IS STAMPED BONNER 1946 AND
 MN0515'PROJECTS 8 INCHES.
 MN0515'
 MN0515'REACHED FROM THE STOP LIGHT IN THE CENTER OF ALLIANCE, GO
 MN0515'WEST ON STATE HIGHWAY 19 FOR 1.4 MILES TO THE JUNCTION OF
 MN0515'STATE HIGHWAYS 19 AND 2.  TURN LEFT, SOUTH, AND GO 6.25 MILES
 MN0515'TO A CROSSROAD.  TURN RIGHT AND GO 4.9 MILES TO A DIM TRACK
 MN0515'ROAD LEFT.  TURN LEFT SOUTH, AND GO 0.55 MILE TO THE SECOND
 MN0515'WIRE GATE.  PASS THROUGH WIRE GATE AND CONTINUE FOR 1.05 MILE
 MN0515'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.55 MILE.
 MN0515'HERE TURN RIGHT, WEST, CROSS-COUNTRY, FOR 1.25 MILE, HERE
 MN0515'TURN RIGHT AND CONTINUE UP GRASSY SLOPE, NORTHWEST, FOR 0.2
 MN0515'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST
 MN0515'FOR 150 YARDS TO THE HIGHEST POINT OF THE HILL AND THE
 MN0515'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0687 ***********************************************************************
 NP0687  DESIGNATION -  BOUNDARY MON 165 ECC
 NP0687  PID         -  NP0687
 NP0687  STATE/COUNTY-  NE/DAWES
 NP0687  COUNTRY     -  US
 NP0687  USGS QUAD   -  ISINGLASS BUTTES (2017)
 NP0687
 NP0687                         *CURRENT SURVEY CONTROL
 NP0687  ______________________________________________________________________
 NP0687* NAD 83(1996) POSITION- 42 59 56.80850(N) 102 53 19.27853(W)   ADJUSTED
 NP0687* NAVD 88 ORTHO HEIGHT -  1013.    (meters)     3323.    (feet) SCALED
 NP0687  ______________________________________________________________________
 NP0687  GEOID HEIGHT    -        -17.886 (meters)                     GEOID18
 NP0687  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 NP0687  HORZ ORDER      -  FIRST
 NP0687
 NP0687.The horizontal coordinates were established by classical geodetic methods
 NP0687.and adjusted by the National Geodetic Survey in January 1998.
 NP0687
 NP0687.The orthometric height was scaled from a topographic map.
 NP0687
 NP0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0687.GEOID18 height accuracy estimate available here.
 NP0687
 NP0687.Click photographs - Photos may exist for this station.
 NP0687
 NP0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0687
 NP0687. The following values were computed from the NAD 83(1996) position.
 NP0687
 NP0687;                    North         East     Units Scale Factor Converg.
 NP0687;SPC NE       -   355,457.396   264,494.077   MT  0.99999959   -1 54 51.6
 NP0687;SPC NE       - 1,166,196.47    867,760.98   sFT  0.99999959   -1 54 51.6
 NP0687;SPC SD S     -    77,167.731   391,671.063   MT  0.99996487   -1 45 46.1
 NP0687;SPC SD S     -   253,174.46  1,285,007.48   sFT  0.99996487   -1 45 46.1
 NP0687;UTM  13      - 4,762,879.296   672,094.781   MT  0.99996436   +1 26 24.9
 NP0687
 NP0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0687!SPC NE       -   0.99984404  x   0.99999959  =   0.99984363
 NP0687!SPC SD S     -   0.99984404  x   0.99996487  =   0.99980892
 NP0687!UTM  13      -   0.99984404  x   0.99996436  =   0.99980841
 NP0687
 NP0687:                Primary Azimuth Mark                     Grid Az
 NP0687:SPC NE       -  BOUNDARY MON 165 ECC AZ MK               127 25 45.6
 NP0687:SPC SD S     -  BOUNDARY MON 165 ECC AZ MK               127 16 40.1
 NP0687:UTM  13      -  BOUNDARY MON 165 ECC AZ MK               124 04 29.1
 NP0687
 NP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7209462879(NAD 83)
 NP0687
 NP0687|---------------------------------------------------------------------|
 NP0687| PID    Reference Object                     Distance      Geod. Az  |
 NP0687|                                                           dddmmss.s |
 NP0687| CP9707 BOUNDARY MON 165 ECC AZ MK                         1253054.0 |
 NP0687| CP9708 BOUNDARY MON 165 ECC RM 1            46.561 METERS 20948     |
 NP0687| OT0766 BOUNDARY MON 165 NE SD              208.367 METERS 31754     |
 NP0687|---------------------------------------------------------------------|
 NP0687
 NP0687                          SUPERSEDED SURVEY CONTROL
 NP0687
 NP0687  NAD 83(1995)-  42 59 56.80836(N)    102 53 19.27839(W) AD(       ) 1
 NP0687  NAD 83(1993)-  42 59 56.80420(N)    102 53 19.27700(W) AD(       ) 1
 NP0687  NAD 83(1986)-  42 59 56.79459(N)    102 53 19.27330(W) AD(       ) 1
 NP0687  NAD 27      -  42 59 56.87100(N)    102 53 17.62300(W) AD(       ) 1
 NP0687
 NP0687.Superseded values are not recommended for survey control.
 NP0687
 NP0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0687.See file dsdata.pdf to determine how the superseded data were derived.
 NP0687
 NP0687_MARKER: DS = TRIANGULATION STATION DISK
 NP0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0687_STAMPING: BOUNDARY MON 165 ECC 1934
 NP0687_MARK LOGO: CGS
 NP0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0687+STABILITY: SURFACE MOTION
 NP0687
 NP0687  HISTORY     - Date     Condition        Report By
 NP0687  HISTORY     - 1934     MONUMENTED       CGS
 NP0687
 NP0687                          STATION DESCRIPTION
 NP0687
 NP0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0687'THE STATION IS LOCATED 15 MILES, AIRLINE, SW OF OGLALA POST
 NP0687'OFFICE ON A SMALL HILL 300 YARDS SE OF NEBRASKA-SOUTH DAKOTA
 NP0687'STATE BOUNDARY MONUMENT NO. 165, AND ONE MILE W OF GRADED ROAD
 NP0687'FROM OGLALA TO CHADRON.
 NP0687'
 NP0687'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0687'BRONZE DISKS SET IN CONCRETE.
 NP0687'
 NP0687'REFERENCE MARK NO. 1 IS SSW OF STATION.
 NP0687'
 NP0687'AZIMUTH MARK IS SE OF STATION AND 40 FEET NW OF CENTER LINE OF
 NP0687'HIGHWAY.
 NP0687'
 NP0687'BOUNDARY MONUMENT NO. 165 IS NW OF STATION, AND 4 FEET S OF E-W
 NP0687'FENCE LINE.  THE MONUMENT CONSISTS OF A RED GRANITE POST 10 BY
 NP0687'10 INCHES, BY 3-1/2 FEET HIGH.  IT HAS A CROSS CHISELED IN ITS
 NP0687'TOP.  ON THE S SIDE IS THE LETTER N, ON THE N S.D.
 NP0687'
 NP0687'THE STATION MAY BE REACHED FROM THE STATE LINE ON THE
 NP0687'OGLALA-CHADRON ROAD BY DRIVING S ON THE MAIN ROAD 0.3 MILE TO
 NP0687'A WOODEN BRIDGE.  CROSS BRIDGE AND AT S END LEAVE THE GRADED
 NP0687'ROAD.  TURN RIGHT OR W, AND WORK WAY OVERLAND AROUND COULEES,
 NP0687'IN A GENERALLY WESTERLY DIRECTION FOR 1.1 MILES.  AT A FENCE
 NP0687'T-INTERSECTION WITH THE STATE BOUNDARY FENCE, CROSS N-S FENCE
 NP0687'AND DRIVE SW TO TOP OF HILL AND STATION, 0.2 MILE.
 NP0687'
 NP0687'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0720 ***********************************************************************
 NN0720  DESIGNATION -  BOUNDARY MON 26 1/2 NE SD
 NN0720  PID         -  NN0720
 NN0720  STATE/COUNTY-  NE/BOYD
 NN0720  COUNTRY     -  US
 NN0720  USGS QUAD   -  NAPER NW (2017)
 NN0720
 NN0720                         *CURRENT SURVEY CONTROL
 NN0720  ______________________________________________________________________
 NN0720* NAD 83(1995) POSITION- 42 59 53.47485(N) 099 07 40.27796(W)   ADJUSTED
 NN0720* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 NN0720  ______________________________________________________________________
 NN0720  GEOID HEIGHT    -        -25.520 (meters)                     GEOID18
 NN0720  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 NN0720  HORZ ORDER      -  FIRST
 NN0720
 NN0720.The horizontal coordinates were established by classical geodetic methods
 NN0720.and adjusted by the National Geodetic Survey in August 1997.
 NN0720
 NN0720.The orthometric height was scaled from a topographic map.
 NN0720
 NN0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0720.GEOID18 height accuracy estimate available here.
 NN0720
 NN0720.Click photographs - Photos may exist for this station.
 NN0720
 NN0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0720
 NN0720. The following values were computed from the NAD 83(1995) position.
 NN0720
 NN0720;                    North         East     Units Scale Factor Converg.
 NN0720;SPC NE       -   351,778.575   571,116.373   MT  0.99999917   +0 34 40.7
 NN0720;SPC NE       - 1,154,126.87  1,873,737.63   sFT  0.99999917   +0 34 40.7
 NN0720;UTM  14      - 4,760,621.446   489,578.444   MT  0.99960134   -0 05 13.9
 NN0720
 NN0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0720!SPC NE       -   0.99990422  x   0.99999917  =   0.99990339
 NN0720!UTM  14      -   0.99990422  x   0.99960134  =   0.99950560
 NN0720
 NN0720:                Primary Azimuth Mark                     Grid Az
 NN0720:SPC NE       -  HERRICK MUNICIPAL TANK                   338 41 07.8
 NN0720:UTM  14      -  HERRICK MUNICIPAL TANK                   339 21 02.4
 NN0720
 NN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8957860621(NAD 83)
 NN0720
 NN0720|---------------------------------------------------------------------|
 NN0720| PID    Reference Object                     Distance      Geod. Az  |
 NN0720|                                                           dddmmss.s |
 NN0720| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.16.9 KM 0584938.4 |
 NN0720| CO2199 BOUNDARY MON 26 1/2 RM 1             18.452 METERS 06745     |
 NN0720| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.19.5 KM 0784536.4 |
 NN0720| CO2198 BOUNDARY MON 26 1/2 AZ MK                          0875132.5 |
 NN0720| CO2200 BOUNDARY MON 26 1/2 RM 2             20.186 METERS 29038     |
 NN0720| OR0894 HERRICK MUNICIPAL TANK              APPROX.13.7 KM 3391548.5 |
 NN0720|---------------------------------------------------------------------|
 NN0720
 NN0720                          SUPERSEDED SURVEY CONTROL
 NN0720
 NN0720  NAD 83(1986)-  42 59 53.48182(N)    099 07 40.28568(W) AD(       ) 1
 NN0720  NAD 27      -  42 59 53.48600(N)    099 07 38.93900(W) AD(       ) 1
 NN0720
 NN0720.Superseded values are not recommended for survey control.
 NN0720
 NN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0720.See file dsdata.pdf to determine how the superseded data were derived.
 NN0720
 NN0720_MARKER: DS = TRIANGULATION STATION DISK
 NN0720_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0720_STAMPING: BOUNDARY MON 26-1/2 1940
 NN0720_MARK LOGO: CGS
 NN0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0720
 NN0720  HISTORY     - Date     Condition        Report By
 NN0720  HISTORY     - 1940     MONUMENTED       CGS
 NN0720
 NN0720                          STATION DESCRIPTION
 NN0720
 NN0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0720'STATION IS ON THE NEBRASKA-SOUTH DAKOTA STATE LINE BOUNDARY
 NN0720'MONUMENT 26-1/2, 2-1/2 MILES NORTH-NORTHWEST OF NAPER, 100
 NN0720'YARDS WEST OF THE CENTER OF THE NORTH SIDE OF SEC. 19, T. 35 N.,
 NN0720'R. 15 W., NEBRASKA.
 NN0720'
 NN0720'TO REACH FROM THE NAPER POST OFFICE GO NORTH ON STATE HIGHWAY
 NN0720'12 FOR 0.6 MILE AND KEEP STRAIGHT AHEAD (NORTH) WHERE THE HIGHWAY
 NN0720'TURNS WEST, GO 1.0 MILE AND TURN LEFT (WEST), GO 1.0 MILE AND TURN
 NN0720'RIGHT (NORTH) GO 0.7 MILE AND TURN LEFT (WEST) AT STATE LINE,
 NN0720'GO 0.45 MILE TO THE AZIMUTH MARK AT FENCE LINE, CONTINUE 0.15
 NN0720'MILE WEST ON FARM LANE TO BOUNDARY MONUMENT AND STATION.
 NN0720'
 NN0720'STATION MARK IS ON THE EAST SLOPE OF A SMALL NORTH-SOUTH RIDGE,
 NN0720'ABOUT 50 FEET EAST OF THE TOP OF THE RIDGE, 24 FEET SOUTH OF
 NN0720'FENCE LINE AND 0.6 MILE WEST OF FARMHOUSE.  MARK IS A STANDARD
 NN0720'STATION DISK SET AT THE TOP OF THE BOUNDARY MONUMENT WHICH IS AN
 NN0720'8-INCH SQUARE GRANITE ROCK POST WHICH PROJECTS 3 FEET ABOVE THE
 NN0720'SURFACE OF THE GROUND, AND HAS THE FOLLOWING INSCRIPTIONS ON THE
 NN0720'SIDES--26-1/2M ON THE WEST SIDE, S.D. ON THE NORTH SIDE, N ON
 NN0720'THE SOUTH SIDE.  THE STATION DISK IS STAMPED BOUNDARY MON.
 NN0720'26-1/2 1940.
 NN0720'
 NN0720'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION
 NN0720'MARK, 15 INCHES SOUTH OF THE FENCE LINE, IS STAMPED BOUNDARY
 NN0720'MON. 26-1/2 NO. 1 1940, AND PROJECTS 6 INCHES.
 NN0720'
 NN0720'REFERENCE MARK NO. 2 IS LEVEL WITH STATION, 1 FOOT SOUTH OF FENCE
 NN0720'LINE, IS STAMPED BOUNDARY MON. 26-1/2 NO. 2 1940, AND PROJECTS
 NN0720'4 INCHES.
 NN0720'
 NN0720'AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 2 FEET NORTH OF
 NN0720'SAME EAST-WEST FENCE LINE WHICH IS NEAR STATION, IS STAMPED
 NN0720'BOUNDARY MON. 26-1/2 1940, AND PROJECTS 6 INCHES.
 NN0720'
 NN0720'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0582 ***********************************************************************
 NO0582  DESIGNATION -  BOUNDARY MON 49 ECC RM 2
 NO0582  PID         -  NO0582
 NO0582  STATE/COUNTY-  NE/CHERRY
 NO0582  COUNTRY     -  US
 NO0582  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0582
 NO0582                         *CURRENT SURVEY CONTROL
 NO0582  ______________________________________________________________________
 NO0582* NAD 83(1986) POSITION- 42 59 52.87   (N) 100 36 55.99   (W)   HD_HELD1
 NO0582* NAVD 88 ORTHO HEIGHT -   859.268 (meters)     2819.12  (feet) ADJUSTED
 NO0582  ______________________________________________________________________
 NO0582  GEOID HEIGHT    -        -22.074 (meters)                     GEOID18
 NO0582  DYNAMIC HEIGHT  -        858.923 (meters)     2817.98  (feet) COMP
 NO0582  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 NO0582
 NO0582  VERT ORDER      -  FIRST     CLASS II
 NO0582
 NO0582.The horizontal coordinates were determined by differentially corrected
 NO0582.hand held GPS observations or other comparable positioning techniques
 NO0582.and have an estimated accuracy of +/- 3 meters.
 NO0582
 NO0582.The orthometric height was determined by differential leveling and
 NO0582.adjusted by the NATIONAL GEODETIC SURVEY
 NO0582.in June 1994.
 NO0582
 NO0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0582.GEOID18 height accuracy estimate available here.
 NO0582
 NO0582.Click photographs - Photos may exist for this station.
 NO0582
 NO0582.The dynamic height is computed by dividing the NAVD 88
 NO0582.geopotential number by the normal gravity value computed on the
 NO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0582.degrees latitude (g = 980.6199 gals.).
 NO0582
 NO0582.The modeled gravity was interpolated from observed gravity values.
 NO0582
 NO0582;                    North         East    Units  Estimated Accuracy
 NO0582;SPC NE       -   351,579.9     449,806.1     MT  (+/- 3 meters HH1 GPS) 
 NO0582
 NO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6831361861(NAD 83)
 NO0582
 NO0582                          SUPERSEDED SURVEY CONTROL
 NO0582
 NO0582.No superseded survey control is available for this station.
 NO0582
 NO0582_MARKER: DR = REFERENCE MARK DISK
 NO0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0582_STAMPING: BDY. MON. NO. 2. 49 ECC 1933
 NO0582_MARK LOGO: CGS
 NO0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0582+STABILITY: SURFACE MOTION
 NO0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0582+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0582
 NO0582  HISTORY     - Date     Condition        Report By
 NO0582  HISTORY     - 1933     MONUMENTED       CGS
 NO0582  HISTORY     - 19920723 GOOD             NGS
 NO0582
 NO0582                          STATION DESCRIPTION
 NO0582
 NO0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0582'13.7 KM (8.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0582'COURTHOUSE IN VALENTINE, THENCE 3.4 KM (2.10 MI) WESTERLY ALONG A
 NO0582'ROAD (ABANDONED) AND THE NE-SD STATE LINE, 136.0 M (446.2 FT)
 NO0582'WEST-SOUTHWEST OF A RED STONE BOUNDARY MONUMENT, 53.9 M (176.8 FT)
 NO0582'SOUTH OF TRIANGULATION STATION BOUNDARY MON 49 ECC, 50.4 M (165.4 FT)
 NO0582'SOUTHWEST OF A WELL, 45.8 M (150.3 FT) WEST OF THE NORTH LEG OF A
 NO0582'DOUBLE UTILITY POLE, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE ROAD,
 NO0582'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 NO0582'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0563 ***********************************************************************
 MN0563  DESIGNATION -  BOUNDARY MON CO NE
 MN0563  PID         -  MN0563
 MN0563  STATE/COUNTY-  NE/CHEYENNE
 MN0563  COUNTRY     -  US
 MN0563  USGS QUAD   -  POTTER SE (2017)
 MN0563
 MN0563                         *CURRENT SURVEY CONTROL
 MN0563  ______________________________________________________________________
 MN0563* NAD 83(1995) POSITION- 41 00 07.22114(N) 103 18 57.60315(W)   ADJUSTED
 MN0563* NAVD 88 ORTHO HEIGHT -  1418.    (meters)     4652.    (feet) SCALED
 MN0563  ______________________________________________________________________
 MN0563  GEOID HEIGHT    -        -19.276 (meters)                     GEOID18
 MN0563  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MN0563  HORZ ORDER      -  SECOND
 MN0563
 MN0563.The horizontal coordinates were established by classical geodetic methods
 MN0563.and adjusted by the National Geodetic Survey in August 1997.
 MN0563
 MN0563.The orthometric height was scaled from a topographic map.
 MN0563
 MN0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0563.GEOID18 height accuracy estimate available here.
 MN0563
 MN0563.Click photographs - Photos may exist for this station.
 MN0563
 MN0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0563
 MN0563. The following values were computed from the NAD 83(1995) position.
 MN0563
 MN0563;                    North         East     Units Scale Factor Converg.
 MN0563;SPC NE       -   135,101.360   221,169.013   MT  0.99969701   -2 11 51.0
 MN0563;SPC NE       -   443,245.05    725,618.67   sFT  0.99969701   -2 11 51.0
 MN0563;UTM  13      - 4,540,345.442   641,625.490   MT  0.99984687   +1 06 18.1
 MN0563
 MN0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0563!SPC NE       -   0.99978070  x   0.99969701  =   0.99947777
 MN0563!UTM  13      -   0.99978070  x   0.99984687  =   0.99962760
 MN0563
 MN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4162540345(NAD 83)
 MN0563
 MN0563                          SUPERSEDED SURVEY CONTROL
 MN0563
 MN0563  NAD 83(1993)-  41 00 07.21578(N)    103 18 57.60489(W) AD(       ) 2
 MN0563  NAD 83(1992)-  41 00 07.21573(N)    103 18 57.60488(W) AD(       ) 2
 MN0563  NAD 83(1986)-  41 00 07.21306(N)    103 18 57.60376(W) AD(       ) 2
 MN0563  NAD 27      -  41 00 07.26890(N)    103 18 55.85700(W) AD(       ) 2
 MN0563
 MN0563.Superseded values are not recommended for survey control.
 MN0563
 MN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0563.See file dsdata.pdf to determine how the superseded data were derived.
 MN0563
 MN0563_MARKER: V = STONE MONUMENT
 MN0563_SETTING: 0 = UNSPECIFIED SETTING
 MN0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0563
 MN0563  HISTORY     - Date     Condition        Report By
 MN0563  HISTORY     - 1934     MONUMENTED       CGS
 MN0563  HISTORY     - 1963     GOOD             CGS
 MN0563
 MN0563                          STATION DESCRIPTION
 MN0563
 MN0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0563'LOCALITY--STATE LINE, 15 MILES SOUTH OF POTTER.  THIS MONUMENT
 MN0563'CONSISTS OF A 6-INCH SQUARE STONE POST PROJECTING ABOUT 2
 MN0563'INCHES ABOVE THE SURFACE OF THE GROUND.  IT HAS A DIAGONAL
 MN0563'CRACK ACROSS ITS TOP.  IT IS 150 YARDS SOUTH OF WINDMILL ON
 MN0563'MR. ANDERSONS FARM, 20 YARDS EAST OF A FENCE CORNER, AND 1-1/2
 MN0563'FEET SOUTH OF AN EAST-WEST FENCE LINE.  THIS MONUMENT IS
 MN0563'1194.692 METERS WEST-SOUTHWEST OF STATION COLONEB, HORIZONTAL
 MN0563'DISTANCE.
 MN0563'
 MN0563'THIS MONUMENT MAY BE REACHED FROM POTTER BY DRIVING SOUTH FROM
 MN0563'U.S. HIGHWAY 30 ON A GOOD, GRADED, GRAVELED COUNTRY ROAD
 MN0563'FOR 2.9 MILES TO A T-INTERSECTION.  THEN PROCEED AS FOLLOWS--EAST
 MN0563'0.5 MILE.  SOUTH 7.0 MILES TO T-INTERSECTION.  AND EAST 1.0
 MN0563'MILE.  AFTER WINDING SOUTHEASTERLY DOWN A HILL, FOLLOW THE
 MN0563'GRADED ROAD SOUTH 1.9 MILES TO A T-INTERSECTION, GO WEST 0.4
 MN0563'MILE, LEAVE THE GRADE AND DRIVE SOUTH ON A POOR SECTION-LINE
 MN0563'ROAD FOR 3.0 MILES.  (A SMALL BRIDGE WITH WHITE RAILINGS
 MN0563'IS CROSSED JUST AFTER LEAVING MAIN GRADED ROAD.) AT A FARM
 MN0563'CROSS ROAD AT TWO DIAGONAL FENCE CORNERS TURN RIGHT (WEST)
 MN0563'AND GO ONE-HALF MILE ON TRACK ROAD TO THE FARM BUILDINGS,
 MN0563'PASS THROUGH TWO WIRE GATES AT SIDE OF HOUSE AND GO 150
 MN0563'YARDS DUE SOUTH OF WINDMILL TO MONUMENT.
 MN0563
 MN0563                          STATION RECOVERY (1963)
 MN0563
 MN0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0563'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0715 ***********************************************************************
 NN0715  DESIGNATION -  BOUNDARY MP 38 NE SD
 NN0715  PID         -  NN0715
 NN0715  STATE/COUNTY-  NE/BOYD
 NN0715  COUNTRY     -  US
 NN0715  USGS QUAD   -  BUTTE NW (2017)
 NN0715
 NN0715                         *CURRENT SURVEY CONTROL
 NN0715  ______________________________________________________________________
 NN0715* NAD 83(1995) POSITION- 42 59 53.46821(N) 098 54 04.91137(W)   ADJUSTED
 NN0715* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 NN0715  ______________________________________________________________________
 NN0715  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 NN0715  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 NN0715  HORZ ORDER      -  SECOND
 NN0715
 NN0715.The horizontal coordinates were established by classical geodetic methods
 NN0715.and adjusted by the National Geodetic Survey in August 1997.
 NN0715
 NN0715.The orthometric height was scaled from a topographic map.
 NN0715
 NN0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0715.GEOID18 height accuracy estimate available here.
 NN0715
 NN0715.Click photographs - Photos may exist for this station.
 NN0715
 NN0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0715
 NN0715. The following values were computed from the NAD 83(1995) position.
 NN0715
 NN0715;                    North         East     Units Scale Factor Converg.
 NN0715;SPC NE       -   351,988.859   589,583.971   MT  0.99999917   +0 43 41.0
 NN0715;SPC NE       - 1,154,816.78  1,934,326.74   sFT  0.99999917   +0 43 41.0
 NN0715;SPC SD S     -    74,866.125   716,757.713   MT  0.99996505   +0 59 16.2
 NN0715;SPC SD S     -   245,623.28  2,351,562.60   sFT  0.99996505   +0 59 16.2
 NN0715;UTM  14      - 4,760,618.031   508,039.873   MT  0.99960080   +0 04 02.2
 NN0715
 NN0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0715!SPC NE       -   0.99991195  x   0.99999917  =   0.99991112
 NN0715!SPC SD S     -   0.99991195  x   0.99996505  =   0.99987701
 NN0715!UTM  14      -   0.99991195  x   0.99960080  =   0.99951279
 NN0715
 NN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0803960618(NAD 83)
 NN0715
 NN0715                          SUPERSEDED SURVEY CONTROL
 NN0715
 NN0715  NAD 83(1986)-  42 59 53.47580(N)    098 54 04.91935(W) AD(       ) 2
 NN0715  NAD 27      -  42 59 53.48700(N)    098 54 03.59400(W) AD(       ) 2
 NN0715
 NN0715.Superseded values are not recommended for survey control.
 NN0715
 NN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0715.See file dsdata.pdf to determine how the superseded data were derived.
 NN0715
 NN0715_MARKER: 71 = BOUNDARY MONUMENT
 NN0715
 NN0715  HISTORY     - Date     Condition        Report By
 NN0715  HISTORY     - UNK      FIRST OBSERVED
 NN0715
 NN0715                          STATION DESCRIPTION
 NN0715
 NN0715'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0700 ***********************************************************************
 NN0700  DESIGNATION -  BOUNDARY MP 46 1/2 NE SD
 NN0700  PID         -  NN0700
 NN0700  STATE/COUNTY-  NE/BOYD
 NN0700  COUNTRY     -  US
 NN0700  USGS QUAD   -  SPENCER NORTH (2017)
 NN0700
 NN0700                         *CURRENT SURVEY CONTROL
 NN0700  ______________________________________________________________________
 NN0700* NAD 83(1995) POSITION- 42 59 54.11416(N) 098 44 01.61830(W)   ADJUSTED
 NN0700* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 NN0700  ______________________________________________________________________
 NN0700  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 NN0700  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 NN0700  HORZ ORDER      -  SECOND
 NN0700
 NN0700.The horizontal coordinates were established by classical geodetic methods
 NN0700.and adjusted by the National Geodetic Survey in August 1997.
 NN0700
 NN0700.The orthometric height was scaled from a topographic map.
 NN0700
 NN0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0700.GEOID18 height accuracy estimate available here.
 NN0700
 NN0700.Click photographs - Photos may exist for this station.
 NN0700
 NN0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0700
 NN0700. The following values were computed from the NAD 83(1995) position.
 NN0700
 NN0700;                    North         East     Units Scale Factor Converg.
 NN0700;SPC NE       -   352,195.672   603,247.540   MT  0.99999925   +0 50 20.8
 NN0700;SPC NE       - 1,155,495.30  1,979,154.64   sFT  0.99999925   +0 50 20.8
 NN0700;SPC SD S     -    75,135.421   730,419.726   MT  0.99996501   +1 06 12.4
 NN0700;SPC SD S     -   246,506.79  2,396,385.38   sFT  0.99996501   +1 06 12.4
 NN0700;UTM  14      - 4,760,667.617   521,699.501   MT  0.99960579   +0 10 53.6
 NN0700
 NN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0700!SPC NE       -   0.99991637  x   0.99999925  =   0.99991562
 NN0700!SPC SD S     -   0.99991637  x   0.99996501  =   0.99988138
 NN0700!UTM  14      -   0.99991637  x   0.99960579  =   0.99952219
 NN0700
 NN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2169960667(NAD 83)
 NN0700
 NN0700                          SUPERSEDED SURVEY CONTROL
 NN0700
 NN0700  NAD 83(1986)-  42 59 54.12273(N)    098 44 01.62606(W) AD(       ) 2
 NN0700  NAD 27      -  42 59 54.13800(N)    098 44 00.31300(W) AD(       ) 2
 NN0700
 NN0700.Superseded values are not recommended for survey control.
 NN0700
 NN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0700.See file dsdata.pdf to determine how the superseded data were derived.
 NN0700
 NN0700_MARKER: X = CHISELED CROSS
 NN0700_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0700
 NN0700  HISTORY     - Date     Condition        Report By
 NN0700  HISTORY     - 1945     MONUMENTED       CGS
 NN0700  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NN0700
 NN0700                          STATION DESCRIPTION
 NN0700
 NN0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0700'THE STATION IS LOCATED ABOUT 7.0 MILES N OF THE VILLAGE OF
 NN0700'SPENCER, NEBRASKA AND IS ON THE NEBRASKA-SOUTH DAKOTA STATE
 NN0700'LINE.  IT IS 19 FEET S OF THE APPROXIMATE CENTER LINE OF A
 NN0700'GRADED DIRT ROAD.
 NN0700'
 NN0700'THE MONUMENT IS A 10-INCH SQUARE AND 4-FOOT HIGH GRANITE
 NN0700'MARKER.  ON THE TOP OF THE MONUMENT WAS FOUND A CHISELED CROSS
 NN0700'NEAR THE CENTER OF THE STONE AND THIS POINT WAS MEASURED AND
 NN0700'OBSERVED.  ON THE N SIDE OF THE MONUMENT THERE WAS CHISELED
 NN0700'IN THE STONE S D WHILE ON THE S SIDE THERE WAS CHISELED AN
 NN0700'N, AND ON THE W SIDE THERE WAS CHISELED 46-1/2 M.
 NN0700'
 NN0700'A TRAVERSE CONNECTION WAS MADE FROM STATION WARE 1940 TO
 NN0700'NEBRASKA-SOUTH DAKOTA STATE LINE MONUMENT 46-1/2 M.  IT IS
 NN0700'486.806 METERS (1,597.13 FEET) NE OF STATION WARE 1940.
 NN0700'
 NN0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0700'AND STATE HIGHWAY 54 IN THE SE SECTION OF THE VILLAGE OF
 NN0700'FAIRFAX, GO E ON STATE HIGHWAY 54 FOR 9.6 MILES TO THE
 NN0700'NEBRASKA-SOUTH DAKOTA STATE LINE, THENCE TURN RIGHT ON A
 NN0700'GRADED DIRT ROAD AND GO 0.3 MILE TO THE MONUMENT ON THE LEFT
 NN0700'AS DESCRIBED.
 NN0700'
 NN0700'THIS IS A TRAVERSE STATION.
 NN0700
 NN0700                          STATION RECOVERY (1948)
 NN0700
 NN0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0700'THE STATION IS LOCATED ON THE NEBRASKA AND SOUTH DAKOTA STATE
 NN0700'LINE, 8.0 MILES EAST-SOUTHEAST OF FAIRFAX AND ALONG THE SOUTH
 NN0700'SIDE OF THE ROAD.  IT IS A STONE POST ABOUT 8 INCHES SQUARE AND
 NN0700'4.5 FEET HIGH.  IT HAS THE LETTER N ON THE SOUTH SIDE, S D ON THE
 NN0700'NORTH AND 46-1/2 M ON THE WEST.
 NN0700'
 NN0700'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WARE
 NN0700'1940 TO 46-1/2 M.  IT IS 486.806 METERS (1597.13 FEET) NORTHEAST
 NN0700'OF THE STATION.  TRAVERSED BY J.C.P. IN 1945.
 NN0700'
 NN0700'TO REACH FROM THE JUNCTION OF HIGHWAY 281 AND HIGHWAY 54 IN
 NN0700'THE SOUTHEAST EDGE OF FAIRFAX, GO EAST ON HIGHWAY 54 9.9
 NN0700'MILES TO THE NEBRASKA AND SOUTH DAKOTA STATE LINE, TURN RIGHT
 NN0700'(WEST) ON DIRT ROAD 0.4 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0698 ***********************************************************************
 NN0698  DESIGNATION -  BOUNDARY MP 46 NE SD
 NN0698  PID         -  NN0698
 NN0698  STATE/COUNTY-  NE/BOYD
 NN0698  COUNTRY     -  US
 NN0698  USGS QUAD   -  SPENCER NORTH (2017)
 NN0698
 NN0698                         *CURRENT SURVEY CONTROL
 NN0698  ______________________________________________________________________
 NN0698* NAD 83(1995) POSITION- 42 59 54.08819(N) 098 44 37.13463(W)   ADJUSTED
 NN0698* NAVD 88 ORTHO HEIGHT -   560.    (meters)     1837.    (feet) SCALED
 NN0698  ______________________________________________________________________
 NN0698  GEOID HEIGHT    -        -25.983 (meters)                     GEOID18
 NN0698  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 NN0698  HORZ ORDER      -  SECOND
 NN0698
 NN0698.The horizontal coordinates were established by classical geodetic methods
 NN0698.and adjusted by the National Geodetic Survey in August 1997.
 NN0698
 NN0698.The orthometric height was scaled from a topographic map.
 NN0698
 NN0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0698.GEOID18 height accuracy estimate available here.
 NN0698
 NN0698.Click photographs - Photos may exist for this station.
 NN0698
 NN0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0698
 NN0698. The following values were computed from the NAD 83(1995) position.
 NN0698
 NN0698;                    North         East     Units Scale Factor Converg.
 NN0698;SPC NE       -   352,183.135   602,443.162   MT  0.99999925   +0 49 57.3
 NN0698;SPC NE       - 1,155,454.17  1,976,515.61   sFT  0.99999925   +0 49 57.3
 NN0698;SPC SD S     -    75,119.175   729,615.442   MT  0.99996501   +1 05 47.9
 NN0698;SPC SD S     -   246,453.49  2,393,746.66   sFT  0.99996501   +1 05 47.9
 NN0698;UTM  14      - 4,760,664.315   520,895.349   MT  0.99960537   +0 10 29.4
 NN0698
 NN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0698!SPC NE       -   0.99991621  x   0.99999925  =   0.99991546
 NN0698!SPC SD S     -   0.99991621  x   0.99996501  =   0.99988122
 NN0698!UTM  14      -   0.99991621  x   0.99960537  =   0.99952161
 NN0698
 NN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2089560664(NAD 83)
 NN0698
 NN0698                          SUPERSEDED SURVEY CONTROL
 NN0698
 NN0698  NAD 83(1986)-  42 59 54.09668(N)    098 44 37.14213(W) AD(       ) 2
 NN0698  NAD 27      -  42 59 54.11100(N)    098 44 35.83200(W) AD(       ) 2
 NN0698
 NN0698.Superseded values are not recommended for survey control.
 NN0698
 NN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0698.See file dsdata.pdf to determine how the superseded data were derived.
 NN0698
 NN0698_MARKER: H = DRILL HOLE
 NN0698_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0698
 NN0698  HISTORY     - Date     Condition        Report By
 NN0698  HISTORY     - 1940     MONUMENTED       CGS
 NN0698  HISTORY     - 1945     GOOD             CGS
 NN0698  HISTORY     - 1948     GOOD             CGS
 NN0698
 NN0698                          STATION DESCRIPTION
 NN0698
 NN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0698'THE STATION IS MARKED BY A SMALL DRILL HOLE IN THE TOP OF A
 NN0698'10-INCH SQUARE RED GRANITE POST WHICH MARKS THE BOUNDARY
 NN0698'BETWEEN NEBRASKA AND SOUTH DAKOTA.  THE POST PROJECTS 3-1/2
 NN0698'FEET ABOVE THE GROUND, AND BEARS THE FOLLOWING INSCRIPTION--S.D.
 NN0698'ON NORTH FACE AND N ON SOUTH FACE, AND 46M ON WEST FACE.  IT
 NN0698'IS 14 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND
 NN0698'325 FEET WEST OF THE INTERSECTION OF A T-ROAD SOUTH, THE
 NN0698'STATION WAS CONNECTED BY TRAVERSE TO STATION WARE WHICH IS ON
 NN0698'THE TOP OF A SMALL HILL TO THE EASTWARD.
 NN0698
 NN0698                          STATION RECOVERY (1945)
 NN0698
 NN0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0698'THE STATION IS LOCATED ABOUT 7.0 MILES N OF THE VILLAGE OF
 NN0698'SPENCER, NEBRASKA, AND IS ON THE NEBRASKA-SOUTH DAKOTA STATE
 NN0698'LINE.  IT IS ON THE N EDGE OF A CULTIVATED FIELD, 19 FEET S
 NN0698'OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.
 NN0698'
 NN0698'THE MONUMENT IS A 10-INCH SQUARE AND 4-FOOT HIGH GRANITE MARKER.
 NN0698'ON THE TOP WAS FOUND A DRILLED HOLE ABOUT 3 MILLIMETERS IN
 NN0698'DIAMETER IN THE CENTER OF THE STONE AND THIS POINT WAS MEASURED
 NN0698'AND OBSERVED.  ON THE N SIDE OF THE MONUMENT THERE WAS CHISELED
 NN0698'IN STONE S D WHILE ON THE S SIDE THERE WAS CHISELED AN N,
 NN0698'AND ON THE W SIDE THERE WAS CHISELED 46 M.
 NN0698'
 NN0698'A TRAVERSE CONNECTION WAS MADE FROM STATION WARE 1940 TO
 NN0698'NEBRASKA-SOUTH DAKOTA STATE LINE MONUMENT 46 M.  IT IS 331.382
 NN0698'METERS (1,087.21 FEET) NW OF STATION WARE 1940.
 NN0698'
 NN0698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0698'AND STATE HIGHWAY 54 IN THE SE SECTION OF THE VILLAGE OF
 NN0698'FAIRFAX, GO E ON HIGHWAY 54 FOR 9.6 MILES TO THE NEBRASKA-SOUTH
 NN0698'DAKOTA LINE, THENCE RIGHT FOR 0.8 MILE TO MONUMENT ON LEFT
 NN0698'AS DESCRIBED.
 NN0698'
 NN0698'THIS IS A TRAVERSE STATION.
 NN0698
 NN0698                          STATION RECOVERY (1948)
 NN0698
 NN0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0698'THE STATION IS LOCATED ON THE NEBRASKA AND SOUTH DAKOTA STATE
 NN0698'LINE, 8.0 MILES EAST-SOUTHEAST OF FAIRFAX AND ALONG THE SOUTH
 NN0698'EDGE OF THE ROAD.  IT IS A STONE POST ABOUT 8 INCHES SQUARE
 NN0698'AND 4.5 FEET HIGH.  IT HAS THE LETTER N ON THE SOUTH SIDE, S D
 NN0698'ON THE NORTH AND 46 M ON THE WEST.
 NN0698'
 NN0698'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NN0698'WARE 1940 TO 46 M.  IT IS 331.382 METERS (1087.21 FEET) NORTHWEST
 NN0698'OF THE STATION.  TRAVERSED BY J.C.P. IN 1945.
 NN0698'
 NN0698'TO REACH FROM THE JUNCTION OF HIGHWAY 281 AND HIGHWAY 54 IN
 NN0698'THE SOUTHEAST EDGE OF FAIRFAX, GO EAST ON HIGHWAY 54 9.9
 NN0698'MILES TO-THE NEBRASKA AND SOUTH DAKOTA STATE LINE, TURN RIGHT
 NN0698'(WEST) ON DIRT ROAD 0.9 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0692 ***********************************************************************
 NN0692  DESIGNATION -  BOUNDARY MP 55 NE SD
 NN0692  PID         -  NN0692
 NN0692  STATE/COUNTY-  NE/BOYD
 NN0692  COUNTRY     -  US
 NN0692  USGS QUAD   -  GROSS (2017)
 NN0692
 NN0692                         *CURRENT SURVEY CONTROL
 NN0692  ______________________________________________________________________
 NN0692* NAD 83(1995) POSITION- 42 59 54.87094(N) 098 33 59.54023(W)   ADJUSTED
 NN0692* NAVD 88 ORTHO HEIGHT -   530.    (meters)     1739.    (feet) SCALED
 NN0692  ______________________________________________________________________
 NN0692  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 NN0692  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 NN0692  HORZ ORDER      -  SECOND
 NN0692
 NN0692.The horizontal coordinates were established by classical geodetic methods
 NN0692.and adjusted by the National Geodetic Survey in August 1997.
 NN0692
 NN0692.The orthometric height was scaled from a topographic map.
 NN0692
 NN0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0692.GEOID18 height accuracy estimate available here.
 NN0692
 NN0692.Click photographs - Photos may exist for this station.
 NN0692
 NN0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0692
 NN0692. The following values were computed from the NAD 83(1995) position.
 NN0692
 NN0692;                    North         East     Units Scale Factor Converg.
 NN0692;SPC NE       -   352,431.931   616,883.070   MT  0.99999935   +0 56 59.8
 NN0692;SPC NE       - 1,156,270.43  2,023,890.54   sFT  0.99999935   +0 56 59.8
 NN0692;SPC SD S     -    75,435.115   744,053.541   MT  0.99996497   +1 13 07.8
 NN0692;SPC SD S     -   247,490.04  2,441,115.66   sFT  0.99996497   +1 13 07.8
 NN0692;UTM  14      - 4,760,747.727   535,331.536   MT  0.99961536   +0 17 44.2
 NN0692
 NN0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0692!SPC NE       -   0.99992094  x   0.99999935  =   0.99992029
 NN0692!SPC SD S     -   0.99992094  x   0.99996497  =   0.99988591
 NN0692!UTM  14      -   0.99992094  x   0.99961536  =   0.99953633
 NN0692
 NN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3533160747(NAD 83)
 NN0692
 NN0692                          SUPERSEDED SURVEY CONTROL
 NN0692
 NN0692  NAD 83(1986)-  42 59 54.88053(N)    098 33 59.54754(W) AD(       ) 2
 NN0692  NAD 27      -  42 59 54.89800(N)    098 33 58.24800(W) AD(       ) 2
 NN0692
 NN0692.Superseded values are not recommended for survey control.
 NN0692
 NN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0692.See file dsdata.pdf to determine how the superseded data were derived.
 NN0692
 NN0692_MARKER: H = DRILL HOLE
 NN0692_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0692
 NN0692  HISTORY     - Date     Condition        Report By
 NN0692  HISTORY     - 1940     MONUMENTED       CGS
 NN0692
 NN0692                          STATION DESCRIPTION
 NN0692
 NN0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0692'MONUMENT IS ON THE NEBRASKA-SOUTH DAKOTA STATE LINE ABOUT 3-1/2
 NN0692'MILES NORTH OF GROSS, NEAR THE NORTHEAST CORNER OF SEC. 23,
 NN0692'T. 35 N., R. 11 W., NEBRASKA.  MONUMENT IS 266.312 METERS
 NN0692'EAST OF TRIANGULATION STATION MORTON, (1940) ABOUT 50 YARDS
 NN0692'EAST OF A RIGHT-ANGLE TURN IN ROAD, ABOUT 75 FEET EAST OF A FENCE
 NN0692'CORNER, ABOUT 31 FEET SOUTH OF AN EAST-WEST FENCE.  MONUMENT
 NN0692'IS OF GRANITE, 10 INCHES SQUARE AND PROJECTS 3-1/2 FEET FROM
 NN0692'THE GROUND.  IT IS LETTERED S.D. ON THE NORTH SIDE, N ON THE
 NN0692'SOUTH AND 55 M. ON THE WEST SIDE.  POINT LOCATED BY TRAVERSE
 NN0692'FROM TRIANGULATION STATION MORTON, (1940) IS A SMALL DRILL
 NN0692'HOLE IN THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1157 ***********************************************************************
 ML1157  DESIGNATION -  BOW
 ML1157  PID         -  ML1157
 ML1157  STATE/COUNTY-  NE/CUSTER
 ML1157  COUNTRY     -  US
 ML1157  USGS QUAD   -  BROKEN BOW NE (2017)
 ML1157
 ML1157                         *CURRENT SURVEY CONTROL
 ML1157  ______________________________________________________________________
 ML1157* NAD 83(1995) POSITION- 41 27 24.64772(N) 099 34 58.40405(W)   ADJUSTED
 ML1157* NAVD 88 ORTHO HEIGHT -   842.    (meters)     2762.    (feet) SCALED
 ML1157  ______________________________________________________________________
 ML1157  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 ML1157  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 ML1157  HORZ ORDER      -  FIRST
 ML1157
 ML1157.The horizontal coordinates were established by classical geodetic methods
 ML1157.and adjusted by the National Geodetic Survey in August 1997.
 ML1157
 ML1157.The orthometric height was scaled from a topographic map.
 ML1157
 ML1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1157.GEOID18 height accuracy estimate available here.
 ML1157
 ML1157.Click photographs - Photos may exist for this station.
 ML1157
 ML1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1157
 ML1157. The following values were computed from the NAD 83(1995) position.
 ML1157
 ML1157;                    North         East     Units Scale Factor Converg.
 ML1157;SPC NE       -   180,334.973   534,838.175   MT  0.99965896   +0 16 35.1
 ML1157;SPC NE       -   591,648.99  1,754,714.91   sFT  0.99965896   +0 16 35.1
 ML1157;UTM  14      - 4,589,637.332   451,317.998   MT  0.99962916   -0 23 09.3
 ML1157
 ML1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1157!SPC NE       -   0.99987148  x   0.99965896  =   0.99953048
 ML1157!UTM  14      -   0.99987148  x   0.99962916  =   0.99950069
 ML1157
 ML1157:                Primary Azimuth Mark                     Grid Az
 ML1157:SPC NE       -  BOW RM 1                                 146 29 57.2
 ML1157:UTM  14      -  BOW RM 1                                 147 09 41.6
 ML1157
 ML1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5131789637(NAD 83)
 ML1157
 ML1157|---------------------------------------------------------------------|
 ML1157| PID    Reference Object                     Distance      Geod. Az  |
 ML1157|                                                           dddmmss.s |
 ML1157| CN7938 BOW RM 1                                           1464632.3 |
 ML1157| CN7939 BOW RM 2                                           16528     |
 ML1157| CN7940 BOW RM 3                                           23552     |
 ML1157|---------------------------------------------------------------------|
 ML1157
 ML1157                          SUPERSEDED SURVEY CONTROL
 ML1157
 ML1157  NAD 83(1986)-  41 27 24.65417(N)    099 34 58.40917(W) AD(       ) 1
 ML1157  NAD 27      -  41 27 24.63000(N)    099 34 57.01000(W) AD(       ) 1
 ML1157
 ML1157.Superseded values are not recommended for survey control.
 ML1157
 ML1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1157.See file dsdata.pdf to determine how the superseded data were derived.
 ML1157
 ML1157_MARKER: DS = TRIANGULATION STATION DISK
 ML1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1157_STAMPING: BOW 1933
 ML1157_MARK LOGO: CGS
 ML1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1157+STABILITY: SURFACE MOTION
 ML1157
 ML1157  HISTORY     - Date     Condition        Report By
 ML1157  HISTORY     - 1933     MONUMENTED       CGS
 ML1157
 ML1157                          STATION DESCRIPTION
 ML1157
 ML1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1157'ABOUT 4-1/2 MILES NORTHEAST OF BROKEN BOW IN SOUTHEAST QUARTER
 ML1157'SEC. 11, T. 17 N., R. 20 W., ON LAND OWNED BY A BANK AND IN
 ML1157'CHARGE OF F.D. SKILLMAN OF BROKEN BOW.
 ML1157'
 ML1157'REACHED FROM BROKEN BOW VIA STATE HIGHWAY 16 EAST FROM SQUARE,
 ML1157'1/4 MILE TO STREET TURNING NORTH.  FOLLOW THIS ROAD NORTH FOR
 ML1157'2.5 MILES TO TAPPAN VALLEY SCHOOL, THENCE EAST ON ROAD WHICH
 ML1157'LEADS UP DEEP VALLEY 3.6 MILES TO TOP OF STEEP GRADE.  TURN
 ML1157'SHARPLY TO LEFT (NORTHWEST) ON FARM ROAD ALONG EDGE OF CULTIVATED
 ML1157'FIELD, FOLLOW THIS ROAD NORTHWEST 0.4 MILE TO STATION.  STATION
 ML1157'IS ON THE HIGHEST SUMMIT OF PROMINENT HILL IN NATURAL HAYFIELD,
 ML1157'APPROXIMATELY 25 FEET NORTHEAST OF FARM ROAD, AND 200 FEET
 ML1157'SOUTHWEST OF LONE COTTONWOOD.  MARK IS 4 INCHES ABOVE GROUND.
 ML1157'
 ML1157'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION
 ML1157'IN EAST-WEST FENCE LINE, PROJECTS 4 INCHES.
 ML1157'
 ML1157'REFERENCE MARK NO. 2 IS SOUTH OF STATION, PROJECTS
 ML1157'4 INCHES.
 ML1157'
 ML1157'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION, PROJECTS
 ML1157'4 INCHES.
 ML1157'
 ML1157'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.21 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0653 ***********************************************************************
 NP0653  DESIGNATION -  BOX BUTTE
 NP0653  PID         -  NP0653
 NP0653  STATE/COUNTY-  NE/BOX BUTTE
 NP0653  COUNTRY     -  US
 NP0653  USGS QUAD   -  BOX BUTTE (2017)
 NP0653
 NP0653                         *CURRENT SURVEY CONTROL
 NP0653  ______________________________________________________________________
 NP0653* NAD 83(1995) POSITION- 42 15 36.13889(N) 102 50 41.46168(W)   ADJUSTED
 NP0653* NAVD 88 ORTHO HEIGHT -  1236.    (meters)     4055.    (feet) SCALED
 NP0653  ______________________________________________________________________
 NP0653  GEOID HEIGHT    -        -18.501 (meters)                     GEOID18
 NP0653  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 NP0653  HORZ ORDER      -  SECOND
 NP0653
 NP0653.The horizontal coordinates were established by classical geodetic methods
 NP0653.and adjusted by the National Geodetic Survey in August 1997.
 NP0653
 NP0653.The orthometric height was scaled from a topographic map.
 NP0653
 NP0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0653.GEOID18 height accuracy estimate available here.
 NP0653
 NP0653.Click photographs - Photos may exist for this station.
 NP0653
 NP0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0653
 NP0653. The following values were computed from the NAD 83(1995) position.
 NP0653
 NP0653;                    North         East     Units Scale Factor Converg.
 NP0653;SPC NE       -   273,294.434   265,366.172   MT  0.99974521   -1 53 07.0
 NP0653;SPC NE       -   896,633.49    870,622.18   sFT  0.99974521   -1 53 07.0
 NP0653;UTM  13      - 4,680,897.497   677,759.918   MT  0.99998881   +1 26 59.0
 NP0653
 NP0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0653!SPC NE       -   0.99980915  x   0.99974521  =   0.99955441
 NP0653!UTM  13      -   0.99980915  x   0.99998881  =   0.99979796
 NP0653
 NP0653:                Primary Azimuth Mark                     Grid Az
 NP0653:SPC NE       -  BOX BUTTE AZ MK                          189 54 59.5
 NP0653:UTM  13      -  BOX BUTTE AZ MK                          186 34 53.5
 NP0653
 NP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7775980897(NAD 83)
 NP0653
 NP0653|---------------------------------------------------------------------|
 NP0653| PID    Reference Object                     Distance      Geod. Az  |
 NP0653|                                                           dddmmss.s |
 NP0653| CP9718 BOX BUTTE RM 1                        6.118 METERS 10320     |
 NP0653| CP9717 BOX BUTTE AZ MK                                    1880152.5 |
 NP0653| CP9719 BOX BUTTE RM 2                        6.767 METERS 20703     |
 NP0653|---------------------------------------------------------------------|
 NP0653
 NP0653                          SUPERSEDED SURVEY CONTROL
 NP0653
 NP0653  NAD 83(1993)-  42 15 36.13848(N)    102 50 41.46139(W) AD(       ) 2
 NP0653  NAD 83(1986)-  42 15 36.13579(N)    102 50 41.45922(W) AD(       ) 2
 NP0653  NAD 27      -  42 15 36.26200(N)    102 50 39.75400(W) AD(       ) 2
 NP0653
 NP0653.Superseded values are not recommended for survey control.
 NP0653
 NP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0653.See file dsdata.pdf to determine how the superseded data were derived.
 NP0653
 NP0653_MARKER: DB = BENCH MARK DISK
 NP0653_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0653_STAMPING: BOX BUTTE 1946
 NP0653_MARK LOGO: USGS
 NP0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0653
 NP0653  HISTORY     - Date     Condition        Report By
 NP0653  HISTORY     - 1946     MONUMENTED       USGS
 NP0653  HISTORY     - 1967     GOOD             USAF
 NP0653
 NP0653                          STATION DESCRIPTION
 NP0653
 NP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0653'LOCATED 11 MILES NORTH-NORTHEAST OF ALLIANCE ON THE HIGHEST
 NP0653'POINT OF A PROMINENT BUTTE THAT IS ABOUT 50 FEET HIGHER THAN
 NP0653'THE SURROUNDING TERRITORY AND IS KNOWN LOCALLY AS BOX BUTTE.
 NP0653'MARKED BY A USGS BM DISK STAMPED BOX BUTTE 1946 SET IN A 4-INCH
 NP0653'BY 4-INCH CONCRETE POST THAT PROJECTS 2 INCHES.
 NP0653'
 NP0653'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT IS
 NP0653'STAMPED BOX BUTTE USGS NO 1 1946 AND PROJECTS 3 INCHES.
 NP0653'
 NP0653'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT IS
 NP0653'STAMPED BOX BUTTE USGS NO 2 1946 AND PROJECTS 3 INCHES.
 NP0653'
 NP0653'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF A GRADED
 NP0653'DIRT ROAD AND 14 FEET WEST OF THE CENTERLINE OF A SECTION LINE
 NP0653'TRACK ROAD.  IT IS STAMPED BOX BUTTE USGS 1946 AND PROJECTS 4
 NP0653'INCHES.
 NP0653'
 NP0653'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS NO. 19 AND 2
 NP0653'AT THE EAST EDGE OF ALLIANCE, GO NORTH ON NO. 19 FOR 10.9 MILES
 NP0653'TO A CROSSROAD.  THEN RIGHT, EAST, FOR 1.0 MILE TO A CROSSROAD
 NP0653'AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT, NORTH, FOR 0.5
 NP0653'MILE AND THE STATION ON THE RIGHT.
 NP0653
 NP0653                          STATION RECOVERY (1967)
 NP0653
 NP0653'RECOVERY NOTE BY US AIR FORCE 1967
 NP0653'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NP0653'IN GOOD CONDITION.
 NP0653'
 NP0653'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NP0653'
 NP0653'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 NP0653'AND 87 IN HEMINGFORD, NEBRASKA, GO EAST ON HIGHWAY 87 FOR 4.85
 NP0653'MILES TO ITS JUNCTION WITH U.S. HIGHWAY 385.  CONTINUE EAST
 NP0653'ON HIGHWAY 87/385 FOR 5.4 MILES TO THEIR SEPARATION.  TURN SOUTH
 NP0653'ON U.S. HIGHWAY 385 FOR 5.1 MILES TO A GRAVEL ROAD LEFT.  TURN
 NP0653'LEFT (EAST) ON GRAVEL ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 NP0653'THE RIGHT.  THENCE, LEFT (NORTH) ACROSS PASTURELAND TO A
 NP0653'PROMINENT HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1069 ***********************************************************************
 ML1069  DESIGNATION -  BOXELDER
 ML1069  PID         -  ML1069
 ML1069  STATE/COUNTY-  NE/MERRICK
 ML1069  COUNTRY     -  US
 ML1069  USGS QUAD   -  HORD (2017)
 ML1069
 ML1069                         *CURRENT SURVEY CONTROL
 ML1069  ______________________________________________________________________
 ML1069* NAD 83(1995) POSITION- 41 12 20.44293(N) 098 02 08.40187(W)   ADJUSTED
 ML1069* NAVD 88 ORTHO HEIGHT -   522.    (meters)     1713.    (feet) SCALED
 ML1069  ______________________________________________________________________
 ML1069  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 ML1069  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 ML1069  HORZ ORDER      -  THIRD
 ML1069
 ML1069.The horizontal coordinates were established by classical geodetic methods
 ML1069.and adjusted by the National Geodetic Survey in August 1997.
 ML1069
 ML1069.The orthometric height was scaled from a topographic map.
 ML1069
 ML1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1069.GEOID18 height accuracy estimate available here.
 ML1069
 ML1069.Click photographs - Photos may exist for this station.
 ML1069
 ML1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1069
 ML1069. The following values were computed from the NAD 83(1995) position.
 ML1069
 ML1069;                    North         East     Units Scale Factor Converg.
 ML1069;SPC NE       -   154,236.427   664,686.510   MT  0.99967224   +1 18 06.3
 ML1069;SPC NE       -   506,024.01  2,180,725.66   sFT  0.99967224   +1 18 06.3
 ML1069;UTM  14      - 4,562,037.979   580,849.740   MT  0.99968045   +0 38 07.1
 ML1069
 ML1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1069!SPC NE       -   0.99992201  x   0.99967224  =   0.99959428
 ML1069!UTM  14      -   0.99992201  x   0.99968045  =   0.99960249
 ML1069
 ML1069:                Primary Azimuth Mark                     Grid Az
 ML1069:SPC NE       -  SANDY                                    281 40 53.2
 ML1069:UTM  14      -  SANDY                                    282 20 52.4
 ML1069
 ML1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8084962037(NAD 83)
 ML1069
 ML1069|---------------------------------------------------------------------|
 ML1069| PID    Reference Object                     Distance      Geod. Az  |
 ML1069|                                                           dddmmss.s |
 ML1069| DQ7045 BOXELDER RM 1                        27.216 METERS 13000     |
 ML1069| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX.10.6 KM 1664541.2 |
 ML1069| DQ7047 BOXELDER AZ MK                                     2450637.0 |
 ML1069| DQ7046 BOXELDER RM 2                        21.391 METERS 27152     |
 ML1069| ML1075 SANDY                               APPROX.10.3 KM 2825859.5 |
 ML1069|---------------------------------------------------------------------|
 ML1069
 ML1069                          SUPERSEDED SURVEY CONTROL
 ML1069
 ML1069  NAD 83(1986)-  41 12 20.45004(N)    098 02 08.40518(W) AD(       ) 3
 ML1069  NAD 27      -  41 12 20.39300(N)    098 02 07.18700(W) AD(       ) 3
 ML1069
 ML1069.Superseded values are not recommended for survey control.
 ML1069
 ML1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1069.See file dsdata.pdf to determine how the superseded data were derived.
 ML1069
 ML1069_MARKER: DS = TRIANGULATION STATION DISK
 ML1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1069_STAMPING: BOXELDER 1950
 ML1069_MARK LOGO: CGS
 ML1069_PROJECTION: PROJECTING 10 CENTIMETERS
 ML1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1069+STABILITY: SURFACE MOTION
 ML1069
 ML1069  HISTORY     - Date     Condition        Report By
 ML1069  HISTORY     - 1950     MONUMENTED       CGS
 ML1069
 ML1069                          STATION DESCRIPTION
 ML1069
 ML1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1069'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF CENTRAL
 ML1069'CITY ON THE NORTH SIDE OF A TRACK ROAD.  IT IS 28 FEET NORTH
 ML1069'OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT SOUTH OF A FENCELINE.
 ML1069'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ML1069'BOXELDER 1950.
 ML1069'
 ML1069'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTERLINE OF A
 ML1069'TRACK ROAD AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS
 ML1069'ABOUT 4 INCHES AND THE DISK IS STAMPED BOXELDER NO 1 1950.
 ML1069'
 ML1069'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTERLINE OF A
 ML1069'TRACK ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 ML1069'ABOUT 4 INCHES AND THE DISK IS STAMPED BOXELDER NO 2 1950.
 ML1069'
 ML1069'AZIMUTH MARK IS 33 FEET EAST OF THE CENTERLINE OF A GRAVEL
 ML1069'ROAD, 19 FEET NORTH OF A TELEPHONE POLE AND 2.9 FEET NORTH OF
 ML1069'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 ML1069'THE DISK IS STAMPED BOXELDER 1950.
 ML1069'
 ML1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ML1069'STATE ROUTE 14 IN CENTRAL CITY, GO NORTH ON STATE ROUTE 14
 ML1069'FOR 5.0 MILES TO ITS JUNCTION WITH STATE ROUTE 92.  TURN
 ML1069'LEFT (WEST) ON STATE ROUTE 92 FOR 2.0 MILES TO A CROSSROADS.
 ML1069'TURN RIGHT (NORTH) AND FOLLOW GRAVEL ROAD FOR 0.9 MILE TO AZIMUTH
 ML1069'MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.1 MILE TO A
 ML1069'CROSSROADS.  TURN RIGHT (EAST) FOR 0.3 MILE TO STATION MARK
 ML1069'ON NORTH SIDE OF ROAD.
 ML1069'
 ML1069'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0712 ***********************************************************************
 NN0712  DESIGNATION -  BOYD
 NN0712  PID         -  NN0712
 NN0712  STATE/COUNTY-  NE/BOYD
 NN0712  COUNTRY     -  US
 NN0712  USGS QUAD   -  BUTTE SE (2017)
 NN0712
 NN0712                         *CURRENT SURVEY CONTROL
 NN0712  ______________________________________________________________________
 NN0712* NAD 83(1995) POSITION- 42 50 59.72637(N) 098 48 06.93082(W)   ADJUSTED
 NN0712* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 NN0712  ______________________________________________________________________
 NN0712  GEOID HEIGHT    -        -25.502 (meters)                     GEOID18
 NN0712  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 NN0712  HORZ ORDER      -  SECOND
 NN0712
 NN0712.The horizontal coordinates were established by classical geodetic methods
 NN0712.and adjusted by the National Geodetic Survey in August 1997.
 NN0712
 NN0712.The orthometric height was scaled from a topographic map.
 NN0712
 NN0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0712.GEOID18 height accuracy estimate available here.
 NN0712
 NN0712.Click photographs - Photos may exist for this station.
 NN0712
 NN0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0712
 NN0712. The following values were computed from the NAD 83(1995) position.
 NN0712
 NN0712;                    North         East     Units Scale Factor Converg.
 NN0712;SPC NE       -   335,628.121   597,920.064   MT  0.99993462   +0 47 38.3
 NN0712;SPC NE       - 1,101,139.93  1,961,676.08   sFT  0.99993462   +0 47 38.3
 NN0712;UTM  14      - 4,744,168.355   516,183.988   MT  0.99960322   +0 08 04.9
 NN0712
 NN0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0712!SPC NE       -   0.99991191  x   0.99993462  =   0.99984653
 NN0712!UTM  14      -   0.99991191  x   0.99960322  =   0.99951516
 NN0712
 NN0712:                Primary Azimuth Mark                     Grid Az
 NN0712:SPC NE       -  BOYD AZ MK                               004 51 09.2
 NN0712:UTM  14      -  BOYD AZ MK                               005 30 42.6
 NN0712
 NN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1618344168(NAD 83)
 NN0712
 NN0712|---------------------------------------------------------------------|
 NN0712| PID    Reference Object                     Distance      Geod. Az  |
 NN0712|                                                           dddmmss.s |
 NN0712| CO2300 BOYD AZ MK                                         0053847.5 |
 NN0712| CO2301 BOYD RM 1                                          09524     |
 NN0712| CO2302 BOYD RM 2                                          19643     |
 NN0712| NN0711 BUTTE MUNICIPAL TANK                APPROX. 8.0 KM 3314601.1 |
 NN0712|---------------------------------------------------------------------|
 NN0712
 NN0712                          SUPERSEDED SURVEY CONTROL
 NN0712
 NN0712  NAD 83(1986)-  42 50 59.73393(N)    098 48 06.93769(W) AD(       ) 2
 NN0712  NAD 27      -  42 50 59.73300(N)    098 48 05.60800(W) AD(       ) 2
 NN0712
 NN0712.Superseded values are not recommended for survey control.
 NN0712
 NN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0712.See file dsdata.pdf to determine how the superseded data were derived.
 NN0712
 NN0712_MARKER: DS = TRIANGULATION STATION DISK
 NN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0712_STAMPING: BOYD 1949
 NN0712_MARK LOGO: CGS
 NN0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0712+STABILITY: SURFACE MOTION
 NN0712
 NN0712  HISTORY     - Date     Condition        Report By
 NN0712  HISTORY     - 1949     MONUMENTED       CGS
 NN0712
 NN0712                          STATION DESCRIPTION
 NN0712
 NN0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0712'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH AND 2-1/4
 NN0712'MILES EAST OF BUTTE AND ABOUT 1-1/2 MILES NORTH OF THE NIOBRARA
 NN0712'RIVER, ON THE HIGH POINT OF A SMALL SAND RIDGE JUST WEST OF A
 NN0712'SMALL RURAL SCHOOL HOUSE.  IT IS 67 FEET WEST OF THE NORTHWEST
 NN0712'CORNER OF THE SCHOOL HOUSE, 8-1/2 FEET EAST OF NORTH-SOUTH
 NN0712'FENCE LINE AND 8-1/2 FEET EAST-NORTHEAST OF WITNESS POST.
 NN0712'IT IS STAMPED BOYD 1949 AND PROJECTS 3 INCHES.
 NN0712'
 NN0712'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 6-1/2 FEET WEST
 NN0712'OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE.  IT IS STAMPED
 NN0712'BOYD NO 1 1949 AND PROJECTS 3 INCHES.
 NN0712'
 NN0712'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET
 NN0712'UNDER THE NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOYD NO 2
 NN0712'1949 AND PROJECTS 3 INCHES.
 NN0712'
 NN0712'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 20
 NN0712'FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 1 FOOT
 NN0712'WEST OF NORTH-SOUTH FENCE LINE AND 2 FEET NORTH OF WITNESS
 NN0712'POST.  IT IS STAMPED BOYD 1949 AND PROJECTS 4 INCHES.
 NN0712'
 NN0712'TO REACH THE STATION FROM THE NORTH END OF MAIN STREET IN
 NN0712'BUTTE, GO EAST FOR 0.4 MILE TO JUNCTION WITH U.S. HIGHWAY
 NN0712'281 AND STATE ROUTE NO 12, TURN RIGHT AND GO SOUTH AND EAST ON
 NN0712'HIGHWAYS FOR 2.5 MILES TO CROSSROAD, TURN RIGHT AND GO SOUTH
 NN0712'ON SECTION LINE ROAD FOR 2.1 MILES TO THE AZIMUTH MARK ON
 NN0712'THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON SECTION LINE
 NN0712'ROAD FOR 0.4 MILE TO SMALL SCHOOL HOUSE ON THE WEST SIDE
 NN0712'AND STATION JUST WEST AS DESCRIBED.
 NN0712'
 NN0712'A 4 FOOT SIGNAL AT STATION PADDOCK IS VISIBLE AT 4 FEET
 NN0712'
 NN0712'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4
 NN0712'FEET
 NN0712'
 NN0712'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET
 NN0712'
 NN0712'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1069 ***********************************************************************
 LH1069  DESIGNATION -  BRACE
 LH1069  PID         -  LH1069
 LH1069  STATE/COUNTY-  NE/GOSPER
 LH1069  COUNTRY     -  US
 LH1069  USGS QUAD   -  ELWOOD SW (2017)
 LH1069
 LH1069                         *CURRENT SURVEY CONTROL
 LH1069  ______________________________________________________________________
 LH1069* NAD 83(1995) POSITION- 40 37 29.82827(N) 099 57 40.22321(W)   ADJUSTED
 LH1069* NAVD 88 ORTHO HEIGHT -   835.    (meters)     2739.    (feet) SCALED
 LH1069  ______________________________________________________________________
 LH1069  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 LH1069  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 LH1069  HORZ ORDER      -  FIRST
 LH1069
 LH1069.The horizontal coordinates were established by classical geodetic methods
 LH1069.and adjusted by the National Geodetic Survey in August 1997.
 LH1069
 LH1069.The orthometric height was scaled from a topographic map.
 LH1069
 LH1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1069.GEOID18 height accuracy estimate available here.
 LH1069
 LH1069.Click photographs - Photos may exist for this station.
 LH1069
 LH1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1069
 LH1069. The following values were computed from the NAD 83(1995) position.
 LH1069
 LH1069;                    North         East     Units Scale Factor Converg.
 LH1069;SPC NE       -    87,893.618   503,284.417   MT  0.99977578   +0 01 32.6
 LH1069;SPC NE       -   288,364.31  1,651,192.29   sFT  0.99977578   +0 01 32.6
 LH1069;UTM  14      - 4,497,568.560   418,706.810   MT  0.99968134   -0 37 33.1
 LH1069
 LH1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1069!SPC NE       -   0.99987275  x   0.99977578  =   0.99964856
 LH1069!UTM  14      -   0.99987275  x   0.99968134  =   0.99955413
 LH1069
 LH1069:                Primary Azimuth Mark                     Grid Az
 LH1069:SPC NE       -  BRACE AZ MK                              069 58 14.5
 LH1069:UTM  14      -  BRACE AZ MK                              070 37 20.2
 LH1069
 LH1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1870697568(NAD 83)
 LH1069
 LH1069|---------------------------------------------------------------------|
 LH1069| PID    Reference Object                     Distance      Geod. Az  |
 LH1069|                                                           dddmmss.s |
 LH1069| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX.13.8 KM 0571848.4 |
 LH1069| CN7948 BRACE AZ MK                                        0695947.1 |
 LH1069| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.18.9 KM 0711547.6 |
 LH1069| CN7949 BRACE RM 1                           33.628 METERS 08636     |
 LH1069| LH1057 BERTRAND MUNICIPAL TANK             APPROX.29.6 KM 1104544.2 |
 LH1069| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX. 9.4 KM 1135409.2 |
 LH1069| LH1066 ELWOOD GRADE SCHOOL BELFRY          APPROX. 9.5 KM 1162140.4 |
 LH1069| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.24.0 KM 1604039.5 |
 LH1069| CN7950 BRACE RM 2                           32.272 METERS 17657     |
 LH1069| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX.23.4 KM 2935022.6 |
 LH1069|---------------------------------------------------------------------|
 LH1069
 LH1069                          SUPERSEDED SURVEY CONTROL
 LH1069
 LH1069  NAD 83(1986)-  40 37 29.83388(N)    099 57 40.22767(W) AD(       ) 1
 LH1069  NAD 27      -  40 37 29.81400(N)    099 57 38.78200(W) AD(       ) 1
 LH1069
 LH1069.Superseded values are not recommended for survey control.
 LH1069
 LH1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1069.See file dsdata.pdf to determine how the superseded data were derived.
 LH1069
 LH1069_MARKER: DS = TRIANGULATION STATION DISK
 LH1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1069_STAMPING: BRACE 1934
 LH1069_MARK LOGO: CGS
 LH1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1069+STABILITY: SURFACE MOTION
 LH1069
 LH1069  HISTORY     - Date     Condition        Report By
 LH1069  HISTORY     - 1934     MONUMENTED       CGS
 LH1069  HISTORY     - 1951     GOOD             CGS
 LH1069
 LH1069                          STATION DESCRIPTION
 LH1069
 LH1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1069'STATION IS LOCATED ON PROPERTY OF GOTLEB KUGLER, IN THE NORTHWEST
 LH1069'CORNER OF SEC. 32, T. 8 N., R. 23 W., BRACE TOWNSHIP.  MARK IS
 LH1069'ABOUT 0.2 MILE SOUTH OF NORTHWEST CORNER OF SEC. 32, 100 YARDS
 LH1069'EAST OF WEST FENCE LINE, 53 PACES EAST OF HEAD OF RAVINE RUNNING
 LH1069'NORTHWEST, 20 FEET WEST OF DIM TRAIL ACROSS PASTURE.
 LH1069'
 LH1069'REACHED FROM STANDARD OIL STATION IN EUSTIS BY GOING NORTH ON
 LH1069'CONCRETE STREET 0.6 MILE, THENCE EAST ON STATE HIGHWAY 23 N, FOR
 LH1069'4.15 MILES TO DIRT ROAD LEADING SOUTH AND SCHOOL NO. 49 IN
 LH1069'SOUTHWEST ANGLE.  GO SOUTH ON DIRT ROAD 1 MILE AND KEEP TO MAIN
 LH1069'ROAD LEFT ACROSS RAILROAD TRACKS AND KEEP RIGHT FOR 0.1 MILE
 LH1069'AND TURN LEFT THROUGH GATE FOLLOWING DIM ROAD ALONG EAST SIDE OF
 LH1069'FENCE FOR 0.25 MILE TO ANOTHER GATE.  PASS THROUGH THIS GATE
 LH1069'AND CONTINUE SOUTH ALONG BOTTOM OF CANYON FOR 0.2 MILE, THENCE
 LH1069'RIGHT THROUGH 2 GATES IN DOUBLE FENCE LINE.  CONTINUE SOUTH
 LH1069'ALONG WEST SIDE OF FENCE 0.45 MILE TO SOUTHEAST CORNER OF FIELD.
 LH1069'PASS THROUGH GATE AND FOLLOW DIM ROAD A LITTLE EAST OF SOUTH
 LH1069'FOR 0.2 MILE TO HIGHEST GROUND AND STATION.  MARK PROJECTS
 LH1069'ABOUT 6 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 1 IS 90 FEET EAST OF DIM ROAD LEADING PAST
 LH1069'STATION, AND PROJECTS ABOUT 6 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 2 IS 15 FEET WEST OF DIM ROAD LEADING PAST
 LH1069'STATION, AND PROJECTS ABOUT 6 INCHES.
 LH1069'
 LH1069'AZIMUTH MARK IS ABOUT 0.4 MILE EAST-NORTHEAST OF STATION, ACROSS
 LH1069'ONE VALLEY TO MAIN RIDGE SLOPING SOUTH AND ANOTHER VALLEY
 LH1069'JUST EAST OF THIS.  MARK IS SET ON SPINE OF RIDGE, 80 PACES
 LH1069'NORTH OF NORTH FENCE LINE OF SECTION 32.
 LH1069'
 LH1069'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 LH1069'153.43 FEET.
 LH1069'
 LH1069'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1069
 LH1069                          STATION RECOVERY (1951)
 LH1069
 LH1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1069'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1069'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1069'
 LH1069'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1069'
 LH1069'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF ELWOOD ON THE
 LH1069'HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE.  IT IS STAMPED
 LH1069'BRACE 1934 AND PROJECTS 4 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON THE SAME ELEVATION
 LH1069'AS THE STATION.  IT IS STAMPED BRACE NO 1 1934 AND PROJECTS
 LH1069'7 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON THE SAME ELEVATION
 LH1069'AS THE STATION.  IT IS STAMPED BRACE NO 2 1934 AND PROJECTS
 LH1069'6 INCHES.  NOTE 11B.
 LH1069'
 LH1069'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF A NORTH-SOUTH RIDGE, 250
 LH1069'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BRACE AZI
 LH1069'1934 AND PROJECTS 12 INCHES.
 LH1069'
 LH1069'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF THE POST
 LH1069'OFFICE IN ELWOOD, GO NORTHWEST ON STATE HIGHWAY 23N FOR 7.7
 LH1069'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 LH1069'1.0 MILE TO A FORK JUST AFTER CROSSING RAILROAD TRACK, TAKE
 LH1069'RIGHT FORK AND GO WEST ON TRACK ROAD FOR 0.15 MILE.  FROM THIS
 LH1069'POINT TURN LEFT AND FOLLOW TRACK ROAD UP RIDGE, PASSING THROUGH
 LH1069'TWO GATES FOR 0.5 MILE TO A DIM FORK ON THE SUMMIT OF RIDGE,
 LH1069'TAKE LEFT FORK AND GO SOUTHEAST ON DIM TRACK ROAD FOR 0.2 MILE
 LH1069'TO A WINDMILL, TURN RIGHT, PASSING TO THE EAST OF WINDMILL,
 LH1069'AND GO SOUTH UP RIDGE FOR 0.4 MILE TO A FENCE CORNER AND
 LH1069'DOUBLE FENCE LINE.  (FROM THIS POINT AZIMUTH MARK IS
 LH1069'0.3 MILE EAST ON SOUTH SLOPE OF RIDGE AS DESCRIBED.) PASS
 LH1069'THROUGH GATES IN DOUBLE FENCE LINE AND CONTINUE SOUTH FOR
 LH1069'0.2 MILE TO HIGHEST POINT OF RIDGE AND STATION AS
 LH1069'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0921 ***********************************************************************
 LG0921  DESIGNATION -  BRAD
 LG0921  PID         -  LG0921
 LG0921  STATE/COUNTY-  NE/YORK
 LG0921  COUNTRY     -  US
 LG0921  USGS QUAD   -  BRADSHAW (2017)
 LG0921
 LG0921                         *CURRENT SURVEY CONTROL
 LG0921  ______________________________________________________________________
 LG0921* NAD 83(1995) POSITION- 40 54 26.87534(N) 097 41 33.44770(W)   ADJUSTED
 LG0921* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 LG0921  ______________________________________________________________________
 LG0921  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 LG0921  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LG0921  HORZ ORDER      -  SECOND
 LG0921
 LG0921.The horizontal coordinates were established by classical geodetic methods
 LG0921.and adjusted by the National Geodetic Survey in August 1997.
 LG0921
 LG0921.The orthometric height was scaled from a topographic map.
 LG0921
 LG0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0921.GEOID18 height accuracy estimate available here.
 LG0921
 LG0921.Click photographs - Photos may exist for this station.
 LG0921
 LG0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0921
 LG0921. The following values were computed from the NAD 83(1995) position.
 LG0921
 LG0921;                    North         East     Units Scale Factor Converg.
 LG0921;SPC NE       -   121,850.878   694,323.814   MT  0.99971275   +1 31 44.7
 LG0921;SPC NE       -   399,772.42  2,277,960.71   sFT  0.99971275   +1 31 44.7
 LG0921;UTM  14      - 4,529,307.619   610,107.304   MT  0.99974922   +0 51 22.3
 LG0921
 LG0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0921!SPC NE       -   0.99992250  x   0.99971275  =   0.99963528
 LG0921!UTM  14      -   0.99992250  x   0.99974922  =   0.99967174
 LG0921
 LG0921:                Primary Azimuth Mark                     Grid Az
 LG0921:SPC NE       -  BRAD AZ MK                               180 27 55.4
 LG0921:UTM  14      -  BRAD AZ MK                               181 08 17.8
 LG0921
 LG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1010729307(NAD 83)
 LG0921
 LG0921|---------------------------------------------------------------------|
 LG0921| PID    Reference Object                     Distance      Geod. Az  |
 LG0921|                                                           dddmmss.s |
 LG0921| CN7952 BRAD RM 1                            11.627 METERS 09232     |
 LG0921| LG0904 YORK MUNICIPAL TANK                 APPROX.10.1 KM 1141432.2 |
 LG0921| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 7.2 KM 1320138.4 |
 LG0921| CN7951 BRAD AZ MK                                         1815940.1 |
 LG0921| CN7953 BRAD RM 2                            23.685 METERS 18416     |
 LG0921| LG0919 BRADSHAW RASMUSSEN GRAIN ELEV       APPROX. 5.1 KM 2355754.9 |
 LG0921| LG0923 BRADSHAW COOP GRAIN ELEVATOR        APPROX. 5.3 KM 2374105.0 |
 LG0921|---------------------------------------------------------------------|
 LG0921
 LG0921                          SUPERSEDED SURVEY CONTROL
 LG0921
 LG0921  NAD 83(1986)-  40 54 26.88352(N)    097 41 33.44903(W) AD(       ) 2
 LG0921  NAD 27      -  40 54 26.84350(N)    097 41 32.24560(W) AD(       ) 2
 LG0921
 LG0921.Superseded values are not recommended for survey control.
 LG0921
 LG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0921.See file dsdata.pdf to determine how the superseded data were derived.
 LG0921
 LG0921_MARKER: DS = TRIANGULATION STATION DISK
 LG0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0921_STAMPING: BRAD 1961
 LG0921_MARK LOGO: CGS
 LG0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0921+STABILITY: SURFACE MOTION
 LG0921
 LG0921  HISTORY     - Date     Condition        Report By
 LG0921  HISTORY     - 1961     MONUMENTED       CGS
 LG0921
 LG0921                          STATION DESCRIPTION
 LG0921
 LG0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0921'THE STATION IS 2-3/4 MILES EAST AND 1-3/4 MILES NORTH OF
 LG0921'BRADSHAW, IN THE SW 1/4 OF SEC. 20, T. 11 N., R. 3 W.  IT IS
 LG0921'ALONG THE EAST SIDE OF A NORTH-SOUTH GRAVELED COUNTY ROAD,
 LG0921'AT THE SOUTHWEST CORNER OF A FARM YARD AND JUST SOUTH OF THE
 LG0921'WEST END OF AN EAST-WEST ROW OF CEDAR AND ELM TREES.
 LG0921'
 LG0921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34
 LG0921'AT THE NORTH SIDE OF YORK, DRIVE WEST ON U.S. HIGHWAY 34
 LG0921'FOR 5.25 MILES TO A CROSS ROAD.  TURN RIGHT AND DRIVE NORTH ON
 LG0921'THE GRAVELED ROAD FOR 1.0 MILE TO A CROSS ROAD AND THE AZIMUTH
 LG0921'MARK IN THE NORTHWEST QUADRANT.  CONTINUE NORTH FOR 0.4 MILE
 LG0921'TO THE STATION ON THE RIGHT.
 LG0921'
 LG0921'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED BRAD 1961,
 LG0921'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG0921'TOP, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LG0921'36.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 6.0 FEET
 LG0921'NORTHEAST OF A NORTHWEST FENCE CORNER, 5.5 FEET EAST-NORTHEAST
 LG0921'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 4.5 FEET
 LG0921'SOUTHEAST OF THE MOST WESTERLY ONE OF THE ROW OF ELM TREES.
 LG0921'
 LG0921'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED BRAD 1961,
 LG0921'IS SET IN THE TOP OF A MASS OF CONCRETE 44 INCHES BELOW THE
 LG0921'SURFACE OF THE GROUND.
 LG0921'
 LG0921'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAD NO 1 1961,
 LG0921'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE
 LG0921'AT THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0921'IT IS 17.0 FEET SOUTH OF THE ROW OF CEDAR TREES AND 1.5 FEET
 LG0921'NORTH OF AN EAST-WEST FENCE.
 LG0921'
 LG0921'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAD NO 2 1961,
 LG0921'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG0921'TOP, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0921'IT IS 30.0 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 LG0921'2.0 FEET NORTH OF A TELEPHONE POLE AND 6 INCHES WEST OF THE
 LG0921'EAST RIGHT-OF-WAY FENCE.
 LG0921'
 LG0921'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRAD 1961, IS SET
 LG0921'IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0921'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 40.0 FEET
 LG0921'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 32.0 FEET WEST
 LG0921'OF THE CENTER OF THE NORTH-SOUTH ROAD, 1.5 FEET NORTH OF A
 LG0921'POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 LG0921'AND 1.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0951 ***********************************************************************
 LG0951  DESIGNATION -  BRADSHAW
 LG0951  PID         -  LG0951
 LG0951  STATE/COUNTY-  NE/YORK
 LG0951  COUNTRY     -  US
 LG0951  USGS QUAD   -  HENDERSON NE (2017)
 LG0951
 LG0951                         *CURRENT SURVEY CONTROL
 LG0951  ______________________________________________________________________
 LG0951* NAD 83(1995) POSITION- 40 53 40.32424(N) 097 47 16.48736(W)   ADJUSTED
 LG0951* NAVD 88 ORTHO HEIGHT -   527.93  (+/-2cm)     1732.1   (feet) VERTCON
 LG0951  ______________________________________________________________________
 LG0951  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 LG0951  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 LG0951  HORZ ORDER      -  FIRST
 LG0951  VERT ORDER      -  THIRD ? (See Below)
 LG0951
 LG0951.The horizontal coordinates were established by classical geodetic methods
 LG0951.and adjusted by the National Geodetic Survey in August 1997.
 LG0951
 LG0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0951
 LG0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0951.GEOID18 height accuracy estimate available here.
 LG0951
 LG0951.The vertical order pertains to the NGVD 29 superseded value.
 LG0951
 LG0951.Click photographs - Photos may exist for this station.
 LG0951
 LG0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0951
 LG0951. The following values were computed from the NAD 83(1995) position.
 LG0951
 LG0951;                    North         East     Units Scale Factor Converg.
 LG0951;SPC NE       -   120,206.012   686,337.246   MT  0.99971511   +1 27 57.4
 LG0951;SPC NE       -   394,375.89  2,251,758.11   sFT  0.99971511   +1 27 57.4
 LG0951;UTM  14      - 4,527,756.583   602,101.779   MT  0.99972831   +0 47 36.9
 LG0951
 LG0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0951!SPC NE       -   0.99992128  x   0.99971511  =   0.99963641
 LG0951!UTM  14      -   0.99992128  x   0.99972831  =   0.99964961
 LG0951
 LG0951:                Primary Azimuth Mark                     Grid Az
 LG0951:SPC NE       -  B 138                                    180 23 14.5
 LG0951:UTM  14      -  B 138                                    181 03 35.0
 LG0951
 LG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0210127756(NAD 83)
 LG0951
 LG0951|---------------------------------------------------------------------|
 LG0951| PID    Reference Object                     Distance      Geod. Az  |
 LG0951|                                                           dddmmss.s |
 LG0951| CN7954 BRADSHAW RM 1                        30.145 METERS 17249     |
 LG0951| LG0712 B 138                                              1815111.9 |
 LG0951| CN7955 BRADSHAW RM 2                        26.712 METERS 28617     |
 LG0951| LG0952 BRADSHAW RM A                        29.833 METERS 32357     |
 LG0951|---------------------------------------------------------------------|
 LG0951
 LG0951                          SUPERSEDED SURVEY CONTROL
 LG0951
 LG0951  NAD 83(1986)-  40 53 40.33282(N)    097 47 16.48924(W) AD(       ) 1
 LG0951  NAD 27      -  40 53 40.28548(N)    097 47 15.29867(W) AD(       ) 1
 LG0951  NGVD 29             527.70   (m)         1731.3    (f) LEVELING    3  
 LG0951
 LG0951.Superseded values are not recommended for survey control.
 LG0951
 LG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0951.See file dsdata.pdf to determine how the superseded data were derived.
 LG0951
 LG0951_MARKER: DS = TRIANGULATION STATION DISK
 LG0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0951_STAMPING: BRADSHAW 1966
 LG0951_MARK LOGO: CGS
 LG0951_PROJECTION: RECESSED 5 CENTIMETERS
 LG0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0951+STABILITY: SURFACE MOTION
 LG0951
 LG0951  HISTORY     - Date     Condition        Report By
 LG0951  HISTORY     - 1966     MONUMENTED       CGS
 LG0951
 LG0951                          STATION DESCRIPTION
 LG0951
 LG0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0951'STATION IS LOCATED ABOUT 12 MILES EAST OF AURORA, 11 MILES WEST OF
 LG0951'YORK, ABOUT 5 MILES EAST OF HAMPTON AND ABOUT 2-1/2 MILES EAST OF
 LG0951'BRADSHAW.  STATION IS IN THE WEST 1/2 OF SEC. 28, T 11 N, R 4 W.
 LG0951'THE STATION MARK IS 77.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LG0951'GARAGE, 77 FEET NORTHEAST OF AN UTILITY POLE, 38 FEET SOUTHWEST OF A
 LG0951'COVERED WELL, 31 FEET NORTH OF APPROXIMATE CENTER OF GRAVELED
 LG0951'DRIVEWAY AND 25 FEET WEST-SOUTHWEST OF AN 18 INCH ELM TREE.  STATION
 LG0951'IS MARKED BY A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP
 LG0951'OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS 2 INCHES BELOW
 LG0951'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BRADSHAW 1966.
 LG0951'
 LG0951'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW, GO NORTH ON
 LG0951'THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF US HIGHWAY 34.  TURN
 LG0951'LEFT AND GO WESTERLY ON US HIGHWAY 34 FOR 2.15 MILE TO A CROSSROAD.
 LG0951'(TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO BENCH
 LG0951'MARK B 138 1935 (AZIMUTH MARK) ON THE RIGHT, WEST SIDE OF ROAD AS
 LG0951'DESCRIBED).  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE
 LG0951'TO THE STATION ON THE RIGHT, EAST SIDE OF ROAD AS DESCRIBED.
 LG0951'
 LG0951'BENCH MARK B 138 1935 (AZIMUTH MARK) IS 51 FEET WEST OF THE
 LG0951'APPROXIMATE CENTER OF GRAVEL ROAD, 44 FEET NORTH OF THE NORTH RAIL
 LG0951'OF RAILROAD TRACK, 16 FEET NORTHWEST OF TELEPHONE POLE, 3.7 FEET
 LG0951'SOUTH OF FENCELINE AND 0.5 FEET NORTH OF METAL WITNESS POST WITH SIGN
 LG0951'ATTACHED.  IT IS MARKED BY A STANDARD BENCH MARK DISK SET
 LG0951'IN THE TOP OF A 6X6 INCH CONCRETE CYLINDER MONUMENT, THAT PROJECTS
 LG0951'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED B 138
 LG0951'1935.
 LG0951'
 LG0951'REFERENCE MARK NO. 1 IS 68-1/2 FEET SOUTH OF THE APPROXIMATE CENTER
 LG0951'OF ROAD, 37 FEET WEST-SOUTHWEST OF AN 18 INCH ELM TREE, 21 FEET
 LG0951'EAST-SOUTHEAST OF A 10 INCH ELM TREE AND 1 FOOT NORTH OF
 LG0951'FENCELINE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12
 LG0951'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LG0951'THE GROUND.  THE DISK IS STAMPED BRADSHAW NO 1 1966.
 LG0951'
 LG0951'REFERENCE MARK NO. 2 IS 59-1/2 FEET NORTH OF THE APPROXIMATE CENTER
 LG0951'OF OF DRIVEWAY, 32 FEET EAST OF GRAVELED ROAD AND 1.5 FEET NORTHEAST
 LG0951'OF AN UTILITY POLE.  IT IS MARKED BY A STANDARD DISK, SET IN THE
 LG0951'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 LG0951'SURFACE OF THE GROUND.  THE DISK IS STAMPED BRADSHAW NO 2 1966.
 LG0951'
 LG0951'HEIGHT OF LIGHT ABOVE STATION MARK 29.10 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0922 ***********************************************************************
 LG0922  DESIGNATION -  BRADSHAW COOP
 LG0922  PID         -  LG0922
 LG0922  STATE/COUNTY-  NE/YORK
 LG0922  COUNTRY     -  US
 LG0922  USGS QUAD   -  BRADSHAW (2017)
 LG0922
 LG0922                         *CURRENT SURVEY CONTROL
 LG0922  ______________________________________________________________________
 LG0922* NAD 83(1995) POSITION- 40 52 54.77839(N) 097 44 45.06446(W)   ADJUSTED
 LG0922* NAVD 88 ORTHO HEIGHT -   577.59  (+/-2cm)     1895.0   (feet) VERTCON
 LG0922  ______________________________________________________________________
 LG0922  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 LG0922  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LG0922  HORZ ORDER      -  SECOND
 LG0922  VERT ORDER      -  THIRD ? (See Below)
 LG0922
 LG0922.The horizontal coordinates were established by classical geodetic methods
 LG0922.and adjusted by the National Geodetic Survey in August 1997.
 LG0922
 LG0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0922
 LG0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0922.GEOID18 height accuracy estimate available here.
 LG0922
 LG0922.The vertical order pertains to the NGVD 29 superseded value.
 LG0922
 LG0922.Click photographs - Photos may exist for this station.
 LG0922
 LG0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0922
 LG0922. The following values were computed from the NAD 83(1995) position.
 LG0922
 LG0922;                    North         East     Units Scale Factor Converg.
 LG0922;SPC NE       -   118,893.417   689,916.193   MT  0.99971747   +1 29 37.7
 LG0922;SPC NE       -   390,069.49  2,263,500.04   sFT  0.99971747   +1 29 37.7
 LG0922;UTM  14      - 4,526,402.042   605,665.129   MT  0.99973742   +0 49 15.3
 LG0922
 LG0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0922!SPC NE       -   0.99991350  x   0.99971747  =   0.99963100
 LG0922!UTM  14      -   0.99991350  x   0.99973742  =   0.99965094
 LG0922
 LG0922:                Primary Azimuth Mark                     Grid Az
 LG0922:SPC NE       -  REGIER                                   243 36 18.5
 LG0922:UTM  14      -  REGIER                                   244 16 40.9
 LG0922
 LG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0566526402(NAD 83)
 LG0922
 LG0922|---------------------------------------------------------------------|
 LG0922| PID    Reference Object                     Distance      Geod. Az  |
 LG0922|                                                           dddmmss.s |
 LG0922| LG0953 REGIER                              APPROX.10.1 KM 2450556.2 |
 LG0922|---------------------------------------------------------------------|
 LG0922
 LG0922                          SUPERSEDED SURVEY CONTROL
 LG0922
 LG0922  NAD 83(1986)-  40 52 54.78717(N)    097 44 45.06552(W) AD(       ) 2
 LG0922  NAD 27      -  40 52 54.75775(N)    097 44 43.88838(W) AD(       ) 2
 LG0922  NGVD 29             577.37   (m)         1894.3    (f) LEVELING    3  
 LG0922
 LG0922.Superseded values are not recommended for survey control.
 LG0922
 LG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0922.See file dsdata.pdf to determine how the superseded data were derived.
 LG0922
 LG0922_MARKER: DS = TRIANGULATION STATION DISK
 LG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0922_STAMPING: BRADSHAW CO-OP 1961
 LG0922_MARK LOGO: NEDR
 LG0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0922+STABILITY: SURFACE MOTION
 LG0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0922+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1970
 LG0922
 LG0922  HISTORY     - Date     Condition        Report By
 LG0922  HISTORY     - 1961     MONUMENTED       NEDR
 LG0922  HISTORY     - 19700521 GOOD             NEDR
 LG0922
 LG0922                          STATION DESCRIPTION
 LG0922
 LG0922'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0922'THE STATION IS LOCATED IN BRADSHAW ON TOP OF BRADSHAW CO-OP
 LG0922'ELEVATOR, THE CENTER OF THREE ELEVATORS IN BRADSHAW.  IT
 LG0922'IS LOCATED IN SECTION 35, T11N, R4W.
 LG0922'
 LG0922'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW, GO
 LG0922'SOUTH ABOUT 200 FEET, TURN LEFT AND GO EAST 0.1 MILE TO THE
 LG0922'ELEVATOR AND THE STATION ON TOP OF THE ELEVATOR.  USE SELF-OPERATED
 LG0922'MAN LIFT TO THE TOP FLOOR OF THE ELEVATOR AND PROCEED TO
 LG0922'THE ROOF BY MEANS OF THE LADDER MOUNTED TO THE INSIDE WALL
 LG0922'OF THE ELEVATOR.  THE STATION IS IN THE SOUTH HALF OF THE ROOF.
 LG0922'
 LG0922'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0922'DISK STAMPED BRADSHAW CO-OP, 1961. SET IN THE TOP OF A 10-INCH
 LG0922'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE
 LG0922'THE ROOF.
 LG0922'
 LG0922'THERE ARE NO REFERENCE MARKS.
 LG0922'
 LG0922'THERE IS NO AZIMUTH MARK.
 LG0922
 LG0922                          STATION RECOVERY (1970)
 LG0922
 LG0922'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1970 (HED)
 LG0922'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0923 ***********************************************************************
 LG0923  DESIGNATION -  BRADSHAW COOP GRAIN ELEVATOR
 LG0923  PID         -  LG0923
 LG0923  STATE/COUNTY-  NE/YORK
 LG0923  COUNTRY     -  US
 LG0923  USGS QUAD   -  BRADSHAW (2017)
 LG0923
 LG0923                         *CURRENT SURVEY CONTROL
 LG0923  ______________________________________________________________________
 LG0923* NAD 83(1995) POSITION- 40 52 54.85227(N) 097 44 45.03637(W)   ADJUSTED
 LG0923  ______________________________________________________________________
 LG0923  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 LG0923  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LG0923  HORZ ORDER      -  THIRD
 LG0923
 LG0923.The horizontal coordinates were established by classical geodetic methods
 LG0923.and adjusted by the National Geodetic Survey in August 1997.
 LG0923
 LG0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0923.GEOID18 height accuracy estimate available here.
 LG0923
 LG0923.Click photographs - Photos may exist for this station.
 LG0923
 LG0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0923
 LG0923. The following values were computed from the NAD 83(1995) position.
 LG0923
 LG0923;                    North         East     Units Scale Factor Converg.
 LG0923;SPC NE       -   118,895.712   689,916.791   MT  0.99971746   +1 29 37.8
 LG0923;SPC NE       -   390,077.02  2,263,502.01   sFT  0.99971746   +1 29 37.8
 LG0923;UTM  14      - 4,526,404.330   605,665.754   MT  0.99973742   +0 49 15.3
 LG0923
 LG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0566526404(NAD 83)
 LG0923
 LG0923                          SUPERSEDED SURVEY CONTROL
 LG0923
 LG0923  NAD 83(1986)-  40 52 54.86034(N)    097 44 45.03697(W) AD(       ) 3
 LG0923  NAD 27      -  40 52 54.81937(N)    097 44 43.83180(W) AD(       ) 3
 LG0923
 LG0923.Superseded values are not recommended for survey control.
 LG0923
 LG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0923.See file dsdata.pdf to determine how the superseded data were derived.
 LG0923
 LG0923_MARKER: 65 = GRAIN ELEVATOR
 LG0923
 LG0923  HISTORY     - Date     Condition        Report By
 LG0923  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0923
 LG0923                          STATION DESCRIPTION
 LG0923
 LG0923'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0920 ***********************************************************************
 LG0920  DESIGNATION -  BRADSHAW MUNICIPAL STANDPIPE
 LG0920  PID         -  LG0920
 LG0920  STATE/COUNTY-  NE/YORK
 LG0920  COUNTRY     -  US
 LG0920  USGS QUAD   -  BRADSHAW (2017)
 LG0920
 LG0920                         *CURRENT SURVEY CONTROL
 LG0920  ______________________________________________________________________
 LG0920* NAD 83(1995) POSITION- 40 53 01.30763(N) 097 44 48.34484(W)   ADJUSTED
 LG0920  ______________________________________________________________________
 LG0920  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 LG0920  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 LG0920  HORZ ORDER      -  THIRD
 LG0920
 LG0920.The horizontal coordinates were established by classical geodetic methods
 LG0920.and adjusted by the National Geodetic Survey in August 1997.
 LG0920
 LG0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0920.GEOID18 height accuracy estimate available here.
 LG0920
 LG0920.Click photographs - Photos may exist for this station.
 LG0920
 LG0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0920
 LG0920. The following values were computed from the NAD 83(1995) position.
 LG0920
 LG0920;                    North         East     Units Scale Factor Converg.
 LG0920;SPC NE       -   119,092.702   689,834.191   MT  0.99971713   +1 29 35.6
 LG0920;SPC NE       -   390,723.31  2,263,231.01   sFT  0.99971713   +1 29 35.6
 LG0920;UTM  14      - 4,526,602.281   605,585.472   MT  0.99973721   +0 49 13.3
 LG0920
 LG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0558526602(NAD 83)
 LG0920
 LG0920                          SUPERSEDED SURVEY CONTROL
 LG0920
 LG0920  NAD 83(1986)-  40 53 01.31603(N)    097 44 48.34629(W) AD(       ) 3
 LG0920  NAD 27      -  40 53 01.29200(N)    097 44 47.11900(W) AD(       ) 3
 LG0920
 LG0920.Superseded values are not recommended for survey control.
 LG0920
 LG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0920.See file dsdata.pdf to determine how the superseded data were derived.
 LG0920
 LG0920_MARKER: 52 = STANDPIPE TANK
 LG0920
 LG0920  HISTORY     - Date     Condition        Report By
 LG0920  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0920  HISTORY     - 1978     GOOD             NGS
 LG0920
 LG0920                          STATION DESCRIPTION
 LG0920
 LG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0920'THE STATION IS LOCATED IN THE TOWN OF BRADSHAW.  TO REACH THE
 LG0920'STATION FROM THE POST OFFICE IN BRADSHAW, GO NORTH ON THE MAIN
 LG0920'STREET FOR 0.05 MILE TO STATION ON THE RIGHT (EAST) SIDE OF
 LG0920'STREET, DIRECTLY BEHIND THE BRADSHAW VOLUNTEER FIRE DEPT.
 LG0920'BUILDING.  STATION IS A STEEL PIPE, PAINTED SILVER, APPROXIMATELY
 LG0920'100 FEET HIGH AND 10 FEET IN DIAMETER.  PIPE RESTS ON A CONCRETE
 LG0920'BASE, PAINTED BLACK.  THERE IS NO NAME STENCILED ON THE SIDE OF
 LG0920'THE STANDPIPE.
 LG0920'
 LG0920'THE POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 LG0920
 LG0920                          STATION RECOVERY (1978)
 LG0920
 LG0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LG0920'RECOVERED AS DESCRIBED IN 1950 BY J.C. TISON, JR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0919 ***********************************************************************
 LG0919  DESIGNATION -  BRADSHAW RASMUSSEN GRAIN ELEV
 LG0919  PID         -  LG0919
 LG0919  STATE/COUNTY-  NE/YORK
 LG0919  COUNTRY     -  US
 LG0919  USGS QUAD   -  BRADSHAW (2017)
 LG0919
 LG0919                         *CURRENT SURVEY CONTROL
 LG0919  ______________________________________________________________________
 LG0919* NAD 83(1995) POSITION- 40 52 54.95300(N) 097 44 32.69697(W)   ADJUSTED
 LG0919  ______________________________________________________________________
 LG0919  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 LG0919  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LG0919  HORZ ORDER      -  THIRD
 LG0919
 LG0919.The horizontal coordinates were established by classical geodetic methods
 LG0919.and adjusted by the National Geodetic Survey in August 1997.
 LG0919
 LG0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0919.GEOID18 height accuracy estimate available here.
 LG0919
 LG0919.Click photographs - Photos may exist for this station.
 LG0919
 LG0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0919
 LG0919. The following values were computed from the NAD 83(1995) position.
 LG0919
 LG0919;                    North         East     Units Scale Factor Converg.
 LG0919;SPC NE       -   118,906.352   690,205.426   MT  0.99971746   +1 29 45.9
 LG0919;SPC NE       -   390,111.92  2,264,448.97   sFT  0.99971746   +1 29 45.9
 LG0919;UTM  14      - 4,526,411.580   605,954.500   MT  0.99973817   +0 49 23.4
 LG0919
 LG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0595426411(NAD 83)
 LG0919
 LG0919                          SUPERSEDED SURVEY CONTROL
 LG0919
 LG0919  NAD 83(1986)-  40 52 54.96097(N)    097 44 32.69778(W) AD(       ) 3
 LG0919  NAD 27      -  40 52 54.92300(N)    097 44 31.48400(W) AD(       ) 3
 LG0919
 LG0919.Superseded values are not recommended for survey control.
 LG0919
 LG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0919.See file dsdata.pdf to determine how the superseded data were derived.
 LG0919
 LG0919_MARKER: 65 = GRAIN ELEVATOR
 LG0919
 LG0919  HISTORY     - Date     Condition        Report By
 LG0919  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0919
 LG0919                          STATION DESCRIPTION
 LG0919
 LG0919'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0952 ***********************************************************************
 LG0952  DESIGNATION -  BRADSHAW RM A
 LG0952  PID         -  LG0952
 LG0952  STATE/COUNTY-  NE/YORK
 LG0952  COUNTRY     -  US
 LG0952  USGS QUAD   -  HENDERSON NE (2017)
 LG0952
 LG0952                         *CURRENT SURVEY CONTROL
 LG0952  ______________________________________________________________________
 LG0952* NAD 83(1995) POSITION- 40 53 41.10620(N) 097 47 17.23728(W)   ADJUSTED
 LG0952* NAVD 88 ORTHO HEIGHT -   527.58  (+/-2cm)     1730.9   (feet) VERTCON
 LG0952  ______________________________________________________________________
 LG0952  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 LG0952  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 LG0952  HORZ ORDER      -  FIRST
 LG0952  VERT ORDER      -  THIRD ? (See Below)
 LG0952
 LG0952.The horizontal coordinates were established by classical geodetic methods
 LG0952.and adjusted by the National Geodetic Survey in August 1997.
 LG0952
 LG0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0952
 LG0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0952.GEOID18 height accuracy estimate available here.
 LG0952
 LG0952.The vertical order pertains to the NGVD 29 superseded value.
 LG0952
 LG0952.Click photographs - Photos may exist for this station.
 LG0952
 LG0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0952
 LG0952. The following values were computed from the NAD 83(1995) position.
 LG0952
 LG0952;                    North         East     Units Scale Factor Converg.
 LG0952;SPC NE       -   120,229.670   686,319.086   MT  0.99971507   +1 27 56.9
 LG0952;SPC NE       -   394,453.51  2,251,698.53   sFT  0.99971507   +1 27 56.9
 LG0952;UTM  14      - 4,527,780.453   602,083.897   MT  0.99972826   +0 47 36.4
 LG0952
 LG0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0952!SPC NE       -   0.99992133  x   0.99971507  =   0.99963643
 LG0952!UTM  14      -   0.99992133  x   0.99972826  =   0.99964962
 LG0952
 LG0952:                Primary Azimuth Mark                     Grid Az
 LG0952:SPC NE       -  CEDAR RM 3                               029 54 11.7
 LG0952:UTM  14      -  CEDAR RM 3                               030 34 32.2
 LG0952
 LG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0208327780(NAD 83)
 LG0952
 LG0952|---------------------------------------------------------------------|
 LG0952| PID    Reference Object                     Distance      Geod. Az  |
 LG0952|                                                           dddmmss.s |
 LG0952| MK1917 CEDAR RM 3                          APPROX.16.0 KM 0312208.6 |
 LG0952| LG0951 BRADSHAW                             29.833 METERS 14357     |
 LG0952|---------------------------------------------------------------------|
 LG0952
 LG0952                          SUPERSEDED SURVEY CONTROL
 LG0952
 LG0952  NAD 83(1986)-  40 53 41.11478(N)    097 47 17.23916(W) AD(       ) 1
 LG0952  NAD 27      -  40 53 41.06748(N)    097 47 16.04853(W) AD(       ) 1
 LG0952  NGVD 29             527.35   (m)         1730.1    (f) LEVELING    3  
 LG0952
 LG0952.Superseded values are not recommended for survey control.
 LG0952
 LG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0952.See file dsdata.pdf to determine how the superseded data were derived.
 LG0952
 LG0952_MARKER: DS = TRIANGULATION STATION DISK
 LG0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0952_STAMPING: BRADSHAW RM A 1966
 LG0952_MARK LOGO: CGS
 LG0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0952+STABILITY: SURFACE MOTION
 LG0952
 LG0952  HISTORY     - Date     Condition        Report By
 LG0952  HISTORY     - 1966     MONUMENTED       CGS
 LG0952
 LG0952                          STATION DESCRIPTION
 LG0952
 LG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0952'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 LG0952'TRIANGULATION STATION BRADSHAW.
 LG0952'
 LG0952'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LG0952'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 LG0952'SURFACE OF THE GROUND AND IS STAMPED BRADSHAW RMA 1966.  IT IS
 LG0952'117.2 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF A WOOD GARAGE,
 LG0952'60-1/2 FEET EAST OF CENTER OF A GRAVELED ROAD, 60.0 FEET NORTHEAST
 LG0952'OF A TELEPHONE POLE AND 28.3 FEET EAST OF A NORTH-SOUTH FENCELINE.
 LG0952'
 LG0952'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRADSHAW,
 LG0952'DISTANCE BEING SHOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0032 ***********************************************************************
 MM0032  DESIGNATION -  BRADY
 MM0032  PID         -  MM0032
 MM0032  STATE/COUNTY-  NE/LINCOLN
 MM0032  COUNTRY     -  US
 MM0032  USGS QUAD   -  BRADY (2017)
 MM0032
 MM0032                         *CURRENT SURVEY CONTROL
 MM0032  ______________________________________________________________________
 MM0032* NAD 83(1986) POSITION- 41 01 26.     (N) 100 21 51.     (W)   SCALED
 MM0032* NAVD 88 ORTHO HEIGHT -   809.248 (meters)     2655.01  (feet) ADJUSTED
 MM0032  ______________________________________________________________________
 MM0032  GEOID HEIGHT    -        -22.780 (meters)                     GEOID18
 MM0032  DYNAMIC HEIGHT  -        808.770 (meters)     2653.44  (feet) COMP
 MM0032  MODELED GRAVITY -    980,006.7   (mgal)                       NAVD 88
 MM0032
 MM0032  VERT ORDER      -  FIRST     CLASS II
 MM0032
 MM0032.The horizontal coordinates were scaled from a map and have
 MM0032.an estimated accuracy of +/- 6 seconds.
 MM0032
 MM0032.The orthometric height was determined by differential leveling and
 MM0032.adjusted by the NATIONAL GEODETIC SURVEY
 MM0032.in June 1991.
 MM0032
 MM0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0032.GEOID18 height accuracy estimate available here.
 MM0032
 MM0032.Click photographs - Photos may exist for this station.
 MM0032
 MM0032.The dynamic height is computed by dividing the NAVD 88
 MM0032.geopotential number by the normal gravity value computed on the
 MM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0032.degrees latitude (g = 980.6199 gals.).
 MM0032
 MM0032.The modeled gravity was interpolated from observed gravity values.
 MM0032
 MM0032;                    North         East    Units  Estimated Accuracy
 MM0032;SPC NE       -   132,250.      469,380.      MT  (+/- 180 meters Scaled)
 MM0032
 MM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL853423(NAD 83)
 MM0032
 MM0032                          SUPERSEDED SURVEY CONTROL
 MM0032
 MM0032  NGVD 29 (02/14/92)  808.918  (m)         2653.93   (f) ADJUSTED    1 2
 MM0032  NGVD 29 (??/??/87)  808.918  (m)         2653.93   (f) SUPERSEDED  1 2
 MM0032
 MM0032.Superseded values are not recommended for survey control.
 MM0032
 MM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0032.See file dsdata.pdf to determine how the superseded data were derived.
 MM0032
 MM0032_MARKER: DB = BENCH MARK DISK
 MM0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0032_STAMPING: BRADY 1933 2653.925
 MM0032_MARK LOGO: CGS
 MM0032_PROJECTION: FLUSH
 MM0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0032+STABILITY: SURFACE MOTION
 MM0032
 MM0032  HISTORY     - Date     Condition        Report By
 MM0032  HISTORY     - 1933     MONUMENTED       CGS
 MM0032  HISTORY     - 1981     GOOD             NEDR
 MM0032  HISTORY     - 1986     POOR             NGS
 MM0032
 MM0032                          STATION DESCRIPTION
 MM0032
 MM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0032'AT BRADY.
 MM0032'AT BRADY, LINCOLN COUNTY, AT THE NORTHWEST CORNER OF THE
 MM0032'INTERSECTION OF POPPELTON AVENUE AND MAIN STREET, 89 FEET
 MM0032'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUBLIC SCHOOL BUILDING,
 MM0032'40 FEET WEST OF THE CENTER LINE OF MAIN STREET, 40 FEET NORTH
 MM0032'OF THE CENTER LINE OF POPPELTON AVENUE, AND AT THE SOUTHEAST
 MM0032'CORNER OF THE SCHOOL LAWN.  A STANDARD DISK, STAMPED 2653.925
 MM0032'BRADY 1933 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 MM0032'WITH THE GROUND.
 MM0032
 MM0032                          STATION RECOVERY (1981)
 MM0032
 MM0032'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0032'RECOVERED IN GOOD CONDITION.
 MM0032
 MM0032                          STATION RECOVERY (1986)
 MM0032
 MM0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0032'RECOVERED IN POOR CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0032'BENCH MARK HAS APPARENTLY BEEN DISTURBED BY THE INSTALATION OF A FENCE
 MM0032'CORNER POST AND IS LEANING TO THE SOUTHEAST.
 MM0032'THE MARK IS 0.1 METERS  SE FROM  A WITNESS POST
 MM0032'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0497 ***********************************************************************
 MM0497  DESIGNATION -  BRADY
 MM0497  PID         -  MM0497
 MM0497  STATE/COUNTY-  NE/LINCOLN
 MM0497  COUNTRY     -  US
 MM0497  USGS QUAD   -  BRADY (2017)
 MM0497
 MM0497                         *CURRENT SURVEY CONTROL
 MM0497  ______________________________________________________________________
 MM0497* NAD 83(1995) POSITION- 41 00 41.86702(N) 100 20 33.56154(W)   ADJUSTED
 MM0497* NAVD 88 ORTHO HEIGHT -   850.    (meters)     2789.    (feet) SCALED
 MM0497  ______________________________________________________________________
 MM0497  GEOID HEIGHT    -        -22.817 (meters)                     GEOID18
 MM0497  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 MM0497  HORZ ORDER      -  SECOND
 MM0497
 MM0497.The horizontal coordinates were established by classical geodetic methods
 MM0497.and adjusted by the National Geodetic Survey in August 1997.
 MM0497
 MM0497.The orthometric height was scaled from a topographic map.
 MM0497
 MM0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0497.GEOID18 height accuracy estimate available here.
 MM0497
 MM0497.Click photographs - Photos may exist for this station.
 MM0497
 MM0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0497
 MM0497. The following values were computed from the NAD 83(1995) position.
 MM0497
 MM0497;                    North         East     Units Scale Factor Converg.
 MM0497;SPC NE       -   130,879.153   471,184.494   MT  0.99969555   -0 13 37.5
 MM0497;SPC NE       -   429,392.69  1,545,877.79   sFT  0.99969555   -0 13 37.5
 MM0497;UTM  14      - 4,540,916.228   387,098.971   MT  0.99975688   -0 52 52.2
 MM0497
 MM0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0497!SPC NE       -   0.99987021  x   0.99969555  =   0.99956580
 MM0497!UTM  14      -   0.99987021  x   0.99975688  =   0.99962713
 MM0497
 MM0497:                Primary Azimuth Mark                     Grid Az
 MM0497:SPC NE       -  BRADY AZ MK                              281 35 54.5
 MM0497:UTM  14      -  BRADY AZ MK                              282 15 09.2
 MM0497
 MM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8709840916(NAD 83)
 MM0497
 MM0497|---------------------------------------------------------------------|
 MM0497| PID    Reference Object                     Distance      Geod. Az  |
 MM0497|                                                           dddmmss.s |
 MM0497| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.18.8 KM 1070148.7 |
 MM0497| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.17.4 KM 1175856.8 |
 MM0497| CN7957 BRADY RM 1                           23.802 METERS 16929     |
 MM0497| CN7958 BRADY RM 2                           17.480 METERS 27301     |
 MM0497| CN7956 BRADY AZ MK                                        2812217.0 |
 MM0497| MM0375 BRADY MUNICIPAL TANK                APPROX. 2.1 KM 3063215.4 |
 MM0497| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.20.0 KM 3113511.2 |
 MM0497| MM0377 BRADY RADIO MAST                    APPROX. 2.2 KM 3271845.7 |
 MM0497|---------------------------------------------------------------------|
 MM0497
 MM0497                          SUPERSEDED SURVEY CONTROL
 MM0497
 MM0497  NAD 83(1986)-  41 00 41.87298(N)    100 20 33.56826(W) AD(       ) 2
 MM0497  NAD 27      -  41 00 41.85483(N)    100 20 32.09043(W) AD(       ) 2
 MM0497
 MM0497.Superseded values are not recommended for survey control.
 MM0497
 MM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0497.See file dsdata.pdf to determine how the superseded data were derived.
 MM0497
 MM0497_MARKER: DS = TRIANGULATION STATION DISK
 MM0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0497_STAMPING: BRADY 1951
 MM0497_MARK LOGO: CGS
 MM0497_PROJECTION: FLUSH
 MM0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0497+STABILITY: SURFACE MOTION
 MM0497
 MM0497  HISTORY     - Date     Condition        Report By
 MM0497  HISTORY     - 1951     MONUMENTED       CGS
 MM0497  HISTORY     - 1967     GOOD             CGS
 MM0497
 MM0497                          STATION DESCRIPTION
 MM0497
 MM0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0497'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF BRADY
 MM0497'ON THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS STAMPED
 MM0497'BRADY 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0497'
 MM0497'REFERENCE MARK NO. 1 IS NEAR THE SOUTH END OF SUMMIT OF HILL
 MM0497'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 MM0497'IT IS STAMPED BRADY NO 1 1951 AND IS FLUSH WITH THE GROUND
 MM0497'SURFACE.
 MM0497'
 MM0497'REFERENCE MARK NO. 2 IS NEAR THE WEST END OF SUMMIT OF HILL
 MM0497'AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 MM0497'IT IS STAMPED BRADY NO 2 1951 AND IS FLUSH WITH THE GROUND
 MM0497'SURFACE.
 MM0497'
 MM0497'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 107.16
 MM0497'FEET.
 MM0497'
 MM0497'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A PASTURE,
 MM0497'64 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 2 FEET NORTHWEST
 MM0497'OF A WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE CORNER.
 MM0497'IT IS STAMPED BRADY 1951 AND PROJECTS 4 INCHES.
 MM0497'
 MM0497'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 MM0497'IN BRADY, GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO
 MM0497'A FENCE CORNER AND AZIMUTH MARK ON LEFT AS DESCRIBED.  TURN
 MM0497'LEFT THROUGH GATE IN EAST-WEST FENCE LINE AND GO NORTHEAST
 MM0497'ACROSS PASTURE FOR 0.8 MILE TO HIGHEST POINT OF HILL AND
 MM0497'STATION AS DESCRIBED.
 MM0497'
 MM0497'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MM0497
 MM0497                          STATION RECOVERY (1967)
 MM0497
 MM0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HED)
 MM0497'STATION, AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND
 MM0497'AS DESCRIBED AND TO BE IN GOOD CONDITION.
 MM0497'
 MM0497'TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0375 ***********************************************************************
 MM0375  DESIGNATION -  BRADY MUNICIPAL TANK
 MM0375  PID         -  MM0375
 MM0375  STATE/COUNTY-  NE/LINCOLN
 MM0375  COUNTRY     -  US
 MM0375  USGS QUAD   -  BRADY (2017)
 MM0375
 MM0375                         *CURRENT SURVEY CONTROL
 MM0375  ______________________________________________________________________
 MM0375* NAD 83(1995) POSITION- 41 01 22.37147(N) 100 21 45.75083(W)   ADJUSTED
 MM0375  ______________________________________________________________________
 MM0375  GEOID HEIGHT    -        -22.783 (meters)                     GEOID18
 MM0375  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 MM0375  HORZ ORDER      -  THIRD
 MM0375
 MM0375.The horizontal coordinates were established by classical geodetic methods
 MM0375.and adjusted by the National Geodetic Survey in August 1997.
 MM0375
 MM0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0375.GEOID18 height accuracy estimate available here.
 MM0375
 MM0375.Click photographs - Photos may exist for this station.
 MM0375
 MM0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0375
 MM0375. The following values were computed from the NAD 83(1995) position.
 MM0375
 MM0375;                    North         East     Units Scale Factor Converg.
 MM0375;SPC NE       -   132,135.137   469,503.431   MT  0.99969389   -0 14 25.3
 MM0375;SPC NE       -   433,513.36  1,540,362.51   sFT  0.99969389   -0 14 25.3
 MM0375;UTM  14      - 4,542,191.404   385,432.248   MT  0.99976155   -0 53 40.3
 MM0375
 MM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8543242191(NAD 83)
 MM0375
 MM0375                          SUPERSEDED SURVEY CONTROL
 MM0375
 MM0375  NAD 83(1986)-  41 01 22.37664(N)    100 21 45.75749(W) AD(       ) 3
 MM0375  NAD 27      -  41 01 22.36366(N)    100 21 44.29059(W) AD(       ) 3
 MM0375
 MM0375.Superseded values are not recommended for survey control.
 MM0375
 MM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0375.See file dsdata.pdf to determine how the superseded data were derived.
 MM0375
 MM0375_MARKER: 53 = ELEVATED TANK
 MM0375
 MM0375  HISTORY     - Date     Condition        Report By
 MM0375  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0375
 MM0375                          STATION DESCRIPTION
 MM0375
 MM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0375'THE STATION IS LOCATED AT THE NORTH EDGE OF BRADY ON TOP
 MM0375'OF A LOW HILL.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 MM0375'THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX
 MM0375'AND AN OVER-ALL HEIGHT OF 100.0 FEET.
 MM0375'
 MM0375'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0377 ***********************************************************************
 MM0377  DESIGNATION -  BRADY RADIO MAST
 MM0377  PID         -  MM0377
 MM0377  STATE/COUNTY-  NE/LINCOLN
 MM0377  COUNTRY     -  US
 MM0377  USGS QUAD   -  BRADY (2017)
 MM0377
 MM0377                         *CURRENT SURVEY CONTROL
 MM0377  ______________________________________________________________________
 MM0377* NAD 83(1995) POSITION- 41 01 42.86035(N) 100 21 25.24675(W)   ADJUSTED
 MM0377  ______________________________________________________________________
 MM0377  GEOID HEIGHT    -        -22.764 (meters)                     GEOID18
 MM0377  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 MM0377  HORZ ORDER      -  THIRD
 MM0377
 MM0377.The horizontal coordinates were established by classical geodetic methods
 MM0377.and adjusted by the National Geodetic Survey in August 1997.
 MM0377
 MM0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0377.GEOID18 height accuracy estimate available here.
 MM0377
 MM0377.Click photographs - Photos may exist for this station.
 MM0377
 MM0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0377
 MM0377. The following values were computed from the NAD 83(1995) position.
 MM0377
 MM0377;                    North         East     Units Scale Factor Converg.
 MM0377;SPC NE       -   132,764.995   469,984.922   MT  0.99969307   -0 14 11.7
 MM0377;SPC NE       -   435,579.82  1,541,942.20   sFT  0.99969307   -0 14 11.7
 MM0377;UTM  14      - 4,542,815.765   385,920.933   MT  0.99976017   -0 53 27.2
 MM0377
 MM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8592042815(NAD 83)
 MM0377
 MM0377                          SUPERSEDED SURVEY CONTROL
 MM0377
 MM0377  NAD 83(1986)-  41 01 42.86563(N)    100 21 25.25348(W) AD(       ) 3
 MM0377  NAD 27      -  41 01 42.84680(N)    100 21 23.77290(W) AD(       ) 3
 MM0377
 MM0377.Superseded values are not recommended for survey control.
 MM0377
 MM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0377.See file dsdata.pdf to determine how the superseded data were derived.
 MM0377
 MM0377_MARKER: 42 = RADIO/TV MAST
 MM0377
 MM0377  HISTORY     - Date     Condition        Report By
 MM0377  HISTORY     - 1961     FIRST OBSERVED   NEDR
 MM0377
 MM0377                          STATION DESCRIPTION
 MM0377
 MM0377'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 MM0377'THE STATION IS LOCATED ABOUT 3/4 OF A MILE NORTHEAST OF THE
 MM0377'RAILROAD STATION IN BRADY IN THE NORTHEAST CORNER OF THE NE
 MM0377'1/4 OF SECTION 11, T12N R27W.
 MM0377'
 MM0377'TO REACH THE STATION FROM THE RAILROAD STATION, PROCEED
 MM0377'NORTHEAST THROUGH BRADY ON STATE SECONDARY ROAD FOR ABOUT
 MM0377'3/4 OF A MILE TO THE STATION ON THE RIGHT.  THE STATION IS
 MM0377'APPROXIMATELY 200 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MM0377'THE LIGHT ON TOP WAS USED FOR THE SIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2100 ***********************************************************************
 MK2100  CBN         -  This is a Cooperative Base Network Control Station.
 MK2100  DESIGNATION -  BRAIN
 MK2100  PID         -  MK2100
 MK2100  STATE/COUNTY-  NE/BUTLER
 MK2100  COUNTRY     -  US
 MK2100  USGS QUAD   -  LOMA (2017)
 MK2100
 MK2100                         *CURRENT SURVEY CONTROL
 MK2100  ______________________________________________________________________
 MK2100* NAD 83(2011) POSITION- 41 12 20.65339(N) 096 54 46.40723(W)   ADJUSTED
 MK2100* NAD 83(2011) ELLIP HT-   470.402 (meters)        (06/27/12)   ADJUSTED
 MK2100* NAD 83(2011) EPOCH   -  2010.00
 MK2100* NAVD 88 ORTHO HEIGHT -   496.9   (meters)     1630.    (feet) GPS OBS
 MK2100  ______________________________________________________________________
 MK2100  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MK2100  GEOID HEIGHT    -        -26.431 (meters)                     GEOID93
 MK2100  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 MK2100  NAD 83(2011) X  -   -578,441.968 (meters)                     COMP
 MK2100  NAD 83(2011) Y  - -4,770,986.465 (meters)                     COMP
 MK2100  NAD 83(2011) Z  -  4,179,949.976 (meters)                     COMP
 MK2100  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 MK2100
 MK2100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2100  Standards:
 MK2100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2100  -------------------------------------------------------------------
 MK2100  NETWORK    0.34   0.86           0.16   0.10   0.44      0.00738394
 MK2100  -------------------------------------------------------------------
 MK2100  Click here for local accuracies and other accuracy information.
 MK2100
 MK2100.The horizontal coordinates were established by GPS observations
 MK2100.and adjusted by the National Geodetic Survey in June 2012.
 MK2100
 MK2100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2100.been affixed to the stable North American tectonic plate. See 
 MK2100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2100
 MK2100.The horizontal coordinates are valid at the epoch date displayed above
 MK2100.which is a decimal equivalence of Year/Month/Day.
 MK2100
 MK2100.The orthometric height was determined by GPS observations and a
 MK2100.high-resolution geoid model.
 MK2100
 MK2100.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2100.GEOID18 height accuracy estimate available here.
 MK2100
 MK2100.Click photographs - Photos may exist for this station.
 MK2100
 MK2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2100
 MK2100.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2100
 MK2100.The ellipsoidal height was determined by GPS observations
 MK2100.and is referenced to NAD 83.
 MK2100
 MK2100. The following values were computed from the NAD 83(2011) position.
 MK2100
 MK2100;                    North         East     Units Scale Factor Converg.
 MK2100;SPC NE       -   156,992.620   758,785.310   MT  0.99967224   +2 02 44.9
 MK2100;SPC NE       -   515,066.62  2,489,448.14   sFT  0.99967224   +2 02 44.9
 MK2100;UTM  14      - 4,563,696.300   674,987.316   MT  0.99997686   +1 22 30.9
 MK2100
 MK2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2100!SPC NE       -   0.99992622  x   0.99967224  =   0.99959848
 MK2100!UTM  14      -   0.99992622  x   0.99997686  =   0.99990308
 MK2100
 MK2100:                Primary Azimuth Mark                     Grid Az
 MK2100:SPC NE       -  RED LIGHT RAD MAST                       274 36 34.3
 MK2100:UTM  14      -  RED LIGHT RAD MAST                       275 16 48.3
 MK2100
 MK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7498763696(NAD 83)
 MK2100
 MK2100|---------------------------------------------------------------------|
 MK2100| PID    Reference Object                     Distance      Geod. Az  |
 MK2100|                                                           dddmmss.s |
 MK2100| CL6943 BRAIN RM 1                           15.280 METERS 09000     |
 MK2100| CL6944 BRAIN RM 2                           14.838 METERS 18252     |
 MK2100| CL8254 RED LIGHT RAD MAST                                 2763919.2 |
 MK2100|---------------------------------------------------------------------|
 MK2100
 MK2100                          SUPERSEDED SURVEY CONTROL
 MK2100
 MK2100  NAD 83(2007)-  41 12 20.65337(N)    096 54 46.40782(W) AD(2002.00) 0
 MK2100  ELLIP H (02/10/07)  470.423  (m)                       GP(2002.00)    
 MK2100  ELLIP H (07/10/01)  470.376  (m)                       GP(       ) 4 1
 MK2100  NAD 83(1995)-  41 12 20.65335(N)    096 54 46.40719(W) AD(       ) B
 MK2100  ELLIP H (06/25/96)  470.484  (m)                       GP(       ) 1 1
 MK2100  NAD 83(1986)-  41 12 20.66275(N)    096 54 46.40823(W) AD(       ) 2
 MK2100  NAD 27      -  41 12 20.63172(N)    096 54 45.30354(W) AD(       ) 2
 MK2100
 MK2100.Superseded values are not recommended for survey control.
 MK2100
 MK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2100.See file dsdata.pdf to determine how the superseded data were derived.
 MK2100
 MK2100_MARKER: DD = SURVEY DISK
 MK2100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2100_STAMPING: ET BRAIN 1967
 MK2100_MARK LOGO: USGS
 MK2100_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2100+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2021
 MK2100
 MK2100  HISTORY     - Date     Condition        Report By
 MK2100  HISTORY     - 1967     MONUMENTED       USGS
 MK2100  HISTORY     - 19950419 GOOD             NGS
 MK2100  HISTORY     - 20000601 GOOD             NEDR
 MK2100  HISTORY     - 20100503 GOOD             INDIV
 MK2100  HISTORY     - 20170111 GOOD             NEGS
 MK2100  HISTORY     - 20211117 GOOD             NEGS
 MK2100
 MK2100                          STATION DESCRIPTION
 MK2100
 MK2100'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2100'THE STATION IS LOCATED APPROX. 16.0 MI W. OF WAHOO, T. 14 N.,
 MK2100'R. 4 E., NEAR COR. SECS. 1, 6, 7 AND 12, 58 FT S. OF CENTER OF
 MK2100'HWY. AT A T-FENCE S., 2 FT N. OF USGS WITNESS POST.
 MK2100'
 MK2100'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2100'6TH ST. FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO ALONG HWY.
 MK2100'92 FOR 15.6 MI TO STATION ON LEFT (S.) SIDE OF RD.
 MK2100'
 MK2100'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON 0.5
 MK2100'IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED
 MK2100'WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2100'
 MK2100'THE STATION MARK IS STAMPED ET BRAIN 1967.
 MK2100'
 MK2100'REFERENCE MARK 1 IS E. OF THE STATION, 2 FT N., 51 FT E. OF
 MK2100'CORNER POST OF T-FENCE S., 60 FT S. OF CENTER OF HWY., STAMPED
 MK2100'BRAIN NO 1 1967
 MK2100'
 MK2100'REFERENCE MARK 2 IS S. OF THE STATION, 51 FT S., 1 FT E. OF
 MK2100'CORNER POST OF T-FENCE S., 106 FT S. OF CENTER OF HWY., STAMPED
 MK2100'BRAIN NO 2 1967
 MK2100'
 MK2100'AZIMUTH MARK = CENTER OF RED LIGHT TOP RADIO MAST, APPROX. 0.5
 MK2100'MI W. OF STATION.
 MK2100
 MK2100                          STATION RECOVERY (1995)
 MK2100
 MK2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK2100'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S12F SPUR AND STATE
 MK2100'HIGHWAY 92, ABOUT 1.5 MI (2.4 KM) NORTH FROM BRAINARD, GO EAST ON
 MK2100'HIGHWAY 92 FOR 4.8 MI (7.7 KM) TO A FENCE CORNER AND THE STATION ON
 MK2100'THE RIGHT, ON THE SOUTH RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4,
 MK2100'SEC12, T14N, R4E.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 MK2100'CRIMPED TO THE TOP OF A 1/2 INCH COPPER-CLAD ROD, CENTERED WITHIN A
 MK2100'CLAY TILE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS AT THE
 MK2100'CORNER OF A FENCE LEADING EAST AND A FENCE LEADING SOUTH, 58.0 FT
 MK2100'(17.7 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY AND 2.0 FT (0.6 M)
 MK2100'NORTH FROM A WITNESS POST AND THE FENCE CORNER POST.
 MK2100
 MK2100                          STATION RECOVERY (2000)
 MK2100
 MK2100'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2100'RECOVERED AS DESCRIBED.
 MK2100
 MK2100                          STATION RECOVERY (2010)
 MK2100
 MK2100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK2100'RECOVERED IN GOOD CONDITION.
 MK2100
 MK2100                          STATION RECOVERY (2017)
 MK2100
 MK2100'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 MK2100'RECOVERED IN GOOD CONDITION
 MK2100
 MK2100                          STATION RECOVERY (2021)
 MK2100
 MK2100'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (RS)
 MK2100'FROM THE JUNCTION OF NE. HWY. 92 AND NE. SPUR 12F APPROX. 1.5 MI (2.4
 MK2100'KM) NORTH OF BRAINARD, NE., GO EAST ON NE. HWY. 92 APPROX. 4.8 MI (7.7
 MK2100'KM) TO MILE POST 432.57 AND THE MARK ON THE RIGHT (SOUTH).
 MK2100'
 MK2100'THE MARK IS 2.0 FT (0.6 M) NORTH OF BOTTOM STEEL WITNESS POST, 1.0 FT
 MK2100'(0.3 M) EAST OF NORTHEAST CORNER R.O.W. MARKER AND 58.0 FT (17.7 M)
 MK2100'SOUTH OF NE. HWY. 92.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1867 ***********************************************************************
 MK1867  DESIGNATION -  BRAINARD HOLY TRINITY CH SPIRE
 MK1867  PID         -  MK1867
 MK1867  STATE/COUNTY-  NE/BUTLER
 MK1867  COUNTRY     -  US
 MK1867  USGS QUAD   -  BRAINARD (2017)
 MK1867
 MK1867                         *CURRENT SURVEY CONTROL
 MK1867  ______________________________________________________________________
 MK1867* NAD 83(1995) POSITION- 41 11 17.36809(N) 097 00 11.18475(W)   ADJUSTED
 MK1867  ______________________________________________________________________
 MK1867  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 MK1867  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 MK1867  HORZ ORDER      -  THIRD
 MK1867
 MK1867.The horizontal coordinates were established by classical geodetic methods
 MK1867.and adjusted by the National Geodetic Survey in August 1997.
 MK1867
 MK1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1867.GEOID18 height accuracy estimate available here.
 MK1867
 MK1867.Click photographs - Photos may exist for this station.
 MK1867
 MK1867.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1867
 MK1867. The following values were computed from the NAD 83(1995) position.
 MK1867
 MK1867;                    North         East     Units Scale Factor Converg.
 MK1867;SPC NE       -   154,776.031   751,293.423   MT  0.99967388   +1 59 09.7
 MK1867;SPC NE       -   507,794.36  2,464,868.51   sFT  0.99967388   +1 59 09.7
 MK1867;UTM  14      - 4,561,566.939   667,467.833   MT  0.99994517   +1 18 55.2
 MK1867
 MK1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6746761566(NAD 83)
 MK1867
 MK1867                          SUPERSEDED SURVEY CONTROL
 MK1867
 MK1867  NAD 83(1986)-  41 11 17.37631(N)    097 00 11.18389(W) AD(       ) 3
 MK1867  NAD 27      -  41 11 17.33500(N)    097 00 10.07000(W) AD(       ) 3
 MK1867
 MK1867.Superseded values are not recommended for survey control.
 MK1867
 MK1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1867.See file dsdata.pdf to determine how the superseded data were derived.
 MK1867
 MK1867_MARKER: 90 = CHURCH SPIRE
 MK1867
 MK1867  HISTORY     - Date     Condition        Report By
 MK1867  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1867  HISTORY     - 20030819 GOOD             USPSQD
 MK1867
 MK1867                          STATION DESCRIPTION
 MK1867
 MK1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1867'OBJECT OBSERVED UPON WAS THE TIP OF SPIRE OF THE HOLY TRINITY
 MK1867'CHURCH.  THIS IS LOCATED IN THE TOWN OF BRAINARD, 0.5 MILE
 MK1867'NORTH OF POST OFFICE AND 1/2 BLOCK EAST OF RAILROAD.  SPIRE IS
 MK1867'ABOUT 90 FEET TALL, AND BUILDING IS OF RED BRICK, BUILT IN 1906.
 MK1867'
 MK1867'OBSERVED UPON FROM STATIONS SABATA, RUTH, AND HROMAS.
 MK1867
 MK1867                          STATION RECOVERY (2003)
 MK1867
 MK1867'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1867'STATION FOUND GOOD. CHURCH IS NORTH OF W. BRAINARD ST. AND EAST OF N.
 MK1867'MADISON ST. IN THE NORTHWEST CORNER OF THE T-INTERSECTION. FROM STATE
 MK1867'HWY 92 AND SPUR ROAD 12F ABOUT 10 MILES SOUTHEAST OF DAVID CITY, GO 2
 MK1867'MILES SOUTH TO BRAINARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1868 ***********************************************************************
 MK1868  DESIGNATION -  BRAINARD MUNICIPAL TANK
 MK1868  PID         -  MK1868
 MK1868  STATE/COUNTY-  NE/BUTLER
 MK1868  COUNTRY     -  US
 MK1868  USGS QUAD   -  BRAINARD (2017)
 MK1868
 MK1868                         *CURRENT SURVEY CONTROL
 MK1868  ______________________________________________________________________
 MK1868* NAD 83(1995) POSITION- 41 11 04.70195(N) 097 00 06.82762(W)   ADJUSTED
 MK1868  ______________________________________________________________________
 MK1868  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 MK1868  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 MK1868  HORZ ORDER      -  THIRD
 MK1868
 MK1868.The horizontal coordinates were established by classical geodetic methods
 MK1868.and adjusted by the National Geodetic Survey in August 1997.
 MK1868
 MK1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1868.GEOID18 height accuracy estimate available here.
 MK1868
 MK1868.Click photographs - Photos may exist for this station.
 MK1868
 MK1868.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1868
 MK1868. The following values were computed from the NAD 83(1995) position.
 MK1868
 MK1868;                    North         East     Units Scale Factor Converg.
 MK1868;SPC NE       -   154,389.170   751,408.411   MT  0.99967422   +1 59 12.6
 MK1868;SPC NE       -   506,525.14  2,465,245.76   sFT  0.99967422   +1 59 12.6
 MK1868;UTM  14      - 4,561,178.653   667,578.315   MT  0.99994563   +1 18 57.7
 MK1868
 MK1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6757861178(NAD 83)
 MK1868
 MK1868                          SUPERSEDED SURVEY CONTROL
 MK1868
 MK1868  NAD 83(1986)-  41 11 04.71079(N)    097 00 06.82719(W) AD(       ) 3
 MK1868  NAD 27      -  41 11 04.65914(N)    097 00 05.70967(W) AD(       ) 3
 MK1868
 MK1868.Superseded values are not recommended for survey control.
 MK1868
 MK1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1868.See file dsdata.pdf to determine how the superseded data were derived.
 MK1868
 MK1868_MARKER: 51 = TANK
 MK1868
 MK1868  HISTORY     - Date     Condition        Report By
 MK1868  HISTORY     - 1961     FIRST OBSERVED   CGS
 MK1868  HISTORY     - 20030819 GOOD             USPSQD
 MK1868
 MK1868                          STATION DESCRIPTION
 MK1868
 MK1868'DESCRIBED BY US POWER SQUADRON 2003 (AMM)
 MK1868'STATION FOUND GOOD. TANK IS LOCATED IN THE TOWN OF BRAINARD, NE, NORTH
 MK1868'OF WASHINGTON ST., SOUTH OF JEFFERSON ST., EAST OF MADISON ST., AND
 MK1868'WEST OF N. LINCOLN ST. DIRECTLY BEHIND AMERICAN LEGION REJDA POST NO
 MK1868'273. TANK HAS 4 LEGS WITH A CONICAL TOP ALL PAINTED SILVER WITH BLACK
 MK1868'LETTERS 'BRAINARD' ON THE BOWL OF TANK. ABOUT 10 MILES SE OF DAVID
 MK1868'CITY, AT STATE HWY 92 AND SPUR ROAD 12F, GO 2 MILES TO BRAINARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0519 ***********************************************************************
 LJ0519  DESIGNATION -  BRANDON
 LJ0519  PID         -  LJ0519
 LJ0519  STATE/COUNTY-  NE/PERKINS
 LJ0519  COUNTRY     -  US
 LJ0519  USGS QUAD   -  BRANDON (2017)
 LJ0519
 LJ0519                         *CURRENT SURVEY CONTROL
 LJ0519  ______________________________________________________________________
 LJ0519* NAD 83(1995) POSITION- 40 47 31.51718(N) 101 53 40.35462(W)   ADJUSTED
 LJ0519* NAVD 88 ORTHO HEIGHT -  1094.3   (meters)     3590.    (feet) VERTCON
 LJ0519  ______________________________________________________________________
 LJ0519  GEOID HEIGHT    -        -21.281 (meters)                     GEOID18
 LJ0519  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 LJ0519  HORZ ORDER      -  FIRST
 LJ0519
 LJ0519.The horizontal coordinates were established by classical geodetic methods
 LJ0519.and adjusted by the National Geodetic Survey in August 1997.
 LJ0519
 LJ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0519
 LJ0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0519.GEOID18 height accuracy estimate available here.
 LJ0519
 LJ0519.Click photographs - Photos may exist for this station.
 LJ0519
 LJ0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0519
 LJ0519. The following values were computed from the NAD 83(1995) position.
 LJ0519
 LJ0519;                    North         East     Units Scale Factor Converg.
 LJ0519;SPC NE       -   108,199.841   340,157.519   MT  0.99973560   -1 15 19.8
 LJ0519;SPC NE       -   354,985.65  1,116,000.13   sFT  0.99973560   -1 15 19.8
 LJ0519;UTM  14      - 4,519,709.295   255,785.759   MT  1.00033414   -1 53 31.1
 LJ0519
 LJ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0519!SPC NE       -   0.99983171  x   0.99973560  =   0.99956735
 LJ0519!UTM  14      -   0.99983171  x   1.00033414  =   1.00016579
 LJ0519
 LJ0519:                Primary Azimuth Mark                     Grid Az
 LJ0519:SPC NE       -  STEPHENSON                               129 03 43.6
 LJ0519:UTM  14      -  STEPHENSON                               129 41 54.9
 LJ0519
 LJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5578519709(NAD 83)
 LJ0519
 LJ0519|---------------------------------------------------------------------|
 LJ0519| PID    Reference Object                     Distance      Geod. Az  |
 LJ0519|                                                           dddmmss.s |
 LJ0519| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX.15.6 KM 0695142.8 |
 LJ0519| CP7526 BRANDON RM 1                         55.951 METERS 08628     |
 LJ0519| LJ0514 STEPHENSON                          APPROX.12.1 KM 1274823.8 |
 LJ0519| LK0487 VENANGO MUNICIPAL TANK              APPROX.12.6 KM 2562856.5 |
 LJ0519| CP7525 BRANDON AZ MK                                      2655427.8 |
 LJ0519| LJ0518 BRANDON FITZGERALD ELEV N GAB       APPROX. 2.0 KM 3101111.1 |
 LJ0519| LJ0520 BRANDON FARMERS UN ELEV N GAB       APPROX. 2.0 KM 3130528.2 |
 LJ0519| CP7527 BRANDON RM 2                         99.631 METERS 31319     |
 LJ0519|---------------------------------------------------------------------|
 LJ0519
 LJ0519                          SUPERSEDED SURVEY CONTROL
 LJ0519
 LJ0519  NAD 83(1992)-  40 47 31.51763(N)    101 53 40.35493(W) AD(       ) 1
 LJ0519  NAD 83(1986)-  40 47 31.51759(N)    101 53 40.35490(W) AD(       ) 1
 LJ0519  NAD 27      -  40 47 31.52700(N)    101 53 38.71600(W) AD(       ) 1
 LJ0519  NGVD 29 (07/19/86) 1093.9    (m)         3589.     (f) VERT ANG       
 LJ0519
 LJ0519.Superseded values are not recommended for survey control.
 LJ0519
 LJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0519.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0519
 LJ0519_MARKER: DS = TRIANGULATION STATION DISK
 LJ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0519_STAMPING: BRANDON 1933
 LJ0519_MARK LOGO: CGS
 LJ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0519+STABILITY: SURFACE MOTION
 LJ0519
 LJ0519  HISTORY     - Date     Condition        Report By
 LJ0519  HISTORY     - 1933     MONUMENTED       CGS
 LJ0519  HISTORY     - 1949     GOOD             USGS
 LJ0519  HISTORY     - 1971     GOOD             USGS
 LJ0519
 LJ0519                          STATION DESCRIPTION
 LJ0519
 LJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0519'THE STATION IS LOCATED ABOUT 10 MILES SW OF GRANT AND 1.5
 LJ0519'MILES SSE OF BRANDON ON A STABLE SAND HILL IN SW 1/4 SEC.
 LJ0519'33, T 10 N, R 40 W, AND IS ON LAND OWNED BY MARK WHITE OF
 LJ0519'LOS ANGELES, CALIFORNIA AND LEASED BY S.A. YOUNG.
 LJ0519'
 LJ0519'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE HIGHEST
 LJ0519'PART OF A FAIRLY FLAT TOPPED SAND HILL WHICH IS THE FIRST
 LJ0519'HILL SE OF YOUNGS HOUSE.
 LJ0519'
 LJ0519'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0519'BRONZE DISKS SET IN CONCRETE.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS E OF THE STATION
 LJ0519'AND IS ON THE E SLOPE OF THE HILL.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS NW OF THE STATION
 LJ0519'AND IS ON THE NW SLOPE OF THE HILL.
 LJ0519'
 LJ0519'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS W OF THE STATION.
 LJ0519'IT IS IN A N AND S FENCE 10 FEET N OF THE PLACE WHERE THE
 LJ0519'FENCE CURVES TO THE SE AND 0.35 MILE S OF A FENCE CORNER
 LJ0519'WHICH IS ABOUT 0.2 MILE SSE OF YOUNGS HOUSE.
 LJ0519'
 LJ0519'TO REACH THE STATION FROM GRANT FOLLOW HIGHWAY 17 10 MILES
 LJ0519'TO A FILLING STATION IN BRANDON.  TURN LEFT, S, AT THIS
 LJ0519'STATION AND GO 0.2 MILE TO A DIRT ROAD TO THE LEFT.  FOLLOW
 LJ0519'THIS ROAD 0.35 MILE TO YOUNGS HOUSE.  GO THROUGH THE CORRALS
 LJ0519'AND FOLLOW FARM ROAD ALONG FENCE FOR 0.8 MILE.  THEN GO NE
 LJ0519'UP RIDGE 0.15 MILE TO TOP OF HILL AND STATION.
 LJ0519'
 LJ0519'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0519
 LJ0519                          STATION RECOVERY (1949)
 LJ0519
 LJ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LJ0519'STATION WAS RECOVERED IN GOOD CONDITION.
 LJ0519
 LJ0519                          STATION RECOVERY (1971)
 LJ0519
 LJ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LJ0519'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LJ0519'
 LJ0519'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LJ0519'DISKS, SET IN CONCRETE POSTS.
 LJ0519'
 LJ0519'STATION MARK--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND STAMPED
 LJ0519'BRANDON 1933.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 1--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0519'AND STAMPED BRANDON NO. 1 1933.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 2--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0519'AND STAMPED BRANDON NO. 2 1933.
 LJ0519'
 LJ0519'STATION STEPHENSON USC AND GS 1933 IS VISIBLE FROM THE GROUND
 LJ0519'AT THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 LJ0519'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0520 ***********************************************************************
 LJ0520  DESIGNATION -  BRANDON FARMERS UN ELEV N GAB
 LJ0520  PID         -  LJ0520
 LJ0520  STATE/COUNTY-  NE/PERKINS
 LJ0520  COUNTRY     -  US
 LJ0520  USGS QUAD   -  BRANDON (2017)
 LJ0520
 LJ0520                         *CURRENT SURVEY CONTROL
 LJ0520  ______________________________________________________________________
 LJ0520* NAD 83(1995) POSITION- 40 48 15.62817(N) 101 54 42.41471(W)   ADJUSTED
 LJ0520  ______________________________________________________________________
 LJ0520  GEOID HEIGHT    -        -21.230 (meters)                     GEOID18
 LJ0520  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 LJ0520  HORZ ORDER      -  THIRD
 LJ0520
 LJ0520.The horizontal coordinates were established by classical geodetic methods
 LJ0520.and adjusted by the National Geodetic Survey in August 1997.
 LJ0520
 LJ0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0520.GEOID18 height accuracy estimate available here.
 LJ0520
 LJ0520.Click photographs - Photos may exist for this station.
 LJ0520
 LJ0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0520
 LJ0520. The following values were computed from the NAD 83(1995) position.
 LJ0520
 LJ0520;                    North         East     Units Scale Factor Converg.
 LJ0520;SPC NE       -   109,591.864   338,733.386   MT  0.99973298   -1 16 01.0
 LJ0520;SPC NE       -   359,552.64  1,111,327.78   sFT  0.99973298   -1 16 01.0
 LJ0520;UTM  14      - 4,521,117.907   254,376.330   MT  1.00034264   -1 54 13.4
 LJ0520
 LJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5437621117(NAD 83)
 LJ0520
 LJ0520                          SUPERSEDED SURVEY CONTROL
 LJ0520
 LJ0520  NAD 83(1992)-  40 48 15.62861(N)    101 54 42.41506(W) AD(       ) 3
 LJ0520  NAD 83(1986)-  40 48 15.62771(N)    101 54 42.41377(W) AD(       ) 3
 LJ0520  NAD 27      -  40 48 15.63600(N)    101 54 40.76900(W) AD(       ) 3
 LJ0520
 LJ0520.Superseded values are not recommended for survey control.
 LJ0520
 LJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0520.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0520
 LJ0520_MARKER: 81 = GABLE
 LJ0520
 LJ0520  HISTORY     - Date     Condition        Report By
 LJ0520  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0520
 LJ0520                          STATION DESCRIPTION
 LJ0520
 LJ0520'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0518 ***********************************************************************
 LJ0518  DESIGNATION -  BRANDON FITZGERALD ELEV N GAB
 LJ0518  PID         -  LJ0518
 LJ0518  STATE/COUNTY-  NE/PERKINS
 LJ0518  COUNTRY     -  US
 LJ0518  USGS QUAD   -  BRANDON (2017)
 LJ0518
 LJ0518                         *CURRENT SURVEY CONTROL
 LJ0518  ______________________________________________________________________
 LJ0518* NAD 83(1995) POSITION- 40 48 14.27821(N) 101 54 46.98610(W)   ADJUSTED
 LJ0518  ______________________________________________________________________
 LJ0518  GEOID HEIGHT    -        -21.228 (meters)                     GEOID18
 LJ0518  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 LJ0518  HORZ ORDER      -  THIRD
 LJ0518
 LJ0518.The horizontal coordinates were established by classical geodetic methods
 LJ0518.and adjusted by the National Geodetic Survey in August 1997.
 LJ0518
 LJ0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0518.GEOID18 height accuracy estimate available here.
 LJ0518
 LJ0518.Click photographs - Photos may exist for this station.
 LJ0518
 LJ0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0518
 LJ0518. The following values were computed from the NAD 83(1995) position.
 LJ0518
 LJ0518;                    North         East     Units Scale Factor Converg.
 LJ0518;SPC NE       -   109,552.612   338,625.367   MT  0.99973306   -1 16 04.0
 LJ0518;SPC NE       -   359,423.86  1,110,973.39   sFT  0.99973306   -1 16 04.0
 LJ0518;UTM  14      - 4,521,079.835   254,267.815   MT  1.00034330   -1 54 16.4
 LJ0518
 LJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5426721079(NAD 83)
 LJ0518
 LJ0518                          SUPERSEDED SURVEY CONTROL
 LJ0518
 LJ0518  NAD 83(1992)-  40 48 14.27863(N)    101 54 46.98644(W) AD(       ) 3
 LJ0518  NAD 83(1986)-  40 48 14.27775(N)    101 54 46.98511(W) AD(       ) 3
 LJ0518  NAD 27      -  40 48 14.28800(N)    101 54 45.34300(W) AD(       ) 3
 LJ0518
 LJ0518.Superseded values are not recommended for survey control.
 LJ0518
 LJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0518.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0518
 LJ0518_MARKER: 81 = GABLE
 LJ0518
 LJ0518  HISTORY     - Date     Condition        Report By
 LJ0518  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0518
 LJ0518                          STATION DESCRIPTION
 LJ0518
 LJ0518'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1743 ***********************************************************************
 NM1743  FBN         -  This is a Federal Base Network Control Station.
 NM1743  DESIGNATION -  BRANDT
 NM1743  PID         -  NM1743
 NM1743  STATE/COUNTY-  NE/DIXON
 NM1743  COUNTRY     -  US
 NM1743  USGS QUAD   -  BURBANK (2017)
 NM1743
 NM1743                         *CURRENT SURVEY CONTROL
 NM1743  ______________________________________________________________________
 NM1743* NAD 83(2011) POSITION- 42 41 15.52042(N) 096 52 06.62347(W)   ADJUSTED
 NM1743* NAD 83(2011) ELLIP HT-   431.985 (meters)        (06/27/12)   ADJUSTED
 NM1743* NAD 83(2011) EPOCH   -  2010.00
 NM1743* NAVD 88 ORTHO HEIGHT -   457.5   (meters)     1501.    (feet) GPS OBS
 NM1743  ______________________________________________________________________
 NM1743  NAVD 88 orthometric height was determined with geoid model    GEOID96
 NM1743  GEOID HEIGHT    -        -25.441 (meters)                     GEOID96
 NM1743  GEOID HEIGHT    -        -25.495 (meters)                     GEOID18
 NM1743  NAD 83(2011) X  -   -561,584.017 (meters)                     COMP
 NM1743  NAD 83(2011) Y  - -4,662,165.368 (meters)                     COMP
 NM1743  NAD 83(2011) Z  -  4,302,352.680 (meters)                     COMP
 NM1743  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 NM1743
 NM1743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1743  Standards:
 NM1743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1743  -------------------------------------------------------------------
 NM1743  NETWORK    0.41   1.08           0.19   0.13   0.55     -0.02464165
 NM1743  -------------------------------------------------------------------
 NM1743  Click here for local accuracies and other accuracy information.
 NM1743
 NM1743.The horizontal coordinates were established by GPS observations
 NM1743.and adjusted by the National Geodetic Survey in June 2012.
 NM1743
 NM1743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1743.been affixed to the stable North American tectonic plate. See 
 NM1743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1743
 NM1743.The horizontal coordinates are valid at the epoch date displayed above
 NM1743.which is a decimal equivalence of Year/Month/Day.
 NM1743
 NM1743.The orthometric height was determined by GPS observations and a
 NM1743.high-resolution geoid model.
 NM1743
 NM1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1743.GEOID18 height accuracy estimate available here.
 NM1743
 NM1743.Click photographs - Photos may exist for this station.
 NM1743
 NM1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1743
 NM1743.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1743
 NM1743.The ellipsoidal height was determined by GPS observations
 NM1743.and is referenced to NAD 83.
 NM1743
 NM1743. The following values were computed from the NAD 83(2011) position.
 NM1743
 NM1743;                    North         East     Units Scale Factor Converg.
 NM1743;SPC NE       -   321,570.582   756,545.626   MT  0.99987180   +2 04 30.8
 NM1743;SPC NE       - 1,055,019.48  2,482,100.11   sFT  0.99987180   +2 04 30.8
 NM1743;UTM  14      - 4,728,331.873   674,615.284   MT  0.99997513   +1 26 43.9
 NM1743
 NM1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1743!SPC NE       -   0.99993226  x   0.99987180  =   0.99980407
 NM1743!UTM  14      -   0.99993226  x   0.99997513  =   0.99990739
 NM1743
 NM1743:                Primary Azimuth Mark                     Grid Az
 NM1743:SPC NE       -  BRANDT AZ MK                             168 38 38.9
 NM1743:UTM  14      -  BRANDT AZ MK                             169 16 25.8
 NM1743
 NM1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7461528331(NAD 83)
 NM1743
 NM1743|---------------------------------------------------------------------|
 NM1743| PID    Reference Object                     Distance      Geod. Az  |
 NM1743|                                                           dddmmss.s |
 NM1743| CO2307 BRANDT RM 1                          20.950 METERS 02819     |
 NM1743| CO2306 BRANDT AZ MK                                       1704309.7 |
 NM1743| CO2308 BRANDT RM 2                          28.085 METERS 30914     |
 NM1743|---------------------------------------------------------------------|
 NM1743
 NM1743                          SUPERSEDED SURVEY CONTROL
 NM1743
 NM1743  NAD 83(2007)-  42 41 15.52039(N)    096 52 06.62426(W) AD(2002.00) 0
 NM1743  ELLIP H (02/10/07)  432.008  (m)                       GP(2002.00)    
 NM1743  ELLIP H (07/10/01)  431.990  (m)                       GP(       ) 4 1
 NM1743  NAD 83(1995)-  42 41 15.52029(N)    096 52 06.62399(W) AD(       ) B
 NM1743  ELLIP H (06/25/96)  432.043  (m)                       GP(       ) 1 1
 NM1743  NAD 83(1986)-  42 41 15.52464(N)    096 52 06.61528(W) AD(       ) 1
 NM1743  NAD 27      -  42 41 15.52835(N)    096 52 05.46612(W) AD(       ) 1
 NM1743  NAVD 88 (06/25/96)  457.4    (m)  GEOID93  model used  GPS OBS        
 NM1743  NGVD 29 (07/19/86)  458.0    (m)         1503.     (f) VERT ANG       
 NM1743
 NM1743.Superseded values are not recommended for survey control.
 NM1743
 NM1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1743.See file dsdata.pdf to determine how the superseded data were derived.
 NM1743
 NM1743_MARKER: DS = TRIANGULATION STATION DISK
 NM1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1743_STAMPING: BRANDT 1966
 NM1743_MARK LOGO: CGS
 NM1743_PROJECTION: RECESSED 8 CENTIMETERS
 NM1743_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1743+STABILITY: SURFACE MOTION
 NM1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1743+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2020
 NM1743
 NM1743  HISTORY     - Date     Condition        Report By
 NM1743  HISTORY     - 1966     MONUMENTED       CGS
 NM1743  HISTORY     - 19950622 GOOD             NGS
 NM1743  HISTORY     - 19960611 GOOD             NGS
 NM1743  HISTORY     - 20000510 GOOD             NGS
 NM1743  HISTORY     - 20200928 GOOD             NEGS
 NM1743  HISTORY     - 20201026 GOOD             NEGS
 NM1743
 NM1743                          STATION DESCRIPTION
 NM1743
 NM1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1743'STATION IS LOCATED ABOUT 9 MILES WEST OF ELK POINT, ABOUT 9 MILES
 NM1743'SOUTHEAST OF VERMILLION, ABOUT 5 MILES SOUTHWEST OF BURBANK, ABOUT
 NM1743'2-1/2 MILES NORTH OF NEWCASTLE AND ABOUT 2 MILES NORTH OF THE SOUTH
 NM1743'BANK OF THE MISSOURI RIVER.  IT IS LOCATED ON THE HIGH HILL ON
 NM1743'PROPERTY OWNED BY MR. RANDOLPH BRANDT AND IN THE SOUTHEAST
 NM1743'QUARTER OF SECTION 5, TOWNSHIP 31 NORTH, RANGE 5 EAST.  THE STATION
 NM1743'MARK IS 64 FEET NORTHEAST OF AN ELM TREE, 62-1/2 FEET SOUTHEAST OF
 NM1743'A MULBERRY TREE AND 61 FEET SOUTH OF FENCELINE.  THE STATION IS
 NM1743'MARKED BY A STANDARD TRIANGULATION STATION DISK SET IN THE TOP
 NM1743'OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS 3 INCHES BELOW
 NM1743'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BRANDT 1966.
 NM1743'
 NM1743'TO REACH THE STATION FROM THE SCHOOLHOUSE IN NEWCASTLE, GO EAST ON
 NM1743'STATE HIGHWAY 12 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NM1743'NORTH AND EAST ON A GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT.
 NM1743'TURN LEFT ON MAIN TRAVELED DIRT AND GRAVELED ROAD AND GO NORTHEAST
 NM1743'FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 NM1743'DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, ON THE TOP
 NM1743'OF HILL AND IN THE FENCELINE.  CONTINUE NORTHWESTERLY ON DIRT ROAD
 NM1743'FOR 0.1 MILE TO WHERE POWERLINE CROSSES THE ROAD.  TURN RIGHT AND GO
 NM1743'NORTH TO A LONE LARGE TREE AND GATE IN FENCELINE.  PASS THROUGH
 NM1743'GATE AND GO NORTHERLY FOLLOWING FENCELINE FOR 0.2 MILE TO THE TOP OF
 NM1743'HILL.  TURN RIGHT AND GO NORTH EAST FOLLOWING RIDGE LINE FOR 0.2
 NM1743'MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 NM1743'
 NM1743'AZIMUTH MARK IS 2.2 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN
 NM1743'ATTACHED AND 1-1/2 FEET NORTH OF FENCELINE.  IT IS MARKED BY A
 NM1743'STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 NM1743'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 NM1743'STAMPED BRANDT 1966.
 NM1743'
 NM1743'REFERENCE MARK NO. 1 IS 48 FEET EAST OF MULBERRY TREE, 36 FEET WEST
 NM1743'OF A MULBERRY TREE AND 2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 NM1743'STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 NM1743'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1743'THE DISK IS STAMPED BRANDT NO 1 1966.
 NM1743'
 NM1743'REFERENCE MARK NO. 2 IS 100 FEET NORTH OF AN ELM TREE AND 1-1/2 FEET
 NM1743'SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP
 NM1743'OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 NM1743'SURFACE OF THE GROUND.  THE DISK IS STAMPED BRANDT NO 2 1966.
 NM1743'
 NM1743'A MEASUREMENT COULD NOT BE MADE BETWEEN REFERENCE MARKS DUE TO A
 NM1743'TREE IN THE FENCELINE.
 NM1743'
 NM1743'THIS IS A PACK STATION IN WET WEATHER, PACK FROM POWERLINE.
 NM1743'
 NM1743'HEIGHT OF LIGHT ABOVE STATION MARK 18.54 METERS.
 NM1743
 NM1743                          STATION RECOVERY (1995)
 NM1743
 NM1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1743'THE MARK IS LOCATED ABOUT 5.75 MI (9.25 KM) EAST OF MASKELL, 3.0 MI
 NM1743'(4.8 KM) NORTH OF NEWCASTLE, 2 MI (3.2 KM) SOUTH OF THE MISSOURI
 NM1743'RIVER, NEAR THE CENTER OF SEC5, T31N, R5E, ATOP A HIGH HILL IN A
 NM1743'PASTURE ON PROPERTY OWNED BY EUGENE BRANDT, RURAL ROUTE 1, BOX 104,
 NM1743'NEWCASTLE, NEBRASKA 68757,  TELEPHONE 402-355-2220.  TO REACH THE MARK
 NM1743'FROM THE SAINT PETERS CATHOLIC CHURCH IN NEWCASTLE, GO EAST ON STATE
 NM1743'HIGHWAY 12 FOR 1 BLOCK TO MARTHA STREET.  TURN LEFT AND GO NORTH ON
 NM1743'MARTHA STREET FOR 0.1 MI (0.2 KM) TO A CURVE TO THE RIGHT. CONTINUE
 NM1743'EAST ON A GRAVELED STREET FOR 0.25 MI (0.40 KM), PASSING THE NEWCASTLE
 NM1743'CEMETERY, TO A CURVE LEFT, AND NORTH.  CONTINUE NORTH ON A GRAVELED
 NM1743'COUNTY ROAD FOR 2.1 MI (3.4 KM) TO A PRIVATE DRIVEWAY ON THE LEFT.
 NM1743'TURN LEFT AND GO WESTERLY ON THE DRIVEWAY FOR 0.50 MI (0.80 KM), TO A
 NM1743'POINT JUST BEFORE REACHING AN OLD FARMSTEAD.  AT THIS POINT BEAR RIGHT
 NM1743'AND GO NORTHWEST FOR 0.05 MI (0.08 KM) TO AN OLD EAST-WEST FENCE.
 NM1743'CROSS THE FENCE BETWEEN A TWIN-TRUNKED BOX ELDER TREE AND A T-FENCE
 NM1743'CORNER.  BEAR RIGHT AND CONTINUE NORTHERLY, ACROSS A PASTURE AND ALONG
 NM1743'THE EAST SIDE OF A FENCE FOR 0.2 MI (0.3 KM) TO THE CREST OF A LOW
 NM1743'HILL.  BEAR RIGHT AND CONTINUE NORTHEAST, ALONG THE EAST SIDE OF THE
 NM1743'FENCE, FOR 0.1 MI (0.2 KM) TO A T-FENCE CORNER AND THE MARK, ON THE
 NM1743'HIGHEST POINT OF A HIGH HILL. THE DISK IS SET INTO THE TOP OF A ROUND
 NM1743'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.3 FT (9.1 CM) BELOW THE
 NM1743'GROUND SURFACE.  IT IS 75.4 FT (23.0 M) SOUTHEAST OF A T-FENCE CORNER
 NM1743'AND A FIBERGLASS WITNESS POST, 62.0 FT (18.9 M) SOUTH OF THE EAST-WEST
 NM1743'FENCE, 69.2 FT (21.1 M) EAST OF THE NORTH-SOUTH FENCE AND 2.7 FT (0.8
 NM1743'M) NORTH OF A PLASTIC WITNESS POST.  REBAR WAS DRIVEN ALONG THE SOUTH
 NM1743'SIDE OF THE MARK.
 NM1743
 NM1743                          STATION RECOVERY (1996)
 NM1743
 NM1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1743'RECOVERED AS DESCRIBED.
 NM1743
 NM1743                          STATION RECOVERY (2000)
 NM1743
 NM1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 NM1743'RECOVERED AS DESCRIBED WITH NEW TO REACH AS FOLLOWS--TO REACH THE
 NM1743'STATION FROM THE SAINT PETERS CATHOLIC CHURCH IN NEWCASTLE, GO EAST ON
 NM1743'STATE HIGHWAY 12 FOR 0.10 MI (0.16 KM) TO A SIDE ROAD ON THE LEFT
 NM1743'MARTHA STREET, TURN LEFT AND GO NORTH ON MARTHA STREET FOR 0.1 MI (0.2
 NM1743'KM) TO A CURVE TO THE RIGHT, CONTINUE EAST ON GRAVELED ROAD FOR 0.25
 NM1743'MI, (0.40 KM) PASSING THE NEWCASTLE CEMETARY, TO A CURVE LEFT AND
 NM1743'NORTH, CONTINUE NORTH ON ROAD FOR 2.1 MI (3.4 KM) TO A DRIVEWAY ON THE
 NM1743'LEFT, TURN LEFT AND GO WESTERLY ON THE DRIVE FOR 0.5 MI (0.8 KM) TO A
 NM1743'GRAVELED ROAD ON THE RIGHT AND AN OLD FARMSTEAD AHEAD, TURN RIGHT ON
 NM1743'GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A SHARP TURN TO THE LEFT (ROAD
 NM1743'LEADS TO MR. BRANDT HOUSE) AND A TRACK ROAD AHEAD, CONTINUE NORTH ON
 NM1743'THE TRACK ROAD THROUGH A FIELD FOR 0.01 MI (0.02 KM) TO AN ELECTRIC
 NM1743'FENCE GATE, PASS THROUGH THE GATE (CLOSE IT BEHIND YOU CATTLE IN AREA)
 NM1743'AND CONTINUE NORTHERLY FOR 0.1 MI (0.2 KM) TO A GATE ON THE LEFT IN
 NM1743'THE SADDLE OF THE HILL, BEAR RIGHT NORTHEAST FOR 0.1 MI (0.2 KM) TO
 NM1743'THE HIGH POINT OF THE HILL AND THE STATION.  NOTE--GO BY MR. BRANDT
 NM1743'HOUSE OR CALL HIM IN ADVANCE AND HE WILL TURN THE ELECTRIC FENCE OFF.
 NM1743
 NM1743                          STATION RECOVERY (2020)
 NM1743
 NM1743'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1743'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND MARTHA ST. IN
 NM1743'NEWCASTLE, NE., GO NORTH ON MARTHA ST., 584 AVENUE AND GO
 NM1743'APPROXIMATELY 2.41 MI (3.88 KM) ON MARTH ST., 584 AVENUE TO A FARM
 NM1743'DRIVE ON THE LEFT WEST.  GO WEST APPROXIMATELY 0.5 MI (0.8 KM) TO A
 NM1743'SHARP TURN TO THE NORTH.  CONTINUE NORTH AND GO APPROXIMATELY 0.25 MI
 NM1743'(0.40 KM) TO THE MARK AT THE TOP OF THE HILL.  REFER TO THE STATION
 NM1743'RECOVERY FROM 2000 FOR A MORE DETAILED TO REACH.  DEPTH NOT RECORDED.
 NM1743'THE LAND OWNER WOULD LIKE TO BE NOTIFIED BEFORE ACCESSING THE MARK.
 NM1743'402 355 2220.
 NM1743
 NM1743                          STATION RECOVERY (2020)
 NM1743
 NM1743'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 NM1743'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND MARTHA ST. IN
 NM1743'NEWCASTLE, NE., GO NORTH ON MARTHA ST. APPROXIMATELY 2.41 MI (3.88 KM)
 NM1743'TO A FARM DRIVE ON THE LEFT (WEST).  NOTE, MARTHA STREET TURNS INTO
 NM1743'584 AVENUE.  GOING NORTH.  GO WEST ON FARM DRIVE APPROXIMATELY 0.5 MI
 NM1743'(0.8 KM) TO A SHARP TURN TO THE NORTH.  CONTINUE NORTH AND GO
 NM1743'APPROXIMATELY 0.25 MI (0.40 KM) TO THE TOP OF THE HILL.  REFER TO THE
 NM1743'STATION RECOVERY FROM 2000 FOR A MORE DETAILED TO REACH.  THE LAND
 NM1743'OWNER WOULD LIKE TO BE NOTIFIED BEFORE ACCESSING THE MARK.  402 355
 NM1743'2220.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0465 ***********************************************************************
 NO0465  DESIGNATION -  BRARA
 NO0465  PID         -  NO0465
 NO0465  STATE/COUNTY-  NE/CHERRY
 NO0465  COUNTRY     -  US
 NO0465  USGS QUAD   -  CODY WEST (2017)
 NO0465
 NO0465                         *CURRENT SURVEY CONTROL
 NO0465  ______________________________________________________________________
 NO0465* NAD 83(1995) POSITION- 42 53 52.87593(N) 101 18 10.10449(W)   ADJUSTED
 NO0465* NAVD 88 ORTHO HEIGHT -  1006.    (meters)     3301.    (feet) SCALED
 NO0465  ______________________________________________________________________
 NO0465  GEOID HEIGHT    -        -20.139 (meters)                     GEOID18
 NO0465  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 NO0465  HORZ ORDER      -  SECOND
 NO0465
 NO0465.The horizontal coordinates were established by classical geodetic methods
 NO0465.and adjusted by the National Geodetic Survey in August 1997.
 NO0465
 NO0465.The orthometric height was scaled from a topographic map.
 NO0465
 NO0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0465.GEOID18 height accuracy estimate available here.
 NO0465
 NO0465.Click photographs - Photos may exist for this station.
 NO0465
 NO0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0465
 NO0465. The following values were computed from the NAD 83(1995) position.
 NO0465
 NO0465;                    North         East     Units Scale Factor Converg.
 NO0465;SPC NE       -   341,094.140   393,601.191   MT  0.99995481   -0 51 48.1
 NO0465;SPC NE       - 1,119,073.02  1,291,339.91   sFT  0.99995481   -0 51 48.1
 NO0465;SPC SD S     -    63,194.531   520,820.547   MT  0.99998531   -0 40 07.7
 NO0465;SPC SD S     -   207,330.72  1,708,725.41   sFT  0.99998531   -0 40 07.7
 NO0465;UTM  14      - 4,752,062.871   311,988.103   MT  1.00003489   -1 34 04.7
 NO0465
 NO0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0465!SPC NE       -   0.99984536  x   0.99995481  =   0.99980018
 NO0465!SPC SD S     -   0.99984536  x   0.99998531  =   0.99983067
 NO0465!UTM  14      -   0.99984536  x   1.00003489  =   0.99988024
 NO0465
 NO0465:                Primary Azimuth Mark                     Grid Az
 NO0465:SPC NE       -  BRARA AZ MK                              318 45 03.8
 NO0465:SPC SD S     -  BRARA AZ MK                              318 33 23.4
 NO0465:UTM  14      -  BRARA AZ MK                              319 27 20.4
 NO0465
 NO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1198852062(NAD 83)
 NO0465
 NO0465|---------------------------------------------------------------------|
 NO0465| PID    Reference Object                     Distance      Geod. Az  |
 NO0465|                                                           dddmmss.s |
 NO0465| NO0454 CODY MUNICIPAL TANK                 APPROX. 6.3 KM 0465310.6 |
 NO0465| CP8848 BRARA RM 1                           14.495 METERS 21658     |
 NO0465| CP8847 BRARA AZ MK                                        3175315.7 |
 NO0465| CP8849 BRARA RM 2                           16.855 METERS 34555     |
 NO0465|---------------------------------------------------------------------|
 NO0465
 NO0465                          SUPERSEDED SURVEY CONTROL
 NO0465
 NO0465  NAD 83(1986)-  42 53 52.87193(N)    101 18 10.11329(W) AD(       ) 2
 NO0465  NAD 27      -  42 53 52.85500(N)    101 18 08.57800(W) AD(       ) 2
 NO0465
 NO0465.Superseded values are not recommended for survey control.
 NO0465
 NO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0465.See file dsdata.pdf to determine how the superseded data were derived.
 NO0465
 NO0465_MARKER: DS = TRIANGULATION STATION DISK
 NO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0465_STAMPING: BRARA 1949
 NO0465_MARK LOGO: CGS
 NO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0465+STABILITY: SURFACE MOTION
 NO0465
 NO0465  HISTORY     - Date     Condition        Report By
 NO0465  HISTORY     - 1949     MONUMENTED       CGS
 NO0465
 NO0465                          STATION DESCRIPTION
 NO0465
 NO0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0465'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 3.0 MILES
 NO0465'WEST OF CODY AND ABOUT 3-1/4 MILES NORTH OF THE NIOBRARA
 NO0465'RIVER ON THE HIGHEST POINT OF A RANGE OF SAND HILLS ABOUT
 NO0465'MIDWAY BETWEEN U.S. HIGHWAY NO 2 AND THE NIOBRARA RIVER.  IT
 NO0465'IS 2-1/2 FEET WEST OF WITNESS POST, STAMPED BRARA 1949 AND
 NO0465'PROJECTS 4 INCHES.
 NO0465'
 NO0465'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET ON THE
 NO0465'WEST SLOPE OF THE HILL AND ABOUT 2 FEET LOWER IN ELEVATION
 NO0465'THAN STATION MARK.  IT IS STAMPED BRARA NO 1 1949 AND PROJECTS
 NO0465'5 INCHES.
 NO0465'
 NO0465'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 NO0465'ON THE RIDGE AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0465'MARK.  IT IS STAMPED BRARA NO 2 1949 AND PROJECTS 3 INCHES.
 NO0465'
 NO0465'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0465'NO 2 IS 92.91 FEET.
 NO0465'
 NO0465'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 NO0465'1 FOOT SOUTH OF EAST-WEST FENCE LINE AND 1-1/2 FEET WEST OF
 NO0465'WITNESS POST.  IT IS STAMPED BRARA 1949 AND PROJECTS 2 INCHES.
 NO0465'TO REACH FROM THE STATION, FOLLOW RIDGE AROUND IN A NORTHWESTERLY
 NO0465'DIRECTION FOR 0.35 MILE TO EAST-WEST FENCE LINE AND MARK AS
 NO0465'DESCRIBED.
 NO0465'
 NO0465'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SOUTH
 NO0465'EDGE OF CODY, GO WEST ON U.S. HIGHWAY NO 20 FOR 0.8 MILE TO
 NO0465'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO
 NO0465'FORKS, BEAR RIGHT AND FOLLOW ROAD SOUTHWEST FOR 2.8 MILES
 NO0465'TO FORKS, BEAR LEFT PASSING OLD BUILDING SITE ON THE LEFT
 NO0465'FOR 0.2 MILE TO WIRE GATE IN FENCE LINE ON THE RIGHT, PASS
 NO0465'THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR 1.05 MILES TO A
 NO0465'REVERSE FORK ABOUT 0.15 MILE BEFORE REACHING A WINDMILL,
 NO0465'TURN SHARP RIGHT AND FOLLOW TRACK ROAD WHICH WINDS AROUND
 NO0465'NORTHERLY FOR 0.4 MILE, HERE TURN RIGHT OFF OF TRACK ROAD
 NO0465'AND PICK ROAD NORTH-NORTHEAST FOR 0.2 MILE TO HIGHEST POINT
 NO0465'AND STATION AS DESCRIBED.
 NO0465'
 NO0465'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0291 ***********************************************************************
 LH0291  DESIGNATION -  BRASS BOLT
 LH0291  PID         -  LH0291
 LH0291  STATE/COUNTY-  NE/WEBSTER
 LH0291  COUNTRY     -  US
 LH0291  USGS QUAD   -  GUIDE ROCK (2017)
 LH0291
 LH0291                         *CURRENT SURVEY CONTROL
 LH0291  ______________________________________________________________________
 LH0291* NAD 83(1986) POSITION- 40 03 46.     (N) 098 19 50.     (W)   SCALED
 LH0291* NAVD 88 ORTHO HEIGHT -   499.323 (meters)     1638.20  (feet) ADJUSTED
 LH0291  ______________________________________________________________________
 LH0291  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 LH0291  DYNAMIC HEIGHT  -        499.028 (meters)     1637.23  (feet) COMP
 LH0291  MODELED GRAVITY -    980,017.8   (mgal)                       NAVD 88
 LH0291
 LH0291  VERT ORDER      -  FIRST     CLASS II
 LH0291
 LH0291.The horizontal coordinates were scaled from a map and have
 LH0291.an estimated accuracy of +/- 6 seconds.
 LH0291
 LH0291.The orthometric height was determined by differential leveling and
 LH0291.adjusted by the NATIONAL GEODETIC SURVEY
 LH0291.in June 1991.
 LH0291
 LH0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0291.GEOID18 height accuracy estimate available here.
 LH0291
 LH0291.Click photographs - Photos may exist for this station.
 LH0291
 LH0291.The dynamic height is computed by dividing the NAVD 88
 LH0291.geopotential number by the normal gravity value computed on the
 LH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0291.degrees latitude (g = 980.6199 gals.).
 LH0291
 LH0291.The modeled gravity was interpolated from observed gravity values.
 LH0291
 LH0291;                    North         East    Units  Estimated Accuracy
 LH0291;SPC NE       -    26,850.      642,420.      MT  (+/- 180 meters Scaled)
 LH0291
 LH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570349(NAD 83)
 LH0291
 LH0291                          SUPERSEDED SURVEY CONTROL
 LH0291
 LH0291  NGVD 29 (??/??/92)  499.121  (m)         1637.53   (f) ADJ UNCH    1 2
 LH0291
 LH0291.Superseded values are not recommended for survey control.
 LH0291
 LH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0291.See file dsdata.pdf to determine how the superseded data were derived.
 LH0291
 LH0291_MARKER: B = BOLT
 LH0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0291_SP_SET: BRIDGE
 LH0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0291
 LH0291  HISTORY     - Date     Condition        Report By
 LH0291  HISTORY     - UNK      MONUMENTED       NEDR
 LH0291  HISTORY     - 1947     GOOD             CGS
 LH0291  HISTORY     - 20091029 MARK NOT FOUND   NEDR
 LH0291
 LH0291                          STATION DESCRIPTION
 LH0291
 LH0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0291'0.5 MI S FROM GUIDE ROCK.
 LH0291'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0291'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, AT THE
 LH0291'SOUTH END OF THE STEEL BRIDGE OVER THE REPUBLICAN RIVER, 10.0
 LH0291'FEET EAST OF THE CENTER OF THE HIGHWAY, A 5/16-INCH BRASS BOLT
 LH0291'SET IN THE CENTER AND TOP OF AND 0.75 FOOT WEST OF THE EAST END
 LH0291'OF THE MOST SOUTHERLY CONCRETE PIER FOR THE BRIDGE, 0.5 FOOT EAST
 LH0291'OF THE EAST EDGE OF THE STEEL MOUNTING PLATE FOR THE BRIDGE,
 LH0291'1.0 FOOT BELOW THE BRIDGE FLOOR.
 LH0291
 LH0291                          STATION RECOVERY (2009)
 LH0291
 LH0291'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0291'BRIDGE REPLACED, 1974
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0479 ***********************************************************************
 LJ0479  DESIGNATION -  BRAUGH
 LJ0479  PID         -  LJ0479
 LJ0479  STATE/COUNTY-  NE/LINCOLN
 LJ0479  COUNTRY     -  US
 LJ0479  USGS QUAD   -  SUTTLERS CANYON EAST (2017)
 LJ0479
 LJ0479                         *CURRENT SURVEY CONTROL
 LJ0479  ______________________________________________________________________
 LJ0479* NAD 83(1995) POSITION- 40 44 24.84836(N) 100 58 54.65647(W)   ADJUSTED
 LJ0479* NAVD 88 ORTHO HEIGHT -   951.41  (+/-2cm)     3121.4   (feet) VERTCON
 LJ0479  ______________________________________________________________________
 LJ0479  GEOID HEIGHT    -        -22.748 (meters)                     GEOID18
 LJ0479  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LJ0479  HORZ ORDER      -  THIRD
 LJ0479  VERT ORDER      -  THIRD ? (See Below)
 LJ0479
 LJ0479.The horizontal coordinates were established by classical geodetic methods
 LJ0479.and adjusted by the National Geodetic Survey in August 1997.
 LJ0479
 LJ0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0479
 LJ0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0479.GEOID18 height accuracy estimate available here.
 LJ0479
 LJ0479.The vertical order pertains to the NGVD 29 superseded value.
 LJ0479
 LJ0479.Click photographs - Photos may exist for this station.
 LJ0479
 LJ0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0479
 LJ0479. The following values were computed from the NAD 83(1995) position.
 LJ0479
 LJ0479;                    North         East     Units Scale Factor Converg.
 LJ0479;SPC NE       -   101,162.557   417,091.232   MT  0.99974717   -0 39 02.4
 LJ0479;SPC NE       -   331,897.49  1,368,406.82   sFT  0.99974717   -0 39 02.4
 LJ0479;UTM  14      - 4,511,810.546   332,665.794   MT  0.99994466   -1 17 37.4
 LJ0479
 LJ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0479!SPC NE       -   0.99985435  x   0.99974717  =   0.99960155
 LJ0479!UTM  14      -   0.99985435  x   0.99994466  =   0.99979901
 LJ0479
 LJ0479:                Primary Azimuth Mark                     Grid Az
 LJ0479:SPC NE       -  SOMERSET                                 062 33 49.4
 LJ0479:UTM  14      -  SOMERSET                                 063 12 24.4
 LJ0479
 LJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3266511810(NAD 83)
 LJ0479
 LJ0479|---------------------------------------------------------------------|
 LJ0479| PID    Reference Object                     Distance      Geod. Az  |
 LJ0479|                                                           dddmmss.s |
 LJ0479| LJ0483 SOMERSET                            APPROX.13.1 KM 0615447.0 |
 LJ0479| LJ0556 BRAUGH RM 2                          18.910 METERS 08800     |
 LJ0479| LJ0480 BRAUGH AZ MK                        APPROX. 0.6 KM 3044425.7 |
 LJ0479| LJ0481 BRAUGH 2                              5.206 METERS 35257     |
 LJ0479| LJ0555 BRAUGH RM 1                          11.424 METERS 35755     |
 LJ0479|---------------------------------------------------------------------|
 LJ0479
 LJ0479                          SUPERSEDED SURVEY CONTROL
 LJ0479
 LJ0479  NAD 83(1986)-  40 44 24.85152(N)    100 58 54.66407(W) AD(       ) 3
 LJ0479  NAD 27      -  40 44 24.81488(N)    100 58 53.12368(W) AD(       ) 3
 LJ0479  NGVD 29             951.02   (m)         3120.1    (f) LEVELING    3  
 LJ0479
 LJ0479.Superseded values are not recommended for survey control.
 LJ0479
 LJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0479.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0479
 LJ0479_MARKER: DS = TRIANGULATION STATION DISK
 LJ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0479_STAMPING: BRAUGH 1951
 LJ0479_MARK LOGO: CGS
 LJ0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0479+STABILITY: SURFACE MOTION
 LJ0479
 LJ0479  HISTORY     - Date     Condition        Report By
 LJ0479  HISTORY     - 1951     MONUMENTED       CGS
 LJ0479  HISTORY     - 1951     GOOD             CGS
 LJ0479  HISTORY     - 1973     POOR             USGS
 LJ0479  HISTORY     - 19810617 SEE DESCRIPTION  NGS
 LJ0479
 LJ0479                          STATION DESCRIPTION
 LJ0479
 LJ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0479'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF DICKENS ON
 LJ0479'THE ROAD RIGHT-OF-WAY, 32 FEET WEST OF THE CENTER OF ROAD, 4
 LJ0479'FEET NORTH OF A WITNESS POST AND 2 FEET EAST OF A NORTH-SOUTH
 LJ0479'FENCE LINE.  IT IS STAMPED BRAUGH 1951 AND PROJECTS 3 INCHES.
 LJ0479'
 LJ0479'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 LJ0479'WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LJ0479'FENCE LINE.  IT IS STAMPED BRAUGH NO 1 1951 AND PROJECTS 4
 LJ0479'INCHES.
 LJ0479'
 LJ0479'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LJ0479'30 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LJ0479'FENCE LINE.  IT IS STAMPED BRAUGH NO 2 1951 AND PROJECTS 3
 LJ0479'INCHES.
 LJ0479'
 LJ0479'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.46 FEET.
 LJ0479'
 LJ0479'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LJ0479'27 FEET NORTH OF THE CENTER OF ROAD, 5 FEET SOUTH OF A POWER
 LJ0479'LINE POLE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN
 LJ0479'EAST-WEST FENCE LINE.  IT IS STAMPED BRAUGH 1951 AND PROJECTS
 LJ0479'4 INCHES.
 LJ0479'
 LJ0479'TO REACH THE STATION FROM THE CHICAGO, BURLINGTON AND QUINCY
 LJ0479'RAILROAD STATION IN DICKENS, GO EAST ON GRADED ROAD FOR 0.5
 LJ0479'MILE TO A POINT WHERE MAIN ROAD CURVES SOUTH, TURN RIGHT
 LJ0479'AND GO SOUTH ON MAIN ROAD FOR 5.5 MILES TO A T ROAD RIGHT.
 LJ0479'(TURN RIGHT AND GO WEST FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT
 LJ0479'AS DESCRIBED.) CONTINUE SOUTH FOR 0.2 MILE TO STATION ON
 LJ0479'RIGHT AS DESCRIBED.
 LJ0479'
 LJ0479'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0479
 LJ0479                          STATION RECOVERY (1951)
 LJ0479
 LJ0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0479'RECOVERED IN GOOD CONDITION.
 LJ0479
 LJ0479                          STATION RECOVERY (1973)
 LJ0479
 LJ0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0479'STATION MK. (SURFACE) WAS FOUND DISTURBED.  UNDERGROUND MK.
 LJ0479'WAS FOUND IN GOOD CONDITION.  R.M. 1 IS OK.  R.M. 2 WAS NOT
 LJ0479'FOUND.  AZ. MK. WAS FOUND DESTROYED.  THE SURFACE MARK WAS
 LJ0479'LAID DUE EAST OF THE UNDERGROUND MARK (UNDERGROUND MARK IS 1
 LJ0479'FT. W. OF BASE OF SURFACE MARK WHICH HAS BEEN LAID OVER).
 LJ0479'
 LJ0479'DISTANCE TO R.M. 1 MISSED +0.02 FT.
 LJ0479'
 LJ0479'DIRECTION TO R.M. 1 MISSED -279.57 SECONDS IN AZIMUTH.
 LJ0479'
 LJ0479'THE OLD DESCRIPTION IS ADEQUATE.
 LJ0479
 LJ0479                          STATION RECOVERY (1981)
 LJ0479
 LJ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0479'THE SURFACE STATION MARK WAS FOUND DESTROYED AND THE UNDERGROUND MARK
 LJ0479'ON THE EDGE OF A VERTICAL ROAD CUT.  STATION BRAUGH 2 WAS ESTABLISHED
 LJ0479'NEARBY.  FOR FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.  THIS MARK
 LJ0479'HAD BEEN A USGS BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0481 ***********************************************************************
 LJ0481  DESIGNATION -  BRAUGH 2
 LJ0481  PID         -  LJ0481
 LJ0481  STATE/COUNTY-  NE/LINCOLN
 LJ0481  COUNTRY     -  US
 LJ0481  USGS QUAD   -  SUTTLERS CANYON EAST (2017)
 LJ0481
 LJ0481                         *CURRENT SURVEY CONTROL
 LJ0481  ______________________________________________________________________
 LJ0481* NAD 83(1995) POSITION- 40 44 25.01585(N) 100 58 54.68372(W)   NO CHECK
 LJ0481* NAVD 88 ORTHO HEIGHT -   951.    (meters)     3120.    (feet) SCALED
 LJ0481  ______________________________________________________________________
 LJ0481  GEOID HEIGHT    -        -22.747 (meters)                     GEOID18
 LJ0481  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LJ0481  HORZ ORDER      -  THIRD
 LJ0481
 LJ0481.The horizontal coordinates were established by classical geodetic methods
 LJ0481.and adjusted by the National Geodetic Survey in August 1997.
 LJ0481
 LJ0481.No horizontal observational check was made to the station.
 LJ0481
 LJ0481.The orthometric height was scaled from a topographic map.
 LJ0481
 LJ0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0481.GEOID18 height accuracy estimate available here.
 LJ0481
 LJ0481.Click photographs - Photos may exist for this station.
 LJ0481
 LJ0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0481
 LJ0481. The following values were computed from the NAD 83(1995) position.
 LJ0481
 LJ0481;                    North         East     Units Scale Factor Converg.
 LJ0481;SPC NE       -   101,167.729   417,090.651   MT  0.99974716   -0 39 02.4
 LJ0481;SPC NE       -   331,914.46  1,368,404.91   sFT  0.99974716   -0 39 02.4
 LJ0481;UTM  14      - 4,511,815.725   332,665.271   MT  0.99994466   -1 17 37.4
 LJ0481
 LJ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0481!SPC NE       -   0.99985435  x   0.99974716  =   0.99960155
 LJ0481!UTM  14      -   0.99985435  x   0.99994466  =   0.99979902
 LJ0481
 LJ0481:                Primary Azimuth Mark                     Grid Az
 LJ0481:SPC NE       -  BRAUGH AZ MK                             305 02 27.1
 LJ0481:UTM  14      -  BRAUGH AZ MK                             305 41 02.1
 LJ0481
 LJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3266511815(NAD 83)
 LJ0481
 LJ0481|---------------------------------------------------------------------|
 LJ0481| PID    Reference Object                     Distance      Geod. Az  |
 LJ0481|                                                           dddmmss.s |
 LJ0481| LJ0555 BRAUGH RM 1                           6.255 METERS 00158     |
 LJ0481| LJ0479 BRAUGH                                5.206 METERS 17257     |
 LJ0481| LJ0554 BRAUGH 2 RM 3                         6.598 METERS 18002     |
 LJ0481| LJ0480 BRAUGH AZ MK                        APPROX. 0.6 KM 3042324.7 |
 LJ0481|---------------------------------------------------------------------|
 LJ0481
 LJ0481                          SUPERSEDED SURVEY CONTROL
 LJ0481
 LJ0481  NAD 83(1986)-  40 44 25.01899(N)    100 58 54.69132(W) AD(       ) 3
 LJ0481  NAD 27      -  40 44 24.98237(N)    100 58 53.15093(W) AD(       ) 3
 LJ0481
 LJ0481.Superseded values are not recommended for survey control.
 LJ0481
 LJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0481.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0481
 LJ0481_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0481_STAMPING: BRAUGH 2 1981
 LJ0481_MARK LOGO: NGS
 LJ0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0481+STABILITY: SURFACE MOTION
 LJ0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0481+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LJ0481
 LJ0481  HISTORY     - Date     Condition        Report By
 LJ0481  HISTORY     - 1981     MONUMENTED       NGS
 LJ0481
 LJ0481                          STATION DESCRIPTION
 LJ0481
 LJ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LJ0481'THE STATION IS ABOUT 17.7 KM (11.0 MI) SOUTHEAST FROM WALLACE, 9.7 KM
 LJ0481'(6.0 MI) SOUTH FROM DICKENS AND IN PASTURE LAND, ON PROPERTY OWNED BY
 LJ0481'THE AYLWARD/MOLES RANCH.  PERMISSION GIVEN BY DUANE AYLWARD, DICKENS,
 LJ0481'NEBRASKA.
 LJ0481'TO REACH FROM THE RAILROAD CROSSING IN DICKENS, GO EAST ON A GRADED
 LJ0481'ROAD, ALONG THE SOUTH SIDE OF THE TRACKS FOR 0.8 KM (0.5 MI) TO WHERE
 LJ0481'THE ROAD TURNS RIGHT AND SOUTH.  TURN RIGHT AND GO SOUTH ON A GRADED
 LJ0481'ROAD FOR 8.85 KM (5.50 MI) TO A SIDE ROAD ON THE RIGHT AND THE
 LJ0481'AZIMUTH MARK, 0.48 KM (0.30 MI) WEST ALONG THIS ROAD.  CONTINUE SOUTH
 LJ0481'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT, AT A CUT THROUGH A
 LJ0481'HILL AND ABOUT 3.5 M (11.5 FT) HIGHER THAN THE ROAD.  IT IS POSSIBLE
 LJ0481'TO DRIVE A VEHICLE TO THE MARK, BY ENTERING A GATE ON THE SOUTH SIDE
 LJ0481'OF THE ROAD ABOUT 90 M (295.3 FT) WEST OF THE AZIMUTH MARK AND THEN
 LJ0481'GOING EASTWARD ALONG THE SOUTH SIDE OF THE FENCE TO A WINDMILL.  AT
 LJ0481'THE WINDMILL BEAR RIGHT AND GO SOUTHEAST TO THE HIGHEST GROUND AND
 LJ0481'THE STATION.
 LJ0481'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LJ0481'IS FLUSH WITH THE GROUND AND THE UNDERGROUND MARK IS RECESSED 1.22 M
 LJ0481'(4.00 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 10.7 M (35.1 FT)
 LJ0481'WEST FROM THE CENTERLINE OF THE ROAD, 5.21 M (17.09 FT) NORTH FROM A
 LJ0481'WITNESS POST, 0.72 M (2.36 FT) SOUTH FROM A WITNESS POST AND IN A
 LJ0481'FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0480 ***********************************************************************
 LJ0480  DESIGNATION -  BRAUGH AZ MK
 LJ0480  PID         -  LJ0480
 LJ0480  STATE/COUNTY-  NE/LINCOLN
 LJ0480  COUNTRY     -  US
 LJ0480  USGS QUAD   -  SUTTLERS CANYON EAST (2017)
 LJ0480
 LJ0480                         *CURRENT SURVEY CONTROL
 LJ0480  ______________________________________________________________________
 LJ0480* NAD 83(1995) POSITION- 40 44 36.64029(N) 100 59 17.01456(W)   ADJUSTED
 LJ0480* NAVD 88 ORTHO HEIGHT -   948.    (meters)     3110.    (feet) SCALED
 LJ0480  ______________________________________________________________________
 LJ0480  GEOID HEIGHT    -        -22.737 (meters)                     GEOID18
 LJ0480  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 LJ0480  HORZ ORDER      -  SECOND
 LJ0480
 LJ0480.The horizontal coordinates were established by classical geodetic methods
 LJ0480.and adjusted by the National Geodetic Survey in August 1997.
 LJ0480
 LJ0480.The orthometric height was scaled from a topographic map.
 LJ0480
 LJ0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0480.GEOID18 height accuracy estimate available here.
 LJ0480
 LJ0480.Click photographs - Photos may exist for this station.
 LJ0480
 LJ0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0480
 LJ0480. The following values were computed from the NAD 83(1995) position.
 LJ0480
 LJ0480;                    North         East     Units Scale Factor Converg.
 LJ0480;SPC NE       -   101,532.160   416,570.980   MT  0.99974641   -0 39 17.2
 LJ0480;SPC NE       -   333,110.09  1,366,699.96   sFT  0.99974641   -0 39 17.2
 LJ0480;UTM  14      - 4,512,186.039   332,149.620   MT  0.99994679   -1 17 52.3
 LJ0480
 LJ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0480!SPC NE       -   0.99985482  x   0.99974641  =   0.99960127
 LJ0480!UTM  14      -   0.99985482  x   0.99994679  =   0.99980162
 LJ0480
 LJ0480:                Primary Azimuth Mark                     Grid Az
 LJ0480:SPC NE       -  BRAUGH 2                                 125 02 27.4
 LJ0480:UTM  14      -  BRAUGH 2                                 125 41 02.5
 LJ0480
 LJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3214912186(NAD 83)
 LJ0480
 LJ0480|---------------------------------------------------------------------|
 LJ0480| PID    Reference Object                     Distance      Geod. Az  |
 LJ0480|                                                           dddmmss.s |
 LJ0480| LJ0481 BRAUGH 2                            APPROX. 0.6 KM 1242310.2 |
 LJ0480|---------------------------------------------------------------------|
 LJ0480
 LJ0480                          SUPERSEDED SURVEY CONTROL
 LJ0480
 LJ0480  NAD 83(1986)-  40 44 36.64341(N)    100 59 17.02218(W) AD(       ) 2
 LJ0480  NAD 27      -  40 44 36.60679(N)    100 59 15.48123(W) AD(       ) 2
 LJ0480
 LJ0480.Superseded values are not recommended for survey control.
 LJ0480
 LJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0480.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0480
 LJ0480_MARKER: DZ = AZIMUTH MARK DISK
 LJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0480_STAMPING: BRAUGH 1951
 LJ0480_MARK LOGO: CGS
 LJ0480_PROJECTION: RECESSED 4 CENTIMETERS
 LJ0480_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0480+STABILITY: SURFACE MOTION
 LJ0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0480+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1981
 LJ0480
 LJ0480  HISTORY     - Date     Condition        Report By
 LJ0480  HISTORY     - 1951     MONUMENTED       CGS
 LJ0480  HISTORY     - 19810617 GOOD             NGS
 LJ0480
 LJ0480                          STATION DESCRIPTION
 LJ0480
 LJ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0480'THE STATION IS LOCATED ABOUT 9.25 KM (5.75 MI) SOUTH FROM DICKENS AND
 LJ0480'ON ROAD RIGHT-OF-WAY.
 LJ0480'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DICKENS, GO EAST
 LJ0480'ALONG THE SOUTH SIDE OF THE TRACKS, FOR 0.8 KM (0.5 MI) TO WHERE THE
 LJ0480'ROAD TURNS RIGHT AND SOUTH.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD
 LJ0480'FOR 8.85 KM (5.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 LJ0480'FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT.
 LJ0480'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LJ0480'0.04 M (0.13 FT) BELOW THE GROUND SURFACE.  IT IS 9.45 M (31.00 FT)
 LJ0480'NORTH FROM THE CENTERLINE OF THE ROAD, 1.61 M (5.28 FT) SOUTH FROM A
 LJ0480'POWER POLE AND 0.35 M (1.15 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1093 ***********************************************************************
 ML1093  DESIGNATION -  BRAYTON
 ML1093  PID         -  ML1093
 ML1093  STATE/COUNTY-  NE/GREELEY
 ML1093  COUNTRY     -  US
 ML1093  USGS QUAD   -  SCOTIA NE (2017)
 ML1093
 ML1093                         *CURRENT SURVEY CONTROL
 ML1093  ______________________________________________________________________
 ML1093* NAD 83(1995) POSITION- 41 27 58.00451(N) 098 33 35.47114(W)   ADJUSTED
 ML1093* NAVD 88 ORTHO HEIGHT -   670.3   (meters)     2199.    (feet) VERTCON
 ML1093  ______________________________________________________________________
 ML1093  GEOID HEIGHT    -        -24.358 (meters)                     GEOID18
 ML1093  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 ML1093  HORZ ORDER      -  FIRST
 ML1093
 ML1093.The horizontal coordinates were established by classical geodetic methods
 ML1093.and adjusted by the National Geodetic Survey in August 1997.
 ML1093
 ML1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1093
 ML1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1093.GEOID18 height accuracy estimate available here.
 ML1093
 ML1093.Click photographs - Photos may exist for this station.
 ML1093
 ML1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1093
 ML1093. The following values were computed from the NAD 83(1995) position.
 ML1093
 ML1093;                    North         East     Units Scale Factor Converg.
 ML1093;SPC NE       -   182,281.306   620,262.806   MT  0.99965883   +0 57 15.8
 ML1093;SPC NE       -   598,034.58  2,034,978.89   sFT  0.99965883   +0 57 15.8
 ML1093;UTM  14      - 4,590,595.541   536,755.069   MT  0.99961662   +0 17 29.3
 ML1093
 ML1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1093!SPC NE       -   0.99989870  x   0.99965883  =   0.99955757
 ML1093!UTM  14      -   0.99989870  x   0.99961662  =   0.99951536
 ML1093
 ML1093:                Primary Azimuth Mark                     Grid Az
 ML1093:SPC NE       -  BRAYTON AZ MK                            088 55 16.3
 ML1093:UTM  14      -  BRAYTON AZ MK                            089 35 02.8
 ML1093
 ML1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3675590595(NAD 83)
 ML1093
 ML1093|---------------------------------------------------------------------|
 ML1093| PID    Reference Object                     Distance      Geod. Az  |
 ML1093|                                                           dddmmss.s |
 ML1093| CN7960 BRAYTON RM 1                         19.578 METERS 02431     |
 ML1093| CN7959 BRAYTON AZ MK                                      0895232.1 |
 ML1093| CN7961 BRAYTON RM 2                         19.970 METERS 11515     |
 ML1093|---------------------------------------------------------------------|
 ML1093
 ML1093                          SUPERSEDED SURVEY CONTROL
 ML1093
 ML1093  NAD 83(1986)-  41 27 58.01059(N)    098 33 35.47678(W) AD(       ) 1
 ML1093  NAD 27      -  41 27 57.96200(N)    098 33 34.21300(W) AD(       ) 1
 ML1093  USSD        -  41 27 58.05300(N)    098 33 34.30900(W) AD(       ) 3
 ML1093  NGVD 29 (07/19/86)  670.0    (m)         2198.     (f) VERT ANG       
 ML1093
 ML1093.Superseded values are not recommended for survey control.
 ML1093
 ML1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1093.See file dsdata.pdf to determine how the superseded data were derived.
 ML1093
 ML1093_MARKER: V = STONE MONUMENT
 ML1093_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1093+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2008
 ML1093
 ML1093  HISTORY     - Date     Condition        Report By
 ML1093  HISTORY     - 1899     MONUMENTED       CGS
 ML1093  HISTORY     - 1927     SEE DESCRIPTION  CGS
 ML1093  HISTORY     - 1930     SEE DESCRIPTION  CGS
 ML1093  HISTORY     - 1935     SEE DESCRIPTION  NEGS
 ML1093  HISTORY     - 1951     GOOD             CGS
 ML1093  HISTORY     - 1962     GOOD             CGS
 ML1093  HISTORY     - 20081109 GOOD             INDIV
 ML1093
 ML1093                          STATION DESCRIPTION
 ML1093
 ML1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1093'STATION IS IN THE SE 1/4 SEC. 3, T 17 N, R 11 W, ABOUT 60 FEET
 ML1093'N AND 90 FEET W OF THE SE CORNER OF THE SECTION, ON A HILL
 ML1093'WHICH IS QUITE PROMINENT AS VIEWED FROM THE NE AND E.  IT IS
 ML1093'4 MILES W AND 1/4 MILE N OF BRAYTON, AND 5-1/2 MILES S AND 1 MILE
 ML1093'W OF GREELEY CENTER, AND IS ON LAND OWNED BY THE BURLINGTON
 ML1093'AND MISSOURI RIVER RAILROAD.  THE AZIMUTHS TO CERTAIN POINTS
 ML1093'ARE--TO A CHURCH SPIRE AT GREELEY CENTER, 192 DEG 59 MIN 40
 ML1093'SEC.  TO CHIMNEY OF MICHAEL GRAYS HOUSE, 243 DEG 25 MIN 46 SEC.
 ML1093'TO CUPOLA OF SCHOOLHOUSE AT BRAYTON, 272 DEG 02 MIN 44 SEC.
 ML1093'TO CLEARYS WINDMILL, 273 DEG 46 MIN 11 SEC.
 ML1093'
 ML1093'THE SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND 2.3 TO
 ML1093'2.6 FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 ML1093'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS
 ML1093'U.S.C.S. CUT IN ITS TOP.
 ML1093'
 ML1093'THE UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED FROM 2.7
 ML1093'TO 3.5 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH
 ML1093'A SMALL DRILL HOLE IN THE BOTTOM.
 ML1093
 ML1093                          STATION RECOVERY (1927)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1093'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION, EXCEPT
 ML1093'THAT THE CORNERS OF THE MONUMENT HAD BEEN BROKEN OFF BY WAGONS
 ML1093'PASSING OVER IT.  THE LAND IS NOW OWNED BY MICHAEL GRAY INSTEAD
 ML1093'OF THE BURLINGTON AND MISSOURI RAILROAD AS ORIGINALLY DESCRIBED.
 ML1093'
 ML1093'TO REACH FROM GREELEY GO E 1/2 MILE AND THEN S FOR ABOUT 5-3/4
 ML1093'MILES TO SECTION-LINE ROAD.  GO W 2 MILES ON THIS ROAD TO
 ML1093'TOP OF HIGH HILL AND STATION WILL BE IN PASTURE LAND ABOUT 50
 ML1093'FEET N.
 ML1093'
 ML1093'A 6-FOOT INSTRUMENT STAND AT THIS POINT.
 ML1093'
 ML1093'LUMBER, SUPPLIES, AND MAIL AT GREELEY, NEBRASKA.
 ML1093
 ML1093                          STATION RECOVERY (1930)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1093'STATION FOUND AS DESCRIBED IN ORIGINAL DESCRIPTION AND IN GOOD
 ML1093'CONDITION EXCEPT AS NOTED IN 1927 RECOVERY NOTE.
 ML1093
 ML1093                          STATION RECOVERY (1935)
 ML1093
 ML1093'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1093'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ML1093'EDGES AND CORNERS OF THE STONE POST ARE SLIGHTLY WORN AND THE
 ML1093'POST APPEARS TO BE VERY SLIGHTLY TILTED TOWARD THE E.
 ML1093'
 ML1093'THE STATION IS ABOUT 6 MILES S AND 1 MILE W OF GREELEY.  7 MILES
 ML1093'E OF SCOTIA, 4 MILES W OF BRAYTON.  IT IS IN A PASTURE ON A
 ML1093'RATHER FLAT-TOPPED HILL IN THE SE CORNER OF SEC. 3, T 17 N,
 ML1093'R 11 W, ON LAND OWNED BY MICHAEL GRAY, ABOUT 35 YARDS W AND 28
 ML1093'FEET N OF A FENCE CORNER AT THE SE CORNER OF THE SECTION.
 ML1093'
 ML1093'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN GREELEY--GO
 ML1093'S TO THE RAILROAD TRACKS, W 1/4 MILE, S 5-1/2 MILES TO A
 ML1093'SCHOOLHOUSE (DISTRICT 24) IN THE NE CORNER OF AN INTERSECTION,
 ML1093'W 1 MILE TO THE TOP OF THE HILL AND STATION SITE.
 ML1093
 ML1093                          STATION RECOVERY (1951)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1093'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NEW
 ML1093'REFERENCE MARKS AND THE AZIMUTH MARK WERE ESTABLISHED.
 ML1093'
 ML1093'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1093'
 ML1093'THE STATION IS LOCATED ABOUT 9.0 MILES WEST-NORTHWEST OF
 ML1093'WOLBACK, 6.0 MILES SOUTH OF GREELEY, 4.0 MILES WEST OF BRAYTON
 ML1093'AND IN THE SOUTHEAST CORNER OF A PASTURE ON A FLAT TOPPED HILL.
 ML1093'IT IS AN 8 INCH SQUARE MARBLE POST SET FLUSH WITH THE GROUND
 ML1093'AND HAS TWO V SHAPED GROVES AT RIGHT ANGLES AND THE LETTERS
 ML1093'U.S.C.S. CUT IN ITS TOP.  IT IS 106.0 FEET WEST-NORTHWEST OF
 ML1093'A FENCE CORNER, 49.0 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 ML1093'29.0 FEET NORTH OF AN EAST-WEST FENCE LINE AND 4.0 FEET SOUTH
 ML1093'OF A WITNESS POST.
 ML1093'
 ML1093'REFERENCE MARK NO. 1 IS 93.0 FEET NORTH OF AN EAST-WEST FENCE
 ML1093'LINE AND 80.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT
 ML1093'PROJECTS 3 INCHES AND IS STAMPED BRAYTON NO 1 1951.
 ML1093'
 ML1093'REFERENCE MARK NO. 2 IS 21.0 FEET NORTH OF THE CENTER OF A
 ML1093'TRACK ROAD AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 ML1093'IT PROJECTS 2 INCHES AND IS STAMPED BRAYTON NO 2 1951.
 ML1093'
 ML1093'THE DISTANCE BETWEEN REFERENCE MARKS IS 92.2 FEET.
 ML1093'
 ML1093'THE AZIMUTH MARK IS LOCATED ACROSS THE ROAD, WEST OF A SCHOOLHOUSE,
 ML1093'53.0 FEET NORTHWEST OF THE CENTER OF A CROSSROAD INTERSECTION,
 ML1093'1.5 FEET WEST OF A POWER LINE POLE AND 1.5 FEET NORTHWEST OF A
 ML1093'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BRAYTON 1951.
 ML1093'
 ML1093'TO REACH THE STATION FROM THE POST OFFICE IN WOLBACK, GO EAST
 ML1093'FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT, SOUTH, FOR 0.2
 ML1093'MILE TO STATE HIGHWAY 22, TURN RIGHT, WEST, ON STATE HIGHWAY 22
 ML1093'FOR 2.1 MILES TO U.S. HIGHWAY 281.  TURN RIGHT, NORTH, ON U.S.
 ML1093'HIGHWAY 281 FOR 3.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 ML1093'FOLLOW THE MAIN DIRT ROAD WESTERLY FOR 3.0 MILES TO BRAYTON.  GO
 ML1093'NORTH, THENCE WEST ON THE MAIN ROAD FOR 0.35 MILE TO A T
 ML1093'ROAD LEADING NORTH, CONTINUE WEST ON THE MAIN ROAD FOR 3.0
 ML1093'MILES TO A SCHOOLHOUSE AND THE AZIMUTH MARK ON THE RIGHT AS
 ML1093'DESCRIBED.  CONTINUE WEST FOR 1.0 MILE TO THE TOP OF THE HILL
 ML1093'AND THE STATION ON THE RIGHT AS DESCRIBED.
 ML1093
 ML1093                          STATION RECOVERY (1962)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 ML1093'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 ML1093'CONDITION.  A NEW TO REACH FOLLOWS--
 ML1093'
 ML1093'TO REACH THE STATION FROM THE POST OFFICE IN WOLBACK, GO EAST
 ML1093'FOR 1 BLOCK TO A CROSSROADS.  TURN RIGHT AND GO SOUTH FOR
 ML1093'0.15 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 22.  TURN RIGHT
 ML1093'AND GO WEST ON STATE HIGHWAY NO. 22 FOR 2.8 MILES TO THE JUNCTION
 ML1093'OF U.S. HIGHWAY NO. 281.  TURN RIGHT AND GO NORTH ON U.S.
 ML1093'HIGHWAY NO. 281 FOR 6.0 MILES TO A POINT WHERE FOUR GRADED ROADS
 ML1093'INTERSECT AT THE HIGHWAY.  TURN LEFT AND GO NORTHWEST ON A
 ML1093'GRADED ROAD FOR 1.0 MILE TO A CROSSROADS AND THE AZIMUTH MARK
 ML1093'ON THE RIGHT.  CONTINUE WEST ON A GRADED ROAD FOR 0.95 MILE
 ML1093'TO THE TOP OF THE HILL AND THE STATION ON THE HILL AS
 ML1093'DESCRIBED.
 ML1093
 ML1093                          STATION RECOVERY (2008)
 ML1093
 ML1093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 ML1093'MONUMENT WAS FOUND IN GOOD CONDITION JUST BELOW THE SURFACE IN A
 ML1093'PASTURE WITH THE TOP VERY SLIGHTLY LEANING TO THE EAST AS PREVIOUSLY
 ML1093'NOTED IN THE 1935 REPORT.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 ML1093'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT FOUND.
 ML1093'IT IS BELIEVED TO BE EXISTING, BUT BURIED.
 ML1093'
 ML1093'AN EAST-WEST FENCE IS LOCATED 27.0' SOUTH OF THE STATION MONUMENT.  A
 ML1093'MARKER SIGN IS AT THE FENCE AT THIS LOCATION.  A NORTH-SOUTH FENCE IS
 ML1093'LOCATED 106.3' TO THE EAST OF THE STATION MONUMENT.
 ML1093'
 ML1093'TO REACH THE STATION FROM THE TOWN OF GREELEY GO 4 MILES SOUTH ON U.
 ML1093'S. HIGHWAY 281 TO THE INTERSECTION OF HIGHWAY 281 AND HIGHWAY 22.
 ML1093'CONTINUE SOUTH ON A DIRT ROAD BY LEAVING HIGHWAY 281 FOR 1.0 MILES TO
 ML1093'AN INTERSECTION.  TURN WEST AND GO 1.0 MILE ON DIRT ROAD TO A POINT
 ML1093'WHERE THE ROAD TURNS TO GO SOUTH. MONUMENT IS NORTHWEST OF THIS
 ML1093'LOCATION ON TOP OF HILL AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0433 ***********************************************************************
 LJ0433  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0433  DESIGNATION -  BREACH
 LJ0433  PID         -  LJ0433
 LJ0433  STATE/COUNTY-  NE/RED WILLOW
 LJ0433  COUNTRY     -  US
 LJ0433  USGS QUAD   -  LEBANON (2017)
 LJ0433
 LJ0433                         *CURRENT SURVEY CONTROL
 LJ0433  ______________________________________________________________________
 LJ0433* NAD 83(2011) POSITION- 40 00 06.76692(N) 100 20 41.13455(W)   ADJUSTED
 LJ0433* NAD 83(2011) ELLIP HT-   783.693 (meters)        (06/27/12)   ADJUSTED
 LJ0433* NAD 83(2011) EPOCH   -  2010.00
 LJ0433* NAVD 88 ORTHO HEIGHT -   808.1   (meters)     2651.    (feet) GPS OBS
 LJ0433  ______________________________________________________________________
 LJ0433  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LJ0433  GEOID HEIGHT    -        -24.303 (meters)                     GEOID93
 LJ0433  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 LJ0433  NAD 83(2011) X  -   -878,671.000 (meters)                     COMP
 LJ0433  NAD 83(2011) Y  - -4,813,635.507 (meters)                     COMP
 LJ0433  NAD 83(2011) Z  -  4,078,649.220 (meters)                     COMP
 LJ0433  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 LJ0433
 LJ0433  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0433  Standards:
 LJ0433         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0433            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0433  -------------------------------------------------------------------
 LJ0433  NETWORK    0.45   1.20           0.21   0.14   0.61     -0.04971600
 LJ0433  -------------------------------------------------------------------
 LJ0433  Click here for local accuracies and other accuracy information.
 LJ0433
 LJ0433.The horizontal coordinates were established by GPS observations
 LJ0433.and adjusted by the National Geodetic Survey in June 2012.
 LJ0433
 LJ0433.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0433.been affixed to the stable North American tectonic plate. See 
 LJ0433.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0433
 LJ0433.The horizontal coordinates are valid at the epoch date displayed above
 LJ0433.which is a decimal equivalence of Year/Month/Day.
 LJ0433
 LJ0433.The orthometric height was determined by GPS observations and a
 LJ0433.high-resolution geoid model.
 LJ0433
 LJ0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0433.GEOID18 height accuracy estimate available here.
 LJ0433
 LJ0433.Click photographs - Photos may exist for this station.
 LJ0433
 LJ0433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0433
 LJ0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0433
 LJ0433.The ellipsoidal height was determined by GPS observations
 LJ0433.and is referenced to NAD 83.
 LJ0433
 LJ0433. The following values were computed from the NAD 83(2011) position.
 LJ0433
 LJ0433;                    North         East     Units Scale Factor Converg.
 LJ0433;SPC NE       -    18,773.635   470,560.559   MT  0.99999915   -0 13 42.5
 LJ0433;SPC NE       -    61,593.17  1,543,830.77   sFT  0.99999915   -0 13 42.5
 LJ0433;UTM  14      - 4,428,831.837   385,213.019   MT  0.99976220   -0 51 52.3
 LJ0433
 LJ0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0433!SPC NE       -   0.99987707  x   0.99999915  =   0.99987622
 LJ0433!UTM  14      -   0.99987707  x   0.99976220  =   0.99963930
 LJ0433
 LJ0433:                Primary Azimuth Mark                     Grid Az
 LJ0433:SPC NE       -  BREACH AZ MK                             090 58 32.4
 LJ0433:UTM  14      -  BREACH AZ MK                             091 36 42.2
 LJ0433
 LJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8521328831(NAD 83)
 LJ0433
 LJ0433|---------------------------------------------------------------------|
 LJ0433| PID    Reference Object                     Distance      Geod. Az  |
 LJ0433|                                                           dddmmss.s |
 LJ0433| CN7963 BREACH RM 1                          36.100 METERS 00644     |
 LJ0433| CN7965 BREACH RM 3                          21.217 METERS 08502     |
 LJ0433| CN7962 BREACH AZ MK                                       0904449.9 |
 LJ0433| KH0722 NORCATUR MUNICIPAL TANK             APPROX.22.4 KM 1434656.5 |
 LJ0433| CN7964 BREACH RM 2                          39.943 METERS 26503     |
 LJ0433|---------------------------------------------------------------------|
 LJ0433
 LJ0433                          SUPERSEDED SURVEY CONTROL
 LJ0433
 LJ0433  NAD 83(2007)-  40 00 06.76677(N)    100 20 41.13549(W) AD(2002.00) 0
 LJ0433  ELLIP H (02/10/07)  783.718  (m)                       GP(2002.00)    
 LJ0433  ELLIP H (09/24/01)  783.697  (m)                       GP(       ) 4 1
 LJ0433  NAD 83(1995)-  40 00 06.76646(N)    100 20 41.13486(W) AD(       ) B
 LJ0433  ELLIP H (06/25/96)  783.752  (m)                       GP(       ) 1 1
 LJ0433  NAD 83(1986)-  40 00 06.77275(N)    100 20 41.13972(W) AD(       ) 1
 LJ0433  NAD 27      -  40 00 06.75100(N)    100 20 39.62300(W) AD(       ) 1
 LJ0433
 LJ0433.Superseded values are not recommended for survey control.
 LJ0433
 LJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0433.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0433
 LJ0433_MARKER: DS = TRIANGULATION STATION DISK
 LJ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0433_STAMPING: BREACH 1935
 LJ0433_MARK LOGO: CGS
 LJ0433_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0433_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0433+STABILITY: SURFACE MOTION
 LJ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0433+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2017
 LJ0433
 LJ0433  HISTORY     - Date     Condition        Report By
 LJ0433  HISTORY     - 1935     MONUMENTED       CGS
 LJ0433  HISTORY     - 1950     GOOD             CGS
 LJ0433  HISTORY     - 1963     GOOD             CGS
 LJ0433  HISTORY     - 19950719 GOOD             NGS
 LJ0433  HISTORY     - 20170613 GOOD             NEGS
 LJ0433
 LJ0433                          STATION DESCRIPTION
 LJ0433
 LJ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0433'STATION IS ABOUT 3-1/2 MILES EAST AND 3 MILES SOUTH OF DANBURY,
 LJ0433'IN THE SOUTHEAST CORNER OF SEC. 34, T. 1 N., R. 27 W., ON
 LJ0433'THE DIVIDE BETWEEN BEAVER AND SAPPA CREEKS.  THE STATION IS
 LJ0433'ON THE NORTH SIDE OF THE ROAD WHICH IS THE APPROXIMATE STATE
 LJ0433'LINE, AND IS IN THE SOUTHEAST CORNER OF THE PLOT OF GROUND
 LJ0433'WHICH IS NORTHWEST OF A T-ROAD INTERSECTION, ABOUT 250 YARDS
 LJ0433'SOUTH OF THE FARM BUILDINGS OF HARLEY BREACH.  THE MARK IS
 LJ0433'38 FEET NORTH OF THE CENTER OF THE EAST-AND-WEST ROAD, 10
 LJ0433'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 38 FEET WEST OF
 LJ0433'THE NORTH-AND-SOUTH ROAD AND 10 FEET WEST OF THE WEST
 LJ0433'RIGHT-OF-WAY FENCE.  THE MARK IS 12 INCHES BELOW THE
 LJ0433'SURFACE OF THE GROUND.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 1 IS NORTH OF THE STATION,
 LJ0433'27 FEET WEST OF THE CENTER OF THE ROAD, AND 1 FOOT EAST OF
 LJ0433'THE WEST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 29
 LJ0433'FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF
 LJ0433'THE NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES.
 LJ0433'
 LJ0433'THE STATION IS REACHED FROM DANBURY BY GOING EAST FROM THE
 LJ0433'DEPOT ON STATE HIGHWAY 89 FOR 3.4 MILES, TURN RIGHT AND GO
 LJ0433'SOUTH 3.0 MILES TO THE STATION ON THE WEST SIDE OF THE ROAD.
 LJ0433'
 LJ0433'A 20-FOOT TOWER CLEARED ALL LINES.
 LJ0433
 LJ0433                          STATION RECOVERY (1950)
 LJ0433
 LJ0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LJ0433'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 LJ0433'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 LJ0433'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0433'
 LJ0433'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DANBURY
 LJ0433'AND IS JUST NORTH OF THE KANSAS-NEBRASKA STATE LINE.  IT IS
 LJ0433'SITUATED AT A T-ROAD INTERSECTION AND IS IN THE CENTER OF THE
 LJ0433'MAIN ROAD WHERE IT CURVES FROM THE NORTH TO THE WEST.  IT IS
 LJ0433'STAMPED BREACH 1935 AND IS 8 INCHES BELOW THE SURFACE OF THE
 LJ0433'COUNTY ROAD.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 1 IS LOCATED JUST EAST OF THE FENCE LINE,
 LJ0433'26 FEET WEST FROM THE CENTER OF THE ROAD.  IT IS STAMPED BREACH
 LJ0433'NO 1 1935 AND PROJECTS 12 INCHES.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 2 IS LOCATED IN THE EAST-WEST FENCE LINE,
 LJ0433'20 FEET NORTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED
 LJ0433'BREACH NO 2 1935 AND PROJECTS 16 INCHES.
 LJ0433'
 LJ0433'THE AZIMUTH MARK IS LOCATED 20 FEET SOUTH FROM THE CENTER
 LJ0433'OF THE DIRT ROAD, 6 FEET WEST FROM THE NORTHWEST CORNER OF A
 LJ0433'SMALL CEMETERY, AND 1 FOOT WEST OF A WITNESS POST.  IT IS
 LJ0433'STAMPED BREACH 1935 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 LJ0433'
 LJ0433'TO REACH THE STATION FROM THE DEPOT IN DANBURY, GO EAST ON
 LJ0433'STATE HIGHWAY 89 FOR 3.5 MILES TO A SIDE ROAD LEADING SOUTH
 LJ0433'AND THE STATE HIGHWAY CURVING TO THE NORTHWARD.  TURN RIGHT
 LJ0433'ON THE GRAVELED ROAD AND GO SOUTH FOR 3.0 MILES TO THE T-ROAD
 LJ0433'INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.  TURN
 LJ0433'LEFT ON A DIRT ROAD AND GO EAST FOR 0.8 MILE TO THE CEMETERY
 LJ0433'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0433
 LJ0433                          STATION RECOVERY (1963)
 LJ0433
 LJ0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LJ0433'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LJ0433'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH
 LJ0433'HAD BEEN DESTROYED BY ROAD CONSTRUCTION WORK.  A NEW REFERENCE
 LJ0433'MARK NO. 3 WAS ESTABLISHED ON LINE WITH REFERENCE MARK NO. 2
 LJ0433'AND THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 LJ0433'
 LJ0433'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF NORCATUR, KANSAS
 LJ0433'AND 5 MILES SOUTHEAST OF DANBURY IN THE SOUTHEAST CORNER OF
 LJ0433'SEC. 34, T. 1 N., R 27 W. ON THE DIVIDE BETWEEN SAPPA AND
 LJ0433'BEAVER CREEKS, 461 FEET EAST OF THE CENTER OF T-ROAD GOING
 LJ0433'SOUTH FROM KANSAS-NEBRASKA STATE LINE ROAD, 71 FEET
 LJ0433'WEST-NORTHWEST OF A SOUTHWEST FENCE CORNER, 37 FEET WEST OF THE
 LJ0433'CENTERLINE OF A GRADED T-ROAD GOING NORTH FROM THE
 LJ0433'KANSAS-NEBRASKA STATE LINE ROAD, AND 33 FEET NORTH OF THE CENTER
 LJ0433'OF THE STATE LINE ROAD.  THE SURFACE STATION MARK IS 12
 LJ0433'INCHES BELOW THE SURFACE OF THE ROAD OR GROUND AND THE DISK
 LJ0433'IS STAMPED BREACH 1935.
 LJ0433'
 LJ0433'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO
 LJ0433'SOUTH ON HARD SURFACED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 36.
 LJ0433'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 36 FOR 1.25 MILES TO
 LJ0433'CROSSROADS.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 12.0 MILES
 LJ0433'TO THE KANSAS-NEBRASKA STATE LINE.  TURN LEFT AND GO WEST ON
 LJ0433'STATE-LINE ROAD FOR 6.0 MILES TO THE AZIMUTH MARK ON THE LEFT
 LJ0433'AT THE NORTHWEST CORNER OF A SMALL CEMETERY.  CONTINUE WEST
 LJ0433'ALONG STATE-LINE ROAD FOR 0.8 MILE TO A T-ROAD NORTH AND THE
 LJ0433'STATION AS DESCRIBED.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 310 FEET EAST
 LJ0433'OF A T-ROAD GOING SOUTH FROM THE STATE*LINE ROAD, 168 FEET
 LJ0433'WEST OF THE CENTER OF A T-ROAD GOING NORTH, 24 FEET NORTH
 LJ0433'OF THE CENTERLINE OF STATE-LINE ROAD, AND 1 FOOT SOUTH OF
 LJ0433'A FENCE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 LJ0433'BREACH NO 2 1935.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 40 FEET NORTH
 LJ0433'OF THE CENTER OF STATE-LINE ROAD, 32 FEET EAST OF THE CENTER
 LJ0433'OF A GRADED T-ROAD NORTH, 18 FEET NORTH OF A SOUTHWEST FENCE
 LJ0433'CORNER, 1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTH OF A STEEL
 LJ0433'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LJ0433'STAMPED BREACH NO 3 1935.
 LJ0433'
 LJ0433'AZIMUTH MARK IS 0.8 MILE EAST OF THE STATION, 20 FEET SOUTH
 LJ0433'OF THE CENTER OF DIRT ROAD ALONG THE KANSAS-NEBRASKA STATE
 LJ0433'LINE, 6 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CEMETERY,
 LJ0433'AND 1 FOOT WEST OF A WINTESS POST.  THE MARK PROJECTS 6 INCHES
 LJ0433'AND THE DISK IS STAMPED BREACH 1935.
 LJ0433'
 LJ0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0433
 LJ0433                          STATION RECOVERY (1995)
 LJ0433
 LJ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0433'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) SOUTHWEST OF LEBANON, 4.25
 LJ0433'MI (6.84 KM) SOUTHEAST OF DANBURY, AT THE NEBRASKA-KANSAS STATE LINE,
 LJ0433'AT A COUNTY ROAD INTERSECTION, ON ROAD RIGHT-OF-WAY AND NEAR THE
 LJ0433'SOUTHEAST CORNER, SEC34, T1N, R27W, ABOUT 480 FT (146.3 M) EAST OF A
 LJ0433'ROAD LEADING SOUTH INTO KANSAS.  TO REACH THE MARK FROM THE DANBURY
 LJ0433'POST OFFICE, GO NORTH ON GRANDVILLE AVENUE FOR 0.20 MI (0.32 KM) TO
 LJ0433'STATE HIGHWAY 89.  TURN RIGHT AND GO EAST ON HIGHWAY 89 FOR 3.55 MI
 LJ0433'(5.71 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 LJ0433'GRAVELED ROAD FOR 3.50 MI (5.63 KM) TO A CURVE TO THE WEST, AT THE
 LJ0433'KANSAS STATE LINE, AND THE MARK.  THE DISK IS SET INTO THE TOP OF A
 LJ0433'ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 1.3 FT (0.4 M) BELOW
 LJ0433'THE GROUND SURFACE.  IT IS 69.4 FT (21.2 M) WEST OF REFERENCE MARK 3,
 LJ0433'WHICH IS LOCATED 18 FT (5.5 M) NORTH OF A FENCE CORNER IN THE
 LJ0433'NORTHEAST ANGLE OF THE ROAD JUNCTION, 37.0 FT (11.3 M) WEST OF THE
 LJ0433'CENTERLINE OF THE ROAD LEADING NORTH, 25.0 FT (7.6 M) NORTH OF THE
 LJ0433'CENTERLINE OF THE DIRT STATE LINE ROAD LEADING EAST, 39.5 FT (12.0 M)
 LJ0433'SOUTHEAST OF A WITNESS POST, 16.0 FT (4.9 M) SOUTHEAST OF THE
 LJ0433'CENTERLINE OF THE CURVE, 11.2 FT (3.4 M) NORTHWEST OF A WITNESS POST
 LJ0433'AND ABOUT 2.5 FT (0.8 M) LOWER THAN THE CROWN OF THE BANK OF THE
 LJ0433'CURVE.  A PIECE OF REBAR, AND MAGNETS, WERE PLACED ON THE NORTH SIDE
 LJ0433'OF THE MARK.
 LJ0433
 LJ0433                          STATION RECOVERY (2017)
 LJ0433
 LJ0433'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LJ0433'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0617 ***********************************************************************
 NP0617  DESIGNATION -  BREAK
 NP0617  PID         -  NP0617
 NP0617  STATE/COUNTY-  NE/CHERRY
 NP0617  COUNTRY     -  US
 NP0617  USGS QUAD   -  WOLFORD VALLEY (2017)
 NP0617
 NP0617                         *CURRENT SURVEY CONTROL
 NP0617  ______________________________________________________________________
 NP0617* NAD 83(1995) POSITION- 42 15 37.26290(N) 102 01 10.38201(W)   ADJUSTED
 NP0617* NAVD 88 ORTHO HEIGHT -  1247.    (meters)     4091.    (feet) SCALED
 NP0617  ______________________________________________________________________
 NP0617  GEOID HEIGHT    -        -18.652 (meters)                     GEOID18
 NP0617  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 NP0617  HORZ ORDER      -  FIRST
 NP0617
 NP0617.The horizontal coordinates were established by classical geodetic methods
 NP0617.and adjusted by the National Geodetic Survey in August 1997.
 NP0617
 NP0617.The orthometric height was scaled from a topographic map.
 NP0617
 NP0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0617.GEOID18 height accuracy estimate available here.
 NP0617
 NP0617.Click photographs - Photos may exist for this station.
 NP0617
 NP0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0617
 NP0617. The following values were computed from the NAD 83(1995) position.
 NP0617
 NP0617;                    North         East     Units Scale Factor Converg.
 NP0617;SPC NE       -   271,414.162   333,420.069   MT  0.99974529   -1 20 18.1
 NP0617;SPC NE       -   890,464.63  1,093,895.68   sFT  0.99974529   -1 20 18.1
 NP0617;UTM  13      - 4,682,985.365   745,835.788   MT  1.00034367   +2 00 19.3
 NP0617;UTM  14      - 4,683,099.045   250,938.756   MT  1.00036332   -2 01 54.1
 NP0617
 NP0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0617!SPC NE       -   0.99980731  x   0.99974529  =   0.99955265
 NP0617!UTM  13      -   0.99980731  x   1.00034367  =   1.00015091
 NP0617!UTM  14      -   0.99980731  x   1.00036332  =   1.00017056
 NP0617
 NP0617:                Primary Azimuth Mark                     Grid Az
 NP0617:SPC NE       -  BREAK AZ MK                              004 54 22.2
 NP0617:UTM  13      -  BREAK AZ MK                              001 33 44.8
 NP0617:UTM  14      -  BREAK AZ MK                              005 35 58.2
 NP0617
 NP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4583582985(NAD 83)
 NP0617
 NP0617|---------------------------------------------------------------------|
 NP0617| PID    Reference Object                     Distance      Geod. Az  |
 NP0617|                                                           dddmmss.s |
 NP0617| CP8850 BREAK AZ MK                                        0033404.1 |
 NP0617| CP8851 BREAK RM 1                           13.920 METERS 02525     |
 NP0617| CP8852 BREAK RM 2                           14.348 METERS 12633     |
 NP0617|---------------------------------------------------------------------|
 NP0617
 NP0617                          SUPERSEDED SURVEY CONTROL
 NP0617
 NP0617  NAD 83(1986)-  42 15 37.25919(N)    102 01 10.38443(W) AD(       ) 1
 NP0617  NAD 27      -  42 15 37.32000(N)    102 01 08.72800(W) AD(       ) 1
 NP0617
 NP0617.Superseded values are not recommended for survey control.
 NP0617
 NP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0617.See file dsdata.pdf to determine how the superseded data were derived.
 NP0617
 NP0617_MARKER: DS = TRIANGULATION STATION DISK
 NP0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0617_STAMPING: BREAK 1946
 NP0617_MARK LOGO: CGS
 NP0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0617+STABILITY: SURFACE MOTION
 NP0617
 NP0617  HISTORY     - Date     Condition        Report By
 NP0617  HISTORY     - 1946     MONUMENTED       CGS
 NP0617
 NP0617                          STATION DESCRIPTION
 NP0617
 NP0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0617'LOCATED ABOUT 18 MILES NORTH BY WEST OF ASHBY AND ABOUT 1/2 MILE
 NP0617'SOUTH OF A TRACK ROAD AND SOUTH EDGE OF A MEADOW ON THE HIGHEST
 NP0617'POINT OF A PROMINENT EAST-WEST SAND RIDGE.  IT IS STAMPED BREAK
 NP0617'1946 AND PROJECTS 10 INCHES.
 NP0617'
 NP0617'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0617'IT IS STAMPED BREAK NO 1 1946 AND PROJECTS 8 INCHES.
 NP0617'
 NP0617'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0617'IT IS STAMPED BREAK NO 2 1946 AND PROJECTS 8 INCHES.
 NP0617'
 NP0617'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF A ROAD FORK AND
 NP0617'A GATE, 45 FEET SOUTH OF A WIRE FENCE AND 2 FEET SOUTH-SOUTHWEST
 NP0617'OF A REFERENCE POST.  IT IS A STANDARD USGLO SURVEY DISK BOLTED
 NP0617'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 20 INCHES.
 NP0617'
 NP0617'TO REACH THE STATION FROM ASHBY, GO NORTH ON A SAND ROAD FOR 7.9
 NP0617'MILES TO A FORK.  THEN LEFT FORK FOR 0.1 MILE TO A FORK.  THEN
 NP0617'LEFT FORK FOR 2.9 MILES TO A FORK.  THEN STRAIGHT AHEAD ON THE
 NP0617'MAIN TRAVELED ROAD FOR 0.25 MILE TO A WINDMILL AND A FORK.  THEN
 NP0617'LEFT FORK FOR 4.6 MILES TO A FORK.  THEN LEFT FORK, UP A STEEP
 NP0617'HILL, (NORTHERLY) FOR 0.7 MILE TO A FORK AT A FENCE CORNER AND
 NP0617'A TELEPHONE LINE.  THEN LEFT, CROSSING AN AUTO GATE, FOR 3.0
 NP0617'MILES TO A GATE ON THE LEFT (THIS POINT IS ABOUT 1/4 MILE WEST
 NP0617'OF A RANCH HOUSE).  MAKE A U TURN, THROUGH THE GATE, (WEST)
 NP0617'FOR 0.55 MILE TO A FORK.  THEN RIGHT FORK FOR 0.7 MILE TO A
 NP0617'GATE ON THE LEFT.  THEN LEFT, WEST FOR 0.95 MILE*.  TURN LEFT,
 NP0617'SOUTH, FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE RIDGE AND
 NP0617'THE STATION.
 NP0617'
 NP0617'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 NP0617'THE TRACK ROAD FOR 0.25 MILE TO A FORK.  THEN RIGHT FORK FOR 0.05
 NP0617'MILE TO A GATE.  THROUGH GATE, NORTHEASTERLY, FOR 0.3 MILE TO
 NP0617'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1474 ***********************************************************************
 LF1474  CBN         -  This is a Cooperative Base Network Control Station.
 LF1474  PACS        -  This is a Primary Airport Control Station.
 LF1474  DESIGNATION -  BRENNER
 LF1474  PID         -  LF1474
 LF1474  STATE/COUNTY-  NE/RICHARDSON
 LF1474  COUNTRY     -  US
 LF1474  USGS QUAD   -  FALLS CITY (2017)
 LF1474
 LF1474                         *CURRENT SURVEY CONTROL
 LF1474  ______________________________________________________________________
 LF1474* NAD 83(2011) POSITION- 40 04 39.85840(N) 095 35 24.17770(W)   ADJUSTED
 LF1474* NAD 83(2011) ELLIP HT-   269.494 (meters)        (06/27/12)   ADJUSTED
 LF1474* NAD 83(2011) EPOCH   -  2010.00
 LF1474* NAVD 88 ORTHO HEIGHT -   299.97  (meters)      984.2   (feet) GPS OBS
 LF1474  ______________________________________________________________________
 LF1474  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LF1474  GEOID HEIGHT    -        -30.454 (meters)                     GEOID93
 LF1474  GEOID HEIGHT    -        -30.469 (meters)                     GEOID18
 LF1474  NAD 83(2011) X  -   -476,078.104 (meters)                     COMP
 LF1474  NAD 83(2011) Y  - -4,864,118.300 (meters)                     COMP
 LF1474  NAD 83(2011) Z  -  4,084,767.593 (meters)                     COMP
 LF1474  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 LF1474
 LF1474  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1474  Standards:
 LF1474         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1474            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1474  -------------------------------------------------------------------
 LF1474  NETWORK    0.37   0.90           0.17   0.12   0.46      0.02181121
 LF1474  -------------------------------------------------------------------
 LF1474  Click here for local accuracies and other accuracy information.
 LF1474
 LF1474.This mark is at Brenner Field Airport (FNB)
 LF1474
 LF1474.The horizontal coordinates were established by GPS observations
 LF1474.and adjusted by the National Geodetic Survey in June 2012.
 LF1474
 LF1474.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1474.been affixed to the stable North American tectonic plate. See 
 LF1474.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1474
 LF1474.The horizontal coordinates are valid at the epoch date displayed above
 LF1474.which is a decimal equivalence of Year/Month/Day.
 LF1474
 LF1474.The orthometric height was determined by GPS observations and a
 LF1474.high-resolution geoid model.
 LF1474
 LF1474.GPS derived orthometric heights for airport stations designated as
 LF1474.PACS or SACS are published to 2 decimal places.  This maintains
 LF1474.centimeter relative accuracy between the PACS and SACS.  It does
 LF1474.not indicate centimeter accuracy relative to other marks which are
 LF1474.part of the published vertical control network.
 LF1474
 LF1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1474.GEOID18 height accuracy estimate available here.
 LF1474
 LF1474.Click photographs - Photos may exist for this station.
 LF1474
 LF1474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1474
 LF1474.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1474
 LF1474.The ellipsoidal height was determined by GPS observations
 LF1474.and is referenced to NAD 83.
 LF1474
 LF1474. The following values were computed from the NAD 83(2011) position.
 LF1474
 LF1474;                    North         East     Units Scale Factor Converg.
 LF1474;SPC NE       -    36,728.582   875,979.349   MT  0.99996577   +2 55 20.9
 LF1474;SPC NE       -   120,500.36  2,873,942.25   sFT  0.99996577   +2 55 20.9
 LF1474;UTM  15      - 4,439,600.471   279,152.067   MT  1.00020046   -1 40 05.6
 LF1474
 LF1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1474!SPC NE       -   0.99995772  x   0.99996577  =   0.99992350
 LF1474!UTM  15      -   0.99995772  x   1.00020046  =   1.00015818
 LF1474
 LF1474:                Primary Azimuth Mark                     Grid Az
 LF1474:SPC NE       -  BRENNER AZ MK                            153 26 13.9
 LF1474:UTM  15      -  BRENNER AZ MK                            158 01 40.4
 LF1474
 LF1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7915239600(NAD 83)
 LF1474
 LF1474|---------------------------------------------------------------------|
 LF1474| PID    Reference Object                     Distance      Geod. Az  |
 LF1474|                                                           dddmmss.s |
 LF1474| LF1475 BRENNER AZ MK                       434.632 METERS 1562134.8 |
 LF1474|---------------------------------------------------------------------|
 LF1474
 LF1474                          SUPERSEDED SURVEY CONTROL
 LF1474
 LF1474  NAD 83(2007)-  40 04 39.85844(N)    095 35 24.17843(W) AD(2002.00) 0
 LF1474  ELLIP H (02/10/07)  269.507  (m)                       GP(2002.00)    
 LF1474  ELLIP H (09/24/01)  269.473  (m)                       GP(       ) 4 1
 LF1474  NAD 83(1995)-  40 04 39.85837(N)    095 35 24.17780(W) AD(       ) B
 LF1474  ELLIP H (06/25/96)  269.584  (m)                       GP(       ) 1 1
 LF1474  NAD 83(1986)-  40 04 39.86744(N)    095 35 24.17618(W) AD(       ) 1
 LF1474  NGVD 29 (02/23/90)  299.87   (m)  RAPSU86  model used  GPS OBS        
 LF1474
 LF1474.Superseded values are not recommended for survey control.
 LF1474
 LF1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1474.See file dsdata.pdf to determine how the superseded data were derived.
 LF1474
 LF1474_MARKER: I = METAL ROD
 LF1474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1474_STAMPING: BRENNER 1989
 LF1474_MARK LOGO: NGS
 LF1474_PROJECTION: RECESSED 10 CENTIMETERS
 LF1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1474+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LF1474_ROD/PIPE-DEPTH: 10.3 meters
 LF1474_SLEEVE-DEPTH  : 0.95 meters
 LF1474
 LF1474  HISTORY     - Date     Condition        Report By
 LF1474  HISTORY     - 1989     MONUMENTED       NGS
 LF1474  HISTORY     - 19900823 GOOD             NGS
 LF1474  HISTORY     - 19910424 GOOD             NGS
 LF1474  HISTORY     - 19950510 GOOD             NGS
 LF1474  HISTORY     - 19970205 GOOD             NGS
 LF1474  HISTORY     - 19970515 GOOD             NGS
 LF1474  HISTORY     - 19970522 GOOD             NGS
 LF1474  HISTORY     - 20040102 MARK NOT FOUND   INDIV
 LF1474
 LF1474                          STATION DESCRIPTION
 LF1474
 LF1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1474'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF FALLS CITY, 1.3
 LF1474'KM (0.80 MI) EAST OF US HIGHWAY 73 AND STATE HIGHWAY 4, AT THE BRENNER
 LF1474'FIELD AIRPORT, IN THE ANGLE FORMED BY THE APRON AND RAMP LEADING TO A
 LF1474'RUNWAY.  OWNERSHIP--FALLS CITY AIRPORT AUTHORITY, P. O. BOX 414, FALLS
 LF1474'CITY, NE 68355.  THE AIRPORT MANAGER IS PHIL CHAFFEY, TELEPHONE
 LF1474'402-245-3715.
 LF1474'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 73 AND STATE
 LF1474'HIGHWAYS 4 AND 8 IN FALLS CITY, 0.4 KM (0.25 MI) NORTH OF THE
 LF1474'COURTHOUSE, GO EAST ON 21ST STREET FOR 1.28 KM (0.80 MI) TO A FORK.
 LF1474'KEEP LEFT AND GO NORTH ON THE MAIN DIRT ROAD FOR 1.37 KM (0.85 MI) TO
 LF1474'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.24 KM
 LF1474'(0.15 MI) TO A FORK JUST BEFORE REACHING THE AIRPORT OFFICE.  BEAR
 LF1474'RIGHT AND GO NORTH FOR 0.08 KM (0.05 MI) TO A T-RAMP.  TURN LEFT AND
 LF1474'GO WEST ON THE RAMP AND APRON FOR .16 KM (0.10 MI) TO THE BEGINNING OF
 LF1474'THE RAMP AND THE STATION ON THE LEFT.
 LF1474'THE STATION IS 14.4 M (47.2 FT) SOUTHEAST OF THE RAMP CENTERLINE, 9.0
 LF1474'M (29.5 FT) SOUTHWEST OF THE APRON EDGE AND 7.4 M (24.3 FT) SOUTH OF
 LF1474'THE CURVED PAVEMENT EDGE.
 LF1474'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 LF1474'DESCRIBED BY R.D.BALL
 LF1474
 LF1474                          STATION RECOVERY (1990)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LF1474'THE STATION IS LOCATED AT BRENNER FIELD NEAR THE INTERSECTION OF THE
 LF1474'RAMP AND THE TAXIWAY LEADING TO THE RUNWAY.  IT IS 47.2 FT (14.4 M)
 LF1474'SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 29.5 FT (9.0 M) SOUTHWEST
 LF1474'OF THE EDGE OF THE RAMP AND 24.3 FT (7.4 M) SOUTH OF THE CURVED EDGE
 LF1474'OF THE TAXIWAY PAVING.  THE STATION IS A STAINLESS STEEL ROD SET
 LF1474'WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS STAMPED
 LF1474'BRENNER 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 LF1474'VERTICAL) STABILITY.
 LF1474
 LF1474                          STATION RECOVERY (1991)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1474'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHEAST OF OF FALLS CITY,
 LF1474'1.3 KM (0.8 MI) EAST OF U.S. HIGHWAY 73, AT THE BRENNER FIELD
 LF1474'AIRPORT,  IN THE ANGLE FORMED BY THE APRON AND RAMP LEADING TO
 LF1474'RUNWAY. OWNERSHIP-FALLS CITY AIRPORT AUTHORITY, P.O. BOX 414, FALLS
 LF1474'CITY, NE 68355.  THE AIRPORT MANAGER IS PHIL CHAFFEY, PHONE
 LF1474'402-245-3715.
 LF1474'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 73 AND STATE ROUTES
 LF1474'4 AND 8 IN FALLS CITY, LOCATED 0.4 KM (0.2 MI) NORTH OF THE
 LF1474'COURTHOUSE, GO EAST ON 21ST STREET FOR 1.28 KM (0.80 MI) TO A FORK.
 LF1474'KEEP LEFT, NORTH, ON THE MAIN DIRT ROAD FOR 1.37 KM (0.85 MI) TO THE
 LF1474'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 0.24 KM
 LF1474'(0.15 MI) TO FORK JUST BEFORE REACHING THE AIRPORT OFFICE. BEAR
 LF1474'RIGHT, NORTH, FOR 0.08 KM (0.05 MI) TO A T RAMP. TURN LEFT, WEST, ON
 LF1474'THE RAMP AND APRON FOR 0.16 KM (0.10 MI) TO THE BEGINNING OF THE RAMP
 LF1474'AND THE STATION ON THE LEFT.
 LF1474'THE STATION IS 14.4 M (47.2 FT) SOUTHEAST OF THE RAMP CENTERLINE, 9.0
 LF1474'M (29.5 FT) SOUTHWEST OF THE APRON EDGE, AND 7.4 M (24.3 FT) SOUTH OF
 LF1474'THE CURVED PAVEMENT EDGE.
 LF1474
 LF1474                          STATION RECOVERY (1995)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1474'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF SALEM, 1.2 MI
 LF1474'(1.9 KM) NORTHEAST OF FALLS CITY AND AT BRENNER FIELD AIRPORT IN THE
 LF1474'ANGLE FORMED BY THE APRON AND A CONNECTOR TAXIWAY.  OWNERSHIP--FALLS
 LF1474'CITY AIRPORT AIRPORT AUTHORITY, PO BOX 414, FALLS CITY NE 68355.
 LF1474'AIRPORT MANAGER, PHIL CHAFFEE, PHONE (402) 245-3715.  TO REACH THE
 LF1474'STATION FROM THE JUNCTION OF U.S. HIGHWAY 73, STATE HIGHWAY 8 WEST AND
 LF1474'21ST STREET EAST IN FALLS CITY, GO EAST ON 21ST STREET FOR 0.8 MI (1.3
 LF1474'KM) TO A FORK, BEAR LEFT AND GO NORTH ON THE MAIN GRAVEL ROAD FOR 0.85
 LF1474'MI (1.37 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 LF1474'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTH
 LF1474'FOR 0.05 MI (0.08 KM) TO A T-JUNCTION AND THE AIRPORT OFFICE ON THE
 LF1474'LEFT, TURN LEFT AND GO WEST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO
 LF1474'THE BEGINNING OF THE CONNECTOR TAXIWAY AND THE STATION ON THE LEFT.
 LF1474'THE STATION IS 142.0 FT (43.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 LF1474'THE CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN, 47.2 FT (14.4 M)
 LF1474'SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER, 28.5 FT (8.7 M) SOUTHWEST
 LF1474'OF THE APRON EDGE AND 24.3 FT (7.4 M) SOUTH OF THE CURVED PAVEMENT
 LF1474'EDGE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 LF1474'PRIMARY AIRPORT CONTROL STATION.
 LF1474
 LF1474                          STATION RECOVERY (1997)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LF1474'RECOVERED AS DESCRIBED.
 LF1474
 LF1474                          STATION RECOVERY (1997)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1474'RECOVERED AS DESCRIBED
 LF1474
 LF1474                          STATION RECOVERY (1997)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LF1474'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) EAST OF SALEM, 1.2 MI
 LF1474'(1.9 KM) NORTHEAST OF FALLS CITY, AT THE BRENNER FIELD AIRPORT, IN THE
 LF1474'ANGLE FORMED BY THE APRON AND A CONNECTOR TAXIWAY. OWNERSHIP--FALLS
 LF1474'CITY AIRPORT AIRPORT AUTHORITY, PO BOX 414, FALLS CITY NE 68355.
 LF1474'AIRPORT MANAGER PHIL CHAFFEE, PHONE 402-245-3715.  TO REACH THE
 LF1474'STATION FROM THE JUNCTION OF U.S. HIGHWAY 73, STATE HIGHWAY 8 WEST AND
 LF1474'21ST STREET EAST IN FALLS CITY, GO EAST ON 21ST STREET FOR 0.8 MI (1.3
 LF1474'KM) TO A FORK.  BEAR LEFT AND GO NORTH ON THE MAIN GRAVELED ROAD FOR
 LF1474'0.5 MI (0.8 KM) TO A FORK.  BEAR LEFT AND CONTINUE NORTH ON THE GRAVEL
 LF1474'ROAD FOR 0.35 MI (0.56 KM) TO A ROAD LEFT.  TURN LEFT AND GO WEST ON
 LF1474'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A FORK.  BEAR RIGHT
 LF1474'AND GO NORTH FOR 0.05 MI (0.08 KM) TO A T-JUNCTION AND THE AIRPORT
 LF1474'OFFICE ON THE LEFT.  TURN LEFT AND GO WEST ACROSS THE APRON FOR 0.1 MI
 LF1474'(0.2 KM) TO THE BEGINNING OF THE CONNECTOR TAXIWAY AND THE STATION ON
 LF1474'THE LEFT.  THE STATION IS 142.0 FT (43.3 M) NORTHEAST OF THE SOUTHEAST
 LF1474'CORNER OF THE CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN, 47.2 FT (14.4
 LF1474'M) SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER, 28.5 FT (8.7 M)
 LF1474'SOUTHWEST OF THE APRON EDGE AND 24.3 FT (7.4 M) SOUTH OF THE CURVED
 LF1474'PAVEMENT EDGE.  NOTE--THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 LF1474'CONTROL STATION.
 LF1474
 LF1474                          STATION RECOVERY (2004)
 LF1474
 LF1474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BJS)
 LF1474'BRENNER PRIMARY AIRPORT CONTROL STATION (PACS) COVERED BY 5 INCHES OF
 LF1474'PORTLAND CEMENT CONCRETE DURING FALLS CITY 02 APRON EXPANSION-TAXIWAY
 LF1474'CONSTRUCTION PROJECT IN APRIL 2000
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1475 ***********************************************************************
 LF1475  SACS        -  This is a Secondary Airport Control Station.
 LF1475  DESIGNATION -  BRENNER AZ MK
 LF1475  PID         -  LF1475
 LF1475  STATE/COUNTY-  NE/RICHARDSON
 LF1475  COUNTRY     -  US
 LF1475  USGS QUAD   -  FALLS CITY (2017)
 LF1475
 LF1475                         *CURRENT SURVEY CONTROL
 LF1475  ______________________________________________________________________
 LF1475* NAD 83(2011) POSITION- 40 04 26.94930(N) 095 35 16.82231(W)   ADJUSTED
 LF1475* NAD 83(2011) ELLIP HT-   267.432 (meters)        (06/27/12)   ADJUSTED
 LF1475* NAD 83(2011) EPOCH   -  2010.00
 LF1475* NAVD 88 ORTHO HEIGHT -   297.91  (meters)      977.4   (feet) GPS OBS
 LF1475  ______________________________________________________________________
 LF1475  NAVD 88 orthometric height was determined with an earlier geoid model
 LF1475  GEOID HEIGHT    -        -30.475 (meters)                     GEOID18
 LF1475  NAD 83(2011) X  -   -475,929.458 (meters)                     COMP
 LF1475  NAD 83(2011) Y  - -4,864,388.832 (meters)                     COMP
 LF1475  NAD 83(2011) Z  -  4,084,461.584 (meters)                     COMP
 LF1475  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 LF1475
 LF1475  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1475  Standards:
 LF1475         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1475            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1475  -------------------------------------------------------------------
 LF1475  NETWORK    0.37   0.90           0.17   0.12   0.46      0.00905385
 LF1475  -------------------------------------------------------------------
 LF1475  Click here for local accuracies and other accuracy information.
 LF1475
 LF1475.This mark is at Brenner Field Airport (FNB)
 LF1475
 LF1475.The horizontal coordinates were established by GPS observations
 LF1475.and adjusted by the National Geodetic Survey in June 2012.
 LF1475
 LF1475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1475.been affixed to the stable North American tectonic plate. See 
 LF1475.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1475
 LF1475.The horizontal coordinates are valid at the epoch date displayed above
 LF1475.which is a decimal equivalence of Year/Month/Day.
 LF1475
 LF1475.The orthometric height was determined by GPS observations and a
 LF1475.high-resolution geoid model.
 LF1475
 LF1475.GPS derived orthometric heights for airport stations designated as
 LF1475.PACS or SACS are published to 2 decimal places.  This maintains
 LF1475.centimeter relative accuracy between the PACS and SACS.  It does
 LF1475.not indicate centimeter accuracy relative to other marks which are
 LF1475.part of the published vertical control network.
 LF1475
 LF1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1475.GEOID18 height accuracy estimate available here.
 LF1475
 LF1475.Click photographs - Photos may exist for this station.
 LF1475
 LF1475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1475
 LF1475.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1475
 LF1475.The ellipsoidal height was determined by GPS observations
 LF1475.and is referenced to NAD 83.
 LF1475
 LF1475. The following values were computed from the NAD 83(2011) position.
 LF1475
 LF1475;                    North         East     Units Scale Factor Converg.
 LF1475;SPC NE       -    36,339.841   876,173.701   MT  0.99996731   +2 55 25.7
 LF1475;SPC NE       -   119,224.96  2,874,579.88   sFT  0.99996731   +2 55 25.7
 LF1475;UTM  15      - 4,439,197.328   279,314.719   MT  1.00019958   -1 40 00.4
 LF1475
 LF1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1475!SPC NE       -   0.99995805  x   0.99996731  =   0.99992536
 LF1475!UTM  15      -   0.99995805  x   1.00019958  =   1.00015762
 LF1475
 LF1475:                Primary Azimuth Mark                     Grid Az
 LF1475:SPC NE       -  BRENNER                                  333 26 13.9
 LF1475:UTM  15      -  BRENNER                                  338 01 40.0
 LF1475
 LF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7931439197(NAD 83)
 LF1475
 LF1475|---------------------------------------------------------------------|
 LF1475| PID    Reference Object                     Distance      Geod. Az  |
 LF1475|                                                           dddmmss.s |
 LF1475| LF1474 BRENNER                             434.632 METERS 3362139.6 |
 LF1475|---------------------------------------------------------------------|
 LF1475
 LF1475                          SUPERSEDED SURVEY CONTROL
 LF1475
 LF1475  NAD 83(2007)-  40 04 26.94934(N)    095 35 16.82304(W) AD(2002.00) 0
 LF1475  ELLIP H (02/10/07)  267.446  (m)                       GP(2002.00)    
 LF1475  ELLIP H (12/12/01)  267.412  (m)                       GP(       ) 4 1
 LF1475  NAD 83(1995)-  40 04 26.94927(N)    095 35 16.82241(W) AD(       ) 1
 LF1475  ELLIP H (08/07/98)  267.522  (m)                       GP(       ) 4 1
 LF1475  NAD 83(1995)-  40 04 26.94915(N)    095 35 16.82244(W) AD(       ) 3
 LF1475  ELLIP H (08/18/97)  267.528  (m)                       GP(       ) 4 1
 LF1475  NAD 83(1986)-  40 04 26.95821(N)    095 35 16.82082(W) AD(       ) 3
 LF1475  NGVD 29 (02/23/90)  297.91   (m)  RAPSU86  model used  GPS OBS        
 LF1475
 LF1475.Superseded values are not recommended for survey control.
 LF1475
 LF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1475.See file dsdata.pdf to determine how the superseded data were derived.
 LF1475
 LF1475_MARKER: F = FLANGE-ENCASED ROD
 LF1475_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1475_STAMPING: BRENNER AZ MK 1989
 LF1475_MARK LOGO: NGS
 LF1475_PROJECTION: RECESSED 3 CENTIMETERS
 LF1475_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1475+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2021
 LF1475_ROD/PIPE-DEPTH: 14.1 meters
 LF1475_SLEEVE-DEPTH  : 0.95 meters
 LF1475
 LF1475  HISTORY     - Date     Condition        Report By
 LF1475  HISTORY     - 1989     MONUMENTED       NGS
 LF1475  HISTORY     - 19900823 GOOD             NGS
 LF1475  HISTORY     - 19950510 GOOD             NGS
 LF1475  HISTORY     - 19970515 GOOD             NGS
 LF1475  HISTORY     - 20100513 GOOD             INDIV
 LF1475  HISTORY     - 20211210 GOOD             NEGS
 LF1475
 LF1475                          STATION DESCRIPTION
 LF1475
 LF1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1475'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF FALLS CITY,
 LF1475'1.3 KM (0.80 MI) EAST OF US HIGHWAY 73 AND STATE HIGHWAY 4, AT THE
 LF1475'BRENNER FIELD AIRPORT, ON THE SOUTHEAST SIDE OF RUNWAY END 32.
 LF1475'OWNERSHIP--FALLS CITY AIRPORT AUTHORITY, P. O. BOX 414, FALLS CITY, NE
 LF1475'68355.  THE AIRPORT MANAGER IS PHIL CHAFFEY, TELEPHONE 402-245-3715.
 LF1475'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 73 AND STATE
 LF1475'HIGHWAYS 4 AND 8 IN FALLS CITY, 0.4 KM (0.25 MI) NORTH OF THE
 LF1475'COURTHOUSE, GO EAST ON 21ST STREET FOR 1.28 KM (0.80 MI) TO A FORK.
 LF1475'KEEP LEFT AND GO NORTH ON THE MAIN DIRT ROAD FOR 1.37 KM (0.85 MI) TO
 LF1475'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.24 KM
 LF1475'(0.15 MI) TO A FORK JUST BEFORE REACHING THE AIRPORT OFFICE.  BEAR
 LF1475'RIGHT AND GO NORTH FOR 0.08 KM (0.05 MI) TO A T-RAMP.  TURN LEFT AND
 LF1475'GO WEST ON THE RAMP AND APRON FOR .16 KM (0.10 MI) TO THE RAMP.  TURN
 LF1475'RIGHT ON THE RAMP TO THE JUNCTION WITH THE RUNWAY.  TURN LEFT  AND GO
 LF1475'SOUTHEAST ALONG THE RUNWAY FOR 0.40 KM (0.25 MI) TO THE RUNWAY END AND
 LF1475'THE STATION NEAR THE JUNCTION OF THE TURN-AROUND AND SOUTHEAST CORNER
 LF1475'OF THE RUNWAY END.
 LF1475'THE STATION IS 25.0 M (82.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE
 LF1475'OF RUNWAY END 32, 13.2 M (43.3 FT) EAST-NORTHEAST OF THE EAST 1 OF 4
 LF1475'RUNWAY END LIGHTS, 12.8 M (42.0 FT)  WEST-SOUTHWEST OF THE SOUTHEAST
 LF1475'END OF A METAL DRAIN PIPE AND 5.4 M (17.7 FT)  SOUTHEAST OF A
 LF1475'CARSONNITE WITNESS POST.
 LF1475'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 LF1475'DESCRIBED BY R.D.BALL
 LF1475
 LF1475                          STATION RECOVERY (1990)
 LF1475
 LF1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LF1475'THE STATION IS LOCATED AT BRENNER FIELD EAST OF RUNWAY END 32.  IT IS
 LF1475'84.2 FT (25.7 M) NORTHEASTERLY OF RUNWAY END 32 AND 21.9 FT (6.7 M)
 LF1475'SOUTHWEST OF THE EDGE OF THE PAVING.  THE STATION IS A STAINLESS STEEL
 LF1475'ROD SET WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS
 LF1475'STAMPED BRENNER AZ MK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 LF1475'HORIZONTAL (NOT VERTICAL) STABILITY.
 LF1475
 LF1475                          STATION RECOVERY (1995)
 LF1475
 LF1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1475'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF SALEM, 1.2 MI
 LF1475'(1.9 KM) NORTHEAST OF FALLS CITY AND AT BRENNER FIELD AIRPORT, NEAR
 LF1475'THE APPROACH END OF RUNWAY 32.  OWNERSHIP--FALLS CITY AIRPORT AIRPORT
 LF1475'AUTHORITY, PO BOX 414, FALLS CITY NE 68355.  AIRPORT MANAGER, PHIL
 LF1475'CHAFFEE, PHONE (402) 245-3715.  TO REACH THE STATION FROM THE JUNCTION
 LF1475'OF U.S. HIGHWAY 73, STATE HIGHWAY 8 WEST AND 21ST STREET EAST IN FALLS
 LF1475'CITY, GO EAST ON 21ST STREET FOR 0.8 MI (1.3 KM) TO A FORK, BEAR LEFT
 LF1475'AND GO NORTH ON THE MAIN GRAVEL ROAD FOR 0.85 MI (1.37 KM) TO A ROAD
 LF1475'LEFT, TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI
 LF1475'(0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM) TO
 LF1475'A T-JUNCTION AND THE AIRPORT OFFICE ON THE LEFT, TURN LEFT AND GO WEST
 LF1475'ACROSS THE APRON, THEN ON THE CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM)
 LF1475'TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.25 MI
 LF1475'(0.40 KM) TO THE RUNWAY END AND THE STATION ON THE LEFT.  THE STATION
 LF1475'IS 82.0 FT (25.0 M) NORTHEAST OF THE EXTENDED CENTER OF THE RUNWAY,
 LF1475'45.6 FT (13.9 M) SOUTHEAST OF THE TAXIWAY CENTER, 43.3 FT (13.2 M)
 LF1475'EAST-NORTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT, 42.0 FT
 LF1475'(12.8 M) WEST-SOUTHWEST OF THE SOUTHEAST END OF A CULVERT AND 10.5 FT
 LF1475'(3.2 M) SOUTHEAST OF A TAXIWAY MARKER AND A WITNESS POST.  THIS
 LF1475'STATION TO BE USED AS SACS.
 LF1475
 LF1475                          STATION RECOVERY (1997)
 LF1475
 LF1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1475'RECOVERED AS DESCRIBED
 LF1475
 LF1475                          STATION RECOVERY (2010)
 LF1475
 LF1475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF1475'RECOVERED IN GOOD CONDITION.
 LF1475
 LF1475                          STATION RECOVERY (2021)
 LF1475
 LF1475'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (TD)
 LF1475'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 73 AND NE. HIGHWAY 8 IN
 LF1475'FALLS CITY, NE., GO EAST ON 21ST STREET APPROXIMATELY 0.8 MI (1.3 KM)
 LF1475'TO A CURVE THAT GOES NORTH.  FOLLOW THE CURVE (652ND BLVD.) AND GO
 LF1475'APPROXIMATELY 0.80 MI (1.29 KM) TO THE ENTRANCE TO BRENNER AIRFIELD.
 LF1475'TURN LEFT AND GO WEST APPROXIMATELY 0.10 MI (0.16 KM) TO THE SOUTHWEST
 LF1475'CORNER OF THE PARKING AREA.  TURN RIGHT AND GO NORTH-NORTHWEST
 LF1475'APPROXIMATELY 0.10 MI (0.16 KM) TO A TAXIWAY T INTERSECTION.  TURN
 LF1475'LEFT AND GO WEST-SOUTHWEST ON A TAXIWAY TO THE RAMP.  GO SOUTHWEST
 LF1475'0.10 MI (0.16 KM) TO THE PARALLEL TAXIWAY, AT THE SOUTHWEST CORNER OF
 LF1475'THE RAMP.  FOLLOW THE PARALLEL TAXIWAY SOUTH TO THE CONNECTING
 LF1475'TAXIWAY.  TURN RIGHT (WSW) AND GO APPROXIMATELY 150' TO THE MARK ON
 LF1475'THE SOUTH SIDE OF THE CONNECTING TAXIWAY.  THE MARK IS 82.0 FT (25.0
 LF1475'M) NORTHEAST OF THE EXTENDED CENTERLINE OF MAIN RUNWAY, 20.8 FT (6.3
 LF1475'M) SOUTHEAST OF THE SOUTH EDGE OF THE CONNECTOR TAXIWAY AND 27.2 FT
 LF1475'(8.3 M) WEST-SOUTHWEST OF THE CENTER OF A 1.15' ROUND UTILITY COVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1384 ***********************************************************************
 LH1384  CBN         -  This is a Cooperative Base Network Control Station.
 LH1384  PACS        -  This is a Primary Airport Control Station.
 LH1384  DESIGNATION -  BREWSTER
 LH1384  PID         -  LH1384
 LH1384  STATE/COUNTY-  NE/PHELPS
 LH1384  COUNTRY     -  US
 LH1384  USGS QUAD   -  HOLDREGE EAST (2017)
 LH1384
 LH1384                         *CURRENT SURVEY CONTROL
 LH1384  ______________________________________________________________________
 LH1384* NAD 83(2011) POSITION- 40 27 03.48519(N) 099 20 17.77069(W)   ADJUSTED
 LH1384* NAD 83(2011) ELLIP HT-   678.189 (meters)        (06/27/12)   ADJUSTED
 LH1384* NAD 83(2011) EPOCH   -  2010.00
 LH1384* NAVD 88 ORTHO HEIGHT -   703.09  (meters)     2306.7   (feet) GPS OBS
 LH1384  ______________________________________________________________________
 LH1384  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1384  GEOID HEIGHT    -        -24.791 (meters)                     GEOID93
 LH1384  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 LH1384  NAD 83(2011) X  -   -788,741.545 (meters)                     COMP
 LH1384  NAD 83(2011) Y  - -4,796,466.821 (meters)                     COMP
 LH1384  NAD 83(2011) Z  -  4,116,658.211 (meters)                     COMP
 LH1384  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 LH1384
 LH1384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1384  Standards:
 LH1384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1384  -------------------------------------------------------------------
 LH1384  NETWORK    0.46   1.27           0.22   0.14   0.65     -0.01862216
 LH1384  -------------------------------------------------------------------
 LH1384  Click here for local accuracies and other accuracy information.
 LH1384
 LH1384.This mark is at Brewster Field Airport (HDE)
 LH1384
 LH1384.The horizontal coordinates were established by GPS observations
 LH1384.and adjusted by the National Geodetic Survey in June 2012.
 LH1384
 LH1384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1384.been affixed to the stable North American tectonic plate. See 
 LH1384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1384
 LH1384.The horizontal coordinates are valid at the epoch date displayed above
 LH1384.which is a decimal equivalence of Year/Month/Day.
 LH1384
 LH1384.The orthometric height was determined by GPS observations and a
 LH1384.high-resolution geoid model.
 LH1384
 LH1384.GPS derived orthometric heights for airport stations designated as
 LH1384.PACS or SACS are published to 2 decimal places.  This maintains
 LH1384.centimeter relative accuracy between the PACS and SACS.  It does
 LH1384.not indicate centimeter accuracy relative to other marks which are
 LH1384.part of the published vertical control network.
 LH1384
 LH1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1384.GEOID18 height accuracy estimate available here.
 LH1384
 LH1384.Click photographs - Photos may exist for this station.
 LH1384
 LH1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1384
 LH1384.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1384
 LH1384.The ellipsoidal height was determined by GPS observations
 LH1384.and is referenced to NAD 83.
 LH1384
 LH1384. The following values were computed from the NAD 83(2011) position.
 LH1384
 LH1384;                    North         East     Units Scale Factor Converg.
 LH1384;SPC NE       -    68,791.445   556,123.934   MT  0.99982650   +0 26 18.7
 LH1384;SPC NE       -   225,693.27  1,824,549.94   sFT  0.99982650   +0 26 18.7
 LH1384;UTM  14      - 4,477,867.159   471,316.225   MT  0.99961013   -0 13 10.1
 LH1384
 LH1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1384!SPC NE       -   0.99989362  x   0.99982650  =   0.99972014
 LH1384!UTM  14      -   0.99989362  x   0.99961013  =   0.99950380
 LH1384
 LH1384:                Primary Azimuth Mark                     Grid Az
 LH1384:SPC NE       -  BREWSTER AZ MK                           189 12 13.8
 LH1384:UTM  14      -  BREWSTER AZ MK                           189 51 42.6
 LH1384
 LH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7131677867(NAD 83)
 LH1384
 LH1384|---------------------------------------------------------------------|
 LH1384| PID    Reference Object                     Distance      Geod. Az  |
 LH1384|                                                           dddmmss.s |
 LH1384| LH1387 BREWSTER AZ MK                      498.424 METERS 1893832.5 |
 LH1384|---------------------------------------------------------------------|
 LH1384
 LH1384                          SUPERSEDED SURVEY CONTROL
 LH1384
 LH1384  NAD 83(2007)-  40 27 03.48512(N)    099 20 17.77133(W) AD(2002.00) 0
 LH1384  ELLIP H (02/10/07)  678.213  (m)                       GP(2002.00)    
 LH1384  ELLIP H (09/24/01)  678.194  (m)                       GP(       ) 4 1
 LH1384  NAD 83(1995)-  40 27 03.48488(N)    099 20 17.77079(W) AD(       ) B
 LH1384  ELLIP H (06/25/96)  678.251  (m)                       GP(       ) 1 1
 LH1384  NAD 83(1986)-  40 27 03.49145(N)    099 20 17.76444(W) AD(       ) 1
 LH1384  NGVD 29 (02/23/90)  702.74   (m)  RAPSU86  model used  GPS OBS        
 LH1384
 LH1384.Superseded values are not recommended for survey control.
 LH1384
 LH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1384.See file dsdata.pdf to determine how the superseded data were derived.
 LH1384
 LH1384_MARKER: F = FLANGE-ENCASED ROD
 LH1384_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1384_STAMPING: BREWSTER 1989
 LH1384_MARK LOGO: NGS
 LH1384_PROJECTION: RECESSED 6 CENTIMETERS
 LH1384_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1384+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2020
 LH1384_ROD/PIPE-DEPTH: 14.0 meters
 LH1384_SLEEVE-DEPTH  : 0.95 meters
 LH1384
 LH1384  HISTORY     - Date     Condition        Report By
 LH1384  HISTORY     - 1989     MONUMENTED       NGS
 LH1384  HISTORY     - 19890615 GOOD             NGS
 LH1384  HISTORY     - 19950727 GOOD             NGS
 LH1384  HISTORY     - 19970715 GOOD             NGS
 LH1384  HISTORY     - 20060621 GOOD             NEDA
 LH1384  HISTORY     - 20090819 GOOD             HWSCON
 LH1384  HISTORY     - 20180102 GOOD             NEGS
 LH1384  HISTORY     - 20200206 GOOD             NEGS
 LH1384
 LH1384                          STATION DESCRIPTION
 LH1384
 LH1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1384'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST-NORTHEAST OF
 LH1384'HOLDREGE, AT THE BREWSTER FIELD AIRPORT, 0.25 KM (0.15 MI) NORTHEAST
 LH1384'OF THE AIRPORT OFFICE, IN A GRASS MEDIAN BETWEEN RUNWAY 18-36 AND A
 LH1384'TAXIWAY.  OWNERSHIP--HOLDREGE AIRPORT AUTHORITY, BOX 436, HOLDREGE, NE
 LH1384'68949.  AIRPORT MANAGER IS STAN SCHUETT, TELEPHONE IS 308-995-8446.
 LH1384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 183,
 LH1384'IN THE SOUTHWEST SECTION OF HOLDREGE, GO EAST ON U.S. HIGHWAYS 6 AND
 LH1384'34, THROUGH TOWN, FOR 3.36 KM (2.10 MI) TO A PAVED CROSSROAD.  TURN
 LH1384'LEFT AND GO NORTH FOR 0.68 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE
 LH1384'RIGHT.  TURN RIGHT AND GO EAST FOR 0.10 KM (0.05 MI) TO A ROAD LEFT AT
 LH1384'SOME BULIDINGS.  TURN LEFT AND GO FOR 0.06 KM (0.05 MI) TO A GATE.
 LH1384'PASS THROUGH THE GATE, THEN TURN RIGHT AND GO ALONG A GRAVEL LANE
 LH1384'AROUND A HANGAR, THEN SOUTHEAST ACROSS AN APRON FOR 0.12 KM (0.05 MI)
 LH1384'TO A TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.30 KM
 LH1384'(0.20 MI) TO ITS JUNCTION WITH A RAMP TO RUNWAY 18-36 AND THE STATION
 LH1384'ON THE RIGHT.
 LH1384'THE STATION IS 46.4 M (152.2 FT) WEST OF THE RUNWAY CENTERLINE, 44.3 M
 LH1384'(145.3 FT) EAST OF THE TAXIWAY CENTERLINE, 9.8 M (32.2 FT) SOUTH OF
 LH1384'THE RAMP CENTERLINE AND 2.4 M (7.9 FT) SOUTHEAST OF RAMP LIGHT
 LH1384'--T44--.
 LH1384'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1384'DESCRIBED BY R.D.BALL.
 LH1384
 LH1384                          STATION RECOVERY (1989)
 LH1384
 LH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 LH1384'THE STATION IS LOCATED AT BREWSTER FIELD NEAR THE NORTHERNMOST
 LH1384'EAST-WEST TAXIWAY.  THE STATION IS 146.7 FT (44.7 M) EAST OF THE
 LH1384'NORTH-SOUTH TAXIWAY CENTERLINE, 118.5 FT (36.1 M) EAST OF THE EASTERLY
 LH1384'OF TWO TAXIWAY LIGHTS SET SIDE BY SIDE, 7.8 FT (2.4 M) SOUTHEAST OF
 LH1384'THE CENTER TAXIWAY LIGHT ON THE SOUTHSIDE OF THE EAST-WEST TAXIWAY,
 LH1384'44.4 FT (13.5 M) SOUTH OF THE CENTERLINE OF THE EAST-WEST TAXIWAY,
 LH1384'111.6 FT (34.0 M) NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE
 LH1384'TAXIWAY-RUNWAY INTERSECTION, AND 152.2 FT (46.4 M) WEST OF THE
 LH1384'CENTERLINE OF THE RUNWAY.  THE STATION IS A STAINLESS STEEL ROD SET IN
 LH1384'THE CENTER OF A 5 INCH LOGO CAP SET 0.4 FOOT (12.2 CM) BENEATH GROUND
 LH1384'LEVEL.  THE ROD IS 0.1 FOOT (3.0 CM) BENEATH THE CAP THE LOGO CAP IS
 LH1384'STAMPED BREWSTER 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 LH1384'HORIZONTAL (NOT VERTICAL) STABILITY.
 LH1384
 LH1384                          STATION RECOVERY (1995)
 LH1384
 LH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1384'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF FUNK,
 LH1384'1.8 MI (2.9 KM) EAST-NORTHEAST OF HOLDREDGE, AT THE BREWSTER FIELD
 LH1384'AIRPORT AND IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXIWAY JUST
 LH1384'SOUTH OF THE MIDFIELD CONNECTOR TAXIWAY.  OWNERSHIP--HOLDREDGE AIRPORT
 LH1384'AUTHORITY, RT 3, BOX 170, HOLDREGE NE 68949.  AIRPORT MANAGER IS STAN
 LH1384'SCHUETT, PHONE (308) 995-8446.  TO REACH THE STATION FROM THE JUNCTION
 LH1384'OF U.S. HIGHWAYS 6/34 AND 183, GO EAST ON U.S. HIGHWAYS 6/34 FOR 2.1
 LH1384'MI (3.4 KM) TO AN INTERSECTION, TURN LEFT AND GO NORTH ON A PAVED ROAD
 LH1384'FOR 0.4 MI (0.6 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 LH1384'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 LH1384'AHEAD AND A ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.05 MI (0.08 KM) TO
 LH1384'A GATE, PASS THROUGH THE GATE THEN TURN RIGHT AND GO ALONG A GRAVEL
 LH1384'LANE AROUND A HANGAR FOR 0.05 MI (0.08 KM) TO THE APRON, CONTINUE
 LH1384'AHEAD AND GO SOUTHEAST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO THE
 LH1384'INTERSECTION OF A CONNECTOR TAXIWAY AND THE PARALLEL TAXIWAY, TURN
 LH1384'LEFT AND GO NORTH ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 LH1384'STATION ON THE RIGHT.  THE STATION IS RECESSED 0.4 FT (12.2 CM), 152.2
 LH1384'FT (46.4 M) WEST OF THE RUNWAY CENTER, 145.3 FT (44.3 M) EAST OF THE
 LH1384'TAXIWAY CENTER, 32.2 FT (9.8 M) SOUTH OF THE CONNECTOR TAXIWAY CENTER
 LH1384'AND 7.5 FT (2.3 M) SOUTHEAST OF A TAXIWAY LIGHT.  NOTE--THIS STATION
 LH1384'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 LH1384'STATION.
 LH1384
 LH1384                          STATION RECOVERY (1997)
 LH1384
 LH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1384'RECOVERED AS DESCRIBED.
 LH1384
 LH1384                          STATION RECOVERY (2006)
 LH1384
 LH1384'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 LH1384'AIRPORT MANAGER IS LANNY LAMBRECHT. AIRPORT PHONE (308) 995-8446
 LH1384'LANNY'S CELL (DAY) (308) 991-3760, (NIGHT-HOME)(308) 876-2109
 LH1384
 LH1384                          STATION RECOVERY (2009)
 LH1384
 LH1384'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 LH1384'RECOVERED IN GOOD CONDITION.
 LH1384
 LH1384                          STATION RECOVERY (2018)
 LH1384
 LH1384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 LH1384'RECOVERED IN GOOD CONDITION.
 LH1384
 LH1384                          STATION RECOVERY (2020)
 LH1384
 LH1384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LH1384'TO REACH FROM THE U.S. HIGHWAY 6 AND U.S. HIGHWAY 183 INTERSECTION IN
 LH1384'HOLDREGE, NE., GO EAST ON US 6 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD P.
 LH1384'TURN LEFT (NORTH) AND GO APPROXIMATELY 0.43 MI (0.69 KM) TO AIRPORT
 LH1384'DRIVE ON THE RIGHT.
 LH1384'
 LH1384'THE STATION IS LOCATED AT BREWSTER FIELD AIRPORT NEAR THE NORTHERNMOST
 LH1384'EAST-WEST TAXIWAY AND 32.2 FT (9.8 M) SOUTH OF THE CENTERLINE OF THE
 LH1384'TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1387 ***********************************************************************
 LH1387  SACS        -  This is a Secondary Airport Control Station.
 LH1387  DESIGNATION -  BREWSTER AZ MK
 LH1387  PID         -  LH1387
 LH1387  STATE/COUNTY-  NE/PHELPS
 LH1387  COUNTRY     -  US
 LH1387  USGS QUAD   -  HOLDREGE EAST (2017)
 LH1387
 LH1387                         *CURRENT SURVEY CONTROL
 LH1387  ______________________________________________________________________
 LH1387* NAD 83(2011) POSITION- 40 26 47.55465(N) 099 20 21.31340(W)   ADJUSTED
 LH1387* NAD 83(2011) ELLIP HT-   677.983 (meters)        (06/27/12)   ADJUSTED
 LH1387* NAD 83(2011) EPOCH   -  2010.00
 LH1387* NAVD 88 ORTHO HEIGHT -   702.89  (meters)     2306.1   (feet) GPS OBS
 LH1387  ______________________________________________________________________
 LH1387  NAVD 88 orthometric height was determined with an earlier geoid model
 LH1387  GEOID HEIGHT    -        -24.890 (meters)                     GEOID18
 LH1387  NAD 83(2011) X  -   -788,875.641 (meters)                     COMP
 LH1387  NAD 83(2011) Y  - -4,796,767.720 (meters)                     COMP
 LH1387  NAD 83(2011) Z  -  4,116,284.102 (meters)                     COMP
 LH1387  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 LH1387
 LH1387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1387  Standards:
 LH1387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1387  -------------------------------------------------------------------
 LH1387  NETWORK    0.57   1.29           0.27   0.18   0.66     -0.01266537
 LH1387  -------------------------------------------------------------------
 LH1387  Click here for local accuracies and other accuracy information.
 LH1387
 LH1387.This mark is at Brewster Field Airport (HDE)
 LH1387
 LH1387.The horizontal coordinates were established by GPS observations
 LH1387.and adjusted by the National Geodetic Survey in June 2012.
 LH1387
 LH1387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1387.been affixed to the stable North American tectonic plate. See 
 LH1387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1387
 LH1387.The horizontal coordinates are valid at the epoch date displayed above
 LH1387.which is a decimal equivalence of Year/Month/Day.
 LH1387
 LH1387.The orthometric height was determined by GPS observations and a
 LH1387.high-resolution geoid model.
 LH1387
 LH1387.GPS derived orthometric heights for airport stations designated as
 LH1387.PACS or SACS are published to 2 decimal places.  This maintains
 LH1387.centimeter relative accuracy between the PACS and SACS.  It does
 LH1387.not indicate centimeter accuracy relative to other marks which are
 LH1387.part of the published vertical control network.
 LH1387
 LH1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1387.GEOID18 height accuracy estimate available here.
 LH1387
 LH1387.Click photographs - Photos may exist for this station.
 LH1387
 LH1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1387
 LH1387.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1387
 LH1387.The ellipsoidal height was determined by GPS observations
 LH1387.and is referenced to NAD 83.
 LH1387
 LH1387. The following values were computed from the NAD 83(2011) position.
 LH1387
 LH1387;                    North         East     Units Scale Factor Converg.
 LH1387;SPC NE       -    68,299.522   556,044.226   MT  0.99982791   +0 26 16.3
 LH1387;SPC NE       -   224,079.35  1,824,288.43   sFT  0.99982791   +0 26 16.3
 LH1387;UTM  14      - 4,477,376.291   471,230.892   MT  0.99961019   -0 13 12.3
 LH1387
 LH1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1387!SPC NE       -   0.99989366  x   0.99982791  =   0.99972158
 LH1387!UTM  14      -   0.99989366  x   0.99961019  =   0.99950389
 LH1387
 LH1387:                Primary Azimuth Mark                     Grid Az
 LH1387:SPC NE       -  BREWSTER                                 009 12 13.9
 LH1387:UTM  14      -  BREWSTER                                 009 51 42.5
 LH1387
 LH1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7123077376(NAD 83)
 LH1387
 LH1387|---------------------------------------------------------------------|
 LH1387| PID    Reference Object                     Distance      Geod. Az  |
 LH1387|                                                           dddmmss.s |
 LH1387| LH1384 BREWSTER                            498.424 METERS 0093830.2 |
 LH1387|---------------------------------------------------------------------|
 LH1387
 LH1387                          SUPERSEDED SURVEY CONTROL
 LH1387
 LH1387  NAD 83(2007)-  40 26 47.55459(N)    099 20 21.31404(W) AD(2002.00) 0
 LH1387  ELLIP H (02/10/07)  678.007  (m)                       GP(2002.00)    
 LH1387  ELLIP H (01/11/02)  677.988  (m)                       GP(       ) 4 2
 LH1387  NAD 83(1995)-  40 26 47.55435(N)    099 20 21.31350(W) AD(       ) 1
 LH1387  ELLIP H (09/18/97)  678.045  (m)                       GP(       ) 4 2
 LH1387  NAD 83(1995)-  40 26 47.55440(N)    099 20 21.31333(W) AD(       ) 3
 LH1387  ELLIP H (08/18/97)  678.031  (m)                       GP(       ) 4 1
 LH1387  NAD 83(1986)-  40 26 47.56060(N)    099 20 21.30744(W) AD(       ) 3
 LH1387  NGVD 29 (02/23/90)  702.53   (m)  RAPSU86  model used  GPS OBS        
 LH1387
 LH1387.Superseded values are not recommended for survey control.
 LH1387
 LH1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1387.See file dsdata.pdf to determine how the superseded data were derived.
 LH1387
 LH1387_MARKER: F = FLANGE-ENCASED ROD
 LH1387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1387_STAMPING: BREWSTER AZ MK 1989
 LH1387_MARK LOGO: NGS
 LH1387_PROJECTION: RECESSED 10 CENTIMETERS
 LH1387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1387+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2021
 LH1387_ROD/PIPE-DEPTH: 13.9 meters
 LH1387_SLEEVE-DEPTH  : 0.95 meters
 LH1387
 LH1387  HISTORY     - Date     Condition        Report By
 LH1387  HISTORY     - 1989     MONUMENTED       NGS
 LH1387  HISTORY     - 19890615 GOOD             NGS
 LH1387  HISTORY     - 19950727 GOOD             NGS
 LH1387  HISTORY     - 19970715 GOOD             NGS
 LH1387  HISTORY     - 20060621 GOOD             NEDA
 LH1387  HISTORY     - 20090819 GOOD             HWSCON
 LH1387  HISTORY     - 20210922 GOOD             NEGS
 LH1387
 LH1387                          STATION DESCRIPTION
 LH1387
 LH1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1387'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST-NORTHEAST OF
 LH1387'HOLDREGE, AT THE BREWSTER FIELD AIRPORT, IN A GRASS MEDIAN BETWEEN
 LH1387'RUNWAY 18-36 AND A TAXIWAY.  OWNERSHIP--HOLDREGE AIRPORT AUTHORITY,
 LH1387'BOX 436, HOLDREGE, NE 68949.  AIRPORT MANAGER IS STAN SCHUETT,
 LH1387'TELEPHONE IS 308-995-8446.
 LH1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 183,
 LH1387'IN THE SOUTHWEST SECTION OF HOLDREGE, GO EAST ON U.S. HIGHWAYS 6 AND
 LH1387'34, THROUGH TOWN, FOR 3.36 KM (2.10 MI) TO A PAVED CROSSROAD.  TURN
 LH1387'LEFT AND GO NORTH FOR 0.68 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE
 LH1387'RIGHT.  TURN RIGHT AND GO EAST FOR 0.10 KM (0.05 MI) TO A ROAD LEFT AT
 LH1387'SOME BULIDINGS.  TURN LEFT AND GO FOR 0.06 KM (0.05 MI) TO A GATE.
 LH1387'PASS THROUGH THE GATE, THEN TURN RIGHT AND GO ALONG A GRAVEL LANE
 LH1387'AROUND A HANGAR, THEN SOUTHEAST ACROSS AN APRON FOR 0.12 KM (0.05 MI)
 LH1387'TO A TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.25 KM
 LH1387'(0.15 MI) TO THE JUNCTION WITH A RAMP TO RUNWAY END 36 AND THE STATION
 LH1387'ON THE LEFT.
 LH1387'THE STATION IS 46.7 M (153.2 FT) WEST OF THE RUNWAY CENTERLINE, 43.4 M
 LH1387'(142.4 FT) EAST OF THE TAXIWAY CENTERLINE, 10.8 M (35.4 FT) NORTH OF
 LH1387'THE TAXIWAY CENTERLINE AT THE HOLDING BARS AND 3.2 M (10.5 FT)
 LH1387'NORTHEAST OF TAXIWAY LIGHT --T14--.
 LH1387'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1387'DESCRIBED BY R.D.BALL.
 LH1387
 LH1387                          STATION RECOVERY (1989)
 LH1387
 LH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1387'THE STATION IS LOCATED AT BREWSTER FIELD NEAR RUNWAY END 36.  THE
 LH1387'STATION IS 115.4 FT (35.2 M) WEST OF THE FIRST RUNWAY LIGHT NORTH OF
 LH1387'THE RUNWAY END AND ON THE WEST SIDE, 63.5 FT (19.4 M) NORTHWEST OF THE
 LH1387'TAXIWAY LIGHT WEST OF THE WESTERLY EDGE OF THE RUNWAY AND NORTH OF THE
 LH1387'TAXIWAY, 35.4 FT (10.8 M) NORTH OF THE CENTERLINE OF THE TAXIWAY AT
 LH1387'THE HOLDBAR, 142.4 FT (43.4 M) EAST OF THE CENTERLINE OF THE
 LH1387'NORTH-SOUTH TAXIWAY, 153.2 FT (46.7 M) WEST OF THE CENTERLINE OF THE
 LH1387'RUNWAY, AND 10.5 FT (3.2 M) NORTHEAST OF THE CENTER TAXIWAY LIGHT.
 LH1387'THE STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A 5 INCH
 LH1387'LOGO CAP, 0.3 FOOT (9.1 CM) BENEATH THE GROUND LEVEL.  THE STATION IS
 LH1387'0.2 FOOT (6.1 CM) BENEATH THE LOGO CAP WHICH IS STAMPED BREWSTER AZ MK
 LH1387'1989.  NOTE,1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 LH1387'VERTICAL) STABILITY.
 LH1387
 LH1387                          STATION RECOVERY (1995)
 LH1387
 LH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1387'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF FUNK,
 LH1387'1.8 MI (2.9 KM) EAST-NORTHEAST OF HOLDREGE, AT THE BREWSTER FIELD
 LH1387'AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXIWAY NEAR THE
 LH1387'APPROACH END OF RUNWAY 36.  OWNERSHIP--HOLDREDGE AIRPORT AUTHORITY, RT
 LH1387'3, BOX 170, HOLDREGE NE 68949.  AIRPORT MANAGER IS STAN SCHUETT, PHONE
 LH1387'(308) 995-8446.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 LH1387'6/34 AND 183, GO EAST ON US HIGHWAYS 6/34 FOR 2.1 MI (3.4 KM) TO AN
 LH1387'INTERSECTION, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.4 MI (0.6
 LH1387'KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 LH1387'ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE AHEAD AND A ROAD
 LH1387'LEFT, TURN LEFT AND GO NORTH FOR 0.05 MI (0.08 KM) TO A GATE, PASS
 LH1387'THROUGH THE GATE THEN TURN RIGHT AND GO ALONG A GRAVEL LANE AROUND A
 LH1387'HANGAR FOR 0.05 MI (0.08 KM) TO THE APRON, CONTINUE AHEAD AND GO
 LH1387'SOUTHEAST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO THE INTERSECTION
 LH1387'OF A CONNECTOR TAXIWAY AND THE PARALLEL TAXIWAY, TURN RIGHT AND GO
 LH1387'SOUTH ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON
 LH1387'THE LEFT.  THE STATION IS RECESSED 12 CM BELOW GROUND.  LOCATED 153.2
 LH1387'FT (46.7 M) WEST OF THE RUNWAY CENTER, 144.1 FT (43.9 M) EAST OF THE
 LH1387'TAXIWAY CENTER, 35.4 FT (10.8 M) NORTH OF THE CONNECTOR TAXIWAY CENTER
 LH1387'AND 10.7 FT (3.3 M) NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO BE
 LH1387'USED AS SACS.
 LH1387
 LH1387                          STATION RECOVERY (1997)
 LH1387
 LH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1387'RECOVERED AS DESCRIBED
 LH1387
 LH1387                          STATION RECOVERY (2006)
 LH1387
 LH1387'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 LH1387'AIRPORT MANAGER IS LANNY LAMBRECHT. AIRPORT PHONE (308) 995-8446
 LH1387'LANNY'S CELL (DAY) (308) 991-3760, (NIGHT-HOME)(308) 876-2109
 LH1387
 LH1387                          STATION RECOVERY (2009)
 LH1387
 LH1387'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 LH1387'RECOVERED IN GOOD CONDITION.
 LH1387
 LH1387                          STATION RECOVERY (2021)
 LH1387
 LH1387'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 LH1387'THE 1995 STATION RECOVERY IS STILL USEABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0677 ***********************************************************************
 NP0677  DESIGNATION -  BRICKNER
 NP0677  PID         -  NP0677
 NP0677  STATE/COUNTY-  NE/DAWES
 NP0677  COUNTRY     -  US
 NP0677  USGS QUAD   -  HAY SPRINGS CREEK (2017)
 NP0677
 NP0677                         *CURRENT SURVEY CONTROL
 NP0677  ______________________________________________________________________
 NP0677* NAD 83(1995) POSITION- 42 43 06.13176(N) 102 50 36.35547(W)   ADJUSTED
 NP0677* NAVD 88 ORTHO HEIGHT -  1302.    (meters)     4272.    (feet) SCALED
 NP0677  ______________________________________________________________________
 NP0677  GEOID HEIGHT    -        -17.945 (meters)                     GEOID18
 NP0677  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 NP0677  HORZ ORDER      -  FIRST
 NP0677
 NP0677.The horizontal coordinates were established by classical geodetic methods
 NP0677.and adjusted by the National Geodetic Survey in August 1997.
 NP0677
 NP0677.The orthometric height was scaled from a topographic map.
 NP0677
 NP0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0677.GEOID18 height accuracy estimate available here.
 NP0677
 NP0677.Click photographs - Photos may exist for this station.
 NP0677
 NP0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0677
 NP0677. The following values were computed from the NAD 83(1995) position.
 NP0677
 NP0677;                    North         East     Units Scale Factor Converg.
 NP0677;SPC NE       -   324,166.049   267,156.901   MT  0.99988306   -1 53 03.6
 NP0677;SPC NE       - 1,063,534.78    876,497.27   sFT  0.99988306   -1 53 03.6
 NP0677;UTM  13      - 4,731,796.036   676,582.362   MT  0.99998363   +1 27 48.2
 NP0677
 NP0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0677!SPC NE       -   0.99979873  x   0.99988306  =   0.99968181
 NP0677!UTM  13      -   0.99979873  x   0.99998363  =   0.99978236
 NP0677
 NP0677:                Primary Azimuth Mark                     Grid Az
 NP0677:SPC NE       -  BRICKNER AZ MK 2                         189 22 05.9
 NP0677:UTM  13      -  BRICKNER AZ MK 2                         186 01 14.1
 NP0677
 NP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7658231796(NAD 83)
 NP0677
 NP0677|---------------------------------------------------------------------|
 NP0677| PID    Reference Object                     Distance      Geod. Az  |
 NP0677|                                                           dddmmss.s |
 NP0677| NP0673 HAYSPRINGS HS BLDG CHIMNEY          APPROX.13.2 KM 1045759.3 |
 NP0677| NP0672 HAYSPRINGS MUNICIPAL TANK           APPROX.13.1 KM 1050155.7 |
 NP0677| NP0670 HAYSPRINGS CONG CHURCH STEEPLE      APPROX.13.0 KM 1055154.7 |
 NP0677| NP0671 HAYSPRINGS METH CHURCH STEEPLE      APPROX.13.1 KM 1060444.2 |
 NP0677| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.14.1 KM 1214949.4 |
 NP0677| CP8865 BRICKNER AZ MK 2                                   1872902.3 |
 NP0677| CP8866 BRICKNER RM 1                        19.562 METERS 19512     |
 NP0677| CP8867 BRICKNER RM 2                        29.184 METERS 32733     |
 NP0677| CP8864 BRICKNER AZ MK                                     3374640.8 |
 NP0677|---------------------------------------------------------------------|
 NP0677
 NP0677                          SUPERSEDED SURVEY CONTROL
 NP0677
 NP0677  NAD 83(1993)-  42 43 06.13033(N)    102 50 36.35646(W) AD(       ) 1
 NP0677  NAD 83(1986)-  42 43 06.12319(N)    102 50 36.34888(W) AD(       ) 1
 NP0677  NAD 27      -  42 43 06.22600(N)    102 50 34.72600(W) AD(       ) 1
 NP0677
 NP0677.Superseded values are not recommended for survey control.
 NP0677
 NP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0677.See file dsdata.pdf to determine how the superseded data were derived.
 NP0677
 NP0677_MARKER: DS = TRIANGULATION STATION DISK
 NP0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0677_STAMPING: BRICKNER 1934
 NP0677_MARK LOGO: CGS
 NP0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0677+STABILITY: SURFACE MOTION
 NP0677
 NP0677  HISTORY     - Date     Condition        Report By
 NP0677  HISTORY     - 1934     MONUMENTED       CGS
 NP0677  HISTORY     - 1968     GOOD             CGS
 NP0677  HISTORY     - 1968     GOOD             CGS
 NP0677
 NP0677                          STATION DESCRIPTION
 NP0677
 NP0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0677'STATION IS LOCATED ABOUT 12-1/2 MILES SE OF CHADRON AND IS ON
 NP0677'THE NE END OF A HIGH HILL, LOCALLY KNOWN AS BEARTAIL BUTTE.
 NP0677'IT IS IN NE 1/4 OF SE, 1/4 OF SEC. 28, T 32 N, R 47 W, AND ON
 NP0677'LAND OWNED BY HARRY BRICKNER, WHOSE HOUSE AND BUILDINGS ARE ABOUT
 NP0677'1/2 MILE N OF THE STATION.
 NP0677'
 NP0677'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0677'DISKS SET IN CONCRETE.
 NP0677'
 NP0677'STATION MARK PROJECTS 5 INCHES.
 NP0677'
 NP0677'REFERENCE MARK NO. 1 IS SSW, AND NO. 2 IS NW OF THE STATION.
 NP0677'BOTH MARKS PROJECT 4 INCHES.
 NP0677'
 NP0677'AZIMUTH MARK PROJECTS 5 INCHES AND IS NNW OF THE STATION.  IT
 NP0677'IS 2-1/2 FEET E OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF A N-S
 NP0677'ROAD, 8-1/2 FEET E OF THE CENTER LINE OF THE SAME ROAD AND 12
 NP0677'FEET SE OF A CATTLE GUARD ON THE ABOVE-MENTIONED ROAD.
 NP0677'
 NP0677'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO E
 NP0677'ON U.S. HIGHWAY 20, 10.0 MILES TO AN UNDERPASS UNDER THE
 NP0677'C AND N.W. RAILROAD.  CONTINUE ON HIGHWAY 20, 1.8 MILES TO A
 NP0677'POINT WHERE HIGHWAY TURNS SHARP RIGHT.  (THERE IS A LARGE, RED
 NP0677'BARN, WITH HARVEY ANDERSON PAINTED ON IT ABOUT 1/4 MILE E
 NP0677'OF THIS POINT).  CONTINUE 0.2 MILE TO A POINT WHERE HIGHWAY NO.
 NP0677'20 TURNS SHARP LEFT.  HERE LEAVE NO. 20, CONTINUE STRAIGHT
 NP0677'AHEAD ON GRADED DIRT ROAD AND FOLLOW IT IN A GENERAL
 NP0677'SOUTHWESTERLY DIRECTION 2.3 MILES TO A CATTLE GUARD.  CROSS
 NP0677'GUARD AND CONTINUE ON MAIN ROAD 1.6 MILES TO BEARTAIL SCHOOL, A
 NP0677'WHITE BUILDING ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON
 NP0677'MAIN ROAD 0.8 MILE TO A T-INTERSECTION.  HERE TURN LEFT, S
 NP0677'AND GO 0.6 MILE TO THE SW TOE OF BEARTAIL BUTTE.  HERE LEAVE
 NP0677'ROAD, TURN BACK SHARP LEFT AND GO 0.1 MILE UP SLOPE TO TOP OF
 NP0677'BUTTE AND STATION.
 NP0677'
 NP0677'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0677'
 NP0677'NOTE--THE LINE TO STATION, CHADRON, BARELY CLEARS A
 NP0677'TREE-COVERED RIDGE ABOUT 3 MILES NW OF THIS STATION.  IF THESE
 NP0677'STATIONS ARE REOCCUPIED AND IT IS DESIRED TO OBSERVE THIS LINE,
 NP0677'15-FOOT TOWERS SHOULD BE ERECTED AT EACH STATION
 NP0677
 NP0677                          STATION RECOVERY (1968)
 NP0677
 NP0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0677'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NP0677'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 NP0677'WAS SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED THE MARK WAS
 NP0677'DESTROYED BY ROAD CONSTRUCTION.  A SHORTER DISTANCE WAS FOUND
 NP0677'IN THE MEASUREMENTS TO THE REFERENCE MARKS BUT THE DIRECTION WAS
 NP0677'FOUND TO BE CORRECT.
 NP0677'
 NP0677'A NEW AZIMUTH MARK WAS SET.
 NP0677'
 NP0677'FOLLOWING IS A NEW DESCRIPTION.
 NP0677'
 NP0677'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION OF
 NP0677'MAIN STREET AND 3RD STREET IN SHADRON, GO EAST ON U.S. HIGHWAY
 NP0677'20 FOR 12.3 MILES TO A SIDE ROAD ON THE RIGHT (ABOUT 0.15 MILE
 NP0677'EAST OF A LARGE RED BARN ON THE NORTH SIDE OF HIGHWAY).
 NP0677'TURN RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 1.0 MILE TO
 NP0677'A CATTLE GUARD.  CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD
 NP0677'FOR 1.55 MILES TO A CATTLE GUARD AND A ROAD LEADING SOUTH.
 NP0677'CONTINUE STRAIGHT AHEAD AND CONTINUE WESTERLY FOLLOWING THE
 NP0677'MAIN TRAVELED ROAD FOR 1.55 MILES TO CATTLE GUARDS ON BOTHS
 NP0677'SIDES OF THE ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 NP0677'FOR 0.8 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.
 NP0677'PASS THROUGH THE GATE AND GO NORTHERLY ACROSS PASTURE FOR
 NP0677'0.35 MILE TO HIGHEST POINT OF HILL AND THE STATION.
 NP0677'
 NP0677'STATION MARK, A STANDARD DISK STAMPED BRICKNER 1934, IS SET IN
 NP0677'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 NP0677'IS ABOUT 1/4 MILE SOUTH OF THE RANCH HOUSE OF MR. WAYNE R.
 NP0677'BRICKNER, 10.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 NP0677'CONCRETE FOUNDATION, AND 7.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NP0677'CORNER OF THE FOUNDATION.  THE UNDERGROUND MARK WAS NOT
 NP0677'INSPECTED.
 NP0677'
 NP0677'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRICKNER NO. 1
 NP0677'1934 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NP0677'6 INCHES.
 NP0677'
 NP0677'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRICKNER NO. 2
 NP0677'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NP0677'5 INCHES.
 NP0677'
 NP0677'AZIMUTH MARK, A STANDARD DISK STAMPED BRICKNER 1934 1968, IS SET
 NP0677'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NP0677'SURFACE OF THE GROUND.  IT IS 34.5 FEET EAST OF THE CENTER OF
 NP0677'ROAD, 5.5 FEET NORTH OF THE NORTH GATE POST FOR THE WIRE
 NP0677'GATE, 1 FOOT EAST OF A METAL WITNESS POST, AND 0.5 FEET EAST OF
 NP0677'A FENCE.
 NP0677'
 NP0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NP0677'WSW OF HAY SPRINGS.
 NP0677
 NP0677                          STATION RECOVERY (1968)
 NP0677
 NP0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0677'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NP0677'AS DESCRIBED.  AZIMUTH MARK NOT FOUND.  (AZ. MK. RESET BY USC AND
 NP0677'GS IN 1968).
 NP0677'
 NP0677'OLD DESCRIPTION ADEQUATE.
 NP0677'
 NP0677'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0384 ***********************************************************************
 NO0384  DESIGNATION -  BRIDGE
 NO0384  PID         -  NO0384
 NO0384  STATE/COUNTY-  NE/BROWN
 NO0384  COUNTRY     -  US
 NO0384  USGS QUAD   -  JOHNSTOWN (2017)
 NO0384
 NO0384                         *CURRENT SURVEY CONTROL
 NO0384  ______________________________________________________________________
 NO0384* NAD 83(1995) POSITION- 42 34 24.07395(N) 100 04 45.60546(W)   ADJUSTED
 NO0384* NAVD 88 ORTHO HEIGHT -   801.    (meters)     2628.    (feet) SCALED
 NO0384  ______________________________________________________________________
 NO0384  GEOID HEIGHT    -        -22.257 (meters)                     GEOID18
 NO0384  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 NO0384  HORZ ORDER      -  THIRD
 NO0384
 NO0384.The horizontal coordinates were established by classical geodetic methods
 NO0384.and adjusted by the National Geodetic Survey in August 1997.
 NO0384
 NO0384.The orthometric height was scaled from a topographic map.
 NO0384
 NO0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0384.GEOID18 height accuracy estimate available here.
 NO0384
 NO0384.Click photographs - Photos may exist for this station.
 NO0384
 NO0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0384
 NO0384. The following values were computed from the NAD 83(1995) position.
 NO0384
 NO0384;                    North         East     Units Scale Factor Converg.
 NO0384;SPC NE       -   304,232.909   493,487.474   MT  0.99983244   -0 03 09.3
 NO0384;SPC NE       -   998,137.47  1,619,050.15   sFT  0.99983244   -0 03 09.3
 NO0384;UTM  14      - 4,714,002.740   411,418.510   MT  0.99969654   -0 43 48.9
 NO0384
 NO0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0384!SPC NE       -   0.99987784  x   0.99983244  =   0.99971030
 NO0384!UTM  14      -   0.99987784  x   0.99969654  =   0.99957441
 NO0384
 NO0384:                Primary Azimuth Mark                     Grid Az
 NO0384:SPC NE       -  BRIDGE AZ MK                             096 47 07.4
 NO0384:UTM  14      -  BRIDGE AZ MK                             097 27 47.0
 NO0384
 NO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1141814002(NAD 83)
 NO0384
 NO0384|---------------------------------------------------------------------|
 NO0384| PID    Reference Object                     Distance      Geod. Az  |
 NO0384|                                                           dddmmss.s |
 NO0384| CO2330 BRIDGE RM 1                           9.228 METERS 08051     |
 NO0384| NO0385 JOHNSTOWN METH CHURCH CROSS         APPROX. 1.8 KM 0913821.0 |
 NO0384| CO2329 BRIDGE AZ MK                                       0964358.1 |
 NO0384| CO2331 BRIDGE RM 2                           7.144 METERS 25954     |
 NO0384| NO0383 BRIDGE 2                             66.330 METERS 33111     |
 NO0384|---------------------------------------------------------------------|
 NO0384
 NO0384                          SUPERSEDED SURVEY CONTROL
 NO0384
 NO0384  NAD 83(1986)-  42 34 24.08090(N)    100 04 45.62029(W) AD(       ) 3
 NO0384  NAD 27      -  42 34 24.08000(N)    100 04 44.15400(W) AD(       ) 3
 NO0384
 NO0384.Superseded values are not recommended for survey control.
 NO0384
 NO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0384.See file dsdata.pdf to determine how the superseded data were derived.
 NO0384
 NO0384_MARKER: DS = TRIANGULATION STATION DISK
 NO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0384_STAMPING: BRIDGE 1949
 NO0384_MARK LOGO: CGS
 NO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0384+STABILITY: SURFACE MOTION
 NO0384
 NO0384  HISTORY     - Date     Condition        Report By
 NO0384  HISTORY     - 1949     MONUMENTED       CGS
 NO0384  HISTORY     - 1960     GOOD             CGS
 NO0384
 NO0384                          STATION DESCRIPTION
 NO0384
 NO0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0384'THE STATION IS LOCATED 1.3 MILES WEST OF JOHNSTOWN, AT THE
 NO0384'BRIDGE WHERE U.S. HIGHWAY 20 CROSSES OVER THE NORTHWESTERN
 NO0384'RAILROAD.  IT IS SITUATED 27.5 FEET WEST OF THE NORTHWEST
 NO0384'CORNER OF THE BRIDGE AND 6 FEET SOUTHWEST OF A FENCE CORNER.
 NO0384'THE MARK IS STAMPED BRIDGE 1949 AND PROJECTS 3 INCHES.
 NO0384'
 NO0384'REFERENCE MARK NO. 1 IS 6 INCHES BELOW THE ELEVATION OF THE
 NO0384'STATION.  IT IS STAMPED BRIDGE NO 1 1949 AND PROJECTS 4 INCHES.
 NO0384'
 NO0384'REFERENCE MARK NO. 2 IS 18 INCHES BELOW THE ELEVATION OF THE
 NO0384'STATION.  IT IS STAMPED BRIDGE NO 2 1949 AND PROJECTS 3 INCHES.
 NO0384'
 NO0384'THE AZIMUTH MARK IS LOCATED 0.3 MILE WEST OF JOHNSTOWN ON THE
 NO0384'RIGHT-OF-WAY BETWEEN THE HIGHWAY AND THE RAILROAD.  IT IS
 NO0384'SITUATED 32 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 5
 NO0384'FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 18 INCHES
 NO0384'SOUTH-SOUTHWEST OF A WITNESS POST.  THE MARK IS STAMPED BRIDGE
 NO0384'1949 AND PROJECTS 4 INCHES.
 NO0384'
 NO0384'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0384'GO WEST ON U.S. HIGHWAY 20 FOR 0.3 MILE TO THE AZIMUTH MARK
 NO0384'ON THE LEFT, CONTINUE WEST ON THE HIGHWAY FOR 1.0 MILE TO THE
 NO0384'BRIDGE AND THE STATION AS DESCRIBED.
 NO0384'
 NO0384'A 74 FOOT SIGNAL AT AINSPORT IS VISIBLE AT 4 FEET.
 NO0384'
 NO0384'A 4 FOOT SIGNAL AT KELLER (USGS) IS VISIBLE AT 4 FEET.
 NO0384'
 NO0384'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0384
 NO0384                          STATION RECOVERY (1960)
 NO0384
 NO0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0384'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NO0384'RECOVERED IN GOOD CONDITION.  THE EARTH APPROACHES FOR THE
 NO0384'OVERPASS ON WHICH THE STATION AND REFERENCE MARKS ARE LOCATED,
 NO0384'ARE BEING REMOVED.  ALL MARKS WERE MOVED AND STATION BRIDGE
 NO0384'2 WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF BRIDGE 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0383 ***********************************************************************
 NO0383  DESIGNATION -  BRIDGE 2
 NO0383  PID         -  NO0383
 NO0383  STATE/COUNTY-  NE/BROWN
 NO0383  COUNTRY     -  US
 NO0383  USGS QUAD   -  JOHNSTOWN (2017)
 NO0383
 NO0383                         *CURRENT SURVEY CONTROL
 NO0383  ______________________________________________________________________
 NO0383* NAD 83(1995) POSITION- 42 34 25.95743(N) 100 04 47.00718(W)   NO CHECK
 NO0383* NAVD 88 ORTHO HEIGHT -   801.    (meters)     2628.    (feet) SCALED
 NO0383  ______________________________________________________________________
 NO0383  GEOID HEIGHT    -        -22.258 (meters)                     GEOID18
 NO0383  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 NO0383  HORZ ORDER      -  THIRD
 NO0383
 NO0383.The horizontal coordinates were established by classical geodetic methods
 NO0383.and adjusted by the National Geodetic Survey in August 1997.
 NO0383
 NO0383.No horizontal observational check was made to the station.
 NO0383
 NO0383.The orthometric height was scaled from a topographic map.
 NO0383
 NO0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0383.GEOID18 height accuracy estimate available here.
 NO0383
 NO0383.Click photographs - Photos may exist for this station.
 NO0383
 NO0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0383
 NO0383. The following values were computed from the NAD 83(1995) position.
 NO0383
 NO0383;                    North         East     Units Scale Factor Converg.
 NO0383;SPC NE       -   304,291.047   493,455.565   MT  0.99983261   -0 03 10.2
 NO0383;SPC NE       -   998,328.21  1,618,945.47   sFT  0.99983261   -0 03 10.2
 NO0383;UTM  14      - 4,714,061.243   411,387.295   MT  0.99969661   -0 43 49.9
 NO0383
 NO0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0383!SPC NE       -   0.99987784  x   0.99983261  =   0.99971047
 NO0383!UTM  14      -   0.99987784  x   0.99969661  =   0.99957448
 NO0383
 NO0383:                Primary Azimuth Mark                     Grid Az
 NO0383:SPC NE       -  BRIDGE 2 AZ MK                           100 02 21.4
 NO0383:UTM  14      -  BRIDGE 2 AZ MK                           100 43 01.1
 NO0383
 NO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1138714061(NAD 83)
 NO0383
 NO0383|---------------------------------------------------------------------|
 NO0383| PID    Reference Object                     Distance      Geod. Az  |
 NO0383|                                                           dddmmss.s |
 NO0383| CO2333 BRIDGE 2 RM 3                        17.800 METERS 00010     |
 NO0383| CO2334 BRIDGE 2 RM 4                                      06715     |
 NO0383| NO0385 JOHNSTOWN METH CHURCH CROSS         APPROX. 1.9 KM 0932259.4 |
 NO0383| CO2329 BRIDGE AZ MK                                       0984404.7 |
 NO0383| CO2332 BRIDGE 2 AZ MK                                     0995911.2 |
 NO0383| NO0384 BRIDGE                               66.330 METERS 15111     |
 NO0383|---------------------------------------------------------------------|
 NO0383
 NO0383                          SUPERSEDED SURVEY CONTROL
 NO0383
 NO0383  NAD 83(1986)-  42 34 25.96438(N)    100 04 47.02201(W) AD(       ) 3
 NO0383  NAD 27      -  42 34 25.96400(N)    100 04 45.55600(W) AD(       ) 3
 NO0383
 NO0383.Superseded values are not recommended for survey control.
 NO0383
 NO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0383.See file dsdata.pdf to determine how the superseded data were derived.
 NO0383
 NO0383_MARKER: DS = TRIANGULATION STATION DISK
 NO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0383_STAMPING: BRIDGE 2 1960
 NO0383_MARK LOGO: CGS
 NO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0383+STABILITY: SURFACE MOTION
 NO0383
 NO0383  HISTORY     - Date     Condition        Report By
 NO0383  HISTORY     - 1960     MONUMENTED       CGS
 NO0383  HISTORY     - 1967     GOOD             USAF
 NO0383
 NO0383                          STATION DESCRIPTION
 NO0383
 NO0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0383'STATION IS LOCATED ABOUT 12 MILES WEST OF AINSWORTH, ABOUT 1
 NO0383'AND 1/4 MILES WEST OF THE SMALL TOWN OF JOHNSTOWN, AND 1/4
 NO0383'MILE WEST OF WHERE U.S. HIGHWAY 20 CROSSES THE CHICAGO AND
 NO0383'NORTHWESTERN RAILROAD TRACKS ON A SAND RIDGE NEAR THE CENTER
 NO0383'OF SEC. 13, T 30 N., R 24 W., ABOUT 250 FEET NORTH OF THE
 NO0383'CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 112 FEET
 NO0383'WEST-SOUTHWEST OF A TELEPHONE POLE, 58 FEET SOUTH OF A TELEPHONE
 NO0383'POLE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE
 NO0383'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRIDGE 2
 NO0383'1960.
 NO0383'
 NO0383'TO REACH THE STATION FROM THE NEW BROWN COUNTY COURTHOUSE IN
 NO0383'AINSWORTH, GO WEST ON U.S. HIGHWAY 20 FOR 11.0 MILES TO THE
 NO0383'WEST SIDE OF JOHNSTOWN AND THE AZIMUTH ON THE LEFT AS DESCRIBED.
 NO0383'CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.8 MILE TO WHERE THE
 NO0383'HIGHWAY CROSSES THE RAILROAD TRACKS.  THE STATION IS 0.25 MILE
 NO0383'WEST OF THIS CROSSING ON THE NORTH SIDE OF THE TRACKS AS
 NO0383'DESCRIBED.
 NO0383'
 NO0383'REFERENCE MARK NO. 3 IS 58.30 FEET NORTH OF THE STATION AND
 NO0383'3.5 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES
 NO0383'AND THE DISK IS STAMPED BRIDGE 2 NO 3 1960.
 NO0383'
 NO0383'REFERENCE MARK NO. 4 IS 108.96 FEET (SLOPE) EAST-NORTHEAST
 NO0383'OF THE STATION AND 3.5 FEET WEST OF A TELEPHONE POLE.  THE
 NO0383'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRIDGE 2 NO 4
 NO0383'1960.
 NO0383'
 NO0383'AZIMUTH MARK IS 1.1 MILES EAST OF THE STATION, ABOUT 200 YARDS
 NO0383'WEST OF THE RAILROAD STATION AT JOHNSTOWN, 67 FEET NORTHWEST OF
 NO0383'A SWITCH SIGNAL FOR SIDING ON THE RAILROAD, 58 FEET NORTH OF
 NO0383'THE NORTH RAIL OF THE MAIN TRACK, 55 FEET SOUTH OF THE CENTER
 NO0383'OF U.S. HIGHWAY 20, 26 FEET WEST OF THE CENTER OF THE MOST
 NO0383'WESTERN STREET IN JOHNSTOWN PROJECTED SOUTH, 5 FEET
 NO0383'NORTH-NORTHWEST OF POWER POLE, AND 1 FOOT NORTH OF A STEEL WITNESS
 NO0383'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NO0383'BRIDGE 2 1960.
 NO0383'
 NO0383'USC AND GS BENCH MARK B 227 RESET 1960 IS 0.5 MILE SOUTHWEST
 NO0383'OF THE STATION AT THE END OF A CUT AND ABOUT 0.6 MILE WEST
 NO0383'OF WHERE U.S. HIGHWAY 20 CROSSES THE RAILROAD TRACKS, 85 FEET
 NO0383'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 1 FOOT NORTH OF FENCE,
 NO0383'AND 1 FOOT EAST OF STEEL WITNESS POST.  A STANDARD DISK,
 NO0383'STAMPED B 227 1946 RESET 1960 AND SET IN THE TOP OF A CONCRETE
 NO0383'POST WHICH PROJECTS 4 INCHES.  THE NEW ELEVATION OF THIS MARK
 NO0383'IS 2606.325 FEET.
 NO0383'
 NO0383'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0383
 NO0383                          STATION RECOVERY (1967)
 NO0383
 NO0383'RECOVERY NOTE BY US AIR FORCE 1967
 NO0383'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 NO0383'DESCRIBED, IN GOOD CONDITION.  1960 ROUTE DESCRIPTION WAS
 NO0383'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0134 ***********************************************************************
 MN0134  DESIGNATION -  BRIDGEPORT
 MN0134  PID         -  MN0134
 MN0134  STATE/COUNTY-  NE/MORRILL
 MN0134  COUNTRY     -  US
 MN0134  USGS QUAD   -  BRIDGEPORT (2017)
 MN0134
 MN0134                         *CURRENT SURVEY CONTROL
 MN0134  ______________________________________________________________________
 MN0134* NAD 83(1986) POSITION- 41 40 02.     (N) 103 06 00.     (W)   SCALED
 MN0134* NAVD 88 ORTHO HEIGHT -  1118.052 (meters)     3668.14  (feet) ADJUSTED
 MN0134  ______________________________________________________________________
 MN0134  GEOID HEIGHT    -        -19.503 (meters)                     GEOID18
 MN0134  DYNAMIC HEIGHT  -       1117.350 (meters)     3665.84  (feet) COMP
 MN0134  MODELED GRAVITY -    979,956.6   (mgal)                       NAVD 88
 MN0134
 MN0134  VERT ORDER      -  FIRST     CLASS II
 MN0134
 MN0134.The horizontal coordinates were scaled from a map and have
 MN0134.an estimated accuracy of +/- 6 seconds.
 MN0134
 MN0134.The orthometric height was determined by differential leveling and
 MN0134.adjusted by the NATIONAL GEODETIC SURVEY
 MN0134.in June 1991.
 MN0134
 MN0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0134.GEOID18 height accuracy estimate available here.
 MN0134
 MN0134.Click photographs - Photos may exist for this station.
 MN0134
 MN0134.The dynamic height is computed by dividing the NAVD 88
 MN0134.geopotential number by the normal gravity value computed on the
 MN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0134.degrees latitude (g = 980.6199 gals.).
 MN0134
 MN0134.The modeled gravity was interpolated from observed gravity values.
 MN0134
 MN0134;                    North         East    Units  Estimated Accuracy
 MN0134;SPC NE       -   208,240.      241,970.      MT  (+/- 180 meters Scaled)
 MN0134
 MN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG581145(NAD 83)
 MN0134
 MN0134                          SUPERSEDED SURVEY CONTROL
 MN0134
 MN0134  NGVD 29 (??/??/92) 1117.497  (m)         3666.32   (f) ADJ UNCH    1 2
 MN0134
 MN0134.Superseded values are not recommended for survey control.
 MN0134
 MN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0134.See file dsdata.pdf to determine how the superseded data were derived.
 MN0134
 MN0134_MARKER: DB = BENCH MARK DISK
 MN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0134_STAMPING: BRIDGEPORT 1933 3666.321
 MN0134_MARK LOGO: CGS
 MN0134_PROJECTION: FLUSH
 MN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0134+STABILITY: SURFACE MOTION
 MN0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0134+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0134
 MN0134  HISTORY     - Date     Condition        Report By
 MN0134  HISTORY     - 1933     MONUMENTED       CGS
 MN0134  HISTORY     - 1956     GOOD             CGS
 MN0134  HISTORY     - 1985     GOOD             NGS
 MN0134  HISTORY     - 20070417 GOOD             NEDR
 MN0134
 MN0134                          STATION DESCRIPTION
 MN0134
 MN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0134'AT BRIDGEPORT.
 MN0134'AT BRIDGEPORT, 76 FEET NORTHWEST OF THE CENTER LINE OF 8TH
 MN0134'AVENUE WEST, 40.3 FEET SOUTHWEST OF THE WEST CORNER OF A BRICK
 MN0134'BUILDING WHICH IS OCCUPIED BY THE NEBRASKA IRRIGATION DEPARTMENT,
 MN0134'AT THE INTERSECTION OF 8TH AVENUE WEST AND STATE HIGHWAY 19,
 MN0134'6.7 FEET EAST OF THE EAST CORNER OF A SHEET METAL BUILDING, 17
 MN0134'FEET SOUTHWEST OF A 14 INCH COTTONWOOD TREE, SET IN THE TOP OF A
 MN0134'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE NORTHEAST
 MN0134'1/4 OF SECTION 32, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0134
 MN0134                          STATION RECOVERY (1985)
 MN0134
 MN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0134'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIDGEPORT,
 MN0134'AT THE NORTHWEST CORNER OF MAIN AND 8 TH STREET, AT THE BACK OF THE
 MN0134'SHOP FOR THE NEBRASKA IRRIGATION DEPARTMENT AND OFFICE BUILDING, 12.3
 MN0134'METERS (40.3 FT) WEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING,
 MN0134'1.6 METERS (5.1 FT) SOUTH OF THE SOUTHWEST WALL OF THE INTERNATIONAL
 MN0134'HARVESTER BUILDING AND GARAGE, 0.9 METERS (2 FT) WEST OF THE NORTHEAST
 MN0134'CORNER OF THE SHOP BUILDING AND 0.2 METER (0.6 FT) NORTH OF THE NORTH
 MN0134'WALL OF THE SHOP BUILDING.
 MN0134'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0134'THE MARK IS ABOVE LEVEL WITH THE STREET.
 MN0134
 MN0134                          STATION RECOVERY (2007)
 MN0134
 MN0134'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0134'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0651 ***********************************************************************
 MN0651  DESIGNATION -  BRIDGEPORT
 MN0651  PID         -  MN0651
 MN0651  STATE/COUNTY-  NE/MORRILL
 MN0651  COUNTRY     -  US
 MN0651  USGS QUAD   -  BRIDGEPORT (2017)
 MN0651
 MN0651                         *CURRENT SURVEY CONTROL
 MN0651  ______________________________________________________________________
 MN0651* NAD 83(1995) POSITION- 41 39 47.56833(N) 103 05 59.18571(W)   ADJUSTED
 MN0651* NAVD 88 ORTHO HEIGHT -  1118.05  (+/-2cm)     3668.1   (feet) VERTCON
 MN0651  ______________________________________________________________________
 MN0651  GEOID HEIGHT    -        -19.509 (meters)                     GEOID18
 MN0651  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 MN0651  HORZ ORDER      -  SECOND
 MN0651  VERT ORDER      -  THIRD ? (See Below)
 MN0651
 MN0651.The horizontal coordinates were established by classical geodetic methods
 MN0651.and adjusted by the National Geodetic Survey in August 1997.
 MN0651
 MN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0651
 MN0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0651.GEOID18 height accuracy estimate available here.
 MN0651
 MN0651.The vertical order pertains to the NGVD 29 superseded value.
 MN0651
 MN0651.Click photographs - Photos may exist for this station.
 MN0651
 MN0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0651
 MN0651. The following values were computed from the NAD 83(1995) position.
 MN0651
 MN0651;                    North         East     Units Scale Factor Converg.
 MN0651;SPC NE       -   207,789.178   241,974.104   MT  0.99966235   -2 03 15.2
 MN0651;SPC NE       -   681,721.66    793,876.71   sFT  0.99966235   -2 03 15.2
 MN0651;UTM  13      - 4,614,128.554   658,202.723   MT  0.99990800   +1 15 48.4
 MN0651
 MN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0651!SPC NE       -   0.99982773  x   0.99966235  =   0.99949013
 MN0651!UTM  13      -   0.99982773  x   0.99990800  =   0.99973574
 MN0651
 MN0651:                Primary Azimuth Mark                     Grid Az
 MN0651:SPC NE       -  BIRDCAGE GAP NEB GAME FISH MST           243 08 15.1
 MN0651:UTM  13      -  BIRDCAGE GAP NEB GAME FISH MST           239 49 11.5
 MN0651
 MN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5820214128(NAD 83)
 MN0651
 MN0651|---------------------------------------------------------------------|
 MN0651| PID    Reference Object                     Distance      Geod. Az  |
 MN0651|                                                           dddmmss.s |
 MN0651| MN0133 B 10                                 33.260 METERS 08239     |
 MN0651| CP6650 BRIDGEPORT AZ MK                                   1775332.0 |
 MN0651| MN0521 BIRDCAGE GAP NEB GAME FISH MST      APPROX.11.3 KM 2410459.9 |
 MN0651| CP6651 BRIDGEPORT RM 1                      13.545 METERS 30933     |
 MN0651|---------------------------------------------------------------------|
 MN0651
 MN0651                          SUPERSEDED SURVEY CONTROL
 MN0651
 MN0651  NAD 83(1993)-  41 39 47.56798(N)    103 05 59.18561(W) AD(       ) 2
 MN0651  NAD 83(1986)-  41 39 47.56130(N)    103 05 59.18856(W) AD(       ) 2
 MN0651  NAD 27      -  41 39 47.65660(N)    103 05 57.43360(W) AD(       ) 2
 MN0651  NGVD 29            1117.50   (m)         3666.3    (f) LEVELING    3  
 MN0651
 MN0651.Superseded values are not recommended for survey control.
 MN0651
 MN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0651.See file dsdata.pdf to determine how the superseded data were derived.
 MN0651
 MN0651_MARKER: DS = TRIANGULATION STATION DISK
 MN0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0651_STAMPING: BRIDGEPORT 1963
 MN0651_MARK LOGO: CGS
 MN0651_PROJECTION: FLUSH
 MN0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0651+STABILITY: SURFACE MOTION
 MN0651
 MN0651  HISTORY     - Date     Condition        Report By
 MN0651  HISTORY     - 1963     MONUMENTED       CGS
 MN0651
 MN0651                          STATION DESCRIPTION
 MN0651
 MN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0651'LOCATED IN THE SOUTH PART OF BRIDGEPORT, ON THE WEST SIDE OF
 MN0651'STATE HIGHWAY 88 AND ON THE SOUTH SIDE OF THE CHICAGO, BURLINGTON
 MN0651'AND QUINCY RAILROAD TRACKS, ON STATE HIGHWAY PROPERTY.
 MN0651'
 MN0651'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 385, 26 AND STATE
 MN0651'HIGHWAY 88 AT THE SOUTH EDGE OF THE BUSINESS DISTRICT IN
 MN0651'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 88 FOR 0.05 MILE TO THE
 MN0651'STATION ON THE RIGHT AS DESCRIBED, JUST AFTER CROSSING DOUBLE
 MN0651'RAILROAD TRACKS.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH
 MN0651'ON STATE HIGHWAY 88 FOR 0.25 MILE TO THE AZIMUTH MARK AS
 MN0651'DESCRIBED, JUST AFTER CROSSING THIRD SET OF RAILROAD TRACKS.
 MN0651'
 MN0651'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MN0651'CYLINDER 12 INCHES IN DIAMETER AND IS STAMPED BRIDGEPORT 1963.
 MN0651'IT IS 67 FEET WEST OF THE CENTER OF STATE HIGHWAY 88, 45-1/2
 MN0651'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 MN0651'RAILROAD TRACKS, 40 FEET NORTH OF THE CENTER OF A SIDE ROAD
 MN0651'RIGHT, AND 9.7 FEET WEST OF A TELEPHONE POLE.  THE MARK IS
 MN0651'FLUSH WITH THE GROUND.
 MN0651'
 MN0651'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0651'CONCRETE CYLINDER 12 INCHES IN DIAMETER AND IS STAMPED BRIDGEPORT
 MN0651'NO 1 1963.  IT IS 3.1 FEET WEST-SOUTHWEST OF THE SOUTH GATE
 MN0651'POST, 1.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH
 MN0651'SIGN ATTACHED, AND 1.4 FEET EAST OF A TELEPHONE POLE.
 MN0651'THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 MN0651'
 MN0651'A COAST AND GEODETIC SURVEY BENCH MARK WAS USED AS REFERENCE
 MN0651'MARK NO. 2.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP
 MN0651'OF A 12-INCH SQUARE CONCRETE POST AND IS STAMPED B 10 1933
 MN0651'3666.968.  IT IS 71 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MN0651'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT, 41 FEET
 MN0651'EAST OF THE CENTER OF STATE HIGHWAY 88, 16.5 FEET NORTHEAST
 MN0651'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF RAILROAD TRACKS,
 MN0651'AND 2 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  THE
 MN0651'MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 MN0651'
 MN0651'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MN0651'CYLINDER 12 INCHES IN DIAMETER AND IS STAMPED BRIDGEPORT 1963.
 MN0651'IT IS 53 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 MN0651'28 FEET WEST OF THE CENTER OF STATE HIGHWAY 88, 1.7 FEET
 MN0651'NORTH-NORTHWEST OF A POWER POLE, AND 1.7 FEET NORTH-NORTHWEST
 MN0651'OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK PROJECTS
 MN0651'3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0517 ***********************************************************************
 MN0517  DESIGNATION -  BRIDGEPORT WATER TANK
 MN0517  PID         -  MN0517
 MN0517  STATE/COUNTY-  NE/MORRILL
 MN0517  COUNTRY     -  US
 MN0517  USGS QUAD   -  BRIDGEPORT (2017)
 MN0517
 MN0517                         *CURRENT SURVEY CONTROL
 MN0517  ______________________________________________________________________
 MN0517* NAD 83(1995) POSITION- 41 39 56.86381(N) 103 06 04.81700(W)   ADJUSTED
 MN0517  ______________________________________________________________________
 MN0517  GEOID HEIGHT    -        -19.505 (meters)                     GEOID18
 MN0517  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 MN0517  HORZ ORDER      -  THIRD
 MN0517
 MN0517.The horizontal coordinates were established by classical geodetic methods
 MN0517.and adjusted by the National Geodetic Survey in August 1997.
 MN0517
 MN0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0517.GEOID18 height accuracy estimate available here.
 MN0517
 MN0517.Click photographs - Photos may exist for this station.
 MN0517
 MN0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0517
 MN0517. The following values were computed from the NAD 83(1995) position.
 MN0517
 MN0517;                    North         East     Units Scale Factor Converg.
 MN0517;SPC NE       -   208,080.349   241,854.233   MT  0.99966248   -2 03 18.9
 MN0517;SPC NE       -   682,676.95    793,483.43   sFT  0.99966248   -2 03 18.9
 MN0517;UTM  13      - 4,614,412.370   658,066.169   MT  0.99990747   +1 15 44.9
 MN0517
 MN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5806614412(NAD 83)
 MN0517
 MN0517                          SUPERSEDED SURVEY CONTROL
 MN0517
 MN0517  NAD 83(1993)-  41 39 56.86366(N)    103 06 04.81694(W) AD(       ) 3
 MN0517  NAD 83(1986)-  41 39 56.85702(N)    103 06 04.81933(W) AD(       ) 3
 MN0517  NAD 27      -  41 39 56.95100(N)    103 06 03.05700(W) AD(       ) 3
 MN0517
 MN0517.Superseded values are not recommended for survey control.
 MN0517
 MN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0517.See file dsdata.pdf to determine how the superseded data were derived.
 MN0517
 MN0517_MARKER: 51 = TANK
 MN0517
 MN0517  HISTORY     - Date     Condition        Report By
 MN0517  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0517  HISTORY     - 20040810 GOOD             USPSQD
 MN0517  HISTORY     - 20071025 GOOD             GEOCAC
 MN0517
 MN0517                          STATION DESCRIPTION
 MN0517
 MN0517'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 MN0517'TANK FOUND GOOD. TANK IS SOUTH OF 9TH STREET AND WEST OF 'L' STREET,
 MN0517'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 9TH AND 'L' STREETS, IN
 MN0517'THE TOWN OF BRIDGEPORT.  TANK IS A CONICAL-SHAPED, 4-LEGGED, WHITE
 MN0517'TANK WITH RED LETTERS 'BRIDGEPORT' ON THE SIDE OF THE TANK.
 MN0517
 MN0517                          STATION RECOVERY (2007)
 MN0517
 MN0517'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MN0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0694 ***********************************************************************
 NN0694  DESIGNATION -  BRISTOW
 NN0694  PID         -  NN0694
 NN0694  STATE/COUNTY-  NE/BOYD
 NN0694  COUNTRY     -  US
 NN0694  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0694
 NN0694                         *CURRENT SURVEY CONTROL
 NN0694  ______________________________________________________________________
 NN0694* NAD 83(1995) POSITION- 42 48 40.19122(N) 098 37 45.54519(W)   ADJUSTED
 NN0694* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 NN0694  ______________________________________________________________________
 NN0694  GEOID HEIGHT    -        -25.658 (meters)                     GEOID18
 NN0694  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 NN0694  HORZ ORDER      -  FIRST
 NN0694
 NN0694.The horizontal coordinates were established by classical geodetic methods
 NN0694.and adjusted by the National Geodetic Survey in August 1997.
 NN0694
 NN0694.The orthometric height was scaled from a topographic map.
 NN0694
 NN0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0694.GEOID18 height accuracy estimate available here.
 NN0694
 NN0694.Click photographs - Photos may exist for this station.
 NN0694
 NN0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0694
 NN0694. The following values were computed from the NAD 83(1995) position.
 NN0694
 NN0694;                    North         East     Units Scale Factor Converg.
 NN0694;SPC NE       -   331,532.748   612,094.595   MT  0.99991887   +0 54 30.0
 NN0694;SPC NE       - 1,087,703.69  2,008,180.35   sFT  0.99991887   +0 54 30.0
 NN0694;UTM  14      - 4,739,911.875   530,306.046   MT  0.99961130   +0 15 06.9
 NN0694
 NN0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0694!SPC NE       -   0.99991648  x   0.99991887  =   0.99983536
 NN0694!UTM  14      -   0.99991648  x   0.99961130  =   0.99952781
 NN0694
 NN0694:                Primary Azimuth Mark                     Grid Az
 NN0694:SPC NE       -  BRISTOW AZ MK                            325 44 12.1
 NN0694:UTM  14      -  BRISTOW AZ MK                            326 23 35.2
 NN0694
 NN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3030639911(NAD 83)
 NN0694
 NN0694|---------------------------------------------------------------------|
 NN0694| PID    Reference Object                     Distance      Geod. Az  |
 NN0694|                                                           dddmmss.s |
 NN0694| CO2338 BRISTOW RM 1                         35.856 METERS 15750     |
 NN0694| CO2339 BRISTOW RM 2                         31.331 METERS 28252     |
 NN0694| NN0697 SPENCER MUNICIPAL TANK              APPROX. 8.9 KM 3175659.0 |
 NN0694| NN0696 SPENCER ST MARYS CATH CH SPIRE      APPROX. 8.8 KM 3202114.1 |
 NN0694| CO2337 BRISTOW AZ MK                                      3263842.1 |
 NN0694|---------------------------------------------------------------------|
 NN0694
 NN0694                          SUPERSEDED SURVEY CONTROL
 NN0694
 NN0694  NAD 83(1986)-  42 48 40.19942(N)    098 37 45.55153(W) AD(       ) 1
 NN0694  NAD 27      -  42 48 40.20500(N)    098 37 44.24400(W) AD(       ) 1
 NN0694
 NN0694.Superseded values are not recommended for survey control.
 NN0694
 NN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0694.See file dsdata.pdf to determine how the superseded data were derived.
 NN0694
 NN0694_MARKER: DS = TRIANGULATION STATION DISK
 NN0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0694_STAMPING: BRISTOW 1940
 NN0694_MARK LOGO: CGS
 NN0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0694+STABILITY: SURFACE MOTION
 NN0694
 NN0694  HISTORY     - Date     Condition        Report By
 NN0694  HISTORY     - 1940     MONUMENTED       CGS
 NN0694  HISTORY     - 1961     GOOD             CGS
 NN0694  HISTORY     - 1963     GOOD             CGS
 NN0694  HISTORY     - 1973     GOOD             NGS
 NN0694
 NN0694                          STATION DESCRIPTION
 NN0694
 NN0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0694'STATION BRISTOW IS 5-1/2 MILES SOUTHEAST OF SPENCER, 3-1/4
 NN0694'MILES SOUTHWEST OF BRISTOW, ON A HIGH BLUFF OVERLOOKING THE
 NN0694'NIOBRARA RIVER TO THE SOUTH, IN THE NORTHEAST QUARTER OF
 NN0694'SEC. 29, T. 33 N., R. 11 W.
 NN0694'
 NN0694'TO REACH FROM SPENCER GO SOUTH AND EAST ON STATE HIGHWAY 12
 NN0694'AND U.S. HIGHWAY 281 TO THEIR JUNCTION, GO RIGHT (SOUTH) ON
 NN0694'U.S. 281, FOR 2.0 MILES AND TURN LEFT (EAST) AT CROSSROADS
 NN0694'WITH SCHOOL IN SOUTHWEST ANGLE, GO 1.0 MILE AND TURN RIGHT
 NN0694'(SOUTH) GO 0.05 MILE TO AZIMUTH MARK ON EAST SIDE OF ROAD,
 NN0694'GO 0.95 MILE TO ABANDONED SCHOOL ON RIGHT, FOLLOW ROAD EAST
 NN0694'0.75 MILE TO A POINT JUST BEYOND THE LOW POINT OF A GRADE
 NN0694'AND TURN RIGHT (SOUTH) THROUGH A WIRE GATE IN FENCE, GO
 NN0694'SOUTHEAST AND SOUTH FOR 0.2 MILE TO HIGHEST POINT OF THE
 NN0694'FIELD AND THE STATION.
 NN0694'
 NN0694'STATION MARK IS 20 FEET SOUTH OF THE HIGHEST POINT OF THE
 NN0694'RIDGE WHICH SLOPES SOUTHEASTWARD INTO THE RIVER VALLEY, 21
 NN0694'FEET SOUTH OF THE FENCE LINE AND WHITE REFERENCE POST, 157
 NN0694'FEET EAST BY SOUTH OF T-FENCE CORNER, IS STAMPED BRISTOW 1940,
 NN0694'AND PROJECTS 4 INCHES.
 NN0694'
 NN0694'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION ON SLOPE
 NN0694'OF RIDGE, ABOUT 5 FEET LOWER THAN STATION, IS STAMPED BRISTOW
 NN0694'NO. 1 1940, AND PROJECTS 4 INCHES.
 NN0694'
 NN0694'REFERENCE MARK NO. 2 IS WEST BY NORTH OF STATION, 1 FOOT NORTH
 NN0694'OF EAST-WEST FENCE LINE, 55 FEET EAST OF T-FENCE CORNER ON
 NN0694'WEST SLOPE OF RIDGE, ABOUT 100 FEET WEST OF HIGH POINT OF
 NN0694'RIDGE, 3 FEET LOWER THAN THE STATION MARK, AND IS STAMPED
 NN0694'BRISTOW NO. 2 1940.
 NN0694'
 NN0694'AZIMUTH MARK IS 1.4 MILES NORTHWEST BY NORTH OF STATION, 19
 NN0694'FEET EAST OF CENTERLINE OF COUNTY ROAD, 8 FEET NORTH OF CROSS
 NN0694'FENCE LINE (PROJECTED), 0.05 MILE SOUTH OF T-ROAD INTERSECTION,
 NN0694'20 YARDS NORTH OF BREAK IN ROAD GRADE, 4 FEET SOUTH OF WHITE
 NN0694'REFERENCE POST, 1 FOOT WEST OF NORTH-SOUTH-RIGHT-OF-WAY
 NN0694'FENCE, IS STAMPED BRISTOW 1940, AND PROJECTS 6 INCHES.
 NN0694'
 NN0694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0694'AS DESCRIBED.
 NN0694'
 NN0694'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0694
 NN0694                          STATION RECOVERY (1961)
 NN0694
 NN0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 NN0694'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NN0694'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 NN0694'TO REACH.  A NEW TO REACH FOLLOWS.
 NN0694'
 NN0694'TO REACH THE STATION FROM THE SPENCER STATE BANK IN SPENCER,
 NN0694'GO SOUTH AND EAST ON U.S. HIGHWAY NO. 281 AND STATE HIGHWAY
 NN0694'NO. 12 FOR 3.4 MILES TO THEIR JUNCTION.  TURN RIGHT AND GO
 NN0694'SOUTH ON U.S. HIGHWAY NO. 281 FOR 1.55 MILE TO A CROSSROAD.
 NN0694'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.4 MILE TO A T-ROAD
 NN0694'INTERSECTION.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR
 NN0694'0.05 MILE TO THE AZIMUTH MARK ON THE EAST SIDE OF ROAD.
 NN0694'CONTINUE SOUTH ON GRADED ROAD FOR 0.95 MILE TO A POINT WHERE
 NN0694'THE ROAD TURNS LEFT AT A CEMETERY ON THE RIGHT.  TURN LEFT
 NN0694'AND GO EAST ON A GRADED ROAD FOR 0.6 MILE TO A WIRE GATE ON
 NN0694'THE SOUTH SIDE OF ROAD.  TURN RIGHT AND GO SOUTHEAST ACROSS
 NN0694'A PASTURE FOR 0.2 MILE TO AN EAST-WEST FENCE AND STATION
 NN0694'SITE ON THE SOUTH SIDE OF FENCE.
 NN0694
 NN0694                          STATION RECOVERY (1963)
 NN0694
 NN0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NN0694'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 NN0694'CONDITION.
 NN0694
 NN0694                          STATION RECOVERY (1973)
 NN0694
 NN0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0694'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 NN0694'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1392 ***********************************************************************
 LF1392  DESIGNATION -  BROCK MUNICIPAL TANK
 LF1392  PID         -  LF1392
 LF1392  STATE/COUNTY-  NE/NEMAHA
 LF1392  COUNTRY     -  US
 LF1392  USGS QUAD   -  BROCK (2017)
 LF1392
 LF1392                         *CURRENT SURVEY CONTROL
 LF1392  ______________________________________________________________________
 LF1392* NAD 83(1995) POSITION- 40 28 30.75757(N) 095 57 33.33822(W)   ADJUSTED
 LF1392  ______________________________________________________________________
 LF1392  GEOID HEIGHT    -        -29.104 (meters)                     GEOID18
 LF1392  LAPLACE CORR    -         -7.48  (seconds)                    DEFLEC18
 LF1392  HORZ ORDER      -  THIRD
 LF1392
 LF1392.The horizontal coordinates were established by classical geodetic methods
 LF1392.and adjusted by the National Geodetic Survey in August 1997.
 LF1392
 LF1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1392.GEOID18 height accuracy estimate available here.
 LF1392
 LF1392.Click photographs - Photos may exist for this station.
 LF1392
 LF1392.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1392
 LF1392. The following values were computed from the NAD 83(1995) position.
 LF1392
 LF1392;                    North         East     Units Scale Factor Converg.
 LF1392;SPC NE       -    79,272.321   842,463.727   MT  0.99981889   +2 40 40.0
 LF1392;SPC NE       -   260,079.27  2,763,983.08   sFT  0.99981889   +2 40 40.0
 LF1392;UTM  15      - 4,484,710.322   249,140.406   MT  1.00037470   -1 55 18.9
 LF1392;UTM  14      - 4,484,945.328   757,767.650   MT  1.00041796   +1 58 29.6
 LF1392
 LF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4914084710(NAD 83)
 LF1392
 LF1392                          SUPERSEDED SURVEY CONTROL
 LF1392
 LF1392  NAD 83(1986)-  40 28 30.76428(N)    095 57 33.33320(W) AD(       ) 3
 LF1392  NAD 27      -  40 28 30.76700(N)    095 57 32.31800(W) AD(       ) 3
 LF1392
 LF1392.Superseded values are not recommended for survey control.
 LF1392
 LF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1392.See file dsdata.pdf to determine how the superseded data were derived.
 LF1392
 LF1392_MARKER: 51 = TANK
 LF1392
 LF1392  HISTORY     - Date     Condition        Report By
 LF1392  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1392
 LF1392                          STATION DESCRIPTION
 LF1392
 LF1392'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0118 ***********************************************************************
 NP0118  DESIGNATION -  BROWN
 NP0118  PID         -  NP0118
 NP0118  STATE/COUNTY-  NE/BOX BUTTE
 NP0118  COUNTRY     -  US
 NP0118  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0118
 NP0118                         *CURRENT SURVEY CONTROL
 NP0118  ______________________________________________________________________
 NP0118* NAD 83(1995) POSITION- 42 01 06.77035(N) 102 56 14.80309(W)   ADJUSTED
 NP0118* NAVD 88 ORTHO HEIGHT -  1228.918 (meters)     4031.88  (feet) ADJUSTED
 NP0118  ______________________________________________________________________
 NP0118  GEOID HEIGHT    -        -18.842 (meters)                     GEOID18
 NP0118  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 NP0118  DYNAMIC HEIGHT  -       1228.178 (meters)     4029.45  (feet) COMP
 NP0118  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 NP0118
 NP0118  HORZ ORDER      -  THIRD
 NP0118  VERT ORDER      -  FIRST     CLASS II
 NP0118
 NP0118.The horizontal coordinates were established by classical geodetic methods
 NP0118.and adjusted by the National Geodetic Survey in August 1997.
 NP0118
 NP0118.The orthometric height was determined by differential leveling and
 NP0118.adjusted by the NATIONAL GEODETIC SURVEY
 NP0118.in June 1991.
 NP0118
 NP0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0118.GEOID18 height accuracy estimate available here.
 NP0118
 NP0118.Click photographs - Photos may exist for this station.
 NP0118
 NP0118.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0118
 NP0118.The dynamic height is computed by dividing the NAVD 88
 NP0118.geopotential number by the normal gravity value computed on the
 NP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0118.degrees latitude (g = 980.6199 gals.).
 NP0118
 NP0118.The modeled gravity was interpolated from observed gravity values.
 NP0118
 NP0118. The following values were computed from the NAD 83(1995) position.
 NP0118
 NP0118;                    North         East     Units Scale Factor Converg.
 NP0118;SPC NE       -   246,748.904   256,821.233   MT  0.99969857   -1 56 47.9
 NP0118;SPC NE       -   809,542.03    842,587.66   sFT  0.99969857   -1 56 47.9
 NP0118;UTM  13      - 4,653,893.448   670,770.162   MT  0.99995885   +1 22 51.4
 NP0118
 NP0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0118!SPC NE       -   0.99981025  x   0.99969857  =   0.99950887
 NP0118!UTM  13      -   0.99981025  x   0.99995885  =   0.99976910
 NP0118
 NP0118:                Primary Azimuth Mark                     Grid Az
 NP0118:SPC NE       -  BROWN AZ MK RESET                        035 02 31.7
 NP0118:UTM  13      -  BROWN AZ MK RESET                        031 42 52.4
 NP0118
 NP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7077053893(NAD 83)
 NP0118
 NP0118|---------------------------------------------------------------------|
 NP0118| PID    Reference Object                     Distance      Geod. Az  |
 NP0118|                                                           dddmmss.s |
 NP0118| NP0650 ALLIANCE MUNICIPAL TANK             APPROX.11.0 KM 0265823.7 |
 NP0118| CP8871 BROWN AZ MK                                        0310941.1 |
 NP0118| CP8872 BROWN AZ MK RESET                                  0330543.8 |
 NP0118| NP0119 BROWN RM 1                            7.351 METERS 05736     |
 NP0118| NP0117 BROWN RM 2                            6.980 METERS 18700     |
 NP0118|---------------------------------------------------------------------|
 NP0118
 NP0118                          SUPERSEDED SURVEY CONTROL
 NP0118
 NP0118  NAD 83(1993)-  42 01 06.77002(N)    102 56 14.80329(W) AD(       ) 3
 NP0118  NAD 83(1986)-  42 01 06.76704(N)    102 56 14.80201(W) AD(       ) 3
 NP0118  NAD 27      -  42 01 06.88300(N)    102 56 13.08100(W) AD(       ) 3
 NP0118  NGVD 29 (??/??/92) 1228.317  (m)         4029.90   (f) ADJ UNCH    1 2
 NP0118  NGVD 29            1228.32   (m)         4029.9    (f) LEVELING    3  
 NP0118
 NP0118.Superseded values are not recommended for survey control.
 NP0118
 NP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0118.See file dsdata.pdf to determine how the superseded data were derived.
 NP0118
 NP0118_MARKER: DS = TRIANGULATION STATION DISK
 NP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0118_STAMPING: BROWN 1946
 NP0118_MARK LOGO: CGS
 NP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0118+STABILITY: SURFACE MOTION
 NP0118
 NP0118  HISTORY     - Date     Condition        Report By
 NP0118  HISTORY     - 1946     MONUMENTED       CGS
 NP0118  HISTORY     - 1956     GOOD             CGS
 NP0118  HISTORY     - 1956     GOOD             CGS
 NP0118  HISTORY     - 1958     GOOD             CGS
 NP0118  HISTORY     - 1985     GOOD             NGS
 NP0118
 NP0118                          STATION DESCRIPTION
 NP0118
 NP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0118'IT IS 6.5 MILES, AIR LINE, SOUTHWEST OF ALLIANCE, 13.5 MILES,
 NP0118'AIR LINE, SOUTH-SOUTHEAST OF BEREA, AND 0.5 MILE NORTH-NORTHEAST
 NP0118'OF LETAN STOCK YARDS ALONG THE CB AND Q RR.  IT IS ON A SMALL
 NP0118'KNOLL BETWEEN STATE HIGHWAY NO. 19 AND THE CB AND Q RR, AND IS
 NP0118'ON THE STATE HIGHWAY PROPERTY, 80 FEET EAST OF THE CENTER LINE
 NP0118'OF STATE HIGHWAY NO. 19, 42 FEET NORTH OF TELEPHONE POLE NO. 58,
 NP0118'AND 15 FEET WEST OF THE WEST EDGE OF A DEEP CUT.  IT PROJECTS 1
 NP0118'INCH AND IS STAMPED BROWN 1946.
 NP0118'
 NP0118'REFERENCE MARK NO. 1 IS DIRECTLY UNDER A TELEPHONE LINE, 57.5
 NP0118'FEET SOUTH OF A TELEPHONE POLE, 6 FEET WEST OF THE WEST EDGE
 NP0118'OF A CUT.  IT IS 1 FOOT BELOW STATION ELEVATION, PROJECTS 3
 NP0118'INCHES AND IS STAMPED BROWN NO 1 1946.
 NP0118'
 NP0118'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A TELEPHONE LINE, 21
 NP0118'FEET NORTH OF TELEPHONE POLE NO. 58 AND 6 FEET WEST OF THE WEST
 NP0118'EDGE OF A CUT.  IT IS SAME ELEVATION AS THE STATION, PROJECTS
 NP0118'1 INCH AND IS STAMPED BROWN NO 2 1946.
 NP0118'
 NP0118'AZIMUTH MARK IS 38 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 NP0118'NO. 19 AND 2.5 FEET EAST OF A WIRE FENCE.  IT PROJECTS ABOUT 2
 NP0118'INCHES AND IS STAMPED BROWN 1946.
 NP0118'
 NP0118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 19
 NP0118'AND NO. 2, WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF
 NP0118'ALLIANCE, GO SOUTH ON STATE HIGHWAY NO. 19 FOR 6.1 MILE TO WHERE
 NP0118'THE HIGHWAY MAKES A SMALL CURVE TO THE RIGHT AND THE STATION
 NP0118'IS ON THE LEFT AS DESCRIBED.
 NP0118'
 NP0118'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 NP0118'HIGHWAY NO. 19 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 NP0118'DESCRIBED.
 NP0118
 NP0118                          STATION RECOVERY (1956)
 NP0118
 NP0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0118'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0118'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A ROAD
 NP0118'CROSSING, ON TOP OF A SMALL KNOLL, 80 FEET SOUTHEAST OF THE CENTER
 NP0118'LINE OF STATE HIGHWAY 19, 50.5 FEET WEST OF THE WEST RAIL OF THE
 NP0118'MAIN TRACK, 2.8 FEET SOUTHEAST OF A WITNESS POST, IN THE
 NP0118'SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 24 NORTH, RANGE 49 WEST, A
 NP0118'TRIANGULATION STATION DISK SET IN THE TOP OF A
 NP0118'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED BROWN
 NP0118'1946.
 NP0118'
 NP0118'BROWN R.M. 1 IS 24.0 FEET NORTHEAST OF TRIANGULATION STATION
 NP0118'BROWN 1946, 40 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, A
 NP0118'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NP0118'PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED BROWN NO 1 1946.
 NP0118'
 NP0118'BROWN R.M. 2 IS 22.9 FEET SOUTHEAST OF TRIANGULATION STATION
 NP0118'BROWN 1946, 40 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, A
 NP0118'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0118'FLUSH WITH THE GROUND, STAMPED BROWN NO 2 1946.
 NP0118
 NP0118                          STATION RECOVERY (1956)
 NP0118
 NP0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0118'6.5 MI SW FROM ALLIANCE.
 NP0118'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0118'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A ROAD
 NP0118'CROSSING, ON TOP OF A SMALL KNOLL, 80 FEET SOUTHEAST OF THE
 NP0118'CENTER LINE OF STATE HIGHWAY 19, 50.5 FEET WEST OF THE WEST RAIL
 NP0118'OF THE MAIN TRACK, 2.8 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NP0118'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 NP0118'THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 24 NORTH, RANGE 49
 NP0118'WEST.
 NP0118
 NP0118                          STATION RECOVERY (1958)
 NP0118
 NP0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0118'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NP0118'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 NP0118'DISPLACED BY ROAD MACHINERY.  THE AZIMUTH MARK WAS RESET AND
 NP0118'THE ANGLE MEASURED FROM THE ALLIANCE, MUNI., WATER TANK.  THE
 NP0118'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION IS 70
 NP0118'FEET EAST OF THE CENTER OF STATE HIGHWAY 19, 3 FEET EAST OF THE
 NP0118'EAST EDGE OF A CUT, AND 3 FEET SOUTHEAST OF A WHITE WITNESS
 NP0118'POST.  A SHORT DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 NP0118'
 NP0118'AZIMUTH MARK (RESET) IS 0.35 MILE NORTH OF THE STATION, 75 FEET
 NP0118'EAST OF THE CENTER OF STATE HIGHWAY 19, 40 FEET WEST OF THE
 NP0118'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AND 3 FEET SOUTH
 NP0118'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NP0118'IS STAMPED BROWN 1946 RESET 1958.
 NP0118
 NP0118                          STATION RECOVERY (1985)
 NP0118
 NP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0118'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0118'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0118'OMIT--80 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE.  ADD--21.34 METERS
 NP0118'(70 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0741 ***********************************************************************
 NN0741  DESIGNATION -  BROWN
 NN0741  PID         -  NN0741
 NN0741  STATE/COUNTY-  NE/ROCK
 NN0741  COUNTRY     -  US
 NN0741  USGS QUAD   -  LAMBS LAKE (2017)
 NN0741
 NN0741                         *CURRENT SURVEY CONTROL
 NN0741  ______________________________________________________________________
 NN0741* NAD 83(1995) POSITION- 42 18 50.63637(N) 099 14 38.71766(W)   ADJUSTED
 NN0741* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 NN0741  ______________________________________________________________________
 NN0741  GEOID HEIGHT    -        -23.225 (meters)                     GEOID18
 NN0741  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 NN0741  HORZ ORDER      -  SECOND
 NN0741
 NN0741.The horizontal coordinates were established by classical geodetic methods
 NN0741.and adjusted by the National Geodetic Survey in August 1997.
 NN0741
 NN0741.The orthometric height was scaled from a topographic map.
 NN0741
 NN0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0741.GEOID18 height accuracy estimate available here.
 NN0741
 NN0741.Click photographs - Photos may exist for this station.
 NN0741
 NN0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0741
 NN0741. The following values were computed from the NAD 83(1995) position.
 NN0741
 NN0741;                    North         East     Units Scale Factor Converg.
 NN0741;SPC NE       -   275,706.000   562,303.095   MT  0.99975810   +0 30 03.4
 NN0741;SPC NE       -   904,545.43  1,844,822.74   sFT  0.99975810   +0 30 03.4
 NN0741;UTM  14      - 4,684,676.377   479,884.893   MT  0.99960498   -0 09 51.5
 NN0741
 NN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0741!SPC NE       -   0.99988411  x   0.99975810  =   0.99964224
 NN0741!UTM  14      -   0.99988411  x   0.99960498  =   0.99948913
 NN0741
 NN0741:                Primary Azimuth Mark                     Grid Az
 NN0741:SPC NE       -  BROWN AZ MK                              190 07 31.3
 NN0741:UTM  14      -  BROWN AZ MK                              190 47 26.2
 NN0741
 NN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7988484676(NAD 83)
 NN0741
 NN0741|---------------------------------------------------------------------|
 NN0741| PID    Reference Object                     Distance      Geod. Az  |
 NN0741|                                                           dddmmss.s |
 NN0741| CO2346 BROWN RM 1                           26.194 METERS 03055     |
 NN0741| CO2347 BROWN RM 2                           21.290 METERS 14150     |
 NN0741| CO2344 BROWN AZ MK                                        1903734.7 |
 NN0741|---------------------------------------------------------------------|
 NN0741
 NN0741                          SUPERSEDED SURVEY CONTROL
 NN0741
 NN0741  NAD 83(1986)-  42 18 50.64154(N)    099 14 38.72793(W) AD(       ) 2
 NN0741  NAD 27      -  42 18 50.63900(N)    099 14 37.33600(W) AD(       ) 2
 NN0741
 NN0741.Superseded values are not recommended for survey control.
 NN0741
 NN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0741.See file dsdata.pdf to determine how the superseded data were derived.
 NN0741
 NN0741_MARKER: DS = TRIANGULATION STATION DISK
 NN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0741_STAMPING: BROWN 1949
 NN0741_MARK LOGO: CGS
 NN0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0741+STABILITY: SURFACE MOTION
 NN0741
 NN0741  HISTORY     - Date     Condition        Report By
 NN0741  HISTORY     - 1949     MONUMENTED       CGS
 NN0741
 NN0741                          STATION DESCRIPTION
 NN0741
 NN0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0741'THE STATION IS LOCATED ABOUT 23.0 MILES SOUTH-SOUTHEAST OF
 NN0741'NEWPORT, 16.0 MILES NORTHEAST OF THE ROSE POST OFFICE, 0.75
 NN0741'MILE WEST OF THE ROCK-HOLT COUNTY LINE AND 0.75 MILE NORTHWEST
 NN0741'OF BROWN LAKE ON LAND OWNED BY MR. HEMRY JAHN.  IT IS IN THE
 NN0741'CENTER OF THE HIGHEST HILL IN THE VICINITY, 4 FEET NORTHEAST
 NN0741'OF WITNESS POST.  IT IS STAMPED BROWN 1949 AND PROJECTS 3
 NN0741'INCHES.
 NN0741'
 NN0741'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ON THE
 NN0741'NORTHEAST SLOPE OF THE HILL AND ABOUT 5 FEET LOWER THAN THE
 NN0741'STATION.  IT IS STAMPED BROWN NO 1 1949 AND PROJECTS 2 INCHES.
 NN0741'
 NN0741'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ON THE SOUTHEAST
 NN0741'EDGE OF THE TOP OF HILL.  IT IS STAMPED BROWN NO 2 1949 AND
 NN0741'PROJECTS 2 INCHES.
 NN0741'
 NN0741'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 60 FEET
 NN0741'WEST OF THE WEST END OF GATE, 3 FEET WEST OF WITNESS POST AND
 NN0741'1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BROWN 1949
 NN0741'AND PROJECTS 1 INCH.
 NN0741'
 NN0741'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NN0741'AND STATE ROUTE 11 IN ATKINSON, GO SOUTH ON STATE ROUTE 11
 NN0741'FOR 6.6 MILES TO FORKS WHERE HIGHWAY BEARS TO THE LEFT, CONTINUE
 NN0741'SOUTH ON RIGHT FORK FOR 0.15 MILE TO T-INTERSECTION, TURN RIGHT
 NN0741'AND GO WEST FOR 7.85 MILES TO T-ROAD LEFT, TURN LEFT AND GO
 NN0741'SOUTH FOR 6.25 MILES TO T-ROAD RIGHT JUST BEFORE REACHING LARGE
 NN0741'BARN ON THE LEFT, CONTINUE SOUTH ON MAIN ROAD FOR 3.35 MILES
 NN0741'TO POINT WHERE MAIN ROAD TURNS RIGHT, TURN RIGHT AND GO WEST
 NN0741'FOR 0.95 MILE TO WIRE GATE AND CATTLE GUARD, CROSS GUARD AND
 NN0741'CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.4 MILE TO FORK, TAKE
 NN0741'LEFT FORK AND CONTINUE ON MAIN TRACK ROAD FOR 0.6 MILE TO WIRE
 NN0741'GATE AND CATTLE GUARD, CROSS GUARD AND CONTINUE WEST FOR
 NN0741'0.6 MILE, TURN LEFT AND GO SOUTH ON MAIN ROAD FOR 0.95
 NN0741'MILE, TURN RIGHT AND GO WEST, SOUTHWEST AND WEST ON TRACK
 NN0741'ROAD FOR 1.85 MILES TO T-ROAD LEFT AT A LARGE MAIL BOX ON
 NN0741'THE LEFT, CONTINUE WEST ON TRACK ROAD FOR 0.6 MILE TO WIRE
 NN0741'GATE AND CATTLE GUARD, CROSS GUARD AND GO NORTHWEST ON TRACK
 NN0741'ROAD FOR 0.25 MILE TO CATTLE GUARD, CROSS GUARD AND GO
 NN0741'WEST AND NORTHWEST ON TRACK ROAD FOR 0.55 MILE TO WIRE GATE
 NN0741'AND CATTLE GUARD, CROSS GUARD AND GO NORTHWEST ON TRACK ROAD
 NN0741'FOR 0.6 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE LEFT
 NN0741'FORK WEST FOR 0.5 MILE TO CATTLE GUARD NORTHEAST OF RANCH
 NN0741'HOUSE, CROSS GUARD AND PASS TO THE LEFT OF HOUSE AND BARN
 NN0741'FOR 0.15 MILE TO WIRE GATE EAST OF CORRAL, GO THROUGH
 NN0741'GATE, TURN RIGHT AND GO WEST, NORTHWEST AND WEST ON TRACK
 NN0741'ROAD FOR 0.7 MILE TO CATTLE GUARD, CROSS GUARD THEN TURN
 NN0741'RIGHT AND GO NORTH ON TRACK ROAD FOR 0.4 MILE TO POINT
 NN0741'WEST OF WINDMILL, LEAVE TRACK ROAD AND PICK WAY NORTHERLY FOR
 NN0741'0.45 MILE TO WIRE GATE IN EAST-WEST FENCE LINE AND AZIMUTH
 NN0741'MARK JUST WEST AS DESCRIBED, GO THROUGH GATE AND PICK ROAD
 NN0741'NORTHERLY FOR 0.8 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 74 FOOT SIGNAL AT STATION BLAINE 1934 IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION TONOWANDA IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0773 ***********************************************************************
 NN0773  CBN         -  This is a Cooperative Base Network Control Station.
 NN0773  DESIGNATION -  BROWN
 NN0773  PID         -  NN0773
 NN0773  STATE/COUNTY-  NE/BROWN
 NN0773  COUNTRY     -  US
 NN0773  USGS QUAD   -  RAVEN (2017)
 NN0773
 NN0773                         *CURRENT SURVEY CONTROL
 NN0773  ______________________________________________________________________
 NN0773* NAD 83(2011) POSITION- 42 17 13.27731(N) 099 52 02.28659(W)   ADJUSTED
 NN0773* NAD 83(2011) ELLIP HT-   798.127 (meters)        (06/27/12)   ADJUSTED
 NN0773* NAD 83(2011) EPOCH   -  2010.00
 NN0773* NAVD 88 ORTHO HEIGHT -   820.4   (meters)     2692.    (feet) GPS OBS
 NN0773  ______________________________________________________________________
 NN0773  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NN0773  GEOID HEIGHT    -        -21.977 (meters)                     GEOID93
 NN0773  GEOID HEIGHT    -        -22.321 (meters)                     GEOID18
 NN0773  NAD 83(2011) X  -   -809,913.710 (meters)                     COMP
 NN0773  NAD 83(2011) Y  - -4,656,284.160 (meters)                     COMP
 NN0773  NAD 83(2011) Z  -  4,269,779.682 (meters)                     COMP
 NN0773  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 NN0773
 NN0773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0773  Standards:
 NN0773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0773  -------------------------------------------------------------------
 NN0773  NETWORK    0.56   1.57           0.27   0.16   0.80     -0.02596114
 NN0773  -------------------------------------------------------------------
 NN0773  Click here for local accuracies and other accuracy information.
 NN0773
 NN0773.The horizontal coordinates were established by GPS observations
 NN0773.and adjusted by the National Geodetic Survey in June 2012.
 NN0773
 NN0773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0773.been affixed to the stable North American tectonic plate. See 
 NN0773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0773
 NN0773.The horizontal coordinates are valid at the epoch date displayed above
 NN0773.which is a decimal equivalence of Year/Month/Day.
 NN0773
 NN0773.The orthometric height was determined by GPS observations and a
 NN0773.high-resolution geoid model.
 NN0773
 NN0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0773.GEOID18 height accuracy estimate available here.
 NN0773
 NN0773.Click photographs - Photos may exist for this station.
 NN0773
 NN0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0773
 NN0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0773
 NN0773.The ellipsoidal height was determined by GPS observations
 NN0773.and is referenced to NAD 83.
 NN0773
 NN0773. The following values were computed from the NAD 83(2011) position.
 NN0773
 NN0773;                    North         East     Units Scale Factor Converg.
 NN0773;SPC NE       -   272,438.727   510,941.877   MT  0.99975154   +0 05 16.6
 NN0773;SPC NE       -   893,826.06  1,676,315.14   sFT  0.99975154   +0 05 16.6
 NN0773;UTM  14      - 4,682,008.842   428,495.548   MT  0.99966291   -0 35 00.9
 NN0773
 NN0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0773!SPC NE       -   0.99987484  x   0.99975154  =   0.99962641
 NN0773!UTM  14      -   0.99987484  x   0.99966291  =   0.99953779
 NN0773
 NN0773:                Primary Azimuth Mark                     Grid Az
 NN0773:SPC NE       -  BROWN AZ MK RESET                        003 17 24.9
 NN0773:UTM  14      -  BROWN AZ MK RESET                        003 57 42.4
 NN0773
 NN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2849582008(NAD 83)
 NN0773
 NN0773|---------------------------------------------------------------------|
 NN0773| PID    Reference Object                     Distance      Geod. Az  |
 NN0773|                                                           dddmmss.s |
 NN0773| DR3740 BROWN AZ MK                                        0010123.5 |
 NN0773| CO2345 BROWN AZ MK RESET                                  0032241.5 |
 NN0773| DR3741 BROWN RM 1                           30.078 METERS 05021     |
 NN0773| DR3742 BROWN RM 2                            5.696 METERS 17242     |
 NN0773| CO2348 BROWN RM 3                            6.035 METERS 34833     |
 NN0773|---------------------------------------------------------------------|
 NN0773
 NN0773                          SUPERSEDED SURVEY CONTROL
 NN0773
 NN0773  NAD 83(2007)-  42 17 13.27723(N)    099 52 02.28731(W) AD(2002.00) 0
 NN0773  ELLIP H (02/10/07)  798.153  (m)                       GP(2002.00)    
 NN0773  ELLIP H (09/24/01)  798.120  (m)                       GP(       ) 4 1
 NN0773  NAD 83(1995)-  42 17 13.27696(N)    099 52 02.28697(W) AD(       ) B
 NN0773  ELLIP H (06/25/96)  798.177  (m)                       GP(       ) 1 1
 NN0773  NAD 83(1986)-  42 17 13.27588(N)    099 52 02.29668(W) AD(       ) 3
 NN0773  NAD 27      -  42 17 13.28600(N)    099 52 00.83700(W) AD(       ) 3
 NN0773
 NN0773.Superseded values are not recommended for survey control.
 NN0773
 NN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0773.See file dsdata.pdf to determine how the superseded data were derived.
 NN0773
 NN0773_MARKER: DS = TRIANGULATION STATION DISK
 NN0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0773_STAMPING: BROWN 1949
 NN0773_MARK LOGO: CGS
 NN0773_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0773_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0773+STABILITY: SURFACE MOTION
 NN0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0773+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2022
 NN0773
 NN0773  HISTORY     - Date     Condition        Report By
 NN0773  HISTORY     - 19490913 MONUMENTED       CGS
 NN0773  HISTORY     - 19620511 GOOD             CGS
 NN0773  HISTORY     - 19950524 GOOD             NGS
 NN0773  HISTORY     - 20070821 GOOD             NEDR
 NN0773  HISTORY     - 20171003 GOOD             INDIV
 NN0773  HISTORY     - 20221117 GOOD             NEGS
 NN0773
 NN0773                          STATION DESCRIPTION
 NN0773
 NN0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0773'THE STATION IS LOCATED ABOUT 18.0 MILES SOUTH OF AINSWORTH
 NN0773'AND 7-1/4 MILES NORTH OF THE CALAMUS RIVER ON THE WEST
 NN0773'RIGHT-OF-WAY OF STATE ROUTE NO 7.  IT IS 35 FEET WEST OF
 NN0773'THE CENTER OF STATE ROUTE NO 7, 4 FEET EAST OF WITNESS POST
 NN0773'AND 4-1/2 FEET EAST OF TRIANGULAR BLAZED TELEPHONE POLE.
 NN0773'IT IS STAMPED BROWN 1949 AND PROJECTS 2 INCHES.
 NN0773'
 NN0773'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 35 FEET EAST
 NN0773'OF THE CENTER OF STATE ROUTE NO 7 AND 1 FOOT EAST OF NORTH-SOUTH
 NN0773'FENCE LINE.  IT IS STAMPED BROWN NO 1 1949 AND PROJECTS 3
 NN0773'INCHES.
 NN0773'
 NN0773'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF THE STATION, 33
 NN0773'FEET WEST OF THE CENTER OF STATE ROUTE NO 7.  IT IS STAMPED
 NN0773'BROWN NO 2 1949 AND PROJECTS 3 INCHES.
 NN0773'
 NN0773'THE AZIMUTH MARK IS ABOUT 0.65 MILE NORTH OF THE STATION, 35
 NN0773'FEET EAST OF THE CENTER OF STATE ROUTE NO 7, 3 FEET SOUTH
 NN0773'OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0773'IT IS STAMPED BROWN 1949 AND PROJECTS 3 INCHES.
 NN0773'
 NN0773'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0773'GO SOUTH ON STATE ROUTE NO 7 FOR 17.7 MILES TO THE AZIMUTH
 NN0773'MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON STATE ROUTE
 NN0773'NO 7 FOR 0.65 MILE TO THE STATION ON THE WEST SIDE AS DESCRIBED.
 NN0773'
 NN0773'A 4 FOOT SIGNAL AT STATION ROUND IS VISIBLE AT 4 FEET
 NN0773'
 NN0773'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0773'
 NN0773'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0773
 NN0773                          STATION RECOVERY (1962)
 NN0773
 NN0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NN0773'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0773'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG NEBRASKA
 NN0773'STATE HIGHWAY 7 WILL DESTROY THE AZIMUTH MARK AND REFERENCE
 NN0773'MARK NO. 1.  THEY WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NN0773'
 NN0773'STATION IS LOCATED ABOUT 18 MILES SOUTH OF AINSWORTH, 7 AND
 NN0773'1/4 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE CALAMUS RIVER
 NN0773'BRIDGE, AND 0.8 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE
 NN0773'RAVEN SCHOOL DISTRICT NO. 3 SCHOOLHOUSE ON THE EAST SIDE OF
 NN0773'THE HIGHWAY, STATION MARK IS 117 FEET WEST OF THE CENTERLINE
 NN0773'OF NEW STATE HIGHWAY 7, 20 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 NN0773'POLE, AND 4 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST.  THE
 NN0773'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NN0773'DISK IS STAMPED BROWN 1949.  STATION AND UNDERGROUND MARKS
 NN0773'ARE DESCRIBED.
 NN0773'
 NN0773'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0773'GO SOUTH ON STATE HIGHWAY 7 FOR 17.7 MILES TO THE AZIMUTH
 NN0773'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY
 NN0773'7 FOR 0.7 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NN0773'
 NN0773'REFERENCE MARK NO. 2 IS 18.69 FEET SOUTH-SOUTHEAST OF THE
 NN0773'STATION, AND 114 FEET WEST OF THE CENTERLINE OF NEW STATE
 NN0773'HIGHWAY 7.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NN0773'AND THE DISK IS STAMPED BROWN 1949 NO 2.
 NN0773'
 NN0773'REFERENCE MARK NO. 3 IS 19.80 FEET NORTH-NORTHWEST OF THE
 NN0773'STATION, 120 FEET WEST OF THE CENTERLINE OF NEW STATE HIGHWAY
 NN0773'7 AND 2.5 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 NN0773'4 INCHES AND THE DISK IS STAMPED BROWN NO 3 1949.
 NN0773'
 NN0773'AZIMUTH MARK RESET IS 0.7 MILE NORTH OF THE STATION, 119 FEET
 NN0773'EAST OF THE CENTER OF STATE HIGHWAY 7, 45 FEET SOUTH OF A
 NN0773'FENCE T-INTERSECTION, 16 FEET SOUTH OF A SOUTH GATE POST,
 NN0773'2 FEET SOUTH OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A
 NN0773'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NN0773'BROWN 1949 RESET 1962.
 NN0773'
 NN0773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0773
 NN0773                          STATION RECOVERY (1995)
 NN0773
 NN0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0773'THE MARK IS LOCATED ABOUT 18.75 MI (30.17 KM) SOUTH OF AINSWORTH, 7.5
 NN0773'MI (12.1 KM) NORTH OF THE CALAMUS RIVER, ABOUT 400 FT (121.9 M)
 NN0773'SOUTH-SOUTHEAST OF A NEW SCHOOL BUILDING, ON THE WEST RIGHT-OF-WAY OF
 NN0773'STATE HIGHWAY 7, 0.4 MI (0.6 KM) NORTH OF ROAD LEADING WEST TO WILLOW
 NN0773'LAKE, LONG LAKE RECREATION AREA AND ELSMERE, AND NEAR THE NORTH 1/4
 NN0773'CORNER, SEC27, T27N, R22W.  TO REACH THE MARK FROM THE JUNCTION OF
 NN0773'U.S. HIGHWAY 20 AND STATE HIGHWAY 7, 4TH AND MAIN STREETS, IN
 NN0773'AINSWORTH, GO SOUTH ON MAIN STREET AND HIGHWAY 7 FOR 18.70 MI (30.09
 NN0773'KM) TO THE SCHOOL AND THE MARK ON THE RIGHT, AT A PAVED DRIVE.  THE
 NN0773'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0773'ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND.  IT IS 116.0 FT (35.4 M) WEST
 NN0773'OF THE CENTERLINE OF THE HIGHWAY, 92.0 FT (28.0 M) SOUTH OF THE
 NN0773'CENTERLINE OF THE DRIVE, 52.8 FT (16.1 M) SOUTH-SOUTHEAST OF THE SOUTH
 NN0773'GATEPOST OF A GATE INTO A PASTURE, 34.6 FT (10.5 M) SOUTH-SOUTHEAST OF
 NN0773'A METAL UNDERGROUND CABLE WARNING POST, 6.9 FT (2.1 M) NORTHEAST OF A
 NN0773'UTILITY POLE, 6.5 FT (2.0 M) EAST OF THE WEST RIGHT-OF-WAY FENCE, 3.8
 NN0773'FT (1.2 M) EAST-SOUTHEAST OF A WITNESS POST AND ABOUT LEVEL WITH THE
 NN0773'HIGHWAY.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 NN0773
 NN0773                          STATION RECOVERY (2007)
 NN0773
 NN0773'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 NN0773'RECOVERED IN GOOD CONDITION.
 NN0773
 NN0773                          STATION RECOVERY (2017)
 NN0773
 NN0773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0773'RECOVERED AS DESCRIBED.
 NN0773
 NN0773                          STATION RECOVERY (2022)
 NN0773
 NN0773'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (DM)
 NN0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1172 ***********************************************************************
 LH1172  DESIGNATION -  BROWN
 LH1172  PID         -  LH1172
 LH1172  STATE/COUNTY-  NE/NUCKOLLS
 LH1172  COUNTRY     -  US
 LH1172  USGS QUAD   -  BOSTWICK (2017)
 LH1172
 LH1172                         *CURRENT SURVEY CONTROL
 LH1172  ______________________________________________________________________
 LH1172* NAD 83(1995) POSITION- 40 00 08.63107(N) 098 09 52.94639(W)   ADJUSTED
 LH1172* NAVD 88 ORTHO HEIGHT -   526.    (meters)     1726.    (feet) SCALED
 LH1172  ______________________________________________________________________
 LH1172  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 LH1172  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 LH1172  HORZ ORDER      -  SECOND
 LH1172
 LH1172.The horizontal coordinates were established by classical geodetic methods
 LH1172.and adjusted by the National Geodetic Survey in August 1997.
 LH1172
 LH1172.The orthometric height was scaled from a topographic map.
 LH1172
 LH1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1172.GEOID18 height accuracy estimate available here.
 LH1172
 LH1172.Click photographs - Photos may exist for this station.
 LH1172
 LH1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1172
 LH1172. The following values were computed from the NAD 83(1995) position.
 LH1172
 LH1172;                    North         East     Units Scale Factor Converg.
 LH1172;SPC NE       -    20,435.724   656,705.299   MT  0.99999892   +1 12 58.5
 LH1172;SPC NE       -    67,046.20  2,154,540.64   sFT  0.99999892   +1 12 58.5
 LH1172;UTM  14      - 4,428,357.416   571,298.282   MT  0.99966258   +0 32 13.1
 LH1172
 LH1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1172!SPC NE       -   0.99992155  x   0.99999892  =   0.99992047
 LH1172!UTM  14      -   0.99992155  x   0.99966258  =   0.99958415
 LH1172
 LH1172:                Primary Azimuth Mark                     Grid Az
 LH1172:SPC NE       -  BROWN AZ MK                              269 10 52.5
 LH1172:UTM  14      -  BROWN AZ MK                              269 51 37.9
 LH1172
 LH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7129828357(NAD 83)
 LH1172
 LH1172|---------------------------------------------------------------------|
 LH1172| PID    Reference Object                     Distance      Geod. Az  |
 LH1172|                                                           dddmmss.s |
 LH1172| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX. 5.7 KM 0655002.4 |
 LH1172| LH1169 SUPERIOR MUNICIPAL TANK             APPROX. 9.0 KM 0691751.5 |
 LH1172| CN7975 BROWN RM 1                           10.511 METERS 08804     |
 LH1172| CN7976 BROWN RM 2                           16.126 METERS 18230     |
 LH1172| CN7974 BROWN AZ MK                                        2702351.0 |
 LH1172|---------------------------------------------------------------------|
 LH1172
 LH1172                          SUPERSEDED SURVEY CONTROL
 LH1172
 LH1172  NAD 83(1986)-  40 00 08.63594(N)    098 09 52.94604(W) AD(       ) 2
 LH1172  NAD 27      -  40 00 08.58700(N)    098 09 51.78000(W) AD(       ) 2
 LH1172
 LH1172.Superseded values are not recommended for survey control.
 LH1172
 LH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1172.See file dsdata.pdf to determine how the superseded data were derived.
 LH1172
 LH1172_MARKER: DS = TRIANGULATION STATION DISK
 LH1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1172
 LH1172  HISTORY     - Date     Condition        Report By
 LH1172  HISTORY     - 1947     MONUMENTED       CGS
 LH1172
 LH1172                          STATION DESCRIPTION
 LH1172
 LH1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1172'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SUPERIOR, NEBRASKA
 LH1172'ALONG THE KANSAS-NEBRASKA STATE LINE.  THE MARK, STAMPED BROWN 1947,
 LH1172'IS 31 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST TRACK ROAD, 4
 LH1172'FEET SOUTH OF AN EAST-WEST WIRE FENCE, 3.5 FEET SOUTH OF A WITNESS
 LH1172'POST AND IS SET FLUSH WITH THE GROUND.
 LH1172'
 LH1172'REFERENCE MARK NO. 1, STAMPED BROWN NO 1 1947, IS 32 FEET NORTH OF
 LH1172'THE CENTER LINE OF AN EAST-WEST TRACK ROAD, 3 FEET SOUTH OF AN
 LH1172'EAST-WEST WIRE FENCE AND PROJECTS 3 INCHES.
 LH1172'
 LH1172'REFERENCE MARK NO. 2, STAMPED BROWN NO 2 1947, IS 22 FEET SOUTH OF
 LH1172'THE CENTER LINE OF AN EAST-WEST TRACK ROAD AND PROJECTS 3 INCHES.
 LH1172'
 LH1172'THE AZIMUTH MARK, STAMPED BROWN 1947, IS 0.05 MILE EAST OF A T ROAD
 LH1172'INTERSECTION, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH1172'TRACK ROAD, 2 FEET SOUTH OF AN EAST-WEST WIRE FENCE, 2 FEET SOUTH
 LH1172'OF A WITNESS POST AND PROJECTS 5 INCHES.
 LH1172'
 LH1172'TO REACH THE STATION FROM SUPERIOR, NEBRASKA, GO SOUTHERLY ON STATE
 LH1172'HIGHWAY NO. 14 FOR 3.0 MILES TO THE NEBRASKA-KANSAS STATE LINE.
 LH1172'TURN RIGHT, WEST, ALONG THE NEBRASKA-KANSAS STATE LINE ROAD AND GO
 LH1172'2.0 MILES TO A POINT WHERE THE ROAD TURNS RIGHT, NORTH.  TURN
 LH1172'RIGHT AND GO 1.0 MILE TO A CROSS ROAD.  AT THE CROSSROAD, TURN
 LH1172'LEFT, WEST, AND GO 2.0 MILE TO A CROSSROAD.  TURN LEFT,
 LH1172'SOUTH, AND GO 1.0 MILE TO A POINT WHERE THE ROAD TURNS LEFT,
 LH1172'EAST.  TURN LEFT AND GO 0.2 MILES TO THE SUMMIT OF A HIGH HILL AND
 LH1172'T ROAD INTERSECTION.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.05 MILE
 LH1172'TO AZIMUTH MARK ON LEFT, NORTH SIDE OF ROAD.  CONTINUE
 LH1172'STRAIGHT AHEAD, EAST FOR 0.55 MILES TO THE SUMMIT OF A RIDGE AND
 LH1172'STATION MARK ON THE LEFT, NORTH, SIDE OF ROAD.
 LH1172'
 LH1172'A 74 FOOT SIGNAL AT STATION DARWIN IS VG.
 LH1172'
 LH1172'A 4 FOOT SIGNAL AT STATION CAMPBELL IS VG.
 LH1172'
 LH1172'A 74 FOOT SIGNAL AT STATION SUPERIOR IS VG.
 LH1172'
 LH1172'A 87 FOOT SIGNAL AT STATION HARDY IS VG.
 LH1172'
 LH1172'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1366 ***********************************************************************
 LF1366  DESIGNATION -  BROWN
 LF1366  PID         -  LF1366
 LF1366  STATE/COUNTY-  NE/NEMAHA
 LF1366  COUNTRY     -  US
 LF1366  USGS QUAD   -  PERU (2017)
 LF1366
 LF1366                         *CURRENT SURVEY CONTROL
 LF1366  ______________________________________________________________________
 LF1366* NAD 83(1995) POSITION- 40 24 43.18645(N) 095 40 09.49760(W)   ADJUSTED
 LF1366* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 LF1366  ______________________________________________________________________
 LF1366  GEOID HEIGHT    -        -30.022 (meters)                     GEOID18
 LF1366  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 LF1366  HORZ ORDER      -  SECOND
 LF1366
 LF1366.The horizontal coordinates were established by classical geodetic methods
 LF1366.and adjusted by the National Geodetic Survey in August 1997.
 LF1366
 LF1366.The orthometric height was scaled from a topographic map.
 LF1366
 LF1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1366.GEOID18 height accuracy estimate available here.
 LF1366
 LF1366.Click photographs - Photos may exist for this station.
 LF1366
 LF1366.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1366
 LF1366. The following values were computed from the NAD 83(1995) position.
 LF1366
 LF1366;                    North         East     Units Scale Factor Converg.
 LF1366;SPC NE       -    73,452.515   867,369.801   MT  0.99983910   +2 52 11.8
 LF1366;SPC NE       -   240,985.46  2,845,695.76   sFT  0.99983910   +2 52 11.8
 LF1366;SPC NE       -   240,985.46  2,845,695.76   sFT  0.99983910   +2 52 11.8
 LF1366;SPC MO W     -   471,869.259   750,755.959   MT  1.00006237   -0 45 29.2
 LF1366;SPC NE       -    73,452.515   867,369.801   MT  0.99983910   +2 52 11.8
 LF1366;UTM  15      - 4,476,907.976   273,510.985   MT  1.00023149   -1 43 52.3
 LF1366
 LF1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1366!SPC NE       -   0.99994964  x   0.99983910  =   0.99978875
 LF1366!SPC MO W     -   0.99994964  x   1.00006237  =   1.00001200
 LF1366!SPC NE       -   0.99994964  x   0.99983910  =   0.99978875
 LF1366!UTM  15      -   0.99994964  x   1.00023149  =   1.00018112
 LF1366
 LF1366:                Primary Azimuth Mark                     Grid Az
 LF1366:SPC NE       -  MOODY RESET                              292 00 21.2
 LF1366:SPC MO W     -  MOODY RESET                              295 38 02.2
 LF1366:SPC NE       -  MOODY RESET                              292 00 21.2
 LF1366:UTM  15      -  MOODY RESET                              296 36 25.3
 LF1366
 LF1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7351076907(NAD 83)
 LF1366
 LF1366|---------------------------------------------------------------------|
 LF1366| PID    Reference Object                     Distance      Geod. Az  |
 LF1366|                                                           dddmmss.s |
 LF1366| CL6956 BROWN RM 2                           22.212 METERS 07304     |
 LF1366| CL6955 BROWN RM 1                           26.679 METERS 16838     |
 LF1366| CL6954 BROWN AZ MK                                        2162752.6 |
 LF1366| LF1387 MOODY RESET                         APPROX.13.1 KM 2945233.0 |
 LF1366|---------------------------------------------------------------------|
 LF1366
 LF1366                          SUPERSEDED SURVEY CONTROL
 LF1366
 LF1366  NAD 83(1986)-  40 24 43.19277(N)    095 40 09.49301(W) AD(       ) 2
 LF1366  NAD 27      -  40 24 43.18500(N)    095 40 08.52700(W) AD(       ) 2
 LF1366
 LF1366.Superseded values are not recommended for survey control.
 LF1366
 LF1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1366.See file dsdata.pdf to determine how the superseded data were derived.
 LF1366
 LF1366_MARKER: DS = TRIANGULATION STATION DISK
 LF1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1366_STAMPING: BROWN 1947
 LF1366_MARK LOGO: CGS
 LF1366_PROJECTION: RECESSED 30 CENTIMETERS
 LF1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1366+STABILITY: SURFACE MOTION
 LF1366
 LF1366  HISTORY     - Date     Condition        Report By
 LF1366  HISTORY     - 1947     MONUMENTED       CGS
 LF1366  HISTORY     - 1963     GOOD             CGS
 LF1366
 LF1366                          STATION DESCRIPTION
 LF1366
 LF1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1366'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF BROWNSVILLE IN
 LF1366'BARNYARD ON HIGH POINT OF RIVER BLUFFS.  IT IS 77.6 FEET NORTHWEST
 LF1366'OF THE NORTHWEST CORNER OF A SMALL BARN, 61.3 FEET EAST OF AN 18
 LF1366'INCH PINE TREE, 11.6 FEET WEST OF A WHITE WITNESS POST AND 12
 LF1366'FEET WEST OF A FENCELINE.  THE MARK IS ABOUT 12 INCHES BELOW THE
 LF1366'SURFACE OF THE GROUND AND THE DISK IS STAMPED BROWN 1947.
 LF1366'
 LF1366'REFERENCE MARK NO. 1 IS 87.53 FEET SOUTH OF THE STATION, 55 FEET
 LF1366'WEST OF THE SOUTHWEST CORNER OF A SMALL BARN, 17 FEET NORTH
 LF1366'OF WEST GATE POST AND IN A FENCELINE.  THE MARK PROJECTS ABOUT
 LF1366'4 INCHES AND THE DISK IS STAMPED BROWN 1947 NO 1.
 LF1366'
 LF1366'REFERENCE MARK NO. 2 IS 72.88 FEET EAST OF THE STATION, 62 FEET
 LF1366'NORTH OF THE NORTHWEST CORNER OF A SMALL BARN, 24 FEET WEST OF A
 LF1366'FENCE CORNER POST AND IN THE FENCELINE.  THE MARK PROJECTS ABOUT
 LF1366'4 INCHES AND THE DISK IS STAMPED BROWN 1947 NO 2.
 LF1366'
 LF1366'THE AZIMUTH MARK IS ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 LF1366'52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE,
 LF1366'2 FEET NORTH OF A POWER POLE AND 2 FEET NORTHEAST OF A WHITE
 LF1366'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LF1366'STAMPED BROWN 1947.
 LF1366'
 LF1366'TO REACH THE STATION FROM THE POST OFFICE IN BROWNSVILLE GO WEST ON
 LF1366'STATE ROUTE 3 FOR 0.3 MILE TO GRAVELED ROAD RIGHT, TURN RIGHT HERE
 LF1366'AND GO 1.1 MILES TO PRIVATE ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE
 LF1366'TO STATION PASSING TO LEFT OF FARM BUILDINGS AND TO THE RIGHT OF
 LF1366'FENCELINE.  TO REACH AZIMUTH MARK FROM STATION FOLLOW PRIVATE
 LF1366'ROAD FOR 0.2 MILES TO GRAVELED ROAD, TURN LEFT AND GO 0.2 MILE
 LF1366'TO A PRIVATE ROAD RIGHT.  TURN RIGHT HERE AND GO 0.1 MILE TO
 LF1366'MARK ON RIGHT AS DESCRIBED.
 LF1366'
 LF1366'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1366
 LF1366                          STATION RECOVERY (1963)
 LF1366
 LF1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LF1366'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LF1366'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD
 LF1366'BEEN DESTROYED.  THERE ARE NEW BUILDINGS NEAR THE SITE OF THE
 LF1366'STATION AND THE REFERENCE MARK NO. 1 OR THE AZIMUTH MARK ARE NOT
 LF1366'VISIBLE FROM THE STATION, SO A NEW REFERENCE MARK WAS NOT
 LF1366'ESTABLISHED AT THIS TIME.  THE STATION MARK IS LOCATED IN A
 LF1366'HOG YARD AND NORTH OF A MACHINE SHED.  A COMPLETE DESCRIPTION
 LF1366'FOLLOWS.
 LF1366'
 LF1366'STATION IS LOCATED ABOUT 1 AND 1/4 MILES NORTH OF BROWNSVILLE IN
 LF1366'A HOGYARD ON THE HIGH POINT OF RIVER BLUFFS ON LAND OWNED BY
 LF1366'HOLMES BROTHERS AND WHICH OVERLOOKS THE MISSOURI RIVER AND THE
 LF1366'BROWNSVILLE BRIDGE OVER THE RIVER, ABOUT 200 FEET NORTH OF A WHITE
 LF1366'SQUARE HOUSE, 77.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF1366'SMALL RED BARN, 61.3 FEET EAST-NORTHEAST OF A PINE TREE, 24.4 FEET
 LF1366'EAST-NORTHEAST OF THE NORTHWEST CORNER OF A SMALL MACHINE
 LF1366'SHED, 15.3 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 LF1366'SAME MACHINE SHED, AND 7.6 FEET NORTH OF THE NORTH SIDE OF
 LF1366'THE SAME SHED.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 LF1366'OF THE GROUND IN THE HOG YARD AND THE DISK IS STAMPED
 LF1366'BROWN 1947.
 LF1366'
 LF1366'NOTE- THE MACHINE SHED OBSTRUCTS THE VIEW TO THE AZIMUTH AND
 LF1366'REFERENCE MARKS WHICH REMAIN.
 LF1366'
 LF1366'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LF1366'BROWNSVILLE, GO WEST ON STATE HIGHWAY 136 FOR 0.3 MILE TO A
 LF1366'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR
 LF1366'0.8 MILE TO ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE NORTH
 LF1366'ON THE MAIN GRAVEL ROAD FOR 0.2 MILE TO WHERE THE MAIN ROAD TURNS
 LF1366'RIGHT AND A DRIVEWAY LEADS STRAIGHT AHEAD NORTH TO A SMALL
 LF1366'WHITE HOUSE AND THE AZIMUTH MARK.  TURN RIGHT AND FOLLOW THE
 LF1366'MAIN GRAVELLED ROAD EAST AND NORTH FOR 0.15 MILE TO WHERE THE
 LF1366'MAIN ROAD BEARS LEFT, ANOTHER ROAD TURNS SHARP RIGHT, AND A
 LF1366'PRIVATE DRIVEWAY LEADS STRAIGHT AHEAD UPHILL TO A HOUSE.
 LF1366'TAKE THE PRIVATE DRIVEWAY UPHILL TO THE HOLMES BROTHERS HOUSE FOR
 LF1366'A DISTANCE OF 0.15 MILE AND THE STATION ABOUT 200 FEET
 LF1366'NORTH OF THE HOUSE AS DESCRIBED.
 LF1366'
 LF1366'REFERENCE MARK NO. 1 IS 87.53 FEET SOUTH OF THE STATION, 119 FEET
 LF1366'NORTH OF THE NORTHWEST CORNER OF HOLMES BROS WHITE HOUSE, 92
 LF1366'FEET NORTH OF POWER POLE WITH METER ATTACHED, 79 FEET SOUTH OF THE
 LF1366'NORTHEAST CORNER OF SMALL MACHINE SHED, 52 FEET WEST OF THE
 LF1366'SOUTHWEST CORNER OF NEW ADDITION TO SMALL RED BARN, 6 FEET NORTH
 LF1366'OF THE NORTH ONE OF SIX ELM TREES IN A NORTH-SOUTH ROW, AND 1
 LF1366'FOOT NORTH OF A NEW STEEL WITNESS POST WITH A SIGN.  THE MARK
 LF1366'PROJECTS 2 INCHES AND THE DISK IS STAMPED BROWN NO 1 1947.
 LF1366'
 LF1366'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 LF1366'
 LF1366'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, 52 FEET SOUTH OF
 LF1366'THE SOUTHWEST OF A SMALL WHITE HOUSE, AND 2 FEET NORTH OF A POWER
 LF1366'POLE.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND
 LF1366'AND THE DISK IS STAMPED BROWN 1947.
 LF1366'
 LF1366'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE PRIVATE
 LF1366'DRIVEWAY SOUTH FOR 0.15 MILE TO THE MAIN ROAD.  CONTINUE SOUTH ON
 LF1366'THE MAIN ROAD AND THEN WEST FOR 0.15 MILE TO WHERE MAIN ROAD
 LF1366'TURNS SOUTH AGAIN AND A PRIVATE DRIVEWAY ON THE RIGHT.  TURN
 LF1366'RIGHT INTO DRIVEWAY AND GO NORTH FOR 0.05 MILE TO WHITE HOUSE AND
 LF1366'THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2068 ***********************************************************************
 MK2068  DESIGNATION -  BROWN
 MK2068  PID         -  MK2068
 MK2068  STATE/COUNTY-  NE/SAUNDERS
 MK2068  COUNTRY     -  US
 MK2068  USGS QUAD   -  WAHOO EAST (2017)
 MK2068
 MK2068                         *CURRENT SURVEY CONTROL
 MK2068  ______________________________________________________________________
 MK2068* NAD 83(1995) POSITION- 41 08 09.20301(N) 096 37 12.51898(W)   ADJUSTED
 MK2068* NAVD 88 ORTHO HEIGHT -   412.    (meters)     1352.    (feet) SCALED
 MK2068  ______________________________________________________________________
 MK2068  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 MK2068  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 MK2068  HORZ ORDER      -  SECOND
 MK2068
 MK2068.The horizontal coordinates were established by classical geodetic methods
 MK2068.and adjusted by the National Geodetic Survey in August 1997.
 MK2068
 MK2068.The orthometric height was scaled from a topographic map.
 MK2068
 MK2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2068.GEOID18 height accuracy estimate available here.
 MK2068
 MK2068.Click photographs - Photos may exist for this station.
 MK2068
 MK2068.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2068
 MK2068. The following values were computed from the NAD 83(1995) position.
 MK2068
 MK2068;                    North         East     Units Scale Factor Converg.
 MK2068;SPC NE       -   150,161.780   783,616.706   MT  0.99967932   +2 14 23.4
 MK2068;SPC NE       -   492,655.77  2,570,915.81   sFT  0.99967932   +2 14 23.4
 MK2068;UTM  14      - 4,556,572.113   699,745.717   MT  1.00009107   +1 33 58.0
 MK2068
 MK2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2068!SPC NE       -   0.99993956  x   0.99967932  =   0.99961890
 MK2068!UTM  14      -   0.99993956  x   1.00009107  =   1.00003062
 MK2068
 MK2068:                Primary Azimuth Mark                     Grid Az
 MK2068:SPC NE       -  MOSQUITO                                 102 38 03.4
 MK2068:UTM  14      -  MOSQUITO                                 103 18 28.8
 MK2068
 MK2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9974556572(NAD 83)
 MK2068
 MK2068|---------------------------------------------------------------------|
 MK2068| PID    Reference Object                     Distance      Geod. Az  |
 MK2068|                                                           dddmmss.s |
 MK2068| MK2072 MOSQUITO                            APPROX. 7.8 KM 1045226.8 |
 MK2068| CL6957 BROWN RM 1                           12.665 METERS 17817     |
 MK2068| CL6958 BROWN RM 2                           51.200 METERS 29221     |
 MK2068|---------------------------------------------------------------------|
 MK2068
 MK2068                          SUPERSEDED SURVEY CONTROL
 MK2068
 MK2068  NAD 83(1986)-  41 08 09.21513(N)    096 37 12.52260(W) AD(       ) 2
 MK2068  NAD 27      -  41 08 09.19905(N)    096 37 11.43030(W) AD(       ) 2
 MK2068
 MK2068.Superseded values are not recommended for survey control.
 MK2068
 MK2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2068.See file dsdata.pdf to determine how the superseded data were derived.
 MK2068
 MK2068_MARKER: DD = SURVEY DISK
 MK2068_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2068+WITH SETTING: INFORMATION.
 MK2068_STAMPING: ET BROWN 1967
 MK2068_MARK LOGO: USGS
 MK2068_PROJECTION: FLUSH
 MK2068_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2068
 MK2068  HISTORY     - Date     Condition        Report By
 MK2068  HISTORY     - 1967     MONUMENTED       USGS
 MK2068
 MK2068                          STATION DESCRIPTION
 MK2068
 MK2068'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2068'THE STATION IS LOCATED APPROX. 5.0 MI S. OF WAHOO, T. 14 N.,
 MK2068'R. 7 E., NEAR THE COR. OF SECS. 3, 4, 33, AND 34, IN CENTER OF
 MK2068'OPEN SIDE YARD, 43 FT N. OF CORRAL FENCE AND CATTLE RUN, 68 FT
 MK2068'S. OF 24-IN. ELM TREE, 218 FT E. OF CENTER OF HWY. 77, 54 FT
 MK2068'SE. OF SE. CORNER OF GARAGE.
 MK2068'
 MK2068'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2068'6TH ST. FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 0.3 MI ALONG
 MK2068'HWY. 92 TO JCT. OF HWY. 92 AND HWY. 77, CONTINUE S. ON HWY. 77
 MK2068'FOR 5.0 MI TO VILLAGE OF SWEDESBURG, AT FARM OF MR. BROWN.
 MK2068'
 MK2068'ALL MARKS ARE FLSUH WITH THE GROUND.  STANDARD TABLET CRIMPED ON
 MK2068'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 MK2068'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2068'
 MK2068'THE STATION MARK IS STAMPED ET BROWN 1967.
 MK2068'
 MK2068'REFERENCE MARK 1 IS S. OF THE STATION, 2 FT N. OF CORRAL FENCE AND
 MK2068'CATTLE RUN, 50 FT E. OF CATTLE CHUTE, 217 FT E. OF CENTER OF HWY.
 MK2068'77, AND STAMPED BROWN NO 1 1967.
 MK2068'
 MK2068'REFERENCE MARK 2 IS W. OF THE STATION, 51 FT E. OF CENTER OF
 MK2068'HWY. 77, 3 FT S. OF TELEPHONE POLE, 98 FT N. OF CENTER OF DRIVEWAY
 MK2068'E..  STAMPED BROWN NO 2 1967.
 MK2068'
 MK2068'AZIMUTH MARK LOCATED APPROX. 5.0 MI N. OF STATION IN TOWN OF
 MK2068'WAHOO, CENTER OF SILVER DOME TOP OF COURTHOUSE IN WAHOO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0119 ***********************************************************************
 NP0119  DESIGNATION -  BROWN RM 1
 NP0119  PID         -  NP0119
 NP0119  STATE/COUNTY-  NE/BOX BUTTE
 NP0119  COUNTRY     -  US
 NP0119  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0119
 NP0119                         *CURRENT SURVEY CONTROL
 NP0119  ______________________________________________________________________
 NP0119* NAD 83(1986) POSITION- 42 01 06.90   (N) 102 56 14.53   (W)   HD_HELD1
 NP0119* NAVD 88 ORTHO HEIGHT -  1228.662 (meters)     4031.04  (feet) POSTED
 NP0119  ______________________________________________________________________
 NP0119  GEOID HEIGHT    -        -18.841 (meters)                     GEOID18
 NP0119  DYNAMIC HEIGHT  -       1227.92  (meters)     4028.6   (feet) COMP
 NP0119  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 NP0119
 NP0119  VERT ORDER      -  * POSTED, SEE BELOW
 NP0119
 NP0119.The horizontal coordinates were determined by differentially corrected
 NP0119.hand held GPS observations or other comparable positioning techniques
 NP0119.and have an estimated accuracy of +/- 3 meters.
 NP0119
 NP0119.The orthometric height was determined by differential leveling
 NP0119.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0119
 NP0119.* This is a POSTED BENCH MARK height.
 NP0119
 NP0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0119.GEOID18 height accuracy estimate available here.
 NP0119
 NP0119.Click photographs - Photos may exist for this station.
 NP0119
 NP0119.The dynamic height is computed by dividing the NAVD 88
 NP0119.geopotential number by the normal gravity value computed on the
 NP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0119.degrees latitude (g = 980.6199 gals.).
 NP0119
 NP0119.The modeled gravity was interpolated from observed gravity values.
 NP0119
 NP0119;                    North         East    Units  Estimated Accuracy
 NP0119;SPC NE       -   246,752.7     256,827.6     MT  (+/- 3 meters HH1 GPS) 
 NP0119
 NP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7077653897(NAD 83)
 NP0119
 NP0119                          SUPERSEDED SURVEY CONTROL
 NP0119
 NP0119  NGVD 29 (??/??/92) 1228.061  (m)         4029.06   (f) ADJ UNCH    1 2
 NP0119
 NP0119.Superseded values are not recommended for survey control.
 NP0119
 NP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0119.See file dsdata.pdf to determine how the superseded data were derived.
 NP0119
 NP0119_MARKER: DR = REFERENCE MARK DISK
 NP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0119_STAMPING: BROWN NO 1 1946
 NP0119_MARK LOGO: CGS
 NP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0119+STABILITY: SURFACE MOTION
 NP0119
 NP0119  HISTORY     - Date     Condition        Report By
 NP0119  HISTORY     - 1946     MONUMENTED       CGS
 NP0119  HISTORY     - 1956     GOOD             CGS
 NP0119  HISTORY     - 1985     GOOD             NGS
 NP0119
 NP0119                          STATION DESCRIPTION
 NP0119
 NP0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0119'6.5 MI SW FROM ALLIANCE.
 NP0119'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0119'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A
 NP0119'ROAD CROSSING, ON TOP OF A SMALL KNOLL, 40 FEET WEST OF THE WEST
 NP0119'RAIL OF THE MAIN TRACK, 24.0 FEET NORTHEAST OF TRIANGULATION
 NP0119'STATION BROWN 1946, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0119'PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 NP0119'SECTION 25, TOWNSHIP 24 NORTH, RANGE 49 WEST.
 NP0119
 NP0119                          STATION RECOVERY (1985)
 NP0119
 NP0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0119'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0119'THE DESCRIBED RAILROAD IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0117 ***********************************************************************
 NP0117  DESIGNATION -  BROWN RM 2
 NP0117  PID         -  NP0117
 NP0117  STATE/COUNTY-  NE/BOX BUTTE
 NP0117  COUNTRY     -  US
 NP0117  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0117
 NP0117                         *CURRENT SURVEY CONTROL
 NP0117  ______________________________________________________________________
 NP0117* NAD 83(1986) POSITION- 42 01 06.54   (N) 102 56 14.84   (W)   HD_HELD1
 NP0117* NAVD 88 ORTHO HEIGHT -  1228.918 (meters)     4031.88  (feet) POSTED
 NP0117  ______________________________________________________________________
 NP0117  GEOID HEIGHT    -        -18.842 (meters)                     GEOID18
 NP0117  DYNAMIC HEIGHT  -       1228.18  (meters)     4029.5   (feet) COMP
 NP0117  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 NP0117
 NP0117  VERT ORDER      -  * POSTED, SEE BELOW
 NP0117
 NP0117.The horizontal coordinates were determined by differentially corrected
 NP0117.hand held GPS observations or other comparable positioning techniques
 NP0117.and have an estimated accuracy of +/- 3 meters.
 NP0117
 NP0117.The orthometric height was determined by differential leveling
 NP0117.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0117
 NP0117.* This is a POSTED BENCH MARK height.
 NP0117
 NP0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0117.GEOID18 height accuracy estimate available here.
 NP0117
 NP0117.Click photographs - Photos may exist for this station.
 NP0117
 NP0117.The dynamic height is computed by dividing the NAVD 88
 NP0117.geopotential number by the normal gravity value computed on the
 NP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0117.degrees latitude (g = 980.6199 gals.).
 NP0117
 NP0117.The modeled gravity was interpolated from observed gravity values.
 NP0117
 NP0117;                    North         East    Units  Estimated Accuracy
 NP0117;SPC NE       -   246,741.8     256,820.1     MT  (+/- 3 meters HH1 GPS) 
 NP0117
 NP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7076953886(NAD 83)
 NP0117
 NP0117                          SUPERSEDED SURVEY CONTROL
 NP0117
 NP0117  NGVD 29 (??/??/92) 1228.316  (m)         4029.90   (f) ADJ UNCH    1 2
 NP0117
 NP0117.Superseded values are not recommended for survey control.
 NP0117
 NP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0117.See file dsdata.pdf to determine how the superseded data were derived.
 NP0117
 NP0117_MARKER: DR = REFERENCE MARK DISK
 NP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0117_STAMPING: BROWN NO 2 1946
 NP0117_MARK LOGO: CGS
 NP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0117+STABILITY: SURFACE MOTION
 NP0117
 NP0117  HISTORY     - Date     Condition        Report By
 NP0117  HISTORY     - 1946     MONUMENTED       CGS
 NP0117  HISTORY     - 1956     GOOD             CGS
 NP0117  HISTORY     - 1985     GOOD             NGS
 NP0117
 NP0117                          STATION DESCRIPTION
 NP0117
 NP0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0117'6.5 MI SW FROM ALLIANCE.
 NP0117'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0117'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A ROAD
 NP0117'CROSSING, ON TOP OF A SMALL KNOLL, 40 FEET WEST OF THE WEST
 NP0117'RAIL OF THE MAIN TRACK, 22.9 FEET SOUTHEAST OF TRIANGULATION
 NP0117'STATION BROWN 1946, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0117'FLUSH WITH THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 25,
 NP0117'TOWNSHIP 24 NORTH, RANGE 49 WEST.
 NP0117
 NP0117                          STATION RECOVERY (1985)
 NP0117
 NP0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0117'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0117'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.  NOT
 NP0117'LEVELED TO THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0516 ***********************************************************************
 LJ0516  DESIGNATION -  BROWNING
 LJ0516  PID         -  LJ0516
 LJ0516  STATE/COUNTY-  NE/CHASE
 LJ0516  COUNTRY     -  US
 LJ0516  USGS QUAD   -  CHASE (2017)
 LJ0516
 LJ0516                         *CURRENT SURVEY CONTROL
 LJ0516  ______________________________________________________________________
 LJ0516* NAD 83(1995) POSITION- 40 31 39.71335(N) 101 46 38.24290(W)   ADJUSTED
 LJ0516* NAVD 88 ORTHO HEIGHT -  1052.    (meters)     3451.    (feet) SCALED
 LJ0516  ______________________________________________________________________
 LJ0516  GEOID HEIGHT    -        -21.982 (meters)                     GEOID18
 LJ0516  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 LJ0516  HORZ ORDER      -  FIRST
 LJ0516
 LJ0516.The horizontal coordinates were established by classical geodetic methods
 LJ0516.and adjusted by the National Geodetic Survey in August 1997.
 LJ0516
 LJ0516.The orthometric height was scaled from a topographic map.
 LJ0516
 LJ0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0516.GEOID18 height accuracy estimate available here.
 LJ0516
 LJ0516.Click photographs - Photos may exist for this station.
 LJ0516
 LJ0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0516
 LJ0516. The following values were computed from the NAD 83(1995) position.
 LJ0516
 LJ0516;                    North         East     Units Scale Factor Converg.
 LJ0516;SPC NE       -    78,642.998   349,445.376   MT  0.99980302   -1 10 40.1
 LJ0516;SPC NE       -   258,014.57  1,146,472.04   sFT  0.99980302   -1 10 40.1
 LJ0516;UTM  14      - 4,490,035.777   264,751.846   MT  1.00028126   -1 48 20.0
 LJ0516
 LJ0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0516!SPC NE       -   0.99983838  x   0.99980302  =   0.99964144
 LJ0516!UTM  14      -   0.99983838  x   1.00028126  =   1.00011960
 LJ0516
 LJ0516:                Primary Azimuth Mark                     Grid Az
 LJ0516:SPC NE       -  BROWNING AZ MK                           326 35 54.0
 LJ0516:UTM  14      -  BROWNING AZ MK                           327 13 33.9
 LJ0516
 LJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6475190035(NAD 83)
 LJ0516
 LJ0516|---------------------------------------------------------------------|
 LJ0516| PID    Reference Object                     Distance      Geod. Az  |
 LJ0516|                                                           dddmmss.s |
 LJ0516| CP6678 BROWNING RM 3                         6.547 METERS 04623     |
 LJ0516| CP6677 BROWNING RM 2                       190.586 METERS 26148     |
 LJ0516| CP6675 BROWNING AZ MK                                     3252513.9 |
 LJ0516| CP6676 BROWNING RM 1                        41.352 METERS 33844     |
 LJ0516|---------------------------------------------------------------------|
 LJ0516
 LJ0516                          SUPERSEDED SURVEY CONTROL
 LJ0516
 LJ0516  NAD 83(1986)-  40 31 39.71291(N)    101 46 38.24256(W) AD(       ) 1
 LJ0516  NAD 27      -  40 31 39.73000(N)    101 46 36.62000(W) AD(       ) 1
 LJ0516
 LJ0516.Superseded values are not recommended for survey control.
 LJ0516
 LJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0516.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0516
 LJ0516_MARKER: DS = TRIANGULATION STATION DISK
 LJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0516_STAMPING: BROWNING 1933
 LJ0516_MARK LOGO: CGS
 LJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0516+STABILITY: SURFACE MOTION
 LJ0516
 LJ0516  HISTORY     - Date     Condition        Report By
 LJ0516  HISTORY     - 1933     MONUMENTED       CGS
 LJ0516  HISTORY     - 1969     GOOD             CGS
 LJ0516  HISTORY     - 1973     GOOD             BOR
 LJ0516  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0516
 LJ0516                          STATION DESCRIPTION
 LJ0516
 LJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0516'STATION IS ABOUT 7 MILES W OF IMPERIAL IN LOW SAND RIDGE IN
 LJ0516'SW 1/4 SEC. 32, T 7 N, R 39 W, ON LAND OWNED BY HOMER AND
 LJ0516'CALVIN O. BROWNING.  STATION ON APPARENT HIGHEST PART OF LOW
 LJ0516'RIDGE WHICH IS CULTIVATED EXCEPT THE TOP.
 LJ0516'
 LJ0516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0516'BRONZE DISKS SET IN CONCRETE.
 LJ0516'
 LJ0516'REFERENCE MARK NO. 1 IS N OF STATION ON RIDGE.
 LJ0516'
 LJ0516'REFERENCE MARK NO. 2 IS W OF STATION ON E SIDE OF N AND S
 LJ0516'FARM ROAD.
 LJ0516'
 LJ0516'AZIMUTH MARK IS NW IN CORNER OF FARM FENCE.
 LJ0516'
 LJ0516'ALL MARKS PROJECT ABOUT 4 INCHES.
 LJ0516'
 LJ0516'REACHED FROM IMPERIAL.  BY U.S. HIGHWAY 6 GO W 8 MILES TO
 LJ0516'SCHOOLHOUSE IN SW CORNER OF CROSSROADS.  TURN S 0.6 MILE THEN
 LJ0516'E 0.1 MILE TO STATION.
 LJ0516'
 LJ0516'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.2 METER.
 LJ0516
 LJ0516                          STATION RECOVERY (1969)
 LJ0516
 LJ0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LJ0516'1933 DISTANCE WAS USED, UNABLE TO CHECK THIS DISTANCE DUE TO
 LJ0516'MACHINERY ON LINE WHICH ALSO BLOCKS THE R.M. 1 TO R.M. 3
 LJ0516'MEASUREMENT.
 LJ0516'
 LJ0516'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LJ0516'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.
 LJ0516'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 LJ0516'DESCRIPTION FOLLOWS.
 LJ0516'
 LJ0516'THE STATION IS LOCATED IN THE SW 1/4 SEC. 32, T. 7 N., R. 39 W.,
 LJ0516'ON THE PROPERTY OF BROWNING AND SON, 7 MILES WEST OF IMPERIAL ON
 LJ0516'THE APPARENT HIGHEST PART OF A LOW RIDGE WHICH IS CULTIVATED EXCEPT
 LJ0516'THE TOP.
 LJ0516'
 LJ0516'TO REACH THE STATION FROM THE COURTHOUSE IN IMPERIAL, GO NORTH AND
 LJ0516'WEST ON U.S. HIGHWAY 6 FOR 8.3 MILES TO A CROSSROAD AND A
 LJ0516'SCHOOLHOUSE IN THE SOUTHEAST ANGLE OF THE CROSSROAD.  TURN LEFT AND
 LJ0516'GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LJ0516'RIGHT.  CONTINUE SOUTH ON THE ROAD FOR 0.1 MILE TO A DIM TRACK
 LJ0516'ROAD ON THE LEFT.  TURN LEFT AND GO EAST UP A SLIGHT GRADE FOR
 LJ0516'0.05 MILE TO THE CREST OF RIDGE, THENCE SOUTH ALONG THE RIDGE FOR
 LJ0516'0.05 MILE AND THE STATION.
 LJ0516'
 LJ0516'THE STATION MARK IS A STANDARD DISK STAMPED BROWNING 1933, SET IN
 LJ0516'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LJ0516'THE GROUND.  IT IS 2.6 FEET WEST OF A 3-INCH IRON PIPE WHICH
 LJ0516'PROJECTS ABOUT 6 FEET ABOVE THE GROUND AND IT IS PAINTED IN
 LJ0516'ALTERNATE SECTIONS OF RED AND WHITE.
 LJ0516'
 LJ0516'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWNING NO 1 1933, SET
 LJ0516'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 LJ0516'INCH ABOVE THE GROUND.  IT IS 2.9 FEET WEST OF A 3-INCH IRON PIPE
 LJ0516'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND IT IS PAINTED IN
 LJ0516'ALTERNATE SECTIONS OF RED AND WHITE.
 LJ0516'
 LJ0516'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BROWNING 1933 NO 3
 LJ0516'1969 SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LJ0516'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 19.1 FEET NORTHEAST OF
 LJ0516'THE 3-INCH IRON PIPE NEAR THE STATION MARK.
 LJ0516'
 LJ0516'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BROWNING
 LJ0516'AZIMUTH 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LJ0516'WHICH IS 4 INCHES BELOW THE GROUND.  IT IS 19 FEET WEST OF THE
 LJ0516'CENTER OF THE DIRT ROAD AND 1 FOOT SOUTHWEST OF A T-FENCE CORNER.
 LJ0516'
 LJ0516'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LJ0516
 LJ0516                          STATION RECOVERY (1973)
 LJ0516
 LJ0516'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1973 (WLJ)
 LJ0516'BROWNING 1933-GOOD
 LJ0516'
 LJ0516'BROWNING R.M. NO. 2-UNABLE TO FIND
 LJ0516'
 LJ0516'BROWNING R.M. NO. 1-GOOD
 LJ0516'
 LJ0516'BROWNING AZIMUTH MARK-GOOD
 LJ0516'
 LJ0516'NOTE--DUE TO A LAND LEVELING OPERATION ABOVE TRIANGULATION
 LJ0516'POINT BROWNING AND ITS R.M. NO. 1 WILL BE DESTROYED IN THE
 LJ0516'VERY NEAR FUTURE (2 OR 3 WEEKS).
 LJ0516
 LJ0516                          STATION RECOVERY (1973)
 LJ0516
 LJ0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0516'NOT FOUND BECAUSE OF FARMING ON THE SITE.  PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0421 ***********************************************************************
 NO0421  DESIGNATION -  BROWNLEE
 NO0421  PID         -  NO0421
 NO0421  STATE/COUNTY-  NE/CHERRY
 NO0421  COUNTRY     -  US
 NO0421  USGS QUAD   -  BROWNLEE FLATS (2017)
 NO0421
 NO0421                         *CURRENT SURVEY CONTROL
 NO0421  ______________________________________________________________________
 NO0421* NAD 83(1995) POSITION- 42 21 07.51722(N) 100 40 59.59321(W)   ADJUSTED
 NO0421* NAVD 88 ORTHO HEIGHT -   960.    (meters)     3150.    (feet) SCALED
 NO0421  ______________________________________________________________________
 NO0421  GEOID HEIGHT    -        -21.256 (meters)                     GEOID18
 NO0421  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 NO0421  HORZ ORDER      -  SECOND
 NO0421
 NO0421.The horizontal coordinates were established by classical geodetic methods
 NO0421.and adjusted by the National Geodetic Survey in August 1997.
 NO0421
 NO0421.The orthometric height was scaled from a topographic map.
 NO0421
 NO0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0421.GEOID18 height accuracy estimate available here.
 NO0421
 NO0421.Click photographs - Photos may exist for this station.
 NO0421
 NO0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0421
 NO0421. The following values were computed from the NAD 83(1995) position.
 NO0421
 NO0421;                    North         East     Units Scale Factor Converg.
 NO0421;SPC NE       -   279,878.528   443,721.449   MT  0.99976771   -0 27 10.0
 NO0421;SPC NE       -   918,234.80  1,455,776.12   sFT  0.99976771   -0 27 10.0
 NO0421;UTM  14      - 4,690,241.423   361,368.910   MT  0.99983647   -1 08 02.9
 NO0421
 NO0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0421!SPC NE       -   0.99985274  x   0.99976771  =   0.99962049
 NO0421!UTM  14      -   0.99985274  x   0.99983647  =   0.99968924
 NO0421
 NO0421:                Primary Azimuth Mark                     Grid Az
 NO0421:SPC NE       -  BROWNLEE AZ MK                           344 57 18.8
 NO0421:UTM  14      -  BROWNLEE AZ MK                           345 38 11.7
 NO0421
 NO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6136890241(NAD 83)
 NO0421
 NO0421|---------------------------------------------------------------------|
 NO0421| PID    Reference Object                     Distance      Geod. Az  |
 NO0421|                                                           dddmmss.s |
 NO0421| CO2351 BROWNLEE RM 2                        13.073 METERS 01149     |
 NO0421| CO2350 BROWNLEE RM 1                        11.664 METERS 27034     |
 NO0421| CO2349 BROWNLEE AZ MK                                     3443008.8 |
 NO0421|---------------------------------------------------------------------|
 NO0421
 NO0421                          SUPERSEDED SURVEY CONTROL
 NO0421
 NO0421  NAD 83(1986)-  42 21 07.51794(N)    100 40 59.59948(W) AD(       ) 2
 NO0421  NAD 27      -  42 21 07.51900(N)    100 40 58.09300(W) AD(       ) 2
 NO0421
 NO0421.Superseded values are not recommended for survey control.
 NO0421
 NO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0421.See file dsdata.pdf to determine how the superseded data were derived.
 NO0421
 NO0421_MARKER: DS = TRIANGULATION STATION DISK
 NO0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0421_STAMPING: BROWNLEE 1949
 NO0421_MARK LOGO: CGS
 NO0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0421+STABILITY: SURFACE MOTION
 NO0421
 NO0421  HISTORY     - Date     Condition        Report By
 NO0421  HISTORY     - 1949     MONUMENTED       CGS
 NO0421
 NO0421                          STATION DESCRIPTION
 NO0421
 NO0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0421'THE STATION IS LOCATED ABOUT 28.0 MILES NORTH-NORTHWEST OF
 NO0421'THEDFORD AND ABOUT 4.25 MILES NORTH AND 3.0 MILES WEST OF
 NO0421'BROWNLEE ON TOP OF THE HIGHEST SAND HILL IN THE IMMEDIATE
 NO0421'VICINITY.  IT IS ABOUT 500.0 FEET NORTH OF AN EAST-WEST FENCE,
 NO0421'ABOUT 500.0 FEET EAST OF A NORTH-SOUTH FENCE AND 6.4 FEET
 NO0421'SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 NO0421'BROWNLEE 1949.
 NO0421'
 NO0421'REFERENCE MARK NO. 1 IS LOCATED ON THE WEST SLOPE OF THE HILL
 NO0421'ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0421'5 INCHES AND IS STAMPED BROWNLEE NO 1 1949.
 NO0421'
 NO0421'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTH SLOPE OF THE HILL
 NO0421'ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0421'5 INCHES AND IS STAMPED BROWNLEE NO 2 1949.
 NO0421'
 NO0421'THE AZIMUTH MARK IS 58.6 FEET NORTH OF THE CENTER OF A WIRE
 NO0421'GATE AND 1.8 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3
 NO0421'INCHES AND IS STAMPED BROWNLEE 1949.
 NO0421'
 NO0421'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO EAST
 NO0421'FOR ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT ON THE MAIN
 NO0421'STREET AND GO NORTH FOR 1 BLOCK TO U.S. HIGHWAY NO. 83 AND
 NO0421'STATE ROUTE NO. 2, TURN RIGHT ON U.S. HIGHWAY NO. 83 AND
 NO0421'STATE ROUTE NO. 2 FOR 1.75 MILES TO WHERE U.S. HIGHWAY NO 83
 NO0421'TURNS LEFT, TURN LEFT ON U.S. HIGHWAY NO. 83 AND GO NORTH FOR
 NO0421'21.5 MILES TO A T ROAD LEFT AT SIGN BROWNLEE AND SEVERAL MAIL
 NO0421'BOXES ON THE LEFT, TURN LEFT THROUGH A CATTLE GUARD AND GO
 NO0421'WEST FOR 5.4 MILES TO A Y FORK ABOUT 0.1 OF A MILE NORTH-NORTHWEST
 NO0421'OF THE BROWNLEE SCHOOL HOUSE, TURN RIGHT AND GO WEST FOR 0.2 OF
 NO0421'A MILE TO A T ROAD RIGHT JUST AFTER PASSING THROUGH A GATE, TURN
 NO0421'RIGHT AND GO NORTH FOR 1.2 MILES TO A RANCH HOUSE ON THE RIGHT,
 NO0421'CONTINUE STRAIGHT AHEAD ON MAIN ROAD AND GO 1.85 MILES TO THE
 NO0421'SECOND CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE 0.05
 NO0421'OF A MILE TO TWO TRACK ROADS PARALLELING EACH OTHER, TAKE
 NO0421'LEFT TRACK ROAD AND GO 0.25 OF A MILE TO A CROSSROAD, CONTINUE
 NO0421'STRAIGHT AHEAD AND GO NORTHWEST FOR 0.7 OF A MILE TO A
 NO0421'CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE WEST AND
 NO0421'NORTHWEST FOR 0.5 OF A MILE, HERE LEAVE TRACK ROAD AND BEAR
 NO0421'LEFT FOR 0.15 OF A MILE TO A POINT JUST NORTHEAST OF A
 NO0421'WINDMILL AND A DIM TRACK ROAD, GO SOUTH-SOUTHWEST ON DIM
 NO0421'TRACK ROAD FOR 1.1 MILES TO ANOTHER WINDMILL, HERE LEAVE
 NO0421'TRACK ROAD AND GO SOUTH-SOUTHWEST ACROSS A PASTURE FOR 0.4
 NO0421'OF A MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE AND THE
 NO0421'AZIMUTH MARK AS DESCRIBED, HERE TURN LEFT STAYING ON THE EAST
 NO0421'SIDE OF THE FENCE AND GO SOUTH AND SOUTHEASTERLY ACROSS
 NO0421'PASTURE FOR 0.45 OF A MILE TO THE HIGHEST POINT AND THE
 NO0421'STATION AS DESCRIBED.
 NO0421'
 NO0421'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET.
 NO0421'
 NO0421'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0421'
 NO0421'A 4 FOOT SIGNAL AT STATION BM S 12 (USGS) IS VISIBLE AT 4
 NO0421'FEET.
 NO0421'
 NO0421'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0421'
 NO0421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0545 ***********************************************************************
 MN0545  DESIGNATION -  BROWNSON UP RR MICROWAVE
 MN0545  PID         -  MN0545
 MN0545  STATE/COUNTY-  NE/CHEYENNE
 MN0545  COUNTRY     -  US
 MN0545  USGS QUAD   -  BROWNSON (2017)
 MN0545
 MN0545                         *CURRENT SURVEY CONTROL
 MN0545  ______________________________________________________________________
 MN0545* NAD 83(1995) POSITION- 41 11 07.63923(N) 103 02 59.34463(W)   ADJUSTED
 MN0545* NAVD 88 ORTHO HEIGHT -  1312.    (meters)     4304.    (feet) SCALED
 MN0545  ______________________________________________________________________
 MN0545  GEOID HEIGHT    -        -19.728 (meters)                     GEOID18
 MN0545  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 MN0545  HORZ ORDER      -  THIRD
 MN0545
 MN0545.The horizontal coordinates were established by classical geodetic methods
 MN0545.and adjusted by the National Geodetic Survey in August 1997.
 MN0545
 MN0545.The orthometric height was scaled from a topographic map.
 MN0545
 MN0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0545.GEOID18 height accuracy estimate available here.
 MN0545
 MN0545.Click photographs - Photos may exist for this station.
 MN0545
 MN0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0545
 MN0545. The following values were computed from the NAD 83(1995) position.
 MN0545
 MN0545;                    North         East     Units Scale Factor Converg.
 MN0545;SPC NE       -   154,631.372   244,260.005   MT  0.99967414   -2 01 16.0
 MN0545;SPC NE       -   507,319.76    801,376.37   sFT  0.99967414   -2 01 16.0
 MN0545;UTM  13      - 4,561,178.008   663,556.968   MT  0.99992924   +1 17 04.1
 MN0545
 MN0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0545!SPC NE       -   0.99979740  x   0.99967414  =   0.99947161
 MN0545!UTM  13      -   0.99979740  x   0.99992924  =   0.99972665
 MN0545
 MN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6355661178(NAD 83)
 MN0545
 MN0545                          SUPERSEDED SURVEY CONTROL
 MN0545
 MN0545  NAD 83(1993)-  41 11 07.63857(N)    103 02 59.34462(W) AD(       ) 3
 MN0545  NAD 83(1986)-  41 11 07.63167(N)    103 02 59.34481(W) AD(       ) 3
 MN0545  NAD 27      -  41 11 07.69200(N)    103 02 57.61400(W) AD(       ) 3
 MN0545
 MN0545.Superseded values are not recommended for survey control.
 MN0545
 MN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0545.See file dsdata.pdf to determine how the superseded data were derived.
 MN0545
 MN0545_MARKER: 42 = RADIO/TV MAST
 MN0545
 MN0545  HISTORY     - Date     Condition        Report By
 MN0545  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0545
 MN0545                          STATION DESCRIPTION
 MN0545
 MN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0545'THE STATION IS LOCATED 5 MILES NORTHWEST OF SIDNEY, 3-1/2 MILES
 MN0545'EAST OF BROWNSON, ALONG THE WEST EDGE OF A CULTIVATED FIELD.
 MN0545'
 MN0545'THE STATION IS THE CENTER OF A GALVANIZED STEEL MAST WHICH IS
 MN0545'BOLTED TO A CONCRETE BASE.  IT IS 10 INCHES SQUARE AND IS 160
 MN0545'FEET IN HEIGHT.
 MN0545'
 MN0545'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MN0545'SCHWARTZ.  IT IS 177.73 FT., (54.172 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0481 ***********************************************************************
 MM0481  DESIGNATION -  BRULE
 MM0481  PID         -  MM0481
 MM0481  STATE/COUNTY-  NE/KEITH
 MM0481  COUNTRY     -  US
 MM0481  USGS QUAD   -  BRULE NW (2017)
 MM0481
 MM0481                         *CURRENT SURVEY CONTROL
 MM0481  ______________________________________________________________________
 MM0481* NAD 83(1995) POSITION- 41 12 43.47255(N) 101 54 11.15056(W)   ADJUSTED
 MM0481* NAVD 88 ORTHO HEIGHT -  1097.    (meters)     3599.    (feet) SCALED
 MM0481  ______________________________________________________________________
 MM0481  GEOID HEIGHT    -        -20.625 (meters)                     GEOID18
 MM0481  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 MM0481  HORZ ORDER      -  FIRST
 MM0481
 MM0481.The horizontal coordinates were established by classical geodetic methods
 MM0481.and adjusted by the National Geodetic Survey in August 1997.
 MM0481
 MM0481.The orthometric height was scaled from a topographic map.
 MM0481
 MM0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0481.GEOID18 height accuracy estimate available here.
 MM0481
 MM0481.Click photographs - Photos may exist for this station.
 MM0481
 MM0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0481
 MM0481. The following values were computed from the NAD 83(1995) position.
 MM0481
 MM0481;                    North         East     Units Scale Factor Converg.
 MM0481;SPC NE       -   154,831.649   340,462.160   MT  0.99967167   -1 15 40.2
 MM0481;SPC NE       -   507,976.84  1,116,999.60   sFT  0.99967167   -1 15 40.2
 MM0481;UTM  14      - 4,566,364.222   256,615.414   MT  1.00032909   -1 54 49.1
 MM0481
 MM0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0481!SPC NE       -   0.99983112  x   0.99967167  =   0.99950284
 MM0481!UTM  14      -   0.99983112  x   1.00032909  =   1.00016015
 MM0481
 MM0481:                Primary Azimuth Mark                     Grid Az
 MM0481:SPC NE       -  BRULE RM 2 AZIMUTH                       185 37 57.4
 MM0481:UTM  14      -  BRULE RM 2 AZIMUTH                       186 17 06.3
 MM0481
 MM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5661566364(NAD 83)
 MM0481
 MM0481|---------------------------------------------------------------------|
 MM0481| PID    Reference Object                     Distance      Geod. Az  |
 MM0481|                                                           dddmmss.s |
 MM0481| CP6681 BRULE RM 1                           64.005 METERS 13233     |
 MM0481| CP6682 BRULE RM 2 AZIMUTH                                 1842217.2 |
 MM0481| CP6683 BRULE RM 3                           34.653 METERS 21444     |
 MM0481|---------------------------------------------------------------------|
 MM0481
 MM0481                          SUPERSEDED SURVEY CONTROL
 MM0481
 MM0481  NAD 83(1986)-  41 12 43.47362(N)    101 54 11.15381(W) AD(       ) 1
 MM0481  NAD 27      -  41 12 43.51100(N)    101 54 09.51800(W) AD(       ) 1
 MM0481
 MM0481.Superseded values are not recommended for survey control.
 MM0481
 MM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0481.See file dsdata.pdf to determine how the superseded data were derived.
 MM0481
 MM0481_MARKER: DB = BENCH MARK DISK
 MM0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0481_MARK LOGO: USGS
 MM0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0481+STABILITY: SURFACE MOTION
 MM0481
 MM0481  HISTORY     - Date     Condition        Report By
 MM0481  HISTORY     - UNK      MONUMENTED       USGS
 MM0481  HISTORY     - 1933     GOOD             CGS
 MM0481  HISTORY     - 1933     GOOD             CGS
 MM0481  HISTORY     - 1963     GOOD             CGS
 MM0481  HISTORY     - 1978     GOOD             LOCENG
 MM0481  HISTORY     - 19980711 GOOD             USPSQD
 MM0481
 MM0481                          STATION DESCRIPTION
 MM0481
 MM0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0481'STATION IS ABOUT 8 MILES N OF BRULE, 5-1/2 MILES SW OF LEMOYNE
 MM0481'IN SE 1/4 SEC. 4, T 14 N, R 40 W, IN PASTURE OF W.D. MC DONALD.
 MM0481'
 MM0481'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MM0481'DISKS SET IN SQUARE CONCRETE POSTS.
 MM0481'
 MM0481'REFERENCE MARK NO. 1 IS SE OF STATION NEAR EDGE OF BREAKS.
 MM0481'
 MM0481'REFERENCE MARK NO. 2 (AZIMUTH MARK), IS S OF STATION, 75
 MM0481'YARDS SW OF MC DONALDS WINDMILL, IN CORNER OF CORRAL.
 MM0481'
 MM0481'REFERENCE MARK NO. 3 IS SW OF STATION IN EDGE OF TABLELAND.
 MM0481'
 MM0481'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0481'
 MM0481'REACHED FROM OGALLALA BY U.S. HIGHWAY 30 (OLD HIGHWAY) W
 MM0481'4.5 MILES TO POINT WHERE HIGHWAY TURNS S.  KEEP STRAIGHT
 MM0481'W 1/4 MILE AND NW UP CANYON ROAD 4.0 MILES, THENCE W 1 MILE,
 MM0481'N 1 MILE AND W 2 MILES TO SCHOOL, THENCE N 2.0 MILES TO
 MM0481'MC DONALDS HOUSE.  TRUCK WAS DRIVEN BY FARM LANE E OF HOUSE
 MM0481'TO CORNER OF FIELD 1/4 MILE N.  STATION IS 200 YARDS NW.
 MM0481'STATION IS ON A SMALL KNOLL AT EDGE OF BREAKS OVERLOOKING
 MM0481'NORTH PLATTE VALLEY.  TRUCK TO STATION.
 MM0481
 MM0481                          STATION RECOVERY (1933)
 MM0481
 MM0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0481'ALL MARKS RECOVERED IN GOOD CONDITION AND UNDISTURBED.  STATION
 MM0481'IS ON A SMALL KNOLL AT EDGE OF BREAKS OVERLOOKING NORTH PLATTE
 MM0481'VALLEY.  STATION MARK IS A U.S.G.S. PIPE EMBEDDED IN CONCRETE
 MM0481'WITH BRONZE CAP ONLY, PROTRUDING, WITH STANDARD SUBSURFACE
 MM0481'MARK BENEATH.
 MM0481'
 MM0481'STATION REACHED FROM BRULE, NEBRASKA BY GOING W 0.7 MILE.
 MM0481'TURN N AND GO 7.5 MILES TO END OF ROAD AND A RANCH HOUSE.
 MM0481'STATION IS ABOUT 0.5 MILE N OF THIS POINT, ON HIGHEST PART
 MM0481'OF PASTURE.
 MM0481
 MM0481                          STATION RECOVERY (1963)
 MM0481
 MM0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MM0481'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 MM0481'CONDITION.
 MM0481'
 MM0481'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF BIG SPRINGS,
 MM0481'9 MILES NORTH OF BRULE AND 4 MILES SOUTH OF LAKE MC CONAUGHY.
 MM0481'IT IS IN PASTURE LAND NEAR A BLUFF TO THE NORTH ON LAND OWNED
 MM0481'BY W.D. MC DONALD.
 MM0481'
 MM0481'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE
 MM0481'DEPOT IN BRULE, DRIVE WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE
 MM0481'TO A SIDE ROAD RIGHT. TURN RIGHT AND DRIVE NORTH ON A GRAVELED
 MM0481'ROAD FOR 7.0 MILES TO THE CROSSROAD JUNCTION WITH U.S.
 MM0481'HIGHWAY 26.  CONTINUE NORTH ON A GRAVELED ROAD FOR 1.0 MILE
 MM0481'TO A FARM RESIDENCE.  PASS THROUGH THE FARM YARD AND DRIVE
 MM0481'NORTH AND WEST AROUND A CORRAL TO A WIRE GATE IN A NORTH-SOUTH
 MM0481'FENCE JUST SOUTH OF A WINDMILL.  PASS THROUGH THE GATE, TURN
 MM0481'RIGHT AND DRIVE NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH
 MM0481'FENCE FOR 0.35 MILE TO THE STATION ON THE HIGHEST POINT IN
 MM0481'THE PASTURE.
 MM0481'
 MM0481'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MM0481'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 MM0481'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  THE STATION
 MM0481'DISK IS UNSTAMPED.
 MM0481'
 MM0481'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRULE
 MM0481'NO 1 1933, SET IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT
 MM0481'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MM0481'
 MM0481'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRULE
 MM0481'NO 2 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0481'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT
 MM0481'IS 105 PACES SOUTH-SOUTHWEST OF A WINDMILL THAT IS 0.35
 MM0481'MILE SOUTH OF THE STATION, 152 FEET SOUTH OF A CROSSING
 MM0481'OF NORTH-SOUTH AND EAST-WEST FENCES, 2.6 FEET EAST OF A
 MM0481'NORTH-SOUTH FENCE AND 0.8 FOOT NORTH OF A METAL WITNESS POST
 MM0481'WITH A SIGN ATTACHED.  THIS MARK IS USED AS THE AZIMUTH MARK.
 MM0481'
 MM0481'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRULE
 MM0481'NO 3 1933, SET IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT
 MM0481'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MM0481
 MM0481                          STATION RECOVERY (1978)
 MM0481
 MM0481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (LRS)
 MM0481'BRULE USGS KEITH COUNTY NE W.M. 1933 RECOVERED GOOD, ALL REFERENCE
 MM0481'MARKS FOUND IN GOOD CONDITIONS INCLUDING AZ. MK.
 MM0481'
 MM0481'WITNESS POST FOR AZ MK FOUND 1 FEET W OF AZ MK IN FENCELINE.
 MM0481'
 MM0481'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILES W AND 7.5 MILES
 MM0481'N OF BRULE, NE.
 MM0481
 MM0481                          STATION RECOVERY (1998)
 MM0481
 MM0481'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0847 ***********************************************************************
 LG0847  DESIGNATION -  BRUNING AIR BASE WATER TANK
 LG0847  PID         -  LG0847
 LG0847  STATE/COUNTY-  NE/THAYER
 LG0847  COUNTRY     -  US
 LG0847  USGS QUAD   -  TOBIAS SW (2017)
 LG0847
 LG0847                         *CURRENT SURVEY CONTROL
 LG0847  ______________________________________________________________________
 LG0847* NAD 83(1995) POSITION- 40 20 15.73442(N) 097 26 23.32185(W)   ADJUSTED
 LG0847  ______________________________________________________________________
 LG0847  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 LG0847  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LG0847  HORZ ORDER      -  THIRD
 LG0847
 LG0847.The horizontal coordinates were established by classical geodetic methods
 LG0847.and adjusted by the National Geodetic Survey in August 1997.
 LG0847
 LG0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0847.GEOID18 height accuracy estimate available here.
 LG0847
 LG0847.Click photographs - Photos may exist for this station.
 LG0847
 LG0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0847
 LG0847. The following values were computed from the NAD 83(1995) position.
 LG0847
 LG0847;                    North         East     Units Scale Factor Converg.
 LG0847;SPC NE       -    59,221.767   717,482.272   MT  0.99986438   +1 41 47.9
 LG0847;SPC NE       -   194,296.75  2,353,939.75   sFT  0.99986438   +1 41 47.9
 LG0847;UTM  14      - 4,466,408.227   632,521.521   MT  0.99981618   +1 00 36.2
 LG0847
 LG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3252166408(NAD 83)
 LG0847
 LG0847                          SUPERSEDED SURVEY CONTROL
 LG0847
 LG0847  NAD 83(1986)-  40 20 15.74090(N)    097 26 23.32240(W) AD(       ) 3
 LG0847  NAD 27      -  40 20 15.73400(N)    097 26 22.16300(W) AD(       ) 3
 LG0847
 LG0847.Superseded values are not recommended for survey control.
 LG0847
 LG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0847.See file dsdata.pdf to determine how the superseded data were derived.
 LG0847
 LG0847_MARKER: 53 = ELEVATED TANK
 LG0847
 LG0847  HISTORY     - Date     Condition        Report By
 LG0847  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0847  HISTORY     - 20050713 GOOD             USPSQD
 LG0847
 LG0847                          STATION DESCRIPTION
 LG0847
 LG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0847'THIS STATION IS LOCATED ABOUT 7 MILES EAST OF THE TOWN OF
 LG0847'BRUNING, AT THE BRUNING AIR BASE.  IT IS A TANK, SET ON THE TOP OF
 LG0847'A ROUND CONCRETE BASE, 30 FEET IN DIAMETER AND ABOUT 70 FEET
 LG0847'HIGH.  THE TANK IS PAINTED RED AND WHITE.
 LG0847'
 LG0847'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0847
 LG0847                          STATION RECOVERY (2005)
 LG0847
 LG0847'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0847'STATION FOUND GOOD. THE BRUNING ARMY AIR FIELD 7 MILES EAST OF BRUNING
 LG0847'CLOSED IN 1947 ACCORDING TO A HISTORICAL MARKER ON STATE HWY 4. THE
 LG0847'AREA SINCE REVERTED BACK TO FARM USES. THE TANK REMAINS ONE MILE NORTH
 LG0847'OF STATE HIGHWAY 4, APPROXIMATELY 150 FEET WEST OF A GRAVELED ROAD
 LG0847'THAT LEADS TO MID-AMERICA FEED YARD FROM STATE HWY 4. THE PAINT HAS
 LG0847'WORN OFF THE TANK AND IT IS MOSTLY BARE CONCRETE NOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0852 ***********************************************************************
 LG0852  DESIGNATION -  BRUNING MUNICIPAL TANK
 LG0852  PID         -  LG0852
 LG0852  STATE/COUNTY-  NE/THAYER
 LG0852  COUNTRY     -  US
 LG0852  USGS QUAD   -  BRUNING (2017)
 LG0852
 LG0852                         *CURRENT SURVEY CONTROL
 LG0852  ______________________________________________________________________
 LG0852* NAD 83(1995) POSITION- 40 20 07.26924(N) 097 33 58.00640(W)   ADJUSTED
 LG0852  ______________________________________________________________________
 LG0852  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 LG0852  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LG0852  HORZ ORDER      -  THIRD
 LG0852
 LG0852.The horizontal coordinates were established by classical geodetic methods
 LG0852.and adjusted by the National Geodetic Survey in August 1997.
 LG0852
 LG0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0852.GEOID18 height accuracy estimate available here.
 LG0852
 LG0852.Click photographs - Photos may exist for this station.
 LG0852
 LG0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0852
 LG0852. The following values were computed from the NAD 83(1995) position.
 LG0852
 LG0852;                    North         East     Units Scale Factor Converg.
 LG0852;SPC NE       -    58,650.929   706,763.518   MT  0.99986520   +1 36 46.5
 LG0852;SPC NE       -   192,423.92  2,318,773.31   sFT  0.99986520   +1 36 46.5
 LG0852;UTM  14      - 4,465,965.726   621,797.408   MT  0.99978261   +0 55 41.6
 LG0852
 LG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2179765965(NAD 83)
 LG0852
 LG0852                          SUPERSEDED SURVEY CONTROL
 LG0852
 LG0852  NAD 83(1986)-  40 20 07.27535(N)    097 33 58.00710(W) AD(       ) 3
 LG0852  NAD 27      -  40 20 07.26100(N)    097 33 56.86000(W) AD(       ) 3
 LG0852
 LG0852.Superseded values are not recommended for survey control.
 LG0852
 LG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0852.See file dsdata.pdf to determine how the superseded data were derived.
 LG0852
 LG0852_MARKER: 53 = ELEVATED TANK
 LG0852
 LG0852  HISTORY     - Date     Condition        Report By
 LG0852  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0852  HISTORY     - 1950     GOOD             CGS
 LG0852  HISTORY     - 20050713 GOOD             USPSQD
 LG0852
 LG0852                          STATION DESCRIPTION
 LG0852
 LG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0852'IT IS LOCATED ONE BLOCK SOUTH OF THE CENTER OF THE BUSINESS
 LG0852'DISTRICT, 66 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 LG0852'STREET, AND 51 FEET EAST OF THE CENTER OF A ALLEY DRIVE.  TANK
 LG0852'PROPER IS SUPPORTED BY A FOUR LEGGED STEEL TRUSWORK STRUCTURE.
 LG0852'IT HAS A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE
 LG0852'THE OVERALL HEIGHT IS APPROXIMATELY 110 FEET.  THE BALL AT
 LG0852'THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 LG0852
 LG0852                          STATION RECOVERY (1950)
 LG0852
 LG0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0852'TANK IS LOCATED ONE BLOCK SOUTH OF THE CENTER OF THE BUSINESS
 LG0852'DISTRICT, 66 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 LG0852'STREET, AND 51 FEET EAST OF THE CENTER OF AN ALLEY DRIVE.  THE
 LG0852'TANK IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY 110 FEET
 LG0852'TO THE TOP OF THE CONE SHAPED TANK.  THE POINT OBSERVED WAS A
 LG0852'BALL LOCATED ON THE TOP OF THE TANK.
 LG0852
 LG0852                          STATION RECOVERY (2005)
 LG0852
 LG0852'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0852'STATION FOUND GOOD. THE BUSINESS DISTRICT STREET IS MAIN STREET. THE
 LG0852'EAST-WEST ROAD REFERENCED IN THE 1950 DESCRIPTION IS VOSS STREET. TANK
 LG0852'IS WEST OF FILLMORE STREET. TANK IS AQUA IN COLOR, THE BOTTOM OF THE
 LG0852'BOWL AND THE LEGS ARE BLACK. LETTERING ON THE TANK BRUNING IS BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2098 ***********************************************************************
 MK2098  DESIGNATION -  BRUNO
 MK2098  PID         -  MK2098
 MK2098  STATE/COUNTY-  NE/BUTLER
 MK2098  COUNTRY     -  US
 MK2098  USGS QUAD   -  LOMA (2017)
 MK2098
 MK2098                         *CURRENT SURVEY CONTROL
 MK2098  ______________________________________________________________________
 MK2098* NAD 83(1995) POSITION- 41 14 05.20635(N) 096 58 33.18734(W)   ADJUSTED
 MK2098* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 MK2098  ______________________________________________________________________
 MK2098  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 MK2098  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 MK2098  HORZ ORDER      -  SECOND
 MK2098
 MK2098.The horizontal coordinates were established by classical geodetic methods
 MK2098.and adjusted by the National Geodetic Survey in August 1997.
 MK2098
 MK2098.The orthometric height was scaled from a topographic map.
 MK2098
 MK2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2098.GEOID18 height accuracy estimate available here.
 MK2098
 MK2098.Click photographs - Photos may exist for this station.
 MK2098
 MK2098.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2098
 MK2098. The following values were computed from the NAD 83(1995) position.
 MK2098
 MK2098;                    North         East     Units Scale Factor Converg.
 MK2098;SPC NE       -   160,028.362   753,394.047   MT  0.99966973   +2 00 14.7
 MK2098;SPC NE       -   525,026.38  2,471,760.30   sFT  0.99966973   +2 00 14.7
 MK2098;UTM  14      - 4,566,795.794   669,630.345   MT  0.99995414   +1 20 04.2
 MK2098
 MK2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2098!SPC NE       -   0.99992505  x   0.99966973  =   0.99959481
 MK2098!UTM  14      -   0.99992505  x   0.99995414  =   0.99987920
 MK2098
 MK2098:                Primary Azimuth Mark                     Grid Az
 MK2098:SPC NE       -  BRAINARD MUNICIPAL TANK                  199 23 52.1
 MK2098:UTM  14      -  BRAINARD MUNICIPAL TANK                  200 04 02.6
 MK2098
 MK2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6963066795(NAD 83)
 MK2098
 MK2098|---------------------------------------------------------------------|
 MK2098| PID    Reference Object                     Distance      Geod. Az  |
 MK2098|                                                           dddmmss.s |
 MK2098| CL6959 BRUNO RM 1                            8.188 METERS 08940     |
 MK2098| MK2096 RADIO MAST KAR 72 ENE BRAINARD      APPROX. 5.7 KM 1234831.0 |
 MK2098| MK0978 SKULL                               APPROX. 3.0 KM 1563117.5 |
 MK2098| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 6.0 KM 2012406.8 |
 MK2098| CL6960 BRUNO RM 2                            9.825 METERS 35623     |
 MK2098|---------------------------------------------------------------------|
 MK2098
 MK2098                          SUPERSEDED SURVEY CONTROL
 MK2098
 MK2098  NAD 83(1986)-  41 14 05.21568(N)    096 58 33.18751(W) AD(       ) 2
 MK2098  NAD 27      -  41 14 05.17284(N)    096 58 32.06990(W) AD(       ) 2
 MK2098
 MK2098.Superseded values are not recommended for survey control.
 MK2098
 MK2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2098.See file dsdata.pdf to determine how the superseded data were derived.
 MK2098
 MK2098_MARKER: DS = TRIANGULATION STATION DISK
 MK2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2098_STAMPING: BRUNO 1961
 MK2098_MARK LOGO: CGS
 MK2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2098+STABILITY: SURFACE MOTION
 MK2098
 MK2098  HISTORY     - Date     Condition        Report By
 MK2098  HISTORY     - 1961     MONUMENTED       CGS
 MK2098  HISTORY     - 1968     GOOD             USGS
 MK2098  HISTORY     - 19960113 GOOD             NGS
 MK2098
 MK2098                          STATION DESCRIPTION
 MK2098
 MK2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2098'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES EAST OF
 MK2098'DAVID CITY, 4 MILES NORTH-NORTHEAST OF BRAINARD, AND 3-1/2
 MK2098'MILES SOUTH-SOUTHWEST OF BRUNO ON THE NORTH RIGHT-OF-WAY
 MK2098'OF A GRADED, GRAVELED ROAD AT A POINT WHERE IT CROSSES A LOW
 MK2098'NORTH-SOUTH RIDGE.
 MK2098'
 MK2098'TO REACH THE STATION FROM THE POST OFFICE IN BRUNO GO WEST ON
 MK2098'THE MAIN STREET FOR 275 FEET TO THE INTERSECTION WITH STATE
 MK2098'SPUR 215.  TURN LEFT AND PROCEED SOUTHWEST ON STATE SPUR
 MK2098'215 FOR 0.5 MILE TO A CROSSROAD.  BEAR LEFT AND GO SOUTH
 MK2098'3.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST 0.5 MILE
 MK2098'TO THE TOP OF THE LOW RIDGE AND THE STATION ON THE RIGHT.
 MK2098'
 MK2098'THE STATION MARK IS A STANDARD DISK STAMPED BRUNO 1961 CEMENTED
 MK2098'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 MK2098'THE GROUND.  IT IS 29.8 FEET NORTH OF THE CENTER OF THE GRAVELED
 MK2098'ROAD, 3.4 FEET SOUTHEAST OF A POWERLINE POLE WITH A TRIANGLE
 MK2098'BLAZE, AND 3.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 MK2098'
 MK2098'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BRUNO
 MK2098'NO 1 1961 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 MK2098'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 31.9
 MK2098'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.4 FEET SOUTH
 MK2098'OF A FENCE, AT ABOUT THE SAME ELEVATION AS THE STATION.
 MK2098'
 MK2098'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BRUNO
 MK2098'NO 2 1961 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE
 MK2098'MONUMENT FLUSH WITH THE GROUND.  IT IS 1.2 FEET WEST OF A
 MK2098'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION ELEVATION.
 MK2098
 MK2098                          STATION RECOVERY (1968)
 MK2098
 MK2098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 MK2098'DESCRIPTION IS ADEQUATE.  ALL MARKS FOUND IN GOOD CONDITION.
 MK2098
 MK2098                          STATION RECOVERY (1996)
 MK2098
 MK2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (TR)
 MK2098'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0780 ***********************************************************************
 LG0780  DESIGNATION -  BRUSH
 LG0780  PID         -  LG0780
 LG0780  STATE/COUNTY-  NE/SALINE
 LG0780  COUNTRY     -  US
 LG0780  USGS QUAD   -  PLEASANT HILL (2017)
 LG0780
 LG0780                         *CURRENT SURVEY CONTROL
 LG0780  ______________________________________________________________________
 LG0780* NAD 83(1995) POSITION- 40 31 46.49602(N) 097 01 39.65410(W)   ADJUSTED
 LG0780* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 LG0780  ______________________________________________________________________
 LG0780  GEOID HEIGHT    -        -26.675 (meters)                     GEOID18
 LG0780  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 LG0780  HORZ ORDER      -  SECOND
 LG0780
 LG0780.The horizontal coordinates were established by classical geodetic methods
 LG0780.and adjusted by the National Geodetic Survey in August 1997.
 LG0780
 LG0780.The orthometric height was scaled from a topographic map.
 LG0780
 LG0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0780.GEOID18 height accuracy estimate available here.
 LG0780
 LG0780.Click photographs - Photos may exist for this station.
 LG0780
 LG0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0780
 LG0780. The following values were computed from the NAD 83(1995) position.
 LG0780
 LG0780;                    North         East     Units Scale Factor Converg.
 LG0780;SPC NE       -    81,632.446   751,746.722   MT  0.99980246   +1 58 11.1
 LG0780;SPC NE       -   267,822.45  2,466,355.70   sFT  0.99980246   +1 58 11.1
 LG0780;UTM  14      - 4,488,407.241   667,053.901   MT  0.99994352   +1 16 55.2
 LG0780
 LG0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0780!SPC NE       -   0.99993609  x   0.99980246  =   0.99973856
 LG0780!UTM  14      -   0.99993609  x   0.99994352  =   0.99987961
 LG0780
 LG0780:                Primary Azimuth Mark                     Grid Az
 LG0780:SPC NE       -  BRUSH AZ MK                              176 20 27.0
 LG0780:UTM  14      -  BRUSH AZ MK                              177 01 42.9
 LG0780
 LG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6705388407(NAD 83)
 LG0780
 LG0780|---------------------------------------------------------------------|
 LG0780| PID    Reference Object                     Distance      Geod. Az  |
 LG0780|                                                           dddmmss.s |
 LG0780| CN7984 BRUSH RM 1                           19.828 METERS 09117     |
 LG0780| LG1102 WILBER MUNICIPAL TANK               APPROX. 6.9 KM 1353557.6 |
 LG0780| CN7983 BRUSH AZ MK                                        1781838.1 |
 LG0780| CN7985 BRUSH RM 2                           10.920 METERS 17850     |
 LG0780| CN7986 BRUSH RM 3                           16.004 METERS 18004     |
 LG0780|---------------------------------------------------------------------|
 LG0780
 LG0780                          SUPERSEDED SURVEY CONTROL
 LG0780
 LG0780  NAD 83(1986)-  40 31 46.50389(N)    097 01 39.65328(W) AD(       ) 2
 LG0780  NAD 27      -  40 31 46.48700(N)    097 01 38.54700(W) AD(       ) 2
 LG0780
 LG0780.Superseded values are not recommended for survey control.
 LG0780
 LG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0780.See file dsdata.pdf to determine how the superseded data were derived.
 LG0780
 LG0780_MARKER: DS = TRIANGULATION STATION DISK
 LG0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0780_STAMPING: BRUSH 1947
 LG0780_MARK LOGO: CGS
 LG0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0780+STABILITY: SURFACE MOTION
 LG0780
 LG0780  HISTORY     - Date     Condition        Report By
 LG0780  HISTORY     - 1947     MONUMENTED       CGS
 LG0780  HISTORY     - 1961     GOOD             CGS
 LG0780
 LG0780                          STATION DESCRIPTION
 LG0780
 LG0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0780'THE STATION IS LOCATED BETWEEN BRUSH CREEK AND TURKEY CREEK,
 LG0780'ABOUT 7.5 MILES SOUTHWEST OF CRETE, 4.5 MILES NORTHWEST OF WILBER,
 LG0780'0.4 MILE NORTH OF A CROSSROAD, 35.5 FEET WEST OF THE CENTER OF A
 LG0780'GRAVELED ROAD, AND 8.7 FEET SOUTH OF A POWER LINE POLE.  IT
 LG0780'PROJECTS 3 INCHES AND IS STAMPED BRUSH 1947.
 LG0780'
 LG0780'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND IS
 LG0780'30 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 6
 LG0780'INCHES AND IS STAMPED BRUSH NO 1 1947.
 LG0780'
 LG0780'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A POWER LINE AND IS 35.5
 LG0780'FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 6 INCHES
 LG0780'AND IS STAMPED BRUSH NO 2 1947.
 LG0780'
 LG0780'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 44 FEET NORTHEAST OF
 LG0780'THE CENTER OF A CROSSROAD, 2 FEET NORTH OF A TELEPHONE POLE AND
 LG0780'1.5 FOOT NORTH OF A WITNESS POST.  IT PROJECTS 8 INCHES AND IS
 LG0780'STAMPED BRUSH 1947.
 LG0780'
 LG0780'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILBER, GO WEST ON
 LG0780'STATE HIGHWAY NO. 41 FOR 1.6 MILES TO A CROSSROAD, TURN RIGHT,
 LG0780'NORTH, AND GO 3 MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 2
 LG0780'MILES TO A CROSSROAD, TURN RIGHT, NORTH, AND GO 0.4 MILE TO THE
 LG0780'STATION ON THE LEFT AS DESCRIBED.
 LG0780'
 LG0780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 LG0780'ROAD FOR 0.4 MILE TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.
 LG0780'
 LG0780'A 74 FOOT SIGNAL AT TURKEY IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'A 4 FOOT SIGNAL AT TURKEY AZIMUTH ECC. IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'AN 87 FOOT SIGNAL AT ZALESKY 1935 IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
 LG0780
 LG0780                          STATION RECOVERY (1961)
 LG0780
 LG0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0780'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG0780'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN THE
 LG0780'DIRECTION TO THE AZIMUTH MARK WAS NOTED IN THE FIELD.  THE
 LG0780'PLUMBING WAS CHECKED AND A SECOND SET OF OBSERVATIONS WAS MADE.
 LG0780'A DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK 1 WAS FOUND.
 LG0780'THIS WAS DOUBLE CHECKED IN THE FIELD.  REFERENCE MARK 3 WAS
 LG0780'ESTABLISHED AT THIS TIME.  REFERENCE MARK 2 HAD BEEN DESTROYED.
 LG0780'
 LG0780'THE 1947 DESCRIPTION TO THE STATION WAS USED AND FOUND TO BE
 LG0780'ADEQUATE.
 LG0780'
 LG0780'REFERENCE MARK 3, A STANDARD DISK STAMPED BRUSH NO 3 1947,
 LG0780'SET IN THE TOP OF AN 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0780'5 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 LG0780'GRAVEL ROAD AND IN THE FENCE LINE OF THE NORTH-SOUTH
 LG0780'RIGHT-OF-WAY FENCE.
 LG0780'
 LG0780'NO SUITABLE PICTURE POINT AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4107 ***********************************************************************
 AB4107  FBN         -  This is a Federal Base Network Control Station.
 AB4107  PACS        -  This is a Primary Airport Control Station.
 AB4107  DESIGNATION -  BUB A
 AB4107  PID         -  AB4107
 AB4107  STATE/COUNTY-  NE/GARFIELD
 AB4107  COUNTRY     -  US
 AB4107  USGS QUAD   -  BURWELL (2017)
 AB4107
 AB4107                         *CURRENT SURVEY CONTROL
 AB4107  ______________________________________________________________________
 AB4107* NAD 83(2011) POSITION- 41 46 21.70389(N) 099 08 49.67575(W)   ADJUSTED
 AB4107* NAD 83(2011) ELLIP HT-   641.026 (meters)        (06/27/12)   ADJUSTED
 AB4107* NAD 83(2011) EPOCH   -  2010.00
 AB4107* NAVD 88 ORTHO HEIGHT -   664.47  (meters)     2180.0   (feet) GPS OBS
 AB4107  ______________________________________________________________________
 AB4107  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4107  GEOID HEIGHT    -        -23.207 (meters)                     GEOID93
 AB4107  GEOID HEIGHT    -        -23.527 (meters)                     GEOID18
 AB4107  NAD 83(2011) X  -   -757,387.356 (meters)                     COMP
 AB4107  NAD 83(2011) Y  - -4,703,747.026 (meters)                     COMP
 AB4107  NAD 83(2011) Z  -  4,227,235.270 (meters)                     COMP
 AB4107  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 AB4107
 AB4107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4107  Standards:
 AB4107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4107  -------------------------------------------------------------------
 AB4107  NETWORK    0.36   0.90           0.17   0.11   0.46     -0.00138525
 AB4107  -------------------------------------------------------------------
 AB4107  Click here for local accuracies and other accuracy information.
 AB4107
 AB4107.This mark is at Cram Field Airport (BUB)
 AB4107
 AB4107.The horizontal coordinates were established by GPS observations
 AB4107.and adjusted by the National Geodetic Survey in June 2012.
 AB4107
 AB4107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4107.been affixed to the stable North American tectonic plate. See 
 AB4107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4107
 AB4107.The horizontal coordinates are valid at the epoch date displayed above
 AB4107.which is a decimal equivalence of Year/Month/Day.
 AB4107
 AB4107.The orthometric height was determined by GPS observations and a
 AB4107.high-resolution geoid model.
 AB4107
 AB4107.GPS derived orthometric heights for airport stations designated as
 AB4107.PACS or SACS are published to 2 decimal places.  This maintains
 AB4107.centimeter relative accuracy between the PACS and SACS.  It does
 AB4107.not indicate centimeter accuracy relative to other marks which are
 AB4107.part of the published vertical control network.
 AB4107
 AB4107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4107.GEOID18 height accuracy estimate available here.
 AB4107
 AB4107.Click photographs - Photos may exist for this station.
 AB4107
 AB4107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4107
 AB4107.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4107
 AB4107.The ellipsoidal height was determined by GPS observations
 AB4107.and is referenced to NAD 83.
 AB4107
 AB4107. The following values were computed from the NAD 83(2011) position.
 AB4107
 AB4107;                    North         East     Units Scale Factor Converg.
 AB4107;SPC NE       -   215,668.720   570,887.069   MT  0.99966941   +0 33 54.7
 AB4107;SPC NE       -   707,573.13  1,872,985.33   sFT  0.99966941   +0 33 54.7
 AB4107;UTM  14      - 4,624,549.830   487,771.595   MT  0.99960184   -0 05 52.9
 AB4107
 AB4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4107!SPC NE       -   0.99989947  x   0.99966941  =   0.99956891
 AB4107!UTM  14      -   0.99989947  x   0.99960184  =   0.99950135
 AB4107
 AB4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8777124549(NAD 83)
 AB4107
 AB4107|---------------------------------------------------------------------|
 AB4107| PID    Reference Object                     Distance      Geod. Az  |
 AB4107|                                                           dddmmss.s |
 AB4107| ML1180 CRAM                                312.385 METERS 33339     |
 AB4107|---------------------------------------------------------------------|
 AB4107
 AB4107                          SUPERSEDED SURVEY CONTROL
 AB4107
 AB4107  NAD 83(2007)-  41 46 21.70380(N)    099 08 49.67645(W) AD(2002.00) 0
 AB4107  ELLIP H (02/10/07)  641.053  (m)                       GP(2002.00)    
 AB4107  ELLIP H (07/10/01)  641.056  (m)                       GP(       ) 4 1
 AB4107  NAD 83(1995)-  41 46 21.70361(N)    099 08 49.67609(W) AD(       ) B
 AB4107  ELLIP H (06/25/96)  641.063  (m)                       GP(       ) 1 1
 AB4107
 AB4107.Superseded values are not recommended for survey control.
 AB4107
 AB4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4107.See file dsdata.pdf to determine how the superseded data were derived.
 AB4107
 AB4107_MARKER: I = METAL ROD
 AB4107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4107_STAMPING: BUB A 1995
 AB4107_MARK LOGO: NGS
 AB4107_PROJECTION: FLUSH
 AB4107_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4107+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2010
 AB4107_ROD/PIPE-DEPTH: 17.1 meters
 AB4107_SLEEVE-DEPTH  : 1 meters
 AB4107
 AB4107  HISTORY     - Date     Condition        Report By
 AB4107  HISTORY     - 1995     MONUMENTED       NGS
 AB4107  HISTORY     - 19970603 GOOD             NGS
 AB4107  HISTORY     - 20000510 GOOD             NGS
 AB4107  HISTORY     - 20101001 GOOD             INDIV
 AB4107
 AB4107                          STATION DESCRIPTION
 AB4107
 AB4107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4107'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 AB4107'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 AB4107'APPROACH END OF RUNWAY 33 AND IN LINE WITH THE THRESHOLD LIGHTS.
 AB4107'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX 577, BURWELL NE 68823.
 AB4107'AIRPORT MANAGER IS PAUL PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO
 AB4107'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH
 AB4107'(JUST SOUTH OF BURWELL), GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI (1.61
 AB4107'KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR
 AB4107'0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE
 AB4107'AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT LOUNGE
 AB4107'BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR 0.05 MI
 AB4107'(0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST ON
 AB4107'A TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND GO SOUTHWEST
 AB4107'ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY RIGHT,
 AB4107'TURN RIGHT AND GO WEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM)
 AB4107'TO THE RUNWAY, TURN LEFT AND GO SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.25
 AB4107'MI (0.40 KM) TO THE PAVEMENT END AND THE STATION ON THE LEFT.  THE
 AB4107'STATION IS 142.6 FT (43.5 M) EAST-NORTHEAST OF THE RUNWAY CENTER AT A
 AB4107'NGS PK NAIL, 107.3 FT (32.7 M) EAST-NORTHEAST OF THE MOST EASTERLY OF
 AB4107'8 THRESHOLD LIGHTS, 95.0 FT (29.0 M) SOUTH OF THE MOST EASTERLY EDGE
 AB4107'OF THE TURNAROUND TAXIWAY PAVEMENT, 56.0 FT (17.1 M) SOUTHEAST OF THE
 AB4107'CURVED TAXIWAY CENTER, 38.0 FT (11.6 M) WEST-SOUTHWEST OF THE
 AB4107'APPROXIMATE EDGE OF A CULTIVATED FIELD AND 1.5 FT (0.5 M) NORTH OF A
 AB4107'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 AB4107'APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4107
 AB4107                          STATION RECOVERY (1997)
 AB4107
 AB4107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4107'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 AB4107'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 AB4107'APPROACH END OF RUNWAY 33 AND INLINE WITH THE THREASHOLD LIGHTS.
 AB4107'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX 577, BURWELL, NE 68823.
 AB4107'AIRPORT MANAGER IS PAUL PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO
 AB4107'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH
 AB4107'(JUST SOUTH OF BURWELL) , GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI
 AB4107'(1.61 KM) TO A INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE
 AB4107'FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON
 AB4107'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT
 AB4107'LOUNGE BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 AB4107'0.05 MI (0.08 KM) TO A GATE AHEAD , PASS THROUGH GATE, TURN LEFT AND
 AB4107'GO WEST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND
 AB4107'GO SOUTHWEST ACROSS THE APRON FOR O.05 MI TO A CONNECTOR TAXIWAY
 AB4107'RIGHT, TURN RIGHT AND GO WEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI
 AB4107'(0.08 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTH SOUTHEAST ON THE
 AB4107'RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT END AND THE STATION ON
 AB4107'THE LEFT.  THE STATION IS 142.6 FT (43.5 M) EAST NORTHEAST OF THE
 AB4107'RUNWAY CENTER AT A NGS PK NAIL, 107.3 FT (32.7 M) EAST NORTHEAST OF
 AB4107'THE MOST EASTERLY OF 8 THREASHOLD LIGHTS, 95.0 FT (29.0 M) SOUTH OF
 AB4107'THE MOST EASTERLY EDGE OF THE TURNAROUND TAXIWAY PAVEMENT, 56.0 FT
 AB4107'(17.1 M) SOUTHEAST OF THE CURVED TAXIWAY CENTER, 38.0 FT (11.6 M) WEST
 AB4107'SOUTHWEST OF THE APPROXIMATE EDGE OF A CULTIVATED FIELD AND 1.5 FT
 AB4107'(0.5 M) NORTH OF A WITNESS POST.  THIS STATION HAS BEEN SELECTED AS
 AB4107'THIS AIRPORTS PRIMARY AIRPORT CONTROL STATION (PACS) .
 AB4107
 AB4107                          STATION RECOVERY (2000)
 AB4107
 AB4107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4107'RECOVERED AS DESCRIBED.  NEW CONTACTS AS FOLLOWS--PAUL PLOCK, PHONE
 AB4107'308-346-4566, ALTERNATE PHONE- HOWARD HOLMQUIST AT HIS PHARMACY
 AB4107'308-346-4747.  NOTE-- CALL 2 DAYS IN ADVANCE TO GET COMBINATION TO A
 AB4107'LOCKED GATE TO GAIN ACCESS TO THE AIRPORT.
 AB4107
 AB4107                          STATION RECOVERY (2010)
 AB4107
 AB4107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NJ)
 AB4107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1159 ***********************************************************************
 ML1159  DESIGNATION -  BUCKEYE
 ML1159  PID         -  ML1159
 ML1159  STATE/COUNTY-  NE/CUSTER
 ML1159  COUNTRY     -  US
 ML1159  USGS QUAD   -  EDDYVILLE NE (2017)
 ML1159
 ML1159                         *CURRENT SURVEY CONTROL
 ML1159  ______________________________________________________________________
 ML1159* NAD 83(1995) POSITION- 41 08 30.68537(N) 099 33 28.33967(W)   ADJUSTED
 ML1159* NAVD 88 ORTHO HEIGHT -   755.    (meters)     2477.    (feet) SCALED
 ML1159  ______________________________________________________________________
 ML1159  GEOID HEIGHT    -        -23.305 (meters)                     GEOID18
 ML1159  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 ML1159  HORZ ORDER      -  THIRD
 ML1159
 ML1159.The horizontal coordinates were established by classical geodetic methods
 ML1159.and adjusted by the National Geodetic Survey in August 1997.
 ML1159
 ML1159.The orthometric height was scaled from a topographic map.
 ML1159
 ML1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1159.GEOID18 height accuracy estimate available here.
 ML1159
 ML1159.Click photographs - Photos may exist for this station.
 ML1159
 ML1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1159
 ML1159. The following values were computed from the NAD 83(1995) position.
 ML1159
 ML1159;                    North         East     Units Scale Factor Converg.
 ML1159;SPC NE       -   145,374.843   537,106.552   MT  0.99967866   +0 17 34.8
 ML1159;SPC NE       -   476,950.63  1,762,157.08   sFT  0.99967866   +0 17 34.8
 ML1159;UTM  14      - 4,554,654.693   453,182.736   MT  0.99962698   -0 22 01.4
 ML1159
 ML1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1159!SPC NE       -   0.99988520  x   0.99967866  =   0.99956390
 ML1159!UTM  14      -   0.99988520  x   0.99962698  =   0.99951222
 ML1159
 ML1159:                Primary Azimuth Mark                     Grid Az
 ML1159:SPC NE       -  BUCKEYE AZ MK                            349 05 18.4
 ML1159:UTM  14      -  BUCKEYE AZ MK                            349 44 54.6
 ML1159
 ML1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5318254654(NAD 83)
 ML1159
 ML1159|---------------------------------------------------------------------|
 ML1159| PID    Reference Object                     Distance      Geod. Az  |
 ML1159|                                                           dddmmss.s |
 ML1159| CN7998 BUCKEYE RM 2                         17.433 METERS 07928     |
 ML1159| CN7996 BUCKEYE AZ MK                                      3492253.2 |
 ML1159| CN7997 BUCKEYE RM 1                         12.697 METERS 34955     |
 ML1159|---------------------------------------------------------------------|
 ML1159
 ML1159                          SUPERSEDED SURVEY CONTROL
 ML1159
 ML1159  NAD 83(1986)-  41 08 30.69274(N)    099 33 28.34404(W) AD(       ) 3
 ML1159  NAD 27      -  41 08 30.66000(N)    099 33 26.95400(W) AD(       ) 3
 ML1159
 ML1159.Superseded values are not recommended for survey control.
 ML1159
 ML1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1159.See file dsdata.pdf to determine how the superseded data were derived.
 ML1159
 ML1159_MARKER: DS = TRIANGULATION STATION DISK
 ML1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1159_STAMPING: BUCKEYE 1951
 ML1159_MARK LOGO: CGS
 ML1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1159+STABILITY: SURFACE MOTION
 ML1159
 ML1159  HISTORY     - Date     Condition        Report By
 ML1159  HISTORY     - 1951     MONUMENTED       CGS
 ML1159  HISTORY     - 1989     GOOD             LOCSUR
 ML1159
 ML1159                          STATION DESCRIPTION
 ML1159
 ML1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1159'THE STATION IS LOCATED ABOUT 12 MILES EAST OF OCONTO AND 11
 ML1159'MILES NORTH-NORTHEAST OF EDDYVILLE.  IT IS ON THE HIGHEST POINT
 ML1159'OF A HILL, IN THE EAST EDGE OF A PASTURE, 39 FEET WEST OF THE
 ML1159'CENTER OF A NORTH-SOUTH DIRT ROAD, 6 FEET WEST OF A NORTH-SOUTH
 ML1159'FENCE LINE AND 6 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 ML1159'BUCKEYE 1951 AND PROJECTS 2 INCHES.
 ML1159'
 ML1159'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A PASTURE, 39
 ML1159'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 6 FEET
 ML1159'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BUCKEYE NO 1 1951
 ML1159'AND PROJECTS 2 INCHES.
 ML1159'
 ML1159'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE CENTER OF A
 ML1159'NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 ML1159'LINE.  IT IS STAMPED BUCKEYE NO 2 1951 AND PROJECTS 6 INCHES.
 ML1159'
 ML1159'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 ML1159'2 IS 70.5 FEET.
 ML1159'
 ML1159'THE AZIMUTH MARK IS LOCATED IN THE EAST EDGE OF A PASTURE, 38
 ML1159'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 3 FEET
 ML1159'SOUTH OF THE SOUTH END OF A WIRE GATE, 2 FEET WEST OF A WITNESS
 ML1159'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1159'BUCKEYE 1951 AND PROJECTS 8 INCHES.
 ML1159'
 ML1159'TO REACH THE STATION FROM THE POST OFFICE IN EDDYVILLE, GO
 ML1159'NORTH ON STATE HIGHWAY 40 FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT
 ML1159'FORK AND GO EASTERLY ON A WINDING GRAVELED ROAD FOR 3.4 MILES
 ML1159'TO A CROSSROAD, TURN LEFT AND GO NORTHERLY ON A WINDING DIRT
 ML1159'ROAD FOR 7.6 MILES TO A SMALL STEEL BRIDGE ACROSS THE SOUTH
 ML1159'LOUP RIVER.  CROSS THE BRIDGE AND CONTINUE NORTHERLY FOR 1.0
 ML1159'MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT AS
 ML1159'DESCRIBED.
 ML1159'
 ML1159'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON A
 ML1159'DIRT ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ML1159'DESCRIBED.
 ML1159
 ML1159                          STATION RECOVERY (1989)
 ML1159
 ML1159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (ERS)
 ML1159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0446 ***********************************************************************
 MM0446  DESIGNATION -  BUCKTAIL
 MM0446  PID         -  MM0446
 MM0446  STATE/COUNTY-  NE/ARTHUR
 MM0446  COUNTRY     -  US
 MM0446  USGS QUAD   -  BUCKTAIL (2017)
 MM0446
 MM0446                         *CURRENT SURVEY CONTROL
 MM0446  ______________________________________________________________________
 MM0446* NAD 83(1995) POSITION- 41 30 02.74009(N) 101 27 31.36437(W)   ADJUSTED
 MM0446* NAVD 88 ORTHO HEIGHT -  1144.    (meters)     3753.    (feet) SCALED
 MM0446  ______________________________________________________________________
 MM0446  GEOID HEIGHT    -        -20.679 (meters)                     GEOID18
 MM0446  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 MM0446  HORZ ORDER      -  SECOND
 MM0446
 MM0446.The horizontal coordinates were established by classical geodetic methods
 MM0446.and adjusted by the National Geodetic Survey in August 1997.
 MM0446
 MM0446.The orthometric height was scaled from a topographic map.
 MM0446
 MM0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0446.GEOID18 height accuracy estimate available here.
 MM0446
 MM0446.Click photographs - Photos may exist for this station.
 MM0446
 MM0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0446
 MM0446. The following values were computed from the NAD 83(1995) position.
 MM0446
 MM0446;                    North         East     Units Scale Factor Converg.
 MM0446;SPC NE       -   186,153.642   378,251.893   MT  0.99965860   -0 58 00.1
 MM0446;SPC NE       -   610,739.07  1,240,981.42   sFT  0.99965860   -0 58 00.1
 MM0446;UTM  14      - 4,597,267.363   294,783.669   MT  1.00011829   -1 37 47.2
 MM0446
 MM0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0446!SPC NE       -   0.99982377  x   0.99965860  =   0.99948243
 MM0446!UTM  14      -   0.99982377  x   1.00011829  =   0.99994204
 MM0446
 MM0446:                Primary Azimuth Mark                     Grid Az
 MM0446:SPC NE       -  BUCKTAIL AZ MK                           068 13 50.6
 MM0446:UTM  14      -  BUCKTAIL AZ MK                           068 53 37.7
 MM0446
 MM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9478397267(NAD 83)
 MM0446
 MM0446|---------------------------------------------------------------------|
 MM0446| PID    Reference Object                     Distance      Geod. Az  |
 MM0446|                                                           dddmmss.s |
 MM0446| CP6707 BUCKTAIL RM 1                        41.419 METERS 06633     |
 MM0446| CP6706 BUCKTAIL AZ MK                                     0671550.5 |
 MM0446| CP6708 BUCKTAIL RM 2                        20.876 METERS 14914     |
 MM0446|---------------------------------------------------------------------|
 MM0446
 MM0446                          SUPERSEDED SURVEY CONTROL
 MM0446
 MM0446  NAD 83(1986)-  41 30 02.74179(N)    101 27 31.36982(W) AD(       ) 2
 MM0446  NAD 27      -  41 30 02.77800(N)    101 27 29.75500(W) AD(       ) 2
 MM0446
 MM0446.Superseded values are not recommended for survey control.
 MM0446
 MM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0446.See file dsdata.pdf to determine how the superseded data were derived.
 MM0446
 MM0446_MARKER: DS = TRIANGULATION STATION DISK
 MM0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0446_STAMPING: BUCKTAIL 1946
 MM0446_MARK LOGO: CGS
 MM0446_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0446
 MM0446  HISTORY     - Date     Condition        Report By
 MM0446  HISTORY     - 1946     MONUMENTED       CGS
 MM0446
 MM0446                          STATION DESCRIPTION
 MM0446
 MM0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0446'LOCATED ABOUT 13.0 MILES, AIRLINE, EAST-SOUTHEAST OF ARTHUR
 MM0446'AND ABOUT 7 MILES, AIRLINE, SOUTHWEST OF FLATS, ON THE HIGHEST
 MM0446'POINT OF A GRASS-COVERED SAND HILL OWNED BY FRED LUTZ.  IT IS
 MM0446'A STANDARD DISK, STAMPED BUCKTAIL 1946, WELDED ON THE TOP
 MM0446'OF 3-INCH IRON PIPE PROJECTING 10 INCHES.
 MM0446'
 MM0446'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 MM0446'ABOUT 20 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 MM0446'STAMPED BUCKTAIL NO 1 1946, WELDED ON THE TOP OF A 3-INCH
 MM0446'IRON PIPE PROJECTING 1 FOOT.
 MM0446'
 MM0446'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND IS
 MM0446'ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 MM0446'STAMPED BUCKTAIL NO 2 1946, WELDED ON THE TOP OF A 3-INCH
 MM0446'IRON PIPE PROJECTING 10 INCHES.
 MM0446'
 MM0446'AZIMUTH MARK IS ABOUT 0.1 MILE WEST OF THE WEST END OF A GROVE
 MM0446'OF TREES, 36 FEET EAST OF A FENCE CORNER, 10 FEET NORTH OF THE
 MM0446'CENTER LINE OF A TRACK ROAD, 2 FEET SOUTH OF AN EAST-WEST
 MM0446'FENCE LINE.  IT IS A STANDARD DISK, STAMPED BUCKTAIL 1946,
 MM0446'WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 MM0446'
 MM0446'REACHED FROM THE POST OFFICE IN FLATS GO WEST ON SAND ROAD FOR
 MM0446'0.85 MILE TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 4.1 MILES
 MM0446'TO A SIDE ROAD LEADING WEST AT A POINT JUST BEFORE REACHING
 MM0446'A CATTLE GUARD AND A LARGE GROVE OF TREES.  TURN RIGHT, WEST,
 MM0446'AND GO 0.3 MILE TO A FORK.  TAKE LEFT FORK AND GO 1.5 MILES
 MM0446'TO A FORK.  TAKE LEFT FORK AND GO 1.8 MILES TO THE AZIMUTH
 MM0446'MARK ON THE RIGHT.  CONTINUE, TAKING LEFT FORK FOR 0.9 MILE
 MM0446'TO A CROSSROAD JUST AFTER PASSING THROUGH GATE.  TURN SHARP
 MM0446'RIGHT AND GO 1.2 MILES TO A T FENCE CORNER.  TURN LEFT,
 MM0446'SOUTH, ALONG THE EAST SIDE OF THE NORTH-SOUTH FENCE LINE AND
 MM0446'GO 0.5 MILE.  HERE, TURN LEFT, LEAVING THE FENCE LINE AND
 MM0446'GO SOUTHWEST FOR 0.4 MILES TO THE HIGHEST POINT OF THE HILL
 MM0446'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1120 ***********************************************************************
 ML1120  DESIGNATION -  BUFFALO
 ML1120  PID         -  ML1120
 ML1120  STATE/COUNTY-  NE/WHEELER
 ML1120  COUNTRY     -  US
 ML1120  USGS QUAD   -  BARTLETT NW (2017)
 ML1120
 ML1120                         *CURRENT SURVEY CONTROL
 ML1120  ______________________________________________________________________
 ML1120* NAD 83(1995) POSITION- 41 55 47.78933(N) 098 43 34.05940(W)   ADJUSTED
 ML1120* NAVD 88 ORTHO HEIGHT -   700.5   (meters)     2298.    (feet) VERTCON
 ML1120  ______________________________________________________________________
 ML1120  GEOID HEIGHT    -        -23.917 (meters)                     GEOID18
 ML1120  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 ML1120  HORZ ORDER      -  FIRST
 ML1120
 ML1120.The horizontal coordinates were established by classical geodetic methods
 ML1120.and adjusted by the National Geodetic Survey in August 1997.
 ML1120
 ML1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1120
 ML1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1120.GEOID18 height accuracy estimate available here.
 ML1120
 ML1120.Click photographs - Photos may exist for this station.
 ML1120
 ML1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1120
 ML1120. The following values were computed from the NAD 83(1995) position.
 ML1120
 ML1120;                    North         East     Units Scale Factor Converg.
 ML1120;SPC NE       -   233,556.928   605,619.980   MT  0.99968593   +0 50 39.1
 ML1120;SPC NE       -   766,261.35  1,986,938.22   sFT  0.99968593   +0 50 39.1
 ML1120;UTM  14      - 4,642,034.018   522,706.331   MT  0.99960634   +0 10 58.8
 ML1120
 ML1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1120!SPC NE       -   0.99989389  x   0.99968593  =   0.99957985
 ML1120!UTM  14      -   0.99989389  x   0.99960634  =   0.99950027
 ML1120
 ML1120:                Primary Azimuth Mark                     Grid Az
 ML1120:SPC NE       -  BUFFALO AZ MK                            080 24 44.6
 ML1120:UTM  14      -  BUFFALO AZ MK                            081 04 24.9
 ML1120
 ML1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2270642034(NAD 83)
 ML1120
 ML1120|---------------------------------------------------------------------|
 ML1120| PID    Reference Object                     Distance      Geod. Az  |
 ML1120|                                                           dddmmss.s |
 ML1120| CN7999 BUFFALO AZ MK                                      0811523.7 |
 ML1120| CN8000 BUFFALO RM 1                         14.622 METERS 15107     |
 ML1120| CN8001 BUFFALO RM 2                         11.043 METERS 23606     |
 ML1120|---------------------------------------------------------------------|
 ML1120
 ML1120                          SUPERSEDED SURVEY CONTROL
 ML1120
 ML1120  NAD 83(1986)-  41 55 47.79438(N)    098 43 34.06536(W) AD(       ) 1
 ML1120  NAD 27      -  41 55 47.77000(N)    098 43 32.76100(W) AD(       ) 1
 ML1120  USSD        -  41 55 47.85900(N)    098 43 32.92700(W) AD(       ) 3
 ML1120  NGVD 29 (07/19/86)  700.3    (m)         2298.     (f) VERT ANG       
 ML1120
 ML1120.Superseded values are not recommended for survey control.
 ML1120
 ML1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1120.See file dsdata.pdf to determine how the superseded data were derived.
 ML1120
 ML1120_MARKER: V = STONE MONUMENT
 ML1120_SETTING: 0 = UNSPECIFIED SETTING
 ML1120
 ML1120  HISTORY     - Date     Condition        Report By
 ML1120  HISTORY     - 1900     MONUMENTED       CGS
 ML1120  HISTORY     - 1935     GOOD             CGS
 ML1120  HISTORY     - 1949     GOOD             CGS
 ML1120
 ML1120                          STATION DESCRIPTION
 ML1120
 ML1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1120'THIS STATION IS ON THE HIGHEST SAND HILL OF A PROMINENT RANGE
 ML1120'DISTANT ABOUT 9 MILES WEST AND 3 MILES NORTH OF BARTLETT, NEAR
 ML1120'SW, CORNER SEC. 28, T. 23, R. 12 W., AND 2 MILES EAST OF THE
 ML1120'GARFIELD COUNTY LINE.  THERE ARE NO RESIDENCES WITHIN 4 OR
 ML1120'5 MILES OF THE STATION.  ONE OF THE NEAREST HOUSES, DISTANT
 ML1120'ABOUT 7 MILES TO THE NORTHEAST, IS SURROUNDED BY A CONSPICUOUS
 ML1120'GROVE OF COTTONWOOD TREES PLAINLY VISIBLE FROM THE STATION AND
 ML1120'IS OWNED AND OCCUPIED BY MR. S.B. FRENCH, WHO KNOWS THE
 ML1120'LOCATION OF THE STATION.  THE LAND IN THE VICINITY OF THE
 ML1120'STATION IS THE PROPERTY OF THE UNITED STATES AND ABOUT
 ML1120'25 SQUARE MILES OF IT IS FENCED IN AND USED AS A CATTLE
 ML1120'RANCH.  THE AZIMUTHS AND DISTANCES TO CERTAIN POINTS
 ML1120'ARE--TO A WINDMILL, 311 DEG 16 MIN, 1/2 MILE.  TO A WINDMILL, 351
 ML1120'DEG 00 MIN, 2 MILES.  TO A COTTONWOOD GROVE AT MR. FRENCHS HOUSE,
 ML1120'238 DEG 42 MIN, 7 MILES.  TO A WINDMILL AT BARTLETT,
 ML1120'290 DEG 07 MIN 55 SEC, 9.6 MILES.  THERE IS A BLOWOUT 15 FEET
 ML1120'DEEP ON THE SLOPE OF THE HILL TO THE EASTWARD OF THE
 ML1120'STATION.  THE SURFACE MARK IS A MARBLE POST 8 INCHES
 ML1120'SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS TOP FLUSH
 ML1120'WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES AT
 ML1120'RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.  THE
 ML1120'UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED ABOUT 3 FEET
 ML1120'BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A SMALL DRILL
 ML1120'HOLE IN THE BOTTOM.
 ML1120
 ML1120                          STATION RECOVERY (1935)
 ML1120
 ML1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1120'RECOVERED APRIL 25, 1935 AND FOUND IN GOOD CONDITION AS
 ML1120'DESCRIBED.  ABOUT 9 MILES WEST AND 3-1/4 MILES NORTH OF BARTLETT,
 ML1120'ABOUT 1 MILE EAST AND 3/4 MILE SOUTH OF THE POST OFFICE IN
 ML1120'SHERIDAN, ABOUT 1-3/4 MILES EAST OF THE GARFIELD-WHEELER COUNTY
 ML1120'LINE, NEAR THE CENTER OF THE SOUTHEAST QUARTER OF SEC. 29,
 ML1120'T. 23 N., R. 12 W., ON HAY LAND BELONGING TO AN OMAHA REAL
 ML1120'ESTATE FIRM, ON A HIGH SAND HILL SURROUNDED ON ALL SIDES BY
 ML1120'LOWER GROUND AND HAVING A LARGE GRASSED-OVER BLOW-OUT ON ITS
 ML1120'EAST SLOPE, AND ON A LEVEL EXPANSE ABOUT 25 FEET SOUTH OF THE
 ML1120'HIGHEST POINT OF THE HILL.  THE SURFACE MARK, A MARBLE POST,
 ML1120'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 ML1120'
 ML1120'TO REACH FROM THE POST OFFICE IN BARTLETT, GO WEST FOR 2-3/4
 ML1120'MILES ON STATE HIGHWAY 53 TO THE POINT WHERE HIGHWAY TURNS
 ML1120'SOUTH, CONTINUE WEST (THERE IS A SLIGHT JOG IN THE FIRST MILE)
 ML1120'4 MILES ON THE TRAIL LEADING TO SHERIDAN POST OFFICE, THEN
 ML1120'NORTH ABOUT 2-3/4 MILES TO A POINT ABOUT 1-1/4 MILES SOUTH OF
 ML1120'A SCHOOLHOUSE VISIBLE AHEAD, THENCE BY A WINDING TRAIL NORTHWEST
 ML1120'ABOUT 2 MILES (BY SPEEDOMETER), TO THE NORTHEAST CORNER OF
 ML1120'SECTION 28, (GENERAL LAND OFFICE MARKER AT SOUTH SIDE OF
 ML1120'TRAIL), THEN WEST ON WINDING TRAIL ABOUT 1 MILE AND SOUTH ABOUT
 ML1120'3/4 MILE TO THE TOP OF THE HIGHEST HILL IN THE VICINITY.
 ML1120
 ML1120                          STATION RECOVERY (1949)
 ML1120
 ML1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 ML1120'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 ML1120'GOOD CONDITION.  REFERENCE MARKS NO. 1, NO. 2 AND AN AZIMUTH
 ML1120'MARK WERE ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 ML1120'DESCRIPTION.
 ML1120'
 ML1120'THE STATION IS LOCATED ON A PROMINENT SAND HILL ABOUT 9.0
 ML1120'MILES WEST AND 3.25 MILES NORTH OF BARTLETT, ABOUT 1.0 MILE
 ML1120'EAST AND 0.75 OF A MILE SOUTH OF THE POST OFFICE IN THE VILLAGE
 ML1120'OF SHERIDAN AND ABOUT 1.75 MILES EAST OF THE GARFIELD-WHEELER
 ML1120'COUNTY LINE.  IT IS ON LAND OWNED BY THE WOLF BROTHERS OF
 ML1120'ALBION, NEB. IN WHAT IS KNOWN AS THE CLARK PASTURE.  THE MARK
 ML1120'IS ABOUT 25.0 FEET SOUTH OF THE HIGHEST POINT OF THE SAND
 ML1120'HILL AND 14.2 FEET SOUTH OF A WITNESS POST.  IT IS A MARBLE
 ML1120'POST 8 INCHES SQUARE AND HAS TWO V SHAPED GROOVES AT RIGHT
 ML1120'ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.  IT PROJECTS
 ML1120'ABOUT 5 INCHES ABOVE THE GROUND.
 ML1120'
 ML1120'REFERENCE MARK NO. 1 IS NEAR THE EAST EDGE OF THE
 ML1120'HILL AND ABOUT 2.0 FEET ABOVE THE ELEVATION OF THE STATION.
 ML1120'IT PROJECTS 8 INCHES AND IS STAMPED BUFFALO NO 1 1949.
 ML1120'
 ML1120'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE
 ML1120'HILL AT ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS
 ML1120'1.0 FOOT AND IS STAMPED BUFFALO NO 2 1949.
 ML1120'
 ML1120'THE AZIMUTH MARK IS 108.0 FEET SOUTH OF THE CENTER
 ML1120'OF A TRACK ROAD AND 51.0 FEET SOUTH OF A WELL PUMP AND WINDMILL.
 ML1120'IT PROJECTS 6 INCHES AND IS STAMPED BUFFALO 1949.
 ML1120'
 ML1120'TO REACH THE STATION FROM THE CROSSROAD JUST NORTH OF THE
 ML1120'POST OFFICE IN BARTLETT, GO WEST ON A GRAVEL ROAD (OLD STATE
 ML1120'HIGHWAY NO. 53) FOR 2.9 MILES TO A FORK IN THE CENTER OF A
 ML1120'CURVE WHERE THE GRAVEL ROAD TURNS LEFT, TAKE RIGHT FORK WEST,
 ML1120'NORTH AND WEST ON A SAND ROAD FOR 4.5 MILES TO A CROSSROAD,
 ML1120'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A T ROAD LEFT, CONTINUE
 ML1120'STRAIGHT AHEAD ACROSS A CATTLE GUARD AND GO NORTHERLY ON
 ML1120'MAIN TRACK ROAD FOR 2.1 MILES TO A CATTLE GUARD, CROSS CATTLE
 ML1120'GUARD AND CONTINUE ON MAIN TRACK ROAD FOR 0.55 OF A MILE TO A
 ML1120'WINDMILL ON THE RIGHT, CONTINUE NORTH AND WEST ON MAIN TRACK
 ML1120'ROAD FOR 0.95 OF A MILE TO A FORK AT WIRE GATE AND CATTLE
 ML1120'GUARD, TURN LEFT THROUGH WIRE GATE AND GO WEST FOR 0.2 OF
 ML1120'A MILE TO A RANCH HOUSE IN A GROVE OF TREES, TURN LEFT AND GO
 ML1120'SOUTH THROUGH RANCH YARDS PASSING THROUGH TWO GATES AND
 ML1120'CONTINUE SOUTH ON MAIN TRACK ROAD FOR 0.55 OF A MILE TO A
 ML1120'WINDMILL WITH TWO STEEL TANKS ON THE LEFT AND THE AZIMUTH
 ML1120'MARK AS DESCRIBED.  FROM THIS WINDMILL CONTINUE WEST,
 ML1120'SOUTHWEST AND WEST ON MAIN TRACK ROAD FOR ABOUT 0.6 OF A
 ML1120'MILE TO A POINT JUST BEFORE REACHING A WIRE GATE IN AN
 ML1120'EAST-WEST FENCE, HERE BEAR RIGHT AND GO WEST, NORTHWEST
 ML1120'AND NORTH ACROSS PASTURE FOR ABOUT 0.3 OF A MILE TO THE
 ML1120'TOP OF THE HIGHEST SAND HILL AND THE STATION AS
 ML1120'DESCRIBED.
 ML1120'
 ML1120'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4
 ML1120'FEET.
 ML1120'
 ML1120'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 ML1120'
 ML1120'A 47 FOOT SIGNAL AT STATION DELOIT 1900 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0557 ***********************************************************************
 MN0557  DESIGNATION -  BUFFALO
 MN0557  PID         -  MN0557
 MN0557  STATE/COUNTY-  NE/CHEYENNE
 MN0557  COUNTRY     -  US
 MN0557  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0557
 MN0557                         *CURRENT SURVEY CONTROL
 MN0557  ______________________________________________________________________
 MN0557* NAD 83(1995) POSITION- 41 12 38.86315(N) 103 14 52.34565(W)   ADJUSTED
 MN0557* NAVD 88 ORTHO HEIGHT -  1364.6   (meters)     4477.    (feet) VERTCON
 MN0557  ______________________________________________________________________
 MN0557  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 MN0557  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 MN0557  HORZ ORDER      -  SECOND
 MN0557
 MN0557.The horizontal coordinates were established by classical geodetic methods
 MN0557.and adjusted by the National Geodetic Survey in August 1997.
 MN0557
 MN0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0557
 MN0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0557.GEOID18 height accuracy estimate available here.
 MN0557
 MN0557.Click photographs - Photos may exist for this station.
 MN0557
 MN0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0557
 MN0557. The following values were computed from the NAD 83(1995) position.
 MN0557
 MN0557;                    North         East     Units Scale Factor Converg.
 MN0557;SPC NE       -   158,047.521   227,765.427   MT  0.99967178   -2 09 08.5
 MN0557;SPC NE       -   518,527.58    747,260.41   sFT  0.99967178   -2 09 08.5
 MN0557;UTM  13      - 4,563,637.729   646,889.093   MT  0.99986555   +1 09 16.4
 MN0557
 MN0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0557!SPC NE       -   0.99978905  x   0.99967178  =   0.99946090
 MN0557!UTM  13      -   0.99978905  x   0.99986555  =   0.99965463
 MN0557
 MN0557:                Primary Azimuth Mark                     Grid Az
 MN0557:SPC NE       -  X 76                                     096 01 08.4
 MN0557:UTM  13      -  X 76                                     092 42 43.5
 MN0557
 MN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4688963637(NAD 83)
 MN0557
 MN0557|---------------------------------------------------------------------|
 MN0557| PID    Reference Object                     Distance      Geod. Az  |
 MN0557|                                                           dddmmss.s |
 MN0557| CP6712 BUFFALO RM 1                          9.811 METERS 00829     |
 MN0557| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX.12.4 KM 0865149.6 |
 MN0557| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX.12.2 KM 0871439.5 |
 MN0557| MN0212 X 76                                               0935159.9 |
 MN0557| CP6713 BUFFALO RM 2                          8.604 METERS 14843     |
 MN0557| MN0560 POTTER MUNICIPAL TANK               APPROX. 5.9 KM 2790738.1 |
 MN0557|---------------------------------------------------------------------|
 MN0557
 MN0557                          SUPERSEDED SURVEY CONTROL
 MN0557
 MN0557  NAD 83(1993)-  41 12 38.86154(N)    103 14 52.34609(W) AD(       ) 2
 MN0557  NAD 83(1986)-  41 12 38.85551(N)    103 14 52.34625(W) AD(       ) 2
 MN0557  NAD 27      -  41 12 38.92180(N)    103 14 50.59600(W) AD(       ) 2
 MN0557  NGVD 29 (07/19/86) 1364.0    (m)         4475.     (f) VERT ANG       
 MN0557
 MN0557.Superseded values are not recommended for survey control.
 MN0557
 MN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0557.See file dsdata.pdf to determine how the superseded data were derived.
 MN0557
 MN0557_MARKER: DS = TRIANGULATION STATION DISK
 MN0557_SETTING: 66 = SET IN ROCK OUTCROP
 MN0557_STAMPING: BUFFALO 1963
 MN0557_MARK LOGO: CGS
 MN0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0557+STABILITY: POSITION/ELEVATION WELL
 MN0557
 MN0557  HISTORY     - Date     Condition        Report By
 MN0557  HISTORY     - 1963     MONUMENTED       CGS
 MN0557
 MN0557                          STATION DESCRIPTION
 MN0557
 MN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0557'THE STATION IS LOCATED ON THE TOP OF A BLUFF, OVERLOOKING THE
 MN0557'UNION PACIFIC RAILROAD AND U.S. HIGHWAY 30, ON LAND OWNED BY
 MN0557'MRS. M. GUNDERSON.  THE LAND IS LEASED BY MR. WESTLY GADWAY
 MN0557'OF POTTER.  IT IS ABOUT 15-1/2 MILES WEST-NORTHWEST OF SIDNEY,
 MN0557'7 MILES WEST OF ORDVILLE AND 3-1/2 MILES EAST OF POTTER.
 MN0557'
 MN0557'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 MN0557'IN POTTER AND U.S. HIGHWAY 30, DRIVE EAST ON U.S. HIGHWAY 30
 MN0557'FOR 2.1 MILES TO A SIDE ROAD LEFT.** TURN LEFT AND DRIVE NORTH,
 MN0557'CROSSING RAILROAD TRACKS, FOR 0.5 MILE TO SIDE ROAD RIGHT AT A
 MN0557'CATTLE GUARD AND A WIRE GATE.  TURN RIGHT, CROSS THE CATTLE
 MN0557'GUARD AND DRIVE EAST ON A FARM ROAD FOR 0.25 MILE TO A Y-FORK.
 MN0557'TAKE RIGHT FORK AND CONTINUE EAST ON THE FARM ROAD FOR 0.25
 MN0557'MILE TO ANOTHER Y-FORK.  TAKE THE LEFT FORK AND CONTINUE EAST
 MN0557'ON THE FARM ROAD FOR 0.25 MILE TO A GATE IN A NORTH-SOUTH
 MN0557'FENCE.  PASS THROUGH THE GATE AND DRIVE EAST AND SOUTHEAST ON A
 MN0557'TRACK ROAD 0.45 MILE TO A WINDMILL AND WATER TANKS.
 MN0557'CONTINUE SOUTHEASTERLY ON A DIM TRACK ROAD FOR 0.1
 MN0557'MILE TO A FENCE CORNER.  TURN LEFT AND FOLLOW A DIM
 MN0557'TRACK ROAD EASTERLY FOR 0.25 MILE TO A STEEL GATE IN A
 MN0557'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND DRIVE
 MN0557'SOUTHEASTERLY FOR 0.25 MILE TO THE EASTERN END OF A BLUFF
 MN0557'AND THE STATION.
 MN0557'
 MN0557'THE STATION MARK IS A STANDARD DISK, STAMPED BUFFALO 1963,
 MN0557'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FEET
 MN0557'BY 2 FEET.  THE OUTCROPPING BEDROCK IS FLUSH WITH THE GROUND
 MN0557'SURFACE.
 MN0557'
 MN0557'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUFFALO NO 1 1963,
 MN0557'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 MN0557'4 BY 6 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 MN0557'
 MN0557'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUFFALO NO 2 1963,
 MN0557'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 MN0557'3 BY 4 FEET AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.
 MN0557'
 MN0557'**TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD AND U.S. HIGHWAY
 MN0557'30, DRIVE EAST ON U.S. HIGHWAY 30 FOR 2.2 MILES TO THE MARK ON
 MN0557'THE NORTH SIDE OF U.S. HIGHWAY 30.
 MN0557'
 MN0557'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 MN0557'BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 MN0557'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 MN0557'THE DISK IS STAMPED X 76 1934.  IT IS 109 FEET NORTH OF THE
 MN0557'CENTER OF U.S. HIGHWAY 30, 27.4 FEET EAST-SOUTHEAST OF A
 MN0557'TELEPHONE POLE AND 0.5 FOOT WEST OF A METAL WITNESS POST WITH
 MN0557'A SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1995 ***********************************************************************
 MK1995  DESIGNATION -  BUFFALO
 MK1995  PID         -  MK1995
 MK1995  STATE/COUNTY-  NE/SARPY
 MK1995  COUNTRY     -  US
 MK1995  USGS QUAD   -  SPRINGFIELD (2017)
 MK1995
 MK1995                         *CURRENT SURVEY CONTROL
 MK1995  ______________________________________________________________________
 MK1995* NAD 83(1995) POSITION- 41 02 59.86219(N) 096 09 27.11084(W)   ADJUSTED
 MK1995* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 MK1995  ______________________________________________________________________
 MK1995  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 MK1995  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 MK1995  HORZ ORDER      -  SECOND
 MK1995
 MK1995.The horizontal coordinates were established by classical geodetic methods
 MK1995.and adjusted by the National Geodetic Survey in August 1997.
 MK1995
 MK1995.The orthometric height was scaled from a topographic map.
 MK1995
 MK1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1995.GEOID18 height accuracy estimate available here.
 MK1995
 MK1995.Click photographs - Photos may exist for this station.
 MK1995
 MK1995.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1995
 MK1995. The following values were computed from the NAD 83(1995) position.
 MK1995
 MK1995;                    North         East     Units Scale Factor Converg.
 MK1995;SPC NE       -   142,252.759   822,836.188   MT  0.99969005   +2 32 47.0
 MK1995;SPC NE       -   466,707.59  2,699,588.39   sFT  0.99969005   +2 32 47.0
 MK1995;UTM  14      - 4,548,196.535   738,889.056   MT  1.00030243   +1 52 03.3
 MK1995
 MK1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1995!SPC NE       -   0.99994894  x   0.99969005  =   0.99963900
 MK1995!UTM  14      -   0.99994894  x   1.00030243  =   1.00025135
 MK1995
 MK1995:                Primary Azimuth Mark                     Grid Az
 MK1995:SPC NE       -  SPRINGFIELD MUN TANK                     030 39 18.1
 MK1995:UTM  14      -  SPRINGFIELD MUN TANK                     031 20 01.8
 MK1995
 MK1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3888948196(NAD 83)
 MK1995
 MK1995|---------------------------------------------------------------------|
 MK1995| PID    Reference Object                     Distance      Geod. Az  |
 MK1995|                                                           dddmmss.s |
 MK1995| CL7642 SPRINGFIELD MUN TANK                               0331205.1 |
 MK1995| CL6961 BUFFALO RM 1                         17.721 METERS 17931     |
 MK1995| CL6962 BUFFALO RM 2                         16.614 METERS 27249     |
 MK1995|---------------------------------------------------------------------|
 MK1995
 MK1995                          SUPERSEDED SURVEY CONTROL
 MK1995
 MK1995  NAD 83(1986)-  41 02 59.87252(N)    096 09 27.11182(W) AD(       ) 2
 MK1995  NAD 27      -  41 02 59.86500(N)    096 09 26.05705(W) AD(       ) 2
 MK1995
 MK1995.Superseded values are not recommended for survey control.
 MK1995
 MK1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1995.See file dsdata.pdf to determine how the superseded data were derived.
 MK1995
 MK1995_MARKER: DD = SURVEY DISK
 MK1995_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1995+WITH SETTING: INFORMATION.
 MK1995_STAMPING: ET BUFFALO 1967
 MK1995_MARK LOGO: USGS
 MK1995_PROJECTION: FLUSH
 MK1995_MAGNETIC: I = MARKER IS A STEEL ROD
 MK1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1995+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 MK1995
 MK1995  HISTORY     - Date     Condition        Report By
 MK1995  HISTORY     - 1967     MONUMENTED       USGS
 MK1995  HISTORY     - 1975     GOOD             LOCSUR
 MK1995  HISTORY     - 20060513 GOOD             INDIV
 MK1995
 MK1995                          STATION DESCRIPTION
 MK1995
 MK1995'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1995'THE STATION IS LOCATED ABOUT 2.5 MI S. AND 1.25 MI W. OF
 MK1995'SPRINGFIELD, T. 13 N., R. 11 E., NEAR THE S. SIXTEENTH COR.
 MK1995'BETWEEN SECS. 34 AND 35, 244 FT N., 25 FT. E OF THE CENTER OF
 MK1995'PRIVATE DRIVE W., 2 FT W. OF FENCE, 25 FT. E OF CENTER OF RD.,
 MK1995'2 FT W. OF USGS WITNESS POST.  STANDARD ET BUFFALO 1967.
 MK1995'
 MK1995'TO REACH THE STATION FROM THE RR. CROSSING AND MAIN STREET IN
 MK1995'SPRINGFIELD, GO W. ALONG MAIN STREET FOR 0.2 MI TO STATE HWY.
 MK1995'50, TURN LEFT (S.) AND GO ALONG HWY. 50 FOR 0.5 MI TO A CROSSROADS,
 MK1995'TURN RIGHT (W.) AND GO ALONG COUNTY RD. FOR 1.0 MI TO A
 MK1995'CROSSROADS, TURN LEFT (S.) AND GO 1.7 MI TO TOP OF HILL AND
 MK1995'STATION ON LEFT (E.) SIDE OF RD.
 MK1995'
 MK1995'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK1995'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK1995'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK1995'
 MK1995'REFERENCE MARK 1 IS S. OF THE STATION, 186 FT N., 26 FT E. OF
 MK1995'CENTER OF PRIVATE DIRVE W., 26 FT E. OF CENTER OF RD., 2 FT W.
 MK1995'OF FENCE, STAMPED BUFFALO NO 1 1967.
 MK1995'
 MK1995'REFERENCE MARK 2 IS W. OF THE STATION, 248 FT N., 29 FT W. OF
 MK1995'CENTER OF PRIVATE DRIVE W., 2 FT E. OF FENCE, 29 FT W. OF CENTER
 MK1995'OF RD., STAMPED BUFFALO NO 2 1967.
 MK1995'
 MK1995'AZIMUTH MARK - NONE SET.
 MK1995'
 MK1995'REFERENCE AZIMUTH OBSERVED TO TOP CENTER SPRINGFIELD MWT.
 MK1995
 MK1995                          STATION RECOVERY (1975)
 MK1995
 MK1995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RDP)
 MK1995'STATION RECOVERED BY HOSKINS WESTERN - SONDERGGER
 MK1995'
 MK1995'BUFFALO - GOOD
 MK1995
 MK1995                          STATION RECOVERY (2006)
 MK1995
 MK1995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DMP)
 MK1995'THE MARK IS LOCATED ON THE EAST SIDE OF LOCAL ROAD 156TH STREET AND
 MK1995'NORTH OF LOCAL ROAD BUFFALO ROAD APPROXIMATELY 0.25 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0559 ***********************************************************************
 MN0559  DESIGNATION -  BUHRDORF
 MN0559  PID         -  MN0559
 MN0559  STATE/COUNTY-  NE/CHEYENNE
 MN0559  COUNTRY     -  US
 MN0559  USGS QUAD   -  POTTER (2017)
 MN0559
 MN0559                         *CURRENT SURVEY CONTROL
 MN0559  ______________________________________________________________________
 MN0559* NAD 83(1995) POSITION- 41 14 09.51533(N) 103 19 17.76968(W)   ADJUSTED
 MN0559* NAVD 88 ORTHO HEIGHT -  1393.0   (meters)     4570.    (feet) VERTCON
 MN0559  ______________________________________________________________________
 MN0559  GEOID HEIGHT    -        -19.359 (meters)                     GEOID18
 MN0559  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 MN0559  HORZ ORDER      -  THIRD
 MN0559
 MN0559.The horizontal coordinates were established by classical geodetic methods
 MN0559.and adjusted by the National Geodetic Survey in August 1997.
 MN0559
 MN0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0559
 MN0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0559.GEOID18 height accuracy estimate available here.
 MN0559
 MN0559.Click photographs - Photos may exist for this station.
 MN0559
 MN0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0559
 MN0559. The following values were computed from the NAD 83(1995) position.
 MN0559
 MN0559;                    North         East     Units Scale Factor Converg.
 MN0559;SPC NE       -   161,075.898   221,695.906   MT  0.99966963   -2 12 04.4
 MN0559;SPC NE       -   528,463.18    727,347.32   sFT  0.99966963   -2 12 04.4
 MN0559;UTM  13      - 4,566,311.392   640,653.823   MT  0.99984348   +1 06 23.5
 MN0559
 MN0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0559!SPC NE       -   0.99978458  x   0.99966963  =   0.99945428
 MN0559!UTM  13      -   0.99978458  x   0.99984348  =   0.99962809
 MN0559
 MN0559:                Primary Azimuth Mark                     Grid Az
 MN0559:SPC NE       -  BUHRDORF AZ MK                           159 51 49.1
 MN0559:UTM  13      -  BUHRDORF AZ MK                           156 33 21.2
 MN0559
 MN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4065366311(NAD 83)
 MN0559
 MN0559|---------------------------------------------------------------------|
 MN0559| PID    Reference Object                     Distance      Geod. Az  |
 MN0559|                                                           dddmmss.s |
 MN0559| CP6714 BUHRDORF AZ MK                                     1573944.7 |
 MN0559| CP6715 BUHRDORF RM 1                        42.511 METERS 15957     |
 MN0559| MN0560 POTTER MUNICIPAL TANK               APPROX. 1.9 KM 1702230.0 |
 MN0559| CP6716 BUHRDORF RM 2                        43.852 METERS 20703     |
 MN0559|---------------------------------------------------------------------|
 MN0559
 MN0559                          SUPERSEDED SURVEY CONTROL
 MN0559
 MN0559  NAD 83(1993)-  41 14 09.51338(N)    103 19 17.76975(W) AD(       ) 3
 MN0559  NAD 83(1986)-  41 14 09.50753(N)    103 19 17.76987(W) AD(       ) 3
 MN0559  NAD 27      -  41 14 09.57640(N)    103 19 16.01460(W) AD(       ) 3
 MN0559  NGVD 29 (07/19/86) 1392.4    (m)         4568.     (f) VERT ANG       
 MN0559
 MN0559.Superseded values are not recommended for survey control.
 MN0559
 MN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0559.See file dsdata.pdf to determine how the superseded data were derived.
 MN0559
 MN0559_MARKER: DS = TRIANGULATION STATION DISK
 MN0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0559_STAMPING: BUHRDORF 1963
 MN0559_MARK LOGO: CGS
 MN0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0559+STABILITY: SURFACE MOTION
 MN0559
 MN0559  HISTORY     - Date     Condition        Report By
 MN0559  HISTORY     - 1963     MONUMENTED       CGS
 MN0559
 MN0559                          STATION DESCRIPTION
 MN0559
 MN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0559'THE STATION IS LOCATED ON A SMALL KNOLL IN PASTURE LAND ON THE
 MN0559'PROPERTY OF MR. ELMER BUHRDORF, WHICH IS ABOUT 1-1/3 MILES
 MN0559'NORTH AND 1/3 MILE WEST OF POTTER, ABOUT 1-1/2 MILES NORTH
 MN0559'OF U.S. HIGHWAY 30 AND 0.2 MILE WEST OF A NORTH-SOUTH PAVED ROAD.
 MN0559'
 MN0559'TO REACH THE STATION FROM THE DEPOT IN POTTER, GO NORTH ON
 MN0559'GRAVELED ROAD AND OIL ROAD FOR 1.0 MILE TO A FARM HOME ON THE
 MN0559'RIGHT, EAST SIDE OF THE ROAD AND THE AZIMUTH MARK ON THE RIGHT,
 MN0559'EAST SIDE OF THE ROAD AS DESCRIBED.  CONTINUE NORTH ON OIL ROAD
 MN0559'FOR 0.4 MILE TO A SIDE ROAD LEFT AND GATE ON THE LEFT.  PASS
 MN0559'THROUGH THE GATE AND STAY ON THE NORTH SIDE OF THE FENCE AND
 MN0559'DRIVE WESTERLY ACROSS PASTURE FOR 0.2 MILE TO THE TOP OF A
 MN0559'SMALL HILL AND THE STATION AS DESCRIBED.
 MN0559'
 MN0559'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0559'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 MN0559'BUHRDORF 1963.  IT IS 160 FEET NORTH OF AN EAST-WEST TRACK ROAD.
 MN0559'
 MN0559'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CIRCULAR
 MN0559'CONCRETE MONUMENT.  IT PROJECTS 5 INCHES AND IS STAMPED BUHRDORF
 MN0559'NO 1 1963.  IT IS 21 FEET NORTH OF AN EAST-WEST TRACK ROAD,
 MN0559'1.3 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH
 MN0559'OF AN EAST-WEST FENCE LINE.
 MN0559'
 MN0559'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CIRCULAR
 MN0559'CONCRETE MONUMENT.  IT PROJECTS 6 INCHES AND IS STAMPED BUHRDORF
 MN0559'NO 2 1963.  IT IS 21 FEET NORTH OF AN EAST-WEST TRACK ROAD
 MN0559'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MN0559'
 MN0559'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0559'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND IS STAMPED
 MN0559'BUHRDORF 1963.  IT IS 42 FEET EAST OF THE CENTER LINE OF A
 MN0559'PAVED ROAD, 38 FEET SOUTH OF THE CENTER OF A ROAD THAT LEADS
 MN0559'TO A FARM HOME, 2 FEET NORTH OF A NORTHWEST FENCE CORNER AND
 MN0559'1.2 FEET NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1011 ***********************************************************************
 LG1011  DESIGNATION -  BUNKERHILL
 LG1011  PID         -  LG1011
 LG1011  STATE/COUNTY-  NE/PAWNEE
 LG1011  COUNTRY     -  US
 LG1011  USGS QUAD   -  TABLE ROCK (2017)
 LG1011
 LG1011                         *CURRENT SURVEY CONTROL
 LG1011  ______________________________________________________________________
 LG1011* NAD 83(1995) POSITION- 40 14 46.28626(N) 096 05 06.66198(W)   ADJUSTED
 LG1011* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 LG1011  ______________________________________________________________________
 LG1011  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 LG1011  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 LG1011  HORZ ORDER      -  SECOND
 LG1011
 LG1011.The horizontal coordinates were established by classical geodetic methods
 LG1011.and adjusted by the National Geodetic Survey in August 1997.
 LG1011
 LG1011.The orthometric height was scaled from a topographic map.
 LG1011
 LG1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1011.GEOID18 height accuracy estimate available here.
 LG1011
 LG1011.Click photographs - Photos may exist for this station.
 LG1011
 LG1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1011
 LG1011. The following values were computed from the NAD 83(1995) position.
 LG1011
 LG1011;                    North         East     Units Scale Factor Converg.
 LG1011;SPC NE       -    53,380.280   832,949.735   MT  0.99989777   +2 35 39.6
 LG1011;SPC NE       -   175,131.80  2,732,769.26   sFT  0.99989777   +2 35 39.6
 LG1011;UTM  14      - 4,459,158.922   747,929.860   MT  1.00035675   +1 53 02.9
 LG1011
 LG1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1011!SPC NE       -   0.99994897  x   0.99989777  =   0.99984675
 LG1011!UTM  14      -   0.99994897  x   1.00035675  =   1.00030571
 LG1011
 LG1011:                Primary Azimuth Mark                     Grid Az
 LG1011:SPC NE       -  BUNKERHILL AZ MK                         182 30 34.7
 LG1011:UTM  14      -  BUNKERHILL AZ MK                         183 13 11.4
 LG1011
 LG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4792959158(NAD 83)
 LG1011
 LG1011|---------------------------------------------------------------------|
 LG1011| PID    Reference Object                     Distance      Geod. Az  |
 LG1011|                                                           dddmmss.s |
 LG1011| CL6964 BUNKERHILL RM 1                      17.405 METERS 02835     |
 LG1011| CL6965 BUNKERHILL RM 2                      17.930 METERS 13627     |
 LG1011| CL6963 BUNKERHILL AZ MK                                   1850614.3 |
 LG1011| LG1010 TABLE ROCK MUNICIPAL TANK           APPROX. 7.5 KM 1870226.6 |
 LG1011| LG1005 ST PETERS LUTHERAN CH SPIRE         APPROX. 8.2 KM 2774922.7 |
 LG1011| LG1004 ELK CREEK MUNICIPAL TANK            APPROX. 5.8 KM 3240341.2 |
 LG1011|---------------------------------------------------------------------|
 LG1011
 LG1011                          SUPERSEDED SURVEY CONTROL
 LG1011
 LG1011  NAD 83(1986)-  40 14 46.29378(N)    096 05 06.65867(W) AD(       ) 2
 LG1011  NAD 27      -  40 14 46.29200(N)    096 05 05.64800(W) AD(       ) 2
 LG1011
 LG1011.Superseded values are not recommended for survey control.
 LG1011
 LG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1011.See file dsdata.pdf to determine how the superseded data were derived.
 LG1011
 LG1011_MARKER: DS = TRIANGULATION STATION DISK
 LG1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1011_STAMPING: BUNKERHILL 1947
 LG1011_MARK LOGO: CGS
 LG1011_PROJECTION: FLUSH
 LG1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1011+STABILITY: SURFACE MOTION
 LG1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1011+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2008
 LG1011
 LG1011  HISTORY     - Date     Condition        Report By
 LG1011  HISTORY     - 1947     MONUMENTED       CGS
 LG1011  HISTORY     - 20080601 GOOD             INDIV
 LG1011
 LG1011                          STATION DESCRIPTION
 LG1011
 LG1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1011'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF TECUMSEH,
 LG1011'9.5 MILES NORTH-NORTHWEST OF TABLE ROCK, 2.5 MILE SOUTHEAST OF
 LG1011'ELK CREEK AND 1.5 MILE EAST OF THE NEMAHA RIVER ON THE EAST SIDE
 LG1011'OF THE BUNKERHILL DISTRICT SCHOOL.  IT IS 66 FEET SOUTHEAST OF
 LG1011'THE NORTHEAST CORNER OF THE SCHOOL AND 45 FEET EAST OF THE
 LG1011'SOUTHEAST CORNER OF THE SCHOOL HOUSE.  IT IS STAMPED BUNKERHILL
 LG1011'1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1011'
 LG1011'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 LG1011'HEDGE LINE.  IT IS STAMPED BUNKERHILL NO 1 1947 AND PROJECTS
 LG1011'4 INCHES.
 LG1011'
 LG1011'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 2 FEET NORTH
 LG1011'OF WHITE WITNESS POST, 6 FEET NORTHEAST OF NORTHEAST CORNER OF
 LG1011'SMALL HOUSE AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 LG1011'BUNKERHILL NO 2 1947 AND PROJECTS 4 INCHES.
 LG1011'
 LG1011'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 30
 LG1011'FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 30
 LG1011'FEET SOUTH OF THE CENTER OF DRIVEWAY, 2 FEET NORTH OF NORTHEAST
 LG1011'CORNER OF FENCE LINE, 10 FEET WEST-SOUTHWEST OF MAIL BOX AND 2
 LG1011'FEET NORTH-NORTHWEST OF WHITE WITNESS POST.  IT IS STAMPED
 LG1011'BUNKERHILL 1947 AND PROJECTS 6 INCHES.
 LG1011'
 LG1011'TO REACH THE STATION FROM THE POST OFFICE IN ELK CREEK, GO SOUTH
 LG1011'ABOUT 50 YARDS TO T-INTERSECTION, TURN LEFT AND GO 0.15 MILES TO
 LG1011'FORKS, CONTINUE STRAIGHT AHEAD ACROSS RAILROAD TRACKS FOR 0.45
 LG1011'MILE TO FORKS, BEAR LEFT AND CONTINUE FOR 2.7 MILES TO CROSSROADS,
 LG1011'TURN LEFT AND GO 0.95 MILE TO A T-ROAD LEFT ACROSS STEEL
 LG1011'BRIDGE OVER NEMAHA RIVER, TURN LEFT ACROSS RIVER FOR 1.0 MILE
 LG1011'TO T-INTERSECTION, TURN LEFT FOR ABOUT 100 FEET TO THE AZIMUTH
 LG1011'MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON SECTION LINE
 LG1011'ROAD FOR 0.4 MILE TO THE BUNKERHILL DISTRICT SCHOOL ON THE
 LG1011'RIGHT AND STATION ON THE EAST SIDE AS DESCRIBED.
 LG1011'
 LG1011'A 74 FOOT SIGNAL AT STATION WILLIAMSON IS VISIBLE AT 37 FEET.
 LG1011'
 LG1011'A 74 FOOT SIGNAL AT STATION STEINAUER IS VISIBLE AT 37 FEET
 LG1011'
 LG1011'A 74 FOOT SIGNAL AT STATION ELK CREEK IS VISIBLE AT 37 FEET
 LG1011'
 LG1011'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1011
 LG1011                          STATION RECOVERY (2008)
 LG1011
 LG1011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG1011'NO SCHOOL HOUSE OR ANY BUILDING REMAINS AT LOCATION.  MONUMENT LIES
 LG1011'40' WEST OF REMAINS OF FENCELINE NORTH/SOUTH.  POINT LIES 4 INCHES
 LG1011'BELOW SURFACE OF GROUND.
 LG1011'RM1 NOT RECOVERED AT THIS TIME.
 LG1011'RM2 FOUND AT SOUTH GATE POST OF OLD NORTH/SOUTH FENCELINE.
 LG1011'AZIMUTH MARK HAS BEEN DESTROYED.  PORTIONS OF CONCRETE CYLINDER
 LG1011'RECOVERED AT LOCATION OF AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0493 ***********************************************************************
 LJ0493  DESIGNATION -  BUNNING
 LJ0493  PID         -  LJ0493
 LJ0493  STATE/COUNTY-  NE/DUNDY
 LJ0493  COUNTRY     -  US
 LJ0493  USGS QUAD   -  MAX (2017)
 LJ0493
 LJ0493                         *CURRENT SURVEY CONTROL
 LJ0493  ______________________________________________________________________
 LJ0493* NAD 83(1995) POSITION- 40 00 42.12053(N) 101 27 14.44280(W)   ADJUSTED
 LJ0493* NAVD 88 ORTHO HEIGHT -  1003.    (meters)     3291.    (feet) SCALED
 LJ0493  ______________________________________________________________________
 LJ0493  GEOID HEIGHT    -        -23.442 (meters)                     GEOID18
 LJ0493  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 LJ0493  HORZ ORDER      -  FIRST
 LJ0493
 LJ0493.The horizontal coordinates were established by classical geodetic methods
 LJ0493.and adjusted by the National Geodetic Survey in August 1997.
 LJ0493
 LJ0493.The orthometric height was scaled from a topographic map.
 LJ0493
 LJ0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0493.GEOID18 height accuracy estimate available here.
 LJ0493
 LJ0493.Click photographs - Photos may exist for this station.
 LJ0493
 LJ0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0493
 LJ0493. The following values were computed from the NAD 83(1995) position.
 LJ0493
 LJ0493;                    North         East     Units Scale Factor Converg.
 LJ0493;SPC NE       -    20,849.197   375,864.016   MT  0.99999473   -0 57 48.8
 LJ0493;SPC NE       -    68,402.74  1,233,147.19   sFT  0.99999473   -0 57 48.8
 LJ0493;UTM  14      - 4,431,940.659   290,550.812   MT  1.00014008   -1 34 42.1
 LJ0493
 LJ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0493!SPC NE       -   0.99984629  x   0.99999473  =   0.99984103
 LJ0493!UTM  14      -   0.99984629  x   1.00014008  =   0.99998635
 LJ0493
 LJ0493:                Primary Azimuth Mark                     Grid Az
 LJ0493:SPC NE       -  BUNNING AZ MK                            084 02 48.8
 LJ0493:UTM  14      -  BUNNING AZ MK                            084 39 42.1
 LJ0493
 LJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK9055031940(NAD 83)
 LJ0493
 LJ0493|---------------------------------------------------------------------|
 LJ0493| PID    Reference Object                     Distance      Geod. Az  |
 LJ0493|                                                           dddmmss.s |
 LJ0493| CP6722 BUNNING RM 1                         70.198 METERS 01615     |
 LJ0493| CP6721 BUNNING AZ MK                                      0830500.0 |
 LJ0493| CP6723 BUNNING RM 2                         79.001 METERS 13829     |
 LJ0493| LJ0499 BENKELMAN MUNICIPAL STANDPIPE       APPROX. 8.5 KM 2994949.4 |
 LJ0493|---------------------------------------------------------------------|
 LJ0493
 LJ0493                          SUPERSEDED SURVEY CONTROL
 LJ0493
 LJ0493  NAD 83(1986)-  40 00 42.12029(N)    101 27 14.44466(W) AD(       ) 1
 LJ0493  NAD 27      -  40 00 42.13400(N)    101 27 12.85400(W) AD(       ) 1
 LJ0493
 LJ0493.Superseded values are not recommended for survey control.
 LJ0493
 LJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0493.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0493
 LJ0493_MARKER: DS = TRIANGULATION STATION DISK
 LJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0493_STAMPING: BUNNING 1935
 LJ0493_MARK LOGO: CGS
 LJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0493+STABILITY: SURFACE MOTION
 LJ0493
 LJ0493  HISTORY     - Date     Condition        Report By
 LJ0493  HISTORY     - 1935     MONUMENTED       CGS
 LJ0493  HISTORY     - 1951     GOOD             CGS
 LJ0493
 LJ0493                          STATION DESCRIPTION
 LJ0493
 LJ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0493'STATION IS ABOUT 4 MILES EAST AND 2-1/2 MILES SOUTH OF BENKELMAN,
 LJ0493'NEAR THE CENTER OF THE WEST HALF OF SEC. 36, T. 1 N., R. 37 W.,
 LJ0493'ABOUT 1 MILE SOUTH OF THE FRED BUNNING FARM HOME, ON THE
 LJ0493'WESTERN END OF A HIGH EAST-AND-WEST RIDGE WHICH BLUFFS OFF
 LJ0493'ABOUT 30 FEET WEST OF THE STATION, AND 118 FEET WEST OF A
 LJ0493'NORTH-AND-SOUTH FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 LJ0493'
 LJ0493'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE
 LJ0493'STATION, 1-1/2 FEET WEST OF THE FENCE, AND PROJECTS 4 INCHES.
 LJ0493'
 LJ0493'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION,
 LJ0493'4 FEET WEST OF THE FENCE, AND PROJECTS 6 INCHES.
 LJ0493'
 LJ0493'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE
 LJ0493'STATION, 50 FEET NORTH OF THE CENTER OF THE FARM ROAD, 3 FEET
 LJ0493'NORTH OF THE FENCE, AND PROJECTS 5 INCHES.
 LJ0493'
 LJ0493'THE STATION IS REACHED FROM BENKELMAN BY GOING EAST FROM THE
 LJ0493'NORTHWEST CORNER OF THE FAIR GROUNDS 4.0 MILES TO THE RICKARD
 LJ0493'SCHOOL.  AT A POINT ABOUT 100 YARDS EAST OF THE SCHOOL LEAVE
 LJ0493'THE GRADE, TURN RIGHT AND DRIVE SOUTH UP THE CANYON ON A TRAIL
 LJ0493'1.5 MILES TO THE BUNNING FARM, PASS THROUGH THE LOT AND CONTINUE
 LJ0493'SOUTHERLY UP THE DRAW 0.9 MILE TO THE TOP OF THE RIDGE, LEAVE
 LJ0493'THE TRAIL AND DRIVE WESTERLY ALONG THE TOP OF THE RIDGE 0.5
 LJ0493'MILE TO THE STATION.
 LJ0493'
 LJ0493'A 12-FOOT STAND CLEARED ALL LINES.
 LJ0493
 LJ0493                          STATION RECOVERY (1951)
 LJ0493
 LJ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0493'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LJ0493'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 LJ0493'
 LJ0493'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0493'
 LJ0493'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 2.5 MILES SOUTH
 LJ0493'OF BENKELMAN AND 1 MILE SOUTH OF FRED BUNNINGS HOME, NEAR THE
 LJ0493'WEST EDGE OF A HIGH EAST-WEST RIDGE AND 126 FEET WEST OF A
 LJ0493'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BUNNING 1935 AND PROJECTS
 LJ0493'
 LJ0493'REFERENCE MARK NO. 1 IS 1.5 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0493'LINE.  IT IS STAMPED BUNNING NO 1 1935 AND PROJECTS 5 INCHES.
 LJ0493'
 LJ0493'REFERENCE MARK NO. 2 IS 4.0 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0493'LINE.  IT IS STAMPED BUNNING NO 2 1935 AND PROJECTS 8 INCHES.
 LJ0493'
 LJ0493'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0493'NO. 2 IS 428.8 FEET.
 LJ0493'
 LJ0493'THE AZIMUTH MARK IS 355 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0493'LINE AND 75 FEET NORTH OF A DIM EAST-WEST FARM ROAD.  IT IS
 LJ0493'A STANDARD REFERENCE MARK DISK AND IS STAMPED BUNNING AZIMUTH 1935.
 LJ0493'IT PROJECTS 6 INCHES.
 LJ0493'
 LJ0493'TO REACH THE STATION FROM THE POST OFFICE IN BENKELMAN, GO
 LJ0493'SOUTH ON THE MAIN STREET FOR 0.05 MILE TO A T ROAD LEFT, TURN
 LJ0493'LEFT AND GO EAST ACROSS THE RAILROAD TRACKS FOR 0.05 MILE TO A
 LJ0493'T ROAD RIGHT, CONTINUE EAST ON A DIRT ROAD FOR 0.5 MILE TO
 LJ0493'THE REPUBLICAN RIVER, CROSS THE RIVER BRIDGE AND FOLLOW A DIRT
 LJ0493'ROAD EAST AND SOUTH ALONG THE RIVER FOR 1.0 MILE TO WHERE THE ROAD
 LJ0493'TURNS EAST, TURN LEFT AND GO EAST ON A DIRT ROAD FOR 3.7
 LJ0493'MILES TO A SCHOOLHOUSE ON THE RIGHT, CONTINUE EAST FOR 0.05
 LJ0493'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A TRACK
 LJ0493'ROAD FOR 1.6 MILES TO THE BUNNING FARM HOME, CONTINUE
 LJ0493'SOUTH ACROSS LOT TO A GATE, PASS THROUGH GATE AND GO
 LJ0493'SOUTH ON A TRACK ROAD FOR 0.5 MILE TO A CATTLE GUARD,
 LJ0493'CONTINUE SOUTH UP DRAW FOR 0.45 MILE TO THE TOP OF THE RIDGE
 LJ0493'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT
 LJ0493'AND GO WEST FOR 0.4 MILE TO A NORTH-SOUTH FENCE AND THE STATION
 LJ0493'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1020 ***********************************************************************
 LG1020  DESIGNATION -  BURCHARD
 LG1020  PID         -  LG1020
 LG1020  STATE/COUNTY-  NE/PAWNEE
 LG1020  COUNTRY     -  US
 LG1020  USGS QUAD   -  BURCHARD (2017)
 LG1020
 LG1020                         *CURRENT SURVEY CONTROL
 LG1020  ______________________________________________________________________
 LG1020* NAD 83(1995) POSITION- 40 11 24.42586(N) 096 20 59.92728(W)   ADJUSTED
 LG1020* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 LG1020  ______________________________________________________________________
 LG1020  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 LG1020  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC18
 LG1020  HORZ ORDER      -  FIRST
 LG1020
 LG1020.The horizontal coordinates were established by classical geodetic methods
 LG1020.and adjusted by the National Geodetic Survey in August 1997.
 LG1020
 LG1020.The orthometric height was scaled from a topographic map.
 LG1020
 LG1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1020.GEOID18 height accuracy estimate available here.
 LG1020
 LG1020.Click photographs - Photos may exist for this station.
 LG1020
 LG1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1020
 LG1020. The following values were computed from the NAD 83(1995) position.
 LG1020
 LG1020;                    North         East     Units Scale Factor Converg.
 LG1020;SPC NE       -    46,174.932   810,705.822   MT  0.99991947   +2 25 07.9
 LG1020;SPC NE       -   151,492.26  2,659,790.68   sFT  0.99991947   +2 25 07.9
 LG1020;UTM  14      - 4,452,226.778   725,589.941   MT  1.00022651   +1 42 39.0
 LG1020
 LG1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1020!SPC NE       -   0.99993423  x   0.99991947  =   0.99985370
 LG1020!UTM  14      -   0.99993423  x   1.00022651  =   1.00016072
 LG1020
 LG1020:                Primary Azimuth Mark                     Grid Az
 LG1020:SPC NE       -  BURCHARD 2 AZ MK                         087 08 11.0
 LG1020:UTM  14      -  BURCHARD 2 AZ MK                         087 50 39.9
 LG1020
 LG1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2558952226(NAD 83)
 LG1020
 LG1020|---------------------------------------------------------------------|
 LG1020| PID    Reference Object                     Distance      Geod. Az  |
 LG1020|                                                           dddmmss.s |
 LG1020| LG1022 BURCHARD 2                           27.391 METERS 01447     |
 LG1020| CL6972 BURCHARD RM 1                        22.773 METERS 03147     |
 LG1020| LG1019 SALEM EVANGELICAL REFORM CH         APPROX. 8.6 KM 0690735.1 |
 LG1020| LG1017 STEINAUER MUNICIPAL TANK            APPROX.10.5 KM 0781742.4 |
 LG1020| LG1021 BURCHARD 2 AZ MK                    APPROX. 0.6 KM 0893318.9 |
 LG1020| CL6971 BURCHARD AZ MK                                     0922317.9 |
 LG1020| CL6974 BURCHARD RM 3                        11.247 METERS 11423     |
 LG1020| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX.18.6 KM 1160625.9 |
 LG1020| CL6973 BURCHARD RM 2                        16.724 METERS 11724     |
 LG1020| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX. 4.2 KM 1772605.5 |
 LG1020| LG1026 LIBERTY MUNICIPAL TANK              APPROX.15.8 KM 2245942.3 |
 LG1020|---------------------------------------------------------------------|
 LG1020
 LG1020                          SUPERSEDED SURVEY CONTROL
 LG1020
 LG1020  NAD 83(1986)-  40 11 24.43332(N)    096 20 59.92331(W) AD(       ) 1
 LG1020  NAD 27      -  40 11 24.43300(N)    096 20 58.87100(W) AD(       ) 1
 LG1020
 LG1020.Superseded values are not recommended for survey control.
 LG1020
 LG1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1020.See file dsdata.pdf to determine how the superseded data were derived.
 LG1020
 LG1020_MARKER: DS = TRIANGULATION STATION DISK
 LG1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1020_STAMPING: BURCHARD 1947
 LG1020_MARK LOGO: CGS
 LG1020_PROJECTION: FLUSH
 LG1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1020+STABILITY: SURFACE MOTION
 LG1020
 LG1020  HISTORY     - Date     Condition        Report By
 LG1020  HISTORY     - 1947     MONUMENTED       CGS
 LG1020  HISTORY     - 1957     GOOD             CGS
 LG1020  HISTORY     - 1958     GOOD             CGS
 LG1020  HISTORY     - 1966     GOOD             CGS
 LG1020  HISTORY     - 19950412 GOOD             NGS
 LG1020
 LG1020                          STATION DESCRIPTION
 LG1020
 LG1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1020'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF BURCHARD IN THE
 LG1020'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROUTES 4 AND 65 AND
 LG1020'EAST-WEST CROSS ROAD.  IT IS 81 FEET EAST OF THE CENTER OF STATE
 LG1020'ROUTE NO 4, 51 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD
 LG1020'DIVIDING Y FORMED BY THE JUNCTION AND 25 FEET NORTH OF WHITE
 LG1020'WITNESS POST.  IT IS STAMPED BURCHARD 1947 AND SET FLUSH WITH
 LG1020'THE GROUND SURFACE.
 LG1020'
 LG1020'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 45 FEET SOUTHWEST
 LG1020'OF THE CENTER OF THE NORTHEAST ROAD FORMING Y BY THE JUNCTION
 LG1020'OF STATE ROUTES 4 AND 65.  IT IS STAMPED BURCHARD NO 1 1947
 LG1020'AND SET FLUSH WITH THE GROUND SURFACE.
 LG1020'
 LG1020'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 25 FEET
 LG1020'NORTH OF THE CENTER OF THE EAST-WEST ROAD DIVIDING Y.  IT IS
 LG1020'STAMPED BURCHARD NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1020'
 LG1020'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 35
 LG1020'FEET SOUTH OF THE CENTER OF STATE ROUTE 65, 2 FEET WEST OF WHITE
 LG1020'WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 LG1020'STAMPED BURCHARD 1947 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 LG1020'STATION, GO EAST ON STATE ROUTE 65 FOR 0.4 MILE TO THE MARK
 LG1020'ON THE RIGHT AS DESCRIBED.
 LG1020'
 LG1020'TO REACH THE STATION FROM BURCHARD, GO NORTH ON STATE ROUTE NO 4
 LG1020'FOR 3.0 MILES TO THE JUNCTION WITH STATE ROUTE 65 AND STATION
 LG1020'AS DESCRIBED IN NORTHEAST ANGLE.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION VESTA IS V.G.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION STEINAUER IS V.G.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION WILLIAMSON IS V.G.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION MACH IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION SUMMERFIELD IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 50 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION BLOODY IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION VIRGINIA IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1020
 LG1020                          STATION RECOVERY (1957)
 LG1020
 LG1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG1020'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1020'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 LG1020'TORN OUT OF THE GROUND.  THE STATION MARK WAS FOUND FLUSH WITH
 LG1020'THE GROUND AND 15 FEET NORTH OF A POWER POLE.  REFERENCE MARK
 LG1020'NO. 3 WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LG1020'A SHORT DESCRIPTION OF THE NEW REFERENCE MARK FOLLOWS-
 LG1020'
 LG1020'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION, 34 FEET
 LG1020'NORTH OF THE CENTER OF EAST-WEST ROAD, AND 28 FEET EAST OF A
 LG1020'POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG1020'BURCHARD NO 3 1947.
 LG1020
 LG1020                          STATION RECOVERY (1958)
 LG1020
 LG1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1020'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG1020'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 LG1020'SEARCHED FOR BUT WAS NOT RECOVERED.  THE DISTANCE TO R.M. 1 WAS
 LG1020'FOUND TO BE THE SAME AS STATED IN THE ORIGINAL DESCRIPTION OF
 LG1020'1947.
 LG1020'
 LG1020'AN INSTRUMENT SET-UP WAS NOT MADE AT THIS STATION AT THIS
 LG1020'TIME.  THE DESCRIPTION OF 1947 IS ADEQUATE.
 LG1020
 LG1020                          STATION RECOVERY (1966)
 LG1020
 LG1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1020'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AND
 LG1020'FOUND IN GOOD CONDITION.  R.M. NO. 3 HAD BEEN DESTROYED BY
 LG1020'HIGHWAY CONSTRUCTION.  THE STATION AND AZIMUTH MARKS WERE IN
 LG1020'THE WAY OF HIGHWAY CONSTRUCTION SO A NEW STATION WAS ESTABLISHED.
 LG1020'FOR DETAILS SEE DESCRIPTION FOR BURCHARD 2 1966.
 LG1020'
 LG1020'THE ANGLE BETWEEN THE AZIMUTH MARK AND BURCHARD MUNI. STANDPIPE
 LG1020'FAILED TO CHECK BY 38.5 SECONDS.  THERE WAS NO INDICATION THAT
 LG1020'EITHER THE STATION OR THE AZIMUTH MARK HAD BEEN DISTURBED.
 LG1020'
 LG1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 LG1020'BURCHARD.
 LG1020
 LG1020                          STATION RECOVERY (1995)
 LG1020
 LG1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG1020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1022 ***********************************************************************
 LG1022  DESIGNATION -  BURCHARD 2
 LG1022  PID         -  LG1022
 LG1022  STATE/COUNTY-  NE/PAWNEE
 LG1022  COUNTRY     -  US
 LG1022  USGS QUAD   -  BURCHARD (2017)
 LG1022
 LG1022                         *CURRENT SURVEY CONTROL
 LG1022  ______________________________________________________________________
 LG1022* NAD 83(1995) POSITION- 40 11 25.28451(N) 096 20 59.63178(W)   NO CHECK
 LG1022* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 LG1022  ______________________________________________________________________
 LG1022  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 LG1022  LAPLACE CORR    -         -6.85  (seconds)                    DEFLEC18
 LG1022  HORZ ORDER      -  SECOND
 LG1022
 LG1022.The horizontal coordinates were established by classical geodetic methods
 LG1022.and adjusted by the National Geodetic Survey in August 1997.
 LG1022
 LG1022.No horizontal observational check was made to the station.
 LG1022
 LG1022.The orthometric height was scaled from a topographic map.
 LG1022
 LG1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1022.GEOID18 height accuracy estimate available here.
 LG1022
 LG1022.Click photographs - Photos may exist for this station.
 LG1022
 LG1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1022
 LG1022. The following values were computed from the NAD 83(1995) position.
 LG1022
 LG1022;                    North         East     Units Scale Factor Converg.
 LG1022;SPC NE       -    46,201.686   810,711.688   MT  0.99991938   +2 25 08.1
 LG1022;SPC NE       -   151,580.03  2,659,809.93   sFT  0.99991938   +2 25 08.1
 LG1022;UTM  14      - 4,452,253.465   725,596.139   MT  1.00022655   +1 42 39.3
 LG1022
 LG1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1022!SPC NE       -   0.99993423  x   0.99991938  =   0.99985361
 LG1022!UTM  14      -   0.99993423  x   1.00022655  =   1.00016076
 LG1022
 LG1022:                Primary Azimuth Mark                     Grid Az
 LG1022:SPC NE       -  BURCHARD 2 AZ MK                         089 31 57.3
 LG1022:UTM  14      -  BURCHARD 2 AZ MK                         090 14 26.1
 LG1022
 LG1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2559652253(NAD 83)
 LG1022
 LG1022|---------------------------------------------------------------------|
 LG1022| PID    Reference Object                     Distance      Geod. Az  |
 LG1022|                                                           dddmmss.s |
 LG1022| CL6975 BURCHARD 2 RM 4                      22.437 METERS 02031     |
 LG1022| LG1019 SALEM EVANGELICAL REFORM CH         APPROX. 8.6 KM 0691630.0 |
 LG1022| LG1017 STEINAUER MUNICIPAL TANK            APPROX.10.5 KM 0782544.3 |
 LG1022| LG1021 BURCHARD 2 AZ MK                    APPROX. 0.6 KM 0915705.4 |
 LG1022| CL6971 BURCHARD AZ MK                                     0944443.0 |
 LG1022| CL6972 BURCHARD RM 1                         8.716 METERS 14458     |
 LG1022| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX. 4.2 KM 1773245.0 |
 LG1022| LG1020 BURCHARD                             27.391 METERS 19447     |
 LG1022|---------------------------------------------------------------------|
 LG1022
 LG1022                          SUPERSEDED SURVEY CONTROL
 LG1022
 LG1022  NAD 83(1986)-  40 11 25.29217(N)    096 20 59.62774(W) AD(       ) 2
 LG1022  NAD 27      -  40 11 25.29156(N)    096 20 58.57548(W) AD(       ) 2
 LG1022
 LG1022.Superseded values are not recommended for survey control.
 LG1022
 LG1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1022.See file dsdata.pdf to determine how the superseded data were derived.
 LG1022
 LG1022_MARKER: DS = TRIANGULATION STATION DISK
 LG1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1022_STAMPING: BURCHARD 2 1966
 LG1022_MARK LOGO: CGS
 LG1022_PROJECTION: FLUSH
 LG1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1022+STABILITY: SURFACE MOTION
 LG1022
 LG1022  HISTORY     - Date     Condition        Report By
 LG1022  HISTORY     - 1966     MONUMENTED       CGS
 LG1022  HISTORY     - 1974     GOOD             NGS
 LG1022
 LG1022                          STATION DESCRIPTION
 LG1022
 LG1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1022'THE STATION IS ABOUT 3 MILES NORTH OF BURCHARD AND IS IN THE
 LG1022'NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 65.
 LG1022'
 LG1022'TO REACH THE STATION FROM BURCHARD, GO NORTH ON STATE HIGHWAY 4
 LG1022'FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 65 AND STATION ON
 LG1022'RIGHT.
 LG1022'
 LG1022'THE STATION IS 138 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LG1022'65, 103.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4 AND 1.5
 LG1022'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH
 LG1022'THE GROUND AND THE DISK IS STAMPED BURCHARD 2 1966.
 LG1022'
 LG1022'R.M. NO. 1 IS 120 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4,
 LG1022'115 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 65 AND 1 FOOT
 LG1022'WEST OF A WOODEN WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LG1022'IS STAMPED BURCHARD NO 1 1947.  THIS MARK WAS USED FOR A REFERENCE
 LG1022'TO THE ORIGINAL STATION SO THE ARROW DOES NOT POINT TOWARD THE
 LG1022'STATION.
 LG1022'
 LG1022'R.M. NO. 4 IS 129.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LG1022'4 AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE
 LG1022'DISK IS STAMPED BURCHARD 2 NO 4 1966.
 LG1022'
 LG1022'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 79 FEET
 LG1022'NORTH OF THE CENTERLINE OF STATE HIGHWAY 65 AND 1.5 FEET WEST
 LG1022'OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LG1022'DISK IS STAMPED BURCHARD 2 1966.
 LG1022'
 LG1022'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 4 IS 92.83 FEET
 LG1022'28.294 METERS.  THE DIFFERENCE IN ELEVATION FROM BURCHARD 1947
 LG1022'TO BURCHARD 2 1966 IS - 1.200 FEET.
 LG1022
 LG1022                          STATION RECOVERY (1974)
 LG1022
 LG1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG1022'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 4 AND THE
 LG1022'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LG1022'DESCRIBED IN 1966.  THE 1966 DESCRIPTION IS ADEQUATE FOR RECOVERY
 LG1022'OF THE MARKS.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LG1022'WERE NOT CHECKED THIS DATE.  THIS STATION WAS OCCUPIED THIS
 LG1022'DATE FOR ADDITIONAL DIRECTION MEASUREMENTS TO INTERSECTION
 LG1022'STATIONS, ALSO THE DISTANCE TO THE AZIMUTH MARK FROM THE
 LG1022'STATION MARK WAS MEASURED WITH AN EDMI.
 LG1022'
 LG1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NORTH
 LG1022'OF BURCHARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1021 ***********************************************************************
 LG1021  DESIGNATION -  BURCHARD 2 AZ MK
 LG1021  PID         -  LG1021
 LG1021  STATE/COUNTY-  NE/PAWNEE
 LG1021  COUNTRY     -  US
 LG1021  USGS QUAD   -  BURCHARD (2017)
 LG1021
 LG1021                         *CURRENT SURVEY CONTROL
 LG1021  ______________________________________________________________________
 LG1021* NAD 83(1995) POSITION- 40 11 24.58574(N) 096 20 32.92352(W)   NO CHECK
 LG1021* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 LG1021  ______________________________________________________________________
 LG1021  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 LG1021  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 LG1021  HORZ ORDER      -  THIRD
 LG1021
 LG1021.The horizontal coordinates were established by classical geodetic methods
 LG1021.and adjusted by the National Geodetic Survey in August 1997.
 LG1021
 LG1021.No horizontal observational check was made to the station.
 LG1021
 LG1021.The orthometric height was scaled from a topographic map.
 LG1021
 LG1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1021.GEOID18 height accuracy estimate available here.
 LG1021
 LG1021.Click photographs - Photos may exist for this station.
 LG1021
 LG1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1021
 LG1021. The following values were computed from the NAD 83(1995) position.
 LG1021
 LG1021;                    North         East     Units Scale Factor Converg.
 LG1021;SPC NE       -    46,206.843   811,343.755   MT  0.99991945   +2 25 25.8
 LG1021;SPC NE       -   151,596.95  2,661,883.64   sFT  0.99991945   +2 25 25.8
 LG1021;UTM  14      - 4,452,250.810   726,228.417   MT  1.00023007   +1 42 56.5
 LG1021
 LG1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1021!SPC NE       -   0.99993549  x   0.99991945  =   0.99985494
 LG1021!UTM  14      -   0.99993549  x   1.00023007  =   1.00016554
 LG1021
 LG1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2622852250(NAD 83)
 LG1021
 LG1021                          SUPERSEDED SURVEY CONTROL
 LG1021
 LG1021  NAD 83(1986)-  40 11 24.59331(N)    096 20 32.91948(W) AD(       ) 3
 LG1021  NAD 27      -  40 11 24.59169(N)    096 20 31.86811(W) AD(       ) 3
 LG1021
 LG1021.Superseded values are not recommended for survey control.
 LG1021
 LG1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1021.See file dsdata.pdf to determine how the superseded data were derived.
 LG1021
 LG1021_MARKER: DZ = AZIMUTH MARK DISK
 LG1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1021_STAMPING: BUCHARD 2 1966
 LG1021_MARK LOGO: CGS
 LG1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1021+STABILITY: SURFACE MOTION
 LG1021
 LG1021  HISTORY     - Date     Condition        Report By
 LG1021  HISTORY     - 1966     MONUMENTED       CGS
 LG1021
 LG1021                          STATION DESCRIPTION
 LG1021
 LG1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1021'THE STATION BURCHARD 2 IS ABOUT 3 MILES NORTH OF BURCHARD AND IS IN
 LG1021'THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 65.
 LG1021'
 LG1021'TO REACH THE STATION BURCHARD 2 FROM BURCHARD, GO NORTH ON STATE
 LG1021'HIGHWAY 4 FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 65 AND
 LG1021'STATION ON RIGHT.
 LG1021'
 LG1021'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 79
 LG1021'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 65 AND 1.5 FEET
 LG1021'WEST OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LG1021'DISK IS STAMPED BURCHARD 2 1966.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1018 ***********************************************************************
 LG1018  DESIGNATION -  BURCHARD MUNICIPAL STANDPIPE
 LG1018  PID         -  LG1018
 LG1018  STATE/COUNTY-  NE/PAWNEE
 LG1018  COUNTRY     -  US
 LG1018  USGS QUAD   -  BURCHARD (2017)
 LG1018
 LG1018                         *CURRENT SURVEY CONTROL
 LG1018  ______________________________________________________________________
 LG1018* NAD 83(1995) POSITION- 40 09 08.59449(N) 096 20 51.99697(W)   ADJUSTED
 LG1018  ______________________________________________________________________
 LG1018  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 LG1018  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 LG1018  HORZ ORDER      -  THIRD
 LG1018
 LG1018.The horizontal coordinates were established by classical geodetic methods
 LG1018.and adjusted by the National Geodetic Survey in August 1997.
 LG1018
 LG1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1018.GEOID18 height accuracy estimate available here.
 LG1018
 LG1018.Click photographs - Photos may exist for this station.
 LG1018
 LG1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1018
 LG1018. The following values were computed from the NAD 83(1995) position.
 LG1018
 LG1018;                    North         East     Units Scale Factor Converg.
 LG1018;SPC NE       -    41,997.329   811,070.141   MT  0.99993460   +2 25 13.1
 LG1018;SPC NE       -   137,786.24  2,660,985.95   sFT  0.99993460   +2 25 13.1
 LG1018;UTM  14      - 4,448,043.732   725,902.654   MT  1.00022826   +1 42 39.4
 LG1018
 LG1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2590248043(NAD 83)
 LG1018
 LG1018                          SUPERSEDED SURVEY CONTROL
 LG1018
 LG1018  NAD 83(1986)-  40 09 08.60127(N)    096 20 51.99243(W) AD(       ) 3
 LG1018  NAD 27      -  40 09 08.59500(N)    096 20 50.95000(W) AD(       ) 3
 LG1018
 LG1018.Superseded values are not recommended for survey control.
 LG1018
 LG1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1018.See file dsdata.pdf to determine how the superseded data were derived.
 LG1018
 LG1018_MARKER: 52 = STANDPIPE TANK
 LG1018
 LG1018  HISTORY     - Date     Condition        Report By
 LG1018  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1018  HISTORY     - 1958     GOOD             CGS
 LG1018
 LG1018                          STATION DESCRIPTION
 LG1018
 LG1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1018'THE STANDPIPE IS LOCATED AT THE NORTHEAST EDGE OF TOWN.  IT IS
 LG1018'A ROUND STEEL STRUCTURE ABOUT 15 FEET IN DIAMETER AND 105 FEET IN
 LG1018'HEIGHT.  IT IS 65 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 LG1018'ROAD AND 100 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 LG1018'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1018
 LG1018                          STATION RECOVERY (1958)
 LG1018
 LG1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1018'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1018'ORIGINAL DESCRIPTION OF 1947 IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0769 ***********************************************************************
 LF0769  DESIGNATION -  BURK
 LF0769  PID         -  LF0769
 LF0769  STATE/COUNTY-  NE/RICHARDSON
 LF0769  COUNTRY     -  US
 LF0769  USGS QUAD   -  DAWSON (2017)
 LF0769
 LF0769                         *CURRENT SURVEY CONTROL
 LF0769  ______________________________________________________________________
 LF0769* NAD 83(1995) POSITION- 40 08 44.47565(N) 095 47 16.54499(W)   ADJUSTED
 LF0769* NAVD 88 ORTHO HEIGHT -   344.220 (meters)     1129.33  (feet) ADJUSTED
 LF0769  ______________________________________________________________________
 LF0769  GEOID HEIGHT    -        -29.974 (meters)                     GEOID18
 LF0769  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 LF0769  DYNAMIC HEIGHT  -        344.026 (meters)     1128.69  (feet) COMP
 LF0769  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 LF0769
 LF0769  HORZ ORDER      -  FIRST
 LF0769  VERT ORDER      -  SECOND    CLASS 0
 LF0769
 LF0769.The horizontal coordinates were established by classical geodetic methods
 LF0769.and adjusted by the National Geodetic Survey in August 1997.
 LF0769
 LF0769.The orthometric height was determined by differential leveling and
 LF0769.adjusted by the NATIONAL GEODETIC SURVEY
 LF0769.in June 1991.
 LF0769
 LF0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0769.GEOID18 height accuracy estimate available here.
 LF0769
 LF0769.Click photographs - Photos may exist for this station.
 LF0769
 LF0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0769
 LF0769.The dynamic height is computed by dividing the NAVD 88
 LF0769.geopotential number by the normal gravity value computed on the
 LF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0769.degrees latitude (g = 980.6199 gals.).
 LF0769
 LF0769.The modeled gravity was interpolated from observed gravity values.
 LF0769
 LF0769. The following values were computed from the NAD 83(1995) position.
 LF0769
 LF0769;                    North         East     Units Scale Factor Converg.
 LF0769;SPC NE       -    43,422.905   858,754.959   MT  0.99993733   +2 47 28.8
 LF0769;SPC NE       -   142,463.31  2,817,431.89   sFT  0.99993733   +2 47 28.8
 LF0769;UTM  15      - 4,447,654.121   262,513.734   MT  1.00029435   -1 47 53.9
 LF0769
 LF0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0769!SPC NE       -   0.99995070  x   0.99993733  =   0.99988804
 LF0769!UTM  15      -   0.99995070  x   1.00029435  =   1.00024504
 LF0769
 LF0769:                Primary Azimuth Mark                     Grid Az
 LF0769:SPC NE       -  BURK AZ MK                               089 15 36.5
 LF0769:UTM  15      -  BURK AZ MK                               093 50 59.2
 LF0769
 LF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6251347654(NAD 83)
 LF0769
 LF0769|---------------------------------------------------------------------|
 LF0769| PID    Reference Object                     Distance      Geod. Az  |
 LF0769|                                                           dddmmss.s |
 LF0769| LF1377 SHUBERT MUNICIPAL TANK              APPROX.13.7 KM 0405652.4 |
 LF0769| LF0775 BURK AZ MK                                         0920305.3 |
 LF0769| LF0771 BURK RM 1                            43.919 METERS 09309     |
 LF0769| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX.18.8 KM 1190155.0 |
 LF0769| KE1267 MORRILL MUNICIPAL TANK              APPROX.24.9 KM 1615000.4 |
 LF0769| LF1379 DAWSON MUNICIPAL TANK               APPROX. 3.8 KM 2542237.5 |
 LF0769| LF0772 BURK RM 2                            38.249 METERS 27044     |
 LF0769| LF0770 BURK 2                               14.571 METERS 32705     |
 LF0769| LF1381 BURK RM 3                             4.622 METERS 34521     |
 LF0769|---------------------------------------------------------------------|
 LF0769
 LF0769                          SUPERSEDED SURVEY CONTROL
 LF0769
 LF0769  NAD 83(1986)-  40 08 44.48324(N)    095 47 16.54075(W) AD(       ) 1
 LF0769  NAD 27      -  40 08 44.47600(N)    095 47 15.57300(W) AD(       ) 1
 LF0769  NGVD 29 (??/??/92)  344.133  (m)         1129.04   (f) ADJ UNCH    2 0
 LF0769  NGVD 29             344.58   (m)         1130.5    (f) LEVELING    3  
 LF0769
 LF0769.Superseded values are not recommended for survey control.
 LF0769
 LF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0769.See file dsdata.pdf to determine how the superseded data were derived.
 LF0769
 LF0769_MARKER: DS = TRIANGULATION STATION DISK
 LF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0769_STAMPING: BURK 1934
 LF0769_MARK LOGO: CGS
 LF0769_PROJECTION: RECESSED 30 CENTIMETERS
 LF0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0769+STABILITY: SURFACE MOTION
 LF0769
 LF0769  HISTORY     - Date     Condition        Report By
 LF0769  HISTORY     - 1934     MONUMENTED       CGS
 LF0769  HISTORY     - 1934     GOOD             CGS
 LF0769  HISTORY     - 1945     GOOD             CGS
 LF0769  HISTORY     - 1947     GOOD             CGS
 LF0769  HISTORY     - 1947     GOOD             CGS
 LF0769  HISTORY     - 1975     GOOD             NGS
 LF0769  HISTORY     - 1975     GOOD             NGS
 LF0769  HISTORY     - 1981     GOOD             LOCSUR
 LF0769
 LF0769                          STATION DESCRIPTION
 LF0769
 LF0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0769'STATION IS LOCATED ABOUT 3 MILES N AND E OF DAWSON, 20 MILES
 LF0769'S AND E OF AUBURN, IN THE S EDGE OF THE SE 1/4 SEC. 12, T. 2 N.,
 LF0769'R. 14 E., ON PROPERTY OWNED BY JOHN BURK WHO LIVES 100 YARDS NE
 LF0769'OF STATION.  MARK IS SET IN THE SE CORNER OF UNCULTIVATED
 LF0769'FIELD, 9.5 FEET W OF N-S FENCE LINE WHICH DIVIDES PASTURE FROM
 LF0769'POTATO PATCH, 9 FEET N OF WIRE AND THORN HEDGE WHICH SEPARATES
 LF0769'PASTURE FROM STATE HIGHWAY 4.  MARK IS 12 INCHES BELOW
 LF0769'SURFACE OF GROUND.
 LF0769'
 LF0769'TO REACH FROM DAWSON, GO N ON U.S. HIGHWAY 75 ONE MILE, THENCE
 LF0769'E ON STATE HIGHWAY 4 (U.S. HIGHWAY 73) 2.3 MILES TO THE BURK HOUSE
 LF0769'AND STATION.
 LF0769'
 LF0769'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF0769'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF0769'
 LF0769'REFERENCE MARK 1 IS 43.920 METERS (144.09 FEET) E OF STATION, 3
 LF0769'FEET N OF HEDGE FENCE, AND 62 FEET W OF DRIVEWAY TO THE BURK
 LF0769'HOUSE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 LF0769'POST FLUSH WITH THE GROUND.
 LF0769'
 LF0769'REFERENCE MARK 2 IS 38.227 METERS (125.42 FEET) W OF STATION, 10.5
 LF0769'FEET N OF THORN HEDGE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 LF0769'A CONCRETE POST FLUSH WITH THE GROUND.
 LF0769'
 LF0769'AZIMUTH MARK IS BRONZE DISK IN TOP OF A CONCRETE POST.  FROM
 LF0769'STA. GO E ON STATE HIGHWAY 4 FOR 0.4 MILE TO GATE ON S SIDE OF
 LF0769'ROAD AND MARK.  IT IS 34 FEET S OF CENTER LINE OF HIGHWAY, IN
 LF0769'FENCE LINE AND 8 FEET W OF W GATEPOST.
 LF0769'
 LF0769'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LF0769
 LF0769                          STATION RECOVERY (1934)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LF0769'4.1 MI NE FROM DAWSON.
 LF0769'4.1 MILES NORTHEAST OF DAWSON, RICHARDSON COUNTY.  THIS BENCH
 LF0769'MARK MAY BE REACHED FROM THE STATION BY GOING 1.1 MILES SOUTHEAST
 LF0769'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TO BRIDGE
 LF0769'32.24, THENCE 0.2 MILE NORTH THROUGH A BARNYARD TO A DIRT ROAD,
 LF0769'THENCE 0.1 MILE EAST, 0.7 MILE NORTH, 0.2 MILE EAST, AND 1.0
 LF0769'MILE NORTH ALONG THE DIRT ROAD, AND THENCE 0.8 MILE EAST ALONG
 LF0769'STATE HIGHWAY 73.  IT IS 41 FEET NORTH OF THE CENTERLINE OF THE
 LF0769'HIGHWAY, 5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LF0769'1 FOOT BELOW THE SURFACE OF THE GROUND.  A STANDARD
 LF0769'TRIANGULATION-STATION DISK, STAMPED BURK 1934 AND SET IN THE
 LF0769'TOP OF A CONCRETE POST.
 LF0769
 LF0769                          STATION RECOVERY (1945)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF0769'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  ALL MARKS
 LF0769'WERE FOUND IN GOOD CONDITION.  THE DISTANCES WERE CHECKED AND
 LF0769'FOUND CORRECT.  THE SIGNAL COULD NOT BE ERECTED OVER THE MARK DUE
 LF0769'TO TELEPHONE WIRES.  THE DIRECTIONS TO OBJECTS VISIBLE FROM THE
 LF0769'GROUND AND THE OLD OBSERVED ANGLE, LITTLE TO SASKA, WERE TAKEN
 LF0769'FROM A 4-FOOT WOODEN STAND OVER THE TRUE STATION.  OTHER
 LF0769'DIRECTIONS WERE OBSERVED FROM A 64-FOOT STEEL TOWER, WHICH WAS
 LF0769'BUILT ECCENTRICALLY OVER A TEMPORARY MARK.  THE DISTANCE
 LF0769'FROM THE ECCENTRIC TO THE TRUE STATION IS 0.747 METER,
 LF0769'2.45 FEET.  A COMPLETE DESCRIPTION FOLLOWS-
 LF0769'
 LF0769'STATION IS LOCATED ABOUT 4 MILES W OF THE VILLAGE OF VERDON, ON THE
 LF0769'N RIGHT-OF-WAY OF U.S. HIGHWAY 73.  THE PROPERTY ADJOINING TO
 LF0769'THE N IS OWNED BY JOE KEAN.  THE MARK IS SITUATED ABOUT 100 YARDS
 LF0769'SW OF THE FARM, 41 FEET N OF THE APPROXIMATE CENTER OF U.S.
 LF0769'HIGHWAY 73, 5-1/2 FEET W OF A BRONZE WITNESS POST, AND 2-1/2 FEET
 LF0769'S OF THE FENCE LINE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF
 LF0769'THE GROUND AND THE DISK IS STAMPED BURK 1934.
 LF0769'
 LF0769'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LF0769'DISKS SET IN CONCRETE.
 LF0769'
 LF0769'REFERENCE MARK 1 IS 144.09 FEET E OF THE STATION.  IT IS ABOUT 100
 LF0769'FEET S OF THE FARMHOUSE AND 62 FEET W OF THE DRIVEWAY.  IT IS 1
 LF0769'FOOT S OF THE FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE OF
 LF0769'THE GROUND AND THE DISK IS STAMPED BURK NO 1 1934.
 LF0769'
 LF0769'REFERENCE MARK 2 IS 125.42 FEET W OF THE STATION IN THE FENCE LINE.
 LF0769'IT IS 41 FEET N OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 73.
 LF0769'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LF0769'STAMPED BURK NO 2 1934.
 LF0769'
 LF0769'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE E OF THE STATION, IN
 LF0769'THE S RIGHT-OF-WAY FENCE LINE.  IT IS 33 FEET S OF THE APPROXIMATE
 LF0769'CENTER OF U.S. HIGHWAY 73, 10-1/2 FEET W OF THE W GATEPOST, AND
 LF0769'2 FEET W OF A STANDARD WITNESS POST.  THE MARK PROJECTS 5 INCHES
 LF0769'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BURK AZI
 LF0769'1934.
 LF0769'
 LF0769'TO REACH THE STATION FROM A RAILROAD OVERPASS (ABOUT 100 YARDS
 LF0769'S OF THE DEPOT) AT THE SW EDGE OF VERDON, GO W ON U.S. HIGHWAY 73
 LF0769'FOR 3.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE W FOR 0.4
 LF0769'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LF0769'
 LF0769'ALL OBJECTS VISIBLE FROM THE GROUND.
 LF0769'
 LF0769'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LF0769
 LF0769                          STATION RECOVERY (1947)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF0769'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 LF0769'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS
 LF0769'WERE CHECKED AND FOUND TO BE CORRECT.  THE HIGHWAY RIGHT-OF-WAY HAS
 LF0769'BEEN WIDENED AND THE STATION IS NOW INSIDE THE RIGHT-OF-WAY.  IT
 LF0769'IS DIRECTLY UNDER THE TELEPHONE WIRES AND A TOWER CANNOT BE
 LF0769'ERECTED OVER THE STATION MARK.  A NEW MARK, R.M. NO. 3, WAS SET
 LF0769'AND WAS USED AS THE ECCENTRIC STATION.  A COMPLETE NEW
 LF0769'DESCRIPTION FOLLOWS.
 LF0769'
 LF0769'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF AUBURN, ABOUT
 LF0769'4 MILES WEST-SOUTHWEST OF VERDON, ABOUT 3 MILES NORTHEAST OF
 LF0769'DAWSON, 41 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 73, 5 FEET
 LF0769'WEST OF A WITNESS POST, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 LF0769'FENCE.  THE DISK IS STAMPED BURK 1934 AND IS SET 12 INCHES
 LF0769'BELOW THE GROUND SURFACE.
 LF0769'
 LF0769'REFERENCE MARK NO. 1 IS 144.09 FEET EAST OF THE STATION, 62 FEET
 LF0769'WEST OF A DRIVEWAY LEADING TO THE HOME OF MR. BURK, 34 FEET
 LF0769'NORTH OF THE CENTERLINE OF HIGHWAY 73, 3 FEET NORTH OF A HEDGEROW,
 LF0769'2 FEET SOUTH OF A WITNESS POST, AND IS SET IN THE RIGHT-OF-WAY
 LF0769'FENCE LINE.  THE DISK IS STAMPED BURK NO 1 1934 AND IS SET FLUSH.
 LF0769'
 LF0769'REFERENCE MARK NO. 2 IS 125.42 FEET WEST OF THE STATION, 42
 LF0769'FEET NORTH OF THE CENTERLINE OF HIGHWAY 73, AND 1 FOOT SOUTH
 LF0769'OF THE RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED BURK NO 2 1934
 LF0769'AND IS SET FLUSH.
 LF0769'
 LF0769'REFERENCE MARK NO. 3 IS 15.14 FEET NORTH OF THE STATION, 18 FEET
 LF0769'NORTHWEST OF A FENCE CORNER, AND 12 FEET NORTH OF THE FENCE.
 LF0769'THE DISK IS STAMPED BURK NO 3 1947 AND IS SET 12 INCHES BELOW
 LF0769'THE GROUND SURFACE.
 LF0769'
 LF0769'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 LF0769'34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 73, 8 FEET WEST OF A
 LF0769'GATE POST, 2 FEET WEST OF A WITNESS POST, AND IS SET IN THE
 LF0769'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED BURK 1934 AND
 LF0769'IS SET FLUSH.
 LF0769'
 LF0769'TO REACH THE STATION FROM THE OVERPASS AT THE SOUTH EDGE OF VERDON,
 LF0769'GO WEST ON U.S. HIGHWAY 73 FOR 3.9 MILES TO THE AZIMUTH MARK
 LF0769'ON THE LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.4 MILE TO THE
 LF0769'STATION ON THE RIGHT AS DESCRIBED.
 LF0769'
 LF0769'1934 HEIGHT OF TOWER- 64 FOOT.
 LF0769'
 LF0769'1947 HEIGHT OF TOWER- 77 FOOT.
 LF0769
 LF0769                          STATION RECOVERY (1947)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF0769'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2
 LF0769'RECOVERED AND FOUND IN GOOD CONDITION.
 LF0769'FOLLOWING IS A COMPLETE DESCRIPTION.
 LF0769'
 LF0769'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF0769'3.0 MILES NORTHEAST OF DAWSON IN THE NORTH RIGHT-OF-WAY OF U.S.
 LF0769'HIGHWAY 73.  IT IS 41 FEET NORTH OF THE CENTER OF HIGHWAY 73,
 LF0769'2 FEET SOUTH OF EAST-WEST FENCE LINE AND 5 FEET WEST-SOUTHWEST
 LF0769'OF WHITE WITNESS POST.  IT IS STAMPED BURK 1934 AND SET 12 INCHES
 LF0769'BELOW THE GROUND SURFACE.
 LF0769'
 LF0769'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN THE EAST-WEST
 LF0769'FENCE LINE.  IT IS STAMPED BURK NO 1 1934 AND SET FLUSH WITH THE
 LF0769'GROUND SURFACE.
 LF0769'
 LF0769'REFERENCE MARK NO 2 IS WEST OF THE STATION, 40 FEET NORTH
 LF0769'OF THE CENTER OF HIGHWAY NO. 73 AND 1 FOOT SOUTH OF EAST-WEST
 LF0769'FENCE LINE.  IT IS STAMPED BURK NO 2 1934 AND SET FLUSH WITH
 LF0769'THE GROUND SURFACE.
 LF0769'
 LF0769'THE AZIMUTH MARK IS 0.4 MILES EAST OF THE STATION, 33 FEET SOUTH OF
 LF0769'THE CENTER OF U.S. HIGHWAY 73, 10 FEET WEST OF WEST END OF GATE
 LF0769'AND 2 FEET WEST OF WHITE WITNESS POST.  IT IS STAMPED BURK AZI 1934
 LF0769'AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.4
 LF0769'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LF0769'
 LF0769'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY 75 FOR
 LF0769'1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT AND
 LF0769'GO EAST ON U.S. HIGHWAY 73 FOR 2.3 MILES TO THE STATION ON THE
 LF0769'LEFT AS DESCRIBED.
 LF0769'
 LF0769'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 LF0769'
 LF0769'A 74 FOOT SIGNAL AT STATION SASKA 1934 IS V.G.
 LF0769'
 LF0769'A 5 FOOT SIGNAL AT STATION HORALEK 1934 IS V.G.
 LF0769
 LF0769                          STATION RECOVERY (1975)
 LF0769
 LF0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF0769'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH MARK
 LF0769'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION ON
 LF0769'HIGHWAY 73, ALL THE MARK WILL BE DESTROYED WITH A SLIGHT CHANCE
 LF0769'THAT REFERENCE MARK 3 MIGHT NOT BE DESTROYED.  THE AZIMUTH MARK WAS
 LF0769'OBSTRUCTED THIS DATE BY POWER POLES.  THE ANGLE BETWEEN THE
 LF0769'DAWSON MUNICIPAL TANK AND THE SEBETHA MUNICIPAL TANK
 LF0769'CHECKED THE PREVIOUS ANGLE GOOD.  THE DISTANCES AND DIRECTIONS
 LF0769'TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE PREVIOUS
 LF0769'DATA.  THE DISTANCE FROM REFERENCE MARK 3 TO REFERENCE MARK
 LF0769'1 MISSED THE PREVIOUS DISTANCE 3.02 FEET.  THE TRAVERSED
 LF0769'DISTANCE FROM BURK 1934 TO REFERENCE MARK 3 MISSED THE
 LF0769'PREVIOUS DISTANCE 0.025 FEET AND AN ERROR OF 0.457 METERS WAS
 LF0769'FOUND IN THE DISTANCE LISTED IN THE 1947 DESCRIPTION, THE DIRECTION
 LF0769'TO REFERENCE MARK 3 CHECKED THE PREVIOUS DIRECTION.  STATION
 LF0769'BURK 2, REFERENCE MARKS 4 AND 5 AND AZIMUTH MARK 2 WERE
 LF0769'ESTABLISHED THIS DATE.  SEE DESCRIPTION FOR BURK 2 THEREOF--
 LF0769'
 LF0769'NOTE--LEVEL TIE MADE TO BURK 2, REFERENCE MARK 4 AND REFERENCE MARK
 LF0769'5.  VERTICAL ANGLES AND DISTANCE MEASURED TO AZIMUTH MARK 2.
 LF0769'
 LF0769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 LF0769'NORTHEAST OF DAWSON.
 LF0769
 LF0769                          STATION RECOVERY (1975)
 LF0769
 LF0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0769'RECOVERED IN GOOD CONDITION.
 LF0769
 LF0769                          STATION RECOVERY (1981)
 LF0769
 LF0769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0770 ***********************************************************************
 LF0770  DESIGNATION -  BURK 2
 LF0770  PID         -  LF0770
 LF0770  STATE/COUNTY-  NE/RICHARDSON
 LF0770  COUNTRY     -  US
 LF0770  USGS QUAD   -  DAWSON (2017)
 LF0770
 LF0770                         *CURRENT SURVEY CONTROL
 LF0770  ______________________________________________________________________
 LF0770* NAD 83(1995) POSITION- 40 08 44.87221(N) 095 47 16.87953(W)   NO CHECK
 LF0770* NAD 83(1995) ELLIP HT-   315.203 (meters)        (06/27/02)   NO CHECK
 LF0770* NAVD 88 ORTHO HEIGHT -   345.16  (+/-2cm)     1132.4   (feet) VERTCON
 LF0770  ______________________________________________________________________
 LF0770  GEOID HEIGHT    -        -29.973 (meters)                     GEOID18
 LF0770  NAD 83(1995) X  -   -492,394.583 (meters)                     COMP
 LF0770  NAD 83(1995) Y  - -4,857,634.774 (meters)                     COMP
 LF0770  NAD 83(1995) Z  -  4,090,576.892 (meters)                     COMP
 LF0770  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 LF0770  HORZ ORDER      -  SECOND
 LF0770  VERT ORDER      -  THIRD (See Below)
 LF0770  ELLP ORDER      -  FOURTH    CLASS I
 LF0770
 LF0770.The horizontal coordinates were established by classical geodetic methods
 LF0770.and adjusted by the National Geodetic Survey in August 1997.
 LF0770
 LF0770.No horizontal observational check was made to the station.
 LF0770
 LF0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0770
 LF0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0770.GEOID18 height accuracy estimate available here.
 LF0770
 LF0770.The vertical order pertains to the NGVD 29 superseded value.
 LF0770
 LF0770.Click photographs - Photos may exist for this station.
 LF0770
 LF0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0770
 LF0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0770
 LF0770.The ellipsoidal height was determined by GPS observations
 LF0770.and is referenced to NAD 83.
 LF0770
 LF0770. The following values were computed from the NAD 83(1995) position.
 LF0770
 LF0770;                    North         East     Units Scale Factor Converg.
 LF0770;SPC NE       -    43,434.736   858,746.455   MT  0.99993728   +2 47 28.6
 LF0770;SPC NE       -   142,502.13  2,817,403.99   sFT  0.99993728   +2 47 28.6
 LF0770;UTM  15      - 4,447,666.598   262,506.201   MT  1.00029439   -1 47 54.1
 LF0770
 LF0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0770!SPC NE       -   0.99995055  x   0.99993728  =   0.99988784
 LF0770!UTM  15      -   0.99995055  x   1.00029439  =   1.00024493
 LF0770
 LF0770:                Primary Azimuth Mark                     Grid Az
 LF0770:SPC NE       -  BURK 2 AZ MK 2                           267 36 21.7
 LF0770:UTM  15      -  BURK 2 AZ MK 2                           272 11 44.4
 LF0770
 LF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6250647666(NAD 83)
 LF0770
 LF0770|---------------------------------------------------------------------|
 LF0770| PID    Reference Object                     Distance      Geod. Az  |
 LF0770|                                                           dddmmss.s |
 LF0770| LF0773 BURK 2 RM 4                          36.024 METERS 08959     |
 LF0770| LF0775 BURK AZ MK                                         0930736.6 |
 LF0770| LF1381 BURK RM 3                            10.284 METERS 13859     |
 LF0770| LF0769 BURK                                 14.571 METERS 14705     |
 LF0770| LF1379 DAWSON MUNICIPAL TANK               APPROX. 3.8 KM 2540953.6 |
 LF0770| LF1380 BURK 2 AZ MK 2                      APPROX. 0.7 KM 2702350.3 |
 LF0770| LF0774 BURK 2 RM 5                          30.178 METERS 27157     |
 LF0770|---------------------------------------------------------------------|
 LF0770
 LF0770                          SUPERSEDED SURVEY CONTROL
 LF0770
 LF0770  ELLIP H (08/18/97)  315.302  (m)                       GP(       ) 4 1
 LF0770  NAD 83(1986)-  40 08 44.87977(N)    095 47 16.87526(W) AD(       ) 2
 LF0770  NAD 27      -  40 08 44.87257(N)    095 47 15.90751(W) AD(       ) 2
 LF0770  NGVD 29 (01/31/13)  345.07   (m)         1132.1    (f) RESET       3  
 LF0770  NGVD 29             345.07   (m)         1132.1    (f) LEVELING    3  
 LF0770
 LF0770.Superseded values are not recommended for survey control.
 LF0770
 LF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0770.See file dsdata.pdf to determine how the superseded data were derived.
 LF0770
 LF0770_MARKER: DH = HORIZONTAL CONTROL DISK
 LF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0770_STAMPING: BURK 2 1975
 LF0770_MARK LOGO: NGS
 LF0770_PROJECTION: FLUSH
 LF0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0770+STABILITY: SURFACE MOTION
 LF0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0770+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2017
 LF0770
 LF0770  HISTORY     - Date     Condition        Report By
 LF0770  HISTORY     - 1975     MONUMENTED       NGS
 LF0770  HISTORY     - 1975     GOOD             NGS
 LF0770  HISTORY     - 19890316 GOOD             NGS
 LF0770  HISTORY     - 19890701 GOOD             NGS
 LF0770  HISTORY     - 20170712 GOOD             INDIV
 LF0770
 LF0770                          STATION DESCRIPTION
 LF0770
 LF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF0770'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF0770'3.0 MILES NORTHEAST OF DAWSON, ON THE NORTH RIGHT-OF-WAY OF US
 LF0770'HIGHWAY 73 AND JOINING FRONT YARD OF MR. EUGENE J. KEANS FARM
 LF0770'HOME.
 LF0770'
 LF0770'TO REACH THE STATION BURK 2 FROM DAWSON, GO NORTH ON US HIGHWAY 75 FOR
 LF0770'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 73, TURN RIGHT AND GO EAST
 LF0770'ON HIGHWAY 73 FOR 1.85 MILE TO THE AZIMUTH MARK 2 ON THE LEFT,
 LF0770'CONTINUE EAST ON HIGHWAY 73 FOR 0.45 MILE TO MR. KEANS FARM HOME
 LF0770'AND THE STATION ON THE LEFT.
 LF0770'
 LF0770'THE STATION MARKS ARE STANDARD DISKS STAMPED BURK 2 1975.  THE
 LF0770'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LF0770'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET
 LF0770'NORTH OF THE CENTER OF HIGHWAY 73, 60 FEET SOUTHEAST OF THE
 LF0770'SOUTHWEST CORNER OF THE HOUSE, 59 FEET SOUTH-SOUTHWEST OF THE
 LF0770'SOUTHEAST CORNER OF THE HOUSE AND 36 FEET SOUTHWEST OF A GAS
 LF0770'LAMP POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 LF0770'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LF0770'
 LF0770'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LF0770'BURK 2 NO 4 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 97
 LF0770'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE ATTACHED TO THE
 LF0770'HOUSE, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 LF0770'FRAME HOUSE EAST OF MR. KEANS HOUSE AND 19 FEET SOUTHWEST OF A
 LF0770'16-INCH CEDAR TREE.
 LF0770'
 LF0770'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LF0770'BURK 2 NO 5 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 105
 LF0770'FEET SOUTH OF A POWER POLE WITH TRANSFORMER, 93 FEET SOUTHWEST OF
 LF0770'THE SOUTHWEST CORNER OF THE HOUSE AND 1 FOOT EAST OF A WIRE AND
 LF0770'BOARD FENCE.
 LF0770'
 LF0770'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BURK
 LF0770'2 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LF0770'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET
 LF0770'NORTH OF THE CENTER OF HIGHWAY 73, 29 FEET WEST-SOUTHWEST OF A
 LF0770'24-INCH PINE TREE, 27 FEET SOUTH OF A 24-INCH PINE TREE, 22.5
 LF0770'FEET EAST-SOUTHEAST OF A 24-INCH PINE TREE, 1 FOOT SOUTHEAST OF A
 LF0770'METAL WITNESS POST AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 73,
 LF0770'JOINING FARM YARD PROPERTY OF MR. GEORGE F. UTERMOHLEN.
 LF0770'
 LF0770'NEAREST TOWN--DAWSON.
 LF0770
 LF0770                          STATION RECOVERY (1975)
 LF0770
 LF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0770'4.1 MI NE FROM DAWSON.
 LF0770'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY 75
 LF0770'FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT
 LF0770'AND GO EAST ON HIGHWAY 73 FOR 2.3 MILES TO MR. KEANS FARM HOME
 LF0770'AND THE STATION ON THE LEFT, 81 FEET NORTH OF THE CENTER OF HIGHWAY
 LF0770'73, 60 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 59 FEET
 LF0770'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 36 FEET
 LF0770'SOUTHWEST OF A GAS LAMP POLE.  A STANDARD DISK STAMPED BURK
 LF0770'2 1975, SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT THAT IS
 LF0770'FLUSH WITH THE GROUND SURFACE.
 LF0770
 LF0770                          STATION RECOVERY (1989)
 LF0770
 LF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0770'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) WEST OF VERDON, 4 KM
 LF0770'(2.50 MI) NORTHEAST OF DAWSON, ON THE SOUTH EDGE OF SEC 12, T2N, R14E.
 LF0770'IT IS ON THE TOP OF A SLOPED CUTBANK ALONG THE HIGHWAY RIGHT-OF-WAY,
 LF0770'IN THE FRONT LAWN OF EUGENE KEAN, ROUTE 1 BOX 37, DAWSON, NE 68337,
 LF0770'TELEPHONE IS 402-855-3325, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--NE
 LF0770'DEPT OF ROADS.
 LF0770'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 75 AND 73, ABOUT
 LF0770'1.61 KM (1.00 MI) NORTH OF DAWSON, GO EAST ON US HIGHWAY 73 FOR 2.57
 LF0770'KM (1.60 MI) TO A DIRT CROSSROAD.  CONTINUE AHEAD FOR 1.28 KM
 LF0770'(0.80 MI) TO THE STATION ON THE LEFT, AT THE TOP OF A SLOPED CUTBANK
 LF0770'IN THE FRONT LAWN OF A GRAY AND MAROON HOUSE WITH A CONCRETE DRIVEWAY.
 LF0770'THE STATION IS 24.8 M (81.4 FT) NORTH OF AND 3 M (9.8 FT) HIGHER THAN
 LF0770'THE HIGHWAY CENTERLINE, 13.9 M (45.6 FT) SOUTHEAST OF THE SOUTHWEST
 LF0770'CORNER OF THE HOUSE, 10.9 M (35.8 FT) SOUTH-SOUTHWEST OF A METAL LIGHT
 LF0770'POST AND 9.6 M (31.5 FT) WEST OF THE WEST EDGE OF THE DRIVEWAY.
 LF0770'DESCRIBED BY R.D. BALL.
 LF0770
 LF0770                          STATION RECOVERY (1989)
 LF0770
 LF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0770'RECOVERED IN GOOD CONDITION.
 LF0770
 LF0770                          STATION RECOVERY (2017)
 LF0770
 LF0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (PS)
 LF0770'RECOVERED AS DESCRIBED, MARK IS LOCATED 45.48 FEET SOUTHEAST OF THE
 LF0770'SOUTHWEST CORNER OF A HOUSE (NUMBER 64182). 41 FEET WEST OF APPROX.
 LF0770'CENTERLINE DRIVE NORTH TO HOUSE (NUMBER 64182). ALSO 81.5 FEET NORTH
 LF0770'OF CENTERLINE HWY 73. NEAR MILE POST 19.74 OF HWY 73. MARK IS FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1380 ***********************************************************************
 LF1380  DESIGNATION -  BURK 2 AZ MK 2
 LF1380  PID         -  LF1380
 LF1380  STATE/COUNTY-  NE/RICHARDSON
 LF1380  COUNTRY     -  US
 LF1380  USGS QUAD   -  DAWSON (2017)
 LF1380
 LF1380                         *CURRENT SURVEY CONTROL
 LF1380  ______________________________________________________________________
 LF1380* NAD 83(1995) POSITION- 40 08 45.03163(N) 095 47 47.04130(W)   NO CHECK
 LF1380* NAVD 88 ORTHO HEIGHT -   340.2   (meters)     1116.    (feet) VERTCON
 LF1380  ______________________________________________________________________
 LF1380  GEOID HEIGHT    -        -29.951 (meters)                     GEOID18
 LF1380  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 LF1380  HORZ ORDER      -  THIRD
 LF1380
 LF1380.The horizontal coordinates were established by classical geodetic methods
 LF1380.and adjusted by the National Geodetic Survey in August 1997.
 LF1380
 LF1380.No horizontal observational check was made to the station.
 LF1380
 LF1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1380
 LF1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1380.GEOID18 height accuracy estimate available here.
 LF1380
 LF1380.Click photographs - Photos may exist for this station.
 LF1380
 LF1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1380
 LF1380. The following values were computed from the NAD 83(1995) position.
 LF1380
 LF1380;                    North         East     Units Scale Factor Converg.
 LF1380;SPC NE       -    43,404.917   858,033.177   MT  0.99993727   +2 47 08.6
 LF1380;SPC NE       -   142,404.30  2,815,063.85   sFT  0.99993727   +2 47 08.6
 LF1380;UTM  15      - 4,447,693.960   261,792.569   MT  1.00029857   -1 48 13.6
 LF1380
 LF1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1380!SPC NE       -   0.99995133  x   0.99993727  =   0.99988861
 LF1380!UTM  15      -   0.99995133  x   1.00029857  =   1.00024989
 LF1380
 LF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6179247693(NAD 83)
 LF1380
 LF1380                          SUPERSEDED SURVEY CONTROL
 LF1380
 LF1380  NAD 83(1986)-  40 08 45.03922(N)    095 47 47.03703(W) AD(       ) 3
 LF1380  NAD 27      -  40 08 45.03222(N)    095 47 46.06835(W) AD(       ) 3
 LF1380  NGVD 29 (07/19/86)  340.1    (m)         1116.     (f) VERT ANG       
 LF1380
 LF1380.Superseded values are not recommended for survey control.
 LF1380
 LF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1380.See file dsdata.pdf to determine how the superseded data were derived.
 LF1380
 LF1380_MARKER: DR = REFERENCE MARK DISK
 LF1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1380_STAMPING: BURK 2 AZ MK 2 1975
 LF1380_MARK LOGO: NGS
 LF1380_PROJECTION: FLUSH
 LF1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1380+STABILITY: SURFACE MOTION
 LF1380
 LF1380  HISTORY     - Date     Condition        Report By
 LF1380  HISTORY     - 1975     MONUMENTED       NGS
 LF1380
 LF1380                          STATION DESCRIPTION
 LF1380
 LF1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF1380'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF1380'3.0 MILES NORTHEAST OF DAWSON, ON THE NORTH RIGHT-OF-WAY OF US
 LF1380'HIGHWAY 73 AND JOINING FRONT YARD OF MR. EUGENE J. KEANS FARM
 LF1380'HOME.
 LF1380'
 LF1380'TO REACH THE STATION FROM DAWSON, GO NORTH ON US HIGHWAY 75 FOR
 LF1380'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 73, TURN RIGHT AND GO EAST
 LF1380'ON HIGHWAY 73 FOR 1.85 MILE TO THE AZIMUTH MARK 2 ON THE LEFT.
 LF1380'
 LF1380'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LF1380'BURK 2 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LF1380'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET
 LF1380'NORTH OF THE CENTER OF HIGHWAY 73, 29 FEET WEST-SOUTHWEST OF A
 LF1380'24-INCH PINE TREE, 27 FEET SOUTH OF A 24-INCH PINE TREE, 22.5
 LF1380'FEET EAST-SOUTHEAST OF A 24-INCH PINE TREE, 1 FOOT SOUTHEAST OF A
 LF1380'METAL WITNESS POST AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY
 LF1380'73, JOINING FARM YARD PROPERTY OF MR. GEORGE F. UTERMOHLEN.
 LF1380'
 LF1380'NEAREST TOWN--DAWSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0773 ***********************************************************************
 LF0773  DESIGNATION -  BURK 2 RM 4
 LF0773  PID         -  LF0773
 LF0773  STATE/COUNTY-  NE/RICHARDSON
 LF0773  COUNTRY     -  US
 LF0773  USGS QUAD   -  DAWSON (2017)
 LF0773
 LF0773                         *CURRENT SURVEY CONTROL
 LF0773  ______________________________________________________________________
 LF0773* NAD 83(1986) POSITION- 40 08 44.87   (N) 095 47 15.36   (W)   HD_HELD1
 LF0773* NAVD 88 ORTHO HEIGHT -   345.11  (+/-2cm)     1132.2   (feet) VERTCON
 LF0773  ______________________________________________________________________
 LF0773  GEOID HEIGHT    -        -29.974 (meters)                     GEOID18
 LF0773  VERT ORDER      -  THIRD (See Below)
 LF0773
 LF0773.The horizontal coordinates were determined by differentially corrected
 LF0773.hand held GPS observations or other comparable positioning techniques
 LF0773.and have an estimated accuracy of +/- 3 meters.
 LF0773
 LF0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0773
 LF0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0773.GEOID18 height accuracy estimate available here.
 LF0773
 LF0773.The vertical order pertains to the NGVD 29 superseded value.
 LF0773
 LF0773.Click photographs - Photos may exist for this station.
 LF0773
 LF0773;                    North         East    Units  Estimated Accuracy
 LF0773;SPC NE       -    43,436.4     858,782.4     MT  (+/- 3 meters HH1 GPS) 
 LF0773
 LF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6254247665(NAD 83)
 LF0773
 LF0773                          SUPERSEDED SURVEY CONTROL
 LF0773
 LF0773  NGVD 29 (01/31/13)  345.03   (m)         1132.0    (f) RESET       3  
 LF0773
 LF0773.Superseded values are not recommended for survey control.
 LF0773
 LF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0773.See file dsdata.pdf to determine how the superseded data were derived.
 LF0773
 LF0773_MARKER: DR = REFERENCE MARK DISK
 LF0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0773_STAMPING: BURK 2 NO 4 1975
 LF0773_MARK LOGO: NGS
 LF0773_PROJECTION: FLUSH
 LF0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0773+STABILITY: SURFACE MOTION
 LF0773
 LF0773  HISTORY     - Date     Condition        Report By
 LF0773  HISTORY     - 1975     MONUMENTED       NGS
 LF0773  HISTORY     - 20170712 GOOD             INDIV
 LF0773
 LF0773                          STATION DESCRIPTION
 LF0773
 LF0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF0773'4.1 MI NE FROM DAWSON.
 LF0773'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY
 LF0773'75 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT
 LF0773'AND GO EAST ON HIGHWAY 73 FOR 2.3 MILES TO MR. KEANS FARM HOME
 LF0773'AND THE REFERENCE MARK ON THE LEFT, 97 FEET SOUTHEAST OF THE
 LF0773'SOUTHEAST CORNER OF GARAGE ATTACHED TO THE HOUSE, 67 FEET
 LF0773'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE EAST
 LF0773'OF MR. KEANS HOUSE AND 19 FEET SOUTHWEST OF A 16-INCH CEDAR
 LF0773'TREE.  A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED BURK 2 NO
 LF0773'4 1975 AND SET FLUSH WITH THE GROUND SURFACE.
 LF0773
 LF0773                          STATION RECOVERY (2017)
 LF0773
 LF0773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (PS)
 LF0773'RECOVERED AS DESCRIBED, MARK IS LOCATED 85.55 FEET SOUTHWEST OF THE
 LF0773'SOUTHWEST CORNER OF A HOUSE (NUMBER 64184). 76.5 FEET EAST OF APPROX.
 LF0773'CENTERLINE DRIVE NORTH OF HOUSE(NUMBER 64182. ALSO 82 FEET NORTH OF
 LF0773'CENTERLINE HWY 73. NEAR MILE POST 19.72 OF HWY 73. MARK IS 0.10 FEET
 LF0773'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0774 ***********************************************************************
 LF0774  DESIGNATION -  BURK 2 RM 5
 LF0774  PID         -  LF0774
 LF0774  STATE/COUNTY-  NE/RICHARDSON
 LF0774  COUNTRY     -  US
 LF0774  USGS QUAD   -  DAWSON (2017)
 LF0774
 LF0774                         *CURRENT SURVEY CONTROL
 LF0774  ______________________________________________________________________
 LF0774* NAD 83(1986) POSITION- 40 08 44.91   (N) 095 47 18.15   (W)   HD_HELD1
 LF0774* NAVD 88 ORTHO HEIGHT -   344.88  (+/-2cm)     1131.5   (feet) VERTCON
 LF0774  ______________________________________________________________________
 LF0774  GEOID HEIGHT    -        -29.972 (meters)                     GEOID18
 LF0774  VERT ORDER      -  THIRD (See Below)
 LF0774
 LF0774.The horizontal coordinates were determined by differentially corrected
 LF0774.hand held GPS observations or other comparable positioning techniques
 LF0774.and have an estimated accuracy of +/- 3 meters.
 LF0774
 LF0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0774
 LF0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0774.GEOID18 height accuracy estimate available here.
 LF0774
 LF0774.The vertical order pertains to the NGVD 29 superseded value.
 LF0774
 LF0774.Click photographs - Photos may exist for this station.
 LF0774
 LF0774;                    North         East    Units  Estimated Accuracy
 LF0774;SPC NE       -    43,434.4     858,716.4     MT  (+/- 3 meters HH1 GPS) 
 LF0774
 LF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6247647668(NAD 83)
 LF0774
 LF0774                          SUPERSEDED SURVEY CONTROL
 LF0774
 LF0774  NGVD 29 (01/31/13)  344.80   (m)         1131.2    (f) RESET       3  
 LF0774
 LF0774.Superseded values are not recommended for survey control.
 LF0774
 LF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0774.See file dsdata.pdf to determine how the superseded data were derived.
 LF0774
 LF0774_MARKER: DR = REFERENCE MARK DISK
 LF0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0774_STAMPING: BURK 2 NO 5 1975
 LF0774_MARK LOGO: NGS
 LF0774_PROJECTION: FLUSH
 LF0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0774+STABILITY: SURFACE MOTION
 LF0774
 LF0774  HISTORY     - Date     Condition        Report By
 LF0774  HISTORY     - 1975     MONUMENTED       NGS
 LF0774
 LF0774                          STATION DESCRIPTION
 LF0774
 LF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF0774'4.1 MI NE FROM DAWSON.
 LF0774'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY 75
 LF0774'FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT
 LF0774'AND GO EAST ON HIGHWAY 73 FOR 2.3 MILES TO MR. KEANS FARM HOME
 LF0774'AND THE REFERENCE MARK ON THE LEFT, 105 FEET SOUTH OF A POWER
 LF0774'POLE WITH TRANSFORMER, 93 FEET SOUTHWEST OF THE SOUTHWEST
 LF0774'CORNER OF THE HOUSE AND 1 FOOT EAST OF A WIRE AND BOARD FENCE.
 LF0774'A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED BURK 2 NO 5 1975
 LF0774'AND SET FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0775 ***********************************************************************
 LF0775  DESIGNATION -  BURK AZ MK
 LF0775  PID         -  LF0775
 LF0775  STATE/COUNTY-  NE/RICHARDSON
 LF0775  COUNTRY     -  US
 LF0775  USGS QUAD   -  DAWSON (2017)
 LF0775
 LF0775                         *CURRENT SURVEY CONTROL
 LF0775  ______________________________________________________________________
 LF0775* NAD 83(1986) POSITION- 40 08 44.     (N) 095 46 48.     (W)   SCALED
 LF0775* NAVD 88 ORTHO HEIGHT -   339.245 (meters)     1113.01  (feet) ADJUSTED
 LF0775  ______________________________________________________________________
 LF0775  GEOID HEIGHT    -        -29.995 (meters)                     GEOID18
 LF0775  DYNAMIC HEIGHT  -        339.054 (meters)     1112.38  (feet) COMP
 LF0775  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 LF0775
 LF0775  VERT ORDER      -  SECOND    CLASS 0
 LF0775
 LF0775.The horizontal coordinates were scaled from a map and have
 LF0775.an estimated accuracy of +/- 6 seconds.
 LF0775
 LF0775.The orthometric height was determined by differential leveling and
 LF0775.adjusted by the NATIONAL GEODETIC SURVEY
 LF0775.in June 1991.
 LF0775
 LF0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0775.GEOID18 height accuracy estimate available here.
 LF0775
 LF0775.Click photographs - Photos may exist for this station.
 LF0775
 LF0775.The dynamic height is computed by dividing the NAVD 88
 LF0775.geopotential number by the normal gravity value computed on the
 LF0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0775.degrees latitude (g = 980.6199 gals.).
 LF0775
 LF0775.The modeled gravity was interpolated from observed gravity values.
 LF0775
 LF0775;                    North         East    Units  Estimated Accuracy
 LF0775;SPC NE       -    43,440.      859,430.      MT  (+/- 180 meters Scaled)
 LF0775
 LF0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE631476(NAD 83)
 LF0775
 LF0775                          SUPERSEDED SURVEY CONTROL
 LF0775
 LF0775  NGVD 29 (??/??/92)  339.158  (m)         1112.72   (f) ADJ UNCH    2 0
 LF0775
 LF0775.Superseded values are not recommended for survey control.
 LF0775
 LF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0775.See file dsdata.pdf to determine how the superseded data were derived.
 LF0775
 LF0775_MARKER: DR = REFERENCE MARK DISK
 LF0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0775_STAMPING: BURK AZIMUTH 1934
 LF0775_MARK LOGO: CGS
 LF0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0775+STABILITY: SURFACE MOTION
 LF0775
 LF0775  HISTORY     - Date     Condition        Report By
 LF0775  HISTORY     - 1934     MONUMENTED       CGS
 LF0775  HISTORY     - 1981     GOOD             LOCSUR
 LF0775
 LF0775                          STATION DESCRIPTION
 LF0775
 LF0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0775'4.5 MI NE FROM DAWSON.
 LF0775'4.5 MILES NORTHEAST OF DAWSON, RICHARDSON COUNTY.  THIS BENCH
 LF0775'MARK MAY BE REACHED FROM THE STATION BY GOING 1.1 MILES SOUTHEAST
 LF0775'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TO BRIDGE
 LF0775'32.24 THENCE 0.2 MILE NORTH THROUGH A BARNYARD TO A DIRT ROAD,
 LF0775'THENCE 0.1 MILE EAST, 0.7 MILE NORTH, 0.2 MILE EAST, AND 1.0
 LF0775'MILE NORTH ALONG THE DIRT ROAD, AND THENCE 1.2 MILES EAST
 LF0775'ALONG STATE HIGHWAY 73.  IT IS 33 FEET SOUTH OF THE CENTERLINE
 LF0775'OF THE HIGHWAY, 17 FEET WEST OF A FIELD ROAD, 1.5 FEET WEST OF A
 LF0775'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 LF0775'REFERENCE-MARK DISK, STAMPED BURK AZIMUTH 1934 AND SET IN
 LF0775'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LF0775
 LF0775                          STATION RECOVERY (1981)
 LF0775
 LF0775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0771 ***********************************************************************
 LF0771  DESIGNATION -  BURK RM 1
 LF0771  PID         -  LF0771
 LF0771  STATE/COUNTY-  NE/RICHARDSON
 LF0771  COUNTRY     -  US
 LF0771  USGS QUAD   -  DAWSON (2017)
 LF0771
 LF0771                         *CURRENT SURVEY CONTROL
 LF0771  ______________________________________________________________________
 LF0771* NAD 83(1986) POSITION- 40 08 44.40   (N) 095 47 14.69   (W)   HD_HELD1
 LF0771* NAVD 88 ORTHO HEIGHT -   344.662 (meters)     1130.78  (feet) ADJUSTED
 LF0771  ______________________________________________________________________
 LF0771  GEOID HEIGHT    -        -29.975 (meters)                     GEOID18
 LF0771  DYNAMIC HEIGHT  -        344.468 (meters)     1130.14  (feet) COMP
 LF0771  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 LF0771
 LF0771  VERT ORDER      -  SECOND    CLASS 0
 LF0771
 LF0771.The horizontal coordinates were determined by differentially corrected
 LF0771.hand held GPS observations or other comparable positioning techniques
 LF0771.and have an estimated accuracy of +/- 3 meters.
 LF0771
 LF0771.The orthometric height was determined by differential leveling and
 LF0771.adjusted by the NATIONAL GEODETIC SURVEY
 LF0771.in June 1991.
 LF0771
 LF0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0771.GEOID18 height accuracy estimate available here.
 LF0771
 LF0771.Click photographs - Photos may exist for this station.
 LF0771
 LF0771.The dynamic height is computed by dividing the NAVD 88
 LF0771.geopotential number by the normal gravity value computed on the
 LF0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0771.degrees latitude (g = 980.6199 gals.).
 LF0771
 LF0771.The modeled gravity was interpolated from observed gravity values.
 LF0771
 LF0771;                    North         East    Units  Estimated Accuracy
 LF0771;SPC NE       -    43,422.7     858,798.9     MT  (+/- 3 meters HH1 GPS) 
 LF0771
 LF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6255747650(NAD 83)
 LF0771
 LF0771                          SUPERSEDED SURVEY CONTROL
 LF0771
 LF0771  NGVD 29 (??/??/92)  344.575  (m)         1130.49   (f) ADJ UNCH    2 0
 LF0771
 LF0771.Superseded values are not recommended for survey control.
 LF0771
 LF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0771.See file dsdata.pdf to determine how the superseded data were derived.
 LF0771
 LF0771_MARKER: DR = REFERENCE MARK DISK
 LF0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0771_STAMPING: BURK NO 1 1934
 LF0771_MARK LOGO: CGS
 LF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0771+STABILITY: SURFACE MOTION
 LF0771
 LF0771  HISTORY     - Date     Condition        Report By
 LF0771  HISTORY     - 1934     MONUMENTED       CGS
 LF0771  HISTORY     - 1975     GOOD             NGS
 LF0771  HISTORY     - 1975     GOOD             NGS
 LF0771
 LF0771                          STATION DESCRIPTION
 LF0771
 LF0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0771'4.1 MI NE FROM DAWSON.
 LF0771'144 FEET EAST OF TRIANGULATION STATION BURK DESCRIBED ABOVE,
 LF0771'33.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH
 LF0771'OF A HEDGE FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LF0771'POST.  A STANDARD REFERENCE-MARK DISK, STAMPED BURK NO 1 1934
 LF0771'AND SET IN THE TOP OF A CONCRETE POST.
 LF0771
 LF0771                          STATION RECOVERY (1975)
 LF0771
 LF0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0771'RECOVERED IN GOOD CONDITION.
 LF0771
 LF0771                          STATION RECOVERY (1975)
 LF0771
 LF0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0771'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0772 ***********************************************************************
 LF0772  DESIGNATION -  BURK RM 2
 LF0772  PID         -  LF0772
 LF0772  STATE/COUNTY-  NE/RICHARDSON
 LF0772  COUNTRY     -  US
 LF0772  USGS QUAD   -  DAWSON (2017)
 LF0772
 LF0772                         *CURRENT SURVEY CONTROL
 LF0772  ______________________________________________________________________
 LF0772* NAD 83(1986) POSITION- 40 08 44.49   (N) 095 47 18.16   (W)   HD_HELD1
 LF0772* NAVD 88 ORTHO HEIGHT -   344.451 (meters)     1130.09  (feet) ADJUSTED
 LF0772  ______________________________________________________________________
 LF0772  GEOID HEIGHT    -        -29.972 (meters)                     GEOID18
 LF0772  DYNAMIC HEIGHT  -        344.257 (meters)     1129.45  (feet) COMP
 LF0772  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 LF0772
 LF0772  VERT ORDER      -  SECOND    CLASS 0
 LF0772
 LF0772.The horizontal coordinates were determined by differentially corrected
 LF0772.hand held GPS observations or other comparable positioning techniques
 LF0772.and have an estimated accuracy of +/- 3 meters.
 LF0772
 LF0772.The orthometric height was determined by differential leveling and
 LF0772.adjusted by the NATIONAL GEODETIC SURVEY
 LF0772.in June 1991.
 LF0772
 LF0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0772.GEOID18 height accuracy estimate available here.
 LF0772
 LF0772.Click photographs - Photos may exist for this station.
 LF0772
 LF0772.The dynamic height is computed by dividing the NAVD 88
 LF0772.geopotential number by the normal gravity value computed on the
 LF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0772.degrees latitude (g = 980.6199 gals.).
 LF0772
 LF0772.The modeled gravity was interpolated from observed gravity values.
 LF0772
 LF0772;                    North         East    Units  Estimated Accuracy
 LF0772;SPC NE       -    43,421.5     858,716.8     MT  (+/- 3 meters HH1 GPS) 
 LF0772
 LF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6247547655(NAD 83)
 LF0772
 LF0772                          SUPERSEDED SURVEY CONTROL
 LF0772
 LF0772  NGVD 29 (??/??/92)  344.364  (m)         1129.80   (f) ADJ UNCH    2 0
 LF0772
 LF0772.Superseded values are not recommended for survey control.
 LF0772
 LF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0772.See file dsdata.pdf to determine how the superseded data were derived.
 LF0772
 LF0772_MARKER: DR = REFERENCE MARK DISK
 LF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0772_STAMPING: BURK NO 2 1934
 LF0772_MARK LOGO: CGS
 LF0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0772+STABILITY: SURFACE MOTION
 LF0772
 LF0772  HISTORY     - Date     Condition        Report By
 LF0772  HISTORY     - 1934     MONUMENTED       CGS
 LF0772  HISTORY     - 1975     GOOD             NGS
 LF0772  HISTORY     - 1975     GOOD             NGS
 LF0772
 LF0772                          STATION DESCRIPTION
 LF0772
 LF0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0772'4.1 MI NE FROM DAWSON.
 LF0772'125.4 FEET WEST OF TRIANGULATION STATION BURK DESCRIBED ABOVE,
 LF0772'42.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LF0772'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER
 LF0772'THAN THE HIGHWAY.  A STANDARD REFERENCE MARK DISK, STAMPED
 LF0772'BURK NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LF0772
 LF0772                          STATION RECOVERY (1975)
 LF0772
 LF0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0772'RECOVERED IN GOOD CONDITION.
 LF0772
 LF0772                          STATION RECOVERY (1975)
 LF0772
 LF0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1381 ***********************************************************************
 LF1381  DESIGNATION -  BURK RM 3
 LF1381  PID         -  LF1381
 LF1381  STATE/COUNTY-  NE/RICHARDSON
 LF1381  COUNTRY     -  US
 LF1381  USGS QUAD   -  DAWSON (2017)
 LF1381
 LF1381                         *CURRENT SURVEY CONTROL
 LF1381  ______________________________________________________________________
 LF1381* NAD 83(1995) POSITION- 40 08 44.62063(N) 095 47 16.59440(W)   NO CHECK
 LF1381* NAVD 88 ORTHO HEIGHT -   344.54  (+/-2cm)     1130.4   (feet) VERTCON
 LF1381  ______________________________________________________________________
 LF1381  GEOID HEIGHT    -        -29.974 (meters)                     GEOID18
 LF1381  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 LF1381  HORZ ORDER      -  SECOND
 LF1381  VERT ORDER      -  THIRD (See Below)
 LF1381
 LF1381.The horizontal coordinates were established by classical geodetic methods
 LF1381.and adjusted by the National Geodetic Survey in August 1997.
 LF1381
 LF1381.No horizontal observational check was made to the station.
 LF1381
 LF1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1381
 LF1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1381.GEOID18 height accuracy estimate available here.
 LF1381
 LF1381.The vertical order pertains to the NGVD 29 superseded value.
 LF1381
 LF1381.Click photographs - Photos may exist for this station.
 LF1381
 LF1381.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1381
 LF1381. The following values were computed from the NAD 83(1995) position.
 LF1381
 LF1381;                    North         East     Units Scale Factor Converg.
 LF1381;SPC NE       -    43,427.315   858,753.573   MT  0.99993731   +2 47 28.7
 LF1381;SPC NE       -   142,477.78  2,817,427.35   sFT  0.99993731   +2 47 28.7
 LF1381;UTM  15      - 4,447,658.628   262,512.705   MT  1.00029435   -1 47 54.0
 LF1381
 LF1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1381!SPC NE       -   0.99995065  x   0.99993731  =   0.99988797
 LF1381!UTM  15      -   0.99995065  x   1.00029435  =   1.00024499
 LF1381
 LF1381:                Primary Azimuth Mark                     Grid Az
 LF1381:SPC NE       -  DAWSON MUNICIPAL TANK                    251 30 55.4
 LF1381:UTM  15      -  DAWSON MUNICIPAL TANK                    256 06 18.1
 LF1381
 LF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6251247658(NAD 83)
 LF1381
 LF1381|---------------------------------------------------------------------|
 LF1381| PID    Reference Object                     Distance      Geod. Az  |
 LF1381|                                                           dddmmss.s |
 LF1381| LF0775 BURK AZ MK                                         0922841.8 |
 LF1381| LF0771 BURK RM 1                            45.546 METERS 09841     |
 LF1381| LF0769 BURK                                  4.622 METERS 16521     |
 LF1381| LF1379 DAWSON MUNICIPAL TANK               APPROX. 3.8 KM 2541824.1 |
 LF1381| LF0772 BURK RM 2                            37.292 METERS 26352     |
 LF1381| LF0770 BURK 2                               10.284 METERS 31859     |
 LF1381|---------------------------------------------------------------------|
 LF1381
 LF1381                          SUPERSEDED SURVEY CONTROL
 LF1381
 LF1381  NAD 83(1986)-  40 08 44.62822(N)    095 47 16.59016(W) AD(       ) 2
 LF1381  NAD 27      -  40 08 44.62099(N)    095 47 15.62238(W) AD(       ) 2
 LF1381  NGVD 29 (01/31/13)  344.45   (m)         1130.1    (f) RESET       3  
 LF1381  NGVD 29             344.54   (m)         1130.4    (f) LEVELING    3  
 LF1381
 LF1381.Superseded values are not recommended for survey control.
 LF1381
 LF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1381.See file dsdata.pdf to determine how the superseded data were derived.
 LF1381
 LF1381_MARKER: DR = REFERENCE MARK DISK
 LF1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1381_STAMPING: BURK NO 3 1947
 LF1381_MARK LOGO: CGS
 LF1381_PROJECTION: RECESSED 30 CENTIMETERS
 LF1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1381+STABILITY: SURFACE MOTION
 LF1381
 LF1381  HISTORY     - Date     Condition        Report By
 LF1381  HISTORY     - 1947     MONUMENTED       CGS
 LF1381  HISTORY     - 19750403 GOOD             NGS
 LF1381
 LF1381                          STATION DESCRIPTION
 LF1381
 LF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1381'THE STATION BURK 2 IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF1381'3.0 MILES NORTHEAST OF DAWSON, ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY
 LF1381'73 AND JOINING FRONT YARD OF MR. EUGENE J. KEANS FARM HOME.
 LF1381'
 LF1381'TO REACH THE STATION BURK 2 FROM DAWSON, GO NORTH ON US HIGHWAY 75 FOR
 LF1381'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 73, TURN RIGHT AND GO EAST
 LF1381'ON HIGHWAY 73 FOR 1.85 MILE TO THE AZIMUTH MARK 2 ON THE LEFT,
 LF1381'CONTINUE EAST ON HIGHWAY 73 FOR 0.45 MILE TO MR. KEANS FARM HOME
 LF1381'AND THE STATION ON THE LEFT.
 LF1381'
 LF1381'NEAREST TOWN--DAWSON.
 LF1381
 LF1381                          STATION RECOVERY (1975)
 LF1381
 LF1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF1381'ABOUT 20 MILES (32.2 KM) SOUTHEAST OF AUBURN, ABOUT 4 MILES (6.4 KM)
 LF1381'WEST-SOUTHWEST OF VERDON, ABOUT 3 MILES (4.8 KM) NORTHEAST OF DAWSON,
 LF1381'41 FEET (12.5 M) NORTH OF THE CENTERLINE OF US HIGHWAY 73, 5 FEET (1.5
 LF1381'M) WEST OF A WITNESS POST, AND 2 FEET (0.6 M) SOUTH OF THE
 LF1381'RIGHT-OF-WAY FENCE, 15.14 FEET (4.61 M) NORTH OF THE STATION, 18 FEET
 LF1381'(5.5 M) NORTHWEST OF A FENCE CORNER, AND 12 FEET (3.7 M) NORTH OF THE
 LF1381'FENCE, SET 12 INCHES BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0714 ***********************************************************************
 NP0714  DESIGNATION -  BURKE
 NP0714  PID         -  NP0714
 NP0714  STATE/COUNTY-  NE/BOX BUTTE
 NP0714  COUNTRY     -  US
 NP0714  USGS QUAD   -  BARREL SPRINGS CREEK SOUTH (2017)
 NP0714
 NP0714                         *CURRENT SURVEY CONTROL
 NP0714  ______________________________________________________________________
 NP0714* NAD 83(1995) POSITION- 42 01 18.61688(N) 103 12 17.92826(W)   ADJUSTED
 NP0714* NAVD 88 ORTHO HEIGHT -  1306.34  (+/-2cm)     4285.9   (feet) VERTCON
 NP0714  ______________________________________________________________________
 NP0714  GEOID HEIGHT    -        -18.940 (meters)                     GEOID18
 NP0714  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 NP0714  HORZ ORDER      -  SECOND
 NP0714  VERT ORDER      -  THIRD ? (See Below)
 NP0714
 NP0714.The horizontal coordinates were established by classical geodetic methods
 NP0714.and adjusted by the National Geodetic Survey in August 1997.
 NP0714
 NP0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0714
 NP0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0714.GEOID18 height accuracy estimate available here.
 NP0714
 NP0714.The vertical order pertains to the NGVD 29 superseded value.
 NP0714
 NP0714.Click photographs - Photos may exist for this station.
 NP0714
 NP0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0714
 NP0714. The following values were computed from the NAD 83(1995) position.
 NP0714
 NP0714;                    North         East     Units Scale Factor Converg.
 NP0714;SPC NE       -   247,900.791   234,696.416   MT  0.99969909   -2 07 26.1
 NP0714;SPC NE       -   813,321.18    769,999.82   sFT  0.99969909   -2 07 26.1
 NP0714;UTM  13      - 4,653,759.490   648,611.011   MT  0.99987176   +1 12 06.6
 NP0714
 NP0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0714!SPC NE       -   0.99979812  x   0.99969909  =   0.99949727
 NP0714!UTM  13      -   0.99979812  x   0.99987176  =   0.99966991
 NP0714
 NP0714:                Primary Azimuth Mark                     Grid Az
 NP0714:SPC NE       -  BURKE AZ MK                              073 42 18.3
 NP0714:UTM  13      -  BURKE AZ MK                              070 22 45.6
 NP0714
 NP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4861153759(NAD 83)
 NP0714
 NP0714|---------------------------------------------------------------------|
 NP0714| PID    Reference Object                     Distance      Geod. Az  |
 NP0714|                                                           dddmmss.s |
 NP0714| CP8905 BURKE RM 2                           44.409 METERS 02132     |
 NP0714| CP8903 BURKE AZ MK                                        0713452.2 |
 NP0714| CP8904 BURKE RM 1                           31.958 METERS 34354     |
 NP0714|---------------------------------------------------------------------|
 NP0714
 NP0714                          SUPERSEDED SURVEY CONTROL
 NP0714
 NP0714  NAD 83(1993)-  42 01 18.61672(N)    103 12 17.92852(W) AD(       ) 2
 NP0714  NAD 83(1986)-  42 01 18.61437(N)    103 12 17.92846(W) AD(       ) 2
 NP0714  NAD 27      -  42 01 18.73900(N)    103 12 16.18500(W) AD(       ) 2
 NP0714  NGVD 29            1305.68   (m)         4283.7    (f) LEVELING    3  
 NP0714
 NP0714.Superseded values are not recommended for survey control.
 NP0714
 NP0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0714.See file dsdata.pdf to determine how the superseded data were derived.
 NP0714
 NP0714_MARKER: DB = BENCH MARK DISK
 NP0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0714_STAMPING: BURKE 1946
 NP0714_MARK LOGO: USGS
 NP0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0714+STABILITY: SURFACE MOTION
 NP0714
 NP0714  HISTORY     - Date     Condition        Report By
 NP0714  HISTORY     - 1946     MONUMENTED       USGS
 NP0714  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0714
 NP0714                          STATION DESCRIPTION
 NP0714
 NP0714'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0714'LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF ALLIANCE AND ABOUT
 NP0714'22.5 MILES SOUTH-SOUTHWEST OF HEMINGFORD ON A LOW, SHARP,
 NP0714'SANDY PEAK OVERLOOKING THE COUNTRY TO THE NORTH.  THERE ARE
 NP0714'HIGHER PEAKS TO THE SOUTH.  IT IS IN THE NE 1/4 OF SECTION
 NP0714'34, TOWNSHIP 24 NORTH, RANGE 51 WEST.  IT IS A USGS BENCH
 NP0714'MARK DISK STAMPED BURKE 1946, SET IN THE TOP OF A 7-INCH
 NP0714'SQUARE, CONCRETE POST PROJECTING 14 INCHES.
 NP0714'
 NP0714'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK STAMPED
 NP0714'NO 1, SET IN THE TOP OF A 7-INCH SQUARE, CONCRETE POST
 NP0714'PROJECTING 5 INCHES.  IT IS ABOUT 8 FEET LOWER THAN THE STATION.
 NP0714'
 NP0714'REFERENCE MARK NO. 2 IS ABOUT 14 FEET LOWER THAN THE STATION.
 NP0714'IT IS STAMPED BURKE NO 2 1946 AND PROJECTS 6 INCHES.
 NP0714'
 NP0714'THE AZIMUTH MARK IS 3 FEET SOUTHWEST OF A FENCE CORNER AND
 NP0714'56 FEET NORTH OF THE NORTH END OF A WIRE GATE.  IT IS STAMPED
 NP0714'BURKE 1946 AND PROJECTS 10 INCHES.
 NP0714'
 NP0714'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 19 AND 2, WHICH
 NP0714'IS 1.5 MILES WEST OF THE BUSINESS DISTRICT IN ALLIANCE,
 NP0714'GO SOUTHERLY ON STATE HIGHWAY 19 FOR 6 MILES TO A CROSSROAD
 NP0714'AND 5 MAILBOXES ON THE LEFT, JUST BEFORE REACHING THE STOCKYARDS
 NP0714'AT LETAN.  TURN RIGHT, WEST, AND GO 5.7 MILES TO A FORK.
 NP0714'TAKE RIGHT FORK FOR 1.1 MILES TO A T INTERSECTION.  TURN LEFT,
 NP0714'WEST, AND GO 2 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 NP0714'AHEAD FOR 1 MILE TO A MAILBOX ON THE RIGHT AND A SIGN WORLEYS.
 NP0714'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK.  TAKE RIGHT
 NP0714'FORK FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK, LEAVING MAIN
 NP0714'TRAVELED ROAD, AND GO 0.15 MILE TO A WIRE GATE.  PASS
 NP0714'THROUGH GATE AND GO 0.45 MILE TO ANOTHER WIRE GATE.  PASS
 NP0714'THROUGH AND CONTINUE ON TRACK ROAD FOR 0.55 MILE TO A
 NP0714'FORK.  TAKE LEFT FORK AND CONTINUE 0.05 MILE TO A WIRE
 NP0714'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 1
 NP0714'MILE TO WHERE THE TRACK ROAD CURVES TO THE LEFT (ABOUT 35 YARDS
 NP0714'FROM A NORTH-SOUTH FENCE LINE).  HERE, TURN RIGHT TO A
 NP0714'WIRE GATE.  PASS THROUGH GATE, KEEPING LEFT FORK, AND GO
 NP0714'0.35 MILE TO A GATE.  PASS THROUGH AND GO 0.75 MILE TO A
 NP0714'FORK.  TAKE LEFT FORK FOR 0.35 MILE TO A GATE AND THE
 NP0714'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE AND FOLLOW ALONG
 NP0714'SOUTH SIDE OF FENCE LINE FOR 0.5 MILE.  HERE, TURN LEFT AND
 NP0714'CONTINUE TOWARD THE BASE OF A SAND HILL FOR 0.3 MILE TO
 NP0714'THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST TO
 NP0714'THE HIGHEST POINT OF THE HILL AND THE STATION, A DISTANCE
 NP0714'OF ABOUT 200 YARDS.
 NP0714
 NP0714                          STATION RECOVERY (1974)
 NP0714
 NP0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 NP0714'AZ. MK. FOUND AS DESCRIBED.
 NP0714'
 NP0714'STATION MARK, R.M. 1, AND R.M. 2 NOT FOUND.  PROBABLY DESTROYED
 NP0714'DUE TO WIND EROSION.  WOODEN OBSERVING STAND FOUND ABOUT
 NP0714'30 FEET DOWN ON SIDE OF HILL.  REINFORCING ROD FOUND ON TOP
 NP0714'OF HILL, PROBABLY USED TO STABILIZE OBSERVING STAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0928 ***********************************************************************
 LG0928  DESIGNATION -  BURLINGTON
 LG0928  PID         -  LG0928
 LG0928  STATE/COUNTY-  NE/FILLMORE
 LG0928  COUNTRY     -  US
 LG0928  USGS QUAD   -  FAIRMONT (2017)
 LG0928
 LG0928                         *CURRENT SURVEY CONTROL
 LG0928  ______________________________________________________________________
 LG0928* NAD 83(1995) POSITION- 40 38 24.75219(N) 097 31 39.68318(W)   ADJUSTED
 LG0928* NAVD 88 ORTHO HEIGHT -   491.481 (meters)     1612.47  (feet) ADJUSTED
 LG0928  ______________________________________________________________________
 LG0928  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 LG0928  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 LG0928  DYNAMIC HEIGHT  -        491.211 (meters)     1611.58  (feet) COMP
 LG0928  MODELED GRAVITY -    980,060.2   (mgal)                       NAVD 88
 LG0928
 LG0928  HORZ ORDER      -  SECOND
 LG0928  VERT ORDER      -  FIRST     CLASS II
 LG0928
 LG0928.The horizontal coordinates were established by classical geodetic methods
 LG0928.and adjusted by the National Geodetic Survey in August 1997.
 LG0928
 LG0928.The orthometric height was determined by differential leveling and
 LG0928.adjusted by the NATIONAL GEODETIC SURVEY
 LG0928.in May 1993.
 LG0928
 LG0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0928.GEOID18 height accuracy estimate available here.
 LG0928
 LG0928.Click photographs - Photos may exist for this station.
 LG0928
 LG0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0928
 LG0928.The dynamic height is computed by dividing the NAVD 88
 LG0928.geopotential number by the normal gravity value computed on the
 LG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0928.degrees latitude (g = 980.6199 gals.).
 LG0928
 LG0928.The modeled gravity was interpolated from observed gravity values.
 LG0928
 LG0928. The following values were computed from the NAD 83(1995) position.
 LG0928
 LG0928;                    North         East     Units Scale Factor Converg.
 LG0928;SPC NE       -    92,575.960   709,059.042   MT  0.99977177   +1 38 18.2
 LG0928;SPC NE       -   303,726.30  2,326,304.54   sFT  0.99977177   +1 38 18.2
 LG0928;UTM  14      - 4,499,860.028   624,496.527   MT  0.99979078   +0 57 32.6
 LG0928
 LG0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0928!SPC NE       -   0.99992709  x   0.99977177  =   0.99969887
 LG0928!UTM  14      -   0.99992709  x   0.99979078  =   0.99971788
 LG0928
 LG0928:                Primary Azimuth Mark                     Grid Az
 LG0928:SPC NE       -  BURLINGTON AZ MK                         270 40 48.8
 LG0928:UTM  14      -  BURLINGTON AZ MK                         271 21 34.4
 LG0928
 LG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2449699860(NAD 83)
 LG0928
 LG0928|---------------------------------------------------------------------|
 LG0928| PID    Reference Object                     Distance      Geod. Az  |
 LG0928|                                                           dddmmss.s |
 LG0928| LG1359 BURLINGTON RM 1                      24.542 METERS 07953     |
 LG0928| LG0790 EXETER TANK                         APPROX. 6.5 KM 0864839.2 |
 LG0928| LG1358 BURLINGTON RM 2                      28.496 METERS 19218     |
 LG0928| LG0932 FAIRMONT AIR BASE WATER TANK        APPROX. 6.3 KM 2092639.2 |
 LG0928| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 4.9 KM 2654406.8 |
 LG0928| CN8007 BURLINGTON AZ MK                                   2721907.0 |
 LG0928|---------------------------------------------------------------------|
 LG0928
 LG0928                          SUPERSEDED SURVEY CONTROL
 LG0928
 LG0928  NAD 83(1986)-  40 38 24.75953(N)    097 31 39.68413(W) AD(       ) 2
 LG0928  NAD 27      -  40 38 24.73700(N)    097 31 38.50300(W) AD(       ) 2
 LG0928
 LG0928.Superseded values are not recommended for survey control.
 LG0928
 LG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0928.See file dsdata.pdf to determine how the superseded data were derived.
 LG0928
 LG0928_MARKER: DS = TRIANGULATION STATION DISK
 LG0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0928_STAMPING: BURLINGTON 1950
 LG0928_MARK LOGO: CGS
 LG0928_PROJECTION: RECESSED 46 CENTIMETERS
 LG0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0928+STABILITY: SURFACE MOTION
 LG0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0928+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LG0928
 LG0928  HISTORY     - Date     Condition        Report By
 LG0928  HISTORY     - 1950     MONUMENTED       CGS
 LG0928  HISTORY     - 1950     GOOD             CGS
 LG0928  HISTORY     - 1963     GOOD             CGS
 LG0928  HISTORY     - 19911006 GOOD             NGS
 LG0928
 LG0928                          STATION DESCRIPTION
 LG0928
 LG0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0928'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF EXETER AND 3-1/2
 LG0928'MILES EAST OF FAIRMONT.  IT IS 63 FEET WEST OF THE CENTERLINE OF
 LG0928'A DRIVEWAY, 55 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0928'45 FEET SOUTH SOUTHWEST OF A FENCE CORNER, 19 FEET SOUTH SOUTHEAST
 LG0928'OF A TWIN TRUNKED COTTON WOOD TREE AND 14 FEET SOUTHEAST OF
 LG0928'A WHITE WITNESS POST.  THE MARK IS SET ABOUT 18 INCHES BELOW THE
 LG0928'SURFACE OF THE GROUND AND THE DISK IS STAMPED BURLINGTON 1950.
 LG0928'
 LG0928'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF THE CENTERLINE OF THE
 LG0928'HIGHWAY, 17 FEET EAST OF A DRIVEWAY AND 3 FEET SOUTH OF A CEDAR
 LG0928'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LG0928'BURLINGTON NO 1 1950.
 LG0928'
 LG0928'REFERENCE MARK NO. 2 IS 84 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 LG0928'15 FEET EAST OF A FENCELINE AND 5 FEET NORTH OF A 2 FOOT COTTON
 LG0928'WOOD TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0928'STAMPED BURLINGTON NO 2 1950.
 LG0928'
 LG0928'AZIMUTH MARK IS 97 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 LG0928'TRACK, 33 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 9 FEET
 LG0928'EAST OF A TELEPHONE POLE AND 3 FEET SOUTHWEST OF A WHITE WITNESS
 LG0928'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0928'BURLINGTON 1950.
 LG0928'
 LG0928'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FAIRMONT, GO EAST
 LG0928'ON U.S. HIGHWAY 6 FOR 2.75 MILES TO AZIMUTH MARK ON LEFT AS
 LG0928'DESCRIBED.  CONTINUE EAST ON HIGHWAY 6 FOR 0.25 MILE TO STATION
 LG0928'MARK ON RIGHT AS DESCRIBED.
 LG0928'
 LG0928'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0928
 LG0928                          STATION RECOVERY (1950)
 LG0928
 LG0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0928'RECOVERED IN GOOD CONDITION.
 LG0928
 LG0928                          STATION RECOVERY (1963)
 LG0928
 LG0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0928'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0928'IN GOOD CONDITION, EXCEPT SOME NEW REFERENCES FOR THE AZIMUTH MARK
 LG0928'AND A NEW TO REACH.
 LG0928'
 LG0928'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 97 FEET SOUTH OF
 LG0928'THE SOUTH RAIL OF RAILROAD TRACKS, 33 FEET NORTH OF THE CENTERLINE
 LG0928'OF U.S. HIGHWAY 6, 25 FEET EAST OF A CONCRETE ROW POST, 9 FEET EAST
 LG0928'OF A TELEPHONE POLE, AND 1 FOOT WEST OF A STEEL WITNESS POST.
 LG0928'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BURLINGTON
 LG0928'1950.  THE AZIMUTH MARK IS 0.4 MILE EAST OF
 LG0928'CROSSROADS, TOO.
 LG0928'
 LG0928'TO REACH THE STATION FROM THE RAILROAD STATION IN FAIRMONT, GO
 LG0928'EAST ON U.S. HIGHWAY 6 FOR 2.4 MILES TO CROSSROADS.  CONTINUE
 LG0928'EAST ON U.S. HIGHWAY 6 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LG0928'LEFT.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 0.25 MILE TO THE
 LG0928'STATION ON THE RIGHT AS DESCRIBED.
 LG0928
 LG0928                          STATION RECOVERY (1991)
 LG0928
 LG0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0928'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0928'U.S. HIGHWAY 81 IN FAIRMONT, 28.5 M (93.5 FT) NORTH-NORTHEAST OF
 LG0928'REFERENCE MARK 2, 24.5 M (80.4 FT) WEST OF REFERENCE MARK 1, 19.0 M
 LG0928'(62.3 FT) WEST OF THE CENTER OF A DRIVEWAY, 16.6 M (54.5 FT) SOUTH OF
 LG0928'THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT) WEST-SOUTHWEST OF A FENCE
 LG0928'CORNER, 3.9 M (12.8 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 LG0928'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 LG0928'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0345 ***********************************************************************
 MM0345  DESIGNATION -  BURNT
 MM0345  PID         -  MM0345
 MM0345  STATE/COUNTY-  NE/LINCOLN
 MM0345  COUNTRY     -  US
 MM0345  USGS QUAD   -  BRADY SW (2017)
 MM0345
 MM0345                         *CURRENT SURVEY CONTROL
 MM0345  ______________________________________________________________________
 MM0345* NAD 83(1995) POSITION- 41 03 34.54233(N) 100 27 40.44100(W)   ADJUSTED
 MM0345* NAVD 88 ORTHO HEIGHT -   818.066 (meters)     2683.94  (feet) ADJUSTED
 MM0345  ______________________________________________________________________
 MM0345  GEOID HEIGHT    -        -22.674 (meters)                     GEOID18
 MM0345  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 MM0345  DYNAMIC HEIGHT  -        817.578 (meters)     2682.34  (feet) COMP
 MM0345  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 MM0345
 MM0345  HORZ ORDER      -  THIRD
 MM0345  VERT ORDER      -  FIRST     CLASS II
 MM0345
 MM0345.The horizontal coordinates were established by classical geodetic methods
 MM0345.and adjusted by the National Geodetic Survey in August 1997.
 MM0345
 MM0345.The orthometric height was determined by differential leveling and
 MM0345.adjusted by the NATIONAL GEODETIC SURVEY
 MM0345.in June 1991.
 MM0345
 MM0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0345.GEOID18 height accuracy estimate available here.
 MM0345
 MM0345.Click photographs - Photos may exist for this station.
 MM0345
 MM0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0345
 MM0345.The dynamic height is computed by dividing the NAVD 88
 MM0345.geopotential number by the normal gravity value computed on the
 MM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0345.degrees latitude (g = 980.6199 gals.).
 MM0345
 MM0345.The modeled gravity was interpolated from observed gravity values.
 MM0345
 MM0345. The following values were computed from the NAD 83(1995) position.
 MM0345
 MM0345;                    North         East     Units Scale Factor Converg.
 MM0345;SPC NE       -   136,250.570   461,241.251   MT  0.99968874   -0 18 20.4
 MM0345;SPC NE       -   447,015.41  1,513,255.67   sFT  0.99968874   -0 18 20.4
 MM0345;UTM  14      - 4,546,401.250   377,216.921   MT  0.99978555   -0 57 35.7
 MM0345
 MM0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0345!SPC NE       -   0.99987525  x   0.99968874  =   0.99956403
 MM0345!UTM  14      -   0.99987525  x   0.99978555  =   0.99966083
 MM0345
 MM0345:                Primary Azimuth Mark                     Grid Az
 MM0345:SPC NE       -  BURNT AZ MK                              291 54 29.5
 MM0345:UTM  14      -  BURNT AZ MK                              292 33 44.8
 MM0345
 MM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7721646401(NAD 83)
 MM0345
 MM0345|---------------------------------------------------------------------|
 MM0345| PID    Reference Object                     Distance      Geod. Az  |
 MM0345|                                                           dddmmss.s |
 MM0345| CN8009 BURNT RM 1                            9.805 METERS 00840     |
 MM0345| CN8010 BURNT RM 2                            9.723 METERS 28614     |
 MM0345| CN8008 BURNT AZ MK                                        2913609.1 |
 MM0345|---------------------------------------------------------------------|
 MM0345
 MM0345                          SUPERSEDED SURVEY CONTROL
 MM0345
 MM0345  NAD 83(1986)-  41 03 34.54766(N)    100 27 40.44767(W) AD(       ) 3
 MM0345  NAD 27      -  41 03 34.53501(N)    100 27 38.95701(W) AD(       ) 3
 MM0345  NGVD 29 (02/14/92)  817.723  (m)         2682.81   (f) ADJUSTED    1 2
 MM0345
 MM0345.Superseded values are not recommended for survey control.
 MM0345
 MM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0345.See file dsdata.pdf to determine how the superseded data were derived.
 MM0345
 MM0345_MARKER: DS = TRIANGULATION STATION DISK
 MM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0345_STAMPING: BURNT 1951
 MM0345_MARK LOGO: CGS
 MM0345_PROJECTION: FLUSH
 MM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0345+STABILITY: SURFACE MOTION
 MM0345
 MM0345  HISTORY     - Date     Condition        Report By
 MM0345  HISTORY     - 1951     MONUMENTED       CGS
 MM0345  HISTORY     - 1986     GOOD             NGS
 MM0345
 MM0345                          STATION DESCRIPTION
 MM0345
 MM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0345'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF
 MM0345'BRADY AND 3.5 MILES EAST-SOUTHEAST OF MAXWELL.  IT IS ON THE
 MM0345'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30, 80 FEET SOUTH OF THE
 MM0345'CENTER OF U.S. HIGHWAY 30, 51 FEET NORTH OF THE NORTH RAIL
 MM0345'OF A RAILROAD TRACK, 3 FEET NORTH OF AN EAST-WEST FENCE LINE
 MM0345'AND 3 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED BURNT
 MM0345'1951 AND IS SET FLUSH.
 MM0345'
 MM0345'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF U.S.
 MM0345'HIGHWAY 30 AND 35 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MM0345'IT IS STAMPED BURNT NO 1 1951 AND IS SET FLUSH.
 MM0345'
 MM0345'REFERENCE MARK NO. 2 IS 82 FEET SOUTH OF THE CENTER OF U.S.
 MM0345'HIGHWAY 30, 49 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 MM0345'TRACK AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 MM0345'STAMPED BURNT NO 2 1951 AND IS SET FLUSH.
 MM0345'
 MM0345'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0345'NO. 2 IS 24.2 FEET
 MM0345'
 MM0345'THE AZIMUTH MARK IS LOCATED 82 FEET SOUTH OF THE CENTER OF
 MM0345'U.S. HIGHWAY 30, 48 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 MM0345'TRACK, 1 FOOT NORTHEAST OF THE EAST END OF A BOARD GATE
 MM0345'AND 1 FOOT NORTHEAST OF A WITNESS POST.  IT IS STAMPED BURNT
 MM0345'1951 AND PROJECTS 3 INCHES.
 MM0345'
 MM0345'TO REACH THE STATION FROM THE POST OFFICE IN MAXWELL, GO EAST
 MM0345'FOR 0.05 MILE TO STATE HIGHWAY 107.  TURN LEFT AND GO NORTH
 MM0345'ON STATE HIGHWAY 107 FOR 0.05 MILE TO U.S. HIGHWAY 30, TURN
 MM0345'RIGHT AND GO EAST-SOUTHEAST ON U.S. HIGHWAY 30 FOR 3.2 MILES
 MM0345'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 MM0345'EAST-SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.4 MILE TO THE STATION
 MM0345'ON THE RIGHT AS DESCRIBED.
 MM0345
 MM0345                          STATION RECOVERY (1986)
 MM0345
 MM0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0345'5.3 KM (3.3 MI) SE FROM MAXWELL.
 MM0345'5.3 KM (3.3 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0345'AT MAXWELL, 68.1 METERS (223.5 FT) SOUTHEAST OF MILEPOST 195, 24.4
 MM0345'METERS (80 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.5 METERS (51
 MM0345'FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS OF
 MM0345'THE UNION PACIFIC RAILROAD, AND 5.0 METERS (16.5 FT) NORTHWEST OF THE
 MM0345'3RD UTILITY POLE NORTHWEST OF RAILROAD MILEPOLE 267.
 MM0345'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 MM0345'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0974 ***********************************************************************
 LG0974  DESIGNATION -  BURR HOPE LUTHERAN CH SPIRE
 LG0974  PID         -  LG0974
 LG0974  STATE/COUNTY-  NE/OTOE
 LG0974  COUNTRY     -  US
 LG0974  USGS QUAD   -  BURR (2017)
 LG0974
 LG0974                         *CURRENT SURVEY CONTROL
 LG0974  ______________________________________________________________________
 LG0974* NAD 83(1995) POSITION- 40 32 14.01778(N) 096 17 55.56334(W)   ADJUSTED
 LG0974  ______________________________________________________________________
 LG0974  GEOID HEIGHT    -        -27.757 (meters)                     GEOID18
 LG0974  LAPLACE CORR    -         -7.59  (seconds)                    DEFLEC18
 LG0974  HORZ ORDER      -  THIRD
 LG0974
 LG0974.The horizontal coordinates were established by classical geodetic methods
 LG0974.and adjusted by the National Geodetic Survey in August 1997.
 LG0974
 LG0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0974.GEOID18 height accuracy estimate available here.
 LG0974
 LG0974.Click photographs - Photos may exist for this station.
 LG0974
 LG0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0974
 LG0974. The following values were computed from the NAD 83(1995) position.
 LG0974
 LG0974;                    North         East     Units Scale Factor Converg.
 LG0974;SPC NE       -    84,862.973   813,413.303   MT  0.99980022   +2 27 10.1
 LG0974;SPC NE       -   278,421.27  2,668,673.48   sFT  0.99980022   +2 27 10.1
 LG0974;UTM  14      - 4,490,893.363   728,772.582   MT  1.00024427   +1 45 23.1
 LG0974
 LG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2877290893(NAD 83)
 LG0974
 LG0974                          SUPERSEDED SURVEY CONTROL
 LG0974
 LG0974  NAD 83(1986)-  40 32 14.02518(N)    096 17 55.55889(W) AD(       ) 3
 LG0974  NAD 27      -  40 32 14.03300(N)    096 17 54.52300(W) AD(       ) 3
 LG0974
 LG0974.Superseded values are not recommended for survey control.
 LG0974
 LG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0974.See file dsdata.pdf to determine how the superseded data were derived.
 LG0974
 LG0974_MARKER: 90 = CHURCH SPIRE
 LG0974
 LG0974  HISTORY     - Date     Condition        Report By
 LG0974  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0974  HISTORY     - 20040602 GOOD             USPSQD
 LG0974
 LG0974                          STATION DESCRIPTION
 LG0974
 LG0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0974'IT IS A WHITE FRAME BUILDING WITH A SPIRE ON THE EAST END,
 LG0974'LOCATED AT THE NORTHEAST EDGE OF THE TOWN OF BURR.  IT IS A
 LG0974'SILVER SPIRE, ABOUT 50 FEET HIGH WITH A GOLD CROSS ON THE TOP.
 LG0974'IT IS 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET AND
 LG0974'60 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.  THE POINT
 LG0974'OBSERVED UPON WAS THE CROSS ON TOP OF THE SPIRE.
 LG0974
 LG0974                          STATION RECOVERY (2004)
 LG0974
 LG0974'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0974'STATION FOUND GOOD. THE EAST-WEST STREET DESCRIBED IN THE 1947
 LG0974'DESCRIPTION IS COUNTY ROAD 'R'. THE NORTH-SOUTH STREET IN THE 1947
 LG0974'DESCRIPTION IS NOT NAMED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1959 ***********************************************************************
 MK1959  DESIGNATION -  BURT
 MK1959  PID         -  MK1959
 MK1959  STATE/COUNTY-  NE/BURT
 MK1959  COUNTRY     -  US
 MK1959  USGS QUAD   -  LITTLE SIOUX (2018)
 MK1959
 MK1959                         *CURRENT SURVEY CONTROL
 MK1959  ______________________________________________________________________
 MK1959* NAD 83(1995) POSITION- 41 47 26.84514(N) 096 05 23.83341(W)   ADJUSTED
 MK1959* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 MK1959  ______________________________________________________________________
 MK1959  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 MK1959  LAPLACE CORR    -         -8.76  (seconds)                    DEFLEC18
 MK1959  HORZ ORDER      -  SECOND
 MK1959
 MK1959.The horizontal coordinates were established by classical geodetic methods
 MK1959.and adjusted by the National Geodetic Survey in August 1997.
 MK1959
 MK1959.The orthometric height was scaled from a topographic map.
 MK1959
 MK1959.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1959.GEOID18 height accuracy estimate available here.
 MK1959
 MK1959.Click photographs - Photos may exist for this station.
 MK1959
 MK1959.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1959
 MK1959. The following values were computed from the NAD 83(1995) position.
 MK1959
 MK1959;                    North         East     Units Scale Factor Converg.
 MK1959;SPC NE       -   224,673.721   824,791.559   MT  0.99967093   +2 35 28.2
 MK1959;SPC NE       -   737,117.03  2,706,003.64   sFT  0.99967093   +2 35 28.2
 MK1959;SPC NE       -   737,117.03  2,706,003.64   sFT  0.99967093   +2 35 28.2
 MK1959;SPC IA S     -   202,076.045   284,750.459   MT  1.00000133   -1 42 21.6
 MK1959;SPC IA S     -   662,977.82    934,218.80   sFT  1.00000133   -1 42 21.6
 MK1959;SPC NE       -   224,673.721   824,791.559   MT  0.99967093   +2 35 28.2
 MK1959;UTM  14      - 4,630,642.360   741,802.710   MT  1.00031955   +1 56 24.8
 MK1959
 MK1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1959!SPC NE       -   0.99995539  x   0.99967093  =   0.99962634
 MK1959!SPC IA S     -   0.99995539  x   1.00000133  =   0.99995672
 MK1959!SPC NE       -   0.99995539  x   0.99967093  =   0.99962634
 MK1959!UTM  14      -   0.99995539  x   1.00031955  =   1.00027493
 MK1959
 MK1959:                Primary Azimuth Mark                     Grid Az
 MK1959:SPC NE       -  TEK                                      256 52 58.0
 MK1959:SPC IA S     -  TEK                                      261 10 47.8
 MK1959:SPC NE       -  TEK                                      256 52 58.0
 MK1959:UTM  14      -  TEK                                      257 32 01.4
 MK1959
 MK1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4180230642(NAD 83)
 MK1959
 MK1959|---------------------------------------------------------------------|
 MK1959| PID    Reference Object                     Distance      Geod. Az  |
 MK1959|                                                           dddmmss.s |
 MK1959| CL6981 BURT RM 1                            39.667 METERS 00849     |
 MK1959| MK1832 MONDAMIN MUNICIPAL TANK             APPROX.10.5 KM 1482533.6 |
 MK1959| MK0365 TEK                                 APPROX.11.5 KM 2592826.2 |
 MK1959| CL6980 BURT AZ MK                                         2652911.0 |
 MK1959| CL6982 BURT RM 2                            42.645 METERS 26947     |
 MK1959| MK1960 OMAHA/SIOUX FALLS AMBER 4 BN 3      APPROX. 4.7 KM 3164252.1 |
 MK1959|---------------------------------------------------------------------|
 MK1959
 MK1959                          SUPERSEDED SURVEY CONTROL
 MK1959
 MK1959  NAD 83(1986)-  41 47 26.84880(N)    096 05 23.83377(W) AD(       ) 2
 MK1959  NAD 27      -  41 47 26.89200(N)    096 05 22.78500(W) AD(       ) 2
 MK1959
 MK1959.Superseded values are not recommended for survey control.
 MK1959
 MK1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1959.See file dsdata.pdf to determine how the superseded data were derived.
 MK1959
 MK1959_MARKER: DS = TRIANGULATION STATION DISK
 MK1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1959_STAMPING: BURT 1948
 MK1959_MARK LOGO: CGS
 MK1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1959+STABILITY: SURFACE MOTION
 MK1959
 MK1959  HISTORY     - Date     Condition        Report By
 MK1959  HISTORY     - 1948     MONUMENTED       CGS
 MK1959  HISTORY     - 1974     GOOD             NGS
 MK1959
 MK1959                          STATION DESCRIPTION
 MK1959
 MK1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1959'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-NORTHEAST OF TEKAMAH,
 MK1959'ABOUT 1 MILE WEST OF THE MISSOURI RIVER, ON THE SOUTH RIGHT-OF-WAY
 MK1959'OF A DIRT ROAD.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF A DIRT
 MK1959'ROAD, 21 FEET WEST OF A FENCE CORNER, 5.5 FEET WEST-NORTHWEST OF A
 MK1959'WITNESS POST, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 MK1959'THE DISK IS STAMPED BURT 1948 AND PROJECTS 4 INCHES.
 MK1959'
 MK1959'REFERENCE MARK NO. 1 IS 130.14 FEET NORTH OF THE STATION, AND 1.5
 MK1959'FEET WEST OF A FENCE LINE.  THE DISK IS STAMPED BURT NO 1 1948
 MK1959'AND PROJECTS 4 INCHES.
 MK1959'
 MK1959'REFERENCE MARK NO. 2 IS 139.91 FEET WEST OF THE STATION, 26 FEET
 MK1959'SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF THE
 MK1959'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED BURT NO 2 1948 AND
 MK1959'PROJECTS 4 INCHES.
 MK1959'
 MK1959'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 MK1959'26 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 20 FEET NORTH
 MK1959'OF A POWER POLE, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST
 MK1959'OF A NORTH-SOUTH LINE.  STAMPED BURT 1948 AND PROJECTS 4 INCHES.
 MK1959'
 MK1959'TO REACH THE STATION FROM THE POST OFFICE IN TEKAMAH, GO NORTH
 MK1959'ON U.S. HIGHWAY 73 FOR 0.25 MILE.  HERE TURN RIGHT ON A GRAVELLED
 MK1959'ROAD FOR 4.3 MILES.  TURN LEFT AND GO 0.25 MILE TO A SIDE ROAD
 MK1959'RIGHT, JUST AFTER CROSSING A STEEL BRIDGE, TURN RIGHT AND GO EAST
 MK1959'AND NORTHEAST FOR 1.35 MILE TO A SIDE ROAD RIGHT IMMEDIATELY
 MK1959'BEYOND A RIGHT-ANGLE TURN (NORTH).  TURN RIGHT AND GO EAST 0.5
 MK1959'MILE, NORTH FOR 0.4 MILE, THEN EAST FOR 0.8 MILE TO THE STATION
 MK1959'ON THE RIGHT AS DESCRIBED.
 MK1959'
 MK1959'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5 MILE
 MK1959'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO THE MARK ON
 MK1959'THE RIGHT AS DESCRIBED.
 MK1959'
 MK1959'A 74 FOOT SIGNAL AT TEK 1934 IS VISIBLE AT 77 FEET.
 MK1959'
 MK1959'A 74 FOOT SIGNAL AT SAND 1934 IS VISIBLE AT 30 FEET.
 MK1959'
 MK1959'A 4 FOOT SIGNAL AT SEA 1934 IS VISIBLE AT 20 FEET.
 MK1959'
 MK1959'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK1959
 MK1959                          STATION RECOVERY (1974)
 MK1959
 MK1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK1959'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 MK1959'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 MK1959'SEARCHED FOR AND COULD NOT BE FOUND, HOWEVER IT IS BELIEVED THE
 MK1959'MARK IS STILL IN ITS ORIGINAL POSITION, TALL CORN THIS DATE
 MK1959'PREVENTED USING THE ANGLE MEASUREMENTS FROM THE REFERENCE MARKS
 MK1959'TO ASSIST IN THE SEARCH OF THE MARK.  THE 1948 DESCRIPTION OF
 MK1959'THE ROUTE TO REACH THE STATION IS ADEQUATE.  FOLLOWING ARE NEW
 MK1959'AND ADDITIONAL MEASUREMENTS FOR THE MARKS RECOVERED THIS
 MK1959'DATE.
 MK1959'
 MK1959'THE STATION MARK IS 84 FEET SOUTHWEST OF A POWER POLE WITH
 MK1959'TRANSFORMER ATTACHED, 53 FEET SOUTH-SOUTHWEST OF A T-INTERSECTION
 MK1959'POWER POLE, (WHERE POWERLINES GO EAST AND WEST AND JUNCTION
 MK1959'NORTH), 28 FEET SOUTHWEST OF THE NORTH END GATE POST, 26 FEET
 MK1959'SOUTH OF THE CENTER OF A GRAVELED ROAD AT T-INTERSECTION WITH A
 MK1959'ROAD GOING NORTH ALONG THE WEST SIDE OF A FENCE, 19.5 FEET WEST
 MK1959'OF A CORNER FENCE POST AND 4 FEET WEST-NORTHWEST OF A TELEPHONE
 MK1959'JUNCTION BOX THAT PROJECTS 3 FEET AND 2.5 FEET NORTH OF A
 MK1959'METAL WITNESS POST IN FENCELINE WITH SIGN ATTACHED.  THE
 MK1959'SURFACE MARK IS NOW 12 INCHES BELOW THE GROUND SURFACE DUE TO
 MK1959'FLOODED AREA IN 1952 AND DRIFTED DIRT ALONG FENCELINE.
 MK1959'
 MK1959'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST IN
 MK1959'FENCELINE AND THE MARK IS 4 INCHES BELOW THE SURFACE OF THE
 MK1959'GROUND.
 MK1959'
 MK1959'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST IN
 MK1959'FENCELINE AND THE MARK IS 5 INCHES BELOW THE SURFACE OF THE
 MK1959'GROUND.
 MK1959'
 MK1959'NOTE--THE FARMER THAT LIVES AT THE STATION PLANS TO LEVEL THE
 MK1959'DIRT ALONG THE FENCE LINES AND REBUILD NEW FENCES, BUT WILL NOT
 MK1959'DISTURB THE SURVEY MARKERS.
 MK1959'
 MK1959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 MK1959'EAST-NORTHEAST OF TEKAMAH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0775 ***********************************************************************
 NN0775  DESIGNATION -  BURTON
 NN0775  PID         -  NN0775
 NN0775  STATE/COUNTY-  NE/KEYA PAHA
 NN0775  COUNTRY     -  US
 NN0775  USGS QUAD   -  BURTON (2017)
 NN0775
 NN0775                         *CURRENT SURVEY CONTROL
 NN0775  ______________________________________________________________________
 NN0775* NAD 83(1995) POSITION- 42 55 25.59724(N) 099 32 16.23296(W)   ADJUSTED
 NN0775* NAVD 88 ORTHO HEIGHT -   698.    (meters)     2290.    (feet) SCALED
 NN0775  ______________________________________________________________________
 NN0775  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 NN0775  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 NN0775  HORZ ORDER      -  SECOND
 NN0775
 NN0775.The horizontal coordinates were established by classical geodetic methods
 NN0775.and adjusted by the National Geodetic Survey in August 1997.
 NN0775
 NN0775.The orthometric height was scaled from a topographic map.
 NN0775
 NN0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0775.GEOID18 height accuracy estimate available here.
 NN0775
 NN0775.Click photographs - Photos may exist for this station.
 NN0775
 NN0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0775
 NN0775. The following values were computed from the NAD 83(1995) position.
 NN0775
 NN0775;                    North         East     Units Scale Factor Converg.
 NN0775;SPC NE       -   343,254.464   537,729.854   MT  0.99996592   +0 18 22.6
 NN0775;SPC NE       - 1,126,160.69  1,764,202.03   sFT  0.99996592   +0 18 22.6
 NN0775;SPC SD S     -    65,904.619   664,942.912   MT  0.99997981   +0 32 55.6
 NN0775;SPC SD S     -   216,222.07  2,181,566.87   sFT  0.99997981   +0 32 55.6
 NN0775;UTM  14      - 4,752,490.722   456,107.147   MT  0.99962370   -0 21 58.6
 NN0775
 NN0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0775!SPC NE       -   0.99989433  x   0.99996592  =   0.99986025
 NN0775!SPC SD S     -   0.99989433  x   0.99997981  =   0.99987414
 NN0775!UTM  14      -   0.99989433  x   0.99962370  =   0.99951807
 NN0775
 NN0775:                Primary Azimuth Mark                     Grid Az
 NN0775:SPC NE       -  E 224                                    243 25 56.9
 NN0775:SPC SD S     -  E 224                                    243 11 23.9
 NN0775:UTM  14      -  E 224                                    244 06 18.1
 NN0775
 NN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5610752490(NAD 83)
 NN0775
 NN0775|---------------------------------------------------------------------|
 NN0775| PID    Reference Object                     Distance      Geod. Az  |
 NN0775|                                                           dddmmss.s |
 NN0775| CO2367 BURTON RM 1                           8.038 METERS 04214     |
 NN0775| CO2368 BURTON RM 2                           7.098 METERS 12225     |
 NN0775| NN0551 E 224                                              2434419.5 |
 NN0775|---------------------------------------------------------------------|
 NN0775
 NN0775                          SUPERSEDED SURVEY CONTROL
 NN0775
 NN0775  NAD 83(1986)-  42 55 25.60431(N)    099 32 16.24197(W) AD(       ) 2
 NN0775  NAD 27      -  42 55 25.59500(N)    099 32 14.83900(W) AD(       ) 2
 NN0775
 NN0775.Superseded values are not recommended for survey control.
 NN0775
 NN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0775.See file dsdata.pdf to determine how the superseded data were derived.
 NN0775
 NN0775_MARKER: DS = TRIANGULATION STATION DISK
 NN0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0775_STAMPING: BURTON 1949
 NN0775_MARK LOGO: CGS
 NN0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0775+STABILITY: SURFACE MOTION
 NN0775
 NN0775  HISTORY     - Date     Condition        Report By
 NN0775  HISTORY     - 1949     MONUMENTED       CGS
 NN0775
 NN0775                          STATION DESCRIPTION
 NN0775
 NN0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0775'THE STATION IS LOCATED ABOUT 2.0 MILES EAST AND 1.0 NORTH OF
 NN0775'BURTON ON THE HIGH POINT OF A PROMINENT HILL IN A PASTURE AND
 NN0775'ON LAND OWNED BY MR. M.M. WOOD WHO LIVES ABOUT 3/4 MILE
 NN0775'NORTH-NORTHWEST OF THE STATION.  IT IS ON ABOUT THE APPROXIMATE
 NN0775'CENTER OF THE HILL 7 FEET SOUTHEAST OF WITNESS POST, STAMPED
 NN0775'BURTON 1949 AND PROJECTS 4 INCHES.
 NN0775'
 NN0775'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NN0775'EAST SLOPE OF THE HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 NN0775'STATION MARK.  IT IS STAMPED BURTON NO 1 1949 AND PROJECTS 4
 NN0775'INCHES.
 NN0775'
 NN0775'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ABOUT 1
 NN0775'FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 NN0775'BURTON NO 2 1949 AND PROJECTS 4 INCHES.
 NN0775'
 NN0775'BENCH MARK E 224 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 NN0775'1.7 MILES SOUTHWEST OF THE STATION, SET IN THE NORTHEAST ANGLE
 NN0775'OF CROSSROAD.  IT IS 25 FEET NORTH OF THE CENTER OF EAST-WEST
 NN0775'ROAD, 12 FEET EAST OF FENCE CORNER, 3 FEET SOUTH OF EAST-WEST
 NN0775'FENCE LINE AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED
 NN0775'E 224 1946 AND PROJECTS 5 INCHES.
 NN0775'
 NN0775'TO REACH THE STATION FROM THE POST OFFICE IN BURTON, GO EAST
 NN0775'ON MAIN ROAD FOR 1.0 MILE TO WHERE MAIN ROAD TURNS NORTH,
 NN0775'(BENCH MARK E 224 IS IN THE NORTHEAST ANGLE OF THIS POINT AS
 NN0775'DESCRIBED), CONTINUE EAST ON SECTION LINE ROAD FOR 1.25 MILES
 NN0775'TO WHERE FENCE LINE ON THE NORTH SIDE OF ROAD HAS BEEN LET
 NN0775'DOWN, LET FENCE LINE DOWN AND GO NORTH-NORTHEAST ACROSS PASTURE
 NN0775'FOR 1.2 MILES TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION WEWELA 1936 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION BAMERLIN 1936 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION MILLS 1934 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1131 ***********************************************************************
 ML1131  DESIGNATION -  BURWELL
 ML1131  PID         -  ML1131
 ML1131  STATE/COUNTY-  NE/GARFIELD
 ML1131  COUNTRY     -  US
 ML1131  USGS QUAD   -  BURWELL SE (2017)
 ML1131
 ML1131                         *CURRENT SURVEY CONTROL
 ML1131  ______________________________________________________________________
 ML1131* NAD 83(1995) POSITION- 41 52 14.18326(N) 099 06 54.05183(W)   ADJUSTED
 ML1131* NAVD 88 ORTHO HEIGHT -   774.68  (+/-2cm)     2541.6   (feet) VERTCON
 ML1131  ______________________________________________________________________
 ML1131  GEOID HEIGHT    -        -23.489 (meters)                     GEOID18
 ML1131  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 ML1131  HORZ ORDER      -  FIRST
 ML1131  VERT ORDER      -  THIRD ? (See Below)
 ML1131
 ML1131.The horizontal coordinates were established by classical geodetic methods
 ML1131.and adjusted by the National Geodetic Survey in August 1997.
 ML1131
 ML1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1131
 ML1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1131.GEOID18 height accuracy estimate available here.
 ML1131
 ML1131.The vertical order pertains to the NGVD 29 superseded value.
 ML1131
 ML1131.Click photographs - Photos may exist for this station.
 ML1131
 ML1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1131
 ML1131. The following values were computed from the NAD 83(1995) position.
 ML1131
 ML1131;                    North         East     Units Scale Factor Converg.
 ML1131;SPC NE       -   226,566.383   573,445.204   MT  0.99967881   +0 35 11.3
 ML1131;SPC NE       -   743,326.54  1,881,378.14   sFT  0.99967881   +0 35 11.3
 ML1131;UTM  14      - 4,635,416.365   490,455.508   MT  0.99960112   -0 04 36.4
 ML1131
 ML1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1131!SPC NE       -   0.99988219  x   0.99967881  =   0.99956104
 ML1131!UTM  14      -   0.99988219  x   0.99960112  =   0.99948336
 ML1131
 ML1131:                Primary Azimuth Mark                     Grid Az
 ML1131:SPC NE       -  BURWELL AZ MK                            089 13 03.8
 ML1131:UTM  14      -  BURWELL AZ MK                            089 52 51.5
 ML1131
 ML1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9045535416(NAD 83)
 ML1131
 ML1131|---------------------------------------------------------------------|
 ML1131| PID    Reference Object                     Distance      Geod. Az  |
 ML1131|                                                           dddmmss.s |
 ML1131| CN8018 BURWELL RM 1                         16.083 METERS 06826     |
 ML1131| CN8017 BURWELL AZ MK                                      0894815.1 |
 ML1131| ML1132 BURWELL CABLE TV MAST               APPROX. 9.9 KM 1814119.1 |
 ML1131| CN8019 BURWELL RM 2                         16.020 METERS 29207     |
 ML1131|---------------------------------------------------------------------|
 ML1131
 ML1131                          SUPERSEDED SURVEY CONTROL
 ML1131
 ML1131  NAD 83(1986)-  41 52 14.18808(N)    099 06 54.06025(W) AD(       ) 1
 ML1131  NAD 27      -  41 52 14.16600(N)    099 06 52.69300(W) AD(       ) 1
 ML1131  NGVD 29             774.41   (m)         2540.7    (f) LEVELING    3  
 ML1131
 ML1131.Superseded values are not recommended for survey control.
 ML1131
 ML1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1131.See file dsdata.pdf to determine how the superseded data were derived.
 ML1131
 ML1131_MARKER: DB = BENCH MARK DISK
 ML1131_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1131_STAMPING: BURWELL 1949
 ML1131_MARK LOGO: USGS
 ML1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1131
 ML1131  HISTORY     - Date     Condition        Report By
 ML1131  HISTORY     - 1949     MONUMENTED       USGS
 ML1131  HISTORY     - 1973     GOOD             NGS
 ML1131
 ML1131                          STATION DESCRIPTION
 ML1131
 ML1131'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 ML1131'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH OF BURWELL AND
 ML1131'0.4 MILE SOUTHWEST OF A RANCH HOUSE ON LAND OWNED BY MRS. MURPHY.
 ML1131'IT IS ON THE NORTH EDGE OF PROMINENT HILL, 23.5 FEET SOUTH OF
 ML1131'SECTION LINE FENCE, AND 5 FEET EAST OF WITNESS POST.  IT IS
 ML1131'A STANDARD U.S.G.S. BENCH MARK SET IN A 6 INCH SQUARE CONCRETE
 ML1131'POST PROJECTING 7 INCHES.  IT IS STAMPED BURWELL 1949.
 ML1131'
 ML1131'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 3 FEET SOUTH
 ML1131'OF SECTION LINE FENCE AND ON THE NORTHEAST SLOPE OF THE HILL.
 ML1131'IT IS A U.S.G.S.  REFERENCE MARK SET IN A 6 INCH SQUARE CONCRETE
 ML1131'POST PROJECTING 6 INCHES.  IT IS STAMPED BURWELL NO 1 1949.
 ML1131'
 ML1131'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 2 FEET
 ML1131'SOUTH OF SECTION LINE FENCE, AND ON THE NORTHWEST SLOPE OF
 ML1131'THE HILL.  IT IS A U.S.G.S. REFERENCE MARK SET IN A 6 INCH
 ML1131'SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS STAMPED BURWELL
 ML1131'NO 2 1949.
 ML1131'
 ML1131'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 21 FEET SOUTH
 ML1131'OF THE CENTER OF SECTION LINE ROAD, 2 FEET NORTHWEST OF WITNESS
 ML1131'POST, AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 ML1131'BURWELL 1949 AND PROJECTS 2 INCHES.
 ML1131'
 ML1131'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN
 ML1131'BURWELL, GO EAST FOR 0.4 MILE TO THE JUNCTION WITH STATE
 ML1131'HIGHWAY 11, TURN LEFT AND GO NORTH FOR 7.8 MILES TO SIDE ROAD
 ML1131'LEFT AT FARM HOUSE IN NORTHWEST ANGLE, TURN LEFT AND GO WEST
 ML1131'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 ML1131'CONTINUE WEST ON TRACK ROAD FOR 1.1 MILE TO WIRE GATE, GO
 ML1131'THROUGH THE GATE AND GO NORTHWEST FOR 0.1 TO FARMYARD, GO TO THE
 ML1131'RIGHT OF THE WINDMILL TO WIRE GATE IN THE SOUTHWEST CORNER OF
 ML1131'BARNYARD, GO THROUGH GATE AND GO SOUTH FOR 0.15 MILE TO GATE IN
 ML1131'EAST-WEST FENCE LINE ABOUT 50 FEET WEST OF A NORTH-SOUTH FENCE
 ML1131'LINE, GO THROUGH GATE AND CONTINUE SOUTH ON DIM TRACK
 ML1131'ROAD FOR 0.15 MILE, TURN RIGHT AND GO WEST ALONG THE
 ML1131'TOP OF RIDGE FOR 0.6 MILE TO HIGHEST POINT AND STATION
 ML1131'AS DESCRIBED.
 ML1131'
 ML1131'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET.
 ML1131'
 ML1131'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 ML1131'
 ML1131'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 ML1131
 ML1131                          STATION RECOVERY (1973)
 ML1131
 ML1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1131'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ML1131'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE
 ML1131'DISTANCES AND DIRECTIONS COMPARED FAVORABLY WITH THE 1949 DATA.
 ML1131'
 ML1131'THE STATION IS LOCATED 8.0 MILES NORTH OF BURWELL AND 1.5 MILES
 ML1131'EAST OF STATE HIGHWAY 11, IN PASTURE LAND OWNED BY MRS. GENEVA
 ML1131'BOWERS, TELEPHONE NUMBER (308) 346-3165.
 ML1131'
 ML1131'TO REACH FROM THE POST OFFICE IN BURWELL GO NORTH FOR 0.05
 ML1131'MILES TO GRAND AVENUE.  TURN RIGHT AND GO EAST ON GRAND
 ML1131'AVENUE FOR 0.45 MILES TO THE JUNCTION OF STATE HIGHWAYS
 ML1131'91 AND 11.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 91
 ML1131'AND 11 FOR 1.05 MILES TO THE JUNCTION OF STATE HIGHWAYS
 ML1131'91 AND 11.  TURN LEFT ON STATE HIGHWAY 11 AND GO NORTH FOR
 ML1131'7.0 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A BLADED
 ML1131'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ML1131'WEST ON THE BLADED ROAD FOR 0.5 MILE TO A CURVE IN THE ROAD
 ML1131'AND A DIM TRACK ROAD LEADING WEST.  CONTINUE WEST ON THE
 ML1131'DIM TRACK ROAD FOR 0.6 MILE TO A WIRE GATE ON THE RIGHT.
 ML1131'ON THE RIGHT.  BEAR LEFT AND GO SOUTHERLY FOR 0.1 MILE TO
 ML1131'THE TOP OF A RIDGE.  TURN RIGHT AND GO WEST ALONG THE TOP OF
 ML1131'RIDGE FOR 0.2 MILE TO THE STATION ON THE TOP OF A SMALL
 ML1131'KNOLL.
 ML1131'
 ML1131'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 ML1131'BURWELL 1949, CEMENTED IN THE TOP OF A 6-INCH SQUARE CONCRETE
 ML1131'POST THAT PROJECTS 12-INCHES.  IT IS 23.5 FEET SOUTH OF A FENCE
 ML1131'LINE AND 4.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 ML1131'ATTACHED.
 ML1131'
 ML1131'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 ML1131'DISK STAMPED BURWELL NO 1 1949, CEMENTED IN THE TOP OF A
 ML1131'6-INCH CONCRETE POST THAT PROJECTS 10-INCHES.  IT IS 57.5
 ML1131'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 4
 ML1131'FEET SOUTH OF A FENCE LINE.
 ML1131'
 ML1131'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 ML1131'DISK STAMPED BURWELL NO 2 1949, CEMENTED IN THE TOP OF A
 ML1131'6-INCH SQUARE CONCRETE POST THAT PROJECTS 12-INCHES.  IT
 ML1131'IS 49.5 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 ML1131'AND 2 FEET SOUTH OF A FENCE LINE.
 ML1131'
 ML1131'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURWELL 1949,
 ML1131'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1131'IS FLUSH WITH THE GROUND.  IT IS 18 FEET SOUTH OF THE CENTER
 ML1131'OF THE BLADED ROAD, 3 FEET NORTHWEST OF A METAL WITNESS POST
 ML1131'WITH SIGN ATTACHED AND 1.5 FEET NORTH OF A FENCE LINE.
 ML1131'
 ML1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 ML1131'NORTH OF BURWELL
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1132 ***********************************************************************
 ML1132  DESIGNATION -  BURWELL CABLE TV MAST
 ML1132  PID         -  ML1132
 ML1132  STATE/COUNTY-  NE/GARFIELD
 ML1132  COUNTRY     -  US
 ML1132  USGS QUAD   -  BURWELL SE (2017)
 ML1132
 ML1132                         *CURRENT SURVEY CONTROL
 ML1132  ______________________________________________________________________
 ML1132* NAD 83(1995) POSITION- 41 46 53.00844(N) 099 07 06.70219(W)   ADJUSTED
 ML1132  ______________________________________________________________________
 ML1132  GEOID HEIGHT    -        -23.577 (meters)                     GEOID18
 ML1132  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 ML1132  HORZ ORDER      -  THIRD
 ML1132
 ML1132.The horizontal coordinates were established by classical geodetic methods
 ML1132.and adjusted by the National Geodetic Survey in August 1997.
 ML1132
 ML1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1132.GEOID18 height accuracy estimate available here.
 ML1132
 ML1132.Click photographs - Photos may exist for this station.
 ML1132
 ML1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1132
 ML1132. The following values were computed from the NAD 83(1995) position.
 ML1132
 ML1132;                    North         East     Units Scale Factor Converg.
 ML1132;SPC NE       -   216,658.020   573,254.579   MT  0.99967013   +0 35 02.9
 ML1132;SPC NE       -   710,818.85  1,880,752.73   sFT  0.99967013   +0 35 02.9
 ML1132;UTM  14      - 4,625,511.596   490,150.234   MT  0.99960119   -0 04 44.3
 ML1132
 ML1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9015025511(NAD 83)
 ML1132
 ML1132                          SUPERSEDED SURVEY CONTROL
 ML1132
 ML1132  NAD 83(1986)-  41 46 53.01192(N)    099 07 06.70925(W) AD(       ) 3
 ML1132  NAD 27      -  41 46 53.01340(N)    099 07 05.34609(W) AD(       ) 3
 ML1132
 ML1132.Superseded values are not recommended for survey control.
 ML1132
 ML1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1132.See file dsdata.pdf to determine how the superseded data were derived.
 ML1132
 ML1132_MARKER: 42 = RADIO/TV MAST
 ML1132
 ML1132  HISTORY     - Date     Condition        Report By
 ML1132  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1132
 ML1132                          STATION DESCRIPTION
 ML1132
 ML1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1132'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE BURWELL, CABLE
 ML1132'VISION TELEVISION COMPANY, MAST THAT IS LOCATED AT THE EAST EDGE
 ML1132'OF THE CITY OF BURWELL.  IT IS TRIANGULAR IN CROSS SECTION, PAINTED
 ML1132'IN ALTERNATE BANDS OF RED AND WHITE AND ABOUT 400 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0620 ***********************************************************************
 NN0620  DESIGNATION -  BUSH
 NN0620  PID         -  NN0620
 NN0620  STATE/COUNTY-  NE/BOYD
 NN0620  COUNTRY     -  US
 NN0620  USGS QUAD   -  MONOWI (2017)
 NN0620
 NN0620                         *CURRENT SURVEY CONTROL
 NN0620  ______________________________________________________________________
 NN0620* NAD 83(1995) POSITION- 42 47 51.15620(N) 098 22 25.86189(W)   ADJUSTED
 NN0620* NAVD 88 ORTHO HEIGHT -   517.83  (+/-2cm)     1698.9   (feet) VERTCON
 NN0620  ______________________________________________________________________
 NN0620  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 NN0620  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 NN0620  HORZ ORDER      -  FIRST
 NN0620  VERT ORDER      -  THIRD ? (See Below)
 NN0620
 NN0620.The horizontal coordinates were established by classical geodetic methods
 NN0620.and adjusted by the National Geodetic Survey in August 1997.
 NN0620
 NN0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0620
 NN0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0620.GEOID18 height accuracy estimate available here.
 NN0620
 NN0620.The vertical order pertains to the NGVD 29 superseded value.
 NN0620
 NN0620.Click photographs - Photos may exist for this station.
 NN0620
 NN0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0620
 NN0620. The following values were computed from the NAD 83(1995) position.
 NN0620
 NN0620;                    North         East     Units Scale Factor Converg.
 NN0620;SPC NE       -   330,382.098   633,012.962   MT  0.99991345   +1 04 39.5
 NN0620;SPC NE       - 1,083,928.60  2,076,810.03   sFT  0.99991345   +1 04 39.5
 NN0620;SPC SD S     -    53,461.291   760,288.228   MT  1.00000867   +1 21 06.3
 NN0620;SPC SD S     -   175,397.59  2,494,378.96   sFT  1.00000867   +1 21 06.3
 NN0620;UTM  14      - 4,738,522.827   551,203.736   MT  0.99963225   +0 25 31.5
 NN0620
 NN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0620!SPC NE       -   0.99992285  x   0.99991345  =   0.99983630
 NN0620!SPC SD S     -   0.99992285  x   1.00000867  =   0.99993152
 NN0620!UTM  14      -   0.99992285  x   0.99963225  =   0.99955513
 NN0620
 NN0620:                Primary Azimuth Mark                     Grid Az
 NN0620:SPC NE       -  BUSH AZ MK                               357 46 31.7
 NN0620:SPC SD S     -  BUSH AZ MK                               357 30 04.9
 NN0620:UTM  14      -  BUSH AZ MK                               358 25 39.7
 NN0620
 NN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5120338522(NAD 83)
 NN0620
 NN0620|---------------------------------------------------------------------|
 NN0620| PID    Reference Object                     Distance      Geod. Az  |
 NN0620|                                                           dddmmss.s |
 NN0620| CO2371 BUSH RM 2                            74.633 METERS 18207     |
 NN0620| CO2369 BUSH AZ MK                                         3585111.2 |
 NN0620|---------------------------------------------------------------------|
 NN0620
 NN0620                          SUPERSEDED SURVEY CONTROL
 NN0620
 NN0620  NAD 83(1986)-  42 47 51.16658(N)    098 22 25.86618(W) AD(       ) 1
 NN0620  NAD 27      -  42 47 51.17200(N)    098 22 24.57900(W) AD(       ) 1
 NN0620  NGVD 29             517.56   (m)         1698.0    (f) LEVELING    3  
 NN0620
 NN0620.Superseded values are not recommended for survey control.
 NN0620
 NN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0620.See file dsdata.pdf to determine how the superseded data were derived.
 NN0620
 NN0620_MARKER: DS = TRIANGULATION STATION DISK
 NN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0620
 NN0620  HISTORY     - Date     Condition        Report By
 NN0620  HISTORY     - 1940     MONUMENTED       CGS
 NN0620  HISTORY     - 1948     GOOD             CGS
 NN0620
 NN0620                          STATION DESCRIPTION
 NN0620
 NN0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0620'STATION IS LOCATED ABOUT 200 YARDS SOUTH OF THE CENTER OF THE
 NN0620'NW 1/4 OF SECTION 33, T 33 N, R 9 W, 2 MILES SOUTH AND 2.25
 NN0620'MILES WEST OF MONOWI, ON PROPERTY OWNED AND OCCUPIED BY
 NN0620'CLEMENS CHRISTENSEN.
 NN0620'
 NN0620'TO REACH THE STATION FROM MONOWI, GO WEST 3 MILES TO A ROAD
 NN0620'TO THE LEFT, SOUTH.  TURN LEFT AND GO ON MAIN ROAD 2.4 MILES
 NN0620'TO THE AZIMUTH MK. ON THE RIGHT, WEST SIDE OF THE ROAD,
 NN0620'CONTINUE 0.45 MILE TO STATION ON THE LEFT, EAST SIDE OF ROAD
 NN0620'NEAR MR. CHRISTENSENS HOUSE.
 NN0620'
 NN0620'THE STATION MARK IS STAMPED BUSH 1940 AND IS SET 2 INCHES
 NN0620'BELOW THE SURFACE.  IT IS 7 FEET NORTH OF A WHITE REFERENCE
 NN0620'POST, 39 FEET EAST OF THE CENTER OF A DIRT ROAD, 17 FEET EAST
 NN0620'OF A FENCE, 1 FOOT SOUTH OF A FENCE AND 90 FEET NORTH OF THE
 NN0620'NORTHWEST CORNER OF MR. CHRISTENSENS HOUSE.
 NN0620'
 NN0620'REFERENCE MARK 1 IS STAMPED BUSH 1940 NO 1 AND PROJECTS 2
 NN0620'INCHES.  IT IS 8 FEET NORTHEAST OF A SHED, 24 FEET SOUTH OF
 NN0620'A FENCE, 1 FOOT NORTH OF A FENCE AND 3 FEET WEST OF A FENCE
 NN0620'CORNER.
 NN0620'
 NN0620'REFERENCE MARK 2 IS STAMPED BUSH 1940 NO 2 AND PROJECTS 4
 NN0620'INCHES.  IT IS 1 FOOT NORTH OF A FENCE, 7 FEET EAST OF A FENCE
 NN0620'CORNER AND 27 FEET EAST OF THE CENTER OF A DIRT ROAD.
 NN0620'
 NN0620'THE AZIMUTH MARK IS STAMPED BUSH 1940 AND PROJECTS 6 INCHES.
 NN0620'IT IS 2 FEET EAST OF A FENCE, 3 FEET NORTHEAST OF A WHITE
 NN0620'REFERENCE POST AND 19 FEET WEST OF THE CENTER OF A DIRT ROAD.
 NN0620'
 NN0620'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0620
 NN0620                          STATION RECOVERY (1948)
 NN0620
 NN0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0620'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940 AND
 NN0620'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO THE
 NN0620'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 NN0620'DIRECTION TO R.M. NO. 1 WAS NOT TAKEN BECAUSE A SMALL TREE
 NN0620'OBSTRUCTED THE LINE OF SIGHT FROM THE TOP OF THE TOWER.
 NN0620'
 NN0620'THE 1940 DESCRIPTION IS ADEQUATE.
 NN0620'
 NN0620'HEIGHT OF TOWER - 64 FEET.
 NN0620'
 NN0620'HEIGHT OF TOWER - 37 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0621 ***********************************************************************
 MN0621  DESIGNATION -  BUSHNELL
 MN0621  PID         -  MN0621
 MN0621  STATE/COUNTY-  NE/KIMBALL
 MN0621  COUNTRY     -  US
 MN0621  USGS QUAD   -  BUSHNELL (2017)
 MN0621
 MN0621                         *CURRENT SURVEY CONTROL
 MN0621  ______________________________________________________________________
 MN0621* NAD 83(1995) POSITION- 41 09 57.23977(N) 103 54 27.44403(W)   ADJUSTED
 MN0621* NAVD 88 ORTHO HEIGHT -  1584.    (meters)     5197.    (feet) SCALED
 MN0621  ______________________________________________________________________
 MN0621  GEOID HEIGHT    -        -18.459 (meters)                     GEOID18
 MN0621  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 MN0621  HORZ ORDER      -  SECOND
 MN0621
 MN0621.The horizontal coordinates were established by classical geodetic methods
 MN0621.and adjusted by the National Geodetic Survey in August 1997.
 MN0621
 MN0621.The orthometric height was scaled from a topographic map.
 MN0621
 MN0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0621.GEOID18 height accuracy estimate available here.
 MN0621
 MN0621.Click photographs - Photos may exist for this station.
 MN0621
 MN0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0621
 MN0621. The following values were computed from the NAD 83(1995) position.
 MN0621
 MN0621;                    North         East     Units Scale Factor Converg.
 MN0621;SPC NE       -   155,356.510   172,274.947   MT  0.99967610   -2 35 22.5
 MN0621;SPC NE       -   509,698.82    565,205.39   sFT  0.99967610   -2 35 22.5
 MN0621;UTM  13      - 4,557,748.865   591,640.560   MT  0.99970336   +0 43 08.8
 MN0621
 MN0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0621!SPC NE       -   0.99975453  x   0.99967610  =   0.99943071
 MN0621!UTM  13      -   0.99975453  x   0.99970336  =   0.99945796
 MN0621
 MN0621:                Primary Azimuth Mark                     Grid Az
 MN0621:SPC NE       -  BUSHNELL AZ MK                           284 58 17.9
 MN0621:UTM  13      -  BUSHNELL AZ MK                           281 39 46.6
 MN0621
 MN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9164057748(NAD 83)
 MN0621
 MN0621|---------------------------------------------------------------------|
 MN0621| PID    Reference Object                     Distance      Geod. Az  |
 MN0621|                                                           dddmmss.s |
 MN0621| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.16.6 KM 0412118.9 |
 MN0621| CP6728 BUSHNELL RM 1                        16.297 METERS 09731     |
 MN0621| CP6727 BUSHNELL AZ MK                                     2822255.4 |
 MN0621| CP6729 BUSHNELL RM 2                        14.940 METERS 32450     |
 MN0621|---------------------------------------------------------------------|
 MN0621
 MN0621                          SUPERSEDED SURVEY CONTROL
 MN0621
 MN0621  NAD 83(1993)-  41 09 57.23948(N)    103 54 27.44387(W) AD(       ) 2
 MN0621  NAD 83(1986)-  41 09 57.23201(N)    103 54 27.44277(W) AD(       ) 2
 MN0621  NAD 27      -  41 09 57.29860(N)    103 54 25.63270(W) AD(       ) 2
 MN0621
 MN0621.Superseded values are not recommended for survey control.
 MN0621
 MN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0621.See file dsdata.pdf to determine how the superseded data were derived.
 MN0621
 MN0621_MARKER: DS = TRIANGULATION STATION DISK
 MN0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0621_STAMPING: BUSHNELL 1960
 MN0621_MARK LOGO: CGS
 MN0621_PROJECTION: FLUSH
 MN0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0621+STABILITY: SURFACE MOTION
 MN0621
 MN0621  HISTORY     - Date     Condition        Report By
 MN0621  HISTORY     - 1960     MONUMENTED       CGS
 MN0621  HISTORY     - 1963     GOOD             CGS
 MN0621
 MN0621                          STATION DESCRIPTION
 MN0621
 MN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0621'THE STATION IS LOCATED 9 MILES EAST-SOUTHEAST OF PINE BLUFFS
 MN0621'AND 4-1/2 MILES SOUTH-SOUTHEAST OF BUSHNELL.  IT IS NEAR THE
 MN0621'NORTHWEST END OF THE MOST SOUTHERLY OF TWO PROMINENT HILLS IN
 MN0621'AN OPEN PASTURE IN THE CENTER OF THE SW 1/4 OF SECTION 19,
 MN0621'T. 14 N., R. 57 W., ON LAND OWNED BY MRS. ELIZABETH GADEKEN.
 MN0621'
 MN0621'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL GO
 MN0621'WEST ON U.S. HIGHWAY 30 FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN
 MN0621'LEFT, SOUTH, AND GO 2.75 MILES TO THE AZIMUTH MARK ON THE
 MN0621'LEFT AS DESCRIBED, NEAR A SIDE ROAD LEFT.  TURN LEFT, EAST,
 MN0621'ALONG THE NORTH SIDE OF A FENCE AND GO 0.9 MILE TO A WIRE GATE.
 MN0621'PASS THROUGH THE WIRE GATE, THENCE TURN A SHARP RIGHT PASSING
 MN0621'THROUGH ANOTHER WIRE GATE AND GO SOUTHEAST ACROSS AN OPEN
 MN0621'PASTURE FOR 0.4 MILE TO THE SECOND HILL AND THE STATION AS
 MN0621'DESCRIBED.
 MN0621'
 MN0621'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0621'INCH SQUARE MONUMENT, SET FLUSH AND IS STAMPED BUSHNELL 1960.
 MN0621'
 MN0621'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0621'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 MN0621'IS SET NEAR THE NORTHEAST EDGE OF THE HILL AND IS STAMPED
 MN0621'BUSHNELL NO 1 1960.
 MN0621'
 MN0621'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0621'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 MN0621'IS SET ON THE NORTHWEST EDGE OF THE HILL AND IS STAMPED
 MN0621'BUSHNELL NO 2 1960.
 MN0621'
 MN0621'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 93.89 FEET.
 MN0621'
 MN0621'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0621'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 MN0621'STAMPED BUSHNELL 1960.  IT IS 36 FEET EAST OF THE CENTER OF
 MN0621'A GRAVEL ROAD, 24 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 MN0621'1 FOOT EAST OF A METAL WITNESS POST.
 MN0621'
 MN0621'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0621
 MN0621                          STATION RECOVERY (1963)
 MN0621
 MN0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0621'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 MN0621'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 MN0621'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 MN0621'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MN0621'
 MN0621'THE TO REACH IS ENTIRELY ADEQUATE.
 MN0621'
 MN0621'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0622 ***********************************************************************
 MN0622  DESIGNATION -  BUSHNELL MUNICIPAL TANK
 MN0622  PID         -  MN0622
 MN0622  STATE/COUNTY-  NE/KIMBALL
 MN0622  COUNTRY     -  US
 MN0622  USGS QUAD   -  BUSHNELL (2017)
 MN0622
 MN0622                         *CURRENT SURVEY CONTROL
 MN0622  ______________________________________________________________________
 MN0622* NAD 83(1995) POSITION- 41 13 58.54791(N) 103 53 33.57739(W)   ADJUSTED
 MN0622  ______________________________________________________________________
 MN0622  GEOID HEIGHT    -        -18.409 (meters)                     GEOID18
 MN0622  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 MN0622  HORZ ORDER      -  THIRD
 MN0622
 MN0622.The horizontal coordinates were established by classical geodetic methods
 MN0622.and adjusted by the National Geodetic Survey in August 1997.
 MN0622
 MN0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0622.GEOID18 height accuracy estimate available here.
 MN0622
 MN0622.Click photographs - Photos may exist for this station.
 MN0622
 MN0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0622
 MN0622. The following values were computed from the NAD 83(1995) position.
 MN0622
 MN0622;                    North         East     Units Scale Factor Converg.
 MN0622;SPC NE       -   162,734.131   173,863.953   MT  0.99966988   -2 34 46.8
 MN0622;SPC NE       -   533,903.56    570,418.65   sFT  0.99966988   -2 34 46.8
 MN0622;UTM  13      - 4,565,206.144   592,801.096   MT  0.99970599   +0 43 47.7
 MN0622
 MN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9280165206(NAD 83)
 MN0622
 MN0622                          SUPERSEDED SURVEY CONTROL
 MN0622
 MN0622  NAD 83(1993)-  41 13 58.54760(N)    103 53 33.57704(W) AD(       ) 3
 MN0622  NAD 83(1986)-  41 13 58.53974(N)    103 53 33.57560(W) AD(       ) 3
 MN0622  NAD 27      -  41 13 58.60700(N)    103 53 31.76700(W) AD(       ) 3
 MN0622
 MN0622.Superseded values are not recommended for survey control.
 MN0622
 MN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0622.See file dsdata.pdf to determine how the superseded data were derived.
 MN0622
 MN0622_MARKER: 53 = ELEVATED TANK
 MN0622
 MN0622  HISTORY     - Date     Condition        Report By
 MN0622  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0622
 MN0622                          STATION DESCRIPTION
 MN0622
 MN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0622'THE STATION IS THE VENT OF A WATER TANK WHICH IS LOCATED AT
 MN0622'THE FIRE STATION IN THE NORTH PART OF BUSHNELL.
 MN0622'
 MN0622'THE TANK IS A SLENDER STRUCTURE, SUPPORTED BY FOUR LEGS,
 MN0622'PAINTED SILVER, HAS THE BLACK LETTERS BUSHNELL ON THE SOUTH
 MN0622'SIDE, A FIRE SIREN AND CAGE ON THE TOP AND 100 FEET IN HEIGHT.
 MN0622'
 MN0622'THE VENT DIRECTLY BENEATH THE CAGE WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0727 ***********************************************************************
 NN0727  DESIGNATION -  BUTLER
 NN0727  PID         -  NN0727
 NN0727  STATE/COUNTY-  NE/HOLT
 NN0727  COUNTRY     -  US
 NN0727  USGS QUAD   -  STUART NW (2017)
 NN0727
 NN0727                         *CURRENT SURVEY CONTROL
 NN0727  ______________________________________________________________________
 NN0727* NAD 83(1995) POSITION- 42 41 13.39682(N) 099 12 14.92531(W)   ADJUSTED
 NN0727* NAVD 88 ORTHO HEIGHT -   673.    (meters)     2208.    (feet) SCALED
 NN0727  ______________________________________________________________________
 NN0727  GEOID HEIGHT    -        -24.112 (meters)                     GEOID18
 NN0727  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 NN0727  HORZ ORDER      -  SECOND
 NN0727
 NN0727.The horizontal coordinates were established by classical geodetic methods
 NN0727.and adjusted by the National Geodetic Survey in August 1997.
 NN0727
 NN0727.The orthometric height was scaled from a topographic map.
 NN0727
 NN0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0727.GEOID18 height accuracy estimate available here.
 NN0727
 NN0727.Click photographs - Photos may exist for this station.
 NN0727
 NN0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0727
 NN0727. The following values were computed from the NAD 83(1995) position.
 NN0727
 NN0727;                    North         East     Units Scale Factor Converg.
 NN0727;SPC NE       -   317,158.712   565,213.783   MT  0.99987158   +0 31 38.7
 NN0727;SPC NE       - 1,040,544.87  1,854,372.22   sFT  0.99987158   +0 31 38.7
 NN0727;UTM  14      - 4,726,083.903   483,276.203   MT  0.99960344   -0 08 18.3
 NN0727
 NN0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0727!SPC NE       -   0.99989821  x   0.99987158  =   0.99976980
 NN0727!UTM  14      -   0.99989821  x   0.99960344  =   0.99950169
 NN0727
 NN0727:                Primary Azimuth Mark                     Grid Az
 NN0727:SPC NE       -  BUTLER AZ MK                             197 30 52.2
 NN0727:UTM  14      -  BUTLER AZ MK                             198 10 49.2
 NN0727
 NN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8327626083(NAD 83)
 NN0727
 NN0727|---------------------------------------------------------------------|
 NN0727| PID    Reference Object                     Distance      Geod. Az  |
 NN0727|                                                           dddmmss.s |
 NN0727| CO2377 BUTLER RM 2                          10.901 METERS 00103     |
 NN0727| NN0724 STUART MUNICIPAL TANK               APPROX.11.0 KM 1530037.3 |
 NN0727| CO2375 BUTLER AZ MK                                       1980230.9 |
 NN0727| CO2376 BUTLER RM 1                          16.752 METERS 26635     |
 NN0727|---------------------------------------------------------------------|
 NN0727
 NN0727                          SUPERSEDED SURVEY CONTROL
 NN0727
 NN0727  NAD 83(1986)-  42 41 13.40218(N)    099 12 14.93327(W) AD(       ) 2
 NN0727  NAD 27      -  42 41 13.40000(N)    099 12 13.56700(W) AD(       ) 2
 NN0727
 NN0727.Superseded values are not recommended for survey control.
 NN0727
 NN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0727.See file dsdata.pdf to determine how the superseded data were derived.
 NN0727
 NN0727_MARKER: DS = TRIANGULATION STATION DISK
 NN0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0727
 NN0727  HISTORY     - Date     Condition        Report By
 NN0727  HISTORY     - 1949     MONUMENTED       CGS
 NN0727
 NN0727                          STATION DESCRIPTION
 NN0727
 NN0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0727'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 3.0 MILES WEST
 NN0727'OF STUART AND ABOUT 6.0 MILES NORTH AND 6.5 MILES EAST OF NEWPORT
 NN0727'ON THE HIGHEST SAND HILL IN THE IMMEDIATE VICINITY.  IT IS 6.5
 NN0727'FEET NORTH-NORTHWEST OF A WITNESS POST.  IT PROJECTS 2 INCHES
 NN0727'AND IS STAMPED BUTLER 1949.
 NN0727'
 NN0727'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL ABOUT
 NN0727'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0727'5 INCHES AND IS STAMPED BUTLER NO 1 1949.
 NN0727'
 NN0727'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NN0727'IT PROJECTS 3 INCHES AND IS STAMPED BUTLER NO 2 1949.
 NN0727'
 NN0727'THE AZIMUTH MARK IS 77.8 FEET NORTH OF A T FENCE CORNER BETWEEN
 NN0727'TWO WIRE GATES, 13.0 FEET EAST OF THE CENTER OF A TRAIL ROAD,
 NN0727'2.6 FEET NORTH OF A WITNESS POST AND IS DIRECTLY UNDER A
 NN0727'NORTH-SOUTH FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED BUTLER
 NN0727'1949.
 NN0727'
 NN0727'TO REACH THE STATION FROM THE POST OFFICE IN STUART, GO NORTH
 NN0727'ON MAIN ROAD FOR 0.7 OF A MILE TO A T INTERSECTION, TURN LEFT
 NN0727'AND GO WEST FOR 3.35 MILES TO A CROSSROAD, TURN RIGHT AND GO
 NN0727'NORTH FOR 4.9 MILES TO A SMALL WHITE HOUSE ON THE LEFT, CONTINUE
 NN0727'NORTH ON A TRACK ROAD FOR 0.25 OF A MILE TO TWO WIRE GATES,
 NN0727'PASS THROUGH THE RIGHT HAND GATE TO THE AZIMUTH MARK ON THE LEFT
 NN0727'AS DESCRIBED, CONTINUE STRAIGHT AHEAD ALONG THE EAST SIDE OF
 NN0727'THE FENCE FOR 0.4 OF A MILE AND THEN BEAR RIGHT AND GO
 NN0727'NORTHEAST FOR 0.15 OF A MILE TO THE TOP OF A SAND HILL AND THE
 NN0727'STATION AS DESCRIBED.
 NN0727'
 NN0727'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'AN 87 FOOT SIGNAL AT STATION BM W 219 IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0710 ***********************************************************************
 NN0710  DESIGNATION -  BUTTE
 NN0710  PID         -  NN0710
 NN0710  STATE/COUNTY-  NE/BOYD
 NN0710  COUNTRY     -  US
 NN0710  USGS QUAD   -  BUTTE (2017)
 NN0710
 NN0710                         *CURRENT SURVEY CONTROL
 NN0710  ______________________________________________________________________
 NN0710* NAD 83(1995) POSITION- 42 54 07.46733(N) 098 51 01.75765(W)   ADJUSTED
 NN0710* NAVD 88 ORTHO HEIGHT -   580.    (meters)     1903.    (feet) SCALED
 NN0710  ______________________________________________________________________
 NN0710  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 NN0710  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 NN0710  HORZ ORDER      -  FIRST
 NN0710
 NN0710.The horizontal coordinates were established by classical geodetic methods
 NN0710.and adjusted by the National Geodetic Survey in August 1997.
 NN0710
 NN0710.The orthometric height was scaled from a topographic map.
 NN0710
 NN0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0710.GEOID18 height accuracy estimate available here.
 NN0710
 NN0710.Click photographs - Photos may exist for this station.
 NN0710
 NN0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0710
 NN0710. The following values were computed from the NAD 83(1995) position.
 NN0710
 NN0710;                    North         East     Units Scale Factor Converg.
 NN0710;SPC NE       -   341,366.797   593,874.171   MT  0.99995655   +0 45 42.4
 NN0710;SPC NE       - 1,119,967.57  1,948,402.18   sFT  0.99995655   +0 45 42.4
 NN0710;SPC SD S     -    64,263.710   721,096.144   MT  0.99998443   +1 01 22.6
 NN0710;SPC SD S     -   210,838.52  2,365,796.27   sFT  0.99998443   +1 01 22.6
 NN0710;UTM  14      - 4,749,951.243   512,205.793   MT  0.99960183   +0 06 06.4
 NN0710
 NN0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0710!SPC NE       -   0.99991302  x   0.99995655  =   0.99986957
 NN0710!SPC SD S     -   0.99991302  x   0.99998443  =   0.99989745
 NN0710!UTM  14      -   0.99991302  x   0.99960183  =   0.99951488
 NN0710
 NN0710:                Primary Azimuth Mark                     Grid Az
 NN0710:SPC NE       -  BUTTE AZ MK                              100 24 01.9
 NN0710:SPC SD S     -  BUTTE AZ MK                              100 08 21.7
 NN0710:UTM  14      -  BUTTE AZ MK                              101 03 37.9
 NN0710
 NN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1220549951(NAD 83)
 NN0710
 NN0710|---------------------------------------------------------------------|
 NN0710| PID    Reference Object                     Distance      Geod. Az  |
 NN0710|                                                           dddmmss.s |
 NN0710| NN0711 BUTTE MUNICIPAL TANK                APPROX. 1.2 KM 0092958.3 |
 NN0710| CO2379 BUTTE RM 1                            8.223 METERS 03610     |
 NN0710| CO2378 BUTTE AZ MK                                        1010944.3 |
 NN0710| NN0697 SPENCER MUNICIPAL TANK              APPROX.12.6 KM 1055806.1 |
 NN0710| CO2380 BUTTE RM 2                            6.471 METERS 19846     |
 NN0710| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.14.9 KM 3462333.1 |
 NN0710|---------------------------------------------------------------------|
 NN0710
 NN0710                          SUPERSEDED SURVEY CONTROL
 NN0710
 NN0710  NAD 83(1986)-  42 54 07.47492(N)    098 51 01.76489(W) AD(       ) 1
 NN0710  NAD 27      -  42 54 07.48100(N)    098 51 00.44300(W) AD(       ) 1
 NN0710
 NN0710.Superseded values are not recommended for survey control.
 NN0710
 NN0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0710.See file dsdata.pdf to determine how the superseded data were derived.
 NN0710
 NN0710_MARKER: DS = TRIANGULATION STATION DISK
 NN0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0710_STAMPING: BUTTE 1940
 NN0710_MARK LOGO: CGS
 NN0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0710+STABILITY: SURFACE MOTION
 NN0710
 NN0710  HISTORY     - Date     Condition        Report By
 NN0710  HISTORY     - 1940     MONUMENTED       CGS
 NN0710
 NN0710                          STATION DESCRIPTION
 NN0710
 NN0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0710'STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERLY OF TWO
 NN0710'ROCKY BUTTES, 0.75 MILE SOUTH OF BUTTE, NEBR., AND ABOUT
 NN0710'100 YARDS NORTH OF THE CENTER OF SEC. 21, T. 34 N., R. 13 W.
 NN0710'
 NN0710'TO REACH THE STATION FROM BUTTE, GO SOUTH ON STATE HIGHWAY
 NN0710'12 FOR 0.75 MILE TO A SECTION-LINE ROAD TO THE RIGHT (WEST)
 NN0710'(THE AZIMUTH MARK IS JUST SOUTH OF THIS CORNER), TURN RIGHT
 NN0710'AND GO 0.4 MILE TO A GATE IN A FENCE ON THE RIGHT, TURN RIGHT
 NN0710'THROUGH FENCE AND GO 0.2 MILE NORTHWEST TO THE TOP OF THE BUTTE
 NN0710'AND STATION.
 NN0710'
 NN0710'THE STATION MARK IS STAMPED BUTTE 1940 AND PROJECTS 10 INCHES.
 NN0710'IT IS IN THE APPROXIMATE CENTER OF THE BUTTE.
 NN0710'
 NN0710'REFERENCE MARK NO. 1 IS STAMPED BUTTE NO. 1 1940 AND IS SET
 NN0710'FLUSH IN A LARGE BOULDER AT THE NORTHEAST EDGE OF THE BUTTE.
 NN0710'
 NN0710'REFERENCE MARK NO. 2 IS STAMPED BUTTE NO. 2 1940 AND IS SET
 NN0710'FLUSH IN BEDROCK AT THE SOUTH EDGE OF THE BUTTE.
 NN0710'
 NN0710'THE AZIMUTH MARK IS STAMPED BUTTE 1940 AND PROJECTS 6 INCHES.
 NN0710'IT IS 1 FOOT EAST OF A FENCE, 36 FEET WEST OF THE CENTER OF
 NN0710'STATE HIGHWAY 12, AND 22 FEET SOUTH OF A FENCE CORNER AT THE
 NN0710'SECTION-LINE ROAD.
 NN0710'
 NN0710'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0284 ***********************************************************************
 NN0284  DESIGNATION -  BUTTE MAG STA
 NN0284  PID         -  NN0284
 NN0284  STATE/COUNTY-  NE/BOYD
 NN0284  COUNTRY     -  US
 NN0284  USGS QUAD   -  BUTTE (2017)
 NN0284
 NN0284                         *CURRENT SURVEY CONTROL
 NN0284  ______________________________________________________________________
 NN0284* NAD 83(1995) POSITION- 42 54 40.92706(N) 098 50 55.46158(W)   ADJUSTED
 NN0284* NAVD 88 ORTHO HEIGHT -   552.248 (meters)     1811.83  (feet) ADJUSTED
 NN0284  ______________________________________________________________________
 NN0284  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 NN0284  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 NN0284  DYNAMIC HEIGHT  -        552.046 (meters)     1811.17  (feet) COMP
 NN0284  MODELED GRAVITY -    980,239.2   (mgal)                       NAVD 88
 NN0284
 NN0284  HORZ ORDER      -  FIRST
 NN0284  VERT ORDER      -  FIRST     CLASS II
 NN0284
 NN0284.The horizontal coordinates were established by classical geodetic methods
 NN0284.and adjusted by the National Geodetic Survey in August 1997.
 NN0284
 NN0284.The orthometric height was determined by differential leveling and
 NN0284.adjusted by the NATIONAL GEODETIC SURVEY
 NN0284.in June 1991.
 NN0284
 NN0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0284.GEOID18 height accuracy estimate available here.
 NN0284
 NN0284.Click photographs - Photos may exist for this station.
 NN0284
 NN0284.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0284
 NN0284.The dynamic height is computed by dividing the NAVD 88
 NN0284.geopotential number by the normal gravity value computed on the
 NN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0284.degrees latitude (g = 980.6199 gals.).
 NN0284
 NN0284.The modeled gravity was interpolated from observed gravity values.
 NN0284
 NN0284. The following values were computed from the NAD 83(1995) position.
 NN0284
 NN0284;                    North         East     Units Scale Factor Converg.
 NN0284;SPC NE       -   342,401.083   594,003.239   MT  0.99996054   +0 45 46.6
 NN0284;SPC NE       - 1,123,360.89  1,948,825.63   sFT  0.99996054   +0 45 46.6
 NN0284;SPC SD S     -    65,298.599   721,220.499   MT  0.99998244   +1 01 26.9
 NN0284;SPC SD S     -   214,233.82  2,366,204.25   sFT  0.99998244   +1 01 26.9
 NN0284;UTM  14      - 4,750,983.606   512,346.715   MT  0.99960188   +0 06 10.8
 NN0284
 NN0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0284!SPC NE       -   0.99991742  x   0.99996054  =   0.99987796
 NN0284!SPC SD S     -   0.99991742  x   0.99998244  =   0.99989986
 NN0284!UTM  14      -   0.99991742  x   0.99960188  =   0.99951933
 NN0284
 NN0284:                Primary Azimuth Mark                     Grid Az
 NN0284:SPC NE       -  BUTTE MAG STA AZ MK                      253 53 01.2
 NN0284:SPC SD S     -  BUTTE MAG STA AZ MK                      253 37 20.9
 NN0284:UTM  14      -  BUTTE MAG STA AZ MK                      254 32 37.0
 NN0284
 NN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1234650983(NAD 83)
 NN0284
 NN0284|---------------------------------------------------------------------|
 NN0284| PID    Reference Object                     Distance      Geod. Az  |
 NN0284|                                                           dddmmss.s |
 NN0284| NN0711 BUTTE MUNICIPAL TANK                190.256 METERS 01826     |
 NN0284| NN0697 SPENCER MUNICIPAL TANK              APPROX.12.8 KM 1103624.4 |
 NN0284| CO2793 BUTTE MAG STA RM 1                   18.668 METERS 13516     |
 NN0284| CO2794 BUTTE MAG STA RM 2                   17.304 METERS 22124     |
 NN0284| CO2792 BUTTE MAG STA AZ MK                                2543847.8 |
 NN0284| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.20.2 KM 3354749.9 |
 NN0284| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.13.9 KM 3444912.8 |
 NN0284|---------------------------------------------------------------------|
 NN0284
 NN0284                          SUPERSEDED SURVEY CONTROL
 NN0284
 NN0284  NAD 83(1986)-  42 54 40.93457(N)    098 50 55.46890(W) AD(       ) 1
 NN0284  NAD 27      -  42 54 40.94200(N)    098 50 54.14700(W) AD(       ) 1
 NN0284  NGVD 29 (??/??/92)  551.950  (m)         1810.86   (f) ADJ UNCH    1 2
 NN0284
 NN0284.Superseded values are not recommended for survey control.
 NN0284
 NN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0284.See file dsdata.pdf to determine how the superseded data were derived.
 NN0284
 NN0284_MARKER: DM = MAGNETIC STATION DISK
 NN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0284_STAMPING: BUTTE MAG STA 1940
 NN0284_MARK LOGO: CGS
 NN0284_PROJECTION: FLUSH
 NN0284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0284+STABILITY: SURFACE MOTION
 NN0284
 NN0284  HISTORY     - Date     Condition        Report By
 NN0284  HISTORY     - 1940     MONUMENTED       CGS
 NN0284  HISTORY     - 1933     GOOD             CGS
 NN0284  HISTORY     - 1936     GOOD             CGS
 NN0284  HISTORY     - 19971018 GOOD             LOCSUR
 NN0284
 NN0284                          STATION DESCRIPTION
 NN0284
 NN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0284'STATION IS LOCATED IN BUTTE, IN THE SOUTHWEST CORNER OF THE
 NN0284'COURTHOUSE SQUARE, 111 FEET SOUTHWEST OF THE SOUTHWEST
 NN0284'CORNER OF THE COURTHOUSE BUILDING, 28.8 FEET NORTH OF THE
 NN0284'NORTH EDGE OF SIDEWALK ON SOUTH SIDE OF SQUARE, 43.4 FEET
 NN0284'NORTH OF FACE OF NORTH CURB, 53.5 FEET EAST OF EAST EDGE OF
 NN0284'WEST WALK, AND 66.8 FEET EAST OF FACE OF EAST CURB OF MAIN
 NN0284'STREET.  MARK IS A STANDARD MAGNETIC STATION DISK WHICH WAS
 NN0284'STAMPED BUTTE MAG. STA. 1940 BY THIS PARTY.  MARK IS 10- BY
 NN0284'10-INCHES SQUARE, FLUSH WITH THE GROUND.
 NN0284'
 NN0284'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION SET IN NORTH
 NN0284'CURB OF STREET ON SOUTH SIDE OF COURTHOUSE SQUARE, 110 FEET
 NN0284'EAST OF EAST CURB OF MAIN STREET.  DISK IS STAMPED BUTTE MAG.
 NN0284'STA. R.M. 1 1940.
 NN0284'
 NN0284'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION SET IN NORTH
 NN0284'CURB OF STREET ON SOUTH SIDE OF COURTHOUSE SQUARE, 30 FEET
 NN0284'EAST OF EAST CURB OF MAIN STREET.  DISK IS STAMPED BUTTE
 NN0284'MAG. STA. R.M. 2 1940.
 NN0284'
 NN0284'AZIMUTH MARK IS WEST BY SOUTH OF STATION, 44 FEET NORTH OF THE
 NN0284'NORTH FENCE OF THE BUTTE LIVESTOCK MARKET, IN THE EAST SIDE
 NN0284'OF A YARD, 78 FEET EAST BY SOUTH FROM THE SOUTHEAST CORNER
 NN0284'OF A SMALL WHITE HOUSE.  MARK IS 4-1/2 FEET WEST OF A NORTH-SOUTH
 NN0284'BARNYARD FENCE, 11-1/2 FEET NORTH-NORTHEAST OF BARNYARD FENCE
 NN0284'CORNER AND PROJECTS 7 INCHES.  DISK IS STAMPED BUTTE MAG.
 NN0284'STA. 1940.  TO REACH MARK FROM SOUTHWEST CORNER OF COURTHOUSE
 NN0284'SQUARE, GO SOUTH 1 BLOCK, TURN WEST AND GO 0.3 MILE TO MARK
 NN0284'ON RIGHT.
 NN0284'
 NN0284'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NN0284
 NN0284                          STATION RECOVERY (1933)
 NN0284
 NN0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NN0284'AT BUTTE.
 NN0284'AT BUTTE, BOYD COUNTY, AT THE COUNTY COURTHOUSE, IN THE SOUTHWEST
 NN0284'CORNER OF THE YARD, 16 YARDS EAST OF THE WEST WALK, AND 9 YARDS
 NN0284'NORTH OF THE SOUTH WALK.  A STANDARD MAGNETIC-STATION DISK,
 NN0284'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NN0284
 NN0284                          STATION RECOVERY (1936)
 NN0284
 NN0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 NN0284'RECOVERED IN GOOD CONDITION.
 NN0284
 NN0284                          STATION RECOVERY (1997)
 NN0284
 NN0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0284'STATION IS LOCATED IN THE SOUTHWESTERLY PART OF THE BOYD COUNTY
 NN0284'COURTHOUSE GROUNDS IN BUTTE.  67.5 FEET (20.6 M) SOUTHWEST OF THE
 NN0284'SOUTHWEST CORNER OF THE MAIN COURTHOUSE BUILDING, 5 FEET (1.5 M) EAST
 NN0284'FROM THE PROLONGATION OF THE WEST FACE OF THE MAIN COURTHOUSE
 NN0284'BUILDING, 28.7 FEET (8.7 M) NORTH OF THE NORTH EDGE OF A CONCRETE
 NN0284'SIDEWALK, 42.8 FEET (13.0 M) NORTH FROM THE NORTH CURB OF AN EAST-WEST
 NN0284'STREET ALONG THE SOUTH SIDE OF THE COURTHOUSE SQUARE, 52.7 FEET (16.1
 NN0284'M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 66.7 FEET (20.3 M)
 NN0284'EAST OF THE EAST CURB OF A NORTH-SOUTH STREET ALONG THE WEST SIDE OF
 NN0284'THE COURTHOUSE SQUARE, 14.5 FEET (4.4 M) SOUTHWEST OF THE SOUTHWEST
 NN0284'FACE OF A 24 INCH DIAMETER ASH TREE, 27.2 FEET (8.3 M) NORTHWEST OF
 NN0284'THE NORTHWEST FACE OF A HACKBERRY TREE, 61.3 FEET (18.7 M) NORTHWEST
 NN0284'OF REFERENCE MARK NO 1 WHICH IS A STANDARD BRASS DISK SET IN THE NORTH
 NN0284'CURB OF AN EAST-WEST STREET, 56.8 FEET (17.3 M) NORTHEAST OF REFERENCE
 NN0284'MARK NO 2 WHICH IS A STANDARD BRASS DISK SET IN THE NORTH CURB OF AN
 NN0284'EAST-WEST STREET.  STATION IS A STANDARD USC AND GS MAGNETIC BRASS
 NN0284'DISK 1 FOOT (0.3 M) BELOW THE GRASS LAWN AND STAMPED BUTTE MAG STA
 NN0284'1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0711 ***********************************************************************
 NN0711  DESIGNATION -  BUTTE MUNICIPAL TANK
 NN0711  PID         -  NN0711
 NN0711  STATE/COUNTY-  NE/BOYD
 NN0711  COUNTRY     -  US
 NN0711  USGS QUAD   -  BUTTE (2017)
 NN0711
 NN0711                         *CURRENT SURVEY CONTROL
 NN0711  ______________________________________________________________________
 NN0711* NAD 83(1995) POSITION- 42 54 46.77301(N) 098 50 52.80992(W)   ADJUSTED
 NN0711  ______________________________________________________________________
 NN0711  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 NN0711  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 NN0711  HORZ ORDER      -  THIRD
 NN0711
 NN0711.The horizontal coordinates were established by classical geodetic methods
 NN0711.and adjusted by the National Geodetic Survey in August 1997.
 NN0711
 NN0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0711.GEOID18 height accuracy estimate available here.
 NN0711
 NN0711.Click photographs - Photos may exist for this station.
 NN0711
 NN0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0711
 NN0711. The following values were computed from the NAD 83(1995) position.
 NN0711
 NN0711;                    North         East     Units Scale Factor Converg.
 NN0711;SPC NE       -   342,582.259   594,060.975   MT  0.99996124   +0 45 48.3
 NN0711;SPC NE       - 1,123,955.29  1,949,015.05   sFT  0.99996124   +0 45 48.3
 NN0711;SPC SD S     -    65,480.040   721,277.409   MT  0.99998209   +1 01 28.8
 NN0711;SPC SD S     -   214,829.10  2,366,390.97   sFT  0.99998209   +1 01 28.8
 NN0711;UTM  14      - 4,751,164.040   512,406.512   MT  0.99960189   +0 06 12.6
 NN0711
 NN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1240651164(NAD 83)
 NN0711
 NN0711                          SUPERSEDED SURVEY CONTROL
 NN0711
 NN0711  NAD 83(1986)-  42 54 46.78349(N)    098 50 52.81610(W) AD(       ) 3
 NN0711  NAD 27      -  42 54 46.79000(N)    098 50 51.49400(W) AD(       ) 3
 NN0711
 NN0711.Superseded values are not recommended for survey control.
 NN0711
 NN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0711.See file dsdata.pdf to determine how the superseded data were derived.
 NN0711
 NN0711_MARKER: 53 = ELEVATED TANK
 NN0711
 NN0711  HISTORY     - Date     Condition        Report By
 NN0711  HISTORY     - 1940     FIRST OBSERVED   CGS
 NN0711  HISTORY     - 1948     GOOD             CGS
 NN0711
 NN0711                          STATION DESCRIPTION
 NN0711
 NN0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0711'BUTTE MUNICIPAL WATER TANK IS IN THE CITY OF BUTTE, ONE BLOCK
 NN0711'EAST OF MAIN STREET, ON THE SOUTHWEST CORNER OF WALNUT AND
 NN0711'WILSON STREETS.
 NN0711'
 NN0711'THE TANK AND SUPPORTING TOWER OF FOUR LEGS ARE BUILT OF
 NN0711'STRUCTURAL STEEL, THE TANK PAINTED ALUMINUM, THE SUPPORTING
 NN0711'TOWER PAINTED BLACK.  THE TANK HAS BUTTE PAINTED ON THE EAST
 NN0711'AND WEST SIDES.  THE ENTIRE STRUCTURE IS 110 FEET HIGH AND HAS
 NN0711'A LIGHT CENTERED AT THE TOP.
 NN0711
 NN0711                          STATION RECOVERY (1948)
 NN0711
 NN0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0711'THE STATION IS LOCATED IN THE TOWN OF BUTTE, 1/2 BLOCK NORTH
 NN0711'AND 1 BLOCK EAST OF THE POST OFFICE, AND 40 FEET SOUTH OF AN
 NN0711'EAST-WEST STREET.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 100
 NN0711'FEET HIGH, AND ABOUT 35 FEET SQUARE AT THE BASE.  THE LEGS OF
 NN0711'THE TANK ARE PAINTED BLACK, AND THE TANK IS PAINTED SILVER.
 NN0711'THE NAME BUTTE IS PAINTED ON THE TANK, AND THERE IS A LIGHT
 NN0711'ON THE TOP.
 NN0711'
 NN0711'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4149 ***********************************************************************
 AB4149  SACS        -  This is a Secondary Airport Control Station.
 AB4149  DESIGNATION -  BVN A
 AB4149  PID         -  AB4149
 AB4149  STATE/COUNTY-  NE/BOONE
 AB4149  COUNTRY     -  US
 AB4149  USGS QUAD   -  ALBION WEST (2017)
 AB4149
 AB4149                         *CURRENT SURVEY CONTROL
 AB4149  ______________________________________________________________________
 AB4149* NAD 83(2011) POSITION- 41 43 32.48374(N) 098 03 11.37520(W)   ADJUSTED
 AB4149* NAD 83(2011) ELLIP HT-   518.293 (meters)        (06/27/12)   ADJUSTED
 AB4149* NAD 83(2011) EPOCH   -  2010.00
 AB4149* NAVD 88 ORTHO HEIGHT -   542.83  (meters)     1780.9   (feet) GPS OBS
 AB4149  ______________________________________________________________________
 AB4149  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4149  GEOID HEIGHT    -        -24.403 (meters)                     GEOID96
 AB4149  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 AB4149  NAD 83(2011) X  -   -667,918.376 (meters)                     COMP
 AB4149  NAD 83(2011) Y  - -4,720,701.664 (meters)                     COMP
 AB4149  NAD 83(2011) Z  -  4,223,258.098 (meters)                     COMP
 AB4149  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 AB4149
 AB4149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4149  Standards:
 AB4149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4149  -------------------------------------------------------------------
 AB4149  NETWORK    0.53   1.23           0.25   0.16   0.63     -0.01351557
 AB4149  -------------------------------------------------------------------
 AB4149  Click here for local accuracies and other accuracy information.
 AB4149
 AB4149.This mark is at Albion Municipal Airport (BVN)
 AB4149
 AB4149.The horizontal coordinates were established by GPS observations
 AB4149.and adjusted by the National Geodetic Survey in June 2012.
 AB4149
 AB4149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4149.been affixed to the stable North American tectonic plate. See 
 AB4149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4149
 AB4149.The horizontal coordinates are valid at the epoch date displayed above
 AB4149.which is a decimal equivalence of Year/Month/Day.
 AB4149
 AB4149.The orthometric height was determined by GPS observations and a
 AB4149.high-resolution geoid model.
 AB4149
 AB4149.GPS derived orthometric heights for airport stations designated as
 AB4149.PACS or SACS are published to 2 decimal places.  This maintains
 AB4149.centimeter relative accuracy between the PACS and SACS.  It does
 AB4149.not indicate centimeter accuracy relative to other marks which are
 AB4149.part of the published vertical control network.
 AB4149
 AB4149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4149.GEOID18 height accuracy estimate available here.
 AB4149
 AB4149.Click photographs - Photos may exist for this station.
 AB4149
 AB4149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4149
 AB4149.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4149
 AB4149.The ellipsoidal height was determined by GPS observations
 AB4149.and is referenced to NAD 83.
 AB4149
 AB4149. The following values were computed from the NAD 83(2011) position.
 AB4149
 AB4149;                    North         East     Units Scale Factor Converg.
 AB4149;SPC NE       -   211,923.091   661,920.274   MT  0.99966593   +1 17 24.6
 AB4149;SPC NE       -   695,284.34  2,171,650.10   sFT  0.99966593   +1 17 24.6
 AB4149;UTM  14      - 4,619,753.727   578,751.344   MT  0.99967632   +0 37 48.8
 AB4149
 AB4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4149!SPC NE       -   0.99991871  x   0.99966593  =   0.99958467
 AB4149!UTM  14      -   0.99991871  x   0.99967632  =   0.99959506
 AB4149
 AB4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7875119753(NAD 83)
 AB4149
 AB4149|---------------------------------------------------------------------|
 AB4149| PID    Reference Object                     Distance      Geod. Az  |
 AB4149|                                                           dddmmss.s |
 AB4149| AB4103 BVN B                               370.667 METERS 33908     |
 AB4149|---------------------------------------------------------------------|
 AB4149
 AB4149                          SUPERSEDED SURVEY CONTROL
 AB4149
 AB4149  NAD 83(2007)-  41 43 32.48370(N)    098 03 11.37591(W) AD(2002.00) 0
 AB4149  ELLIP H (02/10/07)  518.319  (m)                       GP(2002.00)    
 AB4149  ELLIP H (01/02/02)  518.289  (m)                       GP(       ) 4 2
 AB4149  NAD 83(1995)-  41 43 32.48358(N)    098 03 11.37553(W) AD(       ) 1
 AB4149  ELLIP H (09/17/98)  518.348  (m)                       GP(       ) 4 2
 AB4149
 AB4149.Superseded values are not recommended for survey control.
 AB4149
 AB4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4149.See file dsdata.pdf to determine how the superseded data were derived.
 AB4149
 AB4149_MARKER: I = METAL ROD
 AB4149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4149_STAMPING: BVN A 1995
 AB4149_MARK LOGO: NGS
 AB4149_PROJECTION: FLUSH
 AB4149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4149+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 AB4149_ROD/PIPE-DEPTH: 12.3 meters
 AB4149_SLEEVE-DEPTH  : 1 meters
 AB4149
 AB4149  HISTORY     - Date     Condition        Report By
 AB4149  HISTORY     - 1995     MONUMENTED       NGS
 AB4149  HISTORY     - 19970609 GOOD             NGS
 AB4149
 AB4149                          STATION DESCRIPTION
 AB4149
 AB4149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4149'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF LORETTO, 3.6
 AB4149'MI (5.8 KM) NORTHWEST OF ALBION, AT THE ALBION MUNICIPAL AIRPORT, NEAR
 AB4149'THE APPROACH END OF RUNWAY 32 AND IN LINE WITH THE THRESHOLD LIGHTS.
 AB4149'OWNERSHIP--ALBION AIRPORT AUTHORITY, BOX 3, ALBION NE 68620.  AIRPORT
 AB4149'MANAGER IS RON LEVANDER, PHONE (402) 395-2001.  TO REACH THE STATION
 AB4149'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON
 AB4149'THE WEST SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR 3.8 MI
 AB4149'(6.1 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHWEST THEN SOUTHEAST
 AB4149'FOLLOWING THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A
 AB4149'GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHEAST ON A
 AB4149'PAVED TAXIWAY FOR 0.05 MI (0.08 KM) TO A TURN RIGHT, TURN RIGHT AND GO
 AB4149'SOUTHWEST ON TAXIWAY FOR 0.05 MI (0.08 KM) TO A T-JUNCTION, TURN LEFT
 AB4149'AND GO SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 AB4149'PAVEMENT END AND THE STATION ON THE LEFT.  THE STATION IS 170.7 FT
 AB4149'(52.0 M) EAST-NORTHEAST OF THE RUNWAY CENTER AT THE SOUTHEAST END OF
 AB4149'PAVEMENT, 131.5 FT (40.1 M) EAST-NORTHEAST OF A TAXIWAY LIGHT NEXT TO
 AB4149'THE THRESHOLD LIGHTS AND 8.0 FT (2.4 M) SOUTHEAST OF THE SOUTHEAST
 AB4149'CORNER OF THE TAXIWAY PAVEMENT.  THIS STATION TO BE USED AS SACS.
 AB4149
 AB4149                          STATION RECOVERY (1997)
 AB4149
 AB4149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4149'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4103 ***********************************************************************
 AB4103  CBN         -  This is a Cooperative Base Network Control Station.
 AB4103  PACS        -  This is a Primary Airport Control Station.
 AB4103  DESIGNATION -  BVN B
 AB4103  PID         -  AB4103
 AB4103  STATE/COUNTY-  NE/BOONE
 AB4103  COUNTRY     -  US
 AB4103  USGS QUAD   -  ALBION WEST (2017)
 AB4103
 AB4103                         *CURRENT SURVEY CONTROL
 AB4103  ______________________________________________________________________
 AB4103* NAD 83(2011) POSITION- 41 43 43.71003(N) 098 03 17.08774(W)   ADJUSTED
 AB4103* NAD 83(2011) ELLIP HT-   521.126 (meters)        (06/27/12)   ADJUSTED
 AB4103* NAD 83(2011) EPOCH   -  2010.00
 AB4103* NAVD 88 ORTHO HEIGHT -   545.56  (meters)     1789.9   (feet) GPS OBS
 AB4103  ______________________________________________________________________
 AB4103  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4103  GEOID HEIGHT    -        -24.385 (meters)                     GEOID99
 AB4103  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 AB4103  NAD 83(2011) X  -   -668,017.109 (meters)                     COMP
 AB4103  NAD 83(2011) Y  - -4,720,456.984 (meters)                     COMP
 AB4103  NAD 83(2011) Z  -  4,223,518.497 (meters)                     COMP
 AB4103  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 AB4103
 AB4103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4103  Standards:
 AB4103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4103  -------------------------------------------------------------------
 AB4103  NETWORK    0.49   1.23           0.23   0.15   0.63      0.00518056
 AB4103  -------------------------------------------------------------------
 AB4103  Click here for local accuracies and other accuracy information.
 AB4103
 AB4103.This mark is at Albion Municipal Airport (BVN)
 AB4103
 AB4103.The horizontal coordinates were established by GPS observations
 AB4103.and adjusted by the National Geodetic Survey in June 2012.
 AB4103
 AB4103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4103.been affixed to the stable North American tectonic plate. See 
 AB4103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4103
 AB4103.The horizontal coordinates are valid at the epoch date displayed above
 AB4103.which is a decimal equivalence of Year/Month/Day.
 AB4103
 AB4103.The orthometric height was determined by GPS observations and a
 AB4103.high-resolution geoid model.
 AB4103
 AB4103.GPS derived orthometric heights for airport stations designated as
 AB4103.PACS or SACS are published to 2 decimal places.  This maintains
 AB4103.centimeter relative accuracy between the PACS and SACS.  It does
 AB4103.not indicate centimeter accuracy relative to other marks which are
 AB4103.part of the published vertical control network.
 AB4103
 AB4103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4103.GEOID18 height accuracy estimate available here.
 AB4103
 AB4103.Click photographs - Photos may exist for this station.
 AB4103
 AB4103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4103
 AB4103.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4103
 AB4103.The ellipsoidal height was determined by GPS observations
 AB4103.and is referenced to NAD 83.
 AB4103
 AB4103. The following values were computed from the NAD 83(2011) position.
 AB4103
 AB4103;                    North         East     Units Scale Factor Converg.
 AB4103;SPC NE       -   212,266.273   661,780.530   MT  0.99966614   +1 17 20.8
 AB4103;SPC NE       -   696,410.26  2,171,191.62   sFT  0.99966614   +1 17 20.8
 AB4103;UTM  14      - 4,620,098.499   578,615.560   MT  0.99967605   +0 37 45.1
 AB4103
 AB4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4103!SPC NE       -   0.99991827  x   0.99966614  =   0.99958444
 AB4103!UTM  14      -   0.99991827  x   0.99967605  =   0.99959435
 AB4103
 AB4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7861520098(NAD 83)
 AB4103
 AB4103|---------------------------------------------------------------------|
 AB4103| PID    Reference Object                     Distance      Geod. Az  |
 AB4103|                                                           dddmmss.s |
 AB4103| AB4149 BVN A                               370.667 METERS 15908     |
 AB4103|---------------------------------------------------------------------|
 AB4103
 AB4103                          SUPERSEDED SURVEY CONTROL
 AB4103
 AB4103  NAD 83(2007)-  41 43 43.70999(N)    098 03 17.08846(W) AD(2002.00) 0
 AB4103  ELLIP H (02/10/07)  521.152  (m)                       GP(2002.00)    
 AB4103  ELLIP H (07/10/01)  521.122  (m)                       GP(       ) 4 1
 AB4103  NAD 83(1995)-  41 43 43.70987(N)    098 03 17.08808(W) AD(       ) B
 AB4103  ELLIP H (06/25/96)  521.181  (m)                       GP(       ) 1 1
 AB4103  NAVD 88 (06/25/96)  545.67   (m)  GEOID93  model used  GPS OBS        
 AB4103
 AB4103.Superseded values are not recommended for survey control.
 AB4103
 AB4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4103.See file dsdata.pdf to determine how the superseded data were derived.
 AB4103
 AB4103_MARKER: F = FLANGE-ENCASED ROD
 AB4103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4103_STAMPING: BVN B 1995
 AB4103_MARK LOGO: NGS
 AB4103_PROJECTION: FLUSH
 AB4103_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4103+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2021
 AB4103_ROD/PIPE-DEPTH: 12.2 meters
 AB4103_SLEEVE-DEPTH  : 1 meters
 AB4103
 AB4103  HISTORY     - Date     Condition        Report By
 AB4103  HISTORY     - 1995     MONUMENTED       NGS
 AB4103  HISTORY     - 19970609 GOOD             NGS
 AB4103  HISTORY     - 20000605 GOOD             NEDR
 AB4103  HISTORY     - 20100819 GOOD             JEOCON
 AB4103  HISTORY     - 20121031 GOOD             GCT
 AB4103  HISTORY     - 20210827 GOOD             NEGS
 AB4103
 AB4103                          STATION DESCRIPTION
 AB4103
 AB4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4103'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF LORETTO, 3.6
 AB4103'MI (5.8 KM) NORTHWEST OF ALBION, AT THE ALBION MUNICIPAL AIRPORT IN A
 AB4103'GRASS AREA NORTHWEST OF THE OLD AIRPORT OFFICE.  OWNERSHIP--ALBION
 AB4103'AIRPORT AUTHORITY, BOX 3, ALBION NE 68620.  AIRPORT MANAGER IS RON
 AB4103'LEVANDER, PHONE (402) 395-2001.  TO REACH THE STATION FROM THE
 AB4103'JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON THE WEST
 AB4103'SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR 3.8 MI (6.1 KM)
 AB4103'TO A ROAD LEFT, TURN LEFT AND GO SOUTHWEST THEN SOUTHEAST FOR 0.15 MI
 AB4103'(0.24 KM) ON THE GRAVEL AIRPORT ENTRANCE ROAD TO A GATE, PASS THROUGH
 AB4103'GATE AND CONTINUE SOUTHEAST THEN SOUTHWEST ON PAVED ROAD (TAXIWAY) FOR
 AB4103'0.1 MI (0.2 KM) TO JUNCTION WITH THE PARALLEL TAXIWAY.  TURN RIGHT AND
 AB4103'GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.05 MI (0.08 KM) TO JUNCTION
 AB4103'WITH RAMP LEADING FROM APRON TO THE RUNWAY, TURN RIGHT ONTO APRON THEN
 AB4103'LEFT AND GO 0.05 MI (0.08 KM) TO THE NORTH-NORTHWEST EDGE OF THE
 AB4103'APRON, CONTINUE NORTH-NORTHWEST ACROSS GRASS FOR 268 FT (81.7 M) TO A
 AB4103'FENCE CORNER POST WITH A WITNESS POST ON THE RIGHT AND THE STATION ON
 AB4103'THE LEFT.  THE STATION IS 284.5 EAST-NORTHEAST OF THE RUNWAY CENTER,
 AB4103'268.0 FT (81.7 M) NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF THE
 AB4103'APRON, 171.3 FT (52.2 M) NORTHWEST OF A WINDSOCK POLE, 95.3 FT (29.0
 AB4103'M) WEST-SOUTHWEST OF A CORNER POST AND WITNESS POST.  NOTE--THIS
 AB4103'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 AB4103'CONTROL STATION.
 AB4103
 AB4103                          STATION RECOVERY (1997)
 AB4103
 AB4103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4103'THE STATION WAS RECOVERED AS DESCRIBED.
 AB4103
 AB4103                          STATION RECOVERY (2000)
 AB4103
 AB4103'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4103'RECOVERED AS DESCRIBED.  NEW TO REACH AS FOLLOWS--TO REACH THE STATION
 AB4103'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON
 AB4103'THE WEST SIDE SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR
 AB4103'3.80 MI (6.12 KM) TO A ROAD ON THE LEFT WHICH IS THE AIRPORT ENTRANCE
 AB4103'ROAD.  THE STATION IS LOCATED 600 FT (182.9 M) WEST NORTHWEST OF THE
 AB4103'MAIN ENTRANCE OF THE AIRPORT AT HIGHWAY 14, 520 FT (158.5 M) NORTHWEST
 AB4103'OF THE NORTHWEST CORNER OF THE ORIGINAL HANGER AND OFFICE BUILDING,
 AB4103'272 FT (82.9 M) NORTHWEST OF THE GAS PUMP, 256 FT (78.0 M) EAST OF THE
 AB4103'EAST EDGE OF THE NEW CONCRETE RUNWAY, 152.5 FT (46.5 M) NORTHWEST OF
 AB4103'THE NORTHWEST CORNER OF A NEW HANGER, AND 95.3 FT (29.0 M) WEST OF A
 AB4103'WITNESS POST WHICH IS BY A LARGE WOODEN POST.
 AB4103
 AB4103                          STATION RECOVERY (2010)
 AB4103
 AB4103'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 AB4103'RECOVERED IN GOOD CONDITION.
 AB4103
 AB4103                          STATION RECOVERY (2012)
 AB4103
 AB4103'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AB4103'OPUS SOLUTION AVAILABLE.
 AB4103
 AB4103                          STATION RECOVERY (2021)
 AB4103
 AB4103'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 AB4103'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 91 AND NE. HIGHWAY 14
 AB4103'IN ALBION, NE., GO NORTH-NORTHWEST ON NE. HIGHWAY 14 APPROXIMATELY
 AB4103'3.75 MI (6.03 KM) TO AIRPORT ENTRANCE ON THE LEFT (SOUTHWEST).  TURN
 AB4103'LEFT AND GO SOUTHWEST ON AIRPORT ROAD.  APPROXIMATELY 0.13 MI (0.21
 AB4103'KM) TO GATE LEADING TO APRON, GO THROUGH GATE.  TURN RIGHT (NW) AND GO
 AB4103'150 FT (45.7 M) TO EDGE OF THE APRON.  TURN LEFT (SW) AND FOLLOW EDGE
 AB4103'OF APRON FOR APPROXIMATELY 110 FT (33.5 M) TO BENCH MARK ON THE RIGHT
 AB4103'(NW).  THE MARK IS 152.5 FT (46.5 M) NORTHWEST OF THE NORTHWEST CORNER
 AB4103'OF HANGER, 95.3 FT (29.0 M) WEST-SOUTHWEST OF LARGE WOODEN POST WITH
 AB4103'WITNESS SIGN, APPROXIMATELY 38 FT (11.6 M) NE OF EAST EDGE OF TAXIWAY
 AB4103'AND APPROXIMATELY 43 FT (13.1 M) NORTHWEST OF NORTH EDGE OF APRON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4150 ***********************************************************************
 AB4150  SACS        -  This is a Secondary Airport Control Station.
 AB4150  DESIGNATION -  BVN C
 AB4150  PID         -  AB4150
 AB4150  STATE/COUNTY-  NE/BOONE
 AB4150  COUNTRY     -  US
 AB4150  USGS QUAD   -  ALBION WEST (2017)
 AB4150
 AB4150                         *CURRENT SURVEY CONTROL
 AB4150  ______________________________________________________________________
 AB4150* NAD 83(2011) POSITION- 41 43 59.85858(N) 098 03 30.21548(W)   ADJUSTED
 AB4150* NAD 83(2011) ELLIP HT-   525.459 (meters)        (06/27/12)   ADJUSTED
 AB4150* NAD 83(2011) EPOCH   -  2010.00
 AB4150* NAVD 88 ORTHO HEIGHT -   550.00  (meters)     1804.5   (feet) GPS OBS
 AB4150  ______________________________________________________________________
 AB4150  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4150  GEOID HEIGHT    -        -24.401 (meters)                     GEOID96
 AB4150  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 AB4150  NAD 83(2011) X  -   -668,271.502 (meters)                     COMP
 AB4150  NAD 83(2011) Y  - -4,720,089.276 (meters)                     COMP
 AB4150  NAD 83(2011) Z  -  4,223,893.222 (meters)                     COMP
 AB4150  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 AB4150
 AB4150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4150  Standards:
 AB4150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4150  -------------------------------------------------------------------
 AB4150  NETWORK    0.55   1.23           0.26   0.17   0.63     -0.01899603
 AB4150  -------------------------------------------------------------------
 AB4150  Click here for local accuracies and other accuracy information.
 AB4150
 AB4150.This mark is at Albion Municipal Airport (BVN)
 AB4150
 AB4150.The horizontal coordinates were established by GPS observations
 AB4150.and adjusted by the National Geodetic Survey in June 2012.
 AB4150
 AB4150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4150.been affixed to the stable North American tectonic plate. See 
 AB4150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4150
 AB4150.The horizontal coordinates are valid at the epoch date displayed above
 AB4150.which is a decimal equivalence of Year/Month/Day.
 AB4150
 AB4150.The orthometric height was determined by GPS observations and a
 AB4150.high-resolution geoid model.
 AB4150
 AB4150.GPS derived orthometric heights for airport stations designated as
 AB4150.PACS or SACS are published to 2 decimal places.  This maintains
 AB4150.centimeter relative accuracy between the PACS and SACS.  It does
 AB4150.not indicate centimeter accuracy relative to other marks which are
 AB4150.part of the published vertical control network.
 AB4150
 AB4150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4150.GEOID18 height accuracy estimate available here.
 AB4150
 AB4150.Click photographs - Photos may exist for this station.
 AB4150
 AB4150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4150
 AB4150.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4150
 AB4150.The ellipsoidal height was determined by GPS observations
 AB4150.and is referenced to NAD 83.
 AB4150
 AB4150. The following values were computed from the NAD 83(2011) position.
 AB4150
 AB4150;                    North         East     Units Scale Factor Converg.
 AB4150;SPC NE       -   212,757.383   661,466.122   MT  0.99966645   +1 17 12.1
 AB4150;SPC NE       -   698,021.51  2,170,160.10   sFT  0.99966645   +1 17 12.1
 AB4150;UTM  14      - 4,620,593.203   578,306.826   MT  0.99967546   +0 37 36.6
 AB4150
 AB4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4150!SPC NE       -   0.99991759  x   0.99966645  =   0.99958407
 AB4150!UTM  14      -   0.99991759  x   0.99967546  =   0.99959308
 AB4150
 AB4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7830620593(NAD 83)
 AB4150
 AB4150                          SUPERSEDED SURVEY CONTROL
 AB4150
 AB4150  NAD 83(2007)-  41 43 59.85854(N)    098 03 30.21619(W) AD(2002.00) 0
 AB4150  ELLIP H (02/10/07)  525.485  (m)                       GP(2002.00)    
 AB4150  ELLIP H (01/02/02)  525.455  (m)                       GP(       ) 4 2
 AB4150  NAD 83(1995)-  41 43 59.85842(N)    098 03 30.21581(W) AD(       ) 1
 AB4150  ELLIP H (09/17/98)  525.514  (m)                       GP(       ) 4 2
 AB4150
 AB4150.Superseded values are not recommended for survey control.
 AB4150
 AB4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4150.See file dsdata.pdf to determine how the superseded data were derived.
 AB4150
 AB4150_MARKER: I = METAL ROD
 AB4150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4150_STAMPING: BVN C 1995
 AB4150_MARK LOGO: NGS
 AB4150_PROJECTION: FLUSH
 AB4150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4150+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 AB4150_ROD/PIPE-DEPTH: 12.1 meters
 AB4150_SLEEVE-DEPTH  : 1 meters
 AB4150
 AB4150  HISTORY     - Date     Condition        Report By
 AB4150  HISTORY     - 1995     MONUMENTED       NGS
 AB4150  HISTORY     - 19970609 GOOD             NGS
 AB4150
 AB4150                          STATION DESCRIPTION
 AB4150
 AB4150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4150'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF LORETTO, 3.6
 AB4150'MI (5.8 KM) NORTHWEST OF ALBION, AT THE ALBION MUNICIPAL AIRPORT, NEAR
 AB4150'THE APPROACH END OF RUNWAY 14 AND IN LINE WITH THE THRESHOLD LIGHTS.
 AB4150'OWNERSHIP--ALBION AIRPORT AUTHORITY, BOX 3, ALBION NE 68620.  AIRPORT
 AB4150'MANAGER IS RON LEVANDER, PHONE (402) 395-2001.  TO REACH THE STATION
 AB4150'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON
 AB4150'THE WEST SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR 3.8 MI
 AB4150'(6.1 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHWEST THEN SOUTHEAST
 AB4150'FOLLOWING THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A
 AB4150'GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHEAST ON A
 AB4150'PAVED TAXIWAY FOR 0.05 MI (0.08 KM) TO A TURN RIGHT, TURN RIGHT AND GO
 AB4150'SOUTHWEST ON TAXIWAY FOR 0.05 MI (0.08 KM) TO A T-JUNCTION, TURN RIGHT
 AB4150'AND GO NORTHWEST, THEN LEFT SOUTHWEST ON THE TAXIWAYS FOR 0.1 MI (0.2
 AB4150'KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.4
 AB4150'MI (0.6 KM) TO THE PAVEMENT END AND THE STATION ON THE RIGHT.  THE
 AB4150'STATION IS 117.0 FT (35.7 M) NORTHEAST OF THE RUNWAY CENTER AT THE
 AB4150'PAVEMENT END, 78.5 FT (23.9 M) EAST-NORTHEAST OF A TAXIWAY LIGHT NEXT
 AB4150'TO THE THRESHOLD LIGHTS, 13.6 FT (4.1 M) NORTH OF THE NORTHEAST CORNER
 AB4150'OF THE TURNAROUND PAVEMENT AND 7.2 FT (2.2 M) NORTHEAST OF THE
 AB4150'NORTHEAST CORNER OF A CONCRETE DUCT.  THIS STATION TO BE USED AS SACS.
 AB4150
 AB4150                          STATION RECOVERY (1997)
 AB4150
 AB4150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4150'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0881 ***********************************************************************
 LG0881  DESIGNATION -  BYRON MUNICIPAL TANK
 LG0881  PID         -  LG0881
 LG0881  STATE/COUNTY-  NE/THAYER
 LG0881  COUNTRY     -  US
 LG0881  USGS QUAD   -  BYRON (2017)
 LG0881
 LG0881                         *CURRENT SURVEY CONTROL
 LG0881  ______________________________________________________________________
 LG0881* NAD 83(1995) POSITION- 40 00 14.15881(N) 097 46 06.96080(W)   ADJUSTED
 LG0881  ______________________________________________________________________
 LG0881  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 LG0881  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LG0881  HORZ ORDER      -  THIRD
 LG0881
 LG0881.The horizontal coordinates were established by classical geodetic methods
 LG0881.and adjusted by the National Geodetic Survey in August 1997.
 LG0881
 LG0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0881.GEOID18 height accuracy estimate available here.
 LG0881
 LG0881.Click photographs - Photos may exist for this station.
 LG0881
 LG0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0881
 LG0881. The following values were computed from the NAD 83(1995) position.
 LG0881
 LG0881;                    North         East     Units Scale Factor Converg.
 LG0881;SPC NE       -    21,401.561   690,515.411   MT  0.99999823   +1 28 43.5
 LG0881;SPC NE       -    70,214.95  2,265,465.98   sFT  0.99999823   +1 28 43.5
 LG0881;UTM  14      - 4,428,919.881   605,107.306   MT  0.99973600   +0 47 30.0
 LG0881
 LG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0510728919(NAD 83)
 LG0881
 LG0881                          SUPERSEDED SURVEY CONTROL
 LG0881
 LG0881  NAD 83(1986)-  40 00 14.16380(N)    097 46 06.96063(W) AD(       ) 3
 LG0881  NAD 27      -  40 00 14.12500(N)    097 46 05.79500(W) AD(       ) 3
 LG0881
 LG0881.Superseded values are not recommended for survey control.
 LG0881
 LG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0881.See file dsdata.pdf to determine how the superseded data were derived.
 LG0881
 LG0881_MARKER: 53 = ELEVATED TANK
 LG0881
 LG0881  HISTORY     - Date     Condition        Report By
 LG0881  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0881  HISTORY     - 1950     GOOD             CGS
 LG0881  HISTORY     - 20050713 GOOD             USPSQD
 LG0881
 LG0881                          STATION DESCRIPTION
 LG0881
 LG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0881'IT IS LOCATED NEAR THE CENTER OF THE TOWN OF BYRON, 150 FEET EAST
 LG0881'OF THE CENTER OF THE MAIN STREET.  THE TANK PROPER IS SUPPORTED ATOP
 LG0881'A FOUR LEGGED STEEL TRUSWORK STRUCTURE.  ITS OVERALL HEIGHT IS
 LG0881'ABOUT 90 FEET.  THE BALL AT THE APEX OF THE ROOF OF THE TANK WAS
 LG0881'THE POINT OBSERVED UPON.
 LG0881
 LG0881                          STATION RECOVERY (1950)
 LG0881
 LG0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0881'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF BYRON, 100
 LG0881'FEET EAST OF MAIN STREET AND 50 FEET NORTH OF AN EAST-WEST
 LG0881'STREET.
 LG0881'
 LG0881'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 LG0881'AND HAS AN OVER ALL HEIGHT OF 100 FEET.  THE LETTERS BYRON ARE
 LG0881'PAINTED ON ITS NORTH AND SOUTH SIDES.
 LG0881'
 LG0881'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 LG0881'
 LG0881'PROBABLY SAME AS STATION LOCATED IN 1947.
 LG0881
 LG0881                          STATION RECOVERY (2005)
 LG0881
 LG0881'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0881'STATION FOUND GOOD. THE MAIN STREET OF THE TOWN OF BYRON IS KANSAS
 LG0881'AVENUE NOT MAIN STREET AS REFERENCED IN THE 1950 DESCRIPTION. THE
 LG0881'EAST-WEST STREET REFERENCED IS WASHINGTON STREET. TANK IS IN THE
 LG0881'NORTHEAST CORNER OF THE INTERSECTION, NORTH OF WASHINGTON STREET AND
 LG0881'EAST OF KANSAS STREET. TANK HAS A RED ROOF, THE LEGS AND BOWL ARE
 LG0881'SILVER. LETTERS BYRON ARE BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0213 ***********************************************************************
 LH0213  DESIGNATION -  C
 LH0213  PID         -  LH0213
 LH0213  STATE/COUNTY-  NE/NUCKOLLS
 LH0213  COUNTRY     -  US
 LH0213  USGS QUAD   -  BOSTWICK (2017)
 LH0213
 LH0213                         *CURRENT SURVEY CONTROL
 LH0213  ______________________________________________________________________
 LH0213* NAD 83(1986) POSITION- 40 02 47.     (N) 098 11 06.     (W)   SCALED
 LH0213* NAVD 88 ORTHO HEIGHT -   488.911 (meters)     1604.04  (feet) ADJUSTED
 LH0213  ______________________________________________________________________
 LH0213  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 LH0213  DYNAMIC HEIGHT  -        488.624 (meters)     1603.09  (feet) COMP
 LH0213  MODELED GRAVITY -    980,023.8   (mgal)                       NAVD 88
 LH0213
 LH0213  VERT ORDER      -  FIRST     CLASS II
 LH0213
 LH0213.The horizontal coordinates were scaled from a map and have
 LH0213.an estimated accuracy of +/- 6 seconds.
 LH0213
 LH0213.The orthometric height was determined by differential leveling and
 LH0213.adjusted by the NATIONAL GEODETIC SURVEY
 LH0213.in June 1991.
 LH0213
 LH0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0213.GEOID18 height accuracy estimate available here.
 LH0213
 LH0213.Click photographs - Photos may exist for this station.
 LH0213
 LH0213.The dynamic height is computed by dividing the NAVD 88
 LH0213.geopotential number by the normal gravity value computed on the
 LH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0213.degrees latitude (g = 980.6199 gals.).
 LH0213
 LH0213.The modeled gravity was interpolated from observed gravity values.
 LH0213
 LH0213;                    North         East    Units  Estimated Accuracy
 LH0213;SPC NE       -    25,280.      654,870.      MT  (+/- 180 meters Scaled)
 LH0213
 LH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK695332(NAD 83)
 LH0213
 LH0213                          SUPERSEDED SURVEY CONTROL
 LH0213
 LH0213  NGVD 29 (??/??/92)  488.726  (m)         1603.43   (f) ADJ UNCH    1 2
 LH0213
 LH0213.Superseded values are not recommended for survey control.
 LH0213
 LH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0213.See file dsdata.pdf to determine how the superseded data were derived.
 LH0213
 LH0213_MARKER: H = DRILL HOLE
 LH0213_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0213
 LH0213  HISTORY     - Date     Condition        Report By
 LH0213  HISTORY     - 1899     MONUMENTED       CGS
 LH0213  HISTORY     - 1947     GOOD             CGS
 LH0213  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0213
 LH0213                          STATION DESCRIPTION
 LH0213
 LH0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0213'AT BOSTWICK.
 LH0213'AT BOSTWICK, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0213'STATION, 156.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL
 LH0213'ROAD WHICH CROSSES THE TRACK, 142.8 FEET EAST NORTHEAST OF AND
 LH0213'ACROSS THE TRACKS FROM THE EXTREME NORTHEAST CORNER OF THE
 LH0213'CONCRETE FOUNDATION OF THE ENGINE ROOM OF A GRAIN ELEVATOR,
 LH0213'127.3 FEET EAST OF MILEPOST NO. 177, 25.8 FEET WEST OF THE
 LH0213'SOUTHWEST CORNER OF THE RAILROAD STATION, 21.1 FEET SOUTH OF
 LH0213'A RAILROAD SPIKE DRIVEN IN THE SOUTH SIDE OF A 2 1/2-FOOT
 LH0213'HACKBERRY TREE (THE SECOND TREE FROM THE WEST END OF A ROW OF
 LH0213'LARGE TREES), 15.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LH0213'TRACK, 0.4 FOOT SOUTH OF THE SOUTH SIDE OF A 3 X 12-INCH WOODEN
 LH0213'REFERENCE BOARD WHICH IS 15 INCHES HIGH, THE BOTTOM OF A 1-INCH
 LH0213'SQUARE HOLE CUT IN THE TOP OF A LIMESTONE POST AND SURROUNDED
 LH0213'BY THE LETTERS USBM, ABOUT 1 FOOT BELOW THE TRACK, 0.5 FOOT
 LH0213'UNDERGROUND AND SURMOUNTED BY AN 8-INCH IRON PIPE 15 INCHES LONG.
 LH0213
 LH0213                          STATION RECOVERY (1974)
 LH0213
 LH0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1219 ***********************************************************************
 MK1219  DESIGNATION -  C 1
 MK1219  PID         -  MK1219
 MK1219  STATE/COUNTY-  NE/PLATTE
 MK1219  COUNTRY     -  US
 MK1219  USGS QUAD   -  DUNCAN (2017)
 MK1219
 MK1219                         *CURRENT SURVEY CONTROL
 MK1219  ______________________________________________________________________
 MK1219* NAD 83(1986) POSITION- 41 23 18.     (N) 097 29 36.     (W)   SCALED
 MK1219* NAVD 88 ORTHO HEIGHT -   454.935 (meters)     1492.57  (feet) ADJUSTED
 MK1219  ______________________________________________________________________
 MK1219  GEOID HEIGHT    -        -25.327 (meters)                     GEOID18
 MK1219  DYNAMIC HEIGHT  -        454.734 (meters)     1491.91  (feet) COMP
 MK1219  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 MK1219
 MK1219  VERT ORDER      -  FIRST     CLASS II
 MK1219
 MK1219.The horizontal coordinates were scaled from a map and have
 MK1219.an estimated accuracy of +/- 6 seconds.
 MK1219
 MK1219.The orthometric height was determined by differential leveling and
 MK1219.adjusted by the NATIONAL GEODETIC SURVEY
 MK1219.in June 1991.
 MK1219
 MK1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1219.GEOID18 height accuracy estimate available here.
 MK1219
 MK1219.Click photographs - Photos may exist for this station.
 MK1219
 MK1219.The dynamic height is computed by dividing the NAVD 88
 MK1219.geopotential number by the normal gravity value computed on the
 MK1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1219.degrees latitude (g = 980.6199 gals.).
 MK1219
 MK1219.The modeled gravity was interpolated from observed gravity values.
 MK1219
 MK1219;                    North         East    Units  Estimated Accuracy
 MK1219;SPC NE       -   175,680.      709,560.      MT  (+/- 180 meters Scaled)
 MK1219
 MK1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL259829(NAD 83)
 MK1219
 MK1219                          SUPERSEDED SURVEY CONTROL
 MK1219
 MK1219  NGVD 29 (??/??/92)  454.747  (m)         1491.95   (f) ADJ UNCH    1 2
 MK1219
 MK1219.Superseded values are not recommended for survey control.
 MK1219
 MK1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1219.See file dsdata.pdf to determine how the superseded data were derived.
 MK1219
 MK1219_MARKER: V = STONE MONUMENT
 MK1219_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1219_STAMPING: US BM
 MK1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1219
 MK1219  HISTORY     - Date     Condition        Report By
 MK1219  HISTORY     - 1899     MONUMENTED       CGS
 MK1219  HISTORY     - 1940     GOOD             CGS
 MK1219  HISTORY     - 1950     GOOD             CGS
 MK1219  HISTORY     - 20221221 MARK NOT FOUND   NEPPD
 MK1219
 MK1219                          STATION DESCRIPTION
 MK1219
 MK1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1219'AT DUNCAN.
 MK1219'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1219'64 FEET EAST OF EAST END OF RR. STATION, 47 FEET SOUTH OF
 MK1219'CENTERLINE OF SOUTH MAIN TRACK, 2.0 FEET EAST OF 4 X 4 INCH WHITE
 MK1219'WOODEN POST PROJECTING 2.0 FEET, B.M. IS AN INDIANA BEDFORD
 MK1219'STONE POST WITH CHISELED SQUARE CUT 0.25 INCH DEEP IN TOP.
 MK1219'MONUMENT IS 0.6 FOOT SUBSURFACE.
 MK1219
 MK1219                          STATION RECOVERY (1950)
 MK1219
 MK1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1219'RECOVERED IN GOOD CONDITION.
 MK1219
 MK1219                          STATION RECOVERY (2022)
 MK1219
 MK1219'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0135 ***********************************************************************
 MN0135  DESIGNATION -  C 10
 MN0135  PID         -  MN0135
 MN0135  STATE/COUNTY-  NE/MORRILL
 MN0135  COUNTRY     -  US
 MN0135  USGS QUAD   -  BRIDGEPORT (2017)
 MN0135
 MN0135                         *CURRENT SURVEY CONTROL
 MN0135  ______________________________________________________________________
 MN0135* NAD 83(1986) POSITION- 41 40 13.     (N) 103 06 30.     (W)   SCALED
 MN0135* NAVD 88 ORTHO HEIGHT -  1119.243 (meters)     3672.05  (feet) ADJUSTED
 MN0135  ______________________________________________________________________
 MN0135  GEOID HEIGHT    -        -19.497 (meters)                     GEOID18
 MN0135  DYNAMIC HEIGHT  -       1118.540 (meters)     3669.74  (feet) COMP
 MN0135  MODELED GRAVITY -    979,956.9   (mgal)                       NAVD 88
 MN0135
 MN0135  VERT ORDER      -  FIRST     CLASS II
 MN0135
 MN0135.The horizontal coordinates were scaled from a map and have
 MN0135.an estimated accuracy of +/- 6 seconds.
 MN0135
 MN0135.The orthometric height was determined by differential leveling and
 MN0135.adjusted by the NATIONAL GEODETIC SURVEY
 MN0135.in June 1991.
 MN0135
 MN0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0135.GEOID18 height accuracy estimate available here.
 MN0135
 MN0135.Click photographs - Photos may exist for this station.
 MN0135
 MN0135.The dynamic height is computed by dividing the NAVD 88
 MN0135.geopotential number by the normal gravity value computed on the
 MN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0135.degrees latitude (g = 980.6199 gals.).
 MN0135
 MN0135.The modeled gravity was interpolated from observed gravity values.
 MN0135
 MN0135;                    North         East    Units  Estimated Accuracy
 MN0135;SPC NE       -   208,600.      241,290.      MT  (+/- 180 meters Scaled)
 MN0135
 MN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG574148(NAD 83)
 MN0135
 MN0135                          SUPERSEDED SURVEY CONTROL
 MN0135
 MN0135  NGVD 29 (??/??/92) 1118.700  (m)         3670.27   (f) ADJ UNCH    1 2
 MN0135
 MN0135.Superseded values are not recommended for survey control.
 MN0135
 MN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0135.See file dsdata.pdf to determine how the superseded data were derived.
 MN0135
 MN0135_MARKER: DB = BENCH MARK DISK
 MN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0135_STAMPING: C 10 1933 3670.462
 MN0135_MARK LOGO: CGS
 MN0135_PROJECTION: FLUSH
 MN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0135+STABILITY: SURFACE MOTION
 MN0135
 MN0135  HISTORY     - Date     Condition        Report By
 MN0135  HISTORY     - 1933     MONUMENTED       CGS
 MN0135  HISTORY     - 1956     GOOD             CGS
 MN0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0135
 MN0135                          STATION DESCRIPTION
 MN0135
 MN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0135'0.7 MI NW FROM BRIDGEPORT.
 MN0135'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0135'RAILROAD FROM THE STATION AT BRIDGEPORT, 3 1/2 POLES NORTHWEST
 MN0135'OF MILEPOST 36, 39 FEET NORTH OF THE CENTER OF THE CROSSING
 MN0135'OF STATE HIGHWAY 26, 29 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MN0135'5 FEET NORTH OF A TELEPHONE POLE, 1.9 FEET WEST OF A WITNESS
 MN0135'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MN0135'GROUND, IN SECTION 29, TOWNSHIP 20 NORTH, RANGE, 50 WEST.
 MN0135
 MN0135                          STATION RECOVERY (1985)
 MN0135
 MN0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0135'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0336 ***********************************************************************
 NP0336  DESIGNATION -  C 11 RESET
 NP0336  PID         -  NP0336
 NP0336  STATE/COUNTY-  NE/BOX BUTTE
 NP0336  COUNTRY     -  US
 NP0336  USGS QUAD   -  HEMINGFORD (2017)
 NP0336
 NP0336                         *CURRENT SURVEY CONTROL
 NP0336  ______________________________________________________________________
 NP0336* NAD 83(1986) POSITION- 42 16 56.     (N) 103 02 01.     (W)   SCALED
 NP0336* NAVD 88 ORTHO HEIGHT -  1282.613 (meters)     4208.04  (feet) ADJUSTED
 NP0336  ______________________________________________________________________
 NP0336  GEOID HEIGHT    -        -18.342 (meters)                     GEOID18
 NP0336  DYNAMIC HEIGHT  -       1281.864 (meters)     4205.58  (feet) COMP
 NP0336  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 NP0336
 NP0336  VERT ORDER      -  FIRST     CLASS II
 NP0336
 NP0336.The horizontal coordinates were scaled from a map and have
 NP0336.an estimated accuracy of +/- 6 seconds.
 NP0336
 NP0336.The orthometric height was determined by differential leveling and
 NP0336.adjusted by the NATIONAL GEODETIC SURVEY
 NP0336.in June 1991.
 NP0336
 NP0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0336.GEOID18 height accuracy estimate available here.
 NP0336
 NP0336.Click photographs - Photos may exist for this station.
 NP0336
 NP0336.The dynamic height is computed by dividing the NAVD 88
 NP0336.geopotential number by the normal gravity value computed on the
 NP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0336.degrees latitude (g = 980.6199 gals.).
 NP0336
 NP0336.The modeled gravity was interpolated from observed gravity values.
 NP0336
 NP0336;                    North         East    Units  Estimated Accuracy
 NP0336;SPC NE       -   276,290.      249,890.      MT  (+/- 180 meters Scaled)
 NP0336
 NP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG621829(NAD 83)
 NP0336
 NP0336                          SUPERSEDED SURVEY CONTROL
 NP0336
 NP0336  NGVD 29 (??/??/92) 1282.003  (m)         4206.04   (f) ADJ UNCH    1 2
 NP0336
 NP0336.Superseded values are not recommended for survey control.
 NP0336
 NP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0336.See file dsdata.pdf to determine how the superseded data were derived.
 NP0336
 NP0336_MARKER: DB = BENCH MARK DISK
 NP0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0336_STAMPING: C 11 RESET 1948
 NP0336_MARK LOGO: CGS
 NP0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0336+STABILITY: SURFACE MOTION
 NP0336
 NP0336  HISTORY     - Date     Condition        Report By
 NP0336  HISTORY     - 1948     MONUMENTED       CGS
 NP0336  HISTORY     - 1956     GOOD             CGS
 NP0336  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0336
 NP0336                          STATION DESCRIPTION
 NP0336
 NP0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0336'3.6 MI SE FROM HEMINGFORD.
 NP0336'3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0336'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES NORTHWEST OF
 NP0336'MILEPOST 381, 59 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0336'HIGHWAY 2, 38 FEET WEST OF THE CENTER OF A ROAD CROSSING, 28 FEET
 NP0336'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK 13.4 FEET
 NP0336'NORTH OF A POWER POLE, 1.5 FEET SOUTHEAST OF A WITNESS POST,
 NP0336'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NP0336'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 27
 NP0336'NORTH, RANGE 49 WEST.
 NP0336
 NP0336                          STATION RECOVERY (1985)
 NP0336
 NP0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0336'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0358 ***********************************************************************
 ML0358  DESIGNATION -  C 117
 ML0358  PID         -  ML0358
 ML0358  STATE/COUNTY-  NE/HOWARD
 ML0358  COUNTRY     -  US
 ML0358  USGS QUAD   -  FARWELL (2017)
 ML0358
 ML0358                         *CURRENT SURVEY CONTROL
 ML0358  ______________________________________________________________________
 ML0358* NAD 83(1986) POSITION- 41 13 15.     (N) 098 42 42.     (W)   SCALED
 ML0358* NAVD 88 ORTHO HEIGHT -   620.768 (meters)     2036.64  (feet) ADJUSTED
 ML0358  ______________________________________________________________________
 ML0358  GEOID HEIGHT    -        -24.311 (meters)                     GEOID18
 ML0358  DYNAMIC HEIGHT  -        620.448 (meters)     2035.59  (feet) COMP
 ML0358  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 ML0358
 ML0358  VERT ORDER      -  SECOND    CLASS 0
 ML0358
 ML0358.The horizontal coordinates were scaled from a map and have
 ML0358.an estimated accuracy of +/- 6 seconds.
 ML0358
 ML0358.The orthometric height was determined by differential leveling and
 ML0358.adjusted by the NATIONAL GEODETIC SURVEY
 ML0358.in June 1991.
 ML0358
 ML0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0358.GEOID18 height accuracy estimate available here.
 ML0358
 ML0358.Click photographs - Photos may exist for this station.
 ML0358
 ML0358.The dynamic height is computed by dividing the NAVD 88
 ML0358.geopotential number by the normal gravity value computed on the
 ML0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0358.degrees latitude (g = 980.6199 gals.).
 ML0358
 ML0358.The modeled gravity was interpolated from observed gravity values.
 ML0358
 ML0358;                    North         East    Units  Estimated Accuracy
 ML0358;SPC NE       -   154,850.      607,990.      MT  (+/- 180 meters Scaled)
 ML0358
 ML0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL241633(NAD 83)
 ML0358
 ML0358                          SUPERSEDED SURVEY CONTROL
 ML0358
 ML0358  NGVD 29 (??/??/92)  620.526  (m)         2035.84   (f) ADJ UNCH    2 0
 ML0358
 ML0358.Superseded values are not recommended for survey control.
 ML0358
 ML0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0358.See file dsdata.pdf to determine how the superseded data were derived.
 ML0358
 ML0358_MARKER: DB = BENCH MARK DISK
 ML0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0358_STAMPING: C 117 1935
 ML0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0358+STABILITY: SURFACE MOTION
 ML0358
 ML0358  HISTORY     - Date     Condition        Report By
 ML0358  HISTORY     - 1935     MONUMENTED       CGS
 ML0358  HISTORY     - 1959     GOOD             CGS
 ML0358
 ML0358                          STATION DESCRIPTION
 ML0358
 ML0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ML0358'4.7 MI NW FROM FARWELL.
 ML0358'4.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0358'RAILROAD FROM THE STATION AT FARWELL, HOWARD COUNTY, 33-1/2 RAILS
 ML0358'WEST OF MILEPOST 24, 47 FEET NORTH OF THE CENTERLINE OF STATE
 ML0358'HIGHWAY 16, AND 21 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 ML0358'A STANDARD DISK, STAMPED C 117 1935 AND SET IN THE TOP OF A
 ML0358'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0170 ***********************************************************************
 ML0170  DESIGNATION -  C 118
 ML0170  PID         -  ML0170
 ML0170  STATE/COUNTY-  NE/GREELEY
 ML0170  COUNTRY     -  US
 ML0170  USGS QUAD   -  WOLBACH (2017)
 ML0170
 ML0170                         *CURRENT SURVEY CONTROL
 ML0170  ______________________________________________________________________
 ML0170* NAD 83(1986) POSITION- 41 24 55.     (N) 098 26 04.     (W)   SCALED
 ML0170* NAVD 88 ORTHO HEIGHT -   615.858 (meters)     2020.53  (feet) ADJUSTED
 ML0170  ______________________________________________________________________
 ML0170  GEOID HEIGHT    -        -24.502 (meters)                     GEOID18
 ML0170  DYNAMIC HEIGHT  -        615.559 (meters)     2019.55  (feet) COMP
 ML0170  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 ML0170
 ML0170  VERT ORDER      -  SECOND    CLASS 0
 ML0170
 ML0170.The horizontal coordinates were scaled from a map and have
 ML0170.an estimated accuracy of +/- 6 seconds.
 ML0170
 ML0170.The orthometric height was determined by differential leveling and
 ML0170.adjusted by the NATIONAL GEODETIC SURVEY
 ML0170.in June 1991.
 ML0170
 ML0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0170.GEOID18 height accuracy estimate available here.
 ML0170
 ML0170.Click photographs - Photos may exist for this station.
 ML0170
 ML0170.The dynamic height is computed by dividing the NAVD 88
 ML0170.geopotential number by the normal gravity value computed on the
 ML0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0170.degrees latitude (g = 980.6199 gals.).
 ML0170
 ML0170.The modeled gravity was interpolated from observed gravity values.
 ML0170
 ML0170;                    North         East    Units  Estimated Accuracy
 ML0170;SPC NE       -   176,820.      630,840.      MT  (+/- 180 meters Scaled)
 ML0170
 ML0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472850(NAD 83)
 ML0170
 ML0170                          SUPERSEDED SURVEY CONTROL
 ML0170
 ML0170  NGVD 29 (??/??/92)  615.618  (m)         2019.74   (f) ADJ UNCH    2 0
 ML0170
 ML0170.Superseded values are not recommended for survey control.
 ML0170
 ML0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0170.See file dsdata.pdf to determine how the superseded data were derived.
 ML0170
 ML0170_MARKER: DB = BENCH MARK DISK
 ML0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0170_STAMPING: C 118 1935
 ML0170_MARK LOGO: CGS
 ML0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0170+STABILITY: SURFACE MOTION
 ML0170
 ML0170  HISTORY     - Date     Condition        Report By
 ML0170  HISTORY     - 1935     MONUMENTED       CGS
 ML0170  HISTORY     - 1954     GOOD             CGS
 ML0170
 ML0170                          STATION DESCRIPTION
 ML0170
 ML0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ML0170'14.6 MI N FROM ST PAUL.
 ML0170'IN GREELEY COUNTY, 14.6 MILES NORTH ALONG U.S. HIGHWAY 281
 ML0170'FROM THE POST OFFICE AT ST. PAUL, HOWARD COUNTY, 546 FEET NORTH
 ML0170'OF THE JUNCTION OF STATE HIGHWAY 22, 30.6 FEET EAST OF THE
 ML0170'CENTER LINE OF U.S. HIGHWAY 281, 5 FEET EAST OF THE RIGHT-OF-WAY
 ML0170'FENCE, AND 4 FEET NORTH OF AN EAST-AND-WEST FENCE.  SET IN THE
 ML0170'TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 281 FROM 2 MILES WEST
 ML0170'OF WOLBACH TO BARTLETT IS NOW KNOWN AS HIGHWAY 101.  BM-C 118
 ML0170'MAY HAVE BEEN DESTROYED DURING ROAD IMPROVEMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0071 ***********************************************************************
 MM0071  DESIGNATION -  C 119
 MM0071  PID         -  MM0071
 MM0071  STATE/COUNTY-  NE/CUSTER
 MM0071  COUNTRY     -  US
 MM0071  USGS QUAD   -  ARNOLD SW (2017)
 MM0071
 MM0071                         *CURRENT SURVEY CONTROL
 MM0071  ______________________________________________________________________
 MM0071* NAD 83(1986) POSITION- 41 20 09.     (N) 100 11 54.     (W)   SCALED
 MM0071* NAVD 88 ORTHO HEIGHT -   864.815 (meters)     2837.31  (feet) ADJUSTED
 MM0071  ______________________________________________________________________
 MM0071  GEOID HEIGHT    -        -22.112 (meters)                     GEOID18
 MM0071  DYNAMIC HEIGHT  -        864.338 (meters)     2835.75  (feet) COMP
 MM0071  MODELED GRAVITY -    980,042.4   (mgal)                       NAVD 88
 MM0071
 MM0071  VERT ORDER      -  SECOND    CLASS 0
 MM0071
 MM0071.The horizontal coordinates were scaled from a map and have
 MM0071.an estimated accuracy of +/- 6 seconds.
 MM0071
 MM0071.The orthometric height was determined by differential leveling and
 MM0071.adjusted by the NATIONAL GEODETIC SURVEY
 MM0071.in June 1991.
 MM0071
 MM0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0071.GEOID18 height accuracy estimate available here.
 MM0071
 MM0071.Click photographs - Photos may exist for this station.
 MM0071
 MM0071.The dynamic height is computed by dividing the NAVD 88
 MM0071.geopotential number by the normal gravity value computed on the
 MM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0071.degrees latitude (g = 980.6199 gals.).
 MM0071
 MM0071.The modeled gravity was interpolated from observed gravity values.
 MM0071
 MM0071;                    North         East    Units  Estimated Accuracy
 MM0071;SPC NE       -   166,840.      483,400.      MT  (+/- 180 meters Scaled)
 MM0071
 MM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL997767(NAD 83)
 MM0071
 MM0071                          SUPERSEDED SURVEY CONTROL
 MM0071
 MM0071  NGVD 29 (??/??/92)  864.548  (m)         2836.44   (f) ADJ UNCH    2 0
 MM0071
 MM0071.Superseded values are not recommended for survey control.
 MM0071
 MM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0071.See file dsdata.pdf to determine how the superseded data were derived.
 MM0071
 MM0071_MARKER: DB = BENCH MARK DISK
 MM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0071_STAMPING: C 119 1934
 MM0071_MARK LOGO: CGS
 MM0071_PROJECTION: RECESSED 61 CENTIMETERS
 MM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0071+STABILITY: SURFACE MOTION
 MM0071
 MM0071  HISTORY     - Date     Condition        Report By
 MM0071  HISTORY     - 1934     MONUMENTED       CGS
 MM0071  HISTORY     - 1939     GOOD             CGS
 MM0071  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0071
 MM0071                          STATION DESCRIPTION
 MM0071
 MM0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0071'6.2 MI S FROM ARNOLD.
 MM0071'6.2 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 MM0071'ARNOLD, CUSTER COUNTY, AT A ROAD CROSSING, 34 FEET EAST OF THE
 MM0071'CENTERLINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTERLINE OF THE
 MM0071'ROAD, 3 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE-CORNER POST, AND
 MM0071'ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.  A STANDARD DISK,
 MM0071'STAMPED C 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0071
 MM0071                          STATION RECOVERY (1972)
 MM0071
 MM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1098 ***********************************************************************
 LF1098  DESIGNATION -  C 12
 LF1098  PID         -  LF1098
 LF1098  STATE/COUNTY-  NE/OTOE
 LF1098  COUNTRY     -  US
 LF1098  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1098
 LF1098                         *CURRENT SURVEY CONTROL
 LF1098  ______________________________________________________________________
 LF1098* NAD 83(1986) POSITION- 40 39 46.     (N) 095 53 49.     (W)   SCALED
 LF1098* NAVD 88 ORTHO HEIGHT -   313.276 (meters)     1027.81  (feet) ADJUSTED
 LF1098  ______________________________________________________________________
 LF1098  GEOID HEIGHT    -        -29.045 (meters)                     GEOID18
 LF1098  DYNAMIC HEIGHT  -        313.110 (meters)     1027.26  (feet) COMP
 LF1098  MODELED GRAVITY -    980,086.3   (mgal)                       NAVD 88
 LF1098
 LF1098  VERT ORDER      -  FIRST     CLASS II
 LF1098
 LF1098.The horizontal coordinates were scaled from a map and have
 LF1098.an estimated accuracy of +/- 6 seconds.
 LF1098
 LF1098.The orthometric height was determined by differential leveling and
 LF1098.adjusted by the NATIONAL GEODETIC SURVEY
 LF1098.in June 1991.
 LF1098
 LF1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1098.GEOID18 height accuracy estimate available here.
 LF1098
 LF1098.Click photographs - Photos may exist for this station.
 LF1098
 LF1098.The dynamic height is computed by dividing the NAVD 88
 LF1098.geopotential number by the normal gravity value computed on the
 LF1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1098.degrees latitude (g = 980.6199 gals.).
 LF1098
 LF1098.The modeled gravity was interpolated from observed gravity values.
 LF1098
 LF1098;                    North         East    Units  Estimated Accuracy
 LF1098;SPC NE       -   100,320.      846,750.      MT  (+/- 180 meters Scaled)
 LF1098
 LF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551053(NAD 83)
 LF1098
 LF1098                          SUPERSEDED SURVEY CONTROL
 LF1098
 LF1098  NGVD 29 (??/??/92)  313.161  (m)         1027.43   (f) ADJ UNCH    1 2
 LF1098
 LF1098.Superseded values are not recommended for survey control.
 LF1098
 LF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1098.See file dsdata.pdf to determine how the superseded data were derived.
 LF1098
 LF1098_MARKER: DB = BENCH MARK DISK
 LF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1098_STAMPING: 1026.917 C 12 1933
 LF1098_MARK LOGO: CGS
 LF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1098+STABILITY: SURFACE MOTION
 LF1098
 LF1098  HISTORY     - Date     Condition        Report By
 LF1098  HISTORY     - 1933     MONUMENTED       CGS
 LF1098  HISTORY     - 1934     GOOD             CGS
 LF1098  HISTORY     - 1977     POOR             LOCSUR
 LF1098  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LF1098
 LF1098                          STATION DESCRIPTION
 LF1098
 LF1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF1098'2.5 MI W FROM NEBRASKA CITY.
 LF1098'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1098'FROM THE STATION AT NEBRASKA CITY, OTOE COUNTY, 825 FEET WEST OF
 LF1098'MILEPOST 8, 113 FEET EAST OF BRIDGE 8.18, AT A ROAD CROSSING,
 LF1098'47.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 37 FEET WEST OF
 LF1098'THE CENTERLINE OF THE ROAD, AND 10 FEET WEST OF A FENCE CORNER.
 LF1098'A STANDARD DISK, STAMPED 1026.917 C 12 1933 AND SET IN THE TOP
 LF1098'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LF1098
 LF1098                          STATION RECOVERY (1977)
 LF1098
 LF1098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1098'DIRT WAS REMOVED FROM THE SOUTH SIDE OF THE MONUMENT LEAVING THE
 LF1098'SOUTH SIDE OF THE MONUMENT EXPOSED. STATION MAY HAVE BEEN MOVED AND
 LF1098'PUSHED BACK
 LF1098
 LF1098                          STATION RECOVERY (1991)
 LF1098
 LF1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1098'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0137 ***********************************************************************
 MM0137  DESIGNATION -  C 120
 MM0137  PID         -  MM0137
 MM0137  STATE/COUNTY-  NE/LOGAN
 MM0137  COUNTRY     -  US
 MM0137  USGS QUAD   -  STAPLETON (2017)
 MM0137
 MM0137                         *CURRENT SURVEY CONTROL
 MM0137  ______________________________________________________________________
 MM0137* NAD 83(1986) POSITION- 41 28 50.06   (N) 100 33 09.91   (W)   HD_HELD1
 MM0137* NAVD 88 ORTHO HEIGHT -   897.282 (meters)     2943.83  (feet) ADJUSTED
 MM0137  ______________________________________________________________________
 MM0137  GEOID HEIGHT    -        -21.860 (meters)                     GEOID18
 MM0137  DYNAMIC HEIGHT  -        896.783 (meters)     2942.20  (feet) COMP
 MM0137  MODELED GRAVITY -    980,035.9   (mgal)                       NAVD 88
 MM0137
 MM0137  VERT ORDER      -  SECOND    CLASS 0
 MM0137
 MM0137.The horizontal coordinates were determined by differentially corrected
 MM0137.hand held GPS observations or other comparable positioning techniques
 MM0137.and have an estimated accuracy of +/- 3 meters.
 MM0137
 MM0137.The orthometric height was determined by differential leveling and
 MM0137.adjusted by the NATIONAL GEODETIC SURVEY
 MM0137.in June 1991.
 MM0137
 MM0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0137.GEOID18 height accuracy estimate available here.
 MM0137
 MM0137.Click photographs - Photos may exist for this station.
 MM0137
 MM0137.The dynamic height is computed by dividing the NAVD 88
 MM0137.geopotential number by the normal gravity value computed on the
 MM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0137.degrees latitude (g = 980.6199 gals.).
 MM0137
 MM0137.The modeled gravity was interpolated from observed gravity values.
 MM0137
 MM0137;                    North         East    Units  Estimated Accuracy
 MM0137;SPC NE       -   183,032.6     453,849.5     MT  (+/- 3 meters HH1 GPS) 
 MM0137
 MM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7036293271(NAD 83)
 MM0137
 MM0137                          SUPERSEDED SURVEY CONTROL
 MM0137
 MM0137  NGVD 29 (??/??/92)  896.972  (m)         2942.82   (f) ADJ UNCH    2 0
 MM0137
 MM0137.Superseded values are not recommended for survey control.
 MM0137
 MM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0137.See file dsdata.pdf to determine how the superseded data were derived.
 MM0137
 MM0137_MARKER: DB = BENCH MARK DISK
 MM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0137_STAMPING: C 120 1934
 MM0137_MARK LOGO: CGS
 MM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0137+STABILITY: SURFACE MOTION
 MM0137
 MM0137  HISTORY     - Date     Condition        Report By
 MM0137  HISTORY     - 1934     MONUMENTED       CGS
 MM0137  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0137
 MM0137                          STATION DESCRIPTION
 MM0137
 MM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0137'2.2 MI W FROM STAPLETON.
 MM0137'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0137'COURTHOUSE AT STAPLETON, LOGAN COUNTY, 44 FEET NORTH OF THE
 MM0137'CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF THE EAST END OF A
 MM0137'FIELD ENTRANCE, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 MM0137'STANDARD DISK, STAMPED C 120 1934 AND SET IN THE TOP OF A
 MM0137'CONCRETE POST.
 MM0137
 MM0137                          STATION RECOVERY (1972)
 MM0137
 MM0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0544 ***********************************************************************
 ML0544  DESIGNATION -  C 121
 ML0544  PID         -  ML0544
 ML0544  STATE/COUNTY-  NE/WHEELER
 ML0544  COUNTRY     -  US
 ML0544  USGS QUAD   -  BARTLETT SE (2017)
 ML0544
 ML0544                         *CURRENT SURVEY CONTROL
 ML0544  ______________________________________________________________________
 ML0544* NAD 83(1986) POSITION- 41 52 21.     (N) 098 32 51.     (W)   SCALED
 ML0544* NAVD 88 ORTHO HEIGHT -   668.758 (meters)     2194.08  (feet) ADJUSTED
 ML0544  ______________________________________________________________________
 ML0544  GEOID HEIGHT    -        -24.154 (meters)                     GEOID18
 ML0544  DYNAMIC HEIGHT  -        668.457 (meters)     2193.10  (feet) COMP
 ML0544  MODELED GRAVITY -    980,149.2   (mgal)                       NAVD 88
 ML0544
 ML0544  VERT ORDER      -  SECOND    CLASS 0
 ML0544
 ML0544.The horizontal coordinates were scaled from a map and have
 ML0544.an estimated accuracy of +/- 6 seconds.
 ML0544
 ML0544.The orthometric height was determined by differential leveling and
 ML0544.adjusted by the NATIONAL GEODETIC SURVEY
 ML0544.in June 1991.
 ML0544
 ML0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0544.GEOID18 height accuracy estimate available here.
 ML0544
 ML0544.Click photographs - Photos may exist for this station.
 ML0544
 ML0544.The dynamic height is computed by dividing the NAVD 88
 ML0544.geopotential number by the normal gravity value computed on the
 ML0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0544.degrees latitude (g = 980.6199 gals.).
 ML0544
 ML0544.The modeled gravity was interpolated from observed gravity values.
 ML0544
 ML0544;                    North         East    Units  Estimated Accuracy
 ML0544;SPC NE       -   227,410.      620,540.      MT  (+/- 180 meters Scaled)
 ML0544
 ML0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375357(NAD 83)
 ML0544
 ML0544                          SUPERSEDED SURVEY CONTROL
 ML0544
 ML0544  NGVD 29 (??/??/92)  668.530  (m)         2193.34   (f) ADJ UNCH    2 0
 ML0544
 ML0544.Superseded values are not recommended for survey control.
 ML0544
 ML0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0544.See file dsdata.pdf to determine how the superseded data were derived.
 ML0544
 ML0544_MARKER: DB = BENCH MARK DISK
 ML0544_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0544_STAMPING: C 121 1935
 ML0544_MARK LOGO: CGS
 ML0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0544
 ML0544  HISTORY     - Date     Condition        Report By
 ML0544  HISTORY     - 1935     MONUMENTED       CGS
 ML0544  HISTORY     - 1938     GOOD             CGS
 ML0544
 ML0544                          STATION DESCRIPTION
 ML0544
 ML0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0544'1 MI SE FROM BARTLETT.
 ML0544'1.0 MILE SOUTHEAST OF THE COURT HOUSE AT BARTLETT, ALONG U.S.
 ML0544'HIGHWAY NO. 281 BETWEEN BARTLETT AND SPALDING, IN A VALLEY BETWEEN
 ML0544'TWO HILLS, 0.1 MILE NORTH OF A CURVE IN THE HIGHWAY, 36 FEET EAST
 ML0544'OF THE CENTER OF THE HIGHWAY, 3.5 FEET WEST OF THE RIGHT OF WAY
 ML0544'FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0342 ***********************************************************************
 ML0342  DESIGNATION -  C 125
 ML0342  PID         -  ML0342
 ML0342  STATE/COUNTY-  NE/HOWARD
 ML0342  COUNTRY     -  US
 ML0342  USGS QUAD   -  ELBA (2017)
 ML0342
 ML0342                         *CURRENT SURVEY CONTROL
 ML0342  ______________________________________________________________________
 ML0342* NAD 83(1986) POSITION- 41 15 58.     (N) 098 31 07.     (W)   SCALED
 ML0342* NAVD 88 ORTHO HEIGHT -   547.569 (meters)     1796.48  (feet) ADJUSTED
 ML0342  ______________________________________________________________________
 ML0342  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 ML0342  DYNAMIC HEIGHT  -        547.301 (meters)     1795.60  (feet) COMP
 ML0342  MODELED GRAVITY -    980,117.1   (mgal)                       NAVD 88
 ML0342
 ML0342  VERT ORDER      -  SECOND    CLASS 0
 ML0342
 ML0342.The horizontal coordinates were scaled from a map and have
 ML0342.an estimated accuracy of +/- 6 seconds.
 ML0342
 ML0342.The orthometric height was determined by differential leveling and
 ML0342.adjusted by the NATIONAL GEODETIC SURVEY
 ML0342.in June 1991.
 ML0342
 ML0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0342.GEOID18 height accuracy estimate available here.
 ML0342
 ML0342.Click photographs - Photos may exist for this station.
 ML0342
 ML0342.The dynamic height is computed by dividing the NAVD 88
 ML0342.geopotential number by the normal gravity value computed on the
 ML0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0342.degrees latitude (g = 980.6199 gals.).
 ML0342
 ML0342.The modeled gravity was interpolated from observed gravity values.
 ML0342
 ML0342;                    North         East    Units  Estimated Accuracy
 ML0342;SPC NE       -   160,140.      624,090.      MT  (+/- 180 meters Scaled)
 ML0342
 ML0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL403684(NAD 83)
 ML0342
 ML0342                          SUPERSEDED SURVEY CONTROL
 ML0342
 ML0342  NGVD 29 (??/??/92)  547.333  (m)         1795.71   (f) ADJ UNCH    2 0
 ML0342
 ML0342.Superseded values are not recommended for survey control.
 ML0342
 ML0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0342.See file dsdata.pdf to determine how the superseded data were derived.
 ML0342
 ML0342_MARKER: DB = BENCH MARK DISK
 ML0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0342_STAMPING: C-125 1935
 ML0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0342+STABILITY: SURFACE MOTION
 ML0342
 ML0342  HISTORY     - Date     Condition        Report By
 ML0342  HISTORY     - 1935     MONUMENTED       CGS
 ML0342
 ML0342                          STATION DESCRIPTION
 ML0342
 ML0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0342'2.8 MI SE FROM ELBA.
 ML0342'2.85 MILES SOUTHEAST OF THE DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0342'RAILROAD BETWEEN ST. PAUL AND ORD, AT RAILROAD MILEAGE 27.86,
 ML0342'136.4 FEET EAST OF THE CENTER OF ROAD CROSSING, 4 1/2 POLES EAST
 ML0342'OF MILE POST 28, AND 39.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 ML0342'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0630 ***********************************************************************
 ML0630  DESIGNATION -  C 126
 ML0630  PID         -  ML0630
 ML0630  STATE/COUNTY-  NE/GARFIELD
 ML0630  COUNTRY     -  US
 ML0630  USGS QUAD   -  BURWELL (2017)
 ML0630
 ML0630                         *CURRENT SURVEY CONTROL
 ML0630  ______________________________________________________________________
 ML0630* NAD 83(1995) POSITION- 41 48 11.69311(N) 099 07 32.12751(W)   ADJUSTED
 ML0630* NAD 83(1995) ELLIP HT-   646.479 (meters)        (06/27/02)   ADJUSTED
 ML0630* NAVD 88 ORTHO HEIGHT -   669.877 (meters)     2197.75  (feet) ADJUSTED
 ML0630  ______________________________________________________________________
 ML0630  GEOID HEIGHT    -        -23.551 (meters)                     GEOID18
 ML0630  NAD 83(1995) X  -   -755,260.827 (meters)                     COMP
 ML0630  NAD 83(1995) Y  - -4,701,802.543 (meters)                     COMP
 ML0630  NAD 83(1995) Z  -  4,229,769.368 (meters)                     COMP
 ML0630  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 ML0630  DYNAMIC HEIGHT  -        669.554 (meters)     2196.70  (feet) COMP
 ML0630  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 ML0630
 ML0630  HORZ ORDER      -  FIRST
 ML0630  VERT ORDER      -  SECOND    CLASS 0
 ML0630  ELLP ORDER      -  FOURTH    CLASS I
 ML0630
 ML0630.The horizontal coordinates were established by GPS observations
 ML0630.and adjusted by the National Geodetic Survey in August 1997.
 ML0630
 ML0630.The orthometric height was determined by differential leveling and
 ML0630.adjusted by the NATIONAL GEODETIC SURVEY
 ML0630.in June 1991.
 ML0630
 ML0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0630.GEOID18 height accuracy estimate available here.
 ML0630
 ML0630.Click photographs - Photos may exist for this station.
 ML0630
 ML0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0630
 ML0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0630
 ML0630.The ellipsoidal height was determined by GPS observations
 ML0630.and is referenced to NAD 83.
 ML0630
 ML0630.The dynamic height is computed by dividing the NAVD 88
 ML0630.geopotential number by the normal gravity value computed on the
 ML0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0630.degrees latitude (g = 980.6199 gals.).
 ML0630
 ML0630.The modeled gravity was interpolated from observed gravity values.
 ML0630
 ML0630. The following values were computed from the NAD 83(1995) position.
 ML0630
 ML0630;                    North         East     Units Scale Factor Converg.
 ML0630;SPC NE       -   219,078.761   572,643.120   MT  0.99967203   +0 34 46.1
 ML0630;SPC NE       -   718,760.90  1,878,746.64   sFT  0.99967203   +0 34 46.1
 ML0630;UTM  14      - 4,627,939.083   489,566.874   MT  0.99960134   -0 05 01.4
 ML0630
 ML0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0630!SPC NE       -   0.99989861  x   0.99967203  =   0.99957068
 ML0630!UTM  14      -   0.99989861  x   0.99960134  =   0.99949999
 ML0630
 ML0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8956627939(NAD 83)
 ML0630
 ML0630                          SUPERSEDED SURVEY CONTROL
 ML0630
 ML0630  ELLIP H (08/18/97)  646.490  (m)                       GP(       ) 4 1
 ML0630  NAD 83(1986)-  41 48 11.70076(N)    099 07 32.13285(W) AD(       ) 1
 ML0630  NGVD 29 (??/??/92)  669.612  (m)         2196.89   (f) ADJ UNCH    2 0
 ML0630  NGVD 29 (02/23/90)  670.     (m)  RAPSU86  model used  GPS OBS        
 ML0630
 ML0630.Superseded values are not recommended for survey control.
 ML0630
 ML0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0630.See file dsdata.pdf to determine how the superseded data were derived.
 ML0630
 ML0630_MARKER: DB = BENCH MARK DISK
 ML0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0630_STAMPING: C 126 1935
 ML0630_MARK LOGO: CGS
 ML0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0630+STABILITY: SURFACE MOTION
 ML0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0630+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 ML0630
 ML0630  HISTORY     - Date     Condition        Report By
 ML0630  HISTORY     - 1935     MONUMENTED       CGS
 ML0630  HISTORY     - 1964     GOOD             CGS
 ML0630  HISTORY     - 19890516 GOOD             NGS
 ML0630
 ML0630                          STATION DESCRIPTION
 ML0630
 ML0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0630'2 MI NE FROM BURWELL.
 ML0630'0.5 MILE EAST FROM THE COURTHOUSE AT BURWELL, GARFIELD COUNTY,
 ML0630'TO STATE HIGHWAYS 11 AND 91, THENCE LEFT ALONG STATE HIGHWAYS
 ML0630'11 AND 91 TO THE BRIDGE OVER THE LOUP RIVER, CONTINUE NORTH
 ML0630'ON STATE HIGHWAYS 11 AND 91 FOR 0.2 MILE TO WHERE THESE
 ML0630'HIGHWAYS TURN EAST, CONTINUE NORTH ON THE OLD HIGHWAY FOR
 ML0630'1.1 MILES TO CEMETERY AND BENCH MARK ON THE LEFT, 28.4 FEET
 ML0630'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.2 FEET SOUTH OF THE
 ML0630'NORTHEAST CORNER OF THE CEMETERY, AND 0.5 FOOT EAST OF THE
 ML0630'CEMETERY FENCE.  A STANDARD DISK, STAMPED C 126 1935 AND SET
 ML0630'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 ML0630
 ML0630                          STATION RECOVERY (1989)
 ML0630
 ML0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0630'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTH-NORTHEAST OF
 ML0630'BURWELL, ALONG THE OLD STATE ROUTE 11 RIGHT-OF-WAY AND NEAR THE
 ML0630'NORTHEAST CORNER OF THE BANNER CEMETERY.  OWNERSHIP--GARFIELD COUNTY.
 ML0630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE
 ML0630'HIGHWAY 91, AT THE SOUTHEAST SIDE OF BURWELL, GO NORTH ON STATE
 ML0630'HIGHWAYS 11 AND 91 FOR 1.8 KM (1.10 MI) TO THE NORTH LOUP RIVER
 ML0630'BRIDGE.  CONTINUE AHEAD FOR 0.32 KM (0.20 MI) TO WHERE THE HIGHWAY
 ML0630'BEARS EAST AND A PAVED ROAD (OLD STATE HIGHWAY 11) ON THE LEFT.  TURN
 ML0630'LEFT AND GO NORTH-NORTHWEST THEN NORTH ALONG THE PAVED ROAD, THEN
 ML0630'GRAVEL ROAD FOR 1.8 KM (1.10 MI) TO THE NORTHEAST CORNER OF THE
 ML0630'CEMETERY AND THE STATION ON THE LEFT.
 ML0630'THE STATION MARK IS SET 8.8 M (28.9 FT) WEST OF THE APPROXIMATE CENTER
 ML0630'OF THE ROAD, 3.5 M (11.5 FT) SOUTH OF THE NORTHEAST CEMETERY FENCE
 ML0630'CORNER AND 0.25 M (0.8 FT) EAST OF THE CEMETERY FENCELINE.
 ML0630'DESCRIBED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0259 ***********************************************************************
 NN0259  DESIGNATION -  C 127
 NN0259  PID         -  NN0259
 NN0259  STATE/COUNTY-  NE/HOLT
 NN0259  COUNTRY     -  US
 NN0259  USGS QUAD   -  EMMET NW (2017)
 NN0259
 NN0259                         *CURRENT SURVEY CONTROL
 NN0259  ______________________________________________________________________
 NN0259* NAD 83(1986) POSITION- 42 26 07.     (N) 098 58 12.     (W)   SCALED
 NN0259* NAVD 88 ORTHO HEIGHT -   650.964 (meters)     2135.70  (feet) ADJUSTED
 NN0259  ______________________________________________________________________
 NN0259  GEOID HEIGHT    -        -23.919 (meters)                     GEOID18
 NN0259  DYNAMIC HEIGHT  -        650.701 (meters)     2134.84  (feet) COMP
 NN0259  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 NN0259
 NN0259  VERT ORDER      -  SECOND    CLASS 0
 NN0259
 NN0259.The horizontal coordinates were scaled from a map and have
 NN0259.an estimated accuracy of +/- 6 seconds.
 NN0259
 NN0259.The orthometric height was determined by differential leveling and
 NN0259.adjusted by the NATIONAL GEODETIC SURVEY
 NN0259.in June 1991.
 NN0259
 NN0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0259.GEOID18 height accuracy estimate available here.
 NN0259
 NN0259.Click photographs - Photos may exist for this station.
 NN0259
 NN0259.The dynamic height is computed by dividing the NAVD 88
 NN0259.geopotential number by the normal gravity value computed on the
 NN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0259.degrees latitude (g = 980.6199 gals.).
 NN0259
 NN0259.The modeled gravity was interpolated from observed gravity values.
 NN0259
 NN0259;                    North         East    Units  Estimated Accuracy
 NN0259;SPC NE       -   289,400.      584,730.      MT  (+/- 180 meters Scaled)
 NN0259
 NN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM024981(NAD 83)
 NN0259
 NN0259                          SUPERSEDED SURVEY CONTROL
 NN0259
 NN0259  NGVD 29 (??/??/92)  650.735  (m)         2134.95   (f) ADJ UNCH    2 0
 NN0259
 NN0259.Superseded values are not recommended for survey control.
 NN0259
 NN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0259.See file dsdata.pdf to determine how the superseded data were derived.
 NN0259
 NN0259_MARKER: DB = BENCH MARK DISK
 NN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0259_STAMPING: C 127 1935
 NN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0259+STABILITY: SURFACE MOTION
 NN0259
 NN0259  HISTORY     - Date     Condition        Report By
 NN0259  HISTORY     - 1935     MONUMENTED       CGS
 NN0259  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0259
 NN0259                          STATION DESCRIPTION
 NN0259
 NN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0259'6.5 MI S FROM ATKINSON.
 NN0259'6.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0259'ATKINSON, HOLT COUNTY, AT THE SOUTHEAST CORNER OF A TRIANGULAR
 NN0259'SECTION OF LAND BETWEEN THE HIGHWAY AND A SCHOOLHOUSE, AT THE
 NN0259'SOUTH END OF A CURVE, 400 FEET EAST OF THE SCHOOLHOUSE, AT A
 NN0259'ROAD INTERSECTION, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NN0259'41.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH
 NN0259'OF A CORNER POST, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A
 NN0259'STANDARD DISK, STAMPED C 127 1935 AND SET IN THE TOP OF A
 NN0259'CONCRETE POST.
 NN0259
 NN0259                          STATION RECOVERY (1964)
 NN0259
 NN0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0299 ***********************************************************************
 LG0299  DESIGNATION -  C 13
 LG0299  PID         -  LG0299
 LG0299  STATE/COUNTY-  NE/LANCASTER
 LG0299  COUNTRY     -  US
 LG0299  USGS QUAD   -  LINCOLN (2017)
 LG0299
 LG0299                         *CURRENT SURVEY CONTROL
 LG0299  ______________________________________________________________________
 LG0299* NAD 83(1986) POSITION- 40 45 19.     (N) 096 38 41.     (W)   SCALED
 LG0299* NAVD 88 ORTHO HEIGHT -   377.470 (meters)     1238.42  (feet) ADJUSTED
 LG0299  ______________________________________________________________________
 LG0299  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 LG0299  DYNAMIC HEIGHT  -        377.307 (meters)     1237.88  (feet) COMP
 LG0299  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 LG0299
 LG0299  VERT ORDER      -  FIRST     CLASS II
 LG0299
 LG0299.The horizontal coordinates were scaled from a map and have
 LG0299.an estimated accuracy of +/- 6 seconds.
 LG0299
 LG0299.The orthometric height was determined by differential leveling and
 LG0299.adjusted by the NATIONAL GEODETIC SURVEY
 LG0299.in June 1991.
 LG0299
 LG0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0299.GEOID18 height accuracy estimate available here.
 LG0299
 LG0299.Click photographs - Photos may exist for this station.
 LG0299
 LG0299.The dynamic height is computed by dividing the NAVD 88
 LG0299.geopotential number by the normal gravity value computed on the
 LG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0299.degrees latitude (g = 980.6199 gals.).
 LG0299
 LG0299.The modeled gravity was interpolated from observed gravity values.
 LG0299
 LG0299;                    North         East    Units  Estimated Accuracy
 LG0299;SPC NE       -   107,860.      783,200.      MT  (+/- 180 meters Scaled)
 LG0299
 LG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL988142(NAD 83)
 LG0299
 LG0299                          SUPERSEDED SURVEY CONTROL
 LG0299
 LG0299  NGVD 29 (??/??/92)  377.374  (m)         1238.10   (f) ADJ UNCH    1 2
 LG0299
 LG0299.Superseded values are not recommended for survey control.
 LG0299
 LG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0299.See file dsdata.pdf to determine how the superseded data were derived.
 LG0299
 LG0299_MARKER: DB = BENCH MARK DISK
 LG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0299_STAMPING: 1237.629 C 13 1933
 LG0299_MARK LOGO: CGS
 LG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0299+STABILITY: SURFACE MOTION
 LG0299
 LG0299  HISTORY     - Date     Condition        Report By
 LG0299  HISTORY     - 1933     MONUMENTED       CGS
 LG0299  HISTORY     - 1960     GOOD             CGS
 LG0299  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0299
 LG0299                          STATION DESCRIPTION
 LG0299
 LG0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LG0299'3.9 MI NW FROM CHENEY.
 LG0299'3.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0299'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 0.4
 LG0299'MILE SOUTHEAST OF THE SIDING SIGN COLLEGE VIEW NO. 2, 1/4 MILE
 LG0299'NORTHWEST OF MILEPOST 56, AT THE WEST END OF A CURVE IN STATE
 LG0299'HIGHWAY 2, 96 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LG0299'AT A GRAVEL-ROAD CROSSING, 40 FEET NORTHEAST OF THE CENTER OF THE
 LG0299'CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE TRACK, 9 FEET
 LG0299'NORTHWEST OF A POLE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 LG0299'POST.  A STANDARD DISK, STAMPED 1237.629 C 13 1933 AND SET IN
 LG0299'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0299
 LG0299                          STATION RECOVERY (1991)
 LG0299
 LG0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0299'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 LG0299'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0341 ***********************************************************************
 NO0341  DESIGNATION -  C 130
 NO0341  PID         -  NO0341
 NO0341  STATE/COUNTY-  NE/CHERRY
 NO0341  COUNTRY     -  US
 NO0341  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0341
 NO0341                         *CURRENT SURVEY CONTROL
 NO0341  ______________________________________________________________________
 NO0341* NAD 83(1986) POSITION- 42 37 52.     (N) 101 40 21.     (W)   SCALED
 NO0341* NAVD 88 ORTHO HEIGHT -  1056.628 (meters)     3466.62  (feet) ADJUSTED
 NO0341  ______________________________________________________________________
 NO0341  GEOID HEIGHT    -        -19.227 (meters)                     GEOID18
 NO0341  DYNAMIC HEIGHT  -       1056.123 (meters)     3464.96  (feet) COMP
 NO0341  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 NO0341
 NO0341  VERT ORDER      -  SECOND    CLASS 0
 NO0341
 NO0341.The horizontal coordinates were scaled from a map and have
 NO0341.an estimated accuracy of +/- 6 seconds.
 NO0341
 NO0341.The orthometric height was determined by differential leveling and
 NO0341.adjusted by the NATIONAL GEODETIC SURVEY
 NO0341.in June 1991.
 NO0341
 NO0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0341.GEOID18 height accuracy estimate available here.
 NO0341
 NO0341.Click photographs - Photos may exist for this station.
 NO0341
 NO0341.The dynamic height is computed by dividing the NAVD 88
 NO0341.geopotential number by the normal gravity value computed on the
 NO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0341.degrees latitude (g = 980.6199 gals.).
 NO0341
 NO0341.The modeled gravity was interpolated from observed gravity values.
 NO0341
 NO0341;                    North         East    Units  Estimated Accuracy
 NO0341;SPC NE       -   311,970.      362,840.      MT  (+/- 180 meters Scaled)
 NO0341
 NO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN808233(NAD 83)
 NO0341
 NO0341                          SUPERSEDED SURVEY CONTROL
 NO0341
 NO0341  NGVD 29 (??/??/92) 1056.188  (m)         3465.18   (f) ADJ UNCH    2 0
 NO0341
 NO0341.Superseded values are not recommended for survey control.
 NO0341
 NO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0341.See file dsdata.pdf to determine how the superseded data were derived.
 NO0341
 NO0341_MARKER: DB = BENCH MARK DISK
 NO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0341_STAMPING: C 130 1934
 NO0341_MARK LOGO: CGS
 NO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0341+STABILITY: SURFACE MOTION
 NO0341
 NO0341  HISTORY     - Date     Condition        Report By
 NO0341  HISTORY     - 1934     MONUMENTED       CGS
 NO0341  HISTORY     - 1948     GOOD             CGS
 NO0341  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0341
 NO0341                          STATION DESCRIPTION
 NO0341
 NO0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0341'23.5 MI S FROM MERRIMAN.
 NO0341'23.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0341'COUNTY, 4.0 MILES NORTH OF SNAKE RIVER, 0.7 MILE SOUTH OF AN
 NO0341'EAST-AND-WEST SECTION-LINE FENCE, 1.6 MILES NORTH OF A WINDMILL
 NO0341'AND TANK, 0.5 MILE SOUTH OF ANOTHER WINDMILL AND TANK, 22 YARDS
 NO0341'EAST OF THE OLD ROAD, AND 25 YARDS EAST OF THE CENTERLINE OF
 NO0341'THE HIGHWAY.  A STANDARD DISK, STAMPED C 130 1934 AND SET IN THE
 NO0341'TOP OF A CONCRETE POST.  20.4 MILES (AIR LINE) SOUTH OF MERRIMAN
 NO0341'3.9 MILES NORTH OF CLIFFORD BRIDGE OVER SNAKE RIVER, 1.7 MILES
 NO0341'SOUTH OF HARRY FISHER RANCH HOUSE, IN SOUTHWEST 1/4 SEC. 28,
 NO0341'T. 31 N., R. 37 W., 0.5 MILES SOUTH OF WINDMILL, IN LOWEST PART
 NO0341'OF SMALL VALLEY, 110 FEET SOUTH OF BLOWOUT 100 FEET IN DIAMETER,
 NO0341'190 FEET NORTHEAST OF TRAIL.
 NO0341
 NO0341                          STATION RECOVERY (1988)
 NO0341
 NO0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1241 ***********************************************************************
 MK1241  DESIGNATION -  C 130
 MK1241  PID         -  MK1241
 MK1241  STATE/COUNTY-  NE/PLATTE
 MK1241  COUNTRY     -  US
 MK1241  USGS QUAD   -  COLUMBUS (2017)
 MK1241
 MK1241                         *CURRENT SURVEY CONTROL
 MK1241  ______________________________________________________________________
 MK1241* NAD 83(1986) POSITION- 41 25 44.     (N) 097 20 40.     (W)   SCALED
 MK1241* NAVD 88 ORTHO HEIGHT -   439.340 (meters)     1441.40  (feet) ADJUSTED
 MK1241  ______________________________________________________________________
 MK1241  GEOID HEIGHT    -        -25.395 (meters)                     GEOID18
 MK1241  DYNAMIC HEIGHT  -        439.148 (meters)     1440.77  (feet) COMP
 MK1241  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 MK1241
 MK1241  VERT ORDER      -  SECOND    CLASS 0
 MK1241
 MK1241.The horizontal coordinates were scaled from a map and have
 MK1241.an estimated accuracy of +/- 6 seconds.
 MK1241
 MK1241.The orthometric height was determined by differential leveling and
 MK1241.adjusted by the NATIONAL GEODETIC SURVEY
 MK1241.in June 1991.
 MK1241
 MK1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1241.GEOID18 height accuracy estimate available here.
 MK1241
 MK1241.Click photographs - Photos may exist for this station.
 MK1241
 MK1241.The dynamic height is computed by dividing the NAVD 88
 MK1241.geopotential number by the normal gravity value computed on the
 MK1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1241.degrees latitude (g = 980.6199 gals.).
 MK1241
 MK1241.The modeled gravity was interpolated from observed gravity values.
 MK1241
 MK1241;                    North         East    Units  Estimated Accuracy
 MK1241;SPC NE       -   180,550.      721,860.      MT  (+/- 180 meters Scaled)
 MK1241
 MK1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL383876(NAD 83)
 MK1241
 MK1241                          SUPERSEDED SURVEY CONTROL
 MK1241
 MK1241  NGVD 29 (??/??/92)  439.152  (m)         1440.78   (f) ADJ UNCH    2 0
 MK1241
 MK1241.Superseded values are not recommended for survey control.
 MK1241
 MK1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1241.See file dsdata.pdf to determine how the superseded data were derived.
 MK1241
 MK1241_MARKER: DB = BENCH MARK DISK
 MK1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1241_STAMPING: C 130 1935
 MK1241_MARK LOGO: CGS
 MK1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1241+STABILITY: SURFACE MOTION
 MK1241
 MK1241  HISTORY     - Date     Condition        Report By
 MK1241  HISTORY     - 1935     MONUMENTED       CGS
 MK1241
 MK1241                          STATION DESCRIPTION
 MK1241
 MK1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1241'0.8 MI E FROM COLUMBUS.
 MK1241'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREMONT,
 MK1241'195.5 FEET WEST OF THE SOUTHWEST CORNER OF C.B. AND Q. SWITCH
 MK1241'TOWER, 36.5 FEET NORTH OF NORTH RAIL OF MAIN TRACK, AND 34.7
 MK1241'FEET SOUTH WEST OF CITY FIRE PLUG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0488 ***********************************************************************
 MK0488  DESIGNATION -  C 131
 MK0488  PID         -  MK0488
 MK0488  STATE/COUNTY-  NE/DODGE
 MK0488  COUNTRY     -  US
 MK0488  USGS QUAD   -  FREMONT EAST (2017)
 MK0488
 MK0488                         *CURRENT SURVEY CONTROL
 MK0488  ______________________________________________________________________
 MK0488* NAD 83(1986) POSITION- 41 26 09.     (N) 096 23 47.     (W)   SCALED
 MK0488* NAVD 88 ORTHO HEIGHT -   356.222 (meters)     1168.71  (feet) ADJUSTED
 MK0488  ______________________________________________________________________
 MK0488  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 MK0488  DYNAMIC HEIGHT  -        356.056 (meters)     1168.16  (feet) COMP
 MK0488  MODELED GRAVITY -    980,149.3   (mgal)                       NAVD 88
 MK0488
 MK0488  VERT ORDER      -  SECOND    CLASS 0
 MK0488
 MK0488.The horizontal coordinates were scaled from a map and have
 MK0488.an estimated accuracy of +/- 6 seconds.
 MK0488
 MK0488.The orthometric height was determined by differential leveling and
 MK0488.adjusted by the NATIONAL GEODETIC SURVEY
 MK0488.in June 1991.
 MK0488
 MK0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0488.GEOID18 height accuracy estimate available here.
 MK0488
 MK0488.Click photographs - Photos may exist for this station.
 MK0488
 MK0488.The dynamic height is computed by dividing the NAVD 88
 MK0488.geopotential number by the normal gravity value computed on the
 MK0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0488.degrees latitude (g = 980.6199 gals.).
 MK0488
 MK0488.The modeled gravity was interpolated from observed gravity values.
 MK0488
 MK0488;                    North         East    Units  Estimated Accuracy
 MK0488;SPC NE       -   184,190.      801,000.      MT  (+/- 180 meters Scaled)
 MK0488
 MK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL175904(NAD 83)
 MK0488
 MK0488                          SUPERSEDED SURVEY CONTROL
 MK0488
 MK0488  NGVD 29 (??/??/92)  356.075  (m)         1168.22   (f) ADJ UNCH    2 0
 MK0488
 MK0488.Superseded values are not recommended for survey control.
 MK0488
 MK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0488.See file dsdata.pdf to determine how the superseded data were derived.
 MK0488
 MK0488_MARKER: DB = BENCH MARK DISK
 MK0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0488_STAMPING: C 131 1935
 MK0488_MARK LOGO: CGS
 MK0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0488+STABILITY: SURFACE MOTION
 MK0488
 MK0488  HISTORY     - Date     Condition        Report By
 MK0488  HISTORY     - 1935     MONUMENTED       CGS
 MK0488  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0488
 MK0488                          STATION DESCRIPTION
 MK0488
 MK0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0488'5.4 MI E FROM FREMONT.
 MK0488'5.4 MILES EAST OF C. AND N.W. DEPOT BY RAIL.  ALONG THE
 MK0488'CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT, NEBRASKA,
 MK0488'AND CALIFORNIA, IOWA, 9 RAILS WEST OF MILE POST 32.  103 FEET
 MK0488'EAST OF THE CENTER OR ROAD CROSSING, AND 38.3 FEET SOUTH
 MK0488'OF SOUTH RAIL OF MAIN TRACK.
 MK0488
 MK0488                          STATION RECOVERY (1966)
 MK0488
 MK0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1055 ***********************************************************************
 MK1055  DESIGNATION -  C 132
 MK1055  PID         -  MK1055
 MK1055  STATE/COUNTY-  NE/DODGE
 MK1055  COUNTRY     -  US
 MK1055  USGS QUAD   -  UEHLING (2017)
 MK1055
 MK1055                         *CURRENT SURVEY CONTROL
 MK1055  ______________________________________________________________________
 MK1055* NAD 83(1986) POSITION- 41 42 34.     (N) 096 30 56.     (W)   SCALED
 MK1055* NAVD 88 ORTHO HEIGHT -   375.352 (meters)     1231.47  (feet) ADJUSTED
 MK1055  ______________________________________________________________________
 MK1055  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 MK1055  DYNAMIC HEIGHT  -        375.211 (meters)     1231.00  (feet) COMP
 MK1055  MODELED GRAVITY -    980,234.6   (mgal)                       NAVD 88
 MK1055
 MK1055  VERT ORDER      -  SECOND    CLASS 0
 MK1055
 MK1055.The horizontal coordinates were scaled from a map and have
 MK1055.an estimated accuracy of +/- 6 seconds.
 MK1055
 MK1055.The orthometric height was determined by differential leveling and
 MK1055.adjusted by the NATIONAL GEODETIC SURVEY
 MK1055.in June 1991.
 MK1055
 MK1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1055.GEOID18 height accuracy estimate available here.
 MK1055
 MK1055.Click photographs - Photos may exist for this station.
 MK1055
 MK1055.The dynamic height is computed by dividing the NAVD 88
 MK1055.geopotential number by the normal gravity value computed on the
 MK1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1055.degrees latitude (g = 980.6199 gals.).
 MK1055
 MK1055.The modeled gravity was interpolated from observed gravity values.
 MK1055
 MK1055;                    North         East    Units  Estimated Accuracy
 MK1055;SPC NE       -   214,140.      789,820.      MT  (+/- 180 meters Scaled)
 MK1055
 MK1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM066204(NAD 83)
 MK1055
 MK1055                          SUPERSEDED SURVEY CONTROL
 MK1055
 MK1055  NGVD 29 (??/??/92)  375.218  (m)         1231.03   (f) ADJ UNCH    2 0
 MK1055
 MK1055.Superseded values are not recommended for survey control.
 MK1055
 MK1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1055.See file dsdata.pdf to determine how the superseded data were derived.
 MK1055
 MK1055_MARKER: DB = BENCH MARK DISK
 MK1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1055_STAMPING: C 132 1935
 MK1055_MARK LOGO: CGS
 MK1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1055+STABILITY: SURFACE MOTION
 MK1055
 MK1055  HISTORY     - Date     Condition        Report By
 MK1055  HISTORY     - 1935     MONUMENTED       CGS
 MK1055  HISTORY     - 1938     GOOD             CGS
 MK1055
 MK1055                          STATION DESCRIPTION
 MK1055
 MK1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1055'1.8 MI S FROM UEHLING.
 MK1055'1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1055'FROM THE STATION AT UEHLING, DODGE COUNTY, 14 RAILS SOUTH OF A
 MK1055'ROAD CROSSING, 86.9 FEET WEST OF MILEPOST 51, 72.3 FEET WEST
 MK1055'OF THE WEST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.
 MK1055'A STANDARD DISK, STAMPED C 132 1935 AND SET IN THE TOP OF A
 MK1055'CONCRETE POST.
 MK1055
 MK1055                          STATION RECOVERY (1938)
 MK1055
 MK1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MK1055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1090 ***********************************************************************
 MK1090  DESIGNATION -  C 133
 MK1090  PID         -  MK1090
 MK1090  STATE/COUNTY-  NE/COLFAX
 MK1090  COUNTRY     -  US
 MK1090  USGS QUAD   -  DODGE (2017)
 MK1090
 MK1090                         *CURRENT SURVEY CONTROL
 MK1090  ______________________________________________________________________
 MK1090* NAD 83(1986) POSITION- 41 42 51.     (N) 096 57 49.     (W)   SCALED
 MK1090* NAVD 88 ORTHO HEIGHT -   466.448 (meters)     1530.34  (feet) ADJUSTED
 MK1090  ______________________________________________________________________
 MK1090  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 MK1090  DYNAMIC HEIGHT  -        466.260 (meters)     1529.72  (feet) COMP
 MK1090  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 MK1090
 MK1090  VERT ORDER      -  SECOND    CLASS 0
 MK1090
 MK1090.The horizontal coordinates were scaled from a map and have
 MK1090.an estimated accuracy of +/- 6 seconds.
 MK1090
 MK1090.The orthometric height was determined by differential leveling and
 MK1090.adjusted by the NATIONAL GEODETIC SURVEY
 MK1090.in June 1991.
 MK1090
 MK1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1090.GEOID18 height accuracy estimate available here.
 MK1090
 MK1090.Click photographs - Photos may exist for this station.
 MK1090
 MK1090.The dynamic height is computed by dividing the NAVD 88
 MK1090.geopotential number by the normal gravity value computed on the
 MK1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1090.degrees latitude (g = 980.6199 gals.).
 MK1090
 MK1090.The modeled gravity was interpolated from observed gravity values.
 MK1090
 MK1090;                    North         East    Units  Estimated Accuracy
 MK1090;SPC NE       -   213,260.      752,550.      MT  (+/- 180 meters Scaled)
 MK1090
 MK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM694200(NAD 83)
 MK1090
 MK1090                          SUPERSEDED SURVEY CONTROL
 MK1090
 MK1090  NGVD 29 (??/??/92)  466.274  (m)         1529.77   (f) ADJ UNCH    2 0
 MK1090
 MK1090.Superseded values are not recommended for survey control.
 MK1090
 MK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1090.See file dsdata.pdf to determine how the superseded data were derived.
 MK1090
 MK1090_MARKER: DB = BENCH MARK DISK
 MK1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1090_STAMPING: C 133 1935
 MK1090_MARK LOGO: CGS
 MK1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1090+STABILITY: SURFACE MOTION
 MK1090
 MK1090  HISTORY     - Date     Condition        Report By
 MK1090  HISTORY     - 1935     MONUMENTED       CGS
 MK1090  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1090
 MK1090                          STATION DESCRIPTION
 MK1090
 MK1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1090'3.4 MI E FROM HOWELL.
 MK1090'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER AND
 MK1090'HUMPHREY, ABOUT 350 FEET EAST OF VIADUCT, 38 FEET EAST OF THE
 MK1090'CENTER LINE OF CROSS ROAD EAST OF VIADUCT, 25.7 FEET SOUTH OF
 MK1090'THE SOUTH RAIL, LEVEL WITH THE TRACK.  NOTE-- RAILROAD TRACK
 MK1090'HAS BEEN REMOVED.  AND MAJOR ROAD CHANGES HAVE TAKEN PLACES.
 MK1090
 MK1090                          STATION RECOVERY (1965)
 MK1090
 MK1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0935 ***********************************************************************
 MK0935  DESIGNATION -  C 134
 MK0935  PID         -  MK0935
 MK0935  STATE/COUNTY-  NE/SAUNDERS
 MK0935  COUNTRY     -  US
 MK0935  USGS QUAD   -  WAHOO EAST (2017)
 MK0935
 MK0935                         *CURRENT SURVEY CONTROL
 MK0935  ______________________________________________________________________
 MK0935* NAD 83(1986) POSITION- 41 12 15.     (N) 096 37 13.     (W)   SCALED
 MK0935* NAVD 88 ORTHO HEIGHT -   358.847 (meters)     1177.32  (feet) ADJUSTED
 MK0935  ______________________________________________________________________
 MK0935  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 MK0935  DYNAMIC HEIGHT  -        358.675 (meters)     1176.75  (feet) COMP
 MK0935  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 MK0935
 MK0935  VERT ORDER      -  SECOND    CLASS 0
 MK0935
 MK0935.The horizontal coordinates were scaled from a map and have
 MK0935.an estimated accuracy of +/- 6 seconds.
 MK0935
 MK0935.The orthometric height was determined by differential leveling and
 MK0935.adjusted by the NATIONAL GEODETIC SURVEY
 MK0935.in June 1991.
 MK0935
 MK0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0935.GEOID18 height accuracy estimate available here.
 MK0935
 MK0935.Click photographs - Photos may exist for this station.
 MK0935
 MK0935.The dynamic height is computed by dividing the NAVD 88
 MK0935.geopotential number by the normal gravity value computed on the
 MK0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0935.degrees latitude (g = 980.6199 gals.).
 MK0935
 MK0935.The modeled gravity was interpolated from observed gravity values.
 MK0935
 MK0935;                    North         East    Units  Estimated Accuracy
 MK0935;SPC NE       -   157,740.      783,310.      MT  (+/- 180 meters Scaled)
 MK0935
 MK0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995641(NAD 83)
 MK0935
 MK0935                          SUPERSEDED SURVEY CONTROL
 MK0935
 MK0935  NGVD 29 (??/??/92)  358.703  (m)         1176.84   (f) ADJ UNCH    2 0
 MK0935
 MK0935.Superseded values are not recommended for survey control.
 MK0935
 MK0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0935.See file dsdata.pdf to determine how the superseded data were derived.
 MK0935
 MK0935_MARKER: DB = BENCH MARK DISK
 MK0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0935_STAMPING: C 134 1935
 MK0935_MARK LOGO: CGS
 MK0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0935+STABILITY: SURFACE MOTION
 MK0935
 MK0935  HISTORY     - Date     Condition        Report By
 MK0935  HISTORY     - 1935     MONUMENTED       CGS
 MK0935  HISTORY     - 1968     POOR             CGS
 MK0935
 MK0935                          STATION DESCRIPTION
 MK0935
 MK0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0935'IN WAHOO.
 MK0935'0.8 MI S. OF C. AND N.W. DEPOT.  NEAR THE CROSSING OF THE CHICAGO
 MK0935'AND NORTH WESTERN RAILWAY AND THE UNION PACIFIC RAILROAD.  33.6
 MK0935'FEET EAST OF EAST RAIL OF CHICAGO AND NORTH WESTERN RAILWAY
 MK0935'TRACK, 48 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES
 MK0935'OF THE TWO TRACKS, AND 40 FEET NORTH OF THE NORTH RAIL OF THE
 MK0935'UNION PACIFIC RAILROAD TRACK.  NOTE-- MARK IS IN POSITION AS
 MK0935'DESCRIBED BUT IS LOOSE.
 MK0935
 MK0935                          STATION RECOVERY (1968)
 MK0935
 MK0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0935'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0678 ***********************************************************************
 LG0678  DESIGNATION -  C 135
 LG0678  PID         -  LG0678
 LG0678  STATE/COUNTY-  NE/FILLMORE
 LG0678  COUNTRY     -  US
 LG0678  USGS QUAD   -  FAIRMONT (2017)
 LG0678
 LG0678                         *CURRENT SURVEY CONTROL
 LG0678  ______________________________________________________________________
 LG0678* NAD 83(1986) POSITION- 40 39 43.     (N) 097 34 41.     (W)   SCALED
 LG0678* NAVD 88 ORTHO HEIGHT -   498.698 (meters)     1636.15  (feet) ADJUSTED
 LG0678  ______________________________________________________________________
 LG0678  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 LG0678  DYNAMIC HEIGHT  -        498.426 (meters)     1635.25  (feet) COMP
 LG0678  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 LG0678
 LG0678  VERT ORDER      -  SECOND    CLASS 0
 LG0678
 LG0678.The horizontal coordinates were scaled from a map and have
 LG0678.an estimated accuracy of +/- 6 seconds.
 LG0678
 LG0678.The orthometric height was determined by differential leveling and
 LG0678.adjusted by the NATIONAL GEODETIC SURVEY
 LG0678.in June 1991.
 LG0678
 LG0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0678.GEOID18 height accuracy estimate available here.
 LG0678
 LG0678.Click photographs - Photos may exist for this station.
 LG0678
 LG0678.The dynamic height is computed by dividing the NAVD 88
 LG0678.geopotential number by the normal gravity value computed on the
 LG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0678.degrees latitude (g = 980.6199 gals.).
 LG0678
 LG0678.The modeled gravity was interpolated from observed gravity values.
 LG0678
 LG0678;                    North         East    Units  Estimated Accuracy
 LG0678;SPC NE       -    94,870.      704,730.      MT  (+/- 180 meters Scaled)
 LG0678
 LG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL201022(NAD 83)
 LG0678
 LG0678                          SUPERSEDED SURVEY CONTROL
 LG0678
 LG0678  NGVD 29 (??/??/92)  498.520  (m)         1635.56   (f) ADJ UNCH    2 0
 LG0678
 LG0678.Superseded values are not recommended for survey control.
 LG0678
 LG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0678.See file dsdata.pdf to determine how the superseded data were derived.
 LG0678
 LG0678_MARKER: DB = BENCH MARK DISK
 LG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0678_STAMPING: C 135 1935
 LG0678_MARK LOGO: CGS
 LG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0678+STABILITY: SURFACE MOTION
 LG0678
 LG0678  HISTORY     - Date     Condition        Report By
 LG0678  HISTORY     - 1935     MONUMENTED       CGS
 LG0678  HISTORY     - 1938     GOOD             CGS
 LG0678
 LG0678                          STATION DESCRIPTION
 LG0678
 LG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0678'2.1 MI N FROM FAIRMONT.
 LG0678'2.1 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE CHICAGO,
 LG0678'BURLINGTON AND QUINCY RAILROAD STATION AT FAIRMONT, FILLMORE
 LG0678'COUNTY, 62 FEET EAST OF THE CENTER LINE OF THE OLD C.B. AND Q.R.R.
 LG0678'BED, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LG0678'SOUTH OF THE HALF-SECTION CORNER, AND 2.5 FEET EAST OF THE
 LG0678'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 135 1935 AND
 LG0678'SET IN THE TOP OF A CONCRETE POST.
 LG0678
 LG0678                          STATION RECOVERY (1938)
 LG0678
 LG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1301 ***********************************************************************
 MK1301  DESIGNATION -  C 137
 MK1301  PID         -  MK1301
 MK1301  STATE/COUNTY-  NE/BUTLER
 MK1301  COUNTRY     -  US
 MK1301  USGS QUAD   -  GARRISON (2017)
 MK1301
 MK1301                         *CURRENT SURVEY CONTROL
 MK1301  ______________________________________________________________________
 MK1301* NAD 83(1986) POSITION- 41 12 18.     (N) 097 11 41.     (W)   SCALED
 MK1301* NAVD 88 ORTHO HEIGHT -   486.165 (meters)     1595.03  (feet) ADJUSTED
 MK1301  ______________________________________________________________________
 MK1301  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 MK1301  DYNAMIC HEIGHT  -        485.938 (meters)     1594.28  (feet) COMP
 MK1301  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 MK1301
 MK1301  VERT ORDER      -  SECOND    CLASS 0
 MK1301
 MK1301.The horizontal coordinates were scaled from a map and have
 MK1301.an estimated accuracy of +/- 6 seconds.
 MK1301
 MK1301.The orthometric height was determined by differential leveling and
 MK1301.adjusted by the NATIONAL GEODETIC SURVEY
 MK1301.in June 1991.
 MK1301
 MK1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1301.GEOID18 height accuracy estimate available here.
 MK1301
 MK1301.Click photographs - Photos may exist for this station.
 MK1301
 MK1301.The dynamic height is computed by dividing the NAVD 88
 MK1301.geopotential number by the normal gravity value computed on the
 MK1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1301.degrees latitude (g = 980.6199 gals.).
 MK1301
 MK1301.The modeled gravity was interpolated from observed gravity values.
 MK1301
 MK1301;                    North         East    Units  Estimated Accuracy
 MK1301;SPC NE       -   156,110.      735,170.      MT  (+/- 180 meters Scaled)
 MK1301
 MK1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL513630(NAD 83)
 MK1301
 MK1301                          SUPERSEDED SURVEY CONTROL
 MK1301
 MK1301  NGVD 29 (??/??/92)  485.992  (m)         1594.46   (f) ADJ UNCH    2 0
 MK1301
 MK1301.Superseded values are not recommended for survey control.
 MK1301
 MK1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1301.See file dsdata.pdf to determine how the superseded data were derived.
 MK1301
 MK1301_MARKER: DB = BENCH MARK DISK
 MK1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1301_STAMPING: C 137 1935
 MK1301_MARK LOGO: CGS
 MK1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1301+STABILITY: SURFACE MOTION
 MK1301
 MK1301  HISTORY     - Date     Condition        Report By
 MK1301  HISTORY     - 1935     MONUMENTED       CGS
 MK1301
 MK1301                          STATION DESCRIPTION
 MK1301
 MK1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1301'1.5 MI NE FROM MILLERTON.
 MK1301'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1301'AND YORK, 0.5 MILES NORTHEAST OF MILE POST NO. 46, 127 FEET
 MK1301'NORTH OF THE CENTER LINE OF ROAD CROSSING, 40 FEET NORTHWEST OF
 MK1301'THE NORTHWEST RAIL, 4.6 FEET SOUTH OF SNOW FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0713 ***********************************************************************
 LG0713  DESIGNATION -  C 138
 LG0713  PID         -  LG0713
 LG0713  STATE/COUNTY-  NE/YORK
 LG0713  COUNTRY     -  US
 LG0713  USGS QUAD   -  HENDERSON NE (2017)
 LG0713
 LG0713                         *CURRENT SURVEY CONTROL
 LG0713  ______________________________________________________________________
 LG0713* NAD 83(1986) POSITION- 40 52 52.     (N) 097 49 34.     (W)   SCALED
 LG0713* NAVD 88 ORTHO HEIGHT -   529.914 (meters)     1738.56  (feet) ADJUSTED
 LG0713  ______________________________________________________________________
 LG0713  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 LG0713  DYNAMIC HEIGHT  -        529.626 (meters)     1737.61  (feet) COMP
 LG0713  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 LG0713
 LG0713  VERT ORDER      -  SECOND    CLASS 0
 LG0713
 LG0713.The horizontal coordinates were scaled from a map and have
 LG0713.an estimated accuracy of +/- 6 seconds.
 LG0713
 LG0713.The orthometric height was determined by differential leveling and
 LG0713.adjusted by the NATIONAL GEODETIC SURVEY
 LG0713.in June 1991.
 LG0713
 LG0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0713.GEOID18 height accuracy estimate available here.
 LG0713
 LG0713.Click photographs - Photos may exist for this station.
 LG0713
 LG0713.The dynamic height is computed by dividing the NAVD 88
 LG0713.geopotential number by the normal gravity value computed on the
 LG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0713.degrees latitude (g = 980.6199 gals.).
 LG0713
 LG0713.The modeled gravity was interpolated from observed gravity values.
 LG0713
 LG0713;                    North         East    Units  Estimated Accuracy
 LG0713;SPC NE       -   118,640.      683,160.      MT  (+/- 180 meters Scaled)
 LG0713
 LG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL989262(NAD 83)
 LG0713
 LG0713                          SUPERSEDED SURVEY CONTROL
 LG0713
 LG0713  NGVD 29 (??/??/92)  529.682  (m)         1737.80   (f) ADJ UNCH    2 0
 LG0713
 LG0713.Superseded values are not recommended for survey control.
 LG0713
 LG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0713.See file dsdata.pdf to determine how the superseded data were derived.
 LG0713
 LG0713_MARKER: DB = BENCH MARK DISK
 LG0713_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0713_STAMPING: C 138 1935
 LG0713_MARK LOGO: CGS
 LG0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0713
 LG0713  HISTORY     - Date     Condition        Report By
 LG0713  HISTORY     - 1935     MONUMENTED       CGS
 LG0713  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0713
 LG0713                          STATION DESCRIPTION
 LG0713
 LG0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0713'4.2 MI W FROM BRADSHAW.
 LG0713'4.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0713'FROM THE STATION AT BRADSHAW, YORK COUNTY, 28 RAILS WEST
 LG0713'OF MILEPOST 68, AT A ROAD CROSSING, 46 FEET EAST OF THE CENTER
 LG0713'LINE OF THE DIRT ROAD, 44 FEET NORTH OF THE NORTH RAIL, AND 43
 LG0713'FEET NORTHWEST OF SIGNAL TOWER 68+13.  A STANDARD DISK, STAMPED
 LG0713'C 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0713
 LG0713                          STATION RECOVERY (1965)
 LG0713
 LG0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0713'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0064 ***********************************************************************
 LH0064  DESIGNATION -  C 139
 LH0064  PID         -  LH0064
 LH0064  STATE/COUNTY-  NE/HALL
 LH0064  COUNTRY     -  US
 LH0064  USGS QUAD   -  GRAND ISLAND (2017)
 LH0064
 LH0064                         *CURRENT SURVEY CONTROL
 LH0064  ______________________________________________________________________
 LH0064* NAD 83(1986) POSITION- 40 56 18.     (N) 098 18 37.     (W)   SCALED
 LH0064* NAVD 88 ORTHO HEIGHT -   558.647 (meters)     1832.83  (feet) ADJUSTED
 LH0064  ______________________________________________________________________
 LH0064  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 LH0064  DYNAMIC HEIGHT  -        558.353 (meters)     1831.86  (feet) COMP
 LH0064  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LH0064
 LH0064  VERT ORDER      -  SECOND    CLASS 0
 LH0064
 LH0064.The horizontal coordinates were scaled from a map and have
 LH0064.an estimated accuracy of +/- 6 seconds.
 LH0064
 LH0064.The orthometric height was determined by differential leveling and
 LH0064.adjusted by the NATIONAL GEODETIC SURVEY
 LH0064.in June 1991.
 LH0064
 LH0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0064.GEOID18 height accuracy estimate available here.
 LH0064
 LH0064.Click photographs - Photos may exist for this station.
 LH0064
 LH0064.The dynamic height is computed by dividing the NAVD 88
 LH0064.geopotential number by the normal gravity value computed on the
 LH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0064.degrees latitude (g = 980.6199 gals.).
 LH0064
 LH0064.The modeled gravity was interpolated from observed gravity values.
 LH0064
 LH0064;                    North         East    Units  Estimated Accuracy
 LH0064;SPC NE       -   124,080.      642,250.      MT  (+/- 180 meters Scaled)
 LH0064
 LH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL580321(NAD 83)
 LH0064
 LH0064                          SUPERSEDED SURVEY CONTROL
 LH0064
 LH0064  NGVD 29 (??/??/92)  558.399  (m)         1832.01   (f) ADJ UNCH    2 0
 LH0064
 LH0064.Superseded values are not recommended for survey control.
 LH0064
 LH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0064.See file dsdata.pdf to determine how the superseded data were derived.
 LH0064
 LH0064_MARKER: DB = BENCH MARK DISK
 LH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0064_STAMPING: C 139 1935
 LH0064_MARK LOGO: CGS
 LH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0064+STABILITY: SURFACE MOTION
 LH0064
 LH0064  HISTORY     - Date     Condition        Report By
 LH0064  HISTORY     - 1935     MONUMENTED       CGS
 LH0064  HISTORY     - 1947     MARK NOT FOUND   CGS
 LH0064
 LH0064                          STATION DESCRIPTION
 LH0064
 LH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0064'1.3 MI NE FROM GRAND ISLAND.
 LH0064'1.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0064'RAILROAD SHOPS AT GRAND ISLAND, HALL COUNTY, 330 FEET NORTHEAST
 LH0064'OF MILEPOST 145, 212 FEET SOUTHEAST OF SEMAPHORE 1449, AND 151.1
 LH0064'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 LH0064'C 139 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 LH0064'WAS REPORTED IN 1947 THAT THE AREA IN THIS LOCALITY HAS BEEN
 LH0064'FILLED IN WITH DIRT AND CINDERS AND LEVELED WITH A BULLDOZER.
 LH0064
 LH0064                          STATION RECOVERY (1947)
 LH0064
 LH0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0425 ***********************************************************************
 LG0425  DESIGNATION -  C 14
 LG0425  PID         -  LG0425
 LG0425  STATE/COUNTY-  NE/SALINE
 LG0425  COUNTRY     -  US
 LG0425  USGS QUAD   -  DORCHESTER NW (2017)
 LG0425
 LG0425                         *CURRENT SURVEY CONTROL
 LG0425  ______________________________________________________________________
 LG0425* NAD 83(1986) POSITION- 40 39 11.     (N) 097 09 00.     (W)   SCALED
 LG0425* NAVD 88 ORTHO HEIGHT -   455.927 (meters)     1495.82  (feet) ADJUSTED
 LG0425  ______________________________________________________________________
 LG0425  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 LG0425  DYNAMIC HEIGHT  -        455.674 (meters)     1494.99  (feet) COMP
 LG0425  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 LG0425
 LG0425  VERT ORDER      -  FIRST     CLASS II
 LG0425
 LG0425.The horizontal coordinates were scaled from a map and have
 LG0425.an estimated accuracy of +/- 6 seconds.
 LG0425
 LG0425.The orthometric height was determined by differential leveling and
 LG0425.adjusted by the NATIONAL GEODETIC SURVEY
 LG0425.in June 1991.
 LG0425
 LG0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0425.GEOID18 height accuracy estimate available here.
 LG0425
 LG0425.Click photographs - Photos may exist for this station.
 LG0425
 LG0425.The dynamic height is computed by dividing the NAVD 88
 LG0425.geopotential number by the normal gravity value computed on the
 LG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0425.degrees latitude (g = 980.6199 gals.).
 LG0425
 LG0425.The modeled gravity was interpolated from observed gravity values.
 LG0425
 LG0425;                    North         East    Units  Estimated Accuracy
 LG0425;SPC NE       -    94,980.      740,940.      MT  (+/- 180 meters Scaled)
 LG0425
 LG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL564018(NAD 83)
 LG0425
 LG0425                          SUPERSEDED SURVEY CONTROL
 LG0425
 LG0425  NGVD 29 (??/??/92)  455.764  (m)         1495.29   (f) ADJ UNCH    1 2
 LG0425
 LG0425.Superseded values are not recommended for survey control.
 LG0425
 LG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0425.See file dsdata.pdf to determine how the superseded data were derived.
 LG0425
 LG0425_MARKER: DB = BENCH MARK DISK
 LG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0425_STAMPING: 1495.099 C 14 1933
 LG0425_MARK LOGO: CGS
 LG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0425+STABILITY: SURFACE MOTION
 LG0425
 LG0425  HISTORY     - Date     Condition        Report By
 LG0425  HISTORY     - 1933     MONUMENTED       CGS
 LG0425  HISTORY     - 1961     MARK NOT FOUND   CGS
 LG0425
 LG0425                          STATION DESCRIPTION
 LG0425
 LG0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0425'1.8 MI W FROM DORCHESTER.
 LG0425'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0425'FROM THE STATION AT DORCHESTER, SALINE COUNTY, 330 FEET EAST OF
 LG0425'MILEPOST 90, AT A FARMROAD CROSSING, 56 FEET NORTHEAST OF THE
 LG0425'CENTER OF THE CROSSING, 41 FEET EAST OF THE CENTERLINE OF THE
 LG0425'ROAD, 44 FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET
 LG0425'EAST OF A FENCE CORNER, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 LG0425'FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0425'DISK, STAMPED 1495.099 C 14 1933 AND SET IN THE TOP OF A CONCRETE
 LG0425'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0600 ***********************************************************************
 NM0600  DESIGNATION -  C 140
 NM0600  PID         -  NM0600
 NM0600  STATE/COUNTY-  NE/THURSTON
 NM0600  COUNTRY     -  US
 NM0600  USGS QUAD   -  THURSTON (2017)
 NM0600
 NM0600                         *CURRENT SURVEY CONTROL
 NM0600  ______________________________________________________________________
 NM0600* NAD 83(1986) POSITION- 42 09 47.     (N) 096 42 15.     (W)   SCALED
 NM0600* NAVD 88 ORTHO HEIGHT -   411.144 (meters)     1348.89  (feet) ADJUSTED
 NM0600  ______________________________________________________________________
 NM0600  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 NM0600  DYNAMIC HEIGHT  -        411.000 (meters)     1348.42  (feet) COMP
 NM0600  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 NM0600
 NM0600  VERT ORDER      -  SECOND    CLASS 0
 NM0600
 NM0600.The horizontal coordinates were scaled from a map and have
 NM0600.an estimated accuracy of +/- 6 seconds.
 NM0600
 NM0600.The orthometric height was determined by differential leveling and
 NM0600.adjusted by the NATIONAL GEODETIC SURVEY
 NM0600.in June 1991.
 NM0600
 NM0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0600.GEOID18 height accuracy estimate available here.
 NM0600
 NM0600.Click photographs - Photos may exist for this station.
 NM0600
 NM0600.The dynamic height is computed by dividing the NAVD 88
 NM0600.geopotential number by the normal gravity value computed on the
 NM0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0600.degrees latitude (g = 980.6199 gals.).
 NM0600
 NM0600.The modeled gravity was interpolated from observed gravity values.
 NM0600
 NM0600;                    North         East    Units  Estimated Accuracy
 NM0600;SPC NE       -   263,850.      772,220.      MT  (+/- 180 meters Scaled)
 NM0600
 NM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM896704(NAD 83)
 NM0600
 NM0600                          SUPERSEDED SURVEY CONTROL
 NM0600
 NM0600  NGVD 29 (??/??/92)  410.986  (m)         1348.38   (f) ADJ UNCH    2 0
 NM0600
 NM0600.Superseded values are not recommended for survey control.
 NM0600
 NM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0600.See file dsdata.pdf to determine how the superseded data were derived.
 NM0600
 NM0600_MARKER: DB = BENCH MARK DISK
 NM0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0600_STAMPING: C 140 1935
 NM0600_MARK LOGO: CGS
 NM0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0600+STABILITY: SURFACE MOTION
 NM0600
 NM0600  HISTORY     - Date     Condition        Report By
 NM0600  HISTORY     - 1935     MONUMENTED       CGS
 NM0600  HISTORY     - 1947     MARK NOT FOUND   CGS
 NM0600
 NM0600                          STATION DESCRIPTION
 NM0600
 NM0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0600'1.6 MI S FROM THURSTON.
 NM0600'1.6 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNESOTA AND
 NM0600'OMAHA RAILWAY FROM THE STATION AT THURSTON, THURSTON COUNTY,
 NM0600'AT A ROAD CROSSING, 72 FEET NORTHEAST OF THE CENTER OF THE
 NM0600'CROSSING, 51 FEET EAST OF THE EAST RAIL, AND 33 FEET NORTH OF
 NM0600'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 140 1935
 NM0600'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD MILEAGE
 NM0600'IN OLD DESCRIPTION RATHER CONFUSING.  MILEPOST 36-10 IS AT
 NM0600'THURSTON, AND ANY CROSSING NORTH OF MILE POST 37 DOES NOT FIT
 NM0600'THE OLD DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1213 ***********************************************************************
 NM1213  DESIGNATION -  C 141
 NM1213  PID         -  NM1213
 NM1213  STATE/COUNTY-  NE/STANTON
 NM1213  COUNTRY     -  US
 NM1213  USGS QUAD   -  PILGER (2017)
 NM1213
 NM1213                         *CURRENT SURVEY CONTROL
 NM1213  ______________________________________________________________________
 NM1213* NAD 83(1986) POSITION- 42 00 23.     (N) 097 03 21.     (W)   SCALED
 NM1213* NAVD 88 ORTHO HEIGHT -   429.668 (meters)     1409.67  (feet) ADJUSTED
 NM1213  ______________________________________________________________________
 NM1213  GEOID HEIGHT    -        -24.845 (meters)                     GEOID18
 NM1213  DYNAMIC HEIGHT  -        429.515 (meters)     1409.17  (feet) COMP
 NM1213  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 NM1213
 NM1213  VERT ORDER      -  SECOND    CLASS 0
 NM1213
 NM1213.The horizontal coordinates were scaled from a map and have
 NM1213.an estimated accuracy of +/- 6 seconds.
 NM1213
 NM1213.The orthometric height was determined by differential leveling and
 NM1213.adjusted by the NATIONAL GEODETIC SURVEY
 NM1213.in June 1991.
 NM1213
 NM1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1213.GEOID18 height accuracy estimate available here.
 NM1213
 NM1213.Click photographs - Photos may exist for this station.
 NM1213
 NM1213.The dynamic height is computed by dividing the NAVD 88
 NM1213.geopotential number by the normal gravity value computed on the
 NM1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1213.degrees latitude (g = 980.6199 gals.).
 NM1213
 NM1213.The modeled gravity was interpolated from observed gravity values.
 NM1213
 NM1213;                    North         East    Units  Estimated Accuracy
 NM1213;SPC NE       -   245,420.      743,780.      MT  (+/- 180 meters Scaled)
 NM1213
 NM1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM609523(NAD 83)
 NM1213
 NM1213                          SUPERSEDED SURVEY CONTROL
 NM1213
 NM1213  NGVD 29 (??/??/92)  429.510  (m)         1409.15   (f) ADJ UNCH    2 0
 NM1213
 NM1213.Superseded values are not recommended for survey control.
 NM1213
 NM1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1213.See file dsdata.pdf to determine how the superseded data were derived.
 NM1213
 NM1213_MARKER: DB = BENCH MARK DISK
 NM1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1213_SP_SET: WATER TOWER BASE
 NM1213_STAMPING: C 141 1935
 NM1213_MARK LOGO: CGS
 NM1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1213
 NM1213  HISTORY     - Date     Condition        Report By
 NM1213  HISTORY     - 1935     MONUMENTED       CGS
 NM1213  HISTORY     - 1963     GOOD             USGS
 NM1213
 NM1213                          STATION DESCRIPTION
 NM1213
 NM1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1213'AT PILGER.
 NM1213'AT PILGER, STANTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NM1213'RAILWAY, 490 FT W OF THE STATION, 46 FT S OF THE S RAIL, IN THE
 NM1213'BASE OF THE WATER TOWER, 4.5 FT S OF THE N AND OF THE E FOUNDATION,
 NM1213'AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED C
 NM1213'141 1935.  NOTE-- WATER TOWER HAS BEEN REMOVED IN WHICH TABLET
 NM1213'WAS SET.
 NM1213
 NM1213                          STATION RECOVERY (1963)
 NM1213
 NM1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0654 ***********************************************************************
 LG0654  DESIGNATION -  C 15
 LG0654  PID         -  LG0654
 LG0654  STATE/COUNTY-  NE/CLAY
 LG0654  COUNTRY     -  US
 LG0654  USGS QUAD   -  SARONVILLE (2017)
 LG0654
 LG0654                         *CURRENT SURVEY CONTROL
 LG0654  ______________________________________________________________________
 LG0654* NAD 83(1986) POSITION- 40 35 59.     (N) 097 53 58.     (W)   SCALED
 LG0654* NAVD 88 ORTHO HEIGHT -   524.418 (meters)     1720.53  (feet) ADJUSTED
 LG0654  ______________________________________________________________________
 LG0654  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 LG0654  DYNAMIC HEIGHT  -        524.129 (meters)     1719.58  (feet) COMP
 LG0654  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 LG0654
 LG0654  VERT ORDER      -  FIRST     CLASS II
 LG0654
 LG0654.The horizontal coordinates were scaled from a map and have
 LG0654.an estimated accuracy of +/- 6 seconds.
 LG0654
 LG0654.The orthometric height was determined by differential leveling and
 LG0654.adjusted by the NATIONAL GEODETIC SURVEY
 LG0654.in June 1991.
 LG0654
 LG0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0654.GEOID18 height accuracy estimate available here.
 LG0654
 LG0654.Click photographs - Photos may exist for this station.
 LG0654
 LG0654.The dynamic height is computed by dividing the NAVD 88
 LG0654.geopotential number by the normal gravity value computed on the
 LG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0654.degrees latitude (g = 980.6199 gals.).
 LG0654
 LG0654.The modeled gravity was interpolated from observed gravity values.
 LG0654
 LG0654;                    North         East    Units  Estimated Accuracy
 LG0654;SPC NE       -    87,250.      677,740.      MT  (+/- 180 meters Scaled)
 LG0654
 LG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK931949(NAD 83)
 LG0654
 LG0654                          SUPERSEDED SURVEY CONTROL
 LG0654
 LG0654  NGVD 29 (??/??/92)  524.215  (m)         1719.86   (f) ADJ UNCH    1 2
 LG0654
 LG0654.Superseded values are not recommended for survey control.
 LG0654
 LG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0654.See file dsdata.pdf to determine how the superseded data were derived.
 LG0654
 LG0654_MARKER: DB = BENCH MARK DISK
 LG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0654_STAMPING: C 15 1933 1719.859
 LG0654_MARK LOGO: CGS
 LG0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0654+STABILITY: SURFACE MOTION
 LG0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0654+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LG0654
 LG0654  HISTORY     - Date     Condition        Report By
 LG0654  HISTORY     - 1933     MONUMENTED       CGS
 LG0654  HISTORY     - 1934     GOOD             CGS
 LG0654  HISTORY     - 19911006 GOOD             NGS
 LG0654
 LG0654                          STATION DESCRIPTION
 LG0654
 LG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0654'2.2 MI W FROM SUTTON.
 LG0654'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0654'FROM THE STATION AT SUTTON, CLAY COUNTY, 975 FEET WEST OF
 LG0654'MILEPOST 130, 380 FEET EAST OF A ROAD CROSSING, 25.3 FEET NORTH
 LG0654'OF THE CENTERLINE OF THE TRACK, AND 73.5 FEET SOUTH OF THE
 LG0654'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1719.859
 LG0654'C 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0654'3 INCHES ABOVE GROUND.
 LG0654
 LG0654                          STATION RECOVERY (1991)
 LG0654
 LG0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0654'28.3 KM (17.60 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0654'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.9 KM (1.20 MI) NORTHERLY
 LG0654'ALONG A GRAVELED ROAD, 115.8 M (379.9 FT) EAST OF THE ROAD CENTER,
 LG0654'6.5 M (21.3 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0654'RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LG0654'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LG0654'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0287 ***********************************************************************
 LJ0287  DESIGNATION -  C 158
 LJ0287  PID         -  LJ0287
 LJ0287  STATE/COUNTY-  NE/CHASE
 LJ0287  COUNTRY     -  US
 LJ0287  USGS QUAD   -  LAMAR (2017)
 LJ0287
 LJ0287                         *CURRENT SURVEY CONTROL
 LJ0287  ______________________________________________________________________
 LJ0287* NAD 83(1986) POSITION- 40 33 05.     (N) 101 58 06.     (W)   SCALED
 LJ0287* NAVD 88 ORTHO HEIGHT -  1066.052 (meters)     3497.54  (feet) ADJUSTED
 LJ0287  ______________________________________________________________________
 LJ0287  GEOID HEIGHT    -        -21.685 (meters)                     GEOID18
 LJ0287  DYNAMIC HEIGHT  -       1065.302 (meters)     3495.08  (feet) COMP
 LJ0287  MODELED GRAVITY -    979,884.7   (mgal)                       NAVD 88
 LJ0287
 LJ0287  VERT ORDER      -  SECOND    CLASS 0
 LJ0287
 LJ0287.The horizontal coordinates were scaled from a map and have
 LJ0287.an estimated accuracy of +/- 6 seconds.
 LJ0287
 LJ0287.The orthometric height was determined by differential leveling and
 LJ0287.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0287.in June 1991.
 LJ0287
 LJ0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0287.GEOID18 height accuracy estimate available here.
 LJ0287
 LJ0287.Click photographs - Photos may exist for this station.
 LJ0287
 LJ0287.The dynamic height is computed by dividing the NAVD 88
 LJ0287.geopotential number by the normal gravity value computed on the
 LJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0287.degrees latitude (g = 980.6199 gals.).
 LJ0287
 LJ0287.The modeled gravity was interpolated from observed gravity values.
 LJ0287
 LJ0287;                    North         East    Units  Estimated Accuracy
 LJ0287;SPC NE       -    81,620.      333,330.      MT  (+/- 180 meters Scaled)
 LJ0287
 LJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK486931(NAD 83)
 LJ0287
 LJ0287                          SUPERSEDED SURVEY CONTROL
 LJ0287
 LJ0287  NGVD 29 (??/??/92) 1065.614  (m)         3496.10   (f) ADJ UNCH    2 0
 LJ0287
 LJ0287.Superseded values are not recommended for survey control.
 LJ0287
 LJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0287.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0287
 LJ0287_MARKER: DB = BENCH MARK DISK
 LJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0287_STAMPING: C 158 1934
 LJ0287_MARK LOGO: CGS
 LJ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0287+STABILITY: SURFACE MOTION
 LJ0287
 LJ0287  HISTORY     - Date     Condition        Report By
 LJ0287  HISTORY     - 1934     MONUMENTED       CGS
 LJ0287  HISTORY     - 1968     MARK NOT FOUND   CGS
 LJ0287
 LJ0287                          STATION DESCRIPTION
 LJ0287
 LJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LJ0287'19.8 MI W FROM IMPERIAL.
 LJ0287'19.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LJ0287'AND QUINCY RAILROAD STATION AT IMPERIAL, CHASE COUNTY, AT AN
 LJ0287'EAST - WEST CROSS ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE
 LJ0287'T-ROAD LEADING EAST, AND 33 FEET EAST OF THE CENTER LINE OF THE
 LJ0287'HIGHWAY.  A STANDARD DISK, STAMPED, C 158 1934 AND SET IN THE
 LJ0287'TOP OF A CONCRETE POST.  NOTE-- ROAD IMPROVEMENT IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0210 ***********************************************************************
 LJ0210  DESIGNATION -  C 159
 LJ0210  PID         -  LJ0210
 LJ0210  STATE/COUNTY-  NE/HAYES
 LJ0210  COUNTRY     -  US
 LJ0210  USGS QUAD   -  PALISADE (2017)
 LJ0210
 LJ0210                         *CURRENT SURVEY CONTROL
 LJ0210  ______________________________________________________________________
 LJ0210* NAD 83(1986) POSITION- 40 21 03.     (N) 101 07 07.     (W)   SCALED
 LJ0210* NAVD 88 ORTHO HEIGHT -   845.198 (meters)     2772.95  (feet) ADJUSTED
 LJ0210  ______________________________________________________________________
 LJ0210  GEOID HEIGHT    -        -23.126 (meters)                     GEOID18
 LJ0210  DYNAMIC HEIGHT  -        844.636 (meters)     2771.11  (feet) COMP
 LJ0210  MODELED GRAVITY -    979,932.6   (mgal)                       NAVD 88
 LJ0210
 LJ0210  VERT ORDER      -  SECOND    CLASS 0
 LJ0210
 LJ0210.The horizontal coordinates were scaled from a map and have
 LJ0210.an estimated accuracy of +/- 6 seconds.
 LJ0210
 LJ0210.The orthometric height was determined by differential leveling and
 LJ0210.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0210.in June 1991.
 LJ0210
 LJ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0210.GEOID18 height accuracy estimate available here.
 LJ0210
 LJ0210.Click photographs - Photos may exist for this station.
 LJ0210
 LJ0210.The dynamic height is computed by dividing the NAVD 88
 LJ0210.geopotential number by the normal gravity value computed on the
 LJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0210.degrees latitude (g = 980.6199 gals.).
 LJ0210
 LJ0210.The modeled gravity was interpolated from observed gravity values.
 LJ0210
 LJ0210;                    North         East    Units  Estimated Accuracy
 LJ0210;SPC NE       -    58,070.      404,980.      MT  (+/- 180 meters Scaled)
 LJ0210
 LJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK200688(NAD 83)
 LJ0210
 LJ0210                          SUPERSEDED SURVEY CONTROL
 LJ0210
 LJ0210  NGVD 29 (??/??/92)  844.864  (m)         2771.86   (f) ADJ UNCH    2 0
 LJ0210
 LJ0210.Superseded values are not recommended for survey control.
 LJ0210
 LJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0210.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0210
 LJ0210_MARKER: DB = BENCH MARK DISK
 LJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0210_STAMPING: C 159 1934
 LJ0210_MARK LOGO: CGS
 LJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0210+STABILITY: SURFACE MOTION
 LJ0210
 LJ0210  HISTORY     - Date     Condition        Report By
 LJ0210  HISTORY     - 1934     MONUMENTED       CGS
 LJ0210
 LJ0210                          STATION DESCRIPTION
 LJ0210
 LJ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0210'0.6 MI W FROM PALISADE.
 LJ0210'0.6 MILES WEST OF RAILROAD STATION AT PALISADE ON CHICAGO,
 LJ0210'BURLINGTON AND QUINCY RAILROAD UNDER TELEPHONE LINE.  42 FEET
 LJ0210'SOUTH OF CENTER LINE OF U.S. HIGHWAY 6, AND 24 FEET NORTH
 LJ0210'CENTER LINE OF TRACKS.  2 TELEGRAPH POLES WEST OF SIGN READING
 LJ0210'PALISADE.  MARK IS AT INTERSECTION OF U.S. HIGHWAY 6 AND THE
 LJ0210'CHICAGO, BURLINGTON AND QUINCY RAILROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0546 ***********************************************************************
 LH0546  DESIGNATION -  C 16
 LH0546  PID         -  LH0546
 LH0546  STATE/COUNTY-  NE/BUFFALO
 LH0546  COUNTRY     -  US
 LH0546  USGS QUAD   -  MILLER (2017)
 LH0546
 LH0546                         *CURRENT SURVEY CONTROL
 LH0546  ______________________________________________________________________
 LH0546* NAD 83(1986) POSITION- 40 54 37.29   (N) 099 23 15.76   (W)   HD_HELD1
 LH0546* NAVD 88 ORTHO HEIGHT -   711.398 (meters)     2333.98  (feet) ADJUSTED
 LH0546  ______________________________________________________________________
 LH0546  GEOID HEIGHT    -        -23.890 (meters)                     GEOID18
 LH0546  DYNAMIC HEIGHT  -        710.996 (meters)     2332.66  (feet) COMP
 LH0546  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 LH0546
 LH0546  VERT ORDER      -  FIRST     CLASS II
 LH0546
 LH0546.The horizontal coordinates were determined by differentially corrected
 LH0546.hand held GPS observations or other comparable positioning techniques
 LH0546.and have an estimated accuracy of +/- 3 meters.
 LH0546
 LH0546.The orthometric height was determined by differential leveling and
 LH0546.adjusted by the NATIONAL GEODETIC SURVEY
 LH0546.in June 1991.
 LH0546
 LH0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0546.GEOID18 height accuracy estimate available here.
 LH0546
 LH0546.Click photographs - Photos may exist for this station.
 LH0546
 LH0546.The dynamic height is computed by dividing the NAVD 88
 LH0546.geopotential number by the normal gravity value computed on the
 LH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0546.degrees latitude (g = 980.6199 gals.).
 LH0546
 LH0546.The modeled gravity was interpolated from observed gravity values.
 LH0546
 LH0546;                    North         East    Units  Estimated Accuracy
 LH0546;SPC NE       -   119,761.5     551,569.5     MT  (+/- 3 meters HH1 GPS) 
 LH0546
 LH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6734828878(NAD 83)
 LH0546
 LH0546                          SUPERSEDED SURVEY CONTROL
 LH0546
 LH0546  NGVD 29 (??/??/92)  711.141  (m)         2333.14   (f) ADJ UNCH    1 2
 LH0546
 LH0546.Superseded values are not recommended for survey control.
 LH0546
 LH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0546.See file dsdata.pdf to determine how the superseded data were derived.
 LH0546
 LH0546_MARKER: DB = BENCH MARK DISK
 LH0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0546_STAMPING: 2333.135 C 16 1933
 LH0546_MARK LOGO: CGS
 LH0546_PROJECTION: FLUSH
 LH0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0546+STABILITY: SURFACE MOTION
 LH0546
 LH0546  HISTORY     - Date     Condition        Report By
 LH0546  HISTORY     - 1933     MONUMENTED       CGS
 LH0546  HISTORY     - 1967     GOOD             CGS
 LH0546
 LH0546                          STATION DESCRIPTION
 LH0546
 LH0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0546'1.5 MI S FROM MILLER.
 LH0546'TO REACH FROM THE RAILROAD CROSSING IN MILLER, GO SOUTH ON
 LH0546'U.S. HIGHWAY 183 FOR 1.5 MILES TO SIDE ROAD ON THE LEFT LEADING
 LH0546'TO A FARMHOUSE AND THE MARK ON THE LEFT.  THE MARK IS 108
 LH0546'FEET EAST OF NEW U.S. HIGHWAY 183, 74 FEET SOUTH OF THE CENTER
 LH0546'OF A FARM ROAD, 28 FEET WEST OF THE CENTER OF OLD HIGHWAY 183,
 LH0546'6 FEET SOUTH OF THE EAST ONE OF TWO POWERLINE POLES, 1 FOOT
 LH0546'NORTH OF A METAL WITNESS POST, AND IS FLUSH WITH THE SURFACE
 LH0546'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0246 ***********************************************************************
 MM0246  DESIGNATION -  C 160 RESET
 MM0246  PID         -  MM0246
 MM0246  STATE/COUNTY-  NE/KEITH
 MM0246  COUNTRY     -  US
 MM0246  USGS QUAD   -  OGALLALA SW (2017)
 MM0246
 MM0246                         *CURRENT SURVEY CONTROL
 MM0246  ______________________________________________________________________
 MM0246* NAD 83(1986) POSITION- 41 02 13.     (N) 101 43 40.     (W)   SCALED
 MM0246* NAVD 88 ORTHO HEIGHT -  1044.53  (meters)     3426.9   (feet) RESET
 MM0246  ______________________________________________________________________
 MM0246  GEOID HEIGHT    -        -21.081 (meters)                     GEOID18
 MM0246  VERT ORDER      -  THIRD
 MM0246
 MM0246.The horizontal coordinates were scaled from a map and have
 MM0246.an estimated accuracy of +/- 6 seconds.
 MM0246
 MM0246.The orthometric height was computed from unverified reset data.
 MM0246
 MM0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0246.GEOID18 height accuracy estimate available here.
 MM0246
 MM0246.Click photographs - Photos may exist for this station.
 MM0246
 MM0246;                    North         East    Units  Estimated Accuracy
 MM0246;SPC NE       -   135,080.      354,770.      MT  (+/- 180 meters Scaled)
 MM0246
 MM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL707464(NAD 83)
 MM0246
 MM0246                          SUPERSEDED SURVEY CONTROL
 MM0246
 MM0246.No superseded survey control is available for this station.
 MM0246
 MM0246_MARKER: DB = BENCH MARK DISK
 MM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0246_STAMPING: C 160 RESET 1972
 MM0246_MARK LOGO: CGS
 MM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0246+STABILITY: SURFACE MOTION
 MM0246
 MM0246  HISTORY     - Date     Condition        Report By
 MM0246  HISTORY     - 1972     MONUMENTED       NGS
 MM0246
 MM0246                          STATION DESCRIPTION
 MM0246
 MM0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0246'6.4 MI S FROM OGALLALA.
 MM0246'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0246'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO SOUTH
 MM0246'ON HIGHWAY 61 FOR 5.85 MILES TO THE BENCH MARK ON THE LEFT.
 MM0246'(THIS MILEAGE WILL BE SHORTEN 0.1 TO 0.2 MILE WHEN THE CONSTRUCTION
 MM0246'OF THE HIGHWAY IS COMPLETED AS A CURVE IS BEING TAKEN OUT OF
 MM0246'OLD HIGHWAY 61.)  THE BENCH MARK IS A STANDARD DISK STAMPED
 MM0246'C 160 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MM0246'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 MM0246'IS 74 FEET EAST OF THE NEW CENTER OF HIGHWAY 61, 3.5 FEET NORTH
 MM0246'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0272 ***********************************************************************
 LJ0272  DESIGNATION -  C 161
 LJ0272  PID         -  LJ0272
 LJ0272  STATE/COUNTY-  NE/PERKINS
 LJ0272  COUNTRY     -  US
 LJ0272  USGS QUAD   -  BRANDON (2017)
 LJ0272
 LJ0272                         *CURRENT SURVEY CONTROL
 LJ0272  ______________________________________________________________________
 LJ0272* NAD 83(1986) POSITION- 40 47 08.     (N) 101 58 36.     (W)   SCALED
 LJ0272* NAVD 88 ORTHO HEIGHT -  1082.705 (meters)     3552.17  (feet) ADJUSTED
 LJ0272  ______________________________________________________________________
 LJ0272  GEOID HEIGHT    -        -21.153 (meters)                     GEOID18
 LJ0272  DYNAMIC HEIGHT  -       1081.971 (meters)     3549.77  (feet) COMP
 LJ0272  MODELED GRAVITY -    979,909.2   (mgal)                       NAVD 88
 LJ0272
 LJ0272  VERT ORDER      -  SECOND    CLASS 0
 LJ0272
 LJ0272.The horizontal coordinates were scaled from a map and have
 LJ0272.an estimated accuracy of +/- 6 seconds.
 LJ0272
 LJ0272.The orthometric height was determined by differential leveling and
 LJ0272.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0272.in June 1991.
 LJ0272
 LJ0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0272.GEOID18 height accuracy estimate available here.
 LJ0272
 LJ0272.Click photographs - Photos may exist for this station.
 LJ0272
 LJ0272.The dynamic height is computed by dividing the NAVD 88
 LJ0272.geopotential number by the normal gravity value computed on the
 LJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0272.degrees latitude (g = 980.6199 gals.).
 LJ0272
 LJ0272.The modeled gravity was interpolated from observed gravity values.
 LJ0272
 LJ0272;                    North         East    Units  Estimated Accuracy
 LJ0272;SPC NE       -   107,630.      333,210.      MT  (+/- 180 meters Scaled)
 LJ0272
 LJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL488192(NAD 83)
 LJ0272
 LJ0272                          SUPERSEDED SURVEY CONTROL
 LJ0272
 LJ0272  NGVD 29 (??/??/92) 1082.264  (m)         3550.73   (f) ADJ UNCH    2 0
 LJ0272
 LJ0272.Superseded values are not recommended for survey control.
 LJ0272
 LJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0272.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0272
 LJ0272_MARKER: DB = BENCH MARK DISK
 LJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0272_STAMPING: C 161 1934
 LJ0272_MARK LOGO: CGS
 LJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0272+STABILITY: SURFACE MOTION
 LJ0272
 LJ0272  HISTORY     - Date     Condition        Report By
 LJ0272  HISTORY     - 1934     MONUMENTED       CGS
 LJ0272  HISTORY     - 1941     GOOD             CGS
 LJ0272  HISTORY     - 1960     GOOD             USGS
 LJ0272
 LJ0272                          STATION DESCRIPTION
 LJ0272
 LJ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0272'3.7 MI E FROM VENANGO.
 LJ0272'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0272'FROM THE POST OFFICE AT VENANGO, PERKINS COUNTY, 4 POLES EAST
 LJ0272'OF MILEPOST 158, 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LJ0272'36 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, AND 30 FEET
 LJ0272'SOUTHWEST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED C 161
 LJ0272'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0272
 LJ0272                          STATION RECOVERY (1960)
 LJ0272
 LJ0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0242 ***********************************************************************
 LJ0242  DESIGNATION -  C 162
 LJ0242  PID         -  LJ0242
 LJ0242  STATE/COUNTY-  NE/DUNDY
 LJ0242  COUNTRY     -  US
 LJ0242  USGS QUAD   -  OUGH (2017)
 LJ0242
 LJ0242                         *CURRENT SURVEY CONTROL
 LJ0242  ______________________________________________________________________
 LJ0242* NAD 83(1986) POSITION- 40 16 42.     (N) 101 30 43.     (W)   SCALED
 LJ0242* NAVD 88 ORTHO HEIGHT -  1012.505 (meters)     3321.86  (feet) ADJUSTED
 LJ0242  ______________________________________________________________________
 LJ0242  GEOID HEIGHT    -        -22.803 (meters)                     GEOID18
 LJ0242  DYNAMIC HEIGHT  -       1011.786 (meters)     3319.50  (feet) COMP
 LJ0242  MODELED GRAVITY -    979,880.8   (mgal)                       NAVD 88
 LJ0242
 LJ0242  VERT ORDER      -  SECOND    CLASS 0
 LJ0242
 LJ0242.The horizontal coordinates were scaled from a map and have
 LJ0242.an estimated accuracy of +/- 6 seconds.
 LJ0242
 LJ0242.The orthometric height was determined by differential leveling and
 LJ0242.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0242.in June 1991.
 LJ0242
 LJ0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0242.GEOID18 height accuracy estimate available here.
 LJ0242
 LJ0242.Click photographs - Photos may exist for this station.
 LJ0242
 LJ0242.The dynamic height is computed by dividing the NAVD 88
 LJ0242.geopotential number by the normal gravity value computed on the
 LJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0242.degrees latitude (g = 980.6199 gals.).
 LJ0242
 LJ0242.The modeled gravity was interpolated from observed gravity values.
 LJ0242
 LJ0242;                    North         East    Units  Estimated Accuracy
 LJ0242;SPC NE       -    50,530.      371,440.      MT  (+/- 180 meters Scaled)
 LJ0242
 LJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK864616(NAD 83)
 LJ0242
 LJ0242                          SUPERSEDED SURVEY CONTROL
 LJ0242
 LJ0242  NGVD 29 (??/??/92) 1012.125  (m)         3320.61   (f) ADJ UNCH    2 0
 LJ0242
 LJ0242.Superseded values are not recommended for survey control.
 LJ0242
 LJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0242.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0242
 LJ0242_MARKER: DB = BENCH MARK DISK
 LJ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0242_STAMPING: C 162 1934
 LJ0242_MARK LOGO: CGS
 LJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0242+STABILITY: SURFACE MOTION
 LJ0242
 LJ0242  HISTORY     - Date     Condition        Report By
 LJ0242  HISTORY     - 1934     MONUMENTED       CGS
 LJ0242  HISTORY     - 1941     GOOD             CGS
 LJ0242  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0242
 LJ0242                          STATION DESCRIPTION
 LJ0242
 LJ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0242'13.1 MI S FROM ENDERS.
 LJ0242'IN DUNDY COUNTY, 13.1 MILES SOUTH ALONG OLD STATE HIGHWAY 61
 LJ0242'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 LJ0242'ENDERS, CHASE COUNTY, NEAR A SCHOOLHOUSE, IN THE SOUTHWEST
 LJ0242'CORNER SECTION 28, T 4 N, R 37 W, 24 FEET NORTH OF THE CENTERLINE
 LJ0242'OF A CROSS ROAD, AND 45 FEET EAST OF THE CENTERLINE OF THE
 LJ0242'HIGHWAY.  A STANDARD DISK, STAMPED C 162 1934 AND SET
 LJ0242'IN THE TOP OF A CONCRETE POST.
 LJ0242
 LJ0242                          STATION RECOVERY (1973)
 LJ0242
 LJ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0164 ***********************************************************************
 LJ0164  DESIGNATION -  C 163
 LJ0164  PID         -  LJ0164
 LJ0164  STATE/COUNTY-  NE/LINCOLN
 LJ0164  COUNTRY     -  US
 LJ0164  USGS QUAD   -  WALLACE (2017)
 LJ0164
 LJ0164                         *CURRENT SURVEY CONTROL
 LJ0164  ______________________________________________________________________
 LJ0164* NAD 83(1986) POSITION- 40 50 08.     (N) 101 10 11.     (W)   SCALED
 LJ0164* NAVD 88 ORTHO HEIGHT -   945.742 (meters)     3102.82  (feet) ADJUSTED
 LJ0164  ______________________________________________________________________
 LJ0164  GEOID HEIGHT    -        -22.288 (meters)                     GEOID18
 LJ0164  DYNAMIC HEIGHT  -        945.130 (meters)     3100.81  (feet) COMP
 LJ0164  MODELED GRAVITY -    979,945.5   (mgal)                       NAVD 88
 LJ0164
 LJ0164  VERT ORDER      -  SECOND    CLASS 0
 LJ0164
 LJ0164.The horizontal coordinates were scaled from a map and have
 LJ0164.an estimated accuracy of +/- 6 seconds.
 LJ0164
 LJ0164.The orthometric height was determined by differential leveling and
 LJ0164.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0164.in June 1991.
 LJ0164
 LJ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0164.GEOID18 height accuracy estimate available here.
 LJ0164
 LJ0164.Click photographs - Photos may exist for this station.
 LJ0164
 LJ0164.The dynamic height is computed by dividing the NAVD 88
 LJ0164.geopotential number by the normal gravity value computed on the
 LJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0164.degrees latitude (g = 980.6199 gals.).
 LJ0164
 LJ0164.The modeled gravity was interpolated from observed gravity values.
 LJ0164
 LJ0164;                    North         East    Units  Estimated Accuracy
 LJ0164;SPC NE       -   111,940.      401,370.      MT  (+/- 180 meters Scaled)
 LJ0164
 LJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL170227(NAD 83)
 LJ0164
 LJ0164                          SUPERSEDED SURVEY CONTROL
 LJ0164
 LJ0164  NGVD 29 (??/??/92)  945.354  (m)         3101.55   (f) ADJ UNCH    2 0
 LJ0164
 LJ0164.Superseded values are not recommended for survey control.
 LJ0164
 LJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0164.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0164
 LJ0164_MARKER: DB = BENCH MARK DISK
 LJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0164_STAMPING: C 163 1934
 LJ0164_MARK LOGO: CGS
 LJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0164+STABILITY: SURFACE MOTION
 LJ0164
 LJ0164  HISTORY     - Date     Condition        Report By
 LJ0164  HISTORY     - 1934     MONUMENTED       CGS
 LJ0164  HISTORY     - 1941     GOOD             CGS
 LJ0164
 LJ0164                          STATION DESCRIPTION
 LJ0164
 LJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0164'AT WALLACE.
 LJ0164'ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT THE WEST SIDE
 LJ0164'OF TOWN.  IN A TRIANGLE FORMED BY HIGHWAY 23 AND T-ROAD NORTH.  45
 LJ0164'FEET EAST OF CENTERLINE OF T-ROAD NORTH, AND 118 FEET SOUTH OF
 LJ0164'CENTER LINE OF TRACKS.
 LJ0164
 LJ0164                          STATION RECOVERY (1941)
 LJ0164
 LJ0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0165 ***********************************************************************
 LJ0165  DESIGNATION -  C 163 RESET
 LJ0165  PID         -  LJ0165
 LJ0165  STATE/COUNTY-  NE/LINCOLN
 LJ0165  COUNTRY     -  US
 LJ0165  USGS QUAD   -  WALLACE (2017)
 LJ0165
 LJ0165                         *CURRENT SURVEY CONTROL
 LJ0165  ______________________________________________________________________
 LJ0165* NAD 83(1986) POSITION- 40 50 07.     (N) 101 10 11.     (W)   SCALED
 LJ0165* NAVD 88 ORTHO HEIGHT -   945.46  (meters)     3101.9   (feet) RESET
 LJ0165  ______________________________________________________________________
 LJ0165  GEOID HEIGHT    -        -22.289 (meters)                     GEOID18
 LJ0165  VERT ORDER      -  THIRD
 LJ0165
 LJ0165.The horizontal coordinates were scaled from a map and have
 LJ0165.an estimated accuracy of +/- 6 seconds.
 LJ0165
 LJ0165.The orthometric height was computed from unverified reset data.
 LJ0165
 LJ0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0165.GEOID18 height accuracy estimate available here.
 LJ0165
 LJ0165.Click photographs - Photos may exist for this station.
 LJ0165
 LJ0165;                    North         East    Units  Estimated Accuracy
 LJ0165;SPC NE       -   111,910.      401,370.      MT  (+/- 180 meters Scaled)
 LJ0165
 LJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL170227(NAD 83)
 LJ0165
 LJ0165                          SUPERSEDED SURVEY CONTROL
 LJ0165
 LJ0165  NGVD 29 (??/??/??)  945.07   (m)         3100.6    (f) RESET       3  
 LJ0165
 LJ0165.Superseded values are not recommended for survey control.
 LJ0165
 LJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0165.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0165
 LJ0165_MARKER: DB = BENCH MARK DISK
 LJ0165_STAMPING: C 163 RESET 1960
 LJ0165_MARK LOGO: CGS
 LJ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0165
 LJ0165  HISTORY     - Date     Condition        Report By
 LJ0165  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0165
 LJ0165                          STATION DESCRIPTION
 LJ0165
 LJ0165'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 LJ0165'AT WALLACE.
 LJ0165'THE MARK IS LOCATED AT THE WEST EDGE OF WALLACE, 45 FEET SOUTH OF
 LJ0165'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, 65 FEET
 LJ0165'NORTH OF STATE HIGHWAY NO. 23, 142 FEET EAST OF AN INTERSECTION,
 LJ0165'10 FEET EAST OF A TELEPHONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0811 ***********************************************************************
 LH0811  DESIGNATION -  C 164
 LH0811  PID         -  LH0811
 LH0811  STATE/COUNTY-  NE/GOSPER
 LH0811  COUNTRY     -  US
 LH0811  USGS QUAD   -  BERTRAND (2017)
 LH0811
 LH0811                         *CURRENT SURVEY CONTROL
 LH0811  ______________________________________________________________________
 LH0811* NAD 83(1986) POSITION- 40 34 21.     (N) 099 44 46.     (W)   SCALED
 LH0811* NAVD 88 ORTHO HEIGHT -   776.282 (meters)     2546.85  (feet) ADJUSTED
 LH0811  ______________________________________________________________________
 LH0811  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 LH0811  DYNAMIC HEIGHT  -        775.790 (meters)     2545.24  (feet) COMP
 LH0811  MODELED GRAVITY -    979,966.1   (mgal)                       NAVD 88
 LH0811
 LH0811  VERT ORDER      -  SECOND    CLASS 0
 LH0811
 LH0811.The horizontal coordinates were scaled from a map and have
 LH0811.an estimated accuracy of +/- 6 seconds.
 LH0811
 LH0811.The orthometric height was determined by differential leveling and
 LH0811.adjusted by the NATIONAL GEODETIC SURVEY
 LH0811.in June 1991.
 LH0811
 LH0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0811.GEOID18 height accuracy estimate available here.
 LH0811
 LH0811.Click photographs - Photos may exist for this station.
 LH0811
 LH0811.The dynamic height is computed by dividing the NAVD 88
 LH0811.geopotential number by the normal gravity value computed on the
 LH0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0811.degrees latitude (g = 980.6199 gals.).
 LH0811
 LH0811.The modeled gravity was interpolated from observed gravity values.
 LH0811
 LH0811;                    North         East    Units  Estimated Accuracy
 LH0811;SPC NE       -    82,100.      521,490.      MT  (+/- 180 meters Scaled)
 LH0811
 LH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK368915(NAD 83)
 LH0811
 LH0811                          SUPERSEDED SURVEY CONTROL
 LH0811
 LH0811  NGVD 29 (??/??/92)  775.973  (m)         2545.84   (f) ADJ UNCH    2 0
 LH0811
 LH0811.Superseded values are not recommended for survey control.
 LH0811
 LH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0811.See file dsdata.pdf to determine how the superseded data were derived.
 LH0811
 LH0811_MARKER: DB = BENCH MARK DISK
 LH0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0811_STAMPING: C 164 1934
 LH0811_MARK LOGO: CGS
 LH0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0811+STABILITY: SURFACE MOTION
 LH0811
 LH0811  HISTORY     - Date     Condition        Report By
 LH0811  HISTORY     - 1934     MONUMENTED       CGS
 LH0811  HISTORY     - 1960     MARK NOT FOUND   CGS
 LH0811
 LH0811                          STATION DESCRIPTION
 LH0811
 LH0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0811'AT SMITHFIELD.
 LH0811'AT SMITHFIELD, GOSPER COUTY, ON THE CHICAGO, BURLINGTON AND
 LH0811'QUINCY RAILROAD, 7 POLES WEST OF THE STATION, 100 FEET WEST
 LH0811'OF MILEPOST 22, 110 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0811'AND 24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A
 LH0811'STANDARD DISK, STAMPED C 164 1934 AND SET IN THE TOP OF A
 LH0811'CONCRETE POST.
 LH0811
 LH0811                          STATION RECOVERY (1960)
 LH0811
 LH0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LH0811'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0128 ***********************************************************************
 LJ0128  DESIGNATION -  C 165
 LJ0128  PID         -  LJ0128
 LJ0128  STATE/COUNTY-  NE/LINCOLN
 LJ0128  COUNTRY     -  US
 LJ0128  USGS QUAD   -  CURTIS NW (2017)
 LJ0128
 LJ0128                         *CURRENT SURVEY CONTROL
 LJ0128  ______________________________________________________________________
 LJ0128* NAD 83(1986) POSITION- 40 43 34.     (N) 100 39 47.     (W)   SCALED
 LJ0128* NAVD 88 ORTHO HEIGHT -   838.090 (meters)     2749.63  (feet) ADJUSTED
 LJ0128  ______________________________________________________________________
 LJ0128  GEOID HEIGHT    -        -22.963 (meters)                     GEOID18
 LJ0128  DYNAMIC HEIGHT  -        837.562 (meters)     2747.90  (feet) COMP
 LJ0128  MODELED GRAVITY -    979,966.8   (mgal)                       NAVD 88
 LJ0128
 LJ0128  VERT ORDER      -  SECOND    CLASS 0
 LJ0128
 LJ0128.The horizontal coordinates were scaled from a map and have
 LJ0128.an estimated accuracy of +/- 6 seconds.
 LJ0128
 LJ0128.The orthometric height was determined by differential leveling and
 LJ0128.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0128.in June 1991.
 LJ0128
 LJ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0128.GEOID18 height accuracy estimate available here.
 LJ0128
 LJ0128.Click photographs - Photos may exist for this station.
 LJ0128
 LJ0128.The dynamic height is computed by dividing the NAVD 88
 LJ0128.geopotential number by the normal gravity value computed on the
 LJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0128.degrees latitude (g = 980.6199 gals.).
 LJ0128
 LJ0128.The modeled gravity was interpolated from observed gravity values.
 LJ0128
 LJ0128;                    North         East    Units  Estimated Accuracy
 LJ0128;SPC NE       -    99,340.      444,000.      MT  (+/- 180 meters Scaled)
 LJ0128
 LJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL595096(NAD 83)
 LJ0128
 LJ0128                          SUPERSEDED SURVEY CONTROL
 LJ0128
 LJ0128  NGVD 29 (??/??/92)  837.725  (m)         2748.44   (f) ADJ UNCH    2 0
 LJ0128
 LJ0128.Superseded values are not recommended for survey control.
 LJ0128
 LJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0128.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0128
 LJ0128_MARKER: DB = BENCH MARK DISK
 LJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0128_STAMPING: C 165 1934
 LJ0128_MARK LOGO: CGS
 LJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0128+STABILITY: SURFACE MOTION
 LJ0128
 LJ0128  HISTORY     - Date     Condition        Report By
 LJ0128  HISTORY     - 1934     MONUMENTED       CGS
 LJ0128  HISTORY     - 1939     GOOD             CGS
 LJ0128
 LJ0128                          STATION DESCRIPTION
 LJ0128
 LJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0128'4.1 MI SE FROM WELLFLEET.
 LJ0128'4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0128'RAILROAD FROM THE STATION AT WELLFLEET, LINCOLN COUNTY, AT A
 LJ0128'ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 36
 LJ0128'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 9 FEET SOUTH OF A
 LJ0128'WIRE FENCE.  A STANDARD DISK, STAMPED C 165 1934 AND SET IN THE
 LJ0128'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0699 ***********************************************************************
 LH0699  DESIGNATION -  C 166
 LH0699  PID         -  LH0699
 LH0699  STATE/COUNTY-  NE/PHELPS
 LH0699  COUNTRY     -  US
 LH0699  USGS QUAD   -  HOLDREGE WEST (2017)
 LH0699
 LH0699                         *CURRENT SURVEY CONTROL
 LH0699  ______________________________________________________________________
 LH0699* NAD 83(1986) POSITION- 40 22 46.     (N) 099 27 27.     (W)   SCALED
 LH0699* NAVD 88 ORTHO HEIGHT -   720.897 (meters)     2365.14  (feet) ADJUSTED
 LH0699  ______________________________________________________________________
 LH0699  GEOID HEIGHT    -        -24.838 (meters)                     GEOID18
 LH0699  DYNAMIC HEIGHT  -        720.452 (meters)     2363.68  (feet) COMP
 LH0699  MODELED GRAVITY -    979,984.2   (mgal)                       NAVD 88
 LH0699
 LH0699  VERT ORDER      -  SECOND    CLASS 0
 LH0699
 LH0699.The horizontal coordinates were scaled from a map and have
 LH0699.an estimated accuracy of +/- 6 seconds.
 LH0699
 LH0699.The orthometric height was determined by differential leveling and
 LH0699.adjusted by the NATIONAL GEODETIC SURVEY
 LH0699.in June 1991.
 LH0699
 LH0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0699.GEOID18 height accuracy estimate available here.
 LH0699
 LH0699.Click photographs - Photos may exist for this station.
 LH0699
 LH0699.The dynamic height is computed by dividing the NAVD 88
 LH0699.geopotential number by the normal gravity value computed on the
 LH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0699.degrees latitude (g = 980.6199 gals.).
 LH0699
 LH0699.The modeled gravity was interpolated from observed gravity values.
 LH0699
 LH0699;                    North         East    Units  Estimated Accuracy
 LH0699;SPC NE       -    60,780.      546,060.      MT  (+/- 180 meters Scaled)
 LH0699
 LH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK611699(NAD 83)
 LH0699
 LH0699                          SUPERSEDED SURVEY CONTROL
 LH0699
 LH0699  NGVD 29 (??/??/92)  720.619  (m)         2364.23   (f) ADJ UNCH    2 0
 LH0699
 LH0699.Superseded values are not recommended for survey control.
 LH0699
 LH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0699.See file dsdata.pdf to determine how the superseded data were derived.
 LH0699
 LH0699_MARKER: DB = BENCH MARK DISK
 LH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0699_STAMPING: C 166 1934
 LH0699_MARK LOGO: CGS
 LH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0699+STABILITY: SURFACE MOTION
 LH0699
 LH0699  HISTORY     - Date     Condition        Report By
 LH0699  HISTORY     - 1934     MONUMENTED       CGS
 LH0699  HISTORY     - 1975     GOOD             NGS
 LH0699
 LH0699                          STATION DESCRIPTION
 LH0699
 LH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0699'1.1 MI NE FROM ATLANTA.
 LH0699'1.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0699'RAILROAD FROM THE STATION AT ATLANTA, PHELPS COUNTY, AT A ROAD
 LH0699'CROSSING, 42 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 39
 LH0699'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 84 FEET EAST
 LH0699'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LH0699'C 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0699
 LH0699                          STATION RECOVERY (1975)
 LH0699
 LH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LH0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0700 ***********************************************************************
 LH0700  DESIGNATION -  C 166 RESET
 LH0700  PID         -  LH0700
 LH0700  STATE/COUNTY-  NE/PHELPS
 LH0700  COUNTRY     -  US
 LH0700  USGS QUAD   -  HOLDREGE WEST (2017)
 LH0700
 LH0700                         *CURRENT SURVEY CONTROL
 LH0700  ______________________________________________________________________
 LH0700* NAD 83(1986) POSITION- 40 22 47.     (N) 099 27 27.     (W)   SCALED
 LH0700* NAVD 88 ORTHO HEIGHT -   721.43  (+/-2cm)     2366.9   (feet) VERTCON
 LH0700  ______________________________________________________________________
 LH0700  GEOID HEIGHT    -        -24.838 (meters)                     GEOID18
 LH0700  VERT ORDER      -  THIRD (See Below)
 LH0700
 LH0700.The horizontal coordinates were scaled from a map and have
 LH0700.an estimated accuracy of +/- 6 seconds.
 LH0700
 LH0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0700
 LH0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0700.GEOID18 height accuracy estimate available here.
 LH0700
 LH0700.The vertical order pertains to the NGVD 29 superseded value.
 LH0700
 LH0700.Click photographs - Photos may exist for this station.
 LH0700
 LH0700;                    North         East    Units  Estimated Accuracy
 LH0700;SPC NE       -    60,810.      546,060.      MT  (+/- 180 meters Scaled)
 LH0700
 LH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK611700(NAD 83)
 LH0700
 LH0700                          SUPERSEDED SURVEY CONTROL
 LH0700
 LH0700  NGVD 29 (01/31/13)  721.15   (m)         2366.0    (f) RESET       3  
 LH0700
 LH0700.Superseded values are not recommended for survey control.
 LH0700
 LH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0700.See file dsdata.pdf to determine how the superseded data were derived.
 LH0700
 LH0700_MARKER: DV = VERTICAL CONTROL DISK
 LH0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0700_STAMPING: X 166 RESET 1975
 LH0700_MARK LOGO: NGS
 LH0700_PROJECTION: FLUSH
 LH0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0700+STABILITY: SURFACE MOTION
 LH0700
 LH0700  HISTORY     - Date     Condition        Report By
 LH0700  HISTORY     - 1975     MONUMENTED       NGS
 LH0700
 LH0700                          STATION DESCRIPTION
 LH0700
 LH0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0700'1.1 MI N FROM ATLANTA.
 LH0700'1.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0700'RAILROAD OR HIGHWAY 6 FROM THE MAIN INTERSECTION IN ATLANTA, AT
 LH0700'A ROAD CROSSING, 54 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 LH0700'39 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 3 FEET
 LH0700'NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LH0700'A 4-INCH CAST ALUMINUM BENCH MARK STAMPED C 166 RESET 1975 AND
 LH0700'SET FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0346 ***********************************************************************
 LH0346  DESIGNATION -  C 169 RESET
 LH0346  PID         -  LH0346
 LH0346  STATE/COUNTY-  NE/FRANKLIN
 LH0346  COUNTRY     -  US
 LH0346  USGS QUAD   -  MACON (2017)
 LH0346
 LH0346                         *CURRENT SURVEY CONTROL
 LH0346  ______________________________________________________________________
 LH0346* NAD 83(1986) POSITION- 40 07 57.     (N) 098 57 07.     (W)   SCALED
 LH0346* NAVD 88 ORTHO HEIGHT -   614.55  (meters)     2016.2   (feet) RESET
 LH0346  ______________________________________________________________________
 LH0346  GEOID HEIGHT    -        -25.708 (meters)                     GEOID18
 LH0346  VERT ORDER      -  THIRD
 LH0346
 LH0346.The horizontal coordinates were scaled from a map and have
 LH0346.an estimated accuracy of +/- 6 seconds.
 LH0346
 LH0346.The orthometric height was computed from unverified reset data.
 LH0346
 LH0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0346.GEOID18 height accuracy estimate available here.
 LH0346
 LH0346.Click photographs - Photos may exist for this station.
 LH0346
 LH0346;                    North         East    Units  Estimated Accuracy
 LH0346;SPC NE       -    33,760.      589,320.      MT  (+/- 180 meters Scaled)
 LH0346
 LH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040424(NAD 83)
 LH0346
 LH0346                          SUPERSEDED SURVEY CONTROL
 LH0346
 LH0346  NGVD 29 (??/??/??)  614.30   (m)         2015.4    (f) RESET       3  
 LH0346
 LH0346.Superseded values are not recommended for survey control.
 LH0346
 LH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0346.See file dsdata.pdf to determine how the superseded data were derived.
 LH0346
 LH0346_MARKER: DB = BENCH MARK DISK
 LH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0346_STAMPING: C 169 RESET 1947
 LH0346_MARK LOGO: CGS
 LH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0346+STABILITY: SURFACE MOTION
 LH0346
 LH0346  HISTORY     - Date     Condition        Report By
 LH0346  HISTORY     - 1947     MONUMENTED       NEDR
 LH0346
 LH0346                          STATION DESCRIPTION
 LH0346
 LH0346'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0346'3 MI N FROM FRANKLIN.
 LH0346'3.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0346'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0346'COUNTY, NEAR A SECTION CORNER, AT THE INTERSECTION OF A COUNTY
 LH0346'ROAD, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 LH0346'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, NEAR A CULVERT,
 LH0346'29.8 FEET WEST AND 22 FEET SOUTH OF THE CENTER OF THE WEST
 LH0346'HEADWALL, AND AT A FENCE.  A STANDARD DISK, STAMPED C 169 RESET
 LH0346'1947 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0556 ***********************************************************************
 ML0556  DESIGNATION -  C 17
 ML0556  PID         -  ML0556
 ML0556  STATE/COUNTY-  NE/CUSTER
 ML0556  COUNTRY     -  US
 ML0556  USGS QUAD   -  SARGENT SW (2017)
 ML0556
 ML0556                         *CURRENT SURVEY CONTROL
 ML0556  ______________________________________________________________________
 ML0556* NAD 83(1986) POSITION- 41 32 23.     (N) 099 23 08.     (W)   SCALED
 ML0556* NAVD 88 ORTHO HEIGHT -   749.994 (meters)     2460.61  (feet) ADJUSTED
 ML0556  ______________________________________________________________________
 ML0556  GEOID HEIGHT    -        -23.134 (meters)                     GEOID18
 ML0556  DYNAMIC HEIGHT  -        749.610 (meters)     2459.35  (feet) COMP
 ML0556  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 ML0556
 ML0556  VERT ORDER      -  FIRST     CLASS II
 ML0556
 ML0556.The horizontal coordinates were scaled from a map and have
 ML0556.an estimated accuracy of +/- 6 seconds.
 ML0556
 ML0556.The orthometric height was determined by differential leveling and
 ML0556.adjusted by the NATIONAL GEODETIC SURVEY
 ML0556.in June 1991.
 ML0556
 ML0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0556.GEOID18 height accuracy estimate available here.
 ML0556
 ML0556.Click photographs - Photos may exist for this station.
 ML0556
 ML0556.The dynamic height is computed by dividing the NAVD 88
 ML0556.geopotential number by the normal gravity value computed on the
 ML0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0556.degrees latitude (g = 980.6199 gals.).
 ML0556
 ML0556.The modeled gravity was interpolated from observed gravity values.
 ML0556
 ML0556;                    North         East    Units  Estimated Accuracy
 ML0556;SPC NE       -   189,630.      551,250.      MT  (+/- 180 meters Scaled)
 ML0556
 ML0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML678987(NAD 83)
 ML0556
 ML0556                          SUPERSEDED SURVEY CONTROL
 ML0556
 ML0556  NGVD 29 (??/??/92)  749.738  (m)         2459.77   (f) ADJ UNCH    1 2
 ML0556
 ML0556.Superseded values are not recommended for survey control.
 ML0556
 ML0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0556.See file dsdata.pdf to determine how the superseded data were derived.
 ML0556
 ML0556_MARKER: DB = BENCH MARK DISK
 ML0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0556_STAMPING: C 17 1933
 ML0556_MARK LOGO: CGS
 ML0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0556+STABILITY: SURFACE MOTION
 ML0556
 ML0556  HISTORY     - Date     Condition        Report By
 ML0556  HISTORY     - 1933     MONUMENTED       CGS
 ML0556  HISTORY     - 1934     GOOD             CGS
 ML0556
 ML0556                          STATION DESCRIPTION
 ML0556
 ML0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0556'7.5 MI S FROM SARGENT.
 ML0556'7.5 MILES SOUTH.  MARK IS NORTHEAST OF WHITE WOODEN SCHOOL
 ML0556'BUILDING (COBURG DIST. 49)  IT IS 125 FT. NORTH OF CROSS-ROADS,
 ML0556'38 FT WEST OF CENTER OF HWY. 83, 6 FT. EAST AND 73 FT NORTH OF
 ML0556'THE NORTHEAST CORNER OF THE SCHOOL BUILDING, IT IS 45 FEET SOUTH
 ML0556'OF THE NORTHEAST CORNER OF THE SCHOOLGROUNDS.
 ML0556
 ML0556                          STATION RECOVERY (1934)
 ML0556
 ML0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0557 ***********************************************************************
 ML0557  DESIGNATION -  C 17 RESET
 ML0557  PID         -  ML0557
 ML0557  STATE/COUNTY-  NE/CUSTER
 ML0557  COUNTRY     -  US
 ML0557  USGS QUAD   -  SARGENT SW (2017)
 ML0557
 ML0557                         *CURRENT SURVEY CONTROL
 ML0557  ______________________________________________________________________
 ML0557* NAD 83(1986) POSITION- 41 32 24.02   (N) 099 23 09.07   (W)   HD_HELD1
 ML0557* NAVD 88 ORTHO HEIGHT -   750.14  (meters)     2461.1   (feet) RESET
 ML0557  ______________________________________________________________________
 ML0557  GEOID HEIGHT    -        -23.133 (meters)                     GEOID18
 ML0557  VERT ORDER      -  THIRD
 ML0557
 ML0557.The horizontal coordinates were determined by differentially corrected
 ML0557.hand held GPS observations or other comparable positioning techniques
 ML0557.and have an estimated accuracy of +/- 3 meters.
 ML0557
 ML0557.The orthometric height was computed from unverified reset data.
 ML0557
 ML0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0557.GEOID18 height accuracy estimate available here.
 ML0557
 ML0557.Click photographs - Photos may exist for this station.
 ML0557
 ML0557;                    North         East    Units  Estimated Accuracy
 ML0557;SPC NE       -   189,665.7     551,229.5     MT  (+/- 3 meters HH1 GPS) 
 ML0557
 ML0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6781598777(NAD 83)
 ML0557
 ML0557                          SUPERSEDED SURVEY CONTROL
 ML0557
 ML0557  NGVD 29 (??/??/??)  749.88   (m)         2460.2    (f) RESET       3  
 ML0557
 ML0557.Superseded values are not recommended for survey control.
 ML0557
 ML0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0557.See file dsdata.pdf to determine how the superseded data were derived.
 ML0557
 ML0557_MARKER: DB = BENCH MARK DISK
 ML0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0557_STAMPING: C 17 RESET 1960
 ML0557_MARK LOGO: CGS
 ML0557_PROJECTION: FLUSH
 ML0557_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0557+STABILITY: SURFACE MOTION
 ML0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0557+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2011
 ML0557
 ML0557  HISTORY     - Date     Condition        Report By
 ML0557  HISTORY     - 1960     MONUMENTED       NEDR
 ML0557  HISTORY     - 19981029 GOOD             NEDR
 ML0557  HISTORY     - 20110630 GOOD             NEDR
 ML0557
 ML0557                          STATION DESCRIPTION
 ML0557
 ML0557'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0557'7.5 MI S FROM SARGENT.
 ML0557'THIS MARK IS LOCATED ABOUT 7-1/2 MILES SOUTH ALONG U.S. HIGHWAY 183
 ML0557'FROM SARGENT, ABOUT 125 FEET NORTH OF A CROSS ROAD, 71 FEET WEST
 ML0557'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTH OF A TELEPHONE
 ML0557'POLE, 3 FEET SOUTH OF A RIGHT-OF-WAY MARKER IN THE FENCE LINE AND
 ML0557'SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 ML0557
 ML0557                          STATION RECOVERY (1998)
 ML0557
 ML0557'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0557'1.0 MI (1.6 KM) SOUTH ALONG U.S.  HIGHWAY 183 FROM ITS JUNCTION WITH
 ML0557'STATE ROAD 21G SPUR, WHICH IS ABOUT 6 MI (9.7 KM) SOUTH OF SARGENT, ON
 ML0557'THE WEST RIGHT-OF-WAY OF THE HIGHWAY, AT MILEPOST 107+65, AT A COUNTY
 ML0557'ROAD INTERSECTION AND IN THE SE 1/4, SEC9, T18N, R18W.  IT IS A
 ML0557'STANDARD DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED
 ML0557'37 CM, THAT IS 63.5 M (208.3 FT) NORTH OF THE CENTERLINE OF A COUNTY
 ML0557'ROAD, 21.53 M (70.64 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.64 M
 ML0557'(2.10 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND 0.55 M (1.80 FT) SOUTH
 ML0557'OF THE TOP, SOUTHWEST CORNER, OF A CONCRETE RIGHT-OF-WAY MARKER POST.
 ML0557
 ML0557                          STATION RECOVERY (2011)
 ML0557
 ML0557'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (AB)
 ML0557'WE CANNOT HIT THE PUBLISHED ELEVATION. WE GET 2459.198 88 DATUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0308 ***********************************************************************
 LH0308  DESIGNATION -  C 170
 LH0308  PID         -  LH0308
 LH0308  STATE/COUNTY-  NE/WEBSTER
 LH0308  COUNTRY     -  US
 LH0308  USGS QUAD   -  LAWRENCE (2017)
 LH0308
 LH0308                         *CURRENT SURVEY CONTROL
 LH0308  ______________________________________________________________________
 LH0308* NAD 83(1986) POSITION- 40 16 48.     (N) 098 17 35.     (W)   SCALED
 LH0308* NAVD 88 ORTHO HEIGHT -   589.367 (meters)     1933.61  (feet) ADJUSTED
 LH0308  ______________________________________________________________________
 LH0308  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 LH0308  DYNAMIC HEIGHT  -        589.010 (meters)     1932.44  (feet) COMP
 LH0308  MODELED GRAVITY -    980,001.7   (mgal)                       NAVD 88
 LH0308
 LH0308  VERT ORDER      -  SECOND    CLASS 0
 LH0308
 LH0308.The horizontal coordinates were scaled from a map and have
 LH0308.an estimated accuracy of +/- 6 seconds.
 LH0308
 LH0308.The orthometric height was determined by differential leveling and
 LH0308.adjusted by the NATIONAL GEODETIC SURVEY
 LH0308.in June 1991.
 LH0308
 LH0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0308.GEOID18 height accuracy estimate available here.
 LH0308
 LH0308.Click photographs - Photos may exist for this station.
 LH0308
 LH0308.The dynamic height is computed by dividing the NAVD 88
 LH0308.geopotential number by the normal gravity value computed on the
 LH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0308.degrees latitude (g = 980.6199 gals.).
 LH0308
 LH0308.The modeled gravity was interpolated from observed gravity values.
 LH0308
 LH0308;                    North         East    Units  Estimated Accuracy
 LH0308;SPC NE       -    51,030.      645,140.      MT  (+/- 180 meters Scaled)
 LH0308
 LH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK600590(NAD 83)
 LH0308
 LH0308                          SUPERSEDED SURVEY CONTROL
 LH0308
 LH0308  NGVD 29 (??/??/92)  589.132  (m)         1932.84   (f) ADJ UNCH    2 0
 LH0308
 LH0308.Superseded values are not recommended for survey control.
 LH0308
 LH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0308.See file dsdata.pdf to determine how the superseded data were derived.
 LH0308
 LH0308_MARKER: DB = BENCH MARK DISK
 LH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0308_STAMPING: C 170 1934
 LH0308_MARK LOGO: CGS
 LH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0308+STABILITY: SURFACE MOTION
 LH0308
 LH0308  HISTORY     - Date     Condition        Report By
 LH0308  HISTORY     - 1934     MONUMENTED       CGS
 LH0308  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0308
 LH0308                          STATION DESCRIPTION
 LH0308
 LH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0308'10 MI E FROM BLUE HILL.
 LH0308'10.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0308'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, ABOUT 200 YARDS
 LH0308'NORTH OF A SCHOOL BUILDING, ABOUT 100 YARDS SOUTH OF A FARMHOUSE,
 LH0308'AT A ROAD CROSSING, 54 FEET SOUTH OF THE CENTERLINE OF THE
 LH0308'TRACK, AND IN LINE WITH THE CENTERLINE OF THE ROAD.  A STANDARD
 LH0308'DISK, STAMPED C 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0308
 LH0308                          STATION RECOVERY (1969)
 LH0308
 LH0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0559 ***********************************************************************
 LG0559  DESIGNATION -  C 171
 LG0559  PID         -  LG0559
 LG0559  STATE/COUNTY-  NE/THAYER
 LG0559  COUNTRY     -  US
 LG0559  USGS QUAD   -  TOBIAS SW (2017)
 LG0559
 LG0559                         *CURRENT SURVEY CONTROL
 LG0559  ______________________________________________________________________
 LG0559* NAD 83(1986) POSITION- 40 15 22.     (N) 097 28 15.     (W)   SCALED
 LG0559* NAVD 88 ORTHO HEIGHT -   442.707 (meters)     1452.45  (feet) ADJUSTED
 LG0559  ______________________________________________________________________
 LG0559  GEOID HEIGHT    -        -26.925 (meters)                     GEOID18
 LG0559  DYNAMIC HEIGHT  -        442.450 (meters)     1451.60  (feet) COMP
 LG0559  MODELED GRAVITY -    980,031.9   (mgal)                       NAVD 88
 LG0559
 LG0559  VERT ORDER      -  SECOND    CLASS 0
 LG0559
 LG0559.The horizontal coordinates were scaled from a map and have
 LG0559.an estimated accuracy of +/- 6 seconds.
 LG0559
 LG0559.The orthometric height was determined by differential leveling and
 LG0559.adjusted by the NATIONAL GEODETIC SURVEY
 LG0559.in June 1991.
 LG0559
 LG0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0559.GEOID18 height accuracy estimate available here.
 LG0559
 LG0559.Click photographs - Photos may exist for this station.
 LG0559
 LG0559.The dynamic height is computed by dividing the NAVD 88
 LG0559.geopotential number by the normal gravity value computed on the
 LG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0559.degrees latitude (g = 980.6199 gals.).
 LG0559
 LG0559.The modeled gravity was interpolated from observed gravity values.
 LG0559
 LG0559;                    North         East    Units  Estimated Accuracy
 LG0559;SPC NE       -    50,090.      715,110.      MT  (+/- 180 meters Scaled)
 LG0559
 LG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK300573(NAD 83)
 LG0559
 LG0559                          SUPERSEDED SURVEY CONTROL
 LG0559
 LG0559  NGVD 29 (??/??/92)  442.538  (m)         1451.89   (f) ADJ UNCH    2 0
 LG0559
 LG0559.Superseded values are not recommended for survey control.
 LG0559
 LG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0559.See file dsdata.pdf to determine how the superseded data were derived.
 LG0559
 LG0559_MARKER: DB = BENCH MARK DISK
 LG0559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0559_SP_SET: CULVERT HEADWALL
 LG0559_STAMPING: C 171 1934
 LG0559_MARK LOGO: CGS
 LG0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0559+STABILITY: SURFACE MOTION
 LG0559
 LG0559  HISTORY     - Date     Condition        Report By
 LG0559  HISTORY     - 1934     MONUMENTED       CGS
 LG0559  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0559  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0559
 LG0559                          STATION DESCRIPTION
 LG0559
 LG0559'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0559'4.5 MI W FROM ALEXANDRIA.
 LG0559'4.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0559'AT ALEXANDRIA, THAYER COUNTY, AT MILEPOST 172, AT CULVERT 172,
 LG0559'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD DISK,
 LG0559'STAMPED C 171 1934.  NOTE-- THE CULVERT WAS REBUILT AT THE
 LG0559'TIME THE RAILROAD WAS RAISED.
 LG0559
 LG0559                          STATION RECOVERY (1981)
 LG0559
 LG0559'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0633 ***********************************************************************
 LG0633  DESIGNATION -  C 172
 LG0633  PID         -  LG0633
 LG0633  STATE/COUNTY-  NE/THAYER
 LG0633  COUNTRY     -  US
 LG0633  USGS QUAD   -  HEBRON SW (2017)
 LG0633
 LG0633                         *CURRENT SURVEY CONTROL
 LG0633  ______________________________________________________________________
 LG0633* NAD 83(1986) POSITION- 40 00 15.     (N) 097 41 22.     (W)   SCALED
 LG0633* NAVD 88 ORTHO HEIGHT -   501.856 (meters)     1646.51  (feet) ADJUSTED
 LG0633  ______________________________________________________________________
 LG0633  GEOID HEIGHT    -        -26.413 (meters)                     GEOID18
 LG0633  DYNAMIC HEIGHT  -        501.566 (meters)     1645.55  (feet) COMP
 LG0633  MODELED GRAVITY -    980,031.9   (mgal)                       NAVD 88
 LG0633
 LG0633  VERT ORDER      -  SECOND    CLASS 0
 LG0633
 LG0633.The horizontal coordinates were scaled from a map and have
 LG0633.an estimated accuracy of +/- 6 seconds.
 LG0633
 LG0633.The orthometric height was determined by differential leveling and
 LG0633.adjusted by the NATIONAL GEODETIC SURVEY
 LG0633.in June 1991.
 LG0633
 LG0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0633.GEOID18 height accuracy estimate available here.
 LG0633
 LG0633.Click photographs - Photos may exist for this station.
 LG0633
 LG0633.The dynamic height is computed by dividing the NAVD 88
 LG0633.geopotential number by the normal gravity value computed on the
 LG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0633.degrees latitude (g = 980.6199 gals.).
 LG0633
 LG0633.The modeled gravity was interpolated from observed gravity values.
 LG0633
 LG0633;                    North         East    Units  Estimated Accuracy
 LG0633;SPC NE       -    21,610.      697,270.      MT  (+/- 180 meters Scaled)
 LG0633
 LG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK118290(NAD 83)
 LG0633
 LG0633                          SUPERSEDED SURVEY CONTROL
 LG0633
 LG0633  NGVD 29 (??/??/92)  501.693  (m)         1645.97   (f) ADJ UNCH    2 0
 LG0633
 LG0633.Superseded values are not recommended for survey control.
 LG0633
 LG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0633.See file dsdata.pdf to determine how the superseded data were derived.
 LG0633
 LG0633_MARKER: DB = BENCH MARK DISK
 LG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0633_STAMPING: C 172 1934
 LG0633_MARK LOGO: CGS
 LG0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0633+STABILITY: SURFACE MOTION
 LG0633
 LG0633  HISTORY     - Date     Condition        Report By
 LG0633  HISTORY     - 1934     MONUMENTED       CGS
 LG0633
 LG0633                          STATION DESCRIPTION
 LG0633
 LG0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0633'3.9 MI W FROM CHESTER.
 LG0633'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0633'FROM THE STATION AT CHESTER, THAYER COUNTY, AT A ROAD CROSSING,
 LG0633'66 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 12 FEET WEST OF
 LG0633'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 172 1934
 LG0633'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0611 ***********************************************************************
 LG0611  DESIGNATION -  C 173
 LG0611  PID         -  LG0611
 LG0611  STATE/COUNTY-  NE/FILLMORE
 LG0611  COUNTRY     -  US
 LG0611  USGS QUAD   -  STRANG (2017)
 LG0611
 LG0611                         *CURRENT SURVEY CONTROL
 LG0611  ______________________________________________________________________
 LG0611* NAD 83(1986) POSITION- 40 27 58.92   (N) 097 36 18.45   (W)   HD_HELD1
 LG0611* NAVD 88 ORTHO HEIGHT -   500.464 (meters)     1641.94  (feet) ADJUSTED
 LG0611  ______________________________________________________________________
 LG0611  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 LG0611  DYNAMIC HEIGHT  -        500.174 (meters)     1640.99  (feet) COMP
 LG0611  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 LG0611
 LG0611  VERT ORDER      -  SECOND    CLASS 0
 LG0611
 LG0611.The horizontal coordinates were determined by differentially corrected
 LG0611.hand held GPS observations or other comparable positioning techniques
 LG0611.and have an estimated accuracy of +/- 3 meters.
 LG0611
 LG0611.The orthometric height was determined by differential leveling and
 LG0611.adjusted by the NATIONAL GEODETIC SURVEY
 LG0611.in June 1991.
 LG0611
 LG0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0611.GEOID18 height accuracy estimate available here.
 LG0611
 LG0611.Click photographs - Photos may exist for this station.
 LG0611
 LG0611.The dynamic height is computed by dividing the NAVD 88
 LG0611.geopotential number by the normal gravity value computed on the
 LG0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0611.degrees latitude (g = 980.6199 gals.).
 LG0611
 LG0611.The modeled gravity was interpolated from observed gravity values.
 LG0611
 LG0611;                    North         East    Units  Estimated Accuracy
 LG0611;SPC NE       -    73,098.6     703,047.4     MT  (+/- 3 meters HH1 GPS) 
 LG0611
 LG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1825480455(NAD 83)
 LG0611
 LG0611                          SUPERSEDED SURVEY CONTROL
 LG0611
 LG0611  NGVD 29 (??/??/92)  500.280  (m)         1641.34   (f) ADJ UNCH    2 0
 LG0611
 LG0611.Superseded values are not recommended for survey control.
 LG0611
 LG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0611.See file dsdata.pdf to determine how the superseded data were derived.
 LG0611
 LG0611_MARKER: DB = BENCH MARK DISK
 LG0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0611_STAMPING: C 173 1934
 LG0611_MARK LOGO: CGS
 LG0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0611+STABILITY: SURFACE MOTION
 LG0611
 LG0611  HISTORY     - Date     Condition        Report By
 LG0611  HISTORY     - 1934     MONUMENTED       CGS
 LG0611  HISTORY     - 1941     GOOD             CGS
 LG0611
 LG0611                          STATION DESCRIPTION
 LG0611
 LG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0611'4 MI S FROM GENEVA.
 LG0611'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0611'FROM THE STATION AT GENEVA, FILLMORE COUNTY, AT A ROAD CROSSING,
 LG0611'36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF
 LG0611'THE CENTER LINE OF THE TRACK, AND IN THE PROPERTY LINE.  A STANDARD
 LG0611'DISK, STAMPED C 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0611
 LG0611                          STATION RECOVERY (1941)
 LG0611
 LG0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0231 ***********************************************************************
 LG0231  DESIGNATION -  C 174
 LG0231  PID         -  LG0231
 LG0231  STATE/COUNTY-  NE/GAGE
 LG0231  COUNTRY     -  US
 LG0231  USGS QUAD   -  BARNESTON (2017)
 LG0231
 LG0231                         *CURRENT SURVEY CONTROL
 LG0231  ______________________________________________________________________
 LG0231* NAD 83(1986) POSITION- 40 05 55.     (N) 096 36 15.     (W)   SCALED
 LG0231* NAVD 88 ORTHO HEIGHT -   372.358 (meters)     1221.64  (feet) ADJUSTED
 LG0231  ______________________________________________________________________
 LG0231  GEOID HEIGHT    -        -27.471 (meters)                     GEOID18
 LG0231  DYNAMIC HEIGHT  -        372.156 (meters)     1220.98  (feet) COMP
 LG0231  MODELED GRAVITY -    980,072.5   (mgal)                       NAVD 88
 LG0231
 LG0231  VERT ORDER      -  SECOND    CLASS 0
 LG0231
 LG0231.The horizontal coordinates were scaled from a map and have
 LG0231.an estimated accuracy of +/- 6 seconds.
 LG0231
 LG0231.The orthometric height was determined by differential leveling and
 LG0231.adjusted by the NATIONAL GEODETIC SURVEY
 LG0231.in June 1991.
 LG0231
 LG0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0231.GEOID18 height accuracy estimate available here.
 LG0231
 LG0231.Click photographs - Photos may exist for this station.
 LG0231
 LG0231.The dynamic height is computed by dividing the NAVD 88
 LG0231.geopotential number by the normal gravity value computed on the
 LG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0231.degrees latitude (g = 980.6199 gals.).
 LG0231
 LG0231.The modeled gravity was interpolated from observed gravity values.
 LG0231
 LG0231;                    North         East    Units  Estimated Accuracy
 LG0231;SPC NE       -    35,140.      789,480.      MT  (+/- 180 meters Scaled)
 LG0231
 LG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK042414(NAD 83)
 LG0231
 LG0231                          SUPERSEDED SURVEY CONTROL
 LG0231
 LG0231  NGVD 29 (??/??/92)  372.250  (m)         1221.29   (f) ADJ UNCH    2 0
 LG0231
 LG0231.Superseded values are not recommended for survey control.
 LG0231
 LG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0231.See file dsdata.pdf to determine how the superseded data were derived.
 LG0231
 LG0231_MARKER: DB = BENCH MARK DISK
 LG0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0231_SP_SET: PIER
 LG0231_STAMPING: C 174 1934
 LG0231_MARK LOGO: CGS
 LG0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0231
 LG0231  HISTORY     - Date     Condition        Report By
 LG0231  HISTORY     - 1934     MONUMENTED       CGS
 LG0231  HISTORY     - 1941     GOOD             CGS
 LG0231  HISTORY     - 20200318 MARK NOT FOUND   NEGS
 LG0231
 LG0231                          STATION DESCRIPTION
 LG0231
 LG0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0231'3.6 MI S FROM BLUE SPRINGS.
 LG0231'3.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0231'STATION AT BLUE SPRINGS, GAGE COUNTY, 3 POLES SOUTH OF MILEPOST
 LG0231'114, 600 FEET SOUTHEAST OF A ROAD CROSSING, AT THE SOUTHEAST
 LG0231'CORNER OF CONCRETE BRIDGE 83.74 ON THE CHICAGO, BURLINGTON AND
 LG0231'QUINCY RAILROAD, AND IN THE TOP OF THE CONCRETE PIER.  A
 LG0231'STANDARD DISK, STAMPED C 174 1934.  NOTE-- IT WAS REPORTED
 LG0231'IN SEPTEMBER 1941 THAT THIS BENCH MARK IS ALMOST COMPLETELY
 LG0231'COVERED BY CEMENT.
 LG0231
 LG0231                          STATION RECOVERY (1941)
 LG0231
 LG0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0231'RECOVERED IN GOOD CONDITION.
 LG0231
 LG0231                          STATION RECOVERY (2020)
 LG0231
 LG0231'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0231'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0220 ***********************************************************************
 LG0220  DESIGNATION -  C 175
 LG0220  PID         -  LG0220
 LG0220  STATE/COUNTY-  NE/JOHNSON
 LG0220  COUNTRY     -  US
 LG0220  USGS QUAD   -  TECUMSEH (2017)
 LG0220
 LG0220                         *CURRENT SURVEY CONTROL
 LG0220  ______________________________________________________________________
 LG0220* NAD 83(1986) POSITION- 40 17 17.33   (N) 096 07 29.71   (W)   HD_HELD1
 LG0220* NAVD 88 ORTHO HEIGHT -   348.663 (meters)     1143.91  (feet) ADJUSTED
 LG0220  ______________________________________________________________________
 LG0220  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 LG0220  DYNAMIC HEIGHT  -        348.478 (meters)     1143.30  (feet) COMP
 LG0220  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LG0220
 LG0220  VERT ORDER      -  SECOND    CLASS 0
 LG0220
 LG0220.The horizontal coordinates were determined by differentially corrected
 LG0220.hand held GPS observations or other comparable positioning techniques
 LG0220.and have an estimated accuracy of +/- 3 meters.
 LG0220
 LG0220.The orthometric height was determined by differential leveling and
 LG0220.adjusted by the NATIONAL GEODETIC SURVEY
 LG0220.in June 1991.
 LG0220
 LG0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0220.GEOID18 height accuracy estimate available here.
 LG0220
 LG0220.Click photographs - Photos may exist for this station.
 LG0220
 LG0220.The dynamic height is computed by dividing the NAVD 88
 LG0220.geopotential number by the normal gravity value computed on the
 LG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0220.degrees latitude (g = 980.6199 gals.).
 LG0220
 LG0220.The modeled gravity was interpolated from observed gravity values.
 LG0220
 LG0220;                    North         East    Units  Estimated Accuracy
 LG0220;SPC NE       -    57,881.7     829,363.8     MT  (+/- 3 meters HH1 GPS) 
 LG0220
 LG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4439863706(NAD 83)
 LG0220
 LG0220                          SUPERSEDED SURVEY CONTROL
 LG0220
 LG0220  NGVD 29 (??/??/92)  348.577  (m)         1143.62   (f) ADJ UNCH    2 0
 LG0220
 LG0220.Superseded values are not recommended for survey control.
 LG0220
 LG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0220.See file dsdata.pdf to determine how the superseded data were derived.
 LG0220
 LG0220_MARKER: DB = BENCH MARK DISK
 LG0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0220_SP_SET: TOWER FOOTING
 LG0220_STAMPING: C 175 1934
 LG0220_MARK LOGO: CGS
 LG0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0220+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 LG0220
 LG0220  HISTORY     - Date     Condition        Report By
 LG0220  HISTORY     - 1934     MONUMENTED       CGS
 LG0220  HISTORY     - 20080905 GOOD             INDIV
 LG0220  HISTORY     - 20100614 GOOD             NEGS
 LG0220
 LG0220                          STATION DESCRIPTION
 LG0220
 LG0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0220'AT ELK CREEK.
 LG0220'AT ELK CREEK, JOHNSON COUNTY, 100 FEET NORTHEAST OF THE NORTHEAST
 LG0220'CORNER OF A SCHOOLHOUSE, 45 FEET SOUTH OF THE CENTER LINE OF
 LG0220'AN EAST-AND-WEST STREET, AT THE CITY WATER TOWER, AND IN THE
 LG0220'CONCRETE FOOTING FOR THE NORTHWEST SUPPORT.  A STANDARD DISK,
 LG0220'STAMPED C 175 1934.
 LG0220
 LG0220                          STATION RECOVERY (2008)
 LG0220
 LG0220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG0220'RECOVERED IN GOOD CONDITION.
 LG0220
 LG0220                          STATION RECOVERY (2010)
 LG0220
 LG0220'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 LG0220'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0283 ***********************************************************************
 LG0283  DESIGNATION -  C 176
 LG0283  PID         -  LG0283
 LG0283  STATE/COUNTY-  NE/GAGE
 LG0283  COUNTRY     -  US
 LG0283  USGS QUAD   -  FILLEY (2017)
 LG0283
 LG0283                         *CURRENT SURVEY CONTROL
 LG0283  ______________________________________________________________________
 LG0283* NAD 83(1986) POSITION- 40 15 16.     (N) 096 35 43.     (W)   SCALED
 LG0283* NAVD 88 ORTHO HEIGHT -   404.545 (meters)     1327.24  (feet) ADJUSTED
 LG0283  ______________________________________________________________________
 LG0283  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 LG0283  DYNAMIC HEIGHT  -        404.331 (meters)     1326.54  (feet) COMP
 LG0283  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 LG0283
 LG0283  VERT ORDER      -  SECOND    CLASS 0
 LG0283
 LG0283.The horizontal coordinates were scaled from a map and have
 LG0283.an estimated accuracy of +/- 6 seconds.
 LG0283
 LG0283.The orthometric height was determined by differential leveling and
 LG0283.adjusted by the NATIONAL GEODETIC SURVEY
 LG0283.in June 1991.
 LG0283
 LG0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0283.GEOID18 height accuracy estimate available here.
 LG0283
 LG0283.Click photographs - Photos may exist for this station.
 LG0283
 LG0283.The dynamic height is computed by dividing the NAVD 88
 LG0283.geopotential number by the normal gravity value computed on the
 LG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0283.degrees latitude (g = 980.6199 gals.).
 LG0283
 LG0283.The modeled gravity was interpolated from observed gravity values.
 LG0283
 LG0283;                    North         East    Units  Estimated Accuracy
 LG0283;SPC NE       -    52,460.      789,560.      MT  (+/- 180 meters Scaled)
 LG0283
 LG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK045587(NAD 83)
 LG0283
 LG0283                          SUPERSEDED SURVEY CONTROL
 LG0283
 LG0283  NGVD 29 (??/??/92)  404.439  (m)         1326.90   (f) ADJ UNCH    2 0
 LG0283
 LG0283.Superseded values are not recommended for survey control.
 LG0283
 LG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0283.See file dsdata.pdf to determine how the superseded data were derived.
 LG0283
 LG0283_MARKER: DB = BENCH MARK DISK
 LG0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0283_SP_SET: CULVERT HEADWALL
 LG0283_STAMPING: C 176 1934
 LG0283_MARK LOGO: CGS
 LG0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0283+STABILITY: SURFACE MOTION
 LG0283
 LG0283  HISTORY     - Date     Condition        Report By
 LG0283  HISTORY     - 1934     MONUMENTED       CGS
 LG0283  HISTORY     - 1941     GOOD             CGS
 LG0283
 LG0283                          STATION DESCRIPTION
 LG0283
 LG0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0283'3.9 MI W FROM FILLEY.
 LG0283'3.9 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LG0283'RAILROAD FROM THE STATION AT FILLEY, GAGE COUNTY, AT THE CROSSING
 LG0283'OF STATE HIGHWAY 4, 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 LG0283'OLD ROADBED, AT A CONCRETE HIGHWAY CULVERT, AND IN THE TOP OF THE
 LG0283'EAST HEADWALL.  A STANDARD DISK, STAMPED C 176 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0785 ***********************************************************************
 LF0785  DESIGNATION -  C 177
 LF0785  PID         -  LF0785
 LF0785  STATE/COUNTY-  NE/OTOE
 LF0785  COUNTRY     -  US
 LF0785  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF0785
 LF0785                         *CURRENT SURVEY CONTROL
 LF0785  ______________________________________________________________________
 LF0785* NAD 83(1986) POSITION- 40 37 52.     (N) 095 53 29.     (W)   SCALED
 LF0785* NAVD 88 ORTHO HEIGHT -   357.738 (meters)     1173.68  (feet) ADJUSTED
 LF0785  ______________________________________________________________________
 LF0785  GEOID HEIGHT    -        -29.139 (meters)                     GEOID18
 LF0785  DYNAMIC HEIGHT  -        357.548 (meters)     1173.06  (feet) COMP
 LF0785  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 LF0785
 LF0785  VERT ORDER      -  SECOND    CLASS 0
 LF0785
 LF0785.The horizontal coordinates were scaled from a map and have
 LF0785.an estimated accuracy of +/- 6 seconds.
 LF0785
 LF0785.The orthometric height was determined by differential leveling and
 LF0785.adjusted by the NATIONAL GEODETIC SURVEY
 LF0785.in June 1991.
 LF0785
 LF0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0785.GEOID18 height accuracy estimate available here.
 LF0785
 LF0785.Click photographs - Photos may exist for this station.
 LF0785
 LF0785.The dynamic height is computed by dividing the NAVD 88
 LF0785.geopotential number by the normal gravity value computed on the
 LF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0785.degrees latitude (g = 980.6199 gals.).
 LF0785
 LF0785.The modeled gravity was interpolated from observed gravity values.
 LF0785
 LF0785;                    North         East    Units  Estimated Accuracy
 LF0785;SPC NE       -    96,830.      847,390.      MT  (+/- 180 meters Scaled)
 LF0785
 LF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF554018(NAD 83)
 LF0785
 LF0785                          SUPERSEDED SURVEY CONTROL
 LF0785
 LF0785  NGVD 29 (??/??/92)  357.631  (m)         1173.33   (f) ADJ UNCH    2 0
 LF0785
 LF0785.Superseded values are not recommended for survey control.
 LF0785
 LF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0785.See file dsdata.pdf to determine how the superseded data were derived.
 LF0785
 LF0785_MARKER: DB = BENCH MARK DISK
 LF0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0785_STAMPING: C 177 1934
 LF0785_MARK LOGO: CGS
 LF0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0785+STABILITY: SURFACE MOTION
 LF0785
 LF0785  HISTORY     - Date     Condition        Report By
 LF0785  HISTORY     - 1934     MONUMENTED       CGS
 LF0785  HISTORY     - 1964     GOOD             USGS
 LF0785  HISTORY     - 20220708 MARK NOT FOUND   JORSUR
 LF0785
 LF0785                          STATION DESCRIPTION
 LF0785
 LF0785'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LF0785'4 MI S FROM NEBRASKA CITY.
 LF0785'NEBRASKA CITY, ABOUT 3.0 MI. SOUTH, THENCE ABOUT 1.7 MI. WEST OF,
 LF0785'NEAR WEST 1/16 COR. OF SEC. 30, T8N, R14E, 81 FT. WEST AND 25 FT.
 LF0785'NORTH OF X-ING OF MO. PAC. R.R. AND E-W CO. RD., 6.0 FT. SOUTHWEST
 LF0785'OF WEST GATEPOST AND 3.0 FT. SOUTH OF A FENCE, IN A CONC. POST,
 LF0785'A STD. TABLET, STAMPED C 177 1934.
 LF0785
 LF0785                          STATION RECOVERY (2022)
 LF0785
 LF0785'RECOVERY NOTE BY JORGENSEN SURVEYING 2022 (BAJ)
 LF0785'THE FENCE AND GATE HAVE BEEN REMOVED.  THE AREA HAS RECENTLY BEEN
 LF0785'REGRADED TO PLACE A NEW CULVERT FOR A DRIVE TO A FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0440 ***********************************************************************
 NN0440  DESIGNATION -  C 18
 NN0440  PID         -  NN0440
 NN0440  STATE/COUNTY-  NE/ROCK
 NN0440  COUNTRY     -  US
 NN0440  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0440
 NN0440                         *CURRENT SURVEY CONTROL
 NN0440  ______________________________________________________________________
 NN0440* NAD 83(1986) POSITION- 42 07 49.     (N) 099 26 55.     (W)   SCALED
 NN0440* NAVD 88 ORTHO HEIGHT -   749.270 (meters)     2458.23  (feet) ADJUSTED
 NN0440  ______________________________________________________________________
 NN0440  GEOID HEIGHT    -        -22.858 (meters)                     GEOID18
 NN0440  DYNAMIC HEIGHT  -        748.933 (meters)     2457.12  (feet) COMP
 NN0440  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 NN0440
 NN0440  VERT ORDER      -  FIRST     CLASS II
 NN0440
 NN0440.The horizontal coordinates were scaled from a map and have
 NN0440.an estimated accuracy of +/- 6 seconds.
 NN0440
 NN0440.The orthometric height was determined by differential leveling and
 NN0440.adjusted by the NATIONAL GEODETIC SURVEY
 NN0440.in June 1991.
 NN0440
 NN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0440.GEOID18 height accuracy estimate available here.
 NN0440
 NN0440.Click photographs - Photos may exist for this station.
 NN0440
 NN0440.The dynamic height is computed by dividing the NAVD 88
 NN0440.geopotential number by the normal gravity value computed on the
 NN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0440.degrees latitude (g = 980.6199 gals.).
 NN0440
 NN0440.The modeled gravity was interpolated from observed gravity values.
 NN0440
 NN0440;                    North         East    Units  Estimated Accuracy
 NN0440;SPC NE       -   255,170.      545,580.      MT  (+/- 180 meters Scaled)
 NN0440
 NN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM629643(NAD 83)
 NN0440
 NN0440                          SUPERSEDED SURVEY CONTROL
 NN0440
 NN0440  NGVD 29 (??/??/92)  749.010  (m)         2457.38   (f) ADJ UNCH    1 2
 NN0440
 NN0440.Superseded values are not recommended for survey control.
 NN0440
 NN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0440.See file dsdata.pdf to determine how the superseded data were derived.
 NN0440
 NN0440_MARKER: DB = BENCH MARK DISK
 NN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0440_STAMPING: 2457.377 C 18 1933
 NN0440_MARK LOGO: CGS
 NN0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0440+STABILITY: SURFACE MOTION
 NN0440
 NN0440  HISTORY     - Date     Condition        Report By
 NN0440  HISTORY     - 1933     MONUMENTED       CGS
 NN0440
 NN0440                          STATION DESCRIPTION
 NN0440
 NN0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0440'9.5 MI N FROM HARROP.
 NN0440'ABOUT 9-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0440'LOUP COUNTY, ABOUT 2-1/2 MILES SOUTHEAST OF SWINNEYS CASH STORE,
 NN0440'ABOUT 400 YARDS WEST OF THE ELMER JOHNSON FARMHOUSE, 65 FEET
 NN0440'WEST OF THE CENTER LINE OF THE HIGHWAY, IN A FENCED SECTION-LINE
 NN0440'ROAD RIGHT-OF-WAY, 20 FEET WEST OF A FENCE CORNER, AND 2 FEET
 NN0440'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 2457.377 C 18 1933
 NN0440'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 NN0440'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0246 ***********************************************************************
 NN0246  DESIGNATION -  C 19
 NN0246  PID         -  NN0246
 NN0246  STATE/COUNTY-  NE/HOLT
 NN0246  COUNTRY     -  US
 NN0246  USGS QUAD   -  O'NEILL (2017)
 NN0246
 NN0246                         *CURRENT SURVEY CONTROL
 NN0246  ______________________________________________________________________
 NN0246* NAD 83(1986) POSITION- 42 29 38.04   (N) 098 39 26.43   (W)   HD_HELD1
 NN0246* NAVD 88 ORTHO HEIGHT -   613.384 (meters)     2012.41  (feet) ADJUSTED
 NN0246  ______________________________________________________________________
 NN0246  GEOID HEIGHT    -        -24.484 (meters)                     GEOID18
 NN0246  DYNAMIC HEIGHT  -        613.152 (meters)     2011.65  (feet) COMP
 NN0246  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 NN0246
 NN0246  VERT ORDER      -  FIRST     CLASS II
 NN0246
 NN0246.The horizontal coordinates were determined by differentially corrected
 NN0246.hand held GPS observations or other comparable positioning techniques
 NN0246.and have an estimated accuracy of +/- 3 meters.
 NN0246
 NN0246.The orthometric height was determined by differential leveling and
 NN0246.adjusted by the NATIONAL GEODETIC SURVEY
 NN0246.in June 1991.
 NN0246
 NN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0246.GEOID18 height accuracy estimate available here.
 NN0246
 NN0246.Click photographs - Photos may exist for this station.
 NN0246
 NN0246.The dynamic height is computed by dividing the NAVD 88
 NN0246.geopotential number by the normal gravity value computed on the
 NN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0246.degrees latitude (g = 980.6199 gals.).
 NN0246
 NN0246.The modeled gravity was interpolated from observed gravity values.
 NN0246
 NN0246;                    North         East    Units  Estimated Accuracy
 NN0246;SPC NE       -   296,262.3     610,350.2     MT  (+/- 3 meters HH1 GPS) 
 NN0246
 NN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2815704672(NAD 83)
 NN0246
 NN0246                          SUPERSEDED SURVEY CONTROL
 NN0246
 NN0246  NGVD 29 (??/??/92)  613.175  (m)         2011.73   (f) ADJ UNCH    1 2
 NN0246
 NN0246.Superseded values are not recommended for survey control.
 NN0246
 NN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0246.See file dsdata.pdf to determine how the superseded data were derived.
 NN0246
 NN0246_MARKER: DB = BENCH MARK DISK
 NN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0246_STAMPING: 2011.725 C 19 1933
 NN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0246+STABILITY: SURFACE MOTION
 NN0246
 NN0246  HISTORY     - Date     Condition        Report By
 NN0246  HISTORY     - 1933     MONUMENTED       CGS
 NN0246
 NN0246                          STATION DESCRIPTION
 NN0246
 NN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0246'3 MI N FROM O NEILL.
 NN0246'3.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0246'ABOUT 1 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY 20, AT A
 NN0246'ROAD INTERSECTION, 87 FEET EAST OF THE CENTER LINE OF THE
 NN0246'HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 NN0246'ROAD, AND 60 FEET SOUTHEAST OF THE EAST END OF THE HEAD WALL OF A
 NN0246'CULVERT.  A STANDARD DISK, STAMPED 2011.725 C 19 1933 AND SET IN
 NN0246'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0184 ***********************************************************************
 NO0184  DESIGNATION -  C 20
 NO0184  PID         -  NO0184
 NO0184  STATE/COUNTY-  NE/CHERRY
 NO0184  COUNTRY     -  US
 NO0184  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0184
 NO0184                         *CURRENT SURVEY CONTROL
 NO0184  ______________________________________________________________________
 NO0184* NAD 83(1986) POSITION- 42 58 52.     (N) 100 34 23.     (W)   SCALED
 NO0184* NAVD 88 ORTHO HEIGHT -   855.300 (meters)     2806.10  (feet) ADJUSTED
 NO0184  ______________________________________________________________________
 NO0184  GEOID HEIGHT    -        -22.129 (meters)                     GEOID18
 NO0184  DYNAMIC HEIGHT  -        854.960 (meters)     2804.98  (feet) COMP
 NO0184  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 NO0184
 NO0184  VERT ORDER      -  FIRST     CLASS II
 NO0184
 NO0184.The horizontal coordinates were scaled from a map and have
 NO0184.an estimated accuracy of +/- 6 seconds.
 NO0184
 NO0184.The orthometric height was determined by differential leveling and
 NO0184.adjusted by the NATIONAL GEODETIC SURVEY
 NO0184.in June 1991.
 NO0184
 NO0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0184.GEOID18 height accuracy estimate available here.
 NO0184
 NO0184.Click photographs - Photos may exist for this station.
 NO0184
 NO0184.The dynamic height is computed by dividing the NAVD 88
 NO0184.geopotential number by the normal gravity value computed on the
 NO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0184.degrees latitude (g = 980.6199 gals.).
 NO0184
 NO0184.The modeled gravity was interpolated from observed gravity values.
 NO0184
 NO0184;                    North         East    Units  Estimated Accuracy
 NO0184;SPC NE       -   349,680.      453,260.      MT  (+/- 180 meters Scaled)
 NO0184
 NO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN717599(NAD 83)
 NO0184
 NO0184                          SUPERSEDED SURVEY CONTROL
 NO0184
 NO0184  NGVD 29 (??/??/92)  854.998  (m)         2805.11   (f) ADJ UNCH    1 2
 NO0184
 NO0184.Superseded values are not recommended for survey control.
 NO0184
 NO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0184.See file dsdata.pdf to determine how the superseded data were derived.
 NO0184
 NO0184_MARKER: DB = BENCH MARK DISK
 NO0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0184_STAMPING: C 20 1933
 NO0184_MARK LOGO: CGS
 NO0184_PROJECTION: FLUSH
 NO0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0184+STABILITY: SURFACE MOTION
 NO0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0184+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0184
 NO0184  HISTORY     - Date     Condition        Report By
 NO0184  HISTORY     - 1933     MONUMENTED       CGS
 NO0184  HISTORY     - 19920723 GOOD             NGS
 NO0184
 NO0184                          STATION DESCRIPTION
 NO0184
 NO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0184'7.9 MI N FROM VALENTINE.
 NO0184'ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE,
 NO0184'CHERRY COUNTY, ABOUT 1 MILE SOUTH OF THE SOUTH DAKOTA-NEBRASKA
 NO0184'STATE LINE, ABOUT 150 FEET SOUTH OF A CROSS ROAD, 50 FEET WEST
 NO0184'OF THE CENTER LINE OF THE HIGHWAY, AND 12 FEET WEST OF A FENCE.
 NO0184'A STANDARD DISK, STAMPED C 20 1933 AND SET IN THE TOP OF A
 NO0184'CONCRETE POST.
 NO0184
 NO0184                          STATION RECOVERY (1992)
 NO0184
 NO0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0184'11.9 KM (7.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0184'COURTHOUSE IN VALENTINE, 69.3 M (227.4 FT) SOUTH OF THE CENTER OF A
 NO0184'GRAVELED ROAD, 15.5 M (50.9 FT) WEST OF THE CENTERLINE OF THE
 NO0184'HIGHWAY, 10.2 M (33.5 FT) NORTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 NO0184'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NO0184'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0097 ***********************************************************************
 LJ0097  DESIGNATION -  C 200
 LJ0097  PID         -  LJ0097
 LJ0097  STATE/COUNTY-  NE/RED WILLOW
 LJ0097  COUNTRY     -  US
 LJ0097  USGS QUAD   -  MCCOOK SE (2017)
 LJ0097
 LJ0097                         *CURRENT SURVEY CONTROL
 LJ0097  ______________________________________________________________________
 LJ0097* NAD 83(1986) POSITION- 40 04 32.26   (N) 100 35 52.98   (W)   HD_HELD1
 LJ0097* NAVD 88 ORTHO HEIGHT -   854.066 (meters)     2802.05  (feet) ADJUSTED
 LJ0097  ______________________________________________________________________
 LJ0097  GEOID HEIGHT    -        -24.170 (meters)                     GEOID18
 LJ0097  DYNAMIC HEIGHT  -        853.483 (meters)     2800.14  (feet) COMP
 LJ0097  MODELED GRAVITY -    979,914.3   (mgal)                       NAVD 88
 LJ0097
 LJ0097  VERT ORDER      -  SECOND    CLASS 0
 LJ0097
 LJ0097.The horizontal coordinates were determined by differentially corrected
 LJ0097.hand held GPS observations or other comparable positioning techniques
 LJ0097.and have an estimated accuracy of +/- 3 meters.
 LJ0097
 LJ0097.The orthometric height was determined by differential leveling and
 LJ0097.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0097.in June 1991.
 LJ0097
 LJ0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0097.GEOID18 height accuracy estimate available here.
 LJ0097
 LJ0097.Click photographs - Photos may exist for this station.
 LJ0097
 LJ0097.The dynamic height is computed by dividing the NAVD 88
 LJ0097.geopotential number by the normal gravity value computed on the
 LJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0097.degrees latitude (g = 980.6199 gals.).
 LJ0097
 LJ0097.The modeled gravity was interpolated from observed gravity values.
 LJ0097
 LJ0097;                    North         East    Units  Estimated Accuracy
 LJ0097;SPC NE       -    27,079.9     448,988.7     MT  (+/- 3 meters HH1 GPS) 
 LJ0097
 LJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6373837374(NAD 83)
 LJ0097
 LJ0097                          SUPERSEDED SURVEY CONTROL
 LJ0097
 LJ0097  NGVD 29 (??/??/92)  853.753  (m)         2801.02   (f) ADJ UNCH    2 0
 LJ0097
 LJ0097.Superseded values are not recommended for survey control.
 LJ0097
 LJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0097.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0097
 LJ0097_MARKER: DB = BENCH MARK DISK
 LJ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0097_STAMPING: C 200 1934
 LJ0097_MARK LOGO: CGS
 LJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0097+STABILITY: SURFACE MOTION
 LJ0097
 LJ0097  HISTORY     - Date     Condition        Report By
 LJ0097  HISTORY     - 1934     MONUMENTED       CGS
 LJ0097  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0097
 LJ0097                          STATION DESCRIPTION
 LJ0097
 LJ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0097'7.9 MI N FROM CEDAR BLUFFS.
 LJ0097'7.9 MILES NORTH OF BURLINGTON RR STATION AT CEDAR BLUFFS, ABOUT
 LJ0097'600 FEET EAST OF WHITE HOUSE, NEAR THE EAST END OF A LARGE
 LJ0097'CURVE, 65 FEET NORTH OF A SIDE ROAD LEADING WEST AND 40 FEET
 LJ0097'NORTH OF CENTERLINE OF U.S. HIGHWAY 183, IN A FENCE LINE.
 LJ0097
 LJ0097                          STATION RECOVERY (1999)
 LJ0097
 LJ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0097'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0063 ***********************************************************************
 LJ0063  DESIGNATION -  C 201
 LJ0063  PID         -  LJ0063
 LJ0063  STATE/COUNTY-  NE/RED WILLOW
 LJ0063  COUNTRY     -  US
 LJ0063  USGS QUAD   -  DANBURY (2017)
 LJ0063
 LJ0063                         *CURRENT SURVEY CONTROL
 LJ0063  ______________________________________________________________________
 LJ0063* NAD 83(1986) POSITION- 40 00 52.20   (N) 100 28 51.39   (W)   HD_HELD1
 LJ0063* NAVD 88 ORTHO HEIGHT -   762.594 (meters)     2501.94  (feet) ADJUSTED
 LJ0063  ______________________________________________________________________
 LJ0063  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 LJ0063  DYNAMIC HEIGHT  -        762.071 (meters)     2500.23  (feet) COMP
 LJ0063  MODELED GRAVITY -    979,915.8   (mgal)                       NAVD 88
 LJ0063
 LJ0063  VERT ORDER      -  SECOND    CLASS 0
 LJ0063
 LJ0063.The horizontal coordinates were determined by differentially corrected
 LJ0063.hand held GPS observations or other comparable positioning techniques
 LJ0063.and have an estimated accuracy of +/- 3 meters.
 LJ0063
 LJ0063.The orthometric height was determined by differential leveling and
 LJ0063.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0063.in June 1991.
 LJ0063
 LJ0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0063.GEOID18 height accuracy estimate available here.
 LJ0063
 LJ0063.Click photographs - Photos may exist for this station.
 LJ0063
 LJ0063.The dynamic height is computed by dividing the NAVD 88
 LJ0063.geopotential number by the normal gravity value computed on the
 LJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0063.degrees latitude (g = 980.6199 gals.).
 LJ0063
 LJ0063.The modeled gravity was interpolated from observed gravity values.
 LJ0063
 LJ0063;                    North         East    Units  Estimated Accuracy
 LJ0063;SPC NE       -    20,230.4     458,939.7     MT  (+/- 3 meters HH1 GPS) 
 LJ0063
 LJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7361130416(NAD 83)
 LJ0063
 LJ0063                          SUPERSEDED SURVEY CONTROL
 LJ0063
 LJ0063  NGVD 29 (??/??/92)  762.290  (m)         2500.95   (f) ADJ UNCH    2 0
 LJ0063
 LJ0063.Superseded values are not recommended for survey control.
 LJ0063
 LJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0063.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0063
 LJ0063_MARKER: DB = BENCH MARK DISK
 LJ0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0063_SP_SET: SCALES FOUNDATION
 LJ0063_STAMPING: C 201 1934
 LJ0063_MARK LOGO: CGS
 LJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0063+STABILITY: SURFACE MOTION
 LJ0063
 LJ0063  HISTORY     - Date     Condition        Report By
 LJ0063  HISTORY     - 1934     MONUMENTED       CGS
 LJ0063
 LJ0063                          STATION DESCRIPTION
 LJ0063
 LJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0063'AT MARION.
 LJ0063'AT MARION 250 FEET NORTH OF CROSSING (RAILROAD) 20 FEET SOUTH OF
 LJ0063'MAIN ENTRANCE OF MARION EQUITY BUILDING, IN SCALES FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0072 ***********************************************************************
 LJ0072  DESIGNATION -  C 206
 LJ0072  PID         -  LJ0072
 LJ0072  STATE/COUNTY-  NE/HITCHCOCK
 LJ0072  COUNTRY     -  US
 LJ0072  USGS QUAD   -  CULBERTSON (2017)
 LJ0072
 LJ0072                         *CURRENT SURVEY CONTROL
 LJ0072  ______________________________________________________________________
 LJ0072* NAD 83(1986) POSITION- 40 13 15.     (N) 100 50 40.     (W)   SCALED
 LJ0072* NAVD 88 ORTHO HEIGHT -   785.451 (meters)     2576.93  (feet) ADJUSTED
 LJ0072  ______________________________________________________________________
 LJ0072  GEOID HEIGHT    -        -23.726 (meters)                     GEOID18
 LJ0072  DYNAMIC HEIGHT  -        784.928 (meters)     2575.22  (feet) COMP
 LJ0072  MODELED GRAVITY -    979,934.0   (mgal)                       NAVD 88
 LJ0072
 LJ0072  VERT ORDER      -  SECOND    CLASS 0
 LJ0072
 LJ0072.The horizontal coordinates were scaled from a map and have
 LJ0072.an estimated accuracy of +/- 6 seconds.
 LJ0072
 LJ0072.The orthometric height was determined by differential leveling and
 LJ0072.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0072.in June 1991.
 LJ0072
 LJ0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0072.GEOID18 height accuracy estimate available here.
 LJ0072
 LJ0072.Click photographs - Photos may exist for this station.
 LJ0072
 LJ0072.The dynamic height is computed by dividing the NAVD 88
 LJ0072.geopotential number by the normal gravity value computed on the
 LJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0072.degrees latitude (g = 980.6199 gals.).
 LJ0072
 LJ0072.The modeled gravity was interpolated from observed gravity values.
 LJ0072
 LJ0072;                    North         East    Units  Estimated Accuracy
 LJ0072;SPC NE       -    43,380.      428,130.      MT  (+/- 180 meters Scaled)
 LJ0072
 LJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK430538(NAD 83)
 LJ0072
 LJ0072                          SUPERSEDED SURVEY CONTROL
 LJ0072
 LJ0072  NGVD 29 (??/??/92)  785.135  (m)         2575.90   (f) ADJ UNCH    2 0
 LJ0072
 LJ0072.Superseded values are not recommended for survey control.
 LJ0072
 LJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0072.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0072
 LJ0072_MARKER: DB = BENCH MARK DISK
 LJ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0072_STAMPING: C 206 1939
 LJ0072_MARK LOGO: CGS
 LJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0072+STABILITY: SURFACE MOTION
 LJ0072
 LJ0072  HISTORY     - Date     Condition        Report By
 LJ0072  HISTORY     - 1939     MONUMENTED       CGS
 LJ0072  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0072
 LJ0072                          STATION DESCRIPTION
 LJ0072
 LJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0072'1 MI W FROM CULBERTSON.
 LJ0072'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0072'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 177 FEET
 LJ0072'NORTHEAST OF MILEPOST 300, ABOUT 576 FEET SOUTHWEST OF THE
 LJ0072'JUNCTION OF THE CULBERTSON TO INPERIAL BRANCH OF THE CB AND QRR,
 LJ0072'78 FEET SOUTHWEST OF THE CENTERLINE OF THE C AND I TRACK, 75
 LJ0072'FEET NORTHWEST OF THE CENTERLINE OF THE CB AND QRR TRACK, 60
 LJ0072'FEET NORTHEAST OF THE JUNCTION OF A COUNTY ROAD AND A ROAD
 LJ0072'LEADING SOUTH, 24 FEET EAST OF A TELEPHONE POLE, AND 3 FEET
 LJ0072'FROM A MARKER POST.  A STANDARD DISK, STAMPED C 206 1939 AND SET
 LJ0072'IN THE TOP OF A CONCRETE POST.
 LJ0072
 LJ0072                          STATION RECOVERY (1999)
 LJ0072
 LJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0072'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0406 ***********************************************************************
 LG0406  DESIGNATION -  C 207
 LG0406  PID         -  LG0406
 LG0406  STATE/COUNTY-  NE/LANCASTER
 LG0406  COUNTRY     -  US
 LG0406  USGS QUAD   -  EMERALD (2017)
 LG0406
 LG0406                         *CURRENT SURVEY CONTROL
 LG0406  ______________________________________________________________________
 LG0406* NAD 83(1986) POSITION- 40 48 49.     (N) 096 51 34.     (W)   SCALED
 LG0406* NAVD 88 ORTHO HEIGHT -   382.788 (meters)     1255.86  (feet) ADJUSTED
 LG0406  ______________________________________________________________________
 LG0406  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 LG0406  DYNAMIC HEIGHT  -        382.606 (meters)     1255.27  (feet) COMP
 LG0406  MODELED GRAVITY -    980,137.3   (mgal)                       NAVD 88
 LG0406
 LG0406  VERT ORDER      -  SECOND    CLASS 0
 LG0406
 LG0406.The horizontal coordinates were scaled from a map and have
 LG0406.an estimated accuracy of +/- 6 seconds.
 LG0406
 LG0406.The orthometric height was determined by differential leveling and
 LG0406.adjusted by the NATIONAL GEODETIC SURVEY
 LG0406.in June 1991.
 LG0406
 LG0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0406.GEOID18 height accuracy estimate available here.
 LG0406
 LG0406.Click photographs - Photos may exist for this station.
 LG0406
 LG0406.The dynamic height is computed by dividing the NAVD 88
 LG0406.geopotential number by the normal gravity value computed on the
 LG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0406.degrees latitude (g = 980.6199 gals.).
 LG0406
 LG0406.The modeled gravity was interpolated from observed gravity values.
 LG0406
 LG0406;                    North         East    Units  Estimated Accuracy
 LG0406;SPC NE       -   113,650.      764,850.      MT  (+/- 180 meters Scaled)
 LG0406
 LG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL805202(NAD 83)
 LG0406
 LG0406                          SUPERSEDED SURVEY CONTROL
 LG0406
 LG0406  NGVD 29 (??/??/92)  382.659  (m)         1255.44   (f) ADJ UNCH    2 0
 LG0406
 LG0406.Superseded values are not recommended for survey control.
 LG0406
 LG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0406.See file dsdata.pdf to determine how the superseded data were derived.
 LG0406
 LG0406_MARKER: DB = BENCH MARK DISK
 LG0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0406_SP_SET: UNDERPASS PIER
 LG0406_STAMPING: C 207 1939
 LG0406_MARK LOGO: CGS
 LG0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0406
 LG0406  HISTORY     - Date     Condition        Report By
 LG0406  HISTORY     - 1939     MONUMENTED       CGS
 LG0406  HISTORY     - 1990     GOOD             USPSQD
 LG0406
 LG0406                          STATION DESCRIPTION
 LG0406
 LG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0406'0.9 MI W FROM EMERALD.
 LG0406'0.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0406'FROM THE STATION AT EMERALD, LANCASTER COUNTY, AT U.S. HIGHWAY 6
 LG0406'UNDERPASS, IN THE TOP OF THE EAST CORNER OF THE SOUTHWEST PIER,
 LG0406'36 FEET EAST OF SIGNAL TOWER S 874, 15 FEET SOUTH OF THE CENTERLINE
 LG0406'OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LG0406'STANDARD DISK, STAMPED C 207 1939.
 LG0406
 LG0406                          STATION RECOVERY (1990)
 LG0406
 LG0406'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0009 ***********************************************************************
 LG0009  DESIGNATION -  C 208
 LG0009  PID         -  LG0009
 LG0009  STATE/COUNTY-  NE/OTOE
 LG0009  COUNTRY     -  US
 LG0009  USGS QUAD   -  DUNBAR (2017)
 LG0009
 LG0009                         *CURRENT SURVEY CONTROL
 LG0009  ______________________________________________________________________
 LG0009* NAD 83(1986) POSITION- 40 39 43.     (N) 096 06 27.     (W)   SCALED
 LG0009* NAVD 88 ORTHO HEIGHT -   362.603 (meters)     1189.64  (feet) ADJUSTED
 LG0009  ______________________________________________________________________
 LG0009  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 LG0009  DYNAMIC HEIGHT  -        362.417 (meters)     1189.03  (feet) COMP
 LG0009  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 LG0009
 LG0009  VERT ORDER      -  FIRST     CLASS II
 LG0009
 LG0009.The horizontal coordinates were scaled from a map and have
 LG0009.an estimated accuracy of +/- 6 seconds.
 LG0009
 LG0009.The orthometric height was determined by differential leveling and
 LG0009.adjusted by the NATIONAL GEODETIC SURVEY
 LG0009.in June 1991.
 LG0009
 LG0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0009.GEOID18 height accuracy estimate available here.
 LG0009
 LG0009.Click photographs - Photos may exist for this station.
 LG0009
 LG0009.The dynamic height is computed by dividing the NAVD 88
 LG0009.geopotential number by the normal gravity value computed on the
 LG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0009.degrees latitude (g = 980.6199 gals.).
 LG0009
 LG0009.The modeled gravity was interpolated from observed gravity values.
 LG0009
 LG0009;                    North         East    Units  Estimated Accuracy
 LG0009;SPC NE       -    99,410.      828,980.      MT  (+/- 180 meters Scaled)
 LG0009
 LG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL445052(NAD 83)
 LG0009
 LG0009                          SUPERSEDED SURVEY CONTROL
 LG0009
 LG0009  NGVD 29 (??/??/92)  362.479  (m)         1189.23   (f) ADJ UNCH    1 2
 LG0009
 LG0009.Superseded values are not recommended for survey control.
 LG0009
 LG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0009.See file dsdata.pdf to determine how the superseded data were derived.
 LG0009
 LG0009_MARKER: DB = BENCH MARK DISK
 LG0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0009_STAMPING: C 208 1940
 LG0009_MARK LOGO: CGS
 LG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0009+STABILITY: SURFACE MOTION
 LG0009
 LG0009  HISTORY     - Date     Condition        Report By
 LG0009  HISTORY     - 1940     MONUMENTED       CGS
 LG0009  HISTORY     - 1964     GOOD             USGS
 LG0009  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0009
 LG0009                          STATION DESCRIPTION
 LG0009
 LG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0009'5 MI W FROM DUNBAR.
 LG0009'5.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0009'FROM THE STATION AT DUNBAR, OTOE COUNTY, 180 FEET EAST OF MILEPOST
 LG0009'21, 400 FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 16.5
 LG0009'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST OF A
 LG0009'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 208 1940
 LG0009'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0009'GROUND.  NOTE-- IN THE NORTHEAST 1/4 OF SEC. 18, T8N, R12E.
 LG0009
 LG0009                          STATION RECOVERY (1964)
 LG0009
 LG0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0009'RECOVERED IN GOOD CONDITION.
 LG0009
 LG0009                          STATION RECOVERY (1991)
 LG0009
 LG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0009'THE DESCRIBED AREA HAS BEEN FILLED WITH DIRT AND RAILROAD TIES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0333 ***********************************************************************
 LG0333  DESIGNATION -  C 209
 LG0333  PID         -  LG0333
 LG0333  STATE/COUNTY-  NE/LANCASTER
 LG0333  COUNTRY     -  US
 LG0333  USGS QUAD   -  CRETE NORTH (2017)
 LG0333
 LG0333                         *CURRENT SURVEY CONTROL
 LG0333  ______________________________________________________________________
 LG0333* NAD 83(1986) POSITION- 40 39 42.     (N) 096 54 37.     (W)   SCALED
 LG0333* NAVD 88 ORTHO HEIGHT -   430.905 (meters)     1413.73  (feet) ADJUSTED
 LG0333  ______________________________________________________________________
 LG0333  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 LG0333  DYNAMIC HEIGHT  -        430.692 (meters)     1413.03  (feet) COMP
 LG0333  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 LG0333
 LG0333  VERT ORDER      -  FIRST     CLASS II
 LG0333
 LG0333.The horizontal coordinates were scaled from a map and have
 LG0333.an estimated accuracy of +/- 6 seconds.
 LG0333
 LG0333.The orthometric height was determined by differential leveling and
 LG0333.adjusted by the NATIONAL GEODETIC SURVEY
 LG0333.in June 1991.
 LG0333
 LG0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0333.GEOID18 height accuracy estimate available here.
 LG0333
 LG0333.Click photographs - Photos may exist for this station.
 LG0333
 LG0333.The dynamic height is computed by dividing the NAVD 88
 LG0333.geopotential number by the normal gravity value computed on the
 LG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0333.degrees latitude (g = 980.6199 gals.).
 LG0333
 LG0333.The modeled gravity was interpolated from observed gravity values.
 LG0333
 LG0333;                    North         East    Units  Estimated Accuracy
 LG0333;SPC NE       -    96,640.      761,160.      MT  (+/- 180 meters Scaled)
 LG0333
 LG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL766032(NAD 83)
 LG0333
 LG0333                          SUPERSEDED SURVEY CONTROL
 LG0333
 LG0333  NGVD 29 (??/??/92)  430.778  (m)         1413.31   (f) ADJ UNCH    1 2
 LG0333
 LG0333.Superseded values are not recommended for survey control.
 LG0333
 LG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0333.See file dsdata.pdf to determine how the superseded data were derived.
 LG0333
 LG0333_MARKER: DB = BENCH MARK DISK
 LG0333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0333_SP_SET: PIER
 LG0333_STAMPING: C 209 1940
 LG0333_MARK LOGO: CGS
 LG0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0333+STABILITY: SURFACE MOTION
 LG0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0333+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2020
 LG0333
 LG0333  HISTORY     - Date     Condition        Report By
 LG0333  HISTORY     - 1940     MONUMENTED       CGS
 LG0333  HISTORY     - 19861117 GOOD             NGS
 LG0333  HISTORY     - 19911009 GOOD             NGS
 LG0333  HISTORY     - 20070606 GOOD             NEDR
 LG0333  HISTORY     - 20200219 POOR             NEGS
 LG0333
 LG0333                          STATION DESCRIPTION
 LG0333
 LG0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0333'3.7 MI NE FROM CRETE.
 LG0333'IN LANCASTER COUNTY, 3.7 MILES NORTHEAST ALONG THE CHICAGO,
 LG0333'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT CRETE, SALINE
 LG0333'COUNTY, 99 FEET NORTH OF MILEPOST 76, 169 FEET NORTH OF THE
 LG0333'CENTER OF A ROAD CROSSING, AT THE WEST END OF A 15-FOOT
 LG0333'CONCRETE-BOX CULVERT, IN THE TOP OF THE CENTER PIER, 12 FEET
 LG0333'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 LG0333'THAN THE TRACK.  A STANDARD DISK, STAMPED C 209 1940.
 LG0333
 LG0333                          STATION RECOVERY (1986)
 LG0333
 LG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0333'RECOVERED IN GOOD CONDITION, 5.95 KM (3.70 MI) NORTHEAST ALONG THE
 LG0333'BURLINGTON NORTHERN RAILROAD, FROM THE OLD STATION AT CRETE, AT THE
 LG0333'NORTH END OF THE BERKS SIDING, 51.5 M (169.0 FT) NORTHEAST FROM THE
 LG0333'CENTER OF A ROAD CROSSING, 30.18 M (99.0 FT) NORTHEAST FROM MILEPOST
 LG0333'76, 3.66 M (12.0 FT) NORTHWEST FROM THE CENTERLINE OF THE TRACK, 1.2
 LG0333'M (3.9 FT) BELOW THE TRACK,  AND SET IN THE CENTER OF THE TOP OF THE
 LG0333'CENTER SUPPORT PIER OF A 15-FT CONCRETE BOX CULVERT.
 LG0333
 LG0333                          STATION RECOVERY (1991)
 LG0333
 LG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0333'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM CITY HALL IN
 LG0333'CRETE, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG SOUTHWEST 142ND
 LG0333'STREET, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG WEST PARKER ROAD,
 LG0333'THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN
 LG0333'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 LG0333'OF THE CENTER PIER OF A CULVERT, 3.0 M (9.8 FT) NORTHWEST OF THE NEAR
 LG0333'RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK.
 LG0333
 LG0333                          STATION RECOVERY (2007)
 LG0333
 LG0333'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 LG0333'RECOVERED IN GOOD CONDITION.
 LG0333
 LG0333                          STATION RECOVERY (2020)
 LG0333
 LG0333'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0333'THE MARK IS 12 FT (3.7 M) NORTH OF THE CENTERLINE OF THE RAILROAD IN
 LG0333'THE FOUNDATION (CENTER PIER) OF A CULVERT THAT IS SURROUNDED BY WATER
 LG0333'AND WOULD BE VERY DIFFICULT TO OCCUPY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0177 ***********************************************************************
 NO0177  DESIGNATION -  C 21
 NO0177  PID         -  NO0177
 NO0177  STATE/COUNTY-  NE/CHERRY
 NO0177  COUNTRY     -  US
 NO0177  USGS QUAD   -  KENNEDY (2017)
 NO0177
 NO0177                         *CURRENT SURVEY CONTROL
 NO0177  ______________________________________________________________________
 NO0177* NAD 83(1986) POSITION- 42 30 08.37   (N) 100 50 05.40   (W)   HD_HELD1
 NO0177* NAVD 88 ORTHO HEIGHT -   930.063 (meters)     3051.38  (feet) ADJUSTED
 NO0177  ______________________________________________________________________
 NO0177  GEOID HEIGHT    -        -20.905 (meters)                     GEOID18
 NO0177  DYNAMIC HEIGHT  -        929.632 (meters)     3049.97  (feet) COMP
 NO0177  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 NO0177
 NO0177  VERT ORDER      -  FIRST     CLASS II
 NO0177
 NO0177.The horizontal coordinates were determined by differentially corrected
 NO0177.hand held GPS observations or other comparable positioning techniques
 NO0177.and have an estimated accuracy of +/- 3 meters.
 NO0177
 NO0177.The orthometric height was determined by differential leveling and
 NO0177.adjusted by the NATIONAL GEODETIC SURVEY
 NO0177.in June 1991.
 NO0177
 NO0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0177.GEOID18 height accuracy estimate available here.
 NO0177
 NO0177.Click photographs - Photos may exist for this station.
 NO0177
 NO0177.The dynamic height is computed by dividing the NAVD 88
 NO0177.geopotential number by the normal gravity value computed on the
 NO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0177.degrees latitude (g = 980.6199 gals.).
 NO0177
 NO0177.The modeled gravity was interpolated from observed gravity values.
 NO0177
 NO0177;                    North         East    Units  Estimated Accuracy
 NO0177;SPC NE       -   296,672.4     431,394.2     MT  (+/- 3 meters HH1 GPS) 
 NO0177
 NO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4924207182(NAD 83)
 NO0177
 NO0177                          SUPERSEDED SURVEY CONTROL
 NO0177
 NO0177  NGVD 29 (??/??/92)  929.751  (m)         3050.36   (f) ADJ UNCH    1 2
 NO0177
 NO0177.Superseded values are not recommended for survey control.
 NO0177
 NO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0177.See file dsdata.pdf to determine how the superseded data were derived.
 NO0177
 NO0177_MARKER: DB = BENCH MARK DISK
 NO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0177_STAMPING: 3050.358 C 21 1933
 NO0177_MARK LOGO: CGS
 NO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0177+STABILITY: SURFACE MOTION
 NO0177
 NO0177  HISTORY     - Date     Condition        Report By
 NO0177  HISTORY     - 1933     MONUMENTED       CGS
 NO0177  HISTORY     - 1934     GOOD             CGS
 NO0177  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0177
 NO0177                          STATION DESCRIPTION
 NO0177
 NO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0177'38.6 MI SW FROM VALENTINE.
 NO0177'2.5 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 NO0177'AT TINY TOWN, CHERRY COUNTY, 0.2 MILE NORTH OF THE JUNCTION OF
 NO0177'ROADS LEADING TO MULLEN AND BROWNLEE, 150 FEET EAST OF THE
 NO0177'NORTH SIDE OF LONE TREE LAKE, 100 FEET EAST OF A CATTLEGUARD,
 NO0177'AND AT A FENCE LINE.  A STANDARD DISK, STAMPED 3050.358 C 21
 NO0177'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTION 3 INCHES
 NO0177'ABOVE GROUND.
 NO0177
 NO0177                          STATION RECOVERY (1984)
 NO0177
 NO0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1391 ***********************************************************************
 MK1391  DESIGNATION -  C 211
 MK1391  PID         -  MK1391
 MK1391  STATE/COUNTY-  NE/MERRICK
 MK1391  COUNTRY     -  US
 MK1391  USGS QUAD   -  SILVER CREEK (2017)
 MK1391
 MK1391                         *CURRENT SURVEY CONTROL
 MK1391  ______________________________________________________________________
 MK1391* NAD 83(1986) POSITION- 41 18 56.     (N) 097 39 47.     (W)   SCALED
 MK1391* NAVD 88 ORTHO HEIGHT -   473.097 (meters)     1552.15  (feet) ADJUSTED
 MK1391  ______________________________________________________________________
 MK1391  GEOID HEIGHT    -        -25.331 (meters)                     GEOID18
 MK1391  DYNAMIC HEIGHT  -        472.878 (meters)     1551.43  (feet) COMP
 MK1391  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 MK1391
 MK1391  VERT ORDER      -  FIRST     CLASS II
 MK1391
 MK1391.The horizontal coordinates were scaled from a map and have
 MK1391.an estimated accuracy of +/- 6 seconds.
 MK1391
 MK1391.The orthometric height was determined by differential leveling and
 MK1391.adjusted by the NATIONAL GEODETIC SURVEY
 MK1391.in June 1991.
 MK1391
 MK1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1391.GEOID18 height accuracy estimate available here.
 MK1391
 MK1391.Click photographs - Photos may exist for this station.
 MK1391
 MK1391.The dynamic height is computed by dividing the NAVD 88
 MK1391.geopotential number by the normal gravity value computed on the
 MK1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1391.degrees latitude (g = 980.6199 gals.).
 MK1391
 MK1391.The modeled gravity was interpolated from observed gravity values.
 MK1391
 MK1391;                    North         East    Units  Estimated Accuracy
 MK1391;SPC NE       -   167,210.      695,590.      MT  (+/- 180 meters Scaled)
 MK1391
 MK1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL119746(NAD 83)
 MK1391
 MK1391                          SUPERSEDED SURVEY CONTROL
 MK1391
 MK1391  NGVD 29 (??/??/92)  472.898  (m)         1551.50   (f) ADJ UNCH    1 2
 MK1391
 MK1391.Superseded values are not recommended for survey control.
 MK1391
 MK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1391.See file dsdata.pdf to determine how the superseded data were derived.
 MK1391
 MK1391_MARKER: DB = BENCH MARK DISK
 MK1391_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK1391_SP_SET: BUILDING WALL
 MK1391_STAMPING: C 211 1940
 MK1391_MARK LOGO: CGS
 MK1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK1391+STABILITY: POSITION/ELEVATION WELL
 MK1391
 MK1391  HISTORY     - Date     Condition        Report By
 MK1391  HISTORY     - 1940     MONUMENTED       CGS
 MK1391  HISTORY     - 1950     GOOD             CGS
 MK1391
 MK1391                          STATION DESCRIPTION
 MK1391
 MK1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1391'AT SILVER CREEK.
 MK1391'AT SILVER CREEK BENCH MARK IS LOCATED IN THE NORTH WALL OF THE
 MK1391'CITY HALL, 33.5 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY NO. 30,
 MK1391'5.1 FEET WEST OF CENTERLINE OF ENTRANCE, B.M. IS SET FLUSH AND
 MK1391'VERTICALLY 4.0 FEET ABOVE THE LEVEL OF SIDEWALK.  NO 4 X 4 INCH
 MK1391'WOODEN POST WAS SET BECAUSE CITY HALL SERVES AS LANDMARK.
 MK1391
 MK1391                          STATION RECOVERY (1950)
 MK1391
 MK1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1362 ***********************************************************************
 MK1362  DESIGNATION -  C 212
 MK1362  PID         -  MK1362
 MK1362  STATE/COUNTY-  NE/MERRICK
 MK1362  COUNTRY     -  US
 MK1362  USGS QUAD   -  POLK NW (2017)
 MK1362
 MK1362                         *CURRENT SURVEY CONTROL
 MK1362  ______________________________________________________________________
 MK1362* NAD 83(1986) POSITION- 41 07 58.     (N) 097 58 30.     (W)   SCALED
 MK1362* NAVD 88 ORTHO HEIGHT -   514.297 (meters)     1687.32  (feet) ADJUSTED
 MK1362  ______________________________________________________________________
 MK1362  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 MK1362  DYNAMIC HEIGHT  -        514.044 (meters)     1686.49  (feet) COMP
 MK1362  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 MK1362
 MK1362  VERT ORDER      -  FIRST     CLASS II
 MK1362
 MK1362.The horizontal coordinates were scaled from a map and have
 MK1362.an estimated accuracy of +/- 6 seconds.
 MK1362
 MK1362.The orthometric height was determined by differential leveling and
 MK1362.adjusted by the NATIONAL GEODETIC SURVEY
 MK1362.in June 1991.
 MK1362
 MK1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1362.GEOID18 height accuracy estimate available here.
 MK1362
 MK1362.Click photographs - Photos may exist for this station.
 MK1362
 MK1362.The dynamic height is computed by dividing the NAVD 88
 MK1362.geopotential number by the normal gravity value computed on the
 MK1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1362.degrees latitude (g = 980.6199 gals.).
 MK1362
 MK1362.The modeled gravity was interpolated from observed gravity values.
 MK1362
 MK1362;                    North         East    Units  Estimated Accuracy
 MK1362;SPC NE       -   146,260.      669,960.      MT  (+/- 180 meters Scaled)
 MK1362
 MK1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL860540(NAD 83)
 MK1362
 MK1362                          SUPERSEDED SURVEY CONTROL
 MK1362
 MK1362  NGVD 29 (??/??/92)  514.080  (m)         1686.61   (f) ADJ UNCH    1 2
 MK1362
 MK1362.Superseded values are not recommended for survey control.
 MK1362
 MK1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1362.See file dsdata.pdf to determine how the superseded data were derived.
 MK1362
 MK1362_MARKER: DB = BENCH MARK DISK
 MK1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1362_STAMPING: C 212 1940
 MK1362_MARK LOGO: CGS
 MK1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1362+STABILITY: SURFACE MOTION
 MK1362
 MK1362  HISTORY     - Date     Condition        Report By
 MK1362  HISTORY     - 1940     MONUMENTED       CGS
 MK1362  HISTORY     - 1950     GOOD             CGS
 MK1362
 MK1362                          STATION DESCRIPTION
 MK1362
 MK1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1362'2 MI NE FROM CENTRAL CITY.
 MK1362'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1362'STATION AT CENTRAL CITY, MERRICK COUNTY, 575 FEET NORTHEAST OF
 MK1362'MILEPOST 123, 25 FEET SOUTHWEST OF THE SIXTH POLE NORTHEAST OF THE
 MK1362'MILEPOST, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 55
 MK1362'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 46 FEET
 MK1362'SOUTHWEST OF THE CENTER OF THE CROSSING, IN LINE WITH A ROW OF
 MK1362'POLES, AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 MK1362'STANDARD DISK, STAMPED C 212 1940 AND SET IN THE TOP OF A CONCRETE
 MK1362'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 MK1362
 MK1362                          STATION RECOVERY (1950)
 MK1362
 MK1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1138 ***********************************************************************
 MK1138  DESIGNATION -  C 213
 MK1138  PID         -  MK1138
 MK1138  STATE/COUNTY-  NE/MADISON
 MK1138  COUNTRY     -  US
 MK1138  USGS QUAD   -  MADISON (2017)
 MK1138
 MK1138                         *CURRENT SURVEY CONTROL
 MK1138  ______________________________________________________________________
 MK1138* NAD 83(1986) POSITION- 41 47 11.     (N) 097 28 51.     (W)   SCALED
 MK1138* NAVD 88 ORTHO HEIGHT -   491.085 (meters)     1611.17  (feet) ADJUSTED
 MK1138  ______________________________________________________________________
 MK1138  GEOID HEIGHT    -        -24.691 (meters)                     GEOID18
 MK1138  DYNAMIC HEIGHT  -        490.884 (meters)     1610.51  (feet) COMP
 MK1138  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MK1138
 MK1138  VERT ORDER      -  FIRST     CLASS II
 MK1138
 MK1138.The horizontal coordinates were scaled from a map and have
 MK1138.an estimated accuracy of +/- 6 seconds.
 MK1138
 MK1138.The orthometric height was determined by differential leveling and
 MK1138.adjusted by the NATIONAL GEODETIC SURVEY
 MK1138.in June 1991.
 MK1138
 MK1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1138.GEOID18 height accuracy estimate available here.
 MK1138
 MK1138.Click photographs - Photos may exist for this station.
 MK1138
 MK1138.The dynamic height is computed by dividing the NAVD 88
 MK1138.geopotential number by the normal gravity value computed on the
 MK1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1138.degrees latitude (g = 980.6199 gals.).
 MK1138
 MK1138.The modeled gravity was interpolated from observed gravity values.
 MK1138
 MK1138;                    North         East    Units  Estimated Accuracy
 MK1138;SPC NE       -   219,890.      709,310.      MT  (+/- 180 meters Scaled)
 MK1138
 MK1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM262271(NAD 83)
 MK1138
 MK1138                          SUPERSEDED SURVEY CONTROL
 MK1138
 MK1138  NGVD 29 (??/??/92)  490.902  (m)         1610.57   (f) ADJ UNCH    1 2
 MK1138
 MK1138.Superseded values are not recommended for survey control.
 MK1138
 MK1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1138.See file dsdata.pdf to determine how the superseded data were derived.
 MK1138
 MK1138_MARKER: DB = BENCH MARK DISK
 MK1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1138_STAMPING: C 213 1940
 MK1138_MARK LOGO: CGS
 MK1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1138+STABILITY: SURFACE MOTION
 MK1138
 MK1138  HISTORY     - Date     Condition        Report By
 MK1138  HISTORY     - 1940     MONUMENTED       CGS
 MK1138
 MK1138                          STATION DESCRIPTION
 MK1138
 MK1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1138'3 MI SW FROM MADISON.
 MK1138'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 0.1
 MK1138'MILE NORTH OF PRIVATE ROAD CROSSING, 48.5 FEET WEST OF CENTERLINE
 MK1138'OF TRACK, 3.3 FEET NORTH OF 4 X 4 INCH WHITE WOODEN POST
 MK1138'PROJECTING 2.0 FEET, 1.5 FEET EAST OF RIGHT-OF-WAY FENCE, MIDWAY
 MK1138'BETWEEN TWO CONCRETE FENCE POSTS 8.0 FEET APART.  MONUMENT
 MK1138'PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1232 ***********************************************************************
 NM1232  DESIGNATION -  C 214 RESET
 NM1232  PID         -  NM1232
 NM1232  STATE/COUNTY-  NE/PIERCE
 NM1232  COUNTRY     -  US
 NM1232  USGS QUAD   -  PIERCE (2017)
 NM1232
 NM1232                         *CURRENT SURVEY CONTROL
 NM1232  ______________________________________________________________________
 NM1232* NAD 83(1986) POSITION- 42 10 39.     (N) 097 30 13.     (W)   SCALED
 NM1232* NAVD 88 ORTHO HEIGHT -   479.55  (meters)     1573.3   (feet) RESET
 NM1232  ______________________________________________________________________
 NM1232  GEOID HEIGHT    -        -24.931 (meters)                     GEOID18
 NM1232  VERT ORDER      -  THIRD
 NM1232
 NM1232.The horizontal coordinates were scaled from a map and have
 NM1232.an estimated accuracy of +/- 6 seconds.
 NM1232
 NM1232.The orthometric height was computed from unverified reset data.
 NM1232
 NM1232.No vertical observational check was made to the station.
 NM1232
 NM1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1232.GEOID18 height accuracy estimate available here.
 NM1232
 NM1232.Click photographs - Photos may exist for this station.
 NM1232
 NM1232;                    North         East    Units  Estimated Accuracy
 NM1232;SPC NE       -   263,250.      706,170.      MT  (+/- 180 meters Scaled)
 NM1232
 NM1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM235705(NAD 83)
 NM1232
 NM1232                          SUPERSEDED SURVEY CONTROL
 NM1232
 NM1232  NGVD 29 (01/31/13)  479.38   (m)         1572.8    (f) RESET       3  
 NM1232
 NM1232.Superseded values are not recommended for survey control.
 NM1232
 NM1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1232.See file dsdata.pdf to determine how the superseded data were derived.
 NM1232
 NM1232_MARKER: DV = VERTICAL CONTROL DISK
 NM1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1232_STAMPING: C 214 RESET 1974
 NM1232_MARK LOGO: NGS
 NM1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1232+STABILITY: SURFACE MOTION
 NM1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1232+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 NM1232
 NM1232  HISTORY     - Date     Condition        Report By
 NM1232  HISTORY     - 1974     MONUMENTED       NEDR
 NM1232  HISTORY     - 20130801 GOOD             NEDR
 NM1232
 NM1232                          STATION DESCRIPTION
 NM1232
 NM1232'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 NM1232'1.8 MI SE FROM PIERCE.
 NM1232'1.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY FROM
 NM1232'THE STATION IN PIERCE, PIERCE COUNTY, 181 FEET WEST OF THE
 NM1232'CENTERLINE OF THE TRACK, 70 FEET WEST OF THE CENTERLINE OF NEBRASKA
 NM1232'HIGHWAY 13 (STA. 630+82), 4.7 FEET NORTHEAST OF A POWER POLE, 8.7
 NM1232'FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST AND 2.5 FEET
 NM1232'SOUTH OF A WHITE WOODEN WITNESS POST.  SET IN TOP OF A CONCRETE
 NM1232'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1232
 NM1232                          STATION RECOVERY (2013)
 NM1232
 NM1232'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (EF)
 NM1232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0105 ***********************************************************************
 NP0105  DESIGNATION -  C 215
 NP0105  PID         -  NP0105
 NP0105  STATE/COUNTY-  NE/SHERIDAN
 NP0105  COUNTRY     -  US
 NP0105  USGS QUAD   -  ELLSWORTH (2017)
 NP0105
 NP0105                         *CURRENT SURVEY CONTROL
 NP0105  ______________________________________________________________________
 NP0105* NAD 83(1986) POSITION- 42 03 36.36   (N) 102 17 49.34   (W)   HD_HELD1
 NP0105* NAVD 88 ORTHO HEIGHT -  1193.099 (meters)     3914.36  (feet) ADJUSTED
 NP0105  ______________________________________________________________________
 NP0105  GEOID HEIGHT    -        -18.986 (meters)                     GEOID18
 NP0105  DYNAMIC HEIGHT  -       1192.402 (meters)     3912.07  (feet) COMP
 NP0105  MODELED GRAVITY -    979,996.8   (mgal)                       NAVD 88
 NP0105
 NP0105  VERT ORDER      -  SECOND    CLASS 0
 NP0105
 NP0105.The horizontal coordinates were determined by differentially corrected
 NP0105.hand held GPS observations or other comparable positioning techniques
 NP0105.and have an estimated accuracy of +/- 3 meters.
 NP0105
 NP0105.The orthometric height was determined by differential leveling and
 NP0105.adjusted by the NATIONAL GEODETIC SURVEY
 NP0105.in June 1991.
 NP0105
 NP0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0105.GEOID18 height accuracy estimate available here.
 NP0105
 NP0105.Click photographs - Photos may exist for this station.
 NP0105
 NP0105.The dynamic height is computed by dividing the NAVD 88
 NP0105.geopotential number by the normal gravity value computed on the
 NP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0105.degrees latitude (g = 980.6199 gals.).
 NP0105
 NP0105.The modeled gravity was interpolated from observed gravity values.
 NP0105
 NP0105;                    North         East    Units  Estimated Accuracy
 NP0105;SPC NE       -   249,756.4     309,946.1     MT  (+/- 3 meters HH1 GPS) 
 NP0105
 NP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2365059984(NAD 83)
 NP0105
 NP0105                          SUPERSEDED SURVEY CONTROL
 NP0105
 NP0105  NGVD 29 (??/??/92) 1192.532  (m)         3912.50   (f) ADJ UNCH    2 0
 NP0105
 NP0105.Superseded values are not recommended for survey control.
 NP0105
 NP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0105.See file dsdata.pdf to determine how the superseded data were derived.
 NP0105
 NP0105_MARKER: DB = BENCH MARK DISK
 NP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0105_STAMPING: C 215 1940
 NP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0105+STABILITY: SURFACE MOTION
 NP0105
 NP0105  HISTORY     - Date     Condition        Report By
 NP0105  HISTORY     - 1940     MONUMENTED       CGS
 NP0105  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0105
 NP0105                          STATION DESCRIPTION
 NP0105
 NP0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0105'0.8 MI W FROM ELLSWORTH.
 NP0105'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0105'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 310 FEET EAST OF
 NP0105'SWITCHSTAND, AT THE WEST END OF A SIDE-TRACK, 75 FEET NORTH OF
 NP0105'THE CENTERLINE OF STATE HIGHWAY 2, 58 FEET SOUTH OF THE CENTERLINE
 NP0105'OF THE MAIN TRACK, AND 2.4 FEET EAST OF A 4- BY 4-INCH WHITE
 NP0105'POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 NP0105'C 215 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0105'ABOUT 0.5 FOOT ABOVE GROUND.
 NP0105
 NP0105                          STATION RECOVERY (2007)
 NP0105
 NP0105'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0222 ***********************************************************************
 LG0222  DESIGNATION -  C 216
 LG0222  PID         -  LG0222
 LG0222  STATE/COUNTY-  NE/PAWNEE
 LG0222  COUNTRY     -  US
 LG0222  USGS QUAD   -  TABLE ROCK (2017)
 LG0222
 LG0222                         *CURRENT SURVEY CONTROL
 LG0222  ______________________________________________________________________
 LG0222* NAD 83(1986) POSITION- 40 08 47.     (N) 096 01 10.     (W)   SCALED
 LG0222* NAVD 88 ORTHO HEIGHT -   307.304 (meters)     1008.21  (feet) ADJUSTED
 LG0222  ______________________________________________________________________
 LG0222  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 LG0222  DYNAMIC HEIGHT  -        307.134 (meters)     1007.66  (feet) COMP
 LG0222  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LG0222
 LG0222  VERT ORDER      -  SECOND    CLASS 0
 LG0222
 LG0222.The horizontal coordinates were scaled from a map and have
 LG0222.an estimated accuracy of +/- 6 seconds.
 LG0222
 LG0222.The orthometric height was determined by differential leveling and
 LG0222.adjusted by the NATIONAL GEODETIC SURVEY
 LG0222.in June 1991.
 LG0222
 LG0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0222.GEOID18 height accuracy estimate available here.
 LG0222
 LG0222.Click photographs - Photos may exist for this station.
 LG0222
 LG0222.The dynamic height is computed by dividing the NAVD 88
 LG0222.geopotential number by the normal gravity value computed on the
 LG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0222.degrees latitude (g = 980.6199 gals.).
 LG0222
 LG0222.The modeled gravity was interpolated from observed gravity values.
 LG0222
 LG0222;                    North         East    Units  Estimated Accuracy
 LG0222;SPC NE       -    42,570.      839,050.      MT  (+/- 180 meters Scaled)
 LG0222
 LG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK538482(NAD 83)
 LG0222
 LG0222                          SUPERSEDED SURVEY CONTROL
 LG0222
 LG0222  NGVD 29 (??/??/92)  307.218  (m)         1007.93   (f) ADJ UNCH    2 0
 LG0222
 LG0222.Superseded values are not recommended for survey control.
 LG0222
 LG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0222.See file dsdata.pdf to determine how the superseded data were derived.
 LG0222
 LG0222_MARKER: DB = BENCH MARK DISK
 LG0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0222_SP_SET: ABUTMENT
 LG0222_STAMPING: C 216 1945
 LG0222_MARK LOGO: CGS
 LG0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0222
 LG0222  HISTORY     - Date     Condition        Report By
 LG0222  HISTORY     - 1945     MONUMENTED       CGS
 LG0222
 LG0222                          STATION DESCRIPTION
 LG0222
 LG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0222'3.8 MI SE FROM TABLE ROCK.
 LG0222'3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 LG0222'RAILROAD FROM THE STATION AT TABLE ROCK, NEBRASKA.  FOUR TELEPHONE
 LG0222'POLES EAST OF A CROSS ROAD, AN IRON DISK SET IN THE SOUTH END OF
 LG0222'THE EAST ABUTMENT OF BRIDGE NO. 44.30, 7.0 FEET SOUTH OF AND
 LG0222'ABOUT LEVEL WITH THE CENTER LINE OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0223 ***********************************************************************
 LG0223  DESIGNATION -  C 216 RESET
 LG0223  PID         -  LG0223
 LG0223  STATE/COUNTY-  NE/PAWNEE
 LG0223  COUNTRY     -  US
 LG0223  USGS QUAD   -  TABLE ROCK (2017)
 LG0223
 LG0223                         *CURRENT SURVEY CONTROL
 LG0223  ______________________________________________________________________
 LG0223* NAD 83(1986) POSITION- 40 08 47.     (N) 096 01 10.     (W)   SCALED
 LG0223* NAVD 88 ORTHO HEIGHT -   307.75  (meters)     1009.7   (feet) RESET
 LG0223  ______________________________________________________________________
 LG0223  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 LG0223  VERT ORDER      -  THIRD
 LG0223
 LG0223.The horizontal coordinates were scaled from a map and have
 LG0223.an estimated accuracy of +/- 6 seconds.
 LG0223
 LG0223.The orthometric height was computed from unverified reset data.
 LG0223
 LG0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0223.GEOID18 height accuracy estimate available here.
 LG0223
 LG0223.Click photographs - Photos may exist for this station.
 LG0223
 LG0223;                    North         East    Units  Estimated Accuracy
 LG0223;SPC NE       -    42,570.      839,050.      MT  (+/- 180 meters Scaled)
 LG0223
 LG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK538482(NAD 83)
 LG0223
 LG0223                          SUPERSEDED SURVEY CONTROL
 LG0223
 LG0223  NGVD 29 (??/??/??)  307.67   (m)         1009.4    (f) RESET       3  
 LG0223
 LG0223.Superseded values are not recommended for survey control.
 LG0223
 LG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0223.See file dsdata.pdf to determine how the superseded data were derived.
 LG0223
 LG0223_MARKER: DB = BENCH MARK DISK
 LG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0223_STAMPING: C 216 RESET 1953
 LG0223_MARK LOGO: CGS
 LG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0223+STABILITY: SURFACE MOTION
 LG0223
 LG0223  HISTORY     - Date     Condition        Report By
 LG0223  HISTORY     - 1953     MONUMENTED       CBQRR
 LG0223  HISTORY     - 1954     GOOD             CGS
 LG0223  HISTORY     - 1981     GOOD             LOCSUR
 LG0223
 LG0223                          STATION DESCRIPTION
 LG0223
 LG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LG0223'3.9 MI E FROM TABLE ROCK.
 LG0223'917 FEET EAST OF A PUBLIC ROAD CROSSING, 37 FEET WEST OF A PRIVATE
 LG0223'ROAD CROSSING, AND 43.6 FEET NORTH OF THE CENTER LINE OF THE
 LG0223'TRACK.  SET IN THE TOP OF A CONCRETE POST.
 LG0223
 LG0223                          STATION RECOVERY (1981)
 LG0223
 LG0223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0171 ***********************************************************************
 NN0171  DESIGNATION -  C 217
 NN0171  PID         -  NN0171
 NN0171  STATE/COUNTY-  NE/HOLT
 NN0171  COUNTRY     -  US
 NN0171  USGS QUAD   -  PAGE (2017)
 NN0171
 NN0171                         *CURRENT SURVEY CONTROL
 NN0171  ______________________________________________________________________
 NN0171* NAD 83(1986) POSITION- 42 24 48.55   (N) 098 25 01.69   (W)   HD_HELD1
 NN0171* NAVD 88 ORTHO HEIGHT -   602.658 (meters)     1977.22  (feet) ADJUSTED
 NN0171  ______________________________________________________________________
 NN0171  GEOID HEIGHT    -        -24.740 (meters)                     GEOID18
 NN0171  DYNAMIC HEIGHT  -        602.421 (meters)     1976.44  (feet) COMP
 NN0171  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 NN0171
 NN0171  VERT ORDER      -  FIRST     CLASS II
 NN0171
 NN0171.The horizontal coordinates were determined by differentially corrected
 NN0171.hand held GPS observations or other comparable positioning techniques
 NN0171.and have an estimated accuracy of +/- 3 meters.
 NN0171
 NN0171.The orthometric height was determined by differential leveling and
 NN0171.adjusted by the NATIONAL GEODETIC SURVEY
 NN0171.in June 1991.
 NN0171
 NN0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0171.GEOID18 height accuracy estimate available here.
 NN0171
 NN0171.Click photographs - Photos may exist for this station.
 NN0171
 NN0171.The dynamic height is computed by dividing the NAVD 88
 NN0171.geopotential number by the normal gravity value computed on the
 NN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0171.degrees latitude (g = 980.6199 gals.).
 NN0171
 NN0171.The modeled gravity was interpolated from observed gravity values.
 NN0171
 NN0171;                    North         East    Units  Estimated Accuracy
 NN0171;SPC NE       -   287,667.1     630,253.7     MT  (+/- 3 meters HH1 GPS) 
 NN0171
 NN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4795795851(NAD 83)
 NN0171
 NN0171                          SUPERSEDED SURVEY CONTROL
 NN0171
 NN0171  NGVD 29 (??/??/92)  602.453  (m)         1976.55   (f) ADJ UNCH    1 2
 NN0171
 NN0171.Superseded values are not recommended for survey control.
 NN0171
 NN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0171.See file dsdata.pdf to determine how the superseded data were derived.
 NN0171
 NN0171_MARKER: DB = BENCH MARK DISK
 NN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0171_STAMPING: C 217 1946
 NN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0171+STABILITY: SURFACE MOTION
 NN0171
 NN0171  HISTORY     - Date     Condition        Report By
 NN0171  HISTORY     - 1946     MONUMENTED       CGS
 NN0171
 NN0171                          STATION DESCRIPTION
 NN0171
 NN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0171'0.9 MI N FROM PAGE.
 NN0171'0.9 MILE NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0171'PAGE, HOLT COUNTY, 36 FEET NORTHWEST OF A 14-INCH WILLOW TREE,
 NN0171'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH
 NN0171'OF THE LINE OF A FENCE LEADING EAST FROM THE HIGHWAY, 1 FOOT
 NN0171'WEST OF ANOTHER FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 NN0171'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0171'C 217 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0171'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0324 ***********************************************************************
 NN0324  DESIGNATION -  C 218
 NN0324  PID         -  NN0324
 NN0324  STATE/COUNTY-  NE/HOLT
 NN0324  COUNTRY     -  US
 NN0324  USGS QUAD   -  ATKINSON (2017)
 NN0324
 NN0324                         *CURRENT SURVEY CONTROL
 NN0324  ______________________________________________________________________
 NN0324* NAD 83(1986) POSITION- 42 30 05.     (N) 098 55 29.     (W)   SCALED
 NN0324* NAVD 88 ORTHO HEIGHT -   632.250 (meters)     2074.31  (feet) ADJUSTED
 NN0324  ______________________________________________________________________
 NN0324  GEOID HEIGHT    -        -24.145 (meters)                     GEOID18
 NN0324  DYNAMIC HEIGHT  -        631.998 (meters)     2073.48  (feet) COMP
 NN0324  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 NN0324
 NN0324  VERT ORDER      -  FIRST     CLASS II
 NN0324
 NN0324.The horizontal coordinates were scaled from a map and have
 NN0324.an estimated accuracy of +/- 6 seconds.
 NN0324
 NN0324.The orthometric height was determined by differential leveling and
 NN0324.adjusted by the NATIONAL GEODETIC SURVEY
 NN0324.in June 1991.
 NN0324
 NN0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0324.GEOID18 height accuracy estimate available here.
 NN0324
 NN0324.Click photographs - Photos may exist for this station.
 NN0324
 NN0324.The dynamic height is computed by dividing the NAVD 88
 NN0324.geopotential number by the normal gravity value computed on the
 NN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0324.degrees latitude (g = 980.6199 gals.).
 NN0324
 NN0324.The modeled gravity was interpolated from observed gravity values.
 NN0324
 NN0324;                    North         East    Units  Estimated Accuracy
 NN0324;SPC NE       -   296,790.      588,370.      MT  (+/- 180 meters Scaled)
 NN0324
 NN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN061054(NAD 83)
 NN0324
 NN0324                          SUPERSEDED SURVEY CONTROL
 NN0324
 NN0324  NGVD 29 (??/??/92)  632.024  (m)         2073.57   (f) ADJ UNCH    1 2
 NN0324
 NN0324.Superseded values are not recommended for survey control.
 NN0324
 NN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0324.See file dsdata.pdf to determine how the superseded data were derived.
 NN0324
 NN0324_MARKER: DB = BENCH MARK DISK
 NN0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0324_STAMPING: C 218 1946
 NN0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0324+STABILITY: SURFACE MOTION
 NN0324
 NN0324  HISTORY     - Date     Condition        Report By
 NN0324  HISTORY     - 1946     MONUMENTED       CGS
 NN0324  HISTORY     - 1982     GOOD             LOCSUR
 NN0324
 NN0324                          STATION DESCRIPTION
 NN0324
 NN0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0324'3.2 MI SE FROM ATKINSON.
 NN0324'3.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0324'FROM THE STATION AT ATKINSON, HOLT COUNTY, 9 POLES NORTHWEST OF
 NN0324'MILEPOST 170, AT A PRIVATE-ROAD CROSSING, 49 FEET SOUTHWEST OF
 NN0324'THE CENTERLINE OF THE TRACK, 21 FEET NORTHWEST OF THE CENTERLINE OF
 NN0324'THE FARM DRIVE, 8 FEET NORTHWEST OF THE NORTHWEST END OF A STEEL
 NN0324'GATE, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHEAST
 NN0324'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.
 NN0324'A STANDARD DISK, STAMPED C 218 1946 AND SET IN THE TOP OF A
 NN0324'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0324
 NN0324                          STATION RECOVERY (1982)
 NN0324
 NN0324'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0406 ***********************************************************************
 NN0406  DESIGNATION -  C 219
 NN0406  PID         -  NN0406
 NN0406  STATE/COUNTY-  NE/HOLT
 NN0406  COUNTRY     -  US
 NN0406  USGS QUAD   -  DUSTIN (2017)
 NN0406
 NN0406                         *CURRENT SURVEY CONTROL
 NN0406  ______________________________________________________________________
 NN0406* NAD 83(1986) POSITION- 42 50 16.76   (N) 099 06 26.72   (W)   HD_HELD1
 NN0406* NAVD 88 ORTHO HEIGHT -   563.106 (meters)     1847.46  (feet) ADJUSTED
 NN0406  ______________________________________________________________________
 NN0406  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 NN0406  DYNAMIC HEIGHT  -        562.900 (meters)     1846.78  (feet) COMP
 NN0406  MODELED GRAVITY -    980,237.6   (mgal)                       NAVD 88
 NN0406
 NN0406  VERT ORDER      -  SECOND    CLASS 0
 NN0406
 NN0406.The horizontal coordinates were determined by differentially corrected
 NN0406.hand held GPS observations or other comparable positioning techniques
 NN0406.and have an estimated accuracy of +/- 3 meters.
 NN0406
 NN0406.The orthometric height was determined by differential leveling and
 NN0406.adjusted by the NATIONAL GEODETIC SURVEY
 NN0406.in June 1991.
 NN0406
 NN0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0406.GEOID18 height accuracy estimate available here.
 NN0406
 NN0406.Click photographs - Photos may exist for this station.
 NN0406
 NN0406.The dynamic height is computed by dividing the NAVD 88
 NN0406.geopotential number by the normal gravity value computed on the
 NN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0406.degrees latitude (g = 980.6199 gals.).
 NN0406
 NN0406.The modeled gravity was interpolated from observed gravity values.
 NN0406
 NN0406;                    North         East    Units  Estimated Accuracy
 NN0406;SPC NE       -   334,000.5     572,966.2     MT  (+/- 3 meters HH1 GPS) 
 NN0406
 NN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9122142829(NAD 83)
 NN0406
 NN0406                          SUPERSEDED SURVEY CONTROL
 NN0406
 NN0406  NGVD 29 (??/??/92)  562.861  (m)         1846.65   (f) ADJ UNCH    2 0
 NN0406
 NN0406.Superseded values are not recommended for survey control.
 NN0406
 NN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0406.See file dsdata.pdf to determine how the superseded data were derived.
 NN0406
 NN0406_MARKER: DB = BENCH MARK DISK
 NN0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0406_STAMPING: C 219 1946
 NN0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0406+STABILITY: SURFACE MOTION
 NN0406
 NN0406  HISTORY     - Date     Condition        Report By
 NN0406  HISTORY     - 1946     MONUMENTED       CGS
 NN0406
 NN0406                          STATION DESCRIPTION
 NN0406
 NN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0406'20.1 MI N FROM STUART.
 NN0406'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0406'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0406'NO. 20, THENCE NORTH 17.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0406'MARK, BENCH MARK IS AT THE NORTH EDGE OF A HILL OVER LOOKING THE
 NN0406'NIOBRARA RIVER, 32.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN
 NN0406'THE CENTER LINE OF THE ROAD, ABOUT 51 YARDS NORTH OF A FENCE
 NN0406'CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN
 NN0406'X 4 IN MARKER POST.  A BRONZE DISK STAMPED C 219 1946 SET IN THE
 NN0406'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 NN0406'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0191 ***********************************************************************
 MM0191  DESIGNATION -  C 22
 MM0191  PID         -  MM0191
 MM0191  STATE/COUNTY-  NE/HOOKER
 MM0191  COUNTRY     -  US
 MM0191  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0191
 MM0191                         *CURRENT SURVEY CONTROL
 MM0191  ______________________________________________________________________
 MM0191* NAD 83(1986) POSITION- 41 55 37.     (N) 101 03 03.     (W)   SCALED
 MM0191* NAVD 88 ORTHO HEIGHT -  1005.308 (meters)     3298.25  (feet) ADJUSTED
 MM0191  ______________________________________________________________________
 MM0191  GEOID HEIGHT    -        -20.627 (meters)                     GEOID18
 MM0191  DYNAMIC HEIGHT  -       1004.776 (meters)     3296.50  (feet) COMP
 MM0191  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 MM0191
 MM0191  VERT ORDER      -  FIRST     CLASS II
 MM0191
 MM0191.The horizontal coordinates were scaled from a map and have
 MM0191.an estimated accuracy of +/- 6 seconds.
 MM0191
 MM0191.The orthometric height was determined by differential leveling and
 MM0191.adjusted by the NATIONAL GEODETIC SURVEY
 MM0191.in June 1994.
 MM0191
 MM0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0191.GEOID18 height accuracy estimate available here.
 MM0191
 MM0191.Click photographs - Photos may exist for this station.
 MM0191
 MM0191.The dynamic height is computed by dividing the NAVD 88
 MM0191.geopotential number by the normal gravity value computed on the
 MM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0191.degrees latitude (g = 980.6199 gals.).
 MM0191
 MM0191.The modeled gravity was interpolated from observed gravity values.
 MM0191
 MM0191;                    North         East    Units  Estimated Accuracy
 MM0191;SPC NE       -   232,980.      412,870.      MT  (+/- 180 meters Scaled)
 MM0191
 MM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM299436(NAD 83)
 MM0191
 MM0191                          SUPERSEDED SURVEY CONTROL
 MM0191
 MM0191  NAVD 88 (06/15/91) 1005.320  (m)         3298.29   (f) SUPERSEDED  1 2
 MM0191  NGVD 29 (02/14/92) 1004.995  (m)         3297.22   (f) ADJUSTED    1 2
 MM0191  NGVD 29 (??/??/87) 1004.984  (m)         3297.19   (f) SUPERSEDED  1 2
 MM0191
 MM0191.Superseded values are not recommended for survey control.
 MM0191
 MM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0191.See file dsdata.pdf to determine how the superseded data were derived.
 MM0191
 MM0191_MARKER: DB = BENCH MARK DISK
 MM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0191_STAMPING: 3297.185 C 22 1933
 MM0191_MARK LOGO: CGS
 MM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0191+STABILITY: SURFACE MOTION
 MM0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0191+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 MM0191
 MM0191  HISTORY     - Date     Condition        Report By
 MM0191  HISTORY     - 1933     MONUMENTED       CGS
 MM0191  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0191  HISTORY     - 19910927 GOOD             NGS
 MM0191  HISTORY     - 20150325 GOOD             INDIV
 MM0191
 MM0191                          STATION DESCRIPTION
 MM0191
 MM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0191'8.5 MI S FROM MULLEN.
 MM0191'8.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0191'MULLEN, HOOKER COUNTY, AT A SCHOOLHOUSE, 24 FEET SOUTH AND
 MM0191'21 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 46 FEET
 MM0191'WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 20 FEET WEST OF THE
 MM0191'SOUTHEAST CORNER OF THE SCHOOLYARD, AND 1-1/2 FEET NORTH OF THE
 MM0191'SOUTH FENCE.  A STANDARD DISK, STAMPED 3297.185 C 22 1933 AND
 MM0191'SET IN THE TOP OF A CONCRETE POST.
 MM0191
 MM0191                          STATION RECOVERY (1984)
 MM0191
 MM0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0191'MARK NOT FOUND.
 MM0191
 MM0191                          STATION RECOVERY (1991)
 MM0191
 MM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0191'13.1 KM (8.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0191'OF STATE HIGHWAY 2 IN MULLEN, 35.7 M (117.1 FT) WEST OF THE
 MM0191'CENTERLINE OF THE HIGHWAY, 25.1 M (82.3 FT) WEST OF A FENCE, 0.5 M
 MM0191'(1.6 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 MM0191'GROUND SURFACE.  NOTE--THE NORTH EDGE OF THE MONUMENT HAS BEEN
 MM0191'CHIPPED, THE DISK HAS BEEN SCRAPED, AND ALL THAT REMAINS OF THE
 MM0191'ORIGINAL STAMPING C 1933 3297.185.  THE MONUMENT IS ON PROPERTY OWNED
 MM0191'BY THE DISMAL RIVER RANCH, CONTACT--MARY HELEN MARLAND, HC 4, BOX 19,
 MM0191'MULLEN, NEBRASKA 69152, TELEPHONE NUMBER (308) 546-2546.
 MM0191
 MM0191                          STATION RECOVERY (2015)
 MM0191
 MM0191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 MM0191'FOUND IN GOOD CONDITION, 89.10 FT. WNW OF SOUTH WARNING POST, 81.45
 MM0191'FT. WEST OF WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0366 ***********************************************************************
 NN0366  DESIGNATION -  C 220
 NN0366  PID         -  NN0366
 NN0366  STATE/COUNTY-  NE/ROCK
 NN0366  COUNTRY     -  US
 NN0366  USGS QUAD   -  NEWPORT (2017)
 NN0366
 NN0366                         *CURRENT SURVEY CONTROL
 NN0366  ______________________________________________________________________
 NN0366* NAD 83(1986) POSITION- 42 35 37.35   (N) 099 21 11.15   (W)   HD_HELD1
 NN0366* NAVD 88 ORTHO HEIGHT -   684.357 (meters)     2245.26  (feet) ADJUSTED
 NN0366  ______________________________________________________________________
 NN0366  GEOID HEIGHT    -        -23.604 (meters)                     GEOID18
 NN0366  DYNAMIC HEIGHT  -        684.083 (meters)     2244.36  (feet) COMP
 NN0366  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 NN0366
 NN0366  VERT ORDER      -  FIRST     CLASS II
 NN0366
 NN0366.The horizontal coordinates were determined by differentially corrected
 NN0366.hand held GPS observations or other comparable positioning techniques
 NN0366.and have an estimated accuracy of +/- 3 meters.
 NN0366
 NN0366.The orthometric height was determined by differential leveling and
 NN0366.adjusted by the NATIONAL GEODETIC SURVEY
 NN0366.in June 1991.
 NN0366
 NN0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0366.GEOID18 height accuracy estimate available here.
 NN0366
 NN0366.Click photographs - Photos may exist for this station.
 NN0366
 NN0366.The dynamic height is computed by dividing the NAVD 88
 NN0366.geopotential number by the normal gravity value computed on the
 NN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0366.degrees latitude (g = 980.6199 gals.).
 NN0366
 NN0366.The modeled gravity was interpolated from observed gravity values.
 NN0366
 NN0366;                    North         East    Units  Estimated Accuracy
 NN0366;SPC NE       -   306,689.2     553,086.3     MT  (+/- 3 meters HH1 GPS) 
 NN0366
 NN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7103015758(NAD 83)
 NN0366
 NN0366                          SUPERSEDED SURVEY CONTROL
 NN0366
 NN0366  NGVD 29 (??/??/92)  684.117  (m)         2244.47   (f) ADJ UNCH    1 2
 NN0366
 NN0366.Superseded values are not recommended for survey control.
 NN0366
 NN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0366.See file dsdata.pdf to determine how the superseded data were derived.
 NN0366
 NN0366_MARKER: DB = BENCH MARK DISK
 NN0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0366_STAMPING: C 220 1946
 NN0366_MARK LOGO: CGS
 NN0366_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0366+STABILITY: SURFACE MOTION
 NN0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0366+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0366
 NN0366  HISTORY     - Date     Condition        Report By
 NN0366  HISTORY     - 1946     MONUMENTED       CGS
 NN0366  HISTORY     - 1982     GOOD             LOCSUR
 NN0366  HISTORY     - 20160215 GOOD             NEGS
 NN0366  HISTORY     - 20210707 GOOD             NEGS
 NN0366
 NN0366                          STATION DESCRIPTION
 NN0366
 NN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0366'0.5 MI S FROM NEWPORT.
 NN0366'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0366'NEWPORT ROCK COUNTY, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY
 NN0366'20, 71.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 70.5 FEET
 NN0366'SOUTH OF THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0366'TRACK, 27.5 FEET SOUTH-SOUTHEAST OF A POLE, IN LINE WITH A
 NN0366'FENCE LEADING SOUTH FROM THE HIGHWAY, 1 FOOT NORTH OF A FENCE,
 NN0366'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0366'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 220 1946 AND SET
 NN0366'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0366
 NN0366                          STATION RECOVERY (1982)
 NN0366
 NN0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0366'RECOVERED IN GOOD CONDITION.
 NN0366
 NN0366                          STATION RECOVERY (2016)
 NN0366
 NN0366'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NN0366'FOUND IN GOOD CONDITION
 NN0366
 NN0366                          STATION RECOVERY (2021)
 NN0366
 NN0366'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0366'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0366'AT NEWPORT, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 1.50 MI
 NN0366'(2.41 KM) TO MILE POST 268.87 AND THE MARK ON THE RIGHT (NNW).
 NN0366'
 NN0366'THE MARK IS IN LINE WITH A NORTH TO SOUTH FENCE LINE ON THE SOUTH SIDE
 NN0366'OF U.S. HIGHWAY 20 WHEN EXTENDED NORTH.  THE MARK IS 158 FT (48.2 M)
 NN0366'EAST OF THE CAP OF A FIBER OPTIC WARNING SIGN, 1.0 FT (0.3 M) SOUTH OF
 NN0366'A WITNESS POST AND 73.0 FT (22.3 M) NORTH-NORTHWEST OF THE CENTERLINE
 NN0366'OF U.S. HIGHWAY 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1240 ***********************************************************************
 NM1240  DESIGNATION -  C 221
 NM1240  PID         -  NM1240
 NM1240  STATE/COUNTY-  NE/PIERCE
 NM1240  COUNTRY     -  US
 NM1240  USGS QUAD   -  PIERCE (2017)
 NM1240
 NM1240                         *CURRENT SURVEY CONTROL
 NM1240  ______________________________________________________________________
 NM1240* NAD 83(1986) POSITION- 42 13 31.     (N) 097 34 11.     (W)   SCALED
 NM1240* NAVD 88 ORTHO HEIGHT -   492.308 (meters)     1615.18  (feet) ADJUSTED
 NM1240  ______________________________________________________________________
 NM1240  GEOID HEIGHT    -        -24.959 (meters)                     GEOID18
 NM1240  DYNAMIC HEIGHT  -        492.121 (meters)     1614.57  (feet) COMP
 NM1240  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 NM1240
 NM1240  VERT ORDER      -  FIRST     CLASS II
 NM1240
 NM1240.The horizontal coordinates were scaled from a map and have
 NM1240.an estimated accuracy of +/- 6 seconds.
 NM1240
 NM1240.The orthometric height was determined by differential leveling and
 NM1240.adjusted by the NATIONAL GEODETIC SURVEY
 NM1240.in June 1991.
 NM1240
 NM1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1240.GEOID18 height accuracy estimate available here.
 NM1240
 NM1240.Click photographs - Photos may exist for this station.
 NM1240
 NM1240.The dynamic height is computed by dividing the NAVD 88
 NM1240.geopotential number by the normal gravity value computed on the
 NM1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1240.degrees latitude (g = 980.6199 gals.).
 NM1240
 NM1240.The modeled gravity was interpolated from observed gravity values.
 NM1240
 NM1240;                    North         East    Units  Estimated Accuracy
 NM1240;SPC NE       -   268,390.      700,560.      MT  (+/- 180 meters Scaled)
 NM1240
 NM1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM180757(NAD 83)
 NM1240
 NM1240                          SUPERSEDED SURVEY CONTROL
 NM1240
 NM1240  NGVD 29 (??/??/92)  492.133  (m)         1614.61   (f) ADJ UNCH    1 2
 NM1240
 NM1240.Superseded values are not recommended for survey control.
 NM1240
 NM1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1240.See file dsdata.pdf to determine how the superseded data were derived.
 NM1240
 NM1240_MARKER: DB = BENCH MARK DISK
 NM1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1240_SP_SET: BRIDGE
 NM1240_STAMPING: C 221 1946
 NM1240_MARK LOGO: CGS
 NM1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1240
 NM1240  HISTORY     - Date     Condition        Report By
 NM1240  HISTORY     - 1946     MONUMENTED       CGS
 NM1240  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1240
 NM1240                          STATION DESCRIPTION
 NM1240
 NM1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1240'2.9 MI NW FROM PIERCE.
 NM1240'ABOUT 2.9 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO.
 NM1240'13 FROM THE PIERCE COUNTY COURTHOUSE AT PIERCE, 95 FEET SOUTHWEST
 NM1240'OF THE NORTHWEST END OF THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1240'TRESTLE NO. 33, 12 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER
 NM1240'LINE OF THE HIGHWAY, A BRONZE DISC STAMPED C 221 1946 AND SET
 NM1240'IN THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF A 30 FOOT
 NM1240'CONCRETE HIGHWAY BRIDGE.
 NM1240
 NM1240                          STATION RECOVERY (1999)
 NM1240
 NM1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1240'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1241 ***********************************************************************
 NM1241  DESIGNATION -  C 221 RESET
 NM1241  PID         -  NM1241
 NM1241  STATE/COUNTY-  NE/PIERCE
 NM1241  COUNTRY     -  US
 NM1241  USGS QUAD   -  PIERCE (2017)
 NM1241
 NM1241                         *CURRENT SURVEY CONTROL
 NM1241  ______________________________________________________________________
 NM1241* NAD 83(1986) POSITION- 42 13 31.     (N) 097 34 11.     (W)   SCALED
 NM1241* NAVD 88 ORTHO HEIGHT -   491.36  (meters)     1612.1   (feet) RESET
 NM1241  ______________________________________________________________________
 NM1241  GEOID HEIGHT    -        -24.959 (meters)                     GEOID18
 NM1241  VERT ORDER      -  THIRD
 NM1241
 NM1241.The horizontal coordinates were scaled from a map and have
 NM1241.an estimated accuracy of +/- 6 seconds.
 NM1241
 NM1241.The orthometric height was computed from unverified reset data.
 NM1241
 NM1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1241.GEOID18 height accuracy estimate available here.
 NM1241
 NM1241.Click photographs - Photos may exist for this station.
 NM1241
 NM1241;                    North         East    Units  Estimated Accuracy
 NM1241;SPC NE       -   268,390.      700,560.      MT  (+/- 180 meters Scaled)
 NM1241
 NM1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM180757(NAD 83)
 NM1241
 NM1241                          SUPERSEDED SURVEY CONTROL
 NM1241
 NM1241  NGVD 29 (??/??/??)  491.18   (m)         1611.5    (f) RESET       3  
 NM1241
 NM1241.Superseded values are not recommended for survey control.
 NM1241
 NM1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1241.See file dsdata.pdf to determine how the superseded data were derived.
 NM1241
 NM1241_MARKER: DB = BENCH MARK DISK
 NM1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1241_STAMPING: C 221 1946 RESET 1959
 NM1241_MARK LOGO: CGS
 NM1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1241+STABILITY: SURFACE MOTION
 NM1241
 NM1241  HISTORY     - Date     Condition        Report By
 NM1241  HISTORY     - 1959     MONUMENTED       NEDR
 NM1241  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NM1241
 NM1241                          STATION DESCRIPTION
 NM1241
 NM1241'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1241'2.9 MI NW FROM PIERCE.
 NM1241'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE
 NM1241'COUNTY COURTHOUSE AT PIERCE, 225 FEET SOUTHWEST OF THE NORTHWEST
 NM1241'END OF CHICAGO AND NORTHWESTERN RAILWAY TRESTLE 33, 82 FEET
 NM1241'SOUTHWEST OF THE SOUTHWEST END OF A TWIN 36 INCH BY 66 FEET
 NM1241'CORRUGATED METAL PIPE CULVERT, 115 FEET SOUTHWEST OF THE CENTERLINE
 NM1241'OF THE HIGHWAY, AND SET IN THE TOP OF A 8 INCH BY 8 INCH CONCRETE
 NM1241'POST PROJECTION ABOUT 2 INCHES ABOVE THE GROUND.
 NM1241
 NM1241                          STATION RECOVERY (1983)
 NM1241
 NM1241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1274 ***********************************************************************
 NM1274  DESIGNATION -  C 222
 NM1274  PID         -  NM1274
 NM1274  STATE/COUNTY-  NE/ANTELOPE
 NM1274  COUNTRY     -  US
 NM1274  USGS QUAD   -  BRUNSWICK (2017)
 NM1274
 NM1274                         *CURRENT SURVEY CONTROL
 NM1274  ______________________________________________________________________
 NM1274* NAD 83(1986) POSITION- 42 20 06.72   (N) 097 59 25.44   (W)   HD_HELD1
 NM1274* NAVD 88 ORTHO HEIGHT -   572.001 (meters)     1876.64  (feet) ADJUSTED
 NM1274  ______________________________________________________________________
 NM1274  GEOID HEIGHT    -        -24.973 (meters)                     GEOID18
 NM1274  DYNAMIC HEIGHT  -        571.779 (meters)     1875.91  (feet) COMP
 NM1274  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 NM1274
 NM1274  VERT ORDER      -  FIRST     CLASS II
 NM1274
 NM1274.The horizontal coordinates were determined by differentially corrected
 NM1274.hand held GPS observations or other comparable positioning techniques
 NM1274.and have an estimated accuracy of +/- 3 meters.
 NM1274
 NM1274.The orthometric height was determined by differential leveling and
 NM1274.adjusted by the NATIONAL GEODETIC SURVEY
 NM1274.in June 1991.
 NM1274
 NM1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1274.GEOID18 height accuracy estimate available here.
 NM1274
 NM1274.Click photographs - Photos may exist for this station.
 NM1274
 NM1274.The dynamic height is computed by dividing the NAVD 88
 NM1274.geopotential number by the normal gravity value computed on the
 NM1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1274.degrees latitude (g = 980.6199 gals.).
 NM1274
 NM1274.The modeled gravity was interpolated from observed gravity values.
 NM1274
 NM1274;                    North         East    Units  Estimated Accuracy
 NM1274;SPC NE       -   279,704.9     665,566.1     MT  (+/- 3 meters HH1 GPS) 
 NM1274
 NM1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8317287487(NAD 83)
 NM1274
 NM1274                          SUPERSEDED SURVEY CONTROL
 NM1274
 NM1274  NGVD 29 (??/??/92)  571.803  (m)         1875.99   (f) ADJ UNCH    1 2
 NM1274
 NM1274.Superseded values are not recommended for survey control.
 NM1274
 NM1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1274.See file dsdata.pdf to determine how the superseded data were derived.
 NM1274
 NM1274_MARKER: DB = BENCH MARK DISK
 NM1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1274_STAMPING: C 222 1946
 NM1274_MARK LOGO: CGS
 NM1274_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1274+STABILITY: SURFACE MOTION
 NM1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1274+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 NM1274
 NM1274  HISTORY     - Date     Condition        Report By
 NM1274  HISTORY     - 1946     MONUMENTED       CGS
 NM1274  HISTORY     - 19940815 GOOD             NEDR
 NM1274  HISTORY     - 20201022 GOOD             NEGS
 NM1274
 NM1274                          STATION DESCRIPTION
 NM1274
 NM1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1274'1 MI W FROM BRUNSWICK.
 NM1274'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 NM1274'BRUNSWICK, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NM1274'ROAD, 117 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 NM1274'ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 1 FOOT
 NM1274'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN
 NM1274'WITNESS POST, AND 2 FEET HIGHER THAN THE GRAVEL ROAD.  A STANDARD
 NM1274'DISK, STAMPED C 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1274'PROJECTING 4 INCHES ABOVE GROUND.
 NM1274
 NM1274                          STATION RECOVERY (1994)
 NM1274
 NM1274'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM1274'LOCATED ABOUT 1.0 MI (1.6 KM) WEST FROM BRUNSWICK, ON PUBLIC
 NM1274'RIGHT-OF-WAY AND NEAR THE NORTHWEST CORNER OF SEC10, T27N, R6W. TO
 NM1274'REACH THE MARK FROM THE PUBLIC SCHOOL, AT BRUNSWICK, GO WEST ON A
 NM1274'GRAVELED ROAD FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH A PAVED ROAD
 NM1274'AND THE MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 NM1274'THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT
 NM1274'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE AND IS 31.39 M (102.99 FT)
 NM1274'WEST FROM THE CENTERLINE OF THE PAVED ROAD, 10.40 M (34.12 FT) SOUTH
 NM1274'FROM THE CENTERLINE OF THE GRAVELED ROAD, 29.905 M (98.113 FT)
 NM1274'SOUTHWEST FROM A NAIL AND WASHER IN A POWER POLE, 20.860 M (68.438 FT)
 NM1274'WEST FROM A NAIL AND WASHER IN THE TOP OF A CORNER FENCE POST, 20.602
 NM1274'M (67.592 FT) SOUTH FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST
 NM1274'AND 0.170 M (0.558 FT) NORTH FROM A WITNESS POST.
 NM1274
 NM1274                          STATION RECOVERY (2020)
 NM1274
 NM1274'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1274'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 20 AND NE. SPUR 2B,
 NM1274'NORTH OF BRUNSWICK, NE., GO SOUTH ON NE. SPUR 2B FOR 1.0 MI (1.6 KM)
 NM1274'TO THE INTERSECTION OF NE. SPUR 2B (FRANKLIN ST.) AND 863RD ROAD (4TH
 NM1274'STREET).  TURN RIGHT (WEST) AND GO 1.0 MI (1.6 KM) TO THE INTERSECTION
 NM1274'OF 863RD ROAD AND 526TH AVENUE TO THE MARK LOCATED IN THE SOUTHWEST
 NM1274'CORNER OF THE INTERSECTION.  THE MARK IS 0.7 FT (21 CM) EAST OF NOAA
 NM1274'WITNESS POST, 20.77 FT (6.3 M) EAST OF A NAIL IN A DISK IN THE TOP OF
 NM1274'A FENCE POST, 12.78 FT (3.9 M) WEST OF A NAIL IN A DISK IN THE TOP OF
 NM1274'A FENCE POST, 28.60 FT (8.7 M) WEST OF NAIL IN A DISK IN THE TOP OF A
 NM1274'FENCE POST, 67.05 FT (20.4 M) SOUTH OF NAIL IN A DISK IN THE TOP OF A
 NM1274'FENCE POST NORTH OF THE CENTERLINE AND 33.0 FT (10.1 M) SOUTH OF THE
 NM1274'CENTERLINE OF 863RD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0378 ***********************************************************************
 NN0378  DESIGNATION -  C 223
 NN0378  PID         -  NN0378
 NN0378  STATE/COUNTY-  NE/KEYA PAHA
 NN0378  COUNTRY     -  US
 NN0378  USGS QUAD   -  JAMISON (2017)
 NN0378
 NN0378                         *CURRENT SURVEY CONTROL
 NN0378  ______________________________________________________________________
 NN0378* NAD 83(1986) POSITION- 42 58 48.     (N) 099 19 44.     (W)   SCALED
 NN0378* NAVD 88 ORTHO HEIGHT -   655.454 (meters)     2150.44  (feet) ADJUSTED
 NN0378  ______________________________________________________________________
 NN0378  GEOID HEIGHT    -        -25.074 (meters)                     GEOID18
 NN0378  DYNAMIC HEIGHT  -        655.202 (meters)     2149.61  (feet) COMP
 NN0378  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 NN0378
 NN0378  VERT ORDER      -  SECOND    CLASS 0
 NN0378
 NN0378.The horizontal coordinates were scaled from a map and have
 NN0378.an estimated accuracy of +/- 6 seconds.
 NN0378
 NN0378.The orthometric height was determined by differential leveling and
 NN0378.adjusted by the NATIONAL GEODETIC SURVEY
 NN0378.in June 1991.
 NN0378
 NN0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0378.GEOID18 height accuracy estimate available here.
 NN0378
 NN0378.Click photographs - Photos may exist for this station.
 NN0378
 NN0378.The dynamic height is computed by dividing the NAVD 88
 NN0378.geopotential number by the normal gravity value computed on the
 NN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0378.degrees latitude (g = 980.6199 gals.).
 NN0378
 NN0378.The modeled gravity was interpolated from observed gravity values.
 NN0378
 NN0378;                    North         East    Units  Estimated Accuracy
 NN0378;SPC NE       -   349,610.      554,740.      MT  (+/- 180 meters Scaled)
 NN0378
 NN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN731586(NAD 83)
 NN0378
 NN0378                          SUPERSEDED SURVEY CONTROL
 NN0378
 NN0378  NGVD 29 (??/??/92)  655.151  (m)         2149.44   (f) ADJ UNCH    2 0
 NN0378
 NN0378.Superseded values are not recommended for survey control.
 NN0378
 NN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0378.See file dsdata.pdf to determine how the superseded data were derived.
 NN0378
 NN0378_MARKER: DB = BENCH MARK DISK
 NN0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0378_STAMPING: C 223 1946
 NN0378_MARK LOGO: CGS
 NN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0378+STABILITY: SURFACE MOTION
 NN0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0378+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 NN0378
 NN0378  HISTORY     - Date     Condition        Report By
 NN0378  HISTORY     - 1946     MONUMENTED       CGS
 NN0378  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0378  HISTORY     - 20141210 GOOD             INDIV
 NN0378
 NN0378                          STATION DESCRIPTION
 NN0378
 NN0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0378'2.4 MI SW FROM JAMISON.
 NN0378'ALONG A GRADED COUNTY ROAD, 2.4 MILES SOUTHWEST OF JAMISON,
 NN0378'NEBRASKA POST OFFICE, 15.9 MILES SOUTHWEST OF BURKE, SOUTH
 NN0378'DAKOTA, NEAR A SECTION CORNER, 36 FEET NORTH OF THE CENTER OF
 NN0378'THE ROAD, 6 FEET NORTH OF A CORNER FENCE POST, 2 FEET WEST OF
 NN0378'A FENCE, 2 FEET SOUTH OF WITNESS POST.  A BRONZE DISK STAMPED
 NN0378'C 223 1946 SET IN THE TOP OF A CONCRETE POST.
 NN0378
 NN0378                          STATION RECOVERY (1962)
 NN0378
 NN0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0378'MARK NOT FOUND.
 NN0378
 NN0378                          STATION RECOVERY (2014)
 NN0378
 NN0378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0378'FOUND MARK LAYING ON IT'S SIDE, KAPUT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0553 ***********************************************************************
 NN0553  DESIGNATION -  C 224
 NN0553  PID         -  NN0553
 NN0553  STATE/COUNTY-  NE/KEYA PAHA
 NN0553  COUNTRY     -  US
 NN0553  USGS QUAD   -  BURTON (2017)
 NN0553
 NN0553                         *CURRENT SURVEY CONTROL
 NN0553  ______________________________________________________________________
 NN0553* NAD 83(1986) POSITION- 42 54 43.     (N) 099 36 36.     (W)   SCALED
 NN0553* NAVD 88 ORTHO HEIGHT -   664.255 (meters)     2179.31  (feet) ADJUSTED
 NN0553  ______________________________________________________________________
 NN0553  GEOID HEIGHT    -        -24.213 (meters)                     GEOID18
 NN0553  DYNAMIC HEIGHT  -        663.998 (meters)     2178.47  (feet) COMP
 NN0553  MODELED GRAVITY -    980,212.6   (mgal)                       NAVD 88
 NN0553
 NN0553  VERT ORDER      -  FIRST     CLASS II
 NN0553
 NN0553.The horizontal coordinates were scaled from a map and have
 NN0553.an estimated accuracy of +/- 6 seconds.
 NN0553
 NN0553.The orthometric height was determined by differential leveling and
 NN0553.adjusted by the NATIONAL GEODETIC SURVEY
 NN0553.in June 1991.
 NN0553
 NN0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0553.GEOID18 height accuracy estimate available here.
 NN0553
 NN0553.Click photographs - Photos may exist for this station.
 NN0553
 NN0553.The dynamic height is computed by dividing the NAVD 88
 NN0553.geopotential number by the normal gravity value computed on the
 NN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0553.degrees latitude (g = 980.6199 gals.).
 NN0553
 NN0553.The modeled gravity was interpolated from observed gravity values.
 NN0553
 NN0553;                    North         East    Units  Estimated Accuracy
 NN0553;SPC NE       -   341,910.      531,850.      MT  (+/- 180 meters Scaled)
 NN0553
 NN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN502512(NAD 83)
 NN0553
 NN0553                          SUPERSEDED SURVEY CONTROL
 NN0553
 NN0553  NGVD 29 (??/??/92)  663.969  (m)         2178.37   (f) ADJ UNCH    1 2
 NN0553
 NN0553.Superseded values are not recommended for survey control.
 NN0553
 NN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0553.See file dsdata.pdf to determine how the superseded data were derived.
 NN0553
 NN0553_MARKER: DB = BENCH MARK DISK
 NN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0553_STAMPING: C 224 1946
 NN0553_MARK LOGO: CGS
 NN0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0553+STABILITY: SURFACE MOTION
 NN0553
 NN0553  HISTORY     - Date     Condition        Report By
 NN0553  HISTORY     - 1946     MONUMENTED       CGS
 NN0553
 NN0553                          STATION DESCRIPTION
 NN0553
 NN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0553'1 MI W FROM BURTON.
 NN0553'ALONG A GRADED COUNTY ROAD, 1.0 MILE WEST OF BURTON POST OFFICE,
 NN0553'NEAR A SECTION CORNER, 38 FEET NORTH OF THE CENTER OF THE MAIN
 NN0553'ROAD, 120 FEET EAST OF THE CENTER OF A DIM ROAD TO THE NORTH,
 NN0553'18 FEET SOUTHWEST OF A CORNER FENCE POST, 1 FOOT WEST OF A
 NN0553'FENCE, 1 FOOT SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0554 ***********************************************************************
 NN0554  DESIGNATION -  C 224 RESET
 NN0554  PID         -  NN0554
 NN0554  STATE/COUNTY-  NE/KEYA PAHA
 NN0554  COUNTRY     -  US
 NN0554  USGS QUAD   -  BURTON (2017)
 NN0554
 NN0554                         *CURRENT SURVEY CONTROL
 NN0554  ______________________________________________________________________
 NN0554* NAD 83(1986) POSITION- 42 54 42.88   (N) 099 36 37.38   (W)   HD_HELD1
 NN0554* NAVD 88 ORTHO HEIGHT -   666.92  (meters)     2188.1   (feet) RESET
 NN0554  ______________________________________________________________________
 NN0554  GEOID HEIGHT    -        -24.212 (meters)                     GEOID18
 NN0554  VERT ORDER      -  THIRD
 NN0554
 NN0554.The horizontal coordinates were determined by differentially corrected
 NN0554.hand held GPS observations or other comparable positioning techniques
 NN0554.and have an estimated accuracy of +/- 3 meters.
 NN0554
 NN0554.The orthometric height was computed from unverified reset data.
 NN0554
 NN0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0554.GEOID18 height accuracy estimate available here.
 NN0554
 NN0554.Click photographs - Photos may exist for this station.
 NN0554
 NN0554;                    North         East    Units  Estimated Accuracy
 NN0554;SPC NE       -   341,907.2     531,813.7     MT  (+/- 3 meters HH1 GPS) 
 NN0554
 NN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5017751213(NAD 83)
 NN0554
 NN0554                          SUPERSEDED SURVEY CONTROL
 NN0554
 NN0554.No superseded survey control is available for this station.
 NN0554
 NN0554_MARKER: DB = BENCH MARK DISK
 NN0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0554_STAMPING: C 224 RESET 1958
 NN0554_MARK LOGO: CGS
 NN0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0554+STABILITY: SURFACE MOTION
 NN0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0554+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 NN0554
 NN0554  HISTORY     - Date     Condition        Report By
 NN0554  HISTORY     - 1958     MONUMENTED       NEDR
 NN0554  HISTORY     - 20121105 GOOD             GCT
 NN0554
 NN0554                          STATION DESCRIPTION
 NN0554
 NN0554'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NN0554'1 MI W FROM BURTON.
 NN0554'1.0 MILE WEST ALONG A GRADED STATE HIGHWAY FROM THE BURTON POST
 NN0554'OFFICE, 115 FEET NORTH OF THE CENTER OF THE HIGHWAY, 50 FEET
 NN0554'EAST OF THE CENTER OF A COUNTY ROAD LEADING NORTH, 5 FEET
 NN0554'NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE, 1.0
 NN0554'FOOT SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NN0554'POST.
 NN0554
 NN0554                          STATION RECOVERY (2012)
 NN0554
 NN0554'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0554'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1180 ***********************************************************************
 NM1180  DESIGNATION -  C 225
 NM1180  PID         -  NM1180
 NM1180  STATE/COUNTY-  NE/WAYNE
 NM1180  COUNTRY     -  US
 NM1180  USGS QUAD   -  WINSIDE (2017)
 NM1180
 NM1180                         *CURRENT SURVEY CONTROL
 NM1180  ______________________________________________________________________
 NM1180* NAD 83(1986) POSITION- 42 09 21.     (N) 097 14 10.     (W)   SCALED
 NM1180* NAVD 88 ORTHO HEIGHT -   500.915 (meters)     1643.42  (feet) ADJUSTED
 NM1180  ______________________________________________________________________
 NM1180  GEOID HEIGHT    -        -24.806 (meters)                     GEOID18
 NM1180  DYNAMIC HEIGHT  -        500.727 (meters)     1642.80  (feet) COMP
 NM1180  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 NM1180
 NM1180  VERT ORDER      -  FIRST     CLASS II
 NM1180
 NM1180.The horizontal coordinates were scaled from a map and have
 NM1180.an estimated accuracy of +/- 6 seconds.
 NM1180
 NM1180.The orthometric height was determined by differential leveling and
 NM1180.adjusted by the NATIONAL GEODETIC SURVEY
 NM1180.in June 1991.
 NM1180
 NM1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1180.GEOID18 height accuracy estimate available here.
 NM1180
 NM1180.Click photographs - Photos may exist for this station.
 NM1180
 NM1180.The dynamic height is computed by dividing the NAVD 88
 NM1180.geopotential number by the normal gravity value computed on the
 NM1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1180.degrees latitude (g = 980.6199 gals.).
 NM1180
 NM1180.The modeled gravity was interpolated from observed gravity values.
 NM1180
 NM1180;                    North         East    Units  Estimated Accuracy
 NM1180;SPC NE       -   261,510.      728,330.      MT  (+/- 180 meters Scaled)
 NM1180
 NM1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM457685(NAD 83)
 NM1180
 NM1180                          SUPERSEDED SURVEY CONTROL
 NM1180
 NM1180  NGVD 29 (??/??/92)  500.721  (m)         1642.78   (f) ADJ UNCH    1 2
 NM1180
 NM1180.Superseded values are not recommended for survey control.
 NM1180
 NM1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1180.See file dsdata.pdf to determine how the superseded data were derived.
 NM1180
 NM1180_MARKER: DB = BENCH MARK DISK
 NM1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1180_SP_SET: ABUTMENT
 NM1180_STAMPING: C 225 1947
 NM1180_MARK LOGO: CGS
 NM1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1180
 NM1180  HISTORY     - Date     Condition        Report By
 NM1180  HISTORY     - 1947     MONUMENTED       CGS
 NM1180
 NM1180                          STATION DESCRIPTION
 NM1180
 NM1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1180'6.2 MI NE FROM HOSKINS.
 NM1180'6.25 MI NE ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1180'RAILWAY FROM THE STATION AT HOSKINS, 0.1 MI NE OF MILE POST EMR
 NM1180'32, AT THE NE END OF A STEEL PLATE BRIDGE OVER A CREEK, 6.4 FT
 NM1180'SE OF THE SE RAIL, 4.5 FT BELOW THE BASE OF THE RAILS, SET IN THE
 NM1180'TOP OF THE SE END OF THE BRIDGE SOCKET AT THE NE STONE ABUTMENT
 NM1180'FOR THE BRIDGE.  NOTE-- THIS BENCH MARK IS ALSO 3.8 MI SW ALONG
 NM1180'THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE
 NM1180'STATION AT WINSIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0498 ***********************************************************************
 NN0498  DESIGNATION -  C 226
 NN0498  PID         -  NN0498
 NN0498  STATE/COUNTY-  NE/BROWN
 NN0498  COUNTRY     -  US
 NN0498  USGS QUAD   -  LONG PINE (2017)
 NN0498
 NN0498                         *CURRENT SURVEY CONTROL
 NN0498  ______________________________________________________________________
 NN0498* NAD 83(1986) POSITION- 42 32 09.     (N) 099 40 35.     (W)   SCALED
 NN0498* NAVD 88 ORTHO HEIGHT -   734.057 (meters)     2408.32  (feet) ADJUSTED
 NN0498  ______________________________________________________________________
 NN0498  GEOID HEIGHT    -        -22.924 (meters)                     GEOID18
 NN0498  DYNAMIC HEIGHT  -        733.751 (meters)     2407.31  (feet) COMP
 NN0498  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 NN0498
 NN0498  VERT ORDER      -  FIRST     CLASS II
 NN0498
 NN0498.The horizontal coordinates were scaled from a map and have
 NN0498.an estimated accuracy of +/- 6 seconds.
 NN0498
 NN0498.The orthometric height was determined by differential leveling and
 NN0498.adjusted by the NATIONAL GEODETIC SURVEY
 NN0498.in June 1991.
 NN0498
 NN0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0498.GEOID18 height accuracy estimate available here.
 NN0498
 NN0498.Click photographs - Photos may exist for this station.
 NN0498
 NN0498.The dynamic height is computed by dividing the NAVD 88
 NN0498.geopotential number by the normal gravity value computed on the
 NN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0498.degrees latitude (g = 980.6199 gals.).
 NN0498
 NN0498.The modeled gravity was interpolated from observed gravity values.
 NN0498
 NN0498;                    North         East    Units  Estimated Accuracy
 NN0498;SPC NE       -   300,110.      526,580.      MT  (+/- 180 meters Scaled)
 NN0498
 NN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN444094(NAD 83)
 NN0498
 NN0498                          SUPERSEDED SURVEY CONTROL
 NN0498
 NN0498  NGVD 29 (??/??/92)  733.780  (m)         2407.41   (f) ADJ UNCH    1 2
 NN0498
 NN0498.Superseded values are not recommended for survey control.
 NN0498
 NN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0498.See file dsdata.pdf to determine how the superseded data were derived.
 NN0498
 NN0498_MARKER: DB = BENCH MARK DISK
 NN0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0498_STAMPING: C 226 1946
 NN0498_MARK LOGO: CGS
 NN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0498+STABILITY: SURFACE MOTION
 NN0498
 NN0498  HISTORY     - Date     Condition        Report By
 NN0498  HISTORY     - 1946     MONUMENTED       CGS
 NN0498
 NN0498                          STATION DESCRIPTION
 NN0498
 NN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0498'0.3 MI NE FROM LONG PINE.
 NN0498'0.3 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0498'FROM THE STATION AT LONG PINE, BROWN COUNTY, THENCE 1.0 MILE
 NN0498'EAST ALONG A DIRT ROAD, AT THE INTERSECTION OF ANOTHER DIRT
 NN0498'ROAD, 63 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 NN0498'37 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 33 FEET
 NN0498'WEST OF A NORTH-AND-SOUTH WIRE FENCE, 1 FOOT SOUTH OF AN
 NN0498'EAST-AND-WEST WIRE FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NN0498'POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 NN0498'STAMPED C 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0498'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0012 ***********************************************************************
 NO0012  DESIGNATION -  C 227
 NO0012  PID         -  NO0012
 NO0012  STATE/COUNTY-  NE/BROWN
 NO0012  COUNTRY     -  US
 NO0012  USGS QUAD   -  JOHNSTOWN (2017)
 NO0012
 NO0012                         *CURRENT SURVEY CONTROL
 NO0012  ______________________________________________________________________
 NO0012* NAD 83(1986) POSITION- 42 34 11.30   (N) 100 06 14.41   (W)   HD_HELD1
 NO0012* NAVD 88 ORTHO HEIGHT -   772.792 (meters)     2535.40  (feet) ADJUSTED
 NO0012  ______________________________________________________________________
 NO0012  GEOID HEIGHT    -        -22.200 (meters)                     GEOID18
 NO0012  DYNAMIC HEIGHT  -        772.465 (meters)     2534.33  (feet) COMP
 NO0012  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 NO0012
 NO0012  VERT ORDER      -  FIRST     CLASS II
 NO0012
 NO0012.The horizontal coordinates were determined by differentially corrected
 NO0012.hand held GPS observations or other comparable positioning techniques
 NO0012.and have an estimated accuracy of +/- 3 meters.
 NO0012
 NO0012.The orthometric height was determined by differential leveling and
 NO0012.adjusted by the NATIONAL GEODETIC SURVEY
 NO0012.in June 1991.
 NO0012
 NO0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0012.GEOID18 height accuracy estimate available here.
 NO0012
 NO0012.Click photographs - Photos may exist for this station.
 NO0012
 NO0012.The dynamic height is computed by dividing the NAVD 88
 NO0012.geopotential number by the normal gravity value computed on the
 NO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0012.degrees latitude (g = 980.6199 gals.).
 NO0012
 NO0012.The modeled gravity was interpolated from observed gravity values.
 NO0012
 NO0012;                    North         East    Units  Estimated Accuracy
 NO0012;SPC NE       -   303,841.0     491,462.0     MT  (+/- 3 meters HH1 GPS) 
 NO0012
 NO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0938813634(NAD 83)
 NO0012
 NO0012                          SUPERSEDED SURVEY CONTROL
 NO0012
 NO0012  NGVD 29 (??/??/92)  772.497  (m)         2534.43   (f) ADJ UNCH    1 2
 NO0012
 NO0012.Superseded values are not recommended for survey control.
 NO0012
 NO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0012.See file dsdata.pdf to determine how the superseded data were derived.
 NO0012
 NO0012_MARKER: DB = BENCH MARK DISK
 NO0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0012_SP_SET: BRIDGE
 NO0012_STAMPING: C 227 1946
 NO0012_MARK LOGO: CGS
 NO0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0012
 NO0012  HISTORY     - Date     Condition        Report By
 NO0012  HISTORY     - 1946     MONUMENTED       CGS
 NO0012  HISTORY     - 1975     GOOD             NGS
 NO0012
 NO0012                          STATION DESCRIPTION
 NO0012
 NO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0012'2.7 MI W FROM JOHNSTOWN.
 NO0012'2.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0012'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT A
 NO0012'CONCRETE BRIDGE OVER PLUM CREEK, IN THE TOP OF THE SOUTH END
 NO0012'OF THE WEST ABUTMENT, 15 FEET SOUTH OF THE CENTERLINE OF THE
 NO0012'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NO0012'C 227 1946.
 NO0012
 NO0012                          STATION RECOVERY (1975)
 NO0012
 NO0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0061 ***********************************************************************
 NO0061  DESIGNATION -  C 229
 NO0061  PID         -  NO0061
 NO0061  STATE/COUNTY-  NE/KEYA PAHA
 NO0061  COUNTRY     -  US
 NO0061  USGS QUAD   -  NORDEN (2017)
 NO0061
 NO0061                         *CURRENT SURVEY CONTROL
 NO0061  ______________________________________________________________________
 NO0061* NAD 83(1986) POSITION- 42 48 48.     (N) 100 03 20.     (W)   SCALED
 NO0061* NAVD 88 ORTHO HEIGHT -   694.227 (meters)     2277.64  (feet) ADJUSTED
 NO0061  ______________________________________________________________________
 NO0061  GEOID HEIGHT    -        -22.875 (meters)                     GEOID18
 NO0061  DYNAMIC HEIGHT  -        693.959 (meters)     2276.76  (feet) COMP
 NO0061  MODELED GRAVITY -    980,212.8   (mgal)                       NAVD 88
 NO0061
 NO0061  VERT ORDER      -  SECOND    CLASS 0
 NO0061
 NO0061.The horizontal coordinates were scaled from a map and have
 NO0061.an estimated accuracy of +/- 6 seconds.
 NO0061
 NO0061.The orthometric height was determined by differential leveling and
 NO0061.adjusted by the NATIONAL GEODETIC SURVEY
 NO0061.in June 1991.
 NO0061
 NO0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0061.GEOID18 height accuracy estimate available here.
 NO0061
 NO0061.Click photographs - Photos may exist for this station.
 NO0061
 NO0061.The dynamic height is computed by dividing the NAVD 88
 NO0061.geopotential number by the normal gravity value computed on the
 NO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0061.degrees latitude (g = 980.6199 gals.).
 NO0061
 NO0061.The modeled gravity was interpolated from observed gravity values.
 NO0061
 NO0061;                    North         East    Units  Estimated Accuracy
 NO0061;SPC NE       -   330,890.      495,460.      MT  (+/- 180 meters Scaled)
 NO0061
 NO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN137406(NAD 83)
 NO0061
 NO0061                          SUPERSEDED SURVEY CONTROL
 NO0061
 NO0061  NGVD 29 (??/??/92)  693.930  (m)         2276.67   (f) ADJ UNCH    2 0
 NO0061
 NO0061.Superseded values are not recommended for survey control.
 NO0061
 NO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0061.See file dsdata.pdf to determine how the superseded data were derived.
 NO0061
 NO0061_MARKER: DB = BENCH MARK DISK
 NO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0061_STAMPING: C 229 1946
 NO0061_MARK LOGO: CGS
 NO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0061+STABILITY: SURFACE MOTION
 NO0061
 NO0061  HISTORY     - Date     Condition        Report By
 NO0061  HISTORY     - 1946     MONUMENTED       CGS
 NO0061
 NO0061                          STATION DESCRIPTION
 NO0061
 NO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0061'4.2 MI S FROM NORDEN.
 NO0061'ABOUT 4.2 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0061'BUILDING AT NORDEN, ABOUT 0.1 MILE SOUTH OF A COUNTRY SCHOOL
 NO0061'BUILDING, 18 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 NO0061'OF THE ROAD, 9 FEET NORTHEAST OF AN 8 INCH PINE TREE, 1 FOOT EAST
 NO0061'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER
 NO0061'POST.  A BRONZE DISC STAMPED C 229 1946 AND SET IN THE TOP OF A
 NO0061'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 NO0061'C 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0046 ***********************************************************************
 NP0046  DESIGNATION -  C 23
 NP0046  PID         -  NP0046
 NP0046  STATE/COUNTY-  NE/SHERIDAN
 NP0046  COUNTRY     -  US
 NP0046  USGS QUAD   -  RUSHVILLE (2017)
 NP0046
 NP0046                         *CURRENT SURVEY CONTROL
 NP0046  ______________________________________________________________________
 NP0046* NAD 83(1986) POSITION- 42 43 05.     (N) 102 27 40.     (W)   SCALED
 NP0046* NAVD 88 ORTHO HEIGHT -  1142.460 (meters)     3748.22  (feet) ADJUSTED
 NP0046  ______________________________________________________________________
 NP0046  GEOID HEIGHT    -        -18.168 (meters)                     GEOID18
 NP0046  DYNAMIC HEIGHT  -       1141.883 (meters)     3746.33  (feet) COMP
 NP0046  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 NP0046
 NP0046  VERT ORDER      -  FIRST     CLASS II
 NP0046
 NP0046.The horizontal coordinates were scaled from a map and have
 NP0046.an estimated accuracy of +/- 6 seconds.
 NP0046
 NP0046.The orthometric height was determined by differential leveling and
 NP0046.adjusted by the NATIONAL GEODETIC SURVEY
 NP0046.in June 1991.
 NP0046
 NP0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0046.GEOID18 height accuracy estimate available here.
 NP0046
 NP0046.Click photographs - Photos may exist for this station.
 NP0046
 NP0046.The dynamic height is computed by dividing the NAVD 88
 NP0046.geopotential number by the normal gravity value computed on the
 NP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0046.degrees latitude (g = 980.6199 gals.).
 NP0046
 NP0046.The modeled gravity was interpolated from observed gravity values.
 NP0046
 NP0046;                    North         East    Units  Estimated Accuracy
 NP0046;SPC NE       -   323,170.      298,450.      MT  (+/- 180 meters Scaled)
 NP0046
 NP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH078326(NAD 83)
 NP0046
 NP0046                          SUPERSEDED SURVEY CONTROL
 NP0046
 NP0046  NGVD 29 (??/??/92) 1141.935  (m)         3746.50   (f) ADJ UNCH    1 2
 NP0046
 NP0046.Superseded values are not recommended for survey control.
 NP0046
 NP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0046.See file dsdata.pdf to determine how the superseded data were derived.
 NP0046
 NP0046_MARKER: DB = BENCH MARK DISK
 NP0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0046_STAMPING: C 23 1946
 NP0046_MARK LOGO: USGS
 NP0046_PROJECTION: FLUSH
 NP0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0046+STABILITY: SURFACE MOTION
 NP0046
 NP0046  HISTORY     - Date     Condition        Report By
 NP0046  HISTORY     - 1946     MONUMENTED       USGS
 NP0046  HISTORY     - 1957     GOOD             CGS
 NP0046
 NP0046                          STATION DESCRIPTION
 NP0046
 NP0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0046'AT RUSHVILLE.
 NP0046'AT RUSHVILLE, AT THE SHERIDAN COUNTY COURTHOUSE, 42 FEET SOUTH
 NP0046'OF THE CENTER LINE OF U.S. HIGHWAY 20, 42 FEET EAST OF THE
 NP0046'CENTER LINE OF A PAVED STREET, 47 1/2 FEET NORTHWEST OF THE
 NP0046'NORTHWEST CORNER OF THE COURTHOUSE, 17 FEET WEST OF A 12-INCH
 NP0046'ELM TREE, 3 1/2 FEET SOUTH EAST OF THE NORTHWEST CORNER OF AN IRON
 NP0046'FENCE AROUND THE COURTHOUSE, IN T. 32 N., R. 44 W., SECTION
 NP0046'26., SET IN THE TOP OF A CONCRETE POST IN THE NORTHWEST CORNER
 NP0046'OF THE COURTHOUSE LAWN FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0119 ***********************************************************************
 MM0119  DESIGNATION -  C 23
 MM0119  PID         -  MM0119
 MM0119  STATE/COUNTY-  NE/LINCOLN
 MM0119  COUNTRY     -  US
 MM0119  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0119
 MM0119                         *CURRENT SURVEY CONTROL
 MM0119  ______________________________________________________________________
 MM0119* NAD 83(1986) POSITION- 41 19 26.     (N) 100 52 28.     (W)   SCALED
 MM0119* NAVD 88 ORTHO HEIGHT -   926.181 (meters)     3038.65  (feet) ADJUSTED
 MM0119  ______________________________________________________________________
 MM0119  GEOID HEIGHT    -        -21.973 (meters)                     GEOID18
 MM0119  DYNAMIC HEIGHT  -        925.626 (meters)     3036.82  (feet) COMP
 MM0119  MODELED GRAVITY -    979,992.4   (mgal)                       NAVD 88
 MM0119
 MM0119  VERT ORDER      -  FIRST     CLASS II
 MM0119
 MM0119.The horizontal coordinates were scaled from a map and have
 MM0119.an estimated accuracy of +/- 6 seconds.
 MM0119
 MM0119.The orthometric height was determined by differential leveling and
 MM0119.adjusted by the NATIONAL GEODETIC SURVEY
 MM0119.in June 1994.
 MM0119
 MM0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0119.GEOID18 height accuracy estimate available here.
 MM0119
 MM0119.Click photographs - Photos may exist for this station.
 MM0119
 MM0119.The dynamic height is computed by dividing the NAVD 88
 MM0119.geopotential number by the normal gravity value computed on the
 MM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0119.degrees latitude (g = 980.6199 gals.).
 MM0119
 MM0119.The modeled gravity was interpolated from observed gravity values.
 MM0119
 MM0119;                    North         East    Units  Estimated Accuracy
 MM0119;SPC NE       -   165,860.      426,820.      MT  (+/- 180 meters Scaled)
 MM0119
 MM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL431764(NAD 83)
 MM0119
 MM0119                          SUPERSEDED SURVEY CONTROL
 MM0119
 MM0119  NAVD 88 (06/15/91)  926.179  (m)         3038.64   (f) SUPERSEDED  1 2
 MM0119  NGVD 29 (02/14/92)  925.818  (m)         3037.45   (f) ADJUSTED    1 2
 MM0119  NGVD 29 (??/??/87)  925.818  (m)         3037.45   (f) SUPERSEDED  1 2
 MM0119
 MM0119.Superseded values are not recommended for survey control.
 MM0119
 MM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0119.See file dsdata.pdf to determine how the superseded data were derived.
 MM0119
 MM0119_MARKER: DB = BENCH MARK DISK
 MM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0119_STAMPING: C 23 1933 3037.455
 MM0119_MARK LOGO: CGS
 MM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0119+STABILITY: SURFACE MOTION
 MM0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0119+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0119
 MM0119  HISTORY     - Date     Condition        Report By
 MM0119  HISTORY     - 1933     MONUMENTED       CGS
 MM0119  HISTORY     - 1972     GOOD             USGS
 MM0119  HISTORY     - 19910820 GOOD             NGS
 MM0119  HISTORY     - 20150210 GOOD             JEOCON
 MM0119
 MM0119                          STATION DESCRIPTION
 MM0119
 MM0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0119'15.6 MI N FROM NORTH PLATTE.
 MM0119'15.6 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0119'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0119'ABOUT 1000 FEET EAST OF A LOW WINDMILL, AT A CURVE, 600 FEET
 MM0119'WEST OF A SLIGHT DIP, AND 60 FEET SOUTH OF A ROAD ON THE EDGE OF
 MM0119'A SAND BLOWOUT COVERED WITH GRASS.  A STANDARD DISK, STAMPED
 MM0119'3037.455 C 23 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0119'PROJECTING 4 INCHES ABOVE GROUND.
 MM0119
 MM0119                          STATION RECOVERY (1972)
 MM0119
 MM0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0119'RECOVERED IN GOOD CONDITION.
 MM0119
 MM0119                          STATION RECOVERY (1991)
 MM0119
 MM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0119'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0119'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0119'18.5 KM (11.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 267.0 M
 MM0119'(876.0 FT) SOUTHEAST OF A Y-FENCE CORNER, 25.2 M (82.7 FT) SOUTHWEST
 MM0119'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTHWEST
 MM0119'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.7 M (2.3 FT)
 MM0119'ABOVE THE GROUND SURFACE.
 MM0119
 MM0119                          STATION RECOVERY (2015)
 MM0119
 MM0119'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0758 ***********************************************************************
 NP0758  DESIGNATION -  C 23 RESET
 NP0758  PID         -  NP0758
 NP0758  STATE/COUNTY-  NE/SHERIDAN
 NP0758  COUNTRY     -  US
 NP0758  USGS QUAD   -  RUSHVILLE (2017)
 NP0758
 NP0758                         *CURRENT SURVEY CONTROL
 NP0758  ______________________________________________________________________
 NP0758* NAD 83(1986) POSITION- 42 43 05.     (N) 102 27 40.     (W)   SCALED
 NP0758* NAVD 88 ORTHO HEIGHT -  1142.18  (meters)     3747.3   (feet) RESET
 NP0758  ______________________________________________________________________
 NP0758  GEOID HEIGHT    -        -18.168 (meters)                     GEOID18
 NP0758  VERT ORDER      -  THIRD
 NP0758
 NP0758.The horizontal coordinates were scaled from a map and have
 NP0758.an estimated accuracy of +/- 6 seconds.
 NP0758
 NP0758.The orthometric height was computed from unverified reset data.
 NP0758
 NP0758.No vertical observational check was made to the station.
 NP0758
 NP0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0758.GEOID18 height accuracy estimate available here.
 NP0758
 NP0758.Click photographs - Photos may exist for this station.
 NP0758
 NP0758;                    North         East    Units  Estimated Accuracy
 NP0758;SPC NE       -   323,170.      298,450.      MT  (+/- 180 meters Scaled)
 NP0758
 NP0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH078326(NAD 83)
 NP0758
 NP0758                          SUPERSEDED SURVEY CONTROL
 NP0758
 NP0758  NGVD 29 (01/31/13) 1141.66   (m)         3745.6    (f) RESET       3  
 NP0758
 NP0758.Superseded values are not recommended for survey control.
 NP0758
 NP0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0758.See file dsdata.pdf to determine how the superseded data were derived.
 NP0758
 NP0758_MARKER: DV = VERTICAL CONTROL DISK
 NP0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0758_STAMPING: C 23 RESET 1985
 NP0758_MARK LOGO: NGS
 NP0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0758+STABILITY: SURFACE MOTION
 NP0758
 NP0758  HISTORY     - Date     Condition        Report By
 NP0758  HISTORY     - 1985     MONUMENTED       NGS
 NP0758
 NP0758                          STATION DESCRIPTION
 NP0758
 NP0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0758'IN RUSHVILLE, AT THE SHERIDAN COUNTY COURTHOUSE, IN THE SOUTHEAST
 NP0758'ANGLE OF THE INTERSECTION OF SECOND AND SPRAGUE STREETS, 16.0 M
 NP0758'(52.5 FT) SOUTH FROM THE CENTERLINE OF SECOND STREET, 15.55 M
 NP0758'(51.02 FT) EAST FROM THE CENTERLINE OF SPRAGUE STREET, 10.06 M
 NP0758'(33.01 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 NP0758'BUILDING, 0.46 M (1.51 FT) SOUTHEAST FROM THE CENTER OF A WAR
 NP0758'MEMORIAL MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0627 ***********************************************************************
 NM0627  DESIGNATION -  C 230
 NM0627  PID         -  NM0627
 NM0627  STATE/COUNTY-  NE/THURSTON
 NM0627  COUNTRY     -  US
 NM0627  USGS QUAD   -  ALTONA NE (2017)
 NM0627
 NM0627                         *CURRENT SURVEY CONTROL
 NM0627  ______________________________________________________________________
 NM0627* NAD 83(1986) POSITION- 42 14 58.     (N) 096 48 32.     (W)   SCALED
 NM0627* NAVD 88 ORTHO HEIGHT -   423.508 (meters)     1389.46  (feet) ADJUSTED
 NM0627  ______________________________________________________________________
 NM0627  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 NM0627  DYNAMIC HEIGHT  -        423.366 (meters)     1388.99  (feet) COMP
 NM0627  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 NM0627
 NM0627  VERT ORDER      -  FIRST     CLASS II
 NM0627
 NM0627.The horizontal coordinates were scaled from a map and have
 NM0627.an estimated accuracy of +/- 6 seconds.
 NM0627
 NM0627.The orthometric height was determined by differential leveling and
 NM0627.adjusted by the NATIONAL GEODETIC SURVEY
 NM0627.in June 1991.
 NM0627
 NM0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0627.GEOID18 height accuracy estimate available here.
 NM0627
 NM0627.Click photographs - Photos may exist for this station.
 NM0627
 NM0627.The dynamic height is computed by dividing the NAVD 88
 NM0627.geopotential number by the normal gravity value computed on the
 NM0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0627.degrees latitude (g = 980.6199 gals.).
 NM0627
 NM0627.The modeled gravity was interpolated from observed gravity values.
 NM0627
 NM0627;                    North         East    Units  Estimated Accuracy
 NM0627;SPC NE       -   273,120.      763,220.      MT  (+/- 180 meters Scaled)
 NM0627
 NM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM807797(NAD 83)
 NM0627
 NM0627                          SUPERSEDED SURVEY CONTROL
 NM0627
 NM0627  NGVD 29 (??/??/92)  423.339  (m)         1388.90   (f) ADJ UNCH    1 2
 NM0627
 NM0627.Superseded values are not recommended for survey control.
 NM0627
 NM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0627.See file dsdata.pdf to determine how the superseded data were derived.
 NM0627
 NM0627_MARKER: DB = BENCH MARK DISK
 NM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0627_STAMPING: C 230 1947
 NM0627_MARK LOGO: CGS
 NM0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0627+STABILITY: SURFACE MOTION
 NM0627
 NM0627  HISTORY     - Date     Condition        Report By
 NM0627  HISTORY     - 1947     MONUMENTED       CGS
 NM0627  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0627
 NM0627                          STATION DESCRIPTION
 NM0627
 NM0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0627'3.4 MI SE FROM WAKEFIELD.
 NM0627'3.45 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0627'AND OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, AT A COUNTY
 NM0627'DIRT ROAD CROSSING, ACROSS THE TRACK FROM TELEPHONE POLE NO.
 NM0627'5/25, 74.0 FEET WEST SOUTHWEST OF THE CENTER OF THE CROSSING,
 NM0627'44.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 36.0
 NM0627'FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD, 5.2 FEET EAST OF
 NM0627'REA POWER LINE POLE NO. B3-7 21, 2.5 FEET SOUTHWEST OF A
 NM0627'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM0627'AS THE TRACK AND PROJECTING 0.1 FOOT.
 NM0627
 NM0627                          STATION RECOVERY (1966)
 NM0627
 NM0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0627'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0360 ***********************************************************************
 MK0360  DESIGNATION -  C 231
 MK0360  PID         -  MK0360
 MK0360  STATE/COUNTY-  NE/BURT
 MK0360  COUNTRY     -  US
 MK0360  USGS QUAD   -  OAKLAND (2017)
 MK0360
 MK0360                         *CURRENT SURVEY CONTROL
 MK0360  ______________________________________________________________________
 MK0360* NAD 83(1986) POSITION- 41 45 22.     (N) 096 26 40.     (W)   SCALED
 MK0360* NAVD 88 ORTHO HEIGHT -   412.628 (meters)     1353.76  (feet) ADJUSTED
 MK0360  ______________________________________________________________________
 MK0360  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 MK0360  DYNAMIC HEIGHT  -        412.475 (meters)     1353.26  (feet) COMP
 MK0360  MODELED GRAVITY -    980,239.4   (mgal)                       NAVD 88
 MK0360
 MK0360  VERT ORDER      -  SECOND    CLASS 0
 MK0360
 MK0360.The horizontal coordinates were scaled from a map and have
 MK0360.an estimated accuracy of +/- 6 seconds.
 MK0360
 MK0360.The orthometric height was determined by differential leveling and
 MK0360.adjusted by the NATIONAL GEODETIC SURVEY
 MK0360.in June 1991.
 MK0360
 MK0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0360.GEOID18 height accuracy estimate available here.
 MK0360
 MK0360.Click photographs - Photos may exist for this station.
 MK0360
 MK0360.The dynamic height is computed by dividing the NAVD 88
 MK0360.geopotential number by the normal gravity value computed on the
 MK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0360.degrees latitude (g = 980.6199 gals.).
 MK0360
 MK0360.The modeled gravity was interpolated from observed gravity values.
 MK0360
 MK0360;                    North         East    Units  Estimated Accuracy
 MK0360;SPC NE       -   219,560.      795,520.      MT  (+/- 180 meters Scaled)
 MK0360
 MK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM124258(NAD 83)
 MK0360
 MK0360                          SUPERSEDED SURVEY CONTROL
 MK0360
 MK0360  NGVD 29 (??/??/92)  412.493  (m)         1353.32   (f) ADJ UNCH    2 0
 MK0360
 MK0360.Superseded values are not recommended for survey control.
 MK0360
 MK0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0360.See file dsdata.pdf to determine how the superseded data were derived.
 MK0360
 MK0360_MARKER: DB = BENCH MARK DISK
 MK0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0360_STAMPING: C 231 1947
 MK0360_MARK LOGO: CGS
 MK0360_PROJECTION: PROJECTING 6 CENTIMETERS
 MK0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0360+STABILITY: SURFACE MOTION
 MK0360
 MK0360  HISTORY     - Date     Condition        Report By
 MK0360  HISTORY     - 1947     MONUMENTED       CGS
 MK0360  HISTORY     - 1965     POOR             USGS
 MK0360
 MK0360                          STATION DESCRIPTION
 MK0360
 MK0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0360'6.2 MI SW FROM CRAIG.
 MK0360'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0360'HIGH SCHOOL AT CRAIG, THENCE 4.0 MILES WEST ALONG A DIRT ROAD,
 MK0360'IN THE SOUTHWEST ANGLE OF A CROSS ROAD, 63.0 FEET WEST SOUTHWEST
 MK0360'OF AND ACROSS A NORTH-SOUTH ROAD FROM R E A POWER LINE POLE
 MK0360'NO. A7 45, 53.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0360'29.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 13.0 FEET
 MK0360'SOUTH OF A FENCE CORNER POST, 2.0 FEET NORTH OF A REFERENCE
 MK0360'POST, 1.3 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A
 MK0360'CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0360'THIS BENCH MARK IS ALSO 1.7 MILE NORTH ALONG THE CHICAGO,
 MK0360'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT UEHLING, THENCE
 MK0360'0.4 MILE EAST ALONG A PRIVATE ROAD AND 2.5 MILES EAST ALONG A
 MK0360'COUNTY DIRT ROAD.  NOTE-- POST SLIGHTLY TILTED.
 MK0360
 MK0360                          STATION RECOVERY (1965)
 MK0360
 MK0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0360'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0887 ***********************************************************************
 MJ0887  DESIGNATION -  C 232
 MJ0887  PID         -  MJ0887
 MJ0887  STATE/COUNTY-  NE/SARPY
 MJ0887  COUNTRY     -  US
 MJ0887  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0887
 MJ0887                         *CURRENT SURVEY CONTROL
 MJ0887  ______________________________________________________________________
 MJ0887* NAD 83(1986) POSITION- 41 07 57.     (N) 095 54 25.     (W)   SCALED
 MJ0887* NAVD 88 ORTHO HEIGHT -   323.006 (meters)     1059.73  (feet) ADJUSTED
 MJ0887  ______________________________________________________________________
 MJ0887  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 MJ0887  DYNAMIC HEIGHT  -        322.874 (meters)     1059.30  (feet) COMP
 MJ0887  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 MJ0887
 MJ0887  VERT ORDER      -  SECOND    CLASS 0
 MJ0887
 MJ0887.The horizontal coordinates were scaled from a map and have
 MJ0887.an estimated accuracy of +/- 6 seconds.
 MJ0887
 MJ0887.The orthometric height was determined by differential leveling and
 MJ0887.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0887.in June 1991.
 MJ0887
 MJ0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0887.GEOID18 height accuracy estimate available here.
 MJ0887
 MJ0887.Click photographs - Photos may exist for this station.
 MJ0887
 MJ0887.The dynamic height is computed by dividing the NAVD 88
 MJ0887.geopotential number by the normal gravity value computed on the
 MJ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0887.degrees latitude (g = 980.6199 gals.).
 MJ0887
 MJ0887.The modeled gravity was interpolated from observed gravity values.
 MJ0887
 MJ0887;                    North         East    Units  Estimated Accuracy
 MJ0887;SPC NE       -   152,370.      843,440.      MT  (+/- 180 meters Scaled)
 MJ0887
 MJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF559575(NAD 83)
 MJ0887
 MJ0887                          SUPERSEDED SURVEY CONTROL
 MJ0887
 MJ0887  NGVD 29 (??/??/92)  322.900  (m)         1059.38   (f) ADJ UNCH    2 0
 MJ0887
 MJ0887.Superseded values are not recommended for survey control.
 MJ0887
 MJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0887.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0887
 MJ0887_MARKER: DB = BENCH MARK DISK
 MJ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0887_STAMPING: C 232 1947
 MJ0887_MARK LOGO: CGS
 MJ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0887+STABILITY: SURFACE MOTION
 MJ0887
 MJ0887  HISTORY     - Date     Condition        Report By
 MJ0887  HISTORY     - 1947     MONUMENTED       CGS
 MJ0887
 MJ0887                          STATION DESCRIPTION
 MJ0887
 MJ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0887'AT FT CROOK.
 MJ0887'AT OFFUT ARMY AIR FIELD IN FT. CROOK, AT THE NORTHEAST END OF
 MJ0887'THE NORTHEAST AND SOUTHWEST RUNWAY, 75 YARDS NORTHWEST OF THE
 MJ0887'NORTHWEST EDGE OF THE RUNWAY, 41 YARDS SOUTHEAST OF A GUARD
 MJ0887'TOWER, 86.0 FEET EAST OF A MONUMENT ERECTED IN HONOR OF ROBERT
 MJ0887'A. NELSON, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A
 MJ0887'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0887'1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0654 ***********************************************************************
 MK0654  DESIGNATION -  C 234
 MK0654  PID         -  MK0654
 MK0654  STATE/COUNTY-  NE/DOUGLAS
 MK0654  COUNTRY     -  US
 MK0654  USGS QUAD   -  IRVINGTON (2017)
 MK0654
 MK0654                         *CURRENT SURVEY CONTROL
 MK0654  ______________________________________________________________________
 MK0654* NAD 83(1986) POSITION- 41 17 06.0    (N) 096 00 33.7    (W)   HD_HELD2
 MK0654* NAVD 88 ORTHO HEIGHT -   379.096 (meters)     1243.75  (feet) ADJUSTED
 MK0654  ______________________________________________________________________
 MK0654  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 MK0654  DYNAMIC HEIGHT  -        378.931 (meters)     1243.21  (feet) COMP
 MK0654  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 MK0654
 MK0654  VERT ORDER      -  FIRST     CLASS II
 MK0654
 MK0654.The horizontal coordinates were established by autonomous hand held GPS
 MK0654.observations and have an estimated accuracy of +/- 10 meters.
 MK0654
 MK0654.The orthometric height was determined by differential leveling and
 MK0654.adjusted by the NATIONAL GEODETIC SURVEY
 MK0654.in June 1991.
 MK0654
 MK0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0654.GEOID18 height accuracy estimate available here.
 MK0654
 MK0654.Click photographs - Photos may exist for this station.
 MK0654
 MK0654.The dynamic height is computed by dividing the NAVD 88
 MK0654.geopotential number by the normal gravity value computed on the
 MK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0654.degrees latitude (g = 980.6199 gals.).
 MK0654
 MK0654.The modeled gravity was interpolated from observed gravity values.
 MK0654
 MK0654;                    North         East    Units  Estimated Accuracy
 MK0654;SPC NE       -   168,883.      834,072.      MT  (+/- 10 meters HH2 GPS)
 MK0654
 MK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5044574710(NAD 83)
 MK0654
 MK0654                          SUPERSEDED SURVEY CONTROL
 MK0654
 MK0654  NGVD 29 (??/??/92)  378.968  (m)         1243.33   (f) ADJ UNCH    1 2
 MK0654
 MK0654.Superseded values are not recommended for survey control.
 MK0654
 MK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0654.See file dsdata.pdf to determine how the superseded data were derived.
 MK0654
 MK0654_MARKER: DB = BENCH MARK DISK
 MK0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0654_SP_SET: WALL
 MK0654_STAMPING: C 234 1947
 MK0654_MARK LOGO: CGS
 MK0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0654+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 MK0654
 MK0654  HISTORY     - Date     Condition        Report By
 MK0654  HISTORY     - 1947     MONUMENTED       CGS
 MK0654  HISTORY     - 20110214 GOOD             INDIV
 MK0654
 MK0654                          STATION DESCRIPTION
 MK0654
 MK0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0654'AT OMAHA.
 MK0654'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, AT THE
 MK0654'INTERSECTION OF NORTH SIXTY-THIRD STREET AND MAPLE STREET, AT
 MK0654'THE BENSON STATION OF THE U.S. POST OFFICE AT OMAHA, 3 FEET WEST
 MK0654'OF THE NORTH ENTRANCE TO THE BUILDING, IN THE NORTH WALL AND
 MK0654'3 FEET ABOVE THE SURFACE OF THE GROUND.  A BRONZE DISK SET
 MK0654'VERTICALLY IN A BRICK WALL.
 MK0654
 MK0654                          STATION RECOVERY (2011)
 MK0654
 MK0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0195 ***********************************************************************
 NM0195  DESIGNATION -  C 235
 NM0195  PID         -  NM0195
 NM0195  STATE/COUNTY-  NE/DAKOTA
 NM0195  COUNTRY     -  US
 NM0195  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0195
 NM0195                         *CURRENT SURVEY CONTROL
 NM0195  ______________________________________________________________________
 NM0195* NAD 83(1986) POSITION- 42 24 56.52   (N) 096 28 20.33   (W)   HD_HELD1
 NM0195* NAVD 88 ORTHO HEIGHT -   335.760 (meters)     1101.57  (feet) ADJUSTED
 NM0195  ______________________________________________________________________
 NM0195  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 NM0195  DYNAMIC HEIGHT  -        335.653 (meters)     1101.22  (feet) COMP
 NM0195  MODELED GRAVITY -    980,292.1   (mgal)                       NAVD 88
 NM0195
 NM0195  VERT ORDER      -  FIRST     CLASS II
 NM0195
 NM0195.The horizontal coordinates were determined by differentially corrected
 NM0195.hand held GPS observations or other comparable positioning techniques
 NM0195.and have an estimated accuracy of +/- 3 meters.
 NM0195
 NM0195.The orthometric height was determined by differential leveling and
 NM0195.adjusted by the NATIONAL GEODETIC SURVEY
 NM0195.in June 1991.
 NM0195
 NM0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0195.GEOID18 height accuracy estimate available here.
 NM0195
 NM0195.Click photographs - Photos may exist for this station.
 NM0195
 NM0195.The dynamic height is computed by dividing the NAVD 88
 NM0195.geopotential number by the normal gravity value computed on the
 NM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0195.degrees latitude (g = 980.6199 gals.).
 NM0195
 NM0195.The modeled gravity was interpolated from observed gravity values.
 NM0195
 NM0195;                    North         East    Units  Estimated Accuracy
 NM0195;SPC NE       -   292,642.2     790,218.5     MT  (+/- 3 meters HH1 GPS) 
 NM0195
 NM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0797599027(NAD 83)
 NM0195
 NM0195                          SUPERSEDED SURVEY CONTROL
 NM0195
 NM0195  NGVD 29 (??/??/92)  335.601  (m)         1101.05   (f) ADJ UNCH    1 2
 NM0195
 NM0195.Superseded values are not recommended for survey control.
 NM0195
 NM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0195.See file dsdata.pdf to determine how the superseded data were derived.
 NM0195
 NM0195_MARKER: DB = BENCH MARK DISK
 NM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0195_STAMPING: C 235 1947
 NM0195_MARK LOGO: CGS
 NM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0195+STABILITY: SURFACE MOTION
 NM0195
 NM0195  HISTORY     - Date     Condition        Report By
 NM0195  HISTORY     - 1947     MONUMENTED       CGS
 NM0195  HISTORY     - 1966     GOOD             USGS
 NM0195  HISTORY     - 20100223 GOOD             JEOCON
 NM0195
 NM0195                          STATION DESCRIPTION
 NM0195
 NM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0195'2.7 MI W FROM DAKOTA CITY.
 NM0195'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0195'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 2.4 MILES ALONG STATE
 NM0195'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS ON THE EAST SIDE
 NM0195'OF A SCHOOLHOUSE YARD, 80.0 FEET NORTH OF AND ABOUT LEVEL WITH
 NM0195'THE CENTER LINE OF THE HIGHWAY, 53.0 FEET SOUTHEAST OF THE
 NM0195'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 53.5 FEET EAST OF A FLAGPOLE,
 NM0195'46.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE
 NM0195'AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST, SET IN THE TOP
 NM0195'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0195
 NM0195                          STATION RECOVERY (1966)
 NM0195
 NM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0195'RECOVERED IN GOOD CONDITION.
 NM0195
 NM0195                          STATION RECOVERY (2010)
 NM0195
 NM0195'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NM0195'REAL TIME NETWORK GPS OBSERVATION
 NM0195'42 24'56.524''N     96 28'20.332''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0712 ***********************************************************************
 NM0712  DESIGNATION -  C 238
 NM0712  PID         -  NM0712
 NM0712  STATE/COUNTY-  NE/THURSTON
 NM0712  COUNTRY     -  US
 NM0712  USGS QUAD   -  EMERSON SE (2017)
 NM0712
 NM0712                         *CURRENT SURVEY CONTROL
 NM0712  ______________________________________________________________________
 NM0712* NAD 83(1986) POSITION- 42 15 49.     (N) 096 35 23.     (W)   SCALED
 NM0712* NAVD 88 ORTHO HEIGHT -   409.709 (meters)     1344.19  (feet) ADJUSTED
 NM0712  ______________________________________________________________________
 NM0712  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 NM0712  DYNAMIC HEIGHT  -        409.569 (meters)     1343.73  (feet) COMP
 NM0712  MODELED GRAVITY -    980,266.1   (mgal)                       NAVD 88
 NM0712
 NM0712  VERT ORDER      -  SECOND    CLASS 0
 NM0712
 NM0712.The horizontal coordinates were scaled from a map and have
 NM0712.an estimated accuracy of +/- 6 seconds.
 NM0712
 NM0712.The orthometric height was determined by differential leveling and
 NM0712.adjusted by the NATIONAL GEODETIC SURVEY
 NM0712.in June 1991.
 NM0712
 NM0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0712.GEOID18 height accuracy estimate available here.
 NM0712
 NM0712.Click photographs - Photos may exist for this station.
 NM0712
 NM0712.The dynamic height is computed by dividing the NAVD 88
 NM0712.geopotential number by the normal gravity value computed on the
 NM0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0712.degrees latitude (g = 980.6199 gals.).
 NM0712
 NM0712.The modeled gravity was interpolated from observed gravity values.
 NM0712
 NM0712;                    North         East    Units  Estimated Accuracy
 NM0712;SPC NE       -   275,380.      781,230.      MT  (+/- 180 meters Scaled)
 NM0712
 NM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM987818(NAD 83)
 NM0712
 NM0712                          SUPERSEDED SURVEY CONTROL
 NM0712
 NM0712  NGVD 29 (??/??/92)  409.543  (m)         1343.64   (f) ADJ UNCH    2 0
 NM0712
 NM0712.Superseded values are not recommended for survey control.
 NM0712
 NM0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0712.See file dsdata.pdf to determine how the superseded data were derived.
 NM0712
 NM0712_MARKER: DB = BENCH MARK DISK
 NM0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0712_STAMPING: C 238 1947
 NM0712_MARK LOGO: CGS
 NM0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0712+STABILITY: SURFACE MOTION
 NM0712
 NM0712  HISTORY     - Date     Condition        Report By
 NM0712  HISTORY     - 1947     MONUMENTED       CGS
 NM0712  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0712
 NM0712                          STATION DESCRIPTION
 NM0712
 NM0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0712'8 MI E FROM EMERSON.
 NM0712'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD STATION
 NM0712'AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 7.1 MILES TO A
 NM0712'DIRT CROSS ROAD WHERE THE POWER LINE CROSSES THE ROAD, 62.6
 NM0712'FEET WEST OF THE NORTH-SOUTH ROAD, 36.0 FEET WEST OF A POWER
 NM0712'POLE, 29.5 FEET SOUTH OF EAST-WEST ROAD, 1.0 FOOT NORTH OF A
 NM0712'BARBED WIRE FENCE, 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST
 NM0712'AND SET IN THE TOP OF A CONCRETE POST.
 NM0712
 NM0712                          STATION RECOVERY (1965)
 NM0712
 NM0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0712'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0725 ***********************************************************************
 NM0725  DESIGNATION -  C 239
 NM0725  PID         -  NM0725
 NM0725  STATE/COUNTY-  NE/THURSTON
 NM0725  COUNTRY     -  US
 NM0725  USGS QUAD   -  THURSTON (2017)
 NM0725
 NM0725                         *CURRENT SURVEY CONTROL
 NM0725  ______________________________________________________________________
 NM0725* NAD 83(1986) POSITION- 42 09 46.     (N) 096 38 53.     (W)   SCALED
 NM0725* NAVD 88 ORTHO HEIGHT -   461.974 (meters)     1515.66  (feet) ADJUSTED
 NM0725  ______________________________________________________________________
 NM0725  GEOID HEIGHT    -        -25.465 (meters)                     GEOID18
 NM0725  DYNAMIC HEIGHT  -        461.813 (meters)     1515.13  (feet) COMP
 NM0725  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 NM0725
 NM0725  VERT ORDER      -  SECOND    CLASS 0
 NM0725
 NM0725.The horizontal coordinates were scaled from a map and have
 NM0725.an estimated accuracy of +/- 6 seconds.
 NM0725
 NM0725.The orthometric height was determined by differential leveling and
 NM0725.adjusted by the NATIONAL GEODETIC SURVEY
 NM0725.in June 1991.
 NM0725
 NM0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0725.GEOID18 height accuracy estimate available here.
 NM0725
 NM0725.Click photographs - Photos may exist for this station.
 NM0725
 NM0725.The dynamic height is computed by dividing the NAVD 88
 NM0725.geopotential number by the normal gravity value computed on the
 NM0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0725.degrees latitude (g = 980.6199 gals.).
 NM0725
 NM0725.The modeled gravity was interpolated from observed gravity values.
 NM0725
 NM0725;                    North         East    Units  Estimated Accuracy
 NM0725;SPC NE       -   264,000.      776,860.      MT  (+/- 180 meters Scaled)
 NM0725
 NM0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM942705(NAD 83)
 NM0725
 NM0725                          SUPERSEDED SURVEY CONTROL
 NM0725
 NM0725  NGVD 29 (??/??/92)  461.817  (m)         1515.14   (f) ADJ UNCH    2 0
 NM0725
 NM0725.Superseded values are not recommended for survey control.
 NM0725
 NM0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0725.See file dsdata.pdf to determine how the superseded data were derived.
 NM0725
 NM0725_MARKER: DB = BENCH MARK DISK
 NM0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0725_STAMPING: C 239 1947
 NM0725_MARK LOGO: CGS
 NM0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0725+STABILITY: SURFACE MOTION
 NM0725
 NM0725  HISTORY     - Date     Condition        Report By
 NM0725  HISTORY     - 1947     MONUMENTED       CGS
 NM0725
 NM0725                          STATION DESCRIPTION
 NM0725
 NM0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0725'4 MI SE FROM THURSTON.
 NM0725'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT
 NM0725'THURSTON, THENCE 1.0 MILE SOUTH TO A DIRT CROSSROAD, THENCE
 NM0725'3.0 MILES EAST TO A DIRT CROSSROAD, 38.6 FEET NORTHWEST OF THE
 NM0725'CENTER LINE OF THE INTERSECTION, 29.4 FEET NORTH OF THE CENTER
 NM0725'LINE OF THE EAST-WEST ROAD, 24.3 FEET WEST OF THE CENTER LINE
 NM0725'OF THE NORTH-SOUTH ROAD, 4.9 FEET NORTH OF A POWER POLE, 2.0
 NM0725'FEET EAST OF A WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4 MARKER
 NM0725'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 NM0725'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0793 ***********************************************************************
 LH0793  DESIGNATION -  C 24 RESET
 LH0793  PID         -  LH0793
 LH0793  STATE/COUNTY-  NE/DAWSON
 LH0793  COUNTRY     -  US
 LH0793  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0793
 LH0793                         *CURRENT SURVEY CONTROL
 LH0793  ______________________________________________________________________
 LH0793* NAD 83(1986) POSITION- 40 43 44.     (N) 099 46 30.     (W)   SCALED
 LH0793* NAVD 88 ORTHO HEIGHT -   731.213 (meters)     2398.99  (feet) ADJUSTED
 LH0793  ______________________________________________________________________
 LH0793  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 LH0793  DYNAMIC HEIGHT  -        730.778 (meters)     2397.56  (feet) COMP
 LH0793  MODELED GRAVITY -    980,005.2   (mgal)                       NAVD 88
 LH0793
 LH0793  VERT ORDER      -  FIRST     CLASS II
 LH0793
 LH0793.The horizontal coordinates were scaled from a map and have
 LH0793.an estimated accuracy of +/- 6 seconds.
 LH0793
 LH0793.The orthometric height was determined by differential leveling and
 LH0793.adjusted by the NATIONAL GEODETIC SURVEY
 LH0793.in June 1991.
 LH0793
 LH0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0793.GEOID18 height accuracy estimate available here.
 LH0793
 LH0793.Click photographs - Photos may exist for this station.
 LH0793
 LH0793.The dynamic height is computed by dividing the NAVD 88
 LH0793.geopotential number by the normal gravity value computed on the
 LH0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0793.degrees latitude (g = 980.6199 gals.).
 LH0793
 LH0793.The modeled gravity was interpolated from observed gravity values.
 LH0793
 LH0793;                    North         East    Units  Estimated Accuracy
 LH0793;SPC NE       -    99,460.      519,000.      MT  (+/- 180 meters Scaled)
 LH0793
 LH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML345089(NAD 83)
 LH0793
 LH0793                          SUPERSEDED SURVEY CONTROL
 LH0793
 LH0793  NGVD 29 (02/14/92)  730.931  (m)         2398.06   (f) ADJUSTED    1 2
 LH0793
 LH0793.Superseded values are not recommended for survey control.
 LH0793
 LH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0793.See file dsdata.pdf to determine how the superseded data were derived.
 LH0793
 LH0793_MARKER: DB = BENCH MARK DISK
 LH0793_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LH0793_SP_SET: BRIDGE WINGWALL
 LH0793_STAMPING: C 24 RESET 1956
 LH0793_MARK LOGO: CGS
 LH0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0793
 LH0793  HISTORY     - Date     Condition        Report By
 LH0793  HISTORY     - 1956     MONUMENTED       NEDR
 LH0793  HISTORY     - 1986     GOOD             NGS
 LH0793  HISTORY     - 19930515 GOOD             NEDR
 LH0793
 LH0793                          STATION DESCRIPTION
 LH0793
 LH0793'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 LH0793'4.9 MI S FROM LEXINGTON.
 LH0793'4.9 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE UNION PACIFIC
 LH0793'RAILROAD CROSSING AT LEXINGTON, 16 FEET NORTH OF THE CENTERLINE
 LH0793'OF THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST WING OF A
 LH0793'CONCRETE BRIDGE.
 LH0793
 LH0793                          STATION RECOVERY (1986)
 LH0793
 LH0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0793'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM (4.7
 LH0793'MI) SOUTH ALONG US HIGHWAY 283 FROM THE OVERPASS BRIDGE OVER US
 LH0793'HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, IN TOP OF AND
 LH0793'1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST WINGWALL FOR
 LH0793'THE BRIDGE OVER THE PLATTE RIVER OVER-FLOW, 0.68 KM (0.42 MI) EAST OF
 LH0793'MILEPOST 53 AND 4.8 METERS (16 FT) NORTH OF THE HIGHWAY CENTERLINE.
 LH0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0793
 LH0793                          STATION RECOVERY (1993)
 LH0793
 LH0793'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (JQ)
 LH0793'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED DUE TO CONSTRUCTION.
 LH0793'SEE THE 1993 C 24 RESET MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7431 ***********************************************************************
 AA7431  DESIGNATION -  C 24 RESET
 AA7431  PID         -  AA7431
 AA7431  STATE/COUNTY-  NE/DAWSON
 AA7431  COUNTRY     -  US
 AA7431  USGS QUAD   -  JOHNSON LAKE (2017)
 AA7431
 AA7431                         *CURRENT SURVEY CONTROL
 AA7431  ______________________________________________________________________
 AA7431* NAD 83(1986) POSITION- 40 43 44.     (N) 099 46 30.     (W)   SCALED
 AA7431* NAVD 88 ORTHO HEIGHT -   731.91  (+/-2cm)     2401.3   (feet) VERTCON
 AA7431  ______________________________________________________________________
 AA7431  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 AA7431  VERT ORDER      -  THIRD (See Below)
 AA7431
 AA7431.The horizontal coordinates were scaled from a map and have
 AA7431.an estimated accuracy of +/- 6 seconds.
 AA7431
 AA7431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7431
 AA7431.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7431.GEOID18 height accuracy estimate available here.
 AA7431
 AA7431.The vertical order pertains to the NGVD 29 superseded value.
 AA7431
 AA7431.Click photographs - Photos may exist for this station.
 AA7431
 AA7431;                    North         East    Units  Estimated Accuracy
 AA7431;SPC NE       -    99,460.      519,000.      MT  (+/- 180 meters Scaled)
 AA7431
 AA7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML345089(NAD 83)
 AA7431
 AA7431                          SUPERSEDED SURVEY CONTROL
 AA7431
 AA7431  NGVD 29 (01/31/13)  731.63   (m)         2400.4    (f) RESET       3  
 AA7431
 AA7431.Superseded values are not recommended for survey control.
 AA7431
 AA7431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7431.See file dsdata.pdf to determine how the superseded data were derived.
 AA7431
 AA7431_MARKER: DV = VERTICAL CONTROL DISK
 AA7431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7431_SP_SET: BRIDGE BUTRESS
 AA7431_STAMPING: C 24 RESET 1993
 AA7431_MARK LOGO: NGS
 AA7431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7431
 AA7431  HISTORY     - Date     Condition        Report By
 AA7431  HISTORY     - 1993     MONUMENTED       NEDR
 AA7431  HISTORY     - 20040227 GOOD             NEDR
 AA7431
 AA7431                          STATION DESCRIPTION
 AA7431
 AA7431'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1993 (JQ)
 AA7431'TO REACH THE MARK FROM THE OVERPASS BRIDGE OF U.S.  HIGHWAY 283 OVER
 AA7431'U.S.  HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, AT LEXINGTON, GO
 AA7431'SOUTH ON HIGHWAY 283 FOR 7.5 KM (4.65 MI) TO THE MARK ON THE RIGHT,
 AA7431'SET INTO THE TOP OF THE NORTHWEST CORNER OF THE BUTRESS AND 22.5 FT
 AA7431'(6.9 M) WEST OF THE CENTERLINE OF THE BRIDGE OVER THE PLATTE RIVER
 AA7431'OVER-FLOW, AT HIGHWAY STATION 1164+49.
 AA7431
 AA7431                          STATION RECOVERY (2004)
 AA7431
 AA7431'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 AA7431'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0442 ***********************************************************************
 NM0442  DESIGNATION -  C 240
 NM0442  PID         -  NM0442
 NM0442  STATE/COUNTY-  NE/THURSTON
 NM0442  COUNTRY     -  US
 NM0442  USGS QUAD   -  ALBATON (2018)
 NM0442
 NM0442                         *CURRENT SURVEY CONTROL
 NM0442  ______________________________________________________________________
 NM0442* NAD 83(1986) POSITION- 42 10 50.     (N) 096 21 41.     (W)   SCALED
 NM0442* NAVD 88 ORTHO HEIGHT -   400.003 (meters)     1312.34  (feet) ADJUSTED
 NM0442  ______________________________________________________________________
 NM0442  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 NM0442  DYNAMIC HEIGHT  -        399.868 (meters)     1311.90  (feet) COMP
 NM0442  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 NM0442
 NM0442  VERT ORDER      -  SECOND    CLASS 0
 NM0442
 NM0442.The horizontal coordinates were scaled from a map and have
 NM0442.an estimated accuracy of +/- 6 seconds.
 NM0442
 NM0442.The orthometric height was determined by differential leveling and
 NM0442.adjusted by the NATIONAL GEODETIC SURVEY
 NM0442.in June 1991.
 NM0442
 NM0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0442.GEOID18 height accuracy estimate available here.
 NM0442
 NM0442.Click photographs - Photos may exist for this station.
 NM0442
 NM0442.The dynamic height is computed by dividing the NAVD 88
 NM0442.geopotential number by the normal gravity value computed on the
 NM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0442.degrees latitude (g = 980.6199 gals.).
 NM0442
 NM0442.The modeled gravity was interpolated from observed gravity values.
 NM0442
 NM0442;                    North         East    Units  Estimated Accuracy
 NM0442;SPC NE       -   266,930.      800,440.      MT  (+/- 180 meters Scaled)
 NM0442
 NM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM179731(NAD 83)
 NM0442
 NM0442                          SUPERSEDED SURVEY CONTROL
 NM0442
 NM0442  NGVD 29 (??/??/92)  399.852  (m)         1311.85   (f) ADJ UNCH    2 0
 NM0442
 NM0442.Superseded values are not recommended for survey control.
 NM0442
 NM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0442.See file dsdata.pdf to determine how the superseded data were derived.
 NM0442
 NM0442_MARKER: DB = BENCH MARK DISK
 NM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0442_STAMPING: C 240 1947
 NM0442_MARK LOGO: CGS
 NM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0442+STABILITY: SURFACE MOTION
 NM0442
 NM0442  HISTORY     - Date     Condition        Report By
 NM0442  HISTORY     - 1947     MONUMENTED       CGS
 NM0442
 NM0442                          STATION DESCRIPTION
 NM0442
 NM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0442'8 MI SE FROM WINNEBAGO.
 NM0442'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 73 E FROM THE JUNCTION
 NM0442'WITH U.S. HIGHWAY NO. 77 AT WINNEBAGO, THENCE EAST 2.0 MILES
 NM0442'ALONG A DIRT ROAD FROM THE DISTRICT NO. 35 SCHOOL, THENCE NORTH
 NM0442'0.2 MILE ALONG A NARROW UNIMPROVED ROAD, 1.1 MILES SOUTH OF BENCH
 NM0442'MARK B 240, AT A GRADUAL CURVE IN THE ROAD, 33.4 FEET
 NM0442'SOUTHEAST OF THE CENTER OF THE ROAD, 14.1 FEET SOUTH OF AN
 NM0442'OAK TREE 1.0 FOOT IN DIAMETER, 5.0 FEET ABOVE THE ROAD LEVEL,
 NM0442'2.0 FEET NORTHEAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0442'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0338 ***********************************************************************
 MK0338  DESIGNATION -  C 241
 MK0338  PID         -  MK0338
 MK0338  STATE/COUNTY-  NE/BURT
 MK0338  COUNTRY     -  US
 MK0338  USGS QUAD   -  TEKAMAH (2017)
 MK0338
 MK0338                         *CURRENT SURVEY CONTROL
 MK0338  ______________________________________________________________________
 MK0338* NAD 83(1986) POSITION- 41 46 40.     (N) 096 12 04.     (W)   SCALED
 MK0338* NAVD 88 ORTHO HEIGHT -   314.052 (meters)     1030.35  (feet) ADJUSTED
 MK0338  ______________________________________________________________________
 MK0338  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 MK0338  DYNAMIC HEIGHT  -        313.929 (meters)     1029.95  (feet) COMP
 MK0338  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 MK0338
 MK0338  VERT ORDER      -  SECOND    CLASS 0
 MK0338
 MK0338.The horizontal coordinates were scaled from a map and have
 MK0338.an estimated accuracy of +/- 6 seconds.
 MK0338
 MK0338.The orthometric height was determined by differential leveling and
 MK0338.adjusted by the NATIONAL GEODETIC SURVEY
 MK0338.in June 1991.
 MK0338
 MK0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0338.GEOID18 height accuracy estimate available here.
 MK0338
 MK0338.Click photographs - Photos may exist for this station.
 MK0338
 MK0338.The dynamic height is computed by dividing the NAVD 88
 MK0338.geopotential number by the normal gravity value computed on the
 MK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0338.degrees latitude (g = 980.6199 gals.).
 MK0338
 MK0338.The modeled gravity was interpolated from observed gravity values.
 MK0338
 MK0338;                    North         East    Units  Estimated Accuracy
 MK0338;SPC NE       -   222,820.      815,630.      MT  (+/- 180 meters Scaled)
 MK0338
 MK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM326288(NAD 83)
 MK0338
 MK0338                          SUPERSEDED SURVEY CONTROL
 MK0338
 MK0338  NGVD 29 (??/??/92)  313.914  (m)         1029.90   (f) ADJ UNCH    2 0
 MK0338
 MK0338.Superseded values are not recommended for survey control.
 MK0338
 MK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0338.See file dsdata.pdf to determine how the superseded data were derived.
 MK0338
 MK0338_MARKER: DB = BENCH MARK DISK
 MK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0338_STAMPING: C 241 1947
 MK0338_MARK LOGO: CGS
 MK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0338+STABILITY: SURFACE MOTION
 MK0338
 MK0338  HISTORY     - Date     Condition        Report By
 MK0338  HISTORY     - 1947     MONUMENTED       CGS
 MK0338  HISTORY     - 1974     GOOD             LOCSUR
 MK0338
 MK0338                          STATION DESCRIPTION
 MK0338
 MK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0338'1 MI E FROM TEKAMAH.
 MK0338'1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0338'TEKAMAH, AT A PRIVATE DRIVE-WAY LEADING NORTH TO A FARM HOUSE,
 MK0338'0.3 MILE EAST OF A STEEL BRIDGE OVER A DRAINAGE DITCH, 51.8
 MK0338'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION
 MK0338'OF A BARN, 41.0 FEET NORTH OF THE CENTER OF THE ROAD, 31.0
 MK0338'FEET EAST OF THE CENTER OF THE PRIVATE DRIVE-WAY, 3.5 FEET
 MK0338'NORTHEAST OF A 2-FOOT ELM TREE, 2.0 FEET NORTH OF A REFERENCE
 MK0338'POST, 1.6 FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE, SET
 MK0338'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD
 MK0338'AND PROJECTING 0.2 FOOT.
 MK0338
 MK0338                          STATION RECOVERY (1974)
 MK0338
 MK0338'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0288 ***********************************************************************
 MK0288  DESIGNATION -  C 242
 MK0288  PID         -  MK0288
 MK0288  STATE/COUNTY-  NE/BURT
 MK0288  COUNTRY     -  US
 MK0288  USGS QUAD   -  BERTHA (2017)
 MK0288
 MK0288                         *CURRENT SURVEY CONTROL
 MK0288  ______________________________________________________________________
 MK0288* NAD 83(1986) POSITION- 41 59 20.     (N) 096 16 11.     (W)   SCALED
 MK0288* NAVD 88 ORTHO HEIGHT -   340.683 (meters)     1117.72  (feet) ADJUSTED
 MK0288  ______________________________________________________________________
 MK0288  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 MK0288  DYNAMIC HEIGHT  -        340.562 (meters)     1117.33  (feet) COMP
 MK0288  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 MK0288
 MK0288  VERT ORDER      -  SECOND    CLASS 0
 MK0288
 MK0288.The horizontal coordinates were scaled from a map and have
 MK0288.an estimated accuracy of +/- 6 seconds.
 MK0288
 MK0288.The orthometric height was determined by differential leveling and
 MK0288.adjusted by the NATIONAL GEODETIC SURVEY
 MK0288.in June 1991.
 MK0288
 MK0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0288.GEOID18 height accuracy estimate available here.
 MK0288
 MK0288.Click photographs - Photos may exist for this station.
 MK0288
 MK0288.The dynamic height is computed by dividing the NAVD 88
 MK0288.geopotential number by the normal gravity value computed on the
 MK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0288.degrees latitude (g = 980.6199 gals.).
 MK0288
 MK0288.The modeled gravity was interpolated from observed gravity values.
 MK0288
 MK0288;                    North         East    Units  Estimated Accuracy
 MK0288;SPC NE       -   245,990.      808,920.      MT  (+/- 180 meters Scaled)
 MK0288
 MK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM261521(NAD 83)
 MK0288
 MK0288                          SUPERSEDED SURVEY CONTROL
 MK0288
 MK0288  NGVD 29 (??/??/92)  340.538  (m)         1117.25   (f) ADJ UNCH    2 0
 MK0288
 MK0288.Superseded values are not recommended for survey control.
 MK0288
 MK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0288.See file dsdata.pdf to determine how the superseded data were derived.
 MK0288
 MK0288_MARKER: DB = BENCH MARK DISK
 MK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0288_STAMPING: C 242 1947
 MK0288_MARK LOGO: CGS
 MK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0288+STABILITY: SURFACE MOTION
 MK0288
 MK0288  HISTORY     - Date     Condition        Report By
 MK0288  HISTORY     - 1947     MONUMENTED       CGS
 MK0288  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0288
 MK0288                          STATION DESCRIPTION
 MK0288
 MK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0288'2.5 MI SW FROM DECATUR.
 MK0288'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0288'AT DECATUR, THENCE 1.2 MILE WEST ALONG STATE HIGHWAY NO. 118, AT
 MK0288'THE JUNCTION OF A GRAVEL ROAD LEADING WEST AND AT A POINT WHERE
 MK0288'THE HIGHWAY TURNS SOUTH, 44.0 FEET SOUTH OF THE CENTER OF THE
 MK0288'ROAD LEADING WEST, 44.0 FEET NORTHWEST OF THE CENTER OF THE
 MK0288'HIGHWAY, 22.0 FEET SOUTH OF TELEPHONE POLE NO. 310/1, 9.0 FEET
 MK0288'SOUTH OF A 1 1/2-FOOT WALNUT TREE, 2.0 FEET SOUTH OF A REFERENCE
 MK0288'POST, 1.0 FOOT WEST OF THE WEST RIGHT OF WAY FENCE, SET IN A
 MK0288'CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0288'PROJECTING 0.2 FOOT.
 MK0288
 MK0288                          STATION RECOVERY (1965)
 MK0288
 MK0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0627 ***********************************************************************
 MK0627  DESIGNATION -  C 243
 MK0627  PID         -  MK0627
 MK0627  STATE/COUNTY-  NE/DOUGLAS
 MK0627  COUNTRY     -  US
 MK0627  USGS QUAD   -  ELKHORN (2017)
 MK0627
 MK0627                         *CURRENT SURVEY CONTROL
 MK0627  ______________________________________________________________________
 MK0627* NAD 83(1986) POSITION- 41 20 47.64   (N) 096 10 24.81   (W)   HD_HELD1
 MK0627* NAVD 88 ORTHO HEIGHT -   346.153 (meters)     1135.67  (feet) ADJUSTED
 MK0627  ______________________________________________________________________
 MK0627  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 MK0627  DYNAMIC HEIGHT  -        345.993 (meters)     1135.15  (feet) COMP
 MK0627  MODELED GRAVITY -    980,153.2   (mgal)                       NAVD 88
 MK0627
 MK0627  VERT ORDER      -  SECOND    CLASS 0
 MK0627
 MK0627.The horizontal coordinates were determined by differentially corrected
 MK0627.hand held GPS observations or other comparable positioning techniques
 MK0627.and have an estimated accuracy of +/- 3 meters.
 MK0627
 MK0627.The orthometric height was determined by differential leveling and
 MK0627.adjusted by the NATIONAL GEODETIC SURVEY
 MK0627.in June 1991.
 MK0627
 MK0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0627.GEOID18 height accuracy estimate available here.
 MK0627
 MK0627.Click photographs - Photos may exist for this station.
 MK0627
 MK0627.The dynamic height is computed by dividing the NAVD 88
 MK0627.geopotential number by the normal gravity value computed on the
 MK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0627.degrees latitude (g = 980.6199 gals.).
 MK0627
 MK0627.The modeled gravity was interpolated from observed gravity values.
 MK0627
 MK0627;                    North         East    Units  Estimated Accuracy
 MK0627;SPC NE       -   175,090.3     820,033.6     MT  (+/- 3 meters HH1 GPS) 
 MK0627
 MK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3647081085(NAD 83)
 MK0627
 MK0627                          SUPERSEDED SURVEY CONTROL
 MK0627
 MK0627  NGVD 29 (??/??/92)  346.019  (m)         1135.23   (f) ADJ UNCH    2 0
 MK0627
 MK0627.Superseded values are not recommended for survey control.
 MK0627
 MK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0627.See file dsdata.pdf to determine how the superseded data were derived.
 MK0627
 MK0627_MARKER: DB = BENCH MARK DISK
 MK0627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0627_SP_SET: CULVERT HEADWALL
 MK0627_STAMPING: C 243 1947
 MK0627_MARK LOGO: CGS
 MK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0627+STABILITY: SURFACE MOTION
 MK0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0627+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2016
 MK0627
 MK0627  HISTORY     - Date     Condition        Report By
 MK0627  HISTORY     - 1947     MONUMENTED       CGS
 MK0627  HISTORY     - 1976     GOOD             LOCSUR
 MK0627  HISTORY     - 20110118 GOOD             INDIV
 MK0627  HISTORY     - 20160715 GOOD             THOMDD
 MK0627
 MK0627                          STATION DESCRIPTION
 MK0627
 MK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0627'5.8 MI SE FROM ELK CITY.
 MK0627'5.85 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0627'SCHOOL AT ELK CITY, AT THE CROSSING OF A CREEK, 35.5 FEET
 MK0627'SOUTHWEST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF AND 1.0
 MK0627'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL
 MK0627'OF A 10 X 10-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 6
 MK0627'FEET BELOW THE HIGHWAY.
 MK0627
 MK0627                          STATION RECOVERY (1976)
 MK0627
 MK0627'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0627'RECOVERED IN GOOD CONDITION.
 MK0627
 MK0627                          STATION RECOVERY (2011)
 MK0627
 MK0627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0627'RECOVERED IN GOOD CONDITION.
 MK0627
 MK0627                          STATION RECOVERY (2016)
 MK0627
 MK0627'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (MTC)
 MK0627'APPROXIMATELY 36 FT SOUTH OF CENTERLINE OF MILITARY ROAD AND 6.5 FT
 MK0627'BELOW ROAD SURFACE. LOCAL RTK IS LAT 41D20M47.567 LON 96D10M24.769.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0690 ***********************************************************************
 MJ0690  DESIGNATION -  C 244
 MJ0690  PID         -  MJ0690
 MJ0690  STATE/COUNTY-  NE/SARPY
 MJ0690  COUNTRY     -  US
 MJ0690  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0690
 MJ0690                         *CURRENT SURVEY CONTROL
 MJ0690  ______________________________________________________________________
 MJ0690* NAD 83(1986) POSITION- 41 03 48.     (N) 095 55 39.     (W)   SCALED
 MJ0690* NAVD 88 ORTHO HEIGHT -   295.197 (meters)      968.49  (feet) ADJUSTED
 MJ0690  ______________________________________________________________________
 MJ0690  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 MJ0690  DYNAMIC HEIGHT  -        295.077 (meters)      968.10  (feet) COMP
 MJ0690  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 MJ0690
 MJ0690  VERT ORDER      -  SECOND    CLASS 0
 MJ0690
 MJ0690.The horizontal coordinates were scaled from a map and have
 MJ0690.an estimated accuracy of +/- 6 seconds.
 MJ0690
 MJ0690.The orthometric height was determined by differential leveling and
 MJ0690.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0690.in June 1991.
 MJ0690
 MJ0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0690.GEOID18 height accuracy estimate available here.
 MJ0690
 MJ0690.Click photographs - Photos may exist for this station.
 MJ0690
 MJ0690.The dynamic height is computed by dividing the NAVD 88
 MJ0690.geopotential number by the normal gravity value computed on the
 MJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0690.degrees latitude (g = 980.6199 gals.).
 MJ0690
 MJ0690.The modeled gravity was interpolated from observed gravity values.
 MJ0690
 MJ0690;                    North         East    Units  Estimated Accuracy
 MJ0690;SPC NE       -   144,620.      842,080.      MT  (+/- 180 meters Scaled)
 MJ0690
 MJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540499(NAD 83)
 MJ0690
 MJ0690                          SUPERSEDED SURVEY CONTROL
 MJ0690
 MJ0690  NGVD 29 (??/??/92)  295.107  (m)          968.20   (f) ADJ UNCH    2 0
 MJ0690
 MJ0690.Superseded values are not recommended for survey control.
 MJ0690
 MJ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0690.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0690
 MJ0690_MARKER: DB = BENCH MARK DISK
 MJ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0690_STAMPING: C 244 1947
 MJ0690_MARK LOGO: CGS
 MJ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0690+STABILITY: SURFACE MOTION
 MJ0690
 MJ0690  HISTORY     - Date     Condition        Report By
 MJ0690  HISTORY     - 1947     MONUMENTED       CGS
 MJ0690  HISTORY     - 1950     GOOD             CGS
 MJ0690
 MJ0690                          STATION DESCRIPTION
 MJ0690
 MJ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0690'4.4 MI N FROM PLATTSMOUTH.
 MJ0690'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0690'PLATTSMOUTH, THENCE 4.4 MILES NORTH ALONG U.S. HIGHWAYS 75 AND
 MJ0690'73, 65.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 46.0 FEET
 MJ0690'NORTH OF THE CENTER LINE OF A ROAD LEADING EAST TO SOKOL PARK,
 MJ0690'38.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST TO
 MJ0690'20 CLUB PARK, 25.0 FEET WEST OF A FENCE, 3.0 FEET NORTH OF A
 MJ0690'4X4 MARKER POST, ACROSS THE HIGHWAY FROM THE LYMAN RICHEY SAND
 MJ0690'AND GRAVEL PLANT, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0690'PROJECTS 8 INCHES ABOVE THE GROUND.
 MJ0690
 MJ0690                          STATION RECOVERY (1950)
 MJ0690
 MJ0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MJ0690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0387 ***********************************************************************
 MK0387  DESIGNATION -  C 245
 MK0387  PID         -  MK0387
 MK0387  STATE/COUNTY-  NE/WASHINGTON
 MK0387  COUNTRY     -  US
 MK0387  USGS QUAD   -  HERMAN (2017)
 MK0387
 MK0387                         *CURRENT SURVEY CONTROL
 MK0387  ______________________________________________________________________
 MK0387* NAD 83(1986) POSITION- 41 40 33.     (N) 096 13 58.     (W)   SCALED
 MK0387* NAVD 88 ORTHO HEIGHT -   327.834 (meters)     1075.57  (feet) ADJUSTED
 MK0387  ______________________________________________________________________
 MK0387  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 MK0387  DYNAMIC HEIGHT  -        327.698 (meters)     1075.12  (feet) COMP
 MK0387  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 MK0387
 MK0387  VERT ORDER      -  SECOND    CLASS 0
 MK0387
 MK0387.The horizontal coordinates were scaled from a map and have
 MK0387.an estimated accuracy of +/- 6 seconds.
 MK0387
 MK0387.The orthometric height was determined by differential leveling and
 MK0387.adjusted by the NATIONAL GEODETIC SURVEY
 MK0387.in June 1991.
 MK0387
 MK0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0387.GEOID18 height accuracy estimate available here.
 MK0387
 MK0387.Click photographs - Photos may exist for this station.
 MK0387
 MK0387.The dynamic height is computed by dividing the NAVD 88
 MK0387.geopotential number by the normal gravity value computed on the
 MK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0387.degrees latitude (g = 980.6199 gals.).
 MK0387
 MK0387.The modeled gravity was interpolated from observed gravity values.
 MK0387
 MK0387;                    North         East    Units  Estimated Accuracy
 MK0387;SPC NE       -   211,400.      813,490.      MT  (+/- 180 meters Scaled)
 MK0387
 MK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM303174(NAD 83)
 MK0387
 MK0387                          SUPERSEDED SURVEY CONTROL
 MK0387
 MK0387  NGVD 29 (??/??/92)  327.693  (m)         1075.11   (f) ADJ UNCH    2 0
 MK0387
 MK0387.Superseded values are not recommended for survey control.
 MK0387
 MK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0387.See file dsdata.pdf to determine how the superseded data were derived.
 MK0387
 MK0387_MARKER: DB = BENCH MARK DISK
 MK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0387_STAMPING: C 245 1947
 MK0387_MARK LOGO: CGS
 MK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0387+STABILITY: SURFACE MOTION
 MK0387
 MK0387  HISTORY     - Date     Condition        Report By
 MK0387  HISTORY     - 1947     MONUMENTED       CGS
 MK0387  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0387
 MK0387                          STATION DESCRIPTION
 MK0387
 MK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0387'1 MI W FROM HERMAN.
 MK0387'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 AND 0.85 MILE WEST
 MK0387'ALONG STATE HIGHWAY NO. 31 FROM THE POST OFFICE AT HERMAN,
 MK0387'170.0 FEET WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 72.0
 MK0387'FEET SOUTH SOUTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE
 MK0387'POLE NO. 1630, 31.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MK0387'2.3 FEET EAST OF A REFERENCE POST, 0.9 FOOT NORTH OF THE SOUTH
 MK0387'RIGHT OF WAY FENCE, SET IN A CONCRETE POST IN LINE WITH THE
 MK0387'CENTER OF THE EAST OF THE Y AT THE JUNCTION OF A GRAVEL ROAD
 MK0387'LEADING NORTHWEST, ABOUT THE SAME ELEVATION AS THE HIGHWAY
 MK0387'AND PROJECTING 0.3 FOOT.
 MK0387
 MK0387                          STATION RECOVERY (1965)
 MK0387
 MK0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0462 ***********************************************************************
 MK0462  DESIGNATION -  C 246
 MK0462  PID         -  MK0462
 MK0462  STATE/COUNTY-  NE/BURT
 MK0462  COUNTRY     -  US
 MK0462  USGS QUAD   -  TEKAMAH NW (2017)
 MK0462
 MK0462                         *CURRENT SURVEY CONTROL
 MK0462  ______________________________________________________________________
 MK0462* NAD 83(1986) POSITION- 41 59 49.     (N) 096 14 54.     (W)   SCALED
 MK0462* NAVD 88 ORTHO HEIGHT -   324.725 (meters)     1065.37  (feet) ADJUSTED
 MK0462  ______________________________________________________________________
 MK0462  GEOID HEIGHT    -        -26.634 (meters)                     GEOID18
 MK0462  DYNAMIC HEIGHT  -        324.610 (meters)     1064.99  (feet) COMP
 MK0462  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 MK0462
 MK0462  VERT ORDER      -  SECOND    CLASS 0
 MK0462
 MK0462.The horizontal coordinates were scaled from a map and have
 MK0462.an estimated accuracy of +/- 6 seconds.
 MK0462
 MK0462.The orthometric height was determined by differential leveling and
 MK0462.adjusted by the NATIONAL GEODETIC SURVEY
 MK0462.in June 1991.
 MK0462
 MK0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0462.GEOID18 height accuracy estimate available here.
 MK0462
 MK0462.Click photographs - Photos may exist for this station.
 MK0462
 MK0462.The dynamic height is computed by dividing the NAVD 88
 MK0462.geopotential number by the normal gravity value computed on the
 MK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0462.degrees latitude (g = 980.6199 gals.).
 MK0462
 MK0462.The modeled gravity was interpolated from observed gravity values.
 MK0462
 MK0462;                    North         East    Units  Estimated Accuracy
 MK0462;SPC NE       -   246,960.      810,650.      MT  (+/- 180 meters Scaled)
 MK0462
 MK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM279531(NAD 83)
 MK0462
 MK0462                          SUPERSEDED SURVEY CONTROL
 MK0462
 MK0462  NGVD 29 (??/??/92)  324.581  (m)         1064.90   (f) ADJ UNCH    2 0
 MK0462
 MK0462.Superseded values are not recommended for survey control.
 MK0462
 MK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0462.See file dsdata.pdf to determine how the superseded data were derived.
 MK0462
 MK0462_MARKER: DB = BENCH MARK DISK
 MK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0462_STAMPING: C 246 1947
 MK0462_MARK LOGO: CGS
 MK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0462+STABILITY: SURFACE MOTION
 MK0462
 MK0462  HISTORY     - Date     Condition        Report By
 MK0462  HISTORY     - 1947     MONUMENTED       CGS
 MK0462
 MK0462                          STATION DESCRIPTION
 MK0462
 MK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0462'1 MI S FROM DECATUR.
 MK0462'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0462'AT DECATUR, AT THE EAGLETON AIR FIELD, 0.1 MILE WEST OF THE
 MK0462'HIGHWAY, 133.0 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE GATE,
 MK0462'111.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HANGAR,
 MK0462'15.0 FEET WEST OF A NORTH-SOUTH NET WIRE FENCE, 4.5 FEET SOUTH
 MK0462'OF A POWER LINE POLE, 1.3 FOOT NORTH OF A REFERENCE POST, SET IN
 MK0462'A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0423 ***********************************************************************
 MK0423  DESIGNATION -  C 247
 MK0423  PID         -  MK0423
 MK0423  STATE/COUNTY-  NE/WASHINGTON
 MK0423  COUNTRY     -  US
 MK0423  USGS QUAD   -  ORUM (2017)
 MK0423
 MK0423                         *CURRENT SURVEY CONTROL
 MK0423  ______________________________________________________________________
 MK0423* NAD 83(1986) POSITION- 41 32 43.     (N) 096 16 15.     (W)   SCALED
 MK0423* NAVD 88 ORTHO HEIGHT -   403.687 (meters)     1324.43  (feet) ADJUSTED
 MK0423  ______________________________________________________________________
 MK0423  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 MK0423  DYNAMIC HEIGHT  -        403.504 (meters)     1323.83  (feet) COMP
 MK0423  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 MK0423
 MK0423  VERT ORDER      -  SECOND    CLASS 0
 MK0423
 MK0423.The horizontal coordinates were scaled from a map and have
 MK0423.an estimated accuracy of +/- 6 seconds.
 MK0423
 MK0423.The orthometric height was determined by differential leveling and
 MK0423.adjusted by the NATIONAL GEODETIC SURVEY
 MK0423.in June 1991.
 MK0423
 MK0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0423.GEOID18 height accuracy estimate available here.
 MK0423
 MK0423.Click photographs - Photos may exist for this station.
 MK0423
 MK0423.The dynamic height is computed by dividing the NAVD 88
 MK0423.geopotential number by the normal gravity value computed on the
 MK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0423.degrees latitude (g = 980.6199 gals.).
 MK0423
 MK0423.The modeled gravity was interpolated from observed gravity values.
 MK0423
 MK0423;                    North         East    Units  Estimated Accuracy
 MK0423;SPC NE       -   196,780.      810,950.      MT  (+/- 180 meters Scaled)
 MK0423
 MK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM276028(NAD 83)
 MK0423
 MK0423                          SUPERSEDED SURVEY CONTROL
 MK0423
 MK0423  NGVD 29 (??/??/92)  403.539  (m)         1323.94   (f) ADJ UNCH    2 0
 MK0423
 MK0423.Superseded values are not recommended for survey control.
 MK0423
 MK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0423.See file dsdata.pdf to determine how the superseded data were derived.
 MK0423
 MK0423_MARKER: DB = BENCH MARK DISK
 MK0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0423_STAMPING: C 247 1947
 MK0423_MARK LOGO: CGS
 MK0423_PROJECTION: FLUSH
 MK0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0423+STABILITY: SURFACE MOTION
 MK0423
 MK0423  HISTORY     - Date     Condition        Report By
 MK0423  HISTORY     - 1947     MONUMENTED       CGS
 MK0423
 MK0423                          STATION DESCRIPTION
 MK0423
 MK0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0423'AT ORUM.
 MK0423'AT ORUM, ALONG THE NORTH SIDE OF THE YARD AROUND THE SCHOOL,
 MK0423'140.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH SECTION OF
 MK0423'STATE HIGHWAY NO. 91 (THIS POINT IS ALSO IN WITH THE CENTER OF
 MK0423'A GRAVEL ROAD LEADING NORTH), 58.6 FEET NORTH OF THE NORTHWEST
 MK0423'CORNER OF THE SCHOOL BUILDING, 32.0 FEET SOUTH OF THE CENTER
 MK0423'OF THE EAST-WEST SECTION OF STATE HIGHWAY NO. 91, 7.5 FEET EAST
 MK0423'OF THE EAST SIDE OF A 2 1/2-FOOT ELDER TREE, 1.8 FOOT WEST OF A
 MK0423'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0423'AS THE HIGHWAY AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0546 ***********************************************************************
 NM0546  DESIGNATION -  C 249
 NM0546  PID         -  NM0546
 NM0546  STATE/COUNTY-  NE/BURT
 NM0546  COUNTRY     -  US
 NM0546  USGS QUAD   -  WALTHILL SW (2017)
 NM0546
 NM0546                         *CURRENT SURVEY CONTROL
 NM0546  ______________________________________________________________________
 NM0546* NAD 83(1986) POSITION- 42 01 01.     (N) 096 24 19.     (W)   SCALED
 NM0546* NAVD 88 ORTHO HEIGHT -   401.096 (meters)     1315.93  (feet) ADJUSTED
 NM0546  ______________________________________________________________________
 NM0546  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 NM0546  DYNAMIC HEIGHT  -        400.954 (meters)     1315.46  (feet) COMP
 NM0546  MODELED GRAVITY -    980,255.9   (mgal)                       NAVD 88
 NM0546
 NM0546  VERT ORDER      -  SECOND    CLASS 0
 NM0546
 NM0546.The horizontal coordinates were scaled from a map and have
 NM0546.an estimated accuracy of +/- 6 seconds.
 NM0546
 NM0546.The orthometric height was determined by differential leveling and
 NM0546.adjusted by the NATIONAL GEODETIC SURVEY
 NM0546.in June 1991.
 NM0546
 NM0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0546.GEOID18 height accuracy estimate available here.
 NM0546
 NM0546.Click photographs - Photos may exist for this station.
 NM0546
 NM0546.The dynamic height is computed by dividing the NAVD 88
 NM0546.geopotential number by the normal gravity value computed on the
 NM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0546.degrees latitude (g = 980.6199 gals.).
 NM0546
 NM0546.The modeled gravity was interpolated from observed gravity values.
 NM0546
 NM0546;                    North         East    Units  Estimated Accuracy
 NM0546;SPC NE       -   248,630.      797,570.      MT  (+/- 180 meters Scaled)
 NM0546
 NM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM148549(NAD 83)
 NM0546
 NM0546                          SUPERSEDED SURVEY CONTROL
 NM0546
 NM0546  NGVD 29 (??/??/92)  400.949  (m)         1315.45   (f) ADJ UNCH    2 0
 NM0546
 NM0546.Superseded values are not recommended for survey control.
 NM0546
 NM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0546.See file dsdata.pdf to determine how the superseded data were derived.
 NM0546
 NM0546_MARKER: DB = BENCH MARK DISK
 NM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0546_STAMPING: C 249 1947
 NM0546_MARK LOGO: CGS
 NM0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0546+STABILITY: SURFACE MOTION
 NM0546
 NM0546  HISTORY     - Date     Condition        Report By
 NM0546  HISTORY     - 1947     MONUMENTED       CGS
 NM0546  HISTORY     - 19910703 GOOD             NEDR
 NM0546
 NM0546                          STATION DESCRIPTION
 NM0546
 NM0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0546'8 MI SE FROM ROSALIE.
 NM0546'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0546'THENCE EAST 5.5 MILES ALONG A DIRT AND GRAVEL ROAD, THENCE SOUTH
 NM0546'2.0 MILES ALONG A DIRT ROAD, AT A DIRT CROSS ROAD, 37.5 FEET
 NM0546'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 27.0 FEET SOUTH OF
 NM0546'THE CENTER OF THE EAST-WEST ROAD, 7.3 FEET NORTHWEST OF A TELEPHONE
 NM0546'POLE, 5.8 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A WIRE
 NM0546'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0546'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0546
 NM0546                          STATION RECOVERY (1991)
 NM0546
 NM0546'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 NM0546'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0729 ***********************************************************************
 LH0729  DESIGNATION -  C 25
 LH0729  PID         -  LH0729
 LH0729  STATE/COUNTY-  NE/FURNAS
 LH0729  COUNTRY     -  US
 LH0729  USGS QUAD   -  HENDLEY (2017)
 LH0729
 LH0729                         *CURRENT SURVEY CONTROL
 LH0729  ______________________________________________________________________
 LH0729* NAD 83(1986) POSITION- 40 08 44.     (N) 099 53 40.     (W)   SCALED
 LH0729* NAVD 88 ORTHO HEIGHT -   701.446 (meters)     2301.33  (feet) ADJUSTED
 LH0729  ______________________________________________________________________
 LH0729  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 LH0729  DYNAMIC HEIGHT  -        700.997 (meters)     2299.85  (feet) COMP
 LH0729  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 LH0729
 LH0729  VERT ORDER      -  FIRST     CLASS II
 LH0729
 LH0729.The horizontal coordinates were scaled from a map and have
 LH0729.an estimated accuracy of +/- 6 seconds.
 LH0729
 LH0729.The orthometric height was determined by differential leveling and
 LH0729.adjusted by the NATIONAL GEODETIC SURVEY
 LH0729.in June 1991.
 LH0729
 LH0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0729.GEOID18 height accuracy estimate available here.
 LH0729
 LH0729.Click photographs - Photos may exist for this station.
 LH0729
 LH0729.The dynamic height is computed by dividing the NAVD 88
 LH0729.geopotential number by the normal gravity value computed on the
 LH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0729.degrees latitude (g = 980.6199 gals.).
 LH0729
 LH0729.The modeled gravity was interpolated from observed gravity values.
 LH0729
 LH0729;                    North         East    Units  Estimated Accuracy
 LH0729;SPC NE       -    34,670.      508,990.      MT  (+/- 180 meters Scaled)
 LH0729
 LH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238442(NAD 83)
 LH0729
 LH0729                          SUPERSEDED SURVEY CONTROL
 LH0729
 LH0729  NGVD 29 (??/??/92)  701.168  (m)         2300.42   (f) ADJ UNCH    1 2
 LH0729
 LH0729.Superseded values are not recommended for survey control.
 LH0729
 LH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0729.See file dsdata.pdf to determine how the superseded data were derived.
 LH0729
 LH0729_MARKER: DB = BENCH MARK DISK
 LH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0729_STAMPING: C 25 1933
 LH0729_MARK LOGO: CGS
 LH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0729+STABILITY: SURFACE MOTION
 LH0729
 LH0729  HISTORY     - Date     Condition        Report By
 LH0729  HISTORY     - 1933     MONUMENTED       CGS
 LH0729  HISTORY     - 1941     GOOD             CGS
 LH0729
 LH0729                          STATION DESCRIPTION
 LH0729
 LH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0729'10.8 MI S FROM ARAPAHOE.
 LH0729'LOCATED 10.8 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0729'AT ARAPAHOE, 35 FT. NORTH OF CENTER OF SECTION ROAD THAT
 LH0729'RUNS WEST, 30 FT. WEST OF CENTER OF HIGHWAY, 5 FT. NORTH OF
 LH0729'CORNER OF BARN YARD FENCE.  STANDARD TABLET SET IN TOP OF
 LH0729'CONCRETE POST 6 IN HIGH.
 LH0729
 LH0729                          STATION RECOVERY (1941)
 LH0729
 LH0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0730 ***********************************************************************
 LH0730  DESIGNATION -  C 25 RESET
 LH0730  PID         -  LH0730
 LH0730  STATE/COUNTY-  NE/FURNAS
 LH0730  COUNTRY     -  US
 LH0730  USGS QUAD   -  HENDLEY (2017)
 LH0730
 LH0730                         *CURRENT SURVEY CONTROL
 LH0730  ______________________________________________________________________
 LH0730* NAD 83(1986) POSITION- 40 08 44.     (N) 099 53 40.     (W)   SCALED
 LH0730* NAVD 88 ORTHO HEIGHT -   701.229 (meters)     2300.62  (feet) ADJUSTED
 LH0730  ______________________________________________________________________
 LH0730  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 LH0730  DYNAMIC HEIGHT  -        700.780 (meters)     2299.14  (feet) COMP
 LH0730  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 LH0730
 LH0730  VERT ORDER      -  FIRST     CLASS II
 LH0730
 LH0730.The horizontal coordinates were scaled from a map and have
 LH0730.an estimated accuracy of +/- 6 seconds.
 LH0730
 LH0730.The orthometric height was determined by differential leveling and
 LH0730.adjusted by the NATIONAL GEODETIC SURVEY
 LH0730.in June 1991.
 LH0730
 LH0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0730.GEOID18 height accuracy estimate available here.
 LH0730
 LH0730.Click photographs - Photos may exist for this station.
 LH0730
 LH0730.The dynamic height is computed by dividing the NAVD 88
 LH0730.geopotential number by the normal gravity value computed on the
 LH0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0730.degrees latitude (g = 980.6199 gals.).
 LH0730
 LH0730.The modeled gravity was interpolated from observed gravity values.
 LH0730
 LH0730;                    North         East    Units  Estimated Accuracy
 LH0730;SPC NE       -    34,670.      508,990.      MT  (+/- 180 meters Scaled)
 LH0730
 LH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238442(NAD 83)
 LH0730
 LH0730                          SUPERSEDED SURVEY CONTROL
 LH0730
 LH0730  NGVD 29 (??/??/??)  700.93   (m)         2299.6    (f) RESET       3  
 LH0730  NGVD 29 (02/14/92)  700.946  (m)         2299.69   (f) ADJUSTED    1 2
 LH0730
 LH0730.Superseded values are not recommended for survey control.
 LH0730
 LH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0730.See file dsdata.pdf to determine how the superseded data were derived.
 LH0730
 LH0730_MARKER: DB = BENCH MARK DISK
 LH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0730_STAMPING: C 25 RESET 1953
 LH0730_MARK LOGO: CGS
 LH0730_PROJECTION: PROJECTING 4 CENTIMETERS
 LH0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0730+STABILITY: SURFACE MOTION
 LH0730
 LH0730  HISTORY     - Date     Condition        Report By
 LH0730  HISTORY     - 1953     MONUMENTED       NEDR
 LH0730  HISTORY     - 1954     GOOD             CGS
 LH0730  HISTORY     - 1986     GOOD             NGS
 LH0730
 LH0730                          STATION DESCRIPTION
 LH0730
 LH0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LH0730'10.8 MI S FROM ARAPAHOE.
 LH0730'10.8 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0730'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 30 FEET
 LH0730'NORTH OF THE CENTERLINE OF A SECTION-LINE ROAD LEADING WEST,
 LH0730'58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET
 LH0730'WEST OF THE CORNER OF A BARNYARD FENCE.  A STANDARD DISK,
 LH0730'STAMPED C 25 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 LH0730'PROJECTING 4 INCHES ABOVE GROUND.
 LH0730
 LH0730                          STATION RECOVERY (1986)
 LH0730
 LH0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0730'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.0 KM (11.25
 LH0730'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0730'34 AT ARAPAHOE, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST, 67.5
 LH0730'METERS (221.5 FT) SOUTHWEST ACROSS THE HIGHWAY FROM MILEPOST 10,
 LH0730'17.2 METERS (56.5 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25
 LH0730'FT) NORTH OF THE EXTENDED CENTER OF THE DIRT ROAD AND 0.3 METER (10
 LH0730'FT) WEST OF THE RIGHT OF WAY FENCE.
 LH0730'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0730'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0030 ***********************************************************************
 LH0030  DESIGNATION -  C 250
 LH0030  PID         -  LH0030
 LH0030  STATE/COUNTY-  NE/ADAMS
 LH0030  COUNTRY     -  US
 LH0030  USGS QUAD   -  TRUMBULL (2017)
 LH0030
 LH0030                         *CURRENT SURVEY CONTROL
 LH0030  ______________________________________________________________________
 LH0030* NAD 83(1986) POSITION- 40 39 18.     (N) 098 22 28.     (W)   SCALED
 LH0030* NAVD 88 ORTHO HEIGHT -   587.565 (meters)     1927.70  (feet) ADJUSTED
 LH0030  ______________________________________________________________________
 LH0030  GEOID HEIGHT    -        -25.235 (meters)                     GEOID18
 LH0030  DYNAMIC HEIGHT  -        587.241 (meters)     1926.64  (feet) COMP
 LH0030  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 LH0030
 LH0030  VERT ORDER      -  FIRST     CLASS II
 LH0030
 LH0030.The horizontal coordinates were scaled from a map and have
 LH0030.an estimated accuracy of +/- 6 seconds.
 LH0030
 LH0030.The orthometric height was determined by differential leveling and
 LH0030.adjusted by the NATIONAL GEODETIC SURVEY
 LH0030.in June 1991.
 LH0030
 LH0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0030.GEOID18 height accuracy estimate available here.
 LH0030
 LH0030.Click photographs - Photos may exist for this station.
 LH0030
 LH0030.The dynamic height is computed by dividing the NAVD 88
 LH0030.geopotential number by the normal gravity value computed on the
 LH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0030.degrees latitude (g = 980.6199 gals.).
 LH0030
 LH0030.The modeled gravity was interpolated from observed gravity values.
 LH0030
 LH0030;                    North         East    Units  Estimated Accuracy
 LH0030;SPC NE       -    92,520.      637,440.      MT  (+/- 180 meters Scaled)
 LH0030
 LH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL528006(NAD 83)
 LH0030
 LH0030                          SUPERSEDED SURVEY CONTROL
 LH0030
 LH0030  NGVD 29 (02/14/92)  587.314  (m)         1926.88   (f) ADJUSTED    1 2
 LH0030  NGVD 29 (??/??/87)  587.332  (m)         1926.94   (f) SUPERSEDED  1 2
 LH0030
 LH0030.Superseded values are not recommended for survey control.
 LH0030
 LH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0030.See file dsdata.pdf to determine how the superseded data were derived.
 LH0030
 LH0030_MARKER: DB = BENCH MARK DISK
 LH0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0030_STAMPING: C 250 1947
 LH0030_MARK LOGO: CGS
 LH0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0030+STABILITY: SURFACE MOTION
 LH0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0030+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0030
 LH0030  HISTORY     - Date     Condition        Report By
 LH0030  HISTORY     - 1947     MONUMENTED       CGS
 LH0030  HISTORY     - 19910925 GOOD             NGS
 LH0030  HISTORY     - 20010810 GOOD             NEDR
 LH0030  HISTORY     - 20210601 MARK NOT FOUND   NE-079
 LH0030
 LH0030                          STATION DESCRIPTION
 LH0030
 LH0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0030'2.8 MI S FROM HANSEN.
 LH0030'2.8 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0030'AT HANSEN, AT A ROAD CROSSING, 116.0 FEET NORTH OF A POINT IN
 LH0030'LINE WITH THE NORTH ROW OF A DOUBLE ROW OF TRANSMISSION LINE
 LH0030'POLES, 84.5 FEET NORTHWEST OF THE SIXTH POLE NORTH OF MILEPOST
 LH0030'232, 74.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45.5 FEET
 LH0030'WEST OF THE WEST RAIL, 3.0 FEET SOUTH OF A REFERENCE POST, 1.0
 LH0030'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LH0030'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0030
 LH0030                          STATION RECOVERY (1991)
 LH0030
 LH0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0030'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0030'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH0030'EASTERLY ALONG A GRAVELED ROAD, 22.6 M (74.1 FT) NORTH OF THE CENTER
 LH0030'OF THE ROAD, 13.8 M (45.3 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH0030'PACIFIC RAILROAD, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 LH0030'FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND
 LH0030'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0030
 LH0030                          STATION RECOVERY (2001)
 LH0030
 LH0030'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0030'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/HALL
 LH0030'COUNTY LINE AND HIGHWAY 281 PROCEED SOUTH DOWN HIGHWAY 281 3.0 MILES
 LH0030'(4.8 KM) TO A CROSSROADS.  0.45 MILES (0.72 KM) TO THE BENCH MARK.
 LH0030
 LH0030                          STATION RECOVERY (2021)
 LH0030
 LH0030'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2021 (SAP)
 LH0030'A THOROUGH SEARCH FOR C 250 (LH0030) WAS CONDUCTED.  THE ORIGINAL
 LH0030'BENCH MARK AS DESCRIBED WAS LIKELY LOST DUE TO NEARBY RAILROAD
 LH0030'ABANDONMENT.  A NEWER DISK STAMPED C 250 RESET 2006 WAS FOUND IN THE
 LH0030'VICINITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0203 ***********************************************************************
 LH0203  DESIGNATION -  C 251
 LH0203  PID         -  LH0203
 LH0203  STATE/COUNTY-  NE/NUCKOLLS
 LH0203  COUNTRY     -  US
 LH0203  USGS QUAD   -  SUPERIOR (2017)
 LH0203
 LH0203                         *CURRENT SURVEY CONTROL
 LH0203  ______________________________________________________________________
 LH0203* NAD 83(1986) POSITION- 40 01 22.     (N) 098 06 00.     (W)   SCALED
 LH0203* NAVD 88 ORTHO HEIGHT -   480.570 (meters)     1576.67  (feet) ADJUSTED
 LH0203  ______________________________________________________________________
 LH0203  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 LH0203  DYNAMIC HEIGHT  -        480.288 (meters)     1575.74  (feet) COMP
 LH0203  MODELED GRAVITY -    980,023.0   (mgal)                       NAVD 88
 LH0203
 LH0203  VERT ORDER      -  FIRST     CLASS II
 LH0203
 LH0203.The horizontal coordinates were scaled from a map and have
 LH0203.an estimated accuracy of +/- 6 seconds.
 LH0203
 LH0203.The orthometric height was determined by differential leveling and
 LH0203.adjusted by the NATIONAL GEODETIC SURVEY
 LH0203.in June 1991.
 LH0203
 LH0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0203.GEOID18 height accuracy estimate available here.
 LH0203
 LH0203.Click photographs - Photos may exist for this station.
 LH0203
 LH0203.The dynamic height is computed by dividing the NAVD 88
 LH0203.geopotential number by the normal gravity value computed on the
 LH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0203.degrees latitude (g = 980.6199 gals.).
 LH0203
 LH0203.The modeled gravity was interpolated from observed gravity values.
 LH0203
 LH0203;                    North         East    Units  Estimated Accuracy
 LH0203;SPC NE       -    22,820.      662,180.      MT  (+/- 180 meters Scaled)
 LH0203
 LH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK767306(NAD 83)
 LH0203
 LH0203                          SUPERSEDED SURVEY CONTROL
 LH0203
 LH0203  NGVD 29 (??/??/92)  480.392  (m)         1576.09   (f) ADJ UNCH    1 2
 LH0203
 LH0203.Superseded values are not recommended for survey control.
 LH0203
 LH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0203.See file dsdata.pdf to determine how the superseded data were derived.
 LH0203
 LH0203_MARKER: DB = BENCH MARK DISK
 LH0203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0203_SP_SET: CULVERT HEADWALL
 LH0203_STAMPING: C 251 1947
 LH0203_MARK LOGO: CGS
 LH0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0203+STABILITY: SURFACE MOTION
 LH0203
 LH0203  HISTORY     - Date     Condition        Report By
 LH0203  HISTORY     - 1947     MONUMENTED       CGS
 LH0203
 LH0203                          STATION DESCRIPTION
 LH0203
 LH0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0203'1.5 MI W FROM SUPERIOR.
 LH0203'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0203'FROM THE STATION AT SUPERIOR, 8 RAILS WEST OF MILEPOST 172, SET
 LH0203'IN THE WEST CORNER OF THE NORTH HEADWALL OF A 6 FT X 8 FT
 LH0203'CONCRETE CULVERT, ABOUT 0.15 MILE EAST OF A CEMENT PLANT, 12.2
 LH0203'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2.3 FEET EAST
 LH0203'OF THE WEST END OF THE HEADWALL, 0.6 FOOT SOUTH OF THE NORTH
 LH0203'EDGE OF THE HEADWALL, ABOUT 2.0 FEET LOWER THAN THE TRACK, SET
 LH0203'IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0286 ***********************************************************************
 LH0286  DESIGNATION -  C 252
 LH0286  PID         -  LH0286
 LH0286  STATE/COUNTY-  NE/ADAMS
 LH0286  COUNTRY     -  US
 LH0286  USGS QUAD   -  AYR (2017)
 LH0286
 LH0286                         *CURRENT SURVEY CONTROL
 LH0286  ______________________________________________________________________
 LH0286* NAD 83(1986) POSITION- 40 29 42.     (N) 098 25 49.     (W)   SCALED
 LH0286* NAVD 88 ORTHO HEIGHT -   560.686 (meters)     1839.52  (feet) ADJUSTED
 LH0286  ______________________________________________________________________
 LH0286  GEOID HEIGHT    -        -25.393 (meters)                     GEOID18
 LH0286  DYNAMIC HEIGHT  -        560.367 (meters)     1838.47  (feet) COMP
 LH0286  MODELED GRAVITY -    980,039.4   (mgal)                       NAVD 88
 LH0286
 LH0286  VERT ORDER      -  FIRST     CLASS II
 LH0286
 LH0286.The horizontal coordinates were scaled from a map and have
 LH0286.an estimated accuracy of +/- 6 seconds.
 LH0286
 LH0286.The orthometric height was determined by differential leveling and
 LH0286.adjusted by the NATIONAL GEODETIC SURVEY
 LH0286.in June 1991.
 LH0286
 LH0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0286.GEOID18 height accuracy estimate available here.
 LH0286
 LH0286.Click photographs - Photos may exist for this station.
 LH0286
 LH0286.The dynamic height is computed by dividing the NAVD 88
 LH0286.geopotential number by the normal gravity value computed on the
 LH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0286.degrees latitude (g = 980.6199 gals.).
 LH0286
 LH0286.The modeled gravity was interpolated from observed gravity values.
 LH0286
 LH0286;                    North         East    Units  Estimated Accuracy
 LH0286;SPC NE       -    74,670.      633,040.      MT  (+/- 180 meters Scaled)
 LH0286
 LH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK482828(NAD 83)
 LH0286
 LH0286                          SUPERSEDED SURVEY CONTROL
 LH0286
 LH0286  NGVD 29 (??/??/92)  560.457  (m)         1838.77   (f) ADJ UNCH    1 2
 LH0286
 LH0286.Superseded values are not recommended for survey control.
 LH0286
 LH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0286.See file dsdata.pdf to determine how the superseded data were derived.
 LH0286
 LH0286_MARKER: DB = BENCH MARK DISK
 LH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0286_STAMPING: C 252 1947
 LH0286_MARK LOGO: CGS
 LH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0286+STABILITY: SURFACE MOTION
 LH0286
 LH0286  HISTORY     - Date     Condition        Report By
 LH0286  HISTORY     - 1947     MONUMENTED       CGS
 LH0286
 LH0286                          STATION DESCRIPTION
 LH0286
 LH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0286'4.5 MI N FROM AYR.
 LH0286'4.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0286'FROM THE STATION AT AYR, ABOUT 0.1 MILE SOUTH OF MILEPOST 7,
 LH0286'IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 100.2 FEET WEST OF
 LH0286'THE WEST RAIL OF THE TRACK, 52.0 FEET SOUTH OF THE CENTER LINE
 LH0286'OF THE ROAD, 2.0 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A
 LH0286'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0286'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0760 ***********************************************************************
 MJ0760  DESIGNATION -  C 253
 MJ0760  PID         -  MJ0760
 MJ0760  STATE/COUNTY-  NE/DOUGLAS
 MJ0760  COUNTRY     -  US
 MJ0760  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0760
 MJ0760                         *CURRENT SURVEY CONTROL
 MJ0760  ______________________________________________________________________
 MJ0760* NAD 83(1986) POSITION- 41 21 59.61   (N) 095 57 27.03   (W)   HD_HELD1
 MJ0760* NAVD 88 ORTHO HEIGHT -   304.188 (meters)      997.99  (feet) ADJUSTED
 MJ0760  ______________________________________________________________________
 MJ0760  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 MJ0760  DYNAMIC HEIGHT  -        304.053 (meters)      997.55  (feet) COMP
 MJ0760  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 MJ0760
 MJ0760  VERT ORDER      -  SECOND    CLASS 0
 MJ0760
 MJ0760.The horizontal coordinates were determined by differentially corrected
 MJ0760.hand held GPS observations or other comparable positioning techniques
 MJ0760.and have an estimated accuracy of +/- 3 meters.
 MJ0760
 MJ0760.The orthometric height was determined by differential leveling and
 MJ0760.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0760.in June 1991.
 MJ0760
 MJ0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0760.GEOID18 height accuracy estimate available here.
 MJ0760
 MJ0760.Click photographs - Photos may exist for this station.
 MJ0760
 MJ0760.The dynamic height is computed by dividing the NAVD 88
 MJ0760.geopotential number by the normal gravity value computed on the
 MJ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0760.degrees latitude (g = 980.6199 gals.).
 MJ0760
 MJ0760.The modeled gravity was interpolated from observed gravity values.
 MJ0760
 MJ0760;                    North         East    Units  Estimated Accuracy
 MJ0760;SPC NE       -   178,129.7     837,986.9     MT  (+/- 3 meters HH1 GPS) 
 MJ0760
 MJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5263883670(NAD 83)
 MJ0760
 MJ0760                          SUPERSEDED SURVEY CONTROL
 MJ0760
 MJ0760  NGVD 29 (??/??/92)  304.053  (m)          997.55   (f) ADJ UNCH    2 0
 MJ0760
 MJ0760.Superseded values are not recommended for survey control.
 MJ0760
 MJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0760.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0760
 MJ0760_MARKER: DB = BENCH MARK DISK
 MJ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0760_STAMPING: C 253 1947
 MJ0760_MARK LOGO: CGS
 MJ0760_PROJECTION: FLUSH
 MJ0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0760+STABILITY: SURFACE MOTION
 MJ0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0760+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2020
 MJ0760
 MJ0760  HISTORY     - Date     Condition        Report By
 MJ0760  HISTORY     - 1947     MONUMENTED       CGS
 MJ0760  HISTORY     - 1973     GOOD             NGS
 MJ0760  HISTORY     - 20110307 GOOD             INDIV
 MJ0760  HISTORY     - 20200318 GOOD             THOMDD
 MJ0760
 MJ0760                          STATION DESCRIPTION
 MJ0760
 MJ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0760'8.3 MI N FROM OMAHA.
 MJ0760'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0760'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0760'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH
 MJ0760'OF FARNAM STREET), THENCE 3.4 MILES NORTH ALONG JOHN J. PERSHING
 MJ0760'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE BENCH MARK.
 MJ0760'THE MARK IS AT THE MAIN ENTRANCE ON THE EAST SIDE OF HUMMEL
 MJ0760'PARK, 63 FEET WEST OF THE CENTER LINE OF JOHN J. PERSHING DRIVE,
 MJ0760'30 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF A GRAVELED
 MJ0760'ROAD LEADING WEST INTO THE PARK, AND 5 FEET SOUTHWEST OF THE
 MJ0760'SOUTHWEST END OF A STONE MONUMENT WITH THE INSCRIPTION HUMMEL
 MJ0760'PARK.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MJ0760'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MJ0760
 MJ0760                          STATION RECOVERY (1973)
 MJ0760
 MJ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0760'RECOVERED IN GOOD CONDITION.
 MJ0760
 MJ0760                          STATION RECOVERY (2011)
 MJ0760
 MJ0760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0760'RECOVERED IN GOOD CONDITION.
 MJ0760
 MJ0760                          STATION RECOVERY (2020)
 MJ0760
 MJ0760'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2020 (BM)
 MJ0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0751 ***********************************************************************
 MJ0751  DESIGNATION -  C 254 RESET
 MJ0751  PID         -  MJ0751
 MJ0751  STATE/COUNTY-  NE/DOUGLAS
 MJ0751  COUNTRY     -  US
 MJ0751  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0751
 MJ0751                         *CURRENT SURVEY CONTROL
 MJ0751  ______________________________________________________________________
 MJ0751* NAD 83(1986) POSITION- 41 17 53.58   (N) 095 59 38.04   (W)   HD_HELD1
 MJ0751* NAVD 88 ORTHO HEIGHT -   379.91  (meters)     1246.4   (feet) RESET
 MJ0751  ______________________________________________________________________
 MJ0751  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 MJ0751  VERT ORDER      -  THIRD
 MJ0751
 MJ0751.The horizontal coordinates were determined by differentially corrected
 MJ0751.hand held GPS observations or other comparable positioning techniques
 MJ0751.and have an estimated accuracy of +/- 3 meters.
 MJ0751
 MJ0751.The orthometric height was computed from unverified reset data.
 MJ0751
 MJ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0751.GEOID18 height accuracy estimate available here.
 MJ0751
 MJ0751.Click photographs - Photos may exist for this station.
 MJ0751
 MJ0751;                    North         East    Units  Estimated Accuracy
 MJ0751;SPC NE       -   170,408.8     835,297.8     MT  (+/- 3 meters HH1 GPS) 
 MJ0751
 MJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4933176187(NAD 83)
 MJ0751
 MJ0751                          SUPERSEDED SURVEY CONTROL
 MJ0751
 MJ0751.No superseded survey control is available for this station.
 MJ0751
 MJ0751_MARKER: DB = BENCH MARK DISK
 MJ0751_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ0751_SP_SET: CURB
 MJ0751_STAMPING: C 254 RESET 1966
 MJ0751_MARK LOGO: CGS
 MJ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0751
 MJ0751  HISTORY     - Date     Condition        Report By
 MJ0751  HISTORY     - 1966     MONUMENTED       CGS
 MJ0751  HISTORY     - 20110224 POOR             INDIV
 MJ0751
 MJ0751                          STATION DESCRIPTION
 MJ0751
 MJ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MJ0751'AT OMAHA.
 MJ0751'AT OMAHA, 600 FEET SOUTHEAST OF THE INTERSECTION OF AMES AVENUE
 MJ0751'AND 52ND STREET, AT THE OMAHA HOME FOR BOYS, ABOUT 300 FEET EAST
 MJ0751'OF THE MAIN ENTRANCE ON 52ND STREET, 94 FEET SOUTHWEST OF THE
 MJ0751'SOUTHWEST CORNER OF THE MARY O. AND JOHN S. HERD BUILDING, 24
 MJ0751'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 13 FEET EAST-SOUTHEAST
 MJ0751'OF CENTERLINE OF A DRIVEWAY AND IS CEMENTED IN A DRILL HOLE IN THE
 MJ0751'TOP OF A CURB ABOUT 6 INCHES HIGHER THAN THE DRIVEWAY.
 MJ0751
 MJ0751                          STATION RECOVERY (2011)
 MJ0751
 MJ0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0751'THE MARK WAS FOUND AS DESCRIBED EXCEPT IT IS NO LONGER SET IN A CURB.
 MJ0751'
 MJ0751'I BELIEVE THE MARK HAS BEEN DISTURBED AS IT IS NOW SETTING FLUSH WITH
 MJ0751'CONCRETE PAVING AND NOT IN A CURB
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0895 ***********************************************************************
 MJ0895  DESIGNATION -  C 255
 MJ0895  PID         -  MJ0895
 MJ0895  STATE/COUNTY-  NE/DOUGLAS
 MJ0895  COUNTRY     -  US
 MJ0895  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0895
 MJ0895                         *CURRENT SURVEY CONTROL
 MJ0895  ______________________________________________________________________
 MJ0895* NAD 83(1986) POSITION- 41 16 18.     (N) 095 56 54.     (W)   SCALED
 MJ0895* NAVD 88 ORTHO HEIGHT -   320.358 (meters)     1051.04  (feet) ADJUSTED
 MJ0895  ______________________________________________________________________
 MJ0895  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 MJ0895  DYNAMIC HEIGHT  -        320.223 (meters)     1050.60  (feet) COMP
 MJ0895  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 MJ0895
 MJ0895  VERT ORDER      -  FIRST     CLASS II
 MJ0895
 MJ0895.The horizontal coordinates were scaled from a map and have
 MJ0895.an estimated accuracy of +/- 6 seconds.
 MJ0895
 MJ0895.The orthometric height was determined by differential leveling and
 MJ0895.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0895.in June 1991.
 MJ0895
 MJ0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0895.GEOID18 height accuracy estimate available here.
 MJ0895
 MJ0895.Click photographs - Photos may exist for this station.
 MJ0895
 MJ0895.The dynamic height is computed by dividing the NAVD 88
 MJ0895.geopotential number by the normal gravity value computed on the
 MJ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0895.degrees latitude (g = 980.6199 gals.).
 MJ0895
 MJ0895.The modeled gravity was interpolated from observed gravity values.
 MJ0895
 MJ0895;                    North         East    Units  Estimated Accuracy
 MJ0895;SPC NE       -   167,640.      839,250.      MT  (+/- 180 meters Scaled)
 MJ0895
 MJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF530731(NAD 83)
 MJ0895
 MJ0895                          SUPERSEDED SURVEY CONTROL
 MJ0895
 MJ0895  NGVD 29 (??/??/92)  320.236  (m)         1050.64   (f) ADJ UNCH    1 2
 MJ0895
 MJ0895.Superseded values are not recommended for survey control.
 MJ0895
 MJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0895.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0895
 MJ0895_MARKER: DB = BENCH MARK DISK
 MJ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0895_STAMPING: C 255 1947
 MJ0895_MARK LOGO: CGS
 MJ0895_PROJECTION: RECESSED 9 CENTIMETERS
 MJ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0895+STABILITY: SURFACE MOTION
 MJ0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0895+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 MJ0895
 MJ0895  HISTORY     - Date     Condition        Report By
 MJ0895  HISTORY     - 1947     MONUMENTED       CGS
 MJ0895  HISTORY     - 1976     GOOD             LOCSUR
 MJ0895  HISTORY     - 19890808 GOOD             NGS
 MJ0895
 MJ0895                          STATION DESCRIPTION
 MJ0895
 MJ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0895'AT OMAHA.
 MJ0895'AT OMAHA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH 25TH
 MJ0895'STREET AND HAMILTON STREET, 17.7 FEET NORTH OF THE CENTER OF THE
 MJ0895'MAIN (25TH STREET) ENTRANCE TO THE PILGRIM BAPTIST CHURCH, 17.2
 MJ0895'FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH CURB OF HAMILTON STREET,
 MJ0895'12.5 FEET WEST OF THE WEST EDGE OF THE WEST CURB OF NORTH 25TH
 MJ0895'STREET, 11.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH
 MJ0895'BUILDING, 9.3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 MJ0895'CHURCH YARD, 5.0 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST
 MJ0895'SIDE OF THE CONCRETE BASE FOR THE OUTDOOR CHURCH DIRECTORY,
 MJ0895'SET IN A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0895
 MJ0895                          STATION RECOVERY (1976)
 MJ0895
 MJ0895'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0895'RECOVERED IN GOOD CONDITION.
 MJ0895
 MJ0895                          STATION RECOVERY (1989)
 MJ0895
 MJ0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0895'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, CHANGE--0.3
 MJ0895'FOOT UNDERGROUND, TO 0.15 M (0.5 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1020 ***********************************************************************
 LF1020  DESIGNATION -  C 256
 LF1020  PID         -  LF1020
 LF1020  STATE/COUNTY-  NE/CASS
 LF1020  COUNTRY     -  US
 LF1020  USGS QUAD   -  MURRAY (2017)
 LF1020
 LF1020                         *CURRENT SURVEY CONTROL
 LF1020  ______________________________________________________________________
 LF1020* NAD 83(1986) POSITION- 40 59 55.     (N) 095 53 00.     (W)   SCALED
 LF1020* NAVD 88 ORTHO HEIGHT -   314.904 (meters)     1033.15  (feet) ADJUSTED
 LF1020  ______________________________________________________________________
 LF1020  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 LF1020  DYNAMIC HEIGHT  -        314.771 (meters)     1032.71  (feet) COMP
 LF1020  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 LF1020
 LF1020  VERT ORDER      -  SECOND    CLASS 0
 LF1020
 LF1020.The horizontal coordinates were scaled from a map and have
 LF1020.an estimated accuracy of +/- 6 seconds.
 LF1020
 LF1020.The orthometric height was determined by differential leveling and
 LF1020.adjusted by the NATIONAL GEODETIC SURVEY
 LF1020.in June 1991.
 LF1020
 LF1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1020.GEOID18 height accuracy estimate available here.
 LF1020
 LF1020.Click photographs - Photos may exist for this station.
 LF1020
 LF1020.The dynamic height is computed by dividing the NAVD 88
 LF1020.geopotential number by the normal gravity value computed on the
 LF1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1020.degrees latitude (g = 980.6199 gals.).
 LF1020
 LF1020.The modeled gravity was interpolated from observed gravity values.
 LF1020
 LF1020;                    North         East    Units  Estimated Accuracy
 LF1020;SPC NE       -   137,620.      846,130.      MT  (+/- 180 meters Scaled)
 LF1020
 LF1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF574426(NAD 83)
 LF1020
 LF1020                          SUPERSEDED SURVEY CONTROL
 LF1020
 LF1020  NGVD 29 (??/??/92)  314.805  (m)         1032.82   (f) ADJ UNCH    2 0
 LF1020
 LF1020.Superseded values are not recommended for survey control.
 LF1020
 LF1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1020.See file dsdata.pdf to determine how the superseded data were derived.
 LF1020
 LF1020_MARKER: DB = BENCH MARK DISK
 LF1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1020_STAMPING: C 256 1947
 LF1020_MARK LOGO: CGS
 LF1020_PROJECTION: FLUSH
 LF1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1020+STABILITY: SURFACE MOTION
 LF1020
 LF1020  HISTORY     - Date     Condition        Report By
 LF1020  HISTORY     - 1947     MONUMENTED       CGS
 LF1020
 LF1020                          STATION DESCRIPTION
 LF1020
 LF1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1020'1.2 MI S FROM PLATTSMOUTH.
 LF1020'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1020'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE SOUTH
 LF1020'ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A GRADED
 LF1020'DIRT STREET, THENCE 0.05 MILE SOUTHEAST ALONG A GRADED DIRT
 LF1020'STREET, 58.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 LF1020'OWNED AND OCCUPIED BY FRANK MC CORMICK, 40.0 FEET NORTHEAST
 LF1020'OF THE CENTER LINE OF THE STREET (ROCKBUFF AVENUE), 13.3 FEET
 LF1020'NORTHWEST OF A FORKED 14 INCH MAPLE TREE, 11.4 FEET EAST OF A
 LF1020'FENCE CORNER, 2.0 FEET EAST OF A 4 X 4 MARKER POST, 0.5 FOOT
 LF1020'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LF1020'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1048 ***********************************************************************
 LF1048  DESIGNATION -  C 257
 LF1048  PID         -  LF1048
 LF1048  STATE/COUNTY-  NE/CASS
 LF1048  COUNTRY     -  US
 LF1048  USGS QUAD   -  NEHAWKA (2017)
 LF1048
 LF1048                         *CURRENT SURVEY CONTROL
 LF1048  ______________________________________________________________________
 LF1048* NAD 83(1986) POSITION- 40 48 02.     (N) 095 53 32.     (W)   SCALED
 LF1048* NAVD 88 ORTHO HEIGHT -   291.560 (meters)      956.56  (feet) ADJUSTED
 LF1048  ______________________________________________________________________
 LF1048  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 LF1048  DYNAMIC HEIGHT  -        291.418 (meters)      956.09  (feet) COMP
 LF1048  MODELED GRAVITY -    980,130.6   (mgal)                       NAVD 88
 LF1048
 LF1048  VERT ORDER      -  SECOND    CLASS 0
 LF1048
 LF1048.The horizontal coordinates were scaled from a map and have
 LF1048.an estimated accuracy of +/- 6 seconds.
 LF1048
 LF1048.The orthometric height was determined by differential leveling and
 LF1048.adjusted by the NATIONAL GEODETIC SURVEY
 LF1048.in June 1991.
 LF1048
 LF1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1048.GEOID18 height accuracy estimate available here.
 LF1048
 LF1048.Click photographs - Photos may exist for this station.
 LF1048
 LF1048.The dynamic height is computed by dividing the NAVD 88
 LF1048.geopotential number by the normal gravity value computed on the
 LF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1048.degrees latitude (g = 980.6199 gals.).
 LF1048
 LF1048.The modeled gravity was interpolated from observed gravity values.
 LF1048
 LF1048;                    North         East    Units  Estimated Accuracy
 LF1048;SPC NE       -   115,620.      846,430.      MT  (+/- 180 meters Scaled)
 LF1048
 LF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560206(NAD 83)
 LF1048
 LF1048                          SUPERSEDED SURVEY CONTROL
 LF1048
 LF1048  NGVD 29 (??/??/92)  291.455  (m)          956.22   (f) ADJ UNCH    2 0
 LF1048
 LF1048.Superseded values are not recommended for survey control.
 LF1048
 LF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1048.See file dsdata.pdf to determine how the superseded data were derived.
 LF1048
 LF1048_MARKER: DB = BENCH MARK DISK
 LF1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1048_STAMPING: C 257 1947
 LF1048_MARK LOGO: CGS
 LF1048_PROJECTION: FLUSH
 LF1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1048+STABILITY: SURFACE MOTION
 LF1048
 LF1048  HISTORY     - Date     Condition        Report By
 LF1048  HISTORY     - 1947     MONUMENTED       CGS
 LF1048
 LF1048                          STATION DESCRIPTION
 LF1048
 LF1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1048'2.6 MI SE FROM UNION.
 LF1048'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1048'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1048'ROAD, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD, 103.0
 LF1048'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WINDMILL STAND,
 LF1048'84.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE OWNED
 LF1048'AND OCCUPIED BY ARNOLD FAHRLANDER, 74.0 FEET NORTH OF THE
 LF1048'CENTER LINE OF THE ROAD LEADING EAST, 47.0 FEET NORTH OF A 5
 LF1048'FOOT COTTONWOOD TREE, 41.0 FEET EAST OF AND 2.0 FEET HIGHER THAN
 LF1048'THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN BETWEEN TWO 14
 LF1048'INCH WALNUT TREES, 8.3 FEET NORTHEAST OF ONE OF THE TREES AND
 LF1048'8.3 FEET SOUTHWEST OF THE OTHER TREE, SET IN THE TOP OF A CONCRETE
 LF1048'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1057 ***********************************************************************
 LF1057  DESIGNATION -  C 258
 LF1057  PID         -  LF1057
 LF1057  STATE/COUNTY-  NE/OTOE
 LF1057  COUNTRY     -  US
 LF1057  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1057
 LF1057                         *CURRENT SURVEY CONTROL
 LF1057  ______________________________________________________________________
 LF1057* NAD 83(1986) POSITION- 40 41 50.     (N) 095 53 33.     (W)   SCALED
 LF1057* NAVD 88 ORTHO HEIGHT -   330.828 (meters)     1085.39  (feet) ADJUSTED
 LF1057  ______________________________________________________________________
 LF1057  GEOID HEIGHT    -        -28.963 (meters)                     GEOID18
 LF1057  DYNAMIC HEIGHT  -        330.655 (meters)     1084.82  (feet) COMP
 LF1057  MODELED GRAVITY -    980,094.8   (mgal)                       NAVD 88
 LF1057
 LF1057  VERT ORDER      -  SECOND    CLASS 0
 LF1057
 LF1057.The horizontal coordinates were scaled from a map and have
 LF1057.an estimated accuracy of +/- 6 seconds.
 LF1057
 LF1057.The orthometric height was determined by differential leveling and
 LF1057.adjusted by the NATIONAL GEODETIC SURVEY
 LF1057.in June 1991.
 LF1057
 LF1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1057.GEOID18 height accuracy estimate available here.
 LF1057
 LF1057.Click photographs - Photos may exist for this station.
 LF1057
 LF1057.The dynamic height is computed by dividing the NAVD 88
 LF1057.geopotential number by the normal gravity value computed on the
 LF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1057.degrees latitude (g = 980.6199 gals.).
 LF1057
 LF1057.The modeled gravity was interpolated from observed gravity values.
 LF1057
 LF1057;                    North         East    Units  Estimated Accuracy
 LF1057;SPC NE       -   104,160.      846,950.      MT  (+/- 180 meters Scaled)
 LF1057
 LF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF556091(NAD 83)
 LF1057
 LF1057                          SUPERSEDED SURVEY CONTROL
 LF1057
 LF1057  NGVD 29 (??/??/92)  330.711  (m)         1085.01   (f) ADJ UNCH    2 0
 LF1057
 LF1057.Superseded values are not recommended for survey control.
 LF1057
 LF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1057.See file dsdata.pdf to determine how the superseded data were derived.
 LF1057
 LF1057_MARKER: DB = BENCH MARK DISK
 LF1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1057_SP_SET: BUILDING
 LF1057_STAMPING: C 258 1947
 LF1057_MARK LOGO: CGS
 LF1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1057
 LF1057  HISTORY     - Date     Condition        Report By
 LF1057  HISTORY     - 1947     MONUMENTED       CGS
 LF1057  HISTORY     - 1961     GOOD             CGS
 LF1057  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF1057
 LF1057                          STATION DESCRIPTION
 LF1057
 LF1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LF1057'3 MI NW FROM NEBRASKA CITY.
 LF1057'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND 75 FROM THE
 LF1057'COURT HOUSE AT NEBRASKA CITY, AT A ROAD JUNCTION, 123.0 FEET
 LF1057'NORTH OF CENTER LINE OF HIGHWAY, 54.0 FEET WEST OF AND 2.0
 LF1057'FEET HIGHER THAN THE CENTER OF A GRAVEL ROAD, 26.8 FEET
 LF1057'NORTHWEST OF A TELEPHONE POLE, 12.4 FEET NORTH OF THE NORTHEAST
 LF1057'CORNER OF BUILDING AT KIMMEL ORCHARD, 2.0 FEET SOUTH OF A
 LF1057'METAL WITNESS POST WITH SIGN.
 LF1057
 LF1057                          STATION RECOVERY (1984)
 LF1057
 LF1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0412 ***********************************************************************
 MK0412  DESIGNATION -  C 259
 MK0412  PID         -  MK0412
 MK0412  STATE/COUNTY-  NE/WASHINGTON
 MK0412  COUNTRY     -  US
 MK0412  USGS QUAD   -  NICKERSON NE (2017)
 MK0412
 MK0412                         *CURRENT SURVEY CONTROL
 MK0412  ______________________________________________________________________
 MK0412* NAD 83(1986) POSITION- 41 39 16.     (N) 096 18 33.     (W)   SCALED
 MK0412* NAVD 88 ORTHO HEIGHT -   381.460 (meters)     1251.51  (feet) ADJUSTED
 MK0412  ______________________________________________________________________
 MK0412  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 MK0412  DYNAMIC HEIGHT  -        381.298 (meters)     1250.98  (feet) COMP
 MK0412  MODELED GRAVITY -    980,187.1   (mgal)                       NAVD 88
 MK0412
 MK0412  VERT ORDER      -  SECOND    CLASS 0
 MK0412
 MK0412.The horizontal coordinates were scaled from a map and have
 MK0412.an estimated accuracy of +/- 6 seconds.
 MK0412
 MK0412.The orthometric height was determined by differential leveling and
 MK0412.adjusted by the NATIONAL GEODETIC SURVEY
 MK0412.in June 1991.
 MK0412
 MK0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0412.GEOID18 height accuracy estimate available here.
 MK0412
 MK0412.Click photographs - Photos may exist for this station.
 MK0412
 MK0412.The dynamic height is computed by dividing the NAVD 88
 MK0412.geopotential number by the normal gravity value computed on the
 MK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0412.degrees latitude (g = 980.6199 gals.).
 MK0412
 MK0412.The modeled gravity was interpolated from observed gravity values.
 MK0412
 MK0412;                    North         East    Units  Estimated Accuracy
 MK0412;SPC NE       -   208,750.      807,240.      MT  (+/- 180 meters Scaled)
 MK0412
 MK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM240149(NAD 83)
 MK0412
 MK0412                          SUPERSEDED SURVEY CONTROL
 MK0412
 MK0412  NGVD 29 (??/??/92)  381.312  (m)         1251.02   (f) ADJ UNCH    2 0
 MK0412
 MK0412.Superseded values are not recommended for survey control.
 MK0412
 MK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0412.See file dsdata.pdf to determine how the superseded data were derived.
 MK0412
 MK0412_MARKER: DB = BENCH MARK DISK
 MK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0412_STAMPING: C 259 1947
 MK0412_MARK LOGO: CGS
 MK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0412+STABILITY: SURFACE MOTION
 MK0412
 MK0412  HISTORY     - Date     Condition        Report By
 MK0412  HISTORY     - 1947     MONUMENTED       CGS
 MK0412  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0412
 MK0412                          STATION DESCRIPTION
 MK0412
 MK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0412'3.2 MI N FROM SPIKER.
 MK0412'3.25 MILES NORTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0412'SPIKER, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 51.0 FEET NORTH
 MK0412'OF THE CENTER OF THE EAST-WEST CROSS ROAD, 34.0 FEET WEST OF THE
 MK0412'CENTER OF THE HIGHWAY, 32.5 FEET NORTH OF A FENCE CORNER POST,
 MK0412'30.0 FEET NORTH OF A GUY WIRE BRACED POWER LINE POLE WHICH IS AT
 MK0412'A POWER LINE JUNCTION, 1.5 FOOT SOUTH OF A REFERENCE POST, 0.7
 MK0412'FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0412'POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0412
 MK0412                          STATION RECOVERY (1965)
 MK0412
 MK0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0069 ***********************************************************************
 LJ0069  DESIGNATION -  C 26
 LJ0069  PID         -  LJ0069
 LJ0069  STATE/COUNTY-  NE/HITCHCOCK
 LJ0069  COUNTRY     -  US
 LJ0069  USGS QUAD   -  CULBERTSON (2017)
 LJ0069
 LJ0069                         *CURRENT SURVEY CONTROL
 LJ0069  ______________________________________________________________________
 LJ0069* NAD 83(1986) POSITION- 40 13 20.54   (N) 100 45 57.67   (W)   HD_HELD1
 LJ0069* NAVD 88 ORTHO HEIGHT -   774.195 (meters)     2540.00  (feet) ADJUSTED
 LJ0069  ______________________________________________________________________
 LJ0069  GEOID HEIGHT    -        -23.812 (meters)                     GEOID18
 LJ0069  DYNAMIC HEIGHT  -        773.673 (meters)     2538.29  (feet) COMP
 LJ0069  MODELED GRAVITY -    979,926.3   (mgal)                       NAVD 88
 LJ0069
 LJ0069  VERT ORDER      -  FIRST     CLASS II
 LJ0069
 LJ0069.The horizontal coordinates were determined by differentially corrected
 LJ0069.hand held GPS observations or other comparable positioning techniques
 LJ0069.and have an estimated accuracy of +/- 3 meters.
 LJ0069
 LJ0069.The orthometric height was determined by differential leveling and
 LJ0069.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0069.in June 1991.
 LJ0069
 LJ0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0069.GEOID18 height accuracy estimate available here.
 LJ0069
 LJ0069.Click photographs - Photos may exist for this station.
 LJ0069
 LJ0069.The dynamic height is computed by dividing the NAVD 88
 LJ0069.geopotential number by the normal gravity value computed on the
 LJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0069.degrees latitude (g = 980.6199 gals.).
 LJ0069
 LJ0069.The modeled gravity was interpolated from observed gravity values.
 LJ0069
 LJ0069;                    North         East    Units  Estimated Accuracy
 LJ0069;SPC NE       -    43,485.3     434,806.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0069
 LJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK4973953934(NAD 83)
 LJ0069
 LJ0069                          SUPERSEDED SURVEY CONTROL
 LJ0069
 LJ0069  NGVD 29 (??/??/92)  773.874  (m)         2538.95   (f) ADJ UNCH    1 2
 LJ0069
 LJ0069.Superseded values are not recommended for survey control.
 LJ0069
 LJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0069.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0069
 LJ0069_MARKER: DB = BENCH MARK DISK
 LJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0069_STAMPING: C 26 1933 2538.889
 LJ0069_MARK LOGO: CGS
 LJ0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0069+STABILITY: SURFACE MOTION
 LJ0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0069+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LJ0069
 LJ0069  HISTORY     - Date     Condition        Report By
 LJ0069  HISTORY     - 1933     MONUMENTED       CGS
 LJ0069  HISTORY     - 1939     GOOD             CGS
 LJ0069  HISTORY     - 1968     GOOD             CGS
 LJ0069  HISTORY     - 19991103 GOOD             NGS
 LJ0069  HISTORY     - 20030602 GOOD             NEDR
 LJ0069
 LJ0069                          STATION DESCRIPTION
 LJ0069
 LJ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0069'7.8 MI W FROM MC COOK.
 LJ0069'IN HITCHCOCK COUNTY, 7.8 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0069'AND QUINCY RAILROAD FROM THE STATION AT MC COOK, REDWILLOW
 LJ0069'COUNTY, 16-1/2 POLES EAST OF MILEPOST 296, 0.3 MILE WEST OF THE
 LJ0069'HITCHCOCK-REDWILLOW COUNTY-LINE ROAD CROSSING, AND 47 FEET
 LJ0069'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED 2538.889 C
 LJ0069'26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0069'ABOVE GROUND.  THIS MARK IS ALSO 3.3 MILES EAST OF THE STATION
 LJ0069'AT CULBERTSON.
 LJ0069
 LJ0069                          STATION RECOVERY (1968)
 LJ0069
 LJ0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LJ0069'RECOVERED IN GOOD CONDITION.
 LJ0069
 LJ0069                          STATION RECOVERY (1999)
 LJ0069
 LJ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0069'10.8 KM (6.70 MI) WESTERLY ALONG U.S.  HIGHWAY 34 FROM THE WEST
 LJ0069'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, 73.2 M (240.2 FT) SOUTH OF THE
 LJ0069'HIGHWAY CENTERLINE, 14.4 M (47.2 FT) SOUTH OF THE NEAR RAIL OF THE
 LJ0069'BURLINGTON NORTHERN RAILROAD, 2.0 BELOW THE LEVEL OF THE TRACK, 0.3 M
 LJ0069'(1.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A STEEL FENCE
 LJ0069'POST, 0.1 M (0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M
 LJ0069'(0.3 FT) ABOVE THE GROUND SURFACE.
 LJ0069
 LJ0069                          STATION RECOVERY (2003)
 LJ0069
 LJ0069'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KAK)
 LJ0069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0606 ***********************************************************************
 NP0606  DESIGNATION -  C 26
 NP0606  PID         -  NP0606
 NP0606  STATE/COUNTY-  NE/SHERIDAN
 NP0606  COUNTRY     -  US
 NP0606  USGS QUAD   -  RUSHVILLE (2017)
 NP0606
 NP0606                         *CURRENT SURVEY CONTROL
 NP0606  ______________________________________________________________________
 NP0606* NAD 83(1995) POSITION- 42 37 56.01354(N) 102 27 31.47998(W)   ADJUSTED
 NP0606* NAVD 88 ORTHO HEIGHT -  1178.8   (meters)     3867.    (feet) VERTCON
 NP0606  ______________________________________________________________________
 NP0606  GEOID HEIGHT    -        -18.191 (meters)                     GEOID18
 NP0606  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 NP0606  HORZ ORDER      -  SECOND
 NP0606  VERT ORDER      -  THIRD ? (See Below)
 NP0606
 NP0606.The horizontal coordinates were established by classical geodetic methods
 NP0606.and adjusted by the National Geodetic Survey in August 1997.
 NP0606
 NP0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0606
 NP0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0606.GEOID18 height accuracy estimate available here.
 NP0606
 NP0606.The vertical order pertains to the NGVD 29 superseded value.
 NP0606
 NP0606.Click photographs - Photos may exist for this station.
 NP0606
 NP0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0606
 NP0606. The following values were computed from the NAD 83(1995) position.
 NP0606
 NP0606;                    North         East     Units Scale Factor Converg.
 NP0606;SPC NE       -   313,635.812   298,376.996   MT  0.99985221   -1 37 45.8
 NP0606;SPC NE       - 1,028,986.83    978,925.19   sFT  0.99985221   -1 37 45.8
 NP0606;UTM  13      - 4,723,106.236   708,370.391   MT  1.00013421   +1 43 18.4
 NP0606
 NP0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0606!SPC NE       -   0.99981801  x   0.99985221  =   0.99967025
 NP0606!UTM  13      -   0.99981801  x   1.00013421  =   0.99995220
 NP0606
 NP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0837023106(NAD 83)
 NP0606
 NP0606                          SUPERSEDED SURVEY CONTROL
 NP0606
 NP0606  NAD 83(1993)-  42 37 56.01084(N)    102 27 31.48078(W) AD(       ) 2
 NP0606  NAD 83(1986)-  42 37 56.00485(N)    102 27 31.47894(W) AD(       ) 2
 NP0606  NAD 27      -  42 37 56.05722(N)    102 27 29.82926(W) AD(       ) 2
 NP0606
 NP0606.Superseded values are not recommended for survey control.
 NP0606
 NP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0606.See file dsdata.pdf to determine how the superseded data were derived.
 NP0606
 NP0606_MARKER: DB = BENCH MARK DISK
 NP0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0606_STAMPING: C 26 1946
 NP0606_MARK LOGO: USGS
 NP0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0606+STABILITY: SURFACE MOTION
 NP0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0606+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2012
 NP0606
 NP0606  HISTORY     - Date     Condition        Report By
 NP0606  HISTORY     - 1946     MONUMENTED       USGS
 NP0606  HISTORY     - 1968     GOOD             CGS
 NP0606  HISTORY     - 20121119 GOOD             GCT
 NP0606
 NP0606                          STATION DESCRIPTION
 NP0606
 NP0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NP0606'C 26 1946 IS S. OF STATION CLAUDE.  RUSHVILLE,
 NP0606'6.0 MI S. OF A LONG SEC. LINE RD. NEAR THE S. SIXTEENTH COR.
 NP0606'BETWEEN SECS. 26 AND 27, 39 FT W. OF CENTER OF STATE HWY.
 NP0606'250, 2 FT E. OF N.-S. FENCE LINE, 298 FT S. AND 80 FT W. OF A
 NP0606'T-FENCE E., ON CREST OF HILL, IN CONCRETE POST.  STANDARD
 NP0606'TABLET STAMPED C 26 1946.
 NP0606'
 NP0606'TO REACH FROM THE INTERSECTION OF U.S. HWY. 20 AND STATE HWY.
 NP0606'250 IN RUSHVILLE, GO S. ON STATE HWY. 250 FOR 6.0 MI TO CREST
 NP0606'OF HIGHEST HILL IN VICINITY ON STATE HWY. 250 AND STATION ON
 NP0606'RIGHT.
 NP0606
 NP0606                          STATION RECOVERY (2012)
 NP0606
 NP0606'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NP0606'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0728 ***********************************************************************
 LF0728  DESIGNATION -  C 260
 LF0728  PID         -  LF0728
 LF0728  STATE/COUNTY-  NE/NEMAHA
 LF0728  COUNTRY     -  US
 LF0728  USGS QUAD   -  PERU (2017)
 LF0728
 LF0728                         *CURRENT SURVEY CONTROL
 LF0728  ______________________________________________________________________
 LF0728* NAD 83(1986) POSITION- 40 23 33.     (N) 095 42 03.     (W)   SCALED
 LF0728* NAVD 88 ORTHO HEIGHT -   339.074 (meters)     1112.45  (feet) ADJUSTED
 LF0728  ______________________________________________________________________
 LF0728  GEOID HEIGHT    -        -29.939 (meters)                     GEOID18
 LF0728  DYNAMIC HEIGHT  -        338.894 (meters)     1111.85  (feet) COMP
 LF0728  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 LF0728
 LF0728  VERT ORDER      -  SECOND    CLASS 0
 LF0728
 LF0728.The horizontal coordinates were scaled from a map and have
 LF0728.an estimated accuracy of +/- 6 seconds.
 LF0728
 LF0728.The orthometric height was determined by differential leveling and
 LF0728.adjusted by the NATIONAL GEODETIC SURVEY
 LF0728.in June 1991.
 LF0728
 LF0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0728.GEOID18 height accuracy estimate available here.
 LF0728
 LF0728.Click photographs - Photos may exist for this station.
 LF0728
 LF0728.The dynamic height is computed by dividing the NAVD 88
 LF0728.geopotential number by the normal gravity value computed on the
 LF0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0728.degrees latitude (g = 980.6199 gals.).
 LF0728
 LF0728.The modeled gravity was interpolated from observed gravity values.
 LF0728
 LF0728;                    North         East    Units  Estimated Accuracy
 LF0728;SPC NE       -    71,160.      864,810.      MT  (+/- 180 meters Scaled)
 LF0728
 LF0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE707748(NAD 83)
 LF0728
 LF0728                          SUPERSEDED SURVEY CONTROL
 LF0728
 LF0728  NGVD 29 (??/??/92)  338.995  (m)         1112.19   (f) ADJ UNCH    2 0
 LF0728
 LF0728.Superseded values are not recommended for survey control.
 LF0728
 LF0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0728.See file dsdata.pdf to determine how the superseded data were derived.
 LF0728
 LF0728_MARKER: DB = BENCH MARK DISK
 LF0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0728_STAMPING: C 260 1947
 LF0728_MARK LOGO: CGS
 LF0728_PROJECTION: PROJECTING 6 CENTIMETERS
 LF0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0728+STABILITY: SURFACE MOTION
 LF0728
 LF0728  HISTORY     - Date     Condition        Report By
 LF0728  HISTORY     - 1947     MONUMENTED       CGS
 LF0728  HISTORY     - 20100210 MARK NOT FOUND   NEGS
 LF0728
 LF0728                          STATION DESCRIPTION
 LF0728
 LF0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0728'2.7 MI W FROM BROWNVILLE.
 LF0728'2.7 MILES WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST END
 LF0728'OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE
 LF0728'TOP OF A HILL, 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 LF0728'NO. 67, 47.0 FEET WEST OF THE CENTER OF THE DRIVE-WAY LEADING
 LF0728'SOUTH TO THE ABE LAWRENCE FARM HOUSE, 33.0 FEET SOUTH OF THE
 LF0728'CENTER OF THE HIGHWAY, 3.5 FEET SOUTH OF TELEPHONE POLE NO. 4,
 LF0728'3.0 FEET SOUTHEAST OF A FENCE CORNER POST, 2.0 FEET WEST OF A
 LF0728'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE
 LF0728'HIGHWAY AND PROJECTING 0.2 FOOT.
 LF0728
 LF0728                          STATION RECOVERY (2010)
 LF0728
 LF0728'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0729 ***********************************************************************
 LF0729  DESIGNATION -  C 260 RESET
 LF0729  PID         -  LF0729
 LF0729  STATE/COUNTY-  NE/NEMAHA
 LF0729  COUNTRY     -  US
 LF0729  USGS QUAD   -  PERU (2017)
 LF0729
 LF0729                         *CURRENT SURVEY CONTROL
 LF0729  ______________________________________________________________________
 LF0729* NAD 83(1986) POSITION- 40 23 33.55   (N) 095 42 02.66   (W)   HD_HELD1
 LF0729* NAVD 88 ORTHO HEIGHT -   338.57  (meters)     1110.8   (feet) RESET
 LF0729  ______________________________________________________________________
 LF0729  GEOID HEIGHT    -        -29.939 (meters)                     GEOID18
 LF0729  VERT ORDER      -  THIRD
 LF0729
 LF0729.The horizontal coordinates were determined by differentially corrected
 LF0729.hand held GPS observations or other comparable positioning techniques
 LF0729.and have an estimated accuracy of +/- 3 meters.
 LF0729
 LF0729.The orthometric height was computed from unverified reset data.
 LF0729
 LF0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0729.GEOID18 height accuracy estimate available here.
 LF0729
 LF0729.Click photographs - Photos may exist for this station.
 LF0729
 LF0729;                    North         East    Units  Estimated Accuracy
 LF0729;SPC NE       -    71,174.5     864,812.2     MT  (+/- 3 meters HH1 GPS) 
 LF0729
 LF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7077774841(NAD 83)
 LF0729
 LF0729                          SUPERSEDED SURVEY CONTROL
 LF0729
 LF0729.No superseded survey control is available for this station.
 LF0729
 LF0729_MARKER: DV = VERTICAL CONTROL DISK
 LF0729_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LF0729+WITH SETTING: INTO GROUND
 LF0729_STAMPING: C 260 RESET 1974
 LF0729_MARK LOGO: NGS
 LF0729_PROJECTION: FLUSH
 LF0729_MAGNETIC: I = MARKER IS A STEEL ROD
 LF0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0729
 LF0729  HISTORY     - Date     Condition        Report By
 LF0729  HISTORY     - 1974     MONUMENTED       NGS
 LF0729
 LF0729                          STATION DESCRIPTION
 LF0729
 LF0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0729'2.7 MI W FROM BROWNVILLE.
 LF0729'2.7 MILES WEST ALONG U.S. HIGHWAY 136 FROM THE SOUTHWEST END OF
 LF0729'THE BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE TOP OF A
 LF0729'HILL ALONG THE NORTH EDGE OF THE VAN E. ALLEN FARM YARD, 60 FEET
 LF0729'SOUTH OF THE CENTER OF HIGHWAY 136, 44.5 FEET NORTHEAST OF THE
 LF0729'NORTHEAST CORNER OF MR. ALLENS HOUSE, 31 FEET WEST OF THE
 LF0729'CENTER OF THE DRIVEWAY, 22.5 FEET NORTHEAST OF A POWER POLE, 1
 LF0729'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT WEST OF HIGHWAY
 LF0729'STATIONING 369+90.  A STANDARD BENCH MARK DISK STAMPED C 260
 LF0729'RESET 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LF0729'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LF0729'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0852 ***********************************************************************
 NM0852  DESIGNATION -  C 261
 NM0852  PID         -  NM0852
 NM0852  STATE/COUNTY-  NE/DIXON
 NM0852  COUNTRY     -  US
 NM0852  USGS QUAD   -  PONCA (2017)
 NM0852
 NM0852                         *CURRENT SURVEY CONTROL
 NM0852  ______________________________________________________________________
 NM0852* NAD 83(1986) POSITION- 42 35 20.     (N) 096 42 46.     (W)   SCALED
 NM0852* NAVD 88 ORTHO HEIGHT -   401.195 (meters)     1316.25  (feet) ADJUSTED
 NM0852  ______________________________________________________________________
 NM0852  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 NM0852  DYNAMIC HEIGHT  -        401.072 (meters)     1315.85  (feet) COMP
 NM0852  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 NM0852
 NM0852  VERT ORDER      -  SECOND    CLASS 0
 NM0852
 NM0852.The horizontal coordinates were scaled from a map and have
 NM0852.an estimated accuracy of +/- 6 seconds.
 NM0852
 NM0852.The orthometric height was determined by differential leveling and
 NM0852.adjusted by the NATIONAL GEODETIC SURVEY
 NM0852.in June 1991.
 NM0852
 NM0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0852.GEOID18 height accuracy estimate available here.
 NM0852
 NM0852.Click photographs - Photos may exist for this station.
 NM0852
 NM0852.The dynamic height is computed by dividing the NAVD 88
 NM0852.geopotential number by the normal gravity value computed on the
 NM0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0852.degrees latitude (g = 980.6199 gals.).
 NM0852
 NM0852.The modeled gravity was interpolated from observed gravity values.
 NM0852
 NM0852;                    North         East    Units  Estimated Accuracy
 NM0852;SPC NE       -   311,080.      769,720.      MT  (+/- 180 meters Scaled)
 NM0852
 NM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN876176(NAD 83)
 NM0852
 NM0852                          SUPERSEDED SURVEY CONTROL
 NM0852
 NM0852  NGVD 29 (??/??/92)  401.019  (m)         1315.68   (f) ADJ UNCH    2 0
 NM0852
 NM0852.Superseded values are not recommended for survey control.
 NM0852
 NM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0852.See file dsdata.pdf to determine how the superseded data were derived.
 NM0852
 NM0852_MARKER: DB = BENCH MARK DISK
 NM0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0852_STAMPING: C 261 1948
 NM0852_MARK LOGO: CGS
 NM0852_PROJECTION: PROJECTING
 NM0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0852+STABILITY: SURFACE MOTION
 NM0852
 NM0852  HISTORY     - Date     Condition        Report By
 NM0852  HISTORY     - 1948     MONUMENTED       CGS
 NM0852  HISTORY     - 1949     GOOD             CGS
 NM0852  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0852
 NM0852                          STATION DESCRIPTION
 NM0852
 NM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0852'1.8 MI N FROM PONCA.
 NM0852'1.8 MILES NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0852'CORNER OF THE CITY PARK AT PONCA, ABOUT 150.0 FEET SOUTH OF A
 NM0852'T ROAD LEADING WEST, ABOUT 225.0 FEET NORTH OF A Y ROAD LEADING
 NM0852'SOUTH, 26.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 NM0852'EAST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE
 NM0852'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0852
 NM0852                          STATION RECOVERY (1949)
 NM0852
 NM0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0852'RECOVERED IN GOOD CONDITION.
 NM0852
 NM0852                          STATION RECOVERY (2020)
 NM0852
 NM0852'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0852'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0664 ***********************************************************************
 NM0664  DESIGNATION -  C 262
 NM0664  PID         -  NM0664
 NM0664  STATE/COUNTY-  NE/DAKOTA
 NM0664  COUNTRY     -  US
 NM0664  USGS QUAD   -  JACKSON (2017)
 NM0664
 NM0664                         *CURRENT SURVEY CONTROL
 NM0664  ______________________________________________________________________
 NM0664* NAD 83(1986) POSITION- 42 28 11.     (N) 096 33 32.     (W)   SCALED
 NM0664* NAVD 88 ORTHO HEIGHT -   337.520 (meters)     1107.35  (feet) ADJUSTED
 NM0664  ______________________________________________________________________
 NM0664  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 NM0664  DYNAMIC HEIGHT  -        337.412 (meters)     1106.99  (feet) COMP
 NM0664  MODELED GRAVITY -    980,291.7   (mgal)                       NAVD 88
 NM0664
 NM0664  VERT ORDER      -  SECOND    CLASS 0
 NM0664
 NM0664.The horizontal coordinates were scaled from a map and have
 NM0664.an estimated accuracy of +/- 6 seconds.
 NM0664
 NM0664.The orthometric height was determined by differential leveling and
 NM0664.adjusted by the NATIONAL GEODETIC SURVEY
 NM0664.in June 1991.
 NM0664
 NM0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0664.GEOID18 height accuracy estimate available here.
 NM0664
 NM0664.Click photographs - Photos may exist for this station.
 NM0664
 NM0664.The dynamic height is computed by dividing the NAVD 88
 NM0664.geopotential number by the normal gravity value computed on the
 NM0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0664.degrees latitude (g = 980.6199 gals.).
 NM0664
 NM0664.The modeled gravity was interpolated from observed gravity values.
 NM0664
 NM0664;                    North         East    Units  Estimated Accuracy
 NM0664;SPC NE       -   298,350.      782,860.      MT  (+/- 180 meters Scaled)
 NM0664
 NM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN006048(NAD 83)
 NM0664
 NM0664                          SUPERSEDED SURVEY CONTROL
 NM0664
 NM0664  NGVD 29 (??/??/92)  337.351  (m)         1106.79   (f) ADJ UNCH    2 0
 NM0664
 NM0664.Superseded values are not recommended for survey control.
 NM0664
 NM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0664.See file dsdata.pdf to determine how the superseded data were derived.
 NM0664
 NM0664_MARKER: DB = BENCH MARK DISK
 NM0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0664_STAMPING: C 262 1948
 NM0664_MARK LOGO: CGS
 NM0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0664+STABILITY: SURFACE MOTION
 NM0664
 NM0664  HISTORY     - Date     Condition        Report By
 NM0664  HISTORY     - 1948     MONUMENTED       CGS
 NM0664  HISTORY     - 1966     GOOD             CGS
 NM0664
 NM0664                          STATION DESCRIPTION
 NM0664
 NM0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0664'1.7 MI N FROM JACKSON.
 NM0664'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0664'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, AT A T ROAD,
 NM0664'ABOUT 300.0 FEET EAST OF A FARMHOUSE, 37.0 FEET SOUTH OF THE
 NM0664'PROJECTED CENTER LINE OF THE ROAD LEADING EAST, 45.0 FEET SOUTH
 NM0664'OF A CORNER FENCE POST, 35.0 FEET WEST OF THE CENTER LINE OF
 NM0664'THE NORTH-SOUTH ROAD, 1.7 FEET EAST OF A FENCE, 1.4 FEET SOUTH
 NM0664'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0664'0.5 FOOT ABOVE THE GROUND.
 NM0664
 NM0664                          STATION RECOVERY (1966)
 NM0664
 NM0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1008 ***********************************************************************
 LF1008  DESIGNATION -  C 263
 LF1008  PID         -  LF1008
 LF1008  STATE/COUNTY-  NE/NEMAHA
 LF1008  COUNTRY     -  US
 LF1008  USGS QUAD   -  HAMBURG (2018)
 LF1008
 LF1008                         *CURRENT SURVEY CONTROL
 LF1008  ______________________________________________________________________
 LF1008* NAD 83(1986) POSITION- 40 32 43.     (N) 095 40 43.     (W)   SCALED
 LF1008* NAVD 88 ORTHO HEIGHT -   276.732 (meters)      907.91  (feet) ADJUSTED
 LF1008  ______________________________________________________________________
 LF1008  GEOID HEIGHT    -        -30.001 (meters)                     GEOID18
 LF1008  DYNAMIC HEIGHT  -        276.586 (meters)      907.43  (feet) COMP
 LF1008  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 LF1008
 LF1008  VERT ORDER      -  SECOND    CLASS 0
 LF1008
 LF1008.The horizontal coordinates were scaled from a map and have
 LF1008.an estimated accuracy of +/- 6 seconds.
 LF1008
 LF1008.The orthometric height was determined by differential leveling and
 LF1008.adjusted by the NATIONAL GEODETIC SURVEY
 LF1008.in June 1991.
 LF1008
 LF1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1008.GEOID18 height accuracy estimate available here.
 LF1008
 LF1008.Click photographs - Photos may exist for this station.
 LF1008
 LF1008.The dynamic height is computed by dividing the NAVD 88
 LF1008.geopotential number by the normal gravity value computed on the
 LF1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1008.degrees latitude (g = 980.6199 gals.).
 LF1008
 LF1008.The modeled gravity was interpolated from observed gravity values.
 LF1008
 LF1008;                    North         East    Units  Estimated Accuracy
 LF1008;SPC NE       -    88,190.      865,840.      MT  (+/- 180 meters Scaled)
 LF1008
 LF1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE731917(NAD 83)
 LF1008
 LF1008                          SUPERSEDED SURVEY CONTROL
 LF1008
 LF1008  NGVD 29 (??/??/92)  276.635  (m)          907.59   (f) ADJ UNCH    2 0
 LF1008
 LF1008.Superseded values are not recommended for survey control.
 LF1008
 LF1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1008.See file dsdata.pdf to determine how the superseded data were derived.
 LF1008
 LF1008_MARKER: DB = BENCH MARK DISK
 LF1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1008_STAMPING: C 263 1948
 LF1008_MARK LOGO: CGS
 LF1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1008+STABILITY: SURFACE MOTION
 LF1008
 LF1008  HISTORY     - Date     Condition        Report By
 LF1008  HISTORY     - 1948     MONUMENTED       CGS
 LF1008  HISTORY     - 1961     GOOD             CGS
 LF1008
 LF1008                          STATION DESCRIPTION
 LF1008
 LF1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1008'7.7 MI W FROM WATSON.
 LF1008'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1008'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1008'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1008'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, IN THE
 LF1008'SOUTHWEST QUARTER OF AN INTERSECTION OF A NORTH-SOUTH AND
 LF1008'EAST-WEST ROAD, 72.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 LF1008'ROAD, 26.5 FEET NORTH OF THE NORTHEAST CORNER OF A FARM HOUSE,
 LF1008'22.4 FEET EAST SOUTHEAST OF A 36-INCH ELM TREE, 22.0 FEET SOUTH
 LF1008'OF A CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET NORTH OF A
 LF1008'FENCE LINE, 1.2 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN
 LF1008'THE TOP OF A CONCRETE POST.  NOTE-- THE WITNESS POST IS GONE.
 LF1008
 LF1008                          STATION RECOVERY (1961)
 LF1008
 LF1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0598 ***********************************************************************
 LF0598  DESIGNATION -  C 266
 LF0598  PID         -  LF0598
 LF0598  STATE/COUNTY-  NE/RICHARDSON
 LF0598  COUNTRY     -  US
 LF0598  USGS QUAD   -  DAWSON (2017)
 LF0598
 LF0598                         *CURRENT SURVEY CONTROL
 LF0598  ______________________________________________________________________
 LF0598* NAD 83(1986) POSITION- 40 13 58.     (N) 095 46 24.     (W)   SCALED
 LF0598* NAVD 88 ORTHO HEIGHT -   317.319 (meters)     1041.07  (feet) ADJUSTED
 LF0598  ______________________________________________________________________
 LF0598  GEOID HEIGHT    -        -29.866 (meters)                     GEOID18
 LF0598  DYNAMIC HEIGHT  -        317.147 (meters)     1040.51  (feet) COMP
 LF0598  MODELED GRAVITY -    980,076.1   (mgal)                       NAVD 88
 LF0598
 LF0598  VERT ORDER      -  SECOND    CLASS 0
 LF0598
 LF0598.The horizontal coordinates were scaled from a map and have
 LF0598.an estimated accuracy of +/- 6 seconds.
 LF0598
 LF0598.The orthometric height was determined by differential leveling and
 LF0598.adjusted by the NATIONAL GEODETIC SURVEY
 LF0598.in June 1991.
 LF0598
 LF0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0598.GEOID18 height accuracy estimate available here.
 LF0598
 LF0598.Click photographs - Photos may exist for this station.
 LF0598
 LF0598.The dynamic height is computed by dividing the NAVD 88
 LF0598.geopotential number by the normal gravity value computed on the
 LF0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0598.degrees latitude (g = 980.6199 gals.).
 LF0598
 LF0598.The modeled gravity was interpolated from observed gravity values.
 LF0598
 LF0598;                    North         East    Units  Estimated Accuracy
 LF0598;SPC NE       -    53,140.      859,530.      MT  (+/- 180 meters Scaled)
 LF0598
 LF0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE640572(NAD 83)
 LF0598
 LF0598                          SUPERSEDED SURVEY CONTROL
 LF0598
 LF0598  NGVD 29 (??/??/92)  317.244  (m)         1040.82   (f) ADJ UNCH    2 0
 LF0598
 LF0598.Superseded values are not recommended for survey control.
 LF0598
 LF0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0598.See file dsdata.pdf to determine how the superseded data were derived.
 LF0598
 LF0598_MARKER: DB = BENCH MARK DISK
 LF0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0598_STAMPING: C 266 1947
 LF0598_MARK LOGO: CGS
 LF0598_PROJECTION: FLUSH
 LF0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0598+STABILITY: SURFACE MOTION
 LF0598
 LF0598  HISTORY     - Date     Condition        Report By
 LF0598  HISTORY     - 1947     MONUMENTED       CGS
 LF0598
 LF0598                          STATION DESCRIPTION
 LF0598
 LF0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0598'AT STELLA.
 LF0598'AT STELLA, 0.1 MILE NORTH ALONG MAIN STREET FROM THE STATE
 LF0598'BANK, AT THE INTERSECTION OF STATE HIGHWAY NO. 62 AND MAIN
 LF0598'STREET, IN THE FRONT LAWN OF THE FIRST EVANGELICAL LUTHERAN
 LF0598'CHURCH, 65.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 33.5 FEET
 LF0598'WEST OF THE CENTER OF MAIN STREET, 21.8 FEET EAST OF THE CENTER
 LF0598'OF THE EAST END OF THE CHURCH, 10.0 FEET WEST OF THE WEST
 LF0598'CONCRETE CURB OF THE STREET, 6.8 FEET EAST OF THE EAST EDGE OF A
 LF0598'BRICK WALK, SET IN A CONCRETE POST ABOUT FLUSH WITH THE TOP OF
 LF0598'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0633 ***********************************************************************
 LF0633  DESIGNATION -  C 267
 LF0633  PID         -  LF0633
 LF0633  STATE/COUNTY-  NE/RICHARDSON
 LF0633  COUNTRY     -  US
 LF0633  USGS QUAD   -  FALLS CITY (2017)
 LF0633
 LF0633                         *CURRENT SURVEY CONTROL
 LF0633  ______________________________________________________________________
 LF0633* NAD 83(1986) POSITION- 40 05 25.     (N) 095 31 12.     (W)   SCALED
 LF0633* NAVD 88 ORTHO HEIGHT -   315.380 (meters)     1034.71  (feet) ADJUSTED
 LF0633  ______________________________________________________________________
 LF0633  GEOID HEIGHT    -        -30.575 (meters)                     GEOID18
 LF0633  DYNAMIC HEIGHT  -        315.205 (meters)     1034.14  (feet) COMP
 LF0633  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 LF0633
 LF0633  VERT ORDER      -  SECOND    CLASS 0
 LF0633
 LF0633.The horizontal coordinates were scaled from a map and have
 LF0633.an estimated accuracy of +/- 6 seconds.
 LF0633
 LF0633.The orthometric height was determined by differential leveling and
 LF0633.adjusted by the NATIONAL GEODETIC SURVEY
 LF0633.in June 1991.
 LF0633
 LF0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0633.GEOID18 height accuracy estimate available here.
 LF0633
 LF0633.Click photographs - Photos may exist for this station.
 LF0633
 LF0633.The dynamic height is computed by dividing the NAVD 88
 LF0633.geopotential number by the normal gravity value computed on the
 LF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0633.degrees latitude (g = 980.6199 gals.).
 LF0633
 LF0633.The modeled gravity was interpolated from observed gravity values.
 LF0633
 LF0633;                    North         East    Units  Estimated Accuracy
 LF0633;SPC NE       -    38,430.      881,870.      MT  (+/- 180 meters Scaled)
 LF0633
 LF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851408(NAD 83)
 LF0633
 LF0633                          SUPERSEDED SURVEY CONTROL
 LF0633
 LF0633  NGVD 29 (??/??/92)  315.311  (m)         1034.48   (f) ADJ UNCH    2 0
 LF0633
 LF0633.Superseded values are not recommended for survey control.
 LF0633
 LF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0633.See file dsdata.pdf to determine how the superseded data were derived.
 LF0633
 LF0633_MARKER: DB = BENCH MARK DISK
 LF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0633_STAMPING: C 267 1947
 LF0633_MARK LOGO: CGS
 LF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0633+STABILITY: SURFACE MOTION
 LF0633
 LF0633  HISTORY     - Date     Condition        Report By
 LF0633  HISTORY     - 1947     MONUMENTED       CGS
 LF0633  HISTORY     - 1982     GOOD             LOCSUR
 LF0633
 LF0633                          STATION DESCRIPTION
 LF0633
 LF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0633'3.7 MI N FROM PRESTON.
 LF0633'3.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0633'AND QUINCY RAILROAD STATION AT PRESTON, AT THE TOP OF A HILL,
 LF0633'70.5 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A FENCE CORNER
 LF0633'POST, 31.0 FEET EAST OF THE CENTER OF THE ROAD, 2.0 FEET
 LF0633'WEST OF A TELEPHONE POLE, 1.7 FOOT EAST OF A REFERENCE POST, SET
 LF0633'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 LF0633'PROJECTING 0.2 FOOT.
 LF0633
 LF0633                          STATION RECOVERY (1982)
 LF0633
 LF0633'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0476 ***********************************************************************
 LF0476  DESIGNATION -  C 268
 LF0476  PID         -  LF0476
 LF0476  STATE/COUNTY-  NE/RICHARDSON
 LF0476  COUNTRY     -  US
 LF0476  USGS QUAD   -  RULO (2017)
 LF0476
 LF0476                         *CURRENT SURVEY CONTROL
 LF0476  ______________________________________________________________________
 LF0476* NAD 83(1986) POSITION- 40 05 31.     (N) 095 26 41.     (W)   SCALED
 LF0476* NAVD 88 ORTHO HEIGHT -   281.688 (meters)      924.17  (feet) ADJUSTED
 LF0476  ______________________________________________________________________
 LF0476  GEOID HEIGHT    -        -30.703 (meters)                     GEOID18
 LF0476  DYNAMIC HEIGHT  -        281.533 (meters)      923.66  (feet) COMP
 LF0476  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 LF0476
 LF0476  VERT ORDER      -  SECOND    CLASS 0
 LF0476
 LF0476.The horizontal coordinates were scaled from a map and have
 LF0476.an estimated accuracy of +/- 6 seconds.
 LF0476
 LF0476.The orthometric height was determined by differential leveling and
 LF0476.adjusted by the NATIONAL GEODETIC SURVEY
 LF0476.in June 1991.
 LF0476
 LF0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0476.GEOID18 height accuracy estimate available here.
 LF0476
 LF0476.Click photographs - Photos may exist for this station.
 LF0476
 LF0476.The dynamic height is computed by dividing the NAVD 88
 LF0476.geopotential number by the normal gravity value computed on the
 LF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0476.degrees latitude (g = 980.6199 gals.).
 LF0476
 LF0476.The modeled gravity was interpolated from observed gravity values.
 LF0476
 LF0476;                    North         East    Units  Estimated Accuracy
 LF0476;SPC NE       -    38,950.      888,280.      MT  (+/- 180 meters Scaled)
 LF0476
 LF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915408(NAD 83)
 LF0476
 LF0476                          SUPERSEDED SURVEY CONTROL
 LF0476
 LF0476  NGVD 29 (??/??/92)  281.623  (m)          923.96   (f) ADJ UNCH    2 0
 LF0476
 LF0476.Superseded values are not recommended for survey control.
 LF0476
 LF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0476.See file dsdata.pdf to determine how the superseded data were derived.
 LF0476
 LF0476_MARKER: DB = BENCH MARK DISK
 LF0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0476_SP_SET: CULVERT HEADWALL
 LF0476_STAMPING: C 268 1947
 LF0476_MARK LOGO: CGS
 LF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0476+STABILITY: SURFACE MOTION
 LF0476
 LF0476  HISTORY     - Date     Condition        Report By
 LF0476  HISTORY     - 1947     MONUMENTED       CGS
 LF0476
 LF0476                          STATION DESCRIPTION
 LF0476
 LF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0476'4 MI N FROM RULO.
 LF0476'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY RAILROAD
 LF0476'FROM THE STATION AT RULO, THENCE 2.9 MILES NORTH ALONG A GRAVEL
 LF0476'AND DIRT ROAD, AT THE CROSSING OF A DEEP RAVINE, 14.0 FEET WEST
 LF0476'OF THE CENTER OF THE ROAD, SET IN THE TOP OF AND 7.1 FEET
 LF0476'NORTH OF THE SOUTH END OF THE WEST HEAD WALL OF A 5 X 5 FOOT
 LF0476'CONCRETE CULVERT UNDER THE ROAD, ABOUT THE SAME ELEVATION AS
 LF0476'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0662 ***********************************************************************
 LF0662  DESIGNATION -  C 269
 LF0662  PID         -  LF0662
 LF0662  STATE/COUNTY-  NE/NEMAHA
 LF0662  COUNTRY     -  US
 LF0662  USGS QUAD   -  PERU (2017)
 LF0662
 LF0662                         *CURRENT SURVEY CONTROL
 LF0662  ______________________________________________________________________
 LF0662* NAD 83(1986) POSITION- 40 29 18.     (N) 095 44 16.     (W)   SCALED
 LF0662* NAVD 88 ORTHO HEIGHT -   276.769 (meters)      908.03  (feet) ADJUSTED
 LF0662  ______________________________________________________________________
 LF0662  GEOID HEIGHT    -        -29.837 (meters)                     GEOID18
 LF0662  DYNAMIC HEIGHT  -        276.623 (meters)      907.55  (feet) COMP
 LF0662  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LF0662
 LF0662  VERT ORDER      -  SECOND    CLASS 0
 LF0662
 LF0662.The horizontal coordinates were scaled from a map and have
 LF0662.an estimated accuracy of +/- 6 seconds.
 LF0662
 LF0662.The orthometric height was determined by differential leveling and
 LF0662.adjusted by the NATIONAL GEODETIC SURVEY
 LF0662.in June 1991.
 LF0662
 LF0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0662.GEOID18 height accuracy estimate available here.
 LF0662
 LF0662.Click photographs - Photos may exist for this station.
 LF0662
 LF0662.The dynamic height is computed by dividing the NAVD 88
 LF0662.geopotential number by the normal gravity value computed on the
 LF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0662.degrees latitude (g = 980.6199 gals.).
 LF0662
 LF0662.The modeled gravity was interpolated from observed gravity values.
 LF0662
 LF0662;                    North         East    Units  Estimated Accuracy
 LF0662;SPC NE       -    81,630.      861,150.      MT  (+/- 180 meters Scaled)
 LF0662
 LF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE679855(NAD 83)
 LF0662
 LF0662                          SUPERSEDED SURVEY CONTROL
 LF0662
 LF0662  NGVD 29 (??/??/92)  276.679  (m)          907.74   (f) ADJ UNCH    2 0
 LF0662
 LF0662.Superseded values are not recommended for survey control.
 LF0662
 LF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0662.See file dsdata.pdf to determine how the superseded data were derived.
 LF0662
 LF0662_MARKER: DB = BENCH MARK DISK
 LF0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0662_STAMPING: C 269 1947
 LF0662_MARK LOGO: CGS
 LF0662_PROJECTION: PROJECTING 6 CENTIMETERS
 LF0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0662+STABILITY: SURFACE MOTION
 LF0662
 LF0662  HISTORY     - Date     Condition        Report By
 LF0662  HISTORY     - 1947     MONUMENTED       CGS
 LF0662  HISTORY     - 20130211 MARK NOT FOUND   NEDR
 LF0662
 LF0662                          STATION DESCRIPTION
 LF0662
 LF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0662'0.4 MI NW FROM PERU.
 LF0662'0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0662'AND QUINCY RAILROAD STATION AT PERU, AT THE FRONT YARD OF A
 LF0662'FARM HOUSE, 90.0 FEET SOUTHEAST OF THE CENTER OF A CONCRETE
 LF0662'WALK LEADING SOUTH TO THE FARM HOUSE, 61.0 FEET EAST OF THE EAST
 LF0662'CORNER OF THE BRICK FOUNDATION FOR THE MAIN PART OF THE FARM
 LF0662'HOUSE, 39.0 FEET SOUTHEAST OF A POINT IN LINE WITH THE SOUTHEAST
 LF0662'WALL OF THE FARM HOUSE, 32.0 FEET SOUTHWEST OF THE CENTER OF
 LF0662'THE MAIN ROAD, 1.5 FOOT NORTHWEST OF A REFERENCE POST, SET IN A
 LF0662'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2
 LF0662'FOOT.
 LF0662
 LF0662                          STATION RECOVERY (2013)
 LF0662
 LF0662'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0662'NEW HOUSE ON GROUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0092 ***********************************************************************
 LJ0092  DESIGNATION -  C 27
 LJ0092  PID         -  LJ0092
 LJ0092  STATE/COUNTY-  NE/FRONTIER
 LJ0092  COUNTRY     -  US
 LJ0092  USGS QUAD   -  QUICK (2017)
 LJ0092
 LJ0092                         *CURRENT SURVEY CONTROL
 LJ0092  ______________________________________________________________________
 LJ0092* NAD 83(1986) POSITION- 40 28 15.44   (N) 100 38 54.70   (W)   HD_HELD1
 LJ0092* NAVD 88 ORTHO HEIGHT -   844.829 (meters)     2771.74  (feet) ADJUSTED
 LJ0092  ______________________________________________________________________
 LJ0092  GEOID HEIGHT    -        -23.336 (meters)                     GEOID18
 LJ0092  DYNAMIC HEIGHT  -        844.282 (meters)     2769.95  (feet) COMP
 LJ0092  MODELED GRAVITY -    979,950.1   (mgal)                       NAVD 88
 LJ0092
 LJ0092  VERT ORDER      -  SECOND    CLASS 0
 LJ0092
 LJ0092.The horizontal coordinates were determined by differentially corrected
 LJ0092.hand held GPS observations or other comparable positioning techniques
 LJ0092.and have an estimated accuracy of +/- 3 meters.
 LJ0092
 LJ0092.The orthometric height was determined by differential leveling and
 LJ0092.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0092.in June 1991.
 LJ0092
 LJ0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0092.GEOID18 height accuracy estimate available here.
 LJ0092
 LJ0092.Click photographs - Photos may exist for this station.
 LJ0092
 LJ0092.The dynamic height is computed by dividing the NAVD 88
 LJ0092.geopotential number by the normal gravity value computed on the
 LJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0092.degrees latitude (g = 980.6199 gals.).
 LJ0092
 LJ0092.The modeled gravity was interpolated from observed gravity values.
 LJ0092
 LJ0092;                    North         East    Units  Estimated Accuracy
 LJ0092;SPC NE       -    71,002.0     445,012.5     MT  (+/- 3 meters HH1 GPS) 
 LJ0092
 LJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6025081335(NAD 83)
 LJ0092
 LJ0092                          SUPERSEDED SURVEY CONTROL
 LJ0092
 LJ0092  NGVD 29 (??/??/92)  844.491  (m)         2770.63   (f) ADJ UNCH    2 0
 LJ0092
 LJ0092.Superseded values are not recommended for survey control.
 LJ0092
 LJ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0092.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0092
 LJ0092_MARKER: DB = BENCH MARK DISK
 LJ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0092_STAMPING: C 27 1934
 LJ0092_MARK LOGO: CGS
 LJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0092+STABILITY: SURFACE MOTION
 LJ0092
 LJ0092  HISTORY     - Date     Condition        Report By
 LJ0092  HISTORY     - 1934     MONUMENTED       CGS
 LJ0092  HISTORY     - 1967     MARK NOT FOUND   USGS
 LJ0092
 LJ0092                          STATION DESCRIPTION
 LJ0092
 LJ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0092'13.2 MI S FROM MAYWOOD.
 LJ0092'13.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0092'COUNTY, 25 YARDS WEST OF A RAVINE LEADING NORTH FROM A LARGER
 LJ0092'ONE RUNNING EAST-AND-WEST, 50 FEET EAST OF THE CENTERLINE OF
 LJ0092'THE HIGHWAY, AND 14 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 LJ0092'STANDARD DISK, STAMPED C 27 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0092'POST.
 LJ0092
 LJ0092                          STATION RECOVERY (1967)
 LJ0092
 LJ0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LJ0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0273 ***********************************************************************
 LH0273  DESIGNATION -  C 270
 LH0273  PID         -  LH0273
 LH0273  STATE/COUNTY-  NE/ADAMS
 LH0273  COUNTRY     -  US
 LH0273  USGS QUAD   -  BLUE HILL (2017)
 LH0273
 LH0273                         *CURRENT SURVEY CONTROL
 LH0273  ______________________________________________________________________
 LH0273* NAD 83(1986) POSITION- 40 21 01.     (N) 098 27 10.     (W)   SCALED
 LH0273* NAVD 88 ORTHO HEIGHT -   592.028 (meters)     1942.35  (feet) ADJUSTED
 LH0273  ______________________________________________________________________
 LH0273  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 LH0273  DYNAMIC HEIGHT  -        591.680 (meters)     1941.20  (feet) COMP
 LH0273  MODELED GRAVITY -    980,019.0   (mgal)                       NAVD 88
 LH0273
 LH0273  VERT ORDER      -  FIRST     CLASS II
 LH0273
 LH0273.The horizontal coordinates were scaled from a map and have
 LH0273.an estimated accuracy of +/- 6 seconds.
 LH0273
 LH0273.The orthometric height was determined by differential leveling and
 LH0273.adjusted by the NATIONAL GEODETIC SURVEY
 LH0273.in June 1991.
 LH0273
 LH0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0273.GEOID18 height accuracy estimate available here.
 LH0273
 LH0273.Click photographs - Photos may exist for this station.
 LH0273
 LH0273.The dynamic height is computed by dividing the NAVD 88
 LH0273.geopotential number by the normal gravity value computed on the
 LH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0273.degrees latitude (g = 980.6199 gals.).
 LH0273
 LH0273.The modeled gravity was interpolated from observed gravity values.
 LH0273
 LH0273;                    North         East    Units  Estimated Accuracy
 LH0273;SPC NE       -    58,570.      631,420.      MT  (+/- 180 meters Scaled)
 LH0273
 LH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK464667(NAD 83)
 LH0273
 LH0273                          SUPERSEDED SURVEY CONTROL
 LH0273
 LH0273  NGVD 29 (??/??/92)  591.801  (m)         1941.60   (f) ADJ UNCH    1 2
 LH0273
 LH0273.Superseded values are not recommended for survey control.
 LH0273
 LH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0273.See file dsdata.pdf to determine how the superseded data were derived.
 LH0273
 LH0273_MARKER: DB = BENCH MARK DISK
 LH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0273_STAMPING: C 270 1947
 LH0273_MARK LOGO: CGS
 LH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0273+STABILITY: SURFACE MOTION
 LH0273
 LH0273  HISTORY     - Date     Condition        Report By
 LH0273  HISTORY     - 1947     MONUMENTED       CGS
 LH0273  HISTORY     - 1981     GOOD             NGS
 LH0273
 LH0273                          STATION DESCRIPTION
 LH0273
 LH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0273'1.2 MI N FROM BLUE HILL.
 LH0273'1.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0273'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 91.0 FEET
 LH0273'NORTH OF THE CENTER LINE OF THE ROAD, 89.2 FEET NORTHEAST OF A
 LH0273'WEBSTER ADAMS COUNTY LINE MARKER POST, 74.6 FEET SOUTHEAST OF
 LH0273'THE 4TH POLE NORTH OF MILEPOST 18, 59.8 FEET NORTH OF A FENCE
 LH0273'CORNER, 43.5 FEET EAST OF THE EAST RAIL, 3.0 FEET NORTH OF A
 LH0273'REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 LH0273'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0273
 LH0273                          STATION RECOVERY (1981)
 LH0273
 LH0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0273'EXCEPT THE OLD POLE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1411 ***********************************************************************
 NM1411  DESIGNATION -  C 271
 NM1411  PID         -  NM1411
 NM1411  STATE/COUNTY-  NE/KNOX
 NM1411  COUNTRY     -  US
 NM1411  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1411
 NM1411                         *CURRENT SURVEY CONTROL
 NM1411  ______________________________________________________________________
 NM1411* NAD 83(1986) POSITION- 42 46 06.     (N) 097 39 44.     (W)   SCALED
 NM1411* NAVD 88 ORTHO HEIGHT -   489.510 (meters)     1606.00  (feet) ADJUSTED
 NM1411  ______________________________________________________________________
 NM1411  GEOID HEIGHT    -        -25.666 (meters)                     GEOID18
 NM1411  DYNAMIC HEIGHT  -        489.348 (meters)     1605.47  (feet) COMP
 NM1411  MODELED GRAVITY -    980,273.5   (mgal)                       NAVD 88
 NM1411
 NM1411  VERT ORDER      -  SECOND    CLASS 0
 NM1411
 NM1411.The horizontal coordinates were scaled from a map and have
 NM1411.an estimated accuracy of +/- 6 seconds.
 NM1411
 NM1411.The orthometric height was determined by differential leveling and
 NM1411.adjusted by the NATIONAL GEODETIC SURVEY
 NM1411.in June 1991.
 NM1411
 NM1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1411.GEOID18 height accuracy estimate available here.
 NM1411
 NM1411.Click photographs - Photos may exist for this station.
 NM1411
 NM1411.The dynamic height is computed by dividing the NAVD 88
 NM1411.geopotential number by the normal gravity value computed on the
 NM1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1411.degrees latitude (g = 980.6199 gals.).
 NM1411
 NM1411.The modeled gravity was interpolated from observed gravity values.
 NM1411
 NM1411;                    North         East    Units  Estimated Accuracy
 NM1411;SPC NE       -   328,470.      691,300.      MT  (+/- 180 meters Scaled)
 NM1411
 NM1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094359(NAD 83)
 NM1411
 NM1411                          SUPERSEDED SURVEY CONTROL
 NM1411
 NM1411  NGVD 29 (??/??/92)  489.285  (m)         1605.26   (f) ADJ UNCH    2 0
 NM1411
 NM1411.Superseded values are not recommended for survey control.
 NM1411
 NM1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1411.See file dsdata.pdf to determine how the superseded data were derived.
 NM1411
 NM1411_MARKER: DB = BENCH MARK DISK
 NM1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1411_STAMPING: C 271 1949
 NM1411_MARK LOGO: CGS
 NM1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1411+STABILITY: SURFACE MOTION
 NM1411
 NM1411  HISTORY     - Date     Condition        Report By
 NM1411  HISTORY     - 1949     MONUMENTED       CGS
 NM1411  HISTORY     - 1966     POOR             CGS
 NM1411
 NM1411                          STATION DESCRIPTION
 NM1411
 NM1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1411'10.8 MI NW FROM CROFTON.
 NM1411'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1411'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1411'12, THENCE 2.8 MILES NORTH ALONG A DIRT ROAD, 0.2 MILE SOUTH OF A
 NM1411'DIRT ROAD LEADING EAST, 48 FEET NORTH OF A SMALL PLUM THICKET, 17
 NM1411'FEET EAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF A
 NM1411'T-FENCE CORNER AND A BRACE POST, 1.0 FOOT WEST OF THE FENCE LINE,
 NM1411'1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM1411'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1411
 NM1411                          STATION RECOVERY (1966)
 NM1411
 NM1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM1411'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1376 ***********************************************************************
 NM1376  DESIGNATION -  C 272
 NM1376  PID         -  NM1376
 NM1376  STATE/COUNTY-  NE/KNOX
 NM1376  COUNTRY     -  US
 NM1376  USGS QUAD   -  SPRINGFIELD (2017)
 NM1376
 NM1376                         *CURRENT SURVEY CONTROL
 NM1376  ______________________________________________________________________
 NM1376* NAD 83(1986) POSITION- 42 45 26.     (N) 097 55 48.     (W)   SCALED
 NM1376* NAVD 88 ORTHO HEIGHT -   420.009 (meters)     1377.98  (feet) ADJUSTED
 NM1376  ______________________________________________________________________
 NM1376  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 NM1376  DYNAMIC HEIGHT  -        419.870 (meters)     1377.52  (feet) COMP
 NM1376  MODELED GRAVITY -    980,278.3   (mgal)                       NAVD 88
 NM1376
 NM1376  VERT ORDER      -  SECOND    CLASS 0
 NM1376
 NM1376.The horizontal coordinates were scaled from a map and have
 NM1376.an estimated accuracy of +/- 6 seconds.
 NM1376
 NM1376.The orthometric height was determined by differential leveling and
 NM1376.adjusted by the NATIONAL GEODETIC SURVEY
 NM1376.in June 1991.
 NM1376
 NM1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1376.GEOID18 height accuracy estimate available here.
 NM1376
 NM1376.Click photographs - Photos may exist for this station.
 NM1376
 NM1376.The dynamic height is computed by dividing the NAVD 88
 NM1376.geopotential number by the normal gravity value computed on the
 NM1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1376.degrees latitude (g = 980.6199 gals.).
 NM1376
 NM1376.The modeled gravity was interpolated from observed gravity values.
 NM1376
 NM1376;                    North         East    Units  Estimated Accuracy
 NM1376;SPC NE       -   326,680.      669,420.      MT  (+/- 180 meters Scaled)
 NM1376
 NM1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN875344(NAD 83)
 NM1376
 NM1376                          SUPERSEDED SURVEY CONTROL
 NM1376
 NM1376  NGVD 29 (??/??/92)  419.794  (m)         1377.27   (f) ADJ UNCH    2 0
 NM1376
 NM1376.Superseded values are not recommended for survey control.
 NM1376
 NM1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1376.See file dsdata.pdf to determine how the superseded data were derived.
 NM1376
 NM1376_MARKER: DB = BENCH MARK DISK
 NM1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1376_STAMPING: C 272 1949
 NM1376_MARK LOGO: CGS
 NM1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1376+STABILITY: SURFACE MOTION
 NM1376
 NM1376  HISTORY     - Date     Condition        Report By
 NM1376  HISTORY     - 1949     MONUMENTED       CGS
 NM1376  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1376  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1376
 NM1376                          STATION DESCRIPTION
 NM1376
 NM1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1376'6.2 MI NW FROM NIOBRARA.
 NM1376'5.45 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1376'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 0.7 MILE
 NM1376'NORTHWEST ALONG A WINDING GRAVELED ROAD, 0.1 MILE NORTHWEST
 NM1376'OF A DIRT ROAD LEADING EAST, ON THE CREST OF A HILL, ABOUT
 NM1376'200 YARDS NORTH OF A WOODED RAVINE, 39 FEET NORTHWEST OF A
 NM1376'TELEPHONE POLE, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NM1376'ROAD, 1.8 FEET NORTHWEST OF A FENCE LINE, 1.2 FEET NORTHWEST
 NM1376'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM1376'POST, PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1376
 NM1376                          STATION RECOVERY (1970)
 NM1376
 NM1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1376'MARK NOT FOUND.
 NM1376
 NM1376                          STATION RECOVERY (1974)
 NM1376
 NM1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0090 ***********************************************************************
 NN0090  DESIGNATION -  C 273
 NN0090  PID         -  NN0090
 NN0090  STATE/COUNTY-  NE/BOYD
 NN0090  COUNTRY     -  US
 NN0090  USGS QUAD   -  MARTY (2017)
 NN0090
 NN0090                         *CURRENT SURVEY CONTROL
 NN0090  ______________________________________________________________________
 NN0090* NAD 83(1986) POSITION- 42 55 19.     (N) 098 26 46.     (W)   SCALED
 NN0090* NAVD 88 ORTHO HEIGHT -   385.127 (meters)     1263.54  (feet) ADJUSTED
 NN0090  ______________________________________________________________________
 NN0090  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 NN0090  DYNAMIC HEIGHT  -        384.997 (meters)     1263.11  (feet) COMP
 NN0090  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 NN0090
 NN0090  VERT ORDER      -  SECOND    CLASS 0
 NN0090
 NN0090.The horizontal coordinates were scaled from a map and have
 NN0090.an estimated accuracy of +/- 6 seconds.
 NN0090
 NN0090.The orthometric height was determined by differential leveling and
 NN0090.adjusted by the NATIONAL GEODETIC SURVEY
 NN0090.in June 1991.
 NN0090
 NN0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0090.GEOID18 height accuracy estimate available here.
 NN0090
 NN0090.Click photographs - Photos may exist for this station.
 NN0090
 NN0090.The dynamic height is computed by dividing the NAVD 88
 NN0090.geopotential number by the normal gravity value computed on the
 NN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0090.degrees latitude (g = 980.6199 gals.).
 NN0090
 NN0090.The modeled gravity was interpolated from observed gravity values.
 NN0090
 NN0090;                    North         East    Units  Estimated Accuracy
 NN0090;SPC NE       -   344,090.      626,860.      MT  (+/- 180 meters Scaled)
 NN0090
 NN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN452522(NAD 83)
 NN0090
 NN0090                          SUPERSEDED SURVEY CONTROL
 NN0090
 NN0090  NGVD 29 (??/??/92)  384.856  (m)         1262.65   (f) ADJ UNCH    2 0
 NN0090
 NN0090.Superseded values are not recommended for survey control.
 NN0090
 NN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0090.See file dsdata.pdf to determine how the superseded data were derived.
 NN0090
 NN0090_MARKER: DB = BENCH MARK DISK
 NN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0090_STAMPING: C 273 1949
 NN0090_MARK LOGO: CGS
 NN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0090+STABILITY: SURFACE MOTION
 NN0090
 NN0090  HISTORY     - Date     Condition        Report By
 NN0090  HISTORY     - 1949     MONUMENTED       CGS
 NN0090  HISTORY     - 1962     GOOD             USGS
 NN0090
 NN0090                          STATION DESCRIPTION
 NN0090
 NN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0090'9.5 MI NE FROM LYNCH.
 NN0090'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0090'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 NN0090'ALONG A DIRT ROAD, AT THE SUMMIT OF A SMALL HILL, 258.0 FEET
 NN0090'NORTHWEST OF THE INTERSECTION OF THE CENTER LINE OF THE MAIN ROAD
 NN0090'AND A FIELD ROAD LEADING NORTHEAST, 167.0 FEET SOUTHEAST OF THE
 NN0090'CENTER LINE OF A GATE AT THE MOUTH OF A DRAW, 27.0 FEET SOUTHWEST
 NN0090'OF THE CENTER LINE OF THE ROAD, 1.1 FEET NORTHEAST OF A FENCE,
 NN0090'1.3 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NN0090'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NN0090
 NN0090                          STATION RECOVERY (1962)
 NN0090
 NN0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0311 ***********************************************************************
 NN0311  DESIGNATION -  C 274
 NN0311  PID         -  NN0311
 NN0311  STATE/COUNTY-  NE/BOYD
 NN0311  COUNTRY     -  US
 NN0311  USGS QUAD   -  GROSS (2017)
 NN0311
 NN0311                         *CURRENT SURVEY CONTROL
 NN0311  ______________________________________________________________________
 NN0311* NAD 83(1986) POSITION- 42 59 28.     (N) 098 34 17.     (W)   SCALED
 NN0311* NAVD 88 ORTHO HEIGHT -   523.574 (meters)     1717.76  (feet) ADJUSTED
 NN0311  ______________________________________________________________________
 NN0311  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 NN0311  DYNAMIC HEIGHT  -        523.392 (meters)     1717.16  (feet) COMP
 NN0311  MODELED GRAVITY -    980,256.3   (mgal)                       NAVD 88
 NN0311
 NN0311  VERT ORDER      -  SECOND    CLASS 0
 NN0311
 NN0311.The horizontal coordinates were scaled from a map and have
 NN0311.an estimated accuracy of +/- 6 seconds.
 NN0311
 NN0311.The orthometric height was determined by differential leveling and
 NN0311.adjusted by the NATIONAL GEODETIC SURVEY
 NN0311.in June 1991.
 NN0311
 NN0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0311.GEOID18 height accuracy estimate available here.
 NN0311
 NN0311.Click photographs - Photos may exist for this station.
 NN0311
 NN0311.The dynamic height is computed by dividing the NAVD 88
 NN0311.geopotential number by the normal gravity value computed on the
 NN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0311.degrees latitude (g = 980.6199 gals.).
 NN0311
 NN0311.The modeled gravity was interpolated from observed gravity values.
 NN0311
 NN0311;                    North         East    Units  Estimated Accuracy
 NN0311;SPC NE       -   351,600.      616,500.      MT  (+/- 180 meters Scaled)
 NN0311
 NN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN349599(NAD 83)
 NN0311
 NN0311                          SUPERSEDED SURVEY CONTROL
 NN0311
 NN0311  NGVD 29 (??/??/92)  523.280  (m)         1716.79   (f) ADJ UNCH    2 0
 NN0311
 NN0311.Superseded values are not recommended for survey control.
 NN0311
 NN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0311.See file dsdata.pdf to determine how the superseded data were derived.
 NN0311
 NN0311_MARKER: DB = BENCH MARK DISK
 NN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0311_STAMPING: C 274 1949
 NN0311_MARK LOGO: CGS
 NN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0311+STABILITY: SURFACE MOTION
 NN0311
 NN0311  HISTORY     - Date     Condition        Report By
 NN0311  HISTORY     - 1949     MONUMENTED       CGS
 NN0311
 NN0311                          STATION DESCRIPTION
 NN0311
 NN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0311'11.1 MI N FROM BRISTOW.
 NN0311'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0311'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH ALONG
 NN0311'A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT ROAD, THENCE
 NN0311'1.2 MILES NORTH ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL, 0.25
 NN0311'MILE SOUTH OF A CURVE WITH TANGENTS LEADING SOUTH AND EAST, 0.6
 NN0311'MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, 25.0 FEET
 NN0311'WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF A FENCE,
 NN0311'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0311'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1059 ***********************************************************************
 NM1059  DESIGNATION -  C 275
 NM1059  PID         -  NM1059
 NM1059  STATE/COUNTY-  NE/CEDAR
 NM1059  COUNTRY     -  US
 NM1059  USGS QUAD   -  SAINT HELENA (2017)
 NM1059
 NM1059                         *CURRENT SURVEY CONTROL
 NM1059  ______________________________________________________________________
 NM1059* NAD 83(1986) POSITION- 42 45 33.     (N) 097 07 30.     (W)   SCALED
 NM1059* NAVD 88 ORTHO HEIGHT -   408.556 (meters)     1340.40  (feet) ADJUSTED
 NM1059  ______________________________________________________________________
 NM1059  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 NM1059  DYNAMIC HEIGHT  -        408.434 (meters)     1340.00  (feet) COMP
 NM1059  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 NM1059
 NM1059  VERT ORDER      -  SECOND    CLASS 0
 NM1059
 NM1059.The horizontal coordinates were scaled from a map and have
 NM1059.an estimated accuracy of +/- 6 seconds.
 NM1059
 NM1059.The orthometric height was determined by differential leveling and
 NM1059.adjusted by the NATIONAL GEODETIC SURVEY
 NM1059.in June 1991.
 NM1059
 NM1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1059.GEOID18 height accuracy estimate available here.
 NM1059
 NM1059.Click photographs - Photos may exist for this station.
 NM1059
 NM1059.The dynamic height is computed by dividing the NAVD 88
 NM1059.geopotential number by the normal gravity value computed on the
 NM1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1059.degrees latitude (g = 980.6199 gals.).
 NM1059
 NM1059.The modeled gravity was interpolated from observed gravity values.
 NM1059
 NM1059;                    North         East    Units  Estimated Accuracy
 NM1059;SPC NE       -   328,780.      735,280.      MT  (+/- 180 meters Scaled)
 NM1059
 NM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN534357(NAD 83)
 NM1059
 NM1059                          SUPERSEDED SURVEY CONTROL
 NM1059
 NM1059  NGVD 29 (??/??/92)  408.350  (m)         1339.73   (f) ADJ UNCH    2 0
 NM1059
 NM1059.Superseded values are not recommended for survey control.
 NM1059
 NM1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1059.See file dsdata.pdf to determine how the superseded data were derived.
 NM1059
 NM1059_MARKER: DB = BENCH MARK DISK
 NM1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1059_STAMPING: C 275 1949
 NM1059_MARK LOGO: CGS
 NM1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1059+STABILITY: SURFACE MOTION
 NM1059
 NM1059  HISTORY     - Date     Condition        Report By
 NM1059  HISTORY     - 1949     MONUMENTED       CGS
 NM1059  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1059
 NM1059                          STATION DESCRIPTION
 NM1059
 NM1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1059'4.2 MI E FROM WYNOT.
 NM1059'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1059'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1059'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1059'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1059'ROAD, THENCE 1.6 MILES EAST ALONG A GRADED DIRT ROAD, 55 FEET
 NM1059'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.0 FEET SOUTHWEST OF
 NM1059'THE CENTER OF A FRAME GATE, 1.4 FEET NORTHWEST OF A FENCE, 1.5
 NM1059'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NM1059'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND AND HAS A LENGTH
 NM1059'OF 5.5 FEET.
 NM1059
 NM1059                          STATION RECOVERY (1967)
 NM1059
 NM1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0873 ***********************************************************************
 NM0873  DESIGNATION -  C 276
 NM0873  PID         -  NM0873
 NM0873  STATE/COUNTY-  NE/DIXON
 NM0873  COUNTRY     -  US
 NM0873  USGS QUAD   -  ELK POINT (2017)
 NM0873
 NM0873                         *CURRENT SURVEY CONTROL
 NM0873  ______________________________________________________________________
 NM0873* NAD 83(1986) POSITION- 42 38 01.     (N) 096 44 54.     (W)   SCALED
 NM0873* NAVD 88 ORTHO HEIGHT -   354.313 (meters)     1162.44  (feet) ADJUSTED
 NM0873  ______________________________________________________________________
 NM0873  GEOID HEIGHT    -        -25.554 (meters)                     GEOID18
 NM0873  DYNAMIC HEIGHT  -        354.205 (meters)     1162.09  (feet) COMP
 NM0873  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 NM0873
 NM0873  VERT ORDER      -  SECOND    CLASS 0
 NM0873
 NM0873.The horizontal coordinates were scaled from a map and have
 NM0873.an estimated accuracy of +/- 6 seconds.
 NM0873
 NM0873.The orthometric height was determined by differential leveling and
 NM0873.adjusted by the NATIONAL GEODETIC SURVEY
 NM0873.in June 1991.
 NM0873
 NM0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0873.GEOID18 height accuracy estimate available here.
 NM0873
 NM0873.Click photographs - Photos may exist for this station.
 NM0873
 NM0873.The dynamic height is computed by dividing the NAVD 88
 NM0873.geopotential number by the normal gravity value computed on the
 NM0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0873.degrees latitude (g = 980.6199 gals.).
 NM0873
 NM0873.The modeled gravity was interpolated from observed gravity values.
 NM0873
 NM0873;                    North         East    Units  Estimated Accuracy
 NM0873;SPC NE       -   315,940.      766,610.      MT  (+/- 180 meters Scaled)
 NM0873
 NM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN846225(NAD 83)
 NM0873
 NM0873                          SUPERSEDED SURVEY CONTROL
 NM0873
 NM0873  NGVD 29 (??/??/92)  354.133  (m)         1161.85   (f) ADJ UNCH    2 0
 NM0873
 NM0873.Superseded values are not recommended for survey control.
 NM0873
 NM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0873.See file dsdata.pdf to determine how the superseded data were derived.
 NM0873
 NM0873_MARKER: DB = BENCH MARK DISK
 NM0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0873_STAMPING: C 276 1949
 NM0873_MARK LOGO: CGS
 NM0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0873+STABILITY: SURFACE MOTION
 NM0873
 NM0873  HISTORY     - Date     Condition        Report By
 NM0873  HISTORY     - 1949     MONUMENTED       CGS
 NM0873  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0873
 NM0873                          STATION DESCRIPTION
 NM0873
 NM0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0873'6 MI NW FROM PONCA.
 NM0873'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER OF
 NM0873'THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0873'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0873'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES NORTH
 NM0873'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF PERRY DOUTHITT,
 NM0873'102.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 93 FEET
 NM0873'WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A
 NM0873'POWER TRANSMISSION LINE POLE, AND SET IN THE TOP OF A 5.5-FOOT
 NM0873'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0873
 NM0873                          STATION RECOVERY (2020)
 NM0873
 NM0873'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0873'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0095 ***********************************************************************
 NN0095  DESIGNATION -  C 277
 NN0095  PID         -  NN0095
 NN0095  STATE/COUNTY-  NE/KNOX
 NN0095  COUNTRY     -  US
 NN0095  USGS QUAD   -  VERDEL (2017)
 NN0095
 NN0095                         *CURRENT SURVEY CONTROL
 NN0095  ______________________________________________________________________
 NN0095* NAD 83(1986) POSITION- 42 50 24.     (N) 098 13 49.     (W)   SCALED
 NN0095* NAVD 88 ORTHO HEIGHT -   452.602 (meters)     1484.91  (feet) ADJUSTED
 NN0095  ______________________________________________________________________
 NN0095  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 NN0095  DYNAMIC HEIGHT  -        452.450 (meters)     1484.41  (feet) COMP
 NN0095  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 NN0095
 NN0095  VERT ORDER      -  SECOND    CLASS 0
 NN0095
 NN0095.The horizontal coordinates were scaled from a map and have
 NN0095.an estimated accuracy of +/- 6 seconds.
 NN0095
 NN0095.The orthometric height was determined by differential leveling and
 NN0095.adjusted by the NATIONAL GEODETIC SURVEY
 NN0095.in June 1991.
 NN0095
 NN0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0095.GEOID18 height accuracy estimate available here.
 NN0095
 NN0095.Click photographs - Photos may exist for this station.
 NN0095
 NN0095.The dynamic height is computed by dividing the NAVD 88
 NN0095.geopotential number by the normal gravity value computed on the
 NN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0095.degrees latitude (g = 980.6199 gals.).
 NN0095
 NN0095.The modeled gravity was interpolated from observed gravity values.
 NN0095
 NN0095;                    North         East    Units  Estimated Accuracy
 NN0095;SPC NE       -   335,330.      644,660.      MT  (+/- 180 meters Scaled)
 NN0095
 NN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN629433(NAD 83)
 NN0095
 NN0095                          SUPERSEDED SURVEY CONTROL
 NN0095
 NN0095  NGVD 29 (??/??/92)  452.363  (m)         1484.13   (f) ADJ UNCH    2 0
 NN0095
 NN0095.Superseded values are not recommended for survey control.
 NN0095
 NN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0095.See file dsdata.pdf to determine how the superseded data were derived.
 NN0095
 NN0095_MARKER: DB = BENCH MARK DISK
 NN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0095_STAMPING: C 277 1949
 NN0095_MARK LOGO: CGS
 NN0095_PROJECTION: FLUSH
 NN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0095+STABILITY: SURFACE MOTION
 NN0095
 NN0095  HISTORY     - Date     Condition        Report By
 NN0095  HISTORY     - 1949     MONUMENTED       CGS
 NN0095
 NN0095                          STATION DESCRIPTION
 NN0095
 NN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0095'4.1 MI NW FROM VERDEL.
 NN0095'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0095'THE STATION AT VERDEL, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD,
 NN0095'THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.4 MILE
 NN0095'NORTHWESTERLY ALONG AN OLD ABANDONED ROAD, ALONG AN EAST-WEST FENCE,
 NN0095'ABOUT 30 FEET EAST OF THE CENTER LINE OF A DRAW, 13 FEET EAST OF
 NN0095'THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF THE FENCE, 2.3
 NN0095'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0095'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0487 ***********************************************************************
 NM0487  DESIGNATION -  C 278
 NM0487  PID         -  NM0487
 NM0487  STATE/COUNTY-  NE/THURSTON
 NM0487  COUNTRY     -  US
 NM0487  USGS QUAD   -  WALTHILL (2017)
 NM0487
 NM0487                         *CURRENT SURVEY CONTROL
 NM0487  ______________________________________________________________________
 NM0487* NAD 83(1986) POSITION- 42 14 16.     (N) 096 23 18.     (W)   SCALED
 NM0487* NAVD 88 ORTHO HEIGHT -   418.967 (meters)     1374.56  (feet) ADJUSTED
 NM0487  ______________________________________________________________________
 NM0487  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 NM0487  DYNAMIC HEIGHT  -        418.829 (meters)     1374.11  (feet) COMP
 NM0487  MODELED GRAVITY -    980,278.4   (mgal)                       NAVD 88
 NM0487
 NM0487  VERT ORDER      -  SECOND    CLASS 0
 NM0487
 NM0487.The horizontal coordinates were scaled from a map and have
 NM0487.an estimated accuracy of +/- 6 seconds.
 NM0487
 NM0487.The orthometric height was determined by differential leveling and
 NM0487.adjusted by the NATIONAL GEODETIC SURVEY
 NM0487.in June 1991.
 NM0487
 NM0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0487.GEOID18 height accuracy estimate available here.
 NM0487
 NM0487.Click photographs - Photos may exist for this station.
 NM0487
 NM0487.The dynamic height is computed by dividing the NAVD 88
 NM0487.geopotential number by the normal gravity value computed on the
 NM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0487.degrees latitude (g = 980.6199 gals.).
 NM0487
 NM0487.The modeled gravity was interpolated from observed gravity values.
 NM0487
 NM0487;                    North         East    Units  Estimated Accuracy
 NM0487;SPC NE       -   273,190.      797,950.      MT  (+/- 180 meters Scaled)
 NM0487
 NM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM154794(NAD 83)
 NM0487
 NM0487                          SUPERSEDED SURVEY CONTROL
 NM0487
 NM0487  NGVD 29 (??/??/92)  418.815  (m)         1374.06   (f) ADJ UNCH    2 0
 NM0487
 NM0487.Superseded values are not recommended for survey control.
 NM0487
 NM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0487.See file dsdata.pdf to determine how the superseded data were derived.
 NM0487
 NM0487_MARKER: DB = BENCH MARK DISK
 NM0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0487_STAMPING: C 278 1949
 NM0487_MARK LOGO: CGS
 NM0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0487+STABILITY: SURFACE MOTION
 NM0487
 NM0487  HISTORY     - Date     Condition        Report By
 NM0487  HISTORY     - 1949     MONUMENTED       CGS
 NM0487
 NM0487                          STATION DESCRIPTION
 NM0487
 NM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0487'3.8 MI NE FROM WINNEBAGO.
 NM0487'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0487'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0487'THENCE 1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 56 FEET WEST
 NM0487'OF THE CENTER LINE OF THE ROAD, 9.0 FEET NORTHEAST OF AN 8-INCH
 NM0487'ELM WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 8.4 FEET
 NM0487'NORTHWEST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE EAST
 NM0487'SIDE OF THE TREE, 2.0 FEET NORTH OF A REFERENCE POST, AND SET
 NM0487'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0487'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0074 ***********************************************************************
 LH0074  DESIGNATION -  C 279 RESET
 LH0074  PID         -  LH0074
 LH0074  STATE/COUNTY-  NE/HALL
 LH0074  COUNTRY     -  US
 LH0074  USGS QUAD   -  ABBOTT (2017)
 LH0074
 LH0074                         *CURRENT SURVEY CONTROL
 LH0074  ______________________________________________________________________
 LH0074* NAD 83(1986) POSITION- 40 54 10.     (N) 098 23 44.     (W)   SCALED
 LH0074* NAVD 88 ORTHO HEIGHT -   575.043 (meters)     1886.62  (feet) ADJUSTED
 LH0074  ______________________________________________________________________
 LH0074  GEOID HEIGHT    -        -24.986 (meters)                     GEOID18
 LH0074  DYNAMIC HEIGHT  -        574.739 (meters)     1885.62  (feet) COMP
 LH0074  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 LH0074
 LH0074  VERT ORDER      -  FIRST     CLASS II
 LH0074
 LH0074.The horizontal coordinates were scaled from a map and have
 LH0074.an estimated accuracy of +/- 6 seconds.
 LH0074
 LH0074.The orthometric height was determined by differential leveling and
 LH0074.adjusted by the NATIONAL GEODETIC SURVEY
 LH0074.in May 1993.
 LH0074
 LH0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0074.GEOID18 height accuracy estimate available here.
 LH0074
 LH0074.Click photographs - Photos may exist for this station.
 LH0074
 LH0074.The dynamic height is computed by dividing the NAVD 88
 LH0074.geopotential number by the normal gravity value computed on the
 LH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0074.degrees latitude (g = 980.6199 gals.).
 LH0074
 LH0074.The modeled gravity was interpolated from observed gravity values.
 LH0074
 LH0074;                    North         East    Units  Estimated Accuracy
 LH0074;SPC NE       -   119,990.      635,140.      MT  (+/- 180 meters Scaled)
 LH0074
 LH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL509281(NAD 83)
 LH0074
 LH0074                          SUPERSEDED SURVEY CONTROL
 LH0074
 LH0074  NGVD 29 (02/14/92)  574.796  (m)         1885.81   (f) ADJUSTED    1 2
 LH0074
 LH0074.Superseded values are not recommended for survey control.
 LH0074
 LH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0074.See file dsdata.pdf to determine how the superseded data were derived.
 LH0074
 LH0074_MARKER: DV = VERTICAL CONTROL DISK
 LH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0074_STAMPING: C 279 RESET 1974
 LH0074_MARK LOGO: NGS
 LH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0074+STABILITY: SURFACE MOTION
 LH0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0074+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0074
 LH0074  HISTORY     - Date     Condition        Report By
 LH0074  HISTORY     - 1974     MONUMENTED       USDA
 LH0074  HISTORY     - 1990     GOOD             USPSQD
 LH0074  HISTORY     - 19910924 GOOD             NGS
 LH0074  HISTORY     - 20010810 GOOD             USPSQD
 LH0074
 LH0074                          STATION DESCRIPTION
 LH0074
 LH0074'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1974
 LH0074'3.2 MI SW FROM GRAND ISLAND.
 LH0074'3.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0074'STATION AT GRAND ISLAND, 85 FEET SOUTHEAST OF THE CENTERLINE
 LH0074'OF U.S. HIGHWAY 30, 36.0 FEET NORTHWEST OF THE NORTHWEST RAIL
 LH0074'OF THE NORTHWEST SET OF TRACKS, 9.0 FEET EAST OF A METAL SIGNAL
 LH0074'CONTROL BUILDING, 3.0 FEET EAST OF DOUBLE POWER POLES, SET IN
 LH0074'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0074
 LH0074                          STATION RECOVERY (1990)
 LH0074
 LH0074'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0074'RECOVERED IN GOOD CONDITION.
 LH0074
 LH0074                          STATION RECOVERY (1991)
 LH0074
 LH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0074'IN GRAND ISLAND, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 LH0074'AND STOLLEY PARK ROAD, 26.8 M (87.9 FT) SOUTHEAST OF THE CENTERLINE
 LH0074'OF OLD U.S. HIGHWAY 30, 25.3 M (83.0 FT) NORTHEAST OF THE CENTER OF
 LH0074'THE ROAD, 10.9 M (35.8 FT) NORTHWEST OF THE NEAR RAIL, 1.1 M (3.6 FT)
 LH0074'EAST OF A UTILITY POLE WITH 2 GUY CABLES, 1.1 M (3.6 FT) NORTH OF A
 LH0074'UTILITY POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LH0074'TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 LH0074'IS FLUSH WITH THE GROUND SURFACE.
 LH0074
 LH0074                          STATION RECOVERY (2001)
 LH0074
 LH0074'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0002 ***********************************************************************
 NN0002  DESIGNATION -  C 280
 NN0002  PID         -  NN0002
 NN0002  STATE/COUNTY-  NE/BOYD
 NN0002  COUNTRY     -  US
 NN0002  USGS QUAD   -  LYNCH (2017)
 NN0002
 NN0002                         *CURRENT SURVEY CONTROL
 NN0002  ______________________________________________________________________
 NN0002* NAD 83(1986) POSITION- 42 49 45.     (N) 098 29 08.     (W)   SCALED
 NN0002* NAVD 88 ORTHO HEIGHT -   429.833 (meters)     1410.21  (feet) POSTED
 NN0002  ______________________________________________________________________
 NN0002  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 NN0002  DYNAMIC HEIGHT  -        429.68  (meters)     1409.7   (feet) COMP
 NN0002  MODELED GRAVITY -    980,247.1   (mgal)                       NAVD 88
 NN0002
 NN0002  VERT ORDER      -  * POSTED, SEE BELOW
 NN0002
 NN0002.The horizontal coordinates were scaled from a map and have
 NN0002.an estimated accuracy of +/- 6 seconds.
 NN0002
 NN0002.The orthometric height was determined by differential leveling
 NN0002.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0002
 NN0002.* This is a POSTED BENCH MARK height.
 NN0002
 NN0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0002.GEOID18 height accuracy estimate available here.
 NN0002
 NN0002.Click photographs - Photos may exist for this station.
 NN0002
 NN0002.The dynamic height is computed by dividing the NAVD 88
 NN0002.geopotential number by the normal gravity value computed on the
 NN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0002.degrees latitude (g = 980.6199 gals.).
 NN0002
 NN0002.The modeled gravity was interpolated from observed gravity values.
 NN0002
 NN0002;                    North         East    Units  Estimated Accuracy
 NN0002;SPC NE       -   333,730.      623,820.      MT  (+/- 180 meters Scaled)
 NN0002
 NN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN420419(NAD 83)
 NN0002
 NN0002                          SUPERSEDED SURVEY CONTROL
 NN0002
 NN0002  NGVD 29 (??/??/92)  429.559  (m)         1409.31   (f) ADJ UNCH    2 0
 NN0002
 NN0002.Superseded values are not recommended for survey control.
 NN0002
 NN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0002.See file dsdata.pdf to determine how the superseded data were derived.
 NN0002
 NN0002_MARKER: DB = BENCH MARK DISK
 NN0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0002_SP_SET: BRIDGE
 NN0002_STAMPING: C 280 1949
 NN0002_MARK LOGO: CGS
 NN0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0002
 NN0002  HISTORY     - Date     Condition        Report By
 NN0002  HISTORY     - 1949     MONUMENTED       CGS
 NN0002
 NN0002                          STATION DESCRIPTION
 NN0002
 NN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0002'0.8 MI W FROM LYNCH.
 NN0002'0.8 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0002'THE STATION AT LYNCH, AT STEEL SPAN BRIDGE F 206, IN THE SOUTHWEST
 NN0002'CORNER OF THE WEST CONCRETE PIER, SET IN THE SOUTH END OF THE
 NN0002'BLOCK SUPPORTING THE FLOOR SYSTEM, 3.2 FEET BELOW THE LEVEL
 NN0002'OF THE TRACK, AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0334 ***********************************************************************
 ML0334  DESIGNATION -  C 281
 ML0334  PID         -  ML0334
 ML0334  STATE/COUNTY-  NE/HOWARD
 ML0334  COUNTRY     -  US
 ML0334  USGS QUAD   -  BOELUS (2017)
 ML0334
 ML0334                         *CURRENT SURVEY CONTROL
 ML0334  ______________________________________________________________________
 ML0334* NAD 83(1986) POSITION- 41 03 39.     (N) 098 42 50.     (W)   SCALED
 ML0334* NAVD 88 ORTHO HEIGHT -   585.874 (meters)     1922.15  (feet) ADJUSTED
 ML0334  ______________________________________________________________________
 ML0334  GEOID HEIGHT    -        -24.380 (meters)                     GEOID18
 ML0334  DYNAMIC HEIGHT  -        585.575 (meters)     1921.17  (feet) COMP
 ML0334  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 ML0334
 ML0334  VERT ORDER      -  FIRST     CLASS II
 ML0334
 ML0334.The horizontal coordinates were scaled from a map and have
 ML0334.an estimated accuracy of +/- 6 seconds.
 ML0334
 ML0334.The orthometric height was determined by differential leveling and
 ML0334.adjusted by the NATIONAL GEODETIC SURVEY
 ML0334.in June 1991.
 ML0334
 ML0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0334.GEOID18 height accuracy estimate available here.
 ML0334
 ML0334.Click photographs - Photos may exist for this station.
 ML0334
 ML0334.The dynamic height is computed by dividing the NAVD 88
 ML0334.geopotential number by the normal gravity value computed on the
 ML0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0334.degrees latitude (g = 980.6199 gals.).
 ML0334
 ML0334.The modeled gravity was interpolated from observed gravity values.
 ML0334
 ML0334;                    North         East    Units  Estimated Accuracy
 ML0334;SPC NE       -   137,090.      608,070.      MT  (+/- 180 meters Scaled)
 ML0334
 ML0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL240455(NAD 83)
 ML0334
 ML0334                          SUPERSEDED SURVEY CONTROL
 ML0334
 ML0334  NGVD 29 (??/??/92)  585.639  (m)         1921.38   (f) ADJ UNCH    1 2
 ML0334
 ML0334.Superseded values are not recommended for survey control.
 ML0334
 ML0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0334.See file dsdata.pdf to determine how the superseded data were derived.
 ML0334
 ML0334_MARKER: DB = BENCH MARK DISK
 ML0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0334_STAMPING: C 281 1949
 ML0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0334+STABILITY: SURFACE MOTION
 ML0334
 ML0334  HISTORY     - Date     Condition        Report By
 ML0334  HISTORY     - 1949     MONUMENTED       CGS
 ML0334
 ML0334                          STATION DESCRIPTION
 ML0334
 ML0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0334'0.8 MI S FROM BOELUS.
 ML0334'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT BOELUS,
 ML0334'AT A T-JUNCTION OF ROADS, 0.2 MILE WEST OF THE NORTHEAST CORNER
 ML0334'OF SECTION 32, T. 13 N., R. 12 W., 222 FEET SOUTHWEST OF THE
 ML0334'SOUTHWEST CORNER OF A STEEL BRIDGE OVER A CANAL, 32 FEET SOUTH OF
 ML0334'THE CENTER LINE OF THE EAST-WEST ROAD, IN LINE WITH A ROW OF
 ML0334'EAST-WEST COTTONWOOD TREES AND BETWEEN THE THIRD AND FOURTH TREE
 ML0334'WEST OF THE EAST END OF THE ROW, SET IN THE TOP OF A CONCRETE POST
 ML0334'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND,
 ML0334'1.6 FEET EAST OF A REFERENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0469 ***********************************************************************
 ML0469  DESIGNATION -  C 282 RESET
 ML0469  PID         -  ML0469
 ML0469  STATE/COUNTY-  NE/HOWARD
 ML0469  COUNTRY     -  US
 ML0469  USGS QUAD   -  DANNEBROG (2017)
 ML0469
 ML0469                         *CURRENT SURVEY CONTROL
 ML0469  ______________________________________________________________________
 ML0469* NAD 83(1986) POSITION- 41 03 41.     (N) 098 36 51.     (W)   SCALED
 ML0469* NAVD 88 ORTHO HEIGHT -   577.61  (meters)     1895.0   (feet) RESET
 ML0469  ______________________________________________________________________
 ML0469  GEOID HEIGHT    -        -24.461 (meters)                     GEOID18
 ML0469  VERT ORDER      -  THIRD
 ML0469
 ML0469.The horizontal coordinates were scaled from a map and have
 ML0469.an estimated accuracy of +/- 6 seconds.
 ML0469
 ML0469.The orthometric height was computed from unverified reset data.
 ML0469
 ML0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0469.GEOID18 height accuracy estimate available here.
 ML0469
 ML0469.Click photographs - Photos may exist for this station.
 ML0469
 ML0469;                    North         East    Units  Estimated Accuracy
 ML0469;SPC NE       -   137,280.      616,450.      MT  (+/- 180 meters Scaled)
 ML0469
 ML0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324456(NAD 83)
 ML0469
 ML0469                          SUPERSEDED SURVEY CONTROL
 ML0469
 ML0469  NGVD 29 (??/??/??)  577.38   (m)         1894.3    (f) RESET       3  
 ML0469
 ML0469.Superseded values are not recommended for survey control.
 ML0469
 ML0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0469.See file dsdata.pdf to determine how the superseded data were derived.
 ML0469
 ML0469_MARKER: DB = BENCH MARK DISK
 ML0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0469_STAMPING: C 282 RESET 1958
 ML0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0469+STABILITY: SURFACE MOTION
 ML0469
 ML0469  HISTORY     - Date     Condition        Report By
 ML0469  HISTORY     - 1958     MONUMENTED       CGS
 ML0469  HISTORY     - 1980     MARK NOT FOUND   NEDR
 ML0469
 ML0469                          STATION DESCRIPTION
 ML0469
 ML0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ML0469'5.3 MI E FROM BOELUS.
 ML0469'5.3 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0469'RAILROAD STATION AT BOELUS, THENCE 1.0 MILE SOUTH ALONG STATE
 ML0469'HIGHWAY NO. 60, AT THE NORTHEAST CORNER OF SECTION 31, T 13 N,
 ML0469'R 11 W., IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 62 FEET
 ML0469'WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH OF THE
 ML0469'CENTERLINE OF A FIELD ROAD LEADING WEST INTO A PASTURE FIELD,
 ML0469'3.6 FEET NORTHEAST OF A 3-WAY CORNER FENCE POST, 1.8 FEET EAST
 ML0469'OF A NORTH-SOUTH FENCE, 3.6 FEET NORTH OF AN EAST-WEST FENCE,
 ML0469'1 FOOT NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0469'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0469'GROUND, AND 0.5 MILE SOUTH OF THE SOUTH END OF A BRIDGE OVER
 ML0469'THE MIDDLE LOUP RIVER.  NOTE-- MOVED WEST 45 FEET AND IS NOW 100
 ML0469'FEET WEST OF THE CENTERLINE OF HIGHWAY 60.  DISK PLACED INTO
 ML0469'NEAR 5 FEET OF CONCRETE FOOTING.
 ML0469
 ML0469                          STATION RECOVERY (1980)
 ML0469
 ML0469'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1980
 ML0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0440 ***********************************************************************
 ML0440  DESIGNATION -  C 283
 ML0440  PID         -  ML0440
 ML0440  STATE/COUNTY-  NE/HOWARD
 ML0440  COUNTRY     -  US
 ML0440  USGS QUAD   -  NYSTED (2017)
 ML0440
 ML0440                         *CURRENT SURVEY CONTROL
 ML0440  ______________________________________________________________________
 ML0440* NAD 83(1986) POSITION- 41 12 36.     (N) 098 36 49.     (W)   SCALED
 ML0440* NAVD 88 ORTHO HEIGHT -   597.693 (meters)     1960.93  (feet) ADJUSTED
 ML0440  ______________________________________________________________________
 ML0440  GEOID HEIGHT    -        -24.450 (meters)                     GEOID18
 ML0440  DYNAMIC HEIGHT  -        597.392 (meters)     1959.94  (feet) COMP
 ML0440  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 ML0440
 ML0440  VERT ORDER      -  SECOND    CLASS 0
 ML0440
 ML0440.The horizontal coordinates were scaled from a map and have
 ML0440.an estimated accuracy of +/- 6 seconds.
 ML0440
 ML0440.The orthometric height was determined by differential leveling and
 ML0440.adjusted by the NATIONAL GEODETIC SURVEY
 ML0440.in June 1991.
 ML0440
 ML0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0440.GEOID18 height accuracy estimate available here.
 ML0440
 ML0440.Click photographs - Photos may exist for this station.
 ML0440
 ML0440.The dynamic height is computed by dividing the NAVD 88
 ML0440.geopotential number by the normal gravity value computed on the
 ML0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0440.degrees latitude (g = 980.6199 gals.).
 ML0440
 ML0440.The modeled gravity was interpolated from observed gravity values.
 ML0440
 ML0440;                    North         East    Units  Estimated Accuracy
 ML0440;SPC NE       -   153,780.      616,230.      MT  (+/- 180 meters Scaled)
 ML0440
 ML0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323621(NAD 83)
 ML0440
 ML0440                          SUPERSEDED SURVEY CONTROL
 ML0440
 ML0440  NGVD 29 (??/??/92)  597.442  (m)         1960.11   (f) ADJ UNCH    2 0
 ML0440
 ML0440.Superseded values are not recommended for survey control.
 ML0440
 ML0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0440.See file dsdata.pdf to determine how the superseded data were derived.
 ML0440
 ML0440_MARKER: DB = BENCH MARK DISK
 ML0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0440_STAMPING: C 283 1949
 ML0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0440+STABILITY: SURFACE MOTION
 ML0440
 ML0440  HISTORY     - Date     Condition        Report By
 ML0440  HISTORY     - 1949     MONUMENTED       CGS
 ML0440
 ML0440                          STATION DESCRIPTION
 ML0440
 ML0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0440'1.4 MI SE FROM FARWELL.
 ML0440'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0440'FROM THE STATION AT FARWELL, THENCE 0.7 MILE SOUTH ALONG A
 ML0440'COUNTY ROAD, 0.3 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 ML0440'6, T. 14 N., R. 11 W., 20 FEET WEST OF THE CENTER LINE OF THE
 ML0440'ROAD, 3.3 FEET SOUTH OF A 3-WAY CORNER FENCE POST, 1 FOOT EAST
 ML0440'OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0440'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0440'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0338 ***********************************************************************
 ML0338  DESIGNATION -  C 284
 ML0338  PID         -  ML0338
 ML0338  STATE/COUNTY-  NE/BUFFALO
 ML0338  COUNTRY     -  US
 ML0338  USGS QUAD   -  BOELUS (2017)
 ML0338
 ML0338                         *CURRENT SURVEY CONTROL
 ML0338  ______________________________________________________________________
 ML0338* NAD 83(1986) POSITION- 41 01 26.31   (N) 098 44 26.27   (W)   HD_HELD1
 ML0338* NAVD 88 ORTHO HEIGHT -   590.523 (meters)     1937.41  (feet) ADJUSTED
 ML0338  ______________________________________________________________________
 ML0338  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 ML0338  DYNAMIC HEIGHT  -        590.213 (meters)     1936.39  (feet) COMP
 ML0338  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 ML0338
 ML0338  VERT ORDER      -  FIRST     CLASS II
 ML0338
 ML0338.The horizontal coordinates were determined by differentially corrected
 ML0338.hand held GPS observations or other comparable positioning techniques
 ML0338.and have an estimated accuracy of +/- 3 meters.
 ML0338
 ML0338.The orthometric height was determined by differential leveling and
 ML0338.adjusted by the NATIONAL GEODETIC SURVEY
 ML0338.in June 1991.
 ML0338
 ML0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0338.GEOID18 height accuracy estimate available here.
 ML0338
 ML0338.Click photographs - Photos may exist for this station.
 ML0338
 ML0338.The dynamic height is computed by dividing the NAVD 88
 ML0338.geopotential number by the normal gravity value computed on the
 ML0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0338.degrees latitude (g = 980.6199 gals.).
 ML0338
 ML0338.The modeled gravity was interpolated from observed gravity values.
 ML0338
 ML0338;                    North         East    Units  Estimated Accuracy
 ML0338;SPC NE       -   132,963.8     605,882.7     MT  (+/- 3 meters HH1 GPS) 
 ML0338
 ML0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2180541450(NAD 83)
 ML0338
 ML0338                          SUPERSEDED SURVEY CONTROL
 ML0338
 ML0338  NGVD 29 (??/??/92)  590.281  (m)         1936.61   (f) ADJ UNCH    1 2
 ML0338
 ML0338.Superseded values are not recommended for survey control.
 ML0338
 ML0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0338.See file dsdata.pdf to determine how the superseded data were derived.
 ML0338
 ML0338_MARKER: DB = BENCH MARK DISK
 ML0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0338_STAMPING: C 284 1949
 ML0338_MARK LOGO: CGS
 ML0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0338+STABILITY: SURFACE MOTION
 ML0338
 ML0338  HISTORY     - Date     Condition        Report By
 ML0338  HISTORY     - 1949     MONUMENTED       CGS
 ML0338
 ML0338                          STATION DESCRIPTION
 ML0338
 ML0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0338'AT ST MICHAEL.
 ML0338'AT ST. MICHAEL, 0.45 MILE EAST ALONG A COUNTY ROAD FROM THE PUBLIC
 ML0338'SCHOOL, AT A RAILROAD CROSSING, 170 FEET SOUTH OF THE SOUTH RAIL
 ML0338'OF THE TRACK, 102 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 ML0338'WEST FROM THE CROSSING, 68 FEET SOUTH OF A CORNER FENCE POST, 18
 ML0338'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING SOUTH TO A
 ML0338'FARMHOUSE, 4 FEET NORTH OF A POWER LINE POLE, 1 FOOT EAST OF A
 ML0338'FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0338'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0338'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0183 ***********************************************************************
 LH0183  DESIGNATION -  C 285
 LH0183  PID         -  LH0183
 LH0183  STATE/COUNTY-  NE/HALL
 LH0183  COUNTRY     -  US
 LH0183  USGS QUAD   -  ABBOTT (2017)
 LH0183
 LH0183                         *CURRENT SURVEY CONTROL
 LH0183  ______________________________________________________________________
 LH0183* NAD 83(1986) POSITION- 40 58 28.     (N) 098 27 19.     (W)   SCALED
 LH0183* NAVD 88 ORTHO HEIGHT -   575.600 (meters)     1888.45  (feet) ADJUSTED
 LH0183  ______________________________________________________________________
 LH0183  GEOID HEIGHT    -        -24.818 (meters)                     GEOID18
 LH0183  DYNAMIC HEIGHT  -        575.301 (meters)     1887.47  (feet) COMP
 LH0183  MODELED GRAVITY -    980,085.4   (mgal)                       NAVD 88
 LH0183
 LH0183  VERT ORDER      -  SECOND    CLASS 0
 LH0183
 LH0183.The horizontal coordinates were scaled from a map and have
 LH0183.an estimated accuracy of +/- 6 seconds.
 LH0183
 LH0183.The orthometric height was determined by differential leveling and
 LH0183.adjusted by the NATIONAL GEODETIC SURVEY
 LH0183.in June 1991.
 LH0183
 LH0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0183.GEOID18 height accuracy estimate available here.
 LH0183
 LH0183.Click photographs - Photos may exist for this station.
 LH0183
 LH0183.The dynamic height is computed by dividing the NAVD 88
 LH0183.geopotential number by the normal gravity value computed on the
 LH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0183.degrees latitude (g = 980.6199 gals.).
 LH0183
 LH0183.The modeled gravity was interpolated from observed gravity values.
 LH0183
 LH0183;                    North         East    Units  Estimated Accuracy
 LH0183;SPC NE       -   127,860.      629,970.      MT  (+/- 180 meters Scaled)
 LH0183
 LH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458360(NAD 83)
 LH0183
 LH0183                          SUPERSEDED SURVEY CONTROL
 LH0183
 LH0183  NGVD 29 (??/??/92)  575.359  (m)         1887.66   (f) ADJ UNCH    2 0
 LH0183
 LH0183.Superseded values are not recommended for survey control.
 LH0183
 LH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0183.See file dsdata.pdf to determine how the superseded data were derived.
 LH0183
 LH0183_MARKER: DB = BENCH MARK DISK
 LH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0183_STAMPING: C 285 1949
 LH0183_MARK LOGO: CGS
 LH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0183+STABILITY: SURFACE MOTION
 LH0183
 LH0183  HISTORY     - Date     Condition        Report By
 LH0183  HISTORY     - 1949     MONUMENTED       CGS
 LH0183
 LH0183                          STATION DESCRIPTION
 LH0183
 LH0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0183'0.4 MI N FROM OVINA.
 LH0183'0.4 MILE NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0183'AT OVINA, AT THE NORTHWEST CORNER OF SECTION 33, T. 12 N.,
 LH0183'R. 10 W., IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0183'149 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 30 FEET
 LH0183'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3 FEET WEST
 LH0183'OF A FENCE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 LH0183'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0183'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0103 ***********************************************************************
 LH0103  DESIGNATION -  C 286
 LH0103  PID         -  LH0103
 LH0103  STATE/COUNTY-  NE/HALL
 LH0103  COUNTRY     -  US
 LH0103  USGS QUAD   -  ALDA (2017)
 LH0103
 LH0103                         *CURRENT SURVEY CONTROL
 LH0103  ______________________________________________________________________
 LH0103* NAD 83(1986) POSITION- 40 46 16.     (N) 098 25 26.     (W)   SCALED
 LH0103* NAVD 88 ORTHO HEIGHT -   581.470 (meters)     1907.71  (feet) ADJUSTED
 LH0103  ______________________________________________________________________
 LH0103  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 LH0103  DYNAMIC HEIGHT  -        581.156 (meters)     1906.68  (feet) COMP
 LH0103  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 LH0103
 LH0103  VERT ORDER      -  SECOND    CLASS 0
 LH0103
 LH0103.The horizontal coordinates were scaled from a map and have
 LH0103.an estimated accuracy of +/- 6 seconds.
 LH0103
 LH0103.The orthometric height was determined by differential leveling and
 LH0103.adjusted by the NATIONAL GEODETIC SURVEY
 LH0103.in June 1991.
 LH0103
 LH0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0103.GEOID18 height accuracy estimate available here.
 LH0103
 LH0103.Click photographs - Photos may exist for this station.
 LH0103
 LH0103.The dynamic height is computed by dividing the NAVD 88
 LH0103.geopotential number by the normal gravity value computed on the
 LH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0103.degrees latitude (g = 980.6199 gals.).
 LH0103
 LH0103.The modeled gravity was interpolated from observed gravity values.
 LH0103
 LH0103;                    North         East    Units  Estimated Accuracy
 LH0103;SPC NE       -   105,330.      633,020.      MT  (+/- 180 meters Scaled)
 LH0103
 LH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL486135(NAD 83)
 LH0103
 LH0103                          SUPERSEDED SURVEY CONTROL
 LH0103
 LH0103  NGVD 29 (??/??/92)  581.228  (m)         1906.91   (f) ADJ UNCH    2 0
 LH0103
 LH0103.Superseded values are not recommended for survey control.
 LH0103
 LH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0103.See file dsdata.pdf to determine how the superseded data were derived.
 LH0103
 LH0103_MARKER: DB = BENCH MARK DISK
 LH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0103_STAMPING: C 286 1949
 LH0103_MARK LOGO: CGS
 LH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0103+STABILITY: SURFACE MOTION
 LH0103
 LH0103  HISTORY     - Date     Condition        Report By
 LH0103  HISTORY     - 1949     MONUMENTED       CGS
 LH0103
 LH0103                          STATION DESCRIPTION
 LH0103
 LH0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0103'3.9 MI W FROM DONIPHAN.
 LH0103'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0103'RAILROAD STATION AT DONIPHAN, THENCE 2.55 MILES WEST ALONG A
 LH0103'GRAVELED ROAD, AT THE FARM HOME OF J.E. BLEVINS AND OCCUPIED BY
 LH0103'C.M. MARKHAM, 144 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0103'ROAD, 83.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 LH0103'20 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3.4 FEET
 LH0103'NORTHWEST OF THE NORTHEAST LEG OF THE WINDMILL, AND SET IN THE
 LH0103'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0103'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0485 ***********************************************************************
 LH0485  DESIGNATION -  C 287
 LH0485  PID         -  LH0485
 LH0485  STATE/COUNTY-  NE/BUFFALO
 LH0485  COUNTRY     -  US
 LH0485  USGS QUAD   -  DENMAN (2017)
 LH0485
 LH0485                         *CURRENT SURVEY CONTROL
 LH0485  ______________________________________________________________________
 LH0485* NAD 83(1986) POSITION- 40 44 32.     (N) 098 44 26.     (W)   SCALED
 LH0485* NAVD 88 ORTHO HEIGHT -   613.566 (meters)     2013.01  (feet) ADJUSTED
 LH0485  ______________________________________________________________________
 LH0485  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 LH0485  DYNAMIC HEIGHT  -        613.227 (meters)     2011.90  (feet) COMP
 LH0485  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 LH0485
 LH0485  VERT ORDER      -  SECOND    CLASS 0
 LH0485
 LH0485.The horizontal coordinates were scaled from a map and have
 LH0485.an estimated accuracy of +/- 6 seconds.
 LH0485
 LH0485.The orthometric height was determined by differential leveling and
 LH0485.adjusted by the NATIONAL GEODETIC SURVEY
 LH0485.in June 1991.
 LH0485
 LH0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0485.GEOID18 height accuracy estimate available here.
 LH0485
 LH0485.Click photographs - Photos may exist for this station.
 LH0485
 LH0485.The dynamic height is computed by dividing the NAVD 88
 LH0485.geopotential number by the normal gravity value computed on the
 LH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0485.degrees latitude (g = 980.6199 gals.).
 LH0485
 LH0485.The modeled gravity was interpolated from observed gravity values.
 LH0485
 LH0485;                    North         East    Units  Estimated Accuracy
 LH0485;SPC NE       -   101,690.      606,350.      MT  (+/- 180 meters Scaled)
 LH0485
 LH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219101(NAD 83)
 LH0485
 LH0485                          SUPERSEDED SURVEY CONTROL
 LH0485
 LH0485  NGVD 29 (??/??/92)  613.311  (m)         2012.17   (f) ADJ UNCH    2 0
 LH0485
 LH0485.Superseded values are not recommended for survey control.
 LH0485
 LH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0485.See file dsdata.pdf to determine how the superseded data were derived.
 LH0485
 LH0485_MARKER: DB = BENCH MARK DISK
 LH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0485_STAMPING: C 287 1949
 LH0485_MARK LOGO: CGS
 LH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0485+STABILITY: SURFACE MOTION
 LH0485
 LH0485  HISTORY     - Date     Condition        Report By
 LH0485  HISTORY     - 1949     MONUMENTED       CGS
 LH0485
 LH0485                          STATION DESCRIPTION
 LH0485
 LH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0485'2.8 MI SW FROM SHELTON.
 LH0485'0.35 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0485'STATION AT SHELTON, THENCE 2.5 MILES SOUTH ALONG A GRAVELED
 LH0485'ROAD, 83 FEET WEST OF THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE
 LH0485'CENTER LINE OF A T ROAD LEADING WEST, 45 FEET WEST OF THE CENTER
 LH0485'OF A WIRE GATE, 34 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 LH0485'ROAD LEADING SOUTHWEST THROUGH A PASTURE, 2.0 FEET SOUTH OF A
 LH0485'FENCE, 2.8 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0485'6-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0332 ***********************************************************************
 LH0332  DESIGNATION -  C 288
 LH0332  PID         -  LH0332
 LH0332  STATE/COUNTY-  NE/ADAMS
 LH0332  COUNTRY     -  US
 LH0332  USGS QUAD   -  HOLSTEIN (2017)
 LH0332
 LH0332                         *CURRENT SURVEY CONTROL
 LH0332  ______________________________________________________________________
 LH0332* NAD 83(1986) POSITION- 40 28 20.     (N) 098 43 24.     (W)   SCALED
 LH0332* NAVD 88 ORTHO HEIGHT -   617.668 (meters)     2026.47  (feet) ADJUSTED
 LH0332  ______________________________________________________________________
 LH0332  GEOID HEIGHT    -        -25.255 (meters)                     GEOID18
 LH0332  DYNAMIC HEIGHT  -        617.307 (meters)     2025.28  (feet) COMP
 LH0332  MODELED GRAVITY -    980,019.5   (mgal)                       NAVD 88
 LH0332
 LH0332  VERT ORDER      -  SECOND    CLASS 0
 LH0332
 LH0332.The horizontal coordinates were scaled from a map and have
 LH0332.an estimated accuracy of +/- 6 seconds.
 LH0332
 LH0332.The orthometric height was determined by differential leveling and
 LH0332.adjusted by the NATIONAL GEODETIC SURVEY
 LH0332.in June 1991.
 LH0332
 LH0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0332.GEOID18 height accuracy estimate available here.
 LH0332
 LH0332.Click photographs - Photos may exist for this station.
 LH0332
 LH0332.The dynamic height is computed by dividing the NAVD 88
 LH0332.geopotential number by the normal gravity value computed on the
 LH0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0332.degrees latitude (g = 980.6199 gals.).
 LH0332
 LH0332.The modeled gravity was interpolated from observed gravity values.
 LH0332
 LH0332;                    North         East    Units  Estimated Accuracy
 LH0332;SPC NE       -    71,740.      608,240.      MT  (+/- 180 meters Scaled)
 LH0332
 LH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234802(NAD 83)
 LH0332
 LH0332                          SUPERSEDED SURVEY CONTROL
 LH0332
 LH0332  NGVD 29 (??/??/92)  617.420  (m)         2025.65   (f) ADJ UNCH    2 0
 LH0332
 LH0332.Superseded values are not recommended for survey control.
 LH0332
 LH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0332.See file dsdata.pdf to determine how the superseded data were derived.
 LH0332
 LH0332_MARKER: DB = BENCH MARK DISK
 LH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0332_STAMPING: C 288 1949
 LH0332_MARK LOGO: CGS
 LH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0332+STABILITY: SURFACE MOTION
 LH0332
 LH0332  HISTORY     - Date     Condition        Report By
 LH0332  HISTORY     - 1949     MONUMENTED       CGS
 LH0332
 LH0332                          STATION DESCRIPTION
 LH0332
 LH0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0332'3.8 MI W FROM HOLSTEIN.
 LH0332'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0332'FROM THE WATER TOWER AT HOLSTEIN, 93.0 FEET EAST OF A NORTH-SOUTH
 LH0332'FENCE LINE WHICH IS THE ADAMS AND KEARNEY COUNTY LINE, 66.0
 LH0332'FEET NORTH OF THE NORTH RAIL, 53.0 FEET NORTHEAST OF THE NORTH
 LH0332'END OF A 36-INCH CONCRETE TUBE CULVERT UNDER THE RAILROAD,
 LH0332'20.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH OF A
 LH0332'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0332'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0454 ***********************************************************************
 LH0454  DESIGNATION -  C 289
 LH0454  PID         -  LH0454
 LH0454  STATE/COUNTY-  NE/KEARNEY
 LH0454  COUNTRY     -  US
 LH0454  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0454
 LH0454                         *CURRENT SURVEY CONTROL
 LH0454  ______________________________________________________________________
 LH0454* NAD 83(1986) POSITION- 40 39 44.     (N) 098 50 49.     (W)   SCALED
 LH0454* NAVD 88 ORTHO HEIGHT -   627.951 (meters)     2060.20  (feet) ADJUSTED
 LH0454  ______________________________________________________________________
 LH0454  GEOID HEIGHT    -        -24.750 (meters)                     GEOID18
 LH0454  DYNAMIC HEIGHT  -        627.596 (meters)     2059.04  (feet) COMP
 LH0454  MODELED GRAVITY -    980,038.4   (mgal)                       NAVD 88
 LH0454
 LH0454  VERT ORDER      -  SECOND    CLASS 0
 LH0454
 LH0454.The horizontal coordinates were scaled from a map and have
 LH0454.an estimated accuracy of +/- 6 seconds.
 LH0454
 LH0454.The orthometric height was determined by differential leveling and
 LH0454.adjusted by the NATIONAL GEODETIC SURVEY
 LH0454.in June 1991.
 LH0454
 LH0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0454.GEOID18 height accuracy estimate available here.
 LH0454
 LH0454.Click photographs - Photos may exist for this station.
 LH0454
 LH0454.The dynamic height is computed by dividing the NAVD 88
 LH0454.geopotential number by the normal gravity value computed on the
 LH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0454.degrees latitude (g = 980.6199 gals.).
 LH0454
 LH0454.The modeled gravity was interpolated from observed gravity values.
 LH0454
 LH0454;                    North         East    Units  Estimated Accuracy
 LH0454;SPC NE       -    92,680.      597,480.      MT  (+/- 180 meters Scaled)
 LH0454
 LH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL129012(NAD 83)
 LH0454
 LH0454                          SUPERSEDED SURVEY CONTROL
 LH0454
 LH0454  NGVD 29 (??/??/92)  627.693  (m)         2059.36   (f) ADJ UNCH    2 0
 LH0454
 LH0454.Superseded values are not recommended for survey control.
 LH0454
 LH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0454.See file dsdata.pdf to determine how the superseded data were derived.
 LH0454
 LH0454_MARKER: DB = BENCH MARK DISK
 LH0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0454_STAMPING: C 289 1949
 LH0454_MARK LOGO: CGS
 LH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0454+STABILITY: SURFACE MOTION
 LH0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0454+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0454
 LH0454  HISTORY     - Date     Condition        Report By
 LH0454  HISTORY     - 1949     MONUMENTED       CGS
 LH0454  HISTORY     - 1973     GOOD             NGS
 LH0454  HISTORY     - 20060512 GOOD             NEDR
 LH0454
 LH0454                          STATION DESCRIPTION
 LH0454
 LH0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0454'5.9 MI S FROM GIBBON.
 LH0454'5.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0454'GIBBON, AT THE FARM HOME OF G.T. ROSS, 100.0 FEET SOUTH OF THE
 LH0454'SOUTHWEST CORNER OF THE HOUSE, 82 FEET EAST OF THE CENTER LINE
 LH0454'OF A NORTH-SOUTH ROAD, 51 FEET SOUTH OF THE CENTER LINE OF A
 LH0454'PRIVATE DRIVEWAY, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0454'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0454
 LH0454                          STATION RECOVERY (1973)
 LH0454
 LH0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LH0454'RECOVERED IN GOOD CONDITION.
 LH0454
 LH0454                          STATION RECOVERY (2006)
 LH0454
 LH0454'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0337 ***********************************************************************
 NO0337  DESIGNATION -  C 29
 NO0337  PID         -  NO0337
 NO0337  STATE/COUNTY-  NE/CHERRY
 NO0337  COUNTRY     -  US
 NO0337  USGS QUAD   -  WILD MARE LAKE SW (2017)
 NO0337
 NO0337                         *CURRENT SURVEY CONTROL
 NO0337  ______________________________________________________________________
 NO0337* NAD 83(1986) POSITION- 42 33 22.     (N) 101 41 06.     (W)   SCALED
 NO0337* NAVD 88 ORTHO HEIGHT -  1063.953 (meters)     3490.65  (feet) ADJUSTED
 NO0337  ______________________________________________________________________
 NO0337  GEOID HEIGHT    -        -19.118 (meters)                     GEOID18
 NO0337  DYNAMIC HEIGHT  -       1063.434 (meters)     3488.95  (feet) COMP
 NO0337  MODELED GRAVITY -    980,096.8   (mgal)                       NAVD 88
 NO0337
 NO0337  VERT ORDER      -  SECOND    CLASS 0
 NO0337
 NO0337.The horizontal coordinates were scaled from a map and have
 NO0337.an estimated accuracy of +/- 6 seconds.
 NO0337
 NO0337.The orthometric height was determined by differential leveling and
 NO0337.adjusted by the NATIONAL GEODETIC SURVEY
 NO0337.in June 1991.
 NO0337
 NO0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0337.GEOID18 height accuracy estimate available here.
 NO0337
 NO0337.Click photographs - Photos may exist for this station.
 NO0337
 NO0337.The dynamic height is computed by dividing the NAVD 88
 NO0337.geopotential number by the normal gravity value computed on the
 NO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0337.degrees latitude (g = 980.6199 gals.).
 NO0337
 NO0337.The modeled gravity was interpolated from observed gravity values.
 NO0337
 NO0337;                    North         East    Units  Estimated Accuracy
 NO0337;SPC NE       -   303,660.      361,650.      MT  (+/- 180 meters Scaled)
 NO0337
 NO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN795150(NAD 83)
 NO0337
 NO0337                          SUPERSEDED SURVEY CONTROL
 NO0337
 NO0337  NGVD 29 (??/??/92) 1063.509  (m)         3489.20   (f) ADJ UNCH    2 0
 NO0337
 NO0337.Superseded values are not recommended for survey control.
 NO0337
 NO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0337.See file dsdata.pdf to determine how the superseded data were derived.
 NO0337
 NO0337_MARKER: DB = BENCH MARK DISK
 NO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0337_STAMPING: C 29 1934
 NO0337_MARK LOGO: CGS
 NO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0337+STABILITY: SURFACE MOTION
 NO0337
 NO0337  HISTORY     - Date     Condition        Report By
 NO0337  HISTORY     - 1934     MONUMENTED       CGS
 NO0337  HISTORY     - 1948     GOOD             CGS
 NO0337  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0337
 NO0337                          STATION DESCRIPTION
 NO0337
 NO0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0337'30.1 MI S FROM MERRIMAN.
 NO0337'30.1 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0337'COUNTY, 10 YARDS WEST OF A WIRE FENCE, AND IN LINE WITH AN
 NO0337'EAST-AND-WEST SECTION-LINE FENCE.  A STANDARD DISK, STAMPED C
 NO0337'29 1934 AND SET IN THE TOP OF A CONCRETE POST.  25.6 MILES
 NO0337'(AIR LINE) SOUTH OF MERRIMAN 1.5 MILES SOUTHWEST ALONG TRAIL
 NO0337'FROM CLIFFORD BRIDGE OVER SNAKE RIVER, 0.3 MILES WEST ALONG FENCE
 NO0337'FROM CLIFFORD CREEK, NEAR QUARTER CORNER BETWEEN SECS. 20 AND
 NO0337'29, T. 30 N., R. 37 W., ON THE WEST SIDE OF TRAIL, 30 FEET WEST
 NO0337'ALONG SECTION-LINE FROM WIRE GATE.
 NO0337
 NO0337                          STATION RECOVERY (1988)
 NO0337
 NO0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0387 ***********************************************************************
 ML0387  DESIGNATION -  C 290
 ML0387  PID         -  ML0387
 ML0387  STATE/COUNTY-  NE/SHERMAN
 ML0387  COUNTRY     -  US
 ML0387  USGS QUAD   -  RAVENNA (2017)
 ML0387
 ML0387                         *CURRENT SURVEY CONTROL
 ML0387  ______________________________________________________________________
 ML0387* NAD 83(1986) POSITION- 41 05 00.     (N) 098 52 54.     (W)   SCALED
 ML0387* NAVD 88 ORTHO HEIGHT -   641.431 (meters)     2104.43  (feet) ADJUSTED
 ML0387  ______________________________________________________________________
 ML0387  GEOID HEIGHT    -        -24.184 (meters)                     GEOID18
 ML0387  DYNAMIC HEIGHT  -        641.094 (meters)     2103.32  (feet) COMP
 ML0387  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 ML0387
 ML0387  VERT ORDER      -  SECOND    CLASS 0
 ML0387
 ML0387.The horizontal coordinates were scaled from a map and have
 ML0387.an estimated accuracy of +/- 6 seconds.
 ML0387
 ML0387.The orthometric height was determined by differential leveling and
 ML0387.adjusted by the NATIONAL GEODETIC SURVEY
 ML0387.in June 1991.
 ML0387
 ML0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0387.GEOID18 height accuracy estimate available here.
 ML0387
 ML0387.Click photographs - Photos may exist for this station.
 ML0387
 ML0387.The dynamic height is computed by dividing the NAVD 88
 ML0387.geopotential number by the normal gravity value computed on the
 ML0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0387.degrees latitude (g = 980.6199 gals.).
 ML0387
 ML0387.The modeled gravity was interpolated from observed gravity values.
 ML0387
 ML0387;                    North         East    Units  Estimated Accuracy
 ML0387;SPC NE       -   139,390.      593,940.      MT  (+/- 180 meters Scaled)
 ML0387
 ML0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL099480(NAD 83)
 ML0387
 ML0387                          SUPERSEDED SURVEY CONTROL
 ML0387
 ML0387  NGVD 29 (??/??/92)  641.186  (m)         2103.62   (f) ADJ UNCH    2 0
 ML0387
 ML0387.Superseded values are not recommended for survey control.
 ML0387
 ML0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0387.See file dsdata.pdf to determine how the superseded data were derived.
 ML0387
 ML0387_MARKER: DB = BENCH MARK DISK
 ML0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0387_STAMPING: C 290 1949
 ML0387_MARK LOGO: CGS
 ML0387_PROJECTION: FLUSH
 ML0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0387+STABILITY: SURFACE MOTION
 ML0387
 ML0387  HISTORY     - Date     Condition        Report By
 ML0387  HISTORY     - 1949     MONUMENTED       CGS
 ML0387  HISTORY     - 19950606 GOOD             NGS
 ML0387
 ML0387                          STATION DESCRIPTION
 ML0387
 ML0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0387'4.7 MI SW FROM ROCKVILLE.
 ML0387'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0387'AT ROCKVILLE, 0.1 MILE NORTH OF A FARMHOUSE, 34 FEET EAST OF
 ML0387'THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF A ROW OF
 ML0387'LOCUST TREES, 3.4 FEET EAST OF A FENCE CORNER, 2.0 FEET WEST
 ML0387'OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH
 ML0387'IS FLUSH WITH THE GROUND.
 ML0387
 ML0387                          STATION RECOVERY (1995)
 ML0387
 ML0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0387'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-4.7 MILES SOUTHWEST ALONG
 ML0387'STATE HIGHWAY 68 FROM THE POST OFFICE AT ROCKVILLE, 0.1 MILE (0.2 KM)
 ML0387'NORTH OF A FARMHOUSE, 33.5 FEET (10.2 M) EAST OF THE CENTERLINE OF THE
 ML0387'COUNTY ROAD, 2.7 FEET (0.8 M) SOUTHEAST OF END POST OF FENCE LEADING
 ML0387'EAST, 43.7 FEET (13.3 M) NORTH NORTHWEST OF CORNER OF METAL QUANSET
 ML0387'SHED, 0.8 FEET (24.4 CM) SOUTH OF FIGERGLASS WITNESS POST, SET IN THE
 ML0387'TOP OF A 5 FOOT (1.5 M) CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0447 ***********************************************************************
 ML0447  DESIGNATION -  C 291
 ML0447  PID         -  ML0447
 ML0447  STATE/COUNTY-  NE/BUFFALO
 ML0447  COUNTRY     -  US
 ML0447  USGS QUAD   -  ROCKVILLE (2017)
 ML0447
 ML0447                         *CURRENT SURVEY CONTROL
 ML0447  ______________________________________________________________________
 ML0447* NAD 83(1986) POSITION- 41 00 11.     (N) 098 46 09.     (W)   SCALED
 ML0447* NAVD 88 ORTHO HEIGHT -   616.694 (meters)     2023.27  (feet) ADJUSTED
 ML0447  ______________________________________________________________________
 ML0447  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 ML0447  DYNAMIC HEIGHT  -        616.366 (meters)     2022.19  (feet) COMP
 ML0447  MODELED GRAVITY -    980,072.4   (mgal)                       NAVD 88
 ML0447
 ML0447  VERT ORDER      -  SECOND    CLASS 0
 ML0447
 ML0447.The horizontal coordinates were scaled from a map and have
 ML0447.an estimated accuracy of +/- 6 seconds.
 ML0447
 ML0447.The orthometric height was determined by differential leveling and
 ML0447.adjusted by the NATIONAL GEODETIC SURVEY
 ML0447.in June 1991.
 ML0447
 ML0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0447.GEOID18 height accuracy estimate available here.
 ML0447
 ML0447.Click photographs - Photos may exist for this station.
 ML0447
 ML0447.The dynamic height is computed by dividing the NAVD 88
 ML0447.geopotential number by the normal gravity value computed on the
 ML0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0447.degrees latitude (g = 980.6199 gals.).
 ML0447
 ML0447.The modeled gravity was interpolated from observed gravity values.
 ML0447
 ML0447;                    North         East    Units  Estimated Accuracy
 ML0447;SPC NE       -   130,610.      603,520.      MT  (+/- 180 meters Scaled)
 ML0447
 ML0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL194391(NAD 83)
 ML0447
 ML0447                          SUPERSEDED SURVEY CONTROL
 ML0447
 ML0447  NGVD 29 (??/??/92)  616.446  (m)         2022.46   (f) ADJ UNCH    2 0
 ML0447
 ML0447.Superseded values are not recommended for survey control.
 ML0447
 ML0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0447.See file dsdata.pdf to determine how the superseded data were derived.
 ML0447
 ML0447_MARKER: DB = BENCH MARK DISK
 ML0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0447_STAMPING: C 291 1949
 ML0447_MARK LOGO: CGS
 ML0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0447+STABILITY: SURFACE MOTION
 ML0447
 ML0447  HISTORY     - Date     Condition        Report By
 ML0447  HISTORY     - 1949     MONUMENTED       CGS
 ML0447  HISTORY     - 19920915 GOOD             NEDR
 ML0447
 ML0447                          STATION DESCRIPTION
 ML0447
 ML0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0447'2.4 MI SW FROM ST MICHAEL.
 ML0447'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0447'ST. MICHAEL, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY NO. 2, 0.5
 ML0447'MILE WEST OF THE NORTHEAST CORNER OF SECTION 22, T. 12 N.,
 ML0447'R. 13 W., IN THE NORTHWEST CORNER OF A FIELD, 43 FEET SOUTH OF
 ML0447'THE CENTER LINE OF THE HIGHWAY, 2.7 FEET SOUTHEAST OF A CORNER
 ML0447'FENCE POST, 2.1 FEET SOUTH OF AN EAST-WEST FENCE, 1.7 FEET EAST
 ML0447'OF A NORTH-SOUTH FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET
 ML0447'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0447'0.2 FOOT ABOVE THE GROUND.
 ML0447
 ML0447                          STATION RECOVERY (1992)
 ML0447
 ML0447'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0447'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0447'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1206 ***********************************************************************
 ML1206  DESIGNATION -  C 291 RESET
 ML1206  PID         -  ML1206
 ML1206  STATE/COUNTY-  NE/BUFFALO
 ML1206  COUNTRY     -  US
 ML1206  USGS QUAD   -  ROCKVILLE (2017)
 ML1206
 ML1206                         *CURRENT SURVEY CONTROL
 ML1206  ______________________________________________________________________
 ML1206* NAD 83(1986) POSITION- 41 00 13.20   (N) 098 46 09.25   (W)   HD_HELD1
 ML1206* NAVD 88 ORTHO HEIGHT -   616.92  (meters)     2024.0   (feet) RESET
 ML1206  ______________________________________________________________________
 ML1206  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 ML1206  VERT ORDER      -  THIRD
 ML1206
 ML1206.The horizontal coordinates were determined by differentially corrected
 ML1206.hand held GPS observations or other comparable positioning techniques
 ML1206.and have an estimated accuracy of +/- 3 meters.
 ML1206
 ML1206.The orthometric height was computed from unverified reset data.
 ML1206
 ML1206.No vertical observational check was made to the station.
 ML1206
 ML1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1206.GEOID18 height accuracy estimate available here.
 ML1206
 ML1206.Click photographs - Photos may exist for this station.
 ML1206
 ML1206;                    North         East    Units  Estimated Accuracy
 ML1206;SPC NE       -   130,674.8     603,509.9     MT  (+/- 3 meters HH1 GPS) 
 ML1206
 ML1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1940639189(NAD 83)
 ML1206
 ML1206                          SUPERSEDED SURVEY CONTROL
 ML1206
 ML1206  NGVD 29 (01/31/13)  616.67   (m)         2023.2    (f) RESET       3  
 ML1206
 ML1206.Superseded values are not recommended for survey control.
 ML1206
 ML1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1206.See file dsdata.pdf to determine how the superseded data were derived.
 ML1206
 ML1206_MARKER: DV = VERTICAL CONTROL DISK
 ML1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1206_STAMPING: C 291 RESET 1992
 ML1206_MARK LOGO: NGS
 ML1206_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1206+STABILITY: SURFACE MOTION
 ML1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1206+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1206
 ML1206  HISTORY     - Date     Condition        Report By
 ML1206  HISTORY     - 1992     MONUMENTED       NEDR
 ML1206
 ML1206                          STATION DESCRIPTION
 ML1206
 ML1206'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1206'ABOUT 12.87 KM (8.00 MI) EAST FROM RAVENNA, 4.18 KM (2.60 MI) WEST
 ML1206'FROM THE HALL BUFFALO COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1206'HIGHWAY 2 AND NEAR THE SOUTH 1/4 CORNER OF SEC15, T12N, R13W AT
 ML1206'HIGHWAY MILE MARKER 335.3, FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 ML1206'68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND EAST ON HIGHWAY 2
 ML1206'FOR 12.87 KM (8.00 MI) TO THE MARK ON THE LEFT, OPPOSITE A FIELD
 ML1206'ENTRANCE ON THE RIGHT, IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1206'PROJECTS ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 22.56
 ML1206'M (74.02 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0
 ML1206'FT) SOUTH FROM A WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH
 ML1206'SIDE OF THE MARKER.  THIS MARK IS 1.61 KM (1.00 MI) WEST FROM BENCH
 ML1206'MARK U 284 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0415 ***********************************************************************
 LH0415  DESIGNATION -  C 292
 LH0415  PID         -  LH0415
 LH0415  STATE/COUNTY-  NE/BUFFALO
 LH0415  COUNTRY     -  US
 LH0415  USGS QUAD   -  CAMERON (2017)
 LH0415
 LH0415                         *CURRENT SURVEY CONTROL
 LH0415  ______________________________________________________________________
 LH0415* NAD 83(1986) POSITION- 40 55 53.20   (N) 098 44 25.78   (W)   HD_HELD1
 LH0415* NAVD 88 ORTHO HEIGHT -   648.603 (meters)     2127.96  (feet) ADJUSTED
 LH0415  ______________________________________________________________________
 LH0415  GEOID HEIGHT    -        -24.534 (meters)                     GEOID18
 LH0415  DYNAMIC HEIGHT  -        648.251 (meters)     2126.80  (feet) COMP
 LH0415  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 LH0415
 LH0415  VERT ORDER      -  FIRST     CLASS II
 LH0415
 LH0415.The horizontal coordinates were determined by differentially corrected
 LH0415.hand held GPS observations or other comparable positioning techniques
 LH0415.and have an estimated accuracy of +/- 3 meters.
 LH0415
 LH0415.The orthometric height was determined by differential leveling and
 LH0415.adjusted by the NATIONAL GEODETIC SURVEY
 LH0415.in June 1991.
 LH0415
 LH0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0415.GEOID18 height accuracy estimate available here.
 LH0415
 LH0415.Click photographs - Photos may exist for this station.
 LH0415
 LH0415.The dynamic height is computed by dividing the NAVD 88
 LH0415.geopotential number by the normal gravity value computed on the
 LH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0415.degrees latitude (g = 980.6199 gals.).
 LH0415
 LH0415.The modeled gravity was interpolated from observed gravity values.
 LH0415
 LH0415;                    North         East    Units  Estimated Accuracy
 LH0415;SPC NE       -   122,692.3     606,043.8     MT  (+/- 3 meters HH1 GPS) 
 LH0415
 LH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2184731179(NAD 83)
 LH0415
 LH0415                          SUPERSEDED SURVEY CONTROL
 LH0415
 LH0415  NGVD 29 (??/??/92)  648.349  (m)         2127.13   (f) ADJ UNCH    1 2
 LH0415
 LH0415.Superseded values are not recommended for survey control.
 LH0415
 LH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0415.See file dsdata.pdf to determine how the superseded data were derived.
 LH0415
 LH0415_MARKER: DB = BENCH MARK DISK
 LH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0415_STAMPING: C 292 1949
 LH0415_MARK LOGO: CGS
 LH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0415+STABILITY: SURFACE MOTION
 LH0415
 LH0415  HISTORY     - Date     Condition        Report By
 LH0415  HISTORY     - 1949     MONUMENTED       CGS
 LH0415
 LH0415                          STATION DESCRIPTION
 LH0415
 LH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0415'7.6 MI S FROM ST MICHAEL.
 LH0415'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL
 LH0415'AT ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0415'THENCE 5.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHWEST
 LH0415'CORNER OF SECTION 12, T. 11 N., R. 13 W., IN THE NORTHEAST
 LH0415'QUARTER OF A PUBLIC ROAD CROSSING, 127 FEET EAST OF THE CENTER
 LH0415'LINE OF THE NORTH-SOUTH ROAD, 64 FEET EAST OF THE CENTER LINE
 LH0415'OF A GATE, 30 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LH0415'ROAD, 0.8 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 LH0415'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0415'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0642 ***********************************************************************
 LH0642  DESIGNATION -  C 293
 LH0642  PID         -  LH0642
 LH0642  STATE/COUNTY-  NE/BUFFALO
 LH0642  COUNTRY     -  US
 LH0642  USGS QUAD   -  RIVERDALE (2017)
 LH0642
 LH0642                         *CURRENT SURVEY CONTROL
 LH0642  ______________________________________________________________________
 LH0642* NAD 83(1986) POSITION- 40 46 31.     (N) 099 08 42.     (W)   SCALED
 LH0642* NAVD 88 ORTHO HEIGHT -   663.459 (meters)     2176.70  (feet) ADJUSTED
 LH0642  ______________________________________________________________________
 LH0642  GEOID HEIGHT    -        -24.246 (meters)                     GEOID18
 LH0642  DYNAMIC HEIGHT  -        663.086 (meters)     2175.47  (feet) COMP
 LH0642  MODELED GRAVITY -    980,040.6   (mgal)                       NAVD 88
 LH0642
 LH0642  VERT ORDER      -  SECOND    CLASS 0
 LH0642
 LH0642.The horizontal coordinates were scaled from a map and have
 LH0642.an estimated accuracy of +/- 6 seconds.
 LH0642
 LH0642.The orthometric height was determined by differential leveling and
 LH0642.adjusted by the NATIONAL GEODETIC SURVEY
 LH0642.in June 1991.
 LH0642
 LH0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0642.GEOID18 height accuracy estimate available here.
 LH0642
 LH0642.Click photographs - Photos may exist for this station.
 LH0642
 LH0642.The dynamic height is computed by dividing the NAVD 88
 LH0642.geopotential number by the normal gravity value computed on the
 LH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0642.degrees latitude (g = 980.6199 gals.).
 LH0642
 LH0642.The modeled gravity was interpolated from observed gravity values.
 LH0642
 LH0642;                    North         East    Units  Estimated Accuracy
 LH0642;SPC NE       -   104,940.      572,160.      MT  (+/- 180 meters Scaled)
 LH0642
 LH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML877138(NAD 83)
 LH0642
 LH0642                          SUPERSEDED SURVEY CONTROL
 LH0642
 LH0642  NGVD 29 (??/??/92)  663.212  (m)         2175.89   (f) ADJ UNCH    2 0
 LH0642
 LH0642.Superseded values are not recommended for survey control.
 LH0642
 LH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0642.See file dsdata.pdf to determine how the superseded data were derived.
 LH0642
 LH0642_MARKER: DB = BENCH MARK DISK
 LH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0642_STAMPING: C 293 1949
 LH0642_MARK LOGO: CGS
 LH0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0642+STABILITY: SURFACE MOTION
 LH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0642+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0642
 LH0642  HISTORY     - Date     Condition        Report By
 LH0642  HISTORY     - 1949     MONUMENTED       CGS
 LH0642  HISTORY     - 1984     GOOD             LOCSUR
 LH0642  HISTORY     - 19930726 GOOD             NGS
 LH0642
 LH0642                          STATION DESCRIPTION
 LH0642
 LH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0642'1.1 MI SE FROM RIVERDALE.
 LH0642'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0642'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0642'THE TRACKS, 79 FEET NORTHWEST OF THE CENTER LINE OF A GATE, 43
 LH0642'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 39 FEET
 LH0642'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST
 LH0642'OF A FENCE, 3 FEET SOUTHEAST OF MILEPOST NO. 9, 1.5 FEET
 LH0642'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0642'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0642'GROUND.
 LH0642
 LH0642                          STATION RECOVERY (1984)
 LH0642
 LH0642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0642'RECOVERED IN GOOD CONDITION.
 LH0642
 LH0642                          STATION RECOVERY (1993)
 LH0642
 LH0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0642'ABOUT 1.1 MI (1.8 KM) SOUTHEAST ALONG STATE HIGHWAY 40, FROM THE
 LH0642'JUNCTION WITH ELM STREET AND 3RD AVENUE, IN RIVERDALE, IN THE SE1/4,
 LH0642'SEC5, T9N, R16W, ON THE SOUTHWEST RIGHT-OF-WAY OF THE HIGHWAY AND
 LH0642'ABOUT 300 FT (91.4 M) WEST FROM A TELEPHONE CABLE JUNCTION BOX, ACROSS
 LH0642'THE ROAD FROM A SMALL CLUSTER OF COTTONWOOD TREES, 39 FT (11.9 M)
 LH0642'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M) NORTHWEST
 LH0642'FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH0642'PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1439 ***********************************************************************
 AI1439  DESIGNATION -  C 294 RESET
 AI1439  PID         -  AI1439
 AI1439  STATE/COUNTY-  NE/BUFFALO
 AI1439  COUNTRY     -  US
 AI1439  USGS QUAD   -  MILLER NE (2017)
 AI1439
 AI1439                         *CURRENT SURVEY CONTROL
 AI1439  ______________________________________________________________________
 AI1439* NAD 83(1986) POSITION- 40 54 07.     (N) 099 15 22.     (W)   SCALED
 AI1439* NAVD 88 ORTHO HEIGHT -   720.57  (meters)     2364.1   (feet) RESET
 AI1439  ______________________________________________________________________
 AI1439  GEOID HEIGHT    -        -24.028 (meters)                     GEOID18
 AI1439  VERT ORDER      -  THIRD
 AI1439
 AI1439.The horizontal coordinates were scaled from a map and have
 AI1439.an estimated accuracy of +/- 6 seconds.
 AI1439
 AI1439.The orthometric height was computed from unverified reset data.
 AI1439
 AI1439.No vertical observational check was made to the station.
 AI1439
 AI1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1439.GEOID18 height accuracy estimate available here.
 AI1439
 AI1439.Click photographs - Photos may exist for this station.
 AI1439
 AI1439;                    North         East    Units  Estimated Accuracy
 AI1439;SPC NE       -   118,910.      562,660.      MT  (+/- 180 meters Scaled)
 AI1439
 AI1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML784279(NAD 83)
 AI1439
 AI1439                          SUPERSEDED SURVEY CONTROL
 AI1439
 AI1439.No superseded survey control is available for this station.
 AI1439
 AI1439_MARKER: DV = VERTICAL CONTROL DISK
 AI1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1439_STAMPING: C 294 RESET 1997
 AI1439_MARK LOGO: NGS
 AI1439_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1439+STABILITY: SURFACE MOTION
 AI1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1439+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1439
 AI1439  HISTORY     - Date     Condition        Report By
 AI1439  HISTORY     - 1997     MONUMENTED       NEDR
 AI1439
 AI1439                          STATION DESCRIPTION
 AI1439
 AI1439'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (DL)
 AI1439'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 WITH
 AI1439'ODESSA ROAD, WHICH IS 1.0 MI (1.6 KM) SOUTHEAST OF MAIN STREET IN
 AI1439'AMHERST, PROCEED NORTH ON ODESSA ROAD FOR 5.18 MI (8.34 KM) TO THE
 AI1439'INTERSECTION WITH 235TH ROAD AND THE BENCH MARK IN THE SOUTHWEST
 AI1439'ANGLE, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE NE1/4, SEC28, T11N,
 AI1439'R17W.  IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AI1439'79.6 M (261.2 FT) WEST OF THE CENTERLINE OF ODESSA ROAD, 11.0 M (36.1
 AI1439'FT) SOUTH OF THE CENTERLINE OF 235TH ROAD, 28.95 M (94.98 FT)
 AI1439'SOUTHEAST OF A NAIL IN THE TOP OF A FENCE POST, 29.66 M (97.31 FT)
 AI1439'SOUTHWEST OF A NAIL IN THE TOP OF A FENCE POST, 7.35 M (24.11 FT)
 AI1439'WEST-NORTHWEST OF A NAIL IN THE BOTTOM, NORTH SIDE OF A FENCE POST,
 AI1439'2.42 M (7.94 FT) EAST-NORTHEAST OF A NAIL IN THE BOTTOM, NORTH SIDE OF
 AI1439'A FENCE POST, 0.5 M (1.6 FT) NORTH OF AN EAST-WEST FENCELINE AND 0.4 M
 AI1439'(1.3 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0542 ***********************************************************************
 LH0542  DESIGNATION -  C 295
 LH0542  PID         -  LH0542
 LH0542  STATE/COUNTY-  NE/BUFFALO
 LH0542  COUNTRY     -  US
 LH0542  USGS QUAD   -  MILLER SW (2017)
 LH0542
 LH0542                         *CURRENT SURVEY CONTROL
 LH0542  ______________________________________________________________________
 LH0542* NAD 83(1986) POSITION- 40 48 04.     (N) 099 23 41.     (W)   SCALED
 LH0542* NAVD 88 ORTHO HEIGHT -   738.867 (meters)     2424.10  (feet) ADJUSTED
 LH0542  ______________________________________________________________________
 LH0542  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 LH0542  DYNAMIC HEIGHT  -        738.441 (meters)     2422.70  (feet) COMP
 LH0542  MODELED GRAVITY -    980,022.3   (mgal)                       NAVD 88
 LH0542
 LH0542  VERT ORDER      -  SECOND    CLASS 0
 LH0542
 LH0542.The horizontal coordinates were scaled from a map and have
 LH0542.an estimated accuracy of +/- 6 seconds.
 LH0542
 LH0542.The orthometric height was determined by differential leveling and
 LH0542.adjusted by the NATIONAL GEODETIC SURVEY
 LH0542.in June 1991.
 LH0542
 LH0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0542.GEOID18 height accuracy estimate available here.
 LH0542
 LH0542.Click photographs - Photos may exist for this station.
 LH0542
 LH0542.The dynamic height is computed by dividing the NAVD 88
 LH0542.geopotential number by the normal gravity value computed on the
 LH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0542.degrees latitude (g = 980.6199 gals.).
 LH0542
 LH0542.The modeled gravity was interpolated from observed gravity values.
 LH0542
 LH0542;                    North         East    Units  Estimated Accuracy
 LH0542;SPC NE       -   107,630.      551,060.      MT  (+/- 180 meters Scaled)
 LH0542
 LH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML667167(NAD 83)
 LH0542
 LH0542                          SUPERSEDED SURVEY CONTROL
 LH0542
 LH0542  NGVD 29 (??/??/92)  738.600  (m)         2423.22   (f) ADJ UNCH    2 0
 LH0542
 LH0542.Superseded values are not recommended for survey control.
 LH0542
 LH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0542.See file dsdata.pdf to determine how the superseded data were derived.
 LH0542
 LH0542_MARKER: DB = BENCH MARK DISK
 LH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0542_STAMPING: C 295 1949
 LH0542_MARK LOGO: CGS
 LH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0542+STABILITY: SURFACE MOTION
 LH0542
 LH0542  HISTORY     - Date     Condition        Report By
 LH0542  HISTORY     - 1949     MONUMENTED       CGS
 LH0542
 LH0542                          STATION DESCRIPTION
 LH0542
 LH0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0542'6.6 MI N FROM ELM CREEK.
 LH0542'6.55 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE POST
 LH0542'OFFICE AT ELM CREEK, AT A ROAD CROSSING, ABOUT 400 FEET NORTHWEST
 LH0542'OF A CEMETERY, 63 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0542'39 FEET EAST OF A CORNER FENCE POST, 20 FEET NORTH OF THE
 LH0542'CENTER LINE OF AN EAST-WEST ROAD, 1.4 FEET SOUTH OF A FENCE,
 LH0542'1.7 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0542'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0932 ***********************************************************************
 MJ0932  DESIGNATION -  C 296 RESET
 MJ0932  PID         -  MJ0932
 MJ0932  STATE/COUNTY-  NE/CASS
 MJ0932  COUNTRY     -  US
 MJ0932  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0932
 MJ0932                         *CURRENT SURVEY CONTROL
 MJ0932  ______________________________________________________________________
 MJ0932* NAD 83(1986) POSITION- 41 00 08.     (N) 095 55 54.     (W)   SCALED
 MJ0932* NAVD 88 ORTHO HEIGHT -   328.77  (meters)     1078.6   (feet) RESET
 MJ0932  ______________________________________________________________________
 MJ0932  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 MJ0932  VERT ORDER      -  THIRD
 MJ0932
 MJ0932.The horizontal coordinates were scaled from a map and have
 MJ0932.an estimated accuracy of +/- 6 seconds.
 MJ0932
 MJ0932.The orthometric height was computed from unverified reset data.
 MJ0932
 MJ0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0932.GEOID18 height accuracy estimate available here.
 MJ0932
 MJ0932.Click photographs - Photos may exist for this station.
 MJ0932
 MJ0932;                    North         East    Units  Estimated Accuracy
 MJ0932;SPC NE       -   137,830.      842,050.      MT  (+/- 180 meters Scaled)
 MJ0932
 MJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534431(NAD 83)
 MJ0932
 MJ0932                          SUPERSEDED SURVEY CONTROL
 MJ0932
 MJ0932  NGVD 29 (??/??/??)  328.67   (m)         1078.3    (f) RESET       3  
 MJ0932
 MJ0932.Superseded values are not recommended for survey control.
 MJ0932
 MJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0932.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0932
 MJ0932_MARKER: DB = BENCH MARK DISK
 MJ0932_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ0932_SP_SET: CULVERT HEADWALL
 MJ0932_STAMPING: C 296 1949 RESET 1957
 MJ0932_MARK LOGO: CGS
 MJ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0932+STABILITY: SURFACE MOTION
 MJ0932
 MJ0932  HISTORY     - Date     Condition        Report By
 MJ0932  HISTORY     - 1957     MONUMENTED       CGS
 MJ0932
 MJ0932                          STATION DESCRIPTION
 MJ0932
 MJ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MJ0932'2.8 MI SW FROM PLATTSMOUTH.
 MJ0932'1.9 MILES WEST ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH
 MJ0932'U.S. HIGHWAYS 73 AND 75 IN THE SOUTHWEST EDGE OF PLATTSMOUTH,
 MJ0932'JUST WEST OF A CONCRETE CULVERT WITH A 6-FOOT HEADWALL, 88 FEET
 MJ0932'SOUTH OF THE CENTER OF STATE HIGHWAY 66, AND 2 FEET NORTH OF
 MJ0932'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED C 296
 MJ0932'1949 RESET 1957.  THE NEW ELEVATION IS 1078.323 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0160 ***********************************************************************
 LG0160  DESIGNATION -  C 297
 LG0160  PID         -  LG0160
 LG0160  STATE/COUNTY-  NE/CASS
 LG0160  COUNTRY     -  US
 LG0160  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0160
 LG0160                         *CURRENT SURVEY CONTROL
 LG0160  ______________________________________________________________________
 LG0160* NAD 83(1986) POSITION- 40 54 03.     (N) 096 02 41.     (W)   SCALED
 LG0160* NAVD 88 ORTHO HEIGHT -   353.984 (meters)     1161.36  (feet) ADJUSTED
 LG0160  ______________________________________________________________________
 LG0160  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 LG0160  DYNAMIC HEIGHT  -        353.833 (meters)     1160.87  (feet) COMP
 LG0160  MODELED GRAVITY -    980,187.0   (mgal)                       NAVD 88
 LG0160
 LG0160  VERT ORDER      -  SECOND    CLASS 0
 LG0160
 LG0160.The horizontal coordinates were scaled from a map and have
 LG0160.an estimated accuracy of +/- 6 seconds.
 LG0160
 LG0160.The orthometric height was determined by differential leveling and
 LG0160.adjusted by the NATIONAL GEODETIC SURVEY
 LG0160.in June 1991.
 LG0160
 LG0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0160.GEOID18 height accuracy estimate available here.
 LG0160
 LG0160.Click photographs - Photos may exist for this station.
 LG0160
 LG0160.The dynamic height is computed by dividing the NAVD 88
 LG0160.geopotential number by the normal gravity value computed on the
 LG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0160.degrees latitude (g = 980.6199 gals.).
 LG0160
 LG0160.The modeled gravity was interpolated from observed gravity values.
 LG0160
 LG0160;                    North         East    Units  Estimated Accuracy
 LG0160;SPC NE       -   126,140.      833,070.      MT  (+/- 180 meters Scaled)
 LG0160
 LG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL489319(NAD 83)
 LG0160
 LG0160                          SUPERSEDED SURVEY CONTROL
 LG0160
 LG0160  NGVD 29 (??/??/92)  353.889  (m)         1161.05   (f) ADJ UNCH    2 0
 LG0160
 LG0160.Superseded values are not recommended for survey control.
 LG0160
 LG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0160.See file dsdata.pdf to determine how the superseded data were derived.
 LG0160
 LG0160_MARKER: DB = BENCH MARK DISK
 LG0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0160_SP_SET: BRIDGE
 LG0160_STAMPING: C 297 1949
 LG0160_MARK LOGO: CGS
 LG0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0160+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2015
 LG0160
 LG0160  HISTORY     - Date     Condition        Report By
 LG0160  HISTORY     - 1949     MONUMENTED       CGS
 LG0160  HISTORY     - 20150926 GOOD             GEOCAC
 LG0160
 LG0160                          STATION DESCRIPTION
 LG0160
 LG0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0160'7.2 MI SW FROM MURRAY.
 LG0160'6.3 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0160'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, THENCE 0.95 MILE
 LG0160'SOUTH ALONG A GRADED GRAVELED ROAD, AT A ROAD INTERSECTION,
 LG0160'SET IN THE EAST HEADWALL OF A 16 X 18 FOOT STEEL AND CONCRETE
 LG0160'BRIDGE, 1.0 FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL,
 LG0160'1.8 FEET ABOVE THE LEVEL OF THE ROAD.
 LG0160
 LG0160                          STATION RECOVERY (2015)
 LG0160
 LG0160'RECOVERY NOTE BY GEOCACHING 2015 (JH)
 LG0160'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1012 ***********************************************************************
 MK1012  DESIGNATION -  C 298
 MK1012  PID         -  MK1012
 MK1012  STATE/COUNTY-  NE/SAUNDERS
 MK1012  COUNTRY     -  US
 MK1012  USGS QUAD   -  WAHOO EAST (2017)
 MK1012
 MK1012                         *CURRENT SURVEY CONTROL
 MK1012  ______________________________________________________________________
 MK1012* NAD 83(1986) POSITION- 41 13 08.59   (N) 096 31 18.70   (W)   HD_HELD1
 MK1012* NAVD 88 ORTHO HEIGHT -   369.984 (meters)     1213.86  (feet) ADJUSTED
 MK1012  ______________________________________________________________________
 MK1012  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 MK1012  DYNAMIC HEIGHT  -        369.811 (meters)     1213.29  (feet) COMP
 MK1012  MODELED GRAVITY -    980,144.5   (mgal)                       NAVD 88
 MK1012
 MK1012  VERT ORDER      -  SECOND    CLASS 0
 MK1012
 MK1012.The horizontal coordinates were determined by differentially corrected
 MK1012.hand held GPS observations or other comparable positioning techniques
 MK1012.and have an estimated accuracy of +/- 3 meters.
 MK1012
 MK1012.The orthometric height was determined by differential leveling and
 MK1012.adjusted by the NATIONAL GEODETIC SURVEY
 MK1012.in June 1991.
 MK1012
 MK1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1012.GEOID18 height accuracy estimate available here.
 MK1012
 MK1012.Click photographs - Photos may exist for this station.
 MK1012
 MK1012.The dynamic height is computed by dividing the NAVD 88
 MK1012.geopotential number by the normal gravity value computed on the
 MK1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1012.degrees latitude (g = 980.6199 gals.).
 MK1012
 MK1012.The modeled gravity was interpolated from observed gravity values.
 MK1012
 MK1012;                    North         East    Units  Estimated Accuracy
 MK1012;SPC NE       -   159,714.3     791,488.3     MT  (+/- 3 meters HH1 GPS) 
 MK1012
 MK1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0773266035(NAD 83)
 MK1012
 MK1012                          SUPERSEDED SURVEY CONTROL
 MK1012
 MK1012  NGVD 29 (??/??/92)  369.844  (m)         1213.40   (f) ADJ UNCH    2 0
 MK1012
 MK1012.Superseded values are not recommended for survey control.
 MK1012
 MK1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1012.See file dsdata.pdf to determine how the superseded data were derived.
 MK1012
 MK1012_MARKER: DB = BENCH MARK DISK
 MK1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1012_STAMPING: C 298 1950
 MK1012_MARK LOGO: CGS
 MK1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1012+STABILITY: SURFACE MOTION
 MK1012
 MK1012  HISTORY     - Date     Condition        Report By
 MK1012  HISTORY     - 1950     MONUMENTED       CGS
 MK1012  HISTORY     - 1984     GOOD             LOCSUR
 MK1012  HISTORY     - 20100908 GOOD             INDIV
 MK1012
 MK1012                          STATION DESCRIPTION
 MK1012
 MK1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1012'2.4 MI W FROM MEAD.
 MK1012'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1012'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.55
 MK1012'MILES WEST ALONG A GRAVELED ROAD, AT THE EAST GATE OF THE ALMA
 MK1012'LUTHERAN CEMETERY, 240 FEET SOUTH OF THE CENTER LINE OF THE EAST
 MK1012'AND WEST ROAD, 38 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 MK1012'SOUTH ROAD, 15 FEET NORTH OF THE CENTER OF THE CEMETERY GATE,
 MK1012'1.4 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MK1012'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1012
 MK1012                          STATION RECOVERY (1984)
 MK1012
 MK1012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1012'RECOVERED IN GOOD CONDITION.
 MK1012
 MK1012                          STATION RECOVERY (2010)
 MK1012
 MK1012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1012'REAL TIME NETWORK GPS OBSERVATION
 MK1012'41 13'08.593''N     96 31'18.699''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0762 ***********************************************************************
 MK0762  DESIGNATION -  C 299
 MK0762  PID         -  MK0762
 MK0762  STATE/COUNTY-  NE/SAUNDERS
 MK0762  COUNTRY     -  US
 MK0762  USGS QUAD   -  MEAD (2017)
 MK0762
 MK0762                         *CURRENT SURVEY CONTROL
 MK0762  ______________________________________________________________________
 MK0762* NAD 83(1986) POSITION- 41 08 49.00   (N) 096 24 23.88   (W)   HD_HELD1
 MK0762* NAVD 88 ORTHO HEIGHT -   345.161 (meters)     1132.42  (feet) ADJUSTED
 MK0762  ______________________________________________________________________
 MK0762  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 MK0762  DYNAMIC HEIGHT  -        345.015 (meters)     1131.94  (feet) COMP
 MK0762  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 MK0762
 MK0762  VERT ORDER      -  SECOND    CLASS 0
 MK0762
 MK0762.The horizontal coordinates were determined by differentially corrected
 MK0762.hand held GPS observations or other comparable positioning techniques
 MK0762.and have an estimated accuracy of +/- 3 meters.
 MK0762
 MK0762.The orthometric height was determined by differential leveling and
 MK0762.adjusted by the NATIONAL GEODETIC SURVEY
 MK0762.in June 1991.
 MK0762
 MK0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0762.GEOID18 height accuracy estimate available here.
 MK0762
 MK0762.Click photographs - Photos may exist for this station.
 MK0762
 MK0762.The dynamic height is computed by dividing the NAVD 88
 MK0762.geopotential number by the normal gravity value computed on the
 MK0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0762.degrees latitude (g = 980.6199 gals.).
 MK0762
 MK0762.The modeled gravity was interpolated from observed gravity values.
 MK0762
 MK0762;                    North         East    Units  Estimated Accuracy
 MK0762;SPC NE       -   152,110.5     801,472.2     MT  (+/- 3 meters HH1 GPS) 
 MK0762
 MK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1763158311(NAD 83)
 MK0762
 MK0762                          SUPERSEDED SURVEY CONTROL
 MK0762
 MK0762  NGVD 29 (??/??/92)  345.043  (m)         1132.03   (f) ADJ UNCH    2 0
 MK0762
 MK0762.Superseded values are not recommended for survey control.
 MK0762
 MK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0762.See file dsdata.pdf to determine how the superseded data were derived.
 MK0762
 MK0762_MARKER: DB = BENCH MARK DISK
 MK0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0762_STAMPING: C 299 1950
 MK0762_MARK LOGO: CGS
 MK0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0762+STABILITY: SURFACE MOTION
 MK0762
 MK0762  HISTORY     - Date     Condition        Report By
 MK0762  HISTORY     - 1950     MONUMENTED       CGS
 MK0762  HISTORY     - 20100423 GOOD             INDIV
 MK0762
 MK0762                          STATION DESCRIPTION
 MK0762
 MK0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0762'2.6 MI W FROM WANN.
 MK0762'2.6 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0762'AND QUINCY RAILROAD STATION AT WANN, AT A T ROAD JUNCTION, 85
 MK0762'FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST,
 MK0762'48 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD,
 MK0762'64 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.8 FEET
 MK0762'SOUTH OF A WITNESS POST, ALONG THE EAST SIDE OF THE NEBRASKA
 MK0762'ORDINANCE DEPOT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0762'0.5 FOOT ABOVE THE GROUND.
 MK0762
 MK0762                          STATION RECOVERY (2010)
 MK0762
 MK0762'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK0762'REAL TIME NETWORK GPS OBSERVATION.
 MK0762'41 08'48.993''N      96 24'23.879''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0025 ***********************************************************************
 NO0025  DESIGNATION -  C 3
 NO0025  PID         -  NO0025
 NO0025  STATE/COUNTY-  NE/CHERRY
 NO0025  COUNTRY     -  US
 NO0025  USGS QUAD   -  ARABIA (2017)
 NO0025
 NO0025                         *CURRENT SURVEY CONTROL
 NO0025  ______________________________________________________________________
 NO0025* NAD 83(1986) POSITION- 42 39 35.     (N) 100 17 47.     (W)   SCALED
 NO0025* NAVD 88 ORTHO HEIGHT -   823.761 (meters)     2702.62  (feet) ADJUSTED
 NO0025  ______________________________________________________________________
 NO0025  GEOID HEIGHT    -        -21.958 (meters)                     GEOID18
 NO0025  DYNAMIC HEIGHT  -        823.419 (meters)     2701.50  (feet) COMP
 NO0025  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 NO0025
 NO0025  VERT ORDER      -  FIRST     CLASS II
 NO0025
 NO0025.The horizontal coordinates were scaled from a map and have
 NO0025.an estimated accuracy of +/- 6 seconds.
 NO0025
 NO0025.The orthometric height was determined by differential leveling and
 NO0025.adjusted by the NATIONAL GEODETIC SURVEY
 NO0025.in June 1991.
 NO0025
 NO0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0025.GEOID18 height accuracy estimate available here.
 NO0025
 NO0025.Click photographs - Photos may exist for this station.
 NO0025
 NO0025.The dynamic height is computed by dividing the NAVD 88
 NO0025.geopotential number by the normal gravity value computed on the
 NO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0025.degrees latitude (g = 980.6199 gals.).
 NO0025
 NO0025.The modeled gravity was interpolated from observed gravity values.
 NO0025
 NO0025;                    North         East    Units  Estimated Accuracy
 NO0025;SPC NE       -   313,860.      475,700.      MT  (+/- 180 meters Scaled)
 NO0025
 NO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN937238(NAD 83)
 NO0025
 NO0025                          SUPERSEDED SURVEY CONTROL
 NO0025
 NO0025  NGVD 29 (??/??/92)  823.473  (m)         2701.68   (f) ADJ UNCH    1 2
 NO0025
 NO0025.Superseded values are not recommended for survey control.
 NO0025
 NO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0025.See file dsdata.pdf to determine how the superseded data were derived.
 NO0025
 NO0025_MARKER: H = DRILL HOLE
 NO0025_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0025
 NO0025  HISTORY     - Date     Condition        Report By
 NO0025  HISTORY     - 1901     MONUMENTED       CGS
 NO0025  HISTORY     - 1946     GOOD             CGS
 NO0025  HISTORY     - 1975     MARK NOT FOUND   NGS
 NO0025  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0025  HISTORY     - 19971128 MARK NOT FOUND   LOCSUR
 NO0025
 NO0025                          STATION DESCRIPTION
 NO0025
 NO0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0025'0.5 MI W FROM WOOD LAKE.
 NO0025'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WOOD
 NO0025'LAKE, CHERRY COUNTY, THENCE 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY
 NO0025'20, 44 FEET NORTHEAST OF THE CENTERLINE OF THE CHICAGO AND
 NO0025'NORTH WESTERN RAILWAY TRACK, OPPOSITE C. AND N.W. RY. MILEPOST
 NO0025'247, 6 FEET NORTHWEST OF A POLE 1 FOOT SOUTHEAST OF A WHITE
 NO0025'WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  THE
 NO0025'BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 NO0025'IN THE TOP OF A LIMESTONE POST AND PROJECTING 6 INCHES ABOVE
 NO0025'GROUND.
 NO0025
 NO0025                          STATION RECOVERY (1975)
 NO0025
 NO0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0025'MARK NOT FOUND.
 NO0025
 NO0025                          STATION RECOVERY (1984)
 NO0025
 NO0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0025'MARK NOT FOUND.
 NO0025
 NO0025                          STATION RECOVERY (1997)
 NO0025
 NO0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NO0025'MONUMENT SEARCHED FOR, BUT NOT FOUND.  A DILIGENT SEARCH WAS MADE FOR
 NO0025'THIS MONUMENT WHICH IS IN AN AREA THAT WAS USED TO OBTAIN HAY ALONG
 NO0025'THE RAILROAD RIGHT OF WAY.  I FEEL THAT THIS MONUMENT PROBABLY WAS
 NO0025'DESTROYED.  THIS INFORMATION SUPPORTS THE STATION RECOVERY REPORTS OF
 NO0025'1975 AND 1984.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0783 ***********************************************************************
 MK0783  DESIGNATION -  C 300
 MK0783  PID         -  MK0783
 MK0783  STATE/COUNTY-  NE/DOUGLAS
 MK0783  COUNTRY     -  US
 MK0783  USGS QUAD   -  WANN (2017)
 MK0783
 MK0783                         *CURRENT SURVEY CONTROL
 MK0783  ______________________________________________________________________
 MK0783* NAD 83(1986) POSITION- 41 13 59.     (N) 096 19 50.     (W)   SCALED
 MK0783* NAVD 88 ORTHO HEIGHT -   340.239 (meters)     1116.27  (feet) ADJUSTED
 MK0783  ______________________________________________________________________
 MK0783  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 MK0783  DYNAMIC HEIGHT  -        340.088 (meters)     1115.77  (feet) COMP
 MK0783  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 MK0783
 MK0783  VERT ORDER      -  SECOND    CLASS 0
 MK0783
 MK0783.The horizontal coordinates were scaled from a map and have
 MK0783.an estimated accuracy of +/- 6 seconds.
 MK0783
 MK0783.The orthometric height was determined by differential leveling and
 MK0783.adjusted by the NATIONAL GEODETIC SURVEY
 MK0783.in June 1991.
 MK0783
 MK0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0783.GEOID18 height accuracy estimate available here.
 MK0783
 MK0783.Click photographs - Photos may exist for this station.
 MK0783
 MK0783.The dynamic height is computed by dividing the NAVD 88
 MK0783.geopotential number by the normal gravity value computed on the
 MK0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0783.degrees latitude (g = 980.6199 gals.).
 MK0783
 MK0783.The modeled gravity was interpolated from observed gravity values.
 MK0783
 MK0783;                    North         East    Units  Estimated Accuracy
 MK0783;SPC NE       -   161,930.      807,450.      MT  (+/- 180 meters Scaled)
 MK0783
 MK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL237680(NAD 83)
 MK0783
 MK0783                          SUPERSEDED SURVEY CONTROL
 MK0783
 MK0783  NGVD 29 (??/??/92)  340.112  (m)         1115.85   (f) ADJ UNCH    2 0
 MK0783
 MK0783.Superseded values are not recommended for survey control.
 MK0783
 MK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0783.See file dsdata.pdf to determine how the superseded data were derived.
 MK0783
 MK0783_MARKER: DB = BENCH MARK DISK
 MK0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0783_STAMPING: C 300 1950
 MK0783_MARK LOGO: CGS
 MK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0783+STABILITY: SURFACE MOTION
 MK0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0783+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2014
 MK0783
 MK0783  HISTORY     - Date     Condition        Report By
 MK0783  HISTORY     - 1950     MONUMENTED       CGS
 MK0783  HISTORY     - 1976     GOOD             LOCSUR
 MK0783  HISTORY     - 20140124 GOOD             THOMDD
 MK0783  HISTORY     - 20140219 GOOD             INDIV
 MK0783
 MK0783                          STATION DESCRIPTION
 MK0783
 MK0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0783'6.2 MI S FROM VALLEY.
 MK0783'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 MK0783'VALLEY, THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE
 MK0783'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 4.0 MILES
 MK0783'SOUTH ALONG STATE HIGHWAY 93, AT THE JUNCTION OF U.S. HIGHWAY
 MK0783'30 A AND STATE HIGHWAY 93, 144 FEET WEST OF THE CENTER LINE
 MK0783'OF A NORTH AND SOUTH ROAD, 101 FEET SOUTH OF THE CENTER LINE
 MK0783'OF U.S. HIGHWAY 30 A, 9 FEET WEST OF THE NORTHWEST CORNER OF THE
 MK0783'BLUE TOP CAFE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0783'0.1 FOOT ABOVE THE GROUND.
 MK0783
 MK0783                          STATION RECOVERY (1976)
 MK0783
 MK0783'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0783'RECOVERED IN GOOD CONDITION.
 MK0783
 MK0783                          STATION RECOVERY (2014)
 MK0783
 MK0783'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2014 (MTC)
 MK0783'141 FT WEST FROM THE CENTERLINE OF THE N-S ROAD WHICH IS LOCALLY 264TH
 MK0783'STREET. 100 FT SOUTH FROM THE CENTERLINE OF THE E-W ROAD WHICH IS
 MK0783'LOCALLY WEST CENTER ROAD AND ALSO STATE HWY 92. 2FT SOUTH AND 9 FT
 MK0783'WEST OF THE NORTHWEST BLDG CORNER. ABOUT 2.5 FT WSW OF THE WEST FACE
 MK0783'OF A POWER POLE. ABOT 1.5 WSW OF WITNESS POST.
 MK0783'MARK FALLS ON PRIVATE PROPERTY WITHIN A FENCED AREA. PLEASE ASK LAND
 MK0783'OWNER FOR ACCESS PRIOR TO ENTERING PROPERTY. LAT 41D 14M 00.6413S
 MK0783'NORTH AND LONG 96D 19M 51.0575S WEST PER LOCAL GPS RTK.
 MK0783
 MK0783                          STATION RECOVERY (2014)
 MK0783
 MK0783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 MK0783'FOUND MARK IN GOOD CONDITION,MARK IS FLUSH, EAST 1 FOOT TO BOTTOM
 MK0783'STEEL WITNESS SIGN POST, NORTH 1 FOOT TO GALV.ROOFING USED FOR FENCE
 MK0783'TO KEEP CHICKENS IN, EAST 9 FEET TO NORTHWEST CORNER OF GREG CAVALIERS
 MK0783'HOUSE,(BLUE TOP CAFE)GREGS PHONE NO.IS 402 359 9101, YOU NEED HIS
 MK0783'PERMISSION IF YOU WANT TO USE THIS MARK, SINCE THE MARK IS WHERE HIS
 MK0783'CHICKENS ARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0796 ***********************************************************************
 MK0796  DESIGNATION -  C 301
 MK0796  PID         -  MK0796
 MK0796  STATE/COUNTY-  NE/SARPY
 MK0796  COUNTRY     -  US
 MK0796  USGS QUAD   -  WANN (2017)
 MK0796
 MK0796                         *CURRENT SURVEY CONTROL
 MK0796  ______________________________________________________________________
 MK0796* NAD 83(1986) POSITION- 41 08 01.     (N) 096 16 56.     (W)   SCALED
 MK0796* NAVD 88 ORTHO HEIGHT -   339.737 (meters)     1114.62  (feet) ADJUSTED
 MK0796  ______________________________________________________________________
 MK0796  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 MK0796  DYNAMIC HEIGHT  -        339.595 (meters)     1114.15  (feet) COMP
 MK0796  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 MK0796
 MK0796  VERT ORDER      -  SECOND    CLASS 0
 MK0796
 MK0796.The horizontal coordinates were scaled from a map and have
 MK0796.an estimated accuracy of +/- 6 seconds.
 MK0796
 MK0796.The orthometric height was determined by differential leveling and
 MK0796.adjusted by the NATIONAL GEODETIC SURVEY
 MK0796.in June 1991.
 MK0796
 MK0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0796.GEOID18 height accuracy estimate available here.
 MK0796
 MK0796.Click photographs - Photos may exist for this station.
 MK0796
 MK0796.The dynamic height is computed by dividing the NAVD 88
 MK0796.geopotential number by the normal gravity value computed on the
 MK0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0796.degrees latitude (g = 980.6199 gals.).
 MK0796
 MK0796.The modeled gravity was interpolated from observed gravity values.
 MK0796
 MK0796;                    North         East    Units  Estimated Accuracy
 MK0796;SPC NE       -   151,070.      811,970.      MT  (+/- 180 meters Scaled)
 MK0796
 MK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281571(NAD 83)
 MK0796
 MK0796                          SUPERSEDED SURVEY CONTROL
 MK0796
 MK0796  NGVD 29 (??/??/92)  339.626  (m)         1114.26   (f) ADJ UNCH    2 0
 MK0796
 MK0796.Superseded values are not recommended for survey control.
 MK0796
 MK0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0796.See file dsdata.pdf to determine how the superseded data were derived.
 MK0796
 MK0796_MARKER: DB = BENCH MARK DISK
 MK0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0796_STAMPING: C 301 1950
 MK0796_MARK LOGO: CGS
 MK0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0796+STABILITY: SURFACE MOTION
 MK0796
 MK0796  HISTORY     - Date     Condition        Report By
 MK0796  HISTORY     - 1950     MONUMENTED       CGS
 MK0796  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0796
 MK0796                          STATION DESCRIPTION
 MK0796
 MK0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0796'2.2 MI SW FROM GRETNA.
 MK0796'1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0796'GRETNA, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, 400
 MK0796'FEET NORTHWEST OF THE G.P. MILLER FARMHOUSE, 330 FEET NORTH
 MK0796'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 260 FEET SOUTHEAST
 MK0796'OF THE SOUTHEAST CORNER OF A SMALL BRIDGE, 114 FEET EAST OF
 MK0796'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 105 FEET NORTHEAST
 MK0796'OF A FENCE CORNER, 86 FEET EAST OF A NORTH AND SOUTH FENCE,
 MK0796'65 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET NORTH OF A
 MK0796'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0796'0.6 FOOT ABOVE THE GROUND.
 MK0796
 MK0796                          STATION RECOVERY (1966)
 MK0796
 MK0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0796'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0853 ***********************************************************************
 MK0853  DESIGNATION -  C 302
 MK0853  PID         -  MK0853
 MK0853  STATE/COUNTY-  NE/DOUGLAS
 MK0853  COUNTRY     -  US
 MK0853  USGS QUAD   -  VALLEY (2017)
 MK0853
 MK0853                         *CURRENT SURVEY CONTROL
 MK0853  ______________________________________________________________________
 MK0853* NAD 83(1986) POSITION- 41 19 15.     (N) 096 22 15.     (W)   SCALED
 MK0853* NAVD 88 ORTHO HEIGHT -   349.846 (meters)     1147.79  (feet) ADJUSTED
 MK0853  ______________________________________________________________________
 MK0853  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 MK0853  DYNAMIC HEIGHT  -        349.683 (meters)     1147.25  (feet) COMP
 MK0853  MODELED GRAVITY -    980,149.9   (mgal)                       NAVD 88
 MK0853
 MK0853  VERT ORDER      -  SECOND    CLASS 0
 MK0853
 MK0853.The horizontal coordinates were scaled from a map and have
 MK0853.an estimated accuracy of +/- 6 seconds.
 MK0853
 MK0853.The orthometric height was determined by differential leveling and
 MK0853.adjusted by the NATIONAL GEODETIC SURVEY
 MK0853.in June 1991.
 MK0853
 MK0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0853.GEOID18 height accuracy estimate available here.
 MK0853
 MK0853.Click photographs - Photos may exist for this station.
 MK0853
 MK0853.The dynamic height is computed by dividing the NAVD 88
 MK0853.geopotential number by the normal gravity value computed on the
 MK0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0853.degrees latitude (g = 980.6199 gals.).
 MK0853
 MK0853.The modeled gravity was interpolated from observed gravity values.
 MK0853
 MK0853;                    North         East    Units  Estimated Accuracy
 MK0853;SPC NE       -   171,520.      803,660.      MT  (+/- 180 meters Scaled)
 MK0853
 MK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL200777(NAD 83)
 MK0853
 MK0853                          SUPERSEDED SURVEY CONTROL
 MK0853
 MK0853  NGVD 29 (??/??/92)  349.708  (m)         1147.33   (f) ADJ UNCH    2 0
 MK0853
 MK0853.Superseded values are not recommended for survey control.
 MK0853
 MK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0853.See file dsdata.pdf to determine how the superseded data were derived.
 MK0853
 MK0853_MARKER: DB = BENCH MARK DISK
 MK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0853_STAMPING: C 302 1950
 MK0853_MARK LOGO: CGS
 MK0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0853+STABILITY: SURFACE MOTION
 MK0853
 MK0853  HISTORY     - Date     Condition        Report By
 MK0853  HISTORY     - 1950     MONUMENTED       CGS
 MK0853  HISTORY     - 1976     GOOD             LOCSUR
 MK0853
 MK0853                          STATION DESCRIPTION
 MK0853
 MK0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0853'1 MI W FROM VALLEY.
 MK0853'1.0 MILE WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0853'WATER TOWER AT VALLEY, 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MK0853'OF A FARMHOUSE, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0853'28 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 1.4 FEET NORTH OF
 MK0853'A YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK0853'FOOT ABOVE THE GROUND.
 MK0853
 MK0853                          STATION RECOVERY (1976)
 MK0853
 MK0853'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0854 ***********************************************************************
 MK0854  DESIGNATION -  C 302 RESET
 MK0854  PID         -  MK0854
 MK0854  STATE/COUNTY-  NE/DOUGLAS
 MK0854  COUNTRY     -  US
 MK0854  USGS QUAD   -  VALLEY (2017)
 MK0854
 MK0854                         *CURRENT SURVEY CONTROL
 MK0854  ______________________________________________________________________
 MK0854* NAD 83(1986) POSITION- 41 19 15.44   (N) 096 22 16.34   (W)   HD_HELD1
 MK0854* NAVD 88 ORTHO HEIGHT -   349.85  (meters)     1147.8   (feet) RESET
 MK0854  ______________________________________________________________________
 MK0854  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 MK0854  VERT ORDER      -  THIRD
 MK0854
 MK0854.The horizontal coordinates were determined by differentially corrected
 MK0854.hand held GPS observations or other comparable positioning techniques
 MK0854.and have an estimated accuracy of +/- 3 meters.
 MK0854
 MK0854.The orthometric height was computed from unverified reset data.
 MK0854
 MK0854.No vertical observational check was made to the station.
 MK0854
 MK0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0854.GEOID18 height accuracy estimate available here.
 MK0854
 MK0854.Click photographs - Photos may exist for this station.
 MK0854
 MK0854;                    North         East    Units  Estimated Accuracy
 MK0854;SPC NE       -   171,536.7     803,632.1     MT  (+/- 3 meters HH1 GPS) 
 MK0854
 MK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2001977721(NAD 83)
 MK0854
 MK0854                          SUPERSEDED SURVEY CONTROL
 MK0854
 MK0854  NGVD 29 (01/31/13)  349.71   (m)         1147.3    (f) RESET       3  
 MK0854
 MK0854.Superseded values are not recommended for survey control.
 MK0854
 MK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0854.See file dsdata.pdf to determine how the superseded data were derived.
 MK0854
 MK0854_MARKER: DV = VERTICAL CONTROL DISK
 MK0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0854_STAMPING: C 302 RESET 1975
 MK0854_MARK LOGO: NGS
 MK0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0854+STABILITY: SURFACE MOTION
 MK0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0854+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2011
 MK0854
 MK0854  HISTORY     - Date     Condition        Report By
 MK0854  HISTORY     - 1975     MONUMENTED       NEDR
 MK0854  HISTORY     - 20080110 GOOD             NEDR
 MK0854  HISTORY     - 20110117 GOOD             INDIV
 MK0854
 MK0854                          STATION DESCRIPTION
 MK0854
 MK0854'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1975
 MK0854'1 MI W FROM VALLEY.
 MK0854'1.0 MILE WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0854'WATE TOWER AT VALLEY, 28 FEET SOUTH OF THE SOUTHWEST CORNER AND
 MK0854'44 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 54
 MK0854'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MK0854
 MK0854                          STATION RECOVERY (2008)
 MK0854
 MK0854'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0854'FROM THE NW JCT. OF U.S. 275 AND NEBRASKA 64 (APPROX. 1.0 MILE NORTH
 MK0854'OF VALLEY, NEBRASKA), GO SOUTH, THEN WEST ON N-64 APPROX. 1.57 MILE TO
 MK0854'
 MK0854'THE BENCHMARK ON THE RIGHT (NORTH) SIDE OF THE HIGHWAY NEAR A CELL
 MK0854'TOWER.  THE BENCHMARK IS 75.7 FT. (23.07M) WSW OF THE WEST OF TWO GATE
 MK0854'
 MK0854'POSTS, 54 FT. (16.46M) NORTH OF THE CENTERLINE OF HIGHWAY 64, 29.4 FT.
 MK0854'
 MK0854'(8.96M) ESE OF THE TOP OF A WARNING POST FOR A BURIED FIBEROPTIC LINE,
 MK0854'
 MK0854'23.85 FT. (7.27M) EAST OF A NAIL IN A POWER POLE, 10.6 FT. (3.23M)
 MK0854'SOUTH OF A CHAIN LINK FENCELINE, AND 0.7 FT.(0.21M) EAST OF A STEEL
 MK0854'WITNESS POST.  THE MARK IS A NGS VERTICAL CONTROL DISK SET IN THE TOP
 MK0854'OF A CONCRETE MONUMENT WHICH PROJECTS APPROX. 0.35 FT. ABOVE THE
 MK0854'GROUND.
 MK0854
 MK0854                          STATION RECOVERY (2011)
 MK0854
 MK0854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0854'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0792 ***********************************************************************
 MK0792  DESIGNATION -  C 303
 MK0792  PID         -  MK0792
 MK0792  STATE/COUNTY-  NE/DOUGLAS
 MK0792  COUNTRY     -  US
 MK0792  USGS QUAD   -  GRETNA (2017)
 MK0792
 MK0792                         *CURRENT SURVEY CONTROL
 MK0792  ______________________________________________________________________
 MK0792* NAD 83(1986) POSITION- 41 14 55.     (N) 096 12 54.     (W)   SCALED
 MK0792* NAVD 88 ORTHO HEIGHT -   381.576 (meters)     1251.89  (feet) ADJUSTED
 MK0792  ______________________________________________________________________
 MK0792  GEOID HEIGHT    -        -27.206 (meters)                     GEOID18
 MK0792  DYNAMIC HEIGHT  -        381.409 (meters)     1251.34  (feet) COMP
 MK0792  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 MK0792
 MK0792  VERT ORDER      -  SECOND    CLASS 0
 MK0792
 MK0792.The horizontal coordinates were scaled from a map and have
 MK0792.an estimated accuracy of +/- 6 seconds.
 MK0792
 MK0792.The orthometric height was determined by differential leveling and
 MK0792.adjusted by the NATIONAL GEODETIC SURVEY
 MK0792.in June 1991.
 MK0792
 MK0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0792.GEOID18 height accuracy estimate available here.
 MK0792
 MK0792.Click photographs - Photos may exist for this station.
 MK0792
 MK0792.The dynamic height is computed by dividing the NAVD 88
 MK0792.geopotential number by the normal gravity value computed on the
 MK0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0792.degrees latitude (g = 980.6199 gals.).
 MK0792
 MK0792.The modeled gravity was interpolated from observed gravity values.
 MK0792
 MK0792;                    North         East    Units  Estimated Accuracy
 MK0792;SPC NE       -   164,070.      817,050.      MT  (+/- 180 meters Scaled)
 MK0792
 MK0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL333700(NAD 83)
 MK0792
 MK0792                          SUPERSEDED SURVEY CONTROL
 MK0792
 MK0792  NGVD 29 (??/??/92)  381.452  (m)         1251.48   (f) ADJ UNCH    2 0
 MK0792
 MK0792.Superseded values are not recommended for survey control.
 MK0792
 MK0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0792.See file dsdata.pdf to determine how the superseded data were derived.
 MK0792
 MK0792_MARKER: DB = BENCH MARK DISK
 MK0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0792_STAMPING: C 303 1950
 MK0792_MARK LOGO: CGS
 MK0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0792+STABILITY: SURFACE MOTION
 MK0792
 MK0792  HISTORY     - Date     Condition        Report By
 MK0792  HISTORY     - 1950     MONUMENTED       CGS
 MK0792  HISTORY     - 1976     GOOD             LOCSUR
 MK0792
 MK0792                          STATION DESCRIPTION
 MK0792
 MK0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0792'3 MI SE FROM ELKHORN.
 MK0792'1.0 MILE EAST ALONG A BRICK PAVED ROAD FROM THE OVERPASS ON
 MK0792'STATE HIGHWAY 31 AT ELKHORN, THENCE 1.95 MILES SOUTH ALONG
 MK0792'A GRAVELED ROAD, 148 FEET NORTH OF THE CENTER LINE OF AN
 MK0792'EAST AND WEST ROAD, 29 FEET EAST OF THE CENTER LINE OF A
 MK0792'NORTH AND SOUTH ROAD, 1.0 FOOT WEST OF A FENCE, 2.2 FEET
 MK0792'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0792'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0792
 MK0792                          STATION RECOVERY (1976)
 MK0792
 MK0792'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1045 ***********************************************************************
 MK1045  DESIGNATION -  C 304
 MK1045  PID         -  MK1045
 MK1045  STATE/COUNTY-  NE/SAUNDERS
 MK1045  COUNTRY     -  US
 MK1045  USGS QUAD   -  COLON (2017)
 MK1045
 MK1045                         *CURRENT SURVEY CONTROL
 MK1045  ______________________________________________________________________
 MK1045* NAD 83(1986) POSITION- 41 18 24.     (N) 096 34 56.     (W)   SCALED
 MK1045* NAVD 88 ORTHO HEIGHT -   379.444 (meters)     1244.89  (feet) ADJUSTED
 MK1045  ______________________________________________________________________
 MK1045  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 MK1045  DYNAMIC HEIGHT  -        379.266 (meters)     1244.31  (feet) COMP
 MK1045  MODELED GRAVITY -    980,146.2   (mgal)                       NAVD 88
 MK1045
 MK1045  VERT ORDER      -  SECOND    CLASS 0
 MK1045
 MK1045.The horizontal coordinates were scaled from a map and have
 MK1045.an estimated accuracy of +/- 6 seconds.
 MK1045
 MK1045.The orthometric height was determined by differential leveling and
 MK1045.adjusted by the NATIONAL GEODETIC SURVEY
 MK1045.in June 1991.
 MK1045
 MK1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1045.GEOID18 height accuracy estimate available here.
 MK1045
 MK1045.Click photographs - Photos may exist for this station.
 MK1045
 MK1045.The dynamic height is computed by dividing the NAVD 88
 MK1045.geopotential number by the normal gravity value computed on the
 MK1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1045.degrees latitude (g = 980.6199 gals.).
 MK1045
 MK1045.The modeled gravity was interpolated from observed gravity values.
 MK1045
 MK1045;                    North         East    Units  Estimated Accuracy
 MK1045;SPC NE       -   169,230.      786,050.      MT  (+/- 180 meters Scaled)
 MK1045
 MK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL024756(NAD 83)
 MK1045
 MK1045                          SUPERSEDED SURVEY CONTROL
 MK1045
 MK1045  NGVD 29 (??/??/92)  379.293  (m)         1244.40   (f) ADJ UNCH    2 0
 MK1045
 MK1045.Superseded values are not recommended for survey control.
 MK1045
 MK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1045.See file dsdata.pdf to determine how the superseded data were derived.
 MK1045
 MK1045_MARKER: DB = BENCH MARK DISK
 MK1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1045_STAMPING: C 304 1950
 MK1045_MARK LOGO: CGS
 MK1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1045+STABILITY: SURFACE MOTION
 MK1045
 MK1045  HISTORY     - Date     Condition        Report By
 MK1045  HISTORY     - 1950     MONUMENTED       CGS
 MK1045
 MK1045                          STATION DESCRIPTION
 MK1045
 MK1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1045'2.1 MI NE FROM COLON.
 MK1045'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND
 MK1045'NORTH WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1045'ALONG STATE HIGHWAY 109, THENCE 1.0 MILE EAST ALONG STATE
 MK1045'HIGHWAY 64, 136 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1045'33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1045'5.5 FEET SOUTH OF A POWER POLE, 9.7 FEET WEST OF A FENCE,
 MK1045'1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1045'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0592 ***********************************************************************
 MK0592  DESIGNATION -  C 305
 MK0592  PID         -  MK0592
 MK0592  STATE/COUNTY-  NE/DOUGLAS
 MK0592  COUNTRY     -  US
 MK0592  USGS QUAD   -  VALLEY (2017)
 MK0592
 MK0592                         *CURRENT SURVEY CONTROL
 MK0592  ______________________________________________________________________
 MK0592* NAD 83(1986) POSITION- 41 20 37.     (N) 096 18 42.     (W)   SCALED
 MK0592* NAVD 88 ORTHO HEIGHT -   346.116 (meters)     1135.55  (feet) ADJUSTED
 MK0592  ______________________________________________________________________
 MK0592  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 MK0592  DYNAMIC HEIGHT  -        345.953 (meters)     1135.01  (feet) COMP
 MK0592  MODELED GRAVITY -    980,143.6   (mgal)                       NAVD 88
 MK0592
 MK0592  VERT ORDER      -  SECOND    CLASS 0
 MK0592
 MK0592.The horizontal coordinates were scaled from a map and have
 MK0592.an estimated accuracy of +/- 6 seconds.
 MK0592
 MK0592.The orthometric height was determined by differential leveling and
 MK0592.adjusted by the NATIONAL GEODETIC SURVEY
 MK0592.in June 1991.
 MK0592
 MK0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0592.GEOID18 height accuracy estimate available here.
 MK0592
 MK0592.Click photographs - Photos may exist for this station.
 MK0592
 MK0592.The dynamic height is computed by dividing the NAVD 88
 MK0592.geopotential number by the normal gravity value computed on the
 MK0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0592.degrees latitude (g = 980.6199 gals.).
 MK0592
 MK0592.The modeled gravity was interpolated from observed gravity values.
 MK0592
 MK0592;                    North         East    Units  Estimated Accuracy
 MK0592;SPC NE       -   174,260.      808,500.      MT  (+/- 180 meters Scaled)
 MK0592
 MK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249803(NAD 83)
 MK0592
 MK0592                          SUPERSEDED SURVEY CONTROL
 MK0592
 MK0592  NGVD 29 (??/??/92)  345.976  (m)         1135.09   (f) ADJ UNCH    2 0
 MK0592
 MK0592.Superseded values are not recommended for survey control.
 MK0592
 MK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0592.See file dsdata.pdf to determine how the superseded data were derived.
 MK0592
 MK0592_MARKER: DB = BENCH MARK DISK
 MK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0592_STAMPING: C 305 1950
 MK0592_MARK LOGO: CGS
 MK0592_PROJECTION: FLUSH
 MK0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0592+STABILITY: SURFACE MOTION
 MK0592
 MK0592  HISTORY     - Date     Condition        Report By
 MK0592  HISTORY     - 1950     MONUMENTED       CGS
 MK0592  HISTORY     - 1976     GOOD             LOCSUR
 MK0592
 MK0592                          STATION DESCRIPTION
 MK0592
 MK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0592'4.6 MI NW FROM WATERLOO.
 MK0592'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0592'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0592'ALONG U.S. HIGHWAY 275, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 MK0592'ROAD, AT THE FARM HOME OF FRED BEHLE, 102 FEET WEST OF THE
 MK0592'CENTER LINE OF THE ROAD, 121 FEET NORTHEAST OF THE NORTHEAST
 MK0592'CORNER OF A BARN, 26 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MK0592'FARMHOUSE, 8 FEET EAST OF A LIGHT POLE, 1.6 FEET SOUTH OF A
 MK0592'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0592'WITH THE GROUND.
 MK0592
 MK0592                          STATION RECOVERY (1976)
 MK0592
 MK0592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0164 ***********************************************************************
 ML0164  DESIGNATION -  C 306
 ML0164  PID         -  ML0164
 ML0164  STATE/COUNTY-  NE/HOWARD
 ML0164  COUNTRY     -  US
 ML0164  USGS QUAD   -  WOLBACH SW (2017)
 ML0164
 ML0164                         *CURRENT SURVEY CONTROL
 ML0164  ______________________________________________________________________
 ML0164* NAD 83(1986) POSITION- 41 17 18.     (N) 098 27 00.     (W)   SCALED
 ML0164* NAVD 88 ORTHO HEIGHT -   593.237 (meters)     1946.31  (feet) ADJUSTED
 ML0164  ______________________________________________________________________
 ML0164  GEOID HEIGHT    -        -24.588 (meters)                     GEOID18
 ML0164  DYNAMIC HEIGHT  -        592.941 (meters)     1945.34  (feet) COMP
 ML0164  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 ML0164
 ML0164  VERT ORDER      -  SECOND    CLASS 0
 ML0164
 ML0164.The horizontal coordinates were scaled from a map and have
 ML0164.an estimated accuracy of +/- 6 seconds.
 ML0164
 ML0164.The orthometric height was determined by differential leveling and
 ML0164.adjusted by the NATIONAL GEODETIC SURVEY
 ML0164.in June 1991.
 ML0164
 ML0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0164.GEOID18 height accuracy estimate available here.
 ML0164
 ML0164.Click photographs - Photos may exist for this station.
 ML0164
 ML0164.The dynamic height is computed by dividing the NAVD 88
 ML0164.geopotential number by the normal gravity value computed on the
 ML0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0164.degrees latitude (g = 980.6199 gals.).
 ML0164
 ML0164.The modeled gravity was interpolated from observed gravity values.
 ML0164
 ML0164;                    North         East    Units  Estimated Accuracy
 ML0164;SPC NE       -   162,710.      629,790.      MT  (+/- 180 meters Scaled)
 ML0164
 ML0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460709(NAD 83)
 ML0164
 ML0164                          SUPERSEDED SURVEY CONTROL
 ML0164
 ML0164  NGVD 29 (??/??/92)  592.994  (m)         1945.51   (f) ADJ UNCH    2 0
 ML0164
 ML0164.Superseded values are not recommended for survey control.
 ML0164
 ML0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0164.See file dsdata.pdf to determine how the superseded data were derived.
 ML0164
 ML0164_MARKER: DB = BENCH MARK DISK
 ML0164_SETTING: 0 = UNSPECIFIED SETTING
 ML0164_STAMPING: C 306 1950
 ML0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0164+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0164
 ML0164  HISTORY     - Date     Condition        Report By
 ML0164  HISTORY     - 1950     MONUMENTED       CGS
 ML0164  HISTORY     - 1956     GOOD             CGS
 ML0164  HISTORY     - 20100601 GOOD             NEGS
 ML0164
 ML0164                          STATION DESCRIPTION
 ML0164
 ML0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0164'5.3 MI N FROM ST PAUL.
 ML0164'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0164'EAST 0.3 MILE ALONG THE MAIN STREET, THENCE NORTH ALONG U.S.
 ML0164'HIGHWAY 281 FROM 5.3 MILES TO A ROAD INTERSECTION.  THE MARK IS
 ML0164'90 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281, 73 FEET NORTHWEST
 ML0164'OF A POWER POLE, 26 FEET SOUTHEAST OF A FENCE CORNER, 15 FEET
 ML0164'EAST OF A FENCE, 14 FEET SOUTHWEST OF A ROAD LEADING NORTHWEST
 ML0164'TO A FARM RESIDENCE, AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE
 ML0164'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED C 306 1950.
 ML0164'NOTE-- IT WAS NOT NECESSARY TO RELOCATE THIS MARK AS REQUESTED
 ML0164'IN ORIGINAL CORRESPONDENCE.
 ML0164
 ML0164                          STATION RECOVERY (2010)
 ML0164
 ML0164'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0164'DESCRIBED BY THE NEBRASKA GEODETICS SURVEY.
 ML0164'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 281
 ML0164'AND STATE HIGHWAY 92 AT ST. PAUL, NE.,
 ML0164'GO NORTH ON U.S. HIGHWAY 281 FOR 4.67 MILES TO A ROCK DRIVE WEST
 ML0164'LEADING TO A CELLULAR PHONE TOWER AND THE MARK 4.8 FEET NORTH OF
 ML0164'THE CENTERLINE OF THE ROCK DRIVE, 15.0 FEET EAST OF NORTH GATE POST,
 ML0164'1.5 FEET EAST OF A FIBERGLASS WITNESS POST, STAMPED C 306 1950 AND 0.6
 ML0164'FOOT ABOVE THE GROUND.
 ML0164'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0220 ***********************************************************************
 ML0220  DESIGNATION -  C 307
 ML0220  PID         -  ML0220
 ML0220  STATE/COUNTY-  NE/NANCE
 ML0220  COUNTRY     -  US
 ML0220  USGS QUAD   -  BELGRADE SW (2017)
 ML0220
 ML0220                         *CURRENT SURVEY CONTROL
 ML0220  ______________________________________________________________________
 ML0220* NAD 83(1986) POSITION- 41 17 34.     (N) 098 11 39.     (W)   SCALED
 ML0220* NAVD 88 ORTHO HEIGHT -   528.465 (meters)     1733.81  (feet) ADJUSTED
 ML0220  ______________________________________________________________________
 ML0220  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 ML0220  DYNAMIC HEIGHT  -        528.211 (meters)     1732.97  (feet) COMP
 ML0220  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 ML0220
 ML0220  VERT ORDER      -  SECOND    CLASS 0
 ML0220
 ML0220.The horizontal coordinates were scaled from a map and have
 ML0220.an estimated accuracy of +/- 6 seconds.
 ML0220
 ML0220.The orthometric height was determined by differential leveling and
 ML0220.adjusted by the NATIONAL GEODETIC SURVEY
 ML0220.in June 1991.
 ML0220
 ML0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0220.GEOID18 height accuracy estimate available here.
 ML0220
 ML0220.Click photographs - Photos may exist for this station.
 ML0220
 ML0220.The dynamic height is computed by dividing the NAVD 88
 ML0220.geopotential number by the normal gravity value computed on the
 ML0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0220.degrees latitude (g = 980.6199 gals.).
 ML0220
 ML0220.The modeled gravity was interpolated from observed gravity values.
 ML0220
 ML0220;                    North         East    Units  Estimated Accuracy
 ML0220;SPC NE       -   163,620.      651,200.      MT  (+/- 180 meters Scaled)
 ML0220
 ML0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL674715(NAD 83)
 ML0220
 ML0220                          SUPERSEDED SURVEY CONTROL
 ML0220
 ML0220  NGVD 29 (??/??/92)  528.237  (m)         1733.06   (f) ADJ UNCH    2 0
 ML0220
 ML0220.Superseded values are not recommended for survey control.
 ML0220
 ML0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0220.See file dsdata.pdf to determine how the superseded data were derived.
 ML0220
 ML0220_MARKER: DB = BENCH MARK DISK
 ML0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0220_STAMPING: C 307 1950
 ML0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0220+STABILITY: SURFACE MOTION
 ML0220
 ML0220  HISTORY     - Date     Condition        Report By
 ML0220  HISTORY     - 1950     MONUMENTED       CGS
 ML0220
 ML0220                          STATION DESCRIPTION
 ML0220
 ML0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0220'10.3 MI E FROM CUSHING.
 ML0220'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0220'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 3.4
 ML0220'MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF AN ABANDONED
 ML0220'HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 44 FEET SOUTH
 ML0220'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF THE CENTER
 ML0220'LINE OF A FIELD ROAD, 10 FEET SOUTH OF A FENCE CORNER, 8 FEET
 ML0220'SOUTH OF BENCH MARK 10-62 (U.S.B.R.), 1 FOOT EAST OF A FENCE,
 ML0220'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0220'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1566 ***********************************************************************
 MK1566  DESIGNATION -  C 308
 MK1566  PID         -  MK1566
 MK1566  STATE/COUNTY-  NE/NANCE
 MK1566  COUNTRY     -  US
 MK1566  USGS QUAD   -  MERCHISTON (2017)
 MK1566
 MK1566                         *CURRENT SURVEY CONTROL
 MK1566  ______________________________________________________________________
 MK1566* NAD 83(1986) POSITION- 41 23 13.     (N) 097 55 32.     (W)   SCALED
 MK1566* NAVD 88 ORTHO HEIGHT -   506.071 (meters)     1660.33  (feet) ADJUSTED
 MK1566  ______________________________________________________________________
 MK1566  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 MK1566  DYNAMIC HEIGHT  -        505.836 (meters)     1659.56  (feet) COMP
 MK1566  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 MK1566
 MK1566  VERT ORDER      -  SECOND    CLASS 0
 MK1566
 MK1566.The horizontal coordinates were scaled from a map and have
 MK1566.an estimated accuracy of +/- 6 seconds.
 MK1566
 MK1566.The orthometric height was determined by differential leveling and
 MK1566.adjusted by the NATIONAL GEODETIC SURVEY
 MK1566.in June 1991.
 MK1566
 MK1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1566.GEOID18 height accuracy estimate available here.
 MK1566
 MK1566.Click photographs - Photos may exist for this station.
 MK1566
 MK1566.The dynamic height is computed by dividing the NAVD 88
 MK1566.geopotential number by the normal gravity value computed on the
 MK1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1566.degrees latitude (g = 980.6199 gals.).
 MK1566
 MK1566.The modeled gravity was interpolated from observed gravity values.
 MK1566
 MK1566;                    North         East    Units  Estimated Accuracy
 MK1566;SPC NE       -   174,570.      673,430.      MT  (+/- 180 meters Scaled)
 MK1566
 MK1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL898822(NAD 83)
 MK1566
 MK1566                          SUPERSEDED SURVEY CONTROL
 MK1566
 MK1566  NGVD 29 (??/??/92)  505.852  (m)         1659.62   (f) ADJ UNCH    2 0
 MK1566
 MK1566.Superseded values are not recommended for survey control.
 MK1566
 MK1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1566.See file dsdata.pdf to determine how the superseded data were derived.
 MK1566
 MK1566_MARKER: DB = BENCH MARK DISK
 MK1566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1566_SP_SET: BRIDGE
 MK1566_STAMPING: C 308 1950
 MK1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1566
 MK1566  HISTORY     - Date     Condition        Report By
 MK1566  HISTORY     - 1950     MONUMENTED       CGS
 MK1566  HISTORY     - 1958     GOOD             USGS
 MK1566
 MK1566                          STATION DESCRIPTION
 MK1566
 MK1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1566'4.2 MI NE FROM FULLERTON.
 MK1566'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1566'AT FULLERTON, AT A T ROAD JUNCTION, 43 FEET WEST OF THE CENTER
 MK1566'LINE OF A ROAD LEADING NORTH, 15 FEET NORTH OF THE CENTER LINE
 MK1566'OF THE HIGHWAY, LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE
 MK1566'SOUTHEAST END OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE,
 MK1566'1.5 FEET NORTHWEST OF THE WEST END OF THE NORTH WALL OF THE
 MK1566'BRIDGE.
 MK1566
 MK1566                          STATION RECOVERY (1958)
 MK1566
 MK1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1567 ***********************************************************************
 MK1567  DESIGNATION -  C 308 RESET
 MK1567  PID         -  MK1567
 MK1567  STATE/COUNTY-  NE/NANCE
 MK1567  COUNTRY     -  US
 MK1567  USGS QUAD   -  MERCHISTON (2017)
 MK1567
 MK1567                         *CURRENT SURVEY CONTROL
 MK1567  ______________________________________________________________________
 MK1567* NAD 83(1986) POSITION- 41 23 14.     (N) 097 55 33.     (W)   SCALED
 MK1567* NAVD 88 ORTHO HEIGHT -   506.55  (meters)     1661.9   (feet) RESET
 MK1567  ______________________________________________________________________
 MK1567  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 MK1567  VERT ORDER      -  THIRD
 MK1567
 MK1567.The horizontal coordinates were scaled from a map and have
 MK1567.an estimated accuracy of +/- 6 seconds.
 MK1567
 MK1567.The orthometric height was computed from unverified reset data.
 MK1567
 MK1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1567.GEOID18 height accuracy estimate available here.
 MK1567
 MK1567.Click photographs - Photos may exist for this station.
 MK1567
 MK1567;                    North         East    Units  Estimated Accuracy
 MK1567;SPC NE       -   174,600.      673,410.      MT  (+/- 180 meters Scaled)
 MK1567
 MK1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL898823(NAD 83)
 MK1567
 MK1567                          SUPERSEDED SURVEY CONTROL
 MK1567
 MK1567  NGVD 29 (??/??/??)  506.33   (m)         1661.2    (f) RESET       3  
 MK1567
 MK1567.Superseded values are not recommended for survey control.
 MK1567
 MK1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1567.See file dsdata.pdf to determine how the superseded data were derived.
 MK1567
 MK1567_MARKER: DB = BENCH MARK DISK
 MK1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1567_SP_SET: CULVERT
 MK1567_STAMPING: C 308 RESET 1957
 MK1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1567
 MK1567  HISTORY     - Date     Condition        Report By
 MK1567  HISTORY     - 1957     MONUMENTED       NEDR
 MK1567  HISTORY     - 1958     GOOD             USGS
 MK1567
 MK1567                          STATION DESCRIPTION
 MK1567
 MK1567'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1567'4.2 MI NE FROM FULLERTON.
 MK1567'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1567'AT FULLERTON, AT A T ROAD JUNCTION, 90.3 FEET NORTHEAST OF
 MK1567'NORTHEAST CORNER OF NORTH PARAPET WALL OF CONCRETE BOX CULVERT,
 MK1567'63.7 FEET EAST OF CENTERLINE OF POWER POLE, 5.0 FEET NORTH OF
 MK1567'CENTERLINE OF POWER POLE, AND 37 FEET NORTH OF NORTH EDGE OF
 MK1567'HEADWALL OF CULVERT PIPE.
 MK1567
 MK1567                          STATION RECOVERY (1958)
 MK1567
 MK1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2210 ***********************************************************************
 MK2210  DESIGNATION -  C 309 RESET
 MK2210  PID         -  MK2210
 MK2210  STATE/COUNTY-  NE/PLATTE
 MK2210  COUNTRY     -  US
 MK2210  USGS QUAD   -  MONROE (2017)
 MK2210
 MK2210                         *CURRENT SURVEY CONTROL
 MK2210  ______________________________________________________________________
 MK2210* NAD 83(1986) POSITION- 41 28 29.     (N) 097 32 30.     (W)   SCALED
 MK2210* NAVD 88 ORTHO HEIGHT -   458.20  (meters)     1503.3   (feet) RESET
 MK2210  ______________________________________________________________________
 MK2210  GEOID HEIGHT    -        -25.169 (meters)                     GEOID18
 MK2210  VERT ORDER      -  THIRD
 MK2210
 MK2210.The horizontal coordinates were scaled from a map and have
 MK2210.an estimated accuracy of +/- 6 seconds.
 MK2210
 MK2210.The orthometric height was computed from unverified reset data.
 MK2210
 MK2210.No vertical observational check was made to the station.
 MK2210
 MK2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2210.GEOID18 height accuracy estimate available here.
 MK2210
 MK2210.Click photographs - Photos may exist for this station.
 MK2210
 MK2210;                    North         East    Units  Estimated Accuracy
 MK2210;SPC NE       -   185,150.      705,240.      MT  (+/- 180 meters Scaled)
 MK2210
 MK2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL217924(NAD 83)
 MK2210
 MK2210                          SUPERSEDED SURVEY CONTROL
 MK2210
 MK2210  NGVD 29 (01/31/13)  458.02   (m)         1502.7    (f) RESET       3  
 MK2210
 MK2210.Superseded values are not recommended for survey control.
 MK2210
 MK2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2210.See file dsdata.pdf to determine how the superseded data were derived.
 MK2210
 MK2210_MARKER: DV = VERTICAL CONTROL DISK
 MK2210_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MK2210_SP_SET: PARAPET WALL
 MK2210_STAMPING: C 309 RESET 1983
 MK2210_MARK LOGO: NGS
 MK2210_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2210
 MK2210  HISTORY     - Date     Condition        Report By
 MK2210  HISTORY     - 1983     MONUMENTED       NGS
 MK2210  HISTORY     - 20100512 GOOD             INDIV
 MK2210
 MK2210                          STATION DESCRIPTION
 MK2210
 MK2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MK2210'0.08 KM (0.05 MI) NORTH ALONG A STREET, FROM THE POST OFFICE IN
 MK2210'MONROE, THENCE 4.83 KM (3.00 MI) RIGHT AND EAST ALONG STATE HIGHWAY
 MK2210'22 TO THE MARK ON THE RIGHT, JUST WEST OF A CROSSROAD, IN THE TOP OF
 MK2210'THE EAST END OF THE SOUTH PARAPET WALL OF A DOUBLE 12 X 12 FOOT (3.7
 MK2210'M) CONCRETE BOX CULVERT, 12.80 M (41.99 FT) SOUTH OF THE CENTERLINE
 MK2210'OF THE HIGHWAY AND 0.61 M (2.00 FT) WEST OF THE EAST END OF THE
 MK2210'PARAPET WALL.
 MK2210
 MK2210                          STATION RECOVERY (2010)
 MK2210
 MK2210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK2210'REAL TIME NETWORK GPS OBSERVATION.
 MK2210'41 28'29.567''N     97 32'31.478''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0119 ***********************************************************************
 ML0119  DESIGNATION -  C 310
 ML0119  PID         -  ML0119
 ML0119  STATE/COUNTY-  NE/GREELEY
 ML0119  COUNTRY     -  US
 ML0119  USGS QUAD   -  SPALDING NW (2017)
 ML0119
 ML0119                         *CURRENT SURVEY CONTROL
 ML0119  ______________________________________________________________________
 ML0119* NAD 83(1986) POSITION- 41 42 45.     (N) 098 26 36.     (W)   SCALED
 ML0119* NAVD 88 ORTHO HEIGHT -   583.164 (meters)     1913.26  (feet) ADJUSTED
 ML0119  ______________________________________________________________________
 ML0119  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0119  DYNAMIC HEIGHT  -        582.887 (meters)     1912.36  (feet) COMP
 ML0119  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 ML0119
 ML0119  VERT ORDER      -  SECOND    CLASS 0
 ML0119
 ML0119.The horizontal coordinates were scaled from a map and have
 ML0119.an estimated accuracy of +/- 6 seconds.
 ML0119
 ML0119.The orthometric height was determined by differential leveling and
 ML0119.adjusted by the NATIONAL GEODETIC SURVEY
 ML0119.in June 1991.
 ML0119
 ML0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0119.GEOID18 height accuracy estimate available here.
 ML0119
 ML0119.Click photographs - Photos may exist for this station.
 ML0119
 ML0119.The dynamic height is computed by dividing the NAVD 88
 ML0119.geopotential number by the normal gravity value computed on the
 ML0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0119.degrees latitude (g = 980.6199 gals.).
 ML0119
 ML0119.The modeled gravity was interpolated from observed gravity values.
 ML0119
 ML0119;                    North         East    Units  Estimated Accuracy
 ML0119;SPC NE       -   209,800.      629,500.      MT  (+/- 180 meters Scaled)
 ML0119
 ML0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM463180(NAD 83)
 ML0119
 ML0119                          SUPERSEDED SURVEY CONTROL
 ML0119
 ML0119  NGVD 29 (??/??/92)  582.924  (m)         1912.48   (f) ADJ UNCH    2 0
 ML0119
 ML0119.Superseded values are not recommended for survey control.
 ML0119
 ML0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0119.See file dsdata.pdf to determine how the superseded data were derived.
 ML0119
 ML0119_MARKER: DB = BENCH MARK DISK
 ML0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0119_STAMPING: C 310 1950
 ML0119_MARK LOGO: CGS
 ML0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0119+STABILITY: SURFACE MOTION
 ML0119
 ML0119  HISTORY     - Date     Condition        Report By
 ML0119  HISTORY     - 1950     MONUMENTED       CGS
 ML0119
 ML0119                          STATION DESCRIPTION
 ML0119
 ML0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0119'5.1 MI NW FROM SPALDING.
 ML0119'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0119'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, AT A JUNCTION OF THE
 ML0119'HIGHWAY AND A GRAVELED ROAD LEADING NORTH, 300 FEET NORTH OF THE
 ML0119'CENTER LINE OF THE HIGHWAY, 78 FEET NORTHWEST OF THE NORTHWEST
 ML0119'CORNER OF CONCRETE BRIDGE 4324, 34 FEET NORTHEAST OF THE
 ML0119'CENTER LINE OF A ROAD, 1.5 FEET NORTHEAST OF A FENCE, 1.5
 ML0119'FEET SOUTHEAST OF A WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 ML0119'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 ML0119'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0046 ***********************************************************************
 ML0046  DESIGNATION -  C 312
 ML0046  PID         -  ML0046
 ML0046  STATE/COUNTY-  NE/BOONE
 ML0046  COUNTRY     -  US
 ML0046  USGS QUAD   -  PETERSBURG (2017)
 ML0046
 ML0046                         *CURRENT SURVEY CONTROL
 ML0046  ______________________________________________________________________
 ML0046* NAD 83(1986) POSITION- 41 51 00.     (N) 098 03 47.     (W)   SCALED
 ML0046* NAVD 88 ORTHO HEIGHT -   582.282 (meters)     1910.37  (feet) ADJUSTED
 ML0046  ______________________________________________________________________
 ML0046  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 ML0046  DYNAMIC HEIGHT  -        582.024 (meters)     1909.52  (feet) COMP
 ML0046  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 ML0046
 ML0046  VERT ORDER      -  SECOND    CLASS 0
 ML0046
 ML0046.The horizontal coordinates were scaled from a map and have
 ML0046.an estimated accuracy of +/- 6 seconds.
 ML0046
 ML0046.The orthometric height was determined by differential leveling and
 ML0046.adjusted by the NATIONAL GEODETIC SURVEY
 ML0046.in June 1991.
 ML0046
 ML0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0046.GEOID18 height accuracy estimate available here.
 ML0046
 ML0046.Click photographs - Photos may exist for this station.
 ML0046
 ML0046.The dynamic height is computed by dividing the NAVD 88
 ML0046.geopotential number by the normal gravity value computed on the
 ML0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0046.degrees latitude (g = 980.6199 gals.).
 ML0046
 ML0046.The modeled gravity was interpolated from observed gravity values.
 ML0046
 ML0046;                    North         East    Units  Estimated Accuracy
 ML0046;SPC NE       -   225,700.      660,790.      MT  (+/- 180 meters Scaled)
 ML0046
 ML0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM777335(NAD 83)
 ML0046
 ML0046                          SUPERSEDED SURVEY CONTROL
 ML0046
 ML0046  NGVD 29 (??/??/92)  582.051  (m)         1909.61   (f) ADJ UNCH    2 0
 ML0046
 ML0046.Superseded values are not recommended for survey control.
 ML0046
 ML0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0046.See file dsdata.pdf to determine how the superseded data were derived.
 ML0046
 ML0046_MARKER: DB = BENCH MARK DISK
 ML0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0046_SP_SET: CULVERT HEADWALL
 ML0046_STAMPING: C 312 1950
 ML0046_MARK LOGO: CGS
 ML0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0046+STABILITY: SURFACE MOTION
 ML0046
 ML0046  HISTORY     - Date     Condition        Report By
 ML0046  HISTORY     - 1950     MONUMENTED       CGS
 ML0046  HISTORY     - 1972     GOOD             NGS
 ML0046
 ML0046                          STATION DESCRIPTION
 ML0046
 ML0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0046'1.3 MI E FROM PETERSBURG.
 ML0046'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 ML0046'AT PETERSBURG, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 0.05
 ML0046'MILE EAST OF A ROAD INTERSECTION, 14 FEET SOUTH OF THE CENTER LINE
 ML0046'OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 ML0046'FLOOR OF A LARGE CONCRETE CULVERT, 0.5 FOOT NORTHWEST OF THE
 ML0046'NORTHEAST CORNER OF THE EAST END OF THE SOUTH HEADWALL, 0.8 FOOT
 ML0046'BELOW THE TOP OF THE HEADWALL.
 ML0046
 ML0046                          STATION RECOVERY (1972)
 ML0046
 ML0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ML0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0047 ***********************************************************************
 ML0047  DESIGNATION -  C 312 RESET
 ML0047  PID         -  ML0047
 ML0047  STATE/COUNTY-  NE/BOONE
 ML0047  COUNTRY     -  US
 ML0047  USGS QUAD   -  PETERSBURG (2017)
 ML0047
 ML0047                         *CURRENT SURVEY CONTROL
 ML0047  ______________________________________________________________________
 ML0047* NAD 83(1986) POSITION- 41 51 00.     (N) 098 03 47.     (W)   SCALED
 ML0047* NAVD 88 ORTHO HEIGHT -   581.29  (meters)     1907.1   (feet) RESET
 ML0047  ______________________________________________________________________
 ML0047  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 ML0047  VERT ORDER      -  THIRD
 ML0047
 ML0047.The horizontal coordinates were scaled from a map and have
 ML0047.an estimated accuracy of +/- 6 seconds.
 ML0047
 ML0047.The orthometric height was computed from unverified reset data.
 ML0047
 ML0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0047.GEOID18 height accuracy estimate available here.
 ML0047
 ML0047.Click photographs - Photos may exist for this station.
 ML0047
 ML0047;                    North         East    Units  Estimated Accuracy
 ML0047;SPC NE       -   225,700.      660,790.      MT  (+/- 180 meters Scaled)
 ML0047
 ML0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM777335(NAD 83)
 ML0047
 ML0047                          SUPERSEDED SURVEY CONTROL
 ML0047
 ML0047.No superseded survey control is available for this station.
 ML0047
 ML0047_MARKER: DB = BENCH MARK DISK
 ML0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0047_STAMPING: C 312 RESET 1972
 ML0047_MARK LOGO: CGS
 ML0047_PROJECTION: FLUSH
 ML0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0047+STABILITY: SURFACE MOTION
 ML0047
 ML0047  HISTORY     - Date     Condition        Report By
 ML0047  HISTORY     - 1972     MONUMENTED       NGS
 ML0047
 ML0047                          STATION DESCRIPTION
 ML0047
 ML0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0047'1.1 MI E FROM PETERSBURG.
 ML0047'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0047'HIGHWAY 32 FOR 1.1 MILES TO A TWO STORY FARM HOUSE AND THE MARK ON
 ML0047'THE LEFT.  IT IS A STANDARD BENCH MARK DISK STAMPED C 312 RESET
 ML0047'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 ML0047'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 200 FEET EAST
 ML0047'OF THE HOUSE, 16 FEET NORTH OF AN ANCHOR GUY ROD FOR A POWER POLE,
 ML0047'2.5 FEET WEST OF THE POWER POLE AND 1.5 FEET EAST OF A METAL
 ML0047'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0101 ***********************************************************************
 ML0101  DESIGNATION -  C 313
 ML0101  PID         -  ML0101
 ML0101  STATE/COUNTY-  NE/BOONE
 ML0101  COUNTRY     -  US
 ML0101  USGS QUAD   -  MUD CREEK (2017)
 ML0101
 ML0101                         *CURRENT SURVEY CONTROL
 ML0101  ______________________________________________________________________
 ML0101* NAD 83(1986) POSITION- 41 46 13.     (N) 098 16 40.     (W)   SCALED
 ML0101* NAVD 88 ORTHO HEIGHT -   635.168 (meters)     2083.88  (feet) ADJUSTED
 ML0101  ______________________________________________________________________
 ML0101  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 ML0101  DYNAMIC HEIGHT  -        634.875 (meters)     2082.92  (feet) COMP
 ML0101  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 ML0101
 ML0101  VERT ORDER      -  SECOND    CLASS 0
 ML0101
 ML0101.The horizontal coordinates were scaled from a map and have
 ML0101.an estimated accuracy of +/- 6 seconds.
 ML0101
 ML0101.The orthometric height was determined by differential leveling and
 ML0101.adjusted by the NATIONAL GEODETIC SURVEY
 ML0101.in June 1991.
 ML0101
 ML0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0101.GEOID18 height accuracy estimate available here.
 ML0101
 ML0101.Click photographs - Photos may exist for this station.
 ML0101
 ML0101.The dynamic height is computed by dividing the NAVD 88
 ML0101.geopotential number by the normal gravity value computed on the
 ML0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0101.degrees latitude (g = 980.6199 gals.).
 ML0101
 ML0101.The modeled gravity was interpolated from observed gravity values.
 ML0101
 ML0101;                    North         East    Units  Estimated Accuracy
 ML0101;SPC NE       -   216,480.      643,140.      MT  (+/- 180 meters Scaled)
 ML0101
 ML0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM600245(NAD 83)
 ML0101
 ML0101                          SUPERSEDED SURVEY CONTROL
 ML0101
 ML0101  NGVD 29 (??/??/92)  634.928  (m)         2083.09   (f) ADJ UNCH    2 0
 ML0101
 ML0101.Superseded values are not recommended for survey control.
 ML0101
 ML0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0101.See file dsdata.pdf to determine how the superseded data were derived.
 ML0101
 ML0101_MARKER: DB = BENCH MARK DISK
 ML0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0101_STAMPING: C 313 1950
 ML0101_MARK LOGO: CGS
 ML0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0101+STABILITY: SURFACE MOTION
 ML0101
 ML0101  HISTORY     - Date     Condition        Report By
 ML0101  HISTORY     - 1950     MONUMENTED       CGS
 ML0101
 ML0101                          STATION DESCRIPTION
 ML0101
 ML0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0101'10.7 MI W FROM LORETTO.
 ML0101'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0101'LORETTO, THENCE 9.45 MILES WEST ALONG A SAND ROAD, AT A ROAD
 ML0101'INTERSECTION, 60 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 ML0101'WEST ROAD, 35 FEET NORTH OF A FENCE CORNER, 29 FEET WEST OF THE
 ML0101'CENTER LINE OF A NORTH AND SOUTH ROAD, 0.9 FOOT EAST OF A FENCE,
 ML0101'1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0101'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0937 ***********************************************************************
 ML0937  DESIGNATION -  C 314
 ML0937  PID         -  ML0937
 ML0937  STATE/COUNTY-  NE/BLAINE
 ML0937  COUNTRY     -  US
 ML0937  USGS QUAD   -  BREWSTER SW (2017)
 ML0937
 ML0937                         *CURRENT SURVEY CONTROL
 ML0937  ______________________________________________________________________
 ML0937* NAD 83(1986) POSITION- 41 49 05.     (N) 099 58 15.     (W)   SCALED
 ML0937* NAVD 88 ORTHO HEIGHT -   781.917 (meters)     2565.34  (feet) ADJUSTED
 ML0937  ______________________________________________________________________
 ML0937  GEOID HEIGHT    -        -22.358 (meters)                     GEOID18
 ML0937  DYNAMIC HEIGHT  -        781.522 (meters)     2564.04  (feet) COMP
 ML0937  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 ML0937
 ML0937  VERT ORDER      -  SECOND    CLASS 0
 ML0937
 ML0937.The horizontal coordinates were scaled from a map and have
 ML0937.an estimated accuracy of +/- 6 seconds.
 ML0937
 ML0937.The orthometric height was determined by differential leveling and
 ML0937.adjusted by the NATIONAL GEODETIC SURVEY
 ML0937.in June 1991.
 ML0937
 ML0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0937.GEOID18 height accuracy estimate available here.
 ML0937
 ML0937.Click photographs - Photos may exist for this station.
 ML0937
 ML0937.The dynamic height is computed by dividing the NAVD 88
 ML0937.geopotential number by the normal gravity value computed on the
 ML0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0937.degrees latitude (g = 980.6199 gals.).
 ML0937
 ML0937.The modeled gravity was interpolated from observed gravity values.
 ML0937
 ML0937;                    North         East    Units  Estimated Accuracy
 ML0937;SPC NE       -   220,360.      502,420.      MT  (+/- 180 meters Scaled)
 ML0937
 ML0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM193300(NAD 83)
 ML0937
 ML0937                          SUPERSEDED SURVEY CONTROL
 ML0937
 ML0937  NGVD 29 (??/??/92)  781.632  (m)         2564.40   (f) ADJ UNCH    2 0
 ML0937
 ML0937.Superseded values are not recommended for survey control.
 ML0937
 ML0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0937.See file dsdata.pdf to determine how the superseded data were derived.
 ML0937
 ML0937_MARKER: DB = BENCH MARK DISK
 ML0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0937_STAMPING: C 314 1950
 ML0937_MARK LOGO: CGS
 ML0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0937+STABILITY: SURFACE MOTION
 ML0937
 ML0937  HISTORY     - Date     Condition        Report By
 ML0937  HISTORY     - 1950     MONUMENTED       CGS
 ML0937
 ML0937                          STATION DESCRIPTION
 ML0937
 ML0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0937'8.1 MI E FROM DUNNING.
 ML0937'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0937'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 ML0937'ALONG A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0937'LINE, THENCE 2.3 MILES EAST ALONG A SAND ROAD, THENCE 0.4 MILE
 ML0937'NORTH ALONG A SAND ROAD, ON THE NORTH SIDE OF THE MIDDLE LOUP
 ML0937'RIVER, 233.2 FEET NORTH OF BENCH MARK 2562.6 (U.S.G.S.), 102
 ML0937'FEET NORTH OF THE NORTH END OF A BRIDGE, 25 FEET NORTHWEST OF
 ML0937'THE CENTER LINE OF A ROAD LEADING NORTHEAST, 42 FEET NORTHEAST
 ML0937'OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 2.4 FEET WEST
 ML0937'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0937'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0656 ***********************************************************************
 LH0656  DESIGNATION -  C 315
 LH0656  PID         -  LH0656
 LH0656  STATE/COUNTY-  NE/BUFFALO
 LH0656  COUNTRY     -  US
 LH0656  USGS QUAD   -  MILLER NE (2017)
 LH0656
 LH0656                         *CURRENT SURVEY CONTROL
 LH0656  ______________________________________________________________________
 LH0656* NAD 83(1986) POSITION- 40 55 29.     (N) 099 22 08.     (W)   SCALED
 LH0656* NAVD 88 ORTHO HEIGHT -   703.722 (meters)     2308.79  (feet) ADJUSTED
 LH0656  ______________________________________________________________________
 LH0656  GEOID HEIGHT    -        -23.885 (meters)                     GEOID18
 LH0656  DYNAMIC HEIGHT  -        703.325 (meters)     2307.49  (feet) COMP
 LH0656  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 LH0656
 LH0656  VERT ORDER      -  SECOND    CLASS 0
 LH0656
 LH0656.The horizontal coordinates were scaled from a map and have
 LH0656.an estimated accuracy of +/- 6 seconds.
 LH0656
 LH0656.The orthometric height was determined by differential leveling and
 LH0656.adjusted by the NATIONAL GEODETIC SURVEY
 LH0656.in June 1991.
 LH0656
 LH0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0656.GEOID18 height accuracy estimate available here.
 LH0656
 LH0656.Click photographs - Photos may exist for this station.
 LH0656
 LH0656.The dynamic height is computed by dividing the NAVD 88
 LH0656.geopotential number by the normal gravity value computed on the
 LH0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0656.degrees latitude (g = 980.6199 gals.).
 LH0656
 LH0656.The modeled gravity was interpolated from observed gravity values.
 LH0656
 LH0656;                    North         East    Units  Estimated Accuracy
 LH0656;SPC NE       -   121,370.      553,140.      MT  (+/- 180 meters Scaled)
 LH0656
 LH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML689304(NAD 83)
 LH0656
 LH0656                          SUPERSEDED SURVEY CONTROL
 LH0656
 LH0656  NGVD 29 (??/??/92)  703.464  (m)         2307.95   (f) ADJ UNCH    2 0
 LH0656
 LH0656.Superseded values are not recommended for survey control.
 LH0656
 LH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0656.See file dsdata.pdf to determine how the superseded data were derived.
 LH0656
 LH0656_MARKER: DB = BENCH MARK DISK
 LH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0656_STAMPING: C 315 1950
 LH0656_MARK LOGO: CGS
 LH0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0656+STABILITY: SURFACE MOTION
 LH0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0656+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2021
 LH0656
 LH0656  HISTORY     - Date     Condition        Report By
 LH0656  HISTORY     - 1950     MONUMENTED       CGS
 LH0656  HISTORY     - 1983     GOOD             LOCSUR
 LH0656  HISTORY     - 20210513 GOOD             NEGS
 LH0656
 LH0656                          STATION DESCRIPTION
 LH0656
 LH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0656'1.3 MI E FROM MILLER.
 LH0656'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0656'AT MILLER, AT A ROAD CROSSING, 115 FEET WEST OF THE EXTENDED
 LH0656'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 50 FEET EAST OF
 LH0656'MILEPOST 25, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.4
 LH0656'FEET SOUTH OF THE RIGHT OF WAY FENCE, 1.4 FEET WEST OF A
 LH0656'REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST
 LH0656'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0656
 LH0656                          STATION RECOVERY (1983)
 LH0656
 LH0656'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0656'RECOVERED IN GOOD CONDITION.
 LH0656
 LH0656                          STATION RECOVERY (2021)
 LH0656
 LH0656'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0656'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND U.S. HIGHWAY 183
 LH0656'IN MILLER, NE., GO SOUTHEAST ON NE. HIGHWAY 40 APPROXIMATELY 1.05 MI
 LH0656'(1.69 KM) TO A FIELD DRIVE ON THE LEFT (NORTH) AT MILE POST 66.56.  GO
 LH0656'NORTH-NORTHWEST ON FIELD DRIVE APPROXIMATELY 150 FT (45.7 M) TO THE
 LH0656'MARK ON THE LEFT (SW) NEAR THE ROW FENCE LINE.  THE MARK IS 152 FT
 LH0656'(46.3 M) NORTH OF THE CENTERLINE OF HIGHWAY 40, 77 FT (23.5 M) WEST OF
 LH0656'THE CENTERLINE OF A FIELD DRIVE AND 0.5 FT (15 CM) SOUTH OF AN ORANGE
 LH0656'WITNESS POST.  TREES IN THE AREA MAKE THE SITE UNSUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0822 ***********************************************************************
 ML0822  DESIGNATION -  C 316
 ML0822  PID         -  ML0822
 ML0822  STATE/COUNTY-  NE/DAWSON
 ML0822  COUNTRY     -  US
 ML0822  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0822
 ML0822                         *CURRENT SURVEY CONTROL
 ML0822  ______________________________________________________________________
 ML0822* NAD 83(1986) POSITION- 41 00 23.     (N) 099 40 30.     (W)   SCALED
 ML0822* NAVD 88 ORTHO HEIGHT -   755.524 (meters)     2478.75  (feet) ADJUSTED
 ML0822  ______________________________________________________________________
 ML0822  GEOID HEIGHT    -        -23.481 (meters)                     GEOID18
 ML0822  DYNAMIC HEIGHT  -        755.089 (meters)     2477.32  (feet) COMP
 ML0822  MODELED GRAVITY -    980,023.3   (mgal)                       NAVD 88
 ML0822
 ML0822  VERT ORDER      -  SECOND    CLASS 0
 ML0822
 ML0822.The horizontal coordinates were scaled from a map and have
 ML0822.an estimated accuracy of +/- 6 seconds.
 ML0822
 ML0822.The orthometric height was determined by differential leveling and
 ML0822.adjusted by the NATIONAL GEODETIC SURVEY
 ML0822.in June 1991.
 ML0822
 ML0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0822.GEOID18 height accuracy estimate available here.
 ML0822
 ML0822.Click photographs - Photos may exist for this station.
 ML0822
 ML0822.The dynamic height is computed by dividing the NAVD 88
 ML0822.geopotential number by the normal gravity value computed on the
 ML0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0822.degrees latitude (g = 980.6199 gals.).
 ML0822
 ML0822.The modeled gravity was interpolated from observed gravity values.
 ML0822
 ML0822;                    North         East    Units  Estimated Accuracy
 ML0822;SPC NE       -   130,290.      527,330.      MT  (+/- 180 meters Scaled)
 ML0822
 ML0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML432396(NAD 83)
 ML0822
 ML0822                          SUPERSEDED SURVEY CONTROL
 ML0822
 ML0822  NGVD 29 (??/??/92)  755.234  (m)         2477.80   (f) ADJ UNCH    2 0
 ML0822
 ML0822.Superseded values are not recommended for survey control.
 ML0822
 ML0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0822.See file dsdata.pdf to determine how the superseded data were derived.
 ML0822
 ML0822_MARKER: DB = BENCH MARK DISK
 ML0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0822_STAMPING: C 316 1950
 ML0822_MARK LOGO: CGS
 ML0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0822+STABILITY: SURFACE MOTION
 ML0822
 ML0822  HISTORY     - Date     Condition        Report By
 ML0822  HISTORY     - 1950     MONUMENTED       CGS
 ML0822
 ML0822                          STATION DESCRIPTION
 ML0822
 ML0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0822'3.4 MI SW FROM EDDYVILLE.
 ML0822'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0822'POST OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A
 ML0822'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD,
 ML0822'THENCE 0.15 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT THE
 ML0822'SOUTHWEST EDGE OF A WOODED RAVINE, 63 FEET SOUTHWEST OF THE
 ML0822'CENTER LINE OF THE DIRT ROAD LEADING NORTHWEST, 35 FEET
 ML0822'SOUTHWEST OF A T-FENCE CORNER, 1.6 FEET SOUTH OF A WIRE FENCE,
 ML0822'1.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 ML0822'5.5 FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0068 ***********************************************************************
 MM0068  DESIGNATION -  C 317
 MM0068  PID         -  MM0068
 MM0068  STATE/COUNTY-  NE/CUSTER
 MM0068  COUNTRY     -  US
 MM0068  USGS QUAD   -  ARNOLD (2017)
 MM0068
 MM0068                         *CURRENT SURVEY CONTROL
 MM0068  ______________________________________________________________________
 MM0068* NAD 83(1986) POSITION- 41 24 37.     (N) 100 08 08.     (W)   SCALED
 MM0068* NAVD 88 ORTHO HEIGHT -   815.180 (meters)     2674.47  (feet) ADJUSTED
 MM0068  ______________________________________________________________________
 MM0068  GEOID HEIGHT    -        -22.111 (meters)                     GEOID18
 MM0068  DYNAMIC HEIGHT  -        814.744 (meters)     2673.04  (feet) COMP
 MM0068  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 MM0068
 MM0068  VERT ORDER      -  SECOND    CLASS 0
 MM0068
 MM0068.The horizontal coordinates were scaled from a map and have
 MM0068.an estimated accuracy of +/- 6 seconds.
 MM0068
 MM0068.The orthometric height was determined by differential leveling and
 MM0068.adjusted by the NATIONAL GEODETIC SURVEY
 MM0068.in June 1991.
 MM0068
 MM0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0068.GEOID18 height accuracy estimate available here.
 MM0068
 MM0068.Click photographs - Photos may exist for this station.
 MM0068
 MM0068.The dynamic height is computed by dividing the NAVD 88
 MM0068.geopotential number by the normal gravity value computed on the
 MM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0068.degrees latitude (g = 980.6199 gals.).
 MM0068
 MM0068.The modeled gravity was interpolated from observed gravity values.
 MM0068
 MM0068;                    North         East    Units  Estimated Accuracy
 MM0068;SPC NE       -   175,090.      488,670.      MT  (+/- 180 meters Scaled)
 MM0068
 MM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML050849(NAD 83)
 MM0068
 MM0068                          SUPERSEDED SURVEY CONTROL
 MM0068
 MM0068  NGVD 29 (??/??/92)  814.936  (m)         2673.67   (f) ADJ UNCH    2 0
 MM0068
 MM0068.Superseded values are not recommended for survey control.
 MM0068
 MM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0068.See file dsdata.pdf to determine how the superseded data were derived.
 MM0068
 MM0068_MARKER: DB = BENCH MARK DISK
 MM0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0068_STAMPING: C 317 1950
 MM0068_MARK LOGO: CGS
 MM0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0068+STABILITY: SURFACE MOTION
 MM0068
 MM0068  HISTORY     - Date     Condition        Report By
 MM0068  HISTORY     - 1950     MONUMENTED       CGS
 MM0068  HISTORY     - 1972     GOOD             USGS
 MM0068
 MM0068                          STATION DESCRIPTION
 MM0068
 MM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0068'3.8 MI SE FROM ARNOLD.
 MM0068'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0068'THE UNION PACIFIC RAILRAOD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0068'SOUTH ALONG A GRAVELED ROAD, AT A RAILROAD CROSSING, SOUTH OF AND
 MM0068'ACROSS THE ROAD FROM A GROVE OF TREES, 50 FEET SOUTH OF THE CENTER
 MM0068'LINE OF THE GRAVELED ROAD, 42 FEET EAST OF THE CENTER LINE OF A
 MM0068'DIRT ROAD LEADING SOUTH, 34.3 FEET NORTH OF THE NORTH RAIL OF THE
 MM0068'RAILROAD, 12.6 FEET SOUTHEAST OF MILEPOST 80, 1.6 FEET WEST OF
 MM0068'A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MM0068'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MM0068
 MM0068                          STATION RECOVERY (1972)
 MM0068
 MM0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0806 ***********************************************************************
 ML0806  DESIGNATION -  C 318
 ML0806  PID         -  ML0806
 ML0806  STATE/COUNTY-  NE/CUSTER
 ML0806  COUNTRY     -  US
 ML0806  USGS QUAD   -  CALLAWAY NW (2017)
 ML0806
 ML0806                         *CURRENT SURVEY CONTROL
 ML0806  ______________________________________________________________________
 ML0806* NAD 83(1986) POSITION- 41 27 06.     (N) 099 56 33.     (W)   SCALED
 ML0806* NAVD 88 ORTHO HEIGHT -   909.616 (meters)     2984.30  (feet) ADJUSTED
 ML0806  ______________________________________________________________________
 ML0806  GEOID HEIGHT    -        -22.338 (meters)                     GEOID18
 ML0806  DYNAMIC HEIGHT  -        909.120 (meters)     2982.67  (feet) COMP
 ML0806  MODELED GRAVITY -    980,047.2   (mgal)                       NAVD 88
 ML0806
 ML0806  VERT ORDER      -  SECOND    CLASS 0
 ML0806
 ML0806.The horizontal coordinates were scaled from a map and have
 ML0806.an estimated accuracy of +/- 6 seconds.
 ML0806
 ML0806.The orthometric height was determined by differential leveling and
 ML0806.adjusted by the NATIONAL GEODETIC SURVEY
 ML0806.in June 1991.
 ML0806
 ML0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0806.GEOID18 height accuracy estimate available here.
 ML0806
 ML0806.Click photographs - Photos may exist for this station.
 ML0806
 ML0806.The dynamic height is computed by dividing the NAVD 88
 ML0806.geopotential number by the normal gravity value computed on the
 ML0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0806.degrees latitude (g = 980.6199 gals.).
 ML0806
 ML0806.The modeled gravity was interpolated from observed gravity values.
 ML0806
 ML0806;                    North         East    Units  Estimated Accuracy
 ML0806;SPC NE       -   179,680.      504,800.      MT  (+/- 180 meters Scaled)
 ML0806
 ML0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML212893(NAD 83)
 ML0806
 ML0806                          SUPERSEDED SURVEY CONTROL
 ML0806
 ML0806  NGVD 29 (??/??/92)  909.366  (m)         2983.48   (f) ADJ UNCH    2 0
 ML0806
 ML0806.Superseded values are not recommended for survey control.
 ML0806
 ML0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0806.See file dsdata.pdf to determine how the superseded data were derived.
 ML0806
 ML0806_MARKER: DB = BENCH MARK DISK
 ML0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0806_STAMPING: C 318 1950
 ML0806_MARK LOGO: CGS
 ML0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0806+STABILITY: SURFACE MOTION
 ML0806
 ML0806  HISTORY     - Date     Condition        Report By
 ML0806  HISTORY     - 1950     MONUMENTED       CGS
 ML0806  HISTORY     - 1984     GOOD             LOCSUR
 ML0806
 ML0806                          STATION DESCRIPTION
 ML0806
 ML0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0806'12 MI SW FROM MERNA.
 ML0806'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MERNA,
 ML0806'THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2 MILES
 ML0806'WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE 2.1
 ML0806'MILES SOUTH ALONG A GRADED DIRT ROAD, 118 FEET EAST OF THE
 ML0806'CENTER LINE OF THE NORTH AND SOUTH ROAD, 33 FEET SOUTH OF THE
 ML0806'CENTER LINE OF A DIRT ROAD LEADING EAST, 1.2 FEET NORTH OF A
 ML0806'FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0806'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0806
 ML0806                          STATION RECOVERY (1984)
 ML0806
 ML0806'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0806'DARLING MONUMENT IS IN THE NORTHWEST CORNER OF THE NORTHWEST 4 OF
 ML0806'SECTION 14-TOWNSHIP 17 NORTH-RANGE 23 WEST OF THE 6TH P.M. PLACED A
 ML0806'WITNESS POST 2 FEET SOUTH OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1222 ***********************************************************************
 ML1222  DESIGNATION -  C 319 RESET
 ML1222  PID         -  ML1222
 ML1222  STATE/COUNTY-  NE/CUSTER
 ML1222  COUNTRY     -  US
 ML1222  USGS QUAD   -  MILBURN (2017)
 ML1222
 ML1222                         *CURRENT SURVEY CONTROL
 ML1222  ______________________________________________________________________
 ML1222* NAD 83(1986) POSITION- 41 42 46.     (N) 099 42 44.     (W)   SCALED
 ML1222* NAVD 88 ORTHO HEIGHT -   760.43  (meters)     2494.8   (feet) RESET
 ML1222  ______________________________________________________________________
 ML1222  GEOID HEIGHT    -        -22.608 (meters)                     GEOID18
 ML1222  VERT ORDER      -  THIRD
 ML1222
 ML1222.The horizontal coordinates were scaled from a map and have
 ML1222.an estimated accuracy of +/- 6 seconds.
 ML1222
 ML1222.The orthometric height was computed from unverified reset data.
 ML1222
 ML1222.No vertical observational check was made to the station.
 ML1222
 ML1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1222.GEOID18 height accuracy estimate available here.
 ML1222
 ML1222.Click photographs - Photos may exist for this station.
 ML1222
 ML1222;                    North         East    Units  Estimated Accuracy
 ML1222;SPC NE       -   208,710.      523,940.      MT  (+/- 180 meters Scaled)
 ML1222
 ML1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM407181(NAD 83)
 ML1222
 ML1222                          SUPERSEDED SURVEY CONTROL
 ML1222
 ML1222  NGVD 29 (01/31/13)  760.14   (m)         2493.9    (f) RESET       3  
 ML1222
 ML1222.Superseded values are not recommended for survey control.
 ML1222
 ML1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1222.See file dsdata.pdf to determine how the superseded data were derived.
 ML1222
 ML1222_MARKER: DV = VERTICAL CONTROL DISK
 ML1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1222_STAMPING: C 319 RESET 1984
 ML1222_MARK LOGO: NGS
 ML1222_PROJECTION: RECESSED 5 CENTIMETERS
 ML1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1222+STABILITY: SURFACE MOTION
 ML1222
 ML1222  HISTORY     - Date     Condition        Report By
 ML1222  HISTORY     - 1984     MONUMENTED       NGS
 ML1222
 ML1222                          STATION DESCRIPTION
 ML1222
 ML1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1222'0.80 KM (0.50 MI) EAST ALONG A GRADED ROAD, FROM THE MILBURN
 ML1222'COMMUNITY CHURCH IN MILBURN, THENCE 0.72 KM (0.45 MI) RIGHT AND SOUTH
 ML1222'ALONG A GRADED ROAD, THENCE 0.86 KM (0.55 MI) LEFT AND EAST ALONG A
 ML1222'GRADED ROAD TO THE MARK ON THE RIGHT, 10.37 M (34.02 FT) SOUTH FROM
 ML1222'THE CENTERLINE OF THE ROAD, 0.90 M (2.95 FT) SOUTHEAST FROM A BURIED
 ML1222'LARGE JUNCTION BOX, 1.26 M (4.13 FT) NORTH FROM A FENCE CORNER, 0.45
 ML1222'M (1.48 FT) WEST FROM A WITNESS POST,  IN THE TOP OF A CONCRETE POST
 ML1222'RECESSED 5 CM BELOW THE GROUND SURFACE AND LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0263 ***********************************************************************
 MM0263  DESIGNATION -  C 32
 MM0263  PID         -  MM0263
 MM0263  STATE/COUNTY-  NE/GRANT
 MM0263  COUNTRY     -  US
 MM0263  USGS QUAD   -  SPRING VALLEY (2017)
 MM0263
 MM0263                         *CURRENT SURVEY CONTROL
 MM0263  ______________________________________________________________________
 MM0263* NAD 83(1986) POSITION- 41 48 40.41   (N) 101 44 14.75   (W)   HD_HELD1
 MM0263* NAVD 88 ORTHO HEIGHT -  1123.072 (meters)     3684.61  (feet) ADJUSTED
 MM0263  ______________________________________________________________________
 MM0263  GEOID HEIGHT    -        -19.595 (meters)                     GEOID18
 MM0263  DYNAMIC HEIGHT  -       1122.433 (meters)     3682.52  (feet) COMP
 MM0263  MODELED GRAVITY -    980,014.7   (mgal)                       NAVD 88
 MM0263
 MM0263  VERT ORDER      -  SECOND    CLASS 0
 MM0263
 MM0263.The horizontal coordinates were determined by differentially corrected
 MM0263.hand held GPS observations or other comparable positioning techniques
 MM0263.and have an estimated accuracy of +/- 3 meters.
 MM0263
 MM0263.The orthometric height was determined by differential leveling and
 MM0263.adjusted by the NATIONAL GEODETIC SURVEY
 MM0263.in June 1991.
 MM0263
 MM0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0263.GEOID18 height accuracy estimate available here.
 MM0263
 MM0263.Click photographs - Photos may exist for this station.
 MM0263
 MM0263.The dynamic height is computed by dividing the NAVD 88
 MM0263.geopotential number by the normal gravity value computed on the
 MM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0263.degrees latitude (g = 980.6199 gals.).
 MM0263
 MM0263.The modeled gravity was interpolated from observed gravity values.
 MM0263
 MM0263;                    North         East    Units  Estimated Accuracy
 MM0263;SPC NE       -   221,047.2     355,684.8     MT  (+/- 3 meters HH1 GPS) 
 MM0263
 MM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7261332439(NAD 83)
 MM0263
 MM0263                          SUPERSEDED SURVEY CONTROL
 MM0263
 MM0263  NGVD 29 (??/??/92) 1122.608  (m)         3683.09   (f) ADJ UNCH    2 0
 MM0263
 MM0263.Superseded values are not recommended for survey control.
 MM0263
 MM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0263.See file dsdata.pdf to determine how the superseded data were derived.
 MM0263
 MM0263_MARKER: DB = BENCH MARK DISK
 MM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0263_STAMPING: C 32 1934
 MM0263_MARK LOGO: CGS
 MM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0263+STABILITY: SURFACE MOTION
 MM0263
 MM0263  HISTORY     - Date     Condition        Report By
 MM0263  HISTORY     - 1934     MONUMENTED       CGS
 MM0263  HISTORY     - 1950     GOOD             CGS
 MM0263  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0263
 MM0263                          STATION DESCRIPTION
 MM0263
 MM0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0263'19.5 MI SE FROM HYANNIS.
 MM0263'17.2 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0263'COUNTY, 300 YARDS EAST OF A FARMHOUSE AND A LARGE RED BARN,
 MM0263'AT THE INTERSECTION OF THE LINE OF A NORTH-EAST-AND SOUTHWEST
 MM0263'FENCE, 50 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 75
 MM0263'FEET SOUTHWEST OF THE LINE OF THE NORTHWEST-AND-SOUTHEAST FENCE,
 MM0263'AND 6 FEET SOUTHEAST OF THE LINE OF THE NORTHEAST-AND-SOUTHWEST
 MM0263'FENCE.  A STANDARD DISK, STAMPED C 32 1934 AND SET IN THE TOP
 MM0263'OF A CONCRETE POST.
 MM0263
 MM0263                          STATION RECOVERY (1984)
 MM0263
 MM0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0836 ***********************************************************************
 LH0836  DESIGNATION -  C 320
 LH0836  PID         -  LH0836
 LH0836  STATE/COUNTY-  NE/DAWSON
 LH0836  COUNTRY     -  US
 LH0836  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0836
 LH0836                         *CURRENT SURVEY CONTROL
 LH0836  ______________________________________________________________________
 LH0836* NAD 83(1986) POSITION- 40 51 31.     (N) 099 48 23.     (W)   SCALED
 LH0836* NAVD 88 ORTHO HEIGHT -   746.568 (meters)     2449.37  (feet) ADJUSTED
 LH0836  ______________________________________________________________________
 LH0836  GEOID HEIGHT    -        -23.598 (meters)                     GEOID18
 LH0836  DYNAMIC HEIGHT  -        746.133 (meters)     2447.94  (feet) COMP
 LH0836  MODELED GRAVITY -    980,017.3   (mgal)                       NAVD 88
 LH0836
 LH0836  VERT ORDER      -  SECOND    CLASS 0
 LH0836
 LH0836.The horizontal coordinates were scaled from a map and have
 LH0836.an estimated accuracy of +/- 6 seconds.
 LH0836
 LH0836.The orthometric height was determined by differential leveling and
 LH0836.adjusted by the NATIONAL GEODETIC SURVEY
 LH0836.in June 1991.
 LH0836
 LH0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0836.GEOID18 height accuracy estimate available here.
 LH0836
 LH0836.Click photographs - Photos may exist for this station.
 LH0836
 LH0836.The dynamic height is computed by dividing the NAVD 88
 LH0836.geopotential number by the normal gravity value computed on the
 LH0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0836.degrees latitude (g = 980.6199 gals.).
 LH0836
 LH0836.The modeled gravity was interpolated from observed gravity values.
 LH0836
 LH0836;                    North         East    Units  Estimated Accuracy
 LH0836;SPC NE       -   113,850.      516,320.      MT  (+/- 180 meters Scaled)
 LH0836
 LH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML320233(NAD 83)
 LH0836
 LH0836                          SUPERSEDED SURVEY CONTROL
 LH0836
 LH0836  NGVD 29 (??/??/92)  746.278  (m)         2448.41   (f) ADJ UNCH    2 0
 LH0836
 LH0836.Superseded values are not recommended for survey control.
 LH0836
 LH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0836.See file dsdata.pdf to determine how the superseded data were derived.
 LH0836
 LH0836_MARKER: DB = BENCH MARK DISK
 LH0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0836_STAMPING: C 320 1950
 LH0836_MARK LOGO: CGS
 LH0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0836+STABILITY: SURFACE MOTION
 LH0836
 LH0836  HISTORY     - Date     Condition        Report By
 LH0836  HISTORY     - 1950     MONUMENTED       CGS
 LH0836
 LH0836                          STATION DESCRIPTION
 LH0836
 LH0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0836'8.8 MI NW FROM LEXINGTON.
 LH0836'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0836'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0836'STATE HIGHWAY 21, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD,
 LH0836'95 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 LH0836'24 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 LH0836'63 FEET SOUTH OF A TELEPHONE POLE, 54 FEET SOUTH OF A FENCE
 LH0836'CORNER, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 LH0836'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LH0836'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1008 ***********************************************************************
 ML1008  DESIGNATION -  C 321
 ML1008  PID         -  ML1008
 ML1008  STATE/COUNTY-  NE/DAWSON
 ML1008  COUNTRY     -  US
 ML1008  USGS QUAD   -  OCONTO SE (2017)
 ML1008
 ML1008                         *CURRENT SURVEY CONTROL
 ML1008  ______________________________________________________________________
 ML1008* NAD 83(1986) POSITION- 41 00 02.     (N) 099 46 07.     (W)   SCALED
 ML1008* NAVD 88 ORTHO HEIGHT -   785.381 (meters)     2576.70  (feet) ADJUSTED
 ML1008  ______________________________________________________________________
 ML1008  GEOID HEIGHT    -        -23.414 (meters)                     GEOID18
 ML1008  DYNAMIC HEIGHT  -        784.923 (meters)     2575.20  (feet) COMP
 ML1008  MODELED GRAVITY -    980,014.1   (mgal)                       NAVD 88
 ML1008
 ML1008  VERT ORDER      -  SECOND    CLASS 0
 ML1008
 ML1008.The horizontal coordinates were scaled from a map and have
 ML1008.an estimated accuracy of +/- 6 seconds.
 ML1008
 ML1008.The orthometric height was determined by differential leveling and
 ML1008.adjusted by the NATIONAL GEODETIC SURVEY
 ML1008.in June 1991.
 ML1008
 ML1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1008.GEOID18 height accuracy estimate available here.
 ML1008
 ML1008.Click photographs - Photos may exist for this station.
 ML1008
 ML1008.The dynamic height is computed by dividing the NAVD 88
 ML1008.geopotential number by the normal gravity value computed on the
 ML1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML1008.degrees latitude (g = 980.6199 gals.).
 ML1008
 ML1008.The modeled gravity was interpolated from observed gravity values.
 ML1008
 ML1008;                    North         East    Units  Estimated Accuracy
 ML1008;SPC NE       -   129,620.      519,460.      MT  (+/- 180 meters Scaled)
 ML1008
 ML1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML353391(NAD 83)
 ML1008
 ML1008                          SUPERSEDED SURVEY CONTROL
 ML1008
 ML1008  NGVD 29 (??/??/92)  785.078  (m)         2575.71   (f) ADJ UNCH    2 0
 ML1008
 ML1008.Superseded values are not recommended for survey control.
 ML1008
 ML1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1008.See file dsdata.pdf to determine how the superseded data were derived.
 ML1008
 ML1008_MARKER: DB = BENCH MARK DISK
 ML1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1008_STAMPING: C 321 1950
 ML1008_MARK LOGO: CGS
 ML1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1008+STABILITY: SURFACE MOTION
 ML1008
 ML1008  HISTORY     - Date     Condition        Report By
 ML1008  HISTORY     - 1950     MONUMENTED       CGS
 ML1008
 ML1008                          STATION DESCRIPTION
 ML1008
 ML1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML1008'5.6 MI NE FROM BUFFALO.
 ML1008'2.0 MILES NORTH ALONG A WINDING GRAVELED ROAD FROM THE POST OFFICE
 ML1008'AT BUFFALO, THENCE 3.6 MILES EAST ALONG A WINDING DIRT ROAD,
 ML1008'AT THE FARM HOME OF D.F. HARMONEY, 187 FEET NORTHWEST OF THE
 ML1008'NORTHWEST CORNER OF THE FARMHOUSE, 175 FEET SOUTHWEST OF THE
 ML1008'CENTER LINE OF THE ROAD, 86 FEET EAST OF THE SOUTHEAST CORNER
 ML1008'OF A CATTLE SHED, 25 FEET WEST OF THE CENTER LINE OF A PRIVATE
 ML1008'DRIVEWAY, 8 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 ML1008'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML1008'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS
 ML1008'1.1 MILES WEST OF BENCH MARK H 316.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0813 ***********************************************************************
 ML0813  DESIGNATION -  C 322
 ML0813  PID         -  ML0813
 ML0813  STATE/COUNTY-  NE/CUSTER
 ML0813  COUNTRY     -  US
 ML0813  USGS QUAD   -  CALLAWAY (2017)
 ML0813
 ML0813                         *CURRENT SURVEY CONTROL
 ML0813  ______________________________________________________________________
 ML0813* NAD 83(1986) POSITION- 41 21 17.     (N) 099 55 19.     (W)   SCALED
 ML0813* NAVD 88 ORTHO HEIGHT -   823.371 (meters)     2701.34  (feet) ADJUSTED
 ML0813  ______________________________________________________________________
 ML0813  GEOID HEIGHT    -        -22.464 (meters)                     GEOID18
 ML0813  DYNAMIC HEIGHT  -        822.927 (meters)     2699.89  (feet) COMP
 ML0813  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 ML0813
 ML0813  VERT ORDER      -  SECOND    CLASS 0
 ML0813
 ML0813.The horizontal coordinates were scaled from a map and have
 ML0813.an estimated accuracy of +/- 6 seconds.
 ML0813
 ML0813.The orthometric height was determined by differential leveling and
 ML0813.adjusted by the NATIONAL GEODETIC SURVEY
 ML0813.in June 1991.
 ML0813
 ML0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0813.GEOID18 height accuracy estimate available here.
 ML0813
 ML0813.Click photographs - Photos may exist for this station.
 ML0813
 ML0813.The dynamic height is computed by dividing the NAVD 88
 ML0813.geopotential number by the normal gravity value computed on the
 ML0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0813.degrees latitude (g = 980.6199 gals.).
 ML0813
 ML0813.The modeled gravity was interpolated from observed gravity values.
 ML0813
 ML0813;                    North         East    Units  Estimated Accuracy
 ML0813;SPC NE       -   168,920.      506,530.      MT  (+/- 180 meters Scaled)
 ML0813
 ML0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML228785(NAD 83)
 ML0813
 ML0813                          SUPERSEDED SURVEY CONTROL
 ML0813
 ML0813  NGVD 29 (??/??/92)  823.124  (m)         2700.53   (f) ADJ UNCH    2 0
 ML0813
 ML0813.Superseded values are not recommended for survey control.
 ML0813
 ML0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0813.See file dsdata.pdf to determine how the superseded data were derived.
 ML0813
 ML0813_MARKER: DB = BENCH MARK DISK
 ML0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0813_STAMPING: C 322 1950
 ML0813_MARK LOGO: CGS
 ML0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0813+STABILITY: SURFACE MOTION
 ML0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0813+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1989
 ML0813
 ML0813  HISTORY     - Date     Condition        Report By
 ML0813  HISTORY     - 1950     MONUMENTED       CGS
 ML0813  HISTORY     - 19890925 MARK NOT FOUND   LOCENG
 ML0813
 ML0813                          STATION DESCRIPTION
 ML0813
 ML0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0813'4.8 MI N FROM CALLAWAY.
 ML0813'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0813'RAILROAD STATION AT CALLAWAY, THENCE 1.5 MILES NORTH ALONG A
 ML0813'GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A GRAVELED ROAD,
 ML0813'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 0.4 MILE NORTH
 ML0813'OF A FARMHOUSE, 0.3 MILE SOUTH OF A SMALL WOODEN BRIDGE, 45 FEET
 ML0813'WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A FENCE,
 ML0813'1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0813'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0813
 ML0813                          STATION RECOVERY (1989)
 ML0813
 ML0813'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 ML0813'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1194 ***********************************************************************
 ML1194  DESIGNATION -  C 322 RESET
 ML1194  PID         -  ML1194
 ML1194  STATE/COUNTY-  NE/CUSTER
 ML1194  COUNTRY     -  US
 ML1194  USGS QUAD   -  CALLAWAY (2017)
 ML1194
 ML1194                         *CURRENT SURVEY CONTROL
 ML1194  ______________________________________________________________________
 ML1194* NAD 83(1986) POSITION- 41 21 17.     (N) 099 55 19.     (W)   SCALED
 ML1194* NAVD 88 ORTHO HEIGHT -   822.99  (meters)     2700.1   (feet) RESET
 ML1194  ______________________________________________________________________
 ML1194  GEOID HEIGHT    -        -22.464 (meters)                     GEOID18
 ML1194  VERT ORDER      -  THIRD
 ML1194
 ML1194.The horizontal coordinates were scaled from a map and have
 ML1194.an estimated accuracy of +/- 6 seconds.
 ML1194
 ML1194.The orthometric height was computed from unverified reset data.
 ML1194
 ML1194.No vertical observational check was made to the station.
 ML1194
 ML1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1194.GEOID18 height accuracy estimate available here.
 ML1194
 ML1194.Click photographs - Photos may exist for this station.
 ML1194
 ML1194;                    North         East    Units  Estimated Accuracy
 ML1194;SPC NE       -   168,920.      506,530.      MT  (+/- 180 meters Scaled)
 ML1194
 ML1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML228785(NAD 83)
 ML1194
 ML1194                          SUPERSEDED SURVEY CONTROL
 ML1194
 ML1194  NGVD 29 (01/31/13)  822.75   (m)         2699.3    (f) RESET       3  
 ML1194
 ML1194.Superseded values are not recommended for survey control.
 ML1194
 ML1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1194.See file dsdata.pdf to determine how the superseded data were derived.
 ML1194
 ML1194_MARKER: DV = VERTICAL CONTROL DISK
 ML1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1194_STAMPING: C 322 RESET 1989
 ML1194_MARK LOGO: NGS
 ML1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1194+STABILITY: SURFACE MOTION
 ML1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1194+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ML1194
 ML1194  HISTORY     - Date     Condition        Report By
 ML1194  HISTORY     - 1989     MONUMENTED       LOCSUR
 ML1194
 ML1194                          STATION DESCRIPTION
 ML1194
 ML1194'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 ML1194'TO REACH THE MARK FROM THE LEXINGTON STATE BANK BUILDING, IN CALLAWAY,
 ML1194'GO NORTH AND NORTHWEST ON A PAVED ROAD FOR 2.42 KM (1.50 MI).  TURN
 ML1194'RIGHT AND GO NORTHEASTERLY ON A PAVED ROAD FOR 5.80 KM (3.60 MI) TO
 ML1194'THE MARK ON THE RIGHT.  THE MARK IS 11.28 M (37.0 FT) EAST FROM THE
 ML1194'CENTERLINE OF THE ROAD, 0.9 M (3.0 FT) EAST FROM A NORTH/SOUTH
 ML1194'POWERLINE, 0.30 M (1.0 FT) WEST FROM A WITNESS POST AND IS IN THE SE
 ML1194'1/4, SEC14, T16N, R23W ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0680 ***********************************************************************
 ML0680  DESIGNATION -  C 323
 ML0680  PID         -  ML0680
 ML0680  STATE/COUNTY-  NE/VALLEY
 ML0680  COUNTRY     -  US
 ML0680  USGS QUAD   -  ARCADIA WEST (2017)
 ML0680
 ML0680                         *CURRENT SURVEY CONTROL
 ML0680  ______________________________________________________________________
 ML0680* NAD 83(1986) POSITION- 41 27 14.     (N) 099 09 35.     (W)   SCALED
 ML0680* NAVD 88 ORTHO HEIGHT -   669.823 (meters)     2197.58  (feet) ADJUSTED
 ML0680  ______________________________________________________________________
 ML0680  GEOID HEIGHT    -        -23.544 (meters)                     GEOID18
 ML0680  DYNAMIC HEIGHT  -        669.486 (meters)     2196.47  (feet) COMP
 ML0680  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 ML0680
 ML0680  VERT ORDER      -  FIRST     CLASS II
 ML0680
 ML0680.The horizontal coordinates were scaled from a map and have
 ML0680.an estimated accuracy of +/- 6 seconds.
 ML0680
 ML0680.The orthometric height was determined by differential leveling and
 ML0680.adjusted by the NATIONAL GEODETIC SURVEY
 ML0680.in June 1991.
 ML0680
 ML0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0680.GEOID18 height accuracy estimate available here.
 ML0680
 ML0680.Click photographs - Photos may exist for this station.
 ML0680
 ML0680.The dynamic height is computed by dividing the NAVD 88
 ML0680.geopotential number by the normal gravity value computed on the
 ML0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0680.degrees latitude (g = 980.6199 gals.).
 ML0680
 ML0680.The modeled gravity was interpolated from observed gravity values.
 ML0680
 ML0680;                    North         East    Units  Estimated Accuracy
 ML0680;SPC NE       -   180,260.      570,190.      MT  (+/- 180 meters Scaled)
 ML0680
 ML0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML866891(NAD 83)
 ML0680
 ML0680                          SUPERSEDED SURVEY CONTROL
 ML0680
 ML0680  NGVD 29 (??/??/92)  669.576  (m)         2196.77   (f) ADJ UNCH    1 2
 ML0680
 ML0680.Superseded values are not recommended for survey control.
 ML0680
 ML0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0680.See file dsdata.pdf to determine how the superseded data were derived.
 ML0680
 ML0680_MARKER: DB = BENCH MARK DISK
 ML0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0680_STAMPING: C 323 1950
 ML0680_MARK LOGO: CGS
 ML0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0680+STABILITY: SURFACE MOTION
 ML0680
 ML0680  HISTORY     - Date     Condition        Report By
 ML0680  HISTORY     - 1950     MONUMENTED       CGS
 ML0680
 ML0680                          STATION DESCRIPTION
 ML0680
 ML0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0680'2.3 MI NW FROM ARCADIA.
 ML0680'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0680'RAILROAD FROM THE STATION AT ARCADIA, 114 FEET SOUTH OF MILEPOST
 ML0680'56, 90 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET SOUTHWEST
 ML0680'OF THE CENTER LINE OF A TRACK ROAD, 3 FEET SOUTHEAST OF A
 ML0680'POWER POLE, 1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A
 ML0680'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0680'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0955 ***********************************************************************
 ML0955  DESIGNATION -  C 324
 ML0955  PID         -  ML0955
 ML0955  STATE/COUNTY-  NE/BLAINE
 ML0955  COUNTRY     -  US
 ML0955  USGS QUAD   -  ALMERIA SW (2017)
 ML0955
 ML0955                         *CURRENT SURVEY CONTROL
 ML0955  ______________________________________________________________________
 ML0955* NAD 83(1986) POSITION- 41 49 23.     (N) 099 42 42.     (W)   SCALED
 ML0955* NAVD 88 ORTHO HEIGHT -   767.428 (meters)     2517.80  (feet) ADJUSTED
 ML0955  ______________________________________________________________________
 ML0955  GEOID HEIGHT    -        -22.585 (meters)                     GEOID18
 ML0955  DYNAMIC HEIGHT  -        767.048 (meters)     2516.56  (feet) COMP
 ML0955  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 ML0955
 ML0955  VERT ORDER      -  SECOND    CLASS 0
 ML0955
 ML0955.The horizontal coordinates were scaled from a map and have
 ML0955.an estimated accuracy of +/- 6 seconds.
 ML0955
 ML0955.The orthometric height was determined by differential leveling and
 ML0955.adjusted by the NATIONAL GEODETIC SURVEY
 ML0955.in June 1991.
 ML0955
 ML0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0955.GEOID18 height accuracy estimate available here.
 ML0955
 ML0955.Click photographs - Photos may exist for this station.
 ML0955
 ML0955.The dynamic height is computed by dividing the NAVD 88
 ML0955.geopotential number by the normal gravity value computed on the
 ML0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0955.degrees latitude (g = 980.6199 gals.).
 ML0955
 ML0955.The modeled gravity was interpolated from observed gravity values.
 ML0955
 ML0955;                    North         East    Units  Estimated Accuracy
 ML0955;SPC NE       -   220,950.      523,950.      MT  (+/- 180 meters Scaled)
 ML0955
 ML0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM408303(NAD 83)
 ML0955
 ML0955                          SUPERSEDED SURVEY CONTROL
 ML0955
 ML0955  NGVD 29 (??/??/92)  767.148  (m)         2516.88   (f) ADJ UNCH    2 0
 ML0955
 ML0955.Superseded values are not recommended for survey control.
 ML0955
 ML0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0955.See file dsdata.pdf to determine how the superseded data were derived.
 ML0955
 ML0955_MARKER: DB = BENCH MARK DISK
 ML0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0955_STAMPING: C 324 1950
 ML0955_MARK LOGO: CGS
 ML0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0955+STABILITY: SURFACE MOTION
 ML0955
 ML0955  HISTORY     - Date     Condition        Report By
 ML0955  HISTORY     - 1950     MONUMENTED       CGS
 ML0955
 ML0955                          STATION DESCRIPTION
 ML0955
 ML0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0955'10.6 MI W FROM ALMERIA.
 ML0955'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0955'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0955'3.35 MILES WEST ALONG A SAND ROAD, IN A SMALL VALLEY, 250 FEET
 ML0955'SOUTHWEST OF A WINDMILL, 62 FEET WEST OF THE CENTER LINE OF THE
 ML0955'ROAD, 23 FEET SOUTH OF THE CENTER OF A GATE, 17 FEET SOUTH OF A
 ML0955'FENCE CORNER, 1.5 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 ML0955'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0955'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1481 ***********************************************************************
 MK1481  DESIGNATION -  C 325
 MK1481  PID         -  MK1481
 MK1481  STATE/COUNTY-  NE/POLK
 MK1481  COUNTRY     -  US
 MK1481  USGS QUAD   -  CLARKS (2017)
 MK1481
 MK1481                         *CURRENT SURVEY CONTROL
 MK1481  ______________________________________________________________________
 MK1481* NAD 83(1986) POSITION- 41 09 47.     (N) 097 48 43.     (W)   SCALED
 MK1481* NAVD 88 ORTHO HEIGHT -   516.393 (meters)     1694.20  (feet) ADJUSTED
 MK1481  ______________________________________________________________________
 MK1481  GEOID HEIGHT    -        -25.458 (meters)                     GEOID18
 MK1481  DYNAMIC HEIGHT  -        516.139 (meters)     1693.37  (feet) COMP
 MK1481  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 MK1481
 MK1481  VERT ORDER      -  SECOND    CLASS 0
 MK1481
 MK1481.The horizontal coordinates were scaled from a map and have
 MK1481.an estimated accuracy of +/- 6 seconds.
 MK1481
 MK1481.The orthometric height was determined by differential leveling and
 MK1481.adjusted by the NATIONAL GEODETIC SURVEY
 MK1481.in June 1991.
 MK1481
 MK1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1481.GEOID18 height accuracy estimate available here.
 MK1481
 MK1481.Click photographs - Photos may exist for this station.
 MK1481
 MK1481.The dynamic height is computed by dividing the NAVD 88
 MK1481.geopotential number by the normal gravity value computed on the
 MK1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1481.degrees latitude (g = 980.6199 gals.).
 MK1481
 MK1481.The modeled gravity was interpolated from observed gravity values.
 MK1481
 MK1481;                    North         East    Units  Estimated Accuracy
 MK1481;SPC NE       -   149,960.      683,560.      MT  (+/- 180 meters Scaled)
 MK1481
 MK1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL996575(NAD 83)
 MK1481
 MK1481                          SUPERSEDED SURVEY CONTROL
 MK1481
 MK1481  NGVD 29 (??/??/92)  516.180  (m)         1693.50   (f) ADJ UNCH    2 0
 MK1481
 MK1481.Superseded values are not recommended for survey control.
 MK1481
 MK1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1481.See file dsdata.pdf to determine how the superseded data were derived.
 MK1481
 MK1481_MARKER: DB = BENCH MARK DISK
 MK1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1481_STAMPING: C 325 1950
 MK1481_MARK LOGO: CGS
 MK1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1481+STABILITY: SURFACE MOTION
 MK1481
 MK1481  HISTORY     - Date     Condition        Report By
 MK1481  HISTORY     - 1950     MONUMENTED       CGS
 MK1481
 MK1481                          STATION DESCRIPTION
 MK1481
 MK1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1481'7.7 MI SE FROM CLARKS.
 MK1481'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1481'STATION AT CLARKS, THENCE 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY
 MK1481'30 A, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, 0.1 MILE
 MK1481'WEST OF A ROAD JUNCTION, 200 FEET EAST OF A BRIDGE, ON THE
 MK1481'SIDE OF A HILL, 31 FEET NORTH OF THE CENTER LINE OF A ROAD,
 MK1481'2.4 FEET NORTH OF A FENCE, 3.1 FEET NORTHEAST OF THE WITNESS
 MK1481'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK1481'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1499 ***********************************************************************
 MK1499  DESIGNATION -  C 326
 MK1499  PID         -  MK1499
 MK1499  STATE/COUNTY-  NE/POLK
 MK1499  COUNTRY     -  US
 MK1499  USGS QUAD   -  STROMSBURG (2017)
 MK1499
 MK1499                         *CURRENT SURVEY CONTROL
 MK1499  ______________________________________________________________________
 MK1499* NAD 83(1986) POSITION- 41 07 10.1    (N) 097 34 42.6    (W)   HD_HELD2
 MK1499* NAVD 88 ORTHO HEIGHT -   511.171 (meters)     1677.07  (feet) ADJUSTED
 MK1499  ______________________________________________________________________
 MK1499  GEOID HEIGHT    -        -25.813 (meters)                     GEOID18
 MK1499  DYNAMIC HEIGHT  -        510.919 (meters)     1676.24  (feet) COMP
 MK1499  MODELED GRAVITY -    980,114.8   (mgal)                       NAVD 88
 MK1499
 MK1499  VERT ORDER      -  SECOND    CLASS 0
 MK1499
 MK1499.The horizontal coordinates were established by autonomous hand held GPS
 MK1499.observations and have an estimated accuracy of +/- 10 meters.
 MK1499
 MK1499.The orthometric height was determined by differential leveling and
 MK1499.adjusted by the NATIONAL GEODETIC SURVEY
 MK1499.in June 1991.
 MK1499
 MK1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1499.GEOID18 height accuracy estimate available here.
 MK1499
 MK1499.Click photographs - Photos may exist for this station.
 MK1499
 MK1499.The dynamic height is computed by dividing the NAVD 88
 MK1499.geopotential number by the normal gravity value computed on the
 MK1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1499.degrees latitude (g = 980.6199 gals.).
 MK1499
 MK1499.The modeled gravity was interpolated from observed gravity values.
 MK1499
 MK1499;                    North         East    Units  Estimated Accuracy
 MK1499;SPC NE       -   145,642.      703,274.      MT  (+/- 10 meters HH2 GPS)
 MK1499
 MK1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1933552993(NAD 83)
 MK1499
 MK1499                          SUPERSEDED SURVEY CONTROL
 MK1499
 MK1499  NGVD 29 (??/??/92)  510.968  (m)         1676.40   (f) ADJ UNCH    2 0
 MK1499
 MK1499.Superseded values are not recommended for survey control.
 MK1499
 MK1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1499.See file dsdata.pdf to determine how the superseded data were derived.
 MK1499
 MK1499_MARKER: DB = BENCH MARK DISK
 MK1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1499_STAMPING: C 326 1950
 MK1499_MARK LOGO: CGS
 MK1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1499+STABILITY: SURFACE MOTION
 MK1499
 MK1499  HISTORY     - Date     Condition        Report By
 MK1499  HISTORY     - 1950     MONUMENTED       CGS
 MK1499  HISTORY     - 1976     GOOD             NGS
 MK1499
 MK1499                          STATION DESCRIPTION
 MK1499
 MK1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1499'1.5 MI NE FROM STROMSBURG.
 MK1499'0.4 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 MK1499'STROMSBURG, THENCE 1.1 MILES EAST ALONG A GRAVELED ROAD, AT THE
 MK1499'SOUTH ENTRANCE TO A CEMETERY, 31 FEET NORTH OF THE CENTER LINE
 MK1499'OF A ROAD, 23 FEET EAST OF THE CENTER OF A GATE, 0.9 FOOT
 MK1499'SOUTH OF A FENCE, IN LINE WITH THE EAST SIDE OF A BUILDING,
 MK1499'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1499'ABOVE THE GROUND.
 MK1499
 MK1499                          STATION RECOVERY (1976)
 MK1499
 MK1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK1499'TO REACH FROM THE JUNCTION OF NINTH STREET AND US HIGHWAY 81 IN
 MK1499'STROMSBURG, GO EAST ON NINTH STREET FOR 1.0 MILES TO A CEMETERY AND
 MK1499'THE BENCH MARK ON THE LEFT, 30 FT NORTH OF THE CENTER OF THE ROAD, 12
 MK1499'FT EAST OF THE EAST END GATE POST, 11 FT SOUTH OF THE SOUTHEAST
 MK1499'CORNER OF BLOCK MAINTENANCE BUILDING, 4 FT SOUTHWEST OF A POWER POLE
 MK1499'AND 1 FT S OF FENCE AROUND CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1496 ***********************************************************************
 MK1496  DESIGNATION -  C 327 RESET
 MK1496  PID         -  MK1496
 MK1496  STATE/COUNTY-  NE/POLK
 MK1496  COUNTRY     -  US
 MK1496  USGS QUAD   -  SWEDEHOME (2017)
 MK1496
 MK1496                         *CURRENT SURVEY CONTROL
 MK1496  ______________________________________________________________________
 MK1496* NAD 83(1986) POSITION- 41 14 59.61   (N) 097 39 22.30   (W)   HD_HELD1
 MK1496* NAVD 88 ORTHO HEIGHT -   476.80  (meters)     1564.3   (feet) RESET
 MK1496  ______________________________________________________________________
 MK1496  GEOID HEIGHT    -        -25.450 (meters)                     GEOID18
 MK1496  VERT ORDER      -  THIRD
 MK1496
 MK1496.The horizontal coordinates were determined by differentially corrected
 MK1496.hand held GPS observations or other comparable positioning techniques
 MK1496.and have an estimated accuracy of +/- 3 meters.
 MK1496
 MK1496.The orthometric height was computed from unverified reset data.
 MK1496
 MK1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1496.GEOID18 height accuracy estimate available here.
 MK1496
 MK1496.Click photographs - Photos may exist for this station.
 MK1496
 MK1496;                    North         East    Units  Estimated Accuracy
 MK1496;SPC NE       -   159,935.9     696,360.7     MT  (+/- 3 meters HH1 GPS) 
 MK1496
 MK1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1258967368(NAD 83)
 MK1496
 MK1496                          SUPERSEDED SURVEY CONTROL
 MK1496
 MK1496.No superseded survey control is available for this station.
 MK1496
 MK1496_MARKER: DB = BENCH MARK DISK
 MK1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1496_STAMPING: C 327 RESET 1969
 MK1496_MARK LOGO: CGS
 MK1496_PROJECTION: FLUSH
 MK1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1496+STABILITY: SURFACE MOTION
 MK1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1496+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2018
 MK1496
 MK1496  HISTORY     - Date     Condition        Report By
 MK1496  HISTORY     - 1969     MONUMENTED       CGS
 MK1496  HISTORY     - 20101001 GOOD             INDIV
 MK1496  HISTORY     - 20170816 GOOD             INDIV
 MK1496  HISTORY     - 20180516 GOOD             JEOCON
 MK1496
 MK1496                          STATION DESCRIPTION
 MK1496
 MK1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK1496'4.6 MI S FROM SILVER CREEK.
 MK1496'4.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1496'IN SILVER CREEK, 147 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MK1496'39, 30 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 1 FOOT
 MK1496'NORTH OF FENCE AND 1 FOOT EAST OF A WITNESS POST.  SET IN THE
 MK1496'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MK1496
 MK1496                          STATION RECOVERY (2010)
 MK1496
 MK1496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1496'RECOVERED IN GOOD CONDITION.
 MK1496
 MK1496                          STATION RECOVERY (2017)
 MK1496
 MK1496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1496'THE MARK IS LOCATED 1.65 FEET EAST OF A STEEL
 MK1496'WITNESS POST AND 0.70 FEET NORTH OF A COUNTY ROW FENCE NEAR MILE
 MK1496'POST 4.98.  THE MARK IS FLUSH. 
 MK1496
 MK1496                          STATION RECOVERY (2018)
 MK1496
 MK1496'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2018 (JG)
 MK1496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0678 ***********************************************************************
 ML0678  DESIGNATION -  C 328
 ML0678  PID         -  ML0678
 ML0678  STATE/COUNTY-  NE/VALLEY
 ML0678  COUNTRY     -  US
 ML0678  USGS QUAD   -  ARCADIA WEST (2017)
 ML0678
 ML0678                         *CURRENT SURVEY CONTROL
 ML0678  ______________________________________________________________________
 ML0678* NAD 83(1986) POSITION- 41 28 28.     (N) 099 11 08.     (W)   SCALED
 ML0678* NAVD 88 ORTHO HEIGHT -   670.366 (meters)     2199.36  (feet) ADJUSTED
 ML0678  ______________________________________________________________________
 ML0678  GEOID HEIGHT    -        -23.497 (meters)                     GEOID18
 ML0678  DYNAMIC HEIGHT  -        670.028 (meters)     2198.25  (feet) COMP
 ML0678  MODELED GRAVITY -    980,097.5   (mgal)                       NAVD 88
 ML0678
 ML0678  VERT ORDER      -  FIRST     CLASS II
 ML0678
 ML0678.The horizontal coordinates were scaled from a map and have
 ML0678.an estimated accuracy of +/- 6 seconds.
 ML0678
 ML0678.The orthometric height was determined by differential leveling and
 ML0678.adjusted by the NATIONAL GEODETIC SURVEY
 ML0678.in June 1991.
 ML0678
 ML0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0678.GEOID18 height accuracy estimate available here.
 ML0678
 ML0678.Click photographs - Photos may exist for this station.
 ML0678
 ML0678.The dynamic height is computed by dividing the NAVD 88
 ML0678.geopotential number by the normal gravity value computed on the
 ML0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0678.degrees latitude (g = 980.6199 gals.).
 ML0678
 ML0678.The modeled gravity was interpolated from observed gravity values.
 ML0678
 ML0678;                    North         East    Units  Estimated Accuracy
 ML0678;SPC NE       -   182,530.      568,010.      MT  (+/- 180 meters Scaled)
 ML0678
 ML0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML845914(NAD 83)
 ML0678
 ML0678                          SUPERSEDED SURVEY CONTROL
 ML0678
 ML0678  NGVD 29 (??/??/92)  670.117  (m)         2198.54   (f) ADJ UNCH    1 2
 ML0678
 ML0678.Superseded values are not recommended for survey control.
 ML0678
 ML0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0678.See file dsdata.pdf to determine how the superseded data were derived.
 ML0678
 ML0678_MARKER: DB = BENCH MARK DISK
 ML0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0678_STAMPING: C 328 1950
 ML0678_MARK LOGO: CGS
 ML0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0678+STABILITY: SURFACE MOTION
 ML0678
 ML0678  HISTORY     - Date     Condition        Report By
 ML0678  HISTORY     - 1950     MONUMENTED       CGS
 ML0678
 ML0678                          STATION DESCRIPTION
 ML0678
 ML0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0678'4.2 MI NW FROM ARCADIA.
 ML0678'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0678'RAILROAD FROM THE STATION AT ARCADIA, AT A PRIVATE ROAD CROSSING,
 ML0678'0.1 MILE SOUTHEAST OF MILEPOST 58, 48 FEET SOUTHWEST OF THE
 ML0678'SOUTHWEST RAIL, 31 FEET NORTHWEST OF THE CENTER OF A GATE, 51
 ML0678'FEET SOUTHEAST OF A TELEGRAPH POLE, 1 FOOT NORTHEAST OF A
 ML0678'FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0678'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0504 ***********************************************************************
 ML0504  DESIGNATION -  C 329
 ML0504  PID         -  ML0504
 ML0504  STATE/COUNTY-  NE/VALLEY
 ML0504  COUNTRY     -  US
 ML0504  USGS QUAD   -  ORD (2017)
 ML0504
 ML0504                         *CURRENT SURVEY CONTROL
 ML0504  ______________________________________________________________________
 ML0504* NAD 83(1986) POSITION- 41 33 45.27   (N) 098 58 53.14   (W)   HD_HELD1
 ML0504* NAVD 88 ORTHO HEIGHT -   644.398 (meters)     2114.16  (feet) ADJUSTED
 ML0504  ______________________________________________________________________
 ML0504  GEOID HEIGHT    -        -23.810 (meters)                     GEOID18
 ML0504  DYNAMIC HEIGHT  -        644.080 (meters)     2113.12  (feet) COMP
 ML0504  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 ML0504
 ML0504  VERT ORDER      -  SECOND    CLASS 0
 ML0504
 ML0504.The horizontal coordinates were determined by differentially corrected
 ML0504.hand held GPS observations or other comparable positioning techniques
 ML0504.and have an estimated accuracy of +/- 3 meters.
 ML0504
 ML0504.The orthometric height was determined by differential leveling and
 ML0504.adjusted by the NATIONAL GEODETIC SURVEY
 ML0504.in June 1991.
 ML0504
 ML0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0504.GEOID18 height accuracy estimate available here.
 ML0504
 ML0504.Click photographs - Photos may exist for this station.
 ML0504
 ML0504.The dynamic height is computed by dividing the NAVD 88
 ML0504.geopotential number by the normal gravity value computed on the
 ML0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0504.degrees latitude (g = 980.6199 gals.).
 ML0504
 ML0504.The modeled gravity was interpolated from observed gravity values.
 ML0504
 ML0504;                    North         East    Units  Estimated Accuracy
 ML0504;SPC NE       -   192,489.8     584,934.0     MT  (+/- 3 meters HH1 GPS) 
 ML0504
 ML0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0154801211(NAD 83)
 ML0504
 ML0504                          SUPERSEDED SURVEY CONTROL
 ML0504
 ML0504  NGVD 29 (??/??/92)  644.146  (m)         2113.34   (f) ADJ UNCH    2 0
 ML0504
 ML0504.Superseded values are not recommended for survey control.
 ML0504
 ML0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0504.See file dsdata.pdf to determine how the superseded data were derived.
 ML0504
 ML0504_MARKER: DB = BENCH MARK DISK
 ML0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0504_STAMPING: C 329 1950
 ML0504_MARK LOGO: CGS
 ML0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0504+STABILITY: SURFACE MOTION
 ML0504
 ML0504  HISTORY     - Date     Condition        Report By
 ML0504  HISTORY     - 1950     MONUMENTED       CGS
 ML0504
 ML0504                          STATION DESCRIPTION
 ML0504
 ML0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0504'4.9 MI SW FROM ORD.
 ML0504'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0504'AT ORD, 64 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 ML0504'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO
 ML0504'A FARMHOUSE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0504'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0232 ***********************************************************************
 LJ0232  DESIGNATION -  C 33
 LJ0232  PID         -  LJ0232
 LJ0232  STATE/COUNTY-  NE/DUNDY
 LJ0232  COUNTRY     -  US
 LJ0232  USGS QUAD   -  ROCK CREEK LAKE (2017)
 LJ0232
 LJ0232                         *CURRENT SURVEY CONTROL
 LJ0232  ______________________________________________________________________
 LJ0232* NAD 83(1986) POSITION- 40 01 32.75   (N) 101 50 49.17   (W)   HD_HELD1
 LJ0232* NAVD 88 ORTHO HEIGHT -   978.417 (meters)     3210.02  (feet) POSTED
 LJ0232  ______________________________________________________________________
 LJ0232  GEOID HEIGHT    -        -22.881 (meters)                     GEOID18
 LJ0232  DYNAMIC HEIGHT  -        977.69  (meters)     3207.6   (feet) COMP
 LJ0232  MODELED GRAVITY -    979,851.3   (mgal)                       NAVD 88
 LJ0232
 LJ0232  VERT ORDER      -  * POSTED, SEE BELOW
 LJ0232
 LJ0232.The horizontal coordinates were determined by differentially corrected
 LJ0232.hand held GPS observations or other comparable positioning techniques
 LJ0232.and have an estimated accuracy of +/- 3 meters.
 LJ0232
 LJ0232.The orthometric height was determined by differential leveling
 LJ0232.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LJ0232
 LJ0232.* This is a POSTED BENCH MARK height.
 LJ0232
 LJ0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0232.GEOID18 height accuracy estimate available here.
 LJ0232
 LJ0232.Click photographs - Photos may exist for this station.
 LJ0232
 LJ0232.The dynamic height is computed by dividing the NAVD 88
 LJ0232.geopotential number by the normal gravity value computed on the
 LJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0232.degrees latitude (g = 980.6199 gals.).
 LJ0232
 LJ0232.The modeled gravity was interpolated from observed gravity values.
 LJ0232
 LJ0232;                    North         East    Units  Estimated Accuracy
 LJ0232;SPC NE       -    23,050.9     342,351.4     MT  (+/- 3 meters HH1 GPS) 
 LJ0232
 LJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK5705534500(NAD 83)
 LJ0232
 LJ0232                          SUPERSEDED SURVEY CONTROL
 LJ0232
 LJ0232  NGVD 29 (??/??/92)  977.977  (m)         3208.58   (f) ADJ UNCH    1 2
 LJ0232
 LJ0232.Superseded values are not recommended for survey control.
 LJ0232
 LJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0232.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0232
 LJ0232_MARKER: DB = BENCH MARK DISK
 LJ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0232_STAMPING: 3208.580 C 33 1933
 LJ0232_MARK LOGO: CGS
 LJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0232+STABILITY: SURFACE MOTION
 LJ0232
 LJ0232  HISTORY     - Date     Condition        Report By
 LJ0232  HISTORY     - 1933     MONUMENTED       CGS
 LJ0232  HISTORY     - 1959     POOR             USGS
 LJ0232
 LJ0232                          STATION DESCRIPTION
 LJ0232
 LJ0232'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LJ0232'4.9 MI E FROM HAIGLER.
 LJ0232'4.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0232'FROM THE STATION AT HAIGLER, DUNDY COUNTY, 8 POLES WEST OF
 LJ0232'MILEPOST 356, AT A FARM-ROAD CROSSING, 94 FEET NORTH OF U.S.
 LJ0232'HIGHWAY 34, 36 FEET SOUTH OF THE SOUTH RAIL, 33 FEET WEST OF THE
 LJ0232'ROAD, AND 10 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK,
 LJ0232'STAMPED 3208.580 C 33 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0232'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE FARM ROAD
 LJ0232'DOES NOT CROSS TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0891 ***********************************************************************
 MK0891  DESIGNATION -  C 330
 MK0891  PID         -  MK0891
 MK0891  STATE/COUNTY-  NE/BUTLER
 MK0891  COUNTRY     -  US
 MK0891  USGS QUAD   -  ROGERS (2017)
 MK0891
 MK0891                         *CURRENT SURVEY CONTROL
 MK0891  ______________________________________________________________________
 MK0891* NAD 83(1986) POSITION- 41 23 38.     (N) 096 58 06.     (W)   SCALED
 MK0891* NAVD 88 ORTHO HEIGHT -   420.116 (meters)     1378.33  (feet) ADJUSTED
 MK0891  ______________________________________________________________________
 MK0891  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 MK0891  DYNAMIC HEIGHT  -        419.931 (meters)     1377.72  (feet) COMP
 MK0891  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 MK0891
 MK0891  VERT ORDER      -  SECOND    CLASS 0
 MK0891
 MK0891.The horizontal coordinates were scaled from a map and have
 MK0891.an estimated accuracy of +/- 6 seconds.
 MK0891
 MK0891.The orthometric height was determined by differential leveling and
 MK0891.adjusted by the NATIONAL GEODETIC SURVEY
 MK0891.in June 1991.
 MK0891
 MK0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0891.GEOID18 height accuracy estimate available here.
 MK0891
 MK0891.Click photographs - Photos may exist for this station.
 MK0891
 MK0891.The dynamic height is computed by dividing the NAVD 88
 MK0891.geopotential number by the normal gravity value computed on the
 MK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0891.degrees latitude (g = 980.6199 gals.).
 MK0891
 MK0891.The modeled gravity was interpolated from observed gravity values.
 MK0891
 MK0891;                    North         East    Units  Estimated Accuracy
 MK0891;SPC NE       -   177,700.      753,410.      MT  (+/- 180 meters Scaled)
 MK0891
 MK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL698844(NAD 83)
 MK0891
 MK0891                          SUPERSEDED SURVEY CONTROL
 MK0891
 MK0891  NGVD 29 (??/??/92)  419.948  (m)         1377.78   (f) ADJ UNCH    2 0
 MK0891
 MK0891.Superseded values are not recommended for survey control.
 MK0891
 MK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0891.See file dsdata.pdf to determine how the superseded data were derived.
 MK0891
 MK0891_MARKER: DB = BENCH MARK DISK
 MK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0891_STAMPING: C 330 1950
 MK0891_MARK LOGO: CGS
 MK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0891+STABILITY: SURFACE MOTION
 MK0891
 MK0891  HISTORY     - Date     Condition        Report By
 MK0891  HISTORY     - 1950     MONUMENTED       CGS
 MK0891  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0891
 MK0891                          STATION DESCRIPTION
 MK0891
 MK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0891'3.1 MI SW FROM LINWOOD.
 MK0891'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0891'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0891'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST
 MK0891'ALONG A GRAVELED ROAD, AT THE FARM HOME OF TOM LORENO, 80 FEET
 MK0891'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 71 FEET WEST
 MK0891'OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 61 FEET
 MK0891'SOUTH OF THE WEST END OF A 36 INCH PIPE CULVERT, 45 FEET SOUTH OF
 MK0891'A 48 INCH COTTONWOOD TREE, 20 FEET WEST OF THE CENTER LINE OF A
 MK0891'PRIVATE DRIVEWAY, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 MK0891'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK0891'ABOVE THE GROUND.
 MK0891
 MK0891                          STATION RECOVERY (1968)
 MK0891
 MK0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0891'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1259 ***********************************************************************
 MK1259  DESIGNATION -  C 331
 MK1259  PID         -  MK1259
 MK1259  STATE/COUNTY-  NE/COLFAX
 MK1259  COUNTRY     -  US
 MK1259  USGS QUAD   -  SCHUYLER (2017)
 MK1259
 MK1259                         *CURRENT SURVEY CONTROL
 MK1259  ______________________________________________________________________
 MK1259* NAD 83(1986) POSITION- 41 26 55.     (N) 097 04 43.     (W)   SCALED
 MK1259* NAVD 88 ORTHO HEIGHT -   413.765 (meters)     1357.49  (feet) ADJUSTED
 MK1259  ______________________________________________________________________
 MK1259  GEOID HEIGHT    -        -25.727 (meters)                     GEOID18
 MK1259  DYNAMIC HEIGHT  -        413.586 (meters)     1356.91  (feet) COMP
 MK1259  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 MK1259
 MK1259  VERT ORDER      -  SECOND    CLASS 0
 MK1259
 MK1259.The horizontal coordinates were scaled from a map and have
 MK1259.an estimated accuracy of +/- 6 seconds.
 MK1259
 MK1259.The orthometric height was determined by differential leveling and
 MK1259.adjusted by the NATIONAL GEODETIC SURVEY
 MK1259.in June 1991.
 MK1259
 MK1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1259.GEOID18 height accuracy estimate available here.
 MK1259
 MK1259.Click photographs - Photos may exist for this station.
 MK1259
 MK1259.The dynamic height is computed by dividing the NAVD 88
 MK1259.geopotential number by the normal gravity value computed on the
 MK1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1259.degrees latitude (g = 980.6199 gals.).
 MK1259
 MK1259.The modeled gravity was interpolated from observed gravity values.
 MK1259
 MK1259;                    North         East    Units  Estimated Accuracy
 MK1259;SPC NE       -   183,460.      743,990.      MT  (+/- 180 meters Scaled)
 MK1259
 MK1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL604903(NAD 83)
 MK1259
 MK1259                          SUPERSEDED SURVEY CONTROL
 MK1259
 MK1259  NGVD 29 (??/??/92)  413.596  (m)         1356.94   (f) ADJ UNCH    2 0
 MK1259
 MK1259.Superseded values are not recommended for survey control.
 MK1259
 MK1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1259.See file dsdata.pdf to determine how the superseded data were derived.
 MK1259
 MK1259_MARKER: DB = BENCH MARK DISK
 MK1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1259_STAMPING: C 331 1950
 MK1259_MARK LOGO: CGS
 MK1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1259+STABILITY: SURFACE MOTION
 MK1259
 MK1259  HISTORY     - Date     Condition        Report By
 MK1259  HISTORY     - 1950     MONUMENTED       CGS
 MK1259  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1259
 MK1259                          STATION DESCRIPTION
 MK1259
 MK1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1259'1.2 MI W FROM SCHUYLER.
 MK1259'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1259'AT SCHUYLER, AT A ROAD CROSSING, ABOUT 250 FEET NORTHWEST OF AN
 MK1259'ALFALFA DEHYDRATING PLANT, 3 POLES EAST OF MILEPOST 70, 53 FEET
 MK1259'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.6 FEET NORTH
 MK1259'OF THE NORTH RAIL OF THE NORTH TRACK, 20.0 FEET EAST OF A FENCE
 MK1259'CORNER, 13.0 FEET NORTH OF A TELEGRAPH POLE, 1.3 FEET SOUTH OF A
 MK1259'RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A REFERENCE POST, AND SET
 MK1259'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MK1259'GROUND.
 MK1259
 MK1259                          STATION RECOVERY (1966)
 MK1259
 MK1259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0973 ***********************************************************************
 ML0973  DESIGNATION -  C 332
 ML0973  PID         -  ML0973
 ML0973  STATE/COUNTY-  NE/CUSTER
 ML0973  COUNTRY     -  US
 ML0973  USGS QUAD   -  ANSELMO NE (2017)
 ML0973
 ML0973                         *CURRENT SURVEY CONTROL
 ML0973  ______________________________________________________________________
 ML0973* NAD 83(1986) POSITION- 41 41 40.     (N) 099 46 18.     (W)   SCALED
 ML0973* NAVD 88 ORTHO HEIGHT -   774.060 (meters)     2539.56  (feet) ADJUSTED
 ML0973  ______________________________________________________________________
 ML0973  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 ML0973  DYNAMIC HEIGHT  -        773.663 (meters)     2538.26  (feet) COMP
 ML0973  MODELED GRAVITY -    980,084.2   (mgal)                       NAVD 88
 ML0973
 ML0973  VERT ORDER      -  SECOND    CLASS 0
 ML0973
 ML0973.The horizontal coordinates were scaled from a map and have
 ML0973.an estimated accuracy of +/- 6 seconds.
 ML0973
 ML0973.The orthometric height was determined by differential leveling and
 ML0973.adjusted by the NATIONAL GEODETIC SURVEY
 ML0973.in June 1991.
 ML0973
 ML0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0973.GEOID18 height accuracy estimate available here.
 ML0973
 ML0973.Click photographs - Photos may exist for this station.
 ML0973
 ML0973.The dynamic height is computed by dividing the NAVD 88
 ML0973.geopotential number by the normal gravity value computed on the
 ML0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0973.degrees latitude (g = 980.6199 gals.).
 ML0973
 ML0973.The modeled gravity was interpolated from observed gravity values.
 ML0973
 ML0973;                    North         East    Units  Estimated Accuracy
 ML0973;SPC NE       -   206,660.      519,000.      MT  (+/- 180 meters Scaled)
 ML0973
 ML0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM357161(NAD 83)
 ML0973
 ML0973                          SUPERSEDED SURVEY CONTROL
 ML0973
 ML0973  NGVD 29 (??/??/92)  773.773  (m)         2538.62   (f) ADJ UNCH    2 0
 ML0973
 ML0973.Superseded values are not recommended for survey control.
 ML0973
 ML0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0973.See file dsdata.pdf to determine how the superseded data were derived.
 ML0973
 ML0973_MARKER: DB = BENCH MARK DISK
 ML0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0973_STAMPING: C 332 1950
 ML0973_MARK LOGO: CGS
 ML0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0973+STABILITY: SURFACE MOTION
 ML0973
 ML0973  HISTORY     - Date     Condition        Report By
 ML0973  HISTORY     - 1950     MONUMENTED       CGS
 ML0973  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0973
 ML0973                          STATION DESCRIPTION
 ML0973
 ML0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0973'3.6 MI SW FROM MILBURN.
 ML0973'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0973'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0973'1.5 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, ON THE
 ML0973'SOUTHWEST SLOPE OF A HILL, 0.2 MILE NORTHEAST OF A JUNCTION
 ML0973'WITH A DIRT ROAD LEADING WEST, 24 FEET EAST OF THE CENTER LINE
 ML0973'OF THE ROAD, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET
 ML0973'NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET
 ML0973'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0973'GROUND.
 ML0973
 ML0973                          STATION RECOVERY (1984)
 ML0973
 ML0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0973'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0177 ***********************************************************************
 ML0177  DESIGNATION -  C 333
 ML0177  PID         -  ML0177
 ML0177  STATE/COUNTY-  NE/MERRICK
 ML0177  COUNTRY     -  US
 ML0177  USGS QUAD   -  HORD (2017)
 ML0177
 ML0177                         *CURRENT SURVEY CONTROL
 ML0177  ______________________________________________________________________
 ML0177* NAD 83(1986) POSITION- 41 08 00.     (N) 098 00 18.     (W)   SCALED
 ML0177* NAVD 88 ORTHO HEIGHT -   517.690 (meters)     1698.45  (feet) ADJUSTED
 ML0177  ______________________________________________________________________
 ML0177  GEOID HEIGHT    -        -25.236 (meters)                     GEOID18
 ML0177  DYNAMIC HEIGHT  -        517.435 (meters)     1697.62  (feet) COMP
 ML0177  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 ML0177
 ML0177  VERT ORDER      -  SECOND    CLASS 0
 ML0177
 ML0177.The horizontal coordinates were scaled from a map and have
 ML0177.an estimated accuracy of +/- 6 seconds.
 ML0177
 ML0177.The orthometric height was determined by differential leveling and
 ML0177.adjusted by the NATIONAL GEODETIC SURVEY
 ML0177.in June 1991.
 ML0177
 ML0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0177.GEOID18 height accuracy estimate available here.
 ML0177
 ML0177.Click photographs - Photos may exist for this station.
 ML0177
 ML0177.The dynamic height is computed by dividing the NAVD 88
 ML0177.geopotential number by the normal gravity value computed on the
 ML0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0177.degrees latitude (g = 980.6199 gals.).
 ML0177
 ML0177.The modeled gravity was interpolated from observed gravity values.
 ML0177
 ML0177;                    North         East    Units  Estimated Accuracy
 ML0177;SPC NE       -   146,270.      667,440.      MT  (+/- 180 meters Scaled)
 ML0177
 ML0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL835540(NAD 83)
 ML0177
 ML0177                          SUPERSEDED SURVEY CONTROL
 ML0177
 ML0177  NGVD 29 (??/??/92)  517.463  (m)         1697.71   (f) ADJ UNCH    2 0
 ML0177
 ML0177.Superseded values are not recommended for survey control.
 ML0177
 ML0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0177.See file dsdata.pdf to determine how the superseded data were derived.
 ML0177
 ML0177_MARKER: DB = BENCH MARK DISK
 ML0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0177_STAMPING: C 333 1950
 ML0177_MARK LOGO: CGS
 ML0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0177+STABILITY: SURFACE MOTION
 ML0177
 ML0177  HISTORY     - Date     Condition        Report By
 ML0177  HISTORY     - 1950     MONUMENTED       CGS
 ML0177  HISTORY     - 1950     GOOD             CGS
 ML0177
 ML0177                          STATION DESCRIPTION
 ML0177
 ML0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0177'1.5 MI NW FROM CENTRAL CITY.
 ML0177'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0177'AT CENTRAL CITY, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0177'THENCE 0.2 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0177'RAILROAD, AT A PRIVATE ROAD CROSSING, 225 FEET NORTH OF THE
 ML0177'CENTER LINE OF A DIRT ROAD LEADING WEST ALONG THE NORTH EDGE
 ML0177'OF A GROVE OF TREES, 45 FEET SOUTH OF THE SOUTH RAIL, 58 FEET
 ML0177'SOUTHEAST OF A TELEPHONE POLE, 35 FEET EAST OF THE EXTENDED
 ML0177'CENTER LINE OF A PRIVATE ROAD, 2 FEET NORTH OF A FENCE, 1.3 FEET
 ML0177'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0177'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0121 ***********************************************************************
 LH0121  DESIGNATION -  C 337 RESET
 LH0121  PID         -  LH0121
 LH0121  STATE/COUNTY-  NE/HAMILTON
 LH0121  COUNTRY     -  US
 LH0121  USGS QUAD   -  GILTNER (2017)
 LH0121
 LH0121                         *CURRENT SURVEY CONTROL
 LH0121  ______________________________________________________________________
 LH0121* NAD 83(1986) POSITION- 40 46 14.     (N) 098 11 29.     (W)   SCALED
 LH0121* NAVD 88 ORTHO HEIGHT -   560.11  (meters)     1837.6   (feet) RESET
 LH0121  ______________________________________________________________________
 LH0121  GEOID HEIGHT    -        -25.389 (meters)                     GEOID18
 LH0121  VERT ORDER      -  THIRD
 LH0121
 LH0121.The horizontal coordinates were scaled from a map and have
 LH0121.an estimated accuracy of +/- 6 seconds.
 LH0121
 LH0121.The orthometric height was computed from unverified reset data.
 LH0121
 LH0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0121.GEOID18 height accuracy estimate available here.
 LH0121
 LH0121.Click photographs - Photos may exist for this station.
 LH0121
 LH0121;                    North         East    Units  Estimated Accuracy
 LH0121;SPC NE       -   105,660.      652,640.      MT  (+/- 180 meters Scaled)
 LH0121
 LH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL682136(NAD 83)
 LH0121
 LH0121                          SUPERSEDED SURVEY CONTROL
 LH0121
 LH0121.No superseded survey control is available for this station.
 LH0121
 LH0121_MARKER: DB = BENCH MARK DISK
 LH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0121_STAMPING: C 337 RESET 1971
 LH0121_MARK LOGO: CGS
 LH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0121+STABILITY: SURFACE MOTION
 LH0121
 LH0121  HISTORY     - Date     Condition        Report By
 LH0121  HISTORY     - 1971     MONUMENTED       NGS
 LH0121
 LH0121                          STATION DESCRIPTION
 LH0121
 LH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0121'9.3 MI E FROM DONIPHAN.
 LH0121'ABOUT 1.5 MILES EAST ALONG OLD U.S. HIGHWAYS 281 AND 34 FROM
 LH0121'THE UNION PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 7.8 MILES
 LH0121'EAST ALONG A SURFACED AND GRAVELED ROAD, 0.1 MILE EAST OF A
 LH0121'LARGE WHITE FARMHOUSE WHICH IS ON TOP OF A HILL AND ON THE NORTH
 LH0121'SIDE OF ROAD, 50 FEET NORTH OF THE CENTER OF ROAD, 200 FEET
 LH0121'EAST OF A CULVERT, 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 LH0121'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LH0121'SEC 2, T 9 N, R 8 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1440 ***********************************************************************
 AI1440  DESIGNATION -  C 338 RESET
 AI1440  PID         -  AI1440
 AI1440  STATE/COUNTY-  NE/HAMILTON
 AI1440  COUNTRY     -  US
 AI1440  USGS QUAD   -  AURORA WEST (2017)
 AI1440
 AI1440                         *CURRENT SURVEY CONTROL
 AI1440  ______________________________________________________________________
 AI1440* NAD 83(1986) POSITION- 40 52 19.7    (N) 098 04 20.9    (W)   HD_HELD2
 AI1440* NAVD 88 ORTHO HEIGHT -   567.08  (meters)     1860.5   (feet) RESET
 AI1440  ______________________________________________________________________
 AI1440  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 AI1440  VERT ORDER      -  THIRD
 AI1440
 AI1440.The horizontal coordinates were established by autonomous hand held GPS
 AI1440.observations and have an estimated accuracy of +/- 10 meters.
 AI1440
 AI1440.The orthometric height was computed from unverified reset data.
 AI1440
 AI1440.No vertical observational check was made to the station.
 AI1440
 AI1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1440.GEOID18 height accuracy estimate available here.
 AI1440
 AI1440.Click photographs - Photos may exist for this station.
 AI1440
 AI1440;                    North         East    Units  Estimated Accuracy
 AI1440;SPC NE       -   117,146.      662,427.      MT  (+/- 10 meters HH2 GPS)
 AI1440
 AI1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7815724977(NAD 83)
 AI1440
 AI1440                          SUPERSEDED SURVEY CONTROL
 AI1440
 AI1440.No superseded survey control is available for this station.
 AI1440
 AI1440_MARKER: DV = VERTICAL CONTROL DISK
 AI1440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1440_SP_SET: BRIDGE CURBGUARD
 AI1440_STAMPING: C 338 RESET 1997
 AI1440_MARK LOGO: NGS
 AI1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1440+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1440
 AI1440  HISTORY     - Date     Condition        Report By
 AI1440  HISTORY     - 1997     MONUMENTED       NEDR
 AI1440  HISTORY     - 20090514 GOOD             GEOCAC
 AI1440
 AI1440                          STATION DESCRIPTION
 AI1440
 AI1440'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AI1440'TO REACH FROM THE BURLINGTON NORTHERN RAILROAD STATION, IN AURORA, GO
 AI1440'3.8 MI (6.1 KM) WEST ALONG THE TRACKS TO THE BENCH MARK SET INTO THE
 AI1440'CONCRETE RAIL OF THE NEW U.S.  HIGHWAY 34 BRIDGE OVER THE TRACKS, AT
 AI1440'HIGHWAY MILE POST 241+90, 11.17 M (36.65 FT) WEST OF THE NORTHWEST
 AI1440'CORNER OF THE BRIDGE AND 6.85 M (22.47 FT) NORTH OF THE CENTERLINE OF
 AI1440'THE BRIDGE.
 AI1440
 AI1440                          STATION RECOVERY (2009)
 AI1440
 AI1440'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 AI1440'THE STATION IS ABOUT 32 FEET EAST OF THE EAST END OF A METAL
 AI1440'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0875 ***********************************************************************
 MK0875  DESIGNATION -  C 340 RESET
 MK0875  PID         -  MK0875
 MK0875  STATE/COUNTY-  NE/DODGE
 MK0875  COUNTRY     -  US
 MK0875  USGS QUAD   -  MALMO NW (2017)
 MK0875
 MK0875                         *CURRENT SURVEY CONTROL
 MK0875  ______________________________________________________________________
 MK0875* NAD 83(1986) POSITION- 41 27 24.     (N) 096 41 36.     (W)   SCALED
 MK0875* NAVD 88 ORTHO HEIGHT -   380.35  (meters)     1247.9   (feet) RESET
 MK0875  ______________________________________________________________________
 MK0875  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 MK0875  VERT ORDER      -  THIRD
 MK0875
 MK0875.The horizontal coordinates were scaled from a map and have
 MK0875.an estimated accuracy of +/- 6 seconds.
 MK0875
 MK0875.The orthometric height was computed from unverified reset data.
 MK0875
 MK0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0875.GEOID18 height accuracy estimate available here.
 MK0875
 MK0875.Click photographs - Photos may exist for this station.
 MK0875
 MK0875;                    North         East    Units  Estimated Accuracy
 MK0875;SPC NE       -   185,510.      776,120.      MT  (+/- 180 meters Scaled)
 MK0875
 MK0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL926920(NAD 83)
 MK0875
 MK0875                          SUPERSEDED SURVEY CONTROL
 MK0875
 MK0875  NGVD 29 (??/??/??)  380.21   (m)         1247.4    (f) RESET       3  
 MK0875
 MK0875.Superseded values are not recommended for survey control.
 MK0875
 MK0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0875.See file dsdata.pdf to determine how the superseded data were derived.
 MK0875
 MK0875_MARKER: DB = BENCH MARK DISK
 MK0875_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0875_SP_SET: CULVERT HEADWALL
 MK0875_STAMPING: C 340 RESET 1963
 MK0875_MARK LOGO: CGS
 MK0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0875+STABILITY: SURFACE MOTION
 MK0875
 MK0875  HISTORY     - Date     Condition        Report By
 MK0875  HISTORY     - 1963     MONUMENTED       NEDR
 MK0875  HISTORY     - 1967     GOOD             CGS
 MK0875
 MK0875                          STATION DESCRIPTION
 MK0875
 MK0875'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0875'3.5 MI W FROM AMES.
 MK0875'3.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0875'CO-OP ELEVATOR AT AMES, THENCE 0.1 MILE NORTH ALONG A GRAVEL
 MK0875'ROAD, 300 FEET SOUTHWEST OF A FARMHOUSE, AT THE JUNCTION OF U.S.
 MK0875'HIGHWAY 30, 72 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 MK0875'39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A TWIN
 MK0875'CORRUGATED METAL PIPE CULVERT, AND SET IN THE TOP OF THE NORTHWEST
 MK0875'HEADWALL.
 MK0875
 MK0875                          STATION RECOVERY (1967)
 MK0875
 MK0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0317 ***********************************************************************
 NP0317  DESIGNATION -  C 341
 NP0317  PID         -  NP0317
 NP0317  STATE/COUNTY-  NE/DAWES
 NP0317  COUNTRY     -  US
 NP0317  USGS QUAD   -  CRAWFORD (2017)
 NP0317
 NP0317                         *CURRENT SURVEY CONTROL
 NP0317  ______________________________________________________________________
 NP0317* NAD 83(1986) POSITION- 42 40 02.     (N) 103 27 08.     (W)   SCALED
 NP0317* NAVD 88 ORTHO HEIGHT -  1143.782 (meters)     3752.56  (feet) ADJUSTED
 NP0317  ______________________________________________________________________
 NP0317  GEOID HEIGHT    -        -17.452 (meters)                     GEOID18
 NP0317  DYNAMIC HEIGHT  -       1143.167 (meters)     3750.54  (feet) COMP
 NP0317  MODELED GRAVITY -    980,043.7   (mgal)                       NAVD 88
 NP0317
 NP0317  VERT ORDER      -  FIRST     CLASS II
 NP0317
 NP0317.The horizontal coordinates were scaled from a map and have
 NP0317.an estimated accuracy of +/- 6 seconds.
 NP0317
 NP0317.The orthometric height was determined by differential leveling and
 NP0317.adjusted by the NATIONAL GEODETIC SURVEY
 NP0317.in June 1991.
 NP0317
 NP0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0317.GEOID18 height accuracy estimate available here.
 NP0317
 NP0317.Click photographs - Photos may exist for this station.
 NP0317
 NP0317.The dynamic height is computed by dividing the NAVD 88
 NP0317.geopotential number by the normal gravity value computed on the
 NP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0317.degrees latitude (g = 980.6199 gals.).
 NP0317
 NP0317.The modeled gravity was interpolated from observed gravity values.
 NP0317
 NP0317;                    North         East    Units  Estimated Accuracy
 NP0317;SPC NE       -   320,300.      217,100.      MT  (+/- 180 meters Scaled)
 NP0317
 NP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH268250(NAD 83)
 NP0317
 NP0317                          SUPERSEDED SURVEY CONTROL
 NP0317
 NP0317  NGVD 29 (??/??/92) 1143.194  (m)         3750.63   (f) ADJ UNCH    1 2
 NP0317
 NP0317.Superseded values are not recommended for survey control.
 NP0317
 NP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0317.See file dsdata.pdf to determine how the superseded data were derived.
 NP0317
 NP0317_MARKER: DB = BENCH MARK DISK
 NP0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0317_STAMPING: C 341 1954
 NP0317_MARK LOGO: CGS
 NP0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0317+STABILITY: SURFACE MOTION
 NP0317
 NP0317  HISTORY     - Date     Condition        Report By
 NP0317  HISTORY     - 1954     MONUMENTED       CGS
 NP0317  HISTORY     - 1985     GOOD             NGS
 NP0317
 NP0317                          STATION DESCRIPTION
 NP0317
 NP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0317'2.5 MI SW FROM CRAWFORD.
 NP0317'2.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0317'FROM THE STATION AT CRAWFORD, 107 FEET NORTHWEST OF THE NORTHWEST
 NP0317'CORNER OF A LONG SHEET MIETAL HAY SHED, 113 FEET NORTHEAST OF
 NP0317'MILEPOST 435, 43 SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET
 NP0317'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 21 FEET NORTHWEST
 NP0317'OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 NP0317'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0317
 NP0317                          STATION RECOVERY (1985)
 NP0317
 NP0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0317'RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION IS ADEQUATE EXCEPT
 NP0317'THAT THE HAY SHED REFERRED TO THEREIN NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0121 ***********************************************************************
 NP0121  DESIGNATION -  C 342
 NP0121  PID         -  NP0121
 NP0121  STATE/COUNTY-  NE/BOX BUTTE
 NP0121  COUNTRY     -  US
 NP0121  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0121
 NP0121                         *CURRENT SURVEY CONTROL
 NP0121  ______________________________________________________________________
 NP0121* NAD 83(1986) POSITION- 42 02 05.     (N) 102 55 24.     (W)   SCALED
 NP0121* NAVD 88 ORTHO HEIGHT -  1217.075 (meters)     3993.02  (feet) ADJUSTED
 NP0121  ______________________________________________________________________
 NP0121  GEOID HEIGHT    -        -18.815 (meters)                     GEOID18
 NP0121  DYNAMIC HEIGHT  -       1216.346 (meters)     3990.63  (feet) COMP
 NP0121  MODELED GRAVITY -    979,981.4   (mgal)                       NAVD 88
 NP0121
 NP0121  VERT ORDER      -  FIRST     CLASS II
 NP0121
 NP0121.The horizontal coordinates were scaled from a map and have
 NP0121.an estimated accuracy of +/- 6 seconds.
 NP0121
 NP0121.The orthometric height was determined by differential leveling and
 NP0121.adjusted by the NATIONAL GEODETIC SURVEY
 NP0121.in June 1991.
 NP0121
 NP0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0121.GEOID18 height accuracy estimate available here.
 NP0121
 NP0121.Click photographs - Photos may exist for this station.
 NP0121
 NP0121.The dynamic height is computed by dividing the NAVD 88
 NP0121.geopotential number by the normal gravity value computed on the
 NP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0121.degrees latitude (g = 980.6199 gals.).
 NP0121
 NP0121.The modeled gravity was interpolated from observed gravity values.
 NP0121
 NP0121;                    North         East    Units  Estimated Accuracy
 NP0121;SPC NE       -   248,500.      258,050.      MT  (+/- 180 meters Scaled)
 NP0121
 NP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG718557(NAD 83)
 NP0121
 NP0121                          SUPERSEDED SURVEY CONTROL
 NP0121
 NP0121  NGVD 29 (??/??/92) 1216.480  (m)         3991.07   (f) ADJ UNCH    1 2
 NP0121
 NP0121.Superseded values are not recommended for survey control.
 NP0121
 NP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0121.See file dsdata.pdf to determine how the superseded data were derived.
 NP0121
 NP0121_MARKER: DB = BENCH MARK DISK
 NP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0121_STAMPING: C 342 1956
 NP0121_MARK LOGO: CGS
 NP0121_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0121+STABILITY: SURFACE MOTION
 NP0121
 NP0121  HISTORY     - Date     Condition        Report By
 NP0121  HISTORY     - 1956     MONUMENTED       CGS
 NP0121  HISTORY     - 1985     GOOD             NGS
 NP0121
 NP0121                          STATION DESCRIPTION
 NP0121
 NP0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0121'5.2 MI SW FROM ALLIANCE.
 NP0121'5.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0121'RAILROAD FROM THE STATION AT ALLIANCE, 7 POLES SOUTH OF MILEPOST
 NP0121'5, 31 FEET WEST OF THE WEST RAIL, 50 FEET EAST OF THE CENTER
 NP0121'LINE OF STATE HIGHWAY 19, 14 FEET EAST OF A TELEPHONE POLE, 2
 NP0121'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0121'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NP0121'1/4 OF SECTION 19, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0121
 NP0121                          STATION RECOVERY (1985)
 NP0121
 NP0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0121'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.37 KM (5.2
 NP0121'FT) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 NP0121'AT ALLIANCE, 9.42 METERS (30.9 FT) NORTHWEST OF THE NORTHWEST RAIL,
 NP0121'36.28 METERS (119 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2,
 NP0121'10.67 METERS (35 FT) EAST-NORTHEAST OF A RIGHT OF WAY MARKER AND 0.4
 NP0121'METER (1.4 FT) NORTHEAST OF A WOODEN WITNESS POST.
 NP0121'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 NP0121'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0360 ***********************************************************************
 NP0360  DESIGNATION -  C 343
 NP0360  PID         -  NP0360
 NP0360  STATE/COUNTY-  NE/BOX BUTTE
 NP0360  COUNTRY     -  US
 NP0360  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0360
 NP0360                         *CURRENT SURVEY CONTROL
 NP0360  ______________________________________________________________________
 NP0360* NAD 83(1986) POSITION- 42 25 20.     (N) 103 14 43.     (W)   SCALED
 NP0360* NAVD 88 ORTHO HEIGHT -  1298.141 (meters)     4258.98  (feet) ADJUSTED
 NP0360  ______________________________________________________________________
 NP0360  GEOID HEIGHT    -        -18.138 (meters)                     GEOID18
 NP0360  DYNAMIC HEIGHT  -       1297.366 (meters)     4256.44  (feet) COMP
 NP0360  MODELED GRAVITY -    979,979.5   (mgal)                       NAVD 88
 NP0360
 NP0360  VERT ORDER      -  FIRST     CLASS II
 NP0360
 NP0360.The horizontal coordinates were scaled from a map and have
 NP0360.an estimated accuracy of +/- 6 seconds.
 NP0360
 NP0360.The orthometric height was determined by differential leveling and
 NP0360.adjusted by the NATIONAL GEODETIC SURVEY
 NP0360.in June 1991.
 NP0360
 NP0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0360.GEOID18 height accuracy estimate available here.
 NP0360
 NP0360.Click photographs - Photos may exist for this station.
 NP0360
 NP0360.The dynamic height is computed by dividing the NAVD 88
 NP0360.geopotential number by the normal gravity value computed on the
 NP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0360.degrees latitude (g = 980.6199 gals.).
 NP0360
 NP0360.The modeled gravity was interpolated from observed gravity values.
 NP0360
 NP0360;                    North         East    Units  Estimated Accuracy
 NP0360;SPC NE       -   292,460.      233,030.      MT  (+/- 180 meters Scaled)
 NP0360
 NP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG443981(NAD 83)
 NP0360
 NP0360                          SUPERSEDED SURVEY CONTROL
 NP0360
 NP0360  NGVD 29 (??/??/92) 1297.466  (m)         4256.77   (f) ADJ UNCH    1 2
 NP0360
 NP0360.Superseded values are not recommended for survey control.
 NP0360
 NP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0360.See file dsdata.pdf to determine how the superseded data were derived.
 NP0360
 NP0360_MARKER: DB = BENCH MARK DISK
 NP0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0360_STAMPING: C 343 1956
 NP0360_MARK LOGO: CGS
 NP0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0360+STABILITY: SURFACE MOTION
 NP0360
 NP0360  HISTORY     - Date     Condition        Report By
 NP0360  HISTORY     - 1956     MONUMENTED       CGS
 NP0360  HISTORY     - 1985     GOOD             NGS
 NP0360
 NP0360                          STATION DESCRIPTION
 NP0360
 NP0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0360'4.6 MI E FROM MARSLAND.
 NP0360'4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0360'FROM THE STATION SIGN AT MARSLAND, 44.7 FEET NORTH OF THE NORTH
 NP0360'RAIL, 11.9 FEET EAST OF THE 2ND POLE WEST OF MILEPOST 396,
 NP0360'6 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET
 NP0360'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 NP0360'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 28
 NP0360'NORTH, RANGE 51 WEST.
 NP0360
 NP0360                          STATION RECOVERY (1985)
 NP0360
 NP0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0360'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0360'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 7.24 KM
 NP0360'(4.5 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD AND 7.5
 NP0360'METERS (24.6 FT) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0394 ***********************************************************************
 NP0394  DESIGNATION -  C 344
 NP0394  PID         -  NP0394
 NP0394  STATE/COUNTY-  NE/BOX BUTTE
 NP0394  COUNTRY     -  US
 NP0394  USGS QUAD   -  NONPAREIL (2017)
 NP0394
 NP0394                         *CURRENT SURVEY CONTROL
 NP0394  ______________________________________________________________________
 NP0394* NAD 83(1986) POSITION- 42 19 17.     (N) 103 12 35.     (W)   SCALED
 NP0394* NAVD 88 ORTHO HEIGHT -  1342.934 (meters)     4405.94  (feet) POSTED
 NP0394  ______________________________________________________________________
 NP0394  GEOID HEIGHT    -        -18.235 (meters)                     GEOID18
 NP0394  DYNAMIC HEIGHT  -       1342.12  (meters)     4403.3   (feet) COMP
 NP0394  MODELED GRAVITY -    979,969.3   (mgal)                       NAVD 88
 NP0394
 NP0394  VERT ORDER      -  * POSTED, SEE BELOW
 NP0394
 NP0394.The horizontal coordinates were scaled from a map and have
 NP0394.an estimated accuracy of +/- 6 seconds.
 NP0394
 NP0394.The orthometric height was determined by differential leveling
 NP0394.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0394
 NP0394.* This is a POSTED BENCH MARK height.
 NP0394
 NP0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0394.GEOID18 height accuracy estimate available here.
 NP0394
 NP0394.Click photographs - Photos may exist for this station.
 NP0394
 NP0394.The dynamic height is computed by dividing the NAVD 88
 NP0394.geopotential number by the normal gravity value computed on the
 NP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0394.degrees latitude (g = 980.6199 gals.).
 NP0394
 NP0394.The modeled gravity was interpolated from observed gravity values.
 NP0394
 NP0394;                    North         East    Units  Estimated Accuracy
 NP0394;SPC NE       -   281,160.      235,540.      MT  (+/- 180 meters Scaled)
 NP0394
 NP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG475870(NAD 83)
 NP0394
 NP0394                          SUPERSEDED SURVEY CONTROL
 NP0394
 NP0394  NGVD 29 (??/??/92) 1342.271  (m)         4403.77   (f) ADJ UNCH    2 0
 NP0394
 NP0394.Superseded values are not recommended for survey control.
 NP0394
 NP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0394.See file dsdata.pdf to determine how the superseded data were derived.
 NP0394
 NP0394_MARKER: DB = BENCH MARK DISK
 NP0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0394_STAMPING: C 344 1956
 NP0394_MARK LOGO: CGS
 NP0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0394+STABILITY: SURFACE MOTION
 NP0394
 NP0394  HISTORY     - Date     Condition        Report By
 NP0394  HISTORY     - 1956     MONUMENTED       CGS
 NP0394
 NP0394                          STATION DESCRIPTION
 NP0394
 NP0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0394'7 MI W FROM HEMINGFORD.
 NP0394'7.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0394'AT HEMINGFORD, AT THE EAST END OF A GROVE OF TREES, 66 FEET SOUTH
 NP0394'OF THE CENTER LINE OF THE HIGHWAY, 37 FEET WEST OF THE CENTER
 NP0394'LINE OF A NORTH AND SOUTH TRACK ROAD, 24.7 FEET SOUTH OF A POWER
 NP0394'POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0394'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NP0394'1/4 OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 51 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0169 ***********************************************************************
 MN0169  DESIGNATION -  C 345
 MN0169  PID         -  MN0169
 MN0169  STATE/COUNTY-  NE/MORRILL
 MN0169  COUNTRY     -  US
 MN0169  USGS QUAD   -  ANGORA NE (2017)
 MN0169
 MN0169                         *CURRENT SURVEY CONTROL
 MN0169  ______________________________________________________________________
 MN0169* NAD 83(1986) POSITION- 41 56 14.     (N) 103 01 27.     (W)   SCALED
 MN0169* NAVD 88 ORTHO HEIGHT -  1270.259 (meters)     4167.51  (feet) ADJUSTED
 MN0169  ______________________________________________________________________
 MN0169  GEOID HEIGHT    -        -18.941 (meters)                     GEOID18
 MN0169  DYNAMIC HEIGHT  -       1269.475 (meters)     4164.94  (feet) COMP
 MN0169  MODELED GRAVITY -    979,961.1   (mgal)                       NAVD 88
 MN0169
 MN0169  VERT ORDER      -  FIRST     CLASS II
 MN0169
 MN0169.The horizontal coordinates were scaled from a map and have
 MN0169.an estimated accuracy of +/- 6 seconds.
 MN0169
 MN0169.The orthometric height was determined by differential leveling and
 MN0169.adjusted by the NATIONAL GEODETIC SURVEY
 MN0169.in June 1991.
 MN0169
 MN0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0169.GEOID18 height accuracy estimate available here.
 MN0169
 MN0169.Click photographs - Photos may exist for this station.
 MN0169
 MN0169.The dynamic height is computed by dividing the NAVD 88
 MN0169.geopotential number by the normal gravity value computed on the
 MN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0169.degrees latitude (g = 980.6199 gals.).
 MN0169
 MN0169.The modeled gravity was interpolated from observed gravity values.
 MN0169
 MN0169;                    North         East    Units  Estimated Accuracy
 MN0169;SPC NE       -   237,970.      249,330.      MT  (+/- 180 meters Scaled)
 MN0169
 MN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG637446(NAD 83)
 MN0169
 MN0169                          SUPERSEDED SURVEY CONTROL
 MN0169
 MN0169  NGVD 29 (??/??/92) 1269.635  (m)         4165.46   (f) ADJ UNCH    1 2
 MN0169
 MN0169.Superseded values are not recommended for survey control.
 MN0169
 MN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0169.See file dsdata.pdf to determine how the superseded data were derived.
 MN0169
 MN0169_MARKER: DB = BENCH MARK DISK
 MN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0169_STAMPING: C 345 1956
 MN0169_MARK LOGO: CGS
 MN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0169+STABILITY: SURFACE MOTION
 MN0169
 MN0169  HISTORY     - Date     Condition        Report By
 MN0169  HISTORY     - 1956     MONUMENTED       CGS
 MN0169  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0169
 MN0169                          STATION DESCRIPTION
 MN0169
 MN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0169'8 MI NE FROM ANGORA.
 MN0169'8.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0169'RAILROAD FROM THE STATION AT ANGORA, 7 1/2 POLES NORTHEAST OF
 MN0169'MILEPOST 14, AT A PRIVATE ROAD CROSSING, 68 FEET SOUTHEAST OF THE
 MN0169'SOUTHEAST RAIL OF THE MAIN TRACK, 16 FEET NORTHEAST OF THE CENTER
 MN0169'LINE OF A PRIVATE ROAD, 9 FEET NORTHEAST OF THE NORTHEAST END OF A
 MN0169'CATTLE GUARD, 1.8 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 MN0169'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MN0169'0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 29,
 MN0169'TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0169
 MN0169                          STATION RECOVERY (1985)
 MN0169
 MN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0169'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN
 MN0169'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1702 ***********************************************************************
 MK1702  DESIGNATION -  C 346
 MK1702  PID         -  MK1702
 MK1702  STATE/COUNTY-  NE/PLATTE
 MK1702  COUNTRY     -  US
 MK1702  USGS QUAD   -  TARNOV (2017)
 MK1702
 MK1702                         *CURRENT SURVEY CONTROL
 MK1702  ______________________________________________________________________
 MK1702* NAD 83(1986) POSITION- 41 32 26.     (N) 097 32 24.     (W)   SCALED
 MK1702* NAVD 88 ORTHO HEIGHT -   472.443 (meters)     1550.01  (feet) ADJUSTED
 MK1702  ______________________________________________________________________
 MK1702  GEOID HEIGHT    -        -25.059 (meters)                     GEOID18
 MK1702  DYNAMIC HEIGHT  -        472.234 (meters)     1549.32  (feet) COMP
 MK1702  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 MK1702
 MK1702  VERT ORDER      -  SECOND    CLASS 0
 MK1702
 MK1702.The horizontal coordinates were scaled from a map and have
 MK1702.an estimated accuracy of +/- 6 seconds.
 MK1702
 MK1702.The orthometric height was determined by differential leveling and
 MK1702.adjusted by the NATIONAL GEODETIC SURVEY
 MK1702.in June 1991.
 MK1702
 MK1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1702.GEOID18 height accuracy estimate available here.
 MK1702
 MK1702.Click photographs - Photos may exist for this station.
 MK1702
 MK1702.The dynamic height is computed by dividing the NAVD 88
 MK1702.geopotential number by the normal gravity value computed on the
 MK1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1702.degrees latitude (g = 980.6199 gals.).
 MK1702
 MK1702.The modeled gravity was interpolated from observed gravity values.
 MK1702
 MK1702;                    North         East    Units  Estimated Accuracy
 MK1702;SPC NE       -   192,460.      705,180.      MT  (+/- 180 meters Scaled)
 MK1702
 MK1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL217997(NAD 83)
 MK1702
 MK1702                          SUPERSEDED SURVEY CONTROL
 MK1702
 MK1702  NGVD 29 (??/??/92)  472.252  (m)         1549.38   (f) ADJ UNCH    2 0
 MK1702
 MK1702.Superseded values are not recommended for survey control.
 MK1702
 MK1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1702.See file dsdata.pdf to determine how the superseded data were derived.
 MK1702
 MK1702_MARKER: DB = BENCH MARK DISK
 MK1702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1702_SP_SET: BRIDGE
 MK1702_STAMPING: C 346 1957
 MK1702_MARK LOGO: CGS
 MK1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1702
 MK1702  HISTORY     - Date     Condition        Report By
 MK1702  HISTORY     - 1957     MONUMENTED       CGS
 MK1702  HISTORY     - 1989     GOOD             LOCSUR
 MK1702
 MK1702                          STATION DESCRIPTION
 MK1702
 MK1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1702'2.9 MI W FROM PLATTE CENTER.
 MK1702'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1702'STATION AT PLATTE CENTER, THENCE 2.7 MILES WEST ALONG A ROAD,
 MK1702'IN SECTION 10, T. 18 N., R. 2 W., 0.1 MILE EAST OF THE JUNCTION
 MK1702'OF A ROAD SOUTH, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MK1702'IN THE TOP OF THE EAST END OF THE NORTH GUARD RAIL OF A BRIDGE
 MK1702'OVER SHELL CREEK.
 MK1702
 MK1702                          STATION RECOVERY (1989)
 MK1702
 MK1702'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0192 ***********************************************************************
 NO0192  DESIGNATION -  C 347
 NO0192  PID         -  NO0192
 NO0192  STATE/COUNTY-  NE/CHERRY
 NO0192  COUNTRY     -  US
 NO0192  USGS QUAD   -  NENZEL (2017)
 NO0192
 NO0192                         *CURRENT SURVEY CONTROL
 NO0192  ______________________________________________________________________
 NO0192* NAD 83(1986) POSITION- 42 54 39.     (N) 101 03 12.     (W)   SCALED
 NO0192* NAVD 88 ORTHO HEIGHT -   955.682 (meters)     3135.43  (feet) ADJUSTED
 NO0192  ______________________________________________________________________
 NO0192  GEOID HEIGHT    -        -20.729 (meters)                     GEOID18
 NO0192  DYNAMIC HEIGHT  -        955.280 (meters)     3134.11  (feet) COMP
 NO0192  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 NO0192
 NO0192  VERT ORDER      -  FIRST     CLASS II
 NO0192
 NO0192.The horizontal coordinates were scaled from a map and have
 NO0192.an estimated accuracy of +/- 6 seconds.
 NO0192
 NO0192.The orthometric height was determined by differential leveling and
 NO0192.adjusted by the NATIONAL GEODETIC SURVEY
 NO0192.in June 1991.
 NO0192
 NO0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0192.GEOID18 height accuracy estimate available here.
 NO0192
 NO0192.Click photographs - Photos may exist for this station.
 NO0192
 NO0192.The dynamic height is computed by dividing the NAVD 88
 NO0192.geopotential number by the normal gravity value computed on the
 NO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0192.degrees latitude (g = 980.6199 gals.).
 NO0192
 NO0192.The modeled gravity was interpolated from observed gravity values.
 NO0192
 NO0192;                    North         East    Units  Estimated Accuracy
 NO0192;SPC NE       -   342,240.      413,990.      MT  (+/- 180 meters Scaled)
 NO0192
 NO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN323529(NAD 83)
 NO0192
 NO0192                          SUPERSEDED SURVEY CONTROL
 NO0192
 NO0192  NGVD 29 (??/??/92)  955.328  (m)         3134.27   (f) ADJ UNCH    1 2
 NO0192
 NO0192.Superseded values are not recommended for survey control.
 NO0192
 NO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0192.See file dsdata.pdf to determine how the superseded data were derived.
 NO0192
 NO0192_MARKER: DB = BENCH MARK DISK
 NO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0192_STAMPING: C 347 1957
 NO0192_MARK LOGO: CGS
 NO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0192+STABILITY: SURFACE MOTION
 NO0192
 NO0192  HISTORY     - Date     Condition        Report By
 NO0192  HISTORY     - 1957     MONUMENTED       CGS
 NO0192
 NO0192                          STATION DESCRIPTION
 NO0192
 NO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0192'6.2 MI W FROM KILGORE.
 NO0192'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0192'FROM THE STATION AT KILGORE, THENCE 0.85 MILE SOUTH ALONG A
 NO0192'DIRT ROAD, IN SECTION 23, T.34 N., R.32 W., 21 FEET WEST OF THE
 NO0192'CENTER LINE OF THE ROAD, 69 FEET NORTH OF A FENCE LINE WEST,
 NO0192'2 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 NO0192'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND IN THE TOP OF A
 NO0192'CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0214 ***********************************************************************
 NP0214  DESIGNATION -  C 348
 NP0214  PID         -  NP0214
 NP0214  STATE/COUNTY-  NE/DAWES
 NP0214  COUNTRY     -  US
 NP0214  USGS QUAD   -  HAY SPRINGS CREEK (2017)
 NP0214
 NP0214                         *CURRENT SURVEY CONTROL
 NP0214  ______________________________________________________________________
 NP0214* NAD 83(1986) POSITION- 42 43 54.     (N) 102 46 03.     (W)   SCALED
 NP0214* NAVD 88 ORTHO HEIGHT -  1166.597 (meters)     3827.41  (feet) ADJUSTED
 NP0214  ______________________________________________________________________
 NP0214  GEOID HEIGHT    -        -17.966 (meters)                     GEOID18
 NP0214  DYNAMIC HEIGHT  -       1165.997 (meters)     3825.44  (feet) COMP
 NP0214  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 NP0214
 NP0214  VERT ORDER      -  FIRST     CLASS II
 NP0214
 NP0214.The horizontal coordinates were scaled from a map and have
 NP0214.an estimated accuracy of +/- 6 seconds.
 NP0214
 NP0214.The orthometric height was determined by differential leveling and
 NP0214.adjusted by the NATIONAL GEODETIC SURVEY
 NP0214.in June 1991.
 NP0214
 NP0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0214.GEOID18 height accuracy estimate available here.
 NP0214
 NP0214.Click photographs - Photos may exist for this station.
 NP0214
 NP0214.The dynamic height is computed by dividing the NAVD 88
 NP0214.geopotential number by the normal gravity value computed on the
 NP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0214.degrees latitude (g = 980.6199 gals.).
 NP0214
 NP0214.The modeled gravity was interpolated from observed gravity values.
 NP0214
 NP0214;                    North         East    Units  Estimated Accuracy
 NP0214;SPC NE       -   325,440.      273,420.      MT  (+/- 180 meters Scaled)
 NP0214
 NP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH827334(NAD 83)
 NP0214
 NP0214                          SUPERSEDED SURVEY CONTROL
 NP0214
 NP0214  NGVD 29 (??/??/92) 1166.045  (m)         3825.60   (f) ADJ UNCH    1 2
 NP0214
 NP0214.Superseded values are not recommended for survey control.
 NP0214
 NP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0214.See file dsdata.pdf to determine how the superseded data were derived.
 NP0214
 NP0214_MARKER: DB = BENCH MARK DISK
 NP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0214_STAMPING: C 348 1957
 NP0214_MARK LOGO: CGS
 NP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0214+STABILITY: SURFACE MOTION
 NP0214
 NP0214  HISTORY     - Date     Condition        Report By
 NP0214  HISTORY     - 1957     MONUMENTED       CGS
 NP0214
 NP0214                          STATION DESCRIPTION
 NP0214
 NP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0214'5.4 MI NW FROM HAY SPRINGS.
 NP0214'ABOUT 5.45 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0214'RAILROAD FROM THE STATION AT HAY SPRINGS, 65 FEET SOUTHWEST OF
 NP0214'THE SECOND POLE NORTHWEST OF MILEPOST 392, 103 FEET SOUTHWEST OF
 NP0214'THE SOUTHWEST RAIL, 162 FEET WEST OF THE WEST CORNER OF BRIDGE 625,
 NP0214'1 1/2 FEET NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 NP0214'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 NP0214'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0250 ***********************************************************************
 NP0250  DESIGNATION -  C 349 RESET
 NP0250  PID         -  NP0250
 NP0250  STATE/COUNTY-  NE/DAWES
 NP0250  COUNTRY     -  US
 NP0250  USGS QUAD   -  CHADRON WEST (2017)
 NP0250
 NP0250                         *CURRENT SURVEY CONTROL
 NP0250  ______________________________________________________________________
 NP0250* NAD 83(1986) POSITION- 42 49 45.     (N) 103 05 54.     (W)   SCALED
 NP0250* NAVD 88 ORTHO HEIGHT -  1007.38  (meters)     3305.0   (feet) RESET
 NP0250  ______________________________________________________________________
 NP0250  GEOID HEIGHT    -        -17.948 (meters)                     GEOID18
 NP0250  VERT ORDER      -  THIRD
 NP0250
 NP0250.This mark is at Chadron Municipal Airport (CDR)
 NP0250
 NP0250.The horizontal coordinates were scaled from a map and have
 NP0250.an estimated accuracy of +/- 6 seconds.
 NP0250
 NP0250.The orthometric height was computed from unverified reset data.
 NP0250
 NP0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0250.GEOID18 height accuracy estimate available here.
 NP0250
 NP0250.Click photographs - Photos may exist for this station.
 NP0250
 NP0250;                    North         East    Units  Estimated Accuracy
 NP0250;SPC NE       -   337,180.      246,730.      MT  (+/- 180 meters Scaled)
 NP0250
 NP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH554435(NAD 83)
 NP0250
 NP0250                          SUPERSEDED SURVEY CONTROL
 NP0250
 NP0250.No superseded survey control is available for this station.
 NP0250
 NP0250_MARKER: DB = BENCH MARK DISK
 NP0250_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NP0250_SP_SET: PILASTER OF HANGAR
 NP0250_STAMPING: C 349 RESET 1972
 NP0250_MARK LOGO: CGS
 NP0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0250+STABILITY: SURFACE MOTION
 NP0250
 NP0250  HISTORY     - Date     Condition        Report By
 NP0250  HISTORY     - 1972     MONUMENTED       LOCENG
 NP0250
 NP0250                          STATION DESCRIPTION
 NP0250
 NP0250'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 NP0250'5.1 MI W FROM CHADRON.
 NP0250'ABOUT 5.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0250'AT CHADRON, IN SECTION 16, T 33 N, R 49 W, AT CHADRON AIRPORT,
 NP0250'1 FOOT WEST OF THE SOUTHEAST CORNER OF A LARGE BRICK AND HOLLOW
 NP0250'TILE HANGAR, 3 FEET ABOVE THE GROUND AND SET VERTICALLY IN THE
 NP0250'BRICK CORNER PILASTER OF THE HANGAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0320 ***********************************************************************
 NO0320  DESIGNATION -  C 350
 NO0320  PID         -  NO0320
 NO0320  STATE/COUNTY-  NE/CHERRY
 NO0320  COUNTRY     -  US
 NO0320  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0320
 NO0320                         *CURRENT SURVEY CONTROL
 NO0320  ______________________________________________________________________
 NO0320* NAD 83(1986) POSITION- 42 55 19.     (N) 101 46 39.     (W)   SCALED
 NO0320* NAVD 88 ORTHO HEIGHT -  1014.612 (meters)     3328.77  (feet) ADJUSTED
 NO0320  ______________________________________________________________________
 NO0320  GEOID HEIGHT    -        -19.232 (meters)                     GEOID18
 NO0320  DYNAMIC HEIGHT  -       1014.160 (meters)     3327.29  (feet) COMP
 NO0320  MODELED GRAVITY -    980,140.5   (mgal)                       NAVD 88
 NO0320
 NO0320  VERT ORDER      -  FIRST     CLASS II
 NO0320
 NO0320.The horizontal coordinates were scaled from a map and have
 NO0320.an estimated accuracy of +/- 6 seconds.
 NO0320
 NO0320.The orthometric height was determined by differential leveling and
 NO0320.adjusted by the NATIONAL GEODETIC SURVEY
 NO0320.in June 1991.
 NO0320
 NO0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0320.GEOID18 height accuracy estimate available here.
 NO0320
 NO0320.Click photographs - Photos may exist for this station.
 NO0320
 NO0320.The dynamic height is computed by dividing the NAVD 88
 NO0320.geopotential number by the normal gravity value computed on the
 NO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0320.degrees latitude (g = 980.6199 gals.).
 NO0320
 NO0320.The modeled gravity was interpolated from observed gravity values.
 NO0320
 NO0320;                    North         East    Units  Estimated Accuracy
 NO0320;SPC NE       -   344,440.      354,890.      MT  (+/- 180 meters Scaled)
 NO0320
 NO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN733558(NAD 83)
 NO0320
 NO0320                          SUPERSEDED SURVEY CONTROL
 NO0320
 NO0320  NGVD 29 (??/??/92) 1014.179  (m)         3327.35   (f) ADJ UNCH    1 2
 NO0320
 NO0320.Superseded values are not recommended for survey control.
 NO0320
 NO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0320.See file dsdata.pdf to determine how the superseded data were derived.
 NO0320
 NO0320_MARKER: DB = BENCH MARK DISK
 NO0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0320_STAMPING: C 350 1957
 NO0320_MARK LOGO: CGS
 NO0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0320+STABILITY: SURFACE MOTION
 NO0320
 NO0320  HISTORY     - Date     Condition        Report By
 NO0320  HISTORY     - 1957     MONUMENTED       CGS
 NO0320
 NO0320                          STATION DESCRIPTION
 NO0320
 NO0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0320'3.9 MI W FROM MERRIMAN.
 NO0320'ABOUT 3.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0320'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0320'15., 0.1 MILE NORTHEAST OF THE CREST OF A HILL, ON THE SOUTHWEST
 NO0320'EDGE OF A SMALL SANDY KNOLL, 30 FEET SOUTHWEST OF THE 2ND
 NO0320'TELEPHONE POLE SOUTHWEST OF MILEPOST 336, 48 FEET NORTHWEST
 NO0320'OF THE CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FEET NORTHEAST OF
 NO0320'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE
 NO0320'RAILS, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0010 ***********************************************************************
 NP0010  DESIGNATION -  C 351
 NP0010  PID         -  NP0010
 NP0010  STATE/COUNTY-  NE/SHERIDAN
 NP0010  COUNTRY     -  US
 NP0010  USGS QUAD   -  GORDON SE (2017)
 NP0010
 NP0010                         *CURRENT SURVEY CONTROL
 NP0010  ______________________________________________________________________
 NP0010* NAD 83(1986) POSITION- 42 49 41.     (N) 102 07 28.     (W)   SCALED
 NP0010* NAVD 88 ORTHO HEIGHT -  1083.198 (meters)     3553.79  (feet) ADJUSTED
 NP0010  ______________________________________________________________________
 NP0010  GEOID HEIGHT    -        -18.570 (meters)                     GEOID18
 NP0010  DYNAMIC HEIGHT  -       1082.685 (meters)     3552.11  (feet) COMP
 NP0010  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 NP0010
 NP0010  VERT ORDER      -  FIRST     CLASS II
 NP0010
 NP0010.The horizontal coordinates were scaled from a map and have
 NP0010.an estimated accuracy of +/- 6 seconds.
 NP0010
 NP0010.The orthometric height was determined by differential leveling and
 NP0010.adjusted by the NATIONAL GEODETIC SURVEY
 NP0010.in June 1991.
 NP0010
 NP0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0010.GEOID18 height accuracy estimate available here.
 NP0010
 NP0010.Click photographs - Photos may exist for this station.
 NP0010
 NP0010.The dynamic height is computed by dividing the NAVD 88
 NP0010.geopotential number by the normal gravity value computed on the
 NP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0010.degrees latitude (g = 980.6199 gals.).
 NP0010
 NP0010.The modeled gravity was interpolated from observed gravity values.
 NP0010
 NP0010;                    North         East    Units  Estimated Accuracy
 NP0010;SPC NE       -   334,650.      326,320.      MT  (+/- 180 meters Scaled)
 NP0010
 NP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH350457(NAD 83)
 NP0010
 NP0010                          SUPERSEDED SURVEY CONTROL
 NP0010
 NP0010  NGVD 29 (??/??/92) 1082.716  (m)         3552.21   (f) ADJ UNCH    1 2
 NP0010
 NP0010.Superseded values are not recommended for survey control.
 NP0010
 NP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0010.See file dsdata.pdf to determine how the superseded data were derived.
 NP0010
 NP0010_MARKER: DB = BENCH MARK DISK
 NP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0010_STAMPING: C 351 1957
 NP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0010+STABILITY: SURFACE MOTION
 NP0010
 NP0010  HISTORY     - Date     Condition        Report By
 NP0010  HISTORY     - 1957     MONUMENTED       CGS
 NP0010
 NP0010                          STATION DESCRIPTION
 NP0010
 NP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0010'4 MI NE FROM GORDON.
 NP0010'ABOUT 4.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0010'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W.,
 NP0010'AND IN THE SOUTHWEST QUARTER OF SECTION 14., 67 FEET EAST-SOUTHEAST
 NP0010'OF THE CENTER LINE OF A ROAD CROSSING, 61 FEET NORTHEAST OF THE
 NP0010'CENTER LINE OF A TRACK ROAD, 45 FEET SOUTHEAST OF THE SOUTHEAST
 NP0010'RAIL, 10 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 NP0010'NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 NP0010'WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0010'8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0041 ***********************************************************************
 NP0041  DESIGNATION -  C 352
 NP0041  PID         -  NP0041
 NP0041  STATE/COUNTY-  NE/SHERIDAN
 NP0041  COUNTRY     -  US
 NP0041  USGS QUAD   -  RUSHVILLE (2017)
 NP0041
 NP0041                         *CURRENT SURVEY CONTROL
 NP0041  ______________________________________________________________________
 NP0041* NAD 83(1986) POSITION- 42 43 29.83   (N) 102 25 34.82   (W)   HD_HELD1
 NP0041* NAVD 88 ORTHO HEIGHT -  1146.811 (meters)     3762.50  (feet) ADJUSTED
 NP0041  ______________________________________________________________________
 NP0041  GEOID HEIGHT    -        -18.187 (meters)                     GEOID18
 NP0041  DYNAMIC HEIGHT  -       1146.233 (meters)     3760.60  (feet) COMP
 NP0041  MODELED GRAVITY -    980,077.3   (mgal)                       NAVD 88
 NP0041
 NP0041  VERT ORDER      -  FIRST     CLASS II
 NP0041
 NP0041.The horizontal coordinates were determined by differentially corrected
 NP0041.hand held GPS observations or other comparable positioning techniques
 NP0041.and have an estimated accuracy of +/- 3 meters.
 NP0041
 NP0041.The orthometric height was determined by differential leveling and
 NP0041.adjusted by the NATIONAL GEODETIC SURVEY
 NP0041.in June 1991.
 NP0041
 NP0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0041.GEOID18 height accuracy estimate available here.
 NP0041
 NP0041.Click photographs - Photos may exist for this station.
 NP0041
 NP0041.The dynamic height is computed by dividing the NAVD 88
 NP0041.geopotential number by the normal gravity value computed on the
 NP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0041.degrees latitude (g = 980.6199 gals.).
 NP0041
 NP0041.The modeled gravity was interpolated from observed gravity values.
 NP0041
 NP0041;                    North         East    Units  Estimated Accuracy
 NP0041;SPC NE       -   323,856.0     301,322.6     MT  (+/- 3 meters HH1 GPS) 
 NP0041
 NP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1071333484(NAD 83)
 NP0041
 NP0041                          SUPERSEDED SURVEY CONTROL
 NP0041
 NP0041  NGVD 29 (??/??/92) 1146.285  (m)         3760.77   (f) ADJ UNCH    1 2
 NP0041
 NP0041.Superseded values are not recommended for survey control.
 NP0041
 NP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0041.See file dsdata.pdf to determine how the superseded data were derived.
 NP0041
 NP0041_MARKER: DB = BENCH MARK DISK
 NP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0041_STAMPING: C 352 1957
 NP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0041+STABILITY: SURFACE MOTION
 NP0041
 NP0041  HISTORY     - Date     Condition        Report By
 NP0041  HISTORY     - 1957     MONUMENTED       CGS
 NP0041
 NP0041                          STATION DESCRIPTION
 NP0041
 NP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0041'2 MI NE FROM RUSHVILLE.
 NP0041'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0041'RAILWAY FROM THE STATION AT RUSHVILLE, 123 FEET SOUTH-SOUTHWEST
 NP0041'OF THE CENTER LINE OF A ROAD CROSSING, 110 FEET SOUTHWEST
 NP0041'OF THE CENTER LINE OF A DIRT ROAD, 91 FEET NORTHWEST OF THE CENTER
 NP0041'LINE OF U.S. HIGHWAY 20, 39 FEET SOUTHEAST OF THE SOUTHEAST
 NP0041'RAIL, 18 1/2 FEET SOUTHWEST OF THE 8TH POLE NORTHEAST OF MILE
 NP0041'POST 373, IN T. 32 N., R. 44 W., SECTION 25., 1 1/2 FEET
 NP0041'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 NP0041'THE TOP OF THE RAILS, AND IN THE TOP OF A CONCRETE POST
 NP0041'WHICH PROJECTS 11 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0302 ***********************************************************************
 NO0302  DESIGNATION -  C 353
 NO0302  PID         -  NO0302
 NO0302  STATE/COUNTY-  NE/CHERRY
 NO0302  COUNTRY     -  US
 NO0302  USGS QUAD   -  MERRIMAN NE (2017)
 NO0302
 NO0302                         *CURRENT SURVEY CONTROL
 NO0302  ______________________________________________________________________
 NO0302* NAD 83(1986) POSITION- 42 56 28.     (N) 101 31 35.     (W)   SCALED
 NO0302* NAVD 88 ORTHO HEIGHT -   975.133 (meters)     3199.25  (feet) ADJUSTED
 NO0302  ______________________________________________________________________
 NO0302  GEOID HEIGHT    -        -19.689 (meters)                     GEOID18
 NO0302  DYNAMIC HEIGHT  -        974.718 (meters)     3197.89  (feet) COMP
 NO0302  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 NO0302
 NO0302  VERT ORDER      -  FIRST     CLASS II
 NO0302
 NO0302.The horizontal coordinates were scaled from a map and have
 NO0302.an estimated accuracy of +/- 6 seconds.
 NO0302
 NO0302.The orthometric height was determined by differential leveling and
 NO0302.adjusted by the NATIONAL GEODETIC SURVEY
 NO0302.in June 1991.
 NO0302
 NO0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0302.GEOID18 height accuracy estimate available here.
 NO0302
 NO0302.Click photographs - Photos may exist for this station.
 NO0302
 NO0302.The dynamic height is computed by dividing the NAVD 88
 NO0302.geopotential number by the normal gravity value computed on the
 NO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0302.degrees latitude (g = 980.6199 gals.).
 NO0302
 NO0302.The modeled gravity was interpolated from observed gravity values.
 NO0302
 NO0302;                    North         East    Units  Estimated Accuracy
 NO0302;SPC NE       -   346,180.      375,430.      MT  (+/- 180 meters Scaled)
 NO0302
 NO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN938573(NAD 83)
 NO0302
 NO0302                          SUPERSEDED SURVEY CONTROL
 NO0302
 NO0302  NGVD 29 (??/??/92)  974.739  (m)         3197.96   (f) ADJ UNCH    1 2
 NO0302
 NO0302.Superseded values are not recommended for survey control.
 NO0302
 NO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0302.See file dsdata.pdf to determine how the superseded data were derived.
 NO0302
 NO0302_MARKER: DB = BENCH MARK DISK
 NO0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0302_STAMPING: C 353 1957
 NO0302_MARK LOGO: CGS
 NO0302_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0302
 NO0302  HISTORY     - Date     Condition        Report By
 NO0302  HISTORY     - 1957     MONUMENTED       CGS
 NO0302
 NO0302                          STATION DESCRIPTION
 NO0302
 NO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0302'9.4 MI E FROM MERRIMAN.
 NO0302'ABOUT 9.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0302'FROM THE STATION AT MERRIMAN, IN SECTION 11, T. 34 N., R. 36 W.,
 NO0302'50 FEET SOUTHEAST OF THE TENTH POLE NORTHEAST OF MILEPOST 323,
 NO0302'45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 92 FEET NORTHWEST OF THE
 NO0302'CENTER LINE OF A DIRT ROAD, 196 FEET NORTHEAST OF THE EAST
 NO0302'CORNER OF A SMALL WOODEN BRIDGE, 114 FEET SOUTH AND ACROSS THE
 NO0302'TRACK FROM A WHISTLE POST, 7 FEET NORTHWEST OF A FENCE LINE, 2
 NO0302'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NO0302'THE TRACK AND ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS
 NO0302'8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0486 ***********************************************************************
 NP0486  DESIGNATION -  C 354
 NP0486  PID         -  NP0486
 NP0486  STATE/COUNTY-  NE/SIOUX
 NP0486  COUNTRY     -  US
 NP0486  USGS QUAD   -  MONTROSE (2017)
 NP0486
 NP0486                         *CURRENT SURVEY CONTROL
 NP0486  ______________________________________________________________________
 NP0486* NAD 83(1986) POSITION- 42 58 43.     (N) 103 37 44.     (W)   SCALED
 NP0486* NAVD 88 ORTHO HEIGHT -  1099.261 (meters)     3606.49  (feet) ADJUSTED
 NP0486  ______________________________________________________________________
 NP0486  GEOID HEIGHT    -        -16.182 (meters)                     GEOID18
 NP0486  DYNAMIC HEIGHT  -       1098.747 (meters)     3604.81  (feet) COMP
 NP0486  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 NP0486
 NP0486  VERT ORDER      -  FIRST     CLASS II
 NP0486
 NP0486.The horizontal coordinates were scaled from a map and have
 NP0486.an estimated accuracy of +/- 6 seconds.
 NP0486
 NP0486.The orthometric height was determined by differential leveling and
 NP0486.adjusted by the NATIONAL GEODETIC SURVEY
 NP0486.in June 1991.
 NP0486
 NP0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0486.GEOID18 height accuracy estimate available here.
 NP0486
 NP0486.Click photographs - Photos may exist for this station.
 NP0486
 NP0486.The dynamic height is computed by dividing the NAVD 88
 NP0486.geopotential number by the normal gravity value computed on the
 NP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0486.degrees latitude (g = 980.6199 gals.).
 NP0486
 NP0486.The modeled gravity was interpolated from observed gravity values.
 NP0486
 NP0486;                    North         East    Units  Estimated Accuracy
 NP0486;SPC NE       -   355,460.      204,080.      MT  (+/- 180 meters Scaled)
 NP0486
 NP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH117593(NAD 83)
 NP0486
 NP0486                          SUPERSEDED SURVEY CONTROL
 NP0486
 NP0486  NGVD 29 (??/??/92) 1098.704  (m)         3604.66   (f) ADJ UNCH    1 2
 NP0486
 NP0486.Superseded values are not recommended for survey control.
 NP0486
 NP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0486.See file dsdata.pdf to determine how the superseded data were derived.
 NP0486
 NP0486_MARKER: DB = BENCH MARK DISK
 NP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0486_STAMPING: C 354 1957
 NP0486_MARK LOGO: CGS
 NP0486_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0486+STABILITY: SURFACE MOTION
 NP0486
 NP0486  HISTORY     - Date     Condition        Report By
 NP0486  HISTORY     - 1957     MONUMENTED       CGS
 NP0486  HISTORY     - 1985     GOOD             NGS
 NP0486
 NP0486                          STATION DESCRIPTION
 NP0486
 NP0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0486'24.1 MI NW FROM CRAWFORD.
 NP0486'ABOUT 24.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0486'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 25,
 NP0486'T. 35 N., R. 54 W., 4 FEET SOUTHWEST OF THE FIRST POLE SOUTHEAST
 NP0486'OF MILEPOST 447, 42 FEET NORTHEAST OF THE NORTHEAST RAIL, 39
 NP0486'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 2, 26 FEET
 NP0486'EAST OF THE EAST CORNER OF A SECTION CAR SET OFF, 2 FEET
 NP0486'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET LOWER THAN THE
 NP0486'RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NP0486
 NP0486                          STATION RECOVERY (1985)
 NP0486
 NP0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0486'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0486'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0486'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0486'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0486'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0486'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 33.2
 NP0486'KM (20.6 MI) NORTH-NORTHWEST ALONG THE EAST SIDE OF THE TRACKS, 11.9
 NP0486'METERS (39 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 12.8 METERS (42
 NP0486'FT) NORTHEAST OF THE NORTHEAST RAIL, 1.2 METERS (4 FT) SOUTHWEST OF
 NP0486'THE FIRST POLE SOUTHEAST OF MILEPOLE 447 AND 0.6 METER (2 FT)
 NP0486'SOUTHEAST OF A WITNESS POST.
 NP0486'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 NP0486'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0534 ***********************************************************************
 NN0534  DESIGNATION -  C 36
 NN0534  PID         -  NN0534
 NN0534  STATE/COUNTY-  NE/KEYA PAHA
 NN0534  COUNTRY     -  US
 NN0534  USGS QUAD   -  SPRINGVIEW (2017)
 NN0534
 NN0534                         *CURRENT SURVEY CONTROL
 NN0534  ______________________________________________________________________
 NN0534* NAD 83(1986) POSITION- 42 46 52.     (N) 099 37 40.     (W)   SCALED
 NN0534* NAVD 88 ORTHO HEIGHT -   723.717 (meters)     2374.39  (feet) ADJUSTED
 NN0534  ______________________________________________________________________
 NN0534  GEOID HEIGHT    -        -23.672 (meters)                     GEOID18
 NN0534  DYNAMIC HEIGHT  -        723.432 (meters)     2373.46  (feet) COMP
 NN0534  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 NN0534
 NN0534  VERT ORDER      -  SECOND    CLASS 0
 NN0534
 NN0534.The horizontal coordinates were scaled from a map and have
 NN0534.an estimated accuracy of +/- 6 seconds.
 NN0534
 NN0534.The orthometric height was determined by differential leveling and
 NN0534.adjusted by the NATIONAL GEODETIC SURVEY
 NN0534.in June 1991.
 NN0534
 NN0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0534.GEOID18 height accuracy estimate available here.
 NN0534
 NN0534.Click photographs - Photos may exist for this station.
 NN0534
 NN0534.The dynamic height is computed by dividing the NAVD 88
 NN0534.geopotential number by the normal gravity value computed on the
 NN0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0534.degrees latitude (g = 980.6199 gals.).
 NN0534
 NN0534.The modeled gravity was interpolated from observed gravity values.
 NN0534
 NN0534;                    North         East    Units  Estimated Accuracy
 NN0534;SPC NE       -   327,370.      530,460.      MT  (+/- 180 meters Scaled)
 NN0534
 NN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN486366(NAD 83)
 NN0534
 NN0534                          SUPERSEDED SURVEY CONTROL
 NN0534
 NN0534  NGVD 29 (??/??/92)  723.454  (m)         2373.53   (f) ADJ UNCH    2 0
 NN0534
 NN0534.Superseded values are not recommended for survey control.
 NN0534
 NN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0534.See file dsdata.pdf to determine how the superseded data were derived.
 NN0534
 NN0534_MARKER: DB = BENCH MARK DISK
 NN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0534_STAMPING: C 36 1934
 NN0534_MARK LOGO: CGS
 NN0534_PROJECTION: PROJECTING 18 CENTIMETERS
 NN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0534+STABILITY: SURFACE MOTION
 NN0534
 NN0534  HISTORY     - Date     Condition        Report By
 NN0534  HISTORY     - 1934     MONUMENTED       CGS
 NN0534  HISTORY     - 1968     MARK NOT FOUND   USGS
 NN0534
 NN0534                          STATION DESCRIPTION
 NN0534
 NN0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0534'9 MI S FROM SPRINGVIEW.
 NN0534'C-36 IS LOCATED 9 MILES SOUTH OF COURTHOUSE AT SPRINGVIEW, 0.1
 NN0534'OF MILE EAST OF POINT WHERE ROAD MAKES A 90 DEG TURN FROM SOUTH
 NN0534'TO EAST, 100 YARDS EAST OF CENTERLINE OF SMALL WOODEN BIDGE
 NN0534'OVER DRY DITCH, 36 FEET EAST OF CORNER OF WIRE FENCE, 36 FEET
 NN0534'SOUTH OF CENTERLINE OF U.S. HWY. 83, 27 FEET EAST OF CENTERLINE
 NN0534'OF FARM ROAD, 1 FOOT NORTH OF FENCE LINE.  STANDARD TABLET
 NN0534'SET IN TOP OF CONCRETE POST 7 INCHES HIGH.  STAMPED C 36 1934.
 NN0534
 NN0534                          STATION RECOVERY (1968)
 NN0534
 NN0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NN0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0245 ***********************************************************************
 MN0245  DESIGNATION -  C 360
 MN0245  PID         -  MN0245
 MN0245  STATE/COUNTY-  NE/KIMBALL
 MN0245  COUNTRY     -  US
 MN0245  USGS QUAD   -  KIMBALL (2017)
 MN0245
 MN0245                         *CURRENT SURVEY CONTROL
 MN0245  ______________________________________________________________________
 MN0245* NAD 83(1986) POSITION- 41 13 16.     (N) 103 39 46.     (W)   SCALED
 MN0245* NAVD 88 ORTHO HEIGHT -  1475.121 (meters)     4839.63  (feet) ADJUSTED
 MN0245  ______________________________________________________________________
 MN0245  GEOID HEIGHT    -        -18.731 (meters)                     GEOID18
 MN0245  DYNAMIC HEIGHT  -       1474.045 (meters)     4836.10  (feet) COMP
 MN0245  MODELED GRAVITY -    979,842.0   (mgal)                       NAVD 88
 MN0245
 MN0245  VERT ORDER      -  SECOND    CLASS 0
 MN0245
 MN0245.The horizontal coordinates were scaled from a map and have
 MN0245.an estimated accuracy of +/- 6 seconds.
 MN0245
 MN0245.The orthometric height was determined by differential leveling and
 MN0245.adjusted by the NATIONAL GEODETIC SURVEY
 MN0245.in June 1991.
 MN0245
 MN0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0245.GEOID18 height accuracy estimate available here.
 MN0245
 MN0245.Click photographs - Photos may exist for this station.
 MN0245
 MN0245.The dynamic height is computed by dividing the NAVD 88
 MN0245.geopotential number by the normal gravity value computed on the
 MN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0245.degrees latitude (g = 980.6199 gals.).
 MN0245
 MN0245.The modeled gravity was interpolated from observed gravity values.
 MN0245
 MN0245;                    North         East    Units  Estimated Accuracy
 MN0245;SPC NE       -   160,580.      193,060.      MT  (+/- 180 meters Scaled)
 MN0245
 MN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120641(NAD 83)
 MN0245
 MN0245                          SUPERSEDED SURVEY CONTROL
 MN0245
 MN0245  NGVD 29 (??/??/92) 1474.425  (m)         4837.34   (f) ADJ UNCH    2 0
 MN0245
 MN0245.Superseded values are not recommended for survey control.
 MN0245
 MN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0245.See file dsdata.pdf to determine how the superseded data were derived.
 MN0245
 MN0245_MARKER: DB = BENCH MARK DISK
 MN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0245_STAMPING: C 360 1960
 MN0245_MARK LOGO: CGS
 MN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0245+STABILITY: SURFACE MOTION
 MN0245
 MN0245  HISTORY     - Date     Condition        Report By
 MN0245  HISTORY     - 1960     MONUMENTED       CGS
 MN0245
 MN0245                          STATION DESCRIPTION
 MN0245
 MN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0245'1 MI S FROM KIMBALL.
 MN0245'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0245'NEBRASKA, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 29, ABOUT 100
 MN0245'YARDS NORTHEAST OF KIMBALL COUNTRY CLUB, 67 FEET EAST OF CENTER OF
 MN0245'HIGHWAY, 112 FEET SOUTH OF EAST-WEST ROAD, 4 FEET NORTH OF
 MN0245'HIGHWAY RIGHT-OF-WAY, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 MN0245'TOP OF A CONCRETE POST AND PROJECTING ABOUT 4 INCHES ABOVE GROUND,
 MN0245'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0265 ***********************************************************************
 MN0265  DESIGNATION -  C 361
 MN0265  PID         -  MN0265
 MN0265  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0265  COUNTRY     -  US
 MN0265  USGS QUAD   -  MINATARE (2017)
 MN0265
 MN0265                         *CURRENT SURVEY CONTROL
 MN0265  ______________________________________________________________________
 MN0265* NAD 83(1986) POSITION- 41 52 27.56   (N) 103 37 01.01   (W)   HD_HELD1
 MN0265* NAVD 88 ORTHO HEIGHT -  1189.834 (meters)     3903.65  (feet) ADJUSTED
 MN0265  ______________________________________________________________________
 MN0265  GEOID HEIGHT    -        -19.002 (meters)                     GEOID18
 MN0265  DYNAMIC HEIGHT  -       1189.069 (meters)     3901.14  (feet) COMP
 MN0265  MODELED GRAVITY -    979,938.5   (mgal)                       NAVD 88
 MN0265
 MN0265  VERT ORDER      -  SECOND    CLASS 0
 MN0265
 MN0265.The horizontal coordinates were determined by differentially corrected
 MN0265.hand held GPS observations or other comparable positioning techniques
 MN0265.and have an estimated accuracy of +/- 3 meters.
 MN0265
 MN0265.The orthometric height was determined by differential leveling and
 MN0265.adjusted by the NATIONAL GEODETIC SURVEY
 MN0265.in June 1991.
 MN0265
 MN0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0265.GEOID18 height accuracy estimate available here.
 MN0265
 MN0265.Click photographs - Photos may exist for this station.
 MN0265
 MN0265.The dynamic height is computed by dividing the NAVD 88
 MN0265.geopotential number by the normal gravity value computed on the
 MN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0265.degrees latitude (g = 980.6199 gals.).
 MN0265
 MN0265.The modeled gravity was interpolated from observed gravity values.
 MN0265
 MN0265;                    North         East    Units  Estimated Accuracy
 MN0265;SPC NE       -   232,880.7     199,928.1     MT  (+/- 3 meters HH1 GPS) 
 MN0265
 MN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1476736747(NAD 83)
 MN0265
 MN0265                          SUPERSEDED SURVEY CONTROL
 MN0265
 MN0265  NGVD 29 (??/??/92) 1189.183  (m)         3901.51   (f) ADJ UNCH    2 0
 MN0265
 MN0265.Superseded values are not recommended for survey control.
 MN0265
 MN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0265.See file dsdata.pdf to determine how the superseded data were derived.
 MN0265
 MN0265_MARKER: DB = BENCH MARK DISK
 MN0265_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MN0265_SP_SET: SPILLWAY
 MN0265_STAMPING: C 361 1962
 MN0265_MARK LOGO: CGS
 MN0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0265
 MN0265  HISTORY     - Date     Condition        Report By
 MN0265  HISTORY     - 1962     MONUMENTED       CGS
 MN0265  HISTORY     - 20170524 GOOD             GEOCAC
 MN0265
 MN0265                          STATION DESCRIPTION
 MN0265
 MN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0265'2.1 MI E FROM SCOTTSBLUFF.
 MN0265'TO REACH THIS MARK GO EAST ON 27TH. STREET AND TRUCK ROUTE FOR
 MN0265'2.1 MILES TO A GRAVEL ROAD INTERSECTION FROM THE SCOTTSBLUFF
 MN0265'HIGH SCHOOL IN SCOTTSBLUFF, TO THE MARK ON RIGHT, 30 FEET SOUTH OF
 MN0265'THE EAST-WEST GRAVEL ROAD, 15 FEET EAST OF THE NORTH-SOUTH GRAVEL
 MN0265'ROAD, 33 FEET SOUTH EAST OF THE INTERSECTION, 2 FEET ABOVE THE
 MN0265'LEVEL OF THE ROAD, A DRILL SET IN THE EAST HEADWALL OF A CONCRETE
 MN0265'IRRIGATION SPILLWAY.
 MN0265
 MN0265                          STATION RECOVERY (2017)
 MN0265
 MN0265'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0265'TO REACH FROM THE INTERSECTION OF US HIGHWAY 26 AND 27TH ST, EAST ON
 MN0265'27TH ST FOR 1.7 MI (2.7 KM) AND THE MARK ON THE RIGHT.  IN THE
 MN0265'SOUTHEAST CORNER OF CR-7 AND CR-24, 30 FT (9.1 M) SOUTH OF CR-7, 15 FT
 MN0265'(4.6 M) EAST OF CR-24, 33 FT (10.1 M) SOUTH EAST OF THE INTERSECTION,
 MN0265'2 FT (0.6 M) ABOVE THE LEVEL OF THE ROAD, SET IN A DRILL HOLE ON THE
 MN0265'TOP OF THE EAST HEADWALL OF A CONCRETE IRRIGATION SPILLWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0397 ***********************************************************************
 LG0397  DESIGNATION -  C 361
 LG0397  PID         -  LG0397
 LG0397  STATE/COUNTY-  NE/LANCASTER
 LG0397  COUNTRY     -  US
 LG0397  USGS QUAD   -  EMERALD (2017)
 LG0397
 LG0397                         *CURRENT SURVEY CONTROL
 LG0397  ______________________________________________________________________
 LG0397* NAD 83(1986) POSITION- 40 50 52.     (N) 096 47 14.     (W)   SCALED
 LG0397* NAVD 88 ORTHO HEIGHT -   357.743 (meters)     1173.70  (feet) ADJUSTED
 LG0397  ______________________________________________________________________
 LG0397  GEOID HEIGHT    -        -26.320 (meters)                     GEOID18
 LG0397  DYNAMIC HEIGHT  -        357.577 (meters)     1173.15  (feet) COMP
 LG0397  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 LG0397
 LG0397  VERT ORDER      -  SECOND    CLASS 0
 LG0397
 LG0397.The horizontal coordinates were scaled from a map and have
 LG0397.an estimated accuracy of +/- 6 seconds.
 LG0397
 LG0397.The orthometric height was determined by differential leveling and
 LG0397.adjusted by the NATIONAL GEODETIC SURVEY
 LG0397.in June 1991.
 LG0397
 LG0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0397.GEOID18 height accuracy estimate available here.
 LG0397
 LG0397.Click photographs - Photos may exist for this station.
 LG0397
 LG0397.The dynamic height is computed by dividing the NAVD 88
 LG0397.geopotential number by the normal gravity value computed on the
 LG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0397.degrees latitude (g = 980.6199 gals.).
 LG0397
 LG0397.The modeled gravity was interpolated from observed gravity values.
 LG0397
 LG0397;                    North         East    Units  Estimated Accuracy
 LG0397;SPC NE       -   117,660.      770,790.      MT  (+/- 180 meters Scaled)
 LG0397
 LG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865242(NAD 83)
 LG0397
 LG0397                          SUPERSEDED SURVEY CONTROL
 LG0397
 LG0397  NGVD 29 (??/??/92)  357.605  (m)         1173.24   (f) ADJ UNCH    2 0
 LG0397
 LG0397.Superseded values are not recommended for survey control.
 LG0397
 LG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0397.See file dsdata.pdf to determine how the superseded data were derived.
 LG0397
 LG0397_MARKER: DB = BENCH MARK DISK
 LG0397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0397_SP_SET: PAD
 LG0397_STAMPING: C 361 1959
 LG0397_MARK LOGO: CGS
 LG0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0397+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 LG0397
 LG0397  HISTORY     - Date     Condition        Report By
 LG0397  HISTORY     - 1959     MONUMENTED       CGS
 LG0397  HISTORY     - 1966     GOOD             CGS
 LG0397  HISTORY     - 1976     MARK NOT FOUND   NGS
 LG0397  HISTORY     - 19870310 MARK NOT FOUND   NGS
 LG0397
 LG0397                          STATION DESCRIPTION
 LG0397
 LG0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0397'6.3 MI NW FROM LINCOLN.
 LG0397'MARK IS LOCATED NEAR THE SOUTH ENTRANCE TO LINCOLN AFB.  FROM THE
 LG0397'INTERSECTION OF 9TH. ST. AND U.S. HIGHWAY 6 CITY ROUTE (0 ST.)
 LG0397'PROCEED WEST FOR 4.05 MILES TO THE INTERSECTION OF THE HIGHWAY
 LG0397'AND AIR BASE ROAD (BAKER AVE.) TURN NORTH FOR 2.3 MILES TO THE
 LG0397'SOUTH ENTRANCE TO LINCOLN AFB.  (CHENEY ST.)  MARK IS 70.3 FT.
 LG0397'EAST OF THE CENTERLINE OF BAKER AVE., 80.5 FT. NORTH OF THE
 LG0397'CENTERLINE OF CHENEY ST., 23.3 FT. WEST OF A SMALL WOODEN BUILDING,
 LG0397'SET IN THE SOUTHWEST CORNER OF A LARGE FLAT CONCRETE PAD.  A
 LG0397'STANDARD BRONZE DISK STAMPED C 361 1959.
 LG0397
 LG0397                          STATION RECOVERY (1966)
 LG0397
 LG0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG0397'RECOVERED IN GOOD CONDITION.
 LG0397
 LG0397                          STATION RECOVERY (1976)
 LG0397
 LG0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG0397'MARK NOT FOUND.
 LG0397
 LG0397                          STATION RECOVERY (1987)
 LG0397
 LG0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0521 ***********************************************************************
 LG0521  DESIGNATION -  C 363
 LG0521  PID         -  LG0521
 LG0521  STATE/COUNTY-  NE/SEWARD
 LG0521  COUNTRY     -  US
 LG0521  USGS QUAD   -  STAPLEHURST (2017)
 LG0521
 LG0521                         *CURRENT SURVEY CONTROL
 LG0521  ______________________________________________________________________
 LG0521* NAD 83(1986) POSITION- 40 54 06.     (N) 097 10 37.     (W)   SCALED
 LG0521* NAVD 88 ORTHO HEIGHT -   470.647 (meters)     1544.11  (feet) ADJUSTED
 LG0521  ______________________________________________________________________
 LG0521  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 LG0521  DYNAMIC HEIGHT  -        470.401 (meters)     1543.31  (feet) COMP
 LG0521  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 LG0521
 LG0521  VERT ORDER      -  SECOND    CLASS 0
 LG0521
 LG0521.The horizontal coordinates were scaled from a map and have
 LG0521.an estimated accuracy of +/- 6 seconds.
 LG0521
 LG0521.The orthometric height was determined by differential leveling and
 LG0521.adjusted by the NATIONAL GEODETIC SURVEY
 LG0521.in June 1991.
 LG0521
 LG0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0521.GEOID18 height accuracy estimate available here.
 LG0521
 LG0521.Click photographs - Photos may exist for this station.
 LG0521
 LG0521.The dynamic height is computed by dividing the NAVD 88
 LG0521.geopotential number by the normal gravity value computed on the
 LG0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0521.degrees latitude (g = 980.6199 gals.).
 LG0521
 LG0521.The modeled gravity was interpolated from observed gravity values.
 LG0521
 LG0521;                    North         East    Units  Estimated Accuracy
 LG0521;SPC NE       -   122,500.      737,760.      MT  (+/- 180 meters Scaled)
 LG0521
 LG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL535294(NAD 83)
 LG0521
 LG0521                          SUPERSEDED SURVEY CONTROL
 LG0521
 LG0521  NGVD 29 (??/??/92)  470.468  (m)         1543.53   (f) ADJ UNCH    2 0
 LG0521
 LG0521.Superseded values are not recommended for survey control.
 LG0521
 LG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0521.See file dsdata.pdf to determine how the superseded data were derived.
 LG0521
 LG0521_MARKER: DB = BENCH MARK DISK
 LG0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0521_STAMPING: C 363 1961
 LG0521_MARK LOGO: CGS
 LG0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0521+STABILITY: SURFACE MOTION
 LG0521
 LG0521  HISTORY     - Date     Condition        Report By
 LG0521  HISTORY     - 1961     MONUMENTED       CGS
 LG0521
 LG0521                          STATION DESCRIPTION
 LG0521
 LG0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0521'4.2 MI NW FROM SEWARD.
 LG0521'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0521'AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S. HIGHWAY 34 AND
 LG0521'STATE HIGHWAY 2, 53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LG0521'37.2 FEET EAST OF CENTER OF PAVED ROAD LEADING TO MISSILE SITE,
 LG0521'2.5 FEET NORTHEAST OF TELEPHONE POLE 5, 2.3 FEET SOUTHEAST OF
 LG0521'A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0521'POST PROJECTING 2 INCHES ABOVE GROUND AND ABOUT THE SAME ELEVATION
 LG0521'AS THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0522 ***********************************************************************
 LG0522  DESIGNATION -  C 363 RESET
 LG0522  PID         -  LG0522
 LG0522  STATE/COUNTY-  NE/SEWARD
 LG0522  COUNTRY     -  US
 LG0522  USGS QUAD   -  STAPLEHURST (2017)
 LG0522
 LG0522                         *CURRENT SURVEY CONTROL
 LG0522  ______________________________________________________________________
 LG0522* NAD 83(1986) POSITION- 40 54 06.     (N) 097 10 37.     (W)   SCALED
 LG0522* NAVD 88 ORTHO HEIGHT -   470.36  (meters)     1543.2   (feet) RESET
 LG0522  ______________________________________________________________________
 LG0522  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 LG0522  VERT ORDER      -  THIRD
 LG0522
 LG0522.The horizontal coordinates were scaled from a map and have
 LG0522.an estimated accuracy of +/- 6 seconds.
 LG0522
 LG0522.The orthometric height was computed from unverified reset data.
 LG0522
 LG0522.No vertical observational check was made to the station.
 LG0522
 LG0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0522.GEOID18 height accuracy estimate available here.
 LG0522
 LG0522.Click photographs - Photos may exist for this station.
 LG0522
 LG0522;                    North         East    Units  Estimated Accuracy
 LG0522;SPC NE       -   122,500.      737,760.      MT  (+/- 180 meters Scaled)
 LG0522
 LG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL535294(NAD 83)
 LG0522
 LG0522                          SUPERSEDED SURVEY CONTROL
 LG0522
 LG0522.No superseded survey control is available for this station.
 LG0522
 LG0522_MARKER: DV = VERTICAL CONTROL DISK
 LG0522_STAMPING: C 363 RESET 1975
 LG0522_MARK LOGO: NGS
 LG0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0522+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 LG0522
 LG0522  HISTORY     - Date     Condition        Report By
 LG0522  HISTORY     - 1975     MONUMENTED       NGS
 LG0522  HISTORY     - 20160706 GOOD             NEGS
 LG0522
 LG0522                          STATION DESCRIPTION
 LG0522
 LG0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LG0522'4.2 MI NW FROM SEWARD.
 LG0522'FROM THE COURTHOUSE IN SEWARD, AT THE JUNCTION OF U.S. HIGHWAYS
 LG0522'37 AND 34 AND STATE HIGHWAY 15, GO WEST ALONG HIGHWAY 34 FOR
 LG0522'4.25 MILES TO A SURFACED ROAD NORTH AND THE BENCH MARK ON THE
 LG0522'RIGHT, 86 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 12 FEET
 LG0522'WEST-SOUTHWEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS
 LG0522'POST AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 34.  A 4-INCH
 LG0522'CAST ALUMINUM BENCH MARK STAMPED C 363 RESET 1975, SET FLUSH
 LG0522'WITH THE SURFACE OF THE GROUND.
 LG0522
 LG0522                          STATION RECOVERY (2016)
 LG0522
 LG0522'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG0522'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0061 ***********************************************************************
 LG0061  DESIGNATION -  C 364
 LG0061  PID         -  LG0061
 LG0061  STATE/COUNTY-  NE/CASS
 LG0061  COUNTRY     -  US
 LG0061  USGS QUAD   -  ELMWOOD (2017)
 LG0061
 LG0061                         *CURRENT SURVEY CONTROL
 LG0061  ______________________________________________________________________
 LG0061* NAD 83(1986) POSITION- 40 48 46.     (N) 096 16 31.     (W)   SCALED
 LG0061* NAVD 88 ORTHO HEIGHT -   408.566 (meters)     1340.44  (feet) ADJUSTED
 LG0061  ______________________________________________________________________
 LG0061  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 LG0061  DYNAMIC HEIGHT  -        408.392 (meters)     1339.87  (feet) COMP
 LG0061  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 LG0061
 LG0061  VERT ORDER      -  SECOND    CLASS 0
 LG0061
 LG0061.The horizontal coordinates were scaled from a map and have
 LG0061.an estimated accuracy of +/- 6 seconds.
 LG0061
 LG0061.The orthometric height was determined by differential leveling and
 LG0061.adjusted by the NATIONAL GEODETIC SURVEY
 LG0061.in June 1991.
 LG0061
 LG0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0061.GEOID18 height accuracy estimate available here.
 LG0061
 LG0061.Click photographs - Photos may exist for this station.
 LG0061
 LG0061.The dynamic height is computed by dividing the NAVD 88
 LG0061.geopotential number by the normal gravity value computed on the
 LG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0061.degrees latitude (g = 980.6199 gals.).
 LG0061
 LG0061.The modeled gravity was interpolated from observed gravity values.
 LG0061
 LG0061;                    North         East    Units  Estimated Accuracy
 LG0061;SPC NE       -   115,510.      814,080.      MT  (+/- 180 meters Scaled)
 LG0061
 LG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL298215(NAD 83)
 LG0061
 LG0061                          SUPERSEDED SURVEY CONTROL
 LG0061
 LG0061  NGVD 29 (??/??/92)  408.471  (m)         1340.13   (f) ADJ UNCH    2 0
 LG0061
 LG0061.Superseded values are not recommended for survey control.
 LG0061
 LG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0061.See file dsdata.pdf to determine how the superseded data were derived.
 LG0061
 LG0061_MARKER: DB = BENCH MARK DISK
 LG0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0061_STAMPING: C 364 1961
 LG0061_MARK LOGO: CGS
 LG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0061+STABILITY: SURFACE MOTION
 LG0061
 LG0061  HISTORY     - Date     Condition        Report By
 LG0061  HISTORY     - 1961     MONUMENTED       CGS
 LG0061
 LG0061                          STATION DESCRIPTION
 LG0061
 LG0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0061'8 MI E FROM EAGLE.
 LG0061'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0061'EAGLE, THENCE 7.85 MILES EAST ALONG U.S. HIGHWAY 34, 0.05 MILE
 LG0061'NORTHWEST OF ROAD CROSSING, 40.0 FEET NORTH OF THE CENTER LINE
 LG0061'OF U.S. HIGHWAY 34, 26.6 FEET NORTHEAST OF A TELEPHONE POLE,
 LG0061'3 FEET HIGHER THAN THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS
 LG0061'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0061'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0062 ***********************************************************************
 LG0062  DESIGNATION -  C 364 RESET
 LG0062  PID         -  LG0062
 LG0062  STATE/COUNTY-  NE/CASS
 LG0062  COUNTRY     -  US
 LG0062  USGS QUAD   -  ELMWOOD (2017)
 LG0062
 LG0062                         *CURRENT SURVEY CONTROL
 LG0062  ______________________________________________________________________
 LG0062* NAD 83(1986) POSITION- 40 48 46.3    (N) 096 16 31.4    (W)   HD_HELD2
 LG0062* NAVD 88 ORTHO HEIGHT -   408.31  (meters)     1339.6   (feet) RESET
 LG0062  ______________________________________________________________________
 LG0062  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 LG0062  VERT ORDER      -  THIRD
 LG0062
 LG0062.The horizontal coordinates were established by autonomous hand held GPS
 LG0062.observations and have an estimated accuracy of +/- 10 meters.
 LG0062
 LG0062.The orthometric height was computed from unverified reset data.
 LG0062
 LG0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0062.GEOID18 height accuracy estimate available here.
 LG0062
 LG0062.Click photographs - Photos may exist for this station.
 LG0062
 LG0062;                    North         East    Units  Estimated Accuracy
 LG0062;SPC NE       -   115,521.      814,074.      MT  (+/- 10 meters HH2 GPS)
 LG0062
 LG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2980321555(NAD 83)
 LG0062
 LG0062                          SUPERSEDED SURVEY CONTROL
 LG0062
 LG0062  NGVD 29 (??/??/??)  408.22   (m)         1339.3    (f) RESET       3  
 LG0062
 LG0062.Superseded values are not recommended for survey control.
 LG0062
 LG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0062.See file dsdata.pdf to determine how the superseded data were derived.
 LG0062
 LG0062_MARKER: DB = BENCH MARK DISK
 LG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0062_STAMPING: C 364 RESET 1964
 LG0062_MARK LOGO: CGS
 LG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0062+STABILITY: SURFACE MOTION
 LG0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0062+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 LG0062
 LG0062  HISTORY     - Date     Condition        Report By
 LG0062  HISTORY     - 1964     MONUMENTED       CGS
 LG0062  HISTORY     - 20200819 GOOD             NEGS
 LG0062
 LG0062                          STATION DESCRIPTION
 LG0062
 LG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0062'8 MI E FROM EAGLE.
 LG0062'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0062'THENCE 7.85 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 100 YARDS
 LG0062'NORTHWEST OF A CROSSROADS, 59 FEET NORTH OF THE CENTERLINE OF
 LG0062'U.S. HIGHWAY 34, 49 FEET EAST OF HIGHWAY SURVEY STATION 419+00,
 LG0062'4 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A STEEL WITNESS
 LG0062'POST, AND 1 FOOT SOUTH OF A FENCE.  THE POST PROJECTS 6 INCHES
 LG0062'AND THE DISK IS STAMPED C 364 RESET 1964.
 LG0062
 LG0062                          STATION RECOVERY (2020)
 LG0062
 LG0062'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0062'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND NE. HIGHWAY 1
 LG0062'SOUTH OF ELMWOOD, NE., GO EAST ON U.S. HIGHWAY 34 FOR 0.96 MI (1.54
 LG0062'KM) TO MILE POST 347.38 AND THE MARK LOCATED ON THE LEFT (NORTH) SIDE
 LG0062'OF THE HIGHWAY.  THE MARK IS CURRENTLY IN A GROUP OF TREES AND THE
 LG0062'NORTH HORIZON IS MOSTLY OBSCURED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0012 ***********************************************************************
 NN0012  DESIGNATION -  C 37
 NN0012  PID         -  NN0012
 NN0012  STATE/COUNTY-  NE/BOYD
 NN0012  COUNTRY     -  US
 NN0012  USGS QUAD   -  LYNCH (2017)
 NN0012
 NN0012                         *CURRENT SURVEY CONTROL
 NN0012  ______________________________________________________________________
 NN0012* NAD 83(1986) POSITION- 42 49 41.     (N) 098 23 06.     (W)   SCALED
 NN0012* NAVD 88 ORTHO HEIGHT -   414.068 (meters)     1358.49  (feet) ADJUSTED
 NN0012  ______________________________________________________________________
 NN0012  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 NN0012  DYNAMIC HEIGHT  -        413.925 (meters)     1358.02  (feet) COMP
 NN0012  MODELED GRAVITY -    980,265.7   (mgal)                       NAVD 88
 NN0012
 NN0012  VERT ORDER      -  SECOND    CLASS 0
 NN0012
 NN0012.The horizontal coordinates were scaled from a map and have
 NN0012.an estimated accuracy of +/- 6 seconds.
 NN0012
 NN0012.The orthometric height was determined by differential leveling and
 NN0012.adjusted by the NATIONAL GEODETIC SURVEY
 NN0012.in June 1991.
 NN0012
 NN0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0012.GEOID18 height accuracy estimate available here.
 NN0012
 NN0012.Click photographs - Photos may exist for this station.
 NN0012
 NN0012.The dynamic height is computed by dividing the NAVD 88
 NN0012.geopotential number by the normal gravity value computed on the
 NN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0012.degrees latitude (g = 980.6199 gals.).
 NN0012
 NN0012.The modeled gravity was interpolated from observed gravity values.
 NN0012
 NN0012;                    North         East    Units  Estimated Accuracy
 NN0012;SPC NE       -   333,750.      632,040.      MT  (+/- 180 meters Scaled)
 NN0012
 NN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN502419(NAD 83)
 NN0012
 NN0012                          SUPERSEDED SURVEY CONTROL
 NN0012
 NN0012  NGVD 29 (??/??/92)  413.789  (m)         1357.57   (f) ADJ UNCH    2 0
 NN0012
 NN0012.Superseded values are not recommended for survey control.
 NN0012
 NN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0012.See file dsdata.pdf to determine how the superseded data were derived.
 NN0012
 NN0012_MARKER: DB = BENCH MARK DISK
 NN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0012_STAMPING: C 37 1934
 NN0012_MARK LOGO: CGS
 NN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0012+STABILITY: SURFACE MOTION
 NN0012
 NN0012  HISTORY     - Date     Condition        Report By
 NN0012  HISTORY     - 1934     MONUMENTED       CGS
 NN0012  HISTORY     - 1949     GOOD             CGS
 NN0012
 NN0012                          STATION DESCRIPTION
 NN0012
 NN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0012'2.8 MI W FROM MONOWI.
 NN0012'LOCATED 2.8 MILES WEST OF STATION AT MONOWI, 4.3 MILES EAST OF
 NN0012'STATION AT LYNCH, ABOUT 97 YARDS NORTHWEST OF CONCRETE CULVERT
 NN0012'ON HWY. NO. 12, ACROSS TRACK FROM M.P. 84, 42.5 FEET NORTH OF
 NN0012'NORTH RAIL, 5.3 FEET SOUTH OF FENCE.  STANDARD TABLET SET IN
 NN0012'TOP OF CONCRETE POST 5 INCHES HIGH.
 NN0012
 NN0012                          STATION RECOVERY (1949)
 NN0012
 NN0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1298 ***********************************************************************
 NM1298  DESIGNATION -  C 38
 NM1298  PID         -  NM1298
 NM1298  STATE/COUNTY-  NE/KNOX
 NM1298  COUNTRY     -  US
 NM1298  USGS QUAD   -  CREIGHTON (2017)
 NM1298
 NM1298                         *CURRENT SURVEY CONTROL
 NM1298  ______________________________________________________________________
 NM1298* NAD 83(1986) POSITION- 42 27 05.     (N) 097 53 18.     (W)   SCALED
 NM1298* NAVD 88 ORTHO HEIGHT -   490.588 (meters)     1609.54  (feet) ADJUSTED
 NM1298  ______________________________________________________________________
 NM1298  GEOID HEIGHT    -        -25.243 (meters)                     GEOID18
 NM1298  DYNAMIC HEIGHT  -        490.408 (meters)     1608.95  (feet) COMP
 NM1298  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 NM1298
 NM1298  VERT ORDER      -  SECOND    CLASS 0
 NM1298
 NM1298.The horizontal coordinates were scaled from a map and have
 NM1298.an estimated accuracy of +/- 6 seconds.
 NM1298
 NM1298.The orthometric height was determined by differential leveling and
 NM1298.adjusted by the NATIONAL GEODETIC SURVEY
 NM1298.in June 1991.
 NM1298
 NM1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1298.GEOID18 height accuracy estimate available here.
 NM1298
 NM1298.Click photographs - Photos may exist for this station.
 NM1298
 NM1298.The dynamic height is computed by dividing the NAVD 88
 NM1298.geopotential number by the normal gravity value computed on the
 NM1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1298.degrees latitude (g = 980.6199 gals.).
 NM1298
 NM1298.The modeled gravity was interpolated from observed gravity values.
 NM1298
 NM1298;                    North         East    Units  Estimated Accuracy
 NM1298;SPC NE       -   292,810.      673,660.      MT  (+/- 180 meters Scaled)
 NM1298
 NM1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN914004(NAD 83)
 NM1298
 NM1298                          SUPERSEDED SURVEY CONTROL
 NM1298
 NM1298  NGVD 29 (??/??/92)  490.391  (m)         1608.89   (f) ADJ UNCH    2 0
 NM1298
 NM1298.Superseded values are not recommended for survey control.
 NM1298
 NM1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1298.See file dsdata.pdf to determine how the superseded data were derived.
 NM1298
 NM1298_MARKER: DB = BENCH MARK DISK
 NM1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1298_STAMPING: C 38 1934
 NM1298_MARK LOGO: CGS
 NM1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1298+STABILITY: SURFACE MOTION
 NM1298
 NM1298  HISTORY     - Date     Condition        Report By
 NM1298  HISTORY     - 1934     MONUMENTED       CGS
 NM1298
 NM1298                          STATION DESCRIPTION
 NM1298
 NM1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1298'1.2 MI SE FROM CREIGHTON.
 NM1298'LOCATED 1.2 MILES SOUTHEAST OF STATION AT CREIGHTON, ALONG
 NM1298'CHICAGO AND NORTH WESTERN RWY 83 YARDS SOUTHEAST OF ROAD CROSSING,
 NM1298'44.4 FEET NORTH OF NORTHEAST RAIL, 3 FEET SOUTHWEST OF FENCE.
 NM1298'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1434 ***********************************************************************
 NM1434  DESIGNATION -  C 39 RESET
 NM1434  PID         -  NM1434
 NM1434  STATE/COUNTY-  NE/KNOX
 NM1434  COUNTRY     -  US
 NM1434  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM1434
 NM1434                         *CURRENT SURVEY CONTROL
 NM1434  ______________________________________________________________________
 NM1434* NAD 83(1986) POSITION- 42 35 53.     (N) 097 31 30.     (W)   SCALED
 NM1434* NAVD 88 ORTHO HEIGHT -   545.79  (meters)     1790.6   (feet) RESET
 NM1434  ______________________________________________________________________
 NM1434  GEOID HEIGHT    -        -25.536 (meters)                     GEOID18
 NM1434  VERT ORDER      -  THIRD
 NM1434
 NM1434.The horizontal coordinates were scaled from a map and have
 NM1434.an estimated accuracy of +/- 6 seconds.
 NM1434
 NM1434.The orthometric height was computed from unverified reset data.
 NM1434
 NM1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1434.GEOID18 height accuracy estimate available here.
 NM1434
 NM1434.Click photographs - Photos may exist for this station.
 NM1434
 NM1434;                    North         East    Units  Estimated Accuracy
 NM1434;SPC NE       -   309,880.      703,060.      MT  (+/- 180 meters Scaled)
 NM1434
 NM1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN210172(NAD 83)
 NM1434
 NM1434                          SUPERSEDED SURVEY CONTROL
 NM1434
 NM1434.No superseded survey control is available for this station.
 NM1434
 NM1434_MARKER: DB = BENCH MARK DISK
 NM1434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1434_SP_SET: CULVERT HEADWALL
 NM1434_STAMPING: C 39 1934 RESET 1966
 NM1434_MARK LOGO: CGS
 NM1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1434+STABILITY: SURFACE MOTION
 NM1434
 NM1434  HISTORY     - Date     Condition        Report By
 NM1434  HISTORY     - 1966     MONUMENTED       USGS
 NM1434  HISTORY     - 1977     GOOD             LOCSUR
 NM1434
 NM1434                          STATION DESCRIPTION
 NM1434
 NM1434'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1434'7.7 MI N FROM WAUSA.
 NM1434'7 MILES NORTH THENCE 0.7 MILE EAST OF THE JUNCTION OF STATE
 NM1434'HIGHWAY 84 AND STATE HIGHWAY 98 AT WAUSA, 6.1 MILES EAST ALONG
 NM1434'STATE HIGHWAY 84 FROM BLOOMFIELD, NEAR CORNER SECTIONS 2, 3, 10
 NM1434'AND 11, T 30 N, R 2 W, 32 FEET SOUTH THENCE 143 FEET WEST OF THE
 NM1434'CROSS ROADS, SET IN THE TOP AND NEAR THE CENTER OF A CONCRETE
 NM1434'HEADWALL.
 NM1434
 NM1434                          STATION RECOVERY (1977)
 NM1434
 NM1434'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1124 ***********************************************************************
 NM1124  DESIGNATION -  C 40
 NM1124  PID         -  NM1124
 NM1124  STATE/COUNTY-  NE/CEDAR
 NM1124  COUNTRY     -  US
 NM1124  USGS QUAD   -  HARTINGTON (2017)
 NM1124
 NM1124                         *CURRENT SURVEY CONTROL
 NM1124  ______________________________________________________________________
 NM1124* NAD 83(1986) POSITION- 42 37 28.03   (N) 097 15 51.53   (W)   HD_HELD1
 NM1124* NAVD 88 ORTHO HEIGHT -   420.810 (meters)     1380.61  (feet) ADJUSTED
 NM1124  ______________________________________________________________________
 NM1124  GEOID HEIGHT    -        -25.517 (meters)                     GEOID18
 NM1124  DYNAMIC HEIGHT  -        420.667 (meters)     1380.14  (feet) COMP
 NM1124  MODELED GRAVITY -    980,268.9   (mgal)                       NAVD 88
 NM1124
 NM1124  VERT ORDER      -  SECOND    CLASS 0
 NM1124
 NM1124.The horizontal coordinates were determined by differentially corrected
 NM1124.hand held GPS observations or other comparable positioning techniques
 NM1124.and have an estimated accuracy of +/- 3 meters.
 NM1124
 NM1124.The orthometric height was determined by differential leveling and
 NM1124.adjusted by the NATIONAL GEODETIC SURVEY
 NM1124.in June 1991.
 NM1124
 NM1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1124.GEOID18 height accuracy estimate available here.
 NM1124
 NM1124.Click photographs - Photos may exist for this station.
 NM1124
 NM1124.The dynamic height is computed by dividing the NAVD 88
 NM1124.geopotential number by the normal gravity value computed on the
 NM1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1124.degrees latitude (g = 980.6199 gals.).
 NM1124
 NM1124.The modeled gravity was interpolated from observed gravity values.
 NM1124
 NM1124;                    North         East    Units  Estimated Accuracy
 NM1124;SPC NE       -   313,455.1     724,353.0     MT  (+/- 3 meters HH1 GPS) 
 NM1124
 NM1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4233320572(NAD 83)
 NM1124
 NM1124                          SUPERSEDED SURVEY CONTROL
 NM1124
 NM1124  NGVD 29 (??/??/92)  420.609  (m)         1379.95   (f) ADJ UNCH    2 0
 NM1124
 NM1124.Superseded values are not recommended for survey control.
 NM1124
 NM1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1124.See file dsdata.pdf to determine how the superseded data were derived.
 NM1124
 NM1124_MARKER: DB = BENCH MARK DISK
 NM1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1124_STAMPING: C 40 1934
 NM1124_MARK LOGO: CGS
 NM1124_PROJECTION: FLUSH
 NM1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1124+STABILITY: SURFACE MOTION
 NM1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1124+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2018
 NM1124
 NM1124  HISTORY     - Date     Condition        Report By
 NM1124  HISTORY     - 1934     MONUMENTED       CGS
 NM1124  HISTORY     - 1970     GOOD             NGS
 NM1124  HISTORY     - 20180828 GOOD             JEOCON
 NM1124
 NM1124                          STATION DESCRIPTION
 NM1124
 NM1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1124'AT HARTINGTON.
 NM1124'IS LOCATED AT HARTINGTON, 63.6 FEET NORTH OF NORTH CORNER OF
 NM1124'C.ST.P.M. AND O. RWY. STATION, 61.5 FEET EAST OF SWITCH ON
 NM1124'THE NORTHWEST END OF SIDETRACK, 31.3 FEET NORTHEAST OF NORTHEAST
 NM1124'RAIL OF TRACK, 16.5 FEET NORTHEAST OF NORTHEAST RAIL OF SIDE
 NM1124'TRACK, 6.5 FEET SOUTHWEST OF TELEPHONE POLE.  STANDARD TABLET
 NM1124'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM1124
 NM1124                          STATION RECOVERY (1970)
 NM1124
 NM1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1124'RECOVERED IN GOOD CONDITION.
 NM1124
 NM1124                          STATION RECOVERY (2018)
 NM1124
 NM1124'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2018 (BB)
 NM1124'TO REACH FROM THE WEST ENTRANCE TO THE COURTHOUSE ON BROADWAY STREET
 NM1124'IN HARTINGTON GO NORTH 0.30 MI (0.48 KM) TO THE NORTH DRIVEWAY TO THE
 NM1124'OLD RAILROAD DEPOT.  THE POINT IS APPROXIMATELY 82 FT (25.0 M) EAST OF
 NM1124'THE CENTERLINE OF NORTH BROADWAY STREET NEAR A DRAINAGE DITCH LEVEL
 NM1124'WITH THE SURFACE OF THE EXISTING GROUND.  MARK IS 0.9 FT (27 CM) NORTH
 NM1124'OF NDOT STEEL WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0544 ***********************************************************************
 NP0544  DESIGNATION -  C 416
 NP0544  PID         -  NP0544
 NP0544  STATE/COUNTY-  NE/DAWES
 NP0544  COUNTRY     -  US
 NP0544  USGS QUAD   -  CRAWFORD (2017)
 NP0544
 NP0544                         *CURRENT SURVEY CONTROL
 NP0544  ______________________________________________________________________
 NP0544* NAD 83(1986) POSITION- 42 40 54.     (N) 103 25 00.     (W)   SCALED
 NP0544* NAVD 88 ORTHO HEIGHT -  1124.480 (meters)     3689.23  (feet) ADJUSTED
 NP0544  ______________________________________________________________________
 NP0544  GEOID HEIGHT    -        -17.546 (meters)                     GEOID18
 NP0544  DYNAMIC HEIGHT  -       1123.876 (meters)     3687.25  (feet) COMP
 NP0544  MODELED GRAVITY -    980,045.2   (mgal)                       NAVD 88
 NP0544
 NP0544  VERT ORDER      -  FIRST     CLASS II
 NP0544
 NP0544.The horizontal coordinates were scaled from a map and have
 NP0544.an estimated accuracy of +/- 6 seconds.
 NP0544
 NP0544.The orthometric height was determined by differential leveling and
 NP0544.adjusted by the NATIONAL GEODETIC SURVEY
 NP0544.in June 1991.
 NP0544
 NP0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0544.GEOID18 height accuracy estimate available here.
 NP0544
 NP0544.Click photographs - Photos may exist for this station.
 NP0544
 NP0544.The dynamic height is computed by dividing the NAVD 88
 NP0544.geopotential number by the normal gravity value computed on the
 NP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0544.degrees latitude (g = 980.6199 gals.).
 NP0544
 NP0544.The modeled gravity was interpolated from observed gravity values.
 NP0544
 NP0544;                    North         East    Units  Estimated Accuracy
 NP0544;SPC NE       -   321,790.      220,080.      MT  (+/- 180 meters Scaled)
 NP0544
 NP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH297266(NAD 83)
 NP0544
 NP0544                          SUPERSEDED SURVEY CONTROL
 NP0544
 NP0544.No superseded survey control is available for this station.
 NP0544
 NP0544_MARKER: F = FLANGE-ENCASED ROD
 NP0544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0544_STAMPING: C 416 1985
 NP0544_MARK LOGO: NGS
 NP0544_PROJECTION: FLUSH
 NP0544_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0544+STABILITY: POSITION/ELEVATION WELL
 NP0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0544+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0544_ROD/PIPE-DEPTH: 9.8 meters
 NP0544_SLEEVE-DEPTH  : 6.1 meters
 NP0544
 NP0544  HISTORY     - Date     Condition        Report By
 NP0544  HISTORY     - 1985     MONUMENTED       NGS
 NP0544  HISTORY     - 19991006 GOOD             NGS
 NP0544
 NP0544                          STATION DESCRIPTION
 NP0544
 NP0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0544'IN CRAWFORD.
 NP0544'IN CRAWFORD, AT THE PONDEROSA VILLA (SENIOR CITIZENS HOME), AT THE
 NP0544'WEST END OF PADDOCK STREET, IN THE MIDDLE OF A STRIP OF GRASSEY
 NP0544'MEDIUM, AT THE FLAG POLE, 11.3 METERS (37 FT) WEST OF THE CENTER OF
 NP0544'FIRST STREET, 1.4 METERS (4.5 FT) WEST OF THE FLAGPOLE, 0.9 METER (3
 NP0544'FT) EAST OF THE EAST CURB OF THE PARKING LOT, 2.1 METERS (7 FT) WEST
 NP0544'OF THE WEST FACE OF THE PONDEROSA VILLA SIGN, 12.5 METERS (41 FT)
 NP0544'NORTH OF THE SOUTH GRASSEY ISLAND CURB AND 12.2 METERS (40 FT) SOUTH
 NP0544'OF THE NORTH GRASSEY ISLAND CURB.
 NP0544'THE MARK IS 0.4 M ABOVE THE STREET.
 NP0544
 NP0544                          STATION RECOVERY (1999)
 NP0544
 NP0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0544'IN CRAWFORD, AT THE INTERSECTION OF FIRST AND PADDOCK STREETS, 11.5 M
 NP0544'(37.7 FT) WEST OF THE CENTER OF FIRST STREET, 2.3 M (7.5 FT) NORTHWEST
 NP0544'OF THE NORTHWEST LEG OF A SIGN (PONDEROSA VILLA), 1.3 M (4.3 FT) WEST
 NP0544'OF A FLAG POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREETS, AND ON
 NP0544'THE EXTENDED CENTER OF PADDOCK STREET.  NOTE--ACCESS TO THE DATUM
 NP0544'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS A BASIC NET A
 NP0544'JUNCTION MARK.  THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0570 ***********************************************************************
 NP0570  DESIGNATION -  C 417
 NP0570  PID         -  NP0570
 NP0570  STATE/COUNTY-  NE/BOX BUTTE
 NP0570  COUNTRY     -  US
 NP0570  USGS QUAD   -  HEMINGFORD (2017)
 NP0570
 NP0570                         *CURRENT SURVEY CONTROL
 NP0570  ______________________________________________________________________
 NP0570* NAD 83(1986) POSITION- 42 15 59.     (N) 103 01 18.     (W)   SCALED
 NP0570* NAVD 88 ORTHO HEIGHT -  1264.928 (meters)     4150.02  (feet) ADJUSTED
 NP0570  ______________________________________________________________________
 NP0570  GEOID HEIGHT    -        -18.370 (meters)                     GEOID18
 NP0570  DYNAMIC HEIGHT  -       1264.189 (meters)     4147.59  (feet) COMP
 NP0570  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 NP0570
 NP0570  VERT ORDER      -  FIRST     CLASS II
 NP0570
 NP0570.The horizontal coordinates were scaled from a map and have
 NP0570.an estimated accuracy of +/- 6 seconds.
 NP0570
 NP0570.The orthometric height was determined by differential leveling and
 NP0570.adjusted by the NATIONAL GEODETIC SURVEY
 NP0570.in June 1991.
 NP0570
 NP0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0570.GEOID18 height accuracy estimate available here.
 NP0570
 NP0570.Click photographs - Photos may exist for this station.
 NP0570
 NP0570.The dynamic height is computed by dividing the NAVD 88
 NP0570.geopotential number by the normal gravity value computed on the
 NP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0570.degrees latitude (g = 980.6199 gals.).
 NP0570
 NP0570.The modeled gravity was interpolated from observed gravity values.
 NP0570
 NP0570;                    North         East    Units  Estimated Accuracy
 NP0570;SPC NE       -   274,490.      250,810.      MT  (+/- 180 meters Scaled)
 NP0570
 NP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG631812(NAD 83)
 NP0570
 NP0570                          SUPERSEDED SURVEY CONTROL
 NP0570
 NP0570.No superseded survey control is available for this station.
 NP0570
 NP0570_MARKER: I = METAL ROD
 NP0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0570_STAMPING: C 417 1985
 NP0570_MARK LOGO: NGS
 NP0570_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0570_ROD/PIPE-DEPTH: 4.3 meters
 NP0570
 NP0570  HISTORY     - Date     Condition        Report By
 NP0570  HISTORY     - 1985     MONUMENTED       NGS
 NP0570
 NP0570                          STATION DESCRIPTION
 NP0570
 NP0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0570'7.4 KM (4.6 MI) SE FROM HEMINGFORD.
 NP0570'7.4 KM (4.6 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 NP0570'STATE HIGHWAY 87 AT HEMINGFORD, AT THE NORTHWEST END OF THE SOUTHWEST
 NP0570'GUARD RAIL FOR THE CULVERT 07163 OVER HEMINGFORD CREEK, 12.19 METERS
 NP0570'(40 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 38.87 METERS (124.2 FT)
 NP0570'NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF THE
 NP0570'CULVERT, 0.97 METERS (3.2 FT) SOUTH OF THE NORTHWEST END OF THE GUARD
 NP0570'RAIL AND 0.97 METER (3.2 FT) SOUTHWEST OF THE GUARD RAIL.
 NP0570'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0570'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NP0570'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0365 ***********************************************************************
 MN0365  DESIGNATION -  C 418
 MN0365  PID         -  MN0365
 MN0365  STATE/COUNTY-  NE/MORRILL
 MN0365  COUNTRY     -  US
 MN0365  USGS QUAD   -  DALTON (2017)
 MN0365
 MN0365                         *CURRENT SURVEY CONTROL
 MN0365  ______________________________________________________________________
 MN0365* NAD 83(1986) POSITION- 41 28 43.     (N) 102 59 00.     (W)   SCALED
 MN0365* NAVD 88 ORTHO HEIGHT -  1236.269 (meters)     4055.99  (feet) ADJUSTED
 MN0365  ______________________________________________________________________
 MN0365  GEOID HEIGHT    -        -19.731 (meters)                     GEOID18
 MN0365  DYNAMIC HEIGHT  -       1235.440 (meters)     4053.27  (feet) COMP
 MN0365  MODELED GRAVITY -    979,910.2   (mgal)                       NAVD 88
 MN0365
 MN0365  VERT ORDER      -  FIRST     CLASS II
 MN0365
 MN0365.The horizontal coordinates were scaled from a map and have
 MN0365.an estimated accuracy of +/- 6 seconds.
 MN0365
 MN0365.The orthometric height was determined by differential leveling and
 MN0365.adjusted by the NATIONAL GEODETIC SURVEY
 MN0365.in June 1991.
 MN0365
 MN0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0365.GEOID18 height accuracy estimate available here.
 MN0365
 MN0365.Click photographs - Photos may exist for this station.
 MN0365
 MN0365.The dynamic height is computed by dividing the NAVD 88
 MN0365.geopotential number by the normal gravity value computed on the
 MN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0365.degrees latitude (g = 980.6199 gals.).
 MN0365
 MN0365.The modeled gravity was interpolated from observed gravity values.
 MN0365
 MN0365;                    North         East    Units  Estimated Accuracy
 MN0365;SPC NE       -   186,970.      250,960.      MT  (+/- 180 meters Scaled)
 MN0365
 MN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF683938(NAD 83)
 MN0365
 MN0365                          SUPERSEDED SURVEY CONTROL
 MN0365
 MN0365.No superseded survey control is available for this station.
 MN0365
 MN0365_MARKER: DV = VERTICAL CONTROL DISK
 MN0365_SETTING: 66 = SET IN ROCK OUTCROP
 MN0365_STAMPING: C 418 1985
 MN0365_MARK LOGO: NGS
 MN0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0365+STABILITY: POSITION/ELEVATION WELL
 MN0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0365+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0365
 MN0365  HISTORY     - Date     Condition        Report By
 MN0365  HISTORY     - 1985     MONUMENTED       NGS
 MN0365  HISTORY     - 20070417 GOOD             NEDR
 MN0365
 MN0365                          STATION DESCRIPTION
 MN0365
 MN0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0365'8.5 KM (5.3 MI) NORTH FROM DALTON.
 MN0365'8.5 KM (5.3 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0365'DALTON, AT A LONE PORTION OF OUTCROP ALONG THE RIGHT OF WAY FENCE AND
 MN0365'AT THE SOUTH END OF A CUT BANK, IN THE TOP CENTER OF A 3 BY 5 FOOT
 MN0365'PORTION OF THE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND,
 MN0365'36.6 METERS (120 FT) EAST OF THE HIGHWAY CENTERLINE, 7.9 METERS (26
 MN0365'FT) WEST OF A FENCE AND 7.6 METERS (25 FT) WEST OF A CONCRETE RIGHT OF
 MN0365'WAY MARKER.
 MN0365'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0365'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 MN0365
 MN0365                          STATION RECOVERY (2007)
 MN0365
 MN0365'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0365'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0387 ***********************************************************************
 MN0387  DESIGNATION -  C 419
 MN0387  PID         -  MN0387
 MN0387  STATE/COUNTY-  NE/CHEYENNE
 MN0387  COUNTRY     -  US
 MN0387  USGS QUAD   -  LORENZO (2017)
 MN0387
 MN0387                         *CURRENT SURVEY CONTROL
 MN0387  ______________________________________________________________________
 MN0387* NAD 83(1986) POSITION- 41 04 12.     (N) 103 03 26.     (W)   SCALED
 MN0387* NAVD 88 ORTHO HEIGHT -  1328.155 (meters)     4357.46  (feet) ADJUSTED
 MN0387  ______________________________________________________________________
 MN0387  GEOID HEIGHT    -        -19.663 (meters)                     GEOID18
 MN0387  DYNAMIC HEIGHT  -       1327.204 (meters)     4354.34  (feet) COMP
 MN0387  MODELED GRAVITY -    979,861.8   (mgal)                       NAVD 88
 MN0387
 MN0387  VERT ORDER      -  FIRST     CLASS II
 MN0387
 MN0387.The horizontal coordinates were scaled from a map and have
 MN0387.an estimated accuracy of +/- 6 seconds.
 MN0387
 MN0387.The orthometric height was determined by differential leveling and
 MN0387.adjusted by the NATIONAL GEODETIC SURVEY
 MN0387.in June 1991.
 MN0387
 MN0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0387.GEOID18 height accuracy estimate available here.
 MN0387
 MN0387.Click photographs - Photos may exist for this station.
 MN0387
 MN0387.The dynamic height is computed by dividing the NAVD 88
 MN0387.geopotential number by the normal gravity value computed on the
 MN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0387.degrees latitude (g = 980.6199 gals.).
 MN0387
 MN0387.The modeled gravity was interpolated from observed gravity values.
 MN0387
 MN0387;                    North         East    Units  Estimated Accuracy
 MN0387;SPC NE       -   141,840.      243,190.      MT  (+/- 180 meters Scaled)
 MN0387
 MN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF632483(NAD 83)
 MN0387
 MN0387                          SUPERSEDED SURVEY CONTROL
 MN0387
 MN0387.No superseded survey control is available for this station.
 MN0387
 MN0387_MARKER: I = METAL ROD
 MN0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0387_STAMPING: C 419 1985
 MN0387_MARK LOGO: NGS
 MN0387_PROJECTION: FLUSH
 MN0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0387_ROD/PIPE-DEPTH: 13.1 meters
 MN0387
 MN0387  HISTORY     - Date     Condition        Report By
 MN0387  HISTORY     - 1985     MONUMENTED       NGS
 MN0387
 MN0387                          STATION DESCRIPTION
 MN0387
 MN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0387'13.2 KM (8.2 MI) SW FROM SIDNEY.
 MN0387'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0387'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 9.4 KM
 MN0387'(5.83 MI) SOUTHWEST ALONG STATE ROUTE 19, AT THE SOUTH-SOUTHWEST END
 MN0387'OF A LONG LOW RAILROAD CUT, AT THE NORTH-NORTHEAST END OF THE LORENZO
 MN0387'SIDING, 2.66 KM (1.65 MI) NORTH-NORTHEAST OF THE CENTER OF THE
 MN0387'INTERSECTION OF A GRAVEL ROAD AT LORENZO, 53.0 METERS (174 FT)
 MN0387'WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 121.9 METERS (400 FT)
 MN0387'WEST-SOUTHWEST OF MILEPOST 5, 23.3 METERS (76.5 FT) NORTHWEST OF THE
 MN0387'NORTH CORNER OF A SWITCHMANS BOOTH FOR EAST LORENZO, 22.9 METERS (75
 MN0387'FT) WEST-SOUTHWEST OF A RAILROAD SEMIPHORE AND 17.1 METERS (56 FT)
 MN0387'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL.  NOTE--ACCESS TO DATUM
 MN0387'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0387'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 MN0387'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0398 ***********************************************************************
 MN0398  DESIGNATION -  C 422
 MN0398  PID         -  MN0398
 MN0398  STATE/COUNTY-  NE/DEUEL
 MN0398  COUNTRY     -  US
 MN0398  USGS QUAD   -  BARTON (2017)
 MN0398
 MN0398                         *CURRENT SURVEY CONTROL
 MN0398  ______________________________________________________________________
 MN0398* NAD 83(1986) POSITION- 41 01 42.21   (N) 102 11 09.16   (W)   HD_HELD1
 MN0398* NAVD 88 ORTHO HEIGHT -  1043.017 (meters)     3421.96  (feet) ADJUSTED
 MN0398  ______________________________________________________________________
 MN0398  GEOID HEIGHT    -        -20.527 (meters)                     GEOID18
 MN0398  DYNAMIC HEIGHT  -       1042.338 (meters)     3419.74  (feet) COMP
 MN0398  MODELED GRAVITY -    979,937.4   (mgal)                       NAVD 88
 MN0398
 MN0398  VERT ORDER      -  FIRST     CLASS II
 MN0398
 MN0398.The horizontal coordinates were determined by differentially corrected
 MN0398.hand held GPS observations or other comparable positioning techniques
 MN0398.and have an estimated accuracy of +/- 3 meters.
 MN0398
 MN0398.The orthometric height was determined by differential leveling and
 MN0398.adjusted by the NATIONAL GEODETIC SURVEY
 MN0398.in June 1991.
 MN0398
 MN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0398.GEOID18 height accuracy estimate available here.
 MN0398
 MN0398.Click photographs - Photos may exist for this station.
 MN0398
 MN0398.The dynamic height is computed by dividing the NAVD 88
 MN0398.geopotential number by the normal gravity value computed on the
 MN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0398.degrees latitude (g = 980.6199 gals.).
 MN0398
 MN0398.The modeled gravity was interpolated from observed gravity values.
 MN0398
 MN0398;                    North         East    Units  Estimated Accuracy
 MN0398;SPC NE       -   135,006.0     316,245.7     MT  (+/- 3 meters HH1 GPS) 
 MN0398
 MN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3658345724(NAD 83)
 MN0398
 MN0398                          SUPERSEDED SURVEY CONTROL
 MN0398
 MN0398  NGVD 29 (02/14/92) 1042.553  (m)         3420.44   (f) ADJUSTED    1 2
 MN0398
 MN0398.Superseded values are not recommended for survey control.
 MN0398
 MN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0398.See file dsdata.pdf to determine how the superseded data were derived.
 MN0398
 MN0398_MARKER: I = METAL ROD
 MN0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0398_STAMPING: C 422 1986
 MN0398_MARK LOGO: NGS
 MN0398_PROJECTION: FLUSH
 MN0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0398_ROD/PIPE-DEPTH: 8.5 meters
 MN0398
 MN0398  HISTORY     - Date     Condition        Report By
 MN0398  HISTORY     - 1986     MONUMENTED       NGS
 MN0398
 MN0398                          STATION DESCRIPTION
 MN0398
 MN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0398'8.1 KM (5.05 MI) NE FROM JULESBURG CO.
 MN0398'8.1 KM (5.0 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 MN0398'HIGHWAY 385 SOUTH IN JULESBURG COLORADO, AT THE SOUTHWEST END OF A
 MN0398'4-CHANNEL BOX CULVERT UNDER I-80 EAST BOUND, 0.48 KM (0.3 MI)
 MN0398'SOUTHWEST OF THE I-80 OVERPASS BRIDGE OVER US HIGHWAY 138, 17.0 METERS
 MN0398'(55.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT)
 MN0398'SOUTHWEST OF A CORNER FENCE POST, 0.04 METER (0.15 FT) SOUTHEAST OF
 MN0398'THE RIGHT OF WAY FENCE AND 25.6 METERS (84 FT) SOUTHWEST OF THE
 MN0398'SOUTHWEST CORNER OF A 4-CHANNEL BOX CULVERT HEADWALL.  NOTE--ACCESS TO
 MN0398'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0398'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 MN0398'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0952 ***********************************************************************
 LH0952  DESIGNATION -  C 423
 LH0952  PID         -  LH0952
 LH0952  STATE/COUNTY-  NE/FURNAS
 LH0952  COUNTRY     -  US
 LH0952  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0952
 LH0952                         *CURRENT SURVEY CONTROL
 LH0952  ______________________________________________________________________
 LH0952* NAD 83(1986) POSITION- 40 02 50.72   (N) 099 53 30.59   (W)   HD_HELD1
 LH0952* NAVD 88 ORTHO HEIGHT -   670.246 (meters)     2198.97  (feet) ADJUSTED
 LH0952  ______________________________________________________________________
 LH0952  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 LH0952  DYNAMIC HEIGHT  -        669.815 (meters)     2197.55  (feet) COMP
 LH0952  MODELED GRAVITY -    979,961.5   (mgal)                       NAVD 88
 LH0952
 LH0952  VERT ORDER      -  FIRST     CLASS II
 LH0952
 LH0952.The horizontal coordinates were determined by differentially corrected
 LH0952.hand held GPS observations or other comparable positioning techniques
 LH0952.and have an estimated accuracy of +/- 3 meters.
 LH0952
 LH0952.The orthometric height was determined by differential leveling and
 LH0952.adjusted by the NATIONAL GEODETIC SURVEY
 LH0952.in June 1991.
 LH0952
 LH0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0952.GEOID18 height accuracy estimate available here.
 LH0952
 LH0952.Click photographs - Photos may exist for this station.
 LH0952
 LH0952.The dynamic height is computed by dividing the NAVD 88
 LH0952.geopotential number by the normal gravity value computed on the
 LH0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0952.degrees latitude (g = 980.6199 gals.).
 LH0952
 LH0952.The modeled gravity was interpolated from observed gravity values.
 LH0952
 LH0952;                    North         East    Units  Estimated Accuracy
 LH0952;SPC NE       -    23,777.5     509,230.4     MT  (+/- 3 meters HH1 GPS) 
 LH0952
 LH0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2392533401(NAD 83)
 LH0952
 LH0952                          SUPERSEDED SURVEY CONTROL
 LH0952
 LH0952  NGVD 29 (02/14/92)  669.971  (m)         2198.06   (f) ADJUSTED    1 2
 LH0952
 LH0952.Superseded values are not recommended for survey control.
 LH0952
 LH0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0952.See file dsdata.pdf to determine how the superseded data were derived.
 LH0952
 LH0952_MARKER: F = FLANGE-ENCASED ROD
 LH0952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0952_STAMPING: C 423 1986
 LH0952_MARK LOGO: NGS
 LH0952_PROJECTION: FLUSH
 LH0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0952+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 LH0952_ROD/PIPE-DEPTH: 15.8 meters
 LH0952
 LH0952  HISTORY     - Date     Condition        Report By
 LH0952  HISTORY     - 1986     MONUMENTED       NGS
 LH0952  HISTORY     - 20200203 GOOD             NEGS
 LH0952
 LH0952                          STATION DESCRIPTION
 LH0952
 LH0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0952'29.0 KM (18.0 MI) SOUTH FROM ARAPAHOE.
 LH0952'29.05 KM (18.15 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0952'HIGHWAYS 6 AND 34 AT ARAPAHOE, AT THE SOUTH END OF A LONG LOW CUT,
 LH0952'0.34 KM (0.2 MI) NORTH OF MILEPOST 3, 0.2 KM (0.15 MI) NORTH OF THE
 LH0952'CROSSING OF SAPPA CREEK, 33.7 METERS (110.5 FT) WEST OF THE HIGHWAY
 LH0952'CENTERLINE, 24.7 METERS (81 FT) NORTHWEST OF THE CENTER OF A PRIVATE
 LH0952'DRIVEWAY LEADING SOUTHWEST TO A FARM HOUSE, 2.0 METERS (6.5 FT) NORTH
 LH0952'OF THE NORTH END OF A WIRE GATE AND 0.5 METER (1.5 FT) EAST OF THE
 LH0952'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0952'5-INCH LOGO CAP.
 LH0952'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0952'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0952
 LH0952                          STATION RECOVERY (2020)
 LH0952
 LH0952'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LH0952'THE MARK IS LOCATED NEAR A ROW OF TALL EVERGREEN TREES.
 LH0952'
 LH0952'TO REACH FROM THE JUNCTION OF US 283 AND N 89 3 MI (4.8 KM) WEST OF
 LH0952'BEAVER CITY, GO SOUTH ON US 283 FOR 5.81 MI (9.35 KM) TO A DRIVEWAY
 LH0952'AND PASTURE DRIVE ON THE RIGHT (WEST) AND THE MARK NEAR THE WEST ROW
 LH0952'FENCE.
 LH0952'
 LH0952'IT IS NEAR MILE POST 3+2 ON US 283, 1 FT (0.3 M) SOUTH OF A ORANGE
 LH0952'FIBER WITNESS, 1.5 FT (0.5 M) EAST OF RIGHT-OF-WAY FENCE, 15 FT (4.6
 LH0952'M) NORTH OF THE CENTERLINE OF PASTURE DRIVE, 25 FT (7.6 M) NORTH OF A
 LH0952'RIGHT-OF-WAY MARKER AND 110.5 FT (33.7 M) WEST OF THE CENTERLINE OF
 LH0952'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0321 ***********************************************************************
 MM0321  DESIGNATION -  C 424
 MM0321  PID         -  MM0321
 MM0321  STATE/COUNTY-  NE/KEITH
 MM0321  COUNTRY     -  US
 MM0321  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0321
 MM0321                         *CURRENT SURVEY CONTROL
 MM0321  ______________________________________________________________________
 MM0321* NAD 83(1986) POSITION- 41 07 24.     (N) 101 19 30.     (W)   SCALED
 MM0321* NAVD 88 ORTHO HEIGHT -   928.521 (meters)     3046.32  (feet) ADJUSTED
 MM0321  ______________________________________________________________________
 MM0321  GEOID HEIGHT    -        -21.681 (meters)                     GEOID18
 MM0321  DYNAMIC HEIGHT  -        927.946 (meters)     3044.44  (feet) COMP
 MM0321  MODELED GRAVITY -    979,973.3   (mgal)                       NAVD 88
 MM0321
 MM0321  VERT ORDER      -  FIRST     CLASS II
 MM0321
 MM0321.The horizontal coordinates were scaled from a map and have
 MM0321.an estimated accuracy of +/- 6 seconds.
 MM0321
 MM0321.The orthometric height was determined by differential leveling and
 MM0321.adjusted by the NATIONAL GEODETIC SURVEY
 MM0321.in June 1991.
 MM0321
 MM0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0321.GEOID18 height accuracy estimate available here.
 MM0321
 MM0321.Click photographs - Photos may exist for this station.
 MM0321
 MM0321.The dynamic height is computed by dividing the NAVD 88
 MM0321.geopotential number by the normal gravity value computed on the
 MM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0321.degrees latitude (g = 980.6199 gals.).
 MM0321
 MM0321.The modeled gravity was interpolated from observed gravity values.
 MM0321
 MM0321;                    North         East    Units  Estimated Accuracy
 MM0321;SPC NE       -   144,080.      388,770.      MT  (+/- 180 meters Scaled)
 MM0321
 MM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL048550(NAD 83)
 MM0321
 MM0321                          SUPERSEDED SURVEY CONTROL
 MM0321
 MM0321  NGVD 29 (02/14/92)  928.107  (m)         3044.96   (f) ADJUSTED    1 2
 MM0321
 MM0321.Superseded values are not recommended for survey control.
 MM0321
 MM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0321.See file dsdata.pdf to determine how the superseded data were derived.
 MM0321
 MM0321_MARKER: I = METAL ROD
 MM0321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0321_STAMPING: C 424 1986
 MM0321_MARK LOGO: NGS
 MM0321_PROJECTION: FLUSH
 MM0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0321_ROD/PIPE-DEPTH: 17.0 meters
 MM0321
 MM0321  HISTORY     - Date     Condition        Report By
 MM0321  HISTORY     - 1986     MONUMENTED       NGS
 MM0321
 MM0321                          STATION DESCRIPTION
 MM0321
 MM0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0321'2.6 KM (1.6 MI) EAST FROM PAXTON.
 MM0321'2.60 KM (1.63 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0321'STATE ROUTE 51 C AT PAXTON, 0.4 METER (1.5 FT) EAST OF THE UNION
 MM0321'PACIFIC RAILROAD MILEPOLE 314, 30.3 METERS (99.5 FT) SOUTH OF THE
 MM0321'HIGHWAY CENTERLINE, 45.8 METERS (150.5 FT) EAST OF THE NORTH END OF A
 MM0321'CULVERT PIPE 31404 UNDER THE RAILROAD, 35.3 METERS (116 FT) SOUTHEAST
 MM0321'OF MILEPOST 147 AND 11.4 METERS (37.5 FT) NORTH OF THE NORTH RAIL.
 MM0321'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0321'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0321'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0978 ***********************************************************************
 LH0978  DESIGNATION -  C 425
 LH0978  PID         -  LH0978
 LH0978  STATE/COUNTY-  NE/GOSPER
 LH0978  COUNTRY     -  US
 LH0978  USGS QUAD   -  ELWOOD (2017)
 LH0978
 LH0978                         *CURRENT SURVEY CONTROL
 LH0978  ______________________________________________________________________
 LH0978* NAD 83(1986) POSITION- 40 34 09.1    (N) 099 52 16.5    (W)   HD_HELD2
 LH0978* NAVD 88 ORTHO HEIGHT -   780.854 (meters)     2561.85  (feet) ADJUSTED
 LH0978  ______________________________________________________________________
 LH0978  GEOID HEIGHT    -        -24.289 (meters)                     GEOID18
 LH0978  DYNAMIC HEIGHT  -        780.353 (meters)     2560.21  (feet) COMP
 LH0978  MODELED GRAVITY -    979,956.9   (mgal)                       NAVD 88
 LH0978
 LH0978  VERT ORDER      -  FIRST     CLASS II
 LH0978
 LH0978.The horizontal coordinates were established by autonomous hand held GPS
 LH0978.observations and have an estimated accuracy of +/- 10 meters.
 LH0978
 LH0978.The orthometric height was determined by differential leveling and
 LH0978.adjusted by the NATIONAL GEODETIC SURVEY
 LH0978.in June 1991.
 LH0978
 LH0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0978.GEOID18 height accuracy estimate available here.
 LH0978
 LH0978.Click photographs - Photos may exist for this station.
 LH0978
 LH0978.The dynamic height is computed by dividing the NAVD 88
 LH0978.geopotential number by the normal gravity value computed on the
 LH0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0978.degrees latitude (g = 980.6199 gals.).
 LH0978
 LH0978.The modeled gravity was interpolated from observed gravity values.
 LH0978
 LH0978;                    North         East    Units  Estimated Accuracy
 LH0978;SPC NE       -    81,711.      510,900.      MT  (+/- 10 meters HH2 GPS)
 LH0978
 LH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2625191300(NAD 83)
 LH0978
 LH0978                          SUPERSEDED SURVEY CONTROL
 LH0978
 LH0978  NGVD 29 (02/14/92)  780.546  (m)         2560.84   (f) ADJUSTED    1 2
 LH0978
 LH0978.Superseded values are not recommended for survey control.
 LH0978
 LH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0978.See file dsdata.pdf to determine how the superseded data were derived.
 LH0978
 LH0978_MARKER: I = METAL ROD
 LH0978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0978_STAMPING: C 425 1986
 LH0978_MARK LOGO: NGS
 LH0978_PROJECTION: FLUSH
 LH0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0978_ROD/PIPE-DEPTH: 6.1 meters
 LH0978
 LH0978  HISTORY     - Date     Condition        Report By
 LH0978  HISTORY     - 1986     MONUMENTED       NGS
 LH0978  HISTORY     - 20060513 GOOD             GEOCAC
 LH0978
 LH0978                          STATION DESCRIPTION
 LH0978
 LH0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0978'2.3 KM (1.4 MI) SOUTH FROM ELWOOD.
 LH0978'2.28 KM (1.42 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0978'COURTHOUSE AT ELWOOD, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 LH0978'DIRT ROAD LEADING SOUTHEAST, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 40,
 LH0978'36.6 METERS (120 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 20.5 METERS
 LH0978'(67.5 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.0 METERS (3.5 FT)
 LH0978'SOUTHWEST OF A FENCE CORNER AND 0.3 METER (1 FT) NORTHWEST OF THE
 LH0978'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0978'5-INCH LOGO CAP.
 LH0978'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0978'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LH0978
 LH0978                          STATION RECOVERY (2006)
 LH0978
 LH0978'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0978'FOUND 67.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 426.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0999 ***********************************************************************
 LH0999  DESIGNATION -  C 426
 LH0999  PID         -  LH0999
 LH0999  STATE/COUNTY-  NE/DAWSON
 LH0999  COUNTRY     -  US
 LH0999  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0999
 LH0999                         *CURRENT SURVEY CONTROL
 LH0999  ______________________________________________________________________
 LH0999* NAD 83(1986) POSITION- 40 48 52.     (N) 099 52 22.     (W)   SCALED
 LH0999* NAVD 88 ORTHO HEIGHT -   745.817 (meters)     2446.90  (feet) ADJUSTED
 LH0999  ______________________________________________________________________
 LH0999  GEOID HEIGHT    -        -23.628 (meters)                     GEOID18
 LH0999  DYNAMIC HEIGHT  -        745.378 (meters)     2445.46  (feet) COMP
 LH0999  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 LH0999
 LH0999  VERT ORDER      -  FIRST     CLASS II
 LH0999
 LH0999.The horizontal coordinates were scaled from a map and have
 LH0999.an estimated accuracy of +/- 6 seconds.
 LH0999
 LH0999.The orthometric height was determined by differential leveling and
 LH0999.adjusted by the NATIONAL GEODETIC SURVEY
 LH0999.in June 1991.
 LH0999
 LH0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0999.GEOID18 height accuracy estimate available here.
 LH0999
 LH0999.Click photographs - Photos may exist for this station.
 LH0999
 LH0999.The dynamic height is computed by dividing the NAVD 88
 LH0999.geopotential number by the normal gravity value computed on the
 LH0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0999.degrees latitude (g = 980.6199 gals.).
 LH0999
 LH0999.The modeled gravity was interpolated from observed gravity values.
 LH0999
 LH0999;                    North         East    Units  Estimated Accuracy
 LH0999;SPC NE       -   108,940.      510,730.      MT  (+/- 180 meters Scaled)
 LH0999
 LH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML263185(NAD 83)
 LH0999
 LH0999                          SUPERSEDED SURVEY CONTROL
 LH0999
 LH0999  NGVD 29 (02/14/92)  745.527  (m)         2445.95   (f) ADJUSTED    1 2
 LH0999
 LH0999.Superseded values are not recommended for survey control.
 LH0999
 LH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0999.See file dsdata.pdf to determine how the superseded data were derived.
 LH0999
 LH0999_MARKER: I = METAL ROD
 LH0999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0999_STAMPING: C 426 1986
 LH0999_MARK LOGO: NGS
 LH0999_PROJECTION: FLUSH
 LH0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0999_ROD/PIPE-DEPTH: 15.8 meters
 LH0999
 LH0999  HISTORY     - Date     Condition        Report By
 LH0999  HISTORY     - 1986     MONUMENTED       NGS
 LH0999  HISTORY     - 19981028 GOOD             LOCENG
 LH0999
 LH0999                          STATION DESCRIPTION
 LH0999
 LH0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0999'12.1 KM (7.5 MI) NW FROM LEXINGTON.
 LH0999'12.15 KM (7.5 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0999'283 OVERPASS BRIDGE AT LEXINGTON, 0.70 KM (0.43 MI) SOUTHEAST OF
 LH0999'MILEPOST 230, 27.7 METERS (90.8 FT) SOUTHWEST OF THE HIGHWAY
 LH0999'CENTERLINE, 12.7 METERS (41.7 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LH0999'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 1.8 METERS
 LH0999'(6 FT) SOUTHEAST OF A GUYED TELEPHONE POLE AND 56.4 METERS (185 FT)
 LH0999'EAST-SOUTHEAST OF RAILROAD CULVERT 231.73.  NOTE--ACCESS TO DATUM
 LH0999'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0999'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH0999'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0999
 LH0999                          STATION RECOVERY (1998)
 LH0999
 LH0999'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LH0999'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0999'TRACK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1134 ***********************************************************************
 AI1134  DESIGNATION -  C 426 RESET
 AI1134  PID         -  AI1134
 AI1134  STATE/COUNTY-  NE/DAWSON
 AI1134  COUNTRY     -  US
 AI1134  USGS QUAD   -  LEXINGTON WEST (2017)
 AI1134
 AI1134                         *CURRENT SURVEY CONTROL
 AI1134  ______________________________________________________________________
 AI1134* NAD 83(1986) POSITION- 40 48 52.     (N) 099 52 22.     (W)   SCALED
 AI1134* NAVD 88 ORTHO HEIGHT -   745.90  (meters)     2447.2   (feet) RESET
 AI1134  ______________________________________________________________________
 AI1134  GEOID HEIGHT    -        -23.628 (meters)                     GEOID18
 AI1134  VERT ORDER      -  THIRD
 AI1134
 AI1134.The horizontal coordinates were scaled from a map and have
 AI1134.an estimated accuracy of +/- 6 seconds.
 AI1134
 AI1134.The orthometric height was computed from unverified reset data.
 AI1134
 AI1134.No vertical observational check was made to the station.
 AI1134
 AI1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1134.GEOID18 height accuracy estimate available here.
 AI1134
 AI1134.Click photographs - Photos may exist for this station.
 AI1134
 AI1134;                    North         East    Units  Estimated Accuracy
 AI1134;SPC NE       -   108,940.      510,730.      MT  (+/- 180 meters Scaled)
 AI1134
 AI1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML263185(NAD 83)
 AI1134
 AI1134                          SUPERSEDED SURVEY CONTROL
 AI1134
 AI1134.No superseded survey control is available for this station.
 AI1134
 AI1134_MARKER: DV = VERTICAL CONTROL DISK
 AI1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1134_STAMPING: C 426 RESET 1998
 AI1134_MARK LOGO: NGS
 AI1134_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1134+STABILITY: SURFACE MOTION
 AI1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1134+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1134
 AI1134  HISTORY     - Date     Condition        Report By
 AI1134  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1134
 AI1134                          STATION DESCRIPTION
 AI1134
 AI1134'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1134'7.5 MI (12.1 KM) NORTHWEST ON U.S.  HIGHWAY 30 FROM THE U.S.  HIGHWAY
 AI1134'283 OVERPASS, AT LEXINGTON, TO THE MARK ON THE LEFT, AT HIGHWAY
 AI1134'MILEPOST 230+50, ON HIGHWAY RIGHT-OF-WAY AND IN THE SE1/4, SEC24,
 AI1134'T10N, R23W, A STANDARD DISK SET INTO THE TOP OF A SQUARE CONCRETE
 AI1134'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71.5 FT (21.8
 AI1134'M) EAST OF THE EXTENDED CENTERLINE OF A FARM DRIVE LEADING SOUTH, 70.0
 AI1134'FT (21.3 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FT (0.9 M)
 AI1134'SOUTHEAST OF A RIGHT-OF-WAY MARKER POST AND 1.80 FT (0.55 M) NORTH OF
 AI1134'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0354 ***********************************************************************
 MM0354  DESIGNATION -  C 427
 MM0354  PID         -  MM0354
 MM0354  STATE/COUNTY-  NE/LINCOLN
 MM0354  COUNTRY     -  US
 MM0354  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0354
 MM0354                         *CURRENT SURVEY CONTROL
 MM0354  ______________________________________________________________________
 MM0354* NAD 83(1986) POSITION- 41 07 44.     (N) 100 44 03.     (W)   SCALED
 MM0354* NAVD 88 ORTHO HEIGHT -   850.110 (meters)     2789.07  (feet) ADJUSTED
 MM0354  ______________________________________________________________________
 MM0354  GEOID HEIGHT    -        -22.224 (meters)                     GEOID18
 MM0354  DYNAMIC HEIGHT  -        849.614 (meters)     2787.44  (feet) COMP
 MM0354  MODELED GRAVITY -    980,011.9   (mgal)                       NAVD 88
 MM0354
 MM0354  VERT ORDER      -  FIRST     CLASS II
 MM0354
 MM0354.The horizontal coordinates were scaled from a map and have
 MM0354.an estimated accuracy of +/- 6 seconds.
 MM0354
 MM0354.The orthometric height was determined by differential leveling and
 MM0354.adjusted by the NATIONAL GEODETIC SURVEY
 MM0354.in June 1994.
 MM0354
 MM0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0354.GEOID18 height accuracy estimate available here.
 MM0354
 MM0354.Click photographs - Photos may exist for this station.
 MM0354
 MM0354.The dynamic height is computed by dividing the NAVD 88
 MM0354.geopotential number by the normal gravity value computed on the
 MM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0354.degrees latitude (g = 980.6199 gals.).
 MM0354
 MM0354.The modeled gravity was interpolated from observed gravity values.
 MM0354
 MM0354;                    North         East    Units  Estimated Accuracy
 MM0354;SPC NE       -   144,100.      438,370.      MT  (+/- 180 meters Scaled)
 MM0354
 MM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL544545(NAD 83)
 MM0354
 MM0354                          SUPERSEDED SURVEY CONTROL
 MM0354
 MM0354  NAVD 88 (06/15/91)  850.116  (m)         2789.09   (f) SUPERSEDED  1 2
 MM0354  NGVD 29 (02/14/92)  849.763  (m)         2787.93   (f) ADJUSTED    1 2
 MM0354
 MM0354.Superseded values are not recommended for survey control.
 MM0354
 MM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0354.See file dsdata.pdf to determine how the superseded data were derived.
 MM0354
 MM0354_MARKER: I = METAL ROD
 MM0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0354_STAMPING: C 427 1986
 MM0354_MARK LOGO: NGS
 MM0354_PROJECTION: FLUSH
 MM0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0354_ROD/PIPE-DEPTH: 8.7 meters
 MM0354
 MM0354  HISTORY     - Date     Condition        Report By
 MM0354  HISTORY     - 1986     MONUMENTED       NGS
 MM0354
 MM0354                          STATION DESCRIPTION
 MM0354
 MM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0354'2.9 KM (1.8 MI) SE FROM NORTH PLATTE.
 MM0354'2.5 KM (1.55 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0354'HIGHWAY 83 AT NORTH PLATTE, THENCE 0.4 KM (0.25 MI) SOUTH ALONG
 MM0354'BICENTENNIAL AVENUE, AT THE T JUNCTION OF BURLINGTON BOULEVARD,
 MM0354'10.0 METERS (33 FT) EAST OF THE CENTER OF THE AVENUE, 15.8 METERS (52
 MM0354'FT) SOUTH OF THE EXTENDED CENTER OF THE EAST BOUND LANE OF THE
 MM0354'BOULEVARD, 10.2 METERS (33.5 FT) SOUTH OF THE SOUTH END OF A STEEL
 MM0354'GATE, 0.9 METER (3 FT) NORTH OF A POWER POLE, 0.3 METER (1 FT) WEST OF
 MM0354'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0354'5-INCH LOGO CAP.
 MM0354'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0354'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2120 ***********************************************************************
 MK2120  DESIGNATION -  C 428
 MK2120  PID         -  MK2120
 MK2120  STATE/COUNTY-  NE/DOUGLAS
 MK2120  COUNTRY     -  US
 MK2120  USGS QUAD   -  IRVINGTON (2017)
 MK2120
 MK2120                         *CURRENT SURVEY CONTROL
 MK2120  ______________________________________________________________________
 MK2120* NAD 83(1986) POSITION- 41 20 28.     (N) 096 01 26.     (W)   SCALED
 MK2120* NAVD 88 ORTHO HEIGHT -   387.234 (meters)     1270.45  (feet) ADJUSTED
 MK2120  ______________________________________________________________________
 MK2120  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 MK2120  DYNAMIC HEIGHT  -        387.060 (meters)     1269.88  (feet) COMP
 MK2120  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 MK2120
 MK2120  VERT ORDER      -  FIRST     CLASS II
 MK2120
 MK2120.The horizontal coordinates were scaled from a map and have
 MK2120.an estimated accuracy of +/- 6 seconds.
 MK2120
 MK2120.The orthometric height was determined by differential leveling and
 MK2120.adjusted by the NATIONAL GEODETIC SURVEY
 MK2120.in June 1991.
 MK2120
 MK2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2120.GEOID18 height accuracy estimate available here.
 MK2120
 MK2120.Click photographs - Photos may exist for this station.
 MK2120
 MK2120.The dynamic height is computed by dividing the NAVD 88
 MK2120.geopotential number by the normal gravity value computed on the
 MK2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2120.degrees latitude (g = 980.6199 gals.).
 MK2120
 MK2120.The modeled gravity was interpolated from observed gravity values.
 MK2120
 MK2120;                    North         East    Units  Estimated Accuracy
 MK2120;SPC NE       -   175,050.      832,570.      MT  (+/- 180 meters Scaled)
 MK2120
 MK2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490808(NAD 83)
 MK2120
 MK2120                          SUPERSEDED SURVEY CONTROL
 MK2120
 MK2120.No superseded survey control is available for this station.
 MK2120
 MK2120_MARKER: DV = VERTICAL CONTROL DISK
 MK2120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2120_SP_SET: ABUTMENT
 MK2120_STAMPING: C 428 1989
 MK2120_MARK LOGO: NGS
 MK2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2120+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2011
 MK2120
 MK2120  HISTORY     - Date     Condition        Report By
 MK2120  HISTORY     - 1989     MONUMENTED       NGS
 MK2120  HISTORY     - 20110210 GOOD             INDIV
 MK2120
 MK2120                          STATION DESCRIPTION
 MK2120
 MK2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2120'IN OMAHA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND 72ND
 MK2120'STREET, IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 MK2120'HIGHWAY OVERPASS OF THE STREET, 7.7 M (25.3 FT) WEST OF THE
 MK2120'CENTERLINE OF THE SOUTHBOUND LANES OF THE STREET, AND 1.7 M (5.6 FT)
 MK2120'BELOW THE LEVEL OF THE STREET.
 MK2120
 MK2120                          STATION RECOVERY (2011)
 MK2120
 MK2120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2138 ***********************************************************************
 MK2138  DESIGNATION -  C 429
 MK2138  PID         -  MK2138
 MK2138  STATE/COUNTY-  NE/DOUGLAS
 MK2138  COUNTRY     -  US
 MK2138  USGS QUAD   -  RALSTON (2017)
 MK2138
 MK2138                         *CURRENT SURVEY CONTROL
 MK2138  ______________________________________________________________________
 MK2138* NAD 83(1986) POSITION- 41 12 18.     (N) 096 04 54.     (W)   SCALED
 MK2138* NAVD 88 ORTHO HEIGHT -   359.905 (meters)     1180.79  (feet) ADJUSTED
 MK2138  ______________________________________________________________________
 MK2138  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 MK2138  DYNAMIC HEIGHT  -        359.754 (meters)     1180.29  (feet) COMP
 MK2138  MODELED GRAVITY -    980,195.9   (mgal)                       NAVD 88
 MK2138
 MK2138  VERT ORDER      -  FIRST     CLASS II
 MK2138
 MK2138.The horizontal coordinates were scaled from a map and have
 MK2138.an estimated accuracy of +/- 6 seconds.
 MK2138
 MK2138.The orthometric height was determined by differential leveling and
 MK2138.adjusted by the NATIONAL GEODETIC SURVEY
 MK2138.in June 1991.
 MK2138
 MK2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2138.GEOID18 height accuracy estimate available here.
 MK2138
 MK2138.Click photographs - Photos may exist for this station.
 MK2138
 MK2138.The dynamic height is computed by dividing the NAVD 88
 MK2138.geopotential number by the normal gravity value computed on the
 MK2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2138.degrees latitude (g = 980.6199 gals.).
 MK2138
 MK2138.The modeled gravity was interpolated from observed gravity values.
 MK2138
 MK2138;                    North         East    Units  Estimated Accuracy
 MK2138;SPC NE       -   159,730.      828,430.      MT  (+/- 180 meters Scaled)
 MK2138
 MK2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL446656(NAD 83)
 MK2138
 MK2138                          SUPERSEDED SURVEY CONTROL
 MK2138
 MK2138.No superseded survey control is available for this station.
 MK2138
 MK2138_MARKER: I = METAL ROD
 MK2138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2138_STAMPING: C 429 1989
 MK2138_MARK LOGO: NGS
 MK2138_PROJECTION: FLUSH
 MK2138_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2138+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2138_ROD/PIPE-DEPTH: 11.9 meters
 MK2138
 MK2138  HISTORY     - Date     Condition        Report By
 MK2138  HISTORY     - 1989     MONUMENTED       NGS
 MK2138  HISTORY     - 20141206 MARK NOT FOUND   GEOCAC
 MK2138
 MK2138                          STATION DESCRIPTION
 MK2138
 MK2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2138'IN OMAHA, AT THE INTERSECTION OF Q AND 108TH STREETS, 43.0 M (141.1
 MK2138'FT) EAST OF THE SOUTHEAST CORNER OF THE SOUTHWEST BANK AND TRUST,
 MK2138'43.0 M (141.1 FT) SOUTH OF THE CENTER OF Q STREET, 14.9 M (48.9 FT)
 MK2138'WEST OF THE CENTER OF 108TH STREET, 9.9 M (32.5 FT) NORTHWEST OF A
 MK2138'UTILITY POLE WITH A STRET LIGHT, 6.0 M (19.7 FT) WEST-SOUTHWEST OF A
 MK2138'FIRE HYDRANT, 1.3 M (4.3 FT) SOUTH OF UTILITY POLE NUMBER 37, AND 0.5
 MK2138'M (1.6 FT) ABOVE THE LEVEL OF 108TH STREET.  NOTE--ACCESS TO THE
 MK2138'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MK2138
 MK2138                          STATION RECOVERY (2014)
 MK2138
 MK2138'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK2138'UNABLE TO LOCATE THE STATION. GOING OFF OF THE MONUMENTED
 MK2138'DESCRIPTION, IT MAY HAVE BEEN COVERED BY ASPHALT OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0577 ***********************************************************************
 NO0577  DESIGNATION -  C 431
 NO0577  PID         -  NO0577
 NO0577  STATE/COUNTY-  NE/CHERRY
 NO0577  COUNTRY     -  US
 NO0577  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0577
 NO0577                         *CURRENT SURVEY CONTROL
 NO0577  ______________________________________________________________________
 NO0577* NAD 83(1986) POSITION- 42 52 02.     (N) 100 32 03.     (W)   SCALED
 NO0577* NAVD 88 ORTHO HEIGHT -   786.733 (meters)     2581.14  (feet) ADJUSTED
 NO0577  ______________________________________________________________________
 NO0577  GEOID HEIGHT    -        -21.905 (meters)                     GEOID18
 NO0577  DYNAMIC HEIGHT  -        786.419 (meters)     2580.11  (feet) COMP
 NO0577  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 NO0577
 NO0577  VERT ORDER      -  FIRST     CLASS II
 NO0577
 NO0577.The horizontal coordinates were scaled from a map and have
 NO0577.an estimated accuracy of +/- 6 seconds.
 NO0577
 NO0577.The orthometric height was determined by differential leveling and
 NO0577.adjusted by the NATIONAL GEODETIC SURVEY
 NO0577.in June 1994.
 NO0577
 NO0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0577.GEOID18 height accuracy estimate available here.
 NO0577
 NO0577.Click photographs - Photos may exist for this station.
 NO0577
 NO0577.The dynamic height is computed by dividing the NAVD 88
 NO0577.geopotential number by the normal gravity value computed on the
 NO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0577.degrees latitude (g = 980.6199 gals.).
 NO0577
 NO0577.The modeled gravity was interpolated from observed gravity values.
 NO0577
 NO0577;                    North         East    Units  Estimated Accuracy
 NO0577;SPC NE       -   337,010.      456,350.      MT  (+/- 180 meters Scaled)
 NO0577
 NO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN746472(NAD 83)
 NO0577
 NO0577                          SUPERSEDED SURVEY CONTROL
 NO0577
 NO0577.No superseded survey control is available for this station.
 NO0577
 NO0577_MARKER: I = METAL ROD
 NO0577_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0577_STAMPING: C 431 1991
 NO0577_MARK LOGO: NGS
 NO0577_PROJECTION: FLUSH
 NO0577_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0577+STABILITY: POSITION/ELEVATION WELL
 NO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0577+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 NO0577_ROD/PIPE-DEPTH: 10.6 meters
 NO0577_SLEEVE-DEPTH  : 7.9 meters
 NO0577
 NO0577  HISTORY     - Date     Condition        Report By
 NO0577  HISTORY     - 1991     MONUMENTED       NGS
 NO0577  HISTORY     - 19920723 GOOD             NGS
 NO0577  HISTORY     - 20140122 GOOD             INDIV
 NO0577
 NO0577                          STATION DESCRIPTION
 NO0577
 NO0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0577'1.0 KM (0.60 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN
 NO0577'RAILROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 (MAIN STREET) IN
 NO0577'VALENTINE, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG C STREET, NEAR THE
 NO0577'NORTHEAST CORNER OF THE MOUNT HOPE CEMETERY, 112.1 M (367.8 FT) EAST
 NO0577'OF THE CENTER OF THE JAMES H. QUIGLEY MEMORIAL CEMETERY ENTRANCE,
 NO0577'20.1 M (65.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE FREY FAMILY
 NO0577'HEADSTONE, 11.0 M (36.1 FT) SOUTH OF THE STREET CENTER, 6.2 M (20.3
 NO0577'FT) WEST OF A CEMETERY BOUNDARY MONUMENT, 0.7 M (2.3 FT) SOUTH OF A
 NO0577'FENCE AND WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 NO0577'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0577'CAP.
 NO0577
 NO0577                          STATION RECOVERY (1992)
 NO0577
 NO0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0577'0.4 KM (0.25 MI) EASTERLY ALONG 3RD STREET FROM THE POST OFFICE IN
 NO0577'VALENTINE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG GOVERNMENT STREET,
 NO0577'THENCE 0.8 KM (0.50 MI) EASTERLY ALONG C STREET, 111.0 M (364.2 FT)
 NO0577'EAST OF THE MOST EASTERLY OF 3 ENTRANCES TO THE MOUNT HOPE CEMETERY,
 NO0577'10.6 M (34.8 FT) SOUTH OF THE CENTER OF THE STREET, 9.7 M (31.8 FT)
 NO0577'NORTHEAST OF THE CENTER OF A CEMETERY ROAD, 6.2 M (20.3 FT) WEST OF
 NO0577'THE WEST END OF A WROUGHT IRON FENCE, AND 0.6 M (2.0 FT) ABOVE THE
 NO0577'LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0577'5-INCH LOGO CAP.
 NO0577
 NO0577                          STATION RECOVERY (2014)
 NO0577
 NO0577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NO0577'RECOVERED AS DESCRIBED, 2.3 FEET SOUTH OF WROUGHT IRON CEMETERY FENCE
 NO0577'WITH SHORT WITNESS SIGN, FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0548 ***********************************************************************
 NO0548  DESIGNATION -  C 432
 NO0548  PID         -  NO0548
 NO0548  STATE/COUNTY-  NE/CHERRY
 NO0548  COUNTRY     -  US
 NO0548  USGS QUAD   -  SQUARE LAKE (2017)
 NO0548
 NO0548                         *CURRENT SURVEY CONTROL
 NO0548  ______________________________________________________________________
 NO0548* NAD 83(1986) POSITION- 42 27 53.     (N) 100 56 53.     (W)   SCALED
 NO0548* NAVD 88 ORTHO HEIGHT -   995.626 (meters)     3266.48  (feet) ADJUSTED
 NO0548  ______________________________________________________________________
 NO0548  GEOID HEIGHT    -        -20.625 (meters)                     GEOID18
 NO0548  DYNAMIC HEIGHT  -        995.166 (meters)     3264.97  (feet) COMP
 NO0548  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 NO0548
 NO0548  VERT ORDER      -  FIRST     CLASS II
 NO0548
 NO0548.The horizontal coordinates were scaled from a map and have
 NO0548.an estimated accuracy of +/- 6 seconds.
 NO0548
 NO0548.The orthometric height was determined by differential leveling and
 NO0548.adjusted by the NATIONAL GEODETIC SURVEY
 NO0548.in June 1994.
 NO0548
 NO0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0548.GEOID18 height accuracy estimate available here.
 NO0548
 NO0548.Click photographs - Photos may exist for this station.
 NO0548
 NO0548.The dynamic height is computed by dividing the NAVD 88
 NO0548.geopotential number by the normal gravity value computed on the
 NO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0548.degrees latitude (g = 980.6199 gals.).
 NO0548
 NO0548.The modeled gravity was interpolated from observed gravity values.
 NO0548
 NO0548;                    North         East    Units  Estimated Accuracy
 NO0548;SPC NE       -   292,590.      422,040.      MT  (+/- 180 meters Scaled)
 NO0548
 NO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN398032(NAD 83)
 NO0548
 NO0548                          SUPERSEDED SURVEY CONTROL
 NO0548
 NO0548  NGVD 29 (02/14/92)  995.337  (m)         3265.53   (f) ADJUSTED    1 2
 NO0548
 NO0548.Superseded values are not recommended for survey control.
 NO0548
 NO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0548.See file dsdata.pdf to determine how the superseded data were derived.
 NO0548
 NO0548_MARKER: I = METAL ROD
 NO0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0548_STAMPING: C 432 1991
 NO0548_MARK LOGO: NGS
 NO0548_PROJECTION: FLUSH
 NO0548_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0548+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0548_ROD/PIPE-DEPTH: 30.5 meters
 NO0548
 NO0548  HISTORY     - Date     Condition        Report By
 NO0548  HISTORY     - 1991     MONUMENTED       NGS
 NO0548
 NO0548                          STATION DESCRIPTION
 NO0548
 NO0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0548'53.1 KM (33.00 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0548'OF STATE HIGHWAY 2 IN MULLEN, 23.6 M (77.4 FT) NORTH OF THE HIGHWAY
 NO0548'CENTERLINE, 7.2 M (23.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 NO0548'1.2 M (3.9 FT) WEST OF A BRACED FENCE POST, AND 0.3 M (1.0 FT) ABOVE
 NO0548'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0548'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0568 ***********************************************************************
 NO0568  DESIGNATION -  C 433
 NO0568  PID         -  NO0568
 NO0568  STATE/COUNTY-  NE/CHERRY
 NO0568  COUNTRY     -  US
 NO0568  USGS QUAD   -  MULLEN (2017)
 NO0568
 NO0568                         *CURRENT SURVEY CONTROL
 NO0568  ______________________________________________________________________
 NO0568* NAD 83(1986) POSITION- 42 07 07.     (N) 101 02 05.     (W)   SCALED
 NO0568* NAVD 88 ORTHO HEIGHT -   984.110 (meters)     3228.70  (feet) ADJUSTED
 NO0568  ______________________________________________________________________
 NO0568  GEOID HEIGHT    -        -20.682 (meters)                     GEOID18
 NO0568  DYNAMIC HEIGHT  -        983.592 (meters)     3227.00  (feet) COMP
 NO0568  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 NO0568
 NO0568  VERT ORDER      -  FIRST     CLASS II
 NO0568
 NO0568.The horizontal coordinates were scaled from a map and have
 NO0568.an estimated accuracy of +/- 6 seconds.
 NO0568
 NO0568.The orthometric height was determined by differential leveling and
 NO0568.adjusted by the NATIONAL GEODETIC SURVEY
 NO0568.in June 1994.
 NO0568
 NO0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0568.GEOID18 height accuracy estimate available here.
 NO0568
 NO0568.Click photographs - Photos may exist for this station.
 NO0568
 NO0568.The dynamic height is computed by dividing the NAVD 88
 NO0568.geopotential number by the normal gravity value computed on the
 NO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0568.degrees latitude (g = 980.6199 gals.).
 NO0568
 NO0568.The modeled gravity was interpolated from observed gravity values.
 NO0568
 NO0568;                    North         East    Units  Estimated Accuracy
 NO0568;SPC NE       -   254,240.      414,460.      MT  (+/- 180 meters Scaled)
 NO0568
 NO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317649(NAD 83)
 NO0568
 NO0568                          SUPERSEDED SURVEY CONTROL
 NO0568
 NO0568  NGVD 29 (02/14/92)  983.794  (m)         3227.66   (f) ADJUSTED    1 2
 NO0568
 NO0568.Superseded values are not recommended for survey control.
 NO0568
 NO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0568.See file dsdata.pdf to determine how the superseded data were derived.
 NO0568
 NO0568_MARKER: I = METAL ROD
 NO0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0568_STAMPING: C 433 1991
 NO0568_MARK LOGO: NGS
 NO0568_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0568_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0568+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0568_ROD/PIPE-DEPTH: 10.6 meters
 NO0568
 NO0568  HISTORY     - Date     Condition        Report By
 NO0568  HISTORY     - 1991     MONUMENTED       NGS
 NO0568
 NO0568                          STATION DESCRIPTION
 NO0568
 NO0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0568'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0568'OF STATE HIGHWAY 2 IN MULLEN, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF
 NO0568'A FIELD ENTRANCE AND THE EXTENDED CENTER OF A PAVED ROAD LEADING
 NO0568'WEST, 12.4 M (40.7 FT) EAST OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT)
 NO0568'SOUTH OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 NO0568'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 NO0568'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0530 ***********************************************************************
 MM0530  DESIGNATION -  C 434
 MM0530  PID         -  MM0530
 MM0530  STATE/COUNTY-  NE/MCPHERSON
 MM0530  COUNTRY     -  US
 MM0530  USGS QUAD   -  TRYON NW (2017)
 MM0530
 MM0530                         *CURRENT SURVEY CONTROL
 MM0530  ______________________________________________________________________
 MM0530* NAD 83(1986) POSITION- 41 38 43.09   (N) 100 57 45.97   (W)   HD_HELD1
 MM0530* NAVD 88 ORTHO HEIGHT -  1006.698 (meters)     3302.81  (feet) ADJUSTED
 MM0530  ______________________________________________________________________
 MM0530  GEOID HEIGHT    -        -21.373 (meters)                     GEOID18
 MM0530  DYNAMIC HEIGHT  -       1006.109 (meters)     3300.88  (feet) COMP
 MM0530  MODELED GRAVITY -    980,003.7   (mgal)                       NAVD 88
 MM0530
 MM0530  VERT ORDER      -  FIRST     CLASS II
 MM0530
 MM0530.The horizontal coordinates were determined by differentially corrected
 MM0530.hand held GPS observations or other comparable positioning techniques
 MM0530.and have an estimated accuracy of +/- 3 meters.
 MM0530
 MM0530.The orthometric height was determined by differential leveling and
 MM0530.adjusted by the NATIONAL GEODETIC SURVEY
 MM0530.in June 1994.
 MM0530
 MM0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0530.GEOID18 height accuracy estimate available here.
 MM0530
 MM0530.Click photographs - Photos may exist for this station.
 MM0530
 MM0530.The dynamic height is computed by dividing the NAVD 88
 MM0530.geopotential number by the normal gravity value computed on the
 MM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0530.degrees latitude (g = 980.6199 gals.).
 MM0530
 MM0530.The modeled gravity was interpolated from observed gravity values.
 MM0530
 MM0530;                    North         East    Units  Estimated Accuracy
 MM0530;SPC NE       -   201,621.0     419,821.2     MT  (+/- 3 meters HH1 GPS) 
 MM0530
 MM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3654412256(NAD 83)
 MM0530
 MM0530                          SUPERSEDED SURVEY CONTROL
 MM0530
 MM0530  NGVD 29 (02/14/92) 1006.331  (m)         3301.60   (f) ADJUSTED    1 2
 MM0530
 MM0530.Superseded values are not recommended for survey control.
 MM0530
 MM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0530.See file dsdata.pdf to determine how the superseded data were derived.
 MM0530
 MM0530_MARKER: I = METAL ROD
 MM0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0530_STAMPING: C 434 1991
 MM0530_MARK LOGO: NGS
 MM0530_PROJECTION: FLUSH
 MM0530_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0530+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0530_ROD/PIPE-DEPTH: 13.9 meters
 MM0530
 MM0530  HISTORY     - Date     Condition        Report By
 MM0530  HISTORY     - 1991     MONUMENTED       NGS
 MM0530  HISTORY     - 20150609 GOOD             NEGS
 MM0530
 MM0530                          STATION DESCRIPTION
 MM0530
 MM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0530'10.5 KM (6.50 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0530'COURTHOUSE IN TRYON, 18.7 M (61.4 FT) WEST OF AND LEVEL WITH THE
 MM0530'HIGHWAY CENTERLINE, 13.6 M (44.6 FT) NORTH OF THE CENTER OF A FIELD
 MM0530'ENTRANCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MM0530'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0530
 MM0530                          STATION RECOVERY (2015)
 MM0530
 MM0530'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0530'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1438 ***********************************************************************
 LH1438  DESIGNATION -  C 435
 LH1438  PID         -  LH1438
 LH1438  STATE/COUNTY-  NE/BUFFALO
 LH1438  COUNTRY     -  US
 LH1438  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1438
 LH1438                         *CURRENT SURVEY CONTROL
 LH1438  ______________________________________________________________________
 LH1438* NAD 83(1986) POSITION- 40 43 04.77   (N) 099 22 39.24   (W)   HD_HELD1
 LH1438* NAVD 88 ORTHO HEIGHT -   692.459 (meters)     2271.84  (feet) ADJUSTED
 LH1438  ______________________________________________________________________
 LH1438  GEOID HEIGHT    -        -24.307 (meters)                     GEOID18
 LH1438  DYNAMIC HEIGHT  -        692.052 (meters)     2270.51  (feet) COMP
 LH1438  MODELED GRAVITY -    980,014.1   (mgal)                       NAVD 88
 LH1438
 LH1438  VERT ORDER      -  FIRST     CLASS II
 LH1438
 LH1438.The horizontal coordinates were determined by differentially corrected
 LH1438.hand held GPS observations or other comparable positioning techniques
 LH1438.and have an estimated accuracy of +/- 3 meters.
 LH1438
 LH1438.The orthometric height was determined by differential leveling and
 LH1438.adjusted by the NATIONAL GEODETIC SURVEY
 LH1438.in May 1993.
 LH1438
 LH1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1438.GEOID18 height accuracy estimate available here.
 LH1438
 LH1438.Click photographs - Photos may exist for this station.
 LH1438
 LH1438.The dynamic height is computed by dividing the NAVD 88
 LH1438.geopotential number by the normal gravity value computed on the
 LH1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1438.degrees latitude (g = 980.6199 gals.).
 LH1438
 LH1438.The modeled gravity was interpolated from observed gravity values.
 LH1438
 LH1438;                    North         East    Units  Estimated Accuracy
 LH1438;SPC NE       -    98,411.5     552,577.6     MT  (+/- 3 meters HH1 GPS) 
 LH1438
 LH1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6811107520(NAD 83)
 LH1438
 LH1438                          SUPERSEDED SURVEY CONTROL
 LH1438
 LH1438  NGVD 29 (02/14/92)  692.194  (m)         2270.97   (f) ADJUSTED    1 2
 LH1438
 LH1438.Superseded values are not recommended for survey control.
 LH1438
 LH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1438.See file dsdata.pdf to determine how the superseded data were derived.
 LH1438
 LH1438_MARKER: DV = VERTICAL CONTROL DISK
 LH1438_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1438_SP_SET: GRAIN ELEVATOR
 LH1438_STAMPING: C 435 1991
 LH1438_MARK LOGO: NGS
 LH1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1438+STABILITY: POSITION/ELEVATION WELL
 LH1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1438+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1438
 LH1438  HISTORY     - Date     Condition        Report By
 LH1438  HISTORY     - 1991     MONUMENTED       NGS
 LH1438
 LH1438                          STATION DESCRIPTION
 LH1438
 LH1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1438'IN ELM CREEK, AT THE INTERSECTION OF FRONT STREET AND POTTER AVENUE,
 LH1438'SET VERTICALLY IN THE NORTHWEST FACE OF A CONCRETE WALL OF THE MOST
 LH1438'WESTERLY OF 3 GRAIN STORAGE BINS AT THE ELM CREEK EQUITY ELEVATOR
 LH1438'21.1 M (69.2 FT) SOUTH OF THE CENTERLINE OF THE STREET, 8.1 M (26.6
 LH1438'FT) WEST OF THE EXTENDED CENTER OF THE Y-JUNCTION OF THE AVENUE WITH
 LH1438'THE STREET, 4.6 M (15.1 FT) EAST OF THE EXTENDED CENTER OF THE
 LH1438'ENTRANCE DOOR TO THE TRUCK DUMP, 1.6 M (5.2 FT) ABOVE THE LEVEL OF
 LH1438'THE HIGHWAY.  NOTE--THE MARK IS ON PROPERTY OWNED BY SOUTH CENTRAL
 LH1438'CO-OP, CONTACT--ROBERT L STONE, MANAGER, BOX 488, ELM CREEK, NE
 LH1438'68836, TELEPHONE NUMBER (308) 856-4666.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1464 ***********************************************************************
 LH1464  DESIGNATION -  C 436
 LH1464  PID         -  LH1464
 LH1464  STATE/COUNTY-  NE/HALL
 LH1464  COUNTRY     -  US
 LH1464  USGS QUAD   -  ALDA (2017)
 LH1464
 LH1464                         *CURRENT SURVEY CONTROL
 LH1464  ______________________________________________________________________
 LH1464* NAD 83(1986) POSITION- 40 49 24.84   (N) 098 22 38.84   (W)   HD_HELD1
 LH1464* NAVD 88 ORTHO HEIGHT -   573.591 (meters)     1881.86  (feet) ADJUSTED
 LH1464  ______________________________________________________________________
 LH1464  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 LH1464  DYNAMIC HEIGHT  -        573.284 (meters)     1880.85  (feet) COMP
 LH1464  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 LH1464
 LH1464  VERT ORDER      -  FIRST     CLASS II
 LH1464
 LH1464.The horizontal coordinates were determined by differentially corrected
 LH1464.hand held GPS observations or other comparable positioning techniques
 LH1464.and have an estimated accuracy of +/- 3 meters.
 LH1464
 LH1464.The orthometric height was determined by differential leveling and
 LH1464.adjusted by the NATIONAL GEODETIC SURVEY
 LH1464.in May 1993.
 LH1464
 LH1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1464.GEOID18 height accuracy estimate available here.
 LH1464
 LH1464.Click photographs - Photos may exist for this station.
 LH1464
 LH1464.The dynamic height is computed by dividing the NAVD 88
 LH1464.geopotential number by the normal gravity value computed on the
 LH1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1464.degrees latitude (g = 980.6199 gals.).
 LH1464
 LH1464.The modeled gravity was interpolated from observed gravity values.
 LH1464
 LH1464;                    North         East    Units  Estimated Accuracy
 LH1464;SPC NE       -   111,227.2     636,831.3     MT  (+/- 3 meters HH1 GPS) 
 LH1464
 LH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5249619358(NAD 83)
 LH1464
 LH1464                          SUPERSEDED SURVEY CONTROL
 LH1464
 LH1464  NGVD 29 (02/14/92)  573.348  (m)         1881.06   (f) ADJUSTED    1 2
 LH1464
 LH1464.Superseded values are not recommended for survey control.
 LH1464
 LH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1464.See file dsdata.pdf to determine how the superseded data were derived.
 LH1464
 LH1464_MARKER: I = METAL ROD
 LH1464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1464_STAMPING: C 436 1991
 LH1464_MARK LOGO: NGS
 LH1464_PROJECTION: FLUSH
 LH1464_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1464+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1464_ROD/PIPE-DEPTH: 12.0 meters
 LH1464
 LH1464  HISTORY     - Date     Condition        Report By
 LH1464  HISTORY     - 1991     MONUMENTED       NGS
 LH1464  HISTORY     - 20110716 GOOD             GEOCAC
 LH1464  HISTORY     - 20150311 GOOD             GEOCAC
 LH1464
 LH1464                          STATION DESCRIPTION
 LH1464
 LH1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1464'10.1 KM (6.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1464'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.1 KM (0.05 MI) EASTERLY
 LH1464'ALONG THE MORMON ISLAND STATE RECREATION AREA PARK ENTRANCE ROAD,
 LH1464'20.5 M (67.3 FT) NORTHEAST OF THE CENTERLINE OF A ROAD, 8.3 M (27.2
 LH1464'FT) EAST OF THE EXTENDED CENTER OF A PARK EXIT ROAD, 7.9 M (25.9 FT)
 LH1464'SOUTH OF THE CENTER OF THE ROAD, 0.8 M (2.6 FT) SOUTH OF A SIGN
 LH1464'(MORMON ISLAND STATE RECREATION AREA PARK), 0.4 M (1.3 FT) WEST OF A
 LH1464'CHAIN BARRIER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 LH1464'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1464
 LH1464                          STATION RECOVERY (2011)
 LH1464
 LH1464'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 LH1464'ACCURATE COORDINATES - N40 49.414' W98 22.648'
 LH1464
 LH1464                          STATION RECOVERY (2015)
 LH1464
 LH1464'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1464'THE SIGN AND CHAIN BARRIER HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1259 ***********************************************************************
 LG1259  DESIGNATION -  C 437
 LG1259  PID         -  LG1259
 LG1259  STATE/COUNTY-  NE/CLAY
 LG1259  COUNTRY     -  US
 LG1259  USGS QUAD   -  SARONVILLE (2017)
 LG1259
 LG1259                         *CURRENT SURVEY CONTROL
 LG1259  ______________________________________________________________________
 LG1259* NAD 83(1986) POSITION- 40 34 59.     (N) 097 55 10.     (W)   SCALED
 LG1259* NAVD 88 ORTHO HEIGHT -   530.412 (meters)     1740.19  (feet) ADJUSTED
 LG1259  ______________________________________________________________________
 LG1259  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 LG1259  DYNAMIC HEIGHT  -        530.119 (meters)     1739.23  (feet) COMP
 LG1259  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 LG1259
 LG1259  VERT ORDER      -  FIRST     CLASS II
 LG1259
 LG1259.The horizontal coordinates were scaled from a map and have
 LG1259.an estimated accuracy of +/- 6 seconds.
 LG1259
 LG1259.The orthometric height was determined by differential leveling and
 LG1259.adjusted by the NATIONAL GEODETIC SURVEY
 LG1259.in May 1993.
 LG1259
 LG1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1259.GEOID18 height accuracy estimate available here.
 LG1259
 LG1259.Click photographs - Photos may exist for this station.
 LG1259
 LG1259.The dynamic height is computed by dividing the NAVD 88
 LG1259.geopotential number by the normal gravity value computed on the
 LG1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1259.degrees latitude (g = 980.6199 gals.).
 LG1259
 LG1259.The modeled gravity was interpolated from observed gravity values.
 LG1259
 LG1259;                    North         East    Units  Estimated Accuracy
 LG1259;SPC NE       -    85,360.      676,090.      MT  (+/- 180 meters Scaled)
 LG1259
 LG1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK914930(NAD 83)
 LG1259
 LG1259                          SUPERSEDED SURVEY CONTROL
 LG1259
 LG1259.No superseded survey control is available for this station.
 LG1259
 LG1259_MARKER: I = METAL ROD
 LG1259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1259_STAMPING: C 437 1991
 LG1259_MARK LOGO: NGS
 LG1259_PROJECTION: PROJECTING 3 CENTIMETERS
 LG1259_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1259+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1259_ROD/PIPE-DEPTH: 7.3 meters
 LG1259
 LG1259  HISTORY     - Date     Condition        Report By
 LG1259  HISTORY     - 1991     MONUMENTED       NGS
 LG1259
 LG1259                          STATION DESCRIPTION
 LG1259
 LG1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1259'29.9 KM (18.55 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1259'OF U.S. HIGHWAY 81 IN FAIRMONT, 59.9 M (196.5 FT) NORTH OF THE
 LG1259'CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) WEST OF THE CENTER OF A
 LG1259'GRAVELED ROAD, 1.0 M (3.3 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LG1259'OF A CHAIN-LINK FENCE SURROUNDING AN ELECTRIC SUB-STATION, 1.0 M (3.3
 LG1259'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A
 LG1259'WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO
 LG1259'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1353 ***********************************************************************
 LG1353  DESIGNATION -  C 438
 LG1353  PID         -  LG1353
 LG1353  STATE/COUNTY-  NE/SALINE
 LG1353  COUNTRY     -  US
 LG1353  USGS QUAD   -  CRETE NORTH (2017)
 LG1353
 LG1353                         *CURRENT SURVEY CONTROL
 LG1353  ______________________________________________________________________
 LG1353* NAD 83(1986) POSITION- 40 37 30.0    (N) 096 57 04.9    (W)   HD_HELD2
 LG1353* NAVD 88 ORTHO HEIGHT -   431.967 (meters)     1417.21  (feet) ADJUSTED
 LG1353  ______________________________________________________________________
 LG1353  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 LG1353  DYNAMIC HEIGHT  -        431.748 (meters)     1416.49  (feet) COMP
 LG1353  MODELED GRAVITY -    980,105.3   (mgal)                       NAVD 88
 LG1353
 LG1353  VERT ORDER      -  FIRST     CLASS II
 LG1353
 LG1353.The horizontal coordinates were established by autonomous hand held GPS
 LG1353.observations and have an estimated accuracy of +/- 10 meters.
 LG1353
 LG1353.The orthometric height was determined by differential leveling and
 LG1353.adjusted by the NATIONAL GEODETIC SURVEY
 LG1353.in May 1993.
 LG1353
 LG1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1353.GEOID18 height accuracy estimate available here.
 LG1353
 LG1353.Click photographs - Photos may exist for this station.
 LG1353
 LG1353.The dynamic height is computed by dividing the NAVD 88
 LG1353.geopotential number by the normal gravity value computed on the
 LG1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1353.degrees latitude (g = 980.6199 gals.).
 LG1353
 LG1353.The modeled gravity was interpolated from observed gravity values.
 LG1353
 LG1353;                    North         East    Units  Estimated Accuracy
 LG1353;SPC NE       -    92,444.      757,835.      MT  (+/- 10 meters HH2 GPS)
 LG1353
 LG1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7327299147(NAD 83)
 LG1353
 LG1353                          SUPERSEDED SURVEY CONTROL
 LG1353
 LG1353.No superseded survey control is available for this station.
 LG1353
 LG1353_MARKER: DV = VERTICAL CONTROL DISK
 LG1353_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1353_SP_SET: BUILDING
 LG1353_STAMPING: C 438 1991
 LG1353_MARK LOGO: NGS
 LG1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1353+STABILITY: POSITION/ELEVATION WELL
 LG1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1353+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1353
 LG1353  HISTORY     - Date     Condition        Report By
 LG1353  HISTORY     - 1991     MONUMENTED       NGS
 LG1353
 LG1353                          STATION DESCRIPTION
 LG1353
 LG1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1353'IN CRETE, SET VERTICALLY IN THE EAST FACE OF CC SMITH HALL AT 1014
 LG1353'BOSWELL AVENUE, 44.2 M (145.0 FT) EAST OF THE CENTERLINE OF THE THE
 LG1353'AVENUE, 26.2 M (86.0 FT) SOUTH OF THE CENTERLINE OF EAST 13TH STREET,
 LG1353'AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 LG1353'NOTE--THE MARK IS ON PROPERTY OWNED BY DOANE COLLEGE, CONTACT--LARRY
 LG1353'RECKLING, SUPERINTENDENT OF BUILDING AND GROUNDS, 1014 BOSWELL,
 LG1353'CRETE, NE 68333, TELEPHONE NUMBER (402) 826-2161.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1326 ***********************************************************************
 LG1326  DESIGNATION -  C 439
 LG1326  PID         -  LG1326
 LG1326  STATE/COUNTY-  NE/LANCASTER
 LG1326  COUNTRY     -  US
 LG1326  USGS QUAD   -  BENNET (2017)
 LG1326
 LG1326                         *CURRENT SURVEY CONTROL
 LG1326  ______________________________________________________________________
 LG1326* NAD 83(1986) POSITION- 40 44 12.87   (N) 096 36 22.86   (W)   HD_HELD1
 LG1326* NAVD 88 ORTHO HEIGHT -   421.121 (meters)     1381.63  (feet) ADJUSTED
 LG1326  ______________________________________________________________________
 LG1326  GEOID HEIGHT    -        -25.864 (meters)                     GEOID18
 LG1326  DYNAMIC HEIGHT  -        420.938 (meters)     1381.03  (feet) COMP
 LG1326  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 LG1326
 LG1326  VERT ORDER      -  FIRST     CLASS II
 LG1326
 LG1326.The horizontal coordinates were determined by differentially corrected
 LG1326.hand held GPS observations or other comparable positioning techniques
 LG1326.and have an estimated accuracy of +/- 3 meters.
 LG1326
 LG1326.The orthometric height was determined by differential leveling and
 LG1326.adjusted by the NATIONAL GEODETIC SURVEY
 LG1326.in May 1993.
 LG1326
 LG1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1326.GEOID18 height accuracy estimate available here.
 LG1326
 LG1326.Click photographs - Photos may exist for this station.
 LG1326
 LG1326.The dynamic height is computed by dividing the NAVD 88
 LG1326.geopotential number by the normal gravity value computed on the
 LG1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1326.degrees latitude (g = 980.6199 gals.).
 LG1326
 LG1326.The modeled gravity was interpolated from observed gravity values.
 LG1326
 LG1326;                    North         East    Units  Estimated Accuracy
 LG1326;SPC NE       -   105,946.2     786,511.8     MT  (+/- 3 meters HH1 GPS) 
 LG1326
 LG1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0211612308(NAD 83)
 LG1326
 LG1326                          SUPERSEDED SURVEY CONTROL
 LG1326
 LG1326.No superseded survey control is available for this station.
 LG1326
 LG1326_MARKER: I = METAL ROD
 LG1326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1326_STAMPING: C 439 1991
 LG1326_MARK LOGO: NGS
 LG1326_PROJECTION: FLUSH
 LG1326_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1326+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 LG1326_ROD/PIPE-DEPTH: 8.3 meters
 LG1326
 LG1326  HISTORY     - Date     Condition        Report By
 LG1326  HISTORY     - 1991     MONUMENTED       NGS
 LG1326  HISTORY     - 19911022 GOOD             NGS
 LG1326  HISTORY     - 20140122 GOOD             INDIV
 LG1326
 LG1326                          STATION DESCRIPTION
 LG1326
 LG1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1326'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1326'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 100.0 M (328.1 FT)
 LG1326'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 38.5 M
 LG1326'(126.3 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 21.2 M (69.6 FT)
 LG1326'WEST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT)
 LG1326'SOUTH OF A RIGHT-OF-WAY POST, AND 0.5 M (1.6 FT) NORTH OF A WITNESS
 LG1326'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1326
 LG1326                          STATION RECOVERY (1991)
 LG1326
 LG1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1326'RECOVERED IN GOOD CONDITION.
 LG1326
 LG1326                          STATION RECOVERY (2014)
 LG1326
 LG1326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 LG1326'FOUND IN GOOD CONDITION, 84TH ST. HAS BEEN WIDENED, EAST 173.0 FEET TO
 LG1326'CENTERLINE 84TH ST. EAST 147.8 FEET TO BACK OF CURB, OTHER TIES STILL
 LG1326'APPLY. GPSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1517 ***********************************************************************
 LF1517  DESIGNATION -  C 440
 LF1517  PID         -  LF1517
 LF1517  STATE/COUNTY-  NE/OTOE
 LF1517  COUNTRY     -  US
 LF1517  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1517
 LF1517                         *CURRENT SURVEY CONTROL
 LF1517  ______________________________________________________________________
 LF1517* NAD 83(1986) POSITION- 40 40 03.     (N) 095 57 16.     (W)   SCALED
 LF1517* NAVD 88 ORTHO HEIGHT -   366.377 (meters)     1202.02  (feet) ADJUSTED
 LF1517  ______________________________________________________________________
 LF1517  GEOID HEIGHT    -        -28.768 (meters)                     GEOID18
 LF1517  DYNAMIC HEIGHT  -        366.182 (meters)     1201.38  (feet) COMP
 LF1517  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 LF1517
 LF1517  VERT ORDER      -  FIRST     CLASS II
 LF1517
 LF1517.The horizontal coordinates were scaled from a map and have
 LF1517.an estimated accuracy of +/- 6 seconds.
 LF1517
 LF1517.The orthometric height was determined by differential leveling and
 LF1517.adjusted by the NATIONAL GEODETIC SURVEY
 LF1517.in May 1993.
 LF1517
 LF1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1517.GEOID18 height accuracy estimate available here.
 LF1517
 LF1517.Click photographs - Photos may exist for this station.
 LF1517
 LF1517.The dynamic height is computed by dividing the NAVD 88
 LF1517.geopotential number by the normal gravity value computed on the
 LF1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1517.degrees latitude (g = 980.6199 gals.).
 LF1517
 LF1517.The modeled gravity was interpolated from observed gravity values.
 LF1517
 LF1517;                    North         East    Units  Estimated Accuracy
 LF1517;SPC NE       -   100,620.      841,870.      MT  (+/- 180 meters Scaled)
 LF1517
 LF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF502060(NAD 83)
 LF1517
 LF1517                          SUPERSEDED SURVEY CONTROL
 LF1517
 LF1517.No superseded survey control is available for this station.
 LF1517
 LF1517_MARKER: F = FLANGE-ENCASED ROD
 LF1517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1517_STAMPING: C 440 1991
 LF1517_MARK LOGO: NGS
 LF1517_PROJECTION: FLUSH
 LF1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1517+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 LF1517_ROD/PIPE-DEPTH: 7.8 meters
 LF1517
 LF1517  HISTORY     - Date     Condition        Report By
 LF1517  HISTORY     - 1991     MONUMENTED       NGS
 LF1517  HISTORY     - 20060117 GOOD             GEOCAC
 LF1517  HISTORY     - 20200921 MARK NOT FOUND   NEGS
 LF1517
 LF1517                          STATION DESCRIPTION
 LF1517
 LF1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1517'8.3 KM (5.15 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1517'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 30.2 M (99.1
 LF1517'FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 7.0 M
 LF1517'(23.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.8 M (2.6 FT) NORTH
 LF1517'OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 LF1517'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1517
 LF1517                          STATION RECOVERY (2006)
 LF1517
 LF1517'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1517'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF CR-I (OLD SH-2) AND
 LF1517'CR-54.
 LF1517
 LF1517                          STATION RECOVERY (2020)
 LF1517
 LF1517'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1517'SEARCHED FOR.  NOT FOUND.  DUE TO THE CONSTRUCTION OF A NEW POWER
 LF1517'LINE, GRADING HAS OCCURRED IN THE AREA.  THE MARK IS LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1389 ***********************************************************************
 LG1389  DESIGNATION -  C 441
 LG1389  PID         -  LG1389
 LG1389  STATE/COUNTY-  NE/LANCASTER
 LG1389  COUNTRY     -  US
 LG1389  USGS QUAD   -  WALTON (2017)
 LG1389
 LG1389                         *CURRENT SURVEY CONTROL
 LG1389  ______________________________________________________________________
 LG1389* NAD 83(1986) POSITION- 40 47 02.     (N) 096 36 21.     (W)   SCALED
 LG1389* NAVD 88 ORTHO HEIGHT -   408.585 (meters)     1340.50  (feet) ADJUSTED
 LG1389  ______________________________________________________________________
 LG1389  GEOID HEIGHT    -        -25.853 (meters)                     GEOID18
 LG1389  DYNAMIC HEIGHT  -        408.410 (meters)     1339.93  (feet) COMP
 LG1389  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 LG1389
 LG1389  VERT ORDER      -  FIRST     CLASS II
 LG1389
 LG1389.The horizontal coordinates were scaled from a map and have
 LG1389.an estimated accuracy of +/- 6 seconds.
 LG1389
 LG1389.The orthometric height was determined by differential leveling and
 LG1389.adjusted by the NATIONAL GEODETIC SURVEY
 LG1389.in May 1993.
 LG1389
 LG1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1389.GEOID18 height accuracy estimate available here.
 LG1389
 LG1389.Click photographs - Photos may exist for this station.
 LG1389
 LG1389.The dynamic height is computed by dividing the NAVD 88
 LG1389.geopotential number by the normal gravity value computed on the
 LG1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1389.degrees latitude (g = 980.6199 gals.).
 LG1389
 LG1389.The modeled gravity was interpolated from observed gravity values.
 LG1389
 LG1389;                    North         East    Units  Estimated Accuracy
 LG1389;SPC NE       -   111,160.      786,350.      MT  (+/- 180 meters Scaled)
 LG1389
 LG1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020175(NAD 83)
 LG1389
 LG1389                          SUPERSEDED SURVEY CONTROL
 LG1389
 LG1389.No superseded survey control is available for this station.
 LG1389
 LG1389_MARKER: I = METAL ROD
 LG1389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1389_STAMPING: C 441 1992
 LG1389_MARK LOGO: NGS
 LG1389_PROJECTION: FLUSH
 LG1389_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1389+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1389_ROD/PIPE-DEPTH: 7.3 meters
 LG1389
 LG1389  HISTORY     - Date     Condition        Report By
 LG1389  HISTORY     - 1992     MONUMENTED       NGS
 LG1389
 LG1389                          STATION DESCRIPTION
 LG1389
 LG1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1389'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1389'OFFICE IN LINCOLN, THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1389'STREET, 16.3 M (53.5 FT) SOUTH OF THE CENTERLINE OF VANDORN STREET,
 LG1389'15.3 M (50.2 FT) EAST OF THE CENTERLINE OF 84TH STREET, 1.7 M
 LG1389'(5.6 FT) EAST-NORTHEAST OF THE CENTER OF THE MOST EASTERLY OF 3
 LG1389'12-INCH GAS LINE ACCESS COVERS, 0.8 M (2.6 FT) SOUTH OF A UTILITY
 LG1389'POLE AND AN UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE
 LG1389'LEVEL OF THE STREET, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 LG1389'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9627 ***********************************************************************
 DG9627  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9627  DESIGNATION -  C 441 RESET
 DG9627  PID         -  DG9627
 DG9627  STATE/COUNTY-  NE/LANCASTER
 DG9627  COUNTRY     -  US
 DG9627  USGS QUAD   -  WALTON (2017)
 DG9627
 DG9627                         *CURRENT SURVEY CONTROL
 DG9627  ______________________________________________________________________
 DG9627* NAD 83(2011) POSITION- 40 47 03.44333(N) 096 36 29.29896(W)   ADJUSTED
 DG9627* NAD 83(2011) ELLIP HT-   385.368 (meters)        (06/27/12)   ADJUSTED
 DG9627* NAD 83(2011) EPOCH   -  2010.00
 DG9627* NAVD 88 ORTHO HEIGHT -   411.23  (meters)     1349.2   (feet) GPS OBS
 DG9627  ______________________________________________________________________
 DG9627  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG9627  GEOID HEIGHT    -        -25.848 (meters)                     GEOID99
 DG9627  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 DG9627  NAD 83(2011) X  -   -556,583.411 (meters)                     COMP
 DG9627  NAD 83(2011) Y  - -4,804,432.578 (meters)                     COMP
 DG9627  NAD 83(2011) Z  -  4,144,566.312 (meters)                     COMP
 DG9627  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 DG9627
 DG9627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9627  Standards:
 DG9627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9627  -------------------------------------------------------------------
 DG9627  NETWORK    0.72   0.74           0.32   0.26   0.38      0.00158831
 DG9627  -------------------------------------------------------------------
 DG9627  Click here for local accuracies and other accuracy information.
 DG9627
 DG9627.The horizontal coordinates were established by GPS observations
 DG9627.and adjusted by the National Geodetic Survey in June 2012.
 DG9627
 DG9627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9627.been affixed to the stable North American tectonic plate. See 
 DG9627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9627
 DG9627.The horizontal coordinates are valid at the epoch date displayed above
 DG9627.which is a decimal equivalence of Year/Month/Day.
 DG9627
 DG9627.The orthometric height was determined by GPS observations and a
 DG9627.high-resolution geoid model using precise GPS observation and
 DG9627.processing techniques.
 DG9627
 DG9627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9627.GEOID18 height accuracy estimate available here.
 DG9627
 DG9627.Click photographs - Photos may exist for this station.
 DG9627
 DG9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9627
 DG9627.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9627
 DG9627.The ellipsoidal height was determined by GPS observations
 DG9627.and is referenced to NAD 83.
 DG9627
 DG9627. The following values were computed from the NAD 83(2011) position.
 DG9627
 DG9627;                    North         East     Units Scale Factor Converg.
 DG9627;SPC NE       -   111,196.505   786,154.606   MT  0.99973729   +2 14 52.0
 DG9627;SPC NE       -   364,817.20  2,579,242.24   sFT  0.99973729   +2 14 52.0
 DG9627;UTM  14      - 4,517,564.238   701,822.307   MT  1.00010137   +1 33 46.5
 DG9627
 DG9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9627!SPC NE       -   0.99993955  x   0.99973729  =   0.99967686
 DG9627!UTM  14      -   0.99993955  x   1.00010137  =   1.00004092
 DG9627
 DG9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0182217564(NAD 83)
 DG9627
 DG9627                          SUPERSEDED SURVEY CONTROL
 DG9627
 DG9627  NAD 83(2007)-  40 47 03.44333(N)    096 36 29.29945(W) AD(2002.00) 0
 DG9627  ELLIP H (02/10/07)  385.387  (m)                       GP(2002.00)    
 DG9627  NAD 83(1995)-  40 47 03.44320(N)    096 36 29.29883(W) AD(       ) B
 DG9627  ELLIP H (03/30/05)  385.355  (m)                       GP(       ) 3 1
 DG9627
 DG9627.Superseded values are not recommended for survey control.
 DG9627
 DG9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9627.See file dsdata.pdf to determine how the superseded data were derived.
 DG9627
 DG9627_MARKER: DV = VERTICAL CONTROL DISK
 DG9627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9627_STAMPING: C 441 RESET 2000
 DG9627_MARK LOGO: NGS
 DG9627_PROJECTION: FLUSH
 DG9627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9627+STABILITY: SURFACE MOTION
 DG9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9627+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 DG9627
 DG9627  HISTORY     - Date     Condition        Report By
 DG9627  HISTORY     - 20000906 MONUMENTED       NEDR
 DG9627  HISTORY     - 20100503 GOOD             INDIV
 DG9627  HISTORY     - 20100915 MARK NOT FOUND   NEDR
 DG9627
 DG9627                          STATION DESCRIPTION
 DG9627
 DG9627'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (DM)
 DG9627'THE STATION IS LOCATED IN SE LINCOLN
 DG9627'
 DG9627'TO REACH THE STATION GO 3.35 MILES EASTERLY ALONG O STREET HWY.34 FROM
 DG9627'THE STATION  A POST OFFICE IN LINCOLN, NE THEN 2.05 MILES SOUTHERLY
 DG9627'ALONG SOUTH 84TH STREET TO VAN  DORN STREET, TURN RIGHT WEST AND GO
 DG9627'APPROX. 2 BLOCKS TO SOUTH 82ND STREET AND TO THE  BENCH MARK.
 DG9627'
 DG9627'THE MARK IS NEAR THE SE CORNER OF SECTION 34, T-10-N, R-7-E.
 DG9627'
 DG9627'THE STATION IS 65.83 FEET SE OF SE CORNER OF BRICK GARAGE HOUSE 2731 3
 DG9627'FEET ABOVE  GROUND 15.99 FEET SW OF TOP IN CENTER OF FIRE HYDRANT,
 DG9627'40.2 FEET WEST OF CENTERLINE OF  SOUTH 82ND STREET, 19.5 FEET SOUTH OF
 DG9627'CENTERLINE OF VAN DORN STREET, 2.61 FEET NORTH OF  BACK OF CURB.
 DG9627'
 DG9627'BENCH MARK C441 1992 WAS DESTROYED BY CONSTRUCTION AFTER RELOCATION OF
 DG9627'BENCH MARK  C441 RESET 2000. OBJECT USED 3X42 INCH CONCRETE MONUMENT
 DG9627'WITH NGS VERTICAL BRASS DISK WITH MAGNET.
 DG9627
 DG9627                          STATION RECOVERY (2010)
 DG9627
 DG9627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 DG9627'RECOVERED IN GOOD CONDITION.
 DG9627
 DG9627                          STATION RECOVERY (2010)
 DG9627
 DG9627'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010
 DG9627'8X42 INCH CONCRETE MONUMENT WITH NGS VERTICAL BRASS DISK WITH MAGNET
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2464 ***********************************************************************
 AI2464  DESIGNATION -  C 442
 AI2464  PID         -  AI2464
 AI2464  STATE/COUNTY-  NE/PIERCE
 AI2464  COUNTRY     -  US
 AI2464  USGS QUAD   -  PIERCE (2017)
 AI2464
 AI2464                         *CURRENT SURVEY CONTROL
 AI2464  ______________________________________________________________________
 AI2464* NAD 83(1986) POSITION- 42 12 24.     (N) 097 36 04.     (W)   SCALED
 AI2464* NAVD 88 ORTHO HEIGHT -   528.306 (meters)     1733.28  (feet) ADJUSTED
 AI2464  ______________________________________________________________________
 AI2464  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 AI2464  DYNAMIC HEIGHT  -        528.105 (meters)     1732.62  (feet) COMP
 AI2464  MODELED GRAVITY -    980,224.2   (mgal)                       NAVD 88
 AI2464
 AI2464  VERT ORDER      -  SECOND    CLASS I
 AI2464
 AI2464.The horizontal coordinates were scaled from a map and have
 AI2464.an estimated accuracy of +/- 6 seconds.
 AI2464
 AI2464.The orthometric height was determined by differential leveling and
 AI2464.adjusted by the NATIONAL GEODETIC SURVEY
 AI2464.in July 2002.
 AI2464
 AI2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2464.GEOID18 height accuracy estimate available here.
 AI2464
 AI2464.Click photographs - Photos may exist for this station.
 AI2464
 AI2464.The dynamic height is computed by dividing the NAVD 88
 AI2464.geopotential number by the normal gravity value computed on the
 AI2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2464.degrees latitude (g = 980.6199 gals.).
 AI2464
 AI2464.The modeled gravity was interpolated from observed gravity values.
 AI2464
 AI2464;                    North         East    Units  Estimated Accuracy
 AI2464;SPC NE       -   266,250.      698,030.      MT  (+/- 180 meters Scaled)
 AI2464
 AI2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM154736(NAD 83)
 AI2464
 AI2464                          SUPERSEDED SURVEY CONTROL
 AI2464
 AI2464.No superseded survey control is available for this station.
 AI2464
 AI2464_MARKER: F = FLANGE-ENCASED ROD
 AI2464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2464_STAMPING: C 442 1999
 AI2464_MARK LOGO: NGS
 AI2464_PROJECTION: FLUSH
 AI2464_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2464+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2464_ROD/PIPE-DEPTH: 9.1 meters
 AI2464_SLEEVE-DEPTH  : 0.9 meters
 AI2464
 AI2464  HISTORY     - Date     Condition        Report By
 AI2464  HISTORY     - 1999     MONUMENTED       NGS
 AI2464
 AI2464                          STATION DESCRIPTION
 AI2464
 AI2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2464'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2464'IN PIERCE, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2464'21.8 M (71.5 FT) NORTH OF THE ROAD CENTER, 11.8 M (38.7 FT) WEST OF
 AI2464'THE CENTER OF 546 AVENUE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 AI2464'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AI2464'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI2464'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2464'COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0401 ***********************************************************************
 LH0401  DESIGNATION -  C 5
 LH0401  PID         -  LH0401
 LH0401  STATE/COUNTY-  NE/BUFFALO
 LH0401  COUNTRY     -  US
 LH0401  USGS QUAD   -  GIBBON NORTH (2017)
 LH0401
 LH0401                         *CURRENT SURVEY CONTROL
 LH0401  ______________________________________________________________________
 LH0401* NAD 83(1986) POSITION- 40 45 43.     (N) 098 47 51.     (W)   SCALED
 LH0401* NAVD 88 ORTHO HEIGHT -   621.943 (meters)     2040.49  (feet) ADJUSTED
 LH0401  ______________________________________________________________________
 LH0401  GEOID HEIGHT    -        -24.652 (meters)                     GEOID18
 LH0401  DYNAMIC HEIGHT  -        621.598 (meters)     2039.36  (feet) COMP
 LH0401  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 LH0401
 LH0401  VERT ORDER      -  FIRST     CLASS II
 LH0401
 LH0401.The horizontal coordinates were scaled from a map and have
 LH0401.an estimated accuracy of +/- 6 seconds.
 LH0401
 LH0401.The orthometric height was determined by differential leveling and
 LH0401.adjusted by the NATIONAL GEODETIC SURVEY
 LH0401.in June 1991.
 LH0401
 LH0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0401.GEOID18 height accuracy estimate available here.
 LH0401
 LH0401.Click photographs - Photos may exist for this station.
 LH0401
 LH0401.The dynamic height is computed by dividing the NAVD 88
 LH0401.geopotential number by the normal gravity value computed on the
 LH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0401.degrees latitude (g = 980.6199 gals.).
 LH0401
 LH0401.The modeled gravity was interpolated from observed gravity values.
 LH0401
 LH0401;                    North         East    Units  Estimated Accuracy
 LH0401;SPC NE       -   103,810.      601,510.      MT  (+/- 180 meters Scaled)
 LH0401
 LH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL170123(NAD 83)
 LH0401
 LH0401                          SUPERSEDED SURVEY CONTROL
 LH0401
 LH0401  NGVD 29 (02/14/92)  621.685  (m)         2039.64   (f) ADJUSTED    1 2
 LH0401  NGVD 29 (??/??/87)  621.685  (m)         2039.64   (f) SUPERSEDED  1 2
 LH0401
 LH0401.Superseded values are not recommended for survey control.
 LH0401
 LH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0401.See file dsdata.pdf to determine how the superseded data were derived.
 LH0401
 LH0401_MARKER: DB = BENCH MARK DISK
 LH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0401_STAMPING: C 5 1933 2039.645
 LH0401_MARK LOGO: CGS
 LH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0401+STABILITY: SURFACE MOTION
 LH0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0401+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2017
 LH0401
 LH0401  HISTORY     - Date     Condition        Report By
 LH0401  HISTORY     - 1933     MONUMENTED       CGS
 LH0401  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0401  HISTORY     - 19910924 GOOD             NGS
 LH0401  HISTORY     - 20170227 GOOD             NEGS
 LH0401
 LH0401                          STATION DESCRIPTION
 LH0401
 LH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0401'3.5 MI SW FROM SHELTON.
 LH0401'ABOUT 3.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0401'SHELTON, BUFFALO COUNTY, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST
 LH0401'173, ABOUT 700 FEET SOUTHWEST OF SEMAPHORES 173.2 AND 173.3,
 LH0401'AT A COUNTY-ROAD CROSSING, 50 FEET EAST OF THE CENTER LINE OF
 LH0401'THE ROAD, ABOUT 179 FEET SOUTH OF THE CENTER LINE OF U.S.
 LH0401'HIGHWAY 30, 39.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 LH0401'MAIN TRACK, 13 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE
 LH0401'ROAD, AND 7 FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY
 LH0401'FENCE.  A STANDARD DISK, STAMPED 2039.645 C 5 1933 AND SET IN
 LH0401'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0401
 LH0401                          STATION RECOVERY (1962)
 LH0401
 LH0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0401'MARK NOT FOUND.
 LH0401
 LH0401                          STATION RECOVERY (1991)
 LH0401
 LH0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0401'25.3 KM (15.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0401'OF STATE HIGHWAY 44 IN KEARNEY, 55.7 M (182.7 FT) SOUTHEAST OF THE
 LH0401'HIGHWAY CENTERLINE, 17.6 M (57.7 FT) EAST OF THE CENTER OF A GRAVELED
 LH0401'ROAD, 12.1 M (39.7 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION
 LH0401'PACIFIC RAILROAD, 8.0 M (26.2 FT) EAST OF UTILITY POLE NUMBER 29 L
 LH0401'CK, 2.3 M (7.5 FT) NORTHWEST OF A FENCE, 1.0 M (3.3 FT) BELOW THE
 LH0401'LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND
 LH0401'THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 LH0401
 LH0401                          STATION RECOVERY (2017)
 LH0401
 LH0401'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LH0401'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0251 ***********************************************************************
 MN0251  DESIGNATION -  C 50
 MN0251  PID         -  MN0251
 MN0251  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0251  COUNTRY     -  US
 MN0251  USGS QUAD   -  MORRILL (2017)
 MN0251
 MN0251                         *CURRENT SURVEY CONTROL
 MN0251  ______________________________________________________________________
 MN0251* NAD 83(1986) POSITION- 41 58 03.     (N) 103 59 45.     (W)   SCALED
 MN0251* NAVD 88 ORTHO HEIGHT -  1226.571 (meters)     4024.18  (feet) ADJUSTED
 MN0251  ______________________________________________________________________
 MN0251  GEOID HEIGHT    -        -18.162 (meters)                     GEOID18
 MN0251  DYNAMIC HEIGHT  -       1225.786 (meters)     4021.60  (feet) COMP
 MN0251  MODELED GRAVITY -    979,940.4   (mgal)                       NAVD 88
 MN0251
 MN0251  VERT ORDER      -  SECOND    CLASS 0
 MN0251
 MN0251.The horizontal coordinates were scaled from a map and have
 MN0251.an estimated accuracy of +/- 6 seconds.
 MN0251
 MN0251.The orthometric height was determined by differential leveling and
 MN0251.adjusted by the NATIONAL GEODETIC SURVEY
 MN0251.in June 1991.
 MN0251
 MN0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0251.GEOID18 height accuracy estimate available here.
 MN0251
 MN0251.Click photographs - Photos may exist for this station.
 MN0251
 MN0251.The dynamic height is computed by dividing the NAVD 88
 MN0251.geopotential number by the normal gravity value computed on the
 MN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0251.degrees latitude (g = 980.6199 gals.).
 MN0251
 MN0251.The modeled gravity was interpolated from observed gravity values.
 MN0251
 MN0251;                    North         East    Units  Estimated Accuracy
 MN0251;SPC NE       -   244,600.      168,990.      MT  (+/- 180 meters Scaled)
 MN0251
 MN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG832466(NAD 83)
 MN0251
 MN0251                          SUPERSEDED SURVEY CONTROL
 MN0251
 MN0251  NGVD 29 (??/??/92) 1225.864  (m)         4021.86   (f) ADJ UNCH    2 0
 MN0251
 MN0251.Superseded values are not recommended for survey control.
 MN0251
 MN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0251.See file dsdata.pdf to determine how the superseded data were derived.
 MN0251
 MN0251_MARKER: DB = BENCH MARK DISK
 MN0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0251_SP_SET: BRIDGE
 MN0251_STAMPING: C 50 1934
 MN0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0251
 MN0251  HISTORY     - Date     Condition        Report By
 MN0251  HISTORY     - 1934     MONUMENTED       CGS
 MN0251
 MN0251                          STATION DESCRIPTION
 MN0251
 MN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0251'3.6 MI NW FROM MORRILL.
 MN0251'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0251'QUINCY RAILROAD FROM THE STATION AT MORRILL, SCOTTS BLUFF COUNTY,
 MN0251'AT MILEAGE 50+14, AT BRIDGE 50.14, IN THE NORTH END OF THE WEST
 MN0251'ABUTMENT, 5.6 FEET NORTHEAST OF THE NORTH RAIL, AND ABOUT 3.1
 MN0251'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 50 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0178 ***********************************************************************
 MN0178  DESIGNATION -  C 51
 MN0178  PID         -  MN0178
 MN0178  STATE/COUNTY-  NE/MORRILL
 MN0178  COUNTRY     -  US
 MN0178  USGS QUAD   -  SOUTH BAYARD (2017)
 MN0178
 MN0178                         *CURRENT SURVEY CONTROL
 MN0178  ______________________________________________________________________
 MN0178* NAD 83(1986) POSITION- 41 43 49.     (N) 103 15 22.     (W)   SCALED
 MN0178* NAVD 88 ORTHO HEIGHT -  1140.558 (meters)     3741.98  (feet) ADJUSTED
 MN0178  ______________________________________________________________________
 MN0178  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 MN0178  DYNAMIC HEIGHT  -       1139.834 (meters)     3739.61  (feet) COMP
 MN0178  MODELED GRAVITY -    979,948.9   (mgal)                       NAVD 88
 MN0178
 MN0178  VERT ORDER      -  SECOND    CLASS 0
 MN0178
 MN0178.The horizontal coordinates were scaled from a map and have
 MN0178.an estimated accuracy of +/- 6 seconds.
 MN0178
 MN0178.The orthometric height was determined by differential leveling and
 MN0178.adjusted by the NATIONAL GEODETIC SURVEY
 MN0178.in June 1991.
 MN0178
 MN0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0178.GEOID18 height accuracy estimate available here.
 MN0178
 MN0178.Click photographs - Photos may exist for this station.
 MN0178
 MN0178.The dynamic height is computed by dividing the NAVD 88
 MN0178.geopotential number by the normal gravity value computed on the
 MN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0178.degrees latitude (g = 980.6199 gals.).
 MN0178
 MN0178.The modeled gravity was interpolated from observed gravity values.
 MN0178
 MN0178;                    North         East    Units  Estimated Accuracy
 MN0178;SPC NE       -   215,710.      229,250.      MT  (+/- 180 meters Scaled)
 MN0178
 MN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG450212(NAD 83)
 MN0178
 MN0178                          SUPERSEDED SURVEY CONTROL
 MN0178
 MN0178  NGVD 29 (??/??/92) 1139.966  (m)         3740.04   (f) ADJ UNCH    2 0
 MN0178
 MN0178.Superseded values are not recommended for survey control.
 MN0178
 MN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0178.See file dsdata.pdf to determine how the superseded data were derived.
 MN0178
 MN0178_MARKER: DB = BENCH MARK DISK
 MN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0178_STAMPING: C 51 1934
 MN0178_MARK LOGO: CGS
 MN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0178+STABILITY: SURFACE MOTION
 MN0178
 MN0178  HISTORY     - Date     Condition        Report By
 MN0178  HISTORY     - 1934     MONUMENTED       CGS
 MN0178  HISTORY     - 1965     GOOD             USGS
 MN0178
 MN0178                          STATION DESCRIPTION
 MN0178
 MN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0178'3.8 MI SE FROM BAYARD.
 MN0178'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0178'QUINCY RAILROAD FROM THE STATION AT BAYARD, MORRILL COUNTY, ABOUT
 MN0178'10 RAILS EAST OF MILEPOST 8, 18.2 FEET NORTH OF THE NORTH RAIL,
 MN0178'17.0 FEET WEST OF THE CENTER LINE OF A GATE IN THE RIGHT-OF-WAY
 MN0178'FENCE, AND 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0178'DISK, STAMPED C 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0178
 MN0178                          STATION RECOVERY (1965)
 MN0178
 MN0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MN0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0054 ***********************************************************************
 MN0054  DESIGNATION -  C 52
 MN0054  PID         -  MN0054
 MN0054  STATE/COUNTY-  NE/GARDEN
 MN0054  COUNTRY     -  US
 MN0054  USGS QUAD   -  COUMBE BLUFF (2017)
 MN0054
 MN0054                         *CURRENT SURVEY CONTROL
 MN0054  ______________________________________________________________________
 MN0054* NAD 83(1995) POSITION- 41 25 52.41976(N) 102 25 09.45722(W)   ADJUSTED
 MN0054* NAD 83(1995) ELLIP HT-  1022.289 (meters)        (06/27/02)   ADJUSTED
 MN0054* NAVD 88 ORTHO HEIGHT -  1042.332 (meters)     3419.72  (feet) ADJUSTED
 MN0054  ______________________________________________________________________
 MN0054  GEOID HEIGHT    -        -19.999 (meters)                     GEOID18
 MN0054  NAD 83(1995) X  - -1,030,114.973 (meters)                     COMP
 MN0054  NAD 83(1995) Y  - -4,677,720.436 (meters)                     COMP
 MN0054  NAD 83(1995) Z  -  4,199,125.130 (meters)                     COMP
 MN0054  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 MN0054  DYNAMIC HEIGHT  -       1041.674 (meters)     3417.56  (feet) COMP
 MN0054  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 MN0054
 MN0054  HORZ ORDER      -  FIRST
 MN0054  VERT ORDER      -  SECOND    CLASS 0
 MN0054  ELLP ORDER      -  FOURTH    CLASS I
 MN0054
 MN0054.The horizontal coordinates were established by GPS observations
 MN0054.and adjusted by the National Geodetic Survey in August 1997.
 MN0054
 MN0054.The orthometric height was determined by differential leveling and
 MN0054.adjusted by the NATIONAL GEODETIC SURVEY
 MN0054.in June 1991.
 MN0054
 MN0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0054.GEOID18 height accuracy estimate available here.
 MN0054
 MN0054.Click photographs - Photos may exist for this station.
 MN0054
 MN0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0054
 MN0054.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0054
 MN0054.The ellipsoidal height was determined by GPS observations
 MN0054.and is referenced to NAD 83.
 MN0054
 MN0054.The dynamic height is computed by dividing the NAVD 88
 MN0054.geopotential number by the normal gravity value computed on the
 MN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0054.degrees latitude (g = 980.6199 gals.).
 MN0054
 MN0054.The modeled gravity was interpolated from observed gravity values.
 MN0054
 MN0054. The following values were computed from the NAD 83(1995) position.
 MN0054
 MN0054;                    North         East     Units Scale Factor Converg.
 MN0054;SPC NE       -   180,234.670   297,879.934   MT  0.99965944   -1 36 11.7
 MN0054;SPC NE       -   591,319.91    977,294.42   sFT  0.99965944   -1 36 11.7
 MN0054;UTM  13      - 4,589,843.823   715,629.810   MT  1.00017224   +1 42 30.1
 MN0054
 MN0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0054!SPC NE       -   0.99983968  x   0.99965944  =   0.99949917
 MN0054!UTM  13      -   0.99983968  x   1.00017224  =   1.00001189
 MN0054
 MN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1562989843(NAD 83)
 MN0054
 MN0054                          SUPERSEDED SURVEY CONTROL
 MN0054
 MN0054  ELLIP H (08/18/97) 1022.329  (m)                       GP(       ) 4 1
 MN0054  NAD 83(1993)-  41 25 52.41970(N)    102 25 09.45745(W) AD(       ) 1
 MN0054  ELLIP H (01/07/93) 1022.335  (m)                       GP(       ) 4 2
 MN0054  NAD 83(1986)-  41 25 52.41640(N)    102 25 09.45843(W) AD(       ) 1
 MN0054  NGVD 29 (??/??/92) 1041.819  (m)         3418.03   (f) ADJ UNCH    2 0
 MN0054  NGVD 29 (02/23/90) 1042.     (m)  RAPSU86  model used  GPS OBS        
 MN0054
 MN0054.Superseded values are not recommended for survey control.
 MN0054
 MN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0054.See file dsdata.pdf to determine how the superseded data were derived.
 MN0054
 MN0054_MARKER: DB = BENCH MARK DISK
 MN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0054_STAMPING: C 52 1934
 MN0054_MARK LOGO: CGS
 MN0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0054+STABILITY: SURFACE MOTION
 MN0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0054+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1989
 MN0054
 MN0054  HISTORY     - Date     Condition        Report By
 MN0054  HISTORY     - 1934     MONUMENTED       CGS
 MN0054  HISTORY     - 1942     GOOD             CGS
 MN0054  HISTORY     - 19890621 GOOD             NGS
 MN0054  HISTORY     - 19941020 GOOD             LOCSUR
 MN0054
 MN0054                          STATION DESCRIPTION
 MN0054
 MN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0054'4.2 MI W FROM OSHKOSH.
 MN0054'ABOUT 4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0054'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 1 POLE WEST OF MILEPOST
 MN0054'75, ABOUT 275 FEET SOUTHWEST OF CULVERT 74.19, 38 FEET SOUTH OF THE
 MN0054'SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 125 FEET SOUTH OF THE
 MN0054'CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED C 52
 MN0054'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0054
 MN0054                          STATION RECOVERY (1942)
 MN0054
 MN0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0054'RECOVERED IN GOOD CONDITION.
 MN0054
 MN0054                          STATION RECOVERY (1989)
 MN0054
 MN0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0054'THE STATION IS LOCATED AOBUT 7 KM (4.35 MI) NORTHWEST OF OSHKOSH NEAR
 MN0054'A UNION PACIFIC RAIROAD CROSSING AND ALONG THE RAILROAD RIGHT-OF-WAY.
 MN0054'OWNERSHIP--UNION PACIFIC RAIROAD.
 MN0054'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 27 SOUTH, STATE
 MN0054'ROUTE 92 AND U.S. HIGHWAY 26 AT THE SOUTH EDGE OF OSHKOSH, GO
 MN0054'NORTHWEST ALONG STATE ROUTE 92  AND U.S. HIGHWAY 26 FOR 6.9 KM
 MN0054'(4.30 MI) TO A SAND ROAD LEADING WEST.  TURN LEFT AND GO WEST ON THE
 MN0054'SAND ROAD FOR 0.08 KM (0.05 MI), CROSSING THE RAIROAD TRACK, TO THE
 MN0054'STATION ON THE RIGHT.
 MN0054'THE STATION MARK IS SET 48.0 M (157.5 FT) WESTN-NORTHWEST OF RAIROAD
 MN0054'MILEPOST --75--, 13.1 M (43.0 FT) NORTH OF THE APPROXIMATE CENTER OF
 MN0054'THE SAND ROAD, 11.6 M (38.1 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MN0054'RAILROAD TRACK, 1.1 M (3.6 FT) SOUTHWEST OF A WITNESS POST AND 0.61 M
 MN0054'(2.0 FT) ABOVE THE LEVEL OF THE ROAD.
 MN0054'DESCRIBED BY G.F.SMITH, EDITED BY R.D.BALL AND E.A.RICE.
 MN0054
 MN0054                          STATION RECOVERY (1994)
 MN0054
 MN0054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (TAT)
 MN0054'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF RAILROAD
 MN0054'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9628 ***********************************************************************
 AG9628  DESIGNATION -  C 52 RESET
 AG9628  PID         -  AG9628
 AG9628  STATE/COUNTY-  NE/GARDEN
 AG9628  COUNTRY     -  US
 AG9628  USGS QUAD   -  COUMBE BLUFF (2017)
 AG9628
 AG9628                         *CURRENT SURVEY CONTROL
 AG9628  ______________________________________________________________________
 AG9628* NAD 83(1986) POSITION- 41 25 53.07   (N) 102 25 09.05   (W)   HD_HELD1
 AG9628* NAVD 88 ORTHO HEIGHT -  1042.55  (meters)     3420.4   (feet) RESET
 AG9628  ______________________________________________________________________
 AG9628  GEOID HEIGHT    -        -19.999 (meters)                     GEOID18
 AG9628  VERT ORDER      -  THIRD
 AG9628
 AG9628.The horizontal coordinates were determined by differentially corrected
 AG9628.hand held GPS observations or other comparable positioning techniques
 AG9628.and have an estimated accuracy of +/- 3 meters.
 AG9628
 AG9628.The orthometric height was computed from unverified reset data.
 AG9628
 AG9628.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9628.GEOID18 height accuracy estimate available here.
 AG9628
 AG9628.Click photographs - Photos may exist for this station.
 AG9628
 AG9628;                    North         East    Units  Estimated Accuracy
 AG9628;SPC NE       -   180,254.5     297,889.9     MT  (+/- 3 meters HH1 GPS) 
 AG9628
 AG9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1563889864(NAD 83)
 AG9628
 AG9628                          SUPERSEDED SURVEY CONTROL
 AG9628
 AG9628.No superseded survey control is available for this station.
 AG9628
 AG9628_MARKER: DV = VERTICAL CONTROL DISK
 AG9628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9628_STAMPING: C 52 RESET 1994
 AG9628_MARK LOGO: NGS
 AG9628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9628+STABILITY: SURFACE MOTION
 AG9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9628+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2012
 AG9628
 AG9628  HISTORY     - Date     Condition        Report By
 AG9628  HISTORY     - 1994     MONUMENTED       LOCSUR
 AG9628  HISTORY     - 20121202 GOOD             GCT
 AG9628
 AG9628                          STATION DESCRIPTION
 AG9628
 AG9628'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (TAT)
 AG9628'4.2 MI (6.8 KM) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 AG9628'AT OSHKOSH, ON RAILROAD RIGHT-OF-WAY, IN THE SW1/4 OF THE NW1/4,
 AG9628'SEC20, T17N, R44W, A STANDARD DISK SET INTO THE TOP OF A ROUND
 AG9628'CONCRETE MONUMENT THAT IS 60 FT (18.3 M) SOUTH OF THE CENTERLINE OF
 AG9628'STATE HIGHWAY 26, 29.8 FT (9.1 M) NORTH OF THE NORTHERN MOST TRACK OF
 AG9628'THE RAILROAD, 149.0 FT (45.4 M) EAST OF MILEPOST 75 AND NEXT TO A
 AG9628'WITNESS POST.
 AG9628
 AG9628                          STATION RECOVERY (2012)
 AG9628
 AG9628'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AG9628'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0029 ***********************************************************************
 MN0029  DESIGNATION -  C 53
 MN0029  PID         -  MN0029
 MN0029  STATE/COUNTY-  NE/DEUEL
 MN0029  COUNTRY     -  US
 MN0029  USGS QUAD   -  CHAPPELL (2017)
 MN0029
 MN0029                         *CURRENT SURVEY CONTROL
 MN0029  ______________________________________________________________________
 MN0029* NAD 83(1986) POSITION- 41 05 29.     (N) 102 23 28.     (W)   SCALED
 MN0029* NAVD 88 ORTHO HEIGHT -  1159.844 (meters)     3805.25  (feet) ADJUSTED
 MN0029  ______________________________________________________________________
 MN0029  GEOID HEIGHT    -        -20.184 (meters)                     GEOID18
 MN0029  DYNAMIC HEIGHT  -       1159.079 (meters)     3802.75  (feet) COMP
 MN0029  MODELED GRAVITY -    979,924.1   (mgal)                       NAVD 88
 MN0029
 MN0029  VERT ORDER      -  SECOND    CLASS 0
 MN0029
 MN0029.The horizontal coordinates were scaled from a map and have
 MN0029.an estimated accuracy of +/- 6 seconds.
 MN0029
 MN0029.The orthometric height was determined by differential leveling and
 MN0029.adjusted by the NATIONAL GEODETIC SURVEY
 MN0029.in June 1991.
 MN0029
 MN0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0029.GEOID18 height accuracy estimate available here.
 MN0029
 MN0029.Click photographs - Photos may exist for this station.
 MN0029
 MN0029.The dynamic height is computed by dividing the NAVD 88
 MN0029.geopotential number by the normal gravity value computed on the
 MN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0029.degrees latitude (g = 980.6199 gals.).
 MN0029
 MN0029.The modeled gravity was interpolated from observed gravity values.
 MN0029
 MN0029;                    North         East    Units  Estimated Accuracy
 MN0029;SPC NE       -   142,450.      299,190.      MT  (+/- 180 meters Scaled)
 MN0029
 MN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF191521(NAD 83)
 MN0029
 MN0029                          SUPERSEDED SURVEY CONTROL
 MN0029
 MN0029  NGVD 29 (??/??/92) 1159.349  (m)         3803.63   (f) ADJ UNCH    2 0
 MN0029
 MN0029.Superseded values are not recommended for survey control.
 MN0029
 MN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0029.See file dsdata.pdf to determine how the superseded data were derived.
 MN0029
 MN0029_MARKER: DB = BENCH MARK DISK
 MN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0029_STAMPING: C 53 1934
 MN0029_MARK LOGO: CGS
 MN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0029+STABILITY: SURFACE MOTION
 MN0029
 MN0029  HISTORY     - Date     Condition        Report By
 MN0029  HISTORY     - 1934     MONUMENTED       CGS
 MN0029  HISTORY     - 1959     MARK NOT FOUND   CGS
 MN0029
 MN0029                          STATION DESCRIPTION
 MN0029
 MN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MN0029'4.3 MI E FROM CHAPPELL.
 MN0029'4.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0029'CHAPPELL, DEUEL COUNTY, 0.1 MILE NORTHEAST OF THE F.O. CARLSON
 MN0029'FARMHOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 MN0029'4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0029'STAMPED C 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0241 ***********************************************************************
 MN0241  DESIGNATION -  C 55 RESET
 MN0241  PID         -  MN0241
 MN0241  STATE/COUNTY-  NE/KIMBALL
 MN0241  COUNTRY     -  US
 MN0241  USGS QUAD   -  KIMBALL (2017)
 MN0241
 MN0241                         *CURRENT SURVEY CONTROL
 MN0241  ______________________________________________________________________
 MN0241* NAD 83(1986) POSITION- 41 14 53.     (N) 103 39 45.     (W)   SCALED
 MN0241* NAVD 88 ORTHO HEIGHT -  1423.66  (meters)     4670.8   (feet) RESET
 MN0241  ______________________________________________________________________
 MN0241  GEOID HEIGHT    -        -18.715 (meters)                     GEOID18
 MN0241  VERT ORDER      -  THIRD
 MN0241
 MN0241.The horizontal coordinates were scaled from a map and have
 MN0241.an estimated accuracy of +/- 6 seconds.
 MN0241
 MN0241.The orthometric height was computed from unverified reset data.
 MN0241
 MN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0241.GEOID18 height accuracy estimate available here.
 MN0241
 MN0241.Click photographs - Photos may exist for this station.
 MN0241
 MN0241;                    North         East    Units  Estimated Accuracy
 MN0241;SPC NE       -   163,570.      193,210.      MT  (+/- 180 meters Scaled)
 MN0241
 MN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120671(NAD 83)
 MN0241
 MN0241                          SUPERSEDED SURVEY CONTROL
 MN0241
 MN0241  NGVD 29 (??/??/??) 1422.97   (m)         4668.5    (f) RESET       3  
 MN0241
 MN0241.Superseded values are not recommended for survey control.
 MN0241
 MN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0241.See file dsdata.pdf to determine how the superseded data were derived.
 MN0241
 MN0241_MARKER: DB = BENCH MARK DISK
 MN0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0241_SP_SET: BRIDGE
 MN0241_STAMPING: C 55 RESET 1966
 MN0241_MARK LOGO: CGS
 MN0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0241+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 MN0241
 MN0241  HISTORY     - Date     Condition        Report By
 MN0241  HISTORY     - 1966     MONUMENTED       NEDR
 MN0241  HISTORY     - 1967     GOOD             CGS
 MN0241  HISTORY     - 19920211 GOOD             NEDR
 MN0241
 MN0241                          STATION DESCRIPTION
 MN0241
 MN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MN0241'0.9 MI N FROM KIMBALL.
 MN0241'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 71 (29) FROM THE COURTHOUSE
 MN0241'AT KIMBALL, KIMBALL COUNTY, AT THE BRIDGE OVER LODGEPOLE CREEK, AND
 MN0241'IN THE TOP OF THE WING AT THE SOUTHEAST CORNER OF THE BRIDGE.
 MN0241
 MN0241                          STATION RECOVERY (1992)
 MN0241
 MN0241'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 MN0241'MARK WAS RECOVERED IN GOOD CONDITION, BUT IT HAD TO BE REPLACED BY
 MN0241'BENCH MARK C 55 RESET IN 1992.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0680 ***********************************************************************
 MN0680  DESIGNATION -  C 55 RESET
 MN0680  PID         -  MN0680
 MN0680  STATE/COUNTY-  NE/KIMBALL
 MN0680  COUNTRY     -  US
 MN0680  USGS QUAD   -  KIMBALL (2017)
 MN0680
 MN0680                         *CURRENT SURVEY CONTROL
 MN0680  ______________________________________________________________________
 MN0680* NAD 83(1986) POSITION- 41 14 52.78   (N) 103 39 45.73   (W)   HD_HELD1
 MN0680* NAVD 88 ORTHO HEIGHT -  1421.08  (meters)     4662.3   (feet) RESET
 MN0680  ______________________________________________________________________
 MN0680  GEOID HEIGHT    -        -18.715 (meters)                     GEOID18
 MN0680  VERT ORDER      -  THIRD
 MN0680
 MN0680.The horizontal coordinates were determined by differentially corrected
 MN0680.hand held GPS observations or other comparable positioning techniques
 MN0680.and have an estimated accuracy of +/- 3 meters.
 MN0680
 MN0680.The orthometric height was computed from unverified reset data.
 MN0680
 MN0680.No vertical observational check was made to the station.
 MN0680
 MN0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0680.GEOID18 height accuracy estimate available here.
 MN0680
 MN0680.Click photographs - Photos may exist for this station.
 MN0680
 MN0680;                    North         East    Units  Estimated Accuracy
 MN0680;SPC NE       -   163,563.3     193,189.3     MT  (+/- 3 meters HH1 GPS) 
 MN0680
 MN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1204767149(NAD 83)
 MN0680
 MN0680                          SUPERSEDED SURVEY CONTROL
 MN0680
 MN0680  NGVD 29 (01/31/13) 1420.39   (m)         4660.1    (f) RESET       3  
 MN0680
 MN0680.Superseded values are not recommended for survey control.
 MN0680
 MN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0680.See file dsdata.pdf to determine how the superseded data were derived.
 MN0680
 MN0680_MARKER: DV = VERTICAL CONTROL DISK
 MN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0680_STAMPING: C 55 RESET 1992
 MN0680_MARK LOGO: NGS
 MN0680_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0680+STABILITY: SURFACE MOTION
 MN0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0680+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MN0680
 MN0680  HISTORY     - Date     Condition        Report By
 MN0680  HISTORY     - 1992     MONUMENTED       NEDR
 MN0680
 MN0680                          STATION DESCRIPTION
 MN0680
 MN0680'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 MN0680'ABOUT 0.85 MI (1.37 KM) NORTH FROM KIMBALL, ON THE EAST RIGHT-OF-WAY
 MN0680'OF STATE HIGHWAY 71 AND IN SEC29, T15N, R55W, FROM THE JUNCTION OF
 MN0680'U.S. HIGHWAY 30 WITH STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON
 MN0680'HIGHWAY 71 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, IN TOP OF
 MN0680'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 MN0680'IS 73.8 FT (22.5 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 5.85 FT
 MN0680'(1.78 M) SOUTHEAST FROM A FENCE CORNER POST, 3.50 FT (1.07 M)
 MN0680'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE RIGHT-OF-WAY
 MN0680'MARKER POST, 1.5 FT (0.5 M) EAST FROM A WITNESS POST AND 1.5 FT (0.5
 MN0680'M) NORTH FROM AN EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0014 ***********************************************************************
 MN0014  DESIGNATION -  C 56
 MN0014  PID         -  MN0014
 MN0014  STATE/COUNTY-  NE/GARDEN
 MN0014  COUNTRY     -  US
 MN0014  USGS QUAD   -  MUMPER (2017)
 MN0014
 MN0014                         *CURRENT SURVEY CONTROL
 MN0014  ______________________________________________________________________
 MN0014* NAD 83(1986) POSITION- 41 49 40.44   (N) 102 25 20.31   (W)   HD_HELD1
 MN0014* NAVD 88 ORTHO HEIGHT -  1172.541 (meters)     3846.91  (feet) ADJUSTED
 MN0014  ______________________________________________________________________
 MN0014  GEOID HEIGHT    -        -19.305 (meters)                     GEOID18
 MN0014  DYNAMIC HEIGHT  -       1171.836 (meters)     3844.60  (feet) COMP
 MN0014  MODELED GRAVITY -    979,981.0   (mgal)                       NAVD 88
 MN0014
 MN0014  VERT ORDER      -  SECOND    CLASS 0
 MN0014
 MN0014.The horizontal coordinates were determined by differentially corrected
 MN0014.hand held GPS observations or other comparable positioning techniques
 MN0014.and have an estimated accuracy of +/- 3 meters.
 MN0014
 MN0014.The orthometric height was determined by differential leveling and
 MN0014.adjusted by the NATIONAL GEODETIC SURVEY
 MN0014.in June 1991.
 MN0014
 MN0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0014.GEOID18 height accuracy estimate available here.
 MN0014
 MN0014.Click photographs - Photos may exist for this station.
 MN0014
 MN0014.The dynamic height is computed by dividing the NAVD 88
 MN0014.geopotential number by the normal gravity value computed on the
 MN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0014.degrees latitude (g = 980.6199 gals.).
 MN0014
 MN0014.The modeled gravity was interpolated from observed gravity values.
 MN0014
 MN0014;                    North         East    Units  Estimated Accuracy
 MN0014;SPC NE       -   224,266.4     298,861.9     MT  (+/- 3 meters HH1 GPS) 
 MN0014
 MN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1406033880(NAD 83)
 MN0014
 MN0014                          SUPERSEDED SURVEY CONTROL
 MN0014
 MN0014  NGVD 29 (??/??/92) 1172.005  (m)         3845.15   (f) ADJ UNCH    2 0
 MN0014
 MN0014.Superseded values are not recommended for survey control.
 MN0014
 MN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0014.See file dsdata.pdf to determine how the superseded data were derived.
 MN0014
 MN0014_MARKER: DB = BENCH MARK DISK
 MN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0014_STAMPING: C 56 1934
 MN0014_MARK LOGO: CGS
 MN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0014+STABILITY: SURFACE MOTION
 MN0014
 MN0014  HISTORY     - Date     Condition        Report By
 MN0014  HISTORY     - 1934     MONUMENTED       CGS
 MN0014  HISTORY     - 1938     GOOD             CGS
 MN0014  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0014
 MN0014                          STATION DESCRIPTION
 MN0014
 MN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0014'34.5 MI N FROM OSHKOSH.
 MN0014'34.5 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0014'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0014'COUNTY, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30
 MN0014'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE CROSSING, AND
 MN0014'2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C 56 1934 AND
 MN0014'SET IN THE TOP OF A CONCRETE POST.
 MN0014
 MN0014                          STATION RECOVERY (1938)
 MN0014
 MN0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0014'RECOVERED IN GOOD CONDITION.
 MN0014
 MN0014                          STATION RECOVERY (1984)
 MN0014
 MN0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0375 ***********************************************************************
 NP0375  DESIGNATION -  C 57
 NP0375  PID         -  NP0375
 NP0375  STATE/COUNTY-  NE/SIOUX
 NP0375  COUNTRY     -  US
 NP0375  USGS QUAD   -  MARSLAND SW (2017)
 NP0375
 NP0375                         *CURRENT SURVEY CONTROL
 NP0375  ______________________________________________________________________
 NP0375* NAD 83(1986) POSITION- 42 17 35.69   (N) 103 28 36.24   (W)   HD_HELD1
 NP0375* NAVD 88 ORTHO HEIGHT -  1389.546 (meters)     4558.87  (feet) POSTED
 NP0375  ______________________________________________________________________
 NP0375  GEOID HEIGHT    -        -18.038 (meters)                     GEOID18
 NP0375  DYNAMIC HEIGHT  -       1388.68  (meters)     4556.0   (feet) COMP
 NP0375  MODELED GRAVITY -    979,948.3   (mgal)                       NAVD 88
 NP0375
 NP0375  VERT ORDER      -  * POSTED, SEE BELOW
 NP0375
 NP0375.The horizontal coordinates were determined by differentially corrected
 NP0375.hand held GPS observations or other comparable positioning techniques
 NP0375.and have an estimated accuracy of +/- 3 meters.
 NP0375
 NP0375.The orthometric height was determined by differential leveling
 NP0375.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0375
 NP0375.* This is a POSTED BENCH MARK height.
 NP0375
 NP0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0375.GEOID18 height accuracy estimate available here.
 NP0375
 NP0375.Click photographs - Photos may exist for this station.
 NP0375
 NP0375.The dynamic height is computed by dividing the NAVD 88
 NP0375.geopotential number by the normal gravity value computed on the
 NP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0375.degrees latitude (g = 980.6199 gals.).
 NP0375
 NP0375.The modeled gravity was interpolated from observed gravity values.
 NP0375
 NP0375;                    North         East    Units  Estimated Accuracy
 NP0375;SPC NE       -   278,884.5     213,424.4     MT  (+/- 3 meters HH1 GPS) 
 NP0375
 NP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2557383459(NAD 83)
 NP0375
 NP0375                          SUPERSEDED SURVEY CONTROL
 NP0375
 NP0375  NGVD 29 (??/??/92) 1388.834  (m)         4556.53   (f) ADJ UNCH    2 0
 NP0375
 NP0375.Superseded values are not recommended for survey control.
 NP0375
 NP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0375.See file dsdata.pdf to determine how the superseded data were derived.
 NP0375
 NP0375_MARKER: DB = BENCH MARK DISK
 NP0375_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0375_STAMPING: C 57 1934
 NP0375_MARK LOGO: CGS
 NP0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0375
 NP0375  HISTORY     - Date     Condition        Report By
 NP0375  HISTORY     - 1934     MONUMENTED       CGS
 NP0375  HISTORY     - 1938     GOOD             CGS
 NP0375  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0375
 NP0375                          STATION DESCRIPTION
 NP0375
 NP0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0375'22.1 MI W FROM HEMINGFORD.
 NP0375'ALONG A COUNTY ROAD RUNNING INTO STATE HIGHWAY NO. 29 1.0 MILE
 NP0375'NORTH OF A SITE KNOWN AS ALDINE, 22.1 MILES WEST OF THE
 NP0375'POST OFFICE AT HEMINGFORD, 27 FEET SOUTH OF THE CENTER OF THE
 NP0375'ROAD, 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET WEST OF A
 NP0375'NORTH-SOUTH FENCE.  SET IN THE TOP OF A PRECASE CONCRETE
 NP0375'POST.
 NP0375
 NP0375                          STATION RECOVERY (1981)
 NP0375
 NP0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0407 ***********************************************************************
 NP0407  DESIGNATION -  C 58
 NP0407  PID         -  NP0407
 NP0407  STATE/COUNTY-  NE/SIOUX
 NP0407  COUNTRY     -  US
 NP0407  USGS QUAD   -  AGATE (2017)
 NP0407
 NP0407                         *CURRENT SURVEY CONTROL
 NP0407  ______________________________________________________________________
 NP0407* NAD 83(1986) POSITION- 42 29 41.     (N) 103 48 52.     (W)   SCALED
 NP0407* NAVD 88 ORTHO HEIGHT -  1421.696 (meters)     4664.35  (feet) POSTED
 NP0407  ______________________________________________________________________
 NP0407  GEOID HEIGHT    -        -16.924 (meters)                     GEOID18
 NP0407  DYNAMIC HEIGHT  -       1420.83  (meters)     4661.5   (feet) COMP
 NP0407  MODELED GRAVITY -    979,963.4   (mgal)                       NAVD 88
 NP0407
 NP0407  VERT ORDER      -  * POSTED, SEE BELOW
 NP0407
 NP0407.The horizontal coordinates were scaled from a map and have
 NP0407.an estimated accuracy of +/- 6 seconds.
 NP0407
 NP0407.The orthometric height was determined by differential leveling
 NP0407.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0407
 NP0407.* This is a POSTED BENCH MARK height.
 NP0407
 NP0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0407.GEOID18 height accuracy estimate available here.
 NP0407
 NP0407.Click photographs - Photos may exist for this station.
 NP0407
 NP0407.The dynamic height is computed by dividing the NAVD 88
 NP0407.geopotential number by the normal gravity value computed on the
 NP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0407.degrees latitude (g = 980.6199 gals.).
 NP0407
 NP0407.The modeled gravity was interpolated from observed gravity values.
 NP0407
 NP0407;                    North         East    Units  Estimated Accuracy
 NP0407;SPC NE       -   302,410.      186,590.      MT  (+/- 180 meters Scaled)
 NP0407
 NP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH974053(NAD 83)
 NP0407
 NP0407                          SUPERSEDED SURVEY CONTROL
 NP0407
 NP0407  NGVD 29 (??/??/92) 1420.984  (m)         4662.01   (f) ADJ UNCH    2 0
 NP0407
 NP0407.Superseded values are not recommended for survey control.
 NP0407
 NP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0407.See file dsdata.pdf to determine how the superseded data were derived.
 NP0407
 NP0407_MARKER: DB = BENCH MARK DISK
 NP0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0407_STAMPING: C 58 1934
 NP0407_MARK LOGO: CGS
 NP0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0407+STABILITY: SURFACE MOTION
 NP0407
 NP0407  HISTORY     - Date     Condition        Report By
 NP0407  HISTORY     - 1934     MONUMENTED       CGS
 NP0407  HISTORY     - 1974     GOOD             USGS
 NP0407
 NP0407                          STATION DESCRIPTION
 NP0407
 NP0407'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0407'16.5 MI SE FROM HARRISON.
 NP0407'16.5 MI. SOUTH AND EAST ALONG HWY. 29 FROM HARRISON TO THE
 NP0407'BEGINNING OF A BEND IN THE HWY. AND A GRADED GRAVEL ROAD WEST,
 NP0407'THENCE WEST 0.9 MI. TO A CATTLEGUARD AND THE BENCHMARK.  THE
 NP0407'BENCHMARK IS 38 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 NP0407'3 FEET WEST OF THE NORTH-SOUTH FENCE.  A STANDARD DISK STAMPED
 NP0407'C 58 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- (THE
 NP0407'POST IS NOW PROJECTING ABOUT 18 IN BUT STILL SEEMS SOLID.)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0067 ***********************************************************************
 MN0067  DESIGNATION -  C 59
 MN0067  PID         -  MN0067
 MN0067  STATE/COUNTY-  NE/DEUEL
 MN0067  COUNTRY     -  US
 MN0067  USGS QUAD   -  CHAPPELL (2017)
 MN0067
 MN0067                         *CURRENT SURVEY CONTROL
 MN0067  ______________________________________________________________________
 MN0067* NAD 83(1986) POSITION- 41 04 30.     (N) 102 26 06.     (W)   SCALED
 MN0067* NAVD 88 ORTHO HEIGHT -  1119.427 (meters)     3672.65  (feet) ADJUSTED
 MN0067  ______________________________________________________________________
 MN0067  GEOID HEIGHT    -        -20.130 (meters)                     GEOID18
 MN0067  DYNAMIC HEIGHT  -       1118.689 (meters)     3670.23  (feet) COMP
 MN0067  MODELED GRAVITY -    979,926.4   (mgal)                       NAVD 88
 MN0067
 MN0067  VERT ORDER      -  SECOND    CLASS 0
 MN0067
 MN0067.The horizontal coordinates were scaled from a map and have
 MN0067.an estimated accuracy of +/- 6 seconds.
 MN0067
 MN0067.The orthometric height was determined by differential leveling and
 MN0067.adjusted by the NATIONAL GEODETIC SURVEY
 MN0067.in June 1991.
 MN0067
 MN0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0067.GEOID18 height accuracy estimate available here.
 MN0067
 MN0067.Click photographs - Photos may exist for this station.
 MN0067
 MN0067.The dynamic height is computed by dividing the NAVD 88
 MN0067.geopotential number by the normal gravity value computed on the
 MN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0067.degrees latitude (g = 980.6199 gals.).
 MN0067
 MN0067.The modeled gravity was interpolated from observed gravity values.
 MN0067
 MN0067;                    North         East    Units  Estimated Accuracy
 MN0067;SPC NE       -   140,740.      295,450.      MT  (+/- 180 meters Scaled)
 MN0067
 MN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF154502(NAD 83)
 MN0067
 MN0067                          SUPERSEDED SURVEY CONTROL
 MN0067
 MN0067  NGVD 29 (??/??/92) 1118.939  (m)         3671.05   (f) ADJ UNCH    2 0
 MN0067
 MN0067.Superseded values are not recommended for survey control.
 MN0067
 MN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0067.See file dsdata.pdf to determine how the superseded data were derived.
 MN0067
 MN0067_MARKER: DB = BENCH MARK DISK
 MN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0067_STAMPING: C 59 1934
 MN0067_MARK LOGO: CGS
 MN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0067+STABILITY: SURFACE MOTION
 MN0067
 MN0067  HISTORY     - Date     Condition        Report By
 MN0067  HISTORY     - 1934     MONUMENTED       CGS
 MN0067  HISTORY     - 1960     MARK NOT FOUND   USGS
 MN0067
 MN0067                          STATION DESCRIPTION
 MN0067
 MN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0067'2.3 MI SE FROM CHAPPELL.
 MN0067'2.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0067'STATION AT CHAPPELL, DEUEL COUNTY, 170 FEET EAST OF MILEPOST
 MN0067'378, OPPOSITE A SIGNAL BOX, AND 60 FEET EAST OF THE EAST RAIL OF
 MN0067'THE EAST DOUBLE TRACK.  A STANDARD DISK, STAMPED C 59 1934 AND
 MN0067'SET IN THE TOP OF A CONCRETE POST.
 MN0067
 MN0067                          STATION RECOVERY (1960)
 MN0067
 MN0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MN0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0584 ***********************************************************************
 ML0584  DESIGNATION -  C 6
 ML0584  PID         -  ML0584
 ML0584  STATE/COUNTY-  NE/CUSTER
 ML0584  COUNTRY     -  US
 ML0584  USGS QUAD   -  SARGENT SE (2017)
 ML0584
 ML0584                         *CURRENT SURVEY CONTROL
 ML0584  ______________________________________________________________________
 ML0584* NAD 83(1986) POSITION- 41 35 57.     (N) 099 16 33.     (W)   SCALED
 ML0584* NAVD 88 ORTHO HEIGHT -   691.236 (meters)     2267.83  (feet) ADJUSTED
 ML0584  ______________________________________________________________________
 ML0584  GEOID HEIGHT    -        -23.293 (meters)                     GEOID18
 ML0584  DYNAMIC HEIGHT  -        690.896 (meters)     2266.71  (feet) COMP
 ML0584  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 ML0584
 ML0584  VERT ORDER      -  FIRST     CLASS II
 ML0584
 ML0584.The horizontal coordinates were scaled from a map and have
 ML0584.an estimated accuracy of +/- 6 seconds.
 ML0584
 ML0584.The orthometric height was determined by differential leveling and
 ML0584.adjusted by the NATIONAL GEODETIC SURVEY
 ML0584.in June 1991.
 ML0584
 ML0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0584.GEOID18 height accuracy estimate available here.
 ML0584
 ML0584.Click photographs - Photos may exist for this station.
 ML0584
 ML0584.The dynamic height is computed by dividing the NAVD 88
 ML0584.geopotential number by the normal gravity value computed on the
 ML0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0584.degrees latitude (g = 980.6199 gals.).
 ML0584
 ML0584.The modeled gravity was interpolated from observed gravity values.
 ML0584
 ML0584;                    North         East    Units  Estimated Accuracy
 ML0584;SPC NE       -   196,310.      560,350.      MT  (+/- 180 meters Scaled)
 ML0584
 ML0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM770053(NAD 83)
 ML0584
 ML0584                          SUPERSEDED SURVEY CONTROL
 ML0584
 ML0584  NGVD 29 (??/??/92)  690.989  (m)         2267.02   (f) ADJ UNCH    1 2
 ML0584
 ML0584.Superseded values are not recommended for survey control.
 ML0584
 ML0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0584.See file dsdata.pdf to determine how the superseded data were derived.
 ML0584
 ML0584_MARKER: DB = BENCH MARK DISK
 ML0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0584_STAMPING: C 6
 ML0584_MARK LOGO: BOR
 ML0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0584+STABILITY: SURFACE MOTION
 ML0584
 ML0584  HISTORY     - Date     Condition        Report By
 ML0584  HISTORY     - UNK      MONUMENTED       BOR
 ML0584  HISTORY     - 1950     GOOD             CGS
 ML0584
 ML0584                          STATION DESCRIPTION
 ML0584
 ML0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0584'3.4 MI NW FROM COMSTOCK.
 ML0584'3.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0584'RAILROAD FROM THE STATION AT COMSTOCK, 6 POLES SOUTHEAST OF
 ML0584'MILEPOST 68, 14 1/2 RAILS SOUTHEAST OF A PRIVATE ROAD CROSSING,
 ML0584'47 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.4 FEET SOUTHWEST OF
 ML0584'A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0584'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0767 ***********************************************************************
 LH0767  DESIGNATION -  C 6
 LH0767  PID         -  LH0767
 LH0767  STATE/COUNTY-  NE/DAWSON
 LH0767  COUNTRY     -  US
 LH0767  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0767
 LH0767                         *CURRENT SURVEY CONTROL
 LH0767  ______________________________________________________________________
 LH0767* NAD 83(1986) POSITION- 40 46 34.8    (N) 099 44 30.5    (W)   HD_HELD2
 LH0767* NAVD 88 ORTHO HEIGHT -   728.637 (meters)     2390.54  (feet) ADJUSTED
 LH0767  ______________________________________________________________________
 LH0767  GEOID HEIGHT    -        -23.831 (meters)                     GEOID18
 LH0767  DYNAMIC HEIGHT  -        728.211 (meters)     2389.14  (feet) COMP
 LH0767  MODELED GRAVITY -    980,015.9   (mgal)                       NAVD 88
 LH0767
 LH0767  VERT ORDER      -  FIRST     CLASS II
 LH0767
 LH0767.The horizontal coordinates were established by autonomous hand held GPS
 LH0767.observations and have an estimated accuracy of +/- 10 meters.
 LH0767
 LH0767.The orthometric height was determined by differential leveling and
 LH0767.adjusted by the NATIONAL GEODETIC SURVEY
 LH0767.in June 1991.
 LH0767
 LH0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0767.GEOID18 height accuracy estimate available here.
 LH0767
 LH0767.Click photographs - Photos may exist for this station.
 LH0767
 LH0767.The dynamic height is computed by dividing the NAVD 88
 LH0767.geopotential number by the normal gravity value computed on the
 LH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0767.degrees latitude (g = 980.6199 gals.).
 LH0767
 LH0767.The modeled gravity was interpolated from observed gravity values.
 LH0767
 LH0767;                    North         East    Units  Estimated Accuracy
 LH0767;SPC NE       -   104,732.      521,791.      MT  (+/- 10 meters HH2 GPS)
 LH0767
 LH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3740214193(NAD 83)
 LH0767
 LH0767                          SUPERSEDED SURVEY CONTROL
 LH0767
 LH0767  NGVD 29 (02/14/92)  728.362  (m)         2389.63   (f) ADJUSTED    1 2
 LH0767  NGVD 29 (??/??/87)  728.362  (m)         2389.63   (f) SUPERSEDED  1 2
 LH0767
 LH0767.Superseded values are not recommended for survey control.
 LH0767
 LH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0767.See file dsdata.pdf to determine how the superseded data were derived.
 LH0767
 LH0767_MARKER: DB = BENCH MARK DISK
 LH0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0767_STAMPING: C 6 1933 2389.634
 LH0767_MARK LOGO: CGS
 LH0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0767+STABILITY: SURFACE MOTION
 LH0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0767+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1992
 LH0767
 LH0767  HISTORY     - Date     Condition        Report By
 LH0767  HISTORY     - 1933     MONUMENTED       CGS
 LH0767  HISTORY     - 1950     GOOD             CGS
 LH0767  HISTORY     - 1986     GOOD             NGS
 LH0767  HISTORY     - 19910920 GOOD             NGS
 LH0767  HISTORY     - 19920710 GOOD             LOCSUR
 LH0767  HISTORY     - 20060514 POOR             GEOCAC
 LH0767
 LH0767                          STATION DESCRIPTION
 LH0767
 LH0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0767'AT LEXINGTON.
 LH0767'AT LEXINGTON, DAWSON COUNTY, ABOUT 240 FEET EAST OF THE UNION
 LH0767'PACIFIC RAILROAD STATION, ABOUT 131 FEET NORTH OF THE NORTH
 LH0767'RAIL OF THE NORTH MAIN TRACK, 63.5 FEET WEST OF THE CENTER
 LH0767'LINE OF A STREET, AT THE SOUTHEAST CORNER OF A SMALL PARK, 22.4
 LH0767'FEET WEST OF THE EAST IRON FENCE, AND 17 FEET NORTH OF THE
 LH0767'SOUTH IRON FENCE.  A STANDARD DISK, STAMPED 2389.634 C 6 1933
 LH0767'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 LH0767'ABOVE GROUND.
 LH0767
 LH0767                          STATION RECOVERY (1950)
 LH0767
 LH0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0767'RECOVERED IN GOOD CONDITION.
 LH0767
 LH0767                          STATION RECOVERY (1986)
 LH0767
 LH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0767'RECOVERED IN GOOD CONDITION.
 LH0767
 LH0767                          STATION RECOVERY (1991)
 LH0767
 LH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0767'IN LEXINGTON, AT THE INTERSECTION OF WASHINGTON STREET AND U.S.
 LH0767'HIGHWAY 30, NEAR THE SOUTHEAST CORNER OF CENTENNIAL PARK, 28.4 M
 LH0767'(93.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 LH0767'HIGHWAY, 18.9 M (62.0 FT) WEST OF AND LEVEL WITH THE STREET CENTER,
 LH0767'6.7 M (22.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 2001 WITH A METER
 LH0767'ATTACHED, 5.4 M (17.7 FT) NORTH OF A CHAIN-LINK FENCE, AND THE
 LH0767'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0767
 LH0767                          STATION RECOVERY (1992)
 LH0767
 LH0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 LH0767'IN LEXINGTON, AT THE INTERSECTION OF WASHINGTON STREET AND U.S.
 LH0767'HIGHWAY 30, NEAR THE SOUTHEAST CORNER OF CENTENNIAL PARK, 28.4 M
 LH0767'(93.2 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND LANES OF THE
 LH0767'HIGHWAY, 18.9 M (62.0 FT) WEST OF AND LEVEL WITH THE STREET CENTER,
 LH0767'6.7 M (22.0 FT) SOUTHWEST FROM UTILITY POLE NUMBER 2001 WITH A METER
 LH0767'ATTACHED, 5.4 M (17.7 FT) NORTH OF A CHAIN-LINK FENCE AND THE CONCRETE
 LH0767'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0767
 LH0767                          STATION RECOVERY (2006)
 LH0767
 LH0767'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0767'THE DISK IS BADLY WORN AND NICKED, AND THE STAMPING IS BARELY
 LH0767'DISCERNABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0824 ***********************************************************************
 LH0824  DESIGNATION -  C 60 RESET
 LH0824  PID         -  LH0824
 LH0824  STATE/COUNTY-  NE/DAWSON
 LH0824  COUNTRY     -  US
 LH0824  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0824
 LH0824                         *CURRENT SURVEY CONTROL
 LH0824  ______________________________________________________________________
 LH0824* NAD 83(1986) POSITION- 40 51 59.     (N) 099 44 56.     (W)   SCALED
 LH0824* NAVD 88 ORTHO HEIGHT -   742.86  (meters)     2437.2   (feet) RESET
 LH0824  ______________________________________________________________________
 LH0824  GEOID HEIGHT    -        -23.627 (meters)                     GEOID18
 LH0824  VERT ORDER      -  THIRD
 LH0824
 LH0824.The horizontal coordinates were scaled from a map and have
 LH0824.an estimated accuracy of +/- 6 seconds.
 LH0824
 LH0824.The orthometric height was computed from unverified reset data.
 LH0824
 LH0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0824.GEOID18 height accuracy estimate available here.
 LH0824
 LH0824.Click photographs - Photos may exist for this station.
 LH0824
 LH0824;                    North         East    Units  Estimated Accuracy
 LH0824;SPC NE       -   114,730.      521,160.      MT  (+/- 180 meters Scaled)
 LH0824
 LH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368241(NAD 83)
 LH0824
 LH0824                          SUPERSEDED SURVEY CONTROL
 LH0824
 LH0824  NGVD 29 (??/??/??)  742.58   (m)         2436.3    (f) RESET       3  
 LH0824
 LH0824.Superseded values are not recommended for survey control.
 LH0824
 LH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0824.See file dsdata.pdf to determine how the superseded data were derived.
 LH0824
 LH0824_MARKER: DB = BENCH MARK DISK
 LH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0824_STAMPING: C 60 RESET 1968
 LH0824_MARK LOGO: CGS
 LH0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0824+STABILITY: SURFACE MOTION
 LH0824
 LH0824  HISTORY     - Date     Condition        Report By
 LH0824  HISTORY     - 1968     MONUMENTED       LOCSUR
 LH0824
 LH0824                          STATION DESCRIPTION
 LH0824
 LH0824'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 LH0824'6.2 MI N FROM LEXINGTON.
 LH0824'6.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0824'AT LEXINGTON, 0.4 MILE NORTH OF THE CROSSING OF AN EAST-WEST
 LH0824'ROAD, 79.4 FEET WEST OF THE EAST QUARTER CORNER OF SECTION 6,
 LH0824'T 10 N, R 21 W, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0824'2 FEET SOUTH OF A FENCE LINE, BELIEVED TO BE SET IN THE TOP
 LH0824'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0167 ***********************************************************************
 NP0167  DESIGNATION -  C 61
 NP0167  PID         -  NP0167
 NP0167  STATE/COUNTY-  NE/BOX BUTTE
 NP0167  COUNTRY     -  US
 NP0167  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0167
 NP0167                         *CURRENT SURVEY CONTROL
 NP0167  ______________________________________________________________________
 NP0167* NAD 83(1986) POSITION- 42 05 46.     (N) 102 46 52.     (W)   SCALED
 NP0167* NAVD 88 ORTHO HEIGHT -  1206.060 (meters)     3956.88  (feet) ADJUSTED
 NP0167  ______________________________________________________________________
 NP0167  GEOID HEIGHT    -        -18.694 (meters)                     GEOID18
 NP0167  DYNAMIC HEIGHT  -       1205.363 (meters)     3954.60  (feet) COMP
 NP0167  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 NP0167
 NP0167  VERT ORDER      -  SECOND    CLASS 0
 NP0167
 NP0167.The horizontal coordinates were scaled from a map and have
 NP0167.an estimated accuracy of +/- 6 seconds.
 NP0167
 NP0167.The orthometric height was determined by differential leveling and
 NP0167.adjusted by the NATIONAL GEODETIC SURVEY
 NP0167.in June 1991.
 NP0167
 NP0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0167.GEOID18 height accuracy estimate available here.
 NP0167
 NP0167.Click photographs - Photos may exist for this station.
 NP0167
 NP0167.The dynamic height is computed by dividing the NAVD 88
 NP0167.geopotential number by the normal gravity value computed on the
 NP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0167.degrees latitude (g = 980.6199 gals.).
 NP0167
 NP0167.The modeled gravity was interpolated from observed gravity values.
 NP0167
 NP0167;                    North         East    Units  Estimated Accuracy
 NP0167;SPC NE       -   254,930.      270,040.      MT  (+/- 180 meters Scaled)
 NP0167
 NP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG834628(NAD 83)
 NP0167
 NP0167                          SUPERSEDED SURVEY CONTROL
 NP0167
 NP0167  NGVD 29 (??/??/92) 1205.486  (m)         3955.00   (f) ADJ UNCH    2 0
 NP0167
 NP0167.Superseded values are not recommended for survey control.
 NP0167
 NP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0167.See file dsdata.pdf to determine how the superseded data were derived.
 NP0167
 NP0167_MARKER: DB = BENCH MARK DISK
 NP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0167_STAMPING: C 61 1934
 NP0167_MARK LOGO: CGS
 NP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0167+STABILITY: SURFACE MOTION
 NP0167
 NP0167  HISTORY     - Date     Condition        Report By
 NP0167  HISTORY     - 1934     MONUMENTED       CGS
 NP0167  HISTORY     - 1940     GOOD             CGS
 NP0167
 NP0167                          STATION DESCRIPTION
 NP0167
 NP0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0167'4.6 MI E FROM ALLIANCE.
 NP0167'4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0167'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 19 RAILS EAST OF
 NP0167'MILEPOST 361, AT A ROAD CROSSING, 45.4 FEET SOUTH OF THE SOUTH
 NP0167'RAIL, 41.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 NP0167'NORTHWEST OF A FENCE CORNER, 2.5 FEET NORTH OF THE RIGHT-OF-WAY
 NP0167'FENCE, AND 3.0 FEET EAST OF A 4- BY 4-INCH WHITE POST PROJECTING
 NP0167'2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C 61 1934 AND
 NP0167'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 NP0167'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0108 ***********************************************************************
 NO0108  DESIGNATION -  C 63
 NO0108  PID         -  NO0108
 NO0108  STATE/COUNTY-  NE/HOOKER
 NO0108  COUNTRY     -  US
 NO0108  USGS QUAD   -  SENECA SW (2017)
 NO0108
 NO0108                         *CURRENT SURVEY CONTROL
 NO0108  ______________________________________________________________________
 NO0108* NAD 83(1986) POSITION- 42 02 36.     (N) 100 55 33.     (W)   SCALED
 NO0108* NAVD 88 ORTHO HEIGHT -   931.970 (meters)     3057.64  (feet) ADJUSTED
 NO0108  ______________________________________________________________________
 NO0108  GEOID HEIGHT    -        -20.960 (meters)                     GEOID18
 NO0108  DYNAMIC HEIGHT  -        931.477 (meters)     3056.02  (feet) COMP
 NO0108  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 NO0108
 NO0108  VERT ORDER      -  SECOND    CLASS 0
 NO0108
 NO0108.The horizontal coordinates were scaled from a map and have
 NO0108.an estimated accuracy of +/- 6 seconds.
 NO0108
 NO0108.The orthometric height was determined by differential leveling and
 NO0108.adjusted by the NATIONAL GEODETIC SURVEY
 NO0108.in June 1991.
 NO0108
 NO0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0108.GEOID18 height accuracy estimate available here.
 NO0108
 NO0108.Click photographs - Photos may exist for this station.
 NO0108
 NO0108.The dynamic height is computed by dividing the NAVD 88
 NO0108.geopotential number by the normal gravity value computed on the
 NO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0108.degrees latitude (g = 980.6199 gals.).
 NO0108
 NO0108.The modeled gravity was interpolated from observed gravity values.
 NO0108
 NO0108;                    North         East    Units  Estimated Accuracy
 NO0108;SPC NE       -   245,780.      423,370.      MT  (+/- 180 meters Scaled)
 NO0108
 NO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM406563(NAD 83)
 NO0108
 NO0108                          SUPERSEDED SURVEY CONTROL
 NO0108
 NO0108  NGVD 29 (??/??/92)  931.629  (m)         3056.52   (f) ADJ UNCH    2 0
 NO0108
 NO0108.Superseded values are not recommended for survey control.
 NO0108
 NO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0108.See file dsdata.pdf to determine how the superseded data were derived.
 NO0108
 NO0108_MARKER: DB = BENCH MARK DISK
 NO0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0108_STAMPING: C 63 1934
 NO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0108+STABILITY: SURFACE MOTION
 NO0108
 NO0108  HISTORY     - Date     Condition        Report By
 NO0108  HISTORY     - 1934     MONUMENTED       CGS
 NO0108  HISTORY     - 19851008 GOOD             USPSQD
 NO0108
 NO0108                          STATION DESCRIPTION
 NO0108
 NO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0108'6.1 MI E FROM MULLEN.
 NO0108'6.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0108'FROM THE STATION AT MULLEN, HOOKER COUNTY, OPPOSITE THE STATION
 NO0108'SIGN AT KELSO, AT MILEAGE 262.5, 26.2 FEET NORTH OF THE NORTH
 NO0108'RAIL, AND 14.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NO0108'TELEPHONE BOOTH.  A STANDARD DISK, STAMPED C 63 1934 AND SET
 NO0108'IN THE TOP OF A CONCRETE POST.
 NO0108
 NO0108                          STATION RECOVERY (1985)
 NO0108
 NO0108'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4111 ***********************************************************************
 AB4111  CBN         -  This is a Cooperative Base Network Control Station.
 AB4111  DESIGNATION -  C 63
 AB4111  PID         -  AB4111
 AB4111  STATE/COUNTY-  NE/SHERIDAN
 AB4111  COUNTRY     -  US
 AB4111  USGS QUAD   -  GREEN LAKE (2017)
 AB4111
 AB4111                         *CURRENT SURVEY CONTROL
 AB4111  ______________________________________________________________________
 AB4111* NAD 83(2011) POSITION- 42 21 39.85249(N) 102 18 07.33431(W)   ADJUSTED
 AB4111* NAD 83(2011) ELLIP HT-  1170.943 (meters)        (06/27/12)   ADJUSTED
 AB4111* NAD 83(2011) EPOCH   -  2010.00
 AB4111* NAVD 88 ORTHO HEIGHT -  1189.4   (meters)     3902.    (feet) GPS OBS
 AB4111  ______________________________________________________________________
 AB4111  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4111  GEOID HEIGHT    -        -18.013 (meters)                     GEOID93
 AB4111  GEOID HEIGHT    -        -18.421 (meters)                     GEOID18
 AB4111  NAD 83(2011) X  - -1,005,866.397 (meters)                     COMP
 AB4111  NAD 83(2011) Y  - -4,612,531.872 (meters)                     COMP
 AB4111  NAD 83(2011) Z  -  4,276,113.007 (meters)                     COMP
 AB4111  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AB4111
 AB4111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4111  Standards:
 AB4111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4111  -------------------------------------------------------------------
 AB4111  NETWORK    0.45   1.23           0.21   0.14   0.63     -0.05880060
 AB4111  -------------------------------------------------------------------
 AB4111  Click here for local accuracies and other accuracy information.
 AB4111
 AB4111.The horizontal coordinates were established by GPS observations
 AB4111.and adjusted by the National Geodetic Survey in June 2012.
 AB4111
 AB4111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4111.been affixed to the stable North American tectonic plate. See 
 AB4111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4111
 AB4111.The horizontal coordinates are valid at the epoch date displayed above
 AB4111.which is a decimal equivalence of Year/Month/Day.
 AB4111
 AB4111.The orthometric height was determined by GPS observations and a
 AB4111.high-resolution geoid model.
 AB4111
 AB4111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4111.GEOID18 height accuracy estimate available here.
 AB4111
 AB4111.Click photographs - Photos may exist for this station.
 AB4111
 AB4111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4111
 AB4111.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4111
 AB4111.The ellipsoidal height was determined by GPS observations
 AB4111.and is referenced to NAD 83.
 AB4111
 AB4111. The following values were computed from the NAD 83(2011) position.
 AB4111
 AB4111;                    North         East     Units Scale Factor Converg.
 AB4111;SPC NE       -   283,177.643   310,422.474   MT  0.99977004   -1 31 32.0
 AB4111;SPC NE       -   929,058.65  1,018,444.40   sFT  0.99977004   -1 31 32.0
 AB4111;UTM  13      - 4,693,392.729   722,178.952   MT  1.00020740   +1 49 07.1
 AB4111
 AB4111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4111!SPC NE       -   0.99981639  x   0.99977004  =   0.99958647
 AB4111!UTM  13      -   0.99981639  x   1.00020740  =   1.00002375
 AB4111
 AB4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2217893392(NAD 83)
 AB4111
 AB4111                          SUPERSEDED SURVEY CONTROL
 AB4111
 AB4111  NAD 83(2007)-  42 21 39.85234(N)    102 18 07.33537(W) AD(2002.00) 0
 AB4111  ELLIP H (02/10/07) 1170.971  (m)                       GP(2002.00)    
 AB4111  ELLIP H (09/24/01) 1170.952  (m)                       GP(       ) 4 1
 AB4111  NAD 83(1995)-  42 21 39.85167(N)    102 18 07.33556(W) AD(       ) B
 AB4111  ELLIP H (06/25/96) 1171.004  (m)                       GP(       ) 1 1
 AB4111
 AB4111.Superseded values are not recommended for survey control.
 AB4111
 AB4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4111.See file dsdata.pdf to determine how the superseded data were derived.
 AB4111
 AB4111_MARKER: DB = BENCH MARK DISK
 AB4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4111_STAMPING: C 63 1946
 AB4111_MARK LOGO: USGS
 AB4111_PROJECTION: PROJECTING 9 CENTIMETERS
 AB4111_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4111+STABILITY: SURFACE MOTION
 AB4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4111+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2020
 AB4111
 AB4111  HISTORY     - Date     Condition        Report By
 AB4111  HISTORY     - 1946     MONUMENTED       USGS
 AB4111  HISTORY     - 19950518 GOOD             NGS
 AB4111  HISTORY     - 20200130 GOOD             NEGS
 AB4111
 AB4111                          STATION DESCRIPTION
 AB4111
 AB4111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4111'THE MARK IS LOCATED ABOUT 31.5 MI (50.7 KM) SOUTH OF GORDON, 20.0 MI
 AB4111'(32.2 KM) NORTH OF ELLSWORTH, 5.0 MI (8.0 KM) WEST OF STATE HIGHWAY
 AB4111'27, AT THE DISTRICT 133, GOLDEN RULE SCHOOL, ON THE WEST RIGHT-OF-WAY
 AB4111'OF A COUNTY ROAD AND IN THE SE1/4, SEC35, T28N, R43W.  TO REACH THE
 AB4111'MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 27 AT ELLSWORTH, GO
 AB4111'NORTH ON HIGHWAY 27 FOR 23.1 MI (37.2 KM) TO THE SHERIDAN COUNTY LINE.
 AB4111'CONTINUE NORTH FOR 1.2 MI (1.9 KM) TO THE MARI SANDOZ HISTORICAL
 AB4111'MARKER ON THE RIGHT.  CONTINUE NORTH FOR 0.8 MI (1.3 KM) TO A SIDE
 AB4111'ROAD ON THE LEFT AND A SIGN FOR THE SMITH LAKE STATE WILDLIFE
 AB4111'MANAGEMENT AREA.  TURN LEFT AND GO WEST ON A ONE-LANE, PAVED ROAD FOR
 AB4111'5.3 MI (8.5 KM) TO A SIDE ROAD RIGHT.  CONTINUE WEST FOR 0.25 MI (0.40
 AB4111'KM) TO SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.15 MI
 AB4111'(0.24 KM) TO THE SCHOOL AND THE MARK ON THE RIGHT, AT THE SOUTHEAST
 AB4111'CORNER OF THE SCHOOL YARD.  THE DISK, A STANDARD USGS BENCH MARK
 AB4111'TABLET, IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 AB4111'PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS 122.6 FT (37.4
 AB4111'M) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 AB4111'27.0 FT (8.2 M) WEST OF THE CENTERLINE OF THE ROAD, 10.5 FT (3.2 M)
 AB4111'EAST-NORTHEAST OF A BURIED CABLE SIGN POST AT A FENCE CORNER, 2.2 FT
 AB4111'(0.7 M) NORTHWEST OF THE END POST OF A STUB FENCE, 1.2 FT (0.4 M)
 AB4111'NORTH OF A WITNESS POST AND STUB FENCE AND ABOUT LEVEL WITH THE ROAD.
 AB4111'REBAR WAS SET AT THE NORTH SIDE OF THE MARK.
 AB4111
 AB4111                          STATION RECOVERY (2020)
 AB4111
 AB4111'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 AB4111'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 27
 AB4111'NEAR ELLSWORTH, NE. - GO NORTH ON N-27 APPROXIMATELY 25.0 MI (40.2 KM)
 AB4111'TO A COUNTY ROAD (358 TRUNK HIGHWAY TRAIL) AT MILE POST 192 + 55.
 AB4111'TURN LEFT (WEST) ONTO 358 TRAIL AND GO APPROXIMATELY 5.5 MI (8.8 KM)
 AB4111'WEST-SOUTHWEST TO COUNTY ROAD 254 TRUNK HIGHWAY LANE.  TURN LEFT
 AB4111'(SOUTH) ONTO 254 TRUNK HIGHWAY LANE AND GO 0.14 MI (0.23 KM) TO
 AB4111'STATION ON THE RIGHT (WEST).  THE TIES ON THE ORIGINAL STATION
 AB4111'DESCRIPTION ARE STILL USABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0010 ***********************************************************************
 MM0010  DESIGNATION -  C 64
 MM0010  PID         -  MM0010
 MM0010  STATE/COUNTY-  NE/BLAINE
 MM0010  COUNTRY     -  US
 MM0010  USGS QUAD   -  DUNNING SW (2017)
 MM0010
 MM0010                         *CURRENT SURVEY CONTROL
 MM0010  ______________________________________________________________________
 MM0010* NAD 83(1986) POSITION- 41 52 27.99   (N) 100 12 20.35   (W)   HD_HELD1
 MM0010* NAVD 88 ORTHO HEIGHT -   813.024 (meters)     2667.40  (feet) ADJUSTED
 MM0010  ______________________________________________________________________
 MM0010  GEOID HEIGHT    -        -22.126 (meters)                     GEOID18
 MM0010  DYNAMIC HEIGHT  -        812.615 (meters)     2666.05  (feet) COMP
 MM0010  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 MM0010
 MM0010  VERT ORDER      -  SECOND    CLASS 0
 MM0010
 MM0010.The horizontal coordinates were determined by differentially corrected
 MM0010.hand held GPS observations or other comparable positioning techniques
 MM0010.and have an estimated accuracy of +/- 3 meters.
 MM0010
 MM0010.The orthometric height was determined by differential leveling and
 MM0010.adjusted by the NATIONAL GEODETIC SURVEY
 MM0010.in June 1991.
 MM0010
 MM0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0010.GEOID18 height accuracy estimate available here.
 MM0010
 MM0010.Click photographs - Photos may exist for this station.
 MM0010
 MM0010.The dynamic height is computed by dividing the NAVD 88
 MM0010.geopotential number by the normal gravity value computed on the
 MM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0010.degrees latitude (g = 980.6199 gals.).
 MM0010
 MM0010.The modeled gravity was interpolated from observed gravity values.
 MM0010
 MM0010;                    North         East    Units  Estimated Accuracy
 MM0010;SPC NE       -   226,636.6     482,933.5     MT  (+/- 3 meters HH1 GPS) 
 MM0010
 MM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9995336538(NAD 83)
 MM0010
 MM0010                          SUPERSEDED SURVEY CONTROL
 MM0010
 MM0010  NGVD 29 (??/??/92)  812.736  (m)         2666.45   (f) ADJ UNCH    2 0
 MM0010
 MM0010.Superseded values are not recommended for survey control.
 MM0010
 MM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0010.See file dsdata.pdf to determine how the superseded data were derived.
 MM0010
 MM0010_MARKER: DB = BENCH MARK DISK
 MM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0010_STAMPING: C 64 1934
 MM0010_MARK LOGO: CGS
 MM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0010+STABILITY: SURFACE MOTION
 MM0010
 MM0010  HISTORY     - Date     Condition        Report By
 MM0010  HISTORY     - 1934     MONUMENTED       CGS
 MM0010  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0010
 MM0010                          STATION DESCRIPTION
 MM0010
 MM0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0010'3.9 MI SW FROM HALSEY.
 MM0010'IN BLAINE COUNTY, 3.9 MILES SOUTHEAST ALONG THE CHICAGO,
 MM0010'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT HALSEY,
 MM0010'THOMAS COUNTY, 16 RAILS EAST OF THE EAST END OF THE EDBELL
 MM0010'STATION, AT A ROAD CROSSING, 37.4 FEET NORTH OF THE NORTH RAIL,
 MM0010'20.0 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6.2 FEET EAST
 MM0010'OF A POLE.  A STANDARD DISK, STAMPED C 64 1934 AND SET IN
 MM0010'THE TOP OF A CONCRETE POST.
 MM0010
 MM0010                          STATION RECOVERY (1985)
 MM0010
 MM0010'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0175 ***********************************************************************
 MM0175  DESIGNATION -  C 65
 MM0175  PID         -  MM0175
 MM0175  STATE/COUNTY-  NE/LOGAN
 MM0175  COUNTRY     -  US
 MM0175  USGS QUAD   -  CODY LAKE (2017)
 MM0175
 MM0175                         *CURRENT SURVEY CONTROL
 MM0175  ______________________________________________________________________
 MM0175* NAD 83(1986) POSITION- 41 36 19.     (N) 100 31 48.     (W)   SCALED
 MM0175* NAVD 88 ORTHO HEIGHT -   924.927 (meters)     3034.53  (feet) ADJUSTED
 MM0175  ______________________________________________________________________
 MM0175  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 MM0175  DYNAMIC HEIGHT  -        924.417 (meters)     3032.86  (feet) COMP
 MM0175  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 MM0175
 MM0175  VERT ORDER      -  SECOND    CLASS 0
 MM0175
 MM0175.The horizontal coordinates were scaled from a map and have
 MM0175.an estimated accuracy of +/- 6 seconds.
 MM0175
 MM0175.The orthometric height was determined by differential leveling and
 MM0175.adjusted by the NATIONAL GEODETIC SURVEY
 MM0175.in June 1991.
 MM0175
 MM0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0175.GEOID18 height accuracy estimate available here.
 MM0175
 MM0175.Click photographs - Photos may exist for this station.
 MM0175
 MM0175.The dynamic height is computed by dividing the NAVD 88
 MM0175.geopotential number by the normal gravity value computed on the
 MM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0175.degrees latitude (g = 980.6199 gals.).
 MM0175
 MM0175.The modeled gravity was interpolated from observed gravity values.
 MM0175
 MM0175;                    North         East    Units  Estimated Accuracy
 MM0175;SPC NE       -   196,870.      455,830.      MT  (+/- 180 meters Scaled)
 MM0175
 MM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM725070(NAD 83)
 MM0175
 MM0175                          SUPERSEDED SURVEY CONTROL
 MM0175
 MM0175  NGVD 29 (??/??/92)  924.614  (m)         3033.50   (f) ADJ UNCH    2 0
 MM0175
 MM0175.Superseded values are not recommended for survey control.
 MM0175
 MM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0175.See file dsdata.pdf to determine how the superseded data were derived.
 MM0175
 MM0175_MARKER: DB = BENCH MARK DISK
 MM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0175_STAMPING: C 65 1934
 MM0175_MARK LOGO: CGS
 MM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0175+STABILITY: SURFACE MOTION
 MM0175
 MM0175  HISTORY     - Date     Condition        Report By
 MM0175  HISTORY     - 1934     MONUMENTED       CGS
 MM0175
 MM0175                          STATION DESCRIPTION
 MM0175
 MM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0175'10 MI N FROM STAPLETON.
 MM0175'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0175'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 15.0
 MM0175'MILES SOUTH OF THE BRIDGE OVER DISMAL RIVER, ABOUT 0.3 MILE
 MM0175'SOUTH OF A RANCHHOUSE, 19.7 FEET EAST OF THE CENTER LINE OF THE
 MM0175'HIGHWAY, 2.1 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 1.6
 MM0175'FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 MM0175'STAMPED C 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0891 ***********************************************************************
 ML0891  DESIGNATION -  C 67
 ML0891  PID         -  ML0891
 ML0891  STATE/COUNTY-  NE/BLAINE
 ML0891  COUNTRY     -  US
 ML0891  USGS QUAD   -  BREWSTER (2017)
 ML0891
 ML0891                         *CURRENT SURVEY CONTROL
 ML0891  ______________________________________________________________________
 ML0891* NAD 83(1986) POSITION- 41 59 22.     (N) 099 51 32.     (W)   SCALED
 ML0891* NAVD 88 ORTHO HEIGHT -   771.520 (meters)     2531.23  (feet) ADJUSTED
 ML0891  ______________________________________________________________________
 ML0891  GEOID HEIGHT    -        -22.459 (meters)                     GEOID18
 ML0891  DYNAMIC HEIGHT  -        771.150 (meters)     2530.01  (feet) COMP
 ML0891  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 ML0891
 ML0891  VERT ORDER      -  SECOND    CLASS 0
 ML0891
 ML0891.The horizontal coordinates were scaled from a map and have
 ML0891.an estimated accuracy of +/- 6 seconds.
 ML0891
 ML0891.The orthometric height was determined by differential leveling and
 ML0891.adjusted by the NATIONAL GEODETIC SURVEY
 ML0891.in June 1991.
 ML0891
 ML0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0891.GEOID18 height accuracy estimate available here.
 ML0891
 ML0891.Click photographs - Photos may exist for this station.
 ML0891
 ML0891.The dynamic height is computed by dividing the NAVD 88
 ML0891.geopotential number by the normal gravity value computed on the
 ML0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0891.degrees latitude (g = 980.6199 gals.).
 ML0891
 ML0891.The modeled gravity was interpolated from observed gravity values.
 ML0891
 ML0891;                    North         East    Units  Estimated Accuracy
 ML0891;SPC NE       -   239,400.      511,690.      MT  (+/- 180 meters Scaled)
 ML0891
 ML0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM288489(NAD 83)
 ML0891
 ML0891                          SUPERSEDED SURVEY CONTROL
 ML0891
 ML0891  NGVD 29 (??/??/92)  771.232  (m)         2530.28   (f) ADJ UNCH    2 0
 ML0891
 ML0891.Superseded values are not recommended for survey control.
 ML0891
 ML0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0891.See file dsdata.pdf to determine how the superseded data were derived.
 ML0891
 ML0891_MARKER: DB = BENCH MARK DISK
 ML0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0891_STAMPING: C 67 1935
 ML0891_MARK LOGO: CGS
 ML0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0891+STABILITY: SURFACE MOTION
 ML0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0891+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1988
 ML0891
 ML0891  HISTORY     - Date     Condition        Report By
 ML0891  HISTORY     - 1935     MONUMENTED       CGS
 ML0891  HISTORY     - 1968     GOOD             USGS
 ML0891  HISTORY     - 19880525 MARK NOT FOUND   NGS
 ML0891
 ML0891                          STATION DESCRIPTION
 ML0891
 ML0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0891'3.9 MI N FROM BREWSTER.
 ML0891'3.9 MILES NORTH OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0891'HIGHWAY 7 BETWEEN BREWSTER AND AINSWORTH, 47.5 FEET WEST OF THE
 ML0891'CENTER LINE OF THE HIGHWAY, 39.0 FEET NORTH OF LINE FENCE, 6.0
 ML0891'FEET NORTH OF THE NORTH END OF FIELD ENTRANCE TO FARM BUILDINGS
 ML0891'WHICH ARE 0.5 MILE WEST OF THE HIGHWAY, AND 2.5 FEET EAST OF
 ML0891'RIGHT OF WAY FENCE.
 ML0891
 ML0891                          STATION RECOVERY (1968)
 ML0891
 ML0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ML0891'RECOVERED IN GOOD CONDITION.
 ML0891
 ML0891                          STATION RECOVERY (1988)
 ML0891
 ML0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ML0891'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0586 ***********************************************************************
 NP0586  DESIGNATION -  C 67
 NP0586  PID         -  NP0586
 NP0586  STATE/COUNTY-  NE/CHERRY
 NP0586  COUNTRY     -  US
 NP0586  USGS QUAD   -  BOVEE VALLEY EAST (2017)
 NP0586
 NP0586                         *CURRENT SURVEY CONTROL
 NP0586  ______________________________________________________________________
 NP0586* NAD 83(1995) POSITION- 42 30 36.52842(N) 102 04 00.15849(W)   ADJUSTED
 NP0586* NAVD 88 ORTHO HEIGHT -  1153.4   (meters)     3784.    (feet) VERTCON
 NP0586  ______________________________________________________________________
 NP0586  GEOID HEIGHT    -        -18.583 (meters)                     GEOID18
 NP0586  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 NP0586  HORZ ORDER      -  SECOND
 NP0586  VERT ORDER      -  THIRD ? (See Below)
 NP0586
 NP0586.The horizontal coordinates were established by classical geodetic methods
 NP0586.and adjusted by the National Geodetic Survey in August 1997.
 NP0586
 NP0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0586
 NP0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0586.GEOID18 height accuracy estimate available here.
 NP0586
 NP0586.The vertical order pertains to the NGVD 29 superseded value.
 NP0586
 NP0586.Click photographs - Photos may exist for this station.
 NP0586
 NP0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0586
 NP0586. The following values were computed from the NAD 83(1995) position.
 NP0586
 NP0586;                    North         East     Units Scale Factor Converg.
 NP0586;SPC NE       -   299,239.509   330,193.929   MT  0.99981241   -1 22 10.6
 NP0586;SPC NE       -   981,754.96  1,083,311.25   sFT  0.99981241   -1 22 10.6
 NP0586;UTM  13      - 4,710,590.025   740,987.372   MT  1.00031458   +1 58 58.9
 NP0586;UTM  14      - 4,710,978.235   248,050.357   MT  1.00038108   -2 04 24.0
 NP0586
 NP0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0586!SPC NE       -   0.99982206  x   0.99981241  =   0.99963450
 NP0586!UTM  13      -   0.99982206  x   1.00031458  =   1.00013658
 NP0586!UTM  14      -   0.99982206  x   1.00038108  =   1.00020307
 NP0586
 NP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4098710590(NAD 83)
 NP0586
 NP0586                          SUPERSEDED SURVEY CONTROL
 NP0586
 NP0586  NAD 83(1986)-  42 30 36.51987(N)    102 04 00.16158(W) AD(       ) 2
 NP0586  NAD 27      -  42 30 36.54695(N)    102 03 58.51749(W) AD(       ) 2
 NP0586
 NP0586.Superseded values are not recommended for survey control.
 NP0586
 NP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0586.See file dsdata.pdf to determine how the superseded data were derived.
 NP0586
 NP0586_MARKER: DB = BENCH MARK DISK
 NP0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0586_STAMPING: C 67 1946
 NP0586_MARK LOGO: USGS
 NP0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0586+STABILITY: SURFACE MOTION
 NP0586
 NP0586  HISTORY     - Date     Condition        Report By
 NP0586  HISTORY     - 1946     MONUMENTED       USGS
 NP0586  HISTORY     - 1968     GOOD             CGS
 NP0586
 NP0586                          STATION DESCRIPTION
 NP0586
 NP0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NP0586'A STANDARD USGS BM DISK STAMPED C67 1946 SET IN AN 8-INCH BY
 NP0586'8-INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 NP0586'
 NP0586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0586'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0586'ON NO. 27 FOR 11.5 MILES TO THE BRIDGE OVER THE NIOBRARA
 NP0586'RIVER.  CONTINUE SOUTH ON NO. 27 FOR 9.5 MILES TO AN AUTO
 NP0586'GATE WITH SEVERAL SIGNS ON IT AND A LARGE MAIL BOX WITH THE
 NP0586'NAME WILMER RUSSELL ON THE LEFT.  THEN LEFT (EAST) ON A SAND
 NP0586'ROAD FOR 4.0 MILES TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE
 NP0586'EASTERLY FOR 3.25 MILES TO A CATTLE GUARD.  PASS THROUGH
 NP0586'CATTLE GUARD, CONTINUE EASTERLY, FOR 0.5 MILE TO ANOTHER
 NP0586'CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NP0586'EASTERLY FOR 0.7 MILE TO A FORK AND A SIGN ON THE RIGHT.
 NP0586'THEN LEFT FORK FOR 0.1 MILE.  THEN LEAVE THE MAIN TRAVELED
 NP0586'ROAD, TAKE THE LEFT FORK ACROSS A MEADOW, THROUGH A VERY
 NP0586'SANDY PASS (NORTH) THEN WESTERLY FOR 1.35 MILES TO RANCH
 NP0586'BUILDINGS ON THE RIGHT.  TURN LEFT, SOUTH, FOR 0.05 MILE.
 NP0586'THEN RIGHT, WEST, KEEPING TO THE SOUTH OF A WIRE FENCE FOR
 NP0586'0.3 MILE.  THEN BEAR LEFT, SOUTHERLY, FOR 0.3 MILE TO THE
 NP0586'HIGHEST POINT OF THE DUNE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0522 ***********************************************************************
 NN0522  DESIGNATION -  C 68
 NN0522  PID         -  NN0522
 NN0522  STATE/COUNTY-  NE/BROWN
 NN0522  COUNTRY     -  US
 NN0522  USGS QUAD   -  AINSWORTH SW (2017)
 NN0522
 NN0522                         *CURRENT SURVEY CONTROL
 NN0522  ______________________________________________________________________
 NN0522* NAD 83(1986) POSITION- 42 33 33.     (N) 099 59 18.     (W)   SCALED
 NN0522* NAVD 88 ORTHO HEIGHT -   782.310 (meters)     2566.63  (feet) ADJUSTED
 NN0522  ______________________________________________________________________
 NN0522  GEOID HEIGHT    -        -22.399 (meters)                     GEOID18
 NN0522  DYNAMIC HEIGHT  -        781.981 (meters)     2565.55  (feet) COMP
 NN0522  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 NN0522
 NN0522  VERT ORDER      -  FIRST     CLASS II
 NN0522
 NN0522.The horizontal coordinates were scaled from a map and have
 NN0522.an estimated accuracy of +/- 6 seconds.
 NN0522
 NN0522.The orthometric height was determined by differential leveling and
 NN0522.adjusted by the NATIONAL GEODETIC SURVEY
 NN0522.in June 1991.
 NN0522
 NN0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0522.GEOID18 height accuracy estimate available here.
 NN0522
 NN0522.Click photographs - Photos may exist for this station.
 NN0522
 NN0522.The dynamic height is computed by dividing the NAVD 88
 NN0522.geopotential number by the normal gravity value computed on the
 NN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0522.degrees latitude (g = 980.6199 gals.).
 NN0522
 NN0522.The modeled gravity was interpolated from observed gravity values.
 NN0522
 NN0522;                    North         East    Units  Estimated Accuracy
 NN0522;SPC NE       -   302,650.      500,960.      MT  (+/- 180 meters Scaled)
 NN0522
 NN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN188123(NAD 83)
 NN0522
 NN0522                          SUPERSEDED SURVEY CONTROL
 NN0522
 NN0522  NGVD 29 (??/??/92)  782.013  (m)         2565.65   (f) ADJ UNCH    1 2
 NN0522
 NN0522.Superseded values are not recommended for survey control.
 NN0522
 NN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0522.See file dsdata.pdf to determine how the superseded data were derived.
 NN0522
 NN0522_MARKER: DB = BENCH MARK DISK
 NN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0522_STAMPING: C 68 1935
 NN0522_MARK LOGO: CGS
 NN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0522+STABILITY: SURFACE MOTION
 NN0522
 NN0522  HISTORY     - Date     Condition        Report By
 NN0522  HISTORY     - 1935     MONUMENTED       CGS
 NN0522  HISTORY     - 1946     GOOD             CGS
 NN0522
 NN0522                          STATION DESCRIPTION
 NN0522
 NN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0522'6.2 MI W FROM AINSWORTH.
 NN0522'6.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0522'FROM THE STATION AT AINSWORTH, BROWN COUNTY, 0.5 MILE EAST OF
 NN0522'MILEPOST 230, 89 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 NN0522'20, 58 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 49 FEET
 NN0522'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 6.8 FEET EAST
 NN0522'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 NN0522'C 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0089 ***********************************************************************
 MM0089  DESIGNATION -  C 7
 MM0089  PID         -  MM0089
 MM0089  STATE/COUNTY-  NE/LINCOLN
 MM0089  COUNTRY     -  US
 MM0089  USGS QUAD   -  MAXWELL (2017)
 MM0089
 MM0089                         *CURRENT SURVEY CONTROL
 MM0089  ______________________________________________________________________
 MM0089* NAD 83(1986) POSITION- 41 05 23.     (N) 100 33 48.     (W)   SCALED
 MM0089* NAVD 88 ORTHO HEIGHT -   831.060 (meters)     2726.57  (feet) POSTED
 MM0089  ______________________________________________________________________
 MM0089  GEOID HEIGHT    -        -22.489 (meters)                     GEOID18
 MM0089  DYNAMIC HEIGHT  -        830.56  (meters)     2724.9   (feet) COMP
 MM0089  MODELED GRAVITY -    979,999.0   (mgal)                       NAVD 88
 MM0089
 MM0089  VERT ORDER      -  * POSTED, SEE BELOW
 MM0089
 MM0089.The horizontal coordinates were scaled from a map and have
 MM0089.an estimated accuracy of +/- 6 seconds.
 MM0089
 MM0089.The orthometric height was determined by differential leveling
 MM0089.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MM0089
 MM0089.* This is a POSTED BENCH MARK height.
 MM0089
 MM0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0089.GEOID18 height accuracy estimate available here.
 MM0089
 MM0089.Click photographs - Photos may exist for this station.
 MM0089
 MM0089.The dynamic height is computed by dividing the NAVD 88
 MM0089.geopotential number by the normal gravity value computed on the
 MM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0089.degrees latitude (g = 980.6199 gals.).
 MM0089
 MM0089.The modeled gravity was interpolated from observed gravity values.
 MM0089
 MM0089;                    North         East    Units  Estimated Accuracy
 MM0089;SPC NE       -   139,650.      452,680.      MT  (+/- 180 meters Scaled)
 MM0089
 MM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL686498(NAD 83)
 MM0089
 MM0089                          SUPERSEDED SURVEY CONTROL
 MM0089
 MM0089  NGVD 29 (??/??/92)  830.726  (m)         2725.47   (f) ADJ UNCH    1 2
 MM0089
 MM0089.Superseded values are not recommended for survey control.
 MM0089
 MM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0089.See file dsdata.pdf to determine how the superseded data were derived.
 MM0089
 MM0089_MARKER: DB = BENCH MARK DISK
 MM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0089_STAMPING: 2725.474 C 7 1933
 MM0089_MARK LOGO: CGS
 MM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0089+STABILITY: SURFACE MOTION
 MM0089
 MM0089  HISTORY     - Date     Condition        Report By
 MM0089  HISTORY     - 1933     MONUMENTED       CGS
 MM0089  HISTORY     - 1934     GOOD             CGS
 MM0089  HISTORY     - 1979     MARK NOT FOUND   NGS
 MM0089  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0089
 MM0089                          STATION DESCRIPTION
 MM0089
 MM0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0089'2.5 MI NW FROM MAXWELL.
 MM0089'ABOUT 2.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 MM0089'FROM MAXWELL, LINCOLN COUNTY, ABOUT 10 POLES SOUTHEAST OF
 MM0089'MILEPOST 273, AT A ROAD CROSSING, 75 FEET NORTH OF THE CENTER
 MM0089'LINE OF U.S. HIGHWAY 30, 54 FEET EAST OF THE CENTER LINE OF THE
 MM0089'ROAD, 38.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 MM0089'AND 3.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD
 MM0089'DISK, STAMPED 2725.474 C 7 1933 AND SET IN THE TOP OF A CONCRETE
 MM0089'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0089
 MM0089                          STATION RECOVERY (1934)
 MM0089
 MM0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0089'RECOVERED IN GOOD CONDITION.
 MM0089
 MM0089                          STATION RECOVERY (1979)
 MM0089
 MM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MM0089'MARK NOT FOUND.
 MM0089
 MM0089                          STATION RECOVERY (1986)
 MM0089
 MM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0089'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MM0089'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0582 ***********************************************************************
 ML0582  DESIGNATION -  C 7
 ML0582  PID         -  ML0582
 ML0582  STATE/COUNTY-  NE/CUSTER
 ML0582  COUNTRY     -  US
 ML0582  USGS QUAD   -  SARGENT SE (2017)
 ML0582
 ML0582                         *CURRENT SURVEY CONTROL
 ML0582  ______________________________________________________________________
 ML0582* NAD 83(1986) POSITION- 41 36 59.     (N) 099 18 33.     (W)   SCALED
 ML0582* NAVD 88 ORTHO HEIGHT -   698.393 (meters)     2291.31  (feet) ADJUSTED
 ML0582  ______________________________________________________________________
 ML0582  GEOID HEIGHT    -        -23.229 (meters)                     GEOID18
 ML0582  DYNAMIC HEIGHT  -        698.047 (meters)     2290.18  (feet) COMP
 ML0582  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 ML0582
 ML0582  VERT ORDER      -  FIRST     CLASS II
 ML0582
 ML0582.The horizontal coordinates were scaled from a map and have
 ML0582.an estimated accuracy of +/- 6 seconds.
 ML0582
 ML0582.The orthometric height was determined by differential leveling and
 ML0582.adjusted by the NATIONAL GEODETIC SURVEY
 ML0582.in June 1991.
 ML0582
 ML0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0582.GEOID18 height accuracy estimate available here.
 ML0582
 ML0582.Click photographs - Photos may exist for this station.
 ML0582
 ML0582.The dynamic height is computed by dividing the NAVD 88
 ML0582.geopotential number by the normal gravity value computed on the
 ML0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0582.degrees latitude (g = 980.6199 gals.).
 ML0582
 ML0582.The modeled gravity was interpolated from observed gravity values.
 ML0582
 ML0582;                    North         East    Units  Estimated Accuracy
 ML0582;SPC NE       -   198,190.      557,560.      MT  (+/- 180 meters Scaled)
 ML0582
 ML0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM742072(NAD 83)
 ML0582
 ML0582                          SUPERSEDED SURVEY CONTROL
 ML0582
 ML0582  NGVD 29 (??/??/92)  698.143  (m)         2290.49   (f) ADJ UNCH    1 2
 ML0582
 ML0582.Superseded values are not recommended for survey control.
 ML0582
 ML0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0582.See file dsdata.pdf to determine how the superseded data were derived.
 ML0582
 ML0582_MARKER: DB = BENCH MARK DISK
 ML0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0582_STAMPING: C7
 ML0582_MARK LOGO: BOR
 ML0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0582+STABILITY: SURFACE MOTION
 ML0582
 ML0582  HISTORY     - Date     Condition        Report By
 ML0582  HISTORY     - UNK      MONUMENTED       BOR
 ML0582  HISTORY     - 1950     GOOD             CGS
 ML0582
 ML0582                          STATION DESCRIPTION
 ML0582
 ML0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0582'3.2 MI SE FROM SARGENT.
 ML0582'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0582'RAILROAD FROM THE STATION AT SARGENT, 3 POLES SOUTHEAST OF
 ML0582'MILEPOST 70, 219 FEET NORTHWEST OF THE CENTER OF A GATE, 219 FEET
 ML0582'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 3.3 FEET
 ML0582'SOUTHWEST OF A FENCE, 45 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0582'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0582'POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0181 ***********************************************************************
 NN0181  DESIGNATION -  C 70
 NN0181  PID         -  NN0181
 NN0181  STATE/COUNTY-  NE/ANTELOPE
 NN0181  COUNTRY     -  US
 NN0181  USGS QUAD   -  NELIGH SE (2017)
 NN0181
 NN0181                         *CURRENT SURVEY CONTROL
 NN0181  ______________________________________________________________________
 NN0181* NAD 83(1986) POSITION- 42 02 43.     (N) 098 03 04.     (W)   SCALED
 NN0181* NAVD 88 ORTHO HEIGHT -   588.200 (meters)     1929.79  (feet) ADJUSTED
 NN0181  ______________________________________________________________________
 NN0181  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 NN0181  DYNAMIC HEIGHT  -        587.961 (meters)     1929.00  (feet) COMP
 NN0181  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 NN0181
 NN0181  VERT ORDER      -  SECOND    CLASS 0
 NN0181
 NN0181.The horizontal coordinates were scaled from a map and have
 NN0181.an estimated accuracy of +/- 6 seconds.
 NN0181
 NN0181.The orthometric height was determined by differential leveling and
 NN0181.adjusted by the NATIONAL GEODETIC SURVEY
 NN0181.in June 1991.
 NN0181
 NN0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0181.GEOID18 height accuracy estimate available here.
 NN0181
 NN0181.Click photographs - Photos may exist for this station.
 NN0181
 NN0181.The dynamic height is computed by dividing the NAVD 88
 NN0181.geopotential number by the normal gravity value computed on the
 NN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0181.degrees latitude (g = 980.6199 gals.).
 NN0181
 NN0181.The modeled gravity was interpolated from observed gravity values.
 NN0181
 NN0181;                    North         East    Units  Estimated Accuracy
 NN0181;SPC NE       -   247,400.      661,290.      MT  (+/- 180 meters Scaled)
 NN0181
 NN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM785552(NAD 83)
 NN0181
 NN0181                          SUPERSEDED SURVEY CONTROL
 NN0181
 NN0181  NGVD 29 (??/??/92)  587.973  (m)         1929.04   (f) ADJ UNCH    2 0
 NN0181
 NN0181.Superseded values are not recommended for survey control.
 NN0181
 NN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0181.See file dsdata.pdf to determine how the superseded data were derived.
 NN0181
 NN0181_MARKER: DB = BENCH MARK DISK
 NN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0181_STAMPING: C 70 1935
 NN0181_MARK LOGO: CGS
 NN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0181+STABILITY: SURFACE MOTION
 NN0181
 NN0181  HISTORY     - Date     Condition        Report By
 NN0181  HISTORY     - 1935     MONUMENTED       CGS
 NN0181  HISTORY     - 1939     GOOD             CGS
 NN0181
 NN0181                          STATION DESCRIPTION
 NN0181
 NN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0181'5.1 MI NE FROM ELGIN.
 NN0181'ABOUT 5.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NN0181'RAILWAY FROM THE STATION AT ELGIN, ANTELOPE COUNTY, 102 FEET
 NN0181'SOUTHEAST OF MILEPOST S AND R 110, ABOUT 0.2 MILE SOUTHWEST OF
 NN0181'THE OVERHEAD CROSSING OF STATE HIGHWAY 14, ABOUT 250 FEET
 NN0181'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 147 FEET SOUTH
 NN0181'OF RAILROAD CULVERT D 239 1/2, 48.0 FEET SOUTH OF THE CENTER OF
 NN0181'A ROAD CROSSING, AND 12.5 FEET NORTH OF THE HIGHWAY RIGHT-OF-WAY
 NN0181'FENCE.  A STANDARD DISK, STAMPED C 70 1935 AND SET IN THE TOP OF
 NN0181'A CONCRETE POST.
 NN0181
 NN0181                          STATION RECOVERY (1939)
 NN0181
 NN0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 NN0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0525 ***********************************************************************
 ML0525  DESIGNATION -  C 71
 ML0525  PID         -  ML0525
 ML0525  STATE/COUNTY-  NE/GARFIELD
 ML0525  COUNTRY     -  US
 ML0525  USGS QUAD   -  GABLES SE (2017)
 ML0525
 ML0525                         *CURRENT SURVEY CONTROL
 ML0525  ______________________________________________________________________
 ML0525* NAD 83(1986) POSITION- 41 46 35.     (N) 098 52 00.     (W)   SCALED
 ML0525* NAVD 88 ORTHO HEIGHT -   674.987 (meters)     2214.52  (feet) ADJUSTED
 ML0525  ______________________________________________________________________
 ML0525  GEOID HEIGHT    -        -24.010 (meters)                     GEOID18
 ML0525  DYNAMIC HEIGHT  -        674.656 (meters)     2213.43  (feet) COMP
 ML0525  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 ML0525
 ML0525  VERT ORDER      -  SECOND    CLASS 0
 ML0525
 ML0525.The horizontal coordinates were scaled from a map and have
 ML0525.an estimated accuracy of +/- 6 seconds.
 ML0525
 ML0525.The orthometric height was determined by differential leveling and
 ML0525.adjusted by the NATIONAL GEODETIC SURVEY
 ML0525.in June 1991.
 ML0525
 ML0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0525.GEOID18 height accuracy estimate available here.
 ML0525
 ML0525.Click photographs - Photos may exist for this station.
 ML0525
 ML0525.The dynamic height is computed by dividing the NAVD 88
 ML0525.geopotential number by the normal gravity value computed on the
 ML0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0525.degrees latitude (g = 980.6199 gals.).
 ML0525
 ML0525.The modeled gravity was interpolated from observed gravity values.
 ML0525
 ML0525;                    North         East    Units  Estimated Accuracy
 ML0525;SPC NE       -   216,350.      594,190.      MT  (+/- 180 meters Scaled)
 ML0525
 ML0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM110249(NAD 83)
 ML0525
 ML0525                          SUPERSEDED SURVEY CONTROL
 ML0525
 ML0525  NGVD 29 (??/??/92)  674.723  (m)         2213.65   (f) ADJ UNCH    2 0
 ML0525
 ML0525.Superseded values are not recommended for survey control.
 ML0525
 ML0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0525.See file dsdata.pdf to determine how the superseded data were derived.
 ML0525
 ML0525_MARKER: DB = BENCH MARK DISK
 ML0525_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0525_STAMPING: C 71 1935
 ML0525_MARK LOGO: CGS
 ML0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0525
 ML0525  HISTORY     - Date     Condition        Report By
 ML0525  HISTORY     - 1935     MONUMENTED       CGS
 ML0525  HISTORY     - 1938     GOOD             CGS
 ML0525
 ML0525                          STATION DESCRIPTION
 ML0525
 ML0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0525'14.9 MI E FROM BURWELL.
 ML0525'14.9 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0525'NO. 53 BETWEEN BURWELL AND BARTLETT, AT A CROSS-ROAD 0.9 OF A
 ML0525'MILE EAST OF A SCHOOL, 58.7 FEET WEST OF THE CENTER OF THE
 ML0525'CROSS-ROAD, 32.7 FEET NORTH OF THE CENTER OF THE HIGHWAY, 24
 ML0525'FEET WEST OF A CORNER POST, 3.0 FEET NORTH OF THE RIGHT OF WAY
 ML0525'FENCE.  NOTE-- A STANDARD DISK SET HORIZONTAL IN A PRECAST
 ML0525'CONCRETE POST.  THIS MARK WAS COVERED WITH 6 INCHES OF SOIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0868 ***********************************************************************
 ML0868  DESIGNATION -  C 72
 ML0868  PID         -  ML0868
 ML0868  STATE/COUNTY-  NE/LOUP
 ML0868  COUNTRY     -  US
 ML0868  USGS QUAD   -  ALMERIA (2017)
 ML0868
 ML0868                         *CURRENT SURVEY CONTROL
 ML0868  ______________________________________________________________________
 ML0868* NAD 83(1986) POSITION- 41 50 43.     (N) 099 34 32.     (W)   SCALED
 ML0868* NAVD 88 ORTHO HEIGHT -   718.521 (meters)     2357.35  (feet) ADJUSTED
 ML0868  ______________________________________________________________________
 ML0868  GEOID HEIGHT    -        -22.783 (meters)                     GEOID18
 ML0868  DYNAMIC HEIGHT  -        718.175 (meters)     2356.21  (feet) COMP
 ML0868  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 ML0868
 ML0868  VERT ORDER      -  SECOND    CLASS 0
 ML0868
 ML0868.The horizontal coordinates were scaled from a map and have
 ML0868.an estimated accuracy of +/- 6 seconds.
 ML0868
 ML0868.The orthometric height was determined by differential leveling and
 ML0868.adjusted by the NATIONAL GEODETIC SURVEY
 ML0868.in June 1991.
 ML0868
 ML0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0868.GEOID18 height accuracy estimate available here.
 ML0868
 ML0868.Click photographs - Photos may exist for this station.
 ML0868
 ML0868.The dynamic height is computed by dividing the NAVD 88
 ML0868.geopotential number by the normal gravity value computed on the
 ML0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0868.degrees latitude (g = 980.6199 gals.).
 ML0868
 ML0868.The modeled gravity was interpolated from observed gravity values.
 ML0868
 ML0868;                    North         East    Units  Estimated Accuracy
 ML0868;SPC NE       -   223,470.      535,240.      MT  (+/- 180 meters Scaled)
 ML0868
 ML0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM522327(NAD 83)
 ML0868
 ML0868                          SUPERSEDED SURVEY CONTROL
 ML0868
 ML0868  NGVD 29 (??/??/92)  718.252  (m)         2356.47   (f) ADJ UNCH    2 0
 ML0868
 ML0868.Superseded values are not recommended for survey control.
 ML0868
 ML0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0868.See file dsdata.pdf to determine how the superseded data were derived.
 ML0868
 ML0868_MARKER: DB = BENCH MARK DISK
 ML0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0868_STAMPING: C 72 1935
 ML0868_MARK LOGO: CGS
 ML0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0868+STABILITY: SURFACE MOTION
 ML0868
 ML0868  HISTORY     - Date     Condition        Report By
 ML0868  HISTORY     - 1935     MONUMENTED       CGS
 ML0868  HISTORY     - 1972     MARK NOT FOUND   USGS
 ML0868
 ML0868                          STATION DESCRIPTION
 ML0868
 ML0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0868'3.6 MI NW FROM ALMERIA.
 ML0868'3.6 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 ML0868'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 0.9 MILE SOUTHEAST OF
 ML0868'CEMETERY, IN HOLLOW BETWEEN TWO HILLS, WITH LARGE DOME TOPPED
 ML0868'HILL TO THE SOUTHEAST, 27.6 FEET WEST OF THE CENTER LINE OF THE
 ML0868'HIGHWAY, 1.5 FEET WEST OF RIGHT OF WAY FENCE, AND 1.5 FEET NORTH
 ML0868'OF FENCE LINE RUNNING TO THE SOUTHWEST.
 ML0868
 ML0868                          STATION RECOVERY (1972)
 ML0868
 ML0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ML0868'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0182 ***********************************************************************
 NO0182  DESIGNATION -  C 73
 NO0182  PID         -  NO0182
 NO0182  STATE/COUNTY-  NE/CHERRY
 NO0182  COUNTRY     -  US
 NO0182  USGS QUAD   -  SIMEON (2017)
 NO0182
 NO0182                         *CURRENT SURVEY CONTROL
 NO0182  ______________________________________________________________________
 NO0182* NAD 83(1986) POSITION- 42 31 11.46   (N) 100 38 02.12   (W)   HD_HELD1
 NO0182* NAVD 88 ORTHO HEIGHT -   897.394 (meters)     2944.20  (feet) ADJUSTED
 NO0182  ______________________________________________________________________
 NO0182  GEOID HEIGHT    -        -21.462 (meters)                     GEOID18
 NO0182  DYNAMIC HEIGHT  -        896.971 (meters)     2942.81  (feet) COMP
 NO0182  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 NO0182
 NO0182  VERT ORDER      -  SECOND    CLASS 0
 NO0182
 NO0182.The horizontal coordinates were determined by differentially corrected
 NO0182.hand held GPS observations or other comparable positioning techniques
 NO0182.and have an estimated accuracy of +/- 3 meters.
 NO0182
 NO0182.The orthometric height was determined by differential leveling and
 NO0182.adjusted by the NATIONAL GEODETIC SURVEY
 NO0182.in June 1991.
 NO0182
 NO0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0182.GEOID18 height accuracy estimate available here.
 NO0182
 NO0182.Click photographs - Photos may exist for this station.
 NO0182
 NO0182.The dynamic height is computed by dividing the NAVD 88
 NO0182.geopotential number by the normal gravity value computed on the
 NO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0182.degrees latitude (g = 980.6199 gals.).
 NO0182
 NO0182.The modeled gravity was interpolated from observed gravity values.
 NO0182
 NO0182;                    North         East    Units  Estimated Accuracy
 NO0182;SPC NE       -   298,478.5     447,918.8     MT  (+/- 3 meters HH1 GPS) 
 NO0182
 NO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6578708790(NAD 83)
 NO0182
 NO0182                          SUPERSEDED SURVEY CONTROL
 NO0182
 NO0182  NGVD 29 (??/??/92)  897.075  (m)         2943.15   (f) ADJ UNCH    2 0
 NO0182
 NO0182.Superseded values are not recommended for survey control.
 NO0182
 NO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0182.See file dsdata.pdf to determine how the superseded data were derived.
 NO0182
 NO0182_MARKER: DB = BENCH MARK DISK
 NO0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0182_STAMPING: C 73 1934
 NO0182_MARK LOGO: CGS
 NO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0182+STABILITY: SURFACE MOTION
 NO0182
 NO0182  HISTORY     - Date     Condition        Report By
 NO0182  HISTORY     - 1934     MONUMENTED       CGS
 NO0182  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0182
 NO0182                          STATION DESCRIPTION
 NO0182
 NO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0182'8.3 MI N FROM CONTERRA.
 NO0182'ABOUT 8.3 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0182'AT CONTERRA, CHERRY COUNTY, ABOUT 0.3 MILE NORTH OF THE PELICAN
 NO0182'LAKE RESORT, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 NO0182'NORTH OF THE FENCE, AND NEAR AN AUTOMOBILE GATE.  A STANDARD
 NO0182'DISK, STAMPED C 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0182
 NO0182                          STATION RECOVERY (1984)
 NO0182
 NO0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0015 ***********************************************************************
 MN0015  DESIGNATION -  C 74
 MN0015  PID         -  MN0015
 MN0015  STATE/COUNTY-  NE/GARDEN
 MN0015  COUNTRY     -  US
 MN0015  USGS QUAD   -  MUMPER (2017)
 MN0015
 MN0015                         *CURRENT SURVEY CONTROL
 MN0015  ______________________________________________________________________
 MN0015* NAD 83(1986) POSITION- 41 50 32.04   (N) 102 25 07.15   (W)   HD_HELD1
 MN0015* NAVD 88 ORTHO HEIGHT -  1174.889 (meters)     3854.62  (feet) ADJUSTED
 MN0015  ______________________________________________________________________
 MN0015  GEOID HEIGHT    -        -19.279 (meters)                     GEOID18
 MN0015  DYNAMIC HEIGHT  -       1174.186 (meters)     3852.31  (feet) COMP
 MN0015  MODELED GRAVITY -    979,982.8   (mgal)                       NAVD 88
 MN0015
 MN0015  VERT ORDER      -  SECOND    CLASS 0
 MN0015
 MN0015.The horizontal coordinates were determined by differentially corrected
 MN0015.hand held GPS observations or other comparable positioning techniques
 MN0015.and have an estimated accuracy of +/- 3 meters.
 MN0015
 MN0015.The orthometric height was determined by differential leveling and
 MN0015.adjusted by the NATIONAL GEODETIC SURVEY
 MN0015.in June 1991.
 MN0015
 MN0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0015.GEOID18 height accuracy estimate available here.
 MN0015
 MN0015.Click photographs - Photos may exist for this station.
 MN0015
 MN0015.The dynamic height is computed by dividing the NAVD 88
 MN0015.geopotential number by the normal gravity value computed on the
 MN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0015.degrees latitude (g = 980.6199 gals.).
 MN0015
 MN0015.The modeled gravity was interpolated from observed gravity values.
 MN0015
 MN0015;                    North         East    Units  Estimated Accuracy
 MN0015;SPC NE       -   225,848.8     299,209.9     MT  (+/- 3 meters HH1 GPS) 
 MN0015
 MN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1431635481(NAD 83)
 MN0015
 MN0015                          SUPERSEDED SURVEY CONTROL
 MN0015
 MN0015  NGVD 29 (??/??/92) 1174.354  (m)         3852.86   (f) ADJ UNCH    2 0
 MN0015
 MN0015.Superseded values are not recommended for survey control.
 MN0015
 MN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0015.See file dsdata.pdf to determine how the superseded data were derived.
 MN0015
 MN0015_MARKER: DB = BENCH MARK DISK
 MN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0015_STAMPING: C 74 1934
 MN0015_MARK LOGO: CGS
 MN0015_PROJECTION: FLUSH
 MN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0015+STABILITY: SURFACE MOTION
 MN0015
 MN0015  HISTORY     - Date     Condition        Report By
 MN0015  HISTORY     - 1934     MONUMENTED       CGS
 MN0015  HISTORY     - 1938     GOOD             CGS
 MN0015
 MN0015                          STATION DESCRIPTION
 MN0015
 MN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0015'23.6 MI S FROM ELLSWORTH.
 MN0015'IN GARDEN COUNTY, 23.6 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0015'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0015'STATION AT ELLSWORTH, SHERIDAN COUNTY, 5.2 MILES NORTH OF THE
 MN0015'POST OFFICE AT MUMPER, 24 FEET EAST OF THE CENTER OF AN AUTO
 MN0015'GATE, AND 2-1/2 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MN0015'DISK, STAMPED C 74 1934 AND SET IN THE TOP OF A CONCRETE POST
 MN0015'ABOUT FLUSH WITH THE GROUND.
 MN0015
 MN0015                          STATION RECOVERY (1938)
 MN0015
 MN0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0085 ***********************************************************************
 NP0085  DESIGNATION -  C 75
 NP0085  PID         -  NP0085
 NP0085  STATE/COUNTY-  NE/SHERIDAN
 NP0085  COUNTRY     -  US
 NP0085  USGS QUAD   -  ARGO HILL (2017)
 NP0085
 NP0085                         *CURRENT SURVEY CONTROL
 NP0085  ______________________________________________________________________
 NP0085* NAD 83(1986) POSITION- 42 19 58.     (N) 102 08 44.     (W)   SCALED
 NP0085* NAVD 88 ORTHO HEIGHT -  1180.490 (meters)     3872.99  (feet) ADJUSTED
 NP0085  ______________________________________________________________________
 NP0085  GEOID HEIGHT    -        -18.492 (meters)                     GEOID18
 NP0085  DYNAMIC HEIGHT  -       1179.864 (meters)     3870.94  (feet) COMP
 NP0085  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 NP0085
 NP0085  VERT ORDER      -  SECOND    CLASS 0
 NP0085
 NP0085.The horizontal coordinates were scaled from a map and have
 NP0085.an estimated accuracy of +/- 6 seconds.
 NP0085
 NP0085.The orthometric height was determined by differential leveling and
 NP0085.adjusted by the NATIONAL GEODETIC SURVEY
 NP0085.in June 1991.
 NP0085
 NP0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0085.GEOID18 height accuracy estimate available here.
 NP0085
 NP0085.Click photographs - Photos may exist for this station.
 NP0085
 NP0085.The dynamic height is computed by dividing the NAVD 88
 NP0085.geopotential number by the normal gravity value computed on the
 NP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0085.degrees latitude (g = 980.6199 gals.).
 NP0085
 NP0085.The modeled gravity was interpolated from observed gravity values.
 NP0085
 NP0085;                    North         East    Units  Estimated Accuracy
 NP0085;SPC NE       -   279,710.      323,230.      MT  (+/- 180 meters Scaled)
 NP0085
 NP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG351906(NAD 83)
 NP0085
 NP0085                          SUPERSEDED SURVEY CONTROL
 NP0085
 NP0085  NGVD 29 (??/??/92) 1179.967  (m)         3871.28   (f) ADJ UNCH    2 0
 NP0085
 NP0085.Superseded values are not recommended for survey control.
 NP0085
 NP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0085.See file dsdata.pdf to determine how the superseded data were derived.
 NP0085
 NP0085_MARKER: DB = BENCH MARK DISK
 NP0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0085_STAMPING: C 75 1934
 NP0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0085+STABILITY: SURFACE MOTION
 NP0085
 NP0085  HISTORY     - Date     Condition        Report By
 NP0085  HISTORY     - 1934     MONUMENTED       CGS
 NP0085
 NP0085                          STATION DESCRIPTION
 NP0085
 NP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0085'25.2 MI N FROM ELLSWORTH.
 NP0085'25.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0085'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0085'COUNTY, 0.3 MILE NORTH OF A POINT 0.3 MILE WEST OF THE SOUTHWEST
 NP0085'CORNER OF SEC. 8, T. 27 N., R. 41 W., 15-1/2 FEET EAST OF THE
 NP0085'CENTER OF AN AUTO GATE, AND 4 FEET SOUTH OF AN EAST-AND-WEST
 NP0085'FENCE.  A STANDARD DISK, STAMPED C 75 1934 AND SET IN THE TOP
 NP0085'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0228 ***********************************************************************
 MN0228  DESIGNATION -  C 76
 MN0228  PID         -  MN0228
 MN0228  STATE/COUNTY-  NE/KIMBALL
 MN0228  COUNTRY     -  US
 MN0228  USGS QUAD   -  BUSHNELL (2017)
 MN0228
 MN0228                         *CURRENT SURVEY CONTROL
 MN0228  ______________________________________________________________________
 MN0228* NAD 83(1986) POSITION- 41 12 35.     (N) 103 55 58.     (W)   SCALED
 MN0228* NAVD 88 ORTHO HEIGHT -  1499.055 (meters)     4918.15  (feet) ADJUSTED
 MN0228  ______________________________________________________________________
 MN0228  GEOID HEIGHT    -        -18.381 (meters)                     GEOID18
 MN0228  DYNAMIC HEIGHT  -       1497.915 (meters)     4914.41  (feet) COMP
 MN0228  MODELED GRAVITY -    979,811.1   (mgal)                       NAVD 88
 MN0228
 MN0228  VERT ORDER      -  SECOND    CLASS 0
 MN0228
 MN0228.The horizontal coordinates were scaled from a map and have
 MN0228.an estimated accuracy of +/- 6 seconds.
 MN0228
 MN0228.The orthometric height was determined by differential leveling and
 MN0228.adjusted by the NATIONAL GEODETIC SURVEY
 MN0228.in June 1991.
 MN0228
 MN0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0228.GEOID18 height accuracy estimate available here.
 MN0228
 MN0228.Click photographs - Photos may exist for this station.
 MN0228
 MN0228.The dynamic height is computed by dividing the NAVD 88
 MN0228.geopotential number by the normal gravity value computed on the
 MN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0228.degrees latitude (g = 980.6199 gals.).
 MN0228
 MN0228.The modeled gravity was interpolated from observed gravity values.
 MN0228
 MN0228;                    North         East    Units  Estimated Accuracy
 MN0228;SPC NE       -   160,310.      170,390.      MT  (+/- 180 meters Scaled)
 MN0228
 MN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF894625(NAD 83)
 MN0228
 MN0228                          SUPERSEDED SURVEY CONTROL
 MN0228
 MN0228  NGVD 29 (??/??/92) 1498.292  (m)         4915.65   (f) ADJ UNCH    2 0
 MN0228
 MN0228.Superseded values are not recommended for survey control.
 MN0228
 MN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0228.See file dsdata.pdf to determine how the superseded data were derived.
 MN0228
 MN0228_MARKER: DB = BENCH MARK DISK
 MN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0228_STAMPING: C 76 1934
 MN0228_MARK LOGO: CGS
 MN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0228+STABILITY: SURFACE MOTION
 MN0228
 MN0228  HISTORY     - Date     Condition        Report By
 MN0228  HISTORY     - 1934     MONUMENTED       CGS
 MN0228  HISTORY     - 1941     GOOD             CGS
 MN0228
 MN0228                          STATION DESCRIPTION
 MN0228
 MN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0228'2.9 MI W FROM BUSHNELL.
 MN0228'2.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0228'AT BUSHNELL, KIMBALL COUNTY, 0.2 MILE WEST OF MILEPOST 459, AT A
 MN0228'ROAD CROSSING, 88 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 MN0228'TRACK, 71.8 FEET SOUTHEAST OF THE SOUTHEAST TRACK, 25 FEET WEST
 MN0228'OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF A POLE, 8.9
 MN0228'FEET NORTHWEST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MN0228'A STANDARD DISK, STAMPED C 76 1934 AND SET IN THE TOP OF A
 MN0228'CONCRETE POST.
 MN0228
 MN0228                          STATION RECOVERY (1941)
 MN0228
 MN0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0208 ***********************************************************************
 MN0208  DESIGNATION -  C 77
 MN0208  PID         -  MN0208
 MN0208  STATE/COUNTY-  NE/CHEYENNE
 MN0208  COUNTRY     -  US
 MN0208  USGS QUAD   -  BROWNSON (2017)
 MN0208
 MN0208                         *CURRENT SURVEY CONTROL
 MN0208  ______________________________________________________________________
 MN0208* NAD 83(1986) POSITION- 41 09 28.     (N) 103 03 13.     (W)   SCALED
 MN0208* NAVD 88 ORTHO HEIGHT -  1268.030 (meters)     4160.20  (feet) ADJUSTED
 MN0208  ______________________________________________________________________
 MN0208  GEOID HEIGHT    -        -19.725 (meters)                     GEOID18
 MN0208  DYNAMIC HEIGHT  -       1267.134 (meters)     4157.26  (feet) COMP
 MN0208  MODELED GRAVITY -    979,872.8   (mgal)                       NAVD 88
 MN0208
 MN0208  VERT ORDER      -  SECOND    CLASS 0
 MN0208
 MN0208.The horizontal coordinates were scaled from a map and have
 MN0208.an estimated accuracy of +/- 6 seconds.
 MN0208
 MN0208.The orthometric height was determined by differential leveling and
 MN0208.adjusted by the NATIONAL GEODETIC SURVEY
 MN0208.in June 1991.
 MN0208
 MN0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0208.GEOID18 height accuracy estimate available here.
 MN0208
 MN0208.Click photographs - Photos may exist for this station.
 MN0208
 MN0208.The dynamic height is computed by dividing the NAVD 88
 MN0208.geopotential number by the normal gravity value computed on the
 MN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0208.degrees latitude (g = 980.6199 gals.).
 MN0208
 MN0208.The modeled gravity was interpolated from observed gravity values.
 MN0208
 MN0208;                    North         East    Units  Estimated Accuracy
 MN0208;SPC NE       -   151,570.      243,830.      MT  (+/- 180 meters Scaled)
 MN0208
 MN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF633580(NAD 83)
 MN0208
 MN0208                          SUPERSEDED SURVEY CONTROL
 MN0208
 MN0208  NGVD 29 (??/??/92) 1267.430  (m)         4158.23   (f) ADJ UNCH    2 0
 MN0208
 MN0208.Superseded values are not recommended for survey control.
 MN0208
 MN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0208.See file dsdata.pdf to determine how the superseded data were derived.
 MN0208
 MN0208_MARKER: DB = BENCH MARK DISK
 MN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0208_STAMPING: C 77 1934
 MN0208_MARK LOGO: CGS
 MN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0208+STABILITY: SURFACE MOTION
 MN0208
 MN0208  HISTORY     - Date     Condition        Report By
 MN0208  HISTORY     - 1934     MONUMENTED       CGS
 MN0208  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0208  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0208  HISTORY     - 19980425 GOOD             NGS
 MN0208
 MN0208                          STATION DESCRIPTION
 MN0208
 MN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0208'4.8 MI W FROM SIDNEY.
 MN0208'4.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0208'AT SIDNEY, CHEYENNE COUNTY, 0.3 MILE EAST OF MILEPOST 412, 48.9
 MN0208'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER
 MN0208'THAN THE TRACK.  A STANDARD DISK, STAMPED C 77 1934 AND SET IN
 MN0208'THE TOP OF A CONCRETE POST.
 MN0208
 MN0208                          STATION RECOVERY (1972)
 MN0208
 MN0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0208'MARK NOT FOUND.
 MN0208
 MN0208                          STATION RECOVERY (1985)
 MN0208
 MN0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0208'NOT RECOVERED.
 MN0208
 MN0208                          STATION RECOVERY (1998)
 MN0208
 MN0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WEB)
 MN0208'TEST SUBMISSION PLEASE IGNORE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0211 ***********************************************************************
 MM0211  DESIGNATION -  C 8
 MM0211  PID         -  MM0211
 MM0211  STATE/COUNTY-  NE/KEITH
 MM0211  COUNTRY     -  US
 MM0211  USGS QUAD   -  NEVENS (2017)
 MM0211
 MM0211                         *CURRENT SURVEY CONTROL
 MM0211  ______________________________________________________________________
 MM0211* NAD 83(1986) POSITION- 41 07 34.     (N) 101 27 40.     (W)   SCALED
 MM0211* NAVD 88 ORTHO HEIGHT -   947.766 (meters)     3109.46  (feet) POSTED
 MM0211  ______________________________________________________________________
 MM0211  GEOID HEIGHT    -        -21.427 (meters)                     GEOID18
 MM0211  DYNAMIC HEIGHT  -        947.18  (meters)     3107.5   (feet) COMP
 MM0211  MODELED GRAVITY -    979,974.0   (mgal)                       NAVD 88
 MM0211
 MM0211  VERT ORDER      -  * POSTED, SEE BELOW
 MM0211
 MM0211.The horizontal coordinates were scaled from a map and have
 MM0211.an estimated accuracy of +/- 6 seconds.
 MM0211
 MM0211.The orthometric height was determined by differential leveling
 MM0211.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MM0211
 MM0211.* This is a POSTED BENCH MARK height.
 MM0211
 MM0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0211.GEOID18 height accuracy estimate available here.
 MM0211
 MM0211.Click photographs - Photos may exist for this station.
 MM0211
 MM0211.The dynamic height is computed by dividing the NAVD 88
 MM0211.geopotential number by the normal gravity value computed on the
 MM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0211.degrees latitude (g = 980.6199 gals.).
 MM0211
 MM0211.The modeled gravity was interpolated from observed gravity values.
 MM0211
 MM0211;                    North         East    Units  Estimated Accuracy
 MM0211;SPC NE       -   144,570.      377,350.      MT  (+/- 180 meters Scaled)
 MM0211
 MM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL934556(NAD 83)
 MM0211
 MM0211                          SUPERSEDED SURVEY CONTROL
 MM0211
 MM0211  NGVD 29 (??/??/92)  947.365  (m)         3108.15   (f) ADJ UNCH    1 2
 MM0211
 MM0211.Superseded values are not recommended for survey control.
 MM0211
 MM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0211.See file dsdata.pdf to determine how the superseded data were derived.
 MM0211
 MM0211_MARKER: DB = BENCH MARK DISK
 MM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0211_STAMPING: 3108.147 C 8 1933
 MM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0211+STABILITY: SURFACE MOTION
 MM0211
 MM0211  HISTORY     - Date     Condition        Report By
 MM0211  HISTORY     - 1933     MONUMENTED       CGS
 MM0211  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0211  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0211
 MM0211                          STATION DESCRIPTION
 MM0211
 MM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0211'5.6 MI W FROM PAXTON.
 MM0211'ABOUT 5.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0211'PAXTON, KEITH COUNTY, ABOUT 5-1/2 POLES WEST OF MILEPOST 321,
 MM0211'AT A PRIVATE-ROAD CROSSING, 43 FEET EAST OF THE CENTER LINE OF
 MM0211'THE ROAD, 37.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN
 MM0211'TRACK, 10 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, IN LINE
 MM0211'WITH A ROW OF POLES, AND 3.5 FEET WEST OF A POLE.  A STANDARD
 MM0211'DISK, STAMPED 3108.147 C 8 1933 AND SET IN THE TOP OF A CONCRETE
 MM0211'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0211
 MM0211                          STATION RECOVERY (1971)
 MM0211
 MM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0211'MARK NOT FOUND.
 MM0211
 MM0211                          STATION RECOVERY (1986)
 MM0211
 MM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0211'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0371 ***********************************************************************
 LG0371  DESIGNATION -  C 80
 LG0371  PID         -  LG0371
 LG0371  STATE/COUNTY-  NE/LANCASTER
 LG0371  COUNTRY     -  US
 LG0371  USGS QUAD   -  WAVERLY (2017)
 LG0371
 LG0371                         *CURRENT SURVEY CONTROL
 LG0371  ______________________________________________________________________
 LG0371* NAD 83(1986) POSITION- 40 53 21.     (N) 096 34 49.     (W)   SCALED
 LG0371* NAVD 88 ORTHO HEIGHT -   343.930 (meters)     1128.38  (feet) ADJUSTED
 LG0371  ______________________________________________________________________
 LG0371  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 LG0371  DYNAMIC HEIGHT  -        343.787 (meters)     1127.91  (feet) COMP
 LG0371  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 LG0371
 LG0371  VERT ORDER      -  SECOND    CLASS 0
 LG0371
 LG0371.The horizontal coordinates were scaled from a map and have
 LG0371.an estimated accuracy of +/- 6 seconds.
 LG0371
 LG0371.The orthometric height was determined by differential leveling and
 LG0371.adjusted by the NATIONAL GEODETIC SURVEY
 LG0371.in June 1991.
 LG0371
 LG0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0371.GEOID18 height accuracy estimate available here.
 LG0371
 LG0371.Click photographs - Photos may exist for this station.
 LG0371
 LG0371.The dynamic height is computed by dividing the NAVD 88
 LG0371.geopotential number by the normal gravity value computed on the
 LG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0371.degrees latitude (g = 980.6199 gals.).
 LG0371
 LG0371.The modeled gravity was interpolated from observed gravity values.
 LG0371
 LG0371;                    North         East    Units  Estimated Accuracy
 LG0371;SPC NE       -   122,920.      788,040.      MT  (+/- 180 meters Scaled)
 LG0371
 LG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL038292(NAD 83)
 LG0371
 LG0371                          SUPERSEDED SURVEY CONTROL
 LG0371
 LG0371  NGVD 29 (??/??/92)  343.832  (m)         1128.06   (f) ADJ UNCH    2 0
 LG0371
 LG0371.Superseded values are not recommended for survey control.
 LG0371
 LG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0371.See file dsdata.pdf to determine how the superseded data were derived.
 LG0371
 LG0371_MARKER: DB = BENCH MARK DISK
 LG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0371_STAMPING: C 80 1935
 LG0371_MARK LOGO: CGS
 LG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0371+STABILITY: SURFACE MOTION
 LG0371
 LG0371  HISTORY     - Date     Condition        Report By
 LG0371  HISTORY     - 1935     MONUMENTED       CGS
 LG0371  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0371
 LG0371                          STATION DESCRIPTION
 LG0371
 LG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0371'3.5 MI SW FROM WAVERLY.
 LG0371'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0371'RAILROAD FROM THE STATION AT WAVERLY, LANCASTER COUNTY, 81.4
 LG0371'FEET SOUTH OF MILEPOST 51, 78.3 FEET EAST OF A SIGNAL, AND 46.8
 LG0371'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 LG0371'C 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0371
 LG0371                          STATION RECOVERY (1964)
 LG0371
 LG0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0510 ***********************************************************************
 LG0510  DESIGNATION -  C 81
 LG0510  PID         -  LG0510
 LG0510  STATE/COUNTY-  NE/SEWARD
 LG0510  COUNTRY     -  US
 LG0510  USGS QUAD   -  SEWARD (2017)
 LG0510
 LG0510                         *CURRENT SURVEY CONTROL
 LG0510  ______________________________________________________________________
 LG0510* NAD 83(1986) POSITION- 40 54 26.     (N) 097 06 22.     (W)   SCALED
 LG0510* NAVD 88 ORTHO HEIGHT -   441.528 (meters)     1448.58  (feet) ADJUSTED
 LG0510  ______________________________________________________________________
 LG0510  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 LG0510  DYNAMIC HEIGHT  -        441.296 (meters)     1447.82  (feet) COMP
 LG0510  MODELED GRAVITY -    980,086.1   (mgal)                       NAVD 88
 LG0510
 LG0510  VERT ORDER      -  SECOND    CLASS 0
 LG0510
 LG0510.The horizontal coordinates were scaled from a map and have
 LG0510.an estimated accuracy of +/- 6 seconds.
 LG0510
 LG0510.The orthometric height was determined by differential leveling and
 LG0510.adjusted by the NATIONAL GEODETIC SURVEY
 LG0510.in June 1991.
 LG0510
 LG0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0510.GEOID18 height accuracy estimate available here.
 LG0510
 LG0510.Click photographs - Photos may exist for this station.
 LG0510
 LG0510.The dynamic height is computed by dividing the NAVD 88
 LG0510.geopotential number by the normal gravity value computed on the
 LG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0510.degrees latitude (g = 980.6199 gals.).
 LG0510
 LG0510.The modeled gravity was interpolated from observed gravity values.
 LG0510
 LG0510;                    North         East    Units  Estimated Accuracy
 LG0510;SPC NE       -   123,310.      743,700.      MT  (+/- 180 meters Scaled)
 LG0510
 LG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595301(NAD 83)
 LG0510
 LG0510                          SUPERSEDED SURVEY CONTROL
 LG0510
 LG0510  NGVD 29 (??/??/92)  441.349  (m)         1447.99   (f) ADJ UNCH    2 0
 LG0510
 LG0510.Superseded values are not recommended for survey control.
 LG0510
 LG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0510.See file dsdata.pdf to determine how the superseded data were derived.
 LG0510
 LG0510_MARKER: DB = BENCH MARK DISK
 LG0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0510_SP_SET: TANK FOUNDATION
 LG0510_STAMPING: C 81 1935
 LG0510_MARK LOGO: CGS
 LG0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0510
 LG0510  HISTORY     - Date     Condition        Report By
 LG0510  HISTORY     - 1935     MONUMENTED       CGS
 LG0510  HISTORY     - 1961     GOOD             CGS
 LG0510  HISTORY     - 20120711 MARK NOT FOUND   GEOCAC
 LG0510
 LG0510                          STATION DESCRIPTION
 LG0510
 LG0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0510'AT SEWARD.
 LG0510'AT SEWARD, ON THE CHICAGO AND NORTH WESTERN RAILROAD, 109.7 FEET
 LG0510'SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 74.6 FEET NORTH
 LG0510'OF A ROAD CROSSING, 18 FEET EAST OF THE EAST RAIL, 2.4 FEET
 LG0510'WEST OF A TREE, SET IN TOP OF THE WEST EDGE OF A OLD CONCRETE
 LG0510'WATER TANK FOUNDATION.
 LG0510
 LG0510                          STATION RECOVERY (2012)
 LG0510
 LG0510'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0510'THE RAILROAD AND STATION HAVE BEEN REMOVED, AND THE AREA REDEVELOPED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0490 ***********************************************************************
 LG0490  DESIGNATION -  C 83
 LG0490  PID         -  LG0490
 LG0490  STATE/COUNTY-  NE/SEWARD
 LG0490  COUNTRY     -  US
 LG0490  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0490
 LG0490                         *CURRENT SURVEY CONTROL
 LG0490  ______________________________________________________________________
 LG0490* NAD 83(1986) POSITION- 40 46 38.     (N) 097 16 50.     (W)   SCALED
 LG0490* NAVD 88 ORTHO HEIGHT -   445.241 (meters)     1460.76  (feet) ADJUSTED
 LG0490  ______________________________________________________________________
 LG0490  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 LG0490  DYNAMIC HEIGHT  -        444.999 (meters)     1459.97  (feet) COMP
 LG0490  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 LG0490
 LG0490  VERT ORDER      -  SECOND    CLASS 0
 LG0490
 LG0490.The horizontal coordinates were scaled from a map and have
 LG0490.an estimated accuracy of +/- 6 seconds.
 LG0490
 LG0490.The orthometric height was determined by differential leveling and
 LG0490.adjusted by the NATIONAL GEODETIC SURVEY
 LG0490.in June 1991.
 LG0490
 LG0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0490.GEOID18 height accuracy estimate available here.
 LG0490
 LG0490.Click photographs - Photos may exist for this station.
 LG0490
 LG0490.The dynamic height is computed by dividing the NAVD 88
 LG0490.geopotential number by the normal gravity value computed on the
 LG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0490.degrees latitude (g = 980.6199 gals.).
 LG0490
 LG0490.The modeled gravity was interpolated from observed gravity values.
 LG0490
 LG0490;                    North         East    Units  Estimated Accuracy
 LG0490;SPC NE       -   108,410.      729,470.      MT  (+/- 180 meters Scaled)
 LG0490
 LG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL450154(NAD 83)
 LG0490
 LG0490                          SUPERSEDED SURVEY CONTROL
 LG0490
 LG0490  NGVD 29 (??/??/92)  445.061  (m)         1460.17   (f) ADJ UNCH    2 0
 LG0490
 LG0490.Superseded values are not recommended for survey control.
 LG0490
 LG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0490.See file dsdata.pdf to determine how the superseded data were derived.
 LG0490
 LG0490_MARKER: DB = BENCH MARK DISK
 LG0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0490_SP_SET: CONCRETE BLOCK
 LG0490_STAMPING: C 83 1935
 LG0490_MARK LOGO: CGS
 LG0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0490+STABILITY: SURFACE MOTION
 LG0490
 LG0490  HISTORY     - Date     Condition        Report By
 LG0490  HISTORY     - 1935     MONUMENTED       CGS
 LG0490  HISTORY     - 1938     GOOD             CGS
 LG0490
 LG0490                          STATION DESCRIPTION
 LG0490
 LG0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0490'AT BEAVER CROSSING.
 LG0490'AT BEAVER CROSSING, SEWARD COUNTY, ON THE CHICAGO AND NORTH
 LG0490'WESTERN RAILWAY, 600 FEET EAST OF THE STATION, 76.7 FEET NORTH
 LG0490'OF THE NORTH RAIL, 37.5 FEET EAST OF THE NORTHEAST CORNER OF
 LG0490'A BLACKSMITH SHOP, AND IN THE RAILROAD PARK.  A STANDARD DISK,
 LG0490'STAMPED C 83 1935 AND SET IN THE TOP OF A LARGE CONCRETE BLOCK.
 LG0490
 LG0490                          STATION RECOVERY (1938)
 LG0490
 LG0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0044 ***********************************************************************
 ML0044  DESIGNATION -  C 84
 ML0044  PID         -  ML0044
 ML0044  STATE/COUNTY-  NE/BOONE
 ML0044  COUNTRY     -  US
 ML0044  USGS QUAD   -  ALBION WEST (2017)
 ML0044
 ML0044                         *CURRENT SURVEY CONTROL
 ML0044  ______________________________________________________________________
 ML0044* NAD 83(1986) POSITION- 41 41 45.     (N) 098 00 07.     (W)   SCALED
 ML0044* NAVD 88 ORTHO HEIGHT -   532.772 (meters)     1747.94  (feet) ADJUSTED
 ML0044  ______________________________________________________________________
 ML0044  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 ML0044  DYNAMIC HEIGHT  -        532.538 (meters)     1747.17  (feet) COMP
 ML0044  MODELED GRAVITY -    980,168.1   (mgal)                       NAVD 88
 ML0044
 ML0044  VERT ORDER      -  SECOND    CLASS 0
 ML0044
 ML0044.The horizontal coordinates were scaled from a map and have
 ML0044.an estimated accuracy of +/- 6 seconds.
 ML0044
 ML0044.The orthometric height was determined by differential leveling and
 ML0044.adjusted by the NATIONAL GEODETIC SURVEY
 ML0044.in June 1991.
 ML0044
 ML0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0044.GEOID18 height accuracy estimate available here.
 ML0044
 ML0044.Click photographs - Photos may exist for this station.
 ML0044
 ML0044.The dynamic height is computed by dividing the NAVD 88
 ML0044.geopotential number by the normal gravity value computed on the
 ML0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0044.degrees latitude (g = 980.6199 gals.).
 ML0044
 ML0044.The modeled gravity was interpolated from observed gravity values.
 ML0044
 ML0044;                    North         East    Units  Estimated Accuracy
 ML0044;SPC NE       -   208,710.      666,260.      MT  (+/- 180 meters Scaled)
 ML0044
 ML0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830164(NAD 83)
 ML0044
 ML0044                          SUPERSEDED SURVEY CONTROL
 ML0044
 ML0044  NGVD 29 (??/??/92)  532.559  (m)         1747.24   (f) ADJ UNCH    2 0
 ML0044
 ML0044.Superseded values are not recommended for survey control.
 ML0044
 ML0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0044.See file dsdata.pdf to determine how the superseded data were derived.
 ML0044
 ML0044_MARKER: DB = BENCH MARK DISK
 ML0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0044_STAMPING: C 84 1935
 ML0044_MARK LOGO: CGS
 ML0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0044+STABILITY: SURFACE MOTION
 ML0044
 ML0044  HISTORY     - Date     Condition        Report By
 ML0044  HISTORY     - 1935     MONUMENTED       CGS
 ML0044  HISTORY     - 1939     GOOD             CGS
 ML0044
 ML0044                          STATION DESCRIPTION
 ML0044
 ML0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0044'AT ALBION.
 ML0044'AT ALBION, BOONE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 ML0044'0.2 MILE NORTH OF THE STATION, AT THE RAILROAD YARDS, OPPOSITE
 ML0044'THE SECTION FOREMANS HOUSE, 82.4 FEET NORTH OF A TRANSFORMER
 ML0044'BUILDING, 40.7 FEET WEST OF THE WEST RAIL, AND 15.6 FEET NORTH OF
 ML0044'THE NORTH EDGE OF A DITCH.  A STANDARD DISK, STAMPED C 84 1935
 ML0044'AND SET IN THE TOP OF A CONCRETE POST.
 ML0044
 ML0044                          STATION RECOVERY (1939)
 ML0044
 ML0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1645 ***********************************************************************
 MK1645  DESIGNATION -  C 85
 MK1645  PID         -  MK1645
 MK1645  STATE/COUNTY-  NE/BOONE
 MK1645  COUNTRY     -  US
 MK1645  USGS QUAD   -  ALBION EAST (2017)
 MK1645
 MK1645                         *CURRENT SURVEY CONTROL
 MK1645  ______________________________________________________________________
 MK1645* NAD 83(1986) POSITION- 41 38 08.     (N) 097 55 37.     (W)   SCALED
 MK1645* NAVD 88 ORTHO HEIGHT -   519.628 (meters)     1704.81  (feet) ADJUSTED
 MK1645  ______________________________________________________________________
 MK1645  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 MK1645  DYNAMIC HEIGHT  -        519.401 (meters)     1704.07  (feet) COMP
 MK1645  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 MK1645
 MK1645  VERT ORDER      -  SECOND    CLASS 0
 MK1645
 MK1645.The horizontal coordinates were scaled from a map and have
 MK1645.an estimated accuracy of +/- 6 seconds.
 MK1645
 MK1645.The orthometric height was determined by differential leveling and
 MK1645.adjusted by the NATIONAL GEODETIC SURVEY
 MK1645.in June 1991.
 MK1645
 MK1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1645.GEOID18 height accuracy estimate available here.
 MK1645
 MK1645.Click photographs - Photos may exist for this station.
 MK1645
 MK1645.The dynamic height is computed by dividing the NAVD 88
 MK1645.geopotential number by the normal gravity value computed on the
 MK1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1645.degrees latitude (g = 980.6199 gals.).
 MK1645
 MK1645.The modeled gravity was interpolated from observed gravity values.
 MK1645
 MK1645;                    North         East    Units  Estimated Accuracy
 MK1645;SPC NE       -   202,160.      672,660.      MT  (+/- 180 meters Scaled)
 MK1645
 MK1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM893098(NAD 83)
 MK1645
 MK1645                          SUPERSEDED SURVEY CONTROL
 MK1645
 MK1645  NGVD 29 (??/??/92)  519.417  (m)         1704.12   (f) ADJ UNCH    2 0
 MK1645
 MK1645.Superseded values are not recommended for survey control.
 MK1645
 MK1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1645.See file dsdata.pdf to determine how the superseded data were derived.
 MK1645
 MK1645_MARKER: DB = BENCH MARK DISK
 MK1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1645_STAMPING: C 85 1935
 MK1645_MARK LOGO: CGS
 MK1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1645+STABILITY: SURFACE MOTION
 MK1645
 MK1645  HISTORY     - Date     Condition        Report By
 MK1645  HISTORY     - 1935     MONUMENTED       CGS
 MK1645  HISTORY     - 1950     GOOD             CGS
 MK1645
 MK1645                          STATION DESCRIPTION
 MK1645
 MK1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1645'1 MI NW FROM BOONE.
 MK1645'1.0 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1645'FROM THE STATION AT BOONE, AT A ROAD CROSSING, 46.3 FEET SOUTHWEST
 MK1645'OF THE SOUTHWEST RAIL, 23 FEET NORTHEAST OF THE CENTER LINE OF
 MK1645'A ROAD, 4.0 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHEAST
 MK1645'OF THE CROSSING, 3.3 FEET NORTHEAST OF A FENCE, 1.6 FEET
 MK1645'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1645'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0064 ***********************************************************************
 ML0064  DESIGNATION -  C 86
 ML0064  PID         -  ML0064
 ML0064  STATE/COUNTY-  NE/BOONE
 ML0064  COUNTRY     -  US
 ML0064  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0064
 ML0064                         *CURRENT SURVEY CONTROL
 ML0064  ______________________________________________________________________
 ML0064* NAD 83(1986) POSITION- 41 34 51.     (N) 098 10 48.     (W)   SCALED
 ML0064* NAVD 88 ORTHO HEIGHT -   550.846 (meters)     1807.23  (feet) ADJUSTED
 ML0064  ______________________________________________________________________
 ML0064  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 ML0064  DYNAMIC HEIGHT  -        550.589 (meters)     1806.39  (feet) COMP
 ML0064  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 ML0064
 ML0064  VERT ORDER      -  SECOND    CLASS 0
 ML0064
 ML0064.The horizontal coordinates were scaled from a map and have
 ML0064.an estimated accuracy of +/- 6 seconds.
 ML0064
 ML0064.The orthometric height was determined by differential leveling and
 ML0064.adjusted by the NATIONAL GEODETIC SURVEY
 ML0064.in June 1991.
 ML0064
 ML0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0064.GEOID18 height accuracy estimate available here.
 ML0064
 ML0064.Click photographs - Photos may exist for this station.
 ML0064
 ML0064.The dynamic height is computed by dividing the NAVD 88
 ML0064.geopotential number by the normal gravity value computed on the
 ML0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0064.degrees latitude (g = 980.6199 gals.).
 ML0064
 ML0064.The modeled gravity was interpolated from observed gravity values.
 ML0064
 ML0064;                    North         East    Units  Estimated Accuracy
 ML0064;SPC NE       -   195,610.      651,710.      MT  (+/- 180 meters Scaled)
 ML0064
 ML0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM683035(NAD 83)
 ML0064
 ML0064                          SUPERSEDED SURVEY CONTROL
 ML0064
 ML0064  NGVD 29 (??/??/92)  550.615  (m)         1806.48   (f) ADJ UNCH    2 0
 ML0064
 ML0064.Superseded values are not recommended for survey control.
 ML0064
 ML0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0064.See file dsdata.pdf to determine how the superseded data were derived.
 ML0064
 ML0064_MARKER: DB = BENCH MARK DISK
 ML0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0064_STAMPING: C 86 1935
 ML0064_MARK LOGO: CGS
 ML0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0064+STABILITY: SURFACE MOTION
 ML0064
 ML0064  HISTORY     - Date     Condition        Report By
 ML0064  HISTORY     - 1935     MONUMENTED       CGS
 ML0064  HISTORY     - 1951     MARK NOT FOUND   CGS
 ML0064
 ML0064                          STATION DESCRIPTION
 ML0064
 ML0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0064'2 MI NW FROM CEDAR RAPIDS.
 ML0064'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0064'STATION AT CEDAR RAPIDS, BOONE COUNTY, AT A ROAD CROSSING, 75.6 FEET
 ML0064'SOUTHWEST OF THE CENTER OF THE CROSSING, 31.7 FEET WEST OF THE
 ML0064'WEST RAIL, AND 24.6 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 ML0064'C 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0064
 ML0064                          STATION RECOVERY (1951)
 ML0064
 ML0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1404 ***********************************************************************
 MK1404  DESIGNATION -  C 87
 MK1404  PID         -  MK1404
 MK1404  STATE/COUNTY-  NE/PLATTE
 MK1404  COUNTRY     -  US
 MK1404  USGS QUAD   -  MONROE (2017)
 MK1404
 MK1404                         *CURRENT SURVEY CONTROL
 MK1404  ______________________________________________________________________
 MK1404* NAD 83(1986) POSITION- 41 28 04.39   (N) 097 30 11.28   (W)   HD_HELD1
 MK1404* NAVD 88 ORTHO HEIGHT -   454.003 (meters)     1489.51  (feet) ADJUSTED
 MK1404  ______________________________________________________________________
 MK1404  GEOID HEIGHT    -        -25.202 (meters)                     GEOID18
 MK1404  DYNAMIC HEIGHT  -        453.803 (meters)     1488.85  (feet) COMP
 MK1404  MODELED GRAVITY -    980,168.8   (mgal)                       NAVD 88
 MK1404
 MK1404  VERT ORDER      -  SECOND    CLASS 0
 MK1404
 MK1404.The horizontal coordinates were determined by differentially corrected
 MK1404.hand held GPS observations or other comparable positioning techniques
 MK1404.and have an estimated accuracy of +/- 3 meters.
 MK1404
 MK1404.The orthometric height was determined by differential leveling and
 MK1404.adjusted by the NATIONAL GEODETIC SURVEY
 MK1404.in June 1991.
 MK1404
 MK1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1404.GEOID18 height accuracy estimate available here.
 MK1404
 MK1404.Click photographs - Photos may exist for this station.
 MK1404
 MK1404.The dynamic height is computed by dividing the NAVD 88
 MK1404.geopotential number by the normal gravity value computed on the
 MK1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1404.degrees latitude (g = 980.6199 gals.).
 MK1404
 MK1404.The modeled gravity was interpolated from observed gravity values.
 MK1404
 MK1404;                    North         East    Units  Estimated Accuracy
 MK1404;SPC NE       -   184,487.2     708,481.6     MT  (+/- 3 meters HH1 GPS) 
 MK1404
 MK1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2499691780(NAD 83)
 MK1404
 MK1404                          SUPERSEDED SURVEY CONTROL
 MK1404
 MK1404  NGVD 29 (??/??/92)  453.820  (m)         1488.91   (f) ADJ UNCH    2 0
 MK1404
 MK1404.Superseded values are not recommended for survey control.
 MK1404
 MK1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1404.See file dsdata.pdf to determine how the superseded data were derived.
 MK1404
 MK1404_MARKER: DB = BENCH MARK DISK
 MK1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1404_STAMPING: C 87 1935
 MK1404_MARK LOGO: CGS
 MK1404_PROJECTION: FLUSH
 MK1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1404+STABILITY: SURFACE MOTION
 MK1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1404+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2020
 MK1404
 MK1404  HISTORY     - Date     Condition        Report By
 MK1404  HISTORY     - 1935     MONUMENTED       CGS
 MK1404  HISTORY     - 1950     GOOD             CGS
 MK1404  HISTORY     - 19910320 GOOD             NEDR
 MK1404  HISTORY     - 20100512 GOOD             INDIV
 MK1404  HISTORY     - 20200828 GOOD             NEGS
 MK1404
 MK1404                          STATION DESCRIPTION
 MK1404
 MK1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1404'1.1 MI E FROM OCONEE.
 MK1404'1.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1404'SIGN AT OCONEE, AT A ROAD CROSSING, 34 FEET EAST OF THE CENTER
 MK1404'LINE OF A ROAD, 46 FEET NORTH OF THE NORTH RAIL, 5.5 FEET EAST
 MK1404'OF A FENCE CORNER, 4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH
 MK1404'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 MK1404'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1404
 MK1404                          STATION RECOVERY (1991)
 MK1404
 MK1404'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1404'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND THE ROAD SOUTH TO
 MK1404'OCONEE, GO EAST ON HIGHWAY 22 FOR 0.9 MI (1.4 KM) TO A COUNTY ROAD
 MK1404'INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE MARK,
 MK1404'34 FT (10.4 M) EAST FROM THE CENTERLINE OF THE ROAD, 46.0 FT (14.0 M)
 MK1404'NORTH FROM THE NORTH RAIL, 5.5 FT (1.7 M) EAST OF A CONCRETE CORNER
 MK1404'POST, 4 FT (1.2 M) SOUTHEAST FROM A POWER POLE, 1 FT (0.3 M) SOUTH OF
 MK1404'AN EAST/WEST FENCE AND A FIBERGLASS WITNESS POST, SET INTO THE TOP OF
 MK1404'A CONCRETE POST THAT PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND
 MK1404'SURFACE.
 MK1404
 MK1404                          STATION RECOVERY (2010)
 MK1404
 MK1404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK1404'REAL TIME NETWORK GPS OBSERVATION.
 MK1404'41 28'04.398''N     97 30'11.276''W
 MK1404
 MK1404                          STATION RECOVERY (2020)
 MK1404
 MK1404'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1404'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND NE. HIGHWAY 22,
 MK1404'NORTHWEST OF COLUMBUS, NE., GO WEST ON NE. HIGHWAY 22 FOR 3 MI (4.8
 MK1404'KM) TO COUNTY ROAD 295TH AVENUE.  TURN LEFT (SOUTH) ONTO 295TH AVENUE
 MK1404'AND GO SOUTH FOR 0.5 MI (0.8 KM) TO POINT ON THE LEFT.  THE MARK IS 34
 MK1404'FT (10.4 M) EAST FROM THE CENTERLINE OF 295TH AVENUE, 46.0 FT (14.0 M)
 MK1404'NORTH FROM THE NORTH RAIL, 1 FT (0.3 M) SOUTH OF A FIBERGLASS WITNESS
 MK1404'POST IN A FENCE LINE AND 5.5 FT (1.7 M) EAST OF CONCRETE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1069 ***********************************************************************
 LF1069  DESIGNATION -  C 88
 LF1069  PID         -  LF1069
 LF1069  STATE/COUNTY-  NE/CASS
 LF1069  COUNTRY     -  US
 LF1069  USGS QUAD   -  NEHAWKA (2017)
 LF1069
 LF1069                         *CURRENT SURVEY CONTROL
 LF1069  ______________________________________________________________________
 LF1069* NAD 83(1986) POSITION- 40 49 31.     (N) 095 56 59.     (W)   SCALED
 LF1069* NAVD 88 ORTHO HEIGHT -   296.851 (meters)      973.92  (feet) ADJUSTED
 LF1069  ______________________________________________________________________
 LF1069  GEOID HEIGHT    -        -27.898 (meters)                     GEOID18
 LF1069  DYNAMIC HEIGHT  -        296.714 (meters)      973.47  (feet) COMP
 LF1069  MODELED GRAVITY -    980,156.2   (mgal)                       NAVD 88
 LF1069
 LF1069  VERT ORDER      -  SECOND    CLASS 0
 LF1069
 LF1069.The horizontal coordinates were scaled from a map and have
 LF1069.an estimated accuracy of +/- 6 seconds.
 LF1069
 LF1069.The orthometric height was determined by differential leveling and
 LF1069.adjusted by the NATIONAL GEODETIC SURVEY
 LF1069.in June 1991.
 LF1069
 LF1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1069.GEOID18 height accuracy estimate available here.
 LF1069
 LF1069.Click photographs - Photos may exist for this station.
 LF1069
 LF1069.The dynamic height is computed by dividing the NAVD 88
 LF1069.geopotential number by the normal gravity value computed on the
 LF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1069.degrees latitude (g = 980.6199 gals.).
 LF1069
 LF1069.The modeled gravity was interpolated from observed gravity values.
 LF1069
 LF1069;                    North         East    Units  Estimated Accuracy
 LF1069;SPC NE       -   118,130.      841,450.      MT  (+/- 180 meters Scaled)
 LF1069
 LF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF512235(NAD 83)
 LF1069
 LF1069                          SUPERSEDED SURVEY CONTROL
 LF1069
 LF1069  NGVD 29 (??/??/92)  296.758  (m)          973.61   (f) ADJ UNCH    2 0
 LF1069
 LF1069.Superseded values are not recommended for survey control.
 LF1069
 LF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1069.See file dsdata.pdf to determine how the superseded data were derived.
 LF1069
 LF1069_MARKER: DB = BENCH MARK DISK
 LF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1069_STAMPING: C 88 1935
 LF1069_MARK LOGO: CGS
 LF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1069+STABILITY: SURFACE MOTION
 LF1069
 LF1069  HISTORY     - Date     Condition        Report By
 LF1069  HISTORY     - 1935     MONUMENTED       CGS
 LF1069  HISTORY     - 1947     MARK NOT FOUND   CGS
 LF1069
 LF1069                          STATION DESCRIPTION
 LF1069
 LF1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1069'1.4 MI NW FROM UNION.
 LF1069'1.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1069'STATION AT UNION, CASS COUNTY, 1,000 FEET WEST OF MILEPOST 449,
 LF1069'75 FEET SOUTHEAST OF A ROAD CROSSING, 67 FEET SOUTH OF THE
 LF1069'SOUTH RAIL OF THE TRACK, AND 4 FEET NORTH OF A FENCE.  A STANDARD
 LF1069'DISK, STAMPED C 88 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0201 ***********************************************************************
 MN0201  DESIGNATION -  C 9
 MN0201  PID         -  MN0201
 MN0201  STATE/COUNTY-  NE/CHEYENNE
 MN0201  COUNTRY     -  US
 MN0201  USGS QUAD   -  LORENZO (2017)
 MN0201
 MN0201                         *CURRENT SURVEY CONTROL
 MN0201  ______________________________________________________________________
 MN0201* NAD 83(1986) POSITION- 41 04 35.     (N) 103 03 12.     (W)   SCALED
 MN0201* NAVD 88 ORTHO HEIGHT -  1329.844 (meters)     4363.00  (feet) ADJUSTED
 MN0201  ______________________________________________________________________
 MN0201  GEOID HEIGHT    -        -19.672 (meters)                     GEOID18
 MN0201  DYNAMIC HEIGHT  -       1328.893 (meters)     4359.88  (feet) COMP
 MN0201  MODELED GRAVITY -    979,862.4   (mgal)                       NAVD 88
 MN0201
 MN0201  VERT ORDER      -  FIRST     CLASS II
 MN0201
 MN0201.The horizontal coordinates were scaled from a map and have
 MN0201.an estimated accuracy of +/- 6 seconds.
 MN0201
 MN0201.The orthometric height was determined by differential leveling and
 MN0201.adjusted by the NATIONAL GEODETIC SURVEY
 MN0201.in June 1991.
 MN0201
 MN0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0201.GEOID18 height accuracy estimate available here.
 MN0201
 MN0201.Click photographs - Photos may exist for this station.
 MN0201
 MN0201.The dynamic height is computed by dividing the NAVD 88
 MN0201.geopotential number by the normal gravity value computed on the
 MN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0201.degrees latitude (g = 980.6199 gals.).
 MN0201
 MN0201.The modeled gravity was interpolated from observed gravity values.
 MN0201
 MN0201;                    North         East    Units  Estimated Accuracy
 MN0201;SPC NE       -   142,540.      243,540.      MT  (+/- 180 meters Scaled)
 MN0201
 MN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF635490(NAD 83)
 MN0201
 MN0201                          SUPERSEDED SURVEY CONTROL
 MN0201
 MN0201  NGVD 29 (??/??/92) 1329.21   (m)         4360.9    (f) COMPUTED    1 2
 MN0201
 MN0201.Superseded values are not recommended for survey control.
 MN0201
 MN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0201.See file dsdata.pdf to determine how the superseded data were derived.
 MN0201
 MN0201_MARKER: DB = BENCH MARK DISK
 MN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0201_STAMPING: C 9 1933
 MN0201_MARK LOGO: CGS
 MN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0201+STABILITY: SURFACE MOTION
 MN0201
 MN0201  HISTORY     - Date     Condition        Report By
 MN0201  HISTORY     - 1933     MONUMENTED       CGS
 MN0201  HISTORY     - 1941     MARK NOT FOUND   CGS
 MN0201
 MN0201                          STATION DESCRIPTION
 MN0201
 MN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0201'6.6 MI S FROM SIDNEY.
 MN0201'LOCATED ON THE R/W OF THE C.B. AND Q. RAILROAD AT A PUBLIC ROAD
 MN0201'CROSSING 13 1/2 POLES NORTH OF MILEPOST 82, 94.3 FT EAST OF THE
 MN0201'EAST RAIL OF THE MAINLINE, 33 FT NORTH OF THE CENTERLINE OF THE
 MN0201'ROAD, 4.4 FT NORTH OF THE NORTH ROAD R/W FENCE, 6.5 FT WEST OF
 MN0201'THE EAST RR. R/W FENCE.  TABLET IS STAMPED C-9 1933.
 MN0201
 MN0201                          STATION RECOVERY (1941)
 MN0201
 MN0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0202 ***********************************************************************
 MN0202  DESIGNATION -  C 9 RESET
 MN0202  PID         -  MN0202
 MN0202  STATE/COUNTY-  NE/CHEYENNE
 MN0202  COUNTRY     -  US
 MN0202  USGS QUAD   -  LORENZO (2017)
 MN0202
 MN0202                         *CURRENT SURVEY CONTROL
 MN0202  ______________________________________________________________________
 MN0202* NAD 83(1986) POSITION- 41 04 36.     (N) 103 03 12.     (W)   SCALED
 MN0202* NAVD 88 ORTHO HEIGHT -  1329.84  (+/-2cm)     4363.0   (feet) VERTCON
 MN0202  ______________________________________________________________________
 MN0202  GEOID HEIGHT    -        -19.672 (meters)                     GEOID18
 MN0202  VERT ORDER      -  THIRD (See Below)
 MN0202
 MN0202.The horizontal coordinates were scaled from a map and have
 MN0202.an estimated accuracy of +/- 6 seconds.
 MN0202
 MN0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0202
 MN0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0202.GEOID18 height accuracy estimate available here.
 MN0202
 MN0202.The vertical order pertains to the NGVD 29 superseded value.
 MN0202
 MN0202.Click photographs - Photos may exist for this station.
 MN0202
 MN0202;                    North         East    Units  Estimated Accuracy
 MN0202;SPC NE       -   142,570.      243,540.      MT  (+/- 180 meters Scaled)
 MN0202
 MN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF635490(NAD 83)
 MN0202
 MN0202                          SUPERSEDED SURVEY CONTROL
 MN0202
 MN0202  NGVD 29 (??/??/??) 1329.21   (m)         4360.9    (f) RESET       3  
 MN0202
 MN0202.Superseded values are not recommended for survey control.
 MN0202
 MN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0202.See file dsdata.pdf to determine how the superseded data were derived.
 MN0202
 MN0202_MARKER: DB = BENCH MARK DISK
 MN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0202_STAMPING: C 9 RESET 1940
 MN0202_MARK LOGO: CGS
 MN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0202+STABILITY: SURFACE MOTION
 MN0202
 MN0202  HISTORY     - Date     Condition        Report By
 MN0202  HISTORY     - 1940     MONUMENTED       NEDR
 MN0202  HISTORY     - 1941     MARK NOT FOUND   CGS
 MN0202  HISTORY     - 1942     MARK NOT FOUND   CGS
 MN0202
 MN0202                          STATION DESCRIPTION
 MN0202
 MN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MN0202'6.2 MI SW FROM SIDNEY.
 MN0202'6.2 MILES SOUTHWEST.  A STANDARD DISK, STAMPED C 9 RESET 1940 AND
 MN0202'SET IN THE TOP OF A CONCRETE POST.  THIS MARK IS 130 FEET DUE
 MN0202'NORTH OF THE OLD LOCATION OF C 9 WHICH WAS DESCRIBED AS
 MN0202'FOLLOWS-- 6.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0202'QUINCY RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, 1
 MN0202'MILE EAST AND 2 MILES NORTH OF LORENZO, 13-1/2 POLES NORTH OF
 MN0202'MILEPOST 82, AT A ROAD CROSSING, 94 FEET EAST OF THE EAST RAIL OF
 MN0202'THE MAIN TRACK, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MN0202'6-1/2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 4-1/2 FEET
 MN0202'NORTH OF THE NORTH ROAD RIGHT-OF-WAY FENCE.  NOTE-- MAY HAVE
 MN0202'BEEN DESTROYED WHEN NEW HIGHWAY WAS PUT IN.
 MN0202
 MN0202                          STATION RECOVERY (1942)
 MN0202
 MN0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0579 ***********************************************************************
 NP0579  DESIGNATION -  CABIN
 NP0579  PID         -  NP0579
 NP0579  STATE/COUNTY-  NE/CHERRY
 NP0579  COUNTRY     -  US
 NP0579  USGS QUAD   -  GORDON SE (2017)
 NP0579
 NP0579                         *CURRENT SURVEY CONTROL
 NP0579  ______________________________________________________________________
 NP0579* NAD 83(1995) POSITION- 42 51 17.86510(N) 102 02 04.90999(W)   ADJUSTED
 NP0579* NAVD 88 ORTHO HEIGHT -  1149.    (meters)     3770.    (feet) SCALED
 NP0579  ______________________________________________________________________
 NP0579  GEOID HEIGHT    -        -18.744 (meters)                     GEOID18
 NP0579  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 NP0579  HORZ ORDER      -  FIRST
 NP0579
 NP0579.The horizontal coordinates were established by classical geodetic methods
 NP0579.and adjusted by the National Geodetic Survey in August 1997.
 NP0579
 NP0579.The orthometric height was scaled from a topographic map.
 NP0579
 NP0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0579.GEOID18 height accuracy estimate available here.
 NP0579
 NP0579.Click photographs - Photos may exist for this station.
 NP0579
 NP0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0579
 NP0579. The following values were computed from the NAD 83(1995) position.
 NP0579
 NP0579;                    North         East     Units Scale Factor Converg.
 NP0579;SPC NE       -   337,465.986   333,724.995   MT  0.99993670   -1 20 54.2
 NP0579;SPC NE       - 1,107,169.66  1,094,896.09   sFT  0.99993670   -1 20 54.2
 NP0579;UTM  13      - 4,748,974.879   742,272.910   MT  1.00032217   +2 01 04.1
 NP0579;UTM  14      - 4,749,176.990   252,056.987   MT  1.00035637   -2 03 54.3
 NP0579
 NP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0579!SPC NE       -   0.99982270  x   0.99993670  =   0.99975941
 NP0579!UTM  13      -   0.99982270  x   1.00032217  =   1.00014482
 NP0579!UTM  14      -   0.99982270  x   1.00035637  =   1.00017901
 NP0579
 NP0579:                Primary Azimuth Mark                     Grid Az
 NP0579:SPC NE       -  GORDON MUNICIPAL TANK                    249 35 45.6
 NP0579:UTM  13      -  GORDON MUNICIPAL TANK                    246 13 47.3
 NP0579:UTM  14      -  GORDON MUNICIPAL TANK                    250 18 45.7
 NP0579
 NP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4227248974(NAD 83)
 NP0579
 NP0579|---------------------------------------------------------------------|
 NP0579| PID    Reference Object                     Distance      Geod. Az  |
 NP0579|                                                           dddmmss.s |
 NP0579| CP8928 CABIN RM 2                           23.570 METERS 00052     |
 NP0579| NP0580 GORDON MUNICIPAL TANK               APPROX.15.3 KM 2481451.4 |
 NP0579| CP8927 CABIN RM 1                           30.084 METERS 28844     |
 NP0579| CP8926 CABIN AZ MK                                        2985111.5 |
 NP0579|---------------------------------------------------------------------|
 NP0579
 NP0579                          SUPERSEDED SURVEY CONTROL
 NP0579
 NP0579  NAD 83(1986)-  42 51 17.85717(N)    102 02 04.91459(W) AD(       ) 1
 NP0579  NAD 27      -  42 51 17.85600(N)    102 02 03.36500(W) AD(       ) 1
 NP0579
 NP0579.Superseded values are not recommended for survey control.
 NP0579
 NP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0579.See file dsdata.pdf to determine how the superseded data were derived.
 NP0579
 NP0579_MARKER: DS = TRIANGULATION STATION DISK
 NP0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0579_STAMPING: CABIN 1946
 NP0579_MARK LOGO: CGS
 NP0579_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0579
 NP0579  HISTORY     - Date     Condition        Report By
 NP0579  HISTORY     - 1946     MONUMENTED       CGS
 NP0579  HISTORY     - 1965     GOOD             CGS
 NP0579
 NP0579                          STATION DESCRIPTION
 NP0579
 NP0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0579'LOCATED ABOUT 9.5 MILES, AIRLINE, EAST-NORTHEAST OF GORDON,
 NP0579'0.75 MILE, AIRLINE NORTH OF THE CHICAGO AND NORTHWESTERN RAILROAD
 NP0579'TRACK AND 0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE, ON THE
 NP0579'HIGHEST POINT OF A SHARP SANDY PEAK, THE MOST EASTERLY OF
 NP0579'TWO.  IT IS 150 YARDS WEST OF A NORTH-SOUTH FENCE LINE.  IT
 NP0579'IS A STANDARD DISK, STAMPED CABIN 1946, WELDED ON TOP OF A
 NP0579'3-INCH CAST-IRON PIPE PROJECTING 1 FOOT.
 NP0579'
 NP0579'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND
 NP0579'ABOUT 45 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NP0579'STAMPED CABIN NO 1 1946, WELDED ON THE TOP OF A 3-INCH CAST-IRON
 NP0579'PIPE PROJECTING 1 FOOT.
 NP0579'
 NP0579'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND ABOUT
 NP0579'10 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NP0579'STAMPED CABIN NO 2 1946, WELDED ON THE TOP OF A 3-INCH CAST-IRON
 NP0579'PIPE PROJECTING 2.5 FEET.
 NP0579'
 NP0579'AZIMUTH MARK IS ON THE SOUTH SIDE OF A LOW RIDGE RUNNING EAST
 NP0579'AND WEST, IT IS 6 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 NP0579'1.5 FEET EAST OF A 4-INCH SQUARE, WOODEN WITNESS POST PROJECTING
 NP0579'2.5 FEET.  IT IS A STANDARD DISK, STAMPED CABIN 1946, WELDED ON
 NP0579'THE TOP OF A 3-INCH CAST-IRON PIPE PROJECTING 1 FOOT.
 NP0579'
 NP0579'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NP0579'HIGHWAY 27 AT THE SOUTH EDGE OF GORDON GO EAST ON U.S. HIGHWAY
 NP0579'20 FOR 6.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTH,
 NP0579'AND GO 3.45 MILES TO A DIM TRACK ROAD RIGHT AT A FENCE CORNER,
 NP0579'ABOUT 300 YARDS SOUTH OF A RANCH ON THE LEFT.  TURN RIGHT ON
 NP0579'DIM TRACK FOR 0.6 MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE
 NP0579'LINE.  PASS THROUGH GATE AND GO 1.2 MILES NORTHEAST, ACROSS
 NP0579'PASTURE LAND, TO A NORTH-SOUTH FENCE LINE AND THE AZIMUTH
 NP0579'MARK AS DESCRIBED.  TAKE DOWN FENCE AND CONTINUE SOUTHEAST
 NP0579'FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION
 NP0579'AS DESCRIBED.  TRUCK CAN BE DRIVEN WITHIN 50 YARDS OF
 NP0579'THE STATION.
 NP0579
 NP0579                          STATION RECOVERY (1965)
 NP0579
 NP0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NP0579'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NP0579'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NP0579'THE AZIMUTH MARK WAS FOUND DISPLACED AND WAS DESTROYED.
 NP0579'
 NP0579'NO NEW AZIMUTH MARK WAS SET, THE GORDON, MUNICIPAL WATER TANK
 NP0579'CAN BE USED FOR THE AZIMUTH MARK.
 NP0579'
 NP0579'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0421 ***********************************************************************
 MN0421  DESIGNATION -  CAFE
 MN0421  PID         -  MN0421
 MN0421  STATE/COUNTY-  NE/KEITH
 MN0421  COUNTRY     -  US
 MN0421  USGS QUAD   -  BIG SPRINGS (2017)
 MN0421
 MN0421                         *CURRENT SURVEY CONTROL
 MN0421  ______________________________________________________________________
 MN0421* NAD 83(1995) POSITION- 41 05 26.57568(N) 102 03 05.35207(W)   ADJUSTED
 MN0421* NAVD 88 ORTHO HEIGHT -  1088.    (meters)     3570.    (feet) SCALED
 MN0421  ______________________________________________________________________
 MN0421  GEOID HEIGHT    -        -20.628 (meters)                     GEOID18
 MN0421  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 MN0421  HORZ ORDER      -  THIRD
 MN0421
 MN0421.The horizontal coordinates were established by classical geodetic methods
 MN0421.and adjusted by the National Geodetic Survey in August 1997.
 MN0421
 MN0421.The orthometric height was scaled from a topographic map.
 MN0421
 MN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0421.GEOID18 height accuracy estimate available here.
 MN0421
 MN0421.Click photographs - Photos may exist for this station.
 MN0421
 MN0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0421
 MN0421. The following values were computed from the NAD 83(1995) position.
 MN0421
 MN0421;                    North         East     Units Scale Factor Converg.
 MN0421;SPC NE       -   141,646.388   327,705.172   MT  0.99968468   -1 21 34.3
 MN0421;SPC NE       -   464,718.19  1,075,146.05   sFT  0.99968468   -1 21 34.3
 MN0421;UTM  13      - 4,553,017.538   747,649.251   MT  1.00035489   +1 56 20.1
 MN0421;UTM  14      - 4,553,315.489   243,700.784   MT  1.00040855   -2 00 24.1
 MN0421
 MN0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0421!SPC NE       -   0.99983253  x   0.99968468  =   0.99951726
 MN0421!UTM  13      -   0.99983253  x   1.00035489  =   1.00018736
 MN0421!UTM  14      -   0.99983253  x   1.00040855  =   1.00024101
 MN0421
 MN0421:                Primary Azimuth Mark                     Grid Az
 MN0421:SPC NE       -  CAFE AZ MK                               337 32 12.0
 MN0421:UTM  13      -  CAFE AZ MK                               334 14 17.6
 MN0421:UTM  14      -  CAFE AZ MK                               338 11 01.8
 MN0421
 MN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4764953017(NAD 83)
 MN0421
 MN0421|---------------------------------------------------------------------|
 MN0421| PID    Reference Object                     Distance      Geod. Az  |
 MN0421|                                                           dddmmss.s |
 MN0421| MN0691 CAFE RM 3                            11.597 METERS 00448     |
 MN0421| MN0689 CAFE RM 1                             9.986 METERS 16232     |
 MN0421| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.23.5 KM 2175914.7 |
 MN0421| MN0690 CAFE RM 2                            10.327 METERS 27329     |
 MN0421| MN0688 CAFE AZ MK                          APPROX. 0.9 KM 3361037.7 |
 MN0421|---------------------------------------------------------------------|
 MN0421
 MN0421                          SUPERSEDED SURVEY CONTROL
 MN0421
 MN0421  NAD 83(1992)-  41 05 26.57468(N)    102 03 05.35353(W) AD(       ) 3
 MN0421  NAD 83(1986)-  41 05 26.57448(N)    102 03 05.35344(W) AD(       ) 3
 MN0421  NAD 27      -  41 05 26.60850(N)    102 03 03.69450(W) AD(       ) 3
 MN0421
 MN0421.Superseded values are not recommended for survey control.
 MN0421
 MN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0421.See file dsdata.pdf to determine how the superseded data were derived.
 MN0421
 MN0421_MARKER: DS = TRIANGULATION STATION DISK
 MN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0421_STAMPING: CAFE 1963
 MN0421_MARK LOGO: CGS
 MN0421_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0421+STABILITY: SURFACE MOTION
 MN0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0421+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1985
 MN0421
 MN0421  HISTORY     - Date     Condition        Report By
 MN0421  HISTORY     - 1963     MONUMENTED       CGS
 MN0421  HISTORY     - 1963     GOOD             CGS
 MN0421  HISTORY     - 1985     GOOD             DMA
 MN0421  HISTORY     - 19850724 GOOD             NGS
 MN0421
 MN0421                          STATION DESCRIPTION
 MN0421
 MN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0421'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF BRULE, 2-1/2
 MN0421'MILES NORTH-NORTHEAST OF BIG SPRINGS, AND 1-1/2 MILES NORTH OF
 MN0421'THE SOUTH PLATTE RIVER.  IT IS ON THE SOUTH SIDE RIGHT-OF-WAY
 MN0421'OF U.S. HIGHWAY 30 AT THE WEST ENTRANCE TO A GAS STATION AND
 MN0421'CAFE.
 MN0421'
 MN0421'TO REACH THE STATION FROM THE POST OFFICE IN BIG SPRINGS GO
 MN0421'NORTH 1/2 BLOCK TO A CROSS STREET.  TURN LEFT AND GO WEST
 MN0421'1 BLOCK TO U.S. HIGHWAY 138.  TURN RIGHT AND GO NORTH 2.1 MILES
 MN0421'ON U.S. HIGHWAY 138 TO THE JUNCTION WITH U.S. HIGHWAY 30.
 MN0421'CONTINUE EAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO A SIDE ROAD
 MN0421'ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY 0.2 MILE TO THE
 MN0421'WEST DRIVEWAY INTO A SERVICE STATION AND CAFE AND THE STATION
 MN0421'ON THE RIGHT.
 MN0421'
 MN0421'THE STATION MARK IS A STANDARD DISK STAMPED CAFE 1963 CEMENTED
 MN0421'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES
 MN0421'ABOVE THE SURFACE OF THE GROUND.  IT IS 4.5 FEET WEST OF THE
 MN0421'CENTER OF A POWER LINE POLE WITH TRIANGLE BLAZE.
 MN0421'
 MN0421'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAFE NO
 MN0421'1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0421'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 1.6 FEET NORTH
 MN0421'OF THE BASE OF A POWER LINE POLE.
 MN0421'
 MN0421'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAFE
 MN0421'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0421'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 1.3 FEET NORTHEAST
 MN0421'OF THE BASE OF A METAL WITNESS POST WITH SIGN.
 MN0421'
 MN0421'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAFE 1963 CEMENTED
 MN0421'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES
 MN0421'ABOVE THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF A GRADED
 MN0421'GRAVEL ROAD, 2 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 MN0421'AND 1.5 FEET SOUTHEAST OF A FENCE CORNER POST.
 MN0421'
 MN0421'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD ON THE LEFT IN
 MN0421'THE ABOVE DESCRIPTION TURN LEFT AND GO NORTH 0.5 MILE ON
 MN0421'GRADED GRAVELED ROAD TO A FENCE CORNER AND THE MARK ON THE RIGHT.
 MN0421
 MN0421                          STATION RECOVERY (1963)
 MN0421
 MN0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0421'RECOVERED IN GOOD CONDITION.
 MN0421
 MN0421                          STATION RECOVERY (1985)
 MN0421
 MN0421'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0421'CAFE 1963 FOUND GOOD.
 MN0421'CAFE NO 1 1963 FOUND DISTURBED (MONUMENT LOOSE AND LEANING).
 MN0421'CAFE NO 2 1963 FOUND GOOD.
 MN0421'
 MN0421'AZIMUTH MARK NOT SEARCHED FOR.
 MN0421'
 MN0421'DESCRIPTION ADEQUATE.
 MN0421
 MN0421                          STATION RECOVERY (1985)
 MN0421
 MN0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0421'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MN0421'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OUT
 MN0421'OF PLACE AND WAS DESTROYED THIS DATE.  REFERENCE MARK 3 WAS
 MN0421'ESTABLISHED.  A CHECK ANGLE TO THE AZIMUTH MARK FROM A DISTANT
 MN0421'LANDMARK WAS OBTAINED, AND THE DISTANCE AND DIRECTION TO REFERENCE
 MN0421'MARK 2 WAS VERIFIFED.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THE
 MN0421'CAFE AND GAS STATION MENTIONED IN THE 1963 DESCRIPTION ARE NOW
 MN0421'ABANDONED AND THE BUILDINGS DETERIORATING.  NEW DESCRIPTIVE TEXT
 MN0421'FOLLOWS.
 MN0421'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST FROM BRULE, 4.0 KM
 MN0421'(2.5 MI) NORTH-NORTHEAST FROM BIG SPRINGS, 2.4 KM (1.5 MI) NORTH FROM
 MN0421'THE SOUTH PLATTE RIVER, 1.2 KM (0.7 MI) EAST FROM THE JUNCTION OF
 MN0421'U.S. HIGHWAYS 30 AND 138, 0.4 KM (0.2 MI) EAST FROM THE KEITH/DEUEL
 MN0421'COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 MN0421'TO REACH THE STATION FROM THE POST OFFICE IN BIG SPRINGS, GO NORTH ON
 MN0421'U.S. HIGHWAY 138 FOR 2.90 KM (1.80 MI) TO A FORK.  BEAR RIGHT AND
 MN0421'NORTHEAST FOR 0.32 KM (0.20 MI) TO U.S. HIGHWAY 30.  CONTINUE EAST ON
 MN0421'HIGHWAY 30 FOR 0.80 KM (0.50 MI) TO A SIDE ROAD LEFT, AT THE
 MN0421'KEITH/DEUEL COUNTY LINE.  CONTINUE EAST ON THE HIGHWAY FOR 0.32 KM
 MN0421'(0.20 MI) TO THE WEST ENTRANCE TO AN OLD ABANDONED BUILDING AND THE
 MN0421'STATION ON THE RIGHT.
 MN0421'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0421'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  IT IS 52.27 M
 MN0421'(171.49 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE CEMENT BLOCK
 MN0421'PART OF THE BUILDING, 29.9 M (98.1 FT) SOUTH FROM THE CENTERLINE OF
 MN0421'THE HIGHWAY, 18.0 M (59.1 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 MN0421'WEST ENTRANCE DRIVE, 1.37 M (4.49 FT) WEST FROM A POWER POLE AND 0.46
 MN0421'M (1.51 FT) NORTHEAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0688 ***********************************************************************
 MN0688  DESIGNATION -  CAFE AZ MK
 MN0688  PID         -  MN0688
 MN0688  STATE/COUNTY-  NE/KEITH
 MN0688  COUNTRY     -  US
 MN0688  USGS QUAD   -  BIG SPRINGS (2017)
 MN0688
 MN0688                         *CURRENT SURVEY CONTROL
 MN0688  ______________________________________________________________________
 MN0688* NAD 83(1995) POSITION- 41 05 52.46920(N) 102 03 20.46548(W)   ADJUSTED
 MN0688* NAVD 88 ORTHO HEIGHT -  1087.    (meters)     3566.    (feet) SCALED
 MN0688  ______________________________________________________________________
 MN0688  GEOID HEIGHT    -        -20.615 (meters)                     GEOID18
 MN0688  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 MN0688  HORZ ORDER      -  THIRD
 MN0688
 MN0688.The horizontal coordinates were established by classical geodetic methods
 MN0688.and adjusted by the National Geodetic Survey in August 1997.
 MN0688
 MN0688.The orthometric height was scaled from a topographic map.
 MN0688
 MN0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0688.GEOID18 height accuracy estimate available here.
 MN0688
 MN0688.Click photographs - Photos may exist for this station.
 MN0688
 MN0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0688
 MN0688. The following values were computed from the NAD 83(1995) position.
 MN0688
 MN0688;                    North         East     Units Scale Factor Converg.
 MN0688;SPC NE       -   142,453.070   327,371.638   MT  0.99968379   -1 21 44.3
 MN0688;SPC NE       -   467,364.78  1,074,051.78   sFT  0.99968379   -1 21 44.3
 MN0688;UTM  13      - 4,553,804.218   747,269.600   MT  1.00035258   +1 56 11.1
 MN0688;UTM  14      - 4,554,126.475   243,376.150   MT  1.00041060   -2 00 35.1
 MN0688
 MN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0688!SPC NE       -   0.99983271  x   0.99968379  =   0.99951655
 MN0688!UTM  13      -   0.99983271  x   1.00035258  =   1.00018523
 MN0688!UTM  14      -   0.99983271  x   1.00041060  =   1.00024324
 MN0688
 MN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4726953804(NAD 83)
 MN0688
 MN0688                          SUPERSEDED SURVEY CONTROL
 MN0688
 MN0688  NAD 83(1992)-  41 05 52.46811(N)    102 03 20.46717(W) AD(       ) 3
 MN0688
 MN0688.Superseded values are not recommended for survey control.
 MN0688
 MN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0688.See file dsdata.pdf to determine how the superseded data were derived.
 MN0688
 MN0688_MARKER: DZ = AZIMUTH MARK DISK
 MN0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0688_STAMPING: CAFE 1963
 MN0688_MARK LOGO: CGS
 MN0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0688+STABILITY: SURFACE MOTION
 MN0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0688+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1985
 MN0688
 MN0688  HISTORY     - Date     Condition        Report By
 MN0688  HISTORY     - 1963     MONUMENTED       CGS
 MN0688  HISTORY     - 19850724 GOOD             NGS
 MN0688
 MN0688                          STATION DESCRIPTION
 MN0688
 MN0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0688'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 4.0 KM (2.5 MI)
 MN0688'NORTH-NORTHEAST FROM BIG SPRINGS, 1.2 KM (0.7 MI) NORTHEAST FROM THE
 MN0688'JUNCTION OF U.S. HIGHWAYS 30 AND 138, 0.8 KM (0.5 MI) NORTH FROM U.S.
 MN0688'HIGHWAY 30, ON THE EAST RIGHT-OF-WAY OF A GRADED ROAD, WHICH IS THE
 MN0688'DEUEL/KEITH COUNTY LINE, AND AT A LARGE, ABOVE GROUND, PIPELINE VALVE
 MN0688'SYSTEM.
 MN0688'TO REACH FROM THE BIG SPRINGS POST OFFICE, GO NORTH ON U.S. HIGHWAY
 MN0688'138 FOR 2.90 KM (1.80 MI) TO A FORK.  BEAR RIGHT  AND NORTHEAST FOR
 MN0688'0.32 KM (0.20 MI) TO U.S. HIGHWAY 30.  CONTINUE EAST ON HIGHWAY 30
 MN0688'FOR 0.80 KM (0.50 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 MN0688'THE GRADED ROAD FOR 0.80 KM (0.50 MI) TO THE MARK ON THE RIGHT.
 MN0688'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 MN0688'WITH THE GROUND.  IT IS 20.73 M (68.01 FT) SOUTH-SOUTHWEST FROM THE
 MN0688'CENTER OF THE PIPELINE VALVE, 12.2 M (40.0 FT) EAST FROM THE
 MN0688'CENTERLINE OF THE ROAD, 4.98 M (16.34 FT) NORTH-NORTHEAST FROM A
 MN0688'POWER POLE AND 0.61 M (2.00 FT) EAST FROM A WITNESS POST.
 MN0688'THE MARK WAS SET IN 1963 AND POSITIONED BY ELECTRONIC TRAVERSE IN
 MN0688'1985.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1953 ***********************************************************************
 MK1953  DESIGNATION -  CAHILL
 MK1953  PID         -  MK1953
 MK1953  STATE/COUNTY-  NE/BOONE
 MK1953  COUNTRY     -  US
 MK1953  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1953
 MK1953                         *CURRENT SURVEY CONTROL
 MK1953  ______________________________________________________________________
 MK1953* NAD 83(1995) POSITION- 41 32 00.21623(N) 097 58 03.26564(W)   ADJUSTED
 MK1953* NAVD 88 ORTHO HEIGHT -   583.    (meters)     1913.    (feet) SCALED
 MK1953  ______________________________________________________________________
 MK1953  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 MK1953  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 MK1953  HORZ ORDER      -  FIRST
 MK1953
 MK1953.The horizontal coordinates were established by classical geodetic methods
 MK1953.and adjusted by the National Geodetic Survey in August 1997.
 MK1953
 MK1953.The orthometric height was scaled from a topographic map.
 MK1953
 MK1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1953.GEOID18 height accuracy estimate available here.
 MK1953
 MK1953.Click photographs - Photos may exist for this station.
 MK1953
 MK1953.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1953
 MK1953. The following values were computed from the NAD 83(1995) position.
 MK1953
 MK1953;                    North         East     Units Scale Factor Converg.
 MK1953;SPC NE       -   190,742.405   669,539.096   MT  0.99965871   +1 20 48.8
 MK1953;SPC NE       -   625,794.04  2,196,646.18   sFT  0.99965871   +1 20 48.8
 MK1953;UTM  14      - 4,598,486.073   586,125.444   MT  0.99969128   +0 41 04.6
 MK1953
 MK1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1953!SPC NE       -   0.99991240  x   0.99965871  =   0.99957114
 MK1953!UTM  14      -   0.99991240  x   0.99969128  =   0.99960371
 MK1953
 MK1953:                Primary Azimuth Mark                     Grid Az
 MK1953:SPC NE       -  CAHILL RM 1                              026 29 42.5
 MK1953:UTM  14      -  CAHILL RM 1                              027 09 26.7
 MK1953
 MK1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8612598486(NAD 83)
 MK1953
 MK1953|---------------------------------------------------------------------|
 MK1953| PID    Reference Object                     Distance      Geod. Az  |
 MK1953|                                                           dddmmss.s |
 MK1953| CN8030 CAHILL RM 1                                        0275031.3 |
 MK1953| CN8031 CAHILL RM 2                          33.130 METERS 24825     |
 MK1953| ML1043 RED CHURCH SPIRE                    APPROX. 6.3 KM 2583820.1 |
 MK1953|---------------------------------------------------------------------|
 MK1953
 MK1953                          SUPERSEDED SURVEY CONTROL
 MK1953
 MK1953  NAD 83(1986)-  41 32 00.22360(N)    097 58 03.27013(W) AD(       ) 1
 MK1953  NAD 27      -  41 32 00.17800(N)    097 58 02.05700(W) AD(       ) 1
 MK1953
 MK1953.Superseded values are not recommended for survey control.
 MK1953
 MK1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1953.See file dsdata.pdf to determine how the superseded data were derived.
 MK1953
 MK1953_MARKER: DS = TRIANGULATION STATION DISK
 MK1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1953_STAMPING: CAHILL 1930
 MK1953_MARK LOGO: CGS
 MK1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1953+STABILITY: SURFACE MOTION
 MK1953
 MK1953  HISTORY     - Date     Condition        Report By
 MK1953  HISTORY     - 1930     MONUMENTED       CGS
 MK1953  HISTORY     - 1934     GOOD             NEGS
 MK1953
 MK1953                          STATION DESCRIPTION
 MK1953
 MK1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1953'STATION ABOUT 9-1/2 MILES E, AND 2 MILES S OF CEDAR RAPIDS,
 MK1953'ABOUT 5-1/2 MILES W, AND 2-3/4 MILES S OF ST. EDWARD IN THE NW
 MK1953'1/4 SEC. OF 14, T 18 N, R 6 W, ON THE LAND WHICH BELONGS TO THE
 MK1953'J.D. CAHILL ESTATE.  THE STATION IS IN THE NW SECTION OF THE
 MK1953'PASTURE LAND, N OF THE GROVE OF TREES, 10.15 METERS FROM THE N
 MK1953'FENCE LINE AND 31.78 METERS FROM THE W FENCE LINE.
 MK1953'
 MK1953'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1953'DISKS SET IN CONCRETE.
 MK1953'
 MK1953'REFERENCE MARK NO. 1 IS ON THE N SIDE OF THE ROAD, IN A CULTIVATED
 MK1953'FIELD 0.44 METER FROM THE FENCE LINE, 7.50 METERS FROM THE
 MK1953'CENTER LINE OF THE ROAD AND ABOUT 0.35 MILE FROM THE STATION.
 MK1953'THIS ROAD RUNS E AND W.  REFERENCE MARK NO. 2 IS IN THE NW CORNER
 MK1953'OF THE PASTURE LAND, 0.67 METER FROM THE N FENCE LINE, 0.59 METER
 MK1953'FROM THE W FENCE LINE AND 33.13 METERS FROM THE STATION.
 MK1953'
 MK1953'THIS LAND IS NOW OCCUPIED BY FELIX ZEROSKY.
 MK1953'
 MK1953'TO REACH FROM CEDAR RAPIDS POST OFFICE FOLLOW E ON CENTRAL
 MK1953'HIGHWAY ABOUT 10-1/2 MILES AND THEN TURN S ON SECTION-LINE
 MK1953'ROAD ABOUT 2.4 MILES TO HOUSE AND GROVE AT W SIDE OF ROAD.
 MK1953'STATION IN LAND N OF GROVE AS DESCRIBED.
 MK1953'
 MK1953'TO REACH FROM ST. EDWARDS POST OFFICE GO W ON THE CENTRAL HIGHWAY
 MK1953'FOR 5.3 MILES THEN TURN S 2.4 MILES AS DESCRIBED ABOVE.
 MK1953'
 MK1953'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 MK1953
 MK1953                          STATION RECOVERY (1934)
 MK1953
 MK1953'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 MK1953'STATION RECOVERED AND FOUND IN GOOD CONDITION.  NO DANGER OF
 MK1953'DISTURBANCE FROM ANY CAUSE AT PRESENT.  STATION IS LOCATED IN
 MK1953'NE 1/4 SEC. 14, T 18 N, R 6 W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0474 ***********************************************************************
 ML0474  DESIGNATION -  CAIRO
 ML0474  PID         -  ML0474
 ML0474  STATE/COUNTY-  NE/HALL
 ML0474  COUNTRY     -  US
 ML0474  USGS QUAD   -  DANNEBROG (2017)
 ML0474
 ML0474                         *CURRENT SURVEY CONTROL
 ML0474  ______________________________________________________________________
 ML0474* NAD 83(1986) POSITION- 41 00 06.     (N) 098 36 23.     (W)   SCALED
 ML0474* NAVD 88 ORTHO HEIGHT -   594.408 (meters)     1950.15  (feet) ADJUSTED
 ML0474  ______________________________________________________________________
 ML0474  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 ML0474  DYNAMIC HEIGHT  -        594.102 (meters)     1949.15  (feet) COMP
 ML0474  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 ML0474
 ML0474  VERT ORDER      -  SECOND    CLASS 0
 ML0474
 ML0474.The horizontal coordinates were scaled from a map and have
 ML0474.an estimated accuracy of +/- 6 seconds.
 ML0474
 ML0474.The orthometric height was determined by differential leveling and
 ML0474.adjusted by the NATIONAL GEODETIC SURVEY
 ML0474.in June 1991.
 ML0474
 ML0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0474.GEOID18 height accuracy estimate available here.
 ML0474
 ML0474.Click photographs - Photos may exist for this station.
 ML0474
 ML0474.The dynamic height is computed by dividing the NAVD 88
 ML0474.geopotential number by the normal gravity value computed on the
 ML0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0474.degrees latitude (g = 980.6199 gals.).
 ML0474
 ML0474.The modeled gravity was interpolated from observed gravity values.
 ML0474
 ML0474;                    North         East    Units  Estimated Accuracy
 ML0474;SPC NE       -   130,660.      617,210.      MT  (+/- 180 meters Scaled)
 ML0474
 ML0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL331390(NAD 83)
 ML0474
 ML0474                          SUPERSEDED SURVEY CONTROL
 ML0474
 ML0474  NGVD 29 (??/??/92)  594.169  (m)         1949.37   (f) ADJ UNCH    2 0
 ML0474
 ML0474.Superseded values are not recommended for survey control.
 ML0474
 ML0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0474.See file dsdata.pdf to determine how the superseded data were derived.
 ML0474
 ML0474_MARKER: DB = BENCH MARK DISK
 ML0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0474_SP_SET: TOWER BASE
 ML0474_STAMPING: CAIRO 1949
 ML0474_MARK LOGO: CGS
 ML0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0474
 ML0474  HISTORY     - Date     Condition        Report By
 ML0474  HISTORY     - 1949     MONUMENTED       CGS
 ML0474
 ML0474                          STATION DESCRIPTION
 ML0474
 ML0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0474'AT CAIRO.
 ML0474'AT CAIRO, ABOUT 250 FEET EAST OF THE JUNCTION OF STATE HIGHWAY
 ML0474'NO. 2 WITH STATE HIGHWAY NO. 60, SET IN THE NORTH CORNER OF THE
 ML0474'NORTHEAST CONCRETE BASE OF THE NORTHEAST STEEL LEG OF THE WATER
 ML0474'TOWER, 27 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 2,
 ML0474'0.2 FOOT NORTH OF THE NORTH CORNER OF THE IRON BASEPLATE, LEVEL
 ML0474'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1100 ***********************************************************************
 ML1100  DESIGNATION -  CAIRO MUNICIPAL TANK
 ML1100  PID         -  ML1100
 ML1100  STATE/COUNTY-  NE/HALL
 ML1100  COUNTRY     -  US
 ML1100  USGS QUAD   -  DANNEBROG (2017)
 ML1100
 ML1100                         *CURRENT SURVEY CONTROL
 ML1100  ______________________________________________________________________
 ML1100* NAD 83(1995) POSITION- 41 00 05.69367(N) 098 36 23.59535(W)   ADJUSTED
 ML1100  ______________________________________________________________________
 ML1100  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 ML1100  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 ML1100  HORZ ORDER      -  THIRD
 ML1100
 ML1100.The horizontal coordinates were established by classical geodetic methods
 ML1100.and adjusted by the National Geodetic Survey in August 1997.
 ML1100
 ML1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1100.GEOID18 height accuracy estimate available here.
 ML1100
 ML1100.Click photographs - Photos may exist for this station.
 ML1100
 ML1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1100
 ML1100. The following values were computed from the NAD 83(1995) position.
 ML1100
 ML1100;                    North         East     Units Scale Factor Converg.
 ML1100;SPC NE       -   130,650.930   617,194.425   MT  0.99969707   +0 55 24.4
 ML1100;SPC NE       -   428,643.93  2,024,912.04   sFT  0.99969707   +0 55 24.4
 ML1100;UTM  14      - 4,539,007.169   533,088.635   MT  0.99961347   +0 15 29.3
 ML1100
 ML1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3308839007(NAD 83)
 ML1100
 ML1100                          SUPERSEDED SURVEY CONTROL
 ML1100
 ML1100  NAD 83(1986)-  41 00 05.70107(N)    098 36 23.59748(W) AD(       ) 3
 ML1100  NAD 27      -  41 00 05.63700(N)    098 36 22.35200(W) AD(       ) 3
 ML1100
 ML1100.Superseded values are not recommended for survey control.
 ML1100
 ML1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1100.See file dsdata.pdf to determine how the superseded data were derived.
 ML1100
 ML1100_MARKER: 53 = ELEVATED TANK
 ML1100
 ML1100  HISTORY     - Date     Condition        Report By
 ML1100  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1100
 ML1100                          STATION DESCRIPTION
 ML1100
 ML1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1100'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF CAIRO ON
 ML1100'THE SOUTH SIDE OF STATE HIGHWAY 2.  IT IS A FOUR LEGGED STEEL
 ML1100'STRUCTURE SUPPORTING A TANK ON ITS TOP.  IT HAS AN OVERALL
 ML1100'HEIGHT OF 115 FEET.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 ML1100'APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0771 ***********************************************************************
 NN0771  DESIGNATION -  CALAMIS
 NN0771  PID         -  NN0771
 NN0771  STATE/COUNTY-  NE/BROWN
 NN0771  COUNTRY     -  US
 NN0771  USGS QUAD   -  GOLDMAN LAKE NW (2017)
 NN0771
 NN0771                         *CURRENT SURVEY CONTROL
 NN0771  ______________________________________________________________________
 NN0771* NAD 83(1995) POSITION- 42 10 19.80813(N) 099 59 48.15693(W)   ADJUSTED
 NN0771* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 NN0771  ______________________________________________________________________
 NN0771  GEOID HEIGHT    -        -22.253 (meters)                     GEOID18
 NN0771  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 NN0771  HORZ ORDER      -  FIRST
 NN0771
 NN0771.The horizontal coordinates were established by classical geodetic methods
 NN0771.and adjusted by the National Geodetic Survey in August 1997.
 NN0771
 NN0771.The orthometric height was scaled from a topographic map.
 NN0771
 NN0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0771.GEOID18 height accuracy estimate available here.
 NN0771
 NN0771.Click photographs - Photos may exist for this station.
 NN0771
 NN0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0771
 NN0771. The following values were computed from the NAD 83(1995) position.
 NN0771
 NN0771;                    North         East     Units Scale Factor Converg.
 NN0771;SPC NE       -   259,676.109   500,271.747   MT  0.99972617   +0 00 07.8
 NN0771;SPC NE       -   851,954.03  1,641,308.22   sFT  0.99972617   +0 00 07.8
 NN0771;UTM  14      - 4,669,372.976   417,677.293   MT  0.99968339   -0 40 09.1
 NN0771
 NN0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0771!SPC NE       -   0.99987203  x   0.99972617  =   0.99959823
 NN0771!UTM  14      -   0.99987203  x   0.99968339  =   0.99955546
 NN0771
 NN0771:                Primary Azimuth Mark                     Grid Az
 NN0771:SPC NE       -  CALAMIS AZ MK                            347 38 29.3
 NN0771:UTM  14      -  CALAMIS AZ MK                            348 18 46.2
 NN0771
 NN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1767769372(NAD 83)
 NN0771
 NN0771|---------------------------------------------------------------------|
 NN0771| PID    Reference Object                     Distance      Geod. Az  |
 NN0771|                                                           dddmmss.s |
 NN0771| CO2796 CALAMIS RM 1                         21.977 METERS 27006     |
 NN0771| CO2795 CALAMIS AZ MK                                      3473837.1 |
 NN0771| CO2797 CALAMIS RM 2                          9.285 METERS 35648     |
 NN0771|---------------------------------------------------------------------|
 NN0771
 NN0771                          SUPERSEDED SURVEY CONTROL
 NN0771
 NN0771  NAD 83(1986)-  42 10 19.81188(N)    099 59 48.16629(W) AD(       ) 1
 NN0771  NAD 27      -  42 10 19.81100(N)    099 59 46.70400(W) AD(       ) 1
 NN0771
 NN0771.Superseded values are not recommended for survey control.
 NN0771
 NN0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0771.See file dsdata.pdf to determine how the superseded data were derived.
 NN0771
 NN0771_MARKER: DB = BENCH MARK DISK
 NN0771_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0771_STAMPING: CALAMIS 1948
 NN0771_MARK LOGO: USGS
 NN0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0771
 NN0771  HISTORY     - Date     Condition        Report By
 NN0771  HISTORY     - 1948     MONUMENTED       USGS
 NN0771
 NN0771                          STATION DESCRIPTION
 NN0771
 NN0771'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NN0771'THE STATION IS LOCATED ABOUT 29.0 MILES SOUTH-SOUTHWEST OF
 NN0771'AINSWORTH, ABOUT 9.5 MILES EAST OF THE ELSMERE STORE AND
 NN0771'POST OFFICE AND ABOUT 6.0 MILES NORTH OF THE BROWN-BLAINE
 NN0771'COUNTY LINE.  IT IS ON THE HIGHEST POINT OF A SAND RIDGE ABOUT
 NN0771'0.65 OF A MILE SOUTH OF A GROUP OF RANCH BUILDINGS.  IT IS
 NN0771'A STANDARD U. S. G. S. BENCH MARK DISK SET IN THE TOP OF A
 NN0771'6 INCH BY 6 INCH CONCRETE POST PROJECTING 7 INCHES ABOVE
 NN0771'THE GROUND AND IS STAMPED CALAMIS 1948.
 NN0771'
 NN0771'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL ABOUT
 NN0771'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NN0771'U. S. G. S. REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH
 NN0771'BY 6 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND
 NN0771'AND IS STAMPED CALAMIS 1948.
 NN0771'
 NN0771'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NN0771'3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3
 NN0771'INCHES AND IS STAMPED CALAMIS NO 2 1949.
 NN0771'
 NN0771'THE AZIMUTH MARK IS 72.0 FEET SOUTH OF THE SOUTHEAST CORNER
 NN0771'OF A FRAME HOUSE, 22.5 FEET SOUTHWEST OF A WELL PUMP, 8.0
 NN0771'FEET WEST OF THE CENTER OF A CORRAL GATE, AND 0.5 OF A FOOT
 NN0771'NORTH OF A CORRAL FENCE.  IT IS SET FLUSH WITH THE TOP OF
 NN0771'THE GROUND AND IS STAMPED CALAMIS 1949.
 NN0771'
 NN0771'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0771'GO SOUTH ON STATE ROUTE NO. 7 FOR 26.55 MILES TO A BRIDGE
 NN0771'ACROSS THE CALAMUS RIVER, CONTINUE SOUTH ON STATE ROUTE NO.
 NN0771'7 FOR 0.3 OF A MILE TO A T ROAD RIGHT, TURN RIGHT ACROSS
 NN0771'A CATTLE GUARD AND GO 1.0 MILE TO A FORK, KEEP LEFT FORK
 NN0771'AND CONTINUE NORTHWESTERLY AND WEST ON MAIN TRAVELED ROAD
 NN0771'FOR 3.2 MILES TO A FORK, KEEP RIGHT AND GO 1.5 MILES TO A
 NN0771'CATTLE GUARD JUST WEST OF A LARGE SAND BLOW-OUT, CROSS CATTLE
 NN0771'GUARD AND CONTINUE ON MAIN TRAVELED ROAD FOR 2.1 MILES TO THE
 NN0771'ENTRANCE TO A RANCH HOME AND BUILDINGS ON THE LEFT, TURN
 NN0771'LEFT TO RANCH HOME (AZIMUTH MARK JUST SOUTH OF RANCH HOUSE
 NN0771'AS DESCRIBED) AND PASS THROUGH A WIRE GATE INTO A CORRAL,
 NN0771'CROSS CORRAL TO ANOTHER WIRE GATE, PASS THROUGH WIRE GATE
 NN0771'AND GO SOUTHERLY ACROSS A PASTURE FOR ABOUT 0.6 OF A
 NN0771'MILE TO THE HIGHEST POINT OF A SAND RIDGE AND THE
 NN0771'STATION AS DESCRIBED.
 NN0771'
 NN0771'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'A 6 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'A 4 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'A 4 FOOT SIGNAL AT STATION KOSHOPAH IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0767 ***********************************************************************
 NN0767  DESIGNATION -  CALAMUS
 NN0767  PID         -  NN0767
 NN0767  STATE/COUNTY-  NE/BROWN
 NN0767  COUNTRY     -  US
 NN0767  USGS QUAD   -  PARAMOUNT VALLEY (2017)
 NN0767
 NN0767                         *CURRENT SURVEY CONTROL
 NN0767  ______________________________________________________________________
 NN0767* NAD 83(1995) POSITION- 42 14 45.48187(N) 099 44 13.43517(W)   ADJUSTED
 NN0767* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 NN0767  ______________________________________________________________________
 NN0767  GEOID HEIGHT    -        -22.495 (meters)                     GEOID18
 NN0767  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 NN0767  HORZ ORDER      -  FIRST
 NN0767
 NN0767.The horizontal coordinates were established by classical geodetic methods
 NN0767.and adjusted by the National Geodetic Survey in August 1997.
 NN0767
 NN0767.The orthometric height was scaled from a topographic map.
 NN0767
 NN0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0767.GEOID18 height accuracy estimate available here.
 NN0767
 NN0767.Click photographs - Photos may exist for this station.
 NN0767
 NN0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0767
 NN0767. The following values were computed from the NAD 83(1995) position.
 NN0767
 NN0767;                    North         East     Units Scale Factor Converg.
 NN0767;SPC NE       -   267,904.227   521,694.612   MT  0.99974201   +0 10 27.3
 NN0767;SPC NE       -   878,949.12  1,711,593.07   sFT  0.99974201   +0 10 27.3
 NN0767;UTM  14      - 4,677,349.226   439,193.479   MT  0.99964549   -0 29 44.0
 NN0767
 NN0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0767!SPC NE       -   0.99987207  x   0.99974201  =   0.99961411
 NN0767!UTM  14      -   0.99987207  x   0.99964549  =   0.99951760
 NN0767
 NN0767:                Primary Azimuth Mark                     Grid Az
 NN0767:SPC NE       -  CALAMUS AZ MK                            126 45 05.5
 NN0767:UTM  14      -  CALAMUS AZ MK                            127 25 16.8
 NN0767
 NN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM3919377349(NAD 83)
 NN0767
 NN0767|---------------------------------------------------------------------|
 NN0767| PID    Reference Object                     Distance      Geod. Az  |
 NN0767|                                                           dddmmss.s |
 NN0767| CO2799 CALAMUS RM 1                         28.017 METERS 06418     |
 NN0767| CO2798 CALAMUS AZ MK                                      1265532.8 |
 NN0767| CO2800 CALAMUS RM 2                         31.279 METERS 18152     |
 NN0767|---------------------------------------------------------------------|
 NN0767
 NN0767                          SUPERSEDED SURVEY CONTROL
 NN0767
 NN0767  NAD 83(1986)-  42 14 45.48628(N)    099 44 13.44675(W) AD(       ) 1
 NN0767  NAD 27      -  42 14 45.48600(N)    099 44 12.00000(W) AD(       ) 1
 NN0767
 NN0767.Superseded values are not recommended for survey control.
 NN0767
 NN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0767.See file dsdata.pdf to determine how the superseded data were derived.
 NN0767
 NN0767_MARKER: DS = TRIANGULATION STATION DISK
 NN0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0767_STAMPING: CALAMUS 1934
 NN0767_MARK LOGO: CGS
 NN0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0767+STABILITY: SURFACE MOTION
 NN0767
 NN0767  HISTORY     - Date     Condition        Report By
 NN0767  HISTORY     - 1934     MONUMENTED       CGS
 NN0767  HISTORY     - 1949     GOOD             CGS
 NN0767
 NN0767                          STATION DESCRIPTION
 NN0767
 NN0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0767'STATION IS IN THE SW 1/4 OF SEC. 2, T26N, R21W.  ABOUT 0.2
 NN0767'MILE E. OF THE W. LINE AND 0.05 MILE N. OF THE S. LINE OF THE
 NN0767'ABOVE QUARTER.  20 MILES W. OF S. FROM LONG PINE.  ON A
 NN0767'HIGH PROMINENT HILL IN PASTURE LAND ABOUT 3/4 MILE NNE FROM
 NN0767'THE HOME OF WEBSTER SPRAGG MARK PROJECTS 6 INCHES ABOVE GROUND.
 NN0767'
 NN0767'TO REACH STATION FROM LONG PINE, GO SOUTH ON RT. 55 FROM RT.
 NN0767'20 FOR 5.0 MILES TO WHERE RT. 55 TURNS LEFT.  CONTINUE SOUTH
 NN0767'ON A DIRT ROAD FOR 6.2 MILES TO ROAD FORKS.  TAKE LEFT FORK
 NN0767'WITH TELEPHONE LINE AND GO 12.1 MILES TO A T-ROAD.  TURN
 NN0767'RIGHT AND GO 2.1 MILES W. TO CROSS ROADS.  TURN RIGHT AND GO
 NN0767'N. FOR 0.5 MILE TO A FENCE CORNER.  TURN LEFT AND GO W. AND
 NN0767'N. FOR 0.9 MILE TO A SQUARE WHITE HOUSE (HOME OF H. MURPHY).
 NN0767'THEN FOLLOW MAIN FARM ROAD N., NW AND W. FOR 0.65 MILE.  PASS
 NN0767'THROUGH GATE IN N. AND S. FENCE LINE AND GATE IN E. AND W.
 NN0767'FENCE LINE AND THEN GO NW 0.1 MILE TO WINDMILL.  FROM THIS
 NN0767'POINT STATION IS N. 55 DEGREES W.  DRIVE 1.0 MILE UP
 NN0767'DRAWS TO STATION ON HILL TOP.
 NN0767'
 NN0767'AZIMUTH MARK IS SE OF STATION ABOUT 0.05 MILES WEST OF MR.
 NN0767'MURPHYS GARAGE, IN FENCE LINE 15 FEET NORTH OF CORNER AND 15
 NN0767'FEET EAST OF CENTER LINE OF DIM ROAD RUNNING N. AND S. ALONG
 NN0767'FENCE LINE.  MARK PROJECTS 5 INCHES ABOVE GROUND.
 NN0767'
 NN0767'REFERENCE MARK NO 1 IS 91.93 FEET EAST OF STATION ON EDGE OF
 NN0767'TOP OF HILL.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 NN0767'
 NN0767'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF HOLLOW IN TOP
 NN0767'OF SOUTHERN END OF THE HILL.  MARK PROJECTS 6 INCHES ABOVE
 NN0767'GROUND.
 NN0767'
 NN0767'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NN0767
 NN0767                          STATION RECOVERY (1949)
 NN0767
 NN0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0767'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0767'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 NN0767'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0767'
 NN0767'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTH-SOUTHWEST OF LONG
 NN0767'PINE AND 19.5 MILES SOUTH-SOUTHEAST OF AINSWORTH, ON THE
 NN0767'HIGHEST POINT OF A PROMINENT SAND RIDGE AND ON LAND OWNED
 NN0767'BY MR. TOM HUGHES OF LONG PINE.  IT IS ABOUT 1.5 MILES NORTHWEST
 NN0767'OF THE HUGHES FARM HOUSE AND 0.75 MILE NORTH-NORTHEAST OF THE
 NN0767'W.J. REYNOLDS FARM HOUSE.  IT IS STAMPED CALAMUS 1934 AND
 NN0767'PROJECTS 2 INCHES.
 NN0767'
 NN0767'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NN0767'NORTHEAST EDGE OF THE RIDGE AND ON ABOUT THE SAME ELEVATION
 NN0767'AS THE STATION.  IT IS STAMPED CALAMUS NO 1 1934 AND PROJECTS
 NN0767'3 INCHES.
 NN0767'
 NN0767'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE
 NN0767'SOUTH SLOPE OF THE RIDGE AND ABOUT 1 FOOT LOWER IN ELEVATION
 NN0767'THAN STATION MARK.  IT IS STAMPED CALAMUS NO 2 1934 AND PROJECTS
 NN0767'1-1/2 FEET.
 NN0767'
 NN0767'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES SOUTHEAST OF THE STATION,
 NN0767'0.1 MILE WEST-NORTHWEST OF THE HUGHES FARM HOUSE, 65 FEET WEST
 NN0767'OF NORTH-SOUTH FENCE LINE AND 20 FEET EAST OF FARM ROAD.  IT
 NN0767'IS STAMPED CALAMUS AZI 1934 AND PROJECTS 5 INCHES.  TO REACH
 NN0767'FROM GATE INTO THE REYNOLDS FARM YARD, GO EAST, NORTH, SOUTH
 NN0767'AND EAST ON TRACK ROAD FOR 2.1 TO THE HUGHES FARM HOUSE ABOUT
 NN0767'0.15 MILE NORTH, LET FENCE LINE DOWN AND GO NORTH ON FIELD
 NN0767'ROAD FOR ABOUT 0.15 MILE TO THE MARK ON THE RIGHT AS
 NN0767'DESCRIBED.
 NN0767'
 NN0767'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0767'GO SOUTH ON STATE ROUTE NO 7 FOR 19.4 MILES TO SCHOOL HOUSE
 NN0767'ABOUT 0.1 MILE EAST OF ROAD, CONTINUE SOUTH ON STATE ROUTE NO
 NN0767'7 FOR 3.45 MILES TO CROSSROAD AT GLEN PIKES MAIL BOX ON LEFT,
 NN0767'TURN LEFT THROUGH GATE IN FENCE LINE AND FOLLOW TRACK ROAD
 NN0767'EAST, NORTHEAST AND EAST FOR 2.15 MILES TO CATTLE GUARD
 NN0767'AT ENTRANCE TO FARM HOUSE, BEAR RIGHT FOR 0.2 MILE TO CATTLE
 NN0767'GUARD JUST SOUTHEAST OF FARM HOUSE, CONTINUE EASTERLY ON
 NN0767'WINDING TRACK ROAD FOR 2.55 MILES TO FARM HOUSE, ROAD PASSES
 NN0767'THROUGH YARD, CONTINUE FOR 0.05 MILE TO CATTLE GUARD AND
 NN0767'FORK 150 FEET EAST, BEAR LEFT AND CONTINUE NORTHEAST AND
 NN0767'EAST ON TRACK ROAD FOR 1.85 MILES TO CATTLE GUARD AND MAIL
 NN0767'BOX ON LEFT POST, BEAR RIGHT JUST AFTER CROSSING CATTLE
 NN0767'GUARD AND CONTINUE EAST ALONG NORTH SIDE OF FENCE LINE FOR
 NN0767'0.9 MILE TO FARM ROAD LEFT ALONG WEST SIDE OF FENCE
 NN0767'LINE JUST BEFORE CROSSING CATTLE GUARD, TURN LEFT AND GO
 NN0767'NORTH FOR 0.25 MILE TO GATE, TURN LEFT THROUGH GATE AND GO
 NN0767'WEST ABOUT 0.1 MILE TO THE REYNOLDS FARM HOUSE, STATION
 NN0767'IS ABOUT 3/4 MILE NORTH-NORTHEAST OF THIS POINT ON THE
 NN0767'HIGHEST POINT OF THE RIDGE, PASS THROUGH GATE JUST SOUTHEAST
 NN0767'OF BARN AND PICK WAY NORTH-NORTHEAST ACROSS PASTURE,
 NN0767'TAKE FENCE LINE DOWN AND CONTINUE TO THE HIGHEST POINT
 NN0767'AND STATION AS DESCRIBED.
 NN0767'
 NN0767'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0767'
 NN0767'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION ROUND IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION CALAMIS (USGS) IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION HOGAN IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 6 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0477 ***********************************************************************
 NO0477  DESIGNATION -  CALF
 NO0477  PID         -  NO0477
 NO0477  STATE/COUNTY-  NE/CHERRY
 NO0477  COUNTRY     -  US
 NO0477  USGS QUAD   -  SEVENMILE HILL (2017)
 NO0477
 NO0477                         *CURRENT SURVEY CONTROL
 NO0477  ______________________________________________________________________
 NO0477* NAD 83(1995) POSITION- 42 17 56.65513(N) 101 15 27.47276(W)   ADJUSTED
 NO0477* NAVD 88 ORTHO HEIGHT -  1130.11  (+/-2cm)     3707.7   (feet) VERTCON
 NO0477  ______________________________________________________________________
 NO0477  GEOID HEIGHT    -        -20.003 (meters)                     GEOID18
 NO0477  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 NO0477  HORZ ORDER      -  FIRST
 NO0477  VERT ORDER      -  THIRD ? (See Below)
 NO0477
 NO0477.The horizontal coordinates were established by classical geodetic methods
 NO0477.and adjusted by the National Geodetic Survey in August 1997.
 NO0477
 NO0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0477
 NO0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0477.GEOID18 height accuracy estimate available here.
 NO0477
 NO0477.The vertical order pertains to the NGVD 29 superseded value.
 NO0477
 NO0477.Click photographs - Photos may exist for this station.
 NO0477
 NO0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0477
 NO0477. The following values were computed from the NAD 83(1995) position.
 NO0477
 NO0477;                    North         East     Units Scale Factor Converg.
 NO0477;SPC NE       -   274,522.496   396,322.729   MT  0.99975443   -0 50 00.3
 NO0477;SPC NE       -   900,662.56  1,300,268.82   sFT  0.99975443   -0 50 00.3
 NO0477;UTM  14      - 4,685,450.767   313,901.771   MT  1.00002614   -1 31 11.4
 NO0477
 NO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0477!SPC NE       -   0.99982592  x   0.99975443  =   0.99958040
 NO0477!UTM  14      -   0.99982592  x   1.00002614  =   0.99985206
 NO0477
 NO0477:                Primary Azimuth Mark                     Grid Az
 NO0477:SPC NE       -  CALF AZ MK                               213 07 41.8
 NO0477:UTM  14      -  CALF AZ MK                               213 48 52.9
 NO0477
 NO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1390185450(NAD 83)
 NO0477
 NO0477|---------------------------------------------------------------------|
 NO0477| PID    Reference Object                     Distance      Geod. Az  |
 NO0477|                                                           dddmmss.s |
 NO0477| CP8929 CALF AZ MK                                         2121741.5 |
 NO0477| CP8930 CALF RM 1                                          24659     |
 NO0477| CP8931 CALF RM 2                            12.899 METERS 32817     |
 NO0477|---------------------------------------------------------------------|
 NO0477
 NO0477                          SUPERSEDED SURVEY CONTROL
 NO0477
 NO0477  NAD 83(1986)-  42 17 56.65355(N)    101 15 27.47870(W) AD(       ) 1
 NO0477  NAD 27      -  42 17 56.67000(N)    101 15 25.88900(W) AD(       ) 1
 NO0477  NGVD 29            1129.74   (m)         3706.5    (f) LEVELING    3  
 NO0477
 NO0477.Superseded values are not recommended for survey control.
 NO0477
 NO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0477.See file dsdata.pdf to determine how the superseded data were derived.
 NO0477
 NO0477_MARKER: DS = TRIANGULATION STATION DISK
 NO0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0477_STAMPING: CALF 1946
 NO0477_MARK LOGO: CGS
 NO0477_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0477
 NO0477  HISTORY     - Date     Condition        Report By
 NO0477  HISTORY     - 1946     MONUMENTED       CGS
 NO0477
 NO0477                          STATION DESCRIPTION
 NO0477
 NO0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0477'LOCATED ABOUT 21 MILES NORTHWEST OF MULLEN, 1.0 MILE
 NO0477'NORTH-NORTHEAST OF A LARGE 2-STORY TILE RANCH HOUSE AND 0.65
 NO0477'MILE EAST OF A TRACK ROAD AND A WINDMILL ON THE HIGHEST POINT
 NO0477'OF A PROMINENT NORTH-SOUTH SAND RIDGE.  IT IS A STANDARD
 NO0477'DISK STAMPED CALF 1946 WELDED TO THE TOP OF A 3-INCH SOIL
 NO0477'PIPE THAT PROJECTS 12 INCHES.
 NO0477'
 NO0477'REFERENCE MARK NO. 1 IS ABOUT 15 FEET LOWER THAN THE STATION.
 NO0477'IT IS A STANDARD DISK STAMPED CALF NO 1 1946 WELDED TO THE TOP OF
 NO0477'A 3-INCH SOIL PIPE THAT PROJECTS 12 INCHES.
 NO0477'
 NO0477'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0477'IT IS A STANDARD DISK STAMPED CALF NO 2 1946 WELDED TO THE TOP
 NO0477'OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0477'
 NO0477'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE WINDMILL, 15
 NO0477'FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND 4 FEET
 NO0477'NORTHEAST OF A REFERENCE POST.  IT IS A STANDARD DISK STAMPED
 NO0477'CALF 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0477'8 INCHES.
 NO0477'
 NO0477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NO0477'NO. 2 AND U.S. HIGHWAY NO. 83 IN MULLEN, GO NORTH FOR 0.2
 NO0477'MILE.  THEN RIGHT, EAST, FOR 0.05 MILE.  THEN LEFT, NORTH,
 NO0477'ON A GRAVEL ROAD FOR 6.3 MILES TO THE END OF THE GRAVEL ROAD
 NO0477'AND A T INTERSECTION WITH A TRACK ROAD ON THE LEFT.  TURN
 NO0477'LEFT, WEST, FOR 3.9 MILES.  THEN RIGHT FORK, NORTH AND
 NO0477'NORTHWEST, FOR 5.7 MILES.  THEN LEFT FORK FOR 1.65 MILES.  THEN
 NO0477'RIGHT FORK FOR 5.9 MILES.  THEN RIGHT FORK FOR 0.7 MILE
 NO0477'TO A SMALL BRIDGE.  CONTINUE FOR 0.4 MILE TO A FORK JUST
 NO0477'WEST OF A RANCH YARD.  THEN LEFT FORK FOR 3.9 MILES.  THEN
 NO0477'RIGHT FORK FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT, EAST,
 NO0477'FOR 0.65 MILE.  THEN RIGHT FORK FOR 0.3 MILE.  LEAVE ROAD
 NO0477'HERE, TURN LEFT FOR ABOUT 100 YARDS TO ANOTHER
 NO0477'EAST-WEST FENCE TRACK ROAD.  CONTINUE EAST, PASSING ON THE
 NO0477'NORTH SIDE OF A WINDMILL, FOR 1.15 MILES TO ANOTHER
 NO0477'WINDMILL.  BEAR TO THE RIGHT FOR 0.1 MILE TO A GATE IN A
 NO0477'NORTH-SOUTH WIRE FENCE.  PASS THROUGH GATE CONTINUE
 NO0477'EAST, FOR 0.7 MILE TO A LARGE 2-STORY TILE HOUSE.  THEN
 NO0477'TURN RIGHT SOUTH, FOR 0.2 MILE.  THEN LEFT FORK FOR
 NO0477'0.75 MILE TO A WINDMILL AND A SMALL CORRAL.  LEAVE THE ROAD,
 NO0477'TURN LEFT, (NORTH) TO ANOTHER TRACK ROAD THAT STARTS IN A
 NO0477'SADDLE LOCATED ABOUT 0.2 MILE NORTH OF THE CORRAL.  FOLLOW
 NO0477'THIS TRACK ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 NO0477'RIGHT.  CONTINUE NORTH FOR 0.25 MILE TO A WINDMILL.  TURN
 NO0477'RIGHT, NORTHEAST, FOR 0.65 MILE TO THE HIGHEST POINT AND
 NO0477'THE STATION.  50 YARD PACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0500 ***********************************************************************
 NO0500  DESIGNATION -  CALL
 NO0500  PID         -  NO0500
 NO0500  STATE/COUNTY-  NE/CHERRY
 NO0500  COUNTRY     -  US
 NO0500  USGS QUAD   -  BORNEMANN LAKE (2017)
 NO0500
 NO0500                         *CURRENT SURVEY CONTROL
 NO0500  ______________________________________________________________________
 NO0500* NAD 83(1995) POSITION- 42 40 28.01832(N) 101 46 40.24805(W)   ADJUSTED
 NO0500* NAVD 88 ORTHO HEIGHT -  1118.    (meters)     3668.    (feet) SCALED
 NO0500  ______________________________________________________________________
 NO0500  GEOID HEIGHT    -        -19.098 (meters)                     GEOID18
 NO0500  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 NO0500  HORZ ORDER      -  FIRST
 NO0500
 NO0500.The horizontal coordinates were established by classical geodetic methods
 NO0500.and adjusted by the National Geodetic Survey in August 1997.
 NO0500
 NO0500.The orthometric height was scaled from a topographic map.
 NO0500
 NO0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0500.GEOID18 height accuracy estimate available here.
 NO0500
 NO0500.Click photographs - Photos may exist for this station.
 NO0500
 NO0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0500
 NO0500. The following values were computed from the NAD 83(1995) position.
 NO0500
 NO0500;                    North         East     Units Scale Factor Converg.
 NO0500;SPC NE       -   316,956.559   354,299.315   MT  0.99986705   -1 10 41.4
 NO0500;SPC NE       - 1,039,881.64  1,162,397.00   sFT  0.99986705   -1 10 41.4
 NO0500;UTM  14      - 4,728,405.626   272,383.241   MT  1.00023745   -1 53 01.4
 NO0500
 NO0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0500!SPC NE       -   0.99982762  x   0.99986705  =   0.99969469
 NO0500!UTM  14      -   0.99982762  x   1.00023745  =   1.00006503
 NO0500
 NO0500:                Primary Azimuth Mark                     Grid Az
 NO0500:SPC NE       -  CALL AZ MK                               008 37 59.3
 NO0500:UTM  14      -  CALL AZ MK                               009 20 19.3
 NO0500
 NO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7238328405(NAD 83)
 NO0500
 NO0500|---------------------------------------------------------------------|
 NO0500| PID    Reference Object                     Distance      Geod. Az  |
 NO0500|                                                           dddmmss.s |
 NO0500| CP8932 CALL AZ MK                                         0072717.9 |
 NO0500| CP8933 CALL RM 1                                          04510     |
 NO0500| CP8934 CALL RM 2                             8.552 METERS 12943     |
 NO0500|---------------------------------------------------------------------|
 NO0500
 NO0500                          SUPERSEDED SURVEY CONTROL
 NO0500
 NO0500  NAD 83(1986)-  42 40 28.01202(N)    101 46 40.25298(W) AD(       ) 1
 NO0500  NAD 27      -  42 40 28.03600(N)    101 46 38.69400(W) AD(       ) 1
 NO0500
 NO0500.Superseded values are not recommended for survey control.
 NO0500
 NO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0500.See file dsdata.pdf to determine how the superseded data were derived.
 NO0500
 NO0500_MARKER: DS = TRIANGULATION STATION DISK
 NO0500_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0500_STAMPING: CALL 1946
 NO0500_MARK LOGO: CGS
 NO0500_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0500
 NO0500  HISTORY     - Date     Condition        Report By
 NO0500  HISTORY     - 1946     MONUMENTED       CGS
 NO0500  HISTORY     - 1968     MARK NOT FOUND   CGS
 NO0500
 NO0500                          STATION DESCRIPTION
 NO0500
 NO0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0500'LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF GORDON AND ABOUT 100
 NO0500'YARDS NORTH OF AN EAST-WEST WIRE FENCE AND TELEPHONE LINE ON
 NO0500'THE HIGHEST POINT OF A PROMINENT SAND DUNE THAT HAS A VERY
 NO0500'LARGE SAND PIT ON ITS NORTH SIDE.  IT IS A STANDARD DISK
 NO0500'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 4
 NO0500'INCHES.  IT IS STAMPED CALL 1946.
 NO0500'
 NO0500'REFERENCE MARK NO. 1 IS ABOUT 9 FEET LOWER THAN THE STATION,
 NO0500'6 FEET NORTHEAST OF A SMALL SAND PIT AND 4 FEET WEST OF THE
 NO0500'EAST EDGE OF A LOW SAND RIDGE.  IT IS A STANDARD DISK CEMENTED
 NO0500'IN THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 8 INCHES.  IT
 NO0500'IS STAMPED CALL NO 1 1946.
 NO0500'
 NO0500'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0500'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 3-INCH SOIL
 NO0500'PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED CALL NO 2 1946.
 NO0500'
 NO0500'THE AZIMUTH MARK IS 65 FEET EAST OF THE CENTERLINE OF A TRACK
 NO0500'ROAD, 65 FEET EAST OF THE CENTER OF A WIRE GATE AND 6 INCHES
 NO0500'SOUTH OF AN EAST-WEST WIRE FENCE.  IT IS A STANDARD DISK
 NO0500'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 18 INCHES.
 NO0500'IT IS STAMPED CALL 1946.
 NO0500'
 NO0500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0500'20 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NO0500'SOUTH ON NO. 27 FOR 3.7 MILES TO A CROSSROAD AND A SCHOOL HOUSE
 NO0500'AT THE SOUTHWEST CORNER OF THE INTERSECTION.  THEN LEFT, EAST,
 NO0500'FOR 3.0 MILES.  THEN RIGHT, SOUTH, FOR 1.0 MILE.  THEN LEFT,
 NO0500'EAST, FOR 7.0 MILES TO A BRIDGE ACROSS THE NIOBRARA RIVER.
 NO0500'CONTINUE EASTERLY FOR 1.3 MILES.  THEN RIGHT FORK, EAST, FOR
 NO0500'5.15 MILES TO A CROSSROAD AND A SCHOOL HOUSE AT THE NORTHWEST
 NO0500'CORNER OF THE INTERSECTION.  CONTINUE EAST FOR 2.6 MILES.
 NO0500'THEN RIGHT FORK FOR 1.55 MILES.  THEN RIGHT FORK FOR 0.8
 NO0500'MILE.  THEN LEFT FORK FOR 0.5 MILE TO AN AUTO GATE.  CONTINUE
 NO0500'SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 0.85 MILE.  THEN RIGHT
 NO0500'FORK FOR 2.35 MILES TO A GATE IN AN EAST-WEST FENCE AND THE
 NO0500'AZIMUTH MARK ON THE LEFT.  PASS THROUGH GATE, CONTINUE
 NO0500'SOUTHERLY FOR 0.3 MILE TO A POINT JUST BEYOND WHERE THE
 NO0500'ROAD TURNS TO THE EAST.  THEN LEAVE THE ROAD, GO ACROSS
 NO0500'COUNTRY (SOUTHERLY) FOR 0.45 MILE TO THE END OF TRUCK
 NO0500'TRAVEL AT THE EAST BASE OF THE SAND DUNE.  PACK WESTERLY
 NO0500'ABOUT 50 YARDS TO THE HIGHEST POINT AND THE STATION.
 NO0500
 NO0500                          STATION RECOVERY (1968)
 NO0500
 NO0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NO0500'THE STATION SITE WAS VISITED BUT THE STATION MARK, REFERENCE
 NO0500'MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 NO0500'NOT RECOVERED.  A GRASS FIRE WENT THROUGH THE STATION AREA
 NO0500'AND ALL INDICATION SHOW THAT THE MARKS WERE PROBABLY DESTROYED
 NO0500'BY BLOWING SAND.  A LARGE BLOW OUT IN THE SAND IS NOW AT THE
 NO0500'STATION SITE.  THE AZIMUTH MARK AREA IS VERY SANDY AND THE
 NO0500'MARK WAS PROBABLY DESTROYED OR COULD BE COVERED BY DRIFTING
 NO0500'SAND.  THIS STATION SHOULD BE CONSIDERED LOST.
 NO0500'
 NO0500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 24
 NO0500'MILES EAST-SOUTHEAST OF GORDON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0040 ***********************************************************************
 LJ0040  DESIGNATION -  CAMBRIDGE
 LJ0040  PID         -  LJ0040
 LJ0040  STATE/COUNTY-  NE/FURNAS
 LJ0040  COUNTRY     -  US
 LJ0040  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0040
 LJ0040                         *CURRENT SURVEY CONTROL
 LJ0040  ______________________________________________________________________
 LJ0040* NAD 83(1986) POSITION- 40 16 55.5    (N) 100 10 02.8    (W)   HD_HELD2
 LJ0040* NAVD 88 ORTHO HEIGHT -   691.666 (meters)     2269.24  (feet) ADJUSTED
 LJ0040  ______________________________________________________________________
 LJ0040  GEOID HEIGHT    -        -24.317 (meters)                     GEOID18
 LJ0040  DYNAMIC HEIGHT  -        691.229 (meters)     2267.81  (feet) COMP
 LJ0040  MODELED GRAVITY -    979,972.0   (mgal)                       NAVD 88
 LJ0040
 LJ0040  VERT ORDER      -  FIRST     CLASS II
 LJ0040
 LJ0040.The horizontal coordinates were established by autonomous hand held GPS
 LJ0040.observations and have an estimated accuracy of +/- 10 meters.
 LJ0040
 LJ0040.The orthometric height was determined by differential leveling and
 LJ0040.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0040.in June 1991.
 LJ0040
 LJ0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0040.GEOID18 height accuracy estimate available here.
 LJ0040
 LJ0040.Click photographs - Photos may exist for this station.
 LJ0040
 LJ0040.The dynamic height is computed by dividing the NAVD 88
 LJ0040.geopotential number by the normal gravity value computed on the
 LJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0040.degrees latitude (g = 980.6199 gals.).
 LJ0040
 LJ0040.The modeled gravity was interpolated from observed gravity values.
 LJ0040
 LJ0040;                    North         East    Units  Estimated Accuracy
 LJ0040;SPC NE       -    49,840.      485,762.      MT  (+/- 10 meters HH2 GPS)
 LJ0040
 LJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0075759720(NAD 83)
 LJ0040
 LJ0040                          SUPERSEDED SURVEY CONTROL
 LJ0040
 LJ0040  NGVD 29 (??/??/92)  691.375  (m)         2268.29   (f) ADJ UNCH    1 2
 LJ0040
 LJ0040.Superseded values are not recommended for survey control.
 LJ0040
 LJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0040.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0040
 LJ0040_MARKER: DB = BENCH MARK DISK
 LJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0040_STAMPING: 2268.286 CAMBRIDGE 1933
 LJ0040_MARK LOGO: CGS
 LJ0040_PROJECTION: FLUSH
 LJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0040+STABILITY: SURFACE MOTION
 LJ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0040+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0040
 LJ0040  HISTORY     - Date     Condition        Report By
 LJ0040  HISTORY     - 1933     MONUMENTED       CGS
 LJ0040  HISTORY     - 1934     GOOD             CGS
 LJ0040  HISTORY     - 20120828 GOOD             INDIV
 LJ0040
 LJ0040                          STATION DESCRIPTION
 LJ0040
 LJ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0040'AT CAMBRIDGE.
 LJ0040'AT CAMBRIDGE, FURNAS COUNTY, AT THE NORTHEAST CORNER OF THE
 LJ0040'INTERSECTION OF NASBY AND PENN STREETS, AT THE CITY LIGHT PLANT,
 LJ0040'8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 25 FEET
 LJ0040'EAST OF THE EAST CURB OF PENN STREET, AND 6 FEET NORTH OF THE
 LJ0040'NORTH CURB OF NASBY STREET.  A STANDARD DISK, STAMPED 2268.286
 LJ0040'CAMBRIDGE 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0040
 LJ0040                          STATION RECOVERY (2012)
 LJ0040
 LJ0040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0040'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0523 ***********************************************************************
 LJ0523  DESIGNATION -  CAMBRIDGE
 LJ0523  PID         -  LJ0523
 LJ0523  STATE/COUNTY-  NE/FURNAS
 LJ0523  COUNTRY     -  US
 LJ0523  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0523
 LJ0523                         *CURRENT SURVEY CONTROL
 LJ0523  ______________________________________________________________________
 LJ0523* NAD 83(1995) POSITION- 40 17 33.83014(N) 100 08 18.11418(W)   ADJUSTED
 LJ0523* NAVD 88 ORTHO HEIGHT -   709.    (meters)     2326.    (feet) SCALED
 LJ0523  ______________________________________________________________________
 LJ0523  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 LJ0523  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 LJ0523  HORZ ORDER      -  THIRD
 LJ0523
 LJ0523.The horizontal coordinates were established by classical geodetic methods
 LJ0523.and adjusted by the National Geodetic Survey in August 1997.
 LJ0523
 LJ0523.The orthometric height was scaled from a topographic map.
 LJ0523
 LJ0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0523.GEOID18 height accuracy estimate available here.
 LJ0523
 LJ0523.Click photographs - Photos may exist for this station.
 LJ0523
 LJ0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0523
 LJ0523. The following values were computed from the NAD 83(1995) position.
 LJ0523
 LJ0523;                    North         East     Units Scale Factor Converg.
 LJ0523;SPC NE       -    51,017.687   488,236.495   MT  0.99988048   -0 05 30.1
 LJ0523;SPC NE       -   167,380.53  1,601,822.57   sFT  0.99988048   -0 05 30.1
 LJ0523;UTM  14      - 4,460,869.907   403,244.652   MT  0.99971524   -0 44 10.4
 LJ0523
 LJ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0523!SPC NE       -   0.99989256  x   0.99988048  =   0.99977305
 LJ0523!UTM  14      -   0.99989256  x   0.99971524  =   0.99960783
 LJ0523
 LJ0523:                Primary Azimuth Mark                     Grid Az
 LJ0523:SPC NE       -  CAMBRIDGE AZ MK                          001 22 43.2
 LJ0523:UTM  14      -  CAMBRIDGE AZ MK                          002 01 23.5
 LJ0523
 LJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0324460869(NAD 83)
 LJ0523
 LJ0523|---------------------------------------------------------------------|
 LJ0523| PID    Reference Object                     Distance      Geod. Az  |
 LJ0523|                                                           dddmmss.s |
 LJ0523| CN8035 CAMBRIDGE AZ MK                                    0011713.1 |
 LJ0523| CN8036 CAMBRIDGE RM 1                        9.964 METERS 00510     |
 LJ0523| CN8037 CAMBRIDGE RM 2                       12.588 METERS 11037     |
 LJ0523| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 4.2 KM 2572831.5 |
 LJ0523|---------------------------------------------------------------------|
 LJ0523
 LJ0523                          SUPERSEDED SURVEY CONTROL
 LJ0523
 LJ0523  NAD 83(1986)-  40 17 33.83513(N)    100 08 18.11857(W) AD(       ) 3
 LJ0523  NAD 27      -  40 17 33.80752(N)    100 08 16.62220(W) AD(       ) 3
 LJ0523
 LJ0523.Superseded values are not recommended for survey control.
 LJ0523
 LJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0523.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0523
 LJ0523_MARKER: DS = TRIANGULATION STATION DISK
 LJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0523_STAMPING: CAMBRIDGE 1951
 LJ0523_MARK LOGO: CGS
 LJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0523+STABILITY: SURFACE MOTION
 LJ0523
 LJ0523  HISTORY     - Date     Condition        Report By
 LJ0523  HISTORY     - 1951     MONUMENTED       CGS
 LJ0523  HISTORY     - 1968     GOOD             CGS
 LJ0523
 LJ0523                          STATION DESCRIPTION
 LJ0523
 LJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0523'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CAMBRIDGE,
 LJ0523'17 FEET EAST OF THE CENTER OF A TRACK ROAD, 13 FEET NORTH OF
 LJ0523'A FENCE CORNER, 3.5 FEET NORTHWEST OF A WITNESS POST AND 2
 LJ0523'FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES
 LJ0523'AND IS STAMPED CAMBRIDGE 1951.
 LJ0523'
 LJ0523'REFERENCE MARK NO. 1 IS 19 FEET EAST OF THE CENTER OF A TRACK
 LJ0523'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 LJ0523'3 INCHES AND IS STAMPED CAMBRIDGE NO 1 1951.
 LJ0523'
 LJ0523'REFERENCE MARK NO. 2 IS 36 FEET EAST OF A FENCE CORNER AND
 LJ0523'6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3
 LJ0523'INCHES AND IS STAMPED CAMBRIDGE NO 2 1951.
 LJ0523'
 LJ0523'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 59.1 FEET.
 LJ0523'
 LJ0523'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A TRACK ROAD,
 LJ0523'5 FEET SOUTH OF THE SOUTH END OF A WIRE GATE AND 1 FOOT
 LJ0523'NORTHWEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 LJ0523'CAMBRIDGE 1951.
 LJ0523'
 LJ0523'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE GO
 LJ0523'SOUTH FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34, TURN LEFT
 LJ0523'AND GO EAST ON U.S. HIGHWAYS 6 AND 34 FOR 1.5 MILES TO A T
 LJ0523'ROAD JUNCTION LEFT, TURN LEFT AND FOLLOW TRACK ROAD UP HILL
 LJ0523'FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0523'
 LJ0523'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON TRACK
 LJ0523'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0523
 LJ0523                          STATION RECOVERY (1968)
 LJ0523
 LJ0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0523'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LJ0523'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LJ0523'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 LJ0523'RECOVERY.
 LJ0523'
 LJ0523'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LJ0523'
 LJ0523'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LJ0523'
 LJ0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LJ0523'NORTHEAST OF CAMBRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0421 ***********************************************************************
 LJ0421  DESIGNATION -  CAMBRIDGE MUNICIPAL STANDPIPE
 LJ0421  PID         -  LJ0421
 LJ0421  STATE/COUNTY-  NE/FURNAS
 LJ0421  COUNTRY     -  US
 LJ0421  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0421
 LJ0421                         *CURRENT SURVEY CONTROL
 LJ0421  ______________________________________________________________________
 LJ0421* NAD 83(1995) POSITION- 40 17 10.14934(N) 100 10 36.44886(W)   ADJUSTED
 LJ0421  ______________________________________________________________________
 LJ0421  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 LJ0421  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 LJ0421  HORZ ORDER      -  THIRD
 LJ0421
 LJ0421.The horizontal coordinates were established by classical geodetic methods
 LJ0421.and adjusted by the National Geodetic Survey in August 1997.
 LJ0421
 LJ0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0421.GEOID18 height accuracy estimate available here.
 LJ0421
 LJ0421.Click photographs - Photos may exist for this station.
 LJ0421
 LJ0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0421
 LJ0421. The following values were computed from the NAD 83(1995) position.
 LJ0421
 LJ0421;                    North         East     Units Scale Factor Converg.
 LJ0421;SPC NE       -    50,293.307   484,968.082   MT  0.99988288   -0 07 01.8
 LJ0421;SPC NE       -   165,003.96  1,591,099.45   sFT  0.99988288   -0 07 01.8
 LJ0421;UTM  14      - 4,460,182.430   399,968.835   MT  0.99972317   -0 45 39.5
 LJ0421
 LJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9996860182(NAD 83)
 LJ0421
 LJ0421                          SUPERSEDED SURVEY CONTROL
 LJ0421
 LJ0421  NAD 83(1986)-  40 17 10.15397(N)    100 10 36.45269(W) AD(       ) 3
 LJ0421  NAD 27      -  40 17 10.15900(N)    100 10 34.96500(W) AD(       ) 3
 LJ0421
 LJ0421.Superseded values are not recommended for survey control.
 LJ0421
 LJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0421.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0421
 LJ0421_MARKER: 52 = STANDPIPE TANK
 LJ0421
 LJ0421  HISTORY     - Date     Condition        Report By
 LJ0421  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0421  HISTORY     - 1951     GOOD             CGS
 LJ0421
 LJ0421                          STATION DESCRIPTION
 LJ0421
 LJ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0421'CENTER OF SILVER STANDPIPE WAS THE POINT SIGHTED UPON.  THE
 LJ0421'STANDPIPE IS APPROXIMATELY 90 FEET HIGH, IN THE WESTERN PART
 LJ0421'OF TOWN AND OWNED BY THE CITY OF CAMBRIDGE.
 LJ0421'
 LJ0421'STATION OBSERVED UPON FROM TRIANGULATION STATION SINK, KELLY, AND
 LJ0421'LOGAN.
 LJ0421
 LJ0421                          STATION RECOVERY (1951)
 LJ0421
 LJ0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0421'THE STATION IS LOCATED ON A HILL AT THE WEST-CENTRAL EDGE OF
 LJ0421'CAMBRIDGE.  IT IS A CYLINDRICAL STEEL STRUCTURE 12.0 FEET IN
 LJ0421'DIAMETER AND HAS A FLAT ROOF WITH A RAILING AT THE TOP.  IT
 LJ0421'HAS AN OVER-ALL HEIGHT OF 90.0 FEET.
 LJ0421'
 LJ0421'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0422 ***********************************************************************
 LJ0422  DESIGNATION -  CAMBRIDGE REA RADIO MAST
 LJ0422  PID         -  LJ0422
 LJ0422  STATE/COUNTY-  NE/FURNAS
 LJ0422  COUNTRY     -  US
 LJ0422  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0422
 LJ0422                         *CURRENT SURVEY CONTROL
 LJ0422  ______________________________________________________________________
 LJ0422* NAD 83(1995) POSITION- 40 17 04.28688(N) 100 11 11.55689(W)   ADJUSTED
 LJ0422  ______________________________________________________________________
 LJ0422  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 LJ0422  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 LJ0422  HORZ ORDER      -  THIRD
 LJ0422
 LJ0422.The horizontal coordinates were established by classical geodetic methods
 LJ0422.and adjusted by the National Geodetic Survey in August 1997.
 LJ0422
 LJ0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0422.GEOID18 height accuracy estimate available here.
 LJ0422
 LJ0422.Click photographs - Photos may exist for this station.
 LJ0422
 LJ0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0422
 LJ0422. The following values were computed from the NAD 83(1995) position.
 LJ0422
 LJ0422;                    North         East     Units Scale Factor Converg.
 LJ0422;SPC NE       -    50,114.246   484,138.497   MT  0.99988348   -0 07 25.0
 LJ0422;SPC NE       -   164,416.49  1,588,377.72   sFT  0.99988348   -0 07 25.0
 LJ0422;UTM  14      - 4,460,012.728   399,137.422   MT  0.99972523   -0 46 02.2
 LJ0422
 LJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9913760012(NAD 83)
 LJ0422
 LJ0422                          SUPERSEDED SURVEY CONTROL
 LJ0422
 LJ0422  NAD 83(1986)-  40 17 04.29165(N)    100 11 11.56067(W) AD(       ) 3
 LJ0422  NAD 27      -  40 17 04.26621(N)    100 11 10.06036(W) AD(       ) 3
 LJ0422
 LJ0422.Superseded values are not recommended for survey control.
 LJ0422
 LJ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0422.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0422
 LJ0422_MARKER: 42 = RADIO/TV MAST
 LJ0422
 LJ0422  HISTORY     - Date     Condition        Report By
 LJ0422  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0422
 LJ0422                          STATION DESCRIPTION
 LJ0422
 LJ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0422'THE STATION IS LOCATED ON TOP OF A HIGH HILL ABOUT 0.5 MILE
 LJ0422'WEST OF CAMBRIDGE AND JUST WEST OF THE CAMBRIDGE CEMETERY.
 LJ0422'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS
 LJ0422'PAINTED ALTERNATELY RED AND WHITE AND HAS A RED FLASHING LIGHT
 LJ0422'AT THE TOP OF THE MAST.  IT HAS AN OVER-ALL HEIGHT OF 300.0
 LJ0422'FEET.
 LJ0422'
 LJ0422'THE POINT OBSERVED UPON WAS THE RED FLASHER AT THE TOP OF THE
 LJ0422'TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0419 ***********************************************************************
 LJ0419  DESIGNATION -  CAMBRIDGE ST JOHNS CH SPIRE
 LJ0419  PID         -  LJ0419
 LJ0419  STATE/COUNTY-  NE/FURNAS
 LJ0419  COUNTRY     -  US
 LJ0419  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0419
 LJ0419                         *CURRENT SURVEY CONTROL
 LJ0419  ______________________________________________________________________
 LJ0419* NAD 83(1995) POSITION- 40 16 59.33933(N) 100 10 21.63068(W)   ADJUSTED
 LJ0419  ______________________________________________________________________
 LJ0419  GEOID HEIGHT    -        -24.309 (meters)                     GEOID18
 LJ0419  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LJ0419  HORZ ORDER      -  THIRD
 LJ0419
 LJ0419.The horizontal coordinates were established by classical geodetic methods
 LJ0419.and adjusted by the National Geodetic Survey in August 1997.
 LJ0419
 LJ0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0419.GEOID18 height accuracy estimate available here.
 LJ0419
 LJ0419.Click photographs - Photos may exist for this station.
 LJ0419
 LJ0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0419
 LJ0419. The following values were computed from the NAD 83(1995) position.
 LJ0419
 LJ0419;                    North         East     Units Scale Factor Converg.
 LJ0419;SPC NE       -    49,959.210   485,317.398   MT  0.99988399   -0 06 52.0
 LJ0419;SPC NE       -   163,907.84  1,592,245.50   sFT  0.99988399   -0 06 52.0
 LJ0419;UTM  14      - 4,459,844.484   400,314.319   MT  0.99972232   -0 45 29.8
 LJ0419
 LJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0031459844(NAD 83)
 LJ0419
 LJ0419                          SUPERSEDED SURVEY CONTROL
 LJ0419
 LJ0419  NAD 83(1986)-  40 16 59.34082(N)    100 10 21.63439(W) AD(       ) 3
 LJ0419  NAD 27      -  40 16 59.25000(N)    100 10 20.14000(W) AD(       ) 3
 LJ0419
 LJ0419.Superseded values are not recommended for survey control.
 LJ0419
 LJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0419.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0419
 LJ0419_MARKER: 90 = CHURCH SPIRE
 LJ0419
 LJ0419  HISTORY     - Date     Condition        Report By
 LJ0419  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0419
 LJ0419                          STATION DESCRIPTION
 LJ0419
 LJ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0419'POINT OBSERVED UPON WAS TIP OF SPIRE OF ST. JOHN THE BAPTIST
 LJ0419'CHURCH.  IT IS A BRICK BUILDING CONSTRUCTED IN 1898.
 LJ0419'
 LJ0419'STATION OBSERVED UPON FROM TRIANGULATION STATIONS SINK, KELLY,
 LJ0419'AND LOGAN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1220 ***********************************************************************
 MJ1220  DESIGNATION -  CAMENZIND
 MJ1220  PID         -  MJ1220
 MJ1220  STATE/COUNTY-  NE/SARPY
 MJ1220  COUNTRY     -  US
 MJ1220  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1220
 MJ1220                         *CURRENT SURVEY CONTROL
 MJ1220  ______________________________________________________________________
 MJ1220* NAD 83(1995) POSITION- 41 07 08.79083(N) 095 59 56.78024(W)   ADJUSTED
 MJ1220* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 MJ1220  ______________________________________________________________________
 MJ1220  GEOID HEIGHT    -        -27.009 (meters)                     GEOID18
 MJ1220  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 MJ1220  HORZ ORDER      -  FIRST
 MJ1220
 MJ1220.The horizontal coordinates were established by classical geodetic methods
 MJ1220.and adjusted by the National Geodetic Survey in August 1997.
 MJ1220
 MJ1220.The orthometric height was scaled from a topographic map.
 MJ1220
 MJ1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1220.GEOID18 height accuracy estimate available here.
 MJ1220
 MJ1220.Click photographs - Photos may exist for this station.
 MJ1220
 MJ1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1220
 MJ1220. The following values were computed from the NAD 83(1995) position.
 MJ1220
 MJ1220;                    North         East     Units Scale Factor Converg.
 MJ1220;SPC NE       -   150,525.013   835,782.307   MT  0.99968124   +2 39 05.0
 MJ1220;SPC NE       -   493,847.48  2,742,062.45   sFT  0.99968124   +2 39 05.0
 MJ1220;UTM  15      - 4,556,315.198   248,209.499   MT  1.00038035   -1 58 24.0
 MJ1220;UTM  14      - 4,556,320.374   751,940.695   MT  1.00038128   +1 58 28.2
 MJ1220
 MJ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1220!SPC NE       -   0.99994807  x   0.99968124  =   0.99962933
 MJ1220!UTM  15      -   0.99994807  x   1.00038035  =   1.00032840
 MJ1220!UTM  14      -   0.99994807  x   1.00038128  =   1.00032933
 MJ1220
 MJ1220:                Primary Azimuth Mark                     Grid Az
 MJ1220:SPC NE       -  CAMENZIND AZ MK                          264 07 36.9
 MJ1220:UTM  15      -  CAMENZIND AZ MK                          268 45 05.9
 MJ1220:UTM  14      -  CAMENZIND AZ MK                          264 48 13.7
 MJ1220
 MJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4820956315(NAD 83)
 MJ1220
 MJ1220|---------------------------------------------------------------------|
 MJ1220| PID    Reference Object                     Distance      Geod. Az  |
 MJ1220|                                                           dddmmss.s |
 MJ1220| MJ1237 OMAHA SUNKIST FLOUR CO TK FP        APPROX.13.2 KM 0165246.2 |
 MJ1220| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX.21.6 KM 0365258.9 |
 MJ1220| MJ1257 COUNCIL BLUFFS S MUNICIPAL TK       APPROX.20.7 KM 0421018.0 |
 MJ1220| CL7009 CAMENZIND RM 1                      119.680 METERS 14333     |
 MJ1220| CL7010 CAMENZIND RM 2                      100.596 METERS 19835     |
 MJ1220| CL7011 CAMENZIND RM 3                      104.980 METERS 20022     |
 MJ1220| MK1994 LOUISVILLE ASHEVILLE CEM STK        APPROX.18.1 KM 2262135.1 |
 MJ1220| CL7008 CAMENZIND AZ MK                                    2664641.9 |
 MJ1220|---------------------------------------------------------------------|
 MJ1220
 MJ1220                          SUPERSEDED SURVEY CONTROL
 MJ1220
 MJ1220  NAD 83(1986)-  41 07 08.79888(N)    095 59 56.77894(W) AD(       ) 1
 MJ1220  NAD 27      -  41 07 08.80200(N)    095 59 55.72200(W) AD(       ) 1
 MJ1220
 MJ1220.Superseded values are not recommended for survey control.
 MJ1220
 MJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1220.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1220
 MJ1220_MARKER: DS = TRIANGULATION STATION DISK
 MJ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1220_STAMPING: CAMENZIND 1934
 MJ1220_MARK LOGO: CGS
 MJ1220_PROJECTION: RECESSED 30 CENTIMETERS
 MJ1220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MJ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1220+STABILITY: SURFACE MOTION
 MJ1220
 MJ1220  HISTORY     - Date     Condition        Report By
 MJ1220  HISTORY     - 1934     MONUMENTED       CGS
 MJ1220  HISTORY     - 1946     SEE DESCRIPTION  LOCENG
 MJ1220  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MJ1220  HISTORY     - 1957     GOOD             CGS
 MJ1220  HISTORY     - 1975     GOOD             LOCSUR
 MJ1220  HISTORY     - 1975     GOOD             NEDR
 MJ1220  HISTORY     - 19960101 GOOD             NGS
 MJ1220
 MJ1220                          STATION DESCRIPTION
 MJ1220
 MJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1220'STATION IS LOCATED ABOUT 10 MILES SOUTH AND WEST OF OMAHA, 4
 MJ1220'MILES WEST OF FORT CROOK, IN THE SOUTHEAST QUARTER OF SEC. 6,
 MJ1220'T. 13 N., R. 13 E., ON LAND OWNED BY JOHN CAMENZIND, ON A RIDGE
 MJ1220'IN A CULTIVATED FIELD, 100 YARDS NORTH OF CENTERLINE OF AN
 MJ1220'EAST-AND-WEST ROAD, 120 YARDS NORTHEAST OF A GATE AND ABOUT 12
 MJ1220'INCHES BELOW THE SURFACE.
 MJ1220'
 MJ1220'TO REACH FROM OMAHA, GO SOUTH ON U.S. HIGHWAY 75 TO ITS JUNCTION
 MJ1220'WITH STATE HIGHWAY 31 AT FORT CROOK, HERE GO WEST ON HIGHWAY
 MJ1220'31 FOR 2.1 MILES, LEAVE HIGHWAY 31 AND CONTINUE 0.75 MILE, TURN
 MJ1220'SOUTH AND GO 0.25 MILE, THEN WEST 0.9 MILE TO STATION ON THE
 MJ1220'LEFT.
 MJ1220'
 MJ1220'REFERENCE MARK NO. 1 IS 392.73 FEET EAST OF SOUTHEAST
 MJ1220'OF STATION ON NORTH SIDE OF ROAD ALONG FENCE LINE.
 MJ1220'
 MJ1220'REFERENCE MARK NO. 2 IS SOUTH OF SOUTHWEST OF
 MJ1220'STATION, 330.04 FEET, ON NORTH SIDE OF HIGHWAY ALONG FENCE LINE.
 MJ1220'
 MJ1220'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES SOUTHWEST OF
 MJ1220'STATION, ON SOUTH SIDE OF ROAD ALONG FENCE LINE.
 MJ1220'
 MJ1220'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MJ1220
 MJ1220                          STATION RECOVERY (1946)
 MJ1220
 MJ1220'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (CFF)
 MJ1220'DUE TO SOME GRADING ON A NEW TRANSMITTER SITE 2 MILES SE OF
 MJ1220'PAPILLION, NEBR., THE CONCRETE MARKER STAMPED CAMENZIND NO 2
 MJ1220'1934 LOCATED IN THE FORMER FENCE LINE AT THE SOUTH EDGE OF OUR
 MJ1220'PROPERTY, WAS HIT AND MOVED.
 MJ1220'
 MJ1220'REFERENCE MARK NO. 2 WAS RETURNED TO THIS OFFICE 11/18/46.
 MJ1220
 MJ1220                          STATION RECOVERY (1947)
 MJ1220
 MJ1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1220'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  THE
 MJ1220'LAND IS NOW OWNED BY THE KFAB RADIO STATION OF OMAHA.  THE MARKS
 MJ1220'WERE FOUND TO BE IN GOOD CONDITION, EXCEPT R.M. NO. 2 WHICH HAS
 MJ1220'BEEN DESTROYED BY ROAD CONSTRUCTION.  DISTANCE TO R.M. NO. 1 WAS
 MJ1220'CHECKED, AND A DIFFERENCE WAS FOUND.  A COMPLETE NEW DESCRIPTION
 MJ1220'FOLLOWS.
 MJ1220'
 MJ1220'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OMAHA, 4 MILES
 MJ1220'WEST OF FORT CROOK, IN THE SOUTHEAST 1/4 OF SEC. 6, T 13 N,
 MJ1220'R 13 E.  IT IS 8 FEET NORTH OF A LINE OF SIGHT PASSING THROUGH
 MJ1220'THE CENTER OF THREE RADIO MASTS TO THE WEST OF THE STATION, 159
 MJ1220'PACES EAST OF A FENCE SURROUNDING THE BASE OF THE EASTERNMOST
 MJ1220'OF THREE RADIO MASTS, AND 100 YARDS NORTH OF THE CENTERLINE OF
 MJ1220'AN EAST AND WEST ROAD.  THE MARK IS SET 12 INCHES BELOW THE
 MJ1220'SURFACE OF THE GROUND, AND THE DISC IS STAMPED CAMENZIND 1934.
 MJ1220'
 MJ1220'R.M. NO. 1 IS 392.64 FEET SOUTHEAST OF THE STATION IN THE FENCE
 MJ1220'LINE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK IS
 MJ1220'SET FLUSH WITH THE GROUND AND THE DISC IS STAMPED CAMENZIND
 MJ1220'NO 1 1934.
 MJ1220'
 MJ1220'R.M. NO. 3 IS 344.43 FEET SOUTH-SOUTHWEST OF THE STATION, 2
 MJ1220'FEET NORTHEAST OF A TELEPHONE POLE, 29 FEET NORTH OF THE
 MJ1220'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 MJ1220'DISC IS STAMPED CAMENZIND NO 3 1947.
 MJ1220'
 MJ1220'THE AZIMUTH MARK IS APPROX. 1.5 MILE WEST OF THE STATION, 1 FOOT
 MJ1220'NORTH OF THE FENCELINE, 1 FOOT EAST OF A WITNESS POST, AND 31
 MJ1220'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 MJ1220'4 INCHES AND THE DISC IS STAMPED CAMENZIND 1934.
 MJ1220'
 MJ1220'TO REACH THE STATION FROM THE MAIN GATE OF FORT CROOK, GO SOUTH
 MJ1220'ON U.S. HIGHWAY 73 AND 75 FOR 0.55 MILE TO ITS JUNCTION WITH
 MJ1220'STATE HIGHWAY 31.  GO RIGHT, WEST, ON HIGHWAY 31 FOR 2.2 MILES.
 MJ1220'LEAVE HIGHWAY 31, AND CONTINUE STRAIGHT AHEAD FOR 0.85 MILE
 MJ1220'TO WHERE ROAD TURNS SOUTH, GO SOUTH AND WEST FOR 1.2 MILE TO THE
 MJ1220'STATION IN A FIELD ON THE RIGHT AS DESCRIBED.
 MJ1220'
 MJ1220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 MJ1220'ROAD FOR 1.5 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 MJ1220'
 MJ1220'A 4 FT. STAND AT CAMENZIND 1934 WILL SEE A 90 FT. TOWER AT HANSCOM
 MJ1220'1934, A 77 FT. TOWER AT BENSON 1934, A 77 FT. TOWER AT ELMWOOD,
 MJ1220'A 90 FT. TOWER AT ELKHORN N. BASE.  A 37 FT. TOWER AT CAMENZIND
 MJ1220'1934 WILL SEE A 77 FT. TOWER AT ELKHORN S. BASE.
 MJ1220
 MJ1220                          STATION RECOVERY (1957)
 MJ1220
 MJ1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GFM)
 MJ1220'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MJ1220
 MJ1220                          STATION RECOVERY (1975)
 MJ1220
 MJ1220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RDP)
 MJ1220'STATION RECOVERED BY HOSKINS, WESTERN, SONDEREGGER
 MJ1220'
 MJ1220'CAMENZIND - GOOD (FOUND LARGE SIGN SET OVER MARK AS TGT)
 MJ1220'
 MJ1220'CAMENZIND AZ MK - GOOD TELLER DISK. = 7790 X 91 HORIZ
 MJ1220'
 MJ1220'EAST OF 4 TOWERS NOW
 MJ1220
 MJ1220                          STATION RECOVERY (1975)
 MJ1220
 MJ1220'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MJ1220'STATION, AND REF 1 FOUND IN GOOD CONDITION AS DESCRIBED.
 MJ1220'
 MJ1220'NEAREST TOWN--PAPILLION.
 MJ1220
 MJ1220                          STATION RECOVERY (1996)
 MJ1220
 MJ1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JL)
 MJ1220'STATION CAMENZIND 1934 IS GOOD - NEW TIES COULD BE CREATED BY USING
 MJ1220'THE NEW RADIO TOWER WHICH IS LOCATED APPROXIMATELY 250 FT (76.2 M)
 MJ1220'FROM THE STATION.  REFERENCE MARK 1 - CAMENZIND NO 1 1934 IS GOOD -
 MJ1220'0.2 FT (6.1 CM) ABOVE GROUND.  REFERENCE MARK 3 - CAMENZIND NO 3 1947
 MJ1220'IS GOOD - 0.2 FT (6.1 CM) ABOVE GROUND.  AZIMUTH MARKER IS GOOD - 0.4
 MJ1220'FT (12.2 CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1251 ***********************************************************************
 LH1251  DESIGNATION -  CAMERON 2
 LH1251  PID         -  LH1251
 LH1251  STATE/COUNTY-  NE/HALL
 LH1251  COUNTRY     -  US
 LH1251  USGS QUAD   -  CAMERON (2017)
 LH1251
 LH1251                         *CURRENT SURVEY CONTROL
 LH1251  ______________________________________________________________________
 LH1251* NAD 83(1995) POSITION- 40 56 45.45852(N) 098 40 22.41465(W)   ADJUSTED
 LH1251* NAVD 88 ORTHO HEIGHT -   639.4   (meters)     2098.    (feet) VERTCON
 LH1251  ______________________________________________________________________
 LH1251  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 LH1251  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LH1251  HORZ ORDER      -  FIRST
 LH1251
 LH1251.The horizontal coordinates were established by classical geodetic methods
 LH1251.and adjusted by the National Geodetic Survey in August 1997.
 LH1251
 LH1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1251
 LH1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1251.GEOID18 height accuracy estimate available here.
 LH1251
 LH1251.Click photographs - Photos may exist for this station.
 LH1251
 LH1251.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1251
 LH1251. The following values were computed from the NAD 83(1995) position.
 LH1251
 LH1251;                    North         East     Units Scale Factor Converg.
 LH1251;SPC NE       -   124,388.833   611,710.302   MT  0.99970601   +0 52 46.1
 LH1251;SPC NE       -   408,099.03  2,006,919.55   sFT  0.99970601   +0 52 46.1
 LH1251;UTM  14      - 4,532,809.721   527,532.681   MT  0.99960933   +0 12 51.7
 LH1251
 LH1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1251!SPC NE       -   0.99990358  x   0.99970601  =   0.99960961
 LH1251!UTM  14      -   0.99990358  x   0.99960933  =   0.99951294
 LH1251
 LH1251:                Primary Azimuth Mark                     Grid Az
 LH1251:SPC NE       -  CAMERON 2 AZ MK                          101 22 40.5
 LH1251:UTM  14      -  CAMERON 2 AZ MK                          102 02 34.9
 LH1251
 LH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2753232809(NAD 83)
 LH1251
 LH1251|---------------------------------------------------------------------|
 LH1251| PID    Reference Object                     Distance      Geod. Az  |
 LH1251|                                                           dddmmss.s |
 LH1251| LH1133 GRAND IS PRESB CHURCH SPIRE         APPROX.27.8 KM 0930738.9 |
 LH1251| LH1136 GRAND ISLAND STANDPIPE              APPROX.27.9 KM 0940148.0 |
 LH1251| CN8038 CAMERON 2 AZ MK                                    1021526.6 |
 LH1251| CN8040 CAMERON 2 RM 2                       20.440 METERS 11738     |
 LH1251| LH1146 DONIPHAN CHIMNEY                    APPROX.31.8 KM 1260244.3 |
 LH1251| LH1241 WOOD RIVER CHURCH SPIRE             APPROX.14.8 KM 1574312.8 |
 LH1251| LH1248 SHELTON PRESBYTERIAN CH SPIRE       APPROX.19.5 KM 1952338.2 |
 LH1251| LH1246 SHELTON ELEVATOR                    APPROX.19.1 KM 1953100.9 |
 LH1251| LH1249 MEISNERS HOUSE CUPOLA               APPROX.17.5 KM 1985637.9 |
 LH1251| LH1250 T11N R12W SEC 4 S CENTER            185.901 METERS 26358     |
 LH1251| CN8039 CAMERON 2 RM 1                       27.786 METERS 35754     |
 LH1251|---------------------------------------------------------------------|
 LH1251
 LH1251                          SUPERSEDED SURVEY CONTROL
 LH1251
 LH1251  NAD 83(1986)-  40 56 45.46615(N)    098 40 22.41627(W) AD(       ) 1
 LH1251  NAD 27      -  40 56 45.41500(N)    098 40 21.15300(W) AD(       ) 1
 LH1251  NGVD 29 (07/19/86)  639.1    (m)         2097.     (f) VERT ANG       
 LH1251
 LH1251.Superseded values are not recommended for survey control.
 LH1251
 LH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1251.See file dsdata.pdf to determine how the superseded data were derived.
 LH1251
 LH1251_MARKER: DS = TRIANGULATION STATION DISK
 LH1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1251_STAMPING: CAMERON NO 2 1950
 LH1251_MARK LOGO: CGS
 LH1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1251+STABILITY: SURFACE MOTION
 LH1251
 LH1251  HISTORY     - Date     Condition        Report By
 LH1251  HISTORY     - 1899     MONUMENTED       CGS
 LH1251  HISTORY     - 1927     MARK NOT FOUND   CGS
 LH1251  HISTORY     - 1934     MARK NOT FOUND   NEGS
 LH1251  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LH1251
 LH1251                          STATION DESCRIPTION
 LH1251
 LH1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1251'THIS STATION IS NEAR THE SOUTH CENTER OF THE SW. 1/4 OF THE
 LH1251'SE. 1/4 SEC. 4, T. 11 N., R. 12 W., ABOUT 2 MILES NORTH AND
 LH1251'2 MILES WEST OF CAMERON, ON THE FARM OF MR. HARRY CHASE,
 LH1251'138.2 FEET EAST OF THE SOUTHEAST CORNER OF MR. CHASES HOUSE
 LH1251'AND 1 FOOT NORTH OF THE LINE OF THE SOUTH FACE OF THE HOUSE.
 LH1251'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE- TO THE
 LH1251'SOUTH CENTER OF SEC. 4, S 83 DEG 58 MIN W, 610 FEET, TO THE
 LH1251'SOUTHEAST CORNER OF MR. CHASES HOUSE, N 79 DEG 36 MIN W, 138.2
 LH1251'FEET, TO THE WELL AND WINDMILL, N 46 DEG 44 MIN W, 121.7 FEET, TO
 LH1251'THE SOUTHEAST CORNER OF THE STABLE, N 02 DEG 24 MIN W, TO A
 LH1251'FENCE TO THE EASTWARD, N 88 DEG 45 MIN E, 30.4 FEET, TO THE
 LH1251'SOUTHEAST CORNER OF SEC. 4, S 87 DEG 47 MIN E, TO THE WIRE
 LH1251'FENCE OF THE SOUTH SIDE OF THE ROAD, S 01 DEG 15 MIN E,
 LH1251'102.0 FEET.  SURFACE MARK IS A MARBLE POST 8 INCHES
 LH1251'SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS TOP FLUSH
 LH1251'WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES AT
 LH1251'RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1251'UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED ABOUT 3
 LH1251'FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A SMALL
 LH1251'DRILL HOLE IN THE BOTTOM.
 LH1251
 LH1251                          STATION RECOVERY (1927)
 LH1251
 LH1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 LH1251'THE SURFACE MARK FOR THIS STATION HAS DISAPPEARED AND A
 LH1251'THOROUGH SEARCH WAS NOT MADE FOR THE UNDERGROUND MARK.
 LH1251
 LH1251                          STATION RECOVERY (1934)
 LH1251
 LH1251'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1251'ON FARM NOW OWNED BY GEO. HULME.  THE MARBLE SURFACE MARKER
 LH1251'WAS NOT FOUND.  STATION WAS DESTROYED.  PIECES OF EARTHENWARE
 LH1251'CROCK WERE FOUND BELOW THE SURFACE OF THE GROUND AT DEPTHS
 LH1251'VARYING FROM 1 FOOT TO 3-1/2 FEET.  THREE OF THESE PIECES
 LH1251'FORMED A DRILL HOLE WHEN FITTED TOGETHER.  IT SEEMED AS THOUGH
 LH1251'THE CROCK HAD BEEN REMOVED, POSSIBLY AFTER BEING BROKEN,
 LH1251'THEN DROPPED BACK INTO HOLE.  MANY OF THE RIM PIECES WERE
 LH1251'RIGHT SIDE UP WHILE OTHERS WERE INVERTED.  THE STATION WAS
 LH1251'LOCATED BY CHAINING 610 FEET FROM THE SOUTH CENTER OF SECTION
 LH1251'4, AND 102 FEET FROM AN OLD WIRE FENCE LOCATED SOUTH OF THE
 LH1251'ROAD, AND BY CHECKING ON AZIMUTH TO THE SOUTH CENTER OF THE
 LH1251'SECTION AND THE SOUTHEAST CORNER OF AN OLD STABLE.  THE
 LH1251'OUTLINE OF THE OLD EXCAVATION COULD BE DETERMINED DUE TO
 LH1251'LOOSE SOIL AND FOREIGN MATTER MIXED IN IT.  IN THE
 LH1251'CENTER OF THIS EXCAVATION, WHICH WAS APPROXIMATELY 18 INCHES
 LH1251'IN DIAMETER, AN IRON PIPE 1 INCH BY 12 INCHES WAS SET WITH
 LH1251'THE TOP 2.6 FEET BELOW NATURAL GROUND SURFACE.  A PIECE OF
 LH1251'LATH IN THE TOP OF THIS PIPE EXTENDS TO WITHIN 1 FOOT
 LH1251'OF THE SURFACE.  ADDITIONAL TIES ARE- SOUTH TO CENTER OF
 LH1251'THE ROAD, (33 FEET FROM EITHER FENCE), 64 FEET, TO FENCE
 LH1251'NORTH OF ROAD, 31 FEET, TO FENCE CORNER, SOUTHWEST 31.6
 LH1251'FEET, TO FENCE TO WESTWARD 5.5 FEET, TO FIRST TELEPHONE
 LH1251'POLE SOUTHWEST, 53.6 FEET, TO FIRST TELEPHONE POLE
 LH1251'SOUTHEAST, 135.4 FEET.  CONDITION OF THE OLD TIES- THE HOUSE
 LH1251'HAS BEEN MOVED, THE CELLAR HOLE IS PARTLY FILLED, NO FOUNDATION
 LH1251'SIGNS REMAIN, THE OLD DUG WELL HAS BEEN FILLED, THE WINDMILL
 LH1251'REMOVED, AND THE OLD WIRE FENCE ON THE SOUTH SIDE OF THE ROAD
 LH1251'HAS BEEN MOVED NORTH 3 OR 4 FEET.  JUDGING FROM EXCAVATION
 LH1251'IN WHICH BROKEN CROCK WAS FOUND, THE 1 INCH BY 12 INCH PIPE
 LH1251'IS WITHIN 0.3 FEET OF THE ORIGINAL LOCATION.
 LH1251
 LH1251                          STATION RECOVERY (1950)
 LH1251
 LH1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1251'STATION IS LOCATED ABOUT 9 MILES NORTH NORTHWEST OF WOOD RIVER
 LH1251'NEAR THE SITE OF AN ABANDONED FARM IN A CULTIVATED FIELD.
 LH1251'STATION IS 64 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD,
 LH1251'31 FEET NORTH OF GATE AND 5 FEET EAST OF FENCE.  THE MARK IS
 LH1251'ABOUT 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 LH1251'CAMERON NO 2 1950.  STATION MARK WAS SET AT THE LOCATION OF AN
 LH1251'IRON PIPE WHICH WAS PLACED AT THE APPROXIMATE LOCATION OF THE
 LH1251'ORIGINAL STATION BY THE NEBRASKA GEODETIC SURVEY IN 1934.
 LH1251'
 LH1251'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF FENCE CORNER AND 1 FOOT
 LH1251'EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LH1251'IS STAMPED CAMERON 2 NO 1 1950.
 LH1251'
 LH1251'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE APPROXIMATE
 LH1251'CENTERLINE OF ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK
 LH1251'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAMERON
 LH1251'2 NO 2 1950.
 LH1251'
 LH1251'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 LH1251'OF ROAD, 5 FEET NORTH OF POWER POLE, 3 FEET NORTH OF WITNESS
 LH1251'POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LH1251'THE DISK IS STAMPED CAMERON 2 1950.
 LH1251'
 LH1251'TO REACH FROM THE RAILROAD DEPOT IN WOOD RIVER GO SOUTHWEST
 LH1251'ON U.S. HIGHWAY 30 FOR 0.3 MILE TO CROSSROADS WHICH IS JUNCTION
 LH1251'OF STATE ROAD 60.  TURN RIGHT AND GO NORTH ON STATE ROAD 60
 LH1251'FOR 8.8 MILES TO CROSSROADS.  TURN LEFT AND GO WEST FOR 3.0
 LH1251'MILES TO CROSSROADS.  AZIMUTH MARK IS 0.05 MILE SOUTH OF
 LH1251'CROSSROADS ON WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST
 LH1251'FOR 0.4 MILE TO STATION ON RIGHT OR NORTH SIDE OF ROAD AS
 LH1251'DESCRIBED.
 LH1251'
 LH1251'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1177 ***********************************************************************
 LH1177  DESIGNATION -  CAMPBELL
 LH1177  PID         -  LH1177
 LH1177  STATE/COUNTY-  NE/NUCKOLLS
 LH1177  COUNTRY     -  US
 LH1177  USGS QUAD   -  GUIDE ROCK (2017)
 LH1177
 LH1177                         *CURRENT SURVEY CONTROL
 LH1177  ______________________________________________________________________
 LH1177* NAD 83(1995) POSITION- 40 05 21.77408(N) 098 15 38.41610(W)   ADJUSTED
 LH1177* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 LH1177  ______________________________________________________________________
 LH1177  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 LH1177  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 LH1177  HORZ ORDER      -  SECOND
 LH1177
 LH1177.The horizontal coordinates were established by classical geodetic methods
 LH1177.and adjusted by the National Geodetic Survey in August 1997.
 LH1177
 LH1177.The orthometric height was scaled from a topographic map.
 LH1177
 LH1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1177.GEOID18 height accuracy estimate available here.
 LH1177
 LH1177.Click photographs - Photos may exist for this station.
 LH1177
 LH1177.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1177
 LH1177. The following values were computed from the NAD 83(1995) position.
 LH1177
 LH1177;                    North         East     Units Scale Factor Converg.
 LH1177;SPC NE       -    29,922.518   648,318.342   MT  0.99996080   +1 09 09.5
 LH1177;SPC NE       -    98,170.79  2,127,024.43   sFT  0.99996080   +1 09 09.5
 LH1177;UTM  14      - 4,437,939.666   563,026.831   MT  0.99964890   +0 28 34.1
 LH1177
 LH1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1177!SPC NE       -   0.99992045  x   0.99996080  =   0.99988125
 LH1177!UTM  14      -   0.99992045  x   0.99964890  =   0.99956938
 LH1177
 LH1177:                Primary Azimuth Mark                     Grid Az
 LH1177:SPC NE       -  CAMPBELL AZ MK                           269 58 01.6
 LH1177:UTM  14      -  CAMPBELL AZ MK                           270 38 37.0
 LH1177
 LH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6302637939(NAD 83)
 LH1177
 LH1177|---------------------------------------------------------------------|
 LH1177| PID    Reference Object                     Distance      Geod. Az  |
 LH1177|                                                           dddmmss.s |
 LH1177| CN8042 CAMPBELL RM 1                         9.120 METERS 08907     |
 LH1177| CN8043 CAMPBELL RM 2                         8.622 METERS 26901     |
 LH1177| CN8041 CAMPBELL AZ MK                                     2710711.1 |
 LH1177| LH1178 CAMPBELL 2                           29.182 METERS 35615     |
 LH1177|---------------------------------------------------------------------|
 LH1177
 LH1177                          SUPERSEDED SURVEY CONTROL
 LH1177
 LH1177  NAD 83(1986)-  40 05 21.77866(N)    098 15 38.41532(W) AD(       ) 2
 LH1177  NAD 27      -  40 05 21.73600(N)    098 15 37.24600(W) AD(       ) 2
 LH1177
 LH1177.Superseded values are not recommended for survey control.
 LH1177
 LH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1177.See file dsdata.pdf to determine how the superseded data were derived.
 LH1177
 LH1177_MARKER: DS = TRIANGULATION STATION DISK
 LH1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1177
 LH1177  HISTORY     - Date     Condition        Report By
 LH1177  HISTORY     - 1947     MONUMENTED       CGS
 LH1177  HISTORY     - 1957     GOOD             CGS
 LH1177
 LH1177                          STATION DESCRIPTION
 LH1177
 LH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1177'THE STATION IS LOCATED ABOUT 11.5 MILES WEST-NORTHWEST OF SUPERIOR,
 LH1177'4.0 MILES EAST-NORTHEAST OF GUIDE ROCK, 3.7 MILES EAST OF THE
 LH1177'JUNCTION OF STATE ROUTES NO 3 AND 78 AND 0.7 MILE EAST OF THE
 LH1177'WEBSTER COUNTY LINE, ON THE SOUTH-RIGHT-OF-WAY OF STATE ROUTE NO
 LH1177'3.  IT IS 35 FEET SOUTH OF THE CENTER OF STATE ROUTE NO 3 AND 1
 LH1177'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED CAMPBELL
 LH1177'1947 AND PROJECTS 4 INCHES.
 LH1177'
 LH1177'REFERENCE MARK NO 1 IS EAST OF THE STATION, 35 FEET SOUTH OF THE
 LH1177'CENTER OF STATE ROUTE NO 3 AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.
 LH1177'IT IS STAMPED CAMPBELL NO 1 1947 AND PROJECTS 6 INCHES.
 LH1177'
 LH1177'REFERENCE MARK NO 2 IS WEST OF THE STATION, 35 FEET SOUTH OF THE
 LH1177'CENTER OF STATE ROUTE NO 3, 2 FEET EAST OF WITNESS POST, 1 FOOT
 LH1177'EAST OF TELEPHONE POLE AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.
 LH1177'IT IS STAMPED CAMPBELL NO 2 1947 AND PROJECTS 6 INCHES.
 LH1177'
 LH1177'THE AZIMUTH MARK IS ABOUT 0.45 MILE WEST-NORTH-WEST OF THE STATION,
 LH1177'35 FEET NORTH OF THE CENTER OF STATE ROUTE NO 3, 2 FEET EAST OF
 LH1177'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 LH1177'STAMPED CAMPBELL 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LH1177'STATION, GO WEST ON STATE ROUTE NO 3 FOR 0.45 MILE TO THE STATION
 LH1177'ON THE NORTH SIDE AS DESCRIBED.
 LH1177'
 LH1177'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NOS 14 AND
 LH1177'3S IN THE SOUTHEAST EDGE OF SUPERIOR, GO NORTH ON STATE ROUTE NO
 LH1177'14 FOR 5.0 MILES TO THE JUNCTION WITH STATE ROUTE NO 3, TURN LEFT
 LH1177'AND GO WEST ON STATE ROUTE NO 3 FOR 10.2 MILES TO THE STATION ON
 LH1177'THE SOUTH SIDE AS DESCRIBED.
 LH1177'
 LH1177'A 74 FOOT SIGNAL AT STATION BANGERT IS V.G
 LH1177'
 LH1177'A 74 FOOT SIGNAL AT STATION SUPERIOR IS V.G
 LH1177'
 LH1177'A 4 FOOT SIGNAL AT STATION BROWN IS V.G
 LH1177'
 LH1177'A 74 FOOT SIGNAL AT STATION DARWIN IS V.G
 LH1177
 LH1177                          STATION RECOVERY (1957)
 LH1177
 LH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LH1177'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LH1177'CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY ALL THE MARKS.
 LH1177'THEY WERE MOVED.  A NEW STATION, CAMPBELL 2 WAS ESTABLISHED.  FOR
 LH1177'DETAILS, SEE THE DESCRIPTION OF CAMPBELL 2 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1178 ***********************************************************************
 LH1178  DESIGNATION -  CAMPBELL 2
 LH1178  PID         -  LH1178
 LH1178  STATE/COUNTY-  NE/NUCKOLLS
 LH1178  COUNTRY     -  US
 LH1178  USGS QUAD   -  GUIDE ROCK (2017)
 LH1178
 LH1178                         *CURRENT SURVEY CONTROL
 LH1178  ______________________________________________________________________
 LH1178* NAD 83(1995) POSITION- 40 05 22.71819(N) 098 15 38.49669(W)   NO CHECK
 LH1178* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 LH1178  ______________________________________________________________________
 LH1178  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 LH1178  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 LH1178  HORZ ORDER      -  THIRD
 LH1178
 LH1178.The horizontal coordinates were established by classical geodetic methods
 LH1178.and adjusted by the National Geodetic Survey in August 1997.
 LH1178
 LH1178.No horizontal observational check was made to the station.
 LH1178
 LH1178.The orthometric height was scaled from a topographic map.
 LH1178
 LH1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1178.GEOID18 height accuracy estimate available here.
 LH1178
 LH1178.Click photographs - Photos may exist for this station.
 LH1178
 LH1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1178
 LH1178. The following values were computed from the NAD 83(1995) position.
 LH1178
 LH1178;                    North         East     Units Scale Factor Converg.
 LH1178;SPC NE       -    29,951.592   648,315.848   MT  0.99996069   +1 09 09.5
 LH1178;SPC NE       -    98,266.18  2,127,016.24   sFT  0.99996069   +1 09 09.5
 LH1178;UTM  14      - 4,437,968.758   563,024.680   MT  0.99964890   +0 28 34.0
 LH1178
 LH1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1178!SPC NE       -   0.99992045  x   0.99996069  =   0.99988114
 LH1178!UTM  14      -   0.99992045  x   0.99964890  =   0.99956938
 LH1178
 LH1178:                Primary Azimuth Mark                     Grid Az
 LH1178:SPC NE       -  CAMPBELL 2 AZ MK                         265 52 52.1
 LH1178:UTM  14      -  CAMPBELL 2 AZ MK                         266 33 27.6
 LH1178
 LH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6302437968(NAD 83)
 LH1178
 LH1178|---------------------------------------------------------------------|
 LH1178| PID    Reference Object                     Distance      Geod. Az  |
 LH1178|                                                           dddmmss.s |
 LH1178| CN8048 CAMPBELL 2 RM 3                      14.155 METERS 08927     |
 LH1178| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX.15.3 KM 1184552.2 |
 LH1178| LH1177 CAMPBELL                             29.182 METERS 17615     |
 LH1178| CN8047 CAMPBELL 2 AZ MK                                   2670201.6 |
 LH1178| CN8041 CAMPBELL AZ MK                                     2685821.2 |
 LH1178| CN8049 CAMPBELL 2 RM 4                      15.478 METERS 27034     |
 LH1178|---------------------------------------------------------------------|
 LH1178
 LH1178                          SUPERSEDED SURVEY CONTROL
 LH1178
 LH1178  NAD 83(1986)-  40 05 22.72276(N)    098 15 38.49591(W) AD(       ) 3
 LH1178  NAD 27      -  40 05 22.68000(N)    098 15 37.32700(W) AD(       ) 3
 LH1178
 LH1178.Superseded values are not recommended for survey control.
 LH1178
 LH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1178.See file dsdata.pdf to determine how the superseded data were derived.
 LH1178
 LH1178_MARKER: DS = TRIANGULATION STATION DISK
 LH1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1178
 LH1178  HISTORY     - Date     Condition        Report By
 LH1178  HISTORY     - 1957     MONUMENTED       CGS
 LH1178
 LH1178                          STATION DESCRIPTION
 LH1178
 LH1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LH1178'STATION IS LOCATED ABOUT 11 AND 1/2 MILES WEST-NORTHWEST OF
 LH1178'SUPERIOR AND 4 MILES EAST-NORTHEAST OF GUIDE ROCK, 0.7 MILE EAST OF
 LH1178'THE WEBSTER COUNTY LINE, ABOUT 100 YARDS EAST OF A GATE INTO A
 LH1178'PASTURE, 64 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3, 2 FEET
 LH1178'WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LH1178'PROJECTS 4 INCHES AND THE DISK IS STAMPED CAMPBELL 2 1957.
 LH1178'
 LH1178'REFERENCE MARK NO. 3 IS 64 FEET NORTH OF THE CENTER OF STATE
 LH1178'HIGHWAY 3 AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 LH1178'AND THE DISK IS STAMPED CAMPBELL NO 3 1957.
 LH1178'
 LH1178'REFERENCE MARK NO. 4 IS 64 FEET NORTH OF THE CENTER OF STATE
 LH1178'HIGHWAY 3 AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 LH1178'AND THE DISK IS STAMPED CAMPBELL NO 4 1957.
 LH1178'
 LH1178'THE AZIMUTH MARK IS 64 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LH1178'3, 4 FEET EAST OF THE 2ND TELEPHONE POLE WEST OF WIRE GATE, AND 1
 LH1178'FOOT NORTH OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LH1178'STAMPED CAMPBELL 1957.
 LH1178'
 LH1178'TO REACH THE STATION FROM GUIDE ROCK, GO NORTH ON STATE HIGHWAY 78
 LH1178'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 3.  TURN RIGHT AND GO
 LH1178'EAST ON STATE HIGHWAY 3 FOR 3.2 MILES TO THE AZIMUTH MARK ON THE
 LH1178'RIGHT AS DESCRIBED.  CONTINUE EAST ON STATE HIGHWAY 3 FOR 0.5 MILE
 LH1178'TO THE STATION ON THE LEFT.
 LH1178'
 LH1178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1203 ***********************************************************************
 LH1203  DESIGNATION -  CAMPBELL MUNICIPAL STANDPIPE
 LH1203  PID         -  LH1203
 LH1203  STATE/COUNTY-  NE/FRANKLIN
 LH1203  COUNTRY     -  US
 LH1203  USGS QUAD   -  CAMPBELL (2017)
 LH1203
 LH1203                         *CURRENT SURVEY CONTROL
 LH1203  ______________________________________________________________________
 LH1203* NAD 83(1995) POSITION- 40 17 45.21279(N) 098 43 51.64415(W)   ADJUSTED
 LH1203  ______________________________________________________________________
 LH1203  GEOID HEIGHT    -        -25.616 (meters)                     GEOID18
 LH1203  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 LH1203  HORZ ORDER      -  THIRD
 LH1203
 LH1203.The horizontal coordinates were established by classical geodetic methods
 LH1203.and adjusted by the National Geodetic Survey in August 1997.
 LH1203
 LH1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1203.GEOID18 height accuracy estimate available here.
 LH1203
 LH1203.Click photographs - Photos may exist for this station.
 LH1203
 LH1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1203
 LH1203. The following values were computed from the NAD 83(1995) position.
 LH1203
 LH1203;                    North         East     Units Scale Factor Converg.
 LH1203;SPC NE       -    52,151.021   607,877.685   MT  0.99987933   +0 50 27.4
 LH1203;SPC NE       -   171,098.81  1,994,345.37   sFT  0.99987933   +0 50 27.4
 LH1203;UTM  14      - 4,460,633.933   522,861.314   MT  0.99960643   +0 10 26.3
 LH1203
 LH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2286160633(NAD 83)
 LH1203
 LH1203                          SUPERSEDED SURVEY CONTROL
 LH1203
 LH1203  NAD 83(1986)-  40 17 45.21851(N)    098 43 51.64371(W) AD(       ) 3
 LH1203  NAD 27      -  40 17 45.16300(N)    098 43 50.38400(W) AD(       ) 3
 LH1203
 LH1203.Superseded values are not recommended for survey control.
 LH1203
 LH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1203.See file dsdata.pdf to determine how the superseded data were derived.
 LH1203
 LH1203_MARKER: 52 = STANDPIPE TANK
 LH1203
 LH1203  HISTORY     - Date     Condition        Report By
 LH1203  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1203  HISTORY     - 1980     GOOD             NGS
 LH1203
 LH1203                          STATION DESCRIPTION
 LH1203
 LH1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1203'THE STATION IS LOCATED NEAR THE CENTER OF THE CITY PARK AND
 LH1203'NEAR THE EAST EDGE OF CAMPBELL.  IT IS A CYLINDRIAL STEEL
 LH1203'STRUCTURE WITH A CONICAL SHAPED ROOF AND A BALL AT THE APEX.
 LH1203'IT IS 10 FEET IN DIAMETER AND ABOUT 90 FEET HIGH.  THE TANK
 LH1203'IS SILVER IN COLOR AND HAS THE BLACK LETTERING CAMPBELL ON
 LH1203'THE NORTH AND SOUTH SIDES.
 LH1203'
 LH1203'THE BALL AT THE APEX WAS OBSERVED.
 LH1203
 LH1203                          STATION RECOVERY (1980)
 LH1203
 LH1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1203'THE STATION, CAMPBELL MUNICIPAL STANDPIPE, WAS RECOVERED AS
 LH1203'PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1201 ***********************************************************************
 LH1201  DESIGNATION -  CAMPBELL SCHOOLHOUSE CUPOLA
 LH1201  PID         -  LH1201
 LH1201  STATE/COUNTY-  NE/FRANKLIN
 LH1201  COUNTRY     -  US
 LH1201  USGS QUAD   -  CAMPBELL (2017)
 LH1201
 LH1201                         *CURRENT SURVEY CONTROL
 LH1201  ______________________________________________________________________
 LH1201* NAD 83(1995) POSITION- 40 17 47.23293(N) 098 44 00.80938(W)   ADJUSTED
 LH1201  ______________________________________________________________________
 LH1201  GEOID HEIGHT    -        -25.614 (meters)                     GEOID18
 LH1201  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 LH1201  HORZ ORDER      -  THIRD
 LH1201
 LH1201.The horizontal coordinates were established by classical geodetic methods
 LH1201.and adjusted by the National Geodetic Survey in August 1997.
 LH1201
 LH1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1201.GEOID18 height accuracy estimate available here.
 LH1201
 LH1201.Click photographs - Photos may exist for this station.
 LH1201
 LH1201.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1201
 LH1201. The following values were computed from the NAD 83(1995) position.
 LH1201
 LH1201;                    North         East     Units Scale Factor Converg.
 LH1201;SPC NE       -    52,210.144   607,660.359   MT  0.99987912   +0 50 21.4
 LH1201;SPC NE       -   171,292.78  1,993,632.36   sFT  0.99987912   +0 50 21.4
 LH1201;UTM  14      - 4,460,695.565   522,644.750   MT  0.99960631   +0 10 20.4
 LH1201
 LH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2264460695(NAD 83)
 LH1201
 LH1201                          SUPERSEDED SURVEY CONTROL
 LH1201
 LH1201  NAD 83(1986)-  40 17 47.23867(N)    098 44 00.80887(W) AD(       ) 3
 LH1201  NAD 27      -  40 17 47.20000(N)    098 43 59.55000(W) AD(       ) 3
 LH1201  USSD        -  40 17 47.23000(N)    098 43 59.54000(W) AD(       ) 3
 LH1201
 LH1201.Superseded values are not recommended for survey control.
 LH1201
 LH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1201.See file dsdata.pdf to determine how the superseded data were derived.
 LH1201
 LH1201_MARKER: 86 = CUPOLA
 LH1201
 LH1201  HISTORY     - Date     Condition        Report By
 LH1201  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1201  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1201
 LH1201                          STATION DESCRIPTION
 LH1201
 LH1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1201'THE OLD SCHOOL BUILDING AT CAMPBELL WAS REMOVED AND CONVERTED
 LH1201'INTO OTHER USES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1204 ***********************************************************************
 LH1204  DESIGNATION -  CAMPBELL SMOKESTACK
 LH1204  PID         -  LH1204
 LH1204  STATE/COUNTY-  NE/FRANKLIN
 LH1204  COUNTRY     -  US
 LH1204  USGS QUAD   -  CAMPBELL (2017)
 LH1204
 LH1204                         *CURRENT SURVEY CONTROL
 LH1204  ______________________________________________________________________
 LH1204* NAD 83(1995) POSITION- 40 18 03.01954(N) 098 43 46.07814(W)   ADJUSTED
 LH1204  ______________________________________________________________________
 LH1204  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 LH1204  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 LH1204  HORZ ORDER      -  THIRD
 LH1204
 LH1204.The horizontal coordinates were established by classical geodetic methods
 LH1204.and adjusted by the National Geodetic Survey in August 1997.
 LH1204
 LH1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1204.GEOID18 height accuracy estimate available here.
 LH1204
 LH1204.Click photographs - Photos may exist for this station.
 LH1204
 LH1204.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1204
 LH1204. The following values were computed from the NAD 83(1995) position.
 LH1204
 LH1204;                    North         East     Units Scale Factor Converg.
 LH1204;SPC NE       -    52,702.067   608,001.042   MT  0.99987753   +0 50 31.1
 LH1204;SPC NE       -   172,906.70  1,994,750.09   sFT  0.99987753   +0 50 31.1
 LH1204;UTM  14      - 4,461,183.356   522,991.042   MT  0.99960651   +0 10 29.9
 LH1204
 LH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2299161183(NAD 83)
 LH1204
 LH1204                          SUPERSEDED SURVEY CONTROL
 LH1204
 LH1204  NAD 83(1986)-  40 18 03.02530(N)    098 43 46.07762(W) AD(       ) 3
 LH1204  NAD 27      -  40 18 02.97000(N)    098 43 44.82000(W) AD(       ) 3
 LH1204  USSD        -  40 18 03.02000(N)    098 43 44.81000(W) AD(       ) 3
 LH1204
 LH1204.Superseded values are not recommended for survey control.
 LH1204
 LH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1204.See file dsdata.pdf to determine how the superseded data were derived.
 LH1204
 LH1204_MARKER: 63 = STACK
 LH1204
 LH1204  HISTORY     - Date     Condition        Report By
 LH1204  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1204  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1204
 LH1204                          STATION DESCRIPTION
 LH1204
 LH1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1204'INFORMATION ELICITED FROM RESIDENTS OF CAMPBELL INDICATES
 LH1204'THAT THERE WAS A STACK IN CONNECTION WITH THE OLD FLOUR MILL.
 LH1204'IT HAS LONG SINCE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0201 ***********************************************************************
 NM0201  DESIGNATION -  CAP
 NM0201  PID         -  NM0201
 NM0201  STATE/COUNTY-  NE/DAKOTA
 NM0201  COUNTRY     -  US
 NM0201  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0201
 NM0201                         *CURRENT SURVEY CONTROL
 NM0201  ______________________________________________________________________
 NM0201* NAD 83(1986) POSITION- 42 24 58.6    (N) 096 25 07.8    (W)   HD_HELD2
 NM0201* NAVD 88 ORTHO HEIGHT -   334.536 (meters)     1097.56  (feet) ADJUSTED
 NM0201  ______________________________________________________________________
 NM0201  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 NM0201  DYNAMIC HEIGHT  -        334.430 (meters)     1097.21  (feet) COMP
 NM0201  MODELED GRAVITY -    980,294.4   (mgal)                       NAVD 88
 NM0201
 NM0201  VERT ORDER      -  FIRST     CLASS II
 NM0201
 NM0201.The horizontal coordinates were established by autonomous hand held GPS
 NM0201.observations and have an estimated accuracy of +/- 10 meters.
 NM0201
 NM0201.The orthometric height was determined by differential leveling and
 NM0201.adjusted by the NATIONAL GEODETIC SURVEY
 NM0201.in June 1991.
 NM0201
 NM0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0201.GEOID18 height accuracy estimate available here.
 NM0201
 NM0201.Click photographs - Photos may exist for this station.
 NM0201
 NM0201.The dynamic height is computed by dividing the NAVD 88
 NM0201.geopotential number by the normal gravity value computed on the
 NM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0201.degrees latitude (g = 980.6199 gals.).
 NM0201
 NM0201.The modeled gravity was interpolated from observed gravity values.
 NM0201
 NM0201;                    North         East    Units  Estimated Accuracy
 NM0201;SPC NE       -   292,887.      794,613.      MT  (+/- 10 meters HH2 GPS)
 NM0201
 NM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1237399224(NAD 83)
 NM0201
 NM0201                          SUPERSEDED SURVEY CONTROL
 NM0201
 NM0201  NGVD 29 (??/??/92)  334.379  (m)         1097.04   (f) ADJ UNCH    1 2
 NM0201
 NM0201.Superseded values are not recommended for survey control.
 NM0201
 NM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0201.See file dsdata.pdf to determine how the superseded data were derived.
 NM0201
 NM0201_MARKER: P = PIPE CAP
 NM0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0201_MARK LOGO: MORC
 NM0201_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0201+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM0201
 NM0201  HISTORY     - Date     Condition        Report By
 NM0201  HISTORY     - UNK      MONUMENTED       MORC
 NM0201  HISTORY     - 1947     GOOD             CGS
 NM0201  HISTORY     - 20050713 GOOD             GEOCAC
 NM0201
 NM0201                          STATION DESCRIPTION
 NM0201
 NM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0201'AT DAKOTA CITY.
 NM0201'AT DAKOTA CITY, AT THE NORTHEAST CORNER OF THE COURT HOUSE LAWN,
 NM0201'122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COURT HOUSE,
 NM0201'41.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH STREET, 40.5
 NM0201'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET, 1.5
 NM0201'FEET NORTHEAST OF A 24-INCH ELM TREE AND SET ON THE END OF AN
 NM0201'IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 NM0201
 NM0201                          STATION RECOVERY (2005)
 NM0201
 NM0201'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM0201'THE CAP IS LOCATED 41.0 FEET WEST OF THE CENTERLINE OF NORTH 16TH
 NM0201'STREET, 40.5 FEET SOUTH OF THE CENTERLINE OF MYRTLE STREET, AND ABOUT
 NM0201'THREE FEET WEST OF THE WEST EDGE OF A SIDEWALK.  IT PROJECTS ONE INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2159 ***********************************************************************
 MK2159  CBN         -  This is a Cooperative Base Network Control Station.
 MK2159  PACS        -  This is a Primary Airport Control Station.
 MK2159  DESIGNATION -  CARL MEL
 MK2159  PID         -  MK2159
 MK2159  STATE/COUNTY-  NE/BURT
 MK2159  COUNTRY     -  US
 MK2159  USGS QUAD   -  TEKAMAH (2017)
 MK2159
 MK2159                         *CURRENT SURVEY CONTROL
 MK2159  ______________________________________________________________________
 MK2159* NAD 83(2011) POSITION- 41 45 58.77129(N) 096 10 46.24382(W)   ADJUSTED
 MK2159* NAD 83(2011) ELLIP HT-   284.825 (meters)        (06/27/12)   ADJUSTED
 MK2159* NAD 83(2011) EPOCH   -  2010.00
 MK2159* NAVD 88 ORTHO HEIGHT -   312.19  (meters)     1024.2   (feet) GPS OBS
 MK2159  ______________________________________________________________________
 MK2159  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK2159  GEOID HEIGHT    -        -27.337 (meters)                     GEOID99
 MK2159  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 MK2159  NAD 83(2011) X  -   -512,873.367 (meters)                     COMP
 MK2159  NAD 83(2011) Y  - -4,736,854.703 (meters)                     COMP
 MK2159  NAD 83(2011) Z  -  4,226,470.258 (meters)                     COMP
 MK2159  LAPLACE CORR    -         -9.97  (seconds)                    DEFLEC18
 MK2159
 MK2159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2159  Standards:
 MK2159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2159  -------------------------------------------------------------------
 MK2159  NETWORK    0.41   0.98           0.19   0.13   0.50      0.01433683
 MK2159  -------------------------------------------------------------------
 MK2159  Click here for local accuracies and other accuracy information.
 MK2159
 MK2159.This mark is at Tekamah Municipal Airport (TQE)
 MK2159
 MK2159.The horizontal coordinates were established by GPS observations
 MK2159.and adjusted by the National Geodetic Survey in June 2012.
 MK2159
 MK2159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2159.been affixed to the stable North American tectonic plate. See 
 MK2159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2159
 MK2159.The horizontal coordinates are valid at the epoch date displayed above
 MK2159.which is a decimal equivalence of Year/Month/Day.
 MK2159
 MK2159.The orthometric height was determined by GPS observations and a
 MK2159.high-resolution geoid model.
 MK2159
 MK2159.GPS derived orthometric heights for airport stations designated as
 MK2159.PACS or SACS are published to 2 decimal places.  This maintains
 MK2159.centimeter relative accuracy between the PACS and SACS.  It does
 MK2159.not indicate centimeter accuracy relative to other marks which are
 MK2159.part of the published vertical control network.
 MK2159
 MK2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2159.GEOID18 height accuracy estimate available here.
 MK2159
 MK2159.Click photographs - Photos may exist for this station.
 MK2159
 MK2159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2159
 MK2159.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2159
 MK2159.The ellipsoidal height was determined by GPS observations
 MK2159.and is referenced to NAD 83.
 MK2159
 MK2159. The following values were computed from the NAD 83(2011) position.
 MK2159
 MK2159;                    North         East     Units Scale Factor Converg.
 MK2159;SPC NE       -   221,627.385   817,477.200   MT  0.99966890   +2 31 54.6
 MK2159;SPC NE       -   727,122.51  2,682,006.45   sFT  0.99966890   +2 31 54.6
 MK2159;UTM  14      - 4,627,677.542   734,449.563   MT  1.00027645   +1 52 46.4
 MK2159
 MK2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2159!SPC NE       -   0.99995533  x   0.99966890  =   0.99962424
 MK2159!UTM  14      -   0.99995533  x   1.00027645  =   1.00023177
 MK2159
 MK2159:                Primary Azimuth Mark                     Grid Az
 MK2159:SPC NE       -  CARL MEL AZ MK                           150 43 35.5
 MK2159:UTM  14      -  CARL MEL AZ MK                           151 22 43.7
 MK2159
 MK2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3444927677(NAD 83)
 MK2159
 MK2159|---------------------------------------------------------------------|
 MK2159| PID    Reference Object                     Distance      Geod. Az  |
 MK2159|                                                           dddmmss.s |
 MK2159| MK2162 CARL MEL AZ MK                      APPROX. 0.6 KM 1531530.1 |
 MK2159|---------------------------------------------------------------------|
 MK2159
 MK2159                          SUPERSEDED SURVEY CONTROL
 MK2159
 MK2159  NAD 83(2007)-  41 45 58.77127(N)    096 10 46.24456(W) AD(2002.00) 0
 MK2159  ELLIP H (02/10/07)  284.850  (m)                       GP(2002.00)    
 MK2159  ELLIP H (07/10/01)  284.804  (m)                       GP(       ) 4 1
 MK2159  NAD 83(1995)-  41 45 58.77125(N)    096 10 46.24424(W) AD(       ) B
 MK2159  ELLIP H (06/25/96)  284.904  (m)                       GP(       ) 1 1
 MK2159  NAD 83(1986)-  41 45 58.77611(N)    096 10 46.24687(W) AD(       ) 1
 MK2159  NAVD 88 (06/25/96)  312.33   (m)  GEOID93  model used  GPS OBS        
 MK2159  NGVD 29 (02/23/90)  312.14   (m)  RAPSU86  model used  GPS OBS        
 MK2159
 MK2159.Superseded values are not recommended for survey control.
 MK2159
 MK2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2159.See file dsdata.pdf to determine how the superseded data were derived.
 MK2159
 MK2159_MARKER: I = METAL ROD
 MK2159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2159_STAMPING: CARL MEL 1989
 MK2159_MARK LOGO: NGS
 MK2159_PROJECTION: FLUSH
 MK2159_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2159+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 MK2159_ROD/PIPE-DEPTH: 21.3 meters
 MK2159_SLEEVE-DEPTH  : 0.95 meters
 MK2159
 MK2159  HISTORY     - Date     Condition        Report By
 MK2159  HISTORY     - 1989     MONUMENTED       NGS
 MK2159  HISTORY     - 19890615 GOOD             NGS
 MK2159  HISTORY     - 19890809 GOOD             NGS
 MK2159  HISTORY     - 19950602 GOOD             NGS
 MK2159  HISTORY     - 19970113 GOOD             NGS
 MK2159  HISTORY     - 19970703 GOOD             NGS
 MK2159  HISTORY     - 20000605 GOOD             NEDR
 MK2159  HISTORY     - 20170315 GOOD             NEGS
 MK2159
 MK2159                          STATION DESCRIPTION
 MK2159
 MK2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2159'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF TEKAMAH,
 MK2159'3.5 KM (2.15 MI) EAST OF US HIGHWAY 75, AT THE TEKAMAH MUNICIPAL
 MK2159'AIRPORT, IN A GRASSY AREA AT THE JUNCTION OF A PAVED
 MK2159'NORTHEAST-SOUTHWEST TAXIWAY AND RUNWAY 14-32.  OWNERSHIP--TEKAMAH
 MK2159'AIRPORT AUTHORITY, POST OFFICE BOX 34, TEKAMAH, NE 68061.  AIRPORT
 MK2159'MANAGER IS CARL SCHRODER, TELEPHONE 402-374-1775 OR 402-374-2505.
 MK2159'PERMISSION TO PASS THROUGH A LOCKED GATE IS REQUIRED.
 MK2159'TO REACH THE STATION FROM THE BURT COUNTY COURTHOUSE AT THE JUNCTION
 MK2159'OF US HIGHWAY 75 AND M STREET IN TEKAMAH, GO SOUTH ALONG US HIGHWAY 75
 MK2159'AND 13TH STREET FOR 0.85 KM (0.55 MI) TO F SRTEET ON THE LEFT, TURN
 MK2159'LEFT AND GO EAST ALONG F STREET FOR 3.6 KM (2.25 MI) TO THE AIRPORT
 MK2159'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG A GRAVEL ROAD
 MK2159'FOR 0.4 KM (0.25 MI) TO AN AIRPORT BEACON ON THE LEFT AND A LOCKED
 MK2159'GATE.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.16 KM
 MK2159'(0.10 MI) TO THE JUNCTION OF THE TAXIWAY AND RUNWAY 14-32 AND THE
 MK2159'STATION ON THE LEFT.
 MK2159'THE STATION IS 20.8 M (68.2 FT) EAST-NORTHEAST OF THE RUNWAY
 MK2159'CENTERLINE, 15.0 M (49.2 FT) SOUTH-SOUTHEAST OF THE TAXIWAY
 MK2159'CENTERLINE, 6.3 M (20.7 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 MK2159'CURVE AT THE EDGE OF THE CONCRETE RUNWAY AND 6.3 M (20.7 FT) NORTHEAST
 MK2159'OF A CONCRETE VDUCT.
 MK2159'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2159'DESCRIBED BY R.D.BALL
 MK2159
 MK2159                          STATION RECOVERY (1989)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2159'THE STATION IS LOCATED AT THE TEKAMAH MUNI AIRPORT SOUTHWEST OF THE
 MK2159'RAMP.  IT IS 68.2 FT (20.8 M) NORTHEAST OF THE CENTERLINE OF THE
 MK2159'RUNWAY, 49.2 FT (15.0 M) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY AND
 MK2159'20.7 FT (6.3 M) EASTERLY OF THE INSIDE OF THE CURVE OF THE PAVING
 MK2159'BETWEEN THE RUNWAY AND TAXIWAY.  THE STATION IS A STAINLESS STEEL ROD
 MK2159'SET WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS
 MK2159'STAMPED CARL MEL 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 MK2159'HORIZONTAL (NOT VERTICAL) STABILITY.
 MK2159
 MK2159                          STATION RECOVERY (1989)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2159'RECOVERED IN GOOD CONDITION.
 MK2159
 MK2159                          STATION RECOVERY (1995)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2159'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH OF BLAIR, 2.15 MI
 MK2159'(3.46 KM) SOUTHEAST OF TEKAMAH, AT THE TEKAMAH MUNICIPAL AIRPORT.
 MK2159'OWNERSHIP--TEKAMAH AIRPORT AUTHORITY, PO BOX 34, TEKAMAH NE 68061.
 MK2159'AIRPORT MANAGER IS CARL SCHRODER, PHONE (402) 374-1755.  PERMISSION TO
 MK2159'PASS THROUGH LOCKED GATE MAY BE REQUIRED.  TO REACH THE STATION FROM
 MK2159'THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 32 WEST IN TEKAMAH,
 MK2159'GO SOUTH ON U.S. HIGHWAY 75 FOR 0.45 MI (0.72 KM) TO A PAVED ROAD
 MK2159'LEFT, TURN LEFT AND GO EAST ON F STREET (PAVED THEN GRAVEL) FOR 2.25
 MK2159'MI (3.62 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE
 MK2159'AIRPORT ENTRANCE ROAD FOR 0.25 MI (0.40 KM) TO A BEACON ON THE LEFT
 MK2159'AND A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO
 MK2159'SOUTHWEST ON THE APRON, THEN CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO
 MK2159'THE RUNWAY JUST AHEAD AND THE STATION ON THE LEFT.  THE STATION IS
 MK2159'68.6 FT (20.9 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 49.4 FT (15.1 M)
 MK2159'SOUTH-SOUTHEAST OF THE TAXIWAY CENTER, 26.6 FT (8.1 M) NORTH OF THE
 MK2159'MOST EASTERLY OF A PAIR OF TAXIWAY LIGHTS, 21.0 FT (6.4 M) SOUTHEAST
 MK2159'OF THE APEX OF THE CURVED PAVEMENT EDGE, 20.7 FT (6.3 M) NORTHEAST OF
 MK2159'A CONCRETE DUCT AND 11.1 FT (3.4 M) SOUTH OF A TAXIWAY LIGHT.
 MK2159'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MK2159'AIRPORT CONTROL STATION.
 MK2159
 MK2159                          STATION RECOVERY (1997)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 MK2159'RECOVERED AS DESCRIBED.
 MK2159
 MK2159                          STATION RECOVERY (1997)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2159'RECOVERED AS DESCRIBED.
 MK2159
 MK2159                          STATION RECOVERY (2000)
 MK2159
 MK2159'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2159'RECOVERED AS DESCRIBED.
 MK2159
 MK2159                          STATION RECOVERY (2017)
 MK2159
 MK2159'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (TR)
 MK2159'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2162 ***********************************************************************
 MK2162  SACS        -  This is a Secondary Airport Control Station.
 MK2162  DESIGNATION -  CARL MEL AZ MK
 MK2162  PID         -  MK2162
 MK2162  STATE/COUNTY-  NE/BURT
 MK2162  COUNTRY     -  US
 MK2162  USGS QUAD   -  TEKAMAH (2017)
 MK2162
 MK2162                         *CURRENT SURVEY CONTROL
 MK2162  ______________________________________________________________________
 MK2162* NAD 83(2011) POSITION- 41 45 41.74109(N) 096 10 34.78328(W)   ADJUSTED
 MK2162* NAD 83(2011) ELLIP HT-   284.433 (meters)        (06/27/12)   ADJUSTED
 MK2162* NAD 83(2011) EPOCH   -  2010.00
 MK2162* NAVD 88 ORTHO HEIGHT -   311.96  (meters)     1023.5   (feet) GPS OBS
 MK2162  ______________________________________________________________________
 MK2162  NAVD 88 orthometric height was determined with an earlier geoid model
 MK2162  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 MK2162  NAD 83(2011) X  -   -512,647.798 (meters)                     COMP
 MK2162  NAD 83(2011) Y  - -4,737,230.851 (meters)                     COMP
 MK2162  NAD 83(2011) Z  -  4,226,078.069 (meters)                     COMP
 MK2162  LAPLACE CORR    -         -9.89  (seconds)                    DEFLEC18
 MK2162
 MK2162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2162  Standards:
 MK2162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2162  -------------------------------------------------------------------
 MK2162  NETWORK    0.45   1.00           0.21   0.15   0.51     -0.01500527
 MK2162  -------------------------------------------------------------------
 MK2162  Click here for local accuracies and other accuracy information.
 MK2162
 MK2162.This mark is at Tekamah Municipal Airport (TQE)
 MK2162
 MK2162.The horizontal coordinates were established by GPS observations
 MK2162.and adjusted by the National Geodetic Survey in June 2012.
 MK2162
 MK2162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2162.been affixed to the stable North American tectonic plate. See 
 MK2162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2162
 MK2162.The horizontal coordinates are valid at the epoch date displayed above
 MK2162.which is a decimal equivalence of Year/Month/Day.
 MK2162
 MK2162.The orthometric height was determined by GPS observations and a
 MK2162.high-resolution geoid model.
 MK2162
 MK2162.GPS derived orthometric heights for airport stations designated as
 MK2162.PACS or SACS are published to 2 decimal places.  This maintains
 MK2162.centimeter relative accuracy between the PACS and SACS.  It does
 MK2162.not indicate centimeter accuracy relative to other marks which are
 MK2162.part of the published vertical control network.
 MK2162
 MK2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2162.GEOID18 height accuracy estimate available here.
 MK2162
 MK2162.Click photographs - Photos may exist for this station.
 MK2162
 MK2162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2162
 MK2162.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2162
 MK2162.The ellipsoidal height was determined by GPS observations
 MK2162.and is referenced to NAD 83.
 MK2162
 MK2162. The following values were computed from the NAD 83(2011) position.
 MK2162
 MK2162;                    North         East     Units Scale Factor Converg.
 MK2162;SPC NE       -   221,114.344   817,764.792   MT  0.99966853   +2 32 02.2
 MK2162;SPC NE       -   725,439.31  2,682,949.99   sFT  0.99966853   +2 32 02.2
 MK2162;UTM  14      - 4,627,160.947   734,731.467   MT  1.00027808   +1 52 53.5
 MK2162
 MK2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2162!SPC NE       -   0.99995539  x   0.99966853  =   0.99962393
 MK2162!UTM  14      -   0.99995539  x   1.00027808  =   1.00023346
 MK2162
 MK2162:                Primary Azimuth Mark                     Grid Az
 MK2162:SPC NE       -  CARL MEL                                 330 43 35.6
 MK2162:UTM  14      -  CARL MEL                                 331 22 44.3
 MK2162
 MK2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3473127160(NAD 83)
 MK2162
 MK2162|---------------------------------------------------------------------|
 MK2162| PID    Reference Object                     Distance      Geod. Az  |
 MK2162|                                                           dddmmss.s |
 MK2162| MK2159 CARL MEL                            APPROX. 0.6 KM 3331537.8 |
 MK2162|---------------------------------------------------------------------|
 MK2162
 MK2162                          SUPERSEDED SURVEY CONTROL
 MK2162
 MK2162  NAD 83(2007)-  41 45 41.74107(N)    096 10 34.78402(W) AD(2002.00) 0
 MK2162  ELLIP H (02/10/07)  284.459  (m)                       GP(2002.00)    
 MK2162  ELLIP H (12/10/01)  284.412  (m)                       GP(       ) 4 1
 MK2162  NAD 83(1995)-  41 45 41.74105(N)    096 10 34.78370(W) AD(       ) 1
 MK2162  ELLIP H (09/22/97)  284.512  (m)                       GP(       ) 4 1
 MK2162  NAD 83(1995)-  41 45 41.74126(N)    096 10 34.78349(W) AD(       ) 3
 MK2162  ELLIP H (08/18/97)  284.621  (m)                       GP(       ) 4 1
 MK2162  NAD 83(1986)-  41 45 41.74621(N)    096 10 34.78594(W) AD(       ) 3
 MK2162  NGVD 29 (02/23/90)  311.86   (m)  RAPSU86  model used  GPS OBS        
 MK2162
 MK2162.Superseded values are not recommended for survey control.
 MK2162
 MK2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2162.See file dsdata.pdf to determine how the superseded data were derived.
 MK2162
 MK2162_MARKER: I = METAL ROD
 MK2162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2162_STAMPING: CARL MEL AZ MK 1989
 MK2162_MARK LOGO: NGS
 MK2162_PROJECTION: FLUSH
 MK2162_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2162+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1997
 MK2162_ROD/PIPE-DEPTH: 7.86 meters
 MK2162_SLEEVE-DEPTH  : 0.95 meters
 MK2162
 MK2162  HISTORY     - Date     Condition        Report By
 MK2162  HISTORY     - 1989     MONUMENTED       NGS
 MK2162  HISTORY     - 19890615 GOOD             NGS
 MK2162  HISTORY     - 19950602 GOOD             NGS
 MK2162  HISTORY     - 19970703 GOOD             NGS
 MK2162
 MK2162                          STATION DESCRIPTION
 MK2162
 MK2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2162'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF TEKAMAH,
 MK2162'3.5 KM (2.15 MI) EAST OF US HIGHWAY 75, AT THE TEKAMAH MUNICIPAL
 MK2162'AIRPORT, IN A GRASSY AREA AT THE JUNCTION OF A MIDFIELD TURN-AROUND
 MK2162'AND RUNWAY 14-32.  OWNERSHIP--TEKAMAH AIRPORT AUTHORITY, P. O. BOX 34,
 MK2162'TEKAMAH, NE 68061.  AIRPORT MANAGER IS CARL SCHRODER, TELEPHONE
 MK2162'402-374-1775 OR 2505.  PERMISSION IS REQUIRED TO PASS THROUGH A LOCKED
 MK2162'GATE.
 MK2162'TO REACH THE STATION FROM THE BURT COUNTY COURTHOUSE AT THE JUNCTION
 MK2162'OF US HIGHWAY 75 AND M STREET IN TEKAMAH, GO SOUTH ALONG US HIGHWAY 75
 MK2162'AND 13TH STREET FOR 0.85 KM (0.55 MI) TO F SRTEET ON THE LEFT, TURN
 MK2162'LEFT AND GO EAST ALONG F STREET FOR 3.6 KM (2.25 MI) TO THE AIRPORT
 MK2162'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG A GRAVEL ROAD
 MK2162'FOR 0.4 KM (0.25 MI) TO AN AIRPORT BEACON ON THE LEFT AND A LOCKED
 MK2162'GATE.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.16 KM
 MK2162'(0.10 MI) TO THE JUNCTION OF THE TAXIWAY AND RUNWAY 14-32.  TURN LEFT
 MK2162'AND GO SOUTHERLY ALONG THE RUNWAY FOR 0.65 KM (0.40 MI) TO THE STATION
 MK2162'ON THE LEFT ON THE SOUTHEAST SIDE OF THE TURN-AROUND ABOUT PARALLEL
 MK2162'WITH THE HOLDING BARS.
 MK2162'THE STATION IS 23.8 M (78.1 FT) EAST-NORTHEAST OF THE RUNWAY
 MK2162'CENTERLINE, 14.0 M (45.9 FT) NORTH-NORTHEAST OF THE APPOXIMATE CENTER
 MK2162'OF THE TURN-AROUND, 10.5 M (34.4 FT) WEST-NORTHWEST OF THE NORTH
 MK2162'CORNER OF THE TURN-AROUND.
 MK2162'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2162'DESCRIBED BY R.D.BALL
 MK2162
 MK2162                          STATION RECOVERY (1989)
 MK2162
 MK2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2162'THE STATION IS LOCATED AT THE TEKAMAH MUNI AIRPORT NEAR A RUNUP AREA
 MK2162'2/3 OF THE WAY DOWN THE RUNWAY TOWARDS THE 32 END FROM THE RAMP.  IT
 MK2162'IS 78.1 FT (23.8 M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 46 FT
 MK2162'(14.0 M) NORTHWEST OF THE CENTERLINE OF THE RUNUP AREA AND 34.4 FT
 MK2162'(10.5 M) WEST-NORTHWEST OF THE NORTHERLY CORNER OF THE RUNUP AREA. THE
 MK2162'STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS
 MK2162'COVER.  THE RIM OF THE COVER IS STAMPED CARL MEL AZ MK 1989.  NOTE,
 MK2162'1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MK2162
 MK2162                          STATION RECOVERY (1995)
 MK2162
 MK2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2162'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH OF BLAIR, 2.15 MI
 MK2162'(3.46 KM) SOUTHEAST OF TEXAMAH, AT THE TEXAMAH MUNICIPAL AIRPORT AND
 MK2162'AT A MIDFIELD TURNAROUND.  OWNERSHIP--TEXAMAH AIRPORT AUTHORITY, PO
 MK2162'BOX 34, TEXAMAH NE 68061.  AIRPORT MANAGER IS CARL SCHRODER, PHONE
 MK2162'(402) 374-1755.  PERMISSION TO PASS THROUGH LOCKED GATE MAY BE
 MK2162'REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 MK2162'AND STATE HIGHWAY 32 WEST IN TEXAMAH, GO SOUTH ON U.S. HIGHWAY 75 FOR
 MK2162'0.45 MI (0.72 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO EAST ON F
 MK2162'STREET (PAVED THEN GRAVEL) FOR 2.25 MI (3.62 KM) TO A GRAVEL ROAD
 MK2162'RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.25
 MK2162'MI (0.40 KM) TO A BEACON ON THE LEFT AND A GATE ON THE RIGHT, TURN
 MK2162'RIGHT, PASS THROUGH GATE AND GO SOUTHWEST ON THE APRON, THEN CONNECTOR
 MK2162'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO
 MK2162'SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO A TURNAROUND AND
 MK2162'THE STATION ON LEFT, ABOUT IN LINE WITH THE PAINTED HOLD BAR.  THE
 MK2162'STATION IS 77.6 FT (23.7 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 45.9
 MK2162'FT (14.0 M) NORTH-NORTHEAST OF THE TURNAROUND CENTER AND 34.2 FT (10.4
 MK2162'M) WEST-NORTHWEST OF THE NORTH CORNER OF THE TURNAROUND.  THIS STATION
 MK2162'TO BE USED AS SACS.
 MK2162
 MK2162                          STATION RECOVERY (1997)
 MK2162
 MK2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2162'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0857 ***********************************************************************
 LG0857  DESIGNATION -  CARLETON
 LG0857  PID         -  LG0857
 LG0857  STATE/COUNTY-  NE/THAYER
 LG0857  COUNTRY     -  US
 LG0857  USGS QUAD   -  CARLETON (2017)
 LG0857
 LG0857                         *CURRENT SURVEY CONTROL
 LG0857  ______________________________________________________________________
 LG0857* NAD 83(1995) POSITION- 40 16 41.70485(N) 097 40 13.18345(W)   ADJUSTED
 LG0857* NAVD 88 ORTHO HEIGHT -   490.    (meters)     1608.    (feet) SCALED
 LG0857  ______________________________________________________________________
 LG0857  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 LG0857  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LG0857  HORZ ORDER      -  THIRD
 LG0857
 LG0857.The horizontal coordinates were established by classical geodetic methods
 LG0857.and adjusted by the National Geodetic Survey in August 1997.
 LG0857
 LG0857.The orthometric height was scaled from a topographic map.
 LG0857
 LG0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0857.GEOID18 height accuracy estimate available here.
 LG0857
 LG0857.Click photographs - Photos may exist for this station.
 LG0857
 LG0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0857
 LG0857. The following values were computed from the NAD 83(1995) position.
 LG0857
 LG0857;                    North         East     Units Scale Factor Converg.
 LG0857;SPC NE       -    52,069.575   698,083.175   MT  0.99988579   +1 32 37.9
 LG0857;SPC NE       -   170,831.60  2,290,294.55   sFT  0.99988579   +1 32 37.9
 LG0857;UTM  14      - 4,459,489.217   613,039.992   MT  0.99975729   +0 51 35.0
 LG0857
 LG0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0857!SPC NE       -   0.99992730  x   0.99988579  =   0.99981310
 LG0857!UTM  14      -   0.99992730  x   0.99975729  =   0.99968461
 LG0857
 LG0857:                Primary Azimuth Mark                     Grid Az
 LG0857:SPC NE       -  CARLETON AZ MK                           269 01 25.5
 LG0857:UTM  14      -  CARLETON AZ MK                           269 42 28.4
 LG0857
 LG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1303959489(NAD 83)
 LG0857
 LG0857|---------------------------------------------------------------------|
 LG0857| PID    Reference Object                     Distance      Geod. Az  |
 LG0857|                                                           dddmmss.s |
 LG0857| CN8056 CARLETON RM 1                        23.270 METERS 00021     |
 LG0857| CN8057 CARLETON RM 2                        25.040 METERS 23148     |
 LG0857| CN8055 CARLETON AZ MK                                     2703403.4 |
 LG0857| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.12.8 KM 2875342.2 |
 LG0857| LG0855 CARLETON MUNICIPAL TANK             APPROX. 3.0 KM 3502400.3 |
 LG0857| LG0856 CARLETON ZION LUTH CH STEEPLE       APPROX. 3.0 KM 3521919.5 |
 LG0857|---------------------------------------------------------------------|
 LG0857
 LG0857                          SUPERSEDED SURVEY CONTROL
 LG0857
 LG0857  NAD 83(1986)-  40 16 41.71179(N)    097 40 13.18392(W) AD(       ) 3
 LG0857  NAD 27      -  40 16 41.67400(N)    097 40 12.04500(W) AD(       ) 3
 LG0857
 LG0857.Superseded values are not recommended for survey control.
 LG0857
 LG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0857.See file dsdata.pdf to determine how the superseded data were derived.
 LG0857
 LG0857_MARKER: DS = TRIANGULATION STATION DISK
 LG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0857_STAMPING: CARLETON 1950
 LG0857_MARK LOGO: CGS
 LG0857_PROJECTION: RECESSED 30 CENTIMETERS
 LG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0857+STABILITY: SURFACE MOTION
 LG0857
 LG0857  HISTORY     - Date     Condition        Report By
 LG0857  HISTORY     - 1950     MONUMENTED       CGS
 LG0857
 LG0857                          STATION DESCRIPTION
 LG0857
 LG0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0857'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH SOUTHEAST OF CARLETON
 LG0857'ON ROAD RIGHT OF WAY IN TRIANGLE FORMED BY CROSSROADS.  STATION
 LG0857'IS 48 FEET NORTHEAST OF THE APPROXIMATE CENTER OF ROAD JUNCTION.
 LG0857'THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE AND THE DISK IS
 LG0857'STAMPED CARLETON 1950.
 LG0857'
 LG0857'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE APPROXIMATE
 LG0857'CENTERLINE OF ROAD, 11 FEET SOUTH OF TELEPHONE POLE AND 1 FOOT
 LG0857'WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0857'IS STAMPED CARLETON NO 1 1950.
 LG0857'
 LG0857'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF THE APPROXIMATE
 LG0857'CENTER OF ROAD JUNCTION AND 2 FEET NORTHEAST OF FENCE CORNER.
 LG0857'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CARLETON
 LG0857'NO 2 1950.
 LG0857'
 LG0857'AZIMUTH MARK IS 68 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 LG0857'ROAD JUNCTION, 5 FEET SOUTH OF POWER POLE BRACE, 2 FEET SOUTH
 LG0857'OF WITNESS POST AND 1.5 FEET WEST OF FENCE.  THE MARK PROJECTS
 LG0857'ABOUT 4 INCHES AND THE DISK IS STAMPED CARLETON 1950.
 LG0857'
 LG0857'TO REACH FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT
 LG0857'IN CARLETON GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO T.  JOG
 LG0857'WEST AND THEN SOUTH FOR 1.0 MILE TO CROSSROADS AND AZIMUTH MARK
 LG0857'IN NORTHEAST ANGLE OF CROSSROADS AS DESCRIBED.  TURN LEFT AND
 LG0857'GO EAST FOR 0.5 MILE TO CROSSROADS AND STATION AS DESCRIBED.
 LG0857'
 LG0857'AN 87 FOOT SIGNAL AT STATION DAVENPORT IS V.G.
 LG0857'
 LG0857'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0855 ***********************************************************************
 LG0855  DESIGNATION -  CARLETON MUNICIPAL TANK
 LG0855  PID         -  LG0855
 LG0855  STATE/COUNTY-  NE/THAYER
 LG0855  COUNTRY     -  US
 LG0855  USGS QUAD   -  CARLETON (2017)
 LG0855
 LG0855                         *CURRENT SURVEY CONTROL
 LG0855  ______________________________________________________________________
 LG0855* NAD 83(1995) POSITION- 40 18 17.05126(N) 097 40 34.24727(W)   ADJUSTED
 LG0855  ______________________________________________________________________
 LG0855  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 LG0855  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LG0855  HORZ ORDER      -  THIRD
 LG0855
 LG0855.The horizontal coordinates were established by classical geodetic methods
 LG0855.and adjusted by the National Geodetic Survey in August 1997.
 LG0855
 LG0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0855.GEOID18 height accuracy estimate available here.
 LG0855
 LG0855.Click photographs - Photos may exist for this station.
 LG0855
 LG0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0855
 LG0855. The following values were computed from the NAD 83(1995) position.
 LG0855
 LG0855;                    North         East     Units Scale Factor Converg.
 LG0855;SPC NE       -    54,995.688   697,506.774   MT  0.99987612   +1 32 24.0
 LG0855;SPC NE       -   180,431.69  2,288,403.47   sFT  0.99987612   +1 32 24.0
 LG0855;UTM  14      - 4,462,421.636   612,498.624   MT  0.99975579   +0 51 23.1
 LG0855
 LG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1249862421(NAD 83)
 LG0855
 LG0855                          SUPERSEDED SURVEY CONTROL
 LG0855
 LG0855  NAD 83(1986)-  40 18 17.05769(N)    097 40 34.24741(W) AD(       ) 3
 LG0855  NAD 27      -  40 18 17.02800(N)    097 40 33.10900(W) AD(       ) 3
 LG0855
 LG0855.Superseded values are not recommended for survey control.
 LG0855
 LG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0855.See file dsdata.pdf to determine how the superseded data were derived.
 LG0855
 LG0855_MARKER: 53 = ELEVATED TANK
 LG0855
 LG0855  HISTORY     - Date     Condition        Report By
 LG0855  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0855  HISTORY     - 1950     GOOD             CGS
 LG0855
 LG0855                          STATION DESCRIPTION
 LG0855
 LG0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0855'IT IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN, 0.4 MILE
 LG0855'NORTH OF THE RAILROAD STATION, 1/2 BLOCK EAST OF A NORTH-SOUTH
 LG0855'GRAVELED STREET, AND 55 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG0855'GRAVELED STREET.  TANK PROPER IS SUPPORTED BY A FOUR LEGGED
 LG0855'STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL SHAPED ROOF WITH A
 LG0855'BALL AT ITS APEX.  THE OVERALL HEIGHT IS APPROXIMATELY 90 FEET.
 LG0855'THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 LG0855
 LG0855                          STATION RECOVERY (1950)
 LG0855
 LG0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0855'THIS STATION IS LOCATED ABOUT 5 BLOCKS NORTH AND 1-1/4 BLOCKS
 LG0855'EAST OF THE POST OFFICE IN CARLETON.  IT IS A 4 LEGGED STEEL
 LG0855'STRUCTURE, 30 FEET SQUARE AT THE BASE, ABOUT 80 FEET HIGH, AND
 LG0855'IS SILVER IN COLOR.  THE NAME CARLETON IS PAINTED ON THE SIDE
 LG0855'OF THE TANK.
 LG0855'
 LG0855'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0856 ***********************************************************************
 LG0856  DESIGNATION -  CARLETON ZION LUTH CH STEEPLE
 LG0856  PID         -  LG0856
 LG0856  STATE/COUNTY-  NE/THAYER
 LG0856  COUNTRY     -  US
 LG0856  USGS QUAD   -  CARLETON (2017)
 LG0856
 LG0856                         *CURRENT SURVEY CONTROL
 LG0856  ______________________________________________________________________
 LG0856* NAD 83(1995) POSITION- 40 18 18.10161(N) 097 40 30.15774(W)   ADJUSTED
 LG0856  ______________________________________________________________________
 LG0856  GEOID HEIGHT    -        -26.761 (meters)                     GEOID18
 LG0856  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 LG0856  HORZ ORDER      -  THIRD
 LG0856
 LG0856.The horizontal coordinates were established by classical geodetic methods
 LG0856.and adjusted by the National Geodetic Survey in August 1997.
 LG0856
 LG0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0856.GEOID18 height accuracy estimate available here.
 LG0856
 LG0856.Click photographs - Photos may exist for this station.
 LG0856
 LG0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0856
 LG0856. The following values were computed from the NAD 83(1995) position.
 LG0856
 LG0856;                    North         East     Units Scale Factor Converg.
 LG0856;SPC NE       -    55,030.666   697,602.430   MT  0.99987601   +1 32 26.7
 LG0856;SPC NE       -   180,546.44  2,288,717.31   sFT  0.99987601   +1 32 26.7
 LG0856;UTM  14      - 4,462,455.466   612,594.678   MT  0.99975606   +0 51 25.7
 LG0856
 LG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1259462455(NAD 83)
 LG0856
 LG0856                          SUPERSEDED SURVEY CONTROL
 LG0856
 LG0856  NAD 83(1986)-  40 18 18.10815(N)    097 40 30.15786(W) AD(       ) 3
 LG0856  NAD 27      -  40 18 18.07800(N)    097 40 29.02000(W) AD(       ) 3
 LG0856
 LG0856.Superseded values are not recommended for survey control.
 LG0856
 LG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0856.See file dsdata.pdf to determine how the superseded data were derived.
 LG0856
 LG0856_MARKER: 90 = CHURCH SPIRE
 LG0856
 LG0856  HISTORY     - Date     Condition        Report By
 LG0856  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0856
 LG0856                          STATION DESCRIPTION
 LG0856
 LG0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0856'THIS STATION IS LOCATED 5 BLOCKS NORTH AND 1-1/2 BLOCK EAST OF
 LG0856'THE POST OFFICE IN CARLETON.  IT IS A WOODEN STRUCTURE AND IS
 LG0856'PAINTED WHITE.  IT IS ABOUT 60 FEET HIGH.
 LG0856'
 LG0856'THE POINT INTERSECTED WAS THE CROSS ON THE TOP OF THE STEEPLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0705 ***********************************************************************
 NP0705  DESIGNATION -  CARLSON
 NP0705  PID         -  NP0705
 NP0705  STATE/COUNTY-  NE/DAWES
 NP0705  COUNTRY     -  US
 NP0705  USGS QUAD   -  HORN (2017)
 NP0705
 NP0705                         *CURRENT SURVEY CONTROL
 NP0705  ______________________________________________________________________
 NP0705* NAD 83(1996) POSITION- 42 48 39.48232(N) 103 23 11.82623(W)   ADJUSTED
 NP0705* NAVD 88 ORTHO HEIGHT -  1106.    (meters)     3629.    (feet) SCALED
 NP0705  ______________________________________________________________________
 NP0705  GEOID HEIGHT    -        -17.369 (meters)                     GEOID18
 NP0705  LAPLACE CORR    -         -6.98  (seconds)                    DEFLEC18
 NP0705  HORZ ORDER      -  FIRST
 NP0705
 NP0705.The horizontal coordinates were established by classical geodetic methods
 NP0705.and adjusted by the National Geodetic Survey in January 1998.
 NP0705
 NP0705.The orthometric height was scaled from a topographic map.
 NP0705
 NP0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0705.GEOID18 height accuracy estimate available here.
 NP0705
 NP0705.Click photographs - Photos may exist for this station.
 NP0705
 NP0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0705
 NP0705. The following values were computed from the NAD 83(1996) position.
 NP0705
 NP0705;                    North         East     Units Scale Factor Converg.
 NP0705;SPC NE       -   336,046.142   223,100.142   MT  0.99991880   -2 14 39.5
 NP0705;SPC NE       - 1,102,511.38    731,954.38   sFT  0.99991880   -2 14 39.5
 NP0705;UTM  13      - 4,741,085.668   631,907.848   MT  0.99981406   +1 05 47.7
 NP0705
 NP0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0705!SPC NE       -   0.99982937  x   0.99991880  =   0.99974818
 NP0705!UTM  13      -   0.99982937  x   0.99981406  =   0.99964346
 NP0705
 NP0705:                Primary Azimuth Mark                     Grid Az
 NP0705:SPC NE       -  CARLSON AZ MK                            240 41 25.3
 NP0705:UTM  13      -  CARLSON AZ MK                            237 20 58.1
 NP0705
 NP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3190741085(NAD 83)
 NP0705
 NP0705|---------------------------------------------------------------------|
 NP0705| PID    Reference Object                     Distance      Geod. Az  |
 NP0705|                                                           dddmmss.s |
 NP0705| CP8958 CARLSON RM 1                         11.690 METERS 12034     |
 NP0705| NP0702 CRAWFORD PUBLIC SCHOOL STACK        APPROX.14.6 KM 1863130.2 |
 NP0705| NP0703 CRAWFORD W PUB SERVICE CO STK       APPROX.12.9 KM 1881945.0 |
 NP0705| CP8959 CARLSON RM 2                         11.540 METERS 22135     |
 NP0705| CP8957 CARLSON AZ MK                                      2382645.8 |
 NP0705|---------------------------------------------------------------------|
 NP0705
 NP0705                          SUPERSEDED SURVEY CONTROL
 NP0705
 NP0705  NAD 83(1995)-  42 48 39.48229(N)    103 23 11.82621(W) AD(       ) 1
 NP0705  NAD 83(1993)-  42 48 39.48179(N)    103 23 11.82647(W) AD(       ) 1
 NP0705  NAD 83(1986)-  42 48 39.46399(N)    103 23 11.80912(W) AD(       ) 1
 NP0705  NAD 27      -  42 48 39.56700(N)    103 23 10.10100(W) AD(       ) 1
 NP0705
 NP0705.Superseded values are not recommended for survey control.
 NP0705
 NP0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0705.See file dsdata.pdf to determine how the superseded data were derived.
 NP0705
 NP0705_MARKER: DS = TRIANGULATION STATION DISK
 NP0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0705_STAMPING: CARLSON 1941
 NP0705_MARK LOGO: CGS
 NP0705_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0705+STABILITY: SURFACE MOTION
 NP0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0705+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 NP0705
 NP0705  HISTORY     - Date     Condition        Report By
 NP0705  HISTORY     - 1941     MONUMENTED       CGS
 NP0705  HISTORY     - 1943     GOOD             CGS
 NP0705  HISTORY     - 19921020 GOOD             NEDR
 NP0705
 NP0705                          STATION DESCRIPTION
 NP0705
 NP0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0705'STATION IS LOCATED ABOUT 9 MILES N AND 2.5 MILES E OF CRAWFORD,
 NP0705'IN THE NE 1/4 SEC. 25, T. 33 N, R. 52 W, ON A BARE FLAT TOP
 NP0705'HILL, ABOUT 1.5 MILES E OF A N-S GRAVEL ROAD, 0.5 MILE NE OF
 NP0705'A SMALL DAM AND 7.6 FEET WNW OF A WHITE REFERENCE POST.  IT
 NP0705'IS STAMPED CARLSON 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0705'
 NP0705'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0705'BRONZE DISKS SET IN CONCRETE.
 NP0705'
 NP0705'REFERENCE MARK NO. 1 IS STAMPED CARLSON NO. 1 1941 AND PROJECTS
 NP0705'ABOUT 6 INCHES.
 NP0705'
 NP0705'REFERENCE MARK NO. 2 IS STAMPED CARLSON NO. 2 1941 AND PROJECTS
 NP0705'ABOUT 6 INCHES.
 NP0705'
 NP0705'THE AZIMUTH MARK IS 39 FEET E OF THE CENTER LINE OF A N-S
 NP0705'GRAVEL ROAD, 11 FEET N OF A GATE POST, 4 FEET S OF A WHITE
 NP0705'REFERENCE POST AND 1 FOOT E OF A WIRE FENCE.  IT IS STAMPED
 NP0705'CARLSON 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0705'
 NP0705'TO REACH THE STATION FROM THE POST OFFICE IN CRAWFORD, GO
 NP0705'NE ON U.S. HIGHWAY 20 AND STATE HIGHWAY 2 FOR 1.6 MILES TO THE
 NP0705'JUNCTION OF THE HIGHWAYS.  CONTINUE N ON STATE HIGHWAY 2 FOR
 NP0705'3.7 MILES TO WHERE STATE HIGHWAY 2 TURNS W.  CONTINUE N ON
 NP0705'GRAVEL ROAD FOR 3.4 MILES TO A WIRE GATE ON THE RIGHT AND THE
 NP0705'AZIMUTH MARK NEAR THE GATE, TURN RIGHT (E) THROUGH GATE AND
 NP0705'FOLLOW TRACK ROAD E, KEEPING TO THE LEFT OF A SMALL DAM,
 NP0705'FOR 1.2 MILES TO A CROSS ROAD.  TURN LEFT (N) ON TRACK ROAD
 NP0705'AND GO APPROXIMATELY 0.5 MILE TO THE HIGHEST POINT OF HILL
 NP0705'AND STATION.
 NP0705
 NP0705                          STATION RECOVERY (1943)
 NP0705
 NP0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TRH)
 NP0705'STATION RECOVERED IN GOOD CONDITION.
 NP0705
 NP0705                          STATION RECOVERY (1992)
 NP0705
 NP0705'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NP0705'THE SURFACE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 NP0705'WERE FOUND IN GOOD CONDITION ABOUT 15 KM (9.30 MI) NORTH-NORTHEAST OF
 NP0705'CRAWFORD, IN THE NE1/4, SEC25, T33N, R52W AND WITHIN THE OGLALA
 NP0705'NATIONAL GRASSLANDS.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.  TO
 NP0705'REACH THE MARK FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 20 AND STATE
 NP0705'HIGHWAYS 2 AND 71, AT CRAWFORD, GO NORTH ON HIGHWAYS 2 AND 71 7.9 MI
 NP0705'(12.7 KM) TO A SIGN MARKED-BASS ROCK RESERVOIR OGLALA NATIONAL
 NP0705'GRASSLANDS-A GATE AND THE AZIMUTH MARK, 135 FT (41.1 M) EAST OF THE
 NP0705'CENTERLINE OF THE HIGHWAY, 14.9 FT (4.5 M) NORTH OF THE CENTERLINE OF
 NP0705'A TRAIL ROAD, 6.55 FT (2.00 M) SOUTH-SOUTHWEST OF THE TOP OF A SIGN
 NP0705'POST FOR PASTURE 41C AND 4.83 FT (1.47 M) SOUTH-SOUTHEAST OF AN OLD
 NP0705'WOODEN WITNESS POST.  TURN RIGHT, PASS THROUGH THE GATE, ENTERING
 NP0705'PASTURE 41C, AND GO EAST ON A TRAIL ROAD FOR 0.2 MI (0.3 KM) TO A FORK
 NP0705'AT A DAM.  BEAR LEFT AND GO NORTHEAST, CROSSING A DAM, FOR 0.1 MI (0.2
 NP0705'KM) TO A GATE.  PASS THROUGH THE GATE, ENTERING PASTURE 41B, AND
 NP0705'CONTINUE NORTHEAST AND EAST ON A TRAIL ROAD FOR 0.65 MI (1.05 KM) TO A
 NP0705'FORK.  TAKE THE NORTH FORK AND FOLLOW A TRAIL NORTHERLY FOR 0.3 MI
 NP0705'(0.5 KM) TO THE MARK ON TOP OF THE HIGHEST HILL IN THE VICINITY, 11.69
 NP0705'M (38.35 FT) NORTH-NORTHWEST OF RM 1 AND 11.54 M (37.86 FT) NORTHEAST
 NP0705'OF RM 2.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1178 ***********************************************************************
 ML1178  SACS        -  This is a Secondary Airport Control Station.
 ML1178  DESIGNATION -  CAROTHERS
 ML1178  PID         -  ML1178
 ML1178  STATE/COUNTY-  NE/CUSTER
 ML1178  COUNTRY     -  US
 ML1178  USGS QUAD   -  BROKEN BOW (2017)
 ML1178
 ML1178                         *CURRENT SURVEY CONTROL
 ML1178  ______________________________________________________________________
 ML1178* NAD 83(2011) POSITION- 41 26 28.75216(N) 099 38 45.00053(W)   ADJUSTED
 ML1178* NAD 83(2011) ELLIP HT-   752.816 (meters)        (06/27/12)   ADJUSTED
 ML1178* NAD 83(2011) EPOCH   -  2010.00
 ML1178* NAVD 88 ORTHO HEIGHT -   775.54  (meters)     2544.4   (feet) GPS OBS
 ML1178  ______________________________________________________________________
 ML1178  NAVD 88 orthometric height was determined with an earlier geoid model
 ML1178  GEOID HEIGHT    -        -22.678 (meters)                     GEOID18
 ML1178  NAD 83(2011) X  -   -802,408.821 (meters)                     COMP
 ML1178  NAD 83(2011) Y  - -4,721,154.949 (meters)                     COMP
 ML1178  NAD 83(2011) Z  -  4,199,787.227 (meters)                     COMP
 ML1178  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 ML1178
 ML1178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML1178  Standards:
 ML1178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML1178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML1178  -------------------------------------------------------------------
 ML1178  NETWORK    0.33   0.65           0.15   0.11   0.33     -0.04577178
 ML1178  -------------------------------------------------------------------
 ML1178  Click here for local accuracies and other accuracy information.
 ML1178
 ML1178.This mark is at Broken Bow Municipal Airport (BBW)
 ML1178
 ML1178.The horizontal coordinates were established by GPS observations
 ML1178.and adjusted by the National Geodetic Survey in June 2012.
 ML1178
 ML1178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML1178.been affixed to the stable North American tectonic plate. See 
 ML1178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML1178
 ML1178.The horizontal coordinates are valid at the epoch date displayed above
 ML1178.which is a decimal equivalence of Year/Month/Day.
 ML1178
 ML1178.The orthometric height was determined by GPS observations and a
 ML1178.high-resolution geoid model.
 ML1178
 ML1178.GPS derived orthometric heights for airport stations designated as
 ML1178.PACS or SACS are published to 2 decimal places.  This maintains
 ML1178.centimeter relative accuracy between the PACS and SACS.  It does
 ML1178.not indicate centimeter accuracy relative to other marks which are
 ML1178.part of the published vertical control network.
 ML1178
 ML1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1178.GEOID18 height accuracy estimate available here.
 ML1178
 ML1178.Click photographs - Photos may exist for this station.
 ML1178
 ML1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1178
 ML1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1178
 ML1178.The ellipsoidal height was determined by GPS observations
 ML1178.and is referenced to NAD 83.
 ML1178
 ML1178. The following values were computed from the NAD 83(2011) position.
 ML1178
 ML1178;                    North         East     Units Scale Factor Converg.
 ML1178;SPC NE       -   178,587.708   529,588.057   MT  0.99965923   +0 14 04.9
 ML1178;SPC NE       -   585,916.51  1,737,490.15   sFT  0.99965923   +0 14 04.9
 ML1178;UTM  14      - 4,587,950.911   446,048.176   MT  0.99963582   -0 25 38.8
 ML1178
 ML1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1178!SPC NE       -   0.99988193  x   0.99965923  =   0.99954120
 ML1178!UTM  14      -   0.99988193  x   0.99963582  =   0.99951780
 ML1178
 ML1178:                Primary Azimuth Mark                     Grid Az
 ML1178:SPC NE       -  CAROTHERS AZ MK                          148 03 59.3
 ML1178:UTM  14      -  CAROTHERS AZ MK                          148 43 43.0
 ML1178
 ML1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4604887950(NAD 83)
 ML1178
 ML1178|---------------------------------------------------------------------|
 ML1178| PID    Reference Object                     Distance      Geod. Az  |
 ML1178|                                                           dddmmss.s |
 ML1178| ML1179 CAROTHERS AZ MK                     APPROX. 1.2 KM 1481804.2 |
 ML1178|---------------------------------------------------------------------|
 ML1178
 ML1178                          SUPERSEDED SURVEY CONTROL
 ML1178
 ML1178  NAD 83(2007)-  41 26 28.75207(N)    099 38 45.00121(W) AD(2002.00) 0
 ML1178  ELLIP H (02/10/07)  752.843  (m)                       GP(2002.00)    
 ML1178  ELLIP H (12/31/01)  752.833  (m)                       GP(       ) 4 1
 ML1178  NAD 83(1995)-  41 26 28.75191(N)    099 38 45.00074(W) AD(       ) 1
 ML1178  ELLIP H (08/18/97)  752.841  (m)                       GP(       ) 4 1
 ML1178  NAD 83(1986)-  41 26 28.75966(N)    099 38 45.00659(W) AD(       ) 1
 ML1178  NGVD 29 (02/23/90)  775.38   (m)  RAPSU86  model used  GPS OBS        
 ML1178
 ML1178.Superseded values are not recommended for survey control.
 ML1178
 ML1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1178.See file dsdata.pdf to determine how the superseded data were derived.
 ML1178
 ML1178_MARKER: I = METAL ROD
 ML1178_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1178_STAMPING: CAROTHERS 1989
 ML1178_MARK LOGO: NGS
 ML1178_PROJECTION: FLUSH
 ML1178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ML1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1178+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 ML1178_ROD/PIPE-DEPTH: 14.5 meters
 ML1178_SLEEVE-DEPTH  : 0.95 meters
 ML1178
 ML1178  HISTORY     - Date     Condition        Report By
 ML1178  HISTORY     - 1989     MONUMENTED       NGS
 ML1178  HISTORY     - 19890615 GOOD             NGS
 ML1178  HISTORY     - 19950710 GOOD             NGS
 ML1178  HISTORY     - 19970520 GOOD             NGS
 ML1178
 ML1178                          STATION DESCRIPTION
 ML1178
 ML1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1178'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF BROKEN BOW, AT
 ML1178'THE BROKEN BOW MUNICIPAL AIRPORT, AT THE EXTREME NORTHWEST END OF
 ML1178'RUNWAY 14 AND IN A GRASSY AREA OF THE JUNCTION OF THE RUNWAY AND THE
 ML1178'TURN-AROUND.  OWNERSHIP--BROKEN BOW AIRPORT AUTHORITY, BOX 672 BROKEN
 ML1178'BOW, NE 68822.  AIRPORT MANAGER IS BOB DORSEY, TELEPHONE 308-872-2875.
 ML1178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92, 2 AND 21
 ML1178'SOUTH IN BROKEN BOW, GO EAST ON STATE HIGHWAY 92 AND 2 FOR 0.30 KM
 ML1178'(0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON 5TH AVENUE
 ML1178'FOR 3.45 KM (2.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 ML1178'AND GO WESTERLY ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO THE
 ML1178'NORTH SIDE OF THE OFFICE BULIDING.  TURN RIGHT AND GO NORTH FOR 0.05
 ML1178'KM (0.05 MI) TO AN APRON.  TURN LEFT AND GO WEST FOR 0.05 KM
 ML1178'(0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWESTERLY ALONG THE
 ML1178'TAXIWAY TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT AND GO
 ML1178'NORTHWESTERLY ALONG THE RUNWAY FOR 1.3 KM (0.80 MI)  TO THE JUNCTION
 ML1178'OF A TURN-AROUND AND THE STATION ON THE RIGHT.
 ML1178'THE STATION MARK IS SET 20.8 M (68.2 FT) EAST-NORTHEAST OF THE RUNWAY
 ML1178'CENTERLINE, 13.3 M (43.6 FT) SOUTHWEST OF THE TURN-AROUND CENTER, 12,6
 ML1178'M (41.7 FT) WEST OF THE CENTER OF  THE SOUTHWEST END OF A ROUND
 ML1178'CONCRETE CULVERT.
 ML1178'DESCRIBED BY R.D.BALL.
 ML1178'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ML1178
 ML1178                          STATION RECOVERY (1989)
 ML1178
 ML1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 ML1178'THE STATION IS LOCATED AT THE NORTHWEST END OF THE BROKEN BOW MUNI
 ML1178'AIRPORT NEAR THE RUNWAY END OF 14.  THE STATION IS 68.3 FT (20.8 M)
 ML1178'NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 43.5 FT (13.3 M) SOUTHEAST
 ML1178'OF THE CENTERLINE OF THE TURNOUT, 156.6 FT (47.7 M) SOUTHWEST OF THE
 ML1178'SOUTHEAST CORNER OF THE TURNOUT, AND 41.6 FT (12.7 M) WEST OF A 2 INCH
 ML1178'HOLE IN THE TOP OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 ML1178'TURNOUT.  THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS
 ML1178'LOGO CAP WHICH IS FLUSH WITH THE GROUND AND IS STAMPED CAROTHERS 1989.
 ML1178'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 ML1178'STABILITY.
 ML1178
 ML1178                          STATION RECOVERY (1995)
 ML1178
 ML1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1178'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MERNA, 2.2
 ML1178'MI (3.5 KM) NORTH OF BROKEN BOW AND AT THE BROKEN BOW MUNICIPAL
 ML1178'AIRPORT, NEAR THE APPROACH END OF RUNWAY 14.  OWNERSHIP--BROKEN BOW
 ML1178'AIRPORT AUTHORITY, BOX 672, BROKEN BOW NE 68822.  AIRPORT MANAGER IS
 ML1178'MIKE MITCHELL, PHONE (308) 872-2875.  TO REACH THE STATION FROM THE
 ML1178'JUNCTION OF STATE HIGHWAYS 2/92 AND 21 SOUTH IN BROKEN BOW, GO EAST ON
 ML1178'STATE HIGHWAY 2/92 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN LEFT
 ML1178'AND GO NORTH ON 5TH AVENUE FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT,
 ML1178'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 ML1178'KM) TO A PAVED LANE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 ML1178'0.05 MI (0.08 KM) TO AN APRON, TURN LEFT AND GO WEST ON THE APRON FOR
 ML1178'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST, THEN
 ML1178'SOUTHWEST ON A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH THE
 ML1178'RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.8 MI (1.3 KM)
 ML1178'TO A TAXIWAY TO HOLDING AREA AND THE STATION ON THE RIGHT. THE STATION
 ML1178'IS 68.2 FT (20.8 M) NORTHEAST OF THE RUNWAY, 43.6 FT (13.3 M)
 ML1178'SOUTHEAST OF THE TAXIWAY CENTER, 41.7 FT (12.7 M) WEST OF THE CENTER
 ML1178'OF THE SOUTHEAST END OF A CONCRETE CULVERT AND 1.5 FT (0.5 M)
 ML1178'SOUTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 ML1178
 ML1178                          STATION RECOVERY (1997)
 ML1178
 ML1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1178'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1179 ***********************************************************************
 ML1179  FBN         -  This is a Federal Base Network Control Station.
 ML1179  PACS        -  This is a Primary Airport Control Station.
 ML1179  DESIGNATION -  CAROTHERS AZ MK
 ML1179  PID         -  ML1179
 ML1179  STATE/COUNTY-  NE/CUSTER
 ML1179  COUNTRY     -  US
 ML1179  USGS QUAD   -  BROKEN BOW (2017)
 ML1179
 ML1179                         *CURRENT SURVEY CONTROL
 ML1179  ______________________________________________________________________
 ML1179* NAD 83(2011) POSITION- 41 25 54.52229(N) 099 38 16.91162(W)   ADJUSTED
 ML1179* NAD 83(2011) ELLIP HT-   746.061 (meters)        (06/27/12)   ADJUSTED
 ML1179* NAD 83(2011) EPOCH   -  2010.00
 ML1179* NAVD 88 ORTHO HEIGHT -   768.73  (meters)     2522.1   (feet) GPS OBS
 ML1179  ______________________________________________________________________
 ML1179  NAVD 88 orthometric height was determined with geoid model    GEOID99
 ML1179  GEOID HEIGHT    -        -22.621 (meters)                     GEOID99
 ML1179  GEOID HEIGHT    -        -22.692 (meters)                     GEOID18
 ML1179  NAD 83(2011) X  -   -801,882.063 (meters)                     COMP
 ML1179  NAD 83(2011) Y  - -4,721,948.260 (meters)                     COMP
 ML1179  NAD 83(2011) Z  -  4,198,990.982 (meters)                     COMP
 ML1179  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 ML1179
 ML1179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML1179  Standards:
 ML1179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML1179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML1179  -------------------------------------------------------------------
 ML1179  NETWORK    0.28   0.63           0.13   0.09   0.32     -0.00677985
 ML1179  -------------------------------------------------------------------
 ML1179  Click here for local accuracies and other accuracy information.
 ML1179
 ML1179.This mark is at Broken Bow Municipal Airport (BBW)
 ML1179
 ML1179.The horizontal coordinates were established by GPS observations
 ML1179.and adjusted by the National Geodetic Survey in June 2012.
 ML1179
 ML1179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML1179.been affixed to the stable North American tectonic plate. See 
 ML1179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML1179
 ML1179.The horizontal coordinates are valid at the epoch date displayed above
 ML1179.which is a decimal equivalence of Year/Month/Day.
 ML1179
 ML1179.The orthometric height was determined by GPS observations and a
 ML1179.high-resolution geoid model.
 ML1179
 ML1179.GPS derived orthometric heights for airport stations designated as
 ML1179.PACS or SACS are published to 2 decimal places.  This maintains
 ML1179.centimeter relative accuracy between the PACS and SACS.  It does
 ML1179.not indicate centimeter accuracy relative to other marks which are
 ML1179.part of the published vertical control network.
 ML1179
 ML1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1179.GEOID18 height accuracy estimate available here.
 ML1179
 ML1179.Click photographs - Photos may exist for this station.
 ML1179
 ML1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1179
 ML1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1179
 ML1179.The ellipsoidal height was determined by GPS observations
 ML1179.and is referenced to NAD 83.
 ML1179
 ML1179. The following values were computed from the NAD 83(2011) position.
 ML1179
 ML1179;                    North         East     Units Scale Factor Converg.
 ML1179;SPC NE       -   177,534.763   530,244.313   MT  0.99965943   +0 14 23.6
 ML1179;SPC NE       -   582,461.97  1,739,643.22   sFT  0.99965943   +0 14 23.6
 ML1179;UTM  14      - 4,586,890.477   446,692.205   MT  0.99963497   -0 25 20.0
 ML1179
 ML1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1179!SPC NE       -   0.99988299  x   0.99965943  =   0.99954246
 ML1179!UTM  14      -   0.99988299  x   0.99963497  =   0.99951801
 ML1179
 ML1179:                Primary Azimuth Mark                     Grid Az
 ML1179:SPC NE       -  CAROTHERS                                328 03 59.2
 ML1179:UTM  14      -  CAROTHERS                                328 43 42.8
 ML1179
 ML1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4669286890(NAD 83)
 ML1179
 ML1179|---------------------------------------------------------------------|
 ML1179| PID    Reference Object                     Distance      Geod. Az  |
 ML1179|                                                           dddmmss.s |
 ML1179| ML1178 CAROTHERS                           APPROX. 1.2 KM 3281822.8 |
 ML1179|---------------------------------------------------------------------|
 ML1179
 ML1179                          SUPERSEDED SURVEY CONTROL
 ML1179
 ML1179  NAD 83(2007)-  41 25 54.52220(N)    099 38 16.91231(W) AD(2002.00) 0
 ML1179  ELLIP H (02/10/07)  746.088  (m)                       GP(2002.00)    
 ML1179  ELLIP H (07/10/01)  746.078  (m)                       GP(       ) 4 1
 ML1179  NAD 83(1995)-  41 25 54.52197(N)    099 38 16.91194(W) AD(       ) B
 ML1179  ELLIP H (06/25/96)  746.091  (m)                       GP(       ) 1 1
 ML1179  NAD 83(1986)-  41 25 54.52969(N)    099 38 16.91761(W) AD(       ) 3
 ML1179  NAVD 88 (06/25/96)  768.80   (m)  GEOID93  model used  GPS OBS        
 ML1179  NGVD 29 (02/23/90)  768.74   (m)  RAPSU86  model used  GPS OBS        
 ML1179
 ML1179.Superseded values are not recommended for survey control.
 ML1179
 ML1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1179.See file dsdata.pdf to determine how the superseded data were derived.
 ML1179
 ML1179_MARKER: F = FLANGE-ENCASED ROD
 ML1179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1179_STAMPING: CAROTHERS AZ MK 1989
 ML1179_MARK LOGO: NGS
 ML1179_PROJECTION: FLUSH
 ML1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1179+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2018
 ML1179_ROD/PIPE-DEPTH: 16.4 meters
 ML1179_SLEEVE-DEPTH  : 0.95 meters
 ML1179
 ML1179  HISTORY     - Date     Condition        Report By
 ML1179  HISTORY     - 1989     MONUMENTED       NGS
 ML1179  HISTORY     - 19890615 GOOD             NGS
 ML1179  HISTORY     - 19950710 GOOD             NGS
 ML1179  HISTORY     - 19970520 GOOD             NGS
 ML1179  HISTORY     - 20000501 GOOD             NGS
 ML1179  HISTORY     - 20180919 GOOD             NEGS
 ML1179
 ML1179                          STATION DESCRIPTION
 ML1179
 ML1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1179'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF BROKEN BOW, AT
 ML1179'THE BROKEN BOW MUNICIPAL AIRPORT, AT THE EXTREME SOUTHEAST END OF
 ML1179'RUNWAY 32 AND IN A GRASSY AREA OF THE JUNCTION OF THE RUNWAY AND THE
 ML1179'TAXIWAY.  OWNERSHIP--BROKEN BOW AIRPORT AUTHORITY, BOX 672 BROKEN BOW
 ML1179'NE 68822.  AIRPORT MANAGER IS BOB DORSEY, TELEPHONE 308-872-2875.
 ML1179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92, 2 AND 21
 ML1179'SOUTH IN BROKEN BOW, GO EAST ON STATE HIGHWAY 92 AND 2 FOR 0.30 KM
 ML1179'(0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON 5TH AVENUE
 ML1179'FOR 3.45 KM (2.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 ML1179'AND GO WESTERLY ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO THE
 ML1179'NORTH SIDE OF THE OFFICE BULIDING.  TURN RIGHT AND GO NORTH FOR 0.05
 ML1179'KM (0.05 MI) TO AN APRON.  TURN LEFT AND GO WEST FOR 0.05 KM
 ML1179'(0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWESTERLY ALONG THE
 ML1179'TAXIWAY TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 ML1179'THE STATION MARK IS SET 26.1 M (85.6 FT) EAST-NORTHEAST OF THE RUNWAY
 ML1179'CENTERLINE, 11.3 M (37.1 FT) NORTHWEST OF THE TAXIWAY CENTERLINE, 6.7
 ML1179'M (22.0 FT) EAST-NORTHEAST OF TAXIWAY LIGHT 6 AND 4.2 M (13.8 FT) WEST
 ML1179'OF TAXIWAY LIGHT 5.
 ML1179'DESCRIBED BY R.D.BALL.
 ML1179'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ML1179
 ML1179                          STATION RECOVERY (1989)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1179'THE STATION IS LOCATED AT THE SOUTHWEST END OF BROKEN BOW MUNI AIRPORT
 ML1179'NEAR RUNWAY END OF 32.  THE STATION IS 226.6 FT (69.1 M) SOUTH OF A
 ML1179'WINDSOCK, 86.3 FT (26.3 M) NORTHEAST OF THE RUNWAY CENTERLINE, 37.5 FT
 ML1179'(11.4 M) NORTHWEST OF THE TAXIWAY CENTERLINE, 45.5 FT (13.9 M)
 ML1179'SOUTHEAST OF THE EASTERLY OF TWO TXY LIGHTS, AND 60.8 FT (18.5 M)
 ML1179'SOUTHWEST OF A TXY LIGHT AT THE HOLDBAR AND ON THE NW SIDE OF TAXIWAY.
 ML1179'THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO CAP
 ML1179'WHICH IS FLUSHED WITH THE GROUND AND IS STAMPED CAROTHERS AZ MK 1989.
 ML1179'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 ML1179'STABILITY.
 ML1179
 ML1179                          STATION RECOVERY (1995)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1179'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MERNA, 2.2
 ML1179'MI (3.5 KM) NORTH OF BROKEN BOW AND AT THE BROKEN BOW MUNICIPAL
 ML1179'AIRPORT NEAR THE APPROACH END OF RUNWAY 32.  OWNERSHIP--BROKEN BOW
 ML1179'AIRPORT AUTHORITY, BOX 672, BROKEN BOW NE 68822.  AIRPORT MANAGER IS
 ML1179'MIKE MITCHELL, PHONE (308) 872-2875.  TO REACH THE STATION FROM THE
 ML1179'JUNCTION OF STATE HIGHWAYS 2/92 AND 21 SOUTH IN BROKEN BOW, GO EAST ON
 ML1179'STATE HIGHWAY 2/92 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN LEFT
 ML1179'AND GO NORTH ON 5TH AVENUE FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT,
 ML1179'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 ML1179'KM) TO A PAVED LANE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 ML1179'0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND GO WEST ON THE APRON FOR
 ML1179'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST THEN
 ML1179'SOUTHWEST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH THE
 ML1179'RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 85.6 FT (26.1 M)
 ML1179'NORTHEAST OF THE RUNWAY CENTER, 45.5 FT (13.9 M) EAST OF THE MOST
 ML1179'NORTHEASTERLY OF A PAIR OF TAXIWAY LIGHTS (7), 37.1 FT (11.3 M)
 ML1179'NORTHWEST OF THE TAXIWAY CENTER, 22.0 FT (6.7 M) EAST-NORTHEAST OF A
 ML1179'TAXIWAY LIGHT (6) AND 13.8 FT (4.2 M) WEST OF TAXIWAY LIGHT (5).
 ML1179'NOTE--CROP DUSTERS LIKE TO LAND IN THE GRASS TO THE NORTHEAST OF THE
 ML1179'RUNWAY, THIS STATION NEEDS TO BE WELL MARKED IF YOU LEAVE A INSTRUMENT
 ML1179'HERE WHILE SPRAYING OPERATIONS ARE IN PROGRESS. NOTE--THIS STATION WAS
 ML1179'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 ML1179
 ML1179                          STATION RECOVERY (1997)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1179'THE STATION WAS RECOVERED AS DESCRIBED.
 ML1179
 ML1179                          STATION RECOVERY (2000)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 ML1179'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE NEW AIRPORT
 ML1179'MANAGER IS ROBERT MEAD.  HE LIVES IN THE TRAILOR HOUSE ON THE FIELD.
 ML1179'PHONE 308-872-2875.  (A LOT OF CROP DUSTERS USE THIS FIELD, USE
 ML1179'CAUTION.)
 ML1179
 ML1179                          STATION RECOVERY (2018)
 ML1179
 ML1179'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML1179'THE AIRPORT MANAGER IS NOW BROKEN BOW AIRPORT AUTHORITY, POST OFFICE
 ML1179'BOX 672 BROKEN BOW, NE 68822-0672.  PHONE 308-872-2875.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0449 ***********************************************************************
 MM0449  DESIGNATION -  CARR
 MM0449  PID         -  MM0449
 MM0449  STATE/COUNTY-  NE/HOOKER
 MM0449  COUNTRY     -  US
 MM0449  USGS QUAD   -  CARR LAKE (2017)
 MM0449
 MM0449                         *CURRENT SURVEY CONTROL
 MM0449  ______________________________________________________________________
 MM0449* NAD 83(1995) POSITION- 41 54 16.00329(N) 101 24 47.94829(W)   ADJUSTED
 MM0449* NAVD 88 ORTHO HEIGHT -  1163.    (meters)     3816.    (feet) SCALED
 MM0449  ______________________________________________________________________
 MM0449  GEOID HEIGHT    -        -20.049 (meters)                     GEOID18
 MM0449  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 MM0449  HORZ ORDER      -  SECOND
 MM0449
 MM0449.The horizontal coordinates were established by classical geodetic methods
 MM0449.and adjusted by the National Geodetic Survey in August 1997.
 MM0449
 MM0449.The orthometric height was scaled from a topographic map.
 MM0449
 MM0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0449.GEOID18 height accuracy estimate available here.
 MM0449
 MM0449.Click photographs - Photos may exist for this station.
 MM0449
 MM0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0449
 MM0449. The following values were computed from the NAD 83(1995) position.
 MM0449
 MM0449;                    North         East     Units Scale Factor Converg.
 MM0449;SPC NE       -   230,905.978   382,772.854   MT  0.99968274   -0 56 11.8
 MM0449;SPC NE       -   757,564.03  1,255,813.94   sFT  0.99968274   -0 56 11.8
 MM0449;UTM  14      - 4,641,983.452   299,829.439   MT  1.00009307   -1 36 44.5
 MM0449
 MM0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0449!SPC NE       -   0.99982070  x   0.99968274  =   0.99950350
 MM0449!UTM  14      -   0.99982070  x   1.00009307  =   0.99991376
 MM0449
 MM0449:                Primary Azimuth Mark                     Grid Az
 MM0449:SPC NE       -  CARR AZ MK                               338 36 16.1
 MM0449:UTM  14      -  CARR AZ MK                               339 16 48.8
 MM0449
 MM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9982941983(NAD 83)
 MM0449
 MM0449|---------------------------------------------------------------------|
 MM0449| PID    Reference Object                     Distance      Geod. Az  |
 MM0449|                                                           dddmmss.s |
 MM0449| CP6749 CARR RM 1                            12.094 METERS 14908     |
 MM0449| CP6750 CARR RM 2                            19.133 METERS 23011     |
 MM0449| CP6748 CARR AZ MK                                         3374004.3 |
 MM0449|---------------------------------------------------------------------|
 MM0449
 MM0449                          SUPERSEDED SURVEY CONTROL
 MM0449
 MM0449  NAD 83(1986)-  41 54 16.00303(N)    101 24 47.95289(W) AD(       ) 2
 MM0449  NAD 27      -  41 54 16.03600(N)    101 24 46.34400(W) AD(       ) 2
 MM0449
 MM0449.Superseded values are not recommended for survey control.
 MM0449
 MM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0449.See file dsdata.pdf to determine how the superseded data were derived.
 MM0449
 MM0449_MARKER: DS = TRIANGULATION STATION DISK
 MM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0449
 MM0449  HISTORY     - Date     Condition        Report By
 MM0449  HISTORY     - 1946     MONUMENTED       CGS
 MM0449
 MM0449                          STATION DESCRIPTION
 MM0449
 MM0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0449'THE STATION IS ON THE HIGHEST POINT AND NEAR THE EAST END OF A
 MM0449'PROMINENT SAND HILL AND IS ABOUT 11.0 MILES, AIR LINE, SOUTHEAST
 MM0449'OF WHITMAN AND ABOUT 4.0 MILES, AIR LINE, SOUTH OF CARR LAKE.
 MM0449'IT PROJECTS 6 INCHES AND IS STAMPED CARR 1946.
 MM0449'
 MM0449'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 MM0449'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 MM0449'6 INCHES AND IS STAMPED CARR NO 1 1946.
 MM0449'
 MM0449'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 MM0449'AND IS ABOUT 15 INCHES BELOW STATION ELEVATION.  IT PROJECTS
 MM0449'6 INCHES AND IS STAMPED CARR NO 2 1946.
 MM0449'
 MM0449'AZIMUTH MARK IS ON THE SUMMIT OF A LOW, ROUNDED-TOP SAND HILL,
 MM0449'150 FEET NORTH OF A WIRE GATE IN A NORTH-SOUTH FENCE LINE, 140
 MM0449'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 43 FEET EAST OF A
 MM0449'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 MM0449'CARR 1946.
 MM0449'
 MM0449'TO REACH THE STATION FROM THE VILLAGE OF WHITMAN, GO WEST ON
 MM0449'STATE HIGHWAY NO. 2 FOR 1.1 MILES TO A GRAVELED SIDE ROAD LEFT.
 MM0449'TURN LEFT, SOUTH, AND FOLLOW GRAVELED ROAD FOR 2.75 MILES TO A
 MM0449'T ROAD LEFT.  TURN LEFT, CROSSING CATTLE GUARD AND GO EAST ON
 MM0449'TRACK ROAD FOR 6.5 MILES TO A BOARD GATE AND A RANCH HOUSE
 MM0449'ON THE LEFT.  PASS THROUGH GATE AND CONTINUE EAST ON TRACK ROAD
 MM0449'FOR 0.6 MILES TO A FORK AT THE EAST END OF A LARGE LAKE.
 MM0449'TAKE LEFT FORK AND CONTINUE EAST FOR 1.6 MILES TO A WIRE GATE,
 MM0449'CONTINUE ON TRACK ROAD FOR 0.25 MILE TO THE BUCK CARR RANCH.
 MM0449'PASS THROUGH TWO GATES KEEPING JUST NORTH OF RANCH HOUSE AND
 MM0449'CONTINUE EAST FOR 0.65 MILE TO THE FANNING RANCH.  TURN
 MM0449'LEFT, SOUTH, ON MAIN TRACK ROAD, JUST WEST OF RANCH HOUSE,
 MM0449'FOR 0.35 MILE TO A FORK.  TAKE LEFT FORK, SOUTH, FOR 0.35
 MM0449'MILE TO A WIRE GATE.  CONTINUE ON TRACK ROAD FOR 1.7
 MM0449'MILES TO A FORK AT A SOUTHEAST FENCE CORNER.  CONTINUE SOUTH
 MM0449'ON DIM TRACK ROAD FOR 0.45 MILE.  HERE LEAVE DIM ROAD AND
 MM0449'CONTINUE SOUTH SOUTHEAST, KEEPING ABOUT 150 YARDS WEST OF A
 MM0449'WINDMILL AND SAND PITS, FOR 0.7 MILE TO A WIRE GATE IN AN
 MM0449'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND GO
 MM0449'SOUTHEAST FOR 0.1 MILE TO A WIRE GATE IN A NORTH-SOUTH
 MM0449'FENCE LINE.  *PASS THROUGH GATE AND DRIVE SOUTHERLY UP
 MM0449'STEEP GRASSY SLOPE FOR 0.95 MILE TO THE HIGHEST POINT AND
 MM0449'THE STATION AS DESCRIBED.
 MM0449'
 MM0449'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE
 MM0449'DESCRIPTION, GO SOUTH FOR 150 FEET TO THE SUMMIT OF A LOW SAND
 MM0449'HILL AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1197 ***********************************************************************
 LH1197  DESIGNATION -  CARTER
 LH1197  PID         -  LH1197
 LH1197  STATE/COUNTY-  NE/ADAMS
 LH1197  COUNTRY     -  US
 LH1197  USGS QUAD   -  ROSELAND (2017)
 LH1197
 LH1197                         *CURRENT SURVEY CONTROL
 LH1197  ______________________________________________________________________
 LH1197* NAD 83(1995) POSITION- 40 28 04.18611(N) 098 32 06.36624(W)   ADJUSTED
 LH1197* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 LH1197  ______________________________________________________________________
 LH1197  GEOID HEIGHT    -        -25.367 (meters)                     GEOID18
 LH1197  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 LH1197  HORZ ORDER      -  SECOND
 LH1197
 LH1197.The horizontal coordinates were established by classical geodetic methods
 LH1197.and adjusted by the National Geodetic Survey in August 1997.
 LH1197
 LH1197.The orthometric height was scaled from a topographic map.
 LH1197
 LH1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1197.GEOID18 height accuracy estimate available here.
 LH1197
 LH1197.Click photographs - Photos may exist for this station.
 LH1197
 LH1197.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1197
 LH1197. The following values were computed from the NAD 83(1995) position.
 LH1197
 LH1197;                    North         East     Units Scale Factor Converg.
 LH1197;SPC NE       -    71,500.950   624,207.290   MT  0.99982119   +0 58 14.8
 LH1197;SPC NE       -   234,582.70  2,047,920.08   sFT  0.99982119   +0 58 14.8
 LH1197;UTM  14      - 4,479,787.593   539,411.503   MT  0.99961912   +0 18 06.2
 LH1197
 LH1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1197!SPC NE       -   0.99991046  x   0.99982119  =   0.99973166
 LH1197!UTM  14      -   0.99991046  x   0.99961912  =   0.99952961
 LH1197
 LH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3941179787(NAD 83)
 LH1197
 LH1197                          SUPERSEDED SURVEY CONTROL
 LH1197
 LH1197  NAD 83(1986)-  40 28 04.19340(N)    098 32 06.36592(W) AD(       ) 2
 LH1197  NAD 27      -  40 28 04.14100(N)    098 32 05.13700(W) AD(       ) 2
 LH1197  USSD        -  40 28 04.17000(N)    098 32 05.12000(W) AD(       ) 3
 LH1197
 LH1197.Superseded values are not recommended for survey control.
 LH1197
 LH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1197.See file dsdata.pdf to determine how the superseded data were derived.
 LH1197
 LH1197_MARKER: N = NAIL
 LH1197_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 LH1197_SP_SET: TREE
 LH1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1197
 LH1197  HISTORY     - Date     Condition        Report By
 LH1197  HISTORY     - 1899     MONUMENTED       CGS
 LH1197  HISTORY     - 1950     GOOD             CGS
 LH1197  HISTORY     - 20071020 POOR             INDIV
 LH1197
 LH1197                          STATION DESCRIPTION
 LH1197
 LH1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1197'THIS STATION IS 1 MILE DUE EAST OF ROSELAND, IN THE SE. 1/4
 LH1197'SEC. 22, T. 6 N., R. 11 W., ON LAND OWNED BY T.W. CARTER, OF
 LH1197'ROSELAND.  THE SURFACE MARK IS A NAIL IN A TRIANGLE ON THE NORTH
 LH1197'SIDE OF A COTTONWOOD TREE.  THE UNDERGROUND MARK IS A JUG 0.9
 LH1197'FOOT BELOW THE SURFACE.  THE STATION POINT IS 0.2 FOOT SOUTH AND
 LH1197'0.5 FOOT EAST OF THE NAIL IN THE TRIANGLE OF THE COTTONWOOD
 LH1197'TREE, AND 0.6 FOOT SOUTH AND 0.5 EAST OF THE CENTER OF THE JUG.
 LH1197'AN OLD FRAME HOUSE STANDS TO THE SOUTHWARD OF THE COTTONWOOD
 LH1197'TREE.  (APPENDIX NO. 6-REPORT FOR 1901)
 LH1197
 LH1197                          STATION RECOVERY (1950)
 LH1197
 LH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LH1197'A LOCATION WAS VISITED ABOUT 1.0 MILE EAST OF ROSELAND, NO
 LH1197'EVIDENCE OF THE COTTONWOOD TREE OR THE OLD FRAME HOUSE WERE
 LH1197'LOCATED, FOR REFERENCE TO SEARCH FROM.  IT IS REASONABLE TO
 LH1197'BELIEVE THAT THIS POINT CANNOT BE LOCATED WITHOUT ESTABLISHING
 LH1197'ANOTHER STATION NEAR BY.
 LH1197
 LH1197                          STATION RECOVERY (2007)
 LH1197
 LH1197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LH1197'A GROUP OF NEBRASKA SURVEYORS INTENTIONALLY ENDEAVORED TO FIND THIS
 LH1197'MARK AS A HISTORICAL PROJECT. PRIOR TO THE EXCAVATION DATE, TWO STATIC
 LH1197'GPS POINTS WERE PLACED IN THE VICINITY.  AN ANGLE AND A DISTANCE WAS
 LH1197'THEN COMPUTED TO THE STATION FROM ONE OF THE GPS POINTS.  AN
 LH1197'ELECTRONIC TOTAL STATION WAS THEN USED TO STAKE OUT THE LOCATION OF
 LH1197'TRIANGULATION STATION CARTER.
 LH1197'
 LH1197'EXCAVATION UNCOVERED A SHATTERED BROWN POTTERY JUG APPROXIMATELY 1.3
 LH1197'FEET BELOW THE SURFACE WITH THE BOTTOM SIDE DOWN.  THE PIECES
 LH1197'RECOVERED NUMBERED 70.  A ONE-HALF INCH REBAR BEING 16 INCHES IN
 LH1197'LENGTH WAS PLACED IN THE APPROXIMATE CENTER OF THE FORMER LOCATION OF
 LH1197'THE BOTTOM OF THE JUG.  THIS WAS PLACED FOR HISTORICAL PURPOSES ONLY
 LH1197'AND IS NOT MEANT TO MARK THE LOCATION OF THE STATION.
 LH1197'
 LH1197'THE ACTUAL LOCATION OF THE STATION IS IN DOUBT BY READING THE ORIGINAL
 LH1197'DESCRIPTION.  THE JUG APPARENTLY DID NOT ORIGINALLY MARK THE STATION
 LH1197'LOCATION.
 LH1197'
 LH1197'A RECONSTRUCTION OF THE JUG REVEALED THAT IT WAS 7 AND ONE-HALF INCHES
 LH1197'IN DIAMETER AND STOOD 9 INCHES TALL.  A HANDLE WAS PRESENT AND THE
 LH1197'MOUTH OF THE HOLE HAD BEEN FORMED AS A SPOUT.
 LH1197'
 LH1197'THE LOCATION OF THE JUG WAS IN A FARMYARD OWNED BY A FAMILY WITH THE
 LH1197'NAME STRAUSBORG.  IT WAS 7.2 FEET SOUTH OF A METAL GRAIN STORAGE BIN,
 LH1197'OR 6.7 FEET TO THE CONCRETE FOUNDATION OF THE SAME.  THE NE CORNER OF
 LH1197'A BRICK HOUSE IS SOUTHEAST A DISTANCE OF 125.22 FEET AND THE NW CORNER
 LH1197'OF THE SAME HOUSE IS SOUTHEAST A DISTANCE OF 109.04 FEET.
 LH1197'
 LH1197'THIS STATION SHOULD BE CONSIDERED DESTROYED.  AS NOTED EARLIER, THE
 LH1197'LOCATION OF THE REBAR PLACED WHERE THE JUG ONCE WAS LOCATED WAS PLACED
 LH1197'FOR HISTORICAL PURPOSES ONLY AND IS NOT INTENDED TO MARK THE LOCATION
 LH1197'OF STATION CARTER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0479 ***********************************************************************
 NO0479  DESIGNATION -  CARVER
 NO0479  PID         -  NO0479
 NO0479  STATE/COUNTY-  NE/CHERRY
 NO0479  COUNTRY     -  US
 NO0479  USGS QUAD   -  WOLF LAKE (2017)
 NO0479
 NO0479                         *CURRENT SURVEY CONTROL
 NO0479  ______________________________________________________________________
 NO0479* NAD 83(1995) POSITION- 42 25 15.03873(N) 101 29 26.16450(W)   ADJUSTED
 NO0479* NAVD 88 ORTHO HEIGHT -  1104.    (meters)     3622.    (feet) SCALED
 NO0479  ______________________________________________________________________
 NO0479  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 NO0479  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC18
 NO0479  HORZ ORDER      -  SECOND
 NO0479
 NO0479.The horizontal coordinates were established by classical geodetic methods
 NO0479.and adjusted by the National Geodetic Survey in August 1997.
 NO0479
 NO0479.The orthometric height was scaled from a topographic map.
 NO0479
 NO0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0479.GEOID18 height accuracy estimate available here.
 NO0479
 NO0479.Click photographs - Photos may exist for this station.
 NO0479
 NO0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0479
 NO0479. The following values were computed from the NAD 83(1995) position.
 NO0479
 NO0479;                    North         East     Units Scale Factor Converg.
 NO0479;SPC NE       -   288,349.219   377,351.928   MT  0.99978621   -0 59 16.1
 NO0479;SPC NE       -   946,025.73  1,238,028.78   sFT  0.99978621   -0 59 16.1
 NO0479;UTM  14      - 4,699,509.026   295,093.091   MT  1.00011662   -1 40 50.4
 NO0479
 NO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0479!SPC NE       -   0.99982987  x   0.99978621  =   0.99961612
 NO0479!UTM  14      -   0.99982987  x   1.00011662  =   0.99994647
 NO0479
 NO0479:                Primary Azimuth Mark                     Grid Az
 NO0479:SPC NE       -  CARVER AZ MK                             358 49 44.3
 NO0479:UTM  14      -  CARVER AZ MK                             359 31 18.6
 NO0479
 NO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9509399509(NAD 83)
 NO0479
 NO0479|---------------------------------------------------------------------|
 NO0479| PID    Reference Object                     Distance      Geod. Az  |
 NO0479|                                                           dddmmss.s |
 NO0479| CP8961 CARVER RM 1                          19.599 METERS 10849     |
 NO0479| CP8962 CARVER RM 2                          12.012 METERS 19423     |
 NO0479| CP8960 CARVER AZ MK                                       3575028.2 |
 NO0479|---------------------------------------------------------------------|
 NO0479
 NO0479                          SUPERSEDED SURVEY CONTROL
 NO0479
 NO0479  NAD 83(1986)-  42 25 15.03578(N)    101 29 26.16978(W) AD(       ) 2
 NO0479  NAD 27      -  42 25 15.07800(N)    101 29 24.57800(W) AD(       ) 2
 NO0479
 NO0479.Superseded values are not recommended for survey control.
 NO0479
 NO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0479.See file dsdata.pdf to determine how the superseded data were derived.
 NO0479
 NO0479_MARKER: DS = TRIANGULATION STATION DISK
 NO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0479_STAMPING: CARVER 1946
 NO0479_MARK LOGO: CGS
 NO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0479+STABILITY: SURFACE MOTION
 NO0479
 NO0479  HISTORY     - Date     Condition        Report By
 NO0479  HISTORY     - 1946     MONUMENTED       CGS
 NO0479  HISTORY     - 1949     GOOD             CGS
 NO0479
 NO0479                          STATION DESCRIPTION
 NO0479
 NO0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0479'THE STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL, ABOUT
 NO0479'26.5 MILES, AIRLINE, NORTH OF THE VILLAGE OF WHITMAN, 4.0
 NO0479'MILES WEST OF MUD LAKE, 4.0 MILES NORTH-NORTHWEST OF THE
 NO0479'PULMAN RANCH, AND 3.5 MILES EAST OF THE CARVER RANCH.  IT
 NO0479'IS BELIEVED TO BE IN SECTION SW 1/4, S 11, T 23 W, R 36 W.  IT
 NO0479'PROJECTS 7 INCHES AND IS STAMPED CARVER 1946.
 NO0479'
 NO0479'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NO0479'STATION AND IS ON THE CREST OF A SAND RIDGE.  IT PROJECTS
 NO0479'8 INCHES AND IS STAMPED CARVER NO 1 1946.
 NO0479'
 NO0479'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NO0479'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 NO0479'ABOUT 7 INCHES AND IS STAMPED CARVER NO 2 1946.
 NO0479'
 NO0479'AZIMUTH MARK IS ON THE NORTH END OF A NORTH-SOUTH SAND RIDGE
 NO0479'AND AT THE POINT WHERE THE RIDGE STARTS TO BREAK STEEP INTO
 NO0479'A VALLEY.  IT IS 2 FEET SOUTH OF A 4X4-INCH WITNESS POST THAT
 NO0479'PROJECTS 2 FEET.  IT IS STAMPED CARVER 1946 AND PROJECTS
 NO0479'8 INCHES.
 NO0479'
 NO0479'TO REACH THE STATION FROM STATE HIGHWAY NO. 2 IN THE VILLAGE
 NO0479'OF WHITMAN, AT A POINT ABOUT 0.2 MILE NORTH OF THE HIGH SCHOOL
 NO0479'BUILDING, GO NORTH ON A GRAVELED ROAD FOR 11.05 MILES TO A
 NO0479'BRIDGE OVER THE MIDDLE LOUP RIVER.  TAKE LEFT FORK AND CONTINUE
 NO0479'NORTH FOR 3.4 MILES TO A CATTLE GUARD AND FORK.  TAKE RIGHT
 NO0479'FORK AND CONTINUE NORTH FOR 2.35 MILES TO A FORK.  TAKE LEFT
 NO0479'FORK, STRAIGHT AHEAD, FOR 0.75 MILE TO A CATTLE GUARD AND A
 NO0479'T ROAD LEFT.  KEEP RIGHT, STRAIGHT AHEAD, AND FOLLOW THE
 NO0479'MAIN TRAVELED ROAD FOR 2.1 MILES TO A FORK, JUST SOUTH OF
 NO0479'A LAKE.  TAKE RIGHT FORK, EAST THEN NORTH, FOR 2.1 MILES
 NO0479'TO A REVERSE Y FORK.  KEEP LEFT, CROSSING CATTLE GUARD AND
 NO0479'CONTINUE NORTH FOR 3.0 MILES TO A FORK.  KEEP RIGHT FORK,
 NO0479'EAST FOR 0.8 MILE TO THE SECOND CATTLE GUARD.  CONTINUE
 NO0479'EAST FOR 0.85 MILE TO A FORK.  KEEP RIGHT FORK FOR 1.05
 NO0479'MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND TURN
 NO0479'RIGHT, NORTH, FOR 0.6 MILE TO A FORK, KEEP LEFT FORK FOR
 NO0479'0.15 MILE TO A CATTLE GUARD AND A BRIDGE ACROSS A SMALL
 NO0479'STREAM.  GO NORTHEAST PASSING AN OLD DESERTED SCHOOL BUILDING
 NO0479'AND CONTINUE FOR 1.05 MILE TO A FORK.  KEEP LEFT FORK
 NO0479'FOR 0.95 MILE TO A RANCH ON THE RIGHT, KEEP LEFT ON MAIN
 NO0479'TRAVELED ROAD FOR 1.3 MILES TO A FORK.  KEEP LEFT FORK
 NO0479'OVER A BRIDGE AND CONTINUE 1.65 MILES TO A FORK.  KEEP
 NO0479'LEFT FORK FOR 0.05 MILE TO A WIRE GATE AND A RANCH
 NO0479'BUILDING ABOUT 0.15 MILE SOUTH.  TURN RIGHT, NORTH, THROUGH
 NO0479'WIRE GATE AND CONTINUE NORTH-NORTHWEST AROUND BASE OF SAND
 NO0479'HILLS FOR 0.7 MILE TO THE THIRD WIRE GATE, PASS THROUGH
 NO0479'GATE AND CONTINUE ON TRACK ROAD FOR 0.2 MILE.  TURN LEFT,
 NO0479'SOUTH, LEAVING ROAD AND DRIVE SOUTH-SOUTHWEST UP STEEP
 NO0479'GRASSY SLOPE FOR 0.8 MILE TO THE SUMMIT OF THE HIGHEST SAND
 NO0479'HILL AND THE STATION AS DESCRIBED.
 NO0479'
 NO0479'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH FOR
 NO0479'0.3 MILE TO THE NORTH END OF A SAND RIDGE AND THE AZIMUTH
 NO0479'MARK AS DESCRIBE.
 NO0479
 NO0479                          STATION RECOVERY (1949)
 NO0479
 NO0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0479'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 NO0479'NUMBER 2, AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN
 NO0479'GOOD CONDITION.  FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NO0479'
 NO0479'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND
 NO0479'RIDGE, ABOUT 27 MILES, AIRLINE, NORTH OF WHITMAN, ABOUT
 NO0479'4 MILES WEST OF MUD LAKE AND 3-1/2 MILES EAST OF THE CARVER
 NO0479'RANCH.  IT IS SITUATED ON THE HIGHEST POINT, 8 FEET NORTHEAST
 NO0479'OF A WITNESS POST.  IT IS STAMPED CARVER 1946 AND PROJECTS
 NO0479'10 INCHES.
 NO0479'
 NO0479'REFERENCE MARK NO. 1 IS LOCATED ON THE CREST OF THE STATION
 NO0479'RIDGE.  IT PROJECTS 10 INCHES AND IS STAMPED CARVER NO 1 1946.
 NO0479'
 NO0479'REFERENCE MARK NO. 2 IS 18 INCHES LOWER THAN THE STATION.
 NO0479'IT PROJECTS 10 INCHES AND IS STAMPED CARVER NO 2 1946.
 NO0479'
 NO0479'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.74 FEET.
 NO0479'
 NO0479'THE AZIMUTH MARK IS LOCATED AT THE NORTH END OF A SAND RIDGE
 NO0479'AND IS ABOUT 50 FEET LOWER THAN THE STATION.  IT PROJECTS
 NO0479'10 INCHES AND IS STAMPED CARVER 1946.
 NO0479'
 NO0479'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO
 NO0479'SOUTH, WEST AND SOUTH ON MAIN ROAD FOR 9.4 MILES TO THE BRIDGE
 NO0479'OVER NIOBRARA RIVER, CONTINUE ON MAIN ROAD, TAKING LEFT FORK
 NO0479'FOR 0.95 MILE TO FORKS, TAKE THE RIGHT FORK FOR 0.75 MILE TO
 NO0479'ENTRANCE TO THE NEBRASKA NATIONAL FOREST, CONTINUE SOUTH ON
 NO0479'GRAVELED ROAD FOR 2.7 MILES TO A PLANTING CAMP ON THE LEFT,
 NO0479'CONTINUE SOUTH AND WEST ON THE MAIN ROAD FOR 6.1 MILES A
 NO0479'CATTLE GUARD AT NATIONAL FOREST BOUNDARY, CONTINUE WEST AND
 NO0479'SOUTHWEST ON SAND TRACK ROAD FOR 1.5 MILES TO A CATTLE GUARD
 NO0479'AND THE DIAMOND BAR RANCH ON THE RIGHT, CONTINUE WEST FOR
 NO0479'0.4 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 NO0479'SOUTHERLY FOR 0.9 MILE TO A CATTLE GUARD, CONTINUE SOUTH
 NO0479'AND WEST FOR 0.8 MILE TO CATTLE GUARD, CONTINUE WEST AND
 NO0479'SOUTH FOR 1.85 MILES TO CATTLE GUARD, CONTINUE SOUTH AND
 NO0479'WEST ON MAIN ROAD FOR 3.0 MILES TO A CATTLE GUARD,
 NO0479'CONTINUE ON MAIN ROAD FOR 1.85 MILES TO BRIDGE OVER THE
 NO0479'SNAKE RIVER, CONTINUE SOUTH FOR 0.1 MILE TO A RANCH ON THE
 NO0479'LEFT (DOUGHBOY), CONTINUE SOUTHWESTERLY FOR 0.7 MILE TO A
 NO0479'CATTLE GUARD, CONTINUE ON MAIN ROAD FOR 0.4 MILE TO A
 NO0479'CATTLE GUARD, CROSS THE GUARD AND TAKE LEFT FORK AND GO
 NO0479'SOUTHEASTERLY FOR 2.15 TO A CATTLE GUARD, CONTINUE ON MAIN
 NO0479'ROAD FOR 0.95 MILE TO A CATTLE GUARD, CONTINUE SOUTHEASTERLY
 NO0479'FOR 1.45 MILES TO CROSSROADS BETWEEN RANCH HOUSES ON THE
 NO0479'RIGHT AND LEFT, CONTINUE STRAIGHT AHEAD AND FOLLOW TRACK
 NO0479'ROAD SOUTH AND WEST FOR 0.15 MILE TO A CATTLE GUARD ON
 NO0479'LEFT JUST SOUTHEAST OF THE LARGE RED BARN THAT HAS THE
 NO0479'NAME GEORGE BRADEIS PAINTED ON IT, TURN LEFT ACROSS
 NO0479'GUARD AND FOLLOW MAIN TRACK ROAD SOUTHWEST AND WEST FOR
 NO0479'1.6 MILES TO FORKS, TAKE LEFT FORK FOR 0.35 MILE TO A
 NO0479'CATTLE GUARD, CONTINUE WESTERLY FOR 0.45 MILE TO A WINDMILL
 NO0479'AT FORKS, TAKE RIGHT FORK AND CONTINUE WEST AND SOUTH FOR
 NO0479'1.05 MILES TO A CATTLE GUARD AND LARGE MAIL BOX, CONTINUE
 NO0479'SOUTH AND WEST FOR 2.5 MILES TO A WINDMILL ON THE RIGHT JUST
 NO0479'BEFORE CROSSING A SMALL WOODEN BRIDGE, CONTINUE WESTERLY
 NO0479'ON MAIN ROAD FOR 0.75 MILE TO FORKS, TAKE LEFT FORK FOR 0.55
 NO0479'MILE TO ANGLING CROSS TRAILS, CONTINUE SOUTHWEST ON MAIN
 NO0479'ROAD FOR 0.3 MILE TO A CATTLE GUARD ABOUT 100 YARDS SOUTH
 NO0479'OF A WINDMILL, CONTINUE WESTERLY FOR 1.05 MILES TO A CATTLE
 NO0479'GUARD JUST SOUTHWEST OF A SCHOOL HOUSE, CONTINUE WEST FOR
 NO0479'0.5 MILE TO KIMES RANCH STRAIGHT AHEAD, TURN LEFT AND GO
 NO0479'SOUTH ON DIRT ROAD FOR 0.65 MILES TO FORKS JUST AFTER
 NO0479'CROSSING A CATTLE GUARD, TAKE RIGHT FORK AND GO 2.75 MILES TO
 NO0479'FORKS, TAKE LEFT FORK AND GO SOUTH AND WEST FOR 1.3 MILES
 NO0479'TO A CATTLE GUARD, CROSS GUARD TURNING LEFT AND FOLLOW
 NO0479'MAIN ROAD FOR 0.6 MILE TO FORKS, TAKE LEFT FORK AND GO
 NO0479'SOUTHERLY FOR 0.75 MILE TO A FORK JUST SOUTHEAST OF A
 NO0479'DESERTED RANCH HOUSE, TAKE LEFT FORK, PASSING TO THE SOUTH
 NO0479'OF THE HOUSE, FOR 0.15 MILE TO FORKS, TAKE LEFT FORK AND
 NO0479'GO SOUTHERLY FOR 1.05 MILES TO A WIRE GATE IN A NORTH-SOUTH
 NO0479'FENCE LINE, PASS THROUGH GATE AND CONTINUE SOUTHERLY ON
 NO0479'MAIN ROAD FOR 0.35 MILE TO A CATTLE GUARD, CONTINUE
 NO0479'WESTERLY FOR 0.3 MILE TO A CATTLE GUARD SOUTH OF A
 NO0479'LAKE, CONTINUE WEST AND SOUTH FOR 1.2 MILES TO A WIRE GATE,
 NO0479'CONTINUE SOUTHERLY ON MAIN ROAD FOR 0.95 MILE TO FORKS,
 NO0479'TAKE RIGHT FORK FOR 0.35 MILE TO A WOODEN BRIDGE, CROSS BRIDGE
 NO0479'AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.5 MILE TO A
 NO0479'WIRE GATE, CONTINUE SOUTHWEST FOR 0.05 MILE TO FORKS,
 NO0479'TAKE EXTREME RIGHT FORK FOR 0.05 TO A WIRE GATE ON THE
 NO0479'RIGHT, (THIS GATE IS ABOUT 0.15 MILE NORTH OF A RANCH
 NO0479'HOUSE) TURN RIGHT THROUGH GATE AND FOLLOW AROUND THE BASE
 NO0479'OF SAND HILL, KEEPING ALONG LEFT EDGE OF MEADOW, FOR 0.4
 NO0479'MILE TO A WIRE GATE, CONTINUE ALONG LEFT EDGE OF MEADOW
 NO0479'FOR 0.3 MILE TO A WIRE GATE NEAR CORNER OF MEADOW, PASS
 NO0479'THROUGH THE GATE AND CONTINUE WESTERLY ON DIM TRACK ROAD
 NO0479'FOR 0.2 MILE.  THENCE TURN LEFT OFF OF TRACK ROAD AND PICK
 NO0479'ROAD UP SLOPE AND GO SOUTHWESTERLY FOR 0.8 MILE TO THE SUMMIT
 NO0479'OF THE HIGHEST RIDGE AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1476 ***********************************************************************
 LF1476  CBN         -  This is a Cooperative Base Network Control Station.
 LF1476  PACS        -  This is a Primary Airport Control Station.
 LF1476  DESIGNATION -  CASEY
 LF1476  PID         -  LF1476
 LF1476  STATE/COUNTY-  NE/CASS
 LF1476  COUNTRY     -  US
 LF1476  USGS QUAD   -  MURRAY (2017)
 LF1476
 LF1476                         *CURRENT SURVEY CONTROL
 LF1476  ______________________________________________________________________
 LF1476* NAD 83(2011) POSITION- 40 57 01.26572(N) 095 55 11.51937(W)   ADJUSTED
 LF1476* NAD 83(2011) ELLIP HT-   337.699 (meters)        (06/27/12)   ADJUSTED
 LF1476* NAD 83(2011) EPOCH   -  2010.00
 LF1476* NAVD 88 ORTHO HEIGHT -   365.14  (meters)     1198.0   (feet) GPS OBS
 LF1476  ______________________________________________________________________
 LF1476  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LF1476  GEOID HEIGHT    -        -27.382 (meters)                     GEOID93
 LF1476  GEOID HEIGHT    -        -27.366 (meters)                     GEOID18
 LF1476  NAD 83(2011) X  -   -497,582.562 (meters)                     COMP
 LF1476  NAD 83(2011) Y  - -4,798,733.237 (meters)                     COMP
 LF1476  NAD 83(2011) Z  -  4,158,481.777 (meters)                     COMP
 LF1476  LAPLACE CORR    -         -8.65  (seconds)                    DEFLEC18
 LF1476
 LF1476  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1476  Standards:
 LF1476         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1476            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1476  -------------------------------------------------------------------
 LF1476  NETWORK    0.38   1.00           0.18   0.12   0.51      0.00168630
 LF1476  -------------------------------------------------------------------
 LF1476  Click here for local accuracies and other accuracy information.
 LF1476
 LF1476.This mark is at Plattsmouth Municipal Airport (PMV)
 LF1476
 LF1476.The horizontal coordinates were established by GPS observations
 LF1476.and adjusted by the National Geodetic Survey in June 2012.
 LF1476
 LF1476.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1476.been affixed to the stable North American tectonic plate. See 
 LF1476.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1476
 LF1476.The horizontal coordinates are valid at the epoch date displayed above
 LF1476.which is a decimal equivalence of Year/Month/Day.
 LF1476
 LF1476.The orthometric height was determined by GPS observations and a
 LF1476.high-resolution geoid model.
 LF1476
 LF1476.GPS derived orthometric heights for airport stations designated as
 LF1476.PACS or SACS are published to 2 decimal places.  This maintains
 LF1476.centimeter relative accuracy between the PACS and SACS.  It does
 LF1476.not indicate centimeter accuracy relative to other marks which are
 LF1476.part of the published vertical control network.
 LF1476
 LF1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1476.GEOID18 height accuracy estimate available here.
 LF1476
 LF1476.Click photographs - Photos may exist for this station.
 LF1476
 LF1476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1476
 LF1476.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1476
 LF1476.The ellipsoidal height was determined by GPS observations
 LF1476.and is referenced to NAD 83.
 LF1476
 LF1476. The following values were computed from the NAD 83(2011) position.
 LF1476
 LF1476;                    North         East     Units Scale Factor Converg.
 LF1476;SPC NE       -   132,121.188   843,311.538   MT  0.99970527   +2 42 14.0
 LF1476;SPC NE       -   433,467.60  2,766,764.60   sFT  0.99970527   +2 42 14.0
 LF1476;UTM  15      - 4,537,351.859   254,235.399   MT  1.00034347   -1 54 52.7
 LF1476;UTM  14      - 4,537,815.271   759,256.046   MT  1.00042734   +2 01 11.5
 LF1476
 LF1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1476!SPC NE       -   0.99994703  x   0.99970527  =   0.99965232
 LF1476!UTM  15      -   0.99994703  x   1.00034347  =   1.00029048
 LF1476!UTM  14      -   0.99994703  x   1.00042734  =   1.00037435
 LF1476
 LF1476:                Primary Azimuth Mark                     Grid Az
 LF1476:SPC NE       -  CASEY AZ MK                              004 24 32.1
 LF1476:UTM  15      -  CASEY AZ MK                              009 01 38.8
 LF1476:UTM  14      -  CASEY AZ MK                              005 05 34.6
 LF1476
 LF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5423537351(NAD 83)
 LF1476
 LF1476|---------------------------------------------------------------------|
 LF1476| PID    Reference Object                     Distance      Geod. Az  |
 LF1476|                                                           dddmmss.s |
 LF1476| LF1477 CASEY AZ MK                         APPROX. 0.6 KM 0070646.1 |
 LF1476| AB4174 PMV A                               484.248 METERS 1382135.0 |
 LF1476|---------------------------------------------------------------------|
 LF1476
 LF1476                          SUPERSEDED SURVEY CONTROL
 LF1476
 LF1476  NAD 83(2007)-  40 57 01.26571(N)    095 55 11.51994(W) AD(2002.00) 0
 LF1476  ELLIP H (02/10/07)  337.719  (m)                       GP(2002.00)    
 LF1476  ELLIP H (07/10/01)  337.705  (m)                       GP(       ) 4 1
 LF1476  NAD 83(1995)-  40 57 01.26564(N)    095 55 11.51929(W) AD(       ) B
 LF1476  ELLIP H (06/25/96)  337.779  (m)                       GP(       ) 1 1
 LF1476  NAD 83(1986)-  40 57 01.27550(N)    095 55 11.52105(W) AD(       ) 1
 LF1476  NGVD 29 (02/23/90)  365.59   (m)  RAPSU86  model used  GPS OBS        
 LF1476
 LF1476.Superseded values are not recommended for survey control.
 LF1476
 LF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1476.See file dsdata.pdf to determine how the superseded data were derived.
 LF1476
 LF1476_MARKER: I = METAL ROD
 LF1476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1476_STAMPING: CASEY 1988
 LF1476_MARK LOGO: NGS
 LF1476_PROJECTION: FLUSH
 LF1476_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1476+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2016
 LF1476_ROD/PIPE-DEPTH: 13.9 meters
 LF1476_SLEEVE-DEPTH  : 0.95 meters
 LF1476
 LF1476  HISTORY     - Date     Condition        Report By
 LF1476  HISTORY     - 1988     MONUMENTED       NGS
 LF1476  HISTORY     - 19880615 GOOD             NGS
 LF1476  HISTORY     - 19890407 GOOD
 LF1476  HISTORY     - 19950524 GOOD             NGS
 LF1476  HISTORY     - 19970812 GOOD             NGS
 LF1476  HISTORY     - 20000613 GOOD             NEDR
 LF1476  HISTORY     - 20050506 GOOD             SKW
 LF1476  HISTORY     - 20161205 GOOD             NEGS
 LF1476
 LF1476                          STATION DESCRIPTION
 LF1476
 LF1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LF1476'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH-SOUTHWEST OF
 LF1476'PLATTSMOUTH, 4 KM (2.50 MI) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1476'MUNICIPAL AIRPORT, ON THE WEST SIDE OF RUNWAY 16-34, NEAR A WINDSOCK
 LF1476'ENCLOSED BY A CIRCLE.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506
 LF1476'MAIN STREET, PLATTSMOUTH, NE 68048.  AIRPORT MANAGER IS MARK HUDSON,
 LF1476'TELEPHONE 402-298-8187.
 LF1476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34, 75 AND
 LF1476'STATE HIGHWAY 1, ABOUT 1.6 KM (1.00 MI) EAST OF MURRAY, GO NORTH ON
 LF1476'U.S. HIGHWAYS 34 AND 75 FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  TURN
 LF1476'LEFT AND GO WEST ON A DIRT ROAD FOR 0.64 KM (0.40 MI) TO A ROAD LEFT.
 LF1476'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO ROADS END AT SOME
 LF1476'BULIDINGS AND GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO BETWEEN
 LF1476'AN OFFICE AND A HANGAR, THEN GO NORTHWEST ON AN APRON FOR 0.24 KM
 LF1476'(0.15 MI) TO A TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR
 LF1476'0.16 KM (0.10 MI) TO RUNWAY END 16.  KEEP RIGHT AROUND RUNWAY END 16,
 LF1476'THEN TURN LEFT AND GO SOUTH KEEPING TO THE SIDE OF THE RUNWAY FOR 0.56
 LF1476'KM (0.35 MI) TO THE CIRCLE ENCLOSING THE WINDSOCK AND STATION ON THE
 LF1476'RIGHT, ABOUT 121.9 M (399.9 FT) WEST OF RUNWAY.  PACK TO THE STATION
 LF1476'WHEN AREA IS WET.
 LF1476'THE STATION IS 8.4 M (27.6 FT) NORTHWEST OF A CARSONITE WITNESS POST,
 LF1476'7.3 M (24.0 FT) WEST OF THE WINDSOCK.
 LF1476'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1476'DESCRIBED BY R.D.BALL
 LF1476
 LF1476                          STATION RECOVERY (1988)
 LF1476
 LF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LF1476'THE STATION IS AT THE PLATTSMOUTH MUNI AIRPORT WEST OF THE RUNWAY NEAR
 LF1476'THE WINDSOCK.  IT IS 400 FT (121.9 M) WEST OF THE CENTERLINE OF THE
 LF1476'RUNWAY, 27.6 FT (8.4 M) NORTHEAST OF A WITNESS POST AND 24 FT (7.3 M)
 LF1476'WEST OF THE WINDSOCK WHICH IS WITHIN THE SEGMENTED CIRCLE.  THE
 LF1476'STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS
 LF1476'COVER.  THE RIM OF THE COVER IS STAMPED CASEY 1988.  NOTE, 1-METER PVC
 LF1476'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LF1476
 LF1476                          STATION RECOVERY (1989)
 LF1476
 LF1476'RECOVERED 1989
 LF1476'RECOVERED IN GOOD CONDITION.
 LF1476
 LF1476                          STATION RECOVERY (1995)
 LF1476
 LF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1476'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHWEST OF
 LF1476'PLATTSMOUTH, 2.5 MI (4.0 KM) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1476'MUNICIPAL AIRPORT, INSIDE THE SEGMENTED CIRCLE AROUND THE WINDSOCK TO
 LF1476'THE WEST OF THE RUNWAY.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506
 LF1476'MAIN STREET, PLATTSMOUTH NE 68048.  AIRPORT MANAGER, SCOTT HOESER,
 LF1476'PHONE (402) 298-8468.  NOTE--IN WET WEATHER THIS IS A PACK STATION.
 LF1476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75, 34 EAST
 LF1476'AND STATE HIGHWAY 66 WEST (IN WEST PLATTSMOUTH), GO SOUTH ON U.S.
 LF1476'HIGHWAYS 75/34 FOR 3.05 MI (4.91 KM) TO A GRAVEL ROAD RIGHT, TURN
 LF1476'RIGHT AND GO WEST ON CHURCH ROAD FOR 0.35 MI (0.56 KM) TO A GRAVEL
 LF1476'ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOLLOWING THE AIRPORT ENTRANCE
 LF1476'ROAD FOR 0.35 MI (0.56 KM) TO THE TOP OF A HILL, AIRPORT OFFICE ON
 LF1476'RIGHT AND A GATE AHEAD, PASS THROUGH GATE, BEAR LEFT AND GO SOUTHWEST
 LF1476'ACROSS THE APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 LF1476'TAXIWAY INTERSECTION, TURN LEFT AND GO SOUTH-SOUTHEAST ON THE PARALLEL
 LF1476'TAXIWAY FOR 0.15 MI (0.24 KM) TO A CONNECTOR TAXIWAY ON THE RIGHT,
 LF1476'TURN RIGHT AND GO WEST-SOUTHWEST ON THE CONNECTOR TAXIWAY, THEN
 LF1476'CROSSING THE RUNWAY FOR 0.05 MI (0.08 KM) TO THE GRASS ON THE WEST
 LF1476'SIDE OF RUNWAY, BEAR LEFT AND GO SOUTHWEST ACROSS GRASS, THEN IF
 LF1476'POSSIBLE A CULTIVATED FIELD TO THE STATION NEAR A WINDSOCK POLE.  THE
 LF1476'STATION IS 27.6 FT (8.4 M) EAST OF A WITNESS POST AND 24.0 FT (7.3 M)
 LF1476'WEST OF THE WINDSOCK.  NOTE--THIS STATION WAS USED AS AN AREA
 LF1476'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LF1476
 LF1476                          STATION RECOVERY (1997)
 LF1476
 LF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1476'RECOVERED AS DESCRIBED
 LF1476
 LF1476                          STATION RECOVERY (2000)
 LF1476
 LF1476'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LF1476'RECOVERED AS DESCRIBED.
 LF1476
 LF1476                          STATION RECOVERY (2005)
 LF1476
 LF1476'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 LF1476'RECOVERED IN GOOD CONDITION.
 LF1476
 LF1476                          STATION RECOVERY (2016)
 LF1476
 LF1476'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (BB)
 LF1476'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1477 ***********************************************************************
 LF1477  SACS        -  This is a Secondary Airport Control Station.
 LF1477  DESIGNATION -  CASEY AZ MK
 LF1477  PID         -  LF1477
 LF1477  STATE/COUNTY-  NE/CASS
 LF1477  COUNTRY     -  US
 LF1477  USGS QUAD   -  MURRAY (2017)
 LF1477
 LF1477                         *CURRENT SURVEY CONTROL
 LF1477  ______________________________________________________________________
 LF1477* NAD 83(2011) POSITION- 40 57 20.32433(N) 095 55 08.38240(W)   ADJUSTED
 LF1477* NAD 83(2011) ELLIP HT-   334.116 (meters)        (06/27/12)   ADJUSTED
 LF1477* NAD 83(2011) EPOCH   -  2010.00
 LF1477* NAVD 88 ORTHO HEIGHT -   361.54  (meters)     1186.2   (feet) GPS OBS
 LF1477  ______________________________________________________________________
 LF1477  NAVD 88 orthometric height was determined with an earlier geoid model
 LF1477  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 LF1477  NAD 83(2011) X  -   -497,469.561 (meters)                     COMP
 LF1477  NAD 83(2011) Y  - -4,798,354.800 (meters)                     COMP
 LF1477  NAD 83(2011) Z  -  4,158,923.478 (meters)                     COMP
 LF1477  LAPLACE CORR    -         -8.55  (seconds)                    DEFLEC18
 LF1477
 LF1477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1477  Standards:
 LF1477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1477  -------------------------------------------------------------------
 LF1477  NETWORK    0.40   1.02           0.19   0.12   0.52     -0.00379274
 LF1477  -------------------------------------------------------------------
 LF1477  Click here for local accuracies and other accuracy information.
 LF1477
 LF1477.This mark is at Plattsmouth Municipal Airport (PMV)
 LF1477
 LF1477.The horizontal coordinates were established by GPS observations
 LF1477.and adjusted by the National Geodetic Survey in June 2012.
 LF1477
 LF1477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1477.been affixed to the stable North American tectonic plate. See 
 LF1477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1477
 LF1477.The horizontal coordinates are valid at the epoch date displayed above
 LF1477.which is a decimal equivalence of Year/Month/Day.
 LF1477
 LF1477.The orthometric height was determined by GPS observations and a
 LF1477.high-resolution geoid model.
 LF1477
 LF1477.GPS derived orthometric heights for airport stations designated as
 LF1477.PACS or SACS are published to 2 decimal places.  This maintains
 LF1477.centimeter relative accuracy between the PACS and SACS.  It does
 LF1477.not indicate centimeter accuracy relative to other marks which are
 LF1477.part of the published vertical control network.
 LF1477
 LF1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1477.GEOID18 height accuracy estimate available here.
 LF1477
 LF1477.Click photographs - Photos may exist for this station.
 LF1477
 LF1477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1477
 LF1477.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1477
 LF1477.The ellipsoidal height was determined by GPS observations
 LF1477.and is referenced to NAD 83.
 LF1477
 LF1477. The following values were computed from the NAD 83(2011) position.
 LF1477
 LF1477;                    North         East     Units Scale Factor Converg.
 LF1477;SPC NE       -   132,711.741   843,357.071   MT  0.99970439   +2 42 16.1
 LF1477;SPC NE       -   435,405.10  2,766,913.99   sFT  0.99970439   +2 42 16.1
 LF1477;UTM  15      - 4,537,937.202   254,328.397   MT  1.00034290   -1 54 51.4
 LF1477;UTM  14      - 4,538,405.665   759,308.663   MT  1.00042768   +2 01 14.3
 LF1477
 LF1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1477!SPC NE       -   0.99994759  x   0.99970439  =   0.99965200
 LF1477!UTM  15      -   0.99994759  x   1.00034290  =   1.00029048
 LF1477!UTM  14      -   0.99994759  x   1.00042768  =   1.00037525
 LF1477
 LF1477:                Primary Azimuth Mark                     Grid Az
 LF1477:SPC NE       -  CASEY                                    184 24 32.0
 LF1477:UTM  15      -  CASEY                                    189 01 39.5
 LF1477:UTM  14      -  CASEY                                    185 05 33.8
 LF1477
 LF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5432837937(NAD 83)
 LF1477
 LF1477|---------------------------------------------------------------------|
 LF1477| PID    Reference Object                     Distance      Geod. Az  |
 LF1477|                                                           dddmmss.s |
 LF1477| LF1476 CASEY                               APPROX. 0.6 KM 1870648.1 |
 LF1477|---------------------------------------------------------------------|
 LF1477
 LF1477                          SUPERSEDED SURVEY CONTROL
 LF1477
 LF1477  NAD 83(2007)-  40 57 20.32433(N)    095 55 08.38297(W) AD(2002.00) 0
 LF1477  ELLIP H (02/10/07)  334.137  (m)                       GP(2002.00)    
 LF1477  ELLIP H (12/12/01)  334.122  (m)                       GP(       ) 3 2
 LF1477  NAD 83(1995)-  40 57 20.32426(N)    095 55 08.38232(W) AD(       ) 1
 LF1477  ELLIP H (08/07/98)  334.196  (m)                       GP(       ) 3 2
 LF1477  NAD 83(1995)-  40 57 20.32414(N)    095 55 08.38266(W) AD(       ) 3
 LF1477  ELLIP H (08/18/97)  334.196  (m)                       GP(       ) 4 1
 LF1477  NAD 83(1986)-  40 57 20.33398(N)    095 55 08.38450(W) AD(       ) 3
 LF1477  NGVD 29 (02/23/90)  362.01   (m)  RAPSU86  model used  GPS OBS        
 LF1477
 LF1477.Superseded values are not recommended for survey control.
 LF1477
 LF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1477.See file dsdata.pdf to determine how the superseded data were derived.
 LF1477
 LF1477_MARKER: F = FLANGE-ENCASED ROD
 LF1477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1477_STAMPING: CASEY AZ MK 1988
 LF1477_MARK LOGO: NGS
 LF1477_PROJECTION: FLUSH
 LF1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1477+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2020
 LF1477_ROD/PIPE-DEPTH: 12.8 meters
 LF1477_SLEEVE-DEPTH  : 0.95 meters
 LF1477
 LF1477  HISTORY     - Date     Condition        Report By
 LF1477  HISTORY     - 1988     MONUMENTED       NGS
 LF1477  HISTORY     - 19880615 GOOD             NGS
 LF1477  HISTORY     - 19890406 GOOD
 LF1477  HISTORY     - 19950524 GOOD             NGS
 LF1477  HISTORY     - 19970812 GOOD             NGS
 LF1477  HISTORY     - 20161205 GOOD             NEGS
 LF1477  HISTORY     - 20170507 GOOD             NEGS
 LF1477  HISTORY     - 20200113 GOOD             NEGS
 LF1477
 LF1477                          STATION DESCRIPTION
 LF1477
 LF1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LF1477'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH-SOUTHWEST OF
 LF1477'PLATTSMOUTH, 4 KM (2.50 MI) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1477'MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A TAXIWAY AND RAMP TO RUNWAY
 LF1477'END 16.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506 MAIN STREET,
 LF1477'PLATTSMOUTH, NE 68048.  AIRPORT MANAGER IS MARK HUDSON, TELEPHONE
 LF1477'402-298-8187.
 LF1477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34, 75 AND
 LF1477'STATE HIGHWAY 1, ABOUT 1.6 KM (1.00 MI) EAST OF MURRAY, GO NORTH ON
 LF1477'U.S. HIGHWAYS 34 AND 75 FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  TURN
 LF1477'LEFT AND GO WEST ON A DIRT ROAD FOR 0.64 KM (0.40 MI) TO A ROAD LEFT.
 LF1477'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO ROADS END AT SOME
 LF1477'BULIDINGS AND GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO BETWEEN
 LF1477'AN OFFICE AND A HANGAR, THEN GO NORTHWEST ON AN APRON FOR 0.24 KM
 LF1477'(0.15 MI) TO A TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR
 LF1477'0.16 KM (0.10 MI) TO ITS JUNCTION WITH THE RAMP TO RUNWAY END 16 AND
 LF1477'THE STATION ON THE LEFT.
 LF1477'THE STATION MARK IS SET IN A GRASS MEDIAN BETWEEN THE TAXIWAY AND
 LF1477'RUNWAY 16-34, 30.3 M (99.4 FT) EAST OF THE RUNWAY CENTERLINE, 20.3 M
 LF1477'(66.6 FT) WEST OF THE TAXIWAY CENTERLINE AND 13.3 M (43.6 FT) SOUTH OF
 LF1477'THE RAMP CENTERLINE AT THE HOLDING BARS.
 LF1477'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1477'DESCRIBED BY R.D.BALL.
 LF1477
 LF1477                          STATION RECOVERY (1988)
 LF1477
 LF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LF1477'THE STATION IS LOCATED AT THE PLATTSMOUTH MUNI AIRPORT EAST OF RUNWAY
 LF1477'END 16, 99.4 FT (30.3 M) OF THE CENTERLINE OF THE RUNWAY, 43.6 SOUTH
 LF1477'OF THE CENTERLINE OF THE TAXIWAY LEADING TO THE RUNWAY AND ONLINE WITH
 LF1477'THE PAINTED HOLD BAR.  THE STATION IS A STAINLESS STEEL ROD SET WITHIN
 LF1477'A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS STAMPED CASEY AZ
 LF1477'MK 1988.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 LF1477'VERTICAL) STABILITY.
 LF1477
 LF1477                          STATION RECOVERY (1989)
 LF1477
 LF1477'RECOVERED 1989
 LF1477'RECOVERED IN GOOD CONDITION.
 LF1477
 LF1477                          STATION RECOVERY (1995)
 LF1477
 LF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1477'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHWEST OF
 LF1477'PLATTSMOUTH, 2.5 MI (4.0 KM) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1477'MUNICIPAL AIRPORT, IN THE GRASS AREA FORMED BY THE TAXIWAY AND RUNWAY
 LF1477'NEAR THE APPROACH END OF RUNWAY 16.  OWNERSHIP--PLATTSMOUTH AIRPORT
 LF1477'AUTHORITY, 506 MAIN STREET, PLATTSMOUTH NE 68048.  AIRPORT MANAGER,
 LF1477'SCOTT HOESER, PHONE (402) 298-8468.  TO REACH THE STATION FROM THE
 LF1477'JUNCTION OF U.S. HIGHWAYS 75, 34 EAST AND STATE HIGHWAY 66 WEST (IN
 LF1477'WEST PLATTSMOUTH), GO SOUTH ON U.S. HIGHWAYS 75/34 FOR 3.05 MI (4.91
 LF1477'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON CHURCH ROAD FOR
 LF1477'0.35 MI (0.56 KM) TO A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHERLY
 LF1477'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.35 MI (0.56 KM) TO THE TOP
 LF1477'OF A HILL, AIRPORT OFFICE ON RIGHT AND A GATE AHEAD, PASS THROUGH
 LF1477'GATE, BEAR LEFT AND GO SOUTHWEST ACROSS THE APRON THEN A CONNECTOR
 LF1477'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, TURN RIGHT AND
 LF1477'GO NORTH-NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO
 LF1477'THE STATION ON THE LEFT JUST BEFORE A CONNECTOR TAXIWAY.  THE STATION
 LF1477'IS 125.6 FT (38.3 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 69.5 FT
 LF1477'(21.2 M) WEST-SOUTHWEST OF THE CURVED PARALLEL TAXIWAY CENTER, 43.6 FT
 LF1477'(13.3 M) SOUTH-SOUTHEAST OF THE CONNECTOR TAXIWAY, 39.2 FT (11.9 M)
 LF1477'NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE METAL STORM SEWER GRATE
 LF1477'AND ON LINE WITH THE PAINTED HOLD BAR.  THIS STATION TO BE USED AS
 LF1477'SACS.
 LF1477
 LF1477                          STATION RECOVERY (1997)
 LF1477
 LF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1477'RECOVERED AS DESCRIBED
 LF1477
 LF1477                          STATION RECOVERY (2016)
 LF1477
 LF1477'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (BB)
 LF1477'RECOVERED IN GOOD CONDITION
 LF1477
 LF1477                          STATION RECOVERY (2017)
 LF1477
 LF1477'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JA)
 LF1477'RECOVERED AS DESCRIBED
 LF1477
 LF1477                          STATION RECOVERY (2020)
 LF1477
 LF1477'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LF1477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0434 ***********************************************************************
 LJ0434  DESIGNATION -  CASHEN RESET
 LJ0434  PID         -  LJ0434
 LJ0434  STATE/COUNTY-  NE/RED WILLOW
 LJ0434  COUNTRY     -  US
 LJ0434  USGS QUAD   -  DANBURY (2017)
 LJ0434
 LJ0434                         *CURRENT SURVEY CONTROL
 LJ0434  ______________________________________________________________________
 LJ0434* NAD 83(1995) POSITION- 40 06 18.14740(N) 100 27 07.95060(W)   ADJUSTED
 LJ0434* NAVD 88 ORTHO HEIGHT -   825.    (meters)     2707.    (feet) SCALED
 LJ0434  ______________________________________________________________________
 LJ0434  GEOID HEIGHT    -        -24.293 (meters)                     GEOID18
 LJ0434  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LJ0434  HORZ ORDER      -  FIRST
 LJ0434
 LJ0434.The horizontal coordinates were established by classical geodetic methods
 LJ0434.and adjusted by the National Geodetic Survey in August 1997.
 LJ0434
 LJ0434.The orthometric height was scaled from a topographic map.
 LJ0434
 LJ0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0434.GEOID18 height accuracy estimate available here.
 LJ0434
 LJ0434.Click photographs - Photos may exist for this station.
 LJ0434
 LJ0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0434
 LJ0434. The following values were computed from the NAD 83(1995) position.
 LJ0434
 LJ0434;                    North         East     Units Scale Factor Converg.
 LJ0434;SPC NE       -    30,270.073   461,445.350   MT  0.99995418   -0 17 58.8
 LJ0434;SPC NE       -    99,311.06  1,513,925.29   sFT  0.99995418   -0 17 58.8
 LJ0434;UTM  14      - 4,440,426.409   376,227.786   MT  0.99978859   -0 56 08.2
 LJ0434
 LJ0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0434!SPC NE       -   0.99987435  x   0.99995418  =   0.99982854
 LJ0434!UTM  14      -   0.99987435  x   0.99978859  =   0.99966297
 LJ0434
 LJ0434:                Primary Azimuth Mark                     Grid Az
 LJ0434:SPC NE       -  CASHEN AZ MK 2                           259 22 36.1
 LJ0434:UTM  14      -  CASHEN AZ MK 2                           260 00 45.5
 LJ0434
 LJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7622740426(NAD 83)
 LJ0434
 LJ0434|---------------------------------------------------------------------|
 LJ0434| PID    Reference Object                     Distance      Geod. Az  |
 LJ0434|                                                           dddmmss.s |
 LJ0434| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.17.3 KM 0090856.2 |
 LJ0434| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.15.3 KM 0111052.7 |
 LJ0434| CN8058 CASHEN AZ MK                                       0672419.0 |
 LJ0434| CN8062 CASHEN RM 3                          99.103 METERS 15054     |
 LJ0434| CN8060 CASHEN RM 1                          88.874 METERS 18842     |
 LJ0434| CN8059 CASHEN AZ MK 2                                     2590437.3 |
 LJ0434| CN8061 CASHEN RM 2                          25.561 METERS 27724     |
 LJ0434|---------------------------------------------------------------------|
 LJ0434
 LJ0434                          SUPERSEDED SURVEY CONTROL
 LJ0434
 LJ0434  NAD 83(1986)-  40 06 18.15240(N)    100 27 07.95550(W) AD(       ) 1
 LJ0434  NAD 27      -  40 06 18.13498(N)    100 27 06.42479(W) AD(       ) 1
 LJ0434
 LJ0434.Superseded values are not recommended for survey control.
 LJ0434
 LJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0434.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0434
 LJ0434_MARKER: DS = TRIANGULATION STATION DISK
 LJ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0434_STAMPING: CASHEN 1935
 LJ0434_MARK LOGO: CGS
 LJ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0434+STABILITY: SURFACE MOTION
 LJ0434
 LJ0434  HISTORY     - Date     Condition        Report By
 LJ0434  HISTORY     - 1935     MONUMENTED       CGS
 LJ0434  HISTORY     - 1951     GOOD             CGS
 LJ0434
 LJ0434                          STATION DESCRIPTION
 LJ0434
 LJ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0434'THIS STATION IS LOCATED ON A PROMINENT, TREE-COVERED HILL
 LJ0434'ON THE DIVIDE BETWEEN THE REPUBLICAN RIVER AND BEAVER CREEK,
 LJ0434'ON LAND OWNED BY MR. DAN CASHEN, AND LEASED BY MR. WALTER
 LJ0434'LIEBRANDT, ABOUT 6-1/2 MILES SOUTH AND 7-1/2 MILES EAST OF MC COOK,
 LJ0434'0.3 MILE EAST OF CENTER DIVIDE DISTRICT SCHOOL 50.  0.2
 LJ0434'MILE WEST OF THE EAST END OF A GROVE OF TREES, AT THE
 LJ0434'NORTH EDGE AND NEAR THE CENTER, AND 314 FEET NORTH OF THE
 LJ0434'CENTERLINE OF A GRADED ROAD.  THE MARK IS 27.5 FEET WEST
 LJ0434'OF A 6-INCH ASH TREE AND PROJECTS 8 INCHES.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE
 LJ0434'STATION, 2 FEET NORTH OF A FENCE LINE, AND 23 FEET NORTH OF
 LJ0434'THE CENTERLINE OF A GRADED ROAD.  THE MARK PROJECTS 4 INCHES.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE
 LJ0434'STATION, IN THE NORTH EDGE OF THE GROVE OF TREES THE STATION
 LJ0434'IS IN.  THE MARK PROJECTS 2 INCHES.
 LJ0434'
 LJ0434'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION,
 LJ0434'1-1/2 FEET WEST OF A NORTH-AND-SOUTH FENCE LINE, 0.15 MILE
 LJ0434'NORTH OF A GRADED ROAD, AND 0.1 MILE NORTH OF THE EAST END
 LJ0434'OF THE GROVE OF TREES MENTIONED ABOVE.  THE MARK PROJECTS
 LJ0434'6 INCHES.
 LJ0434'
 LJ0434'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 LJ0434'STATE HIGHWAY 8, WHICH IS ABOUT 15 MILES, VIA U.S. HIGHWAY
 LJ0434'183, SOUTH OF MC COOK.  FROM THE JUNCTION DRIVE NORTH ON
 LJ0434'HIGHWAY 183 FOR 4.1 MILES.  AT A POINT WHERE HIGHWAY 183
 LJ0434'TURNS WEST, LEAVE HIGHWAY 183 AND DRIVE EAST ON A GRADED
 LJ0434'ROAD FOR 1.2 MILES, THEN NORTH 1.0 MILE, THEN EAST 5.0 MILES
 LJ0434'TO GRADED CROSSROADS.  TURN LEFT (NORTH) AND GO 1.0 MILE TO
 LJ0434'CENTER DIVIDE, DISTRICT SCHOOL 50.  TURN RIGHT AND DRIVE
 LJ0434'EAST UP AN OLD LANE (GRADED ROAD) ALONG THE SOUTH SIDE OF
 LJ0434'A GROVE OF ASH TREES FOR 0.5 MILE.  LEAVE THE GRADED ROAD
 LJ0434'AT THE EAST END OF THE GROVE OF TREES, AND DRIVE WEST 0.2
 LJ0434'MILE, ALONG THE NORTH SIDE OF THE GROVE OF TREES, TO THE
 LJ0434'HIGHEST GROUND AND THE STATION.
 LJ0434'
 LJ0434'WITH CONSIDERABLE CLEARING A 10-FOOT STAND WAS USED, ALTHOUGH
 LJ0434'THE LINE TO STATION BRYAN WAS OBSTRUCTED BY TREES.  A 20-FOOT
 LJ0434'STAND WOULD CLEAR ALL OF THE LINES.
 LJ0434
 LJ0434                          STATION RECOVERY (1951)
 LJ0434
 LJ0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0434'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 LJ0434'FOUND TO BE IN GOOD CONDITION.  AT THE REQUEST OF THE LAND
 LJ0434'OWNER, THE STATION MARK WAS LOWERED 18 INCHES AND REFERENCE
 LJ0434'MARK NO. 2 WAS REMOVED.  A NEW REFERENCE MARK NO. 3 AND
 LJ0434'AZIMUTH MARK WERE ESTABLISHED.
 LJ0434'
 LJ0434'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0434'
 LJ0434'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 7.0 MILES
 LJ0434'EAST OF MC COOK AND ABOUT 8.0 MILES SOUTH AND 3.0 MILES WEST
 LJ0434'OF INDIANOLA IN A CULTIVATED FIELD JUST SOUTH OF THE HIGHEST
 LJ0434'POINT OF A HILL, 320 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LJ0434'ROAD.  IT IS STAMPED CASHEN 1935 1951 AND IS 18 INCHES BELOW
 LJ0434'THE GROUND SURFACE.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 28 FEET
 LJ0434'NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED
 LJ0434'CASHEN NO 1 1935 AND PROJECTS 8 INCHES.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 3 IS ON THE ROAD RIGHT-OF-WAY, 32 FEET
 LJ0434'NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED
 LJ0434'CASHEN NO 3 1935 1951 AND PROJECTS 6 INCHES.
 LJ0434'
 LJ0434'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 203.78 FEET.
 LJ0434'
 LJ0434'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 LJ0434'40 FEET SOUTHWEST OF THE CENTER OF A T INTERSECTION AND 2
 LJ0434'FEET NORTHWEST OF A FENCE CORNER.  IT IS STAMPED CASHEN
 LJ0434'1935 RESET 1951 AND PROJECTS 2 INCHES.
 LJ0434'
 LJ0434'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH
 LJ0434'OF THE POST OFFICE IN MC COOK, GO EAST FOR 0.3 MILE TO JUNCTION
 LJ0434'OF U.S. HIGHWAYS 83, 34 AND 6, TURN RIGHT AND GO SOUTH ON
 LJ0434'U.S. HIGHWAY 83 FOR 1.0 MILE TO A T ROAD LEFT, TURN LEFT
 LJ0434'AND GO EAST ON GRAVELED ROAD FOR 1.5 MILES TO A T INTERSECTION.
 LJ0434'TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO A T ROAD LEFT, TURN
 LJ0434'LEFT AND GO EAST FOR 2.6 MILES TO A T INTERSECTION, TURN
 LJ0434'RIGHT AND GO SOUTH, EAST AND SOUTH ON MAIN TRAVELED ROAD
 LJ0434'FOR 2.7 MILES TO A T ROAD LEFT.  TURN LEFT AND GO EAST FOR
 LJ0434'4.0 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 3.0
 LJ0434'MILES TO A T ROAD LEFT AND AZIMUTH MARK JUST SOUTHWEST AS
 LJ0434'DESCRIBED, TURN LEFT AND GO EAST FOR 0.3 MILE TO TOP OF
 LJ0434'HILL.  FROM THIS POINT THE STATION IS JUST NORTH IN
 LJ0434'CULTIVATED FIELD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0759 ***********************************************************************
 LG0759  DESIGNATION -  CATTLE
 LG0759  PID         -  LG0759
 LG0759  STATE/COUNTY-  NE/SEWARD
 LG0759  COUNTRY     -  US
 LG0759  USGS QUAD   -  SEWARD (2017)
 LG0759
 LG0759                         *CURRENT SURVEY CONTROL
 LG0759  ______________________________________________________________________
 LG0759* NAD 83(1995) POSITION- 40 56 55.18892(N) 097 06 03.92283(W)   ADJUSTED
 LG0759* NAVD 88 ORTHO HEIGHT -   474.    (meters)     1555.    (feet) SCALED
 LG0759  ______________________________________________________________________
 LG0759  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 LG0759  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LG0759  HORZ ORDER      -  FIRST
 LG0759
 LG0759.The horizontal coordinates were established by classical geodetic methods
 LG0759.and adjusted by the National Geodetic Survey in August 1997.
 LG0759
 LG0759.The orthometric height was scaled from a topographic map.
 LG0759
 LG0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0759.GEOID18 height accuracy estimate available here.
 LG0759
 LG0759.Click photographs - Photos may exist for this station.
 LG0759
 LG0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0759
 LG0759. The following values were computed from the NAD 83(1995) position.
 LG0759
 LG0759;                    North         East     Units Scale Factor Converg.
 LG0759;SPC NE       -   127,922.046   743,971.909   MT  0.99970556   +1 55 16.0
 LG0759;SPC NE       -   419,690.91  2,440,847.84   sFT  0.99970556   +1 55 16.0
 LG0759;UTM  14      - 4,534,794.415   659,829.296   MT  0.99991442   +1 14 41.2
 LG0759
 LG0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0759!SPC NE       -   0.99992983  x   0.99970556  =   0.99963541
 LG0759!UTM  14      -   0.99992983  x   0.99991442  =   0.99984425
 LG0759
 LG0759:                Primary Azimuth Mark                     Grid Az
 LG0759:SPC NE       -  CATTLE AZ MK RESET                       182 27 56.5
 LG0759:UTM  14      -  CATTLE AZ MK RESET                       183 08 31.3
 LG0759
 LG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5982934794(NAD 83)
 LG0759
 LG0759|---------------------------------------------------------------------|
 LG0759| PID    Reference Object                     Distance      Geod. Az  |
 LG0759|                                                           dddmmss.s |
 LG0759| CN8069 CATTLE RM 1                          31.312 METERS 07251     |
 LG0759| LG1186 GARLAND MUNICIPAL TANK              APPROX.10.0 KM 0921054.0 |
 LG0759| LG0764 MILFORD MUNICIPAL TANK              APPROX.19.9 KM 1693824.8 |
 LG0759| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 4.6 KM 1771609.8 |
 LG0759| LG0756 SEWARD MUNICIPAL TANK               APPROX. 4.4 KM 1793941.3 |
 LG0759| CN8067 CATTLE AZ MK                                       1815035.7 |
 LG0759| CN8068 CATTLE AZ MK RESET                                 1842312.5 |
 LG0759| CN8071 CATTLE RM 3                          42.920 METERS 19419     |
 LG0759| LG0757 OMAHA SALT LAKE CITY AWY BN 82      APPROX. 5.4 KM 1971257.9 |
 LG0759| CN8070 CATTLE RM 2                          37.394 METERS 21544     |
 LG0759| LG0796 OMAHA SALT LAKE CITY AWY BN 81      APPROX.21.3 KM 2534605.4 |
 LG0759| LG0795 UTICA ST MARYS CHURCH SPIRE         APPROX.21.7 KM 2544416.6 |
 LG0759|---------------------------------------------------------------------|
 LG0759
 LG0759                          SUPERSEDED SURVEY CONTROL
 LG0759
 LG0759  NAD 83(1986)-  40 56 55.19766(N)    097 06 03.92244(W) AD(       ) 1
 LG0759  NAD 27      -  40 56 55.16174(N)    097 06 02.79538(W) AD(       ) 1
 LG0759
 LG0759.Superseded values are not recommended for survey control.
 LG0759
 LG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0759.See file dsdata.pdf to determine how the superseded data were derived.
 LG0759
 LG0759_MARKER: DS = TRIANGULATION STATION DISK
 LG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0759_STAMPING: CATTLE 1935
 LG0759_MARK LOGO: CGS
 LG0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0759+STABILITY: SURFACE MOTION
 LG0759
 LG0759  HISTORY     - Date     Condition        Report By
 LG0759  HISTORY     - 1935     MONUMENTED       CGS
 LG0759  HISTORY     - 1947     GOOD             CGS
 LG0759  HISTORY     - 1956     GOOD             CGS
 LG0759  HISTORY     - 1961     GOOD             CGS
 LG0759  HISTORY     - 1967     GOOD             USGS
 LG0759
 LG0759                          STATION DESCRIPTION
 LG0759
 LG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0759'STATION IS IN THE SOUTHWEST QUARTER SEC. 4, T. 11 N., R. 3 E.,
 LG0759'ABOUT 3 MILES NORTH OF SEWARD, ON PROPERTY OWNED BY MR. CATTLE OF
 LG0759'THE CATTLE NATIONAL BANK OF SEWARD AND OCCUPIED BY MR. NELSON.
 LG0759'
 LG0759'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN SEWARD,
 LG0759'GO NORTH AND WEST ON STATE HIGHWAY 15 FOR 2.9 MILES, TURN RIGHT
 LG0759'(EAST) INTO LANE AND GO ABOUT 100 FEET TO MARK ON RIGHT (SOUTH).
 LG0759'MARK IS 15 FEET SOUTH OF CENTERLINE OF LANE, 1 FOOT NORTH OF
 LG0759'FENCE, 95 FEET EAST OF CENTERLINE OF STATE HIGHWAY 15, AND
 LG0759'PROJECTS 8 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO. 1 IS EAST BY NORTH OF STATION, 1 FOOT
 LG0759'SOUTH OF FENCE, 10 FEET NORTH OF CENTERLINE OF LANE, AND
 LG0759'PROJECTS 4 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1 FOOT EAST OF
 LG0759'FENCE, 30 FEET EAST OF CENTERLINE OF STATE HIGHWAY 15, AND
 LG0759'PROJECTS 6 INCHES.
 LG0759'
 LG0759'AZIMUTH MARK IS SOUTH OF STATION.  TO REACH, GO SOUTH ON
 LG0759'STATE HIGHWAY 15 FOR 0.55 MILE TO MARK ON LEFT (EAST) BY FENCE
 LG0759'CORNER.  MARK IS 1 FOOT EAST OF FENCE, 4 FEET NORTH OF FENCE,
 LG0759'31 FEET EAST OF CENTERLINE OF STATE HIGHWAY 15, AND PROJECTS
 LG0759'2 INCHES.
 LG0759'
 LG0759'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 LG0759
 LG0759                          STATION RECOVERY (1947)
 LG0759
 LG0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0759'THE STATION,REFERENCE MARKS NOS, 1 AND 2,
 LG0759'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LG0759'CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 LG0759'
 LG0759'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF SEWARD, ON
 LG0759'PROPERTY OWNED AND OCCUPIED BY MR. CATTLE OF CATTLE NATIONAL
 LG0759'BANK OF SEWARD.  IT IS ABOUT 225 FEET SOUTH OF THE CATTLE FARM
 LG0759'HOUSE, 125 FEET EAST OF THE CENTER OF STATE HIGHWAY 15 AND 16 FEET
 LG0759'SOUTH OF THE CENTER OF THE DRIVEWAY SET IN EAST-WEST FENCE LINE.
 LG0759'IT IS STAMPED CATTLE 1935 AND PROJECTS 6 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 15 FEET
 LG0759'NORTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF EAST-WEST
 LG0759'FENCE LINE.  IT IS STAMPED CATTLE NO 1 1935 AND PROJECTS 5 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 35 FEET EAST
 LG0759'OF THE CENTER OF STATE HIGHWAY 15 AND 10 FEET WEST OF NORTH-SOUTH
 LG0759'FENCE LINE.  IT IS STAMPED CATTLE NO 2 1935 AND PROJECTS 6 INCHES.
 LG0759'
 LG0759'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 35 FEET
 LG0759'EAST OF THE CENTER OF STATE HIGHWAY 15, 10 FEET WEST OF
 LG0759'NORTH-SOUTH FENCE LINE AND 8 FEET WEST-NORTHWEST OF REA POLE NO
 LG0759'DE 512.  IT IS STAMPED CATTLE AZI 1935 AND PROJECTS 6 INCHES.
 LG0759'
 LG0759'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 LG0759'IN SEWARD, GO NORTH, WEST AND NORTH ON STATE ROUTE 15 FOR 2.5 MILES
 LG0759'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON
 LG0759'STATE ROUTE 15 FOR 0.5 MILE TO THE CATTLE FARM HOUSE ON THE
 LG0759'RIGHT AND STATION AS DESCRIBED.
 LG0759'
 LG0759'OBSERVATIONS MADE FROM A 77 FT TOWER.
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION GARLAND IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION MIDDLE IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION MILFORD IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'AN 87 FOOT SIGNAL AT STATION EARNEST 1935 IS V.G.
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION SEWARD IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION TAMORA IS V.G.
 LG0759'
 LG0759'AN 87 FOOT SIGNAL AT STATION BEAVER 1935 IS V.G.
 LG0759
 LG0759                          STATION RECOVERY (1956)
 LG0759
 LG0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LG0759'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0759'GOOD CONDITION, EXCEPT THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 LG0759'WHICH WILL BE DESTROYED BY ROAD CONSTRUCTION ON STATE HIGHWAY 15.
 LG0759'THE AZIMUTH MARK AND THE INTERSECTION STATIONS IN SEWARD ARE
 LG0759'NOT VISIBLE FROM THE GROUND AT THE STATION DUE TO A SHELTER BELT
 LG0759'OF TREES ABOUT 1/4 MILE SOUTH OF THE STATION.  GARLAND,
 LG0759'MUNICIPAL WATER TANK WAS USED AS AN INITIAL IN TURNING THE
 LG0759'ANGLES TO THE RESET AZIMUTH MARK AND REFERENCE MARK NO. 3.  A
 LG0759'COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0759'
 LG0759'STATION IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF SEWARD IN
 LG0759'THE FARMYARD OF MR. WILLIAM COUFAL WHO OWNS THE LAND, NOW.  IT
 LG0759'IS ABOUT 50 YARDS SOUTH OF THE FARMHOUSE, 102 FEET EAST OF THE
 LG0759'CENTER OF STATE HIGHWAY 15, 32 FEET EAST OF A POWER POLE, AND 15
 LG0759'FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARMYARD.  THE MARK
 LG0759'PROJECTS 8 INCHES AND THE DISK IS STAMPED CATTLE 1935.
 LG0759'
 LG0759'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF FARM
 LG0759'DRIVEWAY, 7 FEET WEST OF THE SOUTHEAST CORNER OF FENCE AROUND
 LG0759'FARMHOUSE, AND IN THE SOUTH FENCE.  THE MARK IS FLUSH WITH THE
 LG0759'SURFACE OF THE GROUND AND THE DISK IS STAMPED CATTLE NO 1 1935.
 LG0759'
 LG0759'REFERENCE MARK NO. 3 IS 70 FEET WEST OF THE CENTER OF STATE
 LG0759'HIGHWAY 15, 2 FEET NORTHWEST OF A FENCE CORNER, AND 1 FOOT EAST
 LG0759'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0759'CATTLE NO 3 1935.
 LG0759'
 LG0759'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 70 FEET WEST OF THE
 LG0759'CENTER OF STATE HIGHWAY 15, AND 2 FEET NORTH OF A TELEPHONE POLE.
 LG0759'THE MARK PROJECTS 6 INCHES AND THE DISK WAS STAMPED CATTLE AZI
 LG0759'1935 RESET 1956.
 LG0759'
 LG0759'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 LG0759'SEWARD, GO NORTH ON STATE HIGHWAY 15 FOR 2.5 MILES TO THE AZIMUTH
 LG0759'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON STATE HIGHWAY
 LG0759'15 FOR 0.5 MILE TO WILLIAM COUFALS FARMHOUSE ON THE RIGHT AND
 LG0759'THE STATION AS DESCRIBED.
 LG0759
 LG0759                          STATION RECOVERY (1961)
 LG0759
 LG0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0759'STATION RECOVERED AS DESCRIBED IN 1956 WITH ALL MARKS IN GOOD
 LG0759'CONDITION.  REFERENCE MARK NUMBER 3 IS EAST OF THE HIGHWAY AS
 LG0759'SHOWN IN THE COMPLETE DESCRIPTION BELOW-
 LG0759'
 LG0759'LOCATED, AIRLINE, ABOUT 23 MILES WEST-NORTHWEST OF LINCOLN, 22
 LG0759'MILES SOUTH OF DAVID CITY, AND 3 MILES NORTH OF SEWARD IN THE
 LG0759'NORTH EDGE OF THE VEGETABLE GARDEN ON THE SOUTH SIDE OF THE
 LG0759'DRIVEWAY TO THE FARM HOME OF MR. WILLIAM COUFAL.
 LG0759'
 LG0759'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LG0759'SQUARE IN SEWARD GO NORTH ON STATE HIGHWAY 15 FOR 2.4 MILES TO
 LG0759'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH 0.5 MILE TO THE
 LG0759'FARM HOUSE ON THE RIGHT AND THE STATION.
 LG0759'
 LG0759'THE STATION MARK, A STANDARD DISK STAMPED CATTLE 1935 CEMENTED IN
 LG0759'THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 LG0759'PROJECTING 15 INCHES ABOVE THE GROUND, IS 15 FEET SOUTH OF THE
 LG0759'CENTER OF A DRIVEWAY, 102 FEET EAST OF THE CENTERLINE OF STATE
 LG0759'HIGHWAY 15, AND 32 FEET EAST OF THE END POST OF A NORTH-SOUTH
 LG0759'FENCE.
 LG0759'
 LG0759'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CATTLE NO 1
 LG0759'1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL CONCRETE
 LG0759'MONUMENT 2 INCHES BELOW THE SURFACE OF THE GROUND, IS 0.2 FOOT
 LG0759'NORTH OF THE SOUTH YARD FENCE, 7 FEET WEST OF THE SOUTHEAST
 LG0759'FENCE CORNER, AND 13.2 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 LG0759'AT ABOUT THE SAME ELEVATION AS THE STATION.
 LG0759'
 LG0759'REFERENCE MARK NUMBER THREE, A STANDARD DISK STAMPED CATTLE NO
 LG0759'3 1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL
 LG0759'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND, IS 69.6
 LG0759'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 15, 1.2 FEET EAST OF
 LG0759'THE EAST RIGHT-OF-WAY FENCE AND 3.0 FEET NORTHWEST OF A FENCE
 LG0759'INTERSECTION, AT ABOUT THE SAME ELEVATION AS THE STATION.
 LG0759'
 LG0759'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CATTLE
 LG0759'AZI 1935 RESET 1956 CEMENTED IN THE TOP OF A 10-INCH-SQUARE
 LG0759'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 LG0759'GROUND, IS 1.2 FEET EAST OF A NORTH-SOUTH FENCE, 2.3 FEET
 LG0759'NORTHEAST OF TELEPHONE POLE NUMBER 9, AND 69.2 FEET WEST OF THE
 LG0759'CENTER OF STATE HIGHWAY 15.
 LG0759
 LG0759                          STATION RECOVERY (1967)
 LG0759
 LG0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0759'DESCRIPTION IS ADEQUATE.
 LG0759'
 LG0759'STATION MARK, AZIMUTH MARK, RM NO. 1, AND RM NO. 3 FOUND IN
 LG0759'GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0227 ***********************************************************************
 ML0227  DESIGNATION -  CC 13
 ML0227  PID         -  ML0227
 ML0227  STATE/COUNTY-  NE/NANCE
 ML0227  COUNTRY     -  US
 ML0227  USGS QUAD   -  BELGRADE SW (2017)
 ML0227
 ML0227                         *CURRENT SURVEY CONTROL
 ML0227  ______________________________________________________________________
 ML0227* NAD 83(1986) POSITION- 41 18 29.     (N) 098 10 29.     (W)   SCALED
 ML0227* NAVD 88 ORTHO HEIGHT -   543.608 (meters)     1783.49  (feet) ADJUSTED
 ML0227  ______________________________________________________________________
 ML0227  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 ML0227  DYNAMIC HEIGHT  -        543.348 (meters)     1782.63  (feet) COMP
 ML0227  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 ML0227
 ML0227  VERT ORDER      -  SECOND    CLASS 0
 ML0227
 ML0227.The horizontal coordinates were scaled from a map and have
 ML0227.an estimated accuracy of +/- 6 seconds.
 ML0227
 ML0227.The orthometric height was determined by differential leveling and
 ML0227.adjusted by the NATIONAL GEODETIC SURVEY
 ML0227.in June 1991.
 ML0227
 ML0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0227.GEOID18 height accuracy estimate available here.
 ML0227
 ML0227.Click photographs - Photos may exist for this station.
 ML0227
 ML0227.The dynamic height is computed by dividing the NAVD 88
 ML0227.geopotential number by the normal gravity value computed on the
 ML0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0227.degrees latitude (g = 980.6199 gals.).
 ML0227
 ML0227.The modeled gravity was interpolated from observed gravity values.
 ML0227
 ML0227;                    North         East    Units  Estimated Accuracy
 ML0227;SPC NE       -   165,340.      652,790.      MT  (+/- 180 meters Scaled)
 ML0227
 ML0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690732(NAD 83)
 ML0227
 ML0227                          SUPERSEDED SURVEY CONTROL
 ML0227
 ML0227  NGVD 29 (??/??/92)  543.378  (m)         1782.73   (f) ADJ UNCH    2 0
 ML0227
 ML0227.Superseded values are not recommended for survey control.
 ML0227
 ML0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0227.See file dsdata.pdf to determine how the superseded data were derived.
 ML0227
 ML0227_MARKER: DD = SURVEY DISK
 ML0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0227_STAMPING: CC 13
 ML0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0227+STABILITY: SURFACE MOTION
 ML0227
 ML0227  HISTORY     - Date     Condition        Report By
 ML0227  HISTORY     - UNK      MONUMENTED       BOR
 ML0227  HISTORY     - 1950     GOOD             CGS
 ML0227
 ML0227                          STATION DESCRIPTION
 ML0227
 ML0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0227'12.3 MI E FROM CUSHING.
 ML0227'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0227'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 5.4
 ML0227'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 100 FEET
 ML0227'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 49 FEET NORTH
 ML0227'OF THE CENTER LINE OF THE ROAD LEADING WEST, 48 FEET EAST OF
 ML0227'THE CENTER OF A GATE, 90 FEET NORTHEAST OF BENCH MARK 10-64
 ML0227'(U.S.B.R.), 6 FEET EAST OF A POWER POLE, 0.5 FOOT SOUTH OF A
 ML0227'FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0227'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0238 ***********************************************************************
 ML0238  DESIGNATION -  CC 19
 ML0238  PID         -  ML0238
 ML0238  STATE/COUNTY-  NE/NANCE
 ML0238  COUNTRY     -  US
 ML0238  USGS QUAD   -  BELGRADE SE (2017)
 ML0238
 ML0238                         *CURRENT SURVEY CONTROL
 ML0238  ______________________________________________________________________
 ML0238* NAD 83(1986) POSITION- 41 19 47.     (N) 098 03 33.     (W)   SCALED
 ML0238* NAVD 88 ORTHO HEIGHT -   514.720 (meters)     1688.71  (feet) ADJUSTED
 ML0238  ______________________________________________________________________
 ML0238  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 ML0238  DYNAMIC HEIGHT  -        514.476 (meters)     1687.91  (feet) COMP
 ML0238  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 ML0238
 ML0238  VERT ORDER      -  SECOND    CLASS 0
 ML0238
 ML0238.The horizontal coordinates were scaled from a map and have
 ML0238.an estimated accuracy of +/- 6 seconds.
 ML0238
 ML0238.The orthometric height was determined by differential leveling and
 ML0238.adjusted by the NATIONAL GEODETIC SURVEY
 ML0238.in June 1991.
 ML0238
 ML0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0238.GEOID18 height accuracy estimate available here.
 ML0238
 ML0238.Click photographs - Photos may exist for this station.
 ML0238
 ML0238.The dynamic height is computed by dividing the NAVD 88
 ML0238.geopotential number by the normal gravity value computed on the
 ML0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0238.degrees latitude (g = 980.6199 gals.).
 ML0238
 ML0238.The modeled gravity was interpolated from observed gravity values.
 ML0238
 ML0238;                    North         East    Units  Estimated Accuracy
 ML0238;SPC NE       -   167,960.      662,410.      MT  (+/- 180 meters Scaled)
 ML0238
 ML0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL787757(NAD 83)
 ML0238
 ML0238                          SUPERSEDED SURVEY CONTROL
 ML0238
 ML0238  NGVD 29 (??/??/92)  514.495  (m)         1687.97   (f) ADJ UNCH    2 0
 ML0238
 ML0238.Superseded values are not recommended for survey control.
 ML0238
 ML0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0238.See file dsdata.pdf to determine how the superseded data were derived.
 ML0238
 ML0238_MARKER: DD = SURVEY DISK
 ML0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0238_STAMPING: CC 19
 ML0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0238+STABILITY: SURFACE MOTION
 ML0238
 ML0238  HISTORY     - Date     Condition        Report By
 ML0238  HISTORY     - UNK      MONUMENTED       BOR
 ML0238  HISTORY     - 1950     GOOD             CGS
 ML0238
 ML0238                          STATION DESCRIPTION
 ML0238
 ML0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0238'6.5 MI SW FROM FULLERTON.
 ML0238'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0238'FULLERTON, THENCE 5.3 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0238'ON THE OUTSIDE OF A CURVE IN THE ROAD, 110 FEET SOUTHEAST OF A
 ML0238'FARMHOUSE, IN THE SOUTHEAST CORNER OF A GARDEN, 123 FEET
 ML0238'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 20 FEET WEST
 ML0238'OF THE CENTER LINE OF A PRIVATE DRIVEWAWY, 13 FEET NORTHWEST
 ML0238'OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE CORNER,
 ML0238'0.5 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0238'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0198 ***********************************************************************
 ML0198  DESIGNATION -  CC 2
 ML0198  PID         -  ML0198
 ML0198  STATE/COUNTY-  NE/HOWARD
 ML0198  COUNTRY     -  US
 ML0198  USGS QUAD   -  WOLBACH SW (2017)
 ML0198
 ML0198                         *CURRENT SURVEY CONTROL
 ML0198  ______________________________________________________________________
 ML0198* NAD 83(1986) POSITION- 41 17 08.     (N) 098 24 09.     (W)   SCALED
 ML0198* NAVD 88 ORTHO HEIGHT -   549.387 (meters)     1802.45  (feet) ADJUSTED
 ML0198  ______________________________________________________________________
 ML0198  GEOID HEIGHT    -        -24.651 (meters)                     GEOID18
 ML0198  DYNAMIC HEIGHT  -        549.113 (meters)     1801.55  (feet) COMP
 ML0198  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 ML0198
 ML0198  VERT ORDER      -  SECOND    CLASS 0
 ML0198
 ML0198.The horizontal coordinates were scaled from a map and have
 ML0198.an estimated accuracy of +/- 6 seconds.
 ML0198
 ML0198.The orthometric height was determined by differential leveling and
 ML0198.adjusted by the NATIONAL GEODETIC SURVEY
 ML0198.in June 1991.
 ML0198
 ML0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0198.GEOID18 height accuracy estimate available here.
 ML0198
 ML0198.Click photographs - Photos may exist for this station.
 ML0198
 ML0198.The dynamic height is computed by dividing the NAVD 88
 ML0198.geopotential number by the normal gravity value computed on the
 ML0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0198.degrees latitude (g = 980.6199 gals.).
 ML0198
 ML0198.The modeled gravity was interpolated from observed gravity values.
 ML0198
 ML0198;                    North         East    Units  Estimated Accuracy
 ML0198;SPC NE       -   162,470.      633,770.      MT  (+/- 180 meters Scaled)
 ML0198
 ML0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL500706(NAD 83)
 ML0198
 ML0198                          SUPERSEDED SURVEY CONTROL
 ML0198
 ML0198  NGVD 29 (??/??/92)  549.146  (m)         1801.66   (f) ADJ UNCH    2 0
 ML0198
 ML0198.Superseded values are not recommended for survey control.
 ML0198
 ML0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0198.See file dsdata.pdf to determine how the superseded data were derived.
 ML0198
 ML0198_MARKER: DD = SURVEY DISK
 ML0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0198_STAMPING: CC 2
 ML0198_PROJECTION: FLUSH
 ML0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0198+STABILITY: SURFACE MOTION
 ML0198
 ML0198  HISTORY     - Date     Condition        Report By
 ML0198  HISTORY     - UNK      MONUMENTED       BOR
 ML0198  HISTORY     - 1950     GOOD             CGS
 ML0198
 ML0198                          STATION DESCRIPTION
 ML0198
 ML0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0198'2.5 MI SW FROM CUSHING.
 ML0198'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0198'AT CUSHING, 150 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0198'SOUTH ROAD, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ML0198'FARMHOUSE, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0198'0.5 FOOT WEST OF A WITNESS POST, 15 FEET EAST OF THE CENTER
 ML0198'LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST
 ML0198'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4152 ***********************************************************************
 AB4152  SACS        -  This is a Secondary Airport Control Station.
 AB4152  DESIGNATION -  CDR C
 AB4152  PID         -  AB4152
 AB4152  STATE/COUNTY-  NE/DAWES
 AB4152  COUNTRY     -  US
 AB4152  USGS QUAD   -  CHADRON WEST (2017)
 AB4152
 AB4152                         *CURRENT SURVEY CONTROL
 AB4152  ______________________________________________________________________
 AB4152* NAD 83(2011) POSITION- 42 50 36.73991(N) 103 05 28.74016(W)   ADJUSTED
 AB4152* NAD 83(2011) ELLIP HT-   980.312 (meters)        (06/27/12)   ADJUSTED
 AB4152* NAD 83(2011) EPOCH   -  2010.00
 AB4152* NAVD 88 ORTHO HEIGHT -   998.20  (meters)     3274.9   (feet) GPS OBS
 AB4152  ______________________________________________________________________
 AB4152  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4152  GEOID HEIGHT    -        -17.848 (meters)                     GEOID96
 AB4152  GEOID HEIGHT    -        -17.946 (meters)                     GEOID18
 AB4152  NAD 83(2011) X  - -1,061,058.571 (meters)                     COMP
 AB4152  NAD 83(2011) Y  - -4,562,759.888 (meters)                     COMP
 AB4152  NAD 83(2011) Z  -  4,315,440.207 (meters)                     COMP
 AB4152  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AB4152
 AB4152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4152  Standards:
 AB4152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4152  -------------------------------------------------------------------
 AB4152  NETWORK    0.60   1.12           0.28   0.19   0.57     -0.09937145
 AB4152  -------------------------------------------------------------------
 AB4152  Click here for local accuracies and other accuracy information.
 AB4152
 AB4152.This mark is at Chadron Municipal Airport (CDR)
 AB4152
 AB4152.The horizontal coordinates were established by GPS observations
 AB4152.and adjusted by the National Geodetic Survey in June 2012.
 AB4152
 AB4152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4152.been affixed to the stable North American tectonic plate. See 
 AB4152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4152
 AB4152.The horizontal coordinates are valid at the epoch date displayed above
 AB4152.which is a decimal equivalence of Year/Month/Day.
 AB4152
 AB4152.The orthometric height was determined by GPS observations and a
 AB4152.high-resolution geoid model.
 AB4152
 AB4152.GPS derived orthometric heights for airport stations designated as
 AB4152.PACS or SACS are published to 2 decimal places.  This maintains
 AB4152.centimeter relative accuracy between the PACS and SACS.  It does
 AB4152.not indicate centimeter accuracy relative to other marks which are
 AB4152.part of the published vertical control network.
 AB4152
 AB4152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4152.GEOID18 height accuracy estimate available here.
 AB4152
 AB4152.Click photographs - Photos may exist for this station.
 AB4152
 AB4152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4152
 AB4152.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4152
 AB4152.The ellipsoidal height was determined by GPS observations
 AB4152.and is referenced to NAD 83.
 AB4152
 AB4152. The following values were computed from the NAD 83(2011) position.
 AB4152
 AB4152;                    North         East     Units Scale Factor Converg.
 AB4152;SPC NE       -   338,757.367   247,363.430   MT  0.99993200   -2 02 55.0
 AB4152;SPC NE       - 1,111,406.46    811,558.19   sFT  0.99993200   -2 02 55.0
 AB4152;UTM  13      - 4,745,207.201   655,970.007   MT  0.99989928   +1 17 53.4
 AB4152
 AB4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4152!SPC NE       -   0.99984628  x   0.99993200  =   0.99977830
 AB4152!UTM  13      -   0.99984628  x   0.99989928  =   0.99974558
 AB4152
 AB4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5597045207(NAD 83)
 AB4152
 AB4152                          SUPERSEDED SURVEY CONTROL
 AB4152
 AB4152  NAD 83(2007)-  42 50 36.73973(N)    103 05 28.74127(W) AD(2002.00) 0
 AB4152  ELLIP H (02/10/07)  980.338  (m)                       GP(2002.00)    
 AB4152  ELLIP H (01/08/02)  980.279  (m)                       GP(       ) 5 2
 AB4152  NAD 83(1995)-  42 50 36.73903(N)    103 05 28.74158(W) AD(       ) 1
 AB4152  ELLIP H (09/17/98)  980.335  (m)                       GP(       ) 5 2
 AB4152
 AB4152.Superseded values are not recommended for survey control.
 AB4152
 AB4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4152.See file dsdata.pdf to determine how the superseded data were derived.
 AB4152
 AB4152_MARKER: DD = SURVEY DISK
 AB4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4152_STAMPING: CDR C 1994
 AB4152_MARK LOGO: NOS
 AB4152_PROJECTION: FLUSH
 AB4152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4152+STABILITY: SURFACE MOTION
 AB4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4152+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1997
 AB4152
 AB4152  HISTORY     - Date     Condition        Report By
 AB4152  HISTORY     - 1994     MONUMENTED       NOS
 AB4152  HISTORY     - 19940615 GOOD             NGS
 AB4152  HISTORY     - 19950826 GOOD             NGS
 AB4152  HISTORY     - 19970718 GOOD             NGS
 AB4152
 AB4152                          STATION DESCRIPTION
 AB4152
 AB4152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB4152'THE STATION IS LOCATED IN THE SECTION OF THE AIRPORT ATOP A SLIGHT
 AB4152'RIDGE.  183 FT (55.8 M) NW OF THE NW EDGE OF RUNWAY 2-20, 57.2 FT
 AB4152'(17.4 M) SE OF A FENCE, 215 FT (65.5 M) SOUTH OF A T INTERSECTION IN A
 AB4152'FENCE, 300.2 FT (91.5 M) WEST OF A FENCE CORNER.  THE MARK IS A
 AB4152'STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AB4152'THE DISK IS STAMPED CDR C 1994.
 AB4152
 AB4152                          STATION RECOVERY (1995)
 AB4152
 AB4152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4152'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 AB4152'WHITNEY, 5.0 MI (8.0 KM) WEST OF CHADRON AND AT THE CHADRON MUNICIPAL
 AB4152'AIRPORT.  OWNERSHIP--CITY OF CHADRON, CITY HALL, 234 MAIN STREET,
 AB4152'CHADRON NE 69337.  AIRPORT MANAGER IS BUID KRAEMER, PHONE (308)
 AB4152'432-4444.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 385
 AB4152'SOUTH AND 20 ON THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20/385
 AB4152'FOR 2.2 MI (3.5 KM) TO A FORK RIGHT (US 385 NORTH), CONTINUE AHEAD AND
 AB4152'GO WEST ON US HIGHWAY 20 FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT
 AB4152'(JUST AFTER CROSSING A BRIDGE), TURN RIGHT AND GO WEST FOLLOWING THE
 AB4152'PAVED ROAD FOR 0.95 MI (1.53 KM) TO THE AIRPORT ENTRANCE RIGHT, TURN
 AB4152'RIGHT, THEN LEFT AND GO WESTERLY ON A GRAVEL ROAD PASSING SOUTH AND
 AB4152'WEST OF A HANGAR FOR 0.1 MI (0.2 KM) TO A GATE AND THE APRON AHEAD,
 AB4152'PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON FOR
 AB4152'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE
 AB4152'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHEAST
 AB4152'ON THE RUNWAY FOR 0.15 MI (0.24 KM) TO A CROSS RUNWAY, CONTINUE AHEAD
 AB4152'AND GO NORTHEAST ON THE RUNWAY FOR 0.7 MI (1.1 KM) TO THE STATION ATOP
 AB4152'A SLIGHT RIDGE ON THE LEFT.  THE STATION IS ABOUT 4.0 FT (1.2 M)
 AB4152'HIGHER THAN THE RUNWAY, 233.0 FT (71.0 M) NORTHWEST OF THE RUNWAY
 AB4152'CENTER, 212.5 FT (64.8 M) NORTH-NORTHWEST FROM A RUNWAY LIGHT (59),
 AB4152'188.5 FT (57.5 M) WEST-NORTHWEST FROM A RUNWAY LIGHT (61), 57.2 FT
 AB4152'(17.4 M) SOUTHEAST OF A WITNESS POST SET IN A FENCE LINE, 1.2 FT (0.4
 AB4152'M) SOUTHWEST OF A WITNESS POST AND 1.1 FT (0.3 M) NORTHEAST OF A
 AB4152'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4152
 AB4152                          STATION RECOVERY (1997)
 AB4152
 AB4152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1916 ***********************************************************************
 MK1916  DESIGNATION -  CEDAR
 MK1916  PID         -  MK1916
 MK1916  STATE/COUNTY-  NE/YORK
 MK1916  COUNTRY     -  US
 MK1916  USGS QUAD   -  DURANT (2017)
 MK1916
 MK1916                         *CURRENT SURVEY CONTROL
 MK1916  ______________________________________________________________________
 MK1916* NAD 83(1995) POSITION- 41 01 02.63847(N) 097 41 22.07090(W)   ADJUSTED
 MK1916* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 MK1916  ______________________________________________________________________
 MK1916  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 MK1916  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MK1916  HORZ ORDER      -  FIRST
 MK1916
 MK1916.The horizontal coordinates were established by classical geodetic methods
 MK1916.and adjusted by the National Geodetic Survey in August 1997.
 MK1916
 MK1916.The orthometric height was scaled from a topographic map.
 MK1916
 MK1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1916.GEOID18 height accuracy estimate available here.
 MK1916
 MK1916.Click photographs - Photos may exist for this station.
 MK1916
 MK1916.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1916
 MK1916. The following values were computed from the NAD 83(1995) position.
 MK1916
 MK1916;                    North         East     Units Scale Factor Converg.
 MK1916;SPC NE       -   134,058.550   694,263.772   MT  0.99969470   +1 31 52.3
 MK1916;SPC NE       -   439,823.76  2,277,763.73   sFT  0.99969470   +1 31 52.3
 MK1916;UTM  14      - 4,541,515.716   610,190.434   MT  0.99974944   +0 51 36.6
 MK1916
 MK1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1916!SPC NE       -   0.99992106  x   0.99969470  =   0.99961578
 MK1916!UTM  14      -   0.99992106  x   0.99974944  =   0.99967052
 MK1916
 MK1916:                Primary Azimuth Mark                     Grid Az
 MK1916:SPC NE       -  CEDAR AZ MK                              280 44 42.6
 MK1916:UTM  14      -  CEDAR AZ MK                              281 24 58.3
 MK1916
 MK1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1019041515(NAD 83)
 MK1916
 MK1916|---------------------------------------------------------------------|
 MK1916| PID    Reference Object                     Distance      Geod. Az  |
 MK1916|                                                           dddmmss.s |
 MK1916| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX.13.3 KM 0361724.6 |
 MK1916| DQ7051 CEDAR RM 1                           25.500 METERS 03645     |
 MK1916| MK1917 CEDAR RM 3                           29.585 METERS 04521     |
 MK1916| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.15.6 KM 1980107.1 |
 MK1916| DQ7053 CEDAR AZ MK                                        2821634.9 |
 MK1916| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.18.0 KM 2922812.2 |
 MK1916| MK1924 POLK MUNICIPAL TANK                 APPROX.10.0 KM 3073817.3 |
 MK1916| DQ7052 CEDAR RM 2                           28.510 METERS 31522     |
 MK1916| CN8091 CEDAR RM 4                           21.323 METERS 34341     |
 MK1916|---------------------------------------------------------------------|
 MK1916
 MK1916                          SUPERSEDED SURVEY CONTROL
 MK1916
 MK1916  NAD 83(1986)-  41 01 02.64727(N)    097 41 22.07377(W) AD(       ) 1
 MK1916  NAD 27      -  41 01 02.59400(N)    097 41 20.87500(W) AD(       ) 1
 MK1916
 MK1916.Superseded values are not recommended for survey control.
 MK1916
 MK1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1916.See file dsdata.pdf to determine how the superseded data were derived.
 MK1916
 MK1916_MARKER: DS = TRIANGULATION STATION DISK
 MK1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1916_STAMPING: CEDAR 1950
 MK1916_MARK LOGO: CGS
 MK1916_PROJECTION: RECESSED 45 CENTIMETERS
 MK1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1916+STABILITY: SURFACE MOTION
 MK1916
 MK1916  HISTORY     - Date     Condition        Report By
 MK1916  HISTORY     - 1950     MONUMENTED       CGS
 MK1916  HISTORY     - 1966     GOOD             CGS
 MK1916
 MK1916                          STATION DESCRIPTION
 MK1916
 MK1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1916'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF
 MK1916'BENEDICT, 6-1/2 MILES SOUTHEAST OF POLK, ALONG THE SOUTH SIDE OF A
 MK1916'DIRT ROAD AND IN FRONT OF A VACANT FARM HOUSE.  IT IS 100 FEET
 MK1916'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 38 FEET
 MK1916'SOUTH OF THE CENTERLINE OF THE ROAD AND 23 FEET NORTH-NORTHEAST OF
 MK1916'THE EAST ONE OF TWO CEDAR TREES.  THE MARK IS 12 INCHES BELOW THE
 MK1916'SURFACE OF THE GROUND AND THE DISK IS STAMPED CEDAR 1950.
 MK1916'
 MK1916'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MK1916'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 MK1916'INCHES AND THE DISK IS STAMPED CEDAR NO 1 1950.
 MK1916'
 MK1916'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MK1916'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 MK1916'INCHES AND THE DISK IS STAMPED CEDAR NO 2 1950.
 MK1916'
 MK1916'AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF A NORTH AND SOUTH
 MK1916'ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF THE
 MK1916'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MK1916'STAMPED CEDAR 1950.
 MK1916'
 MK1916'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY 66 IN
 MK1916'POLK, GO EAST ON HIGHWAY 66 FOR 4.7 MILES TO CROSSROADS, TURN RIGHT
 MK1916'(SOUTH) 4.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 MK1916'0.05 MILE TO CROSSROADS, TURN LEFT (EAST) 0.2 MILE TO TOP OF GRADE
 MK1916'AND A FARM HOUSE ON THE RIGHT WITH TWO LONE CEDAR TREES.  THE
 MK1916'STATION IS JUST NORTH-NORTHEAST OF THE EAST TREE.
 MK1916'
 MK1916'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MK1916
 MK1916                          STATION RECOVERY (1966)
 MK1916
 MK1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1916'STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MK1916'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND LAYING ON TOP OF THE
 MK1916'GROUND.  THEREFORE REFERENCE MARKS NO. 3 AND NO. 4 WERE
 MK1916'ESTABLISHED.  THE VACANT HOUSE MENTIONED IN THE 1950 DESCRIPTION
 MK1916'IS NO LONGER THERE.  THE LOCATION AND ROUTE TO THE STATION WERE
 MK1916'FOUND CORRECT.
 MK1916'
 MK1916'STATION, IS 34-1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF GRAVELED
 MK1916'ROAD, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET SOUTHEAST OF
 MK1916'WITNESS POST AND 2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 MK1916'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 12X12 INCH
 MK1916'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE SURFACE OF THE
 MK1916'GROUND.  THE DISK IS STAMPED CEDAR 1950.
 MK1916'
 MK1916'AZIMUTH MARK, IS 52 FEET NORTH OF TELEPHONE POLE, 32 FEET EAST OF
 MK1916'THE APPROXIMATE CENTER OF GRAVELED ROAD, 3 FEET SOUTH OF WOODEN
 MK1916'WITNESS POST, 2 FEET NORTH-NORTHWEST OF METAL WITNESS POST WITH
 MK1916'SIGN AND 1 FOOT WEST OF FENCELINE.  IT IS MARKED BY A STANDARD
 MK1916'AZIMUTH MARK DISK SET IN THE TOP OF A 12X12 INCH CONCRETE
 MK1916'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 MK1916'IS STAMPED CEDAR 1950.
 MK1916'
 MK1916'REFERENCE MARK NO. 4, IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 MK1916'GRAVELED ROAD AND 1.5 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 MK1916'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 MK1916'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1916'THE DISK IS STAMPED CEDAR NO 4 1950 1966.
 MK1916'
 MK1916'REFERENCE MARK NO. 3, IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 MK1916'GRAVELED ROAD AND 0.5 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 MK1916'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 MK1916'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1916'THE DISK IS STAMPED CEDAR NO 3 1950 1966.
 MK1916'
 MK1916'A TOWER COULD NOT BE ERECTED OVER THE STATION MARK AT THIS TIME DUE
 MK1916'TO TELEPHONE LINE.  REFERENCE MARK NO. 3 WAS OCCUPIED AT THIS
 MK1916'TIME.
 MK1916'
 MK1916'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 3, DISTANCE
 MK1916'BEING 29.587 METERS OR 97.07 FEET.
 MK1916'
 MK1916'DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IS
 MK1916'27.028 METERS OR 88.67 FEET.
 MK1916'
 MK1916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MK1916'WEST-SOUTHWEST OF BENIDICT.
 MK1916'
 MK1916'HEIGHT OF TRIPOD ABOVE STATION MARK 4.82 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1750 ***********************************************************************
 NM1750  DESIGNATION -  CEDAR
 NM1750  PID         -  NM1750
 NM1750  STATE/COUNTY-  NE/CEDAR
 NM1750  COUNTRY     -  US
 NM1750  USGS QUAD   -  HARTINGTON (2017)
 NM1750
 NM1750                         *CURRENT SURVEY CONTROL
 NM1750  ______________________________________________________________________
 NM1750* NAD 83(1995) POSITION- 42 35 32.00858(N) 097 18 53.35330(W)   ADJUSTED
 NM1750* NAVD 88 ORTHO HEIGHT -   509.    (meters)     1670.    (feet) SCALED
 NM1750  ______________________________________________________________________
 NM1750  GEOID HEIGHT    -        -25.529 (meters)                     GEOID18
 NM1750  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 NM1750  HORZ ORDER      -  FIRST
 NM1750
 NM1750.The horizontal coordinates were established by classical geodetic methods
 NM1750.and adjusted by the National Geodetic Survey in August 1997.
 NM1750
 NM1750.The orthometric height was scaled from a topographic map.
 NM1750
 NM1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1750.GEOID18 height accuracy estimate available here.
 NM1750
 NM1750.Click photographs - Photos may exist for this station.
 NM1750
 NM1750.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1750
 NM1750. The following values were computed from the NAD 83(1995) position.
 NM1750
 NM1750;                    North         East     Units Scale Factor Converg.
 NM1750;SPC NE       -   309,747.441   720,323.483   MT  0.99983866   +1 46 46.1
 NM1750;SPC NE       - 1,016,229.73  2,363,261.29   sFT  0.99983866   +1 46 46.1
 NM1750;UTM  14      - 4,716,909.939   638,262.740   MT  0.99983520   +1 08 26.4
 NM1750
 NM1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1750!SPC NE       -   0.99992415  x   0.99983866  =   0.99976282
 NM1750!UTM  14      -   0.99992415  x   0.99983520  =   0.99975936
 NM1750
 NM1750:                Primary Azimuth Mark                     Grid Az
 NM1750:SPC NE       -  CEDAR AZ MK                              170 21 06.6
 NM1750:UTM  14      -  CEDAR AZ MK                              170 59 26.3
 NM1750
 NM1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3826216909(NAD 83)
 NM1750
 NM1750|---------------------------------------------------------------------|
 NM1750| PID    Reference Object                     Distance      Geod. Az  |
 NM1750|                                                           dddmmss.s |
 NM1750| NM1749 HARTINGTON MUNICIPAL TANK           APPROX. 4.6 KM 0464741.1 |
 NM1750| CO2814 CEDAR RM 1                                         07516     |
 NM1750| CO2815 CEDAR RM 2                                         10336     |
 NM1750| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.13.0 KM 1380011.9 |
 NM1750| CO2813 CEDAR AZ MK                                        1720752.7 |
 NM1750|---------------------------------------------------------------------|
 NM1750
 NM1750                          SUPERSEDED SURVEY CONTROL
 NM1750
 NM1750  NAD 83(1986)-  42 35 32.01517(N)    097 18 53.34533(W) AD(       ) 1
 NM1750  NAD 27      -  42 35 32.01400(N)    097 18 52.14500(W) AD(       ) 1
 NM1750
 NM1750.Superseded values are not recommended for survey control.
 NM1750
 NM1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1750.See file dsdata.pdf to determine how the superseded data were derived.
 NM1750
 NM1750_MARKER: DS = TRIANGULATION STATION DISK
 NM1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1750_STAMPING: CEDAR 1935
 NM1750_MARK LOGO: CGS
 NM1750_PROJECTION: RECESSED 25 CENTIMETERS
 NM1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1750+STABILITY: SURFACE MOTION
 NM1750
 NM1750  HISTORY     - Date     Condition        Report By
 NM1750  HISTORY     - 1935     MONUMENTED       CGS
 NM1750  HISTORY     - 1940     GOOD             CGS
 NM1750
 NM1750                          STATION DESCRIPTION
 NM1750
 NM1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1750'STATION IS LOCATED IN SEC. 9, T. 30 N., R. 1 E., ABOUT 2-1/2
 NM1750'MILES SOUTH AND 2-1/2 MILES WEST OF HARTINGTON, ON PROPERTY
 NM1750'OWNED BY MR. BRANDOW.
 NM1750'
 NM1750'TO REACH FROM THE HARTINGTON HOTEL IN HARTINGTON, GO WEST
 NM1750'FOR 0.2 MILE, TURN LEFT (SOUTH) ONTO STATE HIGHWAY 84, GO
 NM1750'0.6 MILE, TURN RIGHT (WEST) GO 1.0 MILE, TURN LEFT (SOUTH),
 NM1750'GO 1.5 MILES, TURN RIGHT (WEST) THROUGH GATE AT FENCE CORNER
 NM1750'AND ACROSS CULTIVATED FIELD, GO 0.35 MILE TO TOP OF HIGH
 NM1750'PROMINENT KNOLL AND STATION.  MARK IS 10 INCHES BELOW SURFACE.
 NM1750'UNDERGROUND MARK IS 34 INCHES BELOW SURFACE.
 NM1750'
 NM1750'REFERENCE MARK NO. 1 IS 0.3 MILE EAST BY NORTH OF STATION,
 NM1750'IN FENCE LINE, 1 FOOT EAST OF FENCE, 40 FEET WEST OF CENTERLINE
 NM1750'OF ROAD, AND PROJECTS 4 INCHES.
 NM1750'
 NM1750'REFERENCE MARK NO. 2 IS 0.3 MILE EAST BY SOUTH OF STATION,
 NM1750'IN FENCE LINE, 1 FOOT WEST OF FENCE, 45 FEET WEST OF CENTERLINE
 NM1750'OF ROAD, 85 FEET NORTH OF FENCE CORNER, AND PROJECTS 4 INCHES
 NM1750'
 NM1750'AZIMUTH MARK IS SOUTH BY EAST OF STATION.  TO REACH, GO 0.35
 NM1750'MILE ACROSS FIELD TO ROAD, TURN RIGHT (SOUTH), GO 2.1 MILES TO
 NM1750'MARK ON LEFT (EAST).  MARK IS 1 FOOT WEST OF FENCE, 30 FEET
 NM1750'EAST OF CENTERLINE OF ROAD, 55 FEET SOUTH OF FENCE CORNER, AND
 NM1750'PROJECTS 6 INCHES.
 NM1750'
 NM1750'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NM1750
 NM1750                          STATION RECOVERY (1940)
 NM1750
 NM1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1750'STATION RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  ALL MARKS
 NM1750'FOUND IN GOOD CONDITION.
 NM1750'
 NM1750'DUE TO SLIGHT CHANGES IN HIGHWAYS, A NEW DESCRIPTION TO REACH
 NM1750'STATION IS NECESSARY.
 NM1750'
 NM1750'TO REACH STATION FROM THE HARTINGTON HOTEL IN HARTINGTON,
 NM1750'GO WEST 0.2 MILE TO STATE HIGHWAY 84, TURN LEFT (SOUTH) ON
 NM1750'STATE HIGHWAY 84 AND GO 0.6 MILE TO A CURVE TO THE RIGHT
 NM1750'(WEST), TURN RIGHT AND GO 2 MILES TO A DIRT ROAD LEFT (SOUTH),
 NM1750'TURN LEFT AND GO 1.5 MILES TO A GATE AT A FENCE CORNER ON
 NM1750'THE RIGHT (WEST) SIDE OF THE ROAD, TURN THROUGH GATE AND GO 0.35
 NM1750'MILE ACROSS CULTIVATED FIELD TO THE TOP OF A HIGH PROMINENT
 NM1750'KNOLL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1042 ***********************************************************************
 ML1042  DESIGNATION -  CEDAR RESET
 ML1042  PID         -  ML1042
 ML1042  STATE/COUNTY-  NE/BOONE
 ML1042  COUNTRY     -  US
 ML1042  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML1042
 ML1042                         *CURRENT SURVEY CONTROL
 ML1042  ______________________________________________________________________
 ML1042* NAD 83(1995) POSITION- 41 36 11.23231(N) 098 05 25.45487(W)   ADJUSTED
 ML1042* NAVD 88 ORTHO HEIGHT -   607.4   (meters)     1993.    (feet) VERTCON
 ML1042  ______________________________________________________________________
 ML1042  GEOID HEIGHT    -        -24.534 (meters)                     GEOID18
 ML1042  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 ML1042  HORZ ORDER      -  FIRST
 ML1042
 ML1042.The horizontal coordinates were established by classical geodetic methods
 ML1042.and adjusted by the National Geodetic Survey in August 1997.
 ML1042
 ML1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1042
 ML1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1042.GEOID18 height accuracy estimate available here.
 ML1042
 ML1042.Click photographs - Photos may exist for this station.
 ML1042
 ML1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1042
 ML1042. The following values were computed from the NAD 83(1995) position.
 ML1042
 ML1042;                    North         East     Units Scale Factor Converg.
 ML1042;SPC NE       -   198,248.482   659,123.692   MT  0.99966003   +1 15 55.7
 ML1042;SPC NE       -   650,420.23  2,162,474.98   sFT  0.99966003   +1 15 55.7
 ML1042;UTM  14      - 4,606,112.129   575,797.222   MT  0.99967070   +0 36 14.3
 ML1042
 ML1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1042!SPC NE       -   0.99990858  x   0.99966003  =   0.99956864
 ML1042!UTM  14      -   0.99990858  x   0.99967070  =   0.99957931
 ML1042
 ML1042:                Primary Azimuth Mark                     Grid Az
 ML1042:SPC NE       -  CEDAR RM 1 AZIMUTH                       271 28 18.5
 ML1042:UTM  14      -  CEDAR RM 1 AZIMUTH                       272 07 59.9
 ML1042
 ML1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7579706112(NAD 83)
 ML1042
 ML1042|---------------------------------------------------------------------|
 ML1042| PID    Reference Object                     Distance      Geod. Az  |
 ML1042|                                                           dddmmss.s |
 ML1042| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX.10.5 KM 0424938.0 |
 ML1042| MK1954 ALBION TV STA KHQL MAST             APPROX.19.8 KM 0633958.7 |
 ML1042| MK1952 ST EDWARDS CORNHUSKER REA MAST      APPROX.26.6 KM 0981746.7 |
 ML1042| CN8084 CEDAR RM 1 AZIMUTH                                 2724414.2 |
 ML1042| CN8086 CEDAR RM 3                           29.707 METERS 30507     |
 ML1042| CN8085 CEDAR RM 2                           39.377 METERS 34857     |
 ML1042|---------------------------------------------------------------------|
 ML1042
 ML1042                          SUPERSEDED SURVEY CONTROL
 ML1042
 ML1042  NAD 83(1986)-  41 36 11.23970(N)    098 05 25.46051(W) AD(       ) 1
 ML1042  NAD 27      -  41 36 11.19600(N)    098 05 24.23000(W) AD(       ) 1
 ML1042  NGVD 29 (07/19/86)  607.2    (m)         1992.     (f) VERT ANG       
 ML1042
 ML1042.Superseded values are not recommended for survey control.
 ML1042
 ML1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1042.See file dsdata.pdf to determine how the superseded data were derived.
 ML1042
 ML1042_MARKER: DS = TRIANGULATION STATION DISK
 ML1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1042_STAMPING: CEDAR 1930 1972
 ML1042_MARK LOGO: CGS
 ML1042_PROJECTION: RECESSED 61 CENTIMETERS
 ML1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1042+STABILITY: SURFACE MOTION
 ML1042
 ML1042  HISTORY     - Date     Condition        Report By
 ML1042  HISTORY     - 1930     MONUMENTED       CGS
 ML1042  HISTORY     - 1935     GOOD             NEGS
 ML1042  HISTORY     - 1958     GOOD             CGS
 ML1042  HISTORY     - 1972     SEE DESCRIPTION  NGS
 ML1042
 ML1042                          STATION DESCRIPTION
 ML1042
 ML1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1042'STATION ABOUT 3 MILES E, AND 3 MILES N OF CEDAR RAPIDS, ABOUT
 ML1042'12 MILES W AND 2-1/4 MILES N OF ST. EDWARD NEAR THE CENTER OF
 ML1042'SEC. 23, T 19 N, R 7 W, ON LAND OWNED BY J.W. BENDER AND OCCUPIED
 ML1042'BY J.E. CALDWELL.  THE STATION IS NEAR A FENCE CORNER ON THE
 ML1042'OPPOSITE SIDE OF THE ROAD AND ABOUT 140 FEET FROM MR. CALDWELLS
 ML1042'HOUSE AND ABOUT 40 FEET W OF THE S END OF SOME SHEDS.  THE
 ML1042'STATION IS 88 FEET S OF THE CENTER LINE OF THE 1/2-SECTION-LINE
 ML1042'ROAD.
 ML1042'
 ML1042'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1042'DISKS SET IN CONCRETE.
 ML1042'
 ML1042'REFERENCE MARK NO. 1 IS AN AZIMUTH MARK AND IS LOCATED IN A
 ML1042'FENCE LINE 27.6 FEET N OF THE CENTER LINE OF THE ABOVE ROAD
 ML1042'AND AT A DISTANCE OF ABOUT 0.3 MILE W OF MR. CALDWELLS HOUSE.
 ML1042'REFERENCE MARK NO. 2 IS IN THE SE CORNER OF MR. CALDWELLS
 ML1042'FRONT YARD, 116 FEET W OF HIS WINDMILL PUMP AND 40 FEET N OF THE
 ML1042'CENTER LINE OF THE 1/2 SECTION-LINE ROAD.
 ML1042'
 ML1042'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 ML1042
 ML1042                          STATION RECOVERY (1935)
 ML1042
 ML1042'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1042'STATION RECOVERED AND FOUND IN GOOD CONDITION.  STATION IS
 ML1042'LOCATED NEAR THE NE CORNER OF SW 1/4 OF SEC. 23, T 19 N, R 7 W,
 ML1042'ON LAND OWNED BY MRS. PAULINE PFEIFER AND OCCUPIED BY JAMES
 ML1042'COLDWELL, (NOT CALDWELL), NEAR A FENCE CORNER OPPOSITE MR.
 ML1042'COLDWELLS HOUSE, ABOUT 160 FEET S OF THE HOUSE, 147 FEET W OF THE
 ML1042'N-AND-S HALF-SECTION-LINE FENCE, 88 FEET S OF THE CENTER LINE OF
 ML1042'THE E AND W HALF-SECTION-LINE ROAD, 59 FEET S OF THE FENCE ON
 ML1042'THE S SIDE OF ABOVE ROAD AND 46 FEET W OF THE W FACE OF A CORN
 ML1042'CRIB.
 ML1042'
 ML1042'STATION DISK IN CONCRETE PROJECTING ABOUT 3 INCHES ABOVE
 ML1042'GROUND.
 ML1042'
 ML1042'REFERENCE MARKS ARE STANDARD REFERENCE DISKS.  REFERENCE MARK
 ML1042'NO. 1 PROJECTING ABOUT 1 INCH, AND REFERENCE MARK NO. 2 PROJECTING
 ML1042'ABOUT 6 INCHES ABOVE GROUND.
 ML1042'
 ML1042'REFERENCE MARK NO. 1 IS AT A FENCE LINE, ABOUT 0.4 MILE W OF
 ML1042'THE STATION AND MR. COLDWELLS HOUSE, ABOUT 0.1 MILE E OF THE
 ML1042'W 1/4 CORNER OF SEC. 23, AND 27 FEET N OF THE CENTER LINE OF THE
 ML1042'E AND W HALF-SECTION LINE ROAD.  REFERENCE MARK NO. 2 IS AS
 ML1042'DESCRIBED.
 ML1042
 ML1042                          STATION RECOVERY (1958)
 ML1042
 ML1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1042'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 ML1042'AND FOUND TO BE IN GOOD CONDITION.  A MEASUREMENT TO THE STATION
 ML1042'FROM REFERENCE MARK 2 WAS MADE IN HEAVY WINDS AND IT CHECKED
 ML1042'WITH THE PREVIOUS MEASUREMENT.  A GOOD MEASUREMENT COULD NOT BE
 ML1042'OBTAINED.  A COMPLETE STATION DESCRIPTION FOLLOW TO AID IN
 ML1042'RECOVERY.
 ML1042'
 ML1042'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF SPALDING,
 ML1042'8.0 MILES SOUTHWEST OF ALBION, AND 4.0 MILES NORTHEAST OF CEDAR
 ML1042'RAPIDS.
 ML1042'
 ML1042'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR RAPIDS TO EAST
 ML1042'ON STATE HIGHWAY 56 FOR 1.7 MILES TO WHERE THE HIGHWAY TURNS
 ML1042'TO THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTHERLY FOR 3.0
 ML1042'MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD AND GO EAST
 ML1042'FOR 1.25 MILES TO THE STATION ON THE RIGHT, ACCROSS THE ROAD FROM
 ML1042'A FARM HOUSE.
 ML1042'
 ML1042'THE STATION MARK, A STANDARD DISK STAMPED CEDAR 1930, IS SET
 ML1042'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ML1042'GROUND.  IT IS 140 FEET WEST-SOUTHWEST OF THE WEST GATE POST, AND
 ML1042'59 FEET SOUTH OF AN EAST-WEST FENCE LINE AT A TELEPHONE POLE.
 ML1042'
 ML1042'REFERENCE MARK 1, A STANDARD DISK STAMPED CEDAR NO 1 1930, IS SET
 ML1042'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 ML1042'SURFACE OF THE GROUND.  IT IS 88 FEET WEST OF THE WEST GATE
 ML1042'POST, 58 FEET NORTH-NORTHWEST OF THE SECOND TELEPHONE POLE
 ML1042'EAST OF A T ROAD INTERSECTION, 30 FEET NORTH OF THE APPROXIMATE
 ML1042'CENTERLINE OF A ROAD, AND 0.5 FOOT SOUTH OF AN EAST-WEST
 ML1042'FENCE LINE.  THIS MARK WAS USED FOR AN AZIMUTH MARK.  TO
 ML1042'REACH THE MARK FROM THE STATION GO WEST ON THE ROAD FOR 0.4
 ML1042'MILE TO THE MARK ON THE RIGHT.
 ML1042'
 ML1042'REFERENCE MARK 2, A STANDARD DISK STAMPED CEDAR NO 2 1930, IS
 ML1042'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 FOOT
 ML1042'ABOVE THE GROUND.  IT IS 40 FEET NORTH OF THE APPROXIMATE
 ML1042'CENTERLINE OF THE DIRT ROAD, AND 2 FEET NORTH AND 1 FOOT EAST OF
 ML1042'THE SOUTHEAST CORNER OF THE FENCED-IN FRONT YARD OF THE FARM
 ML1042'HOUSE.
 ML1042
 ML1042                          STATION RECOVERY (1972)
 ML1042
 ML1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1042'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 ML1042'STATION MARK WAS LOWERED AND REFERENCE MARK 3 WAS ESTABLISHED AT
 ML1042'THIS DATE.  THE DISTANCE TO THE REFERENCE MARKS COMPARED
 ML1042'FAVORABLY WITH THE 1930 DATA.  A COMPLETE NEW DESCRIPTION
 ML1042'FOLLOWS--
 ML1042'
 ML1042'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF BOONE,
 ML1042'8 MILES SOUTHWEST OF ALBION, 4 MILES NORTHEAST OF CEDAR RAPIDS,
 ML1042'2.5 MILES NORTH OF STATE HIGHWAY 56 AND ON PROPERTY LEASED BY MR.
 ML1042'G.E. MATSON, CEDAR RAPIDS.
 ML1042'
 ML1042'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR RAPIDS GO
 ML1042'SOUTH ON THE SURFACED STREET FOR 0.5 MILE TO THE JUNCTION OF
 ML1042'STATE HIGHWAYS 52 AND 56.  TURN LEFT AND GO EAST ON STATE
 ML1042'HIGHWAYS 52 AND 56 FOR 1.2 MILES TO THE JUNCTION OF THE HIGHWAYS.
 ML1042'CONTINUE EAST-NORTHEAST ON STATE HIGHWAY 56 FOR 2.9 MILES TO A
 ML1042'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 ML1042'2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 ML1042'GRAVELED ROAD FOR 0.5 MILE TO A GATE.  (CONTINUE WEST ON THE
 ML1042'GRADED ROAD FOR 0.4 MILE TO THE TOP OF THE THIRD RIDGE AND
 ML1042'THE MARK ON THE RIGHT.) TURN LEFT PASSING THROUGH THE GATE AND
 ML1042'THEN TURN RIGHT ALONG THE SOUTH SIDE OF THE FENCE FOR
 ML1042'ABOUT 150 FEET TO THE FIRST TELEPHONE POLE AND THE MARK ON THE
 ML1042'LEFT.
 ML1042'
 ML1042'THE STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1930 1972,
 ML1042'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 ML1042'THAT IS 12-INCHES IN DIAMETER AND IS SET 24 INCHES BELOW THE GROUND
 ML1042'SURFACE.  IT IS 91 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD
 ML1042'AND 59.5 FEET SOUTH OF THE TELEPHONE POLE.  THE UNDERGROUND
 ML1042'DISK WAS SET ABOUT 46 INCHES BELOW THE GROUND SURFACE.
 ML1042'
 ML1042'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1930,
 ML1042'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 ML1042'FLUSH WITH THE GROUND SURFACE.  IT IS 87 FEET WEST OF THE
 ML1042'WEST GATE POST OF A WIRE GATE, 58 FEET NORTH-NORTHWEST OF A
 ML1042'TELEPHONE POLE, 28 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 ML1042'1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST
 ML1042'WITH SIGN.
 ML1042'
 ML1042'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1930,
 ML1042'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ML1042'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET NORTH-NORTHWEST
 ML1042'OF A TELEPHONE POLE, 38 FEET NORTH OF THE CENTER OF THE GRAVELED
 ML1042'ROAD AND 2 FEET NORTHEAST OF THE CORNER POST OF A FARM-HOUSE YARD
 ML1042'FENCE.
 ML1042'
 ML1042'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CEDAR NO 3 1930 1972,
 ML1042'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 ML1042'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ML1042'80 FEET WEST OF THE TELEPHONE POLE, 31 FEET SOUTH OF THE CENTER OF
 ML1042'THE GRAVELED ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 ML1042'
 ML1042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 ML1042'NORTHEAST OF CEDAR RAPIDS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1917 ***********************************************************************
 MK1917  DESIGNATION -  CEDAR RM 3
 MK1917  PID         -  MK1917
 MK1917  STATE/COUNTY-  NE/YORK
 MK1917  COUNTRY     -  US
 MK1917  USGS QUAD   -  DURANT (2017)
 MK1917
 MK1917                         *CURRENT SURVEY CONTROL
 MK1917  ______________________________________________________________________
 MK1917* NAD 83(1995) POSITION- 41 01 03.31254(N) 097 41 21.17018(W)   ADJUSTED
 MK1917* NAVD 88 ORTHO HEIGHT -   523.0   (meters)     1716.    (feet) VERTCON
 MK1917  ______________________________________________________________________
 MK1917  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 MK1917  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MK1917  HORZ ORDER      -  FIRST
 MK1917
 MK1917.The horizontal coordinates were established by classical geodetic methods
 MK1917.and adjusted by the National Geodetic Survey in August 1997.
 MK1917
 MK1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1917
 MK1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1917.GEOID18 height accuracy estimate available here.
 MK1917
 MK1917.Click photographs - Photos may exist for this station.
 MK1917
 MK1917.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1917
 MK1917. The following values were computed from the NAD 83(1995) position.
 MK1917
 MK1917;                    North         East     Units Scale Factor Converg.
 MK1917;SPC NE       -   134,079.893   694,284.248   MT  0.99969467   +1 31 52.9
 MK1917;SPC NE       -   439,893.78  2,277,830.90   sFT  0.99969467   +1 31 52.9
 MK1917;UTM  14      - 4,541,536.818   610,211.160   MT  0.99974949   +0 51 37.2
 MK1917
 MK1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1917!SPC NE       -   0.99992203  x   0.99969467  =   0.99961673
 MK1917!UTM  14      -   0.99992203  x   0.99974949  =   0.99967154
 MK1917
 MK1917:                Primary Azimuth Mark                     Grid Az
 MK1917:SPC NE       -  SUNDBERG RM A                            011 35 36.7
 MK1917:UTM  14      -  SUNDBERG RM A                            012 15 52.4
 MK1917
 MK1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1021141536(NAD 83)
 MK1917
 MK1917|---------------------------------------------------------------------|
 MK1917| PID    Reference Object                     Distance      Geod. Az  |
 MK1917|                                                           dddmmss.s |
 MK1917| MK1920 SUNDBERG RM A                       APPROX.13.3 KM 0130729.6 |
 MK1917| MK1916 CEDAR                                29.585 METERS 22521     |
 MK1917|---------------------------------------------------------------------|
 MK1917
 MK1917                          SUPERSEDED SURVEY CONTROL
 MK1917
 MK1917  NAD 83(1986)-  41 01 03.32146(N)    097 41 21.17290(W) AD(       ) 1
 MK1917  NAD 27      -  41 01 03.26805(N)    097 41 19.97436(W) AD(       ) 1
 MK1917  NGVD 29 (07/19/86)  522.8    (m)         1715.     (f) VERT ANG       
 MK1917
 MK1917.Superseded values are not recommended for survey control.
 MK1917
 MK1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1917.See file dsdata.pdf to determine how the superseded data were derived.
 MK1917
 MK1917_MARKER: DR = REFERENCE MARK DISK
 MK1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1917_STAMPING: CEDAR NO 3 1950 1966
 MK1917_MARK LOGO: CGS
 MK1917_PROJECTION: FLUSH
 MK1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1917+STABILITY: SURFACE MOTION
 MK1917
 MK1917  HISTORY     - Date     Condition        Report By
 MK1917  HISTORY     - 1966     MONUMENTED       CGS
 MK1917
 MK1917                          STATION DESCRIPTION
 MK1917
 MK1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1917'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF YORK, ABOUT 8 MILES
 MK1917'SOUTHWEST OF STROMSBURG, ABOUT 6 MILES SOUTHEAST OF POLK AND ABOUT
 MK1917'4-1/2 MILES WEST-SOUTHWEST OF BENIDICT.  THE MARK IS ON ROAD
 MK1917'RIGHT-OF-WAY ON THE NORTH SIDE OF GRAVELED ROAD.  IT IS 33 FEET
 MK1917'NORTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 0.5 FEET
 MK1917'SOUTH OF FENCELINE.  IT IS MARKED BY A SURFACE AND SUBSURFACE MARK
 MK1917'DISK THAT ARE STANDARD TRIANGULATION REFERENCE MARK DISK.  THE
 MK1917'SURFACE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 MK1917'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 MK1917'ARE STAMPED CEDAR NO 3 1950 1966.
 MK1917'
 MK1917'TO REACH FROM THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 66 IN
 MK1917'POLK, GO EAST ON STATE HIGHWAY 66 FOR 4.7 MILES TO A CROSSROADS.
 MK1917'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.1 MILES TO A
 MK1917'CROSSROADS.  TURN LEFT ON A GRAVELED ROAD AND GO EAST FOR 0.2
 MK1917'MILE TO THE TOP OF A SMALL GRADE AND STATION ON THE LEFT, NORTH
 MK1917'SIDE OF ROAD AS DESCRIBED.
 MK1917'
 MK1917'HEIGHT OF LIGHT ABOVE STATION MARK 26.29 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4153 ***********************************************************************
 AB4153  SACS        -  This is a Secondary Airport Control Station.
 AB4153  DESIGNATION -  CEK A
 AB4153  PID         -  AB4153
 AB4153  STATE/COUNTY-  NE/SALINE
 AB4153  COUNTRY     -  US
 AB4153  USGS QUAD   -  CRETE SOUTH (2017)
 AB4153
 AB4153                         *CURRENT SURVEY CONTROL
 AB4153  ______________________________________________________________________
 AB4153* NAD 83(2011) POSITION- 40 36 55.55188(N) 096 55 31.17995(W)   ADJUSTED
 AB4153* NAD 83(2011) ELLIP HT-   425.779 (meters)        (06/27/12)   ADJUSTED
 AB4153* NAD 83(2011) EPOCH   -  2010.00
 AB4153* NAVD 88 ORTHO HEIGHT -   452.16  (meters)     1483.5   (feet) GPS OBS
 AB4153  ______________________________________________________________________
 AB4153  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4153  GEOID HEIGHT    -        -26.355 (meters)                     GEOID96
 AB4153  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 AB4153  NAD 83(2011) X  -   -584,650.219 (meters)                     COMP
 AB4153  NAD 83(2011) Y  - -4,813,447.452 (meters)                     COMP
 AB4153  NAD 83(2011) Z  -  4,130,375.619 (meters)                     COMP
 AB4153  LAPLACE CORR    -          7.07  (seconds)                    DEFLEC18
 AB4153
 AB4153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4153  Standards:
 AB4153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4153  -------------------------------------------------------------------
 AB4153  NETWORK    0.37   0.59           0.17   0.12   0.30     -0.01204431
 AB4153  -------------------------------------------------------------------
 AB4153  Click here for local accuracies and other accuracy information.
 AB4153
 AB4153.This mark is at Crete Municipal Airport (CEK)
 AB4153
 AB4153.The horizontal coordinates were established by GPS observations
 AB4153.and adjusted by the National Geodetic Survey in June 2012.
 AB4153
 AB4153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4153.been affixed to the stable North American tectonic plate. See 
 AB4153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4153
 AB4153.The horizontal coordinates are valid at the epoch date displayed above
 AB4153.which is a decimal equivalence of Year/Month/Day.
 AB4153
 AB4153.The orthometric height was determined by GPS observations and a
 AB4153.high-resolution geoid model.
 AB4153
 AB4153.GPS derived orthometric heights for airport stations designated as
 AB4153.PACS or SACS are published to 2 decimal places.  This maintains
 AB4153.centimeter relative accuracy between the PACS and SACS.  It does
 AB4153.not indicate centimeter accuracy relative to other marks which are
 AB4153.part of the published vertical control network.
 AB4153
 AB4153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4153.GEOID18 height accuracy estimate available here.
 AB4153
 AB4153.Click photographs - Photos may exist for this station.
 AB4153
 AB4153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4153
 AB4153.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4153
 AB4153.The ellipsoidal height was determined by GPS observations
 AB4153.and is referenced to NAD 83.
 AB4153
 AB4153. The following values were computed from the NAD 83(2011) position.
 AB4153
 AB4153;                    North         East     Units Scale Factor Converg.
 AB4153;SPC NE       -    91,460.722   760,073.330   MT  0.99977832   +2 02 15.3
 AB4153;SPC NE       -   300,067.39  2,493,673.92   sFT  0.99977832   +2 02 15.3
 AB4153;UTM  14      - 4,498,136.602   675,499.235   MT  0.99997912   +1 21 03.3
 AB4153
 AB4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4153!SPC NE       -   0.99993321  x   0.99977832  =   0.99971155
 AB4153!UTM  14      -   0.99993321  x   0.99997912  =   0.99991234
 AB4153
 AB4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7549998136(NAD 83)
 AB4153
 AB4153                          SUPERSEDED SURVEY CONTROL
 AB4153
 AB4153  NAD 83(2007)-  40 36 55.55187(N)    096 55 31.18057(W) AD(2002.00) 0
 AB4153  ELLIP H (02/10/07)  425.797  (m)                       GP(2002.00)    
 AB4153  ELLIP H (12/18/01)  425.736  (m)                       GP(       ) 4 2
 AB4153  NAD 83(1995)-  40 36 55.55165(N)    096 55 31.17970(W) AD(       ) 1
 AB4153  ELLIP H (08/21/98)  425.846  (m)                       GP(       ) 4 2
 AB4153
 AB4153.Superseded values are not recommended for survey control.
 AB4153
 AB4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4153.See file dsdata.pdf to determine how the superseded data were derived.
 AB4153
 AB4153_MARKER: I = METAL ROD
 AB4153_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4153_STAMPING: CEK A 1995
 AB4153_MARK LOGO: NGS
 AB4153_PROJECTION: FLUSH
 AB4153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4153+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 AB4153_ROD/PIPE-DEPTH: 9.14 meters
 AB4153_SLEEVE-DEPTH  : 0.9 meters
 AB4153
 AB4153  HISTORY     - Date     Condition        Report By
 AB4153  HISTORY     - 1995     MONUMENTED       NGS
 AB4153  HISTORY     - 19970708 GOOD             NGS
 AB4153
 AB4153                          STATION DESCRIPTION
 AB4153
 AB4153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4153'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF LINCOLN,
 AB4153'2.0 MI (3.2 KM) EAST OF CRETE AND AT THE CRETE MUNICIPAL AIRPORT.
 AB4153'OWNERSHIP--CRETE AIRPORT AUTHORITY, CRETE NE 68333.  AIRPORT MANAGER,
 AB4153'SILVERHAWK AVIATION, PHONE (402) 826-4400, FBO (402) 475-8600.  TO
 AB4153'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH
 AB4153'(ABOUT 2.0 MI (3.2 KM) NORTHEAST OF CRETE), GO SOUTH ON A PAVED ROAD
 AB4153'2400 FOR 1.4 MI (2.3 KM) TO AN INTERSECTION, TURN LEFT AND GO EAST ON
 AB4153'PAVED ROAD F FOR 0.3 MI (0.5 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND
 AB4153'GO SOUTHERLY FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM)
 AB4153'TO A GATE AHEAD, AIRPORT OFFICE ON THE RIGHT, PASS THROUGH GATE, TURN
 AB4153'LEFT AND GO NORTHEASTERLY ON THE APRON, THEN TAXIWAY FOR 0.2 MI (0.3
 AB4153'KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.5
 AB4153'MI (0.8 KM) TO THE NUMBER 2 VASI LIGHT AND THE STATION ON THE RIGHT.
 AB4153'THE STATION IS 119.0 FT (36.3 M) WEST OF THE RUNWAY CENTER, 75.9 FT
 AB4153'(23.1 M) WEST-NORTHWEST OF A RUNWAY LIGHT, 30.6 FT (9.3 M) WEST OF THE
 AB4153'SOUTHWEST LEG OF A VASI LIGHT, 21.3 FT (6.5 M) SOUTHWEST OF THE
 AB4153'SOUTHWEST CORNER OF A CONCRETE PAD FOR A VASI LIGHT POWER BOX, 18.0 FT
 AB4153'(5.5 M) EAST OF THE EDGE OF A CULTIVATED FIELD AND 1.6 FT (0.5 M)
 AB4153'NORTH OF A SHORT WITNESS POST. THIS STATION TO BE USED AS SACS.
 AB4153
 AB4153                          STATION RECOVERY (1997)
 AB4153
 AB4153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4153'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 1996 (DRL,WCW) .  THE
 AB4153'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 AB4153'KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL AIRPORT NEAR THE
 AB4153'SOUTHERLY RUNWAY END.  OWNERSHIP--CRETE AIRPORT AUTHORITY, CRETE NE,
 AB4153'68333.  AIRPORT MANAGER IS SILVERHAWK AVIATION, PHONE 402-826-4400,
 AB4153'FBO PHONE 402-475-8600. TO REACH THE STATION FROM THE EASTERLY
 AB4153'JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS 19.8 KM (12.30
 AB4153'MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2 KM (2.00 MI)
 AB4153'NORTHEAST FROM CRETE, GO SOUTH ON PAVED ROAD 2400 FOR 2.3 KM (1.40 MI)
 AB4153'TO AN INTERSECTION.  TURN LEFT AND GO EAST ON PAVED ROAD F FOR 0.5 KM
 AB4153'(0.30 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 AB4153'AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GATE AHEAD AND THE
 AB4153'AIRPORT OFFICE ON RIGHT. PASS THROUGH THE GATE THEN TURN LEFT AND GO
 AB4153'NORTHEASTERLY ON THE APRON THEN TAXIWAY FOR 0.3 KM (0.20 MI) TO THE
 AB4153'NORTHERLY RUNWAY END. TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.8 KM
 AB4153'(0.50 MI) TO THE NORTHERLY VASI LIGHT SERVING THE SOUTHERLY APPROACH
 AB4153'AND THE STATION ON THE RIGHT. THE MARK IS A PUNCH MARK AT THE TOP
 AB4153'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.14 M
 AB4153'(29.99 FT) IN A 2.5 CM GREASED FILLED FINNED PLASTIC SLEEVE 90 CM LONG
 AB4153'ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED
 AB4153'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB4153'THE MARK IS RECESSED 10 CM BELOW THE TOP OF THE LOGO CAP.  THE STATION
 AB4153'IS LOCATED 36.3 M (119.1 FT) WEST FROM THE RUNWAY CENTER, 23.0 M (75.5
 AB4153'FT) WEST-NORTHWEST FROM THE FIFTH RUNWAY LIGHT NORTH FROM THE
 AB4153'SOUTHERLY RUNWAY END, 9.3 M (30.5 FT) WEST FROM THE SOUTHWEST LEG OF A
 AB4153'VASI LIGHT, 6.6 M (21.7 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 AB4153'CONCRETE PAD FOR A VASI LIGHT POWER BOX, 5.5 M (18.0 FT) EAST FROM THE
 AB4153'EDGE OF A CULTIVATED FIELD AND 0.6 M (2.0 FT) NORTH FROM A PLASTIC NGS
 AB4153'WITNESS POST.  THE LOGO CAP IS FLUSH WITH THE GROUND AND 2.2 M (7.2
 AB4153'FT) BELOW THE RUNWAY CENTER. THIS STATION IS DESIGNATED A SECONDARY
 AB4153'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0502 ***********************************************************************
 NO0502  DESIGNATION -  CENTER
 NO0502  PID         -  NO0502
 NO0502  STATE/COUNTY-  NE/CHERRY
 NO0502  COUNTRY     -  US
 NO0502  USGS QUAD   -  GYPSY VALLEY (2017)
 NO0502
 NO0502                         *CURRENT SURVEY CONTROL
 NO0502  ______________________________________________________________________
 NO0502* NAD 83(1995) POSITION- 42 31 21.04322(N) 101 55 18.41733(W)   ADJUSTED
 NO0502* NAVD 88 ORTHO HEIGHT -  1205.    (meters)     3953.    (feet) SCALED
 NO0502  ______________________________________________________________________
 NO0502  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 NO0502  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 NO0502  HORZ ORDER      -  FIRST
 NO0502
 NO0502.The horizontal coordinates were established by classical geodetic methods
 NO0502.and adjusted by the National Geodetic Survey in August 1997.
 NO0502
 NO0502.The orthometric height was scaled from a topographic map.
 NO0502
 NO0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0502.GEOID18 height accuracy estimate available here.
 NO0502
 NO0502.Click photographs - Photos may exist for this station.
 NO0502
 NO0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0502
 NO0502. The following values were computed from the NAD 83(1995) position.
 NO0502
 NO0502;                    North         East     Units Scale Factor Converg.
 NO0502;SPC NE       -   300,337.822   342,130.069   MT  0.99981623   -1 16 24.8
 NO0502;SPC NE       -   985,358.34  1,122,471.73   sFT  0.99981623   -1 16 24.8
 NO0502;UTM  14      - 4,711,930.532   260,005.410   MT  1.00030870   -1 58 32.6
 NO0502;UTM  13      - 4,712,385.720   752,845.167   MT  1.00038664   +2 04 53.8
 NO0502
 NO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0502!SPC NE       -   0.99981392  x   0.99981623  =   0.99963019
 NO0502!UTM  14      -   0.99981392  x   1.00030870  =   1.00012257
 NO0502!UTM  13      -   0.99981392  x   1.00038664  =   1.00020049
 NO0502
 NO0502:                Primary Azimuth Mark                     Grid Az
 NO0502:SPC NE       -  CENTER AZ MK                             291 03 10.9
 NO0502:UTM  14      -  CENTER AZ MK                             291 45 18.7
 NO0502:UTM  13      -  CENTER AZ MK                             287 41 52.3
 NO0502
 NO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6000511930(NAD 83)
 NO0502
 NO0502|---------------------------------------------------------------------|
 NO0502| PID    Reference Object                     Distance      Geod. Az  |
 NO0502|                                                           dddmmss.s |
 NO0502| CP8986 CENTER RM 1                          15.613 METERS 06555     |
 NO0502| CP8987 CENTER RM 2                          21.008 METERS 15406     |
 NO0502| CP8985 CENTER AZ MK                                       2894646.1 |
 NO0502|---------------------------------------------------------------------|
 NO0502
 NO0502                          SUPERSEDED SURVEY CONTROL
 NO0502
 NO0502  NAD 83(1986)-  42 31 21.03691(N)    101 55 18.42108(W) AD(       ) 1
 NO0502  NAD 27      -  42 31 21.07100(N)    101 55 16.81000(W) AD(       ) 1
 NO0502
 NO0502.Superseded values are not recommended for survey control.
 NO0502
 NO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0502.See file dsdata.pdf to determine how the superseded data were derived.
 NO0502
 NO0502_MARKER: DS = TRIANGULATION STATION DISK
 NO0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0502_STAMPING: CENTER 1946
 NO0502_MARK LOGO: CGS
 NO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0502+STABILITY: SURFACE MOTION
 NO0502
 NO0502  HISTORY     - Date     Condition        Report By
 NO0502  HISTORY     - 1946     MONUMENTED       CGS
 NO0502
 NO0502                          STATION DESCRIPTION
 NO0502
 NO0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0502'LOCATED ABOUT 25 MILES, AIRLINE, SOUTHEAST OF GORDON ON THE
 NO0502'HIGHEST POINT AND WEST END OF A ROUND GRASS-COVERED SAND HILL
 NO0502'OWNED BY MR. LEE MC DONNELL.  IT IS 8 FEET SOUTHEAST OF A
 NO0502'4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 NO0502'STAMPED CENTER 1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND ABOUT
 NO0502'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED CENTER NO 1
 NO0502'1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NO0502'ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED CENTER NO
 NO0502'2 1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'AZIMUTH MARK IS SET ON THE TOP OF A LOW GRASSY KNOLL.  IT IS
 NO0502'IN A NORTH-SOUTH FENCE LINE AND 4 FEET NORTH OF A TELEPHONE
 NO0502'POLE.  IT IS STAMPED CENTER 1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NO0502'HIGHWAY 27, AT THE SOUTH EDGE OF GORDON--GO SOUTH ON STATE
 NO0502'HIGHWAY 27, GRAVEL ROAD, FOR 20.0 MILES TO A SIDE ROAD LEFT
 NO0502'AND A MAILBOX WITH THE NAME WILMER RUSSELL ON IT.  TURN LEFT,
 NO0502'EAST, PASSING OVER CATTLE GUARD AND FOLLOW SAND ROAD FOR 3.7
 NO0502'MILES TO A FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.1 MILE
 NO0502'TO A SCHOOLHOUSE ON THE LEFT.  CONTINUE FOR 1.15 MILES ON MAIN
 NO0502'TRAVELED ROAD TO A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR
 NO0502'2.75 MILES TO A FORK AND A SIGN ON AN IRON POST ON THE RIGHT.
 NO0502'TAKE LEFT FORK FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK,
 NO0502'STRAIGHT AHEAD FOR 3.70 MILES TO A FORK.  TAKE LEFT FORK
 NO0502'FOR 0.1 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON
 NO0502'MAIN TRAVELED ROAD FOR 2.05 MILES TO A FORK AND A CATTLE
 NO0502'GUARD.  TAKE LEFT FORK, LEAVING MAIN TRAVELED ROAD, AND GO
 NO0502'0.1 MILE TO A WINDMILL ON THE LEFT.  CONTINUE ON DIM TRACK
 NO0502'ROAD FOR 1.2 MILES TO A DIM FORK.  TAKE RIGHT FORK FOR
 NO0502'0.25 MILE TO A GATE IN A T FENCE CORNER.  PASS THROUGH GATE
 NO0502'AND TURN SHARP RIGHT ALONG THE EAST SIDE OF A NORTH-SOUTH
 NO0502'FENCE LINE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NO0502'HERE, TURN LEFT, SOUTHEAST, AND CONTINUE 0.45 MILE TO
 NO0502'THE HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1032 ***********************************************************************
 LG1032  DESIGNATION -  CENTER
 LG1032  PID         -  LG1032
 LG1032  STATE/COUNTY-  NE/JOHNSON
 LG1032  COUNTRY     -  US
 LG1032  USGS QUAD   -  SAINT MARY (2017)
 LG1032
 LG1032                         *CURRENT SURVEY CONTROL
 LG1032  ______________________________________________________________________
 LG1032* NAD 83(1995) POSITION- 40 22 51.96927(N) 096 21 00.58156(W)   ADJUSTED
 LG1032* NAVD 88 ORTHO HEIGHT -   412.    (meters)     1352.    (feet) SCALED
 LG1032  ______________________________________________________________________
 LG1032  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 LG1032  LAPLACE CORR    -         -7.37  (seconds)                    DEFLEC18
 LG1032  HORZ ORDER      -  SECOND
 LG1032
 LG1032.The horizontal coordinates were established by classical geodetic methods
 LG1032.and adjusted by the National Geodetic Survey in August 1997.
 LG1032
 LG1032.The orthometric height was scaled from a topographic map.
 LG1032
 LG1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1032.GEOID18 height accuracy estimate available here.
 LG1032
 LG1032.Click photographs - Photos may exist for this station.
 LG1032
 LG1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1032
 LG1032. The following values were computed from the NAD 83(1995) position.
 LG1032
 LG1032;                    North         East     Units Scale Factor Converg.
 LG1032;SPC NE       -    67,359.837   809,795.483   MT  0.99984941   +2 25 07.5
 LG1032;SPC NE       -   220,996.40  2,656,804.01   sFT  0.99984941   +2 25 07.5
 LG1032;UTM  14      - 4,473,428.507   724,939.979   MT  1.00022288   +1 43 02.9
 LG1032
 LG1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1032!SPC NE       -   0.99993972  x   0.99984941  =   0.99978913
 LG1032!UTM  14      -   0.99993972  x   1.00022288  =   1.00016258
 LG1032
 LG1032:                Primary Azimuth Mark                     Grid Az
 LG1032:SPC NE       -  CENTER AZ MK RESET                       130 54 31.0
 LG1032:UTM  14      -  CENTER AZ MK RESET                       131 36 35.6
 LG1032
 LG1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2493973428(NAD 83)
 LG1032
 LG1032|---------------------------------------------------------------------|
 LG1032| PID    Reference Object                     Distance      Geod. Az  |
 LG1032|                                                           dddmmss.s |
 LG1032| CL7032 CENTER RM 2                          10.975 METERS 04807     |
 LG1032| LG1008 TECUMSEH MUNICIPAL TANK             APPROX.13.3 KM 0902140.4 |
 LG1032| CL7029 CENTER AZ MK                                       1312454.8 |
 LG1032| CL7030 CENTER AZ MK RESET                                 1331938.5 |
 LG1032| CL7033 CENTER RM 3                          23.845 METERS 29435     |
 LG1032| LG1040 STERLING MUNICIPAL TANK             APPROX. 9.8 KM 3455146.5 |
 LG1032| CL7031 CENTER RM 1                          10.936 METERS 35817     |
 LG1032|---------------------------------------------------------------------|
 LG1032
 LG1032                          SUPERSEDED SURVEY CONTROL
 LG1032
 LG1032  NAD 83(1986)-  40 22 51.97692(N)    096 21 00.57818(W) AD(       ) 2
 LG1032  NAD 27      -  40 22 51.97700(N)    096 20 59.52800(W) AD(       ) 2
 LG1032
 LG1032.Superseded values are not recommended for survey control.
 LG1032
 LG1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1032.See file dsdata.pdf to determine how the superseded data were derived.
 LG1032
 LG1032_MARKER: DS = TRIANGULATION STATION DISK
 LG1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1032
 LG1032  HISTORY     - Date     Condition        Report By
 LG1032  HISTORY     - 1947     MONUMENTED       CGS
 LG1032  HISTORY     - 1960     GOOD             CGS
 LG1032
 LG1032                          STATION DESCRIPTION
 LG1032
 LG1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1032'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF STERLING, 1-1/2
 LG1032'MILES NORTHWEST OF VESTA, 1/4 MILES NORTH OF CENTER SCHOOL, 25.5
 LG1032'FEET WEST OF THE CENTER OF A DIRT ROAD, 18 FEET SOUTH OF THE
 LG1032'CENTER OF A FARM LANE, 5 FEET NORTH OF A WITNESS POST AND 3
 LG1032'FEET EAST OF A WIRE FENCE.  THE MARK IS STAMPED CENTER 1947 AND
 LG1032'PROJECTS 5 INCHES.
 LG1032'
 LG1032'REFERENCE MARK NO. 1 STAMPED CENTER NO 1 1947, IS 25 FEET WEST OF
 LG1032'THE CENTER OF A DIRT ROAD, 19 FEET NORTH OF THE CENTER OF A
 LG1032'FARM LANE, 4 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A WIRE
 LG1032'FENCE AND PROJECTS 5 INCHES.
 LG1032'
 LG1032'REFERENCE MARK NO. 2 STAMPED CENTER NO 2 1947, IS 31.5 FEET
 LG1032'NORTHEAST OF THE INTERSECTION OF A FARM LANE AND A DIRT ROAD,
 LG1032'21 FEET EAST OF THE CENTER OF A DIRT ROAD AND PROJECTS 6 INCHES.
 LG1032'
 LG1032'THE AZIMUTH MARK, STAMPED CENTER 1947, IS LOCATED ALONG THE
 LG1032'SOUTH EDGE OF A CULTIVATED FIELD, 0.25 MILE EAST OF CENTER
 LG1032'SCHOOL, 18 FEET NORTH OF THE CENTER OF A DIRT ROAD, 12 FEET
 LG1032'WEST OF THE CENTER OF A FARM LANE, 2 FEET WEST OF A WITNESS POST
 LG1032'AND PROJECTS 5 INCHES.
 LG1032'
 LG1032'TO REACH THE STATION FROM THE POST OFFICE IN VESTA, GO WESTERLY
 LG1032'ON STATE HIGHWAY NO. 3 FOR 0.7 MILES TO A DIRT ROAD NORTH.  TURN
 LG1032'RIGHT, NORTH, AND GO 1.6 MILES TO A ROAD INTERSECTION AT CENTER
 LG1032'SCHOOL.  CONTINUE AHEAD, NORTH, FOR 0.2 MILES TO A FARM LANE WEST
 LG1032'AND STATION NEAR FARM LANE.
 LG1032'
 LG1032'TO REACH THE AZIMUTH MARK FROM THE ROAD INTERSECTION AT CENTER
 LG1032'SCHOOL, GO EAST FOR 0.25 MILE TO MARK NEAR FARM LANE ON NORTH
 LG1032'SIDE OF ROAD.
 LG1032'
 LG1032'A 100 FOOT SIGNAL AT TECUMSEH IS VISIBLE FROM THE GROUND.
 LG1032'
 LG1032'A 97 FOOT SIGNAL AT MANS IS VISIBLE FROM THE GROUND.
 LG1032'
 LG1032'A 74 FOOT SIGNAL AT STERLING IS VISIBLE FROM THE GROUND.
 LG1032
 LG1032                          STATION RECOVERY (1960)
 LG1032
 LG1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 LG1032'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1032'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN HIT
 LG1032'AND REFERENCE MARK NO. 2 WHICH HAD BEEN DISPLACED.  REFERENCE
 LG1032'MARK NO. 3 WAS ESTABLISHED AND THE AZIMUTH MARK WAS RESET.  A
 LG1032'COMPLETE DESCRIPTION FOLLOWS.
 LG1032'
 LG1032'STATION IS LOCATED ABOUT 8 AND 1/2 MILES WEST OF TECUMSEH, 5
 LG1032'AND 1/2 MILES SOUTH OF STERLING, 1 AND 1/2 MILES NORTHWEST OF
 LG1032'VESTA, AND 1/4 MILE NORTH OF THE CENTER SCHOOL AT THE DRIVEWAY
 LG1032'TO THE FARM BUILDINGS OF CARL SAATHOFF, 58 FEET SOUTH-SOUTHEAST
 LG1032'OF A POWER POLE, 22 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1032'GRADED ROAD, AND 16 FEET SOUTH OF THE CENTER OF DRIVEWAY.  THE
 LG1032'MARK IS FLUSH WITH SURFACE OF THE DRIVEWAY AND THE DISK IS
 LG1032'STAMPED CENTER 1947.
 LG1032'
 LG1032'TO REACH THE STATION FROM THE JOHNSON COUNTY COURTHOUSE IN
 LG1032'TECUMSEH AT THE SOUTHWEST CORNER OF THE SQUARE, GO WEST FOR TWO
 LG1032'BLOCKS.  TURN RIGHT AND GO NORTH ON 1ST ST. FOR 0.3 MILE TO THE
 LG1032'JUNCTION OF STATE HIGHWAY 136.  TURN LEFT AND GO WEST ON STATE
 LG1032'HIGHWAY 136 FOR 7.7 MILES TO THE VESTA CEMETERY ON THE LEFT.
 LG1032'CONTINUE WEST ON STATE HIGHWAY 136 FOR 0.5 MILE TO CROSSROADS.
 LG1032'TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 1.2 MILES TO THE
 LG1032'STATION AT A FARM DRIVEWAY ON THE LEFT.
 LG1032'
 LG1032'REFERENCE MARK NO. 1 IS 35.88 FEET NORTH OF THE STATION, 24 FEET
 LG1032'SOUTHEAST OF A POWER POLE, 23 FEET WEST OF THE CENTER OF GRADED
 LG1032'ROAD, AND 20 FEET NORTH OF THE CENTER OF FARM DRIVEWAY.  THE
 LG1032'MARK IS FLUSH WITH THE SURFACE OF THE DRIVEWAY AND THE DISK IS
 LG1032'STAMPED CENTER NO L 1947.
 LG1032'
 LG1032'REFERENCE MARK NO. 3 IS 78.23 FEET WEST-NORTHWEST OF THE STATION,
 LG1032'60 FEET WEST-SOUTHWEST OF POWER POLE, 17 FEET NORTH OF THE CENTER
 LG1032'OF FARM DRIVEWAY, 1 FOOT NORTH OF FENCE, AND 1 FOOT EAST OF
 LG1032'STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG1032'STAMPED CENTER NO 3 1947.
 LG1032'
 LG1032'AZIMUTH MARK (RESET) IS 0.3 MILE SOUTHEAST OF THE STATION, 59 FEET
 LG1032'SOUTHWEST OF THE WEST GATE POST ON NORTH SIDE OF ROAD, 30 FEET
 LG1032'SOUTH OF THE CENTER OF GRADED ROAD, 7 FEET WEST OF HEDGEROW
 LG1032'TREE, AND 1 FOOT NORTH OF STEEL WITNESS POST.  THE MARK PROJECTS
 LG1032'2 INCHES AND THE DISK IS STAMPED CENTER 1947 RESET 1960.
 LG1032'
 LG1032'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2 MILE
 LG1032'TO CROSSROADS.  TURN LEFT AND GO EAST FOR 0.25 MILE TO THE
 LG1032'AZIMUTH MARK ON THE RIGHT OR SOUTH SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1070 ***********************************************************************
 ML1070  DESIGNATION -  CENTRAL
 ML1070  PID         -  ML1070
 ML1070  STATE/COUNTY-  NE/MERRICK
 ML1070  COUNTRY     -  US
 ML1070  USGS QUAD   -  HORD (2017)
 ML1070
 ML1070                         *CURRENT SURVEY CONTROL
 ML1070  ______________________________________________________________________
 ML1070* NAD 83(1995) POSITION- 41 07 35.70194(N) 098 01 43.75207(W)   ADJUSTED
 ML1070* NAVD 88 ORTHO HEIGHT -   519.    (meters)     1703.    (feet) SCALED
 ML1070  ______________________________________________________________________
 ML1070  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 ML1070  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 ML1070  HORZ ORDER      -  THIRD
 ML1070
 ML1070.The horizontal coordinates were established by classical geodetic methods
 ML1070.and adjusted by the National Geodetic Survey in August 1997.
 ML1070
 ML1070.The orthometric height was scaled from a topographic map.
 ML1070
 ML1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1070.GEOID18 height accuracy estimate available here.
 ML1070
 ML1070.Click photographs - Photos may exist for this station.
 ML1070
 ML1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1070
 ML1070. The following values were computed from the NAD 83(1995) position.
 ML1070
 ML1070;                    North         East     Units Scale Factor Converg.
 ML1070;SPC NE       -   145,470.587   665,460.652   MT  0.99968037   +1 18 22.7
 ML1070;SPC NE       -   477,264.75  2,183,265.49   sFT  0.99968037   +1 18 22.7
 ML1070;UTM  14      - 4,553,263.679   581,521.794   MT  0.99968179   +0 38 19.7
 ML1070
 ML1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1070!SPC NE       -   0.99992252  x   0.99968037  =   0.99960291
 ML1070!UTM  14      -   0.99992252  x   0.99968179  =   0.99960433
 ML1070
 ML1070:                Primary Azimuth Mark                     Grid Az
 ML1070:SPC NE       -  CENTRAL AZ MK                            023 59 47.7
 ML1070:UTM  14      -  CENTRAL AZ MK                            024 39 50.7
 ML1070
 ML1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8152153263(NAD 83)
 ML1070
 ML1070|---------------------------------------------------------------------|
 ML1070| PID    Reference Object                     Distance      Geod. Az  |
 ML1070|                                                           dddmmss.s |
 ML1070| CN8095 CENTRAL AZ MK                                      0251810.4 |
 ML1070| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX. 2.4 KM 1292355.0 |
 ML1070| ML1071 MARQUETTE MUNICIPAL TANK            APPROX.13.5 KM 1732458.1 |
 ML1070| CN8096 CENTRAL RM 1                         23.040 METERS 17726     |
 ML1070| CN8097 CENTRAL RM 2                         21.595 METERS 27435     |
 ML1070|---------------------------------------------------------------------|
 ML1070
 ML1070                          SUPERSEDED SURVEY CONTROL
 ML1070
 ML1070  NAD 83(1986)-  41 07 35.70943(N)    098 01 43.75515(W) AD(       ) 3
 ML1070  NAD 27      -  41 07 35.66700(N)    098 01 42.55200(W) AD(       ) 3
 ML1070
 ML1070.Superseded values are not recommended for survey control.
 ML1070
 ML1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1070.See file dsdata.pdf to determine how the superseded data were derived.
 ML1070
 ML1070_MARKER: DS = TRIANGULATION STATION DISK
 ML1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1070_STAMPING: CENTRAL 1950
 ML1070_MARK LOGO: CGS
 ML1070_PROJECTION: FLUSH
 ML1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1070+STABILITY: SURFACE MOTION
 ML1070
 ML1070  HISTORY     - Date     Condition        Report By
 ML1070  HISTORY     - 1950     MONUMENTED       CGS
 ML1070
 ML1070                          STATION DESCRIPTION
 ML1070
 ML1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1070'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN
 ML1070'OF CENTRAL CITY, ALONG THE NORTH BOUNDARY OF THE NEBRASKA
 ML1070'CENTRAL BUSINESS COLLEGE.  IT IS 252 FEET NORTH OF THE CENTER
 ML1070'OF THE WEST ONE OF TWO MAIN BUILDINGS, 31 FEET WEST OF A
 ML1070'CONCRETE TRASH BURNER AND 17 FEET SOUTH OF THE SOUTH SIDE OF A
 ML1070'PLANTED GROVE OF TREES.  THE MARK IS FLUSH WITH THE SURFACE
 ML1070'OF THE GROUND AND THE DISK IS STAMPED CENTRAL 1950.
 ML1070'
 ML1070'REFERENCE MARK NO. 1 IS 181 FEET NORTH OF THE CENTER OF THE
 ML1070'WEST ONE OF THE TWO MAIN BUILDINGS AND 32 FEET SOUTHWEST OF
 ML1070'AN OUT HOUSE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 ML1070'GROUND AND THE DISK IS STAMPED CENTRAL NO 1 1950.
 ML1070'
 ML1070'REFERENCE MARK NO. 2 IS 9 FEET SOUTH OF THE PLANTED GROVE
 ML1070'OF TREES.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 ML1070'AND THE DISK IS STAMPED CENTRAL NO 2 1950.
 ML1070'
 ML1070'AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF A NORTH AND
 ML1070'SOUTH ROAD, 4 FEET SOUTH OF A CONCRETE END OF AN IRRIGATION
 ML1070'DITCH, 2 FEET SOUTH OF A T-FENCE CORNER AND 1 FOOT NORTHEAST
 ML1070'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ML1070'IS STAMPED CENTRAL 1950.
 ML1070'
 ML1070'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 ML1070'HIGHWAY 14 IN CENTRAL CITY, GO NORTH ON HIGHWAY 14 0.25 MILE TO
 ML1070'CROSS STREETS AND A SERVICE STATION IN THE NORTHWEST CORNER,
 ML1070'TURN LEFT (WEST) 0.5 MILE TO A STEEL BRIDGE, CONTINUE WEST 0.5
 ML1070'MILE TO CROSSROADS, TURN RIGHT (NORTH) 0.5 MILE TO A SIDE ROAD
 ML1070'LEFT, TURN LEFT (WEST) 0.3 MILE TO A T-INTERSECTION AND THE
 ML1070'COLLEGE STRAIGHT AHEAD.  HERE GO ABOUT 0.1 MILE TO THE MAIN
 ML1070'BUILDING AND THE STATION AS DESCRIBED.
 ML1070'
 ML1070'TO REACH THE AZIMUTH MARK FROM THE EAST ENTRANCE TO THE COLLEGE,
 ML1070'GO NORTH 0.2 MILE TO THE MARK ON THE LEFT OR WEST SIDE OF
 ML1070'THE ROAD.
 ML1070'
 ML1070'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 ML1070'
 ML1070'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1824 ***********************************************************************
 NM1824  DESIGNATION -  CENTRAL
 NM1824  PID         -  NM1824
 NM1824  STATE/COUNTY-  NE/KNOX
 NM1824  COUNTRY     -  US
 NM1824  USGS QUAD   -  CENTER EAST (2017)
 NM1824
 NM1824                         *CURRENT SURVEY CONTROL
 NM1824  ______________________________________________________________________
 NM1824* NAD 83(1995) POSITION- 42 34 54.12467(N) 097 49 16.28731(W)   ADJUSTED
 NM1824* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 NM1824  ______________________________________________________________________
 NM1824  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 NM1824  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 NM1824  HORZ ORDER      -  FIRST
 NM1824
 NM1824.The horizontal coordinates were established by classical geodetic methods
 NM1824.and adjusted by the National Geodetic Survey in August 1997.
 NM1824
 NM1824.The orthometric height was scaled from a topographic map.
 NM1824
 NM1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1824.GEOID18 height accuracy estimate available here.
 NM1824
 NM1824.Click photographs - Photos may exist for this station.
 NM1824
 NM1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1824
 NM1824. The following values were computed from the NAD 83(1995) position.
 NM1824
 NM1824;                    North         East     Units Scale Factor Converg.
 NM1824;SPC NE       -   307,410.272   678,814.200   MT  0.99983518   +1 26 38.0
 NM1824;SPC NE       - 1,008,561.87  2,227,076.25   sFT  0.99983518   +1 26 38.0
 NM1824;UTM  14      - 4,715,038.510   596,732.575   MT  0.99971512   +0 47 51.7
 NM1824
 NM1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1824!SPC NE       -   0.99991913  x   0.99983518  =   0.99975432
 NM1824!UTM  14      -   0.99991913  x   0.99971512  =   0.99963427
 NM1824
 NM1824:                Primary Azimuth Mark                     Grid Az
 NM1824:SPC NE       -  CENTRAL AZ MK                            217 21 58.3
 NM1824:UTM  14      -  CENTRAL AZ MK                            218 00 44.6
 NM1824
 NM1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9673215038(NAD 83)
 NM1824
 NM1824|---------------------------------------------------------------------|
 NM1824| PID    Reference Object                     Distance      Geod. Az  |
 NM1824|                                                           dddmmss.s |
 NM1824| NM1822 BLOOMFIELD MUNICIPAL STANDPIPE      APPROX.14.3 KM 0860514.9 |
 NM1824| CO2832 CENTRAL AZ MK                                      2184836.3 |
 NM1824| CO2833 CENTRAL RM 1                                       25737     |
 NM1824| CO2834 CENTRAL RM 2                                       34905     |
 NM1824|---------------------------------------------------------------------|
 NM1824
 NM1824                          SUPERSEDED SURVEY CONTROL
 NM1824
 NM1824  NAD 83(1986)-  42 34 54.13064(N)    097 49 16.28369(W) AD(       ) 1
 NM1824  NAD 27      -  42 34 54.11800(N)    097 49 15.04100(W) AD(       ) 1
 NM1824
 NM1824.Superseded values are not recommended for survey control.
 NM1824
 NM1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1824.See file dsdata.pdf to determine how the superseded data were derived.
 NM1824
 NM1824_MARKER: DS = TRIANGULATION STATION DISK
 NM1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1824_STAMPING: CENTRAL 1940
 NM1824_MARK LOGO: CGS
 NM1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1824+STABILITY: SURFACE MOTION
 NM1824
 NM1824  HISTORY     - Date     Condition        Report By
 NM1824  HISTORY     - 1940     MONUMENTED       CGS
 NM1824  HISTORY     - 1974     GOOD             USGS
 NM1824
 NM1824                          STATION DESCRIPTION
 NM1824
 NM1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1824'STATION CENTRAL IS 3-1/2 MILES SOUTHEAST BY EAST OF THE TOWN
 NM1824'OF CENTER, ON A HIGH PROMINENT WOODED KNOLL, HIGHEST GROUND
 NM1824'IN THE VICINITY, ON THE PROPERTY OF C.W. KLINGMAN, 275 YARDS
 NM1824'WEST AND 70 YARDS SOUTH OF THE NORTHEAST CORNER OF SEC. 18,
 NM1824'T. 30 N., R. 4 W.
 NM1824'
 NM1824'TO REACH FROM CENTER GO EAST ON STATE HIGHWAY 84 FOR 2.7
 NM1824'MILES AND TURN RIGHT (SOUTH) ONTO COUNTY ROAD, GO 2.0 MILES
 NM1824'AND CROSS OVER EAST-WEST SECTION-LINE ROAD, CONTINUE SOUTH
 NM1824'FOLLOWING NARROW FIELD ROAD SOUTH AND EAST FOR 1.0 MILE TO GATE IN
 NM1824'NORTH-SOUTH FENCE JUST AFTER MAKING LEFT TURN AROUND FENCE
 NM1824'CORNER.  PASS THROUGH GATE AND FOLLOW FARM ROAD EAST AND
 NM1824'SOUTH FOR 0.4 MILE TO FARMHOUSE.  FOLLOW LANE LEADING EAST FROM
 NM1824'THE SOUTH SIDE OF FARMYARD FOR 0.2 MILE AND PASS THROUGH
 NM1824'GATE IN EAST-WEST FENCE, (TO REACH AZIMUTH MARK CONTINUE
 NM1824'ON FARM ROAD SOUTH AND WEST FOR 0.3 MILE TO FENCE CORNER
 NM1824'ON WEST SIDE OF ROAD), TO REACH STATION GO EAST 0.1 MILE TO
 NM1824'TOP OF WOODED HILL.
 NM1824'
 NM1824'STATION MARK IS ON HIGHEST POINT OF A HIGH NORTH-SOUTH RIDGE,
 NM1824'NOT CULTIVATED AND SPARSELY WOODED, 233 FEET SOUTH OF EAST-WEST
 NM1824'FENCE LINE, 6 FEET WEST OF WHITE REFERENCE POST, IS STAMPED
 NM1824'CENTRAL 1940, AND PROJECTS 4 INCHES.  UNDERGROUND MARK IS 40
 NM1824'INCHES BENEATH SURFACE.
 NM1824'
 NM1824'REFERENCE MARK NO. 1 IS ON WEST SLOPE OF RIDGE, ABOUT 6 FEET
 NM1824'LOWER THAN STATION, IS STAMPED CENTRAL R.M. 1 1940, AND PROJECTS
 NM1824'6 INCHES.
 NM1824'
 NM1824'REFERENCE MARK NO. 2 IS LEVEL WITH STATION, 123 FEET SOUTH
 NM1824'OF EAST-WEST FENCE LINE, IS STAMPED CENTRAL NO. 2 1940, AND
 NM1824'PROJECTS 4 INCHES.
 NM1824'
 NM1824'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION IN SOUTHEAST CORNER
 NM1824'OF UNCULTIVATED FIELD, 5-1/2 FEET WEST OF NORTH-SOUTH FENCE
 NM1824'LINE, 3 FEET NORTH OF EAST-WEST FENCE LINE, 3 FEET WEST OF
 NM1824'WHITE REFERENCE POST, IS STAMPED CENTRAL 1940, AND PROJECTS
 NM1824'6 INCHES.
 NM1824'
 NM1824'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1824'AS DESCRIBED.
 NM1824'
 NM1824'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NM1824
 NM1824                          STATION RECOVERY (1974)
 NM1824
 NM1824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NM1824'ALL MARKS OK.  A NEW TO REACH FOLLOWS.
 NM1824'
 NM1824'FROM KNOX COUNTY COURTHOUSE AT CENTER, NEB. PROCEED SOUTH AND
 NM1824'EAST ON STATE HWY. 84 1.53 MI. TO JUNCTION OF STATE HWY
 NM1824'13, CONTINUE EAST (LEFT) ON STATE HWY. 84 FOR 3.35 MI. TO FARM
 NM1824'ROAD SOUTH.  TURN RIGHT (SOUTH) PASS THROUGH GATE, CONTINUE
 NM1824'SOUTH AND WEST ON FARM ROAD FOR 1.0 MI. TO ROAD FORKS AND
 NM1824'GATE ON LEFT.  TAKE LEFT FORK, PASS THROUGH GATE (SOUTH)
 NM1824'AND CONTINUE FOR 0.13 MI. TO FORKS.  TAKE LEFT FORK AND
 NM1824'TRAVEL 0.2 MI. SE TO GATE, PASS THROUGH GATE AND BEAR LEAFT
 NM1824'(EAST) TO TOP OF WOODED HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1072 ***********************************************************************
 ML1072  DESIGNATION -  CENTRAL CITY MUN STANDPIPE
 ML1072  PID         -  ML1072
 ML1072  STATE/COUNTY-  NE/MERRICK
 ML1072  COUNTRY     -  US
 ML1072  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML1072
 ML1072                         *CURRENT SURVEY CONTROL
 ML1072  ______________________________________________________________________
 ML1072* NAD 83(1995) POSITION- 41 06 46.47511(N) 098 00 24.51931(W)   ADJUSTED
 ML1072  ______________________________________________________________________
 ML1072  GEOID HEIGHT    -        -25.277 (meters)                     GEOID18
 ML1072  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 ML1072  HORZ ORDER      -  THIRD
 ML1072
 ML1072.The horizontal coordinates were established by classical geodetic methods
 ML1072.and adjusted by the National Geodetic Survey in August 1997.
 ML1072
 ML1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1072.GEOID18 height accuracy estimate available here.
 ML1072
 ML1072.Click photographs - Photos may exist for this station.
 ML1072
 ML1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1072
 ML1072. The following values were computed from the NAD 83(1995) position.
 ML1072
 ML1072;                    North         East     Units Scale Factor Converg.
 ML1072;SPC NE       -   143,995.234   667,342.763   MT  0.99968197   +1 19 15.2
 ML1072;SPC NE       -   472,424.36  2,189,440.38   sFT  0.99968197   +1 19 15.2
 ML1072;UTM  14      - 4,551,766.491   583,386.591   MT  0.99968558   +0 39 11.2
 ML1072
 ML1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8338651766(NAD 83)
 ML1072
 ML1072                          SUPERSEDED SURVEY CONTROL
 ML1072
 ML1072  NAD 83(1986)-  41 06 46.48224(N)    098 00 24.52189(W) AD(       ) 3
 ML1072  NAD 27      -  41 06 46.43500(N)    098 00 23.31400(W) AD(       ) 3
 ML1072
 ML1072.Superseded values are not recommended for survey control.
 ML1072
 ML1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1072.See file dsdata.pdf to determine how the superseded data were derived.
 ML1072
 ML1072_MARKER: 52 = STANDPIPE TANK
 ML1072
 ML1072  HISTORY     - Date     Condition        Report By
 ML1072  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1072  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 ML1072
 ML1072                          STATION DESCRIPTION
 ML1072
 ML1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1072'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE SMALL
 ML1072'CITY OF CENTRAL CITY.  IT IS APPROXIMATELY 120 FEET HIGH
 ML1072'AND IS PAINTED SILVER.
 ML1072'
 ML1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 ML1072'AND STATE ROUTE 14 IN CENTRAL CITY, GO SOUTHWEST ON U.S.
 ML1072'HIGHWAY 30 FOR 0.3 MILE TO STATION ON RIGHT SIDE OF HIGHWAY.
 ML1072'
 ML1072'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE.
 ML1072
 ML1072                          STATION RECOVERY (2004)
 ML1072
 ML1072'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML1072'STATION NOT FOUND. NO TANK EXISTS ON THE NORTH SIDE OF U.S. HIGHWAY
 ML1072'30. A NEW TANK HAS BEEN BUILT 1/2 MILE WEST OF STATE ROAD 14 AND 3
 ML1072'BLOCKS SOUTH OF U.S. HIGHWAY 30. THIS STATION SHOULD BE DECLARED
 ML1072'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DL7806 ***********************************************************************
 DL7806  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7806  DESIGNATION -  CENTRAL NE PPID CORS ARP
 DL7806  CORS_ID     -  NEHO
 DL7806  PID         -  DL7806
 DL7806  STATE/COUNTY-  NE/PHELPS
 DL7806  COUNTRY     -  US
 DL7806  USGS QUAD   -  HOLDREGE EAST (2017)
 DL7806
 DL7806                         *CURRENT SURVEY CONTROL
 DL7806  ______________________________________________________________________
 DL7806* NAD 83(2011) POSITION- 40 26 17.90674(N) 099 21 43.23455(W)   ADJUSTED
 DL7806* NAD 83(2011) ELLIP HT-   685.687 (meters)        (06/??/19)   ADJUSTED
 DL7806* NAD 83(2011) EPOCH   -  2010.00
 DL7806  ______________________________________________________________________
 DL7806  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 DL7806  NAD 83(2011) X  -   -790,878.151 (meters)                     COMP
 DL7806  NAD 83(2011) Y  - -4,797,045.195 (meters)                     COMP
 DL7806  NAD 83(2011) Z  -  4,115,593.038 (meters)                     COMP
 DL7806
 DL7806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7806  Standards:
 DL7806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7806  -------------------------------------------------------------------
 DL7806  NETWORK    0.15   0.37           0.05   0.07   0.19      0.12606400
 DL7806  -------------------------------------------------------------------
 DL7806
 DL7806.The coordinates were established by GPS observations
 DL7806.and adjusted by the National Geodetic Survey in June 2019.
 DL7806
 DL7806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7806.been affixed to the stable North American Tectonic Plate. 
 DL7806
 DL7806.The coordinates are valid at the epoch date displayed above
 DL7806.which is a decimal equivalence of Year/Month/Day.
 DL7806
 DL7806.Due to the release of the International GNSS Service (IGS) 2014
 DL7806.realization of the International Terrestrial Reference Frame of 2014
 DL7806.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7806.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7806.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7806.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7806.currently published epoch of 2010.00.
 DL7806
 DL7806.Additional information on MYCS2 is available at
 DL7806.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7806
 DL7806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7806.GEOID18 height accuracy estimate available here.
 DL7806
 DL7806.The PID for the CORS L1 Phase Center is DL7807.
 DL7806
 DL7806.Click photographs - Photos may exist for this station.
 DL7806
 DL7806.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7806
 DL7806.The ellipsoidal height was determined by GPS observations
 DL7806.and is referenced to NAD 83.
 DL7806
 DL7806. The following values were computed from the NAD 83(2011) position.
 DL7806
 DL7806;                    North         East     Units Scale Factor Converg.
 DL7806;SPC NE       -    67,370.708   554,120.865   MT  0.99983054   +0 25 22.1
 DL7806;SPC NE       -   221,032.06  1,817,978.20   sFT  0.99983054   +0 25 22.1
 DL7806;UTM  14      - 4,476,469.816   469,297.416   MT  0.99961160   -0 14 05.3
 DL7806
 DL7806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7806!SPC NE       -   0.99989245  x   0.99983054  =   0.99972301
 DL7806!UTM  14      -   0.99989245  x   0.99961160  =   0.99950409
 DL7806
 DL7806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6929776469(NAD 83)
 DL7806
 DL7806                          SUPERSEDED SURVEY CONTROL
 DL7806
 DL7806  NAD 83(2011)-  40 26 17.90679(N)    099 21 43.23456(W) AD(2010.00) c
 DL7806  ELLIP H (08/??/11)  685.677  (m)                       GP(2010.00) c c
 DL7806  NAD 83(CORS)-  40 26 17.90689(N)    099 21 43.23530(W) AD(2002.00) c
 DL7806  ELLIP H (05/??/10)  685.673  (m)                       GP(2002.00) c c
 DL7806
 DL7806.Superseded values are not recommended for survey control.
 DL7806
 DL7806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7806.See file dsdata.pdf to determine how the superseded data were derived.
 DL7806
 DL7806_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7806
 DL7806                          STATION DESCRIPTION
 DL7806
 DL7806'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL7806'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL7806'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL7806'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL7806'https://geodesy.noaa.gov/CORS/data.shtml
 DL7806'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1060 ***********************************************************************
 LH1060  DESIGNATION -  CENTRAL NEBR PUB PWR RAD TWR 2
 LH1060  PID         -  LH1060
 LH1060  STATE/COUNTY-  NE/GOSPER
 LH1060  COUNTRY     -  US
 LH1060  USGS QUAD   -  BERTRAND NW (2017)
 LH1060
 LH1060                         *CURRENT SURVEY CONTROL
 LH1060  ______________________________________________________________________
 LH1060* NAD 83(1995) POSITION- 40 40 46.22348(N) 099 44 56.97947(W)   ADJUSTED
 LH1060  ______________________________________________________________________
 LH1060  GEOID HEIGHT    -        -24.076 (meters)                     GEOID18
 LH1060  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 LH1060  HORZ ORDER      -  THIRD
 LH1060
 LH1060.The horizontal coordinates were established by classical geodetic methods
 LH1060.and adjusted by the National Geodetic Survey in August 1997.
 LH1060
 LH1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1060.GEOID18 height accuracy estimate available here.
 LH1060
 LH1060.Click photographs - Photos may exist for this station.
 LH1060
 LH1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1060
 LH1060. The following values were computed from the NAD 83(1995) position.
 LH1060
 LH1060;                    North         East     Units Scale Factor Converg.
 LH1060;SPC NE       -    93,980.328   521,201.202   MT  0.99976174   +0 09 58.4
 LH1060;SPC NE       -   308,333.79  1,709,974.28   sFT  0.99976174   +0 09 58.4
 LH1060;UTM  14      - 4,503,450.037   436,689.940   MT  0.99964933   -0 29 18.0
 LH1060
 LH1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3668903450(NAD 83)
 LH1060
 LH1060                          SUPERSEDED SURVEY CONTROL
 LH1060
 LH1060  NAD 83(1986)-  40 40 46.22911(N)    099 44 56.98251(W) AD(       ) 3
 LH1060  NAD 27      -  40 40 46.20700(N)    099 44 55.56800(W) AD(       ) 3
 LH1060
 LH1060.Superseded values are not recommended for survey control.
 LH1060
 LH1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1060.See file dsdata.pdf to determine how the superseded data were derived.
 LH1060
 LH1060_MARKER: 43 = RADIO/TV TOWER
 LH1060
 LH1060  HISTORY     - Date     Condition        Report By
 LH1060  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1060
 LH1060                          STATION DESCRIPTION
 LH1060
 LH1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1060'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LEXINGTON, ON THE
 LH1060'TOP OF A LARGE MOUND OF DIRT, 150 FEET WEST OF THE WEST BANK OF AN
 LH1060'IRRIGATION CANAL AND 100 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1060'DIRT ROAD.
 LH1060'
 LH1060'IT IS A 4 LEGGED STEEL STRUCTURE AND HAS A 12 INCH STEEL PLATE
 LH1060'ON ITS TOP.  THE OVERALL HEIGHT IS 75 FEET.
 LH1060'
 LH1060'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LH1060'
 LH1060'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LH1060'SQUARE IN LEXINGTON, GO SOUTH ON A PAVED STREET FOR 0.2 MILE TO
 LH1060'THE JUNCTION OF U.S. HIGHWAYS 30 AND 283.  GO SOUTH AND WEST ON
 LH1060'U.S. HIGHWAY 283 FOR 3.45 MILES TO A T ROAD LEFT, TURN LEFT AND
 LH1060'GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A T ROAD
 LH1060'INTERSECTION.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.6
 LH1060'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED
 LH1060'ROAD FOR 1.0 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO
 LH1060'WEST ON A DIRT ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 LH1060'FORK AND GO SOUTHERLY FOR 0.3 MILE TO A GATE ON THE RIGHT,
 LH1060'TURN RIGHT THROUGH GATE AND CONTINUE SOUTHWEST ON A DIRT ROAD
 LH1060'FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST AND
 LH1060'SOUTH ON A DIRT ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT
 LH1060'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1064 ***********************************************************************
 LH1064  DESIGNATION -  CENTRAL NEBR PUB PWR RAD TWR 1
 LH1064  PID         -  LH1064
 LH1064  STATE/COUNTY-  NE/GOSPER
 LH1064  COUNTRY     -  US
 LH1064  USGS QUAD   -  JOHNSON LAKE (2017)
 LH1064
 LH1064                         *CURRENT SURVEY CONTROL
 LH1064  ______________________________________________________________________
 LH1064* NAD 83(1995) POSITION- 40 41 30.70942(N) 099 49 26.42848(W)   ADJUSTED
 LH1064  ______________________________________________________________________
 LH1064  GEOID HEIGHT    -        -23.964 (meters)                     GEOID18
 LH1064  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LH1064  HORZ ORDER      -  THIRD
 LH1064
 LH1064.The horizontal coordinates were established by classical geodetic methods
 LH1064.and adjusted by the National Geodetic Survey in August 1997.
 LH1064
 LH1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1064.GEOID18 height accuracy estimate available here.
 LH1064
 LH1064.Click photographs - Photos may exist for this station.
 LH1064
 LH1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1064
 LH1064. The following values were computed from the NAD 83(1995) position.
 LH1064
 LH1064;                    North         East     Units Scale Factor Converg.
 LH1064;SPC NE       -    95,336.621   514,872.270   MT  0.99975869   +0 06 59.9
 LH1064;SPC NE       -   312,783.56  1,689,210.11   sFT  0.99975869   +0 06 59.9
 LH1064;UTM  14      - 4,504,878.356   430,377.575   MT  0.99965966   -0 32 14.2
 LH1064
 LH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3037704878(NAD 83)
 LH1064
 LH1064                          SUPERSEDED SURVEY CONTROL
 LH1064
 LH1064  NAD 83(1986)-  40 41 30.71496(N)    099 49 26.43192(W) AD(       ) 3
 LH1064  NAD 27      -  40 41 30.69600(N)    099 49 25.01400(W) AD(       ) 3
 LH1064
 LH1064.Superseded values are not recommended for survey control.
 LH1064
 LH1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1064.See file dsdata.pdf to determine how the superseded data were derived.
 LH1064
 LH1064_MARKER: 43 = RADIO/TV TOWER
 LH1064
 LH1064  HISTORY     - Date     Condition        Report By
 LH1064  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1064
 LH1064                          STATION DESCRIPTION
 LH1064
 LH1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1064'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF LEXINGTON
 LH1064'AND 8 MILES NORTH OF ELWOOD.  IT IS 35 FEET NORTH OF THE NORTH
 LH1064'BANK OF AN IRRIGATION CANAL AND 20 FEET NORTH OF THE CENTER OF
 LH1064'AN EAST-WEST DIRT ROAD.
 LH1064'
 LH1064'IT IS A 4 LEGGED STEEL STRUCTURE AND HAS A 12 INCH STEEL PLATE ON
 LH1064'ITS TOP.  THE OVERALL HEIGHT IS 75 FEET.
 LH1064'
 LH1064'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LH1064'
 LH1064'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO EASTERLY
 LH1064'ON U.S. HIGHWAY 283 AND STATE HIGHWAY 23 FOR 1.1 MILE, AT THIS
 LH1064'POINT LEAVE STATE HIGHWAY 23, TURN LEFT AND GO NORTH AND EAST ON
 LH1064'U.S. HIGHWAY 283 FOR 8.3 MILES TO A T ROAD LEFT.  TURN LEFT AND GO
 LH1064'WEST ON A DIRT ROAD FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT AND
 LH1064'GO NORTHERLY ON A GRAVELED ROAD FOR 0.55 MILE TO A BRIDGE ACROSS
 LH1064'THE IRRIGATION CANAL.  CROSS THE BRIDGE THEN TURN RIGHT AND GO
 LH1064'EAST ON A DIRT ROAD ALONG THE NORTH SIDE OF THE CANAL FOR 0.35
 LH1064'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2075 ***********************************************************************
 MK2075  DESIGNATION -  CERESCO MUNICIPAL TANK
 MK2075  PID         -  MK2075
 MK2075  STATE/COUNTY-  NE/SAUNDERS
 MK2075  COUNTRY     -  US
 MK2075  USGS QUAD   -  CERESCO (2017)
 MK2075
 MK2075                         *CURRENT SURVEY CONTROL
 MK2075  ______________________________________________________________________
 MK2075* NAD 83(1995) POSITION- 41 03 41.87907(N) 096 38 48.46702(W)   ADJUSTED
 MK2075  ______________________________________________________________________
 MK2075  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 MK2075  LAPLACE CORR    -          4.48  (seconds)                    DEFLEC18
 MK2075  HORZ ORDER      -  THIRD
 MK2075
 MK2075.The horizontal coordinates were established by classical geodetic methods
 MK2075.and adjusted by the National Geodetic Survey in August 1997.
 MK2075
 MK2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2075.GEOID18 height accuracy estimate available here.
 MK2075
 MK2075.Click photographs - Photos may exist for this station.
 MK2075
 MK2075.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2075
 MK2075. The following values were computed from the NAD 83(1995) position.
 MK2075
 MK2075;                    North         East     Units Scale Factor Converg.
 MK2075;SPC NE       -   141,836.870   781,700.996   MT  0.99968846   +2 13 19.8
 MK2075;SPC NE       -   465,343.13  2,564,630.68   sFT  0.99968846   +2 13 19.8
 MK2075;UTM  14      - 4,548,267.001   697,731.283   MT  1.00008122   +1 32 46.5
 MK2075
 MK2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9773148267(NAD 83)
 MK2075
 MK2075                          SUPERSEDED SURVEY CONTROL
 MK2075
 MK2075  NAD 83(1986)-  41 03 41.89050(N)    096 38 48.47040(W) AD(       ) 3
 MK2075  NAD 27      -  41 03 41.87102(N)    096 38 47.38486(W) AD(       ) 3
 MK2075
 MK2075.Superseded values are not recommended for survey control.
 MK2075
 MK2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2075.See file dsdata.pdf to determine how the superseded data were derived.
 MK2075
 MK2075
 MK2075  HISTORY     - Date     Condition        Report By
 MK2075  HISTORY     - 1967     MONUMENTED       USGS
 MK2075  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 MK2075
 MK2075                          STATION DESCRIPTION
 MK2075
 MK2075'DESCRIBED BY US POWER SQUADRON 2002 (AMM)
 MK2075'SITE LOCATED. MUNICIPAL TANK AT CERESCO OBSERVED IN 1967 HAS BEEN TORN
 MK2075'DOWN. ACCORDING TO VILLAGE CLERK OF CERESCO, THE TANK WAS LOCATED
 MK2075'SOUTH OF MAIN ST., NORTH OF EDWIN ST., AND WEST OF 3RD ST. A NEW WATER
 MK2075'TANK HAS BEEN ERECTED ACROSS U.S. HWY 77 EAST OF THE TOWN ON TOP OF A
 MK2075'HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0684 ***********************************************************************
 NP0684  DESIGNATION -  CHADRON
 NP0684  PID         -  NP0684
 NP0684  STATE/COUNTY-  NE/DAWES
 NP0684  COUNTRY     -  US
 NP0684  USGS QUAD   -  CHADRON EAST (2017)
 NP0684
 NP0684                         *CURRENT SURVEY CONTROL
 NP0684  ______________________________________________________________________
 NP0684* NAD 83(1996) POSITION- 42 51 18.17311(N) 102 59 40.30074(W)   ADJUSTED
 NP0684* NAVD 88 ORTHO HEIGHT -  1084.34  (+/-2cm)     3557.5   (feet) VERTCON
 NP0684  ______________________________________________________________________
 NP0684  GEOID HEIGHT    -        -17.986 (meters)                     GEOID18
 NP0684  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 NP0684  HORZ ORDER      -  FIRST
 NP0684  VERT ORDER      -  THIRD ? (See Below)
 NP0684
 NP0684.The horizontal coordinates were established by classical geodetic methods
 NP0684.and adjusted by the National Geodetic Survey in January 1998.
 NP0684
 NP0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0684
 NP0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0684.GEOID18 height accuracy estimate available here.
 NP0684
 NP0684.The vertical order pertains to the NGVD 29 superseded value.
 NP0684
 NP0684.Click photographs - Photos may exist for this station.
 NP0684
 NP0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0684
 NP0684. The following values were computed from the NAD 83(1996) position.
 NP0684
 NP0684;                    North         East     Units Scale Factor Converg.
 NP0684;SPC NE       -   339,756.677   255,314.505   MT  0.99993674   -1 59 04.1
 NP0684;SPC NE       - 1,114,685.03    837,644.34   sFT  0.99993674   -1 59 04.1
 NP0684;UTM  13      - 4,746,669.091   663,849.003   MT  0.99993029   +1 21 51.5
 NP0684
 NP0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0684!SPC NE       -   0.99983280  x   0.99993674  =   0.99976955
 NP0684!UTM  13      -   0.99983280  x   0.99993029  =   0.99976310
 NP0684
 NP0684:                Primary Azimuth Mark                     Grid Az
 NP0684:SPC NE       -  CHADRON AZ MK                            194 15 59.1
 NP0684:UTM  13      -  CHADRON AZ MK                            190 55 03.5
 NP0684
 NP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6384946669(NAD 83)
 NP0684
 NP0684|---------------------------------------------------------------------|
 NP0684| PID    Reference Object                     Distance      Geod. Az  |
 NP0684|                                                           dddmmss.s |
 NP0684| NP0769 CHADRON AZ MK                       APPROX. 1.3 KM 1921655.0 |
 NP0684| NP0688 CHADRON C AND NW RR WEST TANK       APPROX. 2.4 KM 1972116.9 |
 NP0684| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX. 2.4 KM 1980556.7 |
 NP0684| NP0772 CHADRON RM 3                         24.666 METERS 25758     |
 NP0684| NP0771 CHADRON RM 2                         24.500 METERS 35231     |
 NP0684| NP0770 CHADRON RM 1                         24.688 METERS 35232     |
 NP0684|---------------------------------------------------------------------|
 NP0684
 NP0684                          SUPERSEDED SURVEY CONTROL
 NP0684
 NP0684  NAD 83(1995)-  42 51 18.17309(N)    102 59 40.30068(W) AD(       ) 1
 NP0684  NAD 83(1993)-  42 51 18.17118(N)    102 59 40.29983(W) AD(       ) 1
 NP0684  NAD 83(1986)-  42 51 18.16139(N)    102 59 40.29103(W) AD(       ) 1
 NP0684  NAD 27      -  42 51 18.25300(N)    102 59 38.62800(W) AD(       ) 1
 NP0684  NGVD 29            1083.80   (m)         3555.8    (f) LEVELING    3  
 NP0684
 NP0684.Superseded values are not recommended for survey control.
 NP0684
 NP0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0684.See file dsdata.pdf to determine how the superseded data were derived.
 NP0684
 NP0684_MARKER: DS = TRIANGULATION STATION DISK
 NP0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0684_STAMPING: CHADRON 1934
 NP0684_MARK LOGO: CGS
 NP0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0684+STABILITY: SURFACE MOTION
 NP0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0684+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1982
 NP0684
 NP0684  HISTORY     - Date     Condition        Report By
 NP0684  HISTORY     - 1934     MONUMENTED       CGS
 NP0684  HISTORY     - 1934     GOOD             CGS
 NP0684  HISTORY     - 1941     GOOD             CGS
 NP0684  HISTORY     - 1943     GOOD             CGS
 NP0684  HISTORY     - 1969     GOOD             CGS
 NP0684  HISTORY     - 1974     GOOD             LOCSUR
 NP0684  HISTORY     - 19820805 GOOD             NGS
 NP0684
 NP0684                          STATION DESCRIPTION
 NP0684
 NP0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0684'STATION IS ON TOP OF A PASTURE HILL, 200 YARDS E OF THE GRADED
 NP0684'HIGHWAY, WHICH RUNS N FROM CHADRON, AND ABOUT 150 YARDS N OF
 NP0684'A WIRE FENCE.  THE HILL ON WHICH THE STATION IS LOCATED IS THE
 NP0684'HILL E OF THE TOP OF THE FIRST GRADE OUT OF CHADRON AND OVERLOOKS
 NP0684'THE ENTIRE TOWN.
 NP0684'
 NP0684'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 NP0684'IN CONCRETE.
 NP0684'
 NP0684'THE AZIMUTH MARK IS LOCATED 37 FEET E OF THE CENTER LINE OF
 NP0684'N-AND-S GRADED ROAD, 3 FEET E OF A N-AND-S FENCE, AND 89 FEET
 NP0684'N OF THE CORNER POST OF FIELD, WHICH IS ALSO THE S POST OF A
 NP0684'WIRE GATE IN THE N-AND-S FENCE.
 NP0684
 NP0684                          STATION RECOVERY (1934)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NP0684'RECOVERED IN GOOD CONDITION.
 NP0684
 NP0684                          STATION RECOVERY (1941)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0684'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NP0684'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 NP0684'
 NP0684'STATION IS LOCATED ABOUT 1.6 MILES N OF CHADRON, ON TOP OF A
 NP0684'PASTURE HILL 200 YARDS E OF A GRADED ROAD, 150 YARDS N OF A WIRE
 NP0684'FENCE AND 6 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 NP0684'CHADRON 1934 AND PROJECTS ABOUT 8 INCHES.
 NP0684'
 NP0684'REFERENCE MARK NO. 1 IS STAMPED CHADRON NO. 1 1934 AND PROJECTS
 NP0684'ABOUT 12 INCHES.
 NP0684'
 NP0684'REFERENCE MARK NO. 2 IS STAMPED CHADRON NO. 2 1934 AND PROJECTS
 NP0684'ABOUT 8 INCHES.
 NP0684'
 NP0684'THE AZIMUTH MARK IS ABOUT 50 YARDS N OF A CROSS ROAD INTERSECTION,
 NP0684'38 FEET E OF THE CENTER LINE OF A DIRT ROAD, 3 FEET S OF A WHITE
 NP0684'REFERENCE POST AND 1 FOOT W OF A FENCE.  IT IS STAMPED CHADRON
 NP0684'AZIMUTH 1934 AND PROJECTS ABOUT 8 INCHES.
 NP0684'
 NP0684'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO N
 NP0684'ON MAIN STREET AND CONTINUE N ON GRADED ROAD FOR 0.9 MILE TO A
 NP0684'CROSS ROAD, PASS THROUGH WIRE GATE AT THE NE CORNER OF THE
 NP0684'INTERSECTION AND GO N ALONG THE E SIDE OF THE FENCE FOR ABOUT
 NP0684'50 YARDS TO THE AZIMUTH MARK ON THE LEFT IN THE FENCE LINE,
 NP0684'CONTINUE N ALONG FENCE FOR 0.7 MILE TO A FENCE CORNER, PASS
 NP0684'THROUGH FENCE AND GO NE ABOUT 300 YARDS TO THE HIGHEST POINT
 NP0684'OF HILL AND STATION.
 NP0684
 NP0684                          STATION RECOVERY (1943)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EW)
 NP0684'STATION RECOVERED IN EXCELLENT CONDITION.
 NP0684
 NP0684                          STATION RECOVERY (1969)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 NP0684'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0684'
 NP0684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 NP0684'NORTH OF CHADRON.
 NP0684
 NP0684                          STATION RECOVERY (1974)
 NP0684
 NP0684'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (DWV)
 NP0684'STATION RECOVERED BY CHADRON STATE COLLEGE
 NP0684'
 NP0684'CHADRON 1934-FAIR, ONE CORNER OF CONCRETE CRUMBLED AWAY ON
 NP0684'STATION.
 NP0684'
 NP0684'REFERENCE MARK NO 1-POOR, BROKEN FROM ORIGINAL POINT OF PLACEMENT
 NP0684'
 NP0684'REFERENCE MARK NO 1 MUST BE REPLACED AND RESET.
 NP0684'
 NP0684'ALL OTHER MARKS ARE IN EXCELLENT CONDITION.
 NP0684
 NP0684                          STATION RECOVERY (1982)
 NP0684
 NP0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NP0684'THE SURFACE STATION MARK WAS RECOVERED WITH THE WEST CORNER BROKEN
 NP0684'AWAY.  RM 1 WAS FOUND DESTROYED.  RM 2 AND THE AZIMUTH MARK WERE
 NP0684'RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS REPAIRED AND RM 3
 NP0684'WAS ESTABLISHED.  AN ADEQUATE CHECK TO RM 2 WAS OBTAINED.
 NP0684'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTH FROM CHADRON, 275 M
 NP0684'(902.2 FT) EAST FROM A GRAVELED ROAD, 0.32 KM (0.20 MI) NORTHEAST
 NP0684'FROM A LARGE, SQUARE, MICROWAVE ANTENNA AND ON PROPERTY OWNED BY DALE
 NP0684'ANDERSON, ROUTE 2, BOX 63, CHADRON, NEBRASKA  69337.  TELEPHONE 308
 NP0684'432 5285.
 NP0684'TO REACH FROM THE CHADRON CITY OFFICES BUILDING, GO NORTH ON MAIN
 NP0684'STREET FOR 1.45 KM (0.90 MI) TO A CROSSROAD AND THE AZIMUTH MARK IN
 NP0684'THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE NORTH ON A
 NP0684'GRAVELED ROAD FOR 1.21 KM (0.75 MI) TO THE MICROWAVE ANTENNA, A
 NP0684'T-FENCE, AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE,
 NP0684'AND GO NORTHEAST ACROSS PASTURELAND, TO THE TOP OF A LARGE PROMINENT
 NP0684'HILL AND THE STATION.
 NP0684'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 NP0684'PROJECTS 30 CM ABOVE THE GROUND.  THERE ARE NO LOCAL OBJECTS TO
 NP0684'REFERENCE TO.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0769 ***********************************************************************
 NP0769  DESIGNATION -  CHADRON AZ MK
 NP0769  PID         -  NP0769
 NP0769  STATE/COUNTY-  NE/DAWES
 NP0769  COUNTRY     -  US
 NP0769  USGS QUAD   -  CHADRON EAST (2017)
 NP0769
 NP0769                         *CURRENT SURVEY CONTROL
 NP0769  ______________________________________________________________________
 NP0769* NAD 83(1995) POSITION- 42 50 36.24702(N) 102 59 52.70443(W)   ADJUSTED
 NP0769* NAVD 88 ORTHO HEIGHT -  1037.9   (meters)     3405.    (feet) VERTCON
 NP0769  ______________________________________________________________________
 NP0769  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 NP0769  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 NP0769  HORZ ORDER      -  THIRD
 NP0769
 NP0769.The horizontal coordinates were established by classical geodetic methods
 NP0769.and adjusted by the National Geodetic Survey in August 1997.
 NP0769
 NP0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0769
 NP0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0769.GEOID18 height accuracy estimate available here.
 NP0769
 NP0769.Click photographs - Photos may exist for this station.
 NP0769
 NP0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0769
 NP0769. The following values were computed from the NAD 83(1995) position.
 NP0769
 NP0769;                    North         East     Units Scale Factor Converg.
 NP0769;SPC NE       -   338,473.529   254,988.236   MT  0.99993194   -1 59 12.3
 NP0769;SPC NE       - 1,110,475.24    836,573.90   sFT  0.99993194   -1 59 12.3
 NP0769;UTM  13      - 4,745,369.082   663,598.241   MT  0.99992928   +1 21 42.0
 NP0769
 NP0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0769!SPC NE       -   0.99984007  x   0.99993194  =   0.99977202
 NP0769!UTM  13      -   0.99984007  x   0.99992928  =   0.99976936
 NP0769
 NP0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6359845369(NAD 83)
 NP0769
 NP0769                          SUPERSEDED SURVEY CONTROL
 NP0769
 NP0769  NAD 83(1993)-  42 50 36.24508(N)    102 59 52.70371(W) AD(       ) 3
 NP0769  NAD 83(1986)-  42 50 36.23526(N)    102 59 52.69468(W) AD(       ) 3
 NP0769  NGVD 29 (02/17/94) 1037.4    (m)         3404.     (f) VERT ANG       
 NP0769
 NP0769.Superseded values are not recommended for survey control.
 NP0769
 NP0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0769.See file dsdata.pdf to determine how the superseded data were derived.
 NP0769
 NP0769_MARKER: DR = REFERENCE MARK DISK
 NP0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0769_STAMPING: CHADRON AZIMUTH 1934
 NP0769_MARK LOGO: CGS
 NP0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0769+STABILITY: SURFACE MOTION
 NP0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0769+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1982
 NP0769
 NP0769  HISTORY     - Date     Condition        Report By
 NP0769  HISTORY     - 1934     MONUMENTED       CGS
 NP0769  HISTORY     - 19820805 GOOD             NGS
 NP0769
 NP0769                          STATION DESCRIPTION
 NP0769
 NP0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NP0769'THE MARK IS LOCATED ABOUT 1.45 KM (0.90 MI) NORTH FROM CHADRON AND IN
 NP0769'THE NORTHEAST ANGLE OF AN INTERSECTION AND ON ROAD RIGHT-OF-WAY.
 NP0769'TO REACH FROM THE CHADRON CITY OFFICES BUILDING, GO NORTH ON MAIN
 NP0769'STREET FOR 1.45 KM (0.90 MI) TO A CROSSROAD AND THE STATION.
 NP0769'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5
 NP0769'CM ABOVE THE GROUND.  IT IS 39.9 M (130.9 FT) NORTH FROM THE
 NP0769'CENTERLINE OF THE EAST/WEST ROAD, 13.7 M (44.9 FT) EAST FROM THE
 NP0769'CENTERLINE OF THE NORTH/SOUTH ROAD, 0.3 M (1.0 FT) SOUTH FROM A
 NP0769'WITNESS POST AND 0.15 M (0.49 FT) WEST FROM A FENCE.
 NP0769'AN ELECTRONIC TRAVERSE WAS MADE FROM STATION CHADRON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0688 ***********************************************************************
 NP0688  DESIGNATION -  CHADRON C AND NW RR WEST TANK
 NP0688  PID         -  NP0688
 NP0688  STATE/COUNTY-  NE/DAWES
 NP0688  COUNTRY     -  US
 NP0688  USGS QUAD   -  CHADRON WEST (2017)
 NP0688
 NP0688                         *CURRENT SURVEY CONTROL
 NP0688  ______________________________________________________________________
 NP0688* NAD 83(1996) POSITION- 42 50 05.01307(N) 103 00 11.36633(W)   ADJUSTED
 NP0688  ______________________________________________________________________
 NP0688  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 NP0688  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 NP0688  HORZ ORDER      -  THIRD
 NP0688
 NP0688.The horizontal coordinates were established by classical geodetic methods
 NP0688.and adjusted by the National Geodetic Survey in January 1998.
 NP0688
 NP0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0688.GEOID18 height accuracy estimate available here.
 NP0688
 NP0688.Click photographs - Photos may exist for this station.
 NP0688
 NP0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0688
 NP0688. The following values were computed from the NAD 83(1996) position.
 NP0688
 NP0688;                    North         East     Units Scale Factor Converg.
 NP0688;SPC NE       -   337,525.057   254,531.282   MT  0.99992839   -1 59 24.7
 NP0688;SPC NE       - 1,107,363.46    835,074.71   sFT  0.99992839   -1 59 24.7
 NP0688;UTM  13      - 4,744,395.542   663,197.463   MT  0.99992767   +1 21 28.5
 NP0688
 NP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6319744395(NAD 83)
 NP0688
 NP0688                          SUPERSEDED SURVEY CONTROL
 NP0688
 NP0688  NAD 83(1995)-  42 50 05.01304(N)    103 00 11.36629(W) AD(       ) 3
 NP0688  NAD 83(1993)-  42 50 05.01106(N)    103 00 11.36567(W) AD(       ) 3
 NP0688  NAD 83(1986)-  42 50 05.00069(N)    103 00 11.35636(W) AD(       ) 3
 NP0688  NAD 27      -  42 50 05.08600(N)    103 00 09.69300(W) AD(       ) 3
 NP0688
 NP0688.Superseded values are not recommended for survey control.
 NP0688
 NP0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0688.See file dsdata.pdf to determine how the superseded data were derived.
 NP0688
 NP0688_MARKER: 53 = ELEVATED TANK
 NP0688
 NP0688  HISTORY     - Date     Condition        Report By
 NP0688  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0688  HISTORY     - 1941     GOOD             CGS
 NP0688
 NP0688                          STATION DESCRIPTION
 NP0688
 NP0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0688'THIS STATION IS A BLACK STEEL WATER TANK ON A LOW STEEL TOWER.
 NP0688'ITS OVERALL HEIGHT IS 60 FEET AND ITS CAPACITY IS 50,000
 NP0688'GALLONS.
 NP0688'
 NP0688'IT IS LOCATED IN THE RAILROAD YARDS OF THE CHICAGO AND NORTHWESTERN
 NP0688'RAILROAD, JUST W OF THE ROUNDHOUSE AND N OF THE TRACKS.  FINIAL
 NP0688'OF TANK USED AS INTERSECTION POINT.
 NP0688
 NP0688                          STATION RECOVERY (1941)
 NP0688
 NP0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0688'STATION IS LOCATED IN THE RAILROAD YARDS OF THE CHICAGO AND
 NP0688'NORTHWESTERN RAILROAD, JUST W OF THE ROUNDHOUSE, ON THE N
 NP0688'SIDE OF THE MAIN LINE TRACKS AND 38 PACES E OF THE RAILROAD
 NP0688'OIL STANDPIPE.
 NP0688'
 NP0688'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE CONSTRUCTED
 NP0688'OF STEEL, ARE PAINTED BLACK, AND ABOUT 60 FEET HIGH OVER-ALL.
 NP0688'ITS CAPACITY IS 50,000 GALLONS.  THE POINT LOCATED WAS A
 NP0688'BALL AT THE APEX OF THE CONICAL ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0694 ***********************************************************************
 NP0694  DESIGNATION -  CHADRON C AND NW RR OIL SPIPE
 NP0694  PID         -  NP0694
 NP0694  STATE/COUNTY-  NE/DAWES
 NP0694  COUNTRY     -  US
 NP0694  USGS QUAD   -  CHADRON WEST (2017)
 NP0694
 NP0694                         *CURRENT SURVEY CONTROL
 NP0694  ______________________________________________________________________
 NP0694* NAD 83(1996) POSITION- 42 50 04.97094(N) 103 00 12.80829(W)   ADJUSTED
 NP0694  ______________________________________________________________________
 NP0694  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 NP0694  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 NP0694  HORZ ORDER      -  THIRD
 NP0694
 NP0694.The horizontal coordinates were established by classical geodetic methods
 NP0694.and adjusted by the National Geodetic Survey in January 1998.
 NP0694
 NP0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0694.GEOID18 height accuracy estimate available here.
 NP0694
 NP0694.Click photographs - Photos may exist for this station.
 NP0694
 NP0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0694
 NP0694. The following values were computed from the NAD 83(1996) position.
 NP0694
 NP0694;                    North         East     Units Scale Factor Converg.
 NP0694;SPC NE       -   337,524.895   254,498.510   MT  0.99992839   -1 59 25.6
 NP0694;SPC NE       - 1,107,362.93    834,967.19   sFT  0.99992839   -1 59 25.6
 NP0694;UTM  13      - 4,744,393.467   663,164.757   MT  0.99992753   +1 21 27.5
 NP0694
 NP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6316444393(NAD 83)
 NP0694
 NP0694                          SUPERSEDED SURVEY CONTROL
 NP0694
 NP0694  NAD 83(1995)-  42 50 04.97091(N)    103 00 12.80825(W) AD(       ) 3
 NP0694  NAD 83(1993)-  42 50 04.96890(N)    103 00 12.80763(W) AD(       ) 3
 NP0694  NAD 83(1986)-  42 50 04.95911(N)    103 00 12.79822(W) AD(       ) 3
 NP0694  NAD 27      -  42 50 05.06600(N)    103 00 11.13000(W) AD(       ) 3
 NP0694
 NP0694.Superseded values are not recommended for survey control.
 NP0694
 NP0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0694.See file dsdata.pdf to determine how the superseded data were derived.
 NP0694
 NP0694_MARKER: 52 = STANDPIPE TANK
 NP0694
 NP0694  HISTORY     - Date     Condition        Report By
 NP0694  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0694
 NP0694                          STATION DESCRIPTION
 NP0694
 NP0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0694'STATION IS IN THE NW PART OF CHADRON, 0.25 MILE NW OF THE
 NP0694'INTERSECTION OF FIRST AND MAIN STREETS, 80 YARDS N OF THE
 NP0694'MAIN LINE RAILROAD TRACKS AND 38 PACES FROM THE CHICAGO AND
 NP0694'NORTHWESTERN RAILROAD WEST WATER TANK.
 NP0694'
 NP0694'IT IS CONSTRUCTED OF STEEL, IS PAINTED BLACK AND IS ABOUT
 NP0694'60 FEET HIGH BY 28 FEET IN DIAMETER.
 NP0694'
 NP0694'THE POINT LOCATED WAS A SMALL BALL AT THE CENTER OF THE ROOF
 NP0694'OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0695 ***********************************************************************
 NP0695  DESIGNATION -  CHADRON C AND NW RR EAST TANK
 NP0695  PID         -  NP0695
 NP0695  STATE/COUNTY-  NE/DAWES
 NP0695  COUNTRY     -  US
 NP0695  USGS QUAD   -  CHADRON WEST (2017)
 NP0695
 NP0695                         *CURRENT SURVEY CONTROL
 NP0695  ______________________________________________________________________
 NP0695* NAD 83(1995) POSITION- 42 50 01.16074(N) 103 00 05.72100(W)   ADJUSTED
 NP0695  ______________________________________________________________________
 NP0695  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 NP0695  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 NP0695  HORZ ORDER      -  THIRD
 NP0695
 NP0695.The horizontal coordinates were established by classical geodetic methods
 NP0695.and adjusted by the National Geodetic Survey in August 1997.
 NP0695
 NP0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0695.GEOID18 height accuracy estimate available here.
 NP0695
 NP0695.Click photographs - Photos may exist for this station.
 NP0695
 NP0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0695
 NP0695. The following values were computed from the NAD 83(1995) position.
 NP0695
 NP0695;                    North         East     Units Scale Factor Converg.
 NP0695;SPC NE       -   337,401.810   254,655.280   MT  0.99992796   -1 59 20.9
 NP0695;SPC NE       - 1,106,959.10    835,481.53   sFT  0.99992796   -1 59 20.9
 NP0695;UTM  13      - 4,744,279.748   663,328.447   MT  0.99992819   +1 21 32.3
 NP0695
 NP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6332844279(NAD 83)
 NP0695
 NP0695                          SUPERSEDED SURVEY CONTROL
 NP0695
 NP0695  NAD 83(1993)-  42 50 01.15895(N)    103 00 05.72034(W) AD(       ) 3
 NP0695  NAD 83(1986)-  42 50 01.14962(N)    103 00 05.71083(W) AD(       ) 3
 NP0695  NAD 27      -  42 50 01.24300(N)    103 00 04.04700(W) AD(       ) 3
 NP0695
 NP0695.Superseded values are not recommended for survey control.
 NP0695
 NP0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0695.See file dsdata.pdf to determine how the superseded data were derived.
 NP0695
 NP0695_MARKER: 53 = ELEVATED TANK
 NP0695
 NP0695  HISTORY     - Date     Condition        Report By
 NP0695  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0695
 NP0695                          STATION DESCRIPTION
 NP0695
 NP0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0695'STATION IS A BLACK STEEL TANK ON A LOW STEEL TOWER.  ITS
 NP0695'OVER-ALL HEIGHT IS 50 FEET AND ITS CAPACITY IS 40,000 GALLONS.
 NP0695'
 NP0695'IT IS SITUATED IN THE CHICAGO AND NORTHWESTERN RAILROAD YARDS,
 NP0695'JUST E OF THE ROUNDHOUSE AND N OF TRACKS AND JUST S OF 4
 NP0695'STEEL STACKS.
 NP0695'
 NP0695'FINIAL OF TANK USED AS INTERSECTION POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0691 ***********************************************************************
 NP0691  DESIGNATION -  CHADRON CONC C SW COR OF MON
 NP0691  PID         -  NP0691
 NP0691  STATE/COUNTY-  NE/DAWES
 NP0691  COUNTRY     -  US
 NP0691  USGS QUAD   -  CHADRON WEST (2017)
 NP0691
 NP0691                         *CURRENT SURVEY CONTROL
 NP0691  ______________________________________________________________________
 NP0691* NAD 83(1996) POSITION- 42 48 54.49094(N) 103 00 10.35999(W)   ADJUSTED
 NP0691* NAVD 88 ORTHO HEIGHT -  1098.    (meters)     3602.    (feet) SCALED
 NP0691  ______________________________________________________________________
 NP0691  GEOID HEIGHT    -        -17.978 (meters)                     GEOID18
 NP0691  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 NP0691  HORZ ORDER      -  SECOND
 NP0691
 NP0691.The horizontal coordinates were established by classical geodetic methods
 NP0691.and adjusted by the National Geodetic Survey in January 1998.
 NP0691
 NP0691.The orthometric height was scaled from a topographic map.
 NP0691
 NP0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0691.GEOID18 height accuracy estimate available here.
 NP0691
 NP0691.Click photographs - Photos may exist for this station.
 NP0691
 NP0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0691
 NP0691. The following values were computed from the NAD 83(1996) position.
 NP0691
 NP0691;                    North         East     Units Scale Factor Converg.
 NP0691;SPC NE       -   335,349.558   254,478.559   MT  0.99992047   -1 59 24.0
 NP0691;SPC NE       - 1,100,226.01    834,901.74   sFT  0.99992047   -1 59 24.0
 NP0691;UTM  13      - 4,742,220.670   663,271.875   MT  0.99992797   +1 21 27.4
 NP0691
 NP0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0691!SPC NE       -   0.99983072  x   0.99992047  =   0.99975121
 NP0691!UTM  13      -   0.99983072  x   0.99992797  =   0.99975870
 NP0691
 NP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6327142220(NAD 83)
 NP0691
 NP0691                          SUPERSEDED SURVEY CONTROL
 NP0691
 NP0691  NAD 83(1995)-  42 48 54.49094(N)    103 00 10.35995(W) AD(       ) 2
 NP0691  NAD 83(1993)-  42 48 54.48984(N)    103 00 10.35940(W) AD(       ) 2
 NP0691  NAD 83(1986)-  42 48 54.47752(N)    103 00 10.34984(W) AD(       ) 2
 NP0691  NAD 27      -  42 48 54.57300(N)    103 00 08.68600(W) AD(       ) 2
 NP0691
 NP0691.Superseded values are not recommended for survey control.
 NP0691
 NP0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0691.See file dsdata.pdf to determine how the superseded data were derived.
 NP0691
 NP0691_MARKER: U = CONCRETE POST
 NP0691_SETTING: 0 = UNSPECIFIED SETTING
 NP0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0691
 NP0691  HISTORY     - Date     Condition        Report By
 NP0691  HISTORY     - 1941     MONUMENTED       CGS
 NP0691
 NP0691                          STATION DESCRIPTION
 NP0691
 NP0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0691'THIS TRAVERSE STATION IS LOCATED ON THE GROUNDS OF THE CHADRON
 NP0691'STATE NORMAL SCHOOL IN THE NW 1/4 SEC. 29, T. 33 N, R. 48 W,
 NP0691'1 MILE S OF THE CENTER OF CHADRON.
 NP0691'
 NP0691'IT IS CONSTRUCTED OF CONCRETE BLOCKS, IS APPROXIMATELY 20
 NP0691'FEET WIDE AND ABOUT 95 FEET IN LENGTH.
 NP0691'
 NP0691'THE POINT OBSERVED AND MEASURED TO FROM TRIANGULATION STATION
 NP0691'CHADRON MAGNETIC STATION IS THE UPPER RIGHT HAND CORNER (SW
 NP0691'CORNER).
 NP0691'
 NP0691'DISTANCE FROM CHADRON MAGNETIC STATION IS 17.812 METERS (58.44
 NP0691'FEET).
 NP0691'
 NP0691'STATION IS ON THE N SLOPE OF A MOUNTAIN AND CAN BE SEEN FROM
 NP0691'A CONSIDERABLE DISTANCE FROM THE N, E, AND W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0690 ***********************************************************************
 NP0690  DESIGNATION -  CHADRON MAGNETIC STA
 NP0690  PID         -  NP0690
 NP0690  STATE/COUNTY-  NE/DAWES
 NP0690  COUNTRY     -  US
 NP0690  USGS QUAD   -  CHADRON WEST (2017)
 NP0690
 NP0690                         *CURRENT SURVEY CONTROL
 NP0690  ______________________________________________________________________
 NP0690* NAD 83(1996) POSITION- 42 48 53.96502(N) 103 00 10.03682(W)   ADJUSTED
 NP0690* NAVD 88 ORTHO HEIGHT -  1098.    (meters)     3602.    (feet) SCALED
 NP0690  ______________________________________________________________________
 NP0690  GEOID HEIGHT    -        -17.978 (meters)                     GEOID18
 NP0690  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 NP0690  HORZ ORDER      -  SECOND
 NP0690
 NP0690.The horizontal coordinates were established by classical geodetic methods
 NP0690.and adjusted by the National Geodetic Survey in January 1998.
 NP0690
 NP0690.The orthometric height was scaled from a topographic map.
 NP0690
 NP0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0690.GEOID18 height accuracy estimate available here.
 NP0690
 NP0690.Click photographs - Photos may exist for this station.
 NP0690
 NP0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0690
 NP0690. The following values were computed from the NAD 83(1996) position.
 NP0690
 NP0690;                    North         East     Units Scale Factor Converg.
 NP0690;SPC NE       -   335,333.085   254,485.332   MT  0.99992041   -1 59 23.8
 NP0690;SPC NE       - 1,100,171.96    834,923.96   sFT  0.99992041   -1 59 23.8
 NP0690;UTM  13      - 4,742,204.620   663,279.599   MT  0.99992800   +1 21 27.6
 NP0690
 NP0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0690!SPC NE       -   0.99983072  x   0.99992041  =   0.99975115
 NP0690!UTM  13      -   0.99983072  x   0.99992800  =   0.99975873
 NP0690
 NP0690:                Primary Azimuth Mark                     Grid Az
 NP0690:SPC NE       -  CHADRON AZ MK                            009 05 51.6
 NP0690:UTM  13      -  CHADRON AZ MK                            005 45 00.2
 NP0690
 NP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6327942204(NAD 83)
 NP0690
 NP0690|---------------------------------------------------------------------|
 NP0690| PID    Reference Object                     Distance      Geod. Az  |
 NP0690|                                                           dddmmss.s |
 NP0690| NP0695 CHADRON C AND NW RR EAST TANK       APPROX. 2.1 KM 0024222.8 |
 NP0690| NP0769 CHADRON AZ MK                       APPROX. 3.2 KM 0070627.8 |
 NP0690| CP8992 CHADRON MAGNETIC STA RM 1             7.731 METERS 11506     |
 NP0690| CP8990 CHADRON MAGNETIC STA RM 2             7.569 METERS 23631     |
 NP0690| NP0691 CHADRON CONC C SW COR OF MON         17.812 METERS 33540     |
 NP0690| NP0688 CHADRON C AND NW RR WEST TANK       APPROX. 2.2 KM 3591239.1 |
 NP0690|---------------------------------------------------------------------|
 NP0690
 NP0690                          SUPERSEDED SURVEY CONTROL
 NP0690
 NP0690  NAD 83(1995)-  42 48 53.96503(N)    103 00 10.03678(W) AD(       ) 2
 NP0690  NAD 83(1993)-  42 48 53.96392(N)    103 00 10.03624(W) AD(       ) 2
 NP0690  NAD 83(1986)-  42 48 53.95161(N)    103 00 10.02667(W) AD(       ) 2
 NP0690  NAD 27      -  42 48 54.04700(N)    103 00 08.36300(W) AD(       ) 2
 NP0690
 NP0690.Superseded values are not recommended for survey control.
 NP0690
 NP0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0690.See file dsdata.pdf to determine how the superseded data were derived.
 NP0690
 NP0690_MARKER: DM = MAGNETIC STATION DISK
 NP0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0690_MARK LOGO: CGS
 NP0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0690+STABILITY: SURFACE MOTION
 NP0690
 NP0690  HISTORY     - Date     Condition        Report By
 NP0690  HISTORY     - 1941     MONUMENTED       CGS
 NP0690  HISTORY     - 1943     GOOD             CGS
 NP0690  HISTORY     - 1969     GOOD             CGS
 NP0690  HISTORY     - 19971218 GOOD             LOCSUR
 NP0690
 NP0690                          STATION DESCRIPTION
 NP0690
 NP0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0690'STATION IS A U.S.C. AND G.S. MAGNETIC STATION AND IS LOCATED
 NP0690'ON THE GROUNDS OF THE CHADRON STATE NORMAL SCHOOL IN THE NW
 NP0690'1/4 SEC. 29, T. 33 N, R. 48 W, 1 MILE S OF THE CENTER OF
 NP0690'CHADRON.  STATION IS A STANDARD U.S.C. AND G.S. MAGNETIC DISK
 NP0690'SET IN A 16- BY 16-INCH CONCRETE BLOCK AND PROJECTS 2 INCHES.
 NP0690'MARK IS NOT STAMPED.
 NP0690'
 NP0690'REFERENCE AND AZIMUTHS MARKS ARE STANDARD DISKS SET IN SQUARE
 NP0690'CONCRETE POSTS.
 NP0690'
 NP0690'REFERENCE MARK NO. 1 IS STAMPED CHADRON MAG. NO. 1 1941
 NP0690'AND PROJECTS 4 INCHES.
 NP0690'
 NP0690'REFERENCE MARK NO. 2 IS STAMPED CHADRON MAG. NO. 2 1941 AND
 NP0690'PROJECTS 3 INCHES.
 NP0690'
 NP0690'CONCRETE C IS NNW OF THE STATION.  IT IS CONSTRUCTED OF CONCRETE
 NP0690'BLOCKS, IS APPROXIMATELY 20 FEET WIDE AND ABOUT 95 FEET IN
 NP0690'LENGTH.  THE POINT OBSERVED AND MEASURED IS THE UPPER RIGHT
 NP0690'HAND CORNER (SW CORNER).
 NP0690'
 NP0690'THE AZIMUTH MARK IS N OF THE STATION, 38 FEET E OF THE CENTER
 NP0690'LINE OF A DIRT ROAD, 3 FEET S OF A WHITE REFERENCE POST, 1 FOOT
 NP0690'W OF A FENCE AND ABOUT 50 YARDS N OF A CROSS ROAD.  THIS MARK
 NP0690'IS THE AZIMUTH MARK FOR TRIANGULATION STATION CHADRON.  IT
 NP0690'IS STAMPED CHADRON AZIMUTH 1934 AND PROJECTS 8 INCHES.
 NP0690'
 NP0690'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CHADRON GO N
 NP0690'ON THE MAIN STREET FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 NP0690'
 NP0690'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON GO S
 NP0690'ON THE MAIN STREET AND INTO THE NORMAL SCHOOL GROUNDS FOR 0.75
 NP0690'MILE TO A GATE AT THE FOOT OF A STEEP HILL.  GO THROUGH GATE
 NP0690'AND CONTINUE S ABOUT 0.25 MILE TO TOP OF THE LOWER ONE OF TWO
 NP0690'RIDGES AND THE STATION.
 NP0690'
 NP0690'A 4-FOOT SIGNAL AT CHADRON IS VISIBLE ON THE GROUND.
 NP0690'
 NP0690'A 4-FOOT SIGNAL AT ISINGLASS IS VISIBLE ON THE GROUND.
 NP0690'
 NP0690'A 87-FOOT SIGNAL AT HUNTER IS VISIBLE ON THE GROUND.
 NP0690
 NP0690                          STATION RECOVERY (1943)
 NP0690
 NP0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BD)
 NP0690'STATION RECOVERED IN EXCELLENT CONDITION.
 NP0690
 NP0690                          STATION RECOVERY (1969)
 NP0690
 NP0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 NP0690'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0690'
 NP0690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 NP0690'OF CENTER OF CHADRON.
 NP0690
 NP0690                          STATION RECOVERY (1997)
 NP0690
 NP0690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0690'STATION IS LOCATED ON THE GROUNDS OF THE CHADRON STATE COLLEGE WHICH
 NP0690'IS LOCATED ABOUT ONE MILE SOUTH OF THE CENTER OF CHADRON.  THE STATION
 NP0690'IS ON THE NORTH FACING SLOPE OF A HILL WHICH BEARS A LARGE WHITE
 NP0690'LETTER C WHICH IS VISIBLE FROM DOWNTOWN CHADRON BY LOOKING SOUTH ON
 NP0690'MAIN STREET.  STATION IS 58.44 FEET (17.81 M) SOUTH-SOUTHEAST OF THE
 NP0690'SOUTHWEST CORNER OF A LARGE WHITE CONCRETE LETTER C, 25.33 FEET (7.72
 NP0690'M) WEST-NORTHWEST OF REFERENCE MARK NO 1 WHICH IS A BRASS DISK SET IN
 NP0690'A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 NP0690'THE STATION IS A STANDARD USC AND GS MAGNETIC BRASS DISK SET IN A 16
 NP0690'INCH SQUARE CONCRETE BLOCK. THE SURFACE OF THE DISK HAS MANY ABRASIONS
 NP0690'FROM VANDALISM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0692 ***********************************************************************
 NP0692  DESIGNATION -  CHADRON ST NORMAL COLL RED STK
 NP0692  PID         -  NP0692
 NP0692  STATE/COUNTY-  NE/DAWES
 NP0692  COUNTRY     -  US
 NP0692  USGS QUAD   -  CHADRON WEST (2017)
 NP0692
 NP0692                         *CURRENT SURVEY CONTROL
 NP0692  ______________________________________________________________________
 NP0692* NAD 83(1996) POSITION- 42 49 09.15480(N) 103 00 05.13765(W)   ADJUSTED
 NP0692  ______________________________________________________________________
 NP0692  GEOID HEIGHT    -        -17.981 (meters)                     GEOID18
 NP0692  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 NP0692  HORZ ORDER      -  THIRD
 NP0692
 NP0692.The horizontal coordinates were established by classical geodetic methods
 NP0692.and adjusted by the National Geodetic Survey in January 1998.
 NP0692
 NP0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0692.GEOID18 height accuracy estimate available here.
 NP0692
 NP0692.Click photographs - Photos may exist for this station.
 NP0692
 NP0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0692
 NP0692. The following values were computed from the NAD 83(1996) position.
 NP0692
 NP0692;                    North         East     Units Scale Factor Converg.
 NP0692;SPC NE       -   335,797.630   254,612.823   MT  0.99992211   -1 59 20.5
 NP0692;SPC NE       - 1,101,696.06    835,342.24   sFT  0.99992211   -1 59 20.5
 NP0692;UTM  13      - 4,742,675.821   663,379.746   MT  0.99992840   +1 21 31.3
 NP0692
 NP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6337942675(NAD 83)
 NP0692
 NP0692                          SUPERSEDED SURVEY CONTROL
 NP0692
 NP0692  NAD 83(1995)-  42 49 09.15467(N)    103 00 05.13765(W) AD(       ) 3
 NP0692  NAD 83(1993)-  42 49 09.15231(N)    103 00 05.13742(W) AD(       ) 3
 NP0692  NAD 83(1986)-  42 49 09.14281(N)    103 00 05.12711(W) AD(       ) 3
 NP0692  NAD 27      -  42 49 09.22500(N)    103 00 03.46800(W) AD(       ) 3
 NP0692
 NP0692.Superseded values are not recommended for survey control.
 NP0692
 NP0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0692.See file dsdata.pdf to determine how the superseded data were derived.
 NP0692
 NP0692_MARKER: 63 = STACK
 NP0692
 NP0692  HISTORY     - Date     Condition        Report By
 NP0692  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0692  HISTORY     - 1941     GOOD             CGS
 NP0692
 NP0692                          STATION DESCRIPTION
 NP0692
 NP0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0692'THIS IS A RED BRICK, ROUND STACK ABOUT 75 FEET HIGH.  IT IS
 NP0692'LOCATED IMMEDIATELY N OF, AND IN THE REAR OF, THE CENTRALLY
 NP0692'LOCATED LARGE BUILDING OF THE COLLEGE, WHOSE ENTRANCE IS
 NP0692'LOCATED AT THE S END OF BORDEAUX STREET, SEVEN BLOCKS S OF
 NP0692'U.S. HIGHWAY 20.  THIS IS ON THE S OUTSKIRTS OF CHADRON.
 NP0692'
 NP0692'THE STACK WAS USED AS INTERSECTION POINT.
 NP0692
 NP0692                          STATION RECOVERY (1941)
 NP0692
 NP0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0692'RECOVERED AS DESCRIBED.
 NP0692'
 NP0692'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0693 ***********************************************************************
 NP0693  DESIGNATION -  CHADRON W PUB SER CO SHORT STK
 NP0693  PID         -  NP0693
 NP0693  STATE/COUNTY-  NE/DAWES
 NP0693  COUNTRY     -  US
 NP0693  USGS QUAD   -  CHADRON WEST (2017)
 NP0693
 NP0693                         *CURRENT SURVEY CONTROL
 NP0693  ______________________________________________________________________
 NP0693* NAD 83(1995) POSITION- 42 49 55.15555(N) 103 00 03.28671(W)   ADJUSTED
 NP0693  ______________________________________________________________________
 NP0693  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 NP0693  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 NP0693  HORZ ORDER      -  THIRD
 NP0693
 NP0693.The horizontal coordinates were established by classical geodetic methods
 NP0693.and adjusted by the National Geodetic Survey in August 1997.
 NP0693
 NP0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0693.GEOID18 height accuracy estimate available here.
 NP0693
 NP0693.Click photographs - Photos may exist for this station.
 NP0693
 NP0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0693
 NP0693. The following values were computed from the NAD 83(1995) position.
 NP0693
 NP0693;                    North         East     Units Scale Factor Converg.
 NP0693;SPC NE       -   337,214.707   254,704.098   MT  0.99992728   -1 59 19.3
 NP0693;SPC NE       - 1,106,345.25    835,641.69   sFT  0.99992728   -1 59 19.3
 NP0693;UTM  13      - 4,744,095.815   663,388.109   MT  0.99992843   +1 21 33.8
 NP0693
 NP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6338844095(NAD 83)
 NP0693
 NP0693                          SUPERSEDED SURVEY CONTROL
 NP0693
 NP0693  NAD 83(1993)-  42 49 55.15378(N)    103 00 03.28607(W) AD(       ) 3
 NP0693  NAD 83(1986)-  42 49 55.14502(N)    103 00 03.27619(W) AD(       ) 3
 NP0693  NAD 27      -  42 49 55.23900(N)    103 00 01.61300(W) AD(       ) 3
 NP0693
 NP0693.Superseded values are not recommended for survey control.
 NP0693
 NP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0693.See file dsdata.pdf to determine how the superseded data were derived.
 NP0693
 NP0693_MARKER: 63 = STACK
 NP0693
 NP0693  HISTORY     - Date     Condition        Report By
 NP0693  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0693
 NP0693                          STATION DESCRIPTION
 NP0693
 NP0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0693'STATION IS AN ALUMINUM-PAINTED STEEL STACK, ABOUT 5 FEET IN
 NP0693'DIAMETER AND 40 FEET HIGH, WITH ITS TOP RIM PAINTED BLACK.
 NP0693'
 NP0693'THIS STACK IS THE SHORTEST OF THREE STEEL STACKS SITUATED IN
 NP0693'THE IMMEDIATE REAR AND E OF THE WESTERN PUBLIC SERVICE COMPANYS
 NP0693'POWER HOUSE, LOCATED 1/2 BLOCK S OF THE CHICAGO AND NORTHWESTERN
 NP0693'RAILROAD TRACKS ON CHADRON AVENUE.
 NP0693'
 NP0693'THIS STACK WAS USED AS THE INTERSECTION POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0681 ***********************************************************************
 NN0681  DESIGNATION -  CHAIN
 NN0681  PID         -  NN0681
 NN0681  STATE/COUNTY-  NE/HOLT
 NN0681  COUNTRY     -  US
 NN0681  USGS QUAD   -  MILES RANCH (2017)
 NN0681
 NN0681                         *CURRENT SURVEY CONTROL
 NN0681  ______________________________________________________________________
 NN0681* NAD 83(1995) POSITION- 42 06 49.73465(N) 098 52 14.14266(W)   ADJUSTED
 NN0681* NAVD 88 ORTHO HEIGHT -   713.    (meters)     2339.    (feet) SCALED
 NN0681  ______________________________________________________________________
 NN0681  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 NN0681  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 NN0681  HORZ ORDER      -  FIRST
 NN0681
 NN0681.The horizontal coordinates were established by classical geodetic methods
 NN0681.and adjusted by the National Geodetic Survey in August 1997.
 NN0681
 NN0681.The orthometric height was scaled from a topographic map.
 NN0681
 NN0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0681.GEOID18 height accuracy estimate available here.
 NN0681
 NN0681.Click photographs - Photos may exist for this station.
 NN0681
 NN0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0681
 NN0681. The following values were computed from the NAD 83(1995) position.
 NN0681
 NN0681;                    North         East     Units Scale Factor Converg.
 NN0681;SPC NE       -   253,806.104   593,375.829   MT  0.99971484   +0 44 54.4
 NN0681;SPC NE       -   832,695.53  1,946,767.20   sFT  0.99971484   +0 44 54.4
 NN0681;UTM  14      - 4,662,421.221   510,697.881   MT  0.99960141   +0 05 12.4
 NN0681
 NN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0681!SPC NE       -   0.99989186  x   0.99971484  =   0.99960674
 NN0681!UTM  14      -   0.99989186  x   0.99960141  =   0.99949332
 NN0681
 NN0681:                Primary Azimuth Mark                     Grid Az
 NN0681:SPC NE       -  CHAIN AZ MK                              327 56 16.4
 NN0681:UTM  14      -  CHAIN AZ MK                              328 35 58.4
 NN0681
 NN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1069762421(NAD 83)
 NN0681
 NN0681|---------------------------------------------------------------------|
 NN0681| PID    Reference Object                     Distance      Geod. Az  |
 NN0681|                                                           dddmmss.s |
 NN0681| CO2836 CHAIN RM 1                                         02613     |
 NN0681| CO2837 CHAIN RM 2                                         12627     |
 NN0681| CO2835 CHAIN AZ MK                                        3284110.8 |
 NN0681|---------------------------------------------------------------------|
 NN0681
 NN0681                          SUPERSEDED SURVEY CONTROL
 NN0681
 NN0681  NAD 83(1986)-  42 06 49.73871(N)    098 52 14.15140(W) AD(       ) 1
 NN0681  NAD 27      -  42 06 49.72200(N)    098 52 12.80800(W) AD(       ) 1
 NN0681
 NN0681.Superseded values are not recommended for survey control.
 NN0681
 NN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0681.See file dsdata.pdf to determine how the superseded data were derived.
 NN0681
 NN0681_MARKER: DS = TRIANGULATION STATION DISK
 NN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0681
 NN0681  HISTORY     - Date     Condition        Report By
 NN0681  HISTORY     - 1949     MONUMENTED       CGS
 NN0681
 NN0681                          STATION DESCRIPTION
 NN0681
 NN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0681'THE STATION IS LOCATED ABOUT 6.25 MILES SOUTH AND 6.25 MILES
 NN0681'WEST OF CHAMBERS, ABOUT 8.25 MILES SOUTH AND 2.0 MILES EAST OF
 NN0681'AMELIA AND ABOUT 0.6 OF A MILE NORTHEAST OF CHAIN LAKE.  IT
 NN0681'IS ON THE LAKE VIEW RANCH ON TOP OF THE HIGHEST SAND HILL
 NN0681'IN THE VICINITY NEAR THE EAST EDGE OF A LARGE SAND BLOW-OUT.
 NN0681'IT PROJECTS 9 INCHES AND IS STAMPED CHAIN 1949.
 NN0681'
 NN0681'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NN0681'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 7
 NN0681'INCHES AND IS STAMPED CHAIN NO 1 1949.
 NN0681'
 NN0681'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0681'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 12
 NN0681'INCHES AND IS STAMPED CHAIN NO 2 1949.
 NN0681'
 NN0681'THE AZIMUTH MARK IS NEAR THE SOUTHEAST CORNER OF A COTTON-WOOD
 NN0681'GROVE NORTHWEST OF THE STATION.  IT IS 27.0 FEET SOUTH-SOUTHWEST
 NN0681'OF A LONE COTTON-WOOD TREE AT THE SOUTH EDGE OF THE GROVE.
 NN0681'IT PROJECTS 5 INCHES AND IS STAMPED CHAIN 1949.
 NN0681'
 NN0681'TO REACH THE STATION FROM THE POST OFFICE IN AMELIA, GO SOUTH
 NN0681'ON THE MAIN STREET FOR 0.1 OF A MILE TO A T INTERSECTION,
 NN0681'TURN LEFT AND GO EAST FOR 0.4 OF A MILE TO A CROSSROAD, TURN
 NN0681'RIGHT AND GO SOUTH FOR 2.0 MILES TO A CROSSROAD, TURN LEFT
 NN0681'AND GO EAST ON MAIN ROAD FOR 2.0 MILES TO A T ROAD RIGHT,
 NN0681'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 2.0 MILES TO A
 NN0681'CROSSROAD, CONTINUE SOUTH ON TRACK ROAD FOR 3.0 MILES TO A
 NN0681'T ROAD LEFT ABOUT 0.1 OF A MILE AFTER PASSING A FARM DRIVEWAY
 NN0681'ON THE LEFT, CONTINUE SOUTH ON TRACK ROAD FOR 0.25 OF A MILE
 NN0681'TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 NN0681'SOUTHEAST, SOUTHWEST AND SOUTH ON TRACK ROAD FOR 0.85 OF A
 NN0681'MILE TO A T INTERSECTION AT THE NORTHWEST CORNER OF A
 NN0681'LARGE COTTON-WOOD GROVE, TURN RIGHT ALONG THE NORTH SIDE
 NN0681'OF AN EAST-WEST FENCE AND GO 0.3 OF A MILE TO THE TOP OF A
 NN0681'SMALL SAND HILL AND A LET-DOWN IN THE FENCE ON THE LEFT,
 NN0681'TURN LEFT THROUGH LET-DOWN IN FENCE AND PICK ROAD SOUTH AND
 NN0681'SOUTHWESTERLY ACROSS PASTURE FOR ABOUT 0.4 OF A MILE TO THE
 NN0681'TOP OF THE HIGHEST SAND HILL IN THE VICINITY AND THE
 NN0681'STATION AS DESCRIBED.
 NN0681'
 NN0681'TO REACH THE AZIMUTH MARK FROM THE LET-DOWN IN THE FENCE MENTIONED
 NN0681'ABOVE, GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.1 OF
 NN0681'A MILE, TURN RIGHT OFF OF TRAIL ROAD AND GO ACROSS A MEADOW
 NN0681'TO A COTTON-WOOD GROVE AND THE AZIMUTH MARK AS DESCRIBED.
 NN0681'
 NN0681'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0524 ***********************************************************************
 MN0524  DESIGNATION -  CHALK
 MN0524  PID         -  MN0524
 MN0524  STATE/COUNTY-  NE/MORRILL
 MN0524  COUNTRY     -  US
 MN0524  USGS QUAD   -  REDINGTON (2017)
 MN0524
 MN0524                         *CURRENT SURVEY CONTROL
 MN0524  ______________________________________________________________________
 MN0524* NAD 83(1995) POSITION- 41 35 02.44080(N) 103 22 01.68915(W)   ADJUSTED
 MN0524* NAVD 88 ORTHO HEIGHT -  1226.67  (+/-2cm)     4024.5   (feet) VERTCON
 MN0524  ______________________________________________________________________
 MN0524  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 MN0524  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 MN0524  HORZ ORDER      -  THIRD
 MN0524  VERT ORDER      -  THIRD ? (See Below)
 MN0524
 MN0524.The horizontal coordinates were established by classical geodetic methods
 MN0524.and adjusted by the National Geodetic Survey in August 1997.
 MN0524
 MN0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0524
 MN0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0524.GEOID18 height accuracy estimate available here.
 MN0524
 MN0524.The vertical order pertains to the NGVD 29 superseded value.
 MN0524
 MN0524.Click photographs - Photos may exist for this station.
 MN0524
 MN0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0524
 MN0524. The following values were computed from the NAD 83(1995) position.
 MN0524
 MN0524;                    North         East     Units Scale Factor Converg.
 MN0524;SPC NE       -   199,834.479   219,387.245   MT  0.99965952   -2 13 53.0
 MN0524;SPC NE       -   655,623.62    719,772.99   sFT  0.99965952   -2 13 53.0
 MN0524;UTM  13      - 4,604,878.611   636,109.317   MT  0.99982798   +1 05 02.1
 MN0524
 MN0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0524!SPC NE       -   0.99981069  x   0.99965952  =   0.99947027
 MN0524!UTM  13      -   0.99981069  x   0.99982798  =   0.99963870
 MN0524
 MN0524:                Primary Azimuth Mark                     Grid Az
 MN0524:SPC NE       -  CHALK AZ MK 2                            272 09 42.8
 MN0524:UTM  13      -  CHALK AZ MK 2                            268 50 47.7
 MN0524
 MN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3610904878(NAD 83)
 MN0524
 MN0524|---------------------------------------------------------------------|
 MN0524| PID    Reference Object                     Distance      Geod. Az  |
 MN0524|                                                           dddmmss.s |
 MN0524| MN0191 M 55                                  7.824 METERS 08503     |
 MN0524| CP6784 CHALK AZ MK                                        2693524.8 |
 MN0524| CP6785 CHALK AZ MK 2                                      2695549.8 |
 MN0524| CP6786 CHALK RM 1                           12.238 METERS 27047     |
 MN0524|---------------------------------------------------------------------|
 MN0524
 MN0524                          SUPERSEDED SURVEY CONTROL
 MN0524
 MN0524  NAD 83(1993)-  41 35 02.44073(N)    103 22 01.68907(W) AD(       ) 3
 MN0524  NAD 83(1986)-  41 35 02.43192(N)    103 22 01.69147(W) AD(       ) 3
 MN0524  NAD 27      -  41 35 02.52760(N)    103 21 59.91910(W) AD(       ) 3
 MN0524  NGVD 29            1226.05   (m)         4022.5    (f) LEVELING    3  
 MN0524
 MN0524.Superseded values are not recommended for survey control.
 MN0524
 MN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0524.See file dsdata.pdf to determine how the superseded data were derived.
 MN0524
 MN0524_MARKER: DS = TRIANGULATION STATION DISK
 MN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0524_STAMPING: CHALK 1963
 MN0524_MARK LOGO: CGS
 MN0524_PROJECTION: FLUSH
 MN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0524+STABILITY: SURFACE MOTION
 MN0524
 MN0524  HISTORY     - Date     Condition        Report By
 MN0524  HISTORY     - 1963     MONUMENTED       CGS
 MN0524  HISTORY     - 1966     GOOD             CGS
 MN0524
 MN0524                          STATION DESCRIPTION
 MN0524
 MN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0524'THE STATION IS 19-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0524'0.05 MILE EAST OF THE BANNER-MORRILL COUNTY LINE, NEAR THE
 MN0524'SOUTHWEST CORNER OF SECTION 30, T 19 N, R 52 W, AND ON STATE
 MN0524'HIGHWAY 88 ROAD RIGHT-OF-WAY.
 MN0524'
 MN0524'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MN0524'30 AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71
 MN0524'FOR 24.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 88 ON THE
 MN0524'RIGHT.  TURN RIGHT AND GO EAST ON HIGHWAY 88 FOR 8.0 MILES
 MN0524'TO A CROSSROAD.  CONTINUE EAST ON HIGHWAY 88 FOR 7.3 MILES TO
 MN0524'THE AZIMUTH MARK ON THE LEFT, 38 FEET NORTH OF THE CENTER OF
 MN0524'HIGHWAY 88.  CONTINUE EAST ON HIGHWAY 88 FOR 0.65 MILE TO A
 MN0524'CROSSROAD AND THE BANNER-MORRILL COUNTY LINE.  CONTINUE EAST
 MN0524'ON HIGHWAY 88 FOR 0.05 MILE TO THE TOP OF A GRADE AND THE
 MN0524'STATION ON THE LEFT.
 MN0524'
 MN0524'STATION MARKS ARE STANDARD DISKS STAMPED CHALK 1963.  THE
 MN0524'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0524'SURFACE OF THE GROUND.  IT IS 53 FEET NORTH OF THE CENTER OF
 MN0524'STATE HIGHWAY 88, 22 FEET WEST OF A TELEPHONE POLE, 4.5 FEET
 MN0524'SOUTHEAST OF A METAL WITNESS POST, AND 2.5 FEET SOUTH OF A
 MN0524'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0524'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0524'
 MN0524'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHALK NO 1 1963,
 MN0524'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0524'THE GROUND.  IT IS 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 MN0524'88, 36.5 FEET WEST OF THE METAL WITNESS POST, AND 1 FOOT SOUTH
 MN0524'OF THE FENCE.
 MN0524'
 MN0524'B.M. M55 (REFERENCE MARK NO. 2), A STANDARD BENCH MARK DISK
 MN0524'STAMPED M55 1934, IS SET IN A 6 INCH SQUARE CONCRETE POST
 MN0524'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTH
 MN0524'OF THE CENTER OF STATE HIGHWAY 88, 4 FEET EAST OF THE TELEPHONE
 MN0524'POLE, AND 1 FOOT SOUTH OF THE FENCE.
 MN0524'
 MN0524'AZIMUTH MARK, A STANDARD DISK STAMPED CHALK 1963, IS SET
 MN0524'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0524'IT IS 38 FEET NORTH OF THE CENTER OF STATE HIGHWAY 88, 2 FEET
 MN0524'NORTH OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 MN0524'
 MN0524'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0524
 MN0524                          STATION RECOVERY (1966)
 MN0524
 MN0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MN0524'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MN0524'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 MN0524'CONSTRUCTION SO A NEW MARK WAS ESTABLISHED AND THE ORIGINAL
 MN0524'AZIMUTH WAS DESTROYED.
 MN0524'
 MN0524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71
 MN0524'AND 88, ABOUT 3-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0524'GO EAST ON STATE HIGHWAY FOR 8.0 MILES TO CROSSROADS, CONTINUE
 MN0524'EAST ON THE HIGHWAY FOR 7.3 MILES TO THE AZIMUTH MARK ON THE
 MN0524'LEFT, CONTINUE EAST FOR 0.7 MILE TO CROSSROADS AT THE
 MN0524'BANNER-MORRILL COUNTY LINE, CONTINUE EAST ON THE HIGHWAY FOR
 MN0524'0.05 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 MN0524'
 MN0524'THE STATION IS 53 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MN0524'22 FEET WEST OF A TELEPHONE POLE, 4.5 FEET SOUTHEAST OF A
 MN0524'METAL WITNESS POST AND 3.2 FEET SOUTHWEST OF A CONCRETE RIGHT
 MN0524'OF WAY POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 MN0524'IS STAMPED CHALK 1963.
 MN0524'
 MN0524'R.M. NO. 1 IS 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MN0524'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 MN0524'IS STAMPED CHALK NO 1 1963.
 MN0524'
 MN0524'B.M. M 55 (R.M. NO. 2) IS A STANDARD BENCH MARK DISK, STAMPED
 MN0524'M 55 1934, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 MN0524'WITH THE GROUND.  IT IS 4 FEET EAST OF A TELEPHONE POLE AND
 MN0524'1 FOOT SOUTH OF A FENCE.
 MN0524'
 MN0524'THE AZIMUTH MARK IS 65 FEET NORTH OF THE CENTERLINE OF THE
 MN0524'HIGHWAY, 2.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 MN0524'SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MN0524'IS STAMPED CHALK 1963 AZ 2 1966.
 MN0524'
 MN0524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES
 MN0524'EAST-NORTHEAST OF HARRISBURG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0680 ***********************************************************************
 NN0680  DESIGNATION -  CHAMBERS
 NN0680  PID         -  NN0680
 NN0680  STATE/COUNTY-  NE/HOLT
 NN0680  COUNTRY     -  US
 NN0680  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0680
 NN0680                         *CURRENT SURVEY CONTROL
 NN0680  ______________________________________________________________________
 NN0680* NAD 83(1995) POSITION- 42 11 31.96273(N) 098 44 09.05631(W)   ADJUSTED
 NN0680* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 NN0680  ______________________________________________________________________
 NN0680  GEOID HEIGHT    -        -23.966 (meters)                     GEOID18
 NN0680  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 NN0680  HORZ ORDER      -  FIRST
 NN0680
 NN0680.The horizontal coordinates were established by classical geodetic methods
 NN0680.and adjusted by the National Geodetic Survey in August 1997.
 NN0680
 NN0680.The orthometric height was scaled from a topographic map.
 NN0680
 NN0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0680.GEOID18 height accuracy estimate available here.
 NN0680
 NN0680.Click photographs - Photos may exist for this station.
 NN0680
 NN0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0680
 NN0680. The following values were computed from the NAD 83(1995) position.
 NN0680
 NN0680;                    North         East     Units Scale Factor Converg.
 NN0680;SPC NE       -   262,664.974   604,388.209   MT  0.99973031   +0 50 15.9
 NN0680;SPC NE       -   861,760.00  1,982,896.98   sFT  0.99973031   +0 50 15.9
 NN0680;UTM  14      - 4,671,151.414   521,810.409   MT  0.99960585   +0 10 38.7
 NN0680
 NN0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0680!SPC NE       -   0.99990241  x   0.99973031  =   0.99963275
 NN0680!UTM  14      -   0.99990241  x   0.99960585  =   0.99950830
 NN0680
 NN0680:                Primary Azimuth Mark                     Grid Az
 NN0680:SPC NE       -  CHAMBERS AZ MK                           052 08 54.2
 NN0680:UTM  14      -  CHAMBERS AZ MK                           052 48 31.4
 NN0680
 NN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2181071151(NAD 83)
 NN0680
 NN0680|---------------------------------------------------------------------|
 NN0680| PID    Reference Object                     Distance      Geod. Az  |
 NN0680|                                                           dddmmss.s |
 NN0680| CO2838 CHAMBERS AZ MK                                     0525910.1 |
 NN0680| CO2839 CHAMBERS RM 1                        21.696 METERS 20047     |
 NN0680| CO2840 CHAMBERS RM 2                        21.839 METERS 31820     |
 NN0680|---------------------------------------------------------------------|
 NN0680
 NN0680                          SUPERSEDED SURVEY CONTROL
 NN0680
 NN0680  NAD 83(1986)-  42 11 31.96684(N)    098 44 09.06393(W) AD(       ) 1
 NN0680  NAD 27      -  42 11 31.94800(N)    098 44 07.74500(W) AD(       ) 1
 NN0680
 NN0680.Superseded values are not recommended for survey control.
 NN0680
 NN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0680.See file dsdata.pdf to determine how the superseded data were derived.
 NN0680
 NN0680_MARKER: DS = TRIANGULATION STATION DISK
 NN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0680_STAMPING: CHAMBERS 1949
 NN0680_MARK LOGO: CGS
 NN0680_PROJECTION: FLUSH
 NN0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0680+STABILITY: SURFACE MOTION
 NN0680
 NN0680  HISTORY     - Date     Condition        Report By
 NN0680  HISTORY     - 1949     MONUMENTED       CGS
 NN0680
 NN0680                          STATION DESCRIPTION
 NN0680
 NN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0680'THE STATION IS LOCATED ABOUT 3/4 MILES SOUTH AND 0.6 MILES
 NN0680'EAST OF CHAMBERS ON THE HIGHEST POINT OF A SMALL RIDGE IN A
 NN0680'PASTURE AND ON LAND OWNED BY MR. TIM READ WHO LIVES ABOUT 0.75
 NN0680'MILE EAST-NORTHEAST OF THE STATION.  IT IS STAMPED CHAMBERS
 NN0680'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0680'
 NN0680'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET ON
 NN0680'THE SOUTHWEST SLOPE OF THE RIDGE.  IT IS STAMPED CHAMBERS
 NN0680'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0680'
 NN0680'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION AND
 NN0680'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 NN0680'CHAMBERS NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0680'
 NN0680'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION, 35
 NN0680'FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD,
 NN0680'8 FEET SOUTH OF THE SOUTH END OF GATE INTO PASTURE, 2 FEET NORTH
 NN0680'OF WITNESS POST AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED
 NN0680'CHAMBERS 1949 AND PROJECTS 3 INCHES.
 NN0680'
 NN0680'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO
 NN0680'EAST ON STATE HIGHWAY 95 FOR 1.0 MILE TO CROSSROAD, TURN RIGHT
 NN0680'AND GO SOUTH FOR 0.6 MILE TO DRIVEWAY LEFT LEADING TO THE
 NN0680'READ FARM HOUSE AND WIRE GATE IN FENCE LINE ON THE RIGHT AND
 NN0680'AZIMUTH MARK JUST SOUTH OF THE SOUTH END OF GATE AS DESCRIBED,
 NN0680'PASS THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.5 MILE
 NN0680'TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NN0680'
 NN0680'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 12
 NN0680'FEET.
 NN0680'
 NN0680'AN 87 FOOT SIGNAL AT STATION BLISS IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0680'
 NN0680'A 4 FOOT SIGNAL AT STATION CHAIN IS VISIBLE AT 4 FEET.
 NN0680'
 NN0680'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 50 FEET.
 NN0680'
 NN0680'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 50 FEET.
 NN0680'
 NN0680'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'A 4 FOOT SIGNAL AT STATION SAND IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0681 ***********************************************************************
 MN0681  DESIGNATION -  CHAP AZ MK 2
 MN0681  PID         -  MN0681
 MN0681  STATE/COUNTY-  NE/DEUEL
 MN0681  COUNTRY     -  US
 MN0681  USGS QUAD   -  CHAPPELL SE (2017)
 MN0681
 MN0681                         *CURRENT SURVEY CONTROL
 MN0681  ______________________________________________________________________
 MN0681* NAD 83(1995) POSITION- 41 05 29.18341(N) 102 21 06.06974(W)   ADJUSTED
 MN0681* NAVD 88 ORTHO HEIGHT -  1159.    (meters)     3802.    (feet) SCALED
 MN0681  ______________________________________________________________________
 MN0681  GEOID HEIGHT    -        -20.236 (meters)                     GEOID18
 MN0681  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 MN0681  HORZ ORDER      -  THIRD
 MN0681
 MN0681.The horizontal coordinates were established by classical geodetic methods
 MN0681.and adjusted by the National Geodetic Survey in August 1997.
 MN0681
 MN0681.The orthometric height was scaled from a topographic map.
 MN0681
 MN0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0681.GEOID18 height accuracy estimate available here.
 MN0681
 MN0681.Click photographs - Photos may exist for this station.
 MN0681
 MN0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0681
 MN0681. The following values were computed from the NAD 83(1995) position.
 MN0681
 MN0681;                    North         East     Units Scale Factor Converg.
 MN0681;SPC NE       -   142,368.779   302,500.833   MT  0.99968459   -1 33 30.4
 MN0681;SPC NE       -   467,088.24    992,454.82   sFT  0.99968459   -1 33 30.4
 MN0681;UTM  13      - 4,552,287.824   722,430.084   MT  1.00020896   +1 44 28.9
 MN0681
 MN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0681!SPC NE       -   0.99982140  x   0.99968459  =   0.99950605
 MN0681!UTM  13      -   0.99982140  x   1.00020896  =   1.00003033
 MN0681
 MN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2243052287(NAD 83)
 MN0681
 MN0681                          SUPERSEDED SURVEY CONTROL
 MN0681
 MN0681  NAD 83(1993)-  41 05 29.18335(N)    102 21 06.07017(W) AD(       ) 3
 MN0681  NAD 83(1992)-  41 05 29.18273(N)    102 21 06.07017(W) AD(       ) 3
 MN0681
 MN0681.Superseded values are not recommended for survey control.
 MN0681
 MN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0681.See file dsdata.pdf to determine how the superseded data were derived.
 MN0681
 MN0681_MARKER: DZ = AZIMUTH MARK DISK
 MN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0681_STAMPING: CHAP 1963 NO 2 1985
 MN0681_MARK LOGO: NGS
 MN0681_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0681+STABILITY: SURFACE MOTION
 MN0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0681+SATELLITE: SATELLITE OBSERVATIONS - 1985
 MN0681
 MN0681  HISTORY     - Date     Condition        Report By
 MN0681  HISTORY     - 1985     MONUMENTED       NGS
 MN0681
 MN0681                          STATION DESCRIPTION
 MN0681
 MN0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 MN0681'THE STATION IS LOCATED ABOUT 21 KM (13.0 MI) NORTHWEST FROM JULESBURG,
 MN0681'COLORADO, 10.5 KM (6.5 MI) EAST FROM CHAPPELL, 0.8 KM (0.5 MI) WEST
 MN0681'OF THE WEST JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 27 AND ON
 MN0681'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.  OWNERSHIP--NEBRASKA
 MN0681'DEPARTMENT OF ROADS, P.O. BOX 1108, NORTH PLATTE, NE  69103.
 MN0681'TO REACH THE STATION FROM THE POST OFFICE, IN CHAPPELL, GO EAST ON
 MN0681'U.S. HIGHWAY 30 FOR 9.33 KM (5.80 MI) TO A CROSSROAD AND
 MN0681'STATION--CHAP--IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE
 MN0681'EAST ON THE HIGHWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE LEFT.
 MN0681'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 MN0681'0.380 M (1.247 FT) BELOW THE GROUND SURFACE.  IT IS 10.7 M (35.1 FT)
 MN0681'NORTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) NORTHWEST
 MN0681'FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0682 ***********************************************************************
 MN0682  DESIGNATION -  CHAP RESET
 MN0682  PID         -  MN0682
 MN0682  STATE/COUNTY-  NE/DEUEL
 MN0682  COUNTRY     -  US
 MN0682  USGS QUAD   -  CHAPPELL SE (2017)
 MN0682
 MN0682                         *CURRENT SURVEY CONTROL
 MN0682  ______________________________________________________________________
 MN0682* NAD 83(1995) POSITION- 41 05 28.66995(N) 102 21 40.17613(W)   ADJUSTED
 MN0682* NAVD 88 ORTHO HEIGHT -  1157.    (meters)     3796.    (feet) SCALED
 MN0682  ______________________________________________________________________
 MN0682  GEOID HEIGHT    -        -20.223 (meters)                     GEOID18
 MN0682  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MN0682  HORZ ORDER      -  THIRD
 MN0682
 MN0682.The horizontal coordinates were established by classical geodetic methods
 MN0682.and adjusted by the National Geodetic Survey in August 1997.
 MN0682
 MN0682.The orthometric height was scaled from a topographic map.
 MN0682
 MN0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0682.GEOID18 height accuracy estimate available here.
 MN0682
 MN0682.Click photographs - Photos may exist for this station.
 MN0682
 MN0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0682
 MN0682. The following values were computed from the NAD 83(1995) position.
 MN0682
 MN0682;                    North         East     Units Scale Factor Converg.
 MN0682;SPC NE       -   142,374.635   301,704.953   MT  0.99968461   -1 33 53.0
 MN0682;SPC NE       -   467,107.45    989,843.67   sFT  0.99968461   -1 33 53.0
 MN0682;UTM  13      - 4,552,247.838   721,634.771   MT  1.00020461   +1 44 06.4
 MN0682
 MN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0682!SPC NE       -   0.99982164  x   0.99968461  =   0.99950631
 MN0682!UTM  13      -   0.99982164  x   1.00020461  =   1.00002621
 MN0682
 MN0682:                Primary Azimuth Mark                     Grid Az
 MN0682:SPC NE       -  RADKE                                    012 12 08.1
 MN0682:UTM  13      -  RADKE                                    008 54 08.7
 MN0682
 MN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2163452247(NAD 83)
 MN0682
 MN0682|---------------------------------------------------------------------|
 MN0682| PID    Reference Object                     Distance      Geod. Az  |
 MN0682|                                                           dddmmss.s |
 MN0682| MN0432 RADKE                               APPROX. 6.6 KM 0103815.1 |
 MN0682| MN0695 CHAP RM 4                             6.482 METERS 08733     |
 MN0682| MN0693 CHAP RM 1                             6.504 METERS 08744     |
 MN0682| MN0681 CHAP AZ MK 2                        APPROX. 0.8 KM 0885114.7 |
 MN0682| MN0692 CHAP AZ MK                                         0885125.8 |
 MN0682| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.21.9 KM 1480142.4 |
 MN0682| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX.25.8 KM 1542639.3 |
 MN0682| MN0694 CHAP RM 3                            63.868 METERS 20145     |
 MN0682| CP6794 CHAP RM 2                             7.135 METERS 21356     |
 MN0682| MN0696 CHAP RM 5                             7.112 METERS 21407     |
 MN0682|---------------------------------------------------------------------|
 MN0682
 MN0682                          SUPERSEDED SURVEY CONTROL
 MN0682
 MN0682  NAD 83(1993)-  41 05 28.66988(N)    102 21 40.17661(W) AD(       ) 3
 MN0682  NAD 83(1992)-  41 05 28.66926(N)    102 21 40.17662(W) AD(       ) 3
 MN0682  NAD 83(1986)-  41 05 28.66867(N)    102 21 40.17674(W) AD(       ) 3
 MN0682  NAD 27      -  41 05 28.70810(N)    102 21 38.50440(W) AD(       ) 3
 MN0682
 MN0682.Superseded values are not recommended for survey control.
 MN0682
 MN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0682.See file dsdata.pdf to determine how the superseded data were derived.
 MN0682
 MN0682_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0682_STAMPING: CHAP 1963 1985
 MN0682_MARK LOGO: NGS
 MN0682_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0682+STABILITY: SURFACE MOTION
 MN0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0682+SATELLITE: SATELLITE OBSERVATIONS - 1985
 MN0682
 MN0682  HISTORY     - Date     Condition        Report By
 MN0682  HISTORY     - 1985     MONUMENTED       NGS
 MN0682
 MN0682                          STATION DESCRIPTION
 MN0682
 MN0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 MN0682'THE STATION IS LCOATED ABOUT 21 KM (13.0 MI) NORTHWEST FROM JULESBURG,
 MN0682'COLORADO, 9.7 KM (6.0 MI) EAST FROM CHAPPELL, 3.2 KM (2.0 MI) NORTH
 MN0682'FROM INTERSTATE HIGHWAY 80, 1.6 KM (1.0 MI) WEST FROM THE JUNCTION OF
 MN0682'U.S. HIGHWAY 30 WITH STATE HIGHWAY 27 AND IN THE SOUTHEAST ANGLE OF
 MN0682'THE INTERSECTION OF U.S. HIGHWAY 30 AND A GRADED ROAD, ON
 MN0682'RIGHT-OF-WAY.  OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS, P.O. BOX
 MN0682'1108, NORTH PLATTE, NE  69103.
 MN0682'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL, GO EAST ON U.S.
 MN0682'HIGHWAY 30 FOR 9.33 KM (5.80 MI) TO THE STATION ON THE RIGHT, IN THE
 MN0682'SOUTHEAST ANGLE WITH A GRADED CROSSROAD.
 MN0682'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MN0682'RECESSED ABOUT 0.38 M (1.25 FT) BELOW THE GROUND SURFACE.  THE
 MN0682'UNDERGROUND MARK IS RECESSED 1.4 M (4.6 FT) BELOW THE GROUND SURFACE
 MN0682'AND IS STAMPED--CHAP 1963.  THE MARKS ARE 10.1 M (33.1 FT) SOUTH FROM
 MN0682'THE CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) EAST FROM THE
 MN0682'CENTERLINE OF THE GRADED ROAD AND 1.83 M (6.00 FT) EAST FROM A
 MN0682'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1074 ***********************************************************************
 ML1074  DESIGNATION -  CHAPMAN
 ML1074  PID         -  ML1074
 ML1074  STATE/COUNTY-  NE/MERRICK
 ML1074  COUNTRY     -  US
 ML1074  USGS QUAD   -  CHAPMAN (2017)
 ML1074
 ML1074                         *CURRENT SURVEY CONTROL
 ML1074  ______________________________________________________________________
 ML1074* NAD 83(1995) POSITION- 41 01 36.82002(N) 098 09 00.05799(W)   ADJUSTED
 ML1074* NAVD 88 ORTHO HEIGHT -   537.    (meters)     1762.    (feet) SCALED
 ML1074  ______________________________________________________________________
 ML1074  GEOID HEIGHT    -        -25.250 (meters)                     GEOID18
 ML1074  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 ML1074  HORZ ORDER      -  THIRD
 ML1074
 ML1074.The horizontal coordinates were established by classical geodetic methods
 ML1074.and adjusted by the National Geodetic Survey in August 1997.
 ML1074
 ML1074.The orthometric height was scaled from a topographic map.
 ML1074
 ML1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1074.GEOID18 height accuracy estimate available here.
 ML1074
 ML1074.Click photographs - Photos may exist for this station.
 ML1074
 ML1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1074
 ML1074. The following values were computed from the NAD 83(1995) position.
 ML1074
 ML1074;                    North         East     Units Scale Factor Converg.
 ML1074;SPC NE       -   134,180.732   655,525.867   MT  0.99969331   +1 13 33.5
 ML1074;SPC NE       -   440,224.62  2,150,671.12   sFT  0.99969331   +1 13 33.5
 ML1074;UTM  14      - 4,542,090.539   571,456.250   MT  0.99966284   +0 33 28.7
 ML1074
 ML1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1074!SPC NE       -   0.99991970  x   0.99969331  =   0.99961303
 ML1074!UTM  14      -   0.99991970  x   0.99966284  =   0.99958256
 ML1074
 ML1074:                Primary Azimuth Mark                     Grid Az
 ML1074:SPC NE       -  Q 336                                    047 00 09.0
 ML1074:UTM  14      -  Q 336                                    047 40 13.8
 ML1074
 ML1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7145642090(NAD 83)
 ML1074
 ML1074|---------------------------------------------------------------------|
 ML1074| PID    Reference Object                     Distance      Geod. Az  |
 ML1074|                                                           dddmmss.s |
 ML1074| ML0286 N 334                                37.078 METERS 04423     |
 ML1074| ML0130 Q 336                                              0481342.5 |
 ML1074| CN8098 CHAPMAN RM 1                         26.359 METERS 10143     |
 ML1074|---------------------------------------------------------------------|
 ML1074
 ML1074                          SUPERSEDED SURVEY CONTROL
 ML1074
 ML1074  NAD 83(1986)-  41 01 36.82732(N)    098 09 00.06036(W) AD(       ) 3
 ML1074  NAD 27      -  41 01 36.77300(N)    098 08 58.84600(W) AD(       ) 3
 ML1074
 ML1074.Superseded values are not recommended for survey control.
 ML1074
 ML1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1074.See file dsdata.pdf to determine how the superseded data were derived.
 ML1074
 ML1074_MARKER: DS = TRIANGULATION STATION DISK
 ML1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1074_STAMPING: CHAPMAN 1950
 ML1074_MARK LOGO: CGS
 ML1074_PROJECTION: FLUSH
 ML1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1074+STABILITY: SURFACE MOTION
 ML1074
 ML1074  HISTORY     - Date     Condition        Report By
 ML1074  HISTORY     - 1950     MONUMENTED       CGS
 ML1074  HISTORY     - 1960     GOOD             USGS
 ML1074  HISTORY     - 1973     GOOD             LOCENG
 ML1074
 ML1074                          STATION DESCRIPTION
 ML1074
 ML1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1074'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CENTRAL
 ML1074'CITY AND ABOUT 1/2 MILES NORTHEAST OF CHAPMAN, ALONG THE
 ML1074'SOUTH SIDE OF U.S. HIGHWAY IN THE SOUTHWEST CORNER OF CROSSROADS.
 ML1074'IT IS 86 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30, 56
 ML1074'FEET WEST OF THE CENTERLINE OF A ROAD, 20 FEET WEST NORTHWEST
 ML1074'OF A FENCE CORNER AND 13 FEET NORTHEAST OF A WHITE WITNESS
 ML1074'POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 ML1074'IS STAMPED CHAPMAN 1950.
 ML1074'
 ML1074'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTERLINE OF A
 ML1074'ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 ML1074'4 INCHES AND THE DISK IS STAMPED CHAPMAN NO. 1 1950.
 ML1074'
 ML1074'BENCH MARK, N334 1950 WAS USED AS REFERENCE MARK NO. 2.  IT
 ML1074'IS A STANDARD USC AND GS BENCH MARK DISK SET IN 10 INCH ROUND
 ML1074'POST.  37 FEET EAST OF THE CENTERLINE OF A ROAD, 82 FEET
 ML1074'SOUTH OF THE HIGHWAY, 23 FEET SOUTH SOUTHEAST OF A POWERLINE
 ML1074'POLE, 2 FEET WEST OF A FENCELINE AND 1.5 FEET NORTH OF A WHITE
 ML1074'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 ML1074'IS STAMPED N 334 1950.  A TRAVERSE CONNECTION WAS MADE TO THIS
 ML1074'STATION.
 ML1074'
 ML1074'BENCH MARK, Q 336 1950 WAS USED AS THE AZIMUTH MARK.  IT IS
 ML1074'A STANDARD USC AND GS BENCH MARK DISK SET IN 10 INCH ROUND
 ML1074'POST.  IT IS 55 FEET NORTHEAST OF THE CENTERLINE OF A ROAD,
 ML1074'39 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 28 FEET
 ML1074'SOUTHWEST OF THE CENTERLINE OF A ROAD, 18 FEET WEST OF A
 ML1074'TELEPHONE POLE, 6 FEET SOUTHWEST OF A POWERLINE POLE, 2 FEET
 ML1074'NORTHEAST OF A FENCELINE AND 1.6 FEET SOUTHEAST OF A WHITE
 ML1074'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 ML1074'STAMPED Q 336 1950.
 ML1074'
 ML1074'TO REACH FROM THE RAILROAD STATION IN CHAPMAN, GO NORTHEAST
 ML1074'ON U.S. HIGHWAY 30 FOR 0.5 MILE TO CROSSROADS AND STATION
 ML1074'ON SOUTH SIDE AS DESCRIBED.
 ML1074'
 ML1074'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ON U.S.
 ML1074'HIGHWAY 30 FOR 0.5 MILE TO MARK ON LEFT AS DESCRIBED.
 ML1074'
 ML1074'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ML1074
 ML1074                          STATION RECOVERY (1960)
 ML1074
 ML1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML1074'STATION, R.M. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 ML1074'CONDITION.  R.M. 1 WAS DESTROYED.
 ML1074
 ML1074                          STATION RECOVERY (1973)
 ML1074
 ML1074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RDP)
 ML1074'RECOVERED BY HOSKINS-WESTERN-SANDEREGGER
 ML1074'
 ML1074'REFERENCE MARK 2 (ALSO DESIGNATED N334 1950), AZIMUTH MARK
 ML1074'(ALSO DESIGNATED Q336 1950) AND STATION RECOVERED IN GOOD
 ML1074'CONDITION WITH NO APPARENT DISTURBANCE
 ML1074'
 ML1074'REFERENCE MARK 1 WAS NOT ABLE TO BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0026 ***********************************************************************
 MN0026  DESIGNATION -  CHAPPELL
 MN0026  PID         -  MN0026
 MN0026  STATE/COUNTY-  NE/DEUEL
 MN0026  COUNTRY     -  US
 MN0026  USGS QUAD   -  CHAPPELL (2017)
 MN0026
 MN0026                         *CURRENT SURVEY CONTROL
 MN0026  ______________________________________________________________________
 MN0026* NAD 83(1986) POSITION- 41 05 33.     (N) 102 28 16.     (W)   SCALED
 MN0026* NAVD 88 ORTHO HEIGHT -  1129.526 (meters)     3705.79  (feet) ADJUSTED
 MN0026  ______________________________________________________________________
 MN0026  GEOID HEIGHT    -        -20.096 (meters)                     GEOID18
 MN0026  DYNAMIC HEIGHT  -       1128.785 (meters)     3703.36  (feet) COMP
 MN0026  MODELED GRAVITY -    979,929.0   (mgal)                       NAVD 88
 MN0026
 MN0026  VERT ORDER      -  SECOND    CLASS 0
 MN0026
 MN0026.The horizontal coordinates were scaled from a map and have
 MN0026.an estimated accuracy of +/- 6 seconds.
 MN0026
 MN0026.The orthometric height was determined by differential leveling and
 MN0026.adjusted by the NATIONAL GEODETIC SURVEY
 MN0026.in June 1991.
 MN0026
 MN0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0026.GEOID18 height accuracy estimate available here.
 MN0026
 MN0026.Click photographs - Photos may exist for this station.
 MN0026
 MN0026.The dynamic height is computed by dividing the NAVD 88
 MN0026.geopotential number by the normal gravity value computed on the
 MN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0026.degrees latitude (g = 980.6199 gals.).
 MN0026
 MN0026.The modeled gravity was interpolated from observed gravity values.
 MN0026
 MN0026;                    North         East    Units  Estimated Accuracy
 MN0026;SPC NE       -   142,770.      292,480.      MT  (+/- 180 meters Scaled)
 MN0026
 MN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF123521(NAD 83)
 MN0026
 MN0026                          SUPERSEDED SURVEY CONTROL
 MN0026
 MN0026  NGVD 29 (??/??/92) 1129.036  (m)         3704.18   (f) ADJ UNCH    2 0
 MN0026
 MN0026.Superseded values are not recommended for survey control.
 MN0026
 MN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0026.See file dsdata.pdf to determine how the superseded data were derived.
 MN0026
 MN0026_MARKER: DB = BENCH MARK DISK
 MN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0026_STAMPING: CHAPPELL 1934
 MN0026_MARK LOGO: CGS
 MN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0026+STABILITY: SURFACE MOTION
 MN0026
 MN0026  HISTORY     - Date     Condition        Report By
 MN0026  HISTORY     - 1934     MONUMENTED       CGS
 MN0026  HISTORY     - 1985     GOOD             DMA
 MN0026
 MN0026                          STATION DESCRIPTION
 MN0026
 MN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0026'AT CHAPPELL.
 MN0026'AT CHAPPELL, DEUEL COUNTY, AT THE COURTHOUSE, 45 FEET SOUTHWEST
 MN0026'OF THE SOUTHWEST CORNER OF THE BUILDING, 60 FEET NORTH OF THE
 MN0026'CENTERLINE OF THIRD STREET, 56 FEET EAST OF THE CENTERLINE OF
 MN0026'VINCENT AVENUE, AND 20 FEET SOUTHWEST OF A FLAGPOLE.  A STANDARD
 MN0026'DISK, STAMPED CHAPPELL 1934 AND SET IN THE TOP OF A CONCRETE
 MN0026'POST.
 MN0026
 MN0026                          STATION RECOVERY (1985)
 MN0026
 MN0026'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0441 ***********************************************************************
 MN0441  DESIGNATION -  CHAPPELL
 MN0441  PID         -  MN0441
 MN0441  STATE/COUNTY-  NE/DEUEL
 MN0441  COUNTRY     -  US
 MN0441  USGS QUAD   -  CHAPPELL (2017)
 MN0441
 MN0441                         *CURRENT SURVEY CONTROL
 MN0441  ______________________________________________________________________
 MN0441* NAD 83(1995) POSITION- 41 06 21.86239(N) 102 27 43.23178(W)   ADJUSTED
 MN0441* NAVD 88 ORTHO HEIGHT -  1167.9   (meters)     3832.    (feet) VERTCON
 MN0441  ______________________________________________________________________
 MN0441  GEOID HEIGHT    -        -20.113 (meters)                     GEOID18
 MN0441  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 MN0441  HORZ ORDER      -  THIRD
 MN0441
 MN0441.The horizontal coordinates were established by classical geodetic methods
 MN0441.and adjusted by the National Geodetic Survey in August 1997.
 MN0441
 MN0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0441
 MN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0441.GEOID18 height accuracy estimate available here.
 MN0441
 MN0441.Click photographs - Photos may exist for this station.
 MN0441
 MN0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0441
 MN0441. The following values were computed from the NAD 83(1995) position.
 MN0441
 MN0441;                    North         East     Units Scale Factor Converg.
 MN0441;SPC NE       -   144,250.614   293,284.414   MT  0.99968279   -1 37 53.6
 MN0441;SPC NE       -   473,262.22    962,217.28   sFT  0.99968279   -1 37 53.6
 MN0441;UTM  13      - 4,553,636.629   713,115.957   MT  1.00015902   +1 40 09.3
 MN0441
 MN0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0441!SPC NE       -   0.99981999  x   0.99968279  =   0.99950284
 MN0441!UTM  13      -   0.99981999  x   1.00015902  =   0.99997898
 MN0441
 MN0441:                Primary Azimuth Mark                     Grid Az
 MN0441:SPC NE       -  CHAPPELL AZ MK                           091 41 40.1
 MN0441:UTM  13      -  CHAPPELL AZ MK                           088 23 37.2
 MN0441
 MN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1311553636(NAD 83)
 MN0441
 MN0441|---------------------------------------------------------------------|
 MN0441| PID    Reference Object                     Distance      Geod. Az  |
 MN0441|                                                           dddmmss.s |
 MN0441| CP6795 CHAPPELL AZ MK                                     0900346.5 |
 MN0441| CP6797 CHAPPELL RM 2                        16.737 METERS 26617     |
 MN0441| CP6796 CHAPPELL RM 1                        19.983 METERS 33551     |
 MN0441|---------------------------------------------------------------------|
 MN0441
 MN0441                          SUPERSEDED SURVEY CONTROL
 MN0441
 MN0441  NAD 83(1993)-  41 06 21.86216(N)    102 27 43.23224(W) AD(       ) 3
 MN0441  NAD 83(1992)-  41 06 21.86150(N)    102 27 43.23228(W) AD(       ) 3
 MN0441  NAD 83(1986)-  41 06 21.86082(N)    102 27 43.23228(W) AD(       ) 3
 MN0441  NAD 27      -  41 06 21.90380(N)    102 27 41.54860(W) AD(       ) 3
 MN0441  NGVD 29 (07/19/86) 1167.4    (m)         3830.     (f) VERT ANG       
 MN0441
 MN0441.Superseded values are not recommended for survey control.
 MN0441
 MN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0441.See file dsdata.pdf to determine how the superseded data were derived.
 MN0441
 MN0441_MARKER: DS = TRIANGULATION STATION DISK
 MN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0441_STAMPING: CHAPPELL 1963
 MN0441_MARK LOGO: CGS
 MN0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0441+STABILITY: SURFACE MOTION
 MN0441
 MN0441  HISTORY     - Date     Condition        Report By
 MN0441  HISTORY     - 1963     MONUMENTED       CGS
 MN0441
 MN0441                          STATION DESCRIPTION
 MN0441
 MN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0441'THE STATION IS 1-1/2 MILES NORTH-NORTHEAST OF CHAPPELL, ON THE
 MN0441'SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION ROAD, 1/4 MILE EAST
 MN0441'OF THE CHAPPELL CEMETERY AND NEAR THE NORTHEAST CORNER OF THE
 MN0441'CHAPPELL MUNICIPAL GOLF COURSE.
 MN0441'
 MN0441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MN0441'385 IN CHAPPELL, DRIVE EAST ON U.S. HIGHWAY 30 FOR 0.75 MILE
 MN0441'TO A CROSSROAD.  TURN LEFT AND DRIVE NORTH ON THE GRAVELED
 MN0441'ROAD FOR 1.0 MILE TO A SIDE ROAD AND THE AZIMUTH MARK ON THE
 MN0441'LEFT.  TURN LEFT AND DRIVE WEST ON THE UNIMPROVED SECTION
 MN0441'ROAD FOR 0.3 MILE TO THE CREST OF A SHARP RISE AND THE STATION
 MN0441'ON THE LEFT.
 MN0441'
 MN0441'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 MN0441'STAMPED CHAPPELL 1963.  THE SURFACE MARK IS SET IN THE TOP OF A
 MN0441'CYLINDRICAL CONCRETE MONUMENT, 10 INCHES IN DIAMETER, PROJECTING
 MN0441'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET
 MN0441'SOUTH OF THE CENTER OF THE SECTION ROAD, 5.5 FEET NORTH OF THE
 MN0441'SOUTH RIGHT-OF-WAY FENCE AND 5.5 FEET NORTH-NORTHWEST OF A
 MN0441'METAL WITNESS POST WITH SIGN ATTACHED.
 MN0441'
 MN0441'REFERENCE MARK 1, A STANDARD DISK STAMPED CHAPPELL NO 1 1963,
 MN0441'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0441'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 MN0441'THE GROUND.  IT IS 26 FEET NORTH OF THE CENTER OF THE SECTION
 MN0441'ROAD AND 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 MN0441'
 MN0441'REFERENCE MARK 2, A STANDARD DISK STAMPED CHAPPELL NO 2
 MN0441'1963, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0441'WHICH IS 10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE
 MN0441'SURFACE OF THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF
 MN0441'THE SECTION ROAD AND 1.5 FEET NORTH-NORTHWEST OF THE WEST GATE
 MN0441'POST OF A GATE IN THE SOUTH RIGHT-OF-WAY FENCE.
 MN0441'
 MN0441'THE AZIMUTH MARK, A STANDARD DISK STAMPED CHAPPELL 1963, IS SET
 MN0441'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 10 INCHES IN
 MN0441'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MN0441'IT IS 40 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 MN0441'ROAD, 29 FEET SOUTH OF THE CENTER OF THE EAST-WEST SECTION ROAD,
 MN0441'1.0 FOOT NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MN0441'AND 1.0 FOOT NORTH OF A NORTHEAST FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0914 ***********************************************************************
 LG0914  DESIGNATION -  CHARLESTON
 LG0914  PID         -  LG0914
 LG0914  STATE/COUNTY-  NE/YORK
 LG0914  COUNTRY     -  US
 LG0914  USGS QUAD   -  YORK SW (2017)
 LG0914
 LG0914                         *CURRENT SURVEY CONTROL
 LG0914  ______________________________________________________________________
 LG0914* NAD 83(1995) POSITION- 40 49 04.04464(N) 097 41 34.69994(W)   ADJUSTED
 LG0914* NAVD 88 ORTHO HEIGHT -   515.93  (+/-2cm)     1692.7   (feet) VERTCON
 LG0914  ______________________________________________________________________
 LG0914  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 LG0914  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 LG0914  HORZ ORDER      -  SECOND
 LG0914  VERT ORDER      -  THIRD ? (See Below)
 LG0914
 LG0914.The horizontal coordinates were established by classical geodetic methods
 LG0914.and adjusted by the National Geodetic Survey in August 1997.
 LG0914
 LG0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0914
 LG0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0914.GEOID18 height accuracy estimate available here.
 LG0914
 LG0914.The vertical order pertains to the NGVD 29 superseded value.
 LG0914
 LG0914.Click photographs - Photos may exist for this station.
 LG0914
 LG0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0914
 LG0914. The following values were computed from the NAD 83(1995) position.
 LG0914
 LG0914;                    North         East     Units Scale Factor Converg.
 LG0914;SPC NE       -   111,897.874   694,560.151   MT  0.99973016   +1 31 43.9
 LG0914;SPC NE       -   367,118.27  2,278,736.10   sFT  0.99973016   +1 31 43.9
 LG0914;UTM  14      - 4,519,352.244   610,226.608   MT  0.99974954   +0 51 16.0
 LG0914
 LG0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0914!SPC NE       -   0.99992319  x   0.99973016  =   0.99965337
 LG0914!UTM  14      -   0.99992319  x   0.99974954  =   0.99967275
 LG0914
 LG0914:                Primary Azimuth Mark                     Grid Az
 LG0914:SPC NE       -  CHARLESTON AZ MK                         177 56 17.5
 LG0914:UTM  14      -  CHARLESTON AZ MK                         178 36 45.4
 LG0914
 LG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1022619352(NAD 83)
 LG0914
 LG0914|---------------------------------------------------------------------|
 LG0914| PID    Reference Object                     Distance      Geod. Az  |
 LG0914|                                                           dddmmss.s |
 LG0914| CN8100 CHARLESTON RM 1                                    04227     |
 LG0914| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 9.3 KM 0625300.6 |
 LG0914| CN8101 CHARLESTON RM 2                                    16521     |
 LG0914| CN8099 CHARLESTON AZ MK                                   1792801.4 |
 LG0914|---------------------------------------------------------------------|
 LG0914
 LG0914                          SUPERSEDED SURVEY CONTROL
 LG0914
 LG0914  NAD 83(1986)-  40 49 04.05303(N)    097 41 34.70087(W) AD(       ) 2
 LG0914  NAD 27      -  40 49 04.01590(N)    097 41 33.51971(W) AD(       ) 2
 LG0914  NGVD 29             515.72   (m)         1692.0    (f) LEVELING    3  
 LG0914
 LG0914.Superseded values are not recommended for survey control.
 LG0914
 LG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0914.See file dsdata.pdf to determine how the superseded data were derived.
 LG0914
 LG0914_MARKER: DS = TRIANGULATION STATION DISK
 LG0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0914_STAMPING: CHARLESTON 1961
 LG0914_MARK LOGO: NEDR
 LG0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0914+STABILITY: SURFACE MOTION
 LG0914
 LG0914  HISTORY     - Date     Condition        Report By
 LG0914  HISTORY     - 1961     MONUMENTED       NEDR
 LG0914
 LG0914                          STATION DESCRIPTION
 LG0914
 LG0914'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0914'THE STATION IS LOCATED 3.9 MILES SOUTH AND 5 MILES WEST OF COUNTY
 LG0914'COURT HOUSE IN YORK, SECTION 20, TION, R3W.
 LG0914'
 LG0914'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN YORK, PROCEED
 LG0914'SOUTH 3.9 MILES ON HIGHWAY 81 TO INTERSECTION OF COUNTY ROAD.  TURN
 LG0914'RIGHT (WEST) AND PROCEED 5.25 MILES TO INTERSECTION OF COUNTY
 LG0914'ROAD.  TURN RIGHT (NORTH) AND PROCEED 0.25 MILES TO STATION.
 LG0914'
 LG0914'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LG0914'STAMPED CHARLESTON 1961.  IT IS LOCATED 11.0 FEET EAST OF
 LG0914'CENTERLINE OF COUNTY ROAD, 18.5 FEET WEST OF STEEL WITNESS POST,
 LG0914'78.6 FEET NORTH OF CENTERLINE OF FIELD ENTRANCE ON EAST SIDE OF
 LG0914'COUNTY ROAD.  IT IS SET 0.6 FEET BELOW GROUND ELEVATION.
 LG0914'
 LG0914'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0914'DISK STAMPED CHARLESTON R.M. 1.  IT IS LOCATED 27.8 FEET NORTHEAST
 LG0914'OF STATION, 29.8 FT. EAST OF CENTERLINE OF COUNTY ROAD, 19.3 FEET
 LG0914'NORTH OF STEEL WITNESS POST, 10.1 FEET NORTH OF TELEPHONE POLE.
 LG0914'IT IS SET 0.2 FEET ABOVE GROUND ELEVATION.
 LG0914'
 LG0914'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0914'DISK STAMPED CHARLESTON R.M. 2.  IT IS LOCATED 80.0 FEET
 LG0914'SOUTHEAST OF STATION, 2.8 FEET NORTH OF NORTH GATE POST, 78.7 FEET
 LG0914'SOUTH OF STEEL WITNESS POST, 30.6 FEET EAST OF CENTERLINE OF
 LG0914'COUNTY ROAD, 11.4 FEET NORTH OF FIELD ENTRANCE ON EAST SIDE OF
 LG0914'COUNTY ROAD.  IT IS SET 0.2 FEET ABOVE GROUND ELEVATION.
 LG0914'
 LG0914'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LG0914'STAMPED CHARLESTON 1961 SET IN THE TOP OF A 6 IN. CONCRETE MONUMENT,
 LG0914'WHICH PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0914'
 LG0914'TO REACH AZIMUTH MARK FROM STATION, PROCEED 0.75 MILE SOUTH ALONG
 LG0914'COUNTY ROAD.  AT THIS POINT AZIMUTH MARK IS LOCATED 27.0 FEET EAST
 LG0914'OF CENTERLINE OF COUNTY ROAD, 1.6 FEET WEST OF STEEL WITNESS POST,
 LG0914'2.3 FEET NORTH WEST OF TRANSFORMER POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0480 ***********************************************************************
 MM0480  DESIGNATION -  CHASE
 MM0480  PID         -  MM0480
 MM0480  STATE/COUNTY-  NE/KEITH
 MM0480  COUNTRY     -  US
 MM0480  USGS QUAD   -  BRULE (2017)
 MM0480
 MM0480                         *CURRENT SURVEY CONTROL
 MM0480  ______________________________________________________________________
 MM0480* NAD 83(1995) POSITION- 41 07 21.01706(N) 101 54 09.78845(W)   ADJUSTED
 MM0480* NAVD 88 ORTHO HEIGHT -  1100.5   (meters)     3611.    (feet) VERTCON
 MM0480  ______________________________________________________________________
 MM0480  GEOID HEIGHT    -        -20.730 (meters)                     GEOID18
 MM0480  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 MM0480  HORZ ORDER      -  THIRD
 MM0480
 MM0480.The horizontal coordinates were established by classical geodetic methods
 MM0480.and adjusted by the National Geodetic Survey in August 1997.
 MM0480
 MM0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0480
 MM0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0480.GEOID18 height accuracy estimate available here.
 MM0480
 MM0480.Click photographs - Photos may exist for this station.
 MM0480
 MM0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0480
 MM0480. The following values were computed from the NAD 83(1995) position.
 MM0480
 MM0480;                    North         East     Units Scale Factor Converg.
 MM0480;SPC NE       -   144,889.085   340,275.045   MT  0.99968084   -1 15 39.3
 MM0480;SPC NE       -   475,356.94  1,116,385.71   sFT  0.99968084   -1 15 39.3
 MM0480;UTM  14      - 4,556,417.923   256,315.191   MT  1.00033091   -1 54 35.9
 MM0480
 MM0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0480!SPC NE       -   0.99983067  x   0.99968084  =   0.99951156
 MM0480!UTM  14      -   0.99983067  x   1.00033091  =   1.00016152
 MM0480
 MM0480:                Primary Azimuth Mark                     Grid Az
 MM0480:SPC NE       -  CHASE AZ MK                              181 11 04.2
 MM0480:UTM  14      -  CHASE AZ MK                              181 50 00.8
 MM0480
 MM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5631556417(NAD 83)
 MM0480
 MM0480|---------------------------------------------------------------------|
 MM0480| PID    Reference Object                     Distance      Geod. Az  |
 MM0480|                                                           dddmmss.s |
 MM0480| CP6801 CHASE AZ MK                                        1795524.9 |
 MM0480| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX.15.5 KM 2460851.5 |
 MM0480| CP6802 CHASE RM 1                           21.248 METERS 26200     |
 MM0480| CP6803 CHASE RM 2                            7.949 METERS 34937     |
 MM0480|---------------------------------------------------------------------|
 MM0480
 MM0480                          SUPERSEDED SURVEY CONTROL
 MM0480
 MM0480  NAD 83(1992)-  41 07 21.01613(N)    101 54 09.79211(W) AD(       ) 3
 MM0480  NAD 83(1986)-  41 07 21.01597(N)    101 54 09.79190(W) AD(       ) 3
 MM0480  NAD 27      -  41 07 21.05000(N)    101 54 08.15300(W) AD(       ) 3
 MM0480  NGVD 29 (07/19/86) 1100.0    (m)         3609.     (f) VERT ANG       
 MM0480
 MM0480.Superseded values are not recommended for survey control.
 MM0480
 MM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0480.See file dsdata.pdf to determine how the superseded data were derived.
 MM0480
 MM0480_MARKER: DS = TRIANGULATION STATION DISK
 MM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0480_STAMPING: CHASE 1963
 MM0480_MARK LOGO: CGS
 MM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0480+STABILITY: SURFACE MOTION
 MM0480
 MM0480  HISTORY     - Date     Condition        Report By
 MM0480  HISTORY     - 1963     MONUMENTED       CGS
 MM0480  HISTORY     - 1985     GOOD             DMA
 MM0480
 MM0480                          STATION DESCRIPTION
 MM0480
 MM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MM0480'THE STATION IS LOCATED ON TOP OF AN EMBANKMENT AT A DEEP
 MM0480'CUT IN THE NORTH-SOUTH SECTION LINE ROAD, 2 MILES NORTH AND
 MM0480'3/4 MILE WEST OF BRULE, AND IS IN THE SOUTHWEST 1/4 OF SEC.
 MM0480'4, T. 13 N, R. 40 W.
 MM0480'
 MM0480'TO REACH THE STATION FROM THE BRULE RAILROAD DEPOT, DRIVE
 MM0480'WEST ON U.S. 30 FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN
 MM0480'RIGHT ON GRAVELED SIDE ROAD AND DRIVE NORTH FOR 1.55 MILES
 MM0480'TO THE AZIMUTH MARK ON TOP OF A HIGH CUT-BANK ON THE WEST
 MM0480'SIDE OF ROAD.  CONTINUE AHEAD, NORTH, ON GRAVELED ROAD FOR
 MM0480'0.8 MILE TO THE SUMMIT OF GRADE AND FIELD ENTRANCE ROAD ON
 MM0480'THE LEFT.  TURN LEFT, THENCE BACK LEFT AND DRIVE SOUTH ALONG
 MM0480'ROAD RIGHT-OF-WAY FOR 0.1 MILE TO THE STATION.
 MM0480'
 MM0480'THE STATION IS A STANDARD DISK STAMPED CHASE 1963, SET IN THE
 MM0480'TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 MM0480'IT IS 27 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 7 FEET
 MM0480'WEST OF THE WEST EDGE OF A CUT-BANK, 5.3 FEET SOUTHEAST OF
 MM0480'A METAL WITNESS POST, AND ABOUT 20 FEET ABOVE THE SURFACE
 MM0480'OF THE NORTH-SOUTH GRAVELED ROAD AND ON THE ROAD RIGHT-OF-WAY.
 MM0480'
 MM0480'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHASE
 MM0480'NO 1 1963, SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER
 MM0480'WHICH PROJECTS 2 INCHES.  IT IS 67 FEET WEST OF A METAL WITNESS
 MM0480'POST, AND 3 FEET EAST OF A NORTH-SOUTH SNOW FENCE, AND ABOUT
 MM0480'THE SAME ELEVATION AS THE STATION.
 MM0480'
 MM0480'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHASE
 MM0480'NO 2 1963, SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER
 MM0480'WHICH PROJECTS 1 INCH.  IT IS 21.5 FEET NORTH-NORTHWEST OF
 MM0480'A METAL WITNESS POST, 12.5 FEET WEST OF THE WEST EDGE OF A
 MM0480'CUT-BANK, 2 FEET EAST OF A TELEPHONE POLE, AND ABOUT THE
 MM0480'SAME ELEVATION AS THE STATION.
 MM0480'
 MM0480'AZIMUTH MARK IS A STANDARD DISK STAMPED CHASE 1963, SET IN
 MM0480'THE TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 MM0480'IT IS 8.5 FEET WEST OF THE WEST EDGE OF A CUT-BANK, 6 FEET
 MM0480'EAST OF THE WEST RIGHT-OF-WAY FENCE, 5 FEET EAST OF A TELEPHONE
 MM0480'POLE, 4.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND
 MM0480'ON TOP OF A STEEP CUT-BANK, WHICH IS ABOUT 35 FEET HIGHER
 MM0480'THAN THE ROAD BED.
 MM0480
 MM0480                          STATION RECOVERY (1985)
 MM0480
 MM0480'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MM0480'CHASE 1963 FOUND GOOD.
 MM0480'CHASE NO. 1 1963 SEARCHED FOR BRIEFLY AND NOT RECOVERED.
 MM0480'CHASE NO 2 1963 SEARCHED FOR BRIEFLY AND NOT RECOVERED.
 MM0480'
 MM0480'AZIMUTH MARK NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1108 ***********************************************************************
 LG1108  DESIGNATION -  CHENEY
 LG1108  PID         -  LG1108
 LG1108  STATE/COUNTY-  NE/LANCASTER
 LG1108  COUNTRY     -  US
 LG1108  USGS QUAD   -  WALTON (2017)
 LG1108
 LG1108                         *CURRENT SURVEY CONTROL
 LG1108  ______________________________________________________________________
 LG1108* NAD 83(1995) POSITION- 40 45 20.06276(N) 096 36 51.21125(W)   ADJUSTED
 LG1108* NAVD 88 ORTHO HEIGHT -   418.542 (meters)     1373.17  (feet) ADJUSTED
 LG1108  ______________________________________________________________________
 LG1108  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 LG1108  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 LG1108  DYNAMIC HEIGHT  -        418.361 (meters)     1372.57  (feet) COMP
 LG1108  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 LG1108
 LG1108  HORZ ORDER      -  FIRST
 LG1108  VERT ORDER      -  FIRST     CLASS II
 LG1108
 LG1108.The horizontal coordinates were established by classical geodetic methods
 LG1108.and adjusted by the National Geodetic Survey in August 1997.
 LG1108
 LG1108.The orthometric height was determined by differential leveling and
 LG1108.adjusted by the NATIONAL GEODETIC SURVEY
 LG1108.in May 1993.
 LG1108
 LG1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1108.GEOID18 height accuracy estimate available here.
 LG1108
 LG1108.Click photographs - Photos may exist for this station.
 LG1108
 LG1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1108
 LG1108.The dynamic height is computed by dividing the NAVD 88
 LG1108.geopotential number by the normal gravity value computed on the
 LG1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1108.degrees latitude (g = 980.6199 gals.).
 LG1108
 LG1108.The modeled gravity was interpolated from observed gravity values.
 LG1108
 LG1108. The following values were computed from the NAD 83(1995) position.
 LG1108
 LG1108;                    North         East     Units Scale Factor Converg.
 LG1108;SPC NE       -   107,990.662   785,766.179   MT  0.99974366   +2 14 37.5
 LG1108;SPC NE       -   354,299.36  2,577,967.87   sFT  0.99974366   +2 14 37.5
 LG1108;UTM  14      - 4,514,362.118   701,395.411   MT  1.00009926   +1 33 28.9
 LG1108
 LG1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1108!SPC NE       -   0.99993841  x   0.99974366  =   0.99968208
 LG1108!UTM  14      -   0.99993841  x   1.00009926  =   1.00003766
 LG1108
 LG1108:                Primary Azimuth Mark                     Grid Az
 LG1108:SPC NE       -  CHENEY AZ MK                             265 08 04.7
 LG1108:UTM  14      -  CHENEY AZ MK                             265 49 13.3
 LG1108
 LG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0139514362(NAD 83)
 LG1108
 LG1108|---------------------------------------------------------------------|
 LG1108| PID    Reference Object                     Distance      Geod. Az  |
 LG1108|                                                           dddmmss.s |
 LG1108| LG1365 CHENEY RM 3                          16.989 METERS 01304     |
 LG1108| LG1364 CHENEY RM 1                          20.431 METERS 09918     |
 LG1108| CL6220 CHENEY RM 2                          21.928 METERS 18723     |
 LG1108| CL6219 CHENEY AZ MK                                       2672242.2 |
 LG1108| LG1124 LINCOLN ST THOMAS ORPHAN CROSS      APPROX. 6.1 KM 2885709.8 |
 LG1108| LG1121 LINCOLN COLLEGE VIEW MUN TANK       APPROX. 4.4 KM 3010113.9 |
 LG1108| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX. 3.9 KM 3025033.3 |
 LG1108| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 9.3 KM 3085718.0 |
 LG1108| LG1106 LINCOLN US VETERANS HOSP DOME       APPROX. 5.8 KM 3535027.5 |
 LG1108| LG1107 LINCOLN US VETERANS HOSP TANK       APPROX. 5.8 KM 3545447.2 |
 LG1108|---------------------------------------------------------------------|
 LG1108
 LG1108                          SUPERSEDED SURVEY CONTROL
 LG1108
 LG1108  NAD 83(1986)-  40 45 20.07163(N)    096 36 51.21128(W) AD(       ) 1
 LG1108  NAD 27      -  40 45 20.07361(N)    096 36 50.16419(W) AD(       ) 1
 LG1108  NGVD 29             418.40   (m)         1372.7    (f) LEVELING    3  
 LG1108
 LG1108.Superseded values are not recommended for survey control.
 LG1108
 LG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1108.See file dsdata.pdf to determine how the superseded data were derived.
 LG1108
 LG1108_MARKER: DS = TRIANGULATION STATION DISK
 LG1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1108_STAMPING: CHENEY 1947
 LG1108_MARK LOGO: CGS
 LG1108_PROJECTION: FLUSH
 LG1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1108+STABILITY: SURFACE MOTION
 LG1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1108+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1108
 LG1108  HISTORY     - Date     Condition        Report By
 LG1108  HISTORY     - 1947     MONUMENTED       CGS
 LG1108  HISTORY     - 1947     GOOD             CGS
 LG1108  HISTORY     - 1949     GOOD             CGS
 LG1108  HISTORY     - 1960     GOOD             LOCSUR
 LG1108  HISTORY     - 1961     GOOD             CGS
 LG1108  HISTORY     - 1976     GOOD             NEDR
 LG1108  HISTORY     - 1976     GOOD             NGS
 LG1108  HISTORY     - 19920520 GOOD             NGS
 LG1108
 LG1108                          STATION DESCRIPTION
 LG1108
 LG1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1108'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF LINCOLN, 2.5
 LG1108'MILES NORTH-NORTHWEST OF CHENEY, 150 FEET SOUTH OF A FARM HOUSE,
 LG1108'124 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 2, 84 FEET NORTH
 LG1108'OF AN EAST-WEST FENCE LINE, 56 FEET NORTH OF A POWER LINE POLE,
 LG1108'AND 12 FEET SOUTHEAST OF A FENCE CORNER.  IT IS SET FLUSH WITH
 LG1108'THE GROUND AND IS STAMPED CHENEY 1947.
 LG1108'
 LG1108'REFERENCE MARK NO. 1 IS ABOUT 150 FEET SOUTH OF A FARM HOUSE AND
 LG1108'6 FEET SOUTHWEST OF A MULBERRY TREE.  IT IS SET FLUSH WITH THE
 LG1108'GROUND AND IS STAMPED CHENEY NO 1 1947.
 LG1108'
 LG1108'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTER OF STATE
 LG1108'HIGHWAY NO. 2, 15 FEET SOUTH OF A POWER LINE POLE AND 10 FEET
 LG1108'NORTH OF A FENCE CORNER.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG1108'STAMPED CHENEY NO 2 1947.
 LG1108'
 LG1108'AZIMUTH MARK IS ON THE EAST SLOPE OF A RIDGE, 175 FEET WEST OF
 LG1108'THE CENTER OF A CROSSROAD, 35 FEET SOUTH OF THE CENTER OF STATE
 LG1108'HIGHWAY NO. 2 AND 1.5 FEET EAST OF TELEPHONE POLE NO. 20466.  IT
 LG1108'PROJECTS 4 INCHES AND IS STAMPED CHENEY 1947.
 LG1108'
 LG1108'TO REACH THE STATION FROM THE UNION BANK IN COLLEGE VIEW,
 LG1108'SOUTHEAST EDGE OF LINCOLN, AT THE JUNCTION OF PRESCOTT AVE. AND
 LG1108'48TH STREET, GO SOUTH ON 48TH STREET AND HIGHWAY NO. 2 FOR 1.6
 LG1108'MILES TO A CROSSROAD, AT WALTZ CABIN CAMP, TURN LEFT AND CONTINUE
 LG1108'ON STATE HIGHWAY NO. 2 FOR 1.6 MILES TO A FARM HOUSE ON THE LEFT
 LG1108'AND THE STATION ON THE LEFT AS DESCRIBED.
 LG1108'
 LG1108'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1108'HIGHWAY NO. 2 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1108'DESCRIBED.
 LG1108'
 LG1108'AN 87 FOOT SIGNAL AT CROSS IS VISIBLE AT 12 FEET.
 LG1108'
 LG1108'A 74 FOOT SIGNAL AT LONE STAT IS VISIBLE AT 24 FEET.
 LG1108'
 LG1108'A 74 FOOT SIGNAL AT SATILLO EAST BASE IS VISIBLE AT 12 FEET.
 LG1108'
 LG1108'A 47 FOOT SIGNAL AT SATILLO WEST BASE IS VISIBLE AT 4 FEET.
 LG1108'
 LG1108'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 4 FEET.
 LG1108'
 LG1108'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 4 FEET.
 LG1108'
 LG1108'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1108
 LG1108                          STATION RECOVERY (1947)
 LG1108
 LG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1108'RECOVERED IN GOOD CONDITION.
 LG1108
 LG1108                          STATION RECOVERY (1949)
 LG1108
 LG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 LG1108'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE
 LG1108'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LG1108'
 LG1108'A COMPLETE AND NEW DESCRIPTION FOLLOWS WITH IMPORTANT CHANGES
 LG1108'NOTED-
 LG1108'
 LG1108'REFERENCE MARK NO. 2 HAD BEEN DESTROYED BY EXCAVATION.  REFERENCE
 LG1108'MARK NO. 3 WAS ESTABLISHED.
 LG1108'
 LG1108'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF LINCOLN, 2
 LG1108'MILES NORTH-NORTHWEST OF CHENEY, 150 FEET SOUTH OF A FARM HOME,
 LG1108'124 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 2, 56 FEET NORTH
 LG1108'OF A POWER LINE POLE.  IT IS STAMPED CHENEY 1947 AND SET FLUSH
 LG1108'WITH THE GROUND.
 LG1108'
 LG1108'REFERENCE MARK NO. 1 IS 150 FEET SOUTH OF A FARM HOME AND 6 FEET
 LG1108'SOUTHWEST OF A MULBERRY TREE.  IT IS SET FLUSH WITH THE GROUND
 LG1108'AND STAMPED CHENEY NO 1 1947.
 LG1108'
 LG1108'REFERENCE MARK NO. 3 IS 53.5 FEET SOUTHWEST OF A FARM HOME.  IT
 LG1108'IS SET FLUSH WITH THE GROUND AND STAMPED CHENEY NO 3 1949.
 LG1108'
 LG1108'THE AZIMUTH MARK IS ON THE EAST SLOPE OF A RIDGE, 175 FEET
 LG1108'WEST OF A CROSSROAD, 35 FEET SOUTH OF THE CENTER OF STATE
 LG1108'HIGHWAY NO. 2, AND 1.5 FEET EAST OF TELEPHONE POLE NO. 20466.
 LG1108'IT PROJECTS 4 INCHES AND IT IS STAMPED CHENEY 1947.
 LG1108'
 LG1108'TO REACH THE STATION FROM THE MAIN INTERSECTION ON STATE
 LG1108'HIGHWAY NO. 2 IN CHENEY, GO NORTH AND WEST ON STATE HIGHWAY NO. 2
 LG1108'FOR 3.2 MILES TO A HIGHWAY CUT AND THE STATION ON THE RIGHT.
 LG1108'
 LG1108'TO REACH THE AZIMUTH MARK, CONTINUE ON STATE HIGHWAY NO. 2 FOR
 LG1108'0.65 MILE AND THE AZIMUTH MARK ON THE LEFT.
 LG1108'
 LG1108'OBSERVATIONS TAKEN FROM A FOUR FOOT TRIPOD.
 LG1108
 LG1108                          STATION RECOVERY (1960)
 LG1108
 LG1108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (DS)
 LG1108'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1108'
 LG1108'STATION AND AZIMUTH MARKS ARE IN GOOD CONDITION.
 LG1108
 LG1108                          STATION RECOVERY (1961)
 LG1108
 LG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1108'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 LG1108'MARK 3 WERE RECOVERED, FOUND TO BE IN GOOD CONDITION AND AS
 LG1108'DESCRIBED.  A METAL WITNESS POST WITH SIGN WAS ESTABLISHED 2.0
 LG1108'FEET SOUTHEAST OF THE AZIMUTH MARK.
 LG1108'
 LG1108'TO REACH THE STATION FROM THE UNION BANK IN COLLEGE VIEW,
 LG1108'SOUTHEAST SIDE OF LINCOLN, AT THE INTERSECTION OF PRESCOTT AVE.
 LG1108'AND 48TH STREET, DRIVE SOUTH ON 48TH STREET FOR 1.6 MILES TO ITS
 LG1108'JUNCTION WITH STATE HIGHWAY 2.  TURN LEFT ONTO THE HIGHWAY AND
 LG1108'DRIVE SOUTHEAST FOR 0.65 TO A CROSS ROAD AND SIGN, OLD CHENEY
 LG1108'ROAD.  TURN LEFT, AS PER SIGN, AND DRIVE EAST ON THE MACADAM
 LG1108'SURFACED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG1108'CONTINUE EAST FOR 0.65 MILE TO THE SUMMIT OF A RIDGE AND A
 LG1108'HOUSE AND THE STATION ON THE LEFT.
 LG1108'
 LG1108'THE PICTURE POINT IS THE T-INTERSECTION OF A NORTH-SOUTH FENCE
 LG1108'WITH THE NORTH RIGHT-OF-WAY FENCE OF THE OLD CHENEY ROAD.
 LG1108
 LG1108                          STATION RECOVERY (1976)
 LG1108
 LG1108'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 LG1108'REFER TO QUAD 400964 PAGE 1008 STATION, REF 1 REF 3 AND AZIMUTH
 LG1108'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1108'
 LG1108'NEAREST TOWN--LINCOLN.
 LG1108
 LG1108                          STATION RECOVERY (1976)
 LG1108
 LG1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1108'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 LG1108'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK IS
 LG1108'IN A SMALL FENCED PASTURE AREA ON THE WEST SIDE OF A SURFACED
 LG1108'DRIVEWAY LEADING TO A HOUSE AND OWNED BY MR. AND MRS. DONALD R.
 LG1108'SCHULZ, 7820 OLD CHENNEY ROAD, RT. 9, LINCOLN, NEBRASKA 68516.
 LG1108'THE AZIMUTH MARK IS ALONG THE NORTH EDGE OF A FIELD AND THIS
 LG1108'DATE TWO SEVEN FOOT METAL FENCE POSTS WITH A METAL POST TIEING
 LG1108'THEM TOGETHER WAS PLACED ALONG THE SOUTH SIDE OF THE MARK
 LG1108'WITH A WITNESS SIGN FASTEN TO THE WEST POST.
 LG1108'
 LG1108'NOTE--A 3/4 INCH REBAR, ABOUT 3 FEET IN LENGTH WAS DRIVEN INTO
 LG1108'THE GROUND BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1108'
 LG1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 LG1108'NNW OF CHENNEY.
 LG1108
 LG1108                          STATION RECOVERY (1992)
 LG1108
 LG1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1108'2.2 KM (1.35 MI) NORTHERLY ALONG 84TH STREET FROM THE JUNCTION OF
 LG1108'STATE HIGHWAY 2 IN SOUTHEAST LINCOLN, THENCE 0.7 KM (0.45 MI)
 LG1108'WESTERLY ALONG OLD CHENEY ROAD, 37.8 M (124.0 FT) NORTH OF THE CENTER
 LG1108'OF THE ROAD, 27.0 M (88.6 FT) WEST OF THE SOUTHWEST CORNER OF A
 LG1108'HOUSE, 20.4 M (66.9 FT) WEST OF REFERENCE MARK 1, 17.0 M (55.8 FT)
 LG1108'SOUTH OF REFERENCE MARK 3, 1.5 M (4.9 FT) EAST OF A WITNESS POST AND
 LG1108'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1364 ***********************************************************************
 LG1364  DESIGNATION -  CHENEY RM 1
 LG1364  PID         -  LG1364
 LG1364  STATE/COUNTY-  NE/LANCASTER
 LG1364  COUNTRY     -  US
 LG1364  USGS QUAD   -  WALTON (2017)
 LG1364
 LG1364                         *CURRENT SURVEY CONTROL
 LG1364  ______________________________________________________________________
 LG1364* NAD 83(1986) POSITION- 40 45 19.96   (N) 096 36 50.35   (W)   HD_HELD1
 LG1364* NAVD 88 ORTHO HEIGHT -   418.707 (meters)     1373.71  (feet) ADJUSTED
 LG1364  ______________________________________________________________________
 LG1364  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 LG1364  DYNAMIC HEIGHT  -        418.526 (meters)     1373.11  (feet) COMP
 LG1364  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 LG1364
 LG1364  VERT ORDER      -  FIRST     CLASS II
 LG1364
 LG1364.The horizontal coordinates were determined by differentially corrected
 LG1364.hand held GPS observations or other comparable positioning techniques
 LG1364.and have an estimated accuracy of +/- 3 meters.
 LG1364
 LG1364.The orthometric height was determined by differential leveling and
 LG1364.adjusted by the NATIONAL GEODETIC SURVEY
 LG1364.in May 1993.
 LG1364
 LG1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1364.GEOID18 height accuracy estimate available here.
 LG1364
 LG1364.Click photographs - Photos may exist for this station.
 LG1364
 LG1364.The dynamic height is computed by dividing the NAVD 88
 LG1364.geopotential number by the normal gravity value computed on the
 LG1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1364.degrees latitude (g = 980.6199 gals.).
 LG1364
 LG1364.The modeled gravity was interpolated from observed gravity values.
 LG1364
 LG1364;                    North         East    Units  Estimated Accuracy
 LG1364;SPC NE       -   107,988.3     785,786.5     MT  (+/- 3 meters HH1 GPS) 
 LG1364
 LG1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0141514359(NAD 83)
 LG1364
 LG1364                          SUPERSEDED SURVEY CONTROL
 LG1364
 LG1364.No superseded survey control is available for this station.
 LG1364
 LG1364_MARKER: DR = REFERENCE MARK DISK
 LG1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1364_STAMPING: CHENEY NO 1 1947
 LG1364_MARK LOGO: CGS
 LG1364_PROJECTION: FLUSH
 LG1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1364+STABILITY: SURFACE MOTION
 LG1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1364+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1364
 LG1364  HISTORY     - Date     Condition        Report By
 LG1364  HISTORY     - 1947     MONUMENTED       CGS
 LG1364  HISTORY     - 19920520 GOOD             NGS
 LG1364
 LG1364                          STATION DESCRIPTION
 LG1364
 LG1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1364'2.2 KM (1.35 MI) NORTHERLY ALONG 84TH STREET FROM THE JUNCTION OF
 LG1364'STATE HIGHWAY 2 IN SOUTHEAST LINCOLN, THENCE 0.7 KM (0.45 MI)
 LG1364'WESTERLY ALONG OLD CHENEY ROAD, 37.8 M (124.0 FT) NORTH OF THE CENTER
 LG1364'OF THE ROAD, 20.4 M (66.9 FT) EAST OF TRIANGULATION STATION CHENEY,
 LG1364'1.8 M (5.9 FT) WEST OF A MULBERRY TREE, AND THE MONUMENT IS FLUSH
 LG1364'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1365 ***********************************************************************
 LG1365  DESIGNATION -  CHENEY RM 3
 LG1365  PID         -  LG1365
 LG1365  STATE/COUNTY-  NE/LANCASTER
 LG1365  COUNTRY     -  US
 LG1365  USGS QUAD   -  WALTON (2017)
 LG1365
 LG1365                         *CURRENT SURVEY CONTROL
 LG1365  ______________________________________________________________________
 LG1365* NAD 83(1986) POSITION- 40 45 20.60   (N) 096 36 51.05   (W)   HD_HELD1
 LG1365* NAVD 88 ORTHO HEIGHT -   418.807 (meters)     1374.04  (feet) ADJUSTED
 LG1365  ______________________________________________________________________
 LG1365  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 LG1365  DYNAMIC HEIGHT  -        418.626 (meters)     1373.44  (feet) COMP
 LG1365  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 LG1365
 LG1365  VERT ORDER      -  FIRST     CLASS II
 LG1365
 LG1365.The horizontal coordinates were determined by differentially corrected
 LG1365.hand held GPS observations or other comparable positioning techniques
 LG1365.and have an estimated accuracy of +/- 3 meters.
 LG1365
 LG1365.The orthometric height was determined by differential leveling and
 LG1365.adjusted by the NATIONAL GEODETIC SURVEY
 LG1365.in May 1993.
 LG1365
 LG1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1365.GEOID18 height accuracy estimate available here.
 LG1365
 LG1365.Click photographs - Photos may exist for this station.
 LG1365
 LG1365.The dynamic height is computed by dividing the NAVD 88
 LG1365.geopotential number by the normal gravity value computed on the
 LG1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1365.degrees latitude (g = 980.6199 gals.).
 LG1365
 LG1365.The modeled gravity was interpolated from observed gravity values.
 LG1365
 LG1365;                    North         East    Units  Estimated Accuracy
 LG1365;SPC NE       -   108,007.4     785,769.3     MT  (+/- 3 meters HH1 GPS) 
 LG1365
 LG1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0139814378(NAD 83)
 LG1365
 LG1365                          SUPERSEDED SURVEY CONTROL
 LG1365
 LG1365.No superseded survey control is available for this station.
 LG1365
 LG1365_MARKER: DR = REFERENCE MARK DISK
 LG1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1365_STAMPING: CHENEY NO 3 1949
 LG1365_MARK LOGO: CGS
 LG1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1365+STABILITY: SURFACE MOTION
 LG1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1365+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1365
 LG1365  HISTORY     - Date     Condition        Report By
 LG1365  HISTORY     - 1949     MONUMENTED       CGS
 LG1365  HISTORY     - 19920520 GOOD             NGS
 LG1365
 LG1365                          STATION DESCRIPTION
 LG1365
 LG1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1365'2.2 KM (1.35 MI) NORTHERLY ALONG 84TH STREET FROM THE JUNCTION OF
 LG1365'STATE HIGHWAY 2 IN SOUTHEAST LINCOLN, THENCE 0.7 KM (0.45 MI)
 LG1365'WESTERLY ALONG OLD CHENEY ROAD, 53.3 M (174.9 FT) NORTH OF THE CENTER
 LG1365'OF THE ROAD, 17.0 M (55.8 FT) NORTH OF TRIANGULATION STATION CHENEY,
 LG1365'1.5 M (4.9 FT) EAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 LG1365'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1104 ***********************************************************************
 ML1104  DESIGNATION -  CHERRY
 ML1104  PID         -  ML1104
 ML1104  STATE/COUNTY-  NE/BUFFALO
 ML1104  COUNTRY     -  US
 ML1104  USGS QUAD   -  BOELUS (2017)
 ML1104
 ML1104                         *CURRENT SURVEY CONTROL
 ML1104  ______________________________________________________________________
 ML1104* NAD 83(1995) POSITION- 41 00 54.60878(N) 098 43 43.09500(W)   ADJUSTED
 ML1104* NAVD 88 ORTHO HEIGHT -   641.    (meters)     2103.    (feet) SCALED
 ML1104  ______________________________________________________________________
 ML1104  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 ML1104  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 ML1104  HORZ ORDER      -  SECOND
 ML1104
 ML1104.The horizontal coordinates were established by classical geodetic methods
 ML1104.and adjusted by the National Geodetic Survey in August 1997.
 ML1104
 ML1104.The orthometric height was scaled from a topographic map.
 ML1104
 ML1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1104.GEOID18 height accuracy estimate available here.
 ML1104
 ML1104.Click photographs - Photos may exist for this station.
 ML1104
 ML1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1104
 ML1104. The following values were computed from the NAD 83(1995) position.
 ML1104
 ML1104;                    North         East     Units Scale Factor Converg.
 ML1104;SPC NE       -   132,001.024   606,905.325   MT  0.99969503   +0 50 33.1
 ML1104;SPC NE       -   433,073.36  1,991,155.22   sFT  0.99969503   +0 50 33.1
 ML1104;UTM  14      - 4,540,476.438   522,816.781   MT  0.99960641   +0 10 41.1
 ML1104
 ML1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1104!SPC NE       -   0.99990326  x   0.99969503  =   0.99959832
 ML1104!UTM  14      -   0.99990326  x   0.99960641  =   0.99950971
 ML1104
 ML1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2281640476(NAD 83)
 ML1104
 ML1104                          SUPERSEDED SURVEY CONTROL
 ML1104
 ML1104  NAD 83(1986)-  41 00 54.61611(N)    098 43 43.09671(W) AD(       ) 2
 ML1104  NAD 27      -  41 00 54.56800(N)    098 43 41.82300(W) AD(       ) 2
 ML1104  USSD        -  41 00 54.63000(N)    098 43 41.87000(W) AD(       ) 3
 ML1104
 ML1104.Superseded values are not recommended for survey control.
 ML1104
 ML1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1104.See file dsdata.pdf to determine how the superseded data were derived.
 ML1104
 ML1104_MARKER: G = GLASS BOTTLE
 ML1104_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ML1104_SP_SET: OBJECT IMBEDDED IN GROUND
 ML1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1104
 ML1104  HISTORY     - Date     Condition        Report By
 ML1104  HISTORY     - 1899     MONUMENTED       CGS
 ML1104  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1104  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1104
 ML1104                          STATION DESCRIPTION
 ML1104
 ML1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1104'THIS STATION IS ON A PROMINENT ROUND-TOPPED SAND HILL WITH A
 ML1104'DEEP BLOW-OUT ON ITS WEST FACE, AND IS IN THE NW. 1/4 SEC. 13,
 ML1104'T. 12 N., R. 13 W., ABOUT 1.75 MILES SOUTHEAST OF ST. MICHAEL
 ML1104'RAILROAD STATION AND 11 MILES EAST OF RAVENNA.  STATION IS MARKED
 ML1104'BY BOTTLE TOP BURIED 2.0 FEET BELOW THE SURFACE OF THE GROUND.
 ML1104
 ML1104                          STATION RECOVERY (1935)
 ML1104
 ML1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1104'STATION WAS SEARCHED FOR ON APRIL 12, 1935 AND FOUND TO BE
 ML1104'DESTROYED.  THE ENTIRE WEST FACE AND TOP OF THE SAND HILL ON
 ML1104'WHICH THE STATION WAS LOCATED HAS BEEN BLOWN AWAY.
 ML1104
 ML1104                          STATION RECOVERY (1935)
 ML1104
 ML1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1104'STATION NOT RECOVERED.  IT IS RECOMMENDED THAT THIS STATION BE
 ML1104'CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1105 ***********************************************************************
 ML1105  DESIGNATION -  CHERRY 2
 ML1105  PID         -  ML1105
 ML1105  STATE/COUNTY-  NE/BUFFALO
 ML1105  COUNTRY     -  US
 ML1105  USGS QUAD   -  BOELUS (2017)
 ML1105
 ML1105                         *CURRENT SURVEY CONTROL
 ML1105  ______________________________________________________________________
 ML1105* NAD 83(1995) POSITION- 41 00 54.68893(N) 098 43 42.97672(W)   ADJUSTED
 ML1105* NAVD 88 ORTHO HEIGHT -   641.    (meters)     2103.    (feet) SCALED
 ML1105  ______________________________________________________________________
 ML1105  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 ML1105  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 ML1105  HORZ ORDER      -  THIRD
 ML1105
 ML1105.The horizontal coordinates were established by classical geodetic methods
 ML1105.and adjusted by the National Geodetic Survey in August 1997.
 ML1105
 ML1105.The orthometric height was scaled from a topographic map.
 ML1105
 ML1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1105.GEOID18 height accuracy estimate available here.
 ML1105
 ML1105.Click photographs - Photos may exist for this station.
 ML1105
 ML1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1105
 ML1105. The following values were computed from the NAD 83(1995) position.
 ML1105
 ML1105;                    North         East     Units Scale Factor Converg.
 ML1105;SPC NE       -   132,003.536   606,908.051   MT  0.99969502   +0 50 33.2
 ML1105;SPC NE       -   433,081.60  1,991,164.16   sFT  0.99969502   +0 50 33.2
 ML1105;UTM  14      - 4,540,478.918   522,819.536   MT  0.99960641   +0 10 41.2
 ML1105
 ML1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1105!SPC NE       -   0.99990326  x   0.99969502  =   0.99959831
 ML1105!UTM  14      -   0.99990326  x   0.99960641  =   0.99950971
 ML1105
 ML1105:                Primary Azimuth Mark                     Grid Az
 ML1105:SPC NE       -  ML 11 6                                  022 16 59.9
 ML1105:UTM  14      -  ML 11 6                                  022 56 51.9
 ML1105
 ML1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2281940478(NAD 83)
 ML1105
 ML1105|---------------------------------------------------------------------|
 ML1105| PID    Reference Object                     Distance      Geod. Az  |
 ML1105|                                                           dddmmss.s |
 ML1105| ML1103 ML 11 6                             APPROX. 0.9 KM 0230733.1 |
 ML1105| ML1100 CAIRO MUNICIPAL TANK                APPROX.10.4 KM 0982002.7 |
 ML1105| CN8102 CHERRY 2 RM 1                        11.485 METERS 15931     |
 ML1105| CN8103 CHERRY 2 RM 2                         7.377 METERS 30128     |
 ML1105|---------------------------------------------------------------------|
 ML1105
 ML1105                          SUPERSEDED SURVEY CONTROL
 ML1105
 ML1105  NAD 83(1986)-  41 00 54.69578(N)    098 43 42.97805(W) AD(       ) 3
 ML1105  NAD 27      -  41 00 54.64900(N)    098 43 41.70900(W) AD(       ) 3
 ML1105
 ML1105.Superseded values are not recommended for survey control.
 ML1105
 ML1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1105.See file dsdata.pdf to determine how the superseded data were derived.
 ML1105
 ML1105_MARKER: DS = TRIANGULATION STATION DISK
 ML1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1105_STAMPING: CHERRY 2 1950
 ML1105_MARK LOGO: CGS
 ML1105_PROJECTION: FLUSH
 ML1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1105+STABILITY: SURFACE MOTION
 ML1105
 ML1105  HISTORY     - Date     Condition        Report By
 ML1105  HISTORY     - 1950     MONUMENTED       CGS
 ML1105
 ML1105                          STATION DESCRIPTION
 ML1105
 ML1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1105'THE STATION IS LOCATED ABOUT 8 MILES WEST AND 1 MILE NORTH
 ML1105'OF CAIRO ON A HIGH SAND HILL.  IT IS 15 FEET WEST OF A BLUFF,
 ML1105'9 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A BLUFF.
 ML1105'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 ML1105'CHERRY 2 1950.
 ML1105'
 ML1105'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A BLUFF AND 2 FEET EAST
 ML1105'OF A BLUFF.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 ML1105'STAMPED CHERRY 2 NO 1 1950.
 ML1105'
 ML1105'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A BLUFF AND 3 FEET WEST
 ML1105'OF A BLUFF.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ML1105'IS STAMPED.  CHERRY 2 NO 2 1950.
 ML1105'
 ML1105'USBR M-L-11-6 MARK WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 ML1105'U.S. BUREAU OF RECLAMATION DISK.  IT IS APPROXIMATELY 0.3
 ML1105'MILE SOUTH OF A RAILROAD TRACK, 150 FEET SOUTH OF A STEEP BLUFF
 ML1105'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ML1105'ABOUT 10 INCHES AND THE DISK IS STAMPED M-L-11-6.
 ML1105'
 ML1105'TO REACH THE STATION FROM THE DEPOT IN CAIRO, GO WEST ON STATE
 ML1105'ROUTE 2 FOR 7.2 MILES TO A CROSSROADS.  TURN RIGHT (NORTH)
 ML1105'AND GO 1.4 MILES TO A T-ROAD.  TURN RIGHT (EAST) FOR 0.35
 ML1105'MILE TO A RAILROAD TRACK, CROSS TRACK AND GO NORTH FOR 0.4
 ML1105'MILE TO A SIDE ROAD.  TURN EAST AND GO 0.25 MILES TO FORKS,
 ML1105'TAKE RIGHT FORK AND GO EASTERLY FOR 0.45 MILE TO A FARM YARD
 ML1105'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.4 MILE TO
 ML1105'A GATE JUST BEFORE A RAILROAD TRACK.  PASS THROUGH GATE AND
 ML1105'CROSS TRACK TO GATE, PASS THROUGH GATE AND FOLLOW
 ML1105'TRACK ROAD FOR APPROXIMATELY 1.5 MILE TO THE FOOT OF A
 ML1105'PROMINENT HILL.  FROM HERE PACK SOUTHERLY UP HILL TO TOP
 ML1105'AND STATION.
 ML1105'
 ML1105'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 ML1105'NORTHEASTERLY FOR APPROXIMATELY 1.0 MILE TO THE HIGHEST SAND
 ML1105'HILL AND MARK AS DESCRIBED.
 ML1105'
 ML1105'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0423 ***********************************************************************
 NO0423  DESIGNATION -  CHERRY NORTH BASE
 NO0423  PID         -  NO0423
 NO0423  STATE/COUNTY-  NE/CHERRY
 NO0423  COUNTRY     -  US
 NO0423  USGS QUAD   -  DUCK LAKE NE (2017)
 NO0423
 NO0423                         *CURRENT SURVEY CONTROL
 NO0423  ______________________________________________________________________
 NO0423* NAD 83(1995) POSITION- 42 10 46.59546(N) 100 31 42.62086(W)   ADJUSTED
 NO0423* NAVD 88 ORTHO HEIGHT -   902.    (meters)     2959.    (feet) SCALED
 NO0423  ______________________________________________________________________
 NO0423  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 NO0423  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 NO0423  HORZ ORDER      -  FIRST
 NO0423
 NO0423.The horizontal coordinates were established by classical geodetic methods
 NO0423.and adjusted by the National Geodetic Survey in August 1997.
 NO0423
 NO0423.The orthometric height was scaled from a topographic map.
 NO0423
 NO0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0423.GEOID18 height accuracy estimate available here.
 NO0423
 NO0423.Click photographs - Photos may exist for this station.
 NO0423
 NO0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0423
 NO0423. The following values were computed from the NAD 83(1995) position.
 NO0423
 NO0423;                    North         East     Units Scale Factor Converg.
 NO0423;SPC NE       -   260,635.810   456,348.404   MT  0.99972769   -0 21 00.9
 NO0423;SPC NE       -   855,102.65  1,497,203.06   sFT  0.99972769   -0 21 00.9
 NO0423;UTM  14      - 4,670,849.138   373,767.887   MT  0.99979607   -1 01 35.3
 NO0423
 NO0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0423!SPC NE       -   0.99986191  x   0.99972769  =   0.99958963
 NO0423!UTM  14      -   0.99986191  x   0.99979607  =   0.99965800
 NO0423
 NO0423:                Primary Azimuth Mark                     Grid Az
 NO0423:SPC NE       -  L 93                                     190 58 52.2
 NO0423:UTM  14      -  L 93                                     191 39 26.6
 NO0423
 NO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7376770849(NAD 83)
 NO0423
 NO0423|---------------------------------------------------------------------|
 NO0423| PID    Reference Object                     Distance      Geod. Az  |
 NO0423|                                                           dddmmss.s |
 NO0423| CO2857 CHERRY NORTH BASE RM 1               23.602 METERS 11547     |
 NO0423| CO2223 L 93                                               1903751.3 |
 NO0423| CO2858 CHERRY NORTH BASE RM 2               38.801 METERS 20058     |
 NO0423|---------------------------------------------------------------------|
 NO0423
 NO0423                          SUPERSEDED SURVEY CONTROL
 NO0423
 NO0423  NAD 83(1986)-  42 10 46.59677(N)    100 31 42.62575(W) AD(       ) 1
 NO0423  NAD 27      -  42 10 46.59700(N)    100 31 41.13800(W) AD(       ) 1
 NO0423
 NO0423.Superseded values are not recommended for survey control.
 NO0423
 NO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0423.See file dsdata.pdf to determine how the superseded data were derived.
 NO0423
 NO0423_MARKER: DS = TRIANGULATION STATION DISK
 NO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0423_STAMPING: CHERRY N BASE 1949
 NO0423_MARK LOGO: CGS
 NO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0423+STABILITY: SURFACE MOTION
 NO0423
 NO0423  HISTORY     - Date     Condition        Report By
 NO0423  HISTORY     - 1949     MONUMENTED       CGS
 NO0423
 NO0423                          STATION DESCRIPTION
 NO0423
 NO0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0423'THE STATION IS LOCATED ABOUT 14.5 MILES NORTH-NORTHEAST OF THEDFORD
 NO0423'ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 83.  IT IS 29.5 FEET
 NO0423'WEST OF THE CENTER OF U.S. HIGHWAY 83, 18 FEET EAST OF NORTH-SOUTH
 NO0423'FENCE LINE AND 19.6 FEET EAST-NORTHEAST OF WITNESS POST.  IT
 NO0423'IS STAMPED CHERRY N BASE 1949 AND PROJECTS 3 INCHES.
 NO0423'
 NO0423'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET ON
 NO0423'THE EAST SIDE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER OF
 NO0423'THE HIGHWAY AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 NO0423'STAMPED CHERRY N BASE NO 1 1949 AND PROJECTS 2 INCHES.
 NO0423'
 NO0423'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE WEST
 NO0423'SIDE OF THE HIGHWAY, 49 FEET WEST OF THE CENTER OF HIGHWAY
 NO0423'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NO0423'CHERRY N BASE NO 2 1949 AND PROJECTS 2 INCHES.
 NO0423'
 NO0423'U.S.G.S. BENCH MARK L 93 WAS USED AS THE AZIMUTH MARK.  IT IS
 NO0423'ABOUT 0.35 MILE SOUTH OF THE STATION, 50 FEET EAST OF THE CENTER
 NO0423'OF U.S. HIGHWAY 83, 3.5 FEET NORTH OF WITNESS POST AND 1.5 FEET
 NO0423'WEST OF NORTH-SOUTH FENCE LINE.  IT IS A U.S. GEOLOGICAL SURVEY
 NO0423'BENCH MARK DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST
 NO0423'PROJECTING 8 INCHES AND STAMPED L 93 1946.
 NO0423'
 NO0423'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 NO0423'ROUTE NO 2 ABOUT 2.0 MILES EAST OF THEDFORD, GO NORTH ON U.S.
 NO0423'HIGHWAY 83 FOR 13.5 MILES TO BENCH MARK L 93 ON THE EAST
 NO0423'SIDE AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.35 MILE TO
 NO0423'THE STATION ON THE WEST SIDE AS DESCRIBED.
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 50 FEET
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 50 FEET
 NO0423'
 NO0423'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT 4 FEET
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION SHANLEY USGS IS VISIBLE AT 64 FEET
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 77 FEET
 NO0423'
 NO0423'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0425 ***********************************************************************
 NO0425  DESIGNATION -  CHERRY SOUTH BASE
 NO0425  PID         -  NO0425
 NO0425  STATE/COUNTY-  NE/CHERRY
 NO0425  COUNTRY     -  US
 NO0425  USGS QUAD   -  DUCK LAKE SE (2017)
 NO0425
 NO0425                         *CURRENT SURVEY CONTROL
 NO0425  ______________________________________________________________________
 NO0425* NAD 83(1995) POSITION- 42 06 54.57015(N) 100 32 18.37434(W)   ADJUSTED
 NO0425* NAVD 88 ORTHO HEIGHT -   924.    (meters)     3031.    (feet) SCALED
 NO0425  ______________________________________________________________________
 NO0425  GEOID HEIGHT    -        -21.746 (meters)                     GEOID18
 NO0425  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 NO0425  HORZ ORDER      -  FIRST
 NO0425
 NO0425.The horizontal coordinates were established by classical geodetic methods
 NO0425.and adjusted by the National Geodetic Survey in August 1997.
 NO0425
 NO0425.The orthometric height was scaled from a topographic map.
 NO0425
 NO0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0425.GEOID18 height accuracy estimate available here.
 NO0425
 NO0425.Click photographs - Photos may exist for this station.
 NO0425
 NO0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0425
 NO0425. The following values were computed from the NAD 83(1995) position.
 NO0425
 NO0425;                    North         East     Units Scale Factor Converg.
 NO0425;SPC NE       -   253,483.984   455,483.556   MT  0.99971509   -0 21 24.6
 NO0425;SPC NE       -   831,638.70  1,494,365.63   sFT  0.99971509   -0 21 24.6
 NO0425;UTM  14      - 4,663,707.463   372,818.694   MT  0.99979903   -1 01 54.7
 NO0425
 NO0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0425!SPC NE       -   0.99985846  x   0.99971509  =   0.99957359
 NO0425!UTM  14      -   0.99985846  x   0.99979903  =   0.99965752
 NO0425
 NO0425:                Primary Azimuth Mark                     Grid Az
 NO0425:SPC NE       -  CHERRY SOUTH BASE AZ MK                  283 06 28.5
 NO0425:UTM  14      -  CHERRY SOUTH BASE AZ MK                  283 46 58.6
 NO0425
 NO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7281863707(NAD 83)
 NO0425
 NO0425|---------------------------------------------------------------------|
 NO0425| PID    Reference Object                     Distance      Geod. Az  |
 NO0425|                                                           dddmmss.s |
 NO0425| CO2863 CHERRY SOUTH BASE RM 1               30.230 METERS 18026     |
 NO0425| CO2861 CHERRY SOUTH BASE RM 2               29.651 METERS 28059     |
 NO0425| NO0424 CHERRY SOUTH BASE 2                  26.622 METERS 28245     |
 NO0425| CO2859 CHERRY SOUTH BASE AZ MK                            2824503.9 |
 NO0425|---------------------------------------------------------------------|
 NO0425
 NO0425                          SUPERSEDED SURVEY CONTROL
 NO0425
 NO0425  NAD 83(1986)-  42 06 54.57150(N)    100 32 18.37863(W) AD(       ) 1
 NO0425  NAD 27      -  42 06 54.57000(N)    100 32 16.88800(W) AD(       ) 1
 NO0425
 NO0425.Superseded values are not recommended for survey control.
 NO0425
 NO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0425.See file dsdata.pdf to determine how the superseded data were derived.
 NO0425
 NO0425_MARKER: DS = TRIANGULATION STATION DISK
 NO0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0425_STAMPING: CHERRY S BASE 1949
 NO0425_MARK LOGO: CGS
 NO0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0425+STABILITY: SURFACE MOTION
 NO0425
 NO0425  HISTORY     - Date     Condition        Report By
 NO0425  HISTORY     - 1949     MONUMENTED       CGS
 NO0425  HISTORY     - 1956     GOOD             CGS
 NO0425
 NO0425                          STATION DESCRIPTION
 NO0425
 NO0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0425'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH-NORTHEAST OF
 NO0425'THEDFORD, 1.5 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINE, 43.0
 NO0425'FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 83, 13.5 FEET
 NO0425'SOUTHWEST OF A CONCRETE R/W MARKER, AND 12.0 FEET WEST OF A
 NO0425'FENCE.  IT PROJECTS ONE INCH AND IS STAMPED, CHERRY S BASE
 NO0425'1949.
 NO0425'
 NO0425'REFERENCE MARK NO. 1 IS 52.0 FEET EAST OF THE CENTER OF U.S.
 NO0425'HIGHWAY NO. 83 AND 0.5 FOOT WEST OF A FENCE.  IT PROJECTS 4
 NO0425'INCHES AND IS STAMPED, CHERRY S BASE NO 1 1949.
 NO0425'
 NO0425'REFERENCE MARK NO. 2 IS 45.5 FEET WEST OF THE CENTER OF U.S.
 NO0425'HIGHWAY NO. 83, 5.0 FEET WEST OF A CONCRETE R/W MARKER, AND 0.5
 NO0425'FOOT EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED, CHERRY
 NO0425'S BASE NO 2 1949.
 NO0425'
 NO0425'AZIMUTH MARK IS ON THE SOUTH END OF A SAND RIDGE, 0.25 MILE
 NO0425'WEST OF U.S. HIGHWAY NO. 83, AND ABOUT 80 FEET EAST OF A HIGHER
 NO0425'SAND HILL.  IT PROJECTS 4 INCHES AND IS STAMPED, CHERRY S BASE
 NO0425'1949.
 NO0425'
 NO0425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83
 NO0425'AND STATE HIGHWAY NO. 2, 2.0 MILES EAST OF THEDFORD, GO NORTH ON
 NO0425'U.S. HIGHWAY NO. 83 FOR 9.35 MILES TO THE STATION ON THE RIGHT,
 NO0425'JUST AFTER PASSING THROUGH A ROAD CUT.
 NO0425'
 NO0425'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 NO0425'PASTURE FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 NO0425'
 NO0425'A 4 FOOT SIGNAL AT SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0425'
 NO0425'A 4 FOOT SIGNAL AT HACKBERRY, KELLER, AND LOSH ARE VISIBLE AT
 NO0425'37 FEET.
 NO0425'
 NO0425'A 100 FOOT SIGNAL AT CHERRY N BASE IS VISIBLE AT 37 FEET.
 NO0425'
 NO0425'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NO0425
 NO0425                          STATION RECOVERY (1956)
 NO0425
 NO0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NO0425'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NO0425'GOOD CONDITION, EXCEPT THE STATION MARK AND REFERENCE MARK NO. 1
 NO0425'WHICH WERE COVERED BY ABOUT 10 FEET OF FILL IN THE CONSTRUCTION
 NO0425'OF NEW U.S. HIGHWAY 83.  THE STATION MARK WAS RECOVERED BY DIGGING
 NO0425'A HOLE IN THE FILL ON THE WEST SHOULDER OF THE NEW HIGHWAY.
 NO0425'THE OLD STATION WAS NOT DESTROYED.  A NEW STATION, CHERRY S BASE
 NO0425'2 1956, WAS ESTABLISHED ON LINE TOWARD THE OLD AZIMUTH MARK.  A
 NO0425'NEW AZIMUTH MARK WAS ESTABLISHED BECAUSE THE SAND HAS BLOWN
 NO0425'OUT AROUND THE OLD ONE UNTIL ABOUT TWO FEET OF THE CONCRETE
 NO0425'POST SHOWS.  THE OLD AZIMUTH MARK WAS STABLE AND REMAINS IN
 NO0425'PLACE.  FOR DETAILS, SEE THE DESCRIPTION OF CHERRY S BASE 2
 NO0425'1956.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0424 ***********************************************************************
 NO0424  DESIGNATION -  CHERRY SOUTH BASE 2
 NO0424  PID         -  NO0424
 NO0424  STATE/COUNTY-  NE/CHERRY
 NO0424  COUNTRY     -  US
 NO0424  USGS QUAD   -  DUCK LAKE SE (2017)
 NO0424
 NO0424                         *CURRENT SURVEY CONTROL
 NO0424  ______________________________________________________________________
 NO0424* NAD 83(1995) POSITION- 42 06 54.76059(N) 100 32 19.50463(W)   NO CHECK
 NO0424* NAVD 88 ORTHO HEIGHT -   924.    (meters)     3031.    (feet) SCALED
 NO0424  ______________________________________________________________________
 NO0424  GEOID HEIGHT    -        -21.746 (meters)                     GEOID18
 NO0424  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 NO0424  HORZ ORDER      -  SECOND
 NO0424
 NO0424.The horizontal coordinates were established by classical geodetic methods
 NO0424.and adjusted by the National Geodetic Survey in August 1997.
 NO0424
 NO0424.No horizontal observational check was made to the station.
 NO0424
 NO0424.The orthometric height was scaled from a topographic map.
 NO0424
 NO0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0424.GEOID18 height accuracy estimate available here.
 NO0424
 NO0424.Click photographs - Photos may exist for this station.
 NO0424
 NO0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0424
 NO0424. The following values were computed from the NAD 83(1995) position.
 NO0424
 NO0424;                    North         East     Units Scale Factor Converg.
 NO0424;SPC NE       -   253,490.020   455,457.634   MT  0.99971510   -0 21 25.3
 NO0424;SPC NE       -   831,658.51  1,494,280.59   sFT  0.99971510   -0 21 25.3
 NO0424;UTM  14      - 4,663,713.804   372,792.843   MT  0.99979911   -1 01 55.4
 NO0424
 NO0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0424!SPC NE       -   0.99985846  x   0.99971510  =   0.99957360
 NO0424!UTM  14      -   0.99985846  x   0.99979911  =   0.99965760
 NO0424
 NO0424:                Primary Azimuth Mark                     Grid Az
 NO0424:SPC NE       -  CHERRY SOUTH BASE AZ MK 2                014 09 08.5
 NO0424:UTM  14      -  CHERRY SOUTH BASE AZ MK 2                014 49 38.6
 NO0424
 NO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7279263713(NAD 83)
 NO0424
 NO0424|---------------------------------------------------------------------|
 NO0424| PID    Reference Object                     Distance      Geod. Az  |
 NO0424|                                                           dddmmss.s |
 NO0424| CO2860 CHERRY SOUTH BASE AZ MK 2                          0134743.2 |
 NO0424| NO0425 CHERRY SOUTH BASE                    26.622 METERS 10245     |
 NO0424| CO2861 CHERRY SOUTH BASE RM 2                3.146 METERS 26551     |
 NO0424| CO2859 CHERRY SOUTH BASE AZ MK                            2824503.2 |
 NO0424| CO2862 CHERRY SOUTH BASE RM 3               14.118 METERS 35348     |
 NO0424|---------------------------------------------------------------------|
 NO0424
 NO0424                          SUPERSEDED SURVEY CONTROL
 NO0424
 NO0424  NAD 83(1986)-  42 06 54.76194(N)    100 32 19.50891(W) AD(       ) 2
 NO0424  NAD 27      -  42 06 54.76000(N)    100 32 18.01800(W) AD(       ) 2
 NO0424
 NO0424.Superseded values are not recommended for survey control.
 NO0424
 NO0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0424.See file dsdata.pdf to determine how the superseded data were derived.
 NO0424
 NO0424_MARKER: DS = TRIANGULATION STATION DISK
 NO0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0424_STAMPING: CHERRY S BASE 2 1956
 NO0424_MARK LOGO: CGS
 NO0424_PROJECTION: FLUSH
 NO0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0424+STABILITY: SURFACE MOTION
 NO0424
 NO0424  HISTORY     - Date     Condition        Report By
 NO0424  HISTORY     - 1956     MONUMENTED       CGS
 NO0424
 NO0424                          STATION DESCRIPTION
 NO0424
 NO0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NO0424'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF THEDFORD,
 NO0424'1 AND 1/2 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINE, 110
 NO0424'FEET WEST OF THE CENTER OF NEW U.S. HIGHWAY 83, 10 FEET EAST
 NO0424'OF A FENCE, AND 4 FEET EAST OF A RIGHT-OF-WAY CONCRETE MARKER
 NO0424'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NO0424'DISK IS STAMPED CHERRY S BASE 2 1956.
 NO0424'
 NO0424'REFERENCE MARK NO. 2 IS 112 FEET WEST OF THE CENTER OF NEW
 NO0424'U.S. HIGHWAY 83, 6 FEET WEST OF A RIGHT-OF-WAY CONCRETE MARKER
 NO0424'POST, AND IN A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NO0424'IS STAMPED CHERRY S BASE NO 2 1949.
 NO0424'
 NO0424'REFERENCE MARK NO. 3 IS 111 FEET WEST OF THE CENTER OF U.S.
 NO0424'HIGHWAY 83 AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS 4 INCHES
 NO0424'AND THE DISK IS STAMPED CHERRY S BASE NO 3 1956.
 NO0424'
 NO0424'THE OLD AZIMUTH MARK REMAINS IN PLACE ON THE SOUTH END OF A SAND
 NO0424'RIDGE, 0.25 MILE WEST OF U.S. HIGHWAY 83, AND ABOUT 80 FEET EAST
 NO0424'OF A HIGHER SAND HILL.  THE SAND HAS BLOWN OUT AROUND THIS
 NO0424'MARK AND ABOUT 2 FEET OF THE CONCRETE POST SHOWS.  IT IS STAMPED
 NO0424'CHERRY S BASE 1949.
 NO0424'
 NO0424'THE NEW AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 77 FEET
 NO0424'EAST OF THE CENTER OF NEW U.S. HIGHWAY 83, 13 FEET SOUTH OF A
 NO0424'TELEPHONE POLE, AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 NO0424'4 INCHES AND THE DISK IS STAMPED CHERRY S BASE 1956.
 NO0424'
 NO0424'NOTE--AN ADDITIONAL AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION
 NO0424'DUE TO THE SANDY CONDITION OF THE SOIL IN THIS AREA.
 NO0424'
 NO0424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 NO0424'STATE HIGHWAY 2 WHICH IS 2.0 MILES EAST OF THEDFORD, GO NORTH
 NO0424'ON U.S. HIGHWAY 83 FOR 9.35 MILES TO THE STATION ON THE LEFT
 NO0424'AS DESCRIBED.
 NO0424'
 NO0424'TO REACH THE OLD AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 NO0424'THE PASTURE FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 NO0424'
 NO0424'TO REACH THE NEW AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NO0424'U.S. HIGHWAY 83 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 NO0424'DESCRIBED.
 NO0424'
 NO0424'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0869 ***********************************************************************
 LG0869  DESIGNATION -  CHESTER AZ MK 2
 LG0869  PID         -  LG0869
 LG0869  STATE/COUNTY-  NE/THAYER
 LG0869  COUNTRY     -  US
 LG0869  USGS QUAD   -  CHESTER (2017)
 LG0869
 LG0869                         *CURRENT SURVEY CONTROL
 LG0869  ______________________________________________________________________
 LG0869* NAD 83(1995) POSITION- 40 00 07.14648(N) 097 35 54.28653(W)   NO CHECK
 LG0869* NAVD 88 ORTHO HEIGHT -   489.    (meters)     1604.    (feet) SCALED
 LG0869  ______________________________________________________________________
 LG0869  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 LG0869  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 LG0869  HORZ ORDER      -  THIRD
 LG0869
 LG0869.The horizontal coordinates were established by classical geodetic methods
 LG0869.and adjusted by the National Geodetic Survey in August 1997.
 LG0869
 LG0869.No horizontal observational check was made to the station.
 LG0869
 LG0869.The orthometric height was scaled from a topographic map.
 LG0869
 LG0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0869.GEOID18 height accuracy estimate available here.
 LG0869
 LG0869.Click photographs - Photos may exist for this station.
 LG0869
 LG0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0869
 LG0869. The following values were computed from the NAD 83(1995) position.
 LG0869
 LG0869;                    North         East     Units Scale Factor Converg.
 LG0869;SPC NE       -    21,574.677   705,048.290   MT  0.99999910   +1 35 29.5
 LG0869;SPC NE       -    70,782.92  2,313,145.93   sFT  0.99999910   +1 35 29.5
 LG0869;UTM  14      - 4,428,918.286   619,637.685   MT  0.99977620   +0 54 03.8
 LG0869
 LG0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0869!SPC NE       -   0.99992743  x   0.99999910  =   0.99992653
 LG0869!UTM  14      -   0.99992743  x   0.99977620  =   0.99970365
 LG0869
 LG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1963728918(NAD 83)
 LG0869
 LG0869                          SUPERSEDED SURVEY CONTROL
 LG0869
 LG0869  NAD 83(1986)-  40 00 07.15160(N)    097 35 54.28648(W) AD(       ) 3
 LG0869  NAD 27      -  40 00 07.11882(N)    097 35 53.13599(W) AD(       ) 3
 LG0869
 LG0869.Superseded values are not recommended for survey control.
 LG0869
 LG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0869.See file dsdata.pdf to determine how the superseded data were derived.
 LG0869
 LG0869_MARKER: DR = REFERENCE MARK DISK
 LG0869_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0869+WITH SETTING: INFORMATION.
 LG0869_STAMPING: CHESTER 1947 AZ 2 1975
 LG0869_MARK LOGO: NGS
 LG0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0869
 LG0869  HISTORY     - Date     Condition        Report By
 LG0869  HISTORY     - 1975     MONUMENTED       NGS
 LG0869  HISTORY     - 1975     GOOD             NGS
 LG0869
 LG0869                          STATION DESCRIPTION
 LG0869
 LG0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0869'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHESTER
 LG0869'1947 AZ 2 1975, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LG0869'WITH A PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6-INCH TILE AND
 LG0869'FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER
 LG0869'OF THE GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST IN AN
 LG0869'OLD FENCELINE AND NEAR THE WEST END OF THE OLD FENCELINE.
 LG0869'
 LG0869'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE GRAVELED
 LG0869'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0866 ***********************************************************************
 LG0866  DESIGNATION -  CHESTER MUNICIPAL TANK
 LG0866  PID         -  LG0866
 LG0866  STATE/COUNTY-  NE/THAYER
 LG0866  COUNTRY     -  US
 LG0866  USGS QUAD   -  CHESTER (2017)
 LG0866
 LG0866                         *CURRENT SURVEY CONTROL
 LG0866  ______________________________________________________________________
 LG0866* NAD 83(1995) POSITION- 40 00 39.70904(N) 097 37 09.41315(W)   ADJUSTED
 LG0866  ______________________________________________________________________
 LG0866  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 LG0866  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 LG0866  HORZ ORDER      -  THIRD
 LG0866
 LG0866.The horizontal coordinates were established by classical geodetic methods
 LG0866.and adjusted by the National Geodetic Survey in August 1997.
 LG0866
 LG0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0866.GEOID18 height accuracy estimate available here.
 LG0866
 LG0866.Click photographs - Photos may exist for this station.
 LG0866
 LG0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0866
 LG0866. The following values were computed from the NAD 83(1995) position.
 LG0866
 LG0866;                    North         East     Units Scale Factor Converg.
 LG0866;SPC NE       -    22,529.343   703,239.331   MT  0.99999503   +1 34 39.7
 LG0866;SPC NE       -    73,915.02  2,307,211.04   sFT  0.99999503   +1 34 39.7
 LG0866;UTM  14      - 4,429,894.454   617,840.758   MT  0.99977095   +0 53 16.1
 LG0866
 LG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1784029894(NAD 83)
 LG0866
 LG0866                          SUPERSEDED SURVEY CONTROL
 LG0866
 LG0866  NAD 83(1986)-  40 00 39.71408(N)    097 37 09.41267(W) AD(       ) 3
 LG0866  NAD 27      -  40 00 39.68300(N)    097 37 08.26300(W) AD(       ) 3
 LG0866
 LG0866.Superseded values are not recommended for survey control.
 LG0866
 LG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0866.See file dsdata.pdf to determine how the superseded data were derived.
 LG0866
 LG0866_MARKER: 53 = ELEVATED TANK
 LG0866
 LG0866  HISTORY     - Date     Condition        Report By
 LG0866  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0866  HISTORY     - 1947     GOOD             CGS
 LG0866  HISTORY     - 1950     GOOD             CGS
 LG0866  HISTORY     - 20050713 GOOD             USPSQD
 LG0866
 LG0866                          STATION DESCRIPTION
 LG0866
 LG0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0866'OBJECT OBSERVED UPON WAS THE FINIAL OF A LARGE TANK LOCATED IN
 LG0866'THE TOWN OF CHESTER, APPARENTLY THE MUNICIPAL WATER SUPPLY TANK.
 LG0866'STATION WAS OFF SCHEME AND NOT VISITED.
 LG0866'
 LG0866'OBSERVED UPON FROM STATIONS MERIDIAN AND HOFF.
 LG0866
 LG0866                          STATION RECOVERY (1947)
 LG0866
 LG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0866'THE STATION IS LOCATED IN THE EAST SIDE OF THE TOWN, 160 FEET
 LG0866'WEST OF U.S. HIGHWAY 81 AND 60 FEET SOUTH OF A EAST-WEST STREET.
 LG0866'THE TANK PROPER IS SUPPORTED BY A 4 LEGGED TRUSWORK STRUCTURE.
 LG0866'IT IS APPROXIMATELY 100 FEET IN HEIGHT.  THE POINT OBSERVED
 LG0866'UPON WAS THE CENTER OF THE TANK.
 LG0866'
 LG0866'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0866
 LG0866                          STATION RECOVERY (1950)
 LG0866
 LG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0866'THE STATION IS LOCATED NEAR THE CENTER AND JUST WEST OF THE CITY
 LG0866'HALL OF THE TOWN OF CHESTER.  IT IS ABOUT 100 FEET WEST FROM
 LG0866'THE CENTER OF U.S. HIGHWAY 81 AND 40 FEET SOUTH FROM THE CENTER
 LG0866'OF AN EAST-WEST STREET.
 LG0866'
 LG0866'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 LG0866'AND HAS AN OVERALL HEIGHT OF 110 FEET.
 LG0866'
 LG0866'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 LG0866'
 LG0866'PROBABLY SAME AS STATION LOCATED IN 1935.
 LG0866
 LG0866                          STATION RECOVERY (2005)
 LG0866
 LG0866'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0866'STATION FOUND GOOD. U.S. HIGHWAY 81 REFERENCED IN THE 1950 DESCRIPTION
 LG0866'HAS BEEN MOVED AND THE STREET EAST OF THE TANK IS THAYER AVENUE. THE
 LG0866'EAST-WEST REFERENCED STREET IS HOWARD STREET. TANK IS CONICAL SHAPED,
 LG0866'ALL SILVER WITH BLACK LETTERS CHESTER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0868 ***********************************************************************
 LG0868  DESIGNATION -  CHESTER RESET
 LG0868  PID         -  LG0868
 LG0868  STATE/COUNTY-  NE/THAYER
 LG0868  COUNTRY     -  US
 LG0868  USGS QUAD   -  CHESTER (2017)
 LG0868
 LG0868                         *CURRENT SURVEY CONTROL
 LG0868  ______________________________________________________________________
 LG0868* NAD 83(1995) POSITION- 40 00 07.81471(N) 097 36 23.09141(W)   ADJUSTED
 LG0868* NAVD 88 ORTHO HEIGHT -   498.    (meters)     1634.    (feet) SCALED
 LG0868  ______________________________________________________________________
 LG0868  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 LG0868  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 LG0868  HORZ ORDER      -  FIRST
 LG0868
 LG0868.The horizontal coordinates were established by classical geodetic methods
 LG0868.and adjusted by the National Geodetic Survey in August 1997.
 LG0868
 LG0868.The orthometric height was scaled from a topographic map.
 LG0868
 LG0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0868.GEOID18 height accuracy estimate available here.
 LG0868
 LG0868.Click photographs - Photos may exist for this station.
 LG0868
 LG0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0868
 LG0868. The following values were computed from the NAD 83(1995) position.
 LG0868
 LG0868;                    North         East     Units Scale Factor Converg.
 LG0868;SPC NE       -    21,576.335   704,364.736   MT  0.99999902   +1 35 10.4
 LG0868;SPC NE       -    70,788.36  2,310,903.30   sFT  0.99999902   +1 35 10.4
 LG0868;UTM  14      - 4,428,928.178   618,954.353   MT  0.99977420   +0 53 45.3
 LG0868
 LG0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0868!SPC NE       -   0.99992602  x   0.99999902  =   0.99992504
 LG0868!UTM  14      -   0.99992602  x   0.99977420  =   0.99970023
 LG0868
 LG0868:                Primary Azimuth Mark                     Grid Az
 LG0868:SPC NE       -  CHESTER AZ MK 2                          090 08 20.5
 LG0868:UTM  14      -  CHESTER AZ MK 2                          090 49 45.6
 LG0868
 LG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1895428928(NAD 83)
 LG0868
 LG0868|---------------------------------------------------------------------|
 LG0868| PID    Reference Object                     Distance      Geod. Az  |
 LG0868|                                                           dddmmss.s |
 LG0868| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX.18.8 KM 0064104.7 |
 LG0868| LG0835 HUBBEL MUNICIPAL TANK               APPROX. 9.1 KM 0823323.5 |
 LG0868| LG0869 CHESTER AZ MK 2                     APPROX. 0.7 KM 0914330.9 |
 LG0868| KF0835 NARKA MUNICIPAL STANDPIPE           APPROX.16.0 KM 1070245.7 |
 LG0868| CN8105 CHESTER RM 1                         38.804 METERS 12105     |
 LG0868| KF0918 MUNDEN MUNICIPAL TANK               APPROX.11.3 KM 1492807.8 |
 LG0868| CN8106 CHESTER RM 2                         23.211 METERS 20948     |
 LG0868| LG0881 BYRON MUNICIPAL TANK                APPROX.13.9 KM 2705141.7 |
 LG0868| CN8104 CHESTER AZ MK                                      2875708.9 |
 LG0868| LG0866 CHESTER MUNICIPAL TANK              APPROX. 1.5 KM 3115040.1 |
 LG0868| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX. 1.7 KM 3133531.6 |
 LG0868|---------------------------------------------------------------------|
 LG0868
 LG0868                          SUPERSEDED SURVEY CONTROL
 LG0868
 LG0868  NAD 83(1986)-  40 00 07.81982(N)    097 36 23.09136(W) AD(       ) 1
 LG0868  NAD 27      -  40 00 07.78700(N)    097 36 21.94000(W) AD(       ) 1
 LG0868
 LG0868.Superseded values are not recommended for survey control.
 LG0868
 LG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0868.See file dsdata.pdf to determine how the superseded data were derived.
 LG0868
 LG0868_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0868_STAMPING: CHESTER 1947 1975
 LG0868_MARK LOGO: NGS
 LG0868_PROJECTION: PROJECTING 3 CENTIMETERS
 LG0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0868+STABILITY: SURFACE MOTION
 LG0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0868+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2018
 LG0868
 LG0868  HISTORY     - Date     Condition        Report By
 LG0868  HISTORY     - 1947     MONUMENTED       CGS
 LG0868  HISTORY     - 1950     GOOD             CGS
 LG0868  HISTORY     - 1963     GOOD             CGS
 LG0868  HISTORY     - 1975     POOR             NGS
 LG0868  HISTORY     - 20180318 GOOD             NEGS
 LG0868
 LG0868                          STATION DESCRIPTION
 LG0868
 LG0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0868'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHEAST OF CHESTER, 34
 LG0868'FEET NORTH OF THE CENTER OF NEBRASKA-KANSAS STATE LINE ROAD,
 LG0868'2.5 FEET EAST OF A WITNESS POST, AND 0.5 FOOT SOUTH OF A FENCE
 LG0868'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED CHESTER 1947.
 LG0868'
 LG0868'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF AN
 LG0868'EAST-WEST ROAD AND 1.0 FOOT WEST OF A TELEPHONE POLE.  IT PROJECTS
 LG0868'4 INCHES AND IS STAMPED CHESTER NO 1 1947.
 LG0868'
 LG0868'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF AN
 LG0868'EAST-WEST ROAD AND IS AT THE NORTH EDGE OF A CULTIVATED FIELD.
 LG0868'IT PROJECTS 5 INCHES AND IS STAMPED CHESTER NO 2 1947.
 LG0868'
 LG0868'AZIMUTH MARK IS 0.2 MILE SOUTH OF CHESTER, 71.5 FEET EAST OF
 LG0868'THE CENTER OF U.S. HIGHWAY NO. 81, 34 FEET SOUTH OF THE SOUTHWEST
 LG0868'CORNER OF THE PORT OF ENTRY BUILDING, AND 1.6 FEET SOUTH OF A
 LG0868'TELEPHONE POLE.  IT PROJECTS 2 INCHES AND IS STAMPED CHESTER 1947.
 LG0868'
 LG0868'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO SOUTH
 LG0868'ON U.S. HIGHWAY NO. 81 FOR 0.5 MILE TO NEBRASKA-KANSAS STATE
 LG0868'LINE ROAD, TURN LEFT, EAST, AND GO 0.6 MILE TO THE STATION
 LG0868'ON THE LEFT AS DESCRIBED.
 LG0868'
 LG0868'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CHESTER, GO
 LG0868'SOUTH ON U.S. HIGHWAY NO. 81 FOR 0.2 MILE TO THE PORT OF
 LG0868'ENTRY ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 LG0868'
 LG0868'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT KUHLMAN IS VISIBLE AT 27 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 50 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT WIEDEL IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 4 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT MERIDIAN 1935 IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0868
 LG0868                          STATION RECOVERY (1950)
 LG0868
 LG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0868'THE STATION, REFERENCE MARK NUMBER ONE, REFERENCE MARK NUMBER
 LG0868'TWO AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN EXCELLENT
 LG0868'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 LG0868'
 LG0868'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF CHESTER, 35
 LG0868'FEET NORTH FROM THE CENTER OF THE NEBRASKA-KANSAS STATE LINE
 LG0868'ROAD, 2-1/2 FEET EAST OF A WITNESS POST AND IS SET JUST SOUTH OF
 LG0868'THE FENCE LINE.  IT IS STAMPED CHESTER 1947 AND PROJECTS 1
 LG0868'INCH ABOVE THE SURFACE OF THE GROUND.
 LG0868'
 LG0868'REFERENCE MARK NO. 1 IS 30 FEET SOUTH FROM THE CENTER OF THE
 LG0868'ROAD AND 1-1/2 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 LG0868'CHESTER NO 1 1947 AND PROJECTS 3 INCHES.
 LG0868'
 LG0868'REFERENCE MARK NO. 2 IS 30 FEET SOUTH FROM THE CENTER OF THE ROAD.
 LG0868'IT IS STAMPED CHESTER NO 2 1947 AND PROJECTS 2 INCHES.
 LG0868'
 LG0868'THE DISTANCE BETWEEN REFERENCE MARKS NUMBER 1 AND 2 IS 146.8
 LG0868'FEET.
 LG0868'
 LG0868'THE AZIMUTH MARK IS LOCATED 71 FEET EAST FROM THE CENTER OF
 LG0868'U.S. HIGHWAY 81.  34 FEET SOUTH OF THE PORT OF ENTRY BUILDING
 LG0868'AND 1-1/2 FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 LG0868'CHESTER 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0868'
 LG0868'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO SOUTH ON
 LG0868'U.S. HIGHWAY 81 FOR 0.3 MILE TO THE PORT OF ENTRY OFFICE AND THE
 LG0868'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR
 LG0868'0.2 MILE TO THE STATE LINE ROAD, TURN LEFT AND GO EAST FOR 0.6
 LG0868'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0868
 LG0868                          STATION RECOVERY (1963)
 LG0868
 LG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0868'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0868'FOUND IN GOOD CONDITION, EXCEPT THAT THE DIRT HAS BEEN GRADED
 LG0868'AWAY FROM AROUND THE TOP OF THE STATION MARK AND IT PROJECTS
 LG0868'12 INCHES.  THE STATION MARK IS 1 FOOT EAST OF A NEW STEEL
 LG0868'WITNESS POST SIGN.  REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE
 LG0868'EAST GATE POST IN THE SOUTH RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH
 LG0868'OF A FENCE.  REFERENCE MARK NO. 2 IS 72 FEET WEST OF THE WEST
 LG0868'GATE POST AND 1 FOOT SOUTH OF A FENCE.  THE STATION IS LOCATED
 LG0868'0.4 MILE EAST OF A POINT WHERE NEW U.S. HIGHWAY 81 CROSSES
 LG0868'THE STATE LINE.
 LG0868
 LG0868                          STATION RECOVERY (1975)
 LG0868
 LG0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0868'THE SURFACE STATION MARK WAS FOUND EXPOSED AND TILTED OUT OF
 LG0868'POSITION, THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION
 LG0868'BUT WAS LOOSE IN THE GROUND DUE TO THE EXTREME DRY SOIL THIS
 LG0868'DATE.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE
 LG0868'AZIMUTH MARK WAS NOT FOUND AND IT IS BELIEVED THE MARK WAS DESTROYED
 LG0868'WHEN THE PORT OF ENTRY BUILDING WAS REMOVED AND THE AREA BLADED
 LG0868'DOWN.  NEW STATION MARKS WERE SET USING THE UNDERGROUND STATION
 LG0868'POINT, A NEW AZIMUTH MARK WAS ALSO SET THIS DATE.  THE DISTANCES
 LG0868'TO THE REFERENCE MARKS CHECKED THE PREVIOUS DISTANCES AND A SMALL
 LG0868'DIFFERENCE IN THE DIRECTION TO THE REFERENCE MARKS WAS
 LG0868'OBSERVED THIS DATE.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 LG0868'
 LG0868'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHEAST OF CHESTER AND ON
 LG0868'THE NORTH SIDE OF THE NEBRASKA-KANSAS STATE LINE ROAD.
 LG0868'
 LG0868'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO SOUTH ON THE
 LG0868'MAIN STREET FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EAST ON A
 LG0868'GRAVELED ROAD FOR 0.3 MILE TO US HIGHWAY 81, CROSS THE HIGHWAY AND
 LG0868'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON
 LG0868'THE LEFT AND A FIELD APPROACH AND IRREGATION WELL ON THE RIGHT ABOUT
 LG0868'75 FEET EAST.
 LG0868'
 LG0868'THE STATION MARKS ARE STANDARD DISKS STAMPED CHESTER 1947 1975.  THE
 LG0868'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LG0868'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE IN A ROAD DITCH ON A
 LG0868'MOUND OF DIRT ABOUT 1 FOOT LOWER THAN THE ROAD BED.  IT IS 32 FEET
 LG0868'NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET EAST OF A
 LG0868'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LG0868'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 LG0868'
 LG0868'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHESTER NO 1 1947, SET
 LG0868'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 LG0868'INCHES ON ITS SOUTH SIDE.  IT IS 33 FEET SOUTH OF THE CENTER OF THE
 LG0868'GRAVELED ROAD, 14 FEET EAST OF A POWER POLE WITH TRANSFORMER, 1.5
 LG0868'FEET WEST OF A METAL WITNESS POST AND NORTHEAST OF THE IRREGATION
 LG0868'WELL.
 LG0868'
 LG0868'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHESTER NO 2 1947, SET
 LG0868'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 LG0868'INCHES ON ITS NORTH SIDE.  IT IS 33 FEET SOUTH OF THE CENTER OF
 LG0868'THE GRAVELED ROAD 1.5 FEET WEST OF A METAL WITNESS POST AND ON THE
 LG0868'NORTH EDGE OF A FIELD.
 LG0868'
 LG0868'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHESTER
 LG0868'1947 AZ 2 1975, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LG0868'WITH A PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6-INCH TILE AND
 LG0868'FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER
 LG0868'OF THE GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST IN AN
 LG0868'OLD FENCELINE AND NEAR THE WEST END OF THE OLD FENCELINE.
 LG0868'
 LG0868'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE
 LG0868'GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG0868'
 LG0868'NOTE--THE FARMER THAT FARMS THE LAND AT THIS STATION WAS CONTACTED.
 LG0868'
 LG0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 LG0868'SOUTHEAST OF CHESTER.
 LG0868
 LG0868                          STATION RECOVERY (2018)
 LG0868
 LG0868'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (RS)
 LG0868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND HIGHWAY 8 AT THE
 LG0868'NORTHEAST QUADRANT OF CHESTER NEBRASKA, PROCEED SOUTH ON U.S. HIGHWAY
 LG0868'81 FOR 1.04 MI (1.67 KM) TO THE INTERSECTION OF COUNTY ROAD A.  TURN
 LG0868'LEFT AND GO EAST ON CO ROAD A FOR 0.29 MI (0.47 KM) TO THE STATION ON
 LG0868'THE LEFT.
 LG0868'
 LG0868'IT IS 35 FT (10.7 M) NORTH OF COUNTY ROAD A AND 1.5 FT (0.5 M) EAST OF
 LG0868'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0867 ***********************************************************************
 LG0867  DESIGNATION -  CHESTER ST JOHNS LUTH CH SPIRE
 LG0867  PID         -  LG0867
 LG0867  STATE/COUNTY-  NE/THAYER
 LG0867  COUNTRY     -  US
 LG0867  USGS QUAD   -  CHESTER (2017)
 LG0867
 LG0867                         *CURRENT SURVEY CONTROL
 LG0867  ______________________________________________________________________
 LG0867* NAD 83(1995) POSITION- 40 00 44.69934(N) 097 37 13.48136(W)   ADJUSTED
 LG0867  ______________________________________________________________________
 LG0867  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 LG0867  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 LG0867  HORZ ORDER      -  THIRD
 LG0867
 LG0867.The horizontal coordinates were established by classical geodetic methods
 LG0867.and adjusted by the National Geodetic Survey in August 1997.
 LG0867
 LG0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0867.GEOID18 height accuracy estimate available here.
 LG0867
 LG0867.Click photographs - Photos may exist for this station.
 LG0867
 LG0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0867
 LG0867. The following values were computed from the NAD 83(1995) position.
 LG0867
 LG0867;                    North         East     Units Scale Factor Converg.
 LG0867;SPC NE       -    22,680.543   703,138.647   MT  0.99999441   +1 34 37.0
 LG0867;SPC NE       -    74,411.08  2,306,880.71   sFT  0.99999441   +1 34 37.0
 LG0867;UTM  14      - 4,430,046.822   617,741.925   MT  0.99977066   +0 53 13.6
 LG0867
 LG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1774130046(NAD 83)
 LG0867
 LG0867                          SUPERSEDED SURVEY CONTROL
 LG0867
 LG0867  NAD 83(1986)-  40 00 44.70437(N)    097 37 13.48085(W) AD(       ) 3
 LG0867  NAD 27      -  40 00 44.67300(N)    097 37 12.32800(W) AD(       ) 3
 LG0867
 LG0867.Superseded values are not recommended for survey control.
 LG0867
 LG0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0867.See file dsdata.pdf to determine how the superseded data were derived.
 LG0867
 LG0867_MARKER: 91 = CHURCH CROSS
 LG0867
 LG0867  HISTORY     - Date     Condition        Report By
 LG0867  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0867  HISTORY     - 20050713 GOOD             USPSQD
 LG0867
 LG0867                          STATION DESCRIPTION
 LG0867
 LG0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0867'THE STATION IS LOCATED IN THE NORTH-WEST SECTION OF THE TOWN, 75
 LG0867'FEET WEST OF A NORTH-SOUTH STREET AND 75 FEET NORTH OF A EAST-WEST
 LG0867'STREET.  IT IS A RED BRICK BUILDING WITH THE SPIRE ON THE
 LG0867'SOUTH-EAST CORNER OF THE BUILDING.  IT IS ABOUT 75 FEET
 LG0867'HIGH WITH A CROSS AT THE TOP OF THE SPIRE.  THE POINT OBSERVED
 LG0867'UPON WAS THE CENTER OF THE CROSS.
 LG0867
 LG0867                          STATION RECOVERY (2005)
 LG0867
 LG0867'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0867'STATION FOUND GOOD. THE NORTH-SOUTH STREET REFERENCED IN THE 1947
 LG0867'DESCRIPTION IS CHURCH STREET, THE EAST-WEST STREET IS HEBRON STREET.
 LG0867'CHURCH IS IN THE NORTHWEST CORNER OF THE INTERSECTION, WEST OF CHURCH
 LG0867'STREET AND NORTH OF HEBRON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0689 ***********************************************************************
 NP0689  DESIGNATION -  CHEYENNE HURON AWY BCN 17
 NP0689  PID         -  NP0689
 NP0689  STATE/COUNTY-  NE/DAWES
 NP0689  COUNTRY     -  US
 NP0689  USGS QUAD   -  CHADRON WEST (2017)
 NP0689
 NP0689                         *CURRENT SURVEY CONTROL
 NP0689  ______________________________________________________________________
 NP0689* NAD 83(1996) POSITION- 42 49 43.57886(N) 103 05 34.94601(W)   ADJUSTED
 NP0689  ______________________________________________________________________
 NP0689  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 NP0689  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 NP0689  HORZ ORDER      -  THIRD
 NP0689
 NP0689.This mark is at Chadron Municipal Airport (CDR)
 NP0689
 NP0689.The horizontal coordinates were established by classical geodetic methods
 NP0689.and adjusted by the National Geodetic Survey in January 1998.
 NP0689
 NP0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0689.GEOID18 height accuracy estimate available here.
 NP0689
 NP0689.Click photographs - Photos may exist for this station.
 NP0689
 NP0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0689
 NP0689. The following values were computed from the NAD 83(1996) position.
 NP0689
 NP0689;                    North         East     Units Scale Factor Converg.
 NP0689;SPC NE       -   337,123.117   247,163.939   MT  0.99992597   -2 02 59.1
 NP0689;SPC NE       - 1,106,044.76    810,903.69   sFT  0.99992597   -2 02 59.1
 NP0689;UTM  13      - 4,743,564.141   655,866.260   MT  0.99989889   +1 17 47.9
 NP0689
 NP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5586643564(NAD 83)
 NP0689
 NP0689                          SUPERSEDED SURVEY CONTROL
 NP0689
 NP0689  NAD 83(1995)-  42 49 43.57873(N)    103 05 34.94593(W) AD(       ) 3
 NP0689  NAD 83(1993)-  42 49 43.57770(N)    103 05 34.94640(W) AD(       ) 3
 NP0689  NAD 83(1986)-  42 49 43.56305(N)    103 05 34.93246(W) AD(       ) 3
 NP0689  NAD 27      -  42 49 43.64700(N)    103 05 33.26000(W) AD(       ) 3
 NP0689
 NP0689.Superseded values are not recommended for survey control.
 NP0689
 NP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0689.See file dsdata.pdf to determine how the superseded data were derived.
 NP0689
 NP0689_MARKER: 22 = AIRWAY BEACON
 NP0689
 NP0689  HISTORY     - Date     Condition        Report By
 NP0689  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0689  HISTORY     - 1969     GOOD             CGS
 NP0689  HISTORY     - 1980     GOOD             NGS
 NP0689  HISTORY     - 19890615 GOOD             NGS
 NP0689
 NP0689                          STATION DESCRIPTION
 NP0689
 NP0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0689'THIS INTERSECTION STATION IS 4.8 MILES W OF CHADRON AT THE
 NP0689'MUNICIPAL AIRPORT AND 40 PACES N OF U.S. HIGHWAY 20.  IT IS
 NP0689'A STANDARD LANDING FIELD BEACON, IS ABOUT 35 FEET HIGH AND IS
 NP0689'PAINTED RED AND WHITE.
 NP0689'
 NP0689'THE POINT LOCATED WAS THE CENTER OF THE REVOLVING WHITE LIGHT.
 NP0689
 NP0689                          STATION RECOVERY (1969)
 NP0689
 NP0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 NP0689'THE BEACON WAS RECOVERED AS DESCRIBED IN C AND GS SUPPLIMENT
 NP0689'DATED MARCH 1964.
 NP0689'
 NP0689'LOCATED ON THE CHADRON MUNICIPAL AIRPORT, A STANDARD REVOLVING
 NP0689'BEACON.  POINT OF OBSERVATION WAS THE SPINDLE OF THE REVOLVING
 NP0689'BEACON.
 NP0689'
 NP0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES WEST
 NP0689
 NP0689                          STATION RECOVERY (1980)
 NP0689
 NP0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 NP0689'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0689'
 NP0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES W OF
 NP0689'CHADRON.
 NP0689
 NP0689                          STATION RECOVERY (1989)
 NP0689
 NP0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0689'THE AIRPORT BEACON IS LOCATED AT THE CHADRON MUNI AIRPORT, WEST OF
 NP0689'CHADRON, NEB, ABOUT 850 FT (259.1 M) EAST OF THE TERMINAL BLDG., 120
 NP0689'FT (36.6 M) NORTH OF THE CENTERLINE OF THE ROAD LEADING TO THE
 NP0689'AIRPORT.  A STANDARD GREEN AND WHITE ROTATING BEACON, ATOP A RED AND
 NP0689'WHITE STEEL TOWER.  NOTE, THIS BEACON IS SAME AS TRIANGULATION
 NP0689'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0938 ***********************************************************************
 LG0938  DESIGNATION -  CHICAGO
 LG0938  PID         -  LG0938
 LG0938  STATE/COUNTY-  NE/FILLMORE
 LG0938  COUNTRY     -  US
 LG0938  USGS QUAD   -  GRAFTON (2017)
 LG0938
 LG0938                         *CURRENT SURVEY CONTROL
 LG0938  ______________________________________________________________________
 LG0938* NAD 83(1995) POSITION- 40 37 56.52161(N) 097 39 50.12671(W)   ADJUSTED
 LG0938* NAVD 88 ORTHO HEIGHT -   514.    (meters)     1686.    (feet) SCALED
 LG0938  ______________________________________________________________________
 LG0938  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 LG0938  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 LG0938  HORZ ORDER      -  SECOND
 LG0938
 LG0938.The horizontal coordinates were established by classical geodetic methods
 LG0938.and adjusted by the National Geodetic Survey in August 1997.
 LG0938
 LG0938.The orthometric height was scaled from a topographic map.
 LG0938
 LG0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0938.GEOID18 height accuracy estimate available here.
 LG0938
 LG0938.Click photographs - Photos may exist for this station.
 LG0938
 LG0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0938
 LG0938. The following values were computed from the NAD 83(1995) position.
 LG0938
 LG0938;                    North         East     Units Scale Factor Converg.
 LG0938;SPC NE       -    91,385.320   697,565.447   MT  0.99977382   +1 32 53.2
 LG0938;SPC NE       -   299,820.00  2,288,595.97   sFT  0.99977382   +1 32 53.2
 LG0938;UTM  14      - 4,498,805.607   612,989.626   MT  0.99975714   +0 52 12.5
 LG0938
 LG0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0938!SPC NE       -   0.99992349  x   0.99977382  =   0.99969733
 LG0938!UTM  14      -   0.99992349  x   0.99975714  =   0.99968065
 LG0938
 LG0938:                Primary Azimuth Mark                     Grid Az
 LG0938:SPC NE       -  CHICAGO AZ MK                            083 53 27.4
 LG0938:UTM  14      -  CHICAGO AZ MK                            084 34 08.1
 LG0938
 LG0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1298998805(NAD 83)
 LG0938
 LG0938|---------------------------------------------------------------------|
 LG0938| PID    Reference Object                     Distance      Geod. Az  |
 LG0938|                                                           dddmmss.s |
 LG0938| CN8108 CHICAGO RM 1                          9.638 METERS 06234     |
 LG0938| CN7920 F 15 RESET                                         0842649.6 |
 LG0938| CN8107 CHICAGO AZ MK                                      0852620.6 |
 LG0938| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.6 KM 0853732.9 |
 LG0938| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.13.2 KM 1570233.7 |
 LG0938| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.12.8 KM 1573054.7 |
 LG0938| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.11.5 KM 1574828.4 |
 LG0938| CN8109 CHICAGO RM 2                          9.559 METERS 28716     |
 LG0938| LG0941 CHICAGO 2                             9.498 METERS 35432     |
 LG0938|---------------------------------------------------------------------|
 LG0938
 LG0938                          SUPERSEDED SURVEY CONTROL
 LG0938
 LG0938  NAD 83(1986)-  40 37 56.52880(N)    097 39 50.12825(W) AD(       ) 2
 LG0938  NAD 27      -  40 37 56.50700(N)    097 39 48.94500(W) AD(       ) 2
 LG0938
 LG0938.Superseded values are not recommended for survey control.
 LG0938
 LG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0938.See file dsdata.pdf to determine how the superseded data were derived.
 LG0938
 LG0938_MARKER: DS = TRIANGULATION STATION DISK
 LG0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0938_STAMPING: CHICAGO 19150
 LG0938_MARK LOGO: CGS
 LG0938_PROJECTION: FLUSH
 LG0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0938+STABILITY: SURFACE MOTION
 LG0938
 LG0938  HISTORY     - Date     Condition        Report By
 LG0938  HISTORY     - 1950     MONUMENTED       CGS
 LG0938  HISTORY     - 1963     GOOD             CGS
 LG0938  HISTORY     - 1970     GOOD             NGS
 LG0938
 LG0938                          STATION DESCRIPTION
 LG0938
 LG0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0938'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST OF FAIRMONT AND
 LG0938'2-3/4 MILES EAST OF GRAFTON, ON THE RIGHT-OF-WAY BETWEEN U.S.
 LG0938'HIGHWAY 6 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS.
 LG0938'IT IS 88 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 51
 LG0938'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 52 FEET WEST
 LG0938'NORTHWEST OF A THREE FORKED LONE TREE, 14 FEET NORTH OF A CUT
 LG0938'BANK, 12 FEET SOUTH OF A TELEPHONE POLE AND 8 FEET SOUTH OF A
 LG0938'WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND
 LG0938'THE DISK IS STAMPED CHICAGO 1950.
 LG0938'
 LG0938'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE SOUTH RAIL OF THE
 LG0938'RAILROAD TRACK, 63 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG0938'32 FEET NORTHWEST OF A THREE FORKED LONE TREE AND 31 FEET EAST OF
 LG0938'A TELEPHONE POLE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LG0938'DISK IS STAMPED CHICAGO NO 1 1950.
 LG0938'
 LG0938'REFERENCE MARK NO. 2 IS 77 FEET SOUTH OF THE SOUTH RAIL OF
 LG0938'THE RAILROAD TRACK, 62 FEET NORTH OF THE CENTERLINE OF THE
 LG0938'HIGHWAY, AND 27 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LG0938'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHICAGO
 LG0938'NO 2 1950.
 LG0938'
 LG0938'AZIMUTH MARK IS 90 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 LG0938'TRACK, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 LG0938'SOUTHWEST OF THE TELEPHONE POLE AND 2.2 FEET WEST OF A WHITE
 LG0938'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 LG0938'IS STAMPED CHICAGO 1950.
 LG0938'
 LG0938'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAYS
 LG0938'6 AND 81 AT THE WEST EDGE OF FAIRMONT, GO WEST OF U.S. HIGHWAY
 LG0938'6 FOR 2.8 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LG0938'CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.8 MILE TO STATION ON
 LG0938'RIGHT AS DESCRIBED.
 LG0938'
 LG0938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0938
 LG0938                          STATION RECOVERY (1963)
 LG0938
 LG0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0938'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0938'FOUND IN GOOD CONDITION.  STATION IS 52 FEET WEST-NORTHWEST
 LG0938'OF A THREE FORKED LONE TREE, AND 0.55 MILE WEST OF A CROSSROAD,
 LG0938'AND 1 FOOT NORTH OF A NEW STEEL POST WITH A SIGN.
 LG0938'
 LG0938'AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE 9TH POLE TELEPHONE
 LG0938'EAST OF CROSSROADS OR THE 4TH TELEPHONE POLE WEST OF RAILROAD
 LG0938'SIGNAL 61162, 0.75 MILE EAST OF THE STATION MARK, 0.2 MILE
 LG0938'EAST OF CROSSROADS.
 LG0938
 LG0938                          STATION RECOVERY (1970)
 LG0938
 LG0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0938'THE STATION MARK, REFERENCE NO. 1, REFERENCE MARK NO. 2,
 LG0938'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL
 LG0938'MARKS WERE FOUND IN GOOD CONDITION.  ALL MARKS WERE IN THE
 LG0938'WAY OF ROAD CONSTRUCTION AND ALL MARKS WERE DESTROYED AT THE
 LG0938'REQUEST OF THE NEBRASKA STATE HIGHWAY DEPARTMENT.  THE DISTANCE
 LG0938'TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION FAILED TO
 LG0938'CHECK TO THE REFERENCE MARKS.  THE DIRECTION TO REFERENCE
 LG0938'MARK NO. 1 FAILED TO CHECK BY - 5 MINUTES 14 SECONDS AND THE
 LG0938'DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY PLUS
 LG0938'4 MINUTES 18 SECONDS.  THE DIRECTION BETWEEN THE AZIMUTH
 LG0938'MARK AND THE FAIRMONT, MUNICIPAL STANDPIPE 1950 CHECKED.
 LG0938'
 LG0938'CHICAGO 2 1970 WAS ESTABLISHED NORTH-NORTHEAST OF THE OLD
 LG0938'STATION.
 LG0938'
 LG0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-3/4 MILE
 LG0938'WEST OF FAIRMONT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1352 ***********************************************************************
 LG1352  DESIGNATION -  CHICAGO 2 RESET
 LG1352  PID         -  LG1352
 LG1352  STATE/COUNTY-  NE/FILLMORE
 LG1352  COUNTRY     -  US
 LG1352  USGS QUAD   -  GRAFTON (2017)
 LG1352
 LG1352                         *CURRENT SURVEY CONTROL
 LG1352  ______________________________________________________________________
 LG1352* NAD 83(1986) POSITION- 40 37 56.82   (N) 097 39 50.17   (W)   HD_HELD1
 LG1352* NAVD 88 ORTHO HEIGHT -   512.200 (meters)     1680.44  (feet) ADJUSTED
 LG1352  ______________________________________________________________________
 LG1352  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 LG1352  DYNAMIC HEIGHT  -        511.919 (meters)     1679.52  (feet) COMP
 LG1352  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 LG1352
 LG1352  VERT ORDER      -  FIRST     CLASS II
 LG1352
 LG1352.The horizontal coordinates were determined by differentially corrected
 LG1352.hand held GPS observations or other comparable positioning techniques
 LG1352.and have an estimated accuracy of +/- 3 meters.
 LG1352
 LG1352.The orthometric height was determined by differential leveling and
 LG1352.adjusted by the NATIONAL GEODETIC SURVEY
 LG1352.in May 1993.
 LG1352
 LG1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1352.GEOID18 height accuracy estimate available here.
 LG1352
 LG1352.Click photographs - Photos may exist for this station.
 LG1352
 LG1352.The dynamic height is computed by dividing the NAVD 88
 LG1352.geopotential number by the normal gravity value computed on the
 LG1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1352.degrees latitude (g = 980.6199 gals.).
 LG1352
 LG1352.The modeled gravity was interpolated from observed gravity values.
 LG1352
 LG1352;                    North         East    Units  Estimated Accuracy
 LG1352;SPC NE       -    91,394.5     697,564.2     MT  (+/- 3 meters HH1 GPS) 
 LG1352
 LG1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1298898814(NAD 83)
 LG1352
 LG1352                          SUPERSEDED SURVEY CONTROL
 LG1352
 LG1352.No superseded survey control is available for this station.
 LG1352
 LG1352_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1352_STAMPING: CHICAGO 2 1970 1991
 LG1352_MARK LOGO: NGS
 LG1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1352+STABILITY: SURFACE MOTION
 LG1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1352+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 LG1352
 LG1352  HISTORY     - Date     Condition        Report By
 LG1352  HISTORY     - 1991     MONUMENTED       NGS
 LG1352  HISTORY     - 19911021 GOOD             NGS
 LG1352
 LG1352                          STATION DESCRIPTION
 LG1352
 LG1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1352'6.0 M (19.7 FT) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1352'U.S. HIGHWAY 81 IN FAIRMONT, 24.5 M (80.4 FT) NORTH OF THE
 LG1352'CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT) SOUTH OF THE NEAR RAIL OF
 LG1352'THE BURLINGTON NORTHERN RAILROAD, 5.9 M (19.4 FT) NORTH-NORTHEAST OF
 LG1352'A UTILITY POLE, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND THE
 LG1352'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0553 ***********************************************************************
 MN0553  DESIGNATION -  CHIP
 MN0553  PID         -  MN0553
 MN0553  STATE/COUNTY-  NE/CHEYENNE
 MN0553  COUNTRY     -  US
 MN0553  USGS QUAD   -  EASTERLY AIRPORT (2017)
 MN0553
 MN0553                         *CURRENT SURVEY CONTROL
 MN0553  ______________________________________________________________________
 MN0553* NAD 83(1995) POSITION- 41 04 17.63475(N) 103 11 11.03428(W)   ADJUSTED
 MN0553* NAVD 88 ORTHO HEIGHT -  1373.    (meters)     4505.    (feet) SCALED
 MN0553  ______________________________________________________________________
 MN0553  GEOID HEIGHT    -        -19.499 (meters)                     GEOID18
 MN0553  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 MN0553  HORZ ORDER      -  SECOND
 MN0553
 MN0553.The horizontal coordinates were established by classical geodetic methods
 MN0553.and adjusted by the National Geodetic Survey in August 1997.
 MN0553
 MN0553.The orthometric height was scaled from a topographic map.
 MN0553
 MN0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0553.GEOID18 height accuracy estimate available here.
 MN0553
 MN0553.Click photographs - Photos may exist for this station.
 MN0553
 MN0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0553
 MN0553. The following values were computed from the NAD 83(1995) position.
 MN0553
 MN0553;                    North         East     Units Scale Factor Converg.
 MN0553;SPC NE       -   142,408.815   232,346.345   MT  0.99968714   -2 06 41.8
 MN0553;SPC NE       -   467,219.59    762,289.63   sFT  0.99968714   -2 06 41.8
 MN0553;UTM  13      - 4,548,286.126   652,365.103   MT  0.99988573   +1 11 30.4
 MN0553
 MN0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0553!SPC NE       -   0.99978779  x   0.99968714  =   0.99947500
 MN0553!UTM  13      -   0.99978779  x   0.99988573  =   0.99967355
 MN0553
 MN0553:                Primary Azimuth Mark                     Grid Az
 MN0553:SPC NE       -  CHIP AZ MK                               293 53 21.1
 MN0553:UTM  13      -  CHIP AZ MK                               290 35 08.9
 MN0553
 MN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5236548286(NAD 83)
 MN0553
 MN0553|---------------------------------------------------------------------|
 MN0553| PID    Reference Object                     Distance      Geod. Az  |
 MN0553|                                                           dddmmss.s |
 MN0553| CP6813 CHIP RM 1                            14.823 METERS 02344     |
 MN0553| CP6814 CHIP RM 2                            14.517 METERS 11426     |
 MN0553| CP6812 CHIP AZ MK                                         2914639.3 |
 MN0553|---------------------------------------------------------------------|
 MN0553
 MN0553                          SUPERSEDED SURVEY CONTROL
 MN0553
 MN0553  NAD 83(1993)-  41 04 17.63336(N)    103 11 11.03450(W) AD(       ) 2
 MN0553  NAD 83(1992)-  41 04 17.62670(N)    103 11 11.03520(W) AD(       ) 2
 MN0553  NAD 83(1986)-  41 04 17.62619(N)    103 11 11.03486(W) AD(       ) 2
 MN0553  NAD 27      -  41 04 17.68280(N)    103 11 09.29770(W) AD(       ) 2
 MN0553
 MN0553.Superseded values are not recommended for survey control.
 MN0553
 MN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0553.See file dsdata.pdf to determine how the superseded data were derived.
 MN0553
 MN0553_MARKER: DS = TRIANGULATION STATION DISK
 MN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0553_STAMPING: CHIP 1963
 MN0553_MARK LOGO: CGS
 MN0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0553+STABILITY: SURFACE MOTION
 MN0553
 MN0553  HISTORY     - Date     Condition        Report By
 MN0553  HISTORY     - 1963     MONUMENTED       CGS
 MN0553
 MN0553                          STATION DESCRIPTION
 MN0553
 MN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0553'THE STATION IS LOCATED ON THE TOP OF A GRASS COVERED BLUFF
 MN0553'OVERLOOKING SIDNEY DRAW TO THE NORTH AND ON LAND OWNED BY MR.
 MN0553'FRANK KLENTZ JR., ABOUT 12-1/2 MILES SOUTHWEST OF SIDNEY, 12-1/2
 MN0553'MILES SOUTHEAST OF POTTER AND 5 MILES NORTH OF THE
 MN0553'COLORADO-NEBRASKA STATE BOUNDARY.
 MN0553'
 MN0553'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, DRIVE WEST
 MN0553'AND NORTHWEST ON U.S. HIGHWAY 30 FOR 9.0 MILES TO THE JUNCTION OF
 MN0553'STATE SPUR 231.  CONTINUE WEST ON U.S. HIGHWAY 30 FOR 5.8 MILES
 MN0553'TO A CROSSROAD.  TURN LEFT AND DRIVE SOUTH ON A GRAVELED ROAD
 MN0553'FOR 8.3 MILES TO A CROSSROAD.  TURN LEFT AND DRIVE EAST ON A
 MN0553'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 MN0553'AND DRIVE SOUTH ON A DIRT ROAD, PASSING TO THE LEFT OF A BAD
 MN0553'BRIDGE, FOR 1.0 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON
 MN0553'THE EAST SIDE OF THE ROAD.  TURN LEFT, PASS THROUGH THE WIRE
 MN0553'GATE, AND DRIVE SOUTHEAST ON A TRACK ROAD FOR 0.9 MILE TO A
 MN0553'WINDMILL.  CONTINUE SOUTHEAST AND SOUTH UP A DRAW FOR 0.3 MILE
 MN0553'TO THE TOP OF A MESA.  CONTINUE SOUTH FOR 0.05 MILE, THENCE
 MN0553'TURN LEFT AND DRIVE EAST FOR 0.3 MILE TO A NORTH-SOUTH FENCE.
 MN0553'TURN LEFT AND DRIVE NORTH ALONG THE WEST SIDE OF THE
 MN0553'NORTH-SOUTH FENCE FOR 0.45 MILE TO A FENCE CORNER.  BEAR
 MN0553'RIGHT AND FOLLOW THE FENCE NORTHEAST FOR 0.05 MILE TO A
 MN0553'FENCE CORNER.  TURN LEFT AND DRIVE NORTH FOR 0.05 MILE TO THE
 MN0553'STATION ON THE HIGHEST POINT OF THE BLUFF.
 MN0553'
 MN0553'THE STATION MARK IS A STANDARD DISK, STAMPED CHIP 1963, SET IN
 MN0553'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 MN0553'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 MN0553'ABOUT 75 YARDS SOUTH OF THE EDGE OF A BLUFF.
 MN0553'
 MN0553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHIP NO 1 1963, SET
 MN0553'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0553'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MN0553'
 MN0553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHIP NO 2 1963, SET
 MN0553'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0553'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MN0553'
 MN0553'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHIP 1963, SET IN
 MN0553'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0553'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 MN0553'IS 5 FEET EAST-SOUTHEAST OF A FENCE CORNER POST, 1.5 FEET EAST
 MN0553'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.7 FOOT SOUTH
 MN0553'OF AN EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0181 ***********************************************************************
 LG0181  DESIGNATION -  CHISELED CROSS
 LG0181  PID         -  LG0181
 LG0181  STATE/COUNTY-  NE/JOHNSON
 LG0181  COUNTRY     -  US
 LG0181  USGS QUAD   -  TECUMSEH (2017)
 LG0181
 LG0181                         *CURRENT SURVEY CONTROL
 LG0181  ______________________________________________________________________
 LG0181* NAD 83(1986) POSITION- 40 21 56.     (N) 096 11 46.     (W)   SCALED
 LG0181* NAVD 88 ORTHO HEIGHT -   341.522 (meters)     1120.48  (feet) ADJUSTED
 LG0181  ______________________________________________________________________
 LG0181  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 LG0181  DYNAMIC HEIGHT  -        341.339 (meters)     1119.88  (feet) COMP
 LG0181  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LG0181
 LG0181  VERT ORDER      -  SECOND    CLASS 0
 LG0181
 LG0181.The horizontal coordinates were scaled from a map and have
 LG0181.an estimated accuracy of +/- 6 seconds.
 LG0181
 LG0181.The orthometric height was determined by differential leveling and
 LG0181.adjusted by the NATIONAL GEODETIC SURVEY
 LG0181.in June 1991.
 LG0181
 LG0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0181.GEOID18 height accuracy estimate available here.
 LG0181
 LG0181.Click photographs - Photos may exist for this station.
 LG0181
 LG0181.The dynamic height is computed by dividing the NAVD 88
 LG0181.geopotential number by the normal gravity value computed on the
 LG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0181.degrees latitude (g = 980.6199 gals.).
 LG0181
 LG0181.The modeled gravity was interpolated from observed gravity values.
 LG0181
 LG0181;                    North         East    Units  Estimated Accuracy
 LG0181;SPC NE       -    66,200.      822,940.      MT  (+/- 180 meters Scaled)
 LG0181
 LG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK380721(NAD 83)
 LG0181
 LG0181                          SUPERSEDED SURVEY CONTROL
 LG0181
 LG0181  NGVD 29 (??/??/92)  341.432  (m)         1120.18   (f) ADJ UNCH    2 0
 LG0181
 LG0181.Superseded values are not recommended for survey control.
 LG0181
 LG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0181.See file dsdata.pdf to determine how the superseded data were derived.
 LG0181
 LG0181_MARKER: X = CHISELED CROSS
 LG0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0181_SP_SET: VERTICAL RAIL
 LG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0181
 LG0181  HISTORY     - Date     Condition        Report By
 LG0181  HISTORY     - UNK      MONUMENTED       CBQRR
 LG0181  HISTORY     - 1961     GOOD             CGS
 LG0181
 LG0181                          STATION DESCRIPTION
 LG0181
 LG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0181'AT TECUMSEH.
 LG0181'100 FEET WEST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0181'STATION, AT A STREET CROSSING, AND 100 FEET NORTH OF THE CENTERLINE
 LG0181'OF THE MAIN TRACK.  A CHISELED CROSS ON THE TOP OF A VERTICAL
 LG0181'RAIL.  NOTE-- NOT LEVELED OVER IN 1961.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0594 ***********************************************************************
 LF0594  DESIGNATION -  CHISELED CROSS
 LF0594  PID         -  LF0594
 LF0594  STATE/COUNTY-  NE/RICHARDSON
 LF0594  COUNTRY     -  US
 LF0594  USGS QUAD   -  FALLS CITY (2017)
 LF0594
 LF0594                         *CURRENT SURVEY CONTROL
 LF0594  ______________________________________________________________________
 LF0594* NAD 83(1986) POSITION- 40 02 02.     (N) 095 32 36.     (W)   SCALED
 LF0594* NAVD 88 ORTHO HEIGHT -   270.036 (meters)      885.94  (feet) ADJUSTED
 LF0594  ______________________________________________________________________
 LF0594  GEOID HEIGHT    -        -30.576 (meters)                     GEOID18
 LF0594  DYNAMIC HEIGHT  -        269.884 (meters)      885.44  (feet) COMP
 LF0594  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 LF0594
 LF0594  VERT ORDER      -  SECOND    CLASS 0
 LF0594
 LF0594.The horizontal coordinates were scaled from a map and have
 LF0594.an estimated accuracy of +/- 6 seconds.
 LF0594
 LF0594.The orthometric height was determined by differential leveling and
 LF0594.adjusted by the NATIONAL GEODETIC SURVEY
 LF0594.in June 1991.
 LF0594
 LF0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0594.GEOID18 height accuracy estimate available here.
 LF0594
 LF0594.Click photographs - Photos may exist for this station.
 LF0594
 LF0594.The dynamic height is computed by dividing the NAVD 88
 LF0594.geopotential number by the normal gravity value computed on the
 LF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0594.degrees latitude (g = 980.6199 gals.).
 LF0594
 LF0594.The modeled gravity was interpolated from observed gravity values.
 LF0594
 LF0594;                    North         East    Units  Estimated Accuracy
 LF0594;SPC NE       -    32,070.      880,210.      MT  (+/- 180 meters Scaled)
 LF0594
 LF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE829346(NAD 83)
 LF0594
 LF0594                          SUPERSEDED SURVEY CONTROL
 LF0594
 LF0594  NGVD 29 (??/??/92)  269.962  (m)          885.70   (f) ADJ UNCH    2 0
 LF0594
 LF0594.Superseded values are not recommended for survey control.
 LF0594
 LF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0594.See file dsdata.pdf to determine how the superseded data were derived.
 LF0594
 LF0594_MARKER: X = CHISELED CROSS
 LF0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0594_SP_SET: BRIDGE
 LF0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0594
 LF0594  HISTORY     - Date     Condition        Report By
 LF0594  HISTORY     - 1934     MONUMENTED       CGS
 LF0594  HISTORY     - 1934     GOOD             CGS
 LF0594
 LF0594                          STATION DESCRIPTION
 LF0594
 LF0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0594'3.7 MI E FROM FALLS CITY.
 LF0594'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0594'FROM THE STATION AT FALLS CITY, AT THE WEST END OF A
 LF0594'PLATE-GIRDER BRIDGE OVER GREAT NEMAHA RIVER, AND ON THE TOP OF
 LF0594'THE SOUTH END OF THE CONCRETE ABUTMENT.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0304 ***********************************************************************
 LH0304  DESIGNATION -  CHISELED CROSS
 LH0304  PID         -  LH0304
 LH0304  STATE/COUNTY-  NE/WEBSTER
 LH0304  COUNTRY     -  US
 LH0304  USGS QUAD   -  BLUE HILL (2017)
 LH0304
 LH0304                         *CURRENT SURVEY CONTROL
 LH0304  ______________________________________________________________________
 LH0304* NAD 83(1986) POSITION- 40 17 33.     (N) 098 23 31.     (W)   SCALED
 LH0304* NAVD 88 ORTHO HEIGHT -   597.505 (meters)     1960.31  (feet) ADJUSTED
 LH0304  ______________________________________________________________________
 LH0304  GEOID HEIGHT    -        -25.884 (meters)                     GEOID18
 LH0304  DYNAMIC HEIGHT  -        597.144 (meters)     1959.13  (feet) COMP
 LH0304  MODELED GRAVITY -    980,002.8   (mgal)                       NAVD 88
 LH0304
 LH0304  VERT ORDER      -  SECOND    CLASS 0
 LH0304
 LH0304.The horizontal coordinates were scaled from a map and have
 LH0304.an estimated accuracy of +/- 6 seconds.
 LH0304
 LH0304.The orthometric height was determined by differential leveling and
 LH0304.adjusted by the NATIONAL GEODETIC SURVEY
 LH0304.in June 1991.
 LH0304
 LH0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0304.GEOID18 height accuracy estimate available here.
 LH0304
 LH0304.Click photographs - Photos may exist for this station.
 LH0304
 LH0304.The dynamic height is computed by dividing the NAVD 88
 LH0304.geopotential number by the normal gravity value computed on the
 LH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0304.degrees latitude (g = 980.6199 gals.).
 LH0304
 LH0304.The modeled gravity was interpolated from observed gravity values.
 LH0304
 LH0304;                    North         East    Units  Estimated Accuracy
 LH0304;SPC NE       -    52,250.      636,710.      MT  (+/- 180 meters Scaled)
 LH0304
 LH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK516604(NAD 83)
 LH0304
 LH0304                          SUPERSEDED SURVEY CONTROL
 LH0304
 LH0304  NGVD 29 (??/??/92)  597.270  (m)         1959.54   (f) ADJ UNCH    2 0
 LH0304
 LH0304.Superseded values are not recommended for survey control.
 LH0304
 LH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0304.See file dsdata.pdf to determine how the superseded data were derived.
 LH0304
 LH0304_MARKER: X = CHISELED CROSS
 LH0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0304_SP_SET: STEEL CROSSBEAM
 LH0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0304
 LH0304  HISTORY     - Date     Condition        Report By
 LH0304  HISTORY     - 1934     MONUMENTED       CGS
 LH0304  HISTORY     - 1934     GOOD             CGS
 LH0304
 LH0304                          STATION DESCRIPTION
 LH0304
 LH0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0304'4.5 MI E FROM BLUE HILL.
 LH0304'4.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0304'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, AT THE WEST END
 LH0304'OF BRIDGE 82.35, BETWEEN THE TRACKS, AND ON THE TOP OF A STEEL
 LH0304'CROSSBEAM.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0282 ***********************************************************************
 LG0282  DESIGNATION -  CHISELED CROSS FILLEY
 LG0282  PID         -  LG0282
 LG0282  STATE/COUNTY-  NE/GAGE
 LG0282  COUNTRY     -  US
 LG0282  USGS QUAD   -  WYMORE NE (2017)
 LG0282
 LG0282                         *CURRENT SURVEY CONTROL
 LG0282  ______________________________________________________________________
 LG0282* NAD 83(1986) POSITION- 40 14 54.     (N) 096 36 29.     (W)   SCALED
 LG0282* NAVD 88 ORTHO HEIGHT -   401.486 (meters)     1317.21  (feet) ADJUSTED
 LG0282  ______________________________________________________________________
 LG0282  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 LG0282  DYNAMIC HEIGHT  -        401.274 (meters)     1316.51  (feet) COMP
 LG0282  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 LG0282
 LG0282  VERT ORDER      -  SECOND    CLASS 0
 LG0282
 LG0282.The horizontal coordinates were scaled from a map and have
 LG0282.an estimated accuracy of +/- 6 seconds.
 LG0282
 LG0282.The orthometric height was determined by differential leveling and
 LG0282.adjusted by the NATIONAL GEODETIC SURVEY
 LG0282.in June 1991.
 LG0282
 LG0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0282.GEOID18 height accuracy estimate available here.
 LG0282
 LG0282.Click photographs - Photos may exist for this station.
 LG0282
 LG0282.The dynamic height is computed by dividing the NAVD 88
 LG0282.geopotential number by the normal gravity value computed on the
 LG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0282.degrees latitude (g = 980.6199 gals.).
 LG0282
 LG0282.The modeled gravity was interpolated from observed gravity values.
 LG0282
 LG0282;                    North         East    Units  Estimated Accuracy
 LG0282;SPC NE       -    51,740.      788,500.      MT  (+/- 180 meters Scaled)
 LG0282
 LG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK034580(NAD 83)
 LG0282
 LG0282                          SUPERSEDED SURVEY CONTROL
 LG0282
 LG0282  NGVD 29 (??/??/92)  401.381  (m)         1316.86   (f) ADJ UNCH    2 0
 LG0282
 LG0282.Superseded values are not recommended for survey control.
 LG0282
 LG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0282.See file dsdata.pdf to determine how the superseded data were derived.
 LG0282
 LG0282_MARKER: X = CHISELED CROSS
 LG0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0282_SP_SET: BRIDGE
 LG0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0282+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2008
 LG0282
 LG0282  HISTORY     - Date     Condition        Report By
 LG0282  HISTORY     - 1934     MONUMENTED       CGS
 LG0282  HISTORY     - 1934     GOOD             CGS
 LG0282  HISTORY     - 20080713 GOOD             WOOLPT
 LG0282
 LG0282                          STATION DESCRIPTION
 LG0282
 LG0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0282'4.9 MI W FROM FILLEY.
 LG0282'4.9 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LG0282'RAILROAD FROM THE STATION AT FILLEY, GAGE COUNTY, 100 YARDS
 LG0282'EAST OF A ROAD CROSSING, AND ON THE SOUTHWEST CORNER OF A BRIDGE
 LG0282'WING WALL.  A CHISELED CROSS.
 LG0282
 LG0282                          STATION RECOVERY (2008)
 LG0282
 LG0282'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DMM)
 LG0282'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0271 ***********************************************************************
 LH0271  DESIGNATION -  CHISELED SQ 2
 LH0271  PID         -  LH0271
 LH0271  STATE/COUNTY-  NE/WEBSTER
 LH0271  COUNTRY     -  US
 LH0271  USGS QUAD   -  BLUE HILL (2017)
 LH0271
 LH0271                         *CURRENT SURVEY CONTROL
 LH0271  ______________________________________________________________________
 LH0271* NAD 83(1986) POSITION- 40 19 58.     (N) 098 27 01.     (W)   SCALED
 LH0271* NAVD 88 ORTHO HEIGHT -   601.511 (meters)     1973.46  (feet) ADJUSTED
 LH0271  ______________________________________________________________________
 LH0271  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 LH0271  DYNAMIC HEIGHT  -        601.155 (meters)     1972.29  (feet) COMP
 LH0271  MODELED GRAVITY -    980,014.0   (mgal)                       NAVD 88
 LH0271
 LH0271  VERT ORDER      -  FIRST     CLASS II
 LH0271
 LH0271.The horizontal coordinates were scaled from a map and have
 LH0271.an estimated accuracy of +/- 6 seconds.
 LH0271
 LH0271.The orthometric height was determined by differential leveling and
 LH0271.adjusted by the NATIONAL GEODETIC SURVEY
 LH0271.in June 1991.
 LH0271
 LH0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0271.GEOID18 height accuracy estimate available here.
 LH0271
 LH0271.Click photographs - Photos may exist for this station.
 LH0271
 LH0271.The dynamic height is computed by dividing the NAVD 88
 LH0271.geopotential number by the normal gravity value computed on the
 LH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0271.degrees latitude (g = 980.6199 gals.).
 LH0271
 LH0271.The modeled gravity was interpolated from observed gravity values.
 LH0271
 LH0271;                    North         East    Units  Estimated Accuracy
 LH0271;SPC NE       -    56,640.      631,670.      MT  (+/- 180 meters Scaled)
 LH0271
 LH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK466648(NAD 83)
 LH0271
 LH0271                          SUPERSEDED SURVEY CONTROL
 LH0271
 LH0271  NGVD 29 (??/??/92)  601.283  (m)         1972.71   (f) ADJ UNCH    1 2
 LH0271
 LH0271.Superseded values are not recommended for survey control.
 LH0271
 LH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0271.See file dsdata.pdf to determine how the superseded data were derived.
 LH0271
 LH0271_MARKER: Q = CHISELED SQUARE
 LH0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0271_SP_SET: TANK FOUNDATION
 LH0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0271
 LH0271  HISTORY     - Date     Condition        Report By
 LH0271  HISTORY     - 1934     MONUMENTED       CGS
 LH0271  HISTORY     - 1947     GOOD             CGS
 LH0271  HISTORY     - 1981     POOR             NGS
 LH0271
 LH0271                          STATION DESCRIPTION
 LH0271
 LH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0271'AT BLUE HILL.
 LH0271'AT BLUE HILL, 152.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LH0271'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE CITY
 LH0271'WATER TANK, ON TOP OF THE WEST SIDE OF THE CONCRETE BASE, ON THE
 LH0271'TOP PIER, 3.6 FEET NORTHEAST OF U.S.C. AND G. SURVEY BENCH MARK
 LH0271'Q 167 AND 1.0 FOOT HIGHER, 0.9 FOOT EAST OF THE WEST EDGE OF THE
 LH0271'UPPER PIER, A CHISELED SQUARE IN A CONCRETE FOUNDATION.
 LH0271
 LH0271                          STATION RECOVERY (1981)
 LH0271
 LH0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0271'THE OLD SQUARE IS BARELY DISCERNABLE AND THE OLD CONCRETE BASE IS
 LH0271'CRACKED IN MANY PLACES, THE MARK SHOULD BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0527 ***********************************************************************
 ML0527  DESIGNATION -  CHISELED SQUARE
 ML0527  PID         -  ML0527
 ML0527  STATE/COUNTY-  NE/GARFIELD
 ML0527  COUNTRY     -  US
 ML0527  USGS QUAD   -  GABLES SW (2017)
 ML0527
 ML0527                         *CURRENT SURVEY CONTROL
 ML0527  ______________________________________________________________________
 ML0527* NAD 83(1986) POSITION- 41 47 01.     (N) 098 53 41.     (W)   SCALED
 ML0527* NAVD 88 ORTHO HEIGHT -   680.472 (meters)     2232.52  (feet) ADJUSTED
 ML0527  ______________________________________________________________________
 ML0527  GEOID HEIGHT    -        -23.965 (meters)                     GEOID18
 ML0527  DYNAMIC HEIGHT  -        680.139 (meters)     2231.42  (feet) COMP
 ML0527  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 ML0527
 ML0527  VERT ORDER      -  SECOND    CLASS 0
 ML0527
 ML0527.The horizontal coordinates were scaled from a map and have
 ML0527.an estimated accuracy of +/- 6 seconds.
 ML0527
 ML0527.The orthometric height was determined by differential leveling and
 ML0527.adjusted by the NATIONAL GEODETIC SURVEY
 ML0527.in June 1991.
 ML0527
 ML0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0527.GEOID18 height accuracy estimate available here.
 ML0527
 ML0527.Click photographs - Photos may exist for this station.
 ML0527
 ML0527.The dynamic height is computed by dividing the NAVD 88
 ML0527.geopotential number by the normal gravity value computed on the
 ML0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0527.degrees latitude (g = 980.6199 gals.).
 ML0527
 ML0527.The modeled gravity was interpolated from observed gravity values.
 ML0527
 ML0527;                    North         East    Units  Estimated Accuracy
 ML0527;SPC NE       -   217,120.      591,850.      MT  (+/- 180 meters Scaled)
 ML0527
 ML0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM087257(NAD 83)
 ML0527
 ML0527                          SUPERSEDED SURVEY CONTROL
 ML0527
 ML0527  NGVD 29 (??/??/92)  680.210  (m)         2231.66   (f) ADJ UNCH    2 0
 ML0527
 ML0527.Superseded values are not recommended for survey control.
 ML0527
 ML0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0527.See file dsdata.pdf to determine how the superseded data were derived.
 ML0527
 ML0527_MARKER: Q = CHISELED SQUARE
 ML0527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0527_SP_SET: CULVERT HEADWALL
 ML0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0527+STABILITY: SURFACE MOTION
 ML0527
 ML0527  HISTORY     - Date     Condition        Report By
 ML0527  HISTORY     - 1938     MONUMENTED       CGS
 ML0527  HISTORY     - 1938     GOOD             CGS
 ML0527
 ML0527                          STATION DESCRIPTION
 ML0527
 ML0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0527'13 MI E FROM BURWELL.
 ML0527'13 MILES EAST OF THE COURT-HOUSE ALONG STATE HIGHWAY NO. 53
 ML0527'BETWEEN BURWELL AND BARTLETT, AT THE INTERSECTION OF A CROSS-ROAD,
 ML0527'IN THE TOP OF THE CONCRETE HEADWALL ON THE WEST END OF A
 ML0527'CORRUGATED STEEL CULVERT, 400 FEET WEST OF E. HALLOCKS RESIDENCE,
 ML0527'40 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.0 FEET SOUTH OF
 ML0527'THE NORTH END OF THE HEADWALL, 2.6 FEET NORTH OF THE SOUTH END
 ML0527'OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0022 ***********************************************************************
 LJ0022  DESIGNATION -  CHISELED SQUARE
 LJ0022  PID         -  LJ0022
 LJ0022  STATE/COUNTY-  NE/LINCOLN
 LJ0022  COUNTRY     -  US
 LJ0022  USGS QUAD   -  FARNAM (2017)
 LJ0022
 LJ0022                         *CURRENT SURVEY CONTROL
 LJ0022  ______________________________________________________________________
 LJ0022* NAD 83(1986) POSITION- 40 42 04.     (N) 100 14 33.     (W)   SCALED
 LJ0022* NAVD 88 ORTHO HEIGHT -   847.083 (meters)     2779.14  (feet) ADJUSTED
 LJ0022  ______________________________________________________________________
 LJ0022  GEOID HEIGHT    -        -23.441 (meters)                     GEOID18
 LJ0022  DYNAMIC HEIGHT  -        846.553 (meters)     2777.40  (feet) COMP
 LJ0022  MODELED GRAVITY -    979,971.1   (mgal)                       NAVD 88
 LJ0022
 LJ0022  VERT ORDER      -  SECOND    CLASS 0
 LJ0022
 LJ0022.The horizontal coordinates were scaled from a map and have
 LJ0022.an estimated accuracy of +/- 6 seconds.
 LJ0022
 LJ0022.The orthometric height was determined by differential leveling and
 LJ0022.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0022.in June 1991.
 LJ0022
 LJ0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0022.GEOID18 height accuracy estimate available here.
 LJ0022
 LJ0022.Click photographs - Photos may exist for this station.
 LJ0022
 LJ0022.The dynamic height is computed by dividing the NAVD 88
 LJ0022.geopotential number by the normal gravity value computed on the
 LJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0022.degrees latitude (g = 980.6199 gals.).
 LJ0022
 LJ0022.The modeled gravity was interpolated from observed gravity values.
 LJ0022
 LJ0022;                    North         East    Units  Estimated Accuracy
 LJ0022;SPC NE       -    96,380.      479,510.      MT  (+/- 180 meters Scaled)
 LJ0022
 LJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL950063(NAD 83)
 LJ0022
 LJ0022                          SUPERSEDED SURVEY CONTROL
 LJ0022
 LJ0022  NGVD 29 (??/??/92)  846.746  (m)         2778.03   (f) ADJ UNCH    2 0
 LJ0022
 LJ0022.Superseded values are not recommended for survey control.
 LJ0022
 LJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0022.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0022
 LJ0022_MARKER: Q = CHISELED SQUARE
 LJ0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0022_SP_SET: CULVERT HEADWALL
 LJ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0022+STABILITY: SURFACE MOTION
 LJ0022
 LJ0022  HISTORY     - Date     Condition        Report By
 LJ0022  HISTORY     - 1950     MONUMENTED       CGS
 LJ0022  HISTORY     - 1950     GOOD             CGS
 LJ0022
 LJ0022                          STATION DESCRIPTION
 LJ0022
 LJ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0022'1.5 MI W FROM FARNAM.
 LJ0022'IN LINCOLN COUNTY, 1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0022'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0022'14 POLES WEST OF MILEPOST 51, AT A ROAD CROSSING, 9 FEET NORTH
 LJ0022'OF THE CENTERLINE OF THE TRACK, 9 FEET WEST OF THE CENTERLINE
 LJ0022'OF A HIGHWAY, AND ON THE WEST END OF THE CONCRETE HEADWALL OF
 LJ0022'A HIGHWAY CULVERT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0217 ***********************************************************************
 LG0217  DESIGNATION -  CHISELED SQUARE
 LG0217  PID         -  LG0217
 LG0217  STATE/COUNTY-  NE/PAWNEE
 LG0217  COUNTRY     -  US
 LG0217  USGS QUAD   -  TABLE ROCK (2017)
 LG0217
 LG0217                         *CURRENT SURVEY CONTROL
 LG0217  ______________________________________________________________________
 LG0217* NAD 83(1986) POSITION- 40 13 56.     (N) 096 05 50.     (W)   SCALED
 LG0217* NAVD 88 ORTHO HEIGHT -   323.657 (meters)     1061.86  (feet) ADJUSTED
 LG0217  ______________________________________________________________________
 LG0217  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 LG0217  DYNAMIC HEIGHT  -        323.482 (meters)     1061.29  (feet) COMP
 LG0217  MODELED GRAVITY -    980,076.1   (mgal)                       NAVD 88
 LG0217
 LG0217  VERT ORDER      -  SECOND    CLASS 0
 LG0217
 LG0217.The horizontal coordinates were scaled from a map and have
 LG0217.an estimated accuracy of +/- 6 seconds.
 LG0217
 LG0217.The orthometric height was determined by differential leveling and
 LG0217.adjusted by the NATIONAL GEODETIC SURVEY
 LG0217.in June 1991.
 LG0217
 LG0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0217.GEOID18 height accuracy estimate available here.
 LG0217
 LG0217.Click photographs - Photos may exist for this station.
 LG0217
 LG0217.The dynamic height is computed by dividing the NAVD 88
 LG0217.geopotential number by the normal gravity value computed on the
 LG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0217.degrees latitude (g = 980.6199 gals.).
 LG0217
 LG0217.The modeled gravity was interpolated from observed gravity values.
 LG0217
 LG0217;                    North         East    Units  Estimated Accuracy
 LG0217;SPC NE       -    51,790.      832,000.      MT  (+/- 180 meters Scaled)
 LG0217
 LG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK469575(NAD 83)
 LG0217
 LG0217                          SUPERSEDED SURVEY CONTROL
 LG0217
 LG0217  NGVD 29 (??/??/92)  323.570  (m)         1061.58   (f) ADJ UNCH    2 0
 LG0217
 LG0217.Superseded values are not recommended for survey control.
 LG0217
 LG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0217.See file dsdata.pdf to determine how the superseded data were derived.
 LG0217
 LG0217_MARKER: Q = CHISELED SQUARE
 LG0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0217_SP_SET: BRIDGE
 LG0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0217
 LG0217  HISTORY     - Date     Condition        Report By
 LG0217  HISTORY     - 1934     MONUMENTED       CGS
 LG0217  HISTORY     - 1934     GOOD             CGS
 LG0217
 LG0217                          STATION DESCRIPTION
 LG0217
 LG0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0217'4.3 MI SE FROM ELK CREEK.
 LG0217'CHISELED SQUARE-- IN PAWNEE COUNTY, 4.3 MILES SOUTHEAST ALONG THE
 LG0217'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE CITY WATER TOWER
 LG0217'AT ELK CREEK, JOHNSON COUNTY, AT BRIDGE 4.06, AND ON THE NORTHEAST
 LG0217'WING WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0605 ***********************************************************************
 LG0605  DESIGNATION -  CHISELED SQUARE
 LG0605  PID         -  LG0605
 LG0605  STATE/COUNTY-  NE/THAYER
 LG0605  COUNTRY     -  US
 LG0605  USGS QUAD   -  BRUNING (2017)
 LG0605
 LG0605                         *CURRENT SURVEY CONTROL
 LG0605  ______________________________________________________________________
 LG0605* NAD 83(1986) POSITION- 40 15 09.     (N) 097 33 25.     (W)   SCALED
 LG0605* NAVD 88 ORTHO HEIGHT -   456.072 (meters)     1496.30  (feet) ADJUSTED
 LG0605  ______________________________________________________________________
 LG0605  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 LG0605  DYNAMIC HEIGHT  -        455.805 (meters)     1495.42  (feet) COMP
 LG0605  MODELED GRAVITY -    980,026.8   (mgal)                       NAVD 88
 LG0605
 LG0605  VERT ORDER      -  SECOND    CLASS 0
 LG0605
 LG0605.The horizontal coordinates were scaled from a map and have
 LG0605.an estimated accuracy of +/- 6 seconds.
 LG0605
 LG0605.The orthometric height was determined by differential leveling and
 LG0605.adjusted by the NATIONAL GEODETIC SURVEY
 LG0605.in June 1991.
 LG0605
 LG0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0605.GEOID18 height accuracy estimate available here.
 LG0605
 LG0605.Click photographs - Photos may exist for this station.
 LG0605
 LG0605.The dynamic height is computed by dividing the NAVD 88
 LG0605.geopotential number by the normal gravity value computed on the
 LG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0605.degrees latitude (g = 980.6199 gals.).
 LG0605
 LG0605.The modeled gravity was interpolated from observed gravity values.
 LG0605
 LG0605;                    North         East    Units  Estimated Accuracy
 LG0605;SPC NE       -    49,480.      707,800.      MT  (+/- 180 meters Scaled)
 LG0605
 LG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK227567(NAD 83)
 LG0605
 LG0605                          SUPERSEDED SURVEY CONTROL
 LG0605
 LG0605  NGVD 29 (??/??/92)  455.896  (m)         1495.72   (f) ADJ UNCH    2 0
 LG0605
 LG0605.Superseded values are not recommended for survey control.
 LG0605
 LG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0605.See file dsdata.pdf to determine how the superseded data were derived.
 LG0605
 LG0605_MARKER: Q = CHISELED SQUARE
 LG0605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0605_SP_SET: CULVERT HEADWALL
 LG0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0605+STABILITY: SURFACE MOTION
 LG0605
 LG0605  HISTORY     - Date     Condition        Report By
 LG0605  HISTORY     - 1934     MONUMENTED       CGS
 LG0605  HISTORY     - 1953     GOOD             CGS
 LG0605
 LG0605                          STATION DESCRIPTION
 LG0605
 LG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LG0605'AT BELVIDERE.
 LG0605'AT BELVIDERE, THAYER COUNTY, ON THE UNION PACIFIC RAILROAD, 30
 LG0605'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, AT A CONCRETE
 LG0605'CULVERT, AND ON THE TOP OF THE NORTH END.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0450 ***********************************************************************
 MN0450  DESIGNATION -  CHULIK
 MN0450  PID         -  MN0450
 MN0450  STATE/COUNTY-  NE/GARDEN
 MN0450  COUNTRY     -  US
 MN0450  USGS QUAD   -  LISCO SE (2017)
 MN0450
 MN0450                         *CURRENT SURVEY CONTROL
 MN0450  ______________________________________________________________________
 MN0450* NAD 83(1995) POSITION- 41 17 53.33183(N) 102 33 06.65562(W)   ADJUSTED
 MN0450* NAVD 88 ORTHO HEIGHT -  1174.    (meters)     3852.    (feet) SCALED
 MN0450  ______________________________________________________________________
 MN0450  GEOID HEIGHT    -        -20.016 (meters)                     GEOID18
 MN0450  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 MN0450  HORZ ORDER      -  THIRD
 MN0450
 MN0450.The horizontal coordinates were established by classical geodetic methods
 MN0450.and adjusted by the National Geodetic Survey in August 1997.
 MN0450
 MN0450.The orthometric height was scaled from a topographic map.
 MN0450
 MN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0450.GEOID18 height accuracy estimate available here.
 MN0450
 MN0450.Click photographs - Photos may exist for this station.
 MN0450
 MN0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0450
 MN0450. The following values were computed from the NAD 83(1995) position.
 MN0450
 MN0450;                    North         East     Units Scale Factor Converg.
 MN0450;SPC NE       -   165,784.483   286,372.715   MT  0.99966513   -1 41 28.0
 MN0450;SPC NE       -   543,911.26    939,541.15   sFT  0.99966513   -1 41 28.0
 MN0450;UTM  13      - 4,574,746.150   704,970.833   MT  1.00011708   +1 36 58.6
 MN0450
 MN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0450!SPC NE       -   0.99981910  x   0.99966513  =   0.99948429
 MN0450!UTM  13      -   0.99981910  x   1.00011708  =   0.99993616
 MN0450
 MN0450:                Primary Azimuth Mark                     Grid Az
 MN0450:SPC NE       -  CHULIK AZ MK                             166 25 57.1
 MN0450:UTM  13      -  CHULIK AZ MK                             163 07 30.5
 MN0450
 MN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0497074746(NAD 83)
 MN0450
 MN0450|---------------------------------------------------------------------|
 MN0450| PID    Reference Object                     Distance      Geod. Az  |
 MN0450|                                                           dddmmss.s |
 MN0450| CP6816 CHULIK RM 1                          11.449 METERS 09427     |
 MN0450| CP6815 CHULIK AZ MK                                       1644429.1 |
 MN0450| CP6817 CHULIK RM 2                          14.628 METERS 35541     |
 MN0450|---------------------------------------------------------------------|
 MN0450
 MN0450                          SUPERSEDED SURVEY CONTROL
 MN0450
 MN0450  NAD 83(1993)-  41 17 53.33145(N)    102 33 06.65632(W) AD(       ) 3
 MN0450  NAD 83(1986)-  41 17 53.32868(N)    102 33 06.65801(W) AD(       ) 3
 MN0450  NAD 27      -  41 17 53.38730(N)    102 33 04.96350(W) AD(       ) 3
 MN0450
 MN0450.Superseded values are not recommended for survey control.
 MN0450
 MN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0450.See file dsdata.pdf to determine how the superseded data were derived.
 MN0450
 MN0450_MARKER: DS = TRIANGULATION STATION DISK
 MN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0450_STAMPING: CHULIK 1963
 MN0450_MARK LOGO: CGS
 MN0450_PROJECTION: FLUSH
 MN0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0450+STABILITY: SURFACE MOTION
 MN0450
 MN0450  HISTORY     - Date     Condition        Report By
 MN0450  HISTORY     - 1963     MONUMENTED       CGS
 MN0450
 MN0450                          STATION DESCRIPTION
 MN0450
 MN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0450'THE STATION IS ABOUT 11 MILES NORTH AND 4 MILES EAST OF LODGEPOLE,
 MN0450'IN PASTURE LAND OWNED BY MR. CHULIK, IN THE SOUTHWEST 1/4
 MN0450'OF SEC. 1, T. 15 N, R. 45 W.
 MN0450'
 MN0450'TO REACH THE STATION FROM THE POST OFFICE (WHICH IS ABOUT
 MN0450'100 YARDS NORTH OF THE RAILROAD DEPOT) IN LODGEPOLE, GO EAST
 MN0450'ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MN0450'LEFT AND GO NORTH ON GRAVELED ROAD FOR 8.3 MILES TO A CROSSROADS.
 MN0450'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE TO WHERE
 MN0450'MAIN ROAD TURNS LEFT AND TRACK ROADS LEADING SOUTH AND EAST.
 MN0450'CONTINUE AHEAD AROUND CURVE ON MAIN GRAVELED ROAD FOR 1.0 MILE
 MN0450'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED
 MN0450'ROAD FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MN0450'NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD INTERSECTION
 MN0450'AND TRACK ROAD LEADING NORTH.  (TO REACH THE AZIMUTH MARK
 MN0450'FROM THIS POINT TURN RIGHT AND GO EAST ON GRAVELED ROAD
 MN0450'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT ON ROAD
 MN0450'RIGHT-OF-WAY.) GO NORTH ON TRACK ROAD FOR 0.2 MILE TO THE
 MN0450'STATION ON THE RIGHT INSIDE OF FENCE IN PASTURE LAND.
 MN0450'
 MN0450'THE STATION IS A STANDARD DISK STAMPED CHULIK 1963, SET IN
 MN0450'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MN0450'GROUND.  IT IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD,
 MN0450'4.2 FEET EAST OF A METAL WITNESS POST, AND 4.1 FEET NORTHEAST
 MN0450'OF A FENCE CORNER.
 MN0450'
 MN0450'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHULIK NO 1
 MN0450'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS
 MN0450'FLUSH WITH THE GROUND.  IT IS 42 FEET EAST OF A METAL WITNESS
 MN0450'POST, AND 0.8 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MN0450'
 MN0450'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHULIK NO 2
 MN0450'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 MN0450'IS FLUSH WITH THE GROUND.  IT IS 48 FEET NORTH OF A METAL WITNESS
 MN0450'POST, 16 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 0.8 FOOT
 MN0450'EAST OF A NORTH-SOUTH FENCE LINE.
 MN0450'
 MN0450'AZIMUTH MARK IS A STANDARD DISK STAMPED CHULIK 1963, SET IN
 MN0450'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 MN0450'THE GROUND.  IT IS 33.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0450'ROAD, 3 FEET WEST OF A METAL WITNESS POST WITH SIGN, AND 0.7
 MN0450'FOOT NORTH OF AN EAST-WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1772 ***********************************************************************
 NM1772  DESIGNATION -  CHURCH SPIRE B
 NM1772  PID         -  NM1772
 NM1772  STATE/COUNTY-  NE/WAYNE
 NM1772  COUNTRY     -  US
 NM1772  USGS QUAD   -  NORFOLK NE (2017)
 NM1772
 NM1772                         *CURRENT SURVEY CONTROL
 NM1772  ______________________________________________________________________
 NM1772* NAD 83(1995) POSITION- 42 11 31.88656(N) 097 21 36.91508(W)   ADJUSTED
 NM1772  ______________________________________________________________________
 NM1772  GEOID HEIGHT    -        -24.890 (meters)                     GEOID18
 NM1772  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 NM1772  HORZ ORDER      -  THIRD
 NM1772
 NM1772.The horizontal coordinates were established by classical geodetic methods
 NM1772.and adjusted by the National Geodetic Survey in August 1997.
 NM1772
 NM1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1772.GEOID18 height accuracy estimate available here.
 NM1772
 NM1772.Click photographs - Photos may exist for this station.
 NM1772
 NM1772.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1772
 NM1772. The following values were computed from the NAD 83(1995) position.
 NM1772
 NM1772;                    North         East     Units Scale Factor Converg.
 NM1772;SPC NE       -   265,226.978   717,952.942   MT  0.99973030   +1 44 57.7
 NM1772;SPC NE       -   870,165.51  2,355,483.94   sFT  0.99973030   +1 44 57.7
 NM1772;UTM  14      - 4,672,416.677   635,392.292   MT  0.99982555   +1 06 05.2
 NM1772
 NM1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3539272416(NAD 83)
 NM1772
 NM1772                          SUPERSEDED SURVEY CONTROL
 NM1772
 NM1772  NAD 83(1986)-  42 11 31.89502(N)    097 21 36.91625(W) AD(       ) 3
 NM1772  NAD 27      -  42 11 31.88800(N)    097 21 35.72700(W) AD(       ) 3
 NM1772
 NM1772.Superseded values are not recommended for survey control.
 NM1772
 NM1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1772.See file dsdata.pdf to determine how the superseded data were derived.
 NM1772
 NM1772_MARKER: 90 = CHURCH SPIRE
 NM1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1772+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1982
 NM1772
 NM1772  HISTORY     - Date     Condition        Report By
 NM1772  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1772  HISTORY     - 1935     GOOD             CGS
 NM1772  HISTORY     - 1961     GOOD             USGS
 NM1772  HISTORY     - 19820710 GOOD             NGS
 NM1772
 NM1772                          STATION DESCRIPTION
 NM1772
 NM1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1772'POINT OBSERVED UPON IS TIP OF SPIRE OF COUNTRY CHURCH,
 NM1772'UNIDENTIFIED AS TO DENOMINATION.  WHITE FRAME BUILDING, SPIRE
 NM1772'ABOUT 40 FEET HIGH.  LOCATED ABOUT 2 MILES SOUTH AND 3-1/2
 NM1772'MILES WEST OF STATION AXEL.
 NM1772'
 NM1772'OBSERVED UPON FROM STATIONS HOSKINS, AXEL, AND HOSKINS LAPLACE
 NM1772'AZI.
 NM1772
 NM1772                          STATION RECOVERY (1935)
 NM1772
 NM1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1772'RECOVERED IN GOOD CONDITION.
 NM1772
 NM1772                          STATION RECOVERY (1961)
 NM1772
 NM1772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1772'POINT OBSERVED UPON IS TIP OF SPIRE (CROSS) OF COUNTRY LUTHERAN
 NM1772'CHURCH.  WHITE FRAME BUILDING, SPIRE ABOUT 40 FT HIGH.  LOCATED
 NM1772'ABOUT 2 MI. S. AND 3.5 MI. W OF TRIANGULATION STATION AXEL.
 NM1772'IN T 26 N., R. 1 E.  NEAR 1/4 CORNER BETWEEN SECS 30 AND 31.
 NM1772
 NM1772                          STATION RECOVERY (1982)
 NM1772
 NM1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1768 ***********************************************************************
 NM1768  DESIGNATION -  CHURCH SPIRE C
 NM1768  PID         -  NM1768
 NM1768  STATE/COUNTY-  NE/WAYNE
 NM1768  COUNTRY     -  US
 NM1768  USGS QUAD   -  WAYNE SW (2017)
 NM1768
 NM1768                         *CURRENT SURVEY CONTROL
 NM1768  ______________________________________________________________________
 NM1768* NAD 83(1995) POSITION- 42 06 34.94122(N) 097 08 55.31942(W)   ADJUSTED
 NM1768  ______________________________________________________________________
 NM1768  GEOID HEIGHT    -        -24.848 (meters)                     GEOID18
 NM1768  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 NM1768  HORZ ORDER      -  THIRD
 NM1768
 NM1768.The horizontal coordinates were established by classical geodetic methods
 NM1768.and adjusted by the National Geodetic Survey in August 1997.
 NM1768
 NM1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1768.GEOID18 height accuracy estimate available here.
 NM1768
 NM1768.Click photographs - Photos may exist for this station.
 NM1768
 NM1768.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1768
 NM1768. The following values were computed from the NAD 83(1995) position.
 NM1768
 NM1768;                    North         East     Units Scale Factor Converg.
 NM1768;SPC NE       -   256,627.074   735,716.032   MT  0.99971408   +1 53 22.4
 NM1768;SPC NE       -   841,950.66  2,413,761.68   sFT  0.99971408   +1 53 22.4
 NM1768;UTM  14      - 4,663,615.290   653,059.378   MT  0.99988827   +1 14 29.9
 NM1768
 NM1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5305963615(NAD 83)
 NM1768
 NM1768                          SUPERSEDED SURVEY CONTROL
 NM1768
 NM1768  NAD 83(1986)-  42 06 34.94841(N)    097 08 55.31983(W) AD(       ) 3
 NM1768  NAD 27      -  42 06 34.93000(N)    097 08 54.15000(W) AD(       ) 3
 NM1768
 NM1768.Superseded values are not recommended for survey control.
 NM1768
 NM1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1768.See file dsdata.pdf to determine how the superseded data were derived.
 NM1768
 NM1768_MARKER: 90 = CHURCH SPIRE
 NM1768
 NM1768  HISTORY     - Date     Condition        Report By
 NM1768  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1768
 NM1768                          STATION DESCRIPTION
 NM1768
 NM1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1768'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF A CHURCH LOCATED
 NM1768'1-1/2 MILES EAST AND 4-3/4 MILES SOUTH OF WINSIDE, AND 1-3/4
 NM1768'MILES WEST AND 1-3/4 MILES NORTH OF STATION TOPP.  OBSERVING
 NM1768'PARTY DID NOT VISIT STATION.
 NM1768'
 NM1768'OBSERVED UPON FROM STATIONS WACKER AND HOSKINS LAPLACE AZI.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0605 ***********************************************************************
 MN0605  DESIGNATION -  CITY
 MN0605  PID         -  MN0605
 MN0605  STATE/COUNTY-  NE/KIMBALL
 MN0605  COUNTRY     -  US
 MN0605  USGS QUAD   -  KIMBALL (2017)
 MN0605
 MN0605                         *CURRENT SURVEY CONTROL
 MN0605  ______________________________________________________________________
 MN0605* NAD 83(1995) POSITION- 41 14 25.42713(N) 103 40 05.19153(W)   ADJUSTED
 MN0605* NAVD 88 ORTHO HEIGHT -  1464.    (meters)     4803.    (feet) SCALED
 MN0605  ______________________________________________________________________
 MN0605  GEOID HEIGHT    -        -18.712 (meters)                     GEOID18
 MN0605  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 MN0605  HORZ ORDER      -  THIRD
 MN0605
 MN0605.The horizontal coordinates were established by classical geodetic methods
 MN0605.and adjusted by the National Geodetic Survey in August 1997.
 MN0605
 MN0605.The orthometric height was scaled from a topographic map.
 MN0605
 MN0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0605.GEOID18 height accuracy estimate available here.
 MN0605
 MN0605.Click photographs - Photos may exist for this station.
 MN0605
 MN0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0605
 MN0605. The following values were computed from the NAD 83(1995) position.
 MN0605
 MN0605;                    North         East     Units Scale Factor Converg.
 MN0605;SPC NE       -   162,739.692   192,700.929   MT  0.99966927   -2 25 51.0
 MN0605;SPC NE       -   533,921.81    632,219.63   sFT  0.99966927   -2 25 51.0
 MN0605;UTM  13      - 4,566,299.131   611,607.456   MT  0.99975330   +0 52 41.2
 MN0605
 MN0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0605!SPC NE       -   0.99977340  x   0.99966927  =   0.99944274
 MN0605!UTM  13      -   0.99977340  x   0.99975330  =   0.99952675
 MN0605
 MN0605:                Primary Azimuth Mark                     Grid Az
 MN0605:SPC NE       -  CITY AZ MK                               017 41 06.4
 MN0605:UTM  13      -  CITY AZ MK                               014 22 34.2
 MN0605
 MN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1160766299(NAD 83)
 MN0605
 MN0605|---------------------------------------------------------------------|
 MN0605| PID    Reference Object                     Distance      Geod. Az  |
 MN0605|                                                           dddmmss.s |
 MN0605| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX. 4.7 KM 0055320.7 |
 MN0605| CP6825 CITY AZ MK                                         0151515.4 |
 MN0605| CP6826 CITY RM 1                            17.788 METERS 21742     |
 MN0605| CP6827 CITY RM 2                            22.474 METERS 33043     |
 MN0605|---------------------------------------------------------------------|
 MN0605
 MN0605                          SUPERSEDED SURVEY CONTROL
 MN0605
 MN0605  NAD 83(1993)-  41 14 25.42638(N)    103 40 05.19127(W) AD(       ) 3
 MN0605  NAD 83(1986)-  41 14 25.41912(N)    103 40 05.19113(W) AD(       ) 3
 MN0605  NAD 27      -  41 14 25.48910(N)    103 40 03.40300(W) AD(       ) 3
 MN0605
 MN0605.Superseded values are not recommended for survey control.
 MN0605
 MN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0605.See file dsdata.pdf to determine how the superseded data were derived.
 MN0605
 MN0605_MARKER: DS = TRIANGULATION STATION DISK
 MN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0605_STAMPING: CITY 1963
 MN0605_MARK LOGO: CGS
 MN0605_PROJECTION: FLUSH
 MN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0605+STABILITY: SURFACE MOTION
 MN0605
 MN0605  HISTORY     - Date     Condition        Report By
 MN0605  HISTORY     - 1963     MONUMENTED       CGS
 MN0605
 MN0605                          STATION DESCRIPTION
 MN0605
 MN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0605'THE STATION IS AT THE NORTHWEST EDGE OF KIMBALL JUST EAST OF
 MN0605'STEELS JUNK YARD.
 MN0605'
 MN0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0605'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON STATE HIGHWAY 71 FOR
 MN0605'0.3 MILE TO A CROSS-STREET, SIGN STEELS JUNK YARD, JUST AFTER
 MN0605'GOING UNDER AN OVERPASS. TURN LEFT AND GO 0.25 MILE WEST TO
 MN0605'THE ENTRANCE TO THE JUNK YARD.  TURN RIGHT AND GO NORTH ON A
 MN0605'TRACK ROAD ON THE EAST SIDE OF A FENCE FOR 0.05 MILE TO THE
 MN0605'STATION.
 MN0605'
 MN0605'STATION MARKS ARE STANDARD DISKS STAMPED CITY 1963.  THE SURFACE
 MN0605'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0605'OF THE GROUND.  IT IS 141 FEET NORTH OF THE JUNCTION OF THE
 MN0605'TRACK ROAD AND THE STREET, 25 FEET EAST OF THE CENTER OF THE
 MN0605'TRACK ROAD, 35 FEET EAST OF THE WITNESS POST, AND 36 FEET EAST
 MN0605'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0605'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0605'
 MN0605'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CITY NO 1 1963,
 MN0605'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0605'IS 104 FEET NORTH OF THE CENTER OF THE STREET, 48 FEET SOUTH
 MN0605'OF A WITNESS POST, 10 FEET WEST OF THE CENTER OF A TRACK ROAD,
 MN0605'AND 1 FOOT EAST OF THE FENCE.
 MN0605'
 MN0605'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CITY NO 2 1963,
 MN0605'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0605'IS 62 FEET NORTH OF A WITNESS POST, 10 FEET WEST OF THE CENTER
 MN0605'OF THE TRACK ROAD, AND 1 FOOT EAST OF THE FENCE.
 MN0605'
 MN0605'AZIMUTH MARK, A STANDARD DISK STAMPED CITY 1963, IS SET IN A
 MN0605'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 33.5 FEET
 MN0605'SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET SOUTHWEST OF
 MN0605'A TELEPHONE POLE, AND 2.5 FEET EAST OF A WITNESS POST.
 MN0605'
 MN0605'*TO REACH THE AZIMUTH MARK FROM THE CROSS-STREET, GO NORTH ON
 MN0605'STATE HIGHWAY 71 FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN
 MN0605'RIGHT AND GO EAST ON A GRADED ROAD FOR 0.2 MILE TO THE AZIMUTH
 MN0605'ON THE RIGHT.
 MN0605'
 MN0605'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0275 ***********************************************************************
 MN0275  DESIGNATION -  CITY BM
 MN0275  PID         -  MN0275
 MN0275  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0275  COUNTRY     -  US
 MN0275  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0275
 MN0275                         *CURRENT SURVEY CONTROL
 MN0275  ______________________________________________________________________
 MN0275* NAD 83(1986) POSITION- 41 49 18.     (N) 103 39 37.     (W)   SCALED
 MN0275* NAVD 88 ORTHO HEIGHT -  1192.890 (meters)     3913.67  (feet) ADJUSTED
 MN0275  ______________________________________________________________________
 MN0275  GEOID HEIGHT    -        -19.016 (meters)                     GEOID18
 MN0275  DYNAMIC HEIGHT  -       1192.113 (meters)     3911.12  (feet) COMP
 MN0275  MODELED GRAVITY -    979,930.6   (mgal)                       NAVD 88
 MN0275
 MN0275  VERT ORDER      -  SECOND    CLASS 0
 MN0275
 MN0275.The horizontal coordinates were scaled from a map and have
 MN0275.an estimated accuracy of +/- 6 seconds.
 MN0275
 MN0275.The orthometric height was determined by differential leveling and
 MN0275.adjusted by the NATIONAL GEODETIC SURVEY
 MN0275.in June 1991.
 MN0275
 MN0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0275.GEOID18 height accuracy estimate available here.
 MN0275
 MN0275.Click photographs - Photos may exist for this station.
 MN0275
 MN0275.The dynamic height is computed by dividing the NAVD 88
 MN0275.geopotential number by the normal gravity value computed on the
 MN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0275.degrees latitude (g = 980.6199 gals.).
 MN0275
 MN0275.The modeled gravity was interpolated from observed gravity values.
 MN0275
 MN0275;                    North         East    Units  Estimated Accuracy
 MN0275;SPC NE       -   227,190.      196,090.      MT  (+/- 180 meters Scaled)
 MN0275
 MN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG112308(NAD 83)
 MN0275
 MN0275                          SUPERSEDED SURVEY CONTROL
 MN0275
 MN0275  NGVD 29 (??/??/92) 1192.233  (m)         3911.52   (f) ADJ UNCH    2 0
 MN0275
 MN0275.Superseded values are not recommended for survey control.
 MN0275
 MN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0275.See file dsdata.pdf to determine how the superseded data were derived.
 MN0275
 MN0275_MARKER: B = BOLT
 MN0275_SETTING: 0 = UNSPECIFIED SETTING
 MN0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0275
 MN0275  HISTORY     - Date     Condition        Report By
 MN0275  HISTORY     - UNK      MONUMENTED       CGS
 MN0275  HISTORY     - 1934     GOOD             CGS
 MN0275  HISTORY     - 20030724 MARK NOT FOUND   NGS
 MN0275
 MN0275                          STATION DESCRIPTION
 MN0275
 MN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0275'AT GERING.
 MN0275'AT GERING, SCOTTS BLUFF COUNTY, AT THE INTERSECTION OF THE CENTER
 MN0275'LINES OF M AND TENTH STREETS, AND IN THE PAVEMENT.  THE TOP OF
 MN0275'AN IRON BOLT.
 MN0275
 MN0275                          STATION RECOVERY (2003)
 MN0275
 MN0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0275'INTERSECTION HAS BEEN REPAVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DM4132 ***********************************************************************
 DM4132  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4132  DESIGNATION -  CITY OF NORFOLK CORS ARP
 DM4132  CORS_ID     -  NENF
 DM4132  PID         -  DM4132
 DM4132  STATE/COUNTY-  NE/MADISON
 DM4132  COUNTRY     -  US
 DM4132  USGS QUAD   -  NORFOLK (2017)
 DM4132
 DM4132                         *CURRENT SURVEY CONTROL
 DM4132  ______________________________________________________________________
 DM4132* NAD 83(2011) POSITION- 42 02 13.00541(N) 097 24 39.17561(W)   ADJUSTED
 DM4132* NAD 83(2011) ELLIP HT-   444.844 (meters)        (06/??/19)   ADJUSTED
 DM4132* NAD 83(2011) EPOCH   -  2010.00
 DM4132  ______________________________________________________________________
 DM4132  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 DM4132  NAD 83(2011) X  -   -611,974.943 (meters)                     COMP
 DM4132  NAD 83(2011) Y  - -4,704,949.448 (meters)                     COMP
 DM4132  NAD 83(2011) Z  -  4,248,950.481 (meters)                     COMP
 DM4132
 DM4132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4132  Standards:
 DM4132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4132  -------------------------------------------------------------------
 DM4132  NETWORK    0.20   0.52           0.07   0.09   0.27      0.16646300
 DM4132  -------------------------------------------------------------------
 DM4132
 DM4132.The coordinates were established by GPS observations
 DM4132.and adjusted by the National Geodetic Survey in June 2019.
 DM4132
 DM4132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4132.been affixed to the stable North American Tectonic Plate. 
 DM4132
 DM4132.The coordinates are valid at the epoch date displayed above
 DM4132.which is a decimal equivalence of Year/Month/Day.
 DM4132
 DM4132.Due to the release of the International GNSS Service (IGS) 2014
 DM4132.realization of the International Terrestrial Reference Frame of 2014
 DM4132.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM4132.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM4132.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM4132.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM4132.currently published epoch of 2010.00.
 DM4132
 DM4132.Additional information on MYCS2 is available at
 DM4132.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM4132
 DM4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4132.GEOID18 height accuracy estimate available here.
 DM4132
 DM4132.The PID for the CORS L1 Phase Center is DR7777.
 DM4132
 DM4132.Click photographs - Photos may exist for this station.
 DM4132
 DM4132.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4132
 DM4132.The ellipsoidal height was determined by GPS observations
 DM4132.and is referenced to NAD 83.
 DM4132
 DM4132. The following values were computed from the NAD 83(2011) position.
 DM4132
 DM4132;                    North         East     Units Scale Factor Converg.
 DM4132;SPC NE       -   247,869.322   714,290.232   MT  0.99970150   +1 42 56.9
 DM4132;SPC NE       -   813,217.93  2,343,467.20   sFT  0.99970150   +1 42 56.9
 DM4132;UTM  14      - 4,655,099.872   631,532.581   MT  0.99981288   +1 03 51.3
 DM4132
 DM4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4132!SPC NE       -   0.99993024  x   0.99970150  =   0.99963176
 DM4132!UTM  14      -   0.99993024  x   0.99981288  =   0.99974313
 DM4132
 DM4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3153255099(NAD 83)
 DM4132
 DM4132                          SUPERSEDED SURVEY CONTROL
 DM4132
 DM4132  NAD 83(2011)-  42 02 13.00543(N)    097 24 39.17554(W) AD(2010.00) c
 DM4132  ELLIP H (08/??/11)  444.836  (m)                       GP(2010.00) c c
 DM4132  NAD 83(CORS)-  42 02 13.00539(N)    097 24 39.17651(W) AD(2002.00) c
 DM4132  ELLIP H (11/??/10)  444.843  (m)                       GP(2002.00) c c
 DM4132
 DM4132.Superseded values are not recommended for survey control.
 DM4132
 DM4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4132.See file dsdata.pdf to determine how the superseded data were derived.
 DM4132
 DM4132_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4132
 DM4132                          STATION DESCRIPTION
 DM4132
 DM4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM4132'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM4132'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM4132'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM4132'https://geodesy.noaa.gov/CORS/data.shtml
 DM4132'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1173 ***********************************************************************
 LH1173  DESIGNATION -  CLARA RESET
 LH1173  PID         -  LH1173
 LH1173  STATE/COUNTY-  NE/NUCKOLLS
 LH1173  COUNTRY     -  US
 LH1173  USGS QUAD   -  MOUNT CLARE (2017)
 LH1173
 LH1173                         *CURRENT SURVEY CONTROL
 LH1173  ______________________________________________________________________
 LH1173* NAD 83(1995) POSITION- 40 11 41.08868(N) 098 13 06.03966(W)   ADJUSTED
 LH1173* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 LH1173  ______________________________________________________________________
 LH1173  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 LH1173  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 LH1173  HORZ ORDER      -  SECOND
 LH1173
 LH1173.The horizontal coordinates were established by classical geodetic methods
 LH1173.and adjusted by the National Geodetic Survey in August 1997.
 LH1173
 LH1173.The orthometric height was scaled from a topographic map.
 LH1173
 LH1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1173.GEOID18 height accuracy estimate available here.
 LH1173
 LH1173.Click photographs - Photos may exist for this station.
 LH1173
 LH1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1173
 LH1173. The following values were computed from the NAD 83(1995) position.
 LH1173
 LH1173;                    North         East     Units Scale Factor Converg.
 LH1173;SPC NE       -    41,692.285   651,686.123   MT  0.99991765   +1 10 50.5
 LH1173;SPC NE       -   136,785.44  2,138,073.56   sFT  0.99991765   +1 10 50.5
 LH1173;UTM  14      - 4,449,665.487   566,532.307   MT  0.99965449   +0 30 16.2
 LH1173
 LH1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1173!SPC NE       -   0.99991324  x   0.99991765  =   0.99983090
 LH1173!UTM  14      -   0.99991324  x   0.99965449  =   0.99956776
 LH1173
 LH1173:                Primary Azimuth Mark                     Grid Az
 LH1173:SPC NE       -  CLARA AZ MK                              177 58 05.8
 LH1173:UTM  14      -  CLARA AZ MK                              178 38 40.1
 LH1173
 LH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6653249665(NAD 83)
 LH1173
 LH1173|---------------------------------------------------------------------|
 LH1173| PID    Reference Object                     Distance      Geod. Az  |
 LH1173|                                                           dddmmss.s |
 LH1173| LH1166 NELSON MUNICIPAL TANK               APPROX.12.4 KM 0851852.3 |
 LH1173| CN8113 CLARA RM 1                           17.428 METERS 08640     |
 LH1173| CN8112 CLARA AZ MK                                        1790856.3 |
 LH1173| CN8114 CLARA RM 2                           19.370 METERS 18006     |
 LH1173| CN8115 CLARA RM 3                           19.315 METERS 18015     |
 LH1173| LH1185 LAWRENCE MUNICIPAL TANK             APPROX.11.2 KM 3412108.0 |
 LH1173|---------------------------------------------------------------------|
 LH1173
 LH1173                          SUPERSEDED SURVEY CONTROL
 LH1173
 LH1173  NAD 83(1986)-  40 11 41.09509(N)    098 13 06.03959(W) AD(       ) 2
 LH1173  NAD 27      -  40 11 41.04700(N)    098 13 04.86400(W) AD(       ) 2
 LH1173
 LH1173.Superseded values are not recommended for survey control.
 LH1173
 LH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1173.See file dsdata.pdf to determine how the superseded data were derived.
 LH1173
 LH1173_MARKER: DS = TRIANGULATION STATION DISK
 LH1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1173
 LH1173  HISTORY     - Date     Condition        Report By
 LH1173  HISTORY     - 1947     MONUMENTED       CGS
 LH1173  HISTORY     - 1975     GOOD             NGS
 LH1173
 LH1173                          STATION DESCRIPTION
 LH1173
 LH1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1173'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF NELSON, 0.8 MILE
 LH1173'NORTH OF MOUNT CLARE, 26 FEET WEST OF THE CENTER OF A GRADED ROAD,
 LH1173'AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH WITH
 LH1173'THE GROUND AND IS STAMPED CLARA 1947.
 LH1173'
 LH1173'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF A GRADED ROAD
 LH1173'AND 1 FOOT WEST OF A FENCE LINE.  IT PROJECTS 4 INCHES AND IS
 LH1173'STAMPED CLARA NO 1 1947.
 LH1173'
 LH1173'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF A GRADED
 LH1173'ROAD AND 3 FEET EAST OF A FENCE LINE.  IT IS SET FLUSH WITH THE
 LH1173'GROUND AND IS STAMPED CLARA NO 2 1947.
 LH1173'
 LH1173'AZIMUTH MARK IS 0.2 MILE NORTH OF A SCHOOL BUILDING, 120 FEET EAST
 LH1173'OF A FARM HOME, 37 FEET EAST OF THE CENTER OF A GRADED ROAD AND 4
 LH1173'FEET NORTH-NORTHWEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND
 LH1173'IS STAMPED CLARA 1947.
 LH1173'
 LH1173'TO REACH THE STATION FROM THE MOUNT CLARE SCHOOL BUILDING, AT THE
 LH1173'EAST EDGE OF THE TOWN OF MOUNT CLARE, GO NORTH ON GRADED ROAD FOR
 LH1173'0.2 MILE TO A FARM HOME ON THE LEFT AND THE AZIMUTH MARK ON THE
 LH1173'RIGHT, CONTINUE NORTH ON GRADED ROAD FOR 0.6 MILE TO THE STATION
 LH1173'ON THE LEFT AS DESCRIBED.
 LH1173'
 LH1173'A 74 FOOT SIGNAL AT BANGERT IS VISIBLE AT 4 FEET.
 LH1173'
 LH1173'A 74 FOOT SIGNAL AT JACKSON IS VISIBLE AT 4 FEET.
 LH1173'
 LH1173'AN 87 FOOT SIGNAL AT SKULLY IS VISIBLE AT 4 FEET.
 LH1173'
 LH1173'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1173
 LH1173                          STATION RECOVERY (1975)
 LH1173
 LH1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1173'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 LH1173'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION WAS
 LH1173'FOUND TILTED OUT OF POSITION, REFERENCE MARK 2 WAS FOUND CHIPPED
 LH1173'AND THE DISK SHEARED OFF.  THE MOUNT CLARA SCHOOL BUILDING AND THE
 LH1173'HOUSE AT THE AZIMUTH MARK THAT WERE MENTIONED IN THE 1947
 LH1173'DESCRIPTION HAVE BEEN RAZED.  A SURFACE STATION MARK WAS SET
 LH1173'DIRECTLY ABOVE THE UNDERGROUND STATION MARK AND REFERENCE
 LH1173'MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK
 LH1173'1 CHECKED THE PREVIOUS DISTANCE AND THE DIRECTION MISSED THE
 LH1173'PREVIOUS DIRECTION 3 MINUTES AND 14 SECONDS AND THE ANGLE
 LH1173'BETWEEN THE NELSON WATER TANK AND THE AZIMUTH MARK COMPARED
 LH1173'FAVORABLY WITH THE PREVIOUS ANGLE.  FOLLOW IS A NEW COMPLETE
 LH1173'DESCRIPTION--
 LH1173'
 LH1173'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF NELSON, 0.8 MILE
 LH1173'NORTH OF THE OLD VILLAGE OF MOUNT CLARA AND ON THE WEST RIGHT-OF-WAY
 LH1173'OF A COUNTY ROAD.
 LH1173'
 LH1173'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CLARA 1947
 LH1173'1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LH1173'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER OF
 LH1173'A GRAVELED ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND 1
 LH1173'FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE UNDERGROUND DISK IS
 LH1173'STAMPED CLARA 1947 AN IN AN IRREGULAR MASS OF CONCRETE ABOUT 34
 LH1173'INCHES BELOW THE GROUND SURFACE.
 LH1173'
 LH1173'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARA NO 1 1947, SET IN
 LH1173'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LH1173'THE GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF THE
 LH1173'GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 LH1173'
 LH1173'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLARA 1947 NO 3 1975,
 LH1173'CEMENTED IN A DRILL HOLE IN THE TOP OF THE OLD REFERENCE MARK 2
 LH1173'CONCRETE MONUMENT.  IT IS 26 FEET WEST OF THE CENTER OF THE
 LH1173'GRAVELED ROAD AND 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE, AND
 LH1173'FLUSH WITH THE GROUND SURFACE.
 LH1173'
 LH1173'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLARA 1947, SET IN THE
 LH1173'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1173'GROUND SURFACE.  IT IS 34 FEET EAST OF THE CENTER OF THE GRAVELED
 LH1173'ROAD, 1.5 FEET WEST OF A NORTH-SOUTH FENCELINE, 1 FOOT WEST OF A
 LH1173'METAL WITNESS POST AND AT AN OLD FIELD APPROACH.
 LH1173'
 LH1173'TO REACH THE STATION FROM THE ROAD INTERSECTION AT THE EAST EDGE OF
 LH1173'THE VILLAGE OF MOUNT CLARA, (GRAIN ELEVATOR AND SEVERAL BUILDINGS)
 LH1173'GO NORTH ON A GRAVELED COUNTY ROAD FOR 0.25 MILE TO THE AZIMUTH
 LH1173'MARK ON THE RIGHT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.55
 LH1173'MILE TO THE STATION ON THE LEFT.
 LH1173'
 LH1173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.0 MILES
 LH1173'WEST OF NELSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0420 ***********************************************************************
 LG0420  DESIGNATION -  CLARK
 LG0420  PID         -  LG0420
 LG0420  STATE/COUNTY-  NE/SALINE
 LG0420  COUNTRY     -  US
 LG0420  USGS QUAD   -  DORCHESTER (2017)
 LG0420
 LG0420                         *CURRENT SURVEY CONTROL
 LG0420  ______________________________________________________________________
 LG0420* NAD 83(1995) POSITION- 40 38 40.57748(N) 097 06 48.90602(W)   ADJUSTED
 LG0420* NAD 83(1995) ELLIP HT-   425.532 (meters)        (06/27/02)   ADJUSTED
 LG0420* NAVD 88 ORTHO HEIGHT -   452.572 (meters)     1484.81  (feet) ADJUSTED
 LG0420  ______________________________________________________________________
 LG0420  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 LG0420  NAD 83(1995) X  -   -600,201.338 (meters)                     COMP
 LG0420  NAD 83(1995) Y  - -4,809,406.824 (meters)                     COMP
 LG0420  NAD 83(1995) Z  -  4,132,834.294 (meters)                     COMP
 LG0420  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 LG0420  DYNAMIC HEIGHT  -        452.321 (meters)     1483.99  (feet) COMP
 LG0420  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 LG0420
 LG0420  HORZ ORDER      -  FIRST
 LG0420  VERT ORDER      -  FIRST     CLASS II
 LG0420  ELLP ORDER      -  FOURTH    CLASS I
 LG0420
 LG0420.The horizontal coordinates were established by classical geodetic methods
 LG0420.and adjusted by the National Geodetic Survey in August 1997.
 LG0420
 LG0420.The orthometric height was determined by differential leveling and
 LG0420.adjusted by the NATIONAL GEODETIC SURVEY
 LG0420.in June 1991.
 LG0420
 LG0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0420.GEOID18 height accuracy estimate available here.
 LG0420
 LG0420.Click photographs - Photos may exist for this station.
 LG0420
 LG0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0420
 LG0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0420
 LG0420.The ellipsoidal height was determined by GPS observations
 LG0420.and is referenced to NAD 83.
 LG0420
 LG0420.The dynamic height is computed by dividing the NAVD 88
 LG0420.geopotential number by the normal gravity value computed on the
 LG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0420.degrees latitude (g = 980.6199 gals.).
 LG0420
 LG0420.The modeled gravity was interpolated from observed gravity values.
 LG0420
 LG0420. The following values were computed from the NAD 83(1995) position.
 LG0420
 LG0420;                    North         East     Units Scale Factor Converg.
 LG0420;SPC NE       -    94,148.878   744,047.456   MT  0.99977062   +1 54 46.1
 LG0420;SPC NE       -   308,886.78  2,441,095.70   sFT  0.99977062   +1 54 46.1
 LG0420;UTM  14      - 4,501,016.716   659,503.917   MT  0.99991316   +1 13 44.4
 LG0420
 LG0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0420!SPC NE       -   0.99993325  x   0.99977062  =   0.99970389
 LG0420!UTM  14      -   0.99993325  x   0.99991316  =   0.99984642
 LG0420
 LG0420:                Primary Azimuth Mark                     Grid Az
 LG0420:SPC NE       -  HAINES RESET                             084 58 59.6
 LG0420:UTM  14      -  HAINES RESET                             085 40 01.3
 LG0420
 LG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5950301016(NAD 83)
 LG0420
 LG0420|---------------------------------------------------------------------|
 LG0420| PID    Reference Object                     Distance      Geod. Az  |
 LG0420|                                                           dddmmss.s |
 LG0420| LG0764 MILFORD MUNICIPAL TANK              APPROX.15.0 KM 0180155.6 |
 LG0420| LG1298 HAINES RESET                        APPROX.20.3 KM 0865345.7 |
 LG0420| CN8118 CLARK RM 3                           20.898 METERS 08756     |
 LG0420| LG0421 CLARK RM 1                           34.622 METERS 17844     |
 LG0420| LG0790 EXETER TANK                         APPROX.28.6 KM 2695050.8 |
 LG0420| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.14.8 KM 2730232.1 |
 LG0420| LG0786 FRIEND STANDPIPE                    APPROX.14.7 KM 2751114.9 |
 LG0420| LG0742 CLARK AZ MK                                        2880919.4 |
 LG0420| LG1288 CLARK AZ MK 2                                      2892238.7 |
 LG0420| LG0741 CLARK RM 2                           40.928 METERS 30915     |
 LG0420| LG0775 DORCHESTER MUNICIPAL TANK           209.884 METERS 34436     |
 LG0420|---------------------------------------------------------------------|
 LG0420
 LG0420                          SUPERSEDED SURVEY CONTROL
 LG0420
 LG0420  ELLIP H (08/18/97)  425.536  (m)                       GP(       ) 4 1
 LG0420  NAD 83(1986)-  40 38 40.58512(N)    097 06 48.90611(W) AD(       ) 1
 LG0420  NAD 27      -  40 38 40.56500(N)    097 06 47.77100(W) AD(       ) 1
 LG0420  NGVD 29 (??/??/92)  452.410  (m)         1484.28   (f) ADJ UNCH    1 2
 LG0420  NGVD 29             452.36   (m)         1484.1    (f) LEVELING    3  
 LG0420
 LG0420.Superseded values are not recommended for survey control.
 LG0420
 LG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0420.See file dsdata.pdf to determine how the superseded data were derived.
 LG0420
 LG0420_MARKER: DS = TRIANGULATION STATION DISK
 LG0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0420_STAMPING: CLARK 1935
 LG0420_MARK LOGO: CGS
 LG0420_PROJECTION: PROJECTING 30 CENTIMETERS
 LG0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0420+STABILITY: SURFACE MOTION
 LG0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0420+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2020
 LG0420
 LG0420  HISTORY     - Date     Condition        Report By
 LG0420  HISTORY     - 1935     MONUMENTED       CGS
 LG0420  HISTORY     - 1940     GOOD             CGS
 LG0420  HISTORY     - 1941     GOOD             CGS
 LG0420  HISTORY     - 1947     GOOD             CGS
 LG0420  HISTORY     - 1961     GOOD             CGS
 LG0420  HISTORY     - 1975     GOOD             NEDR
 LG0420  HISTORY     - 19890315 GOOD             NGS
 LG0420  HISTORY     - 19911008 GOOD             NGS
 LG0420  HISTORY     - 20200210 GOOD             NEGS
 LG0420
 LG0420                          STATION DESCRIPTION
 LG0420
 LG0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0420'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 20, T. 8 N., R. 3 E.,
 LG0420'IN THE TOWN OF DORCHESTER ON THE SOUTH SIDE OF THE RAILROAD TRACKS, ON
 LG0420'LAND OWNED BY W.C. CLARK.
 LG0420'
 LG0420'REACHED FROM DORCHESTER POST OFFICE BY GOING SOUTH ON MAIN STREET FOR
 LG0420'0.15 MILE OR ABOUT 200 FEET PAST THE RAILROAD TRACKS.  MARK IS SET 3
 LG0420'FEET WEST OF NORTH-SOUTH FENCE, 50 FEET SOUTH OF FENCE CORNER, AND 28
 LG0420'FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH ROAD
 LG0420'
 LG0420'REFERENCE MARK NO. 1 IS 113.60 FEET (34.624 METERS) SOUTH OF STATION
 LG0420'IN FENCE LINE AND 25 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 LG0420'
 LG0420'REFERENCE MARK NO. 2 IS 134.28 FEET (40.928 METERS) NORTHWEST OF
 LG0420'STATION, 1 FOOT SOUTH OF EAST-WEST FENCE, AND 25 FEET SOUTH OF
 LG0420'CENTERLINE OF EAST-WEST ROAD.
 LG0420'
 LG0420'AZIMUTH MARK IS 0.2 MILE WEST OF STATION IN EAST-WEST FENCE LINE, AND
 LG0420'25 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD WHICH PARALLELS RAILROAD
 LG0420'TRACKS.
 LG0420'
 LG0420'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0420
 LG0420                          STATION RECOVERY (1940)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 LG0420'STATION IS IN THE TOWN OF DORCHESTER, IN THE SOUTHWEST QUARTER SEC.
 LG0420'20, T. 8 N., R. 3 E., ON SOUTH SIDE OF TRACKS, ON LAND OWNED BY W.C.
 LG0420'CLARK.
 LG0420'
 LG0420'TO REACH FROM POST OFFICE AT DORCHESTER, GO SOUTH ON MAIN STREET FOR
 LG0420'0.15 MILE.  STATION IS 221 FEET SOUTH OF CENTERLINE OF RAILROAD TRACK,
 LG0420'92 FEET SOUTHWEST OF CENTER OF INTERSECTION OF T-ROAD TO THE WEST, 34
 LG0420'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, AND 3.0 FEET SOUTH OF 4-
 LG0420'BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 LG0420'0.8 FOOT, STAMPED CLARK 1935.
 LG0420'
 LG0420'UNDERGROUND STATION MARK, STAMPED CLARK 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 1 IS 113.60 FEET (34.624 METERS) SOUTH OF STATION,
 LG0420'325 FEET SOUTH OF CENTERLINE OF RAILROAD TRACK, 30 FEET WEST OF
 LG0420'CENTERLINE OF NORTH-SOUTH ROAD AND 3.0 FEET SOUTH OF 4- BY 4-INCH
 LG0420'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.6 FOOT,
 LG0420'STAMPED CLARK NO. 1 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 2 IS 134.28 FEET (40.928 METERS) NORTHWEST OF
 LG0420'STATION, 161 FEET SOUTH OF CENTERLINE OF RAILROAD TRACK, 141 FEET WEST
 LG0420'OF CENTER OF INTERSECTION OF T-ROAD, 24 FEET SOUTH OF CENTERLINE OF
 LG0420'EAST-WEST ROAD, AND 3.0 FEET WEST OF 4- BY 4-INCH WHITE WOODEN POST
 LG0420'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.6 FOOT, STAMPED CLARK NO. 2
 LG0420'1935.
 LG0420'
 LG0420'AZIMUTH MARK IS 0.2 MILE WEST OF STATION, 160 FEET SOUTH OF CENTERLINE
 LG0420'OF MAIN TRACK, 151 FEET SOUTHWEST OF SOUTHWEST LEG OF RAILROAD WATER
 LG0420'TANK, 27.6 FEET SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD WHICH RUNS
 LG0420'PARALLEL WITH RAILROAD, AND 3.0 FEET EAST OF 4- BY 4-INCH WHITE WOODEN
 LG0420'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.8 FOOT, STAMPED CLARK
 LG0420'1935.
 LG0420'
 LG0420'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0420
 LG0420                          STATION RECOVERY (1941)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (DTG)
 LG0420'DUE TO HIGHWAY CONSTRUCTION, IT WAS NECESSARY TO LOWER REFERENCE
 LG0420'MARK NO. 2 AND REMOVE THE AZIMUTH MARK.  REFERENCE MARK 2 WAS
 LG0420'LOWERED VERTICALLY 2.9 FEET.  THE AZIMUTH MARK 24 FEET TO THE
 LG0420'RIGHT OF STATE ROADS STATION 140 PLUS 00 WAS DESTROYED.
 LG0420'
 LG0420'THE STATION MARK STAMPED CLARK 1935 WAS NOT DISTURBED.
 LG0420
 LG0420                          STATION RECOVERY (1947)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0420'THE STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE IN
 LG0420'GOOD CONDITION.  REFERENCE MARK NO. 2 AND AZIMUTH MARK COULD NOT BE
 LG0420'RECOVERED, IT IS BELIEVED THAT THEY HAVE BEEN DESTROYED BY ROAD
 LG0420'CONSTRUCTION.  A REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WAS
 LG0420'ESTABLISHED.
 LG0420'
 LG0420'A COMPLETE DESCRIPTION FOLLOWS.
 LG0420'
 LG0420'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE TOWN OF DORCHESTER.
 LG0420'74 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 33, 34 FEET WEST OF
 LG0420'THE CENTER OF A GRAVELED ROAD AND 3 FEET SOUTH OF A WITNESS POST.  IT
 LG0420'PROJECTS 6 INCHES.  IT IS STAMPED CLARK 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED FIELD, 33
 LG0420'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH-SOUTHWEST OF
 LG0420'A SMALL BOX ELDER TREE, AND 3 FEET SOUTH OF A WITNESS POST.  IT
 LG0420'PROJECTS 4 INCHES AND IS STAMPED CLARK NO. 1 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 3 IS 36 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 LG0420'34 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 33, 11 FEET
 LG0420'NORTH-NORTHEAST OF A POWER LINE POLE, AND 2 FEET NORTH OF A FENCE
 LG0420'CORNER.  IT PROJECTS 6 INCHES AND IS STAMPED CLARK NO. 3 1947.
 LG0420'
 LG0420'AZIMUTH MARK IS 0.35 MILE WEST-NORTHWEST OF THE STATION.  96 FEET
 LG0420'NORTH OF THE CENTER OF STATE HIGHWAY NO. 33, 52 FEET SOUTH OF THE
 LG0420'SOUTH RAIL OF A RAILROAD, 4.5 FEET EAST OF A TELEPHONE POLE, AND 2
 LG0420'FEET EAST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 LG0420'CLARK 1947.
 LG0420'
 LG0420'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO SOUTH ON
 LG0420'THE MAIN STREET FOR 0.15 MILE, OR ABOUT 200 FEET SOUTH OF A RAILROAD
 LG0420'CROSSING, TO THE STATION AS DESCIRBED.
 LG0420'
 LG0420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 LG0420'NO. 33 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG0420'
 LG0420'AN 87 FOOT SIGNAL AT ZALESKY 1935 IS VISIBLE AT 10 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 27 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT TABOR IS VISIBLE AT 10 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 37 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT DUBA IS VISIBLE AT 37 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT MILLS IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT WEST IS VISIBLE AT 24 FEET.
 LG0420'
 LG0420'HEIGHT OF LIGHTS ABOVE STATION, 26 METERS.
 LG0420
 LG0420                          STATION RECOVERY (1961)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0420'AT DORCHESTER.  0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 LG0420'AT DORCHESTER, 113.6 FEET NORTH OF REFERENCE MARK 1, 82 FEET SOUTHWEST
 LG0420'OF THE CENTER OF A ROAD CROSSING, 43.8 FEET SOUTH OF A POWER POLE WITH
 LG0420'ONE GUY WIRE, 32.2 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1.4 FEET
 LG0420'SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE ROAD
 LG0420'CROSSING, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 LG0420
 LG0420                          STATION RECOVERY (1975)
 LG0420
 LG0420'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 LG0420'REFER TO CGS QUAD 400971 PAGE 1011 STATION FOUND IN GOOD CONDITION AS
 LG0420'DESCRIBED.  AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
 LG0420
 LG0420                          STATION RECOVERY (1989)
 LG0420
 LG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0420'THE STATION IS LOCATED IN THE SOUTH EDGE OF DORCHESTER AND SOUTH OF
 LG0420'STATE HIGHWAY 33, IN THE EAST SIDE OF A LARGE CHURCH LAWN, ON THE ROAD
 LG0420'RIGHT-OF-WAY.  ONWERSHIP--NE DEPT OF ROADS.
 LG0420'
 LG0420'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DORCHESTER, GO SOUTH
 LG0420'ON WASHINGTON STREET FOR 0.40 KM (0.25 MI) TO ITS JUNCTION WITH STATE
 LG0420'HIGHWAY 33.  CONTINUE AHEAD ACROSS STATE HIGHWAY 33 TO THE STATION ON
 LG0420'THE RIGHT.
 LG0420'
 LG0420'THE STATION IS PROJECTING 20 CM AND ABOUT 1.5 M (4.9 FT) BELOW THE
 LG0420'ROAD LEVEL.  IT IS 19.5 M (64.0 FT) SOUTH OF THE APPROXIMATE CENTER OF
 LG0420'THE EASTBOUND LANE, 16.2 M (53.1 FT) NORTH OF THE APPROXIMATE CENTER
 LG0420'OF A GRAVEL DRIVE LEADING TO A CHURCH BULIDING, 11.2 M (36.7 FT) WEST
 LG0420'OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 0.5 M (1.6 FT) SOUTH OF A
 LG0420'METAL WITNESS POST.  DESCRIBED BY R.D.BALL.
 LG0420
 LG0420                          STATION RECOVERY (1991)
 LG0420
 LG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0420'13.5 KM (8.40 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0420'IN CRETE, 26.7 M (87.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.0 M
 LG0420'(52.5 FT) NORTH OF THE CENTER OF A DRIVEWAY, 11.8 M (38.7 FT) WEST OF
 LG0420'THE CENTER OF WASHINGTON AVENUE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LG0420'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LG0420'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 LG0420
 LG0420                          STATION RECOVERY (2020)
 LG0420
 LG0420'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (SB)
 LG0420'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 LG0420'HIGHWAY 33 AND WASHINGTON AVENUE IN DORCHESTER, NEBRASKA, 52.5 FT
 LG0420'(16.0 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY WEST TO SALINE COUNTY
 LG0420'MUSEUM AND 1.6 FT (0.5 M) SOUTH OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1738 ***********************************************************************
 NM1738  DESIGNATION -  CLARK
 NM1738  PID         -  NM1738
 NM1738  STATE/COUNTY-  NE/DIXON
 NM1738  COUNTRY     -  US
 NM1738  USGS QUAD   -  CONCORD (2017)
 NM1738
 NM1738                         *CURRENT SURVEY CONTROL
 NM1738  ______________________________________________________________________
 NM1738* NAD 83(1995) POSITION- 42 27 02.04517(N) 096 57 23.83158(W)   ADJUSTED
 NM1738* NAVD 88 ORTHO HEIGHT -   497.    (meters)     1631.    (feet) SCALED
 NM1738  ______________________________________________________________________
 NM1738  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 NM1738  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 NM1738  HORZ ORDER      -  FIRST
 NM1738
 NM1738.The horizontal coordinates were established by classical geodetic methods
 NM1738.and adjusted by the National Geodetic Survey in August 1997.
 NM1738
 NM1738.The orthometric height was scaled from a topographic map.
 NM1738
 NM1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1738.GEOID18 height accuracy estimate available here.
 NM1738
 NM1738.Click photographs - Photos may exist for this station.
 NM1738
 NM1738.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1738
 NM1738. The following values were computed from the NAD 83(1995) position.
 NM1738
 NM1738;                    North         East     Units Scale Factor Converg.
 NM1738;SPC NE       -   294,998.061   750,256.693   MT  0.99979465   +2 01 00.6
 NM1738;SPC NE       -   967,839.47  2,461,467.17   sFT  0.99979465   +2 01 00.6
 NM1738;UTM  14      - 4,701,827.087   668,032.057   MT  0.99994740   +1 22 46.2
 NM1738
 NM1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1738!SPC NE       -   0.99992596  x   0.99979465  =   0.99972063
 NM1738!UTM  14      -   0.99992596  x   0.99994740  =   0.99987337
 NM1738
 NM1738:                Primary Azimuth Mark                     Grid Az
 NM1738:SPC NE       -  ALLEN                                    139 15 34.9
 NM1738:UTM  14      -  ALLEN                                    139 53 49.3
 NM1738
 NM1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6803201827(NAD 83)
 NM1738
 NM1738|---------------------------------------------------------------------|
 NM1738| PID    Reference Object                     Distance      Geod. Az  |
 NM1738|                                                           dddmmss.s |
 NM1738| CO2879 CLARK AZ MK                                        0000557.7 |
 NM1738| CO2880 CLARK RM 1                                         04609     |
 NM1738| NM1735 ALLEN TANK                          APPROX. 9.8 KM 1123023.6 |
 NM1738| NM1737 ALLEN                               APPROX.14.1 KM 1411635.5 |
 NM1738| CO2881 CLARK RM 2                                         14834     |
 NM1738|---------------------------------------------------------------------|
 NM1738
 NM1738                          SUPERSEDED SURVEY CONTROL
 NM1738
 NM1738  NAD 83(1986)-  42 27 02.05079(N)    096 57 23.82623(W) AD(       ) 1
 NM1738  NAD 27      -  42 27 02.05400(N)    096 57 22.66900(W) AD(       ) 1
 NM1738
 NM1738.Superseded values are not recommended for survey control.
 NM1738
 NM1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1738.See file dsdata.pdf to determine how the superseded data were derived.
 NM1738
 NM1738_MARKER: DS = TRIANGULATION STATION DISK
 NM1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1738_STAMPING: CLARK 1940
 NM1738_MARK LOGO: CGS
 NM1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1738+STABILITY: SURFACE MOTION
 NM1738
 NM1738  HISTORY     - Date     Condition        Report By
 NM1738  HISTORY     - 1940     MONUMENTED       CGS
 NM1738  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1738
 NM1738                          STATION DESCRIPTION
 NM1738
 NM1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1738'STATION CLARK IS 6-1/4 MILES WEST-NORTHWEST OF ALLEN, 3 MILES
 NM1738'NORTHEAST OF DIXON, AND 0.15 MILE SOUTH OF THE NORTHWEST CORNER
 NM1738'OF SEC. 34, T. 29 N., R. 4 E., ON THE WEST SIDE OF A COUNTY
 NM1738'ROAD RIGHT-OF-WAY.
 NM1738'
 NM1738'TO REACH FROM LAUREL GO EAST ON U.S. HIGHWAY 20 FOR 7.4 MILES
 NM1738'AND CONTINUE EAST ON U.S. 20 AT INTERSECTION, WITH STATE
 NM1738'HIGHWAY 116, GO 2.0 MILES AND TURN RIGHT (SOUTH) OFF HIGHWAY
 NM1738'ONTO COUNTY ROAD, GO 0.35 MILE TO AZIMUTH MARK ON EAST SIDE OF
 NM1738'ROAD AT TOP OF SMALL HILL, CONTINUE SOUTH 0.8 MILE TO STATION
 NM1738'ON WEST SIDE OF ROAD AT TOP OF HILL.
 NM1738'
 NM1738'STATION MARK IS AT TOP OF HILL ON COUNTY ROAD RIGHT-OF-WAY,
 NM1738'0.15 MILE SOUTH OF CROSSROADS, 27 FEET WEST OF CENTERLINE OF
 NM1738'ROAD.  2.6 FEET EAST OF FENCE LINE.  2.6 FEET EAST OF WHITE
 NM1738'REFERENCE POST, IS STAMPED CLARK 1940, AND PROJECTS 6 INCHES.
 NM1738'UNDERGROUND MARK IS 36 INCHES BELOW SURFACE.
 NM1738'
 NM1738'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION ACROSS ROAD, ABOUT
 NM1738'LEVEL WITH STATION, 29 FEET EAST OF CENTERLINE OF ROAD, 8 INCHES
 NM1738'WEST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, IS STAMPED CLARK NO.
 NM1738'1 1940, AND PROJECTS 8 INCHES.
 NM1738'
 NM1738'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION ACROSS ROAD,
 NM1738'ABOUT LEVEL WITH STATION, 29 FEET EAST OF CENTERLINE OF ROAD,
 NM1738'6 INCHES WEST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, IS STAMPED
 NM1738'CLARK NO. 2 1940, AND PROJECTS 8 INCHES.
 NM1738'
 NM1738'AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF STATION, ON SAME
 NM1738'NORTH-SOUTH COUNTY ROAD, 37 FEET EAST OF CENTERLINE OF ROAD,
 NM1738'74 FEET NORTH OF CENTERLINE OF T-LANE LEADING EAST, 5 FEET
 NM1738'SOUTH OF FENCE CORNER, 9 INCHES EAST OF NORTH-SOUTH FENCE LINE,
 NM1738'3.6 FEET SOUTH OF WHITE REFERENCE POST, IS STAMPED CLARK 1940,
 NM1738'AND PROJECTS 4 INCHES.
 NM1738'
 NM1738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1738'DESCRIBED.
 NM1738'
 NM1738'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1738
 NM1738                          STATION RECOVERY (1966)
 NM1738
 NM1738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1738'AZIMUTH MARK WAS SEARCHED FOR, BUT WAS UNABLE TO FIND IT.  BELIEVED
 NM1738'TO BE DESTROYED DUE TO ROAD CONSTRUCTION.
 NM1738'
 NM1738'REVISED DESCRIPTION--AZIMUTH MARK IS ABOUT 0.8 MILE N OF STATION, ON
 NM1738'SAME N-S COUNTY ROAD, 37 FT. E OF CENTER OF T-LANE LEADING E, 5 FT.
 NM1738'S OF FENCE CORNER, 9 INCHES E OF N-S FENCE LINE AND 3.6 FT. S OF
 NM1738'WHITE REFERENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1288 ***********************************************************************
 LG1288  DESIGNATION -  CLARK AZ MK 2
 LG1288  PID         -  LG1288
 LG1288  STATE/COUNTY-  NE/SALINE
 LG1288  COUNTRY     -  US
 LG1288  USGS QUAD   -  DORCHESTER (2017)
 LG1288
 LG1288                         *CURRENT SURVEY CONTROL
 LG1288  ______________________________________________________________________
 LG1288* NAD 83(1986) POSITION- 40 38 46.     (N) 097 07 11.     (W)   SCALED
 LG1288* NAVD 88 ORTHO HEIGHT -   452.439 (meters)     1484.38  (feet) ADJUSTED
 LG1288  ______________________________________________________________________
 LG1288  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 LG1288  DYNAMIC HEIGHT  -        452.188 (meters)     1483.55  (feet) COMP
 LG1288  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 LG1288
 LG1288  VERT ORDER      -  FIRST     CLASS II
 LG1288
 LG1288.The horizontal coordinates were scaled from a map and have
 LG1288.an estimated accuracy of +/- 6 seconds.
 LG1288
 LG1288.The orthometric height was determined by differential leveling and
 LG1288.adjusted by the NATIONAL GEODETIC SURVEY
 LG1288.in May 1993.
 LG1288
 LG1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1288.GEOID18 height accuracy estimate available here.
 LG1288
 LG1288.Click photographs - Photos may exist for this station.
 LG1288
 LG1288.The dynamic height is computed by dividing the NAVD 88
 LG1288.geopotential number by the normal gravity value computed on the
 LG1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1288.degrees latitude (g = 980.6199 gals.).
 LG1288
 LG1288.The modeled gravity was interpolated from observed gravity values.
 LG1288
 LG1288;                    North         East    Units  Estimated Accuracy
 LG1288;SPC NE       -    94,300.      743,520.      MT  (+/- 180 meters Scaled)
 LG1288
 LG1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL589011(NAD 83)
 LG1288
 LG1288                          SUPERSEDED SURVEY CONTROL
 LG1288
 LG1288.No superseded survey control is available for this station.
 LG1288
 LG1288_MARKER: DZ = AZIMUTH MARK DISK
 LG1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1288_STAMPING: CLARK 1947
 LG1288_MARK LOGO: CGS
 LG1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1288+STABILITY: SURFACE MOTION
 LG1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1288+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1288
 LG1288  HISTORY     - Date     Condition        Report By
 LG1288  HISTORY     - 1947     MONUMENTED       CGS
 LG1288  HISTORY     - 19911008 GOOD             NGS
 LG1288
 LG1288                          STATION DESCRIPTION
 LG1288
 LG1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1288'14.2 KM (8.80 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1288'IN CRETE, 75.0 M (246.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 LG1288'76 EAST LINK, 26.4 M (86.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.8
 LG1288'SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2.3 M
 LG1288'(7.5 FT) EAST OF A UTILITY POLE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 LG1288'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 LG1288'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1055 ***********************************************************************
 ML1055  DESIGNATION -  CLARK RESET
 ML1055  PID         -  ML1055
 ML1055  STATE/COUNTY-  NE/ANTELOPE
 ML1055  COUNTRY     -  US
 ML1055  USGS QUAD   -  PARK CHURCH (2017)
 ML1055
 ML1055                         *CURRENT SURVEY CONTROL
 ML1055  ______________________________________________________________________
 ML1055* NAD 83(1995) POSITION- 41 58 31.31899(N) 098 17 14.10524(W)   ADJUSTED
 ML1055* NAVD 88 ORTHO HEIGHT -   662.0   (meters)     2172.    (feet) VERTCON
 ML1055  ______________________________________________________________________
 ML1055  GEOID HEIGHT    -        -24.364 (meters)                     GEOID18
 ML1055  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 ML1055  HORZ ORDER      -  SECOND
 ML1055
 ML1055.The horizontal coordinates were established by classical geodetic methods
 ML1055.and adjusted by the National Geodetic Survey in August 1997.
 ML1055
 ML1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1055
 ML1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1055.GEOID18 height accuracy estimate available here.
 ML1055
 ML1055.Click photographs - Photos may exist for this station.
 ML1055
 ML1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1055
 ML1055. The following values were computed from the NAD 83(1995) position.
 ML1055
 ML1055;                    North         East     Units Scale Factor Converg.
 ML1055;SPC NE       -   239,228.310   641,904.249   MT  0.99969211   +1 08 06.1
 ML1055;SPC NE       -   784,868.21  2,105,980.86   sFT  0.99969211   +1 08 06.1
 ML1055;UTM  14      - 4,647,286.844   559,051.063   MT  0.99964291   +0 28 36.1
 ML1055
 ML1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1055!SPC NE       -   0.99990000  x   0.99969211  =   0.99959214
 ML1055!UTM  14      -   0.99990000  x   0.99964291  =   0.99954294
 ML1055
 ML1055:                Primary Azimuth Mark                     Grid Az
 ML1055:SPC NE       -  AZ TO N EDGE CHIMNEY                     064 03 39.8
 ML1055:UTM  14      -  AZ TO N EDGE CHIMNEY                     064 43 09.8
 ML1055
 ML1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5905147286(NAD 83)
 ML1055
 ML1055|---------------------------------------------------------------------|
 ML1055| PID    Reference Object                     Distance      Geod. Az  |
 ML1055|                                                           dddmmss.s |
 ML1055| CN7779 AZ TO N EDGE CHIMNEY                               0651145.9 |
 ML1055|---------------------------------------------------------------------|
 ML1055
 ML1055                          SUPERSEDED SURVEY CONTROL
 ML1055
 ML1055  NAD 83(1986)-  41 58 31.32352(N)    098 17 14.11169(W) AD(       ) 2
 ML1055  NAD 27      -  41 58 31.29500(N)    098 17 12.85600(W) AD(       ) 2
 ML1055  USSD        -  41 58 31.42200(N)    098 17 13.01500(W) AD(       ) 3
 ML1055  NGVD 29 (07/19/86)  661.8    (m)         2171.     (f) VERT ANG       
 ML1055
 ML1055.Superseded values are not recommended for survey control.
 ML1055
 ML1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1055.See file dsdata.pdf to determine how the superseded data were derived.
 ML1055
 ML1055_MARKER: DS = TRIANGULATION STATION DISK
 ML1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1055_STAMPING: CLARK 1900 1973
 ML1055_MARK LOGO: CGS
 ML1055_PROJECTION: RECESSED 41 CENTIMETERS
 ML1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1055+STABILITY: SURFACE MOTION
 ML1055
 ML1055  HISTORY     - Date     Condition        Report By
 ML1055  HISTORY     - 1973     MONUMENTED       NGS
 ML1055
 ML1055                          STATION DESCRIPTION
 ML1055
 ML1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ML1055'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 ML1055'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 1 HAD BEEN
 ML1055'HIT BY FARM MACHINERY AND WERE OUT OF POSITION.  REFERENCE MARK 2
 ML1055'HAD BEEN RESET BY THE PROPERTY OWNER DUE EAST OF THE STATION
 ML1055'AND COULD NOT BE FOUND THIS DATE.  BEING THE AREA WAS PUT UNDER
 ML1055'CULTIVATION THE PROPERTY OWNER REQUESTED THE STATION MARK
 ML1055'LOWERED AND REFERENCE MARK 1 REMOVED.  THE SURFACE STATION
 ML1055'MARK WAS LOWERED AND REFERENCE MARK 3 AND REFERENCE MARK 4
 ML1055'WERE ESTABLISHED AND REFERENCE MARK 1 MONUMENT WAS REMOVED.
 ML1055'
 ML1055'A NEW COMPLETE DESCRIPTION FOLLOWS--
 ML1055'
 ML1055'THE STATION IS LOCATED ABOUT 10 MILES WEST OF ELGIN, 0.8 MILE
 ML1055'SOUTH AND 0.5 MILE WEST OF PARK CENTER RURAL SCHOOL, ABOUT 0.3
 ML1055'MILE SOUTH AND 0.5 MILE WEST OF PARK CEMETERY, IN THE SOUTHWEST
 ML1055'QUARTER OF SECTION 7, T 23 N, R 8 W, IN FIELD UNDER CULTIVATION
 ML1055'OWNED BY MR. BERNARD CLARK WHO LIVES ACROSS THE HIGHWAY FROM THE
 ML1055'PARK CENTER SCHOOL MENTIONED ABOVE.
 ML1055'
 ML1055'TO REACH THE STATION FROM ELGIN, GO WEST ON STATE HIGHWAY 70 FOR
 ML1055'10.7 MILES TO PARK CENTER SCHOOL ON THE RIGHT AND A SIDE ROAD ON
 ML1055'THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE
 ML1055'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 ML1055'TRACK ROAD FOR 0.55 MILE TO A HOUSE AND DRIVEWAY ON THE RIGHT.
 ML1055'TURN RIGHT AT DRIVEWAY AND ENTER FIELD, THEN TURN RIGHT AND
 ML1055'FOLLOW FIELD ROAD EAST AND NORTH FOR 0.15 MILE TO AN EAST-WEST
 ML1055'ROW OF TREES AND A FENCE LEADING WEST.  CONTINUE NORTH ON
 ML1055'FIELD ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.  NOTE--IF
 ML1055'COMING IN FROM THE WEST, LEAVE U.S. HIGHWAY 281 AT THE
 ML1055'JUNCTION OF STATE HIGHWAY 70, (34 MILES SOUTH OF O NEILL) GO
 ML1055'EAST ON HIGHWAY 70 FOR 14.0 MILES TO THE PARK CENTER
 ML1055'SCHOOL THEN AS ABOVE.
 ML1055'
 ML1055'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CLARK
 ML1055'1900 1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 ML1055'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 76.8
 ML1055'FEET NORTHWEST OF THE METAL WITNESS POST SET AT REFERENCE MARK 4
 ML1055'AND 28.5 FEET WEST OF A METAL WITNESS POST IN A NORTH-SOUTH
 ML1055'FENCE LINE AT REFERENCE MARK 3.  THE UNDERGROUND STATION MARK
 ML1055'IS ABOUT 30 INCHES BELOW THE GROUND SURFACE AND IS A STANDARD
 ML1055'DISK IN CONCRETE.
 ML1055'
 ML1055'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLARK 1900 NO 3 1973,
 ML1055'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 ML1055'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 ML1055'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 INCHES SOUTH
 ML1055'OF THE METAL WITNESS POST AND 6 INCHES WEST OF THE NORTH-SOUTH
 ML1055'FENCE.
 ML1055'
 ML1055'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CLARK 1900 NO 4
 ML1055'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 ML1055'IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 INCHES NORTH OF THE
 ML1055'METAL WITNESS POST AND 6 INCHES WEST OF THE NORTH-SOUTH FENCE.
 ML1055'
 ML1055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 ML1055'WEST OF ELGIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0421 ***********************************************************************
 LG0421  DESIGNATION -  CLARK RM 1
 LG0421  PID         -  LG0421
 LG0421  STATE/COUNTY-  NE/SALINE
 LG0421  COUNTRY     -  US
 LG0421  USGS QUAD   -  DORCHESTER (2017)
 LG0421
 LG0421                         *CURRENT SURVEY CONTROL
 LG0421  ______________________________________________________________________
 LG0421* NAD 83(1986) POSITION- 40 38 39.46   (N) 097 06 48.87   (W)   HD_HELD1
 LG0421* NAVD 88 ORTHO HEIGHT -   452.249 (meters)     1483.75  (feet) ADJUSTED
 LG0421  ______________________________________________________________________
 LG0421  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 LG0421  DYNAMIC HEIGHT  -        451.998 (meters)     1482.93  (feet) COMP
 LG0421  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 LG0421
 LG0421  VERT ORDER      -  FIRST     CLASS II
 LG0421
 LG0421.The horizontal coordinates were determined by differentially corrected
 LG0421.hand held GPS observations or other comparable positioning techniques
 LG0421.and have an estimated accuracy of +/- 3 meters.
 LG0421
 LG0421.The orthometric height was determined by differential leveling and
 LG0421.adjusted by the NATIONAL GEODETIC SURVEY
 LG0421.in June 1991.
 LG0421
 LG0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0421.GEOID18 height accuracy estimate available here.
 LG0421
 LG0421.Click photographs - Photos may exist for this station.
 LG0421
 LG0421.The dynamic height is computed by dividing the NAVD 88
 LG0421.geopotential number by the normal gravity value computed on the
 LG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0421.degrees latitude (g = 980.6199 gals.).
 LG0421
 LG0421.The modeled gravity was interpolated from observed gravity values.
 LG0421
 LG0421;                    North         East    Units  Estimated Accuracy
 LG0421;SPC NE       -    94,114.5     744,049.5     MT  (+/- 3 meters HH1 GPS) 
 LG0421
 LG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5950500982(NAD 83)
 LG0421
 LG0421                          SUPERSEDED SURVEY CONTROL
 LG0421
 LG0421  NGVD 29 (??/??/92)  452.087  (m)         1483.22   (f) ADJ UNCH    1 2
 LG0421
 LG0421.Superseded values are not recommended for survey control.
 LG0421
 LG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0421.See file dsdata.pdf to determine how the superseded data were derived.
 LG0421
 LG0421_MARKER: DR = REFERENCE MARK DISK
 LG0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0421_STAMPING: CLARK NO 1 1935
 LG0421_MARK LOGO: CGS
 LG0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0421+STABILITY: SURFACE MOTION
 LG0421
 LG0421  HISTORY     - Date     Condition        Report By
 LG0421  HISTORY     - 1935     MONUMENTED       CGS
 LG0421  HISTORY     - 1961     GOOD             CGS
 LG0421  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0421
 LG0421                          STATION DESCRIPTION
 LG0421
 LG0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0421'AT DORCHESTER.
 LG0421'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT DORCHESTER,
 LG0421'113.6 FEET SOUTH OF THE STREET, 26.3 FEET WEST OF THE CENTER OF
 LG0421'A GRAVEL ROAD, 2 FEET HIGHER THAN THE ROAD, 2.6 FEET SOUTH OF A
 LG0421'WOODEN WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST, PROJECTING
 LG0421'1.6 FEET ON THE EAST SIDE.
 LG0421
 LG0421                          STATION RECOVERY (1991)
 LG0421
 LG0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0421'THE DESCRIBED AREA IS NOW RESIDENTIAL.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1921 ***********************************************************************
 MK1921  DESIGNATION -  CLARKS ELEV
 MK1921  PID         -  MK1921
 MK1921  STATE/COUNTY-  NE/MERRICK
 MK1921  COUNTRY     -  US
 MK1921  USGS QUAD   -  CLARKS (2017)
 MK1921
 MK1921                         *CURRENT SURVEY CONTROL
 MK1921  ______________________________________________________________________
 MK1921* NAD 83(1995) POSITION- 41 12 49.71685(N) 097 50 20.47544(W)   ADJUSTED
 MK1921* NAVD 88 ORTHO HEIGHT -   544.2   (meters)     1785.    (feet) VERTCON
 MK1921  ______________________________________________________________________
 MK1921  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 MK1921  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MK1921  HORZ ORDER      -  SECOND
 MK1921
 MK1921.The horizontal coordinates were established by classical geodetic methods
 MK1921.and adjusted by the National Geodetic Survey in August 1997.
 MK1921
 MK1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1921
 MK1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1921.GEOID18 height accuracy estimate available here.
 MK1921
 MK1921.Click photographs - Photos may exist for this station.
 MK1921
 MK1921.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1921
 MK1921. The following values were computed from the NAD 83(1995) position.
 MK1921
 MK1921;                    North         East     Units Scale Factor Converg.
 MK1921;SPC NE       -   155,532.250   681,147.175   MT  0.99967151   +1 25 55.5
 MK1921;SPC NE       -   510,275.39  2,234,730.36   sFT  0.99967151   +1 25 55.5
 MK1921;UTM  14      - 4,563,142.190   597,324.800   MT  0.99971657   +0 45 54.0
 MK1921
 MK1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1921!SPC NE       -   0.99991861  x   0.99967151  =   0.99959015
 MK1921!UTM  14      -   0.99991861  x   0.99971657  =   0.99963521
 MK1921
 MK1921:                Primary Azimuth Mark                     Grid Az
 MK1921:SPC NE       -  ARCHER                                   251 42 00.6
 MK1921:UTM  14      -  ARCHER                                   252 22 02.1
 MK1921
 MK1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9732463142(NAD 83)
 MK1921
 MK1921|---------------------------------------------------------------------|
 MK1921| PID    Reference Object                     Distance      Geod. Az  |
 MK1921|                                                           dddmmss.s |
 MK1921| ML1076 ARCHER                              APPROX.25.1 KM 2530756.1 |
 MK1921|---------------------------------------------------------------------|
 MK1921
 MK1921                          SUPERSEDED SURVEY CONTROL
 MK1921
 MK1921  NAD 83(1986)-  41 12 49.72484(N)    097 50 20.47878(W) AD(       ) 2
 MK1921  NAD 27      -  41 12 49.67140(N)    097 50 19.27530(W) AD(       ) 2
 MK1921  NGVD 29 (07/19/86)  544.0    (m)         1785.     (f) VERT ANG       
 MK1921
 MK1921.Superseded values are not recommended for survey control.
 MK1921
 MK1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1921.See file dsdata.pdf to determine how the superseded data were derived.
 MK1921
 MK1921_MARKER: DB = BENCH MARK DISK
 MK1921_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK1921_SP_SET: ELEVATOR ROOF
 MK1921_STAMPING: CLARKS ELEV
 MK1921_MARK LOGO: BOR
 MK1921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK1921+STABILITY: POSITION/ELEVATION WELL
 MK1921
 MK1921  HISTORY     - Date     Condition        Report By
 MK1921  HISTORY     - 1966     MONUMENTED       BOR
 MK1921
 MK1921                          STATION DESCRIPTION
 MK1921
 MK1921'DESCRIBED BY US BUREAU OF RECLAMATION 1966 (COP)
 MK1921'STATION IS LOCATED ON TOP OF THE GRAIN ELEVATOR THAT IS LOCATED
 MK1921'IN THE SMALL VILLAGE OF CLARKS.  THE STATION IS MARKED BY A
 MK1921'STANDARD BUREAU OF RECLAMATION SURVEY DISK.  THE DISK IS ATTACHED
 MK1921'TO THE CEMENT ROOF OF THE ELEVATOR WITH METAL SCREWS.  THE DISK
 MK1921'IS STAMPED CLARKS ELEV.  IT IS 14.4 FEET SOUTHEAST OF THE
 MK1921'NORTHWEST CORNER OF ELEVATOR SHAFT, 13.7 FEET SOUTHWEST OF THE
 MK1921'NORTHEAST CORNER OF ELEVATOR SHAFT AND 3.42 FEET NORTH OF THE
 MK1921'CENTER OF BLOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1922 ***********************************************************************
 MK1922  DESIGNATION -  CLARKS MUNICIPAL TANK
 MK1922  PID         -  MK1922
 MK1922  STATE/COUNTY-  NE/MERRICK
 MK1922  COUNTRY     -  US
 MK1922  USGS QUAD   -  CLARKS (2017)
 MK1922
 MK1922                         *CURRENT SURVEY CONTROL
 MK1922  ______________________________________________________________________
 MK1922* NAD 83(1995) POSITION- 41 13 00.71418(N) 097 50 11.73400(W)   ADJUSTED
 MK1922  ______________________________________________________________________
 MK1922  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 MK1922  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MK1922  HORZ ORDER      -  THIRD
 MK1922
 MK1922.The horizontal coordinates were established by classical geodetic methods
 MK1922.and adjusted by the National Geodetic Survey in August 1997.
 MK1922
 MK1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1922.GEOID18 height accuracy estimate available here.
 MK1922
 MK1922.Click photographs - Photos may exist for this station.
 MK1922
 MK1922.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1922
 MK1922. The following values were computed from the NAD 83(1995) position.
 MK1922
 MK1922;                    North         East     Units Scale Factor Converg.
 MK1922;SPC NE       -   155,876.385   681,342.192   MT  0.99967125   +1 26 01.3
 MK1922;SPC NE       -   511,404.44  2,235,370.17   sFT  0.99967125   +1 26 01.3
 MK1922;UTM  14      - 4,563,484.046   597,523.820   MT  0.99971705   +0 45 59.9
 MK1922
 MK1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9752363484(NAD 83)
 MK1922
 MK1922                          SUPERSEDED SURVEY CONTROL
 MK1922
 MK1922  NAD 83(1986)-  41 13 00.72116(N)    097 50 11.73847(W) AD(       ) 3
 MK1922  NAD 27      -  41 13 00.67200(N)    097 50 10.53400(W) AD(       ) 3
 MK1922
 MK1922.Superseded values are not recommended for survey control.
 MK1922
 MK1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1922.See file dsdata.pdf to determine how the superseded data were derived.
 MK1922
 MK1922_MARKER: 53 = ELEVATED TANK
 MK1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1922+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 MK1922
 MK1922  HISTORY     - Date     Condition        Report By
 MK1922  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1922  HISTORY     - 20071011 GOOD             GEOCAC
 MK1922
 MK1922                          STATION DESCRIPTION
 MK1922
 MK1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1922'THIS STATION IS LOCATED ABOUT 1 BLOCK EAST-NORTHEAST OF THE
 MK1922'POST OFFICE IN CLARKS.  IT IS A 4 LEGGED STEEL STRUCTURE, 35 FEET
 MK1922'SQUARE AT THE BASE, 125 FEET HIGH, AND IS PAINTED SILVER.
 MK1922'
 MK1922'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MK1922
 MK1922                          STATION RECOVERY (2007)
 MK1922
 MK1922'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 MK1922'FOUND IN GOOD CONDITION. TANK IS PAINTED WHITE WITH A BLACK BOTTOM AND
 MK1922'LEGS. 'CLARKS' IS PAINTED AROUND THE SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0603 ***********************************************************************
 NP0603  DESIGNATION -  CLAUDE
 NP0603  PID         -  NP0603
 NP0603  STATE/COUNTY-  NE/SHERIDAN
 NP0603  COUNTRY     -  US
 NP0603  USGS QUAD   -  RUSHVILLE (2017)
 NP0603
 NP0603                         *CURRENT SURVEY CONTROL
 NP0603  ______________________________________________________________________
 NP0603* NAD 83(1995) POSITION- 42 37 56.57915(N) 102 27 31.48009(W)   ADJUSTED
 NP0603* NAVD 88 ORTHO HEIGHT -  1178.8   (meters)     3867.    (feet) VERTCON
 NP0603  ______________________________________________________________________
 NP0603  GEOID HEIGHT    -        -18.191 (meters)                     GEOID18
 NP0603  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 NP0603  HORZ ORDER      -  SECOND
 NP0603
 NP0603.The horizontal coordinates were established by classical geodetic methods
 NP0603.and adjusted by the National Geodetic Survey in August 1997.
 NP0603
 NP0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0603
 NP0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0603.GEOID18 height accuracy estimate available here.
 NP0603
 NP0603.Click photographs - Photos may exist for this station.
 NP0603
 NP0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0603
 NP0603. The following values were computed from the NAD 83(1995) position.
 NP0603
 NP0603;                    North         East     Units Scale Factor Converg.
 NP0603;SPC NE       -   313,653.256   298,377.490   MT  0.99985226   -1 37 45.8
 NP0603;SPC NE       - 1,029,044.06    978,926.82   sFT  0.99985226   -1 37 45.8
 NP0603;UTM  13      - 4,723,123.683   708,369.864   MT  1.00013421   +1 43 18.4
 NP0603
 NP0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0603!SPC NE       -   0.99981801  x   0.99985226  =   0.99967030
 NP0603!UTM  13      -   0.99981801  x   1.00013421  =   0.99995220
 NP0603
 NP0603:                Primary Azimuth Mark                     Grid Az
 NP0603:SPC NE       -  RUSHVILLE MUNICIPAL WATER TANK           359 29 50.8
 NP0603:UTM  13      -  RUSHVILLE MUNICIPAL WATER TANK           356 08 46.6
 NP0603
 NP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0836923123(NAD 83)
 NP0603
 NP0603|---------------------------------------------------------------------|
 NP0603| PID    Reference Object                     Distance      Geod. Az  |
 NP0603|                                                           dddmmss.s |
 NP0603| NP0606 C 26                                 17.453 METERS 18000     |
 NP0603| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX. 9.9 KM 3575205.0 |
 NP0603| CP9025 CLAUDE RM 1                          17.031 METERS 35939     |
 NP0603|---------------------------------------------------------------------|
 NP0603
 NP0603                          SUPERSEDED SURVEY CONTROL
 NP0603
 NP0603  NAD 83(1993)-  42 37 56.57645(N)    102 27 31.48089(W) AD(       ) 2
 NP0603  NAD 83(1986)-  42 37 56.57046(N)    102 27 31.47905(W) AD(       ) 2
 NP0603  NAD 27      -  42 37 56.62283(N)    102 27 29.82938(W) AD(       ) 2
 NP0603  NGVD 29 (07/19/86) 1178.3    (m)         3866.     (f) VERT ANG       
 NP0603
 NP0603.Superseded values are not recommended for survey control.
 NP0603
 NP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0603.See file dsdata.pdf to determine how the superseded data were derived.
 NP0603
 NP0603_MARKER: DD = SURVEY DISK
 NP0603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0603+WITH SETTING: INFORMATION.
 NP0603_STAMPING: ET CLAUDE 1968
 NP0603_MARK LOGO: USGS
 NP0603_PROJECTION: FLUSH
 NP0603_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0603
 NP0603  HISTORY     - Date     Condition        Report By
 NP0603  HISTORY     - 1968     MONUMENTED       USGS
 NP0603
 NP0603                          STATION DESCRIPTION
 NP0603
 NP0603'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0603'THE STATION IS ABOUT 6.0 MI S. OF RUSHVILLE, NEAR THE S.
 NP0603'SIXTEENTH COR. BETWEEN SECS. 26 AND 27, T. 31 N., R. 44 W.,
 NP0603'39 FT W. OF CENTER OF STATE HWY. 250, ON CREST OF HILL.
 NP0603'
 NP0603'TO REACH FROM THE INTERSECTION OF U.S. HWY. 20 AND STATE HWY.
 NP0603'250 IN RUSHVILLE, GO S. ON STATE HWY. 250 FOR 6.0 MI TO CREST
 NP0603'OF HIGHEST HILL IN VICINITY ON STATE HWY. 250 AND STATION ON
 NP0603'RIGHT.
 NP0603'
 NP0603'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0603'COATED RODS, SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED
 NP0603'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET CLAUDE 1968
 NP0603'S. AND 39 FT W. OF CENTER OF HWY. AT FENCE E., 17 FT N. AND 2
 NP0603'FT E. OF A TELEPHONE POLE, 2 FT E. OF W. RIGHT-OF-WAY FENCE,
 NP0603'THE MARK IS FLUSH WITH THE GROUND.
 NP0603'
 NP0603'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON COPPER
 NP0603'COATED RODS, SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED
 NP0603'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CLAUDE NO 1 1968
 NP0603'IS N. OF THE STATION, 39 FT W. OF CENTER OF HWY., 2 FT E.
 NP0603'OF N.-S. FENCE LINE, THE MARK IS FLUSH WITH THE GROUND.
 NP0603'
 NP0603'(REVISED DESCRIPTION OF C 26 1946)
 NP0603'
 NP0603'REFERENCE MARK NO. 2 = C 26 1946 IS S. OF STATION.  RUSHVILLE,
 NP0603'6.0 MI S. OF A LONG SEC. LINE RD. NEAR THE S. SIXTEENTH COR.
 NP0603'BETWEEN SECS. 26 AND 27, 39 FT W. OF CENTER OF STATE HWY.
 NP0603'250, 2 FT E. OF N.-S. FENCE LINE, 298 FT S. AND 80 FT W. OF A
 NP0603'T-FENCE E., ON CREST OF HILL, IN CONCRETE POST.  STANDARD
 NP0603'TABLET STAMPED C 26 1946.
 NP0603'
 NP0603'NO AZIMUTH MARK SET.
 NP0603'
 NP0603'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0603'
 NP0603'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2010 ***********************************************************************
 MK2010  DESIGNATION -  CLAUDE
 MK2010  PID         -  MK2010
 MK2010  STATE/COUNTY-  NE/SAUNDERS
 MK2010  COUNTRY     -  US
 MK2010  USGS QUAD   -  ASHLAND EAST (2017)
 MK2010
 MK2010                         *CURRENT SURVEY CONTROL
 MK2010  ______________________________________________________________________
 MK2010* NAD 83(1995) POSITION- 41 01 48.73080(N) 096 20 59.07279(W)   ADJUSTED
 MK2010* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 MK2010  ______________________________________________________________________
 MK2010  GEOID HEIGHT    -        -26.248 (meters)                     GEOID18
 MK2010  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 MK2010  HORZ ORDER      -  SECOND
 MK2010
 MK2010.The horizontal coordinates were established by classical geodetic methods
 MK2010.and adjusted by the National Geodetic Survey in August 1997.
 MK2010
 MK2010.The orthometric height was scaled from a topographic map.
 MK2010
 MK2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2010.GEOID18 height accuracy estimate available here.
 MK2010
 MK2010.Click photographs - Photos may exist for this station.
 MK2010
 MK2010.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2010
 MK2010. The following values were computed from the NAD 83(1995) position.
 MK2010
 MK2010;                    North         East     Units Scale Factor Converg.
 MK2010;SPC NE       -   139,361.314   806,789.405   MT  0.99969283   +2 25 08.5
 MK2010;SPC NE       -   457,221.24  2,646,941.57   sFT  0.99969283   +2 25 08.5
 MK2010;UTM  14      - 4,545,493.838   722,800.066   MT  1.00021099   +1 44 25.8
 MK2010
 MK2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2010!SPC NE       -   0.99994512  x   0.99969283  =   0.99963797
 MK2010!UTM  14      -   0.99994512  x   1.00021099  =   1.00015610
 MK2010
 MK2010:                Primary Azimuth Mark                     Grid Az
 MK2010:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             227 46 20.0
 MK2010:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             228 27 02.7
 MK2010
 MK2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2280045493(NAD 83)
 MK2010
 MK2010|---------------------------------------------------------------------|
 MK2010| PID    Reference Object                     Distance      Geod. Az  |
 MK2010|                                                           dddmmss.s |
 MK2010| CL6231 CLAUDE RM 1                          19.935 METERS 12917     |
 MK2010| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.38.4 KM 2301128.5 |
 MK2010| CL6232 CLAUDE RM 2                          43.805 METERS 24336     |
 MK2010|---------------------------------------------------------------------|
 MK2010
 MK2010                          SUPERSEDED SURVEY CONTROL
 MK2010
 MK2010  NAD 83(1986)-  41 01 48.74257(N)    096 20 59.07551(W) AD(       ) 2
 MK2010  NAD 27      -  41 01 48.73957(N)    096 20 58.00714(W) AD(       ) 2
 MK2010
 MK2010.Superseded values are not recommended for survey control.
 MK2010
 MK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2010.See file dsdata.pdf to determine how the superseded data were derived.
 MK2010
 MK2010_MARKER: DD = SURVEY DISK
 MK2010_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2010+WITH SETTING: INFORMATION.
 MK2010_STAMPING: ET CLAUDE 1967
 MK2010_MARK LOGO: USGS
 MK2010_PROJECTION: FLUSH
 MK2010_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2010
 MK2010  HISTORY     - Date     Condition        Report By
 MK2010  HISTORY     - 1967     MONUMENTED       USGS
 MK2010
 MK2010                          STATION DESCRIPTION
 MK2010
 MK2010'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2010'THE STATION IS LOCATED ABOUT 1.0 MI S. AND 1.0 MI E. OF ASHLAND,
 MK2010'T. 12 N., R. 9 E., NEAR THE SE. COR. SECS. 1, 45 FT N., 62 FT
 MK2010'E. OF CENTER OF T-DRIVE SSW. TO RADIO MAST.
 MK2010'
 MK2010'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO E. ALONG
 MK2010'SILVER ST. AND CITY RT. U.S. 6 FOR 0.65 MI TO U.S. HWY. 6, TURN
 MK2010'RIGHT (S.) AND GO ALONG U.S. HWY. 6 FOR 0.2 MI TO 7TH ST., TURN
 MK2010'LEFT (SE.) AND GO ALONG 7TH ST. 0.9 MI TO STATION ON LEFT (N.)
 MK2010'AND RADIO MAST ON RIGHT (S.).
 MK2010'
 MK2010'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2010'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2010'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2010'
 MK2010'THE STATION MARK IS STAMPED ET CLAUDE 1967.
 MK2010'
 MK2010'REFERENCE MARK 1 IS SE. OF THE STATION, 116 FT DUE E. OF CENTER
 MK2010'OF T-DRIVE SSW. TO RADIO MAST, STAMPED CLAUDE NO 1 1967.
 MK2010'
 MK2010'REFERENCE MARK 2 IS SW. OF THE STATION, 14 FT S., 60 FT W. OF
 MK2010'CENTER OF T-DRIVE SSW. TO RADIO MAST, STAMPED CLAUDE NO 2 1967.
 MK2010'
 MK2010'AZIMUTH MARK - NONE SET.
 MK2010'
 MK2010'REFERENCE AZIMUTH OBSERVED TO CAPITOL DOME IN LINCOLN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1113 ***********************************************************************
 ML1113  DESIGNATION -  CLAY
 ML1113  PID         -  ML1113
 ML1113  STATE/COUNTY-  NE/SHERMAN
 ML1113  COUNTRY     -  US
 ML1113  USGS QUAD   -  RAVENNA NW (2017)
 ML1113
 ML1113                         *CURRENT SURVEY CONTROL
 ML1113  ______________________________________________________________________
 ML1113* NAD 83(1995) POSITION- 41 10 13.06045(N) 098 58 18.81266(W)   ADJUSTED
 ML1113* NAVD 88 ORTHO HEIGHT -   682.    (meters)     2238.    (feet) SCALED
 ML1113  ______________________________________________________________________
 ML1113  GEOID HEIGHT    -        -23.978 (meters)                     GEOID18
 ML1113  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 ML1113  HORZ ORDER      -  THIRD
 ML1113
 ML1113.The horizontal coordinates were established by classical geodetic methods
 ML1113.and adjusted by the National Geodetic Survey in August 1997.
 ML1113
 ML1113.The orthometric height was scaled from a topographic map.
 ML1113
 ML1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1113.GEOID18 height accuracy estimate available here.
 ML1113
 ML1113.Click photographs - Photos may exist for this station.
 ML1113
 ML1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1113
 ML1113. The following values were computed from the NAD 83(1995) position.
 ML1113
 ML1113;                    North         East     Units Scale Factor Converg.
 ML1113;SPC NE       -   148,949.933   586,246.987   MT  0.99967565   +0 40 52.8
 ML1113;SPC NE       -   488,679.91  1,923,378.66   sFT  0.99967565   +0 40 52.8
 ML1113;UTM  14      - 4,557,662.035   502,357.797   MT  0.99960007   +0 01 06.6
 ML1113
 ML1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1113!SPC NE       -   0.99989676  x   0.99967565  =   0.99957244
 ML1113!UTM  14      -   0.99989676  x   0.99960007  =   0.99949687
 ML1113
 ML1113:                Primary Azimuth Mark                     Grid Az
 ML1113:SPC NE       -  L 1 13                                   014 18 09.8
 ML1113:UTM  14      -  L 1 13                                   014 57 56.0
 ML1113
 ML1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0235757662(NAD 83)
 ML1113
 ML1113|---------------------------------------------------------------------|
 ML1113| PID    Reference Object                     Distance      Geod. Az  |
 ML1113|                                                           dddmmss.s |
 ML1113| CN8123 CLAY RM 1                            10.558 METERS 00425     |
 ML1113| ML1116 L 1 13                              APPROX.15.6 KM 0145902.6 |
 ML1113| CN8124 CLAY RM 2                             9.106 METERS 27157     |
 ML1113| CN8122 CLAY AZ MK                                         3035123.3 |
 ML1113|---------------------------------------------------------------------|
 ML1113
 ML1113                          SUPERSEDED SURVEY CONTROL
 ML1113
 ML1113  NAD 83(1986)-  41 10 13.06803(N)    098 58 18.81600(W) AD(       ) 3
 ML1113  NAD 27      -  41 10 13.02900(N)    098 58 17.50800(W) AD(       ) 3
 ML1113
 ML1113.Superseded values are not recommended for survey control.
 ML1113
 ML1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1113.See file dsdata.pdf to determine how the superseded data were derived.
 ML1113
 ML1113_MARKER: DS = TRIANGULATION STATION DISK
 ML1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1113_STAMPING: CLAY 1951
 ML1113_MARK LOGO: CGS
 ML1113_PROJECTION: FLUSH
 ML1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1113+STABILITY: SURFACE MOTION
 ML1113
 ML1113  HISTORY     - Date     Condition        Report By
 ML1113  HISTORY     - 1951     MONUMENTED       CGS
 ML1113  HISTORY     - 1964     GOOD             CGS
 ML1113
 ML1113                          STATION DESCRIPTION
 ML1113
 ML1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1113'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF LOUP CITY,
 ML1113'8.0 MILES WEST-NORTHWEST OF ROCKVILLE AND 0.25 MILE EAST OF
 ML1113'STATE HIGHWAY 10.  IT IS ON THE NORTH SIDE OF A DIRT ROAD AND
 ML1113'ON A HIGH BANK WHERE ROAD IS CUT THROUGH HILL, 14.0 FEET NORTH
 ML1113'OF WHERE THE BANK DROPS OFF SHARP TO THE SOUTH AND 8.0 FEET NORTH
 ML1113'OF A EAST-WEST FENCE LINE.  IT IS STAMPED CLAY 1951 AND IS SET
 ML1113'FLUSH.
 ML1113'
 ML1113'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF WHERE BANK DROPS OFF
 ML1113'SHARP TO THE SOUTH AND 43.0 FEET NORTH OF EAST-WEST FENCE
 ML1113'LINE.  IT IS SET FLUSH AND STAMPED CLAY NO 1 1951.
 ML1113'
 ML1113'REFERENCE MARK NO. 2 IS 19.0 FEET WEST OF A POWERLINE POLE,
 ML1113'16.0 FEET NORTH OF WHERE BANK DROPS OFF SHARP TO THE SOUTH
 ML1113'AND 8.0 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS SET FLUSH
 ML1113'AND IS STAMPED CLAY NO 2 1951.
 ML1113'
 ML1113'THE AZIMUTH MARK IS 80.0 FEET NORTH OF THE CENTER OF A FARM
 ML1113'LANE, 30.0 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 10, 2.0
 ML1113'FEET SOUTH OF A POWERLINE POLE AND 2.0 FEET SOUTH-WEST
 ML1113'OF THE WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED CLAY
 ML1113'1951.
 ML1113'
 ML1113'TO REACH THE STATION FROM THE DEPOT AND OVERPASS IN RAVENNA GO
 ML1113'NORTH ON STATE HIGHWAY 68 FOR 1.6 MILES TO THE JUNCTION WITH
 ML1113'STATE HIGHWAY 45, TURN LEFT ON STATE HIGHWAY 45 FOR 3.4 MILES
 ML1113'TO THE JUNCTION WITH STATE HIGHWAY 10, TURN RIGHT FOR 8.5 MILES
 ML1113'TO A SIDE ROAD AND SMALL CEMETERY ON THE RIGHT.  (CONTINUE
 ML1113'NORTH ON STATE HIGHWAY 10 FOR 0.15 MILE TO FARM LANE AND AZIMUTH
 ML1113'MARK ON THE LEFT AS DESCRIBED.) TURN RIGHT, EAST ON DIRT ROAD
 ML1113'ALONG NORTH SIDE OF CEMETERY FOR 0.25 MILE TO THE STATION ON
 ML1113'THE LEFT AS DESCRIBED.
 ML1113
 ML1113                          STATION RECOVERY (1964)
 ML1113
 ML1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 ML1113'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ML1113'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK.  IT COULD NOT BE
 ML1113'RECOVERED AND SHOULD BE LISTED AS DESTROYED BECAUSE STATE HIGHWAY
 ML1113'10 HAS BEEN WIDENED AND REBUILT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0719 ***********************************************************************
 NN0719  DESIGNATION -  CLAY
 NN0719  PID         -  NN0719
 NN0719  STATE/COUNTY-  NE/HOLT
 NN0719  COUNTRY     -  US
 NN0719  USGS QUAD   -  NAPER SW (2017)
 NN0719
 NN0719                         *CURRENT SURVEY CONTROL
 NN0719  ______________________________________________________________________
 NN0719* NAD 83(1995) POSITION- 42 48 42.69871(N) 099 11 52.62459(W)   ADJUSTED
 NN0719* NAVD 88 ORTHO HEIGHT -   591.    (meters)     1939.    (feet) SCALED
 NN0719  ______________________________________________________________________
 NN0719  GEOID HEIGHT    -        -24.598 (meters)                     GEOID18
 NN0719  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 NN0719  HORZ ORDER      -  THIRD
 NN0719
 NN0719.The horizontal coordinates were established by classical geodetic methods
 NN0719.and adjusted by the National Geodetic Survey in August 1997.
 NN0719
 NN0719.The orthometric height was scaled from a topographic map.
 NN0719
 NN0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0719.GEOID18 height accuracy estimate available here.
 NN0719
 NN0719.Click photographs - Photos may exist for this station.
 NN0719
 NN0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0719
 NN0719. The following values were computed from the NAD 83(1995) position.
 NN0719
 NN0719;                    North         East     Units Scale Factor Converg.
 NN0719;SPC NE       -   331,025.790   565,592.768   MT  0.99991915   +0 31 53.5
 NN0719;SPC NE       - 1,086,040.45  1,855,615.61   sFT  0.99991915   +0 31 53.5
 NN0719;UTM  14      - 4,739,941.596   483,816.175   MT  0.99960322   -0 08 04.3
 NN0719
 NN0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0719!SPC NE       -   0.99991114  x   0.99991915  =   0.99983030
 NN0719!UTM  14      -   0.99991114  x   0.99960322  =   0.99951440
 NN0719
 NN0719:                Primary Azimuth Mark                     Grid Az
 NN0719:SPC NE       -  CLAY AZ MK                               088 18 34.5
 NN0719:UTM  14      -  CLAY AZ MK                               088 58 32.3
 NN0719
 NN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8381639941(NAD 83)
 NN0719
 NN0719|---------------------------------------------------------------------|
 NN0719| PID    Reference Object                     Distance      Geod. Az  |
 NN0719|                                                           dddmmss.s |
 NN0719| CO2885 CLAY AZ MK                                         0885028.0 |
 NN0719| CO2886 CLAY RM 1                            15.335 METERS 17528     |
 NN0719| CO2887 CLAY RM 2                             6.234 METERS 27757     |
 NN0719|---------------------------------------------------------------------|
 NN0719
 NN0719                          SUPERSEDED SURVEY CONTROL
 NN0719
 NN0719  NAD 83(1986)-  42 48 42.70524(N)    099 11 52.63245(W) AD(       ) 3
 NN0719  NAD 27      -  42 48 42.70300(N)    099 11 51.27000(W) AD(       ) 3
 NN0719
 NN0719.Superseded values are not recommended for survey control.
 NN0719
 NN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0719.See file dsdata.pdf to determine how the superseded data were derived.
 NN0719
 NN0719_MARKER: DS = TRIANGULATION STATION DISK
 NN0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0719
 NN0719  HISTORY     - Date     Condition        Report By
 NN0719  HISTORY     - 1949     MONUMENTED       CGS
 NN0719
 NN0719                          STATION DESCRIPTION
 NN0719
 NN0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0719'THE STATION IS LOCATED ABOUT 14-3/4 MILES NORTH AND 2-1/2
 NN0719'MILES WEST OF STUART, 0.9 MILE SOUTH OF THE NIOBRARA RIVER
 NN0719'AND ABOUT 1-3/4 MILES SOUTHWEST OF POINT WHERE CLAY CREEK FLOWS
 NN0719'INTO THE NIOBRARA RIVER.  IT IS IN THE NORTHEAST CORNER OF A
 NN0719'PASTURE, 4 FEET WEST OF NORTH-SOUTH FENCE LINE, 4-1/2 FEET
 NN0719'SOUTH OF EAST-WEST FENCE LINE AND 20 FEET NORTH OF THE CENTER
 NN0719'OF EAST-WEST ROAD.  IT IS STAMPED CLAY 1949 AND PROJECTS 4
 NN0719'INCHES.
 NN0719'
 NN0719'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 1 FOOT SOUTHWEST
 NN0719'OF FENCE CORNER POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0719'IT IS STAMPED CLAY NO 1 1949 AND PROJECTS 4 INCHES.
 NN0719'
 NN0719'REFERENCE MARK NO 2 IS WEST OF THE STATION, 25 FEET NORTH OF
 NN0719'THE CENTER OF EAST-WEST ROAD AND 1 FOOT SOUTH OF EAST-WEST FENCE
 NN0719'LINE.  IT IS STAMPED CLAY NO 2 1949 AND PROJECTS 4 INCHES.
 NN0719'
 NN0719'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, 20
 NN0719'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF
 NN0719'EAST-WEST FENCE LINE.  IT IS STAMPED CLAY 1949 AND PROJECTS
 NN0719'4 INCHES.
 NN0719'
 NN0719'TO REACH THE STATION FROM THE CENTER OF STUART, GO NORTH ON
 NN0719'MAIN STREET FOR 0.6 MILE TO T-INTERSECTION, TURN RIGHT AND
 NN0719'GO EAST FOR 1.6 MILES TO FORKS, TURN LEFT AND GO NORTH ON MAIN
 NN0719'ROAD FOR 12.25 MILES TO CROSSROAD ABOUT 0.1 MILE EAST OF SMALL
 NN0719'CHURCH, TURN LEFT AND FOLLOW MAIN ROAD WEST AND NORTH FOR
 NN0719'1.0 MILE TO T-INTERSECTION, TURN LEFT AND FOLLOW MAIN ROAD WEST,
 NN0719'NORTH AND WEST FOR 1.35 MILES TO FORKS, TAKE RIGHT FORK
 NN0719'AROUND FENCE CORNER AND GO NORTH ON TRACK ROAD FOR 1.05 MILES
 NN0719'TO T-INTERSECTION, TURN LEFT AND GO WEST ON SECTION LINE
 NN0719'ROAD FOR 1.45 MILES TO CROSSROAD AND SCHOOL HOUSE IN
 NN0719'SOUTHEAST ANGLE, CONTINUE WEST AND NORTHWEST ON MAIN TRAVELED
 NN0719'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 NN0719'DESCRIBED, CONTINUE WEST ON TRACK ROAD FOR 0.35 MILE TO WIRE
 NN0719'GATE IN FENCE LINE AND STATION IN THE NORTHEAST CORNER AS
 NN0719'DESCRIBED.
 NN0719'
 NN0719'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET.
 NN0719'
 NN0719'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0719'
 NN0719'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0656 ***********************************************************************
 NP0656  DESIGNATION -  CLAY
 NP0656  PID         -  NP0656
 NP0656  STATE/COUNTY-  NE/SHERIDAN
 NP0656  COUNTRY     -  US
 NP0656  USGS QUAD   -  WHITECLAY (2017)
 NP0656
 NP0656                         *CURRENT SURVEY CONTROL
 NP0656  ______________________________________________________________________
 NP0656* NAD 83(1995) POSITION- 42 56 27.43570(N) 102 33 54.85486(W)   ADJUSTED
 NP0656* NAVD 88 ORTHO HEIGHT -  1048.9   (meters)     3441.    (feet) VERTCON
 NP0656  ______________________________________________________________________
 NP0656  GEOID HEIGHT    -        -17.994 (meters)                     GEOID18
 NP0656  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 NP0656  HORZ ORDER      -  SECOND
 NP0656
 NP0656.The horizontal coordinates were established by classical geodetic methods
 NP0656.and adjusted by the National Geodetic Survey in August 1997.
 NP0656
 NP0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0656
 NP0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0656.GEOID18 height accuracy estimate available here.
 NP0656
 NP0656.Click photographs - Photos may exist for this station.
 NP0656
 NP0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0656
 NP0656. The following values were computed from the NAD 83(1995) position.
 NP0656
 NP0656;                    North         East     Units Scale Factor Converg.
 NP0656;SPC NE       -   348,167.563   290,664.153   MT  0.99997344   -1 41 59.9
 NP0656;SPC NE       - 1,142,279.75    953,620.64   sFT  0.99997344   -1 41 59.9
 NP0656;UTM  13      - 4,757,134.164   698,647.796   MT  1.00008548   +1 39 33.2
 NP0656
 NP0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0656!SPC NE       -   0.99983835  x   0.99997344  =   0.99981180
 NP0656!UTM  13      -   0.99983835  x   1.00008548  =   0.99992382
 NP0656
 NP0656:                Primary Azimuth Mark                     Grid Az
 NP0656:SPC NE       -  PARK                                     165 28 56.0
 NP0656:UTM  13      -  PARK                                     162 07 22.9
 NP0656
 NP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9864757134(NAD 83)
 NP0656
 NP0656|---------------------------------------------------------------------|
 NP0656| PID    Reference Object                     Distance      Geod. Az  |
 NP0656|                                                           dddmmss.s |
 NP0656| CP9027 CLAY RM 1                            21.518 METERS 09154     |
 NP0656| NP0657 PARK                                APPROX. 6.4 KM 1634656.1 |
 NP0656| CP9028 CLAY RM 2                            10.182 METERS 17909     |
 NP0656|---------------------------------------------------------------------|
 NP0656
 NP0656                          SUPERSEDED SURVEY CONTROL
 NP0656
 NP0656  NAD 83(1993)-  42 56 27.42952(N)    102 33 54.85690(W) AD(       ) 2
 NP0656  NAD 83(1986)-  42 56 27.42587(N)    102 33 54.85318(W) AD(       ) 2
 NP0656  NAD 27      -  42 56 27.48120(N)    102 33 53.25738(W) AD(       ) 2
 NP0656  NGVD 29 (07/19/86) 1048.4    (m)         3440.     (f) VERT ANG       
 NP0656
 NP0656.Superseded values are not recommended for survey control.
 NP0656
 NP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0656.See file dsdata.pdf to determine how the superseded data were derived.
 NP0656
 NP0656_MARKER: DD = SURVEY DISK
 NP0656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0656+WITH SETTING: INFORMATION.
 NP0656_STAMPING: CLAY ET 1968
 NP0656_MARK LOGO: USGS
 NP0656_PROJECTION: FLUSH
 NP0656_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0656
 NP0656  HISTORY     - Date     Condition        Report By
 NP0656  HISTORY     - 1968     MONUMENTED       USGS
 NP0656
 NP0656                          STATION DESCRIPTION
 NP0656
 NP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0656'THE STATION IS ABOUT 16.5 MI NNW. OF RUSHVILLE, NEAR THE
 NP0656'QUARTER COR. BETWEEN SECS. 1 AND 12, T. 34 N., R. 45 W.,
 NP0656'99 FT N. AND 34 FT W. OF CENTER OF T-DRIVE E.
 NP0656'
 NP0656'TO REACH THE STATION FROM THE CENTER OF RUSHVILLE, GO W. ON
 NP0656'U.S. HWY. 20 FOR 0.8 MI TO CROSSROADS, TURN RIGHT (N.) ON
 NP0656'STATE HWY. 87 AND GO 16.8 MI TO CROSSROADS, TURN LEFT (W.)
 NP0656'0.95 MI TO T-RD. E., TURN RIGHT (N.) GO 0.3 MI TO TOP OF
 NP0656'KNOLL AND STATION ON LEFT (W.).
 NP0656'
 NP0656'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0656'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0656'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STATION IS FLUSH
 NP0656'WITH THE GROUND, STAMPED ET CLAY 1968 STATION IS 99 FT N.
 NP0656'AND 34 FT W. OF CENTER OF T-DRIVE E., 3 FT E. OF N.-S. FENCE,
 NP0656'3 FT E. OF USGS WITNESS POST.
 NP0656'
 NP0656'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0656'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0656'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS E. OF
 NP0656'THE STATION, THE MARK IS FLUSH WITH THE GROUND, 94 FT N.
 NP0656'AND 37 FT E. OF THE CENTER OF A T-DRIVE E., 1 FT W. OF N.-S.
 NP0656'FENCE.
 NP0656'
 NP0656'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0656'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0656'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS S. OF
 NP0656'THE STATION, THE MARK IS FLUSH WITH THE GROUND, 66 FT N. AND
 NP0656'35 FT W. OF CENTER OF T-DRIVE E., 2 FT E. OF N.-S. FENCE.
 NP0656'
 NP0656'AZIMUTH MARK, PINE RIDGE INDIAN VILLAGE WATER SUPPLY TANK,
 NP0656'BUILT IN 1962 IN THE SE. PORTION OF PINE RIDGE, 413 FT N.
 NP0656'AND 141 FT E. OF CENTER OF T-RD. N.
 NP0656'
 NP0656'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1107 ***********************************************************************
 LH1107  DESIGNATION -  CLAY CENTER MUN STANDPIPE
 LH1107  PID         -  LH1107
 LH1107  STATE/COUNTY-  NE/CLAY
 LH1107  COUNTRY     -  US
 LH1107  USGS QUAD   -  HARVARD (2017)
 LH1107
 LH1107                         *CURRENT SURVEY CONTROL
 LH1107  ______________________________________________________________________
 LH1107* NAD 83(1995) POSITION- 40 31 13.29593(N) 098 03 19.73207(W)   ADJUSTED
 LH1107  ______________________________________________________________________
 LH1107  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 LH1107  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 LH1107  HORZ ORDER      -  THIRD
 LH1107
 LH1107.The horizontal coordinates were established by classical geodetic methods
 LH1107.and adjusted by the National Geodetic Survey in August 1997.
 LH1107
 LH1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1107.GEOID18 height accuracy estimate available here.
 LH1107
 LH1107.Click photographs - Photos may exist for this station.
 LH1107
 LH1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1107
 LH1107. The following values were computed from the NAD 83(1995) position.
 LH1107
 LH1107;                    North         East     Units Scale Factor Converg.
 LH1107;SPC NE       -    78,133.401   664,736.682   MT  0.99980519   +1 17 19.1
 LH1107;SPC NE       -   256,342.67  2,180,890.26   sFT  0.99980519   +1 17 19.1
 LH1107;UTM  14      - 4,485,943.183   580,009.098   MT  0.99967880   +0 36 49.3
 LH1107
 LH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8000985943(NAD 83)
 LH1107
 LH1107                          SUPERSEDED SURVEY CONTROL
 LH1107
 LH1107  NAD 83(1986)-  40 31 13.30300(N)    098 03 19.73153(W) AD(       ) 3
 LH1107  NAD 27      -  40 31 13.25800(N)    098 03 18.55700(W) AD(       ) 3
 LH1107
 LH1107.Superseded values are not recommended for survey control.
 LH1107
 LH1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1107.See file dsdata.pdf to determine how the superseded data were derived.
 LH1107
 LH1107_MARKER: 52 = STANDPIPE TANK
 LH1107
 LH1107  HISTORY     - Date     Condition        Report By
 LH1107  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1107  HISTORY     - 1963     GOOD             CGS
 LH1107
 LH1107                          STATION DESCRIPTION
 LH1107
 LH1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1107'THE STATION IS LOCATED 0.05 MILE SOUTH OF THE COURTHOUSE
 LH1107'AND 50 FEET EAST OF A NORTH-SOUTH STREET IN CLAY CENTER.  IT IS
 LH1107'A SILVER COLORED, CYLINDRICAL SHAPED STRUCTURE 10 FEET
 LH1107'IN DIAMETER AND HAS AN OVERALL HEIGHT OF 90 FEET.  THE WORD
 LH1107'CLAY CENTER IS PAINTED ON THE NORTH SIDE.
 LH1107'
 LH1107'THE POINT OBSERVED WAS THE CENTER OF STANDPIPE.
 LH1107
 LH1107                          STATION RECOVERY (1963)
 LH1107
 LH1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1107'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1099 ***********************************************************************
 LG1099  DESIGNATION -  CLAYTONIA
 LG1099  PID         -  LG1099
 LG1099  STATE/COUNTY-  NE/GAGE
 LG1099  COUNTRY     -  US
 LG1099  USGS QUAD   -  WILBER (2017)
 LG1099
 LG1099                         *CURRENT SURVEY CONTROL
 LG1099  ______________________________________________________________________
 LG1099* NAD 83(1995) POSITION- 40 27 55.23668(N) 096 53 05.27620(W)   ADJUSTED
 LG1099* NAVD 88 ORTHO HEIGHT -   438.    (meters)     1437.    (feet) SCALED
 LG1099  ______________________________________________________________________
 LG1099  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 LG1099  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 LG1099  HORZ ORDER      -  THIRD
 LG1099
 LG1099.The horizontal coordinates were established by classical geodetic methods
 LG1099.and adjusted by the National Geodetic Survey in August 1997.
 LG1099
 LG1099.The orthometric height was scaled from a topographic map.
 LG1099
 LG1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1099.GEOID18 height accuracy estimate available here.
 LG1099
 LG1099.Click photographs - Photos may exist for this station.
 LG1099
 LG1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1099
 LG1099. The following values were computed from the NAD 83(1995) position.
 LG1099
 LG1099;                    North         East     Units Scale Factor Converg.
 LG1099;SPC NE       -    74,931.116   764,100.277   MT  0.99982197   +2 03 52.0
 LG1099;SPC NE       -   245,836.50  2,506,885.66   sFT  0.99982197   +2 03 52.0
 LG1099;UTM  14      - 4,481,556.653   679,327.847   MT  0.99999586   +1 22 23.2
 LG1099
 LG1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1099!SPC NE       -   0.99993543  x   0.99982197  =   0.99975741
 LG1099!UTM  14      -   0.99993543  x   0.99999586  =   0.99993129
 LG1099
 LG1099:                Primary Azimuth Mark                     Grid Az
 LG1099:SPC NE       -  CLAYTONIA AZ MK                          087 56 48.2
 LG1099:UTM  14      -  CLAYTONIA AZ MK                          088 38 17.0
 LG1099
 LG1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7932781556(NAD 83)
 LG1099
 LG1099|---------------------------------------------------------------------|
 LG1099| PID    Reference Object                     Distance      Geod. Az  |
 LG1099|                                                           dddmmss.s |
 LG1099| CL6241 CLAYTONIA RM 1                       21.449 METERS 07852     |
 LG1099| LG1088 CLAYTONIA SALEM METH CHURCH         APPROX. 2.5 KM 0891153.9 |
 LG1099| CL6240 CLAYTONIA AZ MK                                    0900040.2 |
 LG1099| LG1410 CLAYTONIA 2 AZ MK                   APPROX. 1.1 KM 0911052.2 |
 LG1099| CL6242 CLAYTONIA RM 2                       21.990 METERS 16856     |
 LG1099| LG1411 CLAYTONIA 2 RESET                    15.349 METERS 17723     |
 LG1099|---------------------------------------------------------------------|
 LG1099
 LG1099                          SUPERSEDED SURVEY CONTROL
 LG1099
 LG1099  NAD 83(1986)-  40 27 55.24446(N)    096 53 05.27493(W) AD(       ) 3
 LG1099  NAD 27      -  40 27 55.23400(N)    096 53 04.16800(W) AD(       ) 3
 LG1099
 LG1099.Superseded values are not recommended for survey control.
 LG1099
 LG1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1099.See file dsdata.pdf to determine how the superseded data were derived.
 LG1099
 LG1099_MARKER: DS = TRIANGULATION STATION DISK
 LG1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1099_STAMPING: CLAYTONIA 1947
 LG1099_MARK LOGO: CGS
 LG1099_PROJECTION: FLUSH
 LG1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1099+STABILITY: SURFACE MOTION
 LG1099
 LG1099  HISTORY     - Date     Condition        Report By
 LG1099  HISTORY     - 1947     MONUMENTED       CGS
 LG1099  HISTORY     - 1957     GOOD             USGS
 LG1099  HISTORY     - 1964     GOOD             CGS
 LG1099  HISTORY     - 1965     GOOD             CGS
 LG1099
 LG1099                          STATION DESCRIPTION
 LG1099
 LG1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1099'THE STATION IS LOCATED ABOUT 2 MILES WEST OF CLATONIA IN THE
 LG1099'NORTHWEST CORNER OF A SCHOOL YARD.  IT IS 77 FEET NORTH OF THE
 LG1099'NORTHWEST CORNER OF THE SCHOOL HOUSE.  52.5 FEET WEST OF THE
 LG1099'CENTER OF THE DRIVEWAY TO THE SCHOOL HOUSE, 45 FEET SOUTH OF THE
 LG1099'CENTER OF STATE HIGHWAY 41 AND 28 FEET SOUTHEAST OF A FENCE
 LG1099'CORNER.  IT IS STAMPED CLAYTONIA 1947 AND IS FLUSH WITH THE
 LG1099'SURFACE OF THE GROUND.
 LG1099'
 LG1099'REFERENCE MARK NO. 1 IS AT THE NORTH END OF THE SCHOOL YARD, 31 FEET
 LG1099'SOUTH OF THE CENTER OF STATE HIGHWAY 41 AND 16 FEET EAST
 LG1099'OF THE CENTER OF THE DRIVEWAY TO THE SCHOOL HOUSE.  IT IS STAMPED
 LG1099'CLATONIA NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1099'
 LG1099'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE SCHOOL HOUSE, 12.5 FEET
 LG1099'NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE AND 21 FEET
 LG1099'NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE.  IT IS
 LG1099'STAMPED CLATONIA NO 2 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1099'GROUND.
 LG1099'
 LG1099'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 31 FEET SOUTH OF THE
 LG1099'CENTER OF STATE HIGHWAY 41, 0.2 MILES EAST OF THE ZION EV.
 LG1099'LUTHERAN CHURCH AND 2 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 LG1099'CLAYTONIA 1947 AND PROJECTS 4 INCHES.
 LG1099'
 LG1099'TO REACH THE STATION FROM THE POST OFFICE IN CLATONIA, GO WEST ON
 LG1099'STATE HIGHWAY 41 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LG1099'CONTINUE WEST FOR 0.7 MILE TO THE SCHOOL HOUSE AND THE STATION ON
 LG1099'THE LEFT AS DESCRIBED.
 LG1099'
 LG1099'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 50 FEET.
 LG1099'
 LG1099'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 20 FEET.
 LG1099'
 LG1099'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1099
 LG1099                          STATION RECOVERY (1957)
 LG1099
 LG1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LG1099'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 150 FEET
 LG1099'WEST OF APPROXIMATELY QUARTER CORNER.
 LG1099'
 LG1099'THE SCHOOL HAS BEEN REMOVED.
 LG1099
 LG1099                          STATION RECOVERY (1964)
 LG1099
 LG1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1099'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1099'FOUND IN GOOD CONDITION.  A STEEL WITNESS POST WAS SET 1 FOOT
 LG1099'EAST OF THE STATION MARK AND ANOTHER STEEL WITNESS POST
 LG1099'WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.  ALL THE MARKS WILL NEED
 LG1099'TO BE RELOCATED IN 1965, IF THE PROPOSED ROAD CONTRACT IS LET.
 LG1099
 LG1099                          STATION RECOVERY (1965)
 LG1099
 LG1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LG1099'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1099'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE ANGLE BETWEEN
 LG1099'THE REFERENCE MARKS WAS NOT CHECKED.
 LG1099'
 LG1099'DUE TO HIGHWAY CONSTRUCTION ALL MARKS HAD TO BE MOVED.
 LG1099'
 LG1099'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION
 LG1099'STATION CLAYTONIA 2 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1410 ***********************************************************************
 LG1410  DESIGNATION -  CLAYTONIA 2 AZ MK
 LG1410  PID         -  LG1410
 LG1410  STATE/COUNTY-  NE/GAGE
 LG1410  COUNTRY     -  US
 LG1410  USGS QUAD   -  CLATONIA (2017)
 LG1410
 LG1410                         *CURRENT SURVEY CONTROL
 LG1410  ______________________________________________________________________
 LG1410* NAD 83(1995) POSITION- 40 27 54.48353(N) 096 52 17.62334(W)   ADJUSTED
 LG1410* NAVD 88 ORTHO HEIGHT -   432.    (meters)     1417.    (feet) SCALED
 LG1410  ______________________________________________________________________
 LG1410  GEOID HEIGHT    -        -26.475 (meters)                     GEOID18
 LG1410  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 LG1410  HORZ ORDER      -  THIRD
 LG1410
 LG1410.The horizontal coordinates were established by classical geodetic methods
 LG1410.and adjusted by the National Geodetic Survey in August 1997.
 LG1410
 LG1410.The orthometric height was scaled from a topographic map.
 LG1410
 LG1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1410.GEOID18 height accuracy estimate available here.
 LG1410
 LG1410.Click photographs - Photos may exist for this station.
 LG1410
 LG1410.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1410
 LG1410. The following values were computed from the NAD 83(1995) position.
 LG1410
 LG1410;                    North         East     Units Scale Factor Converg.
 LG1410;SPC NE       -    74,948.424   765,222.826   MT  0.99982203   +2 04 23.5
 LG1410;SPC NE       -   245,893.29  2,510,568.55   sFT  0.99982203   +2 04 23.5
 LG1410;UTM  14      - 4,481,560.415   680,450.721   MT  1.00000083   +1 22 54.1
 LG1410
 LG1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1410!SPC NE       -   0.99993632  x   0.99982203  =   0.99975836
 LG1410!UTM  14      -   0.99993632  x   1.00000083  =   0.99993715
 LG1410
 LG1410:                Primary Azimuth Mark                     Grid Az
 LG1410:SPC NE       -  CLAYTONIA 2 RESET                        268 20 04.0
 LG1410:UTM  14      -  CLAYTONIA 2 RESET                        269 01 33.4
 LG1410
 LG1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8045081560(NAD 83)
 LG1410
 LG1410|---------------------------------------------------------------------|
 LG1410| PID    Reference Object                     Distance      Geod. Az  |
 LG1410|                                                           dddmmss.s |
 LG1410| LG1411 CLAYTONIA 2 RESET                   APPROX. 1.1 KM 2702427.5 |
 LG1410| LG1099 CLAYTONIA                           APPROX. 1.1 KM 2711123.2 |
 LG1410|---------------------------------------------------------------------|
 LG1410
 LG1410                          SUPERSEDED SURVEY CONTROL
 LG1410
 LG1410  NAD 83(1986)-  40 27 54.49131(N)    096 52 17.62199(W) AD(       ) 3
 LG1410
 LG1410.Superseded values are not recommended for survey control.
 LG1410
 LG1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1410.See file dsdata.pdf to determine how the superseded data were derived.
 LG1410
 LG1410_MARKER: DZ = AZIMUTH MARK DISK
 LG1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1410_STAMPING: CLAYTONIA 2 1965
 LG1410_MARK LOGO: CGS
 LG1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1410+STABILITY: SURFACE MOTION
 LG1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1410+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1982
 LG1410
 LG1410  HISTORY     - Date     Condition        Report By
 LG1410  HISTORY     - 1965     MONUMENTED       CGS
 LG1410  HISTORY     - 19820610 GOOD             NGS
 LG1410
 LG1410                          STATION DESCRIPTION
 LG1410
 LG1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1410'THE MARK WAS RECOVERED IN GOOD CONDITION, 1.9 KM (1.2 MI) WEST FROM
 LG1410'THE CLATONIA POST OFFICE AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 LG1410'HIGHWAY 41.
 LG1410'TO REACH FROM THE CLATONIA POST OFFICE, GO WEST ON THE HIGHWAY FOR 1.9
 LG1410'KM (1.2 MI) TO THE MARK ON THE LEFT.
 LG1410'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5
 LG1410'CM ABOVE THE GROUND SURFACE.  IT IS 22.9 M (75.1 FT) SOUTH FROM THE
 LG1410'CENTERLINE OF THE HIGHWAY AND 0.30 M (0.98 FT) SOUTH FROM A WITNESS
 LG1410'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1411 ***********************************************************************
 LG1411  DESIGNATION -  CLAYTONIA 2 RESET
 LG1411  PID         -  LG1411
 LG1411  STATE/COUNTY-  NE/GAGE
 LG1411  COUNTRY     -  US
 LG1411  USGS QUAD   -  WILBER (2017)
 LG1411
 LG1411                         *CURRENT SURVEY CONTROL
 LG1411  ______________________________________________________________________
 LG1411* NAD 83(1995) POSITION- 40 27 54.73959(N) 096 53 05.24638(W)   NO CHECK
 LG1411* NAVD 88 ORTHO HEIGHT -   438.    (meters)     1437.    (feet) SCALED
 LG1411  ______________________________________________________________________
 LG1411  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 LG1411  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 LG1411  HORZ ORDER      -  THIRD
 LG1411
 LG1411.The horizontal coordinates were established by classical geodetic methods
 LG1411.and adjusted by the National Geodetic Survey in August 1997.
 LG1411
 LG1411.No horizontal observational check was made to the station.
 LG1411
 LG1411.The orthometric height was scaled from a topographic map.
 LG1411
 LG1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1411.GEOID18 height accuracy estimate available here.
 LG1411
 LG1411.Click photographs - Photos may exist for this station.
 LG1411
 LG1411.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1411
 LG1411. The following values were computed from the NAD 83(1995) position.
 LG1411
 LG1411;                    North         East     Units Scale Factor Converg.
 LG1411;SPC NE       -    74,915.821   764,101.532   MT  0.99982201   +2 03 52.0
 LG1411;SPC NE       -   245,786.32  2,506,889.78   sFT  0.99982201   +2 03 52.0
 LG1411;UTM  14      - 4,481,541.342   679,328.916   MT  0.99999587   +1 22 23.2
 LG1411
 LG1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1411!SPC NE       -   0.99993543  x   0.99982201  =   0.99975745
 LG1411!UTM  14      -   0.99993543  x   0.99999587  =   0.99993130
 LG1411
 LG1411:                Primary Azimuth Mark                     Grid Az
 LG1411:SPC NE       -  CLAYTONIA 2 AZ MK                        088 20 04.6
 LG1411:UTM  14      -  CLAYTONIA 2 AZ MK                        089 01 33.4
 LG1411
 LG1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7932881541(NAD 83)
 LG1411
 LG1411|---------------------------------------------------------------------|
 LG1411| PID    Reference Object                     Distance      Geod. Az  |
 LG1411|                                                           dddmmss.s |
 LG1411| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX. 2.7 KM 0832651.2 |
 LG1411| LG1443 CLAYTONIA 2 RM 5                     14.802 METERS 08332     |
 LG1411| LG1088 CLAYTONIA SALEM METH CHURCH         APPROX. 2.5 KM 0885040.7 |
 LG1411| LG1410 CLAYTONIA 2 AZ MK                   APPROX. 1.1 KM 0902356.6 |
 LG1411| LG1444 CLAYTONIA 2 RM 3                     14.658 METERS 09052     |
 LG1411| LG1442 CLAYTONIA 2 RM 4                     14.930 METERS 27724     |
 LG1411| LG1099 CLAYTONIA                            15.349 METERS 35723     |
 LG1411|---------------------------------------------------------------------|
 LG1411
 LG1411                          SUPERSEDED SURVEY CONTROL
 LG1411
 LG1411  NAD 83(1986)-  40 27 54.74736(N)    096 53 05.24511(W) AD(       ) 3
 LG1411  NAD 27      -  40 27 54.73693(N)    096 53 04.13828(W) AD(       ) 3
 LG1411
 LG1411.Superseded values are not recommended for survey control.
 LG1411
 LG1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1411.See file dsdata.pdf to determine how the superseded data were derived.
 LG1411
 LG1411_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1411_STAMPING: CLAYTONIA 2 1965 1982
 LG1411_MARK LOGO: NGS
 LG1411_PROJECTION: RECESSED 46 CENTIMETERS
 LG1411_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1411+STABILITY: SURFACE MOTION
 LG1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1411+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1411
 LG1411  HISTORY     - Date     Condition        Report By
 LG1411  HISTORY     - 1982     MONUMENTED       NGS
 LG1411
 LG1411                          STATION DESCRIPTION
 LG1411
 LG1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1411'THE STATION IS LOCATED ABOUT 3.06 KM (1.90 MI) WEST FROM THE CLATONIA
 LG1411'POST OFFICE AND JUST SOUTH OF STATE HIGHWAY 41, ON PROPERTY OWNED BY
 LG1411'HENRY F. BURGER, RURAL ROUTE 2, BOX 68, CLATONIA, NEBRASKA 68328.
 LG1411'TELEPHONE 402 989 4468.
 LG1411'TO REACH FROM THE CLATONIA POST OFFICE, GO WEST ON STATE HIGHWAY 41
 LG1411'FOR 1.13 KM (0.70 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 LG1411'ON THE HIGHWAY FOR 1.93 KM (1.20 MI) TO THE STATION ON THE LEFT, JUST
 LG1411'WEST OF A FENCE CORNER AND IN THE NORTH EDGE OF A CULTIVATED FIELD.
 LG1411'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1411'RECESSED 0.46 M (1.51 FT) BELOW THE GROUND SURFACE.  THE UNDERGROUND
 LG1411'MARK IS THE ORIGINAL DISK AND IS RECESSED 1.0 M (3.3 FT) BELOW THE
 LG1411'GROUND SURFACE. THE MARKS ARE 42.43 M (139.21 FT) WEST FROM A FENCE,
 LG1411'19.8 M (65.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 15.36 M
 LG1411'(50.39 FT) EAST-SOUTHEAST FROM A WITNESS POST, 14.81 M (48.59 FT)
 LG1411'WEST-SOUTHWEST FROM A WITNESS POST AND 1.98 M (6.50 FT) SOUTH FROM A
 LG1411'WITNESS POST AND THE SOUTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1089 ***********************************************************************
 LG1089  DESIGNATION -  CLAYTONIA MUNICIPAL TANK
 LG1089  PID         -  LG1089
 LG1089  STATE/COUNTY-  NE/GAGE
 LG1089  COUNTRY     -  US
 LG1089  USGS QUAD   -  CLATONIA (2017)
 LG1089
 LG1089                         *CURRENT SURVEY CONTROL
 LG1089  ______________________________________________________________________
 LG1089* NAD 83(1995) POSITION- 40 28 04.72649(N) 096 51 11.22518(W)   ADJUSTED
 LG1089  ______________________________________________________________________
 LG1089  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 LG1089  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 LG1089  HORZ ORDER      -  THIRD
 LG1089
 LG1089.The horizontal coordinates were established by classical geodetic methods
 LG1089.and adjusted by the National Geodetic Survey in August 1997.
 LG1089
 LG1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1089.GEOID18 height accuracy estimate available here.
 LG1089
 LG1089.Click photographs - Photos may exist for this station.
 LG1089
 LG1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1089
 LG1089. The following values were computed from the NAD 83(1995) position.
 LG1089
 LG1089;                    North         East     Units Scale Factor Converg.
 LG1089;SPC NE       -    75,320.853   766,774.283   MT  0.99982114   +2 05 07.5
 LG1089;SPC NE       -   247,115.17  2,515,658.63   sFT  0.99982114   +2 05 07.5
 LG1089;UTM  14      - 4,481,914.155   682,006.844   MT  1.00000778   +1 23 37.5
 LG1089
 LG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8200681914(NAD 83)
 LG1089
 LG1089                          SUPERSEDED SURVEY CONTROL
 LG1089
 LG1089  NAD 83(1986)-  40 28 04.73373(N)    096 51 11.22584(W) AD(       ) 3
 LG1089  NAD 27      -  40 28 04.71500(N)    096 51 10.11400(W) AD(       ) 3
 LG1089
 LG1089.Superseded values are not recommended for survey control.
 LG1089
 LG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1089.See file dsdata.pdf to determine how the superseded data were derived.
 LG1089
 LG1089_MARKER: 53 = ELEVATED TANK
 LG1089
 LG1089  HISTORY     - Date     Condition        Report By
 LG1089  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1089  HISTORY     - 1947     GOOD             CGS
 LG1089  HISTORY     - 19820610 GOOD             NGS
 LG1089  HISTORY     - 20040806 GOOD             USPSQD
 LG1089
 LG1089                          STATION DESCRIPTION
 LG1089
 LG1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1089'THE TANK IS LOCATED AT THE NORTH EDGE OF TOWN, 150 FEET
 LG1089'EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 150 FEET SOUTH
 LG1089'OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE
 LG1089'SUPPORTING A TANK ON THE TOP.  IT IS SILVER IN COLOR WITH
 LG1089'THE LETTERS CLATONIA IN BLACK ON THE EAST SIDE OF THE TANK.
 LG1089'IT IS ABOUT 100 FEET HIGH.  THE POINT OBSERVED UPON WAS
 LG1089'THE BALL AT THE APEX OF THE ROOF.
 LG1089
 LG1089                          STATION RECOVERY (1947)
 LG1089
 LG1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1089'RECOVERED IN GOOD CONDITION.
 LG1089
 LG1089                          STATION RECOVERY (1982)
 LG1089
 LG1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1089'RECOVERED IN GOOD CONDITION.
 LG1089
 LG1089                          STATION RECOVERY (2004)
 LG1089
 LG1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1089'STATION FOUND GOOD. TANK IS NORTH OF JEFFERSON STREET, SOUTH OF
 LG1089'LINCOLN STREET, EAST OF N. LOCUST STREET, AND WEST OF N. WALNUT
 LG1089'STREET, IN THE MIDDLE OF THE WEST HALF OF THE BLOCK.  IT IS NOW
 LG1089'PAINTED AQUA, WITH BLACK LETTERING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1088 ***********************************************************************
 LG1088  DESIGNATION -  CLAYTONIA SALEM METH CHURCH
 LG1088  PID         -  LG1088
 LG1088  STATE/COUNTY-  NE/GAGE
 LG1088  COUNTRY     -  US
 LG1088  USGS QUAD   -  CLATONIA (2017)
 LG1088
 LG1088                         *CURRENT SURVEY CONTROL
 LG1088  ______________________________________________________________________
 LG1088* NAD 83(1995) POSITION- 40 27 56.35083(N) 096 51 19.77611(W)   ADJUSTED
 LG1088  ______________________________________________________________________
 LG1088  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 LG1088  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 LG1088  HORZ ORDER      -  THIRD
 LG1088
 LG1088.The horizontal coordinates were established by classical geodetic methods
 LG1088.and adjusted by the National Geodetic Survey in August 1997.
 LG1088
 LG1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1088.GEOID18 height accuracy estimate available here.
 LG1088
 LG1088.Click photographs - Photos may exist for this station.
 LG1088
 LG1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1088
 LG1088. The following values were computed from the NAD 83(1995) position.
 LG1088
 LG1088;                    North         East     Units Scale Factor Converg.
 LG1088;SPC NE       -    75,055.393   766,582.404   MT  0.99982187   +2 05 01.9
 LG1088;SPC NE       -   246,244.24  2,515,029.10   sFT  0.99982187   +2 05 01.9
 LG1088;UTM  14      - 4,481,650.981   681,811.738   MT  1.00000690   +1 23 31.7
 LG1088
 LG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8181181650(NAD 83)
 LG1088
 LG1088                          SUPERSEDED SURVEY CONTROL
 LG1088
 LG1088  NAD 83(1986)-  40 27 56.35820(N)    096 51 19.77351(W) AD(       ) 3
 LG1088  NAD 27      -  40 27 56.34800(N)    096 51 18.66700(W) AD(       ) 3
 LG1088
 LG1088.Superseded values are not recommended for survey control.
 LG1088
 LG1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1088.See file dsdata.pdf to determine how the superseded data were derived.
 LG1088
 LG1088_MARKER: 90 = CHURCH SPIRE
 LG1088_MARK LOGO: CGS
 LG1088
 LG1088  HISTORY     - Date     Condition        Report By
 LG1088  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1088  HISTORY     - 1947     GOOD             CGS
 LG1088  HISTORY     - 19820610 GOOD             NGS
 LG1088  HISTORY     - 20040806 GOOD             USPSQD
 LG1088
 LG1088                          STATION DESCRIPTION
 LG1088
 LG1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1088'THE SPIRE IS LOCATED AT THE EAST EDGE OF TOWN.  IT IS A WHITE
 LG1088'FRAME BUILDING WITH THE SPIRE ON THE SOUTHWEST CORNER OF
 LG1088'THE BUILDING.  IT IS ABOUT 65 FEET HIGH AND IS GREY IN COLOR.
 LG1088'THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.  IT IS 90
 LG1088'FEET NORTH OF AN EAST-WEST ROAD AND 80 FEET EAST OF A NORTH-SOUTH
 LG1088'ROAD.
 LG1088
 LG1088                          STATION RECOVERY (1947)
 LG1088
 LG1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1088'RECOVERED IN GOOD CONDITION.
 LG1088
 LG1088                          STATION RECOVERY (1982)
 LG1088
 LG1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1088'RECOVERED IN GOOD CONDITION.
 LG1088
 LG1088                          STATION RECOVERY (2004)
 LG1088
 LG1088'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1088'STATION FOUND GOOD. CHURCH IS NOW NAMED THE CLAYTONIA SALEM UNITED
 LG1088'METHODIST CHURCH AND IS LOCATED ON THE WEST EDGE OF THE TOWN OF
 LG1088'CLAYTONIA, NOT THE EAST EDGE OF THE TOWN AS REFERENCED IN THE 1947
 LG1088'DESCRIPTION. THE EAST-WEST ROAD IS STATE ROAD 41, THE NORTH-SOUTH ROAD
 LG1088'IS S.W. 100TH RD. THE SPIRE HAS A METAL SHINGLED ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0603 ***********************************************************************
 MN0603  DESIGNATION -  CLEM
 MN0603  PID         -  MN0603
 MN0603  STATE/COUNTY-  NE/KIMBALL
 MN0603  COUNTRY     -  US
 MN0603  USGS QUAD   -  KIMBALL (2017)
 MN0603
 MN0603                         *CURRENT SURVEY CONTROL
 MN0603  ______________________________________________________________________
 MN0603* NAD 83(1995) POSITION- 41 12 23.73261(N) 103 43 33.14478(W)   ADJUSTED
 MN0603* NAVD 88 ORTHO HEIGHT -  1510.    (meters)     4954.    (feet) SCALED
 MN0603  ______________________________________________________________________
 MN0603  GEOID HEIGHT    -        -18.656 (meters)                     GEOID18
 MN0603  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 MN0603  HORZ ORDER      -  SECOND
 MN0603
 MN0603.The horizontal coordinates were established by classical geodetic methods
 MN0603.and adjusted by the National Geodetic Survey in August 1997.
 MN0603
 MN0603.The orthometric height was scaled from a topographic map.
 MN0603
 MN0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0603.GEOID18 height accuracy estimate available here.
 MN0603
 MN0603.Click photographs - Photos may exist for this station.
 MN0603
 MN0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0603
 MN0603. The following values were computed from the NAD 83(1995) position.
 MN0603
 MN0603;                    North         East     Units Scale Factor Converg.
 MN0603;SPC NE       -   159,197.126   187,702.922   MT  0.99967216   -2 28 08.8
 MN0603;SPC NE       -   522,299.24    615,822.00   sFT  0.99967216   -2 28 08.8
 MN0603;UTM  13      - 4,562,473.711   606,821.881   MT  0.99974044   +0 50 22.0
 MN0603
 MN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0603!SPC NE       -   0.99976617  x   0.99967216  =   0.99943841
 MN0603!UTM  13      -   0.99976617  x   0.99974044  =   0.99950667
 MN0603
 MN0603:                Primary Azimuth Mark                     Grid Az
 MN0603:SPC NE       -  CLEM AZ MK                               092 20 38.0
 MN0603:UTM  13      -  CLEM AZ MK                               089 02 07.2
 MN0603
 MN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0682162473(NAD 83)
 MN0603
 MN0603|---------------------------------------------------------------------|
 MN0603| PID    Reference Object                     Distance      Geod. Az  |
 MN0603|                                                           dddmmss.s |
 MN0603| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX.10.0 KM 0321508.5 |
 MN0603| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX. 5.7 KM 0713945.6 |
 MN0603| MN0601 KIMBALL YOUNG EXCAVATING MAST       APPROX. 4.8 KM 0853915.6 |
 MN0603| CP6832 CLEM RM 1                            17.988 METERS 08738     |
 MN0603| CP6831 CLEM AZ MK                                         0895229.2 |
 MN0603| CP6833 CLEM RM 2                            16.972 METERS 26930     |
 MN0603|---------------------------------------------------------------------|
 MN0603
 MN0603                          SUPERSEDED SURVEY CONTROL
 MN0603
 MN0603  NAD 83(1993)-  41 12 23.73182(N)    103 43 33.14471(W) AD(       ) 2
 MN0603  NAD 83(1986)-  41 12 23.72510(N)    103 43 33.14436(W) AD(       ) 2
 MN0603  NAD 27      -  41 12 23.79370(N)    103 43 31.35060(W) AD(       ) 2
 MN0603
 MN0603.Superseded values are not recommended for survey control.
 MN0603
 MN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0603.See file dsdata.pdf to determine how the superseded data were derived.
 MN0603
 MN0603_MARKER: DS = TRIANGULATION STATION DISK
 MN0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0603_STAMPING: CLEM 1963
 MN0603_MARK LOGO: CGS
 MN0603_PROJECTION: FLUSH
 MN0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0603+STABILITY: SURFACE MOTION
 MN0603
 MN0603  HISTORY     - Date     Condition        Report By
 MN0603  HISTORY     - 1963     MONUMENTED       CGS
 MN0603
 MN0603                          STATION DESCRIPTION
 MN0603
 MN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0603'THE STATION IS 3 MILES WEST AND 2 MILES SOUTH OF KIMBALL, IN
 MN0603'THE SOUTHEAST QUARTER OF SECTION 3, T 14 N, R 56 W, ON THE
 MN0603'NORTH RIGHT-OF-WAY OF A DIM SECTION LINE ROAD, AND ON THE
 MN0603'SUMMIT OF A LOW KNOLL IN PASTURE LAND.
 MN0603'
 MN0603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0603'STATE HIGHWAY 71, IN KIMBALL, GO SOUTH ON HIGHWAY 71 FOR 3.0
 MN0603'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD
 MN0603'FOR 3.0 MILES TO A CROSSROAD.  (ABANDONED FARM BUILDINGS IN THE
 MN0603'NORTHWEST ANGLE.) TURN RIGHT AND GO NORTH ON A SECTION LINE
 MN0603'ROAD FOR 1.0 MILE TO AN EAST-WEST FENCE AND THE AZIMUTH MARK IN
 MN0603'THE SOUTHEAST FENCE CORNER.  TURN LEFT AND GO WEST ALONG THE
 MN0603'SOUTH SIDE OF THE FENCE FOR 0.25 MILE TO THE SUMMIT OF A SMALL
 MN0603'RISE AND THE STATION ON THE RIGHT, 3 FEET SOUTH OF THE FENCE.
 MN0603'
 MN0603'STATION MARKS ARE STANDARD DISKS STAMPED CLEM 1963.  THE SURFACE
 MN0603'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0603'OF THE GROUND.  IT IS 3.5 FEET SOUTHWEST OF A METAL WITNESS
 MN0603'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0603'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0603'
 MN0603'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEM NO 1 1963,
 MN0603'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0603'THE GROUND.  IT IS 1.5 FEET SOUTH OF THE FENCE.
 MN0603'
 MN0603'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEM NO 2 1963,
 MN0603'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0603'THE GROUND.  IT IS 1.5 FEET SOUTH OF THE FENCE.
 MN0603'
 MN0603'AZIMUTH MARK IS A STANDARD DISK STAMPED CLEM 1963, SET IN A
 MN0603'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 47.5 FEET
 MN0603'SOUTHWEST OF A SOUTHWEST GATE POST, 42 FEET WEST OF THE CENTER
 MN0603'OF A TRACK ROAD, 2.2 FEET WEST OF A METAL WITNESS POST AND 2
 MN0603'FEET SOUTH OF A FENCE CORNER POST.
 MN0603'
 MN0603'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1081 ***********************************************************************
 ML1081  DESIGNATION -  CLEVELAND TWP KAC 37 ATT CO TR
 ML1081  PID         -  ML1081
 ML1081  STATE/COUNTY-  NE/HOWARD
 ML1081  COUNTRY     -  US
 ML1081  USGS QUAD   -  SAINT PAUL SW (2017)
 ML1081
 ML1081                         *CURRENT SURVEY CONTROL
 ML1081  ______________________________________________________________________
 ML1081* NAD 83(1995) POSITION- 41 06 21.41386(N) 098 27 22.47154(W)   ADJUSTED
 ML1081  ______________________________________________________________________
 ML1081  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 ML1081  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 ML1081  HORZ ORDER      -  THIRD
 ML1081
 ML1081.The horizontal coordinates were established by classical geodetic methods
 ML1081.and adjusted by the National Geodetic Survey in August 1997.
 ML1081
 ML1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1081.GEOID18 height accuracy estimate available here.
 ML1081
 ML1081.Click photographs - Photos may exist for this station.
 ML1081
 ML1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1081
 ML1081. The following values were computed from the NAD 83(1995) position.
 ML1081
 ML1081;                    North         East     Units Scale Factor Converg.
 ML1081;SPC NE       -   142,450.663   629,628.131   MT  0.99968281   +1 01 23.0
 ML1081;SPC NE       -   467,356.88  2,065,704.96   sFT  0.99968281   +1 01 23.0
 ML1081;UTM  14      - 4,550,660.878   545,657.660   MT  0.99962566   +0 21 27.0
 ML1081
 ML1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4565750660(NAD 83)
 ML1081
 ML1081                          SUPERSEDED SURVEY CONTROL
 ML1081
 ML1081  NAD 83(1986)-  41 06 21.42127(N)    098 27 22.47381(W) AD(       ) 3
 ML1081  NAD 27      -  41 06 21.37600(N)    098 27 21.22600(W) AD(       ) 3
 ML1081
 ML1081.Superseded values are not recommended for survey control.
 ML1081
 ML1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1081.See file dsdata.pdf to determine how the superseded data were derived.
 ML1081
 ML1081_MARKER: 55 = TOWER
 ML1081
 ML1081  HISTORY     - Date     Condition        Report By
 ML1081  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1081
 ML1081                          STATION DESCRIPTION
 ML1081
 ML1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1081'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-NORTHWEST OF ST.
 ML1081'LIBORY AND 4.5 MILES EAST OF DANNEBROG.  IT IS 228.0 FEET
 ML1081'NORTH OF THE CENTER OF STATE HIGHWAY 58 AND 25.0 FEET NORTH OF
 ML1081'THE NORTHWEST CORNER OF A SMALL WHITE BUILDING.  IT IS A 4
 ML1081'LEGGED STEEL STRUCTURE, 40.0 FEET WIDE AT THE BASE AND HAS
 ML1081'A 30.0 FOOT SQUARE, STEEL MESH PLATFORM AT ITS TOP, WHICH
 ML1081'SUPPORTS 4 REFLECTOR SCREENS AND A BLINKER LIGHT AT ITS
 ML1081'CENTER.  THE TOWER IS ABOUT 150.0 FEET HIGH.
 ML1081'
 ML1081'THE BLINKER LIGHT AT THE TOP AND CENTER WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0352 ***********************************************************************
 MM0352  DESIGNATION -  CLINCH RESET
 MM0352  PID         -  MM0352
 MM0352  STATE/COUNTY-  NE/LINCOLN
 MM0352  COUNTRY     -  US
 MM0352  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0352
 MM0352                         *CURRENT SURVEY CONTROL
 MM0352  ______________________________________________________________________
 MM0352* NAD 83(2011) POSITION- 41 07 59.89396(N) 100 42 31.23925(W)   ADJUSTED
 MM0352* NAD 83(2011) ELLIP HT-   825.471 (meters)        (06/27/12)   ADJUSTED
 MM0352* NAD 83(2011) EPOCH   -  2010.00
 MM0352* NAVD 88 ORTHO HEIGHT -   847.702 (meters)     2781.17  (feet) ADJUSTED
 MM0352  ______________________________________________________________________
 MM0352  GEOID HEIGHT    -        -22.239 (meters)                     GEOID18
 MM0352  NAD 83(2011) X  -   -894,048.610 (meters)                     COMP
 MM0352  NAD 83(2011) Y  - -4,727,693.739 (meters)                     COMP
 MM0352  NAD 83(2011) Z  -  4,174,127.685 (meters)                     COMP
 MM0352  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 MM0352  DYNAMIC HEIGHT  -        847.209 (meters)     2779.55  (feet) COMP
 MM0352  MODELED GRAVITY -    980,012.8   (mgal)                       NAVD 88
 MM0352
 MM0352  VERT ORDER      -  FIRST     CLASS II
 MM0352
 MM0352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0352  Standards:
 MM0352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0352  -------------------------------------------------------------------
 MM0352  NETWORK    0.87   2.43           0.40   0.28   1.24      0.26364730
 MM0352  -------------------------------------------------------------------
 MM0352  Click here for local accuracies and other accuracy information.
 MM0352
 MM0352.This mark is at North Platte Regional Airport (LBF)
 MM0352
 MM0352.The horizontal coordinates were established by GPS observations
 MM0352.and adjusted by the National Geodetic Survey in June 2012.
 MM0352
 MM0352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0352.been affixed to the stable North American tectonic plate. See 
 MM0352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0352
 MM0352.The horizontal coordinates are valid at the epoch date displayed above
 MM0352.which is a decimal equivalence of Year/Month/Day.
 MM0352
 MM0352.The orthometric height was determined by differential leveling and
 MM0352.adjusted by the NATIONAL GEODETIC SURVEY
 MM0352.in June 1994.
 MM0352
 MM0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0352.GEOID18 height accuracy estimate available here.
 MM0352
 MM0352.Click photographs - Photos may exist for this station.
 MM0352
 MM0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0352
 MM0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0352
 MM0352.The ellipsoidal height was determined by GPS observations
 MM0352.and is referenced to NAD 83.
 MM0352
 MM0352.The dynamic height is computed by dividing the NAVD 88
 MM0352.geopotential number by the normal gravity value computed on the
 MM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0352.degrees latitude (g = 980.6199 gals.).
 MM0352
 MM0352.The modeled gravity was interpolated from observed gravity values.
 MM0352
 MM0352. The following values were computed from the NAD 83(2011) position.
 MM0352
 MM0352;                    North         East     Units Scale Factor Converg.
 MM0352;SPC NE       -   144,574.177   440,515.303   MT  0.99967961   -0 28 10.7
 MM0352;SPC NE       -   474,323.78  1,445,257.29   sFT  0.99967961   -0 28 10.7
 MM0352;UTM  14      - 4,554,962.167   356,584.610   MT  0.99985314   -1 07 27.1
 MM0352
 MM0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0352!SPC NE       -   0.99987054  x   0.99967961  =   0.99955019
 MM0352!UTM  14      -   0.99987054  x   0.99985314  =   0.99972369
 MM0352
 MM0352:                Primary Azimuth Mark                     Grid Az
 MM0352:SPC NE       -  CLINCH AZ MK                             089 10 25.6
 MM0352:UTM  14      -  CLINCH AZ MK                             089 49 42.0
 MM0352
 MM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5658454962(NAD 83)
 MM0352
 MM0352|---------------------------------------------------------------------|
 MM0352| PID    Reference Object                     Distance      Geod. Az  |
 MM0352|                                                           dddmmss.s |
 MM0352| CN8128 CLINCH RM 3                          26.146 METERS 05039     |
 MM0352| CN8125 CLINCH AZ MK                                       0884214.9 |
 MM0352| MM0404 NORTH PLATTE MUN AIRPORT BCN        APPROX. 0.6 KM 1565410.4 |
 MM0352| CN8126 CLINCH RM 1                          10.789 METERS 20642     |
 MM0352| CN8127 CLINCH RM 2                           9.177 METERS 27101     |
 MM0352| CN8129 CLINCH RM 4                          18.611 METERS 33449     |
 MM0352|---------------------------------------------------------------------|
 MM0352
 MM0352                          SUPERSEDED SURVEY CONTROL
 MM0352
 MM0352  NAD 83(2007)-  41 07 59.89381(N)    100 42 31.24018(W) AD(2002.00) 0
 MM0352  ELLIP H (02/10/07)  825.497  (m)                       GP(2002.00)    
 MM0352  ELLIP H (01/04/02)  825.492  (m)                       GP(       ) 4 2
 MM0352  NAD 83(1995)-  41 07 59.89334(N)    100 42 31.23989(W) AD(       ) 3
 MM0352  ELLIP H (09/17/98)  825.528  (m)                       GP(       ) 4 2
 MM0352  NAD 83(1995)-  41 07 59.89981(N)    100 42 31.23917(W) AD(       ) 3
 MM0352  NAD 83(1986)-  41 07 59.90472(N)    100 42 31.24666(W) AD(       ) 3
 MM0352  NAD 27      -  41 07 59.90558(N)    100 42 29.73653(W) AD(       ) 3
 MM0352  NAVD 88             847.76   (m)         2781.4    (f) LEVELING    3  
 MM0352  NAVD 88 (06/15/91)  847.706  (m)         2781.18   (f) SUPERSEDED  1 2
 MM0352  NGVD 29 (02/14/92)  847.358  (m)         2780.04   (f) ADJUSTED    1 2
 MM0352
 MM0352.Superseded values are not recommended for survey control.
 MM0352
 MM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0352.See file dsdata.pdf to determine how the superseded data were derived.
 MM0352
 MM0352_MARKER: DS = TRIANGULATION STATION DISK
 MM0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0352_STAMPING: CLINCH 1951
 MM0352_MARK LOGO: CGS
 MM0352_PROJECTION: FLUSH
 MM0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0352+STABILITY: SURFACE MOTION
 MM0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0352+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MM0352
 MM0352  HISTORY     - Date     Condition        Report By
 MM0352  HISTORY     - 1951     MONUMENTED       CGS
 MM0352  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MM0352  HISTORY     - 1967     GOOD             CGS
 MM0352  HISTORY     - 1968     GOOD             CGS
 MM0352  HISTORY     - 1974     GOOD             NGS
 MM0352  HISTORY     - 1977     GOOD             NGS
 MM0352  HISTORY     - 1986     GOOD             NGS
 MM0352  HISTORY     - 19970805 GOOD             NGS
 MM0352
 MM0352                          STATION DESCRIPTION
 MM0352
 MM0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0352'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE NORTH
 MM0352'PLATTE MUNICIPAL AIRPORT WHICH IS JUST EAST OF THE CITY OF NORTH
 MM0352'PLATTE AND JUST SOUTH OF U.S. HIGHWAY 30.  IT IS 132.0 FEET
 MM0352'NORTHEAST OF THE NORTHWEST CORNER OF THE UNITED AIR LINES
 MM0352'OFFICE BUILDING, 40.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MM0352'30 AND 4.0 FEET WEST OF A FENCE CORNER AT THE NORTHWEST CORNER
 MM0352'OF THE AIRFIELD.  IT IS SET FLUSH AND STAMPED CLINCH 1951.
 MM0352'
 MM0352'REFERENCE MARK NO. 1 IS 97.0 FEET NORTHEAST OF THE NORTHWEST
 MM0352'CORNER OF THE UNITED AIR LINES OFFICE BUILDING AND 0.5 FOOT
 MM0352'WEST OF A RAIL AT THE WEST EDGE OF THE AIRFIELD.  IT IS SET
 MM0352'FLUSH AND STAMPED CLINCH NO 1 1951.
 MM0352'
 MM0352'REFERENCE MARK NO. 2 IS 40.0 FEET SOUTH OF THE CENTER OF
 MM0352'U.S. HIGHWAY 30.  IT IS SET FLUSH AND STAMPED CLINCH NO 2 1951.
 MM0352'
 MM0352'THE DISTANCE BETWEEN REFERENCE MARKS IS 35.1 FEET.
 MM0352'
 MM0352'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION AND ON THE
 MM0352'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.  IT IS 55.0 FEET NORTH
 MM0352'OF THE CENTER OF U.S. HIGHWAY 30, 23.0 FEET EAST OF THE CENTER
 MM0352'OF A NORTH-SOUTH GRAVELED ROAD, 1.5 FEET SOUTH OF A TELEPHONE
 MM0352'POLE AND 1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3 INCHES
 MM0352'AND IS STAMPED CLINCH 1951.
 MM0352'
 MM0352'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MM0352
 MM0352                          STATION RECOVERY (1963)
 MM0352
 MM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0352'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND
 MM0352'TO BE LEANING.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 MM0352'THE UNDERGROUND STATION MARK WAS RECOVERED AND THE SURFACE
 MM0352'MARK WAS RE-PLUMBED OVER THE UNDERGROUND MARK.  NO ATTEMPT
 MM0352'WAS MADE TO CORRECT THE REFERENCE MARKS NOR WERE THEY OBSERVED
 MM0352'UPON AT THIS TIME.  THIS STATION WAS USED FOR AIRPORT SURVEY
 MM0352'CONTROL.
 MM0352
 MM0352                          STATION RECOVERY (1967)
 MM0352
 MM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 MM0352'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 MM0352'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 MM0352'RECOVERED AND BOTH MARKS HAVE BEEN HIT BY A ROAD GRADER AND TILTED
 MM0352'OVER.
 MM0352'
 MM0352'THE STATION IS LOCATED AT THE NORTH PLATTE AIRPORT (LEE BIRD
 MM0352'FIELD) NEAR THE PHYSICAL END OF RUNWAY 12, 40.0 FEET SOUTH OF THE
 MM0352'CENTER LINE OF OLD HIGHWAY 30.  A ROUND WOODEN WITNESS POST WITH
 MM0352'SIGN STANDS ADJACENT TO THE STATION MARK.
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8 MILES
 MM0352'EAST OF NORTH PLATTE
 MM0352
 MM0352                          STATION RECOVERY (1968)
 MM0352
 MM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MM0352'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 MM0352'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0352'NO. 2 WERE FOUND DESTROYED.
 MM0352'
 MM0352'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MM0352'
 MM0352'FOLLOWING IS A NEW DESCRIPTION.
 MM0352'
 MM0352'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT THE
 MM0352'NORTH PLATTE, AIRPORT (LEEBIRD FIELD) WHICH IS ABOUT 2.8 MILES
 MM0352'EAST OF NORTH PLATTE ALONG U.S. HIGHWAY 30, GO WEST ON OLD
 MM0352'U.S. HIGHWAY 30 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 MM0352'
 MM0352'STATION MARK, A STANDARD DISK STAMPED CLINCH 1951, IS SET IN
 MM0352'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MM0352'262 FEET WEST-NORTHWEST OF THE NORTH POINT OF NORTHWEST-SOUTHEAST
 MM0352'RUNWAY, 109 FEET SOUTHWEST OF A JOG IN A EAST-WEST FENCELINE,
 MM0352'40 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 30, AND 1.5
 MM0352'FEET EAST OF A LARGE WOODEN POST WITH A WITNESS SIGN.  THE
 MM0352'UNDERGROUND MARK WAS NOT INSPECTED.
 MM0352'
 MM0352'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLINCH 1951 NO. 3
 MM0352'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MM0352'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET SOUTHWEST OF
 MM0352'THE JOG IN THE FENCE, 16 FEET NORTH OF THE CENTER OF OLD U.S.
 MM0352'HIGHWAY 30, AND 15 FEET SOUTH OF THE FENCE.
 MM0352'
 MM0352'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CLINCH 1951 NO. 4
 MM0352'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MM0352'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 109.5 FEET
 MM0352'WEST-SOUTHWEST OF THE JOG IN THE FENCE, 15.5 FEET NORTH OF THE
 MM0352'CENTER OF OLD U.S. HIGHWAY 30, AND 1 FOOT SOUTH OF THE FENCE.
 MM0352'
 MM0352'AZIMUTH MARK, A STANDARD DISK STAMPED CLINCH 1951, IS SET IN THE
 MM0352'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MM0352'55 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY 30, 23 FEET
 MM0352'EAST OF THE CENTER OF A ROAD, 2 FEET SOUTH OF A TELEPHONE POLE,
 MM0352'1.5 FEET WEST OF A FENCE, AND 1.5 FEET SOUTH OF AN UNDERGROUND
 MM0352'REPAIR STATION FOR TELEPHONE COMPANY.
 MM0352'
 MM0352'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON OLD
 MM0352'U.S. HIGHWAY 30 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT AND THE
 MM0352'AZIMUTH MARK.  (ABOUT 0.05 MILE EAST-NORTHEAST OF THE
 MM0352'ADMINISTRATION BUILDING.)
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8
 MM0352'MILES EAST OF NORTH PLATTE.
 MM0352
 MM0352                          STATION RECOVERY (1974)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 MM0352'RECOVERED IN GOOD CONDITION, NO DESCRIPTION FURNISHED.
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MM0352'EAST OF NORTH PLATTE, ON LEE BIRD AIRPORT.
 MM0352
 MM0352                          STATION RECOVERY (1977)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 MM0352'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, THE
 MM0352'OTHER MARKS WERE NOT SEARCHED FOR.
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8 MILES
 MM0352'EAST OF NORTH PLATTE.
 MM0352
 MM0352                          STATION RECOVERY (1986)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0352'4.6 KM (2.85 MI) EAST FROM NORTH PLATTE.
 MM0352'4.65 KM (2.9 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0352'HIGHWAY 83 AT NORTH PLATTE, ON THE NORTHWEST PROPERTY CORNER OF THE
 MM0352'LEE BIRD AIRFIELD, 0.35 KM (0.2 MI) EAST OF THE EAST END OF THE BRIDGE
 MM0352'OVER THE NORTH PLATTE RIVER, 44.2 METERS (145 FT) SOUTH OF THE HIGHWAY
 MM0352'CENTERLINE, 79.2 METERS (260 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 MM0352'THE NORTHWEST-SOUTHEAST CONCRETE RUNWAY AND 12.2 METERS (40 FT) SOUTH
 MM0352'OF THE CENTER OF THE OLD HIGHWAY.
 MM0352'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 MM0352'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 MM0352
 MM0352                          STATION RECOVERY (1997)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0352'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHWEST OF MAXWELL,
 MM0352'4.8 KM (3.00 MI) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 MM0352'AIRPORT AND NEAR THE EXTREME NORTHWEST END OF RUNWAY 12R.
 MM0352'OWNERSHIP--NORTH PLATTE AIRPORT AUTHORITY, PO BOX 1517, NORTH PLATTE,
 MM0352'NE 69103.  AIRPORT MANAGER IS KENT PENNEY, PHONE (308) 532-1900.  TO
 MM0352'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 MM0352'HIGHWAY 56 G LINK (2.3 MI SOUTHEAST OF NORTH PLATTE) EXIT 179, GO
 MM0352'NORTH ON STATE HIGHWAY 56 G LINK FOR 2.98 KM (1.85 MI) TO A
 MM0352'T-JUNCTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 2.4 KM (1.50
 MM0352'MI) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT
 MM0352'ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A INTERSECTION AND THE AIRPORT
 MM0352'OFFICE AHEAD, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.3 KM (0.20
 MM0352'MI) TO A LOCKED GATE, PASS THROUGH GATE, CONTINUE AHEAD AND GO WEST ON
 MM0352'PAVED THEN GRAVEL ROAD FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT
 MM0352'JUST PAST THE EXTENDED CENTERLINE OF RUNWAY 12R.  THE STATION IS ABOUT
 MM0352'.35 KM (0.20 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE NORTH
 MM0352'PLATTE RIVER, 79.2 M (259.8 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 MM0352'THE RUNWAY 30L OVERUN, 44.2 M (145.0 FT) SOUTH OF THE HIGHWAY
 MM0352'CENTERLINE, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF A GRAVEL AIRPORT
 MM0352'PERIMETER ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6
 MM0352'M (2.0 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4154 ***********************************************************************
 AB4154  SACS        -  This is a Secondary Airport Control Station.
 AB4154  DESIGNATION -  CNP A
 AB4154  PID         -  AB4154
 AB4154  STATE/COUNTY-  NE/DEUEL
 AB4154  COUNTRY     -  US
 AB4154  USGS QUAD   -  CHAPPELL (2017)
 AB4154
 AB4154                         *CURRENT SURVEY CONTROL
 AB4154  ______________________________________________________________________
 AB4154* NAD 83(2011) POSITION- 41 04 42.33682(N) 102 27 53.56883(W)   ADJUSTED
 AB4154* NAD 83(2011) ELLIP HT-  1100.935 (meters)        (06/27/12)   ADJUSTED
 AB4154* NAD 83(2011) EPOCH   -  2010.00
 AB4154* NAVD 88 ORTHO HEIGHT -  1121.08  (meters)     3678.1   (feet) GPS OBS
 AB4154  ______________________________________________________________________
 AB4154  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4154  GEOID HEIGHT    -        -20.044 (meters)                     GEOID96
 AB4154  GEOID HEIGHT    -        -20.093 (meters)                     GEOID18
 AB4154  NAD 83(2011) X  - -1,039,426.721 (meters)                     COMP
 AB4154  NAD 83(2011) Y  - -4,702,188.987 (meters)                     COMP
 AB4154  NAD 83(2011) Z  -  4,169,715.976 (meters)                     COMP
 AB4154  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 AB4154
 AB4154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4154  Standards:
 AB4154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4154  -------------------------------------------------------------------
 AB4154  NETWORK    0.61   1.22           0.28   0.21   0.62     -0.04196737
 AB4154  -------------------------------------------------------------------
 AB4154  Click here for local accuracies and other accuracy information.
 AB4154
 AB4154.This mark is at Billy G Ray Field Airport (CNP)
 AB4154
 AB4154.The horizontal coordinates were established by GPS observations
 AB4154.and adjusted by the National Geodetic Survey in June 2012.
 AB4154
 AB4154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4154.been affixed to the stable North American tectonic plate. See 
 AB4154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4154
 AB4154.The horizontal coordinates are valid at the epoch date displayed above
 AB4154.which is a decimal equivalence of Year/Month/Day.
 AB4154
 AB4154.The orthometric height was determined by GPS observations and a
 AB4154.high-resolution geoid model.
 AB4154
 AB4154.GPS derived orthometric heights for airport stations designated as
 AB4154.PACS or SACS are published to 2 decimal places.  This maintains
 AB4154.centimeter relative accuracy between the PACS and SACS.  It does
 AB4154.not indicate centimeter accuracy relative to other marks which are
 AB4154.part of the published vertical control network.
 AB4154
 AB4154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4154.GEOID18 height accuracy estimate available here.
 AB4154
 AB4154.Click photographs - Photos may exist for this station.
 AB4154
 AB4154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4154
 AB4154.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4154
 AB4154.The ellipsoidal height was determined by GPS observations
 AB4154.and is referenced to NAD 83.
 AB4154
 AB4154. The following values were computed from the NAD 83(2011) position.
 AB4154
 AB4154;                    North         East     Units Scale Factor Converg.
 AB4154;SPC NE       -   141,189.454   292,955.899   MT  0.99968625   -1 38 00.5
 AB4154;SPC NE       -   463,219.07    961,139.48   sFT  0.99968625   -1 38 00.5
 AB4154;UTM  13      - 4,550,560.175   712,964.146   MT  1.00015823   +1 39 59.1
 AB4154
 AB4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4154!SPC NE       -   0.99982734  x   0.99968625  =   0.99951364
 AB4154!UTM  13      -   0.99982734  x   1.00015823  =   0.99998554
 AB4154
 AB4154:                Primary Azimuth Mark                     Grid Az
 AB4154:SPC NE       -  BILLIE RAY                               133 34 43.4
 AB4154:UTM  13      -  BILLIE RAY                               130 16 43.8
 AB4154
 AB4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1296450560(NAD 83)
 AB4154
 AB4154|---------------------------------------------------------------------|
 AB4154| PID    Reference Object                     Distance      Geod. Az  |
 AB4154|                                                           dddmmss.s |
 AB4154| MN0657 BILLIE RAY                          451.047 METERS 1315642.9 |
 AB4154|---------------------------------------------------------------------|
 AB4154
 AB4154                          SUPERSEDED SURVEY CONTROL
 AB4154
 AB4154  NAD 83(2007)-  41 04 42.33669(N)    102 27 53.56958(W) AD(2002.00) 0
 AB4154  ELLIP H (02/10/07) 1100.962  (m)                       GP(2002.00)    
 AB4154  ELLIP H (12/19/01) 1100.947  (m)                       GP(       ) 4 2
 AB4154  NAD 83(1995)-  41 04 42.33620(N)    102 27 53.56934(W) AD(       ) 1
 AB4154  ELLIP H (09/17/98) 1100.987  (m)                       GP(       ) 4 2
 AB4154
 AB4154.Superseded values are not recommended for survey control.
 AB4154
 AB4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4154.See file dsdata.pdf to determine how the superseded data were derived.
 AB4154
 AB4154_MARKER: DD = SURVEY DISK
 AB4154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4154_STAMPING: CNP A 1995
 AB4154_MARK LOGO: NGS
 AB4154_PROJECTION: FLUSH
 AB4154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4154+STABILITY: SURFACE MOTION
 AB4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4154+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 AB4154_ROD/PIPE-DEPTH: 1 meters
 AB4154
 AB4154  HISTORY     - Date     Condition        Report By
 AB4154  HISTORY     - 1995     MONUMENTED       NGS
 AB4154  HISTORY     - 19970801 GOOD             NGS
 AB4154  HISTORY     - 20060111 GOOD             NDA
 AB4154
 AB4154                          STATION DESCRIPTION
 AB4154
 AB4154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4154'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF LODGEPOLE,
 AB4154'0.7 MI (1.1 KM) SOUTH OF CHAPPELL, AND AT THE CHAPPELL/BILLY G. RAY
 AB4154'FIELD.  OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, PO BOX 546, CHAPPELL,
 AB4154'NE 69129.  AIRPORT MANAGER IS DON MILBURN, PHONE (308) 874-2647.  TO
 AB4154'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 AB4154'HIGHWAY 25A LINK (EXIT 85), GO NORTH ON STATE HIGHWAY 25A LINK FOR 0.1
 AB4154'MI (0.2 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST
 AB4154'ON AIRPORT ROAD FOR 0.7 MI (1.1 KM) TO A GATE, PASS THROUGH GATE AND
 AB4154'GO EAST-SOUTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED TAXIWAY,
 AB4154'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 AB4154'KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.3
 AB4154'MI (0.5 KM) TO THE STATION ON THE RIGHT, IN LINE WITH OPPOSITE SIDE
 AB4154'RUNWAY LIGHTS.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET
 AB4154'INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 13 CM PVC
 AB4154'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONRETE
 AB4154'ARE FLUSH WITH GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AB4154'BOTTOM OF THE FENO PIPE.  LOCATED 127.5 FT (38.9 M) SOUTHWEST OF A
 AB4154'WITNESS POST SET INTO A FENCE LINE, 124.0 FT (37.8 M) NORTHEAST OF THE
 AB4154'RUNWAY CENTER, 86.3 FT (26.3 M) NORTHEAST OF A RUNWAY LIGHT (60) AND
 AB4154'1.1 FT (0.3 M) SOUTHEAST OF A SHORT WITNESS POST.  THIS STATION TO BE
 AB4154'USED AS SACS.
 AB4154
 AB4154                          STATION RECOVERY (1997)
 AB4154
 AB4154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4154'RECOVERED AS DESCRIBED.
 AB4154
 AB4154                          STATION RECOVERY (2006)
 AB4154
 AB4154'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0454 ***********************************************************************
 NO0454  DESIGNATION -  CODY MUNICIPAL TANK
 NO0454  PID         -  NO0454
 NO0454  STATE/COUNTY-  NE/CHERRY
 NO0454  COUNTRY     -  US
 NO0454  USGS QUAD   -  CODY EAST (2017)
 NO0454
 NO0454                         *CURRENT SURVEY CONTROL
 NO0454  ______________________________________________________________________
 NO0454* NAD 83(1995) POSITION- 42 56 12.25838(N) 101 14 47.41177(W)   ADJUSTED
 NO0454  ______________________________________________________________________
 NO0454  GEOID HEIGHT    -        -20.386 (meters)                     GEOID18
 NO0454  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 NO0454  HORZ ORDER      -  THIRD
 NO0454
 NO0454.The horizontal coordinates were established by classical geodetic methods
 NO0454.and adjusted by the National Geodetic Survey in August 1997.
 NO0454
 NO0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0454.GEOID18 height accuracy estimate available here.
 NO0454
 NO0454.Click photographs - Photos may exist for this station.
 NO0454
 NO0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0454
 NO0454. The following values were computed from the NAD 83(1995) position.
 NO0454
 NO0454;                    North         East     Units Scale Factor Converg.
 NO0454;SPC NE       -   345,326.896   398,261.120   MT  0.99997159   -0 49 33.8
 NO0454;SPC NE       - 1,132,959.99  1,306,628.36   sFT  0.99997159   -0 49 33.8
 NO0454;SPC SD S     -    67,443.226   525,466.102   MT  0.99997712   -0 37 47.8
 NO0454;SPC SD S     -   221,269.98  1,723,966.70   sFT  0.99997712   -0 37 47.8
 NO0454;UTM  14      - 4,756,238.254   316,700.021   MT  1.00001336   -1 31 50.6
 NO0454
 NO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1670056238(NAD 83)
 NO0454
 NO0454                          SUPERSEDED SURVEY CONTROL
 NO0454
 NO0454  NAD 83(1986)-  42 56 12.25511(N)    101 14 47.41963(W) AD(       ) 3
 NO0454  NAD 27      -  42 56 12.24000(N)    101 14 45.89100(W) AD(       ) 3
 NO0454
 NO0454.Superseded values are not recommended for survey control.
 NO0454
 NO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0454.See file dsdata.pdf to determine how the superseded data were derived.
 NO0454
 NO0454_MARKER: 53 = ELEVATED TANK
 NO0454
 NO0454  HISTORY     - Date     Condition        Report By
 NO0454  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0454
 NO0454                          STATION DESCRIPTION
 NO0454
 NO0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0454'LOCATED IN THE WEST EDGE OF CODY AND ABOUT 1 BLOCK NORTH OF
 NO0454'THE RAILROAD STATION.  IT IS A 4-LEGGED STEEL STRUCTURE
 NO0454'ABOUT 125 FEET HIGH WITH THE LETTERING CODY ON THE SOUTH SIDE
 NO0454'OF THE TANK.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 NO0454'TANK ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1160 ***********************************************************************
 ML1160  DESIGNATION -  COFFMAN
 ML1160  PID         -  ML1160
 ML1160  STATE/COUNTY-  NE/CUSTER
 ML1160  COUNTRY     -  US
 ML1160  USGS QUAD   -  EDDYVILLE NE (2017)
 ML1160
 ML1160                         *CURRENT SURVEY CONTROL
 ML1160  ______________________________________________________________________
 ML1160* NAD 83(1995) POSITION- 41 14 39.45434(N) 099 31 17.71648(W)   ADJUSTED
 ML1160* NAVD 88 ORTHO HEIGHT -   820.62  (+/-2cm)     2692.3   (feet) VERTCON
 ML1160  ______________________________________________________________________
 ML1160  GEOID HEIGHT    -        -23.112 (meters)                     GEOID18
 ML1160  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 ML1160  HORZ ORDER      -  FIRST
 ML1160  VERT ORDER      -  THIRD ? (See Below)
 ML1160
 ML1160.The horizontal coordinates were established by classical geodetic methods
 ML1160.and adjusted by the National Geodetic Survey in August 1997.
 ML1160
 ML1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1160
 ML1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1160.GEOID18 height accuracy estimate available here.
 ML1160
 ML1160.The vertical order pertains to the NGVD 29 superseded value.
 ML1160
 ML1160.Click photographs - Photos may exist for this station.
 ML1160
 ML1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1160
 ML1160. The following values were computed from the NAD 83(1995) position.
 ML1160
 ML1160;                    North         East     Units Scale Factor Converg.
 ML1160;SPC NE       -   156,763.448   540,088.826   MT  0.99966896   +0 19 01.4
 ML1160;SPC NE       -   514,314.75  1,771,941.42   sFT  0.99966896   +0 19 01.4
 ML1160;UTM  14      - 4,566,007.614   456,295.942   MT  0.99962351   -0 20 37.9
 ML1160
 ML1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1160!SPC NE       -   0.99987492  x   0.99966896  =   0.99954392
 ML1160!UTM  14      -   0.99987492  x   0.99962351  =   0.99949848
 ML1160
 ML1160:                Primary Azimuth Mark                     Grid Az
 ML1160:SPC NE       -  COFFMAN AZ MK                            275 23 23.4
 ML1160:UTM  14      -  COFFMAN AZ MK                            276 03 02.7
 ML1160
 ML1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5629566007(NAD 83)
 ML1160
 ML1160|---------------------------------------------------------------------|
 ML1160| PID    Reference Object                     Distance      Geod. Az  |
 ML1160|                                                           dddmmss.s |
 ML1160| CN8971 COFFMAN RM 1 AZIMUTH                               1015224.6 |
 ML1160| CN8972 COFFMAN RM 2                         36.452 METERS 18317     |
 ML1160| CN8973 COFFMAN RM 3                         19.150 METERS 25157     |
 ML1160| CN8970 COFFMAN AZ MK                                      2754224.8 |
 ML1160|---------------------------------------------------------------------|
 ML1160
 ML1160                          SUPERSEDED SURVEY CONTROL
 ML1160
 ML1160  NAD 83(1986)-  41 14 39.46130(N)    099 31 17.72153(W) AD(       ) 1
 ML1160  NAD 27      -  41 14 39.43300(N)    099 31 16.33600(W) AD(       ) 1
 ML1160  NGVD 29             820.37   (m)         2691.5    (f) LEVELING    3  
 ML1160
 ML1160.Superseded values are not recommended for survey control.
 ML1160
 ML1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1160.See file dsdata.pdf to determine how the superseded data were derived.
 ML1160
 ML1160_MARKER: DS = TRIANGULATION STATION DISK
 ML1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1160_STAMPING: COFFMAN 1933
 ML1160_MARK LOGO: CGS
 ML1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1160+STABILITY: SURFACE MOTION
 ML1160
 ML1160  HISTORY     - Date     Condition        Report By
 ML1160  HISTORY     - 1933     MONUMENTED       CGS
 ML1160  HISTORY     - 1951     GOOD             CGS
 ML1160
 ML1160                          STATION DESCRIPTION
 ML1160
 ML1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1160'ABOUT 8 MILES SOUTHWEST OF ANSLEY AND 8 MILES SOUTH OF BERWYN,
 ML1160'IN NORTHWEST QUARTER SEC. 29, T. 15 N., R. 19 W., ON LAND
 ML1160'OWNED AND OCCUPIED BY J.B. COFFMAN.  STATION IS ON A FLAT-TOPPED
 ML1160'HILL IN PASTURE.
 ML1160'
 ML1160'REACHED FROM BERWYN, A VILLAGE ON STATE HIGHWAY 2 AND THE
 ML1160'CHICAGO, BURLINGTON AND QUINCY RAILROAD, BY FOLLOWING GRADED
 ML1160'ROAD SOUTH 1.5 MILES, THENCE TO RIGHT ON ROAD LEADING WEST AND
 ML1160'SOUTH 6.7 MILES, THENCE EAST ACROSS FIELDS AND PASTURE 0.4
 ML1160'MILE TO STATION.  AN OLD WAGON TRAIL CROSSES THE PASTURE 40
 ML1160'YARDS SOUTH OF STATION.  MARK IS ON EXTREME NORTHERLY PART OF
 ML1160'FLAT-TOPPED SUMMIT.
 ML1160'
 ML1160'REFERENCE MARK NO. 1 IS 0.3 MILE EAST OF STATION ON CREST OF
 ML1160'RIDGE, AND JUST NORTH OF THE WAGON TRAIL WHICH PASSES THE STATION.
 ML1160'
 ML1160'REFERENCE MARK NO. 2 IS SOUTH OF STATION JUST NORTH OF WAGON
 ML1160'TRAIL, AND SAME ELEVATION AS STATION.
 ML1160'
 ML1160'REFERENCE MARK NO. 3 IS WEST OF STATION, ON SLOPE, AND 3 FEET
 ML1160'LOWER THAN THE STATION.
 ML1160'
 ML1160'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.08 METERS.
 ML1160
 ML1160                          STATION RECOVERY (1951)
 ML1160
 ML1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1160'THE STATION, REFERENCE MARK NUMBER 2 AND REFERENCE MARK NUMBER
 ML1160'3 WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK
 ML1160'NO. 1 (AZIMUTH MARK) WAS NOT RECOVERED AND A NEW AZIMUTH MARK WAS
 ML1160'ESTABLISHED BY THIS PARTY.
 ML1160'
 ML1160'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1160'
 ML1160'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ANSLEY AND 8
 ML1160'MILES SOUTH-SOUTHWEST OF BERWYN.  IT IS ON THE TOP OF A GRASS
 ML1160'COVERED RIDGE WHICH IS FLAT ON THE TOP.  IT IS SURROUNDED BY
 ML1160'A 10 FOOT SQUARE WIRE FENCE.  IT IS STAMPED COFFMAN 1933 AND
 ML1160'PROJECTS 2 INCHES.
 ML1160'
 ML1160'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 ML1160'STATION.  IT IS STAMPED COFFMAN NO 2 1933 AND PROJECTS 3 INCHES.
 ML1160'
 ML1160'REFERENCE MARK NO. 3 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 ML1160'THE STATION.  IT IS STAMPED COFFMAN NO 3 1933 AND PROJECTS 3 INCHES.
 ML1160'
 ML1160'THE DISTANCE BETWEEN REFERENCE NO. 2 AND REFERENCE MARK NO. 3
 ML1160'IS 113.2 FEET.
 ML1160'
 ML1160'THE AZIMUTH MARK IS LOCATED 33 FEET EAST OF THE CENTER OF A
 ML1160'NORTH-SOUTH DIRT ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1
 ML1160'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED COFFMAN
 ML1160'1951 AND PROJECTS 7 INCHES.
 ML1160'
 ML1160'TO REACH THE STATION FROM THE DEPOT IN BERWYN, GO SOUTH FOR 0.05
 ML1160'MILE TO STATE HIGHWAY 2.  CONTINUE SOUTHERLY ON A WINDING
 ML1160'GRAVELED ROAD FOR 5.5 MILES TO A CROSSROAD, TURN RIGHT AND GO
 ML1160'WEST ON A DIRT ROAD FOR 2.0 MILES TO A T ROAD INTERSECTION, TURN
 ML1160'LEFT AND GO SOUTH ON A DIRT ROAD FOR 2.2 MILES TO THE AZIMUTH
 ML1160'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.15 MILE
 ML1160'TO THE FOOT OF THE HILL AND A GATE ON THE LEFT (JUST WEST OF
 ML1160'A DAM), PASS THROUGH THE GATE AND GO EASTERLY UP HILL THROUGH
 ML1160'THE PASTURE FOR 0.45 MILE TO THE HIGHEST POINT OF THE RIDGE
 ML1160'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0442 ***********************************************************************
 LJ0442  DESIGNATION -  COLBURN
 LJ0442  PID         -  LJ0442
 LJ0442  STATE/COUNTY-  NE/RED WILLOW
 LJ0442  COUNTRY     -  US
 LJ0442  USGS QUAD   -  BARTLEY SW (2017)
 LJ0442
 LJ0442                         *CURRENT SURVEY CONTROL
 LJ0442  ______________________________________________________________________
 LJ0442* NAD 83(1995) POSITION- 40 20 09.86718(N) 100 29 51.66738(W)   ADJUSTED
 LJ0442* NAVD 88 ORTHO HEIGHT -   825.21  (+/-2cm)     2707.4   (feet) VERTCON
 LJ0442  ______________________________________________________________________
 LJ0442  GEOID HEIGHT    -        -23.833 (meters)                     GEOID18
 LJ0442  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 LJ0442  HORZ ORDER      -  SECOND
 LJ0442  VERT ORDER      -  THIRD ? (See Below)
 LJ0442
 LJ0442.The horizontal coordinates were established by classical geodetic methods
 LJ0442.and adjusted by the National Geodetic Survey in August 1997.
 LJ0442
 LJ0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0442
 LJ0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0442.GEOID18 height accuracy estimate available here.
 LJ0442
 LJ0442.The vertical order pertains to the NGVD 29 superseded value.
 LJ0442
 LJ0442.Click photographs - Photos may exist for this station.
 LJ0442
 LJ0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0442
 LJ0442. The following values were computed from the NAD 83(1995) position.
 LJ0442
 LJ0442;                    North         East     Units Scale Factor Converg.
 LJ0442;SPC NE       -    55,942.268   457,715.753   MT  0.99986495   -0 19 47.3
 LJ0442;SPC NE       -   183,537.26  1,501,689.10   sFT  0.99986495   -0 19 47.3
 LJ0442;UTM  14      - 4,466,135.589   372,784.588   MT  0.99979922   -0 58 10.3
 LJ0442
 LJ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0442!SPC NE       -   0.99987430  x   0.99986495  =   0.99973927
 LJ0442!UTM  14      -   0.99987430  x   0.99979922  =   0.99967355
 LJ0442
 LJ0442:                Primary Azimuth Mark                     Grid Az
 LJ0442:SPC NE       -  COLBURN AZ MK RESET                      266 22 32.4
 LJ0442:UTM  14      -  COLBURN AZ MK RESET                      267 00 55.4
 LJ0442
 LJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7278466135(NAD 83)
 LJ0442
 LJ0442|---------------------------------------------------------------------|
 LJ0442| PID    Reference Object                     Distance      Geod. Az  |
 LJ0442|                                                           dddmmss.s |
 LJ0442| CN8975 COLBURN RM 1                         19.837 METERS 11800     |
 LJ0442| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.10.8 KM 1422301.7 |
 LJ0442| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.12.6 KM 1471438.2 |
 LJ0442| CN8976 COLBURN RM 2                         39.435 METERS 20231     |
 LJ0442| LJ0450 MC COOK CBQ RR CONC STK             APPROX.19.1 KM 2144157.1 |
 LJ0442| LJ0453 MC COOK MUNICIPAL TANK              APPROX.17.6 KM 2155321.2 |
 LJ0442| LJ0462 MC COOK RAD STA KBRL MAST           APPROX.19.1 KM 2212208.6 |
 LJ0442| LJ0464 MC COOK REA RADIO MAST              APPROX.18.8 KM 2235924.5 |
 LJ0442| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX.19.4 KM 2250648.9 |
 LJ0442| CN8977 COLBURN RM 2 RESET                   14.478 METERS 22732     |
 LJ0442| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.18.4 KM 2603426.6 |
 LJ0442| CN8974 COLBURN AZ MK RESET                                2660245.1 |
 LJ0442|---------------------------------------------------------------------|
 LJ0442
 LJ0442                          SUPERSEDED SURVEY CONTROL
 LJ0442
 LJ0442  NAD 83(1986)-  40 20 09.87210(N)    100 29 51.67294(W) AD(       ) 2
 LJ0442  NAD 27      -  40 20 09.85148(N)    100 29 50.13909(W) AD(       ) 2
 LJ0442  NGVD 29             824.88   (m)         2706.3    (f) LEVELING    3  
 LJ0442
 LJ0442.Superseded values are not recommended for survey control.
 LJ0442
 LJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0442.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0442
 LJ0442_MARKER: DS = TRIANGULATION STATION DISK
 LJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0442_STAMPING: COLBURN 1951
 LJ0442_MARK LOGO: CGS
 LJ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0442+STABILITY: SURFACE MOTION
 LJ0442
 LJ0442  HISTORY     - Date     Condition        Report By
 LJ0442  HISTORY     - 1951     MONUMENTED       CGS
 LJ0442  HISTORY     - 1963     GOOD             BOR
 LJ0442
 LJ0442                          STATION DESCRIPTION
 LJ0442
 LJ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0442'THE STATION IS LOCATED ABOUT 11.5 MILES NORTHEAST OF MC COOK,
 LJ0442'8.0 MILES NORTH-NORTHWEST OF INDIANOLA, AT A FARM YARD ENTRANCE
 LJ0442'AND JUST NORTH OF A T ROAD INTERSECTION.  IT IS 80.0 FEET
 LJ0442'NORTH OF THE CENTER OF A T ROAD INTERSECTION, 31.0 FEET
 LJ0442'NORTH OF A FENCE CORNER, 18.0 FEET EAST OF THE CENTER OF
 LJ0442'A FARM LANE, 4.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 LJ0442'4.0 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND
 LJ0442'IS STAMPED COLBURN 1951.
 LJ0442'
 LJ0442'REFERENCE MARK NO. 1 IS 33.0 FEET NORTH OF THE CENTER OF AN
 LJ0442'EAST-WEST GRAVELED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LJ0442'IT PROJECTS 3 INCHES AND IS STAMPED COLBURN NO 1 1951.
 LJ0442'
 LJ0442'REFERENCE MARK NO. 2 IS 66.0 FEET SOUTHWEST OF THE CENTER
 LJ0442'OF A T ROAD INTERSECTION, 4.0 FEET SOUTH OF A FENCE CORNER
 LJ0442'AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES
 LJ0442'AND IS STAMPED COLBURN NO 2 1951.
 LJ0442'
 LJ0442'THE DISTANCE BETWEEN REFERENCE MARKS IS 139.1 FEET.
 LJ0442'
 LJ0442'THE AZIMUTH MARK IS 32.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0442'GRAVELED ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST AND 1.0
 LJ0442'FOOT NORTH OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS
 LJ0442'STAMPED COLBURN 1951.
 LJ0442'
 LJ0442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 LJ0442'GRAVELED ROAD FOR 0.25 MILE TO A FENCE CORNER AT THE NORTHWEST
 LJ0442'CORNER OF A FARM YARD AND THE AZIMUTH MARK ON THE LEFT AS
 LJ0442'DESCRIBED.
 LJ0442'
 LJ0442'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO
 LJ0442'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 6.  TURN LEFT, EAST, ON
 LJ0442'U.S. HIGHWAY 6 FOR 7.0 MILES TO A CROSSROAD AND A LARGE
 LJ0442'SCHOOLHOUSE AT A NORTHWEST ANGLE.  CONTINUE EAST ON U.S.
 LJ0442'HIGHWAY 6 FOR 1.0 MILE TO A T ROAD LEADING NORTH.  TURN LEFT,
 LJ0442'NORTH, ON A GRAVELED ROAD FOR 3.0 MILES TO A T ROAD INTERSECTION
 LJ0442'AND WHERE THE MAIN ROAD TURNS WEST.  TURN LEFT AND FOLLOW
 LJ0442'THE MAIN GRAVELED ROAD WEST FOR 0.45 MILE TO A T ROAD LEADING
 LJ0442'NORTH.  TURN RIGHT, NORTH, ON A GRAVELED FOR 4.0 MILE TO A
 LJ0442'T ROAD INTERSECTION AND THE STATION AS DESCRIBED.
 LJ0442'
 LJ0442'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0442
 LJ0442                          STATION RECOVERY (1963)
 LJ0442
 LJ0442'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1963
 LJ0442'COMPUTATION DONE IN WASHINGTON OFFICE FROM DATA FURNISHED
 LJ0442'BY U.S.B.R.--
 LJ0442'
 LJ0442'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 LJ0442'DUE TO RELOCATION OF A COUNTY ROAD, IT WAS NECESSARY TO MOVE
 LJ0442'R.M. 2, AND THE AZIMUTH MARK, WHICH WAS RESET ON LINE, 223.0
 LJ0442'FEET FARTHER FROM THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1748 ***********************************************************************
 NM1748  DESIGNATION -  COLERIDGE MUNICIPAL TANK
 NM1748  PID         -  NM1748
 NM1748  STATE/COUNTY-  NE/CEDAR
 NM1748  COUNTRY     -  US
 NM1748  USGS QUAD   -  COLERIDGE (2017)
 NM1748
 NM1748                         *CURRENT SURVEY CONTROL
 NM1748  ______________________________________________________________________
 NM1748* NAD 83(1995) POSITION- 42 30 18.78675(N) 097 12 32.44897(W)   ADJUSTED
 NM1748  ______________________________________________________________________
 NM1748  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 NM1748  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 NM1748  HORZ ORDER      -  THIRD
 NM1748
 NM1748.The horizontal coordinates were established by classical geodetic methods
 NM1748.and adjusted by the National Geodetic Survey in August 1997.
 NM1748
 NM1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1748.GEOID18 height accuracy estimate available here.
 NM1748
 NM1748.Click photographs - Photos may exist for this station.
 NM1748
 NM1748.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1748
 NM1748. The following values were computed from the NAD 83(1995) position.
 NM1748
 NM1748;                    North         East     Units Scale Factor Converg.
 NM1748;SPC NE       -   300,364.133   729,314.034   MT  0.99981090   +1 50 58.5
 NM1748;SPC NE       -   985,444.66  2,392,757.79   sFT  0.99981090   +1 50 58.5
 NM1748;UTM  14      - 4,707,426.699   647,148.316   MT  0.99986641   +1 12 37.1
 NM1748
 NM1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4714807426(NAD 83)
 NM1748
 NM1748                          SUPERSEDED SURVEY CONTROL
 NM1748
 NM1748  NAD 83(1986)-  42 30 18.79405(N)    097 12 32.44265(W) AD(       ) 3
 NM1748  NAD 27      -  42 30 18.79200(N)    097 12 31.25100(W) AD(       ) 3
 NM1748
 NM1748.Superseded values are not recommended for survey control.
 NM1748
 NM1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1748.See file dsdata.pdf to determine how the superseded data were derived.
 NM1748
 NM1748_MARKER: 53 = ELEVATED TANK
 NM1748
 NM1748  HISTORY     - Date     Condition        Report By
 NM1748  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1748  HISTORY     - 1940     GOOD             CGS
 NM1748
 NM1748                          STATION DESCRIPTION
 NM1748
 NM1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1748'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 NM1748'WATER TANK LOCATED IN THE SOUTHWEST CORNER OF THE TOWN
 NM1748'OF COLERIDGE.  TANK IS 100 FEET HIGH.
 NM1748'
 NM1748'OBSERVED UPON FROM STATIONS HAVEKOST, THUN, GUINN, HAHNE,
 NM1748'RASMUSSEN AND CEDAR.
 NM1748
 NM1748                          STATION RECOVERY (1940)
 NM1748
 NM1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1748'COLERIDGE MUNICIPAL TANK IS IN THE TOWN OF COLERIDGE, ONE
 NM1748'BLOCK NORTH OF THE INTERSECTION OF FULTON STREET AND STATE
 NM1748'HIGHWAY 15, ON THE EAST SIDE OF FULTON STREET.
 NM1748'
 NM1748'TANK AND SUPPORTING TOWER ARE ALL STEEL CONSTRUCTION, THE
 NM1748'TANK PAINTED SILVER, SUPPORTING TOWER PAINTED BLACK.  THE
 NM1748'ENTIRE STRUCTURE IS 102 FEET HIGH AND HAS AN 8-INCH STEEL
 NM1748'BALL CENTERED AT THE TOP.  IT WAS BUILT IN 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1532 ***********************************************************************
 LH1532  DESIGNATION -  COLLEGE 2
 LH1532  PID         -  LH1532
 LH1532  STATE/COUNTY-  NE/BUFFALO
 LH1532  COUNTRY     -  US
 LH1532  USGS QUAD   -  KEARNEY (2017)
 LH1532
 LH1532                         *CURRENT SURVEY CONTROL
 LH1532  ______________________________________________________________________
 LH1532* NAD 83(1995) POSITION- 40 42 01.41245(N) 099 05 46.28681(W)   ADJUSTED
 LH1532* NAVD 88 ORTHO HEIGHT -   660.    (meters)     2165.    (feet) SCALED
 LH1532  ______________________________________________________________________
 LH1532  GEOID HEIGHT    -        -24.438 (meters)                     GEOID18
 LH1532  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 LH1532  HORZ ORDER      -  THIRD
 LH1532
 LH1532.The horizontal coordinates were established by classical geodetic methods
 LH1532.and adjusted by the National Geodetic Survey in August 1997.
 LH1532
 LH1532.The orthometric height was scaled from a topographic map.
 LH1532
 LH1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1532.GEOID18 height accuracy estimate available here.
 LH1532
 LH1532.Click photographs - Photos may exist for this station.
 LH1532
 LH1532.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1532
 LH1532. The following values were computed from the NAD 83(1995) position.
 LH1532
 LH1532;                    North         East     Units Scale Factor Converg.
 LH1532;SPC NE       -    96,667.495   576,365.464   MT  0.99975661   +0 35 56.2
 LH1532;SPC NE       -   317,149.94  1,890,959.03   sFT  0.99975661   +0 35 56.2
 LH1532;UTM  14      - 4,505,503.085   491,873.686   MT  0.99960081   -0 03 45.8
 LH1532
 LH1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1532!SPC NE       -   0.99990027  x   0.99975661  =   0.99965690
 LH1532!UTM  14      -   0.99990027  x   0.99960081  =   0.99950112
 LH1532
 LH1532:                Primary Azimuth Mark                     Grid Az
 LH1532:SPC NE       -  COLLEGE 2 AZ MK                          356 04 20.8
 LH1532:UTM  14      -  COLLEGE 2 AZ MK                          356 44 02.8
 LH1532
 LH1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9187305503(NAD 83)
 LH1532
 LH1532|---------------------------------------------------------------------|
 LH1532| PID    Reference Object                     Distance      Geod. Az  |
 LH1532|                                                           dddmmss.s |
 LH1532| LH1577 COLLEGE RM 2                         10.133 METERS 01324     |
 LH1532| LH1312 COLLEGE RESET                        22.253 METERS 13859     |
 LH1532| LH1574 COLLEGE 2 RM 4                       10.131 METERS 22250     |
 LH1532| LH1575 COLLEGE 2 RM 5                       20.836 METERS 32236     |
 LH1532| LH1533 COLLEGE 2 AZ MK                     425.846 METERS 3564017.0 |
 LH1532|---------------------------------------------------------------------|
 LH1532
 LH1532                          SUPERSEDED SURVEY CONTROL
 LH1532
 LH1532  NAD 83(1986)-  40 42 01.41971(N)    099 05 46.28815(W) AD(       ) 3
 LH1532
 LH1532.Superseded values are not recommended for survey control.
 LH1532
 LH1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1532.See file dsdata.pdf to determine how the superseded data were derived.
 LH1532
 LH1532_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1532_STAMPING: COLLEGE 2 1984
 LH1532_MARK LOGO: NGS
 LH1532_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1532+STABILITY: SURFACE MOTION
 LH1532
 LH1532  HISTORY     - Date     Condition        Report By
 LH1532  HISTORY     - 1984     MONUMENTED       NGS
 LH1532
 LH1532                          STATION DESCRIPTION
 LH1532
 LH1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1532'THE STATION IS LOCATED IN KEARNEY, AT THE KEARNEY STATE COLLEGE, ABOUT
 LH1532'0.08 KM (0.05 MI) NORTH FROM THE INTERSECTION OF WEST 24TH STREET AND
 LH1532'11TH AVENUE, JUST NORTH OF THE MARY L. MORSE LECTURE HALL AND AT THE
 LH1532'SOUTHEAST CORNER OF THE CALVIN T. RYAN LIBRARY BUILDING.  CONTACT THE
 LH1532'KEARNEY STATE COLLEGE, 905 WEST 25TH STREET, KEARNEY, NEBRASKA,
 LH1532'68849.  TELEPHONE 308-236 4067.
 LH1532'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1532'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1532'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 36.61 M
 LH1532'(120.11 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE MARY L. MORSE
 LH1532'LECTURE HALL BUILDING, 16.86 M (55.31 FT) SOUTHEAST FROM A LIGHT POLE
 LH1532'AT THE SOUTH END OF THE DOOR TO THE LIBRARY BUILDING, 10.13 M
 LH1532'(33.23 FT) NORTHEAST FROM A LIGHT POLE AT RM 4, 11.00 M (36.09 FT)
 LH1532'EAST FROM THE LANDSCAPE RETAINING WALL AT THE SOUTH END OF THE LIBRARY
 LH1532'AND 2.01 M (6.59 FT) EAST FROM THE EAST EDGE OF A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1533 ***********************************************************************
 LH1533  DESIGNATION -  COLLEGE 2 AZ MK
 LH1533  PID         -  LH1533
 LH1533  STATE/COUNTY-  NE/BUFFALO
 LH1533  COUNTRY     -  US
 LH1533  USGS QUAD   -  KEARNEY (2017)
 LH1533
 LH1533                         *CURRENT SURVEY CONTROL
 LH1533  ______________________________________________________________________
 LH1533* NAD 83(1995) POSITION- 40 42 15.19439(N) 099 05 47.34009(W)   ADJUSTED
 LH1533* NAVD 88 ORTHO HEIGHT -   665.    (meters)     2182.    (feet) SCALED
 LH1533  ______________________________________________________________________
 LH1533  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 LH1533  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 LH1533  HORZ ORDER      -  THIRD
 LH1533
 LH1533.The horizontal coordinates were established by classical geodetic methods
 LH1533.and adjusted by the National Geodetic Survey in August 1997.
 LH1533
 LH1533.The orthometric height was scaled from a topographic map.
 LH1533
 LH1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1533.GEOID18 height accuracy estimate available here.
 LH1533
 LH1533.Click photographs - Photos may exist for this station.
 LH1533
 LH1533.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1533
 LH1533. The following values were computed from the NAD 83(1995) position.
 LH1533
 LH1533;                    North         East     Units Scale Factor Converg.
 LH1533;SPC NE       -    97,092.237   576,336.303   MT  0.99975568   +0 35 55.5
 LH1533;SPC NE       -   318,543.45  1,890,863.35   sFT  0.99975568   +0 35 55.5
 LH1533;UTM  14      - 4,505,928.070   491,849.436   MT  0.99960082   -0 03 46.5
 LH1533
 LH1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1533!SPC NE       -   0.99989953  x   0.99975568  =   0.99965524
 LH1533!UTM  14      -   0.99989953  x   0.99960082  =   0.99950039
 LH1533
 LH1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9184905928(NAD 83)
 LH1533
 LH1533                          SUPERSEDED SURVEY CONTROL
 LH1533
 LH1533  NAD 83(1986)-  40 42 15.20176(N)    099 05 47.34133(W) AD(       ) 3
 LH1533
 LH1533.Superseded values are not recommended for survey control.
 LH1533
 LH1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1533.See file dsdata.pdf to determine how the superseded data were derived.
 LH1533
 LH1533_MARKER: DZ = AZIMUTH MARK DISK
 LH1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1533_STAMPING: COLLEGE 2 1984
 LH1533_MARK LOGO: NGS
 LH1533_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1533+STABILITY: SURFACE MOTION
 LH1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1533+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LH1533
 LH1533  HISTORY     - Date     Condition        Report By
 LH1533  HISTORY     - 1984     MONUMENTED       NGS
 LH1533  HISTORY     - 20120712 GOOD             GEOCAC
 LH1533
 LH1533                          STATION DESCRIPTION
 LH1533
 LH1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1533'THE STATION IS LOCATED IN KEARNEY, ON THE CAMPUS OF THE KEARNEY STATE
 LH1533'COLLEGE, AT THE INTERSECTION OF LAKEVIEW DRIVE, COLLEGE DRIVE AND
 LH1533'WEST 29TH STREET, AT THE CENTENNIAL TOWERS WEST BUILDING AND AT THE
 LH1533'NORTHEAST CORNER OF THE FOSTER ATHLETIC FIELD.  CONTACT THE KEARNEY
 LH1533'STATE COLLEGE, 905 WEST 25TH STREET, KEARNEY, NEBRASKA  68849.
 LH1533'TELEPHONE 308-236 4067.
 LH1533'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1533'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 LH1533'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 39.3 M (128.9 FT)
 LH1533'SOUTH-SOUTHEAST FROM THE CENTERLINE OF COLLEGE DRIVE, AT ITS
 LH1533'INTERSECTION WITH LAKEVIEW DRIVE, 37.64 M (123.49 FT) WEST-NORTHWEST
 LH1533'FROM THE NORTHWEST CORNER OF THE CENTENNIAL TOWERS WEST BUILDING,
 LH1533'0.64 M (2.10 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A CHAIN-LINK
 LH1533'FENCE AROUND FOSTER FIELD AND 0.43 M (1.41 FT) SOUTH FROM THE SOUTH
 LH1533'EDGE OF A SIDEWALK.
 LH1533'THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE AND AN
 LH1533'ELECTRONICALLY MEASURED DISTANCE FROM STATION COLLEGE 2.
 LH1533
 LH1533                          STATION RECOVERY (2012)
 LH1533
 LH1533'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LH1533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1312 ***********************************************************************
 LH1312  DESIGNATION -  COLLEGE RESET
 LH1312  PID         -  LH1312
 LH1312  STATE/COUNTY-  NE/BUFFALO
 LH1312  COUNTRY     -  US
 LH1312  USGS QUAD   -  KEARNEY (2017)
 LH1312
 LH1312                         *CURRENT SURVEY CONTROL
 LH1312  ______________________________________________________________________
 LH1312* NAD 83(1995) POSITION- 40 42 00.86820(N) 099 05 45.66465(W)   ADJUSTED
 LH1312* NAVD 88 ORTHO HEIGHT -   660.    (meters)     2165.    (feet) SCALED
 LH1312  ______________________________________________________________________
 LH1312  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 LH1312  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 LH1312  HORZ ORDER      -  SECOND
 LH1312
 LH1312.The horizontal coordinates were established by classical geodetic methods
 LH1312.and adjusted by the National Geodetic Survey in August 1997.
 LH1312
 LH1312.The orthometric height was scaled from a topographic map.
 LH1312
 LH1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1312.GEOID18 height accuracy estimate available here.
 LH1312
 LH1312.Click photographs - Photos may exist for this station.
 LH1312
 LH1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1312
 LH1312. The following values were computed from the NAD 83(1995) position.
 LH1312
 LH1312;                    North         East     Units Scale Factor Converg.
 LH1312;SPC NE       -    96,650.864   576,380.242   MT  0.99975664   +0 35 56.6
 LH1312;SPC NE       -   317,095.38  1,891,007.51   sFT  0.99975664   +0 35 56.6
 LH1312;UTM  14      - 4,505,486.288   491,888.268   MT  0.99960081   -0 03 45.4
 LH1312
 LH1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1312!SPC NE       -   0.99990027  x   0.99975664  =   0.99965694
 LH1312!UTM  14      -   0.99990027  x   0.99960081  =   0.99950112
 LH1312
 LH1312:                Primary Azimuth Mark                     Grid Az
 LH1312:SPC NE       -  BASE RESET                               049 51 36.4
 LH1312:UTM  14      -  BASE RESET                               050 31 18.4
 LH1312
 LH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9188805486(NAD 83)
 LH1312
 LH1312|---------------------------------------------------------------------|
 LH1312| PID    Reference Object                     Distance      Geod. Az  |
 LH1312|                                                           dddmmss.s |
 LH1312| LH1303 BASE RESET                          APPROX. 8.7 KM 0502733.0 |
 LH1312| CN8978 COLLEGE RM 1                         28.528 METERS 10815     |
 LH1312| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX. 1.6 KM 1353738.8 |
 LH1312| LH1578 COLLEGE RM 3                          7.500 METERS 15451     |
 LH1312| LH1309 KEARNEY RADIO MAST                  APPROX. 3.8 KM 1605315.1 |
 LH1312| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX. 2.5 KM 2842316.0 |
 LH1312| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX. 2.5 KM 2861647.8 |
 LH1312| LH1576 COLLEGE AZ MK                                      2865101.9 |
 LH1312| LH1532 COLLEGE 2                            22.253 METERS 31859     |
 LH1312| LH1577 COLLEGE RM 2                         29.330 METERS 33512     |
 LH1312| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX. 1.1 KM 3471722.8 |
 LH1312|---------------------------------------------------------------------|
 LH1312
 LH1312                          SUPERSEDED SURVEY CONTROL
 LH1312
 LH1312  NAD 83(1986)-  40 42 00.87545(N)    099 05 45.66600(W) AD(       ) 2
 LH1312  NAD 27      -  40 42 00.82900(N)    099 05 44.34900(W) AD(       ) 2
 LH1312
 LH1312.Superseded values are not recommended for survey control.
 LH1312
 LH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1312.See file dsdata.pdf to determine how the superseded data were derived.
 LH1312
 LH1312_MARKER: DS = TRIANGULATION STATION DISK
 LH1312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH1312_SP_SET: CONCRETE SLAB
 LH1312_STAMPING: COLLEGE 1950 1966
 LH1312_MARK LOGO: CGS
 LH1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1312+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1984
 LH1312
 LH1312  HISTORY     - Date     Condition        Report By
 LH1312  HISTORY     - 1950     MONUMENTED       CGS
 LH1312  HISTORY     - 1966     POOR             CGS
 LH1312  HISTORY     - 1966     GOOD             CGS
 LH1312  HISTORY     - 19840710 SEE DESCRIPTION  NGS
 LH1312
 LH1312                          STATION DESCRIPTION
 LH1312
 LH1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1312'STATION IS LOCATED ON THE GROUNDS OF NEBRASKA STATE TEACHERS
 LH1312'COLLEGE IN KEARNEY.  THE COLLEGE IS AT THE WESTERN EDGE OF KEARNEY,
 LH1312'ABOUT 1/2 MILE WEST OF THE CENTER OF THE CITY.  THE STATION IS
 LH1312'190 FEET WEST OF THE ADMINISTRATION BUILDING, 42.5 FEET
 LH1312'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL RED TILE
 LH1312'BUILDING (A PUMPHOUSE), 52 FEET SOUTHWEST OF A POWERLINE POLE,
 LH1312'56-1/2 FEET WEST-SOUTHWEST OF THE CURB OF A DRIVEWAY, AND 30
 LH1312'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  THE MARK IS FLUSH
 LH1312'WITH THE SURFACE OF THE GROUND AND THE DISC IS STAMPED,
 LH1312'COLLEGE 1950.
 LH1312'
 LH1312'REFERENCE MARK NO. 1 IS NEAR THE WEST CURB OF THE DRIVEWAY, 63
 LH1312'FEET EAST OF THE RED TILE BUILDING MENTIONED ABOVE AND 36 FEET
 LH1312'NORTHEAST OF A LARGE ELM TREE.  THE MARK IS FLUSH WITH THE
 LH1312'GROUND AND THE DISC IS STAMPED, COLLEGE NO 1 1950.
 LH1312'
 LH1312'REFERENCE MARK NO. 2 IS NEAR THE SOUTH CURB OF THE DRIVEWAY,
 LH1312'52-1/2 NORTH OF THE NORTH EDGE OF THE SIDEWALK THAT RUNS THRU
 LH1312'THE SMALL PARK, AND 8 FEET WEST-NORTHWEST OF A POWERLINE POLE.  THE
 LH1312'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, COLLEGE NO
 LH1312'2 1950.
 LH1312'
 LH1312'AZIMUTH MARK IS AT THE WEST EDGE OF THE ATHLETIC PRACTICE FIELD,
 LH1312'27 FEET NORTH-NORTHEAST OF THE MOST EASTERLY TREE OF A ROW OF ELM
 LH1312'TREES, AND 15 FEET EAST OF A NORTH-SOUTH ROW OF FRUIT TREES.
 LH1312'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED, COLLEGE
 LH1312'1950.
 LH1312'
 LH1312'THE STATION MAY BE REACHED FROM THE MAIN ENTRANCE TO THE COLLEGE
 LH1312'BY GOING EAST ON THE DRIVEWAY, KEEPING TO THE RIGHT, AROUND THE
 LH1312'NORTH SIDE OF THE MAIN BUILDING OF THE COLLEGE TO A LARGE
 LH1312'PARKING LOT AT THE REAR OF THE MAIN BUILDING AND TO A PARK AT THE
 LH1312'SOUTH SIDE OF THIS LOT, AND THE STATION SITE AS DESCRIBED ABOVE.
 LH1312'
 LH1312'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DRIVEWAY,
 LH1312'THENCE WEST, AROUND THE NORTH END OF THE PRACTICE FIELD, THENCE
 LH1312'LEFT OR SOUTH, ALONG THE WEST SIDE OF THE FIELD TO THE AZIMUTH
 LH1312'MARK.  IT IS ABOUT .05 MILE SOUTH OF THE NORTH END OF THE FIELD.
 LH1312'
 LH1312'ALL STATIONS WERE VISIBLE AT 70 FEET.
 LH1312'
 LH1312'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1312
 LH1312                          STATION RECOVERY (1966)
 LH1312
 LH1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1312'THE STATION MARK WAS IN THE WAY OF A NEW HEAT TUNNEL WHICH WAS
 LH1312'CONSTRUCTED ON THE NEBRASKA STATE TEACHERS COLLEGE AT KEARNEY.
 LH1312'A TEMPORARY POINT WAS SET ON LINE TO REFERENCE MARK NO. 2
 LH1312'THEN THE WAS RESET IN ITS ORIGINAL POSITION AFTER THE CONSTRUCTION
 LH1312'WAS COMPLETED.
 LH1312'
 LH1312'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LH1312'
 LH1312'REFERENCE MARK NO. 1 WAS DESTROYED.
 LH1312'
 LH1312'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT A
 LH1312'BUILDING WAS CONSTRUCTED ON THE LINE OF SIGHT.  IT IS BETWEEN
 LH1312'TWO TENNIS COURTS WEST OF A NEW BUILDING.  NO OBJECTS VISIBLE
 LH1312'FROM THE GROUND TO SET A NEW AZIMUTH MARK.
 LH1312'
 LH1312'THE STATION MARK WAS RESET AND REFERENCE MARK NO. 3 WAS SET.
 LH1312'
 LH1312'FOLLOWING ARE NOTES FOR THE STATION AND REFERENCE MARKS.
 LH1312'
 LH1312'STATION SURFACE MARK, A STANDARD DISK STAMPED COLLEGE 1950 1966,
 LH1312'IS CEMENTED IN A DRILL HOLE IN A CONCRETE WALK OVER THE NEW HEAT
 LH1312'TUNNEL, AND IS FLUSH WITH THE WALK.  IT IS IN THE APPROXIMATE
 LH1312'CENTER OF A SMALL PARKING AREA WHICH IS BETWEEN THE NEW MARY L.
 LH1312'MORSE LECTURE HALL AND A SMALL PARK, 54 FEET NORTH-NORTHWEST OF
 LH1312'THE NORTHWEST CORNER OF THE MARY L. MORSE LECTURE HALL, 48 FEET
 LH1312'SOUTHWEST OF A METAL LIGHTPOLE AT THE EAST EDGE OF THE SMALL
 LH1312'PARK, 30 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK AT THE SOUTH
 LH1312'EDGE OF THE PARK, AND 20.1 FEET NORTH OF THE NORTH EDGE OF A
 LH1312'SIDEWALK AT THE WEST SIDE OF THE LECTURE HALL.  NO UNDERGROUND
 LH1312'MARK WAS SET.
 LH1312'
 LH1312'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLLEGE NO. 2 1950,
 LH1312'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LH1312'THE SURFACE OF THE GROUND.  IT IS 52.5 FEET NORTH OF THE NORTH
 LH1312'EDGE OF THE SIDEWALK WHICH RUNS THROUGH THE SMALL PARK, AND AT
 LH1312'THE SOUTH EDGE OF A CURB AT THE NORTH EDGE OF THE SMALL PARK.
 LH1312'
 LH1312'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COLLEGE 1950 NO. 3
 LH1312'1966, IS CEMENTED IN A DRILLHOLE IN A SIDEWALK AT THE NORTH
 LH1312'SIDE OF THE MARY L. MORSE LECTURE HALL, AND IS FLUSH WITH THE
 LH1312'WALK.  IT IS 29.4 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LH1312'OF THE LECTURE HALL, AND 2.35 FEET SOUTH OF THE NORTH EDGE OF THE
 LH1312'SIDEWALK.
 LH1312'
 LH1312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KEARNEY.
 LH1312
 LH1312                          STATION RECOVERY (1966)
 LH1312
 LH1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LH1312'RECOVERED IN GOOD CONDITION.
 LH1312
 LH1312                          STATION RECOVERY (1984)
 LH1312
 LH1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH1312'THE STATION MARK AND RM 2 WERE FOUND IN GOOD CONDITION BUT THE STATION
 LH1312'WAS COVERED WITH 4 INCHES OF ASPHALT.  RM 3 WAS FOUND BUT WAS
 LH1312'DISTURBED.  THE SIDEWALK THIS MARK WAS IN WAS OBVIOUSLY CRACKED AND
 LH1312'DISTURBED.  THE DIRECTION TO RM 2 DIFFERED FROM THE 1950 DIRECTION BY
 LH1312'4 MINUTES, 53 SECONDS LARGER.  SINCE THERE WERE DISTANT OBJECTS
 LH1312'VISIBLE TO DETERMINE A DIRECTION CHECK IN 1966, NO COMPARISON COULD
 LH1312'BE MADE TO THIS MARK FOR THAT YEAR.  THE DISTANCE TO RM 2 WAS 0.014 M
 LH1312'(0.046 FT) SHORTER THAN THE 1966 DISTANCE.  THE DIRECTION TO RM 3,
 LH1312'WHEN USING A 1950 DIRECTION TO RM 2 WAS 19 MINUTES, 33 SECONDS
 LH1312'SMALLER THAN 1984 DATA AND THE ANGLE BETWEEN THE MARKS WAS 23
 LH1312'MINUTES, 58 SECONDS SMALLER.  THE DISTANCE TO RM 3 WAS 0.023 M
 LH1312'(0.075 FT) SHORTER THAN 1966 DATA. SINCE THERE WAS NO UNDERGROUND
 LH1312'STATION MARK, THE POSITION OF THE STATION MARK WAS ASSUMED TO BE
 LH1312'CORRECT.  THE AZIMUTH MARK FOR THE OLD STATION WAS RECOVERED, BUT WAS
 LH1312'NO LONGER VISIBLE DUE TO A NEW BUILDING.
 LH1312'DUE TO THE CONSTRUCTION OF A NEW STREET BEING BUILT AT THE LOCATION OF
 LH1312'THE STATION MARK AND RM 3, STATION COLLEGE 2 AND REFERENCE MARKS 4, 5
 LH1312'AND COLLEGE 2 AZIMUTH MARK WERE ESTABLISHED THIS DATE AND A POLARIS
 LH1312'OBSERVATION TAKEN TO THE NEW AZIMUTH MARK FROM THE NEW STATION.  A
 LH1312'SITE COULD NOT BE FOUND FOR AN AZIMUTH MARK THAT WAS VISIBLE TO BOTH
 LH1312'THE OLD AND THE NEW STATIONS.
 LH1312'THE STATION MARK, RM 3 AND THE AZIMUTH MARK ARE NOW DESTROYED.  RM 2
 LH1312'IS TO BE BURIED ABOUT 1 FT (0.3 M) DEEP AND WAS LEFT IN PLACE AND
 LH1312'TIED TO THE NEW STATION.  FOR FURTHER DETAILS SEE THE DESCRIPTION TO
 LH1312'STATION COLLEGE 2 AND THE ACCESORY MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0363 ***********************************************************************
 MM0363  DESIGNATION -  COLLIER
 MM0363  PID         -  MM0363
 MM0363  STATE/COUNTY-  NE/THOMAS
 MM0363  COUNTRY     -  US
 MM0363  USGS QUAD   -  MUDD LAKE (2017)
 MM0363
 MM0363                         *CURRENT SURVEY CONTROL
 MM0363  ______________________________________________________________________
 MM0363* NAD 83(1995) POSITION- 41 44 34.09846(N) 100 27 13.33226(W)   ADJUSTED
 MM0363* NAVD 88 ORTHO HEIGHT -   962.5   (meters)     3158.    (feet) VERTCON
 MM0363  ______________________________________________________________________
 MM0363  GEOID HEIGHT    -        -21.890 (meters)                     GEOID18
 MM0363  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 MM0363  HORZ ORDER      -  FIRST
 MM0363
 MM0363.The horizontal coordinates were established by classical geodetic methods
 MM0363.and adjusted by the National Geodetic Survey in August 1997.
 MM0363
 MM0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0363
 MM0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0363.GEOID18 height accuracy estimate available here.
 MM0363
 MM0363.Click photographs - Photos may exist for this station.
 MM0363
 MM0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0363
 MM0363. The following values were computed from the NAD 83(1995) position.
 MM0363
 MM0363;                    North         East     Units Scale Factor Converg.
 MM0363;SPC NE       -   212,099.294   462,272.077   MT  0.99966712   -0 18 02.4
 MM0363;SPC NE       -   695,862.43  1,516,637.64   sFT  0.99966712   -0 18 02.4
 MM0363;UTM  14      - 4,622,241.880   379,122.666   MT  0.99977980   -0 58 04.7
 MM0363
 MM0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0363!SPC NE       -   0.99985249  x   0.99966712  =   0.99951966
 MM0363!UTM  14      -   0.99985249  x   0.99977980  =   0.99963232
 MM0363
 MM0363:                Primary Azimuth Mark                     Grid Az
 MM0363:SPC NE       -  HALSEY CIRCLE LOT                        030 50 38.6
 MM0363:UTM  14      -  HALSEY CIRCLE LOT                        031 30 40.9
 MM0363
 MM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7912222241(NAD 83)
 MM0363
 MM0363|---------------------------------------------------------------------|
 MM0363| PID    Reference Object                     Distance      Geod. Az  |
 MM0363|                                                           dddmmss.s |
 MM0363| MM0364 HALSEY CIRCLE LOT                   APPROX.18.6 KM 0303236.2 |
 MM0363| CN8979 COLLIER RM 1                         11.336 METERS 16123     |
 MM0363| CN9965 MASON RM 2                                         3270257.8 |
 MM0363| CN8980 COLLIER RM 2                          9.554 METERS 34025     |
 MM0363|---------------------------------------------------------------------|
 MM0363
 MM0363                          SUPERSEDED SURVEY CONTROL
 MM0363
 MM0363  NAD 83(1986)-  41 44 34.10428(N)    100 27 13.33874(W) AD(       ) 1
 MM0363  NAD 27      -  41 44 34.11751(N)    100 27 11.82385(W) AD(       ) 1
 MM0363  NGVD 29 (07/19/86)  962.2    (m)         3157.     (f) VERT ANG       
 MM0363
 MM0363.Superseded values are not recommended for survey control.
 MM0363
 MM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0363.See file dsdata.pdf to determine how the superseded data were derived.
 MM0363
 MM0363_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0363_STAMPING: COLLIER 1973
 MM0363_MARK LOGO: NGS
 MM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0363+STABILITY: SURFACE MOTION
 MM0363
 MM0363  HISTORY     - Date     Condition        Report By
 MM0363  HISTORY     - 1973     MONUMENTED       NGS
 MM0363
 MM0363                          STATION DESCRIPTION
 MM0363
 MM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0363'THE STATION IS LOCATED ABOUT 20 MILES WEST-SOUTHWEST OF DUNNING,
 MM0363'18 MILES NORTH OF STAPLETON, AND 16 MILES SOUTH-SOUTHEAST OF
 MM0363'THEDFORD ON A HIGH GRASSY HILL IN PASTURE LAND OWNED BY MR.
 MM0363'WAYNE COLLIER, PHONE NUMBER 538-2682.  IT IS ON THE NEXT HILL
 MM0363'SOUTHEAST OF THE LOCATION OF U.S. GEOLOGICAL SURVEY STATION
 MM0363'MASON.
 MM0363'
 MM0363'TO REACH THE STATION FROM THE POST OFFICE ON THE CORNER OF THE
 MM0363'MAIN STREET AND STATE HIGHWAY 92 IN STAPLETON GO EAST ON STATE
 MM0363'HIGHWAY 92 FOR 0.5 MILE TO THE INTERSECTION OF STATE HIGHWAY 92,
 MM0363'U.S. HIGHWAY 83 AND STATE SPUR 57A.  TURN LEFT AND GO NORTH ON
 MM0363'U.S. HIGHWAY 83 FOR 18.6 MILES TO THE LOGAN-THOMAS COUNTY
 MM0363'LINE.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 0.15 MILE TO A WIRE
 MM0363'GATE ON THE RIGHT.  PASS THROUGH GATE AND GO EAST ON SANDY
 MM0363'TRACK ROAD 0.2 MILE TO DIM FORK.  TAKE RIGHT FORK AND CONTINUE
 MM0363'EAST ON TRACK ROAD 0.5 MILE TO GATE IN NORTH-SOUTH FENCE.
 MM0363'PASS THROUGH GATE AND CONTINUE EAST ON TRACK ROAD 0.9 MILE TO
 MM0363'GATE IN NORTH-SOUTH FENCE WITH FORK BEYOND.  PASS THROUGH GATE AND
 MM0363'TAKE RIGHT FORK SOUTHEAST PASSING TO SOUTH OF WINDMILL AND
 MM0363'TANK FOR 0.4 MILE TO GATE IN NORTH-SOUTH FENCE LINE.  (FROM
 MM0363'THIS GATE THE STATION HILL CAN BE SEEN AT MAGNETIC BEARING OF 97
 MM0363'DEG.) PASS THROUGH GATE AND CONTINUE EAST-SOUTHEASTERLY ON
 MM0363'DIM TRACK ROAD 1.3 MILES TO DIM FORK.  TAKE RIGHT FORK AND
 MM0363'CONTINUE SOUTHEAST IN VALLEY 0.4 MILE.  AT THIS POINT CLIMB
 MM0363'SOUTH TO CREST OF RIDGE AND CONTINUE SOUTHEASTERLY ON DIM
 MM0363'TRACKS IN 4-WHEEL-DRIVE OVER SEVERAL SAND HILLS 0.5 MILE TO
 MM0363'DIM FORK AT NORTH BASE OF STEEP HILL.  TURN SHARP RIGHT, WEST,
 MM0363'THEN CLIMB ACROSS RIDGE SOUTH AND GO 0.3 MILE TO GRASSY SADDLE AND
 MM0363'MASON (USGS) R.M. 2 WHICH SERVES AS AZIMUTH MARK.
 MM0363'CONTINUE EAST AND SOUTHEAST ON CREST OF RIDGE 0.1 MILE TO
 MM0363'STATION ON HIGH POINT.
 MM0363'
 MM0363'THE STATION MARK IS A STANDARD DISK STAMPED COLLIER 1973 CEMENTED
 MM0363'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MM0363'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 5 FEET SOUTHEAST OF A
 MM0363'METAL WITNESS POST WITH SIGN.  UNDERGROUND MARK IS 42 IN BELOW.
 MM0363'
 MM0363'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLLIER NO 1 1973
 MM0363'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MM0363'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 41.7 FEET
 MM0363'SOUTH-SOUTHEAST OF THE WITNESS POST AT THE STATION AND ABOUT 1
 MM0363'FOOT LOWER THAN THE STATION.
 MM0363'
 MM0363'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLLIER NO 2 1973
 MM0363'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MM0363'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 26.6 FEET
 MM0363'NORTH-NORTHWEST OF THE WITNESS POST AT THE STATION AND ABOUT 3.5
 MM0363'FEET LOWER THAN THE STATION.
 MM0363'
 MM0363'A U.S. GEOLOGICAL SURVEY REFERENCE MARK SERVES AS AZIMUTH MARK.  IT
 MM0363'IS A STANDARD GEOLOGICAL SURVEY REFERENCE MARK DISK STAMPED MASON
 MM0363'NO 2 1949 SET IN THE TOP OF A PRECAST CONCRETE POST 6 INCHES
 MM0363'SQUARE PROJECTING 1 FOOT ABOVE GROUND.  IT IS 8 FEET EAST OF THE
 MM0363'CENTER OF THE DIM TRACK ROAD AND 1.5 FEET SOUTHWEST OF A METAL
 MM0363'WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0561 ***********************************************************************
 MN0561  DESIGNATION -  COLONEB
 MN0561  PID         -  MN0561
 MN0561  STATE/COUNTY-  NE/CHEYENNE
 MN0561  COUNTRY     -  US
 MN0561  USGS QUAD   -  POTTER SE (2017)
 MN0561
 MN0561                         *CURRENT SURVEY CONTROL
 MN0561  ______________________________________________________________________
 MN0561* NAD 83(1995) POSITION- 41 00 14.53053(N) 103 18 07.40059(W)   ADJUSTED
 MN0561* NAVD 88 ORTHO HEIGHT -  1434.    (meters)     4705.    (feet) SCALED
 MN0561  ______________________________________________________________________
 MN0561  GEOID HEIGHT    -        -19.295 (meters)                     GEOID18
 MN0561  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 MN0561  HORZ ORDER      -  FIRST
 MN0561
 MN0561.The horizontal coordinates were established by classical geodetic methods
 MN0561.and adjusted by the National Geodetic Survey in August 1997.
 MN0561
 MN0561.The orthometric height was scaled from a topographic map.
 MN0561
 MN0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0561.GEOID18 height accuracy estimate available here.
 MN0561
 MN0561.Click photographs - Photos may exist for this station.
 MN0561
 MN0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0561
 MN0561. The following values were computed from the NAD 83(1995) position.
 MN0561
 MN0561;                    North         East     Units Scale Factor Converg.
 MN0561;SPC NE       -   135,281.731   222,349.648   MT  0.99969670   -2 11 17.7
 MN0561;SPC NE       -   443,836.81    729,492.14   sFT  0.99969670   -2 11 17.7
 MN0561;UTM  13      - 4,540,593.565   642,793.951   MT  0.99985096   +1 06 51.2
 MN0561
 MN0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0561!SPC NE       -   0.99977819  x   0.99969670  =   0.99947496
 MN0561!UTM  13      -   0.99977819  x   0.99985096  =   0.99962919
 MN0561
 MN0561:                Primary Azimuth Mark                     Grid Az
 MN0561:SPC NE       -  COLONEB AZ MK                            272 19 24.3
 MN0561:UTM  13      -  COLONEB AZ MK                            269 01 15.4
 MN0561
 MN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4279340593(NAD 83)
 MN0561
 MN0561|---------------------------------------------------------------------|
 MN0561| PID    Reference Object                     Distance      Geod. Az  |
 MN0561|                                                           dddmmss.s |
 MN0561| CP6859 COLONEB RM 1                         39.385 METERS 08435     |
 MN0561| CP6858 COLONEB AZ MK                                      2700806.6 |
 MN0561| CP6860 COLONEB RM 2                         36.130 METERS 27457     |
 MN0561|---------------------------------------------------------------------|
 MN0561
 MN0561                          SUPERSEDED SURVEY CONTROL
 MN0561
 MN0561  NAD 83(1992)-  41 00 14.52500(N)    103 18 07.40229(W) AD(       ) 1
 MN0561  NAD 83(1986)-  41 00 14.52227(N)    103 18 07.40117(W) AD(       ) 1
 MN0561  NAD 27      -  41 00 14.57780(N)    103 18 05.65580(W) AD(       ) 1
 MN0561
 MN0561.Superseded values are not recommended for survey control.
 MN0561
 MN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0561.See file dsdata.pdf to determine how the superseded data were derived.
 MN0561
 MN0561_MARKER: DS = TRIANGULATION STATION DISK
 MN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0561_STAMPING: COLONEB 1934
 MN0561_MARK LOGO: CGS
 MN0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0561+STABILITY: SURFACE MOTION
 MN0561
 MN0561  HISTORY     - Date     Condition        Report By
 MN0561  HISTORY     - 1934     MONUMENTED       CGS
 MN0561  HISTORY     - 1948     GOOD             USGS
 MN0561  HISTORY     - 1963     GOOD             CGS
 MN0561
 MN0561                          STATION DESCRIPTION
 MN0561
 MN0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0561'LOCALITY--STATE LINE - 15 MILES SOUTH OF POTTER.  THE STATION
 MN0561'IS LOCATED ON A HIGH FLAT RIDGE ON PASTURE LAND, 3/4 MILE
 MN0561'DUE EAST OF FARM BUILDINGS OWNED BY MR. F.D. ANDERSON.  THE
 MN0561'MARK IS 40 YARDS NORTH OF A FARM ROAD AND 13 FEET SOUTH OF AN
 MN0561'EAST-WEST FENCE.  THIS POINT IS ABOUT 1/8 MILE NORTH OF THE
 MN0561'STATE LINE AND HAS GOOD VISIBILITY FOR MANY MILES ALONG
 MN0561'THE STATE LINE, BOTH EAST AND WEST.  THE MARK PROJECTS 6
 MN0561'INCHES.
 MN0561'
 MN0561'THIS STATION MAY BE REACHED FROM POTTER BY DRIVING SOUTH
 MN0561'FROM U.S. HIGHWAY 30 ON A GOOD, GRADED, GRAVELED, COUNTRY
 MN0561'ROAD FOR 2.9 MILES TO A T-INTERSECTION.  THEN PROCEED AS
 MN0561'FOLLOWS--EAST 0.5 MILE.  SOUTH 7.0 MILES TO T-INTERSECTION.
 MN0561'AND EAST 1.0 MILE.  AFTER WINDING SOUTHEASTERLY DOWN A HILL,
 MN0561'FOLLOW THE GRADED ROAD SOUTH 1.9 MILES TO A T-INTERSECTION,
 MN0561'GO WEST 0.4 MILE, LEAVE THE GRADE AND DRIVE SOUTH ON A POOR
 MN0561'SECTION-LINE ROAD FOR 3.0 MILES.  (A SMALL BRIDGE WITH WHITE
 MN0561'RAILINGS IS CROSSED JUST AFTER LEAVING MAIN GRADED ROAD.)
 MN0561'AT A FARM CROSS ROAD AT TWO DIAGONAL FENCE CORNERS TURN
 MN0561'LEFT, (EAST) AND GO 0.2 MILE TO TOP OF FIRST RIDGE AND
 MN0561'STATION.  (THE ANDERSON FARM BUILDINGS ARE 1/2 MILE WEST OF
 MN0561'THIS TURN.)
 MN0561'
 MN0561'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0561'BRONZE DISKS SET AS DESCRIBED.
 MN0561'
 MN0561'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 2 FEET
 MN0561'SOUTH OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 MN0561'
 MN0561'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 2 FEET
 MN0561'SOUTH OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 MN0561'
 MN0561'AZIMUTH MARK IS WEST OF THE STATION, 51 FEET SOUTH OF AN
 MN0561'EAST-WEST TRACK ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE
 MN0561'LINE AND PROJECTS 6 INCHES.
 MN0561'
 MN0561'THE COLORADO-NEBRASKA BOUNDARY MONUMENT IS WEST-SOUTHWEST
 MN0561'OF THE STATION.  IT IS 150 YARDS SOUTH OF WINDMILL ON THE
 MN0561'ANDERSON FARM, 20 YARDS EAST OF A FENCE CORNER, AND 1-1/2
 MN0561'FEET SOUTH OF EAST-WEST FENCE LINE.  THIS MONUMENT CONSISTS
 MN0561'OF A 6-INCH SQUARE STONE POST PROJECTING ABOUT 2 INCHES ABOVE
 MN0561'THE SURFACE OF THE GROUND.  THE POST HAS A DIAGONAL CRACK
 MN0561'ACROSS THE TOP.
 MN0561'
 MN0561'A 10-FOOT STAND WILL CLEAR ALL LINES.
 MN0561
 MN0561                          STATION RECOVERY (1948)
 MN0561
 MN0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 MN0561'RECOVERED IN GOOD CONDITION.
 MN0561
 MN0561                          STATION RECOVERY (1963)
 MN0561
 MN0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0561'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 MN0561'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MN0561'COLORADO-NEBRASKA BOUNDARY MONUMENT WAS NOT RECOVERED.  A
 MN0561'NEW ROUTE FOR THE STATION FOLLOWS BELOW.
 MN0561'
 MN0561'THE STATION IS 12-1/2 MILES WEST-SOUTHWEST OF LORENZO, 10 MILES
 MN0561'WEST-NORTHWEST OF PEETZ, NEAR THE NEBRASKA-COLORADO STATE
 MN0561'BOUNDARY, ON THE GRASS COVERED SUMMIT OF A HIGH RIDGE WHICH
 MN0561'IS THE HIGHEST IN THE VICINITY AND UPON PROPERTY OWNED BY
 MN0561'MR. ARLEIGH NELSON WHO RESIDES IN THE FARM HOME 1 MILE NORTH
 MN0561'OF THE STATION.
 MN0561'
 MN0561'THE STATION MARKS, ARE STANDARD DISKS, STAMPED
 MN0561'COLONEB 1934.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 MN0561'MONUMENT WHICH IS 12 INCHES SQUARE AT THE TOP AND PROJECTS
 MN0561'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 MN0561'
 MN0561'REFERENCE MARK 1, IS A STANDARD DISK STAMPED COLONEB
 MN0561'NO 1 1934.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT, 12
 MN0561'INCHES SQUARE AT THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE
 MN0561'OF THE GROUND.
 MN0561'
 MN0561'REFERENCE MARK 2, IS A STANDARD DISK STAMPED COLONEB
 MN0561'NO 2 1934.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT, 12
 MN0561'INCHES SQUARE AT THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE
 MN0561'OF THE GROUND.
 MN0561'
 MN0561'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK,
 MN0561'STAMPED COLONEB AZIMUTH 1934.  THE DISK IS SET IN THE TOP OF A
 MN0561'CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AT THE TOP AND
 MN0561'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19
 MN0561'FEET SOUTH OF THE CENTER OF THE EAST-WEST TRACK ROAD AND 2
 MN0561'FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MN0561'WHICH IS SET IN AN EAST-WEST FENCE.
 MN0561'
 MN0561'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ON THE
 MN0561'TRACK ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT, SOUTH, SIDE
 MN0561'OF THE ROAD.
 MN0561'
 MN0561'TO REACH THE STATION FROM THE CROSSROAD IN LORENZO, DRIVE WEST
 MN0561'ON A GRAVELED ROAD FOR 10.7 MILES TO A SIDE ROAD LEFT AND
 MN0561'A SCHOOL HOUSE IN THE SOUTHWEST ANGLE OF THE ROADS.  TURN
 MN0561'LEFT AND DRIVE SOUTH FOR 3.1 MILES TO A CROSSROAD.  TURN RIGHT
 MN0561'AND DRIVE WEST FOR 1.0 MILE TO A CROSSROAD AND A POINT WHERE
 MN0561'A POWERLINE MAKES A RIGHT ANGLE TURN AND LEADS SOUTH.  CONTINUE
 MN0561'STRAIGHT AHEAD ON A TRACK ROAD LEADING WEST FOR 0.8 MILE TO
 MN0561'THE HIGHEST POINT IN THE VICINITY AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0490 ***********************************************************************
 MN0490  DESIGNATION -  COLTON
 MN0490  PID         -  MN0490
 MN0490  STATE/COUNTY-  NE/CHEYENNE
 MN0490  COUNTRY     -  US
 MN0490  USGS QUAD   -  SIDNEY (2017)
 MN0490
 MN0490                         *CURRENT SURVEY CONTROL
 MN0490  ______________________________________________________________________
 MN0490* NAD 83(1995) POSITION- 41 09 05.85637(N) 102 53 01.46703(W)   ADJUSTED
 MN0490* NAVD 88 ORTHO HEIGHT -  1342.    (meters)     4403.    (feet) SCALED
 MN0490  ______________________________________________________________________
 MN0490  GEOID HEIGHT    -        -19.870 (meters)                     GEOID18
 MN0490  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 MN0490  HORZ ORDER      -  THIRD
 MN0490
 MN0490.The horizontal coordinates were established by classical geodetic methods
 MN0490.and adjusted by the National Geodetic Survey in August 1997.
 MN0490
 MN0490.The orthometric height was scaled from a topographic map.
 MN0490
 MN0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0490.GEOID18 height accuracy estimate available here.
 MN0490
 MN0490.Click photographs - Photos may exist for this station.
 MN0490
 MN0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0490
 MN0490. The following values were computed from the NAD 83(1995) position.
 MN0490
 MN0490;                    North         East     Units Scale Factor Converg.
 MN0490;SPC NE       -   150,399.895   258,055.708   MT  0.99967760   -1 54 39.8
 MN0490;SPC NE       -   493,436.99    846,637.77   sFT  0.99967760   -1 54 39.8
 MN0490;UTM  13      - 4,557,747.893   677,577.624   MT  0.99998811   +1 23 34.7
 MN0490
 MN0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0490!SPC NE       -   0.99979272  x   0.99967760  =   0.99947039
 MN0490!UTM  13      -   0.99979272  x   0.99998811  =   0.99978084
 MN0490
 MN0490:                Primary Azimuth Mark                     Grid Az
 MN0490:SPC NE       -  COLTON 2 AZ MK                           263 05 36.3
 MN0490:UTM  13      -  COLTON 2 AZ MK                           259 47 21.8
 MN0490
 MN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7757757747(NAD 83)
 MN0490
 MN0490|---------------------------------------------------------------------|
 MN0490| PID    Reference Object                     Distance      Geod. Az  |
 MN0490|                                                           dddmmss.s |
 MN0490| CP6862 COLTON RM 1                           7.544 METERS 08812     |
 MN0490| MN0492 COLTON 2                             30.233 METERS 23218     |
 MN0490| CP6864 COLTON 2 AZ MK                                     2611056.5 |
 MN0490| CP6863 COLTON RM 2                           7.797 METERS 26553     |
 MN0490| CP6861 COLTON AZ MK                                       2655838.4 |
 MN0490|---------------------------------------------------------------------|
 MN0490
 MN0490                          SUPERSEDED SURVEY CONTROL
 MN0490
 MN0490  NAD 83(1993)-  41 09 05.85630(N)    102 53 01.46700(W) AD(       ) 3
 MN0490  NAD 83(1986)-  41 09 05.85015(N)    102 53 01.46725(W) AD(       ) 3
 MN0490  NAD 27      -  41 09 05.90520(N)    102 52 59.75110(W) AD(       ) 3
 MN0490
 MN0490.Superseded values are not recommended for survey control.
 MN0490
 MN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0490.See file dsdata.pdf to determine how the superseded data were derived.
 MN0490
 MN0490_MARKER: DS = TRIANGULATION STATION DISK
 MN0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0490_STAMPING: COLTON 1963
 MN0490_MARK LOGO: CGS
 MN0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0490+STABILITY: SURFACE MOTION
 MN0490
 MN0490  HISTORY     - Date     Condition        Report By
 MN0490  HISTORY     - 1963     MONUMENTED       CGS
 MN0490  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MN0490
 MN0490                          STATION DESCRIPTION
 MN0490
 MN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0490'THE STATION IS LOCATED 5 MILES EAST OF SIDNEY, 1-1/2 MILES
 MN0490'WEST OF COLTON, ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 MN0490'30 AND 385.
 MN0490'
 MN0490'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0490'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE JUNCTION OF U.S.
 MN0490'HIGHWAY 385.  KEEP RIGHT AND GO EAST ON U.S. HIGHWAY 30 AND
 MN0490'385 FOR 3.25 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE
 MN0490'EAST FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0490'
 MN0490'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0490'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MN0490'COLTON 1963.  IT IS 30-1/2 FEET SOUTH OF U.S. HIGHWAY 30 AND
 MN0490'385, 3 FEET NORTHWEST OF A METAL WITNESS POST AND 2.8 FEET
 MN0490'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490'
 MN0490'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0490'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 MN0490'STAMPED COLTON NO 1 1963.  IT IS 31 FEET SOUTH OF THE CENTER
 MN0490'OF U.S. HIGHWAY 30 AND 385, 22.7 FEET EAST OF A METAL WITNESS
 MN0490'POST AND 1-1/2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490'
 MN0490'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0490'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0490'COLTON NO 2 1963.  IT IS 30 FEET SOUTH OF THE CENTER OF U.S.
 MN0490'HIGHWAY 30 AND 385, 27.7 FEET WEST OF A METAL WITNESS POST
 MN0490'AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490'
 MN0490'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0490'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 MN0490'COLTON 1963.  IT IS 32-1/2 FEET SOUTH OF THE CENTER OF U.S.
 MN0490'HIGHWAY 30 AND 385, 1.7 FEET EAST-NORTHEAST OF A METAL WITNESS
 MN0490'POST AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490
 MN0490                          STATION RECOVERY (1968)
 MN0490
 MN0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MN0490'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 MN0490'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MN0490'ALL MARKS WERE IN THE WAY OF HIGHWAY CONSTRUCTION ON U.S.
 MN0490'HIGHWAY 77 AND ALL MARKS WERE MOVED AT THE REQUEST OF THE
 MN0490'NEBRASKA STATE HIGHWAY DEPARTMENT.
 MN0490'
 MN0490'COLTON 2 WAS ESTABLISHED SOUTHWEST OF COLTON 1963.
 MN0490'
 MN0490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MN0490'WEST OF COLTON
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0492 ***********************************************************************
 MN0492  DESIGNATION -  COLTON 2
 MN0492  PID         -  MN0492
 MN0492  STATE/COUNTY-  NE/CHEYENNE
 MN0492  COUNTRY     -  US
 MN0492  USGS QUAD   -  SIDNEY (2017)
 MN0492
 MN0492                         *CURRENT SURVEY CONTROL
 MN0492  ______________________________________________________________________
 MN0492* NAD 83(1995) POSITION- 41 09 05.25709(N) 102 53 02.49297(W)   NO CHECK
 MN0492* NAVD 88 ORTHO HEIGHT -  1342.    (meters)     4403.    (feet) SCALED
 MN0492  ______________________________________________________________________
 MN0492  GEOID HEIGHT    -        -19.870 (meters)                     GEOID18
 MN0492  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 MN0492  HORZ ORDER      -  THIRD
 MN0492
 MN0492.The horizontal coordinates were established by classical geodetic methods
 MN0492.and adjusted by the National Geodetic Survey in August 1997.
 MN0492
 MN0492.No horizontal observational check was made to the station.
 MN0492
 MN0492.The orthometric height was scaled from a topographic map.
 MN0492
 MN0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0492.GEOID18 height accuracy estimate available here.
 MN0492
 MN0492.Click photographs - Photos may exist for this station.
 MN0492
 MN0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0492
 MN0492. The following values were computed from the NAD 83(1995) position.
 MN0492
 MN0492;                    North         East     Units Scale Factor Converg.
 MN0492;SPC NE       -   150,382.222   258,031.190   MT  0.99967761   -1 54 40.4
 MN0492;SPC NE       -   493,379.01    846,557.33   sFT  0.99967761   -1 54 40.4
 MN0492;UTM  13      - 4,557,728.830   677,554.159   MT  0.99998801   +1 23 34.0
 MN0492
 MN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0492!SPC NE       -   0.99979272  x   0.99967761  =   0.99947040
 MN0492!UTM  13      -   0.99979272  x   0.99998801  =   0.99978074
 MN0492
 MN0492:                Primary Azimuth Mark                     Grid Az
 MN0492:SPC NE       -  COLTON 2 AZ MK                           264 15 02.8
 MN0492:UTM  13      -  COLTON 2 AZ MK                           260 56 48.4
 MN0492
 MN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7755457728(NAD 83)
 MN0492
 MN0492|---------------------------------------------------------------------|
 MN0492| PID    Reference Object                     Distance      Geod. Az  |
 MN0492|                                                           dddmmss.s |
 MN0492| MN0490 COLTON                               30.233 METERS 05218     |
 MN0492| CP6865 COLTON 2 RM 3                        39.441 METERS 08847     |
 MN0492| CP6864 COLTON 2 AZ MK                                     2622022.4 |
 MN0492| CP6866 COLTON 2 RM 4                        38.966 METERS 26351     |
 MN0492| CP6861 COLTON AZ MK                                       2691221.9 |
 MN0492|---------------------------------------------------------------------|
 MN0492
 MN0492                          SUPERSEDED SURVEY CONTROL
 MN0492
 MN0492  NAD 83(1993)-  41 09 05.25703(N)    102 53 02.49295(W) AD(       ) 3
 MN0492  NAD 83(1986)-  41 09 05.25088(N)    102 53 02.49318(W) AD(       ) 3
 MN0492  NAD 27      -  41 09 05.30604(N)    102 53 00.77676(W) AD(       ) 3
 MN0492
 MN0492.Superseded values are not recommended for survey control.
 MN0492
 MN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0492.See file dsdata.pdf to determine how the superseded data were derived.
 MN0492
 MN0492_MARKER: DS = TRIANGULATION STATION DISK
 MN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0492_STAMPING: COLTON 2 1968
 MN0492_MARK LOGO: CGS
 MN0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0492+STABILITY: SURFACE MOTION
 MN0492
 MN0492  HISTORY     - Date     Condition        Report By
 MN0492  HISTORY     - 1968     MONUMENTED       CGS
 MN0492
 MN0492                          STATION DESCRIPTION
 MN0492
 MN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MN0492'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SIDNEY, 1-1/2 MILES
 MN0492'WEST OF COLTON, AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 MN0492'30.
 MN0492'
 MN0492'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0492'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE JUNCTION OF U.S.
 MN0492'HIGHWAY 385.  KEEP RIGHT AND GO EAST ON U.S. HIGHWAY 30
 MN0492'FOR 2.95 MILES TO A SIDE ROAD ON THE RIGHT.  (TURN RIGHT AND
 MN0492'GO SOUTH, CROSSING RAILROAD TRACKS, FOR 0.05 MILE TO THE
 MN0492'AZIMUTH MARK ON THE RIGHT.) CONTINUE EAST ON U.S. HIGHWAY 30
 MN0492'FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 MN0492'
 MN0492'STATION MARKS ARE STANDARD DISKS STAMPED COLTON 2 1968.  THE
 MN0492'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 MN0492'WHICH PROJECTS 2 INCHES.  IT IS 86 FEET SOUTH OF THE CENTER
 MN0492'OF U.S. HIGHWAY 30, 45 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MN0492'TRACKS, 3 FEET NORTH OF THE NORTH ONE OF TWO POWER LINE POLES,
 MN0492'AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MN0492'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET
 MN0492'BELOW THE SURFACE OF THE GROUND.
 MN0492'
 MN0492'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COLTON 2 NO. 3
 MN0492'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0492'4 INCHES.  IT IS 38 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MN0492'TRACKS, AND 1 FOOT WEST OF A POWERLINE POLE.
 MN0492'
 MN0492'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COLTON 2 NO. 4
 MN0492'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0492'2 INCHES.  IT IS 39.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MN0492'TRACKS, AND 2 FEET NORTHEAST OF A POWERLINE POLE.
 MN0492'
 MN0492'AZIMUTH MARK, A STANDARD DISK STAMPED COLTON 2 1968, IS SET
 MN0492'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 MN0492'SURFACE OF THE GROUND.  IT IS 95 FEET WEST OF THE CENTER OF
 MN0492'A DRIVEWAY, 66.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 MN0492'TRACKS, 20 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 MN0492'NORTHEAST OF THE NORTH ONE OF TWO TELEGRAPH POLES, AND 1.5
 MN0492'FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1895 ***********************************************************************
 MK1895  DESIGNATION -  COLUMBUS
 MK1895  PID         -  MK1895
 MK1895  STATE/COUNTY-  NE/PLATTE
 MK1895  COUNTRY     -  US
 MK1895  USGS QUAD   -  COLUMBUS (2017)
 MK1895
 MK1895                         *CURRENT SURVEY CONTROL
 MK1895  ______________________________________________________________________
 MK1895* NAD 83(1995) POSITION- 41 28 37.58159(N) 097 20 57.37528(W)   ADJUSTED
 MK1895* NAVD 88 ORTHO HEIGHT -   465.96  (+/-2cm)     1528.7   (feet) VERTCON
 MK1895  ______________________________________________________________________
 MK1895  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 MK1895  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 MK1895  HORZ ORDER      -  FIRST
 MK1895  VERT ORDER      -  THIRD ? (See Below)
 MK1895
 MK1895.The horizontal coordinates were established by classical geodetic methods
 MK1895.and adjusted by the National Geodetic Survey in August 1997.
 MK1895
 MK1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1895
 MK1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1895.GEOID18 height accuracy estimate available here.
 MK1895
 MK1895.The vertical order pertains to the NGVD 29 superseded value.
 MK1895
 MK1895.Click photographs - Photos may exist for this station.
 MK1895
 MK1895.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1895
 MK1895. The following values were computed from the NAD 83(1995) position.
 MK1895
 MK1895;                    North         East     Units Scale Factor Converg.
 MK1895;SPC NE       -   185,892.819   721,293.420   MT  0.99965872   +1 45 23.9
 MK1895;SPC NE       -   609,883.36  2,366,443.50   sFT  0.99965872   +1 45 23.9
 MK1895;UTM  14      - 4,593,037.733   637,825.311   MT  0.99983377   +1 05 36.5
 MK1895
 MK1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1895!SPC NE       -   0.99993089  x   0.99965872  =   0.99958963
 MK1895!UTM  14      -   0.99993089  x   0.99983377  =   0.99976467
 MK1895
 MK1895:                Primary Azimuth Mark                     Grid Az
 MK1895:SPC NE       -  COLUMBUS KTTT RADIO MAST                 239 46 20.6
 MK1895:UTM  14      -  COLUMBUS KTTT RADIO MAST                 240 26 08.0
 MK1895
 MK1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3782593037(NAD 83)
 MK1895
 MK1895|---------------------------------------------------------------------|
 MK1895| PID    Reference Object                     Distance      Geod. Az  |
 MK1895|                                                           dddmmss.s |
 MK1895| MK1901 COLUMBUS 2                           60.431 METERS 00040     |
 MK1895| CN8981 COLUMBUS RM 1 AZIMUTH               APPROX. 0.5 KM 0022427.9 |
 MK1895| CN8983 COLUMBUS RM 2                        22.521 METERS 09151     |
 MK1895| MK1858 SCHUYLER CITY LT AND PWR STK        APPROX.24.5 KM 0965517.4 |
 MK1895| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.24.3 KM 0972229.4 |
 MK1895| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX.12.5 KM 1402757.6 |
 MK1895| MK1861 DAVID CITY STACK                    APPROX.31.3 KM 1415758.7 |
 MK1895| MK1863 DAVID CITY TANK                     APPROX.31.3 KM 1420121.8 |
 MK1895| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX.13.0 KM 1430913.7 |
 MK1895| CN8984 COLUMBUS RM 3                        42.364 METERS 14727     |
 MK1895| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX. 5.0 KM 1792140.2 |
 MK1895| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX. 6.1 KM 1793127.3 |
 MK1895| MK1896 COLUMBUS NW PWR LT CO SMOKESTK      APPROX. 5.7 KM 1901559.3 |
 MK1895| MK1898 COLUMBUS MUNICIPAL TANK             APPROX. 5.7 KM 1902617.2 |
 MK1895| MK1906 COLUMBUS KTTT RADIO MAST            APPROX. 5.3 KM 2413144.5 |
 MK1895| CN8985 COLUMBUS 2 RM 4                      75.804 METERS 33135     |
 MK1895|---------------------------------------------------------------------|
 MK1895
 MK1895                          SUPERSEDED SURVEY CONTROL
 MK1895
 MK1895  NAD 83(1986)-  41 28 37.59070(N)    097 20 57.37910(W) AD(       ) 1
 MK1895  NAD 27      -  41 28 37.55100(N)    097 20 56.23400(W) AD(       ) 1
 MK1895  NGVD 29             465.77   (m)         1528.1    (f) LEVELING    3  
 MK1895
 MK1895.Superseded values are not recommended for survey control.
 MK1895
 MK1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1895.See file dsdata.pdf to determine how the superseded data were derived.
 MK1895
 MK1895_MARKER: DS = TRIANGULATION STATION DISK
 MK1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1895_STAMPING: COLUMBUS 1930
 MK1895_MARK LOGO: CGS
 MK1895_PROJECTION: RECESSED 30 CENTIMETERS
 MK1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1895+STABILITY: SURFACE MOTION
 MK1895
 MK1895  HISTORY     - Date     Condition        Report By
 MK1895  HISTORY     - 1930     MONUMENTED       CGS
 MK1895  HISTORY     - 1933     GOOD             NEGS
 MK1895  HISTORY     - 1935     GOOD             CGS
 MK1895  HISTORY     - 1939     GOOD             LOCENG
 MK1895  HISTORY     - 1962     GOOD             CGS
 MK1895  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MK1895  HISTORY     - 1969     GOOD             CGS
 MK1895
 MK1895                          STATION DESCRIPTION
 MK1895
 MK1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1895'STATION IS ABOUT 3-1/4 MILES N AND 1/2 MILE E OF COLUMBUS IN THE
 MK1895'NE 1/4 SEC. 6, T 17 N, R 1 E, ON LAND OWNED BY ERNEST RODEHORST
 MK1895'AND OCCUPIED BY ALFRED RODEHORST.  STATION IS IN A CULTIVATED
 MK1895'FIELD ABOUT 600 FEET N OF MR. RODEHORSTS HOUSE, ON HIGH GROUND,
 MK1895'AND ABOUT 1000 FEET S OF THE HOUSE OF MR. JOHN AHRENS.  THE MARK
 MK1895'IS 12 INCHES BELOW THE SURFACE, 45 FEET W OF THE CENTER LINE OF
 MK1895'THE SECTION-LINE ROAD AND 13 FEET W OF A FENCE LINE WHICH
 MK1895'PARALLELS THE ROAD.
 MK1895'
 MK1895'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1895'DISKS SET IN CONCRETE.
 MK1895'
 MK1895'REFERENCE MARK NO. 1, AN AZIMUTH MARK, IS LOCATED IN THE EXTREME
 MK1895'NW CORNER OF THE NW 1/4 OF SEC. 7, T 17 N, R 1 E, 50 FEET SE
 MK1895'OF THE INTERSECTION OF THE SECTION-LINE ROAD CENTERS, 4 FEET
 MK1895'INSIDE A FENCE CORNER.  THIS MARK IS 1700 FEET N OF THE STATION
 MK1895'AND 75 FEET E.  REFERENCE MARK NO. 2 IS IN THE SAME 1/4 SECTION
 MK1895'AS REFERENCE MARK NO. 1, AND DIRECTLY OPPOSITE THE SECTION-LINE
 MK1895'ROAD FROM THE STATION MARK.  IT IS 29 FEET E OF THE CENTER OF
 MK1895'THE SECTION-LINE ROAD AND ABOUT 2 FEET W OF A FENCE LINE
 MK1895'PARALLELING THE ROAD.  THIS MARK IS 73.95 FEET FROM THE STATION
 MK1895'MARK.
 MK1895'
 MK1895'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 MK1895
 MK1895                          STATION RECOVERY (1933)
 MK1895
 MK1895'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1933
 MK1895'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MK1895'ORIGINAL DESCRIPTION IS STILL GOOD.
 MK1895'
 MK1895'ELEVATION WAS OBTAINED FOR THIS STATION, THUS MAKING IT A
 MK1895'SECOND-ORDER BENCH MARK.
 MK1895
 MK1895                          STATION RECOVERY (1935)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1895'STATION RECOVERED AS DESCRIBED.
 MK1895'
 MK1895'REFERENCE MARK NO. 3 WAS SET AND STAMPED 1935.  LOCATED 138.99
 MK1895'FEET SE OF STATION ACROSS ROAD AND IN SECTION-LINE FENCE.
 MK1895'
 MK1895'STATION IS REACHED FROM COLUMBUS (PLATTE COUNTY COURTHOUSE) BY
 MK1895'GOING N ON TWENTY-SIXTH AVENUE 0.5 MILE, TURN RIGHT (E) ON U.S.
 MK1895'HIGHWAY 30 AND GO 0.5 MILE, TURN LEFT (N) ON GRAVEL ROAD AND GO
 MK1895'2.6 MILES TO TOP OF RIDGE AND STATION.
 MK1895'
 MK1895'NOTE--LETTER OF MR. GUY A. ROBERTSON, CAMP SUPERINTENDENT,
 MK1895'C.C.C. CAMP SCS-18, COLUMBUS, NEBRASKA DATED SEPTEMBER 8, 1939--
 MK1895'
 MK1895'DUE TO EXCAVATION OF THE ROAD DITCH AND FROST ACTION, REFERENCE
 MK1895'MARK NO. 2 WAS EXPOSED ON THE W FACE AND ABOUT 6 INCHES UNDER THE
 MK1895'BASE.  WE FORMED AND POURED REINFORCED CONCRETE SUPPORTING THE
 MK1895'BASE OVER AN AREA 8 INCHES IN FROM ITS EDGE.  THIS EXTENDS DOWN
 MK1895'TO SOLID GROUND BELOW THE DITCH BOTTOM AS A CONTINUATION OF THE
 MK1895'W FACE, WITH CUT-OFF RETURNS POURED INTO THE BANK ON BOTH THE N
 MK1895'AND S SIDES OF THE BASE.  TO PROTECT AGAINST ANY POSSIBLE
 MK1895'DAMAGE FROM THE FLOW OF WATER IN THE DITCH.  ABOUT 6 CUBIC FEET
 MK1895'OF CONCRETE WAS PLACED.
 MK1895
 MK1895                          STATION RECOVERY (1939)
 MK1895
 MK1895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 MK1895'STATION RECOVERED BY CIVILIAN CONSERVATION CORPS
 MK1895'
 MK1895'DUE TO EXCAVATION OF THE ROAD DITCH AND FROST ACTION, REFERENCE
 MK1895'MARK NO. 2 WAS EXPOSED ON THE WEST FACE AND ABOUT 6 INCHES UNDER
 MK1895'THE BASE.  WE FORMED, AND POURED REENFORCED CONCRETE SUPPORTING
 MK1895'THE BASE OVER AN AREA 8 INCHES IN FROM ITS EDGE.  THIS EXTENDS
 MK1895'DOWN TO SOLID GROUND BELOW THE DITCH BOTTOM AS A CONTINUATION
 MK1895'OF THE WEST FACE, WITH CUT-OFF RETURNS POURED INTO THE BANK ON
 MK1895'BOTH THE NORTH AND SOUTH SIDES OF THE BASE TO PROTECT AGAINST
 MK1895'ANY POSSIBLE DAMAGE FROM THE FLOW OF WATER IN THE DITCH.
 MK1895'ABOUT 6 CUBIC FEET OF CONCRETE WERE PLACED.
 MK1895
 MK1895                          STATION RECOVERY (1962)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 MK1895'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK1895'AS DESCRIBED EXCEPT THE REFERENCE MARK NO. 1 WHICH WAS USED AS THE
 MK1895'AZIMUTH MARK AND WAS DISPLACED BY ROAD CONSTRUCTION.  THIS MARK
 MK1895'WAS NOT REPLACED AS THE LINE OF SIGHT WAS OBSTRUCTED BY LEVEE
 MK1895'CONSTRUCTION AROUND BABCOCK LAKE AND CANAL WHICH IS JUST NORTH
 MK1895'OF THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 MK1895'
 MK1895'STATION IS LOCATED ABOUT 3 MILES OF COLUMBUS IN THE NE 1/4 OF
 MK1895'SEC. 6, T 17 N., R 1 E ON LAND OWNED BY ERNEST RODEHORST AND
 MK1895'OCCUPIED BY DON RODEHORST, 246 FEET SOUTH OF THE SOUTH EDGE OF
 MK1895'CONCRETE WALL ATOP THE LEVEE ALONG THE SOUTHSIDE OF LAKE BABCOCK,
 MK1895'174 FEET SOUTH OF A NORTHEAST FENCE CORNER, 44 FEET WEST OF THE
 MK1895'CENTER OF HARD-SURFACED ROAD, AND 11 FEET WEST OF A NEW STEEL
 MK1895'WITNESS POST SIGN AND THE WEST RIGHT-OF-WAY FENCE.  THE MARK
 MK1895'IS 12 INCHES BELOW THE SURFACE OF A CULTIVATED FIELD AND THE
 MK1895'DISK IS STAMPED COLUMBUS 1930.
 MK1895'
 MK1895'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 MK1895'
 MK1895'REFERENCE MARK NO. 2 IS 73.95 FEET EAST OF THE STATION, 248 FEET
 MK1895'SOUTH OF THE SOUTH END OF THE EAST STEEL RAIL OF BRIDGE OVER CANAL,
 MK1895'117 FEET SOUTH OF A NORTHWEST FENCE CORNER, 95 FEET SOUTH OF A
 MK1895'TELEPHONE POLE, 30 FEET EAST OF THE CENTER OF A HARD-SURFACED
 MK1895'ROAD, 18 FEET NORTH OF A TELEPHONE POLE, AND 3 FEET WEST OF A
 MK1895'FENCE.  THE MARK HAS BEEN REINFORCED BY CONCRETE AND THE MARK
 MK1895'PROJECTS ABOUT 2 FEET AND THE DISK IS STAMPED COLUMBUS NO 2
 MK1895'1930.
 MK1895'
 MK1895'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF THE STATION 138.66
 MK1895'FEET, 29 FEET EAST OF THE CENTER OF HARD-SURFACED ROAD, 14 FEET
 MK1895'NORTH OF THE CENTER OF A TELEPHONE POLE, AND 4 FEET WEST OF THE
 MK1895'EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 14 INCHES AND THE
 MK1895'DISK IS STAMPED COLUMBUS NO 3 1935.
 MK1895'
 MK1895'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBUS, GO NORTH
 MK1895'ON TWENTY-SIX AVENUE FOR 0.5 MILE TO U.S. HIGHWAY 30.  TURN
 MK1895'RIGHT AND GO EAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO THE
 MK1895'INTERSECTION OF 23RD STREET (U.S. HIGHWAY 30) AND 18TH AVENUE.
 MK1895'TURN LEFT AND GO NORTH ON A HARD-SURFACED ROAD FOR 2.6 MILES TO
 MK1895'THE STATION ON THE LEFT AS DESCRIBED.
 MK1895
 MK1895                          STATION RECOVERY (1968)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1895'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 MK1895'IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED.  A NEW
 MK1895'STATION MARK STAMPED COLUMBUS 2 1968 AND A NEW REFERENCE MARK
 MK1895'STAMPED COLUMBUS 2 NO 4 1968 WERE ESTABLISHED AT THIS TIME DUE TO
 MK1895'POWER LINES OVER THE OLD STATION.  THE DISTANCE TO THE REFERENCE
 MK1895'MARK COMPARED FAVORABLY WITH THE 1930 OBSERVATIONS.
 MK1895'
 MK1895'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF COLUMBUS, IN THE NE 1/4
 MK1895'OF SEC. 6 T17N, RIE AND ON PROPERTY OWNED BY MR. DON RODEHERST.
 MK1895'
 MK1895'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR COLUMBUS 2
 MK1895'1968.
 MK1895'
 MK1895'THE STATION MARK IS A STANDARD DISK STAMPED COLUMBUS 1930, SET IN THE
 MK1895'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 MK1895'THE GROUND SURFACE.  IT IS 126 FEET SOUTH OF A POWERLINE POLE, 44
 MK1895'FEET WEST OF THE CENTER OF A PAVED ROAD AND 11 FEET WEST OF A
 MK1895'METAL WITNESS POST WITH SIGN ATTACHED SET IN A FENCE.
 MK1895'
 MK1895'THE MARK IS A STANDARD STATION MARK DISK STAMPED COLUMBUS 2 1968 SET
 MK1895'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MK1895'THE GROUND SURFACE.  IT IS 43 FEET WEST OF THE CENTER OF A PAVED
 MK1895'ROAD, 40 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 22 FEET
 MK1895'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A FENCE.
 MK1895'
 MK1895'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED COLUMBUS 2 NO 4
 MK1895'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MK1895'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET
 MK1895'SOUTH OF THE GRAVELED ROAD AND 32 FEET NORTH OF A FENCE.
 MK1895'
 MK1895'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLUMBUS NO 2 1930, SET
 MK1895'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 15
 MK1895'INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET EAST OF THE CENTER
 MK1895'OF THE PAVED ROAD, 19 FEET NORTH OF A TELEPHONE POLE AND 3-1/2
 MK1895'FEET WEST OF A FENCE.
 MK1895'
 MK1895'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEE LEVEL.
 MK1895'
 MK1895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 MK1895'COLUMUBS.
 MK1895
 MK1895                          STATION RECOVERY (1969)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1895'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 MK1895'IS ADEQUATE.  R.M. NO. 2 (1930) RECOVERED IN GOOD CONDITION.
 MK1895'AZ. MK. R.M. NO. 1 (1930) WAS NOT SEARCHED FOR.
 MK1895'
 MK1895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 MK1895'NORTH AND 1/2 MILE EAST OF COLUMBUS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1901 ***********************************************************************
 MK1901  DESIGNATION -  COLUMBUS 2
 MK1901  PID         -  MK1901
 MK1901  STATE/COUNTY-  NE/PLATTE
 MK1901  COUNTRY     -  US
 MK1901  USGS QUAD   -  COLUMBUS (2017)
 MK1901
 MK1901                         *CURRENT SURVEY CONTROL
 MK1901  ______________________________________________________________________
 MK1901* NAD 83(1995) POSITION- 41 28 39.54026(N) 097 20 57.34533(W)   ADJUSTED
 MK1901* NAVD 88 ORTHO HEIGHT -   465.45  (+/-2cm)     1527.1   (feet) VERTCON
 MK1901  ______________________________________________________________________
 MK1901  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 MK1901  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 MK1901  HORZ ORDER      -  FIRST
 MK1901  VERT ORDER      -  THIRD ? (See Below)
 MK1901
 MK1901.The horizontal coordinates were established by classical geodetic methods
 MK1901.and adjusted by the National Geodetic Survey in August 1997.
 MK1901
 MK1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1901
 MK1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1901.GEOID18 height accuracy estimate available here.
 MK1901
 MK1901.The vertical order pertains to the NGVD 29 superseded value.
 MK1901
 MK1901.Click photographs - Photos may exist for this station.
 MK1901
 MK1901.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1901
 MK1901. The following values were computed from the NAD 83(1995) position.
 MK1901
 MK1901;                    North         East     Units Scale Factor Converg.
 MK1901;SPC NE       -   185,953.218   721,292.263   MT  0.99965872   +1 45 23.9
 MK1901;SPC NE       -   610,081.52  2,366,439.70   sFT  0.99965872   +1 45 23.9
 MK1901;UTM  14      - 4,593,098.152   637,824.852   MT  0.99983377   +1 05 36.6
 MK1901
 MK1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1901!SPC NE       -   0.99993097  x   0.99965872  =   0.99958971
 MK1901!UTM  14      -   0.99993097  x   0.99983377  =   0.99976475
 MK1901
 MK1901:                Primary Azimuth Mark                     Grid Az
 MK1901:SPC NE       -  COLUMBUS CABLE TV MAST                   226 01 51.6
 MK1901:UTM  14      -  COLUMBUS CABLE TV MAST                   226 41 38.9
 MK1901
 MK1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3782493098(NAD 83)
 MK1901
 MK1901|---------------------------------------------------------------------|
 MK1901| PID    Reference Object                     Distance      Geod. Az  |
 MK1901|                                                           dddmmss.s |
 MK1901| MK1842 SHELL                               APPROX.14.3 KM 0605347.1 |
 MK1901| CN8983 COLUMBUS RM 2                                      16022     |
 MK1901| CN8986 COLUMBUS CABLE TV MAST                             2274715.5 |
 MK1901| CN8985 COLUMBUS 2 RM 4                      37.317 METERS 27938     |
 MK1901|---------------------------------------------------------------------|
 MK1901
 MK1901                          SUPERSEDED SURVEY CONTROL
 MK1901
 MK1901  NAD 83(1986)-  41 28 39.54936(N)    097 20 57.34916(W) AD(       ) 1
 MK1901  NAD 27      -  41 28 39.50962(N)    097 20 56.20399(W) AD(       ) 1
 MK1901  NGVD 29             465.26   (m)         1526.4    (f) LEVELING    3  
 MK1901
 MK1901.Superseded values are not recommended for survey control.
 MK1901
 MK1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1901.See file dsdata.pdf to determine how the superseded data were derived.
 MK1901
 MK1901_MARKER: DS = TRIANGULATION STATION DISK
 MK1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1901_STAMPING: COLUMBUS 2 1968
 MK1901_MARK LOGO: CGS
 MK1901_PROJECTION: FLUSH
 MK1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1901+STABILITY: SURFACE MOTION
 MK1901
 MK1901  HISTORY     - Date     Condition        Report By
 MK1901  HISTORY     - 1968     MONUMENTED       CGS
 MK1901  HISTORY     - 1969     GOOD             CGS
 MK1901
 MK1901                          STATION DESCRIPTION
 MK1901
 MK1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1901'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF PLATTE CENTER,
 MK1901'3-1/2 MILES NORTH-NORTHEAST OF COLUMBUS, 6-1/2 MILES NORTHWEST
 MK1901'OF RICHLAND, AND AT THE SOUTHEAST EDGE OF LAKE BABCOCK
 MK1901'RESERVOIR.  IT IS ON PROPERTY OWNED BY LOUP POWER DISTRICT.
 MK1901'
 MK1901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MK1901'81 IN COLUMBUS, GO NORTH AND EAST ON U.S. HIGHWAY 30 FOR 1.45
 MK1901'MILES TO THE JUNCTION OF 18TH AVENUE.  TURN LEFT AND GO NORTH ON
 MK1901'18TH AVENUE FOR 2.7 MILES TO A CROSSROAD AND THE STATION ON THE
 MK1901'LEFT.
 MK1901'
 MK1901'THE STATION MARK IS A STANDARD DISK STAMPED COLUMBUS 2 1968,
 MK1901'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 MK1901'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET WEST OF THE
 MK1901'CENTER OF THE NORTH-SOUTH PAVED ROAD, 40 FEET SOUTH OF THE CENTER
 MK1901'OF AN EAST-WEST GRAVELED ROAD, 22 FEET NORTH OF A METAL WITNESS
 MK1901'POST WITH A SIGN ATTACHED SET IN AN EAST-WEST FENCE LINE, AND
 MK1901'ABOUT 15 FEET LOWER IN ELEVATION THAN THE ROADS.
 MK1901'
 MK1901'THE MARK IS A STANDARD TRIANGULATION STATION MARK
 MK1901'DISK STAMPED COLUMBUS 1930, SET IN THE TOP OF A 12-INCH SQUARE
 MK1901'CONCRETE MONUMENT WHICH IS ABOUT 15 INCHES BELOW THE SURFACE OF
 MK1901'THE GROUND.  IT IS 126 FEET SOUTH OF A POWER POLE, 44 FEET WEST
 MK1901'OF THE CENTER OF THE NORTH-SOUTH PAVED ROAD, 11 FEET WEST OF A
 MK1901'METAL WITNESS POST WITH A SIGN ATTACHED SET IN A NORTH-SOUTH
 MK1901'FENCE LINE.
 MK1901'
 MK1901'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COLUMBUS 2 NO 4
 MK1901'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MK1901'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH
 MK1901'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 32 FEET NORTH
 MK1901'OF AN EAST-WEST FENCE LINE.
 MK1901'
 MK1901'NO AZIMUTH MARK WAS SET, BUT COLUMBUS COMMUNITY CABLE TV MAST
 MK1901'IS SUITABLE FOR AZIMUTH.
 MK1901'
 MK1901'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MK1901
 MK1901                          STATION RECOVERY (1969)
 MK1901
 MK1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1901'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 MK1901'DESCRIPTION.  THE AZIMUTH MARK AND THE REFERENCE MARKS WERE NOT
 MK1901'SEARCHED FOR.
 MK1901'
 MK1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MK1901'3-1/4 MILES NORTH AND 1/2 MILE EAST OF COLUMBUS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4091 ***********************************************************************
 AB4091  FBN         -  This is a Federal Base Network Control Station.
 AB4091  PACS        -  This is a Primary Airport Control Station.
 AB4091  DESIGNATION -  COLUMBUS CBL 0
 AB4091  PID         -  AB4091
 AB4091  STATE/COUNTY-  NE/PLATTE
 AB4091  COUNTRY     -  US
 AB4091  USGS QUAD   -  COLUMBUS (2017)
 AB4091
 AB4091                         *CURRENT SURVEY CONTROL
 AB4091  ______________________________________________________________________
 AB4091* NAD 83(2011) POSITION- 41 26 41.84471(N) 097 20 31.89923(W)   ADJUSTED
 AB4091* NAD 83(2011) ELLIP HT-   414.070 (meters)        (06/27/12)   ADJUSTED
 AB4091* NAD 83(2011) EPOCH   -  2010.00
 AB4091* NAVD 88 ORTHO HEIGHT -   439.48  (meters)     1441.9   (feet) GPS OBS
 AB4091  ______________________________________________________________________
 AB4091  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4091  GEOID HEIGHT    -        -25.355 (meters)                     GEOID99
 AB4091  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 AB4091  NAD 83(2011) X  -   -611,925.688 (meters)                     COMP
 AB4091  NAD 83(2011) Y  - -4,749,075.529 (meters)                     COMP
 AB4091  NAD 83(2011) Z  -  4,199,865.826 (meters)                     COMP
 AB4091  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AB4091
 AB4091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4091  Standards:
 AB4091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4091  -------------------------------------------------------------------
 AB4091  NETWORK    0.33   0.74           0.15   0.11   0.38      0.01787417
 AB4091  -------------------------------------------------------------------
 AB4091  Click here for local accuracies and other accuracy information.
 AB4091
 AB4091.This mark is at Columbus Municipal Airport (OLU)
 AB4091
 AB4091.The horizontal coordinates were established by GPS observations
 AB4091.and adjusted by the National Geodetic Survey in June 2012.
 AB4091
 AB4091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4091.been affixed to the stable North American tectonic plate. See 
 AB4091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4091
 AB4091.The horizontal coordinates are valid at the epoch date displayed above
 AB4091.which is a decimal equivalence of Year/Month/Day.
 AB4091
 AB4091.The orthometric height was determined by GPS observations and a
 AB4091.high-resolution geoid model.
 AB4091
 AB4091.GPS derived orthometric heights for airport stations designated as
 AB4091.PACS or SACS are published to 2 decimal places.  This maintains
 AB4091.centimeter relative accuracy between the PACS and SACS.  It does
 AB4091.not indicate centimeter accuracy relative to other marks which are
 AB4091.part of the published vertical control network.
 AB4091
 AB4091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4091.GEOID18 height accuracy estimate available here.
 AB4091
 AB4091.Click photographs - Photos may exist for this station.
 AB4091
 AB4091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4091
 AB4091.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4091
 AB4091.The ellipsoidal height was determined by GPS observations
 AB4091.and is referenced to NAD 83.
 AB4091
 AB4091. The following values were computed from the NAD 83(2011) position.
 AB4091
 AB4091;                    North         East     Units Scale Factor Converg.
 AB4091;SPC NE       -   182,343.287   721,993.731   MT  0.99965916   +1 45 40.8
 AB4091;SPC NE       -   598,237.93  2,368,741.10   sFT  0.99965916   +1 45 40.8
 AB4091;UTM  14      - 4,589,479.703   638,484.588   MT  0.99983602   +1 05 50.9
 AB4091
 AB4091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4091!SPC NE       -   0.99993506  x   0.99965916  =   0.99959424
 AB4091!UTM  14      -   0.99993506  x   0.99983602  =   0.99977109
 AB4091
 AB4091:                Primary Azimuth Mark                     Grid Az
 AB4091:SPC NE       -  COLUMBUS CBL 430                         328 04 34.9
 AB4091:UTM  14      -  COLUMBUS CBL 430                         328 44 24.8
 AB4091
 AB4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3848489479(NAD 83)
 AB4091
 AB4091|---------------------------------------------------------------------|
 AB4091| PID    Reference Object                     Distance      Geod. Az  |
 AB4091|                                                           dddmmss.s |
 AB4091| AE3035 COLUMBUS CBL 100                     30.479 METERS 23949     |
 AB4091| AB4151 COLUMBUS CBL 430                    429.963 METERS 3295015.7 |
 AB4091| AE3034 COLUMBUS CBL 150                    149.983 METERS 32950     |
 AB4091|---------------------------------------------------------------------|
 AB4091
 AB4091                          SUPERSEDED SURVEY CONTROL
 AB4091
 AB4091  NAD 83(2007)-  41 26 41.84465(N)    097 20 31.89987(W) AD(2002.00) 0
 AB4091  ELLIP H (02/10/07)  414.095  (m)                       GP(2002.00)    
 AB4091  ELLIP H (07/10/01)  414.086  (m)                       GP(       ) 4 1
 AB4091  NAD 83(1995)-  41 26 41.84465(N)    097 20 31.89927(W) AD(       ) B
 AB4091  ELLIP H (06/25/96)  414.134  (m)                       GP(       ) 1 1
 AB4091  NAVD 88 (06/25/96)  439.41   (m)  GEOID93  model used  GPS OBS        
 AB4091
 AB4091.Superseded values are not recommended for survey control.
 AB4091
 AB4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4091.See file dsdata.pdf to determine how the superseded data were derived.
 AB4091
 AB4091_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4091_STAMPING: 0 M 1989
 AB4091_MARK LOGO: NGS
 AB4091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4091+STABILITY: SURFACE MOTION
 AB4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4091+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2016
 AB4091
 AB4091  HISTORY     - Date     Condition        Report By
 AB4091  HISTORY     - 1989     MONUMENTED       NGS
 AB4091  HISTORY     - 19950602 GOOD             NGS
 AB4091  HISTORY     - 19970612 GOOD             NGS
 AB4091  HISTORY     - 20000510 GOOD             NGS
 AB4091  HISTORY     - 20120507 GOOD             ALBECO
 AB4091  HISTORY     - 20161128 GOOD             NEGS
 AB4091
 AB4091                          STATION DESCRIPTION
 AB4091
 AB4091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AB4091'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AB4091'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AB4091'
 AB4091'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AB4091'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AB4091'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AB4091'
 AB4091'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AB4091'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AB4091'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AB4091'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AB4091'
 AB4091'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AB4091'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AB4091'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AB4091'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB4091'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AB4091'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AB4091'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AB4091'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AB4091'0-METER POINT ON THE LEFT.
 AB4091'
 AB4091'TO REACH THE OTHER CBL POINTS, TURN LEFT AND GO NORTHWEST ON THE
 AB4091'TAXIWAY, PASSING THE 150 AND 430-METER POINTS, TO THE END OF THE
 AB4091'TAXIWAY. CURVE RIGHT TO THE END OF THE RUNWAY, THEN TURN LEFT AND GO
 AB4091'NORTH AND WEST ON THE CONCRETE, THEN GRAVEL ROAD FOR 0.3 KM (0.2 MI)
 AB4091'TO THE 1100-METER POINT ON THE LEFT, ABOUT 35 METERS BEFORE REACHING
 AB4091'THE END OF THE ROAD.
 AB4091'
 AB4091'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AB4091'STAMPED--0 M 1989--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER
 AB4091'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.2 M (20.3
 AB4091'FT) SOUTH OF A BLUE TAXI LIGHT NO. 18, 4.7 M (15.4 FT) NORTHEAST OF A
 AB4091'BLUE TAXI LIGHT NO. 17, AND 2.0 M (6.6 FT) NORTHWEST OF THE EDGE OF
 AB4091'THE CONCRETE.
 AB4091'
 AB4091'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AB4091'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AB4091'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AB4091'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AB4091'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AB4091'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AB4091'
 AB4091'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AB4091'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AB4091'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AB4091'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AB4091'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AB4091'68502. TELEPHONE (402) 479-4379.
 AB4091
 AB4091                          STATION RECOVERY (1995)
 AB4091
 AB4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4091'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PLATTE
 AB4091'CENTER, 1.8 MI (2.9 KM) NORTHWEST OF COLUMBUS ON THE COLUMBUS
 AB4091'MUNICIPAL AIRPORT AT THE JUNCTION OF A CONNECTOR AND PARALLEL TAXIWAY
 AB4091'NEAR THE NORTHEAST CORNER OF THE MAIN APRON.  OWNERSHIP--COLUMBUS
 AB4091'AIRPORT AUTHORITY, PO BOX 315, COLUMBUS NE 68601.  AIRPORT MANAGER IS
 AB4091'JERRY SCHULTZ, PHONE (402) 564-7377.  TO REACH THE STATION FROM THE
 AB4091'JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN NORTHWEST COLUMBUS, GO EAST ON
 AB4091'U.S. HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO AN INTERSECTION, TURN LEFT AND
 AB4091'GO NORTH ON 18TH AVENUE FOR 0.2 MI (0.3 KM) TO A PAVED ROAD RIGHT,
 AB4091'TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.25 MI (0.40
 AB4091'KM) TO A SLIGHT CURVE LEFT AND A PAVED ROAD LEFT, TURN LEFT AND GO
 AB4091'NORTH ON THE PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE AHEAD, PASS
 AB4091'THROUGH GATE, TURN RIGHT AND GO NORTHEAST ON A TAXIWAY (CROSSING THE
 AB4091'APRON) FOR 0.15 MI (0.24 KM) TO THE PARALLEL TAXIWAY AND THE STATION
 AB4091'ON THE LEFT.  THE STATION IS 54.9 FT (16.7 M) SOUTHWEST OF THE
 AB4091'PARALLEL TAXIWAY CENTER, 50.3 FT (15.3 M) NORTHWEST OF THE CONNECTOR
 AB4091'TAXIWAY CENTER, 20.4 FT (6.2 M) SOUTH OF TAXIWAY LIGHT 18, 15.3 FT
 AB4091'(4.7 M) NORTHEAST OF A TAXIWAY LIGHT (17) AND 6.0 FT (1.8 M) WEST OF
 AB4091'THE APEX OF THE CURVED PAVEMENT EDGE.  NOTE--THIS STATION WAS USED AS
 AB4091'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4091
 AB4091                          STATION RECOVERY (1997)
 AB4091
 AB4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4091'RECOVERED AS DESCRIBED.
 AB4091
 AB4091                          STATION RECOVERY (2000)
 AB4091
 AB4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 AB4091'RECOVERED AS DESCRIBED.
 AB4091
 AB4091                          STATION RECOVERY (2012)
 AB4091
 AB4091'RECOVERY NOTE BY ALFRED BENESCH & COMPANY 2012 (JPH)
 AB4091'AIRPORT MANAGER - MARK COZAD
 AB4091'402-276-5284
 AB4091
 AB4091                          STATION RECOVERY (2016)
 AB4091
 AB4091'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016
 AB4091'AIRPORT MANAGER
 AB4091'KEITH SCHADEMANN
 AB4091'402-276-5284
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3035 ***********************************************************************
 AE3035  DESIGNATION -  COLUMBUS CBL 100
 AE3035  PID         -  AE3035
 AE3035  STATE/COUNTY-  NE/PLATTE
 AE3035  COUNTRY     -  US
 AE3035  USGS QUAD   -  COLUMBUS (2017)
 AE3035
 AE3035                         *CURRENT SURVEY CONTROL
 AE3035  ______________________________________________________________________
 AE3035* NAD 83(2011) POSITION- 41 26 41.34795(N) 097 20 33.03419(W)   ADJUSTED
 AE3035* NAD 83(2011) ELLIP HT-   413.880 (meters)        (06/27/12)   ADJUSTED
 AE3035* NAD 83(2011) EPOCH   -  2010.00
 AE3035* NAVD 88 ORTHO HEIGHT -   439.2   (meters)     1441.    (feet) GPS OBS
 AE3035  ______________________________________________________________________
 AE3035  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3035  GEOID HEIGHT    -        -25.354 (meters)                     GEOID96
 AE3035  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 AE3035  NAD 83(2011) X  -   -611,953.098 (meters)                     COMP
 AE3035  NAD 83(2011) Y  - -4,749,082.082 (meters)                     COMP
 AE3035  NAD 83(2011) Z  -  4,199,854.212 (meters)                     COMP
 AE3035  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AE3035
 AE3035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3035  Standards:
 AE3035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3035  -------------------------------------------------------------------
 AE3035  NETWORK    0.36   0.74           0.17   0.11   0.38     -0.02652851
 AE3035  -------------------------------------------------------------------
 AE3035  Click here for local accuracies and other accuracy information.
 AE3035
 AE3035.The horizontal coordinates were established by GPS observations
 AE3035.and adjusted by the National Geodetic Survey in June 2012.
 AE3035
 AE3035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3035.been affixed to the stable North American tectonic plate. See 
 AE3035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3035
 AE3035.The horizontal coordinates are valid at the epoch date displayed above
 AE3035.which is a decimal equivalence of Year/Month/Day.
 AE3035
 AE3035.The orthometric height was determined by GPS observations and a
 AE3035.high-resolution geoid model.
 AE3035
 AE3035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3035.GEOID18 height accuracy estimate available here.
 AE3035
 AE3035.Click photographs - Photos may exist for this station.
 AE3035
 AE3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3035
 AE3035.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3035
 AE3035.The ellipsoidal height was determined by GPS observations
 AE3035.and is referenced to NAD 83.
 AE3035
 AE3035. The following values were computed from the NAD 83(2011) position.
 AE3035
 AE3035;                    North         East     Units Scale Factor Converg.
 AE3035;SPC NE       -   182,327.164   721,967.878   MT  0.99965916   +1 45 40.0
 AE3035;SPC NE       -   598,185.04  2,368,656.28   sFT  0.99965916   +1 45 40.0
 AE3035;UTM  14      - 4,589,463.878   638,458.544   MT  0.99983593   +1 05 50.2
 AE3035
 AE3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3035!SPC NE       -   0.99993509  x   0.99965916  =   0.99959427
 AE3035!UTM  14      -   0.99993509  x   0.99983593  =   0.99977103
 AE3035
 AE3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3845889463(NAD 83)
 AE3035
 AE3035|---------------------------------------------------------------------|
 AE3035| PID    Reference Object                     Distance      Geod. Az  |
 AE3035|                                                           dddmmss.s |
 AE3035| AB4091 COLUMBUS CBL 0                       30.479 METERS 05949     |
 AE3035|---------------------------------------------------------------------|
 AE3035
 AE3035                          SUPERSEDED SURVEY CONTROL
 AE3035
 AE3035  NAD 83(2007)-  41 26 41.34789(N)    097 20 33.03483(W) AD(2002.00) 0
 AE3035  ELLIP H (02/10/07)  413.905  (m)                       GP(2002.00)    
 AE3035  ELLIP H (12/10/01)  413.897  (m)                       GP(       ) 4 1
 AE3035  NAD 83(1995)-  41 26 41.34789(N)    097 20 33.03423(W) AD(       ) 1
 AE3035  ELLIP H (09/22/97)  413.945  (m)                       GP(       ) 4 1
 AE3035
 AE3035.Superseded values are not recommended for survey control.
 AE3035
 AE3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3035.See file dsdata.pdf to determine how the superseded data were derived.
 AE3035
 AE3035_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3035_STAMPING: NO STAMPING
 AE3035_MARK LOGO: NGS
 AE3035_PROJECTION: FLUSH
 AE3035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3035+STABILITY: SURFACE MOTION
 AE3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3035+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2021
 AE3035
 AE3035  HISTORY     - Date     Condition        Report By
 AE3035  HISTORY     - 1989     MONUMENTED       NGS
 AE3035  HISTORY     - 19970612 GOOD             NGS
 AE3035  HISTORY     - 20210112 GOOD             NEGS
 AE3035
 AE3035                          STATION DESCRIPTION
 AE3035
 AE3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AE3035'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AE3035'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AE3035'
 AE3035'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AE3035'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AE3035'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AE3035'
 AE3035'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AE3035'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AE3035'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AE3035'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AE3035'
 AE3035'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AE3035'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AE3035'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AE3035'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AE3035'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AE3035'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AE3035'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AE3035'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AE3035'0-METER POINT ON THE LEFT.
 AE3035'THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION
 AE3035'BASE LINE TAPING DISK STAMPED ONLY WITH A PUNCH MARK SET IN THE TOP OF
 AE3035'A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AE3035'GROUND. IT IS 30.48 M (100.00 FT) SOUTHWEST OF THE 0-METER POINT, 7.6
 AE3035'M (24.9 FT) NORTH OF THE EDGE OF THE TAXIWAY, AND 6.6 M (21.7 FT)
 AE3035'NORTHEAST OF A BLUE TAXI LIGHT NO. 15.
 AE3035'
 AE3035'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AE3035'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AE3035'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AE3035'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AE3035'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AE3035'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AE3035'
 AE3035'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AE3035'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AE3035'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AE3035'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AE3035'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AE3035'68502. TELEPHONE (402) 479-4379.
 AE3035
 AE3035                          STATION RECOVERY (1997)
 AE3035
 AE3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3035'RECOVERED AS DESCRIBED.
 AE3035
 AE3035                          STATION RECOVERY (2021)
 AE3035
 AE3035'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (KO)
 AE3035'FROM THE NORTH JUNCTION OF U.S. HWY. 30 AND 81 IN COLUMBUS, NE., GO
 AE3035'EAST ON U.S. HWY. 30 APPROX. 1.0 MILE TO 18TH AVE.  TURN LEFT (NORTH)
 AE3035'ONTO 18TH AVE. AND GO APPROX. 0.23 MILES TO THE AIRPORT ENTRANCE (BILL
 AE3035'BABKA DRIVE).  TURN RIGHT (EAST) AND GO 0.25 MILES TO WHERE BILL BABKA
 AE3035'DRIVE TURNS LEFT (NORTH).  GO NORTH APPROX. 0.13 MILE TO A GATE.  PASS
 AE3035'THROUGH GATE AND GO 100" TO A TAXIWAY.  TURN RIGHT AND GO ENE  APPROX.
 AE3035'0.13 ON TAXIWAY CROSSING A PARKING RAMP.  THE STATION IS LOCATED
 AE3035'BETWEEN THE PARKING RAMP AND THE TAXIWAY THAT PARALLELS THE MAIN
 AE3035'RUNWAY.  THE STATION IS ON THE LEFT (NORTH) SIDE OF THE TAXIWAY.
 AE3035'THERE IS AN 18 INCH TIRE THAT IS FLUSH WITH THE GROUND AND HAS BEEN
 AE3035'PLACED AROUND THE MARK.  CONTACT AIRPORT MANAGER FOR GATE CODE
 AE3035'INFORMATION.  THE MARK IS  30.7" SE OF THE SE CORNER OF A CONCRETE PAD
 AE3035'WITH 2 ROUND METAL COVERS, 20.2" NE OF THE BASE OF A TAXI LIGHT, 23.8"
 AE3035'NNW OF THE EDGE OF THE TAXIWAY AND APPROX. 20" SOUTHWEST OF THE NORTH
 AE3035'END OF A CORRUGATED METAL PIPE THAT RUNS UNDER THE TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3034 ***********************************************************************
 AE3034  DESIGNATION -  COLUMBUS CBL 150
 AE3034  PID         -  AE3034
 AE3034  STATE/COUNTY-  NE/PLATTE
 AE3034  COUNTRY     -  US
 AE3034  USGS QUAD   -  COLUMBUS (2017)
 AE3034
 AE3034                         *CURRENT SURVEY CONTROL
 AE3034  ______________________________________________________________________
 AE3034* NAD 83(2011) POSITION- 41 26 46.04790(N) 097 20 35.14602(W)   ADJUSTED
 AE3034* NAD 83(2011) ELLIP HT-   413.877 (meters)        (06/27/12)   ADJUSTED
 AE3034* NAD 83(2011) EPOCH   -  2010.00
 AE3034* NAVD 88 ORTHO HEIGHT -   439.2   (meters)     1441.    (feet) GPS OBS
 AE3034  ______________________________________________________________________
 AE3034  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3034  GEOID HEIGHT    -        -25.351 (meters)                     GEOID96
 AE3034  GEOID HEIGHT    -        -25.369 (meters)                     GEOID18
 AE3034  NAD 83(2011) X  -   -611,989.454 (meters)                     COMP
 AE3034  NAD 83(2011) Y  - -4,748,980.621 (meters)                     COMP
 AE3034  NAD 83(2011) Z  -  4,199,962.904 (meters)                     COMP
 AE3034  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 AE3034
 AE3034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3034  Standards:
 AE3034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3034  -------------------------------------------------------------------
 AE3034  NETWORK    0.37   0.76           0.17   0.12   0.39      0.00839139
 AE3034  -------------------------------------------------------------------
 AE3034  Click here for local accuracies and other accuracy information.
 AE3034
 AE3034.The horizontal coordinates were established by GPS observations
 AE3034.and adjusted by the National Geodetic Survey in June 2012.
 AE3034
 AE3034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3034.been affixed to the stable North American tectonic plate. See 
 AE3034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3034
 AE3034.The horizontal coordinates are valid at the epoch date displayed above
 AE3034.which is a decimal equivalence of Year/Month/Day.
 AE3034
 AE3034.The orthometric height was determined by GPS observations and a
 AE3034.high-resolution geoid model.
 AE3034
 AE3034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3034.GEOID18 height accuracy estimate available here.
 AE3034
 AE3034.Click photographs - Photos may exist for this station.
 AE3034
 AE3034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3034
 AE3034.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3034
 AE3034.The ellipsoidal height was determined by GPS observations
 AE3034.and is referenced to NAD 83.
 AE3034
 AE3034. The following values were computed from the NAD 83(2011) position.
 AE3034
 AE3034;                    North         East     Units Scale Factor Converg.
 AE3034;SPC NE       -   182,470.537   721,914.442   MT  0.99965914   +1 45 38.6
 AE3034;SPC NE       -   598,655.42  2,368,480.97   sFT  0.99965914   +1 45 38.6
 AE3034;UTM  14      - 4,589,607.886   638,406.764   MT  0.99983575   +1 05 48.9
 AE3034
 AE3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3034!SPC NE       -   0.99993509  x   0.99965914  =   0.99959425
 AE3034!UTM  14      -   0.99993509  x   0.99983575  =   0.99977085
 AE3034
 AE3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3840689607(NAD 83)
 AE3034
 AE3034|---------------------------------------------------------------------|
 AE3034| PID    Reference Object                     Distance      Geod. Az  |
 AE3034|                                                           dddmmss.s |
 AE3034| AB4091 COLUMBUS CBL 0                      149.983 METERS 14950     |
 AE3034|---------------------------------------------------------------------|
 AE3034
 AE3034                          SUPERSEDED SURVEY CONTROL
 AE3034
 AE3034  NAD 83(2007)-  41 26 46.04784(N)    097 20 35.14667(W) AD(2002.00) 0
 AE3034  ELLIP H (02/10/07)  413.903  (m)                       GP(2002.00)    
 AE3034  ELLIP H (12/10/01)  413.893  (m)                       GP(       ) 4 1
 AE3034  NAD 83(1995)-  41 26 46.04783(N)    097 20 35.14607(W) AD(       ) 1
 AE3034  ELLIP H (09/22/97)  413.941  (m)                       GP(       ) 4 1
 AE3034
 AE3034.Superseded values are not recommended for survey control.
 AE3034
 AE3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3034.See file dsdata.pdf to determine how the superseded data were derived.
 AE3034
 AE3034_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3034_STAMPING: 150 M 1989
 AE3034_MARK LOGO: NGS
 AE3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3034+STABILITY: SURFACE MOTION
 AE3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3034+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 AE3034
 AE3034  HISTORY     - Date     Condition        Report By
 AE3034  HISTORY     - 1989     MONUMENTED       NGS
 AE3034  HISTORY     - 19970612 GOOD             NGS
 AE3034
 AE3034                          STATION DESCRIPTION
 AE3034
 AE3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AE3034'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AE3034'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AE3034'
 AE3034'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AE3034'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AE3034'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AE3034'
 AE3034'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AE3034'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AE3034'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AE3034'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AE3034'
 AE3034'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AE3034'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AE3034'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AE3034'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AE3034'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AE3034'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AE3034'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AE3034'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AE3034'0-METER POINT ON THE LEFT.
 AE3034'
 AE3034'TO REACH THE OTHER CBL POINTS, TURN LEFT AND GO NORTHWEST ON THE
 AE3034'TAXIWAY, PASSING THE 150 AND 430-METER POINTS, TO THE END OF THE
 AE3034'TAXIWAY. CURVE RIGHT TO THE END OF THE RUNWAY, THEN TURN LEFT AND GO
 AE3034'NORTH AND WEST ON THE CONCRETE, THEN GRAVEL ROAD FOR 0.3 KM (0.2 MI)
 AE3034'TO THE 1100-METER POINT ON THE LEFT, ABOUT 35 METERS BEFORE REACHING
 AE3034'THE END OF THE ROAD.
 AE3034'
 AE3034'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AE3034'STAMPED--150 M 1989--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER
 AE3034'CONCRETE POST FLUSH WITH THE GROUND. IT IS 9.2 M (30.2 FT) SOUTHWEST
 AE3034'OF THE SOUTHWEST EDGE OF THE TAXIWAY.
 AE3034'
 AE3034'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AE3034'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AE3034'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AE3034'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AE3034'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AE3034'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AE3034'
 AE3034'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AE3034'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AE3034'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AE3034'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AE3034'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AE3034'68502. TELEPHONE (402) 479-4379.
 AE3034
 AE3034                          STATION RECOVERY (1997)
 AE3034
 AE3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3034'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4151 ***********************************************************************
 AB4151  SACS        -  This is a Secondary Airport Control Station.
 AB4151  DESIGNATION -  COLUMBUS CBL 430
 AB4151  PID         -  AB4151
 AB4151  STATE/COUNTY-  NE/PLATTE
 AB4151  COUNTRY     -  US
 AB4151  USGS QUAD   -  COLUMBUS (2017)
 AB4151
 AB4151                         *CURRENT SURVEY CONTROL
 AB4151  ______________________________________________________________________
 AB4151* NAD 83(2011) POSITION- 41 26 53.89452(N) 097 20 41.20636(W)   ADJUSTED
 AB4151* NAD 83(2011) ELLIP HT-   414.356 (meters)        (06/27/12)   ADJUSTED
 AB4151* NAD 83(2011) EPOCH   -  2010.00
 AB4151* NAVD 88 ORTHO HEIGHT -   439.69  (meters)     1442.5   (feet) GPS OBS
 AB4151  ______________________________________________________________________
 AB4151  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4151  GEOID HEIGHT    -        -25.347 (meters)                     GEOID96
 AB4151  GEOID HEIGHT    -        -25.364 (meters)                     GEOID18
 AB4151  NAD 83(2011) X  -   -612,108.545 (meters)                     COMP
 AB4151  NAD 83(2011) Y  - -4,748,804.062 (meters)                     COMP
 AB4151  NAD 83(2011) Z  -  4,200,144.684 (meters)                     COMP
 AB4151  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AB4151
 AB4151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4151  Standards:
 AB4151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4151  -------------------------------------------------------------------
 AB4151  NETWORK    0.33   0.74           0.15   0.11   0.38      0.01599281
 AB4151  -------------------------------------------------------------------
 AB4151  Click here for local accuracies and other accuracy information.
 AB4151
 AB4151.This mark is at Columbus Municipal Airport (OLU)
 AB4151
 AB4151.The horizontal coordinates were established by GPS observations
 AB4151.and adjusted by the National Geodetic Survey in June 2012.
 AB4151
 AB4151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4151.been affixed to the stable North American tectonic plate. See 
 AB4151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4151
 AB4151.The horizontal coordinates are valid at the epoch date displayed above
 AB4151.which is a decimal equivalence of Year/Month/Day.
 AB4151
 AB4151.The orthometric height was determined by GPS observations and a
 AB4151.high-resolution geoid model.
 AB4151
 AB4151.GPS derived orthometric heights for airport stations designated as
 AB4151.PACS or SACS are published to 2 decimal places.  This maintains
 AB4151.centimeter relative accuracy between the PACS and SACS.  It does
 AB4151.not indicate centimeter accuracy relative to other marks which are
 AB4151.part of the published vertical control network.
 AB4151
 AB4151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4151.GEOID18 height accuracy estimate available here.
 AB4151
 AB4151.Click photographs - Photos may exist for this station.
 AB4151
 AB4151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4151
 AB4151.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4151
 AB4151.The ellipsoidal height was determined by GPS observations
 AB4151.and is referenced to NAD 83.
 AB4151
 AB4151. The following values were computed from the NAD 83(2011) position.
 AB4151
 AB4151;                    North         East     Units Scale Factor Converg.
 AB4151;SPC NE       -   182,708.095   721,766.449   MT  0.99965910   +1 45 34.6
 AB4151;SPC NE       -   599,434.81  2,367,995.42   sFT  0.99965910   +1 45 34.6
 AB4151;UTM  14      - 4,589,847.185   638,261.508   MT  0.99983526   +1 05 45.0
 AB4151
 AB4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4151!SPC NE       -   0.99993501  x   0.99965910  =   0.99959413
 AB4151!UTM  14      -   0.99993501  x   0.99983526  =   0.99977028
 AB4151
 AB4151:                Primary Azimuth Mark                     Grid Az
 AB4151:SPC NE       -  COLUMBUS CBL 0                           148 04 35.0
 AB4151:UTM  14      -  COLUMBUS CBL 0                           148 44 24.6
 AB4151
 AB4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3826189847(NAD 83)
 AB4151
 AB4151|---------------------------------------------------------------------|
 AB4151| PID    Reference Object                     Distance      Geod. Az  |
 AB4151|                                                           dddmmss.s |
 AB4151| AB4091 COLUMBUS CBL 0                      429.963 METERS 1495009.6 |
 AB4151|---------------------------------------------------------------------|
 AB4151
 AB4151                          SUPERSEDED SURVEY CONTROL
 AB4151
 AB4151  NAD 83(2007)-  41 26 53.89446(N)    097 20 41.20700(W) AD(2002.00) 0
 AB4151  ELLIP H (02/10/07)  414.381  (m)                       GP(2002.00)    
 AB4151  ELLIP H (12/10/01)  414.372  (m)                       GP(       ) 4 1
 AB4151  NAD 83(1995)-  41 26 53.89445(N)    097 20 41.20640(W) AD(       ) 1
 AB4151  ELLIP H (09/22/97)  414.420  (m)                       GP(       ) 4 1
 AB4151
 AB4151.Superseded values are not recommended for survey control.
 AB4151
 AB4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4151.See file dsdata.pdf to determine how the superseded data were derived.
 AB4151
 AB4151_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4151_STAMPING: 430 M 1989
 AB4151_MARK LOGO: NGS
 AB4151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4151+STABILITY: SURFACE MOTION
 AB4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4151+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2012
 AB4151
 AB4151  HISTORY     - Date     Condition        Report By
 AB4151  HISTORY     - 1989     MONUMENTED       NGS
 AB4151  HISTORY     - 19950602 GOOD             NGS
 AB4151  HISTORY     - 19970612 GOOD             NGS
 AB4151  HISTORY     - 20120507 GOOD             ALBECO
 AB4151
 AB4151                          STATION DESCRIPTION
 AB4151
 AB4151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AB4151'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AB4151'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AB4151'
 AB4151'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AB4151'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AB4151'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AB4151'
 AB4151'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AB4151'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AB4151'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AB4151'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AB4151'
 AB4151'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AB4151'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AB4151'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AB4151'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB4151'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AB4151'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AB4151'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AB4151'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AB4151'0-METER POINT ON THE LEFT.
 AB4151'
 AB4151'TO REACH THE OTHER CBL POINTS, TURN LEFT AND GO NORTHWEST ON THE
 AB4151'TAXIWAY, PASSING THE 150 AND 430-METER POINTS, TO THE END OF THE
 AB4151'TAXIWAY. CURVE RIGHT TO THE END OF THE RUNWAY, THEN TURN LEFT AND GO
 AB4151'NORTH AND WEST ON THE CONCRETE, THEN GRAVEL ROAD FOR 0.3 KM (0.2 MI)
 AB4151'TO THE 1100-METER POINT ON THE LEFT, ABOUT 35 METERS BEFORE REACHING
 AB4151'THE END OF THE ROAD.
 AB4151'
 AB4151'THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AB4151'STAMPED--430 M 1989--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER
 AB4151'CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.
 AB4151'IT IS 9.1 M (29.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY,
 AB4151'6.0 M (19.7 FT) SOUTHWEST OF A BLUE TAXI LIGHT NO. 131, AND AT A TURN
 AB4151'OFF TO AND FROM THE MAIN RUNWAY.
 AB4151'
 AB4151'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AB4151'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AB4151'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AB4151'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AB4151'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AB4151'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AB4151'
 AB4151'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AB4151'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AB4151'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AB4151'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AB4151'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AB4151'68502. TELEPHONE (402) 479-4379.
 AB4151
 AB4151                          STATION RECOVERY (1995)
 AB4151
 AB4151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4151'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PLATTE
 AB4151'CENTER, 1.8 MI (2.9 KM) NORTHWEST OF COLUMBUS, ON THE COLUMBUS
 AB4151'MUNICIPAL AIRPORT AND IN LINE WITH THE EXTENDED CENTER OF A CONNECTOR
 AB4151'TAXIWAY AND A ROAD LEADING TO A VOR.  OWNERSHIP--COLUMBUS AIRPORT
 AB4151'AUTHORITY, PO BOX 315, COLUMBUS NE 68601.  AIRPORT MANAGER IS JERRY
 AB4151'SCHULTZ, PHONE (402) 564-7043.  TO REACH THE STATION FROM THE JUNCTION
 AB4151'OF U.S. HIGHWAYS 30 AND 81 IN NORTHWEST COLUMBUS, GO EAST ON U.S.
 AB4151'HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO AN INTERSECTION, TURN LEFT AND GO
 AB4151'NORTH ON 18TH STREET FOR 0.2 MI (0.3 KM) TO A PAVED ROAD RIGHT, TURN
 AB4151'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.25 MI (0.40 KM)
 AB4151'TO A SLIGHT CURVE LEFT AND A PAVED ROAD LEFT, TURN LEFT AND GO NORTH
 AB4151'ON THE PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH
 AB4151'GATE, TURN RIGHT AND GO NORTHEAST ON A TAXIWAY (CROSSING THE APRON)
 AB4151'FOR 0.15 MI (0.24 KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND GO
 AB4151'NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR
 AB4151'TAXIWAY AND A ROAD LEADING TO A VOR ON THE RIGHT AND THE STATION ON
 AB4151'THE LEFT.  THE STATION IS 102.5 FT (31.2 M) SOUTH-SOUTHEAST OF THE
 AB4151'FIRST TAXIWAY LIGHT (130) NORTHWEST OF THE CONNECTOR TAXIWAY, 101.8 FT
 AB4151'(31.0 M) WEST-NORTHWEST OF THE FIRST TAXIWAY LIGHT (132) SOUTHEAST OF
 AB4151'THE CONNECTOR TAXIWAY, 55.0 FT (16.8 M) SOUTHWEST OF THE PARALLEL
 AB4151'TAXIWAY CENTER AND 20.4 FT (6.2 M) SOUTHWEST OF TAXIWAY LIGHT (131).
 AB4151'THIS STATION TO BE USED AS SACS.
 AB4151
 AB4151                          STATION RECOVERY (1997)
 AB4151
 AB4151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4151'RECOVERED AS DESCRIBED.
 AB4151
 AB4151                          STATION RECOVERY (2012)
 AB4151
 AB4151'RECOVERY NOTE BY ALFRED BENESCH & COMPANY 2012 (JPH)
 AB4151'AIRPORT MANAGER - MARK COZAD
 AB4151'402-276-5284
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1906 ***********************************************************************
 MK1906  DESIGNATION -  COLUMBUS KTTT RADIO MAST
 MK1906  PID         -  MK1906
 MK1906  STATE/COUNTY-  NE/PLATTE
 MK1906  COUNTRY     -  US
 MK1906  USGS QUAD   -  DUNCAN (2017)
 MK1906
 MK1906                         *CURRENT SURVEY CONTROL
 MK1906  ______________________________________________________________________
 MK1906* NAD 83(1995) POSITION- 41 27 15.00818(N) 097 24 19.64806(W)   ADJUSTED
 MK1906  ______________________________________________________________________
 MK1906  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 MK1906  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 MK1906  HORZ ORDER      -  THIRD
 MK1906
 MK1906.The horizontal coordinates were established by classical geodetic methods
 MK1906.and adjusted by the National Geodetic Survey in August 1997.
 MK1906
 MK1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1906.GEOID18 height accuracy estimate available here.
 MK1906
 MK1906.Click photographs - Photos may exist for this station.
 MK1906
 MK1906.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1906
 MK1906. The following values were computed from the NAD 83(1995) position.
 MK1906
 MK1906;                    North         East     Units Scale Factor Converg.
 MK1906;SPC NE       -   183,205.090   716,680.548   MT  0.99965900   +1 43 09.8
 MK1906;SPC NE       -   601,065.37  2,351,309.43   sFT  0.99965900   +1 43 09.8
 MK1906;UTM  14      - 4,590,403.151   633,180.853   MT  0.99981828   +1 03 20.8
 MK1906
 MK1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3318090403(NAD 83)
 MK1906
 MK1906                          SUPERSEDED SURVEY CONTROL
 MK1906
 MK1906  NAD 83(1986)-  41 27 15.00900(N)    097 24 19.67154(W) AD(       ) 3
 MK1906  NAD 27      -  41 27 15.28200(N)    097 24 17.76464(W) AD(       ) 3
 MK1906
 MK1906.Superseded values are not recommended for survey control.
 MK1906
 MK1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1906.See file dsdata.pdf to determine how the superseded data were derived.
 MK1906
 MK1906_MARKER: 42 = RADIO/TV MAST
 MK1906
 MK1906  HISTORY     - Date     Condition        Report By
 MK1906  HISTORY     - 1968     FIRST OBSERVED   CGS
 MK1906
 MK1906                          STATION DESCRIPTION
 MK1906
 MK1906'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1232 ***********************************************************************
 MK1232  DESIGNATION -  COLUMBUS MAGNETIC STA
 MK1232  PID         -  MK1232
 MK1232  STATE/COUNTY-  NE/PLATTE
 MK1232  COUNTRY     -  US
 MK1232  USGS QUAD   -  COLUMBUS (2017)
 MK1232
 MK1232                         *CURRENT SURVEY CONTROL
 MK1232  ______________________________________________________________________
 MK1232* NAD 83(1995) POSITION- 41 25 38.98876(N) 097 20 24.25772(W)   ADJUSTED
 MK1232* NAVD 88 ORTHO HEIGHT -   438.667 (meters)     1439.19  (feet) ADJUSTED
 MK1232  ______________________________________________________________________
 MK1232  GEOID HEIGHT    -        -25.401 (meters)                     GEOID18
 MK1232  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 MK1232  DYNAMIC HEIGHT  -        438.475 (meters)     1438.56  (feet) COMP
 MK1232  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 MK1232
 MK1232  HORZ ORDER      -  SECOND
 MK1232  VERT ORDER      -  FIRST     CLASS II
 MK1232
 MK1232.The horizontal coordinates were established by classical geodetic methods
 MK1232.and adjusted by the National Geodetic Survey in August 1997.
 MK1232
 MK1232.The orthometric height was determined by differential leveling and
 MK1232.adjusted by the NATIONAL GEODETIC SURVEY
 MK1232.in June 1991.
 MK1232
 MK1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1232.GEOID18 height accuracy estimate available here.
 MK1232
 MK1232.Click photographs - Photos may exist for this station.
 MK1232
 MK1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1232
 MK1232.The dynamic height is computed by dividing the NAVD 88
 MK1232.geopotential number by the normal gravity value computed on the
 MK1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1232.degrees latitude (g = 980.6199 gals.).
 MK1232
 MK1232.The modeled gravity was interpolated from observed gravity values.
 MK1232
 MK1232. The following values were computed from the NAD 83(1995) position.
 MK1232
 MK1232;                    North         East     Units Scale Factor Converg.
 MK1232;SPC NE       -   180,411.170   722,230.598   MT  0.99965953   +1 45 45.8
 MK1232;SPC NE       -   591,898.98  2,369,518.22   sFT  0.99965953   +1 45 45.8
 MK1232;UTM  14      - 4,587,544.628   638,699.085   MT  0.99983675   +1 05 54.6
 MK1232
 MK1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1232!SPC NE       -   0.99993518  x   0.99965953  =   0.99959473
 MK1232!UTM  14      -   0.99993518  x   0.99983675  =   0.99977194
 MK1232
 MK1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3869987544(NAD 83)
 MK1232
 MK1232                          SUPERSEDED SURVEY CONTROL
 MK1232
 MK1232  NAD 83(1986)-  41 25 38.99648(N)    097 20 24.26107(W) AD(       ) 2
 MK1232  NAD 27      -  41 25 38.95200(N)    097 20 23.11600(W) AD(       ) 2
 MK1232  NGVD 29 (??/??/92)  438.474  (m)         1438.56   (f) ADJ UNCH    1 2
 MK1232  NGVD 29             438.47   (m)         1438.5    (f) LEVELING    3  
 MK1232
 MK1232.Superseded values are not recommended for survey control.
 MK1232
 MK1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1232.See file dsdata.pdf to determine how the superseded data were derived.
 MK1232
 MK1232_MARKER: H = DRILL HOLE
 MK1232_SP_SET: STONE MONUMENT
 MK1232_STAMPING: U S C AND G S 1909
 MK1232_MARK LOGO: CGS
 MK1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1232+STABILITY: SURFACE MOTION
 MK1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1232+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 MK1232
 MK1232  HISTORY     - Date     Condition        Report By
 MK1232  HISTORY     - 1909     MONUMENTED       CGS
 MK1232  HISTORY     - 1935     GOOD             CGS
 MK1232  HISTORY     - 1940     GOOD             CGS
 MK1232  HISTORY     - 1950     GOOD             CGS
 MK1232  HISTORY     - 19971130 GOOD             LOCSUR
 MK1232  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 MK1232  HISTORY     - 20050724 GOOD             INDIV
 MK1232
 MK1232                          STATION DESCRIPTION
 MK1232
 MK1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1232'STATION IS LOCATED IN THE COLUMBUS CEMETERY, ABOUT 1 MILE
 MK1232'EAST AND 0.25 MILE SOUTH OF THE CENTER OF TOWN, 218.5 FEET
 MK1232'WEST OF THE NORTHWEST-SOUTHEAST WIRE FENCE, 165.0 FEET
 MK1232'SOUTHWEST OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD
 MK1232'TRACK, 38.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK1232'OPPLIGER MONUMENT, 6.9 FEET SOUTHEAST FROM THE SOUTHWEST
 MK1232'CORNER OF THE EARNEST HARMS (FLAT-TOPPED) MONUMENT, 4.2 FEET
 MK1232'SOUTHWEST OF THE SOUTHEAST CORNER AND 3.0 FEET SOUTH OF THE
 MK1232'CURB EAST OF THE ABOVE MONUMENT.  THE STATION IS MARKED BY A
 MK1232'DRILL HOLE IN THE CENTER OF A 6- BY 6-INCH LIMESTONE POST,
 MK1232'COVERED BY 1 OR 2 INCHES OF SOD, AND LETTERED U S C AND G S
 MK1232'1909.  RECOVERED IN EXCELLENT CONDITION.  A TIE WAS MADE
 MK1232'FROM TRIANGULATION STATION RAIL, WHICH IS 170.447
 MK1232'METERS (559.19 FEET) NORTHWEST, AT THE NORTHWEST CORNER OF THE
 MK1232'CEMETERY.  DISTANCE MEASURED WITH A 30-METER (100-FOOT) TAPE
 MK1232'SUPPORTED AT THREE PLACES.
 MK1232'
 MK1232'REACHED FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 MK1232'IN COLUMBUS BY GOING EAST ON EAST FOURTEENTH STREET FOR 14
 MK1232'BLOCKS (0.9 MILE), TURN RIGHT (SOUTH) ACROSS TRACKS AND TO
 MK1232'STATION, ABOUT 575 FEET SOUTHEAST.
 MK1232
 MK1232                          STATION RECOVERY (1940)
 MK1232
 MK1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 MK1232'STATION IS LOCATED IN THE COLUMBUS CEMETERY, ABOUT 1.0 MILES
 MK1232'EAST AND 0.25 MILE SOUTH OF THE CENTER OF COLUMBUS.
 MK1232'
 MK1232'TO REACH FROM THE POST OFFICE, PROCEED EAST ON FOURTEENTH
 MK1232'STREET, TURN RIGHT (SOUTH) ONTO TWELFTH AVENUE, GO ACROSS
 MK1232'UNION PACIFIC AND CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1232'TRACKS TO CEMETERY AND STATION.
 MK1232'
 MK1232'STATION IS ON NORTH SIDE OF CEMETERY, 490 FEET EAST OF
 MK1232'CENTERLINE OF TWELFTH AVENUE, 160 FEET SOUTHWEST OF CENTERLINE OF
 MK1232'CHICAGO AND BURLINGTON AND QUINCY RAILROAD, 129 FEET NORTH OF
 MK1232'CENTERLINE OF NORTH CURB OF NORTH DRIVE THROUGH CEMETERY, 12.4
 MK1232'FEET NORTHWEST OF THE JOHN BOOTH MONUMENT, 10.6 FEET SOUTHEAST
 MK1232'OF THE JORDAN ANDREEFT MONUMENT, IN THE NORTH-SOUTH LINE
 MK1232'OF LOT MARKERS, A 6- BY 6-INCH CUT STONE MONUMENT SET 0.2
 MK1232'FOOT BELOW SURFACE OF GROUND WITH DRILL HOLE IN CENTER.
 MK1232'MONUMENT LETTERED, U S C AND G S 1909.
 MK1232'
 MK1232'A TIE EXISTS BETEWEEN THIS STATION AND STATION RAIL.
 MK1232'
 MK1232'NO WOODEN POST SET, LOCATION PROHIBITS IT.
 MK1232
 MK1232                          STATION RECOVERY (1950)
 MK1232
 MK1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1232'0.9 MI E FROM COLUMBUS.
 MK1232'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1232'AT COLUMBUS, AT THE COLUMBUS CEMETERY, 559.2 FEET SOUTHEAST OF
 MK1232'TRIANGULATION STATION RAIL 1935, 490 FEET EAST OF THE CENTER
 MK1232'LINE OF 12TH AVENUE, 160 FEET SOUTHWEST OF THE CENTER LINE OF
 MK1232'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 129 FEET NORTH OF
 MK1232'THE NORTH CURB OF THE NORTH DRIVEWAY THROUGH THE CEMETERY, 6.9
 MK1232'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE EARNEST HARMS
 MK1232'MONUMENT, 0.2 FOOT BELOW THE TOP OF THE GROUND, A SQUARE HOLE IN
 MK1232'THE TOP OF A STONE POST ON WHICH IS CUT USC AND GS 1909.
 MK1232
 MK1232                          STATION RECOVERY (1997)
 MK1232
 MK1232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 MK1232'STATION IS LOCATED IN THE COLUMBUS CEMETERY WHICH IS SITUATED IN THE
 MK1232'SOUTHEASTERN PART OF THE CITY.  THE MAIN ENTRANCE TO THE CEMETERY
 MK1232'BEING AT THE INTERSECTION OF 11TH STREET AND 12TH AVENUE.  STATION IS
 MK1232'7.5 FEET (2.3 M) EAST-SOUTHEAST FROM THE EAST FACE OF AN 18 INCH
 MK1232'DIAMETER HACKBERRY TREE, 2 FEET (0.6 M) SOUTH FROM A ROW OF HACKBERRY
 MK1232'TREES IN AN EAST-WEST LINE, 3 FEET (0.9 M) NORTH OF A ROW OF HAND
 MK1232'OPERATED WASTER HYDRANTS IN AN EAST-WEST LINE, 129 FEET (39.3 M) NORTH
 MK1232'OF THE NORTH CURB OF AN EAST-WEST LINE, 129 FEET (39.3 M) NORTH OF THE
 MK1232'NORTH CURB OF AN EAST-WEST CEMETERY DRIVE, 10.3 FEET (3.1 M) SOUTHEAST
 MK1232'OF THE BOTTOM OF THE SOUTHEAST CORNER OF THE JORDAN ANDREEFF TOMBSTONE
 MK1232'WHICH IS GRAY IN COLOR, 12.0 FEET (3.7 M) NORTHWEST OF THE BOTTOM OF
 MK1232'THE NORTHWEST CORNER OF THE JOHN BOOTH TOMBSTONE WHICH IS GRAY IN
 MK1232'COLOR, 1.8 FEET (0.5 M) SOUTHWEST OF THE BOTTOM OF THE SOUTHWEST
 MK1232'CORNER OF THE EVELYN MARX TOMBSTONE WHICH IS MADE OF CONCRETE, 109.5
 MK1232'FEET (33.4 M) SOUTHWEST AND PERPENDICULASR FROM A WOVEN WIRE FENCE
 MK1232'RUNNING SOUTHEAST-NORTHWEST (FORMER CB AND Q RAILROAD ROW FENCE) , 98
 MK1232'FEET (29.9 M) SOUTHWEST AND PERPENDICULAR FROM THE SOUTHERLY EDGE OF A
 MK1232'DRIVE RUNNING PARALLEL TO THE WOVEN WIRE FENCE.  STATION IS 0.2 FEET
 MK1232'(6.1 CM) BELOW THE GRASS SURFACE AND IS A LIMESTONE 6 INCHES SQUARE
 MK1232'WITH A DRILL HOLE IN THE CENTER SURROUNDED BY THE LETTERS USCGS 1909.
 MK1232'THE LAST 9 OF THE YEAR IS CHIPPED OFF. TO REACH FROM THE MAIN ENTRANCE
 MK1232'AT 11TH STREET AND 12TH AVENUE, GO EAST INTO THE CEMETERY AND FOLLOW
 MK1232'THE NORTHERLY EAST-WEST DRIVE FOR APPROXIMATELY 490 FEET (149.4 M)
 MK1232'FROM THE CENTERLINE OF 12TH AVENUE, THEN FROM THE NORTH CURB OF THE
 MK1232'DRIVE GO NORTH 129 FEET (39.3 M) TO THE STATION.
 MK1232
 MK1232                          STATION RECOVERY (2004)
 MK1232
 MK1232'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1232'STATION NOT FOUND. VICINITY LOCATED. MARK SEARCHED FOR AT LENGTH.
 MK1232'COULD NOT DETERMINE SPECIFIC SITE OF MARK.
 MK1232
 MK1232                          STATION RECOVERY (2005)
 MK1232
 MK1232'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 MK1232'MONUMENT WAS FOUND EXACTLY AS DESCRIBED IN THE 1997 RECOVERY REPORT.
 MK1232'LOCATION TIES ARE MORE THAN ADEQUATE TO FIND THIS MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1898 ***********************************************************************
 MK1898  DESIGNATION -  COLUMBUS MUNICIPAL TANK
 MK1898  PID         -  MK1898
 MK1898  STATE/COUNTY-  NE/PLATTE
 MK1898  COUNTRY     -  US
 MK1898  USGS QUAD   -  COLUMBUS (2017)
 MK1898
 MK1898                         *CURRENT SURVEY CONTROL
 MK1898  ______________________________________________________________________
 MK1898* NAD 83(1995) POSITION- 41 25 37.20791(N) 097 21 41.52453(W)   ADJUSTED
 MK1898  ______________________________________________________________________
 MK1898  GEOID HEIGHT    -        -25.382 (meters)                     GEOID18
 MK1898  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 MK1898  HORZ ORDER      -  THIRD
 MK1898
 MK1898.The horizontal coordinates were established by classical geodetic methods
 MK1898.and adjusted by the National Geodetic Survey in August 1997.
 MK1898
 MK1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1898.GEOID18 height accuracy estimate available here.
 MK1898
 MK1898.Click photographs - Photos may exist for this station.
 MK1898
 MK1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1898
 MK1898. The following values were computed from the NAD 83(1995) position.
 MK1898
 MK1898;                    North         East     Units Scale Factor Converg.
 MK1898;SPC NE       -   180,301.329   720,439.651   MT  0.99965954   +1 44 54.6
 MK1898;SPC NE       -   591,538.61  2,363,642.42   sFT  0.99965954   +1 44 54.6
 MK1898;UTM  14      - 4,587,455.540   636,906.672   MT  0.99983067   +1 05 03.4
 MK1898
 MK1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3690687455(NAD 83)
 MK1898
 MK1898                          SUPERSEDED SURVEY CONTROL
 MK1898
 MK1898  NAD 83(1986)-  41 25 37.21512(N)    097 21 41.52856(W) AD(       ) 3
 MK1898  NAD 27      -  41 25 37.19200(N)    097 21 40.37700(W) AD(       ) 3
 MK1898
 MK1898.Superseded values are not recommended for survey control.
 MK1898
 MK1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1898.See file dsdata.pdf to determine how the superseded data were derived.
 MK1898
 MK1898_MARKER: 53 = ELEVATED TANK
 MK1898
 MK1898  HISTORY     - Date     Condition        Report By
 MK1898  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1898  HISTORY     - 1935     GOOD             CGS
 MK1898  HISTORY     - 1935     GOOD             NEGS
 MK1898  HISTORY     - 1969     GOOD             CGS
 MK1898  HISTORY     - 1972     GOOD             NGS
 MK1898  HISTORY     - 1976     GOOD             NGS
 MK1898  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 MK1898
 MK1898                          STATION DESCRIPTION
 MK1898
 MK1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1898'POINT OBSERVED UPON IS THE FINIAL ATOP THE 125-FOOT BLACK STEEL
 MK1898'MUNICIPAL WATER TANK LOCATED ABOUT 200 FEET NORTH OF TENTH STREET
 MK1898'BETWEEN TWENTY-SEVENTH AND TWENTY-EIGHTH AVENUES, IN THE SOUTH
 MK1898'CENTRAL PART OF COLUMBUS.  THIS POINT MAY HAVE BEEN LOCATED IN
 MK1898'1930 BY H.W. HEMPLE.
 MK1898'
 MK1898'OBSERVED UPON FROM STATIONS LINWOOD, CURTIS, COLUMBUS, RAIL, AND
 MK1898'MONROE.
 MK1898
 MK1898                          STATION RECOVERY (1935)
 MK1898
 MK1898'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1898'THIS SECONDARY POINT IS THE SAME AS IT WAS IN 1930.
 MK1898
 MK1898                          STATION RECOVERY (1969)
 MK1898
 MK1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1898'STATION RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 MK1898'
 MK1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLUMBUS
 MK1898
 MK1898                          STATION RECOVERY (1972)
 MK1898
 MK1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 MK1898'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION EXCEPT THAT
 MK1898'THE TANK IS NOW PAINTED SILVER.
 MK1898'
 MK1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS
 MK1898
 MK1898                          STATION RECOVERY (1976)
 MK1898
 MK1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MK1898'RECOVERED AS DESCRIBED BY E. PURSEL, JR. IN 1972.
 MK1898'
 MK1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS.
 MK1898
 MK1898                          STATION RECOVERY (2004)
 MK1898
 MK1898'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1898'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. SITE IS NORTH
 MK1898'OF 10TH STREET, EAST OF 28TH STREET, AND IN THE WESTERN HALF OF THE
 MK1898'BLOCK.  ACCORDING TO CITY OF COLUMBUS EMPLOYEE MIKE OGLEVIE, THE TANK
 MK1898'WAS TORN DOWN IN 2003 AND A NEW WATER TANK BUILT ELSEWHERE.  A NEW
 MK1898'BLUE BUILDING NOW OCCUPIES THE SITE OF THE TANK. THIS STATION SHOULD
 MK1898'BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1896 ***********************************************************************
 MK1896  DESIGNATION -  COLUMBUS NW PWR LT CO SMOKESTK
 MK1896  PID         -  MK1896
 MK1896  STATE/COUNTY-  NE/PLATTE
 MK1896  COUNTRY     -  US
 MK1896  USGS QUAD   -  COLUMBUS (2017)
 MK1896
 MK1896                         *CURRENT SURVEY CONTROL
 MK1896  ______________________________________________________________________
 MK1896* NAD 83(1995) POSITION- 41 25 37.22185(N) 097 21 40.77937(W)   ADJUSTED
 MK1896  ______________________________________________________________________
 MK1896  GEOID HEIGHT    -        -25.382 (meters)                     GEOID18
 MK1896  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 MK1896  HORZ ORDER      -  THIRD
 MK1896
 MK1896.The horizontal coordinates were established by classical geodetic methods
 MK1896.and adjusted by the National Geodetic Survey in August 1997.
 MK1896
 MK1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1896.GEOID18 height accuracy estimate available here.
 MK1896
 MK1896.Click photographs - Photos may exist for this station.
 MK1896
 MK1896.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1896
 MK1896. The following values were computed from the NAD 83(1995) position.
 MK1896
 MK1896;                    North         East     Units Scale Factor Converg.
 MK1896;SPC NE       -   180,302.286   720,456.926   MT  0.99965954   +1 44 55.1
 MK1896;SPC NE       -   591,541.75  2,363,699.10   sFT  0.99965954   +1 44 55.1
 MK1896;UTM  14      - 4,587,456.297   636,923.960   MT  0.99983073   +1 05 03.9
 MK1896
 MK1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3692387456(NAD 83)
 MK1896
 MK1896                          SUPERSEDED SURVEY CONTROL
 MK1896
 MK1896  NAD 83(1986)-  41 25 37.23307(N)    097 21 40.78266(W) AD(       ) 3
 MK1896  NAD 27      -  41 25 37.18800(N)    097 21 39.63300(W) AD(       ) 3
 MK1896
 MK1896.Superseded values are not recommended for survey control.
 MK1896
 MK1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1896.See file dsdata.pdf to determine how the superseded data were derived.
 MK1896
 MK1896_MARKER: 63 = STACK
 MK1896
 MK1896  HISTORY     - Date     Condition        Report By
 MK1896  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1896  HISTORY     - 1935     GOOD             NEGS
 MK1896  HISTORY     - 20040809 GOOD             USPSQD
 MK1896
 MK1896                          STATION DESCRIPTION
 MK1896
 MK1896'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1935
 MK1896'THIS POINT IS THE SAME AS IN 1930 AND IS STILL USABLE AS AN
 MK1896'AZIMUTH MARK.
 MK1896
 MK1896                          STATION RECOVERY (2004)
 MK1896
 MK1896'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1896'STATION FOUND GOOD. THE SMOKE STACK THAT WAS OWNED BY THE CITY OF
 MK1896'COLUMBUS, STILL REMAINS, BUT IT IS NOW OWNED BY ELLER HEATING AND AIR
 MK1896'CONDITIONING, INC. AT 2703 - 11TH STREET IN COLUMBUS. THE CONCRETE
 MK1896'STACK IS SOUTH OF 11TH STREET, EAST OF 28TH AVENUE, AND IS 75 FEET
 MK1896'TALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1894 ***********************************************************************
 MK1894  DESIGNATION -  COLUMBUS ST ANTHONY CATH CH
 MK1894  PID         -  MK1894
 MK1894  STATE/COUNTY-  NE/PLATTE
 MK1894  COUNTRY     -  US
 MK1894  USGS QUAD   -  COLUMBUS (2017)
 MK1894
 MK1894                         *CURRENT SURVEY CONTROL
 MK1894  ______________________________________________________________________
 MK1894* NAD 83(1995) POSITION- 41 25 18.53736(N) 097 20 55.17951(W)   ADJUSTED
 MK1894  ______________________________________________________________________
 MK1894  GEOID HEIGHT    -        -25.402 (meters)                     GEOID18
 MK1894  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 MK1894  HORZ ORDER      -  THIRD
 MK1894
 MK1894.The horizontal coordinates were established by classical geodetic methods
 MK1894.and adjusted by the National Geodetic Survey in August 1997.
 MK1894
 MK1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1894.GEOID18 height accuracy estimate available here.
 MK1894
 MK1894.Click photographs - Photos may exist for this station.
 MK1894
 MK1894.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1894
 MK1894. The following values were computed from the NAD 83(1995) position.
 MK1894
 MK1894;                    North         East     Units Scale Factor Converg.
 MK1894;SPC NE       -   179,758.701   721,532.540   MT  0.99965967   +1 45 25.3
 MK1894;SPC NE       -   589,758.34  2,367,228.01   sFT  0.99965967   +1 45 25.3
 MK1894;UTM  14      - 4,586,900.183   637,993.385   MT  0.99983435   +1 05 33.7
 MK1894
 MK1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3799386900(NAD 83)
 MK1894
 MK1894                          SUPERSEDED SURVEY CONTROL
 MK1894
 MK1894  NAD 83(1986)-  41 25 18.54496(N)    097 20 55.18257(W) AD(       ) 3
 MK1894  NAD 27      -  41 25 18.49900(N)    097 20 54.03800(W) AD(       ) 3
 MK1894
 MK1894.Superseded values are not recommended for survey control.
 MK1894
 MK1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1894.See file dsdata.pdf to determine how the superseded data were derived.
 MK1894
 MK1894_MARKER: 91 = CHURCH CROSS
 MK1894
 MK1894  HISTORY     - Date     Condition        Report By
 MK1894  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1894  HISTORY     - 1976     GOOD             NGS
 MK1894  HISTORY     - 20040809 GOOD             USPSQD
 MK1894
 MK1894                          STATION DESCRIPTION
 MK1894
 MK1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1894'POINT OBSERVED UPON IS THE TIP OF THE CROSS ATOP THE 100-FOOT
 MK1894'SPIRE OF THE ST. ANTHONY CATHOLIC CHURCH AT THE CORNER OF SIXTH
 MK1894'STREET AND SEVENTEENTH AVENUE, IN THE SOUTHEAST PART OF COLUMBUS.
 MK1894'THE CHURCH IS A RED BRICK BUILDING.
 MK1894'
 MK1894'OBSERVED UPON FROM STATIONS RAIL, COLUMBUS, MONROE, AND CURTIS.
 MK1894
 MK1894                          STATION RECOVERY (1976)
 MK1894
 MK1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MK1894'RECOVERED AS DESCRIBED.
 MK1894'
 MK1894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS.
 MK1894
 MK1894                          STATION RECOVERY (2004)
 MK1894
 MK1894'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1899 ***********************************************************************
 MK1899  DESIGNATION -  COLUMBUS ST BONAVENTURE CH
 MK1899  PID         -  MK1899
 MK1899  STATE/COUNTY-  NE/PLATTE
 MK1899  COUNTRY     -  US
 MK1899  USGS QUAD   -  COLUMBUS (2017)
 MK1899
 MK1899                         *CURRENT SURVEY CONTROL
 MK1899  ______________________________________________________________________
 MK1899* NAD 83(1995) POSITION- 41 25 54.27730(N) 097 20 54.95580(W)   ADJUSTED
 MK1899  ______________________________________________________________________
 MK1899  GEOID HEIGHT    -        -25.386 (meters)                     GEOID18
 MK1899  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 MK1899  HORZ ORDER      -  THIRD
 MK1899
 MK1899.The horizontal coordinates were established by classical geodetic methods
 MK1899.and adjusted by the National Geodetic Survey in August 1997.
 MK1899
 MK1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1899.GEOID18 height accuracy estimate available here.
 MK1899
 MK1899.Click photographs - Photos may exist for this station.
 MK1899
 MK1899.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1899
 MK1899. The following values were computed from the NAD 83(1995) position.
 MK1899
 MK1899;                    North         East     Units Scale Factor Converg.
 MK1899;SPC NE       -   180,860.566   721,503.934   MT  0.99965943   +1 45 25.5
 MK1899;SPC NE       -   593,373.37  2,367,134.16   sFT  0.99965943   +1 45 25.5
 MK1899;UTM  14      - 4,588,002.497   637,977.552   MT  0.99983429   +1 05 34.6
 MK1899
 MK1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3797788002(NAD 83)
 MK1899
 MK1899                          SUPERSEDED SURVEY CONTROL
 MK1899
 MK1899  NAD 83(1986)-  41 25 54.28501(N)    097 20 54.95929(W) AD(       ) 3
 MK1899  NAD 27      -  41 25 54.24100(N)    097 20 53.81500(W) AD(       ) 3
 MK1899
 MK1899.Superseded values are not recommended for survey control.
 MK1899
 MK1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1899.See file dsdata.pdf to determine how the superseded data were derived.
 MK1899
 MK1899_MARKER: 91 = CHURCH CROSS
 MK1899
 MK1899  HISTORY     - Date     Condition        Report By
 MK1899  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1899  HISTORY     - 1935     GOOD             CGS
 MK1899  HISTORY     - 1969     GOOD             CGS
 MK1899  HISTORY     - 1976     GOOD             NGS
 MK1899  HISTORY     - 20040809 GOOD             USPSQD
 MK1899
 MK1899                          STATION DESCRIPTION
 MK1899
 MK1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1899'POINT OBSERVED UPON IS THE TIP OF THE CROSS ATOP THE 110-FOOT
 MK1899'SPIRE OF THE ST. BONAVENTURE CATHOLIC CHURCH, LOCATED ON
 MK1899'EIGHTEENTH AVENUE BETWEEN EIGHTEENTH AND NINETEENTH STREETS, IN
 MK1899'THE NORTHEAST PART OF COLUMBUS.  THE CHURCH IS A RED BRICK
 MK1899'BUILDING.
 MK1899'
 MK1899'OBSERVED UPON FROM STATIONS RAIL, COLUMBUS, MONROE, AND CURTIS.
 MK1899
 MK1899                          STATION RECOVERY (1969)
 MK1899
 MK1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1899'POINT OBSERVED IS THE TIP OF THE CROSS ATOP THE 110-FOOT SPIRE
 MK1899'OF THE ST. BONAVENTURE CATHOLIC CHURCH, LOCATED ON EIGHTEENTH
 MK1899'AVENUE BETWEEN FIFTEENTH AND SIXTEENTH STREETS IN THE NORTHEAST
 MK1899'PART OF COLUMBUS.  THE CHURCH IS A RED BRICK BUILDING.
 MK1899'
 MK1899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLUMBUS
 MK1899
 MK1899                          STATION RECOVERY (1976)
 MK1899
 MK1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MK1899'RECOVERED AS DESCRIBED.
 MK1899'
 MK1899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS.
 MK1899
 MK1899                          STATION RECOVERY (2004)
 MK1899
 MK1899'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0605 ***********************************************************************
 NM0605  DESIGNATION -  CONCORD
 NM0605  PID         -  NM0605
 NM0605  STATE/COUNTY-  NE/DIXON
 NM0605  COUNTRY     -  US
 NM0605  USGS QUAD   -  CONCORD (2017)
 NM0605
 NM0605                         *CURRENT SURVEY CONTROL
 NM0605  ______________________________________________________________________
 NM0605* NAD 83(1986) POSITION- 42 22 51.     (N) 096 59 16.     (W)   SCALED
 NM0605* NAVD 88 ORTHO HEIGHT -   437.122 (meters)     1434.12  (feet) ADJUSTED
 NM0605  ______________________________________________________________________
 NM0605  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 NM0605  DYNAMIC HEIGHT  -        436.979 (meters)     1433.66  (feet) COMP
 NM0605  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 NM0605
 NM0605  VERT ORDER      -  SECOND    CLASS 0
 NM0605
 NM0605.The horizontal coordinates were scaled from a map and have
 NM0605.an estimated accuracy of +/- 6 seconds.
 NM0605
 NM0605.The orthometric height was determined by differential leveling and
 NM0605.adjusted by the NATIONAL GEODETIC SURVEY
 NM0605.in June 1991.
 NM0605
 NM0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0605.GEOID18 height accuracy estimate available here.
 NM0605
 NM0605.Click photographs - Photos may exist for this station.
 NM0605
 NM0605.The dynamic height is computed by dividing the NAVD 88
 NM0605.geopotential number by the normal gravity value computed on the
 NM0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0605.degrees latitude (g = 980.6199 gals.).
 NM0605
 NM0605.The modeled gravity was interpolated from observed gravity values.
 NM0605
 NM0605;                    North         East    Units  Estimated Accuracy
 NM0605;SPC NE       -   287,170.      747,970.      MT  (+/- 180 meters Scaled)
 NM0605
 NM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM656940(NAD 83)
 NM0605
 NM0605                          SUPERSEDED SURVEY CONTROL
 NM0605
 NM0605  NGVD 29 (??/??/92)  436.940  (m)         1433.53   (f) ADJ UNCH    2 0
 NM0605
 NM0605.Superseded values are not recommended for survey control.
 NM0605
 NM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0605.See file dsdata.pdf to determine how the superseded data were derived.
 NM0605
 NM0605_MARKER: DB = BENCH MARK DISK
 NM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0605_STAMPING: CONCORD 1934
 NM0605_MARK LOGO: CGS
 NM0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0605+STABILITY: SURFACE MOTION
 NM0605
 NM0605  HISTORY     - Date     Condition        Report By
 NM0605  HISTORY     - 1934     MONUMENTED       CGS
 NM0605
 NM0605                          STATION DESCRIPTION
 NM0605
 NM0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0605'AT CONCORD.
 NM0605'CONCORD-1934 IS LOCATED AT CONCORD, 104 YARDS SOUTHEAST OF
 NM0605'SOUTHEAST END OF C.ST.P.M. AND O.RWY. STATION, 106.3 FEET
 NM0605'SOUTHWEST OF SOUTHWEST RAIL OF NORTHEAST SIDE TRACK, 44.2
 NM0605'FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 1.7 FEET
 NM0605'NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM0605'POST 3 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0488 ***********************************************************************
 NP0488  CBN         -  This is a Cooperative Base Network Control Station.
 NP0488  DESIGNATION -  CONKLIN
 NP0488  PID         -  NP0488
 NP0488  STATE/COUNTY-  NE/SIOUX
 NP0488  COUNTRY     -  US
 NP0488  USGS QUAD   -  MONTROSE (2017)
 NP0488
 NP0488                         *CURRENT SURVEY CONTROL
 NP0488  ______________________________________________________________________
 NP0488* NAD 83(2011) POSITION- 42 59 15.07977(N) 103 39 34.03038(W)   ADJUSTED
 NP0488* NAD 83(2011) ELLIP HT-  1110.768 (meters)        (06/27/12)   ADJUSTED
 NP0488* NAD 83(2011) EPOCH   -  2010.00
 NP0488* NAVD 88 ORTHO HEIGHT -  1126.753 (meters)     3696.69  (feet) ADJUSTED
 NP0488  ______________________________________________________________________
 NP0488  GEOID HEIGHT    -        -16.081 (meters)                     GEOID18
 NP0488  NAD 83(2011) X  - -1,103,699.404 (meters)                     COMP
 NP0488  NAD 83(2011) Y  - -4,541,522.122 (meters)                     COMP
 NP0488  NAD 83(2011) Z  -  4,327,245.222 (meters)                     COMP
 NP0488  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC18
 NP0488  DYNAMIC HEIGHT  -       1126.230 (meters)     3694.97  (feet) COMP
 NP0488  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 NP0488
 NP0488  VERT ORDER      -  FIRST     CLASS II
 NP0488
 NP0488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0488  Standards:
 NP0488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0488  -------------------------------------------------------------------
 NP0488  NETWORK    0.41   1.04           0.19   0.13   0.53     -0.03932888
 NP0488  -------------------------------------------------------------------
 NP0488  Click here for local accuracies and other accuracy information.
 NP0488
 NP0488.The horizontal coordinates were established by GPS observations
 NP0488.and adjusted by the National Geodetic Survey in June 2012.
 NP0488
 NP0488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0488.been affixed to the stable North American tectonic plate. See 
 NP0488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0488
 NP0488.The horizontal coordinates are valid at the epoch date displayed above
 NP0488.which is a decimal equivalence of Year/Month/Day.
 NP0488
 NP0488.The orthometric height was determined by differential leveling and
 NP0488.adjusted by the NATIONAL GEODETIC SURVEY
 NP0488.in June 1991.
 NP0488
 NP0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0488.GEOID18 height accuracy estimate available here.
 NP0488
 NP0488.Click photographs - Photos may exist for this station.
 NP0488
 NP0488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0488
 NP0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0488
 NP0488.The ellipsoidal height was determined by GPS observations
 NP0488.and is referenced to NAD 83.
 NP0488
 NP0488.The dynamic height is computed by dividing the NAVD 88
 NP0488.geopotential number by the normal gravity value computed on the
 NP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0488.degrees latitude (g = 980.6199 gals.).
 NP0488
 NP0488.The modeled gravity was interpolated from observed gravity values.
 NP0488
 NP0488. The following values were computed from the NAD 83(2011) position.
 NP0488
 NP0488;                    North         East     Units Scale Factor Converg.
 NP0488;SPC NE       -   356,550.306   201,635.104   MT  0.99999430   -2 25 30.4
 NP0488;SPC NE       - 1,169,782.13    661,531.17   sFT  0.99999430   -2 25 30.4
 NP0488;SPC SD S     -    78,105.871   328,811.555   MT  0.99996706   -2 17 40.3
 NP0488;SPC SD S     -   256,252.35  1,078,775.91   sFT  0.99996706   -2 17 40.3
 NP0488;UTM  13      - 4,760,300.976   609,288.611   MT  0.99974694   +0 54 50.9
 NP0488
 NP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0488!SPC NE       -   0.99982584  x   0.99999430  =   0.99982014
 NP0488!SPC SD S     -   0.99982584  x   0.99996706  =   0.99979290
 NP0488!UTM  13      -   0.99982584  x   0.99974694  =   0.99957282
 NP0488
 NP0488:                Primary Azimuth Mark                     Grid Az
 NP0488:SPC NE       -  ARD                                      069 01 49.3
 NP0488:SPC SD S     -  ARD                                      068 53 59.2
 NP0488:UTM  13      -  ARD                                      065 41 28.0
 NP0488
 NP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0928860300(NAD 83)
 NP0488
 NP0488|---------------------------------------------------------------------|
 NP0488| PID    Reference Object                     Distance      Geod. Az  |
 NP0488|                                                           dddmmss.s |
 NP0488| OT0805 ARDMORE MUNICIPAL TANK              APPROX. 3.8 KM 0070903.9 |
 NP0488| NP0490 CONKLIN RM 1                         24.981 METERS 01532     |
 NP0488| OT0804 ARD                                 APPROX. 3.8 KM 0663618.9 |
 NP0488| NP0489 CONKLIN RM 2                         21.511 METERS 09226     |
 NP0488|---------------------------------------------------------------------|
 NP0488
 NP0488                          SUPERSEDED SURVEY CONTROL
 NP0488
 NP0488  NAD 83(2007)-  42 59 15.07958(N)    103 39 34.03149(W) AD(2002.00) 0
 NP0488  ELLIP H (02/10/07) 1110.795  (m)                       GP(2002.00)    
 NP0488  ELLIP H (09/24/01) 1110.775  (m)                       GP(       ) 4 1
 NP0488  NAD 83(1995)-  42 59 15.07886(N)    103 39 34.03183(W) AD(       ) B
 NP0488  ELLIP H (06/25/96) 1110.823  (m)                       GP(       ) 1 1
 NP0488  NAD 83(1986)-  42 59 15.05802(N)    103 39 34.01511(W) AD(       ) 1
 NP0488  NAD 27      -  42 59 15.18000(N)    103 39 32.26900(W) AD(       ) 1
 NP0488  NAVD 88 (04/18/97) 1126.9    (m)  GEOID96  model used  GPS OBS        
 NP0488  NAVD 88            1126.75   (m)         3696.7    (f) LEVELING    3  
 NP0488  NGVD 29 (??/??/92) 1126.199  (m)         3694.87   (f) ADJ UNCH    1 2
 NP0488  NGVD 29            1126.20   (m)         3694.9    (f) LEVELING    3  
 NP0488
 NP0488.Superseded values are not recommended for survey control.
 NP0488
 NP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0488.See file dsdata.pdf to determine how the superseded data were derived.
 NP0488
 NP0488_MARKER: DS = TRIANGULATION STATION DISK
 NP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0488_STAMPING: CONKLIN 1941
 NP0488_MARK LOGO: CGS
 NP0488_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0488_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0488+STABILITY: SURFACE MOTION
 NP0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0488+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 NP0488
 NP0488  HISTORY     - Date     Condition        Report By
 NP0488  HISTORY     - 1941     MONUMENTED       CGS
 NP0488  HISTORY     - 1943     GOOD             CGS
 NP0488  HISTORY     - 1957     GOOD             CGS
 NP0488  HISTORY     - 1985     GOOD             NGS
 NP0488  HISTORY     - 19950502 GOOD             NGS
 NP0488  HISTORY     - 19960821 GOOD             NGS
 NP0488  HISTORY     - 20101021 GOOD             GEOCAC
 NP0488  HISTORY     - 20161205 GOOD             COMPDA
 NP0488  HISTORY     - 20181107 GOOD             NEGS
 NP0488
 NP0488                          STATION DESCRIPTION
 NP0488
 NP0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0488'STATION IS LOCATED ABOUT 3 MILES S OF ARDMORE AND 1.3 MILES
 NP0488'S OF THE NEBRASKA-SOUTH DAKOTA STATE LINE ON A FLAT, GRASS-COVERED
 NP0488'HILL ON LAND OWNED BY MR. JOHN T. CONKLIN.  IT IS IN THE NW
 NP0488'1/4 SEC. 26, T, 35 N, R. 54 W.  MARK IS 8.5 FEET E OF A WHITE
 NP0488'REFERENCE POST.  48 FEET S OF THE CENTER LINE OF A DIRT ROAD
 NP0488'AND 20 FEET E OF THE CENTER LINE OF THE ENTRANCE TO THE FIELD.
 NP0488'IT IS STAMPED CONKLIN 1941 AND PROJECTS 3 INCHES.
 NP0488'
 NP0488'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NP0488'DISKS SET IN CONCRETE.
 NP0488'
 NP0488'REFERENCE MARK NO. 1 IS 1.5 FEET N OF A FENCE AND 35 FEET N
 NP0488'OF THE CENTER LINE OF A DIRT ROAD.  IT IS STAMPED CONKLIN NO.
 NP0488'1 1941 AND PROJECTS 8 INCHES.
 NP0488'
 NP0488'REFERENCE MARK NO. 2 IS 48 FEET S OF THE CENTER LINE OF A DIRT
 NP0488'ROAD, AND 1 FOOT S OF A FENCE.  IT IS STAMPED CONKLIN NO. 2
 NP0488'1941 AND PROJECTS 6 INCHES.
 NP0488'
 NP0488'TRIANGULATION STATION ARD IS USED AS AN AZIMUTH MARK.
 NP0488'
 NP0488'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, SOUTH
 NP0488'DAKOTA, GO S ON SOUTH DAKOTA STATE HIGHWAY 87 (THEN NEBRASKA
 NP0488'STATE HIGHWAY 2) FOR 2.8 MILES.  (TO REACH THE AZIMUTH MARK
 NP0488'FROM THIS POINT, GO E ALONG THE N SIDE OF A FENCE ON THE STATE
 NP0488'LINE FOR 1.3 MILES TO THE MARK ON THE LEFT.) CONTINUE AHEAD
 NP0488'(S ON GRADED DIRT ROAD WHERE NEBRASKA STATE HIGHWAY 2 TURNS
 NP0488'LEFT) FOR 0.2 MILE, THEN RIGHT (W) FOR 0.75 MILE TO THE TOP OF
 NP0488'THE HILL AND THE STATION ON THE LEFT.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT ARD IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT WOLF IS VISIBLE AT 50 FEET.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT SUGAR IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT WRIGHT IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'A 77-FOOT SIGNAL AT DIEKMAN IS VISIBLE AT 50 FEET.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT FLUENT IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NP0488
 NP0488                          STATION RECOVERY (1943)
 NP0488
 NP0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (AFD)
 NP0488'STATION RECOVERED IN GOOD CONDITION.
 NP0488
 NP0488                          STATION RECOVERY (1957)
 NP0488
 NP0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NP0488'26 MI NW FROM CRAWFORD.
 NP0488'ABOUT 25.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0488'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, THENCE 0.15 MILE
 NP0488'SOUTH, THENCE 0.85 MILE WEST ALONG DIRT ROADS, IN SECTION 26,
 NP0488'T. 35 N., R. 54 W., ON THE CREST OF A HILL, 48 FEET SOUTH OF
 NP0488'THE CENTER LINE OF THE ROAD, 30 FEET EAST OF THE CENTER OF A
 NP0488'WIRE GATE, 1 1/2 FEET SOUTH OF A FENCE LINE, 8 FEET EAST OF A
 NP0488'WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD AND IN THE TOP
 NP0488'OF A CONCRETE POST PROJECTING 1 INCH.
 NP0488
 NP0488                          STATION RECOVERY (1985)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0488'RECOVERED IN GOOD CONDITION.
 NP0488
 NP0488                          STATION RECOVERY (1995)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0488'TO REACH THE MARK FROM THE JUNCTION OF FALL RIVER COUNTY ROAD 5 WITH
 NP0488'STATE HIGHWAY 71 IN ARDMORE, SOUTH DAKOTA, GO SOUTH ON HIGHWAY 71 FOR
 NP0488'1.55 MI (2.49 KM) TO A CURVE TO THE EAST AT THE NEBRASKA STATE LINE.
 NP0488'CONTINUE EAST ON HIGHWAY 2 FOR 0.6 MI (1.0 KM) TO A COUNTY ROAD ON THE
 NP0488'RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE COUNTY ROAD FOR
 NP0488'0.7 MI (1.1 KM) TO A Y-FORK.  BEAR RIGHT AND SOUTH ON THE COUNTY ROAD
 NP0488'FOR 0.1 MI (0.2 KM) TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR 0.2 MI
 NP0488'(0.3 KM) TO THE WEST END OF A LONG CURVE AND CONTINUE WEST ON A GRADED
 NP0488'ROAD FOR 0.9 MI (1.4 KM) TO FIELD ENTRANCES ON EITHER SIDE OF THE ROAD
 NP0488'AND THE MARK ON THE LEFT, SOUTH, SIDE OF THE ROAD.  THE MARK IS IN THE
 NP0488'NORTH EDGE OF A PASTURE, IN THE NW 1/4, SEC26, T35N, R54W.  IT IS A
 NP0488'STANDARD DISK, SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS 48.0
 NP0488'FT (14.6 M) SOUTH FROM THE CENTERLINE OF ROAD, 27.0 FT (8.2 M) EAST
 NP0488'FROM THE CENTER OF A FIELD ENTRANCE, 8.6 FT (2.6 M) EAST-SOUTHEAST
 NP0488'FROM AN OLD WOODEN WITNESS POST, 2.0 FT (0.6 M) SOUTH FROM THE SOUTH
 NP0488'RIGHT-OF-WAY FENCE AND PROJECTS 2 CM ABOVE THE GROUND SURFACE.
 NP0488
 NP0488                          STATION RECOVERY (1996)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NP0488'RECOVERED AS DESCRIBED.
 NP0488
 NP0488                          STATION RECOVERY (2010)
 NP0488
 NP0488'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NP0488'ALL REFERENCE OBJECTS WERE SEEN.
 NP0488
 NP0488                          STATION RECOVERY (2016)
 NP0488
 NP0488'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0488'RECOVERED IN GOOD CONDITION.
 NP0488
 NP0488                          STATION RECOVERY (2018)
 NP0488
 NP0488'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NP0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0490 ***********************************************************************
 NP0490  DESIGNATION -  CONKLIN RM 1
 NP0490  PID         -  NP0490
 NP0490  STATE/COUNTY-  NE/SIOUX
 NP0490  COUNTRY     -  US
 NP0490  USGS QUAD   -  MONTROSE (2017)
 NP0490
 NP0490                         *CURRENT SURVEY CONTROL
 NP0490  ______________________________________________________________________
 NP0490* NAD 83(1986) POSITION- 42 59 15.86   (N) 103 39 33.74   (W)   HD_HELD1
 NP0490* NAVD 88 ORTHO HEIGHT -  1126.360 (meters)     3695.40  (feet) ADJUSTED
 NP0490  ______________________________________________________________________
 NP0490  GEOID HEIGHT    -        -16.081 (meters)                     GEOID18
 NP0490  DYNAMIC HEIGHT  -       1125.838 (meters)     3693.69  (feet) COMP
 NP0490  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 NP0490
 NP0490  VERT ORDER      -  FIRST     CLASS II
 NP0490
 NP0490.The horizontal coordinates were determined by differentially corrected
 NP0490.hand held GPS observations or other comparable positioning techniques
 NP0490.and have an estimated accuracy of +/- 3 meters.
 NP0490
 NP0490.The orthometric height was determined by differential leveling and
 NP0490.adjusted by the NATIONAL GEODETIC SURVEY
 NP0490.in June 1991.
 NP0490
 NP0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0490.GEOID18 height accuracy estimate available here.
 NP0490
 NP0490.Click photographs - Photos may exist for this station.
 NP0490
 NP0490.The dynamic height is computed by dividing the NAVD 88
 NP0490.geopotential number by the normal gravity value computed on the
 NP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0490.degrees latitude (g = 980.6199 gals.).
 NP0490
 NP0490.The modeled gravity was interpolated from observed gravity values.
 NP0490
 NP0490;                    North         East    Units  Estimated Accuracy
 NP0490;SPC NE       -   356,574.1     201,642.7     MT  (+/- 3 meters HH1 GPS) 
 NP0490
 NP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0929460325(NAD 83)
 NP0490
 NP0490                          SUPERSEDED SURVEY CONTROL
 NP0490
 NP0490  NGVD 29 (??/??/92) 1125.806  (m)         3693.58   (f) ADJ UNCH    1 2
 NP0490
 NP0490.Superseded values are not recommended for survey control.
 NP0490
 NP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0490.See file dsdata.pdf to determine how the superseded data were derived.
 NP0490
 NP0490_MARKER: DR = REFERENCE MARK DISK
 NP0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0490_STAMPING: CONKLIN NO 1 1941
 NP0490_MARK LOGO: CGS
 NP0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0490+STABILITY: SURFACE MOTION
 NP0490
 NP0490  HISTORY     - Date     Condition        Report By
 NP0490  HISTORY     - 1941     MONUMENTED       CGS
 NP0490  HISTORY     - 1957     GOOD             CGS
 NP0490  HISTORY     - 1985     GOOD             NGS
 NP0490
 NP0490                          STATION DESCRIPTION
 NP0490
 NP0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0490'26 MI NW FROM CRAWFORD.
 NP0490'ABOUT 25.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0490'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, THENCE 0.15 MILE
 NP0490'SOUTH, THENCE 0.85 MILE WEST ALONG DIRT ROADS, IN SECTION 23,
 NP0490'T. 35 N., R. 54 W., ON THE CREST OF A HILL, 33 FEET NORTH OF
 NP0490'THE CENTER LINE OF THE ROAD, 48 FEET EAST OF THE CENTER OF A
 NP0490'WIRE GATE, 87.3 FEET NORTH-NORTHEAST AND ACROSS THE ROAD FROM
 NP0490'THE STATION MARK, 1 FOOT NORTH OF A FENCE LINE, LEVEL WITH THE
 NP0490'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NP0490
 NP0490                          STATION RECOVERY (1985)
 NP0490
 NP0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0489 ***********************************************************************
 NP0489  DESIGNATION -  CONKLIN RM 2
 NP0489  PID         -  NP0489
 NP0489  STATE/COUNTY-  NE/SIOUX
 NP0489  COUNTRY     -  US
 NP0489  USGS QUAD   -  MONTROSE (2017)
 NP0489
 NP0489                         *CURRENT SURVEY CONTROL
 NP0489  ______________________________________________________________________
 NP0489* NAD 83(1986) POSITION- 42 59 15.05   (N) 103 39 33.08   (W)   HD_HELD1
 NP0489* NAVD 88 ORTHO HEIGHT -  1126.879 (meters)     3697.10  (feet) ADJUSTED
 NP0489  ______________________________________________________________________
 NP0489  GEOID HEIGHT    -        -16.082 (meters)                     GEOID18
 NP0489  DYNAMIC HEIGHT  -       1126.357 (meters)     3695.39  (feet) COMP
 NP0489  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 NP0489
 NP0489  VERT ORDER      -  FIRST     CLASS II
 NP0489
 NP0489.The horizontal coordinates were determined by differentially corrected
 NP0489.hand held GPS observations or other comparable positioning techniques
 NP0489.and have an estimated accuracy of +/- 3 meters.
 NP0489
 NP0489.The orthometric height was determined by differential leveling and
 NP0489.adjusted by the NATIONAL GEODETIC SURVEY
 NP0489.in June 1991.
 NP0489
 NP0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0489.GEOID18 height accuracy estimate available here.
 NP0489
 NP0489.Click photographs - Photos may exist for this station.
 NP0489
 NP0489.The dynamic height is computed by dividing the NAVD 88
 NP0489.geopotential number by the normal gravity value computed on the
 NP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0489.degrees latitude (g = 980.6199 gals.).
 NP0489
 NP0489.The modeled gravity was interpolated from observed gravity values.
 NP0489
 NP0489;                    North         East    Units  Estimated Accuracy
 NP0489;SPC NE       -   356,548.5     201,656.6     MT  (+/- 3 meters HH1 GPS) 
 NP0489
 NP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0931060300(NAD 83)
 NP0489
 NP0489                          SUPERSEDED SURVEY CONTROL
 NP0489
 NP0489  NGVD 29 (??/??/92) 1126.326  (m)         3695.29   (f) ADJ UNCH    1 2
 NP0489
 NP0489.Superseded values are not recommended for survey control.
 NP0489
 NP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0489.See file dsdata.pdf to determine how the superseded data were derived.
 NP0489
 NP0489_MARKER: DR = REFERENCE MARK DISK
 NP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0489_STAMPING: CONKLIN NO 2 1941
 NP0489_MARK LOGO: CGS
 NP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0489+STABILITY: SURFACE MOTION
 NP0489
 NP0489  HISTORY     - Date     Condition        Report By
 NP0489  HISTORY     - 1941     MONUMENTED       CGS
 NP0489  HISTORY     - 1957     GOOD             CGS
 NP0489  HISTORY     - 1985     GOOD             NGS
 NP0489
 NP0489                          STATION DESCRIPTION
 NP0489
 NP0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0489'26 MI NW FROM CRAWFORD.
 NP0489'ABOUT 25.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0489'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, THENCE 0.15 MILE
 NP0489'SOUTH, THENCE 0.85 MILE WEST ALONG DIRT ROADS, IN SECTION 26,
 NP0489'T. 35 N. R. 54 W., ON THE CREST OF THE HILL, 47 1/2 FEET SOUTH
 NP0489'OF THE CENTER LINE OF THE ROAD 70.8 FEET EAST OF THE STATION
 NP0489'MARK, 1 1/2 FEET SOUTH OF A FENCE LINE, LEVEL WITH THE ROAD AND
 NP0489'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCH.
 NP0489
 NP0489                          STATION RECOVERY (1985)
 NP0489
 NP0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1978 ***********************************************************************
 MK1978  DESIGNATION -  CONNER
 MK1978  PID         -  MK1978
 MK1978  STATE/COUNTY-  NE/WASHINGTON
 MK1978  COUNTRY     -  US
 MK1978  USGS QUAD   -  FORT CALHOUN (2017)
 MK1978
 MK1978                         *CURRENT SURVEY CONTROL
 MK1978  ______________________________________________________________________
 MK1978* NAD 83(1995) POSITION- 41 28 33.78295(N) 096 03 44.61813(W)   ADJUSTED
 MK1978* NAVD 88 ORTHO HEIGHT -   389.    (meters)     1276.    (feet) SCALED
 MK1978  ______________________________________________________________________
 MK1978  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 MK1978  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 MK1978  HORZ ORDER      -  SECOND
 MK1978
 MK1978.The horizontal coordinates were established by classical geodetic methods
 MK1978.and adjusted by the National Geodetic Survey in August 1997.
 MK1978
 MK1978.The orthometric height was scaled from a topographic map.
 MK1978
 MK1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1978.GEOID18 height accuracy estimate available here.
 MK1978
 MK1978.Click photographs - Photos may exist for this station.
 MK1978
 MK1978.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1978
 MK1978. The following values were computed from the NAD 83(1995) position.
 MK1978
 MK1978;                    North         East     Units Scale Factor Converg.
 MK1978;SPC NE       -   189,868.746   828,670.227   MT  0.99965873   +2 36 34.0
 MK1978;SPC NE       -   622,927.71  2,718,728.90   sFT  0.99965873   +2 36 34.0
 MK1978;UTM  14      - 4,595,771.931   745,284.423   MT  1.00034047   +1 56 47.6
 MK1978;UTM  15      - 4,596,133.638   244,294.827   MT  1.00040474   -2 01 45.6
 MK1978
 MK1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1978!SPC NE       -   0.99994341  x   0.99965873  =   0.99960216
 MK1978!UTM  14      -   0.99994341  x   1.00034047  =   1.00028386
 MK1978!UTM  15      -   0.99994341  x   1.00040474  =   1.00034813
 MK1978
 MK1978:                Primary Azimuth Mark                     Grid Az
 MK1978:SPC NE       -  CONNER AZ MK                             200 58 19.5
 MK1978:UTM  14      -  CONNER AZ MK                             201 38 05.9
 MK1978:UTM  15      -  CONNER AZ MK                             205 36 39.1
 MK1978
 MK1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4528495771(NAD 83)
 MK1978
 MK1978|---------------------------------------------------------------------|
 MK1978| PID    Reference Object                     Distance      Geod. Az  |
 MK1978|                                                           dddmmss.s |
 MK1978| MK1834 OMAHA/SIOUX FALLS AMBER 4 BN 2      APPROX.16.0 KM 0075326.6 |
 MK1978| CL6267 CONNER RM 1                          21.188 METERS 01814     |
 MK1978| CL6266 CONNER AZ MK                                       2033453.5 |
 MK1978| CL6268 CONNER RM 2                          18.600 METERS 27516     |
 MK1978|---------------------------------------------------------------------|
 MK1978
 MK1978                          SUPERSEDED SURVEY CONTROL
 MK1978
 MK1978  NAD 83(1986)-  41 28 33.78857(N)    096 03 44.61866(W) AD(       ) 2
 MK1978  NAD 27      -  41 28 33.80900(N)    096 03 43.57400(W) AD(       ) 2
 MK1978
 MK1978.Superseded values are not recommended for survey control.
 MK1978
 MK1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1978.See file dsdata.pdf to determine how the superseded data were derived.
 MK1978
 MK1978_MARKER: DS = TRIANGULATION STATION DISK
 MK1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1978_STAMPING: CONNER 1947
 MK1978_MARK LOGO: CGS
 MK1978_PROJECTION: RECESSED 15 CENTIMETERS
 MK1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1978+STABILITY: SURFACE MOTION
 MK1978
 MK1978  HISTORY     - Date     Condition        Report By
 MK1978  HISTORY     - 1947     MONUMENTED       CGS
 MK1978  HISTORY     - 1961     GOOD             CGS
 MK1978
 MK1978                          STATION DESCRIPTION
 MK1978
 MK1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1978'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF BLAIR, ABOUT
 MK1978'3-1/2 MILES NORTHWEST OF FT. CALHOUN, ON LAND OWNED AND OCCUPIED
 MK1978'BY MR. A.J. CONNER.  IT IS ABOUT 100 YARDS WEST OF MR. CONNERS
 MK1978'HOUSE, AND 48 FEET WEST OF A FENCE CORNER.  IT IS ON THE TOP OF A
 MK1978'CULTIVATED FIELD AND IS SET 6 INCHES BELOW THE SURFACE OF THE
 MK1978'GROUND.  THE DISK IS STAMPED CONNER 1947.
 MK1978'
 MK1978'REFERENCE MARK NO. 1 IS 69.51 FEET NORTHEAST OF THE STATION, 4
 MK1978'FEET EAST OF A FENCE LINE, AND 2.8 FEET WEST OF THE NORTHWEST
 MK1978'LEG OF A WINDMILL TOWER.  THE DISK IS STAMPED CONNER NO 1 1947
 MK1978'AND PROJECTS 4 INCHES.
 MK1978'
 MK1978'REFERENCE MARK NO. 2 IS 61.02 FEET WEST OF THE STATION, AND 1
 MK1978'FOOT SOUTHWEST OF A TELEPHONE POLE.  THE DISK IS STAMPED CONNER
 MK1978'NO 2 1947 AND PROJECTS 4 INCHES.
 MK1978'
 MK1978'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION,
 MK1978'ACROSS THE ROAD (SOUTH) FROM A FENCE CORNER, AND 18 FEET SOUTH
 MK1978'OF THE CENTERLINE OF THE DIRT ROAD.  IT IS 4 FEET WEST OF A
 MK1978'WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.  THE DISK IS
 MK1978'STAMPED CONNER 1947 AND PROJECTS 6 INCHES.
 MK1978'
 MK1978'TO REACH THE STATION FROM THE POST OFFICE IN FT. CALHOUN, GO
 MK1978'NORTH ON U.S. HIGHWAY 73 FOR 1.4 MILES TO A DIRT SIDE ROAD LEFT,
 MK1978'AT THE NORTH END OF A CONCRETE BRIDGE.  TURN LEFT AND GO 0.15
 MK1978'MILE TO A CROSS ROAD.  TURN RIGHT AND GO 0.85 MILE TO A FORK.
 MK1978'TAKE THE LEFT FORK, UP A STEEP HILL, AND GO 0.4 MILE TO A ROAD
 MK1978'RIGHT JUST BEFORE REACHING A FARM HOUSE AND FOLLOW A FARM ROAD
 MK1978'FOR 0.6 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THRU THE
 MK1978'GATE AND GO 0.1 MILE TO A HOUSE ON THE RIGHT.  CONTINUE WEST
 MK1978'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 MK1978'
 MK1978'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 MK1978'
 MK1978'A 37 FOOT SIGNAL AT FOLLEN 1930 CAN BE SEEN AT 64 FEET.
 MK1978'
 MK1978'A 77 FOOT SIGNAL AT HARRIS CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 90 FOOT SIGNAL AT MONDAMIN CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 4 FOOT SIGNAL AT VALLEY 1934 CAN BE SEEN FROM A 10 FOOT STAND.
 MK1978'
 MK1978'A 64 FOOT SIGNAL AT JOHANNES 1930 CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 77 FOOT SIGNAL AT RIVERVIEW CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 4 FOOT SIGNAL AT 311 MORC CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 77 FOOT SIGNAL AT PON CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MK1978
 MK1978                          STATION RECOVERY (1961)
 MK1978
 MK1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MK1978'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MK1978'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDTION.  THE
 MK1978'ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0445 ***********************************************************************
 LJ0445  DESIGNATION -  COOK
 LJ0445  PID         -  LJ0445
 LJ0445  STATE/COUNTY-  NE/RED WILLOW
 LJ0445  COUNTRY     -  US
 LJ0445  USGS QUAD   -  RED WILLOW DAM (2017)
 LJ0445
 LJ0445                         *CURRENT SURVEY CONTROL
 LJ0445  ______________________________________________________________________
 LJ0445* NAD 83(1995) POSITION- 40 17 47.21832(N) 100 42 24.70505(W)   ADJUSTED
 LJ0445* NAVD 88 ORTHO HEIGHT -   844.    (meters)     2769.    (feet) SCALED
 LJ0445  ______________________________________________________________________
 LJ0445  GEOID HEIGHT    -        -23.703 (meters)                     GEOID18
 LJ0445  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LJ0445  HORZ ORDER      -  SECOND
 LJ0445
 LJ0445.The horizontal coordinates were established by classical geodetic methods
 LJ0445.and adjusted by the National Geodetic Survey in August 1997.
 LJ0445
 LJ0445.The orthometric height was scaled from a topographic map.
 LJ0445
 LJ0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0445.GEOID18 height accuracy estimate available here.
 LJ0445
 LJ0445.Click photographs - Photos may exist for this station.
 LJ0445
 LJ0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0445
 LJ0445. The following values were computed from the NAD 83(1995) position.
 LJ0445
 LJ0445;                    North         East     Units Scale Factor Converg.
 LJ0445;SPC NE       -    51,666.826   439,908.057   MT  0.99987912   -0 28 06.4
 LJ0445;SPC NE       -   169,510.24  1,443,265.02   sFT  0.99987912   -0 28 06.4
 LJ0445;UTM  14      - 4,462,058.786   354,931.187   MT  0.99985906   -1 06 14.7
 LJ0445
 LJ0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0445!SPC NE       -   0.99987128  x   0.99987912  =   0.99975042
 LJ0445!UTM  14      -   0.99987128  x   0.99985906  =   0.99973036
 LJ0445
 LJ0445:                Primary Azimuth Mark                     Grid Az
 LJ0445:SPC NE       -  COOK AZ MK                               092 39 09.1
 LJ0445:UTM  14      -  COOK AZ MK                               093 17 17.4
 LJ0445
 LJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5493162058(NAD 83)
 LJ0445
 LJ0445|---------------------------------------------------------------------|
 LJ0445| PID    Reference Object                     Distance      Geod. Az  |
 LJ0445|                                                           dddmmss.s |
 LJ0445| CN9005 COOK AZ MK                                         0921102.7 |
 LJ0445| LJ0453 MC COOK MUNICIPAL TANK              APPROX.12.4 KM 1425708.4 |
 LJ0445| LJ0450 MC COOK CBQ RR CONC STK             APPROX.13.3 KM 1482006.2 |
 LJ0445| LJ0464 MC COOK REA RADIO MAST              APPROX.10.3 KM 1523123.5 |
 LJ0445| LJ0462 MC COOK RAD STA KBRL MAST           APPROX.11.2 KM 1524108.4 |
 LJ0445| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX.10.1 KM 1562040.5 |
 LJ0445| CN9006 COOK RM 1                            24.470 METERS 17626     |
 LJ0445| CN9007 COOK RM 2                            23.839 METERS 27709     |
 LJ0445| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX. 1.4 KM 3463209.1 |
 LJ0445|---------------------------------------------------------------------|
 LJ0445
 LJ0445                          SUPERSEDED SURVEY CONTROL
 LJ0445
 LJ0445  NAD 83(1986)-  40 17 47.22288(N)    100 42 24.71102(W) AD(       ) 2
 LJ0445  NAD 27      -  40 17 47.20565(N)    100 42 23.15441(W) AD(       ) 2
 LJ0445
 LJ0445.Superseded values are not recommended for survey control.
 LJ0445
 LJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0445.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0445
 LJ0445_MARKER: DS = TRIANGULATION STATION DISK
 LJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0445_STAMPING: COOK 1951
 LJ0445_MARK LOGO: CGS
 LJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0445+STABILITY: SURFACE MOTION
 LJ0445
 LJ0445  HISTORY     - Date     Condition        Report By
 LJ0445  HISTORY     - 1951     MONUMENTED       CGS
 LJ0445  HISTORY     - 1968     GOOD             CGS
 LJ0445
 LJ0445                          STATION DESCRIPTION
 LJ0445
 LJ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0445'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF CULBERTSON
 LJ0445'AND 8.0 MILES NORTHWEST OF MC COOK NEAR THE SOUTH EDGE OF THE
 LJ0445'MC COOK STATE AIRFIELD.  IT IS 0.2 MILE SOUTH OF THE SOUTH
 LJ0445'ENTRANCE OF THE MC COOK STATE AIRFIELD, 151.0 FEET SOUTHWEST OF
 LJ0445'THE CENTER OF A GRADED ROAD, 79.0 FEET EAST OF A FENCE CORNER,
 LJ0445'62.0 FEET WEST OF A TELEPHONE POLE AND 59.0 FEET NORTH OF THE
 LJ0445'CENTER OF A TRACK ROAD.  IT IS SET FLUSH WITH THE SURFACE OF
 LJ0445'THE GROUND AND IS STAMPED COOK 1951.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 1 IS 83.5 FEET EAST OF THE CENTER OF A WIRE
 LJ0445'GATE, 21.0 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 0.5
 LJ0445'FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 LJ0445'COOK NO 1 1951.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 2 IS 45.0 FEET NORTH OF A FENCE CORNER AND
 LJ0445'0.5 FOOT EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND
 LJ0445'IS STAMPED COOK NO 2 1951.
 LJ0445'
 LJ0445'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LJ0445'IS 122.1 FEET.
 LJ0445'
 LJ0445'THE AZIMUTH MARK IS 56.0 FEET EAST OF THE CENTER OF A GRAVELED
 LJ0445'ROAD, 44.0 FEET SOUTH OF THE CENTER OF A GRAVELED T ROAD, 29.0
 LJ0445'FEET WEST OF A TELEPHONE POLE, 27.0 FEET EAST OF A FENCE CORNER
 LJ0445'AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 LJ0445'STAMPED COOK 1951.
 LJ0445'
 LJ0445'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAYS
 LJ0445'NO. 6, 34 AND 83 ONE BLOCK NORTH OF THE CHICAGO, BURLINGTON
 LJ0445'AND QUINCY RAILROAD DEPOT IN MC COOK, GO WEST ON U.S. HIGHWAYS
 LJ0445'NO. 6, 34 AND 83 FOR 0.85 MILE TO WHERE U.S. HIGHWAY NO. 83
 LJ0445'TURNS RIGHT, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO. 83
 LJ0445'FOR 5.5 MILES TO A GRAVELED T ROAD LEFT AT TRANSFORMER STATION.
 LJ0445'HERE TURN LEFT AND GO WEST, NORTH AND WEST ON A GRAVELED ROAD
 LJ0445'FOR 3.4 MILES TO A T ROAD LEFT AND THE AZIMUTH MARK AS
 LJ0445'DESCRIBED, CONTINUE WEST ON GRAVELED ROAD FOR 0.5 MILE TO WHERE
 LJ0445'THE ROAD CURVES NORTH AND THE STATION ON THE LEFT AS
 LJ0445'DESCRIBED.
 LJ0445'
 LJ0445'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0445
 LJ0445                          STATION RECOVERY (1968)
 LJ0445
 LJ0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0445'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LJ0445'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LJ0445'
 LJ0445'FOLLOWING IS A NEW DESCRIPTION.
 LJ0445'
 LJ0445'TO REACH THE STATION FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAYS
 LJ0445'6, 34, AND 83 ONE BLOCK NORTH OF THE CHICAGO, BURLINGTON AND
 LJ0445'QUINCY RAILROAD DEPOT IN MC COOK, GO WEST ON THE HIGHWAYS FOR
 LJ0445'0.85 MILE TO WHERE U.S. HIGHWAY 83 TURNS NORTH.  TURN RIGHT AND
 LJ0445'GO NORTH ON U.S. HIGHWAY 83 FOR 5.85 MILES TO A SIDE ROAD ON
 LJ0445'THE LEFT.  TURN LEFT AND GO WEST, NORTH, AND WEST ON A GRAVELED
 LJ0445'ROAD FOR 3.4 MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH
 LJ0445'MARK IN THE SOUTHEAST ANGLE.  CONTINUE WEST ON THE AIRFIELD
 LJ0445'ROAD FOR 0.5 MILE TO A POINT WHERE THE ROAD TURNS NORTH AND
 LJ0445'THE STATION ON THE LEFT.
 LJ0445'
 LJ0445'STATION MARK, A STANDARD DISK STAMPED COOK 1951, IS SET IN THE
 LJ0445'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LJ0445'OF THE GROUND.  IT IS 151 FEET SOUTHWEST OF THE CENTER OF A
 LJ0445'GRAVELED ROAD, 93.5 FEET NORTHEAST OF A FENCE CORNER, 57 FEET
 LJ0445'NORTH OF THE CENTER OF A TRACK ROAD, AND 1 FOOT SOUTH OF A
 LJ0445'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOK NO. 1 1951,
 LJ0445'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LJ0445'INCHES.  IT IS 23 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 LJ0445'AND 1 FOOT NORTH OF FENCE.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COOK NO. 2 1951,
 LJ0445'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0445'3 INCHES.  IT IS 59 FEET NORTH OF A CORNER FENCE POST AND 1
 LJ0445'FOOT EAST OF A FENCE.
 LJ0445'
 LJ0445'AZIMUTH MARK, A STANDARD DISK STAMPED COOK 1951, IS SET IN THE
 LJ0445'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LJ0445'56 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 44 FEET SOUTH
 LJ0445'OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTH OF A FENCE,
 LJ0445'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LJ0445'
 LJ0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 LJ0445'MILES NORTHWEST OF MC COOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0969 ***********************************************************************
 LG0969  DESIGNATION -  COOK MUNICIPAL TANK
 LG0969  PID         -  LG0969
 LG0969  STATE/COUNTY-  NE/JOHNSON
 LG0969  COUNTRY     -  US
 LG0969  USGS QUAD   -  COOK (2017)
 LG0969
 LG0969                         *CURRENT SURVEY CONTROL
 LG0969  ______________________________________________________________________
 LG0969* NAD 83(1995) POSITION- 40 30 43.63562(N) 096 09 32.42742(W)   ADJUSTED
 LG0969  ______________________________________________________________________
 LG0969  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 LG0969  LAPLACE CORR    -         -7.60  (seconds)                    DEFLEC18
 LG0969  HORZ ORDER      -  THIRD
 LG0969
 LG0969.The horizontal coordinates were established by classical geodetic methods
 LG0969.and adjusted by the National Geodetic Survey in August 1997.
 LG0969
 LG0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0969.GEOID18 height accuracy estimate available here.
 LG0969
 LG0969.Click photographs - Photos may exist for this station.
 LG0969
 LG0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0969
 LG0969. The following values were computed from the NAD 83(1995) position.
 LG0969
 LG0969;                    North         East     Units Scale Factor Converg.
 LG0969;SPC NE       -    82,594.555   825,364.056   MT  0.99980764   +2 32 43.5
 LG0969;SPC NE       -   270,978.97  2,707,881.91   sFT  0.99980764   +2 32 43.5
 LG0969;UTM  14      - 4,488,478.447   740,700.487   MT  1.00031321   +1 50 47.1
 LG0969
 LG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4070088478(NAD 83)
 LG0969
 LG0969                          SUPERSEDED SURVEY CONTROL
 LG0969
 LG0969  NAD 83(1986)-  40 30 43.64325(N)    096 09 32.42264(W) AD(       ) 3
 LG0969  NAD 27      -  40 30 43.65200(N)    096 09 31.39600(W) AD(       ) 3
 LG0969
 LG0969.Superseded values are not recommended for survey control.
 LG0969
 LG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0969.See file dsdata.pdf to determine how the superseded data were derived.
 LG0969
 LG0969_MARKER: 53 = ELEVATED TANK
 LG0969
 LG0969  HISTORY     - Date     Condition        Report By
 LG0969  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0969  HISTORY     - 20050716 GOOD             USPSQD
 LG0969
 LG0969                          STATION DESCRIPTION
 LG0969
 LG0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0969'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF COOK.  IT IS A FOUR
 LG0969'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS ABOUT 100
 LG0969'FEET IN HEIGHT.  IT IS PAINTED SILVER IN COLOR WITH THE LETTERS
 LG0969'COOK PAINTED IN BLACK ON THE SOUTH SIDE.  THERE IS A BALL
 LG0969'AND WIND CHARGER ON THE TOP OF THE TANK.  THE POINT OBSERVED
 LG0969'UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0969
 LG0969                          STATION RECOVERY (2005)
 LG0969
 LG0969'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0969'STATION FOUND GOOD. TANK IS EAST OF N. LAWTON ST., SOUTH OF W. DEWEY
 LG0969'ST. EXTENDED, IN THE SOUTHEAST CORNER OF THE INTERSECTION, ONE BLOCK
 LG0969'NORTH OF E. CHURCH ST., ONE BLOCK EAST OF GRACE LUTHERAN CHURCH.  IT
 LG0969'IS SOUTH OF THE EAST-WEST ALLEY BETWEEN W. DEWEY ST. AND E. CHURCH ST.
 LG0969'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0968 ***********************************************************************
 LG0968  DESIGNATION -  COOK RELAY TOWER
 LG0968  PID         -  LG0968
 LG0968  STATE/COUNTY-  NE/OTOE
 LG0968  COUNTRY     -  US
 LG0968  USGS QUAD   -  COOK (2017)
 LG0968
 LG0968                         *CURRENT SURVEY CONTROL
 LG0968  ______________________________________________________________________
 LG0968* NAD 83(1995) POSITION- 40 32 11.87598(N) 096 11 58.40264(W)   ADJUSTED
 LG0968  ______________________________________________________________________
 LG0968  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 LG0968  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 LG0968  HORZ ORDER      -  THIRD
 LG0968
 LG0968.The horizontal coordinates were established by classical geodetic methods
 LG0968.and adjusted by the National Geodetic Survey in August 1997.
 LG0968
 LG0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0968.GEOID18 height accuracy estimate available here.
 LG0968
 LG0968.Click photographs - Photos may exist for this station.
 LG0968
 LG0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0968
 LG0968. The following values were computed from the NAD 83(1995) position.
 LG0968
 LG0968;                    North         East     Units Scale Factor Converg.
 LG0968;SPC NE       -    85,161.444   821,811.888   MT  0.99980040   +2 31 06.8
 LG0968;SPC NE       -   279,400.50  2,696,227.84   sFT  0.99980040   +2 31 06.8
 LG0968;UTM  14      - 4,491,089.739   737,178.110   MT  1.00029248   +1 49 15.4
 LG0968
 LG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3717891089(NAD 83)
 LG0968
 LG0968                          SUPERSEDED SURVEY CONTROL
 LG0968
 LG0968  NAD 83(1986)-  40 32 11.88381(N)    096 11 58.39824(W) AD(       ) 3
 LG0968  NAD 27      -  40 32 11.89600(N)    096 11 57.36800(W) AD(       ) 3
 LG0968
 LG0968.Superseded values are not recommended for survey control.
 LG0968
 LG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0968.See file dsdata.pdf to determine how the superseded data were derived.
 LG0968
 LG0968_MARKER: 55 = TOWER
 LG0968
 LG0968  HISTORY     - Date     Condition        Report By
 LG0968  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0968  HISTORY     - 1974     GOOD             NGS
 LG0968
 LG0968                          STATION DESCRIPTION
 LG0968
 LG0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0968'A GUYED MAST OF STRUCTURAL STEEL, TRIANGULAR IN CROSS SECTION,
 LG0968'PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND LIGHTED
 LG0968'WITH FIXED RED LIGHTS AT 75-FOOT INTERVALS WITH A FLASHING RED
 LG0968'LIGHT AT THE TOP.  TWO REFLECTING SCREENS ARE FIXED AT THE
 LG0968'TOP AT AN ANGLE OF 45 DEGREES TO THE GROUND.  LOCATED ABOUT
 LG0968'1.9 MILES NORTH AND 1.9 MILES WEST OF THE TOWN OF COOK.
 LG0968'
 LG0968'THE FLASHING RED LIGHT AT THE TOP CENTER WAS THE POINT OBSERVED
 LG0968'ON.
 LG0968
 LG0968                          STATION RECOVERY (1974)
 LG0968
 LG0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG0968'THIS STATION WAS RECOVERED AS DESCRIBED IN 1961.  OWNED BY THE
 LG0968'NATURAL GAS PIPELINE OF AMERICA.
 LG0968'
 LG0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES WEST
 LG0968'OF COOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1145 ***********************************************************************
 LH1145  DESIGNATION -  COOK RESET
 LH1145  PID         -  LH1145
 LH1145  STATE/COUNTY-  NE/HAMILTON
 LH1145  COUNTRY     -  US
 LH1145  USGS QUAD   -  DONIPHAN (2017)
 LH1145
 LH1145                         *CURRENT SURVEY CONTROL
 LH1145  ______________________________________________________________________
 LH1145* NAD 83(1995) POSITION- 40 52 16.32591(N) 098 15 52.69026(W)   ADJUSTED
 LH1145* NAVD 88 ORTHO HEIGHT -   573.    (meters)     1880.    (feet) SCALED
 LH1145  ______________________________________________________________________
 LH1145  GEOID HEIGHT    -        -25.202 (meters)                     GEOID18
 LH1145  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LH1145  HORZ ORDER      -  THIRD
 LH1145
 LH1145.The horizontal coordinates were established by classical geodetic methods
 LH1145.and adjusted by the National Geodetic Survey in August 1997.
 LH1145
 LH1145.The orthometric height was scaled from a topographic map.
 LH1145
 LH1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1145.GEOID18 height accuracy estimate available here.
 LH1145
 LH1145.Click photographs - Photos may exist for this station.
 LH1145
 LH1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1145
 LH1145. The following values were computed from the NAD 83(1995) position.
 LH1145
 LH1145;                    North         East     Units Scale Factor Converg.
 LH1145;SPC NE       -   116,699.361   646,238.151   MT  0.99971950   +1 09 00.1
 LH1145;SPC NE       -   382,871.15  2,120,199.67   sFT  0.99971950   +1 09 00.1
 LH1145;UTM  14      - 4,524,719.597   561,965.704   MT  0.99964726   +0 28 52.4
 LH1145
 LH1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1145!SPC NE       -   0.99991404  x   0.99971950  =   0.99963356
 LH1145!UTM  14      -   0.99991404  x   0.99964726  =   0.99956133
 LH1145
 LH1145:                Primary Azimuth Mark                     Grid Az
 LH1145:SPC NE       -  COOK AZ MK RESET                         080 16 40.0
 LH1145:UTM  14      -  COOK AZ MK RESET                         080 56 47.7
 LH1145
 LH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6196524719(NAD 83)
 LH1145
 LH1145|---------------------------------------------------------------------|
 LH1145| PID    Reference Object                     Distance      Geod. Az  |
 LH1145|                                                           dddmmss.s |
 LH1145| LH1138 RIVERSIDE POWER PLANT STACK         APPROX. 3.2 KM 0071613.2 |
 LH1145| LH1099 PHILLIPS MUNICIPAL TANK             APPROX. 5.0 KM 0563424.8 |
 LH1145| LH1101 PHILLIPS RADIO STA KMMJ MAST        APPROX. 7.1 KM 0624111.1 |
 LH1145| CN8998 COOK AZ MK                                         0802046.3 |
 LH1145| CN8999 COOK AZ MK RESET                                   0812540.1 |
 LH1145| CN9003 COOK RM 4                            25.268 METERS 09901     |
 LH1145| CN9000 COOK RM 1                            25.252 METERS 09904     |
 LH1145| CN9004 COOK RM 5                            22.433 METERS 23611     |
 LH1145| CN9002 COOK RM 3                            22.575 METERS 23622     |
 LH1145| CN9001 COOK RM 2                            24.055 METERS 23911     |
 LH1145| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX.11.2 KM 3002642.7 |
 LH1145| LH1154 GRAND IS CONSUM COOP RAD MAST       APPROX.11.6 KM 3050125.8 |
 LH1145| LH1134 GRAND IS HALL CO CTHSE              APPROX. 8.6 KM 3124051.7 |
 LH1145| LH1137 GRAND IS CONSUM COOP PWR STACK      APPROX. 9.0 KM 3135708.8 |
 LH1145|---------------------------------------------------------------------|
 LH1145
 LH1145                          SUPERSEDED SURVEY CONTROL
 LH1145
 LH1145  NAD 83(1986)-  40 52 16.33354(N)    098 15 52.69210(W) AD(       ) 3
 LH1145  NAD 27      -  40 52 16.27700(N)    098 15 51.47900(W) AD(       ) 3
 LH1145
 LH1145.Superseded values are not recommended for survey control.
 LH1145
 LH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1145.See file dsdata.pdf to determine how the superseded data were derived.
 LH1145
 LH1145_MARKER: DS = TRIANGULATION STATION DISK
 LH1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1145_STAMPING: COOK 1950
 LH1145_MARK LOGO: CGS
 LH1145_PROJECTION: RECESSED 5 CENTIMETERS
 LH1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1145+STABILITY: SURFACE MOTION
 LH1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1145+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2019
 LH1145
 LH1145  HISTORY     - Date     Condition        Report By
 LH1145  HISTORY     - 1963     MONUMENTED       CGS
 LH1145  HISTORY     - 1965     GOOD             USGS
 LH1145  HISTORY     - 1965     GOOD             CGS
 LH1145  HISTORY     - 1973     GOOD             USGS
 LH1145  HISTORY     - 1973     GOOD             NGS
 LH1145  HISTORY     - 20191031 GOOD             NE-109
 LH1145
 LH1145                          STATION DESCRIPTION
 LH1145
 LH1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LH1145'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1145'AS DESCRIBED, EXCEPT THE SURFACE STATION MARK WHICH WAS DISPLACED.
 LH1145'THE UNDERGROUND STATION MARK WAS RECOVERED AT THE BACK EDGE OF A
 LH1145'DITCH.  THE IMMEDIATE AREA WAS SLOPED AND LEVELED, THE UNDERGROUND
 LH1145'STATION WAS LOWERED, AND A SURFACE STATION MARK WAS SET.  A
 LH1145'COMPLETE DESCRIPTION FOLLOWS.
 LH1145'
 LH1145'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAND ISLAND AND 3
 LH1145'MILES SOUTHWEST OF THE SMALL TOWN OF PHILLIPS ON THE NORTH
 LH1145'SIDE OF U.S. HIGHWAY 34 AT A GRAVEL CROSSROADS IN THE SOUTHEAST
 LH1145'CORNER OF SEC. 31, T 11 N., R 8 W., 60 FEET NORTH-NORTHWEST OF
 LH1145'THE INTERSECTION OF U.S. HIGHWAY 34 AND A NORTH-SOUTH GRAVEL
 LH1145'ROAD, 57.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34,
 LH1145'31 FEET WEST OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD, AND 1
 LH1145'FOOT NORTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 LH1145'PROJECTS 2 INCHES AND THE DISK IS STAMPED COOK 1950.
 LH1145'
 LH1145'TO REACH THE STATION FROM THE HALL COUNTY COURTHOUSE IN
 LH1145'GRAND ISLAND, GO SOUTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY
 LH1145'2 FOR 2.5 MILES TO THE JUNCTION OF U.S. HIGHWAY 34.  TURN LEFT AND
 LH1145'GO EAST ON U.S. HIGHWAY 34 AND STATE HIGHWAY 2 FOR 4.7 MILES TO
 LH1145'GRAVEL CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.  THIS
 LH1145'STATION MAY BE REACHED FROM THE SOUTHWEST EDGE OF PHILLIPS
 LH1145'WHERE STATE SPUR 402 CROSSES THE RAILROAD BY GOING SOUTH
 LH1145'ON STATE SPUR 402 FOR 1.7 MILES TO JUNCTION WITH U.S. HIGHWAY
 LH1145'34.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 34 FOR 2.5 MILES TO
 LH1145'GRAVEL CROSSROADS AND THE STATION ON THE RIGHT.
 LH1145'
 LH1145'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTER OF THE
 LH1145'NORTH-SOUTH GRAVEL ROAD, AND 26 FEET NORTH OF THE CENTERLINE
 LH1145'OF U.S. HIGHWAY 34.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LH1145'IS STAMPED COOK NO 1 1950.
 LH1145'
 LH1145'REFERENCE MARK NO. 2 IS 105 FEET WEST OF THE CENTER OF A
 LH1145'NORTH-SOUTH GRAVEL ROAD AND 33.5 FEET NORTH OF THE CENTERLINE
 LH1145'OF U.S. HIGHWAY 34.  THE MARK PROJECTS 1 INCH AND THE DISK
 LH1145'IS STAMPED COOK NO 2 1950.
 LH1145'
 LH1145'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 39 FEET SOUTH
 LH1145'OF THE CENTERLINE OF U.S. HIGHWAY 34, 1 FOOT NORTH OF THE
 LH1145'SOUTH RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A NEW STEEL
 LH1145'WITNESS POST WITH SIGN.  THE MARK PROJECTS 2 INCHES AND THE
 LH1145'DISK IS STAMPED COOK 1950.
 LH1145'
 LH1145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LH1145'HIGHWAY 34 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LH1145'AS DESCRIBED.
 LH1145'
 LH1145'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LH1145
 LH1145                          STATION RECOVERY (1965)
 LH1145
 LH1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LH1145'RM 2 WAS DESTROYED BETWEEN MAY AND JUNE OF 1965.  IT HAS BEEN
 LH1145'HIT BY HEAVY MACHINE THAT HAS LEVELED THE GROUND.  THE TOP
 LH1145'HAS BEEN BROKEN AND THE REST OF THE POST HAS BEEN MOVED
 LH1145'FROM WHERE IT WAS WHEN WE LOOKED UP CONTROL IN MAY.  THIS
 LH1145'MARK HAD LEVELS RUN BY U.S.G.S., BUT WAS A USC AND GS R.M.
 LH1145'AND SET IN 1950.
 LH1145
 LH1145                          STATION RECOVERY (1965)
 LH1145
 LH1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1145'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 LH1145'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 LH1145'NO. 2 WAS FOUND DESTROYED BY ROAD CONSTRUCTION.  DUE TO ROAD
 LH1145'CONSTRUCTION ON U.S. HIGHWAY 34 THE AZIMUTH MARK HAD TO BE
 LH1145'RESET.
 LH1145'
 LH1145'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET BY THIS PARTY.
 LH1145'
 LH1145'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1145'
 LH1145'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAND ISLAND,
 LH1145'3 MILES SOUTHWEST OF THE SMALL TOWN OF PHILLIPS, IN THE NORTHWEST
 LH1145'ANGLE OF A CROSSROAD, AND IN THE SOUTHEAST QUARTER OF SECTION
 LH1145'31, T 11 N, R 8 W.
 LH1145'
 LH1145'THE STATION SURFACE MARK, A STANDARD DISK STAMPED COOK 1950,
 LH1145'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1145'INCHES.  IT IS 60 FEET NORTH-NORTHWEST OF THE INTERSECTION OF
 LH1145'U.S. HIGHWAY 34 AND A NORTH-SOUTH GRAVEL ROAD, 57.5 FEET NORTH
 LH1145'OF THE CENTERLINE OF U.S. HIGHWAY 34, 31 FEET WEST OF THE
 LH1145'CENTER OF THE NORTH-SOUTH GRAVEL ROAD, AND 1 FOOT NORTH OF A
 LH1145'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1145'
 LH1145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOK NO 1 1950,
 LH1145'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LH1145'INCHES.  IT IS 49 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LH1145'GRAVEL ROAD AND 26 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 LH1145'34.
 LH1145'
 LH1145'REFERENCE MARK NO. 3 A STANDARD DISK STAMPED COOK NO 3 1950, IS
 LH1145'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LH1145'IT IS 94.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL
 LH1145'ROAD AND 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34.
 LH1145'
 LH1145'AZIMUTH MARK, A STANDARD DISK STAMPED COOK 1950 RESET 1965, IS
 LH1145'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LH1145'IT IS 75 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34, 1.5 FEET
 LH1145'WEST OF A METAL WITNESS POST, AND ON THE EXTREME SOUTH EDGE
 LH1145'OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 34.
 LH1145'
 LH1145'TO REACH THE STATION FROM THE HALL COUNTY COURTHOUSE IN GRAND
 LH1145'ISLAND, GO SOUTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY 2 FOR 2.5
 LH1145'MILES TO THE JUNCTION OF HIGHWAY 34.  TURN LEFT AND GO EAST
 LH1145'ON HIGHWAY 34 FOR 4.7 MILES TO A GRAVEL CROSSROAD AND THE
 LH1145'STATION ON THE LEFT.
 LH1145'
 LH1145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LH1145'HIGHWAY 34 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 LH1145
 LH1145                          STATION RECOVERY (1973)
 LH1145
 LH1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH1145'STATION WAS RECOVERED IN GOOD CONDITION.  R.M. 1 HAS BEEN
 LH1145'BROKEN OFF.  THE STEM REMAINS AND CONCRETE POST APPARENTLY
 LH1145'UNDISTURBED R.M. 3 HAS BEEN HIT.  DISK IS STILL IN PLACE.
 LH1145'MEASURED DISTANCE IS 73.65 FT.
 LH1145
 LH1145                          STATION RECOVERY (1973)
 LH1145
 LH1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1145'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LH1145'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 3 WERE FOUND DESTROYED.
 LH1145'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED THIS DATE.  THE 1965
 LH1145'DESCRIPTION AND ROUTE TO REACH THE STATION IS ADEQUATE FOR
 LH1145'RECOVERY.
 LH1145'
 LH1145'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND A
 LH1145'DESCRIPTION FOR REFERENCE MARKS 4 AND 5.
 LH1145'
 LH1145'THE STATION MARK IS 7 FEET EAST-SOUTHEAST OF A CONCRETE
 LH1145'RIGHT-OF-WAY MARKER THAT PROJECTS 2 FEET AND 1 FOOT EAST
 LH1145'OF A NEW METAL WITNESS POST.
 LH1145'
 LH1145'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COOK 1950 NO 4 1973,
 LH1145'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LH1145'FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET EAST OF THE
 LH1145'CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND 26 FEET NORTH OF THE
 LH1145'CENTER OF U.S. HIGHWAY 34.
 LH1145'
 LH1145'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COOK 1950 NO 5 1973,
 LH1145'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 LH1145'WITH THE GROUND SURFACE.  IT IS 94.5 FEET WEST OF THE CENTER OF
 LH1145'NORTH-SOUTH GRAVELED ROAD AND 32 FEET NORTH OF THE CENTER OF
 LH1145'U.S. HIGHWAY 34.
 LH1145'
 LH1145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTHWEST
 LH1145'OF PHILLIPS.
 LH1145
 LH1145                          STATION RECOVERY (2019)
 LH1145
 LH1145'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1145'IT IS 1.5 FT (0.5 M) EAST OF AN IRON U-POST WITH WITNESS SIGN, 6.2 FT
 LH1145'(1.9 M) NORTH OF A ROAD SIGN POST, 7.0 FT (2.1 M) EAST-SOUTHEAST OF A
 LH1145'CONCRETE R.O.W. MARKER, 8.7 FT (2.7 M) EAST-SOUTHEAST OF A POWER POLE,
 LH1145'31.0 FT (9.4 M) WEST OF THE CENTERLINE OF COUNTY ROAD B AND 57.5 FT
 LH1145'(17.5 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 LH1145'HIGHWAY 34.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1174 ***********************************************************************
 ML1174  DESIGNATION -  COOLEY
 ML1174  PID         -  ML1174
 ML1174  STATE/COUNTY-  NE/BLAINE
 ML1174  COUNTRY     -  US
 ML1174  USGS QUAD   -  BREWSTER SE (2017)
 ML1174
 ML1174                         *CURRENT SURVEY CONTROL
 ML1174  ______________________________________________________________________
 ML1174* NAD 83(1995) POSITION- 41 49 57.29057(N) 099 48 36.87824(W)   ADJUSTED
 ML1174* NAD 83(1995) ELLIP HT-   814.242 (meters)        (06/27/02)   ADJUSTED
 ML1174* NAVD 88 ORTHO HEIGHT -   836.7   (meters)     2745.    (feet) VERTCON
 ML1174  ______________________________________________________________________
 ML1174  GEOID HEIGHT    -        -22.447 (meters)                     GEOID18
 ML1174  NAD 83(1995) X  -   -811,040.649 (meters)                     COMP
 ML1174  NAD 83(1995) Y  - -4,690,424.546 (meters)                     COMP
 ML1174  NAD 83(1995) Z  -  4,232,309.563 (meters)                     COMP
 ML1174  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 ML1174  HORZ ORDER      -  FIRST
 ML1174  ELLP ORDER      -  FOURTH    CLASS I
 ML1174
 ML1174.The horizontal coordinates were established by classical geodetic methods
 ML1174.and adjusted by the National Geodetic Survey in August 1997.
 ML1174
 ML1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1174
 ML1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1174.GEOID18 height accuracy estimate available here.
 ML1174
 ML1174.Click photographs - Photos may exist for this station.
 ML1174
 ML1174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1174
 ML1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1174
 ML1174.The ellipsoidal height was determined by GPS observations
 ML1174.and is referenced to NAD 83.
 ML1174
 ML1174. The following values were computed from the NAD 83(1995) position.
 ML1174
 ML1174;                    North         East     Units Scale Factor Converg.
 ML1174;SPC NE       -   221,985.611   515,757.436   MT  0.99967481   +0 07 32.7
 ML1174;SPC NE       -   728,297.79  1,692,114.19   sFT  0.99967481   +0 07 32.7
 ML1174;UTM  14      - 4,631,505.411   432,721.667   MT  0.99965570   -0 32 25.5
 ML1174
 ML1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1174!SPC NE       -   0.99987231  x   0.99967481  =   0.99954716
 ML1174!UTM  14      -   0.99987231  x   0.99965570  =   0.99952805
 ML1174
 ML1174:                Primary Azimuth Mark                     Grid Az
 ML1174:SPC NE       -  COOLEY AZ MK                             340 46 18.9
 ML1174:UTM  14      -  COOLEY AZ MK                             341 26 17.1
 ML1174
 ML1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM3272131505(NAD 83)
 ML1174
 ML1174|---------------------------------------------------------------------|
 ML1174| PID    Reference Object                     Distance      Geod. Az  |
 ML1174|                                                           dddmmss.s |
 ML1174| CN9009 COOLEY RM 1                          22.997 METERS 25852     |
 ML1174| CN9008 COOLEY AZ MK                                       3405351.6 |
 ML1174| CN9010 COOLEY RM 2                          16.279 METERS 34619     |
 ML1174|---------------------------------------------------------------------|
 ML1174
 ML1174                          SUPERSEDED SURVEY CONTROL
 ML1174
 ML1174  ELLIP H (08/18/97)  814.274  (m)                       GP(       ) 4 1
 ML1174  NAD 83(1986)-  41 49 57.29858(N)    099 48 36.88558(W) AD(       ) 1
 ML1174  NAD 27      -  41 49 57.29400(N)    099 48 35.43800(W) AD(       ) 1
 ML1174  NGVD 29 (07/19/86)  836.4    (m)         2744.     (f) VERT ANG       
 ML1174
 ML1174.Superseded values are not recommended for survey control.
 ML1174
 ML1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1174.See file dsdata.pdf to determine how the superseded data were derived.
 ML1174
 ML1174_MARKER: DS = TRIANGULATION STATION DISK
 ML1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1174_STAMPING: COOLEY 1934
 ML1174_MARK LOGO: CGS
 ML1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1174+STABILITY: SURFACE MOTION
 ML1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1174+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 ML1174
 ML1174  HISTORY     - Date     Condition        Report By
 ML1174  HISTORY     - 1934     MONUMENTED       CGS
 ML1174  HISTORY     - 1934     GOOD             CGS
 ML1174  HISTORY     - 1960     GOOD             CGS
 ML1174  HISTORY     - 1973     GOOD             NGS
 ML1174  HISTORY     - 19890522 GOOD             NGS
 ML1174
 ML1174                          STATION DESCRIPTION
 ML1174
 ML1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1174'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 36, T. 22
 ML1174'N., R. 22 W., ABOUT 15.5 MILES NORTH OF EAST OF DUNNING,
 ML1174'ABOUT 8.0 MILES SOUTH-SOUTHEAST OF BREWSTER, AND ABOUT 1.0 MILE
 ML1174'SOUTH-SOUTHWEST OF THE HOME OF MR. C.M. COOLEY.  STATION IS
 ML1174'ON A RIDGE ON HIGHEST POINT IN THE VICINITY, ABOUT 1000 FEET
 ML1174'SOUTH OF A WINDMILL, AND PROJECTS 2 INCHES ABOVE THE GROUND.
 ML1174'
 ML1174'TO REACH FROM MILBURN POST OFFICE, GO NORTH 1.0 MILE, BEAR
 ML1174'LEFT (WEST) GO 0.5 MILE, BEAR RIGHT (NORTH) GO 5.4 MILES, TURN
 ML1174'LEFT (WEST) GO 0.4 MILE, BEAR RIGHT (NORTH) GO 2.0 MILES
 ML1174'TURN RIGHT (NORTH) GO 2.6 MILES TO BOTTOM OF HILL, WHERE
 ML1174'ROAD TURNS SHARP TO LEFT.  TURN RIGHT (EAST) THROUGH GATE IN
 ML1174'FENCE, GO 0.3 MILE TO TWO GATES.  PASS THROUGH NORTH GATE AND GO
 ML1174'EAST ALONG FENCE LINE FOR 0.25 MILE, TURN RIGHT (SOUTH) THROUGH
 ML1174'GATE AND GO 0.6 MILE OVER CATTLE TRAIL TO WINDMILL.  CLIMB
 ML1174'RIDGE TO WEST OF WINDMILL AND FOLLOW SAME TO HIGHEST POINT AND
 ML1174'STATION.
 ML1174'
 ML1174'REFERENCE NO. 1 IS LOCATED 75.65 FEET NORTHWEST OF STATION
 ML1174'AND PROJECTS 4 INCHES ABOVE GROUND.
 ML1174'
 ML1174'REFERENCE MARK NO. 2 IS LOCATED 53.69 FEET NORTH BY EAST OF
 ML1174'STATION AND PROJECTS 4 INCHES ABOVE GROUND.
 ML1174'
 ML1174'AZIMUTH MARK IS LOCATED 1.0 MILE NORTH OF STATION, 45 FEET
 ML1174'SOUTH OF WINDMILL, 55 FEET WEST OF FENCE, 1 FOOT NORTH OF
 ML1174'FENCE, AND PROJECTS 3 INCHES ABOVE GROUND.  TO REACH FROM STATION
 ML1174'FOLLOW RIDGE NORTH FOR 0.2 MILE BACK TO WINDMILL, FOLLOW TRAIL
 ML1174'NORTH FOR 0.6 MILE TO GATE, CONTINUE NORTH FOR 0.3 MILE TO
 ML1174'AZIMUTH MARK IN NORTH SIDE OF BARNYARD AT HOME OF MR. COOLEY.
 ML1174'
 ML1174'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH ARE SET IN SQUARE
 ML1174'CONCRETE POSTS.
 ML1174'
 ML1174'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 ML1174
 ML1174                          STATION RECOVERY (1934)
 ML1174
 ML1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML1174'RECOVERED IN GOOD CONDITION.
 ML1174
 ML1174                          STATION RECOVERY (1960)
 ML1174
 ML1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 ML1174'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ML1174'IN GOOD CONDITION.  A LETTER OF INQUIRY FROM MR. PAUL VAN
 ML1174'NESTE STATED THAT THE AZIMUTH MARK FOR THIS STATION MIGHT BE
 ML1174'AN OBSTACLE.  HIS SON, PHIL VAN NESTE, WAS CONTACTED AT THE
 ML1174'RANCH WHERE THE AZIMUTH MARK IS LOCATED AND HE STATED THAT
 ML1174'THE MARK WAS ALRIGHT.  A NEW TO REACH FOLLOWS.
 ML1174'
 ML1174'TO REACH THE AZIMUTH MARK AND THE VAN NESTE RANCH FROM THE
 ML1174'JUNCTION OF STATE HIGHWAYS 7 AND 91 AT THE SOUTHEAST EDGE OF
 ML1174'BREWSTER, GO SOUTH AND EAST ON A GRADED ROAD FOR 8.2 MILES TO
 ML1174'THE VAN NESTE RANCH MAILBOX ON THE RIGHT AND THE DRIVEWAY TO
 ML1174'THE RANCH.  TURN RIGHT AND FOLLOW RANCH ROAD SOUTH FOR 0.8
 ML1174'MILE TO THE RANCH BUILDINGS AND THE AZIMUTH MARK.  TO REACH THE
 ML1174'STATION FROM THE RANCH, ASK PERMISSION OF MR. PHIL VAN NESTE
 ML1174'AND HE WILL GIVE YOU DIRECTIONS TO THE STATION.
 ML1174
 ML1174                          STATION RECOVERY (1973)
 ML1174
 ML1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1174'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 ML1174'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 ML1174'AND DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE 1934
 ML1174'DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 ML1174'
 ML1174'THE STATION IS LOCATED 15 MILES EAST OF DUNNING, 9 MILES
 ML1174'NORTHWEST OF MILBURN, 7.5 MILES SOUTH-SOUTHEAST OF BREWSTER,
 ML1174'ON TOP OF A LOW RIDGE, ON PROPERTY OWNED BY MR. PHIL VAN NESTE,
 ML1174'WHO LIVES 1.0 MILE NORTH-NORTHWEST OF THE STATION.
 ML1174'
 ML1174'TO REACH THE STATION FROM THE POST OFFICE IN MILBURN, GO NORTH
 ML1174'ON A GRADED GRAVEL ROAD FOR 1.0 MILE TO A FORK AND SIDE ROAD.
 ML1174'BEAR LEFT AND GO WEST AND NORTH ON THE GRADED GRAVEL ROAD FOR
 ML1174'11.0 MILES TO A SIDE ROAD LEFT AND MAILBOX ON A PLOW WITH THE
 ML1174'NAME PHIL VAN NESTE.  TURN LEFT AND GO SOUTH CROSSING A CATTLE
 ML1174'GUARD, FOR 0.8 MILE TO THE SOUTH SIDE OF THE RANCH YARD AND
 ML1174'THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE DRIVEWAY.  TURN
 ML1174'RIGHT AND GO SOUTH TO A RED BOARD GATE THAT IS EAST OF THE
 ML1174'BARN.  PASS THROUGH GATE AND GO SOUTH FOR 50 FEET TO A SECOND
 ML1174'GATE.  PASS THROUGH GATE GOING OUT OF BARNYARD, AND CONTINUE
 ML1174'SOUTH ON TRACK ROAD FOR 0.1 MILE TO THREE-WAY FORK.  TAKE THE
 ML1174'MIDDLE FORK AND CONTINUE SOUTH UPHILL FOR 0.2 MILE TO A
 ML1174'EAST-WEST FENCE AND GATE.  PASS THROUGH GATE AND GO
 ML1174'SOUTHERLY ON TRACK ROAD FOR 0.6 MILE TO GATE IN NORTH-SOUTH
 ML1174'FENCE, JUST NORTH OF TWO WINDMILLS.  PASS THROUGH GATE AND
 ML1174'GO SOUTHEAST 0.4 MILE ON DIM TRACK ROAD LEADING TO A LOW
 ML1174'NOTCH IN THE HILLSIDE.  CLIMB TO THE NOTCH, THEN TURN SHARP
 ML1174'RIGHT AND GO WEST 0.1 MILE ON THE NORTH SIDE OF THE HILL,
 ML1174'TO THE WEST END OF THE RIDGE.  TURN LEFT AND GO EAST UP THE
 ML1174'RIDGE FOR 0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 ML1174'
 ML1174'THE STATION MARK IS A STANDARD DISK STAMPED COOLEY 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 2.5 FEET ABOVE GROUND.  IT IS 2.9 FEET SOUTHWEST
 ML1174'OF A WITNESS POST WITH SIGN, AND ABOUT 10.0 FEET WEST OF THE
 ML1174'HIGHEST POINT OF THE HILL.
 ML1174'
 ML1174'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COOLEY NO 1 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 10 INCHES ON THE LOWER SIDE OF THE HILL.  IT IS 79.1
 ML1174'FEET SOUTHWEST OF A WITNESS POST WITH SIGN, AND ABOUT 10 FEET
 ML1174'LOWER THEN THE STATION.
 ML1174'
 ML1174'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COOLEY NO 2 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 8 INCHES ABOVE GROUND, ON THE LOWER SIDE OF THE
 ML1174'HILL.  IT IS 53.8 FEET NORTHWEST OF A WITNESS POST WITH SIGN,
 ML1174'AND ABOUT 6 FEET LOWER THEN THE STATION.
 ML1174'
 ML1174'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COOLEY AZI 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 10 INCHES ABOVE GROUND.  IT IS 38.5 FEET EAST OF A WHITE
 ML1174'YARD FENCE, 38.5 FEET NORTH OF A TRACK ROAD, AND 5.5 FEET
 ML1174'SOUTHEAST OF AN ELM TREE.
 ML1174'
 ML1174'HEIGHT OF LIGHT ABOVE STATION MARK 13.5 FEET.
 ML1174'
 ML1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 ML1174'SOUTH-SOUTHEAST OF BREWSTER
 ML1174
 ML1174                          STATION RECOVERY (1989)
 ML1174
 ML1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1174'THE STATION IS LOCATED ABOUT 24.9 KM (15.45 MI) EAST OF DUNNING, 12.9
 ML1174'KM (8.00 MI) SOUTHEAST OF BREWSTER, 0.48 KM (0.30 MI) SOUTHEAST OF A
 ML1174'WINDMILL AND WATER TANK IN A PASTURE.  OWNERSHIP--PHILLIP VAN NESTE,
 ML1174'BOX 53, MILBURN, NE 68857, TELEPHONE IS 308-547-2426.
 ML1174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7, STATE
 ML1174'HIGHWAY 91 AND A PAVED ROAD SOUTH, AT THE SOUTHEAST EDGE OF BREWSTER,
 ML1174'GO SOUTH ON THE PAVED THEN GRAVELED ROAD FOR 6.9 KM (4.30 MI) TO A
 ML1174'ROAD RIGHT.  CONTINUE AHEAD AND GO EASTERLY ALONG THE GRAVELED ROAD
 ML1174'FOR 0.95 KM (0.60 MI) TO A CURVE SOUTH.  CONTINUE SOUTH FOR 1.6 KM
 ML1174'(1.00 MI) TO A CURVE EAST.  CONTINUE EAST FOR 2.0 KM (1.25 MI) TO A
 ML1174'RANCH ROAD ON THE RIGHT TO THE VAN NESTE HOMESTEAD.  TURN RIGHT AND GO
 ML1174'SOUTH FOR 1.2 KM (0.75 MI) TO A RANCH HOUSE AND A CORRAL AT THE EAST
 ML1174'END OF A BARN.  TURN RIGHT AND PASS THROUGH 2 WOODEN GATES OF THE
 ML1174'CORRAL AND GO SOUTH ON A TRACK ROAD FOR 0.48 KM (0.30 MI) TO A WIRE
 ML1174'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON A ROUGH TRACK
 ML1174'ROAD FOR 0.97 KM (0.60 MI) TO A WINDMILL.  KEEP WEST OF THE WINDMILL
 ML1174'AND GO SOUTH THEN EASTERLY, ROUNDING A KNOLL SOUTH OF THE WINDMILL,
 ML1174'THEN MAKE WAY TO THE HIGHEST AND EAST-NORTHEAST POINT OF A RIDGE AND
 ML1174'THE STATION.
 ML1174'THE STATION MARK IS SET 23.25 M (76.3 FT) EAST-NORTHEAST OF A CGS
 ML1174'REFERENCE MARK DISK STAMPED ---COOLEY NO1 1934---, 16.4 M (53.8 FT)
 ML1174'SOUTH-SOUTHEAST OF A CGS REFERENCE MARK DISK STAMPED ---COOLEY NO2
 ML1174'1934---, 0.9 M (3.0 FT) WEST-SOUTHWEST OF A WITNESS POST AND PROJECTS
 ML1174'0.45 M (1.5 FT) ABOVE THE SURFACE.
 ML1174'DESCRIBED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2018 ***********************************************************************
 MK2018  DESIGNATION -  COOP
 MK2018  PID         -  MK2018
 MK2018  STATE/COUNTY-  NE/SAUNDERS
 MK2018  COUNTRY     -  US
 MK2018  USGS QUAD   -  MEAD (2017)
 MK2018
 MK2018                         *CURRENT SURVEY CONTROL
 MK2018  ______________________________________________________________________
 MK2018* NAD 83(1995) POSITION- 41 13 41.03824(N) 096 29 06.55906(W)   ADJUSTED
 MK2018* NAVD 88 ORTHO HEIGHT -   367.    (meters)     1204.    (feet) SCALED
 MK2018  ______________________________________________________________________
 MK2018  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 MK2018  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 MK2018  HORZ ORDER      -  SECOND
 MK2018
 MK2018.The horizontal coordinates were established by classical geodetic methods
 MK2018.and adjusted by the National Geodetic Survey in August 1997.
 MK2018
 MK2018.The orthometric height was scaled from a topographic map.
 MK2018
 MK2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2018.GEOID18 height accuracy estimate available here.
 MK2018
 MK2018.Click photographs - Photos may exist for this station.
 MK2018
 MK2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2018
 MK2018. The following values were computed from the NAD 83(1995) position.
 MK2018
 MK2018;                    North         East     Units Scale Factor Converg.
 MK2018;SPC NE       -   160,838.526   794,522.104   MT  0.99967029   +2 19 45.4
 MK2018;SPC NE       -   527,684.40  2,606,694.60   sFT  0.99967029   +2 19 45.4
 MK2018;UTM  14      - 4,567,124.811   710,780.580   MT  1.00014682   +1 39 28.9
 MK2018
 MK2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2018!SPC NE       -   0.99994666  x   0.99967029  =   0.99961697
 MK2018!UTM  14      -   0.99994666  x   1.00014682  =   1.00009347
 MK2018
 MK2018:                Primary Azimuth Mark                     Grid Az
 MK2018:SPC NE       -  STORM                                    090 28 30.2
 MK2018:UTM  14      -  STORM                                    091 08 46.7
 MK2018
 MK2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1078067124(NAD 83)
 MK2018
 MK2018|---------------------------------------------------------------------|
 MK2018| PID    Reference Object                     Distance      Geod. Az  |
 MK2018|                                                           dddmmss.s |
 MK2018| CL6270 COOP RM 1                                          06828     |
 MK2018| MK2019 YUTAN MUNICIPAL TANK                APPROX. 7.3 KM 0743016.1 |
 MK2018| MK2016 STORM                               APPROX. 3.4 KM 0924815.6 |
 MK2018| CL6271 COOP RM 2                                          09943     |
 MK2018| MK2017 MEAD MUNICIPAL TANK                 243.002 METERS 22003     |
 MK2018|---------------------------------------------------------------------|
 MK2018
 MK2018                          SUPERSEDED SURVEY CONTROL
 MK2018
 MK2018  NAD 83(1986)-  41 13 41.04861(N)    096 29 06.56163(W) AD(       ) 2
 MK2018  NAD 27      -  41 13 41.04074(N)    096 29 05.46667(W) AD(       ) 2
 MK2018
 MK2018.Superseded values are not recommended for survey control.
 MK2018
 MK2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2018.See file dsdata.pdf to determine how the superseded data were derived.
 MK2018
 MK2018_MARKER: DS = TRIANGULATION STATION DISK
 MK2018_SETTING: 0 = UNSPECIFIED SETTING
 MK2018
 MK2018  HISTORY     - Date     Condition        Report By
 MK2018  HISTORY     - 1959     MONUMENTED       CGS
 MK2018  HISTORY     - 1961     GOOD             CGS
 MK2018  HISTORY     - 1967     GOOD             USGS
 MK2018  HISTORY     - 1970     GOOD             NGS
 MK2018
 MK2018                          STATION DESCRIPTION
 MK2018
 MK2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2018'THE STATION IS LOCATED IN THE TOWN OF MEAD, ON THE TOP OF ONE OF
 MK2018'THE GRAIN BINS OF THE MEAD CO-OP GRAIN ELEVATOR.  IT IS THE
 MK2018'TALLER AND LARGER ONE OF TWO GRAIN ELEVATORS IN THE TOWN OF MEAD.
 MK2018'
 MK2018'THE STATION IS A STANDARD DISK STAMPED COOP 1959 SET IN A DRILL
 MK2018'HOLE IN THE CONCRETE FLOORING WHICH COVERS THE TOP OF THE GRAIN
 MK2018'BINS.  IT IS 20.4 FEET SOUTHEAST OF THE SOUTH EDGE OF A WINDOW,
 MK2018'12.9 FEET EAST-NORTHEAST OF THE EAST EDGE OF A DOOR LEADING
 MK2018'OUT OF THE ELEVATOR ON THE TOP AND EAST EDGE OF THE GRAIN BINS.
 MK2018
 MK2018                          STATION RECOVERY (1961)
 MK2018
 MK2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2018'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK2018'THE MARK, A STANDARD DISK STAMPED COOP 1959, IS CEMENTED IN A
 MK2018'DRILL HOLE IN THE CONCRETE TOP OF THE FARMERS CO-OP GRAIN ELEVATOR
 MK2018'IN MEAD.  IT IS IN THE SOUTHEAST PORTION OF THE ROOF OF THE
 MK2018'STRUCTURE, 22.85 FEET SOUTH-SOUTHWEST OF A 1/2 INCH STEEL ROD
 MK2018'PROJECTING 4 FEET ABOVE THE NORTHEAST EDGE OF THE ROOF, 21.5
 MK2018'FEET NORTH OF THE SOUTH EDGE OF THE SOUTHEAST GRAIN BIN, 12.8
 MK2018'FEET EAST OF THE NORTHEAST EDGE OF THE DOOR IN THE SOUTHEAST
 MK2018'FACE OF THE HEAD-HOUSE, 7.25 FEET WEST OF A CROSS CHISELED IN
 MK2018'THE EAST EDGE OF THE ROOF AND 4.5 FEET SOUTHEAST OF A STEEL
 MK2018'LID, 30 INCHES IN DIAMETER, WITH A NUMBER 3 PAINTED UPON ITS
 MK2018'SURFACE.  WHEN NOT IN USE THE MARK IS COVERED WITH SAND AND
 MK2018'GRAVEL.
 MK2018'
 MK2018'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED THIS YEAR.  THEY ARE
 MK2018'SITUATED ON THE NORTH AND SOUTH SIDES OF THE EAST ENTRANCE
 MK2018'ROAD TO THE GRAIN ELEVATOR.
 MK2018'
 MK2018'REFERENCE MARK 1, A STANDARD DISK STAMPED COOP NO 1 1959, IS SET
 MK2018'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 MK2018'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 38.0 FEET
 MK2018'NORTH OF THE CENTER OF THE ROAD, 38.0 FEET SOUTHEAST OF A
 MK2018'RAILROAD SIDING SWITCH AND 2.0 FEET NORTHWEST OF A METAL WITNESS
 MK2018'POST WITH SIGN.
 MK2018'
 MK2018'AN UNDERGROUND MARK WAS SET AT REFERENCE MARK 1.  IT IS A
 MK2018'STANDARD REFERENCE MARK DISK, STAMPED COOP NO 1 1959, SET IN
 MK2018'THE TOP OF A MASS OF CONCRETE 43 INCHES BELOW THE SURFACE OF
 MK2018'THE GROUND.
 MK2018'
 MK2018'REFERENCE MARK 2, A STANDARD DISK STAMPED COOP NO 2 1959, IS SET
 MK2018'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 MK2018'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 113.0 FEET
 MK2018'SOUTH OF THE CENTER OF THE ROAD AND 1.5 FEET NORTHWEST OF A
 MK2018'NORTHEAST FENCE CORNER.
 MK2018'
 MK2018'REFERENCE MARKS 1 AND 2 WERE OCCUPPIED.
 MK2018'
 MK2018'A SMALL SELF-OPERATING ELEVATOR WAS USED TO REACH THE STATION.
 MK2018'PERMISSION TO USE THIS FACILITY CAN BE OBTAINED FROM THE MANAGER
 MK2018'AT THE CO-OP ELEVATOR.
 MK2018
 MK2018                          STATION RECOVERY (1967)
 MK2018
 MK2018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GLD)
 MK2018'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 MK2018'CONDITION.  THERE IS NO AZIMUTH MARK.  THE OLD DESCRIPTION ADEQUATE.
 MK2018
 MK2018                          STATION RECOVERY (1970)
 MK2018
 MK2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MK2018'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MK2018'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 MK2018'FOUND ADEQUATE FOR RECOVERY.
 MK2018'
 MK2018'A BUILDING IS BEING CONSTRUCTED NEAR REFERENCE MARK NO. 1 AND THE
 MK2018'MARK WILL BE ABOUT 5 FEET NORTH OF THE WEST SIDE OF THE BUILDING.
 MK2018'
 MK2018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1089 ***********************************************************************
 ML1089  DESIGNATION -  CORDING
 ML1089  PID         -  ML1089
 ML1089  STATE/COUNTY-  NE/HOWARD
 ML1089  COUNTRY     -  US
 ML1089  USGS QUAD   -  CUSHING (2017)
 ML1089
 ML1089                         *CURRENT SURVEY CONTROL
 ML1089  ______________________________________________________________________
 ML1089* NAD 83(1995) POSITION- 41 17 28.93202(N) 098 18 16.77779(W)   ADJUSTED
 ML1089* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 ML1089  ______________________________________________________________________
 ML1089  GEOID HEIGHT    -        -24.730 (meters)                     GEOID18
 ML1089  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 ML1089  HORZ ORDER      -  THIRD
 ML1089
 ML1089.The horizontal coordinates were established by classical geodetic methods
 ML1089.and adjusted by the National Geodetic Survey in August 1997.
 ML1089
 ML1089.The orthometric height was scaled from a topographic map.
 ML1089
 ML1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1089.GEOID18 height accuracy estimate available here.
 ML1089
 ML1089.Click photographs - Photos may exist for this station.
 ML1089
 ML1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1089
 ML1089. The following values were computed from the NAD 83(1995) position.
 ML1089
 ML1089;                    North         East     Units Scale Factor Converg.
 ML1089;SPC NE       -   163,270.921   641,951.124   MT  0.99966557   +1 07 24.6
 ML1089;SPC NE       -   535,664.68  2,106,134.65   sFT  0.99966557   +1 07 24.6
 ML1089;UTM  14      - 4,571,335.851   558,221.019   MT  0.99964172   +0 27 31.9
 ML1089
 ML1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1089!SPC NE       -   0.99991036  x   0.99966557  =   0.99957596
 ML1089!UTM  14      -   0.99991036  x   0.99964172  =   0.99955212
 ML1089
 ML1089:                Primary Azimuth Mark                     Grid Az
 ML1089:SPC NE       -  CORDING AZ MK                            198 48 39.7
 ML1089:UTM  14      -  CORDING AZ MK                            199 28 32.4
 ML1089
 ML1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5822171335(NAD 83)
 ML1089
 ML1089|---------------------------------------------------------------------|
 ML1089| PID    Reference Object                     Distance      Geod. Az  |
 ML1089|                                                           dddmmss.s |
 ML1089| CN9028 CORDING RM 1                         13.688 METERS 03050     |
 ML1089| ML1090 L 11 9                               11.008 METERS 12955     |
 ML1089| CN9027 CORDING AZ MK                                      1995604.3 |
 ML1089|---------------------------------------------------------------------|
 ML1089
 ML1089                          SUPERSEDED SURVEY CONTROL
 ML1089
 ML1089  NAD 83(1986)-  41 17 28.93879(N)    098 18 16.78158(W) AD(       ) 3
 ML1089  NAD 27      -  41 17 28.89400(N)    098 18 15.54600(W) AD(       ) 3
 ML1089
 ML1089.Superseded values are not recommended for survey control.
 ML1089
 ML1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1089.See file dsdata.pdf to determine how the superseded data were derived.
 ML1089
 ML1089_MARKER: DS = TRIANGULATION STATION DISK
 ML1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1089
 ML1089  HISTORY     - Date     Condition        Report By
 ML1089  HISTORY     - 1950     MONUMENTED       CGS
 ML1089
 ML1089                          STATION DESCRIPTION
 ML1089
 ML1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1089'THE STATION IS LOCATED ABOUT 8 MILES NORTWEST OF PALMER AND
 ML1089'4 MILES EAST OF CUSHING, ON THE CREST OF A PROMINENT HILL
 ML1089'WHICH IS ABOUT 0.5 MILE NORTH OF AN EAST-WEST DIRT ROAD.
 ML1089'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CORDING
 ML1089'1950.
 ML1089'
 ML1089'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  THE MARK
 ML1089'PROJECTS 6 INCHES AND THE DISK IS STAMPED CORDING NO 1 1950.
 ML1089'
 ML1089'BM L-11-9 (USBR) (R.M. NO. 2) IS SOUTHEAST OF THE STATION.
 ML1089'IT IS A BUREAU OF RECLAIMATION DISK SET IN TOP OF A 6 BY 6
 ML1089'INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  THE DISK IS
 ML1089'STAMPED L-11-9.
 ML1089'
 ML1089'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF AN EAST-WEST
 ML1089'DIRT ROAD, 5 FEET WEST OF A WITNESS POST, 3 FEET EAST-NORTHEAST
 ML1089'OF A POWER LINE BRACE POLE AND 1-1/2 FEET NORTH OF A RIGHT-OF-WAY
 ML1089'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ML1089'CORDING 1950.
 ML1089'
 ML1089'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML1089'CORDING TO BM L-11-9 (USBR).  THE DISTANCE IS AS SHOWN ABOVE.
 ML1089'
 ML1089'TO REACH THE STATION FROM THE POST OFFICE IN PALMER, GO EAST
 ML1089'ON THE MAIN STREET FOR 0.35 MILE TO A GRAVEL ROAD.  TURN LEFT
 ML1089'AND GO NORTH FOR 3.65 MILES TO THE LOUP RIVER BRIDGE.  CROSS
 ML1089'THE BRIDGE, TAKE LEFT FORK AND GO NORTH FOR 0.75 MILE TO A
 ML1089'DIRT CROSS ROAD.  TURN LEFT AND GO WEST FOR 3.15 MILES TO A
 ML1089'WIRE GATE ON THE LEFT.  TURN RIGHT, PASS THROUGH GATE, TURN
 ML1089'RIGHT AND GO EAST ALONG NORTH SIDE OF A FENCE ON A DIM TRACK
 ML1089'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  TURN
 ML1089'LEFT AND GO NORTHERLY OVER A DIM PASTURE ROAD FOR 0.4 MILE
 ML1089'TO A WIRE FENCE.  THE STATION IS ABOUT 0.15 MILE NORTHWEST
 ML1089'OF THIS FENCE, AND ON THE CREST OF THE HILL.
 ML1089'
 ML1089'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0863 ***********************************************************************
 LG0863  DESIGNATION -  CORDING
 LG0863  PID         -  LG0863
 LG0863  STATE/COUNTY-  NE/THAYER
 LG0863  COUNTRY     -  US
 LG0863  USGS QUAD   -  HEBRON (2017)
 LG0863
 LG0863                         *CURRENT SURVEY CONTROL
 LG0863  ______________________________________________________________________
 LG0863* NAD 83(1995) POSITION- 40 10 36.26140(N) 097 34 34.23497(W)   ADJUSTED
 LG0863* NAVD 88 ORTHO HEIGHT -   476.    (meters)     1562.    (feet) SCALED
 LG0863  ______________________________________________________________________
 LG0863  GEOID HEIGHT    -        -26.736 (meters)                     GEOID18
 LG0863  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 LG0863  HORZ ORDER      -  FIRST
 LG0863
 LG0863.The horizontal coordinates were established by classical geodetic methods
 LG0863.and adjusted by the National Geodetic Survey in August 1997.
 LG0863
 LG0863.The orthometric height was scaled from a topographic map.
 LG0863
 LG0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0863.GEOID18 height accuracy estimate available here.
 LG0863
 LG0863.Click photographs - Photos may exist for this station.
 LG0863
 LG0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0863
 LG0863. The following values were computed from the NAD 83(1995) position.
 LG0863
 LG0863;                    North         East     Units Scale Factor Converg.
 LG0863;SPC NE       -    41,023.343   706,402.466   MT  0.99992479   +1 36 22.5
 LG0863;SPC NE       -   134,590.75  2,317,588.76   sFT  0.99992479   +1 36 22.5
 LG0863;UTM  14      - 4,448,345.713   621,225.352   MT  0.99978090   +0 55 07.3
 LG0863
 LG0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0863!SPC NE       -   0.99992950  x   0.99992479  =   0.99985430
 LG0863!UTM  14      -   0.99992950  x   0.99978090  =   0.99971042
 LG0863
 LG0863:                Primary Azimuth Mark                     Grid Az
 LG0863:SPC NE       -  CORDING AZ MK                            263 59 44.3
 LG0863:UTM  14      -  CORDING AZ MK                            264 40 59.5
 LG0863
 LG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2122548345(NAD 83)
 LG0863
 LG0863|---------------------------------------------------------------------|
 LG0863| PID    Reference Object                     Distance      Geod. Az  |
 LG0863|                                                           dddmmss.s |
 LG0863| LG0852 BRUNING MUNICIPAL TANK              APPROX.17.6 KM 0024647.0 |
 LG0863| LG0854 BELVIDERE MUNICIPAL TANK            APPROX. 8.8 KM 0101628.1 |
 LG0863| CN9025 CORDING RM 1                         20.532 METERS 07120     |
 LG0863| LG0833 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.13.4 KM 1234101.6 |
 LG0863| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX. 0.8 KM 2080441.6 |
 LG0863| LG0862 HEBRON THAYER CO CH FLAGSTAFF       APPROX. 1.6 KM 2333253.7 |
 LG0863| LG0878 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.19.2 KM 2645937.6 |
 LG0863| CN9024 CORDING AZ MK                                      2653606.8 |
 LG0863| LG0855 CARLETON MUNICIPAL TANK             APPROX.16.6 KM 3290719.1 |
 LG0863| CN9026 CORDING RM 2                         22.305 METERS 33601     |
 LG0863|---------------------------------------------------------------------|
 LG0863
 LG0863                          SUPERSEDED SURVEY CONTROL
 LG0863
 LG0863  NAD 83(1986)-  40 10 36.26707(N)    097 34 34.23519(W) AD(       ) 1
 LG0863  NAD 27      -  40 10 36.26000(N)    097 34 33.09600(W) AD(       ) 1
 LG0863
 LG0863.Superseded values are not recommended for survey control.
 LG0863
 LG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0863.See file dsdata.pdf to determine how the superseded data were derived.
 LG0863
 LG0863_MARKER: DS = TRIANGULATION STATION DISK
 LG0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0863_STAMPING: CORDING 1947
 LG0863_MARK LOGO: CGS
 LG0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0863+STABILITY: SURFACE MOTION
 LG0863
 LG0863  HISTORY     - Date     Condition        Report By
 LG0863  HISTORY     - 1947     MONUMENTED       CGS
 LG0863  HISTORY     - 1950     GOOD             CGS
 LG0863  HISTORY     - 1963     GOOD             CGS
 LG0863
 LG0863                          STATION DESCRIPTION
 LG0863
 LG0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0863'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF HEBRON ALONG THE
 LG0863'NORTH EDGE OF A CULTIVATED FIELD.  THE MARK, STAMPED CORDING 1947,
 LG0863'IS 63 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM YARD,
 LG0863'45 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO A FARM HOUSE
 LG0863'AND SET 1 FOOT BELOW THE SURFACE.
 LG0863'
 LG0863'REFERENCE MARK NO. 1, STAMPED CORDING NO 1 1947, IS 69 FEET
 LG0863'SOUTHEAST OF THE SOUTHEAST FENCE CORNER OF THE FARM YARD, 45
 LG0863'FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A FARM BUILDING
 LG0863'AND IS SET FLUSH WITH THE GROUND.
 LG0863'
 LG0863'REFERENCE MARK NO. 2, STAMPED CORDING NO 2 1947, IS 39 FEET WEST
 LG0863'OF A FENCE CORNER, 21 FEET NORTH OF THE CENTER LINE OF THE
 LG0863'DRIVEWAY TO A FARM YARD, 6 INCHES SOUTH OF A WIRE FENCE AND
 LG0863'SET FLUSH WITH THE GROUND.
 LG0863'
 LG0863'THE AZIMUTH MARK, STAMPED CORDING 1947, IS 23 FEET SOUTH OF THE
 LG0863'CENTER LINE OF AN EAST-WEST ROAD, 2 FEET EAST OF A WITNESS POST,
 LG0863'2 FEET NORTH OF A T FENCE CORNER AT THE NORTHEAST CORNER OF
 LG0863'HEBRON CEMETERY.  THE MARK PROJECTS 8 INCHES.
 LG0863'
 LG0863'TO REACH THE STATION FROM THE THAYER COUNTY COURTHOUSE IN HEBRON,
 LG0863'GO SOUTH 1 BLOCK TO STATE HIGHWAY NO. 3.  TURN LEFT, EAST, AND
 LG0863'GO 0.7 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 81.  TURN LEFT,
 LG0863'NORTH, ON U.S. HIGHWAY NO. 81 AND GO 0.7 MILES TO A FARM DRIVE
 LG0863'WAY ON THE RIGHT, EAST, AND STATION ALONG FARM DRIVE WAY.
 LG0863'
 LG0863'AZIMUTH MARK IS AT THE NORTHEAST CORNER OF HEBRON CEMETERY.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 10 FEET.
 LG0863'
 LG0863'A 4 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 10 FEET.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION MERIDIAN IS VISIBLE AT 30 FEET.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION CHESTER IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION WEIDEL IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'A 87 FOOT SIGNAL AT STATION HEBRON IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'A 4 FOOT SIGNAL AT STATION DESHLER IS VISIBLE AT 20 FEET.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION LOONTJER IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0863
 LG0863                          STATION RECOVERY (1950)
 LG0863
 LG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0863'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 LG0863'BE IN GOOD CONDITION.
 LG0863'
 LG0863'ORIGINAL DESCRIPTION IS ADEQUATE.
 LG0863'
 LG0863'1950 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 LG0863
 LG0863                          STATION RECOVERY (1963)
 LG0863
 LG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0863'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0863'FOUND IN GOOD CONDITION.  THE STATION IS LOCATED IN THE FARMYARD
 LG0863'OF ED. CORDING, 92 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE
 LG0863'(MAIN PART), 50 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 LG0863'CHICKEN HOUSE, AND 24 FEET WEST-NORTHWEST OF A POWER POLE
 LG0863'WITH A TRANSFORMER.  THE STATION MARK IS ABOUT 14 INCHES BELOW
 LG0863'THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1131 ***********************************************************************
 LG1131  CBN         -  This is a Cooperative Base Network Control Station.
 LG1131  DESIGNATION -  CORN
 LG1131  PID         -  LG1131
 LG1131  STATE/COUNTY-  NE/LANCASTER
 LG1131  COUNTRY     -  US
 LG1131  USGS QUAD   -  DAVEY (2017)
 LG1131
 LG1131                         *CURRENT SURVEY CONTROL
 LG1131  ______________________________________________________________________
 LG1131* NAD 83(2011) POSITION- 40 54 34.47853(N) 096 44 21.36958(W)   ADJUSTED
 LG1131* NAD 83(2011) ELLIP HT-   385.809 (meters)        (06/27/12)   ADJUSTED
 LG1131* NAD 83(2011) EPOCH   -  2010.00
 LG1131* NAVD 88 ORTHO HEIGHT -   412.1   (meters)     1352.    (feet) GPS OBS
 LG1131  ______________________________________________________________________
 LG1131  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG1131  GEOID HEIGHT    -        -26.275 (meters)                     GEOID99
 LG1131  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 LG1131  NAD 83(2011) X  -   -566,509.763 (meters)                     COMP
 LG1131  NAD 83(2011) Y  - -4,794,108.963 (meters)                     COMP
 LG1131  NAD 83(2011) Z  -  4,155,092.086 (meters)                     COMP
 LG1131  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 LG1131
 LG1131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1131  Standards:
 LG1131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1131  -------------------------------------------------------------------
 LG1131  NETWORK    0.72   1.59           0.33   0.24   0.81     -0.01392820
 LG1131  -------------------------------------------------------------------
 LG1131  Click here for local accuracies and other accuracy information.
 LG1131
 LG1131.The horizontal coordinates were established by GPS observations
 LG1131.and adjusted by the National Geodetic Survey in June 2012.
 LG1131
 LG1131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1131.been affixed to the stable North American tectonic plate. See 
 LG1131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1131
 LG1131.The horizontal coordinates are valid at the epoch date displayed above
 LG1131.which is a decimal equivalence of Year/Month/Day.
 LG1131
 LG1131.The orthometric height was determined by GPS observations and a
 LG1131.high-resolution geoid model.
 LG1131
 LG1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1131.GEOID18 height accuracy estimate available here.
 LG1131
 LG1131.Click photographs - Photos may exist for this station.
 LG1131
 LG1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1131
 LG1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1131
 LG1131.The ellipsoidal height was determined by GPS observations
 LG1131.and is referenced to NAD 83.
 LG1131
 LG1131. The following values were computed from the NAD 83(2011) position.
 LG1131
 LG1131;                    North         East     Units Scale Factor Converg.
 LG1131;SPC NE       -   124,670.460   774,572.642   MT  0.99971237   +2 09 39.2
 LG1131;SPC NE       -   409,023.00  2,541,243.74   sFT  0.99971237   +2 09 39.2
 LG1131;UTM  14      - 4,531,179.923   690,397.641   MT  1.00004620   +1 28 51.3
 LG1131
 LG1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1131!SPC NE       -   0.99993949  x   0.99971237  =   0.99965187
 LG1131!UTM  14      -   0.99993949  x   1.00004620  =   0.99998568
 LG1131
 LG1131:                Primary Azimuth Mark                     Grid Az
 LG1131:SPC NE       -  CORN AZ MK                               177 40 14.6
 LG1131:UTM  14      -  CORN AZ MK                               178 21 02.5
 LG1131
 LG1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9039731179(NAD 83)
 LG1131
 LG1131|---------------------------------------------------------------------|
 LG1131| PID    Reference Object                     Distance      Geod. Az  |
 LG1131|                                                           dddmmss.s |
 LG1131| CL6277 CORN RM 1                            13.760 METERS 10827     |
 LG1131| LG1128 LINCOLN RADIO STA KOLN MAST         APPROX.11.7 KM 1462233.6 |
 LG1131| LG1116 LINCOLN ST HWY DEPT RADIO MAST      APPROX.16.9 KM 1692935.9 |
 LG1131| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX.15.1 KM 1772202.9 |
 LG1131| LG1134 CORN AZ MK                          APPROX. 0.7 KM 1794953.8 |
 LG1131| CL6278 CORN RM 2                            13.795 METERS 18634     |
 LG1131| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 7.6 KM 1902323.2 |
 LG1131| CL6279 CORN RM 3                             8.915 METERS 35020     |
 LG1131| LG1136 VORTAC RAYMOND RAY                  APPROX. 1.6 KM 3514050.0 |
 LG1131|---------------------------------------------------------------------|
 LG1131
 LG1131                          SUPERSEDED SURVEY CONTROL
 LG1131
 LG1131  NAD 83(2007)-  40 54 34.47853(N)    096 44 21.37025(W) AD(2002.00) 0
 LG1131  ELLIP H (02/10/07)  385.823  (m)                       GP(2002.00)    
 LG1131  ELLIP H (07/10/01)  385.819  (m)                       GP(       ) 4 1
 LG1131  NAD 83(1992)-  40 54 34.47814(N)    096 44 21.36932(W) AD(       ) B
 LG1131  ELLIP H (11/28/94)  385.893  (m)                       GP(       ) 2 1
 LG1131  NAD 83(1986)-  40 54 34.48743(N)    096 44 21.37068(W) AD(       ) 1
 LG1131  NAD 27      -  40 54 34.46549(N)    096 44 20.31113(W) AD(       ) 1
 LG1131  NAVD 88 (11/28/94)  412.1    (m)  GEOID93  model used  GPS OBS        
 LG1131
 LG1131.Superseded values are not recommended for survey control.
 LG1131
 LG1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1131.See file dsdata.pdf to determine how the superseded data were derived.
 LG1131
 LG1131_MARKER: DS = TRIANGULATION STATION DISK
 LG1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1131_STAMPING: CORN 1947
 LG1131_MARK LOGO: CGS
 LG1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1131+STABILITY: SURFACE MOTION
 LG1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1131+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2016
 LG1131
 LG1131  HISTORY     - Date     Condition        Report By
 LG1131  HISTORY     - 1947     MONUMENTED       CGS
 LG1131  HISTORY     - 1955     GOOD             CGS
 LG1131  HISTORY     - 1959     GOOD             CGS
 LG1131  HISTORY     - 1961     GOOD             CGS
 LG1131  HISTORY     - 1961     GOOD             USGS
 LG1131  HISTORY     - 1966     GOOD             NEDR
 LG1131  HISTORY     - 1967     GOOD             CGS
 LG1131  HISTORY     - 1974     GOOD             NEDR
 LG1131  HISTORY     - 1977     GOOD             NGS
 LG1131  HISTORY     - 1979     GOOD             NGS
 LG1131  HISTORY     - 19931006 GOOD             NE-109
 LG1131  HISTORY     - 20000601 GOOD             NEDR
 LG1131  HISTORY     - 2002     GOOD             NEDR
 LG1131  HISTORY     - 20161209 GOOD             WOOLPT
 LG1131
 LG1131                          STATION DESCRIPTION
 LG1131
 LG1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1131'THE STATION IS LOCATED ON A HIGH RIDGE BETWEEN LITTLE SALT CREEK
 LG1131'AND OAK CREEK, ABOUT 6 MILES NORTH OF LINCOLN, 0.6 MILE NORTH
 LG1131'OF A CROSSROAD, 22 FEET WEST OF THE CENTER OF A GRADED ROAD,
 LG1131'7 FEET EAST OF A WOVEN WIRE FENCE, AND 6.5 FEET EAST-SOUTHEAST
 LG1131'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED CORN
 LG1131'1947.
 LG1131'
 LG1131'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF A CULTIVATED FIELD
 LG1131'AND 27 FEET EAST OF THE CENTER OF A GRADED ROAD.  IT IS SET FLUSH
 LG1131'WITH THE GROUND AND IS STAMPED CORN NO 1 1947.
 LG1131'
 LG1131'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF A GRADED
 LG1131'ROAD AND 1 FOOT EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 6
 LG1131'INCHES AND IS STAMPED CORN NO 2 1947.
 LG1131'
 LG1131'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 0.2 MILE NORTH
 LG1131'OF A CROSSROAD, 29 FEET WEST OF THE CENTER OF A GRADED ROAD,
 LG1131'2 FEET NORTH OF A WITNESS POST, AND 1.5 FEET EAST-NORTHEAST
 LG1131'OF A T FENCE INTERSECTION.  IT PROJECTS 6 INCHES AND IS STAMPED
 LG1131'CORN 1947.
 LG1131'
 LG1131'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH
 LG1131'ON U.S. HIGHWAY NO. 77 FOR 1.4 MILES TO THE JUNCTION OF U.S.
 LG1131'77, 34, 6 AND STATE HIGHWAY NO. 2, TURN LEFT ON U.S. HIGHWAY NO.
 LG1131'34 AND GO 3.2 MILES TO A RAILROAD CROSSING AND A SIDE ROAD RIGHT,
 LG1131'TURN RIGHT, NORTH, ON STATE HIGHWAY NO. 79 AND GO 3 MILES TO A
 LG1131'CROSSROAD, TURN RIGHT, EAST, AND GO 1.0 MILE TO A CROSSROAD,
 LG1131'TURN LEFT, NORTH, AND GO 0.6 MILE TO THE TOP OF A RIDGE AND THE
 LG1131'STATION ON THE LEFT AS DESCRIBED.
 LG1131'
 LG1131'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED
 LG1131'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1131'
 LG1131'AN 87 FOOT SIGNAL AT AIRPORT IS VISIBLE AT 12 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 12 FEET.
 LG1131'
 LG1131'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 10 FOOT SIGNAL AT EMERALD IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 47 FOOT SIGNAL AT HAPPY IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT GARLAND IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1131
 LG1131                          STATION RECOVERY (1955)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LG1131'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1131'
 LG1131'NOTE- AZIMUTH MARK WAS NOT VISIBLE FROM GROUND DUE TO FENCE LINE
 LG1131'BEING GROWN UP IN BRUSH AND TREES ABOUT 20 FT. HIGH.
 LG1131
 LG1131                          STATION RECOVERY (1959)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1131'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LG1131'
 LG1131'RM NO. 1 WAS RECOVERED AS DESCRIBED, HOWEVER THE MONUMENT HAS
 LG1131'BEEN STRUCK BY A PLOW AND MAY HAVE BEEN MOVED SLIGHTLY FROM
 LG1131'ITS ORIGINAL POSITION.
 LG1131'
 LG1131'RM NO. 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LG1131'
 LG1131'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, MARK
 LG1131'AND STATION ARE NOT INTERVISIBLE WITHOUT CONSIDERABLE CLEARING OF
 LG1131'BRUSH ALONG FENCELINE.
 LG1131
 LG1131                          STATION RECOVERY (1961)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1131'THE STATION, WITH ALL MARKS IN GOOD CONDITION, WAS RECOVERED
 LG1131'AS DESCRIBED IN 1947.  THE FOLLOWING CHANGES WERE NOTED-
 LG1131'
 LG1131'1.  THE MILEAGE FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 34
 LG1131'AND STATE HIGHWAY 2 TO THE TURN-OFF FROM U.S. HIGHWAY 34 IS
 LG1131'NEARER 3.1 MILES.
 LG1131'
 LG1131'2.  THE GRAVELED ROAD NORTH AT THIS POINT IS NOT A NUMBERED STATE
 LG1131'HIGHWAY 79.
 LG1131'
 LG1131'3.  THE STATION MARK IS NOW 4 FEET EAST OF A METAL WITNESS
 LG1131'POST SET AT THIS TIME.  THE AZIMUTH MARK IS NOW 1 FOOT NORTH OF A
 LG1131'METAL WITNESS POST SET AT THIS TIME.
 LG1131'
 LG1131'4.  THE PICTURE POINT SHOWN IS THE NORTH END OF THE BRUSH
 LG1131'LINE IN THE NORTH-SOUTH FENCELINE ON THE EAST SIDE OF THE ROAD
 LG1131'AT THE STATION.
 LG1131'
 LG1131'5.  THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 56.94 FEET, 17.356
 LG1131'METERS.
 LG1131
 LG1131                          STATION RECOVERY (1961)
 LG1131
 LG1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LG1131'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 LG1131'MARK IS NOT VISIBLE FROM GROUND, BUT WILL CLEAR WITH A 4 METER
 LG1131'TOWER.
 LG1131
 LG1131                          STATION RECOVERY (1966)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1131'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 LG1131'IN GOOD CONDITION.
 LG1131'
 LG1131'ALL POINTS ARE AS DESCRIBED IN THE 1947 DESCRIPTION.  THE
 LG1131'AZIMUTH MARK IS VISIBLE FROM A 5.0 FT. TRIPOD.
 LG1131'
 LG1131'PREVIOUS TO REACH INFORMATION IS INADEQUATE DUE TO A CHANGE IN
 LG1131'HIGHWAY RELOCATION.
 LG1131'
 LG1131'NEW TO REACH INFORMATION- FROM 10TH AND 0 STREETS IN LINCOLN,
 LG1131'NEBRASKA PROCEED NORTH ON INTERSTATE 180 AND U.S. HIGHWAY 34 FOR
 LG1131'3.37 MILES TO THE INTERSTATE 80, INTERSTATE 180 AND U.S. HIGHWAY
 LG1131'34 INTERCHANGE, CONTINUE NORTHWEST ON U.S. HIGHWAY 34 FOR
 LG1131'0.7 MILE TO AN INTERSECTION WITH A NORTH-SOUTH AND EAST-WEST
 LG1131'SECTION LINE ROAD, ( INTERSECTION OF 1ST STREET AND FLETCHER
 LG1131'STREET (, TURN RIGHT ( NORTH ( AND CONTINUE ON SECTION LINE
 LG1131'ROAD FOR 2 MILES TO A JUNCTION WITH AN EAST-WEST GRAVELED
 LG1131'SECTION LINE ROAD, TURN LEFT (WEST) AND PROCEED ON SECTION
 LG1131'LINE ROAD FOR 1 MILE TO AN INTERSECTION WITH A NORTH-SOUTH
 LG1131'SECTION LINE ROAD, TURN RIGHT (NORTH) AND CONTINUE ON SECTION
 LG1131'LINE ROAD FOR 0.6 MILES TO THE STATION ON THE LEFT
 LG1131'APPROXIMATELY 30 FEET WEST OF THE CENTERLINE OF THE SECTION
 LG1131'LINE ROAD.
 LG1131
 LG1131                          STATION RECOVERY (1967)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 LG1131'DESCRIPTION IS ADEQUATE.  ALL MARKS FOUND IN GOOD CONDITION.  THE
 LG1131'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 LG1131
 LG1131                          STATION RECOVERY (1974)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 LG1131'STATION , REFERECNE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 LG1131'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1131'
 LG1131'NEAREST TOWN--LINCOLN.
 LG1131
 LG1131                          STATION RECOVERY (1977)
 LG1131
 LG1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG1131'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1131'RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE MARK 1
 LG1131'CONCRETE MONUMENT WITH PART OF DISK INTACT WAS FOUND LYING ON TOP
 LG1131'THE GROUND BY THE STATION MARK.  THE AZIMUTH MARK IS OBSTRUCTED BY
 LG1131'BRUSH ALONG FENCE LINE THIS DATE.  THE PREVIOUS DESCRIPTIONS ARE
 LG1131'ADEQUATE FOR RECOVERY OF THE STATION.  REFERENCE MARK 3 WAS
 LG1131'ESTABLISHED THIS DATE.
 LG1131'
 LG1131'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 3.
 LG1131'
 LG1131'REFERENCE MARK 3 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1131'CORN 1947 NO 3 1977, AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LG1131'IT IS 32 FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A
 LG1131'NORTH-SOUTH FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG1131'
 LG1131'NEW WITNESS SIGNS WERE BOLTED TO THE STEEL POSTS AT THE STATION MARK
 LG1131'AND THE AZIMUTH MARK.
 LG1131'
 LG1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILES
 LG1131'NORTH OF LINCOLN.
 LG1131
 LG1131                          STATION RECOVERY (1979)
 LG1131
 LG1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LG1131'SURFACE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 LG1131'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS
 LG1131'7.6 SECONDS LARGER THAN 1947 DATA AND 2 SECONDS LARGER THAN 1961
 LG1131'DATA.  THE DIRECTION WAS FAVORABLE WITH 1966 OBSERVATION BY THE
 LG1131'NEBRASKA DEPARTMENT OF ROADS AND WITH 1976 OBSERVATIONS OF GARBER AND
 LG1131'WORK, A PRIVATE COMPANY.  THE DIRECTION TO REFERENCE MARK 2 WAS 1
 LG1131'MINUTE, 13 SECONDS SMALLER THAN 1947 DATA, 3 MINUTES, 42 SECONDS
 LG1131'LARGER THAN 1961 DATA AND 2 MINUTES, 10 SECONDS LARGER THAN 1977
 LG1131'DATA.  IT AGREED VERY FAVORABLY WITH 1966 DATA OF THE NEBRASKA
 LG1131'DEPARTMENT OF ROADS AND 1966 DATA OF THE U.S. GEOLOGICAL SURVEY.  THE
 LG1131'DISTANCE TO THE MARK WAS 0.026 METER LONGER THAN 1947, 1961, 1966 AND
 LG1131'1977 DATA BUT WAS 0.005 METER SHORTER THAN 1967 USGS DATA.  THE
 LG1131'DIRECTION TO REFERENCE MARK 3 WAS 3 MINUTES, 19 SECONDS SMALLER THAN
 LG1131'1977 DATA BUT THE DISTANCE AGREED.  THE DIRECTIONS TO THE LINCOLN AFB
 LG1131'TANK AND THE VORTAC RAYMOND RAY AGREED FAVORABLY WITH PRIOR DATA, AS
 LG1131'OLD DIRECTIONS TO ANOTHER TANK AND A STANDPIPE OBSERVED UPON BY
 LG1131'OTHERS.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A COMPLETE NEW
 LG1131'DESCRIPTION FOLLOWS.
 LG1131'
 LG1131'THE STATION IS ABOUT 6 MILES NORTH OF LINCOLN, 5 MILES NORTHEAST OF
 LG1131'THE LINCOLN AIR FORCE BASE AND ON THE WEST RIGHT-OF-WAY OF NW 12TH
 LG1131'STREET.
 LG1131'
 LG1131'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80,
 LG1131'INTERSTATE HIGHWAY 180 AND U.S. HIGHWAY 34, AT LINCOLN, GO NORTHWEST
 LG1131'ON HIGHWAY 34 FOR 0.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 LG1131'ON 1ST STREET, GRADED, FOR 2.1 MILES TO MC KELVIE ROAD.  TURN LEFT
 LG1131'AND GO WEST ON MC KELVIE ROAD, GRADED, FOR 1.0 MILE TO NW 12TH
 LG1131'STREET.  TURN RIGHT AND GO NORTH ON NW 12TH STREET, GRADED, FOR 0.2
 LG1131'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.4 MILE TO
 LG1131'THE STATION ON THE LEFT.
 LG1131'
 LG1131'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CORN 1947--- SET
 LG1131'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 LG1131'37.5 FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 30.7 FEET
 LG1131'SOUTH-SOUTHEAST OF A WITNESS POST, 6 FEET EAST OF A FENCE AND 5.5
 LG1131'FEET EAST OF A WITNESS POST.
 LG1131'
 LG1131'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CORN NO 2 1947--- SET
 LG1131'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 LG1131'44.0 FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 45.7 FEET SOUTH OF
 LG1131'A WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 LG1131'
 LG1131'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 LG1131'STAMPED---CORN 1947 NO 3 1977, SET IN A MASS OF CONCRETE AND PROJECTS
 LG1131'2 INCHES.  IT IS 43.0 FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 1
 LG1131'FOOT EAST OF THE FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
 LG1131'
 LG1131'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---CORN 1947--- SET IN
 LG1131'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 32.5
 LG1131'FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 1.5 FEET EAST OF A
 LG1131'T-FENCE CORNER AND 1.5 FEET NORTH OF A WITNESS POST.
 LG1131
 LG1131                          STATION RECOVERY (1993)
 LG1131
 LG1131'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 LG1131'THE STATION WAS RECOVERED IN GOOD CONDITION, ABOUT 9.66 KM (6.00 MI)
 LG1131'NORTH FROM LINCOLN, NEAR THE EAST 1/4 CORNER, SECTION 21, T11N, R8E,
 LG1131'OF THE SIXTH PRINCIPAL MERIDIAN, LANCASTER COUNTY, NEBRASKA AND ON THE
 LG1131'WEST RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 LG1131'
 LG1131'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S.
 LG1131'HIGHWAY 34, ABOUT 6.44 KM (4.00 MI) NORTH FROM LINCOLN, GO NORTHWEST
 LG1131'ON HIGHWAY 34 FOR 1.13 KM (0.70 MI) TO NORTH 1ST STREET.  TURN RIGHT
 LG1131'AND GO NORTH ON NORTH FIRST STREET FOR 3.21 KM (1.99 MI) TO MCKELVIE
 LG1131'ROAD.  TURN LEFT AND GO WEST ON MCKELVIE FOR 1.61 KM (1.00 MI) TO
 LG1131'NORTHWEST 12TH STREET.  TURN RIGHT AND GO NORTH ON NORTHWEST 12TH
 LG1131'STREET FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.
 LG1131'
 LG1131'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4
 LG1131'INCHES ABOVE THE GROUND SURFACE.  IT IS 11.28 M (37.01 FT) WEST FROM
 LG1131'THE CENTERLINE OF THE ROAD, 2.13 M (6.99 FT) EAST FROM THE WEST
 LG1131'RIGHT-OF-WAY FENCE AND 1.68 M (5.51 FT) EAST FROM A WITNESS POST.
 LG1131'
 LG1131'NOTE-THE REFERENCE MARKS AND AZIMUTH MARK WERE ALSO FOUND IN GOOD
 LG1131'CONDITION.
 LG1131
 LG1131                          STATION RECOVERY (2000)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1131'RECOVERED AS DESCRIBED.
 LG1131
 LG1131                          STATION RECOVERY (2002)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1131'RECOVERED AS DESCRIBED.
 LG1131
 LG1131                          STATION RECOVERY (2016)
 LG1131
 LG1131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1157 ***********************************************************************
 LH1157  DESIGNATION -  CORNHUSKER ORD PLANT WATER TK
 LH1157  PID         -  LH1157
 LH1157  STATE/COUNTY-  NE/HALL
 LH1157  COUNTRY     -  US
 LH1157  USGS QUAD   -  ABBOTT (2017)
 LH1157
 LH1157                         *CURRENT SURVEY CONTROL
 LH1157  ______________________________________________________________________
 LH1157* NAD 83(1995) POSITION- 40 55 15.85560(N) 098 28 43.44769(W)   ADJUSTED
 LH1157  ______________________________________________________________________
 LH1157  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 LH1157  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 LH1157  HORZ ORDER      -  THIRD
 LH1157
 LH1157.The horizontal coordinates were established by classical geodetic methods
 LH1157.and adjusted by the National Geodetic Survey in August 1997.
 LH1157
 LH1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1157.GEOID18 height accuracy estimate available here.
 LH1157
 LH1157.Click photographs - Photos may exist for this station.
 LH1157
 LH1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1157
 LH1157. The following values were computed from the NAD 83(1995) position.
 LH1157
 LH1157;                    North         East     Units Scale Factor Converg.
 LH1157;SPC NE       -   121,895.215   628,100.704   MT  0.99971032   +1 00 29.3
 LH1157;SPC NE       -   399,917.88  2,060,693.73   sFT  0.99971032   +1 00 29.3
 LH1157;UTM  14      - 4,530,126.036   543,891.487   MT  0.99962371   +0 20 29.2
 LH1157
 LH1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4389130126(NAD 83)
 LH1157
 LH1157                          SUPERSEDED SURVEY CONTROL
 LH1157
 LH1157  NAD 83(1986)-  40 55 15.86308(N)    098 28 43.44895(W) AD(       ) 3
 LH1157  NAD 27      -  40 55 15.81700(N)    098 28 42.21300(W) AD(       ) 3
 LH1157
 LH1157.Superseded values are not recommended for survey control.
 LH1157
 LH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1157.See file dsdata.pdf to determine how the superseded data were derived.
 LH1157
 LH1157_MARKER: 53 = ELEVATED TANK
 LH1157_MARK LOGO: CGS
 LH1157
 LH1157  HISTORY     - Date     Condition        Report By
 LH1157  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1157  HISTORY     - 1950     GOOD             CGS
 LH1157  HISTORY     - 19840214 GOOD             NGS
 LH1157
 LH1157                          STATION DESCRIPTION
 LH1157
 LH1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1157'STATION IS LOCATED WESTERLY OF GRAND ISLAND.  TO REACH STATION
 LH1157'FROM POST OFFICE IN GRAND ISLAND, GO WEST ON U.S. HIGHWAY
 LH1157'30 FOR 1.6 MILES TO OVERPASS, TAKE RIGHT FORK FOR 4.6 MILES
 LH1157'WEST TO GATE AND ENTRANCE TO CORNHUSKER ORDNANCE PLANT,
 LH1157'CONTINUE WESTERLY FOR 0.5 MILE, STATION ON RIGHT (NORTH)
 LH1157'SIDE OF ROAD.
 LH1157'
 LH1157'STATION IS APPROXIMATELY 110 FEET HIGH, SUPPORTED BY FOUR
 LH1157'STEEL LEGS AND IS PAINTED BLACK.
 LH1157'
 LH1157'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LH1157
 LH1157                          STATION RECOVERY (1950)
 LH1157
 LH1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1157'RECOVERED IN GOOD CONDITION.
 LH1157
 LH1157                          STATION RECOVERY (1984)
 LH1157
 LH1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH1157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0346 ***********************************************************************
 LG0346  DESIGNATION -  CORT
 LG0346  PID         -  LG0346
 LG0346  STATE/COUNTY-  NE/GAGE
 LG0346  COUNTRY     -  US
 LG0346  USGS QUAD   -  CORTLAND (2017)
 LG0346
 LG0346                         *CURRENT SURVEY CONTROL
 LG0346  ______________________________________________________________________
 LG0346* NAD 83(2011) POSITION- 40 30 51.02275(N) 096 40 00.50589(W)   ADJUSTED
 LG0346* NAD 83(2011) ELLIP HT-   415.821 (meters)        (06/27/12)   ADJUSTED
 LG0346* NAD 83(2011) EPOCH   -  2010.00
 LG0346* NAVD 88 ORTHO HEIGHT -   442.291 (meters)     1451.08  (feet) ADJUSTED
 LG0346  ______________________________________________________________________
 LG0346  GEOID HEIGHT    -        -26.475 (meters)                     GEOID18
 LG0346  NAD 83(2011) X  -   -563,773.990 (meters)                     COMP
 LG0346  NAD 83(2011) Y  - -4,823,292.156 (meters)                     COMP
 LG0346  NAD 83(2011) Z  -  4,121,826.645 (meters)                     COMP
 LG0346  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 LG0346  DYNAMIC HEIGHT  -        442.075 (meters)     1450.37  (feet) COMP
 LG0346  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 LG0346
 LG0346  VERT ORDER      -  SECOND    CLASS 0
 LG0346
 LG0346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0346  Standards:
 LG0346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0346  -------------------------------------------------------------------
 LG0346  NETWORK    0.34   0.57           0.15   0.13   0.29      0.00660871
 LG0346  -------------------------------------------------------------------
 LG0346  Click here for local accuracies and other accuracy information.
 LG0346
 LG0346.The horizontal coordinates were established by GPS observations
 LG0346.and adjusted by the National Geodetic Survey in June 2012.
 LG0346
 LG0346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0346.been affixed to the stable North American tectonic plate. See 
 LG0346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0346
 LG0346.The horizontal coordinates are valid at the epoch date displayed above
 LG0346.which is a decimal equivalence of Year/Month/Day.
 LG0346
 LG0346.The orthometric height was determined by differential leveling and
 LG0346.adjusted by the NATIONAL GEODETIC SURVEY
 LG0346.in June 1991.
 LG0346
 LG0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0346.GEOID18 height accuracy estimate available here.
 LG0346
 LG0346.Click photographs - Photos may exist for this station.
 LG0346
 LG0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0346
 LG0346.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0346
 LG0346.The ellipsoidal height was determined by GPS observations
 LG0346.and is referenced to NAD 83.
 LG0346
 LG0346.The dynamic height is computed by dividing the NAVD 88
 LG0346.geopotential number by the normal gravity value computed on the
 LG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0346.degrees latitude (g = 980.6199 gals.).
 LG0346
 LG0346.The modeled gravity was interpolated from observed gravity values.
 LG0346
 LG0346. The following values were computed from the NAD 83(2011) position.
 LG0346
 LG0346;                    North         East     Units Scale Factor Converg.
 LG0346;SPC NE       -    81,037.479   782,363.358   MT  0.99980703   +2 12 32.0
 LG0346;SPC NE       -   265,870.46  2,566,803.78   sFT  0.99980703   +2 12 32.0
 LG0346;UTM  14      - 4,487,443.306   697,667.443   MT  1.00008097   +1 30 58.4
 LG0346
 LG0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0346!SPC NE       -   0.99993477  x   0.99980703  =   0.99974182
 LG0346!UTM  14      -   0.99993477  x   1.00008097  =   1.00001574
 LG0346
 LG0346:                Primary Azimuth Mark                     Grid Az
 LG0346:SPC NE       -  CORT AZ MK                               180 59 35.0
 LG0346:UTM  14      -  CORT AZ MK                               181 41 08.6
 LG0346
 LG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9766787443(NAD 83)
 LG0346
 LG0346|---------------------------------------------------------------------|
 LG0346| PID    Reference Object                     Distance      Geod. Az  |
 LG0346|                                                           dddmmss.s |
 LG0346| LG0344 CORT AZ MK                                         1831207.0 |
 LG0346| LG0345 CORT RM 1                            25.555 METERS 22914     |
 LG0346| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 3.4 KM 2611514.2 |
 LG0346| LG0347 CORT RM 2                            23.098 METERS 30600     |
 LG0346|---------------------------------------------------------------------|
 LG0346
 LG0346                          SUPERSEDED SURVEY CONTROL
 LG0346
 LG0346  NAD 83(2007)-  40 30 51.02276(N)    096 40 00.50634(W) AD(2002.00) 0
 LG0346  ELLIP H (02/10/07)  415.840  (m)                       GP(2002.00)    
 LG0346  NAD 83(1995)-  40 30 51.02262(N)    096 40 00.50577(W) AD(       ) B
 LG0346  ELLIP H (03/30/05)  415.809  (m)                       GP(       ) 3 1
 LG0346  NAD 83(1995)-  40 30 51.02463(N)    096 40 00.50389(W) AD(       ) 2
 LG0346  NAD 83(1986)-  40 30 51.03294(N)    096 40 00.50187(W) AD(       ) 2
 LG0346  NAD 27      -  40 30 51.03160(N)    096 39 59.42030(W) AD(       ) 2
 LG0346  NAVD 88             442.29   (m)         1451.1    (f) LEVELING    3  
 LG0346  NGVD 29 (??/??/92)  442.183  (m)         1450.73   (f) ADJ UNCH    2 0
 LG0346  NGVD 29             442.18   (m)         1450.7    (f) LEVELING    3  
 LG0346
 LG0346.Superseded values are not recommended for survey control.
 LG0346
 LG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0346.See file dsdata.pdf to determine how the superseded data were derived.
 LG0346
 LG0346_MARKER: DS = TRIANGULATION STATION DISK
 LG0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0346_STAMPING: CORT 1961
 LG0346_MARK LOGO: CGS
 LG0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0346+STABILITY: SURFACE MOTION
 LG0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0346+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0346
 LG0346  HISTORY     - Date     Condition        Report By
 LG0346  HISTORY     - 1961     MONUMENTED       CGS
 LG0346  HISTORY     - 1961     GOOD             CGS
 LG0346  HISTORY     - 1969     GOOD             CGS
 LG0346  HISTORY     - 1977     GOOD             NGS
 LG0346  HISTORY     - 1981     GOOD             LOCENG
 LG0346  HISTORY     - 1985     GOOD             NGS
 LG0346  HISTORY     - 2002     GOOD             NEDR
 LG0346  HISTORY     - 20100428 GOOD             INDIV
 LG0346
 LG0346                          STATION DESCRIPTION
 LG0346
 LG0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0346'THE STATION IS 2 MILES NORTHEAST OF COURTLAND, IN THE EAST
 LG0346'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 LG0346'
 LG0346'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COURTLAND,
 LG0346'DRIVE NORTH ON U.S. HIGHWAY 77 FOR 1.1 MILES TO A CROSS ROAD.
 LG0346'TURN RIGHT AND GO EAST FOR 2.0 MILES TO A CROSS ROAD.  TURN
 LG0346'RIGHT AND DRIVE SOUTH FOR 0.6 MILE TO THE STATION ON THE LEFT.
 LG0346'
 LG0346'SURFACE-STATION MARK, A STANDARD DISK STAMPED CORT 1961, IS
 LG0346'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0346'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0346'29.0 FEET EAST OF THE CENTER OF THE ROAD, 1.0 FOOT WEST OF THE
 LG0346'EAST RIGHT-OF-WAY FENCE AND 1.0 FOOT NORTH OF A METAL WITNESS
 LG0346'POST WITH SIGN.
 LG0346'
 LG0346'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED CORT 1961,
 LG0346'IS SET IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE
 LG0346'SURFACE OF THE GROUND.
 LG0346'
 LG0346'REFERENCE MARK 1, A STANDARD DISK STAMPED CORT NO 1 1961, IS SET
 LG0346'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0346'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 37.0
 LG0346'FEET NORTH OF A TELEPHONE POLE, 32.0 FEET WEST OF THE CENTER OF
 LG0346'THE ROAD AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 LG0346'
 LG0346'REFERENCE MARK 2, A STANDARD DISK STAMPED CORT NO 2 1961, IS SET
 LG0346'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0346'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE, 62 FEET SOUTH OF
 LG0346'A TELEPHONE POLE AND 1/2 FOOT EAST OF THE FENCE LINE.
 LG0346'
 LG0346'THE PICTURE POINT IS THE CORNER FENCE POST AT THE JUNCTION OF AN
 LG0346'EAST-WEST FENCE WITH THE WEST RIGHT-OF-WAY FENCE, AT THE
 LG0346'INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD WITH A FIELD
 LG0346'ENTRANCE ROAD.
 LG0346'
 LG0346'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORT 1961, IS SET IN
 LG0346'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0346'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 72.0
 LG0346'FEET NORTHWEST OF THE CENTER OF A CROSS ROAD, 8.0 FEET NORTH OF A
 LG0346'FENCE CORNER, 5.0 FEET EAST OF A TELEPHONE POLE AND 2.0 FEET WEST
 LG0346'OF A METAL WITNESS POST WITH SIGN.
 LG0346
 LG0346                          STATION RECOVERY (1961)
 LG0346
 LG0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0346'2.4 MI NE FROM CORTLAND.
 LG0346'0.2 MILE ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LG0346'CORTLAND, THENCE 1.9 MILES ALONG A GRAVEL ROAD, THENCE 0.3
 LG0346'MILE NORTH ALONG A GRAVEL ROAD, 87 FEET NORTHEAST OF R.M. 1,
 LG0346'82 FEET SOUTHEAST OF R.M. 2, 33 FEET EAST OF THE CENTER OF THE
 LG0346'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN, ABOUT
 LG0346'1 FOOT HIGHER THAN THE ROAD, 1 FOOT WEST OF A FENCE, SET IN TOP
 LG0346'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0346
 LG0346                          STATION RECOVERY (1969)
 LG0346
 LG0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0346'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG0346'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 LG0346'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0346'FOR RECOVERY.
 LG0346'
 LG0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LG0346'NORTHEAST OF COURTLAND.
 LG0346
 LG0346                          STATION RECOVERY (1977)
 LG0346
 LG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AB)
 LG0346'STATION MARK, REFERENCE MARK NO. 1, NO. 2 AND AZIMUTH MARK FOUND IN
 LG0346'GOOD CONDITION AS DESCRIBED.
 LG0346'
 LG0346'REFER TO USC AND GS QUAD 400964 PAGE 1002.
 LG0346'
 LG0346'NEAREST TOWN--CORTLAND.
 LG0346
 LG0346                          STATION RECOVERY (1981)
 LG0346
 LG0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG0346'CORT 1961 RECOVERED GOOD (STATION MARK).
 LG0346'
 LG0346'R.M. 1, R.M. 2 RECOVERED GOOD (CORT NO 1 1961, CORT NO. 2 1961).
 LG0346'
 LG0346'CORT 1961 RECOVERED GOOD (AZI MARK).
 LG0346'
 LG0346'DESCRIPTION ADEQUATE.
 LG0346'
 LG0346'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. NE OF COURTLAND.
 LG0346
 LG0346                          STATION RECOVERY (1985)
 LG0346
 LG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0346'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE IN
 LG0346'CORYLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EST FIRST
 LG0346'STREET AND A PAVED ROAD, THENCE 0.48 KM (0.3 MI) LEFT AND NORTH ALONG
 LG0346'A GRAVELED ROAD TO THE MARK ON THE RIGHT, AT THE TOP OF A HILL, 26.97
 LG0346'M (88.5 FT) NORTHEAST FROM A POWERLINE POLE, 10.0 M (33 FT) EAST FROM
 LG0346'THE CENTERLINE OF THE ROAD, 0.30 M (1.0 FT) WEST FROM A FENCE.
 LG0346
 LG0346                          STATION RECOVERY (2002)
 LG0346
 LG0346'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0346'RECOVERED AS DESCRIBED.
 LG0346
 LG0346                          STATION RECOVERY (2010)
 LG0346
 LG0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 LG0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0344 ***********************************************************************
 LG0344  DESIGNATION -  CORT AZ MK
 LG0344  PID         -  LG0344
 LG0344  STATE/COUNTY-  NE/GAGE
 LG0344  COUNTRY     -  US
 LG0344  USGS QUAD   -  CORTLAND (2017)
 LG0344
 LG0344                         *CURRENT SURVEY CONTROL
 LG0344  ______________________________________________________________________
 LG0344* NAD 83(1986) POSITION- 40 30 32.5    (N) 096 40 01.9    (W)   HD_HELD2
 LG0344* NAVD 88 ORTHO HEIGHT -   440.965 (meters)     1446.73  (feet) ADJUSTED
 LG0344  ______________________________________________________________________
 LG0344  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 LG0344  DYNAMIC HEIGHT  -        440.748 (meters)     1446.02  (feet) COMP
 LG0344  MODELED GRAVITY -    980,118.7   (mgal)                       NAVD 88
 LG0344
 LG0344  VERT ORDER      -  SECOND    CLASS 0
 LG0344
 LG0344.The horizontal coordinates were established by autonomous hand held GPS
 LG0344.observations and have an estimated accuracy of +/- 10 meters.
 LG0344
 LG0344.The orthometric height was determined by differential leveling and
 LG0344.adjusted by the NATIONAL GEODETIC SURVEY
 LG0344.in June 1991.
 LG0344
 LG0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0344.GEOID18 height accuracy estimate available here.
 LG0344
 LG0344.Click photographs - Photos may exist for this station.
 LG0344
 LG0344.The dynamic height is computed by dividing the NAVD 88
 LG0344.geopotential number by the normal gravity value computed on the
 LG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0344.degrees latitude (g = 980.6199 gals.).
 LG0344
 LG0344.The modeled gravity was interpolated from observed gravity values.
 LG0344
 LG0344;                    North         East    Units  Estimated Accuracy
 LG0344;SPC NE       -    80,465.      782,353.      MT  (+/- 10 meters HH2 GPS)
 LG0344
 LG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9764986871(NAD 83)
 LG0344
 LG0344                          SUPERSEDED SURVEY CONTROL
 LG0344
 LG0344  NGVD 29 (??/??/92)  440.856  (m)         1446.38   (f) ADJ UNCH    2 0
 LG0344
 LG0344.Superseded values are not recommended for survey control.
 LG0344
 LG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0344.See file dsdata.pdf to determine how the superseded data were derived.
 LG0344
 LG0344_MARKER: DZ = AZIMUTH MARK DISK
 LG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0344_STAMPING: CORT 1961
 LG0344_MARK LOGO: CGS
 LG0344_PROJECTION: FLUSH
 LG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0344+STABILITY: SURFACE MOTION
 LG0344
 LG0344  HISTORY     - Date     Condition        Report By
 LG0344  HISTORY     - 1961     MONUMENTED       CGS
 LG0344  HISTORY     - 1985     GOOD             NGS
 LG0344
 LG0344                          STATION DESCRIPTION
 LG0344
 LG0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0344'2.1 MI NE FROM CORTLAND.
 LG0344'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0344'AT CORTLAND, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, 94 FEET
 LG0344'NORTH OF THE CENTER OF A FARM ROAD, 75 FEET NORTHWEST OF THE
 LG0344'CENTER OF A CROSSING, 64 FEET NORTH OF THE CENTER OF ROAD, 31
 LG0344'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET NORTH OF A
 LG0344'FENCE CORNER, 4.1 FEET EAST OF A TELEPHONE AND POWER POLE, 1.1
 LG0344'FEET WEST OF A METAL WITNESS POST WITH SIGN, 1.5 FEET EAST OF A
 LG0344'FENCE, ABOUT 1 FOOT LOWER THAN THE ROAD, SET IN TOP OF A SQUARE
 LG0344'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LG0344
 LG0344                          STATION RECOVERY (1985)
 LG0344
 LG0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0344'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE IN
 LG0344'CORYLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0344'STREET AND A PAVED ROAD, TO THE MARK ON THE LEFT, IN THE NORTHWEST
 LG0344'ANGLE OF THE JUNCTION WITH A NORTH-SOUTH GRAVELED ROAD, 22.9 M (75.0
 LG0344'FT) NORTHWEST FROM THE CENTER OF THE INTERSECTION, 19.5 M (64.0 FT)
 LG0344'NORTH FROM THE CENTERLINE OF THE PAVED ROAD, 9.5 M (31.0 FT) WEST
 LG0344'FROM THE CENTERLINE OF THE GRAVELED ROAD, 1.83 M (6.0 FT) NORTH FROM
 LG0344'A FENCE CORNER POST, 1.25 M (4.1 FT) EAST FROM A POWERLINE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0345 ***********************************************************************
 LG0345  DESIGNATION -  CORT RM 1
 LG0345  PID         -  LG0345
 LG0345  STATE/COUNTY-  NE/GAGE
 LG0345  COUNTRY     -  US
 LG0345  USGS QUAD   -  CORTLAND (2017)
 LG0345
 LG0345                         *CURRENT SURVEY CONTROL
 LG0345  ______________________________________________________________________
 LG0345* NAD 83(1986) POSITION- 40 30 50.48   (N) 096 40 01.33   (W)   HD_HELD1
 LG0345* NAVD 88 ORTHO HEIGHT -   441.857 (meters)     1449.66  (feet) ADJUSTED
 LG0345  ______________________________________________________________________
 LG0345  GEOID HEIGHT    -        -26.475 (meters)                     GEOID18
 LG0345  DYNAMIC HEIGHT  -        441.641 (meters)     1448.95  (feet) COMP
 LG0345  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 LG0345
 LG0345  VERT ORDER      -  SECOND    CLASS 0
 LG0345
 LG0345.The horizontal coordinates were determined by differentially corrected
 LG0345.hand held GPS observations or other comparable positioning techniques
 LG0345.and have an estimated accuracy of +/- 3 meters.
 LG0345
 LG0345.The orthometric height was determined by differential leveling and
 LG0345.adjusted by the NATIONAL GEODETIC SURVEY
 LG0345.in June 1991.
 LG0345
 LG0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0345.GEOID18 height accuracy estimate available here.
 LG0345
 LG0345.Click photographs - Photos may exist for this station.
 LG0345
 LG0345.The dynamic height is computed by dividing the NAVD 88
 LG0345.geopotential number by the normal gravity value computed on the
 LG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0345.degrees latitude (g = 980.6199 gals.).
 LG0345
 LG0345.The modeled gravity was interpolated from observed gravity values.
 LG0345
 LG0345;                    North         East    Units  Estimated Accuracy
 LG0345;SPC NE       -    81,020.0     782,344.6     MT  (+/- 3 meters HH1 GPS) 
 LG0345
 LG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9764887426(NAD 83)
 LG0345
 LG0345                          SUPERSEDED SURVEY CONTROL
 LG0345
 LG0345  NGVD 29 (??/??/92)  441.749  (m)         1449.30   (f) ADJ UNCH    2 0
 LG0345
 LG0345.Superseded values are not recommended for survey control.
 LG0345
 LG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0345.See file dsdata.pdf to determine how the superseded data were derived.
 LG0345
 LG0345_MARKER: DR = REFERENCE MARK DISK
 LG0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0345_STAMPING: CORT NO 1 1961
 LG0345_MARK LOGO: CGS
 LG0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0345+STABILITY: SURFACE MOTION
 LG0345
 LG0345  HISTORY     - Date     Condition        Report By
 LG0345  HISTORY     - 1961     MONUMENTED       CGS
 LG0345  HISTORY     - 1985     GOOD             NGS
 LG0345
 LG0345                          STATION DESCRIPTION
 LG0345
 LG0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0345'2.4 MI NE FROM CORTLAND.
 LG0345'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0345'AT CORTLAND, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, THENCE
 LG0345'0.3 MILE NORTH ALONG A GRAVEL ROAD, 102 FEET SOUTH OF R.M. 2,
 LG0345'87 FEET SOUTHWEST OF A TRIANGULATION STATION, 39 FEET NORTH OF A
 LG0345'TELEPHONE POLE, 33 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 2
 LG0345'FEET LOWER THAN THE ROAD, 4 INCHES EAST OF A FENCE, SET IN TOP
 LG0345'OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LG0345
 LG0345                          STATION RECOVERY (1985)
 LG0345
 LG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0345'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE AT
 LG0345'CORTTLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0345'STREET AND A PAVED COUNTY ROAD, THENCE 0.48 KM (0.3 MI) LEFT AND
 LG0345'NORTH ALONG A GRAVELED ROAD, TO THE MARL ON THE LEFT, 26.5 M (87 FT)
 LG0345'SOUTHWEST OF STATION CORT 1961, 10.0 M (33 FT) WEST FROM THE
 LG0345'CENTERLINE OF THE ROAD, 0.91 M (3.0 FT) SOUTHEAST FROM A POWERLINE
 LG0345'POLE, 31.1 M (102 FT) SOUTH FROM CORT RM 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0347 ***********************************************************************
 LG0347  DESIGNATION -  CORT RM 2
 LG0347  PID         -  LG0347
 LG0347  STATE/COUNTY-  NE/GAGE
 LG0347  COUNTRY     -  US
 LG0347  USGS QUAD   -  CORTLAND (2017)
 LG0347
 LG0347                         *CURRENT SURVEY CONTROL
 LG0347  ______________________________________________________________________
 LG0347* NAD 83(1986) POSITION- 40 30 51.46   (N) 096 40 01.30   (W)   HD_HELD1
 LG0347* NAVD 88 ORTHO HEIGHT -   441.740 (meters)     1449.28  (feet) ADJUSTED
 LG0347  ______________________________________________________________________
 LG0347  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 LG0347  DYNAMIC HEIGHT  -        441.524 (meters)     1448.57  (feet) COMP
 LG0347  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 LG0347
 LG0347  VERT ORDER      -  SECOND    CLASS 0
 LG0347
 LG0347.The horizontal coordinates were determined by differentially corrected
 LG0347.hand held GPS observations or other comparable positioning techniques
 LG0347.and have an estimated accuracy of +/- 3 meters.
 LG0347
 LG0347.The orthometric height was determined by differential leveling and
 LG0347.adjusted by the NATIONAL GEODETIC SURVEY
 LG0347.in June 1991.
 LG0347
 LG0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0347.GEOID18 height accuracy estimate available here.
 LG0347
 LG0347.Click photographs - Photos may exist for this station.
 LG0347
 LG0347.The dynamic height is computed by dividing the NAVD 88
 LG0347.geopotential number by the normal gravity value computed on the
 LG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0347.degrees latitude (g = 980.6199 gals.).
 LG0347
 LG0347.The modeled gravity was interpolated from observed gravity values.
 LG0347
 LG0347;                    North         East    Units  Estimated Accuracy
 LG0347;SPC NE       -    81,050.2     782,344.2     MT  (+/- 3 meters HH1 GPS) 
 LG0347
 LG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9764887456(NAD 83)
 LG0347
 LG0347                          SUPERSEDED SURVEY CONTROL
 LG0347
 LG0347  NGVD 29 (??/??/92)  441.632  (m)         1448.92   (f) ADJ UNCH    2 0
 LG0347
 LG0347.Superseded values are not recommended for survey control.
 LG0347
 LG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0347.See file dsdata.pdf to determine how the superseded data were derived.
 LG0347
 LG0347_MARKER: DR = REFERENCE MARK DISK
 LG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0347_STAMPING: CORT NO 2 1961
 LG0347_MARK LOGO: CGS
 LG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0347+STABILITY: SURFACE MOTION
 LG0347
 LG0347  HISTORY     - Date     Condition        Report By
 LG0347  HISTORY     - 1961     MONUMENTED       CGS
 LG0347  HISTORY     - 1985     GOOD             NGS
 LG0347
 LG0347                          STATION DESCRIPTION
 LG0347
 LG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0347'2.4 MI NE FROM CORTLAND.
 LG0347'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0347'AT CORTLAND, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, THENCE
 LG0347'0.3 MILE NORTH ALONG A GRAVEL ROAD, 102 FEET NORTH OF R.M. 1,
 LG0347'82 FEET NORTHWEST OF THE STATION, 63 FEET SOUTH OF A TELEPHONE
 LG0347'POLE, 33 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 2 FEET LOWER
 LG0347'THAN THE ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0347'7 INCHES ABOVE GROUND.
 LG0347
 LG0347                          STATION RECOVERY (1985)
 LG0347
 LG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0347'0.32 KM ( 0.2 MI) NORTH ALONG U.S. HGIHWAY 77, FROM THE POST OFFICE
 LG0347'IN CORTLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0347'STREET AND A PAVED ROAD, THENCE 0.48 KM (0.3 MI) LEFT AND NORTH ALONG
 LG0347'A GRAVELED ROAD, TO THE MARK ON THE LEFT, 31.1 M (102 FT) NORTH OF
 LG0347'CORT RM 1, 30.48 M (100.0 FT) NORTH FROM A POWERLINE POLE, 25.0 M (82
 LG0347'FT) NORTHWEST FROM STATION CORT 1961, 10.0 M (33 FT) WEST FROM THE
 LG0347'CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1150 ***********************************************************************
 LG1150  DESIGNATION -  CORTLAND MUNICIPAL TANK
 LG1150  PID         -  LG1150
 LG1150  STATE/COUNTY-  NE/GAGE
 LG1150  COUNTRY     -  US
 LG1150  USGS QUAD   -  CORTLAND (2017)
 LG1150
 LG1150                         *CURRENT SURVEY CONTROL
 LG1150  ______________________________________________________________________
 LG1150* NAD 83(1995) POSITION- 40 30 34.24914(N) 096 42 23.16619(W)   ADJUSTED
 LG1150  ______________________________________________________________________
 LG1150  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 LG1150  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 LG1150  HORZ ORDER      -  THIRD
 LG1150
 LG1150.The horizontal coordinates were established by classical geodetic methods
 LG1150.and adjusted by the National Geodetic Survey in August 1997.
 LG1150
 LG1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1150.GEOID18 height accuracy estimate available here.
 LG1150
 LG1150.Click photographs - Photos may exist for this station.
 LG1150
 LG1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1150
 LG1150. The following values were computed from the NAD 83(1995) position.
 LG1150
 LG1150;                    North         East     Units Scale Factor Converg.
 LG1150;SPC NE       -    80,391.909   779,027.715   MT  0.99980842   +2 10 57.5
 LG1150;SPC NE       -   263,752.45  2,555,860.09   sFT  0.99980842   +2 10 57.5
 LG1150;UTM  14      - 4,486,837.938   694,323.354   MT  1.00006483   +1 29 25.1
 LG1150
 LG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9432386837(NAD 83)
 LG1150
 LG1150                          SUPERSEDED SURVEY CONTROL
 LG1150
 LG1150  NAD 83(1986)-  40 30 34.25652(N)    096 42 23.16521(W) AD(       ) 3
 LG1150  NAD 27      -  40 30 34.25500(N)    096 42 22.08200(W) AD(       ) 3
 LG1150
 LG1150.Superseded values are not recommended for survey control.
 LG1150
 LG1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1150.See file dsdata.pdf to determine how the superseded data were derived.
 LG1150
 LG1150_MARKER: 53 = ELEVATED TANK
 LG1150_MARK LOGO: CGS
 LG1150
 LG1150  HISTORY     - Date     Condition        Report By
 LG1150  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1150  HISTORY     - 1947     GOOD             CGS
 LG1150  HISTORY     - 19820609 GOOD             NGS
 LG1150  HISTORY     - 20020816 GOOD             USPSQD
 LG1150  HISTORY     - 20040603 GOOD             USPSQD
 LG1150
 LG1150                          STATION DESCRIPTION
 LG1150
 LG1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1150'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF TOWN, 50 FEET WEST OF
 LG1150'U.S. HIGHWAY 77 AND 200 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1150'ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE
 LG1150'TOP.  IT IS ABOUT 100 FEET HIGH, SILVER IN COLOR WITH THE LETTERS
 LG1150'CORTLAND ON THE NORTH SIDE OF THE TANK.  THE POINT OBSERVED UPON
 LG1150'WAS THE BALL AT THE APEX OF THE ROOF.
 LG1150
 LG1150                          STATION RECOVERY (1947)
 LG1150
 LG1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1150'RECOVERED IN GOOD CONDITION.
 LG1150
 LG1150                          STATION RECOVERY (1982)
 LG1150
 LG1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1150'RECOVERED IN GOOD CONDITION.
 LG1150
 LG1150                          STATION RECOVERY (2002)
 LG1150
 LG1150'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1150'TANK FOUND GOOD. U.S. HWY 77 HAS BEEN WIDENED. TANK IS NOW 10 FEET
 LG1150'WEST OF U.S. HWY 77 AND 200 FEET NORTH OF W. FIRST ST. REMAINDER OF
 LG1150'1947 DESCRIPTION IS ADEQUATE.
 LG1150
 LG1150                          STATION RECOVERY (2004)
 LG1150
 LG1150'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0469 ***********************************************************************
 LJ0469  DESIGNATION -  COTTONWOOD
 LJ0469  PID         -  LJ0469
 LJ0469  STATE/COUNTY-  NE/LINCOLN
 LJ0469  COUNTRY     -  US
 LJ0469  USGS QUAD   -  WELLFLEET NE (2017)
 LJ0469
 LJ0469                         *CURRENT SURVEY CONTROL
 LJ0469  ______________________________________________________________________
 LJ0469* NAD 83(1995) POSITION- 40 54 07.10098(N) 100 31 14.61977(W)   ADJUSTED
 LJ0469* NAVD 88 ORTHO HEIGHT -   908.    (meters)     2979.    (feet) SCALED
 LJ0469  ______________________________________________________________________
 LJ0469  GEOID HEIGHT    -        -22.813 (meters)                     GEOID18
 LJ0469  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 LJ0469  HORZ ORDER      -  SECOND
 LJ0469
 LJ0469.The horizontal coordinates were established by classical geodetic methods
 LJ0469.and adjusted by the National Geodetic Survey in August 1997.
 LJ0469
 LJ0469.The orthometric height was scaled from a topographic map.
 LJ0469
 LJ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0469.GEOID18 height accuracy estimate available here.
 LJ0469
 LJ0469.Click photographs - Photos may exist for this station.
 LJ0469
 LJ0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0469
 LJ0469. The following values were computed from the NAD 83(1995) position.
 LJ0469
 LJ0469;                    North         East     Units Scale Factor Converg.
 LJ0469;SPC NE       -   118,779.972   456,136.457   MT  0.99971374   -0 20 42.3
 LJ0469;SPC NE       -   389,697.29  1,496,507.69   sFT  0.99971374   -0 20 42.3
 LJ0469;UTM  14      - 4,528,988.301   371,912.996   MT  0.99980193   -0 59 45.1
 LJ0469
 LJ0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0469!SPC NE       -   0.99986111  x   0.99971374  =   0.99957489
 LJ0469!UTM  14      -   0.99986111  x   0.99980193  =   0.99966307
 LJ0469
 LJ0469:                Primary Azimuth Mark                     Grid Az
 LJ0469:SPC NE       -  COTTONWOOD AZ MK                         188 56 23.0
 LJ0469:UTM  14      -  COTTONWOOD AZ MK                         189 35 25.8
 LJ0469
 LJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7191228988(NAD 83)
 LJ0469
 LJ0469|---------------------------------------------------------------------|
 LJ0469| PID    Reference Object                     Distance      Geod. Az  |
 LJ0469|                                                           dddmmss.s |
 LJ0469| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.25.4 KM 0000246.7 |
 LJ0469| MM0375 BRADY MUNICIPAL TANK                APPROX.18.9 KM 0444051.0 |
 LJ0469| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.25.6 KM 1562135.0 |
 LJ0469| CN9037 COTTONWOOD AZ MK                                   1883540.7 |
 LJ0469| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX.37.4 KM 1941649.0 |
 LJ0469| CN9039 COTTONWOOD RM 2                      18.355 METERS 26948     |
 LJ0469| CN9038 COTTONWOOD RM 1                      18.305 METERS 34700     |
 LJ0469|---------------------------------------------------------------------|
 LJ0469
 LJ0469                          SUPERSEDED SURVEY CONTROL
 LJ0469
 LJ0469  NAD 83(1986)-  40 54 07.10633(N)    100 31 14.62665(W) AD(       ) 2
 LJ0469  NAD 27      -  40 54 07.08433(N)    100 31 13.13287(W) AD(       ) 2
 LJ0469
 LJ0469.Superseded values are not recommended for survey control.
 LJ0469
 LJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0469.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0469
 LJ0469_MARKER: DS = TRIANGULATION STATION DISK
 LJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0469_STAMPING: COTTONWOOD 1951
 LJ0469_MARK LOGO: CGS
 LJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0469+STABILITY: SURFACE MOTION
 LJ0469
 LJ0469  HISTORY     - Date     Condition        Report By
 LJ0469  HISTORY     - 1951     MONUMENTED       CGS
 LJ0469
 LJ0469                          STATION DESCRIPTION
 LJ0469
 LJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0469'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF MAXWELL ON THE
 LJ0469'SUMMIT AND NEAR THE CENTER OF A NORTHWEST-SOUTHEAST RIDGE.
 LJ0469'IT IS STAMPED COTTONWOOD 1951 AND PROJECTS 3 INCHES.
 LJ0469'
 LJ0469'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND ON THE SAME
 LJ0469'ELEVATION AS THE STATION.  IT IS STAMPED COTTONWOOD NO 1 1951
 LJ0469'AND PROJECTS 4 INCHES.
 LJ0469'
 LJ0469'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND ON THE SAME
 LJ0469'ELEVATION AS THE STATION.  IT IS STAMPED COTTONWOOD NO 2 1951
 LJ0469'AND PROJECTS 5 INCHES.
 LJ0469'
 LJ0469'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 75.03 FEET.
 LJ0469'
 LJ0469'THE AZIMUTH MARK IS ON THE SUMMIT OF A SMALL HILL, 35 FEET WEST
 LJ0469'OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTHEAST OF A WITNESS
 LJ0469'POST.  IT IS STAMPED COTTONWOOD 1951 AND PROJECTS 2 INCHES.
 LJ0469'
 LJ0469'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 LJ0469'IN MAXWELL, GO SOUTH ON STATE HIGHWAY 107 FOR 3.7 MILES TO
 LJ0469'FT. MC PHERSON NATIONAL CEMETERY ON RIGHT, CONTINUE SOUTH AND
 LJ0469'EAST ON HIGHWAY FOR 0.7 MILE TO A T ROAD RIGHT, TURN RIGHT
 LJ0469'AND GO SOUTH ON DIRT ROAD FOR 7.4 MILES TO A FORK.  TAKE LEFT
 LJ0469'FORK AND GO SOUTHEAST FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK
 LJ0469'AND GO SOUTH ON MAIN TRAVELED ROAD FOR 1.7 MILES TO A GATE ON
 LJ0469'LEFT, TURN LEFT THROUGH GATE AND GO EAST ON TRACK ROAD FOR
 LJ0469'0.2 MILE TO A GATE ON LEFT IN EAST-WEST FENCE LINE.  TURN
 LJ0469'LEFT THROUGH GATE AND GO NORTHEAST AND NORTH FOR 0.25 MILE
 LJ0469'TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH ON DIM TRACK ROAD
 LJ0469'FOR 0.45 MILE TO TOP OF SMALL HILL AND AZIMUTH MARK ON LEFT
 LJ0469'AS DESCRIBED.  CONTINUE NORTH FOR 0.15 MILE TO A GATE IN
 LJ0469'EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE NORTH AND
 LJ0469'EAST FOR 0.2 MILE TO SUMMIT OF RIDGE AND STATION AS
 LJ0469'DESCRIBED.
 LJ0469'
 LJ0469'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0430 ***********************************************************************
 LJ0430  DESIGNATION -  COUNTRY CHURCH SPIRE F
 LJ0430  PID         -  LJ0430
 LJ0430  STATE/COUNTY-  NE/RED WILLOW
 LJ0430  COUNTRY     -  US
 LJ0430  USGS QUAD   -  WILSONVILLE NW (2017)
 LJ0430
 LJ0430                         *CURRENT SURVEY CONTROL
 LJ0430  ______________________________________________________________________
 LJ0430* NAD 83(1995) POSITION- 40 07 34.50796(N) 100 12 43.79627(W)   ADJUSTED
 LJ0430  ______________________________________________________________________
 LJ0430  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 LJ0430  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 LJ0430  HORZ ORDER      -  THIRD
 LJ0430
 LJ0430.The horizontal coordinates were established by classical geodetic methods
 LJ0430.and adjusted by the National Geodetic Survey in August 1997.
 LJ0430
 LJ0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0430.GEOID18 height accuracy estimate available here.
 LJ0430
 LJ0430.Click photographs - Photos may exist for this station.
 LJ0430
 LJ0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0430
 LJ0430. The following values were computed from the NAD 83(1995) position.
 LJ0430
 LJ0430;                    North         East     Units Scale Factor Converg.
 LJ0430;SPC NE       -    32,546.548   481,916.777   MT  0.99994532   -0 08 26.2
 LJ0430;SPC NE       -   106,779.80  1,581,088.63   sFT  0.99994532   -0 08 26.2
 LJ0430;UTM  14      - 4,442,474.288   396,719.396   MT  0.99973131   -0 46 52.6
 LJ0430
 LJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9671942474(NAD 83)
 LJ0430
 LJ0430                          SUPERSEDED SURVEY CONTROL
 LJ0430
 LJ0430  NAD 83(1986)-  40 07 34.51302(N)    100 12 43.80025(W) AD(       ) 3
 LJ0430  NAD 27      -  40 07 34.48000(N)    100 12 42.30000(W) AD(       ) 3
 LJ0430
 LJ0430.Superseded values are not recommended for survey control.
 LJ0430
 LJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0430.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0430
 LJ0430_MARKER: 90 = CHURCH SPIRE
 LJ0430
 LJ0430  HISTORY     - Date     Condition        Report By
 LJ0430  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0430
 LJ0430                          STATION DESCRIPTION
 LJ0430
 LJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0430'POINT OBSERVED UPON IS TIP OF SPIRE OF COUNTRY CHURCH LOCATED
 LJ0430'ABOUT 2.2 MILES WEST AND 4.6 MILES SOUTH OF TRIANGULATION
 LJ0430'STATION LOGAN, AND 1.9 MILES WEST AND 5.6 MILES NORTH OF
 LJ0430'TRIANGULATION STATION REED.
 LJ0430'
 LJ0430'STATION WAS OBSERVED FROM TRIANGULATION STATIONS LOGAN AND
 LJ0430'REED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0431 ***********************************************************************
 LJ0431  DESIGNATION -  COUNTRY CHURCH SPIRE E
 LJ0431  PID         -  LJ0431
 LJ0431  STATE/COUNTY-  NE/RED WILLOW
 LJ0431  COUNTRY     -  US
 LJ0431  USGS QUAD   -  DANBURY NE (2017)
 LJ0431
 LJ0431                         *CURRENT SURVEY CONTROL
 LJ0431  ______________________________________________________________________
 LJ0431* NAD 83(1995) POSITION- 40 10 30.90714(N) 100 19 50.17755(W)   ADJUSTED
 LJ0431  ______________________________________________________________________
 LJ0431  GEOID HEIGHT    -        -24.329 (meters)                     GEOID18
 LJ0431  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 LJ0431  HORZ ORDER      -  THIRD
 LJ0431
 LJ0431.The horizontal coordinates were established by classical geodetic methods
 LJ0431.and adjusted by the National Geodetic Survey in August 1997.
 LJ0431
 LJ0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0431.GEOID18 height accuracy estimate available here.
 LJ0431
 LJ0431.Click photographs - Photos may exist for this station.
 LJ0431
 LJ0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0431
 LJ0431. The following values were computed from the NAD 83(1995) position.
 LJ0431
 LJ0431;                    North         East     Units Scale Factor Converg.
 LJ0431;SPC NE       -    38,018.656   471,842.850   MT  0.99992538   -0 13 08.7
 LJ0431;SPC NE       -   124,732.87  1,548,037.75   sFT  0.99992538   -0 13 08.7
 LJ0431;UTM  14      - 4,448,057.520   386,709.135   MT  0.99975800   -0 51 30.6
 LJ0431
 LJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8670948057(NAD 83)
 LJ0431
 LJ0431                          SUPERSEDED SURVEY CONTROL
 LJ0431
 LJ0431  NAD 83(1986)-  40 10 30.91215(N)    100 19 50.18101(W) AD(       ) 3
 LJ0431  NAD 27      -  40 10 30.88800(N)    100 19 48.65600(W) AD(       ) 3
 LJ0431
 LJ0431.Superseded values are not recommended for survey control.
 LJ0431
 LJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0431.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0431
 LJ0431_MARKER: 90 = CHURCH SPIRE
 LJ0431
 LJ0431  HISTORY     - Date     Condition        Report By
 LJ0431  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0431
 LJ0431                          STATION DESCRIPTION
 LJ0431
 LJ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0431'POINT OBSERVED UPON IS TIP OF SPIRE OF COUNTRY CHURCH, LOCATED
 LJ0431'ABOUT 9.0 MILES WEST AND 1.5 MILES SOUTH OF TRIANGULATION
 LJ0431'STATION LOGAN AND 3.1 MILES WEST AND 3.7 MILES NORTH OF
 LJ0431'TRIANGULATION STATIONS LOGAN, REED, AND SINK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0519 ***********************************************************************
 MN0519  DESIGNATION -  COURT
 MN0519  PID         -  MN0519
 MN0519  STATE/COUNTY-  NE/MORRILL
 MN0519  COUNTRY     -  US
 MN0519  USGS QUAD   -  COURTHOUSE ROCK (2017)
 MN0519
 MN0519                         *CURRENT SURVEY CONTROL
 MN0519  ______________________________________________________________________
 MN0519* NAD 83(1995) POSITION- 41 36 38.67524(N) 103 05 53.48591(W)   ADJUSTED
 MN0519* NAVD 88 ORTHO HEIGHT -  1173.    (meters)     3848.    (feet) SCALED
 MN0519  ______________________________________________________________________
 MN0519  GEOID HEIGHT    -        -19.569 (meters)                     GEOID18
 MN0519  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 MN0519  HORZ ORDER      -  SECOND
 MN0519
 MN0519.The horizontal coordinates were established by classical geodetic methods
 MN0519.and adjusted by the National Geodetic Survey in August 1997.
 MN0519
 MN0519.The orthometric height was scaled from a topographic map.
 MN0519
 MN0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0519.GEOID18 height accuracy estimate available here.
 MN0519
 MN0519.Click photographs - Photos may exist for this station.
 MN0519
 MN0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0519
 MN0519. The following values were computed from the NAD 83(1995) position.
 MN0519
 MN0519;                    North         East     Units Scale Factor Converg.
 MN0519;SPC NE       -   201,962.489   241,897.124   MT  0.99966026   -2 03 11.4
 MN0519;SPC NE       -   662,605.27    793,624.15   sFT  0.99966026   -2 03 11.4
 MN0519;UTM  13      - 4,608,305.733   658,463.070   MT  0.99990902   +1 15 47.5
 MN0519
 MN0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0519!SPC NE       -   0.99981919  x   0.99966026  =   0.99947951
 MN0519!UTM  13      -   0.99981919  x   0.99990902  =   0.99972822
 MN0519
 MN0519:                Primary Azimuth Mark                     Grid Az
 MN0519:SPC NE       -  COURT AZ MK                              187 12 22.9
 MN0519:UTM  13      -  COURT AZ MK                              183 53 24.0
 MN0519
 MN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5846308305(NAD 83)
 MN0519
 MN0519|---------------------------------------------------------------------|
 MN0519| PID    Reference Object                     Distance      Geod. Az  |
 MN0519|                                                           dddmmss.s |
 MN0519| CP6892 COURT RM 1                           12.461 METERS 05203     |
 MN0519| CP6891 COURT AZ MK                                        1850911.5 |
 MN0519| MN0521 BIRDCAGE GAP NEB GAME FISH MST      APPROX.10.0 KM 2721118.0 |
 MN0519| CP6893 COURT RM 2                           13.720 METERS 32727     |
 MN0519| MN0517 BRIDGEPORT WATER TANK               APPROX. 6.1 KM 3573242.6 |
 MN0519|---------------------------------------------------------------------|
 MN0519
 MN0519                          SUPERSEDED SURVEY CONTROL
 MN0519
 MN0519  NAD 83(1993)-  41 36 38.67494(N)    103 05 53.48585(W) AD(       ) 2
 MN0519  NAD 83(1986)-  41 36 38.66798(N)    103 05 53.48844(W) AD(       ) 2
 MN0519  NAD 27      -  41 36 38.75990(N)    103 05 51.73610(W) AD(       ) 2
 MN0519
 MN0519.Superseded values are not recommended for survey control.
 MN0519
 MN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0519.See file dsdata.pdf to determine how the superseded data were derived.
 MN0519
 MN0519_MARKER: DS = TRIANGULATION STATION DISK
 MN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0519_STAMPING: COURT 1963
 MN0519_MARK LOGO: CGS
 MN0519_PROJECTION: FLUSH
 MN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0519+STABILITY: SURFACE MOTION
 MN0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0519+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 MN0519
 MN0519  HISTORY     - Date     Condition        Report By
 MN0519  HISTORY     - 1963     MONUMENTED       CGS
 MN0519  HISTORY     - 20060627 GOOD             NEDR
 MN0519
 MN0519                          STATION DESCRIPTION
 MN0519
 MN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0519'THE STATION IS LOCATED ON LAND OWNED BY MR. JOHN BENTLEY ABOUT
 MN0519'4 MILES SOUTH OF BRIDGEPORT, 1.4 MILES NORTHEAST OF COURTHOUSE
 MN0519'ROCK, A PROMINENT NATURAL LAND MARK, AND ON THE EAST SIDE OF
 MN0519'A DEEP CUT WHERE STATE HIGHWAY 88 PASSES OVER A RIDGE.
 MN0519'
 MN0519'TO REACH THE STATION FROM THE SOUTH END OF MAIN STREET AND
 MN0519'STATE HIGHWAY 88 IN BRIDGEPORT, DRIVE SOUTH ON STATE HIGHWAY
 MN0519'88 FOR 0.05 MILE TO THE BURLINGTON RAILROAD DEPOT ON THE EAST
 MN0519'SIDE OF THE HIGHWAY.  CONTINUE SOUTH ON STATE HIGHWAY 88 FOR
 MN0519'3.95 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 MN0519'EAST SIDE OF THE HIGHWAY.  TURN LEFT AND DRIVE EAST ON THE
 MN0519'JOHN BENTLEY FARM ENTRANCE ROAD FOR 0.2 MILE TO THE EAST END
 MN0519'OF AN EAST-WEST ROW OF TREES AND A WIRE GATE IN AN EAST-WEST
 MN0519'FENCE.  TURN LEFT AND DRIVE NORTH, PASSING THROUGH THE WIRE
 MN0519'GATE, ACROSS PASTURE LAND FOR 0.1 MILE TO A TRACK ROAD.
 MN0519'TURN LEFT AND DRIVE NORTHWEST AND NORTH ON THE TRACK ROAD
 MN0519'FOR 0.35 MILE TO THE TOP OF A RIDGE.  TURN LEFT AND DRIVE
 MN0519'SOUTHWEST FOR 0.05 MILE TO THE STATION ON THE HIGHEST
 MN0519'POINT OF THE RIDGE.
 MN0519'
 MN0519'THE STATION MARK IS A STANDARD DISK, STAMPED COURT 1963, SET
 MN0519'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0519'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 52 FEET NORTHEAST OF A RAILROAD TIE FENCE POST IN THE
 MN0519'EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 88.
 MN0519'
 MN0519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COURT NO 1 1963,
 MN0519'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0519'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 93 FEET NORTHEAST OF A RAILROAD TIE FENCE POST IN THE
 MN0519'EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 88.
 MN0519'
 MN0519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COURT NO 2 1963,
 MN0519'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0519'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 76 FEET NORTH-NORTHEAST OF A RAILROAD TIE FENCE POST
 MN0519'IN THE EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 88.
 MN0519'
 MN0519'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COURT 1963, SET
 MN0519'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0519'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 76 FEET NORTH OF THE CENTER OF THE EAST-WEST ENTRANCE
 MN0519'ROAD TO THE BENTLEY FARM RESIDENCE, 58 FEET EAST OF THE CENTER
 MN0519'OF STATE HIGHWAY 88, 41 FEET NORTH OF A TELEPHONE AND POWER
 MN0519'POLE, 2.2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH
 MN0519'A SIGN ATTACHED AND 0.8 FOOT EAST OF THE EAST RIGHT-OF-WAY
 MN0519'FENCE ALONG STATE HIGHWAY 88.
 MN0519
 MN0519                          STATION RECOVERY (2006)
 MN0519
 MN0519'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (TEA)
 MN0519'RECOVERED STATION MARK, REFERENCE 1,2 AND THE AZIMUTH MARK ALL IN GOOD
 MN0519'CONDITION
 MN0519'FARM ENTERANCE FOR ASIMUTH MARK IS OWNED BY HOUSTON'S, NOT BENTLEY.
 MN0519'ALL OTHER DIRECTIONS AND DISTANCES ARE GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1151 ***********************************************************************
 LG1151  DESIGNATION -  COURTLAND RESET
 LG1151  PID         -  LG1151
 LG1151  STATE/COUNTY-  NE/LANCASTER
 LG1151  COUNTRY     -  US
 LG1151  USGS QUAD   -  CORTLAND (2017)
 LG1151
 LG1151                         *CURRENT SURVEY CONTROL
 LG1151  ______________________________________________________________________
 LG1151* NAD 83(1995) POSITION- 40 32 15.52487(N) 096 42 28.24505(W)   ADJUSTED
 LG1151* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 LG1151  ______________________________________________________________________
 LG1151  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 LG1151  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG1151  HORZ ORDER      -  FIRST
 LG1151
 LG1151.The horizontal coordinates were established by classical geodetic methods
 LG1151.and adjusted by the National Geodetic Survey in August 1997.
 LG1151
 LG1151.The orthometric height was scaled from a topographic map.
 LG1151
 LG1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1151.GEOID18 height accuracy estimate available here.
 LG1151
 LG1151.Click photographs - Photos may exist for this station.
 LG1151
 LG1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1151
 LG1151. The following values were computed from the NAD 83(1995) position.
 LG1151
 LG1151;                    North         East     Units Scale Factor Converg.
 LG1151;SPC NE       -    83,508.408   778,789.351   MT  0.99980010   +2 10 54.1
 LG1151;SPC NE       -   273,977.17  2,555,078.06   sFT  0.99980010   +2 10 54.1
 LG1151;UTM  14      - 4,489,957.899   694,122.589   MT  1.00006387   +1 29 24.9
 LG1151
 LG1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1151!SPC NE       -   0.99993430  x   0.99980010  =   0.99973442
 LG1151!UTM  14      -   0.99993430  x   1.00006387  =   0.99999817
 LG1151
 LG1151:                Primary Azimuth Mark                     Grid Az
 LG1151:SPC NE       -  COURTLAND AZ MK                          088 43 29.9
 LG1151:UTM  14      -  COURTLAND AZ MK                          089 24 59.1
 LG1151
 LG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9412289957(NAD 83)
 LG1151
 LG1151|---------------------------------------------------------------------|
 LG1151| PID    Reference Object                     Distance      Geod. Az  |
 LG1151|                                                           dddmmss.s |
 LG1151| LG1149 HICKMAN MUNICIPAL TANK              APPROX.11.4 KM 0320719.5 |
 LG1151| LG1146 HOLLAND REFORM CHURCH SPIRE         APPROX.11.7 KM 0562913.8 |
 LG1151| CL6304 COURTLAND RM 3                       15.397 METERS 08805     |
 LG1151| LG1153 COURTLAND AZ MK                     APPROX. 0.8 KM 0905424.0 |
 LG1151| LG1147 FIRTH MUNICIPAL TANK                APPROX. 8.7 KM 0930713.1 |
 LG1151| CL6302 COURTLAND RM 1                       26.423 METERS 09639     |
 LG1151| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX. 7.8 KM 1143646.3 |
 LG1151| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 3.1 KM 1774828.8 |
 LG1151| CL6303 COURTLAND RM 2                       20.934 METERS 18924     |
 LG1151|---------------------------------------------------------------------|
 LG1151
 LG1151                          SUPERSEDED SURVEY CONTROL
 LG1151
 LG1151  NAD 83(1986)-  40 32 15.53319(N)    096 42 28.24319(W) AD(       ) 1
 LG1151  NAD 27      -  40 32 15.52500(N)    096 42 27.16200(W) AD(       ) 1
 LG1151
 LG1151.Superseded values are not recommended for survey control.
 LG1151
 LG1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1151.See file dsdata.pdf to determine how the superseded data were derived.
 LG1151
 LG1151_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1151_STAMPING: COURTLAND 1947 1976
 LG1151_MARK LOGO: NGS
 LG1151_PROJECTION: FLUSH
 LG1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1151+STABILITY: SURFACE MOTION
 LG1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1151+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1151
 LG1151  HISTORY     - Date     Condition        Report By
 LG1151  HISTORY     - 1947     MONUMENTED       CGS
 LG1151  HISTORY     - 1969     POOR             LOCSUR
 LG1151  HISTORY     - 1969     MARK NOT FOUND   CGS
 LG1151  HISTORY     - 1976     GOOD             NGS
 LG1151  HISTORY     - 1977     GOOD             NEDR
 LG1151  HISTORY     - 1981     GOOD             LOCENG
 LG1151  HISTORY     - 2002     GOOD             NEDR
 LG1151
 LG1151                          STATION DESCRIPTION
 LG1151
 LG1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1151'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF LINCOLN, 2 MILES
 LG1151'NORTH OF CORTLAND AND 1 MILE NORTH OF THE GAGE COUNTY LINE.  IT IS
 LG1151'AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD AND IN THE NORTHEAST
 LG1151'ANGLE FORMED BY AN EAST-WEST GRAVELED ROAD AND THE C.B. AND Q.
 LG1151'RAILROAD TRACKS.  IT IS 30.5 FEET NORTH OF THE CENTER OF THE
 LG1151'GRAVELED ROAD, 61 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LG1151'TRACKS AND 16.5 FEET EAST OF A FENCE CORNER.  IT IS STAMPED
 LG1151'COURTLAND 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1151'
 LG1151'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, 21
 LG1151'FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD.  IT IS
 LG1151'STAMPED COURTLAND NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1151'GROUND.
 LG1151'
 LG1151'REFERENCE MARK NO. 2 IS IN THE NORTHWEST CORNER OF A CULTIVATED
 LG1151'FIELD, 12.5 FEET SOUTH OF THE FENCE CORNER.  IT IS 36.5 FEET SOUTH
 LG1151'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 47 FEET EAST OF THE
 LG1151'EAST RAIL OF THE RAILROAD TRACKS AND 1 FOOT EAST OF A NORTH-SOUTH
 LG1151'FENCE LINE.  IT IS STAMPED COURTLAND NO 2 1947 AND PROJECTS 6
 LG1151'INCHES.
 LG1151'
 LG1151'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE EAST-WEST GRAVELED ROAD,
 LG1151'34 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF AN
 LG1151'EAST-WEST FENCE LINE AND 2 FEET WEST OF A TELEPHONE POLE.  IT IS
 LG1151'STAMPED COURTLAND 1947 AND PROJECTS 6 INCHES.
 LG1151'
 LG1151'TO REACH THE STATION FROM THE WATER TANK IN CORTLAND, GO NORTH ON
 LG1151'U.S. HIGHWAY 77 FOR 2 MILES TO A CROSSROAD, TURN RIGHT, EAST, FOR
 LG1151'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1151'
 LG1151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5 MILE TO
 LG1151'THE MARK ON THE RIGHT.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 50 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT KALLEMEYN IS VISIBLE AT 30 FEET.
 LG1151'
 LG1151'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 30 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 10 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT INDIAN IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT HALLAM IS VISIBLE AT 10 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 30 FEET.
 LG1151'
 LG1151'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1151
 LG1151                          STATION RECOVERY (1969)
 LG1151
 LG1151'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (WA)
 LG1151'RECOVERED BY WESTERN AIR MAPS INC.
 LG1151'
 LG1151'COURTLAND 1947 LAYING IN DRAINAGE DITCH AT DESCRIBED LOCATION
 LG1151'(DESTROYED)
 LG1151'
 LG1151'RM 1 DESTROYED
 LG1151'
 LG1151'RM 2 OK
 LG1151
 LG1151                          STATION RECOVERY (1969)
 LG1151
 LG1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1151'STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED WHEN ROAD WAS
 LG1151'WIDENED.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 LG1151'AND FOUND IN GOOD CONDITION.  SEVERAL HOURS WAS SPENT TRYING TO
 LG1151'FIND LOCATION OF STATION MARK BUT THE ANGLE BETWEEN THE COURTLAND
 LG1151'WATER TANK AND THE AZIMUTH MARK DID NOT CHECK SO THE STATION WAS
 LG1151'NOT RESET.  IT IS POSSIBLE THE AZIMUTH MARK MIGHT OF BEEN MOVED
 LG1151'BECAUSE THE MARK IS AT THE NORTH EDGE OF THE ROAD DITCH.  THIS
 LG1151'STATION SHOULD BE CONSIDERED DESTROYED.
 LG1151'
 LG1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LG1151'NORTH OF COURTLAND.
 LG1151
 LG1151                          STATION RECOVERY (1976)
 LG1151
 LG1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1151'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LG1151'GOOD CONDITION.  THE STATION MARKS AND REFERENCE MARK 1 HAD BEEN
 LG1151'DESTROYED BY ROAD CONSTRUCTION.  THIS DATE NEW STATION MARKS WERE
 LG1151'SET AT THE ORIGINAL LOCATION BY USING THE DIRECTION AND DISTANCE
 LG1151'METHOD.  REFERENCE MARK 3 WAS ALSO ESTABLISHED.  A POLARIS
 LG1151'OBSERVATION WAS MADE AT THIS STATION THE 9/29/76.  FOLLOWING IS A NEW
 LG1151'COMPLETE DESCRIPTION--
 LG1151'
 LG1151'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF LINCOLN AND 2 MILES
 LG1151'NORTH OF CORTLAND AND 1 MILE NORTH OF THE GAGE COUNTYLINE, IN THE
 LG1151'NORTH DITCH BANK OF AN EAST-WEST COUNTY ROAD.
 LG1151'
 LG1151'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN CORTLAND, GO
 LG1151'NORTH ON US HIGHWAY 77 FOR 1.9 MILES TO A CROSSROAD, TURN RIGHT AND
 LG1151'GO EAST, CROSS RAILROAD TRACK AND THE STATION ON THE LEFT, A DISTANCE
 LG1151'OF 0.05 MILE FROM THE US HIGHWAY 77.
 LG1151'
 LG1151'THE STATION MARKS ARE STANDARD DISKS STAMPED CORTLAND 1947 1976.  THE
 LG1151'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1151'FLUSH ON IT SOUTH SIDE AND IN NORTH CUT BANK FOR DITCH.  IT IS 62.5
 LG1151'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 30 FEET NORTH
 LG1151'OF THE CENTER OF THE SURFACED ROAD, 16 FEET EAST OF A CONCRETE
 LG1151'CORNER FENCE POST AND 1.8 FEET WEST OF A METAL WITNESS POST.  THE
 LG1151'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 4
 LG1151'FEET BELOW THE TOP OF THE SURFACE MARK.
 LG1151'
 LG1151'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORTLAND NO 2 1947, SET
 LG1151'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 LG1151'GROUND SURFACE.  IT IS 46.8 FEET EAST OF THE EAST RAIL OF THE
 LG1151'RAILROAD TRACK, 38 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 7
 LG1151'FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET EAST OF A CONCRETE
 LG1151'CORNER FENCE POST.
 LG1151'
 LG1151'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1151'CORTLAND 1947 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT
 LG1151'IS 113 EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 66.5 FEET EAST
 LG1151'OF THE CONCRETE CORNER FENCE POST NEAR THE STATION MARK, 31 FEET
 LG1151'NORTH OF THE CENTER OF THE SURFACED ROAD, 17 FEET WEST OF THE CENTER
 LG1151'OF A FIELD APPROACH AND 1 FOOT WEST OF A METAL WITNESS POST.
 LG1151'
 LG1151'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORTLAND 1947, SET IN THE
 LG1151'TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1151'SURFACE.  IT IS 51.5 FEET WEST OF A TELEPHONE POLE, 32 FEET SOUTH
 LG1151'OF THE CENTER OF THE SURFACED ROAD, 2 FEET EAST-NORTHEAST OF A
 LG1151'METAL WITNESS POST AND IN THE EAST-WEST FENCELINE AT EDGE OF
 LG1151'ROAD DITCH.
 LG1151'
 LG1151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE SURFACED
 LG1151'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG1151'
 LG1151'NOTE--A 3/4 INCH REBAR, ABOUT 3 FEET IN LENGTH WAS PLACED IN THE
 LG1151'STATION MARK CONCRETE MONUMENT AND A 3 FEET LENGTH WAS DRIVEN INTO
 LG1151'THE GROUND BESIDE THE AZIMUTH MARK.
 LG1151'
 LG1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 LG1151'NORTH OF CORTLAND.
 LG1151
 LG1151                          STATION RECOVERY (1977)
 LG1151
 LG1151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (AB)
 LG1151'STATION MARK AND REFERENCE MARK NO. 3, NO. 2 AND AZIMUTH MARK WERE
 LG1151'RECOVERED IN GOOD CONDITION.
 LG1151'
 LG1151'NEAREST TOWN--CORTLAND.
 LG1151
 LG1151                          STATION RECOVERY (1981)
 LG1151
 LG1151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1151'COURTLAND 1947 RESET 1976 RECOVERED GOOD.
 LG1151'
 LG1151'RMS 1 AND 2 NOT SEARCHED FOR.
 LG1151'
 LG1151'COURTLAND 1947 RECOVERED GOOD (AZI MARK) BANK IS ERODING GROUND
 LG1151'MARK.
 LG1151'
 LG1151'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI N. OF COURTLAND.
 LG1151
 LG1151                          STATION RECOVERY (2002)
 LG1151
 LG1151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1151'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0548 ***********************************************************************
 MN0548  DESIGNATION -  COW
 MN0548  PID         -  MN0548
 MN0548  STATE/COUNTY-  NE/CHEYENNE
 MN0548  COUNTRY     -  US
 MN0548  USGS QUAD   -  LORENZO (2017)
 MN0548
 MN0548                         *CURRENT SURVEY CONTROL
 MN0548  ______________________________________________________________________
 MN0548* NAD 83(1995) POSITION- 41 02 41.44752(N) 103 00 08.62553(W)   ADJUSTED
 MN0548* NAVD 88 ORTHO HEIGHT -  1312.    (meters)     4304.    (feet) SCALED
 MN0548  ______________________________________________________________________
 MN0548  GEOID HEIGHT    -        -19.702 (meters)                     GEOID18
 MN0548  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 MN0548  HORZ ORDER      -  THIRD
 MN0548
 MN0548.The horizontal coordinates were established by classical geodetic methods
 MN0548.and adjusted by the National Geodetic Survey in August 1997.
 MN0548
 MN0548.The orthometric height was scaled from a topographic map.
 MN0548
 MN0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0548.GEOID18 height accuracy estimate available here.
 MN0548
 MN0548.Click photographs - Photos may exist for this station.
 MN0548
 MN0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0548
 MN0548. The following values were computed from the NAD 83(1995) position.
 MN0548
 MN0548;                    North         East     Units Scale Factor Converg.
 MN0548;SPC NE       -   138,891.097   247,692.936   MT  0.99969076   -1 59 22.8
 MN0548;SPC NE       -   455,678.54    812,639.24   sFT  0.99969076   -1 59 22.8
 MN0548;UTM  13      - 4,545,657.750   667,892.382   MT  0.99994693   +1 18 43.3
 MN0548
 MN0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0548!SPC NE       -   0.99979739  x   0.99969076  =   0.99948822
 MN0548!UTM  13      -   0.99979739  x   0.99994693  =   0.99974433
 MN0548
 MN0548:                Primary Azimuth Mark                     Grid Az
 MN0548:SPC NE       -  HAND                                     073 41 35.5
 MN0548:UTM  13      -  HAND                                     070 23 29.4
 MN0548
 MN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6789245657(NAD 83)
 MN0548
 MN0548|---------------------------------------------------------------------|
 MN0548| PID    Reference Object                     Distance      Geod. Az  |
 MN0548|                                                           dddmmss.s |
 MN0548| MN0481 SIDNEY COLLIER TV MAST              APPROX. 2.3 KM 0681617.5 |
 MN0548| MN0480 HAND                                APPROX. 2.2 KM 0714212.7 |
 MN0548| CP6894 COW RM 1                             17.057 METERS 18036     |
 MN0548| CP6895 COW RM 2                              8.636 METERS 27039     |
 MN0548|---------------------------------------------------------------------|
 MN0548
 MN0548                          SUPERSEDED SURVEY CONTROL
 MN0548
 MN0548  NAD 83(1993)-  41 02 41.44738(N)    103 00 08.62557(W) AD(       ) 3
 MN0548  NAD 83(1992)-  41 02 41.44077(N)    103 00 08.62676(W) AD(       ) 3
 MN0548  NAD 83(1986)-  41 02 41.43993(N)    103 00 08.62665(W) AD(       ) 3
 MN0548  NAD 27      -  41 02 41.49030(N)    103 00 06.90680(W) AD(       ) 3
 MN0548
 MN0548.Superseded values are not recommended for survey control.
 MN0548
 MN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0548.See file dsdata.pdf to determine how the superseded data were derived.
 MN0548
 MN0548_MARKER: DS = TRIANGULATION STATION DISK
 MN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0548_STAMPING: COW 1963
 MN0548_MARK LOGO: CGS
 MN0548_PROJECTION: PROJECTING 3 CENTIMETERS
 MN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0548+STABILITY: SURFACE MOTION
 MN0548
 MN0548  HISTORY     - Date     Condition        Report By
 MN0548  HISTORY     - 1963     MONUMENTED       CGS
 MN0548
 MN0548                          STATION DESCRIPTION
 MN0548
 MN0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0548'THE STATION IS LOCATED ON THE PROPERTY OF MR. EDWARD NELSON, WHICH
 MN0548'IS ABOUT 6-1/2 MILES SOUTH AND 1 MILE WEST OF SIDNEY AND 3-1/2
 MN0548'MILES EAST AND 1/4 MILE SOUTH OF LORENZO.
 MN0548'
 MN0548'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST ON
 MN0548'U.S. HIGHWAY 30 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY
 MN0548'19.  TURN RIGHT, SOUTH ON STATE HIGHWAY 19 FOR 2.6 MILES TO WHERE
 MN0548'THE HIGHWAY TURNS RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD.
 MN0548'CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 4.15 MILES
 MN0548'TO A T-INTERSECTION.  TURN RIGHT, WEST ON GRAVELED ROAD FOR 1.45
 MN0548'MILES TO A SIDE ROAD LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT,
 MN0548'SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO FARM HOME ON THE RIGHT
 MN0548'AND THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD AS
 MN0548'DESCRIBED.
 MN0548'
 MN0548'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0548'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS STAMPED
 MN0548'COW 1963.  IT IS 89 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0548'GRAVELED ROAD, 76 FEET NORTH OF THE CENTER OF THE ROAD LEADING TO
 MN0548'A FARM HOME AND 58.5 FEET NORTH OF A TELEPHONE POLE AND WITNESS
 MN0548'SIGN.
 MN0548'
 MN0548'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0548'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 MN0548'GROUND AND IS STAMPED COW NO 1 1963.  IT IS 20 FEET NORTH OF
 MN0548'THE CENTER OF A ROAD LEADING TO A FARM HOME AND 2 FEET NORTH OF
 MN0548'A TELEPHONE POLE AND WITNESS SIGN.
 MN0548'
 MN0548'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0548'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MN0548'IS STAMPED COW NO 2 1963.  IT IS 76 FEET NORTH OF THE CENTER OF
 MN0548'A ROAD LEADING TO A FARM HOME, 65 FEET NORTHWEST OF A TELEPHONE
 MN0548'POLE AND WITNESS SIGN AND 9-1/2 FEET WEST OF A SMALL ELM TREE.
 MN0548'
 MN0548'TRINGULATION STATION HAND WAS USED FOR THE AZIMUTH MARK.  SEE
 MN0548'DESCRIPTION THERE-OF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1024 ***********************************************************************
 LH1024  DESIGNATION -  COWAN
 LH1024  PID         -  LH1024
 LH1024  STATE/COUNTY-  NE/FURNAS
 LH1024  COUNTRY     -  US
 LH1024  USGS QUAD   -  HOLLINGER (2017)
 LH1024
 LH1024                         *CURRENT SURVEY CONTROL
 LH1024  ______________________________________________________________________
 LH1024* NAD 83(1995) POSITION- 40 11 25.81593(N) 099 38 22.87770(W)   ADJUSTED
 LH1024* NAVD 88 ORTHO HEIGHT -   687.23  (+/-2cm)     2254.7   (feet) VERTCON
 LH1024  ______________________________________________________________________
 LH1024  GEOID HEIGHT    -        -24.834 (meters)                     GEOID18
 LH1024  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 LH1024  HORZ ORDER      -  FIRST
 LH1024  VERT ORDER      -  THIRD ? (See Below)
 LH1024
 LH1024.The horizontal coordinates were established by classical geodetic methods
 LH1024.and adjusted by the National Geodetic Survey in August 1997.
 LH1024
 LH1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1024
 LH1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1024.GEOID18 height accuracy estimate available here.
 LH1024
 LH1024.The vertical order pertains to the NGVD 29 superseded value.
 LH1024
 LH1024.Click photographs - Photos may exist for this station.
 LH1024
 LH1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1024
 LH1024. The following values were computed from the NAD 83(1995) position.
 LH1024
 LH1024;                    North         East     Units Scale Factor Converg.
 LH1024;SPC NE       -    39,722.222   530,680.171   MT  0.99991932   +0 14 19.6
 LH1024;SPC NE       -   130,321.99  1,741,073.19   sFT  0.99991932   +0 14 19.6
 LH1024;UTM  14      - 4,449,097.859   445,548.256   MT  0.99963650   -0 24 46.2
 LH1024
 LH1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1024!SPC NE       -   0.99989610  x   0.99991932  =   0.99981543
 LH1024!UTM  14      -   0.99989610  x   0.99963650  =   0.99953264
 LH1024
 LH1024:                Primary Azimuth Mark                     Grid Az
 LH1024:SPC NE       -  COWAN AZ MK RESET                        176 36 50.7
 LH1024:UTM  14      -  COWAN AZ MK RESET                        177 15 56.5
 LH1024
 LH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4554849097(NAD 83)
 LH1024
 LH1024|---------------------------------------------------------------------|
 LH1024| PID    Reference Object                     Distance      Geod. Az  |
 LH1024|                                                           dddmmss.s |
 LH1024| LH1015 OXFORD MUNICIPAL TANK               APPROX. 7.0 KM 0043721.3 |
 LH1024| CN9051 COWAN RM 1                           31.724 METERS 00749     |
 LH1024| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX.14.0 KM 1052339.0 |
 LH1024| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.17.2 KM 1101809.7 |
 LH1024| CN9050 COWAN AZ MK RESET                                  1765110.3 |
 LH1024| CN9049 COWAN AZ MK                                        1783111.6 |
 LH1024| CN9052 COWAN RM 2                           37.963 METERS 26316     |
 LH1024| CN9053 COWAN RM 3                           33.232 METERS 35420     |
 LH1024|---------------------------------------------------------------------|
 LH1024
 LH1024                          SUPERSEDED SURVEY CONTROL
 LH1024
 LH1024  NAD 83(1986)-  40 11 25.82078(N)    099 38 22.87956(W) AD(       ) 1
 LH1024  NAD 27      -  40 11 25.78900(N)    099 38 21.47700(W) AD(       ) 1
 LH1024  NGVD 29             686.96   (m)         2253.8    (f) LEVELING    3  
 LH1024
 LH1024.Superseded values are not recommended for survey control.
 LH1024
 LH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1024.See file dsdata.pdf to determine how the superseded data were derived.
 LH1024
 LH1024_MARKER: DS = TRIANGULATION STATION DISK
 LH1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1024_STAMPING: COWAN 1935
 LH1024_MARK LOGO: CGS
 LH1024_PROJECTION: RECESSED 30 CENTIMETERS
 LH1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1024+STABILITY: SURFACE MOTION
 LH1024
 LH1024  HISTORY     - Date     Condition        Report By
 LH1024  HISTORY     - 1935     MONUMENTED       CGS
 LH1024  HISTORY     - 1951     GOOD             CGS
 LH1024  HISTORY     - 1959     GOOD             CGS
 LH1024
 LH1024                          STATION DESCRIPTION
 LH1024
 LH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1024'STATION IS 4-1/2 MILES SOUTH OF OXFORD, NEBRASKA, AND IS LOCATED
 LH1024'IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC. 25, T.
 LH1024'3 N., R. 21 W.  IT IS 3 MILES DUE NORTH OF THE INTERSECTION OF
 LH1024'NEBRASKA STATE HIGHWAYS 89 AND 46, IN THE NORTHWEST CORNER OF THE
 LH1024'INTERSECTION OF THE HIGHWAY AND A GRADED EAST-WEST ROAD, IN THE
 LH1024'SOUTHEAST CORNER OF A RYE FIELD OWNED BY M.M. COWAN WHO LIVES
 LH1024'1-1/2 MILES NORTH, 15 FEET WEST OF A NORTH-SOUTH WIRE FENCE, 41
 LH1024'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 46, 15 FEET NORTH
 LH1024'OF AN EAST-WEST WIRE FENCE, 41 FEET NORTH OF THE CENTERLINE OF A
 LH1024'GRADED EAST-WEST ROAD, 55 FEET NORTHWEST OF THE ROAD
 LH1024'INTERSECTION, AND MARK IS SET 12 INCHES BELOW THE GROUND
 LH1024'SURFACE.
 LH1024'
 LH1024'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 1
 LH1024'FOOT WEST OF A NORTH-SOUTH FENCE, 28 FEET WEST OF THE CENTERLINE
 LH1024'OF STATE HIGHWAY 46, AND PROJECTS 4 INCHES.
 LH1024'
 LH1024'REFERENCE MARK NO. 2IS WEST OF THE STATION, 1 FOOT
 LH1024'NORTH OF AN EAST-WEST FENCE, 24 FEET NORTH OF THE CENTERLINE
 LH1024'OF THE EAST-WEST GRADED ROAD AND PROJECTS 4 INCHES.
 LH1024'
 LH1024'AZIMUTH MARK IS SOUTH OF THE STATION, 1-1/2 FEET
 LH1024'WEST OF A NORTH-SOUTH WIRE FENCE, 24 FEET WEST OF THE CENTERLINE
 LH1024'OF STATE HIGHWAY 46 AND PROJECTS 6 INCHES.
 LH1024'
 LH1024'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 46 AND
 LH1024'STATE HIGHWAY 3 IN OXFORD, NEBRASKA, BY DRIVING SOUTH ON
 LH1024'STATE HIGHWAY 46 FOR 4.5 MILES TO INTERSECTION OF AN EAST-WEST
 LH1024'GRADED ROAD AND STATION.
 LH1024'
 LH1024'A 15-FOOT STAND CLEARS ALL LINES.
 LH1024'
 LH1024'ELEVATION 2260 FEET.
 LH1024
 LH1024                          STATION RECOVERY (1951)
 LH1024
 LH1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1024'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1024'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK
 LH1024'WAS ESTABLISHED.  THE DIRECTION OF THE OXFORD, MUNICIPAL
 LH1024'WATER TANK AND REFERENCE MARK NO. 1 WERE FOUND TO BE IN ERROR.
 LH1024'A CHECK WAS MADE IN THE FIELD AND THE 1951 DIRECTIONS ARE ASSUMED
 LH1024'TO BE CORRECT.
 LH1024'
 LH1024'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1024'
 LH1024'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF OXFORD AND IN
 LH1024'THE SOUTHEAST CORNER OF A CULTIVATED FIELD JUST NORTHWEST OF A T
 LH1024'ROAD INTERSECTION.  IT IS 45.0 FEET WEST OF THE CENTER OF STATE
 LH1024'HIGHWAY 46, 39.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 LH1024'ROAD, 12.0 FEET NORTHWEST OF A FENCE CORNER AND 7.0 FEET
 LH1024'WEST-NORTHWEST OF A POWERLINE POLE.  IT IS SET 15 INCHES
 LH1024'UNDERGROUND AND STAMPED COWAN 1935.
 LH1024'
 LH1024'REFERENCE MARK NO. 1 IS 35.0 FEET WEST OF THE CENTER OF STATE
 LH1024'HIGHWAY 46, 1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF
 LH1024'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1024'COWAN NO 1 1935.
 LH1024'
 LH1024'REFERENCE MARK NO. 2 IS 24.0 FEET NORTH OF THE CENTER OF AN
 LH1024'EAST-WEST GRADED ROAD, 2.0 FEET EAST OF A WITNESS POST AND 1.0
 LH1024'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND
 LH1024'STAMPED COWAN NO 2 1935.
 LH1024'
 LH1024'THE DISTANCE BETWEEN REFERENCE MARKS IS 181.4 FEET.
 LH1024'
 LH1024'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH OF THE STATION,
 LH1024'ON THE SOUTH SLOPE OF A HILL AND ON THE EAST RIGHT-OF-WAY OF
 LH1024'STATE HIGHWAY 46.  IT IS 42.0 FEET EAST OF THE CENTER OF STATE
 LH1024'HIGHWAY 46, 2.0 FEET SOUTH OF A WITNESS POST AND SET IN AN OLD
 LH1024'NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1024'COWAN 1935 RESET 1951.
 LH1024'
 LH1024'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTHEAST OF
 LH1024'THE DEPOT IN OXFORD, GO SOUTH ON STATE HIGHWAY 46 FOR 4.1 MILES
 LH1024'TO A T ROAD INTERSECTION AND THE STATION ON THE RIGHT AS
 LH1024'DESCRIBED.
 LH1024
 LH1024                          STATION RECOVERY (1959)
 LH1024
 LH1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1024'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1024'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE
 LH1024'HIGHWAY 46 WILL DESTROY THE AZIMUTH MARK AND REFERENCE MARK
 LH1024'NO. 1.  THEY WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LH1024'
 LH1024'STATION IS LOCATED ABOUT 4 MILES SOUTH OF OXFORD ALONG THE
 LH1024'RIGHT-OF-WAY OF STATE HIGHWAY 46, 77 FEET WEST OF THE CENTER OF
 LH1024'THE HIGHWAY, 42 FEET NORTH OF THE CENTER OF ROAD GOING WEST
 LH1024'FROM THE HIGHWAY, 19 FEET NORTHEAST OF THE SOUTHEAST CORNER
 LH1024'OF A FENCE, 13 FEET EAST OF FENCE, 4 FEET NORTHEAST OF POWER
 LH1024'POLE, AND 2 FEET SOUTH OF A NEW WITNESS SIGN POST.  THE MARK
 LH1024'IS 16 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LH1024'STAMPED COWAN 1935.
 LH1024'
 LH1024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 46
 LH1024'IN OXFORD, GO SOUTH ON STATE HIGHWAY 46 FOR 4.0 MILES TO A
 LH1024'T-ROAD WEST AND THE STATION ON THE RIGHT AS DESCRIBED.
 LH1024'
 LH1024'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 111 FEET WEST OF THE
 LH1024'SOUTHEAST FENCE CORNER, 24 FEET NORTH OF AN EAST-WEST GRADED
 LH1024'ROAD, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS 2
 LH1024'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1024'COWAN NO 2 1935.
 LH1024'
 LH1024'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 89 FEET WEST
 LH1024'OF THE CENTER OF STATE HIGHWAY 46, 2 FEET SOUTH OF A WHITE
 LH1024'WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 LH1024'2 INCHES AND THE DISK IS STAMPED COWAN NO 3 1935.
 LH1024'
 LH1024'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 65 FEET EAST OF
 LH1024'THE CENTER OF STATE HIGHWAY 46, 3 FEET NORTH OF A TELEPHONE
 LH1024'POLE, AND 2 FEET SOUTH OF A NEW WITNESS SIGN POST.  THE MARK
 LH1024'PROJECTS 4 INCHES AND THE DISK IS STAMPED COWAN 1935 RESET 1959.
 LH1024'
 LH1024'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LH1024'HIGHWAY 46 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0514 ***********************************************************************
 MN0514  DESIGNATION -  COWBOY
 MN0514  PID         -  MN0514
 MN0514  STATE/COUNTY-  NE/MORRILL
 MN0514  COUNTRY     -  US
 MN0514  USGS QUAD   -  COWBOY HILL (2017)
 MN0514
 MN0514                         *CURRENT SURVEY CONTROL
 MN0514  ______________________________________________________________________
 MN0514* NAD 83(1995) POSITION- 41 54 45.25381(N) 102 57 19.52742(W)   ADJUSTED
 MN0514* NAVD 88 ORTHO HEIGHT -  1298.    (meters)     4259.    (feet) SCALED
 MN0514  ______________________________________________________________________
 MN0514  GEOID HEIGHT    -        -18.975 (meters)                     GEOID18
 MN0514  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 MN0514  HORZ ORDER      -  THIRD
 MN0514
 MN0514.The horizontal coordinates were established by classical geodetic methods
 MN0514.and adjusted by the National Geodetic Survey in August 1997.
 MN0514
 MN0514.The orthometric height was scaled from a topographic map.
 MN0514
 MN0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0514.GEOID18 height accuracy estimate available here.
 MN0514
 MN0514.Click photographs - Photos may exist for this station.
 MN0514
 MN0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0514
 MN0514. The following values were computed from the NAD 83(1995) position.
 MN0514
 MN0514;                    North         East     Units Scale Factor Converg.
 MN0514;SPC NE       -   235,039.018   254,931.235   MT  0.99968374   -1 57 30.8
 MN0514;SPC NE       -   771,123.84    836,386.89   sFT  0.99968374   -1 57 30.8
 MN0514;UTM  13      - 4,642,090.500   669,562.423   MT  0.99995380   +1 21 57.9
 MN0514
 MN0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0514!SPC NE       -   0.99979950  x   0.99968374  =   0.99948330
 MN0514!UTM  13      -   0.99979950  x   0.99995380  =   0.99975331
 MN0514
 MN0514:                Primary Azimuth Mark                     Grid Az
 MN0514:SPC NE       -  COWBOY AZ MK                             283 02 58.9
 MN0514:UTM  13      -  COWBOY AZ MK                             279 43 30.2
 MN0514
 MN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6956242090(NAD 83)
 MN0514
 MN0514|---------------------------------------------------------------------|
 MN0514| PID    Reference Object                     Distance      Geod. Az  |
 MN0514|                                                           dddmmss.s |
 MN0514| CP6897 COWBOY RM 1                          13.219 METERS 05222     |
 MN0514| CP6898 COWBOY RM 2                          18.227 METERS 13842     |
 MN0514| CP6896 COWBOY AZ MK                                       2810528.1 |
 MN0514|---------------------------------------------------------------------|
 MN0514
 MN0514                          SUPERSEDED SURVEY CONTROL
 MN0514
 MN0514  NAD 83(1993)-  41 54 45.25352(N)    102 57 19.52757(W) AD(       ) 3
 MN0514  NAD 83(1986)-  41 54 45.25001(N)    102 57 19.52803(W) AD(       ) 3
 MN0514  NAD 27      -  41 54 45.35600(N)    102 57 17.78600(W) AD(       ) 3
 MN0514
 MN0514.Superseded values are not recommended for survey control.
 MN0514
 MN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0514.See file dsdata.pdf to determine how the superseded data were derived.
 MN0514
 MN0514_MARKER: DS = TRIANGULATION STATION DISK
 MN0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0514_STAMPING: COWBOY 1946
 MN0514_MARK LOGO: CGS
 MN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0514+STABILITY: SURFACE MOTION
 MN0514
 MN0514  HISTORY     - Date     Condition        Report By
 MN0514  HISTORY     - 1946     MONUMENTED       CGS
 MN0514
 MN0514                          STATION DESCRIPTION
 MN0514
 MN0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0514'LOCATED 14 MILES SOUTH-SOUTHWEST OF ALLIANCE, 4 MILES EAST-SOUTHEAST
 MN0514'OF OF THE BONNER CATTLE LOAN CO. RANCH HOUSE AND 60 YARDS EAST
 MN0514'OF A WIRE FENCE ON THE HIGHEST POINT OF A PROMINENT SAND HILL.
 MN0514'IT IS STAMPED COWBOY 1946 AND PROJECTS 4 INCHES.
 MN0514'
 MN0514'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 MN0514'IT IS STAMPED COWBOY NO 1 1946 AND PROJECTS 6 INCHES.
 MN0514'
 MN0514'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MN0514'IT IS STAMPED COWBOY NO 2 1946 AND PROJECTS 6 INCHES.
 MN0514'
 MN0514'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTH WEST OF A LONE WINDMILL
 MN0514'AND 60 PACES WEST OF A TRACK ROAD ON THE HIGHEST POINT OF A SAND
 MN0514'DUNE.  IT IS STAMPED COWBOY 1946 AND PROJECTS 12 INCHES.
 MN0514'
 MN0514'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 MN0514'AND 19 AT THE SOUTH EDGE OF ALLIANCE, GO SOUTH ON NO. 19 FOR
 MN0514'13.35 MILES TO A SIDE ROAD ON THE LEFT AT THE BONNER RAILROAD
 MN0514'SIDING, THEN TURN LEFT, EAST, CROSS TRACK FOR 0.45 MILE TO A
 MN0514'FORK.  TAKE LEFT FORK, CROSSING AN AUTO GATE, EASTERLY FOR 0.1
 MN0514'MILE TO THE BONNER CATTLE LOAN CO. RANCH BUILDINGS.  THEN RIGHT,
 MN0514'SOUTH FOR 0.1 MILE TO A FORK BETWEEN TWO BARNS.  THEN RIGHT
 MN0514'FORK FOR ABOUT 100 FEET TO A FORK.  THEN LEFT FORK, SOUTHERLY,
 MN0514'FOR 0.6 MILE TO A FORK ABOUT 100 YARDS NORTH OF A NORTHEAST
 MN0514'FENCE CORNER.  TAKE THE LEFT FORK (TRACK ROAD EVENTUALLY
 MN0514'DISAPPEARS) EASTERLY FOR 1.05 MILES TO A LONE WINDMILL.
 MN0514'CONTINUE EASTERLY FOR 0.1 MILE TO A TRACK ROAD.  THEN FOLLOW
 MN0514'TRACK ROAD EASTERLY FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 MN0514'RIGHT.  CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 0.3
 MN0514'MILES TO A LONE WINDMILL ON THE LEFT.  TURN LEFT, KEEPING TO
 MN0514'THE LEFT (NORTH) SIDE OF THE WINDMILL AND GO EASTERLY, ACROSS
 MN0514'COUNTRY, FOR 0.65 MILE TO A NORTH-SOUTH WIRE FENCE.  TAKE
 MN0514'FENCE DOWN, CONTINUE EASTERLY, FOR 60 YARDS TO THE HIGHEST
 MN0514'POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1182 ***********************************************************************
 LH1182  DESIGNATION -  COWLES ATT RELAY TOWER
 LH1182  PID         -  LH1182
 LH1182  STATE/COUNTY-  NE/WEBSTER
 LH1182  COUNTRY     -  US
 LH1182  USGS QUAD   -  COWLES (2017)
 LH1182
 LH1182                         *CURRENT SURVEY CONTROL
 LH1182  ______________________________________________________________________
 LH1182* NAD 83(1995) POSITION- 40 07 47.78124(N) 098 25 33.68162(W)   ADJUSTED
 LH1182  ______________________________________________________________________
 LH1182  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 LH1182  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LH1182  HORZ ORDER      -  THIRD
 LH1182
 LH1182.The horizontal coordinates were established by classical geodetic methods
 LH1182.and adjusted by the National Geodetic Survey in August 1997.
 LH1182
 LH1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1182.GEOID18 height accuracy estimate available here.
 LH1182
 LH1182.Click photographs - Photos may exist for this station.
 LH1182
 LH1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1182
 LH1182. The following values were computed from the NAD 83(1995) position.
 LH1182
 LH1182;                    North         East     Units Scale Factor Converg.
 LH1182;SPC NE       -    34,154.758   634,137.932   MT  0.99994380   +1 02 35.1
 LH1182;SPC NE       -   112,056.07  2,080,500.87   sFT  0.99994380   +1 02 35.1
 LH1182;UTM  14      - 4,442,337.239   548,901.678   MT  0.99962944   +0 22 11.8
 LH1182
 LH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4890142337(NAD 83)
 LH1182
 LH1182                          SUPERSEDED SURVEY CONTROL
 LH1182
 LH1182  NAD 83(1986)-  40 07 47.78873(N)    098 25 33.68022(W) AD(       ) 3
 LH1182  NAD 27      -  40 07 47.74597(N)    098 25 32.46924(W) AD(       ) 3
 LH1182
 LH1182.Superseded values are not recommended for survey control.
 LH1182
 LH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1182.See file dsdata.pdf to determine how the superseded data were derived.
 LH1182
 LH1182_MARKER: 44 = MICROWAVE MAST
 LH1182_MARK LOGO: CGS
 LH1182
 LH1182  HISTORY     - Date     Condition        Report By
 LH1182  HISTORY     - 1967     FIRST OBSERVED   CGS
 LH1182  HISTORY     - 1967     GOOD             CGS
 LH1182  HISTORY     - 19810826 GOOD             NGS
 LH1182
 LH1182                          STATION DESCRIPTION
 LH1182
 LH1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1182'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF GUIDE ROCK, ABOUT
 LH1182'6 MILES NORTHEAST OF RED CLOUD AND ABOUT 3 MILES SOUTH OF COWLES IN
 LH1182'AN OPEN FIELD ON THE WEST SIDE OF A GRAVELED ROAD.  THE TOWERS ARE
 LH1182'CONSTRUCTED OF STEEL AND ARE ABOUT 250 FEET HIGH, THEY ARE PAINTED
 LH1182'RED AND WHITE.  THE TOWERS ARE IN LINE NORTH AND SOUTH THE TOWERS
 LH1182'AND SMALL BUILDING ARE ENCLOSED IN A 6 FOOT CHAIN-LINK FENCE.  THE
 LH1182'POINT INTERSECTED WAS RED ON TOP.
 LH1182'
 LH1182'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 281 AND 136
 LH1182'IN RED CLOUD, GO EAST ON US HIGHWAY 136 FOR 4.85 MILES TO GRAVELED
 LH1182'CROSS ROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.6 MILES
 LH1182'TO A GRAVELED DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1
 LH1182'MILE TO STATION AS DESCRIBED.
 LH1182
 LH1182                          STATION RECOVERY (1967)
 LH1182
 LH1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LH1182'RECOVERED IN GOOD CONDITION.
 LH1182
 LH1182                          STATION RECOVERY (1981)
 LH1182
 LH1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1182'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LH1182'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1534 ***********************************************************************
 LH1534  DESIGNATION -  COWLES AZ MK 2
 LH1534  PID         -  LH1534
 LH1534  STATE/COUNTY-  NE/WEBSTER
 LH1534  COUNTRY     -  US
 LH1534  USGS QUAD   -  COWLES (2017)
 LH1534
 LH1534                         *CURRENT SURVEY CONTROL
 LH1534  ______________________________________________________________________
 LH1534* NAD 83(1995) POSITION- 40 13 11.36454(N) 098 25 44.96066(W)   ADJUSTED
 LH1534* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 LH1534  ______________________________________________________________________
 LH1534  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 LH1534  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LH1534  HORZ ORDER      -  THIRD
 LH1534
 LH1534.The horizontal coordinates were established by classical geodetic methods
 LH1534.and adjusted by the National Geodetic Survey in August 1997.
 LH1534
 LH1534.The orthometric height was scaled from a topographic map.
 LH1534
 LH1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1534.GEOID18 height accuracy estimate available here.
 LH1534
 LH1534.Click photographs - Photos may exist for this station.
 LH1534
 LH1534.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1534
 LH1534. The following values were computed from the NAD 83(1995) position.
 LH1534
 LH1534;                    North         East     Units Scale Factor Converg.
 LH1534;SPC NE       -    44,128.079   633,689.644   MT  0.99990786   +1 02 27.6
 LH1534;SPC NE       -   144,776.87  2,079,030.11   sFT  0.99990786   +1 02 27.6
 LH1534;UTM  14      - 4,452,312.179   548,570.620   MT  0.99962904   +0 22 07.0
 LH1534
 LH1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1534!SPC NE       -   0.99991239  x   0.99990786  =   0.99982026
 LH1534!UTM  14      -   0.99991239  x   0.99962904  =   0.99954146
 LH1534
 LH1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4857052312(NAD 83)
 LH1534
 LH1534                          SUPERSEDED SURVEY CONTROL
 LH1534
 LH1534  NAD 83(1986)-  40 13 11.37126(N)    098 25 44.96048(W) AD(       ) 3
 LH1534
 LH1534.Superseded values are not recommended for survey control.
 LH1534
 LH1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1534.See file dsdata.pdf to determine how the superseded data were derived.
 LH1534
 LH1534_MARKER: DZ = AZIMUTH MARK DISK
 LH1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1534_STAMPING: COWLES 1947 NO 2 1981
 LH1534_MARK LOGO: NGS
 LH1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1534+STABILITY: SURFACE MOTION
 LH1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1534+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LH1534
 LH1534  HISTORY     - Date     Condition        Report By
 LH1534  HISTORY     - 1981     MONUMENTED       NGS
 LH1534  HISTORY     - 20010807 GOOD             NEDR
 LH1534
 LH1534                          STATION DESCRIPTION
 LH1534
 LH1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1534'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTH FROM BLUE HILL,
 LH1534'5.6 KM (3.5 MI) NORTH FROM COWLES AND ON COUNTY ROAD RIGHT-OF-WAY.
 LH1534'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4,
 LH1534'4.83 KM (3.00 MI) SOUTH FROM BLUE HILL, GO SOUTH ON A GRADED COUNTY
 LH1534'ROAD FOR 8.05 KM (5.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 LH1534'A GRADED ROAD FOR 1.38 KM (0.86 MI) TO THE MARK ON THE LEFT.
 LH1534'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LH1534'0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.  IT IS 7.0 M (23.0 FT)
 LH1534'NORTH FROM THE CENTERLINE OF THE ROAD AND 0.3 M (1.0 FT) WEST FROM A
 LH1534'WITNESS POST.
 LH1534
 LH1534                          STATION RECOVERY (2001)
 LH1534
 LH1534'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH1534'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF EAST
 LH1534'JUNCTION OF HIGHWAY 4 AND HIGHWAY 281 W/LINK L-91-0.  PROCEED SOUTH
 LH1534'DOWN GRAVEL COUNTY ROAD 5.05 MILES (8.13 KM) TO A CROSSROADS.  THEN
 LH1534'TURN LEFT GOING EAST DOWN GRAVEL COUNTY ROAD 0.75 MILES (1.21 KM) TO
 LH1534'THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1181 ***********************************************************************
 LH1181  DESIGNATION -  COWLES RESET
 LH1181  PID         -  LH1181
 LH1181  STATE/COUNTY-  NE/WEBSTER
 LH1181  COUNTRY     -  US
 LH1181  USGS QUAD   -  COWLES (2017)
 LH1181
 LH1181                         *CURRENT SURVEY CONTROL
 LH1181  ______________________________________________________________________
 LH1181* NAD 83(1995) POSITION- 40 13 10.92831(N) 098 26 09.60723(W)   ADJUSTED
 LH1181* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 LH1181  ______________________________________________________________________
 LH1181  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 LH1181  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LH1181  HORZ ORDER      -  SECOND
 LH1181
 LH1181.The horizontal coordinates were established by classical geodetic methods
 LH1181.and adjusted by the National Geodetic Survey in August 1997.
 LH1181
 LH1181.The orthometric height was scaled from a topographic map.
 LH1181
 LH1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1181.GEOID18 height accuracy estimate available here.
 LH1181
 LH1181.Click photographs - Photos may exist for this station.
 LH1181
 LH1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1181
 LH1181. The following values were computed from the NAD 83(1995) position.
 LH1181
 LH1181;                    North         East     Units Scale Factor Converg.
 LH1181;SPC NE       -    44,104.064   633,107.286   MT  0.99990791   +1 02 11.2
 LH1181;SPC NE       -   144,698.08  2,077,119.49   sFT  0.99990791   +1 02 11.2
 LH1181;UTM  14      - 4,452,295.004   547,988.183   MT  0.99962835   +0 21 51.1
 LH1181
 LH1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1181!SPC NE       -   0.99991196  x   0.99990791  =   0.99981988
 LH1181!UTM  14      -   0.99991196  x   0.99962835  =   0.99954034
 LH1181
 LH1181:                Primary Azimuth Mark                     Grid Az
 LH1181:SPC NE       -  COWLES AZ MK                             089 16 55.9
 LH1181:UTM  14      -  COWLES AZ MK                             089 57 16.0
 LH1181
 LH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4798852295(NAD 83)
 LH1181
 LH1181|---------------------------------------------------------------------|
 LH1181| PID    Reference Object                     Distance      Geod. Az  |
 LH1181|                                                           dddmmss.s |
 LH1181| CN9054 COWLES RM 1                          17.305 METERS 02325     |
 LH1181| LH1534 COWLES AZ MK 2                      APPROX. 0.6 KM 0884030.4 |
 LH1181| LH1580 COWLES RM 3                           9.160 METERS 08917     |
 LH1181| LH1579 COWLES AZ MK                                       0901907.1 |
 LH1181| LH1182 COWLES ATT RELAY TOWER              APPROX.10.0 KM 1750720.6 |
 LH1181| LH1581 COWLES RM 4                          71.110 METERS 27026     |
 LH1181| CN9055 COWLES RM 2                          24.868 METERS 30854     |
 LH1181|---------------------------------------------------------------------|
 LH1181
 LH1181                          SUPERSEDED SURVEY CONTROL
 LH1181
 LH1181  NAD 83(1986)-  40 13 10.93499(N)    098 26 09.60692(W) AD(       ) 2
 LH1181  NAD 27      -  40 13 10.88800(N)    098 26 08.40600(W) AD(       ) 2
 LH1181
 LH1181.Superseded values are not recommended for survey control.
 LH1181
 LH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1181.See file dsdata.pdf to determine how the superseded data were derived.
 LH1181
 LH1181_MARKER: DS = TRIANGULATION STATION DISK
 LH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1181_STAMPING: COWLES 1947 1966
 LH1181_MARK LOGO: CGS
 LH1181_PROJECTION: FLUSH
 LH1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1181+STABILITY: SURFACE MOTION
 LH1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1181+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1981
 LH1181
 LH1181  HISTORY     - Date     Condition        Report By
 LH1181  HISTORY     - 1947     MONUMENTED       CGS
 LH1181  HISTORY     - 1966     MARK NOT FOUND   CGS
 LH1181  HISTORY     - 1966     GOOD             CGS
 LH1181  HISTORY     - 19810826 GOOD             NGS
 LH1181
 LH1181                          STATION DESCRIPTION
 LH1181
 LH1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1181'STATION IS LOCATED ABOUT 8 MILES SOUTH AND 1 MILE EAST OF BLUE HILL
 LH1181'ON THE SUMMIT OF A LOW RIDGE.  THE MARK, STAMPED COWLES 1947, IS 27
 LH1181'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET WEST OF
 LH1181'THE CENTER LINE OF A FIELD DRIVEWAY, 7 FEET EAST OF A WITNESS POST
 LH1181'AND PROJECTS 6 INCHES.
 LH1181'
 LH1181'REFERENCE MARK NO. 1, STAMPED COWLES NO 1 1947, IS 25 FEET NORTH OF
 LH1181'THE CENTER LINE OF AN EAST-WEST ROAD AND PROJECTS 4 INCHES.
 LH1181'
 LH1181'REFERENCE MARK NO. 2, STAMPED COWLES NO 2 1947, IS 25 FEET NORTH OF
 LH1181'THE CENTER LINE OF AN EAST-WEST ROAD AND PROJECTS 6 INCHES.
 LH1181'
 LH1181'THE AZIMUTH MARK, STAMPED COWLES 1947, IS 28 FEET SOUTH OF THE
 LH1181'CENTER LINE OF AN EAST-WEST ROAD, 23 FEET EAST OF THE CENTER LINE
 LH1181'OF A DRIVEWAY TO A FIELD, 4 FEET WEST OF A TELEPHONE POLE AND
 LH1181'PROJECTS 4 INCHES.
 LH1181'
 LH1181'TO REACH THE STATION FROM BLUE HILL, GO SOUTH ON U.S. HIGHWAY NO.
 LH1181'281 FOR 3.0 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 4.  AT THE
 LH1181'JUNCTION, CONTINUE STRAIGHT AHEAD SOUTH, FOR 5.0 MILES TO A
 LH1181'CROSSROAD.  AT THE CROSSROAD, TURN LEFT EAST, AND GO 0.5 MILE TO
 LH1181'THE SUMMIT OF A LOW RIDGE AND STATION NEAR FIELD DRIVEWAY ON THE
 LH1181'RIGHT, SOUTH SIDE OF ROAD.
 LH1181'
 LH1181'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.35 MILE TO
 LH1181'SUMMIT OF RIDGE AND MARK NEAR TELEPHONE POLE.
 LH1181'
 LH1181'A 47 FOOT SIGNAL AT STATION REIHER IS VG.
 LH1181'
 LH1181'A 74 FOOT SIGNAL AT STATION BLUE HILL 1898 IS VG.
 LH1181'
 LH1181'A 74 FOOT SIGNAL AT STATION BANGERT IS VG.
 LH1181'
 LH1181'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1181
 LH1181                          STATION RECOVERY (1966)
 LH1181
 LH1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1181'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LH1181'NO. 2 WERE FOUND DESTROYED BY ROAD CONSTRUCTION.  THE STATION
 LH1181'UNDERGROUND MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LH1181'GOOD CONDITION.
 LH1181'
 LH1181'THE STATION UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK WAS
 LH1181'SET.  REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1181'
 LH1181'FOLLOWING IS A NEW DESCRIPTION.
 LH1181'
 LH1181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 LH1181'STATE HIGHWAY 4 WHICH IS 3.0 MILES SOUTH OF BLUE HILL, GO SOUTH ON
 LH1181'A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 LH1181'EAST ON A GRAVELED ROAD FOR 0.5 MILE TO THE SUMMIT OF A LOW RIDGE
 LH1181'AND THE STATION ON THE RIGHT.  (CONTINUE EAST ON THE GRAVELED
 LH1181'ROAD FOR 0.35 MILE TO THE SUMMIT OF A RIDGE AND THE AZIMUTH MARK
 LH1181'ON THE RIGHT.)
 LH1181'
 LH1181'STATION MARKS ARE STANDARD DISKS STAMPED COWLES 1947 1966.  THE
 LH1181'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LH1181'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF THE
 LH1181'CENTER OF THE GRAVELED ROAD, 30 FEET WEST OF A TELEPHONE POLE, AND
 LH1181'1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 LH1181'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW
 LH1181'THE SURFACE OF THE GROUND.
 LH1181'
 LH1181'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COWLES NO. 3 1947
 LH1181'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1181'INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LH1181'2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 LH1181'
 LH1181'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COWLES NO. 4 1947
 LH1181'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1181'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LH1181'1.5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 LH1181'
 LH1181'AZIMUTH MARK, A STANDARD DISK STAMPED COWLES 1950, IS SET IN THE
 LH1181'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 29
 LH1181'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 24 FEET WEST OF THE
 LH1181'CENTER OF A FIELD ENTRANCE, 17 FEET EAST-SOUTHEAST OF A TELEPHONE
 LH1181'POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A
 LH1181'FENCE.
 LH1181'
 LH1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES SOUTH OF
 LH1181'BLUE HILL.
 LH1181
 LH1181                          STATION RECOVERY (1966)
 LH1181
 LH1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LH1181'RECOVERED IN GOOD CONDITION.
 LH1181
 LH1181                          STATION RECOVERY (1981)
 LH1181
 LH1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1181'THE SURFACE STATION MARK, RM 3 AND RM 4 WERE RECOVERED IN GOOD
 LH1181'CONDITION.  THE AZIMUTH MARK WAS FOUND, UNDISTURBED, ON A DIRT MOUND
 LH1181'IN A DRAINAGE DITCH.  THE DISTANCES TO THE RMS AGREED FAVORABLY WITH
 LH1181'1966 DATA.  A CHECK ANGLE TO A DISTANT OBJECT WAS OBTAINED,
 LH1181'THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  AN AZIMUTH MARK 2
 LH1181'WAS ESTABLISHED THIS DATE AND THE ORIGINAL AZIMUTH MARK WAS
 LH1181'DESTROYED.
 LH1181'THE 1966 ROUTING TO THE STATION IS STILL VALID.  TO REACH THE STATION
 LH1181'FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 3.0 MI
 LH1181'(4.8 KM) SOUTH FROM BLUE HILL, GO SOUTH ON A GRAVELED ROAD FOR 5.0 MI
 LH1181'(8.0 KM) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 LH1181'FOR 0.5 MI (0.8 KM) TO THE SUMMIT OF A LOW RIDGE AND THE STATION ON
 LH1181'THE RIGHT.
 LH1181'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LH1181'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  IT ITS 10.4 M
 LH1181'(34.1 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 6.55 M (21.49 FT)
 LH1181'EAST FROM THE CENTERLINE OF A FIELD ENTRANCE, 0.3 M (1.0 FT) SOUTHEAST
 LH1181'FROM A WITNESS POST AND 0.3 M (1.0 FT) SOUTH FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0385 ***********************************************************************
 MM0385  DESIGNATION -  COX
 MM0385  PID         -  MM0385
 MM0385  STATE/COUNTY-  NE/LINCOLN
 MM0385  COUNTRY     -  US
 MM0385  USGS QUAD   -  MAXWELL NE (2017)
 MM0385
 MM0385                         *CURRENT SURVEY CONTROL
 MM0385  ______________________________________________________________________
 MM0385* NAD 83(1995) POSITION- 41 12 36.62728(N) 100 32 33.02785(W)   ADJUSTED
 MM0385* NAVD 88 ORTHO HEIGHT -   940.    (meters)     3084.    (feet) VERTCON
 MM0385  ______________________________________________________________________
 MM0385  GEOID HEIGHT    -        -22.197 (meters)                     GEOID18
 MM0385  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 MM0385  HORZ ORDER      -  FIRST
 MM0385
 MM0385.The horizontal coordinates were established by classical geodetic methods
 MM0385.and adjusted by the National Geodetic Survey in August 1997.
 MM0385
 MM0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0385
 MM0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0385.GEOID18 height accuracy estimate available here.
 MM0385
 MM0385.Click photographs - Photos may exist for this station.
 MM0385
 MM0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0385
 MM0385. The following values were computed from the NAD 83(1995) position.
 MM0385
 MM0385;                    North         East     Units Scale Factor Converg.
 MM0385;SPC NE       -   153,007.325   454,516.539   MT  0.99967184   -0 21 34.3
 MM0385;SPC NE       -   501,991.53  1,491,193.01   sFT  0.99967184   -0 21 34.3
 MM0385;UTM  14      - 4,563,235.797   370,683.607   MT  0.99980581   -1 00 59.0
 MM0385
 MM0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0385!SPC NE       -   0.99985601  x   0.99967184  =   0.99952789
 MM0385!UTM  14      -   0.99985601  x   0.99980581  =   0.99966184
 MM0385
 MM0385:                Primary Azimuth Mark                     Grid Az
 MM0385:SPC NE       -  COX AZ MK RESET                          217 44 49.0
 MM0385:UTM  14      -  COX AZ MK RESET                          218 24 13.7
 MM0385
 MM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7068363235(NAD 83)
 MM0385
 MM0385|---------------------------------------------------------------------|
 MM0385| PID    Reference Object                     Distance      Geod. Az  |
 MM0385|                                                           dddmmss.s |
 MM0385| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 9.0 KM 1680858.0 |
 MM0385| CN9057 COX RM 1 AZIMUTH                                   1903945.3 |
 MM0385| CN9056 COX AZ MK RESET                                    2172314.7 |
 MM0385| CN9058 COX RM 2                             96.328 METERS 23728     |
 MM0385| CN9059 COX RM 3                            141.088 METERS 32751     |
 MM0385|---------------------------------------------------------------------|
 MM0385
 MM0385                          SUPERSEDED SURVEY CONTROL
 MM0385
 MM0385  NAD 83(1986)-  41 12 36.63281(N)    100 32 33.03545(W) AD(       ) 1
 MM0385  NAD 27      -  41 12 36.63237(N)    100 32 31.53674(W) AD(       ) 1
 MM0385  NGVD 29 (07/19/86)  940.     (m)         3084.     (f) VERT ANG       
 MM0385
 MM0385.Superseded values are not recommended for survey control.
 MM0385
 MM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0385.See file dsdata.pdf to determine how the superseded data were derived.
 MM0385
 MM0385_MARKER: DS = TRIANGULATION STATION DISK
 MM0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0385_STAMPING: COX 1933
 MM0385_MARK LOGO: CGS
 MM0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0385+STABILITY: SURFACE MOTION
 MM0385
 MM0385  HISTORY     - Date     Condition        Report By
 MM0385  HISTORY     - 1933     MONUMENTED       CGS
 MM0385  HISTORY     - 1951     GOOD             CGS
 MM0385  HISTORY     - 1973     GOOD             NGS
 MM0385
 MM0385                          STATION DESCRIPTION
 MM0385
 MM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0385'ABOUT 12 MILES NORTHEAST OF NORTH PLATTE NEAR WEST QUARTER
 MM0385'CORNER, SEC. 4, T. 14 N., R. 28 W., COX PRECINCT, IN SANDY
 MM0385'PASTURE.
 MM0385'
 MM0385'REACHED FROM NORTH PLATTE VIA STATE HIGHWAY 16, NORTH AND
 MM0385'EAST 3.7 MILES, THENCE STRAIGHT EAST 1.2 MILES, AND NORTHEAST
 MM0385'BY MAIN ROAD 6.9 MILES TO A RANCH HOUSE.  KEEP MAIN ROAD
 MM0385'EAST 2.6 MILES TO SUKRAWS RANCH, THENCE SOUTH ON TRAIL 0.9
 MM0385'MILE, THENCE EAST ACROSS PASTURE 0.8 MILE TO STATION.  TRUCK
 MM0385'TO STATION.  STATION IS ON SOUTHWESTERLY OF HIGHEST KNOLLS
 MM0385'ON TOP OF SAND HILL AND ABOUT 100 YARDS EAST OF SECTION-LINE FENCE.
 MM0385'
 MM0385'REFERENCE MARK NO. 1 (AZIMUTH MARK), IS WEST
 MM0385'OF SOUTH OF STATION AT A FENCE CORNER, POSSIBLY SOUTHWEST
 MM0385'CORNER SEC. 4.
 MM0385'
 MM0385'REFERENCE MARK NO. 2, IS SOUTHWEST OF STATION IN
 MM0385'WEST SECTION-LINE FENCE.
 MM0385'
 MM0385'REFERENCE MARK NO. 3 IS NORTHWEST OF STATION IN
 MM0385'WEST SECTION-LINE FENCE.
 MM0385'
 MM0385'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0385
 MM0385                          STATION RECOVERY (1951)
 MM0385
 MM0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0385'THE STATION, REFERENCE MARK NUMBER 2 AND REFERENCE MARK NUMBER
 MM0385'3 WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NO.
 MM0385'1 (AZIMUTH MARK) WAS DESTROYED AND A NEW AZIMUTH MARK WAS
 MM0385'ESTABLISHED BY THIS PARTY.  THE DISTANCE TO REFERENCE MARK
 MM0385'NO. 3 WAS FOUND TO BE 27.85 FEET LONGER THAN THE 1933
 MM0385'MEASUREMENT.
 MM0385'
 MM0385'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MM0385'
 MM0385'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF NORTH
 MM0385'PLATTE, ON THE HIGHEST POINT OF A GRASS COVERED SAND HILL.
 MM0385'IT IS 246 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 MM0385'SOUTHWEST OF A WITNESS POST.  IT IS STAMPED COX 1933 AND
 MM0385'PROJECTS 4 INCHES.
 MM0385'
 MM0385'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A NORTH-SOUTH FENCE
 MM0385'LINE.  IT IS STAMPED COX NO 2 1933 AND PROJECTS 4 INCHES.
 MM0385'
 MM0385'REFERENCE MARK NO. 3 IS SET IN A NORTH-SOUTH FENCE LINE.
 MM0385'IT IS STAMPED COX NO 3 1933 AND PROJECTS 3 INCHES.
 MM0385'
 MM0385'THE AZIMUTH MARK IS LOCATED 0.6 MILES SOUTHEAST OF A WINDMILL,
 MM0385'2 FEET EAST-NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF
 MM0385'AN EAST-WEST FENCE LINE.  IT IS STAMPED COX 1933 RESET 1951
 MM0385'AND PROJECTS 5 INCHES.
 MM0385'
 MM0385'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 MM0385'GO NORTH ON U.S. HIGHWAYS 83 AND 30 FOR 0.65 MILE TO THE
 MM0385'POINT WHERE U.S. HIGHWAY 30 TURNS WEST.  CONTINUE NORTH ON
 MM0385'U.S. HIGHWAY 83 FOR 1.2 MILES TO A CROSSROAD, TURN RIGHT AND
 MM0385'GO EAST ON A GRAVELED ROAD FOR 2.2 MILES TO A T ROAD LEFT.
 MM0385'CONTINUE EAST FOR 1.0 MILE TO A T ROAD RIGHT, CONTINUE EAST
 MM0385'AND NORTHEAST ON A SAND ROAD FOR 1.55 MILES TO A CATTLE GUARD.
 MM0385'CROSS CATTLE GUARD AND CONTINUE NORTH AND EAST FOR 1.25
 MM0385'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 MM0385'NORTH AND EAST FOR 0.8 MILE TO A CATTLE GUARD.  CROSS CATTLE
 MM0385'GUARD AND GO NORTHERLY FOR 0.6 MILE TO A FENCE CORNER, GO
 MM0385'EAST FOR 0.6 MILE TO A T ROAD LEFT, CONTINUE EAST FOR 0.5
 MM0385'MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHERLY FOR
 MM0385'0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST
 MM0385'FOR 0.4 MILE TO A CATTLE GUARD, CROSS THE CATTLE GUARD
 MM0385'AND CONTINUE NORTHEAST FOR 0.75 MILE TO A CATTLE GUARD.  CROSS
 MM0385'THE CATTLE GUARD AND GO EASTERLY FOR 0.5 MILE TO A CATTLE
 MM0385'GUARD SOUTHEAST OF A WINDMILL, CROSS CATTLE GUARD AND
 MM0385'CONTINUE EASTERLY FOR 1.15 MILES TO A CATTLE GUARD.
 MM0385'CROSS THE CATTLE GUARD AND GO NORTHEAST AND EAST FOR 1.4
 MM0385'MILES TO MR. EARNEST E. SUKRAWS HOME ON THE LEFT, TURN RIGHT
 MM0385'AND GO SOUTHERLY ON A DIM TRACK ROAD FOR 0.4 MILE TO A
 MM0385'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.5
 MM0385'MILE TO A WINDMILL, TURN LEFT AND GO EAST ACROSS ROLLING
 MM0385'HILLS FOR 0.8 MILE TO A NORTH-SOUTH FENCE LINE AND A
 MM0385'TRIANGLE BLAZE ON A FENCE POST.  THE STATION IS ABOUT 100
 MM0385'YARDS SOUTHEAST ON THE HIGHEST POINT OF THE HILL.
 MM0385
 MM0385                          STATION RECOVERY (1973)
 MM0385
 MM0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0385'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH
 MM0385'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MM0385'DISTANCE TO REFERENCE MARK 2 AND REFERENCE MARK 3 WAS
 MM0385'ELECTRONICALLY MEASURED.  A SHORTER DISTANCE OF 2.83 FEET TO
 MM0385'REFERENCE MARK 2 AND A SHORTER DISTANCE OF 0.56 FOOT TO
 MM0385'REFERENCE MARK 3 WAS CHECKED AND VERFIED.  THE DIRECTION
 MM0385'TO THE MARKS COMPARED FAVORABLY WITH THE 1951 DATA.  A NEW
 MM0385'AND COMPLETE DESCRIPTION FOLLOWS--
 MM0385'
 MM0385'THE STATION IS LOCATED 23 MILES SOUTHWEST OF ARNOLD, 18 MILES
 MM0385'SOUTH OF STAPLETON, 9 MILES NORTH OF MAXWELL, ON TOP OF A
 MM0385'GRASS COVERED SAND HILL, AND ON PROPERTY OWNED BY MR. HAROLD
 MM0385'SUKRAW, PHONE NUMBER 582-4420.
 MM0385'
 MM0385'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD GO NORTH
 MM0385'ON S. WALNUT STREET FOR 0.2 MILE TO THE JUNCTION WITH STATE
 MM0385'HIGHWAYS 70 AND 92.  TURN LEFT AND GO WEST ON STATE HIGHWAYS
 MM0385'70 AND 92 FOR 3.1 MILES TO THE LOGAN-CUSTER COUNTY LINE.
 MM0385'CONTINUE AHEAD, WEST ON STATE HIGHWAYS 70 AND 92 FOR 11.5
 MM0385'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON BLADED SAND
 MM0385'ROAD FOR 2.05 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 MM0385'BLADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 MM0385'AND GO SOUTH FOR 2.0 MILES TO A CROSSROAD.  CONTINUE AHEAD
 MM0385'SOUTH FOR 5.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 MM0385'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 MM0385'MAIN BLADED SAND ROAD FOR 5.9 MILES TO A SIDE ROAD ON A
 MM0385'CURVE.  CONTINUE SOUTH ON MAIN ROAD FOR 1.6 MILES TO A
 MM0385'SIDE ROAD RIGHT AND CATTLE GUARD.  TURN RIGHT, PASS
 MM0385'OVER CATTLE GUARD AND GO SOUTHWEST ON DIM TRACK ROAD FOR
 MM0385'0.8 MILE TO A WINDMILL ON THE LEFT.  CONTINUE SOUTHERLY ON
 MM0385'DIM TRACK ROAD FOR 1.0 MILE TO A WINDMILL ON THE LEFT,
 MM0385'ABOUT 300 YARDS EAST OF THE TRACK ROAD.  BEAR RIGHT AND GO
 MM0385'WEST ACROSS PASTURE FOR 0.55 MILE TO A NORTH-SOUTH FENCE
 MM0385'AND GATE.  (TO REACH THE AZIMUTH MARK GO SOUTH FOR 0.1 MILE
 MM0385'TO FENCE CORNER.  TURN RIGHT AND GO WEST ALONG SOUTH SIDE
 MM0385'OF EAST-WEST FENCE LINE FOR 0.2 MILE TO THE MARK IN THE
 MM0385'FENCE LINE.) TURN RIGHT AND GO NORTH ALONG THE EAST
 MM0385'SIDE OF FENCE FOR 0.3 MILE TO THE TOP OF THE HILL, THEN
 MM0385'BEAR RIGHT AND GO EAST FOR 0.1 MILE TO THE HIGHEST POINT
 MM0385'AND THE STATION.
 MM0385'
 MM0385'THE STATION MARK IS A STANDARD DISK STAMPED COX 1933, SET
 MM0385'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MM0385'1 INCH ABOVE GROUND.  IT IS 29.0 FEET NORTH OF THE SOUTH
 MM0385'EDGE OF THE HILL AND 11.5 FEET WEST OF A 4 X 4-INCH WOODEN
 MM0385'WITNESS POST WITH SIGN ATTACHED.
 MM0385'
 MM0385'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COX NO 2 1933,
 MM0385'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0385'PROJECTS 3 INCHES ABOVE GROUND.  IT IS IN A NORTH-SOUTH FENCE
 MM0385'LINE AND ABOUT 12 FEET LOWER THAN THE STATION.
 MM0385'
 MM0385'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COX NO 3 1933,
 MM0385'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0385'PROJECTS 3 INCHES ABOVE GROUND.  IT IS IN A NORTH-SOUTH FENCE
 MM0385'LINE AND ABOUT 5 FEET LOWER THAN THE STATION.
 MM0385'
 MM0385'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COX 1933 RESET
 MM0385'1951, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 MM0385'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 1.0 FOOT NORTH
 MM0385'OF A EAST-WEST FENCE LINE.
 MM0385'
 MM0385'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MM0385'
 MM0385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MM0385'NORTH OF MAXWELL
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0552 ***********************************************************************
 MN0552  DESIGNATION -  COYOTE
 MN0552  PID         -  MN0552
 MN0552  STATE/COUNTY-  NE/CHEYENNE
 MN0552  COUNTRY     -  US
 MN0552  USGS QUAD   -  EASTERLY AIRPORT (2017)
 MN0552
 MN0552                         *CURRENT SURVEY CONTROL
 MN0552  ______________________________________________________________________
 MN0552* NAD 83(1995) POSITION- 41 06 42.87309(N) 103 12 55.31604(W)   ADJUSTED
 MN0552* NAVD 88 ORTHO HEIGHT -  1418.    (meters)     4652.    (feet) SCALED
 MN0552  ______________________________________________________________________
 MN0552  GEOID HEIGHT    -        -19.478 (meters)                     GEOID18
 MN0552  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 MN0552  HORZ ORDER      -  SECOND
 MN0552
 MN0552.The horizontal coordinates were established by classical geodetic methods
 MN0552.and adjusted by the National Geodetic Survey in August 1997.
 MN0552
 MN0552.The orthometric height was scaled from a topographic map.
 MN0552
 MN0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0552.GEOID18 height accuracy estimate available here.
 MN0552
 MN0552.Click photographs - Photos may exist for this station.
 MN0552
 MN0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0552
 MN0552. The following values were computed from the NAD 83(1995) position.
 MN0552
 MN0552;                    North         East     Units Scale Factor Converg.
 MN0552;SPC NE       -   146,974.815   230,080.790   MT  0.99968209   -2 07 50.9
 MN0552;SPC NE       -   482,199.87    754,856.73   sFT  0.99968209   -2 07 50.9
 MN0552;UTM  13      - 4,552,714.837   649,839.668   MT  0.99987633   +1 10 25.2
 MN0552
 MN0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0552!SPC NE       -   0.99978074  x   0.99968209  =   0.99946290
 MN0552!UTM  13      -   0.99978074  x   0.99987633  =   0.99965709
 MN0552
 MN0552:                Primary Azimuth Mark                     Grid Az
 MN0552:SPC NE       -  COYOTE AZ MK                             094 23 06.6
 MN0552:UTM  13      -  COYOTE AZ MK                             091 04 50.5
 MN0552
 MN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4983952714(NAD 83)
 MN0552
 MN0552|---------------------------------------------------------------------|
 MN0552| PID    Reference Object                     Distance      Geod. Az  |
 MN0552|                                                           dddmmss.s |
 MN0552| CP6900 COYOTE RM 1                           8.181 METERS 08618     |
 MN0552| CP6899 COYOTE AZ MK                                       0921515.7 |
 MN0552| CP6901 COYOTE RM 2                           8.763 METERS 31623     |
 MN0552|---------------------------------------------------------------------|
 MN0552
 MN0552                          SUPERSEDED SURVEY CONTROL
 MN0552
 MN0552  NAD 83(1993)-  41 06 42.87174(N)    103 12 55.31632(W) AD(       ) 2
 MN0552  NAD 83(1992)-  41 06 42.86517(N)    103 12 55.31672(W) AD(       ) 2
 MN0552  NAD 83(1986)-  41 06 42.86463(N)    103 12 55.31654(W) AD(       ) 2
 MN0552  NAD 27      -  41 06 42.92450(N)    103 12 53.57430(W) AD(       ) 2
 MN0552
 MN0552.Superseded values are not recommended for survey control.
 MN0552
 MN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0552.See file dsdata.pdf to determine how the superseded data were derived.
 MN0552
 MN0552_MARKER: DS = TRIANGULATION STATION DISK
 MN0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0552_STAMPING: COYOTE 1963
 MN0552_MARK LOGO: CGS
 MN0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0552+STABILITY: SURFACE MOTION
 MN0552
 MN0552  HISTORY     - Date     Condition        Report By
 MN0552  HISTORY     - 1963     MONUMENTED       CGS
 MN0552
 MN0552                          STATION DESCRIPTION
 MN0552
 MN0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0552'THE STATION IS LOCATED 13 MILES WEST-SOUTHWEST OF SIDNEY, 9-1/2
 MN0552'MILES SOUTHEAST OF POTTER, 7 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0552'STATE LINE, ON THE TOP OF A LOW GRASS COVERED HILL WHICH OVERLOOKS
 MN0552'SIDNEY DRAW, ON PROPERTY OWNED BY MR. KEITH SPRINGER.
 MN0552'
 MN0552'TO REACH THE STATION FROM THE RAILROAD DEPOT IN POTTER, GO
 MN0552'SOUTH FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 30.  TURN
 MN0552'LEFT AND GO EAST ON U.S. HIGHWAY 30 FOR 5.0 MILES TO A CROSSROAD.
 MN0552'TURN RIGHT AND GO SOUTH ON A GRAVELED AND GRADED ROAD FOR 7.35
 MN0552'MILES TO A SCHOOL HOUSE ON THE LEFT AND A WIRE GATE.  TURN
 MN0552'SHARP LEFT THROUGH THE WIRE GATE, PASSING TO THE LEFT OF A WATER
 MN0552'TANK AND A WINDMILL, AND GO NORTHEAST ON A TRACK ROAD FOR 0.75
 MN0552'MILE TO A LOW SADDLE.  TURN LEFT AND GO WESTERLY ACROSS AN
 MN0552'OPEN PASTURE FOR 0.15 MILE TO THE TOP OF THE RIDGE AND THE
 MN0552'AZIMUTH MARK AS DESCRIBED NEAR A SMALL CAIRN.  CONTINUE
 MN0552'WESTERLY ACROSS THE PASTURE FOR 0.3 MILE TO THE STATION AS
 MN0552'DESCRIBED.
 MN0552'
 MN0552'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0552'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED COYOTE
 MN0552'1963.  IT IS 36 FEET NORTH OF THE SOUTH EDGE OF THE HILL AND 4
 MN0552'FEET NORTHEAST OF A SMALL CAIRN.
 MN0552'
 MN0552'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0552'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MN0552'COYOTE NO 1 1963.  IT IS 1 FOOT LOWER IN ELEVATION THAN THE
 MN0552'STATION MARK.
 MN0552'
 MN0552'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0552'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED COYOTE
 MN0552'NO 2 1963.  IT IS 1 FOOT LOWER IN ELEVATION THAN THE STATION
 MN0552'MARK.
 MN0552'
 MN0552'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MN0552'OUTCROPPING BEDROCK AND IS STAMPED COYOTE 1963.  IT IS 1 FOOT
 MN0552'NORTH OF A SMALL CAIRN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1003 ***********************************************************************
 LH1003  DESIGNATION -  COZAD
 LH1003  PID         -  LH1003
 LH1003  STATE/COUNTY-  NE/DAWSON
 LH1003  COUNTRY     -  US
 LH1003  USGS QUAD   -  COZAD (2017)
 LH1003
 LH1003                         *CURRENT SURVEY CONTROL
 LH1003  ______________________________________________________________________
 LH1003* NAD 83(1995) POSITION- 40 51 29.70931(N) 099 59 15.24516(W)   ADJUSTED
 LH1003* NAD 83(1995) ELLIP HT-   734.933 (meters)        (06/27/02)   ADJUSTED
 LH1003* NAVD 88 ORTHO HEIGHT -   758.346 (meters)     2488.01  (feet) ADJUSTED
 LH1003  ______________________________________________________________________
 LH1003  GEOID HEIGHT    -        -23.415 (meters)                     GEOID18
 LH1003  NAD 83(1995) X  -   -837,941.718 (meters)                     COMP
 LH1003  NAD 83(1995) Y  - -4,758,240.657 (meters)                     COMP
 LH1003  NAD 83(1995) Z  -  4,151,011.031 (meters)                     COMP
 LH1003  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LH1003  DYNAMIC HEIGHT  -        757.902 (meters)     2486.55  (feet) COMP
 LH1003  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 LH1003
 LH1003  HORZ ORDER      -  THIRD
 LH1003  VERT ORDER      -  FIRST     CLASS II
 LH1003  ELLP ORDER      -  FOURTH    CLASS I
 LH1003
 LH1003.The horizontal coordinates were established by classical geodetic methods
 LH1003.and adjusted by the National Geodetic Survey in August 1997.
 LH1003
 LH1003.The orthometric height was determined by differential leveling and
 LH1003.adjusted by the NATIONAL GEODETIC SURVEY
 LH1003.in June 1991.
 LH1003
 LH1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1003.GEOID18 height accuracy estimate available here.
 LH1003
 LH1003.Click photographs - Photos may exist for this station.
 LH1003
 LH1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1003
 LH1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1003
 LH1003.The ellipsoidal height was determined by GPS observations
 LH1003.and is referenced to NAD 83.
 LH1003
 LH1003.The dynamic height is computed by dividing the NAVD 88
 LH1003.geopotential number by the normal gravity value computed on the
 LH1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1003.degrees latitude (g = 980.6199 gals.).
 LH1003
 LH1003.The modeled gravity was interpolated from observed gravity values.
 LH1003
 LH1003. The following values were computed from the NAD 83(1995) position.
 LH1003
 LH1003;                    North         East     Units Scale Factor Converg.
 LH1003;SPC NE       -   113,794.159   501,047.906   MT  0.99972200   +0 00 29.7
 LH1003;SPC NE       -   373,339.67  1,643,854.67   sFT  0.99972200   +0 00 29.7
 LH1003;UTM  14      - 4,523,491.241   416,765.728   MT  0.99968527   -0 38 45.9
 LH1003
 LH1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1003!SPC NE       -   0.99988473  x   0.99972200  =   0.99960676
 LH1003!UTM  14      -   0.99988473  x   0.99968527  =   0.99957004
 LH1003
 LH1003:                Primary Azimuth Mark                     Grid Az
 LH1003:SPC NE       -  COZAD AZ MK                              291 49 24.4
 LH1003:UTM  14      -  COZAD AZ MK                              292 28 40.0
 LH1003
 LH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1676523491(NAD 83)
 LH1003
 LH1003|---------------------------------------------------------------------|
 LH1003| PID    Reference Object                     Distance      Geod. Az  |
 LH1003|                                                           dddmmss.s |
 LH1003| CN9063 COZAD RM 3                           15.941 METERS 02411     |
 LH1003| LH1085 COZAD KAN NEBR NAT GAS CO MAST      APPROX. 2.9 KM 1195520.6 |
 LH1003| CN9064 COZAD RM 4                           26.289 METERS 14151     |
 LH1003| CN9061 COZAD RM 1                           18.020 METERS 28157     |
 LH1003| CN9060 COZAD AZ MK                                        2914954.1 |
 LH1003| LH1084 COZAD MUNICIPAL TANK                 16.098 METERS 30134     |
 LH1003| CN9062 COZAD RM 2                           15.331 METERS 32633     |
 LH1003|---------------------------------------------------------------------|
 LH1003
 LH1003                          SUPERSEDED SURVEY CONTROL
 LH1003
 LH1003  ELLIP H (08/18/97)  734.969  (m)                       GP(       ) 4 1
 LH1003  NAD 83(1986)-  40 51 29.71694(N)    099 59 15.24992(W) AD(       ) 3
 LH1003  NAD 27      -  40 51 29.68800(N)    099 59 13.81000(W) AD(       ) 3
 LH1003  NGVD 29 (02/14/92)  758.047  (m)         2487.03   (f) ADJUSTED    1 2
 LH1003  NGVD 29             758.03   (m)         2487.0    (f) LEVELING    3  
 LH1003
 LH1003.Superseded values are not recommended for survey control.
 LH1003
 LH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1003.See file dsdata.pdf to determine how the superseded data were derived.
 LH1003
 LH1003_MARKER: DS = TRIANGULATION STATION DISK
 LH1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1003_STAMPING: COZAD 1951
 LH1003_MARK LOGO: CGS
 LH1003_PROJECTION: FLUSH
 LH1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1003+STABILITY: SURFACE MOTION
 LH1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1003+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 LH1003
 LH1003  HISTORY     - Date     Condition        Report By
 LH1003  HISTORY     - 1951     MONUMENTED       CGS
 LH1003  HISTORY     - 1959     GOOD             CGS
 LH1003  HISTORY     - 1963     GOOD             CGS
 LH1003  HISTORY     - 1964     GOOD             CGS
 LH1003  HISTORY     - 1986     GOOD             NGS
 LH1003  HISTORY     - 19890417 GOOD             NGS
 LH1003  HISTORY     - 20100331 GOOD             INDIV
 LH1003  HISTORY     - 20130806 GOOD             GEOCAC
 LH1003  HISTORY     - 20200213 GOOD             NEGS
 LH1003
 LH1003                          STATION DESCRIPTION
 LH1003
 LH1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1003'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF COZAD,
 LH1003'71 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30 AND 33.6 FEET
 LH1003'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL, RED BRICK BUILDING.
 LH1003'IT IS STAMPED COZAD 1951 AND IS SET FLUSH.
 LH1003'
 LH1003'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN THE
 LH1003'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE COZAD MUNICIPAL
 LH1003'WATER TANK.  IT IS 52 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30.
 LH1003'IT IS STAMPED COZAD NO 1 1951.
 LH1003'
 LH1003'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 LH1003'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE COZAD MUNICIPAL
 LH1003'WATER TANK.  IT IS 49 FEET SOUTH OF THE CENTER OF AN EAST WEST
 LH1003'STREET AND 50 FEET WEST OF THE NORTHWEST CORNER OF A SMALL, RED
 LH1003'BRICK BUILDING.  IT IS STAMPED COZAD NO 2 1951.
 LH1003'
 LH1003'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1003'IS 42.3 FEET.
 LH1003'
 LH1003'THE AZIMUTH MARK IS LOCATED 41 FEET WEST OF A TELEPHONE POLE AND
 LH1003'22 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30.  IT IS A STANDARD
 LH1003'AZIMUTH MARK DISK SET IN THE CONCRETE CURB ON THE SOUTH SIDE OF
 LH1003'U.S. HIGHWAY 30.  IT IS STAMPED COZAD 1951.
 LH1003'
 LH1003'A TRAVERSE MEASUREMENT WAS MADE TO THE COZAD MUNICIPAL WATER TANK.
 LH1003'
 LH1003'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH ON A
 LH1003'PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 30, TURN RIGHT AND GO
 LH1003'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 0.2 MILE TO A T STREET RIGHT
 LH1003'AND THE STATION IN THE NORTHWEST ANGLE OF THE T STREET
 LH1003'INTERSECTION AS DESCRIBED.
 LH1003'
 LH1003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST ON
 LH1003'U.S. HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LH1003'DESCRIBED.
 LH1003'
 LH1003'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1003
 LH1003                          STATION RECOVERY (1959)
 LH1003
 LH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1003'STATION RECOVERED AS PREVIOUSLY DESCRIBED, ALL MARKS FOUND INTACT
 LH1003'AND ORIGINAL DESCRIPTION ADEQUATE.  AT THIS DATE A DIRECT
 LH1003'MEASUREMENT WAS MADE FROM THE INSTRUMENT AT TRIPOD HEAD TO CENTER
 LH1003'OF THE BALL ATOP THE WATER TANK.  MEASUREMENTS TO THE TWO
 LH1003'REFERENCE MARKS CHECKED THE ORIGINAL DISTANCES.
 LH1003
 LH1003                          STATION RECOVERY (1963)
 LH1003
 LH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1003'STATION AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 LH1003'DESCRIBED, IN GOOD CONDITION.
 LH1003
 LH1003                          STATION RECOVERY (1964)
 LH1003
 LH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1003'STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF COZAD IN A
 LH1003'SMALL CITY PARK AND THE CITY WATER TANK, 65 FEET NORTH-NORTHEAST
 LH1003'OF THE CENTERLINE OF U.S. HIGHWAY 30, 72 FEET WEST-NORTHWEST OF A
 LH1003'FIRE PLUG, 64 FEET SOUTH OF THE SOUTH CURB OF 7TH STREET, 63 FEET
 LH1003'WEST OF THE WEST CURB OF H AVENUE, 33.5 FEET SOUTHWEST OF THE
 LH1003'SOUTHWEST CORNER OF RED BRICK BUILDING, AND 44 FEET
 LH1003'NORTH-NORTHEAST OF THE NORTH CURB FOR THE HIGHWAY.  THE MARK IS
 LH1003'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1003'COZAD 1951.
 LH1003'
 LH1003'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH ON A
 LH1003'PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND GO
 LH1003'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 0.2 MILE TO A T-STREET RIGHT
 LH1003'AND THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 LH1003'
 LH1003'THE WATER TANK IS SCHEDULED FOR DEMOLITION IN THE NEAR FUTURE, SO
 LH1003'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED AND REFERENCE MARKS
 LH1003'NO. 3 AND NO. 4 WERE ESTABLISHED.
 LH1003'
 LH1003'REFERENCE MARK NO. 3 IS 52.30 FEET NORTH-NORTHEAST OF THE STATION
 LH1003'AT THE NORTHWEST CORNER OF A SMALL RED BRICK BUILDING WHICH HOUSES
 LH1003'A WELL, AND 16 FEET SOUTH OF THE SOUTH CURB OF 7TH STREET.  THE
 LH1003'DISK IS STAMPED COZAD NO 3 1951 AND SET IN A DRILLHOLE IN THE
 LH1003'FOUNDATION WHICH PROJECTS OUTWARD FROM THE BRICK BUILDING.
 LH1003'
 LH1003'REFERENCE MARK NO. 4 IS 86.25 FEET SOUTHEAST OF THE STATION,
 LH1003'28 FEET NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 30,
 LH1003'22 FEET SOUTH OF A FIREPLUG, 10 FEET WEST OF THE WEST CURB OF H
 LH1003'AVENUE, 7 FEET NORTH-NORTHEAST OF CURB FOR U.S. HIGHWAY 30,
 LH1003'AND 3 FEET NORTHWEST OF CONCRETE SIGNPOST FOR H AVENUE.  THE DISK
 LH1003'IS STAMPED COZAD NO 4 1951 AND SET IN A DRILLHOLE IN THE
 LH1003'NORTHWEST CORNER OF THE CONCRETE BASE FOR LIGHTPOST.
 LH1003'
 LH1003'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 110 FEET NORTHWEST
 LH1003'OF THE NORTHWEST CORNER OF THE ALLIED MILLS INC. (COZAD PLANT) TILE
 LH1003'STORAGE BUILDING, AND 21 FEET SOUTH OF THE CENTERLINE OF U.S.
 LH1003'HIGHWAY 30.  THE DISK IS STAMPED COZAD 1951 AND SET IN A DRILLHOLE
 LH1003'IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30.
 LH1003'
 LH1003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 LH1003'HIGHWAY 30 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LH1003'
 LH1003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LH1003
 LH1003                          STATION RECOVERY (1986)
 LH1003
 LH1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1003'0.3 KM (0.2 MI) NW FROM COZAD.
 LH1003'0.3 KM (0.2 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1003'RAILROAD STATION AT COZAD, IN A SMALL GRASSY TRIANGLE FORMED BY THE
 LH1003'HIGHWAY, 7TH STREET AND AVENUE H, 19.8 METERS (65 FT) NORTHEAST OF THE
 LH1003'HIGHWAY CENTERLINE, 26.2 METERS (86 FT) NORTHWEST OF RM 4, 19.5 METERS
 LH1003'(64 FT) SOUTH OF THE SOUTH CURB OF 7TH STREET, 19.2 METERS (63 FT)
 LH1003'WEST OF THE WEST CURB OF AVENUE H AND 16.0 METERS (52.5 FT)
 LH1003'SOUTH-SOUTHWEST OF RM 3.
 LH1003'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LH1003
 LH1003                          STATION RECOVERY (1989)
 LH1003
 LH1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1003'THE STATION IS LOCATED IN A GRASSY TRIANGLE FORMED BY THE JUNCTION OF
 LH1003'U.S. HIGHWAY 30 AND 7TH STREET, IN THE MIDDLE OF COZAD.
 LH1003'OWNERSHIP--CITY OF GOZAD.
 LH1003'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 SOUTH AND
 LH1003'U.S. HIGHWAY 30, IN COZAD, GO NORTHWEST ALONG U.S. HIGHWAY 30 FOR 0.32
 LH1003'KM (0.20 MI) TO A GRASSY TRIANGLE AND THE STATION ON THE RIGHT.
 LH1003'THE STATION MARK IS SET 17.3 M (56.8 FT) WEST-SOUTHWEST OF A FIRE
 LH1003'HYDRANT, 10.2 M (33.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LH1003'20X20 FT RED BRICK BUILDING, 7.3 M (24.0 FT) WEST-NORTHWEST OF A WATER
 LH1003'SPIGOT, 6.7 M (22.0 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK PARALLEL
 LH1003'TO THE HIGHWAY AND IS FLUSH WITH THE SURFACE.
 LH1003'DESCRIBED BY G.F.SMITH.
 LH1003
 LH1003                          STATION RECOVERY (2010)
 LH1003
 LH1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JG)
 LH1003'RECOVERED IN GOOD CONDITION.
 LH1003
 LH1003                          STATION RECOVERY (2013)
 LH1003
 LH1003'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 LH1003'RECOVERED IN GOOD CONDITION.
 LH1003
 LH1003                          STATION RECOVERY (2020)
 LH1003
 LH1003'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LH1003'TO REACH FROM THE N-21 OVERPASS OVER US-30 IN COZAD, GO NORTHWEST
 LH1003'ALONG US-30 APPROXIMATELY 0.23 MI (0.37 KM) TO THE STATION ON THE
 LH1003'RIGHT (NORTH).
 LH1003'
 LH1003'THE STATION IS LOCATED IN A TRIANGULAR-SHAPED PIECE OF THE GROUND
 LH1003'FORMED BY US-30, H ST AND SEVENTH ST., 86 FT (26.2 M) SOUTH OF THE
 LH1003'CENTERLINE OF SEVENTH ST., 86 FT (26.2 M) WEST OF H ST., 33.3 FT (10.1
 LH1003'M) SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 32.35 FT
 LH1003'(9.9 M) SOUTHWEST OF REFERENCE MARK 3, 27.9 FT (8.5 M) SOUTHEAST OF
 LH1003'NEAR FACE OF A ROUND CONCRETE PAD, 57.3 FT (17.5 M) WEST-SOUTHWEST OF
 LH1003'TOP VALVE OF FIRE HYDRANT NEAR MILE POST 223+70 FOR HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1080 ***********************************************************************
 LH1080  DESIGNATION -  COZAD DENVER ALFALFA MILL STK
 LH1080  PID         -  LH1080
 LH1080  STATE/COUNTY-  NE/DAWSON
 LH1080  COUNTRY     -  US
 LH1080  USGS QUAD   -  COZAD (2017)
 LH1080
 LH1080                         *CURRENT SURVEY CONTROL
 LH1080  ______________________________________________________________________
 LH1080* NAD 83(1995) POSITION- 40 51 19.18171(N) 099 59 12.88688(W)   ADJUSTED
 LH1080  ______________________________________________________________________
 LH1080  GEOID HEIGHT    -        -23.423 (meters)                     GEOID18
 LH1080  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 LH1080  HORZ ORDER      -  THIRD
 LH1080
 LH1080.The horizontal coordinates were established by classical geodetic methods
 LH1080.and adjusted by the National Geodetic Survey in August 1997.
 LH1080
 LH1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1080.GEOID18 height accuracy estimate available here.
 LH1080
 LH1080.Click photographs - Photos may exist for this station.
 LH1080
 LH1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1080
 LH1080. The following values were computed from the NAD 83(1995) position.
 LH1080
 LH1080;                    North         East     Units Scale Factor Converg.
 LH1080;SPC NE       -   113,469.507   501,103.173   MT  0.99972258   +0 00 31.2
 LH1080;SPC NE       -   372,274.54  1,644,035.99   sFT  0.99972258   +0 00 31.2
 LH1080;UTM  14      - 4,523,165.991   416,817.282   MT  0.99968516   -0 38 44.3
 LH1080
 LH1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1681723165(NAD 83)
 LH1080
 LH1080                          SUPERSEDED SURVEY CONTROL
 LH1080
 LH1080  NAD 83(1986)-  40 51 19.18824(N)    099 59 12.89154(W) AD(       ) 3
 LH1080  NAD 27      -  40 51 19.15700(N)    099 59 11.45700(W) AD(       ) 3
 LH1080
 LH1080.Superseded values are not recommended for survey control.
 LH1080
 LH1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1080.See file dsdata.pdf to determine how the superseded data were derived.
 LH1080
 LH1080_MARKER: 63 = STACK
 LH1080
 LH1080  HISTORY     - Date     Condition        Report By
 LH1080  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1080
 LH1080                          STATION DESCRIPTION
 LH1080
 LH1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1080'POINT OBSERVED UPON WAS FINIAL OF THE SUPPLY TANK FOR DENVER
 LH1080'ALFALFA MILLING CO., IN THE SOUTHERN PART OF TOWN, APPROXIMATELY
 LH1080'100 FEET HIGH.
 LH1080'
 LH1080'OBJECT WAS OBSERVED FROM HARM, GOLD, PERRY, MAY, AND GOTHENBURG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1085 ***********************************************************************
 LH1085  DESIGNATION -  COZAD KAN NEBR NAT GAS CO MAST
 LH1085  PID         -  LH1085
 LH1085  STATE/COUNTY-  NE/DAWSON
 LH1085  COUNTRY     -  US
 LH1085  USGS QUAD   -  COZAD (2017)
 LH1085
 LH1085                         *CURRENT SURVEY CONTROL
 LH1085  ______________________________________________________________________
 LH1085* NAD 83(1995) POSITION- 40 50 43.59316(N) 099 57 29.76263(W)   ADJUSTED
 LH1085  ______________________________________________________________________
 LH1085  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 LH1085  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 LH1085  HORZ ORDER      -  THIRD
 LH1085
 LH1085.The horizontal coordinates were established by classical geodetic methods
 LH1085.and adjusted by the National Geodetic Survey in August 1997.
 LH1085
 LH1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1085.GEOID18 height accuracy estimate available here.
 LH1085
 LH1085.Click photographs - Photos may exist for this station.
 LH1085
 LH1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1085
 LH1085. The following values were computed from the NAD 83(1995) position.
 LH1085
 LH1085;                    North         East     Units Scale Factor Converg.
 LH1085;SPC NE       -   112,372.758   503,518.400   MT  0.99972453   +0 01 39.6
 LH1085;SPC NE       -   368,676.29  1,651,959.95   sFT  0.99972453   +0 01 39.6
 LH1085;UTM  14      - 4,522,041.776   419,219.728   MT  0.99968032   -0 37 36.3
 LH1085
 LH1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1921922041(NAD 83)
 LH1085
 LH1085                          SUPERSEDED SURVEY CONTROL
 LH1085
 LH1085  NAD 83(1986)-  40 50 43.60009(N)    099 57 29.76679(W) AD(       ) 3
 LH1085  NAD 27      -  40 50 43.57400(N)    099 57 28.33300(W) AD(       ) 3
 LH1085
 LH1085.Superseded values are not recommended for survey control.
 LH1085
 LH1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1085.See file dsdata.pdf to determine how the superseded data were derived.
 LH1085
 LH1085_MARKER: 42 = RADIO/TV MAST
 LH1085
 LH1085  HISTORY     - Date     Condition        Report By
 LH1085  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1085  HISTORY     - 1959     GOOD             CGS
 LH1085
 LH1085                          STATION DESCRIPTION
 LH1085
 LH1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1085'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THIS IS THE SAME
 LH1085'MAST THAT WAS OBSERVED IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1084 ***********************************************************************
 LH1084  DESIGNATION -  COZAD MUNICIPAL TANK
 LH1084  PID         -  LH1084
 LH1084  STATE/COUNTY-  NE/DAWSON
 LH1084  COUNTRY     -  US
 LH1084  USGS QUAD   -  COZAD (2017)
 LH1084
 LH1084                         *CURRENT SURVEY CONTROL
 LH1084  ______________________________________________________________________
 LH1084* NAD 83(1995) POSITION- 40 51 29.98252(N) 099 59 15.83079(W)   ADJUSTED
 LH1084* NAVD 88 ORTHO HEIGHT -   758.    (meters)     2487.    (feet) VERTCON
 LH1084  ______________________________________________________________________
 LH1084  GEOID HEIGHT    -        -23.415 (meters)                     GEOID18
 LH1084  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LH1084  HORZ ORDER      -  THIRD
 LH1084
 LH1084.The horizontal coordinates were established by classical geodetic methods
 LH1084.and adjusted by the National Geodetic Survey in August 1997.
 LH1084
 LH1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1084
 LH1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1084.GEOID18 height accuracy estimate available here.
 LH1084
 LH1084.Click photographs - Photos may exist for this station.
 LH1084
 LH1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1084
 LH1084. The following values were computed from the NAD 83(1995) position.
 LH1084
 LH1084;                    North         East     Units Scale Factor Converg.
 LH1084;SPC NE       -   113,802.583   501,034.193   MT  0.99972199   +0 00 29.3
 LH1084;SPC NE       -   373,367.31  1,643,809.68   sFT  0.99972199   +0 00 29.3
 LH1084;UTM  14      - 4,523,499.820   416,752.112   MT  0.99968530   -0 38 46.3
 LH1084
 LH1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1084!SPC NE       -   0.99988474  x   0.99972199  =   0.99960676
 LH1084!UTM  14      -   0.99988474  x   0.99968530  =   0.99957007
 LH1084
 LH1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1675223499(NAD 83)
 LH1084
 LH1084                          SUPERSEDED SURVEY CONTROL
 LH1084
 LH1084  NAD 83(1986)-  40 51 29.99081(N)    099 59 15.83502(W) AD(       ) 3
 LH1084  NAD 27      -  40 51 29.96300(N)    099 59 14.39600(W) AD(       ) 3
 LH1084  NGVD 29 (07/19/86)  758.     (m)         2487.     (f) VERT ANG       
 LH1084
 LH1084.Superseded values are not recommended for survey control.
 LH1084
 LH1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1084.See file dsdata.pdf to determine how the superseded data were derived.
 LH1084
 LH1084_MARKER: 53 = ELEVATED TANK
 LH1084
 LH1084  HISTORY     - Date     Condition        Report By
 LH1084  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1084  HISTORY     - 1951     GOOD             CGS
 LH1084  HISTORY     - 1959     GOOD             CGS
 LH1084  HISTORY     - 1967     GOOD             NEDR
 LH1084  HISTORY     - 20020808 GOOD             USPSQD
 LH1084  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1084
 LH1084                          STATION DESCRIPTION
 LH1084
 LH1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1084'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, IN THE
 LH1084'CENTER PART OF TOWN, APPROXIMATELY 125 FEET HIGH.
 LH1084'
 LH1084'OBJECT WAS OBSERVED FROM HARM, WILLOW, GOLD, PERRY, MAY, AND
 LH1084'GOTHENBURG.
 LH1084
 LH1084                          STATION RECOVERY (1951)
 LH1084
 LH1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1084'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF COZAD,
 LH1084'73 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30 AND 65 FEET SOUTH
 LH1084'OF THE CENTER OF AN EAST-WEST STREET.
 LH1084'
 LH1084'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1084'OVERALL HEIGHT IS 110 FEET.  THE POINT OBSERVED UPON WAS THE
 LH1084'CENTER OF THE TOWER.
 LH1084'
 LH1084'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COZAD,
 LH1084'DISTANCE BEING 52.70 FEET (16.063 METERS) WEST-NORTHWEST OF STATION
 LH1084'COZAD.
 LH1084'
 LH1084'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1084
 LH1084                          STATION RECOVERY (1959)
 LH1084
 LH1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1084'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1084'IS THE SAME TANK THAT WAS OBSERVED IN 1951.
 LH1084
 LH1084                          STATION RECOVERY (1967)
 LH1084
 LH1084'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LH1084'STATION WAS FOUND IN GOOD CONDITION AND TO BE AS DESCRIBED IN
 LH1084'1951.  DESCRIPTION AND TO REACH ARE ADEQUATE.
 LH1084
 LH1084                          STATION RECOVERY (2002)
 LH1084
 LH1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1084'RECOVERED IN GOOD CONDITION.
 LH1084
 LH1084                          STATION RECOVERY (2003)
 LH1084
 LH1084'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1084'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS IN SOUTHWEST
 LH1084'EDGE OF THE TOWN OF COZAD.  A NEW TANK HAS BEEN BUILT IN THE NORTH
 LH1084'PART OF COZAD.  THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1004 ***********************************************************************
 LH1004  SACS        -  This is a Secondary Airport Control Station.
 LH1004  DESIGNATION -  COZAPORT
 LH1004  PID         -  LH1004
 LH1004  STATE/COUNTY-  NE/DAWSON
 LH1004  COUNTRY     -  US
 LH1004  USGS QUAD   -  COZAD (2017)
 LH1004
 LH1004                         *CURRENT SURVEY CONTROL
 LH1004  ______________________________________________________________________
 LH1004* NAD 83(2011) POSITION- 40 51 52.97477(N) 099 59 57.25669(W)   ADJUSTED
 LH1004* NAD 83(2011) ELLIP HT-   737.535 (meters)        (06/27/12)   ADJUSTED
 LH1004* NAD 83(2011) EPOCH   -  2010.00
 LH1004* NAVD 88 ORTHO HEIGHT -   760.924 (meters)     2496.46  (feet) ADJUSTED
 LH1004  ______________________________________________________________________
 LH1004  GEOID HEIGHT    -        -23.390 (meters)                     GEOID18
 LH1004  NAD 83(2011) X  -   -838,829.653 (meters)                     COMP
 LH1004  NAD 83(2011) Y  - -4,757,609.374 (meters)                     COMP
 LH1004  NAD 83(2011) Z  -  4,151,555.575 (meters)                     COMP
 LH1004  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LH1004  DYNAMIC HEIGHT  -        760.479 (meters)     2495.00  (feet) COMP
 LH1004  MODELED GRAVITY -    980,013.5   (mgal)                       NAVD 88
 LH1004
 LH1004  VERT ORDER      -  FIRST     CLASS II
 LH1004
 LH1004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1004  Standards:
 LH1004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1004  -------------------------------------------------------------------
 LH1004  NETWORK    0.45   1.23           0.21   0.15   0.63     -0.00299298
 LH1004  -------------------------------------------------------------------
 LH1004  Click here for local accuracies and other accuracy information.
 LH1004
 LH1004.This mark is at Cozad Municipal Airport (CZD)
 LH1004
 LH1004.The horizontal coordinates were established by GPS observations
 LH1004.and adjusted by the National Geodetic Survey in June 2012.
 LH1004
 LH1004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1004.been affixed to the stable North American tectonic plate. See 
 LH1004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1004
 LH1004.The horizontal coordinates are valid at the epoch date displayed above
 LH1004.which is a decimal equivalence of Year/Month/Day.
 LH1004
 LH1004.The orthometric height was determined by differential leveling and
 LH1004.adjusted by the NATIONAL GEODETIC SURVEY
 LH1004.in June 1991.
 LH1004
 LH1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1004.GEOID18 height accuracy estimate available here.
 LH1004
 LH1004.Click photographs - Photos may exist for this station.
 LH1004
 LH1004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1004
 LH1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1004
 LH1004.The ellipsoidal height was determined by GPS observations
 LH1004.and is referenced to NAD 83.
 LH1004
 LH1004.The dynamic height is computed by dividing the NAVD 88
 LH1004.geopotential number by the normal gravity value computed on the
 LH1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1004.degrees latitude (g = 980.6199 gals.).
 LH1004
 LH1004.The modeled gravity was interpolated from observed gravity values.
 LH1004
 LH1004. The following values were computed from the NAD 83(2011) position.
 LH1004
 LH1004;                    North         East     Units Scale Factor Converg.
 LH1004;SPC NE       -   114,511.567   500,064.227   MT  0.99972075   +0 00 01.8
 LH1004;SPC NE       -   375,693.37  1,640,627.38   sFT  0.99972075   +0 00 01.8
 LH1004;UTM  14      - 4,524,219.810   415,790.339   MT  0.99968728   -0 39 13.7
 LH1004
 LH1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1004!SPC NE       -   0.99988432  x   0.99972075  =   0.99960510
 LH1004!UTM  14      -   0.99988432  x   0.99968728  =   0.99957164
 LH1004
 LH1004:                Primary Azimuth Mark                     Grid Az
 LH1004:SPC NE       -  COZAPORT AZ MK                           316 44 05.8
 LH1004:UTM  14      -  COZAPORT AZ MK                           317 23 21.3
 LH1004
 LH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1579024219(NAD 83)
 LH1004
 LH1004|---------------------------------------------------------------------|
 LH1004| PID    Reference Object                     Distance      Geod. Az  |
 LH1004|                                                           dddmmss.s |
 LH1004| LJ0345 COZAPORT AZ MK                      APPROX. 1.3 KM 3164407.6 |
 LH1004|---------------------------------------------------------------------|
 LH1004
 LH1004                          SUPERSEDED SURVEY CONTROL
 LH1004
 LH1004  NAD 83(2007)-  40 51 52.97469(N)    099 59 57.25734(W) AD(2002.00) 0
 LH1004  ELLIP H (02/10/07)  737.560  (m)                       GP(2002.00)    
 LH1004  ELLIP H (01/02/02)  737.537  (m)                       GP(       ) 4 1
 LH1004  NAD 83(1995)-  40 51 52.97438(N)    099 59 57.25680(W) AD(       ) 1
 LH1004  ELLIP H (09/17/98)  737.592  (m)                       GP(       ) 4 1
 LH1004  NAD 83(1995)-  40 51 52.97460(N)    099 59 57.25647(W) AD(       ) 1
 LH1004  ELLIP H (08/18/97)  737.572  (m)                       GP(       ) 4 1
 LH1004  NAD 83(1986)-  40 51 52.98131(N)    099 59 57.26061(W) AD(       ) 1
 LH1004  NAVD 88             760.92   (m)         2496.5    (f) LEVELING    3  
 LH1004  NGVD 29 (02/14/92)  760.621  (m)         2495.47   (f) ADJUSTED    1 2
 LH1004  NGVD 29             760.64   (m)         2495.5    (f) LEVELING    3  
 LH1004
 LH1004.Superseded values are not recommended for survey control.
 LH1004
 LH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1004.See file dsdata.pdf to determine how the superseded data were derived.
 LH1004
 LH1004_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1004_STAMPING: COZAPORT 1986
 LH1004_MARK LOGO: NGS
 LH1004_PROJECTION: FLUSH
 LH1004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1004+STABILITY: SURFACE MOTION
 LH1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1004+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 LH1004
 LH1004  HISTORY     - Date     Condition        Report By
 LH1004  HISTORY     - 1986     MONUMENTED       NGS
 LH1004  HISTORY     - 19890417 GOOD             NGS
 LH1004  HISTORY     - 19950801 GOOD             NGS
 LH1004  HISTORY     - 19970802 GOOD             NGS
 LH1004
 LH1004                          STATION DESCRIPTION
 LH1004
 LH1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1004'IN COZAD.
 LH1004'IN COZAD, AT THE COZAD MUNICIPAL AIRPORT, AT THE JUNCTION OF THE MAIN
 LH1004'NORTHWEST-SOUTHEAST CONCRETE RUNWAY AND A NORTHEAST TAXI STRIP,
 LH1004'BETWEEN TWO WITNESS POSTS, 20.4 METERS (67 FT) SOUTHWEST OF THE
 LH1004'EXTENDED CENTER OF THE MAIN RUNWAY, 7.9 METERS (26 FT) SOUTHEAST OF
 LH1004'THE CENTER OF THE CONCRETE TAXI STRIP, 3.6 METERS (4.9 FT) SOUTHWEST
 LH1004'OF THE MOST SOUTHWEST 1 OF 9 END RUNWAY LITES AND 3.4 METERS (4 FT)
 LH1004'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI STRIP.
 LH1004'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH1004'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
 LH1004
 LH1004                          STATION RECOVERY (1989)
 LH1004
 LH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1004'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF COZAD AT THE
 LH1004'COZAD MUNICIPAL AIRPORT.  OWNERSHIP--COZAD AIRPORT AUTHORITY, BOX 189,
 LH1004'COZAD, NE 69130.  THE AIRPORT MANAGER IS ROD DONNER, TELEPHONE IS
 LH1004'308-784-4369.
 LH1004'TO REACH THE STATION FFROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LH1004'ROUTE 21, IN COZAD, GO 1.8 KM (1.10 MI) WEST-NORTHWEST ALONG U.S.
 LH1004'HIGHWAY 30 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LH1004'NORTHEAST THROUGH A METAL GATE THEN ALONG A TAXIWAY FOR 0.24 KM
 LH1004'(0.15 MI) TO THE SOUTHEAST CORNER OF RUNWAY END 31 AND THE STATION ON
 LH1004'THE RIGHT BETWEEN TWO WITNESS POSTS.
 LH1004'THE STATION MARK IS SET 7.9 M (25.9 FT) SOUTHEAST OF THE CENTER OF A
 LH1004'CONCRETE TAXIWAY, 3.6 M (11.8 FT) SOUTHWEST OF THE MOST SOUTHWEST 1 OF
 LH1004'9 RUNWAY END LIGHTS, 3.4 M (11.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 LH1004'OF THE TAXIWAY.
 LH1004'DESCRIBED BY G.F.SMITH.
 LH1004
 LH1004                          STATION RECOVERY (1995)
 LH1004
 LH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1004'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 LH1004'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD, AT THE COZAD MUNICIPAL
 LH1004'AIRPORT AND IN LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF
 LH1004'RUNWAY 31.  OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD NE
 LH1004'69130.  AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4369.  TO REACH
 LH1004'THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 21
 LH1004'SOUTH IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30), GO
 LH1004'WEST-NORTHWEST ON US HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT,
 LH1004'TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 LH1004'KM) TO THE APRON, BEAR RIGHT AND GO NORTHEAST ON THE APRON THEN A
 LH1004'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY AHEAD AND THE
 LH1004'STATION ON THE RIGHT.  THE STATION IS 67.0 FT (20.4 M) SOUTHWEST OF
 LH1004'THE EXTENDED RUNWAY CENTER, 26.3 FT (8.0 M) SOUTHEAST OF THE TAXIWAY
 LH1004'CENTER, 11.3 FT (3.4 M) SOUTHWEST OF A TAXIWAY LIGHT AND 1.3 FT (0.4
 LH1004'M) WEST-SOUTHWEST OF A SHORT WITNESS POST.  THIS STATION TO BE USED AS
 LH1004'SACS.
 LH1004
 LH1004                          STATION RECOVERY (1997)
 LH1004
 LH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1004'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  MANAGERS PHONE
 LH1004'NUMBER IS AIRPORT 308-784-4368 OR 308-784-4369.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0345 ***********************************************************************
 LJ0345  SACS        -  This is a Secondary Airport Control Station.
 LJ0345  DESIGNATION -  COZAPORT AZ MK
 LJ0345  PID         -  LJ0345
 LJ0345  STATE/COUNTY-  NE/DAWSON
 LJ0345  COUNTRY     -  US
 LJ0345  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0345
 LJ0345                         *CURRENT SURVEY CONTROL
 LJ0345  ______________________________________________________________________
 LJ0345* NAD 83(2011) POSITION- 40 52 23.34245(N) 100 00 34.91202(W)   ADJUSTED
 LJ0345* NAD 83(2011) ELLIP HT-   738.939 (meters)        (06/27/12)   ADJUSTED
 LJ0345* NAD 83(2011) EPOCH   -  2010.00
 LJ0345* NAVD 88 ORTHO HEIGHT -   762.302 (meters)     2500.99  (feet) ADJUSTED
 LJ0345  ______________________________________________________________________
 LJ0345  GEOID HEIGHT    -        -23.361 (meters)                     GEOID18
 LJ0345  NAD 83(2011) X  -   -839,591.811 (meters)                     COMP
 LJ0345  NAD 83(2011) Y  - -4,756,853.507 (meters)                     COMP
 LJ0345  NAD 83(2011) Z  -  4,152,264.969 (meters)                     COMP
 LJ0345  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LJ0345  DYNAMIC HEIGHT  -        761.855 (meters)     2499.52  (feet) COMP
 LJ0345  MODELED GRAVITY -    980,013.0   (mgal)                       NAVD 88
 LJ0345
 LJ0345  VERT ORDER      -  FIRST     CLASS II
 LJ0345
 LJ0345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0345  Standards:
 LJ0345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0345  -------------------------------------------------------------------
 LJ0345  NETWORK    0.47   1.31           0.22   0.15   0.67     -0.00302130
 LJ0345  -------------------------------------------------------------------
 LJ0345  Click here for local accuracies and other accuracy information.
 LJ0345
 LJ0345.This mark is at Cozad Municipal Airport (CZD)
 LJ0345
 LJ0345.The horizontal coordinates were established by GPS observations
 LJ0345.and adjusted by the National Geodetic Survey in June 2012.
 LJ0345
 LJ0345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0345.been affixed to the stable North American tectonic plate. See 
 LJ0345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0345
 LJ0345.The horizontal coordinates are valid at the epoch date displayed above
 LJ0345.which is a decimal equivalence of Year/Month/Day.
 LJ0345
 LJ0345.The orthometric height was determined by differential leveling and
 LJ0345.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0345.in June 1991.
 LJ0345
 LJ0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0345.GEOID18 height accuracy estimate available here.
 LJ0345
 LJ0345.Click photographs - Photos may exist for this station.
 LJ0345
 LJ0345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0345
 LJ0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0345
 LJ0345.The ellipsoidal height was determined by GPS observations
 LJ0345.and is referenced to NAD 83.
 LJ0345
 LJ0345.The dynamic height is computed by dividing the NAVD 88
 LJ0345.geopotential number by the normal gravity value computed on the
 LJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0345.degrees latitude (g = 980.6199 gals.).
 LJ0345
 LJ0345.The modeled gravity was interpolated from observed gravity values.
 LJ0345
 LJ0345. The following values were computed from the NAD 83(2011) position.
 LJ0345
 LJ0345;                    North         East     Units Scale Factor Converg.
 LJ0345;SPC NE       -   115,448.120   499,182.743   MT  0.99971912   -0 00 23.1
 LJ0345;SPC NE       -   378,766.04  1,637,735.38   sFT  0.99971912   -0 00 23.1
 LJ0345;UTM  14      - 4,525,166.339   414,919.636   MT  0.99968909   -0 39 38.8
 LJ0345
 LJ0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0345!SPC NE       -   0.99988410  x   0.99971912  =   0.99960325
 LJ0345!UTM  14      -   0.99988410  x   0.99968909  =   0.99957323
 LJ0345
 LJ0345:                Primary Azimuth Mark                     Grid Az
 LJ0345:SPC NE       -  COZAPORT                                 136 44 06.1
 LJ0345:UTM  14      -  COZAPORT                                 137 23 21.8
 LJ0345
 LJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1491925166(NAD 83)
 LJ0345
 LJ0345|---------------------------------------------------------------------|
 LJ0345| PID    Reference Object                     Distance      Geod. Az  |
 LJ0345|                                                           dddmmss.s |
 LJ0345| LH1004 COZAPORT                            APPROX. 1.3 KM 1364343.0 |
 LJ0345|---------------------------------------------------------------------|
 LJ0345
 LJ0345                          SUPERSEDED SURVEY CONTROL
 LJ0345
 LJ0345  NAD 83(2007)-  40 52 23.34231(N)    100 00 34.91301(W) AD(2002.00) 0
 LJ0345  ELLIP H (02/10/07)  738.964  (m)                       GP(2002.00)    
 LJ0345  ELLIP H (01/02/02)  738.941  (m)                       GP(       ) 4 1
 LJ0345  NAD 83(1995)-  40 52 23.34200(N)    100 00 34.91246(W) AD(       ) 1
 LJ0345  ELLIP H (09/17/98)  738.996  (m)                       GP(       ) 4 1
 LJ0345  NAD 83(1995)-  40 52 23.34234(N)    100 00 34.91260(W) AD(       ) 3
 LJ0345  ELLIP H (08/18/97)  738.977  (m)                       GP(       ) 4 1
 LJ0345  NAD 83(1986)-  40 52 23.34914(N)    100 00 34.91690(W) AD(       ) 3
 LJ0345  NAVD 88             762.30   (m)         2501.0    (f) LEVELING    3  
 LJ0345  NGVD 29 (02/14/92)  761.998  (m)         2499.99   (f) ADJUSTED    1 2
 LJ0345  NGVD 29             762.02   (m)         2500.1    (f) LEVELING    3  
 LJ0345
 LJ0345.Superseded values are not recommended for survey control.
 LJ0345
 LJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0345.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0345
 LJ0345_MARKER: DZ = AZIMUTH MARK DISK
 LJ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0345_STAMPING: COZAPORT 1986
 LJ0345_MARK LOGO: NGS
 LJ0345_PROJECTION: FLUSH
 LJ0345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LJ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0345+STABILITY: SURFACE MOTION
 LJ0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0345+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 LJ0345
 LJ0345  HISTORY     - Date     Condition        Report By
 LJ0345  HISTORY     - 1986     MONUMENTED       NGS
 LJ0345  HISTORY     - 19890417 GOOD             NGS
 LJ0345  HISTORY     - 19950801 GOOD             NGS
 LJ0345  HISTORY     - 19970802 GOOD             NGS
 LJ0345
 LJ0345                          STATION DESCRIPTION
 LJ0345
 LJ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0345'IN COZAD.
 LJ0345'IN COZAD, AT THE EXTREME NORTHWEST CORNER OF THE MAIN
 LJ0345'NORTHWEST-SOUTHEAST CONCRETE RUNWAY OF THE COZAD MUNICIPAL AIRPORT,
 LJ0345'BETWEEN TWO WITNESS POSTS, 1.3 KM (0.8 MI) NORTHWEST OF TRIANGULATION
 LJ0345'STATION COZAPORT, 35.8 METERS (117.5 FT) SOUTHWEST OF THE CENTER OF
 LJ0345'THE MAIN RUNWAY, 18.9 METERS (62 FT) SOUTHWEST OF THE MOST SOUTHWEST 1
 LJ0345'OF 10 RED-BLUE END RUNWAY LITES AND 3.0 METERS (10 FT) NORTHEAST OF
 LJ0345'THE NORTH CORNER OF A CONCRETE TURN-AROUND.
 LJ0345'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0345'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 LJ0345
 LJ0345                          STATION RECOVERY (1989)
 LJ0345
 LJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0345'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF COZAD, AT THE
 LJ0345'COZAD MUNICIPAT AIRPORT.  OWNERSHIP--COZAD AIRPORT AUTHORITY, BOX 189,
 LJ0345'COZAD, NE 69130.  AIRPORT MANAGER IS ROD DONNER, TELEPHONE IS
 LJ0345'308-784-4369.
 LJ0345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LJ0345'ROUTE 21 IN COZAD, GO 1.8 KM (1.10 MI) WEST-NORTHWEST ALONG U.S.
 LJ0345'HIGHWAY 30 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LJ0345'NORTHEAST PASSING THROUGH A METAL GATE THEN ALONG A TAXIWAY FOR 0.24
 LJ0345'KM (0.15 MI) TO THE JUNCTION WITH RUNWAY 13-31.  TURN LEFT AND GO
 LJ0345'NORTHWEST ALONG THE RUNWAY FOR 1.3 KM (0.80 MI) TO THE NORTHWEST
 LJ0345'CORNER OF RUNWAY END 13 AND THE STATION BETWEEN TWO WITNESS POSTS.
 LJ0345'THE STATION MARK IS SET 35.8 M (117.5 FT) SOUTHWEST OF THE CENTERLINE
 LJ0345'OF THE RUNWAY, 18.9 M (62.0 FT) SOUTHWEST OF THE MOST SOUTHWEST 1 OF
 LJ0345'10 RED-BLUE RUNWAY LIGHTS, 3.0 M (9.8 FT) NORTHEAST OF THE NORTH
 LJ0345'CORNER OF A CONCRETE TURNAROUND AND FLUSH WITH THE SURFACE.
 LJ0345'DESCRIBED BY G.F.SMITH.
 LJ0345
 LJ0345                          STATION RECOVERY (1995)
 LJ0345
 LJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0345'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 LJ0345'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD, AT THE COZAD MUNICIPAL
 LJ0345'AIRPORT AND IN LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF
 LJ0345'RUNWAY 13.  OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD NE
 LJ0345'69130.  AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4369.  TO REACH
 LJ0345'THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 21
 LJ0345'SOUTH IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30), GO
 LJ0345'WEST-NORTHWEST ON US HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT,
 LJ0345'TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 LJ0345'KM) TO THE APRON, BEAR RIGHT AND GO NORTHEAST ON THE APRON THEN A
 LJ0345'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO
 LJ0345'NORTHWEST ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT
 LJ0345'NEXT TO THE WEST CORNER OF THE TURNAROUND PAVEMENT.  THE STATION IS
 LJ0345'117.5 FT (35.8 M) SOUTHWEST OF THE EXTENDED RUNWAY CENTER, 61.8 FT
 LJ0345'(18.8 M) SOUTHWEST OF A TAXIWAY LIGHT, 9.8 FT (3.0 M) NORTHWEST OF THE
 LJ0345'WEST CORNER OF THE CONCRETE TURNAROUND PAVEMENT, 1.3 FT (0.4 M) NORTH
 LJ0345'OF A WITNESS POST AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.  THIS
 LJ0345'STATION TO BE USED AS SACS.
 LJ0345
 LJ0345                          STATION RECOVERY (1997)
 LJ0345
 LJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0345'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  MANAGERS PHONE
 LJ0345'NUMBER IS AIRPORT 308-784-4368 OR 308-784-4369.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4114 ***********************************************************************
 AB4114  CBN         -  This is a Cooperative Base Network Control Station.
 AB4114  DESIGNATION -  CP 0 10
 AB4114  PID         -  AB4114
 AB4114  STATE/COUNTY-  NE/BANNER
 AB4114  COUNTRY     -  US
 AB4114  USGS QUAD   -  MCCOMPSEY PASS (2018)
 AB4114
 AB4114                         *CURRENT SURVEY CONTROL
 AB4114  ______________________________________________________________________
 AB4114* NAD 83(2011) POSITION- 41 38 19.16466(N) 104 02 39.45041(W)   ADJUSTED
 AB4114* NAD 83(2011) ELLIP HT-  1401.551 (meters)        (06/27/12)   ADJUSTED
 AB4114* NAD 83(2011) EPOCH   -  2010.00
 AB4114* NAVD 88 ORTHO HEIGHT -  1419.7   (meters)     4658.    (feet) GPS OBS
 AB4114  ______________________________________________________________________
 AB4114  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4114  GEOID HEIGHT    -        -17.717 (meters)                     GEOID93
 AB4114  GEOID HEIGHT    -        -18.236 (meters)                     GEOID18
 AB4114  NAD 83(2011) X  - -1,158,711.546 (meters)                     COMP
 AB4114  NAD 83(2011) Y  - -4,632,080.756 (meters)                     COMP
 AB4114  NAD 83(2011) Z  -  4,216,624.986 (meters)                     COMP
 AB4114  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC18
 AB4114
 AB4114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4114  Standards:
 AB4114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4114  -------------------------------------------------------------------
 AB4114  NETWORK    0.53   1.43           0.25   0.17   0.73     -0.06587794
 AB4114  -------------------------------------------------------------------
 AB4114  Click here for local accuracies and other accuracy information.
 AB4114
 AB4114.The horizontal coordinates were established by GPS observations
 AB4114.and adjusted by the National Geodetic Survey in June 2012.
 AB4114
 AB4114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4114.been affixed to the stable North American tectonic plate. See 
 AB4114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4114
 AB4114.The horizontal coordinates are valid at the epoch date displayed above
 AB4114.which is a decimal equivalence of Year/Month/Day.
 AB4114
 AB4114.The orthometric height was determined by GPS observations and a
 AB4114.high-resolution geoid model.
 AB4114
 AB4114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4114.GEOID18 height accuracy estimate available here.
 AB4114
 AB4114.Click photographs - Photos may exist for this station.
 AB4114
 AB4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4114
 AB4114.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4114
 AB4114.The ellipsoidal height was determined by GPS observations
 AB4114.and is referenced to NAD 83.
 AB4114
 AB4114. The following values were computed from the NAD 83(2011) position.
 AB4114
 AB4114;                    North         East     Units Scale Factor Converg.
 AB4114;SPC NE       -   208,313.689   163,275.367   MT  0.99966127   -2 40 48.5
 AB4114;SPC NE       -   683,442.49    535,679.27   sFT  0.99966127   -2 40 48.5
 AB4114;UTM  13      - 4,610,099.074   579,596.121   MT  0.99967796   +0 38 06.1
 AB4114
 AB4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4114!SPC NE       -   0.99978022  x   0.99966127  =   0.99944156
 AB4114!UTM  13      -   0.99978022  x   0.99967796  =   0.99945825
 AB4114
 AB4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7959610099(NAD 83)
 AB4114
 AB4114                          SUPERSEDED SURVEY CONTROL
 AB4114
 AB4114  NAD 83(2007)-  41 38 19.16444(N)    104 02 39.45124(W) AD(2002.00) 0
 AB4114  ELLIP H (02/10/07) 1401.577  (m)                       GP(2002.00)    
 AB4114  ELLIP H (09/24/01) 1401.572  (m)                       GP(       ) 4 1
 AB4114  NAD 83(1995)-  41 38 19.16384(N)    104 02 39.45116(W) AD(       ) B
 AB4114  ELLIP H (06/25/96) 1401.608  (m)                       GP(       ) 1 1
 AB4114
 AB4114.Superseded values are not recommended for survey control.
 AB4114
 AB4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4114.See file dsdata.pdf to determine how the superseded data were derived.
 AB4114
 AB4114_MARKER: DR = REFERENCE MARK DISK
 AB4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4114_STAMPING: 0 10 1987
 AB4114_MARK LOGO: NEDR
 AB4114_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4114+STABILITY: SURFACE MOTION
 AB4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4114+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB4114
 AB4114  HISTORY     - Date     Condition        Report By
 AB4114  HISTORY     - 1987     MONUMENTED       NEDR
 AB4114  HISTORY     - 19950504 GOOD             NGS
 AB4114
 AB4114                          STATION DESCRIPTION
 AB4114
 AB4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4114'THE MARK IS LOCATED ABOUT 15 MI (24.1 KM) NORTH-NORTHEAST FROM ALBIN,
 AB4114'WYOMING, 6.5 MI (10.5 KM) EAST FROM LAGRANGE, WYOMING, 0.5 MI (0.8 KM)
 AB4114'EAST OF THE NEBRASKA/WYOMING STATE LINE, IN THE NW1/4, SEC8, T19N,
 AB4114'R58W, ON PROPERTY OWNED BY AFTON GREEN, BOX 85, LAGRANGE, WYOMING.  TO
 AB4114'REACH THE MARK FROM THE NEBRASKA/WYOMING STATE LINE, ABOUT 6.5 MI
 AB4114'(10.5 KM) EAST OF LAGRANGE, GO EAST ON NEBRASKA STATE HIGHWAY 88 FOR
 AB4114'0.45 MI (0.72 KM) TO THE MARK ON THE RIGHT IN THE NORTHWEST CORNER OF
 AB4114'A PASTURE.  THE DISK, A NEDR REFERENCE MARK DISK WITH A TRIANGLE CUT
 AB4114'AROUND THE CENTER OF THE ARROW, IS SET INTO THE TOP OF A ROUND
 AB4114'CONCRETE MONUMENT THAT IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND
 AB4114'SURFACE.  IT IS 182.0 FT (55.5 M) SOUTH FROM THE CENTERLINE OF THE
 AB4114'HIGHWAY, 113.4 FT (34.6 M) SOUTHEAST OF A POWER POLE WITH 3
 AB4114'TRANSFORMERS, 110.2 FT (33.6 M) SOUTH-SOUTHWEST FROM A FIBERGLASS
 AB4114'WITNESS POST, 107.8 FT (32.9 M) SOUTH-SOUTHEAST FROM A FENCE CORNER,
 AB4114'WHICH IS ON THE EXTENDED CENTERLINE OF COUNTY ROAD 40 LEADING NORTH
 AB4114'AND 9.2 FT (2.8 M) EAST FROM A METAL WITNESS POST AND A NORTH/SOUTH
 AB4114'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR2925 ***********************************************************************
 DR2925  HT_MOD      -  This is a Height Modernization Survey Station.
 DR2925  DESIGNATION -  CP 13 10
 DR2925  PID         -  DR2925
 DR2925  STATE/COUNTY-  NE/RICHARDSON
 DR2925  COUNTRY     -  US
 DR2925  USGS QUAD   -  RULO (2017)
 DR2925
 DR2925                         *CURRENT SURVEY CONTROL
 DR2925  ______________________________________________________________________
 DR2925* NAD 83(2011) POSITION- 40 02 45.99108(N) 095 25 58.69119(W)   ADJUSTED
 DR2925* NAD 83(2011) ELLIP HT-   271.225 (meters)        (08/06/19)   ADJUSTED
 DR2925* NAD 83(2011) EPOCH   -  2010.00
 DR2925* NAVD 88 ORTHO HEIGHT -   301.98  (meters)      990.7   (feet) GPS OBS
 DR2925  ______________________________________________________________________
 DR2925  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR2925  GEOID HEIGHT    -        -30.764 (meters)                     GEOID12B
 DR2925  GEOID HEIGHT    -        -30.744 (meters)                     GEOID18
 DR2925  NAD 83(2011) X  -   -462,955.231 (meters)                     COMP
 DR2925  NAD 83(2011) Y  - -4,867,656.876 (meters)                     COMP
 DR2925  NAD 83(2011) Z  -  4,082,080.654 (meters)                     COMP
 DR2925  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 DR2925
 DR2925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2925  Standards:
 DR2925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2925  -------------------------------------------------------------------
 DR2925  NETWORK    0.56   1.08           0.26   0.19   0.55      0.04653341
 DR2925  -------------------------------------------------------------------
 DR2925  Click here for local accuracies and other accuracy information.
 DR2925
 DR2925.The horizontal coordinates were established by GPS observations
 DR2925.and adjusted by the JORGENSEN SURVEYING in August 2019.
 DR2925
 DR2925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2925.been affixed to the stable North American tectonic plate. See 
 DR2925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2925
 DR2925.The horizontal coordinates are valid at the epoch date displayed above
 DR2925.which is a decimal equivalence of Year/Month/Day.
 DR2925
 DR2925.The orthometric height was determined by GPS observations and a
 DR2925.high-resolution geoid model using precise GPS observation and
 DR2925.processing techniques.
 DR2925
 DR2925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2925.GEOID18 height accuracy estimate available here.
 DR2925
 DR2925.Click photographs - Photos may exist for this station.
 DR2925
 DR2925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2925
 DR2925.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2925
 DR2925.The ellipsoidal height was determined by GPS observations
 DR2925.and is referenced to NAD 83.
 DR2925
 DR2925. The following values were computed from the NAD 83(2011) position.
 DR2925
 DR2925;                    North         East     Units Scale Factor Converg.
 DR2925;SPC NE       -    33,916.777   889,544.673   MT  0.99997948   +3 01 35.6
 DR2925;SPC NE       -   111,275.29  2,918,447.81   sFT  0.99997948   +3 01 35.6
 DR2925;UTM  15      - 4,435,711.005   292,451.322   MT  1.00013032   -1 33 57.4
 DR2925
 DR2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2925!SPC NE       -   0.99995745  x   0.99997948  =   0.99993693
 DR2925!UTM  15      -   0.99995745  x   1.00013032  =   1.00008777
 DR2925
 DR2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9245135711(NAD 83)
 DR2925
 DR2925                          SUPERSEDED SURVEY CONTROL
 DR2925
 DR2925.No superseded survey control is available for this station.
 DR2925
 DR2925_MARKER: DD = SURVEY DISK
 DR2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR2925_STAMPING: CP 13-10 2004
 DR2925_MARK LOGO: NEDR
 DR2925_PROJECTION: PROJECTING 3 CENTIMETERS
 DR2925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR2925+STABILITY: SURFACE MOTION
 DR2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2925+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2009
 DR2925
 DR2925  HISTORY     - Date     Condition        Report By
 DR2925  HISTORY     - 2004     MONUMENTED       NEDR
 DR2925  HISTORY     - 20090204 GOOD             JORSUR
 DR2925
 DR2925                          STATION DESCRIPTION
 DR2925
 DR2925'DESCRIBED BY JORGENSEN SURVEYING 2009 (BAJ)
 DR2925'THE STATION IS LOCATED ABOUT 14.2 MI (22.8 KM) SOUTH-SOUTHEAST OF
 DR2925'BARADA, 9.0 MI (14.5 KM) EAST OF FALLS CITY AND IN THE TOWN OF RULO,
 DR2925'NE. OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR2925'
 DR2925'TO REACH FROM THE POST OFFICE IN RULO, TRAVEL SOUTHWEST ON FIRST
 DR2925'STREET 4 BLOCKS TO DUPUIS STREET.  TURN NORTHWEST AND TRAVEL 1/4 MI
 DR2925'(0.40 KM) TO MARK ON THE RIGHT.  MARK IS 200 FT (61.0 M) EAST OF THE
 DR2925'CENTERLINE FIFTH STREET AND 60 FT (18.3 M) WEST OF DRIVEWAY TO HOUSE
 DR2925'ON NORTH SIDE OF ROAD.
 DR2925'
 DR2925'MARK IS 5 FT (1.5 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH
 DR2925'OF SURVEY MARK SIGN AND POST AND IS APPROXIMATELY 4 FT (1.2 M) ABOVE
 DR2925'THE ELEVATION OF THE ROAD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3467 ***********************************************************************
 AI3467  DESIGNATION -  CP 19 10
 AI3467  PID         -  AI3467
 AI3467  STATE/COUNTY-  NE/RED WILLOW
 AI3467  COUNTRY     -  US
 AI3467  USGS QUAD   -  RED WILLOW DAM (2017)
 AI3467
 AI3467                         *CURRENT SURVEY CONTROL
 AI3467  ______________________________________________________________________
 AI3467* NAD 83(1986) POSITION- 40 15 23.     (N) 100 39 01.     (W)   SCALED
 AI3467* NAVD 88 ORTHO HEIGHT -   827.044 (meters)     2713.39  (feet) ADJUSTED
 AI3467  ______________________________________________________________________
 AI3467  GEOID HEIGHT    -        -23.841 (meters)                     GEOID18
 AI3467  DYNAMIC HEIGHT  -        826.493 (meters)     2711.59  (feet) COMP
 AI3467  MODELED GRAVITY -    979,931.7   (mgal)                       NAVD 88
 AI3467
 AI3467  VERT ORDER      -  SECOND    CLASS I
 AI3467
 AI3467.The horizontal coordinates were scaled from a map and have
 AI3467.an estimated accuracy of +/- 6 seconds.
 AI3467
 AI3467.The orthometric height was determined by differential leveling and
 AI3467.adjusted by the NATIONAL GEODETIC SURVEY
 AI3467.in July 2002.
 AI3467
 AI3467.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3467.GEOID18 height accuracy estimate available here.
 AI3467
 AI3467.Click photographs - Photos may exist for this station.
 AI3467
 AI3467.The dynamic height is computed by dividing the NAVD 88
 AI3467.geopotential number by the normal gravity value computed on the
 AI3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3467.degrees latitude (g = 980.6199 gals.).
 AI3467
 AI3467.The modeled gravity was interpolated from observed gravity values.
 AI3467
 AI3467;                    North         East    Units  Estimated Accuracy
 AI3467;SPC NE       -    47,180.      444,690.      MT  (+/- 180 meters Scaled)
 AI3467
 AI3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596575(NAD 83)
 AI3467
 AI3467                          SUPERSEDED SURVEY CONTROL
 AI3467
 AI3467.No superseded survey control is available for this station.
 AI3467
 AI3467_MARKER: DD = SURVEY DISK
 AI3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3467_STAMPING: CP 19-10 1990
 AI3467_MARK LOGO: BOR
 AI3467_PROJECTION: FLUSH
 AI3467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3467+STABILITY: SURFACE MOTION
 AI3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3467+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1999
 AI3467
 AI3467  HISTORY     - Date     Condition        Report By
 AI3467  HISTORY     - 1990     MONUMENTED       BOR
 AI3467  HISTORY     - 19991105 GOOD             NGS
 AI3467
 AI3467                          STATION DESCRIPTION
 AI3467
 AI3467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3467'6.4 KM (3.95 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE WEST
 AI3467'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, 48.4 M (158.8 FT) SOUTH OF THE
 AI3467'CENTER OF A ROAD LEADING TO A HOUSING PROJECT, 13.9 M (45.6 FT)
 AI3467'NORTHEAST OF A UTILITY POLE, 13.0 M (42.7 FT) WEST OF THE HIGHWAY
 AI3467'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AI3467'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3467'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1389 ***********************************************************************
 LH1389  DESIGNATION -  CP 282 10
 LH1389  PID         -  LH1389
 LH1389  STATE/COUNTY-  NE/BUFFALO
 LH1389  COUNTRY     -  US
 LH1389  USGS QUAD   -  NEWARK (2017)
 LH1389
 LH1389                         *CURRENT SURVEY CONTROL
 LH1389  ______________________________________________________________________
 LH1389* NAD 83(1995) POSITION- 40 44 06.42329(N) 098 54 16.44406(W)   ADJUSTED
 LH1389* NAVD 88 ORTHO HEIGHT -   636.6   (meters)     2089.    (feet) VERTCON
 LH1389  ______________________________________________________________________
 LH1389  GEOID HEIGHT    -        -24.536 (meters)                     GEOID18
 LH1389  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 LH1389  HORZ ORDER      -  THIRD
 LH1389
 LH1389.The horizontal coordinates were established by classical geodetic methods
 LH1389.and adjusted by the National Geodetic Survey in August 1997.
 LH1389
 LH1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1389
 LH1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1389.GEOID18 height accuracy estimate available here.
 LH1389
 LH1389.Click photographs - Photos may exist for this station.
 LH1389
 LH1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1389
 LH1389. The following values were computed from the NAD 83(1995) position.
 LH1389
 LH1389;                    North         East     Units Scale Factor Converg.
 LH1389;SPC NE       -   100,709.609   592,506.611   MT  0.99974835   +0 43 33.4
 LH1389;SPC NE       -   330,411.44  1,943,915.44   sFT  0.99974835   +0 43 33.4
 LH1389;UTM  14      - 4,509,357.657   508,058.040   MT  0.99960080   +0 03 44.2
 LH1389
 LH1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1389!SPC NE       -   0.99990399  x   0.99974835  =   0.99965237
 LH1389!UTM  14      -   0.99990399  x   0.99960080  =   0.99950483
 LH1389
 LH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0805809357(NAD 83)
 LH1389
 LH1389                          SUPERSEDED SURVEY CONTROL
 LH1389
 LH1389  NAD 83(1986)-  40 44 06.43038(N)    098 54 16.44722(W) AD(       ) 3
 LH1389  NAD 83(1986)-  40 44 06.42925(N)    098 54 16.43651(W) AD(       ) 3
 LH1389  NGVD 29 (01/31/91)  636.4    (m)         2088.     (f) VERT ANG       
 LH1389  NGVD 29 (02/23/90)  636.3    (m)         2088.     (f) VERT ANG       
 LH1389
 LH1389.Superseded values are not recommended for survey control.
 LH1389
 LH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1389.See file dsdata.pdf to determine how the superseded data were derived.
 LH1389
 LH1389_MARKER: DD = SURVEY DISK
 LH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1389_STAMPING: CP 282-10
 LH1389_MARK LOGO: NEDR
 LH1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1389+STABILITY: SURFACE MOTION
 LH1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1389+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LH1389
 LH1389  HISTORY     - Date     Condition        Report By
 LH1389  HISTORY     - 1989     MONUMENTED       NEDR
 LH1389
 LH1389                          STATION DESCRIPTION
 LH1389
 LH1389'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1989
 LH1389'THE MARK IS LOCATED ABOUT 4.83 KM (3.00 MI) SOUTHWEST FROM GIBBON AND
 LH1389'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30 AND BETWEEN THE HIGHWAY
 LH1389'AND THE UNION PACIFIC RAILROAD.
 LH1389'TO REACH THE STATION FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1389'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1389'SOUTHWESTERLY ON HIGHWAY 30 FOR 5.07 KM (3.15 MI) TO THE MARK ON THE
 LH1389'LEFT.
 LH1389'THE MARK IS 28.2 M (92.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 LH1389'34.69 M (113.8 FT) WEST-NORTHWEST FROM A TELEPHONE LINE POLE, 21.83 M
 LH1389'(71.6 FT) NORTH FROM THE NORTHERNMOST MOST RAIL OF THE TRACKS, 9.40 M
 LH1389'(30.8 FT) NORTHEAST FROM A TELEPHONE LINE POLE, 5.94 M (19.5 FT) NORTH
 LH1389'FROM A WITNESS POST AND IS RECESSED 0.03 M (0.1 FT) BELOW THE GROUND
 LH1389'SURFACE.
 LH1389'THIS MARK SERVES AS AN ADDITIONAL AZIMUTH MARK FOR STATION OPTIC.
 LH1389'DESCRIBED BY D. NECAS, TYPED BY J.A. ODUM
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1538 ***********************************************************************
 LF1538  DESIGNATION -  CP 65 12
 LF1538  PID         -  LF1538
 LF1538  STATE/COUNTY-  NE/OTOE
 LF1538  COUNTRY     -  US
 LF1538  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1538
 LF1538                         *CURRENT SURVEY CONTROL
 LF1538  ______________________________________________________________________
 LF1538* NAD 83(1995) POSITION- 40 43 45.25539(N) 095 55 12.05981(W)   ADJUSTED
 LF1538* NAVD 88 ORTHO HEIGHT -   358.3   (meters)     1176.    (feet) VERTCON
 LF1538  ______________________________________________________________________
 LF1538  GEOID HEIGHT    -        -28.694 (meters)                     GEOID18
 LF1538  LAPLACE CORR    -        -10.97  (seconds)                    DEFLEC18
 LF1538  HORZ ORDER      -  THIRD
 LF1538
 LF1538.The horizontal coordinates were established by classical geodetic methods
 LF1538.and adjusted by the National Geodetic Survey in August 1997.
 LF1538
 LF1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1538
 LF1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1538.GEOID18 height accuracy estimate available here.
 LF1538
 LF1538.Click photographs - Photos may exist for this station.
 LF1538
 LF1538.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1538
 LF1538. The following values were computed from the NAD 83(1995) position.
 LF1538
 LF1538;                    North         East     Units Scale Factor Converg.
 LF1538;SPC NE       -   107,599.754   844,456.916   MT  0.99974973   +2 42 13.7
 LF1538;SPC NE       -   353,016.86  2,770,522.40   sFT  0.99974973   +2 42 13.7
 LF1538;UTM  15      - 4,512,802.552   253,403.864   MT  1.00034855   -1 54 22.4
 LF1538;UTM  14      - 4,513,264.572   760,107.272   MT  1.00043283   +2 00 38.8
 LF1538
 LF1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1538!SPC NE       -   0.99994831  x   0.99974973  =   0.99969805
 LF1538!UTM  15      -   0.99994831  x   1.00034855  =   1.00029684
 LF1538!UTM  14      -   0.99994831  x   1.00043283  =   1.00038111
 LF1538
 LF1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5340312802(NAD 83)
 LF1538
 LF1538                          SUPERSEDED SURVEY CONTROL
 LF1538
 LF1538  NAD 83(1986)-  40 43 45.26265(N)    095 55 12.05630(W) AD(       ) 3
 LF1538  NGVD 29 (02/17/94)  358.1    (m)         1175.     (f) VERT ANG       
 LF1538
 LF1538.Superseded values are not recommended for survey control.
 LF1538
 LF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1538.See file dsdata.pdf to determine how the superseded data were derived.
 LF1538
 LF1538_MARKER: DD = SURVEY DISK
 LF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1538_STAMPING: CP 65-12 1977
 LF1538_MARK LOGO: NEDR
 LF1538_PROJECTION: RECESSED 9 CENTIMETERS
 LF1538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LF1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1538+STABILITY: SURFACE MOTION
 LF1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1538+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1980
 LF1538
 LF1538  HISTORY     - Date     Condition        Report By
 LF1538  HISTORY     - 1977     MONUMENTED       NEDR
 LF1538  HISTORY     - 19800624 GOOD             NGS
 LF1538
 LF1538                          STATION DESCRIPTION
 LF1538
 LF1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LF1538'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST FROM NEBRASKA
 LF1538'CITY AND 0.5 MI (0.8 KM) WEST OF U.S. HIGHWAY 75, AT A BARN IN A
 LF1538'CULTIVATED FIELD.
 LF1538'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 LF1538'NEBRASKA CITY, GO NORTH, WEST AND NORTH ON HIGHWAY 75 FOR 5.9 MI
 LF1538'(9.5 KM) TO A SIDE ROAD ON THE LEFT, AT THE SOUTH END OF A BRIDGE.
 LF1538'TURN LEFT AND GO WEST FOR 0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT.
 LF1538'TURN RIGHT AND GO NORTH FOR 0.25 MI (0.40 KM) TO A FIELD ROAD ON THE
 LF1538'RIGHT.  TURN RIGHT AND GO EAST ACROSS A FIELD FOR 0.1 MI (0.2 KM) TO
 LF1538'A BARN AND THE MARK AT THE SOUTHEAST CORNER OF THE BARN.
 LF1538'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 LF1538'9 IN BELOW THE GROUND SURFACE.  IT IS 30.0 FT (9.1 M) SOUTH-SOUTHEAST
 LF1538'OF THE NORTHEAST CORNER OF THE BARN AND 5.5 FT (1.7 M) EAST FROM THE
 LF1538'SOUTHEAST CORNER OF THE BARN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1037 ***********************************************************************
 LG1037  DESIGNATION -  CRAB
 LG1037  PID         -  LG1037
 LG1037  STATE/COUNTY-  NE/GAGE
 LG1037  COUNTRY     -  US
 LG1037  USGS QUAD   -  CRAB ORCHARD (2017)
 LG1037
 LG1037                         *CURRENT SURVEY CONTROL
 LG1037  ______________________________________________________________________
 LG1037* NAD 83(1995) POSITION- 40 19 12.39319(N) 096 28 56.28675(W)   ADJUSTED
 LG1037* NAVD 88 ORTHO HEIGHT -   446.    (meters)     1463.    (feet) SCALED
 LG1037  ______________________________________________________________________
 LG1037  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 LG1037  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 LG1037  HORZ ORDER      -  THIRD
 LG1037
 LG1037.The horizontal coordinates were established by classical geodetic methods
 LG1037.and adjusted by the National Geodetic Survey in August 1997.
 LG1037
 LG1037.The orthometric height was scaled from a topographic map.
 LG1037
 LG1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1037.GEOID18 height accuracy estimate available here.
 LG1037
 LG1037.Click photographs - Photos may exist for this station.
 LG1037
 LG1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1037
 LG1037. The following values were computed from the NAD 83(1995) position.
 LG1037
 LG1037;                    North         East     Units Scale Factor Converg.
 LG1037;SPC NE       -    60,128.688   798,861.266   MT  0.99987060   +2 19 52.2
 LG1037;SPC NE       -   197,272.20  2,620,930.67   sFT  0.99987060   +2 19 52.2
 LG1037;UTM  14      - 4,466,329.384   713,914.394   MT  1.00016332   +1 37 47.0
 LG1037
 LG1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1037!SPC NE       -   0.99993432  x   0.99987060  =   0.99980493
 LG1037!UTM  14      -   0.99993432  x   1.00016332  =   1.00009763
 LG1037
 LG1037:                Primary Azimuth Mark                     Grid Az
 LG1037:SPC NE       -  CRAB AZ MK                               271 03 43.6
 LG1037:UTM  14      -  CRAB AZ MK                               271 45 48.8
 LG1037
 LG1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1391466329(NAD 83)
 LG1037
 LG1037|---------------------------------------------------------------------|
 LG1037| PID    Reference Object                     Distance      Geod. Az  |
 LG1037|                                                           dddmmss.s |
 LG1037| LG1447 CRAB RM 1                            23.943 METERS 01022     |
 LG1037| LG1448 CRAB RM 2                            16.831 METERS 11224     |
 LG1037| LG1029 VIRGINIA FIRST CHRISTIAN CH         APPROX. 8.3 KM 1881515.6 |
 LG1037| LG1449 CRAB RM 3                            19.475 METERS 20947     |
 LG1037| LG1412 CRAB AZ MK                          458.633 METERS 2732335.8 |
 LG1037| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX.11.7 KM 2860129.2 |
 LG1037| LG1450 CRAB RM 4                             8.952 METERS 28642     |
 LG1037|---------------------------------------------------------------------|
 LG1037
 LG1037                          SUPERSEDED SURVEY CONTROL
 LG1037
 LG1037  NAD 83(1986)-  40 19 12.40141(N)    096 28 56.28300(W) AD(       ) 3
 LG1037  NAD 27      -  40 19 12.39900(N)    096 28 55.21100(W) AD(       ) 3
 LG1037
 LG1037.Superseded values are not recommended for survey control.
 LG1037
 LG1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1037.See file dsdata.pdf to determine how the superseded data were derived.
 LG1037
 LG1037_MARKER: DS = TRIANGULATION STATION DISK
 LG1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1037_STAMPING: CRAB 1947
 LG1037_MARK LOGO: CGS
 LG1037_PROJECTION: FLUSH
 LG1037_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1037+STABILITY: SURFACE MOTION
 LG1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1037+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1984
 LG1037
 LG1037  HISTORY     - Date     Condition        Report By
 LG1037  HISTORY     - 1947     MONUMENTED       CGS
 LG1037  HISTORY     - 1947     GOOD             CGS
 LG1037  HISTORY     - 19840809 GOOD             NGS
 LG1037
 LG1037                          STATION DESCRIPTION
 LG1037
 LG1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1037'THE STATION IS LOCATED ABOUT 3 MILES WEST OF CRAB ORCHARD AND
 LG1037'3 MILES NORTHEAST OF FILLEY IN THE SOUTHEAST ANGLE OF A
 LG1037'CROSSROAD, AND IN THE NORTHWEST CORNER OF A TRIANGLE FORMED BY
 LG1037'THE ROADS.  IT IS 47 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1037'GRAVELED ROAD, 61 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD AND
 LG1037'83 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 3.  IT IS
 LG1037'STAMPED CRAB 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1037'
 LG1037'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF THE EAST-WEST
 LG1037'GRAVELED ROAD AT THE SOUTH EDGE OF A ROW OF HEDGE TREES.  IT IS
 LG1037'34 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 75
 LG1037'FEET EAST OF A NORTH-SOUTH GRAVELED ROAD AND 2 FEET EAST OF
 LG1037'A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT
 LG1037'IS STAMPED CRAB NO 1 1947 AND PROJECTS 6 INCHES.
 LG1037'
 LG1037'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF THE CENTER OF AN
 LG1037'EAST-WEST GRAVELED ROAD, AND 35 FEET NORTHWEST OF STATE
 LG1037'HIGHWAY 3.  IT IS STAMPED CRAB NO 2 1947 AND IS FLUSH WITH
 LG1037'THE SURFACE OF THE GROUND.
 LG1037'
 LG1037'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF AN EAST-WEST GRAVELED
 LG1037'ROAD, 32 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF
 LG1037'AN EAST-WEST FENCE LINE AND 1 FOOT EAST OF A POWER LINE POLE.
 LG1037'IT IS STAMPED CRAB 1947 AND PROJECTS 6 INCHES.
 LG1037'
 LG1037'TO REACH THE STATION FROM THE POST OFFICE IN CRAB ORCHARD, GO
 LG1037'WEST ON STATE HIGHWAY 3 FOR 4.0 MILES TO A POINT WHERE STATE
 LG1037'HIGHWAY 3 TURNS SOUTH AND THE STATION AS DESCRIBED.
 LG1037'
 LG1037'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 LG1037'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 LG1037'
 LG1037'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 40 FEET.
 LG1037'
 LG1037'A 74 FOOT SIGNAL AT WOLKEN IS VISIBLE AT 30 FEET.
 LG1037'
 LG1037'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1037
 LG1037                          STATION RECOVERY (1947)
 LG1037
 LG1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1037'RECOVERED IN GOOD CONDITION.
 LG1037
 LG1037                          STATION RECOVERY (1984)
 LG1037
 LG1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1037'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LG1037'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  REFERENCE
 LG1037'MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  DUE TO SEVERAL CHANGES A
 LG1037'NEW DESCRIPTION FOLLOWS.
 LG1037'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH FROM VIRGINIA, 6.4 KM
 LG1037'(4.0 MI) NORTHEAST FROM FILLEY AND 4.8 KM (3.0 MI) SOUTHWEST FROM
 LG1037'CRAB ORCHARD, ON COUNTY ROAD RIGHT-OF-WAY.  CONTACT THE COURT CLERK
 LG1037'FOR GAGE COUNTY AT THE COURTHOUSE IN BEATRICE, NEBRASKA.
 LG1037'TO REACH THE STATION FROM THE POST OFFICE IN CRAB ORCHARD, GO WEST ON
 LG1037'HIGHWAY 49C SPUR FOR 0.97 KM (0.60 MI) TO U.S. HIGHWAY 136.  TURN
 LG1037'LEFT AND GO SOUTHWEST ON THE HIGHWAY FOR 0.56 KM (0.35 MI) TO A SIDE
 LG1037'ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 2.25
 LG1037'KM (1.40 MI) TO A CURVE SOUTH.  CONTINUE SOUTH FOR 1.29 KM (0.80 MI)
 LG1037'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.61 KM
 LG1037'(1.00 MI) TO A CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE OF
 LG1037'THE INTERSECTION.
 LG1037'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1037'FLUSH WITH THE GROUND.  IT IS 27.75 M (91.04 FT) NORTH-NORTHEAST FROM
 LG1037'A POWER POLE, 23.0 M (75.5 FT) SOUTHEAST FROM THE CENTER OF THE
 LG1037'INTERSECTION, 18.6 M (61.0 FT) EAST FROM THE CENTERLINE OF THE
 LG1037'NORTH-SOUTH ROAD, 13.7 M (44.9 FT) SOUTH FROM THE CENTERLINE OF THE
 LG1037'EAST-WEST ROAD AND 0.91 M (2.99 FT) WEST FROM A WITNESS POST.  THE
 LG1037'UNDERGROUND MARK WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1412 ***********************************************************************
 LG1412  DESIGNATION -  CRAB AZ MK
 LG1412  PID         -  LG1412
 LG1412  STATE/COUNTY-  NE/GAGE
 LG1412  COUNTRY     -  US
 LG1412  USGS QUAD   -  CRAB ORCHARD (2017)
 LG1412
 LG1412                         *CURRENT SURVEY CONTROL
 LG1412  ______________________________________________________________________
 LG1412* NAD 83(1995) POSITION- 40 19 13.27283(N) 096 29 15.67864(W)   ADJUSTED
 LG1412* NAVD 88 ORTHO HEIGHT -   449.    (meters)     1473.    (feet) SCALED
 LG1412  ______________________________________________________________________
 LG1412  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 LG1412  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 LG1412  HORZ ORDER      -  THIRD
 LG1412
 LG1412.The horizontal coordinates were established by classical geodetic methods
 LG1412.and adjusted by the National Geodetic Survey in August 1997.
 LG1412
 LG1412.The orthometric height was scaled from a topographic map.
 LG1412
 LG1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1412.GEOID18 height accuracy estimate available here.
 LG1412
 LG1412.Click photographs - Photos may exist for this station.
 LG1412
 LG1412.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1412
 LG1412. The following values were computed from the NAD 83(1995) position.
 LG1412
 LG1412;                    North         East     Units Scale Factor Converg.
 LG1412;SPC NE       -    60,137.189   798,402.771   MT  0.99987052   +2 19 39.4
 LG1412;SPC NE       -   197,300.09  2,619,426.42   sFT  0.99987052   +2 19 39.4
 LG1412;UTM  14      - 4,466,343.501   713,455.904   MT  1.00016091   +1 37 34.4
 LG1412
 LG1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1412!SPC NE       -   0.99993388  x   0.99987052  =   0.99980441
 LG1412!UTM  14      -   0.99993388  x   1.00016091  =   1.00009478
 LG1412
 LG1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1345566343(NAD 83)
 LG1412
 LG1412                          SUPERSEDED SURVEY CONTROL
 LG1412
 LG1412  NAD 83(1986)-  40 19 13.28105(N)    096 29 15.67494(W) AD(       ) 3
 LG1412
 LG1412.Superseded values are not recommended for survey control.
 LG1412
 LG1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1412.See file dsdata.pdf to determine how the superseded data were derived.
 LG1412
 LG1412_MARKER: DZ = AZIMUTH MARK DISK
 LG1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1412_STAMPING: CRAB 1947
 LG1412_MARK LOGO: CGS
 LG1412_PROJECTION: PROJECTING 10 CENTIMETERS
 LG1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1412+STABILITY: SURFACE MOTION
 LG1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1412+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1984
 LG1412
 LG1412  HISTORY     - Date     Condition        Report By
 LG1412  HISTORY     - 1947     MONUMENTED       CGS
 LG1412  HISTORY     - 19840809 GOOD             NGS
 LG1412
 LG1412                          STATION DESCRIPTION
 LG1412
 LG1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1412'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 8 KM (5.0 MI) NORTH
 LG1412'FROM VIRGINIA, 5.6 KM (3.5 MI) SOUTHWEST FROM CRAB ORCHARD AND ON
 LG1412'COUNTY ROAD RIGHT-OF-WAY.
 LG1412'TO REACH FROM THE POST OFFICE IN CRAB ORCHARD, GO WEST ON ROAD 49C
 LG1412'SPUR FOR 0.97 KM (0.60 MI) TO U.S. HIGHWAY 136.  TURN LEFT AND GO
 LG1412'SOUTHWEST ON THE HIGHWAY FOR 0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT.
 LG1412'TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 2.25 KM (1.40 MI) TO A
 LG1412'CURVE SOUTH.  CONTINUE SOUTH FOR 1.29 KM (0.80 MI) TO A SIDE ROAD ON
 LG1412'THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.61 TO A CROSSROAD AND
 LG1412'STATION --CRAB--IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE
 LG1412'WEST FOR 0.45 KM (0.28 MI) TO THE MARK ON THE RIGHT.
 LG1412'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG1412'ABOUT 10 CM ABOVE THE GROUND.  IT IS 9.75 KM (6.06 MI) NORTH FROM THE
 LG1412'CENTERLINE OF THE ROAD, 0.46 KM (0.29 MI) WEST FROM A WITNESS POST
 LG1412'AND 0.30 M (0.98 FT) EAST FROM A POWER POLE.
 LG1412'THE MARK WAS SET IN 1947 AND POSITIONED BY ELECTRONIC TRAVERSE FROM
 LG1412'STATION--CRAB--ON THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0430 ***********************************************************************
 NO0430  DESIGNATION -  CRABB
 NO0430  PID         -  NO0430
 NO0430  STATE/COUNTY-  NE/CHERRY
 NO0430  COUNTRY     -  US
 NO0430  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0430
 NO0430                         *CURRENT SURVEY CONTROL
 NO0430  ______________________________________________________________________
 NO0430* NAD 83(1995) POSITION- 42 57 30.40981(N) 100 31 46.19756(W)   ADJUSTED
 NO0430* NAVD 88 ORTHO HEIGHT -   853.6   (meters)     2801.    (feet) VERTCON
 NO0430  ______________________________________________________________________
 NO0430  GEOID HEIGHT    -        -22.169 (meters)                     GEOID18
 NO0430  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 NO0430  HORZ ORDER      -  FIRST
 NO0430
 NO0430.The horizontal coordinates were established by classical geodetic methods
 NO0430.and adjusted by the National Geodetic Survey in August 1997.
 NO0430
 NO0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0430
 NO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0430.GEOID18 height accuracy estimate available here.
 NO0430
 NO0430.Click photographs - Photos may exist for this station.
 NO0430
 NO0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0430
 NO0430. The following values were computed from the NAD 83(1995) position.
 NO0430
 NO0430;                    North         East     Units Scale Factor Converg.
 NO0430;SPC NE       -   347,137.381   456,796.112   MT  0.99998120   -0 21 03.2
 NO0430;SPC NE       - 1,138,899.89  1,498,671.91   sFT  0.99998120   -0 21 03.2
 NO0430;SPC SD S     -    69,463.983   583,994.112   MT  0.99997273   -0 08 07.2
 NO0430;SPC SD S     -   227,899.75  1,915,987.35   sFT  0.99997273   -0 08 07.2
 NO0430;UTM  14      - 4,757,335.304   375,247.974   MT  0.99979146   -1 02 32.8
 NO0430
 NO0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0430!SPC NE       -   0.99986963  x   0.99998120  =   0.99985083
 NO0430!SPC SD S     -   0.99986963  x   0.99997273  =   0.99984236
 NO0430!UTM  14      -   0.99986963  x   0.99979146  =   0.99966112
 NO0430
 NO0430:                Primary Azimuth Mark                     Grid Az
 NO0430:SPC NE       -  CRABB RM 1 AZIMUTH                       104 09 27.7
 NO0430:SPC SD S     -  CRABB RM 1 AZIMUTH                       103 56 31.7
 NO0430:UTM  14      -  CRABB RM 1 AZIMUTH                       104 50 57.3
 NO0430
 NO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7524757335(NAD 83)
 NO0430
 NO0430|---------------------------------------------------------------------|
 NO0430| PID    Reference Object                     Distance      Geod. Az  |
 NO0430|                                                           dddmmss.s |
 NO0430| CO2924 CRABB RM 1 AZIMUTH                  413.700 METERS 1034824.5 |
 NO0430| CO2925 CRABB RM 2                           26.390 METERS 17614     |
 NO0430| NO0432 VALENTINE MUNICIPAL TANK            APPROX. 8.0 KM 1933712.3 |
 NO0430| NO0431 VALENTINE W MUNICIPAL TANK          APPROX. 8.0 KM 1934207.7 |
 NO0430| CO2926 CRABB RM 3                           26.574 METERS 29234     |
 NO0430| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.25.4 KM 3043234.6 |
 NO0430| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.20.4 KM 3073656.0 |
 NO0430| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.20.6 KM 3080119.8 |
 NO0430|---------------------------------------------------------------------|
 NO0430
 NO0430                          SUPERSEDED SURVEY CONTROL
 NO0430
 NO0430  NAD 83(1986)-  42 57 30.41071(N)    100 31 46.20997(W) AD(       ) 1
 NO0430  NAD 27      -  42 57 30.38400(N)    100 31 44.73600(W) AD(       ) 1
 NO0430  NGVD 29 (07/19/86)  853.3    (m)         2800.     (f) VERT ANG       
 NO0430
 NO0430.Superseded values are not recommended for survey control.
 NO0430
 NO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0430.See file dsdata.pdf to determine how the superseded data were derived.
 NO0430
 NO0430_MARKER: DS = TRIANGULATION STATION DISK
 NO0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0430_STAMPING: CRABB 1933
 NO0430_MARK LOGO: CGS
 NO0430_PROJECTION: FLUSH
 NO0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0430+STABILITY: SURFACE MOTION
 NO0430
 NO0430  HISTORY     - Date     Condition        Report By
 NO0430  HISTORY     - 1933     MONUMENTED       CGS
 NO0430  HISTORY     - 1936     GOOD             CGS
 NO0430  HISTORY     - 1949     GOOD             CGS
 NO0430
 NO0430                          STATION DESCRIPTION
 NO0430
 NO0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0430'ABOUT 6 MILES NORTH OF VALENTINE IN SOUTHWEST QUARTER SEC.
 NO0430'32, T. 35 N., R. 27 W., ON A LOW FLAT-TOPPED HILL IN PASTURE
 NO0430'OWNED BY THE CRABB ESTATE.
 NO0430'
 NO0430'REACHED FROM VALENTINE BY U.S. HIGHWAY 183 NORTH 6.0 MILES,
 NO0430'THENCE EAST ON GRADED ROAD 2.5 MILES TO LANE LEADING NORTH.
 NO0430'FOLLOW LANE NORTH 0.2 MILE TO MRS. CRABBS HOUSE, THENCE WEST
 NO0430'1/4 MILE TO STATION.
 NO0430'
 NO0430'STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3 ARE FLUSH WITH
 NO0430'THE GROUND.
 NO0430'
 NO0430'REFERENCE MARK NO. 1 (AZIMUTH) IS EAST BY SOUTH OF STATION AND
 NO0430'75 FEET SOUTHWEST BY WEST OF SOUTHWEST CORNER OF MRS. CRABBS HOUSE.
 NO0430'
 NO0430'REFERENCE MARK NO. 2 IS SOUTH OF STATION AND REFERENCE MARK NO. 3
 NO0430'IS WEST OF STATION, BOTH BEING ON THE SAME KNOLL AS STATION.
 NO0430'
 NO0430'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0430'BRONZE DISKS SET AS DESCRIBED.
 NO0430'
 NO0430'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
 NO0430
 NO0430                          STATION RECOVERY (1936)
 NO0430
 NO0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0430'STATION RECOVERED AS DESCRIBED IN 1933 AND ALL MARKS FOUND IN
 NO0430'GOOD CONDITION.  TO REACH THE STATION FROM VALENTINE, TAKE U.S.
 NO0430'HIGHWAY 183 WEST AND NORTH FOR 6.2 MILES FROM THE CHERRY COUNTY
 NO0430'COURTHOUSE IN VALENTINE, TURN RIGHT (EAST) AND PROCEED STRAIGHT
 NO0430'FOR 2.5 MILES TO A LANE LEADING NORTH, TAKE THIS LANE FOR
 NO0430'0.2 MILE TO MR. CRABBS HOUSE, AND TURN LEFT (WEST) FOR 0.3
 NO0430'MILE TO TOP OF KNOLL AND STATION.
 NO0430'
 NO0430'STATION IS 2-1/4 MILES SOUTH OF STATE LINE ON HIGHEST POINT OF
 NO0430'KNOLL AND IS MARKED.
 NO0430'
 NO0430'REFERENCE MARK NO. 1 (AZIMUTH) IS 0.3 MILE EAST BY SOUTH
 NO0430'OF THE STATION AND 75 FEET SOUTHWEST BY WEST OF THE SOUTHWEST
 NO0430'CORNER OF CRABBS HOUSE.
 NO0430'
 NO0430'REFERENCE MARK NO. 2, IS SOUTH OF THE STATION AND
 NO0430'ON THE SAME KNOLL AS THE STATION.
 NO0430'
 NO0430'REFERENCE MARK NO. 3, IS WEST OF THE STATION ON THE
 NO0430'SAME KNOLL.  DISTANCES AND DIRECTIONS WERE OBSERVED AS FOLLOWS--
 NO0430'
 NO0430'NOTE--DISTANCES TO REFERENCE MARKS NO. 2 AND 3 CHECKED EXACTLY,
 NO0430'UNABLE TO COMPARE THE DIRECTIONS.  ALL LIGHTS VISIBLE FROM A
 NO0430'4-FOOT TRIPOD EXCEPT STATION BARNETT WHICH REQUIRES A 15-FOOT
 NO0430'TRIPOD.
 NO0430
 NO0430                          STATION RECOVERY (1949)
 NO0430
 NO0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0430'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 NO0430'AND THE AZIMUTH MARK (REFERENCE MARK NO. 1) WERE RECOVERED AND
 NO0430'FOUND TO BE IN EXCELLENT CONDITION.  THE 1936 DIRECTION TO THE
 NO0430'MARKS AND THE VALENTINE WATER TANK COULD NOT BE CHECKED.  U.S.
 NO0430'HIGHWAY 183 IS NOW U.S. HIGHWAY 83.  FOLLOWING IS A COMPLETE
 NO0430'AND NEW DESCRIPTION--
 NO0430'
 NO0430'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASS-COVERED
 NO0430'KNOLL, ABOUT 6 MILES NORTH OF VALENTINE AND IS ON LAND OWNED
 NO0430'BY THE CRABB ESTATE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 NO0430'GROUND AND IS STAMPED CRABB 1933.
 NO0430'
 NO0430'REFERENCE MARK NO. 2 IS 6 INCHES LOWER THAN THE STATION.  IT
 NO0430'IS SET FLUSH AND IS STAMPED CRABB NO 2 1933.
 NO0430'
 NO0430'REFERENCE MARK NO. 3 IS 18 INCHES LOWER THAN THE STATION AND IS
 NO0430'SET 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 NO0430'CRABB NO 3 1933.
 NO0430'
 NO0430'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK
 NO0430'NO. 3 IS 147.65 FEET.
 NO0430'
 NO0430'THE AZIMUTH MARK (REFERENCE MARK NO. 1) IS SET JUST INSIDE
 NO0430'OF A FENCE LINE, 75 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NO0430'CORNER OF THE HOUSE AND 1 FOOT NORTHWEST OF A WITNESS POST.
 NO0430'IT IS A STANDARD REFERENCE MARK DISK, STAMPED CRABB NO 1 1933,
 NO0430'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 NO0430'
 NO0430'TO REACH THE STATION FROM THE CHERRY COUNTY COURTHOUSE IN VALENTINE,
 NO0430'GO WEST AND NORTH ON U.S. HIGHWAY 83 FOR 6.25 MILES TO A
 NO0430'CROSSROAD, TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 2.5
 NO0430'MILES TO A LANE ON THE LEFT, TURN LEFT AND FOLLOW THE LANE
 NO0430'NORTHERLY FOR 0.2 MILE TO MR. CRABBS HOUSE AND THE AZIMUTH
 NO0430'MARK AS DESCRIBED, TURN LEFT AND CONTINUE WESTERLY ON A TRACK
 NO0430'ROAD FOR 0.3 MILE TO THE TOP OF THE KNOLL AND THE STATION AS
 NO0430'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0413 ***********************************************************************
 LJ0413  DESIGNATION -  CRAIG
 LJ0413  PID         -  LJ0413
 LJ0413  STATE/COUNTY-  NE/LINCOLN
 LJ0413  COUNTRY     -  US
 LJ0413  USGS QUAD   -  JEFFREY RESERVOIR SE (2017)
 LJ0413
 LJ0413                         *CURRENT SURVEY CONTROL
 LJ0413  ______________________________________________________________________
 LJ0413* NAD 83(1995) POSITION- 40 50 30.98485(N) 100 21 26.22065(W)   ADJUSTED
 LJ0413* NAVD 88 ORTHO HEIGHT -   945.    (meters)     3100.    (feet) SCALED
 LJ0413  ______________________________________________________________________
 LJ0413  GEOID HEIGHT    -        -23.013 (meters)                     GEOID18
 LJ0413  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LJ0413  HORZ ORDER      -  SECOND
 LJ0413
 LJ0413.The horizontal coordinates were established by classical geodetic methods
 LJ0413.and adjusted by the National Geodetic Survey in August 1997.
 LJ0413
 LJ0413.The orthometric height was scaled from a topographic map.
 LJ0413
 LJ0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0413.GEOID18 height accuracy estimate available here.
 LJ0413
 LJ0413.Click photographs - Photos may exist for this station.
 LJ0413
 LJ0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0413
 LJ0413. The following values were computed from the NAD 83(1995) position.
 LJ0413
 LJ0413;                    North         East     Units Scale Factor Converg.
 LJ0413;SPC NE       -   112,045.323   469,876.555   MT  0.99972523   -0 14 12.4
 LJ0413;SPC NE       -   367,602.03  1,541,586.66   sFT  0.99972523   -0 14 12.4
 LJ0413;UTM  14      - 4,522,097.586   385,576.553   MT  0.99976115   -0 53 15.8
 LJ0413
 LJ0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0413!SPC NE       -   0.99985534  x   0.99972523  =   0.99958061
 LJ0413!UTM  14      -   0.99985534  x   0.99976115  =   0.99961653
 LJ0413
 LJ0413:                Primary Azimuth Mark                     Grid Az
 LJ0413:SPC NE       -  CRAIG AZ MK                              216 40 25.2
 LJ0413:UTM  14      -  CRAIG AZ MK                              217 19 28.6
 LJ0413
 LJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8557622097(NAD 83)
 LJ0413
 LJ0413|---------------------------------------------------------------------|
 LJ0413| PID    Reference Object                     Distance      Geod. Az  |
 LJ0413|                                                           dddmmss.s |
 LJ0413| CN9066 CRAIG RM 1                           15.627 METERS 08326     |
 LJ0413| CN9065 CRAIG AZ MK                                        2162612.8 |
 LJ0413| CN9067 CRAIG RM 2                           20.151 METERS 26433     |
 LJ0413|---------------------------------------------------------------------|
 LJ0413
 LJ0413                          SUPERSEDED SURVEY CONTROL
 LJ0413
 LJ0413  NAD 83(1986)-  40 50 30.99075(N)    100 21 26.22782(W) AD(       ) 2
 LJ0413  NAD 27      -  40 50 30.95948(N)    100 21 24.73791(W) AD(       ) 2
 LJ0413
 LJ0413.Superseded values are not recommended for survey control.
 LJ0413
 LJ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0413.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0413
 LJ0413_MARKER: DS = TRIANGULATION STATION DISK
 LJ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0413_STAMPING: CRAIG 1951
 LJ0413_MARK LOGO: CGS
 LJ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0413+STABILITY: SURFACE MOTION
 LJ0413
 LJ0413  HISTORY     - Date     Condition        Report By
 LJ0413  HISTORY     - 1951     MONUMENTED       CGS
 LJ0413
 LJ0413                          STATION DESCRIPTION
 LJ0413
 LJ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLG)
 LJ0413'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH OF BRADY AND 12.0
 LJ0413'MILES SOUTHWEST OF GOTHENBURG ON THE HIGHEST POINT OF A LARGE
 LJ0413'FLAT TOPPED HILL.  IT IS 125.0 FEET EAST OF A T FENCE CORNER,
 LJ0413'3.0 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH OF A FENCE.
 LJ0413'IT PROJECTS 6 INCHES AND IS STAMPED CRAIG 1951.
 LJ0413'
 LJ0413'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 LJ0413'1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS 1.0 FOOT
 LJ0413'SOUTH OF A FENCE, PROJECTS 5 INCHES AND IS STAMPED CRAIG NO 1
 LJ0413'1951.
 LJ0413'
 LJ0413'REFERENCE MARK NO. 2 IS 59.0 FEET EAST OF A T FENCE CORNER AND
 LJ0413'1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0413'CRAIG NO 2 1951.
 LJ0413'
 LJ0413'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0413'NO. 2 IS 117.4 FEET.
 LJ0413'
 LJ0413'THE AZIMUTH MARK IS 45.0 FEET NORTH-NORTHWEST OF A SMALL CEDAR
 LJ0413'TREE, 27.0 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.5
 LJ0413'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 LJ0413'STAMPED CRAIG 1951.
 LJ0413'
 LJ0413'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GOTHENBURG,
 LJ0413'GO SOUTH ON STATE ROUTE NO. 47 FOR 1.7 MILES TO A CROSSROAD,
 LJ0413'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 5.5 MILES TO
 LJ0413'A SIDE ROAD LEFT.  HERE TURN LEFT AND GO SOUTH ON A GRADED ROAD
 LJ0413'FOR 3.7 MILES TO A FORK, KEEP RIGHT FORK AND GO SOUTHWEST FOR
 LJ0413'3.0 MILES TO WHERE THE MAIN TRAVELED ROAD TURNS SHARP RIGHT
 LJ0413'AND A T ROAD LEFT AT CATTLE GUARD.  TURN LEFT AND FOLLOW DIRT
 LJ0413'ROAD SOUTH AND SOUTHWEST FOR 0.9 MILE TO A DIM FORK RIGHT JUST
 LJ0413'BEFORE REACHING A WINDMILL, TURN RIGHT ON DIM TRACK ROAD AND
 LJ0413'GO NORTHWESTERLY FOR 0.7 MILE TO A CEDAR TREE ON THE LEFT
 LJ0413'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH ON TRACK
 LJ0413'ROAD FOR 0.05 MILE TO A FORK, TAKE RIGHT FORK AND GO
 LJ0413'EASTERLY FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT IN FENCE
 LJ0413'CORNER, PASS THROUGH WIRE GATE AND GO EAST ALONG THE
 LJ0413'SOUTH SIDE OF THE FENCE FOR ABOUT 125.0 FEET TO THE TOP
 LJ0413'OF THE HILL AND THE STATION AS DESCRIBED.
 LJ0413'
 LJ0413'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1180 ***********************************************************************
 ML1180  SACS        -  This is a Secondary Airport Control Station.
 ML1180  DESIGNATION -  CRAM
 ML1180  PID         -  ML1180
 ML1180  STATE/COUNTY-  NE/GARFIELD
 ML1180  COUNTRY     -  US
 ML1180  USGS QUAD   -  BURWELL (2017)
 ML1180
 ML1180                         *CURRENT SURVEY CONTROL
 ML1180  ______________________________________________________________________
 ML1180* NAD 83(2011) POSITION- 41 46 30.77673(N) 099 08 55.68001(W)   ADJUSTED
 ML1180* NAD 83(2011) ELLIP HT-   640.878 (meters)        (06/27/12)   ADJUSTED
 ML1180* NAD 83(2011) EPOCH   -  2010.00
 ML1180* NAVD 88 ORTHO HEIGHT -   664.32  (meters)     2179.5   (feet) GPS OBS
 ML1180  ______________________________________________________________________
 ML1180  NAVD 88 orthometric height was determined with an earlier geoid model
 ML1180  GEOID HEIGHT    -        -23.524 (meters)                     GEOID18
 ML1180  NAD 83(2011) X  -   -757,494.608 (meters)                     COMP
 ML1180  NAD 83(2011) Y  - -4,703,540.741 (meters)                     COMP
 ML1180  NAD 83(2011) Z  -  4,227,443.950 (meters)                     COMP
 ML1180  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 ML1180
 ML1180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML1180  Standards:
 ML1180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML1180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML1180  -------------------------------------------------------------------
 ML1180  NETWORK    0.41   0.90           0.19   0.13   0.46     -0.00707608
 ML1180  -------------------------------------------------------------------
 ML1180  Click here for local accuracies and other accuracy information.
 ML1180
 ML1180.This mark is at Cram Field Airport (BUB)
 ML1180
 ML1180.The horizontal coordinates were established by GPS observations
 ML1180.and adjusted by the National Geodetic Survey in June 2012.
 ML1180
 ML1180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML1180.been affixed to the stable North American tectonic plate. See 
 ML1180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML1180
 ML1180.The horizontal coordinates are valid at the epoch date displayed above
 ML1180.which is a decimal equivalence of Year/Month/Day.
 ML1180
 ML1180.The orthometric height was determined by GPS observations and a
 ML1180.high-resolution geoid model.
 ML1180
 ML1180.GPS derived orthometric heights for airport stations designated as
 ML1180.PACS or SACS are published to 2 decimal places.  This maintains
 ML1180.centimeter relative accuracy between the PACS and SACS.  It does
 ML1180.not indicate centimeter accuracy relative to other marks which are
 ML1180.part of the published vertical control network.
 ML1180
 ML1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1180.GEOID18 height accuracy estimate available here.
 ML1180
 ML1180.Click photographs - Photos may exist for this station.
 ML1180
 ML1180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1180
 ML1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1180
 ML1180.The ellipsoidal height was determined by GPS observations
 ML1180.and is referenced to NAD 83.
 ML1180
 ML1180. The following values were computed from the NAD 83(2011) position.
 ML1180
 ML1180;                    North         East     Units Scale Factor Converg.
 ML1180;SPC NE       -   215,947.167   570,745.694   MT  0.99966961   +0 33 50.7
 ML1180;SPC NE       -   708,486.66  1,872,521.50   sFT  0.99966961   +0 33 50.7
 ML1180;UTM  14      - 4,624,829.876   487,633.461   MT  0.99960188   -0 05 56.9
 ML1180
 ML1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1180!SPC NE       -   0.99989949  x   0.99966961  =   0.99956913
 ML1180!UTM  14      -   0.99989949  x   0.99960188  =   0.99950141
 ML1180
 ML1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8763324829(NAD 83)
 ML1180
 ML1180|---------------------------------------------------------------------|
 ML1180| PID    Reference Object                     Distance      Geod. Az  |
 ML1180|                                                           dddmmss.s |
 ML1180| AB4107 BUB A                               312.385 METERS 15339     |
 ML1180|---------------------------------------------------------------------|
 ML1180
 ML1180                          SUPERSEDED SURVEY CONTROL
 ML1180
 ML1180  NAD 83(2007)-  41 46 30.77665(N)    099 08 55.68072(W) AD(2002.00) 0
 ML1180  ELLIP H (02/10/07)  640.905  (m)                       GP(2002.00)    
 ML1180  ELLIP H (12/13/01)  640.908  (m)                       GP(       ) 4 2
 ML1180  NAD 83(1995)-  41 46 30.77645(N)    099 08 55.68036(W) AD(       ) 1
 ML1180  ELLIP H (08/21/98)  640.915  (m)                       GP(       ) 4 2
 ML1180  NAD 83(1995)-  41 46 30.77501(N)    099 08 55.68340(W) AD(       ) 1
 ML1180  ELLIP H (08/18/97)  641.009  (m)                       GP(       ) 4 1
 ML1180  NAD 83(1986)-  41 46 30.78267(N)    099 08 55.68872(W) AD(       ) 1
 ML1180  NGVD 29 (02/23/90)  664.18   (m)  RAPSU86  model used  GPS OBS        
 ML1180
 ML1180.Superseded values are not recommended for survey control.
 ML1180
 ML1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1180.See file dsdata.pdf to determine how the superseded data were derived.
 ML1180
 ML1180_MARKER: I = METAL ROD
 ML1180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1180_STAMPING: CRAM 1989
 ML1180_MARK LOGO: NGS
 ML1180_PROJECTION: FLUSH
 ML1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1180+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 ML1180_ROD/PIPE-DEPTH: 20.8 meters
 ML1180_SLEEVE-DEPTH  : 0.95 meters
 ML1180
 ML1180  HISTORY     - Date     Condition        Report By
 ML1180  HISTORY     - 1989     MONUMENTED       NGS
 ML1180  HISTORY     - 19890615 GOOD             NGS
 ML1180  HISTORY     - 19950711 GOOD             NGS
 ML1180  HISTORY     - 19970603 GOOD             NGS
 ML1180  HISTORY     - 20101001 GOOD             INDIV
 ML1180  HISTORY     - 20121113 GOOD             GCT
 ML1180
 ML1180                          STATION DESCRIPTION
 ML1180
 ML1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1180'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF BURWELL, AT THE
 ML1180'BURWELL/CRAM FIELD, NEAR THE JUNCTION OF A TAXIWAY AND RUNWAY 15-33.
 ML1180'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BURWELL, NE 68823.  FOR
 ML1180'PERMISSION CONTACT HOWARD HOLMNQUIST OF THE AIRPORT AUTHORITY,
 ML1180'TELEPHONE IS 308-346-4747.
 ML1180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND 91, AT
 ML1180'THE SOUTHEAST CORNER OF BURWELL, GO WEST ALONG STATE HIGHWAY1 FOR 1.6
 ML1180'KM (1.00 MI) TO 13TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH
 ML1180'ALONG 13TH AVENUE FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON
 ML1180'THE LEFT.  TURN LEFT AND GO WEST ALONG THE ENTRANCE ROAD FOR 0.24 KM
 ML1180'(0.15 MI), THEN TURN RIGHT AND GO NORTH TO AN OPEN GAP IN A FENCELINE
 ML1180'AT AN AIRPORT BEACON.  PASS THROUGH THE GAP, THEN TURN LEFT AND GO
 ML1180'WEST TO AN APRON, THEN PROCEED SOUTHWEST ACROSS THE APRON TO A
 ML1180'TAXIWAY, THEN PROCEED WEST-SOUTHWEST ALONG THE TAXIWAY TO ITS JUNCTION
 ML1180'WITH THE RUNWAY AND THE STATION ON THE RIGHT.
 ML1180'THE STATION MARK IS SET 17.8 M (58.4 FT) NORTH-NORTHWEST OF THE
 ML1180'CENTERLINE OF THE TAXIWAY, 14.3 M (46.9 FT) EAST-NORTHEAST OF THE
 ML1180'CENTERLINE OF THE RUNWAY AND 6.0 M (19.7 FT) EAST-SOUTHEAST OF A BLUE
 ML1180'TAXIWAY LIGHT.
 ML1180'DESCRIBED BY E.A.RICE.
 ML1180'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ML1180
 ML1180                          STATION RECOVERY (1989)
 ML1180
 ML1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1180'THE STATION IS LOCATED AT CRAM FIELD WEST OF THE TERMINAL BUILDING. IT
 ML1180'IS 57.8 FT (17.6 M) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY LEADING
 ML1180'FROM THE RAMP TO THE RUNWAY, 46.7 FT (14.2 M) NORTHEAST OF THE
 ML1180'CENTERLINE OF THE RUNWAY AND 41.9 FT (12.8 M) SOUTHEAST OF A RUNWAY
 ML1180'LIGHT WHICH IS NEXT TO TWO TAXIWAY LIGHTS.  THE STATION IS A STAINLESS
 ML1180'STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM OF THE COVER IS
 ML1180'STAMPED CRAM 1989.  NOTE, METER-1 PVC SLEEVE AROUND ROD FOR HORIZONTAL
 ML1180'(NOT VERTICAL) STABILITY.
 ML1180
 ML1180                          STATION RECOVERY (1995)
 ML1180
 ML1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1180'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1180'(1.6 KM) SOUTHWEST OF BURWELL, AT THE BURWELL/CRAM FIELD NEAR THE
 ML1180'JUNCTION OF THE RUNWAY AND A CONNECTOR TAXIWAY.  OWNERSHIP--BURWELL
 ML1180'AIRPORT AUTHORITY, BOX 577, BURWELL NE 68823.  AIRPORT MANAGER IS PAUL
 ML1180'PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO REACH THE STATION FROM
 ML1180'THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF
 ML1180'BURWELL), GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO AN
 ML1180'INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR 0.35 MI (0.56
 ML1180'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 ML1180'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT LOUNGE BUILDING
 ML1180'AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR 0.05 MI (0.08 KM)
 ML1180'TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST ON A TAXIWAY
 ML1180'FOR 0.05 MI (0.08 KM) TO AN APRON, TURN LEFT AND GO SOUTHWEST ACROSS
 ML1180'THE APRON FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY RIGHT AND THE
 ML1180'STATION ON THE RIGHT.  THE STATION IS 58.4 FT (17.8 M) NORTH-NORTHWEST
 ML1180'OF THE TAXIWAY CENTER, 46.9 FT (14.3 M) EAST-NORTHEAST OF THE RUNWAY
 ML1180'CENTER, 42.0 FT (12.8 M) SOUTHEAST OF A RUNWAY LIGHT (NEXT TO A PAIR
 ML1180'OF TAXIWAY LIGHTS) AND 11.7 FT (3.6 M) NORTH-NORTHWEST OF A TAXIWAY
 ML1180'LIGHT.  THIS STATION TO BE USED AS SACS.
 ML1180
 ML1180                          STATION RECOVERY (1997)
 ML1180
 ML1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1180'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1180'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 ML1180'JUNCTION OF THE RUNWAY AND A CONNECTOR TAXIWAY.  OWNERSHIP--BURWELL
 ML1180'AIRPORT AUTHORITY, BOX 577, BURWELL, NE 68823.  AIRPORT MANAGER IS
 ML1180'PAUL PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO REACH THE STATION
 ML1180'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF
 ML1180'BURWELL) , GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO A
 ML1180'INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR 0.35 MI (0.56
 ML1180'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 ML1180'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT LOUNGE BUILDING
 ML1180'AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR 0.05 MI (0.08 KM)
 ML1180'TO A GATE AHEAD , PASS THROUGH GATE, TURN LEFT AND GO WEST ON A
 ML1180'TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND GO SOUTHWEST
 ML1180'ACROSS THE APRON FOR O.05 MI TO A CONNECTOR TAXIWAY RIGHT AND THE
 ML1180'STATION ON THE RIGHT.  THE STATION IS 58.4 FT (17.8 M) NORTH NORTHWEST
 ML1180'OF THE TAXIWAY CENTER, 46.9 FT (14.3 M) EAST NORTHEAST OF THE RUNWAY
 ML1180'CENTER, 42.0 FT (12.8 M) SOUTHEAST OF A RUNWAY LIGHT (NEXT TO A PAIR
 ML1180'OF TAXIWAY LIGHTS) AND 11.7 FT (3.6 M) NORTH NORTHWEST OF A TAXIWAY
 ML1180'LIGHT.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR
 ML1180'THIS AIRPORT.
 ML1180
 ML1180                          STATION RECOVERY (2010)
 ML1180
 ML1180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NJ)
 ML1180'RECOVERED IN GOOD CONDITION.
 ML1180
 ML1180                          STATION RECOVERY (2012)
 ML1180
 ML1180'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 ML1180'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1183 ***********************************************************************
 ML1183  SACS        -  This is a Secondary Airport Control Station.
 ML1183  DESIGNATION -  CRAM AZ MK
 ML1183  PID         -  ML1183
 ML1183  STATE/COUNTY-  NE/GARFIELD
 ML1183  COUNTRY     -  US
 ML1183  USGS QUAD   -  BURWELL (2017)
 ML1183
 ML1183                         *CURRENT SURVEY CONTROL
 ML1183  ______________________________________________________________________
 ML1183* NAD 83(2011) POSITION- 41 46 50.70858(N) 099 09 05.81534(W)   ADJUSTED
 ML1183* NAD 83(2011) ELLIP HT-   638.122 (meters)        (06/27/12)   ADJUSTED
 ML1183* NAD 83(2011) EPOCH   -  2010.00
 ML1183* NAVD 88 ORTHO HEIGHT -   661.56  (meters)     2170.5   (feet) GPS OBS
 ML1183  ______________________________________________________________________
 ML1183  NAVD 88 orthometric height was determined with an earlier geoid model
 ML1183  GEOID HEIGHT    -        -23.518 (meters)                     GEOID18
 ML1183  NAD 83(2011) X  -   -757,660.231 (meters)                     COMP
 ML1183  NAD 83(2011) Y  - -4,703,096.954 (meters)                     COMP
 ML1183  NAD 83(2011) Z  -  4,227,900.746 (meters)                     COMP
 ML1183  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 ML1183
 ML1183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML1183  Standards:
 ML1183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML1183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML1183  -------------------------------------------------------------------
 ML1183  NETWORK    0.41   0.90           0.19   0.14   0.46      0.01180810
 ML1183  -------------------------------------------------------------------
 ML1183  Click here for local accuracies and other accuracy information.
 ML1183
 ML1183.This mark is at Cram Field Airport (BUB)
 ML1183
 ML1183.The horizontal coordinates were established by GPS observations
 ML1183.and adjusted by the National Geodetic Survey in June 2012.
 ML1183
 ML1183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML1183.been affixed to the stable North American tectonic plate. See 
 ML1183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML1183
 ML1183.The horizontal coordinates are valid at the epoch date displayed above
 ML1183.which is a decimal equivalence of Year/Month/Day.
 ML1183
 ML1183.The orthometric height was determined by GPS observations and a
 ML1183.high-resolution geoid model.
 ML1183
 ML1183.GPS derived orthometric heights for airport stations designated as
 ML1183.PACS or SACS are published to 2 decimal places.  This maintains
 ML1183.centimeter relative accuracy between the PACS and SACS.  It does
 ML1183.not indicate centimeter accuracy relative to other marks which are
 ML1183.part of the published vertical control network.
 ML1183
 ML1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1183.GEOID18 height accuracy estimate available here.
 ML1183
 ML1183.Click photographs - Photos may exist for this station.
 ML1183
 ML1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1183
 ML1183.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1183
 ML1183.The ellipsoidal height was determined by GPS observations
 ML1183.and is referenced to NAD 83.
 ML1183
 ML1183. The following values were computed from the NAD 83(2011) position.
 ML1183
 ML1183;                    North         East     Units Scale Factor Converg.
 ML1183;SPC NE       -   216,559.582   570,505.676   MT  0.99967007   +0 33 44.0
 ML1183;SPC NE       -   710,495.90  1,871,734.04   sFT  0.99967007   +0 33 44.0
 ML1183;UTM  14      - 4,625,444.987   487,400.564   MT  0.99960195   -0 06 03.7
 ML1183
 ML1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1183!SPC NE       -   0.99989992  x   0.99967007  =   0.99957003
 ML1183!UTM  14      -   0.99989992  x   0.99960195  =   0.99950191
 ML1183
 ML1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8740025444(NAD 83)
 ML1183
 ML1183                          SUPERSEDED SURVEY CONTROL
 ML1183
 ML1183  NAD 83(2007)-  41 46 50.70849(N)    099 09 05.81604(W) AD(2002.00) 0
 ML1183  ELLIP H (02/10/07)  638.149  (m)                       GP(2002.00)    
 ML1183  ELLIP H (12/13/01)  638.152  (m)                       GP(       ) 4 2
 ML1183  NAD 83(1995)-  41 46 50.70830(N)    099 09 05.81568(W) AD(       ) 1
 ML1183  ELLIP H (08/21/98)  638.159  (m)                       GP(       ) 4 2
 ML1183  NAD 83(1995)-  41 46 50.70672(N)    099 09 05.81877(W) AD(       ) 3
 ML1183  ELLIP H (08/18/97)  638.253  (m)                       GP(       ) 4 1
 ML1183  NAD 83(1986)-  41 46 50.71437(N)    099 09 05.82411(W) AD(       ) 3
 ML1183  NGVD 29 (02/23/90)  661.41   (m)  RAPSU86  model used  GPS OBS        
 ML1183
 ML1183.Superseded values are not recommended for survey control.
 ML1183
 ML1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1183.See file dsdata.pdf to determine how the superseded data were derived.
 ML1183
 ML1183_MARKER: I = METAL ROD
 ML1183_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1183_STAMPING: CRAM AZ MK 1989
 ML1183_MARK LOGO: NGS
 ML1183_PROJECTION: FLUSH
 ML1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1183+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2010
 ML1183_ROD/PIPE-DEPTH: 20.5 meters
 ML1183_SLEEVE-DEPTH  : 0.95 meters
 ML1183
 ML1183  HISTORY     - Date     Condition        Report By
 ML1183  HISTORY     - 1989     MONUMENTED       NGS
 ML1183  HISTORY     - 19890615 GOOD             NGS
 ML1183  HISTORY     - 19950711 GOOD             NGS
 ML1183  HISTORY     - 19970603 GOOD             NGS
 ML1183  HISTORY     - 20101001 GOOD             INDIV
 ML1183
 ML1183                          STATION DESCRIPTION
 ML1183
 ML1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1183'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF BURWELL, AT THE
 ML1183'BURWELL/CRAM FIELD, NEAR THE JUNCTION OF A TAXIWAY AND RUNWAY END 15.
 ML1183'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BURWELL, NE 68823.  FOR
 ML1183'PERMISSION CONTACT HOWARD HOLMNQUIST OF THE AIRPORT AUTHORITY,
 ML1183'TELEPHONE IS 308-346-4747.
 ML1183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND 91, AT
 ML1183'THE SOUTHEAST CORNER OF BURWELL, GO WEST ALONG STATE HIGHWAY FOR 1.6
 ML1183'KM (1.00 MI) TO 13TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH
 ML1183'ALONG 13TH AVENUE FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON
 ML1183'THE LEFT.  TURN LEFT AND GO WEST ALONG THE ENTRANCE ROAD FOR 0.24 KM
 ML1183'(0.15 MI), THEN TURN RIGHT AND GO NORTH TO AN OPEN GAP IN A FENCELINE
 ML1183'AT AN AIRPORT BEACON.  PASS THROUGH THE GAP, THEN TURN LEFT AND GO
 ML1183'WEST TO AN APRON, THEN PROCEED SOUTHWEST ACROSS THE APRON TO A
 ML1183'TAXIWAY, THEN PROCEED WEST-SOUTHWEST ALONG THE TAXIWAY TO ITS JUNCTION
 ML1183'WITH RUNWAY 15-33.  TURN RIGHT AND GO NORTHWEST, KEEPING EAST OF THE
 ML1183'RUNWAY, TO THE JUNCTION OF RUNWAY END 15 AND THE TAXIWAY AND THE
 ML1183'STATION SOUTHEAST OF THE JUNCTION.
 ML1183'THE STATION MARK IS SET 17.6 M (57.7 FT) SOUTHEAST OF THE MOST EAST 1
 ML1183'OF 3 BLUE RUNWAY END LIGHTS, 15.9 M (52.2 FT) EAST-NORTHEAST OF THE
 ML1183'THE CENTERLINE OF THE RUNWAY AND 4.1 M (13.5 FT) SOUTHEAST OF THE
 ML1183'SOUTHEAST EDGE OF THE TAXIWAY.
 ML1183'DESCRIBED BY E.A.RICE.
 ML1183'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ML1183
 ML1183                          STATION RECOVERY (1989)
 ML1183
 ML1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1183'THE STATION IS LOCATED AT CRAM FIELD SOUTHEAST OF RUNWAY END 15.  IT
 ML1183'IS 68.4 FT (20.8 M) SOUTHEAST OF THE RUNWAY END, 51.9 FT (15.8 M)
 ML1183'NORTHEAST OF THE CENTERLINE OF THE RUNWAY AND 11.4 FT (3.5 M)
 ML1183'SOUTHEAST OF THE INSIDE OF THE CURVE OF THE PAVING OF THE TAXIWAY
 ML1183'LEADING TO THE RUNWAY.  THE STATION IS A STAINLESS STEEL ROD SET IN A
 ML1183'PVC PIPE WITH A COVER.  THE RIM OF THE COVER IS STAMPED CRAM AZ MK
 ML1183'1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 ML1183'VERTICAL) STABILITY.
 ML1183
 ML1183                          STATION RECOVERY (1995)
 ML1183
 ML1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1183'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1183'(1.6 KM) SOUTHWEST OF BURWELL, AT THE BURWELL/CRAM FIELD, NEAR THE
 ML1183'APPROACH END OF RUNWAY 15.  OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX
 ML1183'577, BURWELL NE 68823.  AIRPORT MANAGER IS PAUL PLOCK, PHONE (308)
 ML1183'346-5611 OR 346-4661.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ML1183'HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF BURWELL), GO WEST ON STATE
 ML1183'HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 ML1183'NORTH ON 13TH AVENUE FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN
 ML1183'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO
 ML1183'A SMALL PILOT LOUNGE BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A
 ML1183'PAVED LANE FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE,
 ML1183'TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO AN APRON,
 ML1183'TURN LEFT AND GO SOUTHWEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 ML1183'CONNECTOR TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE CONNECTOR
 ML1183'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO
 ML1183'NORTH-NORTHWEST OF THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE RUNWAY END
 ML1183'AND THE STATION ON THE RIGHT.  THE STATION IS 76.1 FT (23.2 M) NORTH
 ML1183'OF THE FIRST RUNWAY LIGHT, 55.2 FT (16.8 M) SOUTHEAST OF THE MOST
 ML1183'EASTERLY OF 8 THRESHOLD LIGHTS, 52.4 FT (16.0 M) EAST-NORTHEAST OF THE
 ML1183'RUNWAY CENTER AND 30.0 FT (9.1 M) SOUTH-SOUTHEAST OF THE TURNAROUND
 ML1183'TAXIWAY CENTER.  THIS STATION TO BE USED AS SACS.
 ML1183
 ML1183                          STATION RECOVERY (1997)
 ML1183
 ML1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1183'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1183'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 ML1183'APPROACH END OF RUNWAY 15.  OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX
 ML1183'577, BURWELL, NE 68823.  AIRPORT MANAGER IS PAUL PLOCK, PHONE (308)
 ML1183'346-5611 OR 346-4661.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ML1183'HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF BURWELL) , GO WEST ON STATE
 ML1183'HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO A INTERSECTION, TURN RIGHT AND GO
 ML1183'NORTH ON 13TH AVENUE FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN
 ML1183'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO
 ML1183'A SMALL PILOT LOUNGE BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A
 ML1183'PAVED LANE FOR 0.05 MI (0.08 KM) TO A GATE AHEAD , PASS THROUGH GATE,
 ML1183'TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON,
 ML1183'TURN LEFT AND GO SOUTHWEST ACROSS THE APRON FOR O.05 MI TO A CONNECTOR
 ML1183'TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE CONNECTOR TAXIWAY FOR
 ML1183'0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTH NORTHWEST OF
 ML1183'THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE RUNWAY END AND THE STATION ON
 ML1183'THE RIGHT.  THE STATION IS 76.1 FT (23.2 M) NORTH OF THE FIRST RUNWAY
 ML1183'LIGHT, 55.2 FT (16.8 M) SOUTHEAST OF THE MOST EASTERLY OF 8 THREASHOLD
 ML1183'LIGHTS, 52.4 FT (16.0 M) EAST NORTHEAST OF THE RUNWAY CENTER AND 30.0
 ML1183'FT (9.1 M) SOUTH SOUTHEAST OF THE TURNAROUND TAXIWAY CENTER.  THIS
 ML1183'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 ML1183'AIRPORT.
 ML1183
 ML1183                          STATION RECOVERY (2010)
 ML1183
 ML1183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NJ)
 ML1183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0702 ***********************************************************************
 NP0702  DESIGNATION -  CRAWFORD PUBLIC SCHOOL STACK
 NP0702  PID         -  NP0702
 NP0702  STATE/COUNTY-  NE/DAWES
 NP0702  COUNTRY     -  US
 NP0702  USGS QUAD   -  CRAWFORD (2017)
 NP0702
 NP0702                         *CURRENT SURVEY CONTROL
 NP0702  ______________________________________________________________________
 NP0702* NAD 83(1995) POSITION- 42 40 49.93603(N) 103 24 24.62032(W)   ADJUSTED
 NP0702  ______________________________________________________________________
 NP0702  GEOID HEIGHT    -        -17.576 (meters)                     GEOID18
 NP0702  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 NP0702  HORZ ORDER      -  THIRD
 NP0702
 NP0702.The horizontal coordinates were established by classical geodetic methods
 NP0702.and adjusted by the National Geodetic Survey in August 1997.
 NP0702
 NP0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0702.GEOID18 height accuracy estimate available here.
 NP0702
 NP0702.Click photographs - Photos may exist for this station.
 NP0702
 NP0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0702
 NP0702. The following values were computed from the NAD 83(1995) position.
 NP0702
 NP0702;                    North         East     Units Scale Factor Converg.
 NP0702;SPC NE       -   321,634.756   220,876.976   MT  0.99986923   -2 15 27.7
 NP0702;SPC NE       - 1,055,230.03    724,660.55   sFT  0.99986923   -2 15 27.7
 NP0702;UTM  13      - 4,726,570.440   630,528.034   MT  0.99980961   +1 04 48.6
 NP0702
 NP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3052826570(NAD 83)
 NP0702
 NP0702                          SUPERSEDED SURVEY CONTROL
 NP0702
 NP0702  NAD 83(1993)-  42 40 49.93724(N)    103 24 24.62109(W) AD(       ) 3
 NP0702  NAD 83(1986)-  42 40 49.91977(N)    103 24 24.59850(W) AD(       ) 3
 NP0702  NAD 27      -  42 40 50.01900(N)    103 24 22.89800(W) AD(       ) 3
 NP0702
 NP0702.Superseded values are not recommended for survey control.
 NP0702
 NP0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0702.See file dsdata.pdf to determine how the superseded data were derived.
 NP0702
 NP0702_MARKER: 63 = STACK
 NP0702
 NP0702  HISTORY     - Date     Condition        Report By
 NP0702  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0702  HISTORY     - 1958     GOOD             CGS
 NP0702  HISTORY     - 20071025 GOOD             GEOCAC
 NP0702  HISTORY     - 20180719 GOOD             NGS
 NP0702
 NP0702                          STATION DESCRIPTION
 NP0702
 NP0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0702'THIS INTERSECTION STATION IS LOCATED ON THE SE EDGE OF CRAWFORD,
 NP0702'73 YARDS N OF FIFTH STREET AND 85 YARDS E OF COATES STREET
 NP0702'ON THE SW CORNER OF THE POWER PLANT AND GYMNASIUM BUILDING.
 NP0702'IT IS CONSTRUCTED OF RED BRICK AND IS ABOUT 50 FEET HIGH OVER
 NP0702'ALL.
 NP0702'
 NP0702'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE STACK.
 NP0702
 NP0702                          STATION RECOVERY (1958)
 NP0702
 NP0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0702'INTERSECTION STATION RECOVERED AS DESCRIBED, BUILDING WAS
 NP0702'ERRECTED IN 1930.
 NP0702
 NP0702                          STATION RECOVERY (2007)
 NP0702
 NP0702'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NP0702'RECOVERED IN GOOD CONDITION.
 NP0702
 NP0702                          STATION RECOVERY (2018)
 NP0702
 NP0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0702'THE STACK IS AT PRESENT AT THE SOUTHWEST CORNER OF THE BUILDING, BUT
 NP0702'THERE IS NO OBVIOUS CENTERLINE.  BENCH MARK A 416 IS AT THE NORTHWEST
 NP0702'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0703 ***********************************************************************
 NP0703  DESIGNATION -  CRAWFORD W PUB SERVICE CO STK
 NP0703  PID         -  NP0703
 NP0703  STATE/COUNTY-  NE/DAWES
 NP0703  COUNTRY     -  US
 NP0703  USGS QUAD   -  CRAWFORD (2017)
 NP0703
 NP0703                         *CURRENT SURVEY CONTROL
 NP0703  ______________________________________________________________________
 NP0703* NAD 83(1995) POSITION- 42 41 45.78393(N) 103 24 33.93906(W)   ADJUSTED
 NP0703  ______________________________________________________________________
 NP0703  GEOID HEIGHT    -        -17.550 (meters)                     GEOID18
 NP0703  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 NP0703  HORZ ORDER      -  THIRD
 NP0703
 NP0703.The horizontal coordinates were established by classical geodetic methods
 NP0703.and adjusted by the National Geodetic Survey in August 1997.
 NP0703
 NP0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0703.GEOID18 height accuracy estimate available here.
 NP0703
 NP0703.Click photographs - Photos may exist for this station.
 NP0703
 NP0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0703
 NP0703. The following values were computed from the NAD 83(1995) position.
 NP0703
 NP0703;                    North         East     Units Scale Factor Converg.
 NP0703;SPC NE       -   323,364.878   220,732.938   MT  0.99987485   -2 15 33.9
 NP0703;SPC NE       - 1,060,906.27    724,187.98   sFT  0.99987485   -2 15 33.9
 NP0703;UTM  13      - 4,728,289.132   630,283.517   MT  0.99980883   +1 04 43.4
 NP0703
 NP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3028328289(NAD 83)
 NP0703
 NP0703                          SUPERSEDED SURVEY CONTROL
 NP0703
 NP0703  NAD 83(1993)-  42 41 45.78289(N)    103 24 33.94009(W) AD(       ) 3
 NP0703  NAD 83(1986)-  42 41 45.76496(N)    103 24 33.91818(W) AD(       ) 3
 NP0703  NAD 27      -  42 41 45.87000(N)    103 24 32.21000(W) AD(       ) 3
 NP0703
 NP0703.Superseded values are not recommended for survey control.
 NP0703
 NP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0703.See file dsdata.pdf to determine how the superseded data were derived.
 NP0703
 NP0703_MARKER: 63 = STACK
 NP0703
 NP0703  HISTORY     - Date     Condition        Report By
 NP0703  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0703  HISTORY     - 1958     MARK NOT FOUND   CGS
 NP0703
 NP0703                          STATION DESCRIPTION
 NP0703
 NP0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0703'NO DEFINITE INFORMATION COULD BE OBTAINED LOCALLY REGARDING
 NP0703'THIS STACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1273 ***********************************************************************
 MJ1273  DESIGNATION -  CREIGHTON UNIV C OF STK
 MJ1273  PID         -  MJ1273
 MJ1273  STATE/COUNTY-  NE/DOUGLAS
 MJ1273  COUNTRY     -  US
 MJ1273  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1273
 MJ1273                         *CURRENT SURVEY CONTROL
 MJ1273  ______________________________________________________________________
 MJ1273* NAD 83(1995) POSITION- 41 16 00.23283(N) 095 56 53.92806(W)   ADJUSTED
 MJ1273  ______________________________________________________________________
 MJ1273  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 MJ1273  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 MJ1273  HORZ ORDER      -  THIRD
 MJ1273
 MJ1273.The horizontal coordinates were established by classical geodetic methods
 MJ1273.and adjusted by the National Geodetic Survey in August 1997.
 MJ1273
 MJ1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1273.GEOID18 height accuracy estimate available here.
 MJ1273
 MJ1273.Click photographs - Photos may exist for this station.
 MJ1273
 MJ1273.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1273
 MJ1273. The following values were computed from the NAD 83(1995) position.
 MJ1273
 MJ1273;                    North         East     Units Scale Factor Converg.
 MJ1273;SPC NE       -   167,094.822   839,274.273   MT  0.99966726   +2 41 06.1
 MJ1273;SPC NE       -   548,210.26  2,753,519.01   sFT  0.99966726   +2 41 06.1
 MJ1273;UTM  15      - 4,572,560.491   253,030.276   MT  1.00035072   -1 56 44.1
 MJ1273;UTM  14      - 4,572,859.846   755,629.995   MT  1.00040430   +2 00 49.9
 MJ1273
 MJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5303072560(NAD 83)
 MJ1273
 MJ1273                          SUPERSEDED SURVEY CONTROL
 MJ1273
 MJ1273  NAD 83(1986)-  41 16 00.24154(N)    095 56 53.92809(W) AD(       ) 3
 MJ1273  NAD 27      -  41 16 00.24700(N)    095 56 52.87700(W) AD(       ) 3
 MJ1273
 MJ1273.Superseded values are not recommended for survey control.
 MJ1273
 MJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1273.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1273
 MJ1273_MARKER: 63 = STACK
 MJ1273
 MJ1273  HISTORY     - Date     Condition        Report By
 MJ1273  HISTORY     - 1945     FIRST OBSERVED   CGS
 MJ1273  HISTORY     - 1945     GOOD             CGS
 MJ1273
 MJ1273                          STATION DESCRIPTION
 MJ1273
 MJ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1273'CONCRETE STACK OF THE HEATING PLANT OF CREIGHTON UNIVERSITY.
 MJ1273'IT IS JUST E OF THE NE CORNER OF CONCRETE STANDS OF THE UNIVERSITY
 MJ1273'STADIUM.  FROM THE 1942 RECOVERY, IT IS 40 FEET S OF THE S CURB
 MJ1273'OF BURT STREET AND 333 FEET W OF THE W CURB OF TWENTY-FOURTH
 MJ1273'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0411 ***********************************************************************
 MN0411  DESIGNATION -  CRESCENT LAKE NORTH LOT
 MN0411  PID         -  MN0411
 MN0411  STATE/COUNTY-  NE/GARDEN
 MN0411  COUNTRY     -  US
 MN0411  USGS QUAD   -  MUMPER (2017)
 MN0411
 MN0411                         *CURRENT SURVEY CONTROL
 MN0411  ______________________________________________________________________
 MN0411* NAD 83(1995) POSITION- 41 45 21.63517(N) 102 24 12.07109(W)   ADJUSTED
 MN0411  ______________________________________________________________________
 MN0411  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 MN0411  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 MN0411  HORZ ORDER      -  THIRD
 MN0411
 MN0411.The horizontal coordinates were established by classical geodetic methods
 MN0411.and adjusted by the National Geodetic Survey in August 1997.
 MN0411
 MN0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0411.GEOID18 height accuracy estimate available here.
 MN0411
 MN0411.Click photographs - Photos may exist for this station.
 MN0411
 MN0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0411
 MN0411. The following values were computed from the NAD 83(1995) position.
 MN0411
 MN0411;                    North         East     Units Scale Factor Converg.
 MN0411;SPC NE       -   216,243.420   300,213.601   MT  0.99966810   -1 35 33.7
 MN0411;SPC NE       -   709,458.62    984,950.79   sFT  0.99966810   -1 35 33.7
 MN0411;UTM  13      - 4,625,945.748   715,876.145   MT  1.00017351   +1 43 47.7
 MN0411
 MN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1587625945(NAD 83)
 MN0411
 MN0411                          SUPERSEDED SURVEY CONTROL
 MN0411
 MN0411  NAD 83(1993)-  41 45 21.63332(N)    102 24 12.07218(W) AD(       ) 3
 MN0411  NAD 83(1986)-  41 45 21.63393(N)    102 24 12.07599(W) AD(       ) 3
 MN0411  NAD 27      -  41 45 21.70600(N)    102 24 10.37600(W) AD(       ) 3
 MN0411
 MN0411.Superseded values are not recommended for survey control.
 MN0411
 MN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0411.See file dsdata.pdf to determine how the superseded data were derived.
 MN0411
 MN0411_MARKER: 57 = LOOKOUT TOWER
 MN0411
 MN0411  HISTORY     - Date     Condition        Report By
 MN0411  HISTORY     - 1946     FIRST OBSERVED   CGS
 MN0411  HISTORY     - 1973     GOOD             NGS
 MN0411
 MN0411                          STATION DESCRIPTION
 MN0411
 MN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0411'LOCATED ABOUT 25 MILES NORTH OF OSHKOSH AND ABOUT 2 MILES
 MN0411'NORTH OF THE SOUTH EDGE OF THE CRESCENT LAKE NATIONAL WILDLIFE
 MN0411'REFUGE.
 MN0411'
 MN0411'IT IS A STANDARD STEEL-CONSTRUCTED LOOKOUT TOWER, 100 FEET HIGH,
 MN0411'WITH A GLASS-ENCLOSED CROWS NEST AT THE TOP AND A STAIRWAY
 MN0411'IN THE CENTER OF THE STRUCTURE.  POINT OBSERVED WAS THE APEX
 MN0411'OF THE ROOF.
 MN0411
 MN0411                          STATION RECOVERY (1973)
 MN0411
 MN0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0411'THE CRESCENT LAKE LOOKOUT TOWER (NORTH) WAS VISITED AND
 MN0411'RECOVERED AS DESCRIBED IN 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0408 ***********************************************************************
 MN0408  DESIGNATION -  CRESCENT LAKE SOUTH LOT
 MN0408  PID         -  MN0408
 MN0408  STATE/COUNTY-  NE/GARDEN
 MN0408  COUNTRY     -  US
 MN0408  USGS QUAD   -  CRESCENT LAKE (2017)
 MN0408
 MN0408                         *CURRENT SURVEY CONTROL
 MN0408  ______________________________________________________________________
 MN0408* NAD 83(1995) POSITION- 41 43 42.94006(N) 102 25 11.90310(W)   ADJUSTED
 MN0408  ______________________________________________________________________
 MN0408  GEOID HEIGHT    -        -19.519 (meters)                     GEOID18
 MN0408  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 MN0408  HORZ ORDER      -  THIRD
 MN0408
 MN0408.The horizontal coordinates were established by classical geodetic methods
 MN0408.and adjusted by the National Geodetic Survey in August 1997.
 MN0408
 MN0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0408.GEOID18 height accuracy estimate available here.
 MN0408
 MN0408.Click photographs - Photos may exist for this station.
 MN0408
 MN0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0408
 MN0408. The following values were computed from the NAD 83(1995) position.
 MN0408
 MN0408;                    North         East     Units Scale Factor Converg.
 MN0408;SPC NE       -   213,239.193   298,747.181   MT  0.99966613   -1 36 13.4
 MN0408;SPC NE       -   699,602.25    980,139.71   sFT  0.99966613   -1 36 13.4
 MN0408;UTM  13      - 4,622,860.039   714,585.634   MT  1.00016667   +1 43 04.5
 MN0408
 MN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1458522860(NAD 83)
 MN0408
 MN0408                          SUPERSEDED SURVEY CONTROL
 MN0408
 MN0408  NAD 83(1986)-  41 43 42.93993(N)    102 25 11.90813(W) AD(       ) 3
 MN0408  NAD 27      -  41 43 43.01317(N)    102 25 10.20599(W) AD(       ) 3
 MN0408
 MN0408.Superseded values are not recommended for survey control.
 MN0408
 MN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0408.See file dsdata.pdf to determine how the superseded data were derived.
 MN0408
 MN0408_MARKER: 57 = LOOKOUT TOWER
 MN0408
 MN0408  HISTORY     - Date     Condition        Report By
 MN0408  HISTORY     - 1946     FIRST OBSERVED   CGS
 MN0408  HISTORY     - 1973     GOOD             NGS
 MN0408
 MN0408                          STATION DESCRIPTION
 MN0408
 MN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0408'LOCATED ABOUT 23 MILES NORTH OF OSHKOSH NEAR THE SOUTH EDGE
 MN0408'OF THE CRESCENT LAKE NATIONAL WILDLIFE REFUGE.
 MN0408'
 MN0408'IT IS A STANDARD STEEL CONSTRUCTED LOOKOUT TOWER, 100 FEET
 MN0408'HIGH, WITH A GLASS ENCLOSED CROWS-NEST AT THE TOP AND A
 MN0408'STAIRWAY IN THE CENTER OF THE STRUCTURE.  POINT OBSERVED
 MN0408'WAS THE CENTER OF THE BASE.
 MN0408
 MN0408                          STATION RECOVERY (1973)
 MN0408
 MN0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0408'THE CRESCENT LAKE LOOKOUT TOWER (SOUTH) WAS VISITED AND
 MN0408'RECOVERED AS DESCRIBED IN 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0409 ***********************************************************************
 MN0409  CBN         -  This is a Cooperative Base Network Control Station.
 MN0409  DESIGNATION -  CRESCENT RESET
 MN0409  PID         -  MN0409
 MN0409  STATE/COUNTY-  NE/GARDEN
 MN0409  COUNTRY     -  US
 MN0409  USGS QUAD   -  CRESCENT LAKE (2017)
 MN0409
 MN0409                         *CURRENT SURVEY CONTROL
 MN0409  ______________________________________________________________________
 MN0409* NAD 83(2011) POSITION- 41 43 41.73509(N) 102 25 10.75818(W)   ADJUSTED
 MN0409* NAD 83(2011) ELLIP HT-  1194.936 (meters)        (06/27/12)   ADJUSTED
 MN0409* NAD 83(2011) EPOCH   -  2010.00
 MN0409* NAVD 88 ORTHO HEIGHT -  1214.5   (meters)     3985.    (feet) GPS OBS
 MN0409  ______________________________________________________________________
 MN0409  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MN0409  GEOID HEIGHT    -        -19.105 (meters)                     GEOID93
 MN0409  GEOID HEIGHT    -        -19.520 (meters)                     GEOID18
 MN0409  NAD 83(2011) X  - -1,025,462.656 (meters)                     COMP
 MN0409  NAD 83(2011) Y  - -4,656,454.577 (meters)                     COMP
 MN0409  NAD 83(2011) Z  -  4,223,921.507 (meters)                     COMP
 MN0409  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 MN0409
 MN0409  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0409  Standards:
 MN0409         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0409            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0409  -------------------------------------------------------------------
 MN0409  NETWORK    0.41   1.10           0.19   0.13   0.56     -0.01604089
 MN0409  -------------------------------------------------------------------
 MN0409  Click here for local accuracies and other accuracy information.
 MN0409
 MN0409.The horizontal coordinates were established by GPS observations
 MN0409.and adjusted by the National Geodetic Survey in June 2012.
 MN0409
 MN0409.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0409.been affixed to the stable North American tectonic plate. See 
 MN0409.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0409
 MN0409.The horizontal coordinates are valid at the epoch date displayed above
 MN0409.which is a decimal equivalence of Year/Month/Day.
 MN0409
 MN0409.The orthometric height was determined by GPS observations and a
 MN0409.high-resolution geoid model.
 MN0409
 MN0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0409.GEOID18 height accuracy estimate available here.
 MN0409
 MN0409.Click photographs - Photos may exist for this station.
 MN0409
 MN0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0409
 MN0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0409
 MN0409.The ellipsoidal height was determined by GPS observations
 MN0409.and is referenced to NAD 83.
 MN0409
 MN0409. The following values were computed from the NAD 83(2011) position.
 MN0409
 MN0409;                    North         East     Units Scale Factor Converg.
 MN0409;SPC NE       -   213,201.304   298,772.582   MT  0.99966610   -1 36 12.6
 MN0409;SPC NE       -   699,477.94    980,223.05   sFT  0.99966610   -1 36 12.6
 MN0409;UTM  13      - 4,622,823.667   714,613.202   MT  1.00016682   +1 43 05.3
 MN0409
 MN0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0409!SPC NE       -   0.99981261  x   0.99966610  =   0.99947878
 MN0409!UTM  13      -   0.99981261  x   1.00016682  =   0.99997940
 MN0409
 MN0409:                Primary Azimuth Mark                     Grid Az
 MN0409:SPC NE       -  CRESCENT AZ MK                           034 04 38.0
 MN0409:UTM  13      -  CRESCENT AZ MK                           030 45 20.1
 MN0409
 MN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1461322823(NAD 83)
 MN0409
 MN0409|---------------------------------------------------------------------|
 MN0409| PID    Reference Object                     Distance      Geod. Az  |
 MN0409|                                                           dddmmss.s |
 MN0409| MN0411 CRESCENT LAKE NORTH LOT             APPROX. 3.4 KM 0234435.9 |
 MN0409| CP6906 CRESCENT AZ MK                                     0322825.4 |
 MN0409| CP6907 CRESCENT RM 1                        13.097 METERS 08635     |
 MN0409| MN0408 CRESCENT LAKE SOUTH LOT              45.638 METERS 32435     |
 MN0409| CP6908 CRESCENT RM 2                        10.453 METERS 32940     |
 MN0409|---------------------------------------------------------------------|
 MN0409
 MN0409                          SUPERSEDED SURVEY CONTROL
 MN0409
 MN0409  NAD 83(2007)-  41 43 41.73495(N)    102 25 10.75898(W) AD(2002.00) 0
 MN0409  ELLIP H (02/10/07) 1194.962  (m)                       GP(2002.00)    
 MN0409  ELLIP H (09/24/01) 1194.957  (m)                       GP(       ) 4 1
 MN0409  NAD 83(1995)-  41 43 41.73449(N)    102 25 10.75884(W) AD(       ) B
 MN0409  ELLIP H (06/25/96) 1194.994  (m)                       GP(       ) 1 1
 MN0409  NAD 83(1986)-  41 43 41.73436(N)    102 25 10.76388(W) AD(       ) 1
 MN0409  NAD 27      -  41 43 41.80800(N)    102 25 09.06100(W) AD(       ) 1
 MN0409  NGVD 29 (07/19/86) 1214.0    (m)         3983.     (f) VERT ANG       
 MN0409
 MN0409.Superseded values are not recommended for survey control.
 MN0409
 MN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0409.See file dsdata.pdf to determine how the superseded data were derived.
 MN0409
 MN0409_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0409_STAMPING: CRESCENT 1946 1973
 MN0409_MARK LOGO: NGS
 MN0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0409+STABILITY: SURFACE MOTION
 MN0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0409+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 MN0409
 MN0409  HISTORY     - Date     Condition        Report By
 MN0409  HISTORY     - 1973     MONUMENTED       NGS
 MN0409  HISTORY     - 19950516 GOOD             NGS
 MN0409  HISTORY     - 20020820 GOOD             NEDR
 MN0409  HISTORY     - 20121130 GOOD             GCT
 MN0409
 MN0409                          STATION DESCRIPTION
 MN0409
 MN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MN0409'THE SURFACE STATION MARK WAS FOUND BROKEN OFF AND WAS RESET
 MN0409'OVER THE UNDERGROUND DISK.  REFERENCE MARKS 1 AND 2, AND THE
 MN0409'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MN0409'A SHORTER DISTANCE TO REFERENCE MARK 1 OF 0.015 METER AND A
 MN0409'GREATER DISTANCE OF 0.029 METER TO REFERENCE MARK 2 WERE NOTED
 MN0409'AND VERIFIED.  THE DIRECTION TO ALL THE MARKS COMPARED
 MN0409'FAVORABLY WITH THE 1946 DATA.  A COMPLETE NEW DESCRIPTION
 MN0409'FOLLOWS--
 MN0409'
 MN0409'THE STATION IS LOCATED ABOUT 23 MILES NORTH OF OSHKOSH, 19
 MN0409'MILES NORTH-NORTHEAST OF LISCO, NEAR THE SOUTH EDGE OF THE
 MN0409'CRESCENT LAKE NATIONAL WILDLIFE REFUGE AND ON PROPERTY OWNED
 MN0409'BY THE U.S. DEPARTMENT OF INTERIOR.
 MN0409'
 MN0409'TO REACH THE STATION FROM THE POST OFFICE IN OSHKOSH GO NORTH
 MN0409'ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF AVENUE
 MN0409'D.  TURN LEFT AND GO WEST ON AVENUE D FOR 0.2 MILE TO THE
 MN0409'INTERSECTION OF WEST 2ND STREET.  TURN RIGHT AND GO NORTH ON
 MN0409'WEST 2ND STREET FOR 2.8 MILES TO THE END OF THE SURFACED ROAD.
 MN0409'CONTINUE NORTH ON THE GRAVEL ROAD FOR 9.1 MILES TO A
 MN0409'T-INTERSECTION.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.7
 MN0409'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON
 MN0409'THE MAIN GRAVELED ROAD FOR 11.3 MILES TO A CATTLE GUARD
 MN0409'AND SIGN, CRESCENT LAKE NATIONAL WILDLIFE REFUGE.
 MN0409'CONTINUE AHEAD NORTHWEST ON THE SURFACED ROAD FOR 0.7 MILE TO
 MN0409'THE AZIMUTH MARK IN THE FENCE LINE ON THE LEFT.  CONTINUE
 MN0409'WEST ON THE SURFACED ROAD FOR 0.1 MILE TO A GATE ON THE
 MN0409'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO SOUTH ON THE
 MN0409'TRACK ROAD FOR 0.5 MILE TO A LOOKOUT TOWER AND THE
 MN0409'STATION ON THE HIGHEST POINT OF THE RIDGE.
 MN0409'
 MN0409'THE STATION MARK IS A STANDARD DISK STAMPED CRESCENT 1946 1973,
 MN0409'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MN0409'IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 MN0409'IT IS 79 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS ABOUT
 MN0409'36 INCHES BELOW THE GROUND SURFACE.
 MN0409'
 MN0409'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRESCENT NO 1
 MN0409'1946, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 MN0409'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 MN0409'FEET SOUTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MN0409'
 MN0409'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRESCENT NO 2
 MN0409'1946, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 MN0409'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 48
 MN0409'FEET SOUTH OF A FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 MN0409'
 MN0409'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRESCENT 1946,
 MN0409'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0409'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 MN0409'SOUTH OF THE CENTER OF THE SURFACED ROAD, 3.5 FEET NORTH OF
 MN0409'A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTH OF A 4 X 4
 MN0409'INCH WOODEN WITNESS POST.
 MN0409'
 MN0409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 MN0409'NORTH OF OSHKOSH
 MN0409
 MN0409                          STATION RECOVERY (1995)
 MN0409
 MN0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0409'THE MARK IS LOCATED ABOUT 23.0 MI (37.0 KM) NORTH OF OSHKOSH, 19.0 MI
 MN0409'(30.6 KM) NORTH-NORTHEAST OF LISCO, NEAR THE SOUTH EDGE OF THE
 MN0409'CRESCENT LAKE WILDLIFE REFUGE, JUST SOUTHEAST OF A LOOKOUT TOWER, IN
 MN0409'THE NW1/4, SEC8, T20N, R44W AND ON PROPERTY OF THE U.S. DEPARTMENT OF
 MN0409'INTERIOR--BILL BEHRENDS, REFUGE MANAGER, CRESCENT LAKE NATIONAL
 MN0409'WILDLIFE REFUGE, HC 68, BOX 21, ELLSWORTH, NEBRASKA 69340.  TELEPHONE
 MN0409'308-762-4893.  TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 MN0409'26 AND WEST 2ND STREET IN OSHKOSH, GO NORTH ON WEST 2ND STREET FOR
 MN0409'3.25 MI (5.23 KM) TO THE END OF PAVEMENT.  CONTINUE NORTH ON A
 MN0409'GRAVELED ROAD FOR 9.50 MI (15.29 KM) TO A T-ROAD.  TURN RIGHT AND GO
 MN0409'EAST FOR 0.75 MI (1.21 KM) TO A SIDE ROAD LEFT AND NORTH. TURN LEFT
 MN0409'AND GO NORTH FOR 1.25 MI (2.01 KM) TO BLUE CREEK AND THE START OF A
 MN0409'ONE-LANE PAVEMENT.  CONTINUE NORTH FOR 0.65 MILE (1.05 KM) TO THE END
 MN0409'OF THE PAVEMENT.  CONTINUE NORTH FOR 7.3 MI (11.7 KM) TO THE BEGINNING
 MN0409'OF PAVEMENT AGAIN.  CONTINUE NORTHERLY, WINDING AROUND A LAKE, FOR
 MN0409'2.35 MI (3.78 KM) TO A CATTLE GUARD, A FENCE AND THE ENTRANCE INTO THE
 MN0409'WILDLIFE REFUGE, AS PER A SIGN--CRESCENT LAKE NATIONAL WILDLIFE
 MN0409'REFUGE.  CONTINUE NORTHERLY ON A PAVED ROAD FOR 1.0 MI (1.6 KM) TO
 MN0409'CRESCENT AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.1 MI (0.2 KM)
 MN0409'TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO
 MN0409'SOUTHERLY ON A TRACK ROAD FOR 0.5 MI (0.8 KM) TO THE SOUTH CRESCENT
 MN0409'LAKE LOOKOUT TOWER AND THE MARK ON THE HIGHEST POINT OF THE HILL.  THE
 MN0409'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 MN0409'ABOUT 0.75 FT (22.86 CM) ABOVE THE GROUND.  IT IS 149.8 FT (45.7 M)
 MN0409'SOUTHEAST OF THE CENTER OF THE LOOKOUT TOWER, 118.3 FT (36.1 M)
 MN0409'SOUTHEAST OF THE SOUTHEAST CORNER OF A WIRE FENCE AROUND THE TOWER,
 MN0409'43.0 FT (13.1 M) WEST-SOUTHWEST OF REFERENCE MARK 1, 34.3 FT (10.5 M)
 MN0409'SOUTHEAST OF REFERENCE MARK 2 AND 3.3 FT (1.0 M) EAST FROM A WITNESS
 MN0409'POST.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.  NOTE--A 4WD
 MN0409'VEHICLE IS REQUIRED FOR THE LAST 0.5 MI (0.8 KM) DUE TO SOFT SAND.
 MN0409
 MN0409                          STATION RECOVERY (2002)
 MN0409
 MN0409'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0409'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002. MARK RECOVERED IN
 MN0409'GOOD CONTION.
 MN0409
 MN0409                          STATION RECOVERY (2012)
 MN0409
 MN0409'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MN0409'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1844 ***********************************************************************
 MK1844  DESIGNATION -  CRESTON TANK
 MK1844  PID         -  MK1844
 MK1844  STATE/COUNTY-  NE/PLATTE
 MK1844  COUNTRY     -  US
 MK1844  USGS QUAD   -  CRESTON (2017)
 MK1844
 MK1844                         *CURRENT SURVEY CONTROL
 MK1844  ______________________________________________________________________
 MK1844* NAD 83(1995) POSITION- 41 42 20.67941(N) 097 21 34.15621(W)   ADJUSTED
 MK1844  ______________________________________________________________________
 MK1844  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 MK1844  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 MK1844  HORZ ORDER      -  THIRD
 MK1844
 MK1844.The horizontal coordinates were established by classical geodetic methods
 MK1844.and adjusted by the National Geodetic Survey in August 1997.
 MK1844
 MK1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1844.GEOID18 height accuracy estimate available here.
 MK1844
 MK1844.Click photographs - Photos may exist for this station.
 MK1844
 MK1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1844
 MK1844. The following values were computed from the NAD 83(1995) position.
 MK1844
 MK1844;                    North         East     Units Scale Factor Converg.
 MK1844;SPC NE       -   211,240.049   719,665.573   MT  0.99966466   +1 44 59.5
 MK1844;SPC NE       -   693,043.39  2,361,102.80   sFT  0.99966466   +1 44 59.5
 MK1844;UTM  14      - 4,618,406.391   636,489.622   MT  0.99982925   +1 05 29.8
 MK1844
 MK1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3648918406(NAD 83)
 MK1844
 MK1844                          SUPERSEDED SURVEY CONTROL
 MK1844
 MK1844  NAD 83(1986)-  41 42 20.68786(N)    097 21 34.16059(W) AD(       ) 3
 MK1844  NAD 27      -  41 42 20.65400(N)    097 21 33.00900(W) AD(       ) 3
 MK1844
 MK1844.Superseded values are not recommended for survey control.
 MK1844
 MK1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1844.See file dsdata.pdf to determine how the superseded data were derived.
 MK1844
 MK1844_MARKER: 53 = ELEVATED TANK
 MK1844
 MK1844  HISTORY     - Date     Condition        Report By
 MK1844  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1844
 MK1844                          STATION DESCRIPTION
 MK1844
 MK1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1844'POINT SIGHTED UPON WAS THE FINIAL OF THE MUNICIPAL WATER TANK,
 MK1844'LOCATED ON THE NORTH SIDE OF THE TOWN OF CRESTON.  TANK IS 125
 MK1844'FEET HIGH.
 MK1844'
 MK1844'OBSERVED UPON FROM STATIONS HOBZA, TARNOV, JANSSEN, GERMAN, MONROE,
 MK1844'AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1207 ***********************************************************************
 LG1207  DESIGNATION -  CRETE AZ MK 2
 LG1207  PID         -  LG1207
 LG1207  STATE/COUNTY-  NE/SALINE
 LG1207  COUNTRY     -  US
 LG1207  USGS QUAD   -  CRETE NORTH (2017)
 LG1207
 LG1207                         *CURRENT SURVEY CONTROL
 LG1207  ______________________________________________________________________
 LG1207* NAD 83(2011) POSITION- 40 37 30.37654(N) 096 55 24.29805(W)   ADJUSTED
 LG1207* NAD 83(2011) ELLIP HT-   431.689 (meters)        (06/27/12)   ADJUSTED
 LG1207* NAD 83(2011) EPOCH   -  2010.00
 LG1207* NAVD 88 ORTHO HEIGHT -   458.062 (meters)     1502.83  (feet) ADJUSTED
 LG1207  ______________________________________________________________________
 LG1207  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 LG1207  NAD 83(2011) X  -   -584,405.854 (meters)                     COMP
 LG1207  NAD 83(2011) Y  - -4,812,777.105 (meters)                     COMP
 LG1207  NAD 83(2011) Z  -  4,131,194.892 (meters)                     COMP
 LG1207  LAPLACE CORR    -          7.18  (seconds)                    DEFLEC18
 LG1207  DYNAMIC HEIGHT  -        457.833 (meters)     1502.07  (feet) COMP
 LG1207  MODELED GRAVITY -    980,111.0   (mgal)                       NAVD 88
 LG1207
 LG1207  VERT ORDER      -  FIRST     CLASS II
 LG1207
 LG1207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1207  Standards:
 LG1207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1207  -------------------------------------------------------------------
 LG1207  NETWORK    1.00   1.12           0.45   0.35   0.57     -0.09694060
 LG1207  -------------------------------------------------------------------
 LG1207  Click here for local accuracies and other accuracy information.
 LG1207
 LG1207.This mark is at Crete Municipal Airport (CEK)
 LG1207
 LG1207.The horizontal coordinates were established by GPS observations
 LG1207.and adjusted by the National Geodetic Survey in June 2012.
 LG1207
 LG1207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1207.been affixed to the stable North American tectonic plate. See 
 LG1207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1207
 LG1207.The horizontal coordinates are valid at the epoch date displayed above
 LG1207.which is a decimal equivalence of Year/Month/Day.
 LG1207
 LG1207.The orthometric height was determined by differential leveling and
 LG1207.adjusted by the NATIONAL GEODETIC SURVEY
 LG1207.in May 1993.
 LG1207
 LG1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1207.GEOID18 height accuracy estimate available here.
 LG1207
 LG1207.Click photographs - Photos may exist for this station.
 LG1207
 LG1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1207
 LG1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1207
 LG1207.The ellipsoidal height was determined by GPS observations
 LG1207.and is referenced to NAD 83.
 LG1207
 LG1207.The dynamic height is computed by dividing the NAVD 88
 LG1207.geopotential number by the normal gravity value computed on the
 LG1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1207.degrees latitude (g = 980.6199 gals.).
 LG1207
 LG1207.The modeled gravity was interpolated from observed gravity values.
 LG1207
 LG1207. The following values were computed from the NAD 83(2011) position.
 LG1207
 LG1207;                    North         East     Units Scale Factor Converg.
 LG1207;SPC NE       -    92,539.765   760,196.750   MT  0.99977574   +2 02 19.8
 LG1207;SPC NE       -   303,607.55  2,494,078.84   sFT  0.99977574   +2 02 19.8
 LG1207;UTM  14      - 4,499,214.307   675,635.603   MT  0.99997971   +1 21 08.7
 LG1207
 LG1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1207!SPC NE       -   0.99993229  x   0.99977574  =   0.99970804
 LG1207!UTM  14      -   0.99993229  x   0.99997971  =   0.99991200
 LG1207
 LG1207:                Primary Azimuth Mark                     Grid Az
 LG1207:SPC NE       -  CRETE RESET                              246 45 25.2
 LG1207:UTM  14      -  CRETE RESET                              247 26 36.3
 LG1207
 LG1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7563599214(NAD 83)
 LG1207
 LG1207|---------------------------------------------------------------------|
 LG1207| PID    Reference Object                     Distance      Geod. Az  |
 LG1207|                                                           dddmmss.s |
 LG1207| LG1238 STEELE BARBER                       467.056 METERS 1920147.7 |
 LG1207| LG1102 WILBER MUNICIPAL TANK               APPROX.16.1 KM 1941957.2 |
 LG1207| LG1210 CRETE MUN APT BCN                   APPROX. 0.5 KM 2331206.6 |
 LG1207| LG1166 CRETE RESET                         APPROX. 0.8 KM 2484745.0 |
 LG1207|---------------------------------------------------------------------|
 LG1207
 LG1207                          SUPERSEDED SURVEY CONTROL
 LG1207
 LG1207  NAD 83(2007)-  40 37 30.37653(N)    096 55 24.29867(W) AD(2002.00) 0
 LG1207  ELLIP H (02/10/07)  431.707  (m)                       GP(2002.00)    
 LG1207  ELLIP H (12/18/01)  431.646  (m)                       GP(       ) 4 2
 LG1207  NAD 83(1995)-  40 37 30.37631(N)    096 55 24.29779(W) AD(       ) 3
 LG1207  ELLIP H (08/21/98)  431.756  (m)                       GP(       ) 4 2
 LG1207  NAD 83(1995)-  40 37 30.37596(N)    096 55 24.29730(W) AD(       ) 3
 LG1207  ELLIP H (08/18/97)  431.742  (m)                       GP(       ) 4 1
 LG1207  NAD 83(1986)-  40 37 30.38369(N)    096 55 24.29735(W) AD(       ) 3
 LG1207  NAVD 88             458.06   (m)         1502.8    (f) LEVELING    3  
 LG1207  NGVD 29 (02/23/90)  457.9    (m)  RAPSU86  model used  GPS OBS        
 LG1207
 LG1207.Superseded values are not recommended for survey control.
 LG1207
 LG1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1207.See file dsdata.pdf to determine how the superseded data were derived.
 LG1207
 LG1207_MARKER: DZ = AZIMUTH MARK DISK
 LG1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1207_STAMPING: CRETE 1947 NO 2 1982
 LG1207_MARK LOGO: NGS
 LG1207_PROJECTION: FLUSH
 LG1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1207+STABILITY: SURFACE MOTION
 LG1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1207+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1207
 LG1207  HISTORY     - Date     Condition        Report By
 LG1207  HISTORY     - 1982     MONUMENTED       NGS
 LG1207  HISTORY     - 19890322 GOOD             NGS
 LG1207  HISTORY     - 19900823 GOOD             NGS
 LG1207  HISTORY     - 19911009 GOOD             NGS
 LG1207  HISTORY     - 19970708 GOOD             NGS
 LG1207
 LG1207                          STATION DESCRIPTION
 LG1207
 LG1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1207'THE STATION IS LOCATED 3.2 KM (2.00 MI) EAST-SOUTHEAST OF CRETE, NEAR
 LG1207'THE NORTHEAST CORNER OF THE CRETE MUNICIPAL AIRPORT, ON THE EAST 13TH
 LG1207'STREET RIGHT OF WAY.
 LG1207'TO REACH THE STATION FROM THE CRETE POST OFFICE, GO EAST ON STATE
 LG1207'HIGHWAYS 33 AND 103 FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH EAST
 LG1207'13TH STREET.  CONTINUE EAST ON EAST 13TH STREET FOR 2.49 KM (1.55 MI)
 LG1207'TO THE AIRPORT ENTRANCE ON THE RIGHT.  CONTINUE EAST ON EAST 13TH
 LG1207'STREET FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT NEAR A FENCE
 LG1207'CORNER.
 LG1207'THE STATION MARK IS SET 14.7 M (48.2 FT) SOUTH AND 0.5 M (1.6 FT)
 LG1207'LOWER THAN THE ROAD CENTER, 6.2 M (20.3 FT) WEST OF THE FENCE CORNER,
 LG1207'0.5 M (1.6 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST
 LG1207'AND PROJECTS 10 CM ABOVE THE SURFACE.
 LG1207'DESCRIBED BY R.D.BALL.
 LG1207
 LG1207                          STATION RECOVERY (1990)
 LG1207
 LG1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1207'THE STATION IS LOCATED AT THE NORTHEAST PROPERTY CORNER OF CRETE MUNI
 LG1207'AIRPORT.  THE STATION IS 48.0 FT (14.6 M) SOUTH OF THE CENTERLINE OF
 LG1207'THE EAST-WEST PAVED ROAD, 20.2 FT (6.2 M) WEST OF THE NORTHEAST FENCE
 LG1207'CORNER, 1.4 FT (0.4 M) NORTH OF THE FENCELINE, AND 1.9 FT (0.6 M) EAST
 LG1207'OF A WITNESS POST.  THE STATION IS A NGS AZIMUTH MARK DISK SET 6
 LG1207'INCHES ABOVE THE GROUND AND STAMPED CRETE 1947 NO 2 1982.
 LG1207
 LG1207                          STATION RECOVERY (1991)
 LG1207
 LG1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1207'3.0 KM (1.85 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1207'IN CRETE, 14.7 M (48.2 FT) SOUTH OF THE CENTER OF THE STREET, 6.1 M
 LG1207'(20.0 FT) WEST OF THE EAST END OF AN EAST BOUNDARY FENCE FOR AN
 LG1207'AIRPORT, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET, 0.5 M (1.6 FT)
 LG1207'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT)
 LG1207'ABOVE THE GROUND SURFACE.
 LG1207
 LG1207                          STATION RECOVERY (1997)
 LG1207
 LG1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1207'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .
 LG1207'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH UPDATED DESCRIPTION AS
 LG1207'FOLLOWS.  THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM
 LG1207'LINCOLN, 3.2 KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL
 LG1207'AIRPORT AT THE NORTHEAST CORNER OF THE AIRPORT.  OWNERSHIP--THE
 LG1207'STATION IS IN THE RIGHT OF WAY ON COUNTY ROAD F. TO REACH THE STATION
 LG1207'FROM THE EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS
 LG1207'19.8 KM (12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2
 LG1207'KM (2.00 MI) NORTHEAST FROM CRETE, GO SOUTH ON PAVED ROAD 2400 FOR 2.3
 LG1207'KM (1.40 MI) TO AN INTERSECTION.  TURN LEFT AND GO EAST ON PAVED ROAD
 LG1207'F FOR 0.75 KM (0.45 MI) PASSING THE AIRPORT ENTRANCE ROAD AT 0.5 KM
 LG1207'(0.30 MI) TO THE STATION ON RIGHT. THE MARK IS A NGS AZIMUTH MARK DISK
 LG1207'IN A CAST IN PLACE 10 IN DIA ROUND CONCRETE POST.  THE STATION IS
 LG1207'LOCATED 14.7 M (48.2 FT) SOUTH FROM THE PAVED ROAD CENTER, 6.2 M (20.3
 LG1207'FT) WEST FROM A FENCE CORNER, 0.5 M (1.6 FT) NORTH FROM A BARBED WIRE
 LG1207'FENCE, AND 0.5 M (1.6 FT) EAST FROM A METAL CGS WITNESS POST.  THE
 LG1207'MARK PROJECTS 15 CM (6 IN) ABOVE GROUND AND IS 0.5 M (1.6 FT) LOWER
 LG1207'THAN THE PAVED ROAD CENTER. THE STATION IS PARTIALLY OBSTRUCTED BY
 LG1207'DECIDUOUS TREES TO THE SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1167 ***********************************************************************
 LG1167  DESIGNATION -  CRETE DOANE COLL MERRELL BLDG
 LG1167  PID         -  LG1167
 LG1167  STATE/COUNTY-  NE/SALINE
 LG1167  COUNTRY     -  US
 LG1167  USGS QUAD   -  CRETE SOUTH (2017)
 LG1167
 LG1167                         *CURRENT SURVEY CONTROL
 LG1167  ______________________________________________________________________
 LG1167* NAD 83(1995) POSITION- 40 37 22.60486(N) 096 57 01.72951(W)   ADJUSTED
 LG1167  ______________________________________________________________________
 LG1167  GEOID HEIGHT    -        -26.477 (meters)                     GEOID18
 LG1167  LAPLACE CORR    -          7.47  (seconds)                    DEFLEC18
 LG1167  HORZ ORDER      -  THIRD
 LG1167
 LG1167.The horizontal coordinates were established by classical geodetic methods
 LG1167.and adjusted by the National Geodetic Survey in August 1997.
 LG1167
 LG1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1167.GEOID18 height accuracy estimate available here.
 LG1167
 LG1167.Click photographs - Photos may exist for this station.
 LG1167
 LG1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1167
 LG1167. The following values were computed from the NAD 83(1995) position.
 LG1167
 LG1167;                    North         East     Units Scale Factor Converg.
 LG1167;SPC NE       -    92,219.149   757,917.240   MT  0.99977631   +2 01 15.3
 LG1167;SPC NE       -   302,555.66  2,486,600.14   sFT  0.99977631   +2 01 15.3
 LG1167;UTM  14      - 4,498,920.959   673,351.962   MT  0.99996990   +1 20 05.0
 LG1167
 LG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7335198920(NAD 83)
 LG1167
 LG1167                          SUPERSEDED SURVEY CONTROL
 LG1167
 LG1167  NAD 83(1986)-  40 37 22.61255(N)    096 57 01.73029(W) AD(       ) 3
 LG1167  NAD 27      -  40 37 22.60100(N)    096 57 00.60700(W) AD(       ) 3
 LG1167
 LG1167.Superseded values are not recommended for survey control.
 LG1167
 LG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1167.See file dsdata.pdf to determine how the superseded data were derived.
 LG1167
 LG1167_MARKER: 89 = SPIRE
 LG1167
 LG1167  HISTORY     - Date     Condition        Report By
 LG1167  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1167  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG1167
 LG1167                          STATION DESCRIPTION
 LG1167
 LG1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1167'THE STATION IS THE SPIRE ON THE TOP OF THE CENTER OF MERRELL
 LG1167'BUILDING ON THE GROUNDS OF DOANE COLLEGE, LOCATED IN THE
 LG1167'SOUTHEAST EDGE OF TOWN ON TOP OF A VERY PROMINENT HILL.  IT IS A
 LG1167'RED BRICK BUILDING WITH GREEN ASBESTOS SHINGLES ON CONE
 LG1167'SHAPED DOME WITH A SPIRE ON THE TOP OF THE WHITE PAINTED TIP.
 LG1167'POINT OBSERVED UPON, SPIRE ON TOP OF DOME.
 LG1167
 LG1167                          STATION RECOVERY (2003)
 LG1167
 LG1167'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1167'SITE LOCATED. STATION NOT FOUND. PER DOANE COLLEGE STAFF MEMBER,
 LG1167'MERRELL BUILDING BURNED DOWN YEARS AGO. THIS STATION SHOULD BE
 LG1167'DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1210 ***********************************************************************
 LG1210  DESIGNATION -  CRETE MUN APT BCN
 LG1210  PID         -  LG1210
 LG1210  STATE/COUNTY-  NE/SALINE
 LG1210  COUNTRY     -  US
 LG1210  USGS QUAD   -  CRETE SOUTH (2017)
 LG1210
 LG1210                         *CURRENT SURVEY CONTROL
 LG1210  ______________________________________________________________________
 LG1210* NAD 83(1995) POSITION- 40 37 19.96896(N) 096 55 42.55428(W)   ADJUSTED
 LG1210  ______________________________________________________________________
 LG1210  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 LG1210  LAPLACE CORR    -          7.26  (seconds)                    DEFLEC18
 LG1210  HORZ ORDER      -  THIRD
 LG1210
 LG1210.This mark is at Crete Municipal Airport (CEK)
 LG1210
 LG1210.The horizontal coordinates were established by classical geodetic methods
 LG1210.and adjusted by the National Geodetic Survey in August 1997.
 LG1210
 LG1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1210.GEOID18 height accuracy estimate available here.
 LG1210
 LG1210.Click photographs - Photos may exist for this station.
 LG1210
 LG1210.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1210
 LG1210. The following values were computed from the NAD 83(1995) position.
 LG1210
 LG1210;                    North         East     Units Scale Factor Converg.
 LG1210;SPC NE       -    92,203.755   759,779.445   MT  0.99977651   +2 02 07.7
 LG1210;SPC NE       -   302,505.15  2,492,709.73   sFT  0.99977651   +2 02 07.7
 LG1210;UTM  14      - 4,498,883.254   675,214.217   MT  0.99997789   +1 20 56.5
 LG1210
 LG1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7521498883(NAD 83)
 LG1210
 LG1210                          SUPERSEDED SURVEY CONTROL
 LG1210
 LG1210  NAD 83(1986)-  40 37 19.97671(N)    096 55 42.55498(W) AD(       ) 3
 LG1210
 LG1210.Superseded values are not recommended for survey control.
 LG1210
 LG1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1210.See file dsdata.pdf to determine how the superseded data were derived.
 LG1210
 LG1210_MARKER: 21 = AIRPORT BEACON
 LG1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1210+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1210
 LG1210  HISTORY     - Date     Condition        Report By
 LG1210  HISTORY     - 1982     FIRST OBSERVED   NGS
 LG1210  HISTORY     - 19900615 GOOD             NGS
 LG1210  HISTORY     - 20030815 GOOD             USPSQD
 LG1210
 LG1210                          STATION DESCRIPTION
 LG1210
 LG1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LG1210'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST FROM CRETE AND AT
 LG1210'THE MUNICIPAL AIRPORT.
 LG1210'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON EAST
 LG1210'13TH STREET FOR 2.41 KM (1.50 MI) TO THE ENTRANCE TO THE AIRPORT ON
 LG1210'THE RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHWEST ON THE ENTRANCE
 LG1210'DRIVE FOR 0.4 KM (0.25 MI) TO THE STATION ABOUT 45.8 M (150 FT) NORTH
 LG1210'FROM THE NORTHWESTERN MOST HANGAR.
 LG1210'THE STATION IS THE SPINDLE THAT SUPPORTS THE ROTATING BEACON ATOP A
 LG1210'4-LEGGED, SELF-SUPPORTING TOWER, THAT IS CURRENTLY UNPAINTED.  THE
 LG1210'STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 50 FEET.
 LG1210'DESCRIBED BY J.A. ODUM.
 LG1210
 LG1210                          STATION RECOVERY (1990)
 LG1210
 LG1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1210'THE AIRPORT BEACON IS LOCATED NEXT TO THE HANGAR AND GENERAL AVIATION
 LG1210'AREA AT CRETE MUNI AIRPORT.  THE BEACON IS MOUNTED ATOP OF A SKELETAL
 LG1210'STEEL TOWER PAINTED ALTERNATING RED AND WHITE.  THE POINT OBSERVED IS
 LG1210'THE SPINDLE BENEATH THE GREEN AND WHITE REVOLVING BEACON LIGHT.
 LG1210
 LG1210                          STATION RECOVERY (2003)
 LG1210
 LG1210'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1210'STATION FOUND GOOD AS DESCRIBED IN 1982 AND 1990 DESCRIPTIONS. THE
 LG1210'AIRPORT BEACON TOWER IS NOW PAINTED STEEL GRAY INSTEAD OF ALTERNATING
 LG1210'RED AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1166 ***********************************************************************
 LG1166  DESIGNATION -  CRETE RESET
 LG1166  PID         -  LG1166
 LG1166  STATE/COUNTY-  NE/SALINE
 LG1166  COUNTRY     -  US
 LG1166  USGS QUAD   -  CRETE SOUTH (2017)
 LG1166
 LG1166                         *CURRENT SURVEY CONTROL
 LG1166  ______________________________________________________________________
 LG1166* NAD 83(1995) POSITION- 40 37 20.53213(N) 096 55 57.59343(W)   ADJUSTED
 LG1166* NAVD 88 ORTHO HEIGHT -   454.370 (meters)     1490.71  (feet) ADJUSTED
 LG1166  ______________________________________________________________________
 LG1166  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 LG1166  LAPLACE CORR    -          7.36  (seconds)                    DEFLEC18
 LG1166  DYNAMIC HEIGHT  -        454.142 (meters)     1489.96  (feet) COMP
 LG1166  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 LG1166
 LG1166  HORZ ORDER      -  SECOND
 LG1166  VERT ORDER      -  FIRST     CLASS II
 LG1166
 LG1166.This mark is at Crete Municipal Airport (CEK)
 LG1166
 LG1166.The horizontal coordinates were established by classical geodetic methods
 LG1166.and adjusted by the National Geodetic Survey in August 1997.
 LG1166
 LG1166.The orthometric height was determined by differential leveling and
 LG1166.adjusted by the NATIONAL GEODETIC SURVEY
 LG1166.in May 1993.
 LG1166
 LG1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1166.GEOID18 height accuracy estimate available here.
 LG1166
 LG1166.Click photographs - Photos may exist for this station.
 LG1166
 LG1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1166
 LG1166.The dynamic height is computed by dividing the NAVD 88
 LG1166.geopotential number by the normal gravity value computed on the
 LG1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1166.degrees latitude (g = 980.6199 gals.).
 LG1166
 LG1166.The modeled gravity was interpolated from observed gravity values.
 LG1166
 LG1166. The following values were computed from the NAD 83(1995) position.
 LG1166
 LG1166;                    North         East     Units Scale Factor Converg.
 LG1166;SPC NE       -    92,208.568   759,425.653   MT  0.99977647   +2 01 57.8
 LG1166;SPC NE       -   302,520.94  2,491,549.00   sFT  0.99977647   +2 01 57.8
 LG1166;UTM  14      - 4,498,892.307   674,860.438   MT  0.99997637   +1 20 46.8
 LG1166
 LG1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1166!SPC NE       -   0.99993287  x   0.99977647  =   0.99970936
 LG1166!UTM  14      -   0.99993287  x   0.99997637  =   0.99990924
 LG1166
 LG1166:                Primary Azimuth Mark                     Grid Az
 LG1166:SPC NE       -  CRETE AZ MK 2                            066 45 25.5
 LG1166:UTM  14      -  CRETE AZ MK 2                            067 26 36.5
 LG1166
 LG1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7486098892(NAD 83)
 LG1166
 LG1166|---------------------------------------------------------------------|
 LG1166| PID    Reference Object                     Distance      Geod. Az  |
 LG1166|                                                           dddmmss.s |
 LG1166| LG1207 CRETE AZ MK 2                       APPROX. 0.8 KM 0684723.3 |
 LG1166| LG1210 CRETE MUN APT BCN                   353.884 METERS 09249     |
 LG1166| LG1102 WILBER MUNICIPAL TANK               APPROX.15.6 KM 1914900.9 |
 LG1166| CL6321 CRETE RM 1                            6.517 METERS 25553     |
 LG1166| LG1249 CRETE RM 3                            6.499 METERS 25615     |
 LG1166| LG1167 CRETE DOANE COLL MERRELL BLDG       APPROX. 1.5 KM 2722604.4 |
 LG1166| LG1169 CRETE MILLS WATER TANK              APPROX. 2.6 KM 2793652.7 |
 LG1166| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.15.6 KM 2795528.8 |
 LG1166| LG1248 CRETE RM 2                           24.254 METERS 34600     |
 LG1166| LG1250 CRETE AZ MK                                        3584004.8 |
 LG1166|---------------------------------------------------------------------|
 LG1166
 LG1166                          SUPERSEDED SURVEY CONTROL
 LG1166
 LG1166  NAD 83(1986)-  40 37 20.53973(N)    096 55 57.59332(W) AD(       ) 2
 LG1166  NAD 27      -  40 37 20.52900(N)    096 55 56.48300(W) AD(       ) 2
 LG1166  NGVD 29 (02/23/90)  454.3    (m)         1490.     (f) VERT ANG       
 LG1166
 LG1166.Superseded values are not recommended for survey control.
 LG1166
 LG1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1166.See file dsdata.pdf to determine how the superseded data were derived.
 LG1166
 LG1166_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1166_STAMPING: CRETE 1947 1976
 LG1166_MARK LOGO: NGS
 LG1166_PROJECTION: RECESSED 30 CENTIMETERS
 LG1166_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1166+STABILITY: SURFACE MOTION
 LG1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1166+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1166
 LG1166  HISTORY     - Date     Condition        Report By
 LG1166  HISTORY     - 1976     MONUMENTED       NGS
 LG1166  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG1166  HISTORY     - 19820610 GOOD             NGS
 LG1166  HISTORY     - 19911009 GOOD             NGS
 LG1166
 LG1166                          STATION DESCRIPTION
 LG1166
 LG1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1166'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 LG1166'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LG1166'MARK WAS FOUND LYING ON ITS SIDE, BURIED ABOUT TWO FEET DEEP ATOP
 LG1166'THE UNDERGROUND STATION MARK.  REFERENCE MARK 1 WAS FOUND
 LG1166'TILTED OUT OF POSITION.  A NEW SURFACE STATION MARK WAS SET
 LG1166'DIRECTLY ABOVE THE UNDERGROUND MARK.  REFERENCE MARK 3 WAS
 LG1166'ESTABLISHED.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LG1166'OBSTRUCTED BY TALL BRUSH AND WEEDS ALONG FENCELINE THIS DATE.
 LG1166'
 LG1166'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1166'
 LG1166'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF CRETE, IN A
 LG1166'FIELD UNDER-CULTIVATION AT THE WEST SIDE OF THE CITY AIRPORT AND
 LG1166'OWNED BY THE CITY OF CRETE.  AIRPORT MANAGER MR. RALPH KATH, RR 1
 LG1166'CRETE, NEBR. 68333 WAS CONTACTED THIS DATE.
 LG1166'
 LG1166'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN STREET
 LG1166'INTERSECTION IN CRETE, GO EAST ON STATE HIGHWAY 33 FOR 0.3 MILE TO
 LG1166'WHERE HIGHWAY 33 TURNS NORTH, CONTINUE EAST ON SURFACED AND
 LG1166'GRAVELED ROAD FOR 1.2 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 LG1166'ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LG1166'
 LG1166'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CRETE 1947 1976,
 LG1166'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 12 INCHES
 LG1166'BELOW THE GROUND SURFACE.  IT IS 51.5 FEET EAST OF THE CENTER OF
 LG1166'THE GRAVELED ROAD, 21.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 LG1166'SET AT REFERENCE MARK 3, 20.5 FEET EAST OF A NORTH-SOUTH FENCELINE
 LG1166'AND ABOUT DUE WEST OF THE AIRPORT BEACON TOWER.  THE UNDERGROUND
 LG1166'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 LG1166'THE GROUND SURFACE AND IS STAMPED CRETE 1947.
 LG1166'
 LG1166'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRETE NO 2 1947, SET IN
 LG1166'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LG1166'GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF THE GRAVELED
 LG1166'ROAD, 6 INCHES EAST OF A TELEPHONE POLE AND IN THE NORTH-SOUTH
 LG1166'FENCELINE.
 LG1166'
 LG1166'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRETE 1947 NO 3 1976, SET
 LG1166'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES
 LG1166'ABOVE THE GROUND SURFACE.  IT IS 30 FEET EAST OF THE CENTER OF THE
 LG1166'GRAVELED ROAD, 2 FEET NORTH OF THE METAL WITNESS POST AND 1 FOOT
 LG1166'WEST OF THE NORTH-SOUTH FENCELINE.
 LG1166'
 LG1166'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRETE 1947, SET IN THE
 LG1166'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 LG1166'THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF THE
 LG1166'NORTH-SOUTH GRAVELED ROAD, 5.5 FEET EAST OF A NORTH-SOUTH
 LG1166'FENCELINE, 3.5 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A
 LG1166'METAL WITNESS POST.
 LG1166'
 LG1166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 LG1166'ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE NORTH ON THE GRAVELED
 LG1166'ROAD FOR 0.4 MILE TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 LG1166'ON THE LEFT.
 LG1166'
 LG1166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LG1166'ESE OF CRETE.
 LG1166
 LG1166                          STATION RECOVERY (1981)
 LG1166
 LG1166'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1166'STATION MARK SEARCHED FOR BUT NOT FOUND BELIEVED DESTROYED.
 LG1166'
 LG1166'R.M. 1 RECOVERED GOOD (RESTAMPED RM 3 1976).
 LG1166'
 LG1166'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI E-SE OF CRETE.
 LG1166
 LG1166                          STATION RECOVERY (1982)
 LG1166
 LG1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1166'THE RECESSED STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 LG1166'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED. A NEW
 LG1166'AZIMUTH MARK WAS ESTABLISHED THIS DATE.  SATISFACTORY CHECKS WERE
 LG1166'OBTAINED TO THE REFERENCE MARKS.
 LG1166'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST-SOUTHEAST FROM
 LG1166'CRETE, IN A CULTIVATED FIELD AT THE WEST SIDE OF THE CRETE AIRPORT AND
 LG1166'OWNED BY THE CITY.  CONTACT THE AIRPORT MANAGER FOR ACCESS TO THE
 LG1166'STATION.
 LG1166'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON STATE
 LG1166'HIGHWAY 33 FOR 0.48 KM (0.30 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 LG1166'CONTINUE EAST ON A PAVED STREET FOR 1.93 KM (1.20 MI) TO A GRADED
 LG1166'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.32 KM
 LG1166'(0.20 MI) TO THE STATION ON THE LEFT.
 LG1166'STATION IS 15.70 M (51.5 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 LG1166'6.55 M (21.5 FT) EAST-NORTHEAST FROM A WITNESS POST 6.25 M (20.5 FT)
 LG1166'EAST FROM A NORTH/SOUTH FENCE AND IS RECESSED 0.3 M (1.0 FT) BELOW THE
 LG1166'GROUND SURFACE.  THE UNDERGROUND MARK IS STAMPED-CRETE 1947-AND IS
 LG1166'1.07 M (3.5 FT) BELOW THE GROUND SURFACE.
 LG1166'DESCRIBED BY J.A. ODUM
 LG1166
 LG1166                          STATION RECOVERY (1991)
 LG1166
 LG1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1166'2.2 KM (1.35 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1166'IN CRETE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 LG1166'15.7 M (51.5 FT) EAST OF THE CENTER OF THE ROAD, 6.5 M (21.3 FT)
 LG1166'EAST-NORTHEAST OF A WITNESS POST AND REFERENCE MARK 3, 6.2 M (20.3
 LG1166'FT) EAST OF A FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 LG1166'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1248 ***********************************************************************
 LG1248  DESIGNATION -  CRETE RM 2
 LG1248  PID         -  LG1248
 LG1248  STATE/COUNTY-  NE/SALINE
 LG1248  COUNTRY     -  US
 LG1248  USGS QUAD   -  CRETE SOUTH (2017)
 LG1248
 LG1248                         *CURRENT SURVEY CONTROL
 LG1248  ______________________________________________________________________
 LG1248* NAD 83(2011) POSITION- 40 37 21.29486(N) 096 55 57.84324(W)   ADJUSTED
 LG1248* NAD 83(2011) ELLIP HT-   428.598 (meters)        (06/27/12)   ADJUSTED
 LG1248* NAD 83(2011) EPOCH   -  2010.00
 LG1248* NAVD 88 ORTHO HEIGHT -   455.0   (meters)     1493.    (feet) GPS OBS
 LG1248  ______________________________________________________________________
 LG1248  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1248  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 LG1248  NAD 83(2011) X  -   -585,210.290 (meters)                     COMP
 LG1248  NAD 83(2011) Y  - -4,812,860.742 (meters)                     COMP
 LG1248  NAD 83(2011) Z  -  4,130,980.242 (meters)                     COMP
 LG1248  LAPLACE CORR    -          7.36  (seconds)                    DEFLEC18
 LG1248
 LG1248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1248  Standards:
 LG1248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1248  -------------------------------------------------------------------
 LG1248  NETWORK    0.37   0.59           0.17   0.13   0.30     -0.00153953
 LG1248  -------------------------------------------------------------------
 LG1248  Click here for local accuracies and other accuracy information.
 LG1248
 LG1248.This mark is at Crete Municipal Airport (CEK)
 LG1248
 LG1248.The horizontal coordinates were established by GPS observations
 LG1248.and adjusted by the National Geodetic Survey in June 2012.
 LG1248
 LG1248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1248.been affixed to the stable North American tectonic plate. See 
 LG1248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1248
 LG1248.The horizontal coordinates are valid at the epoch date displayed above
 LG1248.which is a decimal equivalence of Year/Month/Day.
 LG1248
 LG1248.The orthometric height was determined by GPS observations and a
 LG1248.high-resolution geoid model.
 LG1248
 LG1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1248.GEOID18 height accuracy estimate available here.
 LG1248
 LG1248.Click photographs - Photos may exist for this station.
 LG1248
 LG1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1248
 LG1248.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1248
 LG1248.The ellipsoidal height was determined by GPS observations
 LG1248.and is referenced to NAD 83.
 LG1248
 LG1248. The following values were computed from the NAD 83(2011) position.
 LG1248
 LG1248;                    North         East     Units Scale Factor Converg.
 LG1248;SPC NE       -    92,231.868   759,418.953   MT  0.99977641   +2 01 57.6
 LG1248;SPC NE       -   302,597.39  2,491,527.01   sFT  0.99977641   +2 01 57.6
 LG1248;UTM  14      - 4,498,915.689   674,854.015   MT  0.99997634   +1 20 46.6
 LG1248
 LG1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1248!SPC NE       -   0.99993277  x   0.99977641  =   0.99970920
 LG1248!UTM  14      -   0.99993277  x   0.99997634  =   0.99990911
 LG1248
 LG1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7485498915(NAD 83)
 LG1248
 LG1248                          SUPERSEDED SURVEY CONTROL
 LG1248
 LG1248  NAD 83(2007)-  40 37 21.29485(N)    096 55 57.84386(W) AD(2002.00) 0
 LG1248  ELLIP H (02/10/07)  428.616  (m)                       GP(2002.00)    
 LG1248  ELLIP H (12/18/01)  428.555  (m)                       GP(       ) 4 2
 LG1248  NAD 83(1995)-  40 37 21.29462(N)    096 55 57.84298(W) AD(       ) 1
 LG1248  ELLIP H (08/21/98)  428.665  (m)                       GP(       ) 4 2
 LG1248  NAD 83(1995)-  40 37 21.29506(N)    096 55 57.84289(W) AD(       ) 3
 LG1248  NAD 83(1986)-  40 37 21.30268(N)    096 55 57.84293(W) AD(       ) 3
 LG1248
 LG1248.Superseded values are not recommended for survey control.
 LG1248
 LG1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1248.See file dsdata.pdf to determine how the superseded data were derived.
 LG1248
 LG1248_MARKER: DR = REFERENCE MARK DISK
 LG1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1248_STAMPING: CRETE NO 2 1947
 LG1248_MARK LOGO: CGS
 LG1248_PROJECTION: FLUSH
 LG1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1248+STABILITY: SURFACE MOTION
 LG1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1248+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 LG1248
 LG1248  HISTORY     - Date     Condition        Report By
 LG1248  HISTORY     - 1947     MONUMENTED       CGS
 LG1248  HISTORY     - 19820610 GOOD             NGS
 LG1248  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG1248  HISTORY     - 19970708 GOOD             NGS
 LG1248
 LG1248                          STATION DESCRIPTION
 LG1248
 LG1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1248'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST-SOUTHEAST FROM
 LG1248'CRETE, ON THE EAST RIGHT-OF WAY OF THE GRADED COUNTY ROAD AND AT THE
 LG1248'WESTEDGE OF THE CRETE AIRPORT.
 LG1248'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON STATE
 LG1248'HIGHWAY 33 FOR 0.48 KM (0.30 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 LG1248'CONTINUE EAST ON A PAVED STREET FOR 1.93 KM (1.20 MI) TO A GRADED
 LG1248'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.32 KM
 LG1248'(0.20 MI) TO THE STATION ON THE LEFT.
 LG1248'THE MARK IS 9.45 M (31.0 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 LG1248'0.15 M (0.5 FT) EAST FROM A TELEPHONE POLE AND IS IN A NORTH/SOUTH
 LG1248'FENCE.
 LG1248'DESCRIBED BY J.A. ODUM
 LG1248
 LG1248                          STATION RECOVERY (1991)
 LG1248
 LG1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1248'THE MONUMENT WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 LG1248'ASSUMED DESTROYED.
 LG1248
 LG1248                          STATION RECOVERY (1997)
 LG1248
 LG1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1248'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) . THE
 LG1248'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 LG1248'KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL AIRPORT NEAR THE
 LG1248'NORTHWEST SIDE OF THE AIRPORT.  OWNERSHIP--CRETE AIRPORT AUTHORITY,
 LG1248'CRETE NE, 68333.  AIRPORT MANAGER IS SILVERHAWK AVIATION, PHONE
 LG1248'402-826-4400, FBO PHONE 402-475-8600. TO REACH THE STATION FROM THE
 LG1248'EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS 19.8 KM
 LG1248'(12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2 KM (2.00
 LG1248'MI) NORTHEAST FROM CRETE, GO SOUTH ON PAVED THEN GRAVEL ROAD 2400 FOR
 LG1248'2.6 KM (1.60 MI) PASSING PAVED ROAD F AT 1.4 MI (2.3 KM) TO THE
 LG1248'STATION ON LEFT. THE MARK IS A CGS REFERENCE MARK DISK IN A CAST IN
 LG1248'PLACE 10 IN SQUARED CONCRETE POST.  THE STATION IS LOCATED ABOUT 30.5
 LG1248'M (100.1 FT) SOUTH FROM A FIELD GATE THAT LEADS TO TURF RUNWAY
 LG1248'APPROACH 13, 25.1 M (82.3 FT) NORTH FROM CRETE RM 3, 24.2 M (79.4 FT)
 LG1248'NORTH-NORTHWEST FROM STATION CRETE UNDERGROUND MARK, 10.2 M (33.5 FT)
 LG1248'NORTH FROM A USCE (COE) METAL WITNESS POST, 10 M (32.8 FT) EAST FROM
 LG1248'THE GRAVEL ROAD CENTER, 0.7 M (2.3 FT) NORTHEAST FROM A CONCRETE POST
 LG1248'REMAINS (BELIEVED TO BE FOR CRETE SURFACE MARK) , 0.6 M (2.0 FT) NORTH
 LG1248'FROM A FIBERGLASS NGS WITNESS POST, AND 0.6 M (2.0 FT) SOUTH FROM A
 LG1248'FIBERGLASS NGS WITNESS POST AND 9 CM (3.5 IN) EAST FROM A BARBED WIRE
 LG1248'FENCE.  THE MARK IS ABOUT FLUSH WITH THE GROUND, 0.7 M (2.3 FT) HIGHER
 LG1248'THAN THE DITCH CENTER, AND ABOUT LEVEL WITH THE GRAVEL ROAD CENTER.
 LG1248'THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1249 ***********************************************************************
 LG1249  PACS        -  This is a Primary Airport Control Station.
 LG1249  DESIGNATION -  CRETE RM 3
 LG1249  PID         -  LG1249
 LG1249  STATE/COUNTY-  NE/SALINE
 LG1249  COUNTRY     -  US
 LG1249  USGS QUAD   -  CRETE SOUTH (2017)
 LG1249
 LG1249                         *CURRENT SURVEY CONTROL
 LG1249  ______________________________________________________________________
 LG1249* NAD 83(2011) POSITION- 40 37 20.48194(N) 096 55 57.86055(W)   ADJUSTED
 LG1249* NAD 83(2011) ELLIP HT-   428.750 (meters)        (06/27/12)   ADJUSTED
 LG1249* NAD 83(2011) EPOCH   -  2010.00
 LG1249* NAVD 88 ORTHO HEIGHT -   455.174 (meters)     1493.35  (feet) ADJUSTED
 LG1249  ______________________________________________________________________
 LG1249  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 LG1249  NAD 83(2011) X  -   -585,212.678 (meters)                     COMP
 LG1249  NAD 83(2011) Y  - -4,812,877.015 (meters)                     COMP
 LG1249  NAD 83(2011) Z  -  4,130,961.307 (meters)                     COMP
 LG1249  LAPLACE CORR    -          7.36  (seconds)                    DEFLEC18
 LG1249  DYNAMIC HEIGHT  -        454.946 (meters)     1492.60  (feet) COMP
 LG1249  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 LG1249
 LG1249  VERT ORDER      -  FIRST     CLASS II
 LG1249
 LG1249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1249  Standards:
 LG1249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1249  -------------------------------------------------------------------
 LG1249  NETWORK    0.59   0.71           0.26   0.22   0.36      0.19301497
 LG1249  -------------------------------------------------------------------
 LG1249  Click here for local accuracies and other accuracy information.
 LG1249
 LG1249.This mark is at Crete Municipal Airport (CEK)
 LG1249
 LG1249.The horizontal coordinates were established by GPS observations
 LG1249.and adjusted by the National Geodetic Survey in June 2012.
 LG1249
 LG1249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1249.been affixed to the stable North American tectonic plate. See 
 LG1249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1249
 LG1249.The horizontal coordinates are valid at the epoch date displayed above
 LG1249.which is a decimal equivalence of Year/Month/Day.
 LG1249
 LG1249.The orthometric height was determined by differential leveling and
 LG1249.adjusted by the NATIONAL GEODETIC SURVEY
 LG1249.in May 1993.
 LG1249
 LG1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1249.GEOID18 height accuracy estimate available here.
 LG1249
 LG1249.Click photographs - Photos may exist for this station.
 LG1249
 LG1249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1249
 LG1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1249
 LG1249.The ellipsoidal height was determined by GPS observations
 LG1249.and is referenced to NAD 83.
 LG1249
 LG1249.The dynamic height is computed by dividing the NAVD 88
 LG1249.geopotential number by the normal gravity value computed on the
 LG1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1249.degrees latitude (g = 980.6199 gals.).
 LG1249
 LG1249.The modeled gravity was interpolated from observed gravity values.
 LG1249
 LG1249. The following values were computed from the NAD 83(2011) position.
 LG1249
 LG1249;                    North         East     Units Scale Factor Converg.
 LG1249;SPC NE       -    92,206.799   759,419.435   MT  0.99977647   +2 01 57.6
 LG1249;SPC NE       -   302,515.14  2,491,528.60   sFT  0.99977647   +2 01 57.6
 LG1249;UTM  14      - 4,498,890.612   674,854.198   MT  0.99997634   +1 20 46.6
 LG1249
 LG1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1249!SPC NE       -   0.99993275  x   0.99977647  =   0.99970923
 LG1249!UTM  14      -   0.99993275  x   0.99997634  =   0.99990909
 LG1249
 LG1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7485498890(NAD 83)
 LG1249
 LG1249                          SUPERSEDED SURVEY CONTROL
 LG1249
 LG1249  NAD 83(2007)-  40 37 20.48192(N)    096 55 57.86117(W) AD(2002.00) 0
 LG1249  ELLIP H (02/10/07)  428.768  (m)                       GP(2002.00)    
 LG1249  ELLIP H (12/18/01)  428.708  (m)                       GP(       ) 4 2
 LG1249  NAD 83(1995)-  40 37 20.48170(N)    096 55 57.86030(W) AD(       ) 3
 LG1249  ELLIP H (08/21/98)  428.818  (m)                       GP(       ) 4 2
 LG1249  NAD 83(1995)-  40 37 20.48235(N)    096 55 57.86062(W) AD(       ) 3
 LG1249  NAD 83(1986)-  40 37 20.48967(N)    096 55 57.86193(W) AD(       ) 3
 LG1249  NAVD 88             455.17   (m)         1493.3    (f) LEVELING    3  
 LG1249
 LG1249.Superseded values are not recommended for survey control.
 LG1249
 LG1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1249.See file dsdata.pdf to determine how the superseded data were derived.
 LG1249
 LG1249_MARKER: DR = REFERENCE MARK DISK
 LG1249_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG1249_STAMPING: CRETE NO 3 1947 1976
 LG1249_MARK LOGO: NGS
 LG1249_PROJECTION: FLUSH
 LG1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1249+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 LG1249
 LG1249  HISTORY     - Date     Condition        Report By
 LG1249  HISTORY     - 1976     MONUMENTED       NGS
 LG1249  HISTORY     - 19820610 GOOD             NGS
 LG1249  HISTORY     - 19900615 GOOD             NGS
 LG1249  HISTORY     - 19911009 GOOD             NGS
 LG1249  HISTORY     - 19950511 GOOD             NGS
 LG1249  HISTORY     - 19970708 GOOD             NGS
 LG1249
 LG1249                          STATION DESCRIPTION
 LG1249
 LG1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1249'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST-SOUTHEAST FROM
 LG1249'CRETE, ON THE EAST RIGHT-OF WAY OF THE GRADED COUNTY ROAD AND AT THE
 LG1249'WESTEDGE OF THE CRETE AIRPORT.
 LG1249'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON STATE
 LG1249'HIGHWAY 33 FOR 0.48 KM (0.30 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 LG1249'CONTINUE EAST ON A PAVED STREET FOR 1.93 KM (1.20 MI) TO A GRADED
 LG1249'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.32 KM
 LG1249'(0.20 MI) TO THE STATION ON THE LEFT.
 LG1249'THE MARK IS 9.14 M (30.0 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 LG1249'0.61 M (2.0 FT) NORTH FROM A WITNESS POST AND IS 0.3 M (1.0 FT) WEST
 LG1249'FROM A NORTH/SOUTH FENCE.  THE MARK PROJECTS 0.2 M (0.7 FT) ABOVE THE
 LG1249'GROUND.
 LG1249'DESCRIBED BY J.A. ODUM
 LG1249
 LG1249                          STATION RECOVERY (1990)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1249'THE STATION IS LOCATED ON THE WEST END OF CRETE MUNI AIRPORT IN THE
 LG1249'APPROACH OF UNPAVED RUNWAY END OF 10.  THE STATION IS 34.0 FT (10.4 M)
 LG1249'EAST OF THE NORTH-SOUTH GRAVEL ROAD, 0.5 FT (15.2 CM) WEST OF A FENCE
 LG1249'LINE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST, AND 94.0 FT (28.7 M)
 LG1249'SOUTHWEST OF THE EXTENSION OF THE NORTHEAST EDGE OF THE UNPAVED RUNWAY
 LG1249'DAY MARKERS.  THE STATION IS A NGS REFERENCE MARK DISK SET 0.8 FOOT
 LG1249'(24.4 CM) ABOVE GROUND AND STAMPED CRETE 1947 NO 3 1976.
 LG1249
 LG1249                          STATION RECOVERY (1991)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1249'2.2 KM (1.35 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1249'IN CRETE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 LG1249'9.6 M (31.5 FT) EAST OF THE CENTER OF THE ROAD, 0.5 M (1.6 FT) ABOVE
 LG1249'THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.2 M
 LG1249'(0.7 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 LG1249'ABOVE THE GROUND SURFACE.
 LG1249
 LG1249                          STATION RECOVERY (1995)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1249'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF LINCOLN,
 LG1249'2.0 MI (3.2 KM) EAST OF CRETE, ON THE RIGHT-OF-WAY ON THE EAST EDGE OF
 LG1249'THE CRETE MUNICIPAL AIRPORT.  OWNERSHIP--CRETE AIRPORT AUTHORITY,
 LG1249'CRETE NE 68333.  AIRPORT MANAGER, SILVERHAWK AVIATION, PHONE (402)
 LG1249'826-4400, FBO (402) 475-8600.  TO REACH THE STATION FROM THE JUNCTION
 LG1249'OF STATE HIGHWAYS 33 AND 103 NORTH (ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 LG1249'CRETE), GO SOUTH ON A PAVED ROAD 2400 FOR 1.4 MI (2.3 KM) TO A
 LG1249'INTERSECTION, CONTINUE AHEAD AND GO SOUTH ON A GRAVEL ROAD FOR 0.2 MI
 LG1249'(0.3 KM) TO THE STATION ON THE LEFT.  THE STATION PROJECTS 21 CM ABOVE
 LG1249'GROUND.  LOCATED 49.0 FT (14.9 M) NORTH OF A U.S.C.E. METAL WITNESS
 LG1249'POST, 34.0 FT (10.4 M) EAST OF THE GRAVEL ROAD, 1.5 FT (0.5 M) NORTH
 LG1249'OF A METAL WITNESS POST AND 0.3 FT (9.1 CM) WEST OF A FENCE LINE.
 LG1249'THIS STATION TO BE USED AS SACS.
 LG1249
 LG1249                          STATION RECOVERY (1997)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .  THE
 LG1249'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 LG1249'KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL AIRPORT NEAR THE
 LG1249'NORTHWEST SIDE OF THE AIRPORT.  OWNERSHIP--THE STATION IS NEAR THE
 LG1249'EASTERLY COUNTY ROAD 2400 RIGHT OF WAY LINE.  AIRPORT MANAGER IS
 LG1249'SILVERHAWK AVIATION, PHONE 402-826-4400, FBO PHONE 402-475-8600. TO
 LG1249'REACH THE STATION FROM THE EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND
 LG1249'103 NORTH WHICH IS 19.8 KM (12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT
 LG1249'388) AND ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM CRETE, GO SOUTH ON
 LG1249'PAVED THEN GRAVEL ROAD 2400 FOR 2.6 KM (1.60 MI) PASSING PAVED ROAD F
 LG1249'AT 1.4 MI (2.3 KM) TO THE STATION ON LEFT. THE MARK IS A CGS REFERENCE
 LG1249'MARK DISK IN A PRECAST 10 IN SQUARED CONCRETE POST.  THE STATION HAS D
 LG1249'STABILITY AND IS UNSUITABLE AS A SACS.  THE CONCRETE POST AND DISK
 LG1249'WERE ORIGINALLY REFERENCE MARK 1, WHICH WAS FOUND DISTURBED AND RESET
 LG1249'IN 1976 BY NGS (CLN) .  THE MUTILATED STAMPING OF -1- IS VISIBLE TO
 LG1249'THE RIGHT OF THE -3-.  THE POST WAS FOUND UNSTABLE IN THE HORIZONTAL
 LG1249'DIMENSION, MOVABLE WITH LIGHT FOOT PRESSURE.  THE SOIL SURROUNDING THE
 LG1249'STATION WAS COMPACTED WITH A 4X4 TIMBER TO INCREASE LATERAL STABILITY
 LG1249'BEFORE OBSERVING TO THE MARK.  THE MARK LEANS TO THE NORTHEAST. THE
 LG1249'STATION IS LOCATED 25.1 M (82.3 FT) SOUTH FROM CRETE RM 2, 6.5 M (21.3
 LG1249'FT) WEST FROM CRETE RESET UNDERGROUND MARK, 14.8 M (48.6 FT) SOUTH
 LG1249'FROM A USCE (COE) METAL WITNESS POST, ABOUT 10 M (32.8 FT) EAST FROM
 LG1249'THE GRAVEL ROAD CENTER, 0.6 M (2.0 FT) EAST FROM A FIBERGLASS NGS
 LG1249'WITNESS POST, 0.5 M (1.6 FT) NORTH FROM A METAL NGS WITNESS POST, AND
 LG1249'16 CM (6 IN) WEST FROM A BARBED WIRE FENCE.  THE MARK PROJECTS 25 CM
 LG1249'(10 IN) ABOVE THE GROUND, 0.9 M (3.0 FT) ABOVE THE DITCH CENTER, AND
 LG1249'0.8 M (2.6 FT) ABOVE THE GRAVEL ROAD CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1753 ***********************************************************************
 NM1753  DESIGNATION -  CROFTON MUNICIPAL STANDPIPE
 NM1753  PID         -  NM1753
 NM1753  STATE/COUNTY-  NE/KNOX
 NM1753  COUNTRY     -  US
 NM1753  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1753
 NM1753                         *CURRENT SURVEY CONTROL
 NM1753  ______________________________________________________________________
 NM1753* NAD 83(1995) POSITION- 42 43 54.79096(N) 097 29 59.86692(W)   ADJUSTED
 NM1753  ______________________________________________________________________
 NM1753  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 NM1753  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 NM1753  HORZ ORDER      -  THIRD
 NM1753
 NM1753.The horizontal coordinates were established by classical geodetic methods
 NM1753.and adjusted by the National Geodetic Survey in August 1997.
 NM1753
 NM1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1753.GEOID18 height accuracy estimate available here.
 NM1753
 NM1753.Click photographs - Photos may exist for this station.
 NM1753
 NM1753.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1753
 NM1753. The following values were computed from the NAD 83(1995) position.
 NM1753
 NM1753;                    North         East     Units Scale Factor Converg.
 NM1753;SPC NE       -   324,797.777   704,688.114   MT  0.99988811   +1 39 24.4
 NM1753;SPC NE       - 1,065,607.37  2,311,964.25   sFT  0.99988811   +1 39 24.4
 NM1753;UTM  14      - 4,732,132.828   622,796.938   MT  0.99978552   +1 01 04.8
 NM1753
 NM1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2279632132(NAD 83)
 NM1753
 NM1753                          SUPERSEDED SURVEY CONTROL
 NM1753
 NM1753  NAD 83(1986)-  42 43 54.79877(N)    097 29 59.85989(W) AD(       ) 3
 NM1753  NAD 27      -  42 43 54.79600(N)    097 29 58.65300(W) AD(       ) 3
 NM1753
 NM1753.Superseded values are not recommended for survey control.
 NM1753
 NM1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1753.See file dsdata.pdf to determine how the superseded data were derived.
 NM1753
 NM1753_MARKER: 52 = STANDPIPE TANK
 NM1753
 NM1753  HISTORY     - Date     Condition        Report By
 NM1753  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1753
 NM1753                          STATION DESCRIPTION
 NM1753
 NM1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1753'STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF CROFTON
 NM1753'JUST SOUTH OF THE CROFTON CONGREGATIONAL CHURCH.  STATION
 NM1753'IS ABOUT 120 FEET HIGH AND IS SILVER IN COLOR.
 NM1753'
 NM1753'TO REACH FROM THE POST OFFICE IN CROFTON GO NORTH FOR 0.05
 NM1753'MILE TO CROSS STREET.  TURN LEFT AND GO WEST FOR 0.2 MILE
 NM1753'TO CHURCH ON LEFT AND STATION IN REAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1232 ***********************************************************************
 MJ1232  DESIGNATION -  CROOK
 MJ1232  PID         -  MJ1232
 MJ1232  STATE/COUNTY-  NE/SARPY
 MJ1232  COUNTRY     -  US
 MJ1232  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1232
 MJ1232                         *CURRENT SURVEY CONTROL
 MJ1232  ______________________________________________________________________
 MJ1232* NAD 83(1995) POSITION- 41 08 04.92615(N) 095 54 37.86201(W)   ADJUSTED
 MJ1232* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 MJ1232  ______________________________________________________________________
 MJ1232  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 MJ1232  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 MJ1232  HORZ ORDER      -  SECOND
 MJ1232
 MJ1232.The horizontal coordinates were established by classical geodetic methods
 MJ1232.and adjusted by the National Geodetic Survey in August 1997.
 MJ1232
 MJ1232.The orthometric height was scaled from a topographic map.
 MJ1232
 MJ1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1232.GEOID18 height accuracy estimate available here.
 MJ1232
 MJ1232.Click photographs - Photos may exist for this station.
 MJ1232
 MJ1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1232
 MJ1232. The following values were computed from the NAD 83(1995) position.
 MJ1232
 MJ1232;                    North         East     Units Scale Factor Converg.
 MJ1232;SPC NE       -   152,602.101   843,129.910   MT  0.99967945   +2 42 36.3
 MJ1232;SPC NE       -   500,662.06  2,766,168.71   sFT  0.99967945   +2 42 36.3
 MJ1232;UTM  15      - 4,557,794.034   255,705.738   MT  1.00033456   -1 54 56.1
 MJ1232
 MJ1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1232!SPC NE       -   0.99994810  x   0.99967945  =   0.99962757
 MJ1232!UTM  15      -   0.99994810  x   1.00033456  =   1.00028264
 MJ1232
 MJ1232:                Primary Azimuth Mark                     Grid Az
 MJ1232:SPC NE       -  CROOK AZ MK                              165 26 44.0
 MJ1232:UTM  15      -  CROOK AZ MK                              170 04 16.4
 MJ1232
 MJ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5570557794(NAD 83)
 MJ1232
 MJ1232|---------------------------------------------------------------------|
 MJ1232| PID    Reference Object                     Distance      Geod. Az  |
 MJ1232|                                                           dddmmss.s |
 MJ1232| CL6323 CROOK RM 1                           31.169 METERS 02521     |
 MJ1232| CL6322 CROOK AZ MK                                        1680920.3 |
 MJ1232| MJ1227 OFFUTT FIELD AIRWAY BCN 332         471.839 METERS 2423142.1 |
 MJ1232| MK1991 RADIO STA KFAB EAST TOWER           APPROX. 7.8 KM 2572712.6 |
 MJ1232| MJ1235 CROOK 2 RESET                        32.888 METERS 25746     |
 MJ1232| MK1993 RADIO STA KFAB CENTER TOWER         APPROX. 7.9 KM 2574602.4 |
 MJ1232| MK1992 RADIO STA KFAB WEST TOWER           APPROX. 7.9 KM 2580426.4 |
 MJ1232| CL6324 CROOK RM 2                           31.675 METERS 33201     |
 MJ1232|---------------------------------------------------------------------|
 MJ1232
 MJ1232                          SUPERSEDED SURVEY CONTROL
 MJ1232
 MJ1232  NAD 83(1986)-  41 08 04.93462(N)    095 54 37.86085(W) AD(       ) 2
 MJ1232  NAD 27      -  41 08 04.93700(N)    095 54 36.81300(W) AD(       ) 2
 MJ1232
 MJ1232.Superseded values are not recommended for survey control.
 MJ1232
 MJ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1232.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1232
 MJ1232_MARKER: DS = TRIANGULATION STATION DISK
 MJ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1232_STAMPING: CROOK 1947
 MJ1232_MARK LOGO: CGS
 MJ1232_PROJECTION: RECESSED 20 CENTIMETERS
 MJ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1232+STABILITY: SURFACE MOTION
 MJ1232
 MJ1232  HISTORY     - Date     Condition        Report By
 MJ1232  HISTORY     - 1947     MONUMENTED       CGS
 MJ1232  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MJ1232  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MJ1232
 MJ1232                          STATION DESCRIPTION
 MJ1232
 MJ1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1232'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF BELLEVUE, AT
 MJ1232'THE NORTH END OF FORT CROOK AIR BASE, AND ABOUT 1/2 MILE
 MJ1232'NORTHEAST OF AN AIRWAY BEACON.  IT IS ON THE TOP OF A HIGH
 MJ1232'ROUND KNOLL WHICH IS UNDER CULTIVATION.  THE DISK IS STAMPED
 MJ1232'CROOK 1947 AND IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.
 MJ1232'
 MJ1232'REFERENCE MARK NO. 1 IS 102.26 FEET NORTH-NORTHEAST OF THE
 MJ1232'STATION, 2.3 FEET EAST OF A WITNESS POST, AND 6 INCHES SOUTH
 MJ1232'OF AN EAST-WEST FENCE LINE.  THE DISK IS STAMPED CROOK NO 1
 MJ1232'1947 AND PROJECTS 2 INCHES.
 MJ1232'
 MJ1232'REFERENCE MARK NO. 2 IS 103.92 FEET NORTH-NORTHWEST OF THE
 MJ1232'STATION, 1.5 FEET EAST OF A FENCE POST, AND 6 INCHES SOUTH
 MJ1232'OF THE FENCE LINE.  THE DISK IS STAMPED CROOK NO 2 1947 AND
 MJ1232'PROJECTS 2 INCHES.
 MJ1232'
 MJ1232'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH-SOUTHEAST
 MJ1232'OF THE STATION, 40 FEET WEST OF A NORTH-SOUTH FENCE LINE, 35
 MJ1232'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 2.5 FEET
 MJ1232'NORTH OF THE NORTHWEST CORNER OF A 3 STORY GUARD HOUSE.
 MJ1232'
 MJ1232'THE AZIMUTH MARK DISK IS STAMPED CROOK 1947 AND IS SET IN A
 MJ1232'DRILL HOLE IN THE CONCRETE WALK WHICH SURROUNDS THE GUARD
 MJ1232'HOUSE.  TO REACH FROM THE NORTH ENTRANCE GATE TO THE FIELD,
 MJ1232'DRIVE SOUTH EAST TO THE AIR STRIPS AND THEN FOLLOW THE ROAD,
 MJ1232'NORTH, WEST AND THEN SOUTH, AROUND THE AIR STRIPS TO THE GUARD
 MJ1232'HOUSE AT THE WEST EDGE OF THE FIELD AND THE MARK AS DESCRIBED.
 MJ1232'
 MJ1232'TO REACH THE STATION FROM THE NORTH ENTRANCE GATE TO THE
 MJ1232'AIRFIELD, GO EAST ON STATE ROUTE 31 FOR 0.4 MILE TO A SIDE
 MJ1232'ROAD LEFT, JUST BEFORE REACHING THE POST CEMETARY.  TURN LEFT
 MJ1232'AND GO 0.05 MILE TO A CONCRETE HOUSE ON THE RIGHT.  HERE TURN
 MJ1232'RIGHT AND GO TO THE TOP OF THE KNOLL AND THE STATION AS
 MJ1232'DESCRIBED.
 MJ1232'
 MJ1232'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1232
 MJ1232                          STATION RECOVERY (1958)
 MJ1232
 MJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MJ1232'A NEW TO REACH FOR THIS STATION HAS BEEN SUBMITTED BY MR.
 MJ1232'FLOYD HEATH, TOPEKA ENGINEER, DUE TO NEW CONSTRUCTION AND
 MJ1232'IMPROVEMENT AROUND THE STATION.  HE RECOVERED THE STATION MARK
 MJ1232'AND REFERENCE MARK NO. 1.  BUT WAS UNABLE TO FIND REFERENCE
 MJ1232'MARK NO. 2.
 MJ1232'
 MJ1232'TO REACH THE STATION FROM THE BELLEVUE POST OFFICE, GO NORTH
 MJ1232'ON JEFFERSON STREET TO MISSION STREET.  TURN LEFT AND GO
 MJ1232'WEST ON MISSION STREET FOR 9 BLOCKS TO FORT CROOK ROAD.  CONTINUE
 MJ1232'WEST ON MISSION STREET TO THE BELLEARIE SCHOOL.  TURN LEFT AND
 MJ1232'GO SOUTH THROUGH GATE TO OFFUTT AIR FORCE BASE.  AFTER PASSING
 MJ1232'THROUGH GATE, GO SOUTHWEST FOR ABOUT 200 FEET TO THE ENTRANCE
 MJ1232'TO BUILDING 431 ON THE LEFT.  TURN LEFT OR SOUTH TO BUILDING
 MJ1232'431 AND THE STATION WHICH IS 86.96 FEET SOUTH-SOUTHWEST OF THE
 MJ1232'SOUTH CORNER OF BUILDING 431.
 MJ1232
 MJ1232                          STATION RECOVERY (1964)
 MJ1232
 MJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MJ1232'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MJ1232'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS NOT
 MJ1232'RECOVERED AND IS PROBABLY LOST, OR DESTROYED.  THE STATION
 MJ1232'AND BOTH REFERENCE MARKS WERE MOVED FROM THE TOP OF THE KNOLL
 MJ1232'BECAUSE THE FAA ARE CONSTRUCTING A NEW RAPCON BUILDING ATOP
 MJ1232'THE KNOLL.  FOR DETAILS, SEE THE DESCRIPTION OF CROOK 2 1964.
 MJ1232'THE TOP OF THE HILL WAS LEVELED OFF, SO THE SURFACE AND
 MJ1232'UNDERGROUND STATION MARKS FOR THIS STATION WERE BOTH
 MJ1232'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1235 ***********************************************************************
 MJ1235  DESIGNATION -  CROOK 2 RESET
 MJ1235  PID         -  MJ1235
 MJ1235  STATE/COUNTY-  NE/SARPY
 MJ1235  COUNTRY     -  US
 MJ1235  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1235
 MJ1235                         *CURRENT SURVEY CONTROL
 MJ1235  ______________________________________________________________________
 MJ1235* NAD 83(1995) POSITION- 41 08 04.70022(N) 095 54 39.24008(W)   NO CHECK
 MJ1235* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 MJ1235  ______________________________________________________________________
 MJ1235  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 MJ1235  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 MJ1235  HORZ ORDER      -  THIRD
 MJ1235
 MJ1235.The horizontal coordinates were established by classical geodetic methods
 MJ1235.and adjusted by the National Geodetic Survey in August 1997.
 MJ1235
 MJ1235.No horizontal observational check was made to the station.
 MJ1235
 MJ1235.The orthometric height was scaled from a topographic map.
 MJ1235
 MJ1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1235.GEOID18 height accuracy estimate available here.
 MJ1235
 MJ1235.Click photographs - Photos may exist for this station.
 MJ1235
 MJ1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1235
 MJ1235. The following values were computed from the NAD 83(1995) position.
 MJ1235
 MJ1235;                    North         East     Units Scale Factor Converg.
 MJ1235;SPC NE       -   152,593.622   843,098.145   MT  0.99967946   +2 42 35.4
 MJ1235;SPC NE       -   500,634.24  2,766,064.50   sFT  0.99967946   +2 42 35.4
 MJ1235;UTM  15      - 4,557,788.141   255,673.371   MT  1.00033476   -1 54 57.0
 MJ1235
 MJ1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1235!SPC NE       -   0.99994810  x   0.99967946  =   0.99962758
 MJ1235!UTM  15      -   0.99994810  x   1.00033476  =   1.00028284
 MJ1235
 MJ1235:                Primary Azimuth Mark                     Grid Az
 MJ1235:SPC NE       -  CROOK 2 AZ MK                            206 19 56.0
 MJ1235:UTM  15      -  CROOK 2 AZ MK                            210 57 28.4
 MJ1235
 MJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5567357788(NAD 83)
 MJ1235
 MJ1235|---------------------------------------------------------------------|
 MJ1235| PID    Reference Object                     Distance      Geod. Az  |
 MJ1235|                                                           dddmmss.s |
 MJ1235| MJ1232 CROOK                                32.888 METERS 07746     |
 MJ1235| CL6325 CROOK 2 AZ MK                                      2090231.4 |
 MJ1235| MJ1227 OFFUTT FIELD AIRWAY BCN 332         440.199 METERS 2412412.2 |
 MJ1235| MK1991 RADIO STA KFAB EAST TOWER           APPROX. 7.7 KM 2572707.4 |
 MJ1235| MK1993 RADIO STA KFAB CENTER TOWER         APPROX. 7.8 KM 2574602.0 |
 MJ1235| MK1992 RADIO STA KFAB WEST TOWER           APPROX. 7.9 KM 2580430.7 |
 MJ1235| CL6327 CROOK 2 RM 4                         13.024 METERS 28159     |
 MJ1235| CL6326 CROOK 2 RM 3                         34.973 METERS 35112     |
 MJ1235|---------------------------------------------------------------------|
 MJ1235
 MJ1235                          SUPERSEDED SURVEY CONTROL
 MJ1235
 MJ1235  NAD 83(1986)-  41 08 04.70868(N)    095 54 39.23892(W) AD(       ) 3
 MJ1235  NAD 27      -  41 08 04.71100(N)    095 54 38.19100(W) AD(       ) 3
 MJ1235
 MJ1235.Superseded values are not recommended for survey control.
 MJ1235
 MJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1235.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1235
 MJ1235_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1235_STAMPING: CROOK 2 1964 1977
 MJ1235_MARK LOGO: NGS
 MJ1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1235+STABILITY: SURFACE MOTION
 MJ1235
 MJ1235  HISTORY     - Date     Condition        Report By
 MJ1235  HISTORY     - 1977     MONUMENTED       NGS
 MJ1235  HISTORY     - 1984     SEE DESCRIPTION  LOCENG
 MJ1235  HISTORY     - 1996     SEE DESCRIPTION  NGS
 MJ1235  HISTORY     - 19991026 SEE DESCRIPTION  LOCENG
 MJ1235
 MJ1235                          STATION DESCRIPTION
 MJ1235
 MJ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1235'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 MJ1235'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 MJ1235'28 INCHES BELOW THE GROUND SURFACE, A HOLE 2 FEET DEEP FROM TOP OF
 MJ1235'MARK WAS DUG FOR A CHECK TO SEE IF THIS WAS THE SUBSURFACE MARK AND
 MJ1235'THE CONCRETE POST STILL WENT DEEPER, SO IT IS BELIEVED THIS WAS
 MJ1235'THE SURFACE STATION MARK.  DURING THE CONSTRUCTION OF THE NEW
 MJ1235'BUILDING AND LANDSCAPING AT THIS AREA THE STATION MARK COULD HAVE
 MJ1235'BEEN COVERED 28 INCHES BY DIRT.  THIS DATE A LEVEL TIE WAS MADE FROM
 MJ1235'THE TOP OF THE 1964 STATION MARK TO REFERENCE MARK 4 THEN FROM
 MJ1235'REFERENCE MARK 4 THEN FROM REFERENCE MARK 4 TO THE TOP OF THE 1977
 MJ1235'STATION MARK SET DIRECTLY ABOVE THE 1964 STATION MARK THIS DATE.
 MJ1235'A NEW AZIMUTH MARK WAS SET THIS DATE ALSO.  THE DISTANCE TO THE
 MJ1235'REFERENCE MARKS CHECKED THE 1964 DISTANCE.  THE DIRECTION TO
 MJ1235'REFERENCE MARK 3 MISSED THE 1964 DIRECTION 22 SECONDS.  THE
 MJ1235'DIRECTION TO REFERENCE MARK 4 MISSED THE 1964 DIRECTION 2 MINUTES
 MJ1235'AND 37 SECONDS.  THE DIRECTION TO THE BELLEVUE WATER TANK
 MJ1235'MISSED THE 1964 DIRECTION 2.1 SECONDS.  THE DIRECTION TO THE
 MJ1235'BEACON MISSED THE 1964 DIRECTION 30.8 SECONDS.  THE 1964
 MJ1235'DESCRIPTION DID NOT STATE THE POINT INTERSECTED ON THE BEACON,
 MJ1235'THIS DATE THE SHAFT SUPPORTING THE BEACON WAS THE POINT
 MJ1235'INTERSECTED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1235'
 MJ1235'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF BELLEVUE AND ON THE
 MJ1235'NORTH EDGE OF OFFUTT AIR FORCE BASE AND ON THE WEST SLOPE OF A HIGH
 MJ1235'KNOLL WHICH IS OCCUPIED BY A LARGE METAL AND BRICK BUILDING FOR THE
 MJ1235'FAA RAPCON.
 MJ1235'
 MJ1235'TO REACH THE STATION FROM BELLEVUE, NORTH ENTRANCE INTO OFFUTT AFB,
 MJ1235'PASS THROUGH THE GUARD GATE ENTRANCE, GO SOUTHWEST TO THE FIRST ROAD
 MJ1235'TO THE RIGHT, BEAR RIGHT AND GO WESTERLY, NORTH AND EASTERLY ON
 MJ1235'PAVED STREET THROUGH HOUSING AREA, KEEPING RIGHT FORKS TO TOP OF
 MJ1235'HILL AND A GATE IN A TALL CHAIN-LINK FENCE AROUND THE FAA RAPCON
 MJ1235'SITE, LEAVE THE ROAD GO SOUTHERLY ON SLOPE OF HILL ALONG WEST
 MJ1235'SIDE OF THE FENCE TO A POINT JUST WEST OF THE BUILDING MENTIONED
 MJ1235'ABOVE AND THE STATION AS DESCRIBED.
 MJ1235'
 MJ1235'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CROOK 2 1964
 MJ1235'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 MJ1235'WITH THE GROUND SURFACE.  IT IS 94 FEET NORTH-NORTHWEST OF THE
 MJ1235'SOUTHWEST CORNER OF THE CHAIN-LINK FENCE, 42.5 FEET EAST OF A
 MJ1235'TELEPHONE POLE AND 16 FEET WEST OF THE FENCE.
 MJ1235'
 MJ1235'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED CROOK 2 1964,
 MJ1235'SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT THAT IS 28
 MJ1235'INCHES BELOW THE GROUND SURFACE.
 MJ1235'
 MJ1235'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CROOK 2 NO 3 1964, SET
 MJ1235'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MJ1235'GROUND SURFACE.  IT IS 33 FEET WEST OF THE WEST SIDE OF THE
 MJ1235'CHAIN-LINK FENCE AND FROM POINT OF NORTH END OF PARKING GUARD RAIL
 MJ1235'INSIDE THE FENCED AREA.
 MJ1235'
 MJ1235'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CROOK 2 NO 4 1964, SET
 MJ1235'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MJ1235'GROUND SURFACE.  IT IS 44 FEET WEST OF THE WEST SIDE OF THE
 MJ1235'CHAIN-LINK FENCE AND 2 FEET SOUTHWEST OF THE TELEPHONE POLE.
 MJ1235'
 MJ1235'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROOK 2 1964 1977,
 MJ1235'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF CONCRETE
 MJ1235'FOUNDATION 4 FEET BY 4 FEET WITH AN IRON MANHOLE COVER 2 FEET IN
 MJ1235'DIAMETER IN THE CENTER.  IT IS 6.8 FEET NORTH OF THE NORTHWEST
 MJ1235'CORNER OF LARGE SERVICE BUILDING, ABOUT 100 FEET BY 400 FEET WITH
 MJ1235'CONTROL TOWER AT THE NORTHEAST CORNER AND AT SOUTH SIDE OF MAIN
 MJ1235'EAST-WEST RUNWAY (WEST PART OF THIS BUILDING IS KNOWN AS
 MJ1235'BUILDING NUMBER 1) AND 10 FEET NORTHWEST OF A WATER HYDRANT.
 MJ1235'
 MJ1235'TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE ROADS THROUGH
 MJ1235'HOUSING AREAS AND AROUND WEST END OF AIR STRIP TO OPERATION CENTER
 MJ1235'BUILDING, GET PASS, THEN GO THROUGH GATE TO NORTHWEST CORNER OF
 MJ1235'SERVICE BUILDING NUMBER 1 AND THE AZIMUTH MARK AS DESCRIBED.
 MJ1235'
 MJ1235'NOTE--REBAR PLACED IN THE STATION MARK CONCRETE MONUMENT.
 MJ1235'
 MJ1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST EDGE OF
 MJ1235'BELLEVUE.
 MJ1235
 MJ1235                          STATION RECOVERY (1984)
 MJ1235
 MJ1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WW)
 MJ1235'CONCRETE MONUMENT RECOVERED BRASS DISK BROKEN OUT.
 MJ1235'
 MJ1235'APPARENT ERROR IN NORTH COORDINATES OF 1000 FEET BETWEEN VOIDA 1947
 MJ1235'AZ MK NO. 2 AND CROOK 2 (ERROR IS AT VOIDA AZ MK).
 MJ1235
 MJ1235                          STATION RECOVERY (1996)
 MJ1235
 MJ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 MJ1235'STATE ADVISOR FOR NEBRASKA REPORTED THAT A LOCAL FIRM RECOVERED
 MJ1235'THIS MARK.  IT IS NOT KNOWN WHETHER THE SURFACE MARK OR THE
 MJ1235'UNDERGROUND MARK WAS RECOVERED.
 MJ1235
 MJ1235                          STATION RECOVERY (1999)
 MJ1235
 MJ1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (SS)
 MJ1235'THE MARK WAS RECOVERED THAT WILL BE DESTROYED BY A NEW HOUSING
 MJ1235'DEVELOPMENT FOR OFFUTT AIRFORCE BASE IN NOVEMBER 1999.  (NOTE-THIS
 MJ1235'PROBABLY THE ORIGINAL CROOK 2 SURFACE MARK SINCE IT IS RECESSED ABOUT
 MJ1235'2.5 FEET (0.8 M) BELOW THE GROUND SURFACE.  IN THAT CASE THE RESET
 MJ1235'MARK IS DESTROYED, AS CROOK 2 WILL BE.  IN ANY CASE NO MARKS WILL
 MJ1235'SURVIVE THE GRADE CUT THAT IS TO TAKE PLACE) .
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0140 ***********************************************************************
 NO0140  DESIGNATION -  CROOKSTON
 NO0140  PID         -  NO0140
 NO0140  STATE/COUNTY-  NE/CHERRY
 NO0140  COUNTRY     -  US
 NO0140  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0140
 NO0140                         *CURRENT SURVEY CONTROL
 NO0140  ______________________________________________________________________
 NO0140* NAD 83(1995) POSITION- 42 55 57.96366(N) 100 45 08.41950(W)   ADJUSTED
 NO0140* NAVD 88 ORTHO HEIGHT -   851.078 (meters)     2792.25  (feet) ADJUSTED
 NO0140  ______________________________________________________________________
 NO0140  GEOID HEIGHT    -        -21.501 (meters)                     GEOID18
 NO0140  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC18
 NO0140  DYNAMIC HEIGHT  -        850.737 (meters)     2791.13  (feet) COMP
 NO0140  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 NO0140
 NO0140  HORZ ORDER      -  THIRD
 NO0140  VERT ORDER      -  FIRST     CLASS II
 NO0140
 NO0140.The horizontal coordinates were established by classical geodetic methods
 NO0140.and adjusted by the National Geodetic Survey in August 1997.
 NO0140
 NO0140.The orthometric height was determined by differential leveling and
 NO0140.adjusted by the NATIONAL GEODETIC SURVEY
 NO0140.in June 1991.
 NO0140
 NO0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0140.GEOID18 height accuracy estimate available here.
 NO0140
 NO0140.Click photographs - Photos may exist for this station.
 NO0140
 NO0140.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0140
 NO0140.The dynamic height is computed by dividing the NAVD 88
 NO0140.geopotential number by the normal gravity value computed on the
 NO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0140.degrees latitude (g = 980.6199 gals.).
 NO0140
 NO0140.The modeled gravity was interpolated from observed gravity values.
 NO0140
 NO0140. The following values were computed from the NAD 83(1995) position.
 NO0140
 NO0140;                    North         East     Units Scale Factor Converg.
 NO0140;SPC NE       -   344,419.567   438,589.353   MT  0.99996985   -0 29 54.9
 NO0140;SPC NE       - 1,129,983.20  1,438,938.57   sFT  0.99996985   -0 29 54.9
 NO0140;SPC SD S     -    66,678.649   565,797.565   MT  0.99997794   -0 17 20.6
 NO0140;SPC SD S     -   218,761.53  1,856,287.51   sFT  0.99997794   -0 17 20.6
 NO0140;UTM  14      - 4,754,838.408   357,012.480   MT  0.99985153   -1 11 37.6
 NO0140
 NO0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0140!SPC NE       -   0.99986992  x   0.99996985  =   0.99983977
 NO0140!SPC SD S     -   0.99986992  x   0.99997794  =   0.99984786
 NO0140!UTM  14      -   0.99986992  x   0.99985153  =   0.99972147
 NO0140
 NO0140:                Primary Azimuth Mark                     Grid Az
 NO0140:SPC NE       -  S 1                                      187 00 46.7
 NO0140:SPC SD S     -  S 1                                      186 48 12.4
 NO0140:UTM  14      -  S 1                                      187 42 29.4
 NO0140
 NO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5701254838(NAD 83)
 NO0140
 NO0140|---------------------------------------------------------------------|
 NO0140| PID    Reference Object                     Distance      Geod. Az  |
 NO0140|                                                           dddmmss.s |
 NO0140| NO0142 CROOKSTON RM 1                       35.093 METERS 17950     |
 NO0140| NO0139 S 1                                                1863051.8 |
 NO0140| NO0141 CROOKSTON RM 2                       10.051 METERS 28721     |
 NO0140|---------------------------------------------------------------------|
 NO0140
 NO0140                          SUPERSEDED SURVEY CONTROL
 NO0140
 NO0140  NAD 83(1986)-  42 55 57.96313(N)    100 45 08.43078(W) AD(       ) 3
 NO0140  NAD 27      -  42 55 57.94000(N)    100 45 06.92500(W) AD(       ) 3
 NO0140  NGVD 29 (??/??/92)  850.771  (m)         2791.24   (f) ADJ UNCH    1 2
 NO0140  NGVD 29             850.77   (m)         2791.2    (f) LEVELING    3  
 NO0140
 NO0140.Superseded values are not recommended for survey control.
 NO0140
 NO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0140.See file dsdata.pdf to determine how the superseded data were derived.
 NO0140
 NO0140_MARKER: DS = TRIANGULATION STATION DISK
 NO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0140_STAMPING: CROOKSTON 1949
 NO0140_MARK LOGO: CGS
 NO0140_PROJECTION: FLUSH
 NO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0140+STABILITY: SURFACE MOTION
 NO0140
 NO0140  HISTORY     - Date     Condition        Report By
 NO0140  HISTORY     - 1949     MONUMENTED       CGS
 NO0140  HISTORY     - 1957     GOOD             CGS
 NO0140
 NO0140                          STATION DESCRIPTION
 NO0140
 NO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0140'THE STATION IS LOCATED ABOUT 0.35 MILE NORTH OF THE CENTER OF
 NO0140'CROOKSTON AT THE FARM HOME OF CLARA GREER.  IT IS 59 FEET SOUTH
 NO0140'OF WINDMILL, 26 FEET SOUTH OF THE SOUTH END OF GATE, 4.5 FEET
 NO0140'NORTHEAST OF WITNESS POST AND 3 FEET EAST OF NORTH-SOUTH FENCE
 NO0140'LINE.  IT IS STAMPED CROOKSTON 1949 AND SET FLUSH WITH THE
 NO0140'SURFACE OF THE GROUND.
 NO0140'
 NO0140'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 60 FEET SOUTHEAST
 NO0140'OF THE SOUTHEAST CORNER OF BARN, 30 FEET NORTH OF CATTLE
 NO0140'LOADING CHUTES AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT
 NO0140'IS STAMPED CROOKSTON NO 1 1949 AND PROJECTS 1 INCH.
 NO0140'
 NO0140'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IN
 NO0140'PASTURE SOUTHWEST OF THE HOUSE, 29 FEET WEST OF NORTH-SOUTH FENCE
 NO0140'LINE.  IT IS STAMPED CROOKSTON NO 2 1949 AND SET FLUSH WITH
 NO0140'THE SURFACE OF THE GROUND.
 NO0140'
 NO0140'BM S1 (USGS) WAS USED AS AN AZIMUTH MARK AND IS SOUTH OF THE
 NO0140'STATION, 52 FEET WEST OF NORTH-SOUTH STREET, 39 FEET SOUTH OF THE
 NO0140'SOUTH RAIL OF RAILROAD TRACKS, 6 FEET WEST-NORTHWEST OF
 NO0140'TELEPHONE POLE AND 2 FEET WEST-NORTHWEST OF WITNESS POST.  IT
 NO0140'IS A STANDARD USGS BENCH MARK DISK, STAMPED S1 1947 2674, SET
 NO0140'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 NO0140'
 NO0140'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH END OF
 NO0140'MAIN STREET AND U.S. HIGHWAY 20 IN CROOKSTON, GO NORTH ON
 NO0140'MAIN STREET FOR 0.05 MILE TO THE AZIMUTH MARK JUST SOUTH
 NO0140'OF RAILROAD TRACKS AS DESCRIBED, CONTINUE NORTH ON MAIN STREET
 NO0140'FOR 0.5 MILE TO DRIVEWAY ON THE LEFT, TURN LEFT INTO DRIVEWAY
 NO0140'AND GO WEST FOR 0.05 MILE TO WINDMILL AND GATE INTO PASTURE
 NO0140'WITH STATION JUST SOUTH AS DESCRIBED.
 NO0140'
 NO0140'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0140
 NO0140                          STATION RECOVERY (1957)
 NO0140
 NO0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NO0140'0.3 MI N FROM CROOKSTON.
 NO0140'ABOUT 0.3 MILE NORTH ALONG A DIRT STREET FROM THE POST OFFICE
 NO0140'AT CROOKSTON, IN SECTION 8, T. 34 N., R. 29 W., AT A RANCH HOME
 NO0140'ON THE CREST OF A HILL, 249 FEET WEST OF THE CENTER LINE OF THE
 NO0140'ROAD, 95 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 NO0140'49 FEET SOUTH OF THE SOUTHWEST LEG OF A WINDMILL, 4 FEET EAST OF A
 NO0140'FENCE LINE, 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND IN
 NO0140'THE TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 NO0140'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0142 ***********************************************************************
 NO0142  DESIGNATION -  CROOKSTON RM 1
 NO0142  PID         -  NO0142
 NO0142  STATE/COUNTY-  NE/CHERRY
 NO0142  COUNTRY     -  US
 NO0142  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0142
 NO0142                         *CURRENT SURVEY CONTROL
 NO0142  ______________________________________________________________________
 NO0142* NAD 83(1986) POSITION- 42 55 56.83   (N) 100 45 08.41   (W)   HD_HELD1
 NO0142* NAVD 88 ORTHO HEIGHT -   848.013 (meters)     2782.19  (feet) ADJUSTED
 NO0142  ______________________________________________________________________
 NO0142  GEOID HEIGHT    -        -21.500 (meters)                     GEOID18
 NO0142  DYNAMIC HEIGHT  -        847.674 (meters)     2781.08  (feet) COMP
 NO0142  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 NO0142
 NO0142  VERT ORDER      -  FIRST     CLASS II
 NO0142
 NO0142.The horizontal coordinates were determined by differentially corrected
 NO0142.hand held GPS observations or other comparable positioning techniques
 NO0142.and have an estimated accuracy of +/- 3 meters.
 NO0142
 NO0142.The orthometric height was determined by differential leveling and
 NO0142.adjusted by the NATIONAL GEODETIC SURVEY
 NO0142.in June 1991.
 NO0142
 NO0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0142.GEOID18 height accuracy estimate available here.
 NO0142
 NO0142.Click photographs - Photos may exist for this station.
 NO0142
 NO0142.The dynamic height is computed by dividing the NAVD 88
 NO0142.geopotential number by the normal gravity value computed on the
 NO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0142.degrees latitude (g = 980.6199 gals.).
 NO0142
 NO0142.The modeled gravity was interpolated from observed gravity values.
 NO0142
 NO0142;                    North         East    Units  Estimated Accuracy
 NO0142;SPC NE       -   344,384.6     438,589.3     MT  (+/- 3 meters HH1 GPS) 
 NO0142
 NO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5701154803(NAD 83)
 NO0142
 NO0142                          SUPERSEDED SURVEY CONTROL
 NO0142
 NO0142  NGVD 29 (??/??/92)  847.707  (m)         2781.19   (f) ADJ UNCH    1 2
 NO0142
 NO0142.Superseded values are not recommended for survey control.
 NO0142
 NO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0142.See file dsdata.pdf to determine how the superseded data were derived.
 NO0142
 NO0142_MARKER: DR = REFERENCE MARK DISK
 NO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0142_STAMPING: CROOKSTON NO 1 1949
 NO0142_MARK LOGO: CGS
 NO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0142+STABILITY: SURFACE MOTION
 NO0142
 NO0142  HISTORY     - Date     Condition        Report By
 NO0142  HISTORY     - 1949     MONUMENTED       CGS
 NO0142  HISTORY     - 1957     GOOD             CGS
 NO0142
 NO0142                          STATION DESCRIPTION
 NO0142
 NO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0142'0.3 MI N FROM CROOKSTON.
 NO0142'ABOUT 0.3 MILE NORTH ALONG A DIRT STREET FROM THE POST OFFICE AT
 NO0142'CROOKSTON, AT A RANCH HOUSE ON THE CREST OF A HILL, IN SECTION
 NO0142'8, T. 34 N., R. 29 W., 115.2 FEET SOUTH OF THE STATION MARK, 50
 NO0142'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BARN, 31
 NO0142'FEET NORTH OF THE NORTHWEST CORNER OF A CATTLE LOADING CHUTE,
 NO0142'1/2 FOOT EAST OF A FENCE LINE AND IN THE TOP OF A CONCRETE POST
 NO0142'WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0141 ***********************************************************************
 NO0141  DESIGNATION -  CROOKSTON RM 2
 NO0141  PID         -  NO0141
 NO0141  STATE/COUNTY-  NE/CHERRY
 NO0141  COUNTRY     -  US
 NO0141  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0141
 NO0141                         *CURRENT SURVEY CONTROL
 NO0141  ______________________________________________________________________
 NO0141* NAD 83(1986) POSITION- 42 55 58.06   (N) 100 45 08.84   (W)   HD_HELD1
 NO0141* NAVD 88 ORTHO HEIGHT -   851.211 (meters)     2792.68  (feet) ADJUSTED
 NO0141  ______________________________________________________________________
 NO0141  GEOID HEIGHT    -        -21.501 (meters)                     GEOID18
 NO0141  DYNAMIC HEIGHT  -        850.870 (meters)     2791.56  (feet) COMP
 NO0141  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 NO0141
 NO0141  VERT ORDER      -  FIRST     CLASS II
 NO0141
 NO0141.The horizontal coordinates were determined by differentially corrected
 NO0141.hand held GPS observations or other comparable positioning techniques
 NO0141.and have an estimated accuracy of +/- 3 meters.
 NO0141
 NO0141.The orthometric height was determined by differential leveling and
 NO0141.adjusted by the NATIONAL GEODETIC SURVEY
 NO0141.in June 1991.
 NO0141
 NO0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0141.GEOID18 height accuracy estimate available here.
 NO0141
 NO0141.Click photographs - Photos may exist for this station.
 NO0141
 NO0141.The dynamic height is computed by dividing the NAVD 88
 NO0141.geopotential number by the normal gravity value computed on the
 NO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0141.degrees latitude (g = 980.6199 gals.).
 NO0141
 NO0141.The modeled gravity was interpolated from observed gravity values.
 NO0141
 NO0141;                    North         East    Units  Estimated Accuracy
 NO0141;SPC NE       -   344,422.6     438,579.8     MT  (+/- 3 meters HH1 GPS) 
 NO0141
 NO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5700354841(NAD 83)
 NO0141
 NO0141                          SUPERSEDED SURVEY CONTROL
 NO0141
 NO0141  NGVD 29 (??/??/92)  850.904  (m)         2791.67   (f) ADJ UNCH    1 2
 NO0141
 NO0141.Superseded values are not recommended for survey control.
 NO0141
 NO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0141.See file dsdata.pdf to determine how the superseded data were derived.
 NO0141
 NO0141_MARKER: DR = REFERENCE MARK DISK
 NO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0141_STAMPING: CROOKSTON NO 2 1949
 NO0141_MARK LOGO: CGS
 NO0141_PROJECTION: FLUSH
 NO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0141+STABILITY: SURFACE MOTION
 NO0141
 NO0141  HISTORY     - Date     Condition        Report By
 NO0141  HISTORY     - 1949     MONUMENTED       CGS
 NO0141  HISTORY     - 1957     GOOD             CGS
 NO0141
 NO0141                          STATION DESCRIPTION
 NO0141
 NO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0141'0.3 MI N FROM CROOKSTON.
 NO0141'ABOUT 0.3 MILE NORTH ALONG A DIRT STREET FROM THE POST OFFICE AT
 NO0141'CROOKSTON, IN SECTION 8, T. 34 N., R. 29 W., AT A RANCH HOME
 NO0141'ON THE CREST OF A HILL, 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NO0141'OF THE HOUSE, 54 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A WINDMILL,
 NO0141'33 FEET WEST-NORTHWEST OF THE STATION MARK, 28 FEET WEST OF A
 NO0141'FENCE LINE, ABOUT LEVEL WITH THE STATION AND IN THE TOP OF A
 NO0141'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1145 ***********************************************************************
 LG1145  DESIGNATION -  CROSS AZ MK 2
 LG1145  PID         -  LG1145
 LG1145  STATE/COUNTY-  NE/LANCASTER
 LG1145  COUNTRY     -  US
 LG1145  USGS QUAD   -  BENNET (2017)
 LG1145
 LG1145                         *CURRENT SURVEY CONTROL
 LG1145  ______________________________________________________________________
 LG1145* NAD 83(1995) POSITION- 40 42 59.59256(N) 096 35 02.25001(W)   NO CHECK
 LG1145* NAVD 88 ORTHO HEIGHT -   442.086 (meters)     1450.41  (feet) ADJUSTED
 LG1145  ______________________________________________________________________
 LG1145  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 LG1145  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 LG1145  DYNAMIC HEIGHT  -        441.892 (meters)     1449.77  (feet) COMP
 LG1145  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 LG1145
 LG1145  HORZ ORDER      -  THIRD
 LG1145  VERT ORDER      -  FIRST     CLASS II
 LG1145
 LG1145.The horizontal coordinates were established by classical geodetic methods
 LG1145.and adjusted by the National Geodetic Survey in August 1997.
 LG1145
 LG1145.No horizontal observational check was made to the station.
 LG1145
 LG1145.The orthometric height was determined by differential leveling and
 LG1145.adjusted by the NATIONAL GEODETIC SURVEY
 LG1145.in May 1993.
 LG1145
 LG1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1145.GEOID18 height accuracy estimate available here.
 LG1145
 LG1145.Click photographs - Photos may exist for this station.
 LG1145
 LG1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1145
 LG1145.The dynamic height is computed by dividing the NAVD 88
 LG1145.geopotential number by the normal gravity value computed on the
 LG1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1145.degrees latitude (g = 980.6199 gals.).
 LG1145
 LG1145.The modeled gravity was interpolated from observed gravity values.
 LG1145
 LG1145. The following values were computed from the NAD 83(1995) position.
 LG1145
 LG1145;                    North         East     Units Scale Factor Converg.
 LG1145;SPC NE       -   103,762.552   788,490.567   MT  0.99975272   +2 15 49.7
 LG1145;SPC NE       -   340,427.64  2,586,906.14   sFT  0.99975272   +2 15 49.7
 LG1145;UTM  14      - 4,510,100.146   704,069.904   MT  1.00011261   +1 34 35.6
 LG1145
 LG1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1145!SPC NE       -   0.99993472  x   0.99975272  =   0.99968746
 LG1145!UTM  14      -   0.99993472  x   1.00011261  =   1.00004732
 LG1145
 LG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0406910100(NAD 83)
 LG1145
 LG1145                          SUPERSEDED SURVEY CONTROL
 LG1145
 LG1145  NAD 83(1986)-  40 42 59.60094(N)    096 35 02.24929(W) AD(       ) 3
 LG1145  NAD 27      -  40 42 59.60324(N)    096 35 01.20093(W) AD(       ) 3
 LG1145
 LG1145.Superseded values are not recommended for survey control.
 LG1145
 LG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1145.See file dsdata.pdf to determine how the superseded data were derived.
 LG1145
 LG1145_MARKER: DZ = AZIMUTH MARK DISK
 LG1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1145_STAMPING: CROSS 1947 1977
 LG1145_MARK LOGO: NGS
 LG1145_PROJECTION: FLUSH
 LG1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1145+STABILITY: SURFACE MOTION
 LG1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1145+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 LG1145
 LG1145  HISTORY     - Date     Condition        Report By
 LG1145  HISTORY     - 1977     MONUMENTED       NGS
 LG1145  HISTORY     - 19911023 GOOD             NGS
 LG1145  HISTORY     - 20070813 GOOD             GEOCAC
 LG1145  HISTORY     - 20120928 GOOD             LOCSUR
 LG1145
 LG1145                          STATION DESCRIPTION
 LG1145
 LG1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1145'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1145'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG1145'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE 1.5 KM (0.95 MI)
 LG1145'SOUTHEASTERLY ALONG BREAGAN ROAD, 15.0 M (49.2 FT) NORTHEAST OF THE
 LG1145'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 9.7 M (31.8 FT)
 LG1145'SOUTHWEST OF THE ROAD CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LG1145'ROAD, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS
 LG1145'FLUSH WITH THE GROUND SURFACE.
 LG1145
 LG1145                          STATION RECOVERY (2007)
 LG1145
 LG1145'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 LG1145'RECOVERED IN GOOD CONDITION.
 LG1145
 LG1145                          STATION RECOVERY (2012)
 LG1145
 LG1145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2012 (LRA)
 LG1145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1139 ***********************************************************************
 LG1139  DESIGNATION -  CROSS RESET
 LG1139  PID         -  LG1139
 LG1139  STATE/COUNTY-  NE/LANCASTER
 LG1139  COUNTRY     -  US
 LG1139  USGS QUAD   -  BENNET (2017)
 LG1139
 LG1139                         *CURRENT SURVEY CONTROL
 LG1139  ______________________________________________________________________
 LG1139* NAD 83(1995) POSITION- 40 42 43.86636(N) 096 34 37.80050(W)   ADJUSTED
 LG1139* NAVD 88 ORTHO HEIGHT -   445.174 (meters)     1460.54  (feet) ADJUSTED
 LG1139  ______________________________________________________________________
 LG1139  GEOID HEIGHT    -        -25.918 (meters)                     GEOID18
 LG1139  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 LG1139  DYNAMIC HEIGHT  -        444.979 (meters)     1459.90  (feet) COMP
 LG1139  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 LG1139
 LG1139  HORZ ORDER      -  FIRST
 LG1139  VERT ORDER      -  FIRST     CLASS II
 LG1139
 LG1139.The horizontal coordinates were established by classical geodetic methods
 LG1139.and adjusted by the National Geodetic Survey in August 1997.
 LG1139
 LG1139.The orthometric height was determined by differential leveling and
 LG1139.adjusted by the NATIONAL GEODETIC SURVEY
 LG1139.in May 1993.
 LG1139
 LG1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1139.GEOID18 height accuracy estimate available here.
 LG1139
 LG1139.Click photographs - Photos may exist for this station.
 LG1139
 LG1139.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1139
 LG1139.The dynamic height is computed by dividing the NAVD 88
 LG1139.geopotential number by the normal gravity value computed on the
 LG1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1139.degrees latitude (g = 980.6199 gals.).
 LG1139
 LG1139.The modeled gravity was interpolated from observed gravity values.
 LG1139
 LG1139. The following values were computed from the NAD 83(1995) position.
 LG1139
 LG1139;                    North         East     Units Scale Factor Converg.
 LG1139;SPC NE       -   103,300.633   789,083.019   MT  0.99975376   +2 16 05.9
 LG1139;SPC NE       -   338,912.16  2,588,849.87   sFT  0.99975376   +2 16 05.9
 LG1139;UTM  14      - 4,509,630.984   704,656.985   MT  1.00011557   +1 34 51.1
 LG1139
 LG1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1139!SPC NE       -   0.99993424  x   0.99975376  =   0.99968801
 LG1139!UTM  14      -   0.99993424  x   1.00011557  =   1.00004980
 LG1139
 LG1139:                Primary Azimuth Mark                     Grid Az
 LG1139:SPC NE       -  CROSS AZ MK 2                            307 56 33.1
 LG1139:UTM  14      -  CROSS AZ MK 2                            308 37 47.9
 LG1139
 LG1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0465609630(NAD 83)
 LG1139
 LG1139|---------------------------------------------------------------------|
 LG1139| PID    Reference Object                     Distance      Geod. Az  |
 LG1139|                                                           dddmmss.s |
 LG1139| CL6329 CROSS RM 1                           20.561 METERS 04500     |
 LG1139| LG1144 CROSS RM 3                           46.471 METERS 09804     |
 LG1139| LG1138 BENNET MUNICIPAL TANK               APPROX. 6.6 KM 1185327.2 |
 LG1139| CL6330 CROSS RM 2                           25.156 METERS 13551     |
 LG1139| LG1360 CROSS RM 4                                         20658     |
 LG1139| CL6328 CROSS AZ MK                                        3092836.0 |
 LG1139| LG1145 CROSS AZ MK 2                       APPROX. 0.8 KM 3101239.0 |
 LG1139| LG1142 CHENEY ST MARYS CATHOLIC CH         APPROX. 2.2 KM 3153728.1 |
 LG1139|---------------------------------------------------------------------|
 LG1139
 LG1139                          SUPERSEDED SURVEY CONTROL
 LG1139
 LG1139  NAD 83(1986)-  40 42 43.87471(N)    096 34 37.79981(W) AD(       ) 1
 LG1139  NAD 27      -  40 42 43.87700(N)    096 34 36.75200(W) AD(       ) 1
 LG1139
 LG1139.Superseded values are not recommended for survey control.
 LG1139
 LG1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1139.See file dsdata.pdf to determine how the superseded data were derived.
 LG1139
 LG1139_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1139_STAMPING: CROSS 1947 1991
 LG1139_MARK LOGO: NGS
 LG1139_PROJECTION: PROJECTING 5 CENTIMETERS
 LG1139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LG1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1139+STABILITY: SURFACE MOTION
 LG1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1139+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2016
 LG1139
 LG1139  HISTORY     - Date     Condition        Report By
 LG1139  HISTORY     - 1977     MONUMENTED       NGS
 LG1139  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LG1139  HISTORY     - 1991     GOOD             NGS
 LG1139  HISTORY     - 19911023 GOOD             NGS
 LG1139  HISTORY     - 20010905 GOOD             NEDR
 LG1139  HISTORY     - 20070813 MARK NOT FOUND   GEOCAC
 LG1139  HISTORY     - 20120928 GOOD             LOCSUR
 LG1139  HISTORY     - 20161210 GOOD             WOOLPT
 LG1139
 LG1139                          STATION DESCRIPTION
 LG1139
 LG1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (RLE)
 LG1139'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTHEAST OF CHENEY, ON THE
 LG1139'RIGHT-OF-WAY OF STATE HIGHWAY 2.  IT IS 40.5 FEET SOUTHWEST OF THE
 LG1139'CENTER OF STATE HIGHWAY 2, 54 FEET NORTHWEST OF THE CENTER OF AN
 LG1139'EAST-WEST DIRT ROAD AND 40 FEET NORTHEAST OF THE NORTH RAIL OF THE
 LG1139'RAILROAD TRACKS.  IT IS STAMPED CROSS 1947 AND IS FLUSH WITH THE
 LG1139'SURFACE OF THE GROUND.
 LG1139'
 LG1139'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 26 FEET NORTHEAST
 LG1139'OF THE CENTER OF STATE HIGHWAY 2, 17 FEET SOUTHEAST OF A TELEPHONE
 LG1139'POLE AND 2 FEET NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1139'POST PROJECTING 2 FEET.  IT IS STAMPED CROSS NO 1 1947 AND
 LG1139'PROJECTS 4 INCHES.
 LG1139'
 LG1139'REFERENCE MARK NO. 2 IS ON THE RAILROAD RIGHT-OF-WAY AND 30 FEET
 LG1139'NORTHEAST OF THE NORTH RAIL OF THE RAILROAD TRACKS, 30 FEET
 LG1139'SOUTHEAST OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 9 FEET
 LG1139'SOUTHWEST OF A NORTH-SOUTH TRACK ROAD.  IT IS STAMPED CROSS NO 2
 LG1139'1947 AND PROJECTS 6 INCHES.
 LG1139'
 LG1139'THE AZIMUTH MARK IS ON THE RAILROAD RIGHT-OF-WAY AND 23 FEET
 LG1139'NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 58 FEET SOUTHWEST
 LG1139'OF THE CENTER OF STATE HIGHWAY 2, 5 FEET SOUTHWEST OF A TELEPHONE
 LG1139'POLE AND 1 FOOT SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1139'POST PROJECTING 2 FEET.  IT IS STAMPED CROSS 1947 AND PROJECTS 6
 LG1139'INCHES.
 LG1139'
 LG1139'TO REACH THE STATION FROM THE GRAIN ELEVATOR AT THE SOUTH EDGE OF
 LG1139'CHENEY, GO SOUTHEAST ON STATE HIGHWAY 2 FOR 0.75 MILE TO THE AZIMUTH
 LG1139'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.45 MILE SOUTHEAST
 LG1139'TO THE STATION AS DESCRIBED.
 LG1139'
 LG1139'A 47 FOOT SIGNAL AT DOUGLAS IS VISIBLE AT 30 FEET.
 LG1139'
 LG1139'A 74 FOOT SIGNAL AT LONE STAR IS V.G.
 LG1139'
 LG1139'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 40 FEET.
 LG1139'
 LG1139'A 74 FOOT SIGNAL AT CHENEY IS V.G.
 LG1139'
 LG1139'A 74 FOOT SIGNAL AT VET IS V.G.
 LG1139'
 LG1139'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1139
 LG1139                          STATION RECOVERY (1977)
 LG1139
 LG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG1139'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 LG1139'CONDITION.  THE SURFACE STATION MARK WAS FOUND TILTED OUT OF
 LG1139'POSITION.  REFERENCE MARK 1 WAS FOUND LYING ON TOP THE GROUND IN A
 LG1139'FENCELINE.  REFERENCE MARK 2 WAS NOT FOUND AND IT IS BELIEVED IT
 LG1139'WAS DESTROYED ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND LYING
 LG1139'ON TOP THE GROUND AT EDGE OF A CUT BANK BETWEEN THE ROAD AND
 LG1139'RAILROAD TRACK.  A NEW SURFACE STATION MARK WAS SET DIRECTLY
 LG1139'ABOVE THE UNDERGROUND STATION MARK AND REFERENCE MARKS 3 AND
 LG1139'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  A POLARIS OBSERVATION WAS
 LG1139'MADE THE 6/19/77 FOR DIRECTION TO THE AZIMUTH MARK.
 LG1139'
 LG1139'A NEW COMPLETE DESCRIPTION FOLLOWS--
 LG1139'
 LG1139'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTHEAST OF CHENEY, ON THE
 LG1139'RIGHT-OF-WAY OF OLD HIGHWAY 2.
 LG1139'
 LG1139'TO REACH THE STATION FROM THE INTERSECTION OF SHOWERS STREET AND
 LG1139'FOURTH STREET AT THE GRAIN ELEVATOR IN CHENEY, GO EASTERLY ON FOURTH
 LG1139'STREET (OLD HIGHWAY 2) FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 LG1139'RIGHT, CONTINUE EASTERLY ON OLD HIGHWAY 2 FOR 0.45 MILE TO A SIDE
 LG1139'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 LG1139'
 LG1139'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CROSS 1947 1977,
 LG1139'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 4 INCHES
 LG1139'BELOW THE GROUND SURFACE.  IT IS 65 FEET NORTHWEST OF THE
 LG1139'INTERSECTION OF THE RAILROAD TRACK AND A GRAVELED ROAD, 55 FEET WEST
 LG1139'OF THE CENTER OF A GRAVELED ROAD BEARING SOUTHERLY, 42 FEET NORTH OF
 LG1139'THE NORTH RAIL OF THE RAILROAD TRACK AT A SPLICE AND 3 FEET WEST OF
 LG1139'A METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED CROSS 1947,
 LG1139'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 LG1139'SURFACE.
 LG1139'
 LG1139'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1139'CROSS 1947 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1139'84.2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE,
 LG1139'66 FEET EAST OF A PROJECTED LINE NORTH FROM THE GRAVELED ROAD
 LG1139'BEARING SOUTHERLY, 34 FEET NORTH OF THE CENTER OF OLD HIGHWAY 2 AND
 LG1139'3 FEET WEST OF A POWER POLE.
 LG1139'
 LG1139'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1139'CROSS 1947 NO 4 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1139'57 FEET SOUTHWEST OF THE INTERSECTION OF THE RAILROAD TRACK AND THE
 LG1139'GRAVELED ROAD, 45 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 LG1139'TRACK, 24 FEET WEST OF THE GRAVELED ROAD FROM A POINT INLINE WITH
 LG1139'FENCE BEARING EASTERLY, 2.5 FEET NORTH OF A POWER POLE AND 1
 LG1139'FOOT WEST OF A METAL WITNESS POST.
 LG1139'
 LG1139'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CROSS 1947 1977, SET IN
 LG1139'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 LG1139'GROUND SURFACE.  IT IS 57.2 FEET NORTH OF SPLICE IN RAIL IN NORTH
 LG1139'RAIL OF RAILROAD TRACK, 32 FEET SOUTH OF THE CENTER OF OLD HIGHWAY
 LG1139'2, 2 FEET NORTH OF A METAL WITNESS POST AND ACROSS THE ROAD FROM A
 LG1139'LARGE CLUMP OF BRUSH IN A FENCELINE.
 LG1139'
 LG1139'NOTE--REBAR PLACED IN THE STATION MARK AND AZIMUTH MARK CONCRETE.
 LG1139'
 LG1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES SOUTHEAST
 LG1139'OF CHENEY.
 LG1139
 LG1139                          STATION RECOVERY (1991)
 LG1139
 LG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1139'RECOVERED IN GOOD CONDITION.
 LG1139
 LG1139                          STATION RECOVERY (1991)
 LG1139
 LG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1139'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1139'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG1139'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE 2.2 KM (1.35 MI)
 LG1139'SOUTHEASTERLY ALONG BREAGAN ROAD, 46.3 M (151.9 FT) WEST OF REFERENCE
 LG1139'MARK 3, 27.8 M (91.2 FT) NORTH-NORTHEAST OF REFERENCE MARK 4, 16.8 M
 LG1139'(55.1 FT) NORTHWEST OF THE CENTER OF ROKEBY ROAD, 12.4 M (40.7 FT)
 LG1139'SOUTHWEST OF THE ROAD CENTER, 12.2 M (40.0 FT) NORTHEAST OF THE NEAR
 LG1139'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.9 M (3.0 FT) NORTHWEST OF
 LG1139'A WITNESS POST, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS POST, 0.3 M
 LG1139'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05
 LG1139'M (0.16 FT) ABOVE THE GROUND SURFACE.
 LG1139
 LG1139                          STATION RECOVERY (2001)
 LG1139
 LG1139'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DM)
 LG1139'THE STATION IS LOCATED ABOUT 1.2 MILES SE OF CHENEY, NE.
 LG1139'
 LG1139'TO REACH THE STATION FROM THE STATE HWY. 2 AND STATE HW. 43
 LG1139'INTERCHANGE 2 MILES NORTH  OF BENNET, NE. GO WEST ON STATE HWY. 2 FOR
 LG1139'APPROX. 3.0 MILES, TURN LEFT (SOUTH) AND THEN  IMMEDIATELY RIGHT
 LG1139'(WEST) ON TO ROKEBY ROAD, CONTINUE WEST ON ROKEBY ROAD FOR APPROX.
 LG1139'0.85 MILES TO BREAGAN ROAD, TURN RIGHT ON BREAGAN ROAD AND GO APPROX.
 LG1139'100 FEET TO THE  MARK ON THE LEFT.
 LG1139'
 LG1139'THE MARK IS NEAR THE SOUTH QUARTER CORNER OF SECTION 25, T-9-N, R-7-E.
 LG1139'THE STATION IS 151.9 FEET WEST OF REFERENCE MARK 3, 3 FEET NW OF
 LG1139'WITNESS POST, 2.6 FEET  SE OF WITNESS POST, 40 FEET NE. OF NEAR RAIL
 LG1139'OF BURLINGTON NORTHERN RAILROAD, 91.2 FEET  NE OF REFERENCE MARK 4.
 LG1139'
 LG1139'REBAR WAS PLACED IN STATION AND AZIMUTH MARK WHEN THEY WERE REST BY
 LG1139'NGS
 LG1139
 LG1139                          STATION RECOVERY (2007)
 LG1139
 LG1139'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 LG1139'THE CURRENT DISK IS STAMPED CROSS RESET 1947 1991. THIS IS DIFFERENT
 LG1139'THAN STAMPING DESCRIBED IN THE DATASHEET, WHICH IS CROSS RESET 1947
 LG1139'1977.  REFERENCE MARK 4 AND THE REFERENCE MARK FOUND AS DESCRIBED.
 LG1139'REFERENCE MARK 3 NOT SEARCHED FOR THIS DATE.
 LG1139
 LG1139                          STATION RECOVERY (2012)
 LG1139
 LG1139'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2012 (LRA)
 LG1139'RECOVERED IN GOOD CONDITION.
 LG1139
 LG1139                          STATION RECOVERY (2016)
 LG1139
 LG1139'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1144 ***********************************************************************
 LG1144  DESIGNATION -  CROSS RM 3
 LG1144  PID         -  LG1144
 LG1144  STATE/COUNTY-  NE/LANCASTER
 LG1144  COUNTRY     -  US
 LG1144  USGS QUAD   -  BENNET (2017)
 LG1144
 LG1144                         *CURRENT SURVEY CONTROL
 LG1144  ______________________________________________________________________
 LG1144* NAD 83(1995) POSITION- 40 42 43.65503(N) 096 34 35.84023(W)   NO CHECK
 LG1144* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 LG1144  ______________________________________________________________________
 LG1144  GEOID HEIGHT    -        -25.919 (meters)                     GEOID18
 LG1144  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 LG1144  HORZ ORDER      -  THIRD
 LG1144
 LG1144.The horizontal coordinates were established by classical geodetic methods
 LG1144.and adjusted by the National Geodetic Survey in August 1997.
 LG1144
 LG1144.No horizontal observational check was made to the station.
 LG1144
 LG1144.The orthometric height was scaled from a topographic map.
 LG1144
 LG1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1144.GEOID18 height accuracy estimate available here.
 LG1144
 LG1144.Click photographs - Photos may exist for this station.
 LG1144
 LG1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1144
 LG1144. The following values were computed from the NAD 83(1995) position.
 LG1144
 LG1144;                    North         East     Units Scale Factor Converg.
 LG1144;SPC NE       -   103,295.942   789,129.242   MT  0.99975378   +2 16 07.2
 LG1144;SPC NE       -   338,896.77  2,589,001.52   sFT  0.99975378   +2 16 07.2
 LG1144;UTM  14      - 4,509,625.737   704,703.164   MT  1.00011580   +1 34 52.4
 LG1144
 LG1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1144!SPC NE       -   0.99993425  x   0.99975378  =   0.99968804
 LG1144!UTM  14      -   0.99993425  x   1.00011580  =   1.00005004
 LG1144
 LG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0470309625(NAD 83)
 LG1144
 LG1144                          SUPERSEDED SURVEY CONTROL
 LG1144
 LG1144  NAD 83(1986)-  40 42 43.66337(N)    096 34 35.83953(W) AD(       ) 3
 LG1144  NAD 27      -  40 42 43.66568(N)    096 34 34.79179(W) AD(       ) 3
 LG1144
 LG1144.Superseded values are not recommended for survey control.
 LG1144
 LG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1144.See file dsdata.pdf to determine how the superseded data were derived.
 LG1144
 LG1144_MARKER: DR = REFERENCE MARK DISK
 LG1144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG1144+WITH SETTING: INFORMATION.
 LG1144_STAMPING: CROSS 1947 NO 3 1977
 LG1144_MARK LOGO: NGS
 LG1144_PROJECTION: FLUSH
 LG1144_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1144+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1144
 LG1144  HISTORY     - Date     Condition        Report By
 LG1144  HISTORY     - 1977     MONUMENTED       NGS
 LG1144  HISTORY     - 19911023 GOOD             NGS
 LG1144
 LG1144                          STATION DESCRIPTION
 LG1144
 LG1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1144'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1144'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG1144'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE 2.2 KM (1.35 MI)
 LG1144'SOUTHEASTERLY ALONG BREAGAN ROAD, 46.6 M (152.9 FT) EAST OF
 LG1144'TRIANGULATION CROSS RESET, 25.7 M (84.3 FT) SOUTH-SOUTHEAST OF THE
 LG1144'SOUTH CORNER OF A HOUSE, 19.7 M (64.6 FT) SOUTHEAST OF THE EXTENDED
 LG1144'CENTER OF ROKEBY ROAD, 10.3 M (33.8 FT) NORTHEAST OF THE ROAD CENTER,
 LG1144'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.7 M (2.3 FT)
 LG1144'NORTHWEST OF A UTILITY POLE.  ROD IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0564 ***********************************************************************
 MN0564  DESIGNATION -  CRPM 1
 MN0564  PID         -  MN0564
 MN0564  STATE/COUNTY-  NE/CHEYENNE
 MN0564  COUNTRY     -  US
 MN0564  USGS QUAD   -  POTTER SE (2017)
 MN0564
 MN0564                         *CURRENT SURVEY CONTROL
 MN0564  ______________________________________________________________________
 MN0564* NAD 83(1995) POSITION- 41 00 39.65274(N) 103 15 06.82278(W)   ADJUSTED
 MN0564* NAVD 88 ORTHO HEIGHT -  1391.    (meters)     4564.    (feet) SCALED
 MN0564  ______________________________________________________________________
 MN0564  GEOID HEIGHT    -        -19.369 (meters)                     GEOID18
 MN0564  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 MN0564  HORZ ORDER      -  THIRD
 MN0564
 MN0564.The horizontal coordinates were established by classical geodetic methods
 MN0564.and adjusted by the National Geodetic Survey in August 1997.
 MN0564
 MN0564.The orthometric height was scaled from a topographic map.
 MN0564
 MN0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0564.GEOID18 height accuracy estimate available here.
 MN0564
 MN0564.Click photographs - Photos may exist for this station.
 MN0564
 MN0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0564
 MN0564. The following values were computed from the NAD 83(1995) position.
 MN0564
 MN0564;                    North         East     Units Scale Factor Converg.
 MN0564;SPC NE       -   135,896.065   226,594.477   MT  0.99969565   -2 09 18.1
 MN0564;SPC NE       -   445,852.34    743,418.71   sFT  0.99969565   -2 09 18.1
 MN0564;UTM  13      - 4,541,451.547   646,997.023   MT  0.99986595   +1 08 50.3
 MN0564
 MN0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0564!SPC NE       -   0.99978495  x   0.99969565  =   0.99948066
 MN0564!UTM  13      -   0.99978495  x   0.99986595  =   0.99965093
 MN0564
 MN0564:                Primary Azimuth Mark                     Grid Az
 MN0564:SPC NE       -  COLONEB                                  261 45 53.5
 MN0564:UTM  13      -  COLONEB                                  258 27 45.1
 MN0564
 MN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4699741451(NAD 83)
 MN0564
 MN0564|---------------------------------------------------------------------|
 MN0564| PID    Reference Object                     Distance      Geod. Az  |
 MN0564|                                                           dddmmss.s |
 MN0564| LK0616 PEETZ MUNICIPAL TANK                APPROX.13.0 KM 1134228.6 |
 MN0564| MN0561 COLONEB                             APPROX. 4.3 KM 2593635.4 |
 MN0564|---------------------------------------------------------------------|
 MN0564
 MN0564                          SUPERSEDED SURVEY CONTROL
 MN0564
 MN0564  NAD 83(1993)-  41 00 39.64760(N)    103 15 06.82726(W) AD(       ) 3
 MN0564  NAD 83(1992)-  41 00 39.64744(N)    103 15 06.82672(W) AD(       ) 3
 MN0564  NAD 83(1986)-  41 00 39.64430(N)    103 15 06.82646(W) AD(       ) 3
 MN0564  NAD 27      -  41 00 39.69943(N)    103 15 05.08245(W) AD(       ) 3
 MN0564
 MN0564.Superseded values are not recommended for survey control.
 MN0564
 MN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0564.See file dsdata.pdf to determine how the superseded data were derived.
 MN0564
 MN0564_MARKER: DD = SURVEY DISK
 MN0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0564_STAMPING: CRPM-1
 MN0564_MARK LOGO: USGS
 MN0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0564+STABILITY: SURFACE MOTION
 MN0564
 MN0564  HISTORY     - Date     Condition        Report By
 MN0564  HISTORY     - 1948     MONUMENTED       USGS
 MN0564
 MN0564                          STATION DESCRIPTION
 MN0564
 MN0564'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MN0564'STATION IS LOCATED IN A FIELD LINE, ON TOP OF A HILL, W. OF A RD.
 MN0564'N-S., ABOUT 7.5 MI. W. OF PEETZ, COLORAOD, ABOUT 0.5 MI. N. OF
 MN0564'THE COLORADO-NEBRASKA STATE LINE.
 MN0564'
 MN0564'TO REACH STATION FROM THE POST OFFICE AT PEETZ, COLORADO, GO W. ALONG
 MN0564'COUNTY RD. ABOUT 6.0 MI. TO CROSSROADS, TURN RIGHT (N.) GO ABOUT 2.0
 MN0564'MI. N. TO CROSSROADS, TURN LEFT (W.) GO ABOUT 1.0 MI. W. TO
 MN0564'CROSSROADS, TURN RIGHT (N.) GO ABOUT 1.2 MI. N. TO A FENCE CORNER ON
 MN0564'THE E. SIDE OF THE RD., LEAVE RD. AND GO W. ABOUT 0.1 MI. ALONG FIELD
 MN0564'LINE TO TOP OF HILL AND STATION SITE.
 MN0564'
 MN0564'STATION MARK--STANDARD TABLET, STAMPED ---CRPM-1---, SET IN THE
 MN0564'TOP OF CONCRETE POST.
 MN0564'
 MN0564'REFERENCE MARK NO. 1--A CHISELED ARROW, IN THE CONCRETE FLOOR OF AN
 MN0564'OLD HOUSE SITE, ABOUT 504 FT. NE. OF THE STATION, S 68 DEG 42 MIN W.
 MN0564'
 MN0564'REFERENCE MARK NO. 2--A 3/8 IN. STEEL ROD, DRIVEN IN GROUND IN THE
 MN0564'FIELD LINE, ABOUT 40 FT. E. OF THE STATION, N 87 DEG 17 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4155 ***********************************************************************
 AB4155  SACS        -  This is a Secondary Airport Control Station.
 AB4155  DESIGNATION -  CSB A
 AB4155  PID         -  AB4155
 AB4155  STATE/COUNTY-  NE/FURNAS
 AB4155  COUNTRY     -  US
 AB4155  USGS QUAD   -  CAMBRIDGE (2017)
 AB4155
 AB4155                         *CURRENT SURVEY CONTROL
 AB4155  ______________________________________________________________________
 AB4155* NAD 83(2011) POSITION- 40 18 38.97455(N) 100 09 49.77027(W)   ADJUSTED
 AB4155* NAD 83(2011) ELLIP HT-   714.062 (meters)        (06/27/12)   ADJUSTED
 AB4155* NAD 83(2011) EPOCH   -  2010.00
 AB4155* NAVD 88 ORTHO HEIGHT -   738.39  (meters)     2422.5   (feet) GPS OBS
 AB4155  ______________________________________________________________________
 AB4155  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4155  GEOID HEIGHT    -        -24.269 (meters)                     GEOID96
 AB4155  GEOID HEIGHT    -        -24.282 (meters)                     GEOID18
 AB4155  NAD 83(2011) X  -   -859,552.035 (meters)                     COMP
 AB4155  NAD 83(2011) Y  - -4,794,556.234 (meters)                     COMP
 AB4155  NAD 83(2011) Z  -  4,104,826.022 (meters)                     COMP
 AB4155  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 AB4155
 AB4155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4155  Standards:
 AB4155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4155  -------------------------------------------------------------------
 AB4155  NETWORK    0.51   1.25           0.24   0.16   0.64     -0.05753371
 AB4155  -------------------------------------------------------------------
 AB4155  Click here for local accuracies and other accuracy information.
 AB4155
 AB4155.This mark is at Cambridge Municipal Airport (CSB)
 AB4155
 AB4155.The horizontal coordinates were established by GPS observations
 AB4155.and adjusted by the National Geodetic Survey in June 2012.
 AB4155
 AB4155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4155.been affixed to the stable North American tectonic plate. See 
 AB4155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4155
 AB4155.The horizontal coordinates are valid at the epoch date displayed above
 AB4155.which is a decimal equivalence of Year/Month/Day.
 AB4155
 AB4155.The orthometric height was determined by GPS observations and a
 AB4155.high-resolution geoid model.
 AB4155
 AB4155.GPS derived orthometric heights for airport stations designated as
 AB4155.PACS or SACS are published to 2 decimal places.  This maintains
 AB4155.centimeter relative accuracy between the PACS and SACS.  It does
 AB4155.not indicate centimeter accuracy relative to other marks which are
 AB4155.part of the published vertical control network.
 AB4155
 AB4155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4155.GEOID18 height accuracy estimate available here.
 AB4155
 AB4155.Click photographs - Photos may exist for this station.
 AB4155
 AB4155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4155
 AB4155.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4155
 AB4155.The ellipsoidal height was determined by GPS observations
 AB4155.and is referenced to NAD 83.
 AB4155
 AB4155. The following values were computed from the NAD 83(2011) position.
 AB4155
 AB4155;                    North         East     Units Scale Factor Converg.
 AB4155;SPC NE       -    53,030.570   486,075.746   MT  0.99987393   -0 06 30.8
 AB4155;SPC NE       -   173,984.46  1,594,733.51   sFT  0.99987393   -0 06 30.8
 AB4155;UTM  14      - 4,462,906.642   401,107.022   MT  0.99972039   -0 45 10.7
 AB4155
 AB4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4155!SPC NE       -   0.99988800  x   0.99987393  =   0.99976194
 AB4155!UTM  14      -   0.99988800  x   0.99972039  =   0.99960842
 AB4155
 AB4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0110762906(NAD 83)
 AB4155
 AB4155                          SUPERSEDED SURVEY CONTROL
 AB4155
 AB4155  NAD 83(2007)-  40 18 38.97441(N)    100 09 49.77123(W) AD(2002.00) 0
 AB4155  ELLIP H (02/10/07)  714.087  (m)                       GP(2002.00)    
 AB4155  ELLIP H (12/19/01)  714.064  (m)                       GP(       ) 5 1
 AB4155  NAD 83(1995)-  40 18 38.97410(N)    100 09 49.77063(W) AD(       ) 1
 AB4155  ELLIP H (09/17/98)  714.120  (m)                       GP(       ) 5 1
 AB4155
 AB4155.Superseded values are not recommended for survey control.
 AB4155
 AB4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4155.See file dsdata.pdf to determine how the superseded data were derived.
 AB4155
 AB4155_MARKER: DD = SURVEY DISK
 AB4155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4155_STAMPING: CSB A 1995
 AB4155_MARK LOGO: NGS
 AB4155_PROJECTION: FLUSH
 AB4155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4155+STABILITY: SURFACE MOTION
 AB4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4155+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 AB4155_ROD/PIPE-DEPTH: 1 meters
 AB4155
 AB4155  HISTORY     - Date     Condition        Report By
 AB4155  HISTORY     - 1995     MONUMENTED       NGS
 AB4155  HISTORY     - 19970801 GOOD             NGS
 AB4155
 AB4155                          STATION DESCRIPTION
 AB4155
 AB4155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4155'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 AB4155'HOLBROOK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CAMBRIDGE AND AT THE
 AB4155'CAMBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CAMBRIDGE AIRPORT AUTHORITY,
 AB4155'BOX 115, CAMBRIDGE NE 69022.  AIRPORT MANAGER IS C.J.  BEHNKE, PHONE
 AB4155'(308) 697-3677.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AB4155'6/34 AND STATE HIGHWAY 47 SOUTH IN CAMBRIDGE, GO EAST ON US HIGHWAY
 AB4155'6/34 FOR 0.55 MI (0.89 KM) TO A ROAD LEFT (JUST PAST A BRIDGE OVER
 AB4155'MEDICINE CREEK), TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.4 MI
 AB4155'(2.3 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 AB4155'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH GATE,
 AB4155'CONTINUE AHEAD AND GO WESTERLY ON AN APRON THEN A CONNECTOR TAXIWAY
 AB4155'FOR 0.05 MI (0.08 KM) TO A RUNWAY, TURN RIGHT AND GO NORTH-NORTHWEST
 AB4155'ON RUNWAY 14/32 FOR 0.5 MI (0.8 KM) TO A SET OF PAPI LIGHTS ON THE
 AB4155'RIGHT, CONTINUE AHEAD AND GO NORTH-NORTHWEST ON THE RUNWAY FOR 0.05 MI
 AB4155'(0.08 KM) TO THE STATION ON THE RIGHT, ABOUT 15 FT (4.6 M) HIGHER THAN
 AB4155'THE RUNWAY ON THE TOP CENTER OF A DIRT BERM.  THE STATION IS THE
 AB4155'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG
 AB4155'FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB4155'CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH GROUND.  THREE
 AB4155'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.
 AB4155'LOCATED 213.0 FT (64.9 M) EAST-NORTHEAST OF THE RUNWAY CENTER AND 21.6
 AB4155'FT (6.6 M) WEST-SOUTHWEST OF A CORNER POST WITH A WITNESS POST.
 AB4155'NOTE--WHEN DRY THE STATION CAN BE DRIVEN TO, WHEN WET PARK AT THE PAPI
 AB4155'LIGHTS OR THE TURNAROUND AND A SHORT PACK.  THIS STATION TO BE USED AS
 AB4155'SACS.
 AB4155
 AB4155                          STATION RECOVERY (1997)
 AB4155
 AB4155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0606 ***********************************************************************
 MN0606  SACS        -  This is a Secondary Airport Control Station.
 MN0606  DESIGNATION -  CUB
 MN0606  PID         -  MN0606
 MN0606  STATE/COUNTY-  NE/KIMBALL
 MN0606  COUNTRY     -  US
 MN0606  USGS QUAD   -  KIMBALL (2017)
 MN0606
 MN0606                         *CURRENT SURVEY CONTROL
 MN0606  ______________________________________________________________________
 MN0606* NAD 83(2011) POSITION- 41 11 14.59128(N) 103 39 49.16902(W)   ADJUSTED
 MN0606* NAD 83(2011) ELLIP HT-  1477.534 (meters)        (06/27/12)   ADJUSTED
 MN0606* NAD 83(2011) EPOCH   -  2010.00
 MN0606* NAVD 88 ORTHO HEIGHT -  1496.26  (meters)     4909.0   (feet) GPS OBS
 MN0606  ______________________________________________________________________
 MN0606  NAVD 88 orthometric height was determined with an earlier geoid model
 MN0606  GEOID HEIGHT    -        -18.761 (meters)                     GEOID18
 MN0606  NAD 83(2011) X  - -1,135,760.476 (meters)                     COMP
 MN0606  NAD 83(2011) Y  - -4,671,953.289 (meters)                     COMP
 MN0606  NAD 83(2011) Z  -  4,179,079.600 (meters)                     COMP
 MN0606  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 MN0606
 MN0606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0606  Standards:
 MN0606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0606  -------------------------------------------------------------------
 MN0606  NETWORK    0.49   1.18           0.23   0.15   0.60     -0.04961980
 MN0606  -------------------------------------------------------------------
 MN0606  Click here for local accuracies and other accuracy information.
 MN0606
 MN0606.This mark is at Kimball Mun/robert E Arraj Field Airport (IBM)
 MN0606
 MN0606.The horizontal coordinates were established by GPS observations
 MN0606.and adjusted by the National Geodetic Survey in June 2012.
 MN0606
 MN0606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0606.been affixed to the stable North American tectonic plate. See 
 MN0606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0606
 MN0606.The horizontal coordinates are valid at the epoch date displayed above
 MN0606.which is a decimal equivalence of Year/Month/Day.
 MN0606
 MN0606.The orthometric height was determined by GPS observations and a
 MN0606.high-resolution geoid model.
 MN0606
 MN0606.GPS derived orthometric heights for airport stations designated as
 MN0606.PACS or SACS are published to 2 decimal places.  This maintains
 MN0606.centimeter relative accuracy between the PACS and SACS.  It does
 MN0606.not indicate centimeter accuracy relative to other marks which are
 MN0606.part of the published vertical control network.
 MN0606
 MN0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0606.GEOID18 height accuracy estimate available here.
 MN0606
 MN0606.Click photographs - Photos may exist for this station.
 MN0606
 MN0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0606
 MN0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0606
 MN0606.The ellipsoidal height was determined by GPS observations
 MN0606.and is referenced to NAD 83.
 MN0606
 MN0606. The following values were computed from the NAD 83(2011) position.
 MN0606
 MN0606;                    North         East     Units Scale Factor Converg.
 MN0606;SPC NE       -   156,843.917   192,824.255   MT  0.99967396   -2 25 40.4
 MN0606;SPC NE       -   514,578.75    632,624.24   sFT  0.99967396   -2 25 40.4
 MN0606;UTM  13      - 4,560,419.816   612,070.869   MT  0.99975458   +0 52 48.4
 MN0606
 MN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0606!SPC NE       -   0.99976829  x   0.99967396  =   0.99944233
 MN0606!UTM  13      -   0.99976829  x   0.99975458  =   0.99952293
 MN0606
 MN0606:                Primary Azimuth Mark                     Grid Az
 MN0606:SPC NE       -  CUB B AZ MK                              002 13 32.9
 MN0606:UTM  13      -  CUB B AZ MK                              358 55 04.1
 MN0606
 MN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1207060419(NAD 83)
 MN0606
 MN0606|---------------------------------------------------------------------|
 MN0606| PID    Reference Object                     Distance      Geod. Az  |
 MN0606|                                                           dddmmss.s |
 MN0606| CP6927 CUB B RM 1                                         00157     |
 MN0606| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX. 4.9 KM 0425751.9 |
 MN0606| CP6928 CUB B RM 2                                         18302     |
 MN0606| MN0600 AIRPORT BEACON KIMBALL MUN APT      APPROX. 0.9 KM 3052627.9 |
 MN0606| CP6926 CUB B AZ MK                                        3594752.5 |
 MN0606|---------------------------------------------------------------------|
 MN0606
 MN0606                          SUPERSEDED SURVEY CONTROL
 MN0606
 MN0606  NAD 83(2007)-  41 11 14.59110(N)    103 39 49.16976(W) AD(2002.00) 0
 MN0606  ELLIP H (02/10/07) 1477.561  (m)                       GP(2002.00)    
 MN0606  ELLIP H (01/02/02) 1477.552  (m)                       GP(       ) 4 1
 MN0606  NAD 83(1995)-  41 11 14.59057(N)    103 39 49.16958(W) AD(       ) 1
 MN0606  NAD 83(1995)-  41 11 14.59092(N)    103 39 49.16947(W) AD(       ) 2
 MN0606  ELLIP H (08/18/97) 1477.586  (m)                       GP(       ) 4 1
 MN0606  NAD 83(1993)-  41 11 14.59090(N)    103 39 49.16947(W) AD(       ) 2
 MN0606  ELLIP H (01/07/93) 1477.865  (m)                       GP(       ) 4 2
 MN0606  NAD 83(1986)-  41 11 14.58111(N)    103 39 49.16882(W) AD(       ) 2
 MN0606  NAD 27      -  41 11 14.64790(N)    103 39 47.38100(W) AD(       ) 2
 MN0606  NGVD 29 (02/23/90) 1495.87   (m)  RAPSU86  model used  GPS OBS        
 MN0606
 MN0606.Superseded values are not recommended for survey control.
 MN0606
 MN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0606.See file dsdata.pdf to determine how the superseded data were derived.
 MN0606
 MN0606_MARKER: DS = TRIANGULATION STATION DISK
 MN0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0606_STAMPING: CUB 1963
 MN0606_MARK LOGO: CGS
 MN0606_PROJECTION: FLUSH
 MN0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0606+STABILITY: SURFACE MOTION
 MN0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0606+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 MN0606
 MN0606  HISTORY     - Date     Condition        Report By
 MN0606  HISTORY     - 1963     MONUMENTED       CGS
 MN0606  HISTORY     - 1963     GOOD             CGS
 MN0606  HISTORY     - 1977     GOOD             NGS
 MN0606  HISTORY     - 19890615 GOOD             NGS
 MN0606  HISTORY     - 19890713 GOOD             NGS
 MN0606  HISTORY     - 19950815 GOOD             NGS
 MN0606  HISTORY     - 19970730 GOOD             NGS
 MN0606  HISTORY     - 20060111 GOOD             NDA
 MN0606  HISTORY     - 20101101 GOOD             NEGS
 MN0606
 MN0606                          STATION DESCRIPTION
 MN0606
 MN0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0606'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF KIMBALL,
 MN0606'IN THE NE 1/4 OF SEC. 18 T14N R55W, AT THE EAST EDGE OF THE
 MN0606'KIMBALL MUNICIPAL AIRPORT, AND ON RIGHT-OF-WAY PROPERTY OF
 MN0606'STATE HIGHWAY 71.
 MN0606'
 MN0606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0606'STATE HIGHWAY 71 IN KIMBALL, GO SOUTH ON STATE HIGHWAY 71 FOR
 MN0606'3.1 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 MN0606'ANGLE OF THE INTERSECTION.  CONTINUE AHEAD, SOUTH, ON STATE
 MN0606'HIGHWAY 71 FOR 0.3 MILE TO THE STATION ON THE RIGHT, WEST,
 MN0606'SIDE OF THE HIGHWAY.
 MN0606'
 MN0606'THE STATION MARK, STAMPED CUB 1963, IS A STANDARD DISK SET IN
 MN0606'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 MN0606'2 INCHES.  IT IS 57 FEET WEST OF THE CENTER OF STATE HIGHWAY
 MN0606'71, 5.1 FEET NORTHWEST OF A WITNESS POST, AND 5 FEET EAST OF
 MN0606'A FENCE.
 MN0606'
 MN0606'REFERENCE MARK NO. 1, STAMPED CUB NO 1 1963, IS A STANDARD
 MN0606'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 MN0606'PROJECTS 6 INCHES.  IT IS 57 FEET WEST OF THE CENTER OF STATE
 MN0606'HIGHWAY 71, 26.0 FEET NORTH OF A WITNESS POST, AND 5 FEET EAST
 MN0606'OF A FENCE.
 MN0606'
 MN0606'REFERENCE MARK NO. 2, STAMPED CUB NO 2 1963, IS A STANDARD
 MN0606'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 MN0606'PROJECTS 3 INCHES.  IT IS 60 FEET WEST OF THE CENTER OF STATE
 MN0606'HIGHWAY 71, 16.0 FEET SOUTH-SOUTHWEST OF THE WITNESS POST,
 MN0606'AND 4 FEET EAST OF A FENCE.
 MN0606'
 MN0606'THE AZIMUTH MARK, STAMPED CUB 1963, IS A STANDARD DISK SET
 MN0606'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 MN0606'3 INCHES.  IT IS 115 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0606'ROAD, 65 FEET WEST OF THE CENTER OF STATE HIGHWAY 71, 2.0 FEET
 MN0606'NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 MN0606
 MN0606                          STATION RECOVERY (1963)
 MN0606
 MN0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0606'RECOVERED IN GOOD CONDITION.
 MN0606
 MN0606                          STATION RECOVERY (1977)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0606'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MN0606'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 MN0606'DESCRIBED.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS
 MN0606'ADEQUATE.  THE ORIGINAL WITNESS POSTS AT THE STATION AND THE
 MN0606'AZIMUTH MARK WERE FOUND DESTROYED.  NEW WITNESS POSTS AND SIGNS
 MN0606'WERE SET AT THE SAME LOCATION AT THESE MARKS.
 MN0606'
 MN0606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH
 MN0606'OF KIMBALL.
 MN0606
 MN0606                          STATION RECOVERY (1989)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 MN0606'THE STATION IS LOCATED ON THE EAST SIDE AT THE PERIMETER FENCE OF
 MN0606'KIMBALL MUNI AIRPORT.  THE STATION IS .35 MILES (0.56 KM) SOUTH OF THE
 MN0606'INTERSECTION OF STATE HIGHWAY 71 AND A EAST-WEST DIRT ROAD (LEADS TO
 MN0606'AIRPORT), 57.0 FT (17.4 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.0
 MN0606'FT (1.5 M) EAST OF FENCE, 21.1 FT (6.4 M) NORTH OF RM 2, 24.0 FT (7.3
 MN0606'M) SOUTH OF RM 1, AND 5.1 FT (1.6 M) NORTHEAST OF A METAL WITNESS
 MN0606'POST.  THE STATION IS A USCGS TRIANGULATION DISK STAMPED CUB 1963 AND
 MN0606'SET 0.8 FT (24.4 CM) ABOVE GROUND.  NOTE, PUBLISHED IN QUAD 411033 STA
 MN0606'1030.
 MN0606
 MN0606                          STATION RECOVERY (1989)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0606'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF KIMBALL.
 MN0606'OWNERSHIP--STATE DEPARTMENT OF ROADS.
 MN0606'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MN0606'STATE HIGHWAY 71, ABOUT 1.61 KM (1.00 MI) SOUTH OF KIMBALL, GO SOUTH
 MN0606'ON STATE HIGHWAY 71 FOR 2.70 KM (1.70 MI) TO A GRAVEL CROSSROAD.
 MN0606'CONTINUE AHEAD SOUTH FOR 0.53 KM (0.35 MI) TO THE TOP OF A SLIGHT RISE
 MN0606'AND THE STATION ON THE RIGHT.
 MN0606'THE STATION MARK IS 18.3 M (60.0 FT)  WEST OF, AND LEVEL WITH THE
 MN0606'HIGHWAY CENTERLINE, 1.8 M (5.9 FT) NORTHEAST OF A METAL WITNESS POST,
 MN0606'1.5 M (4.9 FT) EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 1.3 M
 MN0606'(4.3 FT) EAST OF A FENCE AND PROJECTING 5 CM.
 MN0606'DESCRIBED BY R.D. BALL.
 MN0606
 MN0606                          STATION RECOVERY (1995)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0606'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST-SOUTHEAST OF
 MN0606'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL, NEAR THE KIMBALL
 MN0606'MUNICIPAL/ROBERT E. ARRAJ FIELD AND JUST OUTSIDE EAST PERIMETER FENCE.
 MN0606'OWNERSHIP--STATE OF NEBRASKA, RIGHT-OF-WAY.  TO REACH THE STATION FROM
 MN0606'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 71 (ABOUT 1.0
 MN0606'MI (1.6 KM) SOUTH OF KIMBALL), GO SOUTH ON STATE HIGHWAY 71 FOR 1.7 MI
 MN0606'(2.7 KM) TO AN INTERSECTION, CONTINUE AHEAD AND GO SOUTH ON STATE 71
 MN0606'FOR 0.35 MI (0.56 KM) TO THE TOP OF A SLIGHT RISE AND THE STATION ON
 MN0606'THE RIGHT AND LEVEL WITH THE HIGHWAY.  THE STATION IS SET INTO A
 MN0606'SQUARE CONCRETE POST PROJECTING 9 CM ABOVE GROUND.  LOCATED 59.2 FT
 MN0606'(18.0 M) WEST OF THE HIGHWAY CENTER, 19.5 FT (5.9 M) WEST-NORTHWEST OF
 MN0606'A METAL POST, 5.9 FT (1.8 M) NORTHEAST OF A METAL WITNESS POST, 5.5 FT
 MN0606'(1.7 M) EAST-NORTHEAST OF A CONCRETE RIGHT OF WAY POST AND 5.3 FT (1.6
 MN0606'M) EAST OF A FENCE.  THIS STATION TO BE USED AS SACS.
 MN0606
 MN0606                          STATION RECOVERY (1997)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0606'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 MN0606'AIRPORT MANAGER IS JOHN FOOTE (308) 235-3858.  THE NEW POST OFFICE BOX
 MN0606'IS HC 54 BOX 58.
 MN0606
 MN0606                          STATION RECOVERY (2006)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0606'RECOVERED IN GOOD CONDITION.
 MN0606
 MN0606                          STATION RECOVERY (2010)
 MN0606
 MN0606'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 MN0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1090 ***********************************************************************
 LG1090  DESIGNATION -  CUB
 LG1090  PID         -  LG1090
 LG1090  STATE/COUNTY-  NE/GAGE
 LG1090  COUNTRY     -  US
 LG1090  USGS QUAD   -  BEATRICE WEST (2017)
 LG1090
 LG1090                         *CURRENT SURVEY CONTROL
 LG1090  ______________________________________________________________________
 LG1090* NAD 83(1995) POSITION- 40 18 22.65359(N) 096 51 38.83806(W)   ADJUSTED
 LG1090* NAVD 88 ORTHO HEIGHT -   409.    (meters)     1342.    (feet) SCALED
 LG1090  ______________________________________________________________________
 LG1090  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 LG1090  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 LG1090  HORZ ORDER      -  SECOND
 LG1090
 LG1090.The horizontal coordinates were established by classical geodetic methods
 LG1090.and adjusted by the National Geodetic Survey in August 1997.
 LG1090
 LG1090.The orthometric height was scaled from a topographic map.
 LG1090
 LG1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1090.GEOID18 height accuracy estimate available here.
 LG1090
 LG1090.Click photographs - Photos may exist for this station.
 LG1090
 LG1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1090
 LG1090. The following values were computed from the NAD 83(1995) position.
 LG1090
 LG1090;                    North         East     Units Scale Factor Converg.
 LG1090;SPC NE       -    57,357.729   766,775.980   MT  0.99987556   +2 04 49.2
 LG1090;SPC NE       -   188,181.15  2,515,664.19   sFT  0.99987556   +2 04 49.2
 LG1090;UTM  14      - 4,463,949.460   681,790.956   MT  1.00000683   +1 23 03.0
 LG1090
 LG1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1090!SPC NE       -   0.99994005  x   0.99987556  =   0.99981562
 LG1090!UTM  14      -   0.99994005  x   1.00000683  =   0.99994688
 LG1090
 LG1090:                Primary Azimuth Mark                     Grid Az
 LG1090:SPC NE       -  CUB AZ MK 2                              358 43 27.4
 LG1090:UTM  14      -  CUB AZ MK 2                              359 25 13.6
 LG1090
 LG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8179063949(NAD 83)
 LG1090
 LG1090|---------------------------------------------------------------------|
 LG1090| PID    Reference Object                     Distance      Geod. Az  |
 LG1090|                                                           dddmmss.s |
 LG1090| CL6332 CUB AZ MK 2                                        0004816.6 |
 LG1090| CL6333 CUB RM 1                             40.005 METERS 07532     |
 LG1090| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX.10.5 KM 1114526.6 |
 LG1090| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX.10.6 KM 1125700.4 |
 LG1090| CL6331 CUB AZ MK                                          1771457.1 |
 LG1090| LG1093 FIRST DUTCH LUTHERAN CHURCH         APPROX. 1.6 KM 2711741.0 |
 LG1090| LG1097 DEWITT MUNICIPAL TANK               APPROX.11.5 KM 3311225.2 |
 LG1090| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX.11.3 KM 3321311.0 |
 LG1090| CL6334 CUB RM 2                             35.607 METERS 34000     |
 LG1090|---------------------------------------------------------------------|
 LG1090
 LG1090                          SUPERSEDED SURVEY CONTROL
 LG1090
 LG1090  NAD 83(1986)-  40 18 22.66083(N)    096 51 38.83534(W) AD(       ) 2
 LG1090  NAD 27      -  40 18 22.65300(N)    096 51 37.73200(W) AD(       ) 2
 LG1090
 LG1090.Superseded values are not recommended for survey control.
 LG1090
 LG1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1090.See file dsdata.pdf to determine how the superseded data were derived.
 LG1090
 LG1090_MARKER: DS = TRIANGULATION STATION DISK
 LG1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1090_STAMPING: CUB 1947 1969
 LG1090_MARK LOGO: CGS
 LG1090_PROJECTION: FLUSH
 LG1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1090+STABILITY: SURFACE MOTION
 LG1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1090+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2017
 LG1090
 LG1090  HISTORY     - Date     Condition        Report By
 LG1090  HISTORY     - 1947     MONUMENTED       CGS
 LG1090  HISTORY     - 1969     MARK NOT FOUND   CGS
 LG1090  HISTORY     - 20070117 GOOD             NEDR
 LG1090  HISTORY     - 20170219 GOOD             THOMDD
 LG1090
 LG1090                          STATION DESCRIPTION
 LG1090
 LG1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1090'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF BEATRICE AT
 LG1090'THE JUNCTION OF STATE HIGHWAYS 4 AND 82.  IT IS AT ABOUT THE
 LG1090'CENTER OF A TRIANGLE FORMED BY STATE HIGHWAY 4 AND 82 AND A
 LG1090'NORTH-SOUTH GRAVELED ROAD.  IT IS 65 FEET NORTHEAST OF THE
 LG1090'CENTER OF STATE HIGHWAY 4, 71 FEET WEST OF THE CENTER OF A
 LG1090'NORTH-SOUTH GRAVELED ROAD AND 69 FEET SOUTH OF AN EAST-WEST
 LG1090'GRAVELED ROAD (STATE HIGHWAY 82).  IT IS STAMPED CUB 1947 AND
 LG1090'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1090'
 LG1090'REFERENCE MARK NO 1 IS AT THE NORTHWEST CORNER OF A CULTIVATED
 LG1090'FIELD, 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 58 FEET
 LG1090'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 2 FEET WEST
 LG1090'OF A TELEPHONE POLE.  IT IS STAMPED CUB NO 1 1947 AND PROJECTS
 LG1090'4 INCHES.
 LG1090'
 LG1090'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 33 FEET NORTH OF
 LG1090'THE CENTER OF STATE HIGHWAY 82, 112 FEET WEST OF THE CENTER
 LG1090'OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT SOUTHEAST OF A
 LG1090'FENCE LINE.  IT IS STAMPED CUB NO 2 1947 AND PROJECTS 4 INCHES.
 LG1090'
 LG1090'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27 FEET EAST OF THE
 LG1090'CENTER OF STATE HIGHWAY 4, 2 FEET NORTH OF A TELEPHONE POLE
 LG1090'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CUB
 LG1090'1947 AND PROJECTS 4 INCHES.
 LG1090'
 LG1090'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY 77
 LG1090'AND STATE HIGHWAYS 3 AND 4 IN THE CENTER OF BEATRICE, GO WEST ON
 LG1090'STATE HIGHWAYS 3 AND 4 FOR 1.85 MILE TO A FORK, TAKE RIGHT FORK,
 LG1090'STATE HIGHWAY 4, AND GO 5.8 MILES TO THE AZIMUTH MARK ON THE
 LG1090'RIGHT AS DESCRIBED.  CONTINUE ON STATE HIGHWAY 4 FOR 0.4 MILE TO
 LG1090'THE JUNCTION WITH STATE HIGHWAY 82 AND THE STATION ON THE LEFT
 LG1090'AS DESCRIBED.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 10 FEET.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 20 FEET.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT DEWITT IS VISIBLE AT 20 FEET.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 10 FEET.
 LG1090
 LG1090                          STATION RECOVERY (1969)
 LG1090
 LG1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1090'THE STATION SURFACE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 LG1090'THE UNDERGROUND SURFACE MARK, REFERENCE MARK NO. 1, AND
 LG1090'REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LG1090'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL
 LG1090'INDICATION FROM OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD
 LG1090'CONSTRUCTION.  THE HIGHWAYS MENTIONED IN THE OLD DESCRIPTION
 LG1090'HAVE BEEN CHANGED.
 LG1090'
 LG1090'THE UNDERGROUND STATION MARK WAS LOWERED VERTICALLY AND A NEW
 LG1090'SURFACE STATION MARK WAS SET, AND A NEW AZIMUTH MARK WAS ALSO
 LG1090'SET.
 LG1090'
 LG1090'FOLLOWING IS A NEW DESCRIPTION.  TO REACH THE STATION FROM
 LG1090'THE JUNCTION OF U.S. HIGHWAYS 77, 136, AND STATE HIGHWAY
 LG1090'4 IN BEATRICE, GO WEST ON U.S. HIGHWAY 136 AND STATE HIGHWAY
 LG1090'FOR 1.55 MILES TO THERE JUNCTION.  TURN RIGHT AND GO NORTH
 LG1090'AND NORTHWEST ON STATE HIGHWAY 4 FOR 5.65 MILES TO A CROSSROAD.
 LG1090'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.6 MILE TO A
 LG1090'TRIANGLE FORMED BY THE ROADS AND THE STATION ON THE LEFT NEAR
 LG1090'THE CENTER OF THE TRIANGLE.  (CONTINUE NORTH ON THE GRAVELED
 LG1090'ROAD FOR 0.65 MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK
 LG1090'ON THE LEFT.)
 LG1090'
 LG1090'STATION MARKS ARE STANDARD DISKS STAMPED CUB 1947 1969.
 LG1090'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LG1090'WHICH PROJECTS 2 INCHES.  IT IS 65 FEET NORTHEAST OF THE
 LG1090'CENTER OF OLD STATE HIGHWAY 4, 71 FEET WEST OF THE CENTER OF A
 LG1090'NORTH-SOUTH ROAD, 69 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1090'ROAD, 44 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 LG1090'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 LG1090'TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE
 LG1090'OF THE GROUND.
 LG1090'
 LG1090'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUB NO. 1 1947, IS
 LG1090'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LG1090'INCHES.  IT IS 58 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG1090'ROAD, 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET
 LG1090'WEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE.
 LG1090'
 LG1090'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUB NO. 2 1947,
 LG1090'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG1090'2 INCHES.  IT IS 112 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1090'ROAD, 33 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, AND
 LG1090'1 FOOT SOUTHEAST OF A FENCE.
 LG1090'
 LG1090'AZIMUTH MARK, A STANDARD DISK STAMPED CUB 1947 1969, IS SET
 LG1090'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 LG1090'IT IS 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 15
 LG1090'FEET NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A
 LG1090'FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG1090'
 LG1090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 6-1/2
 LG1090'MILES NW OF BEATRICE.
 LG1090
 LG1090                          STATION RECOVERY (2007)
 LG1090
 LG1090'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG1090'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG1090'FOUND STATION IN GOOD CONDITION AS DESCRIBED BY USCGS (1969),
 LG1090'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 NOT FOUND AND BELIEVED
 LG1090'DESTROYED DUE TO ROAD CONSTRUCTION, AZIMUTH MARK FOUND IN GOOD
 LG1090'CONDITION AND SUITABLE FOR SATELLITE OBSERVATION, A U.S.C.E. WITNESS
 LG1090'POST 1.0 FT. NORTH OF AZ. MARK, WIRE GATE AND FENCE GONE.
 LG1090
 LG1090                          STATION RECOVERY (2017)
 LG1090
 LG1090'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (NJO)
 LG1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH3512 ***********************************************************************
 AH3512  DESIGNATION -  CUB AZ MK
 AH3512  PID         -  AH3512
 AH3512  STATE/COUNTY-  NE/KIMBALL
 AH3512  COUNTRY     -  US
 AH3512  USGS QUAD   -  KIMBALL (2017)
 AH3512
 AH3512                         *CURRENT SURVEY CONTROL
 AH3512  ______________________________________________________________________
 AH3512* NAD 83(2011) POSITION- 41 11 29.87061(N) 103 39 49.24042(W)   ADJUSTED
 AH3512* NAD 83(2011) ELLIP HT-  1475.180 (meters)        (06/27/12)   ADJUSTED
 AH3512* NAD 83(2011) EPOCH   -  2010.00
 AH3512* NAVD 88 ORTHO HEIGHT -  1493.9   (meters)     4901.    (feet) GPS OBS
 AH3512  ______________________________________________________________________
 AH3512  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH3512  GEOID HEIGHT    -        -18.633 (meters)                     GEOID96
 AH3512  GEOID HEIGHT    -        -18.756 (meters)                     GEOID18
 AH3512  NAD 83(2011) X  - -1,135,688.331 (meters)                     COMP
 AH3512  NAD 83(2011) Y  - -4,671,649.476 (meters)                     COMP
 AH3512  NAD 83(2011) Z  -  4,179,432.845 (meters)                     COMP
 AH3512  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 AH3512
 AH3512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3512  Standards:
 AH3512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3512  -------------------------------------------------------------------
 AH3512  NETWORK    0.79   1.49           0.36   0.28   0.76     -0.00961848
 AH3512  -------------------------------------------------------------------
 AH3512  Click here for local accuracies and other accuracy information.
 AH3512
 AH3512.The horizontal coordinates were established by GPS observations
 AH3512.and adjusted by the National Geodetic Survey in June 2012.
 AH3512
 AH3512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3512.been affixed to the stable North American tectonic plate. See 
 AH3512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3512
 AH3512.The horizontal coordinates are valid at the epoch date displayed above
 AH3512.which is a decimal equivalence of Year/Month/Day.
 AH3512
 AH3512.The orthometric height was determined by GPS observations and a
 AH3512.high-resolution geoid model.
 AH3512
 AH3512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3512.GEOID18 height accuracy estimate available here.
 AH3512
 AH3512.Click photographs - Photos may exist for this station.
 AH3512
 AH3512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3512
 AH3512.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3512
 AH3512.The ellipsoidal height was determined by GPS observations
 AH3512.and is referenced to NAD 83.
 AH3512
 AH3512. The following values were computed from the NAD 83(2011) position.
 AH3512
 AH3512;                    North         East     Units Scale Factor Converg.
 AH3512;SPC NE       -   157,314.768   192,842.554   MT  0.99967355   -2 25 40.5
 AH3512;SPC NE       -   516,123.53    632,684.28   sFT  0.99967355   -2 25 40.5
 AH3512;UTM  13      - 4,560,890.976   612,061.968   MT  0.99975455   +0 52 48.6
 AH3512
 AH3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3512!SPC NE       -   0.99976866  x   0.99967355  =   0.99944229
 AH3512!UTM  13      -   0.99976866  x   0.99975455  =   0.99952327
 AH3512
 AH3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1206160890(NAD 83)
 AH3512
 AH3512                          SUPERSEDED SURVEY CONTROL
 AH3512
 AH3512  NAD 83(2007)-  41 11 29.87043(N)    103 39 49.24115(W) AD(2002.00) 0
 AH3512  ELLIP H (02/10/07) 1475.206  (m)                       GP(2002.00)    
 AH3512  ELLIP H (01/02/02) 1475.198  (m)                       GP(       ) 4 2
 AH3512  NAD 83(1995)-  41 11 29.86990(N)    103 39 49.24097(W) AD(       ) 3
 AH3512  ELLIP H (09/17/98) 1475.232  (m)                       GP(       ) 4 2
 AH3512
 AH3512.Superseded values are not recommended for survey control.
 AH3512
 AH3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3512.See file dsdata.pdf to determine how the superseded data were derived.
 AH3512
 AH3512_MARKER: DZ = AZIMUTH MARK DISK
 AH3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3512_STAMPING: CUB 1963
 AH3512_MARK LOGO: CGS
 AH3512_PROJECTION: FLUSH
 AH3512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3512+STABILITY: SURFACE MOTION
 AH3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3512+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 AH3512
 AH3512  HISTORY     - Date     Condition        Report By
 AH3512  HISTORY     - 1963     MONUMENTED       CGS
 AH3512  HISTORY     - 19970730 GOOD             NGS
 AH3512  HISTORY     - 20101101 GOOD             NEGS
 AH3512
 AH3512                          STATION DESCRIPTION
 AH3512
 AH3512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AH3512'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST SOUTHEAST
 AH3512'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL NEAR THE NORTHEAST CORNER
 AH3512'OF THE PERIMETER FENCE SURROUNDING THE KIMBALL MUNICIPAL/ROBERT E.
 AH3512'ARRAJ FIELD.  OWNERSHIP--STATE OF NEBRASKA, RIGHT-OF-WAY.  TO REACH
 AH3512'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 AH3512'HIGHWAY 71 (ABOUT 1.0 MI (1.6 KM) SOUTH OF KIMBALL) , GO SOUTH ON
 AH3512'STATE HIGHWAY 71 FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH COUNTY
 AH3512'ROAD 28, CONTINUE AHEAD FOR 50 METERS (164.0 FT) TO THE STATION ON THE
 AH3512'RIGHT ALONG THE PERIMETER FENCE ROW.  THE STATION IS LOCATED 150.0 FT
 AH3512'(45.7 M) SOUTH OF THE NORTHEAST CORNER OF THE AIRPORT PEREMITER FENCE,
 AH3512'64.3 FT (19.6 M) WEST OF THE CENTER OF THE STATE HIGHWAY, 5.2 FT (1.6
 AH3512'M) WEST OF A FIBERGLASS WITNESS POST, 1.3 FT (0.4 M) EAST OF THE
 AH3512'PERIMETER FENCE, AND THE MONUMENT IS PROJECTING 0.2 FT (6.1 CM) ABOVE
 AH3512'THE GROUND SURFACE.
 AH3512
 AH3512                          STATION RECOVERY (2010)
 AH3512
 AH3512'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 AH3512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0789 ***********************************************************************
 NN0789  DESIGNATION -  CUBA
 NN0789  PID         -  NN0789
 NN0789  STATE/COUNTY-  NE/BROWN
 NN0789  COUNTRY     -  US
 NN0789  USGS QUAD   -  BASSETT NW (2017)
 NN0789
 NN0789                         *CURRENT SURVEY CONTROL
 NN0789  ______________________________________________________________________
 NN0789* NAD 83(1995) POSITION- 42 42 33.67555(N) 099 40 39.85199(W)   ADJUSTED
 NN0789* NAVD 88 ORTHO HEIGHT -   672.    (meters)     2205.    (feet) SCALED
 NN0789  ______________________________________________________________________
 NN0789  GEOID HEIGHT    -        -23.363 (meters)                     GEOID18
 NN0789  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 NN0789  HORZ ORDER      -  THIRD
 NN0789
 NN0789.The horizontal coordinates were established by classical geodetic methods
 NN0789.and adjusted by the National Geodetic Survey in August 1997.
 NN0789
 NN0789.The orthometric height was scaled from a topographic map.
 NN0789
 NN0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0789.GEOID18 height accuracy estimate available here.
 NN0789
 NN0789.Click photographs - Photos may exist for this station.
 NN0789
 NN0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0789
 NN0789. The following values were computed from the NAD 83(1995) position.
 NN0789
 NN0789;                    North         East     Units Scale Factor Converg.
 NN0789;SPC NE       -   319,384.649   526,397.944   MT  0.99987973   +0 12 48.8
 NN0789;SPC NE       - 1,047,847.80  1,727,023.92   sFT  0.99987973   +0 12 48.8
 NN0789;UTM  14      - 4,728,762.563   444,499.038   MT  0.99963790   -0 27 34.9
 NN0789
 NN0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0789!SPC NE       -   0.99989825  x   0.99987973  =   0.99977799
 NN0789!UTM  14      -   0.99989825  x   0.99963790  =   0.99953618
 NN0789
 NN0789:                Primary Azimuth Mark                     Grid Az
 NN0789:SPC NE       -  CUBA AZ MK                               088 30 15.3
 NN0789:UTM  14      -  CUBA AZ MK                               089 10 39.0
 NN0789
 NN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4449928762(NAD 83)
 NN0789
 NN0789|---------------------------------------------------------------------|
 NN0789| PID    Reference Object                     Distance      Geod. Az  |
 NN0789|                                                           dddmmss.s |
 NN0789| CO2937 CUBA RM 2                            12.539 METERS 00048     |
 NN0789| CO2935 CUBA AZ MK                                         0884304.1 |
 NN0789| CO2936 CUBA RM 1                            13.429 METERS 10217     |
 NN0789|---------------------------------------------------------------------|
 NN0789
 NN0789                          SUPERSEDED SURVEY CONTROL
 NN0789
 NN0789  NAD 83(1986)-  42 42 33.68334(N)    099 40 39.86450(W) AD(       ) 3
 NN0789  NAD 27      -  42 42 33.68100(N)    099 40 38.43400(W) AD(       ) 3
 NN0789
 NN0789.Superseded values are not recommended for survey control.
 NN0789
 NN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0789.See file dsdata.pdf to determine how the superseded data were derived.
 NN0789
 NN0789_MARKER: DS = TRIANGULATION STATION DISK
 NN0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0789_STAMPING: CUBA 1949
 NN0789_MARK LOGO: CGS
 NN0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0789+STABILITY: SURFACE MOTION
 NN0789
 NN0789  HISTORY     - Date     Condition        Report By
 NN0789  HISTORY     - 1949     MONUMENTED       CGS
 NN0789
 NN0789                          STATION DESCRIPTION
 NN0789
 NN0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0789'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH AND 7.0 MILES
 NN0789'WEST OF BASSETT, ABOUT 1.0 MILE SOUTH OF THE NIOBRARA RIVER,
 NN0789'87.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CUBA CHURCH,
 NN0789'57.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH YARD
 NN0789'FENCE, 20.0 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 17.0
 NN0789'FEET NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 5.0
 NN0789'FEET EAST OF A WITNESS POST.  IT PROJECTS ONE INCH AND IS
 NN0789'STAMPED, CUBA 1949.
 NN0789'
 NN0789'REFERENCE MARK NO. 1 IS 18.0 FEET EAST-SOUTHEAST OF THE CENTER
 NN0789'OF A TRACK ROAD AND 10.5 FEET SOUTH OF A FENCE CORNER.  IT
 NN0789'PROJECTS ONE INCH AND IS STAMPED, CUBA NO 1 1949.
 NN0789'
 NN0789'REFERENCE MARK NO. 2 IS 66.0 FEET SOUTH OF THE SOUTHEAST
 NN0789'CORNER OF THE CHURCH, 38.0 FEET EAST OF THE SOUTHEAST CORNER
 NN0789'OF THE CHURCH YARD FENCE, AND 21.0 FEET NORTH OF THE CENTER OF
 NN0789'A TRACK ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED, CUBA NO
 NN0789'2 1949.
 NN0789'
 NN0789'AZIMUTH MARK IS 26.0 FEET NORTH OF THE CENTER OF A TRACK
 NN0789'ROAD, 2.5 FEET WEST OF A TELEPHONE POLE, AND 1.5 FEET WEST
 NN0789'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED,
 NN0789'CUBA 1949.
 NN0789'
 NN0789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0789'20 AND STATE HIGHWAY NO. 55, ABOUT 0.75 MILE NORTH OF LONG
 NN0789'PINE, GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.35 MILES TO A
 NN0789'CROSSROAD, JUST BEFORE REACHING AN OVERPASS AND A SIGN ON THE LEFT
 NN0789'PINE CREEK CAMP MEETING, TURN LEFT AND GO NORTH FOR 9.7 MILES TO
 NN0789'A SCHOOL HOUSE ON THE LEFT, CONTINUE NORTH FOR 1.5 MILES TO A
 NN0789'FORK, JUST NORTH OF A CATTLE GUARD, TAKE LEFT FORK AND GO 0.9
 NN0789'MILE TO A FORK, TAKE RIGHT FORK AND GO NORTHEAST ON TRACK ROAD
 NN0789'FOR 1.0 MILE TO THE CUBA CHURCH AND THE STATION AS
 NN0789'DESCRIBED.
 NN0789'
 NN0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK
 NN0789'ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NN0789'
 NN0789'A 4 FOOT SIGNAL AT RIVERVIEW IS VISIBLE AT 4 FEET.
 NN0789'
 NN0789'AN 87 FOOT SIGNAL AT LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0789'
 NN0789'A 74 FOOT SIGNAL AT PINE IS VISIBLE AT 4 FEET.
 NN0789'
 NN0789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0401 ***********************************************************************
 LJ0401  DESIGNATION -  CURTIS
 LJ0401  PID         -  LJ0401
 LJ0401  STATE/COUNTY-  NE/FRONTIER
 LJ0401  COUNTRY     -  US
 LJ0401  USGS QUAD   -  MOOREFIELD (2017)
 LJ0401
 LJ0401                         *CURRENT SURVEY CONTROL
 LJ0401  ______________________________________________________________________
 LJ0401* NAD 83(1995) POSITION- 40 38 04.06336(N) 100 28 25.84137(W)   ADJUSTED
 LJ0401* NAVD 88 ORTHO HEIGHT -   813.    (meters)     2667.    (feet) SCALED
 LJ0401  ______________________________________________________________________
 LJ0401  GEOID HEIGHT    -        -23.291 (meters)                     GEOID18
 LJ0401  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LJ0401  HORZ ORDER      -  THIRD
 LJ0401
 LJ0401.The horizontal coordinates were established by classical geodetic methods
 LJ0401.and adjusted by the National Geodetic Survey in August 1997.
 LJ0401
 LJ0401.The orthometric height was scaled from a topographic map.
 LJ0401
 LJ0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0401.GEOID18 height accuracy estimate available here.
 LJ0401
 LJ0401.Click photographs - Photos may exist for this station.
 LJ0401
 LJ0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0401
 LJ0401. The following values were computed from the NAD 83(1995) position.
 LJ0401
 LJ0401;                    North         East     Units Scale Factor Converg.
 LJ0401;SPC NE       -    89,058.493   459,922.831   MT  0.99977327   -0 18 50.5
 LJ0401;SPC NE       -   292,186.07  1,508,930.15   sFT  0.99977327   -0 18 50.5
 LJ0401;UTM  14      - 4,499,224.249   375,363.016   MT  0.99979121   -0 57 35.8
 LJ0401
 LJ0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0401!SPC NE       -   0.99987608  x   0.99977327  =   0.99964938
 LJ0401!UTM  14      -   0.99987608  x   0.99979121  =   0.99966732
 LJ0401
 LJ0401:                Primary Azimuth Mark                     Grid Az
 LJ0401:SPC NE       -  CURTIS AZ MK RESET                       062 44 53.0
 LJ0401:UTM  14      -  CURTIS AZ MK RESET                       063 23 38.3
 LJ0401
 LJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7536399224(NAD 83)
 LJ0401
 LJ0401|---------------------------------------------------------------------|
 LJ0401| PID    Reference Object                     Distance      Geod. Az  |
 LJ0401|                                                           dddmmss.s |
 LJ0401| CN9096 CURTIS RM 1                          15.624 METERS 01435     |
 LJ0401| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 8.9 KM 0452821.3 |
 LJ0401| CN9094 CURTIS AZ MK                                       0605352.0 |
 LJ0401| CN9095 CURTIS AZ MK RESET                                 0622602.5 |
 LJ0401| CN9097 CURTIS RM 2                          12.985 METERS 27323     |
 LJ0401|---------------------------------------------------------------------|
 LJ0401
 LJ0401                          SUPERSEDED SURVEY CONTROL
 LJ0401
 LJ0401  NAD 83(1986)-  40 38 04.06901(N)    100 28 25.84833(W) AD(       ) 3
 LJ0401  NAD 27      -  40 38 04.03708(N)    100 28 24.33693(W) AD(       ) 3
 LJ0401
 LJ0401.Superseded values are not recommended for survey control.
 LJ0401
 LJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0401.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0401
 LJ0401_MARKER: DS = TRIANGULATION STATION DISK
 LJ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0401_STAMPING: CURTIS 1951
 LJ0401_MARK LOGO: CGS
 LJ0401_PROJECTION: FLUSH
 LJ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0401+STABILITY: SURFACE MOTION
 LJ0401
 LJ0401  HISTORY     - Date     Condition        Report By
 LJ0401  HISTORY     - 1951     MONUMENTED       CGS
 LJ0401  HISTORY     - 1961     GOOD             CGS
 LJ0401
 LJ0401                          STATION DESCRIPTION
 LJ0401
 LJ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0401'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF CURTIS, ON
 LJ0401'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23N AND JUST WEST
 LJ0401'OF A GRAVELED ROAD LEADING NORTH TO THE CURTIS MUNICIPAL
 LJ0401'AIRPORT.  IT IS 44.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LJ0401'23N, 36.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LJ0401'ROAD, 13.0 FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 3.5
 LJ0401'FEET SOUTHWEST OF A FENCE CORNER.  IT PROJECTS 2 INCHES AND
 LJ0401'IS STAMPED CURTIS 1951.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 1 IS 35.0 FEET WEST OF THE CENTER OF A
 LJ0401'NORTH-SOUTH GRAVELED ROAD, 10.0 FEET NORTH OF A TELEPHONE
 LJ0401'POLE AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES
 LJ0401'AND IS STAMPED CURTIS NO 1 1951.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 2 IS 47.0 FEET NORTH OF THE CENTER OF
 LJ0401'STATE HIGHWAY 23N, 33.0 FEET WEST-NORTHWEST OF A TELEPHONE
 LJ0401'POLE AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES
 LJ0401'AND IS STAMPED CURTIS NO 2 1951.
 LJ0401'
 LJ0401'THE DISTANCE BETWEEN REFERENCE MARKS IS 72.7 FEET.
 LJ0401'
 LJ0401'THE AZIMUTH MARK IS 28.0 FEET EAST OF THE CENTER OF STATE
 LJ0401'HIGHWAY 23N, 4.0 FEET SOUTH OF A FENCE CORNER AND SET IN A
 LJ0401'NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LJ0401'CURTIS 1951.
 LJ0401'
 LJ0401'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND NORTHEAST
 LJ0401'ON STATE HIGHWAY 23N FOR 1.1 MILES TO A FENCE CORNER AND THE
 LJ0401'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0401'
 LJ0401'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO NORTH,
 LJ0401'THEN EAST, ON STATE HIGHWAY 23N FOR 2.5 MILES TO A GRAVELED
 LJ0401'ROAD LEADING NORTH TO THE CURTIS MUNICIPAL AIRPORT AND THE
 LJ0401'STATION ON THE LEFT AS DESCRIBED.
 LJ0401'
 LJ0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0401
 LJ0401                          STATION RECOVERY (1961)
 LJ0401
 LJ0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0401'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LJ0401'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ON STATE HIGHWAY
 LJ0401'23 WILL DESTROY THE AZIMUTH MARK, SO IT WAS MOVED.  A COMPLETE
 LJ0401'DESCRIPTION FOLLOWS.
 LJ0401'
 LJ0401'STATION IS LOCATED ABOUT 2 AND 1/2 MILES EAST OF CURTIS ON
 LJ0401'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23N AND JUST WEST OF
 LJ0401'A GRAVEL ROAD LEADING NORTH TO THE CURTIS MUNI. AIRPORT, 150
 LJ0401'FEET NORTH OF THE CENTERLINE OF NEW STATE HIGHWAY 23N, 36 FEET
 LJ0401'WEST OF THE CENTER OF GRAVEL ROAD, 3 FEET SOUTHWEST OF A
 LJ0401'FENCE CORNER, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE
 LJ0401'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LJ0401'STAMPED CURTIS 1951.
 LJ0401'
 LJ0401'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO NORTH
 LJ0401'AND THEN EAST ON STATE HIGHWAY 23N FOR 2.5 MILES TO A
 LJ0401'GRAVEL ROAD ON THE LEFT LEADING NORTH TO THE CURTIS MUNICIPAL
 LJ0401'AIRPORT AND THE STATION AS DESCRIBED.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 1 IS 51.26 FEET NORTH OF THE STATION, 35
 LJ0401'FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 1 FOOT EAST OF
 LJ0401'A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LJ0401'THE DISK IS STAMPED CURTIS NO 1 1951.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 2 IS 42.60 FEET WEST OF THE STATION, 150
 LJ0401'FEET NORTH OF THE CENTER OF STATE HIGHWAY 23 N, AND 1 FOOT
 LJ0401'SOUTH OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 LJ0401'STAMPED CURTIS NO 2 1951.
 LJ0401'
 LJ0401'AZIMUTH MARK (RESET) IS 1.0 MILE NORTHEAST OF THE STATION, 320
 LJ0401'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST FROM
 LJ0401'THE HIGHWAY, 111 FEET EAST OF THE CENTER OF STATE HIGHWAY 23
 LJ0401'N, 1 FOOT WEST OF A FENCE, AND 1 FOOT SOUTH OF A NEW STEEL
 LJ0401'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LJ0401'CURTIS 1951 RESET 1961.
 LJ0401'
 LJ0401'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 LJ0401'STATE HIGHWAY 23 N FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 LJ0401'RIGHT AS DESCRIBED.
 LJ0401'
 LJ0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1902 ***********************************************************************
 MK1902  DESIGNATION -  CURTIS
 MK1902  PID         -  MK1902
 MK1902  STATE/COUNTY-  NE/BUTLER
 MK1902  COUNTRY     -  US
 MK1902  USGS QUAD   -  COLUMBUS SE (2017)
 MK1902
 MK1902                         *CURRENT SURVEY CONTROL
 MK1902  ______________________________________________________________________
 MK1902* NAD 83(1995) POSITION- 41 18 34.03532(N) 097 19 51.82924(W)   ADJUSTED
 MK1902* NAVD 88 ORTHO HEIGHT -   511.79  (+/-2cm)     1679.1   (feet) VERTCON
 MK1902  ______________________________________________________________________
 MK1902  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 MK1902  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 MK1902  HORZ ORDER      -  FIRST
 MK1902  VERT ORDER      -  THIRD ? (See Below)
 MK1902
 MK1902.The horizontal coordinates were established by classical geodetic methods
 MK1902.and adjusted by the National Geodetic Survey in August 1997.
 MK1902
 MK1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1902
 MK1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1902.GEOID18 height accuracy estimate available here.
 MK1902
 MK1902.The vertical order pertains to the NGVD 29 superseded value.
 MK1902
 MK1902.Click photographs - Photos may exist for this station.
 MK1902
 MK1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1902
 MK1902. The following values were computed from the NAD 83(1995) position.
 MK1902
 MK1902;                    North         East     Units Scale Factor Converg.
 MK1902;SPC NE       -   167,335.107   723,387.446   MT  0.99966444   +1 46 07.3
 MK1902;SPC NE       -   548,998.60  2,373,313.65   sFT  0.99966444   +1 46 07.3
 MK1902;UTM  14      - 4,574,453.694   639,704.151   MT  0.99984020   +1 06 06.8
 MK1902
 MK1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1902!SPC NE       -   0.99992373  x   0.99966444  =   0.99958820
 MK1902!UTM  14      -   0.99992373  x   0.99984020  =   0.99976395
 MK1902
 MK1902:                Primary Azimuth Mark                     Grid Az
 MK1902:SPC NE       -  DUNCAN MUNICIPAL TANK                    302 47 43.9
 MK1902:UTM  14      -  DUNCAN MUNICIPAL TANK                    303 27 44.4
 MK1902
 MK1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3970474453(NAD 83)
 MK1902
 MK1902|---------------------------------------------------------------------|
 MK1902| PID    Reference Object                     Distance      Geod. Az  |
 MK1902|                                                           dddmmss.s |
 MK1902| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.27.4 KM 0552831.1 |
 MK1902| MK2111 ROGERS MUNICIPAL TANK               APPROX.38.7 KM 0633556.9 |
 MK1902| CN9091 CURTIS RM 1                          32.535 METERS 09504     |
 MK1902| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX.17.9 KM 1081924.9 |
 MK1902| MK1863 DAVID CITY TANK                     APPROX.18.8 KM 1085312.4 |
 MK1902| CN9093 CURTIS RM 3                          64.008 METERS 14516     |
 MK1902| MK1885 RISING CITY STANDPIPE               APPROX.13.1 KM 1670212.8 |
 MK1902| CN9092 CURTIS RM 2                                        19438     |
 MK1902| MK1892 SHELBY CATHOLIC CH DOME             APPROX.15.4 KM 2105032.3 |
 MK1902| MK1891 SHELBY MUNICIPAL TANK               APPROX.15.1 KM 2121708.3 |
 MK1902| MK1903 DUNCAN MUNICIPAL TANK               APPROX.16.5 KM 3043351.2 |
 MK1902| MK1848 PLATTE CENTER TANK                  APPROX.28.6 KM 3334451.0 |
 MK1902| CN9090 CURTIS AZ MK                                       3334644.9 |
 MK1902| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.13.3 KM 3485737.8 |
 MK1902| MK1896 COLUMBUS NW PWR LT CO SMOKESTK      APPROX.13.3 KM 3490202.5 |
 MK1902| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX.12.6 KM 3531636.7 |
 MK1902| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX.13.7 KM 3535027.0 |
 MK1902|---------------------------------------------------------------------|
 MK1902
 MK1902                          SUPERSEDED SURVEY CONTROL
 MK1902
 MK1902  NAD 83(1986)-  41 18 34.04472(N)    097 19 51.83205(W) AD(       ) 1
 MK1902  NAD 27      -  41 18 33.99200(N)    097 19 50.67900(W) AD(       ) 1
 MK1902  NGVD 29             511.61   (m)         1678.5    (f) LEVELING    3  
 MK1902
 MK1902.Superseded values are not recommended for survey control.
 MK1902
 MK1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1902.See file dsdata.pdf to determine how the superseded data were derived.
 MK1902
 MK1902_MARKER: DS = TRIANGULATION STATION DISK
 MK1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1902_STAMPING: CURTIS 1930
 MK1902_MARK LOGO: CGS
 MK1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1902+STABILITY: SURFACE MOTION
 MK1902
 MK1902  HISTORY     - Date     Condition        Report By
 MK1902  HISTORY     - 1930     MONUMENTED       CGS
 MK1902  HISTORY     - 1933     GOOD             NEGS
 MK1902  HISTORY     - 1935     GOOD             CGS
 MK1902  HISTORY     - 1950     GOOD             CGS
 MK1902
 MK1902                          STATION DESCRIPTION
 MK1902
 MK1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1902'ABOUT 8 MILES SOUTH AND 1-1/2 MILS EAST OF COLUMBUS, IN SOUTHEAST
 MK1902'QUARTER SEC. 32, T. 16 N., R. 1 E., ON LAND OWNED BY JEAN
 MK1902'CURTIS WHO LIVES ABOUT 1/2 MILE NORTH.  THE STATION IS ON
 MK1902'THE HIGHEST POINT OF A PROMINENT GRASSY KNOLL, IN PASTURE
 MK1902'LAND, AND 32.46 METERS WEST OF WEST FENCE LINE OF SECTION.
 MK1902'JUST SOUTH OF THE STATION THERE IS A BUSHY DRAW WHICH CROSSES
 MK1902'THE SECTION LINE.
 MK1902'
 MK1902'REFERENCE MARK NO. 1 IS ON THE WEST SECTION FENCE LINE AND
 MK1902'32.52 METERS FROM THE STATION.
 MK1902'
 MK1902'REFERENCE MARK NO. 2 IS APPROXIMATELY 0.2 MILE FROM THE
 MK1902'STATION AND IN THE SOUTHWEST SECTION CORNER, 0.21 METER OFF
 MK1902'THE SOUTH FENCE LINE, AND 0.36 METER OFF THE WEST FENCE
 MK1902'LINE.
 MK1902'
 MK1902'TO REACH FROM COLUMBUS, GO WEST FROM HOTEL EVANS FOR 1/2
 MK1902'MILE, THEN SOUTH ON U.S. HIGHWAY 81 FOR 4 MILES, EAST 1 MILE,
 MK1902'SOUTH 6 MILES, EAST 1 MILE AND THEN NORTH 0.9 MILE TO POINT AT
 MK1902'SOUTH SIDE OF BRUSHY DRAW AS DESCRIBED ABOVE.
 MK1902'
 MK1902'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 MK1902
 MK1902                          STATION RECOVERY (1933)
 MK1902
 MK1902'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1933
 MK1902'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  SUGGESTED
 MK1902'CHANGE IN DESCRIPTION OF STATION FOLLOWS.
 MK1902'
 MK1902'ABOUT 8 MILES SOUTH AND 2 MILES EAST OF NEW VIADUCT IN COLUMBUS,
 MK1902'ON FARM OF JEAN CURTIS, IN SOUTHEAST QUARTER SEC. 32, T. 16 N.,
 MK1902'R. 1 E., APPROXIMATELY 100 FEET WEST OF EAST LINE, AND 1,000
 MK1902'FEET NORTH OF SOUTH LINE OF SECTION, ON HIGHEST POINT OF
 MK1902'PROMINENT GRASSY KNOLL.  STATION MARK IS A STANDARD BRONZE
 MK1902'DISKS SET IN CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 MK1902'ABOVE SURFACE OF GROUND.
 MK1902'
 MK1902'TO REACH FROM COLUMBUS, PROCEED WEST 1/2 MILE FROM EVANS
 MK1902'HOTEL SOUTH 3 MILES ON U.S. HIGHWAY 81, EAST 1 MILE, SOUTH
 MK1902'3 MILES AND EAST 1 MILE ON STATE HIGHWAY 64, SOUTH 1-3/4 MILES
 MK1902'ON PUBLIC ROAD, CONTINUE THROUGH GATE ON WEST SIDE OF ROAD IN
 MK1902'SOUTHWESTERLY DIRECTION TO TOP OF HILL.
 MK1902
 MK1902                          STATION RECOVERY (1935)
 MK1902
 MK1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1902'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ABOUT
 MK1902'8 MILES SOUTH AND 2 MILES EAST OF A NEW VIADUCT IN COLUMBUS,
 MK1902'ON FARM ON JEAN CURTIS, IN SOUTHEAST QUARTER SEC. 32, T. 16 N.,
 MK1902'R. 1 E., 106 FEET WEST OF NORTH-SOUTH FENCE LINE, ON HIGHEST
 MK1902'POINT OF GRASSY KNOLL.  STATION MARK IS STANDARD BRONZE DISK
 MK1902'SET IN CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE
 MK1902'SURFACE OF GROUND.
 MK1902'
 MK1902'TO REACH FROM COLUMBUS PROCEED WEST FROM EVANS HOTEL 0.5
 MK1902'MILE, TURN SOUTH ON U.S. HIGHWAY 81, GO 3.4 MILES, TURN LEFT
 MK1902'(EAST) GO 1.0 MILE, TURN RIGHT (SOUTH) GO 3.0 MILES, TURN EAST
 MK1902'1.0 MILE, TURN RIGHT (SOUTH) ONTO DIRT PUBLIC ROAD, GO 1-3/4
 MK1902'MILES TO FARMHOUSE ON RIGHT.  CONTINUE STRAIGHT AHEAD THROUGH
 MK1902'LANE TO TOP OF HILL AND STATION 106 FEET WEST OF NORTH-SOUTH
 MK1902'FENCE LINE.
 MK1902'
 MK1902'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION
 MK1902'AND MEASUREMENT CHECKED.  106.72 FEET (32.527 METERS).
 MK1902'
 MK1902'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND TO BE IN GOOD
 MK1902'CONDITION.
 MK1902'
 MK1902'A NEW REFERENCE MARK WAS SET.  REFERENCE MARK NO. 3 IS 210.00
 MK1902'FEET (64.008 METERS) SOUTHEAST OF STATION SET IN NORTH-SOUTH
 MK1902'FENCE LINE.
 MK1902
 MK1902                          STATION RECOVERY (1950)
 MK1902
 MK1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1902'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MK1902'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED.  AN
 MK1902'AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 MK1902'FOLLOWS.  STATION IS LOCATED ABOUT 10 MILES SOUTH SOUTHEAST
 MK1902'OF COLUMBUS AND 9 MILES NORTH NORTHWEST OF RISING CITY ON A
 MK1902'PROMINENT GRASSY KNOLL IN PASTURE LANE.  STATION IS 110 FEET
 MK1902'WEST OF SECTION LINE FENCE.  THE MARK PROJECTS ABOUT 4
 MK1902'INCHES AND THE DISK IS STAMPED CURTIS 1930.
 MK1902'
 MK1902'REFERENCE MARK NO. 1 IS 12 FEET WEST OF FENCE.  THE MARK
 MK1902'PRJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CURTIS NO 1
 MK1902'1930.
 MK1902'
 MK1902'REFERENCE MARK NO. 3 IS 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 MK1902'ABOUT 12 INCHES AND THE DISK IS STAMPED CURTIS NO 3 1935.
 MK1902'
 MK1902'AZIMUTH MARK IS 2 FEET SOUTH OF WITNESS POST AND IN FENCELINE.
 MK1902'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CURTIS
 MK1902'1950.
 MK1902'
 MK1902'TO REACH FROM THE POST OFFICE IN RISING CITY GO SOUTH FOR
 MK1902'0.4 MILE TO U.S. HIGHWAY 30A.  TURN RIGHT AND GO WEST ON U.S.
 MK1902'HIGHWAY 30A FOR 0.75 MILE TO CROSSROADS.  TURN RIGHT AND GO
 MK1902'NORTH ON GRAVEL ROAD FOR 9.0 MILES TO CROSSROADS.  TURN LEFT
 MK1902'AND GO WEST 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH
 MK1902'FOR 0.6 MILE TO FARM BUILDINGS.  PASS THROUGH GATE JUST EAST
 MK1902'OF BARN AND CROSS BARN LOT TO GATE JUST SOUTH OF BARN.  PASS
 MK1902'THROUGH GATE AND GO WEST AND SOUTH UP HILL ALONG FENCE FOR
 MK1902'0.15 MILE TO AZIMUTH MARK ALONG FENCELINE AS DESCRIBED.
 MK1902'CONTINUE SOUTH FOR 0.15 MILE TO FENCE CORNER AND WIRE GATE.
 MK1902'PASS THROUGH GATE AND NEAR LEFT AND GO EAST FOR 0.2
 MK1902'MILE TO HIGHEST POINT IN PASTURE AND STATION AS
 MK1902'DESCRIBED.
 MK1902'
 MK1902'1950 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 MK1902'
 MK1902'AN 87 FOOT SIGNAL AT STATION OSCEOLA IS V.G.
 MK1902'
 MK1902'A 4 FOOT SIGNAL AT STATION ADAM IS V.G.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0607 ***********************************************************************
 NP0607  DESIGNATION -  CURVE
 NP0607  PID         -  NP0607
 NP0607  STATE/COUNTY-  NE/SHERIDAN
 NP0607  COUNTRY     -  US
 NP0607  USGS QUAD   -  RUSHVILLE (2017)
 NP0607
 NP0607                         *CURRENT SURVEY CONTROL
 NP0607  ______________________________________________________________________
 NP0607* NAD 83(1995) POSITION- 42 43 42.07331(N) 102 24 06.04485(W)   ADJUSTED
 NP0607* NAVD 88 ORTHO HEIGHT -  1167.6   (meters)     3831.    (feet) VERTCON
 NP0607  ______________________________________________________________________
 NP0607  GEOID HEIGHT    -        -18.203 (meters)                     GEOID18
 NP0607  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 NP0607  HORZ ORDER      -  SECOND
 NP0607
 NP0607.The horizontal coordinates were established by classical geodetic methods
 NP0607.and adjusted by the National Geodetic Survey in August 1997.
 NP0607
 NP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0607
 NP0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0607.GEOID18 height accuracy estimate available here.
 NP0607
 NP0607.Click photographs - Photos may exist for this station.
 NP0607
 NP0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0607
 NP0607. The following values were computed from the NAD 83(1995) position.
 NP0607
 NP0607;                    North         East     Units Scale Factor Converg.
 NP0607;SPC NE       -   324,177.256   303,351.827   MT  0.99988679   -1 35 29.7
 NP0607;SPC NE       - 1,063,571.55    995,246.79   sFT  0.99988679   -1 35 29.7
 NP0607;UTM  13      - 4,733,923.602   712,721.324   MT  1.00015674   +1 45 49.3
 NP0607
 NP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0607!SPC NE       -   0.99981977  x   0.99988679  =   0.99970658
 NP0607!UTM  13      -   0.99981977  x   1.00015674  =   0.99997648
 NP0607
 NP0607:                Primary Azimuth Mark                     Grid Az
 NP0607:SPC NE       -  RUSHVILLE MUNICIPAL WATER TANK           263 02 23.9
 NP0607:UTM  13      -  RUSHVILLE MUNICIPAL WATER TANK           259 41 04.9
 NP0607
 NP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1272133923(NAD 83)
 NP0607
 NP0607|---------------------------------------------------------------------|
 NP0607| PID    Reference Object                     Distance      Geod. Az  |
 NP0607|                                                           dddmmss.s |
 NP0607| CP9103 CURVE RM 2                           16.800 METERS 06111     |
 NP0607| CP9102 CURVE RM 1                           21.083 METERS 24647     |
 NP0607| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX. 5.1 KM 2612654.2 |
 NP0607|---------------------------------------------------------------------|
 NP0607
 NP0607                          SUPERSEDED SURVEY CONTROL
 NP0607
 NP0607  NAD 83(1993)-  42 43 42.06835(N)    102 24 06.04761(W) AD(       ) 2
 NP0607  NAD 83(1986)-  42 43 42.06465(N)    102 24 06.04449(W) AD(       ) 2
 NP0607  NAD 27      -  42 43 42.10590(N)    102 24 04.42935(W) AD(       ) 2
 NP0607  NGVD 29 (07/19/86) 1167.1    (m)         3829.     (f) VERT ANG       
 NP0607
 NP0607.Superseded values are not recommended for survey control.
 NP0607
 NP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0607.See file dsdata.pdf to determine how the superseded data were derived.
 NP0607
 NP0607_MARKER: DD = SURVEY DISK
 NP0607_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0607+WITH SETTING: INFORMATION.
 NP0607_STAMPING: CURVE ET 1968
 NP0607_MARK LOGO: USGS
 NP0607_PROJECTION: FLUSH
 NP0607_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0607
 NP0607  HISTORY     - Date     Condition        Report By
 NP0607  HISTORY     - 1968     MONUMENTED       USGS
 NP0607
 NP0607                          STATION DESCRIPTION
 NP0607
 NP0607'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0607'THE STATION IS ABOUT 3.3 MI E. OF RUSHVILLE, NEAR THE COR.
 NP0607'OF SECS. 19, 20, 29 AND 30, T. 32 N., R. 43 W., 72 FT N. OF
 NP0607'U.S. HWY. 20 ON TOP OF S. SPOIL BANK OF RR. CUT.
 NP0607'
 NP0607'TO REACH FROM THE CENTER OF RUSHVILLE, GO E. ON U.S. HWY. 20
 NP0607'FOR 3.3 MI TO A CURVE IN RD. AND STATION ON THE LEFT.
 NP0607'
 NP0607'STATION MARK, IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0607'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0607'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET CURVE 1968 IS
 NP0607'72 FT N. OF U.S. HWY. 20, 337 FT W. OF A T-FENCE S., 3 FT S.
 NP0607'AND 1 FT E. OF A METAL WITNESS POST, THE MARK IS FLUSH WITH
 NP0607'THE GROUND.
 NP0607'
 NP0607'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0607'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0607'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CURVE
 NP0607'NO 1 1968 IS WSW. OF STATION, 67 FT N. OF CENTER OF U.S. HWY.
 NP0607'20, THE MARK IS FLUSH WITH THE GROUND.
 NP0607'
 NP0607'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0607'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0607'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED CURVE
 NP0607'NO 2 1968 IS ENE. OF STATION, 79 FT N. OF CENTER OF U.S. HWY.
 NP0607'20, THE MARK IS FLUSH WITH THE GROUND.
 NP0607'
 NP0607'NO AZIMUTH MARK SET.
 NP0607'
 NP0607'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0607'
 NP0607'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1121 ***********************************************************************
 ML1121  DESIGNATION -  CUSTER
 ML1121  PID         -  ML1121
 ML1121  STATE/COUNTY-  NE/GREELEY
 ML1121  COUNTRY     -  US
 ML1121  USGS QUAD   -  GREELEY NE (2017)
 ML1121
 ML1121                         *CURRENT SURVEY CONTROL
 ML1121  ______________________________________________________________________
 ML1121* NAD 83(1995) POSITION- 41 38 11.26830(N) 098 32 46.21159(W)   ADJUSTED
 ML1121* NAVD 88 ORTHO HEIGHT -   700.7   (meters)     2299.    (feet) VERTCON
 ML1121  ______________________________________________________________________
 ML1121  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 ML1121  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 ML1121  HORZ ORDER      -  FIRST
 ML1121
 ML1121.The horizontal coordinates were established by classical geodetic methods
 ML1121.and adjusted by the National Geodetic Survey in August 1997.
 ML1121
 ML1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1121
 ML1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1121.GEOID18 height accuracy estimate available here.
 ML1121
 ML1121.Click photographs - Photos may exist for this station.
 ML1121
 ML1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1121
 ML1121. The following values were computed from the NAD 83(1995) position.
 ML1121
 ML1121;                    North         East     Units Scale Factor Converg.
 ML1121;SPC NE       -   201,211.277   621,087.324   MT  0.99966118   +0 57 48.4
 ML1121;SPC NE       -   660,140.66  2,037,684.00   sFT  0.99966118   +0 57 48.4
 ML1121;UTM  14      - 4,609,513.917   537,798.343   MT  0.99961758   +0 18 05.5
 ML1121
 ML1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1121!SPC NE       -   0.99989393  x   0.99966118  =   0.99955515
 ML1121!UTM  14      -   0.99989393  x   0.99961758  =   0.99951155
 ML1121
 ML1121:                Primary Azimuth Mark                     Grid Az
 ML1121:SPC NE       -  ELM                                      291 42 26.9
 ML1121:UTM  14      -  ELM                                      292 22 09.8
 ML1121
 ML1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3779809513(NAD 83)
 ML1121
 ML1121|---------------------------------------------------------------------|
 ML1121| PID    Reference Object                     Distance      Geod. Az  |
 ML1121|                                                           dddmmss.s |
 ML1121| CN9098 CUSTER RM 1                          66.401 METERS 03146     |
 ML1121| ML1126 ELM                                 APPROX.28.1 KM 2924015.3 |
 ML1121| CN9099 CUSTER RM 2                          66.745 METERS 32906     |
 ML1121| CN9100 CUSTER RM 3                                        3465506.9 |
 ML1121|---------------------------------------------------------------------|
 ML1121
 ML1121                          SUPERSEDED SURVEY CONTROL
 ML1121
 ML1121  NAD 83(1986)-  41 38 11.27440(N)    098 32 46.21758(W) AD(       ) 1
 ML1121  NAD 27      -  41 38 11.23700(N)    098 32 44.94600(W) AD(       ) 1
 ML1121  USSD        -  41 38 11.33000(N)    098 32 45.06700(W) AD(       ) 3
 ML1121  NGVD 29 (07/19/86)  700.4    (m)         2298.     (f) VERT ANG       
 ML1121
 ML1121.Superseded values are not recommended for survey control.
 ML1121
 ML1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1121.See file dsdata.pdf to determine how the superseded data were derived.
 ML1121
 ML1121_MARKER: V = STONE MONUMENT
 ML1121_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1121
 ML1121  HISTORY     - Date     Condition        Report By
 ML1121  HISTORY     - 1900     MONUMENTED       CGS
 ML1121  HISTORY     - 1927     GOOD             CGS
 ML1121  HISTORY     - 1930     GOOD             CGS
 ML1121  HISTORY     - 1935     GOOD             NEGS
 ML1121  HISTORY     - 1962     GOOD             CGS
 ML1121  HISTORY     - 1972     GOOD             NGS
 ML1121
 ML1121                          STATION DESCRIPTION
 ML1121
 ML1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1121'STATION IS ON THE SUMMIT OF A PROMINENT HILL IN THE NE 1/4
 ML1121'SEC. 11, T 19 N, R 11 W, 3 MILES E AND 1 MILE N OF BELFAST,
 ML1121'AND 0.5 MILE W AND 7 MILES N OF GREELEY CENTER, ON SANDY LAND
 ML1121'OWNED BY MC KINLEY AND LANING LOAN AND TRUST COMPANY, OF
 ML1121'HASTINGS, NEBRASKA.  THE AZIMUTHS AND DISTANCES TO CERTAIN
 ML1121'POINTS ARE--TO GEORGE VAN ARSDELLS WINDMILL, 71 DEG 45 MIN,
 ML1121'4/5 MILE.  TO THE CHIMNEY OF MR. JUDGES HOUSE, 266 DEG 25 MIN.
 ML1121'TO MRS. JUDGES WINDMILL, 268 DEG 59 MIN, 3/5 MILE.  TO THE
 ML1121'CHIMNEY AT THE E END OF SCHOOLHOUSE, 306 DEG 13 MIN, 1/3
 ML1121'MILE.  TO THE SPIRE OF THE CATHOLIC CHURCH IN GREELEY CENTER,
 ML1121'353 DEG 47 MIN 02 SEC.  THERE ARE TWO UNDERGROUD MARKS, A JUG
 ML1121'TOP 3 FEET BELOW THE TOP OF THE SURFACE MARK AND A MILK
 ML1121'CROCK WITH CROSS LINES AND A SMALL DRILL HOLE IN THE BOTTOM
 ML1121'2.72 FEET BELOW THE TOP OF THE SURFACE MARK.
 ML1121'
 ML1121'THE SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND 2.3 TO 2.6
 ML1121'FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 ML1121'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS
 ML1121'U.S.C.S. CUT IN ITS TOP.
 ML1121
 ML1121                          STATION RECOVERY (1927)
 ML1121
 ML1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1121'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 ML1121'DESCRIPTION IS STILL GOOD, EXCEPT THAT THE LAND IS NOW OWNED
 ML1121'BY DAVID VANOSDALL INSTEAD OF THE MC KINLEY AND LANING LOAN
 ML1121'AND TRUST COMPANY AS ORIGINALLY DESCRIBED.
 ML1121'
 ML1121'TO REACH FROM GREELEY GO W ABOUT 1-1/2 MILES ON THE ROAD TO
 ML1121'SCOTIA AND THEN TURN N FOR 6 MILES, TURN E 1 MILE AND THEN
 ML1121'S ABOUT 1/4 MILE TO MR. VANOSDALLS HOUSE AT THE RIGHT.  STATION
 ML1121'IS ABOUT 1/8 MILE NW OF HIS HOUSE.
 ML1121'
 ML1121'A 6-FOOT INSTRUMENT STAND REQUIRED.
 ML1121'
 ML1121'LUMBER, SUPPLIES, AND MAIL AT GREELEY.
 ML1121
 ML1121                          STATION RECOVERY (1930)
 ML1121
 ML1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1121'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ML1121'ORIGINAL DESCRIPTION IS STILL GOOD, EXCEPT THE LAND IS NOW
 ML1121'OWNED BY DAVID VANOSDALL, INSTEAD OF THE MC KINLEY AND LANING LOAN
 ML1121'AND TRUST COMPANY, AS ORIGINALLY DESCRIBED.  THE SURFACE MARK IS A
 ML1121'MARBLE MONUMENT, 8 INCHES IN CROSS SECTION, FLUSH WITH THE SURFACE,
 ML1121'WITH TWO CROSS LINES CARVED IN THE TOP WHICH DIVIDES THE
 ML1121'SURFACE INTO FOUR QUARTERS.  THE LETTERS U.S.C.S. ARE CUT
 ML1121'INTO THE SURFACE, ONE LETTER BEING IN EACH QUARTER.
 ML1121
 ML1121                          STATION RECOVERY (1935)
 ML1121
 ML1121'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1121'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 ML1121'MARK IS FLUSH WITH SURFACE OF THE GROUND.
 ML1121'
 ML1121'THE MARK IS ABOUT 6 MILES N AND 1/2 MILE W OF GREELEY.  FROM
 ML1121'THE SW CORNER OF THE GREELEY CEMETERY GO N ON A SECTION-LINE
 ML1121'ROAD ABOUT 5-3/4 MILES TO A FARM ENTRANCE OPPOSITE A SCHOOLHOUSE.
 ML1121'PROCEED W TO FARM BUILDINGS AND NW TO THE TOP OF A HILL AND
 ML1121'THE STATION SITE.
 ML1121
 ML1121                          STATION RECOVERY (1962)
 ML1121
 ML1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 ML1121'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 ML1121'NEW TO REACH FOLLOWS.
 ML1121'
 ML1121'TO REACH THE STATION FROM THE POST OFFICE IN GREELEY, GO WEST
 ML1121'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 281.  TURN RIGHT
 ML1121'AND GO NORTH ON U.S. HIGHWAY NO. 281 FOR 5.5 MILES TO A WIRE
 ML1121'GATE ON THE LEFT.  TURN LEFT AND GO WEST ACROSS A PASTURE
 ML1121'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO NORTHWEST
 ML1121'ACROSS A PASTURE FOR 0.2 MILE TO THE TOP OF HILL AND STATION
 ML1121'SITE.
 ML1121
 ML1121                          STATION RECOVERY (1972)
 ML1121
 ML1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1121'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 ML1121'THERE IS NO EVIDENCE OF ANY OTHER MARKS EVER BEING ESTABLISHED.
 ML1121'REFERENCE MARKS 1, 2 AND 3 WERE ESTABLISHED AT THIS DATE.
 ML1121'A COMPLETE NEW DESCRIPTION FOLLOWS--
 ML1121'
 ML1121'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF GREELEY, 7
 ML1121'MILES SOUTH OF THE WHEELER-GREELEY COUNTY LINE AND 0.2 MILE
 ML1121'WEST OF U.S. HIGHWAY 281.
 ML1121'
 ML1121'TO REACH THE STATION FROM THE POST OFFICE IN GREELEY GO WEST
 ML1121'ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 ML1121'281.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 281 FOR 6.2
 ML1121'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 ML1121'GRADED ROAD FOR 0.15 MILE TO A TRACK ROAD ON THE LEFT.  (CONTINUE
 ML1121'WEST ON THE GRADED ROAD FOR 0.15 MILE TO REFERENCE MARK 3 ON
 ML1121'THE LEFT.) TURN LEFT AND GO SOUTH ON THE TRACK ROAD ALONG
 ML1121'THE FENCE FOR 0.1 MILE TO A GATE IN A FENCE CORNER ON THE
 ML1121'LEFT.  PASS THROUGH THE GATE AND TURN SHARP RIGHT AROUND THE
 ML1121'FENCE CORNER FOLLOWING THE TRACK ROAD ALONG THE SOUTH SIDE
 ML1121'OF THE FENCE FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL
 ML1121'AND THE STATION.
 ML1121'
 ML1121'THE STATION MARK IS AN EIGHT INCH SQUARE MARBLE POST WITH THE
 ML1121'LETTERS USCS CHISELED IN THE TOP.  IT IS 218 FEET SOUTHEAST
 ML1121'OF A METAL WITNESS POST WITH SIGN, 217 FEET SOUTHWEST OF A
 ML1121'METAL WITNESS POST WITH SIGN AND 188 FEET SOUTH OF A FENCE.
 ML1121'
 ML1121'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CUSTER 1900 NO
 ML1121'1 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML1121'12-INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 ML1121'SURFACE.  IT IS 1.6 FEET EAST OF A METAL WITNESS POST WITH
 ML1121'SIGN AND 0.5 FEET SOUTH OF A FENCE.
 ML1121'
 ML1121'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CUSTER 1900 NO
 ML1121'2 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML1121'12-INCHES IN DIAMETER AND PROJECTS 7 INCHES ABOVE THE GROUND
 ML1121'SURFACE.  IT IS 2.5 FEET WEST OF A METAL WITNESS POST WITH
 ML1121'SIGN AND 0.8 FEET SOUTH OF A FENCE.
 ML1121'
 ML1121'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CUSTER 1900 NO
 ML1121'3 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML1121'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 ML1121'SURFACE.  IT IS 29 FEET SOUTH OF THE CENTER OF THE GRADED ROAD,
 ML1121'2 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 ML1121'NORTH OF THE RIGHT-OF-WAY FENCE.
 ML1121'
 ML1121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 ML1121'NORTH OF GREELEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4122 ***********************************************************************
 AB4122  CBN         -  This is a Cooperative Base Network Control Station.
 AB4122  PACS        -  This is a Primary Airport Control Station.
 AB4122  DESIGNATION -  CZD A
 AB4122  PID         -  AB4122
 AB4122  STATE/COUNTY-  NE/DAWSON
 AB4122  COUNTRY     -  US
 AB4122  USGS QUAD   -  GOTHENBURG SE (2017)
 AB4122
 AB4122                         *CURRENT SURVEY CONTROL
 AB4122  ______________________________________________________________________
 AB4122* NAD 83(2011) POSITION- 40 52 08.05979(N) 100 00 11.72413(W)   ADJUSTED
 AB4122* NAD 83(2011) ELLIP HT-   738.148 (meters)        (06/27/12)   ADJUSTED
 AB4122* NAD 83(2011) EPOCH   -  2010.00
 AB4122* NAVD 88 ORTHO HEIGHT -   761.53  (meters)     2498.5   (feet) GPS OBS
 AB4122  ______________________________________________________________________
 AB4122  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4122  GEOID HEIGHT    -        -23.227 (meters)                     GEOID93
 AB4122  GEOID HEIGHT    -        -23.376 (meters)                     GEOID18
 AB4122  NAD 83(2011) X  -   -839,110.537 (meters)                     COMP
 AB4122  NAD 83(2011) Y  - -4,757,251.106 (meters)                     COMP
 AB4122  NAD 83(2011) Z  -  4,151,907.919 (meters)                     COMP
 AB4122  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 AB4122
 AB4122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4122  Standards:
 AB4122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4122  -------------------------------------------------------------------
 AB4122  NETWORK    0.45   1.18           0.21   0.14   0.60     -0.00135767
 AB4122  -------------------------------------------------------------------
 AB4122  Click here for local accuracies and other accuracy information.
 AB4122
 AB4122.This mark is at Cozad Municipal Airport (CZD)
 AB4122
 AB4122.The horizontal coordinates were established by GPS observations
 AB4122.and adjusted by the National Geodetic Survey in June 2012.
 AB4122
 AB4122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4122.been affixed to the stable North American tectonic plate. See 
 AB4122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4122
 AB4122.The horizontal coordinates are valid at the epoch date displayed above
 AB4122.which is a decimal equivalence of Year/Month/Day.
 AB4122
 AB4122.The orthometric height was determined by GPS observations and a
 AB4122.high-resolution geoid model.
 AB4122
 AB4122.GPS derived orthometric heights for airport stations designated as
 AB4122.PACS or SACS are published to 2 decimal places.  This maintains
 AB4122.centimeter relative accuracy between the PACS and SACS.  It does
 AB4122.not indicate centimeter accuracy relative to other marks which are
 AB4122.part of the published vertical control network.
 AB4122
 AB4122.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4122.GEOID18 height accuracy estimate available here.
 AB4122
 AB4122.Click photographs - Photos may exist for this station.
 AB4122
 AB4122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4122
 AB4122.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4122
 AB4122.The ellipsoidal height was determined by GPS observations
 AB4122.and is referenced to NAD 83.
 AB4122
 AB4122. The following values were computed from the NAD 83(2011) position.
 AB4122
 AB4122;                    North         East     Units Scale Factor Converg.
 AB4122;SPC NE       -   114,976.778   499,725.531   MT  0.99971994   -0 00 07.8
 AB4122;SPC NE       -   377,219.65  1,639,516.18   sFT  0.99971994   -0 00 07.8
 AB4122;UTM  14      - 4,524,688.843   415,456.990   MT  0.99968797   -0 39 23.4
 AB4122
 AB4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4122!SPC NE       -   0.99988423  x   0.99971994  =   0.99960420
 AB4122!UTM  14      -   0.99988423  x   0.99968797  =   0.99957223
 AB4122
 AB4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1545624688(NAD 83)
 AB4122
 AB4122                          SUPERSEDED SURVEY CONTROL
 AB4122
 AB4122  NAD 83(2007)-  40 52 08.05965(N)    100 00 11.72512(W) AD(2002.00) 0
 AB4122  ELLIP H (02/10/07)  738.173  (m)                       GP(2002.00)    
 AB4122  ELLIP H (09/24/01)  738.150  (m)                       GP(       ) 4 1
 AB4122  NAD 83(1995)-  40 52 08.05934(N)    100 00 11.72457(W) AD(       ) B
 AB4122  ELLIP H (06/25/96)  738.205  (m)                       GP(       ) 1 1
 AB4122
 AB4122.Superseded values are not recommended for survey control.
 AB4122
 AB4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4122.See file dsdata.pdf to determine how the superseded data were derived.
 AB4122
 AB4122_MARKER: I = METAL ROD
 AB4122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4122_STAMPING: CZD A 1995
 AB4122_MARK LOGO: NGS
 AB4122_PROJECTION: FLUSH
 AB4122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4122+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 AB4122_ROD/PIPE-DEPTH: 11.7 meters
 AB4122_SLEEVE-DEPTH  : 1 meters
 AB4122
 AB4122  HISTORY     - Date     Condition        Report By
 AB4122  HISTORY     - 1995     MONUMENTED       NGS
 AB4122  HISTORY     - 19970802 GOOD             NGS
 AB4122  HISTORY     - 20100901 GOOD             NEGS
 AB4122
 AB4122                          STATION DESCRIPTION
 AB4122
 AB4122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4122'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 AB4122'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD AND AT THE COZAD MUNICIPAL
 AB4122'AIRPORT AND NORTH OF THE INTERSECTION OF THE PAVED AND TURF RUNWAYS.
 AB4122'OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD NE 69130.
 AB4122'AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4369.  TO REACH THE
 AB4122'STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 21
 AB4122'SOUTH IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30), GO
 AB4122'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT,
 AB4122'TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 AB4122'KM) TO THE APRON, BEAR RIGHT AND GO NORTHEAST ON THE APRON THEN A
 AB4122'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO
 AB4122'NORTHWEST ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AB4122'RIGHT (JUST AFTER CROSSING THE TURF RUNWAY).  THE STATION IS 150.0 FT
 AB4122'(45.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY,
 AB4122'147.2 FT (44.9 M) NORTHEAST OF THE CENTER OF RUNWAY 13/31, 109.7 FT
 AB4122'(33.4 M) EAST-NORTHEAST OF A RUNWAY LIGHT (19), 13.2 FT (4.0 M) SOUTH
 AB4122'OF A DAYLIGHT RUNWAY MARKER PANEL WITH A WITNESS POST AND 8.1 FT (2.5
 AB4122'M) EAST OF A DAYLIGHT RUNWAY MARKER PANEL WITH A WITNESS POST.
 AB4122'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4122'AIRPORT CONTROL STATION.
 AB4122
 AB4122                          STATION RECOVERY (1997)
 AB4122
 AB4122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4122'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  MANAGERS PHONE
 AB4122'NUMBER IS AIRPORT 308-784-4368 OR 308-784-4369.
 AB4122
 AB4122                          STATION RECOVERY (2010)
 AB4122
 AB4122'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 AB4122'THE NEW AIRPORT MANAGER IS ALLISON DONNER, PHONE NUMBER IS
 AB4122'308-784-3868
 AB4122'3.0 FEET EAST OF A NEW FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0229 ***********************************************************************
 LH0229  DESIGNATION -  D
 LH0229  PID         -  LH0229
 LH0229  STATE/COUNTY-  NE/WEBSTER
 LH0229  COUNTRY     -  US
 LH0229  USGS QUAD   -  GUIDE ROCK (2017)
 LH0229
 LH0229                         *CURRENT SURVEY CONTROL
 LH0229  ______________________________________________________________________
 LH0229* NAD 83(1986) POSITION- 40 04 25.     (N) 098 19 50.     (W)   SCALED
 LH0229* NAVD 88 ORTHO HEIGHT -   507.425 (meters)     1664.78  (feet) ADJUSTED
 LH0229  ______________________________________________________________________
 LH0229  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 LH0229  DYNAMIC HEIGHT  -        507.124 (meters)     1663.79  (feet) COMP
 LH0229  MODELED GRAVITY -    980,017.4   (mgal)                       NAVD 88
 LH0229
 LH0229  VERT ORDER      -  FIRST     CLASS II
 LH0229
 LH0229.The horizontal coordinates were scaled from a map and have
 LH0229.an estimated accuracy of +/- 6 seconds.
 LH0229
 LH0229.The orthometric height was determined by differential leveling and
 LH0229.adjusted by the NATIONAL GEODETIC SURVEY
 LH0229.in June 1991.
 LH0229
 LH0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0229.GEOID18 height accuracy estimate available here.
 LH0229
 LH0229.Click photographs - Photos may exist for this station.
 LH0229
 LH0229.The dynamic height is computed by dividing the NAVD 88
 LH0229.geopotential number by the normal gravity value computed on the
 LH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0229.degrees latitude (g = 980.6199 gals.).
 LH0229
 LH0229.The modeled gravity was interpolated from observed gravity values.
 LH0229
 LH0229;                    North         East    Units  Estimated Accuracy
 LH0229;SPC NE       -    28,050.      642,390.      MT  (+/- 180 meters Scaled)
 LH0229
 LH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570361(NAD 83)
 LH0229
 LH0229                          SUPERSEDED SURVEY CONTROL
 LH0229
 LH0229  NGVD 29 (??/??/92)  507.224  (m)         1664.12   (f) ADJ UNCH    1 2
 LH0229
 LH0229.Superseded values are not recommended for survey control.
 LH0229
 LH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0229.See file dsdata.pdf to determine how the superseded data were derived.
 LH0229
 LH0229_MARKER: H = DRILL HOLE
 LH0229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH0229_SP_SET: STEP
 LH0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0229
 LH0229  HISTORY     - Date     Condition        Report By
 LH0229  HISTORY     - 1899     MONUMENTED       CGS
 LH0229  HISTORY     - 1947     GOOD             CGS
 LH0229  HISTORY     - 20091029 MARK NOT FOUND   NEDR
 LH0229
 LH0229                          STATION DESCRIPTION
 LH0229
 LH0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0229'AT GUIDE ROCK.
 LH0229'AT GUIDE ROCK, IN THE SOUTHWEST ANGLE OF THE SECOND STREET
 LH0229'INTERSECTION NORTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0229'TRACKS, AT THE NORTHEAST CORNER OF THE OLD BANK OF GUIDE ROCK
 LH0229'BUILDING, THE BOTTOM OF A 1-INCH SQUARE HOLE CUT IN THE TOP
 LH0229'OF AND 0.7 FOOT NORTHWEST OF THE SOUTHEAST END OF AND 0.5 FOOT
 LH0229'NORTHEAST OF THE SOUTHWEST EDGE OF THE TOP STONE STEP OF THE
 LH0229'STONE STEPS AT THE NORTHEAST ENTRANCE TO THE BUILDING, SURROUNDED
 LH0229'BY THE LETTERS U S B M.
 LH0229
 LH0229                          STATION RECOVERY (2009)
 LH0229
 LH0229'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0229'THE OLD BANK IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0623 ***********************************************************************
 NN0623  DESIGNATION -  D
 NN0623  PID         -  NN0623
 NN0623  STATE/COUNTY-  NE/BOYD
 NN0623  COUNTRY     -  US
 NN0623  USGS QUAD   -  MARTY (2017)
 NN0623
 NN0623                         *CURRENT SURVEY CONTROL
 NN0623  ______________________________________________________________________
 NN0623* NAD 83(1995) POSITION- 42 53 54.32156(N) 098 24 35.90569(W)   ADJUSTED
 NN0623* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 NN0623  ______________________________________________________________________
 NN0623  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 NN0623  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 NN0623  HORZ ORDER      -  SECOND
 NN0623
 NN0623.The horizontal coordinates were established by classical geodetic methods
 NN0623.and adjusted by the National Geodetic Survey in August 1997.
 NN0623
 NN0623.The orthometric height was scaled from a topographic map.
 NN0623
 NN0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0623.GEOID18 height accuracy estimate available here.
 NN0623
 NN0623.Click photographs - Photos may exist for this station.
 NN0623
 NN0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0623
 NN0623. The following values were computed from the NAD 83(1995) position.
 NN0623
 NN0623;                    North         East     Units Scale Factor Converg.
 NN0623;SPC NE       -   341,531.161   629,852.477   MT  0.99995498   +1 03 13.3
 NN0623;SPC NE       - 1,120,506.82  2,066,441.00   sFT  0.99995498   +1 03 13.3
 NN0623;SPC SD S     -    64,595.833   757,074.335   MT  0.99998522   +1 19 36.6
 NN0623;SPC SD S     -   211,928.16  2,483,834.71   sFT  0.99998522   +1 19 36.6
 NN0623;UTM  14      - 4,749,703.743   548,171.272   MT  0.99962855   +0 24 05.9
 NN0623
 NN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0623!SPC NE       -   0.99994476  x   0.99995498  =   0.99989974
 NN0623!SPC SD S     -   0.99994476  x   0.99998522  =   0.99992998
 NN0623!UTM  14      -   0.99994476  x   0.99962855  =   0.99957333
 NN0623
 NN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4817149703(NAD 83)
 NN0623
 NN0623                          SUPERSEDED SURVEY CONTROL
 NN0623
 NN0623  NAD 83(1986)-  42 53 54.33183(N)    098 24 35.91051(W) AD(       ) 2
 NN0623  NAD 27      -  42 53 54.34400(N)    098 24 34.62100(W) AD(       ) 2
 NN0623
 NN0623.Superseded values are not recommended for survey control.
 NN0623
 NN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0623.See file dsdata.pdf to determine how the superseded data were derived.
 NN0623
 NN0623_MARKER: I = METAL ROD
 NN0623_SETTING: 0 = UNSPECIFIED SETTING
 NN0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0623
 NN0623  HISTORY     - Date     Condition        Report By
 NN0623  HISTORY     - 1948     MONUMENTED       USACE
 NN0623
 NN0623                          STATION DESCRIPTION
 NN0623
 NN0623'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 NN0623'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MONOWI,
 NN0623'AND ABOUT 6 MILES NORTH OF LYNCH.  IT IS 600 FEET EAST OF THE
 NN0623'HIGHEST POINT OF A HIGH RIDGE.  IT IS A 3 INCH IRON PIPE,
 NN0623'PAINTED WHITE, AND PROJECTS 1 FOOT.  THERE IS NO CAP ON THE
 NN0623'PIPE.
 NN0623'
 NN0623'A THIRD ORDER TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM
 NN0623'TRIANGULATION STATION MONOWI, WHICH IS ON THE HIGHEST POINT
 NN0623'OF THE RIDGE TO THE SOUTHWEST.  THE DISTANCE IS 164.537 METERS
 NN0623'OR 539.82 FEET.
 NN0623'
 NN0623'TO REACH THE STATION FROM LYNCH, GO EAST ON STATE HIGHWAY 12
 NN0623'FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR
 NN0623'4.75 MILES TO ANOTHER CROSS ROAD.  TURN RIGHT AND GO 0.05
 NN0623'MILE TO A CULTIVATED FIELD ON THE LEFT.  TURN LEFT, OFF THE
 NN0623'ROAD, AND FOLLOW AROUND THE WEST AND NORTH EDGES OF THE FIELD
 NN0623'TO THE HIGHEST POINT AND STATION MONOWI.  FROM HERE THE
 NN0623'MARK IS NORTHEAST ON THE NEXT LOWER RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0896 ***********************************************************************
 ML0896  DESIGNATION -  D 1
 ML0896  PID         -  ML0896
 ML0896  STATE/COUNTY-  NE/CUSTER
 ML0896  COUNTRY     -  US
 ML0896  USGS QUAD   -  WALWORTH (2017)
 ML0896
 ML0896                         *CURRENT SURVEY CONTROL
 ML0896  ______________________________________________________________________
 ML0896* NAD 83(1986) POSITION- 41 39 22.     (N) 099 34 25.     (W)   SCALED
 ML0896* NAVD 88 ORTHO HEIGHT -   727.499 (meters)     2386.80  (feet) ADJUSTED
 ML0896  ______________________________________________________________________
 ML0896  GEOID HEIGHT    -        -22.877 (meters)                     GEOID18
 ML0896  DYNAMIC HEIGHT  -        727.127 (meters)     2385.58  (feet) COMP
 ML0896  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 ML0896
 ML0896  VERT ORDER      -  SECOND    CLASS 0
 ML0896
 ML0896.The horizontal coordinates were scaled from a map and have
 ML0896.an estimated accuracy of +/- 6 seconds.
 ML0896
 ML0896.The orthometric height was determined by differential leveling and
 ML0896.adjusted by the NATIONAL GEODETIC SURVEY
 ML0896.in June 1991.
 ML0896
 ML0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0896.GEOID18 height accuracy estimate available here.
 ML0896
 ML0896.Click photographs - Photos may exist for this station.
 ML0896
 ML0896.The dynamic height is computed by dividing the NAVD 88
 ML0896.geopotential number by the normal gravity value computed on the
 ML0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0896.degrees latitude (g = 980.6199 gals.).
 ML0896
 ML0896.The modeled gravity was interpolated from observed gravity values.
 ML0896
 ML0896;                    North         East    Units  Estimated Accuracy
 ML0896;SPC NE       -   202,460.      535,500.      MT  (+/- 180 meters Scaled)
 ML0896
 ML0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM522117(NAD 83)
 ML0896
 ML0896                          SUPERSEDED SURVEY CONTROL
 ML0896
 ML0896  NGVD 29 (??/??/92)  727.226  (m)         2385.91   (f) ADJ UNCH    2 0
 ML0896
 ML0896.Superseded values are not recommended for survey control.
 ML0896
 ML0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0896.See file dsdata.pdf to determine how the superseded data were derived.
 ML0896
 ML0896_MARKER: DB = BENCH MARK DISK
 ML0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0896_STAMPING: D 1
 ML0896_MARK LOGO: BOR
 ML0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0896+STABILITY: SURFACE MOTION
 ML0896
 ML0896  HISTORY     - Date     Condition        Report By
 ML0896  HISTORY     - UNK      MONUMENTED       BOR
 ML0896  HISTORY     - 1950     GOOD             CGS
 ML0896
 ML0896                          STATION DESCRIPTION
 ML0896
 ML0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0896'4.2 MI NW FROM GATES.
 ML0896'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0896'GATES, THENCE 1.15 MILES NORTH ALONG A GRAVELED ROAD, 310 FEET
 ML0896'NORTHWEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE OVER THE
 ML0896'MIDDLE LOUP RIVER, 258 FEET NORTHWEST OF THE CENTER LINE OF THE
 ML0896'GRAVELED ROAD, 98 FEET NORTHWEST OF A POWER POLE, 58 FEET WEST
 ML0896'OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTHWEST TO
 ML0896'A FARMHOUSE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0896'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0140 ***********************************************************************
 MN0140  DESIGNATION -  D 10
 MN0140  PID         -  MN0140
 MN0140  STATE/COUNTY-  NE/MORRILL
 MN0140  COUNTRY     -  US
 MN0140  USGS QUAD   -  BRIDGEPORT (2017)
 MN0140
 MN0140                         *CURRENT SURVEY CONTROL
 MN0140  ______________________________________________________________________
 MN0140* NAD 83(1986) POSITION- 41 41 33.     (N) 103 06 57.     (W)   SCALED
 MN0140* NAVD 88 ORTHO HEIGHT -  1122.103 (meters)     3681.43  (feet) ADJUSTED
 MN0140  ______________________________________________________________________
 MN0140  GEOID HEIGHT    -        -19.465 (meters)                     GEOID18
 MN0140  DYNAMIC HEIGHT  -       1121.400 (meters)     3679.13  (feet) COMP
 MN0140  MODELED GRAVITY -    979,957.9   (mgal)                       NAVD 88
 MN0140
 MN0140  VERT ORDER      -  FIRST     CLASS II
 MN0140
 MN0140.The horizontal coordinates were scaled from a map and have
 MN0140.an estimated accuracy of +/- 6 seconds.
 MN0140
 MN0140.The orthometric height was determined by differential leveling and
 MN0140.adjusted by the NATIONAL GEODETIC SURVEY
 MN0140.in June 1991.
 MN0140
 MN0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0140.GEOID18 height accuracy estimate available here.
 MN0140
 MN0140.Click photographs - Photos may exist for this station.
 MN0140
 MN0140.The dynamic height is computed by dividing the NAVD 88
 MN0140.geopotential number by the normal gravity value computed on the
 MN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0140.degrees latitude (g = 980.6199 gals.).
 MN0140
 MN0140.The modeled gravity was interpolated from observed gravity values.
 MN0140
 MN0140;                    North         East    Units  Estimated Accuracy
 MN0140;SPC NE       -   211,090.      240,760.      MT  (+/- 180 meters Scaled)
 MN0140
 MN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567173(NAD 83)
 MN0140
 MN0140                          SUPERSEDED SURVEY CONTROL
 MN0140
 MN0140  NGVD 29 (??/??/92) 1121.540  (m)         3679.59   (f) ADJ UNCH    1 2
 MN0140
 MN0140.Superseded values are not recommended for survey control.
 MN0140
 MN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0140.See file dsdata.pdf to determine how the superseded data were derived.
 MN0140
 MN0140_MARKER: DB = BENCH MARK DISK
 MN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0140_STAMPING: D 10 1933 3679.573
 MN0140_MARK LOGO: CGS
 MN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0140+STABILITY: SURFACE MOTION
 MN0140
 MN0140  HISTORY     - Date     Condition        Report By
 MN0140  HISTORY     - 1933     MONUMENTED       CGS
 MN0140  HISTORY     - 1956     GOOD             CGS
 MN0140  HISTORY     - 1985     GOOD             NGS
 MN0140
 MN0140                          STATION DESCRIPTION
 MN0140
 MN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0140'2.4 MI N FROM BRIDGEPORT.
 MN0140'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0140'FROM THE STATION AT BRIDGEPORT, 0.7 MILE SOUTH OF AN OVERPASS
 MN0140'OF U.S. HIGHWAY 26 NORTH, 0.2 MILE NORTH OF THE CROSSING OF THE
 MN0140'UNION PACIFIC RAILROAD, 88 FEET NORTHEAST OF THE CENTER OF A
 MN0140'ROAD CROSSING, 51.3 FEET EAST OF THE EAST RAIL, 29 FEET NORTH
 MN0140'OF A TELEPHONE POLE, 3.5 FEET SOUTH OF A FENCE CORNER, 1.4 FEET
 MN0140'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MN0140'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 20,
 MN0140'TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0140
 MN0140                          STATION RECOVERY (1985)
 MN0140
 MN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0140'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0140'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 MN0140'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0341 ***********************************************************************
 NP0341  DESIGNATION -  D 11
 NP0341  PID         -  NP0341
 NP0341  STATE/COUNTY-  NE/BOX BUTTE
 NP0341  COUNTRY     -  US
 NP0341  USGS QUAD   -  HEMINGFORD (2017)
 NP0341
 NP0341                         *CURRENT SURVEY CONTROL
 NP0341  ______________________________________________________________________
 NP0341* NAD 83(1986) POSITION- 42 18 25.     (N) 103 03 15.     (W)   SCALED
 NP0341* NAVD 88 ORTHO HEIGHT -  1289.723 (meters)     4231.37  (feet) ADJUSTED
 NP0341  ______________________________________________________________________
 NP0341  GEOID HEIGHT    -        -18.298 (meters)                     GEOID18
 NP0341  DYNAMIC HEIGHT  -       1288.970 (meters)     4228.90  (feet) COMP
 NP0341  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 NP0341
 NP0341  VERT ORDER      -  FIRST     CLASS II
 NP0341
 NP0341.The horizontal coordinates were scaled from a map and have
 NP0341.an estimated accuracy of +/- 6 seconds.
 NP0341
 NP0341.The orthometric height was determined by differential leveling and
 NP0341.adjusted by the NATIONAL GEODETIC SURVEY
 NP0341.in June 1991.
 NP0341
 NP0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0341.GEOID18 height accuracy estimate available here.
 NP0341
 NP0341.Click photographs - Photos may exist for this station.
 NP0341
 NP0341.The dynamic height is computed by dividing the NAVD 88
 NP0341.geopotential number by the normal gravity value computed on the
 NP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0341.degrees latitude (g = 980.6199 gals.).
 NP0341
 NP0341.The modeled gravity was interpolated from observed gravity values.
 NP0341
 NP0341;                    North         East    Units  Estimated Accuracy
 NP0341;SPC NE       -   279,090.      248,290.      MT  (+/- 180 meters Scaled)
 NP0341
 NP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG603856(NAD 83)
 NP0341
 NP0341                          SUPERSEDED SURVEY CONTROL
 NP0341
 NP0341  NGVD 29 (??/??/92) 1289.093  (m)         4229.30   (f) ADJ UNCH    1 2
 NP0341
 NP0341.Superseded values are not recommended for survey control.
 NP0341
 NP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0341.See file dsdata.pdf to determine how the superseded data were derived.
 NP0341
 NP0341_MARKER: DB = BENCH MARK DISK
 NP0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0341_STAMPING: D 11 1933 4228.925
 NP0341_MARK LOGO: CGS
 NP0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0341+STABILITY: SURFACE MOTION
 NP0341
 NP0341  HISTORY     - Date     Condition        Report By
 NP0341  HISTORY     - 1933     MONUMENTED       CGS
 NP0341  HISTORY     - 1956     GOOD             CGS
 NP0341  HISTORY     - 1985     GOOD             NGS
 NP0341
 NP0341                          STATION DESCRIPTION
 NP0341
 NP0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0341'1.6 MI SE FROM HEMINGFORD.
 NP0341'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0341'RAILROAD FROM THE STATION AT HEMINGFORD, 5 POLES NORTHWEST OF
 NP0341'MILEPOST 383, AT A ROAD CROSSING, 44 FEET NORTHEAST OF THE
 NP0341'NORTHEAST RAIL, 33 FEET NORTH OF THE CENTER LINE OF A ROAD,
 NP0341'15.3 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET SOUTHWEST OF A
 NP0341'FENCE CORNER, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 NP0341'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 NP0341'IN THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 27 NORTH, RANGE
 NP0341'49 WEST.
 NP0341
 NP0341                          STATION RECOVERY (1985)
 NP0341
 NP0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0341'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--2.17 KM (1.35 MI) SOUTHEAST
 NP0341'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 87 AT
 NP0341'HEMINGFORD.
 NP0341'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0699 ***********************************************************************
 ML0699  DESIGNATION -  D 116
 ML0699  PID         -  ML0699
 ML0699  STATE/COUNTY-  NE/CUSTER
 ML0699  COUNTRY     -  US
 ML0699  USGS QUAD   -  BROKEN BOW SE (2017)
 ML0699
 ML0699                         *CURRENT SURVEY CONTROL
 ML0699  ______________________________________________________________________
 ML0699* NAD 83(1986) POSITION- 41 20 57.     (N) 099 30 04.     (W)   SCALED
 ML0699* NAVD 88 ORTHO HEIGHT -   724.395 (meters)     2376.62  (feet) ADJUSTED
 ML0699  ______________________________________________________________________
 ML0699  GEOID HEIGHT    -        -22.986 (meters)                     GEOID18
 ML0699  DYNAMIC HEIGHT  -        724.019 (meters)     2375.39  (feet) COMP
 ML0699  MODELED GRAVITY -    980,080.8   (mgal)                       NAVD 88
 ML0699
 ML0699  VERT ORDER      -  SECOND    CLASS 0
 ML0699
 ML0699.The horizontal coordinates were scaled from a map and have
 ML0699.an estimated accuracy of +/- 6 seconds.
 ML0699
 ML0699.The orthometric height was determined by differential leveling and
 ML0699.adjusted by the NATIONAL GEODETIC SURVEY
 ML0699.in June 1991.
 ML0699
 ML0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0699.GEOID18 height accuracy estimate available here.
 ML0699
 ML0699.Click photographs - Photos may exist for this station.
 ML0699
 ML0699.The dynamic height is computed by dividing the NAVD 88
 ML0699.geopotential number by the normal gravity value computed on the
 ML0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0699.degrees latitude (g = 980.6199 gals.).
 ML0699
 ML0699.The modeled gravity was interpolated from observed gravity values.
 ML0699
 ML0699;                    North         East    Units  Estimated Accuracy
 ML0699;SPC NE       -   168,420.      541,740.      MT  (+/- 180 meters Scaled)
 ML0699
 ML0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML580776(NAD 83)
 ML0699
 ML0699                          SUPERSEDED SURVEY CONTROL
 ML0699
 ML0699  NGVD 29 (??/??/92)  724.154  (m)         2375.83   (f) ADJ UNCH    2 0
 ML0699
 ML0699.Superseded values are not recommended for survey control.
 ML0699
 ML0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0699.See file dsdata.pdf to determine how the superseded data were derived.
 ML0699
 ML0699_MARKER: DB = BENCH MARK DISK
 ML0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0699_STAMPING: D 116 1934
 ML0699_MARK LOGO: CGS
 ML0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0699+STABILITY: SURFACE MOTION
 ML0699
 ML0699  HISTORY     - Date     Condition        Report By
 ML0699  HISTORY     - 1934     MONUMENTED       CGS
 ML0699  HISTORY     - 1949     MARK NOT FOUND   CGS
 ML0699
 ML0699                          STATION DESCRIPTION
 ML0699
 ML0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0699'AT BERWYN.
 ML0699'AT BERWYN, CUSTER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 ML0699'RAILROAD, 2 POLES EAST OF THE EAST END OF BRIDGE 167.73, 125
 ML0699'FEET SOUTHWEST OF A SECTION HOUSE, AND 35 FEET SOUTH OF THE
 ML0699'SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 116
 ML0699'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0359 ***********************************************************************
 ML0359  DESIGNATION -  D 117
 ML0359  PID         -  ML0359
 ML0359  STATE/COUNTY-  NE/HOWARD
 ML0359  COUNTRY     -  US
 ML0359  USGS QUAD   -  FARWELL (2017)
 ML0359
 ML0359                         *CURRENT SURVEY CONTROL
 ML0359  ______________________________________________________________________
 ML0359* NAD 83(1986) POSITION- 41 13 13.     (N) 098 40 40.     (W)   SCALED
 ML0359* NAVD 88 ORTHO HEIGHT -   601.720 (meters)     1974.14  (feet) ADJUSTED
 ML0359  ______________________________________________________________________
 ML0359  GEOID HEIGHT    -        -24.361 (meters)                     GEOID18
 ML0359  DYNAMIC HEIGHT  -        601.412 (meters)     1973.13  (feet) COMP
 ML0359  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 ML0359
 ML0359  VERT ORDER      -  SECOND    CLASS 0
 ML0359
 ML0359.The horizontal coordinates were scaled from a map and have
 ML0359.an estimated accuracy of +/- 6 seconds.
 ML0359
 ML0359.The orthometric height was determined by differential leveling and
 ML0359.adjusted by the NATIONAL GEODETIC SURVEY
 ML0359.in June 1991.
 ML0359
 ML0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0359.GEOID18 height accuracy estimate available here.
 ML0359
 ML0359.Click photographs - Photos may exist for this station.
 ML0359
 ML0359.The dynamic height is computed by dividing the NAVD 88
 ML0359.geopotential number by the normal gravity value computed on the
 ML0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0359.degrees latitude (g = 980.6199 gals.).
 ML0359
 ML0359.The modeled gravity was interpolated from observed gravity values.
 ML0359
 ML0359;                    North         East    Units  Estimated Accuracy
 ML0359;SPC NE       -   154,830.      610,830.      MT  (+/- 180 meters Scaled)
 ML0359
 ML0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL270632(NAD 83)
 ML0359
 ML0359                          SUPERSEDED SURVEY CONTROL
 ML0359
 ML0359  NGVD 29 (??/??/92)  601.453  (m)         1973.27   (f) ADJ UNCH    2 0
 ML0359
 ML0359.Superseded values are not recommended for survey control.
 ML0359
 ML0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0359.See file dsdata.pdf to determine how the superseded data were derived.
 ML0359
 ML0359_MARKER: DB = BENCH MARK DISK
 ML0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0359_STAMPING: D 117 1935
 ML0359_MARK LOGO: CGS
 ML0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0359+STABILITY: SURFACE MOTION
 ML0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0359+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 ML0359
 ML0359  HISTORY     - Date     Condition        Report By
 ML0359  HISTORY     - 1935     MONUMENTED       CGS
 ML0359  HISTORY     - 1959     GOOD             CGS
 ML0359  HISTORY     - 20160120 GOOD             NEDR
 ML0359
 ML0359                          STATION DESCRIPTION
 ML0359
 ML0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ML0359'2.7 MI NW FROM FARWELL.
 ML0359'2.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0359'RAILROAD FROM THE STATION AT FARWELL, HOWARD COUNTY, 19 RAILS
 ML0359'NORTHWEST OF MILEPOST 22, 62.6 FEET SOUTH OF THE CENTERLINE OF
 ML0359'STATE HIGHWAY 16, AND 41 FEET EAST OF THE EAST RAIL OF THE MAIN
 ML0359'TRACK.  A STANDARD DISK, STAMPED D 117 1935 AND SET IN THE TOP
 ML0359'OF A CONCRETE POST.
 ML0359
 ML0359                          STATION RECOVERY (2016)
 ML0359
 ML0359'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2016 (DK)
 ML0359'HWY 92 REF POST 337+86, RT 63' (SOUTH) 0.1 MILE EAST OF TURKEY CREEK
 ML0359'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0169 ***********************************************************************
 ML0169  DESIGNATION -  D 118
 ML0169  PID         -  ML0169
 ML0169  STATE/COUNTY-  NE/GREELEY
 ML0169  COUNTRY     -  US
 ML0169  USGS QUAD   -  WOLBACH (2017)
 ML0169
 ML0169                         *CURRENT SURVEY CONTROL
 ML0169  ______________________________________________________________________
 ML0169* NAD 83(1986) POSITION- 41 25 32.     (N) 098 26 05.     (W)   SCALED
 ML0169* NAVD 88 ORTHO HEIGHT -   585.357 (meters)     1920.46  (feet) ADJUSTED
 ML0169  ______________________________________________________________________
 ML0169  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 ML0169  DYNAMIC HEIGHT  -        585.073 (meters)     1919.53  (feet) COMP
 ML0169  MODELED GRAVITY -    980,118.5   (mgal)                       NAVD 88
 ML0169
 ML0169  VERT ORDER      -  SECOND    CLASS 0
 ML0169
 ML0169.The horizontal coordinates were scaled from a map and have
 ML0169.an estimated accuracy of +/- 6 seconds.
 ML0169
 ML0169.The orthometric height was determined by differential leveling and
 ML0169.adjusted by the NATIONAL GEODETIC SURVEY
 ML0169.in June 1991.
 ML0169
 ML0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0169.GEOID18 height accuracy estimate available here.
 ML0169
 ML0169.Click photographs - Photos may exist for this station.
 ML0169
 ML0169.The dynamic height is computed by dividing the NAVD 88
 ML0169.geopotential number by the normal gravity value computed on the
 ML0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0169.degrees latitude (g = 980.6199 gals.).
 ML0169
 ML0169.The modeled gravity was interpolated from observed gravity values.
 ML0169
 ML0169;                    North         East    Units  Estimated Accuracy
 ML0169;SPC NE       -   177,960.      630,790.      MT  (+/- 180 meters Scaled)
 ML0169
 ML0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472861(NAD 83)
 ML0169
 ML0169                          SUPERSEDED SURVEY CONTROL
 ML0169
 ML0169  NGVD 29 (??/??/92)  585.118  (m)         1919.67   (f) ADJ UNCH    2 0
 ML0169
 ML0169.Superseded values are not recommended for survey control.
 ML0169
 ML0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0169.See file dsdata.pdf to determine how the superseded data were derived.
 ML0169
 ML0169_MARKER: DB = BENCH MARK DISK
 ML0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0169_STAMPING: D 112 1935
 ML0169_MARK LOGO: CGS
 ML0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0169+STABILITY: SURFACE MOTION
 ML0169
 ML0169  HISTORY     - Date     Condition        Report By
 ML0169  HISTORY     - 1935     MONUMENTED       CGS
 ML0169  HISTORY     - 1939     GOOD             CGS
 ML0169
 ML0169                          STATION DESCRIPTION
 ML0169
 ML0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0169'14.6 MI N FROM ST PAUL.
 ML0169'14.6 MILES NORTH OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 281
 ML0169'BETWEEN ST. PAUL AND SPALDING, 6.1 MILES NORTHWEST OF SCHOOLHOUSE,
 ML0169'DISTRICT NO. 26 MIDWAY, AT THE CHICAGO, BURLINGTON AND QUINCY
 ML0169'RAILROAD CROSSING, 47.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 ML0169'TRACK, 29.8 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 3.5
 ML0169'FEET WEST OF THE CORNER RIGHT OF WAY POST.
 ML0169
 ML0169                          STATION RECOVERY (1939)
 ML0169
 ML0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0172 ***********************************************************************
 ML0172  DESIGNATION -  D 118 RESET
 ML0172  PID         -  ML0172
 ML0172  STATE/COUNTY-  NE/GREELEY
 ML0172  COUNTRY     -  US
 ML0172  USGS QUAD   -  WOLBACH (2017)
 ML0172
 ML0172                         *CURRENT SURVEY CONTROL
 ML0172  ______________________________________________________________________
 ML0172* NAD 83(1986) POSITION- 41 25 32.     (N) 098 26 05.     (W)   SCALED
 ML0172* NAVD 88 ORTHO HEIGHT -   585.36  (+/-2cm)     1920.5   (feet) VERTCON
 ML0172  ______________________________________________________________________
 ML0172  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 ML0172  VERT ORDER      -  THIRD (See Below)
 ML0172
 ML0172.The horizontal coordinates were scaled from a map and have
 ML0172.an estimated accuracy of +/- 6 seconds.
 ML0172
 ML0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0172
 ML0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0172.GEOID18 height accuracy estimate available here.
 ML0172
 ML0172.The vertical order pertains to the NGVD 29 superseded value.
 ML0172
 ML0172.Click photographs - Photos may exist for this station.
 ML0172
 ML0172;                    North         East    Units  Estimated Accuracy
 ML0172;SPC NE       -   177,960.      630,790.      MT  (+/- 180 meters Scaled)
 ML0172
 ML0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472861(NAD 83)
 ML0172
 ML0172                          SUPERSEDED SURVEY CONTROL
 ML0172
 ML0172  NGVD 29 (??/??/??)  585.12   (m)         1919.7    (f) RESET       3  
 ML0172
 ML0172.Superseded values are not recommended for survey control.
 ML0172
 ML0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0172.See file dsdata.pdf to determine how the superseded data were derived.
 ML0172
 ML0172_MARKER: DB = BENCH MARK DISK
 ML0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0172_STAMPING: D 118 1935 RESET 1939
 ML0172_MARK LOGO: CGS
 ML0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0172+STABILITY: SURFACE MOTION
 ML0172
 ML0172  HISTORY     - Date     Condition        Report By
 ML0172  HISTORY     - 1939     MONUMENTED       CGS
 ML0172  HISTORY     - 20100601 MARK NOT FOUND   NEGS
 ML0172
 ML0172                          STATION DESCRIPTION
 ML0172
 ML0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0172'15.3 MI N FROM ST PAUL.
 ML0172'IN GREELEY COUNTY, 15.3 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 ML0172'THE POST OFFICE AT ST. PAUL, HOWARD COUNTY, 0.1 MILE NORTHWEST
 ML0172'OF DISTRICT 26 SCHOOL, AT THE VIADUCT OVER THE CHICAGO, BURLINGTON
 ML0172'AND QUINCY RAILROAD, 40.3 FEET WEST OF THE CENTER LINE OF THE
 ML0172'VIADUCT, 34.5 FEET NORTHWEST OF THE SOUTHWEST ANCHOR BOLT OF THE
 ML0172'SOUTHWEST PEDESTAL, AND 22.2 FEET SOUTHWEST OF THE CENTER LINE
 ML0172'OF THE TRACK.  A STANDARD DISK, STAMPED D 118 1935 RESET 1939
 ML0172'AND SET IN THE TOP OF A CONCRETE POST.
 ML0172
 ML0172                          STATION RECOVERY (2010)
 ML0172
 ML0172'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1099 ***********************************************************************
 LF1099  DESIGNATION -  D 12
 LF1099  PID         -  LF1099
 LF1099  STATE/COUNTY-  NE/OTOE
 LF1099  COUNTRY     -  US
 LF1099  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1099
 LF1099                         *CURRENT SURVEY CONTROL
 LF1099  ______________________________________________________________________
 LF1099* NAD 83(1986) POSITION- 40 39 11.68   (N) 095 55 44.79   (W)   HD_HELD1
 LF1099* NAVD 88 ORTHO HEIGHT -   345.869 (meters)     1134.74  (feet) ADJUSTED
 LF1099  ______________________________________________________________________
 LF1099  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 LF1099  DYNAMIC HEIGHT  -        345.685 (meters)     1134.13  (feet) COMP
 LF1099  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 LF1099
 LF1099  VERT ORDER      -  FIRST     CLASS II
 LF1099
 LF1099.The horizontal coordinates were determined by differentially corrected
 LF1099.hand held GPS observations or other comparable positioning techniques
 LF1099.and have an estimated accuracy of +/- 3 meters.
 LF1099
 LF1099.The orthometric height was determined by differential leveling and
 LF1099.adjusted by the NATIONAL GEODETIC SURVEY
 LF1099.in May 1993.
 LF1099
 LF1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1099.GEOID18 height accuracy estimate available here.
 LF1099
 LF1099.Click photographs - Photos may exist for this station.
 LF1099
 LF1099.The dynamic height is computed by dividing the NAVD 88
 LF1099.geopotential number by the normal gravity value computed on the
 LF1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1099.degrees latitude (g = 980.6199 gals.).
 LF1099
 LF1099.The modeled gravity was interpolated from observed gravity values.
 LF1099
 LF1099;                    North         East    Units  Estimated Accuracy
 LF1099;SPC NE       -    99,136.1     844,087.0     MT  (+/- 3 meters HH1 GPS) 
 LF1099
 LF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5235404390(NAD 83)
 LF1099
 LF1099                          SUPERSEDED SURVEY CONTROL
 LF1099
 LF1099  NAVD 88 (06/15/91)  345.829  (m)         1134.61   (f) SUPERSEDED  1 2
 LF1099  NGVD 29 (??/??/92)  345.705  (m)         1134.20   (f) ADJ UNCH    1 2
 LF1099
 LF1099.Superseded values are not recommended for survey control.
 LF1099
 LF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1099.See file dsdata.pdf to determine how the superseded data were derived.
 LF1099
 LF1099_MARKER: DB = BENCH MARK DISK
 LF1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1099_STAMPING: 1133.695 D 12 1933
 LF1099_MARK LOGO: CGS
 LF1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1099+STABILITY: SURFACE MOTION
 LF1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1099+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2021
 LF1099
 LF1099  HISTORY     - Date     Condition        Report By
 LF1099  HISTORY     - 1933     MONUMENTED       CGS
 LF1099  HISTORY     - 1934     GOOD             CGS
 LF1099  HISTORY     - 19911023 GOOD             NGS
 LF1099  HISTORY     - 20211213 GOOD             NEGS
 LF1099
 LF1099                          STATION DESCRIPTION
 LF1099
 LF1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF1099'4.4 MI W FROM NEBRASKA CITY.
 LF1099'4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1099'FROM THE STATION AT NEBRASKA CITY, OTOE COUNTY, 8 FEET SOUTHWEST
 LF1099'OF MILEPOST 10, 138 FEET NORTHEAST OF A 6-FOOT CONCRETE PIPE
 LF1099'CULVERT, AT A ROAD CROSSING, 43.7 FEET SOUTHEAST OF THE CENTERLINE
 LF1099'OF THE TRACK, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 LF1099'AND 4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LF1099'STAMPED 1133.695 D 12 1933 AND SET IN THE TOP OF A CONCRETE POST
 LF1099'PROJECTING 3 INCHES ABOVE GROUND.
 LF1099
 LF1099                          STATION RECOVERY (1991)
 LF1099
 LF1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1099'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1099'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 1.6 KM
 LF1099'(1.00 MI) SOUTHERLY ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI)
 LF1099'EASTERLY ALONG A GRAVELED ROAD, 17.6 M (57.7 FT) SOUTH OF THE CENTER
 LF1099'OF THE ROAD, 12.6 M (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LF1099'BURLINGTON NORTHERN RAILROAD, 12.2 M (40.0 FT) WEST OF A UTILITY POLE
 LF1099'WITH A GUY CABLE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M
 LF1099'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1
 LF1099'M (0.3 FT) ABOVE THE GROUND SURFACE.
 LF1099
 LF1099                          STATION RECOVERY (2021)
 LF1099
 LF1099'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (KO)
 LF1099'FROM THE INTERSECTION OF NE. HWY. 2 AND U.S. HWY. 75 APPROX. 2.0 MI
 LF1099'(3.2 KM) SOUTHWEST OF NEBRASKA CITY, NE., GO WEST ON NE. HWY. 2
 LF1099'APPROX. 2.0 MI (3.2 KM) TO N 56TH ROAD.  TURN LEFT AND GO SOUTH ON N
 LF1099'56TH ROAD APPROX. 1.5 MI (2.4 KM) TO COUNTY ROAD J.  TURN LEFT (EAST)
 LF1099'AND GO APPROX. 0.30 MI (0.48 KM) TO A SET OF RAILROAD TRACKS AND THE
 LF1099'MARK IN THE SOUTHEAST CORNER OF THE THE INTERSECTION OF THE RAILROAD
 LF1099'AND COUNTY ROAD J.
 LF1099'
 LF1099'THE MARK IS 57.7 FT (17.6 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD J,
 LF1099'41.3 FT (12.6 M) SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LF1099'RAILROAD AND 1.3 FT (0.4 M) NORTHWEST OF A FIBERGLASS WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0139 ***********************************************************************
 MM0139  DESIGNATION -  D 120
 MM0139  PID         -  MM0139
 MM0139  STATE/COUNTY-  NE/LOGAN
 MM0139  COUNTRY     -  US
 MM0139  USGS QUAD   -  STAPLETON (2017)
 MM0139
 MM0139                         *CURRENT SURVEY CONTROL
 MM0139  ______________________________________________________________________
 MM0139* NAD 83(1986) POSITION- 41 28 50.     (N) 100 30 54.     (W)   SCALED
 MM0139* NAVD 88 ORTHO HEIGHT -   884.464 (meters)     2901.78  (feet) ADJUSTED
 MM0139  ______________________________________________________________________
 MM0139  GEOID HEIGHT    -        -21.865 (meters)                     GEOID18
 MM0139  DYNAMIC HEIGHT  -        883.975 (meters)     2900.17  (feet) COMP
 MM0139  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 MM0139
 MM0139  VERT ORDER      -  SECOND    CLASS 0
 MM0139
 MM0139.The horizontal coordinates were scaled from a map and have
 MM0139.an estimated accuracy of +/- 6 seconds.
 MM0139
 MM0139.The orthometric height was determined by differential leveling and
 MM0139.adjusted by the NATIONAL GEODETIC SURVEY
 MM0139.in June 1991.
 MM0139
 MM0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0139.GEOID18 height accuracy estimate available here.
 MM0139
 MM0139.Click photographs - Photos may exist for this station.
 MM0139
 MM0139.The dynamic height is computed by dividing the NAVD 88
 MM0139.geopotential number by the normal gravity value computed on the
 MM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0139.degrees latitude (g = 980.6199 gals.).
 MM0139
 MM0139.The modeled gravity was interpolated from observed gravity values.
 MM0139
 MM0139;                    North         East    Units  Estimated Accuracy
 MM0139;SPC NE       -   183,010.      457,000.      MT  (+/- 180 meters Scaled)
 MM0139
 MM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL735932(NAD 83)
 MM0139
 MM0139                          SUPERSEDED SURVEY CONTROL
 MM0139
 MM0139  NGVD 29 (??/??/92)  884.159  (m)         2900.78   (f) ADJ UNCH    2 0
 MM0139
 MM0139.Superseded values are not recommended for survey control.
 MM0139
 MM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0139.See file dsdata.pdf to determine how the superseded data were derived.
 MM0139
 MM0139_MARKER: DB = BENCH MARK DISK
 MM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0139_STAMPING: D 120 1934
 MM0139_MARK LOGO: CGS
 MM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0139+STABILITY: SURFACE MOTION
 MM0139
 MM0139  HISTORY     - Date     Condition        Report By
 MM0139  HISTORY     - 1934     MONUMENTED       CGS
 MM0139  HISTORY     - 1954     GOOD             CGS
 MM0139
 MM0139                          STATION DESCRIPTION
 MM0139
 MM0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0139'AT STAPLETON.
 MM0139'AT STAPLETON, LOGAN COUNTY, ON STATE HIGHWAY 40, AT THE CITY
 MM0139'PARK, OPPOSITE THE STANDARD OIL CO. SERVICE STATION, 43.5 FEET
 MM0139'NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.7 FEET WEST OF THE
 MM0139'WEST END OF A PARK ENTRANCE GATE, AND 1 FOOT SOUTH OF THE
 MM0139'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 120 1934 AND SET
 MM0139'IN THE TOP OF A CONCRETE POST.
 MM0139
 MM0139                          STATION RECOVERY (1954)
 MM0139
 MM0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 MM0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0546 ***********************************************************************
 ML0546  DESIGNATION -  D 121 RESET
 ML0546  PID         -  ML0546
 ML0546  STATE/COUNTY-  NE/WHEELER
 ML0546  COUNTRY     -  US
 ML0546  USGS QUAD   -  BARTLETT (2017)
 ML0546
 ML0546                         *CURRENT SURVEY CONTROL
 ML0546  ______________________________________________________________________
 ML0546* NAD 83(1986) POSITION- 41 53 04.     (N) 098 32 53.     (W)   SCALED
 ML0546* NAVD 88 ORTHO HEIGHT -   659.42  (meters)     2163.4   (feet) RESET
 ML0546  ______________________________________________________________________
 ML0546  GEOID HEIGHT    -        -24.142 (meters)                     GEOID18
 ML0546  VERT ORDER      -  THIRD
 ML0546
 ML0546.The horizontal coordinates were scaled from a map and have
 ML0546.an estimated accuracy of +/- 6 seconds.
 ML0546
 ML0546.The orthometric height was computed from unverified reset data.
 ML0546
 ML0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0546.GEOID18 height accuracy estimate available here.
 ML0546
 ML0546.Click photographs - Photos may exist for this station.
 ML0546
 ML0546;                    North         East    Units  Estimated Accuracy
 ML0546;SPC NE       -   228,740.      620,470.      MT  (+/- 180 meters Scaled)
 ML0546
 ML0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM374370(NAD 83)
 ML0546
 ML0546                          SUPERSEDED SURVEY CONTROL
 ML0546
 ML0546  NGVD 29 (??/??/??)  659.19   (m)         2162.7    (f) RESET       3  
 ML0546
 ML0546.Superseded values are not recommended for survey control.
 ML0546
 ML0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0546.See file dsdata.pdf to determine how the superseded data were derived.
 ML0546
 ML0546_MARKER: DB = BENCH MARK DISK
 ML0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0546_STAMPING: D 121 1935 RESET 1959
 ML0546_MARK LOGO: CGS
 ML0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0546+STABILITY: SURFACE MOTION
 ML0546
 ML0546  HISTORY     - Date     Condition        Report By
 ML0546  HISTORY     - 1959     MONUMENTED       NEDR
 ML0546
 ML0546                          STATION DESCRIPTION
 ML0546
 ML0546'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 ML0546'0.2 MI E FROM BARTLETT.
 ML0546'THE MARK IS LOCATED 0.25 MILE EAST ALONG THE CENTERLINE OF STREET
 ML0546'LEADING EAST FROM THE COURTHOUSE AT BARTLETT, AT THE SOUTHEAST
 ML0546'EDGE OF TOWN, 114 FEET NORTH OF THE CENTERLINE OF THE STREET
 ML0546'LEADING EAST FROM THE COURTHOUSE, 11.5 FEET NORTHEAST OF A LARGE
 ML0546'COTTONWOOD TREE, 2.0 FEET EAST OF A FENCE LINE RUNNING NORTH AND
 ML0546'SOUTH AND 120 FEET WEST OF THE CENTERLINE OF HIGHWAY 281, AND
 ML0546'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0383 ***********************************************************************
 ML0383  DESIGNATION -  D 122
 ML0383  PID         -  ML0383
 ML0383  STATE/COUNTY-  NE/SHERMAN
 ML0383  COUNTRY     -  US
 ML0383  USGS QUAD   -  ROCKVILLE (2017)
 ML0383
 ML0383                         *CURRENT SURVEY CONTROL
 ML0383  ______________________________________________________________________
 ML0383* NAD 83(1986) POSITION- 41 06 18.     (N) 098 51 47.     (W)   SCALED
 ML0383* NAVD 88 ORTHO HEIGHT -   633.873 (meters)     2079.63  (feet) POSTED
 ML0383  ______________________________________________________________________
 ML0383  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 ML0383  DYNAMIC HEIGHT  -        633.54  (meters)     2078.5   (feet) COMP
 ML0383  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 ML0383
 ML0383  VERT ORDER      -  * POSTED, SEE BELOW
 ML0383
 ML0383.The horizontal coordinates were scaled from a map and have
 ML0383.an estimated accuracy of +/- 6 seconds.
 ML0383
 ML0383.The orthometric height was determined by differential leveling
 ML0383.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 ML0383
 ML0383.* This is a POSTED BENCH MARK height.
 ML0383
 ML0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0383.GEOID18 height accuracy estimate available here.
 ML0383
 ML0383.Click photographs - Photos may exist for this station.
 ML0383
 ML0383.The dynamic height is computed by dividing the NAVD 88
 ML0383.geopotential number by the normal gravity value computed on the
 ML0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0383.degrees latitude (g = 980.6199 gals.).
 ML0383
 ML0383.The modeled gravity was interpolated from observed gravity values.
 ML0383
 ML0383;                    North         East    Units  Estimated Accuracy
 ML0383;SPC NE       -   141,820.      595,470.      MT  (+/- 180 meters Scaled)
 ML0383
 ML0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL114504(NAD 83)
 ML0383
 ML0383                          SUPERSEDED SURVEY CONTROL
 ML0383
 ML0383  NGVD 29 (??/??/92)  633.637  (m)         2078.86   (f) ADJ UNCH    2 0
 ML0383
 ML0383.Superseded values are not recommended for survey control.
 ML0383
 ML0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0383.See file dsdata.pdf to determine how the superseded data were derived.
 ML0383
 ML0383_MARKER: DB = BENCH MARK DISK
 ML0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0383_STAMPING: D 122 1935
 ML0383_MARK LOGO: CGS
 ML0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0383+STABILITY: SURFACE MOTION
 ML0383
 ML0383  HISTORY     - Date     Condition        Report By
 ML0383  HISTORY     - 1935     MONUMENTED       CGS
 ML0383  HISTORY     - 1949     MARK NOT FOUND   CGS
 ML0383
 ML0383                          STATION DESCRIPTION
 ML0383
 ML0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0383'2.3 MI SW FROM ROCKVILLE.
 ML0383'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0383'AT ROCKVILLE, SHERMAN COUNTY, NEAR THE FOOT OF A HILL OPPOSITE
 ML0383'THE ENTRANCE TO A FIELD AND FARM BUILDINGS, 28.9 FEET SOUTH OF
 ML0383'THE CENTER LINE OF THE HIGHWAY, AT THE CENTER OF A DEAD-END LANE,
 ML0383'AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN TOP OF
 ML0383'A CONCRETE POST.  NOTE-- A ROAD NOW LEADS SOUTH INSTEAD OF A
 ML0383'DEAD LANE WHICH HAS DESTROYED OR PUT THE MARK UNDER A DEEP FILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0343 ***********************************************************************
 ML0343  DESIGNATION -  D 125
 ML0343  PID         -  ML0343
 ML0343  STATE/COUNTY-  NE/HOWARD
 ML0343  COUNTRY     -  US
 ML0343  USGS QUAD   -  ELBA (2017)
 ML0343
 ML0343                         *CURRENT SURVEY CONTROL
 ML0343  ______________________________________________________________________
 ML0343* NAD 83(1986) POSITION- 41 17 03.     (N) 098 33 52.     (W)   SCALED
 ML0343* NAVD 88 ORTHO HEIGHT -   564.222 (meters)     1851.12  (feet) ADJUSTED
 ML0343  ______________________________________________________________________
 ML0343  GEOID HEIGHT    -        -24.472 (meters)                     GEOID18
 ML0343  DYNAMIC HEIGHT  -        563.945 (meters)     1850.21  (feet) COMP
 ML0343  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 ML0343
 ML0343  VERT ORDER      -  SECOND    CLASS 0
 ML0343
 ML0343.The horizontal coordinates were scaled from a map and have
 ML0343.an estimated accuracy of +/- 6 seconds.
 ML0343
 ML0343.The orthometric height was determined by differential leveling and
 ML0343.adjusted by the NATIONAL GEODETIC SURVEY
 ML0343.in June 1991.
 ML0343
 ML0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0343.GEOID18 height accuracy estimate available here.
 ML0343
 ML0343.Click photographs - Photos may exist for this station.
 ML0343
 ML0343.The dynamic height is computed by dividing the NAVD 88
 ML0343.geopotential number by the normal gravity value computed on the
 ML0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0343.degrees latitude (g = 980.6199 gals.).
 ML0343
 ML0343.The modeled gravity was interpolated from observed gravity values.
 ML0343
 ML0343;                    North         East    Units  Estimated Accuracy
 ML0343;SPC NE       -   162,080.      620,220.      MT  (+/- 180 meters Scaled)
 ML0343
 ML0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL364703(NAD 83)
 ML0343
 ML0343                          SUPERSEDED SURVEY CONTROL
 ML0343
 ML0343  NGVD 29 (??/??/92)  563.980  (m)         1850.32   (f) ADJ UNCH    2 0
 ML0343
 ML0343.Superseded values are not recommended for survey control.
 ML0343
 ML0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0343.See file dsdata.pdf to determine how the superseded data were derived.
 ML0343
 ML0343_MARKER: DB = BENCH MARK DISK
 ML0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0343_STAMPING: D-125 1935
 ML0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0343+STABILITY: SURFACE MOTION
 ML0343
 ML0343  HISTORY     - Date     Condition        Report By
 ML0343  HISTORY     - 1935     MONUMENTED       CGS
 ML0343
 ML0343                          STATION DESCRIPTION
 ML0343
 ML0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0343'0.1 MI SE FROM ELBA.
 ML0343'0.1 MILE SOUTHEAST OF THE UNION PACIFIC STATION BY RAIL ALONG THE
 ML0343'UNION PACIFIC RAILROAD BETWEEN ST. PAUL AND ORD, AT RAILROAD
 ML0343'MILEAGE 30.6, 150 FEET SOUTH OF RAILROAD SWITCH, 46.1 FEET SOUTHWEST
 ML0343'OF THE WEST RAIL OF THE MAIN TRACK, AND 41 FEET SOUTHWEST OF THE
 ML0343'WEST END OF CATTLEGUARD NO. 30.60.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0631 ***********************************************************************
 ML0631  DESIGNATION -  D 126
 ML0631  PID         -  ML0631
 ML0631  STATE/COUNTY-  NE/GARFIELD
 ML0631  COUNTRY     -  US
 ML0631  USGS QUAD   -  BURWELL SE (2017)
 ML0631
 ML0631                         *CURRENT SURVEY CONTROL
 ML0631  ______________________________________________________________________
 ML0631* NAD 83(1986) POSITION- 41 49 12.     (N) 099 06 45.     (W)   SCALED
 ML0631* NAVD 88 ORTHO HEIGHT -   719.871 (meters)     2361.78  (feet) ADJUSTED
 ML0631  ______________________________________________________________________
 ML0631  GEOID HEIGHT    -        -23.553 (meters)                     GEOID18
 ML0631  DYNAMIC HEIGHT  -        719.524 (meters)     2360.64  (feet) COMP
 ML0631  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 ML0631
 ML0631  VERT ORDER      -  SECOND    CLASS 0
 ML0631
 ML0631.The horizontal coordinates were scaled from a map and have
 ML0631.an estimated accuracy of +/- 6 seconds.
 ML0631
 ML0631.The orthometric height was determined by differential leveling and
 ML0631.adjusted by the NATIONAL GEODETIC SURVEY
 ML0631.in June 1991.
 ML0631
 ML0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0631.GEOID18 height accuracy estimate available here.
 ML0631
 ML0631.Click photographs - Photos may exist for this station.
 ML0631
 ML0631.The dynamic height is computed by dividing the NAVD 88
 ML0631.geopotential number by the normal gravity value computed on the
 ML0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0631.degrees latitude (g = 980.6199 gals.).
 ML0631
 ML0631.The modeled gravity was interpolated from observed gravity values.
 ML0631
 ML0631;                    North         East    Units  Estimated Accuracy
 ML0631;SPC NE       -   220,950.      573,710.      MT  (+/- 180 meters Scaled)
 ML0631
 ML0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM906297(NAD 83)
 ML0631
 ML0631                          SUPERSEDED SURVEY CONTROL
 ML0631
 ML0631  NGVD 29 (??/??/92)  719.605  (m)         2360.90   (f) ADJ UNCH    2 0
 ML0631
 ML0631.Superseded values are not recommended for survey control.
 ML0631
 ML0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0631.See file dsdata.pdf to determine how the superseded data were derived.
 ML0631
 ML0631_MARKER: DB = BENCH MARK DISK
 ML0631_STAMPING: D 126 1935
 ML0631_MARK LOGO: CGS
 ML0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0631
 ML0631  HISTORY     - Date     Condition        Report By
 ML0631  HISTORY     - 1935     MONUMENTED       CGS
 ML0631  HISTORY     - 1964     GOOD             CGS
 ML0631
 ML0631                          STATION DESCRIPTION
 ML0631
 ML0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0631'3.9 MI NE FROM BURWELL.
 ML0631'TO REACH THIS MARK FROM THE COURTHOUSE IN BURWELL, GARFIELD
 ML0631'COUNTY, GO EAST FOR 0.5 MILE TO STATE HIGHWAYS 11 AND 91.,
 ML0631'THENCE LEFT ON STATE HIGHWAYS 11 AND 91 TO THE BRIDGE OVER
 ML0631'THE LOUP RIVER, CONTINUE NORTH OF STATE HIGHWAYS 11 AND 91
 ML0631'FOR 0.2 MILE TO WHERE THE HIGHWAYS TURN EAST, CONTINUE NORTH
 ML0631'AND NORTHEAST ON THE OLD HIGHWAY FOR 3.0 MILES TO THE BENCH
 ML0631'MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0260 ***********************************************************************
 NN0260  DESIGNATION -  D 127
 NN0260  PID         -  NN0260
 NN0260  STATE/COUNTY-  NE/HOLT
 NN0260  COUNTRY     -  US
 NN0260  USGS QUAD   -  EMMET NW (2017)
 NN0260
 NN0260                         *CURRENT SURVEY CONTROL
 NN0260  ______________________________________________________________________
 NN0260* NAD 83(1986) POSITION- 42 27 51.     (N) 098 58 14.     (W)   SCALED
 NN0260* NAVD 88 ORTHO HEIGHT -   642.632 (meters)     2108.37  (feet) ADJUSTED
 NN0260  ______________________________________________________________________
 NN0260  GEOID HEIGHT    -        -23.972 (meters)                     GEOID18
 NN0260  DYNAMIC HEIGHT  -        642.375 (meters)     2107.53  (feet) COMP
 NN0260  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 NN0260
 NN0260  VERT ORDER      -  SECOND    CLASS 0
 NN0260
 NN0260.The horizontal coordinates were scaled from a map and have
 NN0260.an estimated accuracy of +/- 6 seconds.
 NN0260
 NN0260.The orthometric height was determined by differential leveling and
 NN0260.adjusted by the NATIONAL GEODETIC SURVEY
 NN0260.in June 1991.
 NN0260
 NN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0260.GEOID18 height accuracy estimate available here.
 NN0260
 NN0260.Click photographs - Photos may exist for this station.
 NN0260
 NN0260.The dynamic height is computed by dividing the NAVD 88
 NN0260.geopotential number by the normal gravity value computed on the
 NN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0260.degrees latitude (g = 980.6199 gals.).
 NN0260
 NN0260.The modeled gravity was interpolated from observed gravity values.
 NN0260
 NN0260;                    North         East    Units  Estimated Accuracy
 NN0260;SPC NE       -   292,610.      584,650.      MT  (+/- 180 meters Scaled)
 NN0260
 NN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN024013(NAD 83)
 NN0260
 NN0260                          SUPERSEDED SURVEY CONTROL
 NN0260
 NN0260  NGVD 29 (??/??/92)  642.405  (m)         2107.62   (f) ADJ UNCH    2 0
 NN0260
 NN0260.Superseded values are not recommended for survey control.
 NN0260
 NN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0260.See file dsdata.pdf to determine how the superseded data were derived.
 NN0260
 NN0260_MARKER: DB = BENCH MARK DISK
 NN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0260_STAMPING: D-127-1935
 NN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0260+STABILITY: SURFACE MOTION
 NN0260
 NN0260  HISTORY     - Date     Condition        Report By
 NN0260  HISTORY     - 1935     MONUMENTED       CGS
 NN0260
 NN0260                          STATION DESCRIPTION
 NN0260
 NN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0260'4.6 MI S FROM ATKINSON.
 NN0260'4.6 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 NN0260'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 42 FEET SOUTH OF THE
 NN0260'CENTER LINE OF CROSS ROAD, 37.5 FEET EAST OF THE CENTER LINE OF
 NN0260'HIGHWAY, 20.0 FEET SOUTH OF THE SOUTHEAST CORNER OF CEMENT ROAD
 NN0260'CULVERT ON CROSS ROAD, 12 FEET SOUTH OF CORNER POST, 1.0 FEET
 NN0260'BELOW THE LEVEL OF THE TOP OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0261 ***********************************************************************
 NN0261  DESIGNATION -  D 127 RESET
 NN0261  PID         -  NN0261
 NN0261  STATE/COUNTY-  NE/HOLT
 NN0261  COUNTRY     -  US
 NN0261  USGS QUAD   -  EMMET NW (2017)
 NN0261
 NN0261                         *CURRENT SURVEY CONTROL
 NN0261  ______________________________________________________________________
 NN0261* NAD 83(1986) POSITION- 42 27 50.     (N) 098 58 13.     (W)   SCALED
 NN0261* NAVD 88 ORTHO HEIGHT -   642.80  (meters)     2108.9   (feet) RESET
 NN0261  ______________________________________________________________________
 NN0261  GEOID HEIGHT    -        -23.972 (meters)                     GEOID18
 NN0261  VERT ORDER      -  THIRD
 NN0261
 NN0261.The horizontal coordinates were scaled from a map and have
 NN0261.an estimated accuracy of +/- 6 seconds.
 NN0261
 NN0261.The orthometric height was computed from unverified reset data.
 NN0261
 NN0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0261.GEOID18 height accuracy estimate available here.
 NN0261
 NN0261.Click photographs - Photos may exist for this station.
 NN0261
 NN0261;                    North         East    Units  Estimated Accuracy
 NN0261;SPC NE       -   292,580.      584,670.      MT  (+/- 180 meters Scaled)
 NN0261
 NN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN024012(NAD 83)
 NN0261
 NN0261                          SUPERSEDED SURVEY CONTROL
 NN0261
 NN0261.No superseded survey control is available for this station.
 NN0261
 NN0261_MARKER: DB = BENCH MARK DISK
 NN0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0261_STAMPING: D 127 1935 RESET 1954
 NN0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0261+STABILITY: SURFACE MOTION
 NN0261
 NN0261  HISTORY     - Date     Condition        Report By
 NN0261  HISTORY     - 1954     MONUMENTED       CGS
 NN0261  HISTORY     - 1964     GOOD             CGS
 NN0261
 NN0261                          STATION DESCRIPTION
 NN0261
 NN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0261'4.5 MI S FROM ATKINSON.
 NN0261'4.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0261'ATKINSON, AT A ROAD INTERSECTION, 32 FEET SOUTH OF THE CENTER
 NN0261'LINE OF THE ROAD, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NN0261'2 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A
 NN0261'STANDARD DISK, STAMPED D 127 RESET 1954 AND SET IN THE TOP OF A
 NN0261'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE MARK
 NN0261'IS 4.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CHICAGO AND
 NN0261'NORTHWESTERN RAILWAY CROSSING IN ATKINSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0130 ***********************************************************************
 NN0130  DESIGNATION -  D 128
 NN0130  PID         -  NN0130
 NN0130  STATE/COUNTY-  NE/ANTELOPE
 NN0130  COUNTRY     -  US
 NN0130  USGS QUAD   -  CLEARWATER (2017)
 NN0130
 NN0130                         *CURRENT SURVEY CONTROL
 NN0130  ______________________________________________________________________
 NN0130* NAD 83(1986) POSITION- 42 10 17.     (N) 098 11 17.     (W)   SCALED
 NN0130* NAVD 88 ORTHO HEIGHT -   546.764 (meters)     1793.84  (feet) ADJUSTED
 NN0130  ______________________________________________________________________
 NN0130  GEOID HEIGHT    -        -24.608 (meters)                     GEOID18
 NN0130  DYNAMIC HEIGHT  -        546.544 (meters)     1793.12  (feet) COMP
 NN0130  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 NN0130
 NN0130  VERT ORDER      -  SECOND    CLASS 0
 NN0130
 NN0130.The horizontal coordinates were scaled from a map and have
 NN0130.an estimated accuracy of +/- 6 seconds.
 NN0130
 NN0130.The orthometric height was determined by differential leveling and
 NN0130.adjusted by the NATIONAL GEODETIC SURVEY
 NN0130.in June 1991.
 NN0130
 NN0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0130.GEOID18 height accuracy estimate available here.
 NN0130
 NN0130.Click photographs - Photos may exist for this station.
 NN0130
 NN0130.The dynamic height is computed by dividing the NAVD 88
 NN0130.geopotential number by the normal gravity value computed on the
 NN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0130.degrees latitude (g = 980.6199 gals.).
 NN0130
 NN0130.The modeled gravity was interpolated from observed gravity values.
 NN0130
 NN0130;                    North         East    Units  Estimated Accuracy
 NN0130;SPC NE       -   261,160.      649,670.      MT  (+/- 180 meters Scaled)
 NN0130
 NN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM670691(NAD 83)
 NN0130
 NN0130                          SUPERSEDED SURVEY CONTROL
 NN0130
 NN0130  NGVD 29 (??/??/92)  546.554  (m)         1793.15   (f) ADJ UNCH    2 0
 NN0130
 NN0130.Superseded values are not recommended for survey control.
 NN0130
 NN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0130.See file dsdata.pdf to determine how the superseded data were derived.
 NN0130
 NN0130_MARKER: DB = BENCH MARK DISK
 NN0130_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NN0130_SP_SET: WATER TOWER FOOTING
 NN0130_STAMPING: D 128 1935
 NN0130_MARK LOGO: CGS
 NN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0130+STABILITY: SURFACE MOTION
 NN0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0130+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2010
 NN0130
 NN0130  HISTORY     - Date     Condition        Report By
 NN0130  HISTORY     - 1935     MONUMENTED       CGS
 NN0130  HISTORY     - 1981     GOOD             LOCSUR
 NN0130  HISTORY     - 20100810 GOOD             NEDR
 NN0130
 NN0130                          STATION DESCRIPTION
 NN0130
 NN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0130'AT CLEARWATER.
 NN0130'AT CLEARWATER, ANTELOPE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NN0130'RAILWAY, 6-1/2 RAILS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NN0130'STATION, 87 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 8.7
 NN0130'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AT A WATER TOWER,
 NN0130'IN THE TOP OF THE SOUTHWEST FOOTING, AND ABOUT 3 FEET HIGHER THAN
 NN0130'THE TRACK.  A STANDARD DISK, STAMPED D 128 1935.
 NN0130
 NN0130                          STATION RECOVERY (1981)
 NN0130
 NN0130'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0130'RECOVERED IN GOOD CONDITION.
 NN0130
 NN0130                          STATION RECOVERY (2010)
 NN0130
 NN0130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NN0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0301 ***********************************************************************
 LG0301  DESIGNATION -  D 13
 LG0301  PID         -  LG0301
 LG0301  STATE/COUNTY-  NE/LANCASTER
 LG0301  COUNTRY     -  US
 LG0301  USGS QUAD   -  LINCOLN (2017)
 LG0301
 LG0301                         *CURRENT SURVEY CONTROL
 LG0301  ______________________________________________________________________
 LG0301* NAD 83(1986) POSITION- 40 46 02.     (N) 096 40 21.     (W)   SCALED
 LG0301* NAVD 88 ORTHO HEIGHT -   366.163 (meters)     1201.32  (feet) ADJUSTED
 LG0301  ______________________________________________________________________
 LG0301  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 LG0301  DYNAMIC HEIGHT  -        366.005 (meters)     1200.80  (feet) COMP
 LG0301  MODELED GRAVITY -    980,180.2   (mgal)                       NAVD 88
 LG0301
 LG0301  VERT ORDER      -  FIRST     CLASS II
 LG0301
 LG0301.The horizontal coordinates were scaled from a map and have
 LG0301.an estimated accuracy of +/- 6 seconds.
 LG0301
 LG0301.The orthometric height was determined by differential leveling and
 LG0301.adjusted by the NATIONAL GEODETIC SURVEY
 LG0301.in June 1991.
 LG0301
 LG0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0301.GEOID18 height accuracy estimate available here.
 LG0301
 LG0301.Click photographs - Photos may exist for this station.
 LG0301
 LG0301.The dynamic height is computed by dividing the NAVD 88
 LG0301.geopotential number by the normal gravity value computed on the
 LG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0301.degrees latitude (g = 980.6199 gals.).
 LG0301
 LG0301.The modeled gravity was interpolated from observed gravity values.
 LG0301
 LG0301;                    North         East    Units  Estimated Accuracy
 LG0301;SPC NE       -   109,090.      780,800.      MT  (+/- 180 meters Scaled)
 LG0301
 LG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL964155(NAD 83)
 LG0301
 LG0301                          SUPERSEDED SURVEY CONTROL
 LG0301
 LG0301  NGVD 29 (??/??/92)  366.068  (m)         1201.01   (f) ADJ UNCH    1 2
 LG0301
 LG0301.Superseded values are not recommended for survey control.
 LG0301
 LG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0301.See file dsdata.pdf to determine how the superseded data were derived.
 LG0301
 LG0301_MARKER: DB = BENCH MARK DISK
 LG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0301_STAMPING: D 13 1933
 LG0301_MARK LOGO: CGS
 LG0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0301+STABILITY: SURFACE MOTION
 LG0301
 LG0301  HISTORY     - Date     Condition        Report By
 LG0301  HISTORY     - 1933     MONUMENTED       CGS
 LG0301  HISTORY     - 1960     GOOD             CGS
 LG0301  HISTORY     - 1971     GOOD             LOCSUR
 LG0301  HISTORY     - 19900123 POOR             NGS
 LG0301
 LG0301                          STATION DESCRIPTION
 LG0301
 LG0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LG0301'4.9 MI SE FROM LINCOLN.
 LG0301'4.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0301'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 0.6
 LG0301'MILE EAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0301'OVERHEAD CROSSING, 57 FEET NORTHWEST OF MILEPOST 58, 35 FEET
 LG0301'NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE 57.98, AT A
 LG0301'FARM-ROAD CROSSING, 57 FEET NORTHEAST OF THE CENTER OF THE
 LG0301'CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 LG0301'EAST OF A 4 X 4 WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0301'STAMPED 1200.496 D 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0301'PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0301
 LG0301                          STATION RECOVERY (1971)
 LG0301
 LG0301'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LG0301'RECOVERED IN GOOD CONDITION.
 LG0301
 LG0301                          STATION RECOVERY (1990)
 LG0301
 LG0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JAO)
 LG0301'THE MARK WAS FOUND TILTED TO THE WEST.  THE ELEVATION OF THIS MARK IS
 LG0301'NO LONGER RELIABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0342 ***********************************************************************
 NO0342  DESIGNATION -  D 130
 NO0342  PID         -  NO0342
 NO0342  STATE/COUNTY-  NE/CHERRY
 NO0342  COUNTRY     -  US
 NO0342  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0342
 NO0342                         *CURRENT SURVEY CONTROL
 NO0342  ______________________________________________________________________
 NO0342* NAD 83(1986) POSITION- 42 39 19.     (N) 101 40 20.     (W)   SCALED
 NO0342* NAVD 88 ORTHO HEIGHT -  1048.907 (meters)     3441.29  (feet) ADJUSTED
 NO0342  ______________________________________________________________________
 NO0342  GEOID HEIGHT    -        -19.253 (meters)                     GEOID18
 NO0342  DYNAMIC HEIGHT  -       1048.409 (meters)     3439.66  (feet) COMP
 NO0342  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 NO0342
 NO0342  VERT ORDER      -  SECOND    CLASS 0
 NO0342
 NO0342.The horizontal coordinates were scaled from a map and have
 NO0342.an estimated accuracy of +/- 6 seconds.
 NO0342
 NO0342.The orthometric height was determined by differential leveling and
 NO0342.adjusted by the NATIONAL GEODETIC SURVEY
 NO0342.in June 1991.
 NO0342
 NO0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0342.GEOID18 height accuracy estimate available here.
 NO0342
 NO0342.Click photographs - Photos may exist for this station.
 NO0342
 NO0342.The dynamic height is computed by dividing the NAVD 88
 NO0342.geopotential number by the normal gravity value computed on the
 NO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0342.degrees latitude (g = 980.6199 gals.).
 NO0342
 NO0342.The modeled gravity was interpolated from observed gravity values.
 NO0342
 NO0342;                    North         East    Units  Estimated Accuracy
 NO0342;SPC NE       -   314,660.      362,910.      MT  (+/- 180 meters Scaled)
 NO0342
 NO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN809259(NAD 83)
 NO0342
 NO0342                          SUPERSEDED SURVEY CONTROL
 NO0342
 NO0342  NGVD 29 (??/??/92) 1048.468  (m)         3439.85   (f) ADJ UNCH    2 0
 NO0342
 NO0342.Superseded values are not recommended for survey control.
 NO0342
 NO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0342.See file dsdata.pdf to determine how the superseded data were derived.
 NO0342
 NO0342_MARKER: DB = BENCH MARK DISK
 NO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0342_STAMPING: D 130 1934
 NO0342_MARK LOGO: CGS
 NO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0342+STABILITY: SURFACE MOTION
 NO0342
 NO0342  HISTORY     - Date     Condition        Report By
 NO0342  HISTORY     - 1934     MONUMENTED       CGS
 NO0342  HISTORY     - 1948     GOOD             CGS
 NO0342  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0342
 NO0342                          STATION DESCRIPTION
 NO0342
 NO0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0342'21.7 MI S FROM MERRIMAN.
 NO0342'21.7 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0342'COUNTY, 6.0 MILES NORTH OF SNAKE RIVER, 0.25 MILE EAST OF THE
 NO0342'JAMISON RANCH HOUSE, 25 YARDS EAST OF THE CENTERLINE OF THE
 NO0342'HIGHWAY, AND 5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 NO0342'D 130 1934 AND SET IN THE TOP OF A CONCRETE POST.  8.6 MILES
 NO0342'(AIR LINE) SOUTH OF MERRIMAN 1.9 MILES SOUTHEAST OF JENSEN
 NO0342'RANCH HOUSE, 0.9 MILES SOUTHEAST OF STANDARD SCHOOL (NO. 138), 5.7
 NO0342'MILES NORTH OF CLIFFORD BRIDGE OVER SNAKE RIVER, NEAR CENTER
 NO0342'OF NORTHWEST 1/4 SEC. 21, T. 31 N., R. 37 W., 300 FEET NORTH
 NO0342'AND 600 FEET EAST OF HARRY FISHER RANCH HOUSE, 9 FEET NORTH OF EAST
 NO0342'AND WEST FENCE.
 NO0342
 NO0342                          STATION RECOVERY (1988)
 NO0342
 NO0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1252 ***********************************************************************
 MK1252  DESIGNATION -  D 130
 MK1252  PID         -  MK1252
 MK1252  STATE/COUNTY-  NE/COLFAX
 MK1252  COUNTRY     -  US
 MK1252  USGS QUAD   -  RICHLAND (2017)
 MK1252
 MK1252                         *CURRENT SURVEY CONTROL
 MK1252  ______________________________________________________________________
 MK1252* NAD 83(1986) POSITION- 41 26 17.     (N) 097 12 46.     (W)   SCALED
 MK1252* NAVD 88 ORTHO HEIGHT -   426.617 (meters)     1399.66  (feet) ADJUSTED
 MK1252  ______________________________________________________________________
 MK1252  GEOID HEIGHT    -        -25.532 (meters)                     GEOID18
 MK1252  DYNAMIC HEIGHT  -        426.434 (meters)     1399.06  (feet) COMP
 MK1252  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 MK1252
 MK1252  VERT ORDER      -  SECOND    CLASS 0
 MK1252
 MK1252.The horizontal coordinates were scaled from a map and have
 MK1252.an estimated accuracy of +/- 6 seconds.
 MK1252
 MK1252.The orthometric height was determined by differential leveling and
 MK1252.adjusted by the NATIONAL GEODETIC SURVEY
 MK1252.in June 1991.
 MK1252
 MK1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1252.GEOID18 height accuracy estimate available here.
 MK1252
 MK1252.Click photographs - Photos may exist for this station.
 MK1252
 MK1252.The dynamic height is computed by dividing the NAVD 88
 MK1252.geopotential number by the normal gravity value computed on the
 MK1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1252.degrees latitude (g = 980.6199 gals.).
 MK1252
 MK1252.The modeled gravity was interpolated from observed gravity values.
 MK1252
 MK1252;                    North         East    Units  Estimated Accuracy
 MK1252;SPC NE       -   181,920.      732,820.      MT  (+/- 180 meters Scaled)
 MK1252
 MK1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL493889(NAD 83)
 MK1252
 MK1252                          SUPERSEDED SURVEY CONTROL
 MK1252
 MK1252  NGVD 29 (??/??/92)  426.442  (m)         1399.09   (f) ADJ UNCH    2 0
 MK1252
 MK1252.Superseded values are not recommended for survey control.
 MK1252
 MK1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1252.See file dsdata.pdf to determine how the superseded data were derived.
 MK1252
 MK1252_MARKER: DB = BENCH MARK DISK
 MK1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1252_STAMPING: D 130 1935
 MK1252_MARK LOGO: CGS
 MK1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1252+STABILITY: SURFACE MOTION
 MK1252
 MK1252  HISTORY     - Date     Condition        Report By
 MK1252  HISTORY     - 1935     MONUMENTED       CGS
 MK1252  HISTORY     - 1941     GOOD             CGS
 MK1252  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1252
 MK1252                          STATION DESCRIPTION
 MK1252
 MK1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1252'IN RICHLAND.
 MK1252'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT,
 MK1252'NEBRASKA, AT RICHLAND DEPOT, 519.0 FEET EAST OF MILE POST 77,
 MK1252'61.0 FEET EAST OF SOUTHEAST CORNER OF UNION PACIFIC DEPOT, AND
 MK1252'41.5 FEET SOUTH OF SOUTH RAIL.
 MK1252
 MK1252                          STATION RECOVERY (1941)
 MK1252
 MK1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MK1252'RECOVERED IN GOOD CONDITION.
 MK1252
 MK1252                          STATION RECOVERY (1984)
 MK1252
 MK1252'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0489 ***********************************************************************
 MK0489  DESIGNATION -  D 131
 MK0489  PID         -  MK0489
 MK0489  STATE/COUNTY-  NE/WASHINGTON
 MK0489  COUNTRY     -  US
 MK0489  USGS QUAD   -  ARLINGTON (2017)
 MK0489
 MK0489                         *CURRENT SURVEY CONTROL
 MK0489  ______________________________________________________________________
 MK0489* NAD 83(1986) POSITION- 41 26 35.     (N) 096 21 50.     (W)   SCALED
 MK0489* NAVD 88 ORTHO HEIGHT -   354.806 (meters)     1164.06  (feet) ADJUSTED
 MK0489  ______________________________________________________________________
 MK0489  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 MK0489  DYNAMIC HEIGHT  -        354.642 (meters)     1163.52  (feet) COMP
 MK0489  MODELED GRAVITY -    980,150.0   (mgal)                       NAVD 88
 MK0489
 MK0489  VERT ORDER      -  SECOND    CLASS 0
 MK0489
 MK0489.The horizontal coordinates were scaled from a map and have
 MK0489.an estimated accuracy of +/- 6 seconds.
 MK0489
 MK0489.The orthometric height was determined by differential leveling and
 MK0489.adjusted by the NATIONAL GEODETIC SURVEY
 MK0489.in June 1991.
 MK0489
 MK0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0489.GEOID18 height accuracy estimate available here.
 MK0489
 MK0489.Click photographs - Photos may exist for this station.
 MK0489
 MK0489.The dynamic height is computed by dividing the NAVD 88
 MK0489.geopotential number by the normal gravity value computed on the
 MK0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0489.degrees latitude (g = 980.6199 gals.).
 MK0489
 MK0489.The modeled gravity was interpolated from observed gravity values.
 MK0489
 MK0489;                    North         East    Units  Estimated Accuracy
 MK0489;SPC NE       -   185,110.      803,670.      MT  (+/- 180 meters Scaled)
 MK0489
 MK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL202912(NAD 83)
 MK0489
 MK0489                          SUPERSEDED SURVEY CONTROL
 MK0489
 MK0489  NGVD 29 (??/??/92)  354.661  (m)         1163.58   (f) ADJ UNCH    2 0
 MK0489
 MK0489.Superseded values are not recommended for survey control.
 MK0489
 MK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0489.See file dsdata.pdf to determine how the superseded data were derived.
 MK0489
 MK0489_MARKER: DB = BENCH MARK DISK
 MK0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0489_SP_SET: BRIDGE ABUTMENT
 MK0489_STAMPING: D 131 1935
 MK0489_MARK LOGO: CGS
 MK0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0489
 MK0489  HISTORY     - Date     Condition        Report By
 MK0489  HISTORY     - 1935     MONUMENTED       CGS
 MK0489  HISTORY     - 1950     GOOD             CGS
 MK0489  HISTORY     - 20100819 POOR             OLSSON
 MK0489
 MK0489                          STATION DESCRIPTION
 MK0489
 MK0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0489'1 MI SW FROM ARLINGTON.
 MK0489'1.0 MILES SOUTHWEST OF C. AND N.W. DEPOT BY RAIL.  ALONG THE
 MK0489'CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT, NEBRASKA
 MK0489'AND CALIFORNIA, IOWA.  IN THE EAST SIDE OF NORTH ABUTMENT OF
 MK0489'RAILROAD BRIDGE 6-144 OVER ELKHORN RIVER.  12 FEET EAST OF EAST
 MK0489'RAIL AND ABUT 3 FEET BELOW THE TRACK LEVEL.
 MK0489
 MK0489                          STATION RECOVERY (1950)
 MK0489
 MK0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0489'RECOVERED IN GOOD CONDITION.
 MK0489
 MK0489                          STATION RECOVERY (2010)
 MK0489
 MK0489'RECOVERY NOTE BY OLSSON ASSOCIATES 2010 (CDB)
 MK0489'MARK FOUND AND ELEVATION OF MARK APPEARS TO BE IN GOOD CONDITION
 MK0489'CURRENTLY, HOWEVER THE MARK IS LOCATED ON AN OLD ABUTMENT AND THE
 MK0489'ABUTMENT IS STARTING TO CRUMBLE DUE TO SCOUR CAUSED BY THE ELKHORN
 MK0489'RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1056 ***********************************************************************
 MK1056  DESIGNATION -  D 132
 MK1056  PID         -  MK1056
 MK1056  STATE/COUNTY-  NE/DODGE
 MK1056  COUNTRY     -  US
 MK1056  USGS QUAD   -  UEHLING (2017)
 MK1056
 MK1056                         *CURRENT SURVEY CONTROL
 MK1056  ______________________________________________________________________
 MK1056* NAD 83(1986) POSITION- 41 44 03.     (N) 096 30 21.     (W)   SCALED
 MK1056* NAVD 88 ORTHO HEIGHT -   380.103 (meters)     1247.05  (feet) ADJUSTED
 MK1056  ______________________________________________________________________
 MK1056  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 MK1056  DYNAMIC HEIGHT  -        379.962 (meters)     1246.59  (feet) COMP
 MK1056  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 MK1056
 MK1056  VERT ORDER      -  SECOND    CLASS 0
 MK1056
 MK1056.The horizontal coordinates were scaled from a map and have
 MK1056.an estimated accuracy of +/- 6 seconds.
 MK1056
 MK1056.The orthometric height was determined by differential leveling and
 MK1056.adjusted by the NATIONAL GEODETIC SURVEY
 MK1056.in June 1991.
 MK1056
 MK1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1056.GEOID18 height accuracy estimate available here.
 MK1056
 MK1056.Click photographs - Photos may exist for this station.
 MK1056
 MK1056.The dynamic height is computed by dividing the NAVD 88
 MK1056.geopotential number by the normal gravity value computed on the
 MK1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1056.degrees latitude (g = 980.6199 gals.).
 MK1056
 MK1056.The modeled gravity was interpolated from observed gravity values.
 MK1056
 MK1056;                    North         East    Units  Estimated Accuracy
 MK1056;SPC NE       -   216,910.      790,520.      MT  (+/- 180 meters Scaled)
 MK1056
 MK1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM074232(NAD 83)
 MK1056
 MK1056                          SUPERSEDED SURVEY CONTROL
 MK1056
 MK1056  NGVD 29 (??/??/92)  379.970  (m)         1246.62   (f) ADJ UNCH    2 0
 MK1056
 MK1056.Superseded values are not recommended for survey control.
 MK1056
 MK1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1056.See file dsdata.pdf to determine how the superseded data were derived.
 MK1056
 MK1056_MARKER: DB = BENCH MARK DISK
 MK1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1056_STAMPING: D 132 1935
 MK1056_MARK LOGO: CGS
 MK1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1056+STABILITY: SURFACE MOTION
 MK1056
 MK1056  HISTORY     - Date     Condition        Report By
 MK1056  HISTORY     - 1935     MONUMENTED       CGS
 MK1056  HISTORY     - 1947     GOOD             CGS
 MK1056
 MK1056                          STATION DESCRIPTION
 MK1056
 MK1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1056'AT UEHLING.
 MK1056'AT UEHLING, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1056'STATION, 193.0 FEET NORTH OF THE CENTER OF THE MAIN EAST-WEST
 MK1056'STREET OF THE TOWN, 45.2 FEET EAST OF THE EAST RAIL OF THE
 MK1056'MAIN TRACK, 23.0 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER
 MK1056'OF THE STATION, 4.5 FEET WEST OF A POINT IN LINE WITH A ROW
 MK1056'OF TELEPHONE POLES, 1.0 FOOT SOUTH OF A 4-INCH ROUND CONCRETE
 MK1056'MARKER POST WHICH IS 5 FEET HIGH AND IS PAINTED WHITE, SET
 MK1056'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK
 MK1056'AND PROJECTING 1.0 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1057 ***********************************************************************
 MK1057  DESIGNATION -  D 132 RESET
 MK1057  PID         -  MK1057
 MK1057  STATE/COUNTY-  NE/DODGE
 MK1057  COUNTRY     -  US
 MK1057  USGS QUAD   -  UEHLING (2017)
 MK1057
 MK1057                         *CURRENT SURVEY CONTROL
 MK1057  ______________________________________________________________________
 MK1057* NAD 83(1986) POSITION- 41 44 03.     (N) 096 30 21.     (W)   SCALED
 MK1057* NAVD 88 ORTHO HEIGHT -   380.07  (meters)     1246.9   (feet) RESET
 MK1057  ______________________________________________________________________
 MK1057  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 MK1057  VERT ORDER      -  THIRD
 MK1057
 MK1057.The horizontal coordinates were scaled from a map and have
 MK1057.an estimated accuracy of +/- 6 seconds.
 MK1057
 MK1057.The orthometric height was computed from unverified reset data.
 MK1057
 MK1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1057.GEOID18 height accuracy estimate available here.
 MK1057
 MK1057.Click photographs - Photos may exist for this station.
 MK1057
 MK1057;                    North         East    Units  Estimated Accuracy
 MK1057;SPC NE       -   216,910.      790,520.      MT  (+/- 180 meters Scaled)
 MK1057
 MK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM074232(NAD 83)
 MK1057
 MK1057                          SUPERSEDED SURVEY CONTROL
 MK1057
 MK1057  NGVD 29 (??/??/??)  379.93   (m)         1246.5    (f) RESET       3  
 MK1057
 MK1057.Superseded values are not recommended for survey control.
 MK1057
 MK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1057.See file dsdata.pdf to determine how the superseded data were derived.
 MK1057
 MK1057_MARKER: DB = BENCH MARK DISK
 MK1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1057_STAMPING: D 132 RESET 1952
 MK1057_MARK LOGO: CGS
 MK1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1057+STABILITY: SURFACE MOTION
 MK1057
 MK1057  HISTORY     - Date     Condition        Report By
 MK1057  HISTORY     - 1952     MONUMENTED       CGS
 MK1057
 MK1057                          STATION DESCRIPTION
 MK1057
 MK1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MK1057'AT UEHLING.
 MK1057'AT UEHLING, DODGE COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 MK1057'RAILROAD STATION, 170 FEET NORTH OF THE CENTERLINE OF THE MAIN
 MK1057'STREET, 50.4 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 MK1057'2.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE STATION,
 MK1057'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 132
 MK1057'RESET 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK1057'8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0934 ***********************************************************************
 MK0934  DESIGNATION -  D 134
 MK0934  PID         -  MK0934
 MK0934  STATE/COUNTY-  NE/SAUNDERS
 MK0934  COUNTRY     -  US
 MK0934  USGS QUAD   -  WAHOO EAST (2017)
 MK0934
 MK0934                         *CURRENT SURVEY CONTROL
 MK0934  ______________________________________________________________________
 MK0934* NAD 83(1986) POSITION- 41 12 11.     (N) 096 37 13.     (W)   SCALED
 MK0934* NAVD 88 ORTHO HEIGHT -   357.646 (meters)     1173.38  (feet) ADJUSTED
 MK0934  ______________________________________________________________________
 MK0934  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 MK0934  DYNAMIC HEIGHT  -        357.475 (meters)     1172.82  (feet) COMP
 MK0934  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 MK0934
 MK0934  VERT ORDER      -  SECOND    CLASS 0
 MK0934
 MK0934.The horizontal coordinates were scaled from a map and have
 MK0934.an estimated accuracy of +/- 6 seconds.
 MK0934
 MK0934.The orthometric height was determined by differential leveling and
 MK0934.adjusted by the NATIONAL GEODETIC SURVEY
 MK0934.in June 1991.
 MK0934
 MK0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0934.GEOID18 height accuracy estimate available here.
 MK0934
 MK0934.Click photographs - Photos may exist for this station.
 MK0934
 MK0934.The dynamic height is computed by dividing the NAVD 88
 MK0934.geopotential number by the normal gravity value computed on the
 MK0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0934.degrees latitude (g = 980.6199 gals.).
 MK0934
 MK0934.The modeled gravity was interpolated from observed gravity values.
 MK0934
 MK0934;                    North         East    Units  Estimated Accuracy
 MK0934;SPC NE       -   157,610.      783,310.      MT  (+/- 180 meters Scaled)
 MK0934
 MK0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995640(NAD 83)
 MK0934
 MK0934                          SUPERSEDED SURVEY CONTROL
 MK0934
 MK0934  NGVD 29 (??/??/92)  357.502  (m)         1172.90   (f) ADJ UNCH    2 0
 MK0934
 MK0934.Superseded values are not recommended for survey control.
 MK0934
 MK0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0934.See file dsdata.pdf to determine how the superseded data were derived.
 MK0934
 MK0934_MARKER: DB = BENCH MARK DISK
 MK0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0934_SP_SET: BRIDGE ABUTMENT
 MK0934_STAMPING: D 134 1935
 MK0934_MARK LOGO: CGS
 MK0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0934
 MK0934  HISTORY     - Date     Condition        Report By
 MK0934  HISTORY     - 1935     MONUMENTED       CGS
 MK0934  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0934
 MK0934                          STATION DESCRIPTION
 MK0934
 MK0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0934'0.9 MI S FROM WAHOO.
 MK0934'0.9 MILES SOUTH OF C. AND N.W. DEPOT BY RAIL.  ALONG THE CHICAGO
 MK0934'AND NORTH WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA,
 MK0934'IN THE SOUTHWEST CORNER OF SOUTH ABUTMENT OF C. AND N.W. STEEL
 MK0934'BRIDGE OVER SMALL CREEK.  8.5 FEET WEST OF WEST RAIL, AND 4.5
 MK0934'FEET BELOW TRACK LEVEL.
 MK0934
 MK0934                          STATION RECOVERY (1968)
 MK0934
 MK0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0934'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0679 ***********************************************************************
 LG0679  DESIGNATION -  D 135
 LG0679  PID         -  LG0679
 LG0679  STATE/COUNTY-  NE/FILLMORE
 LG0679  COUNTRY     -  US
 LG0679  USGS QUAD   -  FAIRMONT (2017)
 LG0679
 LG0679                         *CURRENT SURVEY CONTROL
 LG0679  ______________________________________________________________________
 LG0679* NAD 83(1986) POSITION- 40 41 28.     (N) 097 34 41.     (W)   SCALED
 LG0679* NAVD 88 ORTHO HEIGHT -   498.886 (meters)     1636.76  (feet) ADJUSTED
 LG0679  ______________________________________________________________________
 LG0679  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 LG0679  DYNAMIC HEIGHT  -        498.617 (meters)     1635.88  (feet) COMP
 LG0679  MODELED GRAVITY -    980,069.5   (mgal)                       NAVD 88
 LG0679
 LG0679  VERT ORDER      -  SECOND    CLASS 0
 LG0679
 LG0679.The horizontal coordinates were scaled from a map and have
 LG0679.an estimated accuracy of +/- 6 seconds.
 LG0679
 LG0679.The orthometric height was determined by differential leveling and
 LG0679.adjusted by the NATIONAL GEODETIC SURVEY
 LG0679.in June 1991.
 LG0679
 LG0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0679.GEOID18 height accuracy estimate available here.
 LG0679
 LG0679.Click photographs - Photos may exist for this station.
 LG0679
 LG0679.The dynamic height is computed by dividing the NAVD 88
 LG0679.geopotential number by the normal gravity value computed on the
 LG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0679.degrees latitude (g = 980.6199 gals.).
 LG0679
 LG0679.The modeled gravity was interpolated from observed gravity values.
 LG0679
 LG0679;                    North         East    Units  Estimated Accuracy
 LG0679;SPC NE       -    98,100.      704,640.      MT  (+/- 180 meters Scaled)
 LG0679
 LG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL201054(NAD 83)
 LG0679
 LG0679                          SUPERSEDED SURVEY CONTROL
 LG0679
 LG0679  NGVD 29 (??/??/92)  498.705  (m)         1636.17   (f) ADJ UNCH    2 0
 LG0679
 LG0679.Superseded values are not recommended for survey control.
 LG0679
 LG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0679.See file dsdata.pdf to determine how the superseded data were derived.
 LG0679
 LG0679_MARKER: DB = BENCH MARK DISK
 LG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0679_STAMPING: D 135 1935
 LG0679_MARK LOGO: CGS
 LG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0679+STABILITY: SURFACE MOTION
 LG0679
 LG0679  HISTORY     - Date     Condition        Report By
 LG0679  HISTORY     - 1935     MONUMENTED       CGS
 LG0679  HISTORY     - 1941     GOOD             CGS
 LG0679
 LG0679                          STATION DESCRIPTION
 LG0679
 LG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0679'4.1 MI N FROM FAIRMONT.
 LG0679'4.1 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE CHICAGO,
 LG0679'BURLINGTON AND QUINCY RAILROAD STATION AT FAIRMONT, FILLMORE
 LG0679'COUNTY, 0.5 MILE NORTH OF A ROAD INTERSECTION, 0.4 MILE SOUTH
 LG0679'OF A FARMHOUSE, 115 FEET EAST OF THE CENTER LINE OF THE OLD
 LG0679'C.B. AND Q.R.R. BED, 36 FEET EAST OF THE CENTER LINE OF THE
 LG0679'HIGHWAY, AT A FENCE CORNER, AND ABOUT 2-1/2 FEET LOWER THAN
 LG0679'THE HIGHWAY.  A STANDARD DISK, STAMPED D 135 1935 AND SET IN
 LG0679'THE TOP OF A CONCRETE POST.
 LG0679
 LG0679                          STATION RECOVERY (1941)
 LG0679
 LG0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1532 ***********************************************************************
 MK1532  DESIGNATION -  D 136
 MK1532  PID         -  MK1532
 MK1532  STATE/COUNTY-  NE/HAMILTON
 MK1532  COUNTRY     -  US
 MK1532  USGS QUAD   -  POLK (2017)
 MK1532
 MK1532                         *CURRENT SURVEY CONTROL
 MK1532  ______________________________________________________________________
 MK1532* NAD 83(1986) POSITION- 41 04 33.     (N) 097 50 28.     (W)   SCALED
 MK1532* NAVD 88 ORTHO HEIGHT -   527.457 (meters)     1730.50  (feet) ADJUSTED
 MK1532  ______________________________________________________________________
 MK1532  GEOID HEIGHT    -        -25.608 (meters)                     GEOID18
 MK1532  DYNAMIC HEIGHT  -        527.187 (meters)     1729.61  (feet) COMP
 MK1532  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 MK1532
 MK1532  VERT ORDER      -  SECOND    CLASS 0
 MK1532
 MK1532.The horizontal coordinates were scaled from a map and have
 MK1532.an estimated accuracy of +/- 6 seconds.
 MK1532
 MK1532.The orthometric height was determined by differential leveling and
 MK1532.adjusted by the NATIONAL GEODETIC SURVEY
 MK1532.in June 1991.
 MK1532
 MK1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1532.GEOID18 height accuracy estimate available here.
 MK1532
 MK1532.Click photographs - Photos may exist for this station.
 MK1532
 MK1532.The dynamic height is computed by dividing the NAVD 88
 MK1532.geopotential number by the normal gravity value computed on the
 MK1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1532.degrees latitude (g = 980.6199 gals.).
 MK1532
 MK1532.The modeled gravity was interpolated from observed gravity values.
 MK1532
 MK1532;                    North         East    Units  Estimated Accuracy
 MK1532;SPC NE       -   140,210.      681,350.      MT  (+/- 180 meters Scaled)
 MK1532
 MK1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL973478(NAD 83)
 MK1532
 MK1532                          SUPERSEDED SURVEY CONTROL
 MK1532
 MK1532  NGVD 29 (??/??/92)  527.236  (m)         1729.77   (f) ADJ UNCH    2 0
 MK1532
 MK1532.Superseded values are not recommended for survey control.
 MK1532
 MK1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1532.See file dsdata.pdf to determine how the superseded data were derived.
 MK1532
 MK1532_MARKER: DB = BENCH MARK DISK
 MK1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1532_STAMPING: D 136 1935
 MK1532_MARK LOGO: CGS
 MK1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1532+STABILITY: SURFACE MOTION
 MK1532
 MK1532  HISTORY     - Date     Condition        Report By
 MK1532  HISTORY     - 1935     MONUMENTED       CGS
 MK1532  HISTORY     - 1960     MARK NOT FOUND   USGS
 MK1532
 MK1532                          STATION DESCRIPTION
 MK1532
 MK1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1532'2.3 MI E FROM HORDVILLE.
 MK1532'2.3 MILES EAST OF HORDVILLE DEPOT.  ALONG THE UNION PACIFIC
 MK1532'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 68.6 FEET NORTH
 MK1532'OF THE NORTH RAIL, 6 FEET WEST OF MILE POST NO. 66, 4.0 FEET
 MK1532'SOUTH OF THE RIGHT OF WAY FENCE, 2.0 FEET BELOW THE LEVEL OF
 MK1532'ROAD.
 MK1532
 MK1532                          STATION RECOVERY (1960)
 MK1532
 MK1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1532'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2186 ***********************************************************************
 MK2186  DESIGNATION -  D 137 RESET
 MK2186  PID         -  MK2186
 MK2186  STATE/COUNTY-  NE/BUTLER
 MK2186  COUNTRY     -  US
 MK2186  USGS QUAD   -  GARRISON (2017)
 MK2186
 MK2186                         *CURRENT SURVEY CONTROL
 MK2186  ______________________________________________________________________
 MK2186* NAD 83(1986) POSITION- 41 11 07.     (N) 097 12 43.     (W)   SCALED
 MK2186* NAVD 88 ORTHO HEIGHT -   483.66  (meters)     1586.8   (feet) RESET
 MK2186  ______________________________________________________________________
 MK2186  GEOID HEIGHT    -        -25.975 (meters)                     GEOID18
 MK2186  VERT ORDER      -  THIRD
 MK2186
 MK2186.The horizontal coordinates were scaled from a map and have
 MK2186.an estimated accuracy of +/- 6 seconds.
 MK2186
 MK2186.The orthometric height was computed from unverified reset data.
 MK2186
 MK2186.No vertical observational check was made to the station.
 MK2186
 MK2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2186.GEOID18 height accuracy estimate available here.
 MK2186
 MK2186.Click photographs - Photos may exist for this station.
 MK2186
 MK2186;                    North         East    Units  Estimated Accuracy
 MK2186;SPC NE       -   153,870.      733,800.      MT  (+/- 180 meters Scaled)
 MK2186
 MK2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL499608(NAD 83)
 MK2186
 MK2186                          SUPERSEDED SURVEY CONTROL
 MK2186
 MK2186  NGVD 29 (01/31/13)  483.48   (m)         1586.2    (f) RESET       3  
 MK2186
 MK2186.Superseded values are not recommended for survey control.
 MK2186
 MK2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2186.See file dsdata.pdf to determine how the superseded data were derived.
 MK2186
 MK2186_MARKER: DV = VERTICAL CONTROL DISK
 MK2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2186_STAMPING: D 137 RESET 1986
 MK2186_MARK LOGO: NGS
 MK2186_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2186+STABILITY: SURFACE MOTION
 MK2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2186+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MK2186
 MK2186  HISTORY     - Date     Condition        Report By
 MK2186  HISTORY     - 1986     MONUMENTED       NGS
 MK2186  HISTORY     - 19950510 GOOD             NGS
 MK2186
 MK2186                          STATION DESCRIPTION
 MK2186
 MK2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2186'4.18 KM (2.60 MI) WEST ALONG A GRADED COUNTY ROAD, FROM THE COOP GRAIN
 MK2186'ELEVATOR IN GARRISON, THEN 0.97 KM (0.60 MI) RIGHT AND NORTH ALONG A
 MK2186'GRADED ROAD TO A FARM DRIVE ON THE RIGHT, THEN RIGHT AND EAST ALONG
 MK2186'THE PRIVATE DRIVE FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT, AT
 MK2186'THE NORTHEAST CORNER OF A FARMHOUSE, 16.61 M (54.5 FT) SOUTH FROM THE
 MK2186'CENTERLINE OF THE DRIVEWAY, 13.35 M (43.8 FT) EAST FROM THE
 MK2186'CENTERLINE OF A SIDEWALK, 13.11 M (43.0 FT) NORTHEAST FROM THE
 MK2186'NORTHEAST CORNER OF THE HOUSE, 3.96 M (13.0 FT) SOUTH FROM A
 MK2186'POWERLINE POLE, IN THE SW 1/4OF THE NW 1/4, SEC16, T14N, R2E, ON
 MK2186'PROPERTY OWNED BY DON HEINS, BOX 107, RISING CITY, NEBRASKA.
 MK2186'TELEPHONE 402 542 2272.  THE MARK IS FLUSH WITH THE GROUND AND IS
 MK2186'ABOUT LEVEL WITH THE DRIVEWAY.
 MK2186
 MK2186                          STATION RECOVERY (1995)
 MK2186
 MK2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK2186'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0714 ***********************************************************************
 LG0714  DESIGNATION -  D 138
 LG0714  PID         -  LG0714
 LG0714  STATE/COUNTY-  NE/HAMILTON
 LG0714  COUNTRY     -  US
 LG0714  USGS QUAD   -  HENDERSON NE (2017)
 LG0714
 LG0714                         *CURRENT SURVEY CONTROL
 LG0714  ______________________________________________________________________
 LG0714* NAD 83(1986) POSITION- 40 52 50.     (N) 097 51 51.     (W)   SCALED
 LG0714* NAVD 88 ORTHO HEIGHT -   535.126 (meters)     1755.66  (feet) ADJUSTED
 LG0714  ______________________________________________________________________
 LG0714  GEOID HEIGHT    -        -25.920 (meters)                     GEOID18
 LG0714  DYNAMIC HEIGHT  -        534.835 (meters)     1754.70  (feet) COMP
 LG0714  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 LG0714
 LG0714  VERT ORDER      -  SECOND    CLASS 0
 LG0714
 LG0714.The horizontal coordinates were scaled from a map and have
 LG0714.an estimated accuracy of +/- 6 seconds.
 LG0714
 LG0714.The orthometric height was determined by differential leveling and
 LG0714.adjusted by the NATIONAL GEODETIC SURVEY
 LG0714.in June 1991.
 LG0714
 LG0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0714.GEOID18 height accuracy estimate available here.
 LG0714
 LG0714.Click photographs - Photos may exist for this station.
 LG0714
 LG0714.The dynamic height is computed by dividing the NAVD 88
 LG0714.geopotential number by the normal gravity value computed on the
 LG0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0714.degrees latitude (g = 980.6199 gals.).
 LG0714
 LG0714.The modeled gravity was interpolated from observed gravity values.
 LG0714
 LG0714;                    North         East    Units  Estimated Accuracy
 LG0714;SPC NE       -   118,490.      679,950.      MT  (+/- 180 meters Scaled)
 LG0714
 LG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL956261(NAD 83)
 LG0714
 LG0714                          SUPERSEDED SURVEY CONTROL
 LG0714
 LG0714  NGVD 29 (??/??/92)  534.891  (m)         1754.89   (f) ADJ UNCH    2 0
 LG0714
 LG0714.Superseded values are not recommended for survey control.
 LG0714
 LG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0714.See file dsdata.pdf to determine how the superseded data were derived.
 LG0714
 LG0714_MARKER: DB = BENCH MARK DISK
 LG0714_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0714_STAMPING: D 138 1935
 LG0714_MARK LOGO: CGS
 LG0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0714
 LG0714  HISTORY     - Date     Condition        Report By
 LG0714  HISTORY     - 1935     MONUMENTED       CGS
 LG0714  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LG0714
 LG0714                          STATION DESCRIPTION
 LG0714
 LG0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0714'1.2 MI E FROM HAMPTON.
 LG0714'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0714'FROM THE STATION AT HAMPTON, HAMILTON COUNTY, 360 FEET WEST OF
 LG0714'MILEPOST 70, AT AN UNIMPROVED-ROAD CROSSING, 44 FEET SOUTH OF THE
 LG0714'SOUTH RAIL, AND 41 FEET EAST OF THE CENTER LINE OF THE UNIMPROVED
 LG0714'ROAD.  A STANDARD DISK, STAMPED D 138 1935 AND SET IN THE TOP
 LG0714'OF A CONCRETE POST.
 LG0714
 LG0714                          STATION RECOVERY (1977)
 LG0714
 LG0714'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LG0714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1063 ***********************************************************************
 MK1063  DESIGNATION -  D 139 RESET
 MK1063  PID         -  MK1063
 MK1063  STATE/COUNTY-  NE/BURT
 MK1063  COUNTRY     -  US
 MK1063  USGS QUAD   -  WEST POINT SE (2017)
 MK1063
 MK1063                         *CURRENT SURVEY CONTROL
 MK1063  ______________________________________________________________________
 MK1063* NAD 83(1986) POSITION- 41 49 43.     (N) 096 30 09.     (W)   SCALED
 MK1063* NAVD 88 ORTHO HEIGHT -   389.75  (meters)     1278.7   (feet) RESET
 MK1063  ______________________________________________________________________
 MK1063  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 MK1063  VERT ORDER      -  THIRD
 MK1063
 MK1063.The horizontal coordinates were scaled from a map and have
 MK1063.an estimated accuracy of +/- 6 seconds.
 MK1063
 MK1063.The orthometric height was computed from unverified reset data.
 MK1063
 MK1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1063.GEOID18 height accuracy estimate available here.
 MK1063
 MK1063.Click photographs - Photos may exist for this station.
 MK1063
 MK1063;                    North         East    Units  Estimated Accuracy
 MK1063;SPC NE       -   227,400.      790,370.      MT  (+/- 180 meters Scaled)
 MK1063
 MK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM073337(NAD 83)
 MK1063
 MK1063                          SUPERSEDED SURVEY CONTROL
 MK1063
 MK1063  NGVD 29 (??/??/??)  389.61   (m)         1278.2    (f) RESET       3  
 MK1063
 MK1063.Superseded values are not recommended for survey control.
 MK1063
 MK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1063.See file dsdata.pdf to determine how the superseded data were derived.
 MK1063
 MK1063_MARKER: DB = BENCH MARK DISK
 MK1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1063_STAMPING: D 139 1935 RESET 1957
 MK1063_MARK LOGO: CGS
 MK1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1063+STABILITY: SURFACE MOTION
 MK1063
 MK1063  HISTORY     - Date     Condition        Report By
 MK1063  HISTORY     - 1957     MONUMENTED       CGS
 MK1063  HISTORY     - 19920603 POOR             NEDR
 MK1063
 MK1063                          STATION DESCRIPTION
 MK1063
 MK1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1063'2 MI W FROM OAKLAND.
 MK1063'IN BURT COUNTY, 2.0 MILES WEST ALONG STATE HIGHWAY 9 FROM ITS
 MK1063'JUNCTION WITH U.S. HIGHWAY 77 NEAR OAKLAND, IN THE SOUTHWEST
 MK1063'ANGLE OF CROSSROADS, 120 FEET WEST OF THE CENTER OF GRAVEL
 MK1063'ROAD, 76 FEET NORTH OF THE NORTHWEST CORNER OF AND ON TANGENT
 MK1063'WITH THE WEST SIDE OF DISTRICT NO. 33 SCHOOL, AND 60 FEET SOUTH
 MK1063'OF THE CENTER OF STATE HIGHWAY 9.  THE MARK PROJECTS 6 INCHES
 MK1063'AND THE DISK IS STAMPED D 139 1935 RESET 1957.
 MK1063
 MK1063                          STATION RECOVERY (1992)
 MK1063
 MK1063'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (BB)
 MK1063'CAP MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0428 ***********************************************************************
 LG0428  DESIGNATION -  D 14
 LG0428  PID         -  LG0428
 LG0428  STATE/COUNTY-  NE/SALINE
 LG0428  COUNTRY     -  US
 LG0428  USGS QUAD   -  DORCHESTER NW (2017)
 LG0428
 LG0428                         *CURRENT SURVEY CONTROL
 LG0428  ______________________________________________________________________
 LG0428* NAD 83(1986) POSITION- 40 39 37.     (N) 097 11 19.     (W)   SCALED
 LG0428* NAVD 88 ORTHO HEIGHT -   464.239 (meters)     1523.09  (feet) ADJUSTED
 LG0428  ______________________________________________________________________
 LG0428  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 LG0428  DYNAMIC HEIGHT  -        463.981 (meters)     1522.24  (feet) COMP
 LG0428  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 LG0428
 LG0428  VERT ORDER      -  FIRST     CLASS II
 LG0428
 LG0428.The horizontal coordinates were scaled from a map and have
 LG0428.an estimated accuracy of +/- 6 seconds.
 LG0428
 LG0428.The orthometric height was determined by differential leveling and
 LG0428.adjusted by the NATIONAL GEODETIC SURVEY
 LG0428.in June 1991.
 LG0428
 LG0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0428.GEOID18 height accuracy estimate available here.
 LG0428
 LG0428.Click photographs - Photos may exist for this station.
 LG0428
 LG0428.The dynamic height is computed by dividing the NAVD 88
 LG0428.geopotential number by the normal gravity value computed on the
 LG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0428.degrees latitude (g = 980.6199 gals.).
 LG0428
 LG0428.The modeled gravity was interpolated from observed gravity values.
 LG0428
 LG0428;                    North         East    Units  Estimated Accuracy
 LG0428;SPC NE       -    95,680.      737,650.      MT  (+/- 180 meters Scaled)
 LG0428
 LG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL531026(NAD 83)
 LG0428
 LG0428                          SUPERSEDED SURVEY CONTROL
 LG0428
 LG0428  NGVD 29 (??/??/92)  464.074  (m)         1522.55   (f) ADJ UNCH    1 2
 LG0428
 LG0428.Superseded values are not recommended for survey control.
 LG0428
 LG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0428.See file dsdata.pdf to determine how the superseded data were derived.
 LG0428
 LG0428_MARKER: DB = BENCH MARK DISK
 LG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0428_STAMPING: D 14 1933 1522.369
 LG0428_MARK LOGO: CGS
 LG0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0428+STABILITY: SURFACE MOTION
 LG0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0428+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0428
 LG0428  HISTORY     - Date     Condition        Report By
 LG0428  HISTORY     - 1933     MONUMENTED       CGS
 LG0428  HISTORY     - 1961     GOOD             CGS
 LG0428  HISTORY     - 19911009 GOOD             NGS
 LG0428
 LG0428                          STATION DESCRIPTION
 LG0428
 LG0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0428'3.9 MI W FROM DORCHESTER.
 LG0428'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0428'FROM THE STATION AT DORCHESTER, 140 FEET SOUTHWEST OF MILEPOST 92,
 LG0428'77 FEET EAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 66 FEET
 LG0428'NORTHWEST OF A FENCE CORNER, 44 FEET SOUTH OF THE SOUTH RAIL, 43
 LG0428'FEET NORTH OF A FENCE, 42 FEET WEST OF A TELEPHONE POLE, 4 FEET
 LG0428'LOWER THAN THE TRACKS, 2.2 FEET WEST OF A METAL WITNESS POST
 LG0428'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH
 LG0428'ABOVE GROUND.
 LG0428
 LG0428                          STATION RECOVERY (1991)
 LG0428
 LG0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0428'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0428'IN CRETE, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0428'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG COUNTY ROAD 1100, THENCE 0.8
 LG0428'KM (0.50 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 25.2 M
 LG0428'(82.7 FT) EAST OF A UTILITY POLE WITH A GUY CABLE, 22.2 M (72.8 FT)
 LG0428'NORTHWEST OF A FENCE CORNER, 17.5 M (57.4 FT) WEST OF A UTILITY POLE,
 LG0428'15.5 M (50.9 FT) NORTH OF A FENCE, 14.5 M (47.6 FT) SOUTH OF THE NEAR
 LG0428'RAIL, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LG0428'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 LG0428'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0601 ***********************************************************************
 NM0601  DESIGNATION -  D 140
 NM0601  PID         -  NM0601
 NM0601  STATE/COUNTY-  NE/THURSTON
 NM0601  COUNTRY     -  US
 NM0601  USGS QUAD   -  THURSTON (2017)
 NM0601
 NM0601                         *CURRENT SURVEY CONTROL
 NM0601  ______________________________________________________________________
 NM0601* NAD 83(1986) POSITION- 42 10 43.     (N) 096 41 55.     (W)   SCALED
 NM0601* NAVD 88 ORTHO HEIGHT -   420.749 (meters)     1380.41  (feet) ADJUSTED
 NM0601  ______________________________________________________________________
 NM0601  GEOID HEIGHT    -        -25.357 (meters)                     GEOID18
 NM0601  DYNAMIC HEIGHT  -        420.603 (meters)     1379.93  (feet) COMP
 NM0601  MODELED GRAVITY -    980,259.9   (mgal)                       NAVD 88
 NM0601
 NM0601  VERT ORDER      -  SECOND    CLASS 0
 NM0601
 NM0601.The horizontal coordinates were scaled from a map and have
 NM0601.an estimated accuracy of +/- 6 seconds.
 NM0601
 NM0601.The orthometric height was determined by differential leveling and
 NM0601.adjusted by the NATIONAL GEODETIC SURVEY
 NM0601.in June 1991.
 NM0601
 NM0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0601.GEOID18 height accuracy estimate available here.
 NM0601
 NM0601.Click photographs - Photos may exist for this station.
 NM0601
 NM0601.The dynamic height is computed by dividing the NAVD 88
 NM0601.geopotential number by the normal gravity value computed on the
 NM0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0601.degrees latitude (g = 980.6199 gals.).
 NM0601
 NM0601.The modeled gravity was interpolated from observed gravity values.
 NM0601
 NM0601;                    North         East    Units  Estimated Accuracy
 NM0601;SPC NE       -   265,600.      772,620.      MT  (+/- 180 meters Scaled)
 NM0601
 NM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM900721(NAD 83)
 NM0601
 NM0601                          SUPERSEDED SURVEY CONTROL
 NM0601
 NM0601  NGVD 29 (??/??/92)  420.590  (m)         1379.89   (f) ADJ UNCH    2 0
 NM0601
 NM0601.Superseded values are not recommended for survey control.
 NM0601
 NM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0601.See file dsdata.pdf to determine how the superseded data were derived.
 NM0601
 NM0601_MARKER: DB = BENCH MARK DISK
 NM0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0601_STAMPING: D 140 1935
 NM0601_MARK LOGO: CGS
 NM0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0601+STABILITY: SURFACE MOTION
 NM0601
 NM0601  HISTORY     - Date     Condition        Report By
 NM0601  HISTORY     - 1935     MONUMENTED       CGS
 NM0601
 NM0601                          STATION DESCRIPTION
 NM0601
 NM0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0601'AT THURSTON.
 NM0601'AT THURSTON ALONG THE CHICAGO, ST. PAUL, MINNESOTA AND OMAHA
 NM0601'RAILROAD BETWEEN LYONS AND EMERSON, 17 (33-FOOT) RAILS NORTH
 NM0601'OF DEPOT, 94.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NM0601'RAILROAD SECTION HOUSE, 93.0 FEET WEST OF THE NORTHWEST CORNER
 NM0601'OF THE CROWELL LUMBER AND GRAIN CO. ELEVATOR, 39.6 FEET WEST
 NM0601'OF THE WEST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1215 ***********************************************************************
 NM1215  DESIGNATION -  D 141
 NM1215  PID         -  NM1215
 NM1215  STATE/COUNTY-  NE/STANTON
 NM1215  COUNTRY     -  US
 NM1215  USGS QUAD   -  PILGER (2017)
 NM1215
 NM1215                         *CURRENT SURVEY CONTROL
 NM1215  ______________________________________________________________________
 NM1215* NAD 83(1986) POSITION- 42 00 21.     (N) 097 03 31.     (W)   SCALED
 NM1215* NAVD 88 ORTHO HEIGHT -   429.085 (meters)     1407.76  (feet) ADJUSTED
 NM1215  ______________________________________________________________________
 NM1215  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 NM1215  DYNAMIC HEIGHT  -        428.931 (meters)     1407.25  (feet) COMP
 NM1215  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 NM1215
 NM1215  VERT ORDER      -  SECOND    CLASS 0
 NM1215
 NM1215.The horizontal coordinates were scaled from a map and have
 NM1215.an estimated accuracy of +/- 6 seconds.
 NM1215
 NM1215.The orthometric height was determined by differential leveling and
 NM1215.adjusted by the NATIONAL GEODETIC SURVEY
 NM1215.in June 1991.
 NM1215
 NM1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1215.GEOID18 height accuracy estimate available here.
 NM1215
 NM1215.Click photographs - Photos may exist for this station.
 NM1215
 NM1215.The dynamic height is computed by dividing the NAVD 88
 NM1215.geopotential number by the normal gravity value computed on the
 NM1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1215.degrees latitude (g = 980.6199 gals.).
 NM1215
 NM1215.The modeled gravity was interpolated from observed gravity values.
 NM1215
 NM1215;                    North         East    Units  Estimated Accuracy
 NM1215;SPC NE       -   245,350.      743,550.      MT  (+/- 180 meters Scaled)
 NM1215
 NM1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM607522(NAD 83)
 NM1215
 NM1215                          SUPERSEDED SURVEY CONTROL
 NM1215
 NM1215  NGVD 29 (??/??/92)  428.926  (m)         1407.23   (f) ADJ UNCH    2 0
 NM1215
 NM1215.Superseded values are not recommended for survey control.
 NM1215
 NM1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1215.See file dsdata.pdf to determine how the superseded data were derived.
 NM1215
 NM1215_MARKER: DB = BENCH MARK DISK
 NM1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1215_STAMPING: D 141 1935
 NM1215_MARK LOGO: CGS
 NM1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1215+STABILITY: SURFACE MOTION
 NM1215
 NM1215  HISTORY     - Date     Condition        Report By
 NM1215  HISTORY     - 1935     MONUMENTED       CGS
 NM1215
 NM1215                          STATION DESCRIPTION
 NM1215
 NM1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1215'IN PILGER, ON THE CHICAGO AND NORTH WESTERN RAILWAY, 231 FEET
 NM1215'(70.4 M) EAST OF MILEPOST 60, AT A ROAD CROSSING, 50 FEET (15.2 M)
 NM1215'WEST OF THE CENTERLINE OF THE ROAD, 46.5 FEET (14.2 M) SOUTH OF THE
 NM1215'SOUTH RAIL OF THE MAIN TRACK, AND 14 FEET (4.3 M) WEST OF THE WEST
 NM1215'EDGE OF A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0655 ***********************************************************************
 LG0655  DESIGNATION -  D 15
 LG0655  PID         -  LG0655
 LG0655  STATE/COUNTY-  NE/CLAY
 LG0655  COUNTRY     -  US
 LG0655  USGS QUAD   -  SARONVILLE (2017)
 LG0655
 LG0655                         *CURRENT SURVEY CONTROL
 LG0655  ______________________________________________________________________
 LG0655* NAD 83(1986) POSITION- 40 36 10.     (N) 097 56 14.     (W)   SCALED
 LG0655* NAVD 88 ORTHO HEIGHT -   532.478 (meters)     1746.97  (feet) ADJUSTED
 LG0655  ______________________________________________________________________
 LG0655  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 LG0655  DYNAMIC HEIGHT  -        532.185 (meters)     1746.01  (feet) COMP
 LG0655  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 LG0655
 LG0655  VERT ORDER      -  FIRST     CLASS II
 LG0655
 LG0655.The horizontal coordinates were scaled from a map and have
 LG0655.an estimated accuracy of +/- 6 seconds.
 LG0655
 LG0655.The orthometric height was determined by differential leveling and
 LG0655.adjusted by the NATIONAL GEODETIC SURVEY
 LG0655.in June 1991.
 LG0655
 LG0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0655.GEOID18 height accuracy estimate available here.
 LG0655
 LG0655.Click photographs - Photos may exist for this station.
 LG0655
 LG0655.The dynamic height is computed by dividing the NAVD 88
 LG0655.geopotential number by the normal gravity value computed on the
 LG0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0655.degrees latitude (g = 980.6199 gals.).
 LG0655
 LG0655.The modeled gravity was interpolated from observed gravity values.
 LG0655
 LG0655;                    North         East    Units  Estimated Accuracy
 LG0655;SPC NE       -    87,510.      674,540.      MT  (+/- 180 meters Scaled)
 LG0655
 LG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK899952(NAD 83)
 LG0655
 LG0655                          SUPERSEDED SURVEY CONTROL
 LG0655
 LG0655  NGVD 29 (??/??/92)  532.272  (m)         1746.30   (f) ADJ UNCH    1 2
 LG0655
 LG0655.Superseded values are not recommended for survey control.
 LG0655
 LG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0655.See file dsdata.pdf to determine how the superseded data were derived.
 LG0655
 LG0655_MARKER: DB = BENCH MARK DISK
 LG0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0655_STAMPING: D 15 1933 1746.296
 LG0655_MARK LOGO: CGS
 LG0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0655+STABILITY: SURFACE MOTION
 LG0655
 LG0655  HISTORY     - Date     Condition        Report By
 LG0655  HISTORY     - 1933     MONUMENTED       CGS
 LG0655  HISTORY     - 1934     GOOD             CGS
 LG0655  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0655  HISTORY     - 19911218 MARK NOT FOUND   LOCSUR
 LG0655
 LG0655                          STATION DESCRIPTION
 LG0655
 LG0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0655'AT SHARONVILLE.
 LG0655'AT SARONVILLE, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0655'QUINCY RAILROAD, 500 FEET EAST OF THE EAST FACE OF THE STATION,
 LG0655'1,000 FEET WEST OF MILEPOST 132, 300 FEET EAST OF A ROAD
 LG0655'CROSSING, 146 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 LG0655'AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1746.296
 LG0655'D 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0655'3 INCHES ABOVE GROUND.
 LG0655
 LG0655                          STATION RECOVERY (1991)
 LG0655
 LG0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0655'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LG0655
 LG0655                          STATION RECOVERY (1991)
 LG0655
 LG0655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (UKN)
 LG0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0289 ***********************************************************************
 LJ0289  DESIGNATION -  D 158
 LJ0289  PID         -  LJ0289
 LJ0289  STATE/COUNTY-  NE/CHASE
 LJ0289  COUNTRY     -  US
 LJ0289  USGS QUAD   -  LAMAR (2017)
 LJ0289
 LJ0289                         *CURRENT SURVEY CONTROL
 LJ0289  ______________________________________________________________________
 LJ0289* NAD 83(1986) POSITION- 40 32 13.     (N) 101 56 56.     (W)   SCALED
 LJ0289* NAVD 88 ORTHO HEIGHT -  1061.625 (meters)     3483.01  (feet) ADJUSTED
 LJ0289  ______________________________________________________________________
 LJ0289  GEOID HEIGHT    -        -21.745 (meters)                     GEOID18
 LJ0289  DYNAMIC HEIGHT  -       1060.878 (meters)     3480.56  (feet) COMP
 LJ0289  MODELED GRAVITY -    979,885.1   (mgal)                       NAVD 88
 LJ0289
 LJ0289  VERT ORDER      -  SECOND    CLASS 0
 LJ0289
 LJ0289.The horizontal coordinates were scaled from a map and have
 LJ0289.an estimated accuracy of +/- 6 seconds.
 LJ0289
 LJ0289.The orthometric height was determined by differential leveling and
 LJ0289.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0289.in June 1991.
 LJ0289
 LJ0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0289.GEOID18 height accuracy estimate available here.
 LJ0289
 LJ0289.Click photographs - Photos may exist for this station.
 LJ0289
 LJ0289.The dynamic height is computed by dividing the NAVD 88
 LJ0289.geopotential number by the normal gravity value computed on the
 LJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0289.degrees latitude (g = 980.6199 gals.).
 LJ0289
 LJ0289.The modeled gravity was interpolated from observed gravity values.
 LJ0289
 LJ0289;                    North         East    Units  Estimated Accuracy
 LJ0289;SPC NE       -    79,980.      334,940.      MT  (+/- 180 meters Scaled)
 LJ0289
 LJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK502915(NAD 83)
 LJ0289
 LJ0289                          SUPERSEDED SURVEY CONTROL
 LJ0289
 LJ0289  NGVD 29 (??/??/92) 1061.190  (m)         3481.59   (f) ADJ UNCH    2 0
 LJ0289
 LJ0289.Superseded values are not recommended for survey control.
 LJ0289
 LJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0289.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0289
 LJ0289_MARKER: DB = BENCH MARK DISK
 LJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0289_STAMPING: D 158 1934
 LJ0289_MARK LOGO: CGS
 LJ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0289+STABILITY: SURFACE MOTION
 LJ0289
 LJ0289  HISTORY     - Date     Condition        Report By
 LJ0289  HISTORY     - 1934     MONUMENTED       CGS
 LJ0289  HISTORY     - 1968     MARK NOT FOUND   CGS
 LJ0289
 LJ0289                          STATION DESCRIPTION
 LJ0289
 LJ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LJ0289'17.8 MI W FROM IMPERIAL.
 LJ0289'17.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LJ0289'AND QUINCY RAILROAD STATION AT IMPERIAL, CHASE COUNTY, AT THE
 LJ0289'INTERSECTION OF T-ROADS LEADING NORTH AND SOUTH, 42 FEET SOUTH
 LJ0289'OF THE CENTER LINE OF THE HIGHWAY, AND 24 FEET EAST OF THE CENTER
 LJ0289'LINE OF THE T-ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED,
 LJ0289'D 158 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 LJ0289'MEASUREMENTS PLACED THE LOCATION IN THE BARROW PIT OF THE ROAD.
 LJ0289'PROBABLY DESTROYED DURING THE ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0211 ***********************************************************************
 LJ0211  DESIGNATION -  D 159
 LJ0211  PID         -  LJ0211
 LJ0211  STATE/COUNTY-  NE/HITCHCOCK
 LJ0211  COUNTRY     -  US
 LJ0211  USGS QUAD   -  PALISADE (2017)
 LJ0211
 LJ0211                         *CURRENT SURVEY CONTROL
 LJ0211  ______________________________________________________________________
 LJ0211* NAD 83(1986) POSITION- 40 20 47.     (N) 101 06 28.     (W)   SCALED
 LJ0211* NAVD 88 ORTHO HEIGHT -   844.072 (meters)     2769.26  (feet) ADJUSTED
 LJ0211  ______________________________________________________________________
 LJ0211  GEOID HEIGHT    -        -23.149 (meters)                     GEOID18
 LJ0211  DYNAMIC HEIGHT  -        843.513 (meters)     2767.43  (feet) COMP
 LJ0211  MODELED GRAVITY -    979,934.5   (mgal)                       NAVD 88
 LJ0211
 LJ0211  VERT ORDER      -  SECOND    CLASS 0
 LJ0211
 LJ0211.The horizontal coordinates were scaled from a map and have
 LJ0211.an estimated accuracy of +/- 6 seconds.
 LJ0211
 LJ0211.The orthometric height was determined by differential leveling and
 LJ0211.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0211.in June 1991.
 LJ0211
 LJ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0211.GEOID18 height accuracy estimate available here.
 LJ0211
 LJ0211.Click photographs - Photos may exist for this station.
 LJ0211
 LJ0211.The dynamic height is computed by dividing the NAVD 88
 LJ0211.geopotential number by the normal gravity value computed on the
 LJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0211.degrees latitude (g = 980.6199 gals.).
 LJ0211
 LJ0211.The modeled gravity was interpolated from observed gravity values.
 LJ0211
 LJ0211;                    North         East    Units  Estimated Accuracy
 LJ0211;SPC NE       -    57,570.      405,900.      MT  (+/- 180 meters Scaled)
 LJ0211
 LJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK209683(NAD 83)
 LJ0211
 LJ0211                          SUPERSEDED SURVEY CONTROL
 LJ0211
 LJ0211  NGVD 29 (??/??/92)  843.740  (m)         2768.17   (f) ADJ UNCH    2 0
 LJ0211
 LJ0211.Superseded values are not recommended for survey control.
 LJ0211
 LJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0211.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0211
 LJ0211_MARKER: DB = BENCH MARK DISK
 LJ0211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0211_SP_SET: FOOTING
 LJ0211_STAMPING: D 159 1934
 LJ0211_MARK LOGO: CGS
 LJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0211+STABILITY: SURFACE MOTION
 LJ0211
 LJ0211  HISTORY     - Date     Condition        Report By
 LJ0211  HISTORY     - 1934     MONUMENTED       CGS
 LJ0211  HISTORY     - 1941     GOOD             CGS
 LJ0211
 LJ0211                          STATION DESCRIPTION
 LJ0211
 LJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0211'AT PALISADE.
 LJ0211'AT PALISADE AT CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER
 LJ0211'WELL.  129 FEET EAST OF STATION, AND 6 FEET SOUTH OF CENTER
 LJ0211'LINE OF TRACKS.
 LJ0211
 LJ0211                          STATION RECOVERY (1941)
 LJ0211
 LJ0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0547 ***********************************************************************
 LH0547  DESIGNATION -  D 16
 LH0547  PID         -  LH0547
 LH0547  STATE/COUNTY-  NE/BUFFALO
 LH0547  COUNTRY     -  US
 LH0547  USGS QUAD   -  MILLER (2017)
 LH0547
 LH0547                         *CURRENT SURVEY CONTROL
 LH0547  ______________________________________________________________________
 LH0547* NAD 83(1986) POSITION- 40 55 43.00   (N) 099 23 14.20   (W)   HD_HELD1
 LH0547* NAVD 88 ORTHO HEIGHT -   704.626 (meters)     2311.76  (feet) ADJUSTED
 LH0547  ______________________________________________________________________
 LH0547  GEOID HEIGHT    -        -23.855 (meters)                     GEOID18
 LH0547  DYNAMIC HEIGHT  -        704.229 (meters)     2310.46  (feet) COMP
 LH0547  MODELED GRAVITY -    980,037.9   (mgal)                       NAVD 88
 LH0547
 LH0547  VERT ORDER      -  FIRST     CLASS II
 LH0547
 LH0547.The horizontal coordinates were determined by differentially corrected
 LH0547.hand held GPS observations or other comparable positioning techniques
 LH0547.and have an estimated accuracy of +/- 3 meters.
 LH0547
 LH0547.The orthometric height was determined by differential leveling and
 LH0547.adjusted by the NATIONAL GEODETIC SURVEY
 LH0547.in June 1991.
 LH0547
 LH0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0547.GEOID18 height accuracy estimate available here.
 LH0547
 LH0547.Click photographs - Photos may exist for this station.
 LH0547
 LH0547.The dynamic height is computed by dividing the NAVD 88
 LH0547.geopotential number by the normal gravity value computed on the
 LH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0547.degrees latitude (g = 980.6199 gals.).
 LH0547
 LH0547.The modeled gravity was interpolated from observed gravity values.
 LH0547
 LH0547;                    North         East    Units  Estimated Accuracy
 LH0547;SPC NE       -   121,788.1     551,591.6     MT  (+/- 3 meters HH1 GPS) 
 LH0547
 LH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6739430904(NAD 83)
 LH0547
 LH0547                          SUPERSEDED SURVEY CONTROL
 LH0547
 LH0547  NGVD 29 (??/??/92)  704.368  (m)         2310.91   (f) ADJ UNCH    1 2
 LH0547
 LH0547.Superseded values are not recommended for survey control.
 LH0547
 LH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0547.See file dsdata.pdf to determine how the superseded data were derived.
 LH0547
 LH0547_MARKER: DB = BENCH MARK DISK
 LH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0547_STAMPING: 2310.914 D 16 1933
 LH0547_MARK LOGO: CGS
 LH0547_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0547+STABILITY: SURFACE MOTION
 LH0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0547+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2021
 LH0547
 LH0547  HISTORY     - Date     Condition        Report By
 LH0547  HISTORY     - 1933     MONUMENTED       CGS
 LH0547  HISTORY     - 1967     GOOD             CGS
 LH0547  HISTORY     - 20210225 GOOD             NEGS
 LH0547
 LH0547                          STATION DESCRIPTION
 LH0547
 LH0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0547'AT MILLER.
 LH0547'AT MILLER, BUFFALO CUNTY, ABOUT 1/2 MILE EAST ALONG THE UNION
 LH0547'PACIFIC RAILROAD FROM THE STATION, ABOUT 3 YARDS EAST OF MILEPOST
 LH0547'26, AT THE CROSSING OF U.S. HIGHWAY 183, 60 FEET EAST OF THE
 LH0547'CENTER LINE OF THE HIGHWAY, 47.3 FEET NORTH OF THE CENTER LINE
 LH0547'OF THE TRACK, AND 48 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LH0547'A STANDARD DISK, STAMPED 2310.914 D 16 1933 AND SET IN THE
 LH0547'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHS ABOVE GROUND.
 LH0547'NOTE-- IT IS 0.05 MILE EAST-NORTHEAST OF THE JUNCTION OF U.S.
 LH0547'HIGHWAY 183 AND STATE HIGHWAY 40 IN MILLER IN THE NORTHEAST
 LH0547'ANGLE OF THE JUNCTION.
 LH0547
 LH0547                          STATION RECOVERY (2021)
 LH0547
 LH0547'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 LH0547'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND U.S. HIGHWAY 183,
 LH0547'IN MILLER NE., GO EAST ON NE. HIGHWAY 40 APPROXIMATELY 230 FT (70.1 M)
 LH0547'TO THE INTERSECTION OF NE. HIGHWAY 40 AND ARMADA AVENUE.  TURN LEFT,
 LH0547'NORTH, ONTO ARMADA AVENUE AND GO APPROXIMATELY 115 FT (35.1 M) TO THE
 LH0547'MARK ON THE RIGHT.
 LH0547'
 LH0547'IT IS LOCATED IN THE NORTHWEST CORNER OF A HORSE CORRAL, 170 FT (51.8
 LH0547'M) NORTH OF THE CENTERLINE OF NE. HIGHWAY 40, 55.0 FT (16.8 M) EAST OF
 LH0547'THE CENTERLINE OF ARMADA AVENUE AND 1.0 FT (0.3 M) SOUTH OF A METAL
 LH0547'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0248 ***********************************************************************
 MM0248  DESIGNATION -  D 160 RESET
 MM0248  PID         -  MM0248
 MM0248  STATE/COUNTY-  NE/KEITH
 MM0248  COUNTRY     -  US
 MM0248  USGS QUAD   -  OGALLALA SW (2017)
 MM0248
 MM0248                         *CURRENT SURVEY CONTROL
 MM0248  ______________________________________________________________________
 MM0248* NAD 83(1986) POSITION- 41 00 37.51   (N) 101 43 42.93   (W)   HD_HELD1
 MM0248* NAVD 88 ORTHO HEIGHT -  1041.93  (meters)     3418.4   (feet) RESET
 MM0248  ______________________________________________________________________
 MM0248  GEOID HEIGHT    -        -21.130 (meters)                     GEOID18
 MM0248  VERT ORDER      -  THIRD
 MM0248
 MM0248.The horizontal coordinates were determined by differentially corrected
 MM0248.hand held GPS observations or other comparable positioning techniques
 MM0248.and have an estimated accuracy of +/- 3 meters.
 MM0248
 MM0248.The orthometric height was computed from unverified reset data.
 MM0248
 MM0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0248.GEOID18 height accuracy estimate available here.
 MM0248
 MM0248.Click photographs - Photos may exist for this station.
 MM0248
 MM0248;                    North         East    Units  Estimated Accuracy
 MM0248;SPC NE       -   132,140.8     354,641.5     MT  (+/- 3 meters HH1 GPS) 
 MM0248
 MM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7054543500(NAD 83)
 MM0248
 MM0248                          SUPERSEDED SURVEY CONTROL
 MM0248
 MM0248.No superseded survey control is available for this station.
 MM0248
 MM0248_MARKER: DB = BENCH MARK DISK
 MM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0248_STAMPING: D 160 RESET 1972
 MM0248_MARK LOGO: CGS
 MM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0248+STABILITY: SURFACE MOTION
 MM0248
 MM0248  HISTORY     - Date     Condition        Report By
 MM0248  HISTORY     - 1972     MONUMENTED       NGS
 MM0248
 MM0248                          STATION DESCRIPTION
 MM0248
 MM0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0248'8.3 MI S FROM OGALLALA.
 MM0248'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0248'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO
 MM0248'SOUTH ON HIGHWAY 61 FOR 7.75 MILES TO THE BENCH MARK ON THE
 MM0248'RIGHT.  (THIS MILEAGE WILL BE SHORTEN 0.1 TO 0.2 MILE WHEN THE
 MM0248'CONSTRUCTION OF THE HIGHWAY IS COMPLETED AS A CURVE IS BEING
 MM0248'TAKEN OUT OF OLD HIGHWAY 61).  THE BENCH MARK IS A STANDARD DISK
 MM0248'STAMPED D 160 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 MM0248'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MM0248'IT IS 89 FEET WEST OF THE CENTER OF HIGHWAY 61 AND 1 FOOT NORTH
 MM0248'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0273 ***********************************************************************
 LJ0273  DESIGNATION -  D 161
 LJ0273  PID         -  LJ0273
 LJ0273  STATE/COUNTY-  NE/PERKINS
 LJ0273  COUNTRY     -  US
 LJ0273  USGS QUAD   -  BRANDON (2017)
 LJ0273
 LJ0273                         *CURRENT SURVEY CONTROL
 LJ0273  ______________________________________________________________________
 LJ0273* NAD 83(1986) POSITION- 40 47 42.     (N) 101 56 38.     (W)   SCALED
 LJ0273* NAVD 88 ORTHO HEIGHT -  1073.583 (meters)     3522.25  (feet) ADJUSTED
 LJ0273  ______________________________________________________________________
 LJ0273  GEOID HEIGHT    -        -21.193 (meters)                     GEOID18
 LJ0273  DYNAMIC HEIGHT  -       1072.858 (meters)     3519.87  (feet) COMP
 LJ0273  MODELED GRAVITY -    979,911.9   (mgal)                       NAVD 88
 LJ0273
 LJ0273  VERT ORDER      -  SECOND    CLASS 0
 LJ0273
 LJ0273.The horizontal coordinates were scaled from a map and have
 LJ0273.an estimated accuracy of +/- 6 seconds.
 LJ0273
 LJ0273.The orthometric height was determined by differential leveling and
 LJ0273.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0273.in June 1991.
 LJ0273
 LJ0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0273.GEOID18 height accuracy estimate available here.
 LJ0273
 LJ0273.Click photographs - Photos may exist for this station.
 LJ0273
 LJ0273.The dynamic height is computed by dividing the NAVD 88
 LJ0273.geopotential number by the normal gravity value computed on the
 LJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0273.degrees latitude (g = 980.6199 gals.).
 LJ0273
 LJ0273.The modeled gravity was interpolated from observed gravity values.
 LJ0273
 LJ0273;                    North         East    Units  Estimated Accuracy
 LJ0273;SPC NE       -   108,620.      336,000.      MT  (+/- 180 meters Scaled)
 LJ0273
 LJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL516201(NAD 83)
 LJ0273
 LJ0273                          SUPERSEDED SURVEY CONTROL
 LJ0273
 LJ0273  NGVD 29 (??/??/92) 1073.145  (m)         3520.81   (f) ADJ UNCH    2 0
 LJ0273
 LJ0273.Superseded values are not recommended for survey control.
 LJ0273
 LJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0273.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0273
 LJ0273_MARKER: DB = BENCH MARK DISK
 LJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0273_STAMPING: D 161 1934
 LJ0273_MARK LOGO: CGS
 LJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0273+STABILITY: SURFACE MOTION
 LJ0273
 LJ0273  HISTORY     - Date     Condition        Report By
 LJ0273  HISTORY     - 1934     MONUMENTED       CGS
 LJ0273  HISTORY     - 1960     MARK NOT FOUND   USGS
 LJ0273
 LJ0273                          STATION DESCRIPTION
 LJ0273
 LJ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0273'5.5 MI E FROM VENANGO.
 LJ0273'5.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0273'FROM THE POST OFFICE AT VENANGO, PERKINS COUNTY, AT MILEPOST
 LJ0273'156, 90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 27 FEET
 LJ0273'NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A STANDARD DISK,
 LJ0273'STAMPED D 161 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0273
 LJ0273                          STATION RECOVERY (1960)
 LJ0273
 LJ0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0243 ***********************************************************************
 LJ0243  DESIGNATION -  D 162
 LJ0243  PID         -  LJ0243
 LJ0243  STATE/COUNTY-  NE/DUNDY
 LJ0243  COUNTRY     -  US
 LJ0243  USGS QUAD   -  OUGH (2017)
 LJ0243
 LJ0243                         *CURRENT SURVEY CONTROL
 LJ0243  ______________________________________________________________________
 LJ0243* NAD 83(1986) POSITION- 40 15 04.     (N) 101 30 43.     (W)   SCALED
 LJ0243* NAVD 88 ORTHO HEIGHT -  1013.184 (meters)     3324.09  (feet) ADJUSTED
 LJ0243  ______________________________________________________________________
 LJ0243  GEOID HEIGHT    -        -22.863 (meters)                     GEOID18
 LJ0243  DYNAMIC HEIGHT  -       1012.465 (meters)     3321.73  (feet) COMP
 LJ0243  MODELED GRAVITY -    979,880.8   (mgal)                       NAVD 88
 LJ0243
 LJ0243  VERT ORDER      -  SECOND    CLASS 0
 LJ0243
 LJ0243.The horizontal coordinates were scaled from a map and have
 LJ0243.an estimated accuracy of +/- 6 seconds.
 LJ0243
 LJ0243.The orthometric height was determined by differential leveling and
 LJ0243.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0243.in June 1991.
 LJ0243
 LJ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0243.GEOID18 height accuracy estimate available here.
 LJ0243
 LJ0243.Click photographs - Photos may exist for this station.
 LJ0243
 LJ0243.The dynamic height is computed by dividing the NAVD 88
 LJ0243.geopotential number by the normal gravity value computed on the
 LJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0243.degrees latitude (g = 980.6199 gals.).
 LJ0243
 LJ0243.The modeled gravity was interpolated from observed gravity values.
 LJ0243
 LJ0243;                    North         East    Units  Estimated Accuracy
 LJ0243;SPC NE       -    47,510.      371,380.      MT  (+/- 180 meters Scaled)
 LJ0243
 LJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK863586(NAD 83)
 LJ0243
 LJ0243                          SUPERSEDED SURVEY CONTROL
 LJ0243
 LJ0243  NGVD 29 (??/??/92) 1012.807  (m)         3322.85   (f) ADJ UNCH    2 0
 LJ0243
 LJ0243.Superseded values are not recommended for survey control.
 LJ0243
 LJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0243.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0243
 LJ0243_MARKER: DB = BENCH MARK DISK
 LJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0243_STAMPING: D 162 1934
 LJ0243_MARK LOGO: CGS
 LJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0243+STABILITY: SURFACE MOTION
 LJ0243
 LJ0243  HISTORY     - Date     Condition        Report By
 LJ0243  HISTORY     - 1934     MONUMENTED       CGS
 LJ0243  HISTORY     - 1954     GOOD             CGS
 LJ0243  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0243
 LJ0243                          STATION DESCRIPTION
 LJ0243
 LJ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LJ0243'14.4 MI N FROM BENKELMAN.
 LJ0243'14.4 MILES NORTH ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0243'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, 1 MILE
 LJ0243'EAST OF THE PRESENT STATE HIGHWAY 61, ABOUT 300 YARDS NORTH
 LJ0243'OF A FARMHOUSE, 1 FOOT NORTH OF AN EAST-AND-WEST FENCE, 27
 LJ0243'FEET SOUTH OF THE CENTERLINE OF A T-ROAD LEADING WEST, AND 57
 LJ0243'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LJ0243'STAMPED D 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0243'IN NW CORNER SEC. 8, T 3 N, R 37 W.
 LJ0243
 LJ0243                          STATION RECOVERY (1973)
 LJ0243
 LJ0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0166 ***********************************************************************
 LJ0166  DESIGNATION -  D 163
 LJ0166  PID         -  LJ0166
 LJ0166  STATE/COUNTY-  NE/LINCOLN
 LJ0166  COUNTRY     -  US
 LJ0166  USGS QUAD   -  WALLACE (2017)
 LJ0166
 LJ0166                         *CURRENT SURVEY CONTROL
 LJ0166  ______________________________________________________________________
 LJ0166* NAD 83(1986) POSITION- 40 50 16.     (N) 101 09 38.     (W)   SCALED
 LJ0166* NAVD 88 ORTHO HEIGHT -   946.512 (meters)     3105.35  (feet) ADJUSTED
 LJ0166  ______________________________________________________________________
 LJ0166  GEOID HEIGHT    -        -22.300 (meters)                     GEOID18
 LJ0166  DYNAMIC HEIGHT  -        945.900 (meters)     3103.34  (feet) COMP
 LJ0166  MODELED GRAVITY -    979,945.4   (mgal)                       NAVD 88
 LJ0166
 LJ0166  VERT ORDER      -  SECOND    CLASS 0
 LJ0166
 LJ0166.The horizontal coordinates were scaled from a map and have
 LJ0166.an estimated accuracy of +/- 6 seconds.
 LJ0166
 LJ0166.The orthometric height was determined by differential leveling and
 LJ0166.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0166.in June 1991.
 LJ0166
 LJ0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0166.GEOID18 height accuracy estimate available here.
 LJ0166
 LJ0166.Click photographs - Photos may exist for this station.
 LJ0166
 LJ0166.The dynamic height is computed by dividing the NAVD 88
 LJ0166.geopotential number by the normal gravity value computed on the
 LJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0166.degrees latitude (g = 980.6199 gals.).
 LJ0166
 LJ0166.The modeled gravity was interpolated from observed gravity values.
 LJ0166
 LJ0166;                    North         East    Units  Estimated Accuracy
 LJ0166;SPC NE       -   112,180.      402,150.      MT  (+/- 180 meters Scaled)
 LJ0166
 LJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL178229(NAD 83)
 LJ0166
 LJ0166                          SUPERSEDED SURVEY CONTROL
 LJ0166
 LJ0166  NGVD 29 (??/??/92)  946.124  (m)         3104.08   (f) ADJ UNCH    2 0
 LJ0166
 LJ0166.Superseded values are not recommended for survey control.
 LJ0166
 LJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0166.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0166
 LJ0166_MARKER: DB = BENCH MARK DISK
 LJ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0166_STAMPING: D 163 1934
 LJ0166_MARK LOGO: CGS
 LJ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0166+STABILITY: SURFACE MOTION
 LJ0166
 LJ0166  HISTORY     - Date     Condition        Report By
 LJ0166  HISTORY     - 1934     MONUMENTED       CGS
 LJ0166  HISTORY     - 1939     GOOD             CGS
 LJ0166  HISTORY     - 1974     GOOD             NGS
 LJ0166
 LJ0166                          STATION DESCRIPTION
 LJ0166
 LJ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0166'AT WALLACE.
 LJ0166'AT THE EAST EDGE OF WALLACE, LINCOLN COUNTY, ON THE CHICAGO,
 LJ0166'BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING, 65 FEET EAST
 LJ0166'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF
 LJ0166'THE TRACK, 10 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 LJ0166'NORTH OF A WIRE FENCE.  A STANDARD DISK, STAMPED D 163 1934 AND
 LJ0166'SET IN THE TOP OF A CONCRETE POST.
 LJ0166
 LJ0166                          STATION RECOVERY (1974)
 LJ0166
 LJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LJ0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0812 ***********************************************************************
 LH0812  DESIGNATION -  D 164
 LH0812  PID         -  LH0812
 LH0812  STATE/COUNTY-  NE/GOSPER
 LH0812  COUNTRY     -  US
 LH0812  USGS QUAD   -  BERTRAND (2017)
 LH0812
 LH0812                         *CURRENT SURVEY CONTROL
 LH0812  ______________________________________________________________________
 LH0812* NAD 83(1986) POSITION- 40 33 09.     (N) 099 41 45.     (W)   SCALED
 LH0812* NAVD 88 ORTHO HEIGHT -   764.076 (meters)     2506.81  (feet) ADJUSTED
 LH0812  ______________________________________________________________________
 LH0812  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 LH0812  DYNAMIC HEIGHT  -        763.591 (meters)     2505.21  (feet) COMP
 LH0812  MODELED GRAVITY -    979,964.8   (mgal)                       NAVD 88
 LH0812
 LH0812  VERT ORDER      -  SECOND    CLASS 0
 LH0812
 LH0812.The horizontal coordinates were scaled from a map and have
 LH0812.an estimated accuracy of +/- 6 seconds.
 LH0812
 LH0812.The orthometric height was determined by differential leveling and
 LH0812.adjusted by the NATIONAL GEODETIC SURVEY
 LH0812.in June 1991.
 LH0812
 LH0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0812.GEOID18 height accuracy estimate available here.
 LH0812
 LH0812.Click photographs - Photos may exist for this station.
 LH0812
 LH0812.The dynamic height is computed by dividing the NAVD 88
 LH0812.geopotential number by the normal gravity value computed on the
 LH0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0812.degrees latitude (g = 980.6199 gals.).
 LH0812
 LH0812.The modeled gravity was interpolated from observed gravity values.
 LH0812
 LH0812;                    North         East    Units  Estimated Accuracy
 LH0812;SPC NE       -    79,890.      525,760.      MT  (+/- 180 meters Scaled)
 LH0812
 LH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK410893(NAD 83)
 LH0812
 LH0812                          SUPERSEDED SURVEY CONTROL
 LH0812
 LH0812  NGVD 29 (??/??/92)  763.767  (m)         2505.79   (f) ADJ UNCH    2 0
 LH0812
 LH0812.Superseded values are not recommended for survey control.
 LH0812
 LH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0812.See file dsdata.pdf to determine how the superseded data were derived.
 LH0812
 LH0812_MARKER: DB = BENCH MARK DISK
 LH0812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0812_SP_SET: CULVERT HEADWALL
 LH0812_STAMPING: D 164 1934
 LH0812_MARK LOGO: CGS
 LH0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0812+STABILITY: SURFACE MOTION
 LH0812
 LH0812  HISTORY     - Date     Condition        Report By
 LH0812  HISTORY     - 1934     MONUMENTED       CGS
 LH0812  HISTORY     - 1941     GOOD             CGS
 LH0812
 LH0812                          STATION DESCRIPTION
 LH0812
 LH0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0812'3 MI E FROM SMITHFIELD.
 LH0812'3.0 MILES EAST OF BURLINGTON STATION AT SMITHFIELD.  IN
 LH0812'NORTH HEADWALL OF CULVERT ON STATE HIGHWAY 23.  58 FEET
 LH0812'SOUTH OF CENTERLINE OF CHICAGO, BURLINGTON AND QUINCY
 LH0812'RAILROAD TRACKS, AND 4 FEET BELOW TRACKS.  AT RAILROAD CULVERT
 LH0812'19.08.
 LH0812
 LH0812                          STATION RECOVERY (1941)
 LH0812
 LH0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0813 ***********************************************************************
 LH0813  DESIGNATION -  D 164 RESET
 LH0813  PID         -  LH0813
 LH0813  STATE/COUNTY-  NE/GOSPER
 LH0813  COUNTRY     -  US
 LH0813  USGS QUAD   -  BERTRAND (2017)
 LH0813
 LH0813                         *CURRENT SURVEY CONTROL
 LH0813  ______________________________________________________________________
 LH0813* NAD 83(1986) POSITION- 40 33 09.     (N) 099 41 45.     (W)   SCALED
 LH0813* NAVD 88 ORTHO HEIGHT -   764.99  (meters)     2509.8   (feet) RESET
 LH0813  ______________________________________________________________________
 LH0813  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 LH0813  VERT ORDER      -  THIRD
 LH0813
 LH0813.The horizontal coordinates were scaled from a map and have
 LH0813.an estimated accuracy of +/- 6 seconds.
 LH0813
 LH0813.The orthometric height was computed from unverified reset data.
 LH0813
 LH0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0813.GEOID18 height accuracy estimate available here.
 LH0813
 LH0813.Click photographs - Photos may exist for this station.
 LH0813
 LH0813;                    North         East    Units  Estimated Accuracy
 LH0813;SPC NE       -    79,890.      525,760.      MT  (+/- 180 meters Scaled)
 LH0813
 LH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK410893(NAD 83)
 LH0813
 LH0813                          SUPERSEDED SURVEY CONTROL
 LH0813
 LH0813  NGVD 29 (??/??/??)  764.68   (m)         2508.8    (f) RESET       3  
 LH0813
 LH0813.Superseded values are not recommended for survey control.
 LH0813
 LH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0813.See file dsdata.pdf to determine how the superseded data were derived.
 LH0813
 LH0813_MARKER: DB = BENCH MARK DISK
 LH0813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0813_SP_SET: CULVERT HEADWALL
 LH0813_STAMPING: D 164 RESET 1957
 LH0813_MARK LOGO: CGS
 LH0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0813+STABILITY: SURFACE MOTION
 LH0813
 LH0813  HISTORY     - Date     Condition        Report By
 LH0813  HISTORY     - 1957     MONUMENTED       NEDR
 LH0813
 LH0813                          STATION DESCRIPTION
 LH0813
 LH0813'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 LH0813'3 MI E FROM SMITHFIELD.
 LH0813'3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0813'FROM THE STATION AT SMITHFIELD, AT RAILROAD CULVERT 19.08,
 LH0813'58 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT A CULVERT
 LH0813'UNDER STATE HIGHWAY 23, IN THE NORTH HEADWALL, AND ABOUT 2 FEET
 LH0813'LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0129 ***********************************************************************
 LJ0129  DESIGNATION -  D 165
 LJ0129  PID         -  LJ0129
 LJ0129  STATE/COUNTY-  NE/FRONTIER
 LJ0129  COUNTRY     -  US
 LJ0129  USGS QUAD   -  CURTIS NW (2017)
 LJ0129
 LJ0129                         *CURRENT SURVEY CONTROL
 LJ0129  ______________________________________________________________________
 LJ0129* NAD 83(1986) POSITION- 40 41 00.     (N) 100 38 04.     (W)   SCALED
 LJ0129* NAVD 88 ORTHO HEIGHT -   824.563 (meters)     2705.25  (feet) ADJUSTED
 LJ0129  ______________________________________________________________________
 LJ0129  GEOID HEIGHT    -        -23.049 (meters)                     GEOID18
 LJ0129  DYNAMIC HEIGHT  -        824.044 (meters)     2703.55  (feet) COMP
 LJ0129  MODELED GRAVITY -    979,967.5   (mgal)                       NAVD 88
 LJ0129
 LJ0129  VERT ORDER      -  SECOND    CLASS 0
 LJ0129
 LJ0129.The horizontal coordinates were scaled from a map and have
 LJ0129.an estimated accuracy of +/- 6 seconds.
 LJ0129
 LJ0129.The orthometric height was determined by differential leveling and
 LJ0129.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0129.in June 1991.
 LJ0129
 LJ0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0129.GEOID18 height accuracy estimate available here.
 LJ0129
 LJ0129.Click photographs - Photos may exist for this station.
 LJ0129
 LJ0129.The dynamic height is computed by dividing the NAVD 88
 LJ0129.geopotential number by the normal gravity value computed on the
 LJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0129.degrees latitude (g = 980.6199 gals.).
 LJ0129
 LJ0129.The modeled gravity was interpolated from observed gravity values.
 LJ0129
 LJ0129;                    North         East    Units  Estimated Accuracy
 LJ0129;SPC NE       -    94,570.      446,380.      MT  (+/- 180 meters Scaled)
 LJ0129
 LJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL618048(NAD 83)
 LJ0129
 LJ0129                          SUPERSEDED SURVEY CONTROL
 LJ0129
 LJ0129  NGVD 29 (??/??/92)  824.205  (m)         2704.08   (f) ADJ UNCH    2 0
 LJ0129
 LJ0129.Superseded values are not recommended for survey control.
 LJ0129
 LJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0129.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0129
 LJ0129_MARKER: DB = BENCH MARK DISK
 LJ0129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0129_STAMPING: D 165 1934
 LJ0129_MARK LOGO: CGS
 LJ0129_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0129
 LJ0129  HISTORY     - Date     Condition        Report By
 LJ0129  HISTORY     - 1934     MONUMENTED       CGS
 LJ0129  HISTORY     - 1939     GOOD             CGS
 LJ0129
 LJ0129                          STATION DESCRIPTION
 LJ0129
 LJ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0129'1.9 MI NW FROM MAYWOOD.
 LJ0129'1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0129'RAILROAD FROM THE STATION AT MAYWOOD, FRONTIER COUNTY, 170 FEET
 LJ0129'NORTHWEST OF A ROAD CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE
 LJ0129'OF THE TRACK, AND 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LJ0129'COUNTY ROAD.  A STANDARD DISK, STAMPED D 165 1934 AND SET IN THE
 LJ0129'TOP OF AN IRON PIPE FILLED WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0698 ***********************************************************************
 LH0698  DESIGNATION -  D 166 RESET
 LH0698  PID         -  LH0698
 LH0698  STATE/COUNTY-  NE/PHELPS
 LH0698  COUNTRY     -  US
 LH0698  USGS QUAD   -  ATLANTA (2017)
 LH0698
 LH0698                         *CURRENT SURVEY CONTROL
 LH0698  ______________________________________________________________________
 LH0698* NAD 83(1986) POSITION- 40 22 00.     (N) 099 28 22.     (W)   SCALED
 LH0698* NAVD 88 ORTHO HEIGHT -   713.22  (+/-2cm)     2340.0   (feet) VERTCON
 LH0698  ______________________________________________________________________
 LH0698  GEOID HEIGHT    -        -24.832 (meters)                     GEOID18
 LH0698  VERT ORDER      -  THIRD (See Below)
 LH0698
 LH0698.The horizontal coordinates were scaled from a map and have
 LH0698.an estimated accuracy of +/- 6 seconds.
 LH0698
 LH0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0698
 LH0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0698.GEOID18 height accuracy estimate available here.
 LH0698
 LH0698.The vertical order pertains to the NGVD 29 superseded value.
 LH0698
 LH0698.Click photographs - Photos may exist for this station.
 LH0698
 LH0698;                    North         East    Units  Estimated Accuracy
 LH0698;SPC NE       -    59,350.      544,770.      MT  (+/- 180 meters Scaled)
 LH0698
 LH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK598685(NAD 83)
 LH0698
 LH0698                          SUPERSEDED SURVEY CONTROL
 LH0698
 LH0698  NGVD 29 (01/31/13)  712.94   (m)         2339.0    (f) RESET       3  
 LH0698
 LH0698.Superseded values are not recommended for survey control.
 LH0698
 LH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0698.See file dsdata.pdf to determine how the superseded data were derived.
 LH0698
 LH0698_MARKER: DV = VERTICAL CONTROL DISK
 LH0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0698_STAMPING: D 166 RESET 1975
 LH0698_MARK LOGO: NGS
 LH0698_PROJECTION: FLUSH
 LH0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0698+STABILITY: SURFACE MOTION
 LH0698
 LH0698  HISTORY     - Date     Condition        Report By
 LH0698  HISTORY     - 1975     MONUMENTED       NGS
 LH0698
 LH0698                          STATION DESCRIPTION
 LH0698
 LH0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0698'AT ATLANTA.
 LH0698'AT ATLANTA, 2.2 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 LH0698'METAL STORAGE GRAIN BIN, 46 FEET WEST OF A NORTH-SOUTH STREET,
 LH0698'43 FEET NORTH OF AN EAST-WEST STREET AND 33 FEET NORTHEAST OF
 LH0698'A POWER POLE AND ABOUT 1 BLOCK WEST OF HIGHWAY 6.  A 4-INCH
 LH0698'CAST ALUMINUM BENCH MARK STAMPED, D 166 RESET 1975 AND SET FLUSH
 LH0698'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0692 ***********************************************************************
 LH0692  DESIGNATION -  D 167
 LH0692  PID         -  LH0692
 LH0692  STATE/COUNTY-  NE/HARLAN
 LH0692  COUNTRY     -  US
 LH0692  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH0692
 LH0692                         *CURRENT SURVEY CONTROL
 LH0692  ______________________________________________________________________
 LH0692* NAD 83(1986) POSITION- 40 04 23.     (N) 099 13 03.     (W)   SCALED
 LH0692* NAVD 88 ORTHO HEIGHT -   588.546 (meters)     1930.92  (feet) ADJUSTED
 LH0692  ______________________________________________________________________
 LH0692  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 LH0692  DYNAMIC HEIGHT  -        588.178 (meters)     1929.71  (feet) COMP
 LH0692  MODELED GRAVITY -    979,981.2   (mgal)                       NAVD 88
 LH0692
 LH0692  VERT ORDER      -  SECOND    CLASS 0
 LH0692
 LH0692.The horizontal coordinates were scaled from a map and have
 LH0692.an estimated accuracy of +/- 6 seconds.
 LH0692
 LH0692.The orthometric height was determined by differential leveling and
 LH0692.adjusted by the NATIONAL GEODETIC SURVEY
 LH0692.in June 1991.
 LH0692
 LH0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0692.GEOID18 height accuracy estimate available here.
 LH0692
 LH0692.Click photographs - Photos may exist for this station.
 LH0692
 LH0692.The dynamic height is computed by dividing the NAVD 88
 LH0692.geopotential number by the normal gravity value computed on the
 LH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0692.degrees latitude (g = 980.6199 gals.).
 LH0692
 LH0692.The modeled gravity was interpolated from observed gravity values.
 LH0692
 LH0692;                    North         East    Units  Estimated Accuracy
 LH0692;SPC NE       -    26,920.      566,750.      MT  (+/- 180 meters Scaled)
 LH0692
 LH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK814358(NAD 83)
 LH0692
 LH0692                          SUPERSEDED SURVEY CONTROL
 LH0692
 LH0692  NGVD 29 (??/??/92)  588.300  (m)         1930.11   (f) ADJ UNCH    2 0
 LH0692
 LH0692.Superseded values are not recommended for survey control.
 LH0692
 LH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0692.See file dsdata.pdf to determine how the superseded data were derived.
 LH0692
 LH0692_MARKER: DB = BENCH MARK DISK
 LH0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0692_STAMPING: D 167 1934
 LH0692_MARK LOGO: CGS
 LH0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0692+STABILITY: SURFACE MOTION
 LH0692
 LH0692  HISTORY     - Date     Condition        Report By
 LH0692  HISTORY     - 1934     MONUMENTED       CGS
 LH0692  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0692
 LH0692                          STATION DESCRIPTION
 LH0692
 LH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0692'2.6 MI E FROM REPUBLICAN CITY.
 LH0692'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0692'FROM THE STATION AT REPUBLICAN CITY, HARLAN COUNTY, AT MILEPOST
 LH0692'233, IN THE NORTHWEST CORNER OF SECTION 11, T 1 N, R 17 W, AT
 LH0692'THE CROSSING OF A NORTH-AND-SOUTH ROAD BETWEEN SECTIONS 10 AND
 LH0692'11, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 30 FEET
 LH0692'NORTH OF THE NORTH RAIL OF THE TRACK.  A STANDARD DISK, STAMPED
 LH0692'D 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0692
 LH0692                          STATION RECOVERY (1974)
 LH0692
 LH0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0692'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0588 ***********************************************************************
 LH0588  DESIGNATION -  D 168 RESET
 LH0588  PID         -  LH0588
 LH0588  STATE/COUNTY-  NE/KEARNEY
 LH0588  COUNTRY     -  US
 LH0588  USGS QUAD   -  KEARNEY SE (2017)
 LH0588
 LH0588                         *CURRENT SURVEY CONTROL
 LH0588  ______________________________________________________________________
 LH0588* NAD 83(1986) POSITION- 40 34 07.     (N) 099 05 04.     (W)   SCALED
 LH0588* NAVD 88 ORTHO HEIGHT -   668.16  (meters)     2192.1   (feet) RESET
 LH0588  ______________________________________________________________________
 LH0588  GEOID HEIGHT    -        -24.815 (meters)                     GEOID18
 LH0588  VERT ORDER      -  THIRD
 LH0588
 LH0588.The horizontal coordinates were scaled from a map and have
 LH0588.an estimated accuracy of +/- 6 seconds.
 LH0588
 LH0588.The orthometric height was computed from unverified reset data.
 LH0588
 LH0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0588.GEOID18 height accuracy estimate available here.
 LH0588
 LH0588.Click photographs - Photos may exist for this station.
 LH0588
 LH0588;                    North         East    Units  Estimated Accuracy
 LH0588;SPC NE       -    82,050.      577,510.      MT  (+/- 180 meters Scaled)
 LH0588
 LH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928908(NAD 83)
 LH0588
 LH0588                          SUPERSEDED SURVEY CONTROL
 LH0588
 LH0588  NGVD 29 (??/??/??)  667.89   (m)         2191.2    (f) RESET       3  
 LH0588
 LH0588.Superseded values are not recommended for survey control.
 LH0588
 LH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0588.See file dsdata.pdf to determine how the superseded data were derived.
 LH0588
 LH0588_MARKER: DB = BENCH MARK DISK
 LH0588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0588_SP_SET: CULVERT HEADWALL
 LH0588_STAMPING: D 168 RESET 1941
 LH0588_MARK LOGO: CGS
 LH0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0588+STABILITY: SURFACE MOTION
 LH0588
 LH0588  HISTORY     - Date     Condition        Report By
 LH0588  HISTORY     - 1941     MONUMENTED       NEDR
 LH0588  HISTORY     - 1968     MARK NOT FOUND   CGS
 LH0588
 LH0588                          STATION DESCRIPTION
 LH0588
 LH0588'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1941
 LH0588'2.9 MI NE FROM AXTELL.
 LH0588'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CROSSING OF THE
 LH0588'CHICAGO, BURLINGTON AND QUINCY RAILROAD ONE BLOCK EAST OF THE
 LH0588'STATION AT AXTELL, KEARNEY COUNTY, THENCE 5.1 MILES NORTH ALONG
 LH0588'STATE HIGHWAY 44, 300 FEET SOUTH OF A FARMHOUSE, 200 FEET NORTH
 LH0588'OF SECTION CORNERS, AT A CONCRETE CULVERT (REBUILT IN 1941),
 LH0588'AND IN THE TOP OF THE NEW CONCRETE HEADWALL.  A STANDARD DISK,
 LH0588'STAMPED D 168 RESET 1941.
 LH0588
 LH0588                          STATION RECOVERY (1968)
 LH0588
 LH0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LH0588'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0589 ***********************************************************************
 LH0589  DESIGNATION -  D 168 RESET
 LH0589  PID         -  LH0589
 LH0589  STATE/COUNTY-  NE/KEARNEY
 LH0589  COUNTRY     -  US
 LH0589  USGS QUAD   -  KEARNEY SE (2017)
 LH0589
 LH0589                         *CURRENT SURVEY CONTROL
 LH0589  ______________________________________________________________________
 LH0589* NAD 83(1986) POSITION- 40 34 07.     (N) 099 05 04.     (W)   SCALED
 LH0589* NAVD 88 ORTHO HEIGHT -   667.98  (+/-2cm)     2191.5   (feet) VERTCON
 LH0589  ______________________________________________________________________
 LH0589  GEOID HEIGHT    -        -24.815 (meters)                     GEOID18
 LH0589  VERT ORDER      -  THIRD (See Below)
 LH0589
 LH0589.The horizontal coordinates were scaled from a map and have
 LH0589.an estimated accuracy of +/- 6 seconds.
 LH0589
 LH0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0589
 LH0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0589.GEOID18 height accuracy estimate available here.
 LH0589
 LH0589.The vertical order pertains to the NGVD 29 superseded value.
 LH0589
 LH0589.Click photographs - Photos may exist for this station.
 LH0589
 LH0589;                    North         East    Units  Estimated Accuracy
 LH0589;SPC NE       -    82,050.      577,510.      MT  (+/- 180 meters Scaled)
 LH0589
 LH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928908(NAD 83)
 LH0589
 LH0589                          SUPERSEDED SURVEY CONTROL
 LH0589
 LH0589  NGVD 29 (??/??/??)  667.71   (m)         2190.6    (f) RESET       3  
 LH0589
 LH0589.Superseded values are not recommended for survey control.
 LH0589
 LH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0589.See file dsdata.pdf to determine how the superseded data were derived.
 LH0589
 LH0589_MARKER: DB = BENCH MARK DISK
 LH0589_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0589_SP_SET: CULVERT HEADWALL
 LH0589_STAMPING: D 168 RESET 1962
 LH0589_MARK LOGO: CGS
 LH0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0589+STABILITY: SURFACE MOTION
 LH0589
 LH0589  HISTORY     - Date     Condition        Report By
 LH0589  HISTORY     - 1962     MONUMENTED       LOCSUR
 LH0589
 LH0589                          STATION DESCRIPTION
 LH0589
 LH0589'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LH0589'8.2 MI NE FROM AXTELL.
 LH0589'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CROSSING OF
 LH0589'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD ONE BLOCK EAST OF
 LH0589'THE STATION AT AXTELL, KEARNEY COUNTY, TO THE JUNCTION OF HIGHWAYS
 LH0589'6 AND 44, THENCE 5.9 MILES NORTH ALONG STATE HIGHWAY 44, 300 FEET
 LH0589'SOUTH OF A FARMHOUSE, 200 FEET NORTH OF SECTION CORNERS, AT A
 LH0589'CONCRETE CULVERT (REBUILT IN 1962), AND IN TOP OF THE WEST
 LH0589'CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0348 ***********************************************************************
 LH0348  DESIGNATION -  D 169 RESET
 LH0348  PID         -  LH0348
 LH0348  STATE/COUNTY-  NE/FRANKLIN
 LH0348  COUNTRY     -  US
 LH0348  USGS QUAD   -  MACON (2017)
 LH0348
 LH0348                         *CURRENT SURVEY CONTROL
 LH0348  ______________________________________________________________________
 LH0348* NAD 83(1986) POSITION- 40 09 15.     (N) 098 57 09.     (W)   SCALED
 LH0348* NAVD 88 ORTHO HEIGHT -   625.77  (meters)     2053.0   (feet) RESET
 LH0348  ______________________________________________________________________
 LH0348  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 LH0348  VERT ORDER      -  THIRD
 LH0348
 LH0348.The horizontal coordinates were scaled from a map and have
 LH0348.an estimated accuracy of +/- 6 seconds.
 LH0348
 LH0348.The orthometric height was computed from unverified reset data.
 LH0348
 LH0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0348.GEOID18 height accuracy estimate available here.
 LH0348
 LH0348.Click photographs - Photos may exist for this station.
 LH0348
 LH0348;                    North         East    Units  Estimated Accuracy
 LH0348;SPC NE       -    36,160.      589,240.      MT  (+/- 180 meters Scaled)
 LH0348
 LH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040448(NAD 83)
 LH0348
 LH0348                          SUPERSEDED SURVEY CONTROL
 LH0348
 LH0348  NGVD 29 (??/??/??)  625.54   (m)         2052.3    (f) RESET       3  
 LH0348
 LH0348.Superseded values are not recommended for survey control.
 LH0348
 LH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0348.See file dsdata.pdf to determine how the superseded data were derived.
 LH0348
 LH0348_MARKER: DB = BENCH MARK DISK
 LH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0348_STAMPING: D 169 RESET 1947
 LH0348_MARK LOGO: CGS
 LH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0348+STABILITY: SURFACE MOTION
 LH0348
 LH0348  HISTORY     - Date     Condition        Report By
 LH0348  HISTORY     - 1947     MONUMENTED       NEDR
 LH0348
 LH0348                          STATION DESCRIPTION
 LH0348
 LH0348'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0348'4.6 MI N FROM FRANKLIN.
 LH0348'4.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO, BURLINGTON
 LH0348'AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN COUNTY, 3.0
 LH0348'MILES SOUTH OF MACON, AT HIGHWAY SURVEY STATION 195+00, 74 FEET
 LH0348'WEST OF THE CENTER LINE OF THE HIGHWAY, NEAR A CULVERT, AND
 LH0348'40 FEET WEST AND 34 FEET SOUTH OF THE CENTER OF THE WEST HEADWALL.
 LH0348'A STANDARD DISK, STAMPED D 169 RESET 1947 AND SET IN THE
 LH0348'TOO OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0558 ***********************************************************************
 ML0558  DESIGNATION -  D 17
 ML0558  PID         -  ML0558
 ML0558  STATE/COUNTY-  NE/CUSTER
 ML0558  COUNTRY     -  US
 ML0558  USGS QUAD   -  SARGENT SW (2017)
 ML0558
 ML0558                         *CURRENT SURVEY CONTROL
 ML0558  ______________________________________________________________________
 ML0558* NAD 83(1986) POSITION- 41 34 11.     (N) 099 23 08.     (W)   SCALED
 ML0558* NAVD 88 ORTHO HEIGHT -   736.836 (meters)     2417.44  (feet) ADJUSTED
 ML0558  ______________________________________________________________________
 ML0558  GEOID HEIGHT    -        -23.133 (meters)                     GEOID18
 ML0558  DYNAMIC HEIGHT  -        736.461 (meters)     2416.21  (feet) COMP
 ML0558  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 ML0558
 ML0558  VERT ORDER      -  FIRST     CLASS II
 ML0558
 ML0558.The horizontal coordinates were scaled from a map and have
 ML0558.an estimated accuracy of +/- 6 seconds.
 ML0558
 ML0558.The orthometric height was determined by differential leveling and
 ML0558.adjusted by the NATIONAL GEODETIC SURVEY
 ML0558.in June 1991.
 ML0558
 ML0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0558.GEOID18 height accuracy estimate available here.
 ML0558
 ML0558.Click photographs - Photos may exist for this station.
 ML0558
 ML0558.The dynamic height is computed by dividing the NAVD 88
 ML0558.geopotential number by the normal gravity value computed on the
 ML0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0558.degrees latitude (g = 980.6199 gals.).
 ML0558
 ML0558.The modeled gravity was interpolated from observed gravity values.
 ML0558
 ML0558;                    North         East    Units  Estimated Accuracy
 ML0558;SPC NE       -   192,970.      551,230.      MT  (+/- 180 meters Scaled)
 ML0558
 ML0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM678020(NAD 83)
 ML0558
 ML0558                          SUPERSEDED SURVEY CONTROL
 ML0558
 ML0558  NGVD 29 (??/??/92)  736.581  (m)         2416.60   (f) ADJ UNCH    1 2
 ML0558
 ML0558.Superseded values are not recommended for survey control.
 ML0558
 ML0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0558.See file dsdata.pdf to determine how the superseded data were derived.
 ML0558
 ML0558_MARKER: DB = BENCH MARK DISK
 ML0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0558_STAMPING: D 17 1933
 ML0558_MARK LOGO: CGS
 ML0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0558+STABILITY: SURFACE MOTION
 ML0558
 ML0558  HISTORY     - Date     Condition        Report By
 ML0558  HISTORY     - 1933     MONUMENTED       CGS
 ML0558  HISTORY     - 1949     GOOD             USGS
 ML0558
 ML0558                          STATION DESCRIPTION
 ML0558
 ML0558'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 ML0558'5.5 MI S FROM SARGENT.
 ML0558'ABOUT 5.5 MI. S. ALONG U.S. HWY. 183 FROM SARGENT, CUSTER COUNTY,
 ML0558'T. 19 N., R. 18 W. ABOUT 500 FT. N. AND 40 FT. E. OF COR. OF SECS.
 ML0558'3-4-33-34.  ABOUT 300 FT. W. OF A WINDMILL AND OLD HOUSE FOUNDATION,
 ML0558'ABOUT 400 FT. S. OF A BRIDGE, 50 FT. N. OF A DIM ROAD, 40 FT. E.
 ML0558'OF CENTER LINE OF U.S. HWY. 183, 50 FT. E. OF RIGHT OF WAY FENCE.
 ML0558'A STANDARD DISK STAMPED D 17 1933 AND SET IN THE TOP OF A CONCRETE
 ML0558'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0309 ***********************************************************************
 LH0309  DESIGNATION -  D 170
 LH0309  PID         -  LH0309
 LH0309  STATE/COUNTY-  NE/NUCKOLLS
 LH0309  COUNTRY     -  US
 LH0309  USGS QUAD   -  LAWRENCE (2017)
 LH0309
 LH0309                         *CURRENT SURVEY CONTROL
 LH0309  ______________________________________________________________________
 LH0309* NAD 83(1986) POSITION- 40 17 24.     (N) 098 15 35.     (W)   SCALED
 LH0309* NAVD 88 ORTHO HEIGHT -   573.590 (meters)     1881.85  (feet) ADJUSTED
 LH0309  ______________________________________________________________________
 LH0309  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 LH0309  DYNAMIC HEIGHT  -        573.247 (meters)     1880.73  (feet) COMP
 LH0309  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 LH0309
 LH0309  VERT ORDER      -  SECOND    CLASS 0
 LH0309
 LH0309.The horizontal coordinates were scaled from a map and have
 LH0309.an estimated accuracy of +/- 6 seconds.
 LH0309
 LH0309.The orthometric height was determined by differential leveling and
 LH0309.adjusted by the NATIONAL GEODETIC SURVEY
 LH0309.in June 1991.
 LH0309
 LH0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0309.GEOID18 height accuracy estimate available here.
 LH0309
 LH0309.Click photographs - Photos may exist for this station.
 LH0309
 LH0309.The dynamic height is computed by dividing the NAVD 88
 LH0309.geopotential number by the normal gravity value computed on the
 LH0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0309.degrees latitude (g = 980.6199 gals.).
 LH0309
 LH0309.The modeled gravity was interpolated from observed gravity values.
 LH0309
 LH0309;                    North         East    Units  Estimated Accuracy
 LH0309;SPC NE       -    52,190.      647,950.      MT  (+/- 180 meters Scaled)
 LH0309
 LH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK629602(NAD 83)
 LH0309
 LH0309                          SUPERSEDED SURVEY CONTROL
 LH0309
 LH0309  NGVD 29 (??/??/92)  573.360  (m)         1881.10   (f) ADJ UNCH    2 0
 LH0309
 LH0309.Superseded values are not recommended for survey control.
 LH0309
 LH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0309.See file dsdata.pdf to determine how the superseded data were derived.
 LH0309
 LH0309_MARKER: DB = BENCH MARK DISK
 LH0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0309_SP_SET: TOWER BASE
 LH0309_STAMPING: D 170 1934
 LH0309_MARK LOGO: CGS
 LH0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0309
 LH0309  HISTORY     - Date     Condition        Report By
 LH0309  HISTORY     - 1934     MONUMENTED       CGS
 LH0309
 LH0309                          STATION DESCRIPTION
 LH0309
 LH0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0309'8.7 MI W FROM DEWEESE.
 LH0309'IN NUCKOLLS COUNTY, 8.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0309'AND QUINCY RAILROAD FROM THE STATION AT DEWEESE, CLAY COUNTY,
 LH0309'AT LAWRENCE, ABOUT 200 FEET NORTH OF THE CENTERLINE OF THE
 LH0309'TRACK, AT THE CITY WATER TOWER, AND IN THE TOP OF THE SOUTHEAST
 LH0309'CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED D 170 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0560 ***********************************************************************
 LG0560  DESIGNATION -  D 171
 LG0560  PID         -  LG0560
 LG0560  STATE/COUNTY-  NE/THAYER
 LG0560  COUNTRY     -  US
 LG0560  USGS QUAD   -  TOBIAS SW (2017)
 LG0560
 LG0560                         *CURRENT SURVEY CONTROL
 LG0560  ______________________________________________________________________
 LG0560* NAD 83(1986) POSITION- 40 15 04.     (N) 097 26 02.     (W)   SCALED
 LG0560* NAVD 88 ORTHO HEIGHT -   434.841 (meters)     1426.64  (feet) ADJUSTED
 LG0560  ______________________________________________________________________
 LG0560  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 LG0560  DYNAMIC HEIGHT  -        434.591 (meters)     1425.82  (feet) COMP
 LG0560  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 LG0560
 LG0560  VERT ORDER      -  SECOND    CLASS 0
 LG0560
 LG0560.The horizontal coordinates were scaled from a map and have
 LG0560.an estimated accuracy of +/- 6 seconds.
 LG0560
 LG0560.The orthometric height was determined by differential leveling and
 LG0560.adjusted by the NATIONAL GEODETIC SURVEY
 LG0560.in June 1991.
 LG0560
 LG0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0560.GEOID18 height accuracy estimate available here.
 LG0560
 LG0560.Click photographs - Photos may exist for this station.
 LG0560
 LG0560.The dynamic height is computed by dividing the NAVD 88
 LG0560.geopotential number by the normal gravity value computed on the
 LG0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0560.degrees latitude (g = 980.6199 gals.).
 LG0560
 LG0560.The modeled gravity was interpolated from observed gravity values.
 LG0560
 LG0560;                    North         East    Units  Estimated Accuracy
 LG0560;SPC NE       -    49,630.      718,270.      MT  (+/- 180 meters Scaled)
 LG0560
 LG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK331568(NAD 83)
 LG0560
 LG0560                          SUPERSEDED SURVEY CONTROL
 LG0560
 LG0560  NGVD 29 (??/??/92)  434.677  (m)         1426.10   (f) ADJ UNCH    2 0
 LG0560
 LG0560.Superseded values are not recommended for survey control.
 LG0560
 LG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0560.See file dsdata.pdf to determine how the superseded data were derived.
 LG0560
 LG0560_MARKER: DB = BENCH MARK DISK
 LG0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0560_STAMPING: D 171 1934
 LG0560_MARK LOGO: CGS
 LG0560_PROJECTION: FLUSH
 LG0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0560+STABILITY: SURFACE MOTION
 LG0560
 LG0560  HISTORY     - Date     Condition        Report By
 LG0560  HISTORY     - 1934     MONUMENTED       CGS
 LG0560  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0560  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0560
 LG0560                          STATION DESCRIPTION
 LG0560
 LG0560'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0560'2.5 MI W FROM ALEXANDRIA.
 LG0560'2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0560'AT ALEXANDRIA, THAYER COUNTY, SOUTH ACROSS THE TRACKS FROM
 LG0560'MILEPOST 170, 46 FEET EAST OF A POWER LINE POLE, 44 FEET SOUTH
 LG0560'OF THE SOUTH RAIL, AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 LG0560'A STANDARD DISK, STAMPED D 171 1934 AND SET IN THE TOP OF A
 LG0560'CONCRETE POST FLUSH WITH GROUND.  NOTE-- A DITCH WAS MADE AT
 LG0560'THE TIME THE RAILROAD WAS RAISED AND THE MARK MAY HAVE BEEN
 LG0560'DESTROYED.
 LG0560
 LG0560                          STATION RECOVERY (1981)
 LG0560
 LG0560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0560'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0634 ***********************************************************************
 LG0634  DESIGNATION -  D 172
 LG0634  PID         -  LG0634
 LG0634  STATE/COUNTY-  NE/THAYER
 LG0634  COUNTRY     -  US
 LG0634  USGS QUAD   -  HEBRON SW (2017)
 LG0634
 LG0634                         *CURRENT SURVEY CONTROL
 LG0634  ______________________________________________________________________
 LG0634* NAD 83(1995) POSITION- 40 00 38.74177(N) 097 39 05.42757(W)   ADJUSTED
 LG0634* NAD 83(1995) ELLIP HT-   475.920 (meters)        (06/27/02)   ADJUSTED
 LG0634* NAVD 88 ORTHO HEIGHT -   502.351 (meters)     1648.13  (feet) ADJUSTED
 LG0634  ______________________________________________________________________
 LG0634  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 LG0634  NAD 83(1995) X  -   -651,397.640 (meters)                     COMP
 LG0634  NAD 83(1995) Y  - -4,848,744.078 (meters)                     COMP
 LG0634  NAD 83(1995) Z  -  4,079,206.839 (meters)                     COMP
 LG0634  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 LG0634  DYNAMIC HEIGHT  -        502.061 (meters)     1647.18  (feet) COMP
 LG0634  MODELED GRAVITY -    980,032.6   (mgal)                       NAVD 88
 LG0634
 LG0634  HORZ ORDER      -  FIRST
 LG0634  VERT ORDER      -  SECOND    CLASS 0
 LG0634  ELLP ORDER      -  FOURTH    CLASS I
 LG0634
 LG0634.The horizontal coordinates were established by GPS observations
 LG0634.and adjusted by the National Geodetic Survey in August 1997.
 LG0634
 LG0634.The orthometric height was determined by differential leveling and
 LG0634.adjusted by the NATIONAL GEODETIC SURVEY
 LG0634.in June 1991.
 LG0634
 LG0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0634.GEOID18 height accuracy estimate available here.
 LG0634
 LG0634.Click photographs - Photos may exist for this station.
 LG0634
 LG0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0634
 LG0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0634
 LG0634.The ellipsoidal height was determined by GPS observations
 LG0634.and is referenced to NAD 83.
 LG0634
 LG0634.The dynamic height is computed by dividing the NAVD 88
 LG0634.geopotential number by the normal gravity value computed on the
 LG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0634.degrees latitude (g = 980.6199 gals.).
 LG0634
 LG0634.The modeled gravity was interpolated from observed gravity values.
 LG0634
 LG0634. The following values were computed from the NAD 83(1995) position.
 LG0634
 LG0634;                    North         East     Units Scale Factor Converg.
 LG0634;SPC NE       -    22,424.278   700,489.704   MT  0.99999515   +1 33 22.8
 LG0634;SPC NE       -    73,570.32  2,298,189.97   sFT  0.99999515   +1 33 22.8
 LG0634;UTM  14      - 4,429,822.505   615,090.694   MT  0.99976306   +0 52 01.5
 LG0634
 LG0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0634!SPC NE       -   0.99992534  x   0.99999515  =   0.99992049
 LG0634!UTM  14      -   0.99992534  x   0.99976306  =   0.99968842
 LG0634
 LG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1509029822(NAD 83)
 LG0634
 LG0634                          SUPERSEDED SURVEY CONTROL
 LG0634
 LG0634  ELLIP H (08/18/97)  475.934  (m)                       GP(       ) 4 1
 LG0634  NAD 83(1986)-  40 00 38.74843(N)    097 39 05.42501(W) AD(       ) 1
 LG0634  NGVD 29 (??/??/92)  502.188  (m)         1647.60   (f) ADJ UNCH    2 0
 LG0634  NGVD 29 (02/23/90)  502.     (m)  RAPSU86  model used  GPS OBS        
 LG0634
 LG0634.Superseded values are not recommended for survey control.
 LG0634
 LG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0634.See file dsdata.pdf to determine how the superseded data were derived.
 LG0634
 LG0634_MARKER: DB = BENCH MARK DISK
 LG0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0634_STAMPING: D 172 1934
 LG0634_MARK LOGO: CGS
 LG0634_PROJECTION: PROJECTING 8 CENTIMETERS
 LG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0634+STABILITY: SURFACE MOTION
 LG0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0634+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2020
 LG0634
 LG0634  HISTORY     - Date     Condition        Report By
 LG0634  HISTORY     - 1934     MONUMENTED       CGS
 LG0634  HISTORY     - 19890403 GOOD             NGS
 LG0634  HISTORY     - 19890626 GOOD             NGS
 LG0634  HISTORY     - 20140306 GOOD             INDIV
 LG0634  HISTORY     - 20200618 GOOD             NEGS
 LG0634
 LG0634                          STATION DESCRIPTION
 LG0634
 LG0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0634'1.8 MI W FROM CHESTER.
 LG0634'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0634'FROM THE STATION AT CHESTER, THAYER COUNTY, TWO RAILS EAST OF
 LG0634'THE CENTER OF A ROAD CROSSING, AND 42 FEET NORTH OF THE CENTERLINE
 LG0634'OF THE TRACK.  A STANDARD DISK, STAMPED D 172 1934 AND SET IN THE
 LG0634'TOP OF A CONCRETE POST.
 LG0634
 LG0634                          STATION RECOVERY (1989)
 LG0634
 LG0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0634'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF CHESTER, 1 KM
 LG0634'(0.60 MI) NORTH OF THE KANSAS-NEBRASKA STATE LINE, ALONG THE NORTHERN
 LG0634'BURLINGTON RIGHT-OF-WAY, AT A DIRT ROAD CROSSING.
 LG0634'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LG0634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 LG0634'HIGHWAY 8, LOCATED AT THE NORTHEAST CORNER OF CHESTER, GO WEST ON
 LG0634'STATE HIGHWAY 8 FOR 3.2 KM (2.00 MI) TO A DIRT CROSSROAD AT A GAS-LINE
 LG0634'CROSSING.  TURN LEFT AND GO SOUTH FOR 0.64 KM (0.40 MI) TO THE
 LG0634'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 LG0634'THE STATION MARK IS SET 22.8 M (74.8 FT) EAST AND LEVEL WITH THE ROAD
 LG0634'CENTER, 13.4 M (44.0 FT) NORTH-NORTHWEST OF THE NORTH RAIL OF THE
 LG0634'TRACK, 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 0.2 M
 LG0634'(0.7 FT) WEST OF A FIBERGLASS WITNESS POST, 0.1 M (0.3 FT) NORTH OF A
 LG0634'METAL WITNESS POST AND PROJECTS 5 CM ABOVE THE SURFACE.
 LG0634'DESCRIBED BY R.D.BALL.
 LG0634
 LG0634                          STATION RECOVERY (1989)
 LG0634
 LG0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0634'RECOVERED IN GOOD CONDITION.
 LG0634
 LG0634                          STATION RECOVERY (2014)
 LG0634
 LG0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (MAM)
 LG0634'RECOVERED IN GOOD CONDITION.
 LG0634
 LG0634                          STATION RECOVERY (2020)
 LG0634
 LG0634'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0634'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 8 AND U.S. HIGHWAY 81
 LG0634'EAST OF CHESTER NE., PROCEED WEST ON NE. HIGHWAY 8 APPROXIMATELY 2.10
 LG0634'MI (3.38 KM) TO CO. ROAD 5800.  TURN LEFT (SOUTH) ON CO. ROAD 5800 AND
 LG0634'GO APPROXIMATELY 0.42 MI (0.68 KM) TO THE POINT ON THE LEFT (EAST)
 LG0634'SIDE OF THE ROAD.
 LG0634'
 LG0634'THE MARK IS 0.7 FT (21 CM) WEST OF A FIBERGLASS WITNESS POST, 36.0 FT
 LG0634'(11.0 M) EAST-NORTHEAST OF A BENT NAIL IN THE SOUTH FACE OF A FENCE
 LG0634'POST AND 74.8 FT (22.8 M) EAST OF THE CENTERLINE OF CO. ROAD 5800.
 LG0634'THERE IS METAL MATERIAL RECORDED IN THE DESCRIPTION BUT NO DETAILS ARE
 LG0634'GIVEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0612 ***********************************************************************
 LG0612  DESIGNATION -  D 173
 LG0612  PID         -  LG0612
 LG0612  STATE/COUNTY-  NE/FILLMORE
 LG0612  COUNTRY     -  US
 LG0612  USGS QUAD   -  STRANG (2017)
 LG0612
 LG0612                         *CURRENT SURVEY CONTROL
 LG0612  ______________________________________________________________________
 LG0612* NAD 83(1986) POSITION- 40 26 16.     (N) 097 36 18.     (W)   SCALED
 LG0612* NAVD 88 ORTHO HEIGHT -   499.999 (meters)     1640.41  (feet) ADJUSTED
 LG0612  ______________________________________________________________________
 LG0612  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 LG0612  DYNAMIC HEIGHT  -        499.707 (meters)     1639.46  (feet) COMP
 LG0612  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 LG0612
 LG0612  VERT ORDER      -  SECOND    CLASS 0
 LG0612
 LG0612.The horizontal coordinates were scaled from a map and have
 LG0612.an estimated accuracy of +/- 6 seconds.
 LG0612
 LG0612.The orthometric height was determined by differential leveling and
 LG0612.adjusted by the NATIONAL GEODETIC SURVEY
 LG0612.in June 1991.
 LG0612
 LG0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0612.GEOID18 height accuracy estimate available here.
 LG0612
 LG0612.Click photographs - Photos may exist for this station.
 LG0612
 LG0612.The dynamic height is computed by dividing the NAVD 88
 LG0612.geopotential number by the normal gravity value computed on the
 LG0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0612.degrees latitude (g = 980.6199 gals.).
 LG0612
 LG0612.The modeled gravity was interpolated from observed gravity values.
 LG0612
 LG0612;                    North         East    Units  Estimated Accuracy
 LG0612;SPC NE       -    69,930.      703,150.      MT  (+/- 180 meters Scaled)
 LG0612
 LG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK183772(NAD 83)
 LG0612
 LG0612                          SUPERSEDED SURVEY CONTROL
 LG0612
 LG0612  NGVD 29 (??/??/92)  499.814  (m)         1639.81   (f) ADJ UNCH    2 0
 LG0612
 LG0612.Superseded values are not recommended for survey control.
 LG0612
 LG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0612.See file dsdata.pdf to determine how the superseded data were derived.
 LG0612
 LG0612_MARKER: DB = BENCH MARK DISK
 LG0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0612_STAMPING: D 173 1934
 LG0612_MARK LOGO: CGS
 LG0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0612+STABILITY: SURFACE MOTION
 LG0612
 LG0612  HISTORY     - Date     Condition        Report By
 LG0612  HISTORY     - 1934     MONUMENTED       CGS
 LG0612
 LG0612                          STATION DESCRIPTION
 LG0612
 LG0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0612'2.2 MI N FROM STRANG.
 LG0612'2.2 MILES NORTH BURLINGTON STATION AT STRANG ALONG CHICAGO,
 LG0612'BURLINGTON AND QUINCY RAILROAD 120 FEET EAST OF CENTER LINE OF
 LG0612'A CROSSING, AND 49 FEET NORTH CENTER LINE OF CROSS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0232 ***********************************************************************
 LG0232  DESIGNATION -  D 174
 LG0232  PID         -  LG0232
 LG0232  STATE/COUNTY-  NE/GAGE
 LG0232  COUNTRY     -  US
 LG0232  USGS QUAD   -  WYMORE (2017)
 LG0232
 LG0232                         *CURRENT SURVEY CONTROL
 LG0232  ______________________________________________________________________
 LG0232* NAD 83(1986) POSITION- 40 07 23.     (N) 096 38 21.     (W)   SCALED
 LG0232* NAVD 88 ORTHO HEIGHT -   369.864 (meters)     1213.46  (feet) ADJUSTED
 LG0232  ______________________________________________________________________
 LG0232  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 LG0232  DYNAMIC HEIGHT  -        369.664 (meters)     1212.81  (feet) COMP
 LG0232  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 LG0232
 LG0232  VERT ORDER      -  SECOND    CLASS 0
 LG0232
 LG0232.The horizontal coordinates were scaled from a map and have
 LG0232.an estimated accuracy of +/- 6 seconds.
 LG0232
 LG0232.The orthometric height was determined by differential leveling and
 LG0232.adjusted by the NATIONAL GEODETIC SURVEY
 LG0232.in June 1991.
 LG0232
 LG0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0232.GEOID18 height accuracy estimate available here.
 LG0232
 LG0232.Click photographs - Photos may exist for this station.
 LG0232
 LG0232.The dynamic height is computed by dividing the NAVD 88
 LG0232.geopotential number by the normal gravity value computed on the
 LG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0232.degrees latitude (g = 980.6199 gals.).
 LG0232
 LG0232.The modeled gravity was interpolated from observed gravity values.
 LG0232
 LG0232;                    North         East    Units  Estimated Accuracy
 LG0232;SPC NE       -    37,740.      786,390.      MT  (+/- 180 meters Scaled)
 LG0232
 LG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK011440(NAD 83)
 LG0232
 LG0232                          SUPERSEDED SURVEY CONTROL
 LG0232
 LG0232  NGVD 29 (??/??/92)  369.757  (m)         1213.11   (f) ADJ UNCH    2 0
 LG0232
 LG0232.Superseded values are not recommended for survey control.
 LG0232
 LG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0232.See file dsdata.pdf to determine how the superseded data were derived.
 LG0232
 LG0232_MARKER: DB = BENCH MARK DISK
 LG0232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0232_SP_SET: CULVERT HEADWALL
 LG0232_STAMPING: D 174 1934
 LG0232_MARK LOGO: CGS
 LG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0232+STABILITY: SURFACE MOTION
 LG0232
 LG0232  HISTORY     - Date     Condition        Report By
 LG0232  HISTORY     - 1934     MONUMENTED       CGS
 LG0232  HISTORY     - 1963     MARK NOT FOUND   USGS
 LG0232
 LG0232                          STATION DESCRIPTION
 LG0232
 LG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0232'1.1 MI S FROM BLUE SPRINGS.
 LG0232'1.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0232'STATION AT BLUE SPRINGS, GAGE COUNTY, 0.1 MILE SOUTH OF THE
 LG0232'STATION-ONE-MILE SIGN, IN THE TOP OF CONCRETE CULVERT 111.69,
 LG0232'AND SEVERAL FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LG0232'D 174 1934.
 LG0232
 LG0232                          STATION RECOVERY (1963)
 LG0232
 LG0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0219 ***********************************************************************
 LG0219  DESIGNATION -  D 175
 LG0219  PID         -  LG0219
 LG0219  STATE/COUNTY-  NE/JOHNSON
 LG0219  COUNTRY     -  US
 LG0219  USGS QUAD   -  TECUMSEH (2017)
 LG0219
 LG0219                         *CURRENT SURVEY CONTROL
 LG0219  ______________________________________________________________________
 LG0219* NAD 83(1986) POSITION- 40 17 01.     (N) 096 07 39.     (W)   SCALED
 LG0219* NAVD 88 ORTHO HEIGHT -   325.909 (meters)     1069.25  (feet) ADJUSTED
 LG0219  ______________________________________________________________________
 LG0219  GEOID HEIGHT    -        -28.602 (meters)                     GEOID18
 LG0219  DYNAMIC HEIGHT  -        325.735 (meters)     1068.68  (feet) COMP
 LG0219  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 LG0219
 LG0219  VERT ORDER      -  SECOND    CLASS 0
 LG0219
 LG0219.The horizontal coordinates were scaled from a map and have
 LG0219.an estimated accuracy of +/- 6 seconds.
 LG0219
 LG0219.The orthometric height was determined by differential leveling and
 LG0219.adjusted by the NATIONAL GEODETIC SURVEY
 LG0219.in June 1991.
 LG0219
 LG0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0219.GEOID18 height accuracy estimate available here.
 LG0219
 LG0219.Click photographs - Photos may exist for this station.
 LG0219
 LG0219.The dynamic height is computed by dividing the NAVD 88
 LG0219.geopotential number by the normal gravity value computed on the
 LG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0219.degrees latitude (g = 980.6199 gals.).
 LG0219
 LG0219.The modeled gravity was interpolated from observed gravity values.
 LG0219
 LG0219;                    North         East    Units  Estimated Accuracy
 LG0219;SPC NE       -    57,370.      829,170.      MT  (+/- 180 meters Scaled)
 LG0219
 LG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK441631(NAD 83)
 LG0219
 LG0219                          SUPERSEDED SURVEY CONTROL
 LG0219
 LG0219  NGVD 29 (??/??/92)  325.822  (m)         1068.97   (f) ADJ UNCH    2 0
 LG0219
 LG0219.Superseded values are not recommended for survey control.
 LG0219
 LG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0219.See file dsdata.pdf to determine how the superseded data were derived.
 LG0219
 LG0219_MARKER: DB = BENCH MARK DISK
 LG0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0219_STAMPING: D 175 1934
 LG0219_MARK LOGO: CGS
 LG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0219+STABILITY: SURFACE MOTION
 LG0219
 LG0219  HISTORY     - Date     Condition        Report By
 LG0219  HISTORY     - 1934     MONUMENTED       CGS
 LG0219  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0219
 LG0219                          STATION DESCRIPTION
 LG0219
 LG0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0219'AT ELK CREEK.
 LG0219'AT THE SOUTHEAST EDGE OF ELK CREEK, JOHNSON COUNTY, ON THE
 LG0219'CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING,
 LG0219'50 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 50 FEET SOUTH
 LG0219'OF THE CENTER OF A COUNTY ROAD, AND 24 FEET NORTH OF THE CENTER
 LG0219'LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 175 1934
 LG0219'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 REPORT-- A
 LG0219'NEW CULVERT HAS BEEN BUILT IN THE IMMEDIATE AREA WHERE THE BM
 LG0219'IS DESCRIBED.  IT IS IMPOSSIBLE THAT THE MARKER COULD HAVE BEEN
 LG0219'DESTROYED DURING THIS CONSTRUCTION PERIOD.
 LG0219
 LG0219                          STATION RECOVERY (1964)
 LG0219
 LG0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0284 ***********************************************************************
 LG0284  DESIGNATION -  D 176
 LG0284  PID         -  LG0284
 LG0284  STATE/COUNTY-  NE/GAGE
 LG0284  COUNTRY     -  US
 LG0284  USGS QUAD   -  FILLEY (2017)
 LG0284
 LG0284                         *CURRENT SURVEY CONTROL
 LG0284  ______________________________________________________________________
 LG0284* NAD 83(1986) POSITION- 40 16 36.     (N) 096 33 30.     (W)   SCALED
 LG0284* NAVD 88 ORTHO HEIGHT -   419.242 (meters)     1375.46  (feet) ADJUSTED
 LG0284  ______________________________________________________________________
 LG0284  GEOID HEIGHT    -        -27.269 (meters)                     GEOID18
 LG0284  DYNAMIC HEIGHT  -        419.020 (meters)     1374.73  (feet) COMP
 LG0284  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LG0284
 LG0284  VERT ORDER      -  SECOND    CLASS 0
 LG0284
 LG0284.The horizontal coordinates were scaled from a map and have
 LG0284.an estimated accuracy of +/- 6 seconds.
 LG0284
 LG0284.The orthometric height was determined by differential leveling and
 LG0284.adjusted by the NATIONAL GEODETIC SURVEY
 LG0284.in June 1991.
 LG0284
 LG0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0284.GEOID18 height accuracy estimate available here.
 LG0284
 LG0284.Click photographs - Photos may exist for this station.
 LG0284
 LG0284.The dynamic height is computed by dividing the NAVD 88
 LG0284.geopotential number by the normal gravity value computed on the
 LG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0284.degrees latitude (g = 980.6199 gals.).
 LG0284
 LG0284.The modeled gravity was interpolated from observed gravity values.
 LG0284
 LG0284;                    North         East    Units  Estimated Accuracy
 LG0284;SPC NE       -    55,050.      792,600.      MT  (+/- 180 meters Scaled)
 LG0284
 LG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK075613(NAD 83)
 LG0284
 LG0284                          SUPERSEDED SURVEY CONTROL
 LG0284
 LG0284  NGVD 29 (??/??/92)  419.134  (m)         1375.11   (f) ADJ UNCH    2 0
 LG0284
 LG0284.Superseded values are not recommended for survey control.
 LG0284
 LG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0284.See file dsdata.pdf to determine how the superseded data were derived.
 LG0284
 LG0284_MARKER: DB = BENCH MARK DISK
 LG0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0284_STAMPING: D 176 1934
 LG0284_MARK LOGO: CGS
 LG0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0284+STABILITY: SURFACE MOTION
 LG0284
 LG0284  HISTORY     - Date     Condition        Report By
 LG0284  HISTORY     - 1934     MONUMENTED       CGS
 LG0284  HISTORY     - 20200226 MARK NOT FOUND   NEGS
 LG0284
 LG0284                          STATION DESCRIPTION
 LG0284
 LG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0284'1.5 MI W FROM FILLEY.
 LG0284'1.5 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LG0284'RAILROAD FROM THE STATION AT FILLEY, GAGE COUNTY, 40 FEET SOUTH
 LG0284'OF THE CROSSING OF STATE HIGHWAY 3, AND 25 FEET WEST OF THE
 LG0284'CENTERLINE OF A ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED
 LG0284'D 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0284
 LG0284                          STATION RECOVERY (2020)
 LG0284
 LG0284'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0284'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0787 ***********************************************************************
 LF0787  DESIGNATION -  D 177
 LF0787  PID         -  LF0787
 LF0787  STATE/COUNTY-  NE/OTOE
 LF0787  COUNTRY     -  US
 LF0787  USGS QUAD   -  PAUL (2017)
 LF0787
 LF0787                         *CURRENT SURVEY CONTROL
 LF0787  ______________________________________________________________________
 LF0787* NAD 83(1986) POSITION- 40 35 43.     (N) 095 53 39.     (W)   SCALED
 LF0787* NAVD 88 ORTHO HEIGHT -   332.570 (meters)     1091.11  (feet) ADJUSTED
 LF0787  ______________________________________________________________________
 LF0787  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 LF0787  DYNAMIC HEIGHT  -        332.392 (meters)     1090.52  (feet) COMP
 LF0787  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LF0787
 LF0787  VERT ORDER      -  SECOND    CLASS 0
 LF0787
 LF0787.The horizontal coordinates were scaled from a map and have
 LF0787.an estimated accuracy of +/- 6 seconds.
 LF0787
 LF0787.The orthometric height was determined by differential leveling and
 LF0787.adjusted by the NATIONAL GEODETIC SURVEY
 LF0787.in June 1991.
 LF0787
 LF0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0787.GEOID18 height accuracy estimate available here.
 LF0787
 LF0787.Click photographs - Photos may exist for this station.
 LF0787
 LF0787.The dynamic height is computed by dividing the NAVD 88
 LF0787.geopotential number by the normal gravity value computed on the
 LF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0787.degrees latitude (g = 980.6199 gals.).
 LF0787
 LF0787.The modeled gravity was interpolated from observed gravity values.
 LF0787
 LF0787;                    North         East    Units  Estimated Accuracy
 LF0787;SPC NE       -    92,850.      847,340.      MT  (+/- 180 meters Scaled)
 LF0787
 LF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE550978(NAD 83)
 LF0787
 LF0787                          SUPERSEDED SURVEY CONTROL
 LF0787
 LF0787  NGVD 29 (??/??/92)  332.464  (m)         1090.76   (f) ADJ UNCH    2 0
 LF0787
 LF0787.Superseded values are not recommended for survey control.
 LF0787
 LF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0787.See file dsdata.pdf to determine how the superseded data were derived.
 LF0787
 LF0787_MARKER: DB = BENCH MARK DISK
 LF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0787_STAMPING: D 177 1934
 LF0787_MARK LOGO: CGS
 LF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0787+STABILITY: SURFACE MOTION
 LF0787
 LF0787  HISTORY     - Date     Condition        Report By
 LF0787  HISTORY     - 1934     MONUMENTED       CGS
 LF0787  HISTORY     - 1941     GOOD             CGS
 LF0787  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0787  HISTORY     - 1979     GOOD             NGS
 LF0787
 LF0787                          STATION DESCRIPTION
 LF0787
 LF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LF0787'AT PAUL.
 LF0787'AT PAUL, OTOE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 3 POLES
 LF0787'NORTH OF THE STATION, AT A ROAD CROSSING, 75 FEET EAST OF THE
 LF0787'CENTERLINE OF THE TRACK, AND 20 FEET NORTH OF THE CENTERLINE
 LF0787'OF THE ROAD.  A STANDARD DISK, STAMPED D 177 1934 AND SET IN THE
 LF0787'TOP OF A CONCRETE POST.
 LF0787
 LF0787                          STATION RECOVERY (1964)
 LF0787
 LF0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0787'MARK NOT FOUND.
 LF0787
 LF0787                          STATION RECOVERY (1979)
 LF0787
 LF0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0787'MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LF0787'WITH THE EXCEPTION THE STATION IS NOW PART OF A GRAIN ELEVATOR. MARK
 LF0787'IS IS DANGER OF DESTRUCTION DUE TO ROAD CONSTRUCTION. THIS MARK WAS
 LF0787'LEFT INTACT, HOWEVER D 117 RESET 1979 HAS BEEN ESTABLISHED. SEE
 LF0787'DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1209 ***********************************************************************
 LF1209  DESIGNATION -  D 177 RESET
 LF1209  PID         -  LF1209
 LF1209  STATE/COUNTY-  NE/OTOE
 LF1209  COUNTRY     -  US
 LF1209  USGS QUAD   -  PAUL (2017)
 LF1209
 LF1209                         *CURRENT SURVEY CONTROL
 LF1209  ______________________________________________________________________
 LF1209* NAD 83(1986) POSITION- 40 35 43.51   (N) 095 53 38.36   (W)   HD_HELD1
 LF1209* NAVD 88 ORTHO HEIGHT -   332.83  (+/-2cm)     1092.0   (feet) VERTCON
 LF1209  ______________________________________________________________________
 LF1209  GEOID HEIGHT    -        -29.194 (meters)                     GEOID18
 LF1209  VERT ORDER      -  THIRD (See Below)
 LF1209
 LF1209.The horizontal coordinates were determined by differentially corrected
 LF1209.hand held GPS observations or other comparable positioning techniques
 LF1209.and have an estimated accuracy of +/- 3 meters.
 LF1209
 LF1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1209
 LF1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1209.GEOID18 height accuracy estimate available here.
 LF1209
 LF1209.The vertical order pertains to the NGVD 29 superseded value.
 LF1209
 LF1209.Click photographs - Photos may exist for this station.
 LF1209
 LF1209;                    North         East    Units  Estimated Accuracy
 LF1209;SPC NE       -    92,863.8     847,358.0     MT  (+/- 3 meters HH1 GPS) 
 LF1209
 LF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5511297872(NAD 83)
 LF1209
 LF1209                          SUPERSEDED SURVEY CONTROL
 LF1209
 LF1209  NGVD 29 (01/31/13)  332.72   (m)         1091.6    (f) RESET       3  
 LF1209
 LF1209.Superseded values are not recommended for survey control.
 LF1209
 LF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1209.See file dsdata.pdf to determine how the superseded data were derived.
 LF1209
 LF1209_MARKER: DV = VERTICAL CONTROL DISK
 LF1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1209_STAMPING: D 177 RESET 1979
 LF1209_MARK LOGO: NGS
 LF1209_PROJECTION: PROJECTING 5 CENTIMETERS
 LF1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1209+STABILITY: SURFACE MOTION
 LF1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1209+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2020
 LF1209
 LF1209  HISTORY     - Date     Condition        Report By
 LF1209  HISTORY     - 1979     MONUMENTED       NGS
 LF1209  HISTORY     - 20200915 GOOD             NEGS
 LF1209  HISTORY     - 20201128 GOOD             JORSUR
 LF1209
 LF1209                          STATION DESCRIPTION
 LF1209
 LF1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LF1209'IN PAUL.
 LF1209'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY
 LF1209'128, 165 FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 66.0
 LF1209'FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING NORTH, 49.0 FEET
 LF1209'NORTH OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET EAST OF A POWERLINE
 LF1209'POLE.
 LF1209'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 LF1209'THE MARK IS 2 FT BELOW HIGHWAY 128.
 LF1209
 LF1209                          STATION RECOVERY (2020)
 LF1209
 LF1209'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1209'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND U.S. HIGHWAY 75,
 LF1209'SOUTH OF NEBRASKA CITY, NORTHEAST, GO SOUTH ON U.S. HIGHWAY 75 FOR 4
 LF1209'MI (6.4 KM) TO NE. HIGHWAY 128.  TURN RIGHT AND GO WEST FOR 1.8 MI
 LF1209'(2.9 KM) TO THE MARK ON THE RIGHT (NORTH) AT MILE POST 14.99.
 LF1209'
 LF1209'IT IS 1.7 FT WEST OF THE BASE OF A METAL WITNESS POST, 50 FT (15.2 M)
 LF1209'NORTH OF THE CENTERLINE OF NE. HIGHWAY 128 AND 65 FT (19.8 M) WEST OF
 LF1209'MILE POST 15.
 LF1209
 LF1209                          STATION RECOVERY (2020)
 LF1209
 LF1209'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LF1209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0530 ***********************************************************************
 LF0530  DESIGNATION -  D 178
 LF0530  PID         -  LF0530
 LF0530  STATE/COUNTY-  NE/RICHARDSON
 LF0530  COUNTRY     -  US
 LF0530  USGS QUAD   -  FALLS CITY (2017)
 LF0530
 LF0530                         *CURRENT SURVEY CONTROL
 LF0530  ______________________________________________________________________
 LF0530* NAD 83(1986) POSITION- 40 00 01.17   (N) 095 34 05.96   (W)   HD_HELD1
 LF0530* NAVD 88 ORTHO HEIGHT -   271.300 (meters)      890.09  (feet) ADJUSTED
 LF0530  ______________________________________________________________________
 LF0530  GEOID HEIGHT    -        -30.553 (meters)                     GEOID18
 LF0530  DYNAMIC HEIGHT  -        271.146 (meters)      889.58  (feet) COMP
 LF0530  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 LF0530
 LF0530  VERT ORDER      -  SECOND    CLASS 0
 LF0530
 LF0530.The horizontal coordinates were determined by differentially corrected
 LF0530.hand held GPS observations or other comparable positioning techniques
 LF0530.and have an estimated accuracy of +/- 3 meters.
 LF0530
 LF0530.The orthometric height was determined by differential leveling and
 LF0530.adjusted by the NATIONAL GEODETIC SURVEY
 LF0530.in June 1991.
 LF0530
 LF0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0530.GEOID18 height accuracy estimate available here.
 LF0530
 LF0530.Click photographs - Photos may exist for this station.
 LF0530
 LF0530.The dynamic height is computed by dividing the NAVD 88
 LF0530.geopotential number by the normal gravity value computed on the
 LF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0530.degrees latitude (g = 980.6199 gals.).
 LF0530
 LF0530.The modeled gravity was interpolated from observed gravity values.
 LF0530
 LF0530;                    North         East    Units  Estimated Accuracy
 LF0530;SPC NE       -    28,239.1     878,270.5     MT  (+/- 3 meters HH1 GPS) 
 LF0530
 LF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8075630953(NAD 83)
 LF0530
 LF0530                          SUPERSEDED SURVEY CONTROL
 LF0530
 LF0530  NGVD 29 (??/??/92)  271.218  (m)          889.82   (f) ADJ UNCH    2 0
 LF0530
 LF0530.Superseded values are not recommended for survey control.
 LF0530
 LF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0530.See file dsdata.pdf to determine how the superseded data were derived.
 LF0530
 LF0530_MARKER: DB = BENCH MARK DISK
 LF0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0530_STAMPING: D 178 1934
 LF0530_MARK LOGO: CGS
 LF0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0530+STABILITY: SURFACE MOTION
 LF0530
 LF0530  HISTORY     - Date     Condition        Report By
 LF0530  HISTORY     - 1934     MONUMENTED       CGS
 LF0530  HISTORY     - 1948     GOOD             CGS
 LF0530
 LF0530                          STATION DESCRIPTION
 LF0530
 LF0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0530'4.2 MI SE FROM FALLS CITY.
 LF0530'4.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0530'STATION AT FALLS CITY, RICHARDSON COUNTY, ONE POLE NORTH OF
 LF0530'POLE 380/30, AT THE NEBRASKA-KANSAS STATE LINE, AT A ROAD
 LF0530'CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 30
 LF0530'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LF0530'STAMPED D 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0441 ***********************************************************************
 NN0441  DESIGNATION -  D 18
 NN0441  PID         -  NN0441
 NN0441  STATE/COUNTY-  NE/ROCK
 NN0441  COUNTRY     -  US
 NN0441  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0441
 NN0441                         *CURRENT SURVEY CONTROL
 NN0441  ______________________________________________________________________
 NN0441* NAD 83(1986) POSITION- 42 09 07.     (N) 099 28 06.     (W)   SCALED
 NN0441* NAVD 88 ORTHO HEIGHT -   757.935 (meters)     2486.66  (feet) ADJUSTED
 NN0441  ______________________________________________________________________
 NN0441  GEOID HEIGHT    -        -22.832 (meters)                     GEOID18
 NN0441  DYNAMIC HEIGHT  -        757.595 (meters)     2485.54  (feet) COMP
 NN0441  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 NN0441
 NN0441  VERT ORDER      -  FIRST     CLASS II
 NN0441
 NN0441.The horizontal coordinates were scaled from a map and have
 NN0441.an estimated accuracy of +/- 6 seconds.
 NN0441
 NN0441.The orthometric height was determined by differential leveling and
 NN0441.adjusted by the NATIONAL GEODETIC SURVEY
 NN0441.in June 1991.
 NN0441
 NN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0441.GEOID18 height accuracy estimate available here.
 NN0441
 NN0441.Click photographs - Photos may exist for this station.
 NN0441
 NN0441.The dynamic height is computed by dividing the NAVD 88
 NN0441.geopotential number by the normal gravity value computed on the
 NN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0441.degrees latitude (g = 980.6199 gals.).
 NN0441
 NN0441.The modeled gravity was interpolated from observed gravity values.
 NN0441
 NN0441;                    North         East    Units  Estimated Accuracy
 NN0441;SPC NE       -   257,570.      543,930.      MT  (+/- 180 meters Scaled)
 NN0441
 NN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613667(NAD 83)
 NN0441
 NN0441                          SUPERSEDED SURVEY CONTROL
 NN0441
 NN0441  NGVD 29 (??/??/92)  757.674  (m)         2485.80   (f) ADJ UNCH    1 2
 NN0441
 NN0441.Superseded values are not recommended for survey control.
 NN0441
 NN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0441.See file dsdata.pdf to determine how the superseded data were derived.
 NN0441
 NN0441_MARKER: DB = BENCH MARK DISK
 NN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0441_STAMPING: 2485.802 D 18 1933
 NN0441_MARK LOGO: CGS
 NN0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0441+STABILITY: SURFACE MOTION
 NN0441
 NN0441  HISTORY     - Date     Condition        Report By
 NN0441  HISTORY     - 1933     MONUMENTED       CGS
 NN0441
 NN0441                          STATION DESCRIPTION
 NN0441
 NN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0441'12 MI N FROM HARROP.
 NN0441'ABOUT 12 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP, LOUP
 NN0441'COUNTY, ABOUT 125 FEET NORTHWEST OF SWINNEYS CASH STORE, ABOUT
 NN0441'100 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST ROAD, ABOUT
 NN0441'193 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE EAST
 NN0441'EDGE OF A SMALL GROVE.  A STANDARD DISK, STAMPED 2485.802 D 18
 NN0441'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NN0441'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0264 ***********************************************************************
 NN0264  DESIGNATION -  D 19
 NN0264  PID         -  NN0264
 NN0264  STATE/COUNTY-  NE/HOLT
 NN0264  COUNTRY     -  US
 NN0264  USGS QUAD   -  MEEK SW (2017)
 NN0264
 NN0264                         *CURRENT SURVEY CONTROL
 NN0264  ______________________________________________________________________
 NN0264* NAD 83(1986) POSITION- 42 31 46.     (N) 098 39 26.     (W)   SCALED
 NN0264* NAVD 88 ORTHO HEIGHT -   610.184 (meters)     2001.91  (feet) ADJUSTED
 NN0264  ______________________________________________________________________
 NN0264  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 NN0264  DYNAMIC HEIGHT  -        609.950 (meters)     2001.14  (feet) COMP
 NN0264  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 NN0264
 NN0264  VERT ORDER      -  FIRST     CLASS II
 NN0264
 NN0264.The horizontal coordinates were scaled from a map and have
 NN0264.an estimated accuracy of +/- 6 seconds.
 NN0264
 NN0264.The orthometric height was determined by differential leveling and
 NN0264.adjusted by the NATIONAL GEODETIC SURVEY
 NN0264.in June 1991.
 NN0264
 NN0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0264.GEOID18 height accuracy estimate available here.
 NN0264
 NN0264.Click photographs - Photos may exist for this station.
 NN0264
 NN0264.The dynamic height is computed by dividing the NAVD 88
 NN0264.geopotential number by the normal gravity value computed on the
 NN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0264.degrees latitude (g = 980.6199 gals.).
 NN0264
 NN0264.The modeled gravity was interpolated from observed gravity values.
 NN0264
 NN0264;                    North         East    Units  Estimated Accuracy
 NN0264;SPC NE       -   300,210.      610,300.      MT  (+/- 180 meters Scaled)
 NN0264
 NN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281086(NAD 83)
 NN0264
 NN0264                          SUPERSEDED SURVEY CONTROL
 NN0264
 NN0264  NGVD 29 (??/??/92)  609.966  (m)         2001.20   (f) ADJ UNCH    1 2
 NN0264
 NN0264.Superseded values are not recommended for survey control.
 NN0264
 NN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0264.See file dsdata.pdf to determine how the superseded data were derived.
 NN0264
 NN0264_MARKER: DB = BENCH MARK DISK
 NN0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0264+STABILITY: SURFACE MOTION
 NN0264
 NN0264  HISTORY     - Date     Condition        Report By
 NN0264  HISTORY     - 1933     MONUMENTED       CGS
 NN0264
 NN0264                          STATION DESCRIPTION
 NN0264
 NN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0264'5.5 MI N FROM O NEILL.
 NN0264'15 FT. NORTH OF CENTER OF LANE LEADING WEST OF HWY. THE HOUSE OF
 NN0264'J.W. BUTTS, 2 FT. WEST OF FENCE, 35 FT. WEST OF CENTER OF HWY.
 NN0264'281, 50 FT. SOUTH OF FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0265 ***********************************************************************
 NN0265  DESIGNATION -  D 19 RESET
 NN0265  PID         -  NN0265
 NN0265  STATE/COUNTY-  NE/HOLT
 NN0265  COUNTRY     -  US
 NN0265  USGS QUAD   -  MEEK SW (2017)
 NN0265
 NN0265                         *CURRENT SURVEY CONTROL
 NN0265  ______________________________________________________________________
 NN0265* NAD 83(1986) POSITION- 42 31 46.     (N) 098 39 26.     (W)   SCALED
 NN0265* NAVD 88 ORTHO HEIGHT -   610.34  (meters)     2002.4   (feet) RESET
 NN0265  ______________________________________________________________________
 NN0265  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 NN0265  VERT ORDER      -  THIRD
 NN0265
 NN0265.The horizontal coordinates were scaled from a map and have
 NN0265.an estimated accuracy of +/- 6 seconds.
 NN0265
 NN0265.The orthometric height was computed from unverified reset data.
 NN0265
 NN0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0265.GEOID18 height accuracy estimate available here.
 NN0265
 NN0265.Click photographs - Photos may exist for this station.
 NN0265
 NN0265;                    North         East    Units  Estimated Accuracy
 NN0265;SPC NE       -   300,210.      610,300.      MT  (+/- 180 meters Scaled)
 NN0265
 NN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281086(NAD 83)
 NN0265
 NN0265                          SUPERSEDED SURVEY CONTROL
 NN0265
 NN0265  NGVD 29 (??/??/??)  610.12   (m)         2001.7    (f) RESET       3  
 NN0265
 NN0265.Superseded values are not recommended for survey control.
 NN0265
 NN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0265.See file dsdata.pdf to determine how the superseded data were derived.
 NN0265
 NN0265_MARKER: DD = SURVEY DISK
 NN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0265_STAMPING: D 19 RESET 1950
 NN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0265+STABILITY: SURFACE MOTION
 NN0265
 NN0265  HISTORY     - Date     Condition        Report By
 NN0265  HISTORY     - 1950     MONUMENTED       NEDR
 NN0265
 NN0265                          STATION DESCRIPTION
 NN0265
 NN0265'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 NN0265'5.5 MI N FROM O NEILL.
 NN0265'5.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0265'IN SECTION 31,T 30 N, R 11 W, 0.5 MILE NORTH OF THE SOUTH LINE
 NN0265'OF THE SECTION, OPPOSITE A LANE LEADING WEST TO THE J.W. BUTTS
 NN0265'HOUSE, AND 40 FEET EAST OF THE WEST SECTION LINE.  A STANDARD
 NN0265'DISK, STAMPED D 19 RESET 1950 AND SET IN THE TOP OF A CONCRETE
 NN0265'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5260 ***********************************************************************
 DG5260  DESIGNATION -  D 19 RESET
 DG5260  PID         -  DG5260
 DG5260  STATE/COUNTY-  NE/HOLT
 DG5260  COUNTRY     -  US
 DG5260  USGS QUAD   -  MEEK SW (2017)
 DG5260
 DG5260                         *CURRENT SURVEY CONTROL
 DG5260  ______________________________________________________________________
 DG5260* NAD 83(1986) POSITION- 42 31 46.     (N) 098 39 26.     (W)   SCALED
 DG5260* NAVD 88 ORTHO HEIGHT -   610.41  (meters)     2002.7   (feet) RESET
 DG5260  ______________________________________________________________________
 DG5260  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 DG5260  VERT ORDER      -  THIRD
 DG5260
 DG5260.The horizontal coordinates were scaled from a map and have
 DG5260.an estimated accuracy of +/- 6 seconds.
 DG5260
 DG5260.The orthometric height was computed from unverified reset data.
 DG5260
 DG5260.No vertical observational check was made to the station.
 DG5260
 DG5260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5260.GEOID18 height accuracy estimate available here.
 DG5260
 DG5260.Click photographs - Photos may exist for this station.
 DG5260
 DG5260;                    North         East    Units  Estimated Accuracy
 DG5260;SPC NE       -   300,210.      610,300.      MT  (+/- 180 meters Scaled)
 DG5260
 DG5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281086(NAD 83)
 DG5260
 DG5260                          SUPERSEDED SURVEY CONTROL
 DG5260
 DG5260.No superseded survey control is available for this station.
 DG5260
 DG5260_MARKER: DV = VERTICAL CONTROL DISK
 DG5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5260_STAMPING: D 19 RESET 2003
 DG5260_MARK LOGO: NGS
 DG5260_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5260+STABILITY: SURFACE MOTION
 DG5260
 DG5260  HISTORY     - Date     Condition        Report By
 DG5260  HISTORY     - 2003     MONUMENTED       NEDR
 DG5260
 DG5260                          STATION DESCRIPTION
 DG5260
 DG5260'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (RS)
 DG5260'FROM THE WEST JCT HWY 20 AND HWY 281 IN ONEILL GO NORTH ON HWY 281
 DG5260'APPROXIMATELY 4.95 MILES TO BM ON EAST ROW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1237 ***********************************************************************
 NM1237  DESIGNATION -  D 2
 NM1237  PID         -  NM1237
 NM1237  STATE/COUNTY-  NE/PIERCE
 NM1237  COUNTRY     -  US
 NM1237  USGS QUAD   -  PIERCE (2017)
 NM1237
 NM1237                         *CURRENT SURVEY CONTROL
 NM1237  ______________________________________________________________________
 NM1237* NAD 83(1986) POSITION- 42 11 54.     (N) 097 31 37.     (W)   SCALED
 NM1237* NAVD 88 ORTHO HEIGHT -   485.128 (meters)     1591.62  (feet) ADJUSTED
 NM1237  ______________________________________________________________________
 NM1237  GEOID HEIGHT    -        -24.947 (meters)                     GEOID18
 NM1237  DYNAMIC HEIGHT  -        484.942 (meters)     1591.01  (feet) COMP
 NM1237  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 NM1237
 NM1237  VERT ORDER      -  FIRST     CLASS II
 NM1237
 NM1237.The horizontal coordinates were scaled from a map and have
 NM1237.an estimated accuracy of +/- 6 seconds.
 NM1237
 NM1237.The orthometric height was determined by differential leveling and
 NM1237.adjusted by the NATIONAL GEODETIC SURVEY
 NM1237.in June 1991.
 NM1237
 NM1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1237.GEOID18 height accuracy estimate available here.
 NM1237
 NM1237.Click photographs - Photos may exist for this station.
 NM1237
 NM1237.The dynamic height is computed by dividing the NAVD 88
 NM1237.geopotential number by the normal gravity value computed on the
 NM1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1237.degrees latitude (g = 980.6199 gals.).
 NM1237
 NM1237.The modeled gravity was interpolated from observed gravity values.
 NM1237
 NM1237;                    North         East    Units  Estimated Accuracy
 NM1237;SPC NE       -   265,500.      704,170.      MT  (+/- 180 meters Scaled)
 NM1237
 NM1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM216728(NAD 83)
 NM1237
 NM1237                          SUPERSEDED SURVEY CONTROL
 NM1237
 NM1237  NGVD 29 (??/??/92)  484.956  (m)         1591.06   (f) ADJ UNCH    1 2
 NM1237
 NM1237.Superseded values are not recommended for survey control.
 NM1237
 NM1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1237.See file dsdata.pdf to determine how the superseded data were derived.
 NM1237
 NM1237_MARKER: B = BOLT
 NM1237_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM1237_SP_SET: BUILDING WALL
 NM1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1237+STABILITY: POSITION/ELEVATION WELL
 NM1237
 NM1237  HISTORY     - Date     Condition        Report By
 NM1237  HISTORY     - 1900     MONUMENTED       CGS
 NM1237  HISTORY     - 1940     GOOD             CGS
 NM1237
 NM1237                          STATION DESCRIPTION
 NM1237
 NM1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1237'AT PIERCE.
 NM1237'AT PIERCE, PIERCE COUNTY, AT THE COUNTY COURTHOUSE, IN THE STONE
 NM1237'FOUNDATION OF THE EAST WALL, 15.8 FEET NORTH OF THE SOUTHEAST
 NM1237'CORNER OF THE BUILDING, 10.2 FEET SOUTH OF THE EAST DOORWAY,
 NM1237'AND 4.2 FEET HIGHER THAN THE GROUND.  A CHISELED CROSS ON THE END
 NM1237'OF A COPPER BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0901 ***********************************************************************
 ML0901  DESIGNATION -  D 2 F
 ML0901  PID         -  ML0901
 ML0901  STATE/COUNTY-  NE/CUSTER
 ML0901  COUNTRY     -  US
 ML0901  USGS QUAD   -  MILBURN (2017)
 ML0901
 ML0901                         *CURRENT SURVEY CONTROL
 ML0901  ______________________________________________________________________
 ML0901* NAD 83(1986) POSITION- 41 38 24.6    (N) 099 38 12.2    (W)   HD_HELD2
 ML0901* NAVD 88 ORTHO HEIGHT -   746.407 (meters)     2448.84  (feet) ADJUSTED
 ML0901  ______________________________________________________________________
 ML0901  GEOID HEIGHT    -        -22.787 (meters)                     GEOID18
 ML0901  DYNAMIC HEIGHT  -        746.022 (meters)     2447.57  (feet) COMP
 ML0901  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 ML0901
 ML0901  VERT ORDER      -  SECOND    CLASS 0
 ML0901
 ML0901.The horizontal coordinates were established by autonomous hand held GPS
 ML0901.observations and have an estimated accuracy of +/- 10 meters.
 ML0901
 ML0901.The orthometric height was determined by differential leveling and
 ML0901.adjusted by the NATIONAL GEODETIC SURVEY
 ML0901.in June 1991.
 ML0901
 ML0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0901.GEOID18 height accuracy estimate available here.
 ML0901
 ML0901.Click photographs - Photos may exist for this station.
 ML0901
 ML0901.The dynamic height is computed by dividing the NAVD 88
 ML0901.geopotential number by the normal gravity value computed on the
 ML0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0901.degrees latitude (g = 980.6199 gals.).
 ML0901
 ML0901.The modeled gravity was interpolated from observed gravity values.
 ML0901
 ML0901;                    North         East    Units  Estimated Accuracy
 ML0901;SPC NE       -   200,668.      530,256.      MT  (+/- 10 meters HH2 GPS)
 ML0901
 ML0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4697210021(NAD 83)
 ML0901
 ML0901                          SUPERSEDED SURVEY CONTROL
 ML0901
 ML0901  NGVD 29 (??/??/92)  746.128  (m)         2447.92   (f) ADJ UNCH    2 0
 ML0901
 ML0901.Superseded values are not recommended for survey control.
 ML0901
 ML0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0901.See file dsdata.pdf to determine how the superseded data were derived.
 ML0901
 ML0901_MARKER: DD = SURVEY DISK
 ML0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0901_STAMPING: D-2-F
 ML0901_MARK LOGO: BOR
 ML0901_PROJECTION: FLUSH
 ML0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0901+STABILITY: SURFACE MOTION
 ML0901
 ML0901  HISTORY     - Date     Condition        Report By
 ML0901  HISTORY     - UNK      MONUMENTED       BOR
 ML0901  HISTORY     - 1950     GOOD             CGS
 ML0901  HISTORY     - 1984     GOOD             LOCSUR
 ML0901
 ML0901                          STATION DESCRIPTION
 ML0901
 ML0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0901'AT GATES.
 ML0901'AT GATES, 312 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST
 ML0901'OFFICE, 250 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 ML0901'DIRT ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 ML0901'GRAVELED ROAD, 1.4 FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS
 ML0901'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ML0901'GROUND.
 ML0901
 ML0901                          STATION RECOVERY (1984)
 ML0901
 ML0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0185 ***********************************************************************
 NO0185  DESIGNATION -  D 20
 NO0185  PID         -  NO0185
 NO0185  STATE/COUNTY-  NE/CHERRY
 NO0185  COUNTRY     -  US
 NO0185  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0185
 NO0185                         *CURRENT SURVEY CONTROL
 NO0185  ______________________________________________________________________
 NO0185* NAD 83(1986) POSITION- 42 57 18.     (N) 100 34 18.     (W)   SCALED
 NO0185* NAVD 88 ORTHO HEIGHT -   841.129 (meters)     2759.60  (feet) ADJUSTED
 NO0185  ______________________________________________________________________
 NO0185  GEOID HEIGHT    -        -22.047 (meters)                     GEOID18
 NO0185  DYNAMIC HEIGHT  -        840.796 (meters)     2758.51  (feet) COMP
 NO0185  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 NO0185
 NO0185  VERT ORDER      -  FIRST     CLASS II
 NO0185
 NO0185.The horizontal coordinates were scaled from a map and have
 NO0185.an estimated accuracy of +/- 6 seconds.
 NO0185
 NO0185.The orthometric height was determined by differential leveling and
 NO0185.adjusted by the NATIONAL GEODETIC SURVEY
 NO0185.in June 1991.
 NO0185
 NO0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0185.GEOID18 height accuracy estimate available here.
 NO0185
 NO0185.Click photographs - Photos may exist for this station.
 NO0185
 NO0185.The dynamic height is computed by dividing the NAVD 88
 NO0185.geopotential number by the normal gravity value computed on the
 NO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0185.degrees latitude (g = 980.6199 gals.).
 NO0185
 NO0185.The modeled gravity was interpolated from observed gravity values.
 NO0185
 NO0185;                    North         East    Units  Estimated Accuracy
 NO0185;SPC NE       -   346,780.      453,350.      MT  (+/- 180 meters Scaled)
 NO0185
 NO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN718570(NAD 83)
 NO0185
 NO0185                          SUPERSEDED SURVEY CONTROL
 NO0185
 NO0185  NGVD 29 (??/??/92)  840.833  (m)         2758.63   (f) ADJ UNCH    1 2
 NO0185
 NO0185.Superseded values are not recommended for survey control.
 NO0185
 NO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0185.See file dsdata.pdf to determine how the superseded data were derived.
 NO0185
 NO0185_MARKER: DB = BENCH MARK DISK
 NO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0185_STAMPING: D 20 1933
 NO0185_MARK LOGO: CGS
 NO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0185+STABILITY: SURFACE MOTION
 NO0185
 NO0185  HISTORY     - Date     Condition        Report By
 NO0185  HISTORY     - 1933     MONUMENTED       CGS
 NO0185  HISTORY     - 1967     GOOD             CGS
 NO0185  HISTORY     - 19920721 MARK NOT FOUND   NGS
 NO0185
 NO0185                          STATION DESCRIPTION
 NO0185
 NO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NO0185'5.9 MI N FROM VALENTINE.
 NO0185'ABOUT 5.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0185'AT VALENTINE, 37.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 NO0185'83, 0.5 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 NO0185'POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NO0185'18 INCHES.
 NO0185
 NO0185                          STATION RECOVERY (1992)
 NO0185
 NO0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0185'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0585 ***********************************************************************
 NO0585  DESIGNATION -  D 20 RESET
 NO0585  PID         -  NO0585
 NO0585  STATE/COUNTY-  NE/CHERRY
 NO0585  COUNTRY     -  US
 NO0585  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0585
 NO0585                         *CURRENT SURVEY CONTROL
 NO0585  ______________________________________________________________________
 NO0585* NAD 83(1986) POSITION- 42 57 18.     (N) 100 34 18.     (W)   SCALED
 NO0585* NAVD 88 ORTHO HEIGHT -   840.550 (meters)     2757.70  (feet) ADJUSTED
 NO0585  ______________________________________________________________________
 NO0585  GEOID HEIGHT    -        -22.047 (meters)                     GEOID18
 NO0585  DYNAMIC HEIGHT  -        840.217 (meters)     2756.61  (feet) COMP
 NO0585  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 NO0585
 NO0585  VERT ORDER      -  FIRST     CLASS II
 NO0585
 NO0585.The horizontal coordinates were scaled from a map and have
 NO0585.an estimated accuracy of +/- 6 seconds.
 NO0585
 NO0585.The orthometric height was determined by differential leveling and
 NO0585.adjusted by the NATIONAL GEODETIC SURVEY
 NO0585.in June 1994.
 NO0585
 NO0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0585.GEOID18 height accuracy estimate available here.
 NO0585
 NO0585.Click photographs - Photos may exist for this station.
 NO0585
 NO0585.The dynamic height is computed by dividing the NAVD 88
 NO0585.geopotential number by the normal gravity value computed on the
 NO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0585.degrees latitude (g = 980.6199 gals.).
 NO0585
 NO0585.The modeled gravity was interpolated from observed gravity values.
 NO0585
 NO0585;                    North         East    Units  Estimated Accuracy
 NO0585;SPC NE       -   346,780.      453,350.      MT  (+/- 180 meters Scaled)
 NO0585
 NO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN718570(NAD 83)
 NO0585
 NO0585                          SUPERSEDED SURVEY CONTROL
 NO0585
 NO0585.No superseded survey control is available for this station.
 NO0585
 NO0585_MARKER: DV = VERTICAL CONTROL DISK
 NO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0585_STAMPING: D 20 1991
 NO0585_MARK LOGO: NGS
 NO0585_PROJECTION: FLUSH
 NO0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0585+STABILITY: SURFACE MOTION
 NO0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0585+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0585
 NO0585  HISTORY     - Date     Condition        Report By
 NO0585  HISTORY     - 1991     MONUMENTED       NGS
 NO0585  HISTORY     - 19920723 GOOD             NGS
 NO0585
 NO0585                          STATION DESCRIPTION
 NO0585
 NO0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0585'8.7 KM (5.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0585'IN VALENTINE, 187.7 M (615.8 FT) SOUTH OF THE CENTER OF A GRAVELED
 NO0585'ROAD, 24.0 M (78.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 M
 NO0585'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF
 NO0585'A FENCE POST WITH A WITNESS SIGN ATTACHED, 0.4 M (1.3 FT) WEST OF THE
 NO0585'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0098 ***********************************************************************
 LJ0098  DESIGNATION -  D 200
 LJ0098  PID         -  LJ0098
 LJ0098  STATE/COUNTY-  NE/RED WILLOW
 LJ0098  COUNTRY     -  US
 LJ0098  USGS QUAD   -  MCCOOK SE (2017)
 LJ0098
 LJ0098                         *CURRENT SURVEY CONTROL
 LJ0098  ______________________________________________________________________
 LJ0098* NAD 83(1986) POSITION- 40 06 29.     (N) 100 36 21.     (W)   SCALED
 LJ0098* NAVD 88 ORTHO HEIGHT -   832.177 (meters)     2730.23  (feet) ADJUSTED
 LJ0098  ______________________________________________________________________
 LJ0098  GEOID HEIGHT    -        -24.130 (meters)                     GEOID18
 LJ0098  DYNAMIC HEIGHT  -        831.611 (meters)     2728.38  (feet) COMP
 LJ0098  MODELED GRAVITY -    979,918.4   (mgal)                       NAVD 88
 LJ0098
 LJ0098  VERT ORDER      -  SECOND    CLASS 0
 LJ0098
 LJ0098.The horizontal coordinates were scaled from a map and have
 LJ0098.an estimated accuracy of +/- 6 seconds.
 LJ0098
 LJ0098.The orthometric height was determined by differential leveling and
 LJ0098.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0098.in June 1991.
 LJ0098
 LJ0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0098.GEOID18 height accuracy estimate available here.
 LJ0098
 LJ0098.Click photographs - Photos may exist for this station.
 LJ0098
 LJ0098.The dynamic height is computed by dividing the NAVD 88
 LJ0098.geopotential number by the normal gravity value computed on the
 LJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0098.degrees latitude (g = 980.6199 gals.).
 LJ0098
 LJ0098.The modeled gravity was interpolated from observed gravity values.
 LJ0098
 LJ0098;                    North         East    Units  Estimated Accuracy
 LJ0098;SPC NE       -    30,690.      448,350.      MT  (+/- 180 meters Scaled)
 LJ0098
 LJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK631409(NAD 83)
 LJ0098
 LJ0098                          SUPERSEDED SURVEY CONTROL
 LJ0098
 LJ0098  NGVD 29 (??/??/92)  831.860  (m)         2729.19   (f) ADJ UNCH    2 0
 LJ0098
 LJ0098.Superseded values are not recommended for survey control.
 LJ0098
 LJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0098.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0098
 LJ0098_MARKER: DB = BENCH MARK DISK
 LJ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0098_STAMPING: D 200 1934
 LJ0098_MARK LOGO: CGS
 LJ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0098+STABILITY: SURFACE MOTION
 LJ0098
 LJ0098  HISTORY     - Date     Condition        Report By
 LJ0098  HISTORY     - 1934     MONUMENTED       CGS
 LJ0098  HISTORY     - 1950     MARK NOT FOUND   CGS
 LJ0098
 LJ0098                          STATION DESCRIPTION
 LJ0098
 LJ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0098'6.7 MI S FROM MC COOK.
 LJ0098'6.7 MILES SOUTH OF BURLINGTON RR STATION AT MC COOK, AT THE
 LJ0098'NORTHWEST END OF A FILLED CURVE, 27 FEET NORTHEAST OF CENTERLINE
 LJ0098'OF U.S. HIGHWAY 183, AND 1 FOOT NORTHEAST OF FENCE LINE.
 LJ0098'NOTE-- ROAD HAS BEEN WIDENED AND THE MARK IS PROBABLY DESTROYED.
 LJ0098
 LJ0098                          STATION RECOVERY (1950)
 LJ0098
 LJ0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LJ0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0119 ***********************************************************************
 LJ0119  DESIGNATION -  D 201
 LJ0119  PID         -  LJ0119
 LJ0119  STATE/COUNTY-  NE/RED WILLOW
 LJ0119  COUNTRY     -  US
 LJ0119  USGS QUAD   -  MCCOOK SE (2017)
 LJ0119
 LJ0119                         *CURRENT SURVEY CONTROL
 LJ0119  ______________________________________________________________________
 LJ0119* NAD 83(1986) POSITION- 40 00 07.30   (N) 100 31 36.61   (W)   HD_HELD1
 LJ0119* NAVD 88 ORTHO HEIGHT -   770.512 (meters)     2527.92  (feet) ADJUSTED
 LJ0119  ______________________________________________________________________
 LJ0119  GEOID HEIGHT    -        -24.315 (meters)                     GEOID18
 LJ0119  DYNAMIC HEIGHT  -        769.987 (meters)     2526.20  (feet) COMP
 LJ0119  MODELED GRAVITY -    979,918.7   (mgal)                       NAVD 88
 LJ0119
 LJ0119  VERT ORDER      -  SECOND    CLASS 0
 LJ0119
 LJ0119.The horizontal coordinates were determined by differentially corrected
 LJ0119.hand held GPS observations or other comparable positioning techniques
 LJ0119.and have an estimated accuracy of +/- 3 meters.
 LJ0119
 LJ0119.The orthometric height was determined by differential leveling and
 LJ0119.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0119.in June 1991.
 LJ0119
 LJ0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0119.GEOID18 height accuracy estimate available here.
 LJ0119
 LJ0119.Click photographs - Photos may exist for this station.
 LJ0119
 LJ0119.The dynamic height is computed by dividing the NAVD 88
 LJ0119.geopotential number by the normal gravity value computed on the
 LJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0119.degrees latitude (g = 980.6199 gals.).
 LJ0119
 LJ0119.The modeled gravity was interpolated from observed gravity values.
 LJ0119
 LJ0119;                    North         East    Units  Estimated Accuracy
 LJ0119;SPC NE       -    18,868.4     455,013.1     MT  (+/- 3 meters HH1 GPS) 
 LJ0119
 LJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6967029098(NAD 83)
 LJ0119
 LJ0119                          SUPERSEDED SURVEY CONTROL
 LJ0119
 LJ0119  NGVD 29 (??/??/92)  770.211  (m)         2526.93   (f) ADJ UNCH    2 0
 LJ0119
 LJ0119.Superseded values are not recommended for survey control.
 LJ0119
 LJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0119.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0119
 LJ0119_MARKER: DB = BENCH MARK DISK
 LJ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0119_STAMPING: D 201 1934
 LJ0119_MARK LOGO: CGS
 LJ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0119+STABILITY: SURFACE MOTION
 LJ0119
 LJ0119  HISTORY     - Date     Condition        Report By
 LJ0119  HISTORY     - 1934     MONUMENTED       CGS
 LJ0119  HISTORY     - 1950     GOOD             CGS
 LJ0119  HISTORY     - 1977     MARK NOT FOUND   USGS
 LJ0119
 LJ0119                          STATION DESCRIPTION
 LJ0119
 LJ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0119'2.5 MI NE FROM CEDAR BLUFFS.
 LJ0119'2.5 MILES NORTHEAST OF BURLINGTON STATION AT CEDAR BLUFF 50
 LJ0119'FEET EAST OF KANSAS-NEBRASKA STATE LINE, 15 FEET SOUTH OF C.B.
 LJ0119'AND Q. RR. TRACK.
 LJ0119
 LJ0119                          STATION RECOVERY (1950)
 LJ0119
 LJ0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LJ0119'RECOVERED IN GOOD CONDITION.
 LJ0119
 LJ0119                          STATION RECOVERY (1977)
 LJ0119
 LJ0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LJ0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0076 ***********************************************************************
 LJ0076  DESIGNATION -  D 206
 LJ0076  PID         -  LJ0076
 LJ0076  STATE/COUNTY-  NE/HITCHCOCK
 LJ0076  COUNTRY     -  US
 LJ0076  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0076
 LJ0076                         *CURRENT SURVEY CONTROL
 LJ0076  ______________________________________________________________________
 LJ0076* NAD 83(1986) POSITION- 40 11 18.     (N) 100 58 03.     (W)   SCALED
 LJ0076* NAVD 88 ORTHO HEIGHT -   807.093 (meters)     2647.94  (feet) ADJUSTED
 LJ0076  ______________________________________________________________________
 LJ0076  GEOID HEIGHT    -        -23.682 (meters)                     GEOID18
 LJ0076  DYNAMIC HEIGHT  -        806.543 (meters)     2646.13  (feet) COMP
 LJ0076  MODELED GRAVITY -    979,917.7   (mgal)                       NAVD 88
 LJ0076
 LJ0076  VERT ORDER      -  SECOND    CLASS 0
 LJ0076
 LJ0076.The horizontal coordinates were scaled from a map and have
 LJ0076.an estimated accuracy of +/- 6 seconds.
 LJ0076
 LJ0076.The orthometric height was determined by differential leveling and
 LJ0076.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0076.in June 1991.
 LJ0076
 LJ0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0076.GEOID18 height accuracy estimate available here.
 LJ0076
 LJ0076.Click photographs - Photos may exist for this station.
 LJ0076
 LJ0076.The dynamic height is computed by dividing the NAVD 88
 LJ0076.geopotential number by the normal gravity value computed on the
 LJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0076.degrees latitude (g = 980.6199 gals.).
 LJ0076
 LJ0076.The modeled gravity was interpolated from observed gravity values.
 LJ0076
 LJ0076;                    North         East    Units  Estimated Accuracy
 LJ0076;SPC NE       -    39,880.      417,620.      MT  (+/- 180 meters Scaled)
 LJ0076
 LJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK325505(NAD 83)
 LJ0076
 LJ0076                          SUPERSEDED SURVEY CONTROL
 LJ0076
 LJ0076  NGVD 29 (??/??/92)  806.762  (m)         2646.85   (f) ADJ UNCH    2 0
 LJ0076
 LJ0076.Superseded values are not recommended for survey control.
 LJ0076
 LJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0076.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0076
 LJ0076_MARKER: DB = BENCH MARK DISK
 LJ0076_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LJ0076_SP_SET: BRIDGE ABUTMENT
 LJ0076_STAMPING: D 206 1939
 LJ0076_MARK LOGO: CGS
 LJ0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0076
 LJ0076  HISTORY     - Date     Condition        Report By
 LJ0076  HISTORY     - 1939     MONUMENTED       CGS
 LJ0076  HISTORY     - 1941     GOOD             CGS
 LJ0076  HISTORY     - 19950425 MARK NOT FOUND   NGS
 LJ0076
 LJ0076                          STATION DESCRIPTION
 LJ0076
 LJ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0076'2.8 MI E FROM TRENTON.
 LJ0076'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0076'RAILROAD FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, AT
 LJ0076'BRIDGE 306.88, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 LJ0076'CONCRETE ABUTMENT, 156 FEET SOUTHEAST OF THE JUNCTION OF U.S.
 LJ0076'HIGHWAY 34 AND A DIRT ROAD LEADING EAST, 75 FEET WEST OF A
 LJ0076'SIGNAL BOX, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LJ0076'A STANDARD DISK, STAMPED D 206 1939.
 LJ0076
 LJ0076                          STATION RECOVERY (1995)
 LJ0076
 LJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0076'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND IT IS BELIEVED THE MARK IS
 LJ0076'NOW DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0410 ***********************************************************************
 LG0410  DESIGNATION -  D 207
 LG0410  PID         -  LG0410
 LG0410  STATE/COUNTY-  NE/SEWARD
 LG0410  COUNTRY     -  US
 LG0410  USGS QUAD   -  PLEASANT DALE (2017)
 LG0410
 LG0410                         *CURRENT SURVEY CONTROL
 LG0410  ______________________________________________________________________
 LG0410* NAD 83(1986) POSITION- 40 46 25.     (N) 096 57 28.     (W)   SCALED
 LG0410* NAVD 88 ORTHO HEIGHT -   418.089 (meters)     1371.68  (feet) ADJUSTED
 LG0410  ______________________________________________________________________
 LG0410  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 LG0410  DYNAMIC HEIGHT  -        417.871 (meters)     1370.97  (feet) COMP
 LG0410  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 LG0410
 LG0410  VERT ORDER      -  SECOND    CLASS 0
 LG0410
 LG0410.The horizontal coordinates were scaled from a map and have
 LG0410.an estimated accuracy of +/- 6 seconds.
 LG0410
 LG0410.The orthometric height was determined by differential leveling and
 LG0410.adjusted by the NATIONAL GEODETIC SURVEY
 LG0410.in June 1991.
 LG0410
 LG0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0410.GEOID18 height accuracy estimate available here.
 LG0410
 LG0410.Click photographs - Photos may exist for this station.
 LG0410
 LG0410.The dynamic height is computed by dividing the NAVD 88
 LG0410.geopotential number by the normal gravity value computed on the
 LG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0410.degrees latitude (g = 980.6199 gals.).
 LG0410
 LG0410.The modeled gravity was interpolated from observed gravity values.
 LG0410
 LG0410;                    North         East    Units  Estimated Accuracy
 LG0410;SPC NE       -   108,910.      756,710.      MT  (+/- 180 meters Scaled)
 LG0410
 LG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL723156(NAD 83)
 LG0410
 LG0410                          SUPERSEDED SURVEY CONTROL
 LG0410
 LG0410  NGVD 29 (??/??/92)  417.929  (m)         1371.16   (f) ADJ UNCH    2 0
 LG0410
 LG0410.Superseded values are not recommended for survey control.
 LG0410
 LG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0410.See file dsdata.pdf to determine how the superseded data were derived.
 LG0410
 LG0410_MARKER: DB = BENCH MARK DISK
 LG0410_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0410_SP_SET: BOX CULVERT WINGWALL
 LG0410_STAMPING: D 207 1939
 LG0410_MARK LOGO: CGS
 LG0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0410+STABILITY: SURFACE MOTION
 LG0410
 LG0410  HISTORY     - Date     Condition        Report By
 LG0410  HISTORY     - 1939     MONUMENTED       CGS
 LG0410
 LG0410                          STATION DESCRIPTION
 LG0410
 LG0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0410'1.1 MI W FROM PLEASANT DALE.
 LG0410'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0410'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, 0.3 MILE
 LG0410'EAST OF A WOODEN OVERHEAD BRIDGE, AT A CONCRETE-BOX CULVERT, IN
 LG0410'THE TOP OF THE NORTHWEST CORNER OF THE NORTH WING WALL, 29 FEET
 LG0410'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 12 FEET NORTH OF THE
 LG0410'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 207 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0011 ***********************************************************************
 LG0011  DESIGNATION -  D 208
 LG0011  PID         -  LG0011
 LG0011  STATE/COUNTY-  NE/OTOE
 LG0011  COUNTRY     -  US
 LG0011  USGS QUAD   -  SYRACUSE (2017)
 LG0011
 LG0011                         *CURRENT SURVEY CONTROL
 LG0011  ______________________________________________________________________
 LG0011* NAD 83(1986) POSITION- 40 38 56.     (N) 096 08 07.     (W)   SCALED
 LG0011* NAVD 88 ORTHO HEIGHT -   339.060 (meters)     1112.40  (feet) ADJUSTED
 LG0011  ______________________________________________________________________
 LG0011  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 LG0011  DYNAMIC HEIGHT  -        338.886 (meters)     1111.83  (feet) COMP
 LG0011  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 LG0011
 LG0011  VERT ORDER      -  FIRST     CLASS II
 LG0011
 LG0011.The horizontal coordinates were scaled from a map and have
 LG0011.an estimated accuracy of +/- 6 seconds.
 LG0011
 LG0011.The orthometric height was determined by differential leveling and
 LG0011.adjusted by the NATIONAL GEODETIC SURVEY
 LG0011.in June 1991.
 LG0011
 LG0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0011.GEOID18 height accuracy estimate available here.
 LG0011
 LG0011.Click photographs - Photos may exist for this station.
 LG0011
 LG0011.The dynamic height is computed by dividing the NAVD 88
 LG0011.geopotential number by the normal gravity value computed on the
 LG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0011.degrees latitude (g = 980.6199 gals.).
 LG0011
 LG0011.The modeled gravity was interpolated from observed gravity values.
 LG0011
 LG0011;                    North         East    Units  Estimated Accuracy
 LG0011;SPC NE       -    97,850.      826,690.      MT  (+/- 180 meters Scaled)
 LG0011
 LG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL422037(NAD 83)
 LG0011
 LG0011                          SUPERSEDED SURVEY CONTROL
 LG0011
 LG0011  NGVD 29 (??/??/92)  338.941  (m)         1112.01   (f) ADJ UNCH    1 2
 LG0011
 LG0011.Superseded values are not recommended for survey control.
 LG0011
 LG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0011.See file dsdata.pdf to determine how the superseded data were derived.
 LG0011
 LG0011_MARKER: DB = BENCH MARK DISK
 LG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0011_STAMPING: D 208 1940
 LG0011_MARK LOGO: CGS
 LG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0011+STABILITY: SURFACE MOTION
 LG0011
 LG0011  HISTORY     - Date     Condition        Report By
 LG0011  HISTORY     - 1940     MONUMENTED       CGS
 LG0011  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0011
 LG0011                          STATION DESCRIPTION
 LG0011
 LG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0011'4.3 MI SE FROM SYRACUSE.
 LG0011'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0011'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 52 FEET
 LG0011'SOUTHWEST OF MILEPOST 23, 56 FEET EAST OF A HANDCAR SET-OFF,
 LG0011'26.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST
 LG0011'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 208
 LG0011'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LG0011'ABOVE GROUND.
 LG0011
 LG0011                          STATION RECOVERY (1991)
 LG0011
 LG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0011'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0334 ***********************************************************************
 LG0334  DESIGNATION -  D 209
 LG0334  PID         -  LG0334
 LG0334  STATE/COUNTY-  NE/SALINE
 LG0334  COUNTRY     -  US
 LG0334  USGS QUAD   -  CRETE NORTH (2017)
 LG0334
 LG0334                         *CURRENT SURVEY CONTROL
 LG0334  ______________________________________________________________________
 LG0334* NAD 83(1986) POSITION- 40 39 02.     (N) 096 55 17.     (W)   SCALED
 LG0334* NAVD 88 ORTHO HEIGHT -   429.196 (meters)     1408.12  (feet) ADJUSTED
 LG0334  ______________________________________________________________________
 LG0334  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 LG0334  DYNAMIC HEIGHT  -        428.981 (meters)     1407.42  (feet) COMP
 LG0334  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 LG0334
 LG0334  VERT ORDER      -  FIRST     CLASS II
 LG0334
 LG0334.The horizontal coordinates were scaled from a map and have
 LG0334.an estimated accuracy of +/- 6 seconds.
 LG0334
 LG0334.The orthometric height was determined by differential leveling and
 LG0334.adjusted by the NATIONAL GEODETIC SURVEY
 LG0334.in June 1991.
 LG0334
 LG0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0334.GEOID18 height accuracy estimate available here.
 LG0334
 LG0334.Click photographs - Photos may exist for this station.
 LG0334
 LG0334.The dynamic height is computed by dividing the NAVD 88
 LG0334.geopotential number by the normal gravity value computed on the
 LG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0334.degrees latitude (g = 980.6199 gals.).
 LG0334
 LG0334.The modeled gravity was interpolated from observed gravity values.
 LG0334
 LG0334;                    North         East    Units  Estimated Accuracy
 LG0334;SPC NE       -    95,370.      760,270.      MT  (+/- 180 meters Scaled)
 LG0334
 LG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL757020(NAD 83)
 LG0334
 LG0334                          SUPERSEDED SURVEY CONTROL
 LG0334
 LG0334  NGVD 29 (??/??/92)  429.066  (m)         1407.69   (f) ADJ UNCH    1 2
 LG0334
 LG0334.Superseded values are not recommended for survey control.
 LG0334
 LG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0334.See file dsdata.pdf to determine how the superseded data were derived.
 LG0334
 LG0334_MARKER: DB = BENCH MARK DISK
 LG0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0334_STAMPING: D 209 1940
 LG0334_MARK LOGO: CGS
 LG0334_PROJECTION: PROJECTING 5 CENTIMETERS
 LG0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0334+STABILITY: SURFACE MOTION
 LG0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0334+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2020
 LG0334
 LG0334  HISTORY     - Date     Condition        Report By
 LG0334  HISTORY     - 1940     MONUMENTED       CGS
 LG0334  HISTORY     - 19861117 GOOD             NGS
 LG0334  HISTORY     - 19911009 GOOD             NGS
 LG0334  HISTORY     - 20160223 GOOD             NEGS
 LG0334  HISTORY     - 20200508 GOOD             NEGS
 LG0334
 LG0334                          STATION DESCRIPTION
 LG0334
 LG0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0334'2.8 MI NE FROM CRETE.
 LG0334'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0334'RAILROAD FROM THE STATION AT CRETE, SALINE COUNTY, 280 FEET
 LG0334'NORTH OF MILEPOST 77, 37.8 FEET EAST OF THE CENTERLINE OF THE
 LG0334'TRACK, 3 FEET NORTHEAST OF A CONCRETE POST AT A FENCE CORNER,
 LG0334'AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0334'DISK, STAMPED D 209 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0334'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0334
 LG0334                          STATION RECOVERY (1986)
 LG0334
 LG0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0334'RECOVERED IN GOOD CONDITION, 4.51 KM (2.80 MI) NORTHEAST ALONG THE
 LG0334'BURLINGTON NORTHERN RAILROAD, FROM THE OLD STATION AT CRETE, 85.3 M
 LG0334'(279.9 FT) NORTH FROM MILEPOST 77, 11.52 M (37.8 FT) SOUTHEAST FROM
 LG0334'THE CENTERLINE OF THE TRACKS, 0.91 M (3.0 FT) NORTHWEST FROM AN OLD
 LG0334'CONCRETE FENCE CORNER POST, 0.61 M (2.0 FT) WEST FROM A WITNESS POST
 LG0334'AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND.
 LG0334
 LG0334                          STATION RECOVERY (1991)
 LG0334
 LG0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0334'4.6 KM (2.85 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0334'IN CRETE, 100.0 M (328.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 LG0334'26.0 M (85.3 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, 6.2 M
 LG0334'(20.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0334'RAILROAD, 0.8 M (2.6 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0 FT)
 LG0334'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LG0334'TRACK, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0334'SURFACE.
 LG0334
 LG0334                          STATION RECOVERY (2016)
 LG0334
 LG0334'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JA)
 LG0334'RECOVERED IN GOOD CONDITION.
 LG0334
 LG0334                          STATION RECOVERY (2020)
 LG0334
 LG0334'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0334'THE MARK IS UNDER TREES AND IS CURRENTLY NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0082 ***********************************************************************
 NO0082  DESIGNATION -  D 21
 NO0082  PID         -  NO0082
 NO0082  STATE/COUNTY-  NE/CHERRY
 NO0082  COUNTRY     -  US
 NO0082  USGS QUAD   -  BULL LAKE (2017)
 NO0082
 NO0082                         *CURRENT SURVEY CONTROL
 NO0082  ______________________________________________________________________
 NO0082* NAD 83(1986) POSITION- 42 28 53.73   (N) 100 52 02.33   (W)   HD_HELD1
 NO0082* NAVD 88 ORTHO HEIGHT -   931.558 (meters)     3056.29  (feet) ADJUSTED
 NO0082  ______________________________________________________________________
 NO0082  GEOID HEIGHT    -        -20.809 (meters)                     GEOID18
 NO0082  DYNAMIC HEIGHT  -        931.127 (meters)     3054.87  (feet) COMP
 NO0082  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 NO0082
 NO0082  VERT ORDER      -  FIRST     CLASS II
 NO0082
 NO0082.The horizontal coordinates were determined by differentially corrected
 NO0082.hand held GPS observations or other comparable positioning techniques
 NO0082.and have an estimated accuracy of +/- 3 meters.
 NO0082
 NO0082.The orthometric height was determined by differential leveling and
 NO0082.adjusted by the NATIONAL GEODETIC SURVEY
 NO0082.in June 1991.
 NO0082
 NO0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0082.GEOID18 height accuracy estimate available here.
 NO0082
 NO0082.Click photographs - Photos may exist for this station.
 NO0082
 NO0082.The dynamic height is computed by dividing the NAVD 88
 NO0082.geopotential number by the normal gravity value computed on the
 NO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0082.degrees latitude (g = 980.6199 gals.).
 NO0082
 NO0082.The modeled gravity was interpolated from observed gravity values.
 NO0082
 NO0082;                    North         East    Units  Estimated Accuracy
 NO0082;SPC NE       -   294,396.1     428,701.9     MT  (+/- 3 meters HH1 GPS) 
 NO0082
 NO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4652204938(NAD 83)
 NO0082
 NO0082                          SUPERSEDED SURVEY CONTROL
 NO0082
 NO0082  NGVD 29 (??/??/92)  931.249  (m)         3055.27   (f) ADJ UNCH    1 2
 NO0082
 NO0082.Superseded values are not recommended for survey control.
 NO0082
 NO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0082.See file dsdata.pdf to determine how the superseded data were derived.
 NO0082
 NO0082_MARKER: DB = BENCH MARK DISK
 NO0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0082_STAMPING: 3055.273 D 21 1933
 NO0082_MARK LOGO: CGS
 NO0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0082+STABILITY: SURFACE MOTION
 NO0082
 NO0082  HISTORY     - Date     Condition        Report By
 NO0082  HISTORY     - 1933     MONUMENTED       CGS
 NO0082  HISTORY     - 1934     GOOD             CGS
 NO0082  HISTORY     - 19850731 GOOD             USPSQD
 NO0082  HISTORY     - 20061102 GOOD             NEDR
 NO0082
 NO0082                          STATION DESCRIPTION
 NO0082
 NO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0082'4.5 MI SW FROM TINY TOWN.
 NO0082'4.5 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD JUNCTION AT
 NO0082'TINY TOWN, CHERRY COUNTY, 2.0 MILES SOUTHWEST OF LONE TREE LAKE,
 NO0082'2.0 MILES SOUTHWEST OF THE JUNCTION OF ROADS LEADING TO MULLEN
 NO0082'AND BROWNLEE, 40 FEET NORTHWEST OF THE ROAD, 40 FEET NORTHWEST
 NO0082'OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 NO0082'DISK, STAMPED 3055.273 D 21 1933 AND SET IN THE TOP OF A
 NO0082'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- MARK IS
 NO0082'40.8 MI SW ALONG U.S. HIGHWAY 183 FROM THE COURTHOUSE AT VALENTINE.
 NO0082
 NO0082                          STATION RECOVERY (1934)
 NO0082
 NO0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0082'RECOVERED IN GOOD CONDITION.
 NO0082
 NO0082                          STATION RECOVERY (1985)
 NO0082
 NO0082'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0082'RECOVERED IN GOOD CONDITION.
 NO0082
 NO0082                          STATION RECOVERY (2006)
 NO0082
 NO0082'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (KK)
 NO0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0416 ***********************************************************************
 LG0416  DESIGNATION -  D 210
 LG0416  PID         -  LG0416
 LG0416  STATE/COUNTY-  NE/SALINE
 LG0416  COUNTRY     -  US
 LG0416  USGS QUAD   -  DORCHESTER (2017)
 LG0416
 LG0416                         *CURRENT SURVEY CONTROL
 LG0416  ______________________________________________________________________
 LG0416* NAD 83(1986) POSITION- 40 37 52.     (N) 097 02 47.     (W)   SCALED
 LG0416* NAVD 88 ORTHO HEIGHT -   444.477 (meters)     1458.26  (feet) ADJUSTED
 LG0416  ______________________________________________________________________
 LG0416  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 LG0416  DYNAMIC HEIGHT  -        444.237 (meters)     1457.47  (feet) COMP
 LG0416  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 LG0416
 LG0416  VERT ORDER      -  FIRST     CLASS II
 LG0416
 LG0416.The horizontal coordinates were scaled from a map and have
 LG0416.an estimated accuracy of +/- 6 seconds.
 LG0416
 LG0416.The orthometric height was determined by differential leveling and
 LG0416.adjusted by the NATIONAL GEODETIC SURVEY
 LG0416.in June 1991.
 LG0416
 LG0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0416.GEOID18 height accuracy estimate available here.
 LG0416
 LG0416.Click photographs - Photos may exist for this station.
 LG0416
 LG0416.The dynamic height is computed by dividing the NAVD 88
 LG0416.geopotential number by the normal gravity value computed on the
 LG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0416.degrees latitude (g = 980.6199 gals.).
 LG0416
 LG0416.The modeled gravity was interpolated from observed gravity values.
 LG0416
 LG0416;                    North         East    Units  Estimated Accuracy
 LG0416;SPC NE       -    92,840.      749,780.      MT  (+/- 180 meters Scaled)
 LG0416
 LG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK652996(NAD 83)
 LG0416
 LG0416                          SUPERSEDED SURVEY CONTROL
 LG0416
 LG0416  NGVD 29 (??/??/92)  444.327  (m)         1457.76   (f) ADJ UNCH    1 2
 LG0416
 LG0416.Superseded values are not recommended for survey control.
 LG0416
 LG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0416.See file dsdata.pdf to determine how the superseded data were derived.
 LG0416
 LG0416_MARKER: DB = BENCH MARK DISK
 LG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0416_STAMPING: D 210 1940
 LG0416_MARK LOGO: CGS
 LG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0416+STABILITY: SURFACE MOTION
 LG0416
 LG0416  HISTORY     - Date     Condition        Report By
 LG0416  HISTORY     - 1940     MONUMENTED       CGS
 LG0416  HISTORY     - 1963     MARK NOT FOUND   USGS
 LG0416
 LG0416                          STATION DESCRIPTION
 LG0416
 LG0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0416'3.8 MI E FROM DORCHESTER.
 LG0416'3.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0416'FROM THE STATION AT DORCHESTER, SALINE COUNTY, 345 FEET WEST OF
 LG0416'A DIRT-ROAD CROSSING, 53 FEET NORTH OF THE CENTERLINE OF THE
 LG0416'TRACK, 6.5 FEET EAST OF A POLE WITH TWO GUY WIRES, AND 3 FEET
 LG0416'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0416'D 210 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LG0416'FOOT ABOVE GROUND.
 LG0416
 LG0416                          STATION RECOVERY (1963)
 LG0416
 LG0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0416'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1390 ***********************************************************************
 MK1390  DESIGNATION -  D 211 RESET
 MK1390  PID         -  MK1390
 MK1390  STATE/COUNTY-  NE/MERRICK
 MK1390  COUNTRY     -  US
 MK1390  USGS QUAD   -  SILVER CREEK (2017)
 MK1390
 MK1390                         *CURRENT SURVEY CONTROL
 MK1390  ______________________________________________________________________
 MK1390* NAD 83(1986) POSITION- 41 18 40.     (N) 097 40 25.     (W)   SCALED
 MK1390* NAVD 88 ORTHO HEIGHT -   474.20  (meters)     1555.8   (feet) RESET
 MK1390  ______________________________________________________________________
 MK1390  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 MK1390  VERT ORDER      -  THIRD
 MK1390
 MK1390.The horizontal coordinates were scaled from a map and have
 MK1390.an estimated accuracy of +/- 6 seconds.
 MK1390
 MK1390.The orthometric height was computed from unverified reset data.
 MK1390
 MK1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1390.GEOID18 height accuracy estimate available here.
 MK1390
 MK1390.Click photographs - Photos may exist for this station.
 MK1390
 MK1390;                    North         East    Units  Estimated Accuracy
 MK1390;SPC NE       -   166,690.      694,720.      MT  (+/- 180 meters Scaled)
 MK1390
 MK1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL110741(NAD 83)
 MK1390
 MK1390                          SUPERSEDED SURVEY CONTROL
 MK1390
 MK1390.No superseded survey control is available for this station.
 MK1390
 MK1390_MARKER: DB = BENCH MARK DISK
 MK1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1390_SP_SET: BRIDGE ABUTMENT
 MK1390_STAMPING: D 211 RESET 1972
 MK1390_MARK LOGO: CGS
 MK1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1390
 MK1390  HISTORY     - Date     Condition        Report By
 MK1390  HISTORY     - 1972     MONUMENTED       NEDR
 MK1390  HISTORY     - 1973     GOOD             NEDR
 MK1390
 MK1390                          STATION DESCRIPTION
 MK1390
 MK1390'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1973
 MK1390'0.7 MI SW FROM SILVER CREEK.
 MK1390'0.7 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM VINE
 MK1390'STREET IN SILVER CREEK, 200 FEET SOUTHEAST OF THE CENTER LINE
 MK1390'OF THE SOUTHEAST TRACK, AT THE U.S. HIGHWAY 30 BRIDGE OVER SILVER
 MK1390'CREEK, 24.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND SET
 MK1390'IN THE TOP OF THE SOUTHEAST WINGWALL OF THE SOUTHEAST ABUTMENT OF
 MK1390'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1361 ***********************************************************************
 MK1361  DESIGNATION -  D 212
 MK1361  PID         -  MK1361
 MK1361  STATE/COUNTY-  NE/MERRICK
 MK1361  COUNTRY     -  US
 MK1361  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1361
 MK1361                         *CURRENT SURVEY CONTROL
 MK1361  ______________________________________________________________________
 MK1361* NAD 83(1986) POSITION- 41 07 25.48   (N) 097 59 23.56   (W)   HD_HELD1
 MK1361* NAVD 88 ORTHO HEIGHT -   516.341 (meters)     1694.03  (feet) ADJUSTED
 MK1361  ______________________________________________________________________
 MK1361  GEOID HEIGHT    -        -25.278 (meters)                     GEOID18
 MK1361  DYNAMIC HEIGHT  -        516.086 (meters)     1693.19  (feet) COMP
 MK1361  MODELED GRAVITY -    980,113.5   (mgal)                       NAVD 88
 MK1361
 MK1361  VERT ORDER      -  FIRST     CLASS II
 MK1361
 MK1361.The horizontal coordinates were determined by differentially corrected
 MK1361.hand held GPS observations or other comparable positioning techniques
 MK1361.and have an estimated accuracy of +/- 3 meters.
 MK1361
 MK1361.The orthometric height was determined by differential leveling and
 MK1361.adjusted by the NATIONAL GEODETIC SURVEY
 MK1361.in June 1991.
 MK1361
 MK1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1361.GEOID18 height accuracy estimate available here.
 MK1361
 MK1361.Click photographs - Photos may exist for this station.
 MK1361
 MK1361.The dynamic height is computed by dividing the NAVD 88
 MK1361.geopotential number by the normal gravity value computed on the
 MK1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1361.degrees latitude (g = 980.6199 gals.).
 MK1361
 MK1361.The modeled gravity was interpolated from observed gravity values.
 MK1361
 MK1361;                    North         East    Units  Estimated Accuracy
 MK1361;SPC NE       -   145,230.7     668,736.2     MT  (+/- 3 meters HH1 GPS) 
 MK1361
 MK1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8479452985(NAD 83)
 MK1361
 MK1361                          SUPERSEDED SURVEY CONTROL
 MK1361
 MK1361  NGVD 29 (??/??/92)  516.122  (m)         1693.31   (f) ADJ UNCH    1 2
 MK1361
 MK1361.Superseded values are not recommended for survey control.
 MK1361
 MK1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1361.See file dsdata.pdf to determine how the superseded data were derived.
 MK1361
 MK1361_MARKER: DB = BENCH MARK DISK
 MK1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1361_SP_SET: BRIDGE
 MK1361_STAMPING: D 212 1940
 MK1361_MARK LOGO: CGS
 MK1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1361+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2022
 MK1361
 MK1361  HISTORY     - Date     Condition        Report By
 MK1361  HISTORY     - 1940     MONUMENTED       CGS
 MK1361  HISTORY     - 20071011 GOOD             GEOCAC
 MK1361  HISTORY     - 20221221 GOOD             NEPPD
 MK1361
 MK1361                          STATION DESCRIPTION
 MK1361
 MK1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1361'1 MI NE FROM CENTRAL CITY.
 MK1361'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1361'STATION AT CENTRAL CITY, MERRICK COUNTY, 575 FEET NORTHEAST OF
 MK1361'MILEPOST 124, 41 FEET SOUTH OF THE SOUTHEAST CORNER OF BRIDGE
 MK1361'123.90, 66 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 MK1361'MAIN TRACK, 11.6 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD,
 MK1361'AT A CONCRETE BRIDGE OVER A SMALL CREEK, AND IN THE TOP OF THE
 MK1361'NORTHWEST WING WALL.  A STANDARD DISK, STAMPED D 212 1940.
 MK1361
 MK1361                          STATION RECOVERY (2007)
 MK1361
 MK1361'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 MK1361'RECOVERED IN GOOD CONDITION.
 MK1361
 MK1361                          STATION RECOVERY (2022)
 MK1361
 MK1361'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1137 ***********************************************************************
 MK1137  DESIGNATION -  D 213
 MK1137  PID         -  MK1137
 MK1137  STATE/COUNTY-  NE/MADISON
 MK1137  COUNTRY     -  US
 MK1137  USGS QUAD   -  MADISON (2017)
 MK1137
 MK1137                         *CURRENT SURVEY CONTROL
 MK1137  ______________________________________________________________________
 MK1137* NAD 83(1986) POSITION- 41 46 19.64   (N) 097 29 08.66   (W)   HD_HELD1
 MK1137* NAVD 88 ORTHO HEIGHT -   492.130 (meters)     1614.60  (feet) ADJUSTED
 MK1137  ______________________________________________________________________
 MK1137  GEOID HEIGHT    -        -24.712 (meters)                     GEOID18
 MK1137  DYNAMIC HEIGHT  -        491.928 (meters)     1613.93  (feet) COMP
 MK1137  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 MK1137
 MK1137  VERT ORDER      -  FIRST     CLASS II
 MK1137
 MK1137.The horizontal coordinates were determined by differentially corrected
 MK1137.hand held GPS observations or other comparable positioning techniques
 MK1137.and have an estimated accuracy of +/- 3 meters.
 MK1137
 MK1137.The orthometric height was determined by differential leveling and
 MK1137.adjusted by the NATIONAL GEODETIC SURVEY
 MK1137.in June 1991.
 MK1137
 MK1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1137.GEOID18 height accuracy estimate available here.
 MK1137
 MK1137.Click photographs - Photos may exist for this station.
 MK1137
 MK1137.The dynamic height is computed by dividing the NAVD 88
 MK1137.geopotential number by the normal gravity value computed on the
 MK1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1137.degrees latitude (g = 980.6199 gals.).
 MK1137
 MK1137.The modeled gravity was interpolated from observed gravity values.
 MK1137
 MK1137;                    North         East    Units  Estimated Accuracy
 MK1137;SPC NE       -   218,293.9     708,951.4     MT  (+/- 3 meters HH1 GPS) 
 MK1137
 MK1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2585525583(NAD 83)
 MK1137
 MK1137                          SUPERSEDED SURVEY CONTROL
 MK1137
 MK1137  NGVD 29 (??/??/92)  491.946  (m)         1613.99   (f) ADJ UNCH    1 2
 MK1137
 MK1137.Superseded values are not recommended for survey control.
 MK1137
 MK1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1137.See file dsdata.pdf to determine how the superseded data were derived.
 MK1137
 MK1137_MARKER: DB = BENCH MARK DISK
 MK1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1137_STAMPING: D 213 1940
 MK1137_MARK LOGO: CGS
 MK1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1137+STABILITY: SURFACE MOTION
 MK1137
 MK1137  HISTORY     - Date     Condition        Report By
 MK1137  HISTORY     - 1940     MONUMENTED       CGS
 MK1137
 MK1137                          STATION DESCRIPTION
 MK1137
 MK1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1137'4 MI SW FROM MADISON.
 MK1137'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 370
 MK1137'FEET SOUTH OF RR. BRIDGE NO. 31.40, 120 FEET NORTHEAST OF CENTER
 MK1137'OF INTERSECTION OF EAST-WEST GRAVEL ROAD AND TRACK, 100 FEET
 MK1137'NORTH OF CENTERLINE OF ROAD, 42.3 FEET EAST OF CENTERLINE OF
 MK1137'TRACK, 7.7 FEET WEST OF RIGHT-OF-WAY FENCE, 3.0 FEET NORTH OF
 MK1137'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 MK1137'PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1234 ***********************************************************************
 NM1234  DESIGNATION -  D 214 RESET
 NM1234  PID         -  NM1234
 NM1234  STATE/COUNTY-  NE/PIERCE
 NM1234  COUNTRY     -  US
 NM1234  USGS QUAD   -  PIERCE (2017)
 NM1234
 NM1234                         *CURRENT SURVEY CONTROL
 NM1234  ______________________________________________________________________
 NM1234* NAD 83(1986) POSITION- 42 11 18.     (N) 097 30 54.     (W)   SCALED
 NM1234* NAVD 88 ORTHO HEIGHT -   480.21  (meters)     1575.5   (feet) RESET
 NM1234  ______________________________________________________________________
 NM1234  GEOID HEIGHT    -        -24.940 (meters)                     GEOID18
 NM1234  VERT ORDER      -  THIRD
 NM1234
 NM1234.The horizontal coordinates were scaled from a map and have
 NM1234.an estimated accuracy of +/- 6 seconds.
 NM1234
 NM1234.The orthometric height was computed from unverified reset data.
 NM1234
 NM1234.No vertical observational check was made to the station.
 NM1234
 NM1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1234.GEOID18 height accuracy estimate available here.
 NM1234
 NM1234.Click photographs - Photos may exist for this station.
 NM1234
 NM1234;                    North         East    Units  Estimated Accuracy
 NM1234;SPC NE       -   264,420.      705,190.      MT  (+/- 180 meters Scaled)
 NM1234
 NM1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM226717(NAD 83)
 NM1234
 NM1234                          SUPERSEDED SURVEY CONTROL
 NM1234
 NM1234  NGVD 29 (01/31/13)  480.04   (m)         1574.9    (f) RESET       3  
 NM1234
 NM1234.Superseded values are not recommended for survey control.
 NM1234
 NM1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1234.See file dsdata.pdf to determine how the superseded data were derived.
 NM1234
 NM1234_MARKER: DV = VERTICAL CONTROL DISK
 NM1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1234_STAMPING: D 214 RESET 1974
 NM1234_MARK LOGO: NGS
 NM1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1234+STABILITY: SURFACE MOTION
 NM1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1234+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 NM1234
 NM1234  HISTORY     - Date     Condition        Report By
 NM1234  HISTORY     - 1974     MONUMENTED       NEDR
 NM1234  HISTORY     - 20130801 GOOD             NEDR
 NM1234
 NM1234                          STATION DESCRIPTION
 NM1234
 NM1234'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 NM1234'0.9 MI SE FROM PIERCE.
 NM1234'0.9 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 NM1234'FROM STATION AT PIERCE, PIERCE COUNTY, 0.1 MILE NORTHWEST OF THE
 NM1234'STATION-ONE-MILE SIGN, 160.5 FEET SOUTHWEST OF THE CENTERLINE OF
 NM1234'THE TRACK, 70.5 FEET SOUTHWEST OF THE CENTERLINE OF NEBR. HWY.
 NM1234'13 (STA. 585+75), 4.9 FEET SOUTHEAST OF A POWER POLE, 18.0 FEET
 NM1234'NORTHEAST OF A CORNER FENCE POST AND 2.5 FEET SOUTHEAST OF A
 NM1234'WHITE WOODEN WITNESS POST.  SET IN TOP OF A CONCRETE POST
 NM1234'PROJECTING 0.5 FOOT ABOVE GROUND.
 NM1234
 NM1234                          STATION RECOVERY (2013)
 NM1234
 NM1234'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (EF)
 NM1234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0107 ***********************************************************************
 NP0107  DESIGNATION -  D 215
 NP0107  PID         -  NP0107
 NP0107  STATE/COUNTY-  NE/SHERIDAN
 NP0107  COUNTRY     -  US
 NP0107  USGS QUAD   -  ELLSWORTH (2017)
 NP0107
 NP0107                         *CURRENT SURVEY CONTROL
 NP0107  ______________________________________________________________________
 NP0107* NAD 83(1986) POSITION- 42 03 47.06   (N) 102 15 46.00   (W)   HD_HELD1
 NP0107* NAVD 88 ORTHO HEIGHT -  1195.171 (meters)     3921.16  (feet) ADJUSTED
 NP0107  ______________________________________________________________________
 NP0107  GEOID HEIGHT    -        -19.005 (meters)                     GEOID18
 NP0107  DYNAMIC HEIGHT  -       1194.473 (meters)     3918.87  (feet) COMP
 NP0107  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 NP0107
 NP0107  VERT ORDER      -  SECOND    CLASS 0
 NP0107
 NP0107.The horizontal coordinates were determined by differentially corrected
 NP0107.hand held GPS observations or other comparable positioning techniques
 NP0107.and have an estimated accuracy of +/- 3 meters.
 NP0107
 NP0107.The orthometric height was determined by differential leveling and
 NP0107.adjusted by the NATIONAL GEODETIC SURVEY
 NP0107.in June 1991.
 NP0107
 NP0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0107.GEOID18 height accuracy estimate available here.
 NP0107
 NP0107.Click photographs - Photos may exist for this station.
 NP0107
 NP0107.The dynamic height is computed by dividing the NAVD 88
 NP0107.geopotential number by the normal gravity value computed on the
 NP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0107.degrees latitude (g = 980.6199 gals.).
 NP0107
 NP0107.The modeled gravity was interpolated from observed gravity values.
 NP0107
 NP0107;                    North         East    Units  Estimated Accuracy
 NP0107;SPC NE       -   250,011.5     312,788.9     MT  (+/- 3 meters HH1 GPS) 
 NP0107
 NP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2647560404(NAD 83)
 NP0107
 NP0107                          SUPERSEDED SURVEY CONTROL
 NP0107
 NP0107  NGVD 29 (??/??/92) 1194.605  (m)         3919.30   (f) ADJ UNCH    2 0
 NP0107
 NP0107.Superseded values are not recommended for survey control.
 NP0107
 NP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0107.See file dsdata.pdf to determine how the superseded data were derived.
 NP0107
 NP0107_MARKER: DB = BENCH MARK DISK
 NP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0107_STAMPING: D 215 1940
 NP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0107+STABILITY: SURFACE MOTION
 NP0107
 NP0107  HISTORY     - Date     Condition        Report By
 NP0107  HISTORY     - 1940     MONUMENTED       CGS
 NP0107  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0107
 NP0107                          STATION DESCRIPTION
 NP0107
 NP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0107'1 MI NE FROM ELLSWORTH.
 NP0107'1.0 MILE NORTHEAST ALONG THE ROAD LEADING TO GORDON FROM THE
 NP0107'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH,
 NP0107'SHERIDAN COUNTY, 255 FEET SOUTH OF A CORNER FENCE POST, EAST
 NP0107'OF A DRY LAKE BED, 23.2 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NP0107'1.8 FEET WEST OF A NORTH-AND-SOUTH FENCE, AND 3.5 FEET SOUTH OF
 NP0107'A 4- BY 4-INCH WHITE POST PROJECTING 1.8 FEET ABOVE GROUND.
 NP0107'A STANDARD DISK, STAMPED D 215 1940 AND SET IN THE TOP OF A
 NP0107'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 NP0107
 NP0107                          STATION RECOVERY (2007)
 NP0107
 NP0107'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0176 ***********************************************************************
 NN0176  DESIGNATION -  D 217 RESET
 NN0176  PID         -  NN0176
 NN0176  STATE/COUNTY-  NE/HOLT
 NN0176  COUNTRY     -  US
 NN0176  USGS QUAD   -  PAGE (2017)
 NN0176
 NN0176                         *CURRENT SURVEY CONTROL
 NN0176  ______________________________________________________________________
 NN0176* NAD 83(1986) POSITION- 42 23 37.     (N) 098 26 12.     (W)   SCALED
 NN0176* NAVD 88 ORTHO HEIGHT -   600.69  (+/-2cm)     1970.8   (feet) VERTCON
 NN0176  ______________________________________________________________________
 NN0176  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 NN0176  VERT ORDER      -  THIRD (See Below)
 NN0176
 NN0176.The horizontal coordinates were scaled from a map and have
 NN0176.an estimated accuracy of +/- 6 seconds.
 NN0176
 NN0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0176
 NN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0176.GEOID18 height accuracy estimate available here.
 NN0176
 NN0176.The vertical order pertains to the NGVD 29 superseded value.
 NN0176
 NN0176.Click photographs - Photos may exist for this station.
 NN0176
 NN0176;                    North         East    Units  Estimated Accuracy
 NN0176;SPC NE       -   285,430.      628,690.      MT  (+/- 180 meters Scaled)
 NN0176
 NN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM463936(NAD 83)
 NN0176
 NN0176                          SUPERSEDED SURVEY CONTROL
 NN0176
 NN0176  NGVD 29 (??/??/??)  600.49   (m)         1970.1    (f) RESET       3  
 NN0176
 NN0176.Superseded values are not recommended for survey control.
 NN0176
 NN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0176.See file dsdata.pdf to determine how the superseded data were derived.
 NN0176
 NN0176_MARKER: DB = BENCH MARK DISK
 NN0176_SETTING: 0 = UNSPECIFIED SETTING
 NN0176_STAMPING: D-217 1946 RESET 1957
 NN0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0176
 NN0176  HISTORY     - Date     Condition        Report By
 NN0176  HISTORY     - 1957     MONUMENTED       USGS
 NN0176  HISTORY     - 1957     GOOD             CGS
 NN0176
 NN0176                          STATION DESCRIPTION
 NN0176
 NN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NN0176'0.6 MI S FROM PAGE.
 NN0176'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0176'PAGE, HOLT COUNTY, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 NN0176'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 77 FEET
 NN0176'NORTH, 58 FEET EAST AND 1.2 FEET HIGHER THAN CROSSROADS, 4 FEET
 NN0176'WEST OF CORNER OF FENCES NORTH AND EAST, 2 FEET WEST OF WITNESS
 NN0176'POST, A STANDARD C AND GS TABLET STAMPED D-217, 1946, RESET 1957
 NN0176'AND PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0326 ***********************************************************************
 NN0326  DESIGNATION -  D 218
 NN0326  PID         -  NN0326
 NN0326  STATE/COUNTY-  NE/HOLT
 NN0326  COUNTRY     -  US
 NN0326  USGS QUAD   -  ATKINSON (2017)
 NN0326
 NN0326                         *CURRENT SURVEY CONTROL
 NN0326  ______________________________________________________________________
 NN0326* NAD 83(1986) POSITION- 42 31 01.     (N) 098 57 05.     (W)   SCALED
 NN0326* NAVD 88 ORTHO HEIGHT -   638.795 (meters)     2095.78  (feet) ADJUSTED
 NN0326  ______________________________________________________________________
 NN0326  GEOID HEIGHT    -        -24.133 (meters)                     GEOID18
 NN0326  DYNAMIC HEIGHT  -        638.541 (meters)     2094.95  (feet) COMP
 NN0326  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 NN0326
 NN0326  VERT ORDER      -  FIRST     CLASS II
 NN0326
 NN0326.The horizontal coordinates were scaled from a map and have
 NN0326.an estimated accuracy of +/- 6 seconds.
 NN0326
 NN0326.The orthometric height was determined by differential leveling and
 NN0326.adjusted by the NATIONAL GEODETIC SURVEY
 NN0326.in June 1991.
 NN0326
 NN0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0326.GEOID18 height accuracy estimate available here.
 NN0326
 NN0326.Click photographs - Photos may exist for this station.
 NN0326
 NN0326.The dynamic height is computed by dividing the NAVD 88
 NN0326.geopotential number by the normal gravity value computed on the
 NN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0326.degrees latitude (g = 980.6199 gals.).
 NN0326
 NN0326.The modeled gravity was interpolated from observed gravity values.
 NN0326
 NN0326;                    North         East    Units  Estimated Accuracy
 NN0326;SPC NE       -   298,490.      586,150.      MT  (+/- 180 meters Scaled)
 NN0326
 NN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN039071(NAD 83)
 NN0326
 NN0326                          SUPERSEDED SURVEY CONTROL
 NN0326
 NN0326  NGVD 29 (??/??/92)  638.567  (m)         2095.03   (f) ADJ UNCH    1 2
 NN0326
 NN0326.Superseded values are not recommended for survey control.
 NN0326
 NN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0326.See file dsdata.pdf to determine how the superseded data were derived.
 NN0326
 NN0326_MARKER: DB = BENCH MARK DISK
 NN0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0326_STAMPING: D 218 1946
 NN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0326+STABILITY: SURFACE MOTION
 NN0326
 NN0326  HISTORY     - Date     Condition        Report By
 NN0326  HISTORY     - 1946     MONUMENTED       CGS
 NN0326  HISTORY     - 1982     GOOD             LOCSUR
 NN0326
 NN0326                          STATION DESCRIPTION
 NN0326
 NN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0326'1.5 MI SE FROM ATKINSON.
 NN0326'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0326'FROM THE STATION AT ATKINSON, HOLT COUNTY, 12 FEET SOUTHWEST OF THE
 NN0326'FIRST POLE SOUTHEAST OF MILEPOST 172, AT THE CROSSING OF A
 NN0326'SECTION-LINE ROAD, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NN0326'TRACK, 47 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST
 NN0326'OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NN0326'POST, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NN0326'D 218 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NN0326'INCHES ABOVE GROUND.
 NN0326
 NN0326                          STATION RECOVERY (1982)
 NN0326
 NN0326'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0405 ***********************************************************************
 NN0405  DESIGNATION -  D 219
 NN0405  PID         -  NN0405
 NN0405  STATE/COUNTY-  NE/HOLT
 NN0405  COUNTRY     -  US
 NN0405  USGS QUAD   -  DUSTIN (2017)
 NN0405
 NN0405                         *CURRENT SURVEY CONTROL
 NN0405  ______________________________________________________________________
 NN0405* NAD 83(1986) POSITION- 42 50 52.19   (N) 099 05 52.51   (W)   HD_HELD1
 NN0405* NAVD 88 ORTHO HEIGHT -   525.126 (meters)     1722.85  (feet) ADJUSTED
 NN0405  ______________________________________________________________________
 NN0405  GEOID HEIGHT    -        -24.948 (meters)                     GEOID18
 NN0405  DYNAMIC HEIGHT  -        524.933 (meters)     1722.22  (feet) COMP
 NN0405  MODELED GRAVITY -    980,237.9   (mgal)                       NAVD 88
 NN0405
 NN0405  VERT ORDER      -  SECOND    CLASS 0
 NN0405
 NN0405.The horizontal coordinates were determined by differentially corrected
 NN0405.hand held GPS observations or other comparable positioning techniques
 NN0405.and have an estimated accuracy of +/- 3 meters.
 NN0405
 NN0405.The orthometric height was determined by differential leveling and
 NN0405.adjusted by the NATIONAL GEODETIC SURVEY
 NN0405.in June 1991.
 NN0405
 NN0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0405.GEOID18 height accuracy estimate available here.
 NN0405
 NN0405.Click photographs - Photos may exist for this station.
 NN0405
 NN0405.The dynamic height is computed by dividing the NAVD 88
 NN0405.geopotential number by the normal gravity value computed on the
 NN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0405.degrees latitude (g = 980.6199 gals.).
 NN0405
 NN0405.The modeled gravity was interpolated from observed gravity values.
 NN0405
 NN0405;                    North         East    Units  Estimated Accuracy
 NN0405;SPC NE       -   335,101.8     573,731.6     MT  (+/- 3 meters HH1 GPS) 
 NN0405
 NN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9199943921(NAD 83)
 NN0405
 NN0405                          SUPERSEDED SURVEY CONTROL
 NN0405
 NN0405  NGVD 29 (??/??/92)  524.878  (m)         1722.04   (f) ADJ UNCH    2 0
 NN0405
 NN0405.Superseded values are not recommended for survey control.
 NN0405
 NN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0405.See file dsdata.pdf to determine how the superseded data were derived.
 NN0405
 NN0405_MARKER: DB = BENCH MARK DISK
 NN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0405_STAMPING: D 219 1946
 NN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0405+STABILITY: SURFACE MOTION
 NN0405
 NN0405  HISTORY     - Date     Condition        Report By
 NN0405  HISTORY     - 1946     MONUMENTED       CGS
 NN0405
 NN0405                          STATION DESCRIPTION
 NN0405
 NN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0405'21 MI N FROM STUART.
 NN0405'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0405'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0405'NO. 20, THENCE NORTH 18.7 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0405'MARK, BENCH MARK IS ABOUT 0.6 MILE SOUTH OF NIOBRARA RIVER
 NN0405'BRIDGE, ABOUT 100 YARDS WEST OF AN EAST-WEST JOG IN THE ROAD,
 NN0405'34.0 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER
 NN0405'LINE OF THE ROAD, 37.0 FEET EAST OF THE EXTENDED CENTER LINE OF A
 NN0405'T ROAD LEADING SOUTH, 14.0 FEET EAST OF THE EAST END OF A WIRE
 NN0405'GATE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 IN X
 NN0405'4 IN MARKER POST.  A BRONZE DISK STAMPED D 219 1946 SET IN THE
 NN0405'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0405'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0367 ***********************************************************************
 NN0367  DESIGNATION -  D 220
 NN0367  PID         -  NN0367
 NN0367  STATE/COUNTY-  NE/ROCK
 NN0367  COUNTRY     -  US
 NN0367  USGS QUAD   -  NEWPORT (2017)
 NN0367
 NN0367                         *CURRENT SURVEY CONTROL
 NN0367  ______________________________________________________________________
 NN0367* NAD 83(1986) POSITION- 42 35 20.     (N) 099 22 17.     (W)   SCALED
 NN0367* NAVD 88 ORTHO HEIGHT -   690.304 (meters)     2264.77  (feet) ADJUSTED
 NN0367  ______________________________________________________________________
 NN0367  GEOID HEIGHT    -        -23.561 (meters)                     GEOID18
 NN0367  DYNAMIC HEIGHT  -        690.028 (meters)     2263.87  (feet) COMP
 NN0367  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 NN0367
 NN0367  VERT ORDER      -  FIRST     CLASS II
 NN0367
 NN0367.The horizontal coordinates were scaled from a map and have
 NN0367.an estimated accuracy of +/- 6 seconds.
 NN0367
 NN0367.The orthometric height was determined by differential leveling and
 NN0367.adjusted by the NATIONAL GEODETIC SURVEY
 NN0367.in June 1991.
 NN0367
 NN0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0367.GEOID18 height accuracy estimate available here.
 NN0367
 NN0367.Click photographs - Photos may exist for this station.
 NN0367
 NN0367.The dynamic height is computed by dividing the NAVD 88
 NN0367.geopotential number by the normal gravity value computed on the
 NN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0367.degrees latitude (g = 980.6199 gals.).
 NN0367
 NN0367.The modeled gravity was interpolated from observed gravity values.
 NN0367
 NN0367;                    North         East    Units  Estimated Accuracy
 NN0367;SPC NE       -   306,140.      551,590.      MT  (+/- 180 meters Scaled)
 NN0367
 NN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN695152(NAD 83)
 NN0367
 NN0367                          SUPERSEDED SURVEY CONTROL
 NN0367
 NN0367  NGVD 29 (??/??/92)  690.065  (m)         2263.99   (f) ADJ UNCH    1 2
 NN0367
 NN0367.Superseded values are not recommended for survey control.
 NN0367
 NN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0367.See file dsdata.pdf to determine how the superseded data were derived.
 NN0367
 NN0367_MARKER: DB = BENCH MARK DISK
 NN0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0367_STAMPING: D 220 1946
 NN0367_MARK LOGO: CGS
 NN0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0367+STABILITY: SURFACE MOTION
 NN0367
 NN0367  HISTORY     - Date     Condition        Report By
 NN0367  HISTORY     - 1946     MONUMENTED       CGS
 NN0367  HISTORY     - 1976     GOOD             NGS
 NN0367
 NN0367                          STATION DESCRIPTION
 NN0367
 NN0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0367'0.5 MI S FROM NEWPORT.
 NN0367'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0367'NEWPORT, ROCK COUNTY, THENCE 2.3 MILES WEST ALONG U.S. HIGHWAY
 NN0367'20, 100 YARDS EAST OF A NORTH-AND-SOUTH FENCE LINE, 75 FEET
 NN0367'SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF A CULVERT,
 NN0367'48.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH
 NN0367'OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND
 NN0367'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 220
 NN0367'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NN0367'ABOVE GROUND.
 NN0367
 NN0367                          STATION RECOVERY (1976)
 NN0367
 NN0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0368 ***********************************************************************
 NN0368  DESIGNATION -  D 220 RESET
 NN0368  PID         -  NN0368
 NN0368  STATE/COUNTY-  NE/ROCK
 NN0368  COUNTRY     -  US
 NN0368  USGS QUAD   -  NEWPORT (2017)
 NN0368
 NN0368                         *CURRENT SURVEY CONTROL
 NN0368  ______________________________________________________________________
 NN0368* NAD 83(1986) POSITION- 42 35 20.08   (N) 099 22 17.07   (W)   HD_HELD1
 NN0368* NAVD 88 ORTHO HEIGHT -   690.20  (+/-2cm)     2264.4   (feet) VERTCON
 NN0368  ______________________________________________________________________
 NN0368  GEOID HEIGHT    -        -23.561 (meters)                     GEOID18
 NN0368  VERT ORDER      -  THIRD (See Below)
 NN0368
 NN0368.The horizontal coordinates were determined by differentially corrected
 NN0368.hand held GPS observations or other comparable positioning techniques
 NN0368.and have an estimated accuracy of +/- 3 meters.
 NN0368
 NN0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0368
 NN0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0368.GEOID18 height accuracy estimate available here.
 NN0368
 NN0368.The vertical order pertains to the NGVD 29 superseded value.
 NN0368
 NN0368.Click photographs - Photos may exist for this station.
 NN0368
 NN0368;                    North         East    Units  Estimated Accuracy
 NN0368;SPC NE       -   306,145.3     551,587.5     MT  (+/- 3 meters HH1 GPS) 
 NN0368
 NN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6952615232(NAD 83)
 NN0368
 NN0368                          SUPERSEDED SURVEY CONTROL
 NN0368
 NN0368  NGVD 29 (01/31/13)  689.96   (m)         2263.6    (f) RESET       3  
 NN0368
 NN0368.Superseded values are not recommended for survey control.
 NN0368
 NN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0368.See file dsdata.pdf to determine how the superseded data were derived.
 NN0368
 NN0368_MARKER: DV = VERTICAL CONTROL DISK
 NN0368_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0368+WITH SETTING: INTO GROUND
 NN0368_STAMPING: D 220 RESET 1976
 NN0368_MARK LOGO: NGS
 NN0368_PROJECTION: RECESSED 2 CENTIMETERS
 NN0368_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0368+STABILITY: SURFACE MOTION
 NN0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0368+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0368
 NN0368  HISTORY     - Date     Condition        Report By
 NN0368  HISTORY     - 1976     MONUMENTED       NGS
 NN0368  HISTORY     - 1982     GOOD             LOCSUR
 NN0368  HISTORY     - 20210707 GOOD             NEGS
 NN0368
 NN0368                          STATION DESCRIPTION
 NN0368
 NN0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0368'2.8 MI SW FROM NEWPORT.
 NN0368'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0368'NEWPORT, ROCK COUNTY, THENCE 2.3 MILES WEST ALONG U.S. HIGHWAY
 NN0368'20, 85.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 48 FEET WEST
 NN0368'OF A ROADWAY CULVERT AND 1 FOOT NORTH OF A METAL WITNESS POST
 NN0368'IN AN EAST-WEST FENCE.  A STANDARD BENCH MARK DISK STAMPED,
 NN0368'D 220 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0368'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE
 NN0368'WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
 NN0368
 NN0368                          STATION RECOVERY (1982)
 NN0368
 NN0368'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0368'RECOVERED IN GOOD CONDITION.
 NN0368
 NN0368                          STATION RECOVERY (2021)
 NN0368
 NN0368'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0368'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0368'AT NEWPORT, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 2.5 MI (4.0
 NN0368'KM) TO MILE POST 267.89 AND THE MARK ON THE LEFT, SOUTH, IN A ROW
 NN0368'FENCE LINE.  THE MARK IS 62.4 FT (19.0 M) SOUTH-SOUTHWEST OF THE SOUTH
 NN0368'END OF A CORRUGATED METAL CULVERT PIPE WITH A FLARED END SECTION, 85.5
 NN0368'FT (26.1 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 0.5 FT (15 CM)
 NN0368'NORTH OF A METAL WITNESS POST WITH ITS SIGN MISSING AND 1.5 FT (0.5 M)
 NN0368'WEST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1242 ***********************************************************************
 NM1242  DESIGNATION -  D 221
 NM1242  PID         -  NM1242
 NM1242  STATE/COUNTY-  NE/PIERCE
 NM1242  COUNTRY     -  US
 NM1242  USGS QUAD   -  PIERCE (2017)
 NM1242
 NM1242                         *CURRENT SURVEY CONTROL
 NM1242  ______________________________________________________________________
 NM1242* NAD 83(1986) POSITION- 42 13 48.     (N) 097 35 08.     (W)   SCALED
 NM1242* NAVD 88 ORTHO HEIGHT -   491.840 (meters)     1613.65  (feet) ADJUSTED
 NM1242  ______________________________________________________________________
 NM1242  GEOID HEIGHT    -        -24.956 (meters)                     GEOID18
 NM1242  DYNAMIC HEIGHT  -        491.653 (meters)     1613.03  (feet) COMP
 NM1242  MODELED GRAVITY -    980,226.4   (mgal)                       NAVD 88
 NM1242
 NM1242  VERT ORDER      -  FIRST     CLASS II
 NM1242
 NM1242.The horizontal coordinates were scaled from a map and have
 NM1242.an estimated accuracy of +/- 6 seconds.
 NM1242
 NM1242.The orthometric height was determined by differential leveling and
 NM1242.adjusted by the NATIONAL GEODETIC SURVEY
 NM1242.in June 1991.
 NM1242
 NM1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1242.GEOID18 height accuracy estimate available here.
 NM1242
 NM1242.Click photographs - Photos may exist for this station.
 NM1242
 NM1242.The dynamic height is computed by dividing the NAVD 88
 NM1242.geopotential number by the normal gravity value computed on the
 NM1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1242.degrees latitude (g = 980.6199 gals.).
 NM1242
 NM1242.The modeled gravity was interpolated from observed gravity values.
 NM1242
 NM1242;                    North         East    Units  Estimated Accuracy
 NM1242;SPC NE       -   268,880.      699,240.      MT  (+/- 180 meters Scaled)
 NM1242
 NM1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM167762(NAD 83)
 NM1242
 NM1242                          SUPERSEDED SURVEY CONTROL
 NM1242
 NM1242  NGVD 29 (??/??/92)  491.664  (m)         1613.07   (f) ADJ UNCH    1 2
 NM1242
 NM1242.Superseded values are not recommended for survey control.
 NM1242
 NM1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1242.See file dsdata.pdf to determine how the superseded data were derived.
 NM1242
 NM1242_MARKER: DB = BENCH MARK DISK
 NM1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1242_SP_SET: BRIDGE
 NM1242_STAMPING: D 221 1946
 NM1242_MARK LOGO: CGS
 NM1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1242
 NM1242  HISTORY     - Date     Condition        Report By
 NM1242  HISTORY     - 1946     MONUMENTED       CGS
 NM1242  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1242
 NM1242                          STATION DESCRIPTION
 NM1242
 NM1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1242'3.8 MI NW FROM PIERCE.
 NM1242'ABOUT 3.8 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 13 FROM
 NM1242'THE PIERCE COUNTY COURTHOUSE AT PIERCE, 67 FEET SOUTHWEST
 NM1242'OF THE NORTHWEST END OF THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1242'TRESTLE NO. 35, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 NM1242'HIGHWAY.  A BRONZE DISC STAMPED D 221 1946 AND SET IN THE
 NM1242'NORTHWEST END OF THE SOUTHEAST WINGWALL OF A 20 FOOT CONCRETE
 NM1242'HIGHWAY BRIDGE.
 NM1242
 NM1242                          STATION RECOVERY (1999)
 NM1242
 NM1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1242'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1243 ***********************************************************************
 NM1243  DESIGNATION -  D 221 RESET
 NM1243  PID         -  NM1243
 NM1243  STATE/COUNTY-  NE/PIERCE
 NM1243  COUNTRY     -  US
 NM1243  USGS QUAD   -  PIERCE (2017)
 NM1243
 NM1243                         *CURRENT SURVEY CONTROL
 NM1243  ______________________________________________________________________
 NM1243* NAD 83(1986) POSITION- 42 13 48.     (N) 097 35 08.     (W)   SCALED
 NM1243* NAVD 88 ORTHO HEIGHT -   491.687 (meters)     1613.14  (feet) ADJUSTED
 NM1243  ______________________________________________________________________
 NM1243  GEOID HEIGHT    -        -24.956 (meters)                     GEOID18
 NM1243  DYNAMIC HEIGHT  -        491.500 (meters)     1612.53  (feet) COMP
 NM1243  MODELED GRAVITY -    980,226.4   (mgal)                       NAVD 88
 NM1243
 NM1243  VERT ORDER      -  SECOND    CLASS I
 NM1243
 NM1243.The horizontal coordinates were scaled from a map and have
 NM1243.an estimated accuracy of +/- 6 seconds.
 NM1243
 NM1243.The orthometric height was determined by differential leveling and
 NM1243.adjusted by the NATIONAL GEODETIC SURVEY
 NM1243.in July 2002.
 NM1243
 NM1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1243.GEOID18 height accuracy estimate available here.
 NM1243
 NM1243.Click photographs - Photos may exist for this station.
 NM1243
 NM1243.The dynamic height is computed by dividing the NAVD 88
 NM1243.geopotential number by the normal gravity value computed on the
 NM1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1243.degrees latitude (g = 980.6199 gals.).
 NM1243
 NM1243.The modeled gravity was interpolated from observed gravity values.
 NM1243
 NM1243;                    North         East    Units  Estimated Accuracy
 NM1243;SPC NE       -   268,880.      699,240.      MT  (+/- 180 meters Scaled)
 NM1243
 NM1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM167762(NAD 83)
 NM1243
 NM1243                          SUPERSEDED SURVEY CONTROL
 NM1243
 NM1243  NAVD 88 (01/31/13)  491.704  (m)         1613.20   (f) SUPERSEDED  3 0
 NM1243  NGVD 29 (??/??/??)  491.53   (m)         1612.6    (f) RESET       3  
 NM1243
 NM1243.Superseded values are not recommended for survey control.
 NM1243
 NM1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1243.See file dsdata.pdf to determine how the superseded data were derived.
 NM1243
 NM1243_MARKER: DB = BENCH MARK DISK
 NM1243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1243_SP_SET: CULVERT HEADWALL
 NM1243_STAMPING: D 221 1946 RESET 1959
 NM1243_MARK LOGO: CGS
 NM1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1243+STABILITY: SURFACE MOTION
 NM1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1243+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1243
 NM1243  HISTORY     - Date     Condition        Report By
 NM1243  HISTORY     - 1959     MONUMENTED       NEDR
 NM1243  HISTORY     - 1983     GOOD             LOCSUR
 NM1243  HISTORY     - 19991025 GOOD             NGS
 NM1243
 NM1243                          STATION DESCRIPTION
 NM1243
 NM1243'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1243'3.8 MI NW FROM PIERCE.
 NM1243'ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 13 FROM THE COUNTY
 NM1243'COURTHOUSE IN PIERCE, 63 FEET SOUTHWEST OF THE CENTER OF A
 NM1243'CHICAGO AND NORTHWESTERN RAILWAY TRESTLE 35, AT A TWIN 10 FT
 NM1243'BY 3 FT BY 60 FT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHEAST
 NM1243'END OF THE NORTHEAST PARAPET AND 30 FEET NORTHEAST OF THE
 NM1243'CENTERLINE OF THE HIGHWAY.
 NM1243
 NM1243                          STATION RECOVERY (1983)
 NM1243
 NM1243'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1243'RECOVERED IN GOOD CONDITION.
 NM1243
 NM1243                          STATION RECOVERY (1999)
 NM1243
 NM1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1243'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1243'IN PIERCE, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END
 NM1243'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 9.1
 NM1243'M (29.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 NM1243'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A REFLECTOR
 NM1243'POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0140 ***********************************************************************
 NN0140  DESIGNATION -  D 222
 NN0140  PID         -  NN0140
 NN0140  STATE/COUNTY-  NE/ANTELOPE
 NN0140  COUNTRY     -  US
 NN0140  USGS QUAD   -  ROYAL (2017)
 NN0140
 NN0140                         *CURRENT SURVEY CONTROL
 NN0140  ______________________________________________________________________
 NN0140* NAD 83(1986) POSITION- 42 20 08.     (N) 098 00 36.     (W)   SCALED
 NN0140* NAVD 88 ORTHO HEIGHT -   557.594 (meters)     1829.37  (feet) ADJUSTED
 NN0140  ______________________________________________________________________
 NN0140  GEOID HEIGHT    -        -24.983 (meters)                     GEOID18
 NN0140  DYNAMIC HEIGHT  -        557.375 (meters)     1828.65  (feet) COMP
 NN0140  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 NN0140
 NN0140  VERT ORDER      -  FIRST     CLASS II
 NN0140
 NN0140.The horizontal coordinates were scaled from a map and have
 NN0140.an estimated accuracy of +/- 6 seconds.
 NN0140
 NN0140.The orthometric height was determined by differential leveling and
 NN0140.adjusted by the NATIONAL GEODETIC SURVEY
 NN0140.in June 1991.
 NN0140
 NN0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0140.GEOID18 height accuracy estimate available here.
 NN0140
 NN0140.Click photographs - Photos may exist for this station.
 NN0140
 NN0140.The dynamic height is computed by dividing the NAVD 88
 NN0140.geopotential number by the normal gravity value computed on the
 NN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0140.degrees latitude (g = 980.6199 gals.).
 NN0140
 NN0140.The modeled gravity was interpolated from observed gravity values.
 NN0140
 NN0140;                    North         East    Units  Estimated Accuracy
 NN0140;SPC NE       -   279,710.      663,950.      MT  (+/- 180 meters Scaled)
 NN0140
 NN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM815875(NAD 83)
 NN0140
 NN0140                          SUPERSEDED SURVEY CONTROL
 NN0140
 NN0140  NGVD 29 (??/??/92)  557.396  (m)         1828.72   (f) ADJ UNCH    1 2
 NN0140
 NN0140.Superseded values are not recommended for survey control.
 NN0140
 NN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0140.See file dsdata.pdf to determine how the superseded data were derived.
 NN0140
 NN0140_MARKER: DB = BENCH MARK DISK
 NN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0140_STAMPING: D 222 1946
 NN0140_MARK LOGO: CGS
 NN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0140+STABILITY: SURFACE MOTION
 NN0140
 NN0140  HISTORY     - Date     Condition        Report By
 NN0140  HISTORY     - 1946     MONUMENTED       CGS
 NN0140
 NN0140                          STATION DESCRIPTION
 NN0140
 NN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0140'2 MI W FROM BRUNSWICK.
 NN0140'2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 NN0140'BRUNSWICK, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0140'DIRT ROAD, 45 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 30
 NN0140'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET WEST
 NN0140'OF A POLE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NN0140'WITH THE GRAVEL ROAD.  A STANDARD DISK, STAMPED D 222 1946 AND
 NN0140'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0140'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0379 ***********************************************************************
 NN0379  DESIGNATION -  D 223
 NN0379  PID         -  NN0379
 NN0379  STATE/COUNTY-  NE/KEYA PAHA
 NN0379  COUNTRY     -  US
 NN0379  USGS QUAD   -  JAMISON (2017)
 NN0379
 NN0379                         *CURRENT SURVEY CONTROL
 NN0379  ______________________________________________________________________
 NN0379* NAD 83(1986) POSITION- 42 57 57.     (N) 099 20 17.     (W)   SCALED
 NN0379* NAVD 88 ORTHO HEIGHT -   638.494 (meters)     2094.79  (feet) ADJUSTED
 NN0379  ______________________________________________________________________
 NN0379  GEOID HEIGHT    -        -25.004 (meters)                     GEOID18
 NN0379  DYNAMIC HEIGHT  -        638.249 (meters)     2093.99  (feet) COMP
 NN0379  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 NN0379
 NN0379  VERT ORDER      -  SECOND    CLASS 0
 NN0379
 NN0379.The horizontal coordinates were scaled from a map and have
 NN0379.an estimated accuracy of +/- 6 seconds.
 NN0379
 NN0379.The orthometric height was determined by differential leveling and
 NN0379.adjusted by the NATIONAL GEODETIC SURVEY
 NN0379.in June 1991.
 NN0379
 NN0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0379.GEOID18 height accuracy estimate available here.
 NN0379
 NN0379.Click photographs - Photos may exist for this station.
 NN0379
 NN0379.The dynamic height is computed by dividing the NAVD 88
 NN0379.geopotential number by the normal gravity value computed on the
 NN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0379.degrees latitude (g = 980.6199 gals.).
 NN0379
 NN0379.The modeled gravity was interpolated from observed gravity values.
 NN0379
 NN0379;                    North         East    Units  Estimated Accuracy
 NN0379;SPC NE       -   348,030.      554,000.      MT  (+/- 180 meters Scaled)
 NN0379
 NN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN724570(NAD 83)
 NN0379
 NN0379                          SUPERSEDED SURVEY CONTROL
 NN0379
 NN0379  NGVD 29 (??/??/92)  638.196  (m)         2093.81   (f) ADJ UNCH    2 0
 NN0379
 NN0379.Superseded values are not recommended for survey control.
 NN0379
 NN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0379.See file dsdata.pdf to determine how the superseded data were derived.
 NN0379
 NN0379_MARKER: DB = BENCH MARK DISK
 NN0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0379_STAMPING: D 223 1946
 NN0379_MARK LOGO: CGS
 NN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0379+STABILITY: SURFACE MOTION
 NN0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0379+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 NN0379
 NN0379  HISTORY     - Date     Condition        Report By
 NN0379  HISTORY     - 1946     MONUMENTED       CGS
 NN0379  HISTORY     - 20141210 GOOD             INDIV
 NN0379
 NN0379                          STATION DESCRIPTION
 NN0379
 NN0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0379'2.5 MI N FROM BROCKSBURG.
 NN0379'ALONG A GRADED COUNTY ROAD, 2.5 MILES NORTH OF BROCKSBURG
 NN0379'SCHOOL, 3.5 MILES SOUTHWEST OF JAMISON POST OFFICE, 33 FEET
 NN0379'WEST OF THE CENTER OF THE ROAD, 15 FEET SOUTH OF THE SOUTH END
 NN0379'OF A GATE, 2 FEET WEST OF A FENCE, 2 FEET WEST OF WITNESS POST.
 NN0379'A BRONZE DISK STAMPED D223 1946 SET IN TOP OF CONCRETE POST.
 NN0379
 NN0379                          STATION RECOVERY (2014)
 NN0379
 NN0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0379'FOUND IN GOOD CONDITION, PROJECTS 0.3 ABOVE SURFACE IN PASTURE,34 FT.
 NN0379'SOUTH OF EAST-WEST FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0552 ***********************************************************************
 NN0552  DESIGNATION -  D 224
 NN0552  PID         -  NN0552
 NN0552  STATE/COUNTY-  NE/KEYA PAHA
 NN0552  COUNTRY     -  US
 NN0552  USGS QUAD   -  BURTON (2017)
 NN0552
 NN0552                         *CURRENT SURVEY CONTROL
 NN0552  ______________________________________________________________________
 NN0552* NAD 83(1986) POSITION- 42 54 46.     (N) 099 35 30.     (W)   SCALED
 NN0552* NAVD 88 ORTHO HEIGHT -   652.319 (meters)     2140.15  (feet) ADJUSTED
 NN0552  ______________________________________________________________________
 NN0552  GEOID HEIGHT    -        -24.254 (meters)                     GEOID18
 NN0552  DYNAMIC HEIGHT  -        652.067 (meters)     2139.32  (feet) COMP
 NN0552  MODELED GRAVITY -    980,213.2   (mgal)                       NAVD 88
 NN0552
 NN0552  VERT ORDER      -  FIRST     CLASS II
 NN0552
 NN0552.The horizontal coordinates were scaled from a map and have
 NN0552.an estimated accuracy of +/- 6 seconds.
 NN0552
 NN0552.The orthometric height was determined by differential leveling and
 NN0552.adjusted by the NATIONAL GEODETIC SURVEY
 NN0552.in June 1991.
 NN0552
 NN0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0552.GEOID18 height accuracy estimate available here.
 NN0552
 NN0552.Click photographs - Photos may exist for this station.
 NN0552
 NN0552.The dynamic height is computed by dividing the NAVD 88
 NN0552.geopotential number by the normal gravity value computed on the
 NN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0552.degrees latitude (g = 980.6199 gals.).
 NN0552
 NN0552.The modeled gravity was interpolated from observed gravity values.
 NN0552
 NN0552;                    North         East    Units  Estimated Accuracy
 NN0552;SPC NE       -   342,010.      533,340.      MT  (+/- 180 meters Scaled)
 NN0552
 NN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN517512(NAD 83)
 NN0552
 NN0552                          SUPERSEDED SURVEY CONTROL
 NN0552
 NN0552  NGVD 29 (??/??/92)  652.033  (m)         2139.21   (f) ADJ UNCH    1 2
 NN0552
 NN0552.Superseded values are not recommended for survey control.
 NN0552
 NN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0552.See file dsdata.pdf to determine how the superseded data were derived.
 NN0552
 NN0552_MARKER: DB = BENCH MARK DISK
 NN0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0552_STAMPING: D 224 1946
 NN0552_MARK LOGO: CGS
 NN0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0552+STABILITY: SURFACE MOTION
 NN0552
 NN0552  HISTORY     - Date     Condition        Report By
 NN0552  HISTORY     - 1946     MONUMENTED       CGS
 NN0552
 NN0552                          STATION DESCRIPTION
 NN0552
 NN0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0552'AT BURTON SCHOOL.
 NN0552'AT BURTON, IN THE SOUTH SIDE OF THE SCHOOL YARD, 103 FEET SOUTH
 NN0552'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 93 FEET WEST
 NN0552'OF THE CENTER OF A ROAD LEADING NORTH, 10 FEET EAST OF A
 NN0552'TELEPHONE POLE, 2 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1181 ***********************************************************************
 NM1181  DESIGNATION -  D 225
 NM1181  PID         -  NM1181
 NM1181  STATE/COUNTY-  NE/WAYNE
 NM1181  COUNTRY     -  US
 NM1181  USGS QUAD   -  WINSIDE (2017)
 NM1181
 NM1181                         *CURRENT SURVEY CONTROL
 NM1181  ______________________________________________________________________
 NM1181* NAD 83(1986) POSITION- 42 09 49.     (N) 097 13 21.     (W)   SCALED
 NM1181* NAVD 88 ORTHO HEIGHT -   493.068 (meters)     1617.67  (feet) ADJUSTED
 NM1181  ______________________________________________________________________
 NM1181  GEOID HEIGHT    -        -24.810 (meters)                     GEOID18
 NM1181  DYNAMIC HEIGHT  -        492.884 (meters)     1617.07  (feet) COMP
 NM1181  MODELED GRAVITY -    980,233.3   (mgal)                       NAVD 88
 NM1181
 NM1181  VERT ORDER      -  FIRST     CLASS II
 NM1181
 NM1181.The horizontal coordinates were scaled from a map and have
 NM1181.an estimated accuracy of +/- 6 seconds.
 NM1181
 NM1181.The orthometric height was determined by differential leveling and
 NM1181.adjusted by the NATIONAL GEODETIC SURVEY
 NM1181.in June 1991.
 NM1181
 NM1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1181.GEOID18 height accuracy estimate available here.
 NM1181
 NM1181.Click photographs - Photos may exist for this station.
 NM1181
 NM1181.The dynamic height is computed by dividing the NAVD 88
 NM1181.geopotential number by the normal gravity value computed on the
 NM1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1181.degrees latitude (g = 980.6199 gals.).
 NM1181
 NM1181.The modeled gravity was interpolated from observed gravity values.
 NM1181
 NM1181;                    North         East    Units  Estimated Accuracy
 NM1181;SPC NE       -   262,410.      729,430.      MT  (+/- 180 meters Scaled)
 NM1181
 NM1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM468694(NAD 83)
 NM1181
 NM1181                          SUPERSEDED SURVEY CONTROL
 NM1181
 NM1181  NGVD 29 (??/??/92)  492.875  (m)         1617.04   (f) ADJ UNCH    1 2
 NM1181
 NM1181.Superseded values are not recommended for survey control.
 NM1181
 NM1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1181.See file dsdata.pdf to determine how the superseded data were derived.
 NM1181
 NM1181_MARKER: DB = BENCH MARK DISK
 NM1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1181_STAMPING: D 225 1947
 NM1181_MARK LOGO: CGS
 NM1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1181+STABILITY: SURFACE MOTION
 NM1181
 NM1181  HISTORY     - Date     Condition        Report By
 NM1181  HISTORY     - 1947     MONUMENTED       CGS
 NM1181  HISTORY     - 1963     MARK NOT FOUND   CGS
 NM1181
 NM1181                          STATION DESCRIPTION
 NM1181
 NM1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1181'2.9 MI SW FROM WINSIDE.
 NM1181'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1181'OMAHA RAILWAY FROM THE STATION AT WINSIDE, 250.0 FEET NORTHEAST
 NM1181'OF THE CENTER OF A COUNTY DIRT ROAD CROSSING 82.5 FEET WEST OF A
 NM1181'POINT AT THE CENTER LINE OF THE TRACK AND DIRECTLY BELOW THE CENTER
 NM1181'LINE OF THE TRACK AND DIRECTLY BELOW THE CENTER WIRE OF A THREE
 NM1181'WIRE POWER LINE, 41.0 FEET WEST OF MILE POST EMR 31, 34.2 FEET
 NM1181'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK 11.0 FEET SOUTHWEST
 NM1181'OF THE NORTHWEST RIGHT OF WAY FENCE, 2.2 FEET NORTHEAST OF A
 NM1181'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK
 NM1181'AND PROJECTING 0.3 FOOT.
 NM1181
 NM1181                          STATION RECOVERY (1963)
 NM1181
 NM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NM1181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0500 ***********************************************************************
 NN0500  DESIGNATION -  D 226
 NN0500  PID         -  NN0500
 NN0500  STATE/COUNTY-  NE/BROWN
 NN0500  COUNTRY     -  US
 NN0500  USGS QUAD   -  LONG PINE (2017)
 NN0500
 NN0500                         *CURRENT SURVEY CONTROL
 NN0500  ______________________________________________________________________
 NN0500* NAD 83(1986) POSITION- 42 32 44.     (N) 099 42 02.     (W)   SCALED
 NN0500* NAVD 88 ORTHO HEIGHT -   727.092 (meters)     2385.47  (feet) ADJUSTED
 NN0500  ______________________________________________________________________
 NN0500  GEOID HEIGHT    -        -22.905 (meters)                     GEOID18
 NN0500  DYNAMIC HEIGHT  -        726.790 (meters)     2384.48  (feet) COMP
 NN0500  MODELED GRAVITY -    980,181.4   (mgal)                       NAVD 88
 NN0500
 NN0500  VERT ORDER      -  FIRST     CLASS II
 NN0500
 NN0500.The horizontal coordinates were scaled from a map and have
 NN0500.an estimated accuracy of +/- 6 seconds.
 NN0500
 NN0500.The orthometric height was determined by differential leveling and
 NN0500.adjusted by the NATIONAL GEODETIC SURVEY
 NN0500.in June 1991.
 NN0500
 NN0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0500.GEOID18 height accuracy estimate available here.
 NN0500
 NN0500.Click photographs - Photos may exist for this station.
 NN0500
 NN0500.The dynamic height is computed by dividing the NAVD 88
 NN0500.geopotential number by the normal gravity value computed on the
 NN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0500.degrees latitude (g = 980.6199 gals.).
 NN0500
 NN0500.The modeled gravity was interpolated from observed gravity values.
 NN0500
 NN0500;                    North         East    Units  Estimated Accuracy
 NN0500;SPC NE       -   301,190.      524,590.      MT  (+/- 180 meters Scaled)
 NN0500
 NN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN424105(NAD 83)
 NN0500
 NN0500                          SUPERSEDED SURVEY CONTROL
 NN0500
 NN0500  NGVD 29 (??/??/92)  726.815  (m)         2384.56   (f) ADJ UNCH    1 2
 NN0500
 NN0500.Superseded values are not recommended for survey control.
 NN0500
 NN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0500.See file dsdata.pdf to determine how the superseded data were derived.
 NN0500
 NN0500_MARKER: DB = BENCH MARK DISK
 NN0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0500_STAMPING: D 226 1946
 NN0500_MARK LOGO: CGS
 NN0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0500+STABILITY: SURFACE MOTION
 NN0500
 NN0500  HISTORY     - Date     Condition        Report By
 NN0500  HISTORY     - 1946     MONUMENTED       CGS
 NN0500
 NN0500                          STATION DESCRIPTION
 NN0500
 NN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0500'0.9 MI N FROM LONG PINE.
 NN0500'0.9 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM
 NN0500'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE,
 NN0500'BROWN COUNTY, 0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 20,
 NN0500'49 FEET SOUTHEAST OF A SLOW SIGN, 45 FEET EAST OF THE CENTERLINE
 NN0500'OF THE HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0500'SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN
 NN0500'THE HIGHWAY.  A STANDARD DISK, STAMPED D 226 1946 AND SET
 NN0500'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0013 ***********************************************************************
 NO0013  DESIGNATION -  D 227
 NO0013  PID         -  NO0013
 NO0013  STATE/COUNTY-  NE/BROWN
 NO0013  COUNTRY     -  US
 NO0013  USGS QUAD   -  JOHNSTOWN (2017)
 NO0013
 NO0013                         *CURRENT SURVEY CONTROL
 NO0013  ______________________________________________________________________
 NO0013* NAD 83(1995) POSITION- 42 34 48.66849(N) 100 07 05.40861(W)   ADJUSTED
 NO0013* NAD 83(1995) ELLIP HT-   778.730 (meters)        (06/27/02)   ADJUSTED
 NO0013* NAVD 88 ORTHO HEIGHT -   800.922 (meters)     2627.69  (feet) ADJUSTED
 NO0013  ______________________________________________________________________
 NO0013  GEOID HEIGHT    -        -22.192 (meters)                     GEOID18
 NO0013  NAD 83(1995) X  -   -826,430.071 (meters)                     COMP
 NO0013  NAD 83(1995) Y  - -4,631,045.467 (meters)                     COMP
 NO0013  NAD 83(1995) Z  -  4,293,804.595 (meters)                     COMP
 NO0013  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 NO0013  DYNAMIC HEIGHT  -        800.584 (meters)     2626.58  (feet) COMP
 NO0013  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 NO0013
 NO0013  HORZ ORDER      -  FIRST
 NO0013  VERT ORDER      -  FIRST     CLASS II
 NO0013  ELLP ORDER      -  FOURTH    CLASS I
 NO0013
 NO0013.The horizontal coordinates were established by GPS observations
 NO0013.and adjusted by the National Geodetic Survey in August 1997.
 NO0013
 NO0013.The orthometric height was determined by differential leveling and
 NO0013.adjusted by the NATIONAL GEODETIC SURVEY
 NO0013.in June 1991.
 NO0013
 NO0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0013.GEOID18 height accuracy estimate available here.
 NO0013
 NO0013.Click photographs - Photos may exist for this station.
 NO0013
 NO0013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0013
 NO0013.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0013
 NO0013.The ellipsoidal height was determined by GPS observations
 NO0013.and is referenced to NAD 83.
 NO0013
 NO0013.The dynamic height is computed by dividing the NAVD 88
 NO0013.geopotential number by the normal gravity value computed on the
 NO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0013.degrees latitude (g = 980.6199 gals.).
 NO0013
 NO0013.The modeled gravity was interpolated from observed gravity values.
 NO0013
 NO0013. The following values were computed from the NAD 83(1995) position.
 NO0013
 NO0013;                    North         East     Units Scale Factor Converg.
 NO0013;SPC NE       -   304,995.332   490,300.648   MT  0.99983468   -0 04 41.9
 NO0013;SPC NE       - 1,000,638.85  1,608,594.71   sFT  0.99983468   -0 04 41.9
 NO0013;UTM  14      - 4,714,802.712   408,241.353   MT  0.99970359   -0 45 23.9
 NO0013
 NO0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0013!SPC NE       -   0.99987789  x   0.99983468  =   0.99971259
 NO0013!UTM  14      -   0.99987789  x   0.99970359  =   0.99958151
 NO0013
 NO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0824114802(NAD 83)
 NO0013
 NO0013                          SUPERSEDED SURVEY CONTROL
 NO0013
 NO0013  ELLIP H (08/18/97)  778.777  (m)                       GP(       ) 4 1
 NO0013  NAD 83(1986)-  42 34 48.67466(N)    100 07 05.42037(W) AD(       ) 1
 NO0013  NGVD 29 (??/??/92)  800.629  (m)         2626.73   (f) ADJ UNCH    1 2
 NO0013  NGVD 29 (02/23/90)  801.     (m)  RAPSU86  model used  GPS OBS        
 NO0013
 NO0013.Superseded values are not recommended for survey control.
 NO0013
 NO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0013.See file dsdata.pdf to determine how the superseded data were derived.
 NO0013
 NO0013_MARKER: DB = BENCH MARK DISK
 NO0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0013_STAMPING: D 227 1946
 NO0013_MARK LOGO: CGS
 NO0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0013+STABILITY: SURFACE MOTION
 NO0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0013+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 NO0013
 NO0013  HISTORY     - Date     Condition        Report By
 NO0013  HISTORY     - 1946     MONUMENTED       CGS
 NO0013  HISTORY     - 1975     GOOD             NGS
 NO0013  HISTORY     - 19890502 GOOD             NGS
 NO0013  HISTORY     - 20230803 GOOD             NEGS
 NO0013
 NO0013                          STATION DESCRIPTION
 NO0013
 NO0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0013'3.7 MI W FROM JOHNSTOWN.
 NO0013'3.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0013'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, 109 FEET
 NO0013'EAST OF A CURVE SIGN, 76 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0013'HIGHWAY, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE C. AND N.W.
 NO0013'RY. TRACK, 18 FEET SOUTHWEST OF A POLE, 1 FOOT SOUTHEAST OF A
 NO0013'WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY.
 NO0013'A STANDARD DISK, STAMPED D 227 1946 AND SET IN THE TOP OF A
 NO0013'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0013
 NO0013                          STATION RECOVERY (1975)
 NO0013
 NO0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0013'RECOVERED IN GOOD CONDITION.
 NO0013
 NO0013                          STATION RECOVERY (1989)
 NO0013
 NO0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0013'THE STATION IS LOCATED 5 KM (3.10 MI) WEST OF JOHNSTOWN, 1.6 KM
 NO0013'(1.00 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 20 AND PLUM CREEK,
 NO0013'IN A GRASSY MEDIAN OF THE HIGHWAY AND A RAILROAD TRACK.
 NO0013'OWNERSHIP--CHICAGO AND NORTHWESTERN RAILWAY.
 NO0013'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND MAIN
 NO0013'STREET AT A SMALL PARK IN JOHNSTOWN, GO WEST ON US HIGHWAY 20 FOR 3.96
 NO0013'KM (2.45 MI) TO A BRIDGE OVER PLUM CREEK.  CONTINUE AHEAD FOR 1.69 KM
 NO0013'(1.05 MI) TO THE STATION ON THE RIGHT.
 NO0013'THE STATION IS SET 23.0 M (75.5 FT) NORTHEAST OF THE HIGHWAY
 NO0013'CENTERLINE, 16.9 M (55.4 FT) SOUTHWEST OF AND 2 M (6.6 FT) HIGHER THAN
 NO0013'THE SOUTHWEST RAIL OF THE TRACK, 4.8 M (15.7 FT) SOUTH-SOUTHWEST OF A
 NO0013'UTILITY POLE, 0.4 M (1.3 FT) SOUTHEAST OF A WOODEN WITNESS POST, 0.3 M
 NO0013'(1.0 FT) NORTHWEST OF A METAL WITNESS POST, 1 M (3.3 FT) HIGHER THAN
 NO0013'THE LEVEL OF THE HIGHWAY AND PROJECTS 1 CM.
 NO0013'DESCRIBED BY G.R.HEID,  TYPED BY R.D.BALL.
 NO0013
 NO0013                          STATION RECOVERY (2023)
 NO0013
 NO0013'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2023 (JN)
 NO0013'TO REACH FROM THE INTERSECTION OF MAIN ST. AND U.S. HIGHWAY 20, IN
 NO0013'JOHNSTOWN, NE., GO NORTHWEST ON U.S. HIGHWAY 20 APPROXIMATELY 3.53 MI
 NO0013'(5.68 KM) TO MILE POST 228.62 THE POINT ON THE RIGHT (NORTHEAST) SIDE
 NO0013'OF U.S. HIGHWAY 20.  THE MARK IS 54.8 FT (16.7 M) SOUTHWEST OF
 NO0013'APPROXIMATE CENTERLINE OF THE COWBOY TRAIL, 1 FT (0.3 M) SOUTHWEST OF
 NO0013'BASE OF METAL WITNESS POST AND 76.0 FT (23.2 M) NORTHEAST OF THE
 NO0013'CENTERLINE OF U.S. HIGHWAY 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0064 ***********************************************************************
 NO0064  DESIGNATION -  D 228
 NO0064  PID         -  NO0064
 NO0064  STATE/COUNTY-  NE/KEYA PAHA
 NO0064  COUNTRY     -  US
 NO0064  USGS QUAD   -  NORDEN (2017)
 NO0064
 NO0064                         *CURRENT SURVEY CONTROL
 NO0064  ______________________________________________________________________
 NO0064* NAD 83(1986) POSITION- 42 47 12.74   (N) 100 02 07.18   (W)   HD_HELD1
 NO0064* NAVD 88 ORTHO HEIGHT -   649.139 (meters)     2129.72  (feet) ADJUSTED
 NO0064  ______________________________________________________________________
 NO0064  GEOID HEIGHT    -        -22.855 (meters)                     GEOID18
 NO0064  DYNAMIC HEIGHT  -        648.893 (meters)     2128.91  (feet) COMP
 NO0064  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 NO0064
 NO0064  VERT ORDER      -  SECOND    CLASS 0
 NO0064
 NO0064.The horizontal coordinates were determined by differentially corrected
 NO0064.hand held GPS observations or other comparable positioning techniques
 NO0064.and have an estimated accuracy of +/- 3 meters.
 NO0064
 NO0064.The orthometric height was determined by differential leveling and
 NO0064.adjusted by the NATIONAL GEODETIC SURVEY
 NO0064.in June 1991.
 NO0064
 NO0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0064.GEOID18 height accuracy estimate available here.
 NO0064
 NO0064.Click photographs - Photos may exist for this station.
 NO0064
 NO0064.The dynamic height is computed by dividing the NAVD 88
 NO0064.geopotential number by the normal gravity value computed on the
 NO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0064.degrees latitude (g = 980.6199 gals.).
 NO0064
 NO0064.The modeled gravity was interpolated from observed gravity values.
 NO0064
 NO0064;                    North         East    Units  Estimated Accuracy
 NO0064;SPC NE       -   327,946.4     497,109.7     MT  (+/- 3 meters HH1 GPS) 
 NO0064
 NO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1532037667(NAD 83)
 NO0064
 NO0064                          SUPERSEDED SURVEY CONTROL
 NO0064
 NO0064  NGVD 29 (??/??/92)  648.851  (m)         2128.77   (f) ADJ UNCH    2 0
 NO0064
 NO0064.Superseded values are not recommended for survey control.
 NO0064
 NO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0064.See file dsdata.pdf to determine how the superseded data were derived.
 NO0064
 NO0064_MARKER: DB = BENCH MARK DISK
 NO0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0064_SP_SET: PIER
 NO0064_STAMPING: D 228 1946
 NO0064_MARK LOGO: CGS
 NO0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0064
 NO0064  HISTORY     - Date     Condition        Report By
 NO0064  HISTORY     - 1946     MONUMENTED       CGS
 NO0064
 NO0064                          STATION DESCRIPTION
 NO0064
 NO0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0064'17.6 MI N FROM JOHNSTOWN.
 NO0064'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0064'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 17.2 MILES
 NO0064'NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND IN THE TOP OF THE
 NO0064'WEST END OF THE NORTH PIER OF A STEEL BRIDGE OVER THE NIOBRARA
 NO0064'RIVER, 10 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTER
 NO0064'LINE OF THE BRIDGE.  STAMPED D 228 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0060 ***********************************************************************
 NO0060  DESIGNATION -  D 229
 NO0060  PID         -  NO0060
 NO0060  STATE/COUNTY-  NE/KEYA PAHA
 NO0060  COUNTRY     -  US
 NO0060  USGS QUAD   -  NORDEN (2017)
 NO0060
 NO0060                         *CURRENT SURVEY CONTROL
 NO0060  ______________________________________________________________________
 NO0060* NAD 83(1986) POSITION- 42 49 33.     (N) 100 03 48.     (W)   SCALED
 NO0060* NAVD 88 ORTHO HEIGHT -   709.454 (meters)     2327.60  (feet) ADJUSTED
 NO0060  ______________________________________________________________________
 NO0060  GEOID HEIGHT    -        -22.890 (meters)                     GEOID18
 NO0060  DYNAMIC HEIGHT  -        709.179 (meters)     2326.70  (feet) COMP
 NO0060  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 NO0060
 NO0060  VERT ORDER      -  SECOND    CLASS 0
 NO0060
 NO0060.The horizontal coordinates were scaled from a map and have
 NO0060.an estimated accuracy of +/- 6 seconds.
 NO0060
 NO0060.The orthometric height was determined by differential leveling and
 NO0060.adjusted by the NATIONAL GEODETIC SURVEY
 NO0060.in June 1991.
 NO0060
 NO0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0060.GEOID18 height accuracy estimate available here.
 NO0060
 NO0060.Click photographs - Photos may exist for this station.
 NO0060
 NO0060.The dynamic height is computed by dividing the NAVD 88
 NO0060.geopotential number by the normal gravity value computed on the
 NO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0060.degrees latitude (g = 980.6199 gals.).
 NO0060
 NO0060.The modeled gravity was interpolated from observed gravity values.
 NO0060
 NO0060;                    North         East    Units  Estimated Accuracy
 NO0060;SPC NE       -   332,280.      494,820.      MT  (+/- 180 meters Scaled)
 NO0060
 NO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN130420(NAD 83)
 NO0060
 NO0060                          SUPERSEDED SURVEY CONTROL
 NO0060
 NO0060  NGVD 29 (??/??/92)  709.153  (m)         2326.61   (f) ADJ UNCH    2 0
 NO0060
 NO0060.Superseded values are not recommended for survey control.
 NO0060
 NO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0060.See file dsdata.pdf to determine how the superseded data were derived.
 NO0060
 NO0060_MARKER: DB = BENCH MARK DISK
 NO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0060_STAMPING: D 229 1946
 NO0060_MARK LOGO: CGS
 NO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0060+STABILITY: SURFACE MOTION
 NO0060
 NO0060  HISTORY     - Date     Condition        Report By
 NO0060  HISTORY     - 1946     MONUMENTED       CGS
 NO0060
 NO0060                          STATION DESCRIPTION
 NO0060
 NO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0060'3.1 MI S FROM NORDEN.
 NO0060'ABOUT 3.1 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0060'BUILDING AT NORDEN, 124 FEET WEST OF A 6 X 12 FOOT WOODEN BRIDGE,
 NO0060'18 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NO0060'ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NO0060'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED D 229 1946 AND
 NO0060'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0060'THE GROUND.  STAMPED D 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0120 ***********************************************************************
 MM0120  DESIGNATION -  D 23
 MM0120  PID         -  MM0120
 MM0120  STATE/COUNTY-  NE/LINCOLN
 MM0120  COUNTRY     -  US
 MM0120  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0120
 MM0120                         *CURRENT SURVEY CONTROL
 MM0120  ______________________________________________________________________
 MM0120* NAD 83(1986) POSITION- 41 18 12.     (N) 100 50 59.     (W)   SCALED
 MM0120* NAVD 88 ORTHO HEIGHT -   914.670 (meters)     3000.88  (feet) ADJUSTED
 MM0120  ______________________________________________________________________
 MM0120  GEOID HEIGHT    -        -21.984 (meters)                     GEOID18
 MM0120  DYNAMIC HEIGHT  -        914.125 (meters)     2999.09  (feet) COMP
 MM0120  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 MM0120
 MM0120  VERT ORDER      -  FIRST     CLASS II
 MM0120
 MM0120.The horizontal coordinates were scaled from a map and have
 MM0120.an estimated accuracy of +/- 6 seconds.
 MM0120
 MM0120.The orthometric height was determined by differential leveling and
 MM0120.adjusted by the NATIONAL GEODETIC SURVEY
 MM0120.in June 1994.
 MM0120
 MM0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0120.GEOID18 height accuracy estimate available here.
 MM0120
 MM0120.Click photographs - Photos may exist for this station.
 MM0120
 MM0120.The dynamic height is computed by dividing the NAVD 88
 MM0120.geopotential number by the normal gravity value computed on the
 MM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0120.degrees latitude (g = 980.6199 gals.).
 MM0120
 MM0120.The modeled gravity was interpolated from observed gravity values.
 MM0120
 MM0120;                    North         East    Units  Estimated Accuracy
 MM0120;SPC NE       -   163,560.      428,860.      MT  (+/- 180 meters Scaled)
 MM0120
 MM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL451740(NAD 83)
 MM0120
 MM0120                          SUPERSEDED SURVEY CONTROL
 MM0120
 MM0120  NAVD 88 (06/15/91)  914.665  (m)         3000.86   (f) SUPERSEDED  1 2
 MM0120  NGVD 29 (??/??/92)  914.308  (m)         2999.69   (f) ADJ UNCH    1 2
 MM0120
 MM0120.Superseded values are not recommended for survey control.
 MM0120
 MM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0120.See file dsdata.pdf to determine how the superseded data were derived.
 MM0120
 MM0120_MARKER: DB = BENCH MARK DISK
 MM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0120_STAMPING: D 23 1933
 MM0120_MARK LOGO: CGS
 MM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0120+STABILITY: SURFACE MOTION
 MM0120
 MM0120  HISTORY     - Date     Condition        Report By
 MM0120  HISTORY     - 1933     MONUMENTED       CGS
 MM0120
 MM0120                          STATION DESCRIPTION
 MM0120
 MM0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0120'13.6 MI N FROM NORTH PLATTE.
 MM0120'13.6 MILES NORTH 4 MILES NORTH AND WEST OF A SCHOOL HOUSE AND A
 MM0120'CEMETERY, 55 FT. SOUTHWEST OF SIGN F.A.P. 233D AND 233F ON HWY.
 MM0120'183 WHERE THE PRESENT BLACK TOP PAVING STARTS, 450 FT. SOUTH OF
 MM0120'CURVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0121 ***********************************************************************
 MM0121  DESIGNATION -  D 23 RESET
 MM0121  PID         -  MM0121
 MM0121  STATE/COUNTY-  NE/LINCOLN
 MM0121  COUNTRY     -  US
 MM0121  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0121
 MM0121                         *CURRENT SURVEY CONTROL
 MM0121  ______________________________________________________________________
 MM0121* NAD 83(1986) POSITION- 41 18 12.     (N) 100 50 59.     (W)   SCALED
 MM0121* NAVD 88 ORTHO HEIGHT -   914.294 (meters)     2999.65  (feet) ADJUSTED
 MM0121  ______________________________________________________________________
 MM0121  GEOID HEIGHT    -        -21.984 (meters)                     GEOID18
 MM0121  DYNAMIC HEIGHT  -        913.749 (meters)     2997.86  (feet) COMP
 MM0121  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 MM0121
 MM0121  VERT ORDER      -  FIRST     CLASS II
 MM0121
 MM0121.The horizontal coordinates were scaled from a map and have
 MM0121.an estimated accuracy of +/- 6 seconds.
 MM0121
 MM0121.The orthometric height was determined by differential leveling and
 MM0121.adjusted by the NATIONAL GEODETIC SURVEY
 MM0121.in June 1994.
 MM0121
 MM0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0121.GEOID18 height accuracy estimate available here.
 MM0121
 MM0121.Click photographs - Photos may exist for this station.
 MM0121
 MM0121.The dynamic height is computed by dividing the NAVD 88
 MM0121.geopotential number by the normal gravity value computed on the
 MM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0121.degrees latitude (g = 980.6199 gals.).
 MM0121
 MM0121.The modeled gravity was interpolated from observed gravity values.
 MM0121
 MM0121;                    North         East    Units  Estimated Accuracy
 MM0121;SPC NE       -   163,560.      428,860.      MT  (+/- 180 meters Scaled)
 MM0121
 MM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL451740(NAD 83)
 MM0121
 MM0121                          SUPERSEDED SURVEY CONTROL
 MM0121
 MM0121  NGVD 29 (??/??/??)  913.92   (m)         2998.4    (f) RESET       3  
 MM0121  NGVD 29 (02/14/92)  913.933  (m)         2998.46   (f) ADJUSTED    1 2
 MM0121
 MM0121.Superseded values are not recommended for survey control.
 MM0121
 MM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0121.See file dsdata.pdf to determine how the superseded data were derived.
 MM0121
 MM0121_MARKER: DB = BENCH MARK DISK
 MM0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0121_STAMPING: D 23 RESET 1961
 MM0121_MARK LOGO: CGS
 MM0121_PROJECTION: FLUSH
 MM0121_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0121+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0121
 MM0121  HISTORY     - Date     Condition        Report By
 MM0121  HISTORY     - 1961     MONUMENTED       NEDR
 MM0121  HISTORY     - 19910820 GOOD             NGS
 MM0121
 MM0121                          STATION DESCRIPTION
 MM0121
 MM0121'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0121'13 MI NW FROM NORTH PLATTE.
 MM0121'THIS MARK IS LOCATED 3.5 MILES NORTH ALONG THE 1961 ROUTE OF
 MM0121'U.S. HIGHWAY NO. 83, FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 MM0121'30 WEST, AT NORTH PLATTE, THEN 9.5 MILES NORTHWEST ON THE 1961
 MM0121'ROUTE OF HIGHWAY NO. 97, 1,000 FEET SOUTH OF THE START OF A
 MM0121'CURVE, 115 FEET WEST OF THE CENTERLINE OF THE NEW HIGHWAY, 3
 MM0121'FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF AN 8
 MM0121'INCH CONCRETE FILLED METAL PIPE PROJECTING 6 INCHES ABOVE THE
 MM0121'GROUND.
 MM0121
 MM0121                          STATION RECOVERY (1991)
 MM0121
 MM0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0121'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0121'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0121'15.3 KM (9.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 0.47 KM (0.30
 MM0121'MI) SOUTH OF A PAVED FIELD ENTRANCE, 32.0 M (105.0 FT) WEST OF AND
 MM0121'LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) EAST OF A WITNESS
 MM0121'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0628 ***********************************************************************
 NM0628  DESIGNATION -  D 230
 NM0628  PID         -  NM0628
 NM0628  STATE/COUNTY-  NE/THURSTON
 NM0628  COUNTRY     -  US
 NM0628  USGS QUAD   -  WAKEFIELD (2017)
 NM0628
 NM0628                         *CURRENT SURVEY CONTROL
 NM0628  ______________________________________________________________________
 NM0628* NAD 83(1986) POSITION- 42 15 36.     (N) 096 47 57.     (W)   SCALED
 NM0628* NAVD 88 ORTHO HEIGHT -   430.420 (meters)     1412.14  (feet) ADJUSTED
 NM0628  ______________________________________________________________________
 NM0628  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 NM0628  DYNAMIC HEIGHT  -        430.276 (meters)     1411.66  (feet) COMP
 NM0628  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 NM0628
 NM0628  VERT ORDER      -  FIRST     CLASS II
 NM0628
 NM0628.The horizontal coordinates were scaled from a map and have
 NM0628.an estimated accuracy of +/- 6 seconds.
 NM0628
 NM0628.The orthometric height was determined by differential leveling and
 NM0628.adjusted by the NATIONAL GEODETIC SURVEY
 NM0628.in June 1991.
 NM0628
 NM0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0628.GEOID18 height accuracy estimate available here.
 NM0628
 NM0628.Click photographs - Photos may exist for this station.
 NM0628
 NM0628.The dynamic height is computed by dividing the NAVD 88
 NM0628.geopotential number by the normal gravity value computed on the
 NM0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0628.degrees latitude (g = 980.6199 gals.).
 NM0628
 NM0628.The modeled gravity was interpolated from observed gravity values.
 NM0628
 NM0628;                    North         East    Units  Estimated Accuracy
 NM0628;SPC NE       -   274,320.      763,980.      MT  (+/- 180 meters Scaled)
 NM0628
 NM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM815809(NAD 83)
 NM0628
 NM0628                          SUPERSEDED SURVEY CONTROL
 NM0628
 NM0628  NGVD 29 (??/??/92)  430.250  (m)         1411.58   (f) ADJ UNCH    1 2
 NM0628
 NM0628.Superseded values are not recommended for survey control.
 NM0628
 NM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0628.See file dsdata.pdf to determine how the superseded data were derived.
 NM0628
 NM0628_MARKER: DB = BENCH MARK DISK
 NM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0628_STAMPING: D 230 1947
 NM0628_MARK LOGO: CGS
 NM0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0628+STABILITY: SURFACE MOTION
 NM0628
 NM0628  HISTORY     - Date     Condition        Report By
 NM0628  HISTORY     - 1947     MONUMENTED       CGS
 NM0628
 NM0628                          STATION DESCRIPTION
 NM0628
 NM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0628'4.4 MI SE FROM WAKEFIELD.
 NM0628'4.35 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0628'AND OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, 0.3 MILE SOUTH
 NM0628'OF THE THURSTON-DIXON COUNTY LINE DIRT ROAD, AT THE SOUTH END
 NM0628'OF A LONG SHALLOW CUT AND AT THE NORTH END OF A SHARP CURVE
 NM0628'IN THE TRACK, 251.0 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 NM0628'MILE POST EMR 5, 33.8 FEET EAST OF THE EAST RAIL OF THE TRACK,
 NM0628'37.7 FEET NORTHEAST OF A WHISTLE POST, 14.7 FEET WEST OF THE EAST
 NM0628'RIGHT OF WAY FENCE, 10.0 FEET SOUTH OF A GUY WIRE BRACED
 NM0628'TELEPHONE POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A
 NM0628'CONCRETE POST ABOUT 2 FEET ABOVE THE TRACK AND PROJECTING 0.2
 NM0628'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0361 ***********************************************************************
 MK0361  DESIGNATION -  D 231
 MK0361  PID         -  MK0361
 MK0361  STATE/COUNTY-  NE/BURT
 MK0361  COUNTRY     -  US
 MK0361  USGS QUAD   -  OAKLAND (2017)
 MK0361
 MK0361                         *CURRENT SURVEY CONTROL
 MK0361  ______________________________________________________________________
 MK0361* NAD 83(1986) POSITION- 41 45 23.     (N) 096 27 49.     (W)   SCALED
 MK0361* NAVD 88 ORTHO HEIGHT -   426.909 (meters)     1400.62  (feet) ADJUSTED
 MK0361  ______________________________________________________________________
 MK0361  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 MK0361  DYNAMIC HEIGHT  -        426.752 (meters)     1400.10  (feet) COMP
 MK0361  MODELED GRAVITY -    980,240.1   (mgal)                       NAVD 88
 MK0361
 MK0361  VERT ORDER      -  SECOND    CLASS 0
 MK0361
 MK0361.The horizontal coordinates were scaled from a map and have
 MK0361.an estimated accuracy of +/- 6 seconds.
 MK0361
 MK0361.The orthometric height was determined by differential leveling and
 MK0361.adjusted by the NATIONAL GEODETIC SURVEY
 MK0361.in June 1991.
 MK0361
 MK0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0361.GEOID18 height accuracy estimate available here.
 MK0361
 MK0361.Click photographs - Photos may exist for this station.
 MK0361
 MK0361.The dynamic height is computed by dividing the NAVD 88
 MK0361.geopotential number by the normal gravity value computed on the
 MK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0361.degrees latitude (g = 980.6199 gals.).
 MK0361
 MK0361.The modeled gravity was interpolated from observed gravity values.
 MK0361
 MK0361;                    North         East    Units  Estimated Accuracy
 MK0361;SPC NE       -   219,520.      793,930.      MT  (+/- 180 meters Scaled)
 MK0361
 MK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM108258(NAD 83)
 MK0361
 MK0361                          SUPERSEDED SURVEY CONTROL
 MK0361
 MK0361  NGVD 29 (??/??/92)  426.775  (m)         1400.18   (f) ADJ UNCH    2 0
 MK0361
 MK0361.Superseded values are not recommended for survey control.
 MK0361
 MK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0361.See file dsdata.pdf to determine how the superseded data were derived.
 MK0361
 MK0361_MARKER: DB = BENCH MARK DISK
 MK0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0361_STAMPING: D 231 1947
 MK0361_MARK LOGO: CGS
 MK0361_PROJECTION: PROJECTING 6 CENTIMETERS
 MK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0361+STABILITY: SURFACE MOTION
 MK0361
 MK0361  HISTORY     - Date     Condition        Report By
 MK0361  HISTORY     - 1947     MONUMENTED       CGS
 MK0361
 MK0361                          STATION DESCRIPTION
 MK0361
 MK0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0361'3.6 MI NE FROM UEHLING.
 MK0361'1.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0361'FROM THE STATION AT UEHLING, THENCE 0.4 MILE EAST ALONG A
 MK0361'PRIVATE ROAD AND 1.5 MILE EAST ALONG A COUNTY DIRT ROAD, IN THE
 MK0361'NORTHWEST ANGLE OF A CROSS ROAD, 60.5 FEET NORTHWEST OF AND
 MK0361'ACROSS THE EAST-WEST ROAD FROM R E A POWER LINE POLE NO. A7 29,
 MK0361'66.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 23.0 FEET
 MK0361'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 2.3 FEET WEST OF A
 MK0361'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0361'AS THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0886 ***********************************************************************
 MJ0886  DESIGNATION -  D 232
 MJ0886  PID         -  MJ0886
 MJ0886  STATE/COUNTY-  NE/SARPY
 MJ0886  COUNTRY     -  US
 MJ0886  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0886
 MJ0886                         *CURRENT SURVEY CONTROL
 MJ0886  ______________________________________________________________________
 MJ0886* NAD 83(1986) POSITION- 41 08 14.     (N) 095 53 49.     (W)   SCALED
 MJ0886* NAVD 88 ORTHO HEIGHT -   323.512 (meters)     1061.39  (feet) ADJUSTED
 MJ0886  ______________________________________________________________________
 MJ0886  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 MJ0886  DYNAMIC HEIGHT  -        323.380 (meters)     1060.96  (feet) COMP
 MJ0886  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 MJ0886
 MJ0886  VERT ORDER      -  SECOND    CLASS 0
 MJ0886
 MJ0886.The horizontal coordinates were scaled from a map and have
 MJ0886.an estimated accuracy of +/- 6 seconds.
 MJ0886
 MJ0886.The orthometric height was determined by differential leveling and
 MJ0886.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0886.in June 1991.
 MJ0886
 MJ0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0886.GEOID18 height accuracy estimate available here.
 MJ0886
 MJ0886.Click photographs - Photos may exist for this station.
 MJ0886
 MJ0886.The dynamic height is computed by dividing the NAVD 88
 MJ0886.geopotential number by the normal gravity value computed on the
 MJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0886.degrees latitude (g = 980.6199 gals.).
 MJ0886
 MJ0886.The modeled gravity was interpolated from observed gravity values.
 MJ0886
 MJ0886;                    North         East    Units  Estimated Accuracy
 MJ0886;SPC NE       -   152,940.      844,260.      MT  (+/- 180 meters Scaled)
 MJ0886
 MJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF568580(NAD 83)
 MJ0886
 MJ0886                          SUPERSEDED SURVEY CONTROL
 MJ0886
 MJ0886  NGVD 29 (??/??/92)  323.404  (m)         1061.03   (f) ADJ UNCH    2 0
 MJ0886
 MJ0886.Superseded values are not recommended for survey control.
 MJ0886
 MJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0886.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0886
 MJ0886_MARKER: DB = BENCH MARK DISK
 MJ0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0886_SP_SET: WALL
 MJ0886_STAMPING: D 232 1947
 MJ0886_MARK LOGO: CGS
 MJ0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0886
 MJ0886  HISTORY     - Date     Condition        Report By
 MJ0886  HISTORY     - 1947     MONUMENTED       CGS
 MJ0886
 MJ0886                          STATION DESCRIPTION
 MJ0886
 MJ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0886'AT BELLEVUE.
 MJ0886'AT THE PUBLIC SCHOOL IN BELLEVUE, 60.0 FEET NORTH OF THE MAIN
 MJ0886'ENTRANCE TO THE BUILDING, 41.0 FEET SOUTH OF THE NORTHEAST
 MJ0886'CORNER OF THE BUILDING, IN THE EAST WALL OF THE BUILDING, SET
 MJ0886'VERTICALLY 3 FEET ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0523 ***********************************************************************
 MK0523  DESIGNATION -  D 233 RESET
 MK0523  PID         -  MK0523
 MK0523  STATE/COUNTY-  NE/WASHINGTON
 MK0523  COUNTRY     -  US
 MK0523  USGS QUAD   -  FORT CALHOUN (2017)
 MK0523
 MK0523                         *CURRENT SURVEY CONTROL
 MK0523  ______________________________________________________________________
 MK0523* NAD 83(1986) POSITION- 41 25 57.     (N) 096 07 19.     (W)   SCALED
 MK0523* NAVD 88 ORTHO HEIGHT -   405.76  (meters)     1331.2   (feet) RESET
 MK0523  ______________________________________________________________________
 MK0523  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 MK0523  VERT ORDER      -  THIRD
 MK0523
 MK0523.The horizontal coordinates were scaled from a map and have
 MK0523.an estimated accuracy of +/- 6 seconds.
 MK0523
 MK0523.The orthometric height was computed from unverified reset data.
 MK0523
 MK0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0523.GEOID18 height accuracy estimate available here.
 MK0523
 MK0523.Click photographs - Photos may exist for this station.
 MK0523
 MK0523;                    North         East    Units  Estimated Accuracy
 MK0523;SPC NE       -   184,810.      823,920.      MT  (+/- 180 meters Scaled)
 MK0523
 MK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL404907(NAD 83)
 MK0523
 MK0523                          SUPERSEDED SURVEY CONTROL
 MK0523
 MK0523  NGVD 29 (??/??/??)  405.61   (m)         1330.7    (f) RESET       3  
 MK0523
 MK0523.Superseded values are not recommended for survey control.
 MK0523
 MK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0523.See file dsdata.pdf to determine how the superseded data were derived.
 MK0523
 MK0523_MARKER: DB = BENCH MARK DISK
 MK0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0523_STAMPING: D 233 RESET 1958
 MK0523_MARK LOGO: CGS
 MK0523_PROJECTION: FLUSH
 MK0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0523+STABILITY: SURFACE MOTION
 MK0523
 MK0523  HISTORY     - Date     Condition        Report By
 MK0523  HISTORY     - 1958     MONUMENTED       NEDR
 MK0523
 MK0523                          STATION DESCRIPTION
 MK0523
 MK0523'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0523'6 MI SE FROM KENNARD.
 MK0523'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED ROAD FROM THE CHICAGO
 MK0523'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0523'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG
 MK0523'A GRAVELED ROAD, THENCE 3 MILES SOUTHEAST ALONG A PAVED ROAD,
 MK0523'58 FEET EAST OF THE CENTER OF THE HIGHWAY, 24 FEET SOUTH OF A
 MK0523'FENCE CORNER, 37 FEET SOUTH OF THE CENTER OF A FARM LANE GOING
 MK0523'EAST, 59 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A
 MK0523'NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A 4 X 4 MARKER POST,
 MK0523'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0655 ***********************************************************************
 MK0655  DESIGNATION -  D 234
 MK0655  PID         -  MK0655
 MK0655  STATE/COUNTY-  NE/DOUGLAS
 MK0655  COUNTRY     -  US
 MK0655  USGS QUAD   -  IRVINGTON (2017)
 MK0655
 MK0655                         *CURRENT SURVEY CONTROL
 MK0655  ______________________________________________________________________
 MK0655* NAD 83(1986) POSITION- 41 17 27.88   (N) 096 00 42.14   (W)   HD_HELD1
 MK0655* NAVD 88 ORTHO HEIGHT -   369.920 (meters)     1213.65  (feet) ADJUSTED
 MK0655  ______________________________________________________________________
 MK0655  GEOID HEIGHT    -        -27.609 (meters)                     GEOID18
 MK0655  DYNAMIC HEIGHT  -        369.758 (meters)     1213.11  (feet) COMP
 MK0655  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 MK0655
 MK0655  VERT ORDER      -  FIRST     CLASS II
 MK0655
 MK0655.The horizontal coordinates were determined by differentially corrected
 MK0655.hand held GPS observations or other comparable positioning techniques
 MK0655.and have an estimated accuracy of +/- 3 meters.
 MK0655
 MK0655.The orthometric height was determined by differential leveling and
 MK0655.adjusted by the NATIONAL GEODETIC SURVEY
 MK0655.in June 1991.
 MK0655
 MK0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0655.GEOID18 height accuracy estimate available here.
 MK0655
 MK0655.Click photographs - Photos may exist for this station.
 MK0655
 MK0655.The dynamic height is computed by dividing the NAVD 88
 MK0655.geopotential number by the normal gravity value computed on the
 MK0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0655.degrees latitude (g = 980.6199 gals.).
 MK0655
 MK0655.The modeled gravity was interpolated from observed gravity values.
 MK0655
 MK0655;                    North         East    Units  Estimated Accuracy
 MK0655;SPC NE       -   169,548.1     833,845.2     MT  (+/- 3 meters HH1 GPS) 
 MK0655
 MK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5022675378(NAD 83)
 MK0655
 MK0655                          SUPERSEDED SURVEY CONTROL
 MK0655
 MK0655  NGVD 29 (??/??/92)  369.792  (m)         1213.23   (f) ADJ UNCH    1 2
 MK0655
 MK0655.Superseded values are not recommended for survey control.
 MK0655
 MK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0655.See file dsdata.pdf to determine how the superseded data were derived.
 MK0655
 MK0655_MARKER: DB = BENCH MARK DISK
 MK0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0655_STAMPING: D 234 1947
 MK0655_MARK LOGO: CGS
 MK0655_PROJECTION: FLUSH
 MK0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0655+STABILITY: SURFACE MOTION
 MK0655
 MK0655  HISTORY     - Date     Condition        Report By
 MK0655  HISTORY     - 1947     MONUMENTED       CGS
 MK0655
 MK0655                          STATION DESCRIPTION
 MK0655
 MK0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0655'AT OMAHA.
 MK0655'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, AT THE
 MK0655'INTERSECTION OF SIXTY-FOURTH AVENUE AND MILITARY AVENUE, AT THE
 MK0655'SOUTHWEST CORNER OF ST. BERNARDS CHURCH, 34 FEET NORTH OF THE
 MK0655'NORTH CURB OF MILITARY AVENUE, 13 FEET WEST OF THE WEST END OF
 MK0655'THE WEST DOOR OF THE SOUTH SIDE OF THE CHURCH, 6 FEET NORTH OF
 MK0655'THE EXTENDED SOUTH WALL OF THE CHURCH, 2 FEET SOUTH OF A WALL
 MK0655'AND 2 FEET WEST OF A WALL, AND IN THE CORNER FORMED BY THE TWO
 MK0655'WALLS.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MK0655'FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0193 ***********************************************************************
 NM0193  DESIGNATION -  D 235
 NM0193  PID         -  NM0193
 NM0193  STATE/COUNTY-  NE/DAKOTA
 NM0193  COUNTRY     -  US
 NM0193  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0193
 NM0193                         *CURRENT SURVEY CONTROL
 NM0193  ______________________________________________________________________
 NM0193* NAD 83(1986) POSITION- 42 24 55.     (N) 096 29 34.     (W)   SCALED
 NM0193* NAVD 88 ORTHO HEIGHT -   335.528 (meters)     1100.81  (feet) ADJUSTED
 NM0193  ______________________________________________________________________
 NM0193  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 NM0193  DYNAMIC HEIGHT  -        335.421 (meters)     1100.46  (feet) COMP
 NM0193  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 NM0193
 NM0193  VERT ORDER      -  FIRST     CLASS II
 NM0193
 NM0193.The horizontal coordinates were scaled from a map and have
 NM0193.an estimated accuracy of +/- 6 seconds.
 NM0193
 NM0193.The orthometric height was determined by differential leveling and
 NM0193.adjusted by the NATIONAL GEODETIC SURVEY
 NM0193.in June 1991.
 NM0193
 NM0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0193.GEOID18 height accuracy estimate available here.
 NM0193
 NM0193.Click photographs - Photos may exist for this station.
 NM0193
 NM0193.The dynamic height is computed by dividing the NAVD 88
 NM0193.geopotential number by the normal gravity value computed on the
 NM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0193.degrees latitude (g = 980.6199 gals.).
 NM0193
 NM0193.The modeled gravity was interpolated from observed gravity values.
 NM0193
 NM0193;                    North         East    Units  Estimated Accuracy
 NM0193;SPC NE       -   292,530.      788,540.      MT  (+/- 180 meters Scaled)
 NM0193
 NM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM062989(NAD 83)
 NM0193
 NM0193                          SUPERSEDED SURVEY CONTROL
 NM0193
 NM0193  NGVD 29 (??/??/92)  335.369  (m)         1100.29   (f) ADJ UNCH    1 2
 NM0193
 NM0193.Superseded values are not recommended for survey control.
 NM0193
 NM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0193.See file dsdata.pdf to determine how the superseded data were derived.
 NM0193
 NM0193_MARKER: DB = BENCH MARK DISK
 NM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0193_STAMPING: D 235 1947
 NM0193_MARK LOGO: CGS
 NM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0193+STABILITY: SURFACE MOTION
 NM0193
 NM0193  HISTORY     - Date     Condition        Report By
 NM0193  HISTORY     - 1947     MONUMENTED       CGS
 NM0193  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0193
 NM0193                          STATION DESCRIPTION
 NM0193
 NM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0193'3.7 MI W FROM DAKOTA CITY.
 NM0193'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE ALONG
 NM0193'U.S. HIGHWAY NO. 77, THENCE WEST 2.9 MILES ALONG STATE HIGHWAY NO.
 NM0193'35, THENCE WEST 0.5 MILE ALONG A GRAVELED ROAD TO SITE OF MARK.
 NM0193'BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND A FARM
 NM0193'DRIVE LEADING SOUTH, 36.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 NM0193'CENTER LINE OF THE ROAD, 27.0 FEET WEST OF THE CENTER LINE OF THE
 NM0193'DRIVE, 15.7 FEET NORTH OF A POWER POLE, 8.0 FEET SOUTH OF A
 NM0193'FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A
 NM0193'4 IN X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0193'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0193
 NM0193                          STATION RECOVERY (1966)
 NM0193
 NM0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0194 ***********************************************************************
 NM0194  DESIGNATION -  D 235 RESET
 NM0194  PID         -  NM0194
 NM0194  STATE/COUNTY-  NE/DAKOTA
 NM0194  COUNTRY     -  US
 NM0194  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0194
 NM0194                         *CURRENT SURVEY CONTROL
 NM0194  ______________________________________________________________________
 NM0194* NAD 83(1986) POSITION- 42 24 55.     (N) 096 29 33.     (W)   SCALED
 NM0194* NAVD 88 ORTHO HEIGHT -   335.33  (meters)     1100.2   (feet) RESET
 NM0194  ______________________________________________________________________
 NM0194  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 NM0194  VERT ORDER      -  THIRD
 NM0194
 NM0194.The horizontal coordinates were scaled from a map and have
 NM0194.an estimated accuracy of +/- 6 seconds.
 NM0194
 NM0194.The orthometric height was computed from unverified reset data.
 NM0194
 NM0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0194.GEOID18 height accuracy estimate available here.
 NM0194
 NM0194.Click photographs - Photos may exist for this station.
 NM0194
 NM0194;                    North         East    Units  Estimated Accuracy
 NM0194;SPC NE       -   292,530.      788,560.      MT  (+/- 180 meters Scaled)
 NM0194
 NM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM063989(NAD 83)
 NM0194
 NM0194                          SUPERSEDED SURVEY CONTROL
 NM0194
 NM0194  NGVD 29 (??/??/??)  335.17   (m)         1099.6    (f) RESET       3  
 NM0194
 NM0194.Superseded values are not recommended for survey control.
 NM0194
 NM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0194.See file dsdata.pdf to determine how the superseded data were derived.
 NM0194
 NM0194_MARKER: DB = BENCH MARK DISK
 NM0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0194_STAMPING: D 235 RESET 1959
 NM0194_MARK LOGO: CGS
 NM0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0194+STABILITY: SURFACE MOTION
 NM0194
 NM0194  HISTORY     - Date     Condition        Report By
 NM0194  HISTORY     - 1959     MONUMENTED       NEDR
 NM0194  HISTORY     - 1959     GOOD             NEDR
 NM0194
 NM0194                          STATION DESCRIPTION
 NM0194
 NM0194'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0194'3.7 MI W FROM DAKOTA CITY.
 NM0194'TO REACH FROM THE COURTHOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0194'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 3.4 MILES ALONG STATE
 NM0194'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS 103.4 FEET SOUTH OF
 NM0194'THE CENTERLINE OF THE HIGHWAY STATION 1903+25, 26 FEET WEST OF
 NM0194'THE CENTERLINE OF A FARM DRIVEWAY, 5.5 FEET EAST OF A CONCRETE
 NM0194'RIGHT OF WAY MARKER, 32 FEET SOUTH OF A POWER POLE, 1 FOOT WEST
 NM0194'OF A STEEL POST, A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 NM0194'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2007 ***********************************************************************
 NM2007  DESIGNATION -  D 236 RESET
 NM2007  PID         -  NM2007
 NM2007  STATE/COUNTY-  NE/DAKOTA
 NM2007  COUNTRY     -  US
 NM2007  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM2007
 NM2007                         *CURRENT SURVEY CONTROL
 NM2007  ______________________________________________________________________
 NM2007* NAD 83(1986) POSITION- 42 22 45.     (N) 096 26 54.     (W)   SCALED
 NM2007* NAVD 88 ORTHO HEIGHT -   333.90  (meters)     1095.5   (feet) RESET
 NM2007  ______________________________________________________________________
 NM2007  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM2007  VERT ORDER      -  THIRD
 NM2007
 NM2007.The horizontal coordinates were scaled from a map and have
 NM2007.an estimated accuracy of +/- 6 seconds.
 NM2007
 NM2007.The orthometric height was computed from unverified reset data.
 NM2007
 NM2007.No vertical observational check was made to the station.
 NM2007
 NM2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2007.GEOID18 height accuracy estimate available here.
 NM2007
 NM2007.Click photographs - Photos may exist for this station.
 NM2007
 NM2007;                    North         East    Units  Estimated Accuracy
 NM2007;SPC NE       -   288,670.      792,360.      MT  (+/- 180 meters Scaled)
 NM2007
 NM2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM100950(NAD 83)
 NM2007
 NM2007                          SUPERSEDED SURVEY CONTROL
 NM2007
 NM2007  NGVD 29 (01/31/13)  333.74   (m)         1094.9    (f) RESET       3  
 NM2007
 NM2007.Superseded values are not recommended for survey control.
 NM2007
 NM2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2007.See file dsdata.pdf to determine how the superseded data were derived.
 NM2007
 NM2007_MARKER: DV = VERTICAL CONTROL DISK
 NM2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2007_STAMPING: D 236 RESET 1983
 NM2007_MARK LOGO: NGS
 NM2007_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2007+STABILITY: SURFACE MOTION
 NM2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2007+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2020
 NM2007
 NM2007  HISTORY     - Date     Condition        Report By
 NM2007  HISTORY     - 1983     MONUMENTED       NGS
 NM2007  HISTORY     - 20200928 GOOD             NEGS
 NM2007
 NM2007                          STATION DESCRIPTION
 NM2007
 NM2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2007'1.13 KM (0.70 MI) WEST ALONG STATE HIGHWAY 35, FROM THE POST OFFICE
 NM2007'IN DAKOTA CITY, THENCE 4.51 KM (2.80 MI) LEFT AND SOUTH ALONG US
 NM2007'HIGHWAY 77 TO A GRADED CROSSROAD AND THE MARK ON THE LEFT, 27.98 M
 NM2007'(91.80 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 9.3 M (30.5 FT)
 NM2007'SOUTH FROM THE CENTERLINE OF THE GRADED ROAD, 1.16 M (3.81 FT)
 NM2007'SOUTHWEST FROM A FENCE CORNER POST, 0.3 M (1.0 FT) NORTHWEST FROM A
 NM2007'FENCE.
 NM2007
 NM2007                          STATION RECOVERY (2020)
 NM2007
 NM2007'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM2007'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 35 AND U.S. HIGHWAY 77 WEST
 NM2007'OF DAKOTA CITY NE., GO SOUTH ON U.S. HIGHWAY 77 APPROXIMATELY 2.75 MI
 NM2007'(4.42 KM) TO THE INTERSECTION OF U.S. HIGHWAY 77 AND 203RD STREET.
 NM2007'THE MARK IS IN THE SOUTHEAST CORNER OF THE INTERSECTION, 3.57 FT (1.1
 NM2007'M) SOUTH OF THE TOP OF THE SOUTHWEST CORNER OF ROW MARKER, 8.05 FT
 NM2007'(2.5 M) SW OF A NAIL WITH ORANGE CLOTH IN SIDE OF POWER POLE, 15.88 FT
 NM2007'(4.8 M) NE OF A NAIL IN A DISK IN THE SIDE OF A FENCE POST, 30.5 FT
 NM2007'(9.3 M) SOUTH OF THE CENTERLINE OF 203RD STREET AND 91.3 FT (27.8 M)
 NM2007'EAST OF THE CENTERLINE OF U.S. HIGHWAY 77.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0516 ***********************************************************************
 NM0516  DESIGNATION -  D 237 RESET
 NM0516  PID         -  NM0516
 NM0516  STATE/COUNTY-  NE/THURSTON
 NM0516  COUNTRY     -  US
 NM0516  USGS QUAD   -  WALTHILL (2017)
 NM0516
 NM0516                         *CURRENT SURVEY CONTROL
 NM0516  ______________________________________________________________________
 NM0516* NAD 83(1986) POSITION- 42 08 52.     (N) 096 28 40.     (W)   SCALED
 NM0516* NAVD 88 ORTHO HEIGHT -   383.76  (meters)     1259.1   (feet) RESET
 NM0516  ______________________________________________________________________
 NM0516  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 NM0516  VERT ORDER      -  THIRD
 NM0516
 NM0516.The horizontal coordinates were scaled from a map and have
 NM0516.an estimated accuracy of +/- 6 seconds.
 NM0516
 NM0516.The orthometric height was computed from unverified reset data.
 NM0516
 NM0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0516.GEOID18 height accuracy estimate available here.
 NM0516
 NM0516.Click photographs - Photos may exist for this station.
 NM0516
 NM0516;                    North         East    Units  Estimated Accuracy
 NM0516;SPC NE       -   262,900.      790,980.      MT  (+/- 180 meters Scaled)
 NM0516
 NM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084692(NAD 83)
 NM0516
 NM0516                          SUPERSEDED SURVEY CONTROL
 NM0516
 NM0516.No superseded survey control is available for this station.
 NM0516
 NM0516_MARKER: DB = BENCH MARK DISK
 NM0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0516_STAMPING: D 237 1947 RESET 1948
 NM0516_MARK LOGO: CGS
 NM0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0516+STABILITY: SURFACE MOTION
 NM0516
 NM0516  HISTORY     - Date     Condition        Report By
 NM0516  HISTORY     - 1948     MONUMENTED       USACE
 NM0516  HISTORY     - 1948     GOOD             CGS
 NM0516  HISTORY     - 20160616 MARK NOT FOUND   NEGS
 NM0516
 NM0516                          STATION DESCRIPTION
 NM0516
 NM0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0516'0.4 MI E FROM WALTHILL.
 NM0516'0.4 MILE EAST ALONG STATE HIGHWAY NO. 94 FROM THE BURLINGTON
 NM0516'RAILROAD STATION AT WALTHILL, AT THE INTERSECTION OF STATE
 NM0516'HIGHWAY NO. 94 AND U.S. HIGHWAY NO. 77, 176.0 FEET WEST OF
 NM0516'THE CENTER LINE OF HIGHWAY NO. 77, 75.5 FEET NORTH OF AND ABOUT
 NM0516'LEVEL WITH THE CENTER LINE OF HIGHWAY NO. 94, 50.3 FEET NORTHEAST
 NM0516'OF A FENCE CORNER, 71.3 FEET NORTHWEST OF A TELEPHONE POLE,
 NM0516'1.0 FOOT SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A 4 IN
 NM0516'X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0516'WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE NEW
 NM0516'ELEVATION IS 0.040 FOOT LOWER THAN THE ORIGINAL ELEVATION.
 NM0516
 NM0516                          STATION RECOVERY (2016)
 NM0516
 NM0516'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0516'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0517 ***********************************************************************
 NM0517  DESIGNATION -  D 237 RESET
 NM0517  PID         -  NM0517
 NM0517  STATE/COUNTY-  NE/THURSTON
 NM0517  COUNTRY     -  US
 NM0517  USGS QUAD   -  WALTHILL (2017)
 NM0517
 NM0517                         *CURRENT SURVEY CONTROL
 NM0517  ______________________________________________________________________
 NM0517* NAD 83(1986) POSITION- 42 08 51.     (N) 096 28 36.     (W)   SCALED
 NM0517* NAVD 88 ORTHO HEIGHT -   383.76  (+/-2cm)     1259.1   (feet) VERTCON
 NM0517  ______________________________________________________________________
 NM0517  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 NM0517  VERT ORDER      -  THIRD (See Below)
 NM0517
 NM0517.The horizontal coordinates were scaled from a map and have
 NM0517.an estimated accuracy of +/- 6 seconds.
 NM0517
 NM0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0517
 NM0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0517.GEOID18 height accuracy estimate available here.
 NM0517
 NM0517.The vertical order pertains to the NGVD 29 superseded value.
 NM0517
 NM0517.Click photographs - Photos may exist for this station.
 NM0517
 NM0517;                    North         East    Units  Estimated Accuracy
 NM0517;SPC NE       -   262,870.      791,070.      MT  (+/- 180 meters Scaled)
 NM0517
 NM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084692(NAD 83)
 NM0517
 NM0517                          SUPERSEDED SURVEY CONTROL
 NM0517
 NM0517  NGVD 29 (??/??/??)  383.60   (m)         1258.5    (f) RESET       3  
 NM0517
 NM0517.Superseded values are not recommended for survey control.
 NM0517
 NM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0517.See file dsdata.pdf to determine how the superseded data were derived.
 NM0517
 NM0517_MARKER: DB = BENCH MARK DISK
 NM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0517_STAMPING: D 237 RESET 1967
 NM0517_MARK LOGO: CGS
 NM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0517+STABILITY: SURFACE MOTION
 NM0517
 NM0517  HISTORY     - Date     Condition        Report By
 NM0517  HISTORY     - 1967     MONUMENTED       LOCENG
 NM0517
 NM0517                          STATION DESCRIPTION
 NM0517
 NM0517'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0517'0.4 MI E FROM WALTHILL.
 NM0517'0.4 MILE EAST ALONG STATE HIGHWAY 94, THENCE 120 FEET SOUTH
 NM0517'ALONG U.S. HIGHWAY 77, 241 FEET WEST AND ABOUT 2.5 FEET LOWER
 NM0517'THAN HIGHWAY 77, 127 FEET SOUTH OF THE CENTER LINE OF THE
 NM0517'STATE HIGHWAY 94, 151 FEET NORTHWEST OF A GAS LINE RISER, 73
 NM0517'FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, SET IN THE
 NM0517'TOP OF A SQUARE CONCRETE POST WITH AN 8 INCH SQUARE TOP
 NM0517'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0711 ***********************************************************************
 NM0711  DESIGNATION -  D 238
 NM0711  PID         -  NM0711
 NM0711  STATE/COUNTY-  NE/THURSTON
 NM0711  COUNTRY     -  US
 NM0711  USGS QUAD   -  EMERSON SE (2017)
 NM0711
 NM0711                         *CURRENT SURVEY CONTROL
 NM0711  ______________________________________________________________________
 NM0711* NAD 83(1986) POSITION- 42 15 50.     (N) 096 36 33.     (W)   SCALED
 NM0711* NAVD 88 ORTHO HEIGHT -   436.874 (meters)     1433.31  (feet) ADJUSTED
 NM0711  ______________________________________________________________________
 NM0711  GEOID HEIGHT    -        -25.546 (meters)                     GEOID18
 NM0711  DYNAMIC HEIGHT  -        436.724 (meters)     1432.82  (feet) COMP
 NM0711  MODELED GRAVITY -    980,263.8   (mgal)                       NAVD 88
 NM0711
 NM0711  VERT ORDER      -  SECOND    CLASS 0
 NM0711
 NM0711.The horizontal coordinates were scaled from a map and have
 NM0711.an estimated accuracy of +/- 6 seconds.
 NM0711
 NM0711.The orthometric height was determined by differential leveling and
 NM0711.adjusted by the NATIONAL GEODETIC SURVEY
 NM0711.in June 1991.
 NM0711
 NM0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0711.GEOID18 height accuracy estimate available here.
 NM0711
 NM0711.Click photographs - Photos may exist for this station.
 NM0711
 NM0711.The dynamic height is computed by dividing the NAVD 88
 NM0711.geopotential number by the normal gravity value computed on the
 NM0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0711.degrees latitude (g = 980.6199 gals.).
 NM0711
 NM0711.The modeled gravity was interpolated from observed gravity values.
 NM0711
 NM0711;                    North         East    Units  Estimated Accuracy
 NM0711;SPC NE       -   275,350.      779,630.      MT  (+/- 180 meters Scaled)
 NM0711
 NM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM971818(NAD 83)
 NM0711
 NM0711                          SUPERSEDED SURVEY CONTROL
 NM0711
 NM0711  NGVD 29 (??/??/92)  436.706  (m)         1432.76   (f) ADJ UNCH    2 0
 NM0711
 NM0711.Superseded values are not recommended for survey control.
 NM0711
 NM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0711.See file dsdata.pdf to determine how the superseded data were derived.
 NM0711
 NM0711_MARKER: DB = BENCH MARK DISK
 NM0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0711_STAMPING: D 238 1947
 NM0711_MARK LOGO: CGS
 NM0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0711+STABILITY: SURFACE MOTION
 NM0711
 NM0711  HISTORY     - Date     Condition        Report By
 NM0711  HISTORY     - 1947     MONUMENTED       CGS
 NM0711  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0711
 NM0711                          STATION DESCRIPTION
 NM0711
 NM0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0711'7 MI E FROM EMERSON.
 NM0711'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0711'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 6.1 MILES
 NM0711'TO THE FOOT OF A SMALL HILL, 96.0 FEET NORTHWEST OF A POWER
 NM0711'POLE, 29.4 FEET WEST OF A FENCE CORNER POST, 17.2 FEET NORTH
 NM0711'OF THE CENTER OF THE ROAD, 2.0 FEET SOUTH OF A BARBED WIRE
 NM0711'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0711'THE TOP OF A CONCRETE POST.
 NM0711
 NM0711                          STATION RECOVERY (1965)
 NM0711
 NM0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0724 ***********************************************************************
 NM0724  DESIGNATION -  D 239
 NM0724  PID         -  NM0724
 NM0724  STATE/COUNTY-  NE/THURSTON
 NM0724  COUNTRY     -  US
 NM0724  USGS QUAD   -  THURSTON (2017)
 NM0724
 NM0724                         *CURRENT SURVEY CONTROL
 NM0724  ______________________________________________________________________
 NM0724* NAD 83(1986) POSITION- 42 09 46.     (N) 096 37 43.     (W)   SCALED
 NM0724* NAVD 88 ORTHO HEIGHT -   446.750 (meters)     1465.71  (feet) ADJUSTED
 NM0724  ______________________________________________________________________
 NM0724  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 NM0724  DYNAMIC HEIGHT  -        446.593 (meters)     1465.20  (feet) COMP
 NM0724  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 NM0724
 NM0724  VERT ORDER      -  SECOND    CLASS 0
 NM0724
 NM0724.The horizontal coordinates were scaled from a map and have
 NM0724.an estimated accuracy of +/- 6 seconds.
 NM0724
 NM0724.The orthometric height was determined by differential leveling and
 NM0724.adjusted by the NATIONAL GEODETIC SURVEY
 NM0724.in June 1991.
 NM0724
 NM0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0724.GEOID18 height accuracy estimate available here.
 NM0724
 NM0724.Click photographs - Photos may exist for this station.
 NM0724
 NM0724.The dynamic height is computed by dividing the NAVD 88
 NM0724.geopotential number by the normal gravity value computed on the
 NM0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0724.degrees latitude (g = 980.6199 gals.).
 NM0724
 NM0724.The modeled gravity was interpolated from observed gravity values.
 NM0724
 NM0724;                    North         East    Units  Estimated Accuracy
 NM0724;SPC NE       -   264,060.      778,460.      MT  (+/- 180 meters Scaled)
 NM0724
 NM0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM958705(NAD 83)
 NM0724
 NM0724                          SUPERSEDED SURVEY CONTROL
 NM0724
 NM0724  NGVD 29 (??/??/92)  446.592  (m)         1465.19   (f) ADJ UNCH    2 0
 NM0724
 NM0724.Superseded values are not recommended for survey control.
 NM0724
 NM0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0724.See file dsdata.pdf to determine how the superseded data were derived.
 NM0724
 NM0724_MARKER: DB = BENCH MARK DISK
 NM0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0724_STAMPING: D 239 1947
 NM0724_MARK LOGO: CGS
 NM0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0724+STABILITY: SURFACE MOTION
 NM0724
 NM0724  HISTORY     - Date     Condition        Report By
 NM0724  HISTORY     - 1947     MONUMENTED       CGS
 NM0724  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0724
 NM0724                          STATION DESCRIPTION
 NM0724
 NM0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0724'5 MI SE FROM THURSTON.
 NM0724'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT THURSTON,
 NM0724'THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE EAST 4.0
 NM0724'MILES TO A DIRT CROSS ROAD, 53.2 FEET NORTHWEST OF THE
 NM0724'CENTER OF THE INTERSECTION, 37.8 FEET WEST OF THE NORTH-SOUTH
 NM0724'ROAD, 36.4 FEET NORTH OF THE EAST-WEST ROAD, 9.7 FEET WEST OF
 NM0724'A POWER POLE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET
 NM0724'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM0724'GROUND.
 NM0724
 NM0724                          STATION RECOVERY (1966)
 NM0724
 NM0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0443 ***********************************************************************
 NM0443  DESIGNATION -  D 240
 NM0443  PID         -  NM0443
 NM0443  STATE/COUNTY-  NE/THURSTON
 NM0443  COUNTRY     -  US
 NM0443  USGS QUAD   -  ALBATON (2018)
 NM0443
 NM0443                         *CURRENT SURVEY CONTROL
 NM0443  ______________________________________________________________________
 NM0443* NAD 83(1986) POSITION- 42 10 09.     (N) 096 21 22.     (W)   SCALED
 NM0443* NAVD 88 ORTHO HEIGHT -   407.934 (meters)     1338.36  (feet) ADJUSTED
 NM0443  ______________________________________________________________________
 NM0443  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 NM0443  DYNAMIC HEIGHT  -        407.795 (meters)     1337.91  (feet) COMP
 NM0443  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 NM0443
 NM0443  VERT ORDER      -  SECOND    CLASS 0
 NM0443
 NM0443.The horizontal coordinates were scaled from a map and have
 NM0443.an estimated accuracy of +/- 6 seconds.
 NM0443
 NM0443.The orthometric height was determined by differential leveling and
 NM0443.adjusted by the NATIONAL GEODETIC SURVEY
 NM0443.in June 1991.
 NM0443
 NM0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0443.GEOID18 height accuracy estimate available here.
 NM0443
 NM0443.Click photographs - Photos may exist for this station.
 NM0443
 NM0443.The dynamic height is computed by dividing the NAVD 88
 NM0443.geopotential number by the normal gravity value computed on the
 NM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0443.degrees latitude (g = 980.6199 gals.).
 NM0443
 NM0443.The modeled gravity was interpolated from observed gravity values.
 NM0443
 NM0443;                    North         East    Units  Estimated Accuracy
 NM0443;SPC NE       -   265,690.      800,930.      MT  (+/- 180 meters Scaled)
 NM0443
 NM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM183719(NAD 83)
 NM0443
 NM0443                          SUPERSEDED SURVEY CONTROL
 NM0443
 NM0443  NGVD 29 (??/??/92)  407.784  (m)         1337.87   (f) ADJ UNCH    2 0
 NM0443
 NM0443.Superseded values are not recommended for survey control.
 NM0443
 NM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0443.See file dsdata.pdf to determine how the superseded data were derived.
 NM0443
 NM0443_MARKER: DB = BENCH MARK DISK
 NM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0443_STAMPING: D 240 1947
 NM0443_MARK LOGO: CGS
 NM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0443+STABILITY: SURFACE MOTION
 NM0443
 NM0443  HISTORY     - Date     Condition        Report By
 NM0443  HISTORY     - 1947     MONUMENTED       CGS
 NM0443
 NM0443                          STATION DESCRIPTION
 NM0443
 NM0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0443'9.8 MI NE FROM WALTHILL.
 NM0443'8.2 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0443'AT WALTHILL, THENCE NORTH 1.6 MILES ALONG A DIRT ROAD, 0.9 MILE
 NM0443'SOUTH OF BENCH MARK C 240, NEAR THE TOP OF A HILL MARKED BY A
 NM0443'CLEARING ON BOTH SIDES OF THE ROAD, 22.2 FEET WEST OF THE
 NM0443'CENTER OF THE ROAD, 9.9 FEET SOUTH OF AN OAK TREE 2.0 FEET IN
 NM0443'DIAMETER AND BLAZED ON THE EAST SIDE, 2.0 FEET NORTH OF A 4 IN X
 NM0443'4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0443'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0337 ***********************************************************************
 MK0337  DESIGNATION -  D 241
 MK0337  PID         -  MK0337
 MK0337  STATE/COUNTY-  NE/BURT
 MK0337  COUNTRY     -  US
 MK0337  USGS QUAD   -  TEKAMAH (2017)
 MK0337
 MK0337                         *CURRENT SURVEY CONTROL
 MK0337  ______________________________________________________________________
 MK0337* NAD 83(1986) POSITION- 41 46 39.     (N) 096 11 15.     (W)   SCALED
 MK0337* NAVD 88 ORTHO HEIGHT -   313.898 (meters)     1029.85  (feet) ADJUSTED
 MK0337  ______________________________________________________________________
 MK0337  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 MK0337  DYNAMIC HEIGHT  -        313.775 (meters)     1029.44  (feet) COMP
 MK0337  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 MK0337
 MK0337  VERT ORDER      -  SECOND    CLASS 0
 MK0337
 MK0337.The horizontal coordinates were scaled from a map and have
 MK0337.an estimated accuracy of +/- 6 seconds.
 MK0337
 MK0337.The orthometric height was determined by differential leveling and
 MK0337.adjusted by the NATIONAL GEODETIC SURVEY
 MK0337.in June 1991.
 MK0337
 MK0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0337.GEOID18 height accuracy estimate available here.
 MK0337
 MK0337.Click photographs - Photos may exist for this station.
 MK0337
 MK0337.The dynamic height is computed by dividing the NAVD 88
 MK0337.geopotential number by the normal gravity value computed on the
 MK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0337.degrees latitude (g = 980.6199 gals.).
 MK0337
 MK0337.The modeled gravity was interpolated from observed gravity values.
 MK0337
 MK0337;                    North         East    Units  Estimated Accuracy
 MK0337;SPC NE       -   222,840.      816,760.      MT  (+/- 180 meters Scaled)
 MK0337
 MK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM337288(NAD 83)
 MK0337
 MK0337                          SUPERSEDED SURVEY CONTROL
 MK0337
 MK0337  NGVD 29 (??/??/92)  313.760  (m)         1029.39   (f) ADJ UNCH    2 0
 MK0337
 MK0337.Superseded values are not recommended for survey control.
 MK0337
 MK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0337.See file dsdata.pdf to determine how the superseded data were derived.
 MK0337
 MK0337_MARKER: DB = BENCH MARK DISK
 MK0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0337_SP_SET: BRIDGE ABUTMENT
 MK0337_STAMPING: D 241 1947
 MK0337_MARK LOGO: CGS
 MK0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0337
 MK0337  HISTORY     - Date     Condition        Report By
 MK0337  HISTORY     - 1947     MONUMENTED       CGS
 MK0337  HISTORY     - 1947     GOOD             LOCSUR
 MK0337
 MK0337                          STATION DESCRIPTION
 MK0337
 MK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0337'1.7 MI E FROM TEKAMAH.
 MK0337'1.7 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0337'TEKAMAH, AT THE EAST END OF A STEEL BRIDGE OVER A DRAINAGE
 MK0337'DITCH, 11.2 FEET NORTH OF THE CENTER OF THE ROAD, 3.0 FEET
 MK0337'NORTH OF THE NORTH EDGE OF THE STEEL GIRDER, SET IN TOP OF
 MK0337'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE,
 MK0337'ABOUT 0.5 FOOT BELOW THE BRIDGE FLOOR.
 MK0337
 MK0337                          STATION RECOVERY (1947)
 MK0337
 MK0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947
 MK0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2191 ***********************************************************************
 MK2191  DESIGNATION -  D 242 RESET
 MK2191  PID         -  MK2191
 MK2191  STATE/COUNTY-  NE/BURT
 MK2191  COUNTRY     -  US
 MK2191  USGS QUAD   -  TEKAMAH NW (2017)
 MK2191
 MK2191                         *CURRENT SURVEY CONTROL
 MK2191  ______________________________________________________________________
 MK2191* NAD 83(1986) POSITION- 41 59 21.     (N) 096 14 47.     (W)   SCALED
 MK2191* NAVD 88 ORTHO HEIGHT -   324.42  (meters)     1064.4   (feet) RESET
 MK2191  ______________________________________________________________________
 MK2191  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 MK2191  VERT ORDER      -  THIRD
 MK2191
 MK2191.The horizontal coordinates were scaled from a map and have
 MK2191.an estimated accuracy of +/- 6 seconds.
 MK2191
 MK2191.The orthometric height was computed from unverified reset data.
 MK2191
 MK2191.No vertical observational check was made to the station.
 MK2191
 MK2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2191.GEOID18 height accuracy estimate available here.
 MK2191
 MK2191.Click photographs - Photos may exist for this station.
 MK2191
 MK2191;                    North         East    Units  Estimated Accuracy
 MK2191;SPC NE       -   246,100.      810,850.      MT  (+/- 180 meters Scaled)
 MK2191
 MK2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM280522(NAD 83)
 MK2191
 MK2191                          SUPERSEDED SURVEY CONTROL
 MK2191
 MK2191  NGVD 29 (01/31/13)  324.27   (m)         1063.9    (f) RESET       3  
 MK2191
 MK2191.Superseded values are not recommended for survey control.
 MK2191
 MK2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2191.See file dsdata.pdf to determine how the superseded data were derived.
 MK2191
 MK2191_MARKER: DV = VERTICAL CONTROL DISK
 MK2191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK2191_STAMPING: D 242 RESET 1986
 MK2191_MARK LOGO: NGS
 MK2191_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2191+STABILITY: SURFACE MOTION
 MK2191
 MK2191  HISTORY     - Date     Condition        Report By
 MK2191  HISTORY     - 1986     MONUMENTED       NGS
 MK2191
 MK2191                          STATION DESCRIPTION
 MK2191
 MK2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2191'FROM THE POST OFFICE IN DECATUR GO SOUTH 0.45 MILE (0.72 KM) ON
 MK2191'BROADWAY STREET TO HIGHWAY 75, TURN LEFT ON HIGHWAY 75 FOR 0.80 MILES
 MK2191'(1.29 KM) TO COUNTY ROAD INTERSECTION, TURN RIGHT (WEST) ON COUNTY
 MK2191'ROAD 0.05 MILE, MARK IS 40.0 FEET (12.2 M) SOUTH OF CENTERLINE OF
 MK2191'COUNTY ROAD, NO WITNESS POST WAS SET DUE TO FARMER WANTING TO MOW
 MK2191'AROUND BUILDING, MARK IS 1.4 FOOT (0.4 M) LOWER IN ELEVATION OF
 MK2191'CENTERLINE OF COUNTY ROAD.  NOTE--DEPTH OF PIPE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0375 ***********************************************************************
 MK0375  DESIGNATION -  D 245
 MK0375  PID         -  MK0375
 MK0375  STATE/COUNTY-  NE/BURT
 MK0375  COUNTRY     -  US
 MK0375  USGS QUAD   -  HERMAN (2017)
 MK0375
 MK0375                         *CURRENT SURVEY CONTROL
 MK0375  ______________________________________________________________________
 MK0375* NAD 83(1986) POSITION- 41 41 23.     (N) 096 14 39.     (W)   SCALED
 MK0375* NAVD 88 ORTHO HEIGHT -   332.209 (meters)     1089.92  (feet) ADJUSTED
 MK0375  ______________________________________________________________________
 MK0375  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 MK0375  DYNAMIC HEIGHT  -        332.074 (meters)     1089.48  (feet) COMP
 MK0375  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 MK0375
 MK0375  VERT ORDER      -  SECOND    CLASS 0
 MK0375
 MK0375.The horizontal coordinates were scaled from a map and have
 MK0375.an estimated accuracy of +/- 6 seconds.
 MK0375
 MK0375.The orthometric height was determined by differential leveling and
 MK0375.adjusted by the NATIONAL GEODETIC SURVEY
 MK0375.in June 1991.
 MK0375
 MK0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0375.GEOID18 height accuracy estimate available here.
 MK0375
 MK0375.Click photographs - Photos may exist for this station.
 MK0375
 MK0375.The dynamic height is computed by dividing the NAVD 88
 MK0375.geopotential number by the normal gravity value computed on the
 MK0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0375.degrees latitude (g = 980.6199 gals.).
 MK0375
 MK0375.The modeled gravity was interpolated from observed gravity values.
 MK0375
 MK0375;                    North         East    Units  Estimated Accuracy
 MK0375;SPC NE       -   212,900.      812,480.      MT  (+/- 180 meters Scaled)
 MK0375
 MK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM293189(NAD 83)
 MK0375
 MK0375                          SUPERSEDED SURVEY CONTROL
 MK0375
 MK0375  NGVD 29 (??/??/92)  332.069  (m)         1089.46   (f) ADJ UNCH    2 0
 MK0375
 MK0375.Superseded values are not recommended for survey control.
 MK0375
 MK0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0375.See file dsdata.pdf to determine how the superseded data were derived.
 MK0375
 MK0375_MARKER: DB = BENCH MARK DISK
 MK0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0375_STAMPING: D 245 1947
 MK0375_MARK LOGO: CGS
 MK0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0375+STABILITY: SURFACE MOTION
 MK0375
 MK0375  HISTORY     - Date     Condition        Report By
 MK0375  HISTORY     - 1947     MONUMENTED       CGS
 MK0375
 MK0375                          STATION DESCRIPTION
 MK0375
 MK0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0375'2.2 MI NW FROM HERMAN.
 MK0375'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE AT
 MK0375'HERMAN, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0375'1.15 MILE NORTHWEST ALONG A GRAVEL ROAD, 266.0 FEET SOUTH OF
 MK0375'THE CENTER OF AN EAST-WEST CROSS ROAD, 139.0 FEET NORTH OF THE
 MK0375'CENTER OF A PRIVATE DRIVE-WAY LEADING WEST TO A FARM HOUSE,
 MK0375'64.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 MK0375'NO. 8, 36.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 MK0375'19.0 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A REFERENCE
 MK0375'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0375'ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0461 ***********************************************************************
 MK0461  DESIGNATION -  D 246
 MK0461  PID         -  MK0461
 MK0461  STATE/COUNTY-  NE/BURT
 MK0461  COUNTRY     -  US
 MK0461  USGS QUAD   -  TEKAMAH NW (2017)
 MK0461
 MK0461                         *CURRENT SURVEY CONTROL
 MK0461  ______________________________________________________________________
 MK0461* NAD 83(1986) POSITION- 41 59 50.     (N) 096 14 55.     (W)   SCALED
 MK0461* NAVD 88 ORTHO HEIGHT -   324.858 (meters)     1065.81  (feet) ADJUSTED
 MK0461  ______________________________________________________________________
 MK0461  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 MK0461  DYNAMIC HEIGHT  -        324.742 (meters)     1065.42  (feet) COMP
 MK0461  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 MK0461
 MK0461  VERT ORDER      -  SECOND    CLASS 0
 MK0461
 MK0461.The horizontal coordinates were scaled from a map and have
 MK0461.an estimated accuracy of +/- 6 seconds.
 MK0461
 MK0461.The orthometric height was determined by differential leveling and
 MK0461.adjusted by the NATIONAL GEODETIC SURVEY
 MK0461.in June 1991.
 MK0461
 MK0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0461.GEOID18 height accuracy estimate available here.
 MK0461
 MK0461.Click photographs - Photos may exist for this station.
 MK0461
 MK0461.The dynamic height is computed by dividing the NAVD 88
 MK0461.geopotential number by the normal gravity value computed on the
 MK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0461.degrees latitude (g = 980.6199 gals.).
 MK0461
 MK0461.The modeled gravity was interpolated from observed gravity values.
 MK0461
 MK0461;                    North         East    Units  Estimated Accuracy
 MK0461;SPC NE       -   246,990.      810,630.      MT  (+/- 180 meters Scaled)
 MK0461
 MK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM278531(NAD 83)
 MK0461
 MK0461                          SUPERSEDED SURVEY CONTROL
 MK0461
 MK0461  NGVD 29 (??/??/92)  324.714  (m)         1065.33   (f) ADJ UNCH    2 0
 MK0461
 MK0461.Superseded values are not recommended for survey control.
 MK0461
 MK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0461.See file dsdata.pdf to determine how the superseded data were derived.
 MK0461
 MK0461_MARKER: DB = BENCH MARK DISK
 MK0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0461_STAMPING: D 246 1947
 MK0461_MARK LOGO: CGS
 MK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0461+STABILITY: SURFACE MOTION
 MK0461
 MK0461  HISTORY     - Date     Condition        Report By
 MK0461  HISTORY     - 1947     MONUMENTED       CGS
 MK0461
 MK0461                          STATION DESCRIPTION
 MK0461
 MK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0461'1 MI S FROM DECATUR.
 MK0461'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0461'DECATUR, AT THE EAGLETON AIR FIELD, 0.1 MILE WEST OF THE HIGHWAY,
 MK0461'21.7 FEET SOUTH OF THE WEST ENTRANCE DOOR OF THE OFFICE, 4.0
 MK0461'FEET NORTHWEST OF THE SOUTHWEST CORNER OF AND 3.3 FEET WEST OF THE
 MK0461'WEST WALL OF THE MAIN HANGAR, 1.5 FOOT NORTH OF A REFERENCE POST,
 MK0461'0.7 FOOT WEST OF THE WEST EDGE OF THE CONCRETE WALK, SET IN A
 MK0461'CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0425 ***********************************************************************
 MK0425  DESIGNATION -  D 247 RESET
 MK0425  PID         -  MK0425
 MK0425  STATE/COUNTY-  NE/WASHINGTON
 MK0425  COUNTRY     -  US
 MK0425  USGS QUAD   -  ORUM (2017)
 MK0425
 MK0425                         *CURRENT SURVEY CONTROL
 MK0425  ______________________________________________________________________
 MK0425* NAD 83(1986) POSITION- 41 32 18.     (N) 096 16 48.     (W)   SCALED
 MK0425* NAVD 88 ORTHO HEIGHT -   403.93  (meters)     1325.2   (feet) RESET
 MK0425  ______________________________________________________________________
 MK0425  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 MK0425  VERT ORDER      -  THIRD
 MK0425
 MK0425.The horizontal coordinates were scaled from a map and have
 MK0425.an estimated accuracy of +/- 6 seconds.
 MK0425
 MK0425.The orthometric height was computed from unverified reset data.
 MK0425
 MK0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0425.GEOID18 height accuracy estimate available here.
 MK0425
 MK0425.Click photographs - Photos may exist for this station.
 MK0425
 MK0425;                    North         East    Units  Estimated Accuracy
 MK0425;SPC NE       -   195,970.      810,220.      MT  (+/- 180 meters Scaled)
 MK0425
 MK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268020(NAD 83)
 MK0425
 MK0425                          SUPERSEDED SURVEY CONTROL
 MK0425
 MK0425  NGVD 29 (??/??/??)  403.78   (m)         1324.7    (f) RESET       3  
 MK0425
 MK0425.Superseded values are not recommended for survey control.
 MK0425
 MK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0425.See file dsdata.pdf to determine how the superseded data were derived.
 MK0425
 MK0425_MARKER: DB = BENCH MARK DISK
 MK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0425_STAMPING: D 247 RESET 1955
 MK0425_MARK LOGO: CGS
 MK0425_PROJECTION: FLUSH
 MK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0425+STABILITY: SURFACE MOTION
 MK0425
 MK0425  HISTORY     - Date     Condition        Report By
 MK0425  HISTORY     - 1955     MONUMENTED       NEDR
 MK0425
 MK0425                          STATION DESCRIPTION
 MK0425
 MK0425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0425'0.9 MI SW FROM ORUM.
 MK0425'0.5 MILE SOUTH AND 0.4 MILE WEST ALONG STATE HIGHWAY 91 FROM THE
 MK0425'SCHOOL AT ORUM, WASHINGTON COUNTY, 0.05 MILE EAST OF THE JUNCTION
 MK0425'OF A ROAD LEADING SOUTH, 101 FEET EAST OF THE CENTERLINE OF A
 MK0425'PRIVATE DRIVEWAY LEADING NORTH TO A FARMYARD, 40 FEET WEST OF THE
 MK0425'CENTERLINE OF A DRIVEWAY LEADING TO A GARAGE ATTACHED TO A
 MK0425'FARMHOUSE, 21.0 FEET EAST OF A POWER POLE, 49.5 FEET NORTH OF THE
 MK0425'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 247 RESET
 MK0425'1955 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MK0425'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0517 ***********************************************************************
 MK0517  DESIGNATION -  D 248 RESET
 MK0517  PID         -  MK0517
 MK0517  STATE/COUNTY-  NE/WASHINGTON
 MK0517  COUNTRY     -  US
 MK0517  USGS QUAD   -  KENNARD (2017)
 MK0517
 MK0517                         *CURRENT SURVEY CONTROL
 MK0517  ______________________________________________________________________
 MK0517* NAD 83(1986) POSITION- 41 27 33.     (N) 096 08 14.     (W)   SCALED
 MK0517* NAVD 88 ORTHO HEIGHT -   406.58  (meters)     1333.9   (feet) RESET
 MK0517  ______________________________________________________________________
 MK0517  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 MK0517  VERT ORDER      -  THIRD
 MK0517
 MK0517.The horizontal coordinates were scaled from a map and have
 MK0517.an estimated accuracy of +/- 6 seconds.
 MK0517
 MK0517.The orthometric height was computed from unverified reset data.
 MK0517
 MK0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0517.GEOID18 height accuracy estimate available here.
 MK0517
 MK0517.Click photographs - Photos may exist for this station.
 MK0517
 MK0517;                    North         East    Units  Estimated Accuracy
 MK0517;SPC NE       -   187,710.      822,510.      MT  (+/- 180 meters Scaled)
 MK0517
 MK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL390936(NAD 83)
 MK0517
 MK0517                          SUPERSEDED SURVEY CONTROL
 MK0517
 MK0517  NGVD 29 (??/??/??)  406.43   (m)         1333.4    (f) RESET       3  
 MK0517
 MK0517.Superseded values are not recommended for survey control.
 MK0517
 MK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0517.See file dsdata.pdf to determine how the superseded data were derived.
 MK0517
 MK0517_MARKER: DB = BENCH MARK DISK
 MK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0517_STAMPING: D 248 RESET 1958
 MK0517_MARK LOGO: CGS
 MK0517_PROJECTION: FLUSH
 MK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0517+STABILITY: SURFACE MOTION
 MK0517
 MK0517  HISTORY     - Date     Condition        Report By
 MK0517  HISTORY     - 1958     MONUMENTED       NEDR
 MK0517
 MK0517                          STATION DESCRIPTION
 MK0517
 MK0517'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0517'4 MI E FROM KENNARD.
 MK0517'0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE RAILROAD
 MK0517'STATION AT KENNARD, THENCE EAST 2.9 MILES ALONG A GRAVEL ROAD,
 MK0517'THENCE SOUTH 1.0 MILE ALONG A PAVED ROAD, 0.3 MILE SOUTHWEST
 MK0517'OF A FARMHOUSE, 69 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MK0517'66 FEET SOUTH OF A TELEPHONE POLE, 103 FEET NORTH OF A TELEPHONE
 MK0517'POLE, 2 FEET SOUTH OF A 4 X 4 MARKER POST, AND SET IN THE TOP
 MK0517'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0731 ***********************************************************************
 LH0731  DESIGNATION -  D 25
 LH0731  PID         -  LH0731
 LH0731  STATE/COUNTY-  NE/FURNAS
 LH0731  COUNTRY     -  US
 LH0731  USGS QUAD   -  HENDLEY (2017)
 LH0731
 LH0731                         *CURRENT SURVEY CONTROL
 LH0731  ______________________________________________________________________
 LH0731* NAD 83(1986) POSITION- 40 07 51.     (N) 099 53 35.     (W)   SCALED
 LH0731* NAVD 88 ORTHO HEIGHT -   687.470 (meters)     2255.47  (feet) ADJUSTED
 LH0731  ______________________________________________________________________
 LH0731  GEOID HEIGHT    -        -24.628 (meters)                     GEOID18
 LH0731  DYNAMIC HEIGHT  -        687.030 (meters)     2254.03  (feet) COMP
 LH0731  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 LH0731
 LH0731  VERT ORDER      -  FIRST     CLASS II
 LH0731
 LH0731.The horizontal coordinates were scaled from a map and have
 LH0731.an estimated accuracy of +/- 6 seconds.
 LH0731
 LH0731.The orthometric height was determined by differential leveling and
 LH0731.adjusted by the NATIONAL GEODETIC SURVEY
 LH0731.in June 1991.
 LH0731
 LH0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0731.GEOID18 height accuracy estimate available here.
 LH0731
 LH0731.Click photographs - Photos may exist for this station.
 LH0731
 LH0731.The dynamic height is computed by dividing the NAVD 88
 LH0731.geopotential number by the normal gravity value computed on the
 LH0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0731.degrees latitude (g = 980.6199 gals.).
 LH0731
 LH0731.The modeled gravity was interpolated from observed gravity values.
 LH0731
 LH0731;                    North         East    Units  Estimated Accuracy
 LH0731;SPC NE       -    33,040.      509,110.      MT  (+/- 180 meters Scaled)
 LH0731
 LH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239426(NAD 83)
 LH0731
 LH0731                          SUPERSEDED SURVEY CONTROL
 LH0731
 LH0731  NGVD 29 (??/??/92)  687.194  (m)         2254.57   (f) ADJ UNCH    1 2
 LH0731
 LH0731.Superseded values are not recommended for survey control.
 LH0731
 LH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0731.See file dsdata.pdf to determine how the superseded data were derived.
 LH0731
 LH0731_MARKER: DB = BENCH MARK DISK
 LH0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0731_STAMPING: D 25 1933
 LH0731_MARK LOGO: CGS
 LH0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0731+STABILITY: SURFACE MOTION
 LH0731
 LH0731  HISTORY     - Date     Condition        Report By
 LH0731  HISTORY     - 1933     MONUMENTED       CGS
 LH0731  HISTORY     - 1957     MARK NOT FOUND   CGS
 LH0731  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0731
 LH0731                          STATION DESCRIPTION
 LH0731
 LH0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LH0731'11.9 MI S FROM ARAPAHOE.
 LH0731'11.9 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE CHICAGO,
 LH0731'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, ABOUT
 LH0731'113 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 89, AND 32
 LH0731'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 21.  A STANDARD
 LH0731'DISK, STAMPED D 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0731'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- USGS REPORT-- THE
 LH0731'HIGHWAY HAS BEEN CHANGED AT THIS LOCATION.
 LH0731
 LH0731                          STATION RECOVERY (1986)
 LH0731
 LH0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0731'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0029 ***********************************************************************
 LH0029  DESIGNATION -  D 250
 LH0029  PID         -  LH0029
 LH0029  STATE/COUNTY-  NE/ADAMS
 LH0029  COUNTRY     -  US
 LH0029  USGS QUAD   -  TRUMBULL (2017)
 LH0029
 LH0029                         *CURRENT SURVEY CONTROL
 LH0029  ______________________________________________________________________
 LH0029* NAD 83(1986) POSITION- 40 38 27.     (N) 098 22 24.     (W)   SCALED
 LH0029* NAVD 88 ORTHO HEIGHT -   585.359 (meters)     1920.47  (feet) ADJUSTED
 LH0029  ______________________________________________________________________
 LH0029  GEOID HEIGHT    -        -25.257 (meters)                     GEOID18
 LH0029  DYNAMIC HEIGHT  -        585.035 (meters)     1919.40  (feet) COMP
 LH0029  MODELED GRAVITY -    980,053.1   (mgal)                       NAVD 88
 LH0029
 LH0029  VERT ORDER      -  FIRST     CLASS II
 LH0029
 LH0029.The horizontal coordinates were scaled from a map and have
 LH0029.an estimated accuracy of +/- 6 seconds.
 LH0029
 LH0029.The orthometric height was determined by differential leveling and
 LH0029.adjusted by the NATIONAL GEODETIC SURVEY
 LH0029.in May 1993.
 LH0029
 LH0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0029.GEOID18 height accuracy estimate available here.
 LH0029
 LH0029.Click photographs - Photos may exist for this station.
 LH0029
 LH0029.The dynamic height is computed by dividing the NAVD 88
 LH0029.geopotential number by the normal gravity value computed on the
 LH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0029.degrees latitude (g = 980.6199 gals.).
 LH0029
 LH0029.The modeled gravity was interpolated from observed gravity values.
 LH0029
 LH0029;                    North         East    Units  Estimated Accuracy
 LH0029;SPC NE       -    90,950.      637,560.      MT  (+/- 180 meters Scaled)
 LH0029
 LH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK529990(NAD 83)
 LH0029
 LH0029                          SUPERSEDED SURVEY CONTROL
 LH0029
 LH0029  NAVD 88 (06/15/91)  585.342  (m)         1920.41   (f) SUPERSEDED  1 2
 LH0029  NGVD 29 (02/14/92)  585.110  (m)         1919.65   (f) ADJUSTED    1 2
 LH0029  NGVD 29 (??/??/87)  585.110  (m)         1919.65   (f) SUPERSEDED  1 2
 LH0029
 LH0029.Superseded values are not recommended for survey control.
 LH0029
 LH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0029.See file dsdata.pdf to determine how the superseded data were derived.
 LH0029
 LH0029_MARKER: DB = BENCH MARK DISK
 LH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0029_STAMPING: D 250 1947
 LH0029_MARK LOGO: CGS
 LH0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0029+STABILITY: SURFACE MOTION
 LH0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0029+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0029
 LH0029  HISTORY     - Date     Condition        Report By
 LH0029  HISTORY     - 1947     MONUMENTED       CGS
 LH0029  HISTORY     - 19910925 GOOD             NGS
 LH0029  HISTORY     - 20010810 GOOD             NEDR
 LH0029
 LH0029                          STATION DESCRIPTION
 LH0029
 LH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0029'3.8 MI S FROM HANSEN.
 LH0029'3.8 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0029'AT HANSEN, AT A ROAD CROSSING, 139.0 FEET NORTH OF THE CENTER
 LH0029'LINE OF THE ROAD, 118.7 FEET NORTHWEST OF THE SIXTH POLE NORTH
 LH0029'OF MILEPOST 231, 105.3 FEET NORTH OF A FENCE CORNER, 46.5 FEET
 LH0029'WEST OF THE WEST RAIL AND ONE FOOT LOWER, 3.0 FEET NORTH OF A
 LH0029'REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 LH0029'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 LH0029'GROUND.
 LH0029
 LH0029                          STATION RECOVERY (1991)
 LH0029
 LH0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0029'4.2 KM (2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0029'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH0029'EASTERLY ALONG A GRAVELED ROAD, 43.0 M (141.1 FT) NORTH OF THE CENTER
 LH0029'OF THE ROAD, 14.1 M (46.3 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH0029'PACIFIC RAILROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 LH0029'FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.4 M
 LH0029'(1.3 FT) ABOVE THE GROUND SURFACE.
 LH0029
 LH0029                          STATION RECOVERY (2001)
 LH0029
 LH0029'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0029'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/HALL
 LH0029'COUNTY LINE AND HIGHWAY 281, PROCEED SOUTH DOWN HIGHWAY 281 4.0 MILES
 LH0029'(6.4 KM) TO A CROSSROADS.  TURN LEFT GOING EAST DOWN LOCHLAND ROAD
 LH0029'0.45 MILE (0.72 KM) TO THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0281 ***********************************************************************
 LH0281  DESIGNATION -  D 252
 LH0281  PID         -  LH0281
 LH0281  STATE/COUNTY-  NE/ADAMS
 LH0281  COUNTRY     -  US
 LH0281  USGS QUAD   -  AYR (2017)
 LH0281
 LH0281                         *CURRENT SURVEY CONTROL
 LH0281  ______________________________________________________________________
 LH0281* NAD 83(1986) POSITION- 40 26 55.     (N) 098 26 17.     (W)   SCALED
 LH0281* NAVD 88 ORTHO HEIGHT -   558.375 (meters)     1831.94  (feet) ADJUSTED
 LH0281  ______________________________________________________________________
 LH0281  GEOID HEIGHT    -        -25.463 (meters)                     GEOID18
 LH0281  DYNAMIC HEIGHT  -        558.060 (meters)     1830.90  (feet) COMP
 LH0281  MODELED GRAVITY -    980,043.0   (mgal)                       NAVD 88
 LH0281
 LH0281  VERT ORDER      -  FIRST     CLASS II
 LH0281
 LH0281.The horizontal coordinates were scaled from a map and have
 LH0281.an estimated accuracy of +/- 6 seconds.
 LH0281
 LH0281.The orthometric height was determined by differential leveling and
 LH0281.adjusted by the NATIONAL GEODETIC SURVEY
 LH0281.in June 1991.
 LH0281
 LH0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0281.GEOID18 height accuracy estimate available here.
 LH0281
 LH0281.Click photographs - Photos may exist for this station.
 LH0281
 LH0281.The dynamic height is computed by dividing the NAVD 88
 LH0281.geopotential number by the normal gravity value computed on the
 LH0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0281.degrees latitude (g = 980.6199 gals.).
 LH0281
 LH0281.The modeled gravity was interpolated from observed gravity values.
 LH0281
 LH0281;                    North         East    Units  Estimated Accuracy
 LH0281;SPC NE       -    69,510.      632,470.      MT  (+/- 180 meters Scaled)
 LH0281
 LH0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK476777(NAD 83)
 LH0281
 LH0281                          SUPERSEDED SURVEY CONTROL
 LH0281
 LH0281  NGVD 29 (??/??/92)  558.152  (m)         1831.20   (f) ADJ UNCH    1 2
 LH0281
 LH0281.Superseded values are not recommended for survey control.
 LH0281
 LH0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0281.See file dsdata.pdf to determine how the superseded data were derived.
 LH0281
 LH0281_MARKER: DB = BENCH MARK DISK
 LH0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0281_STAMPING: D 252 1947
 LH0281_MARK LOGO: CGS
 LH0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0281+STABILITY: SURFACE MOTION
 LH0281
 LH0281  HISTORY     - Date     Condition        Report By
 LH0281  HISTORY     - 1947     MONUMENTED       CGS
 LH0281
 LH0281                          STATION DESCRIPTION
 LH0281
 LH0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0281'0.7 MI N FROM AYR.
 LH0281'0.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0281'FROM THE STATION AT AYR, IN THE SOUTHEAST QUARTER OF A PRIVATE
 LH0281'ROAD CROSSING, ABOUT 0.1 MILE NORTH OF MILEPOST 11, 44.4 FEET
 LH0281'EAST OF THE EAST RAIL OF THE TRACK, 15.0 FEET SOUTH OF THE
 LH0281'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE, 1.5 FEET NORTH
 LH0281'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0281'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0761 ***********************************************************************
 MJ0761  DESIGNATION -  D 253
 MJ0761  PID         -  MJ0761
 MJ0761  STATE/COUNTY-  NE/DOUGLAS
 MJ0761  COUNTRY     -  US
 MJ0761  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0761
 MJ0761                         *CURRENT SURVEY CONTROL
 MJ0761  ______________________________________________________________________
 MJ0761* NAD 83(1986) POSITION- 41 21 31.     (N) 095 57 39.     (W)   SCALED
 MJ0761* NAVD 88 ORTHO HEIGHT -   304.629 (meters)      999.44  (feet) ADJUSTED
 MJ0761  ______________________________________________________________________
 MJ0761  GEOID HEIGHT    -        -28.029 (meters)                     GEOID18
 MJ0761  DYNAMIC HEIGHT  -        304.495 (meters)      999.00  (feet) COMP
 MJ0761  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 MJ0761
 MJ0761  VERT ORDER      -  SECOND    CLASS 0
 MJ0761
 MJ0761.The horizontal coordinates were scaled from a map and have
 MJ0761.an estimated accuracy of +/- 6 seconds.
 MJ0761
 MJ0761.The orthometric height was determined by differential leveling and
 MJ0761.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0761.in June 1991.
 MJ0761
 MJ0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0761.GEOID18 height accuracy estimate available here.
 MJ0761
 MJ0761.Click photographs - Photos may exist for this station.
 MJ0761
 MJ0761.The dynamic height is computed by dividing the NAVD 88
 MJ0761.geopotential number by the normal gravity value computed on the
 MJ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0761.degrees latitude (g = 980.6199 gals.).
 MJ0761
 MJ0761.The modeled gravity was interpolated from observed gravity values.
 MJ0761
 MJ0761;                    North         East    Units  Estimated Accuracy
 MJ0761;SPC NE       -   177,240.      837,750.      MT  (+/- 180 meters Scaled)
 MJ0761
 MJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523827(NAD 83)
 MJ0761
 MJ0761                          SUPERSEDED SURVEY CONTROL
 MJ0761
 MJ0761  NGVD 29 (??/??/92)  304.495  (m)          999.00   (f) ADJ UNCH    2 0
 MJ0761
 MJ0761.Superseded values are not recommended for survey control.
 MJ0761
 MJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0761.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0761
 MJ0761_MARKER: DB = BENCH MARK DISK
 MJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0761_STAMPING: D 253 1947
 MJ0761_MARK LOGO: CGS
 MJ0761_PROJECTION: FLUSH
 MJ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0761+STABILITY: SURFACE MOTION
 MJ0761
 MJ0761  HISTORY     - Date     Condition        Report By
 MJ0761  HISTORY     - 1947     MONUMENTED       CGS
 MJ0761  HISTORY     - 19890606 MARK NOT FOUND   NGS
 MJ0761
 MJ0761                          STATION DESCRIPTION
 MJ0761
 MJ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0761'7.6 MI N FROM OMAHA.
 MJ0761'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST ALONG
 MJ0761'FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0761'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH
 MJ0761'OF FARNAM STREET), THENCE 2.7 MILES NORTH ALONG JOHN J. PERSHING
 MJ0761'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE BENCH MARK.
 MJ0761'THE MARK IS ABOUT 58 YARDS SOUTH OF THE SOUTHEAST CORNER OF A
 MJ0761'HOUSE, 64.9 FEET SOUTH OF A 30-INCH MAPLE TREE, 35.6 FEET
 MJ0761'NORTH OF A FENCE CORNER, 29 FEET WEST OF AND LEVEL WITH THE CENTER
 MJ0761'LINE OF THE ROAD, 12.4 FEET NORTH OF A 30-INCH MAPLE TREE, AND
 MJ0761'4 FEET WEST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A
 MJ0761'CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0761
 MJ0761                          STATION RECOVERY (1989)
 MJ0761
 MJ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 MJ0761'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0511 ***********************************************************************
 MK0511  DESIGNATION -  D 254 RESET
 MK0511  PID         -  MK0511
 MK0511  STATE/COUNTY-  NE/DOUGLAS
 MK0511  COUNTRY     -  US
 MK0511  USGS QUAD   -  IRVINGTON (2017)
 MK0511
 MK0511                         *CURRENT SURVEY CONTROL
 MK0511  ______________________________________________________________________
 MK0511* NAD 83(1986) POSITION- 41 18 01.42   (N) 096 00 24.66   (W)   HD_HELD1
 MK0511* NAVD 88 ORTHO HEIGHT -   357.46  (meters)     1172.8   (feet) RESET
 MK0511  ______________________________________________________________________
 MK0511  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 MK0511  VERT ORDER      -  THIRD
 MK0511
 MK0511.The horizontal coordinates were determined by differentially corrected
 MK0511.hand held GPS observations or other comparable positioning techniques
 MK0511.and have an estimated accuracy of +/- 3 meters.
 MK0511
 MK0511.The orthometric height was computed from unverified reset data.
 MK0511
 MK0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0511.GEOID18 height accuracy estimate available here.
 MK0511
 MK0511.Click photographs - Photos may exist for this station.
 MK0511
 MK0511;                    North         East    Units  Estimated Accuracy
 MK0511;SPC NE       -   170,600.1     834,203.6     MT  (+/- 3 meters HH1 GPS) 
 MK0511
 MK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5059776426(NAD 83)
 MK0511
 MK0511                          SUPERSEDED SURVEY CONTROL
 MK0511
 MK0511.No superseded survey control is available for this station.
 MK0511
 MK0511_MARKER: DB = BENCH MARK DISK
 MK0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0511_SP_SET: CONCRETE FOUNDATION
 MK0511_STAMPING: D 254 RESET 1966
 MK0511_MARK LOGO: CGS
 MK0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0511+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 MK0511
 MK0511  HISTORY     - Date     Condition        Report By
 MK0511  HISTORY     - 1966     MONUMENTED       CGS
 MK0511  HISTORY     - 20110214 GOOD             INDIV
 MK0511
 MK0511                          STATION DESCRIPTION
 MK0511
 MK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MK0511'AT OMAHA.
 MK0511'AT OMAHA, ABOUT 300 FEET NORTH OF THE INTERSECTION OF AMES
 MK0511'AVENUE AND 61ST STREET, AT THE WEST SIDE OF THE FIRE STATION
 MK0511'AT 4515 61ST STREET, 0.7 FOOT EAST OF THE NORTHEAST CORNER OF A
 MK0511'BRICK SHADOW WALL, 8.5 FEET WEST-NORTHWEST OF THE CENTER OF THE
 MK0511'DOOR AT FIRE STATION, 65.5 FEET EAST OF 61ST STREET, ABOUT 5
 MK0511'INCHES ABOVE DRIVEWAY AT STATION, AT THE NORTHWEST SIDE OF THE
 MK0511'WALK AND MAIN DOOR TO STATION, CEMENTED IN A DRILL HOLE IN
 MK0511'CONCRETE FOUNDATION WALL AND IS FLUSH WITH THE WALL.
 MK0511
 MK0511                          STATION RECOVERY (2011)
 MK0511
 MK0511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0894 ***********************************************************************
 MJ0894  DESIGNATION -  D 255
 MJ0894  PID         -  MJ0894
 MJ0894  STATE/COUNTY-  NE/DOUGLAS
 MJ0894  COUNTRY     -  US
 MJ0894  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0894
 MJ0894                         *CURRENT SURVEY CONTROL
 MJ0894  ______________________________________________________________________
 MJ0894* NAD 83(1986) POSITION- 41 16 17.     (N) 095 56 37.     (W)   SCALED
 MJ0894* NAVD 88 ORTHO HEIGHT -   310.353 (meters)     1018.22  (feet) ADJUSTED
 MJ0894  ______________________________________________________________________
 MJ0894  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 MJ0894  DYNAMIC HEIGHT  -        310.222 (meters)     1017.79  (feet) COMP
 MJ0894  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 MJ0894
 MJ0894  VERT ORDER      -  FIRST     CLASS II
 MJ0894
 MJ0894.The horizontal coordinates were scaled from a map and have
 MJ0894.an estimated accuracy of +/- 6 seconds.
 MJ0894
 MJ0894.The orthometric height was determined by differential leveling and
 MJ0894.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0894.in June 1991.
 MJ0894
 MJ0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0894.GEOID18 height accuracy estimate available here.
 MJ0894
 MJ0894.Click photographs - Photos may exist for this station.
 MJ0894
 MJ0894.The dynamic height is computed by dividing the NAVD 88
 MJ0894.geopotential number by the normal gravity value computed on the
 MJ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0894.degrees latitude (g = 980.6199 gals.).
 MJ0894
 MJ0894.The modeled gravity was interpolated from observed gravity values.
 MJ0894
 MJ0894;                    North         East    Units  Estimated Accuracy
 MJ0894;SPC NE       -   167,630.      839,640.      MT  (+/- 180 meters Scaled)
 MJ0894
 MJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534730(NAD 83)
 MJ0894
 MJ0894                          SUPERSEDED SURVEY CONTROL
 MJ0894
 MJ0894  NGVD 29 (??/??/92)  310.231  (m)         1017.82   (f) ADJ UNCH    1 2
 MJ0894
 MJ0894.Superseded values are not recommended for survey control.
 MJ0894
 MJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0894.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0894
 MJ0894_MARKER: DB = BENCH MARK DISK
 MJ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0894_STAMPING: D 255 1947
 MJ0894_MARK LOGO: CGS
 MJ0894_PROJECTION: FLUSH
 MJ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0894+STABILITY: SURFACE MOTION
 MJ0894
 MJ0894  HISTORY     - Date     Condition        Report By
 MJ0894  HISTORY     - 1947     MONUMENTED       CGS
 MJ0894  HISTORY     - 1976     GOOD             LOCSUR
 MJ0894
 MJ0894                          STATION DESCRIPTION
 MJ0894
 MJ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0894'AT OMAHA.
 MJ0894'AT OMAHA, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF NORTH 21ST
 MJ0894'STREET AND PAUL STREET, 22.7 FEET NORTHEAST OF AN IRON PIPE POST
 MJ0894'WHICH IS AT THE NORTHEAST CORNER OF A HEAVY WIRE GUARD FENCE,
 MJ0894'13.5 FEET WEST OF THE WEST EDGE OF THE WEST CURB OF NORTH 21ST
 MJ0894'STREET, 14.3 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH CURB
 MJ0894'OF PAUL STREET, 11.2 FEET SOUTHWEST OF A POINT WHERE THE WEST
 MJ0894'EDGE OF A NORTH-SOUTH CONCRETE WALK AND THE SOUTH EDGE OF AN
 MJ0894'EAST-WEST CONCRETE WALK MEET, 8.1 FEET WEST OF THE WEST EDGE
 MJ0894'OF THE NORTH-SOUTH CONCRETE WALK, 7.8 FEET SOUTH OF THE SOUTH
 MJ0894'EDGE OF THE EAST-WEST CONCRETE WALK, 5.0 FEET NORTHWEST OF THE
 MJ0894'JUNCTION POINT OF TWO LINES MADE ON TOP OF A 1 FOOT REFERENCE
 MJ0894'BLOCK WHICH HAS USBM 5 STENCILED ON TOP AND WHICH IS FLUSH
 MJ0894'WITH THE GROUND, SET IN A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0894
 MJ0894                          STATION RECOVERY (1976)
 MJ0894
 MJ0894'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1021 ***********************************************************************
 LF1021  DESIGNATION -  D 256
 LF1021  PID         -  LF1021
 LF1021  STATE/COUNTY-  NE/CASS
 LF1021  COUNTRY     -  US
 LF1021  USGS QUAD   -  ROCK BLUFF (2017)
 LF1021
 LF1021                         *CURRENT SURVEY CONTROL
 LF1021  ______________________________________________________________________
 LF1021* NAD 83(1986) POSITION- 40 58 58.     (N) 095 52 23.     (W)   SCALED
 LF1021* NAVD 88 ORTHO HEIGHT -   362.593 (meters)     1189.61  (feet) ADJUSTED
 LF1021  ______________________________________________________________________
 LF1021  GEOID HEIGHT    -        -27.460 (meters)                     GEOID18
 LF1021  DYNAMIC HEIGHT  -        362.439 (meters)     1189.10  (feet) COMP
 LF1021  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 LF1021
 LF1021  VERT ORDER      -  SECOND    CLASS 0
 LF1021
 LF1021.The horizontal coordinates were scaled from a map and have
 LF1021.an estimated accuracy of +/- 6 seconds.
 LF1021
 LF1021.The orthometric height was determined by differential leveling and
 LF1021.adjusted by the NATIONAL GEODETIC SURVEY
 LF1021.in June 1991.
 LF1021
 LF1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1021.GEOID18 height accuracy estimate available here.
 LF1021
 LF1021.Click photographs - Photos may exist for this station.
 LF1021
 LF1021.The dynamic height is computed by dividing the NAVD 88
 LF1021.geopotential number by the normal gravity value computed on the
 LF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1021.degrees latitude (g = 980.6199 gals.).
 LF1021
 LF1021.The modeled gravity was interpolated from observed gravity values.
 LF1021
 LF1021;                    North         East    Units  Estimated Accuracy
 LF1021;SPC NE       -   135,900.      847,080.      MT  (+/- 180 meters Scaled)
 LF1021
 LF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582408(NAD 83)
 LF1021
 LF1021                          SUPERSEDED SURVEY CONTROL
 LF1021
 LF1021  NGVD 29 (??/??/92)  362.492  (m)         1189.28   (f) ADJ UNCH    2 0
 LF1021
 LF1021.Superseded values are not recommended for survey control.
 LF1021
 LF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1021.See file dsdata.pdf to determine how the superseded data were derived.
 LF1021
 LF1021_MARKER: DB = BENCH MARK DISK
 LF1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1021_STAMPING: D 256 1947
 LF1021_MARK LOGO: CGS
 LF1021_PROJECTION: FLUSH
 LF1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1021+STABILITY: SURFACE MOTION
 LF1021
 LF1021  HISTORY     - Date     Condition        Report By
 LF1021  HISTORY     - 1947     MONUMENTED       CGS
 LF1021  HISTORY     - 1950     GOOD             CGS
 LF1021
 LF1021                          STATION DESCRIPTION
 LF1021
 LF1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1021'2.4 MI SE FROM PLATTSMOUTH.
 LF1021'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1021'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE
 LF1021'SOUTH ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A
 LF1021'GRADED DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED
 LF1021'DIRT ROAD, 110.0 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 LF1021'SOUTHWEST CORNER OF A FARMHOUSE, 109.0 FEET NORTH OF THE EXTENDED
 LF1021'CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE OWNED AND
 LF1021'OCCUPIED BY FRANK SEYDLITZ, 69.0 FEET WEST OF AND ACROSS THE
 LF1021'ROAD FROM A FENCE CORNER, 31.0 FEET WEST OF THE CENTER LINE
 LF1021'OF THE ROAD AND 2.0 FEET HIGHER, 5.7 FEET NORTH OF A TELEPHONE
 LF1021'POLE, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE,
 LF1021'SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 LF1021
 LF1021                          STATION RECOVERY (1950)
 LF1021
 LF1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LF1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1049 ***********************************************************************
 LF1049  DESIGNATION -  D 257
 LF1049  PID         -  LF1049
 LF1049  STATE/COUNTY-  NE/CASS
 LF1049  COUNTRY     -  US
 LF1049  USGS QUAD   -  NEHAWKA (2017)
 LF1049
 LF1049                         *CURRENT SURVEY CONTROL
 LF1049  ______________________________________________________________________
 LF1049* NAD 83(1986) POSITION- 40 47 04.     (N) 095 53 32.     (W)   SCALED
 LF1049* NAVD 88 ORTHO HEIGHT -   308.292 (meters)     1011.45  (feet) ADJUSTED
 LF1049  ______________________________________________________________________
 LF1049  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 LF1049  DYNAMIC HEIGHT  -        308.139 (meters)     1010.95  (feet) COMP
 LF1049  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 LF1049
 LF1049  VERT ORDER      -  SECOND    CLASS 0
 LF1049
 LF1049.The horizontal coordinates were scaled from a map and have
 LF1049.an estimated accuracy of +/- 6 seconds.
 LF1049
 LF1049.The orthometric height was determined by differential leveling and
 LF1049.adjusted by the NATIONAL GEODETIC SURVEY
 LF1049.in June 1991.
 LF1049
 LF1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1049.GEOID18 height accuracy estimate available here.
 LF1049
 LF1049.Click photographs - Photos may exist for this station.
 LF1049
 LF1049.The dynamic height is computed by dividing the NAVD 88
 LF1049.geopotential number by the normal gravity value computed on the
 LF1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1049.degrees latitude (g = 980.6199 gals.).
 LF1049
 LF1049.The modeled gravity was interpolated from observed gravity values.
 LF1049
 LF1049;                    North         East    Units  Estimated Accuracy
 LF1049;SPC NE       -   113,830.      846,510.      MT  (+/- 180 meters Scaled)
 LF1049
 LF1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF559188(NAD 83)
 LF1049
 LF1049                          SUPERSEDED SURVEY CONTROL
 LF1049
 LF1049  NGVD 29 (??/??/92)  308.183  (m)         1011.10   (f) ADJ UNCH    2 0
 LF1049
 LF1049.Superseded values are not recommended for survey control.
 LF1049
 LF1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1049.See file dsdata.pdf to determine how the superseded data were derived.
 LF1049
 LF1049_MARKER: DB = BENCH MARK DISK
 LF1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1049_STAMPING: D 257 1947
 LF1049_MARK LOGO: CGS
 LF1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1049+STABILITY: SURFACE MOTION
 LF1049
 LF1049  HISTORY     - Date     Condition        Report By
 LF1049  HISTORY     - 1947     MONUMENTED       CGS
 LF1049  HISTORY     - 20060313 MARK NOT FOUND   NEDR
 LF1049
 LF1049                          STATION DESCRIPTION
 LF1049
 LF1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1049'3.7 MI SE FROM UNION.
 LF1049'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1049'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1049'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, AT A
 LF1049'ROAD CROSSING, 163.0 FEET NORTH OF THE CENTER LINE OF THE
 LF1049'EAST-WEST ROAD, 131.0 FEET NORTH OF A BRACE POLE FOR A POWER
 LF1049'POLE, 28.0 FEET EAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE
 LF1049'OF THE NORTH-SOUTH ROAD, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST,
 LF1049'1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF1049'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1049
 LF1049                          STATION RECOVERY (2006)
 LF1049
 LF1049'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1061 ***********************************************************************
 LF1061  DESIGNATION -  D 258
 LF1061  PID         -  LF1061
 LF1061  STATE/COUNTY-  NE/OTOE
 LF1061  COUNTRY     -  US
 LF1061  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1061
 LF1061                         *CURRENT SURVEY CONTROL
 LF1061  ______________________________________________________________________
 LF1061* NAD 83(1986) POSITION- 40 41 47.     (N) 095 52 25.     (W)   SCALED
 LF1061* NAVD 88 ORTHO HEIGHT -   320.671 (meters)     1052.07  (feet) ADJUSTED
 LF1061  ______________________________________________________________________
 LF1061  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 LF1061  DYNAMIC HEIGHT  -        320.504 (meters)     1051.52  (feet) COMP
 LF1061  MODELED GRAVITY -    980,095.2   (mgal)                       NAVD 88
 LF1061
 LF1061  VERT ORDER      -  SECOND    CLASS 0
 LF1061
 LF1061.The horizontal coordinates were scaled from a map and have
 LF1061.an estimated accuracy of +/- 6 seconds.
 LF1061
 LF1061.The orthometric height was determined by differential leveling and
 LF1061.adjusted by the NATIONAL GEODETIC SURVEY
 LF1061.in June 1991.
 LF1061
 LF1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1061.GEOID18 height accuracy estimate available here.
 LF1061
 LF1061.Click photographs - Photos may exist for this station.
 LF1061
 LF1061.The dynamic height is computed by dividing the NAVD 88
 LF1061.geopotential number by the normal gravity value computed on the
 LF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1061.degrees latitude (g = 980.6199 gals.).
 LF1061
 LF1061.The modeled gravity was interpolated from observed gravity values.
 LF1061
 LF1061;                    North         East    Units  Estimated Accuracy
 LF1061;SPC NE       -   104,140.      848,550.      MT  (+/- 180 meters Scaled)
 LF1061
 LF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572090(NAD 83)
 LF1061
 LF1061                          SUPERSEDED SURVEY CONTROL
 LF1061
 LF1061  NGVD 29 (??/??/92)  320.559  (m)         1051.70   (f) ADJ UNCH    2 0
 LF1061
 LF1061.Superseded values are not recommended for survey control.
 LF1061
 LF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1061.See file dsdata.pdf to determine how the superseded data were derived.
 LF1061
 LF1061_MARKER: DB = BENCH MARK DISK
 LF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1061_STAMPING: D 258 1947
 LF1061_MARK LOGO: CGS
 LF1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1061+STABILITY: SURFACE MOTION
 LF1061
 LF1061  HISTORY     - Date     Condition        Report By
 LF1061  HISTORY     - 1947     MONUMENTED       CGS
 LF1061  HISTORY     - 1961     GOOD             CGS
 LF1061  HISTORY     - 1977     GOOD             LOCSUR
 LF1061
 LF1061                          STATION DESCRIPTION
 LF1061
 LF1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1061'2.3 MI N FROM NEBRASKA CITY.
 LF1061'0.9 MILE NORTH ALONG TENTH STREET FROM THE COURTHOUSE AT NEBRASKA
 LF1061'CITY, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 LF1061'NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A
 LF1061'GRAVELED ROAD, AT A T ROAD JUNCTION.  123.5 FEET NORTHEAST OF
 LF1061'THE NORTHEAST CORNER OF A HOUSE, 37.0 FEET WEST OF THE EXTENDED
 LF1061'CENTER LINE OF A ROAD LEADING NORTH, 30.0 FEET WEST OF A POWER
 LF1061'POLE, 28.0 FEET SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER
 LF1061'LINE OF AN EAST-WEST ROAD, 17.4 FEET EAST OF A FENCE CORNER,
 LF1061'2.0 FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE,
 LF1061'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE
 LF1061'THE GROUND.
 LF1061
 LF1061                          STATION RECOVERY (1961)
 LF1061
 LF1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1061'RECOVERED IN GOOD CONDITION.
 LF1061
 LF1061                          STATION RECOVERY (1977)
 LF1061
 LF1061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0070 ***********************************************************************
 LJ0070  DESIGNATION -  D 26
 LJ0070  PID         -  LJ0070
 LJ0070  STATE/COUNTY-  NE/HITCHCOCK
 LJ0070  COUNTRY     -  US
 LJ0070  USGS QUAD   -  CULBERTSON (2017)
 LJ0070
 LJ0070                         *CURRENT SURVEY CONTROL
 LJ0070  ______________________________________________________________________
 LJ0070* NAD 83(1986) POSITION- 40 13 48.68   (N) 100 49 02.66   (W)   HD_HELD1
 LJ0070* NAVD 88 ORTHO HEIGHT -   781.596 (meters)     2564.29  (feet) ADJUSTED
 LJ0070  ______________________________________________________________________
 LJ0070  GEOID HEIGHT    -        -23.737 (meters)                     GEOID18
 LJ0070  DYNAMIC HEIGHT  -        781.075 (meters)     2562.58  (feet) COMP
 LJ0070  MODELED GRAVITY -    979,932.5   (mgal)                       NAVD 88
 LJ0070
 LJ0070  VERT ORDER      -  FIRST     CLASS II
 LJ0070
 LJ0070.The horizontal coordinates were determined by differentially corrected
 LJ0070.hand held GPS observations or other comparable positioning techniques
 LJ0070.and have an estimated accuracy of +/- 3 meters.
 LJ0070
 LJ0070.The orthometric height was determined by differential leveling and
 LJ0070.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0070.in June 1991.
 LJ0070
 LJ0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0070.GEOID18 height accuracy estimate available here.
 LJ0070
 LJ0070.Click photographs - Photos may exist for this station.
 LJ0070
 LJ0070.The dynamic height is computed by dividing the NAVD 88
 LJ0070.geopotential number by the normal gravity value computed on the
 LJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0070.degrees latitude (g = 980.6199 gals.).
 LJ0070
 LJ0070.The modeled gravity was interpolated from observed gravity values.
 LJ0070
 LJ0070;                    North         East    Units  Estimated Accuracy
 LJ0070;SPC NE       -    44,393.2     430,441.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0070
 LJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK4538454890(NAD 83)
 LJ0070
 LJ0070                          SUPERSEDED SURVEY CONTROL
 LJ0070
 LJ0070  NGVD 29 (??/??/92)  781.282  (m)         2563.26   (f) ADJ UNCH    1 2
 LJ0070
 LJ0070.Superseded values are not recommended for survey control.
 LJ0070
 LJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0070.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0070
 LJ0070_MARKER: DB = BENCH MARK DISK
 LJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0070_STAMPING: 2563.256 D 26 1933
 LJ0070_MARK LOGO: CGS
 LJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0070+STABILITY: SURFACE MOTION
 LJ0070
 LJ0070  HISTORY     - Date     Condition        Report By
 LJ0070  HISTORY     - 1933     MONUMENTED       CGS
 LJ0070  HISTORY     - 1943     GOOD             CGS
 LJ0070  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0070
 LJ0070                          STATION DESCRIPTION
 LJ0070
 LJ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LJ0070'0.6 MI E FROM CULBERTSON.
 LJ0070'0.6 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0070'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 11-1/2 POLES
 LJ0070'WEST OF THE DRAINAGE CHANNEL UNDER PILE TRESTLE 298.15, 47 FEET
 LJ0070'NORTH OF AN EAST-AND-WEST FENCE, 24 FEET WEST OF A POLE WITH
 LJ0070'A GUY WIRE, AND 46 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 LJ0070'DISK, STAMPED 2563.256 D 26 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0070'POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0070
 LJ0070                          STATION RECOVERY (1999)
 LJ0070
 LJ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0070'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0853 ***********************************************************************
 NM0853  DESIGNATION -  D 261
 NM0853  PID         -  NM0853
 NM0853  STATE/COUNTY-  NE/DIXON
 NM0853  COUNTRY     -  US
 NM0853  USGS QUAD   -  PONCA (2017)
 NM0853
 NM0853                         *CURRENT SURVEY CONTROL
 NM0853  ______________________________________________________________________
 NM0853* NAD 83(1986) POSITION- 42 34 26.     (N) 096 42 24.     (W)   SCALED
 NM0853* NAVD 88 ORTHO HEIGHT -   380.140 (meters)     1247.18  (feet) ADJUSTED
 NM0853  ______________________________________________________________________
 NM0853  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 NM0853  DYNAMIC HEIGHT  -        380.022 (meters)     1246.79  (feet) COMP
 NM0853  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 NM0853
 NM0853  VERT ORDER      -  SECOND    CLASS 0
 NM0853
 NM0853.The horizontal coordinates were scaled from a map and have
 NM0853.an estimated accuracy of +/- 6 seconds.
 NM0853
 NM0853.The orthometric height was determined by differential leveling and
 NM0853.adjusted by the NATIONAL GEODETIC SURVEY
 NM0853.in June 1991.
 NM0853
 NM0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0853.GEOID18 height accuracy estimate available here.
 NM0853
 NM0853.Click photographs - Photos may exist for this station.
 NM0853
 NM0853.The dynamic height is computed by dividing the NAVD 88
 NM0853.geopotential number by the normal gravity value computed on the
 NM0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0853.degrees latitude (g = 980.6199 gals.).
 NM0853
 NM0853.The modeled gravity was interpolated from observed gravity values.
 NM0853
 NM0853;                    North         East    Units  Estimated Accuracy
 NM0853;SPC NE       -   309,440.      770,280.      MT  (+/- 180 meters Scaled)
 NM0853
 NM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN882160(NAD 83)
 NM0853
 NM0853                          SUPERSEDED SURVEY CONTROL
 NM0853
 NM0853  NGVD 29 (??/??/92)  379.964  (m)         1246.60   (f) ADJ UNCH    2 0
 NM0853
 NM0853.Superseded values are not recommended for survey control.
 NM0853
 NM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0853.See file dsdata.pdf to determine how the superseded data were derived.
 NM0853
 NM0853_MARKER: DB = BENCH MARK DISK
 NM0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0853_STAMPING: D 261 1948
 NM0853_MARK LOGO: CGS
 NM0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0853+STABILITY: SURFACE MOTION
 NM0853
 NM0853  HISTORY     - Date     Condition        Report By
 NM0853  HISTORY     - 1948     MONUMENTED       CGS
 NM0853  HISTORY     - 1949     GOOD             CGS
 NM0853  HISTORY     - 19940418 GOOD             NEDR
 NM0853
 NM0853                          STATION DESCRIPTION
 NM0853
 NM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0853'0.7 MI N FROM PONCA.
 NM0853'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST CORNER
 NM0853'OF THE CITY PARK AT PONCA, ABOUT 0.15 MILE NORTHWEST OF A
 NM0853'FARMHOUSE ON THE SOUTHWEST SIDE OF THE HIGHWAY, NEAR THE NORTHWEST
 NM0853'END OF A ROW OF TREES, 31.0 FEET SOUTHWEST OF THE CENTER LINE
 NM0853'OF THE HIGHWAY, 4.5 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST
 NM0853'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0853'0.4 FOOT ABOVE THE GROUND.
 NM0853
 NM0853                          STATION RECOVERY (1949)
 NM0853
 NM0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0853'RECOVERED IN GOOD CONDITION.
 NM0853
 NM0853                          STATION RECOVERY (1994)
 NM0853
 NM0853'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (WH)
 NM0853'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED.  SEE D 261 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7428 ***********************************************************************
 AA7428  DESIGNATION -  D 261 RESET
 AA7428  PID         -  AA7428
 AA7428  STATE/COUNTY-  NE/DIXON
 AA7428  COUNTRY     -  US
 AA7428  USGS QUAD   -  PONCA (2017)
 AA7428
 AA7428                         *CURRENT SURVEY CONTROL
 AA7428  ______________________________________________________________________
 AA7428* NAD 83(1986) POSITION- 42 34 26.     (N) 096 42 24.     (W)   SCALED
 AA7428* NAVD 88 ORTHO HEIGHT -   389.60  (+/-2cm)     1278.2   (feet) VERTCON
 AA7428  ______________________________________________________________________
 AA7428  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 AA7428  VERT ORDER      -  THIRD (See Below)
 AA7428
 AA7428.The horizontal coordinates were scaled from a map and have
 AA7428.an estimated accuracy of +/- 6 seconds.
 AA7428
 AA7428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7428
 AA7428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7428.GEOID18 height accuracy estimate available here.
 AA7428
 AA7428.The vertical order pertains to the NGVD 29 superseded value.
 AA7428
 AA7428.Click photographs - Photos may exist for this station.
 AA7428
 AA7428;                    North         East    Units  Estimated Accuracy
 AA7428;SPC NE       -   309,440.      770,280.      MT  (+/- 180 meters Scaled)
 AA7428
 AA7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN882160(NAD 83)
 AA7428
 AA7428                          SUPERSEDED SURVEY CONTROL
 AA7428
 AA7428  NGVD 29 (01/31/13)  389.42   (m)         1277.6    (f) RESET       3  
 AA7428
 AA7428.Superseded values are not recommended for survey control.
 AA7428
 AA7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7428.See file dsdata.pdf to determine how the superseded data were derived.
 AA7428
 AA7428_MARKER: DV = VERTICAL CONTROL DISK
 AA7428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7428_STAMPING: D 261 RESET 1994
 AA7428_MARK LOGO: NGS
 AA7428_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7428+STABILITY: SURFACE MOTION
 AA7428
 AA7428  HISTORY     - Date     Condition        Report By
 AA7428  HISTORY     - 1994     MONUMENTED       NEDR
 AA7428  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 AA7428
 AA7428                          STATION DESCRIPTION
 AA7428
 AA7428'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (WH)
 AA7428'TO REACH THE MARK FROM THE POST OFFICE, IN PONCA, GO EAST ON 3RD
 AA7428'STREET FOR 1 BLOCK TO STATE ROAD 26E SPUR, UNION STREET.  TURN LEFT
 AA7428'AND GO NORTH ON ROAD 26E SPUR FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 AA7428'LEFT, ABOUT HALFWAY UP A STEEP HILL OF THE CURRENT ALIGNMENT OF THE
 AA7428'ROAD.  THE ROAD WILL BE RE-ALIGNED IN THE SUMMER OF 1994. THE DISK IS
 AA7428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 1 FT
 AA7428'(0.3 M) BELOW THE GROUND SURFACE.  IT IS 62.179 M (203.999 FT) WEST OF
 AA7428'THE CENTERLINE OF THE ROAD, 71.765 M (235.449 FT) NORTHWEST OF THE
 AA7428'NORTHWEST CORNER POLE OF A SHED AND 26.338 M (86.411 FT) SOUTHEAST OF
 AA7428'A NAIL IN A COTTONWOOD TREE.
 AA7428
 AA7428                          STATION RECOVERY (2020)
 AA7428
 AA7428'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 AA7428'SEARCHED FOR NOT FOUND SEPT. 24, 2020.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0868 ***********************************************************************
 NM0868  DESIGNATION -  D 262
 NM0868  PID         -  NM0868
 NM0868  STATE/COUNTY-  NE/DAKOTA
 NM0868  COUNTRY     -  US
 NM0868  USGS QUAD   -  JEFFERSON (2017)
 NM0868
 NM0868                         *CURRENT SURVEY CONTROL
 NM0868  ______________________________________________________________________
 NM0868* NAD 83(1986) POSITION- 42 30 08.     (N) 096 35 40.     (W)   SCALED
 NM0868* NAVD 88 ORTHO HEIGHT -   339.358 (meters)     1113.38  (feet) ADJUSTED
 NM0868  ______________________________________________________________________
 NM0868  GEOID HEIGHT    -        -25.789 (meters)                     GEOID18
 NM0868  DYNAMIC HEIGHT  -        339.249 (meters)     1113.02  (feet) COMP
 NM0868  MODELED GRAVITY -    980,289.8   (mgal)                       NAVD 88
 NM0868
 NM0868  VERT ORDER      -  SECOND    CLASS 0
 NM0868
 NM0868.The horizontal coordinates were scaled from a map and have
 NM0868.an estimated accuracy of +/- 6 seconds.
 NM0868
 NM0868.The orthometric height was determined by differential leveling and
 NM0868.adjusted by the NATIONAL GEODETIC SURVEY
 NM0868.in June 1991.
 NM0868
 NM0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0868.GEOID18 height accuracy estimate available here.
 NM0868
 NM0868.Click photographs - Photos may exist for this station.
 NM0868
 NM0868.The dynamic height is computed by dividing the NAVD 88
 NM0868.geopotential number by the normal gravity value computed on the
 NM0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0868.degrees latitude (g = 980.6199 gals.).
 NM0868
 NM0868.The modeled gravity was interpolated from observed gravity values.
 NM0868
 NM0868;                    North         East    Units  Estimated Accuracy
 NM0868;SPC NE       -   301,840.      779,800.      MT  (+/- 180 meters Scaled)
 NM0868
 NM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN976083(NAD 83)
 NM0868
 NM0868                          SUPERSEDED SURVEY CONTROL
 NM0868
 NM0868  NGVD 29 (??/??/92)  339.186  (m)         1112.81   (f) ADJ UNCH    2 0
 NM0868
 NM0868.Superseded values are not recommended for survey control.
 NM0868
 NM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0868.See file dsdata.pdf to determine how the superseded data were derived.
 NM0868
 NM0868_MARKER: DB = BENCH MARK DISK
 NM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0868_STAMPING: D 262 1948
 NM0868_MARK LOGO: CGS
 NM0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0868+STABILITY: SURFACE MOTION
 NM0868
 NM0868  HISTORY     - Date     Condition        Report By
 NM0868  HISTORY     - 1948     MONUMENTED       CGS
 NM0868
 NM0868                          STATION DESCRIPTION
 NM0868
 NM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0868'5.3 MI N FROM JACKSON.
 NM0868'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0868'JACKSON, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 NM0868'MILE WEST ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT
 NM0868'ROAD, THENCE 0.2 MILE WEST ALONG A FIELD ROAD, THENCE 0.2 MILE
 NM0868'NORTH ALONG A FIELD ROAD, THENCE 0.1 MILE WEST ALONG A WOODS
 NM0868'ROAD, ON THE SOUTH BANK OF THE MISSOURI RIVER, IN A GROVE OF
 NM0868'TREES, 59.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 NM0868'BUILDING, 18.8 FEET WEST OF A 20-INCH ELM TREE WITH A CIRCULAR
 NM0868'BLAZE ON THE WEST SIDE OF TREE AND NEAR THE BASE, 23.0 FEET
 NM0868'SOUTH OF THE CENTER LINE OF THE ROAD, 7.8 FEET NORTH OF A 24-INCH
 NM0868'ELM TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0868'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1009 ***********************************************************************
 LF1009  DESIGNATION -  D 263
 LF1009  PID         -  LF1009
 LF1009  STATE/COUNTY-  NE/NEMAHA
 LF1009  COUNTRY     -  US
 LF1009  USGS QUAD   -  HAMBURG (2018)
 LF1009
 LF1009                         *CURRENT SURVEY CONTROL
 LF1009  ______________________________________________________________________
 LF1009* NAD 83(1986) POSITION- 40 31 53.     (N) 095 40 42.     (W)   SCALED
 LF1009* NAVD 88 ORTHO HEIGHT -   276.171 (meters)      906.07  (feet) ADJUSTED
 LF1009  ______________________________________________________________________
 LF1009  GEOID HEIGHT    -        -30.005 (meters)                     GEOID18
 LF1009  DYNAMIC HEIGHT  -        276.024 (meters)      905.59  (feet) COMP
 LF1009  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 LF1009
 LF1009  VERT ORDER      -  SECOND    CLASS 0
 LF1009
 LF1009.The horizontal coordinates were scaled from a map and have
 LF1009.an estimated accuracy of +/- 6 seconds.
 LF1009
 LF1009.The orthometric height was determined by differential leveling and
 LF1009.adjusted by the NATIONAL GEODETIC SURVEY
 LF1009.in June 1991.
 LF1009
 LF1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1009.GEOID18 height accuracy estimate available here.
 LF1009
 LF1009.Click photographs - Photos may exist for this station.
 LF1009
 LF1009.The dynamic height is computed by dividing the NAVD 88
 LF1009.geopotential number by the normal gravity value computed on the
 LF1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1009.degrees latitude (g = 980.6199 gals.).
 LF1009
 LF1009.The modeled gravity was interpolated from observed gravity values.
 LF1009
 LF1009;                    North         East    Units  Estimated Accuracy
 LF1009;SPC NE       -    86,650.      865,940.      MT  (+/- 180 meters Scaled)
 LF1009
 LF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE731901(NAD 83)
 LF1009
 LF1009                          SUPERSEDED SURVEY CONTROL
 LF1009
 LF1009  NGVD 29 (??/??/92)  276.074  (m)          905.75   (f) ADJ UNCH    2 0
 LF1009
 LF1009.Superseded values are not recommended for survey control.
 LF1009
 LF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1009.See file dsdata.pdf to determine how the superseded data were derived.
 LF1009
 LF1009_MARKER: DB = BENCH MARK DISK
 LF1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1009_STAMPING: D 263 1948
 LF1009_MARK LOGO: CGS
 LF1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1009+STABILITY: SURFACE MOTION
 LF1009
 LF1009  HISTORY     - Date     Condition        Report By
 LF1009  HISTORY     - 1948     MONUMENTED       CGS
 LF1009  HISTORY     - 1961     GOOD             CGS
 LF1009
 LF1009                          STATION DESCRIPTION
 LF1009
 LF1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1009'6.7 MI W FROM WATSON.
 LF1009'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1009'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1009'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1009'A DIRT ROAD, IN LINE WITH A ROW OF TREES, 247.0 FEET NORTH
 LF1009'OF THE CENTER LINE OF THE EAST-WEST ROAD, 82.5 FEET SOUTHWEST
 LF1009'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 29.0 FEET EAST OF THE
 LF1009'CENTER LINE OF THE NORTH-SOUTH ROAD, 22.0 FEET SOUTH OF THE
 LF1009'CENTER LINE OF A PRIVATE ROAD, 0.7 FOOT WEST OF A FENCE LINE,
 LF1009'1.0 FOOT NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF1009'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF1009'NOTE-- THE WITNESS POST IS GONE.
 LF1009
 LF1009                          STATION RECOVERY (1961)
 LF1009
 LF1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0507 ***********************************************************************
 LF0507  DESIGNATION -  D 266
 LF0507  PID         -  LF0507
 LF0507  STATE/COUNTY-  NE/RICHARDSON
 LF0507  COUNTRY     -  US
 LF0507  USGS QUAD   -  DAWSON (2017)
 LF0507
 LF0507                         *CURRENT SURVEY CONTROL
 LF0507  ______________________________________________________________________
 LF0507* NAD 83(1986) POSITION- 40 13 11.     (N) 095 45 59.     (W)   SCALED
 LF0507* NAVD 88 ORTHO HEIGHT -   294.738 (meters)      966.99  (feet) ADJUSTED
 LF0507  ______________________________________________________________________
 LF0507  GEOID HEIGHT    -        -29.909 (meters)                     GEOID18
 LF0507  DYNAMIC HEIGHT  -        294.577 (meters)      966.46  (feet) COMP
 LF0507  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 LF0507
 LF0507  VERT ORDER      -  SECOND    CLASS 0
 LF0507
 LF0507.The horizontal coordinates were scaled from a map and have
 LF0507.an estimated accuracy of +/- 6 seconds.
 LF0507
 LF0507.The orthometric height was determined by differential leveling and
 LF0507.adjusted by the NATIONAL GEODETIC SURVEY
 LF0507.in June 1991.
 LF0507
 LF0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0507.GEOID18 height accuracy estimate available here.
 LF0507
 LF0507.Click photographs - Photos may exist for this station.
 LF0507
 LF0507.The dynamic height is computed by dividing the NAVD 88
 LF0507.geopotential number by the normal gravity value computed on the
 LF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0507.degrees latitude (g = 980.6199 gals.).
 LF0507
 LF0507.The modeled gravity was interpolated from observed gravity values.
 LF0507
 LF0507;                    North         East    Units  Estimated Accuracy
 LF0507;SPC NE       -    51,720.      860,190.      MT  (+/- 180 meters Scaled)
 LF0507
 LF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE646558(NAD 83)
 LF0507
 LF0507                          SUPERSEDED SURVEY CONTROL
 LF0507
 LF0507  NGVD 29 (??/??/92)  294.663  (m)          966.74   (f) ADJ UNCH    2 0
 LF0507
 LF0507.Superseded values are not recommended for survey control.
 LF0507
 LF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0507.See file dsdata.pdf to determine how the superseded data were derived.
 LF0507
 LF0507_MARKER: DB = BENCH MARK DISK
 LF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0507_STAMPING: D 266 1947
 LF0507_MARK LOGO: CGS
 LF0507_PROJECTION: PROJECTING 9 CENTIMETERS
 LF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0507+STABILITY: SURFACE MOTION
 LF0507
 LF0507  HISTORY     - Date     Condition        Report By
 LF0507  HISTORY     - 1947     MONUMENTED       CGS
 LF0507  HISTORY     - 1980     GOOD             LOCSUR
 LF0507
 LF0507                          STATION DESCRIPTION
 LF0507
 LF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0507'0.8 MI SE FROM STELLA.
 LF0507'0.85 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0507'STATION AT STELLA, AT A NORTH-SOUTH CROSS ROAD, 75.0 FEET
 LF0507'NORTHEAST OF THE NORTHEAST RAIL (MEASURED FROM A POINT AT THE
 LF0507'CENTER OF THE ROAD CROSSING), 69.0 FEET SOUTH OF THE CENTER OF THE
 LF0507'EAST END OF A CONCRETE CULVERT WHICH IS UNDER THE NORTH-SOUTH ROAD,
 LF0507'30.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 29.0 FEET
 LF0507'NORTHEAST OF TELEPHONE POLE NO. 8, 1.8 FOOT SOUTH OF A REFERENCE
 LF0507'POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK AND
 LF0507'PROJECTING 0.3 FOOT.
 LF0507
 LF0507                          STATION RECOVERY (1980)
 LF0507
 LF0507'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0507'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0508 ***********************************************************************
 LF0508  DESIGNATION -  D 266 RESET
 LF0508  PID         -  LF0508
 LF0508  STATE/COUNTY-  NE/RICHARDSON
 LF0508  COUNTRY     -  US
 LF0508  USGS QUAD   -  DAWSON (2017)
 LF0508
 LF0508                         *CURRENT SURVEY CONTROL
 LF0508  ______________________________________________________________________
 LF0508* NAD 83(1986) POSITION- 40 13 10.12   (N) 095 45 57.71   (W)   HD_HELD1
 LF0508* NAVD 88 ORTHO HEIGHT -   294.66  (meters)      966.7   (feet) RESET
 LF0508  ______________________________________________________________________
 LF0508  GEOID HEIGHT    -        -29.911 (meters)                     GEOID18
 LF0508  VERT ORDER      -  THIRD
 LF0508
 LF0508.The horizontal coordinates were determined by differentially corrected
 LF0508.hand held GPS observations or other comparable positioning techniques
 LF0508.and have an estimated accuracy of +/- 3 meters.
 LF0508
 LF0508.The orthometric height was computed from unverified reset data.
 LF0508
 LF0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0508.GEOID18 height accuracy estimate available here.
 LF0508
 LF0508.Click photographs - Photos may exist for this station.
 LF0508
 LF0508;                    North         East    Units  Estimated Accuracy
 LF0508;SPC NE       -    51,697.1     860,217.6     MT  (+/- 3 meters HH1 GPS) 
 LF0508
 LF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6463455787(NAD 83)
 LF0508
 LF0508                          SUPERSEDED SURVEY CONTROL
 LF0508
 LF0508  NGVD 29 (??/??/??)  294.58   (m)          966.5    (f) RESET       3  
 LF0508
 LF0508.Superseded values are not recommended for survey control.
 LF0508
 LF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0508.See file dsdata.pdf to determine how the superseded data were derived.
 LF0508
 LF0508_MARKER: DB = BENCH MARK DISK
 LF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0508_STAMPING: D 266 RESET 1968
 LF0508_MARK LOGO: CGS
 LF0508_PROJECTION: PROJECTING 6 CENTIMETERS
 LF0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0508+STABILITY: SURFACE MOTION
 LF0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0508+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2021
 LF0508
 LF0508  HISTORY     - Date     Condition        Report By
 LF0508  HISTORY     - 1968     MONUMENTED       CGS
 LF0508  HISTORY     - 20090331 GOOD             INDIV
 LF0508  HISTORY     - 20211112 GOOD             JORSUR
 LF0508
 LF0508                          STATION DESCRIPTION
 LF0508
 LF0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LF0508'0.8 MI SE FROM STELLA.
 LF0508'ABOUT 0.85 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 LF0508'THE STATION AT STELLA, AT A NORTH-SOUTH CROSSROAD, 133 FEET EAST
 LF0508'OF THE CENTER OF THE ROAD CROSSING, 42.5 FEET NORTHEAST OF THE
 LF0508'NORTHEAST RAIL OF RAILROAD TRACK, 13 FEET NORTHWEST OF A TELEGRAPH
 LF0508'POLE, 1.5 FEET NORTHWEST OF A METAL WTINESS POST, 1 FOOT SOUTHWEST
 LF0508'OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A ROUND CONCRETE
 LF0508'POST WHICH PROJECTS 4 INCHES.
 LF0508
 LF0508                          STATION RECOVERY (2009)
 LF0508
 LF0508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BAJ)
 LF0508'RECOVERED IN GOOD CONDITION.
 LF0508
 LF0508                          STATION RECOVERY (2021)
 LF0508
 LF0508'RECOVERY NOTE BY JORGENSEN SURVEYING 2021 (BAJ)
 LF0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0634 ***********************************************************************
 LF0634  DESIGNATION -  D 267
 LF0634  PID         -  LF0634
 LF0634  STATE/COUNTY-  NE/RICHARDSON
 LF0634  COUNTRY     -  US
 LF0634  USGS QUAD   -  FALLS CITY (2017)
 LF0634
 LF0634                         *CURRENT SURVEY CONTROL
 LF0634  ______________________________________________________________________
 LF0634* NAD 83(1986) POSITION- 40 04 32.2    (N) 095 31 13.0    (W)   HD_HELD2
 LF0634* NAVD 88 ORTHO HEIGHT -   296.723 (meters)      973.50  (feet) ADJUSTED
 LF0634  ______________________________________________________________________
 LF0634  GEOID HEIGHT    -        -30.586 (meters)                     GEOID18
 LF0634  DYNAMIC HEIGHT  -        296.558 (meters)      972.96  (feet) COMP
 LF0634  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 LF0634
 LF0634  VERT ORDER      -  SECOND    CLASS 0
 LF0634
 LF0634.The horizontal coordinates were established by autonomous hand held GPS
 LF0634.observations and have an estimated accuracy of +/- 10 meters.
 LF0634
 LF0634.The orthometric height was determined by differential leveling and
 LF0634.adjusted by the NATIONAL GEODETIC SURVEY
 LF0634.in June 1991.
 LF0634
 LF0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0634.GEOID18 height accuracy estimate available here.
 LF0634
 LF0634.Click photographs - Photos may exist for this station.
 LF0634
 LF0634.The dynamic height is computed by dividing the NAVD 88
 LF0634.geopotential number by the normal gravity value computed on the
 LF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0634.degrees latitude (g = 980.6199 gals.).
 LF0634
 LF0634.The modeled gravity was interpolated from observed gravity values.
 LF0634
 LF0634;                    North         East    Units  Estimated Accuracy
 LF0634;SPC NE       -    36,799.      881,935.      MT  (+/- 10 meters HH2 GPS)
 LF0634
 LF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8509539193(NAD 83)
 LF0634
 LF0634                          SUPERSEDED SURVEY CONTROL
 LF0634
 LF0634  NGVD 29 (??/??/92)  296.654  (m)          973.27   (f) ADJ UNCH    2 0
 LF0634
 LF0634.Superseded values are not recommended for survey control.
 LF0634
 LF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0634.See file dsdata.pdf to determine how the superseded data were derived.
 LF0634
 LF0634_MARKER: DB = BENCH MARK DISK
 LF0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0634_STAMPING: D 267 1947
 LF0634_MARK LOGO: CGS
 LF0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0634+STABILITY: SURFACE MOTION
 LF0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0634+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 LF0634
 LF0634  HISTORY     - Date     Condition        Report By
 LF0634  HISTORY     - 1947     MONUMENTED       CGS
 LF0634  HISTORY     - 1982     GOOD             LOCSUR
 LF0634  HISTORY     - 20120605 GOOD             INDIV
 LF0634
 LF0634                          STATION DESCRIPTION
 LF0634
 LF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0634'2.7 MI N FROM PRESTON.
 LF0634'2.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0634'AND QUINCY RAILROAD STATION AT PRESTON, 0.25 MILE NORTH OF AN
 LF0634'EAST-WEST CROSS ROAD, 123.0 FEET NORTH OF THE CENTER OF A PRIVATE
 LF0634'ROAD LEADING EAST TO A FARM HOUSE, 31.0 FEET EAST OF THE CENTER
 LF0634'OF THE MAIN ROAD, 29.5 FEET SOUTH OF A POINT IN LINE WITH A ROW
 LF0634'OF FIR TREES, 5.5 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 LF0634'A ROW OF TELEPHONE POLES, 3.5 FEET EAST OF THE EAST RIGHT OF WAY
 LF0634'FENCE, 1.8 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE
 LF0634'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 LF0634
 LF0634                          STATION RECOVERY (1982)
 LF0634
 LF0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0634'RECOVERED IN GOOD CONDITION.
 LF0634
 LF0634                          STATION RECOVERY (2012)
 LF0634
 LF0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LF0634'FOUND MARK FLUSH AND SCRAPED BY MOWER BLADE,BUT IT LOOKS STABLE,THE
 LF0634'MARK IS 1,050 FT. NORTH OF COUNTY ROAD 707 AND 115 FT. NORTH OF FARM
 LF0634'DRIVE ENTRANCE NO.70718 EAST.  ROW FENCE HAS BEEN REMOVED,
 LF0634'TELEPHONE POLE IS GONE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0477 ***********************************************************************
 LF0477  DESIGNATION -  D 268
 LF0477  PID         -  LF0477
 LF0477  STATE/COUNTY-  NE/RICHARDSON
 LF0477  COUNTRY     -  US
 LF0477  USGS QUAD   -  RULO (2017)
 LF0477
 LF0477                         *CURRENT SURVEY CONTROL
 LF0477  ______________________________________________________________________
 LF0477* NAD 83(1986) POSITION- 40 04 37.9    (N) 095 26 41.4    (W)   HD_HELD2
 LF0477* NAVD 88 ORTHO HEIGHT -   303.968 (meters)      997.27  (feet) ADJUSTED
 LF0477  ______________________________________________________________________
 LF0477  GEOID HEIGHT    -        -30.708 (meters)                     GEOID18
 LF0477  DYNAMIC HEIGHT  -        303.800 (meters)      996.72  (feet) COMP
 LF0477  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 LF0477
 LF0477  VERT ORDER      -  SECOND    CLASS 0
 LF0477
 LF0477.The horizontal coordinates were established by autonomous hand held GPS
 LF0477.observations and have an estimated accuracy of +/- 10 meters.
 LF0477
 LF0477.The orthometric height was determined by differential leveling and
 LF0477.adjusted by the NATIONAL GEODETIC SURVEY
 LF0477.in June 1991.
 LF0477
 LF0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0477.GEOID18 height accuracy estimate available here.
 LF0477
 LF0477.Click photographs - Photos may exist for this station.
 LF0477
 LF0477.The dynamic height is computed by dividing the NAVD 88
 LF0477.geopotential number by the normal gravity value computed on the
 LF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0477.degrees latitude (g = 980.6199 gals.).
 LF0477
 LF0477.The modeled gravity was interpolated from observed gravity values.
 LF0477
 LF0477;                    North         East    Units  Estimated Accuracy
 LF0477;SPC NE       -    37,310.      888,352.      MT  (+/- 10 meters HH2 GPS)
 LF0477
 LF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9153439189(NAD 83)
 LF0477
 LF0477                          SUPERSEDED SURVEY CONTROL
 LF0477
 LF0477  NGVD 29 (??/??/92)  303.903  (m)          997.06   (f) ADJ UNCH    2 0
 LF0477
 LF0477.Superseded values are not recommended for survey control.
 LF0477
 LF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0477.See file dsdata.pdf to determine how the superseded data were derived.
 LF0477
 LF0477_MARKER: DB = BENCH MARK DISK
 LF0477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0477_SP_SET: CULVERT HEADWALL
 LF0477_STAMPING: D 268 1947
 LF0477_MARK LOGO: CGS
 LF0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0477+STABILITY: SURFACE MOTION
 LF0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0477+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 LF0477
 LF0477  HISTORY     - Date     Condition        Report By
 LF0477  HISTORY     - 1947     MONUMENTED       CGS
 LF0477  HISTORY     - 20061028 GOOD             GEOCAC
 LF0477
 LF0477                          STATION DESCRIPTION
 LF0477
 LF0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0477'3 MI NW FROM RULO.
 LF0477'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY
 LF0477'RAILROAD FROM THE STATION AT RULO, THENCE 1.9 MILE NORTH ALONG
 LF0477'A GRAVEL AND DIRT ROAD, AT THE FOOT OF A HILL AND AT THE
 LF0477'CROSSING OF A RAVINE, 34.0 FEET EAST OF THE CENTER OF THE
 LF0477'ROAD, SET IN TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 LF0477'4 X 4 FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT 3 FEET
 LF0477'BELOW THE ROAD.
 LF0477
 LF0477                          STATION RECOVERY (2006)
 LF0477
 LF0477'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0477'1 FOOT SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0665 ***********************************************************************
 LF0665  DESIGNATION -  D 269
 LF0665  PID         -  LF0665
 LF0665  STATE/COUNTY-  NE/NEMAHA
 LF0665  COUNTRY     -  US
 LF0665  USGS QUAD   -  PERU (2017)
 LF0665
 LF0665                         *CURRENT SURVEY CONTROL
 LF0665  ______________________________________________________________________
 LF0665* NAD 83(1986) POSITION- 40 28 31.     (N) 095 43 51.     (W)   SCALED
 LF0665* NAVD 88 ORTHO HEIGHT -   319.432 (meters)     1048.00  (feet) ADJUSTED
 LF0665  ______________________________________________________________________
 LF0665  GEOID HEIGHT    -        -29.855 (meters)                     GEOID18
 LF0665  DYNAMIC HEIGHT  -        319.263 (meters)     1047.45  (feet) COMP
 LF0665  MODELED GRAVITY -    980,086.1   (mgal)                       NAVD 88
 LF0665
 LF0665  VERT ORDER      -  SECOND    CLASS 0
 LF0665
 LF0665.The horizontal coordinates were scaled from a map and have
 LF0665.an estimated accuracy of +/- 6 seconds.
 LF0665
 LF0665.The orthometric height was determined by differential leveling and
 LF0665.adjusted by the NATIONAL GEODETIC SURVEY
 LF0665.in June 1991.
 LF0665
 LF0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0665.GEOID18 height accuracy estimate available here.
 LF0665
 LF0665.Click photographs - Photos may exist for this station.
 LF0665
 LF0665.The dynamic height is computed by dividing the NAVD 88
 LF0665.geopotential number by the normal gravity value computed on the
 LF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0665.degrees latitude (g = 980.6199 gals.).
 LF0665
 LF0665.The modeled gravity was interpolated from observed gravity values.
 LF0665
 LF0665;                    North         East    Units  Estimated Accuracy
 LF0665;SPC NE       -    80,210.      861,810.      MT  (+/- 180 meters Scaled)
 LF0665
 LF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685840(NAD 83)
 LF0665
 LF0665                          SUPERSEDED SURVEY CONTROL
 LF0665
 LF0665  NGVD 29 (??/??/92)  319.343  (m)         1047.71   (f) ADJ UNCH    2 0
 LF0665
 LF0665.Superseded values are not recommended for survey control.
 LF0665
 LF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0665.See file dsdata.pdf to determine how the superseded data were derived.
 LF0665
 LF0665_MARKER: DB = BENCH MARK DISK
 LF0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0665_SP_SET: BUILDING
 LF0665_STAMPING: D 269 1947
 LF0665_MARK LOGO: CGS
 LF0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0665
 LF0665  HISTORY     - Date     Condition        Report By
 LF0665  HISTORY     - 1947     MONUMENTED       CGS
 LF0665  HISTORY     - 20120202 GOOD             INDIV
 LF0665
 LF0665                          STATION DESCRIPTION
 LF0665
 LF0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0665'AT PERU.
 LF0665'AT PERU, AT THE NEBRASKA STATE TEACHERS COLLEGE AND AT THE
 LF0665'SOUTHEAST CORNER OF THE BOYS DORMITORY BUILDING, 11.0 FEET
 LF0665'SOUTH OF THE SOUTH SIDE OF THE BRICK CANOPY AT THE EAST (MAIN)
 LF0665'ENTRANCE TO THE BUILDING, 3.6 FEET ABOVE THE TOP OF THE GROUND,
 LF0665'0.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, A DISK
 LF0665'SET VERTICALLY.
 LF0665
 LF0665                          STATION RECOVERY (2012)
 LF0665
 LF0665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LF0665'FOUND MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0093 ***********************************************************************
 LJ0093  DESIGNATION -  D 27
 LJ0093  PID         -  LJ0093
 LJ0093  STATE/COUNTY-  NE/FRONTIER
 LJ0093  COUNTRY     -  US
 LJ0093  USGS QUAD   -  CURTIS SW (2017)
 LJ0093
 LJ0093                         *CURRENT SURVEY CONTROL
 LJ0093  ______________________________________________________________________
 LJ0093* NAD 83(1986) POSITION- 40 30 01.65   (N) 100 38 49.63   (W)   HD_HELD1
 LJ0093* NAVD 88 ORTHO HEIGHT -   868.417 (meters)     2849.13  (feet) ADJUSTED
 LJ0093  ______________________________________________________________________
 LJ0093  GEOID HEIGHT    -        -23.257 (meters)                     GEOID18
 LJ0093  DYNAMIC HEIGHT  -        867.860 (meters)     2847.30  (feet) COMP
 LJ0093  MODELED GRAVITY -    979,954.1   (mgal)                       NAVD 88
 LJ0093
 LJ0093  VERT ORDER      -  SECOND    CLASS 0
 LJ0093
 LJ0093.The horizontal coordinates were determined by differentially corrected
 LJ0093.hand held GPS observations or other comparable positioning techniques
 LJ0093.and have an estimated accuracy of +/- 3 meters.
 LJ0093
 LJ0093.The orthometric height was determined by differential leveling and
 LJ0093.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0093.in June 1991.
 LJ0093
 LJ0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0093.GEOID18 height accuracy estimate available here.
 LJ0093
 LJ0093.Click photographs - Photos may exist for this station.
 LJ0093
 LJ0093.The dynamic height is computed by dividing the NAVD 88
 LJ0093.geopotential number by the normal gravity value computed on the
 LJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0093.degrees latitude (g = 980.6199 gals.).
 LJ0093
 LJ0093.The modeled gravity was interpolated from observed gravity values.
 LJ0093
 LJ0093;                    North         East    Units  Estimated Accuracy
 LJ0093;SPC NE       -    74,276.5     445,156.4     MT  (+/- 3 meters HH1 GPS) 
 LJ0093
 LJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6043184608(NAD 83)
 LJ0093
 LJ0093                          SUPERSEDED SURVEY CONTROL
 LJ0093
 LJ0093  NGVD 29 (??/??/92)  868.080  (m)         2848.03   (f) ADJ UNCH    2 0
 LJ0093
 LJ0093.Superseded values are not recommended for survey control.
 LJ0093
 LJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0093.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0093
 LJ0093_MARKER: DB = BENCH MARK DISK
 LJ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0093_STAMPING: D 23 1934
 LJ0093_MARK LOGO: CGS
 LJ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0093+STABILITY: SURFACE MOTION
 LJ0093
 LJ0093  HISTORY     - Date     Condition        Report By
 LJ0093  HISTORY     - 1934     MONUMENTED       CGS
 LJ0093  HISTORY     - 1954     GOOD             USGS
 LJ0093  HISTORY     - 1967     MARK NOT FOUND   USGS
 LJ0093
 LJ0093                          STATION DESCRIPTION
 LJ0093
 LJ0093'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0093'11.2 MI S FROM MAYWOOD.
 LJ0093'11.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0093'COUNTY, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1690
 LJ0093'FEET NORTH OF CROSSROADS, AND 12 FEET WEST OF THE RIGHT-OF-WAY
 LJ0093'FENCE.  A STANDARD DISK, STAMPED D 23 1934 AND SET IN THE
 LJ0093'TOP OF A CONCRETE POST.  NOTE-- THE BENCH MARK IS ERRONEOUSLY
 LJ0093'STAMPED D 23 1934.
 LJ0093
 LJ0093                          STATION RECOVERY (1967)
 LJ0093
 LJ0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LJ0093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0274 ***********************************************************************
 LH0274  DESIGNATION -  D 270
 LH0274  PID         -  LH0274
 LH0274  STATE/COUNTY-  NE/ADAMS
 LH0274  COUNTRY     -  US
 LH0274  USGS QUAD   -  BLUE HILL (2017)
 LH0274
 LH0274                         *CURRENT SURVEY CONTROL
 LH0274  ______________________________________________________________________
 LH0274* NAD 83(1986) POSITION- 40 21 55.4    (N) 098 27 15.5    (W)   HD_HELD2
 LH0274* NAVD 88 ORTHO HEIGHT -   592.000 (meters)     1942.25  (feet) ADJUSTED
 LH0274  ______________________________________________________________________
 LH0274  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 LH0274  DYNAMIC HEIGHT  -        591.655 (meters)     1941.12  (feet) COMP
 LH0274  MODELED GRAVITY -    980,023.3   (mgal)                       NAVD 88
 LH0274
 LH0274  VERT ORDER      -  FIRST     CLASS II
 LH0274
 LH0274.The horizontal coordinates were established by autonomous hand held GPS
 LH0274.observations and have an estimated accuracy of +/- 10 meters.
 LH0274
 LH0274.The orthometric height was determined by differential leveling and
 LH0274.adjusted by the NATIONAL GEODETIC SURVEY
 LH0274.in June 1991.
 LH0274
 LH0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0274.GEOID18 height accuracy estimate available here.
 LH0274
 LH0274.Click photographs - Photos may exist for this station.
 LH0274
 LH0274.The dynamic height is computed by dividing the NAVD 88
 LH0274.geopotential number by the normal gravity value computed on the
 LH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0274.degrees latitude (g = 980.6199 gals.).
 LH0274
 LH0274.The modeled gravity was interpolated from observed gravity values.
 LH0274
 LH0274;                    North         East    Units  Estimated Accuracy
 LH0274;SPC NE       -    60,249.      631,261.      MT  (+/- 10 meters HH2 GPS)
 LH0274
 LH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4633168455(NAD 83)
 LH0274
 LH0274                          SUPERSEDED SURVEY CONTROL
 LH0274
 LH0274  NGVD 29 (??/??/92)  591.774  (m)         1941.51   (f) ADJ UNCH    1 2
 LH0274
 LH0274.Superseded values are not recommended for survey control.
 LH0274
 LH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0274.See file dsdata.pdf to determine how the superseded data were derived.
 LH0274
 LH0274_MARKER: DB = BENCH MARK DISK
 LH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0274_STAMPING: D 270 1947
 LH0274_MARK LOGO: CGS
 LH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0274+STABILITY: SURFACE MOTION
 LH0274
 LH0274  HISTORY     - Date     Condition        Report By
 LH0274  HISTORY     - 1947     MONUMENTED       CGS
 LH0274  HISTORY     - 1981     GOOD             NGS
 LH0274
 LH0274                          STATION DESCRIPTION
 LH0274
 LH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0274'2.2 MI N FROM BLUE HILL.
 LH0274'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0274'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 156.0 FEET
 LH0274'NORTH OF THE CENTER LINE OF THE ROAD, 107.1 FEET NORTHWEST OF THE
 LH0274'FOURTH POLE NORTH OF MILEPOST 17, 34.6 FEET WEST OF THE WEST
 LH0274'RAIL, 3.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A
 LH0274'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT
 LH0274'ABOVE THE SURFACE OF THE GROUND.
 LH0274
 LH0274                          STATION RECOVERY (1981)
 LH0274
 LH0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0274'EXCEPT THE OLD POLE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1409 ***********************************************************************
 NM1409  DESIGNATION -  D 271
 NM1409  PID         -  NM1409
 NM1409  STATE/COUNTY-  NE/KNOX
 NM1409  COUNTRY     -  US
 NM1409  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1409
 NM1409                         *CURRENT SURVEY CONTROL
 NM1409  ______________________________________________________________________
 NM1409* NAD 83(1986) POSITION- 42 45 25.     (N) 097 39 46.     (W)   SCALED
 NM1409* NAVD 88 ORTHO HEIGHT -   502.370 (meters)     1648.19  (feet) ADJUSTED
 NM1409  ______________________________________________________________________
 NM1409  GEOID HEIGHT    -        -25.653 (meters)                     GEOID18
 NM1409  DYNAMIC HEIGHT  -        502.200 (meters)     1647.63  (feet) COMP
 NM1409  MODELED GRAVITY -    980,266.9   (mgal)                       NAVD 88
 NM1409
 NM1409  VERT ORDER      -  SECOND    CLASS 0
 NM1409
 NM1409.The horizontal coordinates were scaled from a map and have
 NM1409.an estimated accuracy of +/- 6 seconds.
 NM1409
 NM1409.The orthometric height was determined by differential leveling and
 NM1409.adjusted by the NATIONAL GEODETIC SURVEY
 NM1409.in June 1991.
 NM1409
 NM1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1409.GEOID18 height accuracy estimate available here.
 NM1409
 NM1409.Click photographs - Photos may exist for this station.
 NM1409
 NM1409.The dynamic height is computed by dividing the NAVD 88
 NM1409.geopotential number by the normal gravity value computed on the
 NM1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1409.degrees latitude (g = 980.6199 gals.).
 NM1409
 NM1409.The modeled gravity was interpolated from observed gravity values.
 NM1409
 NM1409;                    North         East    Units  Estimated Accuracy
 NM1409;SPC NE       -   327,210.      691,290.      MT  (+/- 180 meters Scaled)
 NM1409
 NM1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094346(NAD 83)
 NM1409
 NM1409                          SUPERSEDED SURVEY CONTROL
 NM1409
 NM1409  NGVD 29 (??/??/92)  502.142  (m)         1647.44   (f) ADJ UNCH    2 0
 NM1409
 NM1409.Superseded values are not recommended for survey control.
 NM1409
 NM1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1409.See file dsdata.pdf to determine how the superseded data were derived.
 NM1409
 NM1409_MARKER: DB = BENCH MARK DISK
 NM1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1409_STAMPING: D 271 1949
 NM1409_MARK LOGO: CGS
 NM1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1409+STABILITY: SURFACE MOTION
 NM1409
 NM1409  HISTORY     - Date     Condition        Report By
 NM1409  HISTORY     - 1949     MONUMENTED       CGS
 NM1409
 NM1409                          STATION DESCRIPTION
 NM1409
 NM1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1409'10 MI NW FROM CROFTON.
 NM1409'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1409'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE
 NM1409'HIGHWAY 12, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, AT A DIRT
 NM1409'CROSSROAD ON THE CREST OF A HILL, 133 FEET NORTH OF THE CENTER
 NM1409'LINE OF A DIRT ROAD LEADING WEST, 28 FEET WEST OF THE CENTER
 NM1409'LINE OF NORTH-SOUTH ROAD, 1.4 FEET NORTH OF A REFERENCE POST, SET
 NM1409'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1410 ***********************************************************************
 NM1410  DESIGNATION -  D 271 RESET
 NM1410  PID         -  NM1410
 NM1410  STATE/COUNTY-  NE/KNOX
 NM1410  COUNTRY     -  US
 NM1410  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1410
 NM1410                         *CURRENT SURVEY CONTROL
 NM1410  ______________________________________________________________________
 NM1410* NAD 83(1986) POSITION- 42 45 25.     (N) 097 39 46.     (W)   SCALED
 NM1410* NAVD 88 ORTHO HEIGHT -   500.57  (meters)     1642.3   (feet) RESET
 NM1410  ______________________________________________________________________
 NM1410  GEOID HEIGHT    -        -25.653 (meters)                     GEOID18
 NM1410  VERT ORDER      -  THIRD
 NM1410
 NM1410.The horizontal coordinates were scaled from a map and have
 NM1410.an estimated accuracy of +/- 6 seconds.
 NM1410
 NM1410.The orthometric height was computed from unverified reset data.
 NM1410
 NM1410.No vertical observational check was made to the station.
 NM1410
 NM1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1410.GEOID18 height accuracy estimate available here.
 NM1410
 NM1410.Click photographs - Photos may exist for this station.
 NM1410
 NM1410;                    North         East    Units  Estimated Accuracy
 NM1410;SPC NE       -   327,210.      691,290.      MT  (+/- 180 meters Scaled)
 NM1410
 NM1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094346(NAD 83)
 NM1410
 NM1410                          SUPERSEDED SURVEY CONTROL
 NM1410
 NM1410.No superseded survey control is available for this station.
 NM1410
 NM1410_MARKER: DB = BENCH MARK DISK
 NM1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1410_STAMPING: D 271 1949 RESET 1956
 NM1410_MARK LOGO: CGS
 NM1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1410+STABILITY: SURFACE MOTION
 NM1410
 NM1410  HISTORY     - Date     Condition        Report By
 NM1410  HISTORY     - 1956     MONUMENTED       LOCENG
 NM1410  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1410
 NM1410                          STATION DESCRIPTION
 NM1410
 NM1410'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 NM1410'10 MI NW FROM CROFTON.
 NM1410'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1410'HIGHWAY 12 AT CROFTON, 7 MILES WEST ALONG STATE HIGHWAY 12, 2
 NM1410'MILES NORTH ALONG A DIRT ROAD TO A CROWSROAD ON THE CREST OF A
 NM1410'HILL, 133 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING
 NM1410'WEST, 28 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 1.4
 NM1410'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM1410'PROJECTING 6 INCHES.
 NM1410
 NM1410                          STATION RECOVERY (1966)
 NM1410
 NM1410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1498 ***********************************************************************
 NM1498  DESIGNATION -  D 272
 NM1498  PID         -  NM1498
 NM1498  STATE/COUNTY-  NE/KNOX
 NM1498  COUNTRY     -  US
 NM1498  USGS QUAD   -  SANTEE (2017)
 NM1498
 NM1498                         *CURRENT SURVEY CONTROL
 NM1498  ______________________________________________________________________
 NM1498* NAD 83(1986) POSITION- 42 51 20.     (N) 097 50 16.     (W)   SCALED
 NM1498* NAVD 88 ORTHO HEIGHT -   366.667 (meters)     1202.97  (feet) ADJUSTED
 NM1498  ______________________________________________________________________
 NM1498  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 NM1498  DYNAMIC HEIGHT  -        366.545 (meters)     1202.57  (feet) COMP
 NM1498  MODELED GRAVITY -    980,277.8   (mgal)                       NAVD 88
 NM1498
 NM1498  VERT ORDER      -  SECOND    CLASS 0
 NM1498
 NM1498.The horizontal coordinates were scaled from a map and have
 NM1498.an estimated accuracy of +/- 6 seconds.
 NM1498
 NM1498.The orthometric height was determined by differential leveling and
 NM1498.adjusted by the NATIONAL GEODETIC SURVEY
 NM1498.in June 1991.
 NM1498
 NM1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1498.GEOID18 height accuracy estimate available here.
 NM1498
 NM1498.Click photographs - Photos may exist for this station.
 NM1498
 NM1498.The dynamic height is computed by dividing the NAVD 88
 NM1498.geopotential number by the normal gravity value computed on the
 NM1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1498.degrees latitude (g = 980.6199 gals.).
 NM1498
 NM1498.The modeled gravity was interpolated from observed gravity values.
 NM1498
 NM1498;                    North         East    Units  Estimated Accuracy
 NM1498;SPC NE       -   337,790.      676,690.      MT  (+/- 180 meters Scaled)
 NM1498
 NM1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN949454(NAD 83)
 NM1498
 NM1498                          SUPERSEDED SURVEY CONTROL
 NM1498
 NM1498  NGVD 29 (??/??/92)  366.443  (m)         1202.24   (f) ADJ UNCH    2 0
 NM1498
 NM1498.Superseded values are not recommended for survey control.
 NM1498
 NM1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1498.See file dsdata.pdf to determine how the superseded data were derived.
 NM1498
 NM1498_MARKER: DB = BENCH MARK DISK
 NM1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1498_STAMPING: D 272 1949
 NM1498_MARK LOGO: CGS
 NM1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1498+STABILITY: SURFACE MOTION
 NM1498
 NM1498  HISTORY     - Date     Condition        Report By
 NM1498  HISTORY     - 1949     MONUMENTED       CGS
 NM1498
 NM1498                          STATION DESCRIPTION
 NM1498
 NM1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1498'1.5 MI NE FROM SANTEE.
 NM1498'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1498'HALL AT SANTEE, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE
 NM1498'0.6 MILE EAST ALONG A DIRT ROAD, 57 YARDS (PACED) NORTHWEST OF
 NM1498'THE NORTHWEST CORNER OF THE CLARK DOTTERS RESIDENCE, ABOUT 450
 NM1498'FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF A
 NM1498'T FENCE CORNER, 1.5 FEET EAST OF A FENCE LINE, 1.5 FEET WEST OF
 NM1498'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1498'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0089 ***********************************************************************
 NN0089  DESIGNATION -  D 273
 NN0089  PID         -  NN0089
 NN0089  STATE/COUNTY-  NE/BOYD
 NN0089  COUNTRY     -  US
 NN0089  USGS QUAD   -  MARTY (2017)
 NN0089
 NN0089                         *CURRENT SURVEY CONTROL
 NN0089  ______________________________________________________________________
 NN0089* NAD 83(1986) POSITION- 42 55 50.     (N) 098 27 31.     (W)   SCALED
 NN0089* NAVD 88 ORTHO HEIGHT -   412.056 (meters)     1351.89  (feet) ADJUSTED
 NN0089  ______________________________________________________________________
 NN0089  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NN0089  DYNAMIC HEIGHT  -        411.918 (meters)     1351.43  (feet) COMP
 NN0089  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 NN0089
 NN0089  VERT ORDER      -  SECOND    CLASS 0
 NN0089
 NN0089.The horizontal coordinates were scaled from a map and have
 NN0089.an estimated accuracy of +/- 6 seconds.
 NN0089
 NN0089.The orthometric height was determined by differential leveling and
 NN0089.adjusted by the NATIONAL GEODETIC SURVEY
 NN0089.in June 1991.
 NN0089
 NN0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0089.GEOID18 height accuracy estimate available here.
 NN0089
 NN0089.Click photographs - Photos may exist for this station.
 NN0089
 NN0089.The dynamic height is computed by dividing the NAVD 88
 NN0089.geopotential number by the normal gravity value computed on the
 NN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0089.degrees latitude (g = 980.6199 gals.).
 NN0089
 NN0089.The modeled gravity was interpolated from observed gravity values.
 NN0089
 NN0089;                    North         East    Units  Estimated Accuracy
 NN0089;SPC NE       -   345,030.      625,820.      MT  (+/- 180 meters Scaled)
 NN0089
 NN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN441532(NAD 83)
 NN0089
 NN0089                          SUPERSEDED SURVEY CONTROL
 NN0089
 NN0089  NGVD 29 (??/??/92)  411.786  (m)         1351.00   (f) ADJ UNCH    2 0
 NN0089
 NN0089.Superseded values are not recommended for survey control.
 NN0089
 NN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0089.See file dsdata.pdf to determine how the superseded data were derived.
 NN0089
 NN0089_MARKER: DB = BENCH MARK DISK
 NN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0089_STAMPING: D 273 1949
 NN0089_MARK LOGO: CGS
 NN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0089+STABILITY: SURFACE MOTION
 NN0089
 NN0089  HISTORY     - Date     Condition        Report By
 NN0089  HISTORY     - 1949     MONUMENTED       CGS
 NN0089
 NN0089                          STATION DESCRIPTION
 NN0089
 NN0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0089'8.6 MI NE FROM LYNCH.
 NN0089'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0089'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL,
 NN0089'0.2 MILE NORTHEAST OF A FARMHOUSE AT THE FOOT OF THE HILL AND ON
 NN0089'THE NORTH SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NN0089'LEADING SOUTHWEST AND SOUTHEAST, 27.0 FEET NORTHWEST OF THE CENTER
 NN0089'LINE OF THE ROAD, 28.0 FEET SOUTHWEST OF A CORNER FENCE POST AT AN
 NN0089'ANGLE IN THE FENCE, 2.4 FEET SOUTHEAST OF THE FENCE, 1.2 FEET
 NN0089'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0089'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0694 ***********************************************************************
 NM0694  DESIGNATION -  D 274
 NM0694  PID         -  NM0694
 NM0694  STATE/COUNTY-  NE/DIXON
 NM0694  COUNTRY     -  US
 NM0694  USGS QUAD   -  CONCORD (2017)
 NM0694
 NM0694                         *CURRENT SURVEY CONTROL
 NM0694  ______________________________________________________________________
 NM0694* NAD 83(1986) POSITION- 42 24 24.     (N) 096 59 52.     (W)   SCALED
 NM0694* NAVD 88 ORTHO HEIGHT -   443.311 (meters)     1454.43  (feet) ADJUSTED
 NM0694  ______________________________________________________________________
 NM0694  GEOID HEIGHT    -        -25.043 (meters)                     GEOID18
 NM0694  DYNAMIC HEIGHT  -        443.166 (meters)     1453.95  (feet) COMP
 NM0694  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 NM0694
 NM0694  VERT ORDER      -  SECOND    CLASS 0
 NM0694
 NM0694.The horizontal coordinates were scaled from a map and have
 NM0694.an estimated accuracy of +/- 6 seconds.
 NM0694
 NM0694.The orthometric height was determined by differential leveling and
 NM0694.adjusted by the NATIONAL GEODETIC SURVEY
 NM0694.in June 1991.
 NM0694
 NM0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0694.GEOID18 height accuracy estimate available here.
 NM0694
 NM0694.Click photographs - Photos may exist for this station.
 NM0694
 NM0694.The dynamic height is computed by dividing the NAVD 88
 NM0694.geopotential number by the normal gravity value computed on the
 NM0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0694.degrees latitude (g = 980.6199 gals.).
 NM0694
 NM0694.The modeled gravity was interpolated from observed gravity values.
 NM0694
 NM0694;                    North         East    Units  Estimated Accuracy
 NM0694;SPC NE       -   290,010.      747,040.      MT  (+/- 180 meters Scaled)
 NM0694
 NM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM647968(NAD 83)
 NM0694
 NM0694                          SUPERSEDED SURVEY CONTROL
 NM0694
 NM0694  NGVD 29 (??/??/92)  443.127  (m)         1453.83   (f) ADJ UNCH    2 0
 NM0694
 NM0694.Superseded values are not recommended for survey control.
 NM0694
 NM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0694.See file dsdata.pdf to determine how the superseded data were derived.
 NM0694
 NM0694_MARKER: DB = BENCH MARK DISK
 NM0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0694_STAMPING: D 274 1949
 NM0694_MARK LOGO: CGS
 NM0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0694+STABILITY: SURFACE MOTION
 NM0694
 NM0694  HISTORY     - Date     Condition        Report By
 NM0694  HISTORY     - 1949     MONUMENTED       CGS
 NM0694
 NM0694                          STATION DESCRIPTION
 NM0694
 NM0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0694'0.6 MI S FROM DIXON.
 NM0694'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0694'AND QUINCY RAILROAD STATION AT DIXON, THENCE 0.55 MILE SOUTH
 NM0694'ALONG STATE HIGHWAY 116, AT THE FARM HOME OF C.J. MILLS, 168
 NM0694'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET SOUTHEAST
 NM0694'OF THE SOUTHEAST CORNER OF THE HOUSE, 37.0 FEET SOUTH OF
 NM0694'THE CENTER OF THE EAST GATE OF THE YARD FENCE, 10.0 FEET
 NM0694'NORTH OF THE SOUTHEAST CORNER POST OF THE YARD FENCE, 1.2 FEET
 NM0694'EAST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0694'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1060 ***********************************************************************
 NM1060  DESIGNATION -  D 275
 NM1060  PID         -  NM1060
 NM1060  STATE/COUNTY-  NE/CEDAR
 NM1060  COUNTRY     -  US
 NM1060  USGS QUAD   -  MECKLING (2017)
 NM1060
 NM1060                         *CURRENT SURVEY CONTROL
 NM1060  ______________________________________________________________________
 NM1060* NAD 83(1986) POSITION- 42 45 53.     (N) 097 06 38.     (W)   SCALED
 NM1060* NAVD 88 ORTHO HEIGHT -   357.191 (meters)     1171.88  (feet) ADJUSTED
 NM1060  ______________________________________________________________________
 NM1060  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM1060  DYNAMIC HEIGHT  -        357.084 (meters)     1171.53  (feet) COMP
 NM1060  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 NM1060
 NM1060  VERT ORDER      -  SECOND    CLASS 0
 NM1060
 NM1060.The horizontal coordinates were scaled from a map and have
 NM1060.an estimated accuracy of +/- 6 seconds.
 NM1060
 NM1060.The orthometric height was determined by differential leveling and
 NM1060.adjusted by the NATIONAL GEODETIC SURVEY
 NM1060.in June 1991.
 NM1060
 NM1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1060.GEOID18 height accuracy estimate available here.
 NM1060
 NM1060.Click photographs - Photos may exist for this station.
 NM1060
 NM1060.The dynamic height is computed by dividing the NAVD 88
 NM1060.geopotential number by the normal gravity value computed on the
 NM1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1060.degrees latitude (g = 980.6199 gals.).
 NM1060
 NM1060.The modeled gravity was interpolated from observed gravity values.
 NM1060
 NM1060;                    North         East    Units  Estimated Accuracy
 NM1060;SPC NE       -   329,440.      736,440.      MT  (+/- 180 meters Scaled)
 NM1060
 NM1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN545364(NAD 83)
 NM1060
 NM1060                          SUPERSEDED SURVEY CONTROL
 NM1060
 NM1060  NGVD 29 (??/??/92)  356.984  (m)         1171.21   (f) ADJ UNCH    2 0
 NM1060
 NM1060.Superseded values are not recommended for survey control.
 NM1060
 NM1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1060.See file dsdata.pdf to determine how the superseded data were derived.
 NM1060
 NM1060_MARKER: DB = BENCH MARK DISK
 NM1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1060_STAMPING: D 275 1949
 NM1060_MARK LOGO: CGS
 NM1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1060+STABILITY: SURFACE MOTION
 NM1060
 NM1060  HISTORY     - Date     Condition        Report By
 NM1060  HISTORY     - 1949     MONUMENTED       CGS
 NM1060
 NM1060                          STATION DESCRIPTION
 NM1060
 NM1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1060'5 MI E FROM WYNOT.
 NM1060'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1060'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1060'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1060'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1060'ROAD, THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, 122 FEET
 NM1060'NORTHWEST OF THE CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET
 NM1060'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST,
 NM1060'19.3 FEET NORTH OF A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE AND
 NM1060'ITS EAST SIDE, 7.2 FEET WEST OF A FENCE, 1.7 FEET EAST OF A
 NM1060'WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 NM1060'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0874 ***********************************************************************
 NM0874  DESIGNATION -  D 276
 NM0874  PID         -  NM0874
 NM0874  STATE/COUNTY-  NE/DIXON
 NM0874  COUNTRY     -  US
 NM0874  USGS QUAD   -  BURBANK (2017)
 NM0874
 NM0874                         *CURRENT SURVEY CONTROL
 NM0874  ______________________________________________________________________
 NM0874* NAD 83(1986) POSITION- 42 38 46.     (N) 096 45 05.     (W)   SCALED
 NM0874* NAVD 88 ORTHO HEIGHT -   347.114 (meters)     1138.82  (feet) ADJUSTED
 NM0874  ______________________________________________________________________
 NM0874  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 NM0874  DYNAMIC HEIGHT  -        347.009 (meters)     1138.48  (feet) COMP
 NM0874  MODELED GRAVITY -    980,307.2   (mgal)                       NAVD 88
 NM0874
 NM0874  VERT ORDER      -  SECOND    CLASS 0
 NM0874
 NM0874.The horizontal coordinates were scaled from a map and have
 NM0874.an estimated accuracy of +/- 6 seconds.
 NM0874
 NM0874.The orthometric height was determined by differential leveling and
 NM0874.adjusted by the NATIONAL GEODETIC SURVEY
 NM0874.in June 1991.
 NM0874
 NM0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0874.GEOID18 height accuracy estimate available here.
 NM0874
 NM0874.Click photographs - Photos may exist for this station.
 NM0874
 NM0874.The dynamic height is computed by dividing the NAVD 88
 NM0874.geopotential number by the normal gravity value computed on the
 NM0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0874.degrees latitude (g = 980.6199 gals.).
 NM0874
 NM0874.The modeled gravity was interpolated from observed gravity values.
 NM0874
 NM0874;                    North         East    Units  Estimated Accuracy
 NM0874;SPC NE       -   317,320.      766,310.      MT  (+/- 180 meters Scaled)
 NM0874
 NM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN843239(NAD 83)
 NM0874
 NM0874                          SUPERSEDED SURVEY CONTROL
 NM0874
 NM0874  NGVD 29 (??/??/92)  346.934  (m)         1138.23   (f) ADJ UNCH    2 0
 NM0874
 NM0874.Superseded values are not recommended for survey control.
 NM0874
 NM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0874.See file dsdata.pdf to determine how the superseded data were derived.
 NM0874
 NM0874_MARKER: DB = BENCH MARK DISK
 NM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0874_STAMPING: D 276 1949
 NM0874_MARK LOGO: CGS
 NM0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0874+STABILITY: SURFACE MOTION
 NM0874
 NM0874  HISTORY     - Date     Condition        Report By
 NM0874  HISTORY     - 1949     MONUMENTED       CGS
 NM0874  HISTORY     - 20040309 MARK NOT FOUND   DUCKS
 NM0874  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0874
 NM0874                          STATION DESCRIPTION
 NM0874
 NM0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0874'7 MI NW FROM PONCA.
 NM0874'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0874'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0874'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0874'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH
 NM0874'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MYNOR NORTHRUP, 58
 NM0874'FEET NORTHWEST OF THE CENTER LINE OF AN EAST-WEST ROAD, 51.0 FEET
 NM0874'NORTHWEST OF THE NORTH CORNER OF A SMALL WOODEN BRIDGE, 48 FEET
 NM0874'EAST OF THE EXTENDED CENTER LINE OF A T ROAD LEADING SOUTH, 32.0
 NM0874'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 35.7 FEET
 NM0874'WEST OF A 24-INCH WALNUT TREE, 9.0 FEET EAST OF A 24-INCH ELM
 NM0874'TREE, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 NM0874'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0874
 NM0874                          STATION RECOVERY (2004)
 NM0874
 NM0874'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NM0874'MARK NOT FOUND.
 NM0874
 NM0874                          STATION RECOVERY (2020)
 NM0874
 NM0874'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0874'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0096 ***********************************************************************
 NN0096  DESIGNATION -  D 277
 NN0096  PID         -  NN0096
 NN0096  STATE/COUNTY-  NE/KNOX
 NN0096  COUNTRY     -  US
 NN0096  USGS QUAD   -  VERDEL (2017)
 NN0096
 NN0096                         *CURRENT SURVEY CONTROL
 NN0096  ______________________________________________________________________
 NN0096* NAD 83(1986) POSITION- 42 50 52.     (N) 098 13 43.     (W)   SCALED
 NN0096* NAVD 88 ORTHO HEIGHT -   408.725 (meters)     1340.96  (feet) ADJUSTED
 NN0096  ______________________________________________________________________
 NN0096  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 NN0096  DYNAMIC HEIGHT  -        408.587 (meters)     1340.51  (feet) COMP
 NN0096  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 NN0096
 NN0096  VERT ORDER      -  SECOND    CLASS 0
 NN0096
 NN0096.The horizontal coordinates were scaled from a map and have
 NN0096.an estimated accuracy of +/- 6 seconds.
 NN0096
 NN0096.The orthometric height was determined by differential leveling and
 NN0096.adjusted by the NATIONAL GEODETIC SURVEY
 NN0096.in June 1991.
 NN0096
 NN0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0096.GEOID18 height accuracy estimate available here.
 NN0096
 NN0096.Click photographs - Photos may exist for this station.
 NN0096
 NN0096.The dynamic height is computed by dividing the NAVD 88
 NN0096.geopotential number by the normal gravity value computed on the
 NN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0096.degrees latitude (g = 980.6199 gals.).
 NN0096
 NN0096.The modeled gravity was interpolated from observed gravity values.
 NN0096
 NN0096;                    North         East    Units  Estimated Accuracy
 NN0096;SPC NE       -   336,190.      644,780.      MT  (+/- 180 meters Scaled)
 NN0096
 NN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN630441(NAD 83)
 NN0096
 NN0096                          SUPERSEDED SURVEY CONTROL
 NN0096
 NN0096  NGVD 29 (??/??/92)  408.484  (m)         1340.17   (f) ADJ UNCH    2 0
 NN0096
 NN0096.Superseded values are not recommended for survey control.
 NN0096
 NN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0096.See file dsdata.pdf to determine how the superseded data were derived.
 NN0096
 NN0096_MARKER: DB = BENCH MARK DISK
 NN0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0096_STAMPING: D 277 1949
 NN0096_MARK LOGO: CGS
 NN0096_PROJECTION: FLUSH
 NN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0096+STABILITY: SURFACE MOTION
 NN0096
 NN0096  HISTORY     - Date     Condition        Report By
 NN0096  HISTORY     - 1949     MONUMENTED       CGS
 NN0096  HISTORY     - 1950     GOOD             CGS
 NN0096
 NN0096                          STATION DESCRIPTION
 NN0096
 NN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0096'5.2 MI NW FROM VERDEL.
 NN0096'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0096'THE STATION AT VERDEL, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD,
 NN0096'THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.05 MILES
 NN0096'NORTHWESTERLY ALONG AN ABANDONED ROAD, ALONG A NORTHEAST-SOUTHWEST
 NN0096'RIDGE, AT AN ANGLE IN THE FENCE, 8 FEET NORTHWEST OF THE CENTER LINE
 NN0096'OF THE ROAD, 1.0 FOOT SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE,
 NN0096'4.0 FEET WEST OF A POINT IN LINE WITH THE NORTH-SOUTH FENCE, 9.0
 NN0096'FEET SOUTHWEST OF THE CORNER FENCE POST, 2.6 FEET SOUTHWEST OF A
 NN0096'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 NN0096'GROUND.
 NN0096
 NN0096                          STATION RECOVERY (1950)
 NN0096
 NN0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NN0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0486 ***********************************************************************
 NM0486  DESIGNATION -  D 278
 NM0486  PID         -  NM0486
 NM0486  STATE/COUNTY-  NE/THURSTON
 NM0486  COUNTRY     -  US
 NM0486  USGS QUAD   -  WALTHILL (2017)
 NM0486
 NM0486                         *CURRENT SURVEY CONTROL
 NM0486  ______________________________________________________________________
 NM0486* NAD 83(1986) POSITION- 42 13 59.     (N) 096 24 07.     (W)   SCALED
 NM0486* NAVD 88 ORTHO HEIGHT -   434.859 (meters)     1426.70  (feet) ADJUSTED
 NM0486  ______________________________________________________________________
 NM0486  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 NM0486  DYNAMIC HEIGHT  -        434.715 (meters)     1426.23  (feet) COMP
 NM0486  MODELED GRAVITY -    980,277.1   (mgal)                       NAVD 88
 NM0486
 NM0486  VERT ORDER      -  SECOND    CLASS 0
 NM0486
 NM0486.The horizontal coordinates were scaled from a map and have
 NM0486.an estimated accuracy of +/- 6 seconds.
 NM0486
 NM0486.The orthometric height was determined by differential leveling and
 NM0486.adjusted by the NATIONAL GEODETIC SURVEY
 NM0486.in June 1991.
 NM0486
 NM0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0486.GEOID18 height accuracy estimate available here.
 NM0486
 NM0486.Click photographs - Photos may exist for this station.
 NM0486
 NM0486.The dynamic height is computed by dividing the NAVD 88
 NM0486.geopotential number by the normal gravity value computed on the
 NM0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0486.degrees latitude (g = 980.6199 gals.).
 NM0486
 NM0486.The modeled gravity was interpolated from observed gravity values.
 NM0486
 NM0486;                    North         East    Units  Estimated Accuracy
 NM0486;SPC NE       -   272,620.      796,850.      MT  (+/- 180 meters Scaled)
 NM0486
 NM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM143789(NAD 83)
 NM0486
 NM0486                          SUPERSEDED SURVEY CONTROL
 NM0486
 NM0486  NGVD 29 (??/??/92)  434.706  (m)         1426.20   (f) ADJ UNCH    2 0
 NM0486
 NM0486.Superseded values are not recommended for survey control.
 NM0486
 NM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0486.See file dsdata.pdf to determine how the superseded data were derived.
 NM0486
 NM0486_MARKER: DB = BENCH MARK DISK
 NM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0486_STAMPING: D 278 1949
 NM0486_MARK LOGO: CGS
 NM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0486+STABILITY: SURFACE MOTION
 NM0486
 NM0486  HISTORY     - Date     Condition        Report By
 NM0486  HISTORY     - 1949     MONUMENTED       CGS
 NM0486
 NM0486                          STATION DESCRIPTION
 NM0486
 NM0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0486'3.7 MI NE FROM WINNEBAGO.
 NM0486'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0486'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD, 0.1
 NM0486'MILE EAST OF A T ROAD LEADING SOUTH, 43 FEET NORTH OF THE CENTER
 NM0486'LINE OF AN EAST-WEST ROAD, 2.0 FEET SOUTH OF A REFERENCE POST,
 NM0486'ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 NM0486'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0075 ***********************************************************************
 LH0075  DESIGNATION -  D 279
 LH0075  PID         -  LH0075
 LH0075  STATE/COUNTY-  NE/HALL
 LH0075  COUNTRY     -  US
 LH0075  USGS QUAD   -  ABBOTT (2017)
 LH0075
 LH0075                         *CURRENT SURVEY CONTROL
 LH0075  ______________________________________________________________________
 LH0075* NAD 83(1986) POSITION- 40 53 38.38   (N) 098 24 52.10   (W)   HD_HELD1
 LH0075* NAVD 88 ORTHO HEIGHT -   576.496 (meters)     1891.39  (feet) ADJUSTED
 LH0075  ______________________________________________________________________
 LH0075  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 LH0075  DYNAMIC HEIGHT  -        576.192 (meters)     1890.39  (feet) COMP
 LH0075  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 LH0075
 LH0075  VERT ORDER      -  FIRST     CLASS II
 LH0075
 LH0075.The horizontal coordinates were determined by differentially corrected
 LH0075.hand held GPS observations or other comparable positioning techniques
 LH0075.and have an estimated accuracy of +/- 3 meters.
 LH0075
 LH0075.The orthometric height was determined by differential leveling and
 LH0075.adjusted by the NATIONAL GEODETIC SURVEY
 LH0075.in June 1991.
 LH0075
 LH0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0075.GEOID18 height accuracy estimate available here.
 LH0075
 LH0075.Click photographs - Photos may exist for this station.
 LH0075
 LH0075.The dynamic height is computed by dividing the NAVD 88
 LH0075.geopotential number by the normal gravity value computed on the
 LH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0075.degrees latitude (g = 980.6199 gals.).
 LH0075
 LH0075.The modeled gravity was interpolated from observed gravity values.
 LH0075
 LH0075;                    North         East    Units  Estimated Accuracy
 LH0075;SPC NE       -   118,986.9     633,566.6     MT  (+/- 3 meters HH1 GPS) 
 LH0075
 LH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4932227154(NAD 83)
 LH0075
 LH0075                          SUPERSEDED SURVEY CONTROL
 LH0075
 LH0075  NGVD 29 (02/14/92)  576.249  (m)         1890.58   (f) ADJUSTED    1 2
 LH0075  NGVD 29 (??/??/87)  576.249  (m)         1890.58   (f) SUPERSEDED  1 2
 LH0075
 LH0075.Superseded values are not recommended for survey control.
 LH0075
 LH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0075.See file dsdata.pdf to determine how the superseded data were derived.
 LH0075
 LH0075_MARKER: DB = BENCH MARK DISK
 LH0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0075_STAMPING: D 279 1949
 LH0075_MARK LOGO: CGS
 LH0075_PROJECTION: PROJECTING 25 CENTIMETERS
 LH0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0075+STABILITY: SURFACE MOTION
 LH0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0075+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2019
 LH0075
 LH0075  HISTORY     - Date     Condition        Report By
 LH0075  HISTORY     - 1949     MONUMENTED       CGS
 LH0075  HISTORY     - 1990     GOOD             USPSQD
 LH0075  HISTORY     - 19910924 GOOD             NGS
 LH0075  HISTORY     - 20190930 GOOD             NE-109
 LH0075
 LH0075                          STATION DESCRIPTION
 LH0075
 LH0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0075'4.3 MI SW FROM GRAND ISLAND.
 LH0075'4.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0075'STATION AT GRAND ISLAND, 17 RAILS NORTHEAST OF A ROAD CROSSING,
 LH0075'77 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30, 47.0
 LH0075'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 LH0075'TRACKS, 1.0 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0075'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0075'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LH0075
 LH0075                          STATION RECOVERY (1990)
 LH0075
 LH0075'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0075'RECOVERED IN GOOD CONDITION.
 LH0075
 LH0075                          STATION RECOVERY (1991)
 LH0075
 LH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0075'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0075'U.S. HIGHWAY 281 IN GRAND ISLAND, 187.4 M (614.8 FT) NORTHEAST OF
 LH0075'THE CENTERLINE OF ENGLEMAN ROAD, 34.6 M (113.5 FT) NORTHEAST OF A
 LH0075'UTILITY POLE, 23.2 M (76.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 LH0075'14.3 M (46.9 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0075'RAILROAD, 9.5 M (31.2 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES,
 LH0075'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 LH0075'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 LH0075'THE GROUND SURFACE.
 LH0075
 LH0075                          STATION RECOVERY (2019)
 LH0075
 LH0075'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0075'MONUMENT FOUND IN GOOD CONDITION, 614.8 FT (187.4 M) NORTHEAST OF THE
 LH0075'CENTERLINE OF ENGLEMAN ROAD, 76.1 FT (23.2 M) SOUTHEAST OF THE
 LH0075'CENTERLINE OF US HIGHWAY 30, 46.9 FT (14.3 M) NORTHWEST OF THE NEAR
 LH0075'RAIL OF THE UNION PACIFIC RAILROAD, 1.25 FT (0.4 M) NORTHWEST OF A T
 LH0075'POST, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST, 7.3 FT (2.2 M)
 LH0075'SOUTHWEST OF A U.G. FIBER OPTIC WARN POST AND THE MONUMENT PROJECTS
 LH0075'0.8 FT (24 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0146 ***********************************************************************
 LJ0146  DESIGNATION -  D 28
 LJ0146  PID         -  LJ0146
 LJ0146  STATE/COUNTY-  NE/LINCOLN
 LJ0146  COUNTRY     -  US
 LJ0146  USGS QUAD   -  WELLFLEET (2017)
 LJ0146
 LJ0146                         *CURRENT SURVEY CONTROL
 LJ0146  ______________________________________________________________________
 LJ0146* NAD 83(1986) POSITION- 40 45 27.     (N) 100 38 15.     (W)   SCALED
 LJ0146* NAVD 88 ORTHO HEIGHT -   898.627 (meters)     2948.25  (feet) ADJUSTED
 LJ0146  ______________________________________________________________________
 LJ0146  GEOID HEIGHT    -        -22.921 (meters)                     GEOID18
 LJ0146  DYNAMIC HEIGHT  -        898.065 (meters)     2946.40  (feet) COMP
 LJ0146  MODELED GRAVITY -    979,969.3   (mgal)                       NAVD 88
 LJ0146
 LJ0146  VERT ORDER      -  SECOND    CLASS 0
 LJ0146
 LJ0146.The horizontal coordinates were scaled from a map and have
 LJ0146.an estimated accuracy of +/- 6 seconds.
 LJ0146
 LJ0146.The orthometric height was determined by differential leveling and
 LJ0146.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0146.in June 1994.
 LJ0146
 LJ0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0146.GEOID18 height accuracy estimate available here.
 LJ0146
 LJ0146.Click photographs - Photos may exist for this station.
 LJ0146
 LJ0146.The dynamic height is computed by dividing the NAVD 88
 LJ0146.geopotential number by the normal gravity value computed on the
 LJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0146.degrees latitude (g = 980.6199 gals.).
 LJ0146
 LJ0146.The modeled gravity was interpolated from observed gravity values.
 LJ0146
 LJ0146;                    North         East    Units  Estimated Accuracy
 LJ0146;SPC NE       -   102,810.      446,180.      MT  (+/- 180 meters Scaled)
 LJ0146
 LJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL617131(NAD 83)
 LJ0146
 LJ0146                          SUPERSEDED SURVEY CONTROL
 LJ0146
 LJ0146  NAVD 88 (06/15/91)  898.626  (m)         2948.24   (f) SUPERSEDED  2 0
 LJ0146  NGVD 29 (??/??/92)  898.266  (m)         2947.06   (f) ADJ UNCH    2 0
 LJ0146
 LJ0146.Superseded values are not recommended for survey control.
 LJ0146
 LJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0146.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0146
 LJ0146_MARKER: DB = BENCH MARK DISK
 LJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0146_STAMPING: D 28 1934
 LJ0146_MARK LOGO: CGS
 LJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0146+STABILITY: SURFACE MOTION
 LJ0146
 LJ0146  HISTORY     - Date     Condition        Report By
 LJ0146  HISTORY     - 1934     MONUMENTED       CGS
 LJ0146
 LJ0146                          STATION DESCRIPTION
 LJ0146
 LJ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0146'8.1 MI N FROM MAYWOOD.
 LJ0146'IN LINCOLN COUNTY, 8.1 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0146'MAYWOOD, FRONTIER COUNTY, BETWEEN TWO RIGHT-ANGLE CURVES, 0.8
 LJ0146'MILE WEST OF ONE CURVE, 0.2 MILE EAST OF THE OTHER, 36 FEET
 LJ0146'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF THE
 LJ0146'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 28 1934 AND SET
 LJ0146'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0832 ***********************************************************************
 MK0832  DESIGNATION -  D 280
 MK0832  PID         -  MK0832
 MK0832  STATE/COUNTY-  NE/SARPY
 MK0832  COUNTRY     -  US
 MK0832  USGS QUAD   -  CEDAR CREEK (2017)
 MK0832
 MK0832                         *CURRENT SURVEY CONTROL
 MK0832  ______________________________________________________________________
 MK0832* NAD 83(1986) POSITION- 41 05 33.     (N) 096 00 01.     (W)   SCALED
 MK0832* NAVD 88 ORTHO HEIGHT -   329.133 (meters)     1079.83  (feet) ADJUSTED
 MK0832  ______________________________________________________________________
 MK0832  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 MK0832  DYNAMIC HEIGHT  -        329.001 (meters)     1079.40  (feet) COMP
 MK0832  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 MK0832
 MK0832  VERT ORDER      -  SECOND    CLASS 0
 MK0832
 MK0832.The horizontal coordinates were scaled from a map and have
 MK0832.an estimated accuracy of +/- 6 seconds.
 MK0832
 MK0832.The orthometric height was determined by differential leveling and
 MK0832.adjusted by the NATIONAL GEODETIC SURVEY
 MK0832.in June 1991.
 MK0832
 MK0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0832.GEOID18 height accuracy estimate available here.
 MK0832
 MK0832.Click photographs - Photos may exist for this station.
 MK0832
 MK0832.The dynamic height is computed by dividing the NAVD 88
 MK0832.geopotential number by the normal gravity value computed on the
 MK0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0832.degrees latitude (g = 980.6199 gals.).
 MK0832
 MK0832.The modeled gravity was interpolated from observed gravity values.
 MK0832
 MK0832;                    North         East    Units  Estimated Accuracy
 MK0832;SPC NE       -   147,570.      835,820.      MT  (+/- 180 meters Scaled)
 MK0832
 MK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL519533(NAD 83)
 MK0832
 MK0832                          SUPERSEDED SURVEY CONTROL
 MK0832
 MK0832  NGVD 29 (??/??/92)  329.038  (m)         1079.52   (f) ADJ UNCH    2 0
 MK0832
 MK0832.Superseded values are not recommended for survey control.
 MK0832
 MK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0832.See file dsdata.pdf to determine how the superseded data were derived.
 MK0832
 MK0832_MARKER: DB = BENCH MARK DISK
 MK0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0832_STAMPING: D 280 1950
 MK0832_MARK LOGO: CGS
 MK0832_PROJECTION: PROJECTING 12 CENTIMETERS
 MK0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0832+STABILITY: SURFACE MOTION
 MK0832
 MK0832  HISTORY     - Date     Condition        Report By
 MK0832  HISTORY     - 1950     MONUMENTED       CGS
 MK0832
 MK0832                          STATION DESCRIPTION
 MK0832
 MK0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0832'5.4 MI W FROM LA PLATTE.
 MK0832'5.45 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MK0832'LA PLATTE, AT A T ROAD JUNCTION, 69 FEET SOUTH OF THE CENTER
 MK0832'LINE OF THE EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER
 MK0832'LINE OF A ROAD LEADING SOUTH, 10 FEET NORTH OF TELEPHONE POLE
 MK0832'316, 0.8 FOOT EAST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS
 MK0832'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK0832'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0333 ***********************************************************************
 ML0333  DESIGNATION -  D 281
 ML0333  PID         -  ML0333
 ML0333  STATE/COUNTY-  NE/HOWARD
 ML0333  COUNTRY     -  US
 ML0333  USGS QUAD   -  BOELUS (2017)
 ML0333
 ML0333                         *CURRENT SURVEY CONTROL
 ML0333  ______________________________________________________________________
 ML0333* NAD 83(1986) POSITION- 41 04 27.     (N) 098 42 57.     (W)   SCALED
 ML0333* NAVD 88 ORTHO HEIGHT -   584.198 (meters)     1916.66  (feet) ADJUSTED
 ML0333  ______________________________________________________________________
 ML0333  GEOID HEIGHT    -        -24.361 (meters)                     GEOID18
 ML0333  DYNAMIC HEIGHT  -        583.901 (meters)     1915.68  (feet) COMP
 ML0333  MODELED GRAVITY -    980,096.7   (mgal)                       NAVD 88
 ML0333
 ML0333  VERT ORDER      -  FIRST     CLASS II
 ML0333
 ML0333.The horizontal coordinates were scaled from a map and have
 ML0333.an estimated accuracy of +/- 6 seconds.
 ML0333
 ML0333.The orthometric height was determined by differential leveling and
 ML0333.adjusted by the NATIONAL GEODETIC SURVEY
 ML0333.in June 1991.
 ML0333
 ML0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0333.GEOID18 height accuracy estimate available here.
 ML0333
 ML0333.Click photographs - Photos may exist for this station.
 ML0333
 ML0333.The dynamic height is computed by dividing the NAVD 88
 ML0333.geopotential number by the normal gravity value computed on the
 ML0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0333.degrees latitude (g = 980.6199 gals.).
 ML0333
 ML0333.The modeled gravity was interpolated from observed gravity values.
 ML0333
 ML0333;                    North         East    Units  Estimated Accuracy
 ML0333;SPC NE       -   138,570.      607,890.      MT  (+/- 180 meters Scaled)
 ML0333
 ML0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL238470(NAD 83)
 ML0333
 ML0333                          SUPERSEDED SURVEY CONTROL
 ML0333
 ML0333  NGVD 29 (??/??/92)  583.964  (m)         1915.89   (f) ADJ UNCH    1 2
 ML0333
 ML0333.Superseded values are not recommended for survey control.
 ML0333
 ML0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0333.See file dsdata.pdf to determine how the superseded data were derived.
 ML0333
 ML0333_MARKER: DB = BENCH MARK DISK
 ML0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0333_STAMPING: D 281 1949
 ML0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0333+STABILITY: SURFACE MOTION
 ML0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0333+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2009
 ML0333
 ML0333  HISTORY     - Date     Condition        Report By
 ML0333  HISTORY     - 1949     MONUMENTED       CGS
 ML0333  HISTORY     - 1985     GOOD             NGS
 ML0333  HISTORY     - 20091222 GOOD             INDIV
 ML0333
 ML0333                          STATION DESCRIPTION
 ML0333
 ML0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0333'AT BOELUS.
 ML0333'AT BOELUS, IN THE SOUTHEAST QUARTER OF THE FIRST CROSSING WEST OF
 ML0333'THE UNION PACIFIC RAILROAD STATION, 122 FEET SOUTHWEST OF THE
 ML0333'SOUTHWEST CORNER OF THE STATION, 39 FEET EAST OF THE CENTER LINE
 ML0333'OF THE MAIN STREET, 29.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 ML0333'TRACK, 0.5 FOOT EAST OF THE EAST EDGE OF A CINDER SIDEWALK, LEVEL
 ML0333'WITH THE CONCRETE CURB, SET IN THE TOP OF A CONCRETE POST AT A
 ML0333'DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND, 1.4
 ML0333'FEET WEST OF A REFERENCE POST.
 ML0333
 ML0333                          STATION RECOVERY (1985)
 ML0333
 ML0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0333'0.24 KM (0.15 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE, 12.5
 ML0333'M (41.0 FT) EAST FROM THE CENTERLINE OF THE STREET, 7.62 M (25.0 FT)
 ML0333'NORTHWEST OF THE WEST ELM TREE IN THE NORTH ROW OF TREES IN A SMALL
 ML0333'PARK, 5.18 M (17.0 FT) SOUTHEAST FROM A PWER POLE.
 ML0333
 ML0333                          STATION RECOVERY (2009)
 ML0333
 ML0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JLB)
 ML0333'RECOVERED AS DESCRIBED, AT THE NORTHWEST CORNER OF CITY PARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0470 ***********************************************************************
 ML0470  DESIGNATION -  D 282
 ML0470  PID         -  ML0470
 ML0470  STATE/COUNTY-  NE/HOWARD
 ML0470  COUNTRY     -  US
 ML0470  USGS QUAD   -  DANNEBROG (2017)
 ML0470
 ML0470                         *CURRENT SURVEY CONTROL
 ML0470  ______________________________________________________________________
 ML0470* NAD 83(1986) POSITION- 41 02 48.     (N) 098 36 50.     (W)   SCALED
 ML0470* NAVD 88 ORTHO HEIGHT -   585.779 (meters)     1921.84  (feet) ADJUSTED
 ML0470  ______________________________________________________________________
 ML0470  GEOID HEIGHT    -        -24.471 (meters)                     GEOID18
 ML0470  DYNAMIC HEIGHT  -        585.480 (meters)     1920.86  (feet) COMP
 ML0470  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 ML0470
 ML0470  VERT ORDER      -  SECOND    CLASS 0
 ML0470
 ML0470.The horizontal coordinates were scaled from a map and have
 ML0470.an estimated accuracy of +/- 6 seconds.
 ML0470
 ML0470.The orthometric height was determined by differential leveling and
 ML0470.adjusted by the NATIONAL GEODETIC SURVEY
 ML0470.in June 1991.
 ML0470
 ML0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0470.GEOID18 height accuracy estimate available here.
 ML0470
 ML0470.Click photographs - Photos may exist for this station.
 ML0470
 ML0470.The dynamic height is computed by dividing the NAVD 88
 ML0470.geopotential number by the normal gravity value computed on the
 ML0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0470.degrees latitude (g = 980.6199 gals.).
 ML0470
 ML0470.The modeled gravity was interpolated from observed gravity values.
 ML0470
 ML0470;                    North         East    Units  Estimated Accuracy
 ML0470;SPC NE       -   135,650.      616,500.      MT  (+/- 180 meters Scaled)
 ML0470
 ML0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324440(NAD 83)
 ML0470
 ML0470                          SUPERSEDED SURVEY CONTROL
 ML0470
 ML0470  NGVD 29 (??/??/92)  585.540  (m)         1921.06   (f) ADJ UNCH    2 0
 ML0470
 ML0470.Superseded values are not recommended for survey control.
 ML0470
 ML0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0470.See file dsdata.pdf to determine how the superseded data were derived.
 ML0470
 ML0470_STAMPING: D 282 1949
 ML0470
 ML0470  HISTORY     - Date     Condition        Report By
 ML0470  HISTORY     - 1949     MONUMENTED       CGS
 ML0470  HISTORY     - 20200902 MARK NOT FOUND   NE-079
 ML0470
 ML0470                          STATION DESCRIPTION
 ML0470
 ML0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0470'7.3 MI E FROM BOELUS.
 ML0470'5.3 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0470'RAILROAD STATION AT BOELUS, THENCE 2.0 MILES SOUTH ALONG STATE
 ML0470'HIGHWAY NO. 60, 1.5 MILES SOUTH OF THE SOUTH END OF THE BRIDGE
 ML0470'OVER THE MIDDLE LOUP RIVER, AT THE SOUTHWEST CORNER OF SECTION
 ML0470'32, T. 13 N., R. 11 W., ON THE OUTSIDE OF A CURVE IN THE HIGHWAY
 ML0470'WITH TANGENTS LEADING NORTH AND EAST, 300 FEET SOUTHWEST OF THE
 ML0470'CENTER LINE OF THE HIGHWAY, 61 FEET NORTH OF THE CENTER LINE OF A
 ML0470'ROAD LEADING WEST FROM THE EAST TANGENT OF THE HIGHWAY, 21 FEET
 ML0470'EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH FROM THE NORTH
 ML0470'TANGENT OF THE HIGHWAY, 8 FEET NORTH OF THE NORTH SIDE OF A LONE
 ML0470'COTTONWOOD TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE
 ML0470'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0470'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.2
 ML0470'MILES NORTH OF BENCH MARK R 284.
 ML0470
 ML0470                          STATION RECOVERY (2020)
 ML0470
 ML0470'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML0470'MARK APPEARS TO HAVE BEEN DESTROYED WHEN HIGHWAY WAS RELOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0439 ***********************************************************************
 ML0439  DESIGNATION -  D 283
 ML0439  PID         -  ML0439
 ML0439  STATE/COUNTY-  NE/HOWARD
 ML0439  COUNTRY     -  US
 ML0439  USGS QUAD   -  NYSTED (2017)
 ML0439
 ML0439                         *CURRENT SURVEY CONTROL
 ML0439  ______________________________________________________________________
 ML0439* NAD 83(1986) POSITION- 41 11 38.     (N) 098 36 50.     (W)   SCALED
 ML0439* NAVD 88 ORTHO HEIGHT -   588.238 (meters)     1929.91  (feet) ADJUSTED
 ML0439  ______________________________________________________________________
 ML0439  GEOID HEIGHT    -        -24.455 (meters)                     GEOID18
 ML0439  DYNAMIC HEIGHT  -        587.940 (meters)     1928.93  (feet) COMP
 ML0439  MODELED GRAVITY -    980,099.5   (mgal)                       NAVD 88
 ML0439
 ML0439  VERT ORDER      -  SECOND    CLASS 0
 ML0439
 ML0439.The horizontal coordinates were scaled from a map and have
 ML0439.an estimated accuracy of +/- 6 seconds.
 ML0439
 ML0439.The orthometric height was determined by differential leveling and
 ML0439.adjusted by the NATIONAL GEODETIC SURVEY
 ML0439.in June 1991.
 ML0439
 ML0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0439.GEOID18 height accuracy estimate available here.
 ML0439
 ML0439.Click photographs - Photos may exist for this station.
 ML0439
 ML0439.The dynamic height is computed by dividing the NAVD 88
 ML0439.geopotential number by the normal gravity value computed on the
 ML0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0439.degrees latitude (g = 980.6199 gals.).
 ML0439
 ML0439.The modeled gravity was interpolated from observed gravity values.
 ML0439
 ML0439;                    North         East    Units  Estimated Accuracy
 ML0439;SPC NE       -   151,990.      616,240.      MT  (+/- 180 meters Scaled)
 ML0439
 ML0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323603(NAD 83)
 ML0439
 ML0439                          SUPERSEDED SURVEY CONTROL
 ML0439
 ML0439  NGVD 29 (??/??/92)  587.989  (m)         1929.09   (f) ADJ UNCH    2 0
 ML0439
 ML0439.Superseded values are not recommended for survey control.
 ML0439
 ML0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0439.See file dsdata.pdf to determine how the superseded data were derived.
 ML0439
 ML0439_MARKER: DB = BENCH MARK DISK
 ML0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0439_STAMPING: D 283 1949
 ML0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0439+STABILITY: SURFACE MOTION
 ML0439
 ML0439  HISTORY     - Date     Condition        Report By
 ML0439  HISTORY     - 1949     MONUMENTED       CGS
 ML0439
 ML0439                          STATION DESCRIPTION
 ML0439
 ML0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0439'2.5 MI SE FROM FARWELL.
 ML0439'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0439'FROM THE STATION AT FARWELL, THENCE 1.8 MILES SOUTH ALONG A
 ML0439'COUNTY ROAD, 0.2 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 ML0439'7, T. 14 N., R. 11 W., AT A T-JUNCTION, IN THE NORTHEAST CORNER
 ML0439'OF A PASTURE FIELD, 23 FEET WEST OF THE CENTER LINE OF THE
 ML0439'NORTH-SOUTH ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 ML0439'ROAD LEADING WEST TO THE CHARLES GIEGER FARMHOUSE, 4 FEET SOUTH
 ML0439'OF A CORNER FENCE POST, 1.1 FEET WEST OF A FENCE, 2.3 FEET
 ML0439'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0439'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0439'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES NORTH OF
 ML0439'BENCH MARK E 283.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0178 ***********************************************************************
 LH0178  DESIGNATION -  D 284
 LH0178  PID         -  LH0178
 LH0178  STATE/COUNTY-  NE/HALL
 LH0178  COUNTRY     -  US
 LH0178  USGS QUAD   -  ABBOTT (2017)
 LH0178
 LH0178                         *CURRENT SURVEY CONTROL
 LH0178  ______________________________________________________________________
 LH0178* NAD 83(1986) POSITION- 40 57 40.     (N) 098 25 00.     (W)   SCALED
 LH0178* NAVD 88 ORTHO HEIGHT -   572.167 (meters)     1877.18  (feet) ADJUSTED
 LH0178  ______________________________________________________________________
 LH0178  GEOID HEIGHT    -        -24.906 (meters)                     GEOID18
 LH0178  DYNAMIC HEIGHT  -        571.867 (meters)     1876.20  (feet) COMP
 LH0178  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LH0178
 LH0178  VERT ORDER      -  SECOND    CLASS 0
 LH0178
 LH0178.The horizontal coordinates were scaled from a map and have
 LH0178.an estimated accuracy of +/- 6 seconds.
 LH0178
 LH0178.The orthometric height was determined by differential leveling and
 LH0178.adjusted by the NATIONAL GEODETIC SURVEY
 LH0178.in June 1991.
 LH0178
 LH0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0178.GEOID18 height accuracy estimate available here.
 LH0178
 LH0178.Click photographs - Photos may exist for this station.
 LH0178
 LH0178.The dynamic height is computed by dividing the NAVD 88
 LH0178.geopotential number by the normal gravity value computed on the
 LH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0178.degrees latitude (g = 980.6199 gals.).
 LH0178
 LH0178.The modeled gravity was interpolated from observed gravity values.
 LH0178
 LH0178;                    North         East    Units  Estimated Accuracy
 LH0178;SPC NE       -   126,430.      633,250.      MT  (+/- 180 meters Scaled)
 LH0178
 LH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL490346(NAD 83)
 LH0178
 LH0178                          SUPERSEDED SURVEY CONTROL
 LH0178
 LH0178  NGVD 29 (??/??/92)  571.925  (m)         1876.39   (f) ADJ UNCH    2 0
 LH0178
 LH0178.Superseded values are not recommended for survey control.
 LH0178
 LH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0178.See file dsdata.pdf to determine how the superseded data were derived.
 LH0178
 LH0178_MARKER: DB = BENCH MARK DISK
 LH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0178_STAMPING: D 284 1949
 LH0178_MARK LOGO: CGS
 LH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0178+STABILITY: SURFACE MOTION
 LH0178
 LH0178  HISTORY     - Date     Condition        Report By
 LH0178  HISTORY     - 1949     MONUMENTED       CGS
 LH0178
 LH0178                          STATION DESCRIPTION
 LH0178
 LH0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0178'2.1 MI E FROM OVINA.
 LH0178'0.1 MILE SOUTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0178'AT OVINA, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY NO. 2, AT A
 LH0178'RAILROAD CROSSING, AT THE SOUTHWEST CORNER OF SECTION 35,
 LH0178'T. 12 N., R. 10 W., 140 FEET NORTH OF THE CENTER LINE OF THE
 LH0178'HIGHWAY, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 29 FEET
 LH0178'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9 FEET SOUTHEAST
 LH0178'OF A POWER LINE POLE, 2 FEET NORTHEAST OF A CORNER FENCE POST,
 LH0178'1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0178'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0178'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 LH0178'WEST OF BENCH MARK E 284.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0935 ***********************************************************************
 LH0935  DESIGNATION -  D 285 RESET
 LH0935  PID         -  LH0935
 LH0935  STATE/COUNTY-  NE/HALL
 LH0935  COUNTRY     -  US
 LH0935  USGS QUAD   -  GRAND ISLAND (2017)
 LH0935
 LH0935                         *CURRENT SURVEY CONTROL
 LH0935  ______________________________________________________________________
 LH0935* NAD 83(1986) POSITION- 40 53 34.     (N) 098 20 21.     (W)   SCALED
 LH0935* NAVD 88 ORTHO HEIGHT -   564.41  (+/-2cm)     1851.7   (feet) VERTCON
 LH0935  ______________________________________________________________________
 LH0935  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 LH0935  VERT ORDER      -  THIRD (See Below)
 LH0935
 LH0935.The horizontal coordinates were scaled from a map and have
 LH0935.an estimated accuracy of +/- 6 seconds.
 LH0935
 LH0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0935
 LH0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0935.GEOID18 height accuracy estimate available here.
 LH0935
 LH0935.The vertical order pertains to the NGVD 29 superseded value.
 LH0935
 LH0935.Click photographs - Photos may exist for this station.
 LH0935
 LH0935;                    North         East    Units  Estimated Accuracy
 LH0935;SPC NE       -   118,970.      639,910.      MT  (+/- 180 meters Scaled)
 LH0935
 LH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL556270(NAD 83)
 LH0935
 LH0935                          SUPERSEDED SURVEY CONTROL
 LH0935
 LH0935  NGVD 29 (01/31/13)  564.17   (m)         1850.9    (f) RESET       3  
 LH0935
 LH0935.Superseded values are not recommended for survey control.
 LH0935
 LH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0935.See file dsdata.pdf to determine how the superseded data were derived.
 LH0935
 LH0935_MARKER: DV = VERTICAL CONTROL DISK
 LH0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0935_STAMPING: D 285 RESET 1978
 LH0935_MARK LOGO: NGS
 LH0935_PROJECTION: FLUSH
 LH0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0935+STABILITY: SURFACE MOTION
 LH0935
 LH0935  HISTORY     - Date     Condition        Report By
 LH0935  HISTORY     - 1978     MONUMENTED       NGS
 LH0935
 LH0935                          STATION DESCRIPTION
 LH0935
 LH0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LH0935'IN GRAND ISLAND.
 LH0935'AT 3003 SOUTH LOCUST STREET IN GRAND ISLAND, 123 FEET NORTHWEST OF
 LH0935'THE NORTHWEST CORNER OF THE BRICK PORTION OF A BUILDING AT 3003
 LH0935'SOUTH LOCUST STREET, 104 FEET EAST OF THE CENTERLINE OF SOUTH LOCUST
 LH0935'STREET, 21 FEET EAST OF THE BASE OF A GUY WIRE FOR A TELEPHONE LINE
 LH0935'POLE AND 2.5 FEET WEST-NORTHWEST OF A TELEPHONE LINE POLE WITH A
 LH0935'GUY WIRE.
 LH0935'THE MARK IS ABOVE LEVEL WITH LOCUST STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0104 ***********************************************************************
 LH0104  DESIGNATION -  D 286
 LH0104  PID         -  LH0104
 LH0104  STATE/COUNTY-  NE/HALL
 LH0104  COUNTRY     -  US
 LH0104  USGS QUAD   -  ALDA (2017)
 LH0104
 LH0104                         *CURRENT SURVEY CONTROL
 LH0104  ______________________________________________________________________
 LH0104* NAD 83(1986) POSITION- 40 46 14.     (N) 098 26 25.     (W)   SCALED
 LH0104* NAVD 88 ORTHO HEIGHT -   582.524 (meters)     1911.16  (feet) ADJUSTED
 LH0104  ______________________________________________________________________
 LH0104  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 LH0104  DYNAMIC HEIGHT  -        582.209 (meters)     1910.13  (feet) COMP
 LH0104  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 LH0104
 LH0104  VERT ORDER      -  SECOND    CLASS 0
 LH0104
 LH0104.The horizontal coordinates were scaled from a map and have
 LH0104.an estimated accuracy of +/- 6 seconds.
 LH0104
 LH0104.The orthometric height was determined by differential leveling and
 LH0104.adjusted by the NATIONAL GEODETIC SURVEY
 LH0104.in June 1991.
 LH0104
 LH0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0104.GEOID18 height accuracy estimate available here.
 LH0104
 LH0104.Click photographs - Photos may exist for this station.
 LH0104
 LH0104.The dynamic height is computed by dividing the NAVD 88
 LH0104.geopotential number by the normal gravity value computed on the
 LH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0104.degrees latitude (g = 980.6199 gals.).
 LH0104
 LH0104.The modeled gravity was interpolated from observed gravity values.
 LH0104
 LH0104;                    North         East    Units  Estimated Accuracy
 LH0104;SPC NE       -   105,250.      631,640.      MT  (+/- 180 meters Scaled)
 LH0104
 LH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472134(NAD 83)
 LH0104
 LH0104                          SUPERSEDED SURVEY CONTROL
 LH0104
 LH0104  NGVD 29 (??/??/92)  582.281  (m)         1910.37   (f) ADJ UNCH    2 0
 LH0104
 LH0104.Superseded values are not recommended for survey control.
 LH0104
 LH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0104.See file dsdata.pdf to determine how the superseded data were derived.
 LH0104
 LH0104_MARKER: DB = BENCH MARK DISK
 LH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0104_STAMPING: D 286 1949
 LH0104_MARK LOGO: CGS
 LH0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0104+STABILITY: SURFACE MOTION
 LH0104
 LH0104  HISTORY     - Date     Condition        Report By
 LH0104  HISTORY     - 1949     MONUMENTED       CGS
 LH0104  HISTORY     - 19981005 GOOD             NEDR
 LH0104
 LH0104                          STATION DESCRIPTION
 LH0104
 LH0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0104'3.8 MI W FROM DONIPHAN.
 LH0104'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0104'RAILROAD STATION AT DONIPHAN, THENCE 3.4 MILES WEST ALONG A
 LH0104'GRAVELED ROAD, AT THE FARM HOME OF RICHARD F. BLOCK, 225 FEET
 LH0104'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 52.0 FEET NORTHEAST
 LH0104'OF THE NORTHEAST CORNER OF THE HOUSE, 22 FEET WEST OF THE CENTER
 LH0104'LINE OF A PRIVATE DRIVEWAY, 17.0 FEET NORTHEAST OF A 48-INCH
 LH0104'COTTONWOOD TREE, 3.0 FEET WEST OF A FENCE CORNER POST, 1.0 FOOT
 LH0104'NORTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0104'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0104
 LH0104                          STATION RECOVERY (1998)
 LH0104
 LH0104'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH0104'RECOVERED IN GOOD CONDITION BUT WAS RELOCATED AT THE PROPERTY OWNERS
 LH0104'REQUEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1127 ***********************************************************************
 AI1127  DESIGNATION -  D 286 RESET
 AI1127  PID         -  AI1127
 AI1127  STATE/COUNTY-  NE/HALL
 AI1127  COUNTRY     -  US
 AI1127  USGS QUAD   -  ALDA (2017)
 AI1127
 AI1127                         *CURRENT SURVEY CONTROL
 AI1127  ______________________________________________________________________
 AI1127* NAD 83(1986) POSITION- 40 46 14.     (N) 098 26 25.     (W)   SCALED
 AI1127* NAVD 88 ORTHO HEIGHT -   581.24  (meters)     1907.0   (feet) RESET
 AI1127  ______________________________________________________________________
 AI1127  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 AI1127  VERT ORDER      -  THIRD
 AI1127
 AI1127.The horizontal coordinates were scaled from a map and have
 AI1127.an estimated accuracy of +/- 6 seconds.
 AI1127
 AI1127.The orthometric height was computed from unverified reset data.
 AI1127
 AI1127.No vertical observational check was made to the station.
 AI1127
 AI1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1127.GEOID18 height accuracy estimate available here.
 AI1127
 AI1127.Click photographs - Photos may exist for this station.
 AI1127
 AI1127;                    North         East    Units  Estimated Accuracy
 AI1127;SPC NE       -   105,250.      631,640.      MT  (+/- 180 meters Scaled)
 AI1127
 AI1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472134(NAD 83)
 AI1127
 AI1127                          SUPERSEDED SURVEY CONTROL
 AI1127
 AI1127.No superseded survey control is available for this station.
 AI1127
 AI1127_MARKER: DV = VERTICAL CONTROL DISK
 AI1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1127_STAMPING: D 286 RESET 1998
 AI1127_MARK LOGO: NGS
 AI1127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1127+STABILITY: SURFACE MOTION
 AI1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1127+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1127
 AI1127  HISTORY     - Date     Condition        Report By
 AI1127  HISTORY     - 1998     MONUMENTED       NEDR
 AI1127
 AI1127                          STATION DESCRIPTION
 AI1127
 AI1127'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 AI1127'TO REACH THE MARK FROM THE JUNCTION OF PLATTE RIVER ROAD WITH U.S.
 AI1127'HIGHWAY 281, AT THE SOUTHWEST EDGE OF DONIPHAN, GO WEST ON PLATTE
 AI1127'RIVER ROAD FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF MONITOR ROAD AND
 AI1127'THE MARK IN THE NORTHWEST ANGLE, ON RIGHT-OF-WAY AND IN THE SE1/4,
 AI1127'SEC4, T9N, R10W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI1127'POST THAT IS FLUSH WITH THE GROUND SURFACE AND IS 11.4 M (37.4 FT)
 AI1127'WEST OF THE CENTERLINE OF MONITOR ROAD, 10.1 M (33.1 FT) NORTH OF THE
 AI1127'CENTERLINE OF PLATTE RIVER ROAD, 2.48 M (8.14 FT) WEST-NORTHWEST OF A
 AI1127'TELEPHONE CABLE PEDESTAL, 1.37 M (4.49 FT) WEST-NORTHWEST OF A NAIL ON
 AI1127'THE SOUTHWEST SIDE OF A UTILITY POLE AND 0.52 M (1.71 FT) SOUTH OF A
 AI1127'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0486 ***********************************************************************
 LH0486  DESIGNATION -  D 287
 LH0486  PID         -  LH0486
 LH0486  STATE/COUNTY-  NE/BUFFALO
 LH0486  COUNTRY     -  US
 LH0486  USGS QUAD   -  DENMAN (2017)
 LH0486
 LH0486                         *CURRENT SURVEY CONTROL
 LH0486  ______________________________________________________________________
 LH0486* NAD 83(1986) POSITION- 40 43 38.     (N) 098 44 31.     (W)   SCALED
 LH0486* NAVD 88 ORTHO HEIGHT -   614.968 (meters)     2017.61  (feet) ADJUSTED
 LH0486  ______________________________________________________________________
 LH0486  GEOID HEIGHT    -        -24.769 (meters)                     GEOID18
 LH0486  DYNAMIC HEIGHT  -        614.627 (meters)     2016.49  (feet) COMP
 LH0486  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 LH0486
 LH0486  VERT ORDER      -  SECOND    CLASS 0
 LH0486
 LH0486.The horizontal coordinates were scaled from a map and have
 LH0486.an estimated accuracy of +/- 6 seconds.
 LH0486
 LH0486.The orthometric height was determined by differential leveling and
 LH0486.adjusted by the NATIONAL GEODETIC SURVEY
 LH0486.in June 1991.
 LH0486
 LH0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0486.GEOID18 height accuracy estimate available here.
 LH0486
 LH0486.Click photographs - Photos may exist for this station.
 LH0486
 LH0486.The dynamic height is computed by dividing the NAVD 88
 LH0486.geopotential number by the normal gravity value computed on the
 LH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0486.degrees latitude (g = 980.6199 gals.).
 LH0486
 LH0486.The modeled gravity was interpolated from observed gravity values.
 LH0486
 LH0486;                    North         East    Units  Estimated Accuracy
 LH0486;SPC NE       -   100,020.      606,250.      MT  (+/- 180 meters Scaled)
 LH0486
 LH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL217085(NAD 83)
 LH0486
 LH0486                          SUPERSEDED SURVEY CONTROL
 LH0486
 LH0486  NGVD 29 (??/??/92)  614.714  (m)         2016.77   (f) ADJ UNCH    2 0
 LH0486
 LH0486.Superseded values are not recommended for survey control.
 LH0486
 LH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0486.See file dsdata.pdf to determine how the superseded data were derived.
 LH0486
 LH0486_MARKER: DB = BENCH MARK DISK
 LH0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0486_STAMPING: D 287 1949
 LH0486_MARK LOGO: CGS
 LH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0486+STABILITY: SURFACE MOTION
 LH0486
 LH0486  HISTORY     - Date     Condition        Report By
 LH0486  HISTORY     - 1949     MONUMENTED       CGS
 LH0486  HISTORY     - 1959     GOOD             CGS
 LH0486  HISTORY     - 20150406 MARK NOT FOUND   INDIV
 LH0486
 LH0486                          STATION DESCRIPTION
 LH0486
 LH0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LH0486'3.8 MI S FROM SHELTON.
 LH0486'0.35 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0486'STATION AT SHELTON, THENCE 3.5 MILES SOUTH ALONG A SURFACED
 LH0486'ROAD, AT THE FARM HOME OF GERALD STEARLEY, 169 FEET WEST OF THE
 LH0486'CENTER LINE OF THE NORTH-SOUTH ROAD, 71.0 FEET SOUTH OF THE
 LH0486'SOUTHWEST CORNER OF THE HOUSE, 11 FEET SOUTH OF THE CENTER
 LH0486'LINE OF THE PRIVATE DRIVEWAY, 1.3 FEET NORTH OF A FENCE, AND SET
 LH0486'IN THE TOP OF A 6 FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 LH0486'THE GROUND.
 LH0486
 LH0486                          STATION RECOVERY (2015)
 LH0486
 LH0486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PS)
 LH0486'THE MARK WAS SEARCHED FOR BUT NOT FOUND. THE AREA DESCRIBED IS NO
 LH0486'LONGER THE AREA DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0381 ***********************************************************************
 LH0381  DESIGNATION -  D 288
 LH0381  PID         -  LH0381
 LH0381  STATE/COUNTY-  NE/KEARNEY
 LH0381  COUNTRY     -  US
 LH0381  USGS QUAD   -  HOLSTEIN (2017)
 LH0381
 LH0381                         *CURRENT SURVEY CONTROL
 LH0381  ______________________________________________________________________
 LH0381* NAD 83(1986) POSITION- 40 28 51.39   (N) 098 43 26.80   (W)   HD_HELD1
 LH0381* NAVD 88 ORTHO HEIGHT -   620.665 (meters)     2036.30  (feet) ADJUSTED
 LH0381  ______________________________________________________________________
 LH0381  GEOID HEIGHT    -        -25.233 (meters)                     GEOID18
 LH0381  DYNAMIC HEIGHT  -        620.302 (meters)     2035.11  (feet) COMP
 LH0381  MODELED GRAVITY -    980,020.8   (mgal)                       NAVD 88
 LH0381
 LH0381  VERT ORDER      -  SECOND    CLASS 0
 LH0381
 LH0381.The horizontal coordinates were determined by differentially corrected
 LH0381.hand held GPS observations or other comparable positioning techniques
 LH0381.and have an estimated accuracy of +/- 3 meters.
 LH0381
 LH0381.The orthometric height was determined by differential leveling and
 LH0381.adjusted by the NATIONAL GEODETIC SURVEY
 LH0381.in June 1991.
 LH0381
 LH0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0381.GEOID18 height accuracy estimate available here.
 LH0381
 LH0381.Click photographs - Photos may exist for this station.
 LH0381
 LH0381.The dynamic height is computed by dividing the NAVD 88
 LH0381.geopotential number by the normal gravity value computed on the
 LH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0381.degrees latitude (g = 980.6199 gals.).
 LH0381
 LH0381.The modeled gravity was interpolated from observed gravity values.
 LH0381
 LH0381;                    North         East    Units  Estimated Accuracy
 LH0381;SPC NE       -    72,702.5     608,161.1     MT  (+/- 3 meters HH1 GPS) 
 LH0381
 LH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2338381175(NAD 83)
 LH0381
 LH0381                          SUPERSEDED SURVEY CONTROL
 LH0381
 LH0381  NGVD 29 (??/??/92)  620.416  (m)         2035.48   (f) ADJ UNCH    2 0
 LH0381
 LH0381.Superseded values are not recommended for survey control.
 LH0381
 LH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0381.See file dsdata.pdf to determine how the superseded data were derived.
 LH0381
 LH0381_MARKER: DB = BENCH MARK DISK
 LH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0381_STAMPING: D 288 1949
 LH0381_MARK LOGO: CGS
 LH0381_PROJECTION: PROJECTING 13 CENTIMETERS
 LH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0381+STABILITY: SURFACE MOTION
 LH0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0381+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 LH0381
 LH0381  HISTORY     - Date     Condition        Report By
 LH0381  HISTORY     - 1949     MONUMENTED       CGS
 LH0381  HISTORY     - 20200610 GOOD             NEGS
 LH0381
 LH0381                          STATION DESCRIPTION
 LH0381
 LH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0381'3.9 MI NE FROM NORMAN.
 LH0381'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0381'SCHOOL AT NORMAN, THENCE 3.65 MILES EAST ALONG STATE HIGHWAY 74,
 LH0381'79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.0 FEET
 LH0381'NORTH OF A FENCE CORNER POST, 1.0 FOOT EAST OF A FENCE, 1.7
 LH0381'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0381'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0381'MARK IS 0.65 MILE NORTH OF BENCH MARK C 288 1949 AND THERE
 LH0381'IS NO ROAD BETWEEN THE MARKS.
 LH0381
 LH0381                          STATION RECOVERY (2020)
 LH0381
 LH0381'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0381'IN NORMAN, NE. AT THE INTERSECTION OF NE. HIGHWAY 74 AND MAIN AVENUE,
 LH0381'DRIVE EAST ON HIGHWAY 74 FOR 3.5 MI (5.6 KM) TO MILE POST 74.85 AND A
 LH0381'FIELD DRIVE ON THE LEFT (NORTH).  THE MONUMENT IS LOCATED ON A SLOPING
 LH0381'BANK, WEST OF THE FIELD DRIVE.
 LH0381'
 LH0381'THE MONUMENT IS 3.7 FT (1.1 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 LH0381'POST, 10 FT (3.0 M) WEST OF THE CENTERLINE OF THE FIELD DRIVE (NORTH),
 LH0381'18 FT (5.5 M) WEST OF AN ORANGE CONCRETE R/W MARKER AND APPROXIMATELY
 LH0381'75 FT (22.9 M) NORTH OF THE CENTERLINE OF NE. HIGHWAY 74.  MAGNETIC
 LH0381'MATERIAL IS RECORDED BUT NOT DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0938 ***********************************************************************
 LH0938  DESIGNATION -  D 289 RESET
 LH0938  PID         -  LH0938
 LH0938  STATE/COUNTY-  NE/BUFFALO
 LH0938  COUNTRY     -  US
 LH0938  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0938
 LH0938                         *CURRENT SURVEY CONTROL
 LH0938  ______________________________________________________________________
 LH0938* NAD 83(1986) POSITION- 40 40 30.75   (N) 098 50 52.54   (W)   HD_HELD1
 LH0938* NAVD 88 ORTHO HEIGHT -   629.30  (meters)     2064.6   (feet) RESET
 LH0938  ______________________________________________________________________
 LH0938  GEOID HEIGHT    -        -24.724 (meters)                     GEOID18
 LH0938  VERT ORDER      -  THIRD
 LH0938
 LH0938.The horizontal coordinates were determined by differentially corrected
 LH0938.hand held GPS observations or other comparable positioning techniques
 LH0938.and have an estimated accuracy of +/- 3 meters.
 LH0938
 LH0938.The orthometric height was computed from unverified reset data.
 LH0938
 LH0938.No vertical observational check was made to the station.
 LH0938
 LH0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0938.GEOID18 height accuracy estimate available here.
 LH0938
 LH0938.Click photographs - Photos may exist for this station.
 LH0938
 LH0938;                    North         East    Units  Estimated Accuracy
 LH0938;SPC NE       -    94,121.2     597,378.1     MT  (+/- 3 meters HH1 GPS) 
 LH0938
 LH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1285202714(NAD 83)
 LH0938
 LH0938                          SUPERSEDED SURVEY CONTROL
 LH0938
 LH0938  NGVD 29 (01/31/13)  629.04   (m)         2063.8    (f) RESET       3  
 LH0938
 LH0938.Superseded values are not recommended for survey control.
 LH0938
 LH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0938.See file dsdata.pdf to determine how the superseded data were derived.
 LH0938
 LH0938_MARKER: DV = VERTICAL CONTROL DISK
 LH0938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0938_SP_SET: ABUTMENT
 LH0938_STAMPING: D 289 RESET 1979
 LH0938_MARK LOGO: NGS
 LH0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0938+STABILITY: SURFACE MOTION
 LH0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0938+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0938
 LH0938  HISTORY     - Date     Condition        Report By
 LH0938  HISTORY     - 1979     MONUMENTED       NEDR
 LH0938  HISTORY     - 20060512 GOOD             NEDR
 LH0938
 LH0938                          STATION DESCRIPTION
 LH0938
 LH0938'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1979
 LH0938'4.9 MI SOUTH FROM GIBBON.
 LH0938'4.9 MILES SOUTH ALONG A ASPHALT ROAD FROM THE HIGH SCHOOL IN GIBBON,
 LH0938'IN THE WEST WING WALL OF THE SOUTH ABUTMENT, OF SOUTH BRIDGE OVER
 LH0938'THE MIDDLE CHANNEL OF THE PLATTE RIVER, APPROXIMATELY 17 FEET WEST
 LH0938'OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF THE SOUTH END
 LH0938'OF THE WEST CONCRETE HANDRAIL.
 LH0938'THE MARK IS ABOVE LEVEL WITH ROAD.
 LH0938
 LH0938                          STATION RECOVERY (2006)
 LH0938
 LH0938'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0732 ***********************************************************************
 ML0732  DESIGNATION -  D 290
 ML0732  PID         -  ML0732
 ML0732  STATE/COUNTY-  NE/BUFFALO
 ML0732  COUNTRY     -  US
 ML0732  USGS QUAD   -  HAZARD (2017)
 ML0732
 ML0732                         *CURRENT SURVEY CONTROL
 ML0732  ______________________________________________________________________
 ML0732* NAD 83(1986) POSITION- 41 02 49.     (N) 099 03 23.     (W)   SCALED
 ML0732* NAVD 88 ORTHO HEIGHT -   650.093 (meters)     2132.85  (feet) ADJUSTED
 ML0732  ______________________________________________________________________
 ML0732  GEOID HEIGHT    -        -23.998 (meters)                     GEOID18
 ML0732  DYNAMIC HEIGHT  -        649.748 (meters)     2131.71  (feet) COMP
 ML0732  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 ML0732
 ML0732  VERT ORDER      -  SECOND    CLASS 0
 ML0732
 ML0732.The horizontal coordinates were scaled from a map and have
 ML0732.an estimated accuracy of +/- 6 seconds.
 ML0732
 ML0732.The orthometric height was determined by differential leveling and
 ML0732.adjusted by the NATIONAL GEODETIC SURVEY
 ML0732.in June 1991.
 ML0732
 ML0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0732.GEOID18 height accuracy estimate available here.
 ML0732
 ML0732.Click photographs - Photos may exist for this station.
 ML0732
 ML0732.The dynamic height is computed by dividing the NAVD 88
 ML0732.geopotential number by the normal gravity value computed on the
 ML0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0732.degrees latitude (g = 980.6199 gals.).
 ML0732
 ML0732.The modeled gravity was interpolated from observed gravity values.
 ML0732
 ML0732;                    North         East    Units  Estimated Accuracy
 ML0732;SPC NE       -   135,180.      579,310.      MT  (+/- 180 meters Scaled)
 ML0732
 ML0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML952439(NAD 83)
 ML0732
 ML0732                          SUPERSEDED SURVEY CONTROL
 ML0732
 ML0732  NGVD 29 (??/??/92)  649.847  (m)         2132.04   (f) ADJ UNCH    2 0
 ML0732
 ML0732.Superseded values are not recommended for survey control.
 ML0732
 ML0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0732.See file dsdata.pdf to determine how the superseded data were derived.
 ML0732
 ML0732_MARKER: DB = BENCH MARK DISK
 ML0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0732_SP_SET: CULVERT HEADWALL
 ML0732_STAMPING: D 290 1949
 ML0732_MARK LOGO: CGS
 ML0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0732+STABILITY: SURFACE MOTION
 ML0732
 ML0732  HISTORY     - Date     Condition        Report By
 ML0732  HISTORY     - 1949     MONUMENTED       CGS
 ML0732  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0732
 ML0732                          STATION DESCRIPTION
 ML0732
 ML0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0732'2.3 MI SW FROM SWEETWATER.
 ML0732'0.2 MILE WEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT
 ML0732'SWEETWATER, THENCE 2.1 MILES SOUTHWEST ALONG STATE HIGHWAYS
 ML0732'10 AND 45, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0732'SET IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 ML0732
 ML0732                          STATION RECOVERY (1995)
 ML0732
 ML0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0732'SEARCHED FOR BUT DID NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0448 ***********************************************************************
 ML0448  DESIGNATION -  D 291
 ML0448  PID         -  ML0448
 ML0448  STATE/COUNTY-  NE/BUFFALO
 ML0448  COUNTRY     -  US
 ML0448  USGS QUAD   -  ROCKVILLE (2017)
 ML0448
 ML0448                         *CURRENT SURVEY CONTROL
 ML0448  ______________________________________________________________________
 ML0448* NAD 83(1986) POSITION- 41 00 11.     (N) 098 47 13.     (W)   SCALED
 ML0448* NAVD 88 ORTHO HEIGHT -   618.661 (meters)     2029.72  (feet) ADJUSTED
 ML0448  ______________________________________________________________________
 ML0448  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 ML0448  DYNAMIC HEIGHT  -        618.331 (meters)     2028.64  (feet) COMP
 ML0448  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 ML0448
 ML0448  VERT ORDER      -  SECOND    CLASS 0
 ML0448
 ML0448.The horizontal coordinates were scaled from a map and have
 ML0448.an estimated accuracy of +/- 6 seconds.
 ML0448
 ML0448.The orthometric height was determined by differential leveling and
 ML0448.adjusted by the NATIONAL GEODETIC SURVEY
 ML0448.in June 1991.
 ML0448
 ML0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0448.GEOID18 height accuracy estimate available here.
 ML0448
 ML0448.Click photographs - Photos may exist for this station.
 ML0448
 ML0448.The dynamic height is computed by dividing the NAVD 88
 ML0448.geopotential number by the normal gravity value computed on the
 ML0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0448.degrees latitude (g = 980.6199 gals.).
 ML0448
 ML0448.The modeled gravity was interpolated from observed gravity values.
 ML0448
 ML0448;                    North         East    Units  Estimated Accuracy
 ML0448;SPC NE       -   130,590.      602,020.      MT  (+/- 180 meters Scaled)
 ML0448
 ML0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179391(NAD 83)
 ML0448
 ML0448                          SUPERSEDED SURVEY CONTROL
 ML0448
 ML0448  NGVD 29 (??/??/92)  618.413  (m)         2028.91   (f) ADJ UNCH    2 0
 ML0448
 ML0448.Superseded values are not recommended for survey control.
 ML0448
 ML0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0448.See file dsdata.pdf to determine how the superseded data were derived.
 ML0448
 ML0448_MARKER: DB = BENCH MARK DISK
 ML0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0448_STAMPING: D 291 1949
 ML0448_MARK LOGO: CGS
 ML0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0448+STABILITY: SURFACE MOTION
 ML0448
 ML0448  HISTORY     - Date     Condition        Report By
 ML0448  HISTORY     - 1949     MONUMENTED       CGS
 ML0448  HISTORY     - 19920915 GOOD             NEDR
 ML0448
 ML0448                          STATION DESCRIPTION
 ML0448
 ML0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0448'3.4 MI SW FROM ST MICHAEL.
 ML0448'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0448'ST. MICHAEL, THENCE 1.95 MILES WEST ALONG STATE HIGHWAY NO. 2,
 ML0448'0.45 MILE WEST OF THE NORTHEAST CORNER OF SECTION 21, T. 12 N.,
 ML0448'R. 13 W., 105 FEET EAST OF THE CENTER LINE OF THE SOUTH END OF A
 ML0448'CONCRETE CULVERT, 111 FEET WEST OF TELEPHONE POLE NO. 1049, 40
 ML0448'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF
 ML0448'TELEPHONE POLE NO. 1050, 1.2 FEET SOUTH OF A FENCE, 2.3 FEET
 ML0448'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0448'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0448'GROUND.
 ML0448
 ML0448                          STATION RECOVERY (1992)
 ML0448
 ML0448'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0448'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0448'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1207 ***********************************************************************
 ML1207  DESIGNATION -  D 291 RESET
 ML1207  PID         -  ML1207
 ML1207  STATE/COUNTY-  NE/BUFFALO
 ML1207  COUNTRY     -  US
 ML1207  USGS QUAD   -  ROCKVILLE (2017)
 ML1207
 ML1207                         *CURRENT SURVEY CONTROL
 ML1207  ______________________________________________________________________
 ML1207* NAD 83(1986) POSITION- 41 00 11.55   (N) 098 47 13.86   (W)   HD_HELD1
 ML1207* NAVD 88 ORTHO HEIGHT -   618.57  (meters)     2029.4   (feet) RESET
 ML1207  ______________________________________________________________________
 ML1207  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 ML1207  VERT ORDER      -  THIRD
 ML1207
 ML1207.The horizontal coordinates were determined by differentially corrected
 ML1207.hand held GPS observations or other comparable positioning techniques
 ML1207.and have an estimated accuracy of +/- 3 meters.
 ML1207
 ML1207.The orthometric height was computed from unverified reset data.
 ML1207
 ML1207.No vertical observational check was made to the station.
 ML1207
 ML1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1207.GEOID18 height accuracy estimate available here.
 ML1207
 ML1207.Click photographs - Photos may exist for this station.
 ML1207
 ML1207;                    North         East    Units  Estimated Accuracy
 ML1207;SPC NE       -   130,602.5     602,001.3     MT  (+/- 3 meters HH1 GPS) 
 ML1207
 ML1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1789739135(NAD 83)
 ML1207
 ML1207                          SUPERSEDED SURVEY CONTROL
 ML1207
 ML1207  NGVD 29 (01/31/13)  618.32   (m)         2028.6    (f) RESET       3  
 ML1207
 ML1207.Superseded values are not recommended for survey control.
 ML1207
 ML1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1207.See file dsdata.pdf to determine how the superseded data were derived.
 ML1207
 ML1207_MARKER: DV = VERTICAL CONTROL DISK
 ML1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1207_STAMPING: D 291 RESET 1992
 ML1207_MARK LOGO: NGS
 ML1207_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1207+STABILITY: SURFACE MOTION
 ML1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1207+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1207
 ML1207  HISTORY     - Date     Condition        Report By
 ML1207  HISTORY     - 1992     MONUMENTED       NEDR
 ML1207
 ML1207                          STATION DESCRIPTION
 ML1207
 ML1207'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1207'ABOUT 11.27 KM (7.00 MI) EAST FROM RAVENNA, 5.79 KM (3.60 MI) WEST
 ML1207'FROM THE HALL BUFFALO COUNTY LINE, ON THE SOUTH RIGHT-OF-WAY OF STATE
 ML1207'HIGHWAY 2 AND NEAR THE NORTHWEST CORNER OF THE NE1/4, SEC21, T12N,
 ML1207'R13W AND AT HIGHWAY MILE MARKER 334.35, FROM THE JUNCTION OF STATE
 ML1207'HIGHWAYS 2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND
 ML1207'EAST ON HIGHWAY 2 FOR 11.27 KM (7.00 MI) TO THE MARK ON THE RIGHT,
 ML1207'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.5
 ML1207'FT (0.2 M) ABOVE THE GROUND SURFACE.  IT IS 22.86 M (75.00 FT) SOUTH
 ML1207'FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) NORTH FROM A
 ML1207'WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0414 ***********************************************************************
 LH0414  DESIGNATION -  D 292
 LH0414  PID         -  LH0414
 LH0414  STATE/COUNTY-  NE/BUFFALO
 LH0414  COUNTRY     -  US
 LH0414  USGS QUAD   -  CAMERON (2017)
 LH0414
 LH0414                         *CURRENT SURVEY CONTROL
 LH0414  ______________________________________________________________________
 LH0414* NAD 83(1986) POSITION- 40 56 45.     (N) 098 44 25.     (W)   SCALED
 LH0414* NAVD 88 ORTHO HEIGHT -   644.224 (meters)     2113.59  (feet) ADJUSTED
 LH0414  ______________________________________________________________________
 LH0414  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 LH0414  DYNAMIC HEIGHT  -        643.877 (meters)     2112.45  (feet) COMP
 LH0414  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LH0414
 LH0414  VERT ORDER      -  FIRST     CLASS II
 LH0414
 LH0414.The horizontal coordinates were scaled from a map and have
 LH0414.an estimated accuracy of +/- 6 seconds.
 LH0414
 LH0414.The orthometric height was determined by differential leveling and
 LH0414.adjusted by the NATIONAL GEODETIC SURVEY
 LH0414.in June 1991.
 LH0414
 LH0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0414.GEOID18 height accuracy estimate available here.
 LH0414
 LH0414.Click photographs - Photos may exist for this station.
 LH0414
 LH0414.The dynamic height is computed by dividing the NAVD 88
 LH0414.geopotential number by the normal gravity value computed on the
 LH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0414.degrees latitude (g = 980.6199 gals.).
 LH0414
 LH0414.The modeled gravity was interpolated from observed gravity values.
 LH0414
 LH0414;                    North         East    Units  Estimated Accuracy
 LH0414;SPC NE       -   124,290.      606,040.      MT  (+/- 180 meters Scaled)
 LH0414
 LH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218327(NAD 83)
 LH0414
 LH0414                          SUPERSEDED SURVEY CONTROL
 LH0414
 LH0414  NGVD 29 (??/??/92)  643.971  (m)         2112.76   (f) ADJ UNCH    1 2
 LH0414
 LH0414.Superseded values are not recommended for survey control.
 LH0414
 LH0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0414.See file dsdata.pdf to determine how the superseded data were derived.
 LH0414
 LH0414_MARKER: DB = BENCH MARK DISK
 LH0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0414_STAMPING: D 292 1949
 LH0414_MARK LOGO: CGS
 LH0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0414+STABILITY: SURFACE MOTION
 LH0414
 LH0414  HISTORY     - Date     Condition        Report By
 LH0414  HISTORY     - 1949     MONUMENTED       CGS
 LH0414  HISTORY     - 1960     POOR             USGS
 LH0414
 LH0414                          STATION DESCRIPTION
 LH0414
 LH0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0414'6.6 MI S FROM ST MICHAEL.
 LH0414'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0414'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0414'THENCE 4.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHWEST
 LH0414'CORNER OF SECTION 1, T. 11 N., R. 13 W., IN THE NORTHEAST
 LH0414'QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.15 MILE SOUTHWEST
 LH0414'OF A GREEN ROOFED FARMHOUSE, 35 FEET NORTH OF THE CENTER LINE
 LH0414'OF THE EAST-WEST ROAD, 38 FEET EAST OF THE CENTER LINE OF THE
 LH0414'NORTH-SOUTH ROAD, 3.6 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET
 LH0414'EAST OF A CORNER FENCE POST, 0.8 FOOT NORTH OF A FENCE, 2.7
 LH0414'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0414'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0414'GROUND.  NOTE-- POST WAS FOUND LEANING AS IF BROKEN OFF BELOW
 LH0414'SURFACE.
 LH0414
 LH0414                          STATION RECOVERY (1960)
 LH0414
 LH0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0414'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0643 ***********************************************************************
 LH0643  DESIGNATION -  D 293
 LH0643  PID         -  LH0643
 LH0643  STATE/COUNTY-  NE/BUFFALO
 LH0643  COUNTRY     -  US
 LH0643  USGS QUAD   -  RIVERDALE (2017)
 LH0643
 LH0643                         *CURRENT SURVEY CONTROL
 LH0643  ______________________________________________________________________
 LH0643* NAD 83(1986) POSITION- 40 46 04.35   (N) 099 07 42.35   (W)   HD_HELD1
 LH0643* NAVD 88 ORTHO HEIGHT -   662.216 (meters)     2172.62  (feet) ADJUSTED
 LH0643  ______________________________________________________________________
 LH0643  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 LH0643  DYNAMIC HEIGHT  -        661.845 (meters)     2171.40  (feet) COMP
 LH0643  MODELED GRAVITY -    980,041.4   (mgal)                       NAVD 88
 LH0643
 LH0643  VERT ORDER      -  SECOND    CLASS 0
 LH0643
 LH0643.The horizontal coordinates were determined by differentially corrected
 LH0643.hand held GPS observations or other comparable positioning techniques
 LH0643.and have an estimated accuracy of +/- 3 meters.
 LH0643
 LH0643.The orthometric height was determined by differential leveling and
 LH0643.adjusted by the NATIONAL GEODETIC SURVEY
 LH0643.in June 1991.
 LH0643
 LH0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0643.GEOID18 height accuracy estimate available here.
 LH0643
 LH0643.Click photographs - Photos may exist for this station.
 LH0643
 LH0643.The dynamic height is computed by dividing the NAVD 88
 LH0643.geopotential number by the normal gravity value computed on the
 LH0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0643.degrees latitude (g = 980.6199 gals.).
 LH0643
 LH0643.The modeled gravity was interpolated from observed gravity values.
 LH0643
 LH0643;                    North         East    Units  Estimated Accuracy
 LH0643;SPC NE       -   104,131.1     573,566.0     MT  (+/- 3 meters HH1 GPS) 
 LH0643
 LH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8916012997(NAD 83)
 LH0643
 LH0643                          SUPERSEDED SURVEY CONTROL
 LH0643
 LH0643  NGVD 29 (??/??/92)  661.967  (m)         2171.80   (f) ADJ UNCH    2 0
 LH0643
 LH0643.Superseded values are not recommended for survey control.
 LH0643
 LH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0643.See file dsdata.pdf to determine how the superseded data were derived.
 LH0643
 LH0643_MARKER: DB = BENCH MARK DISK
 LH0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0643_STAMPING: D 293 1949
 LH0643_MARK LOGO: CGS
 LH0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0643+STABILITY: SURFACE MOTION
 LH0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0643+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0643
 LH0643  HISTORY     - Date     Condition        Report By
 LH0643  HISTORY     - 1949     MONUMENTED       CGS
 LH0643  HISTORY     - 19930726 GOOD             NGS
 LH0643
 LH0643                          STATION DESCRIPTION
 LH0643
 LH0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0643'2.1 MI SE FROM RIVERDALE.
 LH0643'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0643'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0643'THE RAILROAD TRACK, 93 FEET NORTHWEST OF THE CENTER LINE OF A
 LH0643'PRIVATE ROAD CROSSING THE TRACK, 46 FEET NORTHEAST OF THE
 LH0643'NORTHEAST RAIL OF THE TRACK, 35 FEET SOUTHWEST OF THE CENTER
 LH0643'LINE OF THE HIGHWAY, 4 FEET EAST OF THE FIRST POLE SOUTHEAST OF
 LH0643'MILEPOST NO. 8, 2.1 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHWEST
 LH0643'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 LH0643'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0643'NOTE-- THIS BENCH MARK IS LOCATED 0.9 MILE NORTHWEST OF BENCH
 LH0643'MARK E 293.
 LH0643
 LH0643                          STATION RECOVERY (1993)
 LH0643
 LH0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0643'2.1 MI (3.4 KM) SOUTHEAST ALONG STATE HIGHWAY 40, FROM THE JUNCTION
 LH0643'WITH ELM STREET AND 3RD AVENUE, IN RIVERDALE, ON THE SOUTHWEST
 LH0643'RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4, SEC9, T9N, R16W, 88.58 FT
 LH0643'(27.00 M) SOUTH-SOUTHWEST FROM AN IRRIGATION WELL PUMP, 93 FT (28.3 M)
 LH0643'NORTHWEST FROM THE CENTERLINE OF A FIELD ENTRANCE, 35 FT (10.7 M)
 LH0643'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 1.8 FT (0.5 M) NORTHEAST
 LH0643'FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH0643'PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0625 ***********************************************************************
 LH0625  DESIGNATION -  D 294 RESET
 LH0625  PID         -  LH0625
 LH0625  STATE/COUNTY-  NE/BUFFALO
 LH0625  COUNTRY     -  US
 LH0625  USGS QUAD   -  MILLER NE (2017)
 LH0625
 LH0625                         *CURRENT SURVEY CONTROL
 LH0625  ______________________________________________________________________
 LH0625* NAD 83(1986) POSITION- 40 53 15.88   (N) 099 15 20.40   (W)   HD_HELD1
 LH0625* NAVD 88 ORTHO HEIGHT -   725.36  (meters)     2379.8   (feet) RESET
 LH0625  ______________________________________________________________________
 LH0625  GEOID HEIGHT    -        -24.050 (meters)                     GEOID18
 LH0625  VERT ORDER      -  THIRD
 LH0625
 LH0625.The horizontal coordinates were determined by differentially corrected
 LH0625.hand held GPS observations or other comparable positioning techniques
 LH0625.and have an estimated accuracy of +/- 3 meters.
 LH0625
 LH0625.The orthometric height was computed from unverified reset data.
 LH0625
 LH0625.No vertical observational check was made to the station.
 LH0625
 LH0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0625.GEOID18 height accuracy estimate available here.
 LH0625
 LH0625.Click photographs - Photos may exist for this station.
 LH0625
 LH0625;                    North         East    Units  Estimated Accuracy
 LH0625;SPC NE       -   117,338.2     562,712.2     MT  (+/- 3 meters HH1 GPS) 
 LH0625
 LH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7846126327(NAD 83)
 LH0625
 LH0625                          SUPERSEDED SURVEY CONTROL
 LH0625
 LH0625  NGVD 29 (01/31/13)  725.11   (m)         2379.0    (f) RESET       3  
 LH0625
 LH0625.Superseded values are not recommended for survey control.
 LH0625
 LH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0625.See file dsdata.pdf to determine how the superseded data were derived.
 LH0625
 LH0625_MARKER: DV = VERTICAL CONTROL DISK
 LH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0625_STAMPING: D 294 RESET 1974
 LH0625_MARK LOGO: NGS
 LH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0625+STABILITY: SURFACE MOTION
 LH0625
 LH0625  HISTORY     - Date     Condition        Report By
 LH0625  HISTORY     - 1974     MONUMENTED       NEDR
 LH0625
 LH0625                          STATION DESCRIPTION
 LH0625
 LH0625'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 LH0625'3.9 MI N FROM AMHERST.
 LH0625'3.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0625'AMHERST, AT THE NORTHEAST CORNER OF SECTION 33, T. 11 N.,
 LH0625'R. 17 W., AT A T-JUNCTION OF ROADS, 39.0 FEET WEST OF
 LH0625'NORTH-SOUTH ROAD, 66 FEET WEST OF CONCRETE WITNESS POST IN
 LH0625'SOUTHEAST CORNER OF INTERSECTION, 2 FEET NORTH OF 4-WAY POWER
 LH0625'POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0554 ***********************************************************************
 LH0554  DESIGNATION -  D 295
 LH0554  PID         -  LH0554
 LH0554  STATE/COUNTY-  NE/BUFFALO
 LH0554  COUNTRY     -  US
 LH0554  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0554
 LH0554                         *CURRENT SURVEY CONTROL
 LH0554  ______________________________________________________________________
 LH0554* NAD 83(1986) POSITION- 40 44 40.31   (N) 099 14 10.60   (W)   HD_HELD1
 LH0554* NAVD 88 ORTHO HEIGHT -   702.361 (meters)     2304.33  (feet) ADJUSTED
 LH0554  ______________________________________________________________________
 LH0554  GEOID HEIGHT    -        -24.278 (meters)                     GEOID18
 LH0554  DYNAMIC HEIGHT  -        701.961 (meters)     2303.02  (feet) COMP
 LH0554  MODELED GRAVITY -    980,031.2   (mgal)                       NAVD 88
 LH0554
 LH0554  VERT ORDER      -  SECOND    CLASS 0
 LH0554
 LH0554.The horizontal coordinates were determined by differentially corrected
 LH0554.hand held GPS observations or other comparable positioning techniques
 LH0554.and have an estimated accuracy of +/- 3 meters.
 LH0554
 LH0554.The orthometric height was determined by differential leveling and
 LH0554.adjusted by the NATIONAL GEODETIC SURVEY
 LH0554.in June 1991.
 LH0554
 LH0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0554.GEOID18 height accuracy estimate available here.
 LH0554
 LH0554.Click photographs - Photos may exist for this station.
 LH0554
 LH0554.The dynamic height is computed by dividing the NAVD 88
 LH0554.geopotential number by the normal gravity value computed on the
 LH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0554.degrees latitude (g = 980.6199 gals.).
 LH0554
 LH0554.The modeled gravity was interpolated from observed gravity values.
 LH0554
 LH0554;                    North         East    Units  Estimated Accuracy
 LH0554;SPC NE       -   101,453.4     564,486.2     MT  (+/- 3 meters HH1 GPS) 
 LH0554
 LH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8005210425(NAD 83)
 LH0554
 LH0554                          SUPERSEDED SURVEY CONTROL
 LH0554
 LH0554  NGVD 29 (??/??/92)  702.109  (m)         2303.50   (f) ADJ UNCH    2 0
 LH0554
 LH0554.Superseded values are not recommended for survey control.
 LH0554
 LH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0554.See file dsdata.pdf to determine how the superseded data were derived.
 LH0554
 LH0554_MARKER: DB = BENCH MARK DISK
 LH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0554_STAMPING: D 295 1949
 LH0554_MARK LOGO: CGS
 LH0554_PROJECTION: PROJECTING 13 CENTIMETERS
 LH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0554+STABILITY: SURFACE MOTION
 LH0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0554+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 LH0554
 LH0554  HISTORY     - Date     Condition        Report By
 LH0554  HISTORY     - 1949     MONUMENTED       CGS
 LH0554  HISTORY     - 20200603 GOOD             NEGS
 LH0554
 LH0554                          STATION DESCRIPTION
 LH0554
 LH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0554'7.4 MI SE FROM AMHERST.
 LH0554'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0554'PACIFIC RAILROAD STATION AT AMHERST, THENCE 5.2 MILES SOUTH
 LH0554'ALONG A COUNTY ROAD, ABOUT 0.1 MILE NORTH OF THE SOUTHEAST
 LH0554'CORNER OF SECTION 15, T. 9 N., R. 17 W., AT A T-JUNCTION
 LH0554'OF ROADS, 106 FEET SOUTH OF THE SOUTHEAST CORNER OF OF A CORRAL,
 LH0554'29 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LH0554'30 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST,
 LH0554'0.8 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST,
 LH0554'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0554'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0554
 LH0554                          STATION RECOVERY (2020)
 LH0554
 LH0554'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0554'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND NE. SPUR 10B IN
 LH0554'ODESSA, NE., GO EAST ON U.S. 30 FOR 1 MI (1.6 KM) TO THE INTERSECTION
 LH0554'WITH EAGLE ROAD.  TURN LEFT (NORTH) ON EAGLE ROAD AND GO NORTH FOR 3
 LH0554'MI (4.8 KM) TO THE MARK ON THE LEFT (WEST).
 LH0554'
 LH0554'THE MONUMENT IS LOCATED WEST OF THE R/W IN A PASTURE, 33 FT (10.1 M)
 LH0554'WEST OF THE CENTERLINE OF EAGLE ROAD, 12 FT (3.7 M) SOUTHWEST OF A
 LH0554'WOODEN FENCE POST, 10 FT (3.0 M) NORTHWEST OF A WOODEN FENCE POST AND
 LH0554'8 FT (2.4 M) WEST OF A NORTH-SOUTH FENCE LINE.  MAGNETIC MATERIAL IS
 LH0554'REPORTED BUT NO DETAILS ARE GIVEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0935 ***********************************************************************
 MJ0935  DESIGNATION -  D 296
 MJ0935  PID         -  MJ0935
 MJ0935  STATE/COUNTY-  NE/CASS
 MJ0935  COUNTRY     -  US
 MJ0935  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0935
 MJ0935                         *CURRENT SURVEY CONTROL
 MJ0935  ______________________________________________________________________
 MJ0935* NAD 83(1986) POSITION- 41 00 08.     (N) 095 58 02.     (W)   SCALED
 MJ0935* NAVD 88 ORTHO HEIGHT -   320.810 (meters)     1052.52  (feet) ADJUSTED
 MJ0935  ______________________________________________________________________
 MJ0935  GEOID HEIGHT    -        -27.079 (meters)                     GEOID18
 MJ0935  DYNAMIC HEIGHT  -        320.677 (meters)     1052.09  (feet) COMP
 MJ0935  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MJ0935
 MJ0935  VERT ORDER      -  SECOND    CLASS 0
 MJ0935
 MJ0935.The horizontal coordinates were scaled from a map and have
 MJ0935.an estimated accuracy of +/- 6 seconds.
 MJ0935
 MJ0935.The orthometric height was determined by differential leveling and
 MJ0935.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0935.in June 1991.
 MJ0935
 MJ0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0935.GEOID18 height accuracy estimate available here.
 MJ0935
 MJ0935.Click photographs - Photos may exist for this station.
 MJ0935
 MJ0935.The dynamic height is computed by dividing the NAVD 88
 MJ0935.geopotential number by the normal gravity value computed on the
 MJ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0935.degrees latitude (g = 980.6199 gals.).
 MJ0935
 MJ0935.The modeled gravity was interpolated from observed gravity values.
 MJ0935
 MJ0935;                    North         East    Units  Estimated Accuracy
 MJ0935;SPC NE       -   137,690.      839,060.      MT  (+/- 180 meters Scaled)
 MJ0935
 MJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504432(NAD 83)
 MJ0935
 MJ0935                          SUPERSEDED SURVEY CONTROL
 MJ0935
 MJ0935  NGVD 29 (??/??/92)  320.714  (m)         1052.21   (f) ADJ UNCH    2 0
 MJ0935
 MJ0935.Superseded values are not recommended for survey control.
 MJ0935
 MJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0935.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0935
 MJ0935_MARKER: DB = BENCH MARK DISK
 MJ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0935_STAMPING: D 296 1949
 MJ0935_MARK LOGO: CGS
 MJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0935+STABILITY: SURFACE MOTION
 MJ0935
 MJ0935  HISTORY     - Date     Condition        Report By
 MJ0935  HISTORY     - 1949     MONUMENTED       CGS
 MJ0935
 MJ0935                          STATION DESCRIPTION
 MJ0935
 MJ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0935'4.7 MI SW FROM PLATTSMOUTH.
 MJ0935'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0935'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAYS 75-73 AND
 MJ0935'34, THENCE 3.75 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD,
 MJ0935'ON THE CREST OF A HILL, 0.1 MILE EAST OF BACHELOR CREEK, 93
 MJ0935'FEET SOUTH OF THE CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD,
 MJ0935'14 FEET SOUTH OF A POWER LINE POLE, 1.0 FOOT NORTH OF A WIRE FENCE,
 MJ0935'1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 MJ0935'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0159 ***********************************************************************
 LG0159  DESIGNATION -  D 297
 LG0159  PID         -  LG0159
 LG0159  STATE/COUNTY-  NE/CASS
 LG0159  COUNTRY     -  US
 LG0159  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0159
 LG0159                         *CURRENT SURVEY CONTROL
 LG0159  ______________________________________________________________________
 LG0159* NAD 83(1986) POSITION- 40 53 08.     (N) 096 02 40.     (W)   SCALED
 LG0159* NAVD 88 ORTHO HEIGHT -   369.510 (meters)     1212.30  (feet) ADJUSTED
 LG0159  ______________________________________________________________________
 LG0159  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 LG0159  DYNAMIC HEIGHT  -        369.353 (meters)     1211.79  (feet) COMP
 LG0159  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 LG0159
 LG0159  VERT ORDER      -  SECOND    CLASS 0
 LG0159
 LG0159.The horizontal coordinates were scaled from a map and have
 LG0159.an estimated accuracy of +/- 6 seconds.
 LG0159
 LG0159.The orthometric height was determined by differential leveling and
 LG0159.adjusted by the NATIONAL GEODETIC SURVEY
 LG0159.in June 1991.
 LG0159
 LG0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0159.GEOID18 height accuracy estimate available here.
 LG0159
 LG0159.Click photographs - Photos may exist for this station.
 LG0159
 LG0159.The dynamic height is computed by dividing the NAVD 88
 LG0159.geopotential number by the normal gravity value computed on the
 LG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0159.degrees latitude (g = 980.6199 gals.).
 LG0159
 LG0159.The modeled gravity was interpolated from observed gravity values.
 LG0159
 LG0159;                    North         East    Units  Estimated Accuracy
 LG0159;SPC NE       -   124,450.      833,170.      MT  (+/- 180 meters Scaled)
 LG0159
 LG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490302(NAD 83)
 LG0159
 LG0159                          SUPERSEDED SURVEY CONTROL
 LG0159
 LG0159  NGVD 29 (??/??/92)  369.416  (m)         1211.99   (f) ADJ UNCH    2 0
 LG0159
 LG0159.Superseded values are not recommended for survey control.
 LG0159
 LG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0159.See file dsdata.pdf to determine how the superseded data were derived.
 LG0159
 LG0159_MARKER: DB = BENCH MARK DISK
 LG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0159_STAMPING: D 297 1949
 LG0159_MARK LOGO: CGS
 LG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0159+STABILITY: SURFACE MOTION
 LG0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0159+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2015
 LG0159
 LG0159  HISTORY     - Date     Condition        Report By
 LG0159  HISTORY     - 1949     MONUMENTED       CGS
 LG0159  HISTORY     - 20150926 GOOD             GEOCAC
 LG0159
 LG0159                          STATION DESCRIPTION
 LG0159
 LG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0159'8.3 MI SW FROM MURRAY.
 LG0159'6.3 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0159'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, THENCE 2.0 MILES
 LG0159'SOUTH ALONG A GRADED GRAVELED ROAD, AT A ROAD INTERSECTION,
 LG0159'115 FEET EAST OF THE CENTER LINE OF THE THE GRAVELED ROAD LEADING
 LG0159'SOUTH, 36 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD
 LG0159'LEADING EAST, 1.4 FEET NORTH OF A WOVEN WIRE FENCE, 1.4 FEET
 LG0159'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 LG0159'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LG0159
 LG0159                          STATION RECOVERY (2015)
 LG0159
 LG0159'RECOVERY NOTE BY GEOCACHING 2015 (JH)
 LG0159'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2184 ***********************************************************************
 MK2184  DESIGNATION -  D 298 RESET
 MK2184  PID         -  MK2184
 MK2184  STATE/COUNTY-  NE/SAUNDERS
 MK2184  COUNTRY     -  US
 MK2184  USGS QUAD   -  WAHOO EAST (2017)
 MK2184
 MK2184                         *CURRENT SURVEY CONTROL
 MK2184  ______________________________________________________________________
 MK2184* NAD 83(1986) POSITION- 41 12 21.14   (N) 096 36 20.48   (W)   HD_HELD1
 MK2184* NAVD 88 ORTHO HEIGHT -   356.70  (meters)     1170.3   (feet) RESET
 MK2184  ______________________________________________________________________
 MK2184  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 MK2184  VERT ORDER      -  THIRD
 MK2184
 MK2184.The horizontal coordinates were determined by differentially corrected
 MK2184.hand held GPS observations or other comparable positioning techniques
 MK2184.and have an estimated accuracy of +/- 3 meters.
 MK2184
 MK2184.The orthometric height was computed from unverified reset data.
 MK2184
 MK2184.No vertical observational check was made to the station.
 MK2184
 MK2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2184.GEOID18 height accuracy estimate available here.
 MK2184
 MK2184.Click photographs - Photos may exist for this station.
 MK2184
 MK2184;                    North         East    Units  Estimated Accuracy
 MK2184;SPC NE       -   157,972.9     784,524.1     MT  (+/- 3 meters HH1 GPS) 
 MK2184
 MK2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0074564375(NAD 83)
 MK2184
 MK2184                          SUPERSEDED SURVEY CONTROL
 MK2184
 MK2184  NGVD 29 (01/31/13)  356.55   (m)         1169.8    (f) RESET       3  
 MK2184
 MK2184.Superseded values are not recommended for survey control.
 MK2184
 MK2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2184.See file dsdata.pdf to determine how the superseded data were derived.
 MK2184
 MK2184_MARKER: DV = VERTICAL CONTROL DISK
 MK2184_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2184_SP_SET: BRIDGE ABUTMENT
 MK2184_STAMPING: D 298 RESET 1987
 MK2184_MARK LOGO: NGS
 MK2184_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2184+STABILITY: SURFACE MOTION
 MK2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2184+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2184
 MK2184  HISTORY     - Date     Condition        Report By
 MK2184  HISTORY     - 1987     MONUMENTED       NGS
 MK2184
 MK2184                          STATION DESCRIPTION
 MK2184
 MK2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2184'0.48 KM (0.30 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE COURTHOUSE IN
 MK2184'WAHOO, THEN 1.29 KM (0.80 MI) EAST ALONG 1ST STREET TO THE MARK
 MK2184'CEMENTED INTO A DRILLED IN THE SOUTH END OF THE WEST ABUTMENT OF A
 MK2184'CONCRETE BRIDGE OVER SAND CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0763 ***********************************************************************
 MK0763  DESIGNATION -  D 299
 MK0763  PID         -  MK0763
 MK0763  STATE/COUNTY-  NE/SAUNDERS
 MK0763  COUNTRY     -  US
 MK0763  USGS QUAD   -  MEAD (2017)
 MK0763
 MK0763                         *CURRENT SURVEY CONTROL
 MK0763  ______________________________________________________________________
 MK0763* NAD 83(1986) POSITION- 41 07 57.04   (N) 096 24 23.68   (W)   HD_HELD1
 MK0763* NAVD 88 ORTHO HEIGHT -   347.217 (meters)     1139.16  (feet) ADJUSTED
 MK0763  ______________________________________________________________________
 MK0763  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 MK0763  DYNAMIC HEIGHT  -        347.070 (meters)     1138.68  (feet) COMP
 MK0763  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 MK0763
 MK0763  VERT ORDER      -  SECOND    CLASS 0
 MK0763
 MK0763.The horizontal coordinates were determined by differentially corrected
 MK0763.hand held GPS observations or other comparable positioning techniques
 MK0763.and have an estimated accuracy of +/- 3 meters.
 MK0763
 MK0763.The orthometric height was determined by differential leveling and
 MK0763.adjusted by the NATIONAL GEODETIC SURVEY
 MK0763.in June 1991.
 MK0763
 MK0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0763.GEOID18 height accuracy estimate available here.
 MK0763
 MK0763.Click photographs - Photos may exist for this station.
 MK0763
 MK0763.The dynamic height is computed by dividing the NAVD 88
 MK0763.geopotential number by the normal gravity value computed on the
 MK0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0763.degrees latitude (g = 980.6199 gals.).
 MK0763
 MK0763.The modeled gravity was interpolated from observed gravity values.
 MK0763
 MK0763;                    North         East    Units  Estimated Accuracy
 MK0763;SPC NE       -   150,509.7     801,543.5     MT  (+/- 3 meters HH1 GPS) 
 MK0763
 MK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1768356709(NAD 83)
 MK0763
 MK0763                          SUPERSEDED SURVEY CONTROL
 MK0763
 MK0763  NGVD 29 (??/??/92)  347.101  (m)         1138.78   (f) ADJ UNCH    2 0
 MK0763
 MK0763.Superseded values are not recommended for survey control.
 MK0763
 MK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0763.See file dsdata.pdf to determine how the superseded data were derived.
 MK0763
 MK0763_MARKER: DB = BENCH MARK DISK
 MK0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0763_STAMPING: D 299 1950
 MK0763_MARK LOGO: CGS
 MK0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0763+STABILITY: SURFACE MOTION
 MK0763
 MK0763  HISTORY     - Date     Condition        Report By
 MK0763  HISTORY     - 1950     MONUMENTED       CGS
 MK0763
 MK0763                          STATION DESCRIPTION
 MK0763
 MK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0763'3.6 MI SW FROM WANN.
 MK0763'2.6 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0763'AND QUINCY RAILROAD STATION AT WANN, THENCE 1.0 MILE SOUTH ALONG
 MK0763'A GRAVELED ROAD, AT THE SOUTHEAST CORNER OF THE NEBRASKA
 MK0763'ORDINANCE DEPOT, AT A T ROAD JUNCTION, 116 FEET NORTH OF THE
 MK0763'CENTER LINE OF A ROAD LEADING WEST, 70 FEET NORTHWEST OF A
 MK0763'TELEPHONE POLE, 64 FEET NORTH OF A FENCE CORNER, 50 FEET WEST
 MK0763'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF
 MK0763'A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0763'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS
 MK0763'MARK IS 1.0 MILE EAST OF BENCH MARK A 299.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0033 ***********************************************************************
 NO0033  DESIGNATION -  D 3
 NO0033  PID         -  NO0033
 NO0033  STATE/COUNTY-  NE/CHERRY
 NO0033  COUNTRY     -  US
 NO0033  USGS QUAD   -  ARABIA NW (2017)
 NO0033
 NO0033                         *CURRENT SURVEY CONTROL
 NO0033  ______________________________________________________________________
 NO0033* NAD 83(1986) POSITION- 42 44 10.     (N) 100 23 02.     (W)   SCALED
 NO0033* NAVD 88 ORTHO HEIGHT -   831.412 (meters)     2727.72  (feet) ADJUSTED
 NO0033  ______________________________________________________________________
 NO0033  GEOID HEIGHT    -        -21.917 (meters)                     GEOID18
 NO0033  DYNAMIC HEIGHT  -        831.072 (meters)     2726.61  (feet) COMP
 NO0033  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 NO0033
 NO0033  VERT ORDER      -  FIRST     CLASS II
 NO0033
 NO0033.The horizontal coordinates were scaled from a map and have
 NO0033.an estimated accuracy of +/- 6 seconds.
 NO0033
 NO0033.The orthometric height was determined by differential leveling and
 NO0033.adjusted by the NATIONAL GEODETIC SURVEY
 NO0033.in June 1991.
 NO0033
 NO0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0033.GEOID18 height accuracy estimate available here.
 NO0033
 NO0033.Click photographs - Photos may exist for this station.
 NO0033
 NO0033.The dynamic height is computed by dividing the NAVD 88
 NO0033.geopotential number by the normal gravity value computed on the
 NO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0033.degrees latitude (g = 980.6199 gals.).
 NO0033
 NO0033.The modeled gravity was interpolated from observed gravity values.
 NO0033
 NO0033;                    North         East    Units  Estimated Accuracy
 NO0033;SPC NE       -   322,380.      468,570.      MT  (+/- 180 meters Scaled)
 NO0033
 NO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN867324(NAD 83)
 NO0033
 NO0033                          SUPERSEDED SURVEY CONTROL
 NO0033
 NO0033  NGVD 29 (??/??/92)  831.128  (m)         2726.79   (f) ADJ UNCH    1 2
 NO0033
 NO0033.Superseded values are not recommended for survey control.
 NO0033
 NO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0033.See file dsdata.pdf to determine how the superseded data were derived.
 NO0033
 NO0033_MARKER: H = DRILL HOLE
 NO0033_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0033_MARK LOGO: NONE
 NO0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0033
 NO0033  HISTORY     - Date     Condition        Report By
 NO0033  HISTORY     - 1901     MONUMENTED       CGS
 NO0033  HISTORY     - 1946     GOOD             CGS
 NO0033  HISTORY     - 19971128 GOOD             LOCSUR
 NO0033
 NO0033                          STATION DESCRIPTION
 NO0033
 NO0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0033'0.6 MI NW FROM ARABIA.
 NO0033'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0033'FROM THE STATION AT ARABIA, CHERRY COUNTY, 4-1/2 RAILS NORTHWEST
 NO0033'OF MILEPOST 254, 46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0033'TRACK, 51 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 4.5
 NO0033'FEET SOUTH OF A GUYED POLE.  THE BOTTOM OF A SQUARE HOLE
 NO0033'SURROUNDED BY THE LETTERS USC AND GS IN THE TOP OF A LIMESTONE
 NO0033'POST.
 NO0033
 NO0033                          STATION RECOVERY (1997)
 NO0033
 NO0033'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NO0033'LOCATED ALONG THE SOUTH SIDE OF THE COWBOY TRAIL (FORMER CHICAGO AND
 NO0033'NORTH WESTERN RAILROAD GRADE) BETWEEN THE TOWNS OF WOOD LAKE AND
 NO0033'VALENTINE, IN THE NE 1/4 OF SEC 20, T32N, R26W, NEAR THE EAST-WEST
 NO0033'SECTION LINE BETWEEN SECTIONS 17 AND 20.  TO REACH FROM WOOD LAKE, GO
 NO0033'WEST ON HIGHWAY 20 FOR APPROXIMATELY 9 MILES (14.5 KM) TO THE ENTRANCE
 NO0033'OF A PROMINENT RANCH LOCATED ALONG THE NORTH SIDE OF THE HIGHWAY KNOWN
 NO0033'AS THE ARABIA RANCH WHICH IS WELL MARKED.  THIS ENTRANCE IS LOCATED
 NO0033'JUST EAST OF WHERE HIGHWAY 20 AND THE COWBOY TRAIL BEGIN TO SEPARATE
 NO0033'FROM EACH OTHER AFTER RUNNING PARALLEL WITH EACH OTHER FROM WOOD LAKE.
 NO0033'FROM THE ARABIA RANCH ENTRANCE FOLLOW THE COWBOY TRAIL IN A
 NO0033'NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.8 MILE (1.3 KM) TO THE
 NO0033'MONUMENT WHICH IS LOCATED JUST EAST OF A SMALL HILL AND JUST WEST OF A
 NO0033'SMALL DEPRESSION WHICH ARE ALONG THE SOUTH SIDE OF THE TRAIL.
 NO0033'MONUMENT IS 48 FEET (14.6 M) SOUTHWEST FROM THE CENTER OF THE TRAIL
 NO0033'(MEASURED PERPENDICULAR TO THE TRAIL) , 50.7 FEET (15.5 M) NORTHEAST
 NO0033'FROM A STEEL FENCE POST ON A FENCE RUNNING PARALLEL WITH THE TRAIL
 NO0033'WHICH IS THE THIRTEENTH STEEL POST (OR NINETEENTH POST INCLUDING
 NO0033'WOODEN POSTS) WESTERLY FROM A CORNER FENCE POST FROM WHICH FENCES RUN
 NO0033'SOUTH-NORTHWEST AND ALSO SOUTH TOWARD A WINDMILL, 6.0 FEET (1.8 M)
 NO0033'EAST-SOUTHEAST FROM THE CENTER OF A STUB 8 INCH DIAMETER TELEGRAPH
 NO0033'POLE CUT OFF JUST ABOVE THE GROUND, 145 FEET (44.2 M) NORTHWEST FROM
 NO0033'AN ABANDONED RAILROAD TELEGRAPH POLE WITH MILEPOST 254 ATTACHED TO IT.
 NO0033'THE BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE CENTER OF A 6 INCH
 NO0033'SQUARE LIMESTONE POST PROJECTING 0.6 FEET (18.3 CM) ABOVE THE GROUND
 NO0033'WITH THE LETTERS USBM ON TOP AT THE FOUR CORNERS.  THE RAILROAD
 NO0033'STATION AT ARABIA AND THE TRACKS THAT ARE DESCRIBED IN THE STATION
 NO0033'RECOVERY REPORT OF 1946 NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0767 ***********************************************************************
 MK0767  DESIGNATION -  D 300
 MK0767  PID         -  MK0767
 MK0767  STATE/COUNTY-  NE/DOUGLAS
 MK0767  COUNTRY     -  US
 MK0767  USGS QUAD   -  VALLEY (2017)
 MK0767
 MK0767                         *CURRENT SURVEY CONTROL
 MK0767  ______________________________________________________________________
 MK0767* NAD 83(1986) POSITION- 41 17 48.     (N) 096 20 31.     (W)   SCALED
 MK0767* NAVD 88 ORTHO HEIGHT -   347.773 (meters)     1140.99  (feet) ADJUSTED
 MK0767  ______________________________________________________________________
 MK0767  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 MK0767  DYNAMIC HEIGHT  -        347.612 (meters)     1140.46  (feet) COMP
 MK0767  MODELED GRAVITY -    980,152.4   (mgal)                       NAVD 88
 MK0767
 MK0767  VERT ORDER      -  SECOND    CLASS 0
 MK0767
 MK0767.The horizontal coordinates were scaled from a map and have
 MK0767.an estimated accuracy of +/- 6 seconds.
 MK0767
 MK0767.The orthometric height was determined by differential leveling and
 MK0767.adjusted by the NATIONAL GEODETIC SURVEY
 MK0767.in June 1991.
 MK0767
 MK0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0767.GEOID18 height accuracy estimate available here.
 MK0767
 MK0767.Click photographs - Photos may exist for this station.
 MK0767
 MK0767.The dynamic height is computed by dividing the NAVD 88
 MK0767.geopotential number by the normal gravity value computed on the
 MK0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0767.degrees latitude (g = 980.6199 gals.).
 MK0767
 MK0767.The modeled gravity was interpolated from observed gravity values.
 MK0767
 MK0767;                    North         East    Units  Estimated Accuracy
 MK0767;SPC NE       -   168,950.      806,190.      MT  (+/- 180 meters Scaled)
 MK0767
 MK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL225750(NAD 83)
 MK0767
 MK0767                          SUPERSEDED SURVEY CONTROL
 MK0767
 MK0767  NGVD 29 (??/??/92)  347.638  (m)         1140.54   (f) ADJ UNCH    2 0
 MK0767
 MK0767.Superseded values are not recommended for survey control.
 MK0767
 MK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0767.See file dsdata.pdf to determine how the superseded data were derived.
 MK0767
 MK0767_MARKER: DB = BENCH MARK DISK
 MK0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0767_STAMPING: D 300 1950
 MK0767_MARK LOGO: CGS
 MK0767_PROJECTION: PROJECTING 9 CENTIMETERS
 MK0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0767+STABILITY: SURFACE MOTION
 MK0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0767+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2022
 MK0767
 MK0767  HISTORY     - Date     Condition        Report By
 MK0767  HISTORY     - 1950     MONUMENTED       CGS
 MK0767  HISTORY     - 1976     GOOD             LOCSUR
 MK0767  HISTORY     - 20110117 GOOD             INDIV
 MK0767  HISTORY     - 20160201 MARK NOT FOUND   INDIV
 MK0767  HISTORY     - 20220201 GOOD             LOCSUR
 MK0767
 MK0767                          STATION DESCRIPTION
 MK0767
 MK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0767'1.4 MI SE FROM VALLEY.
 MK0767'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0767'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.0 MILE
 MK0767'SOUTH ALONG STATE HIGHWAY 93, AT THE FARM HOME OF JAMES
 MK0767'RASSMUSSEN, 500 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MK0767'54 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 49 FEET SOUTHEAST
 MK0767'OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 23 FEET NORTH OF THE
 MK0767'CENTER LINE OF A PRIVATE DRIVEWAY, 8 FEET WEST OF A POWER POLE,
 MK0767'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0767'THE GROUND.
 MK0767
 MK0767                          STATION RECOVERY (1976)
 MK0767
 MK0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0767'RECOVERED IN GOOD CONDITION.
 MK0767
 MK0767                          STATION RECOVERY (2011)
 MK0767
 MK0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0767'RECOVERED IN GOOD CONDITION
 MK0767
 MK0767                          STATION RECOVERY (2016)
 MK0767
 MK0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RW)
 MK0767'COULD NOT FIND. POSSIBLY BURIED UNDER SILT BUILD UP.
 MK0767
 MK0767                          STATION RECOVERY (2022)
 MK0767
 MK0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2022 (JP)
 MK0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0797 ***********************************************************************
 MK0797  DESIGNATION -  D 301
 MK0797  PID         -  MK0797
 MK0797  STATE/COUNTY-  NE/SARPY
 MK0797  COUNTRY     -  US
 MK0797  USGS QUAD   -  WANN (2017)
 MK0797
 MK0797                         *CURRENT SURVEY CONTROL
 MK0797  ______________________________________________________________________
 MK0797* NAD 83(1986) POSITION- 41 08 22.     (N) 096 17 13.     (W)   SCALED
 MK0797* NAVD 88 ORTHO HEIGHT -   332.149 (meters)     1089.73  (feet) ADJUSTED
 MK0797  ______________________________________________________________________
 MK0797  GEOID HEIGHT    -        -26.669 (meters)                     GEOID18
 MK0797  DYNAMIC HEIGHT  -        332.009 (meters)     1089.27  (feet) COMP
 MK0797  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 MK0797
 MK0797  VERT ORDER      -  SECOND    CLASS 0
 MK0797
 MK0797.The horizontal coordinates were scaled from a map and have
 MK0797.an estimated accuracy of +/- 6 seconds.
 MK0797
 MK0797.The orthometric height was determined by differential leveling and
 MK0797.adjusted by the NATIONAL GEODETIC SURVEY
 MK0797.in June 1991.
 MK0797
 MK0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0797.GEOID18 height accuracy estimate available here.
 MK0797
 MK0797.Click photographs - Photos may exist for this station.
 MK0797
 MK0797.The dynamic height is computed by dividing the NAVD 88
 MK0797.geopotential number by the normal gravity value computed on the
 MK0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0797.degrees latitude (g = 980.6199 gals.).
 MK0797
 MK0797.The modeled gravity was interpolated from observed gravity values.
 MK0797
 MK0797;                    North         East    Units  Estimated Accuracy
 MK0797;SPC NE       -   151,700.      811,540.      MT  (+/- 180 meters Scaled)
 MK0797
 MK0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL277577(NAD 83)
 MK0797
 MK0797                          SUPERSEDED SURVEY CONTROL
 MK0797
 MK0797  NGVD 29 (??/??/92)  332.038  (m)         1089.36   (f) ADJ UNCH    2 0
 MK0797
 MK0797.Superseded values are not recommended for survey control.
 MK0797
 MK0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0797.See file dsdata.pdf to determine how the superseded data were derived.
 MK0797
 MK0797_MARKER: DB = BENCH MARK DISK
 MK0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0797_STAMPING: D 301 1950
 MK0797_MARK LOGO: CGS
 MK0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0797+STABILITY: SURFACE MOTION
 MK0797
 MK0797  HISTORY     - Date     Condition        Report By
 MK0797  HISTORY     - 1950     MONUMENTED       CGS
 MK0797
 MK0797                          STATION DESCRIPTION
 MK0797
 MK0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0797'2.2 MI W FROM GRETNA.
 MK0797'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0797'GRETNA, AT THE FARM HOME OF HENRY CHRISTINSEN, 94 FEET WEST OF
 MK0797'THE CENTER LINE OF THE ROAD LEADING NORTH, 27 FEET NORTH OF THE
 MK0797'EXTENDED CENTER LINE OF A ROAD LEADING EAST, 47 FEET SOUTHEAST
 MK0797'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 12 FEET NORTH OF THE
 MK0797'CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT SOUTH OF A FENCE,
 MK0797'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0797'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0859 ***********************************************************************
 MK0859  DESIGNATION -  D 302
 MK0859  PID         -  MK0859
 MK0859  STATE/COUNTY-  NE/DOUGLAS
 MK0859  COUNTRY     -  US
 MK0859  USGS QUAD   -  LESHARA (2017)
 MK0859
 MK0859                         *CURRENT SURVEY CONTROL
 MK0859  ______________________________________________________________________
 MK0859* NAD 83(1986) POSITION- 41 19 15.     (N) 096 23 15.     (W)   SCALED
 MK0859* NAVD 88 ORTHO HEIGHT -   350.012 (meters)     1148.33  (feet) ADJUSTED
 MK0859  ______________________________________________________________________
 MK0859  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 MK0859  DYNAMIC HEIGHT  -        349.850 (meters)     1147.80  (feet) COMP
 MK0859  MODELED GRAVITY -    980,150.9   (mgal)                       NAVD 88
 MK0859
 MK0859  VERT ORDER      -  SECOND    CLASS 0
 MK0859
 MK0859.The horizontal coordinates were scaled from a map and have
 MK0859.an estimated accuracy of +/- 6 seconds.
 MK0859
 MK0859.The orthometric height was determined by differential leveling and
 MK0859.adjusted by the NATIONAL GEODETIC SURVEY
 MK0859.in June 1991.
 MK0859
 MK0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0859.GEOID18 height accuracy estimate available here.
 MK0859
 MK0859.Click photographs - Photos may exist for this station.
 MK0859
 MK0859.The dynamic height is computed by dividing the NAVD 88
 MK0859.geopotential number by the normal gravity value computed on the
 MK0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0859.degrees latitude (g = 980.6199 gals.).
 MK0859
 MK0859.The modeled gravity was interpolated from observed gravity values.
 MK0859
 MK0859;                    North         East    Units  Estimated Accuracy
 MK0859;SPC NE       -   171,470.      802,270.      MT  (+/- 180 meters Scaled)
 MK0859
 MK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL186776(NAD 83)
 MK0859
 MK0859                          SUPERSEDED SURVEY CONTROL
 MK0859
 MK0859  NGVD 29 (??/??/92)  349.874  (m)         1147.88   (f) ADJ UNCH    2 0
 MK0859
 MK0859.Superseded values are not recommended for survey control.
 MK0859
 MK0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0859.See file dsdata.pdf to determine how the superseded data were derived.
 MK0859
 MK0859_MARKER: DB = BENCH MARK DISK
 MK0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0859_STAMPING: D 302 1950
 MK0859_MARK LOGO: CGS
 MK0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0859+STABILITY: SURFACE MOTION
 MK0859
 MK0859  HISTORY     - Date     Condition        Report By
 MK0859  HISTORY     - 1950     MONUMENTED       CGS
 MK0859  HISTORY     - 1976     GOOD             LOCSUR
 MK0859
 MK0859                          STATION DESCRIPTION
 MK0859
 MK0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0859'1.9 MI W FROM VALLEY.
 MK0859'1.9 MILES WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0859'WATER TOWER AT VALLEY, AT THE T.F. GREEN FARM, 85 FEET NORTH OF
 MK0859'THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF THE SOUTHWEST
 MK0859'CORNER OF THE FARMHOUSE, 2.3 FEET SOUTH OF A POWER POLE, SET IN
 MK0859'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK0859'GROUND.
 MK0859
 MK0859                          STATION RECOVERY (1976)
 MK0859
 MK0859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0557 ***********************************************************************
 MK0557  DESIGNATION -  D 303
 MK0557  PID         -  MK0557
 MK0557  STATE/COUNTY-  NE/DOUGLAS
 MK0557  COUNTRY     -  US
 MK0557  USGS QUAD   -  ELKHORN (2017)
 MK0557
 MK0557                         *CURRENT SURVEY CONTROL
 MK0557  ______________________________________________________________________
 MK0557* NAD 83(1986) POSITION- 41 15 22.     (N) 096 10 18.     (W)   SCALED
 MK0557* NAVD 88 ORTHO HEIGHT -   335.449 (meters)     1100.55  (feet) ADJUSTED
 MK0557  ______________________________________________________________________
 MK0557  GEOID HEIGHT    -        -27.281 (meters)                     GEOID18
 MK0557  DYNAMIC HEIGHT  -        335.303 (meters)     1100.07  (feet) COMP
 MK0557  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 MK0557
 MK0557  VERT ORDER      -  SECOND    CLASS 0
 MK0557
 MK0557.The horizontal coordinates were scaled from a map and have
 MK0557.an estimated accuracy of +/- 6 seconds.
 MK0557
 MK0557.The orthometric height was determined by differential leveling and
 MK0557.adjusted by the NATIONAL GEODETIC SURVEY
 MK0557.in June 1991.
 MK0557
 MK0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0557.GEOID18 height accuracy estimate available here.
 MK0557
 MK0557.Click photographs - Photos may exist for this station.
 MK0557
 MK0557.The dynamic height is computed by dividing the NAVD 88
 MK0557.geopotential number by the normal gravity value computed on the
 MK0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0557.degrees latitude (g = 980.6199 gals.).
 MK0557
 MK0557.The modeled gravity was interpolated from observed gravity values.
 MK0557
 MK0557;                    North         East    Units  Estimated Accuracy
 MK0557;SPC NE       -   165,070.      820,640.      MT  (+/- 180 meters Scaled)
 MK0557
 MK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL369710(NAD 83)
 MK0557
 MK0557                          SUPERSEDED SURVEY CONTROL
 MK0557
 MK0557  NGVD 29 (??/??/92)  335.325  (m)         1100.15   (f) ADJ UNCH    2 0
 MK0557
 MK0557.Superseded values are not recommended for survey control.
 MK0557
 MK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0557.See file dsdata.pdf to determine how the superseded data were derived.
 MK0557
 MK0557_MARKER: DB = BENCH MARK DISK
 MK0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0557_SP_SET: BRIDGE ABUTMENT
 MK0557_STAMPING: D 303 1950
 MK0557_MARK LOGO: CGS
 MK0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0557
 MK0557  HISTORY     - Date     Condition        Report By
 MK0557  HISTORY     - 1950     MONUMENTED       CGS
 MK0557  HISTORY     - 1976     MARK NOT FOUND   NGS
 MK0557
 MK0557                          STATION DESCRIPTION
 MK0557
 MK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0557'3.8 MI SE FROM ELKHORN.
 MK0557'3.85 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0557'STATION AT ELKHORN, 0.5 MILE SOUTHEAST OF THE OVERPASS ON U.S.
 MK0557'HIGHWAYS 6, 30 A AND 275, 5.5 FEET SOUTHWEST OF THE SOUTHWEST
 MK0557'RAIL OF THE SOUTHWEST SET OF TRACKS, 1 FOOT BELOW THE TOP OF THE
 MK0557'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 MK0557'ABUTMENT OF BRIDGE 17.75.
 MK0557
 MK0557                          STATION RECOVERY (1976)
 MK0557
 MK0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK0557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1046 ***********************************************************************
 MK1046  DESIGNATION -  D 304
 MK1046  PID         -  MK1046
 MK1046  STATE/COUNTY-  NE/SAUNDERS
 MK1046  COUNTRY     -  US
 MK1046  USGS QUAD   -  COLON (2017)
 MK1046
 MK1046                         *CURRENT SURVEY CONTROL
 MK1046  ______________________________________________________________________
 MK1046* NAD 83(1986) POSITION- 41 18 25.     (N) 096 33 51.     (W)   SCALED
 MK1046* NAVD 88 ORTHO HEIGHT -   376.827 (meters)     1236.31  (feet) ADJUSTED
 MK1046  ______________________________________________________________________
 MK1046  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 MK1046  DYNAMIC HEIGHT  -        376.650 (meters)     1235.73  (feet) COMP
 MK1046  MODELED GRAVITY -    980,144.8   (mgal)                       NAVD 88
 MK1046
 MK1046  VERT ORDER      -  SECOND    CLASS 0
 MK1046
 MK1046.The horizontal coordinates were scaled from a map and have
 MK1046.an estimated accuracy of +/- 6 seconds.
 MK1046
 MK1046.The orthometric height was determined by differential leveling and
 MK1046.adjusted by the NATIONAL GEODETIC SURVEY
 MK1046.in June 1991.
 MK1046
 MK1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1046.GEOID18 height accuracy estimate available here.
 MK1046
 MK1046.Click photographs - Photos may exist for this station.
 MK1046
 MK1046.The dynamic height is computed by dividing the NAVD 88
 MK1046.geopotential number by the normal gravity value computed on the
 MK1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1046.degrees latitude (g = 980.6199 gals.).
 MK1046
 MK1046.The modeled gravity was interpolated from observed gravity values.
 MK1046
 MK1046;                    North         East    Units  Estimated Accuracy
 MK1046;SPC NE       -   169,320.      787,560.      MT  (+/- 180 meters Scaled)
 MK1046
 MK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL039756(NAD 83)
 MK1046
 MK1046                          SUPERSEDED SURVEY CONTROL
 MK1046
 MK1046  NGVD 29 (??/??/92)  376.677  (m)         1235.81   (f) ADJ UNCH    2 0
 MK1046
 MK1046.Superseded values are not recommended for survey control.
 MK1046
 MK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1046.See file dsdata.pdf to determine how the superseded data were derived.
 MK1046
 MK1046_MARKER: DB = BENCH MARK DISK
 MK1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1046_STAMPING: D 304 1950
 MK1046_MARK LOGO: CGS
 MK1046_PROJECTION: FLUSH
 MK1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1046+STABILITY: SURFACE MOTION
 MK1046
 MK1046  HISTORY     - Date     Condition        Report By
 MK1046  HISTORY     - 1950     MONUMENTED       CGS
 MK1046
 MK1046                          STATION DESCRIPTION
 MK1046
 MK1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1046'3 MI E FROM COLON.
 MK1046'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND
 MK1046'NORTH WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1046'ALONG STATE HIGHWAY 109, THENCE 1.9 MILES EAST ALONG STATE
 MK1046'HIGHWAY 64, AT THE FARM HOME OF GOTFRED SWANSON, 89 FEET
 MK1046'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHWEST
 MK1046'OF THE NORTHWEST CORNER OF THE FARMHOUSE, 46 FEET NORTHEAST
 MK1046'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 40 FEET NORTH OF A
 MK1046'LIGHT POLE, 6.4 FEET WEST OF A FENCE, SET IN THE TOP OF A
 MK1046'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0593 ***********************************************************************
 MK0593  DESIGNATION -  D 305
 MK0593  PID         -  MK0593
 MK0593  STATE/COUNTY-  NE/DOUGLAS
 MK0593  COUNTRY     -  US
 MK0593  USGS QUAD   -  VALLEY (2017)
 MK0593
 MK0593                         *CURRENT SURVEY CONTROL
 MK0593  ______________________________________________________________________
 MK0593* NAD 83(1986) POSITION- 41 21 22.     (N) 096 18 40.     (W)   SCALED
 MK0593* NAVD 88 ORTHO HEIGHT -   345.761 (meters)     1134.38  (feet) ADJUSTED
 MK0593  ______________________________________________________________________
 MK0593  GEOID HEIGHT    -        -27.572 (meters)                     GEOID18
 MK0593  DYNAMIC HEIGHT  -        345.597 (meters)     1133.85  (feet) COMP
 MK0593  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 MK0593
 MK0593  VERT ORDER      -  SECOND    CLASS 0
 MK0593
 MK0593.The horizontal coordinates were scaled from a map and have
 MK0593.an estimated accuracy of +/- 6 seconds.
 MK0593
 MK0593.The orthometric height was determined by differential leveling and
 MK0593.adjusted by the NATIONAL GEODETIC SURVEY
 MK0593.in June 1991.
 MK0593
 MK0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0593.GEOID18 height accuracy estimate available here.
 MK0593
 MK0593.Click photographs - Photos may exist for this station.
 MK0593
 MK0593.The dynamic height is computed by dividing the NAVD 88
 MK0593.geopotential number by the normal gravity value computed on the
 MK0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0593.degrees latitude (g = 980.6199 gals.).
 MK0593
 MK0593.The modeled gravity was interpolated from observed gravity values.
 MK0593
 MK0593;                    North         East    Units  Estimated Accuracy
 MK0593;SPC NE       -   175,650.      808,490.      MT  (+/- 180 meters Scaled)
 MK0593
 MK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249817(NAD 83)
 MK0593
 MK0593                          SUPERSEDED SURVEY CONTROL
 MK0593
 MK0593  NGVD 29 (??/??/92)  345.619  (m)         1133.92   (f) ADJ UNCH    2 0
 MK0593
 MK0593.Superseded values are not recommended for survey control.
 MK0593
 MK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0593.See file dsdata.pdf to determine how the superseded data were derived.
 MK0593
 MK0593_MARKER: DB = BENCH MARK DISK
 MK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0593_STAMPING: D 305 1950
 MK0593_MARK LOGO: CGS
 MK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0593+STABILITY: SURFACE MOTION
 MK0593
 MK0593  HISTORY     - Date     Condition        Report By
 MK0593  HISTORY     - 1950     MONUMENTED       CGS
 MK0593
 MK0593                          STATION DESCRIPTION
 MK0593
 MK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0593'5.4 MI NW FROM WATERLOO.
 MK0593'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0593'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0593'ALONG U.S. HIGHWAY 275, THENCE 3.85 MILES NORTH ALONG A
 MK0593'GRAVELED ROAD, 94 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK0593'SOUTH ROAD, 62 FEET EAST OF THE RIGHT OF WAY FENCE, 14 FEET
 MK0593'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7.3 FEET
 MK0593'WEST OF A POWER POLE, 1.5 FEET EAST OF A WITNESS POST, SET IN
 MK0593'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK0593'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0361 ***********************************************************************
 ML0361  DESIGNATION -  D 306
 ML0361  PID         -  ML0361
 ML0361  STATE/COUNTY-  NE/HOWARD
 ML0361  COUNTRY     -  US
 ML0361  USGS QUAD   -  FARWELL (2017)
 ML0361
 ML0361                         *CURRENT SURVEY CONTROL
 ML0361  ______________________________________________________________________
 ML0361* NAD 83(1986) POSITION- 41 13 03.     (N) 098 39 00.     (W)   SCALED
 ML0361* NAVD 88 ORTHO HEIGHT -   601.526 (meters)     1973.51  (feet) ADJUSTED
 ML0361  ______________________________________________________________________
 ML0361  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 ML0361  DYNAMIC HEIGHT  -        601.221 (meters)     1972.51  (feet) COMP
 ML0361  MODELED GRAVITY -    980,096.9   (mgal)                       NAVD 88
 ML0361
 ML0361  VERT ORDER      -  SECOND    CLASS 0
 ML0361
 ML0361.The horizontal coordinates were scaled from a map and have
 ML0361.an estimated accuracy of +/- 6 seconds.
 ML0361
 ML0361.The orthometric height was determined by differential leveling and
 ML0361.adjusted by the NATIONAL GEODETIC SURVEY
 ML0361.in June 1991.
 ML0361
 ML0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0361.GEOID18 height accuracy estimate available here.
 ML0361
 ML0361.Click photographs - Photos may exist for this station.
 ML0361
 ML0361.The dynamic height is computed by dividing the NAVD 88
 ML0361.geopotential number by the normal gravity value computed on the
 ML0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0361.degrees latitude (g = 980.6199 gals.).
 ML0361
 ML0361.The modeled gravity was interpolated from observed gravity values.
 ML0361
 ML0361;                    North         East    Units  Estimated Accuracy
 ML0361;SPC NE       -   154,560.      613,170.      MT  (+/- 180 meters Scaled)
 ML0361
 ML0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL293629(NAD 83)
 ML0361
 ML0361                          SUPERSEDED SURVEY CONTROL
 ML0361
 ML0361  NGVD 29 (??/??/92)  601.267  (m)         1972.66   (f) ADJ UNCH    2 0
 ML0361
 ML0361.Superseded values are not recommended for survey control.
 ML0361
 ML0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0361.See file dsdata.pdf to determine how the superseded data were derived.
 ML0361
 ML0361_MARKER: DB = BENCH MARK DISK
 ML0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0361_STAMPING: D 306 1950
 ML0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0361+STABILITY: SURFACE MOTION
 ML0361
 ML0361  HISTORY     - Date     Condition        Report By
 ML0361  HISTORY     - 1950     MONUMENTED       CGS
 ML0361
 ML0361                          STATION DESCRIPTION
 ML0361
 ML0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0361'1.2 MI W FROM FARWELL.
 ML0361'1.15 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0361'FROM THE STATION AT FARWELL, 0.1 MILE EAST OF A ROAD CROSSING,
 ML0361'AT A PRIVATE ROAD CROSSING, 44.5 FEET NORTH OF THE NORTH RAIL,
 ML0361'31 FEET WEST OF THE CENTER LINE OF A PRIVATE FIELD ROAD, 1.5 FEET
 ML0361'SOUTH OF THE NORTH RIGHT OF WAY FENCE, 1.8 FEET SOUTHEAST OF A
 ML0361'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0361'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0225 ***********************************************************************
 ML0225  DESIGNATION -  D 307
 ML0225  PID         -  ML0225
 ML0225  STATE/COUNTY-  NE/NANCE
 ML0225  COUNTRY     -  US
 ML0225  USGS QUAD   -  BELGRADE SW (2017)
 ML0225
 ML0225                         *CURRENT SURVEY CONTROL
 ML0225  ______________________________________________________________________
 ML0225* NAD 83(1986) POSITION- 41 17 35.     (N) 098 10 29.     (W)   SCALED
 ML0225* NAVD 88 ORTHO HEIGHT -   526.254 (meters)     1726.55  (feet) ADJUSTED
 ML0225  ______________________________________________________________________
 ML0225  GEOID HEIGHT    -        -24.791 (meters)                     GEOID18
 ML0225  DYNAMIC HEIGHT  -        526.003 (meters)     1725.73  (feet) COMP
 ML0225  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 ML0225
 ML0225  VERT ORDER      -  SECOND    CLASS 0
 ML0225
 ML0225.The horizontal coordinates were scaled from a map and have
 ML0225.an estimated accuracy of +/- 6 seconds.
 ML0225
 ML0225.The orthometric height was determined by differential leveling and
 ML0225.adjusted by the NATIONAL GEODETIC SURVEY
 ML0225.in June 1991.
 ML0225
 ML0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0225.GEOID18 height accuracy estimate available here.
 ML0225
 ML0225.Click photographs - Photos may exist for this station.
 ML0225
 ML0225.The dynamic height is computed by dividing the NAVD 88
 ML0225.geopotential number by the normal gravity value computed on the
 ML0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0225.degrees latitude (g = 980.6199 gals.).
 ML0225
 ML0225.The modeled gravity was interpolated from observed gravity values.
 ML0225
 ML0225;                    North         East    Units  Estimated Accuracy
 ML0225;SPC NE       -   163,680.      652,830.      MT  (+/- 180 meters Scaled)
 ML0225
 ML0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690716(NAD 83)
 ML0225
 ML0225                          SUPERSEDED SURVEY CONTROL
 ML0225
 ML0225  NGVD 29 (??/??/92)  526.028  (m)         1725.81   (f) ADJ UNCH    2 0
 ML0225
 ML0225.Superseded values are not recommended for survey control.
 ML0225
 ML0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0225.See file dsdata.pdf to determine how the superseded data were derived.
 ML0225
 ML0225_MARKER: DB = BENCH MARK DISK
 ML0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0225_STAMPING: D 307 1950
 ML0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0225+STABILITY: SURFACE MOTION
 ML0225
 ML0225  HISTORY     - Date     Condition        Report By
 ML0225  HISTORY     - 1950     MONUMENTED       CGS
 ML0225
 ML0225                          STATION DESCRIPTION
 ML0225
 ML0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0225'11.3 MI E FROM CUSHING.
 ML0225'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0225'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 4.4
 ML0225'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 166
 ML0225'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 32 FEET
 ML0225'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 29 FEET
 ML0225'SOUTHEAST OF A POWER POLE, 30 FEET SOUTHEAST OF BENCH MARK
 ML0225'10-63 (U.S.B.R.), 1 FOOT WEST OF A FENCE, 2.5 FEET NORTH OF A
 ML0225'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0225'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1568 ***********************************************************************
 MK1568  DESIGNATION -  D 308
 MK1568  PID         -  MK1568
 MK1568  STATE/COUNTY-  NE/NANCE
 MK1568  COUNTRY     -  US
 MK1568  USGS QUAD   -  MERCHISTON (2017)
 MK1568
 MK1568                         *CURRENT SURVEY CONTROL
 MK1568  ______________________________________________________________________
 MK1568* NAD 83(1986) POSITION- 41 23 17.     (N) 097 54 24.     (W)   SCALED
 MK1568* NAVD 88 ORTHO HEIGHT -   499.899 (meters)     1640.09  (feet) ADJUSTED
 MK1568  ______________________________________________________________________
 MK1568  GEOID HEIGHT    -        -24.941 (meters)                     GEOID18
 MK1568  DYNAMIC HEIGHT  -        499.667 (meters)     1639.32  (feet) COMP
 MK1568  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 MK1568
 MK1568  VERT ORDER      -  SECOND    CLASS 0
 MK1568
 MK1568.The horizontal coordinates were scaled from a map and have
 MK1568.an estimated accuracy of +/- 6 seconds.
 MK1568
 MK1568.The orthometric height was determined by differential leveling and
 MK1568.adjusted by the NATIONAL GEODETIC SURVEY
 MK1568.in June 1991.
 MK1568
 MK1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1568.GEOID18 height accuracy estimate available here.
 MK1568
 MK1568.Click photographs - Photos may exist for this station.
 MK1568
 MK1568.The dynamic height is computed by dividing the NAVD 88
 MK1568.geopotential number by the normal gravity value computed on the
 MK1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1568.degrees latitude (g = 980.6199 gals.).
 MK1568
 MK1568.The modeled gravity was interpolated from observed gravity values.
 MK1568
 MK1568;                    North         East    Units  Estimated Accuracy
 MK1568;SPC NE       -   174,730.      675,010.      MT  (+/- 180 meters Scaled)
 MK1568
 MK1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL914824(NAD 83)
 MK1568
 MK1568                          SUPERSEDED SURVEY CONTROL
 MK1568
 MK1568  NGVD 29 (??/??/92)  499.682  (m)         1639.37   (f) ADJ UNCH    2 0
 MK1568
 MK1568.Superseded values are not recommended for survey control.
 MK1568
 MK1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1568.See file dsdata.pdf to determine how the superseded data were derived.
 MK1568
 MK1568_MARKER: DB = BENCH MARK DISK
 MK1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1568_STAMPING: D 308 1950
 MK1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1568+STABILITY: SURFACE MOTION
 MK1568
 MK1568  HISTORY     - Date     Condition        Report By
 MK1568  HISTORY     - 1950     MONUMENTED       CGS
 MK1568
 MK1568                          STATION DESCRIPTION
 MK1568
 MK1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1568'5.2 MI NE FROM FULLERTON.
 MK1568'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1568'AT FULLERTON, AT AN INTERSECTION WITH A PRIVATE ROAD, 100 FEET
 MK1568'WEST OF A FARMHOUSE, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK1568'HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1568'ROAD, 19 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MK1568'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 MK1568'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1568'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1412 ***********************************************************************
 MK1412  DESIGNATION -  D 309
 MK1412  PID         -  MK1412
 MK1412  STATE/COUNTY-  NE/NANCE
 MK1412  COUNTRY     -  US
 MK1412  USGS QUAD   -  FULLERTON NE (2017)
 MK1412
 MK1412                         *CURRENT SURVEY CONTROL
 MK1412  ______________________________________________________________________
 MK1412* NAD 83(1986) POSITION- 41 27 39.     (N) 097 45 16.     (W)   SCALED
 MK1412* NAVD 88 ORTHO HEIGHT -   486.778 (meters)     1597.04  (feet) ADJUSTED
 MK1412  ______________________________________________________________________
 MK1412  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 MK1412  DYNAMIC HEIGHT  -        486.552 (meters)     1596.30  (feet) COMP
 MK1412  MODELED GRAVITY -    980,143.4   (mgal)                       NAVD 88
 MK1412
 MK1412  VERT ORDER      -  SECOND    CLASS 0
 MK1412
 MK1412.The horizontal coordinates were scaled from a map and have
 MK1412.an estimated accuracy of +/- 6 seconds.
 MK1412
 MK1412.The orthometric height was determined by differential leveling and
 MK1412.adjusted by the NATIONAL GEODETIC SURVEY
 MK1412.in June 1991.
 MK1412
 MK1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1412.GEOID18 height accuracy estimate available here.
 MK1412
 MK1412.Click photographs - Photos may exist for this station.
 MK1412
 MK1412.The dynamic height is computed by dividing the NAVD 88
 MK1412.geopotential number by the normal gravity value computed on the
 MK1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1412.degrees latitude (g = 980.6199 gals.).
 MK1412
 MK1412.The modeled gravity was interpolated from observed gravity values.
 MK1412
 MK1412;                    North         East    Units  Estimated Accuracy
 MK1412;SPC NE       -   183,130.      687,520.      MT  (+/- 180 meters Scaled)
 MK1412
 MK1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL040906(NAD 83)
 MK1412
 MK1412                          SUPERSEDED SURVEY CONTROL
 MK1412
 MK1412  NGVD 29 (??/??/92)  486.568  (m)         1596.35   (f) ADJ UNCH    2 0
 MK1412
 MK1412.Superseded values are not recommended for survey control.
 MK1412
 MK1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1412.See file dsdata.pdf to determine how the superseded data were derived.
 MK1412
 MK1412_MARKER: DB = BENCH MARK DISK
 MK1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1412_STAMPING: D 309 1950
 MK1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1412+STABILITY: SURFACE MOTION
 MK1412
 MK1412  HISTORY     - Date     Condition        Report By
 MK1412  HISTORY     - 1950     MONUMENTED       CGS
 MK1412  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 MK1412  HISTORY     - 20091201 MARK NOT FOUND   NEDR
 MK1412
 MK1412                          STATION DESCRIPTION
 MK1412
 MK1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1412'1.6 MI NW FROM GENOA.
 MK1412'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1412'GENOA, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 39, ALONG
 MK1412'A NORTH AND SOUTH FENCE, 149 FEET NORTH OF RAILROAD MILEPOST 13,
 MK1412'63 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 MK1412'NORTH OF A FENCE CORNER, 0.5 FOOT WEST OF A FENCE, 3 FEET NORTH
 MK1412'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1412'0.3 FOOT ABOVE THE GROUND.
 MK1412
 MK1412                          STATION RECOVERY (2009)
 MK1412
 MK1412'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1412'MARK NOT FOUND.
 MK1412
 MK1412                          STATION RECOVERY (2009)
 MK1412
 MK1412'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0120 ***********************************************************************
 ML0120  DESIGNATION -  D 310
 ML0120  PID         -  ML0120
 ML0120  STATE/COUNTY-  NE/GREELEY
 ML0120  COUNTRY     -  US
 ML0120  USGS QUAD   -  SPALDING NW (2017)
 ML0120
 ML0120                         *CURRENT SURVEY CONTROL
 ML0120  ______________________________________________________________________
 ML0120* NAD 83(1986) POSITION- 41 43 33.     (N) 098 26 41.     (W)   SCALED
 ML0120* NAVD 88 ORTHO HEIGHT -   592.667 (meters)     1944.44  (feet) ADJUSTED
 ML0120  ______________________________________________________________________
 ML0120  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 ML0120  DYNAMIC HEIGHT  -        592.386 (meters)     1943.52  (feet) COMP
 ML0120  MODELED GRAVITY -    980,131.1   (mgal)                       NAVD 88
 ML0120
 ML0120  VERT ORDER      -  SECOND    CLASS 0
 ML0120
 ML0120.The horizontal coordinates were scaled from a map and have
 ML0120.an estimated accuracy of +/- 6 seconds.
 ML0120
 ML0120.The orthometric height was determined by differential leveling and
 ML0120.adjusted by the NATIONAL GEODETIC SURVEY
 ML0120.in June 1991.
 ML0120
 ML0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0120.GEOID18 height accuracy estimate available here.
 ML0120
 ML0120.Click photographs - Photos may exist for this station.
 ML0120
 ML0120.The dynamic height is computed by dividing the NAVD 88
 ML0120.geopotential number by the normal gravity value computed on the
 ML0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0120.degrees latitude (g = 980.6199 gals.).
 ML0120
 ML0120.The modeled gravity was interpolated from observed gravity values.
 ML0120
 ML0120;                    North         East    Units  Estimated Accuracy
 ML0120;SPC NE       -   211,280.      629,360.      MT  (+/- 180 meters Scaled)
 ML0120
 ML0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM461194(NAD 83)
 ML0120
 ML0120                          SUPERSEDED SURVEY CONTROL
 ML0120
 ML0120  NGVD 29 (??/??/92)  592.426  (m)         1943.65   (f) ADJ UNCH    2 0
 ML0120
 ML0120.Superseded values are not recommended for survey control.
 ML0120
 ML0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0120.See file dsdata.pdf to determine how the superseded data were derived.
 ML0120
 ML0120_MARKER: DB = BENCH MARK DISK
 ML0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0120_STAMPING: D 310 1950
 ML0120_MARK LOGO: CGS
 ML0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0120+STABILITY: SURFACE MOTION
 ML0120
 ML0120  HISTORY     - Date     Condition        Report By
 ML0120  HISTORY     - 1950     MONUMENTED       CGS
 ML0120
 ML0120                          STATION DESCRIPTION
 ML0120
 ML0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0120'6.1 MI NW FROM SPALDING.
 ML0120'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0120'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0120'NORTH ALONG A GRAVELED ROAD, AT A JUNCTION WITH A PRIVATE
 ML0120'ROAD LEADING EAST, ON THE INSIDE OF A CURVE IN THE
 ML0120'MAIN ROAD, 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 ML0120'LEADING WEST, 40 FEET WEST OF THE CENTER LINE OF THE ROAD
 ML0120'LEADING SOUTH, AT THE EAST END OF AN EAST AND WEST WINDBREAK,
 ML0120'17 FEET SOUTHWEST OF A POWER LINE, 1.8 FEET NORTH OF A
 ML0120'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0120'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1668 ***********************************************************************
 MK1668  DESIGNATION -  D 311
 MK1668  PID         -  MK1668
 MK1668  STATE/COUNTY-  NE/BOONE
 MK1668  COUNTRY     -  US
 MK1668  USGS QUAD   -  CLOSTER SE (2017)
 MK1668
 MK1668                         *CURRENT SURVEY CONTROL
 MK1668  ______________________________________________________________________
 MK1668* NAD 83(1986) POSITION- 41 45 50.     (N) 097 49 57.     (W)   SCALED
 MK1668* NAVD 88 ORTHO HEIGHT -   562.101 (meters)     1844.16  (feet) ADJUSTED
 MK1668  ______________________________________________________________________
 MK1668  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 MK1668  DYNAMIC HEIGHT  -        561.871 (meters)     1843.41  (feet) COMP
 MK1668  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 MK1668
 MK1668  VERT ORDER      -  SECOND    CLASS 0
 MK1668
 MK1668.The horizontal coordinates were scaled from a map and have
 MK1668.an estimated accuracy of +/- 6 seconds.
 MK1668
 MK1668.The orthometric height was determined by differential leveling and
 MK1668.adjusted by the NATIONAL GEODETIC SURVEY
 MK1668.in June 1991.
 MK1668
 MK1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1668.GEOID18 height accuracy estimate available here.
 MK1668
 MK1668.Click photographs - Photos may exist for this station.
 MK1668
 MK1668.The dynamic height is computed by dividing the NAVD 88
 MK1668.geopotential number by the normal gravity value computed on the
 MK1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1668.degrees latitude (g = 980.6199 gals.).
 MK1668
 MK1668.The modeled gravity was interpolated from observed gravity values.
 MK1668
 MK1668;                    North         East    Units  Estimated Accuracy
 MK1668;SPC NE       -   216,600.      680,160.      MT  (+/- 180 meters Scaled)
 MK1668
 MK1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM970242(NAD 83)
 MK1668
 MK1668                          SUPERSEDED SURVEY CONTROL
 MK1668
 MK1668  NGVD 29 (??/??/92)  561.903  (m)         1843.51   (f) ADJ UNCH    2 0
 MK1668
 MK1668.Superseded values are not recommended for survey control.
 MK1668
 MK1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1668.See file dsdata.pdf to determine how the superseded data were derived.
 MK1668
 MK1668_MARKER: DB = BENCH MARK DISK
 MK1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1668_STAMPING: D 311 1950
 MK1668_MARK LOGO: CGS
 MK1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1668+STABILITY: SURFACE MOTION
 MK1668
 MK1668  HISTORY     - Date     Condition        Report By
 MK1668  HISTORY     - 1950     MONUMENTED       CGS
 MK1668
 MK1668                          STATION DESCRIPTION
 MK1668
 MK1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1668'4 MI W FROM NEWMAN GROVE.
 MK1668'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1668'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 0.95 MILE NORTH ALONG A
 MK1668'GRAVELED ROAD, JUST NORTH OF THE TOP OF A HILL, AT A T ROAD
 MK1668'JUNCTION, 52 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 18
 MK1668'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST,
 MK1668'6.5 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.2 FEET
 MK1668'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1668'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- 63 FT WEST OF
 MK1668'THE C/L OF THE MAIN ROAD, 32 FT SOUTH OF THE C/L OF A PRIVATE
 MK1668'ROAD LEADING WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0049 ***********************************************************************
 ML0049  DESIGNATION -  D 312 RESET
 ML0049  PID         -  ML0049
 ML0049  STATE/COUNTY-  NE/BOONE
 ML0049  COUNTRY     -  US
 ML0049  USGS QUAD   -  PETERSBURG (2017)
 ML0049
 ML0049                         *CURRENT SURVEY CONTROL
 ML0049  ______________________________________________________________________
 ML0049* NAD 83(1986) POSITION- 41 51 00.     (N) 098 02 34.     (W)   SCALED
 ML0049* NAVD 88 ORTHO HEIGHT -   614.46  (meters)     2015.9   (feet) RESET
 ML0049  ______________________________________________________________________
 ML0049  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 ML0049  VERT ORDER      -  THIRD
 ML0049
 ML0049.The horizontal coordinates were scaled from a map and have
 ML0049.an estimated accuracy of +/- 6 seconds.
 ML0049
 ML0049.The orthometric height was computed from unverified reset data.
 ML0049
 ML0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0049.GEOID18 height accuracy estimate available here.
 ML0049
 ML0049.Click photographs - Photos may exist for this station.
 ML0049
 ML0049;                    North         East    Units  Estimated Accuracy
 ML0049;SPC NE       -   225,740.      662,470.      MT  (+/- 180 meters Scaled)
 ML0049
 ML0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM794335(NAD 83)
 ML0049
 ML0049                          SUPERSEDED SURVEY CONTROL
 ML0049
 ML0049.No superseded survey control is available for this station.
 ML0049
 ML0049_MARKER: DB = BENCH MARK DISK
 ML0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0049_STAMPING: D 312 RESET 1972
 ML0049_MARK LOGO: CGS
 ML0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0049+STABILITY: SURFACE MOTION
 ML0049
 ML0049  HISTORY     - Date     Condition        Report By
 ML0049  HISTORY     - 1972     MONUMENTED       NGS
 ML0049
 ML0049                          STATION DESCRIPTION
 ML0049
 ML0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0049'1.9 MI E FROM PETERSBURG.
 ML0049'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0049'HIGHWAY 32 FOR 1.9 MILES TO A LARGE BRICK FARM HOUSE AND THE BENCH
 ML0049'MARK ON THE LEFT.  IT IS A STANDARD BENCH MARK DISK STAMPED D 312
 ML0049'RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 ML0049'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 ML0049'ABOUT 300 FEET SOUTHEAST OF THE BRICK HOUSE, 3 FEET SOUTH OF A
 ML0049'POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST AND ON THE EAST
 ML0049'SLOPE OF A HILL
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1315 ***********************************************************************
 NM1315  DESIGNATION -  D 313
 NM1315  PID         -  NM1315
 NM1315  STATE/COUNTY-  NE/ANTELOPE
 NM1315  COUNTRY     -  US
 NM1315  USGS QUAD   -  OAKDALE (2017)
 NM1315
 NM1315                         *CURRENT SURVEY CONTROL
 NM1315  ______________________________________________________________________
 NM1315* NAD 83(1986) POSITION- 42 03 01.     (N) 097 56 13.     (W)   SCALED
 NM1315* NAVD 88 ORTHO HEIGHT -   546.930 (meters)     1794.39  (feet) ADJUSTED
 NM1315  ______________________________________________________________________
 NM1315  GEOID HEIGHT    -        -24.583 (meters)                     GEOID18
 NM1315  DYNAMIC HEIGHT  -        546.712 (meters)     1793.67  (feet) COMP
 NM1315  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 NM1315
 NM1315  VERT ORDER      -  SECOND    CLASS 0
 NM1315
 NM1315.The horizontal coordinates were scaled from a map and have
 NM1315.an estimated accuracy of +/- 6 seconds.
 NM1315
 NM1315.The orthometric height was determined by differential leveling and
 NM1315.adjusted by the NATIONAL GEODETIC SURVEY
 NM1315.in June 1991.
 NM1315
 NM1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1315.GEOID18 height accuracy estimate available here.
 NM1315
 NM1315.Click photographs - Photos may exist for this station.
 NM1315
 NM1315.The dynamic height is computed by dividing the NAVD 88
 NM1315.geopotential number by the normal gravity value computed on the
 NM1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1315.degrees latitude (g = 980.6199 gals.).
 NM1315
 NM1315.The modeled gravity was interpolated from observed gravity values.
 NM1315
 NM1315;                    North         East    Units  Estimated Accuracy
 NM1315;SPC NE       -   248,180.      670,720.      MT  (+/- 180 meters Scaled)
 NM1315
 NM1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM879559(NAD 83)
 NM1315
 NM1315                          SUPERSEDED SURVEY CONTROL
 NM1315
 NM1315  NGVD 29 (??/??/92)  546.725  (m)         1793.71   (f) ADJ UNCH    2 0
 NM1315
 NM1315.Superseded values are not recommended for survey control.
 NM1315
 NM1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1315.See file dsdata.pdf to determine how the superseded data were derived.
 NM1315
 NM1315_MARKER: DB = BENCH MARK DISK
 NM1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1315_STAMPING: D 313 1950
 NM1315_MARK LOGO: CGS
 NM1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1315+STABILITY: SURFACE MOTION
 NM1315
 NM1315  HISTORY     - Date     Condition        Report By
 NM1315  HISTORY     - 1950     MONUMENTED       CGS
 NM1315
 NM1315                          STATION DESCRIPTION
 NM1315
 NM1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1315'2.6 MI SE FROM OAKDALE.
 NM1315'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1315'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1315'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.8
 NM1315'MILE SOUTH ALONG A SAND ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NM1315'A FIELD, AT THE WAGNER AIRPORT, ALONG THE NORTH EDGE OF AN EAST
 NM1315'AND WEST WIND BRAKE, 28.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM1315'OF THE HANGAR, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP
 NM1315'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0882 ***********************************************************************
 ML0882  DESIGNATION -  D 314
 ML0882  PID         -  ML0882
 ML0882  STATE/COUNTY-  NE/BLAINE
 ML0882  COUNTRY     -  US
 ML0882  USGS QUAD   -  BREWSTER NW (2017)
 ML0882
 ML0882                         *CURRENT SURVEY CONTROL
 ML0882  ______________________________________________________________________
 ML0882* NAD 83(1986) POSITION- 41 56 02.     (N) 099 53 07.     (W)   SCALED
 ML0882* NAVD 88 ORTHO HEIGHT -   770.091 (meters)     2526.54  (feet) ADJUSTED
 ML0882  ______________________________________________________________________
 ML0882  GEOID HEIGHT    -        -22.420 (meters)                     GEOID18
 ML0882  DYNAMIC HEIGHT  -        769.719 (meters)     2525.32  (feet) COMP
 ML0882  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 ML0882
 ML0882  VERT ORDER      -  SECOND    CLASS 0
 ML0882
 ML0882.The horizontal coordinates were scaled from a map and have
 ML0882.an estimated accuracy of +/- 6 seconds.
 ML0882
 ML0882.The orthometric height was determined by differential leveling and
 ML0882.adjusted by the NATIONAL GEODETIC SURVEY
 ML0882.in June 1991.
 ML0882
 ML0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0882.GEOID18 height accuracy estimate available here.
 ML0882
 ML0882.Click photographs - Photos may exist for this station.
 ML0882
 ML0882.The dynamic height is computed by dividing the NAVD 88
 ML0882.geopotential number by the normal gravity value computed on the
 ML0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0882.degrees latitude (g = 980.6199 gals.).
 ML0882
 ML0882.The modeled gravity was interpolated from observed gravity values.
 ML0882
 ML0882;                    North         East    Units  Estimated Accuracy
 ML0882;SPC NE       -   233,220.      509,510.      MT  (+/- 180 meters Scaled)
 ML0882
 ML0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM266428(NAD 83)
 ML0882
 ML0882                          SUPERSEDED SURVEY CONTROL
 ML0882
 ML0882  NGVD 29 (??/??/92)  769.807  (m)         2525.61   (f) ADJ UNCH    2 0
 ML0882
 ML0882.Superseded values are not recommended for survey control.
 ML0882
 ML0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0882.See file dsdata.pdf to determine how the superseded data were derived.
 ML0882
 ML0882_MARKER: DB = BENCH MARK DISK
 ML0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0882_STAMPING: D 314 1950
 ML0882_MARK LOGO: CGS
 ML0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0882+STABILITY: SURFACE MOTION
 ML0882
 ML0882  HISTORY     - Date     Condition        Report By
 ML0882  HISTORY     - 1950     MONUMENTED       CGS
 ML0882
 ML0882                          STATION DESCRIPTION
 ML0882
 ML0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0882'1.1 MI SW FROM BREWSTER.
 ML0882'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 ML0882'BREWSTER, ON THE OUTSIDE OF A CURVE IN THE ROAD, AT A PRIVATE
 ML0882'ROAD LEADING WEST, 39 FEET NORTHWEST OF THE CENTER LINE OF THE
 ML0882'HIGHWAY, 33 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 2.6
 ML0882'FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A FENCE, 1.5
 ML0882'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0882'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0603 ***********************************************************************
 LH0603  DESIGNATION -  D 315
 LH0603  PID         -  LH0603
 LH0603  STATE/COUNTY-  NE/BUFFALO
 LH0603  COUNTRY     -  US
 LH0603  USGS QUAD   -  MILLER (2017)
 LH0603
 LH0603                         *CURRENT SURVEY CONTROL
 LH0603  ______________________________________________________________________
 LH0603* NAD 83(1986) POSITION- 40 55 57.26   (N) 099 24 23.90   (W)   HD_HELD1
 LH0603* NAVD 88 ORTHO HEIGHT -   708.883 (meters)     2325.73  (feet) ADJUSTED
 LH0603  ______________________________________________________________________
 LH0603  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 LH0603  DYNAMIC HEIGHT  -        708.484 (meters)     2324.42  (feet) COMP
 LH0603  MODELED GRAVITY -    980,038.1   (mgal)                       NAVD 88
 LH0603
 LH0603  VERT ORDER      -  SECOND    CLASS 0
 LH0603
 LH0603.The horizontal coordinates were determined by differentially corrected
 LH0603.hand held GPS observations or other comparable positioning techniques
 LH0603.and have an estimated accuracy of +/- 3 meters.
 LH0603
 LH0603.The orthometric height was determined by differential leveling and
 LH0603.adjusted by the NATIONAL GEODETIC SURVEY
 LH0603.in June 1991.
 LH0603
 LH0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0603.GEOID18 height accuracy estimate available here.
 LH0603
 LH0603.Click photographs - Photos may exist for this station.
 LH0603
 LH0603.The dynamic height is computed by dividing the NAVD 88
 LH0603.geopotential number by the normal gravity value computed on the
 LH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0603.degrees latitude (g = 980.6199 gals.).
 LH0603
 LH0603.The modeled gravity was interpolated from observed gravity values.
 LH0603
 LH0603;                    North         East    Units  Estimated Accuracy
 LH0603;SPC NE       -   122,216.5     549,958.4     MT  (+/- 3 meters HH1 GPS) 
 LH0603
 LH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6576631351(NAD 83)
 LH0603
 LH0603                          SUPERSEDED SURVEY CONTROL
 LH0603
 LH0603  NGVD 29 (??/??/92)  708.624  (m)         2324.88   (f) ADJ UNCH    2 0
 LH0603
 LH0603.Superseded values are not recommended for survey control.
 LH0603
 LH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0603.See file dsdata.pdf to determine how the superseded data were derived.
 LH0603
 LH0603_MARKER: DB = BENCH MARK DISK
 LH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0603_STAMPING: D 315 1950
 LH0603_MARK LOGO: CGS
 LH0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0603+STABILITY: SURFACE MOTION
 LH0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0603+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LH0603
 LH0603  HISTORY     - Date     Condition        Report By
 LH0603  HISTORY     - 1950     MONUMENTED       CGS
 LH0603  HISTORY     - 1983     GOOD             LOCSUR
 LH0603  HISTORY     - 20070416 GOOD             INDIV
 LH0603  HISTORY     - 20200724 GOOD             NEGS
 LH0603
 LH0603                          STATION DESCRIPTION
 LH0603
 LH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0603'0.7 MI W FROM MILLER.
 LH0603'0.7 MILE WEST ALONG NEBRASKA STATE HIGHWAY 40 FROM THE UNION
 LH0603'PACIFIC RAILWAY STATION AT MILLER, AT A ROAD CROSSING, 40 FEET
 LH0603'NORTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY 40, 39.5 FEET
 LH0603'SOUTH OF THE SOUTH RAIL OF THE TRACK, 33 FEET WEST OF THE CENTER
 LH0603'LINE OF GRAVELED ROAD LEADING SOUTHWEST, 3.0 FEET EAST OF A
 LH0603'BRACED TELEPHONE POLE, 1.6 FEET EAST OF A ROAD RIGHT OF WAY FENCE,
 LH0603'1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 LH0603'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LH0603
 LH0603                          STATION RECOVERY (1983)
 LH0603
 LH0603'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0603'RECOVERED IN GOOD CONDITION.
 LH0603
 LH0603                          STATION RECOVERY (2007)
 LH0603
 LH0603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (LLB)
 LH0603'RECOVERED AS DESCRIBED
 LH0603
 LH0603                          STATION RECOVERY (2020)
 LH0603
 LH0603'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0603'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND U.S. HIGHWAY 183,
 LH0603'IN MILLER, NE., GO WEST ON NE. HIGHWAY 40 APPROXIMATELY 1 MI (1.6 KM)
 LH0603'TO THE INTERSECTION OF NE. HIGHWAY 40 AND ARROW ROAD.  THE MARK IS IN
 LH0603'THE NORTHWEST CORNER OF THE INTERSECTION AT MILE POST 64.43.  THE MARK
 LH0603'IS APPROXIMATELY 20.0 FT (6.1 M) WEST OF THE CENTERLINE OF ARROW RD.,
 LH0603'57.0 FT (17.4 M) NORTH OF THE CENTERLINE OF NE. HIGHWAY 40, 7.5 FT
 LH0603'(2.3 M) NORTH OF THE NORTHEAST HIGHWAY 40 AND ARROW ROAD ROAD SIGN,
 LH0603'16.0 FT (4.9 M) NORTHWEST OF A STOP SIGN, 4.3 FT (1.3 M) EAST OF A
 LH0603'WOODEN CORNER FENCE POST AND 1.5 FT (0.5 M) NORTH OF AN ORANGE
 LH0603'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0823 ***********************************************************************
 ML0823  DESIGNATION -  D 316
 ML0823  PID         -  ML0823
 ML0823  STATE/COUNTY-  NE/DAWSON
 ML0823  COUNTRY     -  US
 ML0823  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0823
 ML0823                         *CURRENT SURVEY CONTROL
 ML0823  ______________________________________________________________________
 ML0823* NAD 83(1986) POSITION- 41 00 49.02   (N) 099 41 31.79   (W)   HD_HELD1
 ML0823* NAVD 88 ORTHO HEIGHT -   762.448 (meters)     2501.46  (feet) ADJUSTED
 ML0823  ______________________________________________________________________
 ML0823  GEOID HEIGHT    -        -23.462 (meters)                     GEOID18
 ML0823  DYNAMIC HEIGHT  -        762.008 (meters)     2500.02  (feet) COMP
 ML0823  MODELED GRAVITY -    980,021.8   (mgal)                       NAVD 88
 ML0823
 ML0823  VERT ORDER      -  SECOND    CLASS 0
 ML0823
 ML0823.The horizontal coordinates were determined by differentially corrected
 ML0823.hand held GPS observations or other comparable positioning techniques
 ML0823.and have an estimated accuracy of +/- 3 meters.
 ML0823
 ML0823.The orthometric height was determined by differential leveling and
 ML0823.adjusted by the NATIONAL GEODETIC SURVEY
 ML0823.in June 1991.
 ML0823
 ML0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0823.GEOID18 height accuracy estimate available here.
 ML0823
 ML0823.Click photographs - Photos may exist for this station.
 ML0823
 ML0823.The dynamic height is computed by dividing the NAVD 88
 ML0823.geopotential number by the normal gravity value computed on the
 ML0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0823.degrees latitude (g = 980.6199 gals.).
 ML0823
 ML0823.The modeled gravity was interpolated from observed gravity values.
 ML0823
 ML0823;                    North         East    Units  Estimated Accuracy
 ML0823;SPC NE       -   131,088.7     525,886.6     MT  (+/- 3 meters HH1 GPS) 
 ML0823
 ML0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4179940499(NAD 83)
 ML0823
 ML0823                          SUPERSEDED SURVEY CONTROL
 ML0823
 ML0823  NGVD 29 (??/??/92)  762.154  (m)         2500.50   (f) ADJ UNCH    2 0
 ML0823
 ML0823.Superseded values are not recommended for survey control.
 ML0823
 ML0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0823.See file dsdata.pdf to determine how the superseded data were derived.
 ML0823
 ML0823_MARKER: DB = BENCH MARK DISK
 ML0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0823_STAMPING: D 316 1950
 ML0823_MARK LOGO: CGS
 ML0823_PROJECTION: PROJECTING 12 CENTIMETERS
 ML0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0823+STABILITY: SURFACE MOTION
 ML0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0823+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 ML0823
 ML0823  HISTORY     - Date     Condition        Report By
 ML0823  HISTORY     - 1950     MONUMENTED       CGS
 ML0823  HISTORY     - 20200520 GOOD             NEGS
 ML0823
 ML0823                          STATION DESCRIPTION
 ML0823
 ML0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0823'4.4 MI SW FROM EDDYVILLE.
 ML0823'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0823'POST OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A
 ML0823'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE
 ML0823'1.25 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION
 ML0823'OF A DIRT ROAD LEADING SOUTH, ON THE SOUTH SLOPE OF A HILL,
 ML0823'86 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 2.0 FEET
 ML0823'WEST OF A FENCE LINE, 1.5 FEET NORTH OF A REFERENCE POST,
 ML0823'AND SET IN THE TOP OF A 5.4 FOOT CONCRETE POST PROJECTING
 ML0823'0.4 FOOT ABOVE THE GROUND.
 ML0823
 ML0823                          STATION RECOVERY (2020)
 ML0823
 ML0823'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 ML0823'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 40 AND SPUR 24C WEST OF
 ML0823'EDDYVILLE NE., GO SOUTHEAST ON NE. 40 FOR 0.4 MI (0.6 KM) TO THE
 ML0823'INTERSECTION WITH ROAD 771.  TURN RIGHT ON CO. ROAD 771 AND GO WEST
 ML0823'FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH CO. ROAD 436.  TURN RIGHT
 ML0823'AND GO NORTH ON CO. ROAD 436 FOR 0.75 MI (1.21 KM) TO A T-INTERSECTION
 ML0823'WITH CO. ROAD 771.
 ML0823'
 ML0823'THE MARK IS LOCATED NORTH OF THE INTERSECTION AND ROW, IN A PASTURE
 ML0823'AND IS VISIBLE FROM THE ROAD, 85 FT (25.9 M) NORTH OF THE CENTERLINE
 ML0823'OF CO.  ROAD 771, 36 FT (11.0 M) NORTH OF THE GATE IN AN EAST WEST
 ML0823'FENCE LINE, 40 FT (12.2 M) NORTHWEST OF THE EAST WOODEN GATE POST, 32
 ML0823'FT (9.8 M) NORTHEAST OF THE WEST CONCRETE GATE POST AND 0.5 FT (15 CM)
 ML0823'NORTH OF A METAL WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0067 ***********************************************************************
 MM0067  DESIGNATION -  D 317
 MM0067  PID         -  MM0067
 MM0067  STATE/COUNTY-  NE/CUSTER
 MM0067  COUNTRY     -  US
 MM0067  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0067
 MM0067                         *CURRENT SURVEY CONTROL
 MM0067  ______________________________________________________________________
 MM0067* NAD 83(1986) POSITION- 41 24 02.     (N) 100 07 19.     (W)   SCALED
 MM0067* NAVD 88 ORTHO HEIGHT -   815.724 (meters)     2676.25  (feet) ADJUSTED
 MM0067  ______________________________________________________________________
 MM0067  GEOID HEIGHT    -        -22.148 (meters)                     GEOID18
 MM0067  DYNAMIC HEIGHT  -        815.284 (meters)     2674.81  (feet) COMP
 MM0067  MODELED GRAVITY -    980,056.5   (mgal)                       NAVD 88
 MM0067
 MM0067  VERT ORDER      -  SECOND    CLASS 0
 MM0067
 MM0067.The horizontal coordinates were scaled from a map and have
 MM0067.an estimated accuracy of +/- 6 seconds.
 MM0067
 MM0067.The orthometric height was determined by differential leveling and
 MM0067.adjusted by the NATIONAL GEODETIC SURVEY
 MM0067.in June 1991.
 MM0067
 MM0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0067.GEOID18 height accuracy estimate available here.
 MM0067
 MM0067.Click photographs - Photos may exist for this station.
 MM0067
 MM0067.The dynamic height is computed by dividing the NAVD 88
 MM0067.geopotential number by the normal gravity value computed on the
 MM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0067.degrees latitude (g = 980.6199 gals.).
 MM0067
 MM0067.The modeled gravity was interpolated from observed gravity values.
 MM0067
 MM0067;                    North         East    Units  Estimated Accuracy
 MM0067;SPC NE       -   174,010.      489,810.      MT  (+/- 180 meters Scaled)
 MM0067
 MM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML062838(NAD 83)
 MM0067
 MM0067                          SUPERSEDED SURVEY CONTROL
 MM0067
 MM0067  NGVD 29 (??/??/92)  815.476  (m)         2675.44   (f) ADJ UNCH    2 0
 MM0067
 MM0067.Superseded values are not recommended for survey control.
 MM0067
 MM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0067.See file dsdata.pdf to determine how the superseded data were derived.
 MM0067
 MM0067_MARKER: DB = BENCH MARK DISK
 MM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0067_STAMPING: D 317 1950
 MM0067_MARK LOGO: CGS
 MM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0067+STABILITY: SURFACE MOTION
 MM0067
 MM0067  HISTORY     - Date     Condition        Report By
 MM0067  HISTORY     - 1950     MONUMENTED       CGS
 MM0067
 MM0067                          STATION DESCRIPTION
 MM0067
 MM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0067'4.8 MI SE FROM ARNOLD.
 MM0067'3.0 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE HIGHWAY
 MM0067'NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD, THENCE
 MM0067'0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST
 MM0067'ALONG A GRAVELED ROAD, ONE POLE NORTHWEST OF MILEPOST NO. 79,
 MM0067'43 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 34 FEET
 MM0067'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 12.4 FEET
 MM0067'NORTHWEST OF A TELEPHONE POLE, 4.4 FEET SOUTHWEST OF A RIGHT OF
 MM0067'WAY FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE
 MM0067'TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0807 ***********************************************************************
 ML0807  DESIGNATION -  D 318
 ML0807  PID         -  ML0807
 ML0807  STATE/COUNTY-  NE/CUSTER
 ML0807  COUNTRY     -  US
 ML0807  USGS QUAD   -  CALLAWAY NW (2017)
 ML0807
 ML0807                         *CURRENT SURVEY CONTROL
 ML0807  ______________________________________________________________________
 ML0807* NAD 83(1986) POSITION- 41 26 14.     (N) 099 56 35.     (W)   SCALED
 ML0807* NAVD 88 ORTHO HEIGHT -   887.134 (meters)     2910.54  (feet) ADJUSTED
 ML0807  ______________________________________________________________________
 ML0807  GEOID HEIGHT    -        -22.351 (meters)                     GEOID18
 ML0807  DYNAMIC HEIGHT  -        886.651 (meters)     2908.95  (feet) COMP
 ML0807  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 ML0807
 ML0807  VERT ORDER      -  SECOND    CLASS 0
 ML0807
 ML0807.The horizontal coordinates were scaled from a map and have
 ML0807.an estimated accuracy of +/- 6 seconds.
 ML0807
 ML0807.The orthometric height was determined by differential leveling and
 ML0807.adjusted by the NATIONAL GEODETIC SURVEY
 ML0807.in June 1991.
 ML0807
 ML0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0807.GEOID18 height accuracy estimate available here.
 ML0807
 ML0807.Click photographs - Photos may exist for this station.
 ML0807
 ML0807.The dynamic height is computed by dividing the NAVD 88
 ML0807.geopotential number by the normal gravity value computed on the
 ML0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0807.degrees latitude (g = 980.6199 gals.).
 ML0807
 ML0807.The modeled gravity was interpolated from observed gravity values.
 ML0807
 ML0807;                    North         East    Units  Estimated Accuracy
 ML0807;SPC NE       -   178,070.      504,760.      MT  (+/- 180 meters Scaled)
 ML0807
 ML0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML212877(NAD 83)
 ML0807
 ML0807                          SUPERSEDED SURVEY CONTROL
 ML0807
 ML0807  NGVD 29 (??/??/92)  886.884  (m)         2909.72   (f) ADJ UNCH    2 0
 ML0807
 ML0807.Superseded values are not recommended for survey control.
 ML0807
 ML0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0807.See file dsdata.pdf to determine how the superseded data were derived.
 ML0807
 ML0807_MARKER: DB = BENCH MARK DISK
 ML0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0807_STAMPING: D 318 1950
 ML0807_MARK LOGO: CGS
 ML0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0807+STABILITY: SURFACE MOTION
 ML0807
 ML0807  HISTORY     - Date     Condition        Report By
 ML0807  HISTORY     - 1950     MONUMENTED       CGS
 ML0807
 ML0807                          STATION DESCRIPTION
 ML0807
 ML0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0807'13 MI SW FROM MERNA.
 ML0807'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0807'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0807'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0807'3.1 MILES SOUTH ALONG A DIRT ROAD, 0.4 MILE EAST OF A LARGE
 ML0807'WHITE FARMHOUSE WHICH SETS ON A HILL, 540 FEET WEST OF THE SOUTH
 ML0807'END OF A GROVE OF TREES, 82 FEET SOUTHWEST OF THE CENTER LINE
 ML0807'OF A DIRT ROAD LEADING SOUTHEAST, 27 FEET WEST OF THE CENTER
 ML0807'LINE OF A PRIVATE DIRT ROAD LEADING SOUTH, 1.5 FEET EAST OF A
 ML0807'FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0807'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0913 ***********************************************************************
 ML0913  DESIGNATION -  D 319
 ML0913  PID         -  ML0913
 ML0913  STATE/COUNTY-  NE/CUSTER
 ML0913  COUNTRY     -  US
 ML0913  USGS QUAD   -  MILBURN (2017)
 ML0913
 ML0913                         *CURRENT SURVEY CONTROL
 ML0913  ______________________________________________________________________
 ML0913* NAD 83(1986) POSITION- 41 43 12.     (N) 099 43 18.     (W)   SCALED
 ML0913* NAVD 88 ORTHO HEIGHT -   760.704 (meters)     2495.74  (feet) ADJUSTED
 ML0913  ______________________________________________________________________
 ML0913  GEOID HEIGHT    -        -22.586 (meters)                     GEOID18
 ML0913  DYNAMIC HEIGHT  -        760.315 (meters)     2494.47  (feet) COMP
 ML0913  MODELED GRAVITY -    980,087.0   (mgal)                       NAVD 88
 ML0913
 ML0913  VERT ORDER      -  SECOND    CLASS 0
 ML0913
 ML0913.The horizontal coordinates were scaled from a map and have
 ML0913.an estimated accuracy of +/- 6 seconds.
 ML0913
 ML0913.The orthometric height was determined by differential leveling and
 ML0913.adjusted by the NATIONAL GEODETIC SURVEY
 ML0913.in June 1991.
 ML0913
 ML0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0913.GEOID18 height accuracy estimate available here.
 ML0913
 ML0913.Click photographs - Photos may exist for this station.
 ML0913
 ML0913.The dynamic height is computed by dividing the NAVD 88
 ML0913.geopotential number by the normal gravity value computed on the
 ML0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0913.degrees latitude (g = 980.6199 gals.).
 ML0913
 ML0913.The modeled gravity was interpolated from observed gravity values.
 ML0913
 ML0913;                    North         East    Units  Estimated Accuracy
 ML0913;SPC NE       -   209,510.      523,150.      MT  (+/- 180 meters Scaled)
 ML0913
 ML0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM399189(NAD 83)
 ML0913
 ML0913                          SUPERSEDED SURVEY CONTROL
 ML0913
 ML0913  NGVD 29 (??/??/92)  760.419  (m)         2494.81   (f) ADJ UNCH    2 0
 ML0913
 ML0913.Superseded values are not recommended for survey control.
 ML0913
 ML0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0913.See file dsdata.pdf to determine how the superseded data were derived.
 ML0913
 ML0913_MARKER: DB = BENCH MARK DISK
 ML0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0913_STAMPING: D 319 1950
 ML0913_MARK LOGO: CGS
 ML0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0913+STABILITY: SURFACE MOTION
 ML0913
 ML0913  HISTORY     - Date     Condition        Report By
 ML0913  HISTORY     - 1950     MONUMENTED       CGS
 ML0913  HISTORY     - 1984     GOOD             NGS
 ML0913
 ML0913                          STATION DESCRIPTION
 ML0913
 ML0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0913'0.5 MI E FROM MILBURN.
 ML0913'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0913'ON THE SOUTH SLOPE OF A HILL, 104 FEET NORTHEAST OF THE CENTER
 ML0913'OF THE DIRT ROAD, 80 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 ML0913'TRACK ROAD LEADING EAST, 33 FEET WEST OF THE CENTER LINE OF A TRACK
 ML0913'ROAD LEADING NORTH, 1 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A
 ML0913'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0913'0.2 FOOT ABOVE THE GROUND.
 ML0913
 ML0913                          STATION RECOVERY (1984)
 ML0913
 ML0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0913'0.80 KM (0.05 MI) EAST ALONG A GRADED ROAD FROM THE MILBURN COMMUNITY
 ML0913'CHURCH, AT MILBURN, 28.7 M (14.0 FT) NORTH FROM THE CENTERLINE OF THE
 ML0913'ROAD, 20.00 M (65.8 FT) NORTHWEST FROM A JUNCTION POWERLINE POLE,
 ML0913'4.40 M (14.5 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0264 ***********************************************************************
 MM0264  DESIGNATION -  D 32
 MM0264  PID         -  MM0264
 MM0264  STATE/COUNTY-  NE/GRANT
 MM0264  COUNTRY     -  US
 MM0264  USGS QUAD   -  GEORGE LAKE SE (2017)
 MM0264
 MM0264                         *CURRENT SURVEY CONTROL
 MM0264  ______________________________________________________________________
 MM0264* NAD 83(1986) POSITION- 41 49 33.70   (N) 101 45 37.03   (W)   HD_HELD1
 MM0264* NAVD 88 ORTHO HEIGHT -  1129.247 (meters)     3704.87  (feet) ADJUSTED
 MM0264  ______________________________________________________________________
 MM0264  GEOID HEIGHT    -        -19.540 (meters)                     GEOID18
 MM0264  DYNAMIC HEIGHT  -       1128.606 (meters)     3702.77  (feet) COMP
 MM0264  MODELED GRAVITY -    980,015.6   (mgal)                       NAVD 88
 MM0264
 MM0264  VERT ORDER      -  SECOND    CLASS 0
 MM0264
 MM0264.The horizontal coordinates were determined by differentially corrected
 MM0264.hand held GPS observations or other comparable positioning techniques
 MM0264.and have an estimated accuracy of +/- 3 meters.
 MM0264
 MM0264.The orthometric height was determined by differential leveling and
 MM0264.adjusted by the NATIONAL GEODETIC SURVEY
 MM0264.in June 1991.
 MM0264
 MM0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0264.GEOID18 height accuracy estimate available here.
 MM0264
 MM0264.Click photographs - Photos may exist for this station.
 MM0264
 MM0264.The dynamic height is computed by dividing the NAVD 88
 MM0264.geopotential number by the normal gravity value computed on the
 MM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0264.degrees latitude (g = 980.6199 gals.).
 MM0264
 MM0264.The modeled gravity was interpolated from observed gravity values.
 MM0264
 MM0264;                    North         East    Units  Estimated Accuracy
 MM0264;SPC NE       -   222,728.9     353,820.1     MT  (+/- 3 meters HH1 GPS) 
 MM0264
 MM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7076834144(NAD 83)
 MM0264
 MM0264                          SUPERSEDED SURVEY CONTROL
 MM0264
 MM0264  NGVD 29 (??/??/92) 1128.781  (m)         3703.34   (f) ADJ UNCH    2 0
 MM0264
 MM0264.Superseded values are not recommended for survey control.
 MM0264
 MM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0264.See file dsdata.pdf to determine how the superseded data were derived.
 MM0264
 MM0264_MARKER: DB = BENCH MARK DISK
 MM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0264_STAMPING: D 32 1934
 MM0264_MARK LOGO: CGS
 MM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0264+STABILITY: SURFACE MOTION
 MM0264
 MM0264  HISTORY     - Date     Condition        Report By
 MM0264  HISTORY     - 1934     MONUMENTED       CGS
 MM0264
 MM0264                          STATION DESCRIPTION
 MM0264
 MM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0264'15.7 MI SE FROM HYANNIS.
 MM0264'15.7 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0264'COUNTY, AT THE INTERSECTION OF THE LINE OF A NORTHEAST-AND-SOUTHWEST
 MM0264'FENCE, 90 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 MM0264'5 FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED D 32
 MM0264'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0837 ***********************************************************************
 LH0837  DESIGNATION -  D 320
 LH0837  PID         -  LH0837
 LH0837  STATE/COUNTY-  NE/DAWSON
 LH0837  COUNTRY     -  US
 LH0837  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0837
 LH0837                         *CURRENT SURVEY CONTROL
 LH0837  ______________________________________________________________________
 LH0837* NAD 83(1986) POSITION- 40 51 32.     (N) 099 49 32.     (W)   SCALED
 LH0837* NAVD 88 ORTHO HEIGHT -   747.959 (meters)     2453.93  (feet) ADJUSTED
 LH0837  ______________________________________________________________________
 LH0837  GEOID HEIGHT    -        -23.580 (meters)                     GEOID18
 LH0837  DYNAMIC HEIGHT  -        747.523 (meters)     2452.50  (feet) COMP
 LH0837  MODELED GRAVITY -    980,016.6   (mgal)                       NAVD 88
 LH0837
 LH0837  VERT ORDER      -  SECOND    CLASS 0
 LH0837
 LH0837.The horizontal coordinates were scaled from a map and have
 LH0837.an estimated accuracy of +/- 6 seconds.
 LH0837
 LH0837.The orthometric height was determined by differential leveling and
 LH0837.adjusted by the NATIONAL GEODETIC SURVEY
 LH0837.in June 1991.
 LH0837
 LH0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0837.GEOID18 height accuracy estimate available here.
 LH0837
 LH0837.Click photographs - Photos may exist for this station.
 LH0837
 LH0837.The dynamic height is computed by dividing the NAVD 88
 LH0837.geopotential number by the normal gravity value computed on the
 LH0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0837.degrees latitude (g = 980.6199 gals.).
 LH0837
 LH0837.The modeled gravity was interpolated from observed gravity values.
 LH0837
 LH0837;                    North         East    Units  Estimated Accuracy
 LH0837;SPC NE       -   113,880.      514,700.      MT  (+/- 180 meters Scaled)
 LH0837
 LH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML304234(NAD 83)
 LH0837
 LH0837                          SUPERSEDED SURVEY CONTROL
 LH0837
 LH0837  NGVD 29 (??/??/92)  747.667  (m)         2452.97   (f) ADJ UNCH    2 0
 LH0837
 LH0837.Superseded values are not recommended for survey control.
 LH0837
 LH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0837.See file dsdata.pdf to determine how the superseded data were derived.
 LH0837
 LH0837_MARKER: DB = BENCH MARK DISK
 LH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0837_STAMPING: D 320 1950
 LH0837_MARK LOGO: CGS
 LH0837_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0837+STABILITY: SURFACE MOTION
 LH0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0837+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2020
 LH0837
 LH0837  HISTORY     - Date     Condition        Report By
 LH0837  HISTORY     - 1950     MONUMENTED       CGS
 LH0837  HISTORY     - 20200518 GOOD             NEGS
 LH0837
 LH0837                          STATION DESCRIPTION
 LH0837
 LH0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0837'9.8 MI NW FROM LEXINGTON.
 LH0837'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0837'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0837'STATE HIGHWAY 21, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD,
 LH0837'AT THE FARM HOME OF J.A. GLUENKIN, 67 FEET SOUTHWEST OF THE
 LH0837'SOUTHWEST CORNER OF THE FARMHOUSE, 75 FEET WEST OF A POWER POLE,
 LH0837'67 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0837'44 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 LH0837'7 FEET NORTH OF THE SOUTHWEST CORNER OF THE YARD FENCE, 1 FOOT
 LH0837'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 LH0837'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LH0837'GROUND.
 LH0837
 LH0837                          STATION RECOVERY (2020)
 LH0837
 LH0837'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0837'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND NE. HIGHWAY 21
 LH0837'IN LEXINGTON, GO NORTH ON NE. 21 FOR 5.5 MI (8.8 KM) TO THE
 LH0837'INTERSECTION WITH CO.  ROAD 761.  TURN LEFT (WEST) ON CO. ROAD 761 AND
 LH0837'GO 4 MI (6.4 KM) TO THE INTERSECTION WITH CO. ROAD 429.  THE MARK IS
 LH0837'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION IN A FARM YARD.
 LH0837'
 LH0837'IT IS 67 FT (20.4 M) EAST OF THE CENTERLINE OF 429 ROAD, 67 FT (20.4
 LH0837'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE AND 45 FT (13.7
 LH0837'M) NORTH OF THE CENTERLINE OF CO. ROAD 761.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0003 ***********************************************************************
 LJ0003  DESIGNATION -  D 321
 LJ0003  PID         -  LJ0003
 LJ0003  STATE/COUNTY-  NE/DAWSON
 LJ0003  COUNTRY     -  US
 LJ0003  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0003
 LJ0003                         *CURRENT SURVEY CONTROL
 LJ0003  ______________________________________________________________________
 LJ0003* NAD 83(1986) POSITION- 40 52 28.     (N) 100 02 00.     (W)   SCALED
 LJ0003* NAVD 88 ORTHO HEIGHT -   764.609 (meters)     2508.55  (feet) ADJUSTED
 LJ0003  ______________________________________________________________________
 LJ0003  GEOID HEIGHT    -        -23.339 (meters)                     GEOID18
 LJ0003  DYNAMIC HEIGHT  -        764.159 (meters)     2507.08  (feet) COMP
 LJ0003  MODELED GRAVITY -    980,010.2   (mgal)                       NAVD 88
 LJ0003
 LJ0003  VERT ORDER      -  SECOND    CLASS 0
 LJ0003
 LJ0003.The horizontal coordinates were scaled from a map and have
 LJ0003.an estimated accuracy of +/- 6 seconds.
 LJ0003
 LJ0003.The orthometric height was determined by differential leveling and
 LJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0003.in June 1991.
 LJ0003
 LJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0003.GEOID18 height accuracy estimate available here.
 LJ0003
 LJ0003.Click photographs - Photos may exist for this station.
 LJ0003
 LJ0003.The dynamic height is computed by dividing the NAVD 88
 LJ0003.geopotential number by the normal gravity value computed on the
 LJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0003.degrees latitude (g = 980.6199 gals.).
 LJ0003
 LJ0003.The modeled gravity was interpolated from observed gravity values.
 LJ0003
 LJ0003;                    North         East    Units  Estimated Accuracy
 LJ0003;SPC NE       -   115,590.      497,190.      MT  (+/- 180 meters Scaled)
 LJ0003
 LJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML129253(NAD 83)
 LJ0003
 LJ0003                          SUPERSEDED SURVEY CONTROL
 LJ0003
 LJ0003  NGVD 29 (??/??/92)  764.318  (m)         2507.60   (f) ADJ UNCH    2 0
 LJ0003
 LJ0003.Superseded values are not recommended for survey control.
 LJ0003
 LJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0003
 LJ0003_MARKER: DB = BENCH MARK DISK
 LJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0003_STAMPING: D 321 1950
 LJ0003_MARK LOGO: CGS
 LJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0003+STABILITY: SURFACE MOTION
 LJ0003
 LJ0003  HISTORY     - Date     Condition        Report By
 LJ0003  HISTORY     - 1950     MONUMENTED       CGS
 LJ0003  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0003
 LJ0003                          STATION DESCRIPTION
 LJ0003
 LJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0003'2.9 MI NW FROM COZAD.
 LJ0003'2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LJ0003'STATION AT COZAD, 4 POLES NORTHWEST OF MILEPOST 241, 97 FEET
 LJ0003'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 123 FEET EAST
 LJ0003'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 35 FEET NORTHEAST
 LJ0003'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 13 FEET
 LJ0003'SOUTHWEST OF THE RIGHT OF WAY FENCE, 5.6 FEET EAST OF A TELEPHONE
 LJ0003'POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LJ0003'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LJ0003
 LJ0003                          STATION RECOVERY (1986)
 LJ0003
 LJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0003'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 LJ0003'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0529 ***********************************************************************
 LH0529  DESIGNATION -  D 322
 LH0529  PID         -  LH0529
 LH0529  STATE/COUNTY-  NE/BUFFALO
 LH0529  COUNTRY     -  US
 LH0529  USGS QUAD   -  ELM CREEK EAST (2017)
 LH0529
 LH0529                         *CURRENT SURVEY CONTROL
 LH0529  ______________________________________________________________________
 LH0529* NAD 83(1986) POSITION- 40 42 16.     (N) 099 16 28.     (W)   SCALED
 LH0529* NAVD 88 ORTHO HEIGHT -   678.864 (meters)     2227.24  (feet) ADJUSTED
 LH0529  ______________________________________________________________________
 LH0529  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 LH0529  DYNAMIC HEIGHT  -        678.472 (meters)     2225.95  (feet) COMP
 LH0529  MODELED GRAVITY -    980,025.6   (mgal)                       NAVD 88
 LH0529
 LH0529  VERT ORDER      -  FIRST     CLASS II
 LH0529
 LH0529.The horizontal coordinates were scaled from a map and have
 LH0529.an estimated accuracy of +/- 6 seconds.
 LH0529
 LH0529.The orthometric height was determined by differential leveling and
 LH0529.adjusted by the NATIONAL GEODETIC SURVEY
 LH0529.in May 1993.
 LH0529
 LH0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0529.GEOID18 height accuracy estimate available here.
 LH0529
 LH0529.Click photographs - Photos may exist for this station.
 LH0529
 LH0529.The dynamic height is computed by dividing the NAVD 88
 LH0529.geopotential number by the normal gravity value computed on the
 LH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0529.degrees latitude (g = 980.6199 gals.).
 LH0529
 LH0529.The modeled gravity was interpolated from observed gravity values.
 LH0529
 LH0529;                    North         East    Units  Estimated Accuracy
 LH0529;SPC NE       -    96,980.      561,300.      MT  (+/- 180 meters Scaled)
 LH0529
 LH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML768059(NAD 83)
 LH0529
 LH0529                          SUPERSEDED SURVEY CONTROL
 LH0529
 LH0529  NAVD 88 (06/15/91)  678.898  (m)         2227.35   (f) SUPERSEDED  1 2
 LH0529  NGVD 29 (02/14/92)  678.605  (m)         2226.39   (f) ADJUSTED    1 2
 LH0529  NGVD 29 (??/??/87)  678.639  (m)         2226.50   (f) SUPERSEDED  1 2
 LH0529
 LH0529.Superseded values are not recommended for survey control.
 LH0529
 LH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0529.See file dsdata.pdf to determine how the superseded data were derived.
 LH0529
 LH0529_MARKER: DB = BENCH MARK DISK
 LH0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0529_STAMPING: D 322 1950
 LH0529_MARK LOGO: CGS
 LH0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0529+STABILITY: SURFACE MOTION
 LH0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0529+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1997
 LH0529
 LH0529  HISTORY     - Date     Condition        Report By
 LH0529  HISTORY     - 1950     MONUMENTED       CGS
 LH0529  HISTORY     - 19910923 GOOD             NGS
 LH0529  HISTORY     - 19971001 GOOD             LOCENG
 LH0529
 LH0529                          STATION DESCRIPTION
 LH0529
 LH0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0529'1 MI W FROM ODESSA.
 LH0529'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0529'AT ODESSA, AT A ROAD CROSSING, 134 FEET WEST OF THE CENTER LINE
 LH0529'OF A NORTH AND SOUTH ROAD, 92 FEET SOUTH OF THE CENTER LINE OF
 LH0529'U.S. HIGHWAY 30, 47 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LH0529'TRACK, 9.4 FEET NORTH OF A TELEGRAPH POLE, 1 FOOT SOUTH OF A
 LH0529'FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0529'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0529
 LH0529                          STATION RECOVERY (1991)
 LH0529
 LH0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0529'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0529'U.S. HIGHWAY 183 IN ELM CREEK, 41.0 M (134.5 FT) WEST OF THE CENTER
 LH0529'OF A GRAVELED ROAD, 27.8 M (91.2 FT) SOUTH OF AND LEVEL WITH THE
 LH0529'HIGHWAY CENTERLINE, 15.2 M (49.9 FT) EAST OF A UTILITY POLE WITH A
 LH0529'GUY CABLE, 14.0 M (45.9 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH0529'PACIFIC RAILROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 LH0529'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LH0529
 LH0529                          STATION RECOVERY (1997)
 LH0529
 LH0529'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (RD)
 LH0529'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0529'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1122 ***********************************************************************
 AI1122  DESIGNATION -  D 322 RESET
 AI1122  PID         -  AI1122
 AI1122  STATE/COUNTY-  NE/BUFFALO
 AI1122  COUNTRY     -  US
 AI1122  USGS QUAD   -  ELM CREEK EAST (2017)
 AI1122
 AI1122                         *CURRENT SURVEY CONTROL
 AI1122  ______________________________________________________________________
 AI1122* NAD 83(1986) POSITION- 40 42 16.3    (N) 099 16 28.1    (W)   HD_HELD2
 AI1122* NAVD 88 ORTHO HEIGHT -   678.30  (meters)     2225.4   (feet) RESET
 AI1122  ______________________________________________________________________
 AI1122  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 AI1122  VERT ORDER      -  THIRD
 AI1122
 AI1122.The horizontal coordinates were established by autonomous hand held GPS
 AI1122.observations and have an estimated accuracy of +/- 10 meters.
 AI1122
 AI1122.The orthometric height was computed from unverified reset data.
 AI1122
 AI1122.No vertical observational check was made to the station.
 AI1122
 AI1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1122.GEOID18 height accuracy estimate available here.
 AI1122
 AI1122.Click photographs - Photos may exist for this station.
 AI1122
 AI1122;                    North         East    Units  Estimated Accuracy
 AI1122;SPC NE       -    96,985.      561,298.      MT  (+/- 10 meters HH2 GPS)
 AI1122
 AI1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7681305993(NAD 83)
 AI1122
 AI1122                          SUPERSEDED SURVEY CONTROL
 AI1122
 AI1122.No superseded survey control is available for this station.
 AI1122
 AI1122_MARKER: DV = VERTICAL CONTROL DISK
 AI1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1122_STAMPING: D 322 RESET 1997
 AI1122_MARK LOGO: NGS
 AI1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1122+STABILITY: SURFACE MOTION
 AI1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1122+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1122
 AI1122  HISTORY     - Date     Condition        Report By
 AI1122  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI1122
 AI1122                          STATION DESCRIPTION
 AI1122
 AI1122'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 AI1122'1.0 MI (1.6 KM) WEST OF ODESSA, IN THE SE1/4, SEC32, T9N, R17W,
 AI1122'BETWEEN U.S.  HIGHWAY 30 AND THE UNION PACIFIC RAILROAD TRACKS, IN THE
 AI1122'SOUTHWEST ANGLE OF THE INTERSECTION OF THE HIGHWAY WITH AMHERST ROAD,
 AI1122'25.69 M (84.28 FT) NORTH OF THE NORTHERNMOST RAIL, 19.62 M (64.37 FT)
 AI1122'WEST OF THE CENTERLINE OF AMHERST ROAD, 16.20 M (53.15 FT) SOUTH OF
 AI1122'THE CENTERLINE OF THE HIGHWAY AND 0.59 M (1.94 FT) NORTH OF A WITNESS
 AI1122'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0679 ***********************************************************************
 ML0679  DESIGNATION -  D 323
 ML0679  PID         -  ML0679
 ML0679  STATE/COUNTY-  NE/VALLEY
 ML0679  COUNTRY     -  US
 ML0679  USGS QUAD   -  ARCADIA WEST (2017)
 ML0679
 ML0679                         *CURRENT SURVEY CONTROL
 ML0679  ______________________________________________________________________
 ML0679* NAD 83(1986) POSITION- 41 27 54.     (N) 099 10 25.     (W)   SCALED
 ML0679* NAVD 88 ORTHO HEIGHT -   668.078 (meters)     2191.85  (feet) ADJUSTED
 ML0679  ______________________________________________________________________
 ML0679  GEOID HEIGHT    -        -23.518 (meters)                     GEOID18
 ML0679  DYNAMIC HEIGHT  -        667.741 (meters)     2190.75  (feet) COMP
 ML0679  MODELED GRAVITY -    980,097.8   (mgal)                       NAVD 88
 ML0679
 ML0679  VERT ORDER      -  FIRST     CLASS II
 ML0679
 ML0679.The horizontal coordinates were scaled from a map and have
 ML0679.an estimated accuracy of +/- 6 seconds.
 ML0679
 ML0679.The orthometric height was determined by differential leveling and
 ML0679.adjusted by the NATIONAL GEODETIC SURVEY
 ML0679.in June 1991.
 ML0679
 ML0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0679.GEOID18 height accuracy estimate available here.
 ML0679
 ML0679.Click photographs - Photos may exist for this station.
 ML0679
 ML0679.The dynamic height is computed by dividing the NAVD 88
 ML0679.geopotential number by the normal gravity value computed on the
 ML0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0679.degrees latitude (g = 980.6199 gals.).
 ML0679
 ML0679.The modeled gravity was interpolated from observed gravity values.
 ML0679
 ML0679;                    North         East    Units  Estimated Accuracy
 ML0679;SPC NE       -   181,490.      569,010.      MT  (+/- 180 meters Scaled)
 ML0679
 ML0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML855903(NAD 83)
 ML0679
 ML0679                          SUPERSEDED SURVEY CONTROL
 ML0679
 ML0679  NGVD 29 (??/??/92)  667.829  (m)         2191.04   (f) ADJ UNCH    1 2
 ML0679
 ML0679.Superseded values are not recommended for survey control.
 ML0679
 ML0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0679.See file dsdata.pdf to determine how the superseded data were derived.
 ML0679
 ML0679_MARKER: DB = BENCH MARK DISK
 ML0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0679_STAMPING: D 323 1950
 ML0679_MARK LOGO: CGS
 ML0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0679+STABILITY: SURFACE MOTION
 ML0679
 ML0679  HISTORY     - Date     Condition        Report By
 ML0679  HISTORY     - 1950     MONUMENTED       CGS
 ML0679
 ML0679                          STATION DESCRIPTION
 ML0679
 ML0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0679'3.3 MI NW FROM ARCADIA.
 ML0679'3.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0679'RAILROAD FROM THE STATION AT ARCADIA, AT A ROAD CROSSING, 130
 ML0679'FEET WEST OF MILEPOST 57, 70 FEET SOUTHWEST OF THE SOUTHWEST
 ML0679'RAIL, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET
 ML0679'NORTHEAST OF A POWER POLE, 18 FEET SOUTHWEST OF A FENCE, 1.6
 ML0679'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0679'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0953 ***********************************************************************
 ML0953  DESIGNATION -  D 324
 ML0953  PID         -  ML0953
 ML0953  STATE/COUNTY-  NE/BLAINE
 ML0953  COUNTRY     -  US
 ML0953  USGS QUAD   -  ALMERIA SW (2017)
 ML0953
 ML0953                         *CURRENT SURVEY CONTROL
 ML0953  ______________________________________________________________________
 ML0953* NAD 83(1986) POSITION- 41 50 42.     (N) 099 43 31.     (W)   SCALED
 ML0953* NAVD 88 ORTHO HEIGHT -   774.410 (meters)     2540.71  (feet) ADJUSTED
 ML0953  ______________________________________________________________________
 ML0953  GEOID HEIGHT    -        -22.564 (meters)                     GEOID18
 ML0953  DYNAMIC HEIGHT  -        774.031 (meters)     2539.47  (feet) COMP
 ML0953  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 ML0953
 ML0953  VERT ORDER      -  SECOND    CLASS 0
 ML0953
 ML0953.The horizontal coordinates were scaled from a map and have
 ML0953.an estimated accuracy of +/- 6 seconds.
 ML0953
 ML0953.The orthometric height was determined by differential leveling and
 ML0953.adjusted by the NATIONAL GEODETIC SURVEY
 ML0953.in June 1991.
 ML0953
 ML0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0953.GEOID18 height accuracy estimate available here.
 ML0953
 ML0953.Click photographs - Photos may exist for this station.
 ML0953
 ML0953.The dynamic height is computed by dividing the NAVD 88
 ML0953.geopotential number by the normal gravity value computed on the
 ML0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0953.degrees latitude (g = 980.6199 gals.).
 ML0953
 ML0953.The modeled gravity was interpolated from observed gravity values.
 ML0953
 ML0953;                    North         East    Units  Estimated Accuracy
 ML0953;SPC NE       -   223,380.      522,810.      MT  (+/- 180 meters Scaled)
 ML0953
 ML0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM397328(NAD 83)
 ML0953
 ML0953                          SUPERSEDED SURVEY CONTROL
 ML0953
 ML0953  NGVD 29 (??/??/92)  774.132  (m)         2539.80   (f) ADJ UNCH    2 0
 ML0953
 ML0953.Superseded values are not recommended for survey control.
 ML0953
 ML0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0953.See file dsdata.pdf to determine how the superseded data were derived.
 ML0953
 ML0953_MARKER: DB = BENCH MARK DISK
 ML0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0953_STAMPING: D 324 1950
 ML0953_MARK LOGO: CGS
 ML0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0953+STABILITY: SURFACE MOTION
 ML0953
 ML0953  HISTORY     - Date     Condition        Report By
 ML0953  HISTORY     - 1950     MONUMENTED       CGS
 ML0953
 ML0953                          STATION DESCRIPTION
 ML0953
 ML0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0953'12.5 MI NW FROM ALMERIA.
 ML0953'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0953'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0953'3.35 MILES WEST ALONG A SAND ROAD, THENCE 1.9 MILES NORTH ALONG
 ML0953'A SAND ROAD, 250 FEET EAST OF A FARMHOUSE, 125 FEET NORTH OF
 ML0953'A CATTLE GUARD, 59 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 ML0953'ROAD, 45 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0953'19 FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, 2
 ML0953'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0953'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 ML0953'0.8 MILE SOUTH OF BENCH MARK W 314.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1482 ***********************************************************************
 MK1482  DESIGNATION -  D 325
 MK1482  PID         -  MK1482
 MK1482  STATE/COUNTY-  NE/POLK
 MK1482  COUNTRY     -  US
 MK1482  USGS QUAD   -  CLARKS (2017)
 MK1482
 MK1482                         *CURRENT SURVEY CONTROL
 MK1482  ______________________________________________________________________
 MK1482* NAD 83(1986) POSITION- 41 08 53.     (N) 097 48 32.     (W)   SCALED
 MK1482* NAVD 88 ORTHO HEIGHT -   538.211 (meters)     1765.78  (feet) ADJUSTED
 MK1482  ______________________________________________________________________
 MK1482  GEOID HEIGHT    -        -25.495 (meters)                     GEOID18
 MK1482  DYNAMIC HEIGHT  -        537.944 (meters)     1764.90  (feet) COMP
 MK1482  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 MK1482
 MK1482  VERT ORDER      -  SECOND    CLASS 0
 MK1482
 MK1482.The horizontal coordinates were scaled from a map and have
 MK1482.an estimated accuracy of +/- 6 seconds.
 MK1482
 MK1482.The orthometric height was determined by differential leveling and
 MK1482.adjusted by the NATIONAL GEODETIC SURVEY
 MK1482.in June 1991.
 MK1482
 MK1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1482.GEOID18 height accuracy estimate available here.
 MK1482
 MK1482.Click photographs - Photos may exist for this station.
 MK1482
 MK1482.The dynamic height is computed by dividing the NAVD 88
 MK1482.geopotential number by the normal gravity value computed on the
 MK1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1482.degrees latitude (g = 980.6199 gals.).
 MK1482
 MK1482.The modeled gravity was interpolated from observed gravity values.
 MK1482
 MK1482;                    North         East    Units  Estimated Accuracy
 MK1482;SPC NE       -   148,300.      683,860.      MT  (+/- 180 meters Scaled)
 MK1482
 MK1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL999558(NAD 83)
 MK1482
 MK1482                          SUPERSEDED SURVEY CONTROL
 MK1482
 MK1482  NGVD 29 (??/??/92)  537.996  (m)         1765.08   (f) ADJ UNCH    2 0
 MK1482
 MK1482.Superseded values are not recommended for survey control.
 MK1482
 MK1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1482.See file dsdata.pdf to determine how the superseded data were derived.
 MK1482
 MK1482_MARKER: DB = BENCH MARK DISK
 MK1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1482_STAMPING: D 325 1950
 MK1482_MARK LOGO: CGS
 MK1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1482+STABILITY: SURFACE MOTION
 MK1482
 MK1482  HISTORY     - Date     Condition        Report By
 MK1482  HISTORY     - 1950     MONUMENTED       CGS
 MK1482
 MK1482                          STATION DESCRIPTION
 MK1482
 MK1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1482'8.7 MI SE FROM CLARKS.
 MK1482'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MK1482'THE STATION AT CLARKS, THENCE 3.5 MILES SOUTHEAST ALONG U.S.
 MK1482'HIGHWAY 30 A, THENCE 2.5 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1482'AT A ROAD INTERSECTION, AT THE WEST END OF AN EAST AND WEST
 MK1482'WINDBREAK, 109 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1482'ROAD, 49 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1482'22 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND
 MK1482'SOUTHEAST ROAD, 1.3 FEET NORTHEAST OF A FENCE, 2.4 FEET NORTHEAST
 MK1482'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1482'PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1482'NORTH OF BENCH MARK E 325.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1500 ***********************************************************************
 MK1500  DESIGNATION -  D 326
 MK1500  PID         -  MK1500
 MK1500  STATE/COUNTY-  NE/POLK
 MK1500  COUNTRY     -  US
 MK1500  USGS QUAD   -  STROMSBURG (2017)
 MK1500
 MK1500                         *CURRENT SURVEY CONTROL
 MK1500  ______________________________________________________________________
 MK1500* NAD 83(1986) POSITION- 41 07 09.     (N) 097 33 35.     (W)   SCALED
 MK1500* NAVD 88 ORTHO HEIGHT -   502.851 (meters)     1649.77  (feet) ADJUSTED
 MK1500  ______________________________________________________________________
 MK1500  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 MK1500  DYNAMIC HEIGHT  -        502.602 (meters)     1648.95  (feet) COMP
 MK1500  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 MK1500
 MK1500  VERT ORDER      -  SECOND    CLASS 0
 MK1500
 MK1500.The horizontal coordinates were scaled from a map and have
 MK1500.an estimated accuracy of +/- 6 seconds.
 MK1500
 MK1500.The orthometric height was determined by differential leveling and
 MK1500.adjusted by the NATIONAL GEODETIC SURVEY
 MK1500.in June 1991.
 MK1500
 MK1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1500.GEOID18 height accuracy estimate available here.
 MK1500
 MK1500.Click photographs - Photos may exist for this station.
 MK1500
 MK1500.The dynamic height is computed by dividing the NAVD 88
 MK1500.geopotential number by the normal gravity value computed on the
 MK1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1500.degrees latitude (g = 980.6199 gals.).
 MK1500
 MK1500.The modeled gravity was interpolated from observed gravity values.
 MK1500
 MK1500;                    North         East    Units  Estimated Accuracy
 MK1500;SPC NE       -   145,650.      704,850.      MT  (+/- 180 meters Scaled)
 MK1500
 MK1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL209529(NAD 83)
 MK1500
 MK1500                          SUPERSEDED SURVEY CONTROL
 MK1500
 MK1500  NGVD 29 (??/??/92)  502.648  (m)         1649.10   (f) ADJ UNCH    2 0
 MK1500
 MK1500.Superseded values are not recommended for survey control.
 MK1500
 MK1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1500.See file dsdata.pdf to determine how the superseded data were derived.
 MK1500
 MK1500_MARKER: DB = BENCH MARK DISK
 MK1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1500_STAMPING: D 326 1950
 MK1500_MARK LOGO: CGS
 MK1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1500+STABILITY: SURFACE MOTION
 MK1500
 MK1500  HISTORY     - Date     Condition        Report By
 MK1500  HISTORY     - 1950     MONUMENTED       CGS
 MK1500  HISTORY     - 1976     GOOD             NGS
 MK1500
 MK1500                          STATION DESCRIPTION
 MK1500
 MK1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1500'2.4 MI NE FROM STROMSBURG.
 MK1500'0.4 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 MK1500'STROMSBURG, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1500'AT A ROAD INTERSECTION, 84 FEET EAST OF THE CENTER LINE OF A
 MK1500'NORTH AND SOUTH ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN
 MK1500'EAST AND WEST ROAD, 5.5 FEET SOUTH OF A POWER POLE, 1.6 FEET
 MK1500'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1500'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1500
 MK1500                          STATION RECOVERY (1976)
 MK1500
 MK1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK1500'TO REACH FROM THE JUNCTION OF NINTH STREET AND US HIGHWAY 81 IN
 MK1500'STROMSBURG, GO EAST ON NINTH STREET FOR 2.0 MILES TO SIDE ROAD ON THE
 MK1500'RIGHT AND THE BENCH MARK IN SOUTHEAST ANGLE, 65 FT E OF THE EAST END
 MK1500'OF A METAL CULVERT UNDER NORTHSOUTH ROAD, 37 FT S OF THE CENTER OF
 MK1500'THE EASTWEST ROAD, 27 FT EASTNORTHEAST OF A POWER POLE AND 11 FT
 MK1500'WESTNORTHWEST OF AN ANCHOR FOR THE POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0512 ***********************************************************************
 ML0512  DESIGNATION -  D 328
 ML0512  PID         -  ML0512
 ML0512  STATE/COUNTY-  NE/VALLEY
 ML0512  COUNTRY     -  US
 ML0512  USGS QUAD   -  ORD (2017)
 ML0512
 ML0512                         *CURRENT SURVEY CONTROL
 ML0512  ______________________________________________________________________
 ML0512* NAD 83(1986) POSITION- 41 37 23.     (N) 098 56 56.     (W)   SCALED
 ML0512* NAVD 88 ORTHO HEIGHT -   627.445 (meters)     2058.54  (feet) ADJUSTED
 ML0512  ______________________________________________________________________
 ML0512  GEOID HEIGHT    -        -23.904 (meters)                     GEOID18
 ML0512  DYNAMIC HEIGHT  -        627.138 (meters)     2057.54  (feet) COMP
 ML0512  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 ML0512
 ML0512  VERT ORDER      -  SECOND    CLASS 0
 ML0512
 ML0512.This mark is at Evelyn Sharp Field Airport (ODX)
 ML0512
 ML0512.The horizontal coordinates were scaled from a map and have
 ML0512.an estimated accuracy of +/- 6 seconds.
 ML0512
 ML0512.The orthometric height was determined by differential leveling and
 ML0512.adjusted by the NATIONAL GEODETIC SURVEY
 ML0512.in June 1991.
 ML0512
 ML0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0512.GEOID18 height accuracy estimate available here.
 ML0512
 ML0512.Click photographs - Photos may exist for this station.
 ML0512
 ML0512.The dynamic height is computed by dividing the NAVD 88
 ML0512.geopotential number by the normal gravity value computed on the
 ML0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0512.degrees latitude (g = 980.6199 gals.).
 ML0512
 ML0512.The modeled gravity was interpolated from observed gravity values.
 ML0512
 ML0512;                    North         East    Units  Estimated Accuracy
 ML0512;SPC NE       -   199,240.      587,570.      MT  (+/- 180 meters Scaled)
 ML0512
 ML0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM042079(NAD 83)
 ML0512
 ML0512                          SUPERSEDED SURVEY CONTROL
 ML0512
 ML0512  NGVD 29 (??/??/92)  627.190  (m)         2057.71   (f) ADJ UNCH    2 0
 ML0512
 ML0512.Superseded values are not recommended for survey control.
 ML0512
 ML0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0512.See file dsdata.pdf to determine how the superseded data were derived.
 ML0512
 ML0512_MARKER: DB = BENCH MARK DISK
 ML0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0512_STAMPING: D 328 1950
 ML0512_MARK LOGO: CGS
 ML0512_PROJECTION: FLUSH
 ML0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0512+STABILITY: SURFACE MOTION
 ML0512
 ML0512  HISTORY     - Date     Condition        Report By
 ML0512  HISTORY     - 1950     MONUMENTED       CGS
 ML0512  HISTORY     - 1985     GOOD             NGS
 ML0512
 ML0512                          STATION DESCRIPTION
 ML0512
 ML0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0512'2.1 MI NW FROM ORD.
 ML0512'2.1MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0512'AT ORD, AT THE ORD MUNICIPAL AIRPORT, 6 FEET WEST OF THE NORTH
 ML0512'CORNER OF THE NORTHWEST HANGAR, SET IN THE TOP OF A CONCRETE
 ML0512'POST WHICH IS FLUSH WITH THE GROUND.
 ML0512
 ML0512                          STATION RECOVERY (1985)
 ML0512
 ML0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0512'2.1 MILES NORTHWEST OF ORD, AT THE ORD AIRPORT WHICH IS KNOWN AS
 ML0512'SHARP FIELD, AT THE NORTHERN MOST, AND ONLY QUONSET TYPE HANGAR OF
 ML0512'THREE HANGARS, 21.65 M (71.0 FT) EAST FROM THE NORTHEAST LEG OF THE
 ML0512'BEACON TOWER, 1.83 M (6.0 FT) WEST FROM THE NORTHWEST CORNER OF THE
 ML0512'HANGAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0503 ***********************************************************************
 ML0503  DESIGNATION -  D 329 RESET
 ML0503  PID         -  ML0503
 ML0503  STATE/COUNTY-  NE/VALLEY
 ML0503  COUNTRY     -  US
 ML0503  USGS QUAD   -  ORD (2017)
 ML0503
 ML0503                         *CURRENT SURVEY CONTROL
 ML0503  ______________________________________________________________________
 ML0503* NAD 83(1986) POSITION- 41 32 53.     (N) 098 58 53.     (W)   SCALED
 ML0503* NAVD 88 ORTHO HEIGHT -   649.21  (meters)     2129.9   (feet) RESET
 ML0503  ______________________________________________________________________
 ML0503  GEOID HEIGHT    -        -23.801 (meters)                     GEOID18
 ML0503  VERT ORDER      -  THIRD
 ML0503
 ML0503.The horizontal coordinates were scaled from a map and have
 ML0503.an estimated accuracy of +/- 6 seconds.
 ML0503
 ML0503.The orthometric height was computed from unverified reset data.
 ML0503
 ML0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0503.GEOID18 height accuracy estimate available here.
 ML0503
 ML0503.Click photographs - Photos may exist for this station.
 ML0503
 ML0503;                    North         East    Units  Estimated Accuracy
 ML0503;SPC NE       -   190,880.      584,960.      MT  (+/- 180 meters Scaled)
 ML0503
 ML0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL015995(NAD 83)
 ML0503
 ML0503                          SUPERSEDED SURVEY CONTROL
 ML0503
 ML0503  NGVD 29 (??/??/??)  648.96   (m)         2129.1    (f) RESET       3  
 ML0503
 ML0503.Superseded values are not recommended for survey control.
 ML0503
 ML0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0503.See file dsdata.pdf to determine how the superseded data were derived.
 ML0503
 ML0503_MARKER: DB = BENCH MARK DISK
 ML0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0503_STAMPING: D 329 RESET 1960
 ML0503_MARK LOGO: CGS
 ML0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0503+STABILITY: SURFACE MOTION
 ML0503
 ML0503  HISTORY     - Date     Condition        Report By
 ML0503  HISTORY     - 1960     MONUMENTED       NEDR
 ML0503
 ML0503                          STATION DESCRIPTION
 ML0503
 ML0503'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0503'5.9 MI SW FROM ORD.
 ML0503'THE MARK IS LOCATED 5.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 ML0503'58 FROM THE POST OFFICE AT ORD, 0.2 MILE SOUTH OF A FARMHOUSE,
 ML0503'60 FEET EAST OF THE CENTERLINE OF HIGHWAY 70 ON THE FENCE LINE,
 ML0503'1.5 FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 ML0503'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0892 ***********************************************************************
 MK0892  DESIGNATION -  D 330
 MK0892  PID         -  MK0892
 MK0892  STATE/COUNTY-  NE/BUTLER
 MK0892  COUNTRY     -  US
 MK0892  USGS QUAD   -  ROGERS (2017)
 MK0892
 MK0892                         *CURRENT SURVEY CONTROL
 MK0892  ______________________________________________________________________
 MK0892* NAD 83(1986) POSITION- 41 23 38.     (N) 096 56 41.     (W)   SCALED
 MK0892* NAVD 88 ORTHO HEIGHT -   433.329 (meters)     1421.68  (feet) ADJUSTED
 MK0892  ______________________________________________________________________
 MK0892  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 MK0892  DYNAMIC HEIGHT  -        433.138 (meters)     1421.05  (feet) COMP
 MK0892  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 MK0892
 MK0892  VERT ORDER      -  SECOND    CLASS 0
 MK0892
 MK0892.The horizontal coordinates were scaled from a map and have
 MK0892.an estimated accuracy of +/- 6 seconds.
 MK0892
 MK0892.The orthometric height was determined by differential leveling and
 MK0892.adjusted by the NATIONAL GEODETIC SURVEY
 MK0892.in June 1991.
 MK0892
 MK0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0892.GEOID18 height accuracy estimate available here.
 MK0892
 MK0892.Click photographs - Photos may exist for this station.
 MK0892
 MK0892.The dynamic height is computed by dividing the NAVD 88
 MK0892.geopotential number by the normal gravity value computed on the
 MK0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0892.degrees latitude (g = 980.6199 gals.).
 MK0892
 MK0892.The modeled gravity was interpolated from observed gravity values.
 MK0892
 MK0892;                    North         East    Units  Estimated Accuracy
 MK0892;SPC NE       -   177,770.      755,380.      MT  (+/- 180 meters Scaled)
 MK0892
 MK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL718845(NAD 83)
 MK0892
 MK0892                          SUPERSEDED SURVEY CONTROL
 MK0892
 MK0892  NGVD 29 (??/??/92)  433.162  (m)         1421.13   (f) ADJ UNCH    2 0
 MK0892
 MK0892.Superseded values are not recommended for survey control.
 MK0892
 MK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0892.See file dsdata.pdf to determine how the superseded data were derived.
 MK0892
 MK0892_MARKER: DB = BENCH MARK DISK
 MK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0892_STAMPING: D 330 1950
 MK0892_MARK LOGO: CGS
 MK0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0892+STABILITY: SURFACE MOTION
 MK0892
 MK0892  HISTORY     - Date     Condition        Report By
 MK0892  HISTORY     - 1950     MONUMENTED       CGS
 MK0892
 MK0892                          STATION DESCRIPTION
 MK0892
 MK0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0892'1.9 MI SW FROM LINWOOD.
 MK0892'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0892'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0892'MILES SOUTHWEST ALONG A GRAVELED ROAD, 46 FEET SOUTH OF THE
 MK0892'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 36 FEET SOUTHEAST
 MK0892'OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 17 FEET
 MK0892'NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET
 MK0892'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0892'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1258 ***********************************************************************
 MK1258  DESIGNATION -  D 331
 MK1258  PID         -  MK1258
 MK1258  STATE/COUNTY-  NE/COLFAX
 MK1258  COUNTRY     -  US
 MK1258  USGS QUAD   -  SCHUYLER (2017)
 MK1258
 MK1258                         *CURRENT SURVEY CONTROL
 MK1258  ______________________________________________________________________
 MK1258* NAD 83(1986) POSITION- 41 26 46.     (N) 097 05 52.     (W)   SCALED
 MK1258* NAVD 88 ORTHO HEIGHT -   414.935 (meters)     1361.33  (feet) ADJUSTED
 MK1258  ______________________________________________________________________
 MK1258  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 MK1258  DYNAMIC HEIGHT  -        414.756 (meters)     1360.75  (feet) COMP
 MK1258  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 MK1258
 MK1258  VERT ORDER      -  SECOND    CLASS 0
 MK1258
 MK1258.The horizontal coordinates were scaled from a map and have
 MK1258.an estimated accuracy of +/- 6 seconds.
 MK1258
 MK1258.The orthometric height was determined by differential leveling and
 MK1258.adjusted by the NATIONAL GEODETIC SURVEY
 MK1258.in June 1991.
 MK1258
 MK1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1258.GEOID18 height accuracy estimate available here.
 MK1258
 MK1258.Click photographs - Photos may exist for this station.
 MK1258
 MK1258.The dynamic height is computed by dividing the NAVD 88
 MK1258.geopotential number by the normal gravity value computed on the
 MK1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1258.degrees latitude (g = 980.6199 gals.).
 MK1258
 MK1258.The modeled gravity was interpolated from observed gravity values.
 MK1258
 MK1258;                    North         East    Units  Estimated Accuracy
 MK1258;SPC NE       -   183,130.      742,400.      MT  (+/- 180 meters Scaled)
 MK1258
 MK1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL588900(NAD 83)
 MK1258
 MK1258                          SUPERSEDED SURVEY CONTROL
 MK1258
 MK1258  NGVD 29 (??/??/92)  414.765  (m)         1360.77   (f) ADJ UNCH    2 0
 MK1258
 MK1258.Superseded values are not recommended for survey control.
 MK1258
 MK1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1258.See file dsdata.pdf to determine how the superseded data were derived.
 MK1258
 MK1258_MARKER: DB = BENCH MARK DISK
 MK1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1258_STAMPING: D 331 1950
 MK1258_MARK LOGO: CGS
 MK1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1258+STABILITY: SURFACE MOTION
 MK1258
 MK1258  HISTORY     - Date     Condition        Report By
 MK1258  HISTORY     - 1950     MONUMENTED       CGS
 MK1258
 MK1258                          STATION DESCRIPTION
 MK1258
 MK1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1258'2.2 MI W FROM SCHUYLER.
 MK1258'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1258'AT SCHUYLER, AT A ROAD CROSSING, 4 POLES EAST OF MILEPOST 71,
 MK1258'90 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 69.0
 MK1258'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 60 FEET EAST
 MK1258'OF A NORTH-SOUTH FENCE, 114.4 FEET NORTH OF AN EAST-WEST RAILROAD
 MK1258'RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A REFERENCE POST, AND SET
 MK1258'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MK1258'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0972 ***********************************************************************
 ML0972  DESIGNATION -  D 332
 ML0972  PID         -  ML0972
 ML0972  STATE/COUNTY-  NE/CUSTER
 ML0972  COUNTRY     -  US
 ML0972  USGS QUAD   -  ANSELMO NE (2017)
 ML0972
 ML0972                         *CURRENT SURVEY CONTROL
 ML0972  ______________________________________________________________________
 ML0972* NAD 83(1986) POSITION- 41 40 56.     (N) 099 46 40.     (W)   SCALED
 ML0972* NAVD 88 ORTHO HEIGHT -   776.616 (meters)     2547.95  (feet) ADJUSTED
 ML0972  ______________________________________________________________________
 ML0972  GEOID HEIGHT    -        -22.477 (meters)                     GEOID18
 ML0972  DYNAMIC HEIGHT  -        776.217 (meters)     2546.64  (feet) COMP
 ML0972  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 ML0972
 ML0972  VERT ORDER      -  SECOND    CLASS 0
 ML0972
 ML0972.The horizontal coordinates were scaled from a map and have
 ML0972.an estimated accuracy of +/- 6 seconds.
 ML0972
 ML0972.The orthometric height was determined by differential leveling and
 ML0972.adjusted by the NATIONAL GEODETIC SURVEY
 ML0972.in June 1991.
 ML0972
 ML0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0972.GEOID18 height accuracy estimate available here.
 ML0972
 ML0972.Click photographs - Photos may exist for this station.
 ML0972
 ML0972.The dynamic height is computed by dividing the NAVD 88
 ML0972.geopotential number by the normal gravity value computed on the
 ML0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0972.degrees latitude (g = 980.6199 gals.).
 ML0972
 ML0972.The modeled gravity was interpolated from observed gravity values.
 ML0972
 ML0972;                    North         East    Units  Estimated Accuracy
 ML0972;SPC NE       -   205,300.      518,500.      MT  (+/- 180 meters Scaled)
 ML0972
 ML0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM352147(NAD 83)
 ML0972
 ML0972                          SUPERSEDED SURVEY CONTROL
 ML0972
 ML0972  NGVD 29 (??/??/92)  776.329  (m)         2547.01   (f) ADJ UNCH    2 0
 ML0972
 ML0972.Superseded values are not recommended for survey control.
 ML0972
 ML0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0972.See file dsdata.pdf to determine how the superseded data were derived.
 ML0972
 ML0972_MARKER: DB = BENCH MARK DISK
 ML0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0972_STAMPING: D 332 1950
 ML0972_MARK LOGO: CGS
 ML0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0972+STABILITY: SURFACE MOTION
 ML0972
 ML0972  HISTORY     - Date     Condition        Report By
 ML0972  HISTORY     - 1950     MONUMENTED       CGS
 ML0972  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0972
 ML0972                          STATION DESCRIPTION
 ML0972
 ML0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0972'4.6 MI SW FROM MILBURN.
 ML0972'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0972'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0972'2.5 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, 225 FEET
 ML0972'SOUTHWEST OF THE FOOT OF A HILL, 85 YARDS WEST OF TWO BOX ELDER
 ML0972'TREES, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ML0972'WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0972'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0972
 ML0972                          STATION RECOVERY (1984)
 ML0972
 ML0972'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0972'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0260 ***********************************************************************
 ML0260  DESIGNATION -  D 333 RESET
 ML0260  PID         -  ML0260
 ML0260  STATE/COUNTY-  NE/MERRICK
 ML0260  COUNTRY     -  US
 ML0260  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0260
 ML0260                         *CURRENT SURVEY CONTROL
 ML0260  ______________________________________________________________________
 ML0260* NAD 83(1986) POSITION- 41 07 20.     (N) 098 00 05.     (W)   SCALED
 ML0260* NAVD 88 ORTHO HEIGHT -   517.64  (+/-2cm)     1698.3   (feet) VERTCON
 ML0260  ______________________________________________________________________
 ML0260  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 ML0260  VERT ORDER      -  THIRD (See Below)
 ML0260
 ML0260.The horizontal coordinates were scaled from a map and have
 ML0260.an estimated accuracy of +/- 6 seconds.
 ML0260
 ML0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0260
 ML0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0260.GEOID18 height accuracy estimate available here.
 ML0260
 ML0260.The vertical order pertains to the NGVD 29 superseded value.
 ML0260
 ML0260.Click photographs - Photos may exist for this station.
 ML0260
 ML0260;                    North         East    Units  Estimated Accuracy
 ML0260;SPC NE       -   145,040.      667,770.      MT  (+/- 180 meters Scaled)
 ML0260
 ML0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL838528(NAD 83)
 ML0260
 ML0260                          SUPERSEDED SURVEY CONTROL
 ML0260
 ML0260  NGVD 29 (01/31/13)  517.42   (m)         1697.6    (f) RESET       3  
 ML0260
 ML0260.Superseded values are not recommended for survey control.
 ML0260
 ML0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0260.See file dsdata.pdf to determine how the superseded data were derived.
 ML0260
 ML0260_MARKER: DV = VERTICAL CONTROL DISK
 ML0260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0260_SP_SET: BOX CULVERT HEADWALL
 ML0260_STAMPING: D 333 RESET 1975
 ML0260_MARK LOGO: NGS
 ML0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0260+STABILITY: SURFACE MOTION
 ML0260
 ML0260  HISTORY     - Date     Condition        Report By
 ML0260  HISTORY     - 1975     MONUMENTED       NGS
 ML0260
 ML0260                          STATION DESCRIPTION
 ML0260
 ML0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ML0260'AT CENTRAL CITY.
 ML0260'ABOUT 0.35 MILE NORTH OF CENTER OF CENTRAL CITY, 1 BLOCK WEST
 ML0260'OF THE INTERSECTION OF STATE HIGHWAY 14 AND 11TH STREET, DISK
 ML0260'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE NORTH
 ML0260'HEADWALL OF A CONCRETE BOX CULVERT UNDER 11TH STREET, 6 INCHES
 ML0260'EAST OF THE WEST EDGE OF THE HEADWALL.  A STANDARD DISK STAMPED
 ML0260'D 333 RESET 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0164 ***********************************************************************
 LH0164  DESIGNATION -  D 334
 LH0164  PID         -  LH0164
 LH0164  STATE/COUNTY-  NE/HAMILTON
 LH0164  COUNTRY     -  US
 LH0164  USGS QUAD   -  MURPHY (2017)
 LH0164
 LH0164                         *CURRENT SURVEY CONTROL
 LH0164  ______________________________________________________________________
 LH0164* NAD 83(1986) POSITION- 40 58 24.     (N) 098 04 27.     (W)   SCALED
 LH0164* NAVD 88 ORTHO HEIGHT -   561.862 (meters)     1843.38  (feet) ADJUSTED
 LH0164  ______________________________________________________________________
 LH0164  GEOID HEIGHT    -        -25.384 (meters)                     GEOID18
 LH0164  DYNAMIC HEIGHT  -        561.572 (meters)     1842.42  (feet) COMP
 LH0164  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 LH0164
 LH0164  VERT ORDER      -  SECOND    CLASS 0
 LH0164
 LH0164.The horizontal coordinates were scaled from a map and have
 LH0164.an estimated accuracy of +/- 6 seconds.
 LH0164
 LH0164.The orthometric height was determined by differential leveling and
 LH0164.adjusted by the NATIONAL GEODETIC SURVEY
 LH0164.in June 1991.
 LH0164
 LH0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0164.GEOID18 height accuracy estimate available here.
 LH0164
 LH0164.Click photographs - Photos may exist for this station.
 LH0164
 LH0164.The dynamic height is computed by dividing the NAVD 88
 LH0164.geopotential number by the normal gravity value computed on the
 LH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0164.degrees latitude (g = 980.6199 gals.).
 LH0164
 LH0164.The modeled gravity was interpolated from observed gravity values.
 LH0164
 LH0164;                    North         East    Units  Estimated Accuracy
 LH0164;SPC NE       -   128,380.      662,030.      MT  (+/- 180 meters Scaled)
 LH0164
 LH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL778362(NAD 83)
 LH0164
 LH0164                          SUPERSEDED SURVEY CONTROL
 LH0164
 LH0164  NGVD 29 (??/??/92)  561.628  (m)         1842.61   (f) ADJ UNCH    2 0
 LH0164
 LH0164.Superseded values are not recommended for survey control.
 LH0164
 LH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0164.See file dsdata.pdf to determine how the superseded data were derived.
 LH0164
 LH0164_MARKER: DB = BENCH MARK DISK
 LH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0164_STAMPING: D 334 1950
 LH0164_MARK LOGO: CGS
 LH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0164+STABILITY: SURFACE MOTION
 LH0164
 LH0164  HISTORY     - Date     Condition        Report By
 LH0164  HISTORY     - 1950     MONUMENTED       CGS
 LH0164
 LH0164                          STATION DESCRIPTION
 LH0164
 LH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0164'5.5 MI SW FROM MARQUETTE.
 LH0164'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0164'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0164'2.0 MILES WEST ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 34 FEET
 LH0164'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33 FEET SOUTH
 LH0164'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 3.8 FEET SOUTHEAST
 LH0164'OF A TELEPHONE POLE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE
 LH0164'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1327 ***********************************************************************
 MK1327  DESIGNATION -  D 335
 MK1327  PID         -  MK1327
 MK1327  STATE/COUNTY-  NE/BUTLER
 MK1327  COUNTRY     -  US
 MK1327  USGS QUAD   -  COLUMBUS SE (2017)
 MK1327
 MK1327                         *CURRENT SURVEY CONTROL
 MK1327  ______________________________________________________________________
 MK1327* NAD 83(1986) POSITION- 41 19 21.     (N) 097 18 42.     (W)   SCALED
 MK1327* NAVD 88 ORTHO HEIGHT -   454.159 (meters)     1490.02  (feet) ADJUSTED
 MK1327  ______________________________________________________________________
 MK1327  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 MK1327  DYNAMIC HEIGHT  -        453.956 (meters)     1489.35  (feet) COMP
 MK1327  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 MK1327
 MK1327  VERT ORDER      -  SECOND    CLASS 0
 MK1327
 MK1327.The horizontal coordinates were scaled from a map and have
 MK1327.an estimated accuracy of +/- 6 seconds.
 MK1327
 MK1327.The orthometric height was determined by differential leveling and
 MK1327.adjusted by the NATIONAL GEODETIC SURVEY
 MK1327.in June 1991.
 MK1327
 MK1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1327.GEOID18 height accuracy estimate available here.
 MK1327
 MK1327.Click photographs - Photos may exist for this station.
 MK1327
 MK1327.The dynamic height is computed by dividing the NAVD 88
 MK1327.geopotential number by the normal gravity value computed on the
 MK1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1327.degrees latitude (g = 980.6199 gals.).
 MK1327
 MK1327.The modeled gravity was interpolated from observed gravity values.
 MK1327
 MK1327;                    North         East    Units  Estimated Accuracy
 MK1327;SPC NE       -   168,830.      724,970.      MT  (+/- 180 meters Scaled)
 MK1327
 MK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL412759(NAD 83)
 MK1327
 MK1327                          SUPERSEDED SURVEY CONTROL
 MK1327
 MK1327  NGVD 29 (??/??/92)  453.981  (m)         1489.44   (f) ADJ UNCH    2 0
 MK1327
 MK1327.Superseded values are not recommended for survey control.
 MK1327
 MK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1327.See file dsdata.pdf to determine how the superseded data were derived.
 MK1327
 MK1327_MARKER: DB = BENCH MARK DISK
 MK1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1327_STAMPING: D 335 1950
 MK1327_MARK LOGO: CGS
 MK1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1327+STABILITY: SURFACE MOTION
 MK1327
 MK1327  HISTORY     - Date     Condition        Report By
 MK1327  HISTORY     - 1950     MONUMENTED       CGS
 MK1327  HISTORY     - 20200227 MARK NOT FOUND   NEGS
 MK1327
 MK1327                          STATION DESCRIPTION
 MK1327
 MK1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1327'5.2 MI W FROM BELLWOOD.
 MK1327'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1327'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1327'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1327'34 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 38
 MK1327'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 4.5 FEET
 MK1327'SOUTH OF A POWER POLE, 1.1 FEET EAST OF A FENCE, 3.2 FEET NORTH
 MK1327'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1327'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1327
 MK1327                          STATION RECOVERY (2020)
 MK1327
 MK1327'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MK1327'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1524 ***********************************************************************
 MK1524  DESIGNATION -  D 336
 MK1524  PID         -  MK1524
 MK1524  STATE/COUNTY-  NE/POLK
 MK1524  COUNTRY     -  US
 MK1524  USGS QUAD   -  DURANT (2017)
 MK1524
 MK1524                         *CURRENT SURVEY CONTROL
 MK1524  ______________________________________________________________________
 MK1524* NAD 83(1986) POSITION- 41 05 58.     (N) 097 38 11.     (W)   SCALED
 MK1524* NAVD 88 ORTHO HEIGHT -   515.614 (meters)     1691.64  (feet) ADJUSTED
 MK1524  ______________________________________________________________________
 MK1524  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 MK1524  DYNAMIC HEIGHT  -        515.358 (meters)     1690.80  (feet) COMP
 MK1524  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 MK1524
 MK1524  VERT ORDER      -  SECOND    CLASS 0
 MK1524
 MK1524.The horizontal coordinates were scaled from a map and have
 MK1524.an estimated accuracy of +/- 6 seconds.
 MK1524
 MK1524.The orthometric height was determined by differential leveling and
 MK1524.adjusted by the NATIONAL GEODETIC SURVEY
 MK1524.in June 1991.
 MK1524
 MK1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1524.GEOID18 height accuracy estimate available here.
 MK1524
 MK1524.Click photographs - Photos may exist for this station.
 MK1524
 MK1524.The dynamic height is computed by dividing the NAVD 88
 MK1524.geopotential number by the normal gravity value computed on the
 MK1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1524.degrees latitude (g = 980.6199 gals.).
 MK1524
 MK1524.The modeled gravity was interpolated from observed gravity values.
 MK1524
 MK1524;                    North         East    Units  Estimated Accuracy
 MK1524;SPC NE       -   143,280.      698,480.      MT  (+/- 180 meters Scaled)
 MK1524
 MK1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL145506(NAD 83)
 MK1524
 MK1524                          SUPERSEDED SURVEY CONTROL
 MK1524
 MK1524  NGVD 29 (??/??/92)  515.409  (m)         1690.97   (f) ADJ UNCH    2 0
 MK1524
 MK1524.Superseded values are not recommended for survey control.
 MK1524
 MK1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1524.See file dsdata.pdf to determine how the superseded data were derived.
 MK1524
 MK1524_MARKER: DB = BENCH MARK DISK
 MK1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1524_STAMPING: D 336 1950
 MK1524_MARK LOGO: CGS
 MK1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1524+STABILITY: SURFACE MOTION
 MK1524
 MK1524  HISTORY     - Date     Condition        Report By
 MK1524  HISTORY     - 1950     MONUMENTED       CGS
 MK1524
 MK1524                          STATION DESCRIPTION
 MK1524
 MK1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1524'2.2 MI W FROM STROMSBURG.
 MK1524'2.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1524'AT STROMSBURG, 5 POLES WEST OF MILEPOST 55, AT A ROAD CROSSING,
 MK1524'72 FEET SOUTH OF THE SOUTH RAIL, 45 FEET WEST OF THE CENTER
 MK1524'LINE OF A NORTH AND SOUTH DIRT ROAD, 14.4 FEET NORTHWEST OF
 MK1524'POWER POLE, 10.4 FEET WEST OF AN ASH TREE, 9.6 FEET WEST OF A
 MK1524'FENCE, 3.3 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS
 MK1524'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1524'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0132 ***********************************************************************
 ML0132  DESIGNATION -  D 337
 ML0132  PID         -  ML0132
 ML0132  STATE/COUNTY-  NE/MERRICK
 ML0132  COUNTRY     -  US
 ML0132  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0132
 ML0132                         *CURRENT SURVEY CONTROL
 ML0132  ______________________________________________________________________
 ML0132* NAD 83(1986) POSITION- 41 03 03.     (N) 098 06 41.     (W)   SCALED
 ML0132* NAVD 88 ORTHO HEIGHT -   531.629 (meters)     1744.19  (feet) ADJUSTED
 ML0132  ______________________________________________________________________
 ML0132  GEOID HEIGHT    -        -25.257 (meters)                     GEOID18
 ML0132  DYNAMIC HEIGHT  -        531.358 (meters)     1743.30  (feet) COMP
 ML0132  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0132
 ML0132  VERT ORDER      -  SECOND    CLASS 0
 ML0132
 ML0132.The horizontal coordinates were scaled from a map and have
 ML0132.an estimated accuracy of +/- 6 seconds.
 ML0132
 ML0132.The orthometric height was determined by differential leveling and
 ML0132.adjusted by the NATIONAL GEODETIC SURVEY
 ML0132.in June 1991.
 ML0132
 ML0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0132.GEOID18 height accuracy estimate available here.
 ML0132
 ML0132.Click photographs - Photos may exist for this station.
 ML0132
 ML0132.The dynamic height is computed by dividing the NAVD 88
 ML0132.geopotential number by the normal gravity value computed on the
 ML0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0132.degrees latitude (g = 980.6199 gals.).
 ML0132
 ML0132.The modeled gravity was interpolated from observed gravity values.
 ML0132
 ML0132;                    North         East    Units  Estimated Accuracy
 ML0132;SPC NE       -   136,910.      658,720.      MT  (+/- 180 meters Scaled)
 ML0132
 ML0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL746447(NAD 83)
 ML0132
 ML0132                          SUPERSEDED SURVEY CONTROL
 ML0132
 ML0132  NGVD 29 (??/??/92)  531.398  (m)         1743.43   (f) ADJ UNCH    2 0
 ML0132
 ML0132.Superseded values are not recommended for survey control.
 ML0132
 ML0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0132.See file dsdata.pdf to determine how the superseded data were derived.
 ML0132
 ML0132_MARKER: DB = BENCH MARK DISK
 ML0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0132_STAMPING: D 337 1950
 ML0132_MARK LOGO: CGS
 ML0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0132+STABILITY: SURFACE MOTION
 ML0132
 ML0132  HISTORY     - Date     Condition        Report By
 ML0132  HISTORY     - 1950     MONUMENTED       CGS
 ML0132
 ML0132                          STATION DESCRIPTION
 ML0132
 ML0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0132'3.1 MI NE FROM CHAPMAN.
 ML0132'3.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0132'STATION AT CHAPMAN, 0.25 MILE NORTHEAST OF A ROAD CROSSING,
 ML0132'53.3 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 ML0132'39 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 ML0132'10 FEET SOUTHWEST OF MILEPOST 132, IN LINE WITH A ROW OF
 ML0132'POLES, 7.5 FEET NORTHWEST OF A FENCE, 1.2 FEET SOUTHEAST OF A
 ML0132'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0132'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0136 ***********************************************************************
 LH0136  DESIGNATION -  D 338
 LH0136  PID         -  LH0136
 LH0136  STATE/COUNTY-  NE/HAMILTON
 LH0136  COUNTRY     -  US
 LH0136  USGS QUAD   -  AURORA WEST (2017)
 LH0136
 LH0136                         *CURRENT SURVEY CONTROL
 LH0136  ______________________________________________________________________
 LH0136* NAD 83(1986) POSITION- 40 52 07.     (N) 098 03 18.     (W)   SCALED
 LH0136* NAVD 88 ORTHO HEIGHT -   551.897 (meters)     1810.68  (feet) ADJUSTED
 LH0136  ______________________________________________________________________
 LH0136  GEOID HEIGHT    -        -25.500 (meters)                     GEOID18
 LH0136  DYNAMIC HEIGHT  -        551.611 (meters)     1809.74  (feet) COMP
 LH0136  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LH0136
 LH0136  VERT ORDER      -  SECOND    CLASS 0
 LH0136
 LH0136.The horizontal coordinates were scaled from a map and have
 LH0136.an estimated accuracy of +/- 6 seconds.
 LH0136
 LH0136.The orthometric height was determined by differential leveling and
 LH0136.adjusted by the NATIONAL GEODETIC SURVEY
 LH0136.in June 1991.
 LH0136
 LH0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0136.GEOID18 height accuracy estimate available here.
 LH0136
 LH0136.Click photographs - Photos may exist for this station.
 LH0136
 LH0136.The dynamic height is computed by dividing the NAVD 88
 LH0136.geopotential number by the normal gravity value computed on the
 LH0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0136.degrees latitude (g = 980.6199 gals.).
 LH0136
 LH0136.The modeled gravity was interpolated from observed gravity values.
 LH0136
 LH0136;                    North         East    Units  Estimated Accuracy
 LH0136;SPC NE       -   116,790.      663,910.      MT  (+/- 180 meters Scaled)
 LH0136
 LH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL796246(NAD 83)
 LH0136
 LH0136                          SUPERSEDED SURVEY CONTROL
 LH0136
 LH0136  NGVD 29 (??/??/92)  551.664  (m)         1809.92   (f) ADJ UNCH    2 0
 LH0136
 LH0136.Superseded values are not recommended for survey control.
 LH0136
 LH0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0136.See file dsdata.pdf to determine how the superseded data were derived.
 LH0136
 LH0136_MARKER: DB = BENCH MARK DISK
 LH0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0136_STAMPING: D 338 1950
 LH0136_MARK LOGO: CGS
 LH0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0136+STABILITY: SURFACE MOTION
 LH0136
 LH0136  HISTORY     - Date     Condition        Report By
 LH0136  HISTORY     - 1950     MONUMENTED       CGS
 LH0136  HISTORY     - 1984     GOOD             NGS
 LH0136  HISTORY     - 20090514 MARK NOT FOUND   GEOCAC
 LH0136
 LH0136                          STATION DESCRIPTION
 LH0136
 LH0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0136'2.9 MI W FROM AURORA.
 LH0136'2.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0136'FROM THE STATION AT AURORA, AT A ROAD CROSSING, 45.0 FEET EAST
 LH0136'OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 43.2 FEET NORTH
 LH0136'OF THE NORTH RAIL OF THE TRACK, 14 FEET SOUTHEAST OF A POWER
 LH0136'LINE POLE, 1.8 FEET SOUTH OF THE NORTH RAILWAY RIGHT-OF-WAY
 LH0136'FENCE, 2.3 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 LH0136'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0136
 LH0136                          STATION RECOVERY (1984)
 LH0136
 LH0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH0136'ABOUT 5.95 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 34, FROM ITS JUNCTION
 LH0136'WITH STATE HIGHWAY 14 AT AURURA, THENCE 0.32 KM (0.2 MI) LEFT AND
 LH0136'SOUTH ALONG A GRAVED ROAD TO THE BURLINGTON NORTHERN RAILROAD AND THE
 LH0136'MARK ON THE LEFT. 13.7 M (45.0 FT) EAST FROM THE CENTERLINE OF THE
 LH0136'ROAD, 8.69 M (28.5 FT) NORTH FROM THE NORTH RAIL OF THE NORTH SET OF
 LH0136'TWO TRACKS, 4.27 M (14.0 FT) EAST-SOUTHEAST FROM A POWERLINE POLE.
 LH0136
 LH0136                          STATION RECOVERY (2009)
 LH0136
 LH0136'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 LH0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0316 ***********************************************************************
 NP0316  DESIGNATION -  D 341
 NP0316  PID         -  NP0316
 NP0316  STATE/COUNTY-  NE/DAWES
 NP0316  COUNTRY     -  US
 NP0316  USGS QUAD   -  CRAWFORD (2017)
 NP0316
 NP0316                         *CURRENT SURVEY CONTROL
 NP0316  ______________________________________________________________________
 NP0316* NAD 83(1986) POSITION- 42 40 27.     (N) 103 26 02.     (W)   SCALED
 NP0316* NAVD 88 ORTHO HEIGHT -  1135.995 (meters)     3727.01  (feet) ADJUSTED
 NP0316  ______________________________________________________________________
 NP0316  GEOID HEIGHT    -        -17.501 (meters)                     GEOID18
 NP0316  DYNAMIC HEIGHT  -       1135.384 (meters)     3725.01  (feet) COMP
 NP0316  MODELED GRAVITY -    980,044.3   (mgal)                       NAVD 88
 NP0316
 NP0316  VERT ORDER      -  FIRST     CLASS II
 NP0316
 NP0316.The horizontal coordinates were scaled from a map and have
 NP0316.an estimated accuracy of +/- 6 seconds.
 NP0316
 NP0316.The orthometric height was determined by differential leveling and
 NP0316.adjusted by the NATIONAL GEODETIC SURVEY
 NP0316.in June 1991.
 NP0316
 NP0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0316.GEOID18 height accuracy estimate available here.
 NP0316
 NP0316.Click photographs - Photos may exist for this station.
 NP0316
 NP0316.The dynamic height is computed by dividing the NAVD 88
 NP0316.geopotential number by the normal gravity value computed on the
 NP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0316.degrees latitude (g = 980.6199 gals.).
 NP0316
 NP0316.The modeled gravity was interpolated from observed gravity values.
 NP0316
 NP0316;                    North         East    Units  Estimated Accuracy
 NP0316;SPC NE       -   321,020.      218,630.      MT  (+/- 180 meters Scaled)
 NP0316
 NP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH283258(NAD 83)
 NP0316
 NP0316                          SUPERSEDED SURVEY CONTROL
 NP0316
 NP0316  NGVD 29 (??/??/92) 1135.405  (m)         3725.07   (f) ADJ UNCH    1 2
 NP0316
 NP0316.Superseded values are not recommended for survey control.
 NP0316
 NP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0316.See file dsdata.pdf to determine how the superseded data were derived.
 NP0316
 NP0316_MARKER: DB = BENCH MARK DISK
 NP0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0316_STAMPING: D 341 1954
 NP0316_MARK LOGO: CGS
 NP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0316+STABILITY: SURFACE MOTION
 NP0316
 NP0316  HISTORY     - Date     Condition        Report By
 NP0316  HISTORY     - 1954     MONUMENTED       CGS
 NP0316  HISTORY     - 1985     GOOD             NGS
 NP0316
 NP0316                          STATION DESCRIPTION
 NP0316
 NP0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0316'1.5 MI SW FROM CRAWFORD.
 NP0316'1.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0316'FROM THE STATION AT CRAWFORD, 2 POLES NORTHEAST OF MILEPOST
 NP0316'434, 44 FEET NORTHEAST OF THE CENTER OF A GATE, 46 FEET SOUTHEAST
 NP0316'OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 NP0316'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0316'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0316
 NP0316                          STATION RECOVERY (1985)
 NP0316
 NP0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0527 ***********************************************************************
 NP0527  DESIGNATION -  D 342
 NP0527  PID         -  NP0527
 NP0527  STATE/COUNTY-  NE/BOX BUTTE
 NP0527  COUNTRY     -  US
 NP0527  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0527
 NP0527                         *CURRENT SURVEY CONTROL
 NP0527  ______________________________________________________________________
 NP0527* NAD 83(1986) POSITION- 42 00 05.     (N) 102 57 07.     (W)   SCALED
 NP0527* NAVD 88 ORTHO HEIGHT -  1236.373 (meters)     4056.33  (feet) ADJUSTED
 NP0527  ______________________________________________________________________
 NP0527  GEOID HEIGHT    -        -18.864 (meters)                     GEOID18
 NP0527  DYNAMIC HEIGHT  -       1235.623 (meters)     4053.87  (feet) COMP
 NP0527  MODELED GRAVITY -    979,972.5   (mgal)                       NAVD 88
 NP0527
 NP0527  VERT ORDER      -  FIRST     CLASS II
 NP0527
 NP0527.The horizontal coordinates were scaled from a map and have
 NP0527.an estimated accuracy of +/- 6 seconds.
 NP0527
 NP0527.The orthometric height was determined by differential leveling and
 NP0527.adjusted by the NATIONAL GEODETIC SURVEY
 NP0527.in June 1991.
 NP0527
 NP0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0527.GEOID18 height accuracy estimate available here.
 NP0527
 NP0527.Click photographs - Photos may exist for this station.
 NP0527
 NP0527.The dynamic height is computed by dividing the NAVD 88
 NP0527.geopotential number by the normal gravity value computed on the
 NP0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0527.degrees latitude (g = 980.6199 gals.).
 NP0527
 NP0527.The modeled gravity was interpolated from observed gravity values.
 NP0527
 NP0527;                    North         East    Units  Estimated Accuracy
 NP0527;SPC NE       -   244,890.      255,560.      MT  (+/- 180 meters Scaled)
 NP0527
 NP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG696519(NAD 83)
 NP0527
 NP0527                          SUPERSEDED SURVEY CONTROL
 NP0527
 NP0527  NGVD 29 (??/??/92) 1235.769  (m)         4054.35   (f) ADJ UNCH    1 2
 NP0527
 NP0527.Superseded values are not recommended for survey control.
 NP0527
 NP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0527.See file dsdata.pdf to determine how the superseded data were derived.
 NP0527
 NP0527_MARKER: DB = BENCH MARK DISK
 NP0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0527_STAMPING: D 342 1956
 NP0527_MARK LOGO: CGS
 NP0527_PROJECTION: FLUSH
 NP0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0527_ROD/PIPE-DEPTH: 7.4 meters
 NP0527
 NP0527  HISTORY     - Date     Condition        Report By
 NP0527  HISTORY     - 1956     MONUMENTED       CGS
 NP0527  HISTORY     - 1985     GOOD             NGS
 NP0527
 NP0527                          STATION DESCRIPTION
 NP0527
 NP0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0527'7.9 MI SW FROM ALLIANCE.
 NP0527'7.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0527'RAILROAD FROM THE STATION AT ALLIANCE, 42 FEET EAST OF THE
 NP0527'CENTER LINE OF STATE HIGHWAY 19, 39.4 FEET WEST OF THE WEST
 NP0527'RAIL, 8.4 FEET SOUTH OF THE 4TH POLE NORTH OF MILEPOST 8, 2
 NP0527'FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 NP0527'COPPER COATED STEEL ROD WHICH IS DRIVEN 24.5 FEET IN THE
 NP0527'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.2 FOOT
 NP0527'ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP
 NP0527'24 NORTH, RANGE 49 WEST.
 NP0527
 NP0527                          STATION RECOVERY (1985)
 NP0527
 NP0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0527'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.71 KM (7.9
 NP0527'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN NORTHERN RAILROAD FROM ITS
 NP0527'STATION AT ALLIANCE, 17.35 METERS (56.9 FT) NORTH-NORTHEAST OF A SIGN
 NP0527'BOX BUTTE COUNTY, SET BETWEEN TWO WITNESS POSTS AND ACROSS THE HIGHWAY
 NP0527'FROM A FARM HOUSE, 12.07 METERS (39.6 FT) NORTHWEST OF THE NORTHWEST
 NP0527'RAIL, 24.69 METERS (81 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385,
 NP0527'2.44 METERS (8 FT) SOUTHWEST OF A HOLE IN THE GROUND WHERE A POWER
 NP0527'POLE USED TO BE, 37.65 METERS (123.5 FT) NORTHEAST OF AN UNDERGROUND
 NP0527'WARNING SIGN, 0.15 METER (0.5 FT) SOUTHWEST OF A WITNESS POST.
 NP0527'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 NP0527'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0363 ***********************************************************************
 NP0363  DESIGNATION -  D 343
 NP0363  PID         -  NP0363
 NP0363  STATE/COUNTY-  NE/BOX BUTTE
 NP0363  COUNTRY     -  US
 NP0363  USGS QUAD   -  MARSLAND (2017)
 NP0363
 NP0363                         *CURRENT SURVEY CONTROL
 NP0363  ______________________________________________________________________
 NP0363* NAD 83(1986) POSITION- 42 25 41.     (N) 103 16 33.     (W)   SCALED
 NP0363* NAVD 88 ORTHO HEIGHT -  1278.070 (meters)     4193.13  (feet) ADJUSTED
 NP0363  ______________________________________________________________________
 NP0363  GEOID HEIGHT    -        -18.112 (meters)                     GEOID18
 NP0363  DYNAMIC HEIGHT  -       1277.308 (meters)     4190.63  (feet) COMP
 NP0363  MODELED GRAVITY -    979,981.4   (mgal)                       NAVD 88
 NP0363
 NP0363  VERT ORDER      -  FIRST     CLASS II
 NP0363
 NP0363.The horizontal coordinates were scaled from a map and have
 NP0363.an estimated accuracy of +/- 6 seconds.
 NP0363
 NP0363.The orthometric height was determined by differential leveling and
 NP0363.adjusted by the NATIONAL GEODETIC SURVEY
 NP0363.in June 1991.
 NP0363
 NP0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0363.GEOID18 height accuracy estimate available here.
 NP0363
 NP0363.Click photographs - Photos may exist for this station.
 NP0363
 NP0363.The dynamic height is computed by dividing the NAVD 88
 NP0363.geopotential number by the normal gravity value computed on the
 NP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0363.degrees latitude (g = 980.6199 gals.).
 NP0363
 NP0363.The modeled gravity was interpolated from observed gravity values.
 NP0363
 NP0363;                    North         East    Units  Estimated Accuracy
 NP0363;SPC NE       -   293,200.      230,540.      MT  (+/- 180 meters Scaled)
 NP0363
 NP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG418987(NAD 83)
 NP0363
 NP0363                          SUPERSEDED SURVEY CONTROL
 NP0363
 NP0363  NGVD 29 (??/??/92) 1277.403  (m)         4190.95   (f) ADJ UNCH    1 2
 NP0363
 NP0363.Superseded values are not recommended for survey control.
 NP0363
 NP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0363.See file dsdata.pdf to determine how the superseded data were derived.
 NP0363
 NP0363_MARKER: DB = BENCH MARK DISK
 NP0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0363_STAMPING: D 343 1956
 NP0363_MARK LOGO: CGS
 NP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0363+STABILITY: SURFACE MOTION
 NP0363
 NP0363  HISTORY     - Date     Condition        Report By
 NP0363  HISTORY     - 1956     MONUMENTED       CGS
 NP0363  HISTORY     - 1985     GOOD             NGS
 NP0363
 NP0363                          STATION DESCRIPTION
 NP0363
 NP0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0363'2.9 MI SE FROM MARSLAND.
 NP0363'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0363'RAILROAD FROM THE STATION SIGN AT MARSLAND, 0.2 MILE SOUTH
 NP0363'OF A FARMHOUSE, 12 POLES EAST OF MILEPOST 398, 97 FEET NORTHWEST
 NP0363'OF THE CENTER OF A PRIVATE ROAD CROSSING, 31 FEET NORTH OF THE
 NP0363'NORTH RAIL, 4.3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST
 NP0363'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0363'0.4 FOOT ABOVE THE GROUND, IN SECTION 4, TOWNSHIP 28 NORTH,
 NP0363'RANGE 51 WEST.
 NP0363
 NP0363                          STATION RECOVERY (1985)
 NP0363
 NP0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0363'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0363'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 4.42 KM
 NP0363'(2.75 MI) SOUTHEAST ALONG THE BURLINGTON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0760 ***********************************************************************
 NP0760  DESIGNATION -  D 344 RESET
 NP0760  PID         -  NP0760
 NP0760  STATE/COUNTY-  NE/BOX BUTTE
 NP0760  COUNTRY     -  US
 NP0760  USGS QUAD   -  MARSLAND SE (2017)
 NP0760
 NP0760                         *CURRENT SURVEY CONTROL
 NP0760  ______________________________________________________________________
 NP0760* NAD 83(1986) POSITION- 42 19 20.     (N) 103 14 59.     (W)   SCALED
 NP0760* NAVD 88 ORTHO HEIGHT -  1353.25  (meters)     4439.8   (feet) RESET
 NP0760  ______________________________________________________________________
 NP0760  GEOID HEIGHT    -        -18.215 (meters)                     GEOID18
 NP0760  VERT ORDER      -  THIRD
 NP0760
 NP0760.The horizontal coordinates were scaled from a map and have
 NP0760.an estimated accuracy of +/- 6 seconds.
 NP0760
 NP0760.The orthometric height was computed from unverified reset data.
 NP0760
 NP0760.No vertical observational check was made to the station.
 NP0760
 NP0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0760.GEOID18 height accuracy estimate available here.
 NP0760
 NP0760.Click photographs - Photos may exist for this station.
 NP0760
 NP0760;                    North         East    Units  Estimated Accuracy
 NP0760;SPC NE       -   281,370.      232,250.      MT  (+/- 180 meters Scaled)
 NP0760
 NP0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG442870(NAD 83)
 NP0760
 NP0760                          SUPERSEDED SURVEY CONTROL
 NP0760
 NP0760  NGVD 29 (01/31/13) 1352.58   (m)         4437.6    (f) RESET       3  
 NP0760
 NP0760.Superseded values are not recommended for survey control.
 NP0760
 NP0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0760.See file dsdata.pdf to determine how the superseded data were derived.
 NP0760
 NP0760_MARKER: DV = VERTICAL CONTROL DISK
 NP0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0760_STAMPING: D 344 RESET 1988
 NP0760_MARK LOGO: NGS
 NP0760_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0760+STABILITY: SURFACE MOTION
 NP0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0760+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0760
 NP0760  HISTORY     - Date     Condition        Report By
 NP0760  HISTORY     - 1988     MONUMENTED       NEDR
 NP0760
 NP0760                          STATION DESCRIPTION
 NP0760
 NP0760'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0760'9 MI (14.5 KM) WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY OF
 NP0760'STATE HIGHWAY 2 AND IN THE SE1/4, SEC11, T27N, R51W.  TO REACH THE
 NP0760'MARK FROM THE POST OFFICE, IN HEMINGFORD, GO WEST ON STATE HIGHWAY 2
 NP0760'FOR 9.0 MI (14.5 KM) TO THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE
 NP0760'OF THE JUNCTION WITH A GRAVELED ROAD.  THE DISK IS SET INTO THE TOP
 NP0760'OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT (0.1 M) ABOVE
 NP0760'THE GROUND SURFACE.  IT IS 58.0 FT (17.7 M) NORTH FROM THE CENTERLINE
 NP0760'OF HIGHWAY 2, 46.0 FT (14.0 M) WEST FROM THE CENTERLINE OF THE
 NP0760'GRAVELED ROAD, 20.1 FT (6.1 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 NP0760'A TELEPHONE CABLE RISER POST AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS
 NP0760'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0122 ***********************************************************************
 MN0122  DESIGNATION -  D 345
 MN0122  PID         -  MN0122
 MN0122  STATE/COUNTY-  NE/MORRILL
 MN0122  COUNTRY     -  US
 MN0122  USGS QUAD   -  COWBOY HILL (2017)
 MN0122
 MN0122                         *CURRENT SURVEY CONTROL
 MN0122  ______________________________________________________________________
 MN0122* NAD 83(1986) POSITION- 41 57 21.     (N) 102 59 47.     (W)   SCALED
 MN0122* NAVD 88 ORTHO HEIGHT -  1267.597 (meters)     4158.77  (feet) ADJUSTED
 MN0122  ______________________________________________________________________
 MN0122  GEOID HEIGHT    -        -18.911 (meters)                     GEOID18
 MN0122  DYNAMIC HEIGHT  -       1266.820 (meters)     4156.23  (feet) COMP
 MN0122  MODELED GRAVITY -    979,965.1   (mgal)                       NAVD 88
 MN0122
 MN0122  VERT ORDER      -  FIRST     CLASS II
 MN0122
 MN0122.The horizontal coordinates were scaled from a map and have
 MN0122.an estimated accuracy of +/- 6 seconds.
 MN0122
 MN0122.The orthometric height was determined by differential leveling and
 MN0122.adjusted by the NATIONAL GEODETIC SURVEY
 MN0122.in June 1991.
 MN0122
 MN0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0122.GEOID18 height accuracy estimate available here.
 MN0122
 MN0122.Click photographs - Photos may exist for this station.
 MN0122
 MN0122.The dynamic height is computed by dividing the NAVD 88
 MN0122.geopotential number by the normal gravity value computed on the
 MN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0122.degrees latitude (g = 980.6199 gals.).
 MN0122
 MN0122.The modeled gravity was interpolated from observed gravity values.
 MN0122
 MN0122;                    North         East    Units  Estimated Accuracy
 MN0122;SPC NE       -   239,960.      251,700.      MT  (+/- 180 meters Scaled)
 MN0122
 MN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG660468(NAD 83)
 MN0122
 MN0122                          SUPERSEDED SURVEY CONTROL
 MN0122
 MN0122  NGVD 29 (??/??/92) 1267.009  (m)         4156.85   (f) ADJ UNCH    1 2
 MN0122
 MN0122.Superseded values are not recommended for survey control.
 MN0122
 MN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0122.See file dsdata.pdf to determine how the superseded data were derived.
 MN0122
 MN0122_MARKER: DB = BENCH MARK DISK
 MN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0122_STAMPING: D 345 1956
 MN0122_MARK LOGO: CGS
 MN0122_PROJECTION: PROJECTING 6 CENTIMETERS
 MN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0122+STABILITY: SURFACE MOTION
 MN0122
 MN0122  HISTORY     - Date     Condition        Report By
 MN0122  HISTORY     - 1956     MONUMENTED       CGS
 MN0122  HISTORY     - 1985     GOOD             NGS
 MN0122
 MN0122                          STATION DESCRIPTION
 MN0122
 MN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0122'9.9 MI NE FROM ANGORA.
 MN0122'9.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0122'RAILROAD FROM THE STATION AT ANGORA, 3 POLES NORTHEAST OF MILEPOST
 MN0122'12, 102 FEET NORTHWEST OF THE NORTHWEST RAIL, 107 FEET SOUTHEAST
 MN0122'OF THE CENTER LINE OF STATE HIGHWAY 19, 23.6 FEET SOUTHWEST
 MN0122'OF A TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A WITNESS POST,
 MN0122'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MN0122'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 23
 MN0122'NORTH, RANGE 49 WEST.
 MN0122
 MN0122                          STATION RECOVERY (1985)
 MN0122
 MN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0122'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0122'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0122'15.77 KM (9.8 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0122'31.1 METERS (102 FT) NORTHWEST OF THE NORTHWEST RAIL, 62.8 METERS (206
 MN0122'FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385, 32.6 METERS (107 FT)
 MN0122'SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 19, 23.1 METERS (76 FT)
 MN0122'WEST-SOUTHWEST OF THE THIRD POWER POLE NORTHEAST OF MILEPOLE 12 AND
 MN0122'0.6 METER (2.1 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 MN0122'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MN0122'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1703 ***********************************************************************
 MK1703  DESIGNATION -  D 346
 MK1703  PID         -  MK1703
 MK1703  STATE/COUNTY-  NE/PLATTE
 MK1703  COUNTRY     -  US
 MK1703  USGS QUAD   -  TARNOV (2017)
 MK1703
 MK1703                         *CURRENT SURVEY CONTROL
 MK1703  ______________________________________________________________________
 MK1703* NAD 83(1986) POSITION- 41 32 26.     (N) 097 33 22.     (W)   SCALED
 MK1703* NAVD 88 ORTHO HEIGHT -   477.948 (meters)     1568.07  (feet) ADJUSTED
 MK1703  ______________________________________________________________________
 MK1703  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 MK1703  DYNAMIC HEIGHT  -        477.737 (meters)     1567.38  (feet) COMP
 MK1703  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 MK1703
 MK1703  VERT ORDER      -  SECOND    CLASS 0
 MK1703
 MK1703.The horizontal coordinates were scaled from a map and have
 MK1703.an estimated accuracy of +/- 6 seconds.
 MK1703
 MK1703.The orthometric height was determined by differential leveling and
 MK1703.adjusted by the NATIONAL GEODETIC SURVEY
 MK1703.in June 1991.
 MK1703
 MK1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1703.GEOID18 height accuracy estimate available here.
 MK1703
 MK1703.Click photographs - Photos may exist for this station.
 MK1703
 MK1703.The dynamic height is computed by dividing the NAVD 88
 MK1703.geopotential number by the normal gravity value computed on the
 MK1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1703.degrees latitude (g = 980.6199 gals.).
 MK1703
 MK1703.The modeled gravity was interpolated from observed gravity values.
 MK1703
 MK1703;                    North         East    Units  Estimated Accuracy
 MK1703;SPC NE       -   192,430.      703,830.      MT  (+/- 180 meters Scaled)
 MK1703
 MK1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL204997(NAD 83)
 MK1703
 MK1703                          SUPERSEDED SURVEY CONTROL
 MK1703
 MK1703  NGVD 29 (??/??/92)  477.756  (m)         1567.44   (f) ADJ UNCH    2 0
 MK1703
 MK1703.Superseded values are not recommended for survey control.
 MK1703
 MK1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1703.See file dsdata.pdf to determine how the superseded data were derived.
 MK1703
 MK1703_MARKER: DB = BENCH MARK DISK
 MK1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1703_STAMPING: D 346 1957
 MK1703_MARK LOGO: CGS
 MK1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1703+STABILITY: SURFACE MOTION
 MK1703
 MK1703  HISTORY     - Date     Condition        Report By
 MK1703  HISTORY     - 1957     MONUMENTED       CGS
 MK1703  HISTORY     - 20221122 MARK NOT FOUND   NEPPD
 MK1703
 MK1703                          STATION DESCRIPTION
 MK1703
 MK1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1703'3.8 MI W FROM PLATTE CENTER.
 MK1703'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1703'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1703'IN SECTION 9, T. 18 N., R. 2 W., 46 FEET NORTH OF THE CENTER
 MK1703'LINE OF THE ROAD, 34 FEET EAST OF THE CENTER LINE OF A ROAD NORTH,
 MK1703'58 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 124 FEET
 MK1703'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 24 FEET
 MK1703'SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 MK1703'POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 MK1703'CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1703
 MK1703                          STATION RECOVERY (2022)
 MK1703
 MK1703'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1703'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0201 ***********************************************************************
 NO0201  DESIGNATION -  D 347
 NO0201  PID         -  NO0201
 NO0201  STATE/COUNTY-  NE/CHERRY
 NO0201  COUNTRY     -  US
 NO0201  USGS QUAD   -  NENZEL (2017)
 NO0201
 NO0201                         *CURRENT SURVEY CONTROL
 NO0201  ______________________________________________________________________
 NO0201* NAD 83(1986) POSITION- 42 55 43.12   (N) 101 06 32.73   (W)   HD_HELD1
 NO0201* NAVD 88 ORTHO HEIGHT -   948.774 (meters)     3112.77  (feet) ADJUSTED
 NO0201  ______________________________________________________________________
 NO0201  GEOID HEIGHT    -        -20.650 (meters)                     GEOID18
 NO0201  DYNAMIC HEIGHT  -        948.371 (meters)     3111.45  (feet) COMP
 NO0201  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 NO0201
 NO0201  VERT ORDER      -  FIRST     CLASS II
 NO0201
 NO0201.The horizontal coordinates were determined by differentially corrected
 NO0201.hand held GPS observations or other comparable positioning techniques
 NO0201.and have an estimated accuracy of +/- 3 meters.
 NO0201
 NO0201.The orthometric height was determined by differential leveling and
 NO0201.adjusted by the NATIONAL GEODETIC SURVEY
 NO0201.in June 1991.
 NO0201
 NO0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0201.GEOID18 height accuracy estimate available here.
 NO0201
 NO0201.Click photographs - Photos may exist for this station.
 NO0201
 NO0201.The dynamic height is computed by dividing the NAVD 88
 NO0201.geopotential number by the normal gravity value computed on the
 NO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0201.degrees latitude (g = 980.6199 gals.).
 NO0201
 NO0201.The modeled gravity was interpolated from observed gravity values.
 NO0201
 NO0201;                    North         East    Units  Estimated Accuracy
 NO0201;SPC NE       -   344,275.0     409,464.4     MT  (+/- 3 meters HH1 GPS) 
 NO0201
 NO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2788955048(NAD 83)
 NO0201
 NO0201                          SUPERSEDED SURVEY CONTROL
 NO0201
 NO0201  NGVD 29 (??/??/92)  948.410  (m)         3111.58   (f) ADJ UNCH    1 2
 NO0201
 NO0201.Superseded values are not recommended for survey control.
 NO0201
 NO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0201.See file dsdata.pdf to determine how the superseded data were derived.
 NO0201
 NO0201_MARKER: DB = BENCH MARK DISK
 NO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0201_STAMPING: D 347 1957
 NO0201_MARK LOGO: CGS
 NO0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0201+STABILITY: SURFACE MOTION
 NO0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0201+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1999
 NO0201
 NO0201  HISTORY     - Date     Condition        Report By
 NO0201  HISTORY     - 1957     MONUMENTED       CGS
 NO0201  HISTORY     - 19990809 GOOD             NEDR
 NO0201
 NO0201                          STATION DESCRIPTION
 NO0201
 NO0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0201'7.3 MI E FROM CODY.
 NO0201'ABOUT 7.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0201'FROM THE STATION AT CODY, 8.25 MILES WEST OF THE STATION AT KILGORE,
 NO0201'0.3 MILE WEST OF THE ROAD CROSSING AT NENZEL, IN SECTION 17,
 NO0201'T. 34 N., R. 32 W., 217 FEET NORTHWEST AND ACROSS THE TRACK
 NO0201'FROM MILEPOST 300, 94 FEET NORTH OF THE NORTH RAIL, 143 FEET
 NO0201'NORTHEAST OF THE CENTER OF THE CROSSING OF THE TRACK AND A RANCH
 NO0201'ROAD NORTHWEST, 2 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET EAST OF A
 NO0201'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND IN
 NO0201'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NO0201
 NO0201                          STATION RECOVERY (1999)
 NO0201
 NO0201'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0201'0.3 MI (0.5 KM) WEST ALONG U.S.  HIGHWAY 20 FROM THE JUNCTION WITH
 NO0201'STATE ROAD S16F SPUR, AT NENZEL, TO THE MARK, AT HIHGHWAY REFERENCE
 NO0201'POST 166+70, NEAR THE NORTH RIGHT-OF-WAY FENCE AND IN SEC17, T34N,
 NO0201'R32W.  IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 232 FT
 NO0201'(70.7 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 248.9 FT (75.9 M)
 NO0201'EAST OF A FENCELINE LEADING NORTH, 219.0 FT (66.8 M) NORTHWEST OF
 NO0201'RAILROAD MILEPOST 300, 1.60 FT (0.49 M) SOUTH OF AN EAST-WEST
 NO0201'FENCELINE, AND 1.10 FT (0.34 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0215 ***********************************************************************
 NP0215  DESIGNATION -  D 348
 NP0215  PID         -  NP0215
 NP0215  STATE/COUNTY-  NE/DAWES
 NP0215  COUNTRY     -  US
 NP0215  USGS QUAD   -  HAY SPRINGS CREEK (2017)
 NP0215
 NP0215                         *CURRENT SURVEY CONTROL
 NP0215  ______________________________________________________________________
 NP0215* NAD 83(1986) POSITION- 42 44 39.     (N) 102 46 56.     (W)   SCALED
 NP0215* NAVD 88 ORTHO HEIGHT -  1155.548 (meters)     3791.16  (feet) ADJUSTED
 NP0215  ______________________________________________________________________
 NP0215  GEOID HEIGHT    -        -17.955 (meters)                     GEOID18
 NP0215  DYNAMIC HEIGHT  -       1154.957 (meters)     3789.22  (feet) COMP
 NP0215  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 NP0215
 NP0215  VERT ORDER      -  FIRST     CLASS II
 NP0215
 NP0215.The horizontal coordinates were scaled from a map and have
 NP0215.an estimated accuracy of +/- 6 seconds.
 NP0215
 NP0215.The orthometric height was determined by differential leveling and
 NP0215.adjusted by the NATIONAL GEODETIC SURVEY
 NP0215.in June 1991.
 NP0215
 NP0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0215.GEOID18 height accuracy estimate available here.
 NP0215
 NP0215.Click photographs - Photos may exist for this station.
 NP0215
 NP0215.The dynamic height is computed by dividing the NAVD 88
 NP0215.geopotential number by the normal gravity value computed on the
 NP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0215.degrees latitude (g = 980.6199 gals.).
 NP0215
 NP0215.The modeled gravity was interpolated from observed gravity values.
 NP0215
 NP0215;                    North         East    Units  Estimated Accuracy
 NP0215;SPC NE       -   326,870.      272,260.      MT  (+/- 180 meters Scaled)
 NP0215
 NP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH815347(NAD 83)
 NP0215
 NP0215                          SUPERSEDED SURVEY CONTROL
 NP0215
 NP0215  NGVD 29 (??/??/92) 1154.998  (m)         3789.36   (f) ADJ UNCH    1 2
 NP0215
 NP0215.Superseded values are not recommended for survey control.
 NP0215
 NP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0215.See file dsdata.pdf to determine how the superseded data were derived.
 NP0215
 NP0215_MARKER: DB = BENCH MARK DISK
 NP0215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0215_SP_SET: CULVERT HEADWALL
 NP0215_STAMPING: D 348 1957
 NP0215_MARK LOGO: CGS
 NP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0215+STABILITY: SURFACE MOTION
 NP0215
 NP0215  HISTORY     - Date     Condition        Report By
 NP0215  HISTORY     - 1957     MONUMENTED       CGS
 NP0215
 NP0215                          STATION DESCRIPTION
 NP0215
 NP0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0215'6.6 MI NW FROM HAY SPRINGS.
 NP0215'ABOUT 6.55 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0215'RAILWAY FROM THE STATION AT HAY SPRINGS, IN SECTION 13 OR 24
 NP0215'T. 32 N., R. 47 W., 27 FEET NORTH OF THE FIFTH POLE NORTHWEST OF
 NP0215'MILEPOST 393, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 NP0215'BELOW THE TRACK AND IN THE TOP OF THE SOUTHEAST END OF THE
 NP0215'SOUTHWEST STONE HEADWALL OF A 24-INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0251 ***********************************************************************
 NP0251  DESIGNATION -  D 349
 NP0251  PID         -  NP0251
 NP0251  STATE/COUNTY-  NE/DAWES
 NP0251  COUNTRY     -  US
 NP0251  USGS QUAD   -  CHADRON WEST (2017)
 NP0251
 NP0251                         *CURRENT SURVEY CONTROL
 NP0251  ______________________________________________________________________
 NP0251* NAD 83(1986) POSITION- 42 49 44.     (N) 103 05 47.     (W)   SCALED
 NP0251* NAVD 88 ORTHO HEIGHT -  1008.699 (meters)     3309.37  (feet) ADJUSTED
 NP0251  ______________________________________________________________________
 NP0251  GEOID HEIGHT    -        -17.949 (meters)                     GEOID18
 NP0251  DYNAMIC HEIGHT  -       1008.197 (meters)     3307.73  (feet) COMP
 NP0251  MODELED GRAVITY -    980,089.3   (mgal)                       NAVD 88
 NP0251
 NP0251  VERT ORDER      -  FIRST     CLASS II
 NP0251
 NP0251.This mark is at Chadron Municipal Airport (CDR)
 NP0251
 NP0251.The horizontal coordinates were scaled from a map and have
 NP0251.an estimated accuracy of +/- 6 seconds.
 NP0251
 NP0251.The orthometric height was determined by differential leveling and
 NP0251.adjusted by the NATIONAL GEODETIC SURVEY
 NP0251.in June 1991.
 NP0251
 NP0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0251.GEOID18 height accuracy estimate available here.
 NP0251
 NP0251.Click photographs - Photos may exist for this station.
 NP0251
 NP0251.The dynamic height is computed by dividing the NAVD 88
 NP0251.geopotential number by the normal gravity value computed on the
 NP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0251.degrees latitude (g = 980.6199 gals.).
 NP0251
 NP0251.The modeled gravity was interpolated from observed gravity values.
 NP0251
 NP0251;                    North         East    Units  Estimated Accuracy
 NP0251;SPC NE       -   337,150.      246,890.      MT  (+/- 180 meters Scaled)
 NP0251
 NP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH555435(NAD 83)
 NP0251
 NP0251                          SUPERSEDED SURVEY CONTROL
 NP0251
 NP0251  NGVD 29 (??/??/92) 1008.151  (m)         3307.58   (f) ADJ UNCH    1 2
 NP0251
 NP0251.Superseded values are not recommended for survey control.
 NP0251
 NP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0251.See file dsdata.pdf to determine how the superseded data were derived.
 NP0251
 NP0251_MARKER: DB = BENCH MARK DISK
 NP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0251_STAMPING: D 349 1957
 NP0251_MARK LOGO: CGS
 NP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0251+STABILITY: SURFACE MOTION
 NP0251
 NP0251  HISTORY     - Date     Condition        Report By
 NP0251  HISTORY     - 1957     MONUMENTED       CGS
 NP0251  HISTORY     - 1969     GOOD             CGS
 NP0251  HISTORY     - 1980     GOOD             NGS
 NP0251
 NP0251                          STATION DESCRIPTION
 NP0251
 NP0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0251'4.9 MI W FROM CHADRON.
 NP0251'ABOUT 4.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0251'AT CHADRON, IN SECTION 16, T. 33 N., R. 49 W., AT CHADRON
 NP0251'AIRPORT, 0.2 MILE EAST OF THE ENTRANCE, 126 FEET NORTH OF THE
 NP0251'CENTER LINE OF THE HIGHWAY, UNDER THE AIRWAY BEACON TOWER AND
 NP0251'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 NP0251
 NP0251                          STATION RECOVERY (1969)
 NP0251
 NP0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NP0251'RECOVERED IN GOOD CONDITION.
 NP0251
 NP0251                          STATION RECOVERY (1980)
 NP0251
 NP0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0055 ***********************************************************************
 NP0055  DESIGNATION -  D 35
 NP0055  PID         -  NP0055
 NP0055  STATE/COUNTY-  NE/SHERIDAN
 NP0055  COUNTRY     -  US
 NP0055  USGS QUAD   -  GORDON NW (2017)
 NP0055
 NP0055                         *CURRENT SURVEY CONTROL
 NP0055  ______________________________________________________________________
 NP0055* NAD 83(1986) POSITION- 42 54 08.     (N) 102 13 15.     (W)   SCALED
 NP0055* NAVD 88 ORTHO HEIGHT -  1145.329 (meters)     3757.63  (feet) ADJUSTED
 NP0055  ______________________________________________________________________
 NP0055  GEOID HEIGHT    -        -18.365 (meters)                     GEOID18
 NP0055  DYNAMIC HEIGHT  -       1144.790 (meters)     3755.87  (feet) COMP
 NP0055  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 NP0055
 NP0055  VERT ORDER      -  SECOND    CLASS 0
 NP0055
 NP0055.The horizontal coordinates were scaled from a map and have
 NP0055.an estimated accuracy of +/- 6 seconds.
 NP0055
 NP0055.The orthometric height was determined by differential leveling and
 NP0055.adjusted by the NATIONAL GEODETIC SURVEY
 NP0055.in June 1991.
 NP0055
 NP0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0055.GEOID18 height accuracy estimate available here.
 NP0055
 NP0055.Click photographs - Photos may exist for this station.
 NP0055
 NP0055.The dynamic height is computed by dividing the NAVD 88
 NP0055.geopotential number by the normal gravity value computed on the
 NP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0055.degrees latitude (g = 980.6199 gals.).
 NP0055
 NP0055.The modeled gravity was interpolated from observed gravity values.
 NP0055
 NP0055;                    North         East    Units  Estimated Accuracy
 NP0055;SPC NE       -   343,090.      318,650.      MT  (+/- 180 meters Scaled)
 NP0055
 NP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH268537(NAD 83)
 NP0055
 NP0055                          SUPERSEDED SURVEY CONTROL
 NP0055
 NP0055  NGVD 29 (??/??/92) 1144.820  (m)         3755.96   (f) ADJ UNCH    2 0
 NP0055
 NP0055.Superseded values are not recommended for survey control.
 NP0055
 NP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0055.See file dsdata.pdf to determine how the superseded data were derived.
 NP0055
 NP0055_MARKER: DB = BENCH MARK DISK
 NP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0055_STAMPING: D 35 1934
 NP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0055+STABILITY: SURFACE MOTION
 NP0055
 NP0055  HISTORY     - Date     Condition        Report By
 NP0055  HISTORY     - 1934     MONUMENTED       CGS
 NP0055  HISTORY     - 1969     GOOD             USGS
 NP0055
 NP0055                          STATION DESCRIPTION
 NP0055
 NP0055'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NP0055'8 MI NW FROM GORDON.
 NP0055'GORDON, 7 MILES NORTH AND 1 MILE WEST ALONG STATE HIGHWAY 27
 NP0055'FROM CHICAGO AND NORTHWESTERN RR DEPOT.  NEAR SECTIONS CORNERS
 NP0055'7, 12, 13, 18, T-34, R. 42 W.  435 FEET NORTHEAST OF FENCE
 NP0055'CORNER, 310 FEET EAST OF N-S FENCE.  315 FEET NORTH OF E-W FENCE.
 NP0055'SET IN CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 NP0055'1 FOOT SW OF A WITNESS MARK.  A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0321 ***********************************************************************
 NO0321  CBN         -  This is a Cooperative Base Network Control Station.
 NO0321  DESIGNATION -  D 350
 NO0321  PID         -  NO0321
 NO0321  STATE/COUNTY-  NE/CHERRY
 NO0321  COUNTRY     -  US
 NO0321  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0321
 NO0321                         *CURRENT SURVEY CONTROL
 NO0321  ______________________________________________________________________
 NO0321* NAD 83(2011) POSITION- 42 54 48.61289(N) 101 47 26.12776(W)   ADJUSTED
 NO0321* NAD 83(2011) ELLIP HT-   995.892 (meters)        (06/27/12)   ADJUSTED
 NO0321* NAD 83(2011) EPOCH   -  2010.00
 NO0321* NAVD 88 ORTHO HEIGHT -  1015.098 (meters)     3330.37  (feet) ADJUSTED
 NO0321  ______________________________________________________________________
 NO0321  GEOID HEIGHT    -        -19.215 (meters)                     GEOID18
 NO0321  NAD 83(2011) X  -   -956,132.026 (meters)                     COMP
 NO0321  NAD 83(2011) Y  - -4,580,503.445 (meters)                     COMP
 NO0321  NAD 83(2011) Z  -  4,321,147.296 (meters)                     COMP
 NO0321  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 NO0321  DYNAMIC HEIGHT  -       1014.644 (meters)     3328.88  (feet) COMP
 NO0321  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 NO0321
 NO0321  VERT ORDER      -  FIRST     CLASS II
 NO0321
 NO0321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0321  Standards:
 NO0321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0321  -------------------------------------------------------------------
 NO0321  NETWORK    0.46   1.18           0.22   0.14   0.60     -0.10643668
 NO0321  -------------------------------------------------------------------
 NO0321  Click here for local accuracies and other accuracy information.
 NO0321
 NO0321.The horizontal coordinates were established by GPS observations
 NO0321.and adjusted by the National Geodetic Survey in June 2012.
 NO0321
 NO0321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0321.been affixed to the stable North American tectonic plate. See 
 NO0321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0321
 NO0321.The horizontal coordinates are valid at the epoch date displayed above
 NO0321.which is a decimal equivalence of Year/Month/Day.
 NO0321
 NO0321.The orthometric height was determined by differential leveling and
 NO0321.adjusted by the NATIONAL GEODETIC SURVEY
 NO0321.in June 1991.
 NO0321
 NO0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0321.GEOID18 height accuracy estimate available here.
 NO0321
 NO0321.Click photographs - Photos may exist for this station.
 NO0321
 NO0321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0321
 NO0321.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0321
 NO0321.The ellipsoidal height was determined by GPS observations
 NO0321.and is referenced to NAD 83.
 NO0321
 NO0321.The dynamic height is computed by dividing the NAVD 88
 NO0321.geopotential number by the normal gravity value computed on the
 NO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0321.degrees latitude (g = 980.6199 gals.).
 NO0321
 NO0321.The modeled gravity was interpolated from observed gravity values.
 NO0321
 NO0321. The following values were computed from the NAD 83(2011) position.
 NO0321
 NO0321;                    North         East     Units Scale Factor Converg.
 NO0321;SPC NE       -   343,526.311   353,804.921   MT  0.99996147   -1 11 11.8
 NO0321;SPC NE       - 1,127,052.57  1,160,774.98   sFT  0.99996147   -1 11 11.8
 NO0321;UTM  14      - 4,754,988.104   272,218.032   MT  1.00023834   -1 54 03.3
 NO0321
 NO0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0321!SPC NE       -   0.99984384  x   0.99996147  =   0.99980532
 NO0321!UTM  14      -   0.99984384  x   1.00023834  =   1.00008215
 NO0321
 NO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7221854988(NAD 83)
 NO0321
 NO0321                          SUPERSEDED SURVEY CONTROL
 NO0321
 NO0321  NAD 83(2007)-  42 54 48.61275(N)    101 47 26.12888(W) AD(2002.00) 0
 NO0321  ELLIP H (02/10/07)  995.920  (m)                       GP(2002.00)    
 NO0321  ELLIP H (09/24/01)  995.895  (m)                       GP(       ) 4 1
 NO0321  NAD 83(1995)-  42 54 48.61210(N)    101 47 26.12919(W) AD(       ) B
 NO0321  ELLIP H (06/25/96)  995.952  (m)                       GP(       ) 1 1
 NO0321  ELLIP H (01/07/93)  996.208  (m)                       GP(       ) 4 2
 NO0321  NAD 83(1986)-  42 54 48.60693(N)    101 47 26.13216(W) AD(       ) 1
 NO0321  NAVD 88            1015.10   (m)         3330.4    (f) LEVELING    3  
 NO0321  NGVD 29 (??/??/92) 1014.662  (m)         3328.94   (f) ADJ UNCH    1 2
 NO0321  NGVD 29 (02/23/90) 1015.     (m)  RAPSU86  model used  GPS OBS        
 NO0321
 NO0321.Superseded values are not recommended for survey control.
 NO0321
 NO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0321.See file dsdata.pdf to determine how the superseded data were derived.
 NO0321
 NO0321_MARKER: DB = BENCH MARK DISK
 NO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0321_STAMPING: D 350 1957
 NO0321_MARK LOGO: CGS
 NO0321_PROJECTION: PROJECTING 6 CENTIMETERS
 NO0321_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0321+STABILITY: SURFACE MOTION
 NO0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0321+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2018
 NO0321
 NO0321  HISTORY     - Date     Condition        Report By
 NO0321  HISTORY     - 1957     MONUMENTED       CGS
 NO0321  HISTORY     - 19890608 GOOD             NGS
 NO0321  HISTORY     - 19950518 GOOD             NGS
 NO0321  HISTORY     - 20160912 GOOD             NEGS
 NO0321  HISTORY     - 20180213 GOOD             NEGS
 NO0321
 NO0321                          STATION DESCRIPTION
 NO0321
 NO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0321'4.8 MI W FROM MERRIMAN.
 NO0321'ABOUT 4.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0321'RAILWAY FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W.,
 NO0321'SECTION 22., ON THE SOUTHWEST EDGE OF A SLIGHT SANDY KNOLL, IN
 NO0321'LINE WITH A ROW OF TELEPHONE POLES, 96 FEET NORTHEAST OF MILEPOST
 NO0321'337, 42 FEET NORTH WEST OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NO0321'40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET NORTHEAST
 NO0321'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 NO0321'POST WHICH PROJECTS 1 FOOT.
 NO0321
 NO0321                          STATION RECOVERY (1989)
 NO0321
 NO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0321'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) WEST-SOUTHWEST OF
 NO0321'MERRIMAN, NEAR THE NORTHEAST END OF A SMALL LAKE, 29 M (95.1 FT)
 NO0321'NORTHEAST OF CHICAGO AND NW RR MILEPOST 337, IN A MEDIAN BETWEEN THE
 NO0321'REMAINS OF OLD U.S. HIGHWAY 20 AND THE CHICAGO AND NW RR TRACK.
 NO0321'OWNERSHIP--CHICAGO AND NW RR.
 NO0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NO0321'ROUTE 61 SOUTH IN MERRIMAN, GO WESTERLY ON U.S. HIGHWAY 20 FOR 7.6 KM
 NO0321'(4.70 MI) TO THE PURTA DE FLECHA RANCH ENTRANCE ROAD ON THE LEFT.
 NO0321'CONTINUE WESTERLY ON THE HIGHWAY FOR 0.48 KM (0.30 MI) TO A DIM TRACK
 NO0321'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY FOR ABOUT 50 M
 NO0321'(164.0 FT) TO THE DETERIORATED PAVEMENT OF OLD U.S. HIGHWAY 20.  TURN
 NO0321'RIGHT AND GO NORTHEAST ALONG THE OLD HIGHWAY FOR 0.2 KM (0.10 MI) TO
 NO0321'THE STATION ON THE LEFT.
 NO0321'THE STATION MARK IS SET IN-LINE WITH A ROW OF UTILITY POLES PARALLEL
 NO0321'TO THE RAILROAD TRACK, 16.8 M (55.1 FT) SOUTHWEST OF A UTILITY POLE,
 NO0321'12.6 M (41.3 FT) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE OLD
 NO0321'HIGHWAY, 12.1 M (39.7 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NO0321'RAILROAD TRACK, 0.5 M (1.6 FT) NORTHEAST OF A 4X4 WOODEN POST, 0.45 M
 NO0321'(1.5 FT) SOUTHWEST OF A WITNESS POST AND PROJECTS 2 CM ABOVE THE
 NO0321'SURFACE.
 NO0321'DESCRIBED BY E.A.RICE.
 NO0321
 NO0321                          STATION RECOVERY (1995)
 NO0321
 NO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0321'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF MERRIMAN, ABOUT 250
 NO0321'FT (76.2 M) EAST OF THE NORTHEAST EDGE OF A SMALL LAKE, ABOUT 250 FT
 NO0321'(76.2 M) NORTH OF U.S. HIGHWAY 20, BETWEEN AN OLD ALIGNMENT OF THE
 NO0321'HIGHWAY AND AN OLD RAILROAD, ON PROPERTY OWNED BY THE NEBRASKA GAMES
 NO0321'AND PARKS COMMISSION AND IN THE NE1/4, SEC21, T34N, R38W.  TO REACH
 NO0321'THE MARK FROM THE JUNCTION OF STATE HIGHWAY 61 AND U.S. HIGHWAY 20 AT
 NO0321'THE POST OFFICE IN MERRIMAN, GO WEST AND SOUTHWEST ON HIGHWAY 20 FOR
 NO0321'4.7 MI (7.6 KM) TO THE ENTRANCE TO THE PORTA DE FLECHA RANCH ON THE
 NO0321'LEFT.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.2 MI (0.3 KM) TO THE
 NO0321'MARK ON THE RIGHT.  TO DRIVE TO THE MARK, CONTINUE SOUTHWEST ON THE
 NO0321'HIGHWAY FOR 0.1 MI (0.2 KM), TURN RIGHT ONTO A VERY DIM TRACK AND GO
 NO0321'ABOUT 200 FT (61.0 M) TO THE OLD HIGHWAY ALIGNMENT.  TURN RIGHT AND GO
 NO0321'NORTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT. THE DISK IS SET
 NO0321'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT
 NO0321'(6.1 CM) ABOVE THE GROUND.  IT IS 167.7 FT (51.1 M) SOUTHWEST OF A
 NO0321'FENCE CORNER, 96.5 FT (29.4 M) NORTHEAST OF A POLE WITH THE RAILROAD
 NO0321'MILEAGE 337 ATTACHED, 85.5 FT (26.1 M) SOUTHEAST OF THE OLD RAILROAD
 NO0321'RIGHT-OF-WAY FENCE, 42.0 FT (12.8 M) SOUTHEAST OF THE CENTERLINE OF
 NO0321'THE OLD TRACK, 41.0 FT (12.5 M) NORTHWEST OF THE CENTERLINE OF THE OLD
 NO0321'HIGHWAY ALIGNMENT, 1.5 FT (0.5 M) SOUTHWEST OF A FIBERGLASS WITNESS
 NO0321'POST, 2.2 FT (0.7 M) SOUTHEAST OF A PLASTIC WITNESS POST, AND 1.4 FT
 NO0321'(0.4 M) NORTHEAST OF A WOODEN WITNESS POST.  REBAR WAS DRIVEN ALONG
 NO0321'THE SOUTH SIDE OF THE MARK.
 NO0321
 NO0321                          STATION RECOVERY (2016)
 NO0321
 NO0321'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NO0321'FOUND GOOD
 NO0321
 NO0321                          STATION RECOVERY (2018)
 NO0321
 NO0321'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NO0321'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NO0321'61 IN MERRIMAN, GO WEST ON U.S. 20 FOR 4.83 MI (7.77 KM) TO THE
 NO0321'STATION ON THE RIGHT.
 NO0321'
 NO0321'THE MARK IS APPROXIMATELY 200 FT (61.0 M) NORTHWEST OF U.S. HIGHWAY 20
 NO0321'AT MILE POST 130.95 BETWEEN AN OLD ALIGNMENT OF HIGHWAY 20 AND AN
 NO0321'ABANDONED RAILROAD GRADE.  AT MILE POST 4.93 ON U.S. HIGHWAY 20 IS A
 NO0321'TRAIL THAT IS ON THE RIGHT (NORTH) SIDE OF THE HIGHWAY.  TURN RIGHT
 NO0321'(NORTH-NORTHWEST) ONTO THE TRAIL AND DRIVE APPROXIMATELY 260 FT (79.2
 NO0321'M) TO AN ABANDONED RAILROAD BED.  TURN RIGHT (EAST-NORTHEAST) ONTO THE
 NO0321'RAILROAD BED AND GO 520 FT (158.5 M) TO MARK ON THE RIGHT.
 NO0321'
 NO0321'THE MONUMENT IS LOCATED 42 FT (12.8 M) SOUTH-SOUTHEAST OF THE RAILROAD
 NO0321'BED CENTERLINE, 168 FT (51.2 M) SOUTHWEST OF A FENCE CORNER, 1.5 FT
 NO0321'(0.5 M) SOUTHWEST OF A FIBERGLASS WITNESS POST, 41.0 FT (12.5 M)
 NO0321'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY ALIGNMENT, 96.5 FT
 NO0321'(29.4 M) NORTHEAST OF A POLE WITH A RAILROAD SIGN (MILEAGE 337)
 NO0321'ATTACHED AND 2.2 FT (0.7 M) SOUTHEAST OF A PLASTIC WITNESS.
 NO0321'
 NO0321'NOTE-ACCESS TO THE MARK USING THE OLD HIGHWAY ALIGNMENT IS NOT
 NO0321'POSSIBLE DUE TO DOWNED TREES.  (2-13-18).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0011 ***********************************************************************
 NP0011  DESIGNATION -  D 351
 NP0011  PID         -  NP0011
 NP0011  STATE/COUNTY-  NE/SHERIDAN
 NP0011  COUNTRY     -  US
 NP0011  USGS QUAD   -  GORDON (2017)
 NP0011
 NP0011                         *CURRENT SURVEY CONTROL
 NP0011  ______________________________________________________________________
 NP0011* NAD 83(1986) POSITION- 42 49 17.     (N) 102 08 33.     (W)   SCALED
 NP0011* NAVD 88 ORTHO HEIGHT -  1089.863 (meters)     3575.66  (feet) ADJUSTED
 NP0011  ______________________________________________________________________
 NP0011  GEOID HEIGHT    -        -18.534 (meters)                     GEOID18
 NP0011  DYNAMIC HEIGHT  -       1089.346 (meters)     3573.96  (feet) COMP
 NP0011  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 NP0011
 NP0011  VERT ORDER      -  FIRST     CLASS II
 NP0011
 NP0011.The horizontal coordinates were scaled from a map and have
 NP0011.an estimated accuracy of +/- 6 seconds.
 NP0011
 NP0011.The orthometric height was determined by differential leveling and
 NP0011.adjusted by the NATIONAL GEODETIC SURVEY
 NP0011.in June 1991.
 NP0011
 NP0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0011.GEOID18 height accuracy estimate available here.
 NP0011
 NP0011.Click photographs - Photos may exist for this station.
 NP0011
 NP0011.The dynamic height is computed by dividing the NAVD 88
 NP0011.geopotential number by the normal gravity value computed on the
 NP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0011.degrees latitude (g = 980.6199 gals.).
 NP0011
 NP0011.The modeled gravity was interpolated from observed gravity values.
 NP0011
 NP0011;                    North         East    Units  Estimated Accuracy
 NP0011;SPC NE       -   333,950.      324,830.      MT  (+/- 180 meters Scaled)
 NP0011
 NP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH335449(NAD 83)
 NP0011
 NP0011                          SUPERSEDED SURVEY CONTROL
 NP0011
 NP0011  NGVD 29 (??/??/92) 1089.380  (m)         3574.07   (f) ADJ UNCH    1 2
 NP0011
 NP0011.Superseded values are not recommended for survey control.
 NP0011
 NP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0011.See file dsdata.pdf to determine how the superseded data were derived.
 NP0011
 NP0011_MARKER: DB = BENCH MARK DISK
 NP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0011_STAMPING: D 351 1957
 NP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0011+STABILITY: SURFACE MOTION
 NP0011
 NP0011  HISTORY     - Date     Condition        Report By
 NP0011  HISTORY     - 1957     MONUMENTED       CGS
 NP0011
 NP0011                          STATION DESCRIPTION
 NP0011
 NP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0011'3.1 MI E FROM GORDON.
 NP0011'ABOUT 3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0011'FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., AND IN THE
 NP0011'WEST SIDE OF SECTION 22., 126 FEET SOUTH OF THE CENTER LINE OF A
 NP0011'ROAD CROSSING, 92 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK
 NP0011'ROAD, 95 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 59 FEET EAST OF
 NP0011'A TELEPHONE POLE, ABOUT 50 FEET EAST OF THE TOP OF A GRASSY MOUND
 NP0011'OF DIRT, 2 FEET NORTH WEST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST
 NP0011'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NP0011'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0050 ***********************************************************************
 NP0050  DESIGNATION -  D 352
 NP0050  PID         -  NP0050
 NP0050  STATE/COUNTY-  NE/SHERIDAN
 NP0050  COUNTRY     -  US
 NP0050  USGS QUAD   -  RUSHVILLE (2017)
 NP0050
 NP0050                         *CURRENT SURVEY CONTROL
 NP0050  ______________________________________________________________________
 NP0050* NAD 83(1995) POSITION- 42 42 59.47564(N) 102 29 18.18456(W)   ADJUSTED
 NP0050* NAVD 88 ORTHO HEIGHT -  1135.343 (meters)     3724.87  (feet) ADJUSTED
 NP0050  ______________________________________________________________________
 NP0050  GEOID HEIGHT    -        -18.147 (meters)                     GEOID18
 NP0050  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 NP0050  DYNAMIC HEIGHT  -       1134.769 (meters)     3722.99  (feet) COMP
 NP0050  MODELED GRAVITY -    980,076.3   (mgal)                       NAVD 88
 NP0050
 NP0050  HORZ ORDER      -  SECOND
 NP0050  VERT ORDER      -  FIRST     CLASS II
 NP0050
 NP0050.The horizontal coordinates were established by classical geodetic methods
 NP0050.and adjusted by the National Geodetic Survey in August 1997.
 NP0050
 NP0050.The orthometric height was determined by differential leveling and
 NP0050.adjusted by the NATIONAL GEODETIC SURVEY
 NP0050.in June 1991.
 NP0050
 NP0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0050.GEOID18 height accuracy estimate available here.
 NP0050
 NP0050.Click photographs - Photos may exist for this station.
 NP0050
 NP0050.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0050
 NP0050.The dynamic height is computed by dividing the NAVD 88
 NP0050.geopotential number by the normal gravity value computed on the
 NP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0050.degrees latitude (g = 980.6199 gals.).
 NP0050
 NP0050.The modeled gravity was interpolated from observed gravity values.
 NP0050
 NP0050. The following values were computed from the NAD 83(1995) position.
 NP0050
 NP0050;                    North         East     Units Scale Factor Converg.
 NP0050;SPC NE       -   323,064.259   296,216.534   MT  0.99988238   -1 38 56.6
 NP0050;SPC NE       - 1,059,919.99    971,837.08   sFT  0.99988238   -1 38 56.6
 NP0050;UTM  13      - 4,732,394.630   705,661.586   MT  1.00012040   +1 42 15.9
 NP0050
 NP0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0050!SPC NE       -   0.99982482  x   0.99988238  =   0.99970722
 NP0050!UTM  13      -   0.99982482  x   1.00012040  =   0.99994520
 NP0050
 NP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0566132394(NAD 83)
 NP0050
 NP0050                          SUPERSEDED SURVEY CONTROL
 NP0050
 NP0050  NAD 83(1993)-  42 42 59.47167(N)    102 29 18.18661(W) AD(       ) 2
 NP0050  NAD 83(1986)-  42 42 59.46690(N)    102 29 18.18305(W) AD(       ) 2
 NP0050  NAD 27      -  42 42 59.52318(N)    102 29 16.54920(W) AD(       ) 2
 NP0050  NGVD 29 (??/??/92) 1134.817  (m)         3723.15   (f) ADJ UNCH    1 2
 NP0050  NGVD 29            1134.82   (m)         3723.2    (f) LEVELING    3  
 NP0050
 NP0050.Superseded values are not recommended for survey control.
 NP0050
 NP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0050.See file dsdata.pdf to determine how the superseded data were derived.
 NP0050
 NP0050_MARKER: DB = BENCH MARK DISK
 NP0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0050_STAMPING: D 352 1957
 NP0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0050
 NP0050  HISTORY     - Date     Condition        Report By
 NP0050  HISTORY     - 1957     MONUMENTED       CGS
 NP0050  HISTORY     - 1968     GOOD             USGS
 NP0050
 NP0050                          STATION DESCRIPTION
 NP0050
 NP0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0050'1.2 MI SW FROM RUSHVILLE.
 NP0050'ABOUT 1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0050'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 44 W., AND
 NP0050'ON THE SECTION LINE OF SECTIONS 29 AND 32., 0.2 MILE WEST OF A
 NP0050'TRESTLE OVER RUSH CREEK, IN LINE WITH A ROW OF TELEPHONE POLES,
 NP0050'59 FEET NORTH OF U.S. HIGHWAY 20, 38 1/2 FEET SOUTH OF THE SOUTH
 NP0050'RAIL, 14 1/2 FEET WEST OF THE FIRST POLE EAST OF MILEPOST 376,
 NP0050'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 NP0050'FEET BELOW THE TOP OF THE RAILS, A DISK ON THE TOP OF A
 NP0050'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 20
 NP0050'FEET.  ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
 NP0050
 NP0050                          STATION RECOVERY (1968)
 NP0050
 NP0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0050'LOCATED ABOUT 1.2 MILES SW ALONG THE CHICAGO AND NORTHWESTERN
 NP0050'RAILWAY FROM THE STATION AT RUSHVILLE, IN T32N, R44W, AND
 NP0050'ON SECTION LINE OF SECS 29 AND 32, 0.2 MILE W OF A TRESTLE OVER
 NP0050'RUSH CREEK, IN LINE WITH A ROW OF TELEPHONE POLES, 59 FEET N OF
 NP0050'U.S. HWY 20, 38-1/2 FEET S OF THE SOUTH RAIL, 14-1/2 FEET
 NP0050'W OF THE FIRST POLE EAST OF MILE POST 376, 1-1/2 FEET N OF A
 NP0050'WHITE WOODEN WITNESS POST, ABOUT 2-1/2 FEET BELOW THE TOP
 NP0050'OF RAILS.  THE MARK IS A DISK STAMPED D 352 1957, ON THE TOP
 NP0050'OF 5/8-INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 NP0050'20 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 NP0050'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0304 ***********************************************************************
 NO0304  DESIGNATION -  D 353
 NO0304  PID         -  NO0304
 NO0304  STATE/COUNTY-  NE/CHERRY
 NO0304  COUNTRY     -  US
 NO0304  USGS QUAD   -  MERRIMAN NE (2017)
 NO0304
 NO0304                         *CURRENT SURVEY CONTROL
 NO0304  ______________________________________________________________________
 NO0304* NAD 83(1986) POSITION- 42 56 23.     (N) 101 33 46.     (W)   SCALED
 NO0304* NAVD 88 ORTHO HEIGHT -   970.795 (meters)     3185.02  (feet) ADJUSTED
 NO0304  ______________________________________________________________________
 NO0304  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 NO0304  DYNAMIC HEIGHT  -        970.381 (meters)     3183.66  (feet) COMP
 NO0304  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 NO0304
 NO0304  VERT ORDER      -  FIRST     CLASS II
 NO0304
 NO0304.The horizontal coordinates were scaled from a map and have
 NO0304.an estimated accuracy of +/- 6 seconds.
 NO0304
 NO0304.The orthometric height was determined by differential leveling and
 NO0304.adjusted by the NATIONAL GEODETIC SURVEY
 NO0304.in June 1991.
 NO0304
 NO0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0304.GEOID18 height accuracy estimate available here.
 NO0304
 NO0304.Click photographs - Photos may exist for this station.
 NO0304
 NO0304.The dynamic height is computed by dividing the NAVD 88
 NO0304.geopotential number by the normal gravity value computed on the
 NO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0304.degrees latitude (g = 980.6199 gals.).
 NO0304
 NO0304.The modeled gravity was interpolated from observed gravity values.
 NO0304
 NO0304;                    North         East    Units  Estimated Accuracy
 NO0304;SPC NE       -   346,080.      372,460.      MT  (+/- 180 meters Scaled)
 NO0304
 NO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN909573(NAD 83)
 NO0304
 NO0304                          SUPERSEDED SURVEY CONTROL
 NO0304
 NO0304  NGVD 29 (??/??/92)  970.398  (m)         3183.71   (f) ADJ UNCH    1 2
 NO0304
 NO0304.Superseded values are not recommended for survey control.
 NO0304
 NO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0304.See file dsdata.pdf to determine how the superseded data were derived.
 NO0304
 NO0304_MARKER: DB = BENCH MARK DISK
 NO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0304_STAMPING: D 353 1957
 NO0304_MARK LOGO: CGS
 NO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0304+STABILITY: SURFACE MOTION
 NO0304
 NO0304  HISTORY     - Date     Condition        Report By
 NO0304  HISTORY     - 1957     MONUMENTED       CGS
 NO0304
 NO0304                          STATION DESCRIPTION
 NO0304
 NO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0304'7.3 MI E FROM MERRIMAN.
 NO0304'ABOUT 7.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0304'FROM THE STATION AT MERRIMAN, IN SECTION 9, T. 34 N., R. 36 W.,
 NO0304'93 FEET NORTH OF THE THIRD POLE EAST OF MILEPOST 325, 45 FEET
 NO0304'NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTER LINE OF A
 NO0304'PRIVATE ROAD, 54 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 2
 NO0304'FEET SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0304'WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND IN THE TOP OF A
 NO0304'CONCRETE POST WHICH PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0485 ***********************************************************************
 NP0485  DESIGNATION -  D 354
 NP0485  PID         -  NP0485
 NP0485  STATE/COUNTY-  NE/SIOUX
 NP0485  COUNTRY     -  US
 NP0485  USGS QUAD   -  ORELLA (2017)
 NP0485
 NP0485                         *CURRENT SURVEY CONTROL
 NP0485  ______________________________________________________________________
 NP0485* NAD 83(1986) POSITION- 42 58 13.     (N) 103 36 57.     (W)   SCALED
 NP0485* NAVD 88 ORTHO HEIGHT -  1103.519 (meters)     3620.46  (feet) ADJUSTED
 NP0485  ______________________________________________________________________
 NP0485  GEOID HEIGHT    -        -16.238 (meters)                     GEOID18
 NP0485  DYNAMIC HEIGHT  -       1103.001 (meters)     3618.76  (feet) COMP
 NP0485  MODELED GRAVITY -    980,112.3   (mgal)                       NAVD 88
 NP0485
 NP0485  VERT ORDER      -  FIRST     CLASS II
 NP0485
 NP0485.The horizontal coordinates were scaled from a map and have
 NP0485.an estimated accuracy of +/- 6 seconds.
 NP0485
 NP0485.The orthometric height was determined by differential leveling and
 NP0485.adjusted by the NATIONAL GEODETIC SURVEY
 NP0485.in June 1991.
 NP0485
 NP0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0485.GEOID18 height accuracy estimate available here.
 NP0485
 NP0485.Click photographs - Photos may exist for this station.
 NP0485
 NP0485.The dynamic height is computed by dividing the NAVD 88
 NP0485.geopotential number by the normal gravity value computed on the
 NP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0485.degrees latitude (g = 980.6199 gals.).
 NP0485
 NP0485.The modeled gravity was interpolated from observed gravity values.
 NP0485
 NP0485;                    North         East    Units  Estimated Accuracy
 NP0485;SPC NE       -   354,490.      205,110.      MT  (+/- 180 meters Scaled)
 NP0485
 NP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH128584(NAD 83)
 NP0485
 NP0485                          SUPERSEDED SURVEY CONTROL
 NP0485
 NP0485  NGVD 29 (??/??/92) 1102.982  (m)         3618.70   (f) ADJ UNCH    1 2
 NP0485
 NP0485.Superseded values are not recommended for survey control.
 NP0485
 NP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0485.See file dsdata.pdf to determine how the superseded data were derived.
 NP0485
 NP0485_MARKER: DB = BENCH MARK DISK
 NP0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0485_SP_SET: CULVERT HEADWALL
 NP0485_STAMPING: D 354 1957
 NP0485_MARK LOGO: CGS
 NP0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0485+STABILITY: SURFACE MOTION
 NP0485
 NP0485  HISTORY     - Date     Condition        Report By
 NP0485  HISTORY     - 1957     MONUMENTED       CGS
 NP0485  HISTORY     - 1985     GOOD             NGS
 NP0485
 NP0485                          STATION DESCRIPTION
 NP0485
 NP0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0485'23.2 MI NW FROM CRAWFORD.
 NP0485'ABOUT 23.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0485'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 2 POLES NORTHWEST
 NP0485'OF MILEPOST 436, 5 RAILS SOUTHEAST OF A SECTION CAR SET OFF, 13
 NP0485'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET LOWER THAN THE RAIL,
 NP0485'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF
 NP0485'A 5 X 8-FOOT CONCRETE CULVERT.
 NP0485
 NP0485                          STATION RECOVERY (1985)
 NP0485
 NP0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0485'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0485'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0485'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0485'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0485'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0485'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 31.8
 NP0485'KM (19.7 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS, TWO POLES
 NP0485'NORTHWEST OF MILEPOLE 436, IN TOP OF THE NORTHWEST END OF THE
 NP0485'NORTHEAST HEADWALL OF A 5 BY 8 FOOT CULVERT UNDER THE TRACKS, 4.0
 NP0485'METERS (13 FT) NORTHEAST OF THE NORTHEAST RAIL.
 NP0485'THE MARK IS 1.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0535 ***********************************************************************
 NN0535  DESIGNATION -  D 36
 NN0535  PID         -  NN0535
 NN0535  STATE/COUNTY-  NE/KEYA PAHA
 NN0535  COUNTRY     -  US
 NN0535  USGS QUAD   -  SPRINGVIEW SE (2017)
 NN0535
 NN0535                         *CURRENT SURVEY CONTROL
 NN0535  ______________________________________________________________________
 NN0535* NAD 83(1986) POSITION- 42 46 09.     (N) 099 36 17.     (W)   SCALED
 NN0535* NAVD 88 ORTHO HEIGHT -   720.263 (meters)     2363.06  (feet) ADJUSTED
 NN0535  ______________________________________________________________________
 NN0535  GEOID HEIGHT    -        -23.670 (meters)                     GEOID18
 NN0535  DYNAMIC HEIGHT  -        719.981 (meters)     2362.14  (feet) COMP
 NN0535  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 NN0535
 NN0535  VERT ORDER      -  SECOND    CLASS 0
 NN0535
 NN0535.The horizontal coordinates were scaled from a map and have
 NN0535.an estimated accuracy of +/- 6 seconds.
 NN0535
 NN0535.The orthometric height was determined by differential leveling and
 NN0535.adjusted by the NATIONAL GEODETIC SURVEY
 NN0535.in June 1991.
 NN0535
 NN0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0535.GEOID18 height accuracy estimate available here.
 NN0535
 NN0535.Click photographs - Photos may exist for this station.
 NN0535
 NN0535.The dynamic height is computed by dividing the NAVD 88
 NN0535.geopotential number by the normal gravity value computed on the
 NN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0535.degrees latitude (g = 980.6199 gals.).
 NN0535
 NN0535.The modeled gravity was interpolated from observed gravity values.
 NN0535
 NN0535;                    North         East    Units  Estimated Accuracy
 NN0535;SPC NE       -   326,050.      532,350.      MT  (+/- 180 meters Scaled)
 NN0535
 NN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN505353(NAD 83)
 NN0535
 NN0535                          SUPERSEDED SURVEY CONTROL
 NN0535
 NN0535  NGVD 29 (??/??/92)  720.006  (m)         2362.22   (f) ADJ UNCH    2 0
 NN0535
 NN0535.Superseded values are not recommended for survey control.
 NN0535
 NN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0535.See file dsdata.pdf to determine how the superseded data were derived.
 NN0535
 NN0535_MARKER: DB = BENCH MARK DISK
 NN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0535_STAMPING: D 36 1934
 NN0535_MARK LOGO: CGS
 NN0535_PROJECTION: PROJECTING 18 CENTIMETERS
 NN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0535+STABILITY: SURFACE MOTION
 NN0535
 NN0535  HISTORY     - Date     Condition        Report By
 NN0535  HISTORY     - 1934     MONUMENTED       CGS
 NN0535
 NN0535                          STATION DESCRIPTION
 NN0535
 NN0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0535'10.9 MI S FROM SPRINGVIEW.
 NN0535'D-36 IS LOCATED 10.9 MILES SOUTH OF THE COUNTY COURT HOUSE
 NN0535'AT SPRINGVIEW, 62 YDS. SOUTH OF THE CORNER OF A WIRE FENCE,
 NN0535'57 FT. EAST OF CENTERLINE OF HIGHWAY, 1 FT. WEST OF R/W FENCE
 NN0535'LINE.  STANDARD TABLET, SET IN TOP OF CONCRETE POST 7 IN HIGH.
 NN0535'STAMPED D 36 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0264 ***********************************************************************
 MN0264  DESIGNATION -  D 361
 MN0264  PID         -  MN0264
 MN0264  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0264  COUNTRY     -  US
 MN0264  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0264
 MN0264                         *CURRENT SURVEY CONTROL
 MN0264  ______________________________________________________________________
 MN0264* NAD 83(1986) POSITION- 41 52 26.     (N) 103 38 12.     (W)   SCALED
 MN0264* NAVD 88 ORTHO HEIGHT -  1193.143 (meters)     3914.50  (feet) ADJUSTED
 MN0264  ______________________________________________________________________
 MN0264  GEOID HEIGHT    -        -18.968 (meters)                     GEOID18
 MN0264  DYNAMIC HEIGHT  -       1192.376 (meters)     3911.99  (feet) COMP
 MN0264  MODELED GRAVITY -    979,939.3   (mgal)                       NAVD 88
 MN0264
 MN0264  VERT ORDER      -  SECOND    CLASS 0
 MN0264
 MN0264.The horizontal coordinates were scaled from a map and have
 MN0264.an estimated accuracy of +/- 6 seconds.
 MN0264
 MN0264.The orthometric height was determined by differential leveling and
 MN0264.adjusted by the NATIONAL GEODETIC SURVEY
 MN0264.in June 1991.
 MN0264
 MN0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0264.GEOID18 height accuracy estimate available here.
 MN0264
 MN0264.Click photographs - Photos may exist for this station.
 MN0264
 MN0264.The dynamic height is computed by dividing the NAVD 88
 MN0264.geopotential number by the normal gravity value computed on the
 MN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0264.degrees latitude (g = 980.6199 gals.).
 MN0264
 MN0264.The modeled gravity was interpolated from observed gravity values.
 MN0264
 MN0264;                    North         East    Units  Estimated Accuracy
 MN0264;SPC NE       -   232,900.      198,290.      MT  (+/- 180 meters Scaled)
 MN0264
 MN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG131366(NAD 83)
 MN0264
 MN0264                          SUPERSEDED SURVEY CONTROL
 MN0264
 MN0264  NGVD 29 (??/??/92) 1192.492  (m)         3912.37   (f) ADJ UNCH    2 0
 MN0264
 MN0264.Superseded values are not recommended for survey control.
 MN0264
 MN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0264.See file dsdata.pdf to determine how the superseded data were derived.
 MN0264
 MN0264_STAMPING: D 361 1962
 MN0264_MARK LOGO: CGS
 MN0264
 MN0264  HISTORY     - Date     Condition        Report By
 MN0264  HISTORY     - 1962     MONUMENTED       CGS
 MN0264  HISTORY     - 19950919 GOOD             NEDR
 MN0264  HISTORY     - 20170524 MARK NOT FOUND   GEOCAC
 MN0264
 MN0264                          STATION DESCRIPTION
 MN0264
 MN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0264'1.1 MI E FROM SCOTTSBLUFF.
 MN0264'TO REACH THIS MARK GO 1.1 MILES ON 27TH. STREET AND TRUCK ROUTE
 MN0264'EAST FROM THE SCOTTSBLUFF HIGH SCHOOL IN SCOTTSBLUFF TO THE ROAD
 MN0264'INTERSECTION AND MARK ON LEFT, 30 FEET NORTH OF THE CENTERLINE OF
 MN0264'THE EAST-WEST ROAD, 42 FEET WEST OF THE CENTERLINE OF THE
 MN0264'NORTH-SOUTH ROAD, 48 FEET NORTHWEST OF THE INTERSECTION, A DRILL
 MN0264'SET IN THE NORTH HEADWALL OF A 2 FOOT CONCRETE CULVERT, 1 FOOT
 MN0264'FROM THE WEST END AND ABOUT .6 FOOT ABOVE THE LEVEL OF THE ROAD.
 MN0264
 MN0264                          STATION RECOVERY (1995)
 MN0264
 MN0264'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 MN0264'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION.
 MN0264
 MN0264                          STATION RECOVERY (2017)
 MN0264
 MN0264'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0264'A CULVERT WAS NOT FOUND AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9631 ***********************************************************************
 AG9631  DESIGNATION -  D 361 RESET
 AG9631  PID         -  AG9631
 AG9631  STATE/COUNTY-  NE/SCOTTS BLUFF
 AG9631  COUNTRY     -  US
 AG9631  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 AG9631
 AG9631                         *CURRENT SURVEY CONTROL
 AG9631  ______________________________________________________________________
 AG9631* NAD 83(1986) POSITION- 41 52 26.8    (N) 103 38 09.8    (W)   HD_HELD2
 AG9631* NAVD 88 ORTHO HEIGHT -  1192.67  (meters)     3913.0   (feet) RESET
 AG9631  ______________________________________________________________________
 AG9631  GEOID HEIGHT    -        -18.969 (meters)                     GEOID18
 AG9631  VERT ORDER      -  THIRD
 AG9631
 AG9631.The horizontal coordinates were established by autonomous hand held GPS
 AG9631.observations and have an estimated accuracy of +/- 10 meters.
 AG9631
 AG9631.The orthometric height was computed from unverified reset data.
 AG9631
 AG9631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9631.GEOID18 height accuracy estimate available here.
 AG9631
 AG9631.Click photographs - Photos may exist for this station.
 AG9631
 AG9631;                    North         East    Units  Estimated Accuracy
 AG9631;SPC NE       -   232,924.      198,343.      MT  (+/- 10 meters HH2 GPS)
 AG9631
 AG9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1318236698(NAD 83)
 AG9631
 AG9631                          SUPERSEDED SURVEY CONTROL
 AG9631
 AG9631.No superseded survey control is available for this station.
 AG9631
 AG9631_MARKER: DV = VERTICAL CONTROL DISK
 AG9631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9631_STAMPING: D 361 RESET 1995
 AG9631_MARK LOGO: NGS
 AG9631_PROJECTION: FLUSH
 AG9631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9631+STABILITY: SURFACE MOTION
 AG9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9631+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 AG9631
 AG9631  HISTORY     - Date     Condition        Report By
 AG9631  HISTORY     - 1995     MONUMENTED       NEDR
 AG9631  HISTORY     - 20100421 GOOD             AEROME
 AG9631  HISTORY     - 20100422 GOOD             AEROME
 AG9631  HISTORY     - 20170524 GOOD             GEOCAC
 AG9631
 AG9631                          STATION DESCRIPTION
 AG9631
 AG9631'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 AG9631'TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 26 AND 21ST STREET, IN
 AG9631'SCOTTSBLUFF, GO NORTH ON 21ST STREET FOR 0.65 MI (1.05 KM) TO 27TH
 AG9631'STREET, THEN TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 AG9631'APPROXIMATELY 100 FT (30.5 M) TO THE MARK ON THE RIGHT, ON ROAD
 AG9631'RIGHT-OF-WAY AND IN THE NW1/4, SEC25, T22N, R54W.  THE DISK IS SET
 AG9631'INTO THE TOP OF A ROUND CONCRETE POST THAT IS 34.67 M (113.75 FT)
 AG9631'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF 21ST STREET AND 27TH
 AG9631'STREET, 30.35 M (99.57 FT) SOUTHEAST OF A NAIL IN A LIGHT POLE, 21.869
 AG9631'M (71.749 FT) EAST-SOUTHEAST OF A NAIL IN THE SOUTH SIDE OF A POWER
 AG9631'POLE, 10.83 M (35.53 FT) SOUTH OF THE CENTERLINE OF 27TH STREET, 4.694
 AG9631'M (15.400 FT) WEST-SOUTHWEST OF A NAIL IN THE NORTH SIDE OF A POWER
 AG9631'POLE AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  A MAGNET WAS PLACED
 AG9631'INTO THE CONCRETE.
 AG9631
 AG9631                          STATION RECOVERY (2010)
 AG9631
 AG9631'RECOVERY NOTE BY AERO METRIC INC 2010
 AG9631'RECOVERED IN GOOD CONDITION.
 AG9631
 AG9631                          STATION RECOVERY (2010)
 AG9631
 AG9631'RECOVERY NOTE BY AERO METRIC INC 2010
 AG9631'RECOVERED IN GOOD CONDITION.
 AG9631
 AG9631                          STATION RECOVERY (2017)
 AG9631
 AG9631'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 AG9631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0526 ***********************************************************************
 LG0526  DESIGNATION -  D 363
 LG0526  PID         -  LG0526
 LG0526  STATE/COUNTY-  NE/SEWARD
 LG0526  COUNTRY     -  US
 LG0526  USGS QUAD   -  STAPLEHURST (2017)
 LG0526
 LG0526                         *CURRENT SURVEY CONTROL
 LG0526  ______________________________________________________________________
 LG0526* NAD 83(1986) POSITION- 40 55 45.     (N) 097 10 39.     (W)   SCALED
 LG0526* NAVD 88 ORTHO HEIGHT -   446.127 (meters)     1463.67  (feet) ADJUSTED
 LG0526  ______________________________________________________________________
 LG0526  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 LG0526  DYNAMIC HEIGHT  -        445.896 (meters)     1462.91  (feet) COMP
 LG0526  MODELED GRAVITY -    980,092.8   (mgal)                       NAVD 88
 LG0526
 LG0526  VERT ORDER      -  SECOND    CLASS 0
 LG0526
 LG0526.The horizontal coordinates were scaled from a map and have
 LG0526.an estimated accuracy of +/- 6 seconds.
 LG0526
 LG0526.The orthometric height was determined by differential leveling and
 LG0526.adjusted by the NATIONAL GEODETIC SURVEY
 LG0526.in June 1991.
 LG0526
 LG0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0526.GEOID18 height accuracy estimate available here.
 LG0526
 LG0526.Click photographs - Photos may exist for this station.
 LG0526
 LG0526.The dynamic height is computed by dividing the NAVD 88
 LG0526.geopotential number by the normal gravity value computed on the
 LG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0526.degrees latitude (g = 980.6199 gals.).
 LG0526
 LG0526.The modeled gravity was interpolated from observed gravity values.
 LG0526
 LG0526;                    North         East    Units  Estimated Accuracy
 LG0526;SPC NE       -   125,550.      737,610.      MT  (+/- 180 meters Scaled)
 LG0526
 LG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL534324(NAD 83)
 LG0526
 LG0526                          SUPERSEDED SURVEY CONTROL
 LG0526
 LG0526  NGVD 29 (??/??/92)  445.951  (m)         1463.09   (f) ADJ UNCH    2 0
 LG0526
 LG0526.Superseded values are not recommended for survey control.
 LG0526
 LG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0526.See file dsdata.pdf to determine how the superseded data were derived.
 LG0526
 LG0526_MARKER: DB = BENCH MARK DISK
 LG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0526_STAMPING: D 363 1961
 LG0526_MARK LOGO: CGS
 LG0526_PROJECTION: FLUSH
 LG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0526+STABILITY: SURFACE MOTION
 LG0526
 LG0526  HISTORY     - Date     Condition        Report By
 LG0526  HISTORY     - 1961     MONUMENTED       CGS
 LG0526
 LG0526                          STATION DESCRIPTION
 LG0526
 LG0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0526'6.1 MI NW FROM SEWARD.
 LG0526'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0526'FROM THE RAILROAD STATION AT SEWARD, THENCE 4.35 MILES WEST
 LG0526'ALONG U.S. HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 1.9 MILES
 LG0526'NORTH ALONG A PAVED ROAD LEADING INTO MISSILE SITE 551-8, 115
 LG0526'FEET SOUTHEAST OF CENTER LINE OF ROADS CROSSING, 105 FEET WEST
 LG0526'OF CENTER LINE OF PAVED ROAD LEADING INTO MISSILE SITE, 95.5
 LG0526'FEET WEST OF CENTER OF A CONCRETE CULVERT, 46 FEET SOUTH OF A
 LG0526'PAVED ROAD LEADING INTO SITE, 3 FEET EAST OF A TELEPHONE POLE,
 LG0526'3 FEET LOWER THAN ROAD, 2.3 FEET WEST OF A METAL WITNESS POST
 LG0526'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LG0526'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0064 ***********************************************************************
 LG0064  DESIGNATION -  D 364 RESET
 LG0064  PID         -  LG0064
 LG0064  STATE/COUNTY-  NE/CASS
 LG0064  COUNTRY     -  US
 LG0064  USGS QUAD   -  ELMWOOD (2017)
 LG0064
 LG0064                         *CURRENT SURVEY CONTROL
 LG0064  ______________________________________________________________________
 LG0064* NAD 83(1986) POSITION- 40 48 46.4    (N) 096 15 22.1    (W)   HD_HELD2
 LG0064* NAVD 88 ORTHO HEIGHT -   399.89  (meters)     1312.0   (feet) RESET
 LG0064  ______________________________________________________________________
 LG0064  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 LG0064  VERT ORDER      -  THIRD
 LG0064
 LG0064.The horizontal coordinates were established by autonomous hand held GPS
 LG0064.observations and have an estimated accuracy of +/- 10 meters.
 LG0064
 LG0064.The orthometric height was computed from unverified reset data.
 LG0064
 LG0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0064.GEOID18 height accuracy estimate available here.
 LG0064
 LG0064.Click photographs - Photos may exist for this station.
 LG0064
 LG0064;                    North         East    Units  Estimated Accuracy
 LG0064;SPC NE       -   115,594.      815,696.      MT  (+/- 10 meters HH2 GPS)
 LG0064
 LG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3142721609(NAD 83)
 LG0064
 LG0064                          SUPERSEDED SURVEY CONTROL
 LG0064
 LG0064  NGVD 29 (??/??/??)  399.79   (m)         1311.6    (f) RESET       3  
 LG0064
 LG0064.Superseded values are not recommended for survey control.
 LG0064
 LG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0064.See file dsdata.pdf to determine how the superseded data were derived.
 LG0064
 LG0064_MARKER: DB = BENCH MARK DISK
 LG0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0064_STAMPING: D 364 RESET 1964
 LG0064_MARK LOGO: CGS
 LG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0064+STABILITY: SURFACE MOTION
 LG0064
 LG0064  HISTORY     - Date     Condition        Report By
 LG0064  HISTORY     - 1964     MONUMENTED       CGS
 LG0064  HISTORY     - 1966     GOOD             CGS
 LG0064
 LG0064                          STATION DESCRIPTION
 LG0064
 LG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0064'9 MI E FROM EAGLE.
 LG0064'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0064'THENCE 8.85 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 200 FEET
 LG0064'NORTHWEST OF A CROSSROADS, 83 FEET EAST OF HIGHWAY SURVEY STATION
 LG0064'472+00, 60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34,
 LG0064'2 1/2 FEET EAST OF A TELEPHONE POLE, AND 1 1/2 FEET WEST OF A
 LG0064'NEW STEEL WITNESS POST.  THE POST PROJECTS 6 INCHES AND THE
 LG0064'DISK IS STAMPED D 364 RESET 1964.
 LG0064
 LG0064                          STATION RECOVERY (1966)
 LG0064
 LG0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0093 ***********************************************************************
 LG0093  DESIGNATION -  D 365
 LG0093  PID         -  LG0093
 LG0093  STATE/COUNTY-  NE/OTOE
 LG0093  COUNTRY     -  US
 LG0093  USGS QUAD   -  WEEPING WATER (2017)
 LG0093
 LG0093                         *CURRENT SURVEY CONTROL
 LG0093  ______________________________________________________________________
 LG0093* NAD 83(1986) POSITION- 40 45 17.76   (N) 096 07 35.21   (W)   HD_HELD1
 LG0093* NAVD 88 ORTHO HEIGHT -   366.583 (meters)     1202.70  (feet) ADJUSTED
 LG0093  ______________________________________________________________________
 LG0093  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 LG0093  DYNAMIC HEIGHT  -        366.410 (meters)     1202.13  (feet) COMP
 LG0093  MODELED GRAVITY -    980,142.2   (mgal)                       NAVD 88
 LG0093
 LG0093  VERT ORDER      -  SECOND    CLASS 0
 LG0093
 LG0093.The horizontal coordinates were determined by differentially corrected
 LG0093.hand held GPS observations or other comparable positioning techniques
 LG0093.and have an estimated accuracy of +/- 3 meters.
 LG0093
 LG0093.The orthometric height was determined by differential leveling and
 LG0093.adjusted by the NATIONAL GEODETIC SURVEY
 LG0093.in June 1991.
 LG0093
 LG0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0093.GEOID18 height accuracy estimate available here.
 LG0093
 LG0093.Click photographs - Photos may exist for this station.
 LG0093
 LG0093.The dynamic height is computed by dividing the NAVD 88
 LG0093.geopotential number by the normal gravity value computed on the
 LG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0093.degrees latitude (g = 980.6199 gals.).
 LG0093
 LG0093.The modeled gravity was interpolated from observed gravity values.
 LG0093
 LG0093;                    North         East    Units  Estimated Accuracy
 LG0093;SPC NE       -   109,648.0     826,913.0     MT  (+/- 3 meters HH1 GPS) 
 LG0093
 LG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4257815525(NAD 83)
 LG0093
 LG0093                          SUPERSEDED SURVEY CONTROL
 LG0093
 LG0093  NGVD 29 (??/??/92)  366.483  (m)         1202.37   (f) ADJ UNCH    2 0
 LG0093
 LG0093.Superseded values are not recommended for survey control.
 LG0093
 LG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0093.See file dsdata.pdf to determine how the superseded data were derived.
 LG0093
 LG0093_MARKER: DB = BENCH MARK DISK
 LG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0093_STAMPING: D 365 1961
 LG0093_MARK LOGO: CGS
 LG0093_PROJECTION: PROJECTING 3 CENTIMETERS
 LG0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0093+STABILITY: SURFACE MOTION
 LG0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0093+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2022
 LG0093
 LG0093  HISTORY     - Date     Condition        Report By
 LG0093  HISTORY     - 1961     MONUMENTED       CGS
 LG0093  HISTORY     - 1984     GOOD             NGS
 LG0093  HISTORY     - 20220420 GOOD             NEGS
 LG0093
 LG0093                          STATION DESCRIPTION
 LG0093
 LG0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0093'2.9 MI S FROM AVOCA.
 LG0093'2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0093'RAILROAD STATION AT AVOCA, 0.05 MILE NORTH ALONG A GRAVEL STREET
 LG0093'FROM THE POST OFFICE AT OTOE TO THE MISSOURI PACIFIC RAILROAD,
 LG0093'THENCE 2.1 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD,
 LG0093'0.15 MILE SOUTHWEST OF MILE POST NO 446-10, 78 FEET SOUTHWEST
 LG0093'OF THE CENTER OF RAILROAD CROSSING, 54 FEET SOUTH OF THE CENTER
 LG0093'OF A GRAVEL ROAD, 47 FEET WEST OF THE WEST RAIL, 39.6 FEET
 LG0093'SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 22 FEET SOUTH
 LG0093'OF A FENCE CORNER, 4 FEET LOWER THAN THE RAILROAD, 2.6 FEET
 LG0093'EAST OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST WITH
 LG0093'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LG0093
 LG0093                          STATION RECOVERY (1984)
 LG0093
 LG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0093'ABOUT 0.24 KM (0.15 MI) WEST FROM THE POST OFFICE IN AVOCA, THENCE
 LG0093'4.83 KM (3.0 MI) LEFT AND SOUTH ALONG A GRAVELED ROAD, THENCE 0.40 KM
 LG0093'(0.25 MI) RIGHT AND WEST ALONG A GRAVELED ROAD, TO THE MARK ON THE
 LG0093'LEFT, ABOUT 100 YDS NORTH OF AN OLD ABANDONED CONCRETE CULVERT, 29.57
 LG0093'M (97.0 FT) WEST OF A NORTH/SOUTH FENCE, 16.5 M (54.0 FT) SOUTH FROM
 LG0093'THE CENTERLINE OF THE ROAD, 8.07 M (26.5 FT) SOUTHEAST FROM A
 LG0093'POWERLINE POLE, 5.98 M (19.8 FT) SOUTH FROM AN EAST/WEST FENCE, IN A
 LG0093'PASTURE. OR 0.08 KM (0.05 MI) NORTH FROM THE POST OFFICE IN OTOE,
 LG0093'THENCE 0.08 KM (0.05 MI) LEFT AND WEST, THENCE 3.54 KM (2.2 MI) RIGHT
 LG0093'AND NORTH, THENCE 0.40 KM (0.25 MI) LEFT AND WEST TO THE BENCH MARK.
 LG0093
 LG0093                          STATION RECOVERY (2022)
 LG0093
 LG0093'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (PS)
 LG0093'TO REACH FROM THE INTERSECTION OF NE. SPUR 66C AND NORTH 36TH ROAD, IN
 LG0093'OTOE, NE., GO NORTH ON NORTH 36TH ROAD APPROXIMATELY 2.0 MI (3.2 KM)
 LG0093'TO COUNTY ROAD C.  TURN LEFT (WEST) AND GO APPROXIMATELY 0.28 MI (0.45
 LG0093'KM) TO THE MARK ON THE LEFT (SOUTH) SIDE OF COUNTY ROAD C.  THE MARK
 LG0093'IS 170.5 FT (52.0 M) NORTH OF THE TOP CENTER OF THE WEST HEADWALL OF
 LG0093'AN OLD CONCRETE BOX CULVERT FROM ABANDONED RAILROAD, 98.5 FT (30.0 M)
 LG0093'WEST OF A NORTH TO SOUTH FENCE LINE, 26.4 FT (8.0 M) SOUTHEAST OF THE
 LG0093'NEAR FACE OF A POWER POLE, 18.0 FT (5.5 M) SOUTH OF A FIBERGLASS
 LG0093'WITNESS POST, 17.0 FT (5.2 M) SOUTH OF AN EAST TO WEST FENCE LINE AND
 LG0093'52.0 FT (15.8 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD C.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0013 ***********************************************************************
 NN0013  DESIGNATION -  D 37
 NN0013  PID         -  NN0013
 NN0013  STATE/COUNTY-  NE/BOYD
 NN0013  COUNTRY     -  US
 NN0013  USGS QUAD   -  MONOWI (2017)
 NN0013
 NN0013                         *CURRENT SURVEY CONTROL
 NN0013  ______________________________________________________________________
 NN0013* NAD 83(1986) POSITION- 42 49 51.     (N) 098 20 57.     (W)   SCALED
 NN0013* NAVD 88 ORTHO HEIGHT -   407.649 (meters)     1337.43  (feet) ADJUSTED
 NN0013  ______________________________________________________________________
 NN0013  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 NN0013  DYNAMIC HEIGHT  -        407.510 (meters)     1336.97  (feet) COMP
 NN0013  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 NN0013
 NN0013  VERT ORDER      -  SECOND    CLASS 0
 NN0013
 NN0013.The horizontal coordinates were scaled from a map and have
 NN0013.an estimated accuracy of +/- 6 seconds.
 NN0013
 NN0013.The orthometric height was determined by differential leveling and
 NN0013.adjusted by the NATIONAL GEODETIC SURVEY
 NN0013.in June 1991.
 NN0013
 NN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0013.GEOID18 height accuracy estimate available here.
 NN0013
 NN0013.Click photographs - Photos may exist for this station.
 NN0013
 NN0013.The dynamic height is computed by dividing the NAVD 88
 NN0013.geopotential number by the normal gravity value computed on the
 NN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0013.degrees latitude (g = 980.6199 gals.).
 NN0013
 NN0013.The modeled gravity was interpolated from observed gravity values.
 NN0013
 NN0013;                    North         East    Units  Estimated Accuracy
 NN0013;SPC NE       -   334,120.      634,960.      MT  (+/- 180 meters Scaled)
 NN0013
 NN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531422(NAD 83)
 NN0013
 NN0013                          SUPERSEDED SURVEY CONTROL
 NN0013
 NN0013  NGVD 29 (??/??/92)  407.389  (m)         1336.58   (f) ADJ UNCH    2 0
 NN0013
 NN0013.Superseded values are not recommended for survey control.
 NN0013
 NN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0013.See file dsdata.pdf to determine how the superseded data were derived.
 NN0013
 NN0013_MARKER: DB = BENCH MARK DISK
 NN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0013_STAMPING: D 37 1934
 NN0013_MARK LOGO: CGS
 NN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0013+STABILITY: SURFACE MOTION
 NN0013
 NN0013  HISTORY     - Date     Condition        Report By
 NN0013  HISTORY     - 1934     MONUMENTED       CGS
 NN0013  HISTORY     - 1946     GOOD             CGS
 NN0013
 NN0013                          STATION DESCRIPTION
 NN0013
 NN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0013'1 MI W FROM MONOWI.
 NN0013'LOCATED 1 MILE WEST OF THE STATION AT MONOWI, 5 TELEGRAPH POLES
 NN0013'WEST OF M.P. 82, 44 FEET WEST OF CENTERLINE OF ROAD CROSSING
 NN0013'TRACK, 43.1 FEET SOUTH OF SOUTH RAIL, 5.6 FEET NORTHWEST OF
 NN0013'CORNER FENCE POST, 4 FEET NORTH OF FENCE.  STANDARD TABLET SET
 NN0013'IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NN0013
 NN0013                          STATION RECOVERY (1946)
 NN0013
 NN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1299 ***********************************************************************
 NM1299  DESIGNATION -  D 38
 NM1299  PID         -  NM1299
 NM1299  STATE/COUNTY-  NE/ANTELOPE
 NM1299  COUNTRY     -  US
 NM1299  USGS QUAD   -  CREIGHTON (2017)
 NM1299
 NM1299                         *CURRENT SURVEY CONTROL
 NM1299  ______________________________________________________________________
 NM1299* NAD 83(1986) POSITION- 42 25 34.     (N) 097 52 38.     (W)   SCALED
 NM1299* NAVD 88 ORTHO HEIGHT -   498.740 (meters)     1636.28  (feet) ADJUSTED
 NM1299  ______________________________________________________________________
 NM1299  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 NM1299  DYNAMIC HEIGHT  -        498.556 (meters)     1635.68  (feet) COMP
 NM1299  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 NM1299
 NM1299  VERT ORDER      -  SECOND    CLASS 0
 NM1299
 NM1299.The horizontal coordinates were scaled from a map and have
 NM1299.an estimated accuracy of +/- 6 seconds.
 NM1299
 NM1299.The orthometric height was determined by differential leveling and
 NM1299.adjusted by the NATIONAL GEODETIC SURVEY
 NM1299.in June 1991.
 NM1299
 NM1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1299.GEOID18 height accuracy estimate available here.
 NM1299
 NM1299.Click photographs - Photos may exist for this station.
 NM1299
 NM1299.The dynamic height is computed by dividing the NAVD 88
 NM1299.geopotential number by the normal gravity value computed on the
 NM1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1299.degrees latitude (g = 980.6199 gals.).
 NM1299
 NM1299.The modeled gravity was interpolated from observed gravity values.
 NM1299
 NM1299;                    North         East    Units  Estimated Accuracy
 NM1299;SPC NE       -   290,020.      674,640.      MT  (+/- 180 meters Scaled)
 NM1299
 NM1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM923976(NAD 83)
 NM1299
 NM1299                          SUPERSEDED SURVEY CONTROL
 NM1299
 NM1299  NGVD 29 (??/??/92)  498.543  (m)         1635.64   (f) ADJ UNCH    2 0
 NM1299
 NM1299.Superseded values are not recommended for survey control.
 NM1299
 NM1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1299.See file dsdata.pdf to determine how the superseded data were derived.
 NM1299
 NM1299_MARKER: DB = BENCH MARK DISK
 NM1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1299_STAMPING: D 38 1934
 NM1299_MARK LOGO: CGS
 NM1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1299+STABILITY: SURFACE MOTION
 NM1299
 NM1299  HISTORY     - Date     Condition        Report By
 NM1299  HISTORY     - 1934     MONUMENTED       CGS
 NM1299
 NM1299                          STATION DESCRIPTION
 NM1299
 NM1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1299'2.9 MI SE FROM CREIGHTON.
 NM1299'LOCATED 2.9 MILES SOUTHEAST OF STATION AT CREIGHTON, 44.8 FEET
 NM1299'NORTHEAST OF NORTHEAST RAIL, 33 FEET NORTH OF CENTERLINE OF
 NM1299'ROAD CROSSING THE TRACK, 4.9 FEET NORTHWEST OF CORNER OF FENCE
 NM1299'POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES
 NM1299'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1435 ***********************************************************************
 NM1435  DESIGNATION -  D 39
 NM1435  PID         -  NM1435
 NM1435  STATE/COUNTY-  NE/KNOX
 NM1435  COUNTRY     -  US
 NM1435  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM1435
 NM1435                         *CURRENT SURVEY CONTROL
 NM1435  ______________________________________________________________________
 NM1435* NAD 83(1986) POSITION- 42 36 44.     (N) 097 31 27.     (W)   SCALED
 NM1435* NAVD 88 ORTHO HEIGHT -   540.615 (meters)     1773.67  (feet) ADJUSTED
 NM1435  ______________________________________________________________________
 NM1435  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 NM1435  DYNAMIC HEIGHT  -        540.418 (meters)     1773.02  (feet) COMP
 NM1435  MODELED GRAVITY -    980,239.0   (mgal)                       NAVD 88
 NM1435
 NM1435  VERT ORDER      -  SECOND    CLASS 0
 NM1435
 NM1435.The horizontal coordinates were scaled from a map and have
 NM1435.an estimated accuracy of +/- 6 seconds.
 NM1435
 NM1435.The orthometric height was determined by differential leveling and
 NM1435.adjusted by the NATIONAL GEODETIC SURVEY
 NM1435.in June 1991.
 NM1435
 NM1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1435.GEOID18 height accuracy estimate available here.
 NM1435
 NM1435.Click photographs - Photos may exist for this station.
 NM1435
 NM1435.The dynamic height is computed by dividing the NAVD 88
 NM1435.geopotential number by the normal gravity value computed on the
 NM1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1435.degrees latitude (g = 980.6199 gals.).
 NM1435
 NM1435.The modeled gravity was interpolated from observed gravity values.
 NM1435
 NM1435;                    North         East    Units  Estimated Accuracy
 NM1435;SPC NE       -   311,460.      703,090.      MT  (+/- 180 meters Scaled)
 NM1435
 NM1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN210188(NAD 83)
 NM1435
 NM1435                          SUPERSEDED SURVEY CONTROL
 NM1435
 NM1435  NGVD 29 (??/??/92)  540.392  (m)         1772.94   (f) ADJ UNCH    2 0
 NM1435
 NM1435.Superseded values are not recommended for survey control.
 NM1435
 NM1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1435.See file dsdata.pdf to determine how the superseded data were derived.
 NM1435
 NM1435_MARKER: DB = BENCH MARK DISK
 NM1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1435_STAMPING: D 39 1934
 NM1435_MARK LOGO: CGS
 NM1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1435+STABILITY: SURFACE MOTION
 NM1435
 NM1435  HISTORY     - Date     Condition        Report By
 NM1435  HISTORY     - 1934     MONUMENTED       CGS
 NM1435
 NM1435                          STATION DESCRIPTION
 NM1435
 NM1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1435'8.5 MI N FROM WAUSA.
 NM1435'8.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 45 YARDS SOUTHEAST OF A
 NM1435'PHILLIPS OIL PUMP, 48 FEET EAST OF CENTERLINE OF HIGHWAY, 31 FEET
 NM1435'SOUTH OF CENTERLINE OF STATE HWY. 84, 17.2 FEET EAST OF CORNER
 NM1435'FENCE POST, 13.5 FEET EAST OF SOUTH END OF 24 INCH CORRUGATED
 NM1435'CULVERT.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES
 NM1435'HIGH, STAMPED D 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0245 ***********************************************************************
 NP0245  DESIGNATION -  D 4
 NP0245  PID         -  NP0245
 NP0245  STATE/COUNTY-  NE/DAWES
 NP0245  COUNTRY     -  US
 NP0245  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0245
 NP0245                         *CURRENT SURVEY CONTROL
 NP0245  ______________________________________________________________________
 NP0245* NAD 83(1986) POSITION- 42 50 06.     (N) 103 07 43.     (W)   SCALED
 NP0245* NAVD 88 ORTHO HEIGHT -  1006.174 (meters)     3301.09  (feet) ADJUSTED
 NP0245  ______________________________________________________________________
 NP0245  GEOID HEIGHT    -        -17.915 (meters)                     GEOID18
 NP0245  DYNAMIC HEIGHT  -       1005.673 (meters)     3299.45  (feet) COMP
 NP0245  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 NP0245
 NP0245  VERT ORDER      -  FIRST     CLASS II
 NP0245
 NP0245.The horizontal coordinates were scaled from a map and have
 NP0245.an estimated accuracy of +/- 6 seconds.
 NP0245
 NP0245.The orthometric height was determined by differential leveling and
 NP0245.adjusted by the NATIONAL GEODETIC SURVEY
 NP0245.in June 1991.
 NP0245
 NP0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0245.GEOID18 height accuracy estimate available here.
 NP0245
 NP0245.Click photographs - Photos may exist for this station.
 NP0245
 NP0245.The dynamic height is computed by dividing the NAVD 88
 NP0245.geopotential number by the normal gravity value computed on the
 NP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0245.degrees latitude (g = 980.6199 gals.).
 NP0245
 NP0245.The modeled gravity was interpolated from observed gravity values.
 NP0245
 NP0245;                    North         East    Units  Estimated Accuracy
 NP0245;SPC NE       -   337,920.      244,280.      MT  (+/- 180 meters Scaled)
 NP0245
 NP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH529441(NAD 83)
 NP0245
 NP0245                          SUPERSEDED SURVEY CONTROL
 NP0245
 NP0245  NGVD 29 (??/??/92) 1005.625  (m)         3299.29   (f) ADJ UNCH    1 2
 NP0245
 NP0245.Superseded values are not recommended for survey control.
 NP0245
 NP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0245.See file dsdata.pdf to determine how the superseded data were derived.
 NP0245
 NP0245_MARKER: H = DRILL HOLE
 NP0245_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0245
 NP0245  HISTORY     - Date     Condition        Report By
 NP0245  HISTORY     - 1902     MONUMENTED       CGS
 NP0245  HISTORY     - 1957     GOOD             CGS
 NP0245
 NP0245                          STATION DESCRIPTION
 NP0245
 NP0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0245'7.9 MI W FROM CHADRON.
 NP0245'ABOUT 7.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0245'FROM THE STATION AT CHADRON, 7.7 MILES NORTHEAST OF THE STATION
 NP0245'AT WHITNEY, 16 FEET SOUTHWEST OF THE THIRD POLE SOUTHWEST OF
 NP0245'MILEPOST 414, 8 1/2 RAILS SOUTHWEST OF THE SOUTHWEST END OF
 NP0245'A BRIDGE, 41 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET
 NP0245'NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 NP0245'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE RAIL, THE BOTTOM
 NP0245'OF A SQUARE HOLE IN THE TOP OF A STONE POST AND SURROUNDED BY
 NP0245'THE LETTERS USBM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1130 ***********************************************************************
 NM1130  DESIGNATION -  D 40
 NM1130  PID         -  NM1130
 NM1130  STATE/COUNTY-  NE/CEDAR
 NM1130  COUNTRY     -  US
 NM1130  USGS QUAD   -  HARTINGTON (2017)
 NM1130
 NM1130                         *CURRENT SURVEY CONTROL
 NM1130  ______________________________________________________________________
 NM1130* NAD 83(1986) POSITION- 42 36 44.     (N) 097 15 47.     (W)   SCALED
 NM1130* NAVD 88 ORTHO HEIGHT -   421.035 (meters)     1381.35  (feet) ADJUSTED
 NM1130  ______________________________________________________________________
 NM1130  GEOID HEIGHT    -        -25.517 (meters)                     GEOID18
 NM1130  DYNAMIC HEIGHT  -        420.891 (meters)     1380.87  (feet) COMP
 NM1130  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 NM1130
 NM1130  VERT ORDER      -  SECOND    CLASS 0
 NM1130
 NM1130.The horizontal coordinates were scaled from a map and have
 NM1130.an estimated accuracy of +/- 6 seconds.
 NM1130
 NM1130.The orthometric height was determined by differential leveling and
 NM1130.adjusted by the NATIONAL GEODETIC SURVEY
 NM1130.in June 1991.
 NM1130
 NM1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1130.GEOID18 height accuracy estimate available here.
 NM1130
 NM1130.Click photographs - Photos may exist for this station.
 NM1130
 NM1130.The dynamic height is computed by dividing the NAVD 88
 NM1130.geopotential number by the normal gravity value computed on the
 NM1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1130.degrees latitude (g = 980.6199 gals.).
 NM1130
 NM1130.The modeled gravity was interpolated from observed gravity values.
 NM1130
 NM1130;                    North         East    Units  Estimated Accuracy
 NM1130;SPC NE       -   312,100.      724,500.      MT  (+/- 180 meters Scaled)
 NM1130
 NM1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN424192(NAD 83)
 NM1130
 NM1130                          SUPERSEDED SURVEY CONTROL
 NM1130
 NM1130  NGVD 29 (??/??/92)  420.833  (m)         1380.68   (f) ADJ UNCH    2 0
 NM1130
 NM1130.Superseded values are not recommended for survey control.
 NM1130
 NM1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1130.See file dsdata.pdf to determine how the superseded data were derived.
 NM1130
 NM1130_MARKER: DB = BENCH MARK DISK
 NM1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1130_STAMPING: D 40 1934
 NM1130_MARK LOGO: CGS
 NM1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1130+STABILITY: SURFACE MOTION
 NM1130
 NM1130  HISTORY     - Date     Condition        Report By
 NM1130  HISTORY     - 1934     MONUMENTED       CGS
 NM1130  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1130
 NM1130                          STATION DESCRIPTION
 NM1130
 NM1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1130'1 MI S FROM HARTINGTON.
 NM1130'IS LOCATED 1.0 MILES SOUTH OF STATION ALONG C.ST.P.M. AND O.
 NM1130'RWY. AT HARTINGTON, 35.5 FEET SOUTHEAST OF CENTERLINE OF SECTION
 NM1130'ROAD, 31.7 FEET WEST OF WEST RAIL OF TRACK, 15.5 FEET NORTHEAST
 NM1130'OF CORNR OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1130'POST 2 INCHES HIGH.
 NM1130
 NM1130                          STATION RECOVERY (1970)
 NM1130
 NM1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0546 ***********************************************************************
 NP0546  DESIGNATION -  D 416
 NP0546  PID         -  NP0546
 NP0546  STATE/COUNTY-  NE/DAWES
 NP0546  COUNTRY     -  US
 NP0546  USGS QUAD   -  CRAWFORD (2017)
 NP0546
 NP0546                         *CURRENT SURVEY CONTROL
 NP0546  ______________________________________________________________________
 NP0546* NAD 83(1986) POSITION- 42 41 23.1    (N) 103 24 13.6    (W)   HD_HELD2
 NP0546* NAVD 88 ORTHO HEIGHT -  1139.135 (meters)     3737.31  (feet) ADJUSTED
 NP0546  ______________________________________________________________________
 NP0546  GEOID HEIGHT    -        -17.574 (meters)                     GEOID18
 NP0546  DYNAMIC HEIGHT  -       1138.525 (meters)     3735.31  (feet) COMP
 NP0546  MODELED GRAVITY -    980,046.4   (mgal)                       NAVD 88
 NP0546
 NP0546  VERT ORDER      -  FIRST     CLASS II
 NP0546
 NP0546.The horizontal coordinates were established by autonomous hand held GPS
 NP0546.observations and have an estimated accuracy of +/- 10 meters.
 NP0546
 NP0546.The orthometric height was determined by differential leveling and
 NP0546.adjusted by the NATIONAL GEODETIC SURVEY
 NP0546.in June 1991.
 NP0546
 NP0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0546.GEOID18 height accuracy estimate available here.
 NP0546
 NP0546.Click photographs - Photos may exist for this station.
 NP0546
 NP0546.The dynamic height is computed by dividing the NAVD 88
 NP0546.geopotential number by the normal gravity value computed on the
 NP0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0546.degrees latitude (g = 980.6199 gals.).
 NP0546
 NP0546.The modeled gravity was interpolated from observed gravity values.
 NP0546
 NP0546;                    North         East    Units  Estimated Accuracy
 NP0546;SPC NE       -   322,647.      221,168.      MT  (+/- 10 meters HH2 GPS)
 NP0546
 NP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3075927598(NAD 83)
 NP0546
 NP0546                          SUPERSEDED SURVEY CONTROL
 NP0546
 NP0546.No superseded survey control is available for this station.
 NP0546
 NP0546_MARKER: F = FLANGE-ENCASED ROD
 NP0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0546_STAMPING: D 416 1985
 NP0546_MARK LOGO: NGS
 NP0546_PROJECTION: FLUSH
 NP0546_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0546+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 NP0546_ROD/PIPE-DEPTH: 12.1 meters
 NP0546
 NP0546  HISTORY     - Date     Condition        Report By
 NP0546  HISTORY     - 1985     MONUMENTED       NGS
 NP0546  HISTORY     - 19991006 GOOD             NGS
 NP0546  HISTORY     - 20071025 GOOD             GEOCAC
 NP0546
 NP0546                          STATION DESCRIPTION
 NP0546
 NP0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0546'0.3 KM (0.2 MI) NORTH FROM CRAWFORD.
 NP0546'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0546'THE JUNCTION OF MAIN STREET IN CRAWFORD, AT A Y JUNCTION, WHERE STATE
 NP0546'ROUTE 71 TAKES A SHORT JOG WEST THENCE NORTH, 21.2 METERS (69.4 FT)
 NP0546'WEST OF THE HIGHWAY CENTERLINE, 16.2 METERS (53 FT) SOUTH OF THE
 NP0546'CENTERLINE OF STATE ROUTE 71, 7.2 METERS (23.5 FT) SOUTHWEST OF A
 NP0546'STOP SIGN POST, 5.5 METERS (18 FT) WEST OF A FENCE CORNER POST, 0.8
 NP0546'METER (2.5 FT) EAST OF A POWER POLE AND 0.4 METER (1.4 FT) NORTH OF A
 NP0546'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 NP0546'THROUGH A 5-INCH LOGO CAP.
 NP0546'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0546'THE MARK IS 0.6 M ABOVE STATE HIGHWAY 71.
 NP0546
 NP0546                          STATION RECOVERY (1999)
 NP0546
 NP0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0546'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0546'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0546'21.9 M (71.9 FT) WEST OF THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT)
 NP0546'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 71, 0.7 M (2.3 FT) EAST OF
 NP0546'UTILITY POLE NUMBER 19 M (62.3 FT) 11 000, 0.5 M (1.6 FT) NORTH OF A
 NP0546'RIGHT-OF-WAY POST AND A CHAIN-LINK FENCE, 0.5 M (1.6 FT) BELOW THE
 NP0546'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 NP0546'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 NP0546
 NP0546                          STATION RECOVERY (2007)
 NP0546
 NP0546'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NP0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0571 ***********************************************************************
 NP0571  DESIGNATION -  D 417
 NP0571  PID         -  NP0571
 NP0571  STATE/COUNTY-  NE/BOX BUTTE
 NP0571  COUNTRY     -  US
 NP0571  USGS QUAD   -  HEMINGFORD (2017)
 NP0571
 NP0571                         *CURRENT SURVEY CONTROL
 NP0571  ______________________________________________________________________
 NP0571* NAD 83(1986) POSITION- 42 15 07.     (N) 103 00 34.     (W)   SCALED
 NP0571* NAVD 88 ORTHO HEIGHT -  1270.615 (meters)     4168.68  (feet) ADJUSTED
 NP0571  ______________________________________________________________________
 NP0571  GEOID HEIGHT    -        -18.395 (meters)                     GEOID18
 NP0571  DYNAMIC HEIGHT  -       1269.873 (meters)     4166.24  (feet) COMP
 NP0571  MODELED GRAVITY -    979,993.0   (mgal)                       NAVD 88
 NP0571
 NP0571  VERT ORDER      -  FIRST     CLASS II
 NP0571
 NP0571.The horizontal coordinates were scaled from a map and have
 NP0571.an estimated accuracy of +/- 6 seconds.
 NP0571
 NP0571.The orthometric height was determined by differential leveling and
 NP0571.adjusted by the NATIONAL GEODETIC SURVEY
 NP0571.in June 1991.
 NP0571
 NP0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0571.GEOID18 height accuracy estimate available here.
 NP0571
 NP0571.Click photographs - Photos may exist for this station.
 NP0571
 NP0571.The dynamic height is computed by dividing the NAVD 88
 NP0571.geopotential number by the normal gravity value computed on the
 NP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0571.degrees latitude (g = 980.6199 gals.).
 NP0571
 NP0571.The modeled gravity was interpolated from observed gravity values.
 NP0571
 NP0571;                    North         East    Units  Estimated Accuracy
 NP0571;SPC NE       -   272,860.      251,770.      MT  (+/- 180 meters Scaled)
 NP0571
 NP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG642796(NAD 83)
 NP0571
 NP0571                          SUPERSEDED SURVEY CONTROL
 NP0571
 NP0571.No superseded survey control is available for this station.
 NP0571
 NP0571_MARKER: I = METAL ROD
 NP0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0571_STAMPING: D 417 1985
 NP0571_MARK LOGO: NGS
 NP0571_PROJECTION: FLUSH
 NP0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0571_ROD/PIPE-DEPTH: 3.2 meters
 NP0571
 NP0571  HISTORY     - Date     Condition        Report By
 NP0571  HISTORY     - 1985     MONUMENTED       NGS
 NP0571
 NP0571                          STATION DESCRIPTION
 NP0571
 NP0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0571'9.2 KM (5.7 MI) SE FROM HEMINGFORD.
 NP0571'9.25 KM (5.75 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 NP0571'STATE HIGHWAY 87 AT HEMINGFORD, AT MILEPOST 73, 9.14 METERS (30 FT)
 NP0571'SOUTHWEST OF THE HIGHWAY CENTERLINE, 44.82 METERS (147 FT) EAST OF
 NP0571'TELEPHONE JUNCTION BOX 815 LP6 AND 0.73 METER (2.4 FT) SOUTHEAST OF
 NP0571'MILEPOST 73.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NP0571'CAP.
 NP0571'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 NP0571'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0366 ***********************************************************************
 MN0366  DESIGNATION -  D 418
 MN0366  PID         -  MN0366
 MN0366  STATE/COUNTY-  NE/MORRILL
 MN0366  COUNTRY     -  US
 MN0366  USGS QUAD   -  DALTON (2017)
 MN0366
 MN0366                         *CURRENT SURVEY CONTROL
 MN0366  ______________________________________________________________________
 MN0366* NAD 83(1986) POSITION- 41 27 35.     (N) 102 59 04.     (W)   SCALED
 MN0366* NAVD 88 ORTHO HEIGHT -  1285.735 (meters)     4218.28  (feet) ADJUSTED
 MN0366  ______________________________________________________________________
 MN0366  GEOID HEIGHT    -        -19.732 (meters)                     GEOID18
 MN0366  DYNAMIC HEIGHT  -       1284.864 (meters)     4215.42  (feet) COMP
 MN0366  MODELED GRAVITY -    979,901.0   (mgal)                       NAVD 88
 MN0366
 MN0366  VERT ORDER      -  FIRST     CLASS II
 MN0366
 MN0366.The horizontal coordinates were scaled from a map and have
 MN0366.an estimated accuracy of +/- 6 seconds.
 MN0366
 MN0366.The orthometric height was determined by differential leveling and
 MN0366.adjusted by the NATIONAL GEODETIC SURVEY
 MN0366.in June 1991.
 MN0366
 MN0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0366.GEOID18 height accuracy estimate available here.
 MN0366
 MN0366.Click photographs - Photos may exist for this station.
 MN0366
 MN0366.The dynamic height is computed by dividing the NAVD 88
 MN0366.geopotential number by the normal gravity value computed on the
 MN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0366.degrees latitude (g = 980.6199 gals.).
 MN0366
 MN0366.The modeled gravity was interpolated from observed gravity values.
 MN0366
 MN0366;                    North         East    Units  Estimated Accuracy
 MN0366;SPC NE       -   184,870.      250,790.      MT  (+/- 180 meters Scaled)
 MN0366
 MN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF683917(NAD 83)
 MN0366
 MN0366                          SUPERSEDED SURVEY CONTROL
 MN0366
 MN0366.No superseded survey control is available for this station.
 MN0366
 MN0366_MARKER: DV = VERTICAL CONTROL DISK
 MN0366_SETTING: 66 = SET IN ROCK OUTCROP
 MN0366_STAMPING: D 418 1985
 MN0366_MARK LOGO: NGS
 MN0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0366+STABILITY: POSITION/ELEVATION WELL
 MN0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0366+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0366
 MN0366  HISTORY     - Date     Condition        Report By
 MN0366  HISTORY     - 1985     MONUMENTED       NGS
 MN0366  HISTORY     - 20070417 GOOD             NEDR
 MN0366
 MN0366                          STATION DESCRIPTION
 MN0366
 MN0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0366'6.3 KM (3.9 MI) NORTH FROM DALTON.
 MN0366'6.3 KM (3.9 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0366'DALTON, IN TOP OF A 3 BY 4 FOOT PORTION OF OUTCROP AT THE MIDDLE OF A
 MN0366'ROCKY CUT BANK, 29.9 METERS (98.2 FT) WEST OF THE HIGHWAY CENTERLINE,
 MN0366'4.5 METERS (14.6 FT) EAST OF A FENCE AND 10.4 METERS (34 FT) SOUTHEAST
 MN0366'OF A CONCRETE RIGHT OF WAY MARKER.
 MN0366'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST
 MN0366'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
 MN0366
 MN0366                          STATION RECOVERY (2007)
 MN0366
 MN0366'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0366'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0388 ***********************************************************************
 MN0388  DESIGNATION -  D 419
 MN0388  PID         -  MN0388
 MN0388  STATE/COUNTY-  NE/CHEYENNE
 MN0388  COUNTRY     -  US
 MN0388  USGS QUAD   -  LORENZO (2017)
 MN0388
 MN0388                         *CURRENT SURVEY CONTROL
 MN0388  ______________________________________________________________________
 MN0388* NAD 83(1986) POSITION- 41 02 50.     (N) 103 04 06.     (W)   SCALED
 MN0388* NAVD 88 ORTHO HEIGHT -  1337.801 (meters)     4389.10  (feet) ADJUSTED
 MN0388  ______________________________________________________________________
 MN0388  GEOID HEIGHT    -        -19.635 (meters)                     GEOID18
 MN0388  DYNAMIC HEIGHT  -       1336.841 (meters)     4385.95  (feet) COMP
 MN0388  MODELED GRAVITY -    979,859.6   (mgal)                       NAVD 88
 MN0388
 MN0388  VERT ORDER      -  FIRST     CLASS II
 MN0388
 MN0388.The horizontal coordinates were scaled from a map and have
 MN0388.an estimated accuracy of +/- 6 seconds.
 MN0388
 MN0388.The orthometric height was determined by differential leveling and
 MN0388.adjusted by the NATIONAL GEODETIC SURVEY
 MN0388.in June 1991.
 MN0388
 MN0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0388.GEOID18 height accuracy estimate available here.
 MN0388
 MN0388.Click photographs - Photos may exist for this station.
 MN0388
 MN0388.The dynamic height is computed by dividing the NAVD 88
 MN0388.geopotential number by the normal gravity value computed on the
 MN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0388.degrees latitude (g = 980.6199 gals.).
 MN0388
 MN0388.The modeled gravity was interpolated from observed gravity values.
 MN0388
 MN0388;                    North         East    Units  Estimated Accuracy
 MN0388;SPC NE       -   139,350.      242,160.      MT  (+/- 180 meters Scaled)
 MN0388
 MN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF623457(NAD 83)
 MN0388
 MN0388                          SUPERSEDED SURVEY CONTROL
 MN0388
 MN0388.No superseded survey control is available for this station.
 MN0388
 MN0388_MARKER: I = METAL ROD
 MN0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0388_STAMPING: D 419 1985
 MN0388_MARK LOGO: NGS
 MN0388_PROJECTION: FLUSH
 MN0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0388_ROD/PIPE-DEPTH: 17.1 meters
 MN0388
 MN0388  HISTORY     - Date     Condition        Report By
 MN0388  HISTORY     - 1985     MONUMENTED       NGS
 MN0388
 MN0388                          STATION DESCRIPTION
 MN0388
 MN0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0388'16.0 KM (9.95 MI) SW FROM SIDNEY.
 MN0388'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0388'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 12.1 KM
 MN0388'(7.5 MI) SOUTHWEST ALONG STATE ROUTE 19, IN THE NORTHWEST CORNER OF
 MN0388'THE INTERSECTION OF A GRAVEL ROAD AT LORENZO, 0.48 KM (0.30 MI)
 MN0388'NORTH-NORTHEAST OF MILEPOST 3, 16.8 METERS (55 FT) WEST-NORTHWEST OF
 MN0388'THE HIGHWAY CENTERLINE, 24.1 METERS (79 FT) SOUTH OF THE CENTER OF A A
 MN0388'GRAVEL ROAD, 18.1 METERS (59.5 FT) EAST-SOUTHEAST OF THE
 MN0388'EAST-SOUTHEAST RAIL AND 0.9 METER (3 FT) SOUTH-SOUTHWEST OF A POWER
 MN0388'POLE WITH ONE TRANSFORMER AND A GUY WIRE.  NOTE--ACCESS TO DATUM POINT
 MN0388'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0388'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST
 MN0388'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0397 ***********************************************************************
 MN0397  DESIGNATION -  D 422
 MN0397  PID         -  MN0397
 MN0397  STATE/COUNTY-  NE/DEUEL
 MN0397  COUNTRY     -  US
 MN0397  USGS QUAD   -  BARTON (2017)
 MN0397
 MN0397                         *CURRENT SURVEY CONTROL
 MN0397  ______________________________________________________________________
 MN0397* NAD 83(1986) POSITION- 41 02 29.1    (N) 102 09 45.6    (W)   HD_HELD2
 MN0397* NAVD 88 ORTHO HEIGHT -  1040.390 (meters)     3413.35  (feet) ADJUSTED
 MN0397  ______________________________________________________________________
 MN0397  GEOID HEIGHT    -        -20.545 (meters)                     GEOID18
 MN0397  DYNAMIC HEIGHT  -       1039.714 (meters)     3411.13  (feet) COMP
 MN0397  MODELED GRAVITY -    979,938.7   (mgal)                       NAVD 88
 MN0397
 MN0397  VERT ORDER      -  FIRST     CLASS II
 MN0397
 MN0397.The horizontal coordinates were established by autonomous hand held GPS
 MN0397.observations and have an estimated accuracy of +/- 10 meters.
 MN0397
 MN0397.The orthometric height was determined by differential leveling and
 MN0397.adjusted by the NATIONAL GEODETIC SURVEY
 MN0397.in June 1991.
 MN0397
 MN0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0397.GEOID18 height accuracy estimate available here.
 MN0397
 MN0397.Click photographs - Photos may exist for this station.
 MN0397
 MN0397.The dynamic height is computed by dividing the NAVD 88
 MN0397.geopotential number by the normal gravity value computed on the
 MN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0397.degrees latitude (g = 980.6199 gals.).
 MN0397
 MN0397.The modeled gravity was interpolated from observed gravity values.
 MN0397
 MN0397;                    North         East    Units  Estimated Accuracy
 MN0397;SPC NE       -   136,402.      318,233.      MT  (+/- 10 meters HH2 GPS)
 MN0397
 MN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3848847233(NAD 83)
 MN0397
 MN0397                          SUPERSEDED SURVEY CONTROL
 MN0397
 MN0397  NGVD 29 (02/14/92) 1039.927  (m)         3411.83   (f) ADJUSTED    1 2
 MN0397
 MN0397.Superseded values are not recommended for survey control.
 MN0397
 MN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0397.See file dsdata.pdf to determine how the superseded data were derived.
 MN0397
 MN0397_MARKER: I = METAL ROD
 MN0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0397_STAMPING: D 422 1986
 MN0397_MARK LOGO: NGS
 MN0397_PROJECTION: FLUSH
 MN0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0397_ROD/PIPE-DEPTH: 7.3 meters
 MN0397
 MN0397  HISTORY     - Date     Condition        Report By
 MN0397  HISTORY     - 1986     MONUMENTED       NGS
 MN0397
 MN0397                          STATION DESCRIPTION
 MN0397
 MN0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0397'10.6 KM (6.6 MI) NE FROM JULESBURG CO.
 MN0397'10.6 KM (6.55 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0397'US HIGHWAY 385 SOUTH IN JULESBURG COLORADO, 0.08 KM (0.05 MI)
 MN0397'NORTHEAST OF A GRAVEL ROAD LEADING NORTH, ALSO 8.1 KM (5.0 MI)
 MN0397'SOUTHWEST OF BIG SPRINGS, 14.5 METERS (47.5 FT) NORTHWEST OF THE
 MN0397'HIGHWAY CENTERLINE, 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY
 MN0397'FENCE, 63.1 METERS (207 FT) NORTHEAST OF THE THE ROAD AND 49.8 METERS
 MN0397'(163.5 FT) NORTHEAST OF A CORNER FENCE POST.  NOTE--ACCESS TO DATUM
 MN0397'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0397'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0397'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0953 ***********************************************************************
 LH0953  DESIGNATION -  D 423
 LH0953  PID         -  LH0953
 LH0953  STATE/COUNTY-  NE/FURNAS
 LH0953  COUNTRY     -  US
 LH0953  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0953
 LH0953                         *CURRENT SURVEY CONTROL
 LH0953  ______________________________________________________________________
 LH0953* NAD 83(1986) POSITION- 40 04 12.88   (N) 099 53 32.02   (W)   HD_HELD1
 LH0953* NAVD 88 ORTHO HEIGHT -   703.221 (meters)     2307.15  (feet) ADJUSTED
 LH0953  ______________________________________________________________________
 LH0953  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 LH0953  DYNAMIC HEIGHT  -        702.772 (meters)     2305.68  (feet) COMP
 LH0953  MODELED GRAVITY -    979,962.9   (mgal)                       NAVD 88
 LH0953
 LH0953  VERT ORDER      -  FIRST     CLASS II
 LH0953
 LH0953.The horizontal coordinates were determined by differentially corrected
 LH0953.hand held GPS observations or other comparable positioning techniques
 LH0953.and have an estimated accuracy of +/- 3 meters.
 LH0953
 LH0953.The orthometric height was determined by differential leveling and
 LH0953.adjusted by the NATIONAL GEODETIC SURVEY
 LH0953.in June 1991.
 LH0953
 LH0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0953.GEOID18 height accuracy estimate available here.
 LH0953
 LH0953.Click photographs - Photos may exist for this station.
 LH0953
 LH0953.The dynamic height is computed by dividing the NAVD 88
 LH0953.geopotential number by the normal gravity value computed on the
 LH0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0953.degrees latitude (g = 980.6199 gals.).
 LH0953
 LH0953.The modeled gravity was interpolated from observed gravity values.
 LH0953
 LH0953;                    North         East    Units  Estimated Accuracy
 LH0953;SPC NE       -    26,311.4     509,193.4     MT  (+/- 3 meters HH1 GPS) 
 LH0953
 LH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2391735935(NAD 83)
 LH0953
 LH0953                          SUPERSEDED SURVEY CONTROL
 LH0953
 LH0953  NGVD 29 (02/14/92)  702.947  (m)         2306.25   (f) ADJUSTED    1 2
 LH0953
 LH0953.Superseded values are not recommended for survey control.
 LH0953
 LH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0953.See file dsdata.pdf to determine how the superseded data were derived.
 LH0953
 LH0953_MARKER: F = FLANGE-ENCASED ROD
 LH0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0953_STAMPING: D 423 1986
 LH0953_MARK LOGO: NGS
 LH0953_PROJECTION: FLUSH
 LH0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0953+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2020
 LH0953_ROD/PIPE-DEPTH: 12.1 meters
 LH0953
 LH0953  HISTORY     - Date     Condition        Report By
 LH0953  HISTORY     - 1986     MONUMENTED       NGS
 LH0953  HISTORY     - 20200205 GOOD             NEGS
 LH0953
 LH0953                          STATION DESCRIPTION
 LH0953
 LH0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0953'26.4 KM (16.4 MI) SOUTH FROM ARAPAHOE.
 LH0953'26.4 KM (16.5 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0953'HIGHWAYS 6 NAD 34 AT ARAPAHOE, AT A FENCE T JUNCTION, 0.37 KM (0.23
 LH0953'MI) SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST, 18.2 METERS
 LH0953'(60 FT) WEST OF THE HIGHWAY CENTERLINE, 41.4 METERS (136 FT) SOUTH OF
 LH0953'THE FIRST POWER POLE WEST OF THE HIGHWAY AT A POWER LINE CROSSING,
 LH0953'23.1 METERS (76 FT) NORTH OF THE EXTENDED CENTER OF A TRACK ROAD
 LH0953'LEADING EAST, 0.6 METER (2 FT) SOUTHEAST OF THE FENCE T JUNCTION AND
 LH0953'0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LH0953'THROUGH A 5-INCH LOGO CAP.
 LH0953'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0953'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LH0953
 LH0953                          STATION RECOVERY (2020)
 LH0953
 LH0953'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0953'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 89 AND U.S. HIGHWAY 283
 LH0953'APPROXIMATELY 3.5 MI (5.6 KM) WEST OF BEAVER CITY, NE., GO SOUTH ON US
 LH0953'283 APPROXIMATELY 4.25 MI (6.84 KM) TO MILE POST 4.75 AND THE MARK ON
 LH0953'THE RIGHT (WEST).
 LH0953'
 LH0953'IT IS 64.0 FT (19.5 M) WEST OF THE CENTERLINE OF US 283 AND 1.0 FT
 LH0953'(0.3 M) NORTH OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0320 ***********************************************************************
 MM0320  DESIGNATION -  D 424
 MM0320  PID         -  MM0320
 MM0320  STATE/COUNTY-  NE/KEITH
 MM0320  COUNTRY     -  US
 MM0320  USGS QUAD   -  PAXTON NORTH (2017)
 MM0320
 MM0320                         *CURRENT SURVEY CONTROL
 MM0320  ______________________________________________________________________
 MM0320* NAD 83(1986) POSITION- 41 07 52.     (N) 101 16 16.     (W)   SCALED
 MM0320* NAVD 88 ORTHO HEIGHT -   921.578 (meters)     3023.54  (feet) ADJUSTED
 MM0320  ______________________________________________________________________
 MM0320  GEOID HEIGHT    -        -21.744 (meters)                     GEOID18
 MM0320  DYNAMIC HEIGHT  -        921.010 (meters)     3021.68  (feet) COMP
 MM0320  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 MM0320
 MM0320  VERT ORDER      -  FIRST     CLASS II
 MM0320
 MM0320.The horizontal coordinates were scaled from a map and have
 MM0320.an estimated accuracy of +/- 6 seconds.
 MM0320
 MM0320.The orthometric height was determined by differential leveling and
 MM0320.adjusted by the NATIONAL GEODETIC SURVEY
 MM0320.in June 1991.
 MM0320
 MM0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0320.GEOID18 height accuracy estimate available here.
 MM0320
 MM0320.Click photographs - Photos may exist for this station.
 MM0320
 MM0320.The dynamic height is computed by dividing the NAVD 88
 MM0320.geopotential number by the normal gravity value computed on the
 MM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0320.degrees latitude (g = 980.6199 gals.).
 MM0320
 MM0320.The modeled gravity was interpolated from observed gravity values.
 MM0320
 MM0320;                    North         East    Units  Estimated Accuracy
 MM0320;SPC NE       -   144,870.      393,310.      MT  (+/- 180 meters Scaled)
 MM0320
 MM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL093557(NAD 83)
 MM0320
 MM0320                          SUPERSEDED SURVEY CONTROL
 MM0320
 MM0320  NGVD 29 (02/14/92)  921.168  (m)         3022.20   (f) ADJUSTED    1 2
 MM0320
 MM0320.Superseded values are not recommended for survey control.
 MM0320
 MM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0320.See file dsdata.pdf to determine how the superseded data were derived.
 MM0320
 MM0320_MARKER: I = METAL ROD
 MM0320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0320_STAMPING: D 424 1986
 MM0320_MARK LOGO: NGS
 MM0320_PROJECTION: FLUSH
 MM0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0320_ROD/PIPE-DEPTH: 14.6 meters
 MM0320
 MM0320  HISTORY     - Date     Condition        Report By
 MM0320  HISTORY     - 1986     MONUMENTED       NGS
 MM0320
 MM0320                          STATION DESCRIPTION
 MM0320
 MM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0320'7.1 KM (4.4 MI) EAST FROM PAXTON.
 MM0320'7.16 KM (4.48 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0320'STATE HIGHWAY 51 C AT PAXTON, 0.19 KM (0.12 MI) WEST OF MILEPOST 150,
 MM0320'0.08 KM (0.05 MI) WEST OF THE KEITH-LINCOLN COUNTY LINE, 30.1 METERS
 MM0320'(99 FT) SOUTH OF THE HIGHWAY CENTERLINE, 37.1 METERS (122 FT)
 MM0320'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF A SMALL
 MM0320'BRIDGE, 32.4 METERS (106.5 FT) NORTHEAST OF THE NORTH END OF THE EAST
 MM0320'HEADWALL OF A UNION PACIFIC RAILROAD BRIDGE 31117, 11.7 METERS (38.5
 MM0320'FT) NORTH OF THE NORTH RAIL AND 0.6 METER (2 FT) WEST OF A GUYED
 MM0320'TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MM0320'LOGO CAP.
 MM0320'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0320'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0979 ***********************************************************************
 LH0979  DESIGNATION -  D 425
 LH0979  PID         -  LH0979
 LH0979  STATE/COUNTY-  NE/GOSPER
 LH0979  COUNTRY     -  US
 LH0979  USGS QUAD   -  ELWOOD (2017)
 LH0979
 LH0979                         *CURRENT SURVEY CONTROL
 LH0979  ______________________________________________________________________
 LH0979* NAD 83(1986) POSITION- 40 34 47.2    (N) 099 51 49.3    (W)   HD_HELD2
 LH0979* NAVD 88 ORTHO HEIGHT -   820.098 (meters)     2690.60  (feet) ADJUSTED
 LH0979  ______________________________________________________________________
 LH0979  GEOID HEIGHT    -        -24.262 (meters)                     GEOID18
 LH0979  DYNAMIC HEIGHT  -        819.574 (meters)     2688.89  (feet) COMP
 LH0979  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 LH0979
 LH0979  VERT ORDER      -  FIRST     CLASS II
 LH0979
 LH0979.The horizontal coordinates were established by autonomous hand held GPS
 LH0979.observations and have an estimated accuracy of +/- 10 meters.
 LH0979
 LH0979.The orthometric height was determined by differential leveling and
 LH0979.adjusted by the NATIONAL GEODETIC SURVEY
 LH0979.in June 1991.
 LH0979
 LH0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0979.GEOID18 height accuracy estimate available here.
 LH0979
 LH0979.Click photographs - Photos may exist for this station.
 LH0979
 LH0979.The dynamic height is computed by dividing the NAVD 88
 LH0979.geopotential number by the normal gravity value computed on the
 LH0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0979.degrees latitude (g = 980.6199 gals.).
 LH0979
 LH0979.The modeled gravity was interpolated from observed gravity values.
 LH0979
 LH0979;                    North         East    Units  Estimated Accuracy
 LH0979;SPC NE       -    82,887.      511,538.      MT  (+/- 10 meters HH2 GPS)
 LH0979
 LH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2690292468(NAD 83)
 LH0979
 LH0979                          SUPERSEDED SURVEY CONTROL
 LH0979
 LH0979  NGVD 29 (02/14/92)  819.793  (m)         2689.60   (f) ADJUSTED    1 2
 LH0979
 LH0979.Superseded values are not recommended for survey control.
 LH0979
 LH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0979.See file dsdata.pdf to determine how the superseded data were derived.
 LH0979
 LH0979_MARKER: I = METAL ROD
 LH0979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0979_STAMPING: D 425 1986
 LH0979_MARK LOGO: NGS
 LH0979_PROJECTION: FLUSH
 LH0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0979_ROD/PIPE-DEPTH: 15.8 meters
 LH0979
 LH0979  HISTORY     - Date     Condition        Report By
 LH0979  HISTORY     - 1986     MONUMENTED       NGS
 LH0979  HISTORY     - 20060513 POOR             GEOCAC
 LH0979
 LH0979                          STATION DESCRIPTION
 LH0979
 LH0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0979'0.9 KM (0.55 MI) SOUTH FROM ELWOOD.
 LH0979'0.93 KM (0.58 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0979'COURTHOUSE AT ELWOOD, AT THE T JUNCTION OF A PRIVATE DIRT ROAD LEADING
 LH0979'WEST, 0.75 KM (0.45 MI) NORTH OF MILEPOST 40, 18.3 METERS (60 FT) 2.9
 LH0979'METERS (9.5 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 1.2 METERS
 LH0979'(4 FT) SOUTHWEST OF A RIGHT OF WAY POST, 1.2 METERS (4 FT) SOUTHWEST
 LH0979'OF A FENCE CORNER, 7.0 METERS (23 FT) SOUTHWEST OF A PIPE LINE VENT
 LH0979'PIPE AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 LH0979'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0979'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0979'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0979
 LH0979                          STATION RECOVERY (2006)
 LH0979
 LH0979'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0979'FOUND WITH THE LOGO CAP MISSING AND THE TOP OF THE ROD PROJECTING
 LH0979'ABOUT 1.5 INCHES ABOVE THE RIM OF THE CHAMBER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1000 ***********************************************************************
 LH1000  DESIGNATION -  D 426
 LH1000  PID         -  LH1000
 LH1000  STATE/COUNTY-  NE/DAWSON
 LH1000  COUNTRY     -  US
 LH1000  USGS QUAD   -  COZAD (2017)
 LH1000
 LH1000                         *CURRENT SURVEY CONTROL
 LH1000  ______________________________________________________________________
 LH1000* NAD 83(1986) POSITION- 40 49 55.17   (N) 099 55 09.00   (W)   HD_HELD1
 LH1000* NAVD 88 ORTHO HEIGHT -   752.616 (meters)     2469.21  (feet) ADJUSTED
 LH1000  ______________________________________________________________________
 LH1000  GEOID HEIGHT    -        -23.537 (meters)                     GEOID18
 LH1000  DYNAMIC HEIGHT  -        752.173 (meters)     2467.75  (feet) COMP
 LH1000  MODELED GRAVITY -    980,010.8   (mgal)                       NAVD 88
 LH1000
 LH1000  VERT ORDER      -  FIRST     CLASS II
 LH1000
 LH1000.The horizontal coordinates were determined by differentially corrected
 LH1000.hand held GPS observations or other comparable positioning techniques
 LH1000.and have an estimated accuracy of +/- 3 meters.
 LH1000
 LH1000.The orthometric height was determined by differential leveling and
 LH1000.adjusted by the NATIONAL GEODETIC SURVEY
 LH1000.in June 1991.
 LH1000
 LH1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1000.GEOID18 height accuracy estimate available here.
 LH1000
 LH1000.Click photographs - Photos may exist for this station.
 LH1000
 LH1000.The dynamic height is computed by dividing the NAVD 88
 LH1000.geopotential number by the normal gravity value computed on the
 LH1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1000.degrees latitude (g = 980.6199 gals.).
 LH1000
 LH1000.The modeled gravity was interpolated from observed gravity values.
 LH1000
 LH1000;                    North         East    Units  Estimated Accuracy
 LH1000;SPC NE       -   110,881.8     506,816.3     MT  (+/- 3 meters HH1 GPS) 
 LH1000
 LH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2250020513(NAD 83)
 LH1000
 LH1000                          SUPERSEDED SURVEY CONTROL
 LH1000
 LH1000  NGVD 29 (02/14/92)  752.321  (m)         2468.24   (f) ADJUSTED    1 2
 LH1000
 LH1000.Superseded values are not recommended for survey control.
 LH1000
 LH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1000.See file dsdata.pdf to determine how the superseded data were derived.
 LH1000
 LH1000_MARKER: I = METAL ROD
 LH1000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1000_STAMPING: D 426 1986
 LH1000_MARK LOGO: NGS
 LH1000_PROJECTION: FLUSH
 LH1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1000_ROD/PIPE-DEPTH: 14.6 meters
 LH1000
 LH1000  HISTORY     - Date     Condition        Report By
 LH1000  HISTORY     - 1986     MONUMENTED       NGS
 LH1000
 LH1000                          STATION DESCRIPTION
 LH1000
 LH1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1000'6.2 KM (3.85 MI) SE FROM COZAD.
 LH1000'6.22 KM (3.85 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1000'RAILROAD STATION AT COZAD, AT A CROSSROAD, 0.47 KM (0.29 MI) NORTHWEST
 LH1000'OF MILEPOST 228, 21.0 METERS (69 FT) SOUTHWEST OF THE HIGHWAY
 LH1000'CENTERLINE, 19.6 METERS (64.4 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LH1000'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 8.7 METERS
 LH1000'(28.5 FT) SOUTHEAST OF THE CENTER OF THE CROSSROAD AND 0.8 METERS (2.6
 LH1000'FT) SOUTHEAST OF A GUYED POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 LH1000'HAD THROUGH A 5-INCH LOGO CAP.
 LH1000'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH1000'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2121 ***********************************************************************
 MK2121  DESIGNATION -  D 428
 MK2121  PID         -  MK2121
 MK2121  STATE/COUNTY-  NE/DOUGLAS
 MK2121  COUNTRY     -  US
 MK2121  USGS QUAD   -  IRVINGTON (2017)
 MK2121
 MK2121                         *CURRENT SURVEY CONTROL
 MK2121  ______________________________________________________________________
 MK2121* NAD 83(1986) POSITION- 41 20 06.     (N) 096 02 33.     (W)   SCALED
 MK2121* NAVD 88 ORTHO HEIGHT -   363.655 (meters)     1193.09  (feet) ADJUSTED
 MK2121  ______________________________________________________________________
 MK2121  GEOID HEIGHT    -        -27.818 (meters)                     GEOID18
 MK2121  DYNAMIC HEIGHT  -        363.491 (meters)     1192.55  (feet) COMP
 MK2121  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 MK2121
 MK2121  VERT ORDER      -  FIRST     CLASS II
 MK2121
 MK2121.The horizontal coordinates were scaled from a map and have
 MK2121.an estimated accuracy of +/- 6 seconds.
 MK2121
 MK2121.The orthometric height was determined by differential leveling and
 MK2121.adjusted by the NATIONAL GEODETIC SURVEY
 MK2121.in June 1991.
 MK2121
 MK2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2121.GEOID18 height accuracy estimate available here.
 MK2121
 MK2121.Click photographs - Photos may exist for this station.
 MK2121
 MK2121.The dynamic height is computed by dividing the NAVD 88
 MK2121.geopotential number by the normal gravity value computed on the
 MK2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2121.degrees latitude (g = 980.6199 gals.).
 MK2121
 MK2121.The modeled gravity was interpolated from observed gravity values.
 MK2121
 MK2121;                    North         East    Units  Estimated Accuracy
 MK2121;SPC NE       -   174,300.      831,050.      MT  (+/- 180 meters Scaled)
 MK2121
 MK2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL474801(NAD 83)
 MK2121
 MK2121                          SUPERSEDED SURVEY CONTROL
 MK2121
 MK2121.No superseded survey control is available for this station.
 MK2121
 MK2121_MARKER: I = METAL ROD
 MK2121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2121_STAMPING: D 428 1989
 MK2121_MARK LOGO: NGS
 MK2121_PROJECTION: FLUSH
 MK2121_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2121+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2121_ROD/PIPE-DEPTH: 13.0 meters
 MK2121
 MK2121  HISTORY     - Date     Condition        Report By
 MK2121  HISTORY     - 1989     MONUMENTED       NGS
 MK2121
 MK2121                          STATION DESCRIPTION
 MK2121
 MK2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2121'0.6 KM (0.35 MI) SOUTHERLY ALONG 72ND STREET FROM ITS JUNCTION WITH
 MK2121'INTERSTATE HIGHWAY 680 IN OMAHA, THENCE 1.4 KM (0.85 MI) WEST ALONG
 MK2121'STATE STREET, 7.8 M (25.6 FT) NORTHEAST OF A FIRE HYDRANT, 6.7 M
 MK2121'(22.0 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 4.3 M (14.1 FT)
 MK2121'SOUTHWEST OF THE CENTER 1 OF 3 BRACE POSTS IN A FENCE LINE, 0.3 M
 MK2121'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.2 M (0.7 FT)
 MK2121'BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 MK2121'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2137 ***********************************************************************
 MK2137  DESIGNATION -  D 429
 MK2137  PID         -  MK2137
 MK2137  STATE/COUNTY-  NE/SARPY
 MK2137  COUNTRY     -  US
 MK2137  USGS QUAD   -  RALSTON (2017)
 MK2137
 MK2137                         *CURRENT SURVEY CONTROL
 MK2137  ______________________________________________________________________
 MK2137* NAD 83(1986) POSITION- 41 11 25.20   (N) 096 04 50.79   (W)   HD_HELD1
 MK2137* NAVD 88 ORTHO HEIGHT -   353.271 (meters)     1159.02  (feet) ADJUSTED
 MK2137  ______________________________________________________________________
 MK2137  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 MK2137  DYNAMIC HEIGHT  -        353.124 (meters)     1158.54  (feet) COMP
 MK2137  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 MK2137
 MK2137  VERT ORDER      -  FIRST     CLASS II
 MK2137
 MK2137.The horizontal coordinates were determined by differentially corrected
 MK2137.hand held GPS observations or other comparable positioning techniques
 MK2137.and have an estimated accuracy of +/- 3 meters.
 MK2137
 MK2137.The orthometric height was determined by differential leveling and
 MK2137.adjusted by the NATIONAL GEODETIC SURVEY
 MK2137.in June 1991.
 MK2137
 MK2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2137.GEOID18 height accuracy estimate available here.
 MK2137
 MK2137.Click photographs - Photos may exist for this station.
 MK2137
 MK2137.The dynamic height is computed by dividing the NAVD 88
 MK2137.geopotential number by the normal gravity value computed on the
 MK2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2137.degrees latitude (g = 980.6199 gals.).
 MK2137
 MK2137.The modeled gravity was interpolated from observed gravity values.
 MK2137
 MK2137;                    North         East    Units  Estimated Accuracy
 MK2137;SPC NE       -   158,110.4     828,574.5     MT  (+/- 3 meters HH1 GPS) 
 MK2137
 MK2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4481763995(NAD 83)
 MK2137
 MK2137                          SUPERSEDED SURVEY CONTROL
 MK2137
 MK2137.No superseded survey control is available for this station.
 MK2137
 MK2137_MARKER: DV = VERTICAL CONTROL DISK
 MK2137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2137_SP_SET: FOUNDATION
 MK2137_STAMPING: D 429 1989
 MK2137_MARK LOGO: NGS
 MK2137_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2137+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2137
 MK2137  HISTORY     - Date     Condition        Report By
 MK2137  HISTORY     - 1989     MONUMENTED       NGS
 MK2137  HISTORY     - 20141206 GOOD             GEOCAC
 MK2137
 MK2137                          STATION DESCRIPTION
 MK2137
 MK2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2137'IN MILLARD, AT THE INTERSECTION OF 108TH AND HARRISON STREETS, SET
 MK2137'VERTICALLY IN THE NORTH FACE OF THE FOUNDATION WALL OF THE MID
 MK2137'AMERICAN DAIRY, 46.8 M (153.5 FT) SOUTH OF THE CENTERLINE OF THE
 MK2137'EASTBOUND LANES OF HARRISON STREET, 43.6 M (143.0 FT) EAST OF THE
 MK2137'CENTERLINE OF THE NORTHBOUND LANES OF 108TH STREET, 10.9 M (35.8 FT)
 MK2137'EAST OF THE NORTHWEST CORNER OF THE BUILDING, 3.5 M (11.5 FT) WEST OF
 MK2137'THE CENTER OF AN UNDERGROUND LOADING RAMP AND ENTRANCE DOOR, AND 1.3
 MK2137'M (4.3 FT) ABOVE THE LEVEL OF A CONCRETE PARKING AREA.
 MK2137
 MK2137                          STATION RECOVERY (2014)
 MK2137
 MK2137'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK2137'MID AMERICAN DAIRY BUILDING IS NOW A ROTELLA BAKERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0518 ***********************************************************************
 NO0518  DESIGNATION -  D 431
 NO0518  PID         -  NO0518
 NO0518  STATE/COUNTY-  NE/CHERRY
 NO0518  COUNTRY     -  US
 NO0518  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0518
 NO0518                         *CURRENT SURVEY CONTROL
 NO0518  ______________________________________________________________________
 NO0518* NAD 83(1986) POSITION- 42 48 38.92   (N) 100 30 25.29   (W)   HD_HELD1
 NO0518* NAVD 88 ORTHO HEIGHT -   811.545 (meters)     2662.54  (feet) ADJUSTED
 NO0518  ______________________________________________________________________
 NO0518  GEOID HEIGHT    -        -21.822 (meters)                     GEOID18
 NO0518  DYNAMIC HEIGHT  -        811.216 (meters)     2661.46  (feet) COMP
 NO0518  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 NO0518
 NO0518  VERT ORDER      -  FIRST     CLASS II
 NO0518
 NO0518.The horizontal coordinates were determined by differentially corrected
 NO0518.hand held GPS observations or other comparable positioning techniques
 NO0518.and have an estimated accuracy of +/- 3 meters.
 NO0518
 NO0518.The orthometric height was determined by differential leveling and
 NO0518.adjusted by the NATIONAL GEODETIC SURVEY
 NO0518.in June 1994.
 NO0518
 NO0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0518.GEOID18 height accuracy estimate available here.
 NO0518
 NO0518.Click photographs - Photos may exist for this station.
 NO0518
 NO0518.The dynamic height is computed by dividing the NAVD 88
 NO0518.geopotential number by the normal gravity value computed on the
 NO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0518.degrees latitude (g = 980.6199 gals.).
 NO0518
 NO0518.The modeled gravity was interpolated from observed gravity values.
 NO0518
 NO0518;                    North         East    Units  Estimated Accuracy
 NO0518;SPC NE       -   330,726.5     458,533.7     MT  (+/- 3 meters HH1 GPS) 
 NO0518
 NO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7678740907(NAD 83)
 NO0518
 NO0518                          SUPERSEDED SURVEY CONTROL
 NO0518
 NO0518  NGVD 29 (02/14/92)  811.262  (m)         2661.62   (f) ADJUSTED    1 2
 NO0518
 NO0518.Superseded values are not recommended for survey control.
 NO0518
 NO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0518.See file dsdata.pdf to determine how the superseded data were derived.
 NO0518
 NO0518_MARKER: F = FLANGE-ENCASED ROD
 NO0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0518_STAMPING: D 431 1991
 NO0518_MARK LOGO: NGS
 NO0518_PROJECTION: RECESSED 10 CENTIMETERS
 NO0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0518+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 NO0518_ROD/PIPE-DEPTH: 4.8 meters
 NO0518
 NO0518  HISTORY     - Date     Condition        Report By
 NO0518  HISTORY     - 1991     MONUMENTED       NGS
 NO0518  HISTORY     - 20140122 GOOD             INDIV
 NO0518  HISTORY     - 20200709 GOOD             NDOT
 NO0518
 NO0518                          STATION DESCRIPTION
 NO0518
 NO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0518'8.3 KM (5.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0518'OF U.S. HIGHWAY 20 IN VALENTINE, 158.0 M (518.4 FT) WEST OF THE
 NO0518'HIGHWAY CENTERLINE, 7.2 M (23.6 FT) NORTH OF THE CENTER OF A DIRT
 NO0518'ROAD, 5.2 M (17.1 FT) SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER
 NO0518'AND A GUY CABLE, 0.9 M (3.0 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0
 NO0518'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A
 NO0518'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0518'5-INCH LOGO CAP.
 NO0518
 NO0518                          STATION RECOVERY (2014)
 NO0518
 NO0518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NO0518'RECOVERED AS DESCRIBED, APPROX. 500 FEET WEST OF HWY 20, 24 FEET NORTH
 NO0518'OF CENTERLINE OF BILL AND KAREN DENAEYERS DRVY. FLUSH.
 NO0518
 NO0518                          STATION RECOVERY (2020)
 NO0518
 NO0518'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2020 (BO)
 NO0518'TO REACH FROM THE SOUTH JUNCTION OF US 20 AND US 83, 5 MI (8.0 KM)
 NO0518'SOUTHEAST OF VALENTINE, GO NORTH ON US 20 FOR 0.24 MI (0.39 KM) TO
 NO0518'SCHLAGEL ROAD.  TURN LEFT (WEST) AND GO 0.1 MI (0.2 KM) TO THE STATION
 NO0518'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0549 ***********************************************************************
 NO0549  DESIGNATION -  D 432
 NO0549  PID         -  NO0549
 NO0549  STATE/COUNTY-  NE/CHERRY
 NO0549  COUNTRY     -  US
 NO0549  USGS QUAD   -  SQUARE LAKE (2017)
 NO0549
 NO0549                         *CURRENT SURVEY CONTROL
 NO0549  ______________________________________________________________________
 NO0549* NAD 83(1986) POSITION- 42 27 37.     (N) 100 57 41.     (W)   SCALED
 NO0549* NAVD 88 ORTHO HEIGHT -   948.596 (meters)     3112.19  (feet) ADJUSTED
 NO0549  ______________________________________________________________________
 NO0549  GEOID HEIGHT    -        -20.596 (meters)                     GEOID18
 NO0549  DYNAMIC HEIGHT  -        948.155 (meters)     3110.74  (feet) COMP
 NO0549  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 NO0549
 NO0549  VERT ORDER      -  FIRST     CLASS II
 NO0549
 NO0549.The horizontal coordinates were scaled from a map and have
 NO0549.an estimated accuracy of +/- 6 seconds.
 NO0549
 NO0549.The orthometric height was determined by differential leveling and
 NO0549.adjusted by the NATIONAL GEODETIC SURVEY
 NO0549.in June 1994.
 NO0549
 NO0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0549.GEOID18 height accuracy estimate available here.
 NO0549
 NO0549.Click photographs - Photos may exist for this station.
 NO0549
 NO0549.The dynamic height is computed by dividing the NAVD 88
 NO0549.geopotential number by the normal gravity value computed on the
 NO0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0549.degrees latitude (g = 980.6199 gals.).
 NO0549
 NO0549.The modeled gravity was interpolated from observed gravity values.
 NO0549
 NO0549;                    North         East    Units  Estimated Accuracy
 NO0549;SPC NE       -   292,110.      420,940.      MT  (+/- 180 meters Scaled)
 NO0549
 NO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN387027(NAD 83)
 NO0549
 NO0549                          SUPERSEDED SURVEY CONTROL
 NO0549
 NO0549  NGVD 29 (02/14/92)  948.303  (m)         3111.22   (f) ADJUSTED    1 2
 NO0549
 NO0549.Superseded values are not recommended for survey control.
 NO0549
 NO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0549.See file dsdata.pdf to determine how the superseded data were derived.
 NO0549
 NO0549_MARKER: I = METAL ROD
 NO0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0549_STAMPING: D 432 1991
 NO0549_MARK LOGO: NGS
 NO0549_PROJECTION: FLUSH
 NO0549_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0549+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0549_ROD/PIPE-DEPTH: 10.7 meters
 NO0549
 NO0549  HISTORY     - Date     Condition        Report By
 NO0549  HISTORY     - 1991     MONUMENTED       NGS
 NO0549
 NO0549                          STATION DESCRIPTION
 NO0549
 NO0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0549'51.9 KM (32.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0549'OF STATE HIGHWAY 2 IN MULLEN, 39.7 M (130.2 FT) SOUTHWEST OF THE
 NO0549'CENTER OF A FIELD ENTRANCE, 24.1 M (79.1 FT) NORTHWEST OF THE HIGHWAY
 NO0549'CENTERLINE, 2.2 M (7.2 FT) NORTHEAST OF A T-FENCE CORNER, 1.5 M (4.9
 NO0549'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 NO0549'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0549'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0569 ***********************************************************************
 NO0569  DESIGNATION -  D 433
 NO0569  PID         -  NO0569
 NO0569  STATE/COUNTY-  NE/HOOKER
 NO0569  COUNTRY     -  US
 NO0569  USGS QUAD   -  MULLEN (2017)
 NO0569
 NO0569                         *CURRENT SURVEY CONTROL
 NO0569  ______________________________________________________________________
 NO0569* NAD 83(1986) POSITION- 42 05 05.     (N) 101 02 11.     (W)   SCALED
 NO0569* NAVD 88 ORTHO HEIGHT -   995.770 (meters)     3266.96  (feet) ADJUSTED
 NO0569  ______________________________________________________________________
 NO0569  GEOID HEIGHT    -        -20.674 (meters)                     GEOID18
 NO0569  DYNAMIC HEIGHT  -        995.246 (meters)     3265.24  (feet) COMP
 NO0569  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 NO0569
 NO0569  VERT ORDER      -  FIRST     CLASS II
 NO0569
 NO0569.The horizontal coordinates were scaled from a map and have
 NO0569.an estimated accuracy of +/- 6 seconds.
 NO0569
 NO0569.The orthometric height was determined by differential leveling and
 NO0569.adjusted by the NATIONAL GEODETIC SURVEY
 NO0569.in June 1994.
 NO0569
 NO0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0569.GEOID18 height accuracy estimate available here.
 NO0569
 NO0569.Click photographs - Photos may exist for this station.
 NO0569
 NO0569.The dynamic height is computed by dividing the NAVD 88
 NO0569.geopotential number by the normal gravity value computed on the
 NO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0569.degrees latitude (g = 980.6199 gals.).
 NO0569
 NO0569.The modeled gravity was interpolated from observed gravity values.
 NO0569
 NO0569;                    North         East    Units  Estimated Accuracy
 NO0569;SPC NE       -   250,480.      414,280.      MT  (+/- 180 meters Scaled)
 NO0569
 NO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM315611(NAD 83)
 NO0569
 NO0569                          SUPERSEDED SURVEY CONTROL
 NO0569
 NO0569  NGVD 29 (02/14/92)  995.457  (m)         3265.93   (f) ADJUSTED    1 2
 NO0569
 NO0569.Superseded values are not recommended for survey control.
 NO0569
 NO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0569.See file dsdata.pdf to determine how the superseded data were derived.
 NO0569
 NO0569_MARKER: I = METAL ROD
 NO0569_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0569_STAMPING: D 433 1991
 NO0569_MARK LOGO: NGS
 NO0569_PROJECTION: FLUSH
 NO0569_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0569+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0569_ROD/PIPE-DEPTH: 16.8 meters
 NO0569_SLEEVE-DEPTH  : 0.9 meters
 NO0569
 NO0569  HISTORY     - Date     Condition        Report By
 NO0569  HISTORY     - 1991     MONUMENTED       NGS
 NO0569
 NO0569                          STATION DESCRIPTION
 NO0569
 NO0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0569'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0569'OF STATE HIGHWAY 2 IN MULLEN, 44.8 M (147.0 FT) SOUTH OF A T-FENCE
 NO0569'CORNER, 17.1 M (56.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 NO0569'11.6 M (38.1 FT) EAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW
 NO0569'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST
 NO0569'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0569'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS THE FOR A CLASS A
 NO0569'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0531 ***********************************************************************
 MM0531  DESIGNATION -  D 434
 MM0531  PID         -  MM0531
 MM0531  STATE/COUNTY-  NE/MCPHERSON
 MM0531  COUNTRY     -  US
 MM0531  USGS QUAD   -  TRYON (2017)
 MM0531
 MM0531                         *CURRENT SURVEY CONTROL
 MM0531  ______________________________________________________________________
 MM0531* NAD 83(1986) POSITION- 41 36 48.     (N) 100 57 45.     (W)   SCALED
 MM0531* NAVD 88 ORTHO HEIGHT -  1009.855 (meters)     3313.17  (feet) ADJUSTED
 MM0531  ______________________________________________________________________
 MM0531  GEOID HEIGHT    -        -21.451 (meters)                     GEOID18
 MM0531  DYNAMIC HEIGHT  -       1009.261 (meters)     3311.22  (feet) COMP
 MM0531  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 MM0531
 MM0531  VERT ORDER      -  FIRST     CLASS II
 MM0531
 MM0531.The horizontal coordinates were scaled from a map and have
 MM0531.an estimated accuracy of +/- 6 seconds.
 MM0531
 MM0531.The orthometric height was determined by differential leveling and
 MM0531.adjusted by the NATIONAL GEODETIC SURVEY
 MM0531.in June 1994.
 MM0531
 MM0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0531.GEOID18 height accuracy estimate available here.
 MM0531
 MM0531.Click photographs - Photos may exist for this station.
 MM0531
 MM0531.The dynamic height is computed by dividing the NAVD 88
 MM0531.geopotential number by the normal gravity value computed on the
 MM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0531.degrees latitude (g = 980.6199 gals.).
 MM0531
 MM0531.The modeled gravity was interpolated from observed gravity values.
 MM0531
 MM0531;                    North         East    Units  Estimated Accuracy
 MM0531;SPC NE       -   198,070.      419,800.      MT  (+/- 180 meters Scaled)
 MM0531
 MM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM364087(NAD 83)
 MM0531
 MM0531                          SUPERSEDED SURVEY CONTROL
 MM0531
 MM0531  NGVD 29 (02/14/92) 1009.488  (m)         3311.96   (f) ADJUSTED    1 2
 MM0531
 MM0531.Superseded values are not recommended for survey control.
 MM0531
 MM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0531.See file dsdata.pdf to determine how the superseded data were derived.
 MM0531
 MM0531_MARKER: I = METAL ROD
 MM0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0531_STAMPING: D 434 1991
 MM0531_MARK LOGO: NGS
 MM0531_PROJECTION: FLUSH
 MM0531_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0531+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0531_ROD/PIPE-DEPTH: 14.3 meters
 MM0531
 MM0531  HISTORY     - Date     Condition        Report By
 MM0531  HISTORY     - 1991     MONUMENTED       NGS
 MM0531  HISTORY     - 20150609 GOOD             NEGS
 MM0531
 MM0531                          STATION DESCRIPTION
 MM0531
 MM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0531'7.0 KM (4.35 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0531'IN TRYON, 33.6 M (110.2 FT) SOUTH OF THE CENTER OF THE KEMP RANCH
 MM0531'ENTRANCE ROAD, 15.4 M (50.5 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 MM0531'CENTERLINE, 7.4 M (24.3 FT) SOUTH OF A FENCE CORNER, AND 0.3 M (1.0
 MM0531'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0531'POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0531
 MM0531                          STATION RECOVERY (2015)
 MM0531
 MM0531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015
 MM0531'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1439 ***********************************************************************
 LH1439  FBN         -  This is a Federal Base Network Control Station.
 LH1439  DESIGNATION -  D 435
 LH1439  PID         -  LH1439
 LH1439  STATE/COUNTY-  NE/BUFFALO
 LH1439  COUNTRY     -  US
 LH1439  USGS QUAD   -  ELM CREEK EAST (2017)
 LH1439
 LH1439                         *CURRENT SURVEY CONTROL
 LH1439  ______________________________________________________________________
 LH1439* NAD 83(2011) POSITION- 40 42 50.87287(N) 099 21 00.62408(W)   ADJUSTED
 LH1439* NAD 83(2011) ELLIP HT-   662.998 (meters)        (06/27/12)   ADJUSTED
 LH1439* NAD 83(2011) EPOCH   -  2010.00
 LH1439* NAVD 88 ORTHO HEIGHT -   687.317 (meters)     2254.97  (feet) ADJUSTED
 LH1439  ______________________________________________________________________
 LH1439  GEOID HEIGHT    -        -24.326 (meters)                     GEOID18
 LH1439  NAD 83(2011) X  -   -786,647.173 (meters)                     COMP
 LH1439  NAD 83(2011) Y  - -4,777,531.150 (meters)                     COMP
 LH1439  NAD 83(2011) Z  -  4,138,844.766 (meters)                     COMP
 LH1439  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LH1439  DYNAMIC HEIGHT  -        686.914 (meters)     2253.65  (feet) COMP
 LH1439  MODELED GRAVITY -    980,016.2   (mgal)                       NAVD 88
 LH1439
 LH1439  VERT ORDER      -  FIRST     CLASS II
 LH1439
 LH1439  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1439  Standards:
 LH1439         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1439            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1439  -------------------------------------------------------------------
 LH1439  NETWORK    0.31   0.78           0.14   0.11   0.40     -0.00461163
 LH1439  -------------------------------------------------------------------
 LH1439  Click here for local accuracies and other accuracy information.
 LH1439
 LH1439.The horizontal coordinates were established by GPS observations
 LH1439.and adjusted by the National Geodetic Survey in June 2012.
 LH1439
 LH1439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1439.been affixed to the stable North American tectonic plate. See 
 LH1439.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1439
 LH1439.The horizontal coordinates are valid at the epoch date displayed above
 LH1439.which is a decimal equivalence of Year/Month/Day.
 LH1439
 LH1439.The orthometric height was determined by differential leveling and
 LH1439.adjusted by the NATIONAL GEODETIC SURVEY
 LH1439.in May 1993.
 LH1439
 LH1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1439.GEOID18 height accuracy estimate available here.
 LH1439
 LH1439.Click photographs - Photos may exist for this station.
 LH1439
 LH1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1439
 LH1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1439
 LH1439.The ellipsoidal height was determined by GPS observations
 LH1439.and is referenced to NAD 83.
 LH1439
 LH1439.The dynamic height is computed by dividing the NAVD 88
 LH1439.geopotential number by the normal gravity value computed on the
 LH1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1439.degrees latitude (g = 980.6199 gals.).
 LH1439
 LH1439.The modeled gravity was interpolated from observed gravity values.
 LH1439
 LH1439. The following values were computed from the NAD 83(2011) position.
 LH1439
 LH1439;                    North         East     Units Scale Factor Converg.
 LH1439;SPC NE       -    97,999.957   554,894.758   MT  0.99975330   +0 25 50.3
 LH1439;SPC NE       -   321,521.53  1,820,517.22   sFT  0.99975330   +0 25 50.3
 LH1439;UTM  14      - 4,507,082.675   470,422.984   MT  0.99961077   -0 13 42.3
 LH1439
 LH1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1439!SPC NE       -   0.99989601  x   0.99975330  =   0.99964934
 LH1439!UTM  14      -   0.99989601  x   0.99961077  =   0.99950682
 LH1439
 LH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7042207082(NAD 83)
 LH1439
 LH1439                          SUPERSEDED SURVEY CONTROL
 LH1439
 LH1439  NAD 83(2007)-  40 42 50.87283(N)    099 21 00.62473(W) AD(2002.00) 0
 LH1439  ELLIP H (02/10/07)  663.022  (m)                       GP(2002.00)    
 LH1439  ELLIP H (07/10/01)  663.007  (m)                       GP(       ) 4 1
 LH1439  NAD 83(1995)-  40 42 50.87261(N)    099 21 00.62429(W) AD(       ) A
 LH1439  ELLIP H (06/25/96)  663.060  (m)                       GP(       ) 1 1
 LH1439  NAVD 88             687.32   (m)         2255.0    (f) LEVELING    3  
 LH1439  NGVD 29 (02/14/92)  687.054  (m)         2254.11   (f) ADJUSTED    1 2
 LH1439
 LH1439.Superseded values are not recommended for survey control.
 LH1439
 LH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1439.See file dsdata.pdf to determine how the superseded data were derived.
 LH1439
 LH1439_MARKER: F = FLANGE-ENCASED ROD
 LH1439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1439_STAMPING: D 435 1991
 LH1439_MARK LOGO: NGS
 LH1439_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1439+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2016
 LH1439_ROD/PIPE-DEPTH: 17.4 meters
 LH1439
 LH1439  HISTORY     - Date     Condition        Report By
 LH1439  HISTORY     - 1991     MONUMENTED       NGS
 LH1439  HISTORY     - 19950522 GOOD             NGS
 LH1439  HISTORY     - 19970506 GOOD             NGS
 LH1439  HISTORY     - 20000501 GOOD             NGS
 LH1439  HISTORY     - 20100605 GOOD             INDIV
 LH1439  HISTORY     - 20161021 GOOD             WATER
 LH1439
 LH1439                          STATION DESCRIPTION
 LH1439
 LH1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1439'2.9 KM (1.80 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1439'U.S. HIGHWAY 183 IN ELM CREEK, 29.3 M (96.1 FT) SOUTH OF AND LEVEL
 LH1439'WITH THE CENTERLINE OF THE HIGHWAY, 20.0 M (65.6 FT) EAST OF THE
 LH1439'CENTER OF A PAVED ROAD, 12.5 M (41.0 FT) NORTH OF THE NEAR RAIL OF
 LH1439'THE UNION PACIFIC RAILROAD, 2.0 M (6.6 FT) WEST OF A UTILITY POLE
 LH1439'WITH 2 GUY CABLES, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.
 LH1439'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1439
 LH1439                          STATION RECOVERY (1995)
 LH1439
 LH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1439'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST OF ELM CREEK, BETWEEN
 LH1439'U.S. HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, AT A COUNTY ROAD
 LH1439'CROSSING AND NEAR THE NORTHWEST CORNER, SEC35, T9N, R18W, ON HIGHWAY
 LH1439'RIGHT-OF-WAY.  TO REACH THE MARK FROM THE POST OFFICE IN ELM CREEK, GO
 LH1439'EAST ON U.S. HIGHWAY 30 FOR 1.25 MI (2.01 KM) TO A CROSSROAD AND THE
 LH1439'MARK ON THE RIGHT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION AND
 LH1439'NORTHEAST OF A RAILROAD CROSSING OF 2 SETS OF TRACKS ON THE COUNTY
 LH1439'ROAD.  THE MARK IS A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE
 LH1439'WITH A LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 138.3 FT (42.2
 LH1439'M) WEST OF A 1/4 MILE MARKER POLE FOR THE RAILROAD, 95.5 FT (29.1 M)
 LH1439'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 63.0 FT (19.2 M) EAST OF THE
 LH1439'CENTERLINE OF THE COUNTY ROAD, 53.8 FT (16.4 M) SOUTH-SOUTHWEST OF A
 LH1439'MCI FIBER-OPTIC CABLE WARNING POST, 41.2 FT (12.6 M) NORTH OF THE
 LH1439'NORTH RAIL OF THE NORTH SET OF TRACKS, 1.7 FT (0.5 M) EAST-SOUTHEAST
 LH1439'OF A WITNESS POST AND ABOUT 4.0 FT (1.2 M) LOWER THAN THE TRACKS.
 LH1439
 LH1439                          STATION RECOVERY (1997)
 LH1439
 LH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LH1439'RECOVERED AS DESCRIBED.
 LH1439
 LH1439                          STATION RECOVERY (2000)
 LH1439
 LH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LH1439'RECOVERED AS DESCRIBED.
 LH1439
 LH1439                          STATION RECOVERY (2010)
 LH1439
 LH1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (VSB)
 LH1439'RECOVERED IN GOOD CONDITION.
 LH1439
 LH1439                          STATION RECOVERY (2016)
 LH1439
 LH1439'RECOVERY NOTE BY WATERSHED SCIENCES 2016 (SS)
 LH1439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1465 ***********************************************************************
 LH1465  DESIGNATION -  D 436
 LH1465  PID         -  LH1465
 LH1465  STATE/COUNTY-  NE/HALL
 LH1465  COUNTRY     -  US
 LH1465  USGS QUAD   -  ALDA (2017)
 LH1465
 LH1465                         *CURRENT SURVEY CONTROL
 LH1465  ______________________________________________________________________
 LH1465* NAD 83(1986) POSITION- 40 48 11.     (N) 098 22 42.     (W)   SCALED
 LH1465* NAVD 88 ORTHO HEIGHT -   576.021 (meters)     1889.83  (feet) ADJUSTED
 LH1465  ______________________________________________________________________
 LH1465  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 LH1465  DYNAMIC HEIGHT  -        575.712 (meters)     1888.82  (feet) COMP
 LH1465  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 LH1465
 LH1465  VERT ORDER      -  FIRST     CLASS II
 LH1465
 LH1465.The horizontal coordinates were scaled from a map and have
 LH1465.an estimated accuracy of +/- 6 seconds.
 LH1465
 LH1465.The orthometric height was determined by differential leveling and
 LH1465.adjusted by the NATIONAL GEODETIC SURVEY
 LH1465.in May 1993.
 LH1465
 LH1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1465.GEOID18 height accuracy estimate available here.
 LH1465
 LH1465.Click photographs - Photos may exist for this station.
 LH1465
 LH1465.The dynamic height is computed by dividing the NAVD 88
 LH1465.geopotential number by the normal gravity value computed on the
 LH1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1465.degrees latitude (g = 980.6199 gals.).
 LH1465
 LH1465.The modeled gravity was interpolated from observed gravity values.
 LH1465
 LH1465;                    North         East    Units  Estimated Accuracy
 LH1465;SPC NE       -   108,950.      636,800.      MT  (+/- 180 meters Scaled)
 LH1465
 LH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL524170(NAD 83)
 LH1465
 LH1465                          SUPERSEDED SURVEY CONTROL
 LH1465
 LH1465  NGVD 29 (02/14/92)  575.780  (m)         1889.04   (f) ADJUSTED    1 2
 LH1465
 LH1465.Superseded values are not recommended for survey control.
 LH1465
 LH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1465.See file dsdata.pdf to determine how the superseded data were derived.
 LH1465
 LH1465_MARKER: DV = VERTICAL CONTROL DISK
 LH1465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH1465_SP_SET: ABUTMENT
 LH1465_STAMPING: D 436 1991
 LH1465_MARK LOGO: NGS
 LH1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1465+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1465
 LH1465  HISTORY     - Date     Condition        Report By
 LH1465  HISTORY     - 1991     MONUMENTED       NGS
 LH1465  HISTORY     - 20201028 MARK NOT FOUND   NEGS
 LH1465
 LH1465                          STATION DESCRIPTION
 LH1465
 LH1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1465'12.4 KM (7.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1465'OF U.S. HIGHWAY 30 IN GRAND ISLAND, IN TOP OF AND 0.1 M (0.3 FT)
 LH1465'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE NORTHBOUND
 LH1465'HIGHWAY BRIDGE SPANNING THE PLATTE RIVER, 6.2 M (20.3 FT) WEST OF THE
 LH1465'CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 LH1465'HIGHWAY.
 LH1465
 LH1465                          STATION RECOVERY (2020)
 LH1465
 LH1465'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 LH1465'SEARCHED FOR.  NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1261 ***********************************************************************
 LG1261  DESIGNATION -  D 437
 LG1261  PID         -  LG1261
 LG1261  STATE/COUNTY-  NE/CLAY
 LG1261  COUNTRY     -  US
 LG1261  USGS QUAD   -  SARONVILLE (2017)
 LG1261
 LG1261                         *CURRENT SURVEY CONTROL
 LG1261  ______________________________________________________________________
 LG1261* NAD 83(1986) POSITION- 40 35 34.88   (N) 097 52 54.80   (W)   HD_HELD1
 LG1261* NAVD 88 ORTHO HEIGHT -   515.154 (meters)     1690.13  (feet) ADJUSTED
 LG1261  ______________________________________________________________________
 LG1261  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 LG1261  DYNAMIC HEIGHT  -        514.869 (meters)     1689.20  (feet) COMP
 LG1261  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 LG1261
 LG1261  VERT ORDER      -  FIRST     CLASS II
 LG1261
 LG1261.The horizontal coordinates were determined by differentially corrected
 LG1261.hand held GPS observations or other comparable positioning techniques
 LG1261.and have an estimated accuracy of +/- 3 meters.
 LG1261
 LG1261.The orthometric height was determined by differential leveling and
 LG1261.adjusted by the NATIONAL GEODETIC SURVEY
 LG1261.in May 1993.
 LG1261
 LG1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1261.GEOID18 height accuracy estimate available here.
 LG1261
 LG1261.Click photographs - Photos may exist for this station.
 LG1261
 LG1261.The dynamic height is computed by dividing the NAVD 88
 LG1261.geopotential number by the normal gravity value computed on the
 LG1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1261.degrees latitude (g = 980.6199 gals.).
 LG1261
 LG1261.The modeled gravity was interpolated from observed gravity values.
 LG1261
 LG1261;                    North         East    Units  Estimated Accuracy
 LG1261;SPC NE       -    86,543.6     679,242.7     MT  (+/- 3 meters HH1 GPS) 
 LG1261
 LG1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9461194180(NAD 83)
 LG1261
 LG1261                          SUPERSEDED SURVEY CONTROL
 LG1261
 LG1261.No superseded survey control is available for this station.
 LG1261
 LG1261_MARKER: F = FLANGE-ENCASED ROD
 LG1261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1261_STAMPING: D 437 1991
 LG1261_MARK LOGO: NGS
 LG1261_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1261_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1261+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LG1261_ROD/PIPE-DEPTH: 7.6 meters
 LG1261
 LG1261  HISTORY     - Date     Condition        Report By
 LG1261  HISTORY     - 1991     MONUMENTED       NGS
 LG1261  HISTORY     - 20080408 GOOD             JCLS
 LG1261
 LG1261                          STATION DESCRIPTION
 LG1261
 LG1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1261'26.4 KM (16.40 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1261'OF U.S. HIGHWAY 81 IN FAIRMONT, 37.4 M (122.7 FT) NORTH OF THE
 LG1261'CENTERLINE OF THE HIGHWAY, 9.2 M (30.2 FT) WEST OF THE CENTER OF A
 LG1261'COUNTY ROAD, 1.6 M (5.2 FT) WEST OF AN UNDERGROUND CABLE JUNCTION
 LG1261'BOX, 0.6 M (2.0 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 0.6 M (2.0
 LG1261'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHEAST OF A
 LG1261'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1261'LOGO CAP.
 LG1261
 LG1261                          STATION RECOVERY (2008)
 LG1261
 LG1261'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LG1261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1295 ***********************************************************************
 LG1295  DESIGNATION -  D 438
 LG1295  PID         -  LG1295
 LG1295  STATE/COUNTY-  NE/SALINE
 LG1295  COUNTRY     -  US
 LG1295  USGS QUAD   -  CRETE NORTH (2017)
 LG1295
 LG1295                         *CURRENT SURVEY CONTROL
 LG1295  ______________________________________________________________________
 LG1295* NAD 83(2011) POSITION- 40 37 30.50341(N) 096 56 16.85359(W)   ADJUSTED
 LG1295* NAD 83(2011) ELLIP HT-   427.340 (meters)        (06/27/12)   ADJUSTED
 LG1295* NAD 83(2011) EPOCH   -  2010.00
 LG1295* NAVD 88 ORTHO HEIGHT -   453.773 (meters)     1488.75  (feet) ADJUSTED
 LG1295  ______________________________________________________________________
 LG1295  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 LG1295  NAD 83(2011) X  -   -585,631.407 (meters)                     COMP
 LG1295  NAD 83(2011) Y  - -4,812,622.238 (meters)                     COMP
 LG1295  NAD 83(2011) Z  -  4,131,195.031 (meters)                     COMP
 LG1295  LAPLACE CORR    -          7.50  (seconds)                    DEFLEC18
 LG1295  DYNAMIC HEIGHT  -        453.544 (meters)     1488.00  (feet) COMP
 LG1295  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 LG1295
 LG1295  VERT ORDER      -  FIRST     CLASS II
 LG1295
 LG1295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1295  Standards:
 LG1295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1295  -------------------------------------------------------------------
 LG1295  NETWORK    0.43   0.63           0.19   0.16   0.32     -0.03181103
 LG1295  -------------------------------------------------------------------
 LG1295  Click here for local accuracies and other accuracy information.
 LG1295
 LG1295.The horizontal coordinates were established by GPS observations
 LG1295.and adjusted by the National Geodetic Survey in June 2012.
 LG1295
 LG1295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1295.been affixed to the stable North American tectonic plate. See 
 LG1295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1295
 LG1295.The horizontal coordinates are valid at the epoch date displayed above
 LG1295.which is a decimal equivalence of Year/Month/Day.
 LG1295
 LG1295.The orthometric height was determined by differential leveling and
 LG1295.adjusted by the NATIONAL GEODETIC SURVEY
 LG1295.in May 1993.
 LG1295
 LG1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1295.GEOID18 height accuracy estimate available here.
 LG1295
 LG1295.Click photographs - Photos may exist for this station.
 LG1295
 LG1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1295
 LG1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1295
 LG1295.The ellipsoidal height was determined by GPS observations
 LG1295.and is referenced to NAD 83.
 LG1295
 LG1295.The dynamic height is computed by dividing the NAVD 88
 LG1295.geopotential number by the normal gravity value computed on the
 LG1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1295.degrees latitude (g = 980.6199 gals.).
 LG1295
 LG1295.The modeled gravity was interpolated from observed gravity values.
 LG1295
 LG1295. The following values were computed from the NAD 83(2011) position.
 LG1295
 LG1295;                    North         East     Units Scale Factor Converg.
 LG1295;SPC NE       -    92,499.845   758,962.464   MT  0.99977573   +2 01 45.0
 LG1295;SPC NE       -   303,476.57  2,490,029.35   sFT  0.99977573   +2 01 45.0
 LG1295;UTM  14      - 4,499,189.169   674,400.679   MT  0.99997439   +1 20 34.5
 LG1295
 LG1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1295!SPC NE       -   0.99993297  x   0.99977573  =   0.99970871
 LG1295!UTM  14      -   0.99993297  x   0.99997439  =   0.99990736
 LG1295
 LG1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7440099189(NAD 83)
 LG1295
 LG1295                          SUPERSEDED SURVEY CONTROL
 LG1295
 LG1295  NAD 83(2007)-  40 37 30.50340(N)    096 56 16.85421(W) AD(2002.00) 0
 LG1295  ELLIP H (02/10/07)  427.358  (m)                       GP(2002.00)    
 LG1295  ELLIP H (12/18/01)  427.297  (m)                       GP(       ) 4 2
 LG1295  NAD 83(1995)-  40 37 30.50318(N)    096 56 16.85333(W) AD(       ) 3
 LG1295  ELLIP H (08/21/98)  427.407  (m)                       GP(       ) 4 2
 LG1295  NAVD 88             453.77   (m)         1488.7    (f) LEVELING    3  
 LG1295
 LG1295.Superseded values are not recommended for survey control.
 LG1295
 LG1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1295.See file dsdata.pdf to determine how the superseded data were derived.
 LG1295
 LG1295_MARKER: F = FLANGE-ENCASED ROD
 LG1295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1295_STAMPING: D 438 1991
 LG1295_MARK LOGO: NGS
 LG1295_PROJECTION: FLUSH
 LG1295_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1295+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2020
 LG1295_ROD/PIPE-DEPTH: 8.6 meters
 LG1295
 LG1295  HISTORY     - Date     Condition        Report By
 LG1295  HISTORY     - 1991     MONUMENTED       NGS
 LG1295  HISTORY     - 19970708 GOOD             NGS
 LG1295  HISTORY     - 20100426 GOOD             INDIV
 LG1295  HISTORY     - 20200721 GOOD             NEGS
 LG1295
 LG1295                          STATION DESCRIPTION
 LG1295
 LG1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1295'1.8 KM (1.10 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1295'IN CRETE, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF THE STREET, 0.7 M
 LG1295'(2.3 FT) WEST OF THE NORTHEAST CORNER OF A FENCE SURROUNDING AN
 LG1295'UNDERGROUND WATER TANK, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M
 LG1295'(1.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.2 M (0.7 FT) NORTH OF
 LG1295'THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LG1295'CAP.
 LG1295
 LG1295                          STATION RECOVERY (1997)
 LG1295
 LG1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1295'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .
 LG1295'RECOVERED IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 LG1295'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 LG1295'KM (2.00 MI) EAST FROM CRETE ON THE NORTH SIDE OF AN UNDERGROUND WATER
 LG1295'TANK AT 2031 EAST 13TH STREET.  OWNERSHIP--CITY OF CRETE. TO REACH THE
 LG1295'STATION FROM THE EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH
 LG1295'WHICH IS 19.8 KM (12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND
 LG1295'ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM CRETE, GO SOUTH ON PAVED ROAD
 LG1295'2400 FOR 2.3 KM (1.40 MI) TO AN INTERSECTION.  TURN RIGHT AND GO WEST
 LG1295'ON PAVED ROAD F WHICH BECOMES EAST 13TH STREET AT THE CITY LIMITS FOR
 LG1295'0.5 KM (0.30 MI) TO THE STATION ON THE LEFT. THE MARK IS A PUNCH MARK
 LG1295'AT THE TOP CENTER OF AN UNSLEEVED STAINLESS STEEL ROD DRIVEN TO
 LG1295'REFUSAL AT A RECORD DEPTH OF 8.6 M (28.2 FT) ENCASED IN A 12.5 CM (5
 LG1295'IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 LG1295'CAP AND CONCRETE PROJECT 2 CM (1 IN) ABOVE THE GROUND.  THE MARK IS
 LG1295'RECESSED 5 CM BELOW THE LOGO CAP.  THE STATION IS LOCATED 35.0 M
 LG1295'(114.8 FT) WEST-SOUTHWEST FROM 3/4 IN DIA REBAR ROADWAY SURVEY
 LG1295'MONUMENT IN A ROUND MONUMENT BOX, 28.0 M (91.9 FT) EAST FROM A WOOD
 LG1295'UTILITY POLE WITH TRANSFORMER AND TWO METERS, 10.3 M (33.8 FT) WEST
 LG1295'FROM A WOOD UTILITY POLE WITH STREET LIGHT, 9.3 M (30.5 FT) SOUTH FROM
 LG1295'THE CONCRETE STREET CENTER, AND 1.8 FT (0.5 M) EAST FROM A FIBERGLASS
 LG1295'NGS WITNESS POST.  THE LOGO CAP PROJECTS 2 CM (1 IN) ABOVE THE GROUND
 LG1295'AND IS 15 CM (6 IN) HIGHER THAN THE ROADWAY CENTER. THIS STATION IS
 LG1295'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 LG1295
 LG1295                          STATION RECOVERY (2010)
 LG1295
 LG1295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1295'RECOVERED IN GOOD CONDITION.
 LG1295
 LG1295                          STATION RECOVERY (2020)
 LG1295
 LG1295'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG1295'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 (E.13TH ST) AND MAIN
 LG1295'STREET IN CRETE, NE., GO EAST ON E. 13TH ST. FOR 1.23 MI (1.98 KM) TO
 LG1295'THE MARK ON THE RIGHT (SOUTH).
 LG1295'
 LG1295'THE MARK IS 73.0 FT (22.3 M) EAST OF A GUY WIRE FOR A POWER POLE, 20.0
 LG1295'FT (6.1 M) WEST OF THE SOUTHWEST CORNER OF AN ELECTRIC PEDESTAL BOX
 LG1295'AND 4.4 FT (1.3 M) NORTH OF AN ORANGE CARSONITE WITNESS SIGN.  A
 LG1295'RAILROAD SPIKE HAS BEEN PLACED ADJACENT TO THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1327 ***********************************************************************
 LG1327  DESIGNATION -  D 439
 LG1327  PID         -  LG1327
 LG1327  STATE/COUNTY-  NE/LANCASTER
 LG1327  COUNTRY     -  US
 LG1327  USGS QUAD   -  BENNET (2017)
 LG1327
 LG1327                         *CURRENT SURVEY CONTROL
 LG1327  ______________________________________________________________________
 LG1327* NAD 83(1986) POSITION- 40 42 34.     (N) 096 33 33.     (W)   SCALED
 LG1327* NAVD 88 ORTHO HEIGHT -   432.290 (meters)     1418.27  (feet) ADJUSTED
 LG1327  ______________________________________________________________________
 LG1327  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 LG1327  DYNAMIC HEIGHT  -        432.100 (meters)     1417.65  (feet) COMP
 LG1327  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 LG1327
 LG1327  VERT ORDER      -  FIRST     CLASS II
 LG1327
 LG1327.The horizontal coordinates were scaled from a map and have
 LG1327.an estimated accuracy of +/- 6 seconds.
 LG1327
 LG1327.The orthometric height was determined by differential leveling and
 LG1327.adjusted by the NATIONAL GEODETIC SURVEY
 LG1327.in May 1993.
 LG1327
 LG1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1327.GEOID18 height accuracy estimate available here.
 LG1327
 LG1327.Click photographs - Photos may exist for this station.
 LG1327
 LG1327.The dynamic height is computed by dividing the NAVD 88
 LG1327.geopotential number by the normal gravity value computed on the
 LG1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1327.degrees latitude (g = 980.6199 gals.).
 LG1327
 LG1327.The modeled gravity was interpolated from observed gravity values.
 LG1327
 LG1327;                    North         East    Units  Estimated Accuracy
 LG1327;SPC NE       -   103,060.      790,620.      MT  (+/- 180 meters Scaled)
 LG1327
 LG1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL061093(NAD 83)
 LG1327
 LG1327                          SUPERSEDED SURVEY CONTROL
 LG1327
 LG1327.No superseded survey control is available for this station.
 LG1327
 LG1327_MARKER: I = METAL ROD
 LG1327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1327_STAMPING: D 439 1991
 LG1327_MARK LOGO: NGS
 LG1327_PROJECTION: FLUSH
 LG1327_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1327+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1327_ROD/PIPE-DEPTH: 8.4 meters
 LG1327_SLEEVE-DEPTH  : 0.9 meters
 LG1327
 LG1327  HISTORY     - Date     Condition        Report By
 LG1327  HISTORY     - 1991     MONUMENTED       NGS
 LG1327  HISTORY     - 19960423 GOOD             NGS
 LG1327  HISTORY     - 20060822 MARK NOT FOUND   NEDR
 LG1327
 LG1327                          STATION DESCRIPTION
 LG1327
 LG1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1327'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1327'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 90.0 M (295.3 FT)
 LG1327'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59.0 M (193.6 FT) SOUTH OF
 LG1327'THE CENTERLINE OF ROKEBY ROAD, 9.6 M (31.5 FT) WEST OF AND LEVEL WITH
 LG1327'THE CENTER OF SOUTH 120TH STREET, 0.6 M (2.0 FT) NORTHEAST OF A
 LG1327'WITNESS POST, AND 0.4 M (1.3 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 LG1327'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LG1327'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1327
 LG1327                          STATION RECOVERY (1996)
 LG1327
 LG1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LG1327'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION.
 LG1327
 LG1327                          STATION RECOVERY (2006)
 LG1327
 LG1327'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG1327'BELIEVED DESTROYED DUE TO HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9623 ***********************************************************************
 AG9623  DESIGNATION -  D 439 RESET
 AG9623  PID         -  AG9623
 AG9623  STATE/COUNTY-  NE/LANCASTER
 AG9623  COUNTRY     -  US
 AG9623  USGS QUAD   -  BENNET (2017)
 AG9623
 AG9623                         *CURRENT SURVEY CONTROL
 AG9623  ______________________________________________________________________
 AG9623* NAD 83(1986) POSITION- 40 42 36.6    (N) 096 33 31.9    (W)   HD_HELD2
 AG9623* NAVD 88 ORTHO HEIGHT -   436.09  (meters)     1430.7   (feet) RESET
 AG9623  ______________________________________________________________________
 AG9623  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 AG9623  VERT ORDER      -  THIRD
 AG9623
 AG9623.The horizontal coordinates were established by autonomous hand held GPS
 AG9623.observations and have an estimated accuracy of +/- 10 meters.
 AG9623
 AG9623.The orthometric height was computed from unverified reset data.
 AG9623
 AG9623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9623.GEOID18 height accuracy estimate available here.
 AG9623
 AG9623.Click photographs - Photos may exist for this station.
 AG9623
 AG9623;                    North         East    Units  Estimated Accuracy
 AG9623;SPC NE       -   103,138.      790,637.      MT  (+/- 10 meters HH2 GPS)
 AG9623
 AG9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0620909449(NAD 83)
 AG9623
 AG9623                          SUPERSEDED SURVEY CONTROL
 AG9623
 AG9623.No superseded survey control is available for this station.
 AG9623
 AG9623_MARKER: DV = VERTICAL CONTROL DISK
 AG9623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9623_STAMPING: D 439 RESET 1996
 AG9623_MARK LOGO: NGS
 AG9623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9623+STABILITY: SURFACE MOTION
 AG9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9623+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 AG9623
 AG9623  HISTORY     - Date     Condition        Report By
 AG9623  HISTORY     - 1996     MONUMENTED       NGS
 AG9623  HISTORY     - 20060822 GOOD             NEDR
 AG9623  HISTORY     - 20070813 GOOD             GEOCAC
 AG9623
 AG9623                          STATION DESCRIPTION
 AG9623
 AG9623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 AG9623'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 43, ABOUT 2 MI (3.2
 AG9623'KM) NORTH OF BENNET, GO WEST ON HIGHWAY 2 FOR 2.8 MI (4.5 KM) TO A
 AG9623'COUNTY ROAD, 120TH STREET.  TURN LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM)
 AG9623'TO THE TOP OF A HILL AND THE MARK ON THE LEFT, ON EAST RIGHT-OF-WAY OF
 AG9623'120TH STREET AND NEAR THE NW CORNER OF SEC32, T9N, R8E.  THE DISK IS
 AG9623'SET INTO THE TOP OF A ROUND CONCRETE POST THAT CONTAINS A MAGNET.  IT
 AG9623'IS 80.5 FT (24.5 M) EAST OF THE CENTERLINE OF 120TH STREET, 192.37 FT
 AG9623'(58.63 M) NORTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING,
 AG9623'174.45 FT (53.17 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AG9623'METAL BUILDING, 34.7 FT (10.6 M) SOUTH OF A UTILITY POLE, 22.0 FT (6.7
 AG9623'M) NORTH OF THE CENTERLINE OF A FIELD DRIVE, 1.65 FT (0.50 M) SOUTH OF
 AG9623'A WITNESS POST AND 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 AG9623
 AG9623                          STATION RECOVERY (2006)
 AG9623
 AG9623'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 AG9623'RECOVERED IN GOOD CONDITION.
 AG9623
 AG9623                          STATION RECOVERY (2007)
 AG9623
 AG9623'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 AG9623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1520 ***********************************************************************
 LF1520  DESIGNATION -  D 440
 LF1520  PID         -  LF1520
 LF1520  STATE/COUNTY-  NE/OTOE
 LF1520  COUNTRY     -  US
 LF1520  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1520
 LF1520                         *CURRENT SURVEY CONTROL
 LF1520  ______________________________________________________________________
 LF1520* NAD 83(1986) POSITION- 40 40 05.01   (N) 095 56 06.70   (W)   HD_HELD1
 LF1520* NAVD 88 ORTHO HEIGHT -   369.246 (meters)     1211.43  (feet) ADJUSTED
 LF1520  ______________________________________________________________________
 LF1520  GEOID HEIGHT    -        -28.855 (meters)                     GEOID18
 LF1520  DYNAMIC HEIGHT  -        369.050 (meters)     1210.79  (feet) COMP
 LF1520  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 LF1520
 LF1520  VERT ORDER      -  FIRST     CLASS II
 LF1520
 LF1520.The horizontal coordinates were determined by differentially corrected
 LF1520.hand held GPS observations or other comparable positioning techniques
 LF1520.and have an estimated accuracy of +/- 3 meters.
 LF1520
 LF1520.The orthometric height was determined by differential leveling and
 LF1520.adjusted by the NATIONAL GEODETIC SURVEY
 LF1520.in May 1993.
 LF1520
 LF1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1520.GEOID18 height accuracy estimate available here.
 LF1520
 LF1520.Click photographs - Photos may exist for this station.
 LF1520
 LF1520.The dynamic height is computed by dividing the NAVD 88
 LF1520.geopotential number by the normal gravity value computed on the
 LF1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1520.degrees latitude (g = 980.6199 gals.).
 LF1520
 LF1520.The modeled gravity was interpolated from observed gravity values.
 LF1520
 LF1520;                    North         East    Units  Estimated Accuracy
 LF1520;SPC NE       -   100,754.7     843,495.7     MT  (+/- 3 meters HH1 GPS) 
 LF1520
 LF1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5189406052(NAD 83)
 LF1520
 LF1520                          SUPERSEDED SURVEY CONTROL
 LF1520
 LF1520.No superseded survey control is available for this station.
 LF1520
 LF1520_MARKER: F = FLANGE-ENCASED ROD
 LF1520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1520_STAMPING: D 440 1991
 LF1520_MARK LOGO: NGS
 LF1520_PROJECTION: FLUSH
 LF1520_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1520+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 LF1520_ROD/PIPE-DEPTH: 5.7 meters
 LF1520
 LF1520  HISTORY     - Date     Condition        Report By
 LF1520  HISTORY     - 1991     MONUMENTED       NGS
 LF1520  HISTORY     - 20060117 GOOD             GEOCAC
 LF1520
 LF1520                          STATION DESCRIPTION
 LF1520
 LF1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1520'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1520'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 23.8 M (78.1
 LF1520'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) WEST OF
 LF1520'THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) WEST OF A UTILITY POLE,
 LF1520'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 LF1520'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LF1520'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1520
 LF1520                          STATION RECOVERY (2006)
 LF1520
 LF1520'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1520'IN THE NORTHWEST CORNER OF THE INTERSECTION OF CR-I (OLD SH-2) AND
 LF1520'CR-56.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1388 ***********************************************************************
 LG1388  DESIGNATION -  D 441
 LG1388  PID         -  LG1388
 LG1388  STATE/COUNTY-  NE/LANCASTER
 LG1388  COUNTRY     -  US
 LG1388  USGS QUAD   -  WALTON (2017)
 LG1388
 LG1388                         *CURRENT SURVEY CONTROL
 LG1388  ______________________________________________________________________
 LG1388* NAD 83(1986) POSITION- 40 47 34.5    (N) 096 36 21.0    (W)   HD_HELD2
 LG1388* NAVD 88 ORTHO HEIGHT -   410.418 (meters)     1346.51  (feet) ADJUSTED
 LG1388  ______________________________________________________________________
 LG1388  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 LG1388  DYNAMIC HEIGHT  -        410.243 (meters)     1345.94  (feet) COMP
 LG1388  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 LG1388
 LG1388  VERT ORDER      -  FIRST     CLASS II
 LG1388
 LG1388.The horizontal coordinates were established by autonomous hand held GPS
 LG1388.observations and have an estimated accuracy of +/- 10 meters.
 LG1388
 LG1388.The orthometric height was determined by differential leveling and
 LG1388.adjusted by the NATIONAL GEODETIC SURVEY
 LG1388.in May 1993.
 LG1388
 LG1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1388.GEOID18 height accuracy estimate available here.
 LG1388
 LG1388.Click photographs - Photos may exist for this station.
 LG1388
 LG1388.The dynamic height is computed by dividing the NAVD 88
 LG1388.geopotential number by the normal gravity value computed on the
 LG1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1388.degrees latitude (g = 980.6199 gals.).
 LG1388
 LG1388.The modeled gravity was interpolated from observed gravity values.
 LG1388
 LG1388;                    North         East    Units  Estimated Accuracy
 LG1388;SPC NE       -   112,161.      786,311.      MT  (+/- 10 meters HH2 GPS)
 LG1388
 LG1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0199018527(NAD 83)
 LG1388
 LG1388                          SUPERSEDED SURVEY CONTROL
 LG1388
 LG1388.No superseded survey control is available for this station.
 LG1388
 LG1388_MARKER: I = METAL ROD
 LG1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1388_STAMPING: D 441 1992
 LG1388_MARK LOGO: NGS
 LG1388_PROJECTION: FLUSH
 LG1388_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1388+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2007
 LG1388_ROD/PIPE-DEPTH: 5.5 meters
 LG1388
 LG1388  HISTORY     - Date     Condition        Report By
 LG1388  HISTORY     - 1992     MONUMENTED       NGS
 LG1388  HISTORY     - 20070111 GOOD             NEDR
 LG1388
 LG1388                          STATION DESCRIPTION
 LG1388
 LG1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1388'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1388'OFFICE IN LINCOLN, THENCE 2.3 KM (1.40 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1388'STREET, 14.8 M (48.6 FT) EAST OF THE STREET CENTERLINE, 12.4 M
 LG1388'(40.7 FT) SOUTH OF THE EXTENDED CENTER OF OAKDALE AVENUE, 7.0 M
 LG1388'(23.0 FT) SOUTH OF AND LEVEL WITH THE MOST SOUTHERLY OF 2 DRIVEWAYS
 LG1388'LEADING TO THE MESIAH LUTHERAN SCHOOL, 6.8 M (22.3 FT) EAST-NORTHEAST
 LG1388'OF A UTILITY LIGHT POLE, AND 1.0 M (3.3 FT) EAST OF THE EAST EDGE OF
 LG1388'A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LG1388'CAP.
 LG1388
 LG1388                          STATION RECOVERY (2007)
 LG1388
 LG1388'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2465 ***********************************************************************
 AI2465  DESIGNATION -  D 442
 AI2465  PID         -  AI2465
 AI2465  STATE/COUNTY-  NE/PIERCE
 AI2465  COUNTRY     -  US
 AI2465  USGS QUAD   -  PIERCE (2017)
 AI2465
 AI2465                         *CURRENT SURVEY CONTROL
 AI2465  ______________________________________________________________________
 AI2465* NAD 83(1986) POSITION- 42 12 27.     (N) 097 34 57.     (W)   SCALED
 AI2465* NAVD 88 ORTHO HEIGHT -   508.647 (meters)     1668.79  (feet) ADJUSTED
 AI2465  ______________________________________________________________________
 AI2465  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 AI2465  DYNAMIC HEIGHT  -        508.453 (meters)     1668.15  (feet) COMP
 AI2465  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 AI2465
 AI2465  VERT ORDER      -  SECOND    CLASS I
 AI2465
 AI2465.The horizontal coordinates were scaled from a map and have
 AI2465.an estimated accuracy of +/- 6 seconds.
 AI2465
 AI2465.The orthometric height was determined by differential leveling and
 AI2465.adjusted by the NATIONAL GEODETIC SURVEY
 AI2465.in July 2002.
 AI2465
 AI2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2465.GEOID18 height accuracy estimate available here.
 AI2465
 AI2465.Click photographs - Photos may exist for this station.
 AI2465
 AI2465.The dynamic height is computed by dividing the NAVD 88
 AI2465.geopotential number by the normal gravity value computed on the
 AI2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2465.degrees latitude (g = 980.6199 gals.).
 AI2465
 AI2465.The modeled gravity was interpolated from observed gravity values.
 AI2465
 AI2465;                    North         East    Units  Estimated Accuracy
 AI2465;SPC NE       -   266,390.      699,560.      MT  (+/- 180 meters Scaled)
 AI2465
 AI2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM170737(NAD 83)
 AI2465
 AI2465                          SUPERSEDED SURVEY CONTROL
 AI2465
 AI2465.No superseded survey control is available for this station.
 AI2465
 AI2465_MARKER: F = FLANGE-ENCASED ROD
 AI2465_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2465_STAMPING: D 442 1999
 AI2465_MARK LOGO: NGS
 AI2465_PROJECTION: FLUSH
 AI2465_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2465+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2465_ROD/PIPE-DEPTH: 7.3 meters
 AI2465_SLEEVE-DEPTH  : 0.9 meters
 AI2465
 AI2465  HISTORY     - Date     Condition        Report By
 AI2465  HISTORY     - 1999     MONUMENTED       NGS
 AI2465  HISTORY     - 20120710 GOOD             JEOCON
 AI2465
 AI2465                          STATION DESCRIPTION
 AI2465
 AI2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2465'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2465'IN PIERCE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2465'22.7 M (74.5 FT) NORTH OF THE ROAD CENTER, 13.6 M (44.6 FT)
 AI2465'NORTH-NORTHWEST OF A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES, 5.5 M
 AI2465'(18.0 FT) EAST OF THE CENTER OF 547 AVENUE, 0.3 M (1.0 FT) BELOW THE
 AI2465'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 AI2465'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2465'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2465'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 AI2465
 AI2465                          STATION RECOVERY (2012)
 AI2465
 AI2465'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0402 ***********************************************************************
 LH0402  DESIGNATION -  D 5
 LH0402  PID         -  LH0402
 LH0402  STATE/COUNTY-  NE/BUFFALO
 LH0402  COUNTRY     -  US
 LH0402  USGS QUAD   -  GIBBON NORTH (2017)
 LH0402
 LH0402                         *CURRENT SURVEY CONTROL
 LH0402  ______________________________________________________________________
 LH0402* NAD 83(1986) POSITION- 40 45 00.     (N) 098 50 38.     (W)   SCALED
 LH0402* NAVD 88 ORTHO HEIGHT -   628.248 (meters)     2061.18  (feet) ADJUSTED
 LH0402  ______________________________________________________________________
 LH0402  GEOID HEIGHT    -        -24.602 (meters)                     GEOID18
 LH0402  DYNAMIC HEIGHT  -        627.898 (meters)     2060.03  (feet) COMP
 LH0402  MODELED GRAVITY -    980,047.9   (mgal)                       NAVD 88
 LH0402
 LH0402  VERT ORDER      -  FIRST     CLASS II
 LH0402
 LH0402.The horizontal coordinates were scaled from a map and have
 LH0402.an estimated accuracy of +/- 6 seconds.
 LH0402
 LH0402.The orthometric height was determined by differential leveling and
 LH0402.adjusted by the NATIONAL GEODETIC SURVEY
 LH0402.in June 1991.
 LH0402
 LH0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0402.GEOID18 height accuracy estimate available here.
 LH0402
 LH0402.Click photographs - Photos may exist for this station.
 LH0402
 LH0402.The dynamic height is computed by dividing the NAVD 88
 LH0402.geopotential number by the normal gravity value computed on the
 LH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0402.degrees latitude (g = 980.6199 gals.).
 LH0402
 LH0402.The modeled gravity was interpolated from observed gravity values.
 LH0402
 LH0402;                    North         East    Units  Estimated Accuracy
 LH0402;SPC NE       -   102,430.      597,610.      MT  (+/- 180 meters Scaled)
 LH0402
 LH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL131110(NAD 83)
 LH0402
 LH0402                          SUPERSEDED SURVEY CONTROL
 LH0402
 LH0402  NGVD 29 (??/??/92)  627.989  (m)         2060.33   (f) ADJ UNCH    1 2
 LH0402
 LH0402.Superseded values are not recommended for survey control.
 LH0402
 LH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0402.See file dsdata.pdf to determine how the superseded data were derived.
 LH0402
 LH0402_MARKER: DB = BENCH MARK DISK
 LH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0402_STAMPING: 2060.327 D 5 1933
 LH0402_MARK LOGO: CGS
 LH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0402+STABILITY: SURFACE MOTION
 LH0402
 LH0402  HISTORY     - Date     Condition        Report By
 LH0402  HISTORY     - 1933     MONUMENTED       CGS
 LH0402  HISTORY     - 1949     GOOD             CGS
 LH0402  HISTORY     - 1984     GOOD             LOCSUR
 LH0402  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0402
 LH0402                          STATION DESCRIPTION
 LH0402
 LH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0402'AT GIBBON.
 LH0402'AT GIBBON, BUFFALO COUNTY, ABOUT 186 FEET NORTHEAST OF THE
 LH0402'SOUTHEAST CORNER OF THE UNION PACIFIC RAILROAD STATION, ABOUT
 LH0402'190 FEET NORTHEAST OF MILEPOST 176, ABOUT 102 FEET WEST OF THE
 LH0402'CENTER LINE OF A ROAD, 44 FEET EAST OF A SEMAPHORE, 58 FEET SOUTH
 LH0402'OF THE CENTER LINE OF U.S. HIGHWAY 30, AND 17.6 FEET NORTH OF
 LH0402'THE NORTH RAIL OF THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED
 LH0402'2060.327 D 5 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0402'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 LH0402
 LH0402                          STATION RECOVERY (1949)
 LH0402
 LH0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0402'RECOVERED IN GOOD CONDITION.
 LH0402
 LH0402                          STATION RECOVERY (1984)
 LH0402
 LH0402'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0402'RECOVERED IN GOOD CONDITION.
 LH0402
 LH0402                          STATION RECOVERY (1991)
 LH0402
 LH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0402'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1280 ***********************************************************************
 LH1280  DESIGNATION -  D 5 10
 LH1280  PID         -  LH1280
 LH1280  STATE/COUNTY-  NE/KEARNEY
 LH1280  COUNTRY     -  US
 LH1280  USGS QUAD   -  HEARTWELL (2017)
 LH1280
 LH1280                         *CURRENT SURVEY CONTROL
 LH1280  ______________________________________________________________________
 LH1280* NAD 83(1995) POSITION- 40 36 10.89964(N) 098 50 14.42550(W)   ADJUSTED
 LH1280* NAVD 88 ORTHO HEIGHT -   659.    (meters)     2162.    (feet) SCALED
 LH1280  ______________________________________________________________________
 LH1280  GEOID HEIGHT    -        -24.880 (meters)                     GEOID18
 LH1280  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 LH1280  HORZ ORDER      -  SECOND
 LH1280
 LH1280.The horizontal coordinates were established by classical geodetic methods
 LH1280.and adjusted by the National Geodetic Survey in August 1997.
 LH1280
 LH1280.The orthometric height was scaled from a topographic map.
 LH1280
 LH1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1280.GEOID18 height accuracy estimate available here.
 LH1280
 LH1280.Click photographs - Photos may exist for this station.
 LH1280
 LH1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1280
 LH1280. The following values were computed from the NAD 83(1995) position.
 LH1280
 LH1280;                    North         East     Units Scale Factor Converg.
 LH1280;SPC NE       -    86,120.270   598,380.670   MT  0.99978167   +0 46 13.8
 LH1280;SPC NE       -   282,546.25  1,963,187.25   sFT  0.99978167   +0 46 13.8
 LH1280;UTM  14      - 4,494,703.603   513,761.669   MT  0.99960233   +0 06 21.1
 LH1280
 LH1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1280!SPC NE       -   0.99990050  x   0.99978167  =   0.99968219
 LH1280!UTM  14      -   0.99990050  x   0.99960233  =   0.99950287
 LH1280
 LH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1376194703(NAD 83)
 LH1280
 LH1280                          SUPERSEDED SURVEY CONTROL
 LH1280
 LH1280  NAD 83(1986)-  40 36 10.90685(N)    098 50 14.42578(W) AD(       ) 2
 LH1280  NAD 27      -  40 36 10.85300(N)    098 50 13.14800(W) AD(       ) 2
 LH1280
 LH1280.Superseded values are not recommended for survey control.
 LH1280
 LH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1280.See file dsdata.pdf to determine how the superseded data were derived.
 LH1280
 LH1280_MARKER: DD = SURVEY DISK
 LH1280_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH1280_STAMPING: D 5-10
 LH1280_MARK LOGO: CGS+SS
 LH1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1280
 LH1280  HISTORY     - Date     Condition        Report By
 LH1280  HISTORY     - 1934     MONUMENTED       NEGS
 LH1280  HISTORY     - 1950     GOOD             CGS
 LH1280
 LH1280                          STATION DESCRIPTION
 LH1280
 LH1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1280'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF THE
 LH1280'SMALL VILLAGE OF LOWELL, 3 MILES NORTHWEST OF HEARTWELL AND
 LH1280'1/2 MILE WEST-NORTHWEST OF THE HEGARTY BROS. FARM HOME IN THE
 LH1280'SOUTHWEST CORNER OF PASTURE LAND.  IT IS 40 PACES EAST OF THE
 LH1280'NORTH AND SOUTH SECTION LINE FENCE AND AT THE WEST EDGE OF
 LH1280'THE HIGHEST PART OF HILL.  THE MARK IS A USC AND GS AND STATE
 LH1280'SURVEY BENCH MARK SET IN A 6 X 6 INCH SQUARE CONCRETE POST
 LH1280'WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED D 5-10.
 LH1280'
 LH1280'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LH1280'LOWELL 2 TO D 5-10.  IT IS 11.571 METERS OR 37.96 FEET WEST.
 LH1280'
 LH1280'TO REACH FROM THE CROSSROADS IN THE SMALL VILLAGE OF LOWELL,
 LH1280'GO EAST 0.5 MILE TO A T-INTERSECTION, TURN RIGHT (SOUTH) 0.5
 LH1280'MILE TO CROSSROADS.  HERE CONTINUE SOUTH ON A TRACK ROAD FOR
 LH1280'2.65 MILES TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0253 ***********************************************************************
 MN0253  FBN         -  This is a Federal Base Network Control Station.
 MN0253  DESIGNATION -  D 50
 MN0253  PID         -  MN0253
 MN0253  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0253  COUNTRY     -  US
 MN0253  USGS QUAD   -  MORRILL (2017)
 MN0253
 MN0253                         *CURRENT SURVEY CONTROL
 MN0253  ______________________________________________________________________
 MN0253* NAD 83(2011) POSITION- 41 57 52.06929(N) 103 57 37.12377(W)   ADJUSTED
 MN0253* NAD 83(2011) ELLIP HT-  1205.015 (meters)        (06/27/12)   ADJUSTED
 MN0253* NAD 83(2011) EPOCH   -  2010.00
 MN0253* NAVD 88 ORTHO HEIGHT -  1223.284 (meters)     4013.39  (feet) ADJUSTED
 MN0253  ______________________________________________________________________
 MN0253  GEOID HEIGHT    -        -18.257 (meters)                     GEOID18
 MN0253  NAD 83(2011) X  - -1,146,065.333 (meters)                     COMP
 MN0253  NAD 83(2011) Y  - -4,610,218.968 (meters)                     COMP
 MN0253  NAD 83(2011) Z  -  4,243,475.491 (meters)                     COMP
 MN0253  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 MN0253  DYNAMIC HEIGHT  -       1222.500 (meters)     4010.82  (feet) COMP
 MN0253  MODELED GRAVITY -    979,939.6   (mgal)                       NAVD 88
 MN0253
 MN0253  VERT ORDER      -  SECOND    CLASS 0
 MN0253
 MN0253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0253  Standards:
 MN0253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0253  -------------------------------------------------------------------
 MN0253  NETWORK    0.45   1.12           0.21   0.15   0.57     -0.05978255
 MN0253  -------------------------------------------------------------------
 MN0253  Click here for local accuracies and other accuracy information.
 MN0253
 MN0253.The horizontal coordinates were established by GPS observations
 MN0253.and adjusted by the National Geodetic Survey in June 2012.
 MN0253
 MN0253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0253.been affixed to the stable North American tectonic plate. See 
 MN0253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0253
 MN0253.The horizontal coordinates are valid at the epoch date displayed above
 MN0253.which is a decimal equivalence of Year/Month/Day.
 MN0253
 MN0253.The orthometric height was determined by differential leveling and
 MN0253.adjusted by the NATIONAL GEODETIC SURVEY
 MN0253.in June 1991.
 MN0253
 MN0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0253.GEOID18 height accuracy estimate available here.
 MN0253
 MN0253.Click photographs - Photos may exist for this station.
 MN0253
 MN0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0253
 MN0253.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0253
 MN0253.The ellipsoidal height was determined by GPS observations
 MN0253.and is referenced to NAD 83.
 MN0253
 MN0253.The dynamic height is computed by dividing the NAVD 88
 MN0253.geopotential number by the normal gravity value computed on the
 MN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0253.degrees latitude (g = 980.6199 gals.).
 MN0253
 MN0253.The modeled gravity was interpolated from observed gravity values.
 MN0253
 MN0253. The following values were computed from the NAD 83(2011) position.
 MN0253
 MN0253;                    North         East     Units Scale Factor Converg.
 MN0253;SPC NE       -   244,127.423   171,918.969   MT  0.99969057   -2 37 28.2
 MN0253;SPC NE       -   800,941.39    564,037.48   sFT  0.99969057   -2 37 28.2
 MN0253;UTM  13      - 4,646,353.387   586,152.874   MT  0.99969133   +0 41 42.9
 MN0253
 MN0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0253!SPC NE       -   0.99981104  x   0.99969057  =   0.99950167
 MN0253!UTM  13      -   0.99981104  x   0.99969133  =   0.99950243
 MN0253
 MN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8615246353(NAD 83)
 MN0253
 MN0253                          SUPERSEDED SURVEY CONTROL
 MN0253
 MN0253  NAD 83(2007)-  41 57 52.06907(N)    103 57 37.12474(W) AD(2002.00) 0
 MN0253  ELLIP H (02/10/07) 1205.043  (m)                       GP(2002.00)    
 MN0253  ELLIP H (07/10/01) 1205.017  (m)                       GP(       ) 4 1
 MN0253  NAD 83(1995)-  41 57 52.06830(N)    103 57 37.12462(W) AD(       ) B
 MN0253  ELLIP H (06/25/96) 1205.079  (m)                       GP(       ) 1 1
 MN0253  NAVD 88            1223.28   (m)         4013.4    (f) LEVELING    3  
 MN0253  NGVD 29 (??/??/92) 1222.582  (m)         4011.09   (f) ADJ UNCH    2 0
 MN0253
 MN0253.Superseded values are not recommended for survey control.
 MN0253
 MN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0253.See file dsdata.pdf to determine how the superseded data were derived.
 MN0253
 MN0253_MARKER: DB = BENCH MARK DISK
 MN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0253_STAMPING: D 50 1934
 MN0253_MARK LOGO: CGS
 MN0253_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0253+STABILITY: SURFACE MOTION
 MN0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0253+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2011
 MN0253
 MN0253  HISTORY     - Date     Condition        Report By
 MN0253  HISTORY     - 1934     MONUMENTED       CGS
 MN0253  HISTORY     - 19950720 GOOD             NGS
 MN0253  HISTORY     - 20000510 GOOD             NGS
 MN0253  HISTORY     - 20030724 GOOD             NGS
 MN0253  HISTORY     - 20060716 GOOD             JCLS
 MN0253  HISTORY     - 20100421 GOOD             AEROME
 MN0253  HISTORY     - 20111007 GOOD             WOOLPT
 MN0253
 MN0253                          STATION DESCRIPTION
 MN0253
 MN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0253'1.8 MI NW FROM MORRILL.
 MN0253'ABOUT 1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0253'RAILROAD FROM THE STATION AT MORRILL, SCOTTS BLUFF COUNTY, AT
 MN0253'MILEAGE 48+3, AT THE CROSSING OF AN IRRIGATION DITCH, 40.8 FEET
 MN0253'NORTHEAST OF THE NORTH RAIL, 40.0 FEET SOUTHWEST OF THE CENTER
 MN0253'LINE OF U.S. HIGHWAY 26, AND 20.0 FEET NORTHWEST OF THE CENTER LINE
 MN0253'OF THE DITCH.  A STANDARD DISK, STAMPED D 50 1934 AND SET IN THE
 MN0253'TOP OF A CONCRETE POST.
 MN0253
 MN0253                          STATION RECOVERY (1995)
 MN0253
 MN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0253'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) EAST OF THE
 MN0253'WYOMING-NEBRASKA STATE LINE, 1.5 MI (2.4 KM) WEST OF MORRILL, ON
 MN0253'RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 26 AND THE BURLINGTON NORTHERN
 MN0253'RAILROAD, ON THE WEST BANK OF A SMALL CANAL AND NEAR THE CENTER OF
 MN0253'SEC17, T23N, R57W.  TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD
 MN0253'L79D LINK AND U.S. HIGHWAY 26 AT THE WEST EDGE OF MORRILL, GO WEST ON
 MN0253'U.S. HIGHWAY 26 FOR 1.55 MI (2.49 KM) TO THE MARK ON THE LEFT. THE
 MN0253'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 MN0253'RECESSED ABOUT 0.8 FT (24.4 CM) BELOW THE GROUND SURFACE.  IT IS 137.4
 MN0253'FT (41.9 M) WEST OF AN END GUYED UTILITY POLE, 101.6 FT (31.0 M)
 MN0253'NORTH-NORTHWEST OF THE TOP OF AN IRRIGATION SLUICE GATE VALVE, 71.0 FT
 MN0253'(21.6 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43.0 FT (13.1 M)
 MN0253'NORTH OF THE CENTERLINE OF THE RAILROAD TRACK, 28.6 FT (8.7 M)
 MN0253'SOUTH-SOUTHWEST OF THE CENTER OF THE TOP OF THE SOUTH END OF AN
 MN0253'IRRIGATION CANAL CULVERT HEADWALL, 0.4 FT (12.2 CM) NORTH OF A WITNESS
 MN0253'POST AND ABOUT 2 FT (0.6 M) HIGHER THAN THE HIGHWAY.  REBAR WAS DRIVEN
 MN0253'ALONG THE NORTH SIDE OF THE MARK.
 MN0253
 MN0253                          STATION RECOVERY (2000)
 MN0253
 MN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MN0253'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 MN0253'THE JUNCTIONS OF US HIGHWAY 26 AND COUNTY ROAD (LINK TO STATE HIGHWAY
 MN0253'92) ON THE WEST SIDE OF MORRILL, GO WEST ON HIGHWAY 26 FOR 1.55 MI
 MN0253'(2.49 KM) TO THE STATION ON THE LEFT JUST BEFORE A U-SHAPED TURN AREA
 MN0253'ON THE LEFT.
 MN0253
 MN0253                          STATION RECOVERY (2003)
 MN0253
 MN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0253'RECOVERED IN GOOD CONDITION.
 MN0253
 MN0253                          STATION RECOVERY (2006)
 MN0253
 MN0253'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0253'RECOVERED IN GOOD CONDITION.
 MN0253
 MN0253                          STATION RECOVERY (2010)
 MN0253
 MN0253'RECOVERY NOTE BY AERO METRIC INC 2010
 MN0253'RECOVERED IN GOOD CONDITION.
 MN0253
 MN0253                          STATION RECOVERY (2011)
 MN0253
 MN0253'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 MN0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0179 ***********************************************************************
 MN0179  DESIGNATION -  D 51
 MN0179  PID         -  MN0179
 MN0179  STATE/COUNTY-  NE/MORRILL
 MN0179  COUNTRY     -  US
 MN0179  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0179
 MN0179                         *CURRENT SURVEY CONTROL
 MN0179  ______________________________________________________________________
 MN0179* NAD 83(1986) POSITION- 41 43 27.     (N) 103 13 03.     (W)   SCALED
 MN0179* NAVD 88 ORTHO HEIGHT -  1134.516 (meters)     3722.16  (feet) ADJUSTED
 MN0179  ______________________________________________________________________
 MN0179  GEOID HEIGHT    -        -19.458 (meters)                     GEOID18
 MN0179  DYNAMIC HEIGHT  -       1133.796 (meters)     3719.80  (feet) COMP
 MN0179  MODELED GRAVITY -    979,949.8   (mgal)                       NAVD 88
 MN0179
 MN0179  VERT ORDER      -  SECOND    CLASS 0
 MN0179
 MN0179.The horizontal coordinates were scaled from a map and have
 MN0179.an estimated accuracy of +/- 6 seconds.
 MN0179
 MN0179.The orthometric height was determined by differential leveling and
 MN0179.adjusted by the NATIONAL GEODETIC SURVEY
 MN0179.in June 1991.
 MN0179
 MN0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0179.GEOID18 height accuracy estimate available here.
 MN0179
 MN0179.Click photographs - Photos may exist for this station.
 MN0179
 MN0179.The dynamic height is computed by dividing the NAVD 88
 MN0179.geopotential number by the normal gravity value computed on the
 MN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0179.degrees latitude (g = 980.6199 gals.).
 MN0179
 MN0179.The modeled gravity was interpolated from observed gravity values.
 MN0179
 MN0179;                    North         East    Units  Estimated Accuracy
 MN0179;SPC NE       -   214,910.      232,430.      MT  (+/- 180 meters Scaled)
 MN0179
 MN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG482206(NAD 83)
 MN0179
 MN0179                          SUPERSEDED SURVEY CONTROL
 MN0179
 MN0179  NGVD 29 (??/??/92) 1133.930  (m)         3720.24   (f) ADJ UNCH    2 0
 MN0179
 MN0179.Superseded values are not recommended for survey control.
 MN0179
 MN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0179.See file dsdata.pdf to determine how the superseded data were derived.
 MN0179
 MN0179_MARKER: DB = BENCH MARK DISK
 MN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0179_STAMPING: D 51 1934
 MN0179_MARK LOGO: CGS
 MN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0179+STABILITY: SURFACE MOTION
 MN0179
 MN0179  HISTORY     - Date     Condition        Report By
 MN0179  HISTORY     - 1934     MONUMENTED       CGS
 MN0179
 MN0179                          STATION DESCRIPTION
 MN0179
 MN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0179'6.1 MI NW FROM NORTHPORT.
 MN0179'ABOUT 6.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0179'QUINCY RAILROAD FROM THE STATION AT NORTHPORT, MORRILL COUNTY,
 MN0179'ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 6, OPPOSITE THE STATION
 MN0179'SIGNBOARD AT ATKINS, 42.8 FEET WEST OF THE WEST END OF THE
 MN0179'SECTION BUILDING, 26.2 FEET NORTH OF THE NORTH MAIN TRACK, AND
 MN0179'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED D 51 1934
 MN0179'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0055 ***********************************************************************
 MN0055  DESIGNATION -  D 52
 MN0055  PID         -  MN0055
 MN0055  STATE/COUNTY-  NE/GARDEN
 MN0055  COUNTRY     -  US
 MN0055  USGS QUAD   -  COUMBE BLUFF (2017)
 MN0055
 MN0055                         *CURRENT SURVEY CONTROL
 MN0055  ______________________________________________________________________
 MN0055* NAD 83(1986) POSITION- 41 25 00.     (N) 102 22 32.     (W)   SCALED
 MN0055* NAVD 88 ORTHO HEIGHT -  1037.138 (meters)     3402.68  (feet) ADJUSTED
 MN0055  ______________________________________________________________________
 MN0055  GEOID HEIGHT    -        -20.029 (meters)                     GEOID18
 MN0055  DYNAMIC HEIGHT  -       1036.480 (meters)     3400.52  (feet) COMP
 MN0055  MODELED GRAVITY -    979,953.2   (mgal)                       NAVD 88
 MN0055
 MN0055  VERT ORDER      -  SECOND    CLASS 0
 MN0055
 MN0055.The horizontal coordinates were scaled from a map and have
 MN0055.an estimated accuracy of +/- 6 seconds.
 MN0055
 MN0055.The orthometric height was determined by differential leveling and
 MN0055.adjusted by the NATIONAL GEODETIC SURVEY
 MN0055.in June 1991.
 MN0055
 MN0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0055.GEOID18 height accuracy estimate available here.
 MN0055
 MN0055.Click photographs - Photos may exist for this station.
 MN0055
 MN0055.The dynamic height is computed by dividing the NAVD 88
 MN0055.geopotential number by the normal gravity value computed on the
 MN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0055.degrees latitude (g = 980.6199 gals.).
 MN0055
 MN0055.The modeled gravity was interpolated from observed gravity values.
 MN0055
 MN0055;                    North         East    Units  Estimated Accuracy
 MN0055;SPC NE       -   178,520.      301,490.      MT  (+/- 180 meters Scaled)
 MN0055
 MN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF193883(NAD 83)
 MN0055
 MN0055                          SUPERSEDED SURVEY CONTROL
 MN0055
 MN0055  NGVD 29 (??/??/92) 1036.624  (m)         3400.99   (f) ADJ UNCH    2 0
 MN0055
 MN0055.Superseded values are not recommended for survey control.
 MN0055
 MN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0055.See file dsdata.pdf to determine how the superseded data were derived.
 MN0055
 MN0055_MARKER: DB = BENCH MARK DISK
 MN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0055_STAMPING: D 52 1934
 MN0055_MARK LOGO: CGS
 MN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0055+STABILITY: SURFACE MOTION
 MN0055
 MN0055  HISTORY     - Date     Condition        Report By
 MN0055  HISTORY     - 1934     MONUMENTED       CGS
 MN0055  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0055
 MN0055                          STATION DESCRIPTION
 MN0055
 MN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0055'1.8 MI W FROM OSHKOSH.
 MN0055'ABOUT 1.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0055'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 0.4 MILE EAST OF MILEPOST
 MN0055'73, 157 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE 71.79,
 MN0055'AND 44.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 MN0055'D 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0055
 MN0055                          STATION RECOVERY (1971)
 MN0055
 MN0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0030 ***********************************************************************
 MN0030  DESIGNATION -  D 53
 MN0030  PID         -  MN0030
 MN0030  STATE/COUNTY-  NE/DEUEL
 MN0030  COUNTRY     -  US
 MN0030  USGS QUAD   -  CHAPPELL SE (2017)
 MN0030
 MN0030                         *CURRENT SURVEY CONTROL
 MN0030  ______________________________________________________________________
 MN0030* NAD 83(1986) POSITION- 41 05 28.     (N) 102 20 32.     (W)   SCALED
 MN0030* NAVD 88 ORTHO HEIGHT -  1149.842 (meters)     3772.44  (feet) ADJUSTED
 MN0030  ______________________________________________________________________
 MN0030  GEOID HEIGHT    -        -20.249 (meters)                     GEOID18
 MN0030  DYNAMIC HEIGHT  -       1149.087 (meters)     3769.96  (feet) COMP
 MN0030  MODELED GRAVITY -    979,927.4   (mgal)                       NAVD 88
 MN0030
 MN0030  VERT ORDER      -  SECOND    CLASS 0
 MN0030
 MN0030.The horizontal coordinates were scaled from a map and have
 MN0030.an estimated accuracy of +/- 6 seconds.
 MN0030
 MN0030.The orthometric height was determined by differential leveling and
 MN0030.adjusted by the NATIONAL GEODETIC SURVEY
 MN0030.in June 1991.
 MN0030
 MN0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0030.GEOID18 height accuracy estimate available here.
 MN0030
 MN0030.Click photographs - Photos may exist for this station.
 MN0030
 MN0030.The dynamic height is computed by dividing the NAVD 88
 MN0030.geopotential number by the normal gravity value computed on the
 MN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0030.degrees latitude (g = 980.6199 gals.).
 MN0030
 MN0030.The modeled gravity was interpolated from observed gravity values.
 MN0030
 MN0030;                    North         East    Units  Estimated Accuracy
 MN0030;SPC NE       -   142,310.      303,290.      MT  (+/- 180 meters Scaled)
 MN0030
 MN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF232522(NAD 83)
 MN0030
 MN0030                          SUPERSEDED SURVEY CONTROL
 MN0030
 MN0030  NGVD 29 (??/??/92) 1149.348  (m)         3770.82   (f) ADJ UNCH    2 0
 MN0030
 MN0030.Superseded values are not recommended for survey control.
 MN0030
 MN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0030.See file dsdata.pdf to determine how the superseded data were derived.
 MN0030
 MN0030_MARKER: DB = BENCH MARK DISK
 MN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0030_STAMPING: D 53 1934
 MN0030_MARK LOGO: CGS
 MN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0030+STABILITY: SURFACE MOTION
 MN0030
 MN0030  HISTORY     - Date     Condition        Report By
 MN0030  HISTORY     - 1934     MONUMENTED       CGS
 MN0030  HISTORY     - 1960     GOOD             CGS
 MN0030
 MN0030                          STATION DESCRIPTION
 MN0030
 MN0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0030'6.9 MI E FROM CHAPPELL.
 MN0030'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0030'CHAPPELL, DEUEL COUNTY, 55 FEET SOUTHWEST OF THE CENTER OF THE
 MN0030'JUNCTION OF STATE HIGHWAY 27, AND 35 FEET WEST OF THE CENTERLINE
 MN0030'OF A COUNTY ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED D 53
 MN0030'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0031 ***********************************************************************
 MN0031  DESIGNATION -  D 53 RESET
 MN0031  PID         -  MN0031
 MN0031  STATE/COUNTY-  NE/DEUEL
 MN0031  COUNTRY     -  US
 MN0031  USGS QUAD   -  CHAPPELL SE (2017)
 MN0031
 MN0031                         *CURRENT SURVEY CONTROL
 MN0031  ______________________________________________________________________
 MN0031* NAD 83(1995) POSITION- 41 05 30.81844(N) 102 20 32.28947(W)   ADJUSTED
 MN0031* NAD 83(1995) ELLIP HT-  1129.265 (meters)        (06/27/02)   ADJUSTED
 MN0031* NAVD 88 ORTHO HEIGHT -  1149.51  (meters)     3771.4   (feet) RESET
 MN0031  ______________________________________________________________________
 MN0031  GEOID HEIGHT    -        -20.249 (meters)                     GEOID18
 MN0031  NAD 83(1995) X  - -1,029,159.004 (meters)                     COMP
 MN0031  NAD 83(1995) Y  - -4,703,462.487 (meters)                     COMP
 MN0031  NAD 83(1995) Z  -  4,170,862.074 (meters)                     COMP
 MN0031  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 MN0031  HORZ ORDER      -  FIRST
 MN0031  VERT ORDER      -  THIRD
 MN0031  ELLP ORDER      -  FOURTH    CLASS I
 MN0031
 MN0031.The horizontal coordinates were established by GPS observations
 MN0031.and adjusted by the National Geodetic Survey in August 1997.
 MN0031
 MN0031.The orthometric height was computed from unverified reset data.
 MN0031
 MN0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0031.GEOID18 height accuracy estimate available here.
 MN0031
 MN0031.Click photographs - Photos may exist for this station.
 MN0031
 MN0031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0031
 MN0031.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0031
 MN0031.The ellipsoidal height was determined by GPS observations
 MN0031.and is referenced to NAD 83.
 MN0031
 MN0031. The following values were computed from the NAD 83(1995) position.
 MN0031
 MN0031;                    North         East     Units Scale Factor Converg.
 MN0031;SPC NE       -   142,397.791   303,290.042   MT  0.99968454   -1 33 08.1
 MN0031;SPC NE       -   467,183.42    995,044.08   sFT  0.99968454   -1 33 08.1
 MN0031;UTM  13      - 4,552,362.255   723,216.729   MT  1.00021327   +1 44 51.1
 MN0031
 MN0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0031!SPC NE       -   0.99982290  x   0.99968454  =   0.99950749
 MN0031!UTM  13      -   0.99982290  x   1.00021327  =   1.00003613
 MN0031
 MN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2321652362(NAD 83)
 MN0031
 MN0031                          SUPERSEDED SURVEY CONTROL
 MN0031
 MN0031  ELLIP H (08/18/97) 1129.289  (m)                       GP(       ) 4 1
 MN0031  NAD 83(1993)-  41 05 30.81802(N)    102 20 32.29090(W) AD(       ) 1
 MN0031  NAD 83(1992)-  41 05 30.81585(N)    102 20 32.29237(W) AD(       ) 1
 MN0031  ELLIP H (01/07/93) 1129.226  (m)                       GP(       ) 4 2
 MN0031  NAD 83(1986)-  41 05 30.81546(N)    102 20 32.29245(W) AD(       ) 1
 MN0031  NGVD 29 (??/??/??) 1149.01   (m)         3769.7    (f) RESET       3  
 MN0031  NGVD 29 (02/23/90) 1149.     (m)  RAPSU86  model used  GPS OBS        
 MN0031
 MN0031.Superseded values are not recommended for survey control.
 MN0031
 MN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0031.See file dsdata.pdf to determine how the superseded data were derived.
 MN0031
 MN0031_MARKER: DB = BENCH MARK DISK
 MN0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0031_STAMPING: D 53 RESET 1964
 MN0031_MARK LOGO: CGS
 MN0031_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0031+STABILITY: SURFACE MOTION
 MN0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0031+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1989
 MN0031
 MN0031  HISTORY     - Date     Condition        Report By
 MN0031  HISTORY     - 1964     MONUMENTED       CGS
 MN0031  HISTORY     - 1985     GOOD             DMA
 MN0031  HISTORY     - 19890705 GOOD             NGS
 MN0031
 MN0031                          STATION DESCRIPTION
 MN0031
 MN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0031'6.9 MI E FROM CHAPPELL.
 MN0031'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MN0031'AT CHAPPELL, DEUEL COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 30
 MN0031'AND STATE HIGHWAY 27, 214 FEET NORTH OF THE CENTERLINE OF U.S.
 MN0031'HIGHWAY 30, 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 27,
 MN0031'3 FEET NORTH OF A BREAK IN THE WEST RIGHT-OF-WAY FENCE, 1.5
 MN0031'FEET SOUTH OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST OF A
 MN0031'FENCE AND PROJECTING 4 INCHES.
 MN0031
 MN0031                          STATION RECOVERY (1985)
 MN0031
 MN0031'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0031'RECOVERED IN GOOD CONDITION.
 MN0031
 MN0031                          STATION RECOVERY (1989)
 MN0031
 MN0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0031'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) SOUTH OF OSHKOSH, 11 KM
 MN0031'(6.85 MI) EAST OF CHAPPELL ALONG THE RIGHT-OF-WAY OF STATE ROUTE 27.
 MN0031'OWNERSHIP--NE DEPT OF ROADS.
 MN0031'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CHAPPELL, GO 11.0 KM
 MN0031'(6.85 MI) EAST ALONG US HIGHWAY 30 TO THE JUNCTION WITH STATE ROUTE
 MN0031'27.  TURN LEFT AND GO NORTH ALONG STATE ROUTE 27 FOR 0.05 KM
 MN0031'(0.05 MI) TO THE STATION ON THE LEFT.
 MN0031'THE STATION MARK IS SET 65.8 M (215.9 FT) NORTH-NORTHWEST OF THE
 MN0031'CENTERLINE OF US HIGHWAY 30, 18.3 M (60.0 FT) WEST OF THE CENTERLINE
 MN0031'OF STATE ROUTE 27, 0.61 M (2.0 FT) NORTH-NORTHWEST OF A CONCRETE
 MN0031'RIGHT-OF-WAY POST, 0.61 M (2.0 FT) SOUTH OF A WITNESS POST.
 MN0031'DESCRIBED BY G.F. SMITH, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0279 ***********************************************************************
 MN0279  DESIGNATION -  D 54
 MN0279  PID         -  MN0279
 MN0279  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0279  COUNTRY     -  US
 MN0279  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0279
 MN0279                         *CURRENT SURVEY CONTROL
 MN0279  ______________________________________________________________________
 MN0279* NAD 83(1986) POSITION- 41 44 13.     (N) 103 40 41.     (W)   SCALED
 MN0279* NAVD 88 ORTHO HEIGHT -  1264.922 (meters)     4150.00  (feet) ADJUSTED
 MN0279  ______________________________________________________________________
 MN0279  GEOID HEIGHT    -        -19.047 (meters)                     GEOID18
 MN0279  DYNAMIC HEIGHT  -       1264.071 (meters)     4147.21  (feet) COMP
 MN0279  MODELED GRAVITY -    979,906.8   (mgal)                       NAVD 88
 MN0279
 MN0279  VERT ORDER      -  SECOND    CLASS 0
 MN0279
 MN0279.The horizontal coordinates were scaled from a map and have
 MN0279.an estimated accuracy of +/- 6 seconds.
 MN0279
 MN0279.The orthometric height was determined by differential leveling and
 MN0279.adjusted by the NATIONAL GEODETIC SURVEY
 MN0279.in June 1991.
 MN0279
 MN0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0279.GEOID18 height accuracy estimate available here.
 MN0279
 MN0279.Click photographs - Photos may exist for this station.
 MN0279
 MN0279.The dynamic height is computed by dividing the NAVD 88
 MN0279.geopotential number by the normal gravity value computed on the
 MN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0279.degrees latitude (g = 980.6199 gals.).
 MN0279
 MN0279.The modeled gravity was interpolated from observed gravity values.
 MN0279
 MN0279;                    North         East    Units  Estimated Accuracy
 MN0279;SPC NE       -   217,860.      194,210.      MT  (+/- 180 meters Scaled)
 MN0279
 MN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG099214(NAD 83)
 MN0279
 MN0279                          SUPERSEDED SURVEY CONTROL
 MN0279
 MN0279  NGVD 29 (??/??/92) 1264.249  (m)         4147.79   (f) ADJ UNCH    2 0
 MN0279
 MN0279.Superseded values are not recommended for survey control.
 MN0279
 MN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0279.See file dsdata.pdf to determine how the superseded data were derived.
 MN0279
 MN0279_MARKER: DB = BENCH MARK DISK
 MN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0279_STAMPING: D 54 1934
 MN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0279+STABILITY: SURFACE MOTION
 MN0279
 MN0279  HISTORY     - Date     Condition        Report By
 MN0279  HISTORY     - 1934     MONUMENTED       CGS
 MN0279
 MN0279                          STATION DESCRIPTION
 MN0279
 MN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0279'6.8 MI S FROM GERING.
 MN0279'ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0279'AT GERING, SCOTTS BLUFF COUNTY, ABOUT 1/2 MILE WEST OF A CANYON
 MN0279'ON WILD CAT RANGE, ABOUT 1,000 FEET SOUTH OF A FARMHOUSE, 32
 MN0279'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST
 MN0279'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 54 1934
 MN0279'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0242 ***********************************************************************
 MN0242  DESIGNATION -  D 55
 MN0242  PID         -  MN0242
 MN0242  STATE/COUNTY-  NE/KIMBALL
 MN0242  COUNTRY     -  US
 MN0242  USGS QUAD   -  KIMBALL (2017)
 MN0242
 MN0242                         *CURRENT SURVEY CONTROL
 MN0242  ______________________________________________________________________
 MN0242* NAD 83(1986) POSITION- 41 14 19.     (N) 103 39 40.     (W)   SCALED
 MN0242* NAVD 88 ORTHO HEIGHT -  1434.997 (meters)     4707.99  (feet) ADJUSTED
 MN0242  ______________________________________________________________________
 MN0242  GEOID HEIGHT    -        -18.724 (meters)                     GEOID18
 MN0242  DYNAMIC HEIGHT  -       1433.957 (meters)     4704.57  (feet) COMP
 MN0242  MODELED GRAVITY -    979,848.6   (mgal)                       NAVD 88
 MN0242
 MN0242  VERT ORDER      -  SECOND    CLASS 0
 MN0242
 MN0242.The horizontal coordinates were scaled from a map and have
 MN0242.an estimated accuracy of +/- 6 seconds.
 MN0242
 MN0242.The orthometric height was determined by differential leveling and
 MN0242.adjusted by the NATIONAL GEODETIC SURVEY
 MN0242.in June 1991.
 MN0242
 MN0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0242.GEOID18 height accuracy estimate available here.
 MN0242
 MN0242.Click photographs - Photos may exist for this station.
 MN0242
 MN0242.The dynamic height is computed by dividing the NAVD 88
 MN0242.geopotential number by the normal gravity value computed on the
 MN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0242.degrees latitude (g = 980.6199 gals.).
 MN0242
 MN0242.The modeled gravity was interpolated from observed gravity values.
 MN0242
 MN0242;                    North         East    Units  Estimated Accuracy
 MN0242;SPC NE       -   162,520.      193,280.      MT  (+/- 180 meters Scaled)
 MN0242
 MN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF121661(NAD 83)
 MN0242
 MN0242                          SUPERSEDED SURVEY CONTROL
 MN0242
 MN0242  NGVD 29 (??/??/92) 1434.317  (m)         4705.76   (f) ADJ UNCH    2 0
 MN0242
 MN0242.Superseded values are not recommended for survey control.
 MN0242
 MN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0242.See file dsdata.pdf to determine how the superseded data were derived.
 MN0242
 MN0242_MARKER: DB = BENCH MARK DISK
 MN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0242_STAMPING: D 55 1934
 MN0242_MARK LOGO: CGS
 MN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0242+STABILITY: SURFACE MOTION
 MN0242
 MN0242  HISTORY     - Date     Condition        Report By
 MN0242  HISTORY     - 1934     MONUMENTED       CGS
 MN0242  HISTORY     - 1960     GOOD             CGS
 MN0242
 MN0242                          STATION DESCRIPTION
 MN0242
 MN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0242'AT KIMBALL.
 MN0242'AT KIMBALL, KIMBALL COUNTY, AT THE SOUTH SIDE OF THE UNION PACIFIC
 MN0242'RAILROAD STATION, ABOUT 370 FEET EAST OF THE CENTER LINE OF
 MN0242'STATE HIGHWAY 29, 72 FEET NORTH OF THE CENTER LINE OF NORTH FIRST
 MN0242'STREET, 70 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 12
 MN0242'FEET EAST OF THE SOUTHWEST CORNER OF THE STATION.  A STANDARD DISK,
 MN0242'STAMPED D 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0242
 MN0242                          STATION RECOVERY (1960)
 MN0242
 MN0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MN0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0243 ***********************************************************************
 MN0243  DESIGNATION -  D 55 RESET
 MN0243  PID         -  MN0243
 MN0243  STATE/COUNTY-  NE/KIMBALL
 MN0243  COUNTRY     -  US
 MN0243  USGS QUAD   -  KIMBALL (2017)
 MN0243
 MN0243                         *CURRENT SURVEY CONTROL
 MN0243  ______________________________________________________________________
 MN0243* NAD 83(1986) POSITION- 41 14 19.     (N) 103 39 45.     (W)   SCALED
 MN0243* NAVD 88 ORTHO HEIGHT -  1435.11  (+/-2cm)     4708.4   (feet) VERTCON
 MN0243  ______________________________________________________________________
 MN0243  GEOID HEIGHT    -        -18.721 (meters)                     GEOID18
 MN0243  VERT ORDER      -  THIRD (See Below)
 MN0243
 MN0243.The horizontal coordinates were scaled from a map and have
 MN0243.an estimated accuracy of +/- 6 seconds.
 MN0243
 MN0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0243
 MN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0243.GEOID18 height accuracy estimate available here.
 MN0243
 MN0243.The vertical order pertains to the NGVD 29 superseded value.
 MN0243
 MN0243.Click photographs - Photos may exist for this station.
 MN0243
 MN0243;                    North         East    Units  Estimated Accuracy
 MN0243;SPC NE       -   162,520.      193,160.      MT  (+/- 180 meters Scaled)
 MN0243
 MN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120661(NAD 83)
 MN0243
 MN0243                          SUPERSEDED SURVEY CONTROL
 MN0243
 MN0243  NGVD 29 (01/31/13) 1434.42   (m)         4706.1    (f) RESET       3  
 MN0243
 MN0243.Superseded values are not recommended for survey control.
 MN0243
 MN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0243.See file dsdata.pdf to determine how the superseded data were derived.
 MN0243
 MN0243_MARKER: DV = VERTICAL CONTROL DISK
 MN0243_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MN0243+WITH SETTING: INTO GROUND
 MN0243_STAMPING: D 55 RESET 1975
 MN0243_MARK LOGO: NGS
 MN0243_MAGNETIC: I = MARKER IS A STEEL ROD
 MN0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0243
 MN0243  HISTORY     - Date     Condition        Report By
 MN0243  HISTORY     - 1975     MONUMENTED       UPRR
 MN0243
 MN0243                          STATION DESCRIPTION
 MN0243
 MN0243'DESCRIBED BY UNION PACIFIC RAILROAD 1975
 MN0243'AT KIMBALL.
 MN0243'AT KIMBALL, KIMBALL COUNTY, LOCATED APPROXIMATELY 270 FEET WEST
 MN0243'OF NEW U.P.R.R. DEPOT., 49 FEET SOUTH OF SOUTH RAIL E.B. M.L.,
 MN0243'ENGINEERS STATION 23948 PLUS 16.2, 65 FEET EAST OF CENTERLINE OF
 MN0243'STATE HIGHWAY 29, 4 FEET SOUTH OF SIDEWALK, PROTRUDING 2 INCHES
 MN0243'ABOVE GROUND AND SET IN 4 INCHES STEEL PIPE 4 FEET LONG, CONCRETED
 MN0243'IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0748 ***********************************************************************
 ML0748  DESIGNATION -  D 56 RESET
 ML0748  PID         -  ML0748
 ML0748  STATE/COUNTY-  NE/CUSTER
 ML0748  COUNTRY     -  US
 ML0748  USGS QUAD   -  CALLAWAY NW (2017)
 ML0748
 ML0748                         *CURRENT SURVEY CONTROL
 ML0748  ______________________________________________________________________
 ML0748* NAD 83(1986) POSITION- 41 28 51.16   (N) 099 57 41.97   (W)   HD_HELD1
 ML0748* NAVD 88 ORTHO HEIGHT -   908.06  (meters)     2979.2   (feet) RESET
 ML0748  ______________________________________________________________________
 ML0748  GEOID HEIGHT    -        -22.307 (meters)                     GEOID18
 ML0748  VERT ORDER      -  THIRD
 ML0748
 ML0748.The horizontal coordinates were determined by differentially corrected
 ML0748.hand held GPS observations or other comparable positioning techniques
 ML0748.and have an estimated accuracy of +/- 3 meters.
 ML0748
 ML0748.The orthometric height was computed from unverified reset data.
 ML0748
 ML0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0748.GEOID18 height accuracy estimate available here.
 ML0748
 ML0748.Click photographs - Photos may exist for this station.
 ML0748
 ML0748;                    North         East    Units  Estimated Accuracy
 ML0748;SPC NE       -   182,919.7     503,201.2     MT  (+/- 3 meters HH1 GPS) 
 ML0748
 ML0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1971392587(NAD 83)
 ML0748
 ML0748                          SUPERSEDED SURVEY CONTROL
 ML0748
 ML0748  NGVD 29 (??/??/??)  907.81   (m)         2978.4    (f) RESET       3  
 ML0748
 ML0748.Superseded values are not recommended for survey control.
 ML0748
 ML0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0748.See file dsdata.pdf to determine how the superseded data were derived.
 ML0748
 ML0748_MARKER: DB = BENCH MARK DISK
 ML0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0748_STAMPING: D 56 RESET 1959
 ML0748_MARK LOGO: CGS
 ML0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0748+STABILITY: SURFACE MOTION
 ML0748
 ML0748  HISTORY     - Date     Condition        Report By
 ML0748  HISTORY     - 1959     MONUMENTED       NEDR
 ML0748
 ML0748                          STATION DESCRIPTION
 ML0748
 ML0748'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 ML0748'10.6 MI SW FROM MERNA.
 ML0748'ABOUT 10.6 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 92, FROM THE
 ML0748'POST OFFICE AT MERNA, ABOUT 174 FEET EAST OF THE CENTER OF A
 ML0748'ROAD CROSSING, AND 64 FEET SOUTH OF THE CENTERLINE OF THE
 ML0748'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0376 ***********************************************************************
 NP0376  DESIGNATION -  D 57
 NP0376  PID         -  NP0376
 NP0376  STATE/COUNTY-  NE/BOX BUTTE
 NP0376  COUNTRY     -  US
 NP0376  USGS QUAD   -  MARSLAND SW (2017)
 NP0376
 NP0376                         *CURRENT SURVEY CONTROL
 NP0376  ______________________________________________________________________
 NP0376* NAD 83(1986) POSITION- 42 17 37.     (N) 103 26 39.     (W)   SCALED
 NP0376* NAVD 88 ORTHO HEIGHT -  1407.472 (meters)     4617.68  (feet) POSTED
 NP0376  ______________________________________________________________________
 NP0376  GEOID HEIGHT    -        -18.071 (meters)                     GEOID18
 NP0376  DYNAMIC HEIGHT  -       1406.60  (meters)     4614.8   (feet) COMP
 NP0376  MODELED GRAVITY -    979,952.8   (mgal)                       NAVD 88
 NP0376
 NP0376  VERT ORDER      -  * POSTED, SEE BELOW
 NP0376
 NP0376.The horizontal coordinates were scaled from a map and have
 NP0376.an estimated accuracy of +/- 6 seconds.
 NP0376
 NP0376.The orthometric height was determined by differential leveling
 NP0376.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0376
 NP0376.* This is a POSTED BENCH MARK height.
 NP0376
 NP0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0376.GEOID18 height accuracy estimate available here.
 NP0376
 NP0376.Click photographs - Photos may exist for this station.
 NP0376
 NP0376.The dynamic height is computed by dividing the NAVD 88
 NP0376.geopotential number by the normal gravity value computed on the
 NP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0376.degrees latitude (g = 980.6199 gals.).
 NP0376
 NP0376.The modeled gravity was interpolated from observed gravity values.
 NP0376
 NP0376;                    North         East    Units  Estimated Accuracy
 NP0376;SPC NE       -   278,820.      216,110.      MT  (+/- 180 meters Scaled)
 NP0376
 NP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG282835(NAD 83)
 NP0376
 NP0376                          SUPERSEDED SURVEY CONTROL
 NP0376
 NP0376  NGVD 29 (??/??/92) 1406.769  (m)         4615.37   (f) ADJ UNCH    2 0
 NP0376
 NP0376.Superseded values are not recommended for survey control.
 NP0376
 NP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0376.See file dsdata.pdf to determine how the superseded data were derived.
 NP0376
 NP0376_MARKER: DB = BENCH MARK DISK
 NP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0376_STAMPING: D 57 1934
 NP0376_MARK LOGO: CGS
 NP0376_PROJECTION: RECESSED 46 CENTIMETERS
 NP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0376+STABILITY: SURFACE MOTION
 NP0376
 NP0376  HISTORY     - Date     Condition        Report By
 NP0376  HISTORY     - 1934     MONUMENTED       CGS
 NP0376  HISTORY     - 1956     GOOD             CGS
 NP0376  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0376
 NP0376                          STATION DESCRIPTION
 NP0376
 NP0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0376'21 MI W FROM HEMINGFORD.
 NP0376'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0376'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0376'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 NP0376'2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH
 NP0376'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 NP0376'DIRT ROAD, AT THE BOX BUTTE AND SIOUX COUNTY LINE, 36 FEET
 NP0376'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 4 FEET
 NP0376'NORTHEAST OF A TELEPHONE POLE, 3.3 FEET NORTHEAST OF A FENCE
 NP0376'CORNER, 3 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A FENCE,
 NP0376'4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0376'POST WHICH IS 1.5 FEET BELOW THE TOP OF THE GROUND, IN THE
 NP0376'SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0376
 NP0376                          STATION RECOVERY (1981)
 NP0376
 NP0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0825 ***********************************************************************
 LH0825  DESIGNATION -  D 60
 LH0825  PID         -  LH0825
 LH0825  STATE/COUNTY-  NE/DAWSON
 LH0825  COUNTRY     -  US
 LH0825  USGS QUAD   -  LEXINGTON NW (2017)
 LH0825
 LH0825                         *CURRENT SURVEY CONTROL
 LH0825  ______________________________________________________________________
 LH0825* NAD 83(1986) POSITION- 40 53 43.72   (N) 099 44 55.38   (W)   HD_HELD1
 LH0825* NAVD 88 ORTHO HEIGHT -   759.721 (meters)     2492.52  (feet) ADJUSTED
 LH0825  ______________________________________________________________________
 LH0825  GEOID HEIGHT    -        -23.570 (meters)                     GEOID18
 LH0825  DYNAMIC HEIGHT  -        759.282 (meters)     2491.08  (feet) COMP
 LH0825  MODELED GRAVITY -    980,020.8   (mgal)                       NAVD 88
 LH0825
 LH0825  VERT ORDER      -  SECOND    CLASS 0
 LH0825
 LH0825.The horizontal coordinates were determined by differentially corrected
 LH0825.hand held GPS observations or other comparable positioning techniques
 LH0825.and have an estimated accuracy of +/- 3 meters.
 LH0825
 LH0825.The orthometric height was determined by differential leveling and
 LH0825.adjusted by the NATIONAL GEODETIC SURVEY
 LH0825.in June 1991.
 LH0825
 LH0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0825.GEOID18 height accuracy estimate available here.
 LH0825
 LH0825.Click photographs - Photos may exist for this station.
 LH0825
 LH0825.The dynamic height is computed by dividing the NAVD 88
 LH0825.geopotential number by the normal gravity value computed on the
 LH0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0825.degrees latitude (g = 980.6199 gals.).
 LH0825
 LH0825.The modeled gravity was interpolated from observed gravity values.
 LH0825
 LH0825;                    North         East    Units  Estimated Accuracy
 LH0825;SPC NE       -   117,957.6     521,169.1     MT  (+/- 3 meters HH1 GPS) 
 LH0825
 LH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3693227423(NAD 83)
 LH0825
 LH0825                          SUPERSEDED SURVEY CONTROL
 LH0825
 LH0825  NGVD 29 (??/??/92)  759.427  (m)         2491.55   (f) ADJ UNCH    2 0
 LH0825
 LH0825.Superseded values are not recommended for survey control.
 LH0825
 LH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0825.See file dsdata.pdf to determine how the superseded data were derived.
 LH0825
 LH0825_MARKER: DB = BENCH MARK DISK
 LH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0825_STAMPING: D 60 1934
 LH0825_MARK LOGO: CGS
 LH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0825+STABILITY: SURFACE MOTION
 LH0825
 LH0825  HISTORY     - Date     Condition        Report By
 LH0825  HISTORY     - 1934     MONUMENTED       CGS
 LH0825  HISTORY     - 1942     GOOD             CGS
 LH0825
 LH0825                          STATION DESCRIPTION
 LH0825
 LH0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LH0825'8.2 MI N FROM LEXINGTON.
 LH0825'8.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0825'AT LEXINGTON, 0.4 MILE NORTH OF A T-ROAD LEADING WEST AND THE
 LH0825'ENTRANCE TO A WHITE SCHOOL BUILDING EAST OF THE HIGHWAY, ABOUT
 LH0825'335 FEET NORTH OF A LARGE DOUBLE CONCRETE BOX CULVERT,
 LH0825'75 FEET SOUTH OF THE ENTRANCE TO A FARMYARD WEST OF THE HIGHWAY,
 LH0825'90 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 LH0825'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D
 LH0825'60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0169 ***********************************************************************
 NP0169  DESIGNATION -  D 61
 NP0169  PID         -  NP0169
 NP0169  STATE/COUNTY-  NE/BOX BUTTE
 NP0169  COUNTRY     -  US
 NP0169  USGS QUAD   -  JESSE LAKE (2017)
 NP0169
 NP0169                         *CURRENT SURVEY CONTROL
 NP0169  ______________________________________________________________________
 NP0169* NAD 83(1986) POSITION- 42 05 48.     (N) 102 44 34.     (W)   SCALED
 NP0169* NAVD 88 ORTHO HEIGHT -  1204.129 (meters)     3950.55  (feet) ADJUSTED
 NP0169  ______________________________________________________________________
 NP0169  GEOID HEIGHT    -        -18.707 (meters)                     GEOID18
 NP0169  DYNAMIC HEIGHT  -       1203.431 (meters)     3948.26  (feet) COMP
 NP0169  MODELED GRAVITY -    980,000.8   (mgal)                       NAVD 88
 NP0169
 NP0169  VERT ORDER      -  SECOND    CLASS 0
 NP0169
 NP0169.The horizontal coordinates were scaled from a map and have
 NP0169.an estimated accuracy of +/- 6 seconds.
 NP0169
 NP0169.The orthometric height was determined by differential leveling and
 NP0169.adjusted by the NATIONAL GEODETIC SURVEY
 NP0169.in June 1991.
 NP0169
 NP0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0169.GEOID18 height accuracy estimate available here.
 NP0169
 NP0169.Click photographs - Photos may exist for this station.
 NP0169
 NP0169.The dynamic height is computed by dividing the NAVD 88
 NP0169.geopotential number by the normal gravity value computed on the
 NP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0169.degrees latitude (g = 980.6199 gals.).
 NP0169
 NP0169.The modeled gravity was interpolated from observed gravity values.
 NP0169
 NP0169;                    North         East    Units  Estimated Accuracy
 NP0169;SPC NE       -   254,890.      273,210.      MT  (+/- 180 meters Scaled)
 NP0169
 NP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG866629(NAD 83)
 NP0169
 NP0169                          SUPERSEDED SURVEY CONTROL
 NP0169
 NP0169  NGVD 29 (??/??/92) 1203.555  (m)         3948.66   (f) ADJ UNCH    2 0
 NP0169
 NP0169.Superseded values are not recommended for survey control.
 NP0169
 NP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0169.See file dsdata.pdf to determine how the superseded data were derived.
 NP0169
 NP0169_MARKER: DB = BENCH MARK DISK
 NP0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0169_STAMPING: D 61 1934
 NP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0169+STABILITY: SURFACE MOTION
 NP0169
 NP0169  HISTORY     - Date     Condition        Report By
 NP0169  HISTORY     - 1934     MONUMENTED       CGS
 NP0169  HISTORY     - 1940     GOOD             CGS
 NP0169
 NP0169                          STATION DESCRIPTION
 NP0169
 NP0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0169'6.6 MI E FROM ALLIANCE.
 NP0169'6.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0169'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 15 RAILS EAST
 NP0169'OF MILEPOST 359, 3 RAILS WEST OF THE BOX BUTTE-SHERIDAN COUNTY
 NP0169'LINE, SOUTH OF BIRDSELL SIDING, NEAR THE EAST SWITCH, 49.3 FEET
 NP0169'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.8 FEET SOUTHEAST OF A
 NP0169'FENCE CORNER, 2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0
 NP0169'FEET EAST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE
 NP0169'GROUND.  A STANDARD DISK, STAMPED D 61 1934 AND SET IN THE
 NP0169'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0286 ***********************************************************************
 NO0286  DESIGNATION -  D 62
 NO0286  PID         -  NO0286
 NO0286  STATE/COUNTY-  NE/GRANT
 NO0286  COUNTRY     -  US
 NO0286  USGS QUAD   -  ASHBY (2017)
 NO0286
 NO0286                         *CURRENT SURVEY CONTROL
 NO0286  ______________________________________________________________________
 NO0286* NAD 83(1986) POSITION- 42 01 22.29   (N) 101 58 53.14   (W)   HD_HELD1
 NO0286* NAVD 88 ORTHO HEIGHT -  1187.251 (meters)     3895.17  (feet) ADJUSTED
 NO0286  ______________________________________________________________________
 NO0286  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 NO0286  DYNAMIC HEIGHT  -       1186.573 (meters)     3892.95  (feet) COMP
 NO0286  MODELED GRAVITY -    980,009.5   (mgal)                       NAVD 88
 NO0286
 NO0286  VERT ORDER      -  SECOND    CLASS 0
 NO0286
 NO0286.The horizontal coordinates were determined by differentially corrected
 NO0286.hand held GPS observations or other comparable positioning techniques
 NO0286.and have an estimated accuracy of +/- 3 meters.
 NO0286
 NO0286.The orthometric height was determined by differential leveling and
 NO0286.adjusted by the NATIONAL GEODETIC SURVEY
 NO0286.in June 1991.
 NO0286
 NO0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0286.GEOID18 height accuracy estimate available here.
 NO0286
 NO0286.Click photographs - Photos may exist for this station.
 NO0286
 NO0286.The dynamic height is computed by dividing the NAVD 88
 NO0286.geopotential number by the normal gravity value computed on the
 NO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0286.degrees latitude (g = 980.6199 gals.).
 NO0286
 NO0286.The modeled gravity was interpolated from observed gravity values.
 NO0286
 NO0286;                    North         East    Units  Estimated Accuracy
 NO0286;SPC NE       -   244,976.0     335,959.7     MT  (+/- 3 meters HH1 GPS) 
 NO0286
 NO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5316156615(NAD 83)
 NO0286
 NO0286                          SUPERSEDED SURVEY CONTROL
 NO0286
 NO0286  NGVD 29 (??/??/92) 1186.737  (m)         3893.49   (f) ADJ UNCH    2 0
 NO0286
 NO0286.Superseded values are not recommended for survey control.
 NO0286
 NO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0286.See file dsdata.pdf to determine how the superseded data were derived.
 NO0286
 NO0286_MARKER: DB = BENCH MARK DISK
 NO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0286_STAMPING: D 62 1934
 NO0286_MARK LOGO: CGS
 NO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0286+STABILITY: SURFACE MOTION
 NO0286
 NO0286  HISTORY     - Date     Condition        Report By
 NO0286  HISTORY     - 1934     MONUMENTED       CGS
 NO0286
 NO0286                          STATION DESCRIPTION
 NO0286
 NO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0286'2.8 MI W FROM ASHBY.
 NO0286'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0286'FROM THE STATION AT ASHBY, GRANT COUNTY, 37 RAILS SOUTHWEST OF
 NO0286'MILEPOST 318, 55 YARDS SOUTHWEST OF THE TOP OF A HILL, 45.5
 NO0286'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET HIGHER
 NO0286'THAN THE TRACK.  A STANDARD DISK, STAMPED D 62 1934 AND SET IN
 NO0286'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0109 ***********************************************************************
 NO0109  DESIGNATION -  D 63
 NO0109  PID         -  NO0109
 NO0109  STATE/COUNTY-  NE/HOOKER
 NO0109  COUNTRY     -  US
 NO0109  USGS QUAD   -  SENECA SW (2017)
 NO0109
 NO0109                         *CURRENT SURVEY CONTROL
 NO0109  ______________________________________________________________________
 NO0109* NAD 83(1986) POSITION- 42 02 33.     (N) 100 54 00.     (W)   SCALED
 NO0109* NAVD 88 ORTHO HEIGHT -   920.954 (meters)     3021.50  (feet) ADJUSTED
 NO0109  ______________________________________________________________________
 NO0109  GEOID HEIGHT    -        -21.029 (meters)                     GEOID18
 NO0109  DYNAMIC HEIGHT  -        920.467 (meters)     3019.90  (feet) COMP
 NO0109  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 NO0109
 NO0109  VERT ORDER      -  SECOND    CLASS 0
 NO0109
 NO0109.The horizontal coordinates were scaled from a map and have
 NO0109.an estimated accuracy of +/- 6 seconds.
 NO0109
 NO0109.The orthometric height was determined by differential leveling and
 NO0109.adjusted by the NATIONAL GEODETIC SURVEY
 NO0109.in June 1991.
 NO0109
 NO0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0109.GEOID18 height accuracy estimate available here.
 NO0109
 NO0109.Click photographs - Photos may exist for this station.
 NO0109
 NO0109.The dynamic height is computed by dividing the NAVD 88
 NO0109.geopotential number by the normal gravity value computed on the
 NO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0109.degrees latitude (g = 980.6199 gals.).
 NO0109
 NO0109.The modeled gravity was interpolated from observed gravity values.
 NO0109
 NO0109;                    North         East    Units  Estimated Accuracy
 NO0109;SPC NE       -   245,670.      425,510.      MT  (+/- 180 meters Scaled)
 NO0109
 NO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM427562(NAD 83)
 NO0109
 NO0109                          SUPERSEDED SURVEY CONTROL
 NO0109
 NO0109  NGVD 29 (??/??/92)  920.612  (m)         3020.37   (f) ADJ UNCH    2 0
 NO0109
 NO0109.Superseded values are not recommended for survey control.
 NO0109
 NO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0109.See file dsdata.pdf to determine how the superseded data were derived.
 NO0109
 NO0109_MARKER: DB = BENCH MARK DISK
 NO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0109_STAMPING: D 63 1934
 NO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0109+STABILITY: SURFACE MOTION
 NO0109
 NO0109  HISTORY     - Date     Condition        Report By
 NO0109  HISTORY     - 1934     MONUMENTED       CGS
 NO0109  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0109
 NO0109                          STATION DESCRIPTION
 NO0109
 NO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0109'3.7 MI W FROM SENECA.
 NO0109'IN HOOKER COUNTY, 3.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 NO0109'AND QUINCY RAILROAD FROM THE STATION AT SENECA, THOMAS COUNTY,
 NO0109'38 RAILS WEST OF MILEPOST 261, AT MILEAGE 261.25, AT THE WEST
 NO0109'END OF A CUT, ON THE WEST ONE OF SEVERAL SMALL KNOLLS, AND 40.8
 NO0109'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED D 63 1934
 NO0109'AND SET IN THE TOP OF A CONCRETE POST.
 NO0109
 NO0109                          STATION RECOVERY (1985)
 NO0109
 NO0109'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0011 ***********************************************************************
 MM0011  FBN         -  This is a Federal Base Network Control Station.
 MM0011  DESIGNATION -  D 64
 MM0011  PID         -  MM0011
 MM0011  STATE/COUNTY-  NE/BLAINE
 MM0011  COUNTRY     -  US
 MM0011  USGS QUAD   -  DUNNING SW (2017)
 MM0011
 MM0011                         *CURRENT SURVEY CONTROL
 MM0011  ______________________________________________________________________
 MM0011* NAD 83(2011) POSITION- 41 51 37.89014(N) 100 10 38.74193(W)   ADJUSTED
 MM0011* NAD 83(2011) ELLIP HT-   787.722 (meters)        (06/27/12)   ADJUSTED
 MM0011* NAD 83(2011) EPOCH   -  2010.00
 MM0011* NAVD 88 ORTHO HEIGHT -   809.930 (meters)     2657.25  (feet) ADJUSTED
 MM0011  ______________________________________________________________________
 MM0011  GEOID HEIGHT    -        -22.179 (meters)                     GEOID18
 MM0011  NAD 83(2011) X  -   -840,713.316 (meters)                     COMP
 MM0011  NAD 83(2011) Y  - -4,683,072.876 (meters)                     COMP
 MM0011  NAD 83(2011) Z  -  4,234,604.277 (meters)                     COMP
 MM0011  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 MM0011  DYNAMIC HEIGHT  -        809.517 (meters)     2655.89  (feet) COMP
 MM0011  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 MM0011
 MM0011  VERT ORDER      -  SECOND    CLASS 0
 MM0011
 MM0011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0011  Standards:
 MM0011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0011  -------------------------------------------------------------------
 MM0011  NETWORK    0.38   0.94           0.18   0.12   0.48     -0.02155651
 MM0011  -------------------------------------------------------------------
 MM0011  Click here for local accuracies and other accuracy information.
 MM0011
 MM0011.The horizontal coordinates were established by GPS observations
 MM0011.and adjusted by the National Geodetic Survey in June 2012.
 MM0011
 MM0011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0011.been affixed to the stable North American tectonic plate. See 
 MM0011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0011
 MM0011.The horizontal coordinates are valid at the epoch date displayed above
 MM0011.which is a decimal equivalence of Year/Month/Day.
 MM0011
 MM0011.The orthometric height was determined by differential leveling and
 MM0011.adjusted by the NATIONAL GEODETIC SURVEY
 MM0011.in June 1991.
 MM0011
 MM0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0011.GEOID18 height accuracy estimate available here.
 MM0011
 MM0011.Click photographs - Photos may exist for this station.
 MM0011
 MM0011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0011
 MM0011.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0011
 MM0011.The ellipsoidal height was determined by GPS observations
 MM0011.and is referenced to NAD 83.
 MM0011
 MM0011.The dynamic height is computed by dividing the NAVD 88
 MM0011.geopotential number by the normal gravity value computed on the
 MM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0011.degrees latitude (g = 980.6199 gals.).
 MM0011
 MM0011.The modeled gravity was interpolated from observed gravity values.
 MM0011
 MM0011. The following values were computed from the NAD 83(2011) position.
 MM0011
 MM0011;                    North         East     Units Scale Factor Converg.
 MM0011;SPC NE       -   225,086.210   485,272.630   MT  0.99967771   -0 07 03.3
 MM0011;SPC NE       -   738,470.34  1,592,098.62   sFT  0.99967771   -0 07 03.3
 MM0011;UTM  14      - 4,634,960.792   402,274.774   MT  0.99971752   -0 47 08.8
 MM0011
 MM0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0011!SPC NE       -   0.99987647  x   0.99967771  =   0.99955422
 MM0011!UTM  14      -   0.99987647  x   0.99971752  =   0.99959402
 MM0011
 MM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0227434960(NAD 83)
 MM0011
 MM0011                          SUPERSEDED SURVEY CONTROL
 MM0011
 MM0011  NAD 83(2007)-  41 51 37.88998(N)    100 10 38.74297(W) AD(2002.00) 0
 MM0011  ELLIP H (02/10/07)  787.750  (m)                       GP(2002.00)    
 MM0011  ELLIP H (07/10/01)  787.726  (m)                       GP(       ) 4 1
 MM0011  NAD 83(1995)-  41 51 37.88970(N)    100 10 38.74264(W) AD(       ) B
 MM0011  ELLIP H (06/25/96)  787.753  (m)                       GP(       ) 1 1
 MM0011  NAVD 88             809.93   (m)         2657.2    (f) LEVELING    3  
 MM0011  NAVD 88 (06/25/96)  809.8    (m)  GEOID93  model used  GPS OBS        
 MM0011  NGVD 29 (??/??/92)  809.638  (m)         2656.29   (f) ADJ UNCH    2 0
 MM0011
 MM0011.Superseded values are not recommended for survey control.
 MM0011
 MM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0011.See file dsdata.pdf to determine how the superseded data were derived.
 MM0011
 MM0011_MARKER: DB = BENCH MARK DISK
 MM0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0011_STAMPING: D 64 1934
 MM0011_MARK LOGO: CGS
 MM0011_PROJECTION: FLUSH
 MM0011_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0011+STABILITY: SURFACE MOTION
 MM0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0011+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 MM0011
 MM0011  HISTORY     - Date     Condition        Report By
 MM0011  HISTORY     - 1934     MONUMENTED       CGS
 MM0011  HISTORY     - 19950524 GOOD             NGS
 MM0011  HISTORY     - 20000510 GOOD             NGS
 MM0011  HISTORY     - 20030828 POOR             NEDR
 MM0011  HISTORY     - 20060715 GOOD             JCLS
 MM0011  HISTORY     - 20150210 GOOD             JEOCON
 MM0011  HISTORY     - 20160414 GOOD             NEGS
 MM0011  HISTORY     - 20210525 GOOD             NEGS
 MM0011
 MM0011                          STATION DESCRIPTION
 MM0011
 MM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0011'4.1 MI NW FROM DUNNING.
 MM0011'4.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0011'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, AT MILEAGE
 MM0011'219.55, AT THE TOP OF A SMALL KNOLL, AT THE POINT OF DEPARTURE
 MM0011'OF THE HIGHWAY, 57.5 FEET NORTH OF THE NORTH RAIL, AND 18.5
 MM0011'FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED D 64 1934
 MM0011'AND SET IN THE TOP OF A CONCRETE POST.
 MM0011
 MM0011                          STATION RECOVERY (1995)
 MM0011
 MM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0011'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF HALSEY, 4.25 MI
 MM0011'(6.84 KM) NORTHWEST OF DUNNING, BETWEEN STATE HIGHWAY 2 AND THE
 MM0011'BURLINGTON NORTHERN RAILROAD, ON RAILROAD RIGHT-OF-WAY, ABOUT 200 FT
 MM0011'(61.0 M) NORTHEAST AND ACROSS THE TRACKS FROM A Y-FENCE CORNER AND A
 MM0011'METAL GATE AND IN THE SE1/4, SEC23, T22N, R25W.  TO REACH THE MARK
 MM0011'FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 91 AT THE NORTHWEST SIDE OF
 MM0011'DUNNING, GO NORTHWEST ON THE HIGHWAY FOR 4.45 MI (7.16 KM) TO THE MARK
 MM0011'ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 MM0011'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 125.4 FT (38.2 M) WEST
 MM0011'OF A GUYED UTILITY POLE, 96.5 FT (29.4 M) SOUTH OF THE CENTERLINE OF
 MM0011'THE HIGHWAY, 57.3 FT (17.5 M) NORTH OF THE NORTH RAIL, 22.4 FT (6.8 M)
 MM0011'NORTHEAST OF A UTILITY POLE, 3.0 FT (0.9 M) WEST OF A FIBERGLASS
 MM0011'WITNESS POST, 1.2 FT (0.4 M) EAST OF A PLASTIC WITNESS POST AND IS
 MM0011'ABOUT LEVEL WITH THE TRACKS.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF
 MM0011'THE MARK.
 MM0011
 MM0011                          STATION RECOVERY (2000)
 MM0011
 MM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 MM0011'RECOVERED AS DESCRIBED.
 MM0011
 MM0011                          STATION RECOVERY (2003)
 MM0011
 MM0011'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (PS)
 MM0011'MARK FOUND LEANING
 MM0011
 MM0011                          STATION RECOVERY (2006)
 MM0011
 MM0011'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MM0011'RECOVERED IN GOOD CONDITION.
 MM0011
 MM0011                          STATION RECOVERY (2015)
 MM0011
 MM0011'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0011'RECOVERED IN GOOD CONDITION.
 MM0011
 MM0011                          STATION RECOVERY (2016)
 MM0011
 MM0011'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 MM0011'FOUND GOOD
 MM0011
 MM0011                          STATION RECOVERY (2021)
 MM0011
 MM0011'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 MM0011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0176 ***********************************************************************
 MM0176  DESIGNATION -  D 65
 MM0176  PID         -  MM0176
 MM0176  STATE/COUNTY-  NE/LOGAN
 MM0176  COUNTRY     -  US
 MM0176  USGS QUAD   -  CODY LAKE (2017)
 MM0176
 MM0176                         *CURRENT SURVEY CONTROL
 MM0176  ______________________________________________________________________
 MM0176* NAD 83(1986) POSITION- 41 34 43.     (N) 100 32 10.     (W)   SCALED
 MM0176* NAVD 88 ORTHO HEIGHT -   921.497 (meters)     3023.28  (feet) ADJUSTED
 MM0176  ______________________________________________________________________
 MM0176  GEOID HEIGHT    -        -21.842 (meters)                     GEOID18
 MM0176  DYNAMIC HEIGHT  -        920.988 (meters)     3021.61  (feet) COMP
 MM0176  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 MM0176
 MM0176  VERT ORDER      -  SECOND    CLASS 0
 MM0176
 MM0176.The horizontal coordinates were scaled from a map and have
 MM0176.an estimated accuracy of +/- 6 seconds.
 MM0176
 MM0176.The orthometric height was determined by differential leveling and
 MM0176.adjusted by the NATIONAL GEODETIC SURVEY
 MM0176.in June 1991.
 MM0176
 MM0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0176.GEOID18 height accuracy estimate available here.
 MM0176
 MM0176.Click photographs - Photos may exist for this station.
 MM0176
 MM0176.The dynamic height is computed by dividing the NAVD 88
 MM0176.geopotential number by the normal gravity value computed on the
 MM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0176.degrees latitude (g = 980.6199 gals.).
 MM0176
 MM0176.The modeled gravity was interpolated from observed gravity values.
 MM0176
 MM0176;                    North         East    Units  Estimated Accuracy
 MM0176;SPC NE       -   193,910.      455,310.      MT  (+/- 180 meters Scaled)
 MM0176
 MM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM719041(NAD 83)
 MM0176
 MM0176                          SUPERSEDED SURVEY CONTROL
 MM0176
 MM0176  NGVD 29 (??/??/92)  921.186  (m)         3022.26   (f) ADJ UNCH    2 0
 MM0176
 MM0176.Superseded values are not recommended for survey control.
 MM0176
 MM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0176.See file dsdata.pdf to determine how the superseded data were derived.
 MM0176
 MM0176_MARKER: DB = BENCH MARK DISK
 MM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0176_STAMPING: D 65 1934
 MM0176_MARK LOGO: CGS
 MM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0176+STABILITY: SURFACE MOTION
 MM0176
 MM0176  HISTORY     - Date     Condition        Report By
 MM0176  HISTORY     - 1934     MONUMENTED       CGS
 MM0176  HISTORY     - 1949     MARK NOT FOUND   CGS
 MM0176  HISTORY     - 19851031 MARK NOT FOUND   USPSQD
 MM0176
 MM0176                          STATION DESCRIPTION
 MM0176
 MM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0176'8 MI N FROM STAPLETON.
 MM0176'ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0176'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, AT A SMALL
 MM0176'CUT THROUGH A LARGE BASIN, ABOUT 62.8 FEET SOUTH OF THE TOP
 MM0176'OF A HILL, AND 48.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 MM0176'A STANDARD DISK, STAMPED D 65 1934 AND SET IN THE TOP OF A
 MM0176'CONCRETE POST.
 MM0176
 MM0176                          STATION RECOVERY (1949)
 MM0176
 MM0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 MM0176'MARK NOT FOUND.
 MM0176
 MM0176                          STATION RECOVERY (1985)
 MM0176
 MM0176'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0090 ***********************************************************************
 MM0090  DESIGNATION -  D 7
 MM0090  PID         -  MM0090
 MM0090  STATE/COUNTY-  NE/LINCOLN
 MM0090  COUNTRY     -  US
 MM0090  USGS QUAD   -  MAXWELL (2017)
 MM0090
 MM0090                         *CURRENT SURVEY CONTROL
 MM0090  ______________________________________________________________________
 MM0090* NAD 83(1986) POSITION- 41 05 57.     (N) 100 35 37.     (W)   SCALED
 MM0090* NAVD 88 ORTHO HEIGHT -   834.976 (meters)     2739.42  (feet) ADJUSTED
 MM0090  ______________________________________________________________________
 MM0090  GEOID HEIGHT    -        -22.429 (meters)                     GEOID18
 MM0090  DYNAMIC HEIGHT  -        834.478 (meters)     2737.78  (feet) COMP
 MM0090  MODELED GRAVITY -    979,999.9   (mgal)                       NAVD 88
 MM0090
 MM0090  VERT ORDER      -  FIRST     CLASS II
 MM0090
 MM0090.The horizontal coordinates were scaled from a map and have
 MM0090.an estimated accuracy of +/- 6 seconds.
 MM0090
 MM0090.The orthometric height was determined by differential leveling and
 MM0090.adjusted by the NATIONAL GEODETIC SURVEY
 MM0090.in June 1991.
 MM0090
 MM0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0090.GEOID18 height accuracy estimate available here.
 MM0090
 MM0090.Click photographs - Photos may exist for this station.
 MM0090
 MM0090.The dynamic height is computed by dividing the NAVD 88
 MM0090.geopotential number by the normal gravity value computed on the
 MM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0090.degrees latitude (g = 980.6199 gals.).
 MM0090
 MM0090.The modeled gravity was interpolated from observed gravity values.
 MM0090
 MM0090;                    North         East    Units  Estimated Accuracy
 MM0090;SPC NE       -   140,710.      450,150.      MT  (+/- 180 meters Scaled)
 MM0090
 MM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL661509(NAD 83)
 MM0090
 MM0090                          SUPERSEDED SURVEY CONTROL
 MM0090
 MM0090  NGVD 29 (02/14/92)  834.625  (m)         2738.27   (f) ADJUSTED    1 2
 MM0090  NGVD 29 (??/??/87)  834.672  (m)         2738.42   (f) SUPERSEDED  1 2
 MM0090
 MM0090.Superseded values are not recommended for survey control.
 MM0090
 MM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0090.See file dsdata.pdf to determine how the superseded data were derived.
 MM0090
 MM0090_MARKER: DB = BENCH MARK DISK
 MM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0090_STAMPING: D 7 1933 2738.420
 MM0090_MARK LOGO: CGS
 MM0090_PROJECTION: RECESSED 35 CENTIMETERS
 MM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0090+STABILITY: SURFACE MOTION
 MM0090
 MM0090  HISTORY     - Date     Condition        Report By
 MM0090  HISTORY     - 1933     MONUMENTED       CGS
 MM0090  HISTORY     - 1986     GOOD             NGS
 MM0090
 MM0090                          STATION DESCRIPTION
 MM0090
 MM0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0090'4 MI NW FROM MAXWELL.
 MM0090'ABOUT 4.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 MM0090'FROM MAXWELL, LINCOLN COUNTY, ABOUT 26 POLES SOUTHEAST OF
 MM0090'MILEPOST 275, AT THE EAST END OF KEITH SIDING, ABOUT 125 FEET
 MM0090'NORTHWEST OF SEMAPHORE 274.6, AT A ROAD CROSSING, 68 FEET WEST
 MM0090'OF THE CENTER LINE OF THE ROAD, 40.7 FEET NORTH OF THE NORTH
 MM0090'RAIL OF THE NORTH MAIN TRACK, AND 57 FEET SOUTH OF THE NORTH
 MM0090'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2738.420 D 7 1933
 MM0090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 MM0090'ABOVE GROUND.
 MM0090
 MM0090                          STATION RECOVERY (1986)
 MM0090
 MM0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.85 KM (4.3
 MM0090'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL AT MAXWELL,
 MM0090'0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 187, 54.4 METERS (178.5 FT)
 MM0090'NORTHEAST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 MM0090'CENTERLINE, 17.4 METERS (57 FT) SOUTHWEST OF THE RAILROAD RIGHT OF WAY
 MM0090'FENCE, 12.3 METERS (40.5 FT) NORTHEAST OF THE NORTHEAST RAIL AND
 MM0090'5.2 METERS (17 FT) SOUTHEAST OF THE 1ST POLE NORTHWEST OF A RAILROAD
 MM0090'1/2 MILEPOLE.
 MM0090'THE MARK IS 0.1 METERS  NE FROM  A WITNESS POST
 MM0090'THE MARK IS 1.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0526 ***********************************************************************
 ML0526  DESIGNATION -  D 71
 ML0526  PID         -  ML0526
 ML0526  STATE/COUNTY-  NE/GARFIELD
 ML0526  COUNTRY     -  US
 ML0526  USGS QUAD   -  GABLES SW (2017)
 ML0526
 ML0526                         *CURRENT SURVEY CONTROL
 ML0526  ______________________________________________________________________
 ML0526* NAD 83(1986) POSITION- 41 47 02.     (N) 098 53 41.     (W)   SCALED
 ML0526* NAVD 88 ORTHO HEIGHT -   680.852 (meters)     2233.76  (feet) ADJUSTED
 ML0526  ______________________________________________________________________
 ML0526  GEOID HEIGHT    -        -23.965 (meters)                     GEOID18
 ML0526  DYNAMIC HEIGHT  -        680.518 (meters)     2232.67  (feet) COMP
 ML0526  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 ML0526
 ML0526  VERT ORDER      -  SECOND    CLASS 0
 ML0526
 ML0526.The horizontal coordinates were scaled from a map and have
 ML0526.an estimated accuracy of +/- 6 seconds.
 ML0526
 ML0526.The orthometric height was determined by differential leveling and
 ML0526.adjusted by the NATIONAL GEODETIC SURVEY
 ML0526.in June 1991.
 ML0526
 ML0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0526.GEOID18 height accuracy estimate available here.
 ML0526
 ML0526.Click photographs - Photos may exist for this station.
 ML0526
 ML0526.The dynamic height is computed by dividing the NAVD 88
 ML0526.geopotential number by the normal gravity value computed on the
 ML0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0526.degrees latitude (g = 980.6199 gals.).
 ML0526
 ML0526.The modeled gravity was interpolated from observed gravity values.
 ML0526
 ML0526;                    North         East    Units  Estimated Accuracy
 ML0526;SPC NE       -   217,150.      591,850.      MT  (+/- 180 meters Scaled)
 ML0526
 ML0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM087257(NAD 83)
 ML0526
 ML0526                          SUPERSEDED SURVEY CONTROL
 ML0526
 ML0526  NGVD 29 (??/??/92)  680.587  (m)         2232.89   (f) ADJ UNCH    2 0
 ML0526
 ML0526.Superseded values are not recommended for survey control.
 ML0526
 ML0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0526.See file dsdata.pdf to determine how the superseded data were derived.
 ML0526
 ML0526_MARKER: DB = BENCH MARK DISK
 ML0526_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0526_STAMPING: D 71 1935
 ML0526_MARK LOGO: CGS
 ML0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0526
 ML0526  HISTORY     - Date     Condition        Report By
 ML0526  HISTORY     - 1935     MONUMENTED       CGS
 ML0526  HISTORY     - 1938     MARK NOT FOUND   CGS
 ML0526
 ML0526                          STATION DESCRIPTION
 ML0526
 ML0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0526'13 MI E FROM BURWELL.
 ML0526'13.0 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0526'HIGHWAY 53 BETWEEN BARTLETT AND BURWELL, AT PLACE WHERE THE
 ML0526'HIGHWAY CURVES TO THE SOUTH AND LOCAL ROAD INTERSECTS, 29.5 FEET
 ML0526'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET WEST OF THE
 ML0526'CENTER LINE OF INTERSECTING ROAD, AND 65 FEET NORTHWEST OF
 ML0526'THE CENTER LINE OF FARM DRIVE WHICH LEADS TO THE BUILDINGS OF
 ML0526'E. HALLOCK.
 ML0526
 ML0526                          STATION RECOVERY (1938)
 ML0526
 ML0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 ML0526'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0869 ***********************************************************************
 ML0869  DESIGNATION -  D 72
 ML0869  PID         -  ML0869
 ML0869  STATE/COUNTY-  NE/LOUP
 ML0869  COUNTRY     -  US
 ML0869  USGS QUAD   -  ALMERIA (2017)
 ML0869
 ML0869                         *CURRENT SURVEY CONTROL
 ML0869  ______________________________________________________________________
 ML0869* NAD 83(1986) POSITION- 41 52 06.     (N) 099 35 27.     (W)   SCALED
 ML0869* NAVD 88 ORTHO HEIGHT -   720.399 (meters)     2363.51  (feet) ADJUSTED
 ML0869  ______________________________________________________________________
 ML0869  GEOID HEIGHT    -        -22.754 (meters)                     GEOID18
 ML0869  DYNAMIC HEIGHT  -        720.054 (meters)     2362.38  (feet) COMP
 ML0869  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 ML0869
 ML0869  VERT ORDER      -  SECOND    CLASS 0
 ML0869
 ML0869.The horizontal coordinates were scaled from a map and have
 ML0869.an estimated accuracy of +/- 6 seconds.
 ML0869
 ML0869.The orthometric height was determined by differential leveling and
 ML0869.adjusted by the NATIONAL GEODETIC SURVEY
 ML0869.in June 1991.
 ML0869
 ML0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0869.GEOID18 height accuracy estimate available here.
 ML0869
 ML0869.Click photographs - Photos may exist for this station.
 ML0869
 ML0869.The dynamic height is computed by dividing the NAVD 88
 ML0869.geopotential number by the normal gravity value computed on the
 ML0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0869.degrees latitude (g = 980.6199 gals.).
 ML0869
 ML0869.The modeled gravity was interpolated from observed gravity values.
 ML0869
 ML0869;                    North         East    Units  Estimated Accuracy
 ML0869;SPC NE       -   226,020.      533,960.      MT  (+/- 180 meters Scaled)
 ML0869
 ML0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM509353(NAD 83)
 ML0869
 ML0869                          SUPERSEDED SURVEY CONTROL
 ML0869
 ML0869  NGVD 29 (??/??/92)  720.132  (m)         2362.63   (f) ADJ UNCH    2 0
 ML0869
 ML0869.Superseded values are not recommended for survey control.
 ML0869
 ML0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0869.See file dsdata.pdf to determine how the superseded data were derived.
 ML0869
 ML0869_MARKER: DB = BENCH MARK DISK
 ML0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0869_STAMPING: D 72 1935
 ML0869_MARK LOGO: CGS
 ML0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0869+STABILITY: SURFACE MOTION
 ML0869
 ML0869  HISTORY     - Date     Condition        Report By
 ML0869  HISTORY     - 1935     MONUMENTED       CGS
 ML0869  HISTORY     - 1938     GOOD             CGS
 ML0869
 ML0869                          STATION DESCRIPTION
 ML0869
 ML0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0869'5.5 MI NW FROM ALMERIA.
 ML0869'5.5 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 ML0869'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 0.2 MILE SOUTHEAST OF
 ML0869'BRIDGE OVER LOUP RIVER, 120.3 FEET SOUTH OF THE SOUTHEAST CORNER
 ML0869'OF SCHOOLHOUSE (DISTRICT NO. 7), 42.0 FEET WEST OF THE CENTER
 ML0869'LINE OF THE HIGHWAY, AND 16.9 FEET WEST OF RIGHT OF WAY FENCE.
 ML0869
 ML0869                          STATION RECOVERY (1938)
 ML0869
 ML0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 ML0869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0183 ***********************************************************************
 NO0183  DESIGNATION -  D 73
 NO0183  PID         -  NO0183
 NO0183  STATE/COUNTY-  NE/CHERRY
 NO0183  COUNTRY     -  US
 NO0183  USGS QUAD   -  SIMEON (2017)
 NO0183
 NO0183                         *CURRENT SURVEY CONTROL
 NO0183  ______________________________________________________________________
 NO0183* NAD 83(1986) POSITION- 42 30 35.     (N) 100 39 59.     (W)   SCALED
 NO0183* NAVD 88 ORTHO HEIGHT -   900.957 (meters)     2955.89  (feet) ADJUSTED
 NO0183  ______________________________________________________________________
 NO0183  GEOID HEIGHT    -        -21.373 (meters)                     GEOID18
 NO0183  DYNAMIC HEIGHT  -        900.533 (meters)     2954.50  (feet) COMP
 NO0183  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 NO0183
 NO0183  VERT ORDER      -  SECOND    CLASS 0
 NO0183
 NO0183.The horizontal coordinates were scaled from a map and have
 NO0183.an estimated accuracy of +/- 6 seconds.
 NO0183
 NO0183.The orthometric height was determined by differential leveling and
 NO0183.adjusted by the NATIONAL GEODETIC SURVEY
 NO0183.in June 1991.
 NO0183
 NO0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0183.GEOID18 height accuracy estimate available here.
 NO0183
 NO0183.Click photographs - Photos may exist for this station.
 NO0183
 NO0183.The dynamic height is computed by dividing the NAVD 88
 NO0183.geopotential number by the normal gravity value computed on the
 NO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0183.degrees latitude (g = 980.6199 gals.).
 NO0183
 NO0183.The modeled gravity was interpolated from observed gravity values.
 NO0183
 NO0183;                    North         East    Units  Estimated Accuracy
 NO0183;SPC NE       -   297,370.      445,240.      MT  (+/- 180 meters Scaled)
 NO0183
 NO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN630077(NAD 83)
 NO0183
 NO0183                          SUPERSEDED SURVEY CONTROL
 NO0183
 NO0183  NGVD 29 (??/??/92)  900.640  (m)         2954.85   (f) ADJ UNCH    2 0
 NO0183
 NO0183.Superseded values are not recommended for survey control.
 NO0183
 NO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0183.See file dsdata.pdf to determine how the superseded data were derived.
 NO0183
 NO0183_MARKER: DB = BENCH MARK DISK
 NO0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0183_STAMPING: D 73 1934
 NO0183_MARK LOGO: CGS
 NO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0183+STABILITY: SURFACE MOTION
 NO0183
 NO0183  HISTORY     - Date     Condition        Report By
 NO0183  HISTORY     - 1934     MONUMENTED       CGS
 NO0183
 NO0183                          STATION DESCRIPTION
 NO0183
 NO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0183'6.5 MI NE FROM CONTERRA.
 NO0183'ABOUT 6.5 MILES NORTHEAST ALONG THE SIMEON ROAD FROM THE POST
 NO0183'OFFICE AT CONTERRA, CHERRY COUNTY, NEAR THE SOUTHEAST CORNER
 NO0183'OF A DESERTED RANCHHOUSE YARD, 25 FEET WEST OF THE CENTER LINE
 NO0183'OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, AND 2.5 FEET
 NO0183'EAST OF THE FENCE.  A STANDARD DISK, STAMPED D 73 1934 AND
 NO0183'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0016 ***********************************************************************
 MN0016  DESIGNATION -  D 74
 MN0016  PID         -  MN0016
 MN0016  STATE/COUNTY-  NE/GARDEN
 MN0016  COUNTRY     -  US
 MN0016  USGS QUAD   -  MUMPER (2017)
 MN0016
 MN0016                         *CURRENT SURVEY CONTROL
 MN0016  ______________________________________________________________________
 MN0016* NAD 83(1986) POSITION- 41 50 27.51   (N) 102 22 55.45   (W)   HD_HELD1
 MN0016* NAVD 88 ORTHO HEIGHT -  1175.727 (meters)     3857.36  (feet) ADJUSTED
 MN0016  ______________________________________________________________________
 MN0016  GEOID HEIGHT    -        -19.292 (meters)                     GEOID18
 MN0016  DYNAMIC HEIGHT  -       1175.024 (meters)     3855.06  (feet) COMP
 MN0016  MODELED GRAVITY -    979,983.8   (mgal)                       NAVD 88
 MN0016
 MN0016  VERT ORDER      -  SECOND    CLASS 0
 MN0016
 MN0016.The horizontal coordinates were determined by differentially corrected
 MN0016.hand held GPS observations or other comparable positioning techniques
 MN0016.and have an estimated accuracy of +/- 3 meters.
 MN0016
 MN0016.The orthometric height was determined by differential leveling and
 MN0016.adjusted by the NATIONAL GEODETIC SURVEY
 MN0016.in June 1991.
 MN0016
 MN0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0016.GEOID18 height accuracy estimate available here.
 MN0016
 MN0016.Click photographs - Photos may exist for this station.
 MN0016
 MN0016.The dynamic height is computed by dividing the NAVD 88
 MN0016.geopotential number by the normal gravity value computed on the
 MN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0016.degrees latitude (g = 980.6199 gals.).
 MN0016
 MN0016.The modeled gravity was interpolated from observed gravity values.
 MN0016
 MN0016;                    North         East    Units  Estimated Accuracy
 MN0016;SPC NE       -   225,624.8     302,242.3     MT  (+/- 3 meters HH1 GPS) 
 MN0016
 MN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1735835433(NAD 83)
 MN0016
 MN0016                          SUPERSEDED SURVEY CONTROL
 MN0016
 MN0016  NGVD 29 (??/??/92) 1175.187  (m)         3855.59   (f) ADJ UNCH    2 0
 MN0016
 MN0016.Superseded values are not recommended for survey control.
 MN0016
 MN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0016.See file dsdata.pdf to determine how the superseded data were derived.
 MN0016
 MN0016_MARKER: DB = BENCH MARK DISK
 MN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0016_STAMPING: D 74 1934
 MN0016_MARK LOGO: CGS
 MN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0016+STABILITY: SURFACE MOTION
 MN0016
 MN0016  HISTORY     - Date     Condition        Report By
 MN0016  HISTORY     - 1934     MONUMENTED       CGS
 MN0016  HISTORY     - 1938     GOOD             CGS
 MN0016
 MN0016                          STATION DESCRIPTION
 MN0016
 MN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0016'21.4 MI S FROM ELLSWORTH.
 MN0016'IN GARDEN COUNTY, 21.4 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0016'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0016'STATION AT ELLSWORTH, SHERIDAN COUNTY, 7.5 MILES NORTH OF THE
 MN0016'POST OFFICE AT MUMPER, 24 FEET SOUTH OF THE CENTER OF AN AUTO
 MN0016'GATE, AND 2 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD
 MN0016'DISK, STAMPED D 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0016
 MN0016                          STATION RECOVERY (1938)
 MN0016
 MN0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0086 ***********************************************************************
 NP0086  DESIGNATION -  D 75
 NP0086  PID         -  NP0086
 NP0086  STATE/COUNTY-  NE/SHERIDAN
 NP0086  COUNTRY     -  US
 NP0086  USGS QUAD   -  ARGO HILL (2017)
 NP0086
 NP0086                         *CURRENT SURVEY CONTROL
 NP0086  ______________________________________________________________________
 NP0086* NAD 83(1986) POSITION- 42 21 28.98   (N) 102 09 14.48   (W)   HD_HELD1
 NP0086* NAVD 88 ORTHO HEIGHT -  1182.851 (meters)     3880.74  (feet) ADJUSTED
 NP0086  ______________________________________________________________________
 NP0086  GEOID HEIGHT    -        -18.480 (meters)                     GEOID18
 NP0086  DYNAMIC HEIGHT  -       1182.223 (meters)     3878.68  (feet) COMP
 NP0086  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 NP0086
 NP0086  VERT ORDER      -  SECOND    CLASS 0
 NP0086
 NP0086.The horizontal coordinates were determined by differentially corrected
 NP0086.hand held GPS observations or other comparable positioning techniques
 NP0086.and have an estimated accuracy of +/- 3 meters.
 NP0086
 NP0086.The orthometric height was determined by differential leveling and
 NP0086.adjusted by the NATIONAL GEODETIC SURVEY
 NP0086.in June 1991.
 NP0086
 NP0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0086.GEOID18 height accuracy estimate available here.
 NP0086
 NP0086.Click photographs - Photos may exist for this station.
 NP0086
 NP0086.The dynamic height is computed by dividing the NAVD 88
 NP0086.geopotential number by the normal gravity value computed on the
 NP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0086.degrees latitude (g = 980.6199 gals.).
 NP0086
 NP0086.The modeled gravity was interpolated from observed gravity values.
 NP0086
 NP0086;                    North         East    Units  Estimated Accuracy
 NP0086;SPC NE       -   282,528.2     322,600.9     MT  (+/- 3 meters HH1 GPS) 
 NP0086
 NP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3438093455(NAD 83)
 NP0086
 NP0086                          SUPERSEDED SURVEY CONTROL
 NP0086
 NP0086  NGVD 29 (??/??/92) 1182.326  (m)         3879.01   (f) ADJ UNCH    2 0
 NP0086
 NP0086.Superseded values are not recommended for survey control.
 NP0086
 NP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0086.See file dsdata.pdf to determine how the superseded data were derived.
 NP0086
 NP0086_MARKER: DB = BENCH MARK DISK
 NP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0086_STAMPING: D 75 1934
 NP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0086+STABILITY: SURFACE MOTION
 NP0086
 NP0086  HISTORY     - Date     Condition        Report By
 NP0086  HISTORY     - 1934     MONUMENTED       CGS
 NP0086
 NP0086                          STATION DESCRIPTION
 NP0086
 NP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0086'27 MI N FROM ELLSWORTH.
 NP0086'27.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0086'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0086'COUNTY, NEAR THE SOUTH SIDE OF THE FRITZ SANDOZ FARMHOUSE, 46
 NP0086'FEET WEST OF THE SOUTHEAST CORNER OF A FENCE AROUND THE HOUSE,
 NP0086'15 FEET NORTH OF THE HIGHWAY, AND 5 FEET SOUTH OF THE FENCE.
 NP0086'A STANDARD DISK, STAMPED D 75 1934 AND SET IN THE TOP OF A
 NP0086'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0227 ***********************************************************************
 MN0227  DESIGNATION -  D 76
 MN0227  PID         -  MN0227
 MN0227  STATE/COUNTY-  NE/KIMBALL
 MN0227  COUNTRY     -  US
 MN0227  USGS QUAD   -  BUSHNELL (2017)
 MN0227
 MN0227                         *CURRENT SURVEY CONTROL
 MN0227  ______________________________________________________________________
 MN0227* NAD 83(1986) POSITION- 41 13 33.     (N) 103 54 02.     (W)   SCALED
 MN0227* NAVD 88 ORTHO HEIGHT -  1485.635 (meters)     4874.12  (feet) ADJUSTED
 MN0227  ______________________________________________________________________
 MN0227  GEOID HEIGHT    -        -18.405 (meters)                     GEOID18
 MN0227  DYNAMIC HEIGHT  -       1484.519 (meters)     4870.46  (feet) COMP
 MN0227  MODELED GRAVITY -    979,820.7   (mgal)                       NAVD 88
 MN0227
 MN0227  VERT ORDER      -  SECOND    CLASS 0
 MN0227
 MN0227.The horizontal coordinates were scaled from a map and have
 MN0227.an estimated accuracy of +/- 6 seconds.
 MN0227
 MN0227.The orthometric height was determined by differential leveling and
 MN0227.adjusted by the NATIONAL GEODETIC SURVEY
 MN0227.in June 1991.
 MN0227
 MN0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0227.GEOID18 height accuracy estimate available here.
 MN0227
 MN0227.Click photographs - Photos may exist for this station.
 MN0227
 MN0227.The dynamic height is computed by dividing the NAVD 88
 MN0227.geopotential number by the normal gravity value computed on the
 MN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0227.degrees latitude (g = 980.6199 gals.).
 MN0227
 MN0227.The modeled gravity was interpolated from observed gravity values.
 MN0227
 MN0227;                    North         East    Units  Estimated Accuracy
 MN0227;SPC NE       -   161,980.      173,170.      MT  (+/- 180 meters Scaled)
 MN0227
 MN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF921644(NAD 83)
 MN0227
 MN0227                          SUPERSEDED SURVEY CONTROL
 MN0227
 MN0227  NGVD 29 (??/??/92) 1484.893  (m)         4871.69   (f) ADJ UNCH    2 0
 MN0227
 MN0227.Superseded values are not recommended for survey control.
 MN0227
 MN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0227.See file dsdata.pdf to determine how the superseded data were derived.
 MN0227
 MN0227_MARKER: DB = BENCH MARK DISK
 MN0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0227_SP_SET: BRIDGE
 MN0227_STAMPING: D 76 1934
 MN0227_MARK LOGO: CGS
 MN0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0227
 MN0227  HISTORY     - Date     Condition        Report By
 MN0227  HISTORY     - 1934     MONUMENTED       CGS
 MN0227
 MN0227                          STATION DESCRIPTION
 MN0227
 MN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0227'0.7 MI W FROM BUSHNELL.
 MN0227'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0227'AT BUSHNELL, KIMBALL COUNTY, 0.2 MILE WEST OF MILEPOST 457, AT
 MN0227'BRIDGE 157, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 MN0227'END, 7.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 6
 MN0227'INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 76 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0207 ***********************************************************************
 MN0207  DESIGNATION -  D 77
 MN0207  PID         -  MN0207
 MN0207  STATE/COUNTY-  NE/CHEYENNE
 MN0207  COUNTRY     -  US
 MN0207  USGS QUAD   -  BROWNSON (2017)
 MN0207
 MN0207                         *CURRENT SURVEY CONTROL
 MN0207  ______________________________________________________________________
 MN0207* NAD 83(1986) POSITION- 41 08 42.     (N) 103 01 11.     (W)   SCALED
 MN0207* NAVD 88 ORTHO HEIGHT -  1260.881 (meters)     4136.74  (feet) ADJUSTED
 MN0207  ______________________________________________________________________
 MN0207  GEOID HEIGHT    -        -19.753 (meters)                     GEOID18
 MN0207  DYNAMIC HEIGHT  -       1259.985 (meters)     4133.80  (feet) COMP
 MN0207  MODELED GRAVITY -    979,869.3   (mgal)                       NAVD 88
 MN0207
 MN0207  VERT ORDER      -  SECOND    CLASS 0
 MN0207
 MN0207.The horizontal coordinates were scaled from a map and have
 MN0207.an estimated accuracy of +/- 6 seconds.
 MN0207
 MN0207.The orthometric height was determined by differential leveling and
 MN0207.adjusted by the NATIONAL GEODETIC SURVEY
 MN0207.in June 1991.
 MN0207
 MN0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0207.GEOID18 height accuracy estimate available here.
 MN0207
 MN0207.Click photographs - Photos may exist for this station.
 MN0207
 MN0207.The dynamic height is computed by dividing the NAVD 88
 MN0207.geopotential number by the normal gravity value computed on the
 MN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0207.degrees latitude (g = 980.6199 gals.).
 MN0207
 MN0207.The modeled gravity was interpolated from observed gravity values.
 MN0207
 MN0207;                    North         East    Units  Estimated Accuracy
 MN0207;SPC NE       -   150,050.      246,630.      MT  (+/- 180 meters Scaled)
 MN0207
 MN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF661567(NAD 83)
 MN0207
 MN0207                          SUPERSEDED SURVEY CONTROL
 MN0207
 MN0207  NGVD 29 (??/??/92) 1260.280  (m)         4134.77   (f) ADJ UNCH    2 0
 MN0207
 MN0207.Superseded values are not recommended for survey control.
 MN0207
 MN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0207.See file dsdata.pdf to determine how the superseded data were derived.
 MN0207
 MN0207_MARKER: DB = BENCH MARK DISK
 MN0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0207_STAMPING: D 77 1934
 MN0207_MARK LOGO: CGS
 MN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0207+STABILITY: SURFACE MOTION
 MN0207
 MN0207  HISTORY     - Date     Condition        Report By
 MN0207  HISTORY     - 1934     MONUMENTED       CGS
 MN0207  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0207  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0207
 MN0207                          STATION DESCRIPTION
 MN0207
 MN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0207'2.8 MI W FROM SIDNEY.
 MN0207'2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0207'AT SIDNEY, CHEYENNE COUNTY, 0.2 MILE EAST OF MILEPOST 410, 43.3
 MN0207'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET NORTHWEST OF A
 MN0207'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MN0207'STAMPED D 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0207
 MN0207                          STATION RECOVERY (1972)
 MN0207
 MN0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0207'MARK NOT FOUND.
 MN0207
 MN0207                          STATION RECOVERY (1985)
 MN0207
 MN0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0207'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0546 ***********************************************************************
 MK0546  DESIGNATION -  D 78
 MK0546  PID         -  MK0546
 MK0546  STATE/COUNTY-  NE/SARPY
 MK0546  COUNTRY     -  US
 MK0546  USGS QUAD   -  RALSTON (2017)
 MK0546
 MK0546                         *CURRENT SURVEY CONTROL
 MK0546  ______________________________________________________________________
 MK0546* NAD 83(1986) POSITION- 41 09 29.     (N) 096 02 32.     (W)   SCALED
 MK0546* NAVD 88 ORTHO HEIGHT -   313.711 (meters)     1029.23  (feet) ADJUSTED
 MK0546  ______________________________________________________________________
 MK0546  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 MK0546  DYNAMIC HEIGHT  -        313.581 (meters)     1028.81  (feet) COMP
 MK0546  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 MK0546
 MK0546  VERT ORDER      -  SECOND    CLASS 0
 MK0546
 MK0546.The horizontal coordinates were scaled from a map and have
 MK0546.an estimated accuracy of +/- 6 seconds.
 MK0546
 MK0546.The orthometric height was determined by differential leveling and
 MK0546.adjusted by the NATIONAL GEODETIC SURVEY
 MK0546.in June 1991.
 MK0546
 MK0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0546.GEOID18 height accuracy estimate available here.
 MK0546
 MK0546.Click photographs - Photos may exist for this station.
 MK0546
 MK0546.The dynamic height is computed by dividing the NAVD 88
 MK0546.geopotential number by the normal gravity value computed on the
 MK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0546.degrees latitude (g = 980.6199 gals.).
 MK0546
 MK0546.The modeled gravity was interpolated from observed gravity values.
 MK0546
 MK0546;                    North         East    Units  Estimated Accuracy
 MK0546;SPC NE       -   154,680.      831,970.      MT  (+/- 180 meters Scaled)
 MK0546
 MK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL481605(NAD 83)
 MK0546
 MK0546                          SUPERSEDED SURVEY CONTROL
 MK0546
 MK0546  NGVD 29 (??/??/92)  313.602  (m)         1028.88   (f) ADJ UNCH    2 0
 MK0546
 MK0546.Superseded values are not recommended for survey control.
 MK0546
 MK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0546.See file dsdata.pdf to determine how the superseded data were derived.
 MK0546
 MK0546_MARKER: DB = BENCH MARK DISK
 MK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0546_STAMPING: D 78 1934
 MK0546_MARK LOGO: CGS
 MK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0546+STABILITY: SURFACE MOTION
 MK0546
 MK0546  HISTORY     - Date     Condition        Report By
 MK0546  HISTORY     - 1934     MONUMENTED       CGS
 MK0546  HISTORY     - 1972     GOOD             LOCSUR
 MK0546
 MK0546                          STATION DESCRIPTION
 MK0546
 MK0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0546'IN PAPILLION.
 MK0546'ALONG THE UNION PACIFIC RAILROAD BETWEEN GILMORE AND MILLARD,
 MK0546'NEBRASKA, IN PARK ACROSS THE TRACK FROM THE DEPOT AT PAPILLION,
 MK0546'132.8 FEET NORTHWEST OF NORTHWEST CORNER OF DEPOT, 77.1 FEET
 MK0546'NORTH OF NORTH RAIL, 10 FEET ABOVE TRACK LEVEL, AND 6.8 FEET
 MK0546'NORTHEAST OF TELEPHONE POLE.
 MK0546
 MK0546                          STATION RECOVERY (1972)
 MK0546
 MK0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MK0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0372 ***********************************************************************
 LG0372  DESIGNATION -  D 80
 LG0372  PID         -  LG0372
 LG0372  STATE/COUNTY-  NE/LANCASTER
 LG0372  COUNTRY     -  US
 LG0372  USGS QUAD   -  WALTON (2017)
 LG0372
 LG0372                         *CURRENT SURVEY CONTROL
 LG0372  ______________________________________________________________________
 LG0372* NAD 83(1986) POSITION- 40 52 20.     (N) 096 36 48.     (W)   SCALED
 LG0372* NAVD 88 ORTHO HEIGHT -   346.147 (meters)     1135.65  (feet) ADJUSTED
 LG0372  ______________________________________________________________________
 LG0372  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 LG0372  DYNAMIC HEIGHT  -        346.000 (meters)     1135.17  (feet) COMP
 LG0372  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 LG0372
 LG0372  VERT ORDER      -  SECOND    CLASS 0
 LG0372
 LG0372.The horizontal coordinates were scaled from a map and have
 LG0372.an estimated accuracy of +/- 6 seconds.
 LG0372
 LG0372.The orthometric height was determined by differential leveling and
 LG0372.adjusted by the NATIONAL GEODETIC SURVEY
 LG0372.in June 1991.
 LG0372
 LG0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0372.GEOID18 height accuracy estimate available here.
 LG0372
 LG0372.Click photographs - Photos may exist for this station.
 LG0372
 LG0372.The dynamic height is computed by dividing the NAVD 88
 LG0372.geopotential number by the normal gravity value computed on the
 LG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0372.degrees latitude (g = 980.6199 gals.).
 LG0372
 LG0372.The modeled gravity was interpolated from observed gravity values.
 LG0372
 LG0372;                    North         East    Units  Estimated Accuracy
 LG0372;SPC NE       -   120,930.      785,330.      MT  (+/- 180 meters Scaled)
 LG0372
 LG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL011273(NAD 83)
 LG0372
 LG0372                          SUPERSEDED SURVEY CONTROL
 LG0372
 LG0372  NGVD 29 (??/??/92)  346.046  (m)         1135.32   (f) ADJ UNCH    2 0
 LG0372
 LG0372.Superseded values are not recommended for survey control.
 LG0372
 LG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0372.See file dsdata.pdf to determine how the superseded data were derived.
 LG0372
 LG0372_MARKER: DB = BENCH MARK DISK
 LG0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0372_STAMPING: D 80 1935
 LG0372_MARK LOGO: CGS
 LG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0372+STABILITY: SURFACE MOTION
 LG0372
 LG0372  HISTORY     - Date     Condition        Report By
 LG0372  HISTORY     - 1935     MONUMENTED       CGS
 LG0372  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0372
 LG0372                          STATION DESCRIPTION
 LG0372
 LG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0372'1.8 MI NE FROM HAVELOCK.
 LG0372'1.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0372'RAILROAD FROM THE STATION AT HAVELOCK, LANCASTER COUNTY, 83.3
 LG0372'FEET EAST OF MILEPOST 53, 47.6 FEET SOUTHEAST OF THE SOUTHEAST
 LG0372'RAIL, 22.4 FEET SOUTH OF A POLE, AND ABOUT 5 FEET LOWER THAN THE
 LG0372'TRACK.  A STANDARD DISK, STAMPED D 80 1935 AND SET IN THE TOP
 LG0372'OF A CONCRETE POST.
 LG0372
 LG0372                          STATION RECOVERY (1964)
 LG0372
 LG0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0532 ***********************************************************************
 LG0532  DESIGNATION -  D 81
 LG0532  PID         -  LG0532
 LG0532  STATE/COUNTY-  NE/SEWARD
 LG0532  COUNTRY     -  US
 LG0532  USGS QUAD   -  SEWARD (2017)
 LG0532
 LG0532                         *CURRENT SURVEY CONTROL
 LG0532  ______________________________________________________________________
 LG0532* NAD 83(1986) POSITION- 40 55 42.     (N) 097 04 58.     (W)   SCALED
 LG0532* NAVD 88 ORTHO HEIGHT -   445.628 (meters)     1462.03  (feet) ADJUSTED
 LG0532  ______________________________________________________________________
 LG0532  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 LG0532  DYNAMIC HEIGHT  -        445.394 (meters)     1461.26  (feet) COMP
 LG0532  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 LG0532
 LG0532  VERT ORDER      -  SECOND    CLASS 0
 LG0532
 LG0532.The horizontal coordinates were scaled from a map and have
 LG0532.an estimated accuracy of +/- 6 seconds.
 LG0532
 LG0532.The orthometric height was determined by differential leveling and
 LG0532.adjusted by the NATIONAL GEODETIC SURVEY
 LG0532.in June 1991.
 LG0532
 LG0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0532.GEOID18 height accuracy estimate available here.
 LG0532
 LG0532.Click photographs - Photos may exist for this station.
 LG0532
 LG0532.The dynamic height is computed by dividing the NAVD 88
 LG0532.geopotential number by the normal gravity value computed on the
 LG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0532.degrees latitude (g = 980.6199 gals.).
 LG0532
 LG0532.The modeled gravity was interpolated from observed gravity values.
 LG0532
 LG0532;                    North         East    Units  Estimated Accuracy
 LG0532;SPC NE       -   125,720.      745,590.      MT  (+/- 180 meters Scaled)
 LG0532
 LG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL614325(NAD 83)
 LG0532
 LG0532                          SUPERSEDED SURVEY CONTROL
 LG0532
 LG0532  NGVD 29 (??/??/92)  445.447  (m)         1461.44   (f) ADJ UNCH    2 0
 LG0532
 LG0532.Superseded values are not recommended for survey control.
 LG0532
 LG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0532.See file dsdata.pdf to determine how the superseded data were derived.
 LG0532
 LG0532_MARKER: DB = BENCH MARK DISK
 LG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0532_STAMPING: D 81 1935
 LG0532_MARK LOGO: CGS
 LG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0532+STABILITY: SURFACE MOTION
 LG0532
 LG0532  HISTORY     - Date     Condition        Report By
 LG0532  HISTORY     - 1935     MONUMENTED       CGS
 LG0532
 LG0532                          STATION DESCRIPTION
 LG0532
 LG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0532'2.1 MI N FROM SEWARD.
 LG0532'2.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0532'THE STATION AT SEWARD, SEWARD COUNTY, 91.8 FEET SOUTHWEST OF A
 LG0532'RAILROAD CROSSING, 10 RAILS SOUTH OF CULVERT C 66, 55.3 FEET
 LG0532'WEST OF THE WEST RAIL, AND 2.6 FEET NORTH OF A FENCE.  A STANDARD
 LG0532'DISK, STAMPED D 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0987 ***********************************************************************
 MK0987  DESIGNATION -  D 82
 MK0987  PID         -  MK0987
 MK0987  STATE/COUNTY-  NE/BUTLER
 MK0987  COUNTRY     -  US
 MK0987  USGS QUAD   -  LOMA (2017)
 MK0987
 MK0987                         *CURRENT SURVEY CONTROL
 MK0987  ______________________________________________________________________
 MK0987* NAD 83(1986) POSITION- 41 12 21.     (N) 096 57 54.     (W)   SCALED
 MK0987* NAVD 88 ORTHO HEIGHT -   498.636 (meters)     1635.94  (feet) ADJUSTED
 MK0987  ______________________________________________________________________
 MK0987  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 MK0987  DYNAMIC HEIGHT  -        498.393 (meters)     1635.14  (feet) COMP
 MK0987  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 MK0987
 MK0987  VERT ORDER      -  SECOND    CLASS 0
 MK0987
 MK0987.The horizontal coordinates were scaled from a map and have
 MK0987.an estimated accuracy of +/- 6 seconds.
 MK0987
 MK0987.The orthometric height was determined by differential leveling and
 MK0987.adjusted by the NATIONAL GEODETIC SURVEY
 MK0987.in June 1991.
 MK0987
 MK0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0987.GEOID18 height accuracy estimate available here.
 MK0987
 MK0987.Click photographs - Photos may exist for this station.
 MK0987
 MK0987.The dynamic height is computed by dividing the NAVD 88
 MK0987.geopotential number by the normal gravity value computed on the
 MK0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0987.degrees latitude (g = 980.6199 gals.).
 MK0987
 MK0987.The modeled gravity was interpolated from observed gravity values.
 MK0987
 MK0987;                    North         East    Units  Estimated Accuracy
 MK0987;SPC NE       -   156,850.      754,420.      MT  (+/- 180 meters Scaled)
 MK0987
 MK0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL706636(NAD 83)
 MK0987
 MK0987                          SUPERSEDED SURVEY CONTROL
 MK0987
 MK0987  NGVD 29 (??/??/92)  498.459  (m)         1635.36   (f) ADJ UNCH    2 0
 MK0987
 MK0987.Superseded values are not recommended for survey control.
 MK0987
 MK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0987.See file dsdata.pdf to determine how the superseded data were derived.
 MK0987
 MK0987_MARKER: DB = BENCH MARK DISK
 MK0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0987_STAMPING: D 82 1935
 MK0987_MARK LOGO: CGS
 MK0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0987+STABILITY: SURFACE MOTION
 MK0987
 MK0987  HISTORY     - Date     Condition        Report By
 MK0987  HISTORY     - 1935     MONUMENTED       CGS
 MK0987
 MK0987                          STATION DESCRIPTION
 MK0987
 MK0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0987'3.5 MI NE FROM BRAINARD.
 MK0987'3.5 MILES NORTHEAST OF BRAINARD BY HIGHWAY.  ALONG NEBRASKA
 MK0987'STATE HIGHWAY NUMBER 16 BETWEEN BRAINARD AND WAHOO, NEAR T
 MK0987'INTERSECTION OF HIGHWAY AND COUNTY ROAD, 2.0 MILES EAST OF
 MK0987'JUNCTION OF UNION PACIFIC AND CHICAGO AND NORTH WESTERN RAILROADS,
 MK0987'163.7 FEET NORTHEAST OF CENTER OF ROAD INTERSECTION, 40.2 FEET
 MK0987'NORTH OF CENTER LINE OF HIGHWAY 16, AND 4.0 FEET ABOVE THE
 MK0987'SURFACE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0989 ***********************************************************************
 MK0989  DESIGNATION -  D 82 RESET
 MK0989  PID         -  MK0989
 MK0989  STATE/COUNTY-  NE/BUTLER
 MK0989  COUNTRY     -  US
 MK0989  USGS QUAD   -  LOMA (2017)
 MK0989
 MK0989                         *CURRENT SURVEY CONTROL
 MK0989  ______________________________________________________________________
 MK0989* NAD 83(1986) POSITION- 41 12 20.     (N) 096 57 54.     (W)   SCALED
 MK0989* NAVD 88 ORTHO HEIGHT -   498.85  (meters)     1636.6   (feet) RESET
 MK0989  ______________________________________________________________________
 MK0989  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 MK0989  VERT ORDER      -  THIRD
 MK0989
 MK0989.The horizontal coordinates were scaled from a map and have
 MK0989.an estimated accuracy of +/- 6 seconds.
 MK0989
 MK0989.The orthometric height was computed from unverified reset data.
 MK0989
 MK0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0989.GEOID18 height accuracy estimate available here.
 MK0989
 MK0989.Click photographs - Photos may exist for this station.
 MK0989
 MK0989;                    North         East    Units  Estimated Accuracy
 MK0989;SPC NE       -   156,820.      754,420.      MT  (+/- 180 meters Scaled)
 MK0989
 MK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL706635(NAD 83)
 MK0989
 MK0989                          SUPERSEDED SURVEY CONTROL
 MK0989
 MK0989  NGVD 29 (??/??/??)  498.67   (m)         1636.1    (f) RESET       3  
 MK0989
 MK0989.Superseded values are not recommended for survey control.
 MK0989
 MK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0989.See file dsdata.pdf to determine how the superseded data were derived.
 MK0989
 MK0989_MARKER: DB = BENCH MARK DISK
 MK0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0989_STAMPING: D 82 RESET 1963
 MK0989_MARK LOGO: CGS
 MK0989_PROJECTION: FLUSH
 MK0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0989+STABILITY: SURFACE MOTION
 MK0989
 MK0989  HISTORY     - Date     Condition        Report By
 MK0989  HISTORY     - 1963     MONUMENTED       NEDR
 MK0989
 MK0989                          STATION DESCRIPTION
 MK0989
 MK0989'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0989'3.4 MI N FROM BRAINARD.
 MK0989'0.05 MILE WEST ALONG A ROAD FROM THE CHICAGO AND NORTH WESTERN
 MK0989'RAILROAD STATION AT BRAINARD, THENCE 1.45 MILES NORTH ALONG
 MK0989'STATE SPUR 392, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30 ALT.,
 MK0989'291 FEET NORTHEAST OF A ROAD CROSSING, ON RIGHT OF WAY LINE 60
 MK0989'FEET NORTH OF CENTERLINE OF HIGHWAY, 2.6 FEET WEST OF A METAL
 MK0989'WITNESS POST WITH SIGN, AND SET IN TOP OF A ROUND CONCRETE POST
 MK0989'FLUSH WITH THE GROUND AND ABOUT 5 FEET HIGHER THAN HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0491 ***********************************************************************
 LG0491  DESIGNATION -  D 83
 LG0491  PID         -  LG0491
 LG0491  STATE/COUNTY-  NE/SEWARD
 LG0491  COUNTRY     -  US
 LG0491  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0491
 LG0491                         *CURRENT SURVEY CONTROL
 LG0491  ______________________________________________________________________
 LG0491* NAD 83(1986) POSITION- 40 48 01.     (N) 097 16 11.     (W)   SCALED
 LG0491* NAVD 88 ORTHO HEIGHT -   467.101 (meters)     1532.48  (feet) ADJUSTED
 LG0491  ______________________________________________________________________
 LG0491  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 LG0491  DYNAMIC HEIGHT  -        466.849 (meters)     1531.65  (feet) COMP
 LG0491  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 LG0491
 LG0491  VERT ORDER      -  SECOND    CLASS 0
 LG0491
 LG0491.The horizontal coordinates were scaled from a map and have
 LG0491.an estimated accuracy of +/- 6 seconds.
 LG0491
 LG0491.The orthometric height was determined by differential leveling and
 LG0491.adjusted by the NATIONAL GEODETIC SURVEY
 LG0491.in June 1991.
 LG0491
 LG0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0491.GEOID18 height accuracy estimate available here.
 LG0491
 LG0491.Click photographs - Photos may exist for this station.
 LG0491
 LG0491.The dynamic height is computed by dividing the NAVD 88
 LG0491.geopotential number by the normal gravity value computed on the
 LG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0491.degrees latitude (g = 980.6199 gals.).
 LG0491
 LG0491.The modeled gravity was interpolated from observed gravity values.
 LG0491
 LG0491;                    North         East    Units  Estimated Accuracy
 LG0491;SPC NE       -   110,990.      730,310.      MT  (+/- 180 meters Scaled)
 LG0491
 LG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL459180(NAD 83)
 LG0491
 LG0491                          SUPERSEDED SURVEY CONTROL
 LG0491
 LG0491  NGVD 29 (??/??/92)  466.919  (m)         1531.88   (f) ADJ UNCH    2 0
 LG0491
 LG0491.Superseded values are not recommended for survey control.
 LG0491
 LG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0491.See file dsdata.pdf to determine how the superseded data were derived.
 LG0491
 LG0491_MARKER: DB = BENCH MARK DISK
 LG0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0491_STAMPING: D 83 1935
 LG0491_MARK LOGO: CGS
 LG0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0491+STABILITY: SURFACE MOTION
 LG0491
 LG0491  HISTORY     - Date     Condition        Report By
 LG0491  HISTORY     - 1935     MONUMENTED       CGS
 LG0491  HISTORY     - 1941     GOOD             CGS
 LG0491
 LG0491                          STATION DESCRIPTION
 LG0491
 LG0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0491'1.8 MI NE FROM BEAVER CROSSING.
 LG0491'1.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0491'FROM THE STATION AT BEAVER CROSSING, SEWARD COUNTY, 0.2 MILE
 LG0491'WEST OF A FARMHOUSE, 390 FEET NORTH OF BRIDGE B 77-1/3, 58.7
 LG0491'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 21.3 FEET EAST
 LG0491'OF THE EAST RAIL, AND 31 FEET WEST OF A FENCE.  A STANDARD DISK,
 LG0491'STAMPED D 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0491
 LG0491                          STATION RECOVERY (1941)
 LG0491
 LG0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1647 ***********************************************************************
 MK1647  DESIGNATION -  D 85
 MK1647  PID         -  MK1647
 MK1647  STATE/COUNTY-  NE/BOONE
 MK1647  COUNTRY     -  US
 MK1647  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1647
 MK1647                         *CURRENT SURVEY CONTROL
 MK1647  ______________________________________________________________________
 MK1647* NAD 83(1986) POSITION- 41 37 07.     (N) 097 54 22.     (W)   SCALED
 MK1647* NAVD 88 ORTHO HEIGHT -   516.074 (meters)     1693.15  (feet) ADJUSTED
 MK1647  ______________________________________________________________________
 MK1647  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 MK1647  DYNAMIC HEIGHT  -        515.848 (meters)     1692.41  (feet) COMP
 MK1647  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 MK1647
 MK1647  VERT ORDER      -  SECOND    CLASS 0
 MK1647
 MK1647.The horizontal coordinates were scaled from a map and have
 MK1647.an estimated accuracy of +/- 6 seconds.
 MK1647
 MK1647.The orthometric height was determined by differential leveling and
 MK1647.adjusted by the NATIONAL GEODETIC SURVEY
 MK1647.in June 1991.
 MK1647
 MK1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1647.GEOID18 height accuracy estimate available here.
 MK1647
 MK1647.Click photographs - Photos may exist for this station.
 MK1647
 MK1647.The dynamic height is computed by dividing the NAVD 88
 MK1647.geopotential number by the normal gravity value computed on the
 MK1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1647.degrees latitude (g = 980.6199 gals.).
 MK1647
 MK1647.The modeled gravity was interpolated from observed gravity values.
 MK1647
 MK1647;                    North         East    Units  Estimated Accuracy
 MK1647;SPC NE       -   200,320.      674,440.      MT  (+/- 180 meters Scaled)
 MK1647
 MK1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM911080(NAD 83)
 MK1647
 MK1647                          SUPERSEDED SURVEY CONTROL
 MK1647
 MK1647  NGVD 29 (??/??/92)  515.864  (m)         1692.46   (f) ADJ UNCH    2 0
 MK1647
 MK1647.Superseded values are not recommended for survey control.
 MK1647
 MK1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1647.See file dsdata.pdf to determine how the superseded data were derived.
 MK1647
 MK1647_MARKER: DB = BENCH MARK DISK
 MK1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1647_STAMPING: D 85 1935
 MK1647_MARK LOGO: CGS
 MK1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1647+STABILITY: SURFACE MOTION
 MK1647
 MK1647  HISTORY     - Date     Condition        Report By
 MK1647  HISTORY     - 1935     MONUMENTED       CGS
 MK1647  HISTORY     - 1950     GOOD             CGS
 MK1647
 MK1647                          STATION DESCRIPTION
 MK1647
 MK1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1647'0.6 MI S FROM BOONE.
 MK1647'ALONG THE UNION PACIFIC RAILWAY BETWEEN ALBION AND ST. EDWARDS,
 MK1647'126 FEET SOUTH OF BRIDGE 26+67, 30.8 FEET SOUTHWEST OF CROSSING,
 MK1647'18.5 FEET WEST OF THE WEST RAIL, 4.6 FEET NORTH OF THE FENCE.
 MK1647
 MK1647                          STATION RECOVERY (1950)
 MK1647
 MK1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0065 ***********************************************************************
 ML0065  DESIGNATION -  D 86
 ML0065  PID         -  ML0065
 ML0065  STATE/COUNTY-  NE/BOONE
 ML0065  COUNTRY     -  US
 ML0065  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0065
 ML0065                         *CURRENT SURVEY CONTROL
 ML0065  ______________________________________________________________________
 ML0065* NAD 83(1986) POSITION- 41 32 37.     (N) 098 08 18.     (W)   SCALED
 ML0065* NAVD 88 ORTHO HEIGHT -   544.100 (meters)     1785.10  (feet) ADJUSTED
 ML0065  ______________________________________________________________________
 ML0065  GEOID HEIGHT    -        -24.641 (meters)                     GEOID18
 ML0065  DYNAMIC HEIGHT  -        543.847 (meters)     1784.27  (feet) COMP
 ML0065  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 ML0065
 ML0065  VERT ORDER      -  SECOND    CLASS 0
 ML0065
 ML0065.The horizontal coordinates were scaled from a map and have
 ML0065.an estimated accuracy of +/- 6 seconds.
 ML0065
 ML0065.The orthometric height was determined by differential leveling and
 ML0065.adjusted by the NATIONAL GEODETIC SURVEY
 ML0065.in June 1991.
 ML0065
 ML0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0065.GEOID18 height accuracy estimate available here.
 ML0065
 ML0065.Click photographs - Photos may exist for this station.
 ML0065
 ML0065.The dynamic height is computed by dividing the NAVD 88
 ML0065.geopotential number by the normal gravity value computed on the
 ML0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0065.degrees latitude (g = 980.6199 gals.).
 ML0065
 ML0065.The modeled gravity was interpolated from observed gravity values.
 ML0065
 ML0065;                    North         East    Units  Estimated Accuracy
 ML0065;SPC NE       -   191,560.      655,270.      MT  (+/- 180 meters Scaled)
 ML0065
 ML0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL718994(NAD 83)
 ML0065
 ML0065                          SUPERSEDED SURVEY CONTROL
 ML0065
 ML0065  NGVD 29 (??/??/92)  543.870  (m)         1784.35   (f) ADJ UNCH    2 0
 ML0065
 ML0065.Superseded values are not recommended for survey control.
 ML0065
 ML0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0065.See file dsdata.pdf to determine how the superseded data were derived.
 ML0065
 ML0065_MARKER: DB = BENCH MARK DISK
 ML0065_STAMPING: D 86 1935
 ML0065_MARK LOGO: CGS
 ML0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0065
 ML0065  HISTORY     - Date     Condition        Report By
 ML0065  HISTORY     - 1935     MONUMENTED       CGS
 ML0065  HISTORY     - 1958     GOOD             CGS
 ML0065  HISTORY     - 20110125 MARK NOT FOUND   NEDR
 ML0065
 ML0065                          STATION DESCRIPTION
 ML0065
 ML0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ML0065'1.3 MI SE FROM CEDAR RAPIDS.
 ML0065'THE MARK IS LOCATED ABOUT 1.3 MILES SOUTHEAST ALONG THE UNION
 ML0065'PACIFIC RAILROAD FROM THE DEPOT IN CEDAR RAPIDS.  IT IS 65.2 FEET
 ML0065'NORTH OF THE NORTH EDGE OF A WOODEN RAILROAD BRIDGE, 36 FEET
 ML0065'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 25.0 FEET
 ML0065'EAST OF THE EAST RAIL OF THE TRACKS, AND 14.0 FEET SOUTH OF THE
 ML0065'SOUTHWEST 1 OF 2 TELEPHONE POLES.
 ML0065
 ML0065                          STATION RECOVERY (2011)
 ML0065
 ML0065'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 ML0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1406 ***********************************************************************
 MK1406  DESIGNATION -  D 87
 MK1406  PID         -  MK1406
 MK1406  STATE/COUNTY-  NE/PLATTE
 MK1406  COUNTRY     -  US
 MK1406  USGS QUAD   -  MONROE (2017)
 MK1406
 MK1406                         *CURRENT SURVEY CONTROL
 MK1406  ______________________________________________________________________
 MK1406* NAD 83(1986) POSITION- 41 28 11.     (N) 097 31 09.     (W)   SCALED
 MK1406* NAVD 88 ORTHO HEIGHT -   454.886 (meters)     1492.41  (feet) ADJUSTED
 MK1406  ______________________________________________________________________
 MK1406  GEOID HEIGHT    -        -25.189 (meters)                     GEOID18
 MK1406  DYNAMIC HEIGHT  -        454.686 (meters)     1491.75  (feet) COMP
 MK1406  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 MK1406
 MK1406  VERT ORDER      -  SECOND    CLASS 0
 MK1406
 MK1406.The horizontal coordinates were scaled from a map and have
 MK1406.an estimated accuracy of +/- 6 seconds.
 MK1406
 MK1406.The orthometric height was determined by differential leveling and
 MK1406.adjusted by the NATIONAL GEODETIC SURVEY
 MK1406.in June 1991.
 MK1406
 MK1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1406.GEOID18 height accuracy estimate available here.
 MK1406
 MK1406.Click photographs - Photos may exist for this station.
 MK1406
 MK1406.The dynamic height is computed by dividing the NAVD 88
 MK1406.geopotential number by the normal gravity value computed on the
 MK1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1406.degrees latitude (g = 980.6199 gals.).
 MK1406
 MK1406.The modeled gravity was interpolated from observed gravity values.
 MK1406
 MK1406;                    North         East    Units  Estimated Accuracy
 MK1406;SPC NE       -   184,650.      707,140.      MT  (+/- 180 meters Scaled)
 MK1406
 MK1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL236919(NAD 83)
 MK1406
 MK1406                          SUPERSEDED SURVEY CONTROL
 MK1406
 MK1406  NGVD 29 (??/??/92)  454.70   (m)         1491.8    (f) COMPUTED    2 0
 MK1406
 MK1406.Superseded values are not recommended for survey control.
 MK1406
 MK1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1406.See file dsdata.pdf to determine how the superseded data were derived.
 MK1406
 MK1406_MARKER: DB = BENCH MARK DISK
 MK1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1406_STAMPING: D 87 1935
 MK1406_MARK LOGO: CGS
 MK1406_PROJECTION: FLUSH
 MK1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1406+STABILITY: SURFACE MOTION
 MK1406
 MK1406  HISTORY     - Date     Condition        Report By
 MK1406  HISTORY     - 1935     MONUMENTED       CGS
 MK1406  HISTORY     - 1950     GOOD             CGS
 MK1406  HISTORY     - 1958     MARK NOT FOUND   USGS
 MK1406
 MK1406                          STATION DESCRIPTION
 MK1406
 MK1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1406'AT OCONEE.
 MK1406'AT OCONEE, JUST NORTH OF AN EAST AND WEST ROAD CROSSING, 196 FEET
 MK1406'NORTH OF THE CENTER LINE OF THE ROAD, 52 FEET SOUTHWEST OF THE
 MK1406'FIFTH POLE SOUTHEAST OF THE OCONEE STATION SIGNPOST, 20.5 FEET
 MK1406'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 1 FOOT SOUTHEAST
 MK1406'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK1406'FLUSH WITH THE GROUND.
 MK1406
 MK1406                          STATION RECOVERY (1958)
 MK1406
 MK1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0203 ***********************************************************************
 MN0203  DESIGNATION -  D 9
 MN0203  PID         -  MN0203
 MN0203  STATE/COUNTY-  NE/CHEYENNE
 MN0203  COUNTRY     -  US
 MN0203  USGS QUAD   -  LORENZO (2017)
 MN0203
 MN0203                         *CURRENT SURVEY CONTROL
 MN0203  ______________________________________________________________________
 MN0203* NAD 83(1986) POSITION- 41 05 25.     (N) 103 02 40.     (W)   SCALED
 MN0203* NAVD 88 ORTHO HEIGHT -  1319.289 (meters)     4328.37  (feet) ADJUSTED
 MN0203  ______________________________________________________________________
 MN0203  GEOID HEIGHT    -        -19.691 (meters)                     GEOID18
 MN0203  DYNAMIC HEIGHT  -       1318.347 (meters)     4325.28  (feet) COMP
 MN0203  MODELED GRAVITY -    979,863.6   (mgal)                       NAVD 88
 MN0203
 MN0203  VERT ORDER      -  FIRST     CLASS II
 MN0203
 MN0203.The horizontal coordinates were scaled from a map and have
 MN0203.an estimated accuracy of +/- 6 seconds.
 MN0203
 MN0203.The orthometric height was determined by differential leveling and
 MN0203.adjusted by the NATIONAL GEODETIC SURVEY
 MN0203.in June 1991.
 MN0203
 MN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0203.GEOID18 height accuracy estimate available here.
 MN0203
 MN0203.Click photographs - Photos may exist for this station.
 MN0203
 MN0203.The dynamic height is computed by dividing the NAVD 88
 MN0203.geopotential number by the normal gravity value computed on the
 MN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0203.degrees latitude (g = 980.6199 gals.).
 MN0203
 MN0203.The modeled gravity was interpolated from observed gravity values.
 MN0203
 MN0203;                    North         East    Units  Estimated Accuracy
 MN0203;SPC NE       -   144,060.      244,340.      MT  (+/- 180 meters Scaled)
 MN0203
 MN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF642506(NAD 83)
 MN0203
 MN0203                          SUPERSEDED SURVEY CONTROL
 MN0203
 MN0203  NGVD 29 (??/??/92) 1318.663  (m)         4326.31   (f) ADJ UNCH    1 2
 MN0203
 MN0203.Superseded values are not recommended for survey control.
 MN0203
 MN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0203.See file dsdata.pdf to determine how the superseded data were derived.
 MN0203
 MN0203_MARKER: DB = BENCH MARK DISK
 MN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0203_STAMPING: 4326.313 D 9 1933
 MN0203_MARK LOGO: CGS
 MN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0203+STABILITY: SURFACE MOTION
 MN0203
 MN0203  HISTORY     - Date     Condition        Report By
 MN0203  HISTORY     - 1933     MONUMENTED       CGS
 MN0203  HISTORY     - 1934     GOOD             CGS
 MN0203  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0203  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0203
 MN0203                          STATION DESCRIPTION
 MN0203
 MN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0203'5.2 MI SW FROM SIDNEY.
 MN0203'5.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0203'RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, 21 POLES
 MN0203'SOUTH OF MILEPOST 80, AT A PRIVATE-ROAD CROSSING, BETWEEN TWO
 MN0203'CUTS, 65 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 19 FEET
 MN0203'NORTH OF THE CENTER OF THE ROAD GATE, AND 1 FOOT EAST OF THE
 MN0203'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4326.313
 MN0203'D 9 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MN0203'PUBLISHED DESCRIPTION OF THE MARK IS CORRECT.  BECAUSE THIS
 MN0203'MARK IS OFF THE MAIN ROAD THE FOLLOWING DIRECTIONS ARE GIVEN.
 MN0203'TO REACH FROM SIDNEY TO WEST 2.0 MILES FROM THE NORTH ENTRANCE
 MN0203'TO THE COUNTRY CLUB, TO A LANDING FIELD, SOUTH 2.0 MILES WEST
 MN0203'1.0 MILE AND SOUTH 1.0 MILE TO A TURN IN THE ROAD.  PROCEED
 MN0203'EAST ABOUT 0.3 MILE ON A PRIVATE ROAD TO THE RAILROAD
 MN0203'RIGHT-OF-WAY.
 MN0203
 MN0203                          STATION RECOVERY (1972)
 MN0203
 MN0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0203'MARK NOT FOUND.
 MN0203
 MN0203                          STATION RECOVERY (1985)
 MN0203
 MN0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0203'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0289 ***********************************************************************
 MK0289  DESIGNATION -  D D 242
 MK0289  PID         -  MK0289
 MK0289  STATE/COUNTY-  NE/BURT
 MK0289  COUNTRY     -  US
 MK0289  USGS QUAD   -  TEKAMAH NW (2017)
 MK0289
 MK0289                         *CURRENT SURVEY CONTROL
 MK0289  ______________________________________________________________________
 MK0289* NAD 83(1986) POSITION- 41 59 19.     (N) 096 14 45.     (W)   SCALED
 MK0289* NAVD 88 ORTHO HEIGHT -   324.239 (meters)     1063.77  (feet) ADJUSTED
 MK0289  ______________________________________________________________________
 MK0289  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 MK0289  DYNAMIC HEIGHT  -        324.124 (meters)     1063.40  (feet) COMP
 MK0289  MODELED GRAVITY -    980,257.2   (mgal)                       NAVD 88
 MK0289
 MK0289  VERT ORDER      -  SECOND    CLASS 0
 MK0289
 MK0289.The horizontal coordinates were scaled from a map and have
 MK0289.an estimated accuracy of +/- 6 seconds.
 MK0289
 MK0289.The orthometric height was determined by differential leveling and
 MK0289.adjusted by the NATIONAL GEODETIC SURVEY
 MK0289.in June 1991.
 MK0289
 MK0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0289.GEOID18 height accuracy estimate available here.
 MK0289
 MK0289.Click photographs - Photos may exist for this station.
 MK0289
 MK0289.The dynamic height is computed by dividing the NAVD 88
 MK0289.geopotential number by the normal gravity value computed on the
 MK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0289.degrees latitude (g = 980.6199 gals.).
 MK0289
 MK0289.The modeled gravity was interpolated from observed gravity values.
 MK0289
 MK0289;                    North         East    Units  Estimated Accuracy
 MK0289;SPC NE       -   246,040.      810,900.      MT  (+/- 180 meters Scaled)
 MK0289
 MK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM281521(NAD 83)
 MK0289
 MK0289                          SUPERSEDED SURVEY CONTROL
 MK0289
 MK0289  NGVD 29 (??/??/92)  324.096  (m)         1063.31   (f) ADJ UNCH    2 0
 MK0289
 MK0289.Superseded values are not recommended for survey control.
 MK0289
 MK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0289.See file dsdata.pdf to determine how the superseded data were derived.
 MK0289
 MK0289_MARKER: DB = BENCH MARK DISK
 MK0289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0289_SP_SET: CULVERT HEADWALL
 MK0289_STAMPING: DD 242 1947
 MK0289_MARK LOGO: USACE
 MK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0289+STABILITY: SURFACE MOTION
 MK0289
 MK0289  HISTORY     - Date     Condition        Report By
 MK0289  HISTORY     - 1947     MONUMENTED       USACE
 MK0289  HISTORY     - 1947     GOOD             CGS
 MK0289
 MK0289                          STATION DESCRIPTION
 MK0289
 MK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0289'1.3 MI S FROM DECATUR.
 MK0289'1.3 MILES SOUTH ALONG U.S. HIGHWAY 73E FROM THE POST OFFICE AT
 MK0289'DECATUR, AT THE INTERSECTION OF STATE HIGHWAY 118, 52.5 FEET
 MK0289'NORTH OF THE CENTER LINE OF STATE HIGHWAY 118 AND 23.0 FEET
 MK0289'WEST OF THE CENTER LINE OF U.S. HIGHWAY 73 E.  A 1.5 INCH BRONZE
 MK0289'DISK SET IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 MK0289'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1124 ***********************************************************************
 ML1124  DESIGNATION -  DAILY
 ML1124  PID         -  ML1124
 ML1124  STATE/COUNTY-  NE/GREELEY
 ML1124  COUNTRY     -  US
 ML1124  USGS QUAD   -  HORACE (2017)
 ML1124
 ML1124                         *CURRENT SURVEY CONTROL
 ML1124  ______________________________________________________________________
 ML1124* NAD 83(1995) POSITION- 41 35 45.18379(N) 098 38 56.67253(W)   ADJUSTED
 ML1124* NAVD 88 ORTHO HEIGHT -   691.2   (meters)     2268.    (feet) VERTCON
 ML1124  ______________________________________________________________________
 ML1124  GEOID HEIGHT    -        -24.272 (meters)                     GEOID18
 ML1124  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 ML1124  HORZ ORDER      -  FIRST
 ML1124
 ML1124.The horizontal coordinates were established by classical geodetic methods
 ML1124.and adjusted by the National Geodetic Survey in August 1997.
 ML1124
 ML1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1124
 ML1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1124.GEOID18 height accuracy estimate available here.
 ML1124
 ML1124.Click photographs - Photos may exist for this station.
 ML1124
 ML1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1124
 ML1124. The following values were computed from the NAD 83(1995) position.
 ML1124
 ML1124;                    North         East     Units Scale Factor Converg.
 ML1124;SPC NE       -   196,567.391   612,587.572   MT  0.99965982   +0 53 42.9
 ML1124;SPC NE       -   644,904.85  2,009,797.73   sFT  0.99965982   +0 53 42.9
 ML1124;UTM  14      - 4,604,968.774   529,245.893   MT  0.99961053   +0 13 58.7
 ML1124
 ML1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1124!SPC NE       -   0.99989541  x   0.99965982  =   0.99955527
 ML1124!UTM  14      -   0.99989541  x   0.99961053  =   0.99950598
 ML1124
 ML1124:                Primary Azimuth Mark                     Grid Az
 ML1124:SPC NE       -  CUSTER                                   061 20 58.9
 ML1124:UTM  14      -  CUSTER                                   062 00 43.1
 ML1124
 ML1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2924504968(NAD 83)
 ML1124
 ML1124|---------------------------------------------------------------------|
 ML1124| PID    Reference Object                     Distance      Geod. Az  |
 ML1124|                                                           dddmmss.s |
 ML1124| ML1119 ERICSON                             APPROX.24.2 KM 0024748.4 |
 ML1124| ML1121 CUSTER                              APPROX. 9.7 KM 0621441.8 |
 ML1124| ML1122 GREELEY CENTER CATH CH SPIRE        APPROX.10.8 KM 1172226.8 |
 ML1124|---------------------------------------------------------------------|
 ML1124
 ML1124                          SUPERSEDED SURVEY CONTROL
 ML1124
 ML1124  NAD 83(1986)-  41 35 45.18981(N)    098 38 56.67867(W) AD(       ) 1
 ML1124  NAD 27      -  41 35 45.15100(N)    098 38 55.40100(W) AD(       ) 1
 ML1124  USSD        -  41 35 45.23600(N)    098 38 55.51600(W) AD(       ) 3
 ML1124  NGVD 29 (07/19/86)  690.9    (m)         2267.     (f) VERT ANG       
 ML1124
 ML1124.Superseded values are not recommended for survey control.
 ML1124
 ML1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1124.See file dsdata.pdf to determine how the superseded data were derived.
 ML1124
 ML1124_MARKER: V = STONE MONUMENT
 ML1124_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1124+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2012
 ML1124
 ML1124  HISTORY     - Date     Condition        Report By
 ML1124  HISTORY     - 1900     MONUMENTED       CGS
 ML1124  HISTORY     - 1927     GOOD             CGS
 ML1124  HISTORY     - 1930     GOOD             CGS
 ML1124  HISTORY     - 1935     GOOD             CGS
 ML1124  HISTORY     - 20120602 GOOD             INDIV
 ML1124
 ML1124                          STATION DESCRIPTION
 ML1124
 ML1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1124'THIS STATION IS ON THE CREST OF A PROMINENT HILL IN THE NW.
 ML1124'1/4 SEC. 25, T. 19 N., R. 12 W., 6 MILES WEST AND 3.5 MILES
 ML1124'NORTH OF GREELEY CENTER, 1/3 MILE TO THE SOUTHWEST OF THE HOUSE
 ML1124'OWNED AND OCCUPIED BY JOHN ANDERSON, AND ON CLAY LAND OWNED
 ML1124'BY MR. DAILY.  AN OLD TRAIL PASSES THE SOUTHWARD OF THE STATION
 ML1124'WITHIN 100 YARDS.  THE AZIMUTHS AND DISTANCES TO CERTAIN
 ML1124'POINTS ARE--TO THE HEAD OF A RAVINE, 280 DEG 35 MIN, ABOUT
 ML1124'103 YARDS.  TO THE SPIRE OF THE CATHOLIC CHURCH IN GREELEY
 ML1124'CENTER, 297 DEG 22 MIN 23 SEC.  TO THE SCHOOLHOUSE AT HORACE,
 ML1124'18 DEG 21 MIN.  TO EVERETTS WINDMILL, 168 DEG 22 MIN, 3/4
 ML1124'MILE.  TO JOHN ANDERSONS WINDMILL 221 DEG 31 MIN, 1/3 MILE.
 ML1124'SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET
 ML1124'LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 ML1124'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE
 ML1124'LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS AN
 ML1124'EARTHENWARE CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE
 ML1124'WITH BOTTOM UPWARD AND WITH A SMALL DRILL HOLE IN THE
 ML1124'BOTTOM.
 ML1124
 ML1124                          STATION RECOVERY (1927)
 ML1124
 ML1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1124'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 ML1124'
 ML1124'STATION IS ON THE CREST OF A PROMINENT HILL IN NW 1/4 SEC.
 ML1124'25, T. 19 N., R. 12 W., 6 MILES WEST AND 3.5 MILES NORTH OF
 ML1124'GREELEY, 1/3 MILE TO THE SOUTHWEST OF HOUSE OWNED AND OCCUPIED
 ML1124'BY C.B. ACKER, AND ON CLAY LAND OWNED BY JOHN STANGER.  AN OLD
 ML1124'TRAIL PASSES TO SOUTHWARD OF STATION WITHIN 100 YARDS.
 ML1124'
 ML1124'TO REACH FROM GREELEY, GO WEST ON THE ROAD TO SCOTIA FOR ABOUT
 ML1124'4-1/2 MILES TO A SCHOOLHOUSE IN THE NORTHWEST CORNER OF THE
 ML1124'ROADS.  TURN NORTH AND GO FOR 3 MILES, THEN WEST AND GO FOR
 ML1124'1 MILE, THEN NORTH ABOUT 1/4 MILE TO A GATE AT THE LEFT,
 ML1124'LEADING INTO A FIELD, PASS THROUGH GATE AND GO 1/2 MILE
 ML1124'THROUGH FIELD TO HOME OF MR. ACKER AND STATION WILL BE SOUTHWEST
 ML1124'OF THIS HOUSE AS DESCRIBED ABOVE.  LUMBER, SUPPLIES AND MAIL
 ML1124'AT GREELEY.
 ML1124'
 ML1124'A 35-FOOT LAMP STAND REQUIRED.
 ML1124
 ML1124                          STATION RECOVERY (1930)
 ML1124
 ML1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1124'STATION AND SURFACE MARK FOUND IN GOOD CONDITION AND THE
 ML1124'ORIGINAL DESCRIPTION IS STILL GOOD EXCEPT AS NOTED BY E.O.
 ML1124'HEATON, IN THE 1927 RECOVERY NOTE.  THE OLD TRAIL MENTIONED
 ML1124'IN PREVIOUS DESCRIPTIONS HAS BEEN DESTROYED AS THE LAND, HAS
 ML1124'BEEN CULTIVATED.
 ML1124'
 ML1124'A 10-METER SIGNAL WAS REQUIRED.
 ML1124
 ML1124                          STATION RECOVERY (1935)
 ML1124
 ML1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1124'STATION RECOVERED APRIL 15, 1935 AS DESCRIBED AND FOUND IN
 ML1124'GOOD CONDITION.  THE ORIGINAL DESCRIPTION REMAINS ACCURATE
 ML1124'EXCEPT THAT THE EARTH SURROUNDING THE SURFACE MARK HAS BEEN
 ML1124'TRAMPLED BY CATTLE AND BLOWN AWAY SO THAT THE MARK NOW PROJECTS
 ML1124'ABOUT 14 INCHES ABOVE THE GROUND.  IT HAS BEEN PROTECTED BY
 ML1124'MEANS OF A STOUT WOODEN FENCE.
 ML1124
 ML1124                          STATION RECOVERY (2012)
 ML1124
 ML1124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JFP)
 ML1124'SURFACE MONUMENT IS AN 8-INCH SQUARE MARBLE POST 30.75 INCHES LONG.
 ML1124'FOUND ON GRASS COVERED HILL HALF EXPOSED AND LEANING.  EXCAVATED AND
 ML1124'FOUND THE LOWER MONUMENT, AN INVERTED EARTHWARE BOWL 10.5 INCHES
 ML1124'DIAMETER AND 4 INCHES TALL WITH A SMALL DRILL HOLE IN CENTER. MARKING
 ML1124'ON BOTTOM WAS REDWING STONEWARE CO.  TIED OUT DRILL HOLE AND LOWERED
 ML1124'THE BOWL TO A DEPTH OF 3.0 FEET.
 ML1124'
 ML1124'PLACED A LAYER OF SAND OVER BOWL.  RESET MARBLE POST IN SAME
 ML1124'HORIZONTAL POSITION AS THE DRILL HOLE IN THE BOWL.  THE TOP OF THE
 ML1124'MARBLE POST IS NOW 1.24 FEET LOWER THAN WHERE FOUND.  PLACED A 2-FOOT
 ML1124'SQUARE CONCRETE PAD AROUND THE MARBLE POST.  TOP OF POST IS
 ML1124'APPROXIMATELY 2 INCHES ABOVE TOP OF CONCRETE PAD.
 ML1124'
 ML1124'ALSO AT A LOCATION 109.38 FEET SOUTH OF THE MARBLE POST A COPPER NAIL
 ML1124'WAS FOUND IN A ROTTED WOOD STAKE.  THIS WAS THE MAGNETIC STATION KNOWN
 ML1124'AS DAILY.  AT THE LOCATION OF THE COPPER NAIL SET A 6-INCH SQUARE
 ML1124'WOODEN BOX 36 INCHES LONG AND FILLED WITH CONCRETE.  PLACED A 3-INCH
 ML1124'BRONZE DISK WITH STAMPING FOR THE NATIONAL GEODETIC SURVEY TO MARK THE
 ML1124'LOCATION OF THE MAGNETIC STATION.  DISK IS STAMPED DAILY 1906-2012.
 ML1124'
 ML1124'THIS PROJECT WAS IN COOPERATION WITH THE ARNOLD MOODY FAMILY WHO OWN
 ML1124'THE LAND.  NEBRASKA SURVEYORS JERRY PENRY AND GENE THOMSEN COORDINATED
 ML1124'THE EVENT AND REMONUMENTATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1723 ***********************************************************************
 NM1723  DESIGNATION -  DAKOTA
 NM1723  PID         -  NM1723
 NM1723  STATE/COUNTY-  NE/DAKOTA
 NM1723  COUNTRY     -  US
 NM1723  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1723
 NM1723                         *CURRENT SURVEY CONTROL
 NM1723  ______________________________________________________________________
 NM1723* NAD 83(1995) POSITION- 42 24 54.55768(N) 096 25 31.39857(W)   ADJUSTED
 NM1723* NAVD 88 ORTHO HEIGHT -   333.    (meters)     1093.    (feet) SCALED
 NM1723  ______________________________________________________________________
 NM1723  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 NM1723  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 NM1723  HORZ ORDER      -  SECOND
 NM1723
 NM1723.The horizontal coordinates were established by classical geodetic methods
 NM1723.and adjusted by the National Geodetic Survey in August 1997.
 NM1723
 NM1723.The orthometric height was scaled from a topographic map.
 NM1723
 NM1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1723.GEOID18 height accuracy estimate available here.
 NM1723
 NM1723.Click photographs - Photos may exist for this station.
 NM1723
 NM1723.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1723
 NM1723. The following values were computed from the NAD 83(1995) position.
 NM1723
 NM1723;                    North         East     Units Scale Factor Converg.
 NM1723;SPC NE       -   292,740.294   794,079.289   MT  0.99978462   +2 22 08.0
 NM1723;SPC NE       -   960,432.11  2,605,241.80   sFT  0.99978462   +2 22 08.0
 NM1723;UTM  14      - 4,699,083.496   711,838.187   MT  1.00015217   +1 44 14.0
 NM1723
 NM1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1723!SPC NE       -   0.99995184  x   0.99978462  =   0.99973647
 NM1723!UTM  14      -   0.99995184  x   1.00015217  =   1.00010400
 NM1723
 NM1723:                Primary Azimuth Mark                     Grid Az
 NM1723:SPC NE       -  DAKOTA AZ MK 3                           272 19 06.7
 NM1723:UTM  14      -  DAKOTA AZ MK 3                           272 57 00.7
 NM1723
 NM1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1183899083(NAD 83)
 NM1723
 NM1723|---------------------------------------------------------------------|
 NM1723| PID    Reference Object                     Distance      Geod. Az  |
 NM1723|                                                           dddmmss.s |
 NM1723| NM1636 SIOUX CITY ST BONIFACE CATH CH      APPROX. 9.5 KM 0032535.3 |
 NM1723| NM1681 SIOUX CITY KSCJ FM RAD MAST         APPROX. 8.8 KM 0052030.0 |
 NM1723| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX. 6.6 KM 0082430.9 |
 NM1723| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX. 8.7 KM 0090755.7 |
 NM1723| NM1641 SIOUX CITY CEN HS TOP OF CUP        APPROX.10.0 KM 0104609.1 |
 NM1723| NM1684 SIOUX CITY KTRI RADIO MAST          APPROX. 9.2 KM 0113357.7 |
 NM1723| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 8.7 KM 0160937.0 |
 NM1723| NM1721 DAKOTA CITY KWSR RADIO MAST         APPROX. 2.6 KM 0181506.2 |
 NM1723| NM1691 SIOUX CITY ARMOUR PACK CO STK       APPROX. 8.2 KM 0260539.3 |
 NM1723| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX. 8.5 KM 0313944.8 |
 NM1723| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX. 6.6 KM 0363044.4 |
 NM1723| CO2949 DAKOTA RM 1                          35.917 METERS 05110     |
 NM1723| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 0.6 KM 0815129.8 |
 NM1723| CO2948 DAKOTA AZ MK                                       0874817.6 |
 NM1723| CO2951 DAKOTA RM 3                          51.816 METERS 09844     |
 NM1723| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX. 5.7 KM 1025341.4 |
 NM1723| NM1692 SIOUX CITY MUN APT CONTROL TWR      APPROX. 4.2 KM 1115342.1 |
 NM1723| NM1680 RADIO RNG TRANSMIT KEOD C OF 7      APPROX. 7.6 KM 1360256.3 |
 NM1723| NM1729 DAKOTA AZ MK 3                      APPROX. 0.7 KM 2744114.7 |
 NM1723| NM1728 DAKOTA AZ MK RESET                  APPROX. 0.6 KM 2744101.5 |
 NM1723| CO2950 DAKOTA RM 2                          37.475 METERS 28153     |
 NM1723| NM1645 SIOUX CITY RIVERSIDE GAS STK        APPROX.11.4 KM 3380721.9 |
 NM1723| CO2952 DAKOTA RM 4                          38.143 METERS 34810     |
 NM1723|---------------------------------------------------------------------|
 NM1723
 NM1723                          SUPERSEDED SURVEY CONTROL
 NM1723
 NM1723  NAD 83(1986)-  42 24 54.56100(N)    096 25 31.39886(W) AD(       ) 2
 NM1723  NAD 27      -  42 24 54.58000(N)    096 25 30.28500(W) AD(       ) 2
 NM1723
 NM1723.Superseded values are not recommended for survey control.
 NM1723
 NM1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1723.See file dsdata.pdf to determine how the superseded data were derived.
 NM1723
 NM1723_MARKER: DS = TRIANGULATION STATION DISK
 NM1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1723_STAMPING: DAKOTA 1948
 NM1723_MARK LOGO: CGS
 NM1723_PROJECTION: FLUSH
 NM1723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1723+STABILITY: SURFACE MOTION
 NM1723
 NM1723  HISTORY     - Date     Condition        Report By
 NM1723  HISTORY     - 1948     MONUMENTED       CGS
 NM1723  HISTORY     - 1948     GOOD             CGS
 NM1723  HISTORY     - 1960     GOOD             CGS
 NM1723  HISTORY     - 1978     GOOD             NGS
 NM1723  HISTORY     - 19920813 GOOD             NOS
 NM1723  HISTORY     - 20100223 GOOD             JEOCON
 NM1723
 NM1723                          STATION DESCRIPTION
 NM1723
 NM1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1723'THE STATION IS LOCATED AT THE WEST EDGE OF DAKOTA CITY, 0.25
 NM1723'MILE WEST OF DAKOTA COUNTY COURTHOUSE, NEAR THE CENTER OF A SMALL
 NM1723'TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 73 AND 77 AND
 NM1723'STATE HIGHWAY 35.  IT IS 82 FEET EAST OF THE CENTERLINE OF A
 NM1723'DIRT ROAD, 51 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35,
 NM1723'37 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 73 AND
 NM1723'77, AND 7 FEET NORTHWEST OF A WITNESS POST.  THE DISK IS
 NM1723'STAMPED DAKOTA 1948 AND IS SET FLUSH.
 NM1723'
 NM1723'REFERENCE MARK NO. 1 IS 117.84 FEET NORTHEAST OF THE STATION,
 NM1723'25 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 35, AND 8
 NM1723'FEET WEST OF A POWER POLE.  THE DISK IS STAMPED DAKOTA NO 1
 NM1723'AND PROJECTS 2 INCHES.
 NM1723'
 NM1723'REFERENCE MARK NO. 2 IS 122.95 FEET WEST OF THE STATION, 40
 NM1723'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, AND 28 FEET SOUTH OF
 NM1723'THE CENTERLINE OF STATE HIGHWAY 35.  THE DISK IS STAMPED
 NM1723'DAKOTA NO 2 1948 AND PROJECTS 4 INCHES.
 NM1723'
 NM1723'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF THE STATION,
 NM1723'IN FRONT OF G.I. HUGHES AND SON LUMBER COMPANY.  IT IS 24 FEET
 NM1723'NORTH OF THE CENTERLINE OF U.S. HIGHWAYS 73 AND 77, 2.5 FEET
 NM1723'WEST OF A WITNESS POST AND 1 FOOT WEST OF A POWER POLE.  THE
 NM1723'DISK IS STAMPED DAKOTA 1948 AND PROJECTS 8 INCHES.
 NM1723'
 NM1723'TO REACH THE STATION FROM THE COURT HOUSE IN DAKOTA CITY, GO
 NM1723'WEST ON U.S. HIGHWAYS 73 AND 77 FOR 0.05 MILE TO THE AZIMUTH MARK
 NM1723'ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO THE
 NM1723'JUNCTION OF STATE HIGHWAY 35 AND STATION AS DESCRIBED.
 NM1723'
 NM1723'A 4 FOOT SIGNAL AT HOMER IS VISIBLE AT 64 FEET.
 NM1723'
 NM1723'A 90 FOOT SIGNAL AT CRYSTAL IS VISIBLE AT 77 FEET.
 NM1723'
 NM1723'A 4 FOOT SIGNAL AT BLUFF IS VISIBLE AT 77 FEET.
 NM1723'
 NM1723'A 74 FOOT SIGNAL AT AIR IS VISIBLE AT 90 FEET.
 NM1723'
 NM1723'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1723
 NM1723                          STATION RECOVERY (1948)
 NM1723
 NM1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM1723'RECOVERED IN GOOD CONDITION.
 NM1723
 NM1723                          STATION RECOVERY (1960)
 NM1723
 NM1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1723'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NM1723'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 NM1723'DESTROYED AND THE AZIMUTH MARK WHICH HAD BEEN HIT BY ROAD
 NM1723'MACHINERY.  THESE MARKS WERE RE-ESTABLISHED AND REFERENCE MARK
 NM1723'NO 1 WAS MOVED BECAUSE OF ROAD CONSTRUCTION.  A COMPLETE
 NM1723'DESCRIPTION FOLLOWS.
 NM1723'
 NM1723'STATION IS LOCATED AT THE WEST EDGE OF DAKOTA CITY ABOUT 1/4
 NM1723'MILE OF THE DAKOTA COUNTY COURTHOUSE NEAR THE CENTER OF A SMALL
 NM1723'TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 73 AND 77 AND
 NM1723'STATE HIGHWAY 35, 60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 NM1723'35, 43 FEET SOUTHWEST OF THE WEST END OF A CONCRETE HEADWALL FOR
 NM1723'A CULVERT ON THE SOUTH SIDE OF STATE HIGHWAY 35, 37 FEET
 NM1723'NORTHWEST OF THE CENTER OF U.S. HIGHWAYS 73 AND 77, 23 FEET
 NM1723'WEST-SOUTHWEST OF A 10-INCH MAPLE TREE, AND 1 FOOT SOUTH OF A
 NM1723'NEW STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE
 NM1723'SURFACE OF THE GROUND AND THE DISK IS
 NM1723'
 NM1723'TO REACH THE STATION FROM THE DAKOTA COUNTY COURTHOUSE IN DAKOTA
 NM1723'CITY, GO WEST ON U.S. HIGHWAYS 73 AND 77 AND STATE HIGHWAY 35 FOR
 NM1723'0.3 MILE TO THEIR JUNCTION AND THE STATION AS DESCRIBED.
 NM1723'
 NM1723'REFERENCE MARK NO. 3 IS 170.00 FEET EAST OF THE STATION, 73
 NM1723'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 35, 30 FEET WEST OF A
 NM1723'24-INCH MAPLE TREE, 25 FEET EAST OF THE END OF SIDEWALK, 7 FEET
 NM1723'SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF THE
 NM1723'SOUTH EDGE OF SIDEWALK.  THE MARK PROJECTS 1 INCH AND THE DISK
 NM1723'IS STAMPED DAKOTA NO 3 1948.
 NM1723'
 NM1723'REFERENCE MARK NO. 4 IS 125.14 FEET NORTH-NORTHWEST OF THE
 NM1723'STATION, 65 FEET NORTH OF THE CENTER OF THE CENTER OF STATE
 NM1723'HIGHWAY 35, AND 3 FEET EAST OF A POWER POLE.  THE MARK PROJECTS
 NM1723'6 INCHES AND THE DISK IS STAMPED DAKOTA NO 4 1948.
 NM1723'
 NM1723'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, ABOUT 150 FEET
 NM1723'EAST OF FARM BUILDINGS, 69 FEET NORTH OF THE CENTER OF STATE
 NM1723'HIGHWAY 35, 2 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 1
 NM1723'FOOT SOUTH OF FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 NM1723'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DAKOTA 1948.
 NM1723'RESET 1960.
 NM1723'
 NM1723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.4
 NM1723'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NM1723
 NM1723                          STATION RECOVERY (1978)
 NM1723
 NM1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NM1723'STATION MARK, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE RECOVERED
 NM1723'IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD
 NM1723'ONE DESTROYED AT THIS DATE TO MAKE WAY FOR ROAD CONSTRUCTION.  THE
 NM1723'DISTANCE AND DIRECTION TO THE MARKS CHECKED WITH THE 1960
 NM1723'DESCRIPTION.
 NM1723'
 NM1723'STATION IS LOCATED AT THE WEST EDGE OF DAKOTA CITY, 1/4 MILE WEST
 NM1723'OF THE DAKTOA COUNTY COURT HOUSE, IN A TRIANGLE FORMED BY THE
 NM1723'INTERSECTION OF U.S. HIGHWAYS 73 AND 77 AND STATE HIGHWAY 35 AND IS
 NM1723'ON HIGHWAY RIGHT-OF-WAY.
 NM1723'
 NM1723'TO REACH THE STATION FROM THE DAKOTA COUNTY COURT HOUSE IN DAKOTA
 NM1723'CITY, GO WEST ON U.S. HIGHWAYS 73 AND 77 AND STATE HIGHWAY 35 FOR
 NM1723'0.25 MILE TO THE INTERSECTION OF HIGHWAYS AND STATION.
 NM1723'
 NM1723'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NM1723'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DAKOTA 1948.  IT IS
 NM1723'90 FEET EAST OF CENTER OF ROAD, 60 FEET SOUTH OF CENTER OF U.S.
 NM1723'HIGHWAY 35, 43 FEET SOUTHWEST OF A CONCRETE CULVERT, 39 FEET NORTH
 NM1723'OF U.S. HIGHWAY 73 AND 77, 22.5 FEET WEST-SOUTHWEST OF A 10 INCH
 NM1723'TREE AND 1.2 FEET SOUTH OF WITNESS POST.
 NM1723'
 NM1723'REFERENCE MARK A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NM1723'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DAKOTA NO 3 1948.
 NM1723'IT IS 123 FEET WEST OF CENTER OF S 20TH STREET, 39 FEET SOUTH OF
 NM1723'CENTER OF HIGHWAY 77 AND 73, 25 FEET EAST OF THE WEST END OF A
 NM1723'SIDE WALK, 7 FEET SOUTH-SOUTHWEST OF A STEEL POST AND 1 FOOT SOUTH
 NM1723'OF SIDE WALKS EDGE.
 NM1723'
 NM1723'REFERENCE MARK 4 IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 NM1723'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 NM1723'STAMPED DAKOTA NO 4 1948.  IT IS 58 FEET EAST OF CENTER OF GRAVEL
 NM1723'ROAD, 65 FEET NORTH OF CENTER OF STATE HIGHWAY 35, 15 FEET NORTH
 NM1723'OF CENTER OF GRAVEL ROAD AND 3 FEET EAST OF POWER LINE POLE NO 85.
 NM1723'
 NM1723'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 NM1723'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DAKOTA 1948 1978.
 NM1723'IT IS 83.5 FEET NORTH OF STATE HIGHWAY 35, 58.5 FEET SOUTHEAST OF
 NM1723'SOUTHEAST CORNER OF HOUSE, 44 FEET EAST OF CENTER OF DRIVEWAY, 7
 NM1723'FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION AND
 NM1723'1.7 FEET SOUTH OF WITNESS POST.
 NM1723'
 NM1723'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON STATE HIGHWAY
 NM1723'35 FOR 0.45 MILE TO MARK ON RIGHT.  JUST WEST OF A ROAD WHICH IS
 NM1723'NOW UNDER CONSTRUCTION.  THE OLD AZIMUTH MARK WAS DESTROYED AT THIS
 NM1723'TIME.
 NM1723'
 NM1723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DAKOTA CITY.
 NM1723
 NM1723                          STATION RECOVERY (1992)
 NM1723
 NM1723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1723'DUE TO CHANGES IN ROADWAYS A NEW DESCRIPTION FOLLOWS.
 NM1723'FROM THE DAKOTA COUNTY COURTHOUSE NEAR THE WEST EDGE OF  DAKOTA CITY
 NM1723'PROCEED WEST ON BROADWAY ST (ALSO STATE HIGHWAY 35) TO INTERSECTION
 NM1723'WITH SOUTH 21ST ST.  STATION IS AT THE SOUTHEAST QUADRANT OF THE
 NM1723'INTERSECTION ADJACENT TO A 36-INCH TREE.
 NM1723'IT IS 50 FT (15.24 M) SOUTH OF THE CENTERLINE OF BROADWAY ST, 85 FT
 NM1723'(25.91 M) EAST OF THE CENTERLINE OF S 21ST ST, 22 FT (6.71 M)
 NM1723'WEST-SOUTHWEST OF A TREE, AND ADJACENT TO A WITNESS POST AND SIGN WITH
 NM1723'A TIRE AND ROCKS COVERING THE MARK.
 NM1723'REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.
 NM1723'STATION IS NOT SUITABLE FOR GPS AS IT IS BLOCKED FROM 015 TO 130
 NM1723'DEGREES (MAGNETIC) BY THE TREE.
 NM1723
 NM1723                          STATION RECOVERY (2010)
 NM1723
 NM1723'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NM1723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1729 ***********************************************************************
 NM1729  DESIGNATION -  DAKOTA AZ MK 3
 NM1729  PID         -  NM1729
 NM1729  STATE/COUNTY-  NE/DAKOTA
 NM1729  COUNTRY     -  US
 NM1729  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1729
 NM1729                         *CURRENT SURVEY CONTROL
 NM1729  ______________________________________________________________________
 NM1729* NAD 83(1995) POSITION- 42 24 56.29314(N) 096 25 59.97917(W)   NO CHECK
 NM1729* NAVD 88 ORTHO HEIGHT -   333.    (meters)     1093.    (feet) SCALED
 NM1729  ______________________________________________________________________
 NM1729  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 NM1729  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 NM1729  HORZ ORDER      -  THIRD
 NM1729
 NM1729.The horizontal coordinates were established by classical geodetic methods
 NM1729.and adjusted by the National Geodetic Survey in August 1997.
 NM1729
 NM1729.No horizontal observational check was made to the station.
 NM1729
 NM1729.The orthometric height was scaled from a topographic map.
 NM1729
 NM1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1729.GEOID18 height accuracy estimate available here.
 NM1729
 NM1729.Click photographs - Photos may exist for this station.
 NM1729
 NM1729.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1729
 NM1729. The following values were computed from the NAD 83(1995) position.
 NM1729
 NM1729;                    North         East     Units Scale Factor Converg.
 NM1729;SPC NE       -   292,766.812   793,424.315   MT  0.99978475   +2 21 49.0
 NM1729;SPC NE       -   960,519.12  2,603,092.94   sFT  0.99978475   +2 21 49.0
 NM1729;UTM  14      - 4,699,117.246   711,183.305   MT  1.00014876   +1 43 54.7
 NM1729
 NM1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1729!SPC NE       -   0.99995183  x   0.99978475  =   0.99973659
 NM1729!UTM  14      -   0.99995183  x   1.00014876  =   1.00010059
 NM1729
 NM1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1118399117(NAD 83)
 NM1729
 NM1729                          SUPERSEDED SURVEY CONTROL
 NM1729
 NM1729  NAD 83(1986)-  42 24 56.29630(N)    096 25 59.97947(W) AD(       ) 3
 NM1729  NAD 27      -  42 24 56.31454(N)    096 25 58.86474(W) AD(       ) 3
 NM1729
 NM1729.Superseded values are not recommended for survey control.
 NM1729
 NM1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1729.See file dsdata.pdf to determine how the superseded data were derived.
 NM1729
 NM1729_MARKER: DZ = AZIMUTH MARK DISK
 NM1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1729_STAMPING: DAKOTA 1948 1978
 NM1729_MARK LOGO: NGS
 NM1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1729+STABILITY: SURFACE MOTION
 NM1729
 NM1729  HISTORY     - Date     Condition        Report By
 NM1729  HISTORY     - 1978     MONUMENTED       NGS
 NM1729
 NM1729                          STATION DESCRIPTION
 NM1729
 NM1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NM1729'THE MARK IS LOCATED ABOUT 15.7 MI (25.3 KM) EAST OF WATERBURY, 7.1 MI
 NM1729'(11.4 KM) NORTH-NORTHEAST OF HOMER AND 7.1 MI (11.4 KM) EAST-SOUTHEAST
 NM1729'OF JACKSON.
 NM1729'
 NM1729'IT IS SET IN THE TOP OF A 12 INCH (30 CM) ROUND CONCRETE MONUMENT
 NM1729'FLUSH WITH THE GROUND.  IT IS 83.5 FT (25.5 M) NORTH OF STATE HIGHWAY
 NM1729'35, 58.5 FT (17.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 44 FT
 NM1729'(13.4 M) EAST OF CENTER OF DRIVEWAY, 7 FT (2.1 M) EAST OF THE
 NM1729'NORTHEAST CORNER OF A CONCRETE FOUNDATION AND 1.7 FT (0.5 M) SOUTH OF
 NM1729'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1722 ***********************************************************************
 NM1722  DESIGNATION -  DAKOTA CITY KTRI MAST S OF 4
 NM1722  PID         -  NM1722
 NM1722  STATE/COUNTY-  NE/DAKOTA
 NM1722  COUNTRY     -  US
 NM1722  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1722
 NM1722                         *CURRENT SURVEY CONTROL
 NM1722  ______________________________________________________________________
 NM1722* NAD 83(1995) POSITION- 42 24 40.80578(N) 096 25 36.71437(W)   ADJUSTED
 NM1722  ______________________________________________________________________
 NM1722  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NM1722  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 NM1722  HORZ ORDER      -  THIRD
 NM1722
 NM1722.The horizontal coordinates were established by classical geodetic methods
 NM1722.and adjusted by the National Geodetic Survey in August 1997.
 NM1722
 NM1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1722.GEOID18 height accuracy estimate available here.
 NM1722
 NM1722.Click photographs - Photos may exist for this station.
 NM1722
 NM1722.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1722
 NM1722. The following values were computed from the NAD 83(1995) position.
 NM1722
 NM1722;                    North         East     Units Scale Factor Converg.
 NM1722;SPC NE       -   292,311.399   793,975.407   MT  0.99978356   +2 22 04.5
 NM1722;SPC NE       -   959,024.98  2,604,900.98   sFT  0.99978356   +2 22 04.5
 NM1722;UTM  14      - 4,698,655.615   711,729.542   MT  1.00015160   +1 44 09.9
 NM1722
 NM1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1172998655(NAD 83)
 NM1722
 NM1722                          SUPERSEDED SURVEY CONTROL
 NM1722
 NM1722  NAD 83(1986)-  42 24 40.80950(N)    096 25 36.71408(W) AD(       ) 3
 NM1722  NAD 27      -  42 24 40.83000(N)    096 25 35.59500(W) AD(       ) 3
 NM1722
 NM1722.Superseded values are not recommended for survey control.
 NM1722
 NM1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1722.See file dsdata.pdf to determine how the superseded data were derived.
 NM1722
 NM1722_MARKER: 42 = RADIO/TV MAST
 NM1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1722+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1722
 NM1722  HISTORY     - Date     Condition        Report By
 NM1722  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1722  HISTORY     - 1966     GOOD             CGS
 NM1722  HISTORY     - 1975     GOOD             NGS
 NM1722  HISTORY     - 1979     GOOD             NGS
 NM1722  HISTORY     - 20050713 GOOD             GEOCAC
 NM1722
 NM1722                          STATION DESCRIPTION
 NM1722
 NM1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1722'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1722'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1722'
 NM1722'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1722'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1722'
 NM1722'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1722'
 NM1722'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1722'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1722'MANNER--
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1722
 NM1722                          STATION RECOVERY (1966)
 NM1722
 NM1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1722'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1722
 NM1722                          STATION RECOVERY (1975)
 NM1722
 NM1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1722'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1722'
 NM1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1722'OF DAKOTA CITY.
 NM1722
 NM1722                          STATION RECOVERY (1979)
 NM1722
 NM1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1722'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1722'
 NM1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 NM1722'SECTION OF DAKOTA CITY.
 NM1722
 NM1722                          STATION RECOVERY (2005)
 NM1722
 NM1722'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1725 ***********************************************************************
 NM1725  DESIGNATION -  DAKOTA CITY KTRI MAST 2ND OF 4
 NM1725  PID         -  NM1725
 NM1725  STATE/COUNTY-  NE/DAKOTA
 NM1725  COUNTRY     -  US
 NM1725  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1725
 NM1725                         *CURRENT SURVEY CONTROL
 NM1725  ______________________________________________________________________
 NM1725* NAD 83(1995) POSITION- 42 24 44.10201(N) 096 25 37.09877(W)   ADJUSTED
 NM1725  ______________________________________________________________________
 NM1725  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NM1725  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 NM1725  HORZ ORDER      -  THIRD
 NM1725
 NM1725.The horizontal coordinates were established by classical geodetic methods
 NM1725.and adjusted by the National Geodetic Survey in August 1997.
 NM1725
 NM1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1725.GEOID18 height accuracy estimate available here.
 NM1725
 NM1725.Click photographs - Photos may exist for this station.
 NM1725
 NM1725.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1725
 NM1725. The following values were computed from the NAD 83(1995) position.
 NM1725
 NM1725;                    North         East     Units Scale Factor Converg.
 NM1725;SPC NE       -   292,412.635   793,962.426   MT  0.99978381   +2 22 04.2
 NM1725;SPC NE       -   959,357.12  2,604,858.39   sFT  0.99978381   +2 22 04.2
 NM1725;UTM  14      - 4,698,757.026   711,717.674   MT  1.00015154   +1 44 09.8
 NM1725
 NM1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1171798757(NAD 83)
 NM1725
 NM1725                          SUPERSEDED SURVEY CONTROL
 NM1725
 NM1725  NAD 83(1986)-  42 24 44.10573(N)    096 25 37.09857(W) AD(       ) 3
 NM1725  NAD 27      -  42 24 44.12600(N)    096 25 35.97900(W) AD(       ) 3
 NM1725
 NM1725.Superseded values are not recommended for survey control.
 NM1725
 NM1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1725.See file dsdata.pdf to determine how the superseded data were derived.
 NM1725
 NM1725_MARKER: 42 = RADIO/TV MAST
 NM1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1725+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1725
 NM1725  HISTORY     - Date     Condition        Report By
 NM1725  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1725  HISTORY     - 1966     GOOD             CGS
 NM1725  HISTORY     - 1975     GOOD             NGS
 NM1725  HISTORY     - 1979     GOOD             NGS
 NM1725  HISTORY     - 20050713 GOOD             GEOCAC
 NM1725
 NM1725                          STATION DESCRIPTION
 NM1725
 NM1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1725'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1725'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1725'
 NM1725'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1725'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1725'
 NM1725'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1725'
 NM1725'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1725'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1725'MANNER--
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1725
 NM1725                          STATION RECOVERY (1966)
 NM1725
 NM1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1725'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1725
 NM1725                          STATION RECOVERY (1975)
 NM1725
 NM1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1725'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1725'
 NM1725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1725'OF DAKOTA CITY.
 NM1725
 NM1725                          STATION RECOVERY (1979)
 NM1725
 NM1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1725'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1725'
 NM1725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 NM1725'SECTION OF DAKOTA CITY.
 NM1725
 NM1725                          STATION RECOVERY (2005)
 NM1725
 NM1725'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1726 ***********************************************************************
 NM1726  DESIGNATION -  DAKOTA CITY KTRI MAST N OF 4
 NM1726  PID         -  NM1726
 NM1726  STATE/COUNTY-  NE/DAKOTA
 NM1726  COUNTRY     -  US
 NM1726  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1726
 NM1726                         *CURRENT SURVEY CONTROL
 NM1726  ______________________________________________________________________
 NM1726* NAD 83(1995) POSITION- 42 24 45.74453(N) 096 25 37.29272(W)   ADJUSTED
 NM1726  ______________________________________________________________________
 NM1726  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NM1726  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 NM1726  HORZ ORDER      -  THIRD
 NM1726
 NM1726.The horizontal coordinates were established by classical geodetic methods
 NM1726.and adjusted by the National Geodetic Survey in August 1997.
 NM1726
 NM1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1726.GEOID18 height accuracy estimate available here.
 NM1726
 NM1726.Click photographs - Photos may exist for this station.
 NM1726
 NM1726.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1726
 NM1726. The following values were computed from the NAD 83(1995) position.
 NM1726
 NM1726;                    North         East     Units Scale Factor Converg.
 NM1726;SPC NE       -   292,463.079   793,955.902   MT  0.99978394   +2 22 04.1
 NM1726;SPC NE       -   959,522.62  2,604,836.99   sFT  0.99978394   +2 22 04.1
 NM1726;UTM  14      - 4,698,807.557   711,711.705   MT  1.00015151   +1 44 09.7
 NM1726
 NM1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1171198807(NAD 83)
 NM1726
 NM1726                          SUPERSEDED SURVEY CONTROL
 NM1726
 NM1726  NAD 83(1986)-  42 24 45.74937(N)    096 25 37.29184(W) AD(       ) 3
 NM1726  NAD 27      -  42 24 45.76900(N)    096 25 36.17600(W) AD(       ) 3
 NM1726
 NM1726.Superseded values are not recommended for survey control.
 NM1726
 NM1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1726.See file dsdata.pdf to determine how the superseded data were derived.
 NM1726
 NM1726_MARKER: 42 = RADIO/TV MAST
 NM1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1726+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1726
 NM1726  HISTORY     - Date     Condition        Report By
 NM1726  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1726  HISTORY     - 1949     GOOD             CGS
 NM1726  HISTORY     - 1962     GOOD             CGS
 NM1726  HISTORY     - 1966     GOOD             CGS
 NM1726  HISTORY     - 1975     GOOD             NGS
 NM1726  HISTORY     - 1979     GOOD             NGS
 NM1726  HISTORY     - 20050713 GOOD             GEOCAC
 NM1726
 NM1726                          STATION DESCRIPTION
 NM1726
 NM1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1726'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1726'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1726'
 NM1726'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1726'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1726'
 NM1726'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1726'
 NM1726'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1726'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1726'MANNER--
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1726
 NM1726                          STATION RECOVERY (1949)
 NM1726
 NM1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 NM1726'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NM1726
 NM1726                          STATION RECOVERY (1962)
 NM1726
 NM1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1726'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 NM1726'DESCRIPTION.  LOCAL INQUIRY VERIFIED THAT IT IS STILL
 NM1726'IN THE ORIGINAL LOCATION.
 NM1726
 NM1726                          STATION RECOVERY (1966)
 NM1726
 NM1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1726'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1726
 NM1726                          STATION RECOVERY (1975)
 NM1726
 NM1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1726'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1726'
 NM1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1726'OF DAKOTA CITY.
 NM1726
 NM1726                          STATION RECOVERY (1979)
 NM1726
 NM1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1726'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1726'
 NM1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST SECTION
 NM1726'OF DAKOTA CITY.
 NM1726
 NM1726                          STATION RECOVERY (2005)
 NM1726
 NM1726'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1727 ***********************************************************************
 NM1727  DESIGNATION -  DAKOTA CITY KTRI MAST 3RD OF 4
 NM1727  PID         -  NM1727
 NM1727  STATE/COUNTY-  NE/DAKOTA
 NM1727  COUNTRY     -  US
 NM1727  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1727
 NM1727                         *CURRENT SURVEY CONTROL
 NM1727  ______________________________________________________________________
 NM1727* NAD 83(1995) POSITION- 42 24 42.45232(N) 096 25 36.91009(W)   ADJUSTED
 NM1727  ______________________________________________________________________
 NM1727  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NM1727  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 NM1727  HORZ ORDER      -  THIRD
 NM1727
 NM1727.The horizontal coordinates were established by classical geodetic methods
 NM1727.and adjusted by the National Geodetic Survey in August 1997.
 NM1727
 NM1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1727.GEOID18 height accuracy estimate available here.
 NM1727
 NM1727.Click photographs - Photos may exist for this station.
 NM1727
 NM1727.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1727
 NM1727. The following values were computed from the NAD 83(1995) position.
 NM1727
 NM1727;                    North         East     Units Scale Factor Converg.
 NM1727;SPC NE       -   292,361.965   793,968.838   MT  0.99978369   +2 22 04.3
 NM1727;SPC NE       -   959,190.88  2,604,879.43   sFT  0.99978369   +2 22 04.3
 NM1727;UTM  14      - 4,698,706.269   711,723.529   MT  1.00015157   +1 44 09.8
 NM1727
 NM1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1172398706(NAD 83)
 NM1727
 NM1727                          SUPERSEDED SURVEY CONTROL
 NM1727
 NM1727  NAD 83(1986)-  42 24 42.45603(N)    096 25 36.90980(W) AD(       ) 3
 NM1727  NAD 27      -  42 24 42.47500(N)    096 25 35.79000(W) AD(       ) 3
 NM1727
 NM1727.Superseded values are not recommended for survey control.
 NM1727
 NM1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1727.See file dsdata.pdf to determine how the superseded data were derived.
 NM1727
 NM1727_MARKER: 42 = RADIO/TV MAST
 NM1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1727+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1727
 NM1727  HISTORY     - Date     Condition        Report By
 NM1727  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1727  HISTORY     - 1966     GOOD             CGS
 NM1727  HISTORY     - 1975     GOOD             NGS
 NM1727  HISTORY     - 1979     GOOD             NGS
 NM1727  HISTORY     - 20050713 GOOD             GEOCAC
 NM1727
 NM1727                          STATION DESCRIPTION
 NM1727
 NM1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1727'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1727'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1727'
 NM1727'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1727'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1727'
 NM1727'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1727'
 NM1727'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1727'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1727'MANNER--
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1727
 NM1727                          STATION RECOVERY (1966)
 NM1727
 NM1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1727'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1727
 NM1727                          STATION RECOVERY (1975)
 NM1727
 NM1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1727'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1727'
 NM1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1727'OF DAKOTA CITY.
 NM1727
 NM1727                          STATION RECOVERY (1979)
 NM1727
 NM1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1727'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1727'
 NM1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 NM1727'SECTION OF DAKOTA CITY.
 NM1727
 NM1727                          STATION RECOVERY (2005)
 NM1727
 NM1727'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1721 ***********************************************************************
 NM1721  DESIGNATION -  DAKOTA CITY KWSR RADIO MAST
 NM1721  PID         -  NM1721
 NM1721  STATE/COUNTY-  NE/DAKOTA
 NM1721  COUNTRY     -  US
 NM1721  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1721
 NM1721                         *CURRENT SURVEY CONTROL
 NM1721  ______________________________________________________________________
 NM1721* NAD 83(1995) POSITION- 42 26 14.59434(N) 096 24 55.76419(W)   ADJUSTED
 NM1721  ______________________________________________________________________
 NM1721  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 NM1721  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 NM1721  HORZ ORDER      -  THIRD
 NM1721
 NM1721.The horizontal coordinates were established by classical geodetic methods
 NM1721.and adjusted by the National Geodetic Survey in August 1997.
 NM1721
 NM1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1721.GEOID18 height accuracy estimate available here.
 NM1721
 NM1721.Click photographs - Photos may exist for this station.
 NM1721
 NM1721.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1721
 NM1721. The following values were computed from the NAD 83(1995) position.
 NM1721
 NM1721;                    North         East     Units Scale Factor Converg.
 NM1721;SPC NE       -   295,240.973   794,790.819   MT  0.99979087   +2 22 31.6
 NM1721;SPC NE       -   968,636.43  2,607,576.21   sFT  0.99979087   +2 22 31.6
 NM1721;UTM  14      - 4,701,577.098   712,577.495   MT  1.00015602   +1 44 40.7
 NM1721
 NM1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1257701577(NAD 83)
 NM1721
 NM1721                          SUPERSEDED SURVEY CONTROL
 NM1721
 NM1721  NAD 83(1986)-  42 26 14.59806(N)    096 24 55.76418(W) AD(       ) 3
 NM1721  NAD 27      -  42 26 14.62000(N)    096 24 54.65400(W) AD(       ) 3
 NM1721
 NM1721.Superseded values are not recommended for survey control.
 NM1721
 NM1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1721.See file dsdata.pdf to determine how the superseded data were derived.
 NM1721
 NM1721_MARKER: 42 = RADIO/TV MAST
 NM1721
 NM1721  HISTORY     - Date     Condition        Report By
 NM1721  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1721  HISTORY     - 1975     GOOD             NGS
 NM1721  HISTORY     - 1979     GOOD             NGS
 NM1721  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 NM1721
 NM1721                          STATION DESCRIPTION
 NM1721
 NM1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1721'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DAKOTA CITY
 NM1721'AND 100 YARDS WEST OF U.S. HIGHWAY 75 ON PROPERTY BELONGING
 NM1721'TO THE NORTHERN NATURAL GAS CO., WHICH OWNS AND OPERATES THE
 NM1721'STATION.
 NM1721'
 NM1721'THE MAST IS OF STEEL CONSTRUCTION, 240 FEET HIGH AND PAINTED
 NM1721'RED AND WHITE.
 NM1721'
 NM1721'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1721
 NM1721                          STATION RECOVERY (1975)
 NM1721
 NM1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1721'RECOVERED AS DESCRIBED.
 NM1721'
 NM1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 NM1721'OF DAKOTA.
 NM1721
 NM1721                          STATION RECOVERY (1979)
 NM1721
 NM1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1721'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION IN QUAD 420962
 NM1721'STA. 1012.
 NM1721'
 NM1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 NM1721'OF DAKOTA CITY.
 NM1721
 NM1721                          STATION RECOVERY (2005)
 NM1721
 NM1721'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1721'THERE IS NO MAST AT THE DESCRIBED LOCATION AND PUBLISHED COORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1724 ***********************************************************************
 NM1724  DESIGNATION -  DAKOTA CITY MUNICIPAL TANK
 NM1724  PID         -  NM1724
 NM1724  STATE/COUNTY-  NE/DAKOTA
 NM1724  COUNTRY     -  US
 NM1724  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1724
 NM1724                         *CURRENT SURVEY CONTROL
 NM1724  ______________________________________________________________________
 NM1724* NAD 83(1995) POSITION- 42 24 57.35713(N) 096 25 04.98255(W)   ADJUSTED
 NM1724  ______________________________________________________________________
 NM1724  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 NM1724  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 NM1724  HORZ ORDER      -  THIRD
 NM1724
 NM1724.The horizontal coordinates were established by classical geodetic methods
 NM1724.and adjusted by the National Geodetic Survey in August 1997.
 NM1724
 NM1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1724.GEOID18 height accuracy estimate available here.
 NM1724
 NM1724.Click photographs - Photos may exist for this station.
 NM1724
 NM1724.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1724
 NM1724. The following values were computed from the NAD 83(1995) position.
 NM1724
 NM1724;                    North         East     Units Scale Factor Converg.
 NM1724;SPC NE       -   292,851.565   794,679.038   MT  0.99978484   +2 22 25.5
 NM1724;SPC NE       -   960,797.18  2,607,209.48   sFT  0.99978484   +2 22 25.5
 NM1724;UTM  14      - 4,699,188.188   712,439.348   MT  1.00015530   +1 44 31.9
 NM1724
 NM1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1243999188(NAD 83)
 NM1724
 NM1724                          SUPERSEDED SURVEY CONTROL
 NM1724
 NM1724  NAD 83(1986)-  42 24 57.36219(N)    096 25 04.97929(W) AD(       ) 3
 NM1724  NAD 27      -  42 24 57.38000(N)    096 25 03.85600(W) AD(       ) 3
 NM1724
 NM1724.Superseded values are not recommended for survey control.
 NM1724
 NM1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1724.See file dsdata.pdf to determine how the superseded data were derived.
 NM1724
 NM1724_MARKER: 53 = ELEVATED TANK
 NM1724
 NM1724  HISTORY     - Date     Condition        Report By
 NM1724  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1724  HISTORY     - 1940     GOOD             CGS
 NM1724  HISTORY     - 1948     GOOD             CGS
 NM1724  HISTORY     - 1949     GOOD             CGS
 NM1724  HISTORY     - 1959     GOOD             CGS
 NM1724  HISTORY     - 1962     GOOD             CGS
 NM1724  HISTORY     - 1966     GOOD             CGS
 NM1724  HISTORY     - 1979     GOOD             NGS
 NM1724  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 NM1724
 NM1724                          STATION DESCRIPTION
 NM1724
 NM1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1724'DAKOTA CITY MUNICIPAL TANK IS IN THE VILLAGE OF DAKOTA CITY
 NM1724'ABOUT CENTER IN THE BLOCK EAST OF THE COURTHOUSE AND AT THE
 NM1724'REAR OF THE CITY WATERWORKS BUILDING.
 NM1724'
 NM1724'TANK AND SUPPORTING TOWER IS BUILT OF STRUCTURAL STEEL, THE
 NM1724'TANK PAINTED ALUMINUM, THE SUPPORTING TOWER PAINTED BLACK.
 NM1724'THE ENTIRE STRUCTURE IS ABOUT 105 FEET HIGH, WITH A STEEL
 NM1724'BALL CENTERED AT THE TOP.
 NM1724
 NM1724                          STATION RECOVERY (1948)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1724'THE STATION IS LOCATED IN DAKOTA CITY ABOUT 100 YARDS NORTH
 NM1724'OF U.S. HIGHWAY 77 AND 100 YARDS EAST OF THE COURT HOUSE.
 NM1724'
 NM1724'THE TANK IS OF STEEL CONSTRUCTION, 120 FEET HIGH, FOUR-LEGGED,
 NM1724'30 FEET SQUARE AT THE BASE AND PAINTED SILVER.
 NM1724'
 NM1724'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 NM1724
 NM1724                          STATION RECOVERY (1949)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 NM1724'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NM1724
 NM1724                          STATION RECOVERY (1959)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 NM1724'RECOVERED AS DESCRIBED.
 NM1724
 NM1724                          STATION RECOVERY (1962)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1724'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NM1724
 NM1724                          STATION RECOVERY (1966)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1724'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 NM1724
 NM1724                          STATION RECOVERY (1979)
 NM1724
 NM1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1724'STATION RECOVERED AS DESCRIBED.
 NM1724'
 NM1724'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 NM1724'DAKOTA CITY.
 NM1724
 NM1724                          STATION RECOVERY (2005)
 NM1724
 NM1724'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1724'THERE IS NO TANK AT THE PUBLISHED COORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0504 ***********************************************************************
 MN0504  DESIGNATION -  DALTON
 MN0504  PID         -  MN0504
 MN0504  STATE/COUNTY-  NE/MORRILL
 MN0504  COUNTRY     -  US
 MN0504  USGS QUAD   -  DALTON (2017)
 MN0504
 MN0504                         *CURRENT SURVEY CONTROL
 MN0504  ______________________________________________________________________
 MN0504* NAD 83(1995) POSITION- 41 27 21.01061(N) 102 58 56.46465(W)   ADJUSTED
 MN0504* NAVD 88 ORTHO HEIGHT -  1275.    (meters)     4183.    (feet) SCALED
 MN0504  ______________________________________________________________________
 MN0504  GEOID HEIGHT    -        -19.733 (meters)                     GEOID18
 MN0504  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 MN0504  HORZ ORDER      -  FIRST
 MN0504
 MN0504.The horizontal coordinates were established by classical geodetic methods
 MN0504.and adjusted by the National Geodetic Survey in August 1997.
 MN0504
 MN0504.The orthometric height was scaled from a topographic map.
 MN0504
 MN0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0504.GEOID18 height accuracy estimate available here.
 MN0504
 MN0504.Click photographs - Photos may exist for this station.
 MN0504
 MN0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0504
 MN0504. The following values were computed from the NAD 83(1995) position.
 MN0504
 MN0504;                    North         East     Units Scale Factor Converg.
 MN0504;SPC NE       -   184,434.627   250,950.367   MT  0.99965897   -1 58 35.0
 MN0504;SPC NE       -   605,099.27    823,326.33   sFT  0.99965897   -1 58 35.0
 MN0504;UTM  13      - 4,591,326.026   668,517.273   MT  0.99994949   +1 20 09.9
 MN0504
 MN0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0504!SPC NE       -   0.99980321  x   0.99965897  =   0.99946224
 MN0504!UTM  13      -   0.99980321  x   0.99994949  =   0.99975271
 MN0504
 MN0504:                Primary Azimuth Mark                     Grid Az
 MN0504:SPC NE       -  DALTON AZ MK RESET                       185 12 42.0
 MN0504:UTM  13      -  DALTON AZ MK RESET                       181 53 57.1
 MN0504
 MN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6851791326(NAD 83)
 MN0504
 MN0504|---------------------------------------------------------------------|
 MN0504| PID    Reference Object                     Distance      Geod. Az  |
 MN0504|                                                           dddmmss.s |
 MN0504| CP6938 DALTON RM 1                          27.382 METERS 12027     |
 MN0504| MN0502 DALTON MUNICIPAL TANK               APPROX. 5.4 KM 1720940.5 |
 MN0504| CP6937 DALTON AZ MK RESET                                 1831407.0 |
 MN0504| CP6939 DALTON RM 2 AZIMUTH                                1854521.1 |
 MN0504| MN0520 COURTHOUSE ROCK SUMMIT              APPROX.19.2 KM 3243604.7 |
 MN0504| MN0517 BRIDGEPORT WATER TANK               APPROX.25.3 KM 3365857.6 |
 MN0504| CP6940 DALTON RM 3                          38.701 METERS 33810     |
 MN0504|---------------------------------------------------------------------|
 MN0504
 MN0504                          SUPERSEDED SURVEY CONTROL
 MN0504
 MN0504  NAD 83(1993)-  41 27 21.01030(N)    102 58 56.46473(W) AD(       ) 1
 MN0504  NAD 83(1986)-  41 27 21.00402(N)    102 58 56.46693(W) AD(       ) 1
 MN0504  NAD 27      -  41 27 21.08000(N)    102 58 54.72900(W) AD(       ) 1
 MN0504
 MN0504.Superseded values are not recommended for survey control.
 MN0504
 MN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0504.See file dsdata.pdf to determine how the superseded data were derived.
 MN0504
 MN0504_MARKER: DS = TRIANGULATION STATION DISK
 MN0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0504_STAMPING: DALTON 1933
 MN0504_MARK LOGO: CGS
 MN0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0504+STABILITY: SURFACE MOTION
 MN0504
 MN0504  HISTORY     - Date     Condition        Report By
 MN0504  HISTORY     - 1933     MONUMENTED       CGS
 MN0504  HISTORY     - 1963     GOOD             CGS
 MN0504
 MN0504                          STATION DESCRIPTION
 MN0504
 MN0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0504'ABOUT 3 MILES N OF DALTON IN SOUTHWEST QUARTER SEC. 9, T. 17 N.,
 MN0504'R. 49 W., ON KNOLL IN PASTURE OWNED BY MRS. LEE BUCK.  STATION
 MN0504'IS ABOUT 60 YARDS EAST OF STATE HIGHWAY 19.
 MN0504'
 MN0504'REACHED FROM DALTON VIA STATE HIGHWAY 19 NORTH 3 MILES TO A
 MN0504'SECTION-LINE ROAD LEADING EAST, THENCE NORTHEAST ACROSS PASTURE
 MN0504'0.2 MILE TO STATION.  FROM BRIDGEPORT, FOLLOW U.S. HIGHWAY
 MN0504'26 EAST 7.25 MILES, THENCE SOUTH ON STATE HIGHWAY 19 FOR 11.5
 MN0504'MILES TO THE ROAD LEADING EAST AS NOTED ABOVE.  TRUCK TO STATION.
 MN0504'STATION IS ON SUMMIT OF HIGHEST KNOLL IN VICINITY.
 MN0504'
 MN0504'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN SAME
 MN0504'PASTURE.
 MN0504'
 MN0504'REFERENCE MARK NO. 2, AZIMUTH MARK, IS ON EAST SIDE OF STATE
 MN0504'HIGHWAY 16 WHERE IT CROSSES A RIDGE ABOUT 1/2 MILE SOUTH OF
 MN0504'STATION.
 MN0504'
 MN0504'REFERENCE MARK NO. 3 IS NORTHWEST OF STATION IN SAME PASTURE.
 MN0504'
 MN0504'ALL MARKS PROJECT 4 INCHES ABOVE GROUND.
 MN0504
 MN0504                          STATION RECOVERY (1963)
 MN0504
 MN0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0504'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 MN0504'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MN0504'REFERENCE MARK NO. 2 WAS DESTROYED BY HIGHWAY CONSTRUCTION
 MN0504'IN THE AREA.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 MN0504'THE HORIZONTAL DISTANCE TO BOTH REFERENCE MARKS WAS FOUND IN
 MN0504'ERROR.  A NEW DESCRIPTION FOLLOWS.
 MN0504'
 MN0504'THE STATION IS LOCATED 17 MILES SOUTHEAST OF BRIDGEPORT, 12
 MN0504'MILES SOUTHWEST OF BORADWATER, 3 MILES NORTH OF DALTON, 260
 MN0504'FEET WEST OF THE CENTER OF U.S. HIGHWAY 385, ON THE HIGHEST
 MN0504'POINT OF A GRASSY KNOLL IN OPEN PASTURE LAND, OWNED BY MR. LOUIS
 MN0504'BUCK.
 MN0504'
 MN0504'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON,
 MN0504'0.05 MILE WEST OF THE POST OFFICE, GO NORTH ON U.S. HIGHWAY
 MN0504'385 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0504'STRAIGHT AHEAD AND GO NORTH ON U.S. HIGHWAY 385 FOR 0.5 MILE
 MN0504'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 MN0504'ROAD FOR 0.05 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT
 MN0504'THROUGH THE WIRE GATE AND GO NORTH ACROSS AN OPEN PASTURE
 MN0504'FOR 0.2 MILE TO THE STATION AS DESCRIBED ON THE HIGHEST POINT
 MN0504'OF THE KNOLL.
 MN0504'
 MN0504'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 14-INCH
 MN0504'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0504'DALTON 1933.  IT IS 260 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 MN0504'385 AND 220 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.
 MN0504'
 MN0504'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0504'13-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS
 MN0504'STAMPED DALTON NO 1 1933.
 MN0504'
 MN0504'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 MN0504'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 MN0504'IS STAMPED DALTON NO 3 1933.  IT IS 173 FEET EAST OF THE EAST
 MN0504'RIGHT-OF-WAY FENCE.
 MN0504'
 MN0504'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0504'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0504'DALTON 1933 RESET 1963.  IT IS 40 FEET EAST OF THE CENTER
 MN0504'OF U.S. HIGHWAY 385, 1.3 FEET SOUTHEAST OF A METAL WITNESS
 MN0504'POST, 1.3 FEET NORTH OF A TELEPHONE POLE, IN THE EAST
 MN0504'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0502 ***********************************************************************
 MN0502  DESIGNATION -  DALTON MUNICIPAL TANK
 MN0502  PID         -  MN0502
 MN0502  STATE/COUNTY-  NE/CHEYENNE
 MN0502  COUNTRY     -  US
 MN0502  USGS QUAD   -  DALTON (2017)
 MN0502
 MN0502                         *CURRENT SURVEY CONTROL
 MN0502  ______________________________________________________________________
 MN0502* NAD 83(1995) POSITION- 41 24 27.94627(N) 102 58 24.81753(W)   ADJUSTED
 MN0502  ______________________________________________________________________
 MN0502  GEOID HEIGHT    -        -19.741 (meters)                     GEOID18
 MN0502  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 MN0502  HORZ ORDER      -  THIRD
 MN0502
 MN0502.The horizontal coordinates were established by classical geodetic methods
 MN0502.and adjusted by the National Geodetic Survey in August 1997.
 MN0502
 MN0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0502.GEOID18 height accuracy estimate available here.
 MN0502
 MN0502.Click photographs - Photos may exist for this station.
 MN0502
 MN0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0502
 MN0502. The following values were computed from the NAD 83(1995) position.
 MN0502
 MN0502;                    North         East     Units Scale Factor Converg.
 MN0502;SPC NE       -   179,075.172   251,500.653   MT  0.99966005   -1 58 14.0
 MN0502;SPC NE       -   587,515.79    825,131.73   sFT  0.99966005   -1 58 14.0
 MN0502;UTM  13      - 4,586,005.760   669,376.508   MT  0.99995307   +1 20 26.3
 MN0502
 MN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6937686005(NAD 83)
 MN0502
 MN0502                          SUPERSEDED SURVEY CONTROL
 MN0502
 MN0502  NAD 83(1993)-  41 24 27.94626(N)    102 58 24.81746(W) AD(       ) 3
 MN0502  NAD 83(1986)-  41 24 27.94037(N)    102 58 24.81992(W) AD(       ) 3
 MN0502  NAD 27      -  41 24 28.01400(N)    102 58 23.08300(W) AD(       ) 3
 MN0502
 MN0502.Superseded values are not recommended for survey control.
 MN0502
 MN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0502.See file dsdata.pdf to determine how the superseded data were derived.
 MN0502
 MN0502_MARKER: 53 = ELEVATED TANK
 MN0502
 MN0502  HISTORY     - Date     Condition        Report By
 MN0502  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0502
 MN0502                          STATION DESCRIPTION
 MN0502
 MN0502'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1337 ***********************************************************************
 LH1337  DESIGNATION -  DAMAXIS
 LH1337  PID         -  LH1337
 LH1337  STATE/COUNTY-  NE/BUFFALO
 LH1337  COUNTRY     -  US
 LH1337  USGS QUAD   -  AMHERST (2017)
 LH1337
 LH1337                         *CURRENT SURVEY CONTROL
 LH1337  ______________________________________________________________________
 LH1337* NAD 83(1995) POSITION- 40 49 11.08154(N) 099 17 21.45091(W)   ADJUSTED
 LH1337* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 LH1337  ______________________________________________________________________
 LH1337  GEOID HEIGHT    -        -24.155 (meters)                     GEOID18
 LH1337  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 LH1337  HORZ ORDER      -  THIRD
 LH1337
 LH1337.The horizontal coordinates were established by classical geodetic methods
 LH1337.and adjusted by the National Geodetic Survey in August 1997.
 LH1337
 LH1337.The orthometric height was scaled from a topographic map.
 LH1337
 LH1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1337.GEOID18 height accuracy estimate available here.
 LH1337
 LH1337.Click photographs - Photos may exist for this station.
 LH1337
 LH1337.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1337
 LH1337. The following values were computed from the NAD 83(1995) position.
 LH1337
 LH1337;                    North         East     Units Scale Factor Converg.
 LH1337;SPC NE       -   109,765.311   559,941.284   MT  0.99972976   +0 28 15.5
 LH1337;SPC NE       -   360,121.69  1,837,074.03   sFT  0.99972976   +0 28 15.5
 LH1337;UTM  14      - 4,518,787.606   475,603.929   MT  0.99960733   -0 11 20.8
 LH1337
 LH1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1337!SPC NE       -   0.99989301  x   0.99972976  =   0.99962280
 LH1337!UTM  14      -   0.99989301  x   0.99960733  =   0.99950039
 LH1337
 LH1337:                Primary Azimuth Mark                     Grid Az
 LH1337:SPC NE       -  AMHERST AZ MK                            112 32 42.2
 LH1337:UTM  14      -  AMHERST AZ MK                            113 12 18.5
 LH1337
 LH1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7560318787(NAD 83)
 LH1337
 LH1337|---------------------------------------------------------------------|
 LH1337| PID    Reference Object                     Distance      Geod. Az  |
 LH1337|                                                           dddmmss.s |
 LH1337| CN8569 AMHERST AZ MK                                      1130057.7 |
 LH1337|---------------------------------------------------------------------|
 LH1337
 LH1337                          SUPERSEDED SURVEY CONTROL
 LH1337
 LH1337  NAD 83(1986)-  40 49 11.08853(N)    099 17 21.45313(W) AD(       ) 3
 LH1337  NAD 27      -  40 49 11.05100(N)    099 17 20.10700(W) AD(       ) 3
 LH1337
 LH1337.Superseded values are not recommended for survey control.
 LH1337
 LH1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1337.See file dsdata.pdf to determine how the superseded data were derived.
 LH1337
 LH1337_MARKER: DS = TRIANGULATION STATION DISK
 LH1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1337
 LH1337  HISTORY     - Date     Condition        Report By
 LH1337  HISTORY     - 1950     MONUMENTED       BOR
 LH1337
 LH1337                          STATION DESCRIPTION
 LH1337
 LH1337'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 LH1337'STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF THE VILLAGE OF AMHERST,
 LH1337'ABOUT 0.4 MILE NORTH OF AN AIRWAY BEACON TOWER, AND IN A
 LH1337'CULTIVATED FIELD, ABOUT 100 YARDS EAST OF THE HIGHEST PART
 LH1337'OF THE HILL.  THE MARK IS A US BUREAU OF RECLAMATION SURVEY MARK,
 LH1337'AND IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 LH1337'THE BRONZE DISC IN THE CENTER OF THE POST IS STAMPED DAMAXIS NO.
 LH1337'SW.
 LH1337'
 LH1337'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISC AND THE AZIMUTH MARK
 LH1337'FOR STATION AMHERST.  IT IS LOCATED ON THE RIGHT-OF-WAY OF AN
 LH1337'EAST-WEST GRAVEL ROAD, 38 FEET SOUTH OF THE APPROXIMATE
 LH1337'CENTERLINE OF THE ROAD, 26 FEET WEST OF A TELEPHONE POLE, 2 FEET
 LH1337'WEST OF A WHITE WITNESS POST, AND AT THE TOP OF A DEEP CUT-BANK
 LH1337'AT THE EDGE OF A SCHOOL YARD.  THE MARK PROJECTS ABOUT 4 INCHES
 LH1337'AND THE DISC IS STAMPED, AMHERST 1950.
 LH1337'
 LH1337'THE STATION WAS REACHED FROM THE RAILROAD DEPOT IN AMHERST BY GOING
 LH1337'NORTHWEST ON STATE ROUTE 40 FOR 0.1 MILE TO CROSSROADS, THENCE
 LH1337'TURN LEFT OR SOUTH FOR 1.5 MILES TO A CROSSROADS, THENCE RIGHT
 LH1337'OR WEST FOR 0.05 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LH1337'DESCRIBED ABOVE.  FROM HERE CONTINUE WEST ON GRAVEL ROAD FOR
 LH1337'0.5 MILE TO A FARMHOUSE ON THE RIGHT, THE HOME OF MR. ARTHUR
 LH1337'HARMONEY.  GO THRU THE FARMYARD AND CONTINUE WEST ALONG THE
 LH1337'NORTH SIDE OF THE RIGHT-OF-WAY FENCE TO A AIRWAY BEACON.  HERE
 LH1337'TURN RIGHT OR NORTH AND CONTINUE ACROSS CULTIVATED FIELD,
 LH1337'NORTH AND NORTHEAST FOR 0.4 MILES TO THE STATION MARK AS
 LH1337'DESCRIBED ABOVE.
 LH1337'
 LH1337'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1535 ***********************************************************************
 LH1535  DESIGNATION -  DANA AZ MK 2
 LH1535  PID         -  LH1535
 LH1535  STATE/COUNTY-  NE/CLAY
 LH1535  COUNTRY     -  US
 LH1535  USGS QUAD   -  FAIRFIELD NW (2017)
 LH1535
 LH1535                         *CURRENT SURVEY CONTROL
 LH1535  ______________________________________________________________________
 LH1535* NAD 83(1995) POSITION- 40 27 07.22352(N) 098 09 24.26607(W)   ADJUSTED
 LH1535* NAVD 88 ORTHO HEIGHT -   547.4   (meters)     1796.    (feet) VERTCON
 LH1535  ______________________________________________________________________
 LH1535  GEOID HEIGHT    -        -25.794 (meters)                     GEOID18
 LH1535  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 LH1535  HORZ ORDER      -  THIRD
 LH1535
 LH1535.The horizontal coordinates were established by classical geodetic methods
 LH1535.and adjusted by the National Geodetic Survey in August 1997.
 LH1535
 LH1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1535
 LH1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1535.GEOID18 height accuracy estimate available here.
 LH1535
 LH1535.Click photographs - Photos may exist for this station.
 LH1535
 LH1535.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1535
 LH1535. The following values were computed from the NAD 83(1995) position.
 LH1535
 LH1535;                    North         East     Units Scale Factor Converg.
 LH1535;SPC NE       -    70,358.370   656,321.250   MT  0.99982617   +1 13 17.5
 LH1535;SPC NE       -   230,834.09  2,153,280.63   sFT  0.99982617   +1 13 17.5
 LH1535;UTM  14      - 4,478,268.895   571,503.932   MT  0.99966293   +0 32 49.7
 LH1535
 LH1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1535!SPC NE       -   0.99991818  x   0.99982617  =   0.99974436
 LH1535!UTM  14      -   0.99991818  x   0.99966293  =   0.99958114
 LH1535
 LH1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7150378268(NAD 83)
 LH1535
 LH1535                          SUPERSEDED SURVEY CONTROL
 LH1535
 LH1535  NAD 83(1986)-  40 27 07.23097(N)    098 09 24.26559(W) AD(       ) 3
 LH1535  NGVD 29 (02/17/94)  547.2    (m)         1795.     (f) VERT ANG       
 LH1535
 LH1535.Superseded values are not recommended for survey control.
 LH1535
 LH1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1535.See file dsdata.pdf to determine how the superseded data were derived.
 LH1535
 LH1535_MARKER: DZ = AZIMUTH MARK DISK
 LH1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1535_STAMPING: DANA 1951 NO 2 1983
 LH1535_MARK LOGO: NGS
 LH1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1535+STABILITY: SURFACE MOTION
 LH1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1535+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1535
 LH1535  HISTORY     - Date     Condition        Report By
 LH1535  HISTORY     - 1983     MONUMENTED       NGS
 LH1535
 LH1535                          STATION DESCRIPTION
 LH1535
 LH1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1535'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) WEST-NORTHWEST FROM
 LH1535'FAIRFIELD, 1.6 KM (1.0 MI) NORTH FROM STATE HIGHWAY 74, 0.4 KM
 LH1535'(0.2 MI) WEST FROM A RAILROAD TRACK AND ON THE SOUTH RIGHT-OF-WAY OF
 LH1535'A COUNTY ROAD.
 LH1535'TO REACH FROM THE POST OFFICE IN FAIRFIELD, GO NORTH ON D STREET FOR
 LH1535'0.64 KM (0.40 MI) TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON THE
 LH1535'HIGHWAY FOR 5.15 KM (3.20 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 LH1535'AND GO NORTH ON THE GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A T-ROAD
 LH1535'AND STATION DANA.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.72
 LH1535'KM (0.45 MI) TO THE MARK ON THE RIGHT.
 LH1535'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1535'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.0 M
 LH1535'(3.3 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.1 M (29.9 FT)
 LH1535'SOUTH FROM THE CENTERLINE OF THE ROAD, 1.37 M (4.49 FT) NORTHWEST FROM
 LH1535'A POWER POLE, 1.2 M (3.9 FT) NORTH FROM A FENCE AND 0.55 M (1.80 FT)
 LH1535'EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1164 ***********************************************************************
 LH1164  DESIGNATION -  DANA RESET
 LH1164  PID         -  LH1164
 LH1164  STATE/COUNTY-  NE/CLAY
 LH1164  COUNTRY     -  US
 LH1164  USGS QUAD   -  FAIRFIELD NW (2017)
 LH1164
 LH1164                         *CURRENT SURVEY CONTROL
 LH1164  ______________________________________________________________________
 LH1164* NAD 83(1995) POSITION- 40 27 07.95674(N) 098 09 55.54102(W)   ADJUSTED
 LH1164* NAVD 88 ORTHO HEIGHT -   548.    (meters)     1798.    (feet) VERTCON
 LH1164  ______________________________________________________________________
 LH1164  GEOID HEIGHT    -        -25.778 (meters)                     GEOID18
 LH1164  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 LH1164  HORZ ORDER      -  FIRST
 LH1164
 LH1164.The horizontal coordinates were established by classical geodetic methods
 LH1164.and adjusted by the National Geodetic Survey in August 1997.
 LH1164
 LH1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1164
 LH1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1164.GEOID18 height accuracy estimate available here.
 LH1164
 LH1164.Click photographs - Photos may exist for this station.
 LH1164
 LH1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1164
 LH1164. The following values were computed from the NAD 83(1995) position.
 LH1164
 LH1164;                    North         East     Units Scale Factor Converg.
 LH1164;SPC NE       -    70,365.307   655,584.122   MT  0.99982610   +1 12 56.8
 LH1164;SPC NE       -   230,856.84  2,150,862.24   sFT  0.99982610   +1 12 56.8
 LH1164;UTM  14      - 4,478,284.504   570,767.057   MT  0.99966164   +0 32 29.4
 LH1164
 LH1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1164!SPC NE       -   0.99991805  x   0.99982610  =   0.99974417
 LH1164!UTM  14      -   0.99991805  x   0.99966164  =   0.99957972
 LH1164
 LH1164:                Primary Azimuth Mark                     Grid Az
 LH1164:SPC NE       -  DANA AZ MK                               178 19 27.2
 LH1164:UTM  14      -  DANA AZ MK                               178 59 54.6
 LH1164
 LH1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7076778284(NAD 83)
 LH1164
 LH1164|---------------------------------------------------------------------|
 LH1164| PID    Reference Object                     Distance      Geod. Az  |
 LH1164|                                                           dddmmss.s |
 LH1164| CN9108 DANA RM 1                            27.598 METERS 03636     |
 LH1164| LH1107 CLAY CENTER MUN STANDPIPE           APPROX.12.0 KM 0505338.9 |
 LH1164| LH1535 DANA AZ MK 2                        APPROX. 0.7 KM 0914518.0 |
 LH1164| LH1536 DANA RM A RESET                      28.761 METERS 10009     |
 LH1164| LH1158 FAIRFIELD MUNICIPAL TANK            APPROX. 5.5 KM 1171919.4 |
 LH1164| LH1583 DANA RM 2                            34.363 METERS 13109     |
 LH1164| LH1582 DANA AZ MK                                         1793224.0 |
 LH1164| LH1186 LAWRENCE SACRED HEART CATCH CH      APPROX.19.5 KM 2040552.7 |
 LH1164| LH1185 LAWRENCE MUNICIPAL TANK             APPROX.19.7 KM 2041044.2 |
 LH1164| LH1584 DANA RM 3                            12.345 METERS 24621     |
 LH1164| LH1113 GLENVIL MUNICIPAL TANK              APPROX. 9.5 KM 3052124.5 |
 LH1164|---------------------------------------------------------------------|
 LH1164
 LH1164                          SUPERSEDED SURVEY CONTROL
 LH1164
 LH1164  NAD 83(1986)-  40 27 07.96422(N)    098 09 55.54055(W) AD(       ) 1
 LH1164  NAD 27      -  40 27 07.91700(N)    098 09 54.35800(W) AD(       ) 1
 LH1164  NGVD 29 (07/19/86)  548.     (m)         1798.     (f) VERT ANG       
 LH1164
 LH1164.Superseded values are not recommended for survey control.
 LH1164
 LH1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1164.See file dsdata.pdf to determine how the superseded data were derived.
 LH1164
 LH1164_MARKER: DS = TRIANGULATION STATION DISK
 LH1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1164_STAMPING: DANA 1951 1970
 LH1164_MARK LOGO: CGS
 LH1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1164+STABILITY: SURFACE MOTION
 LH1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1164+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1983
 LH1164
 LH1164  HISTORY     - Date     Condition        Report By
 LH1164  HISTORY     - 1951     MONUMENTED       CGS
 LH1164  HISTORY     - 1956     GOOD             CGS
 LH1164  HISTORY     - 1966     GOOD             CGS
 LH1164  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LH1164  HISTORY     - 1970     GOOD             NGS
 LH1164  HISTORY     - 1972     GOOD             NGS
 LH1164  HISTORY     - 1973     GOOD             USAF
 LH1164  HISTORY     - 19830412 GOOD             NGS
 LH1164
 LH1164                          STATION DESCRIPTION
 LH1164
 LH1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1164'THE STATION IS LOCATED ABOUT 3.0 MILES WEST-NORTHWEST OF FAIRFIELD IN
 LH1164'THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 93 FEET SOUTHWEST OF A
 LH1164'STEEL GRANARY, 42 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 20
 LH1164'FEET WEST OF THE CENTER OF A DIM TRACK ROAD, 6 FEET NORTH OF A POWER
 LH1164'LINE POLE AND 3 FEET EAST OF A WITNESS POST.  IT IS STAMPED DANA 1951
 LH1164'AND PROJECTS 3 INCHES.
 LH1164'
 LH1164'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A CULTIVATED FIELD, 25
 LH1164'FEET EAST OF THE CENTER OF A DIM TRACK ROAD AND 3 FEET SOUTHWEST OF A
 LH1164'STEEL GRANARY.  IT IS STAMPED DANA NO 1 1951 AND PROJECTS 2 INCHES.
 LH1164'
 LH1164'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST ANGLE OF A T INTERSECTION, 50
 LH1164'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 25 FEET SOUTH OF THE
 LH1164'CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF THE EAST END OF A WIRE
 LH1164'GATE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED DANA
 LH1164'NO 2 1951 AND PROJECTS 3 INCHES.
 LH1164'
 LH1164'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD, 39 FEET
 LH1164'SOUTH OF THE CENTER OF STATE HIGHWAY 74, 25 FEET EAST OF THE CENTER OF
 LH1164'A NORTH-SOUTH ROAD, 2 FEET SOUTHWEST OF A TELEPHONE POLE AND 2 FEET
 LH1164'NORTH OF A WITNESS POST.  IT IS STAMPED DANA 1951 AND PROJECTS 4
 LH1164'INCHES.
 LH1164'
 LH1164'TO REACH THE STATION FROM THE POST OFFICE IN FAIRFIELD, GO NORTH FOR
 LH1164'0.55 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST ON STATE HIGHWAY
 LH1164'74 FOR 3.0 MILES TO A CROSSROAD AND AZIMUTH MARK IN SOUTHEAST ANGLE AS
 LH1164'DESCRIBED.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A
 LH1164'T INTERSECTION AND STATION JUST NORTH-NORTHWEST AS DESCRIBED.
 LH1164'
 LH1164'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1164
 LH1164                          STATION RECOVERY (1956)
 LH1164
 LH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LH1164'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LH1164'GOOD CONDITION.  THE STEEL GRANARY HAS BEEN REMOVED BY MR. CLARENCE
 LH1164'SCHLIEP WHO REQUESTED THAT REFERENCE MARK NO. 1 BE MOVED.  THE
 LH1164'DESCRIPTION IS ADEQUATE.  REFERENCE MARK NO. 3 WAS ESTABLISHED,
 LH1164'A BRIEF DESCRIPTION FOR IT FOLLOWS.
 LH1164'
 LH1164'REFERENCE MARK NO. 3 IS WEST-SOUTHWEST OF THE STATION AT THE
 LH1164'SOUTH EDGE OF A CULTIVATED FIELD, 30 FEET NORTH OF THE CENTER OF
 LH1164'GRAVEL ROAD, AND 29 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LH1164'PROJECTS 6 INCHES AND THE DISK IS STAMPED DANA NO 3 1951.
 LH1164
 LH1164                          STATION RECOVERY (1966)
 LH1164
 LH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1164'STATION LOCATION AND TO REACH ARE ADEQUATE.  REFERENCE MARK NUMBER
 LH1164'3 APPEARS TO HAVE BEEN TILTED SLIGHTLY.  A CHECK OF DISTANCE AND
 LH1164'DIRECTION CONFIRMED THIS.  DUE TO CHANGES IN ROADS, A COMPLETE NEW
 LH1164'DESCRIPTION OF MARKS FOLLOWS.
 LH1164'
 LH1164'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LH1164'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 LH1164'STAMPED DANA 1951.  IT IS 76.5 FEET NORTH-NORTHEAST OF A POWERLINE
 LH1164'POLE, 56 FEET NORTHWEST OF CENTER OF A T-INTERSECTION OF TWO
 LH1164'GRAVELED ROADS, 46 FEET NORTH OF CENTER OF A GRAVELED ROAD AND 12.6
 LH1164'FEET NORTHEAST OF A POWERLINE SUPPORT POLE.
 LH1164'
 LH1164'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1164'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS
 LH1164'STAMPED DANA NO 2 1951.  IT IS 74.0 FEET WEST-NORTHWEST OF
 LH1164'NORTHWEST ONE OF THREE HIGH TENSION POWERLINE POLES, 64 FEET
 LH1164'EAST-SOUTHEAST OF CENTER OF THE T-INTERSECTION, 30 FEET SOUTH OF
 LH1164'CENTER OF GRAVELED ROAD AND 3.0 FEET WEST OF A FENCELINE.
 LH1164'
 LH1164'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1164'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 LH1164'STAMPED DANA NO 3 1952.  THE NUMERAL 3 ON THE DISK IS PARTIALLY
 LH1164'OBSCURED.  IT IS 60 FEET NORTH OF A FENCELINE, 28 FEET NORTH OF A
 LH1164'GRAVELED ROAD, 31.0 FEET WEST OF A POWERLINE SUPPORT POLE AND IS
 LH1164'AT THE EXTREME SOUTH EDGE OF A CULTIVATED FIELD.
 LH1164'
 LH1164'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1164'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 LH1164'DANA 1951.  IT IS 34-1/2 FEET SOUTH OF CENTER OF STATE HIGHWAY
 LH1164'74, 29 FEET EAST OF CENTER OF A GRAVELED ROAD, 2.0 FEET NORTH OF A
 LH1164'METAL WITNESS POST AND 1.6 FEET SOUTHWEST OF A POWERLINE POLE.
 LH1164'
 LH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 LH1164'WEST-NORTHWEST OF FAIRFIELD.
 LH1164'
 LH1164'HEIGHT OF LIGHT ABOVE STATION MARK 85.30 FEET.
 LH1164
 LH1164                          STATION RECOVERY (1970)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LH1164'THE STATION MARK WAS FOUND RESET IN A NEW LOCATION BY THE PROPERTY
 LH1164'OWNER.  THE MARK WAS PULLED OUT OF GROUND BY FARM EQUIPMENT.  THE
 LH1164'UNDERGROUND STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO.
 LH1164'3, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LH1164'FOUND IN GOOD CONDITION.  DUE TO CORN AND WET GROUND DUE TO
 LH1164'IRRIGATION THE DISTANCE AND DIRECTION TO THE MARKS WERE NOT CHECKED.
 LH1164'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LH1164'
 LH1164'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LH1164'MARK.
 LH1164'
 LH1164'THE STATION MARK, A STANDARD DISK STAMPED DANA 1951 1970, IS SET
 LH1164'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES.  IT IS
 LH1164'40 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 20 FEET WEST OF A
 LH1164'PROJECTED CENTER OF A FIELD ENTRANCE, 17.5 FEET NORTH-NORTHEAST OF
 LH1164'A TELEPHONE POLE, AND 6 FEET EAST OF A PROJECTED FENCE LINE ON
 LH1164'THE SOUTH SIDE OF THE GRAVELED ROAD.  THE UNDERGROUND MARK, A
 LH1164'STANDARD DISK STAMPED DANA 1951, IS SET IN THE TOP OF AN
 LH1164'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 LH1164'GROUND.
 LH1164'
 LH1164'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE AZIMUTH MARK.
 LH1164'
 LH1164'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK NO. 2.
 LH1164'
 LH1164'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 3.
 LH1164'
 LH1164'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 IS
 LH1164'135.04 FEET.
 LH1164'
 LH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WNW
 LH1164'OF FAIRFIELD.
 LH1164
 LH1164                          STATION RECOVERY (1970)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LH1164'RECOVERED IN GOOD CONDITION.
 LH1164
 LH1164                          STATION RECOVERY (1972)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LH1164'THE STATION MARK, REFERENCE MARK 2 AND 3 AND THE AZIMUTH MARK WERE
 LH1164'RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.  STATION
 LH1164'DANA 1966 RMA WAS FOUND LYING ON TOP THE GROUND AND WAS SET BACK
 LH1164'IN ITS ORIGINAL POSITION THIS DATE.  THE AZIMUTH MARK IS
 LH1164'OBSTRUCTED BY TREES AND BRUSH ALONG THE ROAD RIGHT-OF-WAY.  THE
 LH1164'DISTANCES TO THE MARKS COMPARED GOOD WITH THE PREVIOUS DISTANCES.
 LH1164'THE ANGLES BETWEEN THE MARKS COMPARED FAVORABLY WITH THE PREVIOUS
 LH1164'ANGLES.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION
 LH1164'IS ADEQUATE.  THE STATION MARKS ARE ON PROPERTY OWNED BY MR.
 LH1164'CLARENCE SCHLIEP, FAIRFIELD, NEBRASKA-68938.
 LH1164'
 LH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 LH1164'WEST-NORTHWEST OF FAIRFIELD.
 LH1164
 LH1164                          STATION RECOVERY (1973)
 LH1164
 LH1164'RECOVERY NOTE BY US AIR FORCE 1973
 LH1164'STATION, AZIMUTH MARK AND RM 3 WERE RECOVERED IN GOOD CONDITION.
 LH1164'FOLLOWING A THOROUGH SEARCH, RM 2 WAS NOT FOUND.
 LH1164'
 LH1164'THE STEEL GRANARY IN THE AREA HAS BEEN MOVED.  THE ROUTE DESCRIPTION
 LH1164'IS ADEQUATE.
 LH1164
 LH1164                          STATION RECOVERY (1983)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1164'THE RECESSED STATION MARK, DANA RM A, REFERENCE MARKS 2,3 AND THE
 LH1164'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 LH1164'WAS DESTROYED DUE TO ROAD CONSTRUCTION ALONG STATE HIGHWAY 74.  AN
 LH1164'AZIMUTH MARK 2 WAS ESTABLISHED PRIOR TO THE DESTRUCTION OF THE AZIMUTH
 LH1164'MARK.  THE DISTANCES AND DIRECTIONS TO EXISTING MARKS WERE FAVORABLE
 LH1164'TO 1966 AND 1972 OBSERVATIONS.  IT WAS NOTED THERE IS AN APPARENT
 LH1164'TYPOGRAPHICAL ERROR IN THE METRIC DISTANCE TO DANA RM A IN THE 1972
 LH1164'RECOVERY NOTE.  THIS DISTANCE WAS NOT RE-TRAVERSED THIS DATE DUE TO
 LH1164'RAIN AND HAVING TO EXPOSE STANDARDIZED TAPES TO ADVERSE CONDITIONS. A
 LH1164'NEW DESCRIPTION FOLLOWS.
 LH1164'
 LH1164'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) WEST-NORTHWEST FROM
 LH1164'FAIRFIELD, 1.6 KM (1.0 MI) NORTH FROM STATE HIGHWAY 74, 1.21 KM
 LH1164'(0.75 MI) WEST FROM A RAILROAD TRACK AND ON PROERTY OWNED BY CLARENCE
 LH1164'SCHLIED, RURAL ROUTE, FAIRFIELD NE 68938.  NO TELEPHONE NUMBER
 LH1164'FURNISHED.
 LH1164'
 LH1164'TO REACH FROM THE POST OFFICE IN FAIRFIELD, GO NORTH ON D STREET FOR
 LH1164'0.64 KM (0.40 MI) TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON THE
 LH1164'HIGHWAY FOR 5.15 KM (3.20 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND
 LH1164'GO NORTH ON THE GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A T-ROAD AND
 LH1164'THE STATION.
 LH1164'
 LH1164'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1164'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  IT IS 17.7 M
 LH1164'(58.1 FT) NORTHWEST FROM THE CENTER OF THE ROAD INTERSECTION, 13.1 M
 LH1164'(43.0 FT) NORTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 12.50 M
 LH1164'(41.01 FT) NORTHEAST FROM A WITNESS POST AT RM 3 AND 29.1 M (95.5 FT)
 LH1164'WEST-NORTHWEST FROM A WITNESS POST AT RM A.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1165 ***********************************************************************
 LH1165  DESIGNATION -  DANA RM A
 LH1165  PID         -  LH1165
 LH1165  STATE/COUNTY-  NE/CLAY
 LH1165  COUNTRY     -  US
 LH1165  USGS QUAD   -  FAIRFIELD NW (2017)
 LH1165
 LH1165                         *CURRENT SURVEY CONTROL
 LH1165  ______________________________________________________________________
 LH1165* NAD 83(1986) POSITION- 40 27 07.     (N) 098 09 54.     (W)   SCALED
 LH1165* NAVD 88 ORTHO HEIGHT -   548.    (meters)     1798.    (feet) VERTCON
 LH1165  ______________________________________________________________________
 LH1165  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 LH1165
 LH1165.The horizontal coordinates were scaled from a map and have
 LH1165.an estimated accuracy of +/- 6 seconds.
 LH1165
 LH1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1165
 LH1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1165.GEOID18 height accuracy estimate available here.
 LH1165
 LH1165.Click photographs - Photos may exist for this station.
 LH1165
 LH1165;                    North         East    Units  Estimated Accuracy
 LH1165;SPC NE       -    70,340.      655,620.      MT  (+/- 180 meters Scaled)
 LH1165
 LH1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK708782(NAD 83)
 LH1165
 LH1165                          SUPERSEDED SURVEY CONTROL
 LH1165
 LH1165  NGVD 29 (07/19/86)  548.     (m)         1798.     (f) VERT ANG       
 LH1165
 LH1165.Superseded values are not recommended for survey control.
 LH1165
 LH1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1165.See file dsdata.pdf to determine how the superseded data were derived.
 LH1165
 LH1165_MARKER: DS = TRIANGULATION STATION DISK
 LH1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1165_STAMPING: DANA RM A 1966
 LH1165_MARK LOGO: CGS
 LH1165_PROJECTION: FLUSH
 LH1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1165+STABILITY: SURFACE MOTION
 LH1165
 LH1165  HISTORY     - Date     Condition        Report By
 LH1165  HISTORY     - 1966     MONUMENTED       CGS
 LH1165  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LH1165
 LH1165                          STATION DESCRIPTION
 LH1165
 LH1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1165'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 LH1165'AS TRIANGULATION STATION DANA 1951.
 LH1165'
 LH1165'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.
 LH1165'THE DISK IS SET ON THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 LH1165'THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 LH1165'STAMPED DANA RM A 1966.  THE MARK IS 111 FEET NORTHWEST OF THE
 LH1165'CENTER POLE OF 3 POWERLINE POLES, 77 FEET NORTHEAST OF THE
 LH1165'INTERSECTION OF GRAVELED ROADS, 74 FEET NORTHEAST OF A TELEPHONE
 LH1165'POLE AND 27 FEET NORTH OF THE APPROXIMATE CENTER OF GRAVELED
 LH1165'ROAD.
 LH1165'
 LH1165'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DANA 1951,
 LH1165'DISTANCE BEING 28.762 METERS OR 94.36 FEET.
 LH1165'
 LH1165'OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.
 LH1165
 LH1165                          STATION RECOVERY (1972)
 LH1165
 LH1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LH1165'THE SURFACE AND SUB-SURFACE STATION MARK WERE FOUND LYING ON TOP
 LH1165'THE GROUND NEAR THERE ORIGINAL LOCATION AND WERE DUG OUT WHEN A
 LH1165'DITCH WAS DUG FOR AN IRRIGATION PIPE.  THE STATION MARK WAS SET
 LH1165'BACK IN ITS ORIGINAL POSITION THIS DATE WITH ANGLE CHECKS AT
 LH1165'STATION DANA 1951 1970 AND A TRAVERSE CONNECTION TO DANA 1951 1970.
 LH1165'
 LH1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 LH1165'NORTH-NORTHWEST OF FAIRFIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0491 ***********************************************************************
 NO0491  DESIGNATION -  DANDALE
 NO0491  PID         -  NO0491
 NO0491  STATE/COUNTY-  NE/CHERRY
 NO0491  COUNTRY     -  US
 NO0491  USGS QUAD   -  BRISTOL LAKE (2017)
 NO0491
 NO0491                         *CURRENT SURVEY CONTROL
 NO0491  ______________________________________________________________________
 NO0491* NAD 83(1995) POSITION- 42 17 01.06126(N) 101 48 05.02327(W)   ADJUSTED
 NO0491* NAVD 88 ORTHO HEIGHT -  1231.    (meters)     4039.    (feet) SCALED
 NO0491  ______________________________________________________________________
 NO0491  GEOID HEIGHT    -        -18.923 (meters)                     GEOID18
 NO0491  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 NO0491  HORZ ORDER      -  FIRST
 NO0491
 NO0491.The horizontal coordinates were established by classical geodetic methods
 NO0491.and adjusted by the National Geodetic Survey in August 1997.
 NO0491
 NO0491.The orthometric height was scaled from a topographic map.
 NO0491
 NO0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0491.GEOID18 height accuracy estimate available here.
 NO0491
 NO0491.Click photographs - Photos may exist for this station.
 NO0491
 NO0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0491
 NO0491. The following values were computed from the NAD 83(1995) position.
 NO0491
 NO0491;                    North         East     Units Scale Factor Converg.
 NO0491;SPC NE       -   273,600.938   351,465.403   MT  0.99975073   -1 11 37.6
 NO0491;SPC NE       -   897,639.08  1,153,099.41   sFT  0.99975073   -1 11 37.6
 NO0491;UTM  14      - 4,685,068.638   269,019.349   MT  1.00025650   -1 53 08.2
 NO0491
 NO0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0491!SPC NE       -   0.99980986  x   0.99975073  =   0.99956064
 NO0491!UTM  14      -   0.99980986  x   1.00025650  =   1.00006632
 NO0491
 NO0491:                Primary Azimuth Mark                     Grid Az
 NO0491:SPC NE       -  DANDALE AZ MK                            275 00 15.1
 NO0491:UTM  14      -  DANDALE AZ MK                            275 41 45.7
 NO0491
 NO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6901985068(NAD 83)
 NO0491
 NO0491|---------------------------------------------------------------------|
 NO0491| PID    Reference Object                     Distance      Geod. Az  |
 NO0491|                                                           dddmmss.s |
 NO0491| CP9116 DANDALE RM 1                         11.641 METERS 13210     |
 NO0491| CP9117 DANDALE RM 2                         10.759 METERS 23148     |
 NO0491| CP9115 DANDALE AZ MK                                      2734837.5 |
 NO0491|---------------------------------------------------------------------|
 NO0491
 NO0491                          SUPERSEDED SURVEY CONTROL
 NO0491
 NO0491  NAD 83(1986)-  42 17 01.05779(N)    101 48 05.02710(W) AD(       ) 1
 NO0491  NAD 27      -  42 17 01.11200(N)    101 48 03.40500(W) AD(       ) 1
 NO0491
 NO0491.Superseded values are not recommended for survey control.
 NO0491
 NO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0491.See file dsdata.pdf to determine how the superseded data were derived.
 NO0491
 NO0491_MARKER: DS = TRIANGULATION STATION DISK
 NO0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0491_STAMPING: DANDALE 1946
 NO0491_MARK LOGO: CGS
 NO0491_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0491
 NO0491  HISTORY     - Date     Condition        Report By
 NO0491  HISTORY     - 1946     MONUMENTED       CGS
 NO0491
 NO0491                          STATION DESCRIPTION
 NO0491
 NO0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0491'LOCATED ABOUT 20 MILES NORTH BY WEST OF HYANNIS, 0.8 MILE EAST
 NO0491'OF A WINDMILL AND SMALL POND, 0.7 MILE EAST OF A TRACK ROAD
 NO0491'AND 10 FEET SOUTH-SOUTHEAST OF A REFERENCE POST ON THE HIGHEST
 NO0491'POINT OF A PROMINENT NORTH-SOUTH SAND RIDGE.  IT IS A STANDARD
 NO0491'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0491'12 INCHES.  IT IS STAMPED DANDALE 1946.
 NO0491'
 NO0491'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION.
 NO0491'IT IS STAMPED DANDALE NO 1 1946 AND PROJECTS 12 INCHES.  IT
 NO0491'IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE.
 NO0491'
 NO0491'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0491'IT IS STAMPED DANDALE NO 2 1946 AND PROJECTS 12 INCHES.  IT
 NO0491'IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE.
 NO0491'
 NO0491'THE AZIMUTH MARK IS 0.1 MILE EAST OF A WINDMILL, 50 FEET EAST
 NO0491'OF A TRACK ROAD AND 2 FEET EAST OF A REFERENCE POST.  IT IS
 NO0491'STAMPED DANDALE 1946 AND PROJECTS 10 INCHES.
 NO0491'
 NO0491'TO REACH THE STATION FROM THE NORTH EDGE OF THE MAIN STREET
 NO0491'IN HYANNIS, GO WEST ON STATE HIGHWAY NO. 2 FOR 0.25 MILE.  THEN
 NO0491'RIGHT, NORTH, FOR 0.85 MILE.  THEN RIGHT FORK FOR 0.65 MILE.  THEN
 NO0491'LEFT FORK FOR 2.25 MILES.  THEN LEFT FORK FOR 0.25 MILE.  THEN
 NO0491'RIGHT FORK FOR 0.9 MILE.  THEN RIGHT FORK FOR 1.2 MILE.  THEN
 NO0491'LEFT FORK FOR 1.6 MILES TO A RANCH ON THE RIGHT.  CONTINUE,
 NO0491'NORTHERLY, FOR 1.75 MILES TO A FORK.  THEN LEFT FORK FOR 0.85
 NO0491'MILE.  THEN RIGHT FORK FOR 1.0 MILE.  THEN RIGHT FORK FOR
 NO0491'2.35 MILES.  THEN RIGHT FORK FOR 0.15 MILE.  THEN LEFT FORK
 NO0491'FOR 1.1 MILE.  THEN RIGHT FORK FOR 2.9 MILES TO A FORK.  THEN
 NO0491'LEFT FORK FOR 2.45 MILES TO AN AUTO GATE AND A FORK.  TAKE
 NO0491'THE RIGHT FORK FOR 1.4 MILES TO ANOTHER AUTO GATE AND A
 NO0491'FORK.  THEN RIGHT FORK FOR 4.25 MILES TO AN AUTO GATE AT
 NO0491'A T FENCE INTERSECTION.  CONTINUE, NORTHERLY, FOR 1.0 MILE
 NO0491'TO A WINDMILL ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 NO0491'THEN TURN RIGHT, EAST, FOR 0.7 MILE TO THE TOP OF THE
 NO0491'RIDGE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2061 ***********************************************************************
 MK2061  DESIGNATION -  DANIEL
 MK2061  PID         -  MK2061
 MK2061  STATE/COUNTY-  NE/SAUNDERS
 MK2061  COUNTRY     -  US
 MK2061  USGS QUAD   -  MALMO (2017)
 MK2061
 MK2061                         *CURRENT SURVEY CONTROL
 MK2061  ______________________________________________________________________
 MK2061* NAD 83(1995) POSITION- 41 21 55.44790(N) 096 38 15.06208(W)   ADJUSTED
 MK2061* NAVD 88 ORTHO HEIGHT -   395.    (meters)     1296.    (feet) SCALED
 MK2061  ______________________________________________________________________
 MK2061  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 MK2061  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 MK2061  HORZ ORDER      -  SECOND
 MK2061
 MK2061.The horizontal coordinates were established by classical geodetic methods
 MK2061.and adjusted by the National Geodetic Survey in August 1997.
 MK2061
 MK2061.The orthometric height was scaled from a topographic map.
 MK2061
 MK2061.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2061.GEOID18 height accuracy estimate available here.
 MK2061
 MK2061.Click photographs - Photos may exist for this station.
 MK2061
 MK2061.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2061
 MK2061. The following values were computed from the NAD 83(1995) position.
 MK2061
 MK2061;                    North         East     Units Scale Factor Converg.
 MK2061;SPC NE       -   175,566.604   781,168.864   MT  0.99966159   +2 13 41.9
 MK2061;SPC NE       -   576,004.77  2,562,884.85   sFT  0.99966159   +2 13 41.9
 MK2061;UTM  14      - 4,582,014.428   697,594.268   MT  1.00008052   +1 33 42.4
 MK2061
 MK2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2061!SPC NE       -   0.99994223  x   0.99966159  =   0.99960384
 MK2061!UTM  14      -   0.99994223  x   1.00008052  =   1.00002275
 MK2061
 MK2061:                Primary Azimuth Mark                     Grid Az
 MK2061:SPC NE       -  CEDAR BLUFFS AIR VENT ELEV               031 59 05.5
 MK2061:UTM  14      -  CEDAR BLUFFS AIR VENT ELEV               032 39 05.0
 MK2061
 MK2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9759482014(NAD 83)
 MK2061
 MK2061|---------------------------------------------------------------------|
 MK2061| PID    Reference Object                     Distance      Geod. Az  |
 MK2061|                                                           dddmmss.s |
 MK2061| CL7027 CEDAR BLUFFS AIR VENT ELEV                         0341247.4 |
 MK2061| CL6348 DANIEL RM 1                          11.490 METERS 26535     |
 MK2061| CL6349 DANIEL RM 2                          14.895 METERS 35846     |
 MK2061|---------------------------------------------------------------------|
 MK2061
 MK2061                          SUPERSEDED SURVEY CONTROL
 MK2061
 MK2061  NAD 83(1986)-  41 21 55.45658(N)    096 38 15.06398(W) AD(       ) 2
 MK2061  NAD 27      -  41 21 55.44533(N)    096 38 13.96339(W) AD(       ) 2
 MK2061
 MK2061.Superseded values are not recommended for survey control.
 MK2061
 MK2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2061.See file dsdata.pdf to determine how the superseded data were derived.
 MK2061
 MK2061_MARKER: DD = SURVEY DISK
 MK2061_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2061+WITH SETTING: INFORMATION.
 MK2061_STAMPING: ET DANIEL 1967
 MK2061_MARK LOGO: USGS
 MK2061_PROJECTION: FLUSH
 MK2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2061
 MK2061  HISTORY     - Date     Condition        Report By
 MK2061  HISTORY     - 1967     MONUMENTED       USGS
 MK2061
 MK2061                          STATION DESCRIPTION
 MK2061
 MK2061'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2061'THE STATION IS LOCATED APPROX. 11.0 MI N. AND 1.0 MI W. OF WAHOO,
 MK2061'T. 16 N., R. 7 E., NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 9 AND
 MK2061'16, 31 FT N., 42 FT W. OF CENTER OF FIELD ENTRANCE N., 3 FT N.,
 MK2061'3 FT E. OF FENCE CORNER AND USGS WITNESS POST.
 MK2061'
 MK2061'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2061'6TH ST. 0.2 MI TO CHESTNUT ST (HWY. 92) TURN RIGHT (N.) AND GO
 MK2061'ALONG CHESTNUT ST. FOR 0.6 MI TO 15TH ST. TURN LEFT (W.) AND
 MK2061'GO ALONG 15TH ST. FOR 0.5 MI TO T-RD. N., TURN RIGHT (N.) AND GO
 MK2061'1.0 MI TO T-RD. S., TURN LEFT (W.) AND GO 0.5 MI TO T-RD. N.,
 MK2061'TURN RIGHT (N.) AND GO 9.2 MI TO CROSSROADS, TURN RIGHT (E.) AND
 MK2061'GO 0.1 MI TO STATION ON LEFT (N.) SIDE OF RD.
 MK2061'
 MK2061'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2061'0.5 IN. COPPER COATED ROADS, CENTERED IN 6 IN. DIAMETER TILES, 12
 MK2061'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2061'
 MK2061'THE STATION MARK IS STAMPED ET DANIEL 1967.
 MK2061'
 MK2061'REFERENCE MARK 1 IS W. OF THE STATION, 28 FT N., 80 FT W. OF
 MK2061'CENTER OF RD. AT FIELD ENTRANCE N., 2 FT S. OF FENCE STAMPED
 MK2061'DANIEL NO. 1 1967.
 MK2061'
 MK2061'REFERENCE MARK 2 IS N. OF THE STATION, 80 FT N., 42 FT W. OF
 MK2061'CENTER OF FIELD ENTRANCE N., 3 FT E. OF FENCE, STAMPED DANIEL NO 2
 MK2061'1967.
 MK2061'
 MK2061'AZIMUTH MARK = AIR VENT IN ELEVATOR IN CEDAR BLUFFS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0422 ***********************************************************************
 NO0422  DESIGNATION -  DANIELS
 NO0422  PID         -  NO0422
 NO0422  STATE/COUNTY-  NE/CHERRY
 NO0422  COUNTRY     -  US
 NO0422  USGS QUAD   -  MULE LAKE (2017)
 NO0422
 NO0422                         *CURRENT SURVEY CONTROL
 NO0422  ______________________________________________________________________
 NO0422* NAD 83(1995) POSITION- 42 27 01.17456(N) 100 41 16.69985(W)   ADJUSTED
 NO0422* NAVD 88 ORTHO HEIGHT -   989.23  (+/-2cm)     3245.5   (feet) VERTCON
 NO0422  ______________________________________________________________________
 NO0422  GEOID HEIGHT    -        -21.265 (meters)                     GEOID18
 NO0422  LAPLACE CORR    -         -6.45  (seconds)                    DEFLEC18
 NO0422  HORZ ORDER      -  FIRST
 NO0422  VERT ORDER      -  THIRD ? (See Below)
 NO0422
 NO0422.The horizontal coordinates were established by classical geodetic methods
 NO0422.and adjusted by the National Geodetic Survey in August 1997.
 NO0422
 NO0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0422
 NO0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0422.GEOID18 height accuracy estimate available here.
 NO0422
 NO0422.The vertical order pertains to the NGVD 29 superseded value.
 NO0422
 NO0422.Click photographs - Photos may exist for this station.
 NO0422
 NO0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0422
 NO0422. The following values were computed from the NAD 83(1995) position.
 NO0422
 NO0422;                    North         East     Units Scale Factor Converg.
 NO0422;SPC NE       -   290,791.295   443,416.849   MT  0.99979458   -0 27 21.3
 NO0422;SPC NE       -   954,037.77  1,454,776.78   sFT  0.99979458   -0 27 21.3
 NO0422;UTM  14      - 4,701,157.655   361,194.304   MT  0.99983706   -1 08 22.1
 NO0422
 NO0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0422!SPC NE       -   0.99984821  x   0.99979458  =   0.99964282
 NO0422!UTM  14      -   0.99984821  x   0.99983706  =   0.99968530
 NO0422
 NO0422:                Primary Azimuth Mark                     Grid Az
 NO0422:SPC NE       -  DANIELS RM 3 AZIMUTH                     023 53 39.3
 NO0422:UTM  14      -  DANIELS RM 3 AZIMUTH                     024 34 40.1
 NO0422
 NO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6119401157(NAD 83)
 NO0422
 NO0422|---------------------------------------------------------------------|
 NO0422| PID    Reference Object                     Distance      Geod. Az  |
 NO0422|                                                           dddmmss.s |
 NO0422| CO2956 DANIELS RM 3 AZIMUTH                               0232618.0 |
 NO0422| CO2958 DANIELS RM 2                         22.848 METERS 07948     |
 NO0422| CO2957 DANIELS RM 1                         12.973 METERS 20523     |
 NO0422|---------------------------------------------------------------------|
 NO0422
 NO0422                          SUPERSEDED SURVEY CONTROL
 NO0422
 NO0422  NAD 83(1986)-  42 27 01.17493(N)    100 41 16.70676(W) AD(       ) 1
 NO0422  NAD 27      -  42 27 01.17100(N)    100 41 15.20600(W) AD(       ) 1
 NO0422  NGVD 29             988.92   (m)         3244.5    (f) LEVELING    3  
 NO0422
 NO0422.Superseded values are not recommended for survey control.
 NO0422
 NO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0422.See file dsdata.pdf to determine how the superseded data were derived.
 NO0422
 NO0422_MARKER: DS = TRIANGULATION STATION DISK
 NO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0422_STAMPING: DANIELS 1933
 NO0422_MARK LOGO: CGS
 NO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0422+STABILITY: SURFACE MOTION
 NO0422
 NO0422  HISTORY     - Date     Condition        Report By
 NO0422  HISTORY     - 1933     MONUMENTED       CGS
 NO0422  HISTORY     - 1949     GOOD             CGS
 NO0422
 NO0422                          STATION DESCRIPTION
 NO0422
 NO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0422'ABOUT 12 MILES SOUTH OF SIMEON POST OFFICE, 4 MILES SOUTH OF
 NO0422'DADS LAKE, AND 1 MILE SOUTHWEST OF BEAVER LAKE, IN NORTHEAST
 NO0422'QUARTER SEC. 35, T. 29 N., R. 29 W., ON LAND OWNED BY MRS. LIZZIE
 NO0422'DANIELS.  HILL IS LOCALLY KNOWN AS MONARCH HILL.
 NO0422'
 NO0422'REACHED FROM SIMEON POST OFFICE BY G.P. HIGHWAY SOUTH AND WEST
 NO0422'1.2 MILES TO UNGRADED ROAD TURNING LEFT, SOUTH, FOLLOW THIS ROAD
 NO0422'3.25 MILES TO FORK, KEEP RIGHT FORK AND FOLLOW 1.05 MILES TO
 NO0422'FORK.  KEEP RIGHT FORK, KEEPING RIGHT FORK AT 0.85, 1.55 MILES TO
 NO0422'FORKS, RANCH AND SCHOOL TO WEST.  KEEP LEFT FORK, SOUTH, AND
 NO0422'SOUTHEAST, SOUTH OF LAKE, 1.4 MILES TO FORK.  KEEP RIGHT HAND
 NO0422'FORK 1.6 MILES.  CONTINUE SOUTH AND KEEP RIGHT FORK 0.2 MILE,
 NO0422'KEEP LEFT FORK 2.5 MILES AND KEEP RIGHT-HAND STRAIGHT-AHEAD
 NO0422'FORK 1.7 MILES TO DANIELS RANCH ON WEST END OF BEAVER LAKE,
 NO0422'CONTINUE SOUTH 0.05 MILE, LEAVE MAIN ROAD HERE AND FOLLOW
 NO0422'DIM TRAIL SOUTH AND WEST, KEEPING TO LEFT OF SAND BLOW-OUT,
 NO0422'0.3 MILE TO A LEFT HAND FORK LEADING UP HILL.  FOLLOW THIS
 NO0422'TRAIL SOUTHWEST 0.5 MILE NEAR TOP OF HILL.  BEAR LEFT,
 NO0422'SOUTHEAST 0.3 MILE TO STATION.
 NO0422'
 NO0422'REFERENCE MARK NO. 1 IS SOUTH BY WEST OF STATION.
 NO0422'
 NO0422'REFERENCE MARK NO. 2 IS EAST OF STATION AND NEAR EAST EDGE OF
 NO0422'FLAT-TOPPED KNOLL.
 NO0422'
 NO0422'REFERENCE MARK NO. 3 (AZIMUTH) IS NORTHEAST OF STATION
 NO0422'APPROXIMATELY 1.0 MILE, IN EAST-AND-WEST FENCE 100 FEET EAST OF
 NO0422'BROWNLEE ROAD AND 100 YARDS SOUTH OF THE DANIELS HOUSE.
 NO0422'
 NO0422'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME HILL
 NO0422'AS STATION.
 NO0422'
 NO0422'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0422'BRONZE DISKS SET AS DESCRIBED.
 NO0422
 NO0422                          STATION RECOVERY (1949)
 NO0422
 NO0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0422'THE STATION, REFERENCE MARKS NOS 1 AND 2 (PIPE)
 NO0422'AND AZIMUTH MARK (PIPE) RECOVERED AND FOUND IN GOOD CONDITION.
 NO0422'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0422'
 NO0422'THE STATION IS LOCATED ABOUT 30.0 MILES NORTH OF THEDFORD, 12.0
 NO0422'MILES SOUTH OF SIEMON POST OFFICE AND 3/4 MILE SOUTHWEST OF THE
 NO0422'WEST END OF BEAVER LAKE ON THE HIGHEST POINT OF WHAT IS LOCALLY
 NO0422'KNOWN AS MONARCH HILL AND ON LAND OWNED BY MRS. LIZZIE DANIELS.
 NO0422'IT IS ABOUT 0.1 MILE SOUTH OF EAST-WEST FENCE LINE AND 6 FEET
 NO0422'SOUTHEAST OF WITNESS POST.  IT IS STAMPED DANIELS 1933 AND
 NO0422'PROJECTS 6 INCHES.
 NO0422'
 NO0422'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION AND ON
 NO0422'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A U.S.C. AND
 NO0422'G. SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH IRON
 NO0422'PIPE PROJECTING 1 FOOT AND STAMPED DANIELS NO 1 1933.
 NO0422'
 NO0422'REFERENCE MARK NO 2 IS EAST-NORTHEAST OF THE STATION AND ABOUT 1
 NO0422'FOOT LOWER IN ELEVATION THAN STATION MARK.  IT IS A U.S.C. AND G.
 NO0422'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH IRON PIPE
 NO0422'PROJECTING 1 FOOT AND STAMPED DANIELS NO 2 1933.
 NO0422'
 NO0422'THE AZIMUTH MARK IS ABOUT 3/4 MILE NORTH-NORTHEAST OF THE STATION,
 NO0422'0.05 MILE SOUTH OF THE DANIELS RANCH HOUSE, 120 FEET EAST OF ROAD
 NO0422'UP TO HOUSE AND 1 FOOT SOUTH OF OLD FENCE LINE.  IT IS A U.S.C.
 NO0422'AND G. SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH
 NO0422'IRON PIPE PROJECTING ABOUT 4 FEET AND STAMPED DANIELS NO 3 1933.
 NO0422'
 NO0422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0422'83 ABOUT 5.5 MILES SOUTHEAST OF VALENTINE, GO SOUTH ON U.S.
 NO0422'HIGHWAY 83 FOR 25.3 MILES TO SIDE ROAD RIGHT AT CLINT HULLS
 NO0422'MAIL BOX AND SIGN RAT AND BEAVER LAKE, TURN RIGHT AND FOLLOW
 NO0422'MAIN TRAVELED ROAD WEST, SOUTHWEST AND WEST FOR 2.3 MILES TO
 NO0422'FORK AND SIGN DADS LAKE RESORT AND WOOD LAKE, BEAR LEFT AND
 NO0422'FOLLOW MAIN ROAD WEST AND SOUTHWEST FOR 3.65 MILES TO FARM
 NO0422'HOUSE ON RIGHT, CONTINUE ON MAIN ROAD WESTERLY PASSING SCHOOL
 NO0422'HOUSE ON THE RIGHT FOR 3.15 MILES TO A REVERSED FORK ABOUT
 NO0422'0.1 MILE BEFORE REACHING THE DANIELS RANCH HOUSE AT THE WEST
 NO0422'END OF LAKE, (AZIMUTH MARK IS ABOUT 0.05 MILE AHEAD ON RIGHT
 NO0422'OF ROAD TO HOUSE AS DESCRIBED).  THE BEST ROUTE TO STATION
 NO0422'FROM THIS POINT IS TO FOLLOW TRACK ROAD SOUTHWESTERLY TO
 NO0422'TOP OF RIDGE, THENCE LEFT IN A SOUTHEASTERLY DIRECTION
 NO0422'TAKING FENCE LINE DOWN AND ON TO HIGHEST POINT AND STATION AS
 NO0422'DESCRIBED.  THE STATION IS ABOUT 3/4 MILE SOUTH-SOUTHWEST OF
 NO0422'THE DANIELS RANCH HOUSE ON THE HIGHEST POINT OF THE HILL.
 NO0422'
 NO0422'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NO0422'
 NO0422'LIGHTS FROM STATIONS, BAKER 1933, MARSH, REFUGE, HACKBERRY,
 NO0422'BROWNLEE, RBINSON 1933, HANNA AND BIG CREEK 1933 VISIBLE AT 4
 NO0422'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1230 ***********************************************************************
 LH1230  DESIGNATION -  DANISH LUTHERAN CHURCH SPIRE
 LH1230  PID         -  LH1230
 LH1230  STATE/COUNTY-  NE/KEARNEY
 LH1230  COUNTRY     -  US
 LH1230  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1230
 LH1230                         *CURRENT SURVEY CONTROL
 LH1230  ______________________________________________________________________
 LH1230* NAD 83(1995) POSITION- 40 25 32.29114(N) 098 55 48.44501(W)   ADJUSTED
 LH1230  ______________________________________________________________________
 LH1230  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 LH1230  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 LH1230  HORZ ORDER      -  THIRD
 LH1230
 LH1230.The horizontal coordinates were established by classical geodetic methods
 LH1230.and adjusted by the National Geodetic Survey in August 1997.
 LH1230
 LH1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1230.GEOID18 height accuracy estimate available here.
 LH1230
 LH1230.Click photographs - Photos may exist for this station.
 LH1230
 LH1230.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1230
 LH1230. The following values were computed from the NAD 83(1995) position.
 LH1230
 LH1230;                    North         East     Units Scale Factor Converg.
 LH1230;SPC NE       -    66,325.879   590,773.763   MT  0.99983464   +0 42 32.4
 LH1230;SPC NE       -   217,604.15  1,938,230.25   sFT  0.99983464   +0 42 32.4
 LH1230;UTM  14      - 4,475,002.784   505,927.429   MT  0.99960043   +0 02 43.1
 LH1230
 LH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0592775002(NAD 83)
 LH1230
 LH1230                          SUPERSEDED SURVEY CONTROL
 LH1230
 LH1230  NAD 83(1986)-  40 25 32.29722(N)    098 55 48.44525(W) AD(       ) 3
 LH1230  NAD 27      -  40 25 32.24565(N)    098 55 47.15576(W) AD(       ) 3
 LH1230
 LH1230.Superseded values are not recommended for survey control.
 LH1230
 LH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1230.See file dsdata.pdf to determine how the superseded data were derived.
 LH1230
 LH1230_MARKER: 90 = CHURCH SPIRE
 LH1230
 LH1230  HISTORY     - Date     Condition        Report By
 LH1230  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1230  HISTORY     - 1935     GOOD             CGS
 LH1230
 LH1230                          STATION DESCRIPTION
 LH1230
 LH1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1230'THIS STATION IS IN SEC. 8, T. 5 N., R. 14 W. (APPENDIX NO. 6
 LH1230'REPORT FOR 1901)
 LH1230
 LH1230                          STATION RECOVERY (1935)
 LH1230
 LH1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1230'THE OLD BUILDING WAS REMOVED, AND NEW STRUCTURE WAS ERECTED IN
 LH1230'1911.  IT IS KNOWN AS THE FREDERICKSBURG EVANGELICAL LUTHERAN
 LH1230'CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1102 ***********************************************************************
 ML1102  DESIGNATION -  DANNEBROG MUNICIPAL TANK
 ML1102  PID         -  ML1102
 ML1102  STATE/COUNTY-  NE/HOWARD
 ML1102  COUNTRY     -  US
 ML1102  USGS QUAD   -  DANNEBROG (2017)
 ML1102
 ML1102                         *CURRENT SURVEY CONTROL
 ML1102  ______________________________________________________________________
 ML1102* NAD 83(1995) POSITION- 41 07 03.35977(N) 098 32 45.34930(W)   ADJUSTED
 ML1102  ______________________________________________________________________
 ML1102  GEOID HEIGHT    -        -24.571 (meters)                     GEOID18
 ML1102  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 ML1102  HORZ ORDER      -  THIRD
 ML1102
 ML1102.The horizontal coordinates were established by classical geodetic methods
 ML1102.and adjusted by the National Geodetic Survey in August 1997.
 ML1102
 ML1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1102.GEOID18 height accuracy estimate available here.
 ML1102
 ML1102.Click photographs - Photos may exist for this station.
 ML1102
 ML1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1102
 ML1102. The following values were computed from the NAD 83(1995) position.
 ML1102
 ML1102;                    North         East     Units Scale Factor Converg.
 ML1102;SPC NE       -   143,613.490   622,076.055   MT  0.99968142   +0 57 49.0
 ML1102;SPC NE       -   471,171.93  2,040,927.86   sFT  0.99968142   +0 57 49.0
 ML1102;UTM  14      - 4,551,911.237   538,120.051   MT  0.99961788   +0 17 55.0
 ML1102
 ML1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3812051911(NAD 83)
 ML1102
 ML1102                          SUPERSEDED SURVEY CONTROL
 ML1102
 ML1102  NAD 83(1986)-  41 07 03.36704(N)    098 32 45.35214(W) AD(       ) 3
 ML1102  NAD 27      -  41 07 03.31900(N)    098 32 44.09600(W) AD(       ) 3
 ML1102
 ML1102.Superseded values are not recommended for survey control.
 ML1102
 ML1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1102.See file dsdata.pdf to determine how the superseded data were derived.
 ML1102
 ML1102_MARKER: 53 = ELEVATED TANK
 ML1102
 ML1102  HISTORY     - Date     Condition        Report By
 ML1102  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1102
 ML1102                          STATION DESCRIPTION
 ML1102
 ML1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1102'THE STATION IS LOCATED IN THE SOUTHEAST PART OF DANNEBROG, 75
 ML1102'FEET EAST FROM THE CENTER OF A NORTH-SOUTH STREET.  IT IS A FOUR
 ML1102'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP AND HAS
 ML1102'AN OVERALL HEIGHT OF 110 FEET.
 ML1102'
 ML1102'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1097 ***********************************************************************
 ML1097  DESIGNATION -  DANNEVIRKE
 ML1097  PID         -  ML1097
 ML1097  STATE/COUNTY-  NE/HOWARD
 ML1097  COUNTRY     -  US
 ML1097  USGS QUAD   -  COTESFIELD (2017)
 ML1097
 ML1097                         *CURRENT SURVEY CONTROL
 ML1097  ______________________________________________________________________
 ML1097* NAD 83(1995) POSITION- 41 17 44.42711(N) 098 42 30.88095(W)   ADJUSTED
 ML1097* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 ML1097  ______________________________________________________________________
 ML1097  GEOID HEIGHT    -        -24.297 (meters)                     GEOID18
 ML1097  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 ML1097  HORZ ORDER      -  THIRD
 ML1097
 ML1097.The horizontal coordinates were established by classical geodetic methods
 ML1097.and adjusted by the National Geodetic Survey in August 1997.
 ML1097
 ML1097.The orthometric height was scaled from a topographic map.
 ML1097
 ML1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1097.GEOID18 height accuracy estimate available here.
 ML1097
 ML1097.Click photographs - Photos may exist for this station.
 ML1097
 ML1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1097
 ML1097. The following values were computed from the NAD 83(1995) position.
 ML1097
 ML1097;                    North         East     Units Scale Factor Converg.
 ML1097;SPC NE       -   163,164.554   608,126.797   MT  0.99966529   +0 51 21.0
 ML1097;SPC NE       -   535,315.71  1,995,162.67   sFT  0.99966529   +0 51 21.0
 ML1097;UTM  14      - 4,571,621.498   524,399.194   MT  0.99960733   +0 11 32.4
 ML1097
 ML1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1097!SPC NE       -   0.99990245  x   0.99966529  =   0.99956778
 ML1097!UTM  14      -   0.99990245  x   0.99960733  =   0.99950982
 ML1097
 ML1097:                Primary Azimuth Mark                     Grid Az
 ML1097:SPC NE       -  DANNEVIRKE AZ MK                         178 39 25.2
 ML1097:UTM  14      -  DANNEVIRKE AZ MK                         179 19 13.8
 ML1097
 ML1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2439971621(NAD 83)
 ML1097
 ML1097|---------------------------------------------------------------------|
 ML1097| PID    Reference Object                     Distance      Geod. Az  |
 ML1097|                                                           dddmmss.s |
 ML1097| CN9111 DANNEVIRKE RM 1                      13.798 METERS 08601     |
 ML1097| CN9110 DANNEVIRKE AZ MK                                   1793046.2 |
 ML1097| CN9112 DANNEVIRKE RM 2                      10.322 METERS 18411     |
 ML1097|---------------------------------------------------------------------|
 ML1097
 ML1097                          SUPERSEDED SURVEY CONTROL
 ML1097
 ML1097  NAD 83(1986)-  41 17 44.43458(N)    098 42 30.88510(W) AD(       ) 3
 ML1097  NAD 27      -  41 17 44.39500(N)    098 42 29.60300(W) AD(       ) 3
 ML1097
 ML1097.Superseded values are not recommended for survey control.
 ML1097
 ML1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1097.See file dsdata.pdf to determine how the superseded data were derived.
 ML1097
 ML1097_MARKER: DS = TRIANGULATION STATION DISK
 ML1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1097
 ML1097  HISTORY     - Date     Condition        Report By
 ML1097  HISTORY     - 1951     MONUMENTED       CGS
 ML1097
 ML1097                          STATION DESCRIPTION
 ML1097
 ML1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1097'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF COTESFIELD,
 ML1097'5.5 MILES NORTHEAST OF ASHTON, 2.0 MILES SOUTH OF DANNEVIRKE
 ML1097'AND ON TOP OF A HILL, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 ML1097'DIRT ROAD.  IT IS 25.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ML1097'DIRT ROAD, 3.0 FEET NORTH OF A WITNESS POST AND 2.5 FEET EAST OF
 ML1097'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 ML1097'DANNEVIRKE 1951.
 ML1097'
 ML1097'REFERENCE MARK NO. 1 IS 19.0 FEET EAST OF THE CENTER OF A
 ML1097'NORTH-SOUTH DIRT ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 ML1097'IT PROJECTS 2 INCHES AND IS STAMPED DANNEVIRKE NO 1 1951.
 ML1097'
 ML1097'REFERENCE MARK NO. 2 IS 27.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ML1097'DIRT ROAD AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4
 ML1097'INCHES AND IS STAMPED DANNEVIRKE NO 2 1951.
 ML1097'
 ML1097'THE DISTANCE BETWEEN REFERENCE MARKS IS 60.3 FEET.
 ML1097'
 ML1097'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH OF THE STATION AND
 ML1097'NORTHEAST ACROSS THE ROAD FROM A FENCE CORNER.  IT IS 19.0 FEET
 ML1097'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 2.0 FEET SOUTH
 ML1097'OF A WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 ML1097'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED DANNEVIRKE 1951.
 ML1097'
 ML1097'TO REACH THE STATION FROM THE DEPOT IN COTESFIELD, GO SOUTHEAST
 ML1097'FOR 3.0 MILES ON STATE HIGHWAY 11 TO A CROSSROAD AND A SIGN
 ML1097'POINTING WEST TO DANNEVIRKE.  TURN RIGHT, WEST, ON A GRAVELED
 ML1097'ROAD FOR 5.8 MILES TO A CROSSROAD AT THE CENTER OF THE SMALL
 ML1097'VILLAGE OF DANNEVIRKE.  TURN LEFT, SOUTH, ON A DIRT ROAD FOR
 ML1097'1.9 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT
 ML1097'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0495 ***********************************************************************
 MM0495  DESIGNATION -  DARK
 MM0495  PID         -  MM0495
 MM0495  STATE/COUNTY-  NE/GRANT
 MM0495  COUNTRY     -  US
 MM0495  USGS QUAD   -  LONG VALLEY (2017)
 MM0495
 MM0495                         *CURRENT SURVEY CONTROL
 MM0495  ______________________________________________________________________
 MM0495* NAD 83(1995) POSITION- 41 49 31.76275(N) 101 57 34.81745(W)   ADJUSTED
 MM0495* NAVD 88 ORTHO HEIGHT -  1246.    (meters)     4088.    (feet) SCALED
 MM0495  ______________________________________________________________________
 MM0495  GEOID HEIGHT    -        -19.449 (meters)                     GEOID18
 MM0495  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 MM0495  HORZ ORDER      -  FIRST
 MM0495
 MM0495.The horizontal coordinates were established by classical geodetic methods
 MM0495.and adjusted by the National Geodetic Survey in August 1997.
 MM0495
 MM0495.The orthometric height was scaled from a topographic map.
 MM0495
 MM0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0495.GEOID18 height accuracy estimate available here.
 MM0495
 MM0495.Click photographs - Photos may exist for this station.
 MM0495
 MM0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0495
 MM0495. The following values were computed from the NAD 83(1995) position.
 MM0495
 MM0495;                    North         East     Units Scale Factor Converg.
 MM0495;SPC NE       -   223,025.342   337,263.859   MT  0.99967412   -1 17 55.2
 MM0495;SPC NE       -   731,708.98  1,106,506.51   sFT  0.99967412   -1 17 55.2
 MM0495;UTM  14      - 4,634,636.333   254,206.202   MT  1.00034349   -1 58 28.9
 MM0495;UTM  13      - 4,634,870.460   752,492.865   MT  1.00038458   +2 01 42.8
 MM0495
 MM0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0495!SPC NE       -   0.99980774  x   0.99967412  =   0.99948192
 MM0495!UTM  14      -   0.99980774  x   1.00034349  =   1.00015116
 MM0495!UTM  13      -   0.99980774  x   1.00038458  =   1.00019224
 MM0495
 MM0495:                Primary Azimuth Mark                     Grid Az
 MM0495:SPC NE       -  DARK AZ MK                               330 52 34.3
 MM0495:UTM  14      -  DARK AZ MK                               331 33 08.0
 MM0495:UTM  13      -  DARK AZ MK                               327 32 56.3
 MM0495
 MM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5420634636(NAD 83)
 MM0495
 MM0495|---------------------------------------------------------------------|
 MM0495| PID    Reference Object                     Distance      Geod. Az  |
 MM0495|                                                           dddmmss.s |
 MM0495| CP6950 DARK RM 2                            11.987 METERS 00632     |
 MM0495| CP6949 DARK RM 1                            15.270 METERS 32330     |
 MM0495| CP6948 DARK AZ MK                                         3293439.1 |
 MM0495|---------------------------------------------------------------------|
 MM0495
 MM0495                          SUPERSEDED SURVEY CONTROL
 MM0495
 MM0495  NAD 83(1986)-  41 49 31.76226(N)    101 57 34.82114(W) AD(       ) 1
 MM0495  NAD 27      -  41 49 31.82200(N)    101 57 33.16100(W) AD(       ) 1
 MM0495
 MM0495.Superseded values are not recommended for survey control.
 MM0495
 MM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0495.See file dsdata.pdf to determine how the superseded data were derived.
 MM0495
 MM0495_MARKER: DS = TRIANGULATION STATION DISK
 MM0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0495_STAMPING: DARK 1946
 MM0495_MARK LOGO: CGS
 MM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0495+STABILITY: SURFACE MOTION
 MM0495
 MM0495  HISTORY     - Date     Condition        Report By
 MM0495  HISTORY     - 1946     MONUMENTED       CGS
 MM0495
 MM0495                          STATION DESCRIPTION
 MM0495
 MM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0495'LOCATED ABOUT 14 MILES SOUTH OF ASHBY ON THE HIGHEST POINT
 MM0495'OF SHARP-POINTED SAND HILL WHICH HAS SAND BLOWOUTS ON THE EAST
 MM0495'AND SOUTH SIDES.  IT IS STAMPED DARK 1946 AND PROJECTS 6 INCHES.
 MM0495'
 MM0495'REFERENCE MARK NO. 1 IS ON THE NORTH WEST SLOPE OF THEHILL
 MM0495'AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 MM0495'DARK NO 1 1946 AND IS FLUSH WITH THE GROUND.
 MM0495'
 MM0495'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND ABOUT
 MM0495'10 FEET LOWER THAN THE STATION.  IT IS STAMPED DARK NO 2 1946
 MM0495'AND PROJECTS 6 INCHES.
 MM0495'
 MM0495'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF A WINDMILL AND
 MM0495'1 FOOT NORTH OF A 4-INCH SQUARE, WHITE WOODEN WITNESS POST
 MM0495'PROJECTING 3-1/2 FEET.  IT IS STAMPED DARK 1946 AND PROJECTS
 MM0495'5 INCHES.
 MM0495'
 MM0495'REACHED FROM ASHBY BY GOING EAST ON STATE HIGHWAY 2 FOR 1.45
 MM0495'MILES TO A SIDE ROAD RIGHT, SOUTH.  TURN RIGHT AND GO 7.95
 MM0495'MILES TO A FORK.  TAKE LEFT FORK, THROUGH CATTLE GUARD AND
 MM0495'GO 0.7 MILE TO A SMALL, WHITE SCHOOL ON THE RIGHT.  AND A FORK.
 MM0495'TAKE LEFT FORK AND GO 0.15 MILE TO A FORK AND CATTLE GUARD.
 MM0495'TAKE LEFT FORK AND GO 1.4 MILES TO A CATTLE GUARD AND A FORK.
 MM0495'TAKE LEFT FORK FOR 0.25 MILE TO A FORK.  TAKE RIGHT FORK,
 MM0495'WESTERLY, FOR 2.5 MILE TO A RANCH.  PASS THROUGH RANCH YARD AND GO
 MM0495'0.35 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A
 MM0495'GATE.  PASS THROUGH GATE AND GO 0.7 MILE TO A WIRE GATE
 MM0495'AND A WINDMILL.  PASS TO THE LEFT OF THE WINDMILL AND GO 0.15
 MM0495'MILE TO A DEEP WASH FROM THE LEFT.  TURN LEFT, SOUTH, AND
 MM0495'FOLLOW UP EAST SIDE OF WASH FOR 0.4 MILE TO THE AZIMUTH MARK
 MM0495'ON THE RIGHT.  HERE TURN LEFT AND CONTINUE TO THE HIGHEST
 MM0495'POINT AND THE STATION A DISTANCE OF 0.45 MILE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1077 ***********************************************************************
 LH1077  DESIGNATION -  DARR
 LH1077  PID         -  LH1077
 LH1077  STATE/COUNTY-  NE/DAWSON
 LH1077  COUNTRY     -  US
 LH1077  USGS QUAD   -  LEXINGTON WEST (2017)
 LH1077
 LH1077                         *CURRENT SURVEY CONTROL
 LH1077  ______________________________________________________________________
 LH1077* NAD 83(1995) POSITION- 40 48 13.35399(N) 099 50 38.07125(W)   ADJUSTED
 LH1077* NAVD 88 ORTHO HEIGHT -   741.98  (+/-2cm)     2434.3   (feet) VERTCON
 LH1077  ______________________________________________________________________
 LH1077  GEOID HEIGHT    -        -23.682 (meters)                     GEOID18
 LH1077  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LH1077  HORZ ORDER      -  THIRD
 LH1077  VERT ORDER      -  THIRD ? (See Below)
 LH1077
 LH1077.The horizontal coordinates were established by classical geodetic methods
 LH1077.and adjusted by the National Geodetic Survey in August 1997.
 LH1077
 LH1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1077
 LH1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1077.GEOID18 height accuracy estimate available here.
 LH1077
 LH1077.The vertical order pertains to the NGVD 29 superseded value.
 LH1077
 LH1077.Click photographs - Photos may exist for this station.
 LH1077
 LH1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1077
 LH1077. The following values were computed from the NAD 83(1995) position.
 LH1077
 LH1077;                    North         East     Units Scale Factor Converg.
 LH1077;SPC NE       -   107,750.570   513,168.133   MT  0.99973311   +0 06 12.4
 LH1077;SPC NE       -   353,511.66  1,683,619.12   sFT  0.99973311   +0 06 12.4
 LH1077;UTM  14      - 4,517,309.907   428,815.466   MT  0.99966237   -0 33 05.4
 LH1077
 LH1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1077!SPC NE       -   0.99988734  x   0.99973311  =   0.99962048
 LH1077!UTM  14      -   0.99988734  x   0.99966237  =   0.99954975
 LH1077
 LH1077:                Primary Azimuth Mark                     Grid Az
 LH1077:SPC NE       -  DARR AZ MK                               115 25 21.6
 LH1077:UTM  14      -  DARR AZ MK                               116 04 39.4
 LH1077
 LH1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2881517309(NAD 83)
 LH1077
 LH1077|---------------------------------------------------------------------|
 LH1077| PID    Reference Object                     Distance      Geod. Az  |
 LH1077|                                                           dddmmss.s |
 LH1077| CN9114 DARR RM 1                            14.722 METERS 11244     |
 LH1077| CN9113 DARR AZ MK                                         1153134.0 |
 LH1077| CN9115 DARR RM 2                            10.698 METERS 19747     |
 LH1077|---------------------------------------------------------------------|
 LH1077
 LH1077                          SUPERSEDED SURVEY CONTROL
 LH1077
 LH1077  NAD 83(1986)-  40 48 13.36079(N)    099 50 38.07557(W) AD(       ) 3
 LH1077  NAD 27      -  40 48 13.34200(N)    099 50 36.64500(W) AD(       ) 3
 LH1077  NGVD 29             741.69   (m)         2433.4    (f) LEVELING    3  
 LH1077
 LH1077.Superseded values are not recommended for survey control.
 LH1077
 LH1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1077.See file dsdata.pdf to determine how the superseded data were derived.
 LH1077
 LH1077_MARKER: DS = TRIANGULATION STATION DISK
 LH1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1077_STAMPING: DARR 1951
 LH1077_MARK LOGO: CGS
 LH1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1077+STABILITY: SURFACE MOTION
 LH1077
 LH1077  HISTORY     - Date     Condition        Report By
 LH1077  HISTORY     - 1951     MONUMENTED       CGS
 LH1077  HISTORY     - 1959     GOOD             CGS
 LH1077  HISTORY     - 1967     MARK NOT FOUND   CGS
 LH1077
 LH1077                          STATION DESCRIPTION
 LH1077
 LH1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1077'THE STATION IS LOCATED ABOUT 5.5 MILE WEST-NORTHWEST OF
 LH1077'LEXINGTON, BETWEEN THE UNION PACIFIC RAILROAD AND U.S. HIGHWAY
 LH1077'30 AND AT A SOUTHEAST ANGLE FROM A CROSSROAD.  IT IS IN THE
 LH1077'RAILROAD RIGHT-OF-WAY AND ACROSS THE TRACKS NORTH OF MILE
 LH1077'POST 230.  IT IS 87.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 LH1077'30, 50.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1077'ROAD, 45.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 6.0
 LH1077'FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 LH1077'STAMPED DARR 1951.
 LH1077'
 LH1077'REFERENCE MARK NO. 1 IS 85.0 FEET SOUTH OF THE CENTER OF U.S.
 LH1077'HIGHWAY 30, 48.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LH1077'AND 15.0 FEET NORTHEAST OF A TELEPHONE POLE.  IT PROJECTS
 LH1077'3 INCHES AND IS STAMPED DARR NO 1 1951.
 LH1077'
 LH1077'REFERENCE MARK NO. 2 IS 50.0 FEET EAST OF THE CENTER OF A
 LH1077'NORTH-SOUTH GRAVELED ROAD AND 10.0 FEET NORTH OF THE NORTH RAIL
 LH1077'OF THE RAILROAD.  IT PROJECTS 2 INCHES AND IS STAMPED DARR NO 2
 LH1077'1951.
 LH1077'
 LH1077'THE DISTANCE BETWEEN REFERENCE MARKS IS 57.1 FEET.
 LH1077'
 LH1077'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF U.S.
 LH1077'HIGHWAY 30, 2.0 FEET WEST OF A TELEPHONE POLE AND 1.5
 LH1077'FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 LH1077'STAMPED DARR 1951.
 LH1077'
 LH1077'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 LH1077'COURT HOUSE SQUARE IN LEXINGTON, GO SOUTH ON THE MAIN STREET
 LH1077'FOR 0.2 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND GO
 LH1077'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 4.95 MILES TO THE
 LH1077'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST-NORTHWEST
 LH1077'ON U.S. HIGHWAY 30 FOR 0.7 MILE TO A CROSSROAD AND THE STATION
 LH1077'ON THE LEFT AS DESCRIBED.
 LH1077'
 LH1077'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LH1077
 LH1077                          STATION RECOVERY (1959)
 LH1077
 LH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1077'ALL MARKS RECOVERED AS PREVIOUSLY DESCRIBED, REFERENCE MARK
 LH1077'NO. 2 HAS EVIDENTLY BEEN STRUCK WITH GRADING EQUIPMENT AND
 LH1077'NOW LEANS SLIGHTLY TO THE WEST, ALL OTHER MARKS FOUND INTACT.
 LH1077'
 LH1077'AT THIS DATE REFERENCE MARK NO. 1 WAS OCCUPIED WITH AN 8 FOOT
 LH1077'TRIPOD IN ORDER TO AVOID CLEARING NEARBY TREES IN PRIVATE
 LH1077'YARD.
 LH1077
 LH1077                          STATION RECOVERY (1967)
 LH1077
 LH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AMS)
 LH1077'STATION SEARCHED FOR BUT NOT RECOVERED.  DUE TO CONSTRUCTION
 LH1077'AND FILL WORK IN THE AREA, IT IS ASSUMED THAT THE STATION HAS
 LH1077'BEEN DESTROYED OR COVERED WITH FILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1179 ***********************************************************************
 LH1179  DESIGNATION -  DARWIN
 LH1179  PID         -  LH1179
 LH1179  STATE/COUNTY-  NE/WEBSTER
 LH1179  COUNTRY     -  US
 LH1179  USGS QUAD   -  GUIDE ROCK (2017)
 LH1179
 LH1179                         *CURRENT SURVEY CONTROL
 LH1179  ______________________________________________________________________
 LH1179* NAD 83(1995) POSITION- 40 00 08.56509(N) 098 16 37.37144(W)   ADJUSTED
 LH1179* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 LH1179  ______________________________________________________________________
 LH1179  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 LH1179  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 LH1179  HORZ ORDER      -  FIRST
 LH1179
 LH1179.The horizontal coordinates were established by classical geodetic methods
 LH1179.and adjusted by the National Geodetic Survey in August 1997.
 LH1179
 LH1179.The orthometric height was scaled from a topographic map.
 LH1179
 LH1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1179.GEOID18 height accuracy estimate available here.
 LH1179
 LH1179.Click photographs - Photos may exist for this station.
 LH1179
 LH1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1179
 LH1179. The following values were computed from the NAD 83(1995) position.
 LH1179
 LH1179;                    North         East     Units Scale Factor Converg.
 LH1179;SPC NE       -    20,236.304   647,114.547   MT  0.99999893   +1 08 30.5
 LH1179;SPC NE       -    66,391.94  2,123,074.98   sFT  0.99999893   +1 08 30.5
 LH1179;UTM  14      - 4,428,271.555   561,709.144   MT  0.99964688   +0 27 53.1
 LH1179
 LH1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1179!SPC NE       -   0.99991997  x   0.99999893  =   0.99991890
 LH1179!UTM  14      -   0.99991997  x   0.99964688  =   0.99956687
 LH1179
 LH1179:                Primary Azimuth Mark                     Grid Az
 LH1179:SPC NE       -  DARWIN AZ MK                             270 27 48.9
 LH1179:UTM  14      -  DARWIN AZ MK                             271 08 26.3
 LH1179
 LH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6170928271(NAD 83)
 LH1179
 LH1179|---------------------------------------------------------------------|
 LH1179| PID    Reference Object                     Distance      Geod. Az  |
 LH1179|                                                           dddmmss.s |
 LH1179| CN9117 DARWIN RM 1                          17.861 METERS 00323     |
 LH1179| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX.15.0 KM 0805919.6 |
 LH1179| CN9118 DARWIN RM 2                          22.342 METERS 09034     |
 LH1179| LH1180 DARWIN AZ MK 2                      APPROX. 0.6 KM 2712345.5 |
 LH1179| CN9116 DARWIN AZ MK                                       2713619.4 |
 LH1179|---------------------------------------------------------------------|
 LH1179
 LH1179                          SUPERSEDED SURVEY CONTROL
 LH1179
 LH1179  NAD 83(1986)-  40 00 08.56995(N)    098 16 37.37065(W) AD(       ) 1
 LH1179  NAD 27      -  40 00 08.51900(N)    098 16 36.19700(W) AD(       ) 1
 LH1179
 LH1179.Superseded values are not recommended for survey control.
 LH1179
 LH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1179.See file dsdata.pdf to determine how the superseded data were derived.
 LH1179
 LH1179_MARKER: DS = TRIANGULATION STATION DISK
 LH1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1179_STAMPING: DARWIN 1947
 LH1179_MARK LOGO: CGS
 LH1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1179+STABILITY: SURFACE MOTION
 LH1179
 LH1179  HISTORY     - Date     Condition        Report By
 LH1179  HISTORY     - 1947     MONUMENTED       CGS
 LH1179  HISTORY     - 1950     GOOD             CGS
 LH1179
 LH1179                          STATION DESCRIPTION
 LH1179
 LH1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1179'STATION IS LOCATED ABOUT 10.5 MILES WEST OF SUPERIOR AND 8
 LH1179'MILES SOUTHEAST OF GUIDE ROCK.  THE MARK, STAMPED DARWIN 1947,
 LH1179'IS 150 FEET WEST NORTHWEST OF A FARM HOUSE, 27 FEET SOUTH OF
 LH1179'THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT NORTH OF AN
 LH1179'EAST-WEST WIRE FENCE, 2 FEET NORTHEAST OF A WITNESS POST AND
 LH1179'PROJECTS 8 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 1, STAMPED DARWIN NO 1 1947, IS 31.5 FEET
 LH1179'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET NORTH
 LH1179'OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 2, STAMPED DARWIN NO 2 1947, IS 27 FEET SOUTH
 LH1179'OF THE CENTER LINE OF AN EAST-WEST ROAD, 24 FEET WEST OF THE
 LH1179'CENTER LINE OF A FARM LANE, 1 FOOT NORTH OF AN EAST-WEST WIRE
 LH1179'FENCE AND PROJECTS 8 INCHES.
 LH1179'
 LH1179'THE AZIMUTH MARK, STAMPED DARWIN 1947, IS 25 FEET NORTH OF THE
 LH1179'CENTER LINE OF AN EAST-WEST ROAD, 2 FEET EAST OF THE EAST POST
 LH1179'OF A WIRE GATE, 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE, 1.5
 LH1179'FEET SOUTHEAST OF A WITNESS POST AND PROJECTS 6 INCHES.
 LH1179'
 LH1179'TO REACH THE STATION FROM GUIDE ROCK, GO SOUTHERLY ON STATE
 LH1179'HIGHWAY NO. 78 FOR 5.0 MILES TO THE KANSAS-NEBRASKA STATE
 LH1179'LINE.  AT THE STATE LINE TURN LEFT, EAST, AND GO 2.4 MILES TO
 LH1179'THE SUMMIT OF A LOW RIDGE AND AZIMUTH MARK ON THE LEFT, NORTH,
 LH1179'SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.4 MILE TO
 LH1179'THE SUMMIT OF A HIGH RIDGE AND STATION OF THE RIGHT, SOUTH, SIDE
 LH1179'OF ROAD NEAR FARM HOUSE.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE AT THE GROUND.
 LH1179'
 LH1179'A 4 FOOT SIGNAL AT STATION GUIDE IS VISIBLE AT 40 FEET.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION BLUE HILL 1898 IS VISIBLE AT 64
 LH1179'FEET.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION BANGERT IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 4 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION SKULLY IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION SUPERIOR IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 4 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 20 FEET.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION KLINKER IS VISIBLE AT 30 FEET.
 LH1179'
 LH1179'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1179
 LH1179                          STATION RECOVERY (1950)
 LH1179
 LH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1179'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1179'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 LH1179'CONDITION.
 LH1179'
 LH1179'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1179'
 LH1179'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH AND 1.5 MILES
 LH1179'EAST OF BURR OAK, KANSAS AND ABOUT 8.0 MILES SOUTHEAST OF
 LH1179'GUIDE ROCK, NEBRASKA ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST
 LH1179'ROAD.  IT IS 150 FEET WEST-NORTHWEST OF A FARM HOUSE, 27 FEET
 LH1179'SOUTH OF THE CENTER OF ROAD, 2 FEET NORTHEAST OF A WITNESS POST
 LH1179'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1179'DARWIN 1947 AND PROJECTS 4 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A CULTIVATED
 LH1179'FIELD, 31 FEET NORTH OF THE CENTER OF ROAD.  IT IS STAMPED DARWIN
 LH1179'NO 1 1947 AND PROJECTS 2 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 27 FEET SOUTH
 LH1179'OF THE CENTER OF ROAD AND 25 FEET WEST OF THE CENTER OF DRIVEWAY
 LH1179'INTO FARMYARD.  IT IS STAMPED DARWIN NO 2 1947 AND PROJECTS 6
 LH1179'INCHES.
 LH1179'
 LH1179'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 91.33 FEET.
 LH1179'
 LH1179'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET NORTH OF
 LH1179'THE CENTER OF ROAD, 2 FEET EAST OF THE EAST END OF A WIRE GATE,
 LH1179'1.5 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN
 LH1179'EAST-WEST FENCE LINE.  IT IS STAMPED DARWIN 1947 AND PROJECTS 4
 LH1179'INCHES.
 LH1179'
 LH1179'TO REACH THE STATION FROM THE POST OFFICE IN BURR OAK, KANSAS,
 LH1179'GO NORTH ON STATE HIGHWAY 28 FOR 7.4 MILES TO POINT WHERE
 LH1179'HIGHWAY TURNS LEFT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 LH1179'A CROSSROAD AT SCHOOLHOUSE IN SOUTHWEST ANGLE.  TURN RIGHT AND
 LH1179'GO EAST ON DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND
 LH1179'GO NORTH ON DIRT ROAD FOR 2.1 MILES TO A T INTERSECTION AT
 LH1179'STATE LINE.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.1 MILE
 LH1179'TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD
 LH1179'FOR 0.4 MILE TO STATION ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1180 ***********************************************************************
 LH1180  DESIGNATION -  DARWIN AZ MK 2
 LH1180  PID         -  LH1180
 LH1180  STATE/COUNTY-  NE/WEBSTER
 LH1180  COUNTRY     -  US
 LH1180  USGS QUAD   -  GUIDE ROCK (2017)
 LH1180
 LH1180                         *CURRENT SURVEY CONTROL
 LH1180  ______________________________________________________________________
 LH1180* NAD 83(1995) POSITION- 40 00 09.04582(N) 098 17 03.06506(W)   NO CHECK
 LH1180* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 LH1180  ______________________________________________________________________
 LH1180  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 LH1180  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 LH1180  HORZ ORDER      -  THIRD
 LH1180
 LH1180.The horizontal coordinates were established by classical geodetic methods
 LH1180.and adjusted by the National Geodetic Survey in August 1997.
 LH1180
 LH1180.No horizontal observational check was made to the station.
 LH1180
 LH1180.The orthometric height was scaled from a topographic map.
 LH1180
 LH1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1180.GEOID18 height accuracy estimate available here.
 LH1180
 LH1180.Click photographs - Photos may exist for this station.
 LH1180
 LH1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1180
 LH1180. The following values were computed from the NAD 83(1995) position.
 LH1180
 LH1180;                    North         East     Units Scale Factor Converg.
 LH1180;SPC NE       -    20,239.009   646,504.929   MT  0.99999887   +1 08 13.4
 LH1180;SPC NE       -    66,400.82  2,121,074.92   sFT  0.99999887   +1 08 13.4
 LH1180;UTM  14      - 4,428,281.460   561,099.815   MT  0.99964596   +0 27 36.6
 LH1180
 LH1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1180!SPC NE       -   0.99992059  x   0.99999887  =   0.99991946
 LH1180!UTM  14      -   0.99992059  x   0.99964596  =   0.99956658
 LH1180
 LH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6109928281(NAD 83)
 LH1180
 LH1180                          SUPERSEDED SURVEY CONTROL
 LH1180
 LH1180  NAD 83(1986)-  40 00 09.05068(N)    098 17 03.06426(W) AD(       ) 3
 LH1180  NAD 27      -  40 00 08.99964(N)    098 17 01.88984(W) AD(       ) 3
 LH1180
 LH1180.Superseded values are not recommended for survey control.
 LH1180
 LH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1180.See file dsdata.pdf to determine how the superseded data were derived.
 LH1180
 LH1180_MARKER: DR = REFERENCE MARK DISK
 LH1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1180_STAMPING: DARWIN 1947 AZ 2 1975
 LH1180_MARK LOGO: NGS
 LH1180_PROJECTION: FLUSH
 LH1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1180+STABILITY: SURFACE MOTION
 LH1180
 LH1180  HISTORY     - Date     Condition        Report By
 LH1180  HISTORY     - 1975     MONUMENTED       NGS
 LH1180
 LH1180                          STATION DESCRIPTION
 LH1180
 LH1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1180'TO REACH THE STATION FROM THE POST OFFICE IN GUIDE ROCK, GO SOUTHERLY
 LH1180'ON STATE HIGHWAY 78 FOR 5.0 MILES TO THE KANSAS-NEBRASKA STATELINE.
 LH1180'TURN LEFT AND GO EAST ON GRAVEL AND DIRT STATELINE ROAD FOR 2.4
 LH1180'MILES TO A GATE AND THE AZIMUTH MARK 2 ON THE LEFT.
 LH1180'
 LH1180'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DARWIN
 LH1180'1947 AZ 2 1975, CEMENTED IN A DRILL IN THE TOP OF THE ORIGINAL
 LH1180'AZIMUTH MARK CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND
 LH1180'SURFACE.  IT IS 31.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 2
 LH1180'FEET EAST OF A TALL EAST END GATE POST AT ENTRANCE INTO FIELD AND 1
 LH1180'FOOT SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0890 ***********************************************************************
 LG0890  DESIGNATION -  DAVENPORT
 LG0890  PID         -  LG0890
 LG0890  STATE/COUNTY-  NE/THAYER
 LG0890  COUNTRY     -  US
 LG0890  USGS QUAD   -  DAVENPORT (2017)
 LG0890
 LG0890                         *CURRENT SURVEY CONTROL
 LG0890  ______________________________________________________________________
 LG0890* NAD 83(1995) POSITION- 40 18 36.38970(N) 097 48 30.72965(W)   ADJUSTED
 LG0890* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 LG0890  ______________________________________________________________________
 LG0890  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 LG0890  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 LG0890  HORZ ORDER      -  SECOND
 LG0890
 LG0890.The horizontal coordinates were established by classical geodetic methods
 LG0890.and adjusted by the National Geodetic Survey in August 1997.
 LG0890
 LG0890.The orthometric height was scaled from a topographic map.
 LG0890
 LG0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0890.GEOID18 height accuracy estimate available here.
 LG0890
 LG0890.Click photographs - Photos may exist for this station.
 LG0890
 LG0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0890
 LG0890. The following values were computed from the NAD 83(1995) position.
 LG0890
 LG0890;                    North         East     Units Scale Factor Converg.
 LG0890;SPC NE       -    55,298.161   686,244.884   MT  0.99987418   +1 27 08.2
 LG0890;SPC NE       -   181,424.05  2,251,455.09   sFT  0.99987418   +1 27 08.2
 LG0890;UTM  14      - 4,462,858.176   601,242.649   MT  0.99972617   +0 46 15.1
 LG0890
 LG0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0890!SPC NE       -   0.99992507  x   0.99987418  =   0.99979926
 LG0890!UTM  14      -   0.99992507  x   0.99972617  =   0.99965127
 LG0890
 LG0890:                Primary Azimuth Mark                     Grid Az
 LG0890:SPC NE       -  DAVENPORT AZ MK                          117 40 28.8
 LG0890:UTM  14      -  DAVENPORT AZ MK                          118 21 21.9
 LG0890
 LG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0124262858(NAD 83)
 LG0890
 LG0890|---------------------------------------------------------------------|
 LG0890| PID    Reference Object                     Distance      Geod. Az  |
 LG0890|                                                           dddmmss.s |
 LG0890| CN9119 DAVENPORT AZ MK                                    1190737.0 |
 LG0890| CN9120 DAVENPORT RM 1                       32.713 METERS 14038     |
 LG0890| CN9121 DAVENPORT RM 2                       26.886 METERS 24959     |
 LG0890| LG0889 DAVENPORT MUNICIPAL TANK            APPROX. 0.6 KM 3112941.2 |
 LG0890|---------------------------------------------------------------------|
 LG0890
 LG0890                          SUPERSEDED SURVEY CONTROL
 LG0890
 LG0890  NAD 83(1986)-  40 18 36.39662(N)    097 48 30.72988(W) AD(       ) 2
 LG0890  NAD 27      -  40 18 36.36200(N)    097 48 29.58400(W) AD(       ) 2
 LG0890
 LG0890.Superseded values are not recommended for survey control.
 LG0890
 LG0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0890.See file dsdata.pdf to determine how the superseded data were derived.
 LG0890
 LG0890_MARKER: DS = TRIANGULATION STATION DISK
 LG0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0890_STAMPING: DAVENPORT 1950
 LG0890_MARK LOGO: CGS
 LG0890_PROJECTION: FLUSH
 LG0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0890+STABILITY: SURFACE MOTION
 LG0890
 LG0890  HISTORY     - Date     Condition        Report By
 LG0890  HISTORY     - 1950     MONUMENTED       CGS
 LG0890
 LG0890                          STATION DESCRIPTION
 LG0890
 LG0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0890'STATION IS LOCATED IN THE SOUTH SOUTHEAST PART OF DAVENPORT
 LG0890'NEAR THE CHICAGO AND NORTHWESTERN AND THE UNION PACIFIC
 LG0890'RAILROAD CROSSING AND DEPOT WHICH SERVES BOTH LINES.  STATION
 LG0890'IS LOCATED 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF DEPOT
 LG0890'AND 60 FEET WEST OF WEST RAILROAD TRACK.  THE MARK IS FLUSH WITH
 LG0890'THE GROUND AND THE DISK IS STAMPED DAVENPORT 1950.
 LG0890'
 LG0890'REFERENCE MARK NO. 1 IS 42 FEET EAST OF EAST RAIL OF RAILROAD
 LG0890'TRACK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LG0890'STAMPED DAVENPORT NO 1 1950.
 LG0890'
 LG0890'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF DEPOT.  THE MARK IS
 LG0890'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DAVENPORT NO
 LG0890'2 1950.
 LG0890'
 LG0890'AZIMUTH MARK IS 42 FEET NORTH OF NORTH RAIL OF RAILROAD TRACK, 2
 LG0890'FEET NORTHWEST OF TELEPHONE POLE AND 2 FEET NORTHWEST OF WITNESS
 LG0890'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0890'DAVENPORT 1950.
 LG0890'
 LG0890'TO REACH AZIMUTH GO EAST SOUTHEAST ALONG NORTH SIDE OF TRACK
 LG0890'FOR ABOUT 0.25 MILE TO AZIMUTH MARK AS DESCRIBED.
 LG0890'
 LG0890'A 74 FOOT SIGNAL AT STATION LOONTJER 1947 IS V.G.
 LG0890'
 LG0890'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0889 ***********************************************************************
 LG0889  DESIGNATION -  DAVENPORT MUNICIPAL TANK
 LG0889  PID         -  LG0889
 LG0889  STATE/COUNTY-  NE/THAYER
 LG0889  COUNTRY     -  US
 LG0889  USGS QUAD   -  DAVENPORT (2017)
 LG0889
 LG0889                         *CURRENT SURVEY CONTROL
 LG0889  ______________________________________________________________________
 LG0889* NAD 83(1995) POSITION- 40 18 48.95463(N) 097 48 49.28627(W)   ADJUSTED
 LG0889  ______________________________________________________________________
 LG0889  GEOID HEIGHT    -        -26.528 (meters)                     GEOID18
 LG0889  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 LG0889  HORZ ORDER      -  THIRD
 LG0889
 LG0889.The horizontal coordinates were established by classical geodetic methods
 LG0889.and adjusted by the National Geodetic Survey in August 1997.
 LG0889
 LG0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0889.GEOID18 height accuracy estimate available here.
 LG0889
 LG0889.Click photographs - Photos may exist for this station.
 LG0889
 LG0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0889
 LG0889. The following values were computed from the NAD 83(1995) position.
 LG0889
 LG0889;                    North         East     Units Scale Factor Converg.
 LG0889;SPC NE       -    55,674.458   685,797.107   MT  0.99987293   +1 26 55.9
 LG0889;SPC NE       -   182,658.62  2,249,986.01   sFT  0.99987293   +1 26 55.9
 LG0889;UTM  14      - 4,463,239.715   600,799.444   MT  0.99972507   +0 46 03.3
 LG0889
 LG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0079963239(NAD 83)
 LG0889
 LG0889                          SUPERSEDED SURVEY CONTROL
 LG0889
 LG0889  NAD 83(1986)-  40 18 48.95853(N)    097 48 49.28100(W) AD(       ) 3
 LG0889  NAD 27      -  40 18 48.93500(N)    097 48 48.14900(W) AD(       ) 3
 LG0889
 LG0889.Superseded values are not recommended for survey control.
 LG0889
 LG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0889.See file dsdata.pdf to determine how the superseded data were derived.
 LG0889
 LG0889_MARKER: 53 = ELEVATED TANK
 LG0889
 LG0889  HISTORY     - Date     Condition        Report By
 LG0889  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0889  HISTORY     - 1950     GOOD             CGS
 LG0889  HISTORY     - 1963     GOOD             CGS
 LG0889
 LG0889                          STATION DESCRIPTION
 LG0889
 LG0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0889'IT IS LOCATED 3/4 BLOCK NORTHWEST OF THE CENTER OF THE TOWNS
 LG0889'BUSINESS DISTRICT, 140 FEET WEST OF THE CENTER OF A GRAVELED
 LG0889'STREET, AND 105 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG0889'GRAVELED STREET.  TANK PROPER IS SUPPORTED BY A FOUR LEGGED
 LG0889'STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL SHAPED ROOF WITH
 LG0889'A BALL AT ITS APEX.  THE OVERALL HEIGHT IS APPROXIMATELY 110
 LG0889'FEET.  THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED
 LG0889'UPON.
 LG0889
 LG0889                          STATION RECOVERY (1950)
 LG0889
 LG0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0889'THE STATION IS LOCATED AT THE NORTH EDGE OF THE BUSINESS DISTRICT,
 LG0889'OF DAVENPORT.  IT IS ABOUT 125 FEET HIGH, HAS 4 LEGS AND
 LG0889'IS PAINTED SILVER.
 LG0889'
 LG0889'TO REACH THE STATION FROM THE JENNINGS STATE BANK IN DAVENPORT,
 LG0889'GO NORTH FOR 0.05 MILE TO A CROSS STREETS.  TURN LEFT (WEST) AND
 LG0889'GO ABOUT 100 FEET TO STATION ON LEFT AS DESCRIBED.
 LG0889'
 LG0889'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0889
 LG0889                          STATION RECOVERY (1963)
 LG0889
 LG0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0889'STATION WAS RECOVERED IN GOOD CONDITION.  USED FOR AZIMUTH ONLY.
 LG0889'THE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1862 ***********************************************************************
 MK1862  DESIGNATION -  DAVID
 MK1862  PID         -  MK1862
 MK1862  STATE/COUNTY-  NE/BUTLER
 MK1862  COUNTRY     -  US
 MK1862  USGS QUAD   -  DAVID CITY EAST (2017)
 MK1862
 MK1862                         *CURRENT SURVEY CONTROL
 MK1862  ______________________________________________________________________
 MK1862* NAD 83(1995) POSITION- 41 15 17.32638(N) 097 07 11.10817(W)   ADJUSTED
 MK1862* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 MK1862  ______________________________________________________________________
 MK1862  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 MK1862  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 MK1862  HORZ ORDER      -  FIRST
 MK1862
 MK1862.The horizontal coordinates were established by classical geodetic methods
 MK1862.and adjusted by the National Geodetic Survey in August 1997.
 MK1862
 MK1862.The orthometric height was scaled from a topographic map.
 MK1862
 MK1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1862.GEOID18 height accuracy estimate available here.
 MK1862
 MK1862.Click photographs - Photos may exist for this station.
 MK1862
 MK1862.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1862
 MK1862. The following values were computed from the NAD 83(1995) position.
 MK1862
 MK1862;                    North         East     Units Scale Factor Converg.
 MK1862;SPC NE       -   161,839.645   741,269.764   MT  0.99966814   +1 54 31.4
 MK1862;SPC NE       -   530,968.90  2,431,982.55   sFT  0.99966814   +1 54 31.4
 MK1862;UTM  14      - 4,568,749.045   657,524.887   MT  0.99990539   +1 14 24.4
 MK1862
 MK1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1862!SPC NE       -   0.99992641  x   0.99966814  =   0.99959458
 MK1862!UTM  14      -   0.99992641  x   0.99990539  =   0.99983181
 MK1862
 MK1862:                Primary Azimuth Mark                     Grid Az
 MK1862:SPC NE       -  DAVID AZ MK                              087 25 41.2
 MK1862:UTM  14      -  DAVID AZ MK                              088 05 48.2
 MK1862
 MK1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5752468749(NAD 83)
 MK1862
 MK1862|---------------------------------------------------------------------|
 MK1862| PID    Reference Object                     Distance      Geod. Az  |
 MK1862|                                                           dddmmss.s |
 MK1862| CN9122 DAVID AZ MK                                        0892012.6 |
 MK1862| MK1863 DAVID CITY TANK                      43.142 METERS 12422     |
 MK1862| MK1866 ST FRANCIS CHURCH SPIRE             APPROX. 8.0 KM 1564425.1 |
 MK1862| CN9123 DAVID RM 1                           68.620 METERS 19905     |
 MK1862| MK1882 WHITE COUNTRY CH SPIRE              APPROX. 9.3 KM 2103232.4 |
 MK1862| MK1885 RISING CITY STANDPIPE               APPROX.16.2 KM 2454423.9 |
 MK1862| MK1892 SHELBY CATHOLIC CH DOME             APPROX.26.6 KM 2542947.9 |
 MK1862| MK1891 SHELBY MUNICIPAL TANK               APPROX.26.6 KM 2553339.9 |
 MK1862| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX. 0.8 KM 3004253.8 |
 MK1862| CN9124 DAVID RM 2                           65.920 METERS 34001     |
 MK1862|---------------------------------------------------------------------|
 MK1862
 MK1862                          SUPERSEDED SURVEY CONTROL
 MK1862
 MK1862  NAD 83(1986)-  41 15 17.33581(N)    097 07 11.10902(W) AD(       ) 1
 MK1862  NAD 27      -  41 15 17.28700(N)    097 07 09.97900(W) AD(       ) 1
 MK1862
 MK1862.Superseded values are not recommended for survey control.
 MK1862
 MK1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1862.See file dsdata.pdf to determine how the superseded data were derived.
 MK1862
 MK1862_MARKER: DS = TRIANGULATION STATION DISK
 MK1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1862_STAMPING: DAVID 1935
 MK1862_MARK LOGO: CGS
 MK1862_PROJECTION: FLUSH
 MK1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1862+STABILITY: SURFACE MOTION
 MK1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1862+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2011
 MK1862
 MK1862  HISTORY     - Date     Condition        Report By
 MK1862  HISTORY     - 1935     MONUMENTED       CGS
 MK1862  HISTORY     - 20020807 GOOD             USACE
 MK1862  HISTORY     - 20110107 GOOD             JEOCON
 MK1862
 MK1862                          STATION DESCRIPTION
 MK1862
 MK1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1862'STATION IS LOCATED IN DAVID CITY, IN THE SOUTHWEST QUARTER
 MK1862'SEC. 20, T. 15 N., R. 3 E., 142 FEET NORTHEAST OF THE CITY
 MK1862'WATER TANK, ON LAND OWNED BY THE CITY.  MARK IS PLACED IN THE
 MK1862'NORTHEAST CORNER OF THE LOT 20 FEET NORTH OF SIDEWALK LINE,
 MK1862'38 FEET NORTH OF CENTERLINE OF ROAD TO WATER PLANT, 42 FEET
 MK1862'EAST OF CENTERLINE OF ELEVENTH STREET, 3 FEET SOUTH OF SOUTH
 MK1862'RIGHT-OF-WAY FENCE OF UNION PACIFIC RAILROAD TRACKS.  MARK IS
 MK1862'FLUSH WITH GROUND.
 MK1862'
 MK1862'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, IN THE LINE
 MK1862'OF LIGHT POLES ON THE WEST SIDE OF ELEVENTH STREET, 2 FEET
 MK1862'NORTH OF THIRD POLE SOUTH OF RAILROAD CROSSING, AND 27 FEET
 MK1862'WEST OF CENTERLINE OF ELEVENTH STREET.
 MK1862'
 MK1862'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 31 FEET
 MK1862'WEST OF CENTERLINE OF ELEVENTH STREET, IN THE LINE OF LIGHT
 MK1862'POLES AND 1 FOOT SOUTH OF SECOND POLE NORTH OF RAILROAD CROSSING
 MK1862'
 MK1862'AZIMUTH MARK IS ONE MILE DUE EAST OF STATION, ON THE EAST
 MK1862'SIDE OF ROAD, IN THE FENCE LINE, 22 FEET EAST OF CENTERLINE OF
 MK1862'ROAD, 90 FEET NORTH OF RAILROAD CROSSING.  REACHED BY GOING
 MK1862'SOUTH FROM STATION 0.35 MILE, THENCE EAST 1.0 MILE, THENCE
 MK1862'NORTH 0.35 MILE TO MARK ON RIGHT.  MARK PROJECTS 6 INCHES
 MK1862'
 MK1862'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1862
 MK1862                          STATION RECOVERY (2002)
 MK1862
 MK1862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CMW)
 MK1862'RECOVERED IN GOOD CONDITION.
 MK1862
 MK1862                          STATION RECOVERY (2011)
 MK1862
 MK1862'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2011 (BJF)
 MK1862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1277 ***********************************************************************
 MK1277  DESIGNATION -  DAVID CITY
 MK1277  PID         -  MK1277
 MK1277  STATE/COUNTY-  NE/BUTLER
 MK1277  COUNTRY     -  US
 MK1277  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1277
 MK1277                         *CURRENT SURVEY CONTROL
 MK1277  ______________________________________________________________________
 MK1277* NAD 83(1986) POSITION- 41 15 10.6    (N) 097 07 42.4    (W)   HD_HELD2
 MK1277* NAVD 88 ORTHO HEIGHT -   494.140 (meters)     1621.19  (feet) ADJUSTED
 MK1277  ______________________________________________________________________
 MK1277  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 MK1277  DYNAMIC HEIGHT  -        493.908 (meters)     1620.43  (feet) COMP
 MK1277  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 MK1277
 MK1277  VERT ORDER      -  SECOND    CLASS 0
 MK1277
 MK1277.The horizontal coordinates were established by autonomous hand held GPS
 MK1277.observations and have an estimated accuracy of +/- 10 meters.
 MK1277
 MK1277.The orthometric height was determined by differential leveling and
 MK1277.adjusted by the NATIONAL GEODETIC SURVEY
 MK1277.in June 1991.
 MK1277
 MK1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1277.GEOID18 height accuracy estimate available here.
 MK1277
 MK1277.Click photographs - Photos may exist for this station.
 MK1277
 MK1277.The dynamic height is computed by dividing the NAVD 88
 MK1277.geopotential number by the normal gravity value computed on the
 MK1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1277.degrees latitude (g = 980.6199 gals.).
 MK1277
 MK1277.The modeled gravity was interpolated from observed gravity values.
 MK1277
 MK1277;                    North         East    Units  Estimated Accuracy
 MK1277;SPC NE       -   161,608.      740,549.      MT  (+/- 10 meters HH2 GPS)
 MK1277
 MK1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5680168525(NAD 83)
 MK1277
 MK1277                          SUPERSEDED SURVEY CONTROL
 MK1277
 MK1277  NGVD 29 (??/??/92)  493.963  (m)         1620.61   (f) ADJ UNCH    2 0
 MK1277
 MK1277.Superseded values are not recommended for survey control.
 MK1277
 MK1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1277.See file dsdata.pdf to determine how the superseded data were derived.
 MK1277
 MK1277_MARKER: DB = BENCH MARK DISK
 MK1277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1277_SP_SET: BUILDING
 MK1277_STAMPING: 1620.610 DAVID CITY 1934
 MK1277_MARK LOGO: CGS
 MK1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1277+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 MK1277
 MK1277  HISTORY     - Date     Condition        Report By
 MK1277  HISTORY     - 1934     MONUMENTED       CGS
 MK1277  HISTORY     - 1935     GOOD             CGS
 MK1277  HISTORY     - 1955     GOOD             CGS
 MK1277  HISTORY     - 20020807 GOOD             USACE
 MK1277  HISTORY     - 20120816 GOOD             INDIV
 MK1277
 MK1277                          STATION DESCRIPTION
 MK1277
 MK1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1277'IN DAVID CITY.
 MK1277'IN THE SOUTH WALL, NEAR THE SOUTHWEST CORNER, OF THE DAVID
 MK1277'CITY CITY HALL.  10 FEET EAST OF STAIRWAY TO FIREMAN HALL, 7 FEET
 MK1277'FROM SOUTHWEST ENTRANCE, AND 3.3 FEET ABOVE THE SIDE WALK.
 MK1277
 MK1277                          STATION RECOVERY (1955)
 MK1277
 MK1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MK1277'RECOVERED IN GOOD CONDITION.
 MK1277
 MK1277                          STATION RECOVERY (2002)
 MK1277
 MK1277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CMW)
 MK1277'STATION HAS A 12 INCH PINE TREE APPROXIMATELY 15 FEET TO THE WEST.
 MK1277'THIS WILL CREATE MASKING FOR GPS. CITY DOES NOT WANT TO REMOVE TREE.
 MK1277'LINE TO AZIMUTH MARK IS OVERGROWN ALONG THE OLD RAILROAD RIGHT OF WAY.
 MK1277'
 MK1277
 MK1277                          STATION RECOVERY (2012)
 MK1277
 MK1277'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 MK1277'FOUND IN GOOD CONDITION. NOTE THE INFORMATION SUBMITTED IN 2002 BY CMW
 MK1277'SHOULD BE TRANSFERRED TO PID MK1862(DAVID).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1864 ***********************************************************************
 MK1864  DESIGNATION -  DAVID CITY ST MARYS CH SPIRE
 MK1864  PID         -  MK1864
 MK1864  STATE/COUNTY-  NE/BUTLER
 MK1864  COUNTRY     -  US
 MK1864  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1864
 MK1864                         *CURRENT SURVEY CONTROL
 MK1864  ______________________________________________________________________
 MK1864* NAD 83(1995) POSITION- 41 15 30.78687(N) 097 07 41.13504(W)   ADJUSTED
 MK1864  ______________________________________________________________________
 MK1864  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 MK1864  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 MK1864  HORZ ORDER      -  THIRD
 MK1864
 MK1864.The horizontal coordinates were established by classical geodetic methods
 MK1864.and adjusted by the National Geodetic Survey in August 1997.
 MK1864
 MK1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1864.GEOID18 height accuracy estimate available here.
 MK1864
 MK1864.Click photographs - Photos may exist for this station.
 MK1864
 MK1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1864
 MK1864. The following values were computed from the NAD 83(1995) position.
 MK1864
 MK1864;                    North         East     Units Scale Factor Converg.
 MK1864;SPC NE       -   162,231.288   740,557.552   MT  0.99966786   +1 54 11.5
 MK1864;SPC NE       -   532,253.82  2,429,645.90   sFT  0.99966786   +1 54 11.5
 MK1864;UTM  14      - 4,569,149.066   656,817.125   MT  0.99990266   +1 14 04.9
 MK1864
 MK1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5681769149(NAD 83)
 MK1864
 MK1864                          SUPERSEDED SURVEY CONTROL
 MK1864
 MK1864  NAD 83(1986)-  41 15 30.79602(N)    097 07 41.13550(W) AD(       ) 3
 MK1864  NAD 27      -  41 15 30.75470(N)    097 07 40.00420(W) AD(       ) 3
 MK1864
 MK1864.Superseded values are not recommended for survey control.
 MK1864
 MK1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1864.See file dsdata.pdf to determine how the superseded data were derived.
 MK1864
 MK1864_MARKER: 90 = CHURCH SPIRE
 MK1864
 MK1864  HISTORY     - Date     Condition        Report By
 MK1864  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1864  HISTORY     - 20030819 GOOD             USPSQD
 MK1864
 MK1864                          STATION DESCRIPTION
 MK1864
 MK1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1864'POINT SIGHTED UPON WAS TIP OF GOLD SURMOUNTING TIP OF GREEN SPIRE
 MK1864'ON CLOCK TOWER, WHICH IS ON THE SOUTHWEST CORNER OF ST. MARYS
 MK1864'CHURCH.  BUILDING IS OF YELLOW BRICK TRIMMED WITH CONCRETE BLOCKS
 MK1864'AND IS IN THE NORTHERN PART OF TOWN OF DAVID CITY.
 MK1864'
 MK1864'OBSERVED UPON FROM STATIONS DAVID, RUTH, SABATA, AND CURTIS.
 MK1864
 MK1864                          STATION RECOVERY (2003)
 MK1864
 MK1864'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1864'STATION FOUND GOOD. ST. MARYS CATHOLIC CHURCH IS NORTH OF E. 'I' ST.,
 MK1864'SOUTH OF E. 'J' ST., EAST OF N. 5TH ST., AND WEST OF N. 6TH ST. IN THE
 MK1864'SOUTHEAST CORNER OF THE BLOCK AT N. 5TH AND 'I' STS IN THE TOWN OF
 MK1864'DAVID CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1861 ***********************************************************************
 MK1861  DESIGNATION -  DAVID CITY STACK
 MK1861  PID         -  MK1861
 MK1861  STATE/COUNTY-  NE/BUTLER
 MK1861  COUNTRY     -  US
 MK1861  USGS QUAD   -  DAVID CITY EAST (2017)
 MK1861
 MK1861                         *CURRENT SURVEY CONTROL
 MK1861  ______________________________________________________________________
 MK1861* NAD 83(1995) POSITION- 41 15 16.69560(N) 097 07 08.06376(W)   ADJUSTED
 MK1861  ______________________________________________________________________
 MK1861  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 MK1861  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 MK1861  HORZ ORDER      -  THIRD
 MK1861
 MK1861.The horizontal coordinates were established by classical geodetic methods
 MK1861.and adjusted by the National Geodetic Survey in August 1997.
 MK1861
 MK1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1861.GEOID18 height accuracy estimate available here.
 MK1861
 MK1861.Click photographs - Photos may exist for this station.
 MK1861
 MK1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1861
 MK1861. The following values were computed from the NAD 83(1995) position.
 MK1861
 MK1861;                    North         East     Units Scale Factor Converg.
 MK1861;SPC NE       -   161,822.563   741,341.225   MT  0.99966816   +1 54 33.5
 MK1861;SPC NE       -   530,912.86  2,432,217.00   sFT  0.99966816   +1 54 33.5
 MK1861;UTM  14      - 4,568,731.126   657,596.160   MT  0.99990567   +1 14 26.4
 MK1861
 MK1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5759668731(NAD 83)
 MK1861
 MK1861                          SUPERSEDED SURVEY CONTROL
 MK1861
 MK1861  NAD 83(1986)-  41 15 16.70329(N)    097 07 08.06398(W) AD(       ) 3
 MK1861  NAD 27      -  41 15 16.65000(N)    097 07 06.94000(W) AD(       ) 3
 MK1861
 MK1861.Superseded values are not recommended for survey control.
 MK1861
 MK1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1861.See file dsdata.pdf to determine how the superseded data were derived.
 MK1861
 MK1861_MARKER: 63 = STACK
 MK1861
 MK1861  HISTORY     - Date     Condition        Report By
 MK1861  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1861  HISTORY     - 20030819 MARK NOT FOUND   USPSQD
 MK1861
 MK1861                          STATION DESCRIPTION
 MK1861
 MK1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1861'POINT OBSERVED UPON IS THE CENTER OF THE 100-FOOT BLACK STACK AT
 MK1861'THE MUNICIPAL LIGHT PLANT OF DAVID CITY, LOCATED IN THE EAST
 MK1861'PORTION OF TOWN.  (STACK IS STEEL).
 MK1861'
 MK1861'OBSERVED UPON FROM STATIONS LINWOOD AND COLUMBUS.
 MK1861
 MK1861                          STATION RECOVERY (2003)
 MK1861
 MK1861'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1861'STATION NOT FOUND. SITE LOCATED. STACK SITE IS NORTHEAST OF MK1863
 MK1861'STATION, DAVID CITY TANK. PICTURES VERIFY STACK NO LONGER EXISTS AT
 MK1861'SITE. THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1863 ***********************************************************************
 MK1863  DESIGNATION -  DAVID CITY TANK
 MK1863  PID         -  MK1863
 MK1863  STATE/COUNTY-  NE/BUTLER
 MK1863  COUNTRY     -  US
 MK1863  USGS QUAD   -  DAVID CITY EAST (2017)
 MK1863
 MK1863                         *CURRENT SURVEY CONTROL
 MK1863  ______________________________________________________________________
 MK1863* NAD 83(1995) POSITION- 41 15 16.53703(N) 097 07 09.57845(W)   ADJUSTED
 MK1863  ______________________________________________________________________
 MK1863  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 MK1863  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 MK1863  HORZ ORDER      -  THIRD
 MK1863
 MK1863.The horizontal coordinates were established by classical geodetic methods
 MK1863.and adjusted by the National Geodetic Survey in August 1997.
 MK1863
 MK1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1863.GEOID18 height accuracy estimate available here.
 MK1863
 MK1863.Click photographs - Photos may exist for this station.
 MK1863
 MK1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1863
 MK1863. The following values were computed from the NAD 83(1995) position.
 MK1863
 MK1863;                    North         East     Units Scale Factor Converg.
 MK1863;SPC NE       -   161,816.501   741,306.157   MT  0.99966816   +1 54 32.4
 MK1863;SPC NE       -   530,892.97  2,432,101.95   sFT  0.99966816   +1 54 32.4
 MK1863;UTM  14      - 4,568,725.473   657,561.015   MT  0.99990553   +1 14 25.4
 MK1863
 MK1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5756168725(NAD 83)
 MK1863
 MK1863                          SUPERSEDED SURVEY CONTROL
 MK1863
 MK1863  NAD 83(1986)-  41 15 16.54572(N)    097 07 09.57758(W) AD(       ) 3
 MK1863  NAD 27      -  41 15 16.50100(N)    097 07 08.46600(W) AD(       ) 3
 MK1863
 MK1863.Superseded values are not recommended for survey control.
 MK1863
 MK1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1863.See file dsdata.pdf to determine how the superseded data were derived.
 MK1863
 MK1863_MARKER: 53 = ELEVATED TANK
 MK1863
 MK1863  HISTORY     - Date     Condition        Report By
 MK1863  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1863  HISTORY     - 20030819 GOOD             USPSQD
 MK1863
 MK1863                          STATION DESCRIPTION
 MK1863
 MK1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1863'POINT OBSERVED UPON WAS FINIAL OF THE DAVID CITY WATER TANK WHICH
 MK1863'IS LOCATED 1/2 BLOCK EAST OF ELEVENTH STREET AND 1/2 BLOCK SOUTH
 MK1863'OF UNION PACIFIC RAILROAD TRACKS IN THE EAST PORTION OF TOWN.
 MK1863'TANK IS 100 FEET HIGH, PAINTED SILVER WITH THE LETTERING DAVID
 MK1863'CITY ON THE WEST SIDE.
 MK1863'
 MK1863'OBSERVED UPON FROM STATIONS DAVID, HROMAS, RUTH, SABATA, CURTIS,
 MK1863'LINWOOD, AND COLUMBUS.
 MK1863
 MK1863                          STATION RECOVERY (2003)
 MK1863
 MK1863'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1863'STATION FOUND GOOD. TANK IS NORTH OF E. 'E' ST. AND EAST OF N. 11TH
 MK1863'ST. TANK HAS 4 LEGS WITH A CONICAL TOP TO THE TANK. BOWL OF THE TANK
 MK1863'IS PAINTED WHITE WITH BLACK LETTERS 'DAVID CITY'. THE LEGS AND TOP OF
 MK1863'THE TANK ARE PAINTED MEDIUM BROWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0443 ***********************************************************************
 LJ0443  DESIGNATION -  DAVIS RESET
 LJ0443  PID         -  LJ0443
 LJ0443  STATE/COUNTY-  NE/FRONTIER
 LJ0443  COUNTRY     -  US
 LJ0443  USGS QUAD   -  QUICK NE (2017)
 LJ0443
 LJ0443                         *CURRENT SURVEY CONTROL
 LJ0443  ______________________________________________________________________
 LJ0443* NAD 83(1995) POSITION- 40 28 06.26664(N) 100 32 11.04472(W)   ADJUSTED
 LJ0443* NAVD 88 ORTHO HEIGHT -   869.    (meters)     2851.    (feet) SCALED
 LJ0443  ______________________________________________________________________
 LJ0443  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 LJ0443  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LJ0443  HORZ ORDER      -  SECOND
 LJ0443
 LJ0443.The horizontal coordinates were established by classical geodetic methods
 LJ0443.and adjusted by the National Geodetic Survey in August 1997.
 LJ0443
 LJ0443.The orthometric height was scaled from a topographic map.
 LJ0443
 LJ0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0443.GEOID18 height accuracy estimate available here.
 LJ0443
 LJ0443.Click photographs - Photos may exist for this station.
 LJ0443
 LJ0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0443
 LJ0443. The following values were computed from the NAD 83(1995) position.
 LJ0443
 LJ0443;                    North         East     Units Scale Factor Converg.
 LJ0443;SPC NE       -    70,653.933   454,517.572   MT  0.99982101   -0 21 19.7
 LJ0443;SPC NE       -   231,803.78  1,491,196.40   sFT  0.99982101   -0 21 19.7
 LJ0443;UTM  14      - 4,480,881.532   369,751.248   MT  0.99980882   -0 59 50.3
 LJ0443
 LJ0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0443!SPC NE       -   0.99986733  x   0.99982101  =   0.99968836
 LJ0443!UTM  14      -   0.99986733  x   0.99980882  =   0.99967618
 LJ0443
 LJ0443:                Primary Azimuth Mark                     Grid Az
 LJ0443:SPC NE       -  DAVIS AZ MK                              162 30 42.2
 LJ0443:UTM  14      -  DAVIS AZ MK                              163 09 12.8
 LJ0443
 LJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6975180881(NAD 83)
 LJ0443
 LJ0443|---------------------------------------------------------------------|
 LJ0443| PID    Reference Object                     Distance      Geod. Az  |
 LJ0443|                                                           dddmmss.s |
 LJ0443| CN9134 DAVIS RM 3                           21.165 METERS 04238     |
 LJ0443| CN9132 DAVIS RM 1                           18.963 METERS 05054     |
 LJ0443| CN9131 DAVIS AZ MK                                        1620922.5 |
 LJ0443| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.23.1 KM 2195525.9 |
 LJ0443| CN9133 DAVIS RM 2                           31.946 METERS 29716     |
 LJ0443|---------------------------------------------------------------------|
 LJ0443
 LJ0443                          SUPERSEDED SURVEY CONTROL
 LJ0443
 LJ0443  NAD 83(1986)-  40 28 06.27220(N)    100 32 11.05077(W) AD(       ) 2
 LJ0443  NAD 27      -  40 28 06.24478(N)    100 32 09.51815(W) AD(       ) 2
 LJ0443
 LJ0443.Superseded values are not recommended for survey control.
 LJ0443
 LJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0443.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0443
 LJ0443_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0443_STAMPING: DAVIS 1951 1977
 LJ0443_MARK LOGO: NGS
 LJ0443_PROJECTION: RECESSED 8 CENTIMETERS
 LJ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0443+STABILITY: SURFACE MOTION
 LJ0443
 LJ0443  HISTORY     - Date     Condition        Report By
 LJ0443  HISTORY     - 1951     MONUMENTED       CGS
 LJ0443  HISTORY     - 1973     SEE DESCRIPTION  USGS
 LJ0443  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LJ0443
 LJ0443                          STATION DESCRIPTION
 LJ0443
 LJ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0443'THE STATION IS LOCATED ABOUT 18.0 MILES NORTH OF MC COOK AND
 LJ0443'ABOUT 12.0 MILES SOUTH OF CURTIS ON THE ROAD RIGHT-OF-WAY,
 LJ0443'19 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 6 FEET
 LJ0443'NORTHEAST OF A WITNESS POST AND 6 FEET NORTH OF AN EAST-WEST
 LJ0443'FENCE LINE.  IT IS STAMPED DAVIS 1951 AND PROJECTS 4 INCHES.
 LJ0443'
 LJ0443'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 16 FEET
 LJ0443'NORTH OF THE CENTER OF ROAD.  IT IS STAMPED DAVIS NO 1 1951
 LJ0443'AND PROJECTS 3 INCHES.
 LJ0443'
 LJ0443'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED
 LJ0443'FIELD, 25 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH
 LJ0443'OF A POWER LINE POLE.  IT IS STAMPED DAVIS NO 2 1951 AND
 LJ0443'IS FLUSH WITH THE GROUND SURFACE.
 LJ0443'
 LJ0443'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 141.33 FEET.
 LJ0443'
 LJ0443'THE AZIMUTH MARK IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LJ0443'34 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 1 FOOT
 LJ0443'NORTH OF A POWER LINE POLE AND WITNESS POST.  IT IS STAMPED
 LJ0443'DAVIS 1951 AND PROJECTS 2 INCHES.
 LJ0443'
 LJ0443'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF
 LJ0443'THE POST OFFICE IN MC COOK, GO WEST ON U.S. HIGHWAYS 83,
 LJ0443'34 AND 6 FOR 0.9 MILE TO JUNCTION OF THESE HIGHWAYS, TURN
 LJ0443'RIGHT AND GO NORTH ON U.S. HIGHWAY 83 FOR 14.9 MILES TO A
 LJ0443'T ROAD RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 4.0
 LJ0443'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 1.3 MILES
 LJ0443'TO A T ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 2.1 MILES TO
 LJ0443'A T INTERSECTION, TURN LEFT AND GO NORTH FOR 1.6 MILES TO
 LJ0443'AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.35 MILE
 LJ0443'TO A T INTERSECTION AND SCHOOLHOUSE JUST NORTHWEST,
 LJ0443'TURN LEFT AND GO WEST FOR 0.1 MILE TO STATION ON LEFT AS
 LJ0443'DESCRIBED.
 LJ0443'
 LJ0443'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0443
 LJ0443                          STATION RECOVERY (1973)
 LJ0443
 LJ0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0443'SURFACE MK. DEST.  UNDERGROUND MK. OK.  R.M. 1 DEST.  R.M. 2
 LJ0443'AND AZ. MK. OK.  DISTANCE TO R.M. 2 MISSED -0.01 FT.  DIRECTION
 LJ0443'TO R.M. 2 MISSED +62.60 SECONDS IN AZIMUTH, MC COOK STATE
 LJ0443'AIRFIELD WT MISSED -4.57 SECONDS IN AZIMUTH.  A NEW DESCRIPTION
 LJ0443'FOLLOWS--TO REACH FROM THE JCT. OF U.S. HWYS. 83, 34 AND 6
 LJ0443'IN MC COOK GO N. ON U.S. HWY. 83 FOR 14.9 MI. TO A T-RD E,
 LJ0443'TURN E. ON RD FOR 5.75 MI. TO A CURVE N, TURN N. FOR 3.6 MI.
 LJ0443'TO A T-RD S, TURN W. FOR 0.1 MI. TO TOP OF RISE AND THE
 LJ0443'STATION ON THE LEFT IN BOTTOM OF RD DITCH.  STA. MK.
 LJ0443'(UNDERGROUND) IS 6 FT N OF NEW WITNESS POST, 7 FT. NE OF
 LJ0443'OLD WP, BURIED 1.4 FT. IN RD DITCH.
 LJ0443
 LJ0443                          STATION RECOVERY (1977)
 LJ0443
 LJ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LJ0443'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 LJ0443'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LJ0443'MARK AND REFERENCE MARK 1 CONCRETE MONUMENTS WERE FOUND LYING
 LJ0443'ON TOP THE GROUND AT FENCELINES.  A NEW SURFACE STATION MARK AND
 LJ0443'REFERENCE MARK 3 WERE SET THIS DATE.  DUE TO THE STATION IN A
 LJ0443'ROAD DITCH, IT WILL TAKE AN 8 TO 10 FOOT TRIPOD TO SEE AZIMUTH
 LJ0443'MARK.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 LJ0443'
 LJ0443'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF MCCOOK AND ABOUT 12
 LJ0443'MILES SOUTH OF CURTIS, ON THE SOUTH RIGHT-OF-WAY OF A COUNTRY ROAD.
 LJ0443'
 LJ0443'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 83 AND 34 AND
 LJ0443'6 IN MCCOOK, GO NORTH ON HIGHWAY 83 FOR 14.9 MILES TO A SIDE ROAD
 LJ0443'ON THE RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 5.75
 LJ0443'MILES TO A CURVE NORTH, BEAR LEFT AND GO NORTH ON THE GRAVELED
 LJ0443'ROAD FOR 3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LJ0443'NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A T-INTERSECTION, AN
 LJ0443'OLD SCHOOL HOUSE AND A POWER SUB-STATION ON THE NORTH SIDE OF
 LJ0443'THE ROAD, TURN LEFT AND GO WEST ON ROAD FOR 0.1 MILE TO THE TOP
 LJ0443'OF THE HILL AND THE STATION ON THE LEFT.
 LJ0443'
 LJ0443'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1951
 LJ0443'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 3
 LJ0443'INCHES BELOW THE GROUND SURFACE.  REBAR PLACED IN CONCRETE.  IT IS
 LJ0443'21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 5.6 FEET NORTH
 LJ0443'OF A METAL WITNESS POST AND 7 FEET NORTHEAST OF A 4X4 WOODEN
 LJ0443'WITNESS POST IN A FENCELINE.  THE UNDERGROUND DISK IS STAMPED
 LJ0443'DAVIS 1951, SET IN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES
 LJ0443'BELOW THE GROUND SURFACE.
 LJ0443'
 LJ0443'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAVIS NO 2 1951, SET IN
 LJ0443'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LJ0443'GROUND SURFACE.  IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED
 LJ0443'ROAD AND ON THE SOUTH SIDE OF A POWER POLE.
 LJ0443'
 LJ0443'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAVIS 1951 NO 3 1977,
 LJ0443'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LJ0443'INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF THE
 LJ0443'CENTER OF THE GRAVELED ROAD, 26 FEET WEST OF A TELEPHONE JUNCTION
 LJ0443'BOX PROJECTING 5 FEET AND 1 FOOT SOUTH OF A METAL WITNESS
 LJ0443'POST IN FENCELINE.
 LJ0443'
 LJ0443'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1951, SET IN THE
 LJ0443'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LJ0443'GROUND SURFACE.  IT IS 34 FEET EAST OF THE CENTER OF THE
 LJ0443'NORTH-SOUTH ROAD, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 LJ0443'NORTH OF A POWER POLE.
 LJ0443'
 LJ0443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 LJ0443'SOUTH OF CURTIS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1379 ***********************************************************************
 LF1379  DESIGNATION -  DAWSON MUNICIPAL TANK
 LF1379  PID         -  LF1379
 LF1379  STATE/COUNTY-  NE/RICHARDSON
 LF1379  COUNTRY     -  US
 LF1379  USGS QUAD   -  DAWSON (2017)
 LF1379
 LF1379                         *CURRENT SURVEY CONTROL
 LF1379  ______________________________________________________________________
 LF1379* NAD 83(1995) POSITION- 40 08 11.60266(N) 095 49 49.57774(W)   ADJUSTED
 LF1379  ______________________________________________________________________
 LF1379  GEOID HEIGHT    -        -29.880 (meters)                     GEOID18
 LF1379  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC18
 LF1379  HORZ ORDER      -  THIRD
 LF1379
 LF1379.The horizontal coordinates were established by classical geodetic methods
 LF1379.and adjusted by the National Geodetic Survey in August 1997.
 LF1379
 LF1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1379.GEOID18 height accuracy estimate available here.
 LF1379
 LF1379.Click photographs - Photos may exist for this station.
 LF1379
 LF1379.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1379
 LF1379. The following values were computed from the NAD 83(1995) position.
 LF1379
 LF1379;                    North         East     Units Scale Factor Converg.
 LF1379;SPC NE       -    42,234.721   855,186.027   MT  0.99994107   +2 45 47.4
 LF1379;SPC NE       -   138,565.08  2,805,722.82   sFT  0.99994107   +2 45 47.4
 LF1379;UTM  15      - 4,446,754.965   258,859.841   MT  1.00031588   -1 49 31.5
 LF1379
 LF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5885946754(NAD 83)
 LF1379
 LF1379                          SUPERSEDED SURVEY CONTROL
 LF1379
 LF1379  NAD 83(1986)-  40 08 11.61016(N)    095 49 49.57353(W) AD(       ) 3
 LF1379  NAD 27      -  40 08 11.60400(N)    095 49 48.59900(W) AD(       ) 3
 LF1379
 LF1379.Superseded values are not recommended for survey control.
 LF1379
 LF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1379.See file dsdata.pdf to determine how the superseded data were derived.
 LF1379
 LF1379_MARKER: 53 = ELEVATED TANK
 LF1379
 LF1379  HISTORY     - Date     Condition        Report By
 LF1379  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1379
 LF1379                          STATION DESCRIPTION
 LF1379
 LF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1379'STATION IS LOCATED IN THE N END OF DAWSON, ON THE E SIDE OF
 LF1379'U.S. HIGHWAY 75.  IT IS A CONICAL-SHAPED TANK ATOP A 4-LEGGED
 LF1379'STEEL STRUCTURE, PAINTED SILVER, AND ABOUT 100 FEET HIGH.
 LF1379'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 LF1379'
 LF1379'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0845 ***********************************************************************
 LG0845  DESIGNATION -  DAYKIN
 LG0845  PID         -  LG0845
 LG0845  STATE/COUNTY-  NE/JEFFERSON
 LG0845  COUNTRY     -  US
 LG0845  USGS QUAD   -  DAYKIN (2017)
 LG0845
 LG0845                         *CURRENT SURVEY CONTROL
 LG0845  ______________________________________________________________________
 LG0845* NAD 83(1995) POSITION- 40 19 17.56126(N) 097 17 47.46246(W)   ADJUSTED
 LG0845* NAVD 88 ORTHO HEIGHT -   466.    (meters)     1529.    (feet) SCALED
 LG0845  ______________________________________________________________________
 LG0845  GEOID HEIGHT    -        -26.981 (meters)                     GEOID18
 LG0845  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 LG0845  HORZ ORDER      -  THIRD
 LG0845
 LG0845.The horizontal coordinates were established by classical geodetic methods
 LG0845.and adjusted by the National Geodetic Survey in August 1997.
 LG0845
 LG0845.The orthometric height was scaled from a topographic map.
 LG0845
 LG0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0845.GEOID18 height accuracy estimate available here.
 LG0845
 LG0845.Click photographs - Photos may exist for this station.
 LG0845
 LG0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0845
 LG0845. The following values were computed from the NAD 83(1995) position.
 LG0845
 LG0845;                    North         East     Units Scale Factor Converg.
 LG0845;SPC NE       -    57,799.082   729,707.028   MT  0.99987009   +1 47 29.7
 LG0845;SPC NE       -   189,629.15  2,394,047.14   sFT  0.99987009   +1 47 29.7
 LG0845;UTM  14      - 4,464,838.936   644,727.945   MT  0.99985784   +1 06 08.9
 LG0845
 LG0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0845!SPC NE       -   0.99993111  x   0.99987009  =   0.99980121
 LG0845!UTM  14      -   0.99993111  x   0.99985784  =   0.99978896
 LG0845
 LG0845:                Primary Azimuth Mark                     Grid Az
 LG0845:SPC NE       -  DAYKIN AZ MK RESET                       010 16 01.5
 LG0845:UTM  14      -  DAYKIN AZ MK RESET                       010 57 22.3
 LG0845
 LG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4472764838(NAD 83)
 LG0845
 LG0845|---------------------------------------------------------------------|
 LG0845| PID    Reference Object                     Distance      Geod. Az  |
 LG0845|                                                           dddmmss.s |
 LG0845| CN9136 DAYKIN AZ MK RESET                                 0120331.2 |
 LG0845| CN9135 DAYKIN AZ MK                                       1635121.2 |
 LG0845| CN9137 DAYKIN RM 1                          24.140 METERS 21251     |
 LG0845| LG0844 DAYKIN ST JOHNS LUTH CHURCH          74.185 METERS 22911     |
 LG0845| LG0847 BRUNING AIR BASE WATER TANK         APPROX.12.3 KM 2782542.8 |
 LG0845| CN9138 DAYKIN RM 2                          30.705 METERS 28407     |
 LG0845| LG0843 DAYKIN MUNICIPAL TANK               354.685 METERS 29514     |
 LG0845| LG0848 OHIOWA MUNICIPAL TANK               APPROX.16.5 KM 3064641.9 |
 LG0845| LG0840 TOBIAS MUNICIPAL TANK               APPROX.11.3 KM 3425444.5 |
 LG0845|---------------------------------------------------------------------|
 LG0845
 LG0845                          SUPERSEDED SURVEY CONTROL
 LG0845
 LG0845  NAD 83(1986)-  40 19 17.56794(N)    097 17 47.46241(W) AD(       ) 3
 LG0845  NAD 27      -  40 19 17.56800(N)    097 17 46.30900(W) AD(       ) 3
 LG0845
 LG0845.Superseded values are not recommended for survey control.
 LG0845
 LG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0845.See file dsdata.pdf to determine how the superseded data were derived.
 LG0845
 LG0845_MARKER: DS = TRIANGULATION STATION DISK
 LG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0845_STAMPING: DAYKIN 1950
 LG0845_MARK LOGO: CGS
 LG0845_PROJECTION: FLUSH
 LG0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0845+STABILITY: SURFACE MOTION
 LG0845
 LG0845  HISTORY     - Date     Condition        Report By
 LG0845  HISTORY     - 1950     MONUMENTED       CGS
 LG0845  HISTORY     - 1953     GOOD             CGS
 LG0845  HISTORY     - 1962     GOOD             CGS
 LG0845  HISTORY     - 1970     GOOD             NGS
 LG0845
 LG0845                          STATION DESCRIPTION
 LG0845
 LG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0845'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE SMALL
 LG0845'TOWN OF DAYKIN, ABOUT 150 YARDS SOUTH OF THE RAILROAD DEPOT.
 LG0845'IT IS 110 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 120
 LG0845'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 39 FEET
 LG0845'EAST OF THE CENTERLINE OF A ROAD, AND 17 FEET EAST OF A WHITE
 LG0845'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LG0845'DISK IS STAMPED DAYKIN 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTERLINE OF A
 LG0845'ROAD, 34 FEET NORTH OF THE CENTERLINE OF A ROAD AND 2 FEET EAST
 LG0845'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0845'IS STAMPED DAYKIN NO 1 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTERLINE OF A ROAD.
 LG0845'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DAYKIN
 LG0845'NO 2 1950.
 LG0845'
 LG0845'AZIMUTH MARK IS 52 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 LG0845'32 FEET WEST SOUTHWEST OF THE NORTH END OF A STEEL CULVERT AND 4
 LG0845'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 LG0845'2 INCHES AND THE DISK IS STAMPED DAYKIN 1950.
 LG0845'
 LG0845'TO REACH FROM THE JEFFERSON COUNTY BANK IN THE SMALL TOWN OF DAYKIN,
 LG0845'GO EAST ON THE MAIN STREET FOR 1 BLOCK TO A CROSS STREETS.
 LG0845'TURN RIGHT (SOUTH) FOR 1 BLOCK TO STATE ROUTE 4.  TURN LEFT (EAST)
 LG0845'FOR 0.15 MILE TO A SIDE STREET LEFT.  TURN LEFT (NORTH) FOR
 LG0845'110 FEET AND STATION ON RIGHT AS DESCRIBED.
 LG0845'
 LG0845'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FROM STATION
 LG0845'TO STATE ROUTE 4.  TURN LEFT (EAST) FOR 0.2 MILE TO A CROSSROADS.
 LG0845'TURN RIGHT (SOUTH) AND GO 0.5 MILE TO MARK ON RIGHT AS DESCRIBED.
 LG0845'
 LG0845'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0845
 LG0845                          STATION RECOVERY (1953)
 LG0845
 LG0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0845'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 LG0845'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RELOCATED AT THE
 LG0845'REQUEST OF MR. ROBERT D. ROSENER OF DAYKIN, NEBR. UPON WHOSE LAND
 LG0845'THE MARK WAS ORIGINALLY SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0845'
 LG0845'STATION IS LOCATED IN THE SOUTHEAST PART OF THE SMALL TOWN OF
 LG0845'DAYKIN, ABOUT 150 YARDS SOUTH OF THE RAILROAD DEPOT, 120 FEET
 LG0845'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 110 FEET NORTH OF
 LG0845'THE CENTER OF STATE HIGHWAY 4, 39 FEET EAST OF THE CENTER OF A
 LG0845'STREET, AND 19 FEET EAST OF THE BACK SLOPE OF DITCH.  THE MARK
 LG0845'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG0845'DAYKIN 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF A STREET,
 LG0845'34 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4, AND 3 FEET NORTH
 LG0845'OF A LINE OF TREES.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0845'STAMPED DAYKIN NO 1 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF STREET.  THE
 LG0845'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAYKIN NO 2 1950.
 LG0845'
 LG0845'AZIMUTH MARK (RESET) IS ABOUT 100 YARDS SOUTHEAST OF GLEN BROWNS
 LG0845'FARMHOUSE, 57 FEET WEST OF THE CENTER OF GRAVEL ROAD, 27 FEET
 LG0845'WEST OF A TELEPHONE POLE WHICH IS THE NORTHEAST CORNER POST OF A
 LG0845'PASTURE FENCE, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 LG0845'4 INCHES AND THE DISK IS STAMPED DAYKIN 1950 RESET 1953.
 LG0845'
 LG0845'TO REACH THE STATION FROM THE JEFFERSON COUNTY BANK IN DAYKIN, GO
 LG0845'SOUTH 1 BLOCK TO STATE HIGHWAY 4.  TURN LEFT AND GO EAST ON STATE
 LG0845'HIGHWAY 4 FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0845'
 LG0845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0845'HIGHWAY 4 FOR 0.15 MILE TO CROSSROADS.  TURN LEFT AND GO NORTH
 LG0845'ON A GRAVEL ROAD FOR 0.7 MILE TO GLEN BROWNS FARM BUILDINGS ON
 LG0845'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 LG0845
 LG0845                          STATION RECOVERY (1962)
 LG0845
 LG0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0845'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0845'FOUND IN GOOD CONDITION.  A NEW STEEL WITNESS POST WITH A SIGN
 LG0845'WAS PLACED 1 FOOT SOUTH OF THE STATION MARK WHICH IS ABOUT 2
 LG0845'INCHES BELOW THE SURFACE OF THE GROUND.
 LG0845'
 LG0845'EROSION AND WASHING OF SOIL HAS COVERED THE AZIMUTH MARK, SO A
 LG0845'FEW ADDITIONAL REFERENCES WERE MADE.
 LG0845'
 LG0845'AZIMUTH MARK IS 0.7 MILE NORTH-NORTHEAST OF THE STATION, ABOUT
 LG0845'100 YARDS SOUTHEAST OF GLEN BROWNS FARMHOUSE, 260 FEET SOUTH OF
 LG0845'THE CENTER OF DRIVEWAY TO FARMYARD, 210 FEET SOUTH OF THE
 LG0845'SOUTHWEST CORNER OF HAY AND MACHINE SHED, 57 FEET WEST OF THE
 LG0845'CENTER OF NORTH-SOUTH GRAVEL ROAD, 27 FEET WEST OF A FENCE
 LG0845'T-INTERSECTION WHICH IS THE NORTHEAST CORNER OF PASTURE, AND 1
 LG0845'FOOT SOUTH OF A FENCE.  THE MARK IS 6 INCHES BELOW THE SURFACE
 LG0845'OF THE GROUND AND THE DISK IS STAMPED DAYKIN 1950 RESET 1953.
 LG0845
 LG0845                          STATION RECOVERY (1970)
 LG0845
 LG0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0845'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG0845'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0845'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0845'ADEQUATE FOR RECOVERY.
 LG0845'
 LG0845'THE AZIMUTH MARK IS 260 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 LG0845'DRIVEWAY, 57 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 27 FEET
 LG0845'WEST OF A TELEPHONE POLE AND A METAL WITNESS POST AND 12 INCHES
 LG0845'BELOW THE SURFACE OF THE GROUND.
 LG0845'
 LG0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DAYKIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0843 ***********************************************************************
 LG0843  DESIGNATION -  DAYKIN MUNICIPAL TANK
 LG0843  PID         -  LG0843
 LG0843  STATE/COUNTY-  NE/JEFFERSON
 LG0843  COUNTRY     -  US
 LG0843  USGS QUAD   -  DAYKIN (2017)
 LG0843
 LG0843                         *CURRENT SURVEY CONTROL
 LG0843  ______________________________________________________________________
 LG0843* NAD 83(1995) POSITION- 40 19 22.46189(N) 097 18 01.05333(W)   ADJUSTED
 LG0843  ______________________________________________________________________
 LG0843  GEOID HEIGHT    -        -26.981 (meters)                     GEOID18
 LG0843  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 LG0843  HORZ ORDER      -  THIRD
 LG0843
 LG0843.The horizontal coordinates were established by classical geodetic methods
 LG0843.and adjusted by the National Geodetic Survey in August 1997.
 LG0843
 LG0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0843.GEOID18 height accuracy estimate available here.
 LG0843
 LG0843.Click photographs - Photos may exist for this station.
 LG0843
 LG0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0843
 LG0843. The following values were computed from the NAD 83(1995) position.
 LG0843
 LG0843;                    North         East     Units Scale Factor Converg.
 LG0843;SPC NE       -    57,940.124   729,381.642   MT  0.99986961   +1 47 20.7
 LG0843;SPC NE       -   190,091.89  2,392,979.60   sFT  0.99986961   +1 47 20.7
 LG0843;UTM  14      - 4,464,983.879   644,404.283   MT  0.99985669   +1 06 00.2
 LG0843
 LG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4440464983(NAD 83)
 LG0843
 LG0843                          SUPERSEDED SURVEY CONTROL
 LG0843
 LG0843  NAD 83(1986)-  40 19 22.46799(N)    097 18 01.05209(W) AD(       ) 3
 LG0843  NAD 27      -  40 19 22.46700(N)    097 17 59.89500(W) AD(       ) 3
 LG0843
 LG0843.Superseded values are not recommended for survey control.
 LG0843
 LG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0843.See file dsdata.pdf to determine how the superseded data were derived.
 LG0843
 LG0843_MARKER: 53 = ELEVATED TANK
 LG0843_MARK LOGO: CGS
 LG0843
 LG0843  HISTORY     - Date     Condition        Report By
 LG0843  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0843  HISTORY     - 1950     GOOD             CGS
 LG0843  HISTORY     - 19840810 GOOD             NGS
 LG0843  HISTORY     - 20040531 GOOD             USPSQD
 LG0843
 LG0843                          STATION DESCRIPTION
 LG0843
 LG0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0843'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL TOWN
 LG0843'OF DAYKIN.  IT IS APPROXIMATELY 100 FEET HIGH, HAS 4 LEGS AND IS
 LG0843'PAINTED SILVER.
 LG0843'
 LG0843'TO REACH FROM THE JEFFERSON COUNTY BANK, GO NORTH 1 BLOCK TO
 LG0843'STATION ON LEFT.
 LG0843'
 LG0843'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0843
 LG0843                          STATION RECOVERY (1950)
 LG0843
 LG0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0843'RECOVERED IN GOOD CONDITION.
 LG0843
 LG0843                          STATION RECOVERY (1984)
 LG0843
 LG0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0843'RECOVERED IN GOOD CONDITION.
 LG0843
 LG0843                          STATION RECOVERY (2004)
 LG0843
 LG0843'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0843'STATION FOUND GOOD. THE TANK IS ONE HALF BLOCK NORTH OF JEFFERSON
 LG0843'STREET AND WEST OF PURDY AVENUE.  THE LEGS OF THE STRUCTURE ARE
 LG0843'PAINTED BLACK.  THE TANK IS AQUA WITH BLACK LETTERS, DAYKIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0844 ***********************************************************************
 LG0844  DESIGNATION -  DAYKIN ST JOHNS LUTH CHURCH
 LG0844  PID         -  LG0844
 LG0844  STATE/COUNTY-  NE/JEFFERSON
 LG0844  COUNTRY     -  US
 LG0844  USGS QUAD   -  DAYKIN (2017)
 LG0844
 LG0844                         *CURRENT SURVEY CONTROL
 LG0844  ______________________________________________________________________
 LG0844* NAD 83(1995) POSITION- 40 19 15.98935(N) 097 17 49.84074(W)   ADJUSTED
 LG0844  ______________________________________________________________________
 LG0844  GEOID HEIGHT    -        -26.981 (meters)                     GEOID18
 LG0844  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 LG0844  HORZ ORDER      -  THIRD
 LG0844
 LG0844.The horizontal coordinates were established by classical geodetic methods
 LG0844.and adjusted by the National Geodetic Survey in August 1997.
 LG0844
 LG0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0844.GEOID18 height accuracy estimate available here.
 LG0844
 LG0844.Click photographs - Photos may exist for this station.
 LG0844
 LG0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0844
 LG0844. The following values were computed from the NAD 83(1995) position.
 LG0844
 LG0844;                    North         East     Units Scale Factor Converg.
 LG0844;SPC NE       -    57,748.872   729,652.429   MT  0.99987025   +1 47 28.1
 LG0844;SPC NE       -   189,464.42  2,393,868.01   sFT  0.99987025   +1 47 28.1
 LG0844;UTM  14      - 4,464,789.386   644,672.747   MT  0.99985765   +1 06 07.3
 LG0844
 LG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4467264789(NAD 83)
 LG0844
 LG0844                          SUPERSEDED SURVEY CONTROL
 LG0844
 LG0844  NAD 83(1986)-  40 19 15.99597(N)    097 17 49.84030(W) AD(       ) 3
 LG0844  NAD 27      -  40 19 15.99600(N)    097 17 48.68700(W) AD(       ) 3
 LG0844
 LG0844.Superseded values are not recommended for survey control.
 LG0844
 LG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0844.See file dsdata.pdf to determine how the superseded data were derived.
 LG0844
 LG0844_MARKER: 91 = CHURCH CROSS
 LG0844
 LG0844  HISTORY     - Date     Condition        Report By
 LG0844  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0844  HISTORY     - 1950     GOOD             CGS
 LG0844  HISTORY     - 20040531 GOOD             USPSQD
 LG0844
 LG0844                          STATION DESCRIPTION
 LG0844
 LG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0844'POINT OBSERVED UPON WAS THE TIP OF SPIRE, THE TALLEST AND MOST
 LG0844'PROMINENT ONE IN THE TOWN OF DAYKIN WHICH IS APPROXIMATELY
 LG0844'5 MILES WEST OF TRIANGULATION STATION HELVEY LA PLACE AZIMUTH.
 LG0844'STATION NOT VISITED.
 LG0844'
 LG0844'OBSERVED UPON FROM TRIANGULATION STATION HELVEY LA PLACE
 LG0844'AZIMUTH AND HELVEY.
 LG0844
 LG0844                          STATION RECOVERY (1950)
 LG0844
 LG0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0844'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE SMALL TOWN
 LG0844'OF DAYKIN.  THE CHURCH IS BUILT OF WOOD, PAINTED WHITE.  THE
 LG0844'STEEPLE IS APPROXIMATELY 60 FEET HIGH AND HAS A CROSS ON TOP,
 LG0844'WITH NEON TUBES AROUND IT.
 LG0844'
 LG0844'TO REACH THE STATION FROM THE JEFFERSON COUNTY BANK IN THE SMALL
 LG0844'TOWN OF DAYKIN, GO EAST FOR 1 BLOCK TO A CROSSSTREETS, TURN RIGHT
 LG0844'(SOUTH) FOR 1 BLOCK TO STATE ROUTE 4.  TURN LEFT (EAST) FOR 0.15
 LG0844'MILE TO STATION ON RIGHT AS DESCRIBED.
 LG0844'
 LG0844'THE POINT INTERSECTED WAS THE CROSS ON TOP.
 LG0844
 LG0844                          STATION RECOVERY (2004)
 LG0844
 LG0844'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0844'STATION FOUND GOOD. CHURCH IS EAST OF MARY AVENUE, SOUTH OF STATE
 LG0844'HIGHWAY 4 AND IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MARY
 LG0844'AVENUE AND HIGHWAY 4.  THE CHURCH NOW HAS WHITE ALUMINUM SIDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3459 ***********************************************************************
 AI3459  DESIGNATION -  DC 121
 AI3459  PID         -  AI3459
 AI3459  STATE/COUNTY-  NE/RED WILLOW
 AI3459  COUNTRY     -  US
 AI3459  USGS QUAD   -  MCCOOK WEST (2017)
 AI3459
 AI3459                         *CURRENT SURVEY CONTROL
 AI3459  ______________________________________________________________________
 AI3459* NAD 83(1986) POSITION- 40 08 36.87   (N) 100 38 58.67   (W)   HD_HELD1
 AI3459* NAVD 88 ORTHO HEIGHT -   774.797 (meters)     2541.98  (feet) ADJUSTED
 AI3459  ______________________________________________________________________
 AI3459  GEOID HEIGHT    -        -24.054 (meters)                     GEOID18
 AI3459  DYNAMIC HEIGHT  -        774.272 (meters)     2540.26  (feet) COMP
 AI3459  MODELED GRAVITY -    979,923.2   (mgal)                       NAVD 88
 AI3459
 AI3459  VERT ORDER      -  SECOND    CLASS I
 AI3459
 AI3459.The horizontal coordinates were determined by differentially corrected
 AI3459.hand held GPS observations or other comparable positioning techniques
 AI3459.and have an estimated accuracy of +/- 3 meters.
 AI3459
 AI3459.The orthometric height was determined by differential leveling and
 AI3459.adjusted by the NATIONAL GEODETIC SURVEY
 AI3459.in July 2002.
 AI3459
 AI3459.No vertical observational check was made to the station.
 AI3459
 AI3459.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3459.GEOID18 height accuracy estimate available here.
 AI3459
 AI3459.Click photographs - Photos may exist for this station.
 AI3459
 AI3459.The dynamic height is computed by dividing the NAVD 88
 AI3459.geopotential number by the normal gravity value computed on the
 AI3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3459.degrees latitude (g = 980.6199 gals.).
 AI3459
 AI3459.The modeled gravity was interpolated from observed gravity values.
 AI3459
 AI3459;                    North         East    Units  Estimated Accuracy
 AI3459;SPC NE       -    34,655.7     444,645.8     MT  (+/- 3 meters HH1 GPS) 
 AI3459
 AI3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5948044997(NAD 83)
 AI3459
 AI3459                          SUPERSEDED SURVEY CONTROL
 AI3459
 AI3459.No superseded survey control is available for this station.
 AI3459
 AI3459_MARKER: DB = BENCH MARK DISK
 AI3459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3459_SP_SET: HEADWALL
 AI3459_STAMPING: D.C. 121
 AI3459_MARK LOGO: BOR
 AI3459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3459+STABILITY: SURFACE MOTION
 AI3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3459+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3459
 AI3459  HISTORY     - Date     Condition        Report By
 AI3459  HISTORY     - UNK      MONUMENTED       BOR
 AI3459  HISTORY     - 19991103 GOOD             NGS
 AI3459
 AI3459                          STATION DESCRIPTION
 AI3459
 AI3459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3459'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3459'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3459'ROAD, THENCE 5.8 KM (3.60 MI) SOUTHERLY ALONG A PAVED ROAD, NEAR THE
 AI3459'CENTER OF THE WEST CONCRETE HEADWALL OF THE MEEKER EXTENSION CANAL
 AI3459'UNDER THE ROAD, 18.2 M (59.7 FT) WEST OF THE ROAD CENTER, 8.6 M (28.2
 AI3459'FT) SOUTH OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI3459'OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--THE MARK IS ON
 AI3459'COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1373 ***********************************************************************
 LF1373  DESIGNATION -  DECKINGER RESET
 LF1373  PID         -  LF1373
 LF1373  STATE/COUNTY-  NE/RICHARDSON
 LF1373  COUNTRY     -  US
 LF1373  USGS QUAD   -  FALLS CITY (2017)
 LF1373
 LF1373                         *CURRENT SURVEY CONTROL
 LF1373  ______________________________________________________________________
 LF1373* NAD 83(1995) POSITION- 40 00 00.89793(N) 095 31 00.91143(W)   ADJUSTED
 LF1373* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 LF1373  ______________________________________________________________________
 LF1373  GEOID HEIGHT    -        -30.626 (meters)                     GEOID18
 LF1373  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 LF1373  HORZ ORDER      -  FIRST
 LF1373
 LF1373.The horizontal coordinates were established by classical geodetic methods
 LF1373.and adjusted by the National Geodetic Survey in August 1997.
 LF1373
 LF1373.The orthometric height was scaled from a topographic map.
 LF1373
 LF1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1373.GEOID18 height accuracy estimate available here.
 LF1373
 LF1373.Click photographs - Photos may exist for this station.
 LF1373
 LF1373.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1373
 LF1373. The following values were computed from the NAD 83(1995) position.
 LF1373
 LF1373;                    North         East     Units Scale Factor Converg.
 LF1373;SPC NE       -    28,456.923   882,654.544   MT  0.99999989   +2 58 15.3
 LF1373;SPC NE       -    93,362.42  2,895,842.45   sFT  0.99999989   +2 58 15.3
 LF1373;UTM  15      - 4,430,819.385   285,145.119   MT  1.00016833   -1 37 06.5
 LF1373
 LF1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1373!SPC NE       -   0.99995820  x   0.99999989  =   0.99995809
 LF1373!UTM  15      -   0.99995820  x   1.00016833  =   1.00012652
 LF1373
 LF1373:                Primary Azimuth Mark                     Grid Az
 LF1373:SPC NE       -  DECKINGER AZ MK                          328 41 22.6
 LF1373:UTM  15      -  DECKINGER AZ MK                          333 16 44.4
 LF1373
 LF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8514530819(NAD 83)
 LF1373
 LF1373|---------------------------------------------------------------------|
 LF1373| PID    Reference Object                     Distance      Geod. Az  |
 LF1373|                                                           dddmmss.s |
 LF1373| CL6364 DECKINGER RM 1                       23.125 METERS 13321     |
 LF1373| CL6366 DECKINGER RM 3                       21.385 METERS 14942     |
 LF1373| KE1265 HIAWATHA MUNICIPAL TANK             APPROX.17.0 KM 1855346.9 |
 LF1373| CL6365 DECKINGER RM 2                       25.881 METERS 23216     |
 LF1373| KE1264 RESERVE MUNICIPAL TANK              APPROX. 5.0 KM 2391906.3 |
 LF1373| CL6367 DECKINGER RM 4                       39.618 METERS 24221     |
 LF1373| LF1374 FALLS CITY CO SHERIFFS MAST         APPROX.10.0 KM 3132045.7 |
 LF1373| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX. 9.7 KM 3162111.3 |
 LF1373| CL6363 DECKINGER AZ MK                                    3313937.9 |
 LF1373|---------------------------------------------------------------------|
 LF1373
 LF1373                          SUPERSEDED SURVEY CONTROL
 LF1373
 LF1373  NAD 83(1986)-  40 00 00.90414(N)    095 31 00.90928(W) AD(       ) 1
 LF1373  NAD 27      -  40 00 00.89200(N)    095 30 59.97000(W) AD(       ) 1
 LF1373
 LF1373.Superseded values are not recommended for survey control.
 LF1373
 LF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1373.See file dsdata.pdf to determine how the superseded data were derived.
 LF1373
 LF1373_MARKER: DS = TRIANGULATION STATION DISK
 LF1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1373_STAMPING: DECKINGER 1945
 LF1373_MARK LOGO: CGS
 LF1373_PROJECTION: RECESSED 41 CENTIMETERS
 LF1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1373+STABILITY: SURFACE MOTION
 LF1373
 LF1373  HISTORY     - Date     Condition        Report By
 LF1373  HISTORY     - 1945     MONUMENTED       CGS
 LF1373  HISTORY     - 1945     GOOD             LOCENG
 LF1373  HISTORY     - 1958     GOOD             USGS
 LF1373  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LF1373  HISTORY     - 1963     GOOD             LOCSUR
 LF1373
 LF1373                          STATION DESCRIPTION
 LF1373
 LF1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1373'STATION IS LOCATED ABOUT 5 MILES SE OF FALLS CITY, ABOUT 3 MILES
 LF1373'NE OF RESERVE, KANSAS, ON LAND OWNED BY WILLIAM DECKINGER.  IT IS
 LF1373'ON THE NEBRASKA SIDE OF THE STATE-LINE ROAD, 30 FEET N OF THE
 LF1373'APPROXIMATE CENTER OF THE ROAD, 3 FEET W OF A STANDARD WITNESS
 LF1373'POST, AND ABOUT 50 YARDS W OF A DITCH THAT DIVIDES TWO CULTIVATED
 LF1373'FIELDS.
 LF1373'
 LF1373'STATION MARK IS A BRONZE STATION DISK, SET IN TOP OF A CONCRETE
 LF1373'POST, STAMPED DECKINGER 1945, AND ABOUT ONE FOOT BELOW THE SURFACE
 LF1373'OF THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 LF1373'CONCRETE.
 LF1373'
 LF1373'REFERENCE MARK 1 IS 75.87 FEET SE OF THE STATION, ON THE KANSAS
 LF1373'SIDE OF THE ROAD, 22 FEET S OF THE APPROXIMATE CENTER OF THE
 LF1373'ROAD, AND 16 FEET E OF A TELEPHONE POLE.  IT IS A BRONZE
 LF1373'REFERENCE DISK, SET IN TOP OF A CONCRETE POST, STAMPED DECKINGER
 LF1373'NO 1 1945, AND FLUSH WITH THE GROUND.
 LF1373'
 LF1373'REFERENCE MARK 2 IS 84.92 FEET SW OF THE STATION, IN THE FENCE LINE
 LF1373'ON THE KANSAS SIDE OF THE ROAD, 22 FEET S OF THE APPROXIMATE CENTER
 LF1373'OF THE ROAD, AND 47 FEET E OF A TELEPHONE POLE.  IT IS A BRONZE
 LF1373'REFERENCE DISK, SET IN TOP OF A CONCRETE POST, STAMPED DECKINGER
 LF1373'NO 2 1945, AND FLUSH WITH THE GROUND.
 LF1373'
 LF1373'AZIMUTH MARK IS ABOUT 0.5 MILE NW OF THE STATION, NEAR THE
 LF1373'ENTRANCE OF THE DECKINGER FARMHOUSE, 46 FEET E OF THE APPROXIMATE
 LF1373'CENTER OF THE MAIN-TRAVELED ROAD, 11 FEET S OF THE APPROXIMATE
 LF1373'CENTER OF THE DRIVE, AND 3 FEET E OF A STANDARD WITNESS POST.  IT
 LF1373'IS A BRONZE AZIMUTH DISK, SET IN TOP OF A CONCRETE POST, STAMPED
 LF1373'DECKINGER 1945, AND PROJECTS ABOUT 4 INCHES.
 LF1373'
 LF1373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 LF1373'STATE HIGHWAY 4 IN FALLS CITY, GO E ON STATE HIGHWAY 4 FOR 4.5
 LF1373'MILES TO A CROSS ROAD, TURN RIGHT AND GO 3.5 MILES TO THE
 LF1373'DECKINGER FARM ON THE LEFT AND THE AZIMUTH MARK, CONTINUE STRAIGHT
 LF1373'AHEAD FOR 0.3 MILE TO KANSAS-NEBRASKA STATE LINE ROAD, TURN LEFT
 LF1373'ON STATE LINE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LF1373'
 LF1373'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LF1373
 LF1373                          STATION RECOVERY (1945)
 LF1373
 LF1373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (FBR)
 LF1373'REFERENCE MARKS WERE TAKEN OUT FOR ROAD CONSTRUCTION.
 LF1373
 LF1373                          STATION RECOVERY (1958)
 LF1373
 LF1373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LF1373'SUB-SURFACE MARK WAS FOUND IN DITCH.
 LF1373'
 LF1373'BOTH REFERENCE MARKS HAVE BEEN DESTROYED.
 LF1373'
 LF1373'AZIMUTH MARK STILL IN PLACE.
 LF1373
 LF1373                          STATION RECOVERY (1959)
 LF1373
 LF1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LF1373'STATION AND BOTH REFERENCE MARKS WERE DESTROYED BY ROAD CONSTRUCTION
 LF1373'WORK.  THE UNDERGROUND STATION MARK WAS RECOVERED AFTER A GOOD
 LF1373'SEARCH.  IT WAS LOWERED IN PLACE AND A SUB-SURFACE STATION WAS
 LF1373'SET.  REFERENCE MARKS NO. 3 AND NO. 4 WERE LOCATED.  THE ORIGINAL
 LF1373'AZIMUTH MARK WAS IN PLACE.  A COMPLETE DESCRIPTION FOLLOWS.
 LF1373'
 LF1373'STATION IS LOCATED ABOUT 10 MILES NORTH OF HIAWATHA, KANSAS, 5
 LF1373'MILES SOUTHEAST OF FALLS CITY, NEBRASKA, AND 3 MILES NORTHEAST OF
 LF1373'RESERVE, KANSAS ON PROPERTY OWNED BY MR. HERBERT DECKINGER, 33
 LF1373'FEET NORTH OF THE CENTER OF THE KANSAS-NEBRASKA STATE LINE ROAD,
 LF1373'66 FEET NORTH OF A WIRE CORNCRIB WITH A CONCRETE BASE, 52 FEET
 LF1373'EAST OF A POWER POLE WITH BM 1045.9 PAINTED ON IT, AND 3 FEET
 LF1373'NORTH OF A FENCE AND A NEW WITNESS SIGNPOST.  THE SURFACE MARK
 LF1373'IS 16 INCHES BELOW THE SURFACE OF THE GROUND OF A CULTIVATED
 LF1373'FIELD AND THE DISK IS STAMPED DECKINGER 1945.
 LF1373'
 LF1373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 LF1373'STATE HIGHWAY 4 IN FALLS CITY, GO EAST ON STATE HIGHWAY 4 FOR
 LF1373'4.5 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON A GRAVEL
 LF1373'ROAD FOR 4.0 MILES TO THE NEBRASKA-KANSAS STATE LINE ROAD.  TURN
 LF1373'LEFT AND GO EAST ON STATE LINE GRADED ROAD FOR 0.2 MILE TO THE
 LF1373'STATION ON THE LEFT.
 LF1373'
 LF1373'REFERENCE MARK NO. 3 IS 70.16 FEET SOUTHEAST OF THE STATION, 46
 LF1373'FEET EAST OF THE CENTER OF CORNCRIB WITH CONCRETE BASE, 30 FEET
 LF1373'SOUTH OF THE CENTER OF GRADED ROAD, AND 1.5 FEET WEST OF TELEPHONE
 LF1373'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LF1373'DECKINGER NO 3 1945.
 LF1373'
 LF1373'REFERENCE MARK NO. 4 IS 129.98 FEET SOUTHWEST OF THE STATION, 104
 LF1373'FEET WEST OF THE CENTER OF WIRE CORNCRIB WITH CONCRETE BASE, 30
 LF1373'FEET SOUTH OF THE CENTER OF GRADED ROAD, AND 1.5 FEET EAST OF A
 LF1373'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LF1373'STAMPED DECKINGER NO 4 1945.
 LF1373'
 LF1373'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION NEAR THE
 LF1373'ENTRANCE TO THE DECKINGER FARMHOUSE, 46 FEET EAST OF THE CENTER OF
 LF1373'GRAVEL ROAD, 11 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM
 LF1373'BUILDINGS, 3 FEET EAST OF WITNESS POST, AND 1 FOOT SOUTH OF
 LF1373'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LF1373'DECKINGER 1945.
 LF1373'
 LF1373'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE.
 LF1373'TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE DECKINGER FARM BUILDINGS
 LF1373'ON THE RIGHT AND THE AZIMUTH.
 LF1373'
 LF1373'U.S.G.S. TT 1 KW 1957 BENCH MARK IS 49.08 FEET WEST OF THE STATION,
 LF1373'28 FEET NORTH OF CENTER OF GRADED ROAD, 3 FEET EAST-SOUTHEAST OF
 LF1373'POWER POLE WITH BM 1045.9 PAINTED ON IT, AND 2 FEET SOUTH OF FENCE.
 LF1373'A STANDARD USGS BENCH MARK DISK SET IN A 6 X 6 CONCRETE POST
 LF1373'PROJECTING 1 INCH AND STAMPED TT 1 KW 1957 AND ELEV. 1046.
 LF1373
 LF1373                          STATION RECOVERY (1963)
 LF1373
 LF1373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963 (BCD)
 LF1373'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0414 ***********************************************************************
 LJ0414  DESIGNATION -  DEER
 LJ0414  PID         -  LJ0414
 LJ0414  STATE/COUNTY-  NE/LINCOLN
 LJ0414  COUNTRY     -  US
 LJ0414  USGS QUAD   -  JEFFREY RESERVOIR SW (2017)
 LJ0414
 LJ0414                         *CURRENT SURVEY CONTROL
 LJ0414  ______________________________________________________________________
 LJ0414* NAD 83(1995) POSITION- 40 47 44.73727(N) 100 25 02.66953(W)   ADJUSTED
 LJ0414* NAVD 88 ORTHO HEIGHT -   957.    (meters)     3140.    (feet) SCALED
 LJ0414  ______________________________________________________________________
 LJ0414  GEOID HEIGHT    -        -23.015 (meters)                     GEOID18
 LJ0414  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LJ0414  HORZ ORDER      -  THIRD
 LJ0414
 LJ0414.The horizontal coordinates were established by classical geodetic methods
 LJ0414.and adjusted by the National Geodetic Survey in August 1997.
 LJ0414
 LJ0414.The orthometric height was scaled from a topographic map.
 LJ0414
 LJ0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0414.GEOID18 height accuracy estimate available here.
 LJ0414
 LJ0414.Click photographs - Photos may exist for this station.
 LJ0414
 LJ0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0414
 LJ0414. The following values were computed from the NAD 83(1995) position.
 LJ0414
 LJ0414;                    North         East     Units Scale Factor Converg.
 LJ0414;SPC NE       -   106,941.184   464,782.580   MT  0.99973481   -0 16 35.8
 LJ0414;SPC NE       -   350,856.20  1,524,874.18   sFT  0.99973481   -0 16 35.8
 LJ0414;UTM  14      - 4,517,051.393   380,424.780   MT  0.99977599   -0 55 34.3
 LJ0414
 LJ0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0414!SPC NE       -   0.99985346  x   0.99973481  =   0.99958831
 LJ0414!UTM  14      -   0.99985346  x   0.99977599  =   0.99962948
 LJ0414
 LJ0414:                Primary Azimuth Mark                     Grid Az
 LJ0414:SPC NE       -  DEER AZ MK                               158 35 19.3
 LJ0414:UTM  14      -  DEER AZ MK                               159 14 17.8
 LJ0414
 LJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8042417051(NAD 83)
 LJ0414
 LJ0414|---------------------------------------------------------------------|
 LJ0414| PID    Reference Object                     Distance      Geod. Az  |
 LJ0414|                                                           dddmmss.s |
 LJ0414| CN9149 DEER RM 1                            11.044 METERS 13517     |
 LJ0414| CN9148 DEER AZ MK                                         1581843.5 |
 LJ0414| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.11.8 KM 1722750.3 |
 LJ0414| CN9150 DEER RM 2                            13.134 METERS 24441     |
 LJ0414|---------------------------------------------------------------------|
 LJ0414
 LJ0414                          SUPERSEDED SURVEY CONTROL
 LJ0414
 LJ0414  NAD 83(1986)-  40 47 44.74263(N)    100 25 02.67696(W) AD(       ) 3
 LJ0414  NAD 27      -  40 47 44.71665(N)    100 25 01.17997(W) AD(       ) 3
 LJ0414
 LJ0414.Superseded values are not recommended for survey control.
 LJ0414
 LJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0414.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0414
 LJ0414_MARKER: DS = TRIANGULATION STATION DISK
 LJ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0414_STAMPING: DEER 1951
 LJ0414_MARK LOGO: CGS
 LJ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0414+STABILITY: SURFACE MOTION
 LJ0414
 LJ0414  HISTORY     - Date     Condition        Report By
 LJ0414  HISTORY     - 1951     MONUMENTED       CGS
 LJ0414
 LJ0414                          STATION DESCRIPTION
 LJ0414
 LJ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0414'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF MOOREFIELD,
 LJ0414'11 FEET SOUTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 4.5
 LJ0414'FEET NORTH OF A WITNESS POST AND 3.5 FEET EAST OF A FENCE
 LJ0414'CORNER.  IT IS STAMPED DEER 1951 AND PROJECTS 4 INCHES.
 LJ0414'
 LJ0414'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A NORTHWEST-SOUTHEAST
 LJ0414'FENCE LINE.  IT IS STAMPED DEER NO 1 1951 AND PROJECTS 4 INCHES.
 LJ0414'
 LJ0414'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF THE CENTER OF AN
 LJ0414'EAST-WEST TRACK ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LJ0414'LINE.  IT IS STAMPED DEER NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0414'
 LJ0414'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0414'NO. 2 IS 64.8 FEET.
 LJ0414'
 LJ0414'THE AZIMUTH MARK IS LOCATED 17 FEET WEST OF THE CENTER OF A
 LJ0414'NORTH-SOUTH DIRT ROAD, 6 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 LJ0414'6 FEET WEST OF A WITNESS POST AND 1.5 FEET NORTH OF A POWER
 LJ0414'LINE POLE.  IT IS STAMPED DEER 1951 AND PROJECTS 8 INCHES.
 LJ0414'
 LJ0414'TO REACH THE STATION FROM THE RED BRICK SCHOOLHOUSE IN MOOREFIELD,
 LJ0414'GO NORTH ON A GRAVELED ROAD FOR 8.55 MILES TO A T ROAD LEFT
 LJ0414'AND 2 MAIL BOXES ON THE RIGHT.  TURN LEFT AND GO WEST ON
 LJ0414'A DIRT ROAD FOR 0.5 TO A FORK, (TAKE THE LEFT FORK AND GO
 LJ0414'SOUTH ON A DIRT ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON
 LJ0414'THE RIGHT AS DESCRIBED) TAKE THE RIGHT FORK AND CONTINUE
 LJ0414'WEST FOR 0.05 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 LJ0414'AND CONTINUE WESTERLY FOR 0.3 MILE TO THE STATION ON THE
 LJ0414'LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1110 ***********************************************************************
 ML1110  DESIGNATION -  DEER
 ML1110  PID         -  ML1110
 ML1110  STATE/COUNTY-  NE/SHERMAN
 ML1110  COUNTRY     -  US
 ML1110  USGS QUAD   -  ASHTON (2017)
 ML1110
 ML1110                         *CURRENT SURVEY CONTROL
 ML1110  ______________________________________________________________________
 ML1110* NAD 83(1995) POSITION- 41 13 00.73517(N) 098 48 53.91292(W)   ADJUSTED
 ML1110* NAVD 88 ORTHO HEIGHT -   666.    (meters)     2185.    (feet) SCALED
 ML1110  ______________________________________________________________________
 ML1110  GEOID HEIGHT    -        -24.161 (meters)                     GEOID18
 ML1110  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 ML1110  HORZ ORDER      -  FIRST
 ML1110
 ML1110.The horizontal coordinates were established by classical geodetic methods
 ML1110.and adjusted by the National Geodetic Survey in August 1997.
 ML1110
 ML1110.The orthometric height was scaled from a topographic map.
 ML1110
 ML1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1110.GEOID18 height accuracy estimate available here.
 ML1110
 ML1110.Click photographs - Photos may exist for this station.
 ML1110
 ML1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1110
 ML1110. The following values were computed from the NAD 83(1995) position.
 ML1110
 ML1110;                    North         East     Units Scale Factor Converg.
 ML1110;SPC NE       -   154,288.891   599,338.932   MT  0.99967125   +0 47 07.1
 ML1110;SPC NE       -   506,196.14  1,966,331.15   sFT  0.99967125   +0 47 07.1
 ML1110;UTM  14      - 4,562,848.742   515,509.705   MT  0.99960296   +0 07 18.9
 ML1110
 ML1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1110!SPC NE       -   0.99989930  x   0.99967125  =   0.99957058
 ML1110!UTM  14      -   0.99989930  x   0.99960296  =   0.99950230
 ML1110
 ML1110:                Primary Azimuth Mark                     Grid Az
 ML1110:SPC NE       -  ASHTON MUNICIPAL TANK                    018 31 51.1
 ML1110:UTM  14      -  ASHTON MUNICIPAL TANK                    019 11 39.3
 ML1110
 ML1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1550962848(NAD 83)
 ML1110
 ML1110|---------------------------------------------------------------------|
 ML1110| PID    Reference Object                     Distance      Geod. Az  |
 ML1110|                                                           dddmmss.s |
 ML1110| ML1111 ASHTON MUNICIPAL TANK               APPROX. 3.5 KM 0191858.2 |
 ML1110| CN9143 DEER RM 1                            51.852 METERS 12401     |
 ML1110| ML1109 DEER RM 2                           123.440 METERS 21629     |
 ML1110| CN9142 DEER AZ MK                                         2361136.3 |
 ML1110|---------------------------------------------------------------------|
 ML1110
 ML1110                          SUPERSEDED SURVEY CONTROL
 ML1110
 ML1110  NAD 83(1986)-  41 13 00.74287(N)    098 48 53.91632(W) AD(       ) 1
 ML1110  NAD 27      -  41 13 00.70300(N)    098 48 52.62800(W) AD(       ) 1
 ML1110  USSD        -  41 13 00.76600(N)    098 48 52.70100(W) AD(       ) 3
 ML1110
 ML1110.Superseded values are not recommended for survey control.
 ML1110
 ML1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1110.See file dsdata.pdf to determine how the superseded data were derived.
 ML1110
 ML1110_MARKER: V = STONE MONUMENT
 ML1110_SETTING: 0 = UNSPECIFIED SETTING
 ML1110
 ML1110  HISTORY     - Date     Condition        Report By
 ML1110  HISTORY     - 1899     MONUMENTED       CGS
 ML1110  HISTORY     - 1927     GOOD             CGS
 ML1110  HISTORY     - 1933     GOOD             CGS
 ML1110  HISTORY     - 1951     GOOD             CGS
 ML1110  HISTORY     - 20061118 MARK NOT FOUND   INDIV
 ML1110
 ML1110                          STATION DESCRIPTION
 ML1110
 ML1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1110'IS NEAR THE CENTER OF SEC. 4, T. 13 N., R. 13 W., ABOUT 1-1/4
 ML1110'MILES WEST AND 2 MILES SOUTH OF ASHTON, NEAR THE NORTH END OF
 ML1110'A CULTIVATED FIELD OWNED BY HENRY HEINES, 1,030 FEET NORTH OF
 ML1110'THE NORTHWEST CORNER OF THE GERMAN LUTHERAN PARSONAGE AND 34 FEET
 ML1110'WEST OF THE LINE OF ITS WEST FACE.  THE SURFACE MARK IS A MARBLE
 ML1110'POST 8 INCHES SQUARE AND 2.3 TO 2.6 FEET LONG, PLACED WITH
 ML1110'ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES
 ML1110'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.  THE
 ML1110'UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED FROM 2.7 TO
 ML1110'3.5 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A
 ML1110'SMALL DRILL HOLE IN THE BOTTOM.  THE AZIMUTHS AND DISTANCES TO
 ML1110'CERTAIN POINTS ARE--TO THE CHIMNEY OF PETER GLINSMANNS HOUSE,
 ML1110'255 DEG 32 MIN.  TO THE CHIMNEY ON THE NORTHEAST CORNER OF
 ML1110'THE GERMAN LUTHERAN CHURCH, 348 DEG 25 MIN.  TO THE CHIMNEY
 ML1110'OF THE PARSONAGE 358 DEG 25 MIN.  TO THE NORTHWEST CORNER OF THE
 ML1110'PARSONAGE, 359 DEG 10 MIN, 1,030 FEET.  TO THE EAST END
 ML1110'OF A ROW OF SMALL COTTONWOOD TREES, 26 DEG 39 MIN, 545 FEET.
 ML1110'TO THE CHIMNEY ON THE NORTH L OF CLAUS STULLEYS HOUSE 32 DEG
 ML1110'25 MIN.  AFTER THE STATION WAS OCCUPIED SOME YOUNG TREES
 ML1110'WERE SET AROUND IT.
 ML1110
 ML1110                          STATION RECOVERY (1927)
 ML1110
 ML1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1110'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 ML1110'DESCRIPTION IS STILL GOOD, EXCEPT THAT STATION IS IN TOWNSHIP
 ML1110'14 N. INSTEAD OF 13 AS GIVEN IN THE DESCRIPTION.
 ML1110
 ML1110                          STATION RECOVERY (1933)
 ML1110
 ML1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1110'ABOUT 9 MILES SOUTHEAST OF LOUP CITY AND 2-1/2 MILES SOUTH-SOUTHWEST
 ML1110'OF ASHTON, IN NORTHWEST QUARTER SEC. 4, T. 14 N., R. 13 W., ON
 ML1110'LAND OWNED AND OCCUPIED BY HENRY HEINES.
 ML1110'
 ML1110'REACHED FROM LOUP CITY VIA STATE HIGHWAY 16 BY GOING EAST 8.3
 ML1110'MILES TO GRADED ROAD LEADING SOUTH AT POINT 1-1/2 MILES WEST OF
 ML1110'ASHTON.  FOLLOW THIS ROAD SOUTH 2.5 MILES TO NARROW ROAD
 ML1110'LEADING EAST, GO EAST 0.5 MILE TO GERMAN LUTHERAN CHURCH.
 ML1110'TURN NORTH AT CHURCH PAST THE HEINES HOUSE 0.2 MILE TO
 ML1110'EAST-WEST FENCE.  STATION IS IN A SMALL PASTURE 60 YARDS
 ML1110'NORTH OF THIS FENCE.  MARK CONSISTS OF AN 8-INCH SQUARE
 ML1110'LIMESTONE POST WITH TOP FLUSH WITH GROUND AND WAS RECOVERED
 ML1110'INTACT.
 ML1110'
 ML1110'TWO REFERENCE MARKS WERE ESTABLISHED.
 ML1110'
 ML1110'REFERENCE MARK NO. 1 IS ON HALF-SECTION-LINE FENCE SOUTHEAST
 ML1110'OF STATION AND ABOUT 2 FEET NORTH OF FENCE CORNER.
 ML1110'
 ML1110'REFERENCE MARK NO. 2 IS DIRECTLY EAST OF NORTHEAST CORNER OF BARN
 ML1110'26.40 METERS, AND AT THE EAST EDGE OF SMALL GROVE.
 ML1110
 ML1110                          STATION RECOVERY (1951)
 ML1110
 ML1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1110'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 ML1110'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 ML1110'MARK WAS ESTABLISHED.
 ML1110'
 ML1110'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ML1110'
 ML1110'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF LOUP CITY
 ML1110'AND ABOUT 2.5 MILES SOUTH-SOUTHWEST OF ASHTON IN A CULTIVATED
 ML1110'FIELD ON THE HIGHEST POINT OF A SMALL HILL, FEET NORTHEAST OF THE
 ML1110'NORTHEAST CORNER OF A GARAGE AND 165 FEET WEST OF A NORTH-SOUTH
 ML1110'FENCE LINE.  IT IS AN 8 INCH SQUARE LIMESTONE POST WITH A CROSS
 ML1110'ON TOP AND THE LETTERS USCS CUT IN THE STONE AND IS 18 INCHES
 ML1110'BELOW THE GROUND SURFACE.
 ML1110'
 ML1110'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 ML1110'2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DEER
 ML1110'R.M. NO 1 1899 1933 AND PROJECTS 6 INCHES.
 ML1110'
 ML1110'REFERENCE MARK NO. 2 IS IN THE NORTHEAST CORNER OF A FARMYARD,
 ML1110'76 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 35 FEET SOUTH
 ML1110'OF A T FENCE CORNER, 15 FEET NORTHEAST OF THE NORTHEAST CORNER
 ML1110'OF A GARAGE AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 ML1110'STAMPED DEER R.M. NO 2 1899 1933 AND PROJECTS 6 INCHES.
 ML1110'
 ML1110'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF THE
 ML1110'CENTER OF A NORTH-SOUTH ROAD, 1 FOOT SOUTH OF A WITNESS POST
 ML1110'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1110'DEER 1951 AND PROJECTS 4 INCHES.
 ML1110'
 ML1110'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON, GO SOUTH
 ML1110'FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST ON
 ML1110'DIRT ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH
 ML1110'ON DIRT ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 ML1110'WEST FOR 0.5 MILE TO A POINT WHERE ROAD CURVES NORTH, GO NORTH
 ML1110'FOR 0.3 MILE TO A POINT WHERE ROAD CURVES WEST AND DRIVEWAY INTO
 ML1110'FARMYARD JUST BEYOND CURVE, TURN RIGHT INTO DRIVEWAY AND
 ML1110'GO NORTH FOR 0.15 MILE TO FARM BUILDINGS AND STATION IN FIELD
 ML1110'NORTHEAST OF GARAGE AS DESCRIBED.
 ML1110
 ML1110                          STATION RECOVERY (2006)
 ML1110
 ML1110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 ML1110'THIS MARK WAS NOT FOUND AFTER PROBING, BUT BELIEVED TO PROBABLY STILL
 ML1110'EXIST BURIED BENEATH A CULTIVATED FIELD.
 ML1110'
 ML1110'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION AS PREVIOUSLY
 ML1110'DESCRIBED.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION AS
 ML1110'PREVIOUSLY DESCRIBED, EXCEPT THE FARMYARD WHERE IT RESIDES HAS BEEN
 ML1110'ABANDONED FOR SOME TIME.  NEITHER REFERENCE MARKS ARE PROTECTED BY
 ML1110'WARNING SIGNS.
 ML1110'
 ML1110'THE SEARCH FOR THE STATION WAS MEASURED ONLY FROM REFERENCE MARK NO.
 ML1110'1, SO USING COMBINED DISTANCES FROM BOTH REFERENCE MARKS WILL RESULT
 ML1110'IN A MORE DEFINED AREA TO PROBE AND DIG.
 ML1110'
 ML1110'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DESCRIPTION PREVIOUSLY
 ML1110'NOTED TO REACH THE STATION IS SUFFICIENT, HOWEVER THE BUILDINGS IN THE
 ML1110'FARMYARD ARE ABANDONED AND PROBABLY SUBJECT TO REMOVAL.
 ML1110'
 ML1110'THE OWNER OF THIS PROPERTY IS UNKNOWN.  ACCESS TO THE STATION WAS BY
 ML1110'FOOT BY PARKING IN AN OLD CEMETERY LOCATED APPROXIMATELY 1000 FEET TO
 ML1110'THE SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0619 ***********************************************************************
 NP0619  DESIGNATION -  DEER
 NP0619  PID         -  NP0619
 NP0619  STATE/COUNTY-  NE/SHERIDAN
 NP0619  COUNTRY     -  US
 NP0619  USGS QUAD   -  DOLLY WARDEN LAKE (2017)
 NP0619
 NP0619                         *CURRENT SURVEY CONTROL
 NP0619  ______________________________________________________________________
 NP0619* NAD 83(1995) POSITION- 42 22 37.40930(N) 102 14 48.62476(W)   ADJUSTED
 NP0619* NAVD 88 ORTHO HEIGHT -  1287.    (meters)     4222.    (feet) SCALED
 NP0619  ______________________________________________________________________
 NP0619  GEOID HEIGHT    -        -18.431 (meters)                     GEOID18
 NP0619  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 NP0619  HORZ ORDER      -  SECOND
 NP0619
 NP0619.The horizontal coordinates were established by classical geodetic methods
 NP0619.and adjusted by the National Geodetic Survey in August 1997.
 NP0619
 NP0619.The orthometric height was scaled from a topographic map.
 NP0619
 NP0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0619.GEOID18 height accuracy estimate available here.
 NP0619
 NP0619.Click photographs - Photos may exist for this station.
 NP0619
 NP0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0619
 NP0619. The following values were computed from the NAD 83(1995) position.
 NP0619
 NP0619;                    North         East     Units Scale Factor Converg.
 NP0619;SPC NE       -   284,833.014   315,013.170   MT  0.99977426   -1 29 20.3
 NP0619;SPC NE       -   934,489.65  1,033,505.71   sFT  0.99977426   -1 29 20.3
 NP0619;UTM  13      - 4,695,313.981   726,667.254   MT  1.00023219   +1 51 23.2
 NP0619
 NP0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0619!SPC NE       -   0.99980116  x   0.99977426  =   0.99957546
 NP0619!UTM  13      -   0.99980116  x   1.00023219  =   1.00003330
 NP0619
 NP0619:                Primary Azimuth Mark                     Grid Az
 NP0619:SPC NE       -  DEER AZ MK                               085 37 46.3
 NP0619:UTM  13      -  DEER AZ MK                               082 17 02.8
 NP0619
 NP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2666795313(NAD 83)
 NP0619
 NP0619|---------------------------------------------------------------------|
 NP0619| PID    Reference Object                     Distance      Geod. Az  |
 NP0619|                                                           dddmmss.s |
 NP0619| CP9137 DEER AZ MK                                         0840826.0 |
 NP0619| CP9138 DEER RM 1                            34.997 METERS 11143     |
 NP0619| CP9139 DEER RM 2                            36.153 METERS 26947     |
 NP0619|---------------------------------------------------------------------|
 NP0619
 NP0619                          SUPERSEDED SURVEY CONTROL
 NP0619
 NP0619  NAD 83(1986)-  42 22 37.40357(N)    102 14 48.62521(W) AD(       ) 2
 NP0619  NAD 27      -  42 22 37.47800(N)    102 14 46.92100(W) AD(       ) 2
 NP0619
 NP0619.Superseded values are not recommended for survey control.
 NP0619
 NP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0619.See file dsdata.pdf to determine how the superseded data were derived.
 NP0619
 NP0619_MARKER: DD = SURVEY DISK
 NP0619_SETTING: 0 = UNSPECIFIED SETTING
 NP0619
 NP0619  HISTORY     - Date     Condition        Report By
 NP0619  HISTORY     - 1946     MONUMENTED       CGS
 NP0619
 NP0619                          STATION DESCRIPTION
 NP0619
 NP0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0619'LOCATED ABOUT 30 MILES SOUTH BY WEST OF GORDON AND 0.8 MILE WEST
 NP0619'OF A NORTH-SOUTH WIRE FENCE ON THE HIGHEST POINT AND NEAR THE
 NP0619'SOUTHEAST EDGE OF A HIGH PROMINENT SAND HILL.  IT IS A STANDARD
 NP0619'DISK STAMPED DEER 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 NP0619'THAT PROJECTS 6 INCHES.
 NP0619'
 NP0619'REFERENCE MARK NO. 1 IS AT THE SOUTHEAST EDGE OF THE HILL AND IS
 NP0619'ABOUT FOUR FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NP0619'STAMPED DEER NO 1 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 NP0619'THAT PROJECTS 10 INCHES.
 NP0619'
 NP0619'REFERENCE MARK NO. 2 IS ABOUT 6 FEET LOWER THAN THE STATION.
 NP0619'IT IS A STANDARD DISK STAMPED DEER NO 2 1946 WELDED TO THE TOP OF
 NP0619'A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NP0619'
 NP0619'THE AZIMUTH MARK IS 0.15 MILE EAST OF A WINDMILL, 10 FEET NORTH
 NP0619'OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT EAST OF A WIRE
 NP0619'FENCE.  IT IS STAMPED DEER 1946 AND PROJECTS 6 INCHES.
 NP0619'
 NP0619'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NP0619'STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH ON
 NP0619'NO. 27 FOR 11.1 MILES TO THE BRIDGE OVER THE NIOBRARA RIVER.
 NP0619'CONTINUE SOUTH ON NO. 27 FOR 12.9 MILES TO THE END OF THE GRAVEL
 NP0619'ROAD.  CONTINUE SOUTH ON A SAND ROAD FOR 2.15 MILES.  THEN RIGHT
 NP0619'FORK FOR 1.7 MILES.  THEN LEFT FORK FOR 1.3 MILES TO A REVERSE Y
 NP0619'INTERSECTION.  TURN SHARP RIGHT, WESTERLY, FOR 0.5 MILE TO A
 NP0619'RANCH HOUSE.  CONTINUE WESTERLY, PASSING TO THE RIGHT OF THE
 NP0619'RANCH HOUSE, FOR 0.6 MILE TO A REVERSE Y INTERSECTION.
 NP0619'TURN SHARP LEFT FOR ABOUT 100 FEET.  THEN RIGHT FORK FOR ABOUT
 NP0619'100 FEET.  THEN RIGHT FORK, WESTERLY, FOR 0.4 MILE TO A
 NP0619'WINDMILL ON THE LEFT.  CONTINUE WESTERLY FOR 0.5 MILE TO A
 NP0619'NORTH-SOUTH WIRE FENCE AND THE AZIMUTH MARK ON THE RIGHT.
 NP0619'CONTINUE WESTERLY FOR 0.15 MILE.  THEN LEAVE THE TRACK
 NP0619'ROAD, BEAR RIGHT FOR 0.35 MILE TO THE END OF TRUCK TRAVEL AT THE
 NP0619'EAST BASE OF THE STATION HILL.  PACK NORTHWESTERLY ABOUT 1/4
 NP0619'MILE TO A SADDLE.  THEN BEAR SHARP LEFT (SOUTH) FOR ABOUT
 NP0619'150 YARDS TO THE HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1109 ***********************************************************************
 ML1109  DESIGNATION -  DEER RM 2
 ML1109  PID         -  ML1109
 ML1109  STATE/COUNTY-  NE/SHERMAN
 ML1109  COUNTRY     -  US
 ML1109  USGS QUAD   -  ASHTON (2017)
 ML1109
 ML1109                         *CURRENT SURVEY CONTROL
 ML1109  ______________________________________________________________________
 ML1109* NAD 83(1995) POSITION- 41 12 57.51769(N) 098 48 57.06325(W)   ADJUSTED
 ML1109* NAVD 88 ORTHO HEIGHT -   666.    (meters)     2185.    (feet) SCALED
 ML1109  ______________________________________________________________________
 ML1109  GEOID HEIGHT    -        -24.160 (meters)                     GEOID18
 ML1109  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 ML1109  HORZ ORDER      -  SECOND
 ML1109
 ML1109.The horizontal coordinates were established by classical geodetic methods
 ML1109.and adjusted by the National Geodetic Survey in August 1997.
 ML1109
 ML1109.The orthometric height was scaled from a topographic map.
 ML1109
 ML1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1109.GEOID18 height accuracy estimate available here.
 ML1109
 ML1109.Click photographs - Photos may exist for this station.
 ML1109
 ML1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1109
 ML1109. The following values were computed from the NAD 83(1995) position.
 ML1109
 ML1109;                    North         East     Units Scale Factor Converg.
 ML1109;SPC NE       -   154,188.670   599,266.938   MT  0.99967132   +0 47 05.0
 ML1109;SPC NE       -   505,867.33  1,966,094.95   sFT  0.99967132   +0 47 05.0
 ML1109;UTM  14      - 4,562,749.369   515,436.560   MT  0.99960293   +0 07 16.8
 ML1109
 ML1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1109!SPC NE       -   0.99989930  x   0.99967132  =   0.99957065
 ML1109!UTM  14      -   0.99989930  x   0.99960293  =   0.99950227
 ML1109
 ML1109:                Primary Azimuth Mark                     Grid Az
 ML1109:SPC NE       -  OAK 2                                    353 43 56.5
 ML1109:UTM  14      -  OAK 2                                    354 23 44.7
 ML1109
 ML1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1543662749(NAD 83)
 ML1109
 ML1109|---------------------------------------------------------------------|
 ML1109| PID    Reference Object                     Distance      Geod. Az  |
 ML1109|                                                           dddmmss.s |
 ML1109| ML1110 DEER                                123.440 METERS 03629     |
 ML1109| ML1115 OAK 2                               APPROX.14.8 KM 3543101.5 |
 ML1109|---------------------------------------------------------------------|
 ML1109
 ML1109                          SUPERSEDED SURVEY CONTROL
 ML1109
 ML1109  NAD 83(1986)-  41 12 57.52531(N)    098 48 57.06672(W) AD(       ) 2
 ML1109  NAD 27      -  41 12 57.48500(N)    098 48 55.77700(W) AD(       ) 2
 ML1109
 ML1109.Superseded values are not recommended for survey control.
 ML1109
 ML1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1109.See file dsdata.pdf to determine how the superseded data were derived.
 ML1109
 ML1109_MARKER: DS = TRIANGULATION STATION DISK
 ML1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1109_STAMPING: DEER NO 2 1899 1933
 ML1109_MARK LOGO: CGS
 ML1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1109+STABILITY: SURFACE MOTION
 ML1109
 ML1109  HISTORY     - Date     Condition        Report By
 ML1109  HISTORY     - 1933     MONUMENTED       CGS
 ML1109  HISTORY     - 1951     GOOD             CGS
 ML1109
 ML1109                          STATION DESCRIPTION
 ML1109
 ML1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1109'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF LOUP CITY AND
 ML1109'ABOUT 2.5 MILES SOUTH-SOUTHWEST OF ASHTON IN THE NORTHEAST CORNER
 ML1109'OF A FARMYARD, 76 FEET EAST OF THE NORTHEAST CORNER OF A BARN,
 ML1109'35 FEET SOUTH OF A T FENCE CORNER, 15 FEET NORTHEAST OF THE
 ML1109'NORTHEAST CORNER OF A GARAGE AND 2 FEET WEST OF A NORTH-SOUTH
 ML1109'FENCE LINE.  IT IS STAMPED DEER R.M. NO 2 1899 1933 AND PROJECTS
 ML1109'6 INCHES.
 ML1109'
 ML1109'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON, GO SOUTH
 ML1109'FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST ON DIRT
 ML1109'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT
 ML1109'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 ML1109'FOR 0.5 MILE TO A POINT WHERE ROAD CURVES NORTH, TURN RIGHT
 ML1109'AND GO NORTH FOR 0.3 MILE TO A POINT WHERE ROAD CURVES WEST,
 ML1109'JUST BEYOND CURVE TURN RIGHT INTO DRIVEWAY AND GO NORTH FOR
 ML1109'0.15 MILE TO FARM BUILDINGS AND STATION JUST NORTHEAST OF
 ML1109'GARAGE AS DESCRIBED.
 ML1109'
 ML1109'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0639 ***********************************************************************
 NN0639  DESIGNATION -  DELOIT RESET
 NN0639  PID         -  NN0639
 NN0639  STATE/COUNTY-  NE/HOLT
 NN0639  COUNTRY     -  US
 NN0639  USGS QUAD   -  DELOIT NE (2017)
 NN0639
 NN0639                         *CURRENT SURVEY CONTROL
 NN0639  ______________________________________________________________________
 NN0639* NAD 83(1995) POSITION- 42 08 41.47440(N) 098 21 56.61970(W)   ADJUSTED
 NN0639* NAVD 88 ORTHO HEIGHT -   642.76  (+/-2cm)     2108.8   (feet) VERTCON
 NN0639  ______________________________________________________________________
 NN0639  GEOID HEIGHT    -        -24.343 (meters)                     GEOID18
 NN0639  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 NN0639  HORZ ORDER      -  FIRST
 NN0639  VERT ORDER      -  THIRD ? (See Below)
 NN0639
 NN0639.The horizontal coordinates were established by classical geodetic methods
 NN0639.and adjusted by the National Geodetic Survey in August 1997.
 NN0639
 NN0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0639
 NN0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0639.GEOID18 height accuracy estimate available here.
 NN0639
 NN0639.The vertical order pertains to the NGVD 29 superseded value.
 NN0639
 NN0639.Click photographs - Photos may exist for this station.
 NN0639
 NN0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0639
 NN0639. The following values were computed from the NAD 83(1995) position.
 NN0639
 NN0639;                    North         East     Units Scale Factor Converg.
 NN0639;SPC NE       -   257,919.298   635,047.421   MT  0.99972074   +1 04 58.9
 NN0639;SPC NE       -   846,190.23  2,083,484.75   sFT  0.99972074   +1 04 58.9
 NN0639;UTM  14      - 4,666,054.060   552,409.731   MT  0.99963380   +0 25 32.2
 NN0639
 NN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0639!SPC NE       -   0.99990302  x   0.99972074  =   0.99962378
 NN0639!UTM  14      -   0.99990302  x   0.99963380  =   0.99953685
 NN0639
 NN0639:                Primary Azimuth Mark                     Grid Az
 NN0639:SPC NE       -  DELOIT AZ MK                             137 27 02.0
 NN0639:UTM  14      -  DELOIT AZ MK                             138 06 28.7
 NN0639
 NN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5240966054(NAD 83)
 NN0639
 NN0639|---------------------------------------------------------------------|
 NN0639| PID    Reference Object                     Distance      Geod. Az  |
 NN0639|                                                           dddmmss.s |
 NN0639| CO2972 DELOIT RM 1                         223.952 METERS 01625     |
 NN0639| CO2973 DELOIT RM 2                                        12049     |
 NN0639| CO2971 DELOIT AZ MK                                       1383200.9 |
 NN0639|---------------------------------------------------------------------|
 NN0639
 NN0639                          SUPERSEDED SURVEY CONTROL
 NN0639
 NN0639  NAD 83(1986)-  42 08 41.47774(N)    098 21 56.62501(W) AD(       ) 1
 NN0639  NAD 27      -  42 08 41.45300(N)    098 21 55.35200(W) AD(       ) 1
 NN0639  USSD        -  42 08 41.57900(N)    098 21 55.54000(W) AD(       ) 3
 NN0639  NGVD 29             642.54   (m)         2108.1    (f) LEVELING    3  
 NN0639
 NN0639.Superseded values are not recommended for survey control.
 NN0639
 NN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0639.See file dsdata.pdf to determine how the superseded data were derived.
 NN0639
 NN0639_MARKER: DS = TRIANGULATION STATION DISK
 NN0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0639_STAMPING: DELOIT 1900
 NN0639_MARK LOGO: CGS
 NN0639_PROJECTION: FLUSH
 NN0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0639+STABILITY: SURFACE MOTION
 NN0639
 NN0639  HISTORY     - Date     Condition        Report By
 NN0639  HISTORY     - 1935     MONUMENTED       CGS
 NN0639  HISTORY     - 1949     GOOD             CGS
 NN0639  HISTORY     - 1961     GOOD             USGS
 NN0639
 NN0639                          STATION DESCRIPTION
 NN0639
 NN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0639'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 NN0639'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 NN0639'MARK, WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 NN0639'DESCRIPTION.
 NN0639'
 NN0639'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH OF EWING ON THE
 NN0639'HIGH POINT OF A PROMINENT RIDGE IN A PASTURE AND ON LAND LEASED
 NN0639'BY MR. HAROLD DANIELS AND OCCUPIED BY MR. JOHN WALTERS.  IT IS
 NN0639'ABOUT 0.3 MILE EAST OF THE WALTERS RANCH HOUSE, 0.4 MILE WEST OF
 NN0639'NORTH-SOUTH FENCE LINE, 0.15 MILE NORTH OF TRACK ROAD LEADING
 NN0639'TO RANCH HOUSE AND 730 FEET SOUTH OF EAST-WEST FENCE LINE.  IT
 NN0639'IS STAMPED DELOIT 1900 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0639'
 NN0639'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT
 NN0639'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED DELOIT NO 1 1900
 NN0639'AND SET FLUSH WITH THE GROUND SURFACE.
 NN0639'
 NN0639'REFERENCE MARK NO 2 IS ABOUT 0.4 MILE EAST-SOUTHEAST OF THE
 NN0639'STATION, 0.1 MILE SOUTH OF THE GATE INTO PASTURE AND 1 FOOT
 NN0639'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED DELOIT NO 2
 NN0639'1900 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0639'
 NN0639'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, 45
 NN0639'FEET WEST OF THE NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT EAST
 NN0639'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED DELOIT 1949 AND PROJECTS
 NN0639'3 INCHES.  TO REACH FROM THE GATE INTO PASTURE, GO SOUTH ON
 NN0639'SECTION LINE ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT IN FENCE
 NN0639'LINE AS DESCRIBED.
 NN0639'
 NN0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0639'AND STATE ROUTE 53 AT CUMMINSVILLE, (A CROSSROAD 7 MILES NORTH
 NN0639'OF BARTLETT) FROM THE BEAVER VALLEY STORE AND TEXACO SERVICE
 NN0639'STATION, GO EAST ON STATE ROUTE 53 FOR 11.0 MILES TO CROSSROAD
 NN0639'AND SCHOOL HOUSE IN THE NORTHEAST ANGLE, TURN LEFT AS PER SIGN
 NN0639'EWING 19 AND GO NORTH FOR 7.0 MILES TO T-INTERSECTION, TURN
 NN0639'LEFT AND GO WEST FOR 0.2 MILE TO SIDE ROAD RIGHT, TURN RIGHT
 NN0639'AND GO NORTH FOR 4.0 MILES TO CROSSROAD, TURN LEFT AND GO WEST
 NN0639'ON OLD SECTION LINE ROAD FOR 1.0 MILE TO CROSSROAD, TURN
 NN0639'LEFT AND GO SOUTH FOR 0.3 MILE TO WIRE GATE IN FENCE LINE ON
 NN0639'RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD WEST AND
 NN0639'SOUTHWEST FOR 0.4 MILE TO TOP OF RIDGE, TURN RIGHT AND GO
 NN0639'NORTH ALONG RIDGE FOR 0.15 MILE TO HIGHEST POINT AND STATION
 NN0639'AS DESCRIBED.
 NN0639'
 NN0639'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 NN0639'
 NN0639'A 4 FOOT SIGNAL AT STATION BUFFALO 1900 IS VISIBLE AT 4 FEET.
 NN0639'
 NN0639'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 NN0639'
 NN0639'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4 FEET.
 NN0639
 NN0639                          STATION RECOVERY (1961)
 NN0639
 NN0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0639'STATION IS 7.5 MI. S AND 1.25 MI. W OF EWING.  T 25 N. R. 9W IN
 NN0639'THE NE QUARTER OF SECTION 16, 782 FT. S AND 18 FT E OF CENTERLINE
 NN0639'ROAD AT T FENCE S, AND ON THE HIGH POINT OF A PROMINENT RIDGE IN
 NN0639'A PASTURE.  IN A CONCRETE POST FLUSH WITH THE GROUND, A STANDARD
 NN0639'USC AND GS TABLET STAMPED DELOIT 1900.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0481 ***********************************************************************
 NO0481  DESIGNATION -  DELUTH
 NO0481  PID         -  NO0481
 NO0481  STATE/COUNTY-  NE/GRANT
 NO0481  COUNTRY     -  US
 NO0481  USGS QUAD   -  WHITMAN (2017)
 NO0481
 NO0481                         *CURRENT SURVEY CONTROL
 NO0481  ______________________________________________________________________
 NO0481* NAD 83(1995) POSITION- 42 01 08.92038(N) 101 36 43.19477(W)   ADJUSTED
 NO0481* NAVD 88 ORTHO HEIGHT -  1192.    (meters)     3911.    (feet) SCALED
 NO0481  ______________________________________________________________________
 NO0481  GEOID HEIGHT    -        -19.492 (meters)                     GEOID18
 NO0481  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 NO0481  HORZ ORDER      -  SECOND
 NO0481
 NO0481.The horizontal coordinates were established by classical geodetic methods
 NO0481.and adjusted by the National Geodetic Survey in August 1997.
 NO0481
 NO0481.The orthometric height was scaled from a topographic map.
 NO0481
 NO0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0481.GEOID18 height accuracy estimate available here.
 NO0481
 NO0481.Click photographs - Photos may exist for this station.
 NO0481
 NO0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0481
 NO0481. The following values were computed from the NAD 83(1995) position.
 NO0481
 NO0481;                    North         East     Units Scale Factor Converg.
 NO0481;SPC NE       -   243,928.068   366,532.698   MT  0.99969866   -1 04 05.8
 NO0481;SPC NE       -   800,287.34  1,202,532.69   sFT  0.99969866   -1 04 05.8
 NO0481;UTM  14      - 4,655,202.731   283,737.433   MT  1.00017553   -1 44 56.7
 NO0481
 NO0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0481!SPC NE       -   0.99981607  x   0.99969866  =   0.99951478
 NO0481!UTM  14      -   0.99981607  x   1.00017553  =   0.99999156
 NO0481
 NO0481:                Primary Azimuth Mark                     Grid Az
 NO0481:SPC NE       -  DELUTH AZ MK                             265 12 29.2
 NO0481:UTM  14      -  DELUTH AZ MK                             265 53 20.1
 NO0481
 NO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8373755202(NAD 83)
 NO0481
 NO0481|---------------------------------------------------------------------|
 NO0481| PID    Reference Object                     Distance      Geod. Az  |
 NO0481|                                                           dddmmss.s |
 NO0481| CP9144 DELUTH RM 1                          11.153 METERS 04427     |
 NO0481| CP9145 DELUTH RM 2                          11.827 METERS 10051     |
 NO0481| CP9143 DELUTH AZ MK                                       2640823.4 |
 NO0481|---------------------------------------------------------------------|
 NO0481
 NO0481                          SUPERSEDED SURVEY CONTROL
 NO0481
 NO0481  NAD 83(1986)-  42 01 08.91887(N)    101 36 43.19935(W) AD(       ) 2
 NO0481  NAD 27      -  42 01 08.95800(N)    101 36 41.57900(W) AD(       ) 2
 NO0481
 NO0481.Superseded values are not recommended for survey control.
 NO0481
 NO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0481.See file dsdata.pdf to determine how the superseded data were derived.
 NO0481
 NO0481_MARKER: DS = TRIANGULATION STATION DISK
 NO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0481_STAMPING: DELUTH 1946
 NO0481_MARK LOGO: CGS
 NO0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0481+STABILITY: SURFACE MOTION
 NO0481
 NO0481  HISTORY     - Date     Condition        Report By
 NO0481  HISTORY     - 1946     MONUMENTED       CGS
 NO0481
 NO0481                          STATION DESCRIPTION
 NO0481
 NO0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0481'THE STATION IS ON THE SUMMIT OF A ROUNDED GRASS-COVERED SAND
 NO0481'HILL, ABOUT 4.8 MILES, AIR LINE, WEST SOUTHWEST OF WHITMAN,
 NO0481'ABOUT 7.0 MILES, AIR LINE, EAST OF HYANNIS, AND 0.5 MILE SOUTH
 NO0481'OF STATE HIGHWAY NO. 2, THERE IS HIGHER GROUND TO THE EAST
 NO0481'AND SOUTHEAST OF THE STATION.  IT PROJECTS ABOUT 12 INCHES AND
 NO0481'IS STAMPED DELUTH 1946.
 NO0481'
 NO0481'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0481'AND ABOUT 1 FOOT BELOW STATION ELEVATION.  IT PROJECTS 11 INCHES
 NO0481'AND IS STAMPED DELUTH NO 1 1946.
 NO0481'
 NO0481'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0481'AND ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS 10
 NO0481'INCHES AND IS STAMPED DELUTH NO 2 1946.
 NO0481'
 NO0481'THE AZIMUTH MARK IS ON THE HIGHWAY R/W, IT IS 47 FEET NORTH
 NO0481'OF THE CENTER LINE OF STATE HIGHWAY NO. 2, 5 FEET SOUTH
 NO0481'OF A FENCE LINE, AND 4 FEET EAST SOUTHEAST OF A 4 X 4-INCH
 NO0481'WITNESS POST PROJECTING 2.5 FEET.  IT PROJECTS 6 INCHES AND
 NO0481'IS STAMPED DELUTH 1946.
 NO0481'
 NO0481'TO REACH THE STATION FROM THE HOTEL IN HYANNIS, GO EAST
 NO0481'ON STATE HIGHWAY NO. 2 FOR 7.55 MILES TO A T ROAD RIGHT,
 NO0481'SOUTH.  *TURN RIGHT ON T ROAD, LEAVING HIGHWAY, CROSS CATTLE
 NO0481'GUARD AND TURN SHARP LEFT AND GO 0.15 MILE TO A WIRE GATE
 NO0481'AND WINDMILL.  PASS THROUGH GATE AND DRIVE EAST-SOUTHEAST
 NO0481'UP STEEP SLOPE ACROSS PASTURE FOR 0.65 MILE TO THE SUMMIT
 NO0481'OF GRASS-COVERED SAND HILL AND THE STATION AS DESCRIBED.
 NO0481'
 NO0481'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE
 NO0481'DESCRIPTION, GO WEST ON STATE HIGHWAY NO. 2 FOR 0.25 MILE TO
 NO0481'THE AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD AS
 NO0481'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0613 ***********************************************************************
 NP0613  DESIGNATION -  DENBY
 NP0613  PID         -  NP0613
 NP0613  STATE/COUNTY-  NE/SHERIDAN
 NP0613  COUNTRY     -  US
 NP0613  USGS QUAD   -  CLINTON NW (2017)
 NP0613
 NP0613                         *CURRENT SURVEY CONTROL
 NP0613  ______________________________________________________________________
 NP0613* NAD 83(1995) POSITION- 42 59 54.99903(N) 102 23 11.89457(W)   ADJUSTED
 NP0613* NAVD 88 ORTHO HEIGHT -  1120.    (meters)     3675.    (feet) SCALED
 NP0613  ______________________________________________________________________
 NP0613  GEOID HEIGHT    -        -18.275 (meters)                     GEOID18
 NP0613  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 NP0613  HORZ ORDER      -  FIRST
 NP0613
 NP0613.The horizontal coordinates were established by classical geodetic methods
 NP0613.and adjusted by the National Geodetic Survey in August 1997.
 NP0613
 NP0613.The orthometric height was scaled from a topographic map.
 NP0613
 NP0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0613.GEOID18 height accuracy estimate available here.
 NP0613
 NP0613.Click photographs - Photos may exist for this station.
 NP0613
 NP0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0613
 NP0613. The following values were computed from the NAD 83(1995) position.
 NP0613
 NP0613;                    North         East     Units Scale Factor Converg.
 NP0613;SPC NE       -   354,152.835   305,411.733   MT  0.99999936   -1 34 53.8
 NP0613;SPC NE       - 1,161,916.43  1,002,004.99   sFT  0.99999936   -1 34 53.8
 NP0613;SPC SD S     -    75,976.283   432,590.749   MT  0.99996497   -1 24 59.3
 NP0613;SPC SD S     -   249,265.52  1,419,258.15   sFT  0.99996497   -1 24 59.3
 NP0613;UTM  13      - 4,763,974.882   713,020.954   MT  1.00015827   +1 46 58.6
 NP0613
 NP0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0613!SPC NE       -   0.99982733  x   0.99999936  =   0.99982669
 NP0613!SPC SD S     -   0.99982733  x   0.99996497  =   0.99979230
 NP0613!UTM  13      -   0.99982733  x   1.00015827  =   0.99998557
 NP0613
 NP0613:                Primary Azimuth Mark                     Grid Az
 NP0613:SPC NE       -  DENBY AZ MK                              135 35 03.1
 NP0613:SPC SD S     -  DENBY AZ MK                              135 25 08.6
 NP0613:UTM  13      -  DENBY AZ MK                              132 13 10.7
 NP0613
 NP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1302063974(NAD 83)
 NP0613
 NP0613|---------------------------------------------------------------------|
 NP0613| PID    Reference Object                     Distance      Geod. Az  |
 NP0613|                                                           dddmmss.s |
 NP0613| CP9146 DENBY AZ MK                                        1340009.3 |
 NP0613| CP9147 DENBY RM 1                           27.048 METERS 16039     |
 NP0613| CP9148 DENBY RM 2                           27.117 METERS 24614     |
 NP0613|---------------------------------------------------------------------|
 NP0613
 NP0613                          SUPERSEDED SURVEY CONTROL
 NP0613
 NP0613  NAD 83(1993)-  42 59 54.99090(N)    102 23 11.89724(W) AD(       ) 1
 NP0613  NAD 83(1986)-  42 59 54.98964(N)    102 23 11.89385(W) AD(       ) 1
 NP0613  NAD 27      -  42 59 55.03000(N)    102 23 10.33600(W) AD(       ) 1
 NP0613
 NP0613.Superseded values are not recommended for survey control.
 NP0613
 NP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0613.See file dsdata.pdf to determine how the superseded data were derived.
 NP0613
 NP0613_MARKER: DS = TRIANGULATION STATION DISK
 NP0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0613
 NP0613  HISTORY     - Date     Condition        Report By
 NP0613  HISTORY     - 1936     MONUMENTED       CGS
 NP0613  HISTORY     - 1968     GOOD             USGS
 NP0613
 NP0613                          STATION DESCRIPTION
 NP0613
 NP0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0613'STATION IS ABOUT 22 MILES WEST AND NORTH OF GORDON, NEBR.,
 NP0613'1.0 MILE WEST OF NORTH-SOUTH ROAD, 125 YARDS SOUTH OF
 NP0613'NEBRASKA-SOUTH DAKOTA STATE LINE, ON A HIGH GRASSY KNOLL WITH
 NP0613'A LONE PINE TREE AND 37 PACES NORTH OF STATION, 3 MILES NORTH
 NP0613'OF TRAIL GOING EAST AND WEST, AND 400 PACES SOUTHEAST OF
 NP0613'BOUNDARY MONUMENT 139 1/2.
 NP0613'
 NP0613'TO REACH FROM THE POST OFFICE IN GORDON, NEBR., GO NORTH
 NP0613'ON STATE HIGHWAY 27 FOR 8.4 MILES TO A T-ROAD WEST, GO WEST FOR
 NP0613'4.3 MILES, TURN NORTH 0.2 MILE, THEN WEST 1.0 MILE, NORTH
 NP0613'1.5 MILES, WEST 1.8 MILES, THEN NORTHWEST AND WEST 1.6 MILES,
 NP0613'THEN 0.5 MILE TO THE WHITE LODGE SCHOOLHOUSE (DISTRICT 86)
 NP0613'ON NORTH SIDE OF ROAD.  CONTINUE WEST FOR 0.6 MILE TO T-ROAD
 NP0613'NORTH, TURN NORTH AND GO 1.9 MILES TO ROAD TRAIL LEADING
 NP0613'WEST DOWN SLOPE JUST AFTER PASSING THROUGH CATTLE GUARD.
 NP0613'FROM HERE STATION IS VISIBLE DUE NORTHWEST.  TURN WEST ON
 NP0613'ROAD TRAIL AND WIND WAY 1.0 MILE TO TOP OF RIDGE, TURN NORTH
 NP0613'OFF ROAD AND GO 0.3 MILE TO TOP OF KNOLL AND STATION.
 NP0613'
 NP0613'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  IT PROJECTS
 NP0613'4 INCHES.
 NP0613'
 NP0613'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.  IT
 NP0613'PROJECTS 4 INCHES.
 NP0613'
 NP0613'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-SOUTHEAST OF THE
 NP0613'STATION IN NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES.
 NP0613'
 NP0613'LIGHTS ON THE GROUND AT BDY. MON. 144-1/2 ECC., AND AT KNEE
 NP0613'AND PORCUPINE, AND 100 FEET ABOVE BREHMER WERE VISIBLE FROM
 NP0613'THE GROUND, EXCEPT 144-1/2 WHICH CAME IN AT 30 FEET.
 NP0613'
 NP0613'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0613'BRONZE DISKS SET IN CONCRETE.
 NP0613'
 NP0613'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NP0613
 NP0613                          STATION RECOVERY (1968)
 NP0613
 NP0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0613'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED
 NP0613'AS DESCRIBED IN GOOD CONDITION.
 NP0613'
 NP0613'DESCRIPTION ADEQUATE EXCEPT FOR TO REACH STATEMENT.  CORRECTED
 NP0613'AS FOLLOWS--
 NP0613'
 NP0613'TO REACH FROM THE POST OFFICE IN GORDON, NEBR., GO N. ON STATE
 NP0613'HWY. 27 FOR 8.4 MI TO A T-RD. W., GO W. FOR 4.3 MI, TURN N.
 NP0613'0.2 MI, THEN W. 1.0 MI, N. 1.5 MI, W. 1.8 MI, THEN NW. AND N.
 NP0613'1.6 MI, THEN 0.5 MI TO THE WHITE LODGE SCHOOLHOUSE (DISTRICT
 NP0613'86) ON N. SIDE OR RD.  CONTINUE W. 1.0 MI TO CATTLEGUARD, PASS
 NP0613'THROUGH CATTLEGUARD GO NW. 0.6 MI TO CATTLEGUARD, PASS THROUGH
 NP0613'CATTLEGUARD, GO W. AND NW. 1.7 MI TO CATTLEGUARD, PASS THROUGH
 NP0613'CATTLEGUARD GO N. 0.7 MI TO TRAIL ON RIGHT, GO SE. ON TRAIL
 NP0613'0.2 MI TO GATE, PASS THROUGH GATE, TAKE RIGHT TRAIL 0.1 MI
 NP0613'TO GATE, PASS THROUGH GATE, TURN LEFT (E.) AND FOLLOW TRAIL
 NP0613'0.3 MI TO DAM, CROSS DAM AND FOLLOW TRAIL 0.1 MI TO GATE,
 NP0613'PASS THROUGH GATE TURN LEFT (N.) FOLLOW RIDGE 0.3 MI TO
 NP0613'GATE, PASS THROUGH GATE, TURN RIGHT AND FOLLOW TRAIL
 NP0613'GENERALLY NE.  0.6 MI TO TOP OF RIDGE, FOLLOW TRAIL
 NP0613'GENERALLY E. AND NE. 0.4 MI TO DAM, CROSS DAM AND FOLLOW
 NP0613'TRAIL GENERALLY NE. 0.2 MI AND LEAVE TRAIL, TURN LEFT
 NP0613'(N.) GO 0.2 MI TO TOP OF RIDGE WITH LONE PINE TREE AND
 NP0613'STATION.
 NP0613'
 NP0613'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0626 ***********************************************************************
 NP0626  DESIGNATION -  DENNIS
 NP0626  PID         -  NP0626
 NP0626  STATE/COUNTY-  NE/SHERIDAN
 NP0626  COUNTRY     -  US
 NP0626  USGS QUAD   -  ELLSWORTH (2017)
 NP0626
 NP0626                         *CURRENT SURVEY CONTROL
 NP0626  ______________________________________________________________________
 NP0626* NAD 83(1995) POSITION- 42 00 33.31281(N) 102 20 54.97613(W)   ADJUSTED
 NP0626* NAVD 88 ORTHO HEIGHT -  1258.    (meters)     4127.    (feet) SCALED
 NP0626  ______________________________________________________________________
 NP0626  GEOID HEIGHT    -        -19.007 (meters)                     GEOID18
 NP0626  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 NP0626  HORZ ORDER      -  SECOND
 NP0626
 NP0626.The horizontal coordinates were established by classical geodetic methods
 NP0626.and adjusted by the National Geodetic Survey in August 1997.
 NP0626
 NP0626.The orthometric height was scaled from a topographic map.
 NP0626
 NP0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0626.GEOID18 height accuracy estimate available here.
 NP0626
 NP0626.Click photographs - Photos may exist for this station.
 NP0626
 NP0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0626
 NP0626. The following values were computed from the NAD 83(1995) position.
 NP0626
 NP0626;                    North         East     Units Scale Factor Converg.
 NP0626;SPC NE       -   244,227.044   305,527.368   MT  0.99969713   -1 33 23.1
 NP0626;SPC NE       -   801,268.23  1,002,384.37   sFT  0.99969713   -1 33 23.1
 NP0626;UTM  13      - 4,654,204.787   719,558.757   MT  1.00019321   +1 46 30.6
 NP0626
 NP0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0626!SPC NE       -   0.99980578  x   0.99969713  =   0.99950297
 NP0626!UTM  13      -   0.99980578  x   1.00019321  =   0.99999895
 NP0626
 NP0626:                Primary Azimuth Mark                     Grid Az
 NP0626:SPC NE       -  DENNIS AZ MK                             250 07 51.6
 NP0626:UTM  13      -  DENNIS AZ MK                             246 47 57.9
 NP0626
 NP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1955854204(NAD 83)
 NP0626
 NP0626|---------------------------------------------------------------------|
 NP0626| PID    Reference Object                     Distance      Geod. Az  |
 NP0626|                                                           dddmmss.s |
 NP0626| CP9150 DENNIS RM 1                          24.107 METERS 05206     |
 NP0626| CP9149 DENNIS AZ MK                                       2483428.5 |
 NP0626| CP9151 DENNIS RM 2                          12.648 METERS 25944     |
 NP0626|---------------------------------------------------------------------|
 NP0626
 NP0626                          SUPERSEDED SURVEY CONTROL
 NP0626
 NP0626  NAD 83(1993)-  42 00 33.31130(N)    102 20 54.97701(W) AD(       ) 2
 NP0626  NAD 83(1986)-  42 00 33.31026(N)    102 20 54.97856(W) AD(       ) 2
 NP0626  NAD 27      -  42 00 33.38900(N)    102 20 53.27900(W) AD(       ) 2
 NP0626
 NP0626.Superseded values are not recommended for survey control.
 NP0626
 NP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0626.See file dsdata.pdf to determine how the superseded data were derived.
 NP0626
 NP0626_MARKER: DS = TRIANGULATION STATION DISK
 NP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0626
 NP0626  HISTORY     - Date     Condition        Report By
 NP0626  HISTORY     - 1946     MONUMENTED       CGS
 NP0626
 NP0626                          STATION DESCRIPTION
 NP0626
 NP0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0626'LOCATED ABOUT 5 MILES, AIRLINE, EAST-SOUTHEAST OF LAKESIDE, AND
 NP0626'4.5 MILES AIRLINE, SOUTHWEST OF ELLSWORTH AND ABOUT 0.8 MILES,
 NP0626'AIRLINE, WEST OF A SMALL LAKE NEAR A RANCH HOUSE.  IT IS ON
 NP0626'THE HIGHEST POINT OF A PROMINENT SAND HILL WHICH COMES TO A SHARP
 NP0626'POINT.  IT IS STAMPED DENNIS 1946 AND PROJECTS 10 INCHES.
 NP0626'
 NP0626'REFERENCE MARK NO. 1 IS ABOUT 7 FEET LOWER THAN THE STATION.
 NP0626'IT IS STAMPED DENNIS NO 1 1946 AND PROJECTS 10 INCHES.  IT IS ON
 NP0626'THE NORTHEAST SLOPE OF THE HILL.  A SLOPE MEASUREMENT WAS TAKEN TO
 NP0626'R.M. 1 AND R.M. 2.
 NP0626'
 NP0626'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND 5 FEET
 NP0626'LOWER THAN THE STATION.  IT IS STAMPED DENNIS NO 2 1946 AND
 NP0626'PROJECTS 10 INCHES.* A SLOPE MEASUREMENT WAS TAKEN TO THIS
 NP0626'MARK.
 NP0626'
 NP0626'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 5
 NP0626'FEET NORTH OF THE NORTH END OF A CATTLE GUARD.  IT IS STAMPED
 NP0626'DENNIS 1946 AND PROJECTS 8 INCHES.
 NP0626'
 NP0626'REACHED FROM THE CROSSROADS AT THE SOUTH EDGE OF LAKESIDE--GO
 NP0626'EAST ON STATE HIGHWAY 2 FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN
 NP0626'RIGHT AND FOLLOW MAIN ROAD FOR 0.9 MILE TO A FORK.  TAKE LEFT
 NP0626'FORK FOR 0.6 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.05 MILE TO
 NP0626'A FORK.  TAKE LEFT FORK FOR 1.2 MILES TO A WINDMILL AND STOCK
 NP0626'TANK.  CONTINUE ON TRACK ROAD FOR 1.45 MILES TO A FORK.  TAKE
 NP0626'RIGHT FORK FOR 0.6 MILE TO A CATTLE GUARD AND THE AZIMUTH MARK
 NP0626'ON THE LEFT.  TURN SHARP AFTER CROSSING CATTLE GUARD, LEAVING
 NP0626'TRACK ROAD AND GO 0.05 MILE TO A WIRE GATE JUST EAST OF A T
 NP0626'FENCE CORNER.  PASS THROUGH GATE AND GO NORTHEAST FOR 0.55 MILE
 NP0626'TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 NP0626'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0718 ***********************************************************************
 NP0718  DESIGNATION -  DENTON
 NP0718  PID         -  NP0718
 NP0718  STATE/COUNTY-  NE/SIOUX
 NP0718  COUNTRY     -  US
 NP0718  USGS QUAD   -  KILPATRICK LAKE SW (2017)
 NP0718
 NP0718                         *CURRENT SURVEY CONTROL
 NP0718  ______________________________________________________________________
 NP0718* NAD 83(1995) POSITION- 42 01 37.70853(N) 103 26 18.71186(W)   ADJUSTED
 NP0718* NAVD 88 ORTHO HEIGHT -  1426.    (meters)     4678.    (feet) SCALED
 NP0718  ______________________________________________________________________
 NP0718  GEOID HEIGHT    -        -18.773 (meters)                     GEOID18
 NP0718  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 NP0718  HORZ ORDER      -  FIRST
 NP0718
 NP0718.The horizontal coordinates were established by classical geodetic methods
 NP0718.and adjusted by the National Geodetic Survey in August 1997.
 NP0718
 NP0718.The orthometric height was scaled from a topographic map.
 NP0718
 NP0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0718.GEOID18 height accuracy estimate available here.
 NP0718
 NP0718.Click photographs - Photos may exist for this station.
 NP0718
 NP0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0718
 NP0718. The following values were computed from the NAD 83(1995) position.
 NP0718
 NP0718;                    North         East     Units Scale Factor Converg.
 NP0718;SPC NE       -   249,231.965   215,396.666   MT  0.99969992   -2 16 43.3
 NP0718;SPC NE       -   817,688.54    706,680.56   sFT  0.99969992   -2 16 43.3
 NP0718;UTM  13      - 4,653,969.075   629,263.864   MT  0.99980560   +1 02 43.9
 NP0718
 NP0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0718!SPC NE       -   0.99977938  x   0.99969992  =   0.99947937
 NP0718!UTM  13      -   0.99977938  x   0.99980560  =   0.99958503
 NP0718
 NP0718:                Primary Azimuth Mark                     Grid Az
 NP0718:SPC NE       -  DENTON AZ MK                             248 29 24.5
 NP0718:UTM  13      -  DENTON AZ MK                             245 09 57.3
 NP0718
 NP0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2926353969(NAD 83)
 NP0718
 NP0718|---------------------------------------------------------------------|
 NP0718| PID    Reference Object                     Distance      Geod. Az  |
 NP0718|                                                           dddmmss.s |
 NP0718| CP9153 DENTON RM 1                          11.270 METERS 12421     |
 NP0718| CP9152 DENTON AZ MK                                       2461241.2 |
 NP0718| CP9154 DENTON RM 2                          17.805 METERS 33908     |
 NP0718|---------------------------------------------------------------------|
 NP0718
 NP0718                          SUPERSEDED SURVEY CONTROL
 NP0718
 NP0718  NAD 83(1993)-  42 01 37.70839(N)    103 26 18.71206(W) AD(       ) 1
 NP0718  NAD 83(1986)-  42 01 37.70557(N)    103 26 18.71465(W) AD(       ) 1
 NP0718  NAD 27      -  42 01 37.83600(N)    103 26 16.93800(W) AD(       ) 1
 NP0718
 NP0718.Superseded values are not recommended for survey control.
 NP0718
 NP0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0718.See file dsdata.pdf to determine how the superseded data were derived.
 NP0718
 NP0718_MARKER: DS = TRIANGULATION STATION DISK
 NP0718_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 NP0718_STAMPING: DENTON 1934
 NP0718_MARK LOGO: CGS
 NP0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0718
 NP0718  HISTORY     - Date     Condition        Report By
 NP0718  HISTORY     - 1934     MONUMENTED       CGS
 NP0718  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0718
 NP0718                          STATION DESCRIPTION
 NP0718
 NP0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0718'STATION IS ABOUT 16-1/2 MILES NE OF SCOTTSBLUFF ON A WHITE
 NP0718'SANDY HILL, BLASTED OPEN ON THE W AND S SIDES, 100 YARDS E OF
 NP0718'A JOG IN A N-S FENCE.  THERE IS A RANCH, WITH WINDMILL, TO
 NP0718'THE N, AND TWO GALVANIZED IRON-ROOFED BARNS, AND A SMALL CONCRETE
 NP0718'HOUSE TO THE SW.  IT IS (APPROXIMATELY) IN SEC. 22, T 24 N,
 NP0718'R 53 W, AND THE MARK PROJECTS 1 FOOT.
 NP0718'
 NP0718'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 NP0718'CONCRETE IN THE TOPS OF TILES.
 NP0718'
 NP0718'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 NP0718'IN CONCRETE.
 NP0718'
 NP0718'REFERENCE MARK NO. 1 IS SE AND NO. 2 IS NNW OF THE STATION.
 NP0718'THEY PROJECT 1 FOOT.
 NP0718'
 NP0718'THE AZIMUTH MARK IS WSW OF THE STATION, 8 FEET NE OF AN
 NP0718'OBTUSE FENCE CORNER, 0.1 MILE N OF TIN-ROOFED SHEDS AND WINDMILL,
 NP0718'0.05 MILE W OF A WIRE GATE IN A N-S FENCE, AND THE MARK
 NP0718'PROJECTS 4 INCHES.
 NP0718'
 NP0718'THE STATION IS REACHED FROM THE INTERSECTION OF BROADWAY AND
 NP0718'E OVERLAND STREETS, IN SCOTTSBLUFF, BY GOING E ON U.S. HIGHWAY
 NP0718'26 FOR 7.9 MILES, WHERE PAVED HIGHWAY TURNS S.  GO STRAIGHT
 NP0718'AHEAD, E ON A SANDY DIRT ROAD 0.1 MILE.  THEN N ON GRADED
 NP0718'ROAD AND GO 3.9 MILES.  AT A T-INTERSECTION, TURN E ON A
 NP0718'GRADED ROAD AND GO 0.4 MILE.  THEN TAKE LEFT FORK AND GO 2.4
 NP0718'MILES AT T-INTERSECTION (TARPAPER COVERED SHACK ON THE W),
 NP0718'TURN LEFT AND GO 0.7 MILE, THE MAIN ROAD TURNS LEFT.  CONTINUE
 NP0718'STRAIGHT AHEAD ON A TRAIL FOR 0.1 MILE.  CROSS A WOODEN
 NP0718'BRIDGE AND TAKE RIGHT-HAND TRAIL FOR 0.8 MILE.  PASS A LONE
 NP0718'WINDMILL AND TANKS, AND CONTINUE ON ONLY TRAIL NORTHERLY
 NP0718'FOR 4.1 MILES TO A WIRE GATE IN AN E-W FENCE, ABOUT 0.1
 NP0718'MILE E OF A HOUSE AND WINDMILL ON HILLTOP AND JUST BEFORE
 NP0718'ENTERING A LANE.  PASS THROUGH GATE AND DRIVE NE AND E
 NP0718'ACROSS PASTURE LAND 1.1 MILES TO A WIRE GATE 0.1 MILE N OF
 NP0718'TIN-ROOFED SHEDS AND WINDMILL.  PASS THROUGH THE GATE AND
 NP0718'FOLLOW TRACKS EASTERLY 1.0 MILE TO A WIRE GATE JUST N OF A
 NP0718'SAND BLOWOUT.  PASS THROUGH GATE AND CONTINUE E ON THE
 NP0718'RIDGE FOR 0.2 MILE.  LEAVE TRACKS AND DRIVE N ACROSS PASTURE
 NP0718'FOR 0.4 MILE TO S BASE OF HIGHEST BARE SAND RIDGE RUNNING
 NP0718'E-W.  THE STATION IS ON HIGHEST POINT OF THIS RIDGE
 NP0718'ABOUT 75 YARDS N OF THE END OF THE TRUCK TRAVEL.
 NP0718'
 NP0718'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0718
 NP0718                          STATION RECOVERY (1974)
 NP0718
 NP0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 NP0718'R.M. 2 AND AZ. MK. FOUND AS DESCRIBED.
 NP0718'
 NP0718'STATION MARK AND R.M. 1 NOT FOUND.  PROBABLY DESTROYED DUE
 NP0718'TO WIND EROSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0873 ***********************************************************************
 LG0873  DESIGNATION -  DESHLER MUNICIPAL TANK
 LG0873  PID         -  LG0873
 LG0873  STATE/COUNTY-  NE/THAYER
 LG0873  COUNTRY     -  US
 LG0873  USGS QUAD   -  DESHLER (2017)
 LG0873
 LG0873                         *CURRENT SURVEY CONTROL
 LG0873  ______________________________________________________________________
 LG0873* NAD 83(1995) POSITION- 40 08 36.27688(N) 097 43 22.81571(W)   ADJUSTED
 LG0873  ______________________________________________________________________
 LG0873  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 LG0873  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 LG0873  HORZ ORDER      -  THIRD
 LG0873
 LG0873.The horizontal coordinates were established by classical geodetic methods
 LG0873.and adjusted by the National Geodetic Survey in August 1997.
 LG0873
 LG0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0873.GEOID18 height accuracy estimate available here.
 LG0873
 LG0873.Click photographs - Photos may exist for this station.
 LG0873
 LG0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0873
 LG0873. The following values were computed from the NAD 83(1995) position.
 LG0873
 LG0873;                    North         East     Units Scale Factor Converg.
 LG0873;SPC NE       -    36,984.192   693,999.653   MT  0.99993826   +1 30 32.2
 LG0873;SPC NE       -   121,338.97  2,276,897.19   sFT  0.99993826   +1 30 32.2
 LG0873;UTM  14      - 4,444,456.130   608,777.127   MT  0.99974566   +0 49 24.1
 LG0873
 LG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0877744456(NAD 83)
 LG0873
 LG0873                          SUPERSEDED SURVEY CONTROL
 LG0873
 LG0873  NAD 83(1986)-  40 08 36.28324(N)    097 43 22.81694(W) AD(       ) 3
 LG0873  NAD 27      -  40 08 36.26300(N)    097 43 21.67600(W) AD(       ) 3
 LG0873
 LG0873.Superseded values are not recommended for survey control.
 LG0873
 LG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0873.See file dsdata.pdf to determine how the superseded data were derived.
 LG0873
 LG0873_MARKER: 53 = ELEVATED TANK
 LG0873
 LG0873  HISTORY     - Date     Condition        Report By
 LG0873  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0873  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0873
 LG0873                          STATION DESCRIPTION
 LG0873
 LG0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0873'IT IS LOCATED AT THE NORTH END OF THE BUSINESS DISTRICT OF
 LG0873'DESHLER AND ABOUT 50 FEET NORTH OF THE NORTH END OF THE CITY
 LG0873'HALL BUILDING.  IT IS ABOUT 130 FEET OVERALL IN HEIGHT AND THE
 LG0873'TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL STRUCTURE.
 LG0873'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0873
 LG0873                          STATION RECOVERY (2005)
 LG0873
 LG0873'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0873'STATION NOT FOUND. NO TANK EXISTS 50 FEET NORTH OF CITY HALL. A NEW
 LG0873'WATER TANK HAS BEEN CONSTRUCTED 3 BLOCKS NORTH OF CITY HALL. THIS
 LG0873'STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0875 ***********************************************************************
 LG0875  DESIGNATION -  DESHLER RESET
 LG0875  PID         -  LG0875
 LG0875  STATE/COUNTY-  NE/THAYER
 LG0875  COUNTRY     -  US
 LG0875  USGS QUAD   -  DESHLER (2017)
 LG0875
 LG0875                         *CURRENT SURVEY CONTROL
 LG0875  ______________________________________________________________________
 LG0875* NAD 83(1995) POSITION- 40 09 42.14325(N) 097 44 25.37560(W)   ADJUSTED
 LG0875* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 LG0875  ______________________________________________________________________
 LG0875  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 LG0875  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 LG0875  HORZ ORDER      -  SECOND
 LG0875
 LG0875.The horizontal coordinates were established by classical geodetic methods
 LG0875.and adjusted by the National Geodetic Survey in August 1997.
 LG0875
 LG0875.The orthometric height was scaled from a topographic map.
 LG0875
 LG0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0875.GEOID18 height accuracy estimate available here.
 LG0875
 LG0875.Click photographs - Photos may exist for this station.
 LG0875
 LG0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0875
 LG0875. The following values were computed from the NAD 83(1995) position.
 LG0875
 LG0875;                    North         East     Units Scale Factor Converg.
 LG0875;SPC NE       -    38,976.088   692,466.325   MT  0.99993082   +1 29 50.8
 LG0875;SPC NE       -   127,874.05  2,271,866.60   sFT  0.99993082   +1 29 50.8
 LG0875;UTM  14      - 4,446,465.839   607,268.019   MT  0.99974165   +0 48 44.9
 LG0875
 LG0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0875!SPC NE       -   0.99992648  x   0.99993082  =   0.99985730
 LG0875!UTM  14      -   0.99992648  x   0.99974165  =   0.99966815
 LG0875
 LG0875:                Primary Azimuth Mark                     Grid Az
 LG0875:SPC NE       -  DESHLER AZ MK 2                          091 19 06.4
 LG0875:UTM  14      -  DESHLER AZ MK 2                          092 00 12.3
 LG0875
 LG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0726846465(NAD 83)
 LG0875
 LG0875|---------------------------------------------------------------------|
 LG0875| PID    Reference Object                     Distance      Geod. Az  |
 LG0875|                                                           dddmmss.s |
 LG0875| CN9156 DESHLER RM 1                         13.054 METERS 08352     |
 LG0875| CN9154 DESHLER AZ MK                                      0923207.4 |
 LG0875| CN9155 DESHLER AZ MK 2                                    0924857.2 |
 LG0875| LG0873 DESHLER MUNICIPAL TANK              APPROX. 2.5 KM 1435432.8 |
 LG0875| CN9157 DESHLER RM 2                         20.817 METERS 17333     |
 LG0875| CN9158 DESHLER RM 3                         11.336 METERS 28047     |
 LG0875|---------------------------------------------------------------------|
 LG0875
 LG0875                          SUPERSEDED SURVEY CONTROL
 LG0875
 LG0875  NAD 83(1986)-  40 09 42.14898(N)    097 44 25.37651(W) AD(       ) 2
 LG0875  NAD 27      -  40 09 42.13300(N)    097 44 24.23800(W) AD(       ) 2
 LG0875
 LG0875.Superseded values are not recommended for survey control.
 LG0875
 LG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0875.See file dsdata.pdf to determine how the superseded data were derived.
 LG0875
 LG0875_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0875_STAMPING: DESHLER 1947 1975
 LG0875_MARK LOGO: NGS
 LG0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0875+STABILITY: SURFACE MOTION
 LG0875
 LG0875  HISTORY     - Date     Condition        Report By
 LG0875  HISTORY     - 1947     MONUMENTED       CGS
 LG0875  HISTORY     - 1958     SEE DESCRIPTION  USGS
 LG0875  HISTORY     - 1975     GOOD             NGS
 LG0875
 LG0875                          STATION DESCRIPTION
 LG0875
 LG0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0875'STATION IS LOCATED 1.5 MILES NORTHWEST OF DESHLER ON THE SUMMIT
 LG0875'OF A LOW RIDGE.  THE MARK, STAMPED DESHLER 1947, IS 30 FEET NORTH
 LG0875'OF THE CENTER LINE OF AN EAST-WEST ROAD, 6 FEET SOUTH OF AN
 LG0875'EAST-WEST WIRE FENCE AND IS SET FLUSH WITH THE GROUND.
 LG0875'
 LG0875'REFERENCE MARK NO. 1, STAMPED DESHLER NO 1 1947, IS 35 FEET
 LG0875'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT SOUTH OF
 LG0875'AN EAST-WEST WIRE FENCE AND PROJECTS 8 INCHES.
 LG0875'
 LG0875'REFERENCE MARK NO. 2, STAMPED DESHLER NO 2 1947, IS SET 38
 LG0875'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD ALONG THE
 LG0875'NORTH EDGE OF A CULTIVATED FIELD, AND PROJECTS 4 INCHES.
 LG0875'
 LG0875'THE AZIMUTH MARK, STAMPED DESHLER 1947, PROJECTS 8 INCHES, IS 23
 LG0875'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 2 FEET
 LG0875'NORTHWEST OF A POWER LINE POLE AT THE NORTH EDGE OF A CULTIVATED
 LG0875'FIELD AND IS 0.25 MILE EAST OF THE STATION.
 LG0875'
 LG0875'TO REACH THE STATION FROM THE FIRE HALL IN DESHLER, GO EAST
 LG0875'0.05 MILE TO A ROAD LEFT, NORTH.  TURN LEFT, NORTH, AND GO
 LG0875'0.25 MILE TO STATE HIGHWAY NO. 3.  TURN LEFT, WEST, ON STATE
 LG0875'HIGHWAY NO. 3 AND GO 0.2 MILE TO A CROSSROAD.  AT THE CROSSROAD,
 LG0875'TURN RIGHT, NORTH, AND GO 1.0 MILE TO A SCHOOL ON THE RIGHT.
 LG0875'AT THE SCHOOL, TURN LEFT, WEST AND GO 0.7 MILE TO THE SUMMIT
 LG0875'OF A LOW RIDGE AND STATION ON THE RIGHT, NORTH SIDE OF ROAD.
 LG0875'
 LG0875'A 74 FOOT SIGNAL AT STATION LOONTJER IS VG.
 LG0875'
 LG0875'A 74 FOOT SIGNAL AT STATION CORDING IS VG.
 LG0875'
 LG0875'A 74 FOOT SIGNAL AT STATION WIEDEL IS VG.
 LG0875'
 LG0875'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LG0875
 LG0875                          STATION RECOVERY (1958)
 LG0875
 LG0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0875'STATION WAS FOUND DESTROYED AND THE POST IS LYING IN THE DITCH.
 LG0875
 LG0875                          STATION RECOVERY (1975)
 LG0875
 LG0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0875'REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG0875'SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND LYING ON TOP
 LG0875'THE GROUND.  THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE
 LG0875'NOT FOUND.  THESE MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  NEW
 LG0875'STATION MARKS WERE SET BY USING THE DISTANCE FROM REFERENCE MARK 1
 LG0875'AND THE ANGLE BETWEEN THE DESHLER, MUNICIPAL WATER TANK 1947 AND
 LG0875'REFERENCE MARK 1.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE
 LG0875'ALSO ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 LG0875'DESCRIPTION--(POLARIS OBSERVED THE 10-8-75).
 LG0875'
 LG0875'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF DESHLER, IN A ROAD
 LG0875'DITCH ON THE NORTH SIDE OF A GRAVELED ROAD.
 LG0875'
 LG0875'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 136 AND STATE
 LG0875'HIGHWAY 5 AT THE NORTH EDGE OF DESHLER, GO NORTH ON HIGHWAY 5 FOR
 LG0875'1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 LG0875'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 LG0875'THE GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LG0875'
 LG0875'THE STATION MARKS ARE STANDARD DISKS STAMPED DESHLER 1947 1975.  THE
 LG0875'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0875'MONUMENT THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 71 FEET
 LG0875'WEST OF A FIELD APPROACH, 24 FEET NORTH OF THE CENTER OF THE
 LG0875'GRAVELED ROAD AND 6.8 FEET SOUTH OF A METAL WITNESS POST IN OLD
 LG0875'FENCELINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 LG0875'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LG0875'
 LG0875'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DESHLER NO 1 1947, SET IN
 LG0875'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 LG0875'INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET NORTH OF THE CENTER
 LG0875'OF THE GRAVELED ROAD, 28 FEET WEST OF THE CENTER OF THE FIELD
 LG0875'APPROACH AND 1 FOOT SOUTH OF THE OLD EAST-WEST FENCELINE.
 LG0875'
 LG0875'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0875'DESHLER 1947 NO 3 1975, AND PROJECTS 1 INCH ABOVE THE GROUND
 LG0875'SURFACE.  IT IS 36.5 FEET WEST OF A METAL WITNESS POST NEAR THE
 LG0875'STATION MARK AND 31 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 LG0875'
 LG0875'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DESHLER
 LG0875'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0875'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET
 LG0875'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A METAL
 LG0875'WITNESS POST AND IN AN EAST-WEST FENCELINE.
 LG0875'
 LG0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LG0875'NORTHWEST OF DESHLER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0874 ***********************************************************************
 LG0874  DESIGNATION -  DESHLER SINCLAIR OIL CO TANK
 LG0874  PID         -  LG0874
 LG0874  STATE/COUNTY-  NE/THAYER
 LG0874  COUNTRY     -  US
 LG0874  USGS QUAD   -  DESHLER (2017)
 LG0874
 LG0874                         *CURRENT SURVEY CONTROL
 LG0874  ______________________________________________________________________
 LG0874* NAD 83(1995) POSITION- 40 08 21.50974(N) 097 44 34.34591(W)   ADJUSTED
 LG0874  ______________________________________________________________________
 LG0874  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 LG0874  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 LG0874  HORZ ORDER      -  THIRD
 LG0874
 LG0874.The horizontal coordinates were established by classical geodetic methods
 LG0874.and adjusted by the National Geodetic Survey in August 1997.
 LG0874
 LG0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0874.GEOID18 height accuracy estimate available here.
 LG0874
 LG0874.Click photographs - Photos may exist for this station.
 LG0874
 LG0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0874
 LG0874. The following values were computed from the NAD 83(1995) position.
 LG0874
 LG0874;                    North         East     Units Scale Factor Converg.
 LG0874;SPC NE       -    36,484.512   692,319.050   MT  0.99993994   +1 29 44.8
 LG0874;SPC NE       -   119,699.60  2,271,383.42   sFT  0.99993994   +1 29 44.8
 LG0874;UTM  14      - 4,443,976.685   607,090.996   MT  0.99974118   +0 48 37.7
 LG0874
 LG0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0709043976(NAD 83)
 LG0874
 LG0874                          SUPERSEDED SURVEY CONTROL
 LG0874
 LG0874  NAD 83(1986)-  40 08 21.51389(N)    097 44 34.34694(W) AD(       ) 3
 LG0874  NAD 27      -  40 08 21.49600(N)    097 44 33.20800(W) AD(       ) 3
 LG0874
 LG0874.Superseded values are not recommended for survey control.
 LG0874
 LG0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0874.See file dsdata.pdf to determine how the superseded data were derived.
 LG0874
 LG0874_MARKER: 53 = ELEVATED TANK
 LG0874
 LG0874  HISTORY     - Date     Condition        Report By
 LG0874  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0874  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0874
 LG0874                          STATION DESCRIPTION
 LG0874
 LG0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0874'IT IS LOCATED ABOUT 1 MILE WEST OF DESHLER, 0.3 MILE SOUTH
 LG0874'OF STATE HIGHWAY NO. 3 AND 200 FEET SOUTHWEST OF THE SOUTHWEST
 LG0874'CORNER OF A LARGE BUILDING.  IT IS ABOUT 100 FEET IN HEIGHT AND
 LG0874'THE TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL TRUSWORK
 LG0874'STRUCTURE.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX
 LG0874'OF THE TANKS ROOF.
 LG0874
 LG0874                          STATION RECOVERY (2005)
 LG0874
 LG0874'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0874'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. SITE IS NOW
 LG0874'REINKE MANUFACTURING CO., INC. THIS STATION SHOULD BE DECLARED
 LG0874'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0425 ***********************************************************************
 MN0425  DESIGNATION -  DEUEL
 MN0425  PID         -  MN0425
 MN0425  STATE/COUNTY-  NE/DEUEL
 MN0425  COUNTRY     -  US
 MN0425  USGS QUAD   -  CHAPPELL SE (2017)
 MN0425
 MN0425                         *CURRENT SURVEY CONTROL
 MN0425  ______________________________________________________________________
 MN0425* NAD 83(1995) POSITION- 41 02 52.18699(N) 102 15 00.82414(W)   ADJUSTED
 MN0425* NAVD 88 ORTHO HEIGHT -  1112.8   (meters)     3651.    (feet) VERTCON
 MN0425  ______________________________________________________________________
 MN0425  GEOID HEIGHT    -        -20.412 (meters)                     GEOID18
 MN0425  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 MN0425  HORZ ORDER      -  SECOND
 MN0425
 MN0425.The horizontal coordinates were established by classical geodetic methods
 MN0425.and adjusted by the National Geodetic Survey in August 1997.
 MN0425
 MN0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0425
 MN0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0425.GEOID18 height accuracy estimate available here.
 MN0425
 MN0425.Click photographs - Photos may exist for this station.
 MN0425
 MN0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0425
 MN0425. The following values were computed from the NAD 83(1995) position.
 MN0425
 MN0425;                    North         East     Units Scale Factor Converg.
 MN0425;SPC NE       -   137,302.037   310,893.434   MT  0.99969034   -1 29 28.4
 MN0425;SPC NE       -   450,465.10  1,019,989.54   sFT  0.99969034   -1 29 28.4
 MN0425;UTM  13      - 4,547,709.916   731,105.066   MT  1.00025739   +1 48 23.6
 MN0425
 MN0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0425!SPC NE       -   0.99982868  x   0.99969034  =   0.99951908
 MN0425!UTM  13      -   0.99982868  x   1.00025739  =   1.00008603
 MN0425
 MN0425:                Primary Azimuth Mark                     Grid Az
 MN0425:SPC NE       -  DEUEL AZ MK                              270 11 51.3
 MN0425:UTM  13      -  DEUEL AZ MK                              266 53 59.3
 MN0425
 MN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3110547709(NAD 83)
 MN0425
 MN0425|---------------------------------------------------------------------|
 MN0425| PID    Reference Object                     Distance      Geod. Az  |
 MN0425|                                                           dddmmss.s |
 MN0425| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX. 8.4 KM 0543225.8 |
 MN0425| MN0427 BIG SPRINGS K N NAT GAS TANK        APPROX. 8.5 KM 0543221.7 |
 MN0425| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX.15.1 KM 0822220.4 |
 MN0425| CP6972 DEUEL RM 1                           27.816 METERS 14040     |
 MN0425| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.14.0 KM 1703931.6 |
 MN0425| LK0510 JULESBURG MUNICIPAL TANK            APPROX. 6.7 KM 1874149.8 |
 MN0425| CP6973 DEUEL RM 2                           30.946 METERS 22609     |
 MN0425| CP6971 DEUEL AZ MK                                        2684222.9 |
 MN0425|---------------------------------------------------------------------|
 MN0425
 MN0425                          SUPERSEDED SURVEY CONTROL
 MN0425
 MN0425  NAD 83(1993)-  41 02 52.18691(N)    102 15 00.82458(W) AD(       ) 2
 MN0425  NAD 83(1992)-  41 02 52.18670(N)    102 15 00.82472(W) AD(       ) 2
 MN0425  NAD 83(1986)-  41 02 52.18624(N)    102 15 00.82458(W) AD(       ) 2
 MN0425  NAD 27      -  41 02 52.21870(N)    102 14 59.15730(W) AD(       ) 2
 MN0425  NGVD 29 (07/19/86) 1112.3    (m)         3649.     (f) VERT ANG       
 MN0425
 MN0425.Superseded values are not recommended for survey control.
 MN0425
 MN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0425.See file dsdata.pdf to determine how the superseded data were derived.
 MN0425
 MN0425_MARKER: DS = TRIANGULATION STATION DISK
 MN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0425_STAMPING: DEUEL 1963
 MN0425_MARK LOGO: CGS
 MN0425_PROJECTION: RECESSED 46 CENTIMETERS
 MN0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0425+STABILITY: SURFACE MOTION
 MN0425
 MN0425  HISTORY     - Date     Condition        Report By
 MN0425  HISTORY     - 1963     MONUMENTED       CGS
 MN0425
 MN0425                          STATION DESCRIPTION
 MN0425
 MN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0425'THE STATION IS LOCATED 12-1/2 MILES EAST-SOUTHEAST OF CHAPPELL,
 MN0425'9-1/2 MILES WEST-SOUTHWEST OF BIG SPRINGS, 6 MILES NORTHEAST
 MN0425'OF JULESBURG, COLORADO, 3 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0425'STATE LINE, ALONG THE SOUTH EDGE OF A CULTIVATED FIELD, ON
 MN0425'PROPERTY OWNED BY MR. JOHN B. HALLQUEST.
 MN0425'
 MN0425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0425'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0425'JUNCTION OF STATE HIGHWAY 27.  CONTINUE STRAIGHT AHEAD AND
 MN0425'GO EAST ON U.S. HIGHWAY 30 FOR 5.1 MILES TO A CROSSROAD.  TURN
 MN0425'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 3.1 MILES TO A T-ROAD.
 MN0425'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO
 MN0425'THE STATION ON THE RIGHT AS DESCRIBED.
 MN0425'
 MN0425'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 MN0425'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE MARK
 MN0425'AS DESCRIBED.
 MN0425'
 MN0425'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0425'CONCRETE CYLINDER WHICH IS 18 INCHES BELOW THE SURFACE OF THE
 MN0425'GROUND AND IS STAMPED DEUEL 1963.  IT IS 34 FEET NORTH OF THE
 MN0425'CENTER OF AN EAST-WEST GRAVELED ROAD.
 MN0425'
 MN0425'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0425'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MN0425'DEUEL NO 1 1963.  IT IS 36 FEET SOUTH OF THE CENTER OF A
 MN0425'GRAVELED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0425'
 MN0425'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0425'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MN0425'DEUEL NO 2 1963.  IT IS 36 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0425'ROAD, 1.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 1
 MN0425'FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0425'
 MN0425'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0425'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED DEUEL
 MN0425'1963.  IT IS 62 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0425'ROAD, 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED
 MN0425'ROAD, 2.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 2
 MN0425'FEET NORTH OF THE EAST GATE POST OF A WIRE GATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0598 ***********************************************************************
 NP0598  DESIGNATION -  DEWEY
 NP0598  PID         -  NP0598
 NP0598  STATE/COUNTY-  NE/SHERIDAN
 NP0598  COUNTRY     -  US
 NP0598  USGS QUAD   -  RUSHVILLE SW (2017)
 NP0598
 NP0598                         *CURRENT SURVEY CONTROL
 NP0598  ______________________________________________________________________
 NP0598* NAD 83(1995) POSITION- 42 33 26.09710(N) 102 27 42.75494(W)   ADJUSTED
 NP0598* NAVD 88 ORTHO HEIGHT -  1127.1   (meters)     3698.    (feet) VERTCON
 NP0598  ______________________________________________________________________
 NP0598  GEOID HEIGHT    -        -18.139 (meters)                     GEOID18
 NP0598  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 NP0598  HORZ ORDER      -  SECOND
 NP0598
 NP0598.The horizontal coordinates were established by classical geodetic methods
 NP0598.and adjusted by the National Geodetic Survey in August 1997.
 NP0598
 NP0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0598
 NP0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0598.GEOID18 height accuracy estimate available here.
 NP0598
 NP0598.Click photographs - Photos may exist for this station.
 NP0598
 NP0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0598
 NP0598. The following values were computed from the NAD 83(1995) position.
 NP0598
 NP0598;                    North         East     Units Scale Factor Converg.
 NP0598;SPC NE       -   305,319.048   297,883.150   MT  0.99982722   -1 37 53.3
 NP0598;SPC NE       - 1,001,700.91    977,304.97   sFT  0.99982722   -1 37 53.3
 NP0598;UTM  13      - 4,714,772.370   708,363.370   MT  1.00013418   +1 43 02.0
 NP0598
 NP0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0598!SPC NE       -   0.99982611  x   0.99982722  =   0.99965336
 NP0598!UTM  13      -   0.99982611  x   1.00013418  =   0.99996027
 NP0598
 NP0598:                Primary Azimuth Mark                     Grid Az
 NP0598:SPC NE       -  DEWEY AZ MK                              176 42 47.7
 NP0598:UTM  13      -  DEWEY AZ MK                              173 21 52.4
 NP0598
 NP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0836314772(NAD 83)
 NP0598
 NP0598|---------------------------------------------------------------------|
 NP0598| PID    Reference Object                     Distance      Geod. Az  |
 NP0598|                                                           dddmmss.s |
 NP0598| CP9161 DEWEY RM 1                           12.392 METERS 08828     |
 NP0598| CP9160 DEWEY AZ MK                                        1750454.4 |
 NP0598| CP9162 DEWEY RM 2                           22.140 METERS 33918     |
 NP0598|---------------------------------------------------------------------|
 NP0598
 NP0598                          SUPERSEDED SURVEY CONTROL
 NP0598
 NP0598  NAD 83(1993)-  42 33 26.09517(N)    102 27 42.75544(W) AD(       ) 2
 NP0598  NAD 83(1986)-  42 33 26.08959(N)    102 27 42.75114(W) AD(       ) 2
 NP0598  NAD 27      -  42 33 26.18675(N)    102 27 41.07180(W) AD(       ) 2
 NP0598  NGVD 29 (07/19/86) 1126.6    (m)         3696.     (f) VERT ANG       
 NP0598
 NP0598.Superseded values are not recommended for survey control.
 NP0598
 NP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0598.See file dsdata.pdf to determine how the superseded data were derived.
 NP0598
 NP0598_MARKER: DD = SURVEY DISK
 NP0598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0598+WITH SETTING: INFORMATION.
 NP0598_STAMPING: DEWEY ET 1968
 NP0598_MARK LOGO: USGS
 NP0598_PROJECTION: FLUSH
 NP0598_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0598
 NP0598  HISTORY     - Date     Condition        Report By
 NP0598  HISTORY     - 1968     MONUMENTED       USGS
 NP0598
 NP0598                          STATION DESCRIPTION
 NP0598
 NP0598'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0598'THE STATION IS ABOUT 11.0 MI S. OF RUSHVILLE, ABOUT 1000 FT
 NP0598'WNW. OF THE COR. OF SECS. 22, 23, 26 AND 27, T. 30 N., R. 44
 NP0598'W., 0.1 MI E. OF STATE HWY. 250 ON PASTURE LAND OWNED BY
 NP0598'ALBERIC DE PORTER, IT IS ON SMALL RISE N. OF TRACK RD.
 NP0598'
 NP0598'TO REACH FROM THE INTERSECTION OF U.S. HWY. 20 AND STATE HWY.
 NP0598'250 IN RUSHVILLE, GO S. ON STATE HWY. 250 FOR 10.9 MI TO A
 NP0598'BRIDGE CROSSING THE NIOBRARA RIVER, CONTINUE S. ON DIRT RD.
 NP0598'AFTER CROSSING BRIDGE FOR 0.45 MI TO A CAR GATE ON THE LEFT,
 NP0598'TURN LEFT (E.) THROUGH CAR GATE AND GO 0.2 MI NNE. OF AUTO
 NP0598'GATE TO SMALL RISE IN PASTURE AND STATION.
 NP0598'
 NP0598'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0598'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0598'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS STAMPED ET DEWEY
 NP0598'1968, IT IS 279 FT E. OF THE E. RIGHT-OF-WAY FENCE, 65 FT S.
 NP0598'AND 29 FT E. OF A POWER LINE POLE, IT IS FLUSH WITH THE GROUND.
 NP0598'
 NP0598'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0598'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0598'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IS STAMPED DEWEY
 NP0598'NO 1 1968, IS E. OF STATION AND FLUSH WITH THE GROUND.
 NP0598'
 NP0598'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0598'COPPER COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0598'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED DEWEY NO 2 1968
 NP0598'IT IS NNW. OF THIS STATION, 2 FT E. OF A POWER LINE POLE AND
 NP0598'FLUSH WITH THE GROUND.
 NP0598'
 NP0598'THE AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0598'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 NP0598'GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS ABOUT 1.5 MI S. OF THE
 NP0598'STATION, STAMPED DEWEY AZIMUTH MARK 1968 36 FT W. OF CENTER OF
 NP0598'RD., 4 FT E. OF W. RIGHT-OF-WAY FENCE, 3 FT E. OF METAL WITNESS
 NP0598'POST AND IS FLUSH WITH THE GROUND.
 NP0598'
 NP0598'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1101 ***********************************************************************
 LG1101  DESIGNATION -  DEWITT
 LG1101  PID         -  LG1101
 LG1101  STATE/COUNTY-  NE/GAGE
 LG1101  COUNTRY     -  US
 LG1101  USGS QUAD   -  WILBER (2017)
 LG1101
 LG1101                         *CURRENT SURVEY CONTROL
 LG1101  ______________________________________________________________________
 LG1101* NAD 83(1995) POSITION- 40 22 53.33081(N) 096 54 09.85309(W)   ADJUSTED
 LG1101* NAVD 88 ORTHO HEIGHT -   393.    (meters)     1289.    (feet) SCALED
 LG1101  ______________________________________________________________________
 LG1101  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 LG1101  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 LG1101  HORZ ORDER      -  THIRD
 LG1101
 LG1101.The horizontal coordinates were established by classical geodetic methods
 LG1101.and adjusted by the National Geodetic Survey in August 1997.
 LG1101
 LG1101.The orthometric height was scaled from a topographic map.
 LG1101
 LG1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1101.GEOID18 height accuracy estimate available here.
 LG1101
 LG1101.Click photographs - Photos may exist for this station.
 LG1101
 LG1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1101
 LG1101. The following values were computed from the NAD 83(1995) position.
 LG1101
 LG1101;                    North         East     Units Scale Factor Converg.
 LG1101;SPC NE       -    65,571.633   762,913.658   MT  0.99984928   +2 03 09.2
 LG1101;SPC NE       -   215,129.60  2,502,992.56   sFT  0.99984928   +2 03 09.2
 LG1101;UTM  14      - 4,472,210.721   678,028.009   MT  0.99999015   +1 21 32.8
 LG1101
 LG1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1101!SPC NE       -   0.99994253  x   0.99984928  =   0.99979182
 LG1101!UTM  14      -   0.99994253  x   0.99999015  =   0.99993268
 LG1101
 LG1101:                Primary Azimuth Mark                     Grid Az
 LG1101:SPC NE       -  DEWITT AZ MK RESET                       141 40 54.9
 LG1101:UTM  14      -  DEWITT AZ MK RESET                       142 22 31.3
 LG1101
 LG1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7802872210(NAD 83)
 LG1101
 LG1101|---------------------------------------------------------------------|
 LG1101| PID    Reference Object                     Distance      Geod. Az  |
 LG1101|                                                           dddmmss.s |
 LG1101| CL6383 DEWITT RM 1                          17.800 METERS 00259     |
 LG1101| CL6385 DEWITT RM 3                          13.106 METERS 05306     |
 LG1101| CL6384 DEWITT RM 2                          20.300 METERS 10127     |
 LG1101| CL6381 DEWITT AZ MK                                       1421048.8 |
 LG1101| CL6382 DEWITT AZ MK RESET                                 1434404.1 |
 LG1101| LG1097 DEWITT MUNICIPAL TANK               APPROX. 2.6 KM 3110457.1 |
 LG1101| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX. 2.4 KM 3140935.3 |
 LG1101|---------------------------------------------------------------------|
 LG1101
 LG1101                          SUPERSEDED SURVEY CONTROL
 LG1101
 LG1101  NAD 83(1986)-  40 22 53.33819(N)    096 54 09.85073(W) AD(       ) 3
 LG1101  NAD 27      -  40 22 53.33000(N)    096 54 08.74100(W) AD(       ) 3
 LG1101
 LG1101.Superseded values are not recommended for survey control.
 LG1101
 LG1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1101.See file dsdata.pdf to determine how the superseded data were derived.
 LG1101
 LG1101_MARKER: DS = TRIANGULATION STATION DISK
 LG1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1101_STAMPING: DEWITT 1947
 LG1101_MARK LOGO: CGS
 LG1101_PROJECTION: FLUSH
 LG1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1101+STABILITY: SURFACE MOTION
 LG1101
 LG1101  HISTORY     - Date     Condition        Report By
 LG1101  HISTORY     - 1947     MONUMENTED       CGS
 LG1101  HISTORY     - 1958     GOOD             CGS
 LG1101  HISTORY     - 1969     GOOD             CGS
 LG1101
 LG1101                          STATION DESCRIPTION
 LG1101
 LG1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1101'THE STATION IS ABOUT 1.25 MILES SOUTHEAST OF DEWITT, 92.5 FEET
 LG1101'NORTHEAST OF THE CENTER OF STATE HIGHWAY 82, 47 FEET SOUTHWEST
 LG1101'OF A WINDMILL AND 40 FEET EAST OF THE CENTER OF A WIRE GATE.  IT
 LG1101'IS STAMPED DEWITT 1947 AND IS SET FLUSH.
 LG1101'
 LG1101'REFERENCE MARK NO. 1 IS 40 FEET WEST-NORTHWEST OF A WINDMILL AND
 LG1101'1 FOOT SOUTH-SOUTHEAST OF A FENCE CORNER.  IT IS STAMPED DEWITT
 LG1101'NO 1 1947 AND IS SET FLUSH.
 LG1101'
 LG1101'REFERENCE MARK NO. 2 IS 55 FEET SOUTHEAST OF A WINDMILL AND
 LG1101'1 FOOT NORTHWEST OF A BOARD FENCE.  IT IS STAMPED DEWITT NO 2 1947
 LG1101'AND IS SET FLUSH.
 LG1101'
 LG1101'AZIMUTH MARK IS 103 FEET EAST OF THE CENTER OF STATE HIGHWAY 82,
 LG1101'43 FEET EAST OF A FLAG POLE, 7 FEET NORTHEAST OF A WELL PUMP
 LG1101'AND 4 FEET NORTHEAST OF THE NORTHWEST CORNER OF A SCHOOL
 LG1101'HOUSE.  IT IS STAMPED DEWITT 1947 AND PROJECTS 4 INCHES.
 LG1101'
 LG1101'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO
 LG1101'SOUTHEAST ON STATE HIGHWAY 82 FOR 1.35 MILES TO THE FARM
 LG1101'HOME OF J.C. PLUCKNETT AND THE STATION OF THE LEFT AS DESCRIBED.
 LG1101'
 LG1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 LG1101'STATE HIGHWAY 82 FOR 0.35 MILE TO A SCHOOL HOUSE AND THE MARK
 LG1101'ON THE LEFT AS DESCRIBED.
 LG1101'
 LG1101'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 64 FEET.
 LG1101'
 LG1101'A 74 FOOT SIGNAL AT CUB IS VISIBLE AT 64 FEET.
 LG1101'
 LG1101'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LG1101
 LG1101                          STATION RECOVERY (1958)
 LG1101
 LG1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1101'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AS
 LG1101'DESCRIBED AND IN GOOD CONDITION.  THE SCHOOLHOUSE NEAR THE AZIMUTH
 LG1101'MARK HAS BEEN REMOVED AND THE LANDOWNER REQUESTED THE AZIMUTH MARK
 LG1101'BE RESET.  REFERENCE MARK NO. 2 WAS MOVED.
 LG1101'
 LG1101'A COMPLETE DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT
 LG1101'1 AND 1/4 MILES SOUTHEAST OF THE SMALL TOWN OF DEWITT, IN
 LG1101'A FARMYARD OCCUPIED BY JIM N. PETERS, 92 FEET NORTHEAST OF
 LG1101'THE CENTER OF A GRAVEL ROAD, 47 FEET SOUTHWEST OF A WINDMILL,
 LG1101'47 FEET NORTH OF THE NORTHEAST CORNER OF A SHED, 26 FEET SOUTH
 LG1101'OF A SOUTH GATE POST, 19 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG1101'OF CONCRETE PLATFORM FOR ELECTRIC WELL PUMP, AND 15 FEET
 LG1101'NORTHEAST OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LG1101'GROUND AND THE DISK IS STAMPED DEWITT 1947.
 LG1101'
 LG1101'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 40 FEET NORTHWEST
 LG1101'OF A WINDMILL, AND 1 FOOT SOUTH-SOUTHEAST OF THE SOUTHEAST
 LG1101'FENCE CORNER OF FENCE AROUND FARMHOUSE.  THE MARK IS 1 INCH
 LG1101'BELOW GROUND LEVEL AND THE DISK IS STAMPED DEWITT NO 1 1947.
 LG1101'
 LG1101'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 19 FEET
 LG1101'NORTHEAST OF THE SOUTHEAST CORNER OF CONCRETE PLATFORM FOR
 LG1101'ELECTRIC PUMP, AND 2 FEET SOUTH OF THE SOUTHWEST LEG FOR
 LG1101'WINDMILL.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG1101'AND THE DISK IS STAMPED DEWITT NO 3 1947.
 LG1101'
 LG1101'AZIMUTH MARK (RESET) IS 0.35 MILE SOUTHEAST OF THE STATION,
 LG1101'34 FEET NORTHEAST OF THE CENTERLINE OF GRAVEL ROAD, 3 FEET
 LG1101'NORTHWEST OF THE 2ND POWER POLE SOUTHEAST OF TWIN POWER POLES,
 LG1101'AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS 2 INCHES
 LG1101'AND THE DISK IS STAMPED DEWITT RESET 1958.
 LG1101'
 LG1101'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO EAST
 LG1101'ON THE MAIN STREET FOR 0.1 MILE ACROSS THE RAILROAD TRACKS.
 LG1101'TURN RIGHT AND GO SOUTHEAST ALONG THE EAST SIDE OF RAILROAD
 LG1101'TRACKS FOR 1.3 MILES TO FARM BUILDINGS ON THE LEFT AND THE
 LG1101'STATION AS DESCRIBED.
 LG1101'
 LG1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 LG1101'GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1101'RM. NO. 1 NOT OBSERVED BECAUSE OF BUSHES.
 LG1101
 LG1101                          STATION RECOVERY (1969)
 LG1101
 LG1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1101'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 LG1101'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 LG1101'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1958 DESCRIPTION
 LG1101'WAS FOUND ADEQUATE FOR RECOVERY EXCEPT THE FENCE AROUND FARMYARD
 LG1101'IS GONE.
 LG1101'
 LG1101'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG1101'
 LG1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 LG1101'1-1/4 MILES SOUTHEAST OF DEWITT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1097 ***********************************************************************
 LG1097  DESIGNATION -  DEWITT MUNICIPAL TANK
 LG1097  PID         -  LG1097
 LG1097  STATE/COUNTY-  NE/SALINE
 LG1097  COUNTRY     -  US
 LG1097  USGS QUAD   -  WILBER (2017)
 LG1097
 LG1097                         *CURRENT SURVEY CONTROL
 LG1097  ______________________________________________________________________
 LG1097* NAD 83(1995) POSITION- 40 23 49.11941(N) 096 55 33.56335(W)   ADJUSTED
 LG1097  ______________________________________________________________________
 LG1097  GEOID HEIGHT    -        -26.712 (meters)                     GEOID18
 LG1097  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 LG1097  HORZ ORDER      -  THIRD
 LG1097
 LG1097.The horizontal coordinates were established by classical geodetic methods
 LG1097.and adjusted by the National Geodetic Survey in August 1997.
 LG1097
 LG1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1097.GEOID18 height accuracy estimate available here.
 LG1097
 LG1097.Click photographs - Photos may exist for this station.
 LG1097
 LG1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1097
 LG1097. The following values were computed from the NAD 83(1995) position.
 LG1097
 LG1097;                    North         East     Units Scale Factor Converg.
 LG1097;SPC NE       -    67,220.639   760,879.496   MT  0.99984408   +2 02 13.7
 LG1097;SPC NE       -   220,539.71  2,496,318.81   sFT  0.99984408   +2 02 13.7
 LG1097;UTM  14      - 4,473,884.443   676,013.661   MT  0.99998137   +1 20 40.1
 LG1097
 LG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7601373884(NAD 83)
 LG1097
 LG1097                          SUPERSEDED SURVEY CONTROL
 LG1097
 LG1097  NAD 83(1986)-  40 23 49.12647(N)    096 55 33.56127(W) AD(       ) 3
 LG1097  NAD 27      -  40 23 49.11800(N)    096 55 32.45700(W) AD(       ) 3
 LG1097
 LG1097.Superseded values are not recommended for survey control.
 LG1097
 LG1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1097.See file dsdata.pdf to determine how the superseded data were derived.
 LG1097
 LG1097_MARKER: 53 = ELEVATED TANK
 LG1097
 LG1097  HISTORY     - Date     Condition        Report By
 LG1097  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1097  HISTORY     - 20040531 GOOD             USPSQD
 LG1097
 LG1097                          STATION DESCRIPTION
 LG1097
 LG1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1097'THE TANK IS LOCATED IN THE NORTHWEST EDGE OF TOWN.  IT IS A FOUR
 LG1097'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS ABOUT
 LG1097'100 FEET HIGH.  THE LEGS ARE PAINTED BLACK AND THE TANK IS
 LG1097'SILVER WITH THE LETTERS DE WITT IN BLACK ON THE SOUTH SIDE.  THE
 LG1097'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1097
 LG1097                          STATION RECOVERY (2004)
 LG1097
 LG1097'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1097'STATION FOUND GOOD. TANK IS NORTH OF W. LANCASTER AVENUE AND EAST OF
 LG1097'N. HICKORY STREET EXTENDED, IN THE NORTHEAST CORNER OF THE
 LG1097'INTERSECTION, IF N. HICKORY STREET WAS EXTENDED.  TANK IS AS DESCRIBED
 LG1097'IN 1947 DESCRIPTION, EXCEPT THE LETTERS ARE IN BLUE NOT BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0557 ***********************************************************************
 LJ0557  DESIGNATION -  DICKENS AZ MK
 LJ0557  PID         -  LJ0557
 LJ0557  STATE/COUNTY-  NE/LINCOLN
 LJ0557  COUNTRY     -  US
 LJ0557  USGS QUAD   -  MELTON RANCH AIRPORT (2017)
 LJ0557
 LJ0557                         *CURRENT SURVEY CONTROL
 LJ0557  ______________________________________________________________________
 LJ0557* NAD 83(1995) POSITION- 40 51 18.66981(N) 101 00 06.39080(W)   ADJUSTED
 LJ0557* NAVD 88 ORTHO HEIGHT -   967.4   (meters)     3174.    (feet) VERTCON
 LJ0557  ______________________________________________________________________
 LJ0557  GEOID HEIGHT    -        -22.517 (meters)                     GEOID18
 LJ0557  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 LJ0557  HORZ ORDER      -  THIRD
 LJ0557
 LJ0557.The horizontal coordinates were established by classical geodetic methods
 LJ0557.and adjusted by the National Geodetic Survey in August 1997.
 LJ0557
 LJ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0557
 LJ0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0557.GEOID18 height accuracy estimate available here.
 LJ0557
 LJ0557.Click photographs - Photos may exist for this station.
 LJ0557
 LJ0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0557
 LJ0557. The following values were computed from the NAD 83(1995) position.
 LJ0557
 LJ0557;                    North         East     Units Scale Factor Converg.
 LJ0557;SPC NE       -   113,942.856   415,556.574   MT  0.99972260   -0 39 49.9
 LJ0557;SPC NE       -   373,827.52  1,363,371.86   sFT  0.99972260   -0 39 49.9
 LJ0557;UTM  14      - 4,524,610.024   331,274.687   MT  0.99995040   -1 18 35.2
 LJ0557
 LJ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0557!SPC NE       -   0.99985181  x   0.99972260  =   0.99957445
 LJ0557!UTM  14      -   0.99985181  x   0.99995040  =   0.99980222
 LJ0557
 LJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3127424610(NAD 83)
 LJ0557
 LJ0557                          SUPERSEDED SURVEY CONTROL
 LJ0557
 LJ0557  NAD 83(1986)-  40 51 18.67311(N)    101 00 06.40035(W) AD(       ) 3
 LJ0557  NGVD 29 (02/17/94)  967.0    (m)         3173.     (f) VERT ANG       
 LJ0557
 LJ0557.Superseded values are not recommended for survey control.
 LJ0557
 LJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0557.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0557
 LJ0557_MARKER: DZ = AZIMUTH MARK DISK
 LJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0557_STAMPING: DICKENS 1951
 LJ0557_MARK LOGO: CGS
 LJ0557_PROJECTION: RECESSED 6 CENTIMETERS
 LJ0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0557+STABILITY: SURFACE MOTION
 LJ0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0557+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1983
 LJ0557
 LJ0557  HISTORY     - Date     Condition        Report By
 LJ0557  HISTORY     - 1951     MONUMENTED       CGS
 LJ0557  HISTORY     - 19810619 GOOD             NGS
 LJ0557  HISTORY     - 19830504 GOOD             NGS
 LJ0557
 LJ0557                          STATION DESCRIPTION
 LJ0557
 LJ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0557'RECOVERED IN GOOD CONDITION.
 LJ0557
 LJ0557                          STATION RECOVERY (1983)
 LJ0557
 LJ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CKN)
 LJ0557'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH-NORTHWEST FROM
 LJ0557'DICKENS AND ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD. TO REACH FROM
 LJ0557'THE RAILROAD CROSSING IN DICKENS, GO NORTH ON A PAVED STREET FOR 0.56
 LJ0557'KM (0.35 MI) TO STATE HIGHWAY 23.  TURN RIGHT AND GO WEST ON THE
 LJ0557'HIGHWAY FOR 0.8 KM (0.50 MI) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LJ0557'AND GO NORTH ON A GRADED ROAD FOR 2.74 KM (1.70 MI) TO THE MARK ON THE
 LJ0557'RIGHT. THE STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE
 LJ0557'MONUMENT THAT IS RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
 LJ0557'IT IS 10.1 M (33.1 FT) EAST FROM THE CENTERLINE OF THE ROAD 0.35 M
 LJ0557'(1.15 FT) EAST FROM A WITNESS POST AND 0.3 M (1.0 FT) EAST FROM A
 LJ0557'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0727 ***********************************************************************
 NP0727  DESIGNATION -  DIECKMAN
 NP0727  PID         -  NP0727
 NP0727  STATE/COUNTY-  NE/SIOUX
 NP0727  COUNTRY     -  US
 NP0727  USGS QUAD   -  HARRISON WEST (2017)
 NP0727
 NP0727                         *CURRENT SURVEY CONTROL
 NP0727  ______________________________________________________________________
 NP0727* NAD 83(1995) POSITION- 42 44 11.65810(N) 103 53 40.67246(W)   ADJUSTED
 NP0727* NAVD 88 ORTHO HEIGHT -  1536.    (meters)     5039.    (feet) SCALED
 NP0727  ______________________________________________________________________
 NP0727  GEOID HEIGHT    -        -15.953 (meters)                     GEOID18
 NP0727  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 NP0727  HORZ ORDER      -  FIRST
 NP0727
 NP0727.The horizontal coordinates were established by classical geodetic methods
 NP0727.and adjusted by the National Geodetic Survey in August 1997.
 NP0727
 NP0727.The orthometric height was scaled from a topographic map.
 NP0727
 NP0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0727.GEOID18 height accuracy estimate available here.
 NP0727
 NP0727.Click photographs - Photos may exist for this station.
 NP0727
 NP0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0727
 NP0727. The following values were computed from the NAD 83(1995) position.
 NP0727
 NP0727;                    North         East     Units Scale Factor Converg.
 NP0727;SPC NE       -   329,539.798   181,217.664   MT  0.99988988   -2 34 51.5
 NP0727;SPC NE       - 1,081,165.15    594,544.95   sFT  0.99988988   -2 34 51.5
 NP0727;UTM  13      - 4,732,154.549   590,481.175   MT  0.99970072   +0 45 00.7
 NP0727
 NP0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0727!SPC NE       -   0.99976172  x   0.99988988  =   0.99965163
 NP0727!UTM  13      -   0.99976172  x   0.99970072  =   0.99946251
 NP0727
 NP0727:                Primary Azimuth Mark                     Grid Az
 NP0727:SPC NE       -  DIECKMAN AZ MK                           171 42 10.4
 NP0727:UTM  13      -  DIECKMAN AZ MK                           168 22 18.2
 NP0727
 NP0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9048132154(NAD 83)
 NP0727
 NP0727|---------------------------------------------------------------------|
 NP0727| PID    Reference Object                     Distance      Geod. Az  |
 NP0727|                                                           dddmmss.s |
 NP0727| CP9165 DIECKMAN RM 2                        20.618 METERS 02449     |
 NP0727| OT0805 ARDMORE MUNICIPAL TANK              APPROX.37.2 KM 0314937.5 |
 NP0727| CP9164 DIECKMAN RM 1                        23.750 METERS 09208     |
 NP0727| NP0729 HARRISON SIOUX CO HS CHIMNEY        APPROX. 5.3 KM 1675150.7 |
 NP0727| NP0731 HARRISON MUNICIPAL STANDPIPE        APPROX. 5.5 KM 1681306.9 |
 NP0727| CP9163 DIECKMAN AZ MK                                     1690718.9 |
 NP0727| NP0730 HARRISON SIOUX CO CTHSE CHIM        APPROX. 5.4 KM 1701232.3 |
 NP0727|---------------------------------------------------------------------|
 NP0727
 NP0727                          SUPERSEDED SURVEY CONTROL
 NP0727
 NP0727  NAD 83(1993)-  42 44 11.65803(N)    103 53 40.67261(W) AD(       ) 1
 NP0727  NAD 83(1986)-  42 44 11.63551(N)    103 53 40.65373(W) AD(       ) 1
 NP0727  NAD 27      -  42 44 11.75100(N)    103 53 38.90400(W) AD(       ) 1
 NP0727
 NP0727.Superseded values are not recommended for survey control.
 NP0727
 NP0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0727.See file dsdata.pdf to determine how the superseded data were derived.
 NP0727
 NP0727_MARKER: DS = TRIANGULATION STATION DISK
 NP0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0727_STAMPING: DIECKMAN 1941
 NP0727_MARK LOGO: CGS
 NP0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0727+STABILITY: SURFACE MOTION
 NP0727
 NP0727  HISTORY     - Date     Condition        Report By
 NP0727  HISTORY     - 1941     MONUMENTED       CGS
 NP0727  HISTORY     - 1968     GOOD             CGS
 NP0727
 NP0727                          STATION DESCRIPTION
 NP0727
 NP0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0727'STATION IS ABOUT 3.25 MILES N BY W OF HARRISON, ON A GRASSY
 NP0727'FLAT-TOPPED HILL, ON PROPERTY OF JOHN DIECKMAN AND IN THE NE
 NP0727'1/4 SEC. 21, T. 32 N, R. 56 W.  IT IS ABOUT 1/2 MILE NNE OF
 NP0727'THE FARMHOUSE OF JOHN DIECKMAN, ON THE HIGHEST POINT OF THE
 NP0727'HILL, 0.2 MILE N OF NEBRASKA HIGHWAY 29, 100 YARDS N OF AN E-W
 NP0727'WIRE FENCE AND 3 FEET SW OF A WHITE REFERENCE POST.  IT IS
 NP0727'STAMPED DIECKMAN 1941 AND PROJECTS 6 INCHES.
 NP0727'
 NP0727'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0727'BRONZE DISKS SET IN CONCRETE.
 NP0727'
 NP0727'REFERENCE MARK NO. 1 IS LEVEL WITH THE STATION.  IT IS STAMPED
 NP0727'DIECKMAN NO. 1 1941 AND PROJECTS 6 INCHES.
 NP0727'
 NP0727'REFERENCE MARK NO. 2 IS LEVEL WITH THE STATION.  IT IS STAMPED
 NP0727'DIECKMAN NO. 2 1941 AND PROJECTS 6 INCHES.
 NP0727'
 NP0727'THE AZIMUTH MARK IS 40 FEET S OF THE CENTER LINE OF NEBRASKA
 NP0727'HIGHWAY 29, 3 FEET E OF A WHITE REFERENCE POST AND 1 FOOT N
 NP0727'OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED DIECKMAN 1941 AND
 NP0727'PROJECTS 6 INCHES.
 NP0727'
 NP0727'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NEBRASKA
 NP0727'HIGHWAY 29 AT HARRISON GO N ON NEBRASKA HIGHWAY 29 FOR 3.1
 NP0727'MILES TO THE AZIMUTH MARK ON THE S SIDE OF THE HIGHWAY.  CONTINUE
 NP0727'W ON THE HIGHWAY FOR 0.15 MILE AND TURN RIGHT, NORTHERLY,
 NP0727'THRU A WIRE GATE.  GO ABOUT 0.1 MILE TO AN E-W WIRE FENCE AND THE
 NP0727'STATION ABOUT 100 YARDS N OF THE FENCE.
 NP0727'
 NP0727'4-FOOT SIGNALS AT TIPTON AND WRIGHT ARE VISIBLE FROM THE GROUND.
 NP0727'
 NP0727'A 87-FOOT SIGNAL AT KENNEDY, A 64-FOOT SIGNAL AT FLUENT AND A
 NP0727'50-FOOT SIGNAL AT CONKLIN ARE VISIBLE FROM THE GROUND.
 NP0727'
 NP0727'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NP0727
 NP0727                          STATION RECOVERY (1968)
 NP0727
 NP0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0727'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NP0727'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 NP0727'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 NP0727'RECOVERY.
 NP0727'
 NP0727'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 NP0727'
 NP0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4
 NP0727'MILES NW OF HARRISON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1079 ***********************************************************************
 LG1079  DESIGNATION -  DILLER
 LG1079  PID         -  LG1079
 LG1079  STATE/COUNTY-  NE/JEFFERSON
 LG1079  COUNTRY     -  US
 LG1079  USGS QUAD   -  HARBINE (2017)
 LG1079
 LG1079                         *CURRENT SURVEY CONTROL
 LG1079  ______________________________________________________________________
 LG1079* NAD 83(1995) POSITION- 40 08 05.53044(N) 096 56 08.27499(W)   ADJUSTED
 LG1079* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 LG1079  ______________________________________________________________________
 LG1079  GEOID HEIGHT    -        -27.141 (meters)                     GEOID18
 LG1079  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 LG1079  HORZ ORDER      -  FIRST
 LG1079
 LG1079.The horizontal coordinates were established by classical geodetic methods
 LG1079.and adjusted by the National Geodetic Survey in August 1997.
 LG1079
 LG1079.The orthometric height was scaled from a topographic map.
 LG1079
 LG1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1079.GEOID18 height accuracy estimate available here.
 LG1079
 LG1079.Click photographs - Photos may exist for this station.
 LG1079
 LG1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1079
 LG1079. The following values were computed from the NAD 83(1995) position.
 LG1079
 LG1079;                    North         East     Units Scale Factor Converg.
 LG1079;SPC NE       -    38,108.622   761,092.775   MT  0.99994177   +2 01 50.7
 LG1079;SPC NE       -   125,028.04  2,497,018.55   sFT  0.99994177   +2 01 50.7
 LG1079;UTM  14      - 4,444,769.367   675,873.178   MT  0.99998078   +1 19 51.6
 LG1079
 LG1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1079!SPC NE       -   0.99993741  x   0.99994177  =   0.99987918
 LG1079!UTM  14      -   0.99993741  x   0.99998078  =   0.99991819
 LG1079
 LG1079:                Primary Azimuth Mark                     Grid Az
 LG1079:SPC NE       -  DILLER AZ MK 2                           244 18 57.4
 LG1079:UTM  14      -  DILLER AZ MK 2                           245 00 56.5
 LG1079
 LG1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7587344769(NAD 83)
 LG1079
 LG1079|---------------------------------------------------------------------|
 LG1079| PID    Reference Object                     Distance      Geod. Az  |
 LG1079|                                                           dddmmss.s |
 LG1079| CL6393 DILLER RM 3                                        01619     |
 LG1079| CL6391 DILLER RM 1                          25.362 METERS 03715     |
 LG1079| LG1073 EVANGELICAL LUTHERAN CHURCH         APPROX.11.8 KM 0542638.8 |
 LG1079| CL6390 DILLER AZ MK                                       2414404.6 |
 LG1079| LG1083 DILLER AZ MK 2                      APPROX. 0.7 KM 2462048.1 |
 LG1079| CL6392 DILLER RM 2                          34.388 METERS 30651     |
 LG1079|---------------------------------------------------------------------|
 LG1079
 LG1079                          SUPERSEDED SURVEY CONTROL
 LG1079
 LG1079  NAD 83(1986)-  40 08 05.53687(N)    096 56 08.27278(W) AD(       ) 1
 LG1079  NAD 27      -  40 08 05.52700(N)    096 56 07.17000(W) AD(       ) 1
 LG1079
 LG1079.Superseded values are not recommended for survey control.
 LG1079
 LG1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1079.See file dsdata.pdf to determine how the superseded data were derived.
 LG1079
 LG1079_MARKER: DS = TRIANGULATION STATION DISK
 LG1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1079_STAMPING: DILLER 1947
 LG1079_MARK LOGO: CGS
 LG1079_PROJECTION: PROJECTING 3 CENTIMETERS
 LG1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1079+STABILITY: SURFACE MOTION
 LG1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1079+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2020
 LG1079
 LG1079  HISTORY     - Date     Condition        Report By
 LG1079  HISTORY     - 1947     MONUMENTED       CGS
 LG1079  HISTORY     - 1969     GOOD             CGS
 LG1079  HISTORY     - 1977     GOOD             NGS
 LG1079  HISTORY     - 20200306 GOOD             INDIV
 LG1079
 LG1079                          STATION DESCRIPTION
 LG1079
 LG1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1079'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE VILLAGE OF
 LG1079'DILLER, 1 MILE WEST OF THE JEFFERSON-GAGE COUNTY LINE, 82 FEET
 LG1079'WEST OF THE CENTER OF STATE HIGHWAY NO. 103, 55 FEET EAST OF THE
 LG1079'CENTER OF A WINDMILL, 28.6 FEET SOUTH OF THE CENTER OF A FARM
 LG1079'DRIVEWAY, 24 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 7.8 FEET
 LG1079'NORTHWEST OF A FENCE CORNER.  IT IS SET FLUSH WITH THE GROUND
 LG1079'AND IS STAMPED DILLER 1947.
 LG1079'
 LG1079'REFERNCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LG1079'NO. 3 AND 2 FEET SOUTHWEST OF A FENCE CORNER.  IT PROJECTS 8
 LG1079'INCHES AND IS STAMPED DILLER NO 1 1947.
 LG1079'
 LG1079'REFERENCE MARK NO. 2 IS 38 FEET EAST OF A FENCE CORNER, 31 FEET
 LG1079'WEST OF THE CENTER OF THE SOUTH END OF A CONCRETE WALK AND 0.5
 LG1079'FOOT SOUTH OF A FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND
 LG1079'IS STAMPED DILLER NO 2 1947.
 LG1079'
 LG1079'AZIMUTH MARK IS 0.35 MILE WEST OF A CROSSROAD, 34 FEET SOUTH OF
 LG1079'THE CENTER OF A GRAVELED ROAD, 5 FEET EAST OF A TELEPHONE POLE,
 LG1079'2 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF AN
 LG1079'EAST-WEST FENCE.  IT PROJECTS 10 INCHES AND IS STAMPED DILLER
 LG1079'1947.
 LG1079'
 LG1079'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO NORTH ON
 LG1079'STATE HIGHWAY NO. 103 FOR 1.75 MILES TO A FARM HOUSE ON THE LEFT
 LG1079'AND THE STATION AS DESCRIBED.
 LG1079'
 LG1079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG1079'HIGHWAY NO. 103 FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT, WEST,
 LG1079'AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 4 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT TRAIL IS VISIBLE AT 37 FEET.
 LG1079'
 LG1079'A 4 FOOT SIGNAL AT NUTTER 1935 IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT TURNER 1935 IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT JANSEN WEST BASE IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1079
 LG1079                          STATION RECOVERY (1969)
 LG1079
 LG1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1079'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG1079'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 LG1079'THE AZIMUTH MARK WAS FOUND DISPLACED BY ROAD CONSTRUCTION.  NO
 LG1079'OBJECTS WERE VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK
 LG1079'WAS NOT SET.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1079'
 LG1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 LG1079'MILES NORTH OF DILLER.
 LG1079
 LG1079                          STATION RECOVERY (1977)
 LG1079
 LG1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG1079'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LG1079'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE
 LG1079'MONUMENT WAS FOUND LYING ON TOP THE GROUND IN A FENCELINE AND DISK
 LG1079'MISSING.  DUE TO CONSTRUCTION ON STATE HIGHWAY 103 REFERENCE MARK
 LG1079'1 WILL BE DESTROYED.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE
 LG1079'ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK 2
 LG1079'COMPARED GOOD WITH THE PREVIOUS DISTANCE.  DUE TO NO OLD TIE
 LG1079'LINES VISIBLE FROM INSTRUMENT HEIGHT THIS DATE, A POLARIS
 LG1079'OBSERVATION WAS MADE THE 6/14/77.
 LG1079'
 LG1079'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1079'
 LG1079'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE TOWN OF DILLER
 LG1079'AND 1.0 MILE WEST OF THE JEFFERSON-GAGE COUNTY LINE, IN THE FARM
 LG1079'YARD OWNED BY MR. FRANKLIN DAMROW, ROUTE 1, DILLER, NE 68342.
 LG1079'
 LG1079'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO NORTH ON
 LG1079'STATE HIGHWAY 103 FOR 1.55 TO THE DAMROW FARM HOME AND THE STATION
 LG1079'ON THE RIGHT.
 LG1079'
 LG1079'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED DILLER 1947, SET
 LG1079'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 LG1079'ABOVE THE GROUND SURFACE.  IT IS 94 FEET SOUTH-SOUTHEAST OF THE
 LG1079'SOUTHEAST CORNER OF THE FARM HOUSE, 30 FEET SOUTH OF THE CENTER OF
 LG1079'THE FARM DRIVEWAY AND AT THE WEST EDGE OF A FIELD ENTRANCE.  THE
 LG1079'UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 LG1079'
 LG1079'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DILLER NO 2 1947, SET IN
 LG1079'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW THE
 LG1079'GROUND SURFACE.  IT IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LG1079'THE HOUSE, 31 FEET WEST OF THE SOUTH END OF A SIDEWALK AND 3 FEET
 LG1079'SOUTH OF AN 18-INCH TREE.
 LG1079'
 LG1079'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1079'DILLER 1947 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1079'41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 38 FEET
 LG1079'NORTH OF THE CENTER OF THE DRIVEWAY AND 22 FEET SOUTH OF AN 8-INCH
 LG1079'TREE.
 LG1079'
 LG1079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DILLER 1947 1977, SET IN
 LG1079'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 LG1079'GROUND SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1079'SURFACED ROAD, 2 FEET EAST-SOUTHEAST OF AN EAST END GATE POST, 1
 LG1079'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 LG1079'FENCE.  REBAR IN CONCRETE POST.
 LG1079'
 LG1079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.2 MILE, THEN
 LG1079'WEST 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG1079'
 LG1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LG1079'NORTH OF DILLER.
 LG1079
 LG1079                          STATION RECOVERY (2020)
 LG1079
 LG1079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (DLK)
 LG1079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1285 ***********************************************************************
 MJ1285  DESIGNATION -  DIOCESE
 MJ1285  PID         -  MJ1285
 MJ1285  STATE/COUNTY-  NE/DOUGLAS
 MJ1285  COUNTRY     -  US
 MJ1285  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1285
 MJ1285                         *CURRENT SURVEY CONTROL
 MJ1285  ______________________________________________________________________
 MJ1285* NAD 83(1995) POSITION- 41 18 51.19878(N) 095 57 42.47161(W)   ADJUSTED
 MJ1285* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 MJ1285  ______________________________________________________________________
 MJ1285  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 MJ1285  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 MJ1285  HORZ ORDER      -  FIRST
 MJ1285
 MJ1285.The horizontal coordinates were established by classical geodetic methods
 MJ1285.and adjusted by the National Geodetic Survey in August 1997.
 MJ1285
 MJ1285.The orthometric height was scaled from a topographic map.
 MJ1285
 MJ1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1285.GEOID18 height accuracy estimate available here.
 MJ1285
 MJ1285.Click photographs - Photos may exist for this station.
 MJ1285
 MJ1285.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1285
 MJ1285. The following values were computed from the NAD 83(1995) position.
 MJ1285
 MJ1285;                    North         East     Units Scale Factor Converg.
 MJ1285;SPC NE       -   172,308.760   837,899.792   MT  0.99966416   +2 40 34.0
 MJ1285;SPC NE       -   565,316.32  2,749,009.57   sFT  0.99966416   +2 40 34.0
 MJ1285;UTM  15      - 4,577,872.041   252,080.642   MT  1.00035650   -1 57 22.8
 MJ1285;UTM  14      - 4,578,093.347   754,315.631   MT  1.00039604   +2 00 24.7
 MJ1285
 MJ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1285!SPC NE       -   0.99994787  x   0.99966416  =   0.99961205
 MJ1285!UTM  15      -   0.99994787  x   1.00035650  =   1.00030435
 MJ1285!UTM  14      -   0.99994787  x   1.00039604  =   1.00034389
 MJ1285
 MJ1285:                Primary Azimuth Mark                     Grid Az
 MJ1285:SPC NE       -  OMAHA US PO TOP OF DOME                  158 35 26.2
 MJ1285:UTM  15      -  OMAHA US PO TOP OF DOME                  163 13 23.0
 MJ1285:UTM  14      -  OMAHA US PO TOP OF DOME                  159 15 35.5
 MJ1285
 MJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5208077872(NAD 83)
 MJ1285
 MJ1285|---------------------------------------------------------------------|
 MJ1285| PID    Reference Object                     Distance      Geod. Az  |
 MJ1285|                                                           dddmmss.s |
 MJ1285| CL6395 DIOCESE RM 1                         64.350 METERS 05219     |
 MJ1285| MJ1250 AIRWAY BEACON 0                     APPROX.10.2 KM 1060728.9 |
 MJ1285| MJ1272 OMAHA MUNICIPAL AIRPORT AIR BN      APPROX. 5.6 KM 1103642.9 |
 MJ1285| CL6394 DIOCESE AZ MK                                      1344441.4 |
 MJ1285| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 3.1 KM 1362445.2 |
 MJ1285| MJ1278 OMAHA STORTZ BREWING CO STK         APPROX. 4.7 KM 1533041.2 |
 MJ1285| MJ1267 OMAHA WOW BLDG WOW NE RAD MAST      APPROX. 6.7 KM 1594417.5 |
 MJ1285| MJ1262 OMAHA WOW BLDG WOW SW RAD MAST      APPROX. 6.7 KM 1600155.8 |
 MJ1285| MJ1277 OMAHA US PO TOP OF DOME             APPROX. 6.3 KM 1611600.2 |
 MJ1285| MJ1283 OMAHA NATL BANK BLDG TIP FLAG       APPROX. 6.6 KM 1622259.4 |
 MJ1285| MJ1265 OMAHA CENTRAL HS CEN OF STK         APPROX. 6.1 KM 1662458.4 |
 MJ1285| MJ1273 CREIGHTON UNIV C OF STK             APPROX. 5.4 KM 1675428.0 |
 MJ1285| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 9.5 KM 1740339.4 |
 MJ1285| CL6396 DIOCESE RM 2                         57.769 METERS 18254     |
 MJ1285| MJ1226 OMAHA DOUGLAS CO HOSP C OF STK      APPROX. 7.6 KM 1864556.2 |
 MJ1285| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX. 3.3 KM 2032640.8 |
 MJ1285| MJ1268 OMAHA BENSON HS CEN OF STK          APPROX. 4.1 KM 2200610.5 |
 MJ1285| MK1979 OMAHA RAD KOWH WAAW SE MAST         APPROX. 3.8 KM 2861851.6 |
 MJ1285| MK1982 OMAHA RAD KOWH WAAW NW MAST         APPROX. 3.9 KM 2871902.0 |
 MJ1285|---------------------------------------------------------------------|
 MJ1285
 MJ1285                          SUPERSEDED SURVEY CONTROL
 MJ1285
 MJ1285  NAD 83(1986)-  41 18 51.20677(N)    095 57 42.47232(W) AD(       ) 1
 MJ1285  NAD 27      -  41 18 51.21400(N)    095 57 41.41900(W) AD(       ) 1
 MJ1285
 MJ1285.Superseded values are not recommended for survey control.
 MJ1285
 MJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1285.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1285
 MJ1285_MARKER: DS = TRIANGULATION STATION DISK
 MJ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1285_STAMPING: DIOCESE 1934
 MJ1285_MARK LOGO: CGS
 MJ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1285+STABILITY: SURFACE MOTION
 MJ1285
 MJ1285  HISTORY     - Date     Condition        Report By
 MJ1285  HISTORY     - 1934     MONUMENTED       CGS
 MJ1285  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MJ1285  HISTORY     - 1948     SEE DESCRIPTION  CGS
 MJ1285
 MJ1285                          STATION DESCRIPTION
 MJ1285
 MJ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1285'STATION IS ON A HIGH HILL IN THE NORTHERN PART OF OMAHA, IN THE
 MJ1285'SOUTHWEST QUARTER OF SEC. 33, T. 16 N., R. 14 E. ON LAND OWNED BY
 MJ1285'THE CATHOLIC DIOCESE OF NEBRASKA, ON SOUTHEAST CORNER OF HILL, 128
 MJ1285'FEET WEST OF TOP OF CUT, 68 FEET NORTH OF TOP OF CUT AND 117 FEET
 MJ1285'NORTH OF CENTERLINE OF BELVEDERE BOULEVARD.  SURFACE AND
 MJ1285'UNDEGROUND MARKS ARE SET AS DESCRIBED IN NOTES 1B AND 7A.
 MJ1285'
 MJ1285'TO REACH FROM OMAHA, GO NORTH ON NORTH THIRTIETH STREET, (U.S.
 MJ1285'HIGHWAY 73) TO THE NORTHEAST CORNER OF FORT OMAHA, CONTINUE NORTH
 MJ1285'ON NORTH THIRTIETH STREET 0.15 MILE TO BELVEDERE BOULEVARD ON
 MJ1285'WEST, GO WEST UP HILL ON BELVEDERE BOULEVARD 0.55 MILE TO TOP OF
 MJ1285'HILL AND LANE OVER TOP OF HILL.
 MJ1285'
 MJ1285'REFERENCE MARK NO. 1, IS 211.12 FEET EAST-BY-NORTH
 MJ1285'OF STATION AND 36 FEET EAST OF CENTERLINE OF BELVEDERE BOULEVARD.
 MJ1285'
 MJ1285'REFERENCE MARK NO. 2, IS 189.53 FEET SOUTH OF STATION,
 MJ1285'76 FEET SOUTH OF CENTERLINE OF BELVEDERE BOULEVARD AND 3.6 FEET
 MJ1285'NORTH OF NORTH EDGE OF SIDEWALK.
 MJ1285'
 MJ1285'AZIMUTH MARK, IS 0.5 MILE SOUTHEAST OF STATION.  TO
 MJ1285'REACH, GO EAST ON BELVEDERE BOULEVARD 0.45 MILE TO THIRTIETH
 MJ1285'STREET, TURN SOUTH AND GO 0.2 MILE TO MARK ON WEST SIDE ALONG
 MJ1285'FORT OMAHA FENCE.  MARK IS 1.3 FEET EAST OF FENCE, 8.2 FEET WEST
 MJ1285'OF WEST CURB OF THIRTIETH STREET AND 28.6 FEET WEST OF CENTERLINE
 MJ1285'OF THIRTIETH STREET.
 MJ1285'
 MJ1285'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
 MJ1285
 MJ1285                          STATION RECOVERY (1947)
 MJ1285
 MJ1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 MJ1285'THE STATION AND AZIMUTH MARKS HAVE BEEN DESTROYED.  BOTH REFERENCE
 MJ1285'MARKS WERE RECOVERED IN GOOD CONDITION AND USED AS REFERENCE MARKS
 MJ1285'FOR NEW STATION DIOCESE 2.
 MJ1285
 MJ1285                          STATION RECOVERY (1948)
 MJ1285
 MJ1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MJ1285'UPON ESTABLISHMENT OF DIOCESE 2 1947, INVERSE COMPUTATIONS WERE RUN
 MJ1285'AND AN UNSUCCESSFUL ATTEMPT TO RECOVER DIOCESE 1934 WAS MADE.
 MJ1285'
 MJ1285'RECENT CONSTRUCTION RESULTED IN THE DESTRUCTION OF THE STATION.
 MJ1285'
 MJ1285'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE DESTROYED AS THEY
 MJ1285'HAD NO FURTHER VALUE.
 MJ1285'
 MJ1285'REFERENCE MARK NO. 2 WAS USED AND RESTAMPED DIOCESE 2 NO 3 1947.
 MJ1285'(SEE DESCRIPTION DIOCESE 2 1947)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1286 ***********************************************************************
 MJ1286  DESIGNATION -  DIOCESE 2
 MJ1286  PID         -  MJ1286
 MJ1286  STATE/COUNTY-  NE/DOUGLAS
 MJ1286  COUNTRY     -  US
 MJ1286  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1286
 MJ1286                         *CURRENT SURVEY CONTROL
 MJ1286  ______________________________________________________________________
 MJ1286* NAD 83(1995) POSITION- 41 18 49.81836(N) 095 57 42.52605(W)   ADJUSTED
 MJ1286* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 MJ1286  ______________________________________________________________________
 MJ1286  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 MJ1286  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 MJ1286  HORZ ORDER      -  SECOND
 MJ1286
 MJ1286.The horizontal coordinates were established by classical geodetic methods
 MJ1286.and adjusted by the National Geodetic Survey in August 1997.
 MJ1286
 MJ1286.The orthometric height was scaled from a topographic map.
 MJ1286
 MJ1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1286.GEOID18 height accuracy estimate available here.
 MJ1286
 MJ1286.Click photographs - Photos may exist for this station.
 MJ1286
 MJ1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1286
 MJ1286. The following values were computed from the NAD 83(1995) position.
 MJ1286
 MJ1286;                    North         East     Units Scale Factor Converg.
 MJ1286;SPC NE       -   172,266.175   837,900.515   MT  0.99966418   +2 40 33.9
 MJ1286;SPC NE       -   565,176.61  2,749,011.94   sFT  0.99966418   +2 40 33.9
 MJ1286;UTM  15      - 4,577,829.508   252,077.922   MT  1.00035651   -1 57 22.8
 MJ1286;UTM  14      - 4,578,050.726   754,315.857   MT  1.00039604   +2 00 24.6
 MJ1286
 MJ1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1286!SPC NE       -   0.99994787  x   0.99966418  =   0.99961207
 MJ1286!UTM  15      -   0.99994787  x   1.00035651  =   1.00030436
 MJ1286!UTM  14      -   0.99994787  x   1.00039604  =   1.00034389
 MJ1286
 MJ1286:                Primary Azimuth Mark                     Grid Az
 MJ1286:SPC NE       -  DIOCESE 2 AZ MK                          270 20 59.1
 MJ1286:UTM  15      -  DIOCESE 2 AZ MK                          274 58 55.8
 MJ1286:UTM  14      -  DIOCESE 2 AZ MK                          271 01 08.4
 MJ1286
 MJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5207777829(NAD 83)
 MJ1286
 MJ1286|---------------------------------------------------------------------|
 MJ1286| PID    Reference Object                     Distance      Geod. Az  |
 MJ1286|                                                           dddmmss.s |
 MJ1286| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 3.0 KM 1355035.5 |
 MJ1286| MJ1277 OMAHA US PO TOP OF DOME             APPROX. 6.3 KM 1610753.0 |
 MJ1286| CL6398 DIOCESE 2 RM 3                       15.113 METERS 18632     |
 MJ1286| MK1981 RADIO STA KOAD RAD MAST             APPROX. 3.8 KM 2671706.4 |
 MJ1286| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX. 3.1 KM 2724655.0 |
 MJ1286| CL6397 DIOCESE 2 AZ MK                                    2730133.0 |
 MJ1286| CL6399 DIOCESE 2 RM 4                       22.639 METERS 27847     |
 MJ1286| MK1979 OMAHA RAD KOWH WAAW SE MAST         APPROX. 3.8 KM 2865601.9 |
 MJ1286| MK1982 OMAHA RAD KOWH WAAW NW MAST         APPROX. 3.9 KM 2875504.3 |
 MJ1286|---------------------------------------------------------------------|
 MJ1286
 MJ1286                          SUPERSEDED SURVEY CONTROL
 MJ1286
 MJ1286  NAD 83(1986)-  41 18 49.82622(N)    095 57 42.52641(W) AD(       ) 2
 MJ1286  NAD 27      -  41 18 49.83300(N)    095 57 41.47500(W) AD(       ) 2
 MJ1286
 MJ1286.Superseded values are not recommended for survey control.
 MJ1286
 MJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1286.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1286
 MJ1286_MARKER: DS = TRIANGULATION STATION DISK
 MJ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1286_STAMPING: DIOCESE 2 1947
 MJ1286_MARK LOGO: CGS
 MJ1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1286+STABILITY: SURFACE MOTION
 MJ1286
 MJ1286  HISTORY     - Date     Condition        Report By
 MJ1286  HISTORY     - 1947     MONUMENTED       CGS
 MJ1286  HISTORY     - 1953     GOOD             CGS
 MJ1286  HISTORY     - 1976     GOOD             NEDR
 MJ1286
 MJ1286                          STATION DESCRIPTION
 MJ1286
 MJ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1286'THE STATION IS LOCATED ON A HIGH HILL IN THE NORTHERN PART OF
 MJ1286'OMAHA, NEAR THE CORNER OF BELEVEDERE BOULEVARD AND 33RD STREET.
 MJ1286'IT IS 82 FEET WEST OF THE CENTERLINE OF 33RD STREET AND 27 FEET
 MJ1286'SOUTH OF THE CENTERLINE OF BELEVEDERE BOULEVARD.  THE MARK
 MJ1286'PROJECTS 2 INCHES AND THE DISK IS STAMPED DIOCESE 2 1947.
 MJ1286'
 MJ1286'REFERENCE MARK NO. 3 IS 49.58 FEET SOUTH OF THE STATION, 20 FEET
 MJ1286'NORTH OF THE NORTHWEST CORNER OF HOUSE AND 4 FEET NORTH OF THE
 MJ1286'SIDEWALK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MJ1286'DIOESE NO 3 1947.
 MJ1286'
 MJ1286'REFERENCE MARK NO. 4 IS 74.27 FEET WEST OF THE STATION AND 6 INCHES
 MJ1286'SOUTH OF THE SOUTH EDGE OF BELEVEDERE BOULEVARD.  THE MARK PROJECTS
 MJ1286'2 INCHES AND THE DISK IS STAMPED DIOCESE NO 4 1947.
 MJ1286'
 MJ1286'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, 30 FEET
 MJ1286'NORTHWEST OF THE INTERSECTION OF KANSAS AVE. AND 36TH STREET, 17
 MJ1286'FEET WEST OF THE CENTERLINE OF 36TH STREET AND 2 FEET NORTH OF
 MJ1286'A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MJ1286'STAMPED DIOCESE 2 1947.
 MJ1286'
 MJ1286'TO REACH FROM THE CORNER OF 13TH AND DOUGLAS STREETS (JUNCTION
 MJ1286'OF HIGHWAYS 275, 75, 73 AND 6) GO NORTH AND WEST ON HIGHWAY 73
 MJ1286'FOR 5.2 MILES TO BELVEDERE BOULEVARD, TURN LEFT (WEST) ON
 MJ1286'BELVEDERE BOULEVARD FOR 0.5 MILE TO CORNER OF 33RD STREET AND
 MJ1286'STATION.
 MJ1286'
 MJ1286'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.2 MILE TO
 MJ1286'THE MARK IN THE NORTHWEST CORNER OF 36TH STREET AND KANSAS
 MJ1286'AVE.
 MJ1286'
 MJ1286'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MJ1286
 MJ1286                          STATION RECOVERY (1953)
 MJ1286
 MJ1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1286'THE STATION. REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 MJ1286'GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH ONE EXCEPTION.  THE
 MJ1286'SIDEWALK MENTIONED IN THE ORIGINAL DESCRIPTION OF REFERENCE MARK
 MJ1286'NO 3 HAS BEEN MOVED.  REFERENCE MARK NO 3 IS NOW 4 FEET SOUTH OF
 MJ1286'THE SIDEWALK.
 MJ1286
 MJ1286                          STATION RECOVERY (1976)
 MJ1286
 MJ1286'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 MJ1286'STATION AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 MJ1286'
 MJ1286'NOTE--FOUND BUT NOT USED.
 MJ1286'
 MJ1286'NEAREST TOWN--NORTH OMAHA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0359 ***********************************************************************
 MM0359  DESIGNATION -  DISMAL
 MM0359  PID         -  MM0359
 MM0359  STATE/COUNTY-  NE/BLAINE
 MM0359  COUNTRY     -  US
 MM0359  USGS QUAD   -  DUNNING SW (2017)
 MM0359
 MM0359                         *CURRENT SURVEY CONTROL
 MM0359  ______________________________________________________________________
 MM0359* NAD 83(1995) POSITION- 41 45 59.50323(N) 100 14 30.45053(W)   ADJUSTED
 MM0359* NAVD 88 ORTHO HEIGHT -   878.6   (meters)     2883.    (feet) VERTCON
 MM0359  ______________________________________________________________________
 MM0359  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 MM0359  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 MM0359  HORZ ORDER      -  FIRST
 MM0359
 MM0359.The horizontal coordinates were established by classical geodetic methods
 MM0359.and adjusted by the National Geodetic Survey in August 1997.
 MM0359
 MM0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0359
 MM0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0359.GEOID18 height accuracy estimate available here.
 MM0359
 MM0359.Click photographs - Photos may exist for this station.
 MM0359
 MM0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0359
 MM0359. The following values were computed from the NAD 83(1995) position.
 MM0359
 MM0359;                    North         East     Units Scale Factor Converg.
 MM0359;SPC NE       -   214,662.472   479,900.987   MT  0.99966891   -0 09 36.8
 MM0359;SPC NE       -   704,271.79  1,574,475.15   sFT  0.99966891   -0 09 36.8
 MM0359;UTM  14      - 4,624,599.820   396,781.759   MT  0.99973110   -0 49 38.0
 MM0359
 MM0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0359!SPC NE       -   0.99986568  x   0.99966891  =   0.99953464
 MM0359!UTM  14      -   0.99986568  x   0.99973110  =   0.99959682
 MM0359
 MM0359:                Primary Azimuth Mark                     Grid Az
 MM0359:SPC NE       -  DISMAL RM 1 AZIMUTH                      084 05 50.2
 MM0359:UTM  14      -  DISMAL RM 1 AZIMUTH                      084 45 51.4
 MM0359
 MM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9678124599(NAD 83)
 MM0359
 MM0359|---------------------------------------------------------------------|
 MM0359| PID    Reference Object                     Distance      Geod. Az  |
 MM0359|                                                           dddmmss.s |
 MM0359| CO2546 SWEENEY RM 2                         32.556 METERS 03815     |
 MM0359| CN9164 DISMAL RM 1 AZIMUTH                                0835613.4 |
 MM0359| MM0358 SWEENEY                               6.145 METERS 14911     |
 MM0359| CO2545 SWEENEY RM 1                         51.624 METERS 32609     |
 MM0359| MM0364 HALSEY CIRCLE LOT                   APPROX.15.7 KM 3284131.7 |
 MM0359|---------------------------------------------------------------------|
 MM0359
 MM0359                          SUPERSEDED SURVEY CONTROL
 MM0359
 MM0359  NAD 83(1986)-  41 45 59.51007(N)    100 14 30.45737(W) AD(       ) 1
 MM0359  NAD 27      -  41 45 59.51653(N)    100 14 28.96063(W) AD(       ) 1
 MM0359  NGVD 29 (07/19/86)  878.3    (m)         2882.     (f) VERT ANG       
 MM0359
 MM0359.Superseded values are not recommended for survey control.
 MM0359
 MM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0359.See file dsdata.pdf to determine how the superseded data were derived.
 MM0359
 MM0359_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0359_STAMPING: DISMAL 1973
 MM0359_MARK LOGO: NGS
 MM0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0359+STABILITY: SURFACE MOTION
 MM0359
 MM0359  HISTORY     - Date     Condition        Report By
 MM0359  HISTORY     - 1973     MONUMENTED       NGS
 MM0359
 MM0359                          STATION DESCRIPTION
 MM0359
 MM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0359'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF THE
 MM0359'THOMAS-BLAINE COUNTY LINE, 3 MILES SOUTH OF THE DISMAL RIVER,
 MM0359'8.5 MILES SOUTHWEST OF DUNNING AND ON THE HIGHEST SAND HILL IN
 MM0359'THE VICINITY.  THE PROPERTY IS IN PASTURE AND OWNED BY
 MM0359'MR. JAMES SWEENEY, DUNNING, NEBRASKA.
 MM0359'
 MM0359'TO REACH THE STATION FROM THE POST OFFICE IN DUNNING GO WEST
 MM0359'ON MAIN STREET FOR 0.05 MILE TO THE FIRST CROSS STREET.  TURN
 MM0359'LEFT AND GO SOUTH AND WEST ON THE GRAVELED ROAD FOR 2.9 MILES
 MM0359'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH AND WEST ON
 MM0359'THE MAIN TRAVELED ROAD FOR 4.8 MILES TO A SIDE ROAD RIGHT AND
 MM0359'SIGN ANNA AND LAWNY MC LAUGHLIN.  CONTINUE SOUTH ON THE GRAVELED
 MM0359'ROAD FOR 0.8 MILE TO A CATTLE GUARD.  CONTINUE SOUTH ON THE
 MM0359'GRAVELED ROAD FOR 0.4 MILE TO A DIM TRACK ROAD RIGHT AND A
 MM0359'WINDMILL ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DIM
 MM0359'TRACK ROAD FOR 0.25 MILE TO A WINDMILL AND A GATE.  PASS
 MM0359'THROUGH THE GATE AND GO NORTH ALONG THE WEST SIDE OF A FENCE
 MM0359'FOR 0.4 MILE TO REFERENCE MARK 1 ON THE RIGHT, SET IN THE
 MM0359'FENCE LINE.  HERE TURN LEFT AND GO ACROSS COUNTRY FOR
 MM0359'0.4 MILE TO THE HIGHEST POINT IN THE VICINITY AND THE
 MM0359'STATION.  A FOUR-WHEEL-DRIVE IS NEEDED THE LAST 0.4 MILE.
 MM0359'
 MM0359'THE STATION MARKS ARE STANDARD DISKS STAMPED DISMAL 1973, THE
 MM0359'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MM0359'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 MM0359'GROUND SURFACE.  IT IS 20 FEET NORTHWEST OF THE HIGHEST POINT
 MM0359'OF THE HILL.  THE UNDERGROUND DISK WAS SET ABOUT 42 INCHES
 MM0359'BELOW THE GROUND SURFACE.
 MM0359'
 MM0359'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DISMAL NO 1 1973,
 MM0359'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MM0359'IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT
 MM0359'IS 1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN AND 0.5
 MM0359'FEET WEST OF A FENCE.
 MM0359'
 MM0359'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 MM0359'SWEENEY 1946, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE
 MM0359'POST THAT PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MM0359'ON THE APPARENT HIGHEST POINT OF THE HILL.
 MM0359'
 MM0359'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 MM0359'STAMPED SWEENEY NO 1 1946, SET IN THE TOP OF A 6-INCH SQUARE
 MM0359'PRECAST CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND
 MM0359'SURFACE.  IT IS 15 FEET LOWER THAN THE STATION.
 MM0359'
 MM0359'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 MM0359'STAMPED SWEENEY NO 2 1946, SET IN THE TOP OF A 6-INCH SQUARE
 MM0359'PRECAST CONCRETE POST THAT PROJECTS 30 INCHES ABOVE THE GROUND
 MM0359'SURFACE.  IT IS 16 FEET LOWER THAT THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0788 ***********************************************************************
 LG0788  DESIGNATION -  DISTRICT 25
 LG0788  PID         -  LG0788
 LG0788  STATE/COUNTY-  NE/FILLMORE
 LG0788  COUNTRY     -  US
 LG0788  USGS QUAD   -  FRIEND SW (2017)
 LG0788
 LG0788                         *CURRENT SURVEY CONTROL
 LG0788  ______________________________________________________________________
 LG0788* NAD 83(1995) POSITION- 40 34 04.59781(N) 097 27 53.53272(W)   ADJUSTED
 LG0788* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 LG0788  ______________________________________________________________________
 LG0788  GEOID HEIGHT    -        -26.787 (meters)                     GEOID18
 LG0788  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LG0788  HORZ ORDER      -  SECOND
 LG0788
 LG0788.The horizontal coordinates were established by classical geodetic methods
 LG0788.and adjusted by the National Geodetic Survey in August 1997.
 LG0788
 LG0788.The orthometric height was scaled from a topographic map.
 LG0788
 LG0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0788.GEOID18 height accuracy estimate available here.
 LG0788
 LG0788.Click photographs - Photos may exist for this station.
 LG0788
 LG0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0788
 LG0788. The following values were computed from the NAD 83(1995) position.
 LG0788
 LG0788;                    North         East     Units Scale Factor Converg.
 LG0788;SPC NE       -    84,710.221   714,604.790   MT  0.99979140   +1 40 48.1
 LG0788;SPC NE       -   277,920.12  2,344,499.22   sFT  0.99979140   +1 40 48.1
 LG0788;UTM  14      - 4,491,928.846   629,948.573   MT  0.99980786   +0 59 54.6
 LG0788
 LG0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0788!SPC NE       -   0.99992716  x   0.99979140  =   0.99971857
 LG0788!UTM  14      -   0.99992716  x   0.99980786  =   0.99973503
 LG0788
 LG0788:                Primary Azimuth Mark                     Grid Az
 LG0788:SPC NE       -  DISTRICT 25 AZ MK                        167 18 01.2
 LG0788:UTM  14      -  DISTRICT 25 AZ MK                        167 58 54.7
 LG0788
 LG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2994891928(NAD 83)
 LG0788
 LG0788|---------------------------------------------------------------------|
 LG0788| PID    Reference Object                     Distance      Geod. Az  |
 LG0788|                                                           dddmmss.s |
 LG0788| LG0790 EXETER TANK                         APPROX. 8.5 KM 0074809.6 |
 LG0788| CN9166 DISTRICT 25 RM 1                     26.445 METERS 03727     |
 LG0788| LG0789 MILLIGAN MUNICIPAL TANK             APPROX. 9.8 KM 1395544.1 |
 LG0788| CN9167 DISTRICT 25 RM 2                     35.868 METERS 16052     |
 LG0788| CN9165 DISTRICT 25 AZ MK                                  1685849.3 |
 LG0788| LG0848 OHIOWA MUNICIPAL TANK               APPROX.17.5 KM 1763415.8 |
 LG0788| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.12.7 KM 2465419.2 |
 LG0788| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.12.6 KM 2475725.0 |
 LG0788| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.12.8 KM 2485310.0 |
 LG0788| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.13.0 KM 2542330.3 |
 LG0788| LG0932 FAIRMONT AIR BASE WATER TANK        APPROX. 8.8 KM 2863818.5 |
 LG0788| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX.12.8 KM 3064959.8 |
 LG0788|---------------------------------------------------------------------|
 LG0788
 LG0788                          SUPERSEDED SURVEY CONTROL
 LG0788
 LG0788  NAD 83(1986)-  40 34 04.60508(N)    097 27 53.53363(W) AD(       ) 2
 LG0788  NAD 27      -  40 34 04.58500(N)    097 27 52.35000(W) AD(       ) 2
 LG0788
 LG0788.Superseded values are not recommended for survey control.
 LG0788
 LG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0788.See file dsdata.pdf to determine how the superseded data were derived.
 LG0788
 LG0788_MARKER: DS = TRIANGULATION STATION DISK
 LG0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0788_STAMPING: DISTRICT 25 1950
 LG0788_MARK LOGO: CGS
 LG0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0788+STABILITY: SURFACE MOTION
 LG0788
 LG0788  HISTORY     - Date     Condition        Report By
 LG0788  HISTORY     - 1950     MONUMENTED       CGS
 LG0788  HISTORY     - 1969     MARK NOT FOUND   USGS
 LG0788  HISTORY     - 1970     GOOD             NGS
 LG0788
 LG0788                          STATION DESCRIPTION
 LG0788
 LG0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0788'STATION IS LOCATED ABOUT 8 MILES EAST NORTHEAST OF GENEVA AND
 LG0788'5-1/2 MILES SOUTH SOUTHWEST OF EXETER ON THE SCHOOL GROUNDS OF
 LG0788'DISTRICT NO. 25.  STATION IS 63 FEET NORTHWEST OF THE NORTHWEST
 LG0788'CORNER OF SCHOOLHOUSE, 41 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 LG0788'OF DIRT ROAD AND 23 FEET SOUTHEAST OF FENCE CORNER.  THE MARK
 LG0788'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DISTRICT 25
 LG0788'1950.
 LG0788'
 LG0788'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE APPROXIMATE
 LG0788'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6
 LG0788'INCHES AND THE DISK IS STAMPED DISTRICT 25 NO 1 1950.
 LG0788'
 LG0788'REFERENCE MARK NO. 2 IS 87 FEET SOUTH SOUTHWEST OF SOUTHWEST
 LG0788'CORNER OF SCHOOLHOUSE AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 LG0788'6 INCHES AND THE DISK IS STAMPED DISTRICT 25 NO 2 1950.
 LG0788'
 LG0788'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LG0788'STATE ROUTE 76, 6 FEET NORTHEAST OF POWER POLE, 5 FEET NORTHEAST
 LG0788'OF WITNESS POST AND 4 FEET WEST OF FENCE.  THE MARK PROJECTS
 LG0788'ABOUT 6 INCHES AND THE DISK IS STAMPED DISTRICT 25 1950.
 LG0788'
 LG0788'TO REACH FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 LG0788'GENEVA GO EAST ON STATE ROUTE 41 FOR 0.3 MILE TO JUNCTION WITH
 LG0788'U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 81
 LG0788'AND STATE ROUTE 41 FOR 1.0 MILE TO JUNCTION.  TURN LEFT AND GO
 LG0788'EAST ON STATE HIGHWAY 41 FOR 7.0 MILES TO CROSSROADS.  TURN LEFT
 LG0788'AND GO NORTH FOR 3.65 MILES TO AZIMUTH MARK ON RIGHT OR EAST
 LG0788'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.35 MILE TO
 LG0788'CROSSROADS AND SCHOOL AND STATION ON LEFT AS DESCRIBED.
 LG0788'
 LG0788'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0788
 LG0788                          STATION RECOVERY (1969)
 LG0788
 LG0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LG0788'STATION WAS SEARCHED FOR AND NOT FOUND.  ACCORDING TO THE
 LG0788'DESCRIPTION THE STATION MARK AND RM 2 WOULD NOW BE IN A
 LG0788'CULTIVATED CORN FIELD.
 LG0788'
 LG0788'RM 1 WOULD NOW BE IN THE DITCH OF THE ROAD THAT WAS REBUILT IN 1964.
 LG0788'
 LG0788'THE MAN THAT FARMS THIS LAND SAID THAT HE HAS BEEN CULTIVATING
 LG0788'THIS GROUND FOR SEVERAL YEARS AND HAS NEVER SEEN ANY OF THESE
 LG0788'MARKS.
 LG0788
 LG0788                          STATION RECOVERY (1970)
 LG0788
 LG0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0788'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  CONSIDERABLE TIME
 LG0788'WAS SPENT SEARCHING FOR THE UNDERGROUND MARK BUT THE MARK WAS NOT
 LG0788'RECOVERED.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY ROAD
 LG0788'CONSTRUCTION.  REFERENCE MARK NO. 2 WAS FOUND DISPLACED AND THE
 LG0788'OLD CONCRETE POST IS AT THE SOUTH SIDE OF THE OLD ABANDONED
 LG0788'SCHOOLHOUSE.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN
 LG0788'GOOD CONDITION.  THE OLD SCHOOLYARD IS NOW IN CULTIVATION.
 LG0788'
 LG0788'ANOTHER ATTEMPT WILL BE MADE AT A LATER DATE TRYING TO RECOVER THE
 LG0788'STATION UNDERGROUND MARK.
 LG0788'
 LG0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES ENE
 LG0788'OF GENEVA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0417 ***********************************************************************
 LJ0417  DESIGNATION -  DISTRICT 41
 LJ0417  PID         -  LJ0417
 LJ0417  STATE/COUNTY-  NE/GOSPER
 LJ0417  COUNTRY     -  US
 LJ0417  USGS QUAD   -  CAMBRIDGE NE (2017)
 LJ0417
 LJ0417                         *CURRENT SURVEY CONTROL
 LJ0417  ______________________________________________________________________
 LJ0417* NAD 83(1995) POSITION- 40 24 58.54121(N) 100 04 33.74207(W)   ADJUSTED
 LJ0417* NAVD 88 ORTHO HEIGHT -   744.    (meters)     2441.    (feet) SCALED
 LJ0417  ______________________________________________________________________
 LJ0417  GEOID HEIGHT    -        -24.281 (meters)                     GEOID18
 LJ0417  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 LJ0417  HORZ ORDER      -  THIRD
 LJ0417
 LJ0417.The horizontal coordinates were established by classical geodetic methods
 LJ0417.and adjusted by the National Geodetic Survey in August 1997.
 LJ0417
 LJ0417.The orthometric height was scaled from a topographic map.
 LJ0417
 LJ0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0417.GEOID18 height accuracy estimate available here.
 LJ0417
 LJ0417.Click photographs - Photos may exist for this station.
 LJ0417
 LJ0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0417
 LJ0417. The following values were computed from the NAD 83(1995) position.
 LJ0417
 LJ0417;                    North         East     Units Scale Factor Converg.
 LJ0417;SPC NE       -    64,726.219   493,547.345   MT  0.99983770   -0 03 01.4
 LJ0417;SPC NE       -   212,355.94  1,619,246.58   sFT  0.99983770   -0 03 01.4
 LJ0417;UTM  14      - 4,474,515.651   408,708.888   MT  0.99970259   -0 41 51.7
 LJ0417
 LJ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0417!SPC NE       -   0.99988706  x   0.99983770  =   0.99972478
 LJ0417!UTM  14      -   0.99988706  x   0.99970259  =   0.99958969
 LJ0417
 LJ0417:                Primary Azimuth Mark                     Grid Az
 LJ0417:SPC NE       -  DISTRICT 41 AZ MK                        338 21 16.1
 LJ0417:UTM  14      -  DISTRICT 41 AZ MK                        339 00 06.4
 LJ0417
 LJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0870874515(NAD 83)
 LJ0417
 LJ0417|---------------------------------------------------------------------|
 LJ0417| PID    Reference Object                     Distance      Geod. Az  |
 LJ0417|                                                           dddmmss.s |
 LJ0417| CN9169 DISTRICT 41 RM 1                     18.924 METERS 00645     |
 LJ0417| CN9170 DISTRICT 41 RM 2                     12.088 METERS 09255     |
 LJ0417| CN9168 DISTRICT 41 AZ MK                                  3381814.7 |
 LJ0417|---------------------------------------------------------------------|
 LJ0417
 LJ0417                          SUPERSEDED SURVEY CONTROL
 LJ0417
 LJ0417  NAD 83(1986)-  40 24 58.54552(N)    100 04 33.74743(W) AD(       ) 3
 LJ0417  NAD 27      -  40 24 58.52307(N)    100 04 32.26753(W) AD(       ) 3
 LJ0417
 LJ0417.Superseded values are not recommended for survey control.
 LJ0417
 LJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0417.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0417
 LJ0417_MARKER: DS = TRIANGULATION STATION DISK
 LJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0417_STAMPING: DISTRICT 41 1951
 LJ0417_MARK LOGO: CGS
 LJ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0417+STABILITY: SURFACE MOTION
 LJ0417
 LJ0417  HISTORY     - Date     Condition        Report By
 LJ0417  HISTORY     - 1951     MONUMENTED       CGS
 LJ0417
 LJ0417                          STATION DESCRIPTION
 LJ0417
 LJ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0417'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHEAST OF CAMBRIDGE,
 LJ0417'8.5 MILES NORTHWEST OF HOLBROOK AND AT THE SOUTH EDGE OF A
 LJ0417'SCHOOLYARD.  IT IS 82.0 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LJ0417'THE SCHOOLHOUSE, 74.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0417'GRADED ROAD AND 3.0 FEET NORTH OF A EAST-WEST FENCE LINE.  IT
 LJ0417'PROJECTS 3 INCES AND IS STAMPED DISTRICT 41 1951.
 LJ0417'
 LJ0417'REFERENCE MARK NO. 1 IS 74.0 FEET WEST OF THE CENTER OF A
 LJ0417'NORTH-SOUTH GRADED ROAD, 20.0 FEET SOUTH OF THE SOUTHEAST
 LJ0417'CORNER OF THE SCHOOLHOUSE.  IT IS SET IN THE SOUTHWEST CORNER
 LJ0417'OF A CEMENT WELL PLATFORM AND IS A STANDARD REFERENCE MARK
 LJ0417'DISK STAMPED DISTRICT 41 NO 1 1951.
 LJ0417'
 LJ0417'REFERENCE MARK NO. 2 IS 34.0 FEET WEST OF THE CENTER OF A
 LJ0417'NORTH-SOUTH ROAD, 6.0 FEET NORTH OF A TELEPHONE POLE AND 2.0
 LJ0417'FEET EAST OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS
 LJ0417'STAMPED DISTRICT 41 NO 2 1951.
 LJ0417'
 LJ0417'THE DISTANCE BETWEEN REFERENCE MARKS IS 71.4.
 LJ0417'
 LJ0417'THE AZIMUTH MARK IS 36.0 FEET SOUTH OF THE CENTER OF A
 LJ0417'EAST-WEST GRADED ROAD, 1.0 FOOT SOUTH OF A EAST-WEST FENCE
 LJ0417'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED DISTRICT 41 1951.
 LJ0417'
 LJ0417'TO REACH THE STATION FROM THE DEPOT IN CAMBRIDGE, GO NORTH
 LJ0417'FOR 0.1 MILE TO U.S. HIGHWAYS 6 AND 34, TURN RIGHT, EAST AND
 LJ0417'GO 1.9 MILE TO A T ROAD NORTH.  TURN LEFT, NORTH AND FOLLOW
 LJ0417'MAIN TRAVELED ROAD NORTH AND EAST MAKING SEVERAL JOGS FOR 3.9
 LJ0417'MILE TO A CROSSROAD.  TURN RIGHT, EAST AND FOLLOW MAIN TRAVELED
 LJ0417'ROAD FOR 2.4 MILE TO A T ROAD JUNCTION, TURN RIGHT, EAST,
 LJ0417'ON A GRADED ROAD FOR 1.5 MILE TO A CROSSROAD.  TURN LEFT,
 LJ0417'NORTH, ON A GRADED ROAD FOR 1.5 MILE TO A SCHOOLHOUSE AND THE
 LJ0417'STATION ON THE LEFT AS DESCRIBED.
 LJ0417'
 LJ0417'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRADED
 LJ0417'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT, WEST, ON A GRADED
 LJ0417'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1144 ***********************************************************************
 ML1144  DESIGNATION -  DIVIDE
 ML1144  PID         -  ML1144
 ML1144  STATE/COUNTY-  NE/SHERMAN
 ML1144  COUNTRY     -  US
 ML1144  USGS QUAD   -  LITCHFIELD NE (2017)
 ML1144
 ML1144                         *CURRENT SURVEY CONTROL
 ML1144  ______________________________________________________________________
 ML1144* NAD 83(1995) POSITION- 41 11 21.09397(N) 099 03 07.56854(W)   ADJUSTED
 ML1144* NAVD 88 ORTHO HEIGHT -   722.    (meters)     2369.    (feet) SCALED
 ML1144  ______________________________________________________________________
 ML1144  GEOID HEIGHT    -        -23.862 (meters)                     GEOID18
 ML1144  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 ML1144  HORZ ORDER      -  FIRST
 ML1144
 ML1144.The horizontal coordinates were established by classical geodetic methods
 ML1144.and adjusted by the National Geodetic Survey in August 1997.
 ML1144
 ML1144.The orthometric height was scaled from a topographic map.
 ML1144
 ML1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1144.GEOID18 height accuracy estimate available here.
 ML1144
 ML1144.Click photographs - Photos may exist for this station.
 ML1144
 ML1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1144
 ML1144. The following values were computed from the NAD 83(1995) position.
 ML1144
 ML1144;                    North         East     Units Scale Factor Converg.
 ML1144;SPC NE       -   150,971.016   579,495.527   MT  0.99967378   +0 37 41.4
 ML1144;SPC NE       -   495,310.74  1,901,228.24   sFT  0.99967378   +0 37 41.4
 ML1144;UTM  14      - 4,559,760.908   495,630.664   MT  0.99960023   -0 02 03.5
 ML1144
 ML1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1144!SPC NE       -   0.99989046  x   0.99967378  =   0.99956428
 ML1144!UTM  14      -   0.99989046  x   0.99960023  =   0.99949074
 ML1144
 ML1144:                Primary Azimuth Mark                     Grid Az
 ML1144:SPC NE       -  DIVIDE RM 2 AZIMUTH                      180 20 30.9
 ML1144:UTM  14      -  DIVIDE RM 2 AZIMUTH                      181 00 15.8
 ML1144
 ML1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9563059760(NAD 83)
 ML1144
 ML1144|---------------------------------------------------------------------|
 ML1144| PID    Reference Object                     Distance      Geod. Az  |
 ML1144|                                                           dddmmss.s |
 ML1144| CN9171 DIVIDE RM 1                          29.195 METERS 00118     |
 ML1144| ML1117 LOUP CITY REA RADIO MAST            APPROX.12.8 KM 0355326.7 |
 ML1144| CN9172 DIVIDE RM 2 AZIMUTH                                1805812.3 |
 ML1144| CN9173 DIVIDE RM 3                          18.682 METERS 26139     |
 ML1144|---------------------------------------------------------------------|
 ML1144
 ML1144                          SUPERSEDED SURVEY CONTROL
 ML1144
 ML1144  NAD 83(1986)-  41 11 21.10139(N)    099 03 07.57211(W) AD(       ) 1
 ML1144  NAD 27      -  41 11 21.06600(N)    099 03 06.25500(W) AD(       ) 1
 ML1144  USSD        -  41 11 21.11200(N)    099 03 06.33200(W) AD(       ) 3
 ML1144
 ML1144.Superseded values are not recommended for survey control.
 ML1144
 ML1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1144.See file dsdata.pdf to determine how the superseded data were derived.
 ML1144
 ML1144_MARKER: V = STONE MONUMENT
 ML1144_SETTING: 0 = UNSPECIFIED SETTING
 ML1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1144+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2006
 ML1144
 ML1144  HISTORY     - Date     Condition        Report By
 ML1144  HISTORY     - 1899     MONUMENTED       CGS
 ML1144  HISTORY     - 1933     GOOD             CGS
 ML1144  HISTORY     - 1951     GOOD             CGS
 ML1144  HISTORY     - 20061118 GOOD             INDIV
 ML1144
 ML1144                          STATION DESCRIPTION
 ML1144
 ML1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1144'THIS STATION IS THE NW. 1/4 SEC. 16, T. 14 N., R. 15 W., 24
 ML1144'FEET EAST AND 1,078 FEET SOUTH OF THE NORTHWEST CORNER OF
 ML1144'THE SECTION, ON THE CREST OF THE HIGHEST HILL IN THE SECTION
 ML1144'AND 0.7 MILE EAST AND 1.0 MILE SOUTH OF THE TOWN DIVIDE,
 ML1144'AND ABOUT 10 MILES SOUTHWEST OF LOUP CITY.  THE SURFACE MARK
 ML1144'IS A MARBLE POST 8 INCHES SQUARE AND 2.3 TO 2.6 FEET LONG,
 ML1144'PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1144'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT
 ML1144'IN ITS TOP.  THE UNDERGROUND MARK IS AN EARTHENWARE CROCK,
 ML1144'BURIED FROM 2.7 TO 3.5 FEET BELOW THE SURFACE, WITH BOTTOM
 ML1144'UPWARD AND WITH A SMALL DRILL HOLE IN THE BOTTOM.  THE
 ML1144'AZIMUTHS TO CERTAIN POINTS ARE--TO THE POST OFFICE AT DIVIDE,
 ML1144'140 DEG 14 MIN 03 SEC.  TO THE NORTHWEST CORNER OF SEC. 16,
 ML1144'178 DEG 10 MIN.  TO THE CHIMNEY OF THE YELLOW HOUSE ON A
 ML1144'HILL NORTH OF LOUP CITY, 217 DEG 38 MIN 47 SEC.
 ML1144
 ML1144                          STATION RECOVERY (1933)
 ML1144
 ML1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1144'ABOUT 7 MILES SOUTHWEST OF LOUP CITY IN NORTHWEST QUARTER
 ML1144'SEC. 16, T. 14 N., R. 15 W., ON LAND OWNED EITHER BY R.H. WILLIAMS,
 ML1144'AURORA, NEBR., OR MR. HANSON (RESIDENCE UNKNOWN).  THERE IS
 ML1144'SOME DOUBT AS TO WHAT SECTION THE STATION IS IN BECAUSE ACCORDING
 ML1144'TO OLD DESCRIPTIONS AND AZIMUTH TO SECTION CORNER, THE STATION
 ML1144'IS IN SEC. 16 OWNED BY HANSON.  HOWEVER, ACCORDING TO FENCE,
 ML1144'STATION IS IN SEC. 17, OWNED BY WILLIAMS.  IT IS POSSIBLE THAT
 ML1144'STATION IS IN ROAD ALLOWANCE BETWEEN SECTIONS.  NO ROAD HAS
 ML1144'BEEN LAID OUT.
 ML1144'
 ML1144'REACHED FROM LITCHFIELD ON STATE HIGHWAY 2, BY FOLLOWING THIS
 ML1144'HIGHWAY EAST 3.5 MILES TO ANGLE WHERE IT TURNS SOUTH.  CONTINUE
 ML1144'STRAIGHT EAST ON COUNTY ROAD 6 FOR 2.0 MILES, THENCE NORTH
 ML1144'1.5 MILES TO GATE AT SOUTHEAST CORNER OF PASTURE, ENTER GATE
 ML1144'AND FOLLOW FARM TRAIL NORTHWEST INTO CANYON AND UP CANYON
 ML1144'TO HEAD, DISTANCE 0.95 MILE FROM GATE.  THENCE SOUTHEAST
 ML1144'0.15 MILE TO STATION.
 ML1144'
 ML1144'THE STATION WAS RECOVERED IN GOOD CONDITION, THE 8-INCH SQUARE
 ML1144'MARBLE SURFACE MARK WAS ENCASED IN A BLOCK OF CONCRETE 18
 ML1144'INCHES SQUARE AND FLUSH WITH THE GROUND.  MARK IS ON HIGHEST
 ML1144'POINT OF SMOOTH RIDGE IN PRAIRIE GRASS HAYFIELD, 6.3 FEET WEST
 ML1144'OF FENCE LINE.
 ML1144'
 ML1144'THREE REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--
 ML1144'
 ML1144'REFERENCE MARK NO. 1 IS NORTH OF STATION 1 FOOT WEST OF FENCE
 ML1144'LINE.  REFERENCE MARK NO. 2 IS SOUTH OF STATION IN NORTH-AND-SOUTH
 ML1144'FENCE LINE.  REFERENCE MARK NO. 3 IS WEST OF STATION.  ALL
 ML1144'MARKS STAMPED DIVIDE 1933 AND SET 4 INCHES ABOVE GROUND.
 ML1144
 ML1144                          STATION RECOVERY (1951)
 ML1144
 ML1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1144'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ML1144'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 ML1144'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTIONS TO THE
 ML1144'REFERENCE MARKS.
 ML1144'
 ML1144'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ML1144'
 ML1144'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF LOUP
 ML1144'CITY IN THE EAST EDGE OF A PASTURE NEAR THE SOUTHEAST END
 ML1144'OF A NORTHWEST-SOUTHEAST RIDGE, 5 FEET WEST OF A NORTH-SOUTH
 ML1144'FENCE LINE.  IT IS AN 8 INCH SQUARE MARBLE POST ENCASED IN
 ML1144'CONCRETE AND IS FLUSH WITH THE GROUND SURFACE.  A CROSS AND
 ML1144'THE LETTERS USCS ARE CUT IN TOP OF THE POST.
 ML1144'
 ML1144'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF PASTURE, 2 FEET
 ML1144'WEST OF A NORTH-SOUTH FENCE LINE AND IS ON THE SAME ELEVATION
 ML1144'AS THE STATION.  IT IS STAMPED DIVIDE NO 1 1933 AND PROJECTS
 ML1144'2 INCHES.
 ML1144'
 ML1144'REFERENCE MARK NO. 3 IS ON THE WEST SLOPE OF HILL, 59 FEET
 ML1144'WEST OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 3 FEET LOWER
 ML1144'IN ELEVATION THAN THE STATION.  IT IS STAMPED DIVIDE NO 3 1933
 ML1144'AND IS FLUSH WITH THE GROUND SURFACE.
 ML1144'
 ML1144'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 118.17 FEET.
 ML1144'
 ML1144'REFERENCE MARK NO. 2, USED AS AN AZIMUTH MARK, IS IN THE
 ML1144'WEST EDGE OF A PASTURE, 231 YARDS NORTH OF THE CENTER OF AN
 ML1144'EAST-WEST ROAD, 1 FOOT NORTHEAST OF A WITNESS POST AND 1
 ML1144'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DIVIDE
 ML1144'NO 2 1933 AND IS FLUSH WITH THE GROUND SURFACE.
 ML1144'
 ML1144'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO NORTH
 ML1144'FOR 1.4 MILES TO STATE HIGHWAY 45, TURN LEFT AND GO WEST ON
 ML1144'STATE HIGHWAY 45 FOR 3.3 MILES TO JUNCTION WITH STATE HIGHWAY
 ML1144'10.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 10 FOR 9.0 MILES
 ML1144'TO A T ROAD LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 ML1144'4.0 MILES TO A POINT WHERE MAIN ROAD CURVES SOUTH.  (AZIMUTH
 ML1144'MARK IS JUST NORTH IN PASTURE AS DESCRIBED.) CONTINUE WEST
 ML1144'ON DIRT ROAD FOR 0.5 MILE TO A WIRE GATE ON RIGHT, PASS
 ML1144'THROUGH GATE AND GO NORTH, EAST AND NORTH ON TRACK ROAD FOR
 ML1144'1.0 MILE TO A FORK, TAKE RIGHT FORK AND GO EAST AND
 ML1144'SOUTHEAST ON DIM TRACK ROAD ALONG TOP OF RIDGE FOR 0.4
 ML1144'MILE TO STATION IN EAST EDGE OF PASTURE AS DESCRIBED.
 ML1144
 ML1144                          STATION RECOVERY (2006)
 ML1144
 ML1144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 ML1144'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE ALL FOUND AS
 ML1144'PREVIOUSLY DESCRIBED.
 ML1144'
 ML1144'THE STATION IS A WHITE MARBLE POST 8 INCHES SQUARE SET FLUSH WITH THE
 ML1144'GROUND IN CONCRETE.  IT IS LOCATED ALONG THE EAST LINE OF SECTION 17,
 ML1144'T14N, R15W, APPROXIMATELY 6 FEET WEST OF THE NORTH-SOUTH FENCE.
 ML1144'
 ML1144'THE LAND IS CURRENTLY OWNER BY GEORGE AND FRANK WANITSCHKE, HOWEVER
 ML1144'ACCESS TO THE STATION IT EASIER OBTAINED BY ENTERING SECTION 16 TO THE
 ML1144'EAST WHICH IS SCHOOL LEASED LAND.
 ML1144'
 ML1144'TO REACH THE STATION FROM THE INTERSECTIONS OF HIGHWAYS 10, 58 AND 92
 ML1144'AT THE SOUTH EDGE OF LOUP CITY, GO SOUTH ON HIGHWAY 10 APPROXIMATELY
 ML1144'6.8 MILES TO THE INTERSECTION WITH GRAVEL COUNTY ROAD GOING WEST.
 ML1144'FOLLOW COUNTY ROAD WEST FOR 3.3 MILES TO A FIELD ENTRANCE ON THE RIGHT
 ML1144'OR NORTH SIDE WHICH IS ACROSS FROM A FARMYARD ON THE SOUTH SIDE.
 ML1144'GO NORTH THROUGH GATE ON TRAIL THAT GOES BETWEEN SEVERAL ROWS OF
 ML1144'PLANTED CEDAR TREES.  FOLLOW PASTURE ROAD NORTH AND WEST APPROXIMATELY
 ML1144'1.2 MILES TO THE STATION.
 ML1144'
 ML1144'A LARGE BOWL SHAPED DEPRESSION AREA IS EAST OF THE STATION IN SECTION
 ML1144'16.  MARK IS ON HIGHEST LOCATION IN THE AREA.
 ML1144'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0590 ***********************************************************************
 MN0590  DESIGNATION -  DIX
 MN0590  PID         -  MN0590
 MN0590  STATE/COUNTY-  NE/KIMBALL
 MN0590  COUNTRY     -  US
 MN0590  USGS QUAD   -  OWASCO (2017)
 MN0590
 MN0590                         *CURRENT SURVEY CONTROL
 MN0590  ______________________________________________________________________
 MN0590* NAD 83(1995) POSITION- 41 11 32.61388(N) 103 31 00.98556(W)   ADJUSTED
 MN0590* NAVD 88 ORTHO HEIGHT -  1464.    (meters)     4803.    (feet) SCALED
 MN0590  ______________________________________________________________________
 MN0590  GEOID HEIGHT    -        -19.018 (meters)                     GEOID18
 MN0590  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 MN0590  HORZ ORDER      -  FIRST
 MN0590
 MN0590.The horizontal coordinates were established by classical geodetic methods
 MN0590.and adjusted by the National Geodetic Survey in August 1997.
 MN0590
 MN0590.The orthometric height was scaled from a topographic map.
 MN0590
 MN0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0590.GEOID18 height accuracy estimate available here.
 MN0590
 MN0590.Click photographs - Photos may exist for this station.
 MN0590
 MN0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0590
 MN0590. The following values were computed from the NAD 83(1995) position.
 MN0590
 MN0590;                    North         East     Units Scale Factor Converg.
 MN0590;SPC NE       -   156,888.424   205,141.323   MT  0.99967348   -2 19 50.4
 MN0590;SPC NE       -   514,724.77    673,034.49   sFT  0.99967348   -2 19 50.4
 MN0590;UTM  13      - 4,561,175.007   624,366.060   MT  0.99979035   +0 58 36.7
 MN0590
 MN0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0590!SPC NE       -   0.99977344  x   0.99967348  =   0.99944700
 MN0590!UTM  13      -   0.99977344  x   0.99979035  =   0.99956384
 MN0590
 MN0590:                Primary Azimuth Mark                     Grid Az
 MN0590:SPC NE       -  DIX AZ MK 2                              095 19 17.4
 MN0590:UTM  13      -  DIX AZ MK 2                              092 00 50.3
 MN0590
 MN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2436661175(NAD 83)
 MN0590
 MN0590|---------------------------------------------------------------------|
 MN0590| PID    Reference Object                     Distance      Geod. Az  |
 MN0590|                                                           dddmmss.s |
 MN0590| MN0568 DIX MUNICIPAL TANK                  APPROX. 5.3 KM 0284458.6 |
 MN0590| MN0560 POTTER MUNICIPAL TANK               APPROX.17.0 KM 0794808.0 |
 MN0590| CP6997 DIX AZ MK                                          0911206.0 |
 MN0590| MN0592 DIX AZ MK 2                         APPROX. 0.6 KM 0925927.0 |
 MN0590| MN0593 DIX 2                               137.721 METERS 12903     |
 MN0590| CP7000 DIX RM 3                             18.227 METERS 13057     |
 MN0590| CP6998 DIX RM 1                             26.268 METERS 15428     |
 MN0590| CP7001 DIX RM 4                             23.592 METERS 21934     |
 MN0590| CP6999 DIX RM 2                             38.242 METERS 23539     |
 MN0590| MN0607 KIMBALL WATER TANK BEACON           APPROX.13.3 KM 2910014.9 |
 MN0590|---------------------------------------------------------------------|
 MN0590
 MN0590                          SUPERSEDED SURVEY CONTROL
 MN0590
 MN0590  NAD 83(1993)-  41 11 32.61232(N)    103 31 00.98482(W) AD(       ) 1
 MN0590  NAD 83(1986)-  41 11 32.60646(N)    103 31 00.98483(W) AD(       ) 1
 MN0590  NAD 27      -  41 11 32.67500(N)    103 30 59.21210(W) AD(       ) 1
 MN0590
 MN0590.Superseded values are not recommended for survey control.
 MN0590
 MN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0590.See file dsdata.pdf to determine how the superseded data were derived.
 MN0590
 MN0590_MARKER: DS = TRIANGULATION STATION DISK
 MN0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0590_STAMPING: DIX 1934
 MN0590_MARK LOGO: CGS
 MN0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0590+STABILITY: SURFACE MOTION
 MN0590
 MN0590  HISTORY     - Date     Condition        Report By
 MN0590  HISTORY     - 1934     MONUMENTED       CGS
 MN0590  HISTORY     - 1956     GOOD             CGS
 MN0590  HISTORY     - 1960     GOOD             CGS
 MN0590  HISTORY     - 1963     GOOD             CGS
 MN0590  HISTORY     - 1972     GOOD             NGS
 MN0590  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0590
 MN0590                          STATION DESCRIPTION
 MN0590
 MN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0590'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF
 MN0590'DIX AND IS ON THE HIGHEST POINT OF A BARE HILL IN SEC. 9,
 MN0590'T. 54 N., R. 14 W.  IT IS ON LAND OWNED BY THE YOUND ESTATE,
 MN0590'G.A. YOUNG OF KIMBALL, NEBR., EXECUTOR.
 MN0590'
 MN0590'THE STATION MARK IS 97 FEET NORTH OF THE CENTERLINE OF THE
 MN0590'GRADED EAST-WEST SECTION-LINE ROAD THAT PASSES OVER THE HILL
 MN0590'AND PROJECTS 3 INCHES.
 MN0590'
 MN0590'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 MN0590'30 AND THE UNION PACIFIC RAILROAD, GO SOUTH FROM THE INTERSECTION
 MN0590'A GRADED ROAD, NORTH-SOUTH ROAD AND U.S. HIGHWAY 30 IN THE
 MN0590'WEST EDGE OF TOWN, 3.0 MILES TO A GRADED CROSS ROAD.  HERE
 MN0590'TURN RIGHT (WEST) AND GO 0.5 MILE TO THE AZIMUTH MARK IN THE
 MN0590'RIGHT-OF-WAY FENCE ON THE LEFT SIDE OF THE ROAD.  CONTINUE
 MN0590'WEST ON GRADE 0.8 MILE TO TOP OF GRADE.  HERE LEAVE ROAD,
 MN0590'TURN RIGHT (NORTH) AND GO 30 YARDS TO THE STATION.
 MN0590'
 MN0590'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0590'BRONZE DISKS SET AS DESCRIBED.
 MN0590'
 MN0590'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 19
 MN0590'FEET NORTH OF THE CENTERLINE OF THE ABOVE-MENTIONED ROAD AND
 MN0590'PROJECTS 4 INCHES.
 MN0590'
 MN0590'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 21
 MN0590'FEET NORTH OF THE CENTERLINE OF THE ABOVE-MENTIONED ROAD
 MN0590'AND PROJECTS 4 INCHES.
 MN0590'
 MN0590'AZIMUTH MARK IS EAST OF THE STATION, IN THE RIGHT-OF-WAY
 MN0590'FENCE ON THE SOUTH SIDE OF THE ABOVE-MENTIONED ROAD AND
 MN0590'PROJECTS 4 INCHES.
 MN0590'
 MN0590'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 MN0590
 MN0590                          STATION RECOVERY (1956)
 MN0590
 MN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 MN0590'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MN0590'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH WAS
 MN0590'FOUND DESTROYED AND THE AZIMUTH MARK WAS NOT RECOVERED AND
 MN0590'IS BELIEVED TO BE DESTROYED WHEN THE ROAD WAS GRADED.  REFERENCE
 MN0590'MARK NO. 3 WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MN0590'
 MN0590'STATION IS LOCATED ABOUT 3 AND 1/2 MILES SOUTH-SOUTHWEST OF
 MN0590'THE SMALL TOWN OF DIX AND IS ON THE HIGHEST POINT OF A BARE
 MN0590'HILL IN SEC. 9, T. 54 N., R. 14 W. AND 100 FEET NORTH OF
 MN0590'THE CENTER OF GRADED ROAD THAT PASSES OVER THE HILL.  THE
 MN0590'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DIX 1934.
 MN0590'
 MN0590'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 27 FEET NORTH
 MN0590'OF THE CENTER OF GRADED ROAD, AND 27 FEET EAST OF THE CENTER
 MN0590'OF A FIELD ENTRANCE.  THE MARK PROJECTS 2 INCHES AND THE
 MN0590'DISK IS STAMPED DIX NO 2 1934.
 MN0590'
 MN0590'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION AND 60 FEET
 MN0590'NORTH OF THE CENTER OF GRADED ROAD.  THE MARK PROJECTS 6 INCHES
 MN0590'AND THE DISK IS STAMPED DIX NO 3 1934.
 MN0590'
 MN0590'TO REACH THE STATION FROM THE DIX RAILROAD STATION, GO WEST
 MN0590'2 BLOCKS.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO NEW U.S.
 MN0590'HIGHWAY 30.  CROSS HIGHWAY AND CONTINUE SOUTH FOR 2.0 MILES
 MN0590'TO CROSSROADS.  TURN RIGHT AND GO WEST FOR 1.3 MILES TO STATION
 MN0590'ON THE RIGHT.
 MN0590
 MN0590                          STATION RECOVERY (1960)
 MN0590
 MN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0590'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 MN0590'DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN MOVED AND RESTAMPED
 MN0590'AND THE AZIMUTH MARK WAS DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 MN0590'
 MN0590'THE STATION IS LOCATED 6-1/2 MILES EAST-SOUTHEAST OF KIMBALL,
 MN0590'4 MILES SOUTH-SOUTHWEST OF DIX ON THE HIGHEST POINT OF A BARE
 MN0590'HILL IN THE SOUTH EDGE OF SECTION 9, T. 54 N., R. 14 W. ON
 MN0590'PROPERTY OWNED BY MR. A.W. KENTON.
 MN0590'
 MN0590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0590'AND STATE SPUR 130 ABOUT 1 MILE SOUTH OF THE SMALL TOWN OF
 MN0590'DIX GO SOUTH ON A GRAVELED ROAD FOR 2 MILES TO A CROSSROAD.
 MN0590'TURN RIGHT, WEST, AND GO 0.9 MILE TO THE AZIMUTH MARK ON THE
 MN0590'RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE STRAIGHT
 MN0590'AHEAD, WEST, AND GO 0.4 MILE TO THE STATION ON THE RIGHT AS
 MN0590'DESCRIBED.
 MN0590'
 MN0590'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0590'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 MN0590'IS STAMPED DIX 1934.  IT IS 105 FEET NORTH OF THE CENTER OF
 MN0590'A GRAVELED ROAD.
 MN0590'
 MN0590'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 MN0590'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 MN0590'AND IS STAMPED DIX NO 2 1934.  IT IS 28 FEET NORTH OF THE
 MN0590'CENTER OF A GRAVELED ROAD.
 MN0590'
 MN0590'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF
 MN0590'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 MN0590'AND IS STAMPED DIX NO 3 1934.  IT IS 62 FEET NORTH OF THE
 MN0590'CENTER OF A GRAVELED ROAD AND 48 FEET WEST OF THE EAST EDGE
 MN0590'OF THE HILL.
 MN0590'
 MN0590'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0590'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 MN0590'IS STAMPED DIX 1934 1960.  IT IS 42 FEET NORTH OF THE CENTER
 MN0590'OF A GRAVELED ROAD, 28 FEET EAST OF THE CENTER OF A DIRT
 MN0590'ROAD AND 2 FEET SOUTH OF A METAL SIGN (MAGNOLIA PETROLEUM
 MN0590'COMPANY).
 MN0590
 MN0590                          STATION RECOVERY (1963)
 MN0590
 MN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0590'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0590'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 MN0590'
 MN0590'THE STATION IS LOCATED 3-1/2 MILES SOUTH-SOUTHWEST OF DIX,
 MN0590'IN THE SW 1/4 OF SECTION 9, T. 54 N., R. 14 W, ON PROPERTY
 MN0590'OWNED BY THE YOUNG ESTATE.
 MN0590'
 MN0590'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST
 MN0590'OF THE DEPOT IN DIX, GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE
 MN0590'TO U.S. HIGHWAY 30.  CONTINUE SOUTH FOR 2.0 MILES TO A CROSSROAD.
 MN0590'TURN RIGHT AND GO WEST FOR 0.9 MILE TO THE AZIMUTH MARK ON
 MN0590'THE RIGHT.  CONTINUE WEST FOR 0.4 MILE TO THE TOP OF THE HILL
 MN0590'AND THE STATION ON THE RIGHT.
 MN0590'
 MN0590'THE STATION MARK IS A STANDARD DISK STAMPED DIX 1934, SET
 MN0590'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0590'2-INCHES.  IT IS 101 FEET NORTH OF THE CENTER OF A GRAVELED
 MN0590'ROAD AND 7.1 FEET EAST OF THE WITNESS POST.
 MN0590'
 MN0590'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIX NO 3 1934,
 MN0590'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0590'PROJECTS 6-INCHES.  IT IS 65.5 FEET SOUTHEAST OF THE WITNESS
 MN0590'POST AND 60 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 MN0590'
 MN0590'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIX NO 2 1934,
 MN0590'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0590'PROJECTS 2-INCHES.  IT IS 119.9 FEET SOUTHWEST OF THE WITNESS
 MN0590'POST AND 29 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 MN0590'
 MN0590'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1934 1960,
 MN0590'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0590'PROJECTS 6-INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF A
 MN0590'GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 MN0590'AND 2.0 FEET WEST OF THE WITNESS POST.
 MN0590'
 MN0590'DIST. BETWEEN R.M.S 152.09 FT. 46.357 M.
 MN0590
 MN0590                          STATION RECOVERY (1972)
 MN0590
 MN0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0590'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 MN0590'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 MN0590'WAS IN THE ROAD DITCH AND EXPOSED ON ITS SOUTH SIDE.  REFERENCE
 MN0590'MARK 4 WAS ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE
 MN0590'MARK 3 COMPARED GOOD WITH THE PREVIOUS DISTANCE.  THE DIRECTION
 MN0590'TO THE AZIMUTH MARK AND REFERENCE MARK 3 COMPARED GOOD WITH
 MN0590'THE PREVIOUS DIRECTIONS.  THE DESCRIPTION OF THE STATION
 MN0590'IS ADEQUATE FOR RECOVERY WITH THE ADDITIONAL NOTES AND A
 MN0590'DESCRIPTION FOR REFERENCE MARK 4.
 MN0590'
 MN0590'THE STATION IS 73 FEET NORTH-NORTHEAST OF A POWER POLE AND
 MN0590'78.3 FEET NORTHEAST OF THE WITNESS POST SET BY REFERENCE
 MN0590'MARK 4.
 MN0590'
 MN0590'REFERENCE MARK 3 IS 88 FEET EAST-NORTHEAST OF THE POWER POLE.
 MN0590'
 MN0590'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIX 1934 NO 4
 MN0590'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MN0590'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 39
 MN0590'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 9.3 FEET WEST
 MN0590'OF THE POWER POLE AND 1.6 FEET EAST OF THE METAL WITNESS
 MN0590'POST.
 MN0590'
 MN0590'NO ADDITIONAL NOTES FOR THE AZIMUTH MARK.
 MN0590'
 MN0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MN0590'SOUTH-SOUTHWEST OF DIX.
 MN0590
 MN0590                          STATION RECOVERY (1977)
 MN0590
 MN0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0590'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1960
 MN0590'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HILL THE STATION
 MN0590'MARK AND THE REFERENCE MARKS ARE ON WILL BE LOWERED AND THE MARK
 MN0590'DESTROYED.  THIS DATE STATION DIX 2 AND REFERENCE MARKS 5 AND 6
 MN0590'WERE ESTABLISHED ON ANOTHER HILL JUST SOUTHEAST THAT WILL NOT BE
 MN0590'DISTRUBED.  THE KIMBALL COUNTY ENGINEER WAS AT THE STATION SITE
 MN0590'THIS DATE AND HE ASSISTED IN LOCATING THE SITE FOR STATION DIX
 MN0590'2 THAT IS NOW LOCATED IN A SCHOOL SECTION AND THE PERMISSION
 MN0590'WAS GRANTED.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 3
 MN0590'AND 4 CHECKED THE PREVIOUS DATA FAVORABLY.
 MN0590'
 MN0590'SEE DESCRIPTION FOR DIX 2.
 MN0590'
 MN0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES
 MN0590'SOUTHWEST OF DIX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0593 ***********************************************************************
 MN0593  DESIGNATION -  DIX 2
 MN0593  PID         -  MN0593
 MN0593  STATE/COUNTY-  NE/KIMBALL
 MN0593  COUNTRY     -  US
 MN0593  USGS QUAD   -  OWASCO (2017)
 MN0593
 MN0593                         *CURRENT SURVEY CONTROL
 MN0593  ______________________________________________________________________
 MN0593* NAD 83(1995) POSITION- 41 11 29.80104(N) 103 30 56.39623(W)   NO CHECK
 MN0593* NAVD 88 ORTHO HEIGHT -  1462.    (meters)     4797.    (feet) SCALED
 MN0593  ______________________________________________________________________
 MN0593  GEOID HEIGHT    -        -19.021 (meters)                     GEOID18
 MN0593  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 MN0593  HORZ ORDER      -  SECOND
 MN0593
 MN0593.The horizontal coordinates were established by classical geodetic methods
 MN0593.and adjusted by the National Geodetic Survey in August 1997.
 MN0593
 MN0593.No horizontal observational check was made to the station.
 MN0593
 MN0593.The orthometric height was scaled from a topographic map.
 MN0593
 MN0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0593.GEOID18 height accuracy estimate available here.
 MN0593
 MN0593.Click photographs - Photos may exist for this station.
 MN0593
 MN0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0593
 MN0593. The following values were computed from the NAD 83(1995) position.
 MN0593
 MN0593;                    North         East     Units Scale Factor Converg.
 MN0593;SPC NE       -   156,797.403   205,244.617   MT  0.99967355   -2 19 47.4
 MN0593;SPC NE       -   514,426.15    673,373.38   sFT  0.99967355   -2 19 47.4
 MN0593;UTM  13      - 4,561,090.088   624,474.447   MT  0.99979069   +0 58 39.6
 MN0593
 MN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0593!SPC NE       -   0.99977376  x   0.99967355  =   0.99944738
 MN0593!UTM  13      -   0.99977376  x   0.99979069  =   0.99956450
 MN0593
 MN0593:                Primary Azimuth Mark                     Grid Az
 MN0593:SPC NE       -  DIX AZ MK 2                              085 10 06.4
 MN0593:UTM  13      -  DIX AZ MK 2                              081 51 39.4
 MN0593
 MN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2447461090(NAD 83)
 MN0593
 MN0593|---------------------------------------------------------------------|
 MN0593| PID    Reference Object                     Distance      Geod. Az  |
 MN0593|                                                           dddmmss.s |
 MN0593| CP7002 DIX 2 RM 5                            7.448 METERS 06740     |
 MN0593| MN0592 DIX AZ MK 2                         459.928 METERS 0825019.0 |
 MN0593| CP7003 DIX 2 RM 6                            9.953 METERS 16229     |
 MN0593| MN0590 DIX                                 137.721 METERS 30903     |
 MN0593|---------------------------------------------------------------------|
 MN0593
 MN0593                          SUPERSEDED SURVEY CONTROL
 MN0593
 MN0593  NAD 83(1993)-  41 11 29.79948(N)    103 30 56.39549(W) AD(       ) 2
 MN0593  NAD 83(1986)-  41 11 29.79352(N)    103 30 56.39528(W) AD(       ) 2
 MN0593  NAD 27      -  41 11 29.86212(N)    103 30 54.62289(W) AD(       ) 2
 MN0593
 MN0593.Superseded values are not recommended for survey control.
 MN0593
 MN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0593.See file dsdata.pdf to determine how the superseded data were derived.
 MN0593
 MN0593_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0593_SETTING: 66 = SET IN ROCK OUTCROP
 MN0593_STAMPING: DIX 2 1977
 MN0593_MARK LOGO: NGS
 MN0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0593+STABILITY: POSITION/ELEVATION WELL
 MN0593
 MN0593  HISTORY     - Date     Condition        Report By
 MN0593  HISTORY     - 1977     MONUMENTED       NGS
 MN0593
 MN0593                          STATION DESCRIPTION
 MN0593
 MN0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0593'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF DIX, ON
 MN0593'A HIGH ROCKY HILL IN SEC. 16, T 54 N, R 14 W, STATE PROPERTY
 MN0593'KNOWN AS A SCHOOL SECTION.
 MN0593'
 MN0593'TO REACH THE STATION FROM THE DIX INTERCHANGE OF INTERSTATE 80, 1.0
 MN0593'MILE SOUTH OF DIX, GO SOUTH ON A SURFACED ROAD FOR 2.0 MILES TO
 MN0593'A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.9
 MN0593'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON THE
 MN0593'GRAVELED ROAD 0.3 MILE TO THE STATION ON THE LEFT ON TOP OF A
 MN0593'ROCKY HILL.
 MN0593'
 MN0593'THE STATION MARK IS A STANDARD DISK STAMPED DIX 2 1977, CEMENTED
 MN0593'IN A DRILL HOLE IN BEDROCK AND ABOUT 6 INCHES BELOW THE ROCKY
 MN0593'GROUND SURFACE.  IT IS NEAR THE WEST AND SOUTH SLOPE OF THE HILL
 MN0593'AND ON HIGHEST PART OF THE HILL.
 MN0593'
 MN0593'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0593'DIX 2 NO 5 1977 AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MN0593'ON THE EAST SLOPE OF THE HILL AND ABOUT 1 FOOT LOWER IN ELEVATION
 MN0593'THAN THE TOP OF THE HILL AT THE STATION MARK.
 MN0593'
 MN0593'REFERENCE MARK 6 IS A STANDARD DISK STAMPED DIX 2 NO 6 1977,
 MN0593'CEMENTED IN A DRILL HOLE IN BEDROCK AT THE SOUTH EDGE OF THE HILL.
 MN0593'
 MN0593'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1934 1960, SET IN
 MN0593'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 MN0593'ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF
 MN0593'THE GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF A ROAD BEARING
 MN0593'NORTH AND 2 FEET WEST OF A METAL WITNESS POST.
 MN0593'
 MN0593'NEAREST TOWN--DIX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0592 ***********************************************************************
 MN0592  DESIGNATION -  DIX AZ MK 2
 MN0592  PID         -  MN0592
 MN0592  STATE/COUNTY-  NE/KIMBALL
 MN0592  COUNTRY     -  US
 MN0592  USGS QUAD   -  OWASCO (2017)
 MN0592
 MN0592                         *CURRENT SURVEY CONTROL
 MN0592  ______________________________________________________________________
 MN0592* NAD 83(1995) POSITION- 41 11 31.65918(N) 103 30 36.81326(W)   ADJUSTED
 MN0592* NAVD 88 ORTHO HEIGHT -  1446.    (meters)     4744.    (feet) SCALED
 MN0592  ______________________________________________________________________
 MN0592  GEOID HEIGHT    -        -19.031 (meters)                     GEOID18
 MN0592  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 MN0592  HORZ ORDER      -  THIRD
 MN0592
 MN0592.The horizontal coordinates were established by classical geodetic methods
 MN0592.and adjusted by the National Geodetic Survey in August 1997.
 MN0592
 MN0592.The orthometric height was scaled from a topographic map.
 MN0592
 MN0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0592.GEOID18 height accuracy estimate available here.
 MN0592
 MN0592.Click photographs - Photos may exist for this station.
 MN0592
 MN0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0592
 MN0592. The following values were computed from the NAD 83(1995) position.
 MN0592
 MN0592;                    North         East     Units Scale Factor Converg.
 MN0592;SPC NE       -   156,836.129   205,702.761   MT  0.99967350   -2 19 34.4
 MN0592;SPC NE       -   514,553.20    674,876.48   sFT  0.99967350   -2 19 34.4
 MN0592;UTM  13      - 4,561,155.189   624,929.647   MT  0.99979208   +0 58 52.6
 MN0592
 MN0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0592!SPC NE       -   0.99977627  x   0.99967350  =   0.99944984
 MN0592!UTM  13      -   0.99977627  x   0.99979208  =   0.99956840
 MN0592
 MN0592:                Primary Azimuth Mark                     Grid Az
 MN0592:SPC NE       -  DIX 2                                    265 10 06.3
 MN0592:UTM  13      -  DIX 2                                    261 51 39.3
 MN0592
 MN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2492961155(NAD 83)
 MN0592
 MN0592|---------------------------------------------------------------------|
 MN0592| PID    Reference Object                     Distance      Geod. Az  |
 MN0592|                                                           dddmmss.s |
 MN0592| MN0593 DIX 2                               459.928 METERS 2625031.9 |
 MN0592|---------------------------------------------------------------------|
 MN0592
 MN0592                          SUPERSEDED SURVEY CONTROL
 MN0592
 MN0592  NAD 83(1993)-  41 11 31.65760(N)    103 30 36.81251(W) AD(       ) 3
 MN0592  NAD 83(1986)-  41 11 31.65176(N)    103 30 36.81237(W) AD(       ) 3
 MN0592  NAD 27      -  41 11 31.72026(N)    103 30 35.04049(W) AD(       ) 3
 MN0592
 MN0592.Superseded values are not recommended for survey control.
 MN0592
 MN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0592.See file dsdata.pdf to determine how the superseded data were derived.
 MN0592
 MN0592_MARKER: DZ = AZIMUTH MARK DISK
 MN0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0592_STAMPING: DIX 1934 1960
 MN0592_MARK LOGO: CGS
 MN0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0592+STABILITY: SURFACE MOTION
 MN0592
 MN0592  HISTORY     - Date     Condition        Report By
 MN0592  HISTORY     - 1960     MONUMENTED       CGS
 MN0592  HISTORY     - 1977     GOOD             NGS
 MN0592
 MN0592                          STATION DESCRIPTION
 MN0592
 MN0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0592'THE STATION DIX 2 IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF DIX,
 MN0592'ON A HIGH ROCKY HILL IN SEC. 16, T 54 N, R 14 W, STATE PROPERTY
 MN0592'KNOWN AS A SCHOOL SECTION.
 MN0592'
 MN0592'TO REACH THE STATION FROM THE DIX INTERCHANGE OF INTERSTATE
 MN0592'80, 1.0 MILE SOUTH OF DIX, GO SOUTH ON A SURFACED ROAD FOR 2.0
 MN0592'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 MN0592'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MN0592'
 MN0592'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1934 1960, SET
 MN0592'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 MN0592'INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE
 MN0592'CENTER OF THE GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF A ROAD
 MN0592'BEARING NORTH AND 2 FEET WEST OF A METAL WITNESS POST.
 MN0592'
 MN0592'NEAREST TOWN--DIX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0567 ***********************************************************************
 MN0567  DESIGNATION -  DIX KIMBALL CO COOP ELEVATOR
 MN0567  PID         -  MN0567
 MN0567  STATE/COUNTY-  NE/MORRILL
 MN0567  COUNTRY     -  US
 MN0567  USGS QUAD   -  DIX (2017)
 MN0567
 MN0567                         *CURRENT SURVEY CONTROL
 MN0567  ______________________________________________________________________
 MN0567* NAD 83(1995) POSITION- 41 14 10.60754(N) 103 29 16.14993(W)   ADJUSTED
 MN0567  ______________________________________________________________________
 MN0567  GEOID HEIGHT    -        -19.066 (meters)                     GEOID18
 MN0567  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 MN0567  HORZ ORDER      -  THIRD
 MN0567
 MN0567.The horizontal coordinates were established by classical geodetic methods
 MN0567.and adjusted by the National Geodetic Survey in August 1997.
 MN0567
 MN0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0567.GEOID18 height accuracy estimate available here.
 MN0567
 MN0567.Click photographs - Photos may exist for this station.
 MN0567
 MN0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0567
 MN0567. The following values were computed from the NAD 83(1995) position.
 MN0567
 MN0567;                    North         East     Units Scale Factor Converg.
 MN0567;SPC NE       -   161,657.974   207,777.990   MT  0.99966960   -2 18 40.9
 MN0567;SPC NE       -   530,372.87    681,684.96   sFT  0.99966960   -2 18 40.9
 MN0567;UTM  13      - 4,566,089.353   626,723.412   MT  0.99979764   +0 59 48.9
 MN0567
 MN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2672366089(NAD 83)
 MN0567
 MN0567                          SUPERSEDED SURVEY CONTROL
 MN0567
 MN0567  NAD 83(1993)-  41 14 10.60635(N)    103 29 16.14937(W) AD(       ) 3
 MN0567  NAD 83(1986)-  41 14 10.59959(N)    103 29 16.14803(W) AD(       ) 3
 MN0567  NAD 27      -  41 14 10.67000(N)    103 29 14.37500(W) AD(       ) 3
 MN0567
 MN0567.Superseded values are not recommended for survey control.
 MN0567
 MN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0567.See file dsdata.pdf to determine how the superseded data were derived.
 MN0567
 MN0567_MARKER: 65 = GRAIN ELEVATOR
 MN0567
 MN0567  HISTORY     - Date     Condition        Report By
 MN0567  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0567
 MN0567                          STATION DESCRIPTION
 MN0567
 MN0567'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0568 ***********************************************************************
 MN0568  DESIGNATION -  DIX MUNICIPAL TANK
 MN0568  PID         -  MN0568
 MN0568  STATE/COUNTY-  NE/KIMBALL
 MN0568  COUNTRY     -  US
 MN0568  USGS QUAD   -  DIX (2017)
 MN0568
 MN0568                         *CURRENT SURVEY CONTROL
 MN0568  ______________________________________________________________________
 MN0568* NAD 83(1995) POSITION- 41 14 02.10789(N) 103 29 12.33227(W)   ADJUSTED
 MN0568  ______________________________________________________________________
 MN0568  GEOID HEIGHT    -        -19.068 (meters)                     GEOID18
 MN0568  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 MN0568  HORZ ORDER      -  THIRD
 MN0568
 MN0568.The horizontal coordinates were established by classical geodetic methods
 MN0568.and adjusted by the National Geodetic Survey in August 1997.
 MN0568
 MN0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0568.GEOID18 height accuracy estimate available here.
 MN0568
 MN0568.Click photographs - Photos may exist for this station.
 MN0568
 MN0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0568
 MN0568. The following values were computed from the NAD 83(1995) position.
 MN0568
 MN0568;                    North         East     Units Scale Factor Converg.
 MN0568;SPC NE       -   161,392.480   207,856.222   MT  0.99966980   -2 18 38.4
 MN0568;SPC NE       -   529,501.83    681,941.62   sFT  0.99966980   -2 18 38.4
 MN0568;UTM  13      - 4,565,828.782   626,816.847   MT  0.99979793   +0 59 51.2
 MN0568
 MN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2681665828(NAD 83)
 MN0568
 MN0568                          SUPERSEDED SURVEY CONTROL
 MN0568
 MN0568  NAD 83(1993)-  41 14 02.10659(N)    103 29 12.33173(W) AD(       ) 3
 MN0568  NAD 83(1986)-  41 14 02.10024(N)    103 29 12.33064(W) AD(       ) 3
 MN0568  NAD 27      -  41 14 02.16900(N)    103 29 10.55400(W) AD(       ) 3
 MN0568
 MN0568.Superseded values are not recommended for survey control.
 MN0568
 MN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0568.See file dsdata.pdf to determine how the superseded data were derived.
 MN0568
 MN0568_MARKER: 51 = TANK
 MN0568
 MN0568  HISTORY     - Date     Condition        Report By
 MN0568  HISTORY     - 1934     FIRST OBSERVED   CGS
 MN0568
 MN0568                          STATION DESCRIPTION
 MN0568
 MN0568'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0588 ***********************************************************************
 MN0588  DESIGNATION -  DIX WU MICROWAVE RELAY TOWER
 MN0588  PID         -  MN0588
 MN0588  STATE/COUNTY-  NE/KIMBALL
 MN0588  COUNTRY     -  US
 MN0588  USGS QUAD   -  OWASCO (2017)
 MN0588
 MN0588                         *CURRENT SURVEY CONTROL
 MN0588  ______________________________________________________________________
 MN0588* NAD 83(1995) POSITION- 41 11 35.56969(N) 103 31 49.09438(W)   ADJUSTED
 MN0588  ______________________________________________________________________
 MN0588  GEOID HEIGHT    -        -18.992 (meters)                     GEOID18
 MN0588  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 MN0588  HORZ ORDER      -  THIRD
 MN0588
 MN0588.The horizontal coordinates were established by classical geodetic methods
 MN0588.and adjusted by the National Geodetic Survey in August 1997.
 MN0588
 MN0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0588.GEOID18 height accuracy estimate available here.
 MN0588
 MN0588.Click photographs - Photos may exist for this station.
 MN0588
 MN0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0588
 MN0588. The following values were computed from the NAD 83(1995) position.
 MN0588
 MN0588;                    North         East     Units Scale Factor Converg.
 MN0588;SPC NE       -   157,025.165   204,025.271   MT  0.99967340   -2 20 22.3
 MN0588;SPC NE       -   515,173.40    669,372.91   sFT  0.99967340   -2 20 22.3
 MN0588;UTM  13      - 4,561,247.137   623,243.848   MT  0.99978694   +0 58 05.0
 MN0588
 MN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2324361247(NAD 83)
 MN0588
 MN0588                          SUPERSEDED SURVEY CONTROL
 MN0588
 MN0588  NAD 83(1993)-  41 11 35.56853(N)    103 31 49.09395(W) AD(       ) 3
 MN0588  NAD 83(1986)-  41 11 35.56171(N)    103 31 49.09219(W) AD(       ) 3
 MN0588  NAD 27      -  41 11 35.63000(N)    103 31 47.31600(W) AD(       ) 3
 MN0588
 MN0588.Superseded values are not recommended for survey control.
 MN0588
 MN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0588.See file dsdata.pdf to determine how the superseded data were derived.
 MN0588
 MN0588_MARKER: 45 = MICROWAVE TOWER
 MN0588
 MN0588  HISTORY     - Date     Condition        Report By
 MN0588  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0588
 MN0588                          STATION DESCRIPTION
 MN0588
 MN0588'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0661 ***********************************************************************
 MN0661  CBN         -  This is a Cooperative Base Network Control Station.
 MN0661  PACS        -  This is a Primary Airport Control Station.
 MN0661  DESIGNATION -  DOC SENG
 MN0661  PID         -  MN0661
 MN0661  STATE/COUNTY-  NE/GARDEN
 MN0661  COUNTRY     -  US
 MN0661  USGS QUAD   -  OSHKOSH (2017)
 MN0661
 MN0661                         *CURRENT SURVEY CONTROL
 MN0661  ______________________________________________________________________
 MN0661* NAD 83(2011) POSITION- 41 23 55.68544(N) 102 21 06.23882(W)   ADJUSTED
 MN0661* NAD 83(2011) ELLIP HT-  1010.419 (meters)        (06/27/12)   ADJUSTED
 MN0661* NAD 83(2011) EPOCH   -  2010.00
 MN0661* NAVD 88 ORTHO HEIGHT -  1030.50  (meters)     3380.9   (feet) GPS OBS
 MN0661  ______________________________________________________________________
 MN0661  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MN0661  GEOID HEIGHT    -        -19.677 (meters)                     GEOID93
 MN0661  GEOID HEIGHT    -        -20.046 (meters)                     GEOID18
 MN0661  NAD 83(2011) X  - -1,025,106.276 (meters)                     COMP
 MN0661  NAD 83(2011) Y  - -4,681,250.684 (meters)                     COMP
 MN0661  NAD 83(2011) Z  -  4,196,416.083 (meters)                     COMP
 MN0661  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 MN0661
 MN0661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0661  Standards:
 MN0661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0661  -------------------------------------------------------------------
 MN0661  NETWORK    0.41   1.10           0.19   0.13   0.56     -0.01791349
 MN0661  -------------------------------------------------------------------
 MN0661  Click here for local accuracies and other accuracy information.
 MN0661
 MN0661.This mark is at Garden County Airport (OKS)
 MN0661
 MN0661.The horizontal coordinates were established by GPS observations
 MN0661.and adjusted by the National Geodetic Survey in June 2012.
 MN0661
 MN0661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0661.been affixed to the stable North American tectonic plate. See 
 MN0661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0661
 MN0661.The horizontal coordinates are valid at the epoch date displayed above
 MN0661.which is a decimal equivalence of Year/Month/Day.
 MN0661
 MN0661.The orthometric height was determined by GPS observations and a
 MN0661.high-resolution geoid model.
 MN0661
 MN0661.GPS derived orthometric heights for airport stations designated as
 MN0661.PACS or SACS are published to 2 decimal places.  This maintains
 MN0661.centimeter relative accuracy between the PACS and SACS.  It does
 MN0661.not indicate centimeter accuracy relative to other marks which are
 MN0661.part of the published vertical control network.
 MN0661
 MN0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0661.GEOID18 height accuracy estimate available here.
 MN0661
 MN0661.Click photographs - Photos may exist for this station.
 MN0661
 MN0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0661
 MN0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0661
 MN0661.The ellipsoidal height was determined by GPS observations
 MN0661.and is referenced to NAD 83.
 MN0661
 MN0661. The following values were computed from the NAD 83(2011) position.
 MN0661
 MN0661;                    North         East     Units Scale Factor Converg.
 MN0661;SPC NE       -   176,480.174   303,424.970   MT  0.99966033   -1 33 30.6
 MN0661;SPC NE       -   579,002.04    995,486.76   sFT  0.99966033   -1 33 30.6
 MN0661;UTM  13      - 4,586,414.047   721,385.474   MT  1.00020321   +1 45 07.2
 MN0661
 MN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0661!SPC NE       -   0.99984154  x   0.99966033  =   0.99950192
 MN0661!UTM  13      -   0.99984154  x   1.00020321  =   1.00004472
 MN0661
 MN0661:                Primary Azimuth Mark                     Grid Az
 MN0661:SPC NE       -  DOC SENG AZ MK                           315 11 20.0
 MN0661:UTM  13      -  DOC SENG AZ MK                           311 52 42.2
 MN0661
 MN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2138586414(NAD 83)
 MN0661
 MN0661|---------------------------------------------------------------------|
 MN0661| PID    Reference Object                     Distance      Geod. Az  |
 MN0661|                                                           dddmmss.s |
 MN0661| AB4172 OKS A                               437.245 METERS 2973900.6 |
 MN0661| MN0662 DOC SENG AZ MK                      APPROX. 0.9 KM 3133749.4 |
 MN0661|---------------------------------------------------------------------|
 MN0661
 MN0661                          SUPERSEDED SURVEY CONTROL
 MN0661
 MN0661  NAD 83(2007)-  41 23 55.68530(N)    102 21 06.23960(W) AD(2002.00) 0
 MN0661  ELLIP H (02/10/07) 1010.445  (m)                       GP(2002.00)    
 MN0661  ELLIP H (09/24/01) 1010.435  (m)                       GP(       ) 4 1
 MN0661  NAD 83(1995)-  41 23 55.68488(N)    102 21 06.23952(W) AD(       ) B
 MN0661  ELLIP H (06/25/96) 1010.472  (m)                       GP(       ) 1 1
 MN0661  ELLIP H (01/07/93) 1010.451  (m)                       GP(       ) 4 2
 MN0661  NAD 83(1986)-  41 23 55.68277(N)    102 21 06.24144(W) AD(       ) 1
 MN0661  NGVD 29 (02/23/90) 1029.99   (m)  RAPSU86  model used  GPS OBS        
 MN0661
 MN0661.Superseded values are not recommended for survey control.
 MN0661
 MN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0661.See file dsdata.pdf to determine how the superseded data were derived.
 MN0661
 MN0661_MARKER: F = FLANGE-ENCASED ROD
 MN0661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0661_STAMPING: DOC SENG 1989
 MN0661_MARK LOGO: NGS
 MN0661_PROJECTION: FLUSH
 MN0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0661+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2019
 MN0661_ROD/PIPE-DEPTH: 3.0 meters
 MN0661
 MN0661  HISTORY     - Date     Condition        Report By
 MN0661  HISTORY     - 1989     MONUMENTED       NGS
 MN0661  HISTORY     - 19950818 GOOD             NGS
 MN0661  HISTORY     - 19970731 GOOD             NGS
 MN0661  HISTORY     - 20020820 GOOD             NEDR
 MN0661  HISTORY     - 20160511 GOOD             NEGS
 MN0661  HISTORY     - 20190111 GOOD             NEGS
 MN0661
 MN0661                          STATION DESCRIPTION
 MN0661
 MN0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0661'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE GARDEN
 MN0661'COUNTY AIRPORT LOCATED AT THE JUNCTION OF  STATE HIGHWAY 27 AND US
 MN0661'HIGHWAY 6 AND STATE HIGHWAY 92.  OWNERSHIP--GARDEN COUNTY AIRPORT
 MN0661'AUTHORITY, BOX 110, OSHKOSH, NE 69154.  AIRPORT MANAGER IS ANDY GERNY,
 MN0661'TELEPHONE 308-772-3678.  (A KEY IS REQUIRED AND MAY BE REQUESTED AT
 MN0661'THE TEXACO STATION LOCATED JUST NORTH OF THE AIRPORT).
 MN0661'TO REACH THE STATION FROM THE GATE AT THE OSHKOSH AIRPORT BEACON, JUST
 MN0661'SOUTHWEST OF THE JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 92 AND STATE
 MN0661'HIGHWAY 27, PASS THROUGH THE GATE AND GO SOUTHWEST ALONG THE TAXIWAY
 MN0661'AND APRON FOR 0.46 KM (0.30 MI) TO THE JUNCTION WITH THE RUNWAY AND
 MN0661'THE STATION ON THE RIGHT.
 MN0661'THE STATION IS 15.0 M (49.2 FT) NORTHWEST OF THE TAXIWAY CENTERLINE,
 MN0661'13.7 M (44.9 FT) NORTH-NORTHEAST OF THE RUNWAY CENTERLINE, 10.5 M
 MN0661'(34.4 FT) NORTH-NORTHWEST OF THE CURVED ASPHALT RAMP JOINING THE
 MN0661'RUNWAY AND 2.75 M (9.0 FT) NORTH-NORTHEAST OF A PURPLE TAXIWAY LIGHT.
 MN0661'DESCRIBED BY R.D.BALL.
 MN0661'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0661
 MN0661                          STATION RECOVERY (1995)
 MN0661
 MN0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0661'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHWEST OF LEWELLEN,
 MN0661'AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE OSHKOSH/GARDEN COUNTY AIRPORT
 MN0661'AND AT THE JUNCTION OF A CONNECTOR TAXIWAY AND THE RUNWAY.
 MN0661'OWNERSHIP--GARDEN COUNTY AIRPORT AUTHORITY, RR1, BOX 79, OSHKOSH, NE
 MN0661'69154.  AIRPORT MANAGER IS CLIFTON BUSKE, PHONE (308) 772-4482.  (A
 MN0661'KEY MAY BE REQUIRED AND IS AVAILABLE AT THE TEXACO GAS STATION JUST
 MN0661'NORTH OF THE AIRPORT, GATE IS NOT BEING LOCKED AT THIS TIME).  TO
 MN0661'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE
 MN0661'HIGHWAY 27 SOUTH IN OSHKOSH, GO SOUTH ON STATE HIGHWAY 27 THEN A DIRT
 MN0661'ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE AND GO
 MN0661'SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.3 MI (0.5 KM) TO
 MN0661'THE JUNCTION WITH THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 MN0661'STATION IS 49.1 FT (15.0 M) NORTHWEST OF THE TAXIWAY CENTER, 47.5 FT
 MN0661'(14.5 M) NORTHEAST OF THE RUNWAY CENTER, 25.5 FT (7.8 M)
 MN0661'WEST-NORTHWEST OF A TAXIWAY LIGHT AND 5.8 FT (1.8 M) NORTHEAST OF A
 MN0661'TAXIWAY LIGHT.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 MN0661'APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0661
 MN0661                          STATION RECOVERY (1997)
 MN0661
 MN0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0661'RECOVERED AS DESCRIBED.
 MN0661
 MN0661                          STATION RECOVERY (2002)
 MN0661
 MN0661'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0661'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002 RECOVERED IN GOOD
 MN0661'CONDITION.
 MN0661
 MN0661                          STATION RECOVERY (2016)
 MN0661
 MN0661'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 MN0661'FOUND GOOD
 MN0661
 MN0661                          STATION RECOVERY (2019)
 MN0661
 MN0661'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 MN0661'TO REACH FROM THE INTERCHANGE OF U.S. HIGHWAY 26 AND NEBRASKA HIGHWAY
 MN0661'27 IN OSHKOSH GO SOUTH ON U.S. HIGHWAY 27 APPROXIMATELY O.02 MILE(100
 MN0661'FEET) AND TURN RIGHT (WEST) INTO A PARKING AREA.  CONTINUE SOUTH ALONG
 MN0661'THE EAST SIDE OF THE AIRPORT FOR 0.04 MI (0.06 KM) TO AN AIRPORT GATE.
 MN0661'CONTINUE SOUTH THROUGH THE GATE ONTO A RAMP FOR 0.03 MILE.  TURN RIGHT
 MN0661'(WEST) AND GO 0.05 MI (0.08 KM) TO TAXIWAY.  TURN SOUTHWEST ONTO
 MN0661'TAXIWAY AND GO 0.18 MI (0.29 KM) TO A T INTERSECTION.
 MN0661'
 MN0661'THE STATION IS LOCATED ACROSS THE GRASS MEDIAN AND NEAR THE NORTH EDGE
 MN0661'OF THE MAIN RUNWAY.  THE STATION IS 15.5 FT (4.7 M) EAST-NORTHEAST
 MN0661'FROM THE CENTER OF A CONCRETE BASE (AN ABANDONED RUNWAY LIGHT) WITH A
 MN0661'ROUND STEEL ELECTRICAL WIRING COVER AND 72.7 FT (22.2 M) NORTHWEST OF
 MN0661'A RUNWAY LIGHT.  THE CONCRETE OF A CONNECTING TAXIWAY HAS BEEN
 MN0661'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0662 ***********************************************************************
 MN0662  SACS        -  This is a Secondary Airport Control Station.
 MN0662  DESIGNATION -  DOC SENG AZ MK
 MN0662  PID         -  MN0662
 MN0662  STATE/COUNTY-  NE/GARDEN
 MN0662  COUNTRY     -  US
 MN0662  USGS QUAD   -  OSHKOSH (2017)
 MN0662
 MN0662                         *CURRENT SURVEY CONTROL
 MN0662  ______________________________________________________________________
 MN0662* NAD 83(2011) POSITION- 41 24 15.98317(N) 102 21 34.52011(W)   ADJUSTED
 MN0662* NAD 83(2011) ELLIP HT-  1012.471 (meters)        (06/27/12)   ADJUSTED
 MN0662* NAD 83(2011) EPOCH   -  2010.00
 MN0662* NAVD 88 ORTHO HEIGHT -  1032.55  (meters)     3387.6   (feet) GPS OBS
 MN0662  ______________________________________________________________________
 MN0662  NAVD 88 orthometric height was determined with an earlier geoid model
 MN0662  GEOID HEIGHT    -        -20.040 (meters)                     GEOID18
 MN0662  NAD 83(2011) X  - -1,025,659.794 (meters)                     COMP
 MN0662  NAD 83(2011) Y  - -4,680,707.000 (meters)                     COMP
 MN0662  NAD 83(2011) Z  -  4,196,887.218 (meters)                     COMP
 MN0662  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 MN0662
 MN0662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0662  Standards:
 MN0662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0662  -------------------------------------------------------------------
 MN0662  NETWORK    0.46   1.20           0.21   0.16   0.61     -0.05583990
 MN0662  -------------------------------------------------------------------
 MN0662  Click here for local accuracies and other accuracy information.
 MN0662
 MN0662.This mark is at Garden County Airport (OKS)
 MN0662
 MN0662.The horizontal coordinates were established by GPS observations
 MN0662.and adjusted by the National Geodetic Survey in June 2012.
 MN0662
 MN0662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0662.been affixed to the stable North American tectonic plate. See 
 MN0662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0662
 MN0662.The horizontal coordinates are valid at the epoch date displayed above
 MN0662.which is a decimal equivalence of Year/Month/Day.
 MN0662
 MN0662.The orthometric height was determined by GPS observations and a
 MN0662.high-resolution geoid model.
 MN0662
 MN0662.GPS derived orthometric heights for airport stations designated as
 MN0662.PACS or SACS are published to 2 decimal places.  This maintains
 MN0662.centimeter relative accuracy between the PACS and SACS.  It does
 MN0662.not indicate centimeter accuracy relative to other marks which are
 MN0662.part of the published vertical control network.
 MN0662
 MN0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0662.GEOID18 height accuracy estimate available here.
 MN0662
 MN0662.Click photographs - Photos may exist for this station.
 MN0662
 MN0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0662
 MN0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0662
 MN0662.The ellipsoidal height was determined by GPS observations
 MN0662.and is referenced to NAD 83.
 MN0662
 MN0662. The following values were computed from the NAD 83(2011) position.
 MN0662
 MN0662;                    North         East     Units Scale Factor Converg.
 MN0662;SPC NE       -   177,123.813   302,785.560   MT  0.99966016   -1 33 49.3
 MN0662;SPC NE       -   581,113.71    993,388.96   sFT  0.99966016   -1 33 49.3
 MN0662;UTM  13      - 4,587,020.016   720,709.596   MT  1.00019953   +1 44 49.2
 MN0662
 MN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0662!SPC NE       -   0.99984122  x   0.99966016  =   0.99950143
 MN0662!UTM  13      -   0.99984122  x   1.00019953  =   1.00004071
 MN0662
 MN0662:                Primary Azimuth Mark                     Grid Az
 MN0662:SPC NE       -  DOC SENG                                 135 11 20.0
 MN0662:UTM  13      -  DOC SENG                                 131 52 41.5
 MN0662
 MN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2070987020(NAD 83)
 MN0662
 MN0662|---------------------------------------------------------------------|
 MN0662| PID    Reference Object                     Distance      Geod. Az  |
 MN0662|                                                           dddmmss.s |
 MN0662| MN0661 DOC SENG                            APPROX. 0.9 KM 1333730.7 |
 MN0662|---------------------------------------------------------------------|
 MN0662
 MN0662                          SUPERSEDED SURVEY CONTROL
 MN0662
 MN0662  NAD 83(2007)-  41 24 15.98303(N)    102 21 34.52089(W) AD(2002.00) 0
 MN0662  ELLIP H (02/10/07) 1012.496  (m)                       GP(2002.00)    
 MN0662  ELLIP H (12/31/01) 1012.487  (m)                       GP(       ) 4 2
 MN0662  NAD 83(1995)-  41 24 15.98261(N)    102 21 34.52081(W) AD(       ) 1
 MN0662  ELLIP H (09/17/98) 1012.524  (m)                       GP(       ) 4 2
 MN0662  NAD 83(1995)-  41 24 15.98249(N)    102 21 34.52106(W) AD(       ) 3
 MN0662  ELLIP H (08/18/97) 1012.526  (m)                       GP(       ) 4 1
 MN0662  NAD 83(1993)-  41 24 15.98245(N)    102 21 34.52122(W) AD(       ) 3
 MN0662  ELLIP H (01/07/93) 1012.511  (m)                       GP(       ) 4 2
 MN0662  NAD 83(1986)-  41 24 15.98006(N)    102 21 34.52291(W) AD(       ) 3
 MN0662  NGVD 29 (02/23/90) 1031.95   (m)  RAPSU86  model used  GPS OBS        
 MN0662
 MN0662.Superseded values are not recommended for survey control.
 MN0662
 MN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0662.See file dsdata.pdf to determine how the superseded data were derived.
 MN0662
 MN0662_MARKER: I = METAL ROD
 MN0662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0662_STAMPING: DOC SENG AZ MK 1989
 MN0662_MARK LOGO: NGS
 MN0662_PROJECTION: FLUSH
 MN0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0662+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1997
 MN0662_ROD/PIPE-DEPTH: 9.5 meters
 MN0662_SLEEVE-DEPTH  : 0.9 meters
 MN0662
 MN0662  HISTORY     - Date     Condition        Report By
 MN0662  HISTORY     - 1989     MONUMENTED       NGS
 MN0662  HISTORY     - 19950818 GOOD             NGS
 MN0662  HISTORY     - 19970731 GOOD             NGS
 MN0662
 MN0662                          STATION DESCRIPTION
 MN0662
 MN0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0662'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE GARDEN
 MN0662'COUNTY AIRPORT LOCATED AT THE JUNCTION OF STATE HIGHWAY 27 AND US
 MN0662'HIGHWAY 6 AND STATE HIGHWAY 92.  OWNERSHIP--GARDEN COUNTY AIRPORT
 MN0662'AUTHORITY, BOX 110, OSHKOSH, NE 69154.  AIRPORT MANAGER IS ANDY GERNY,
 MN0662'TELEPHONE 308-772-3678.  (A KEY IS REQUIRED AND MAY BE REQUESTED AT
 MN0662'THE TEXACO STATION LOCATED JUST NORTH OF THE AIRPORT).
 MN0662'TO REACH THE STATION FROM THE GATE AT THE AIRPORT BEACON, JUST
 MN0662'SOUTHWEST OF THE JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 92 AND STATE
 MN0662'HIGHWAY 27, PASS THROUGH THE GATE AND GO SOUTHWEST ALONG THE TAXIWAY
 MN0662'AND APRON FOR 0.46 KM (0.30 MI) TO THE JUNCTION WITH THE RUNWAY.  TURN
 MN0662'RIGHT AND GO NORTHWESTERLY ALONG THE RUNWAY FOR 0.92 KM (0.55 MI) TO
 MN0662'THE STATION ON THE RIGHT, NEAR THE LAST RUNWAY LIGHT.
 MN0662'THE AZIMUTH MARK IS 48.1 M (157.8 FT) WEST-NORTHWEST OF THE RAMP
 MN0662'CENTERLINE, 35.9 M (117.8 FT)  OF THE RAMP CENTERLINE, 15.8 M
 MN0662'(51.8 FT) EAST-SOUTHEAST OF THE RAMP CENTERLINE, 15.1 M (49.5 FT)
 MN0662'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE AND 3.35 M (11.0 FT)
 MN0662'NORTH-NORTHEAST OF A PURPLE RUNWAY LIGHT.
 MN0662'DESCRIBED BY R.D.BALL.
 MN0662'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0662
 MN0662                          STATION RECOVERY (1995)
 MN0662
 MN0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0662'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHWEST OF LEWELLEN,
 MN0662'AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE OSHKOSH/GARDEN COUNTY AIRPORT
 MN0662'AND IN THE GRASS AREA FORMED BY THE TURNAROUND TAXIWAY AT THE APPROACH
 MN0662'END OF RUNWAY 12.  OWNERSHIP--GARDEN COUNTY AIRPORT AUTHORITY, RR1,
 MN0662'BOX 79, OSHKOSH NE 69154.  AIRPORT MANAGER IS CLIFTON BUSKE, PHONE
 MN0662'(308) 772-4482.  (A KEY MAY BE REQUIRED AND IS AVAILABLE AT THE TEXACO
 MN0662'GAS STATION JUST NORTH OF THE AIRPORT, GATE IS NOT BEING LOCKED AT
 MN0662'THIS TIME).  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26
 MN0662'AND STATE HIGHWAY 27 SOUTH IN OSHKOSH, GO SOUTH ON STATE HIGHWAY 27
 MN0662'THEN A DIRT ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE
 MN0662'AND GO SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.3 MI (0.5
 MN0662'KM) TO THE JUNCTION WITH THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON
 MN0662'THE RUNWAY FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.  THE
 MN0662'STATION IS 154.0 FT (46.9 M) NORTHWEST OF THE TAXIWAY CENTER, 119.0 FT
 MN0662'(36.3 M) SOUTHWEST OF THE TAXIWAY CENTER, 56.0 FT (17.1 M) SOUTHEAST
 MN0662'OF THE TAXIWAY CENTER, 49.2 FT (15.0 M) NORTHEAST OF THE RUNWAY CENTER
 MN0662'AND 10.8 FT (3.3 M) NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO BE
 MN0662'USED AS SACS.
 MN0662
 MN0662                          STATION RECOVERY (1997)
 MN0662
 MN0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0662'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0955 ***********************************************************************
 LG0955  DESIGNATION -  DOELL
 LG0955  PID         -  LG0955
 LG0955  STATE/COUNTY-  NE/YORK
 LG0955  COUNTRY     -  US
 LG0955  USGS QUAD   -  HENDERSON (2017)
 LG0955
 LG0955                         *CURRENT SURVEY CONTROL
 LG0955  ______________________________________________________________________
 LG0955* NAD 83(1995) POSITION- 40 48 57.27265(N) 097 48 26.09602(W)   ADJUSTED
 LG0955* NAVD 88 ORTHO HEIGHT -   526.31  (+/-2cm)     1726.7   (feet) VERTCON
 LG0955  ______________________________________________________________________
 LG0955  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 LG0955  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 LG0955  HORZ ORDER      -  SECOND
 LG0955  VERT ORDER      -  THIRD ? (See Below)
 LG0955
 LG0955.The horizontal coordinates were established by classical geodetic methods
 LG0955.and adjusted by the National Geodetic Survey in August 1997.
 LG0955
 LG0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0955
 LG0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0955.GEOID18 height accuracy estimate available here.
 LG0955
 LG0955.The vertical order pertains to the NGVD 29 superseded value.
 LG0955
 LG0955.Click photographs - Photos may exist for this station.
 LG0955
 LG0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0955
 LG0955. The following values were computed from the NAD 83(1995) position.
 LG0955
 LG0955;                    North         East     Units Scale Factor Converg.
 LG0955;SPC NE       -   111,438.307   684,930.193   MT  0.99973055   +1 27 11.3
 LG0955;SPC NE       -   365,610.51  2,247,141.81   sFT  0.99973055   +1 27 11.3
 LG0955;UTM  14      - 4,519,005.975   600,591.848   MT  0.99972454   +0 46 46.9
 LG0955
 LG0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0955!SPC NE       -   0.99992154  x   0.99973055  =   0.99965211
 LG0955!UTM  14      -   0.99992154  x   0.99972454  =   0.99964610
 LG0955
 LG0955:                Primary Azimuth Mark                     Grid Az
 LG0955:SPC NE       -  DOELL AZ MK                              176 51 09.9
 LG0955:UTM  14      -  DOELL AZ MK                              177 31 34.3
 LG0955
 LG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0059119005(NAD 83)
 LG0955
 LG0955|---------------------------------------------------------------------|
 LG0955| PID    Reference Object                     Distance      Geod. Az  |
 LG0955|                                                           dddmmss.s |
 LG0955| CN9174 DOELL AZ MK                                        1781821.2 |
 LG0955| CN9176 DOELL RM 2                                         22925     |
 LG0955| CN9175 DOELL RM 1                                         30059     |
 LG0955|---------------------------------------------------------------------|
 LG0955
 LG0955                          SUPERSEDED SURVEY CONTROL
 LG0955
 LG0955  NAD 83(1986)-  40 48 57.28107(N)    097 48 26.09718(W) AD(       ) 2
 LG0955  NAD 27      -  40 48 57.24031(N)    097 48 24.92593(W) AD(       ) 2
 LG0955  NGVD 29             526.09   (m)         1726.0    (f) LEVELING    3  
 LG0955
 LG0955.Superseded values are not recommended for survey control.
 LG0955
 LG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0955.See file dsdata.pdf to determine how the superseded data were derived.
 LG0955
 LG0955_MARKER: DS = TRIANGULATION STATION DISK
 LG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0955_STAMPING: DOELL 1961
 LG0955_MARK LOGO: NEDR
 LG0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0955+STABILITY: SURFACE MOTION
 LG0955
 LG0955  HISTORY     - Date     Condition        Report By
 LG0955  HISTORY     - 1961     MONUMENTED       NEDR
 LG0955
 LG0955                          STATION DESCRIPTION
 LG0955
 LG0955'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0955'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF U.S. POST OFFICE
 LG0955'IN HENDERSON, IN SEC. 19 T 1O N, R 4 W.
 LG0955'
 LG0955'TO REACH THE STATION FROM POST OFFICE IN HENDERSON, PROCEED NORTH
 LG0955'APPROXIMATELY, 150 FEET TO INTERSECTION, TURN RIGHT AND FOLLOW
 LG0955'PAVED STREET NORTHEAST 0.35 MILES, PAST SCHOOL AND HOSPITAL, TO
 LG0955'INTERSECTION OF STATE HIGHWAY 602.  TURN LEFT (NORTH) AND GO 2.4
 LG0955'MILES TO STATION.
 LG0955'
 LG0955'STATION MARK, A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0955'STAMPED DOELL 1961 IS 17.6 FEET EAST TO CENTERLINE OF STATE HIGHWAY
 LG0955'602, STEEL WITNESS POST IS 42.2 FEET WEST, CENTERLINE OF FARM
 LG0955'ENTRANCE DRIVE ON EAST SIDE OF HIGHWAY 602 IS 85.0 FEET SOUTH.
 LG0955'STATION IS 0.5 FEET BELOW GROUND ELEVATION.
 LG0955'
 LG0955'REFERENCE MARK 1 A STANDARD DEPARTMENT OF ROADS REFERENCE MARK DISK,
 LG0955'STAMPED DOELL R.M. 1 IS 59.0 FEET WEST OF CENTERLINE OF HIGHWAY
 LG0955'602, 0.8 FEET EAST OF WEST R.O.W. FENCE, 48.0 FEET NORTH OF
 LG0955'CENTERLINE OF FARM ENTRANCE DRIVE EAST SIDE OF HIGHWAY 602, AND
 LG0955'36.4 FEET SOUTH OF STEEL WITNESS POST.  PROJECTS 0.2 FEET ABOVE
 LG0955'GROUND ELEVATION.
 LG0955'
 LG0955'REFERENCE MARK 2 A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LG0955'DISK, STAMPED DOELL R.M. 2, IS 59.0 FEET WEST OF CENTERLINE
 LG0955'OF HIGHWAY 1.2 FEET EAST OF WEST R.O.W. FENCE, 24.2 FEET NORTH
 LG0955'OF STEEL WITNESS POST.  PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0955'
 LG0955'AZIMUTH MARK IS REACHED BY PROCEEDING 0.4 MILES SOUTH ALONG HIGHWAY
 LG0955'602.
 LG0955'
 LG0955'AZIMUTH MARK, A DEPARTMENT OF ROADS AZIMUTH MARK, STAMPED DOELL 1961,
 LG0955'IS 1.9 FEET WEST OF STEEL WITNESS POST, AND 28.4 FEET SOUTHWEST OF
 LG0955'SOUTHWEST CORNER OF IRRIGATION WELL HOUSE.  SET FLUSH WITH
 LG0955'GROUND ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1153 ***********************************************************************
 LH1153  DESIGNATION -  DONIPHAN
 LH1153  PID         -  LH1153
 LH1153  STATE/COUNTY-  NE/HALL
 LH1153  COUNTRY     -  US
 LH1153  USGS QUAD   -  ALDA (2017)
 LH1153
 LH1153                         *CURRENT SURVEY CONTROL
 LH1153  ______________________________________________________________________
 LH1153* NAD 83(1995) POSITION- 40 46 09.66448(N) 098 22 41.48577(W)   ADJUSTED
 LH1153* NAVD 88 ORTHO HEIGHT -   594.24  (+/-2cm)     1949.6   (feet) VERTCON
 LH1153  ______________________________________________________________________
 LH1153  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 LH1153  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 LH1153  HORZ ORDER      -  SECOND
 LH1153  VERT ORDER      -  THIRD ? (See Below)
 LH1153
 LH1153.The horizontal coordinates were established by classical geodetic methods
 LH1153.and adjusted by the National Geodetic Survey in August 1997.
 LH1153
 LH1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1153
 LH1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1153.GEOID18 height accuracy estimate available here.
 LH1153
 LH1153.The vertical order pertains to the NGVD 29 superseded value.
 LH1153
 LH1153.Click photographs - Photos may exist for this station.
 LH1153
 LH1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1153
 LH1153. The following values were computed from the NAD 83(1995) position.
 LH1153
 LH1153;                    North         East     Units Scale Factor Converg.
 LH1153;SPC NE       -   105,208.090   636,882.250   MT  0.99974057   +1 04 29.2
 LH1153;SPC NE       -   345,170.21  2,089,504.52   sFT  0.99974057   +1 04 29.2
 LH1153;UTM  14      - 4,513,339.331   552,477.160   MT  0.99963389   +0 24 21.8
 LH1153
 LH1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1153!SPC NE       -   0.99991073  x   0.99974057  =   0.99965132
 LH1153!UTM  14      -   0.99991073  x   0.99963389  =   0.99954465
 LH1153
 LH1153:                Primary Azimuth Mark                     Grid Az
 LH1153:SPC NE       -  DONIPHAN AZ MK                           183 42 08.3
 LH1153:UTM  14      -  DONIPHAN AZ MK                           184 22 15.7
 LH1153
 LH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5247713339(NAD 83)
 LH1153
 LH1153|---------------------------------------------------------------------|
 LH1153| PID    Reference Object                     Distance      Geod. Az  |
 LH1153|                                                           dddmmss.s |
 LH1153| CN9178 DONIPHAN RM 1                        20.614 METERS 04122     |
 LH1153| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 0.8 KM 0555603.6 |
 LH1153| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.13.4 KM 1820308.9 |
 LH1153| CN9177 DONIPHAN AZ MK                                     1844637.5 |
 LH1153| CN9179 DONIPHAN RM 2                        22.686 METERS 18825     |
 LH1153| LH1150 DONIPHAN 2                           40.285 METERS 29120     |
 LH1153|---------------------------------------------------------------------|
 LH1153
 LH1153                          SUPERSEDED SURVEY CONTROL
 LH1153
 LH1153  NAD 83(1986)-  40 46 09.67214(N)    098 22 41.48708(W) AD(       ) 2
 LH1153  NAD 27      -  40 46 09.62200(N)    098 22 40.26600(W) AD(       ) 2
 LH1153  NGVD 29             594.00   (m)         1948.8    (f) LEVELING    3  
 LH1153
 LH1153.Superseded values are not recommended for survey control.
 LH1153
 LH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1153.See file dsdata.pdf to determine how the superseded data were derived.
 LH1153
 LH1153_MARKER: DS = TRIANGULATION STATION DISK
 LH1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1153_STAMPING: DONIPHAN 1950
 LH1153_MARK LOGO: CGS
 LH1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1153+STABILITY: SURFACE MOTION
 LH1153
 LH1153  HISTORY     - Date     Condition        Report By
 LH1153  HISTORY     - 1950     MONUMENTED       CGS
 LH1153  HISTORY     - 1959     GOOD             CGS
 LH1153  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LH1153
 LH1153                          STATION DESCRIPTION
 LH1153
 LH1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1153'STATION IS LOCATED ABOUT 11 MILES SOUTH SOUTHWEST OF GRAND ISLAND
 LH1153'AND 1/2 MILE SOUTHWEST OF DONIPHAN AT THE SOUTH END OF A TRIANGLE
 LH1153'FORMED BY THE CURVE OF U.S. HIGHWAY 281 AND GRAVEL CROSSROADS.
 LH1153'STATION IS 68 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 281
 LH1153'AND 61 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD.
 LH1153'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LH1153'DONIPHAN 1950.
 LH1153'
 LH1153'REFERENCE MARK NO. 1 IS 51 FEET WEST OF THE CENTERLINE OF HIGHWAY.
 LH1153'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DONIPHAN
 LH1153'NO 1 1950.
 LH1153'
 LH1153'REFERENCE MARK NO. 2 IS 50 FEET EAST OF THE APPROXIMATE CENTERLINE
 LH1153'OF GRAVEL ROAD AND 45 FEET WEST OF THE CENTERLINE OF HIGHWAY.  THE
 LH1153'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DONIPHAN NO 2
 LH1153'1950.
 LH1153'
 LH1153'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF HIGHWAY, 5 FEET
 LH1153'EAST OF FENCE AND WITNESS POST AND 2 FEET NORTHWEST OF TELEPHONE
 LH1153'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LH1153'DONIPHAN 1950.
 LH1153'
 LH1153'TO REACH FROM THE RAILROAD DEPOT IN DONIPHAN GO WEST AND SOUTH ON
 LH1153'U.S. HIGHWAY 281 FOR 0.55 MILE TO STATION ON RIGHT IN ROAD TRIANGLE
 LH1153'AS DESCRIBED.  CONTINUE SOUTH FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT
 LH1153'OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 LH1153'
 LH1153'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1153
 LH1153                          STATION RECOVERY (1959)
 LH1153
 LH1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1153'STATION IS LOCATED IN THE NORTHWEST CORNER, NW 1/4 SEC 8, T 9 N,
 LH1153'R 9 W. DONIPHAN TOWNSHIP.
 LH1153'
 LH1153'STATION WAS RECOVERED AS DESCRIBED IN 1950 AND ALL MARKS ARE IN
 LH1153'GOOD CONDITION.
 LH1153
 LH1153                          STATION RECOVERY (1961)
 LH1153
 LH1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LH1153'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1153'RECOVERED AS DESCRIBED EXCEPT THE AZIMUTH MARK WHERE THE TOP PART
 LH1153'OF THE DISK HAD BEEN SHEARED OFF.  THE AZIMUTH MARK WAS REPAIRED BY
 LH1153'PLACING A NEW DISK IN THE SAME HOLE.  STATION AND REFERENCE MARKS
 LH1153'WERE MOVED BECAUSE OF ROAD CONSTRUCTION ALONG U.S. HIGHWAY 281.
 LH1153'FOR DETAILS, SEE THE DESCRIPTION OF STATION DONIPHAN 2 1961.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1150 ***********************************************************************
 LH1150  DESIGNATION -  DONIPHAN 2
 LH1150  PID         -  LH1150
 LH1150  STATE/COUNTY-  NE/HALL
 LH1150  COUNTRY     -  US
 LH1150  USGS QUAD   -  ALDA (2017)
 LH1150
 LH1150                         *CURRENT SURVEY CONTROL
 LH1150  ______________________________________________________________________
 LH1150* NAD 83(1995) POSITION- 40 46 10.13968(N) 098 22 43.08577(W)   NO CHECK
 LH1150* NAVD 88 ORTHO HEIGHT -   594.664 (meters)     1950.99  (feet) ADJUSTED
 LH1150  ______________________________________________________________________
 LH1150  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 LH1150  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 LH1150  DYNAMIC HEIGHT  -        594.343 (meters)     1949.94  (feet) COMP
 LH1150  MODELED GRAVITY -    980,066.0   (mgal)                       NAVD 88
 LH1150
 LH1150  HORZ ORDER      -  SECOND
 LH1150  VERT ORDER      -  FIRST     CLASS II
 LH1150
 LH1150.The horizontal coordinates were established by classical geodetic methods
 LH1150.and adjusted by the National Geodetic Survey in August 1997.
 LH1150
 LH1150.No horizontal observational check was made to the station.
 LH1150
 LH1150.The orthometric height was determined by differential leveling and
 LH1150.adjusted by the NATIONAL GEODETIC SURVEY
 LH1150.in May 1993.
 LH1150
 LH1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1150.GEOID18 height accuracy estimate available here.
 LH1150
 LH1150.Click photographs - Photos may exist for this station.
 LH1150
 LH1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1150
 LH1150.The dynamic height is computed by dividing the NAVD 88
 LH1150.geopotential number by the normal gravity value computed on the
 LH1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1150.degrees latitude (g = 980.6199 gals.).
 LH1150
 LH1150.The modeled gravity was interpolated from observed gravity values.
 LH1150
 LH1150. The following values were computed from the NAD 83(1995) position.
 LH1150
 LH1150;                    North         East     Units Scale Factor Converg.
 LH1150;SPC NE       -   105,222.039   636,844.468   MT  0.99974054   +1 04 28.1
 LH1150;SPC NE       -   345,215.97  2,089,380.56   sFT  0.99974054   +1 04 28.1
 LH1150;UTM  14      - 4,513,353.718   552,439.548   MT  0.99963385   +0 24 20.8
 LH1150
 LH1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1150!SPC NE       -   0.99991066  x   0.99974054  =   0.99965123
 LH1150!UTM  14      -   0.99991066  x   0.99963385  =   0.99954455
 LH1150
 LH1150:                Primary Azimuth Mark                     Grid Az
 LH1150:SPC NE       -  DONIPHAN 2 AZ MK                         003 12 01.3
 LH1150:UTM  14      -  DONIPHAN 2 AZ MK                         003 52 08.6
 LH1150
 LH1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5243913353(NAD 83)
 LH1150
 LH1150|---------------------------------------------------------------------|
 LH1150| PID    Reference Object                     Distance      Geod. Az  |
 LH1150|                                                           dddmmss.s |
 LH1150| LH1475 DONIPHAN 2 AZ MK                                   0041629.4 |
 LH1150| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 0.8 KM 0581025.1 |
 LH1150| LH1153 DONIPHAN                             40.285 METERS 11120     |
 LH1150| CN9177 DONIPHAN AZ MK                                     1783901.5 |
 LH1150| LH1491 DONIPHAN 2 RM 4                       6.736 METERS 18046     |
 LH1150| LH1490 DONIPHAN 2 RM 3                       9.519 METERS 35955     |
 LH1150|---------------------------------------------------------------------|
 LH1150
 LH1150                          SUPERSEDED SURVEY CONTROL
 LH1150
 LH1150  NAD 83(1986)-  40 46 10.14734(N)    098 22 43.08710(W) AD(       ) 2
 LH1150  NAD 27      -  40 46 10.09700(N)    098 22 41.86600(W) AD(       ) 2
 LH1150  NGVD 29 (02/14/92)  594.424  (m)         1950.21   (f) ADJUSTED    1 2
 LH1150
 LH1150.Superseded values are not recommended for survey control.
 LH1150
 LH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1150.See file dsdata.pdf to determine how the superseded data were derived.
 LH1150
 LH1150_MARKER: DS = TRIANGULATION STATION DISK
 LH1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1150_STAMPING: DONIPHAN 2 1961
 LH1150_MARK LOGO: CGS
 LH1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1150+STABILITY: SURFACE MOTION
 LH1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1150+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 LH1150
 LH1150  HISTORY     - Date     Condition        Report By
 LH1150  HISTORY     - 1961     MONUMENTED       CGS
 LH1150  HISTORY     - 1961     GOOD             CGS
 LH1150  HISTORY     - 1968     GOOD             CGS
 LH1150  HISTORY     - 1976     GOOD             NGS
 LH1150  HISTORY     - 19910924 GOOD             NGS
 LH1150  HISTORY     - 20060511 GOOD             USGS
 LH1150
 LH1150                          STATION DESCRIPTION
 LH1150
 LH1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LH1150'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF GRAND ISLAND
 LH1150'AND 1/2 MILE SOUTHWEST OF THE SMALL TOWN OF DONIPHAN, ABOUT 100
 LH1150'YARDS SOUTH OF THE JUNCTION OF NEW U.S. HIGHWAY 281 AND A
 LH1150'HARD-SURFACED ROAD LEADING EAST TO THE TOWN OF DONIPHAN, 60 FEET
 LH1150'WEST OF THE CENTERLINE OF U.S. HIGHWAY 281, 34 FEET SOUTH OF A
 LH1150'TELEPHONE POLE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.
 LH1150'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DONIPHAN 2
 LH1150'1961.
 LH1150'
 LH1150'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DONIPHAN, GO WEST
 LH1150'ON A HARD-SURFACED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 281.  TURN LEFT
 LH1150'AND GO SOUTH ON U.S. HIGHWAY 281 FOR 0.05 MILE TO THE STATION ON
 LH1150'THE RIGHT JUST SOUTH OF FARM BUILDINGS.
 LH1150'
 LH1150'REFERENCE MARK NO. 3 IS 60 FEET WEST OF THE CENTERLINE OF U.S.
 LH1150'HIGHWAY 281 AND 2.5 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 LH1150'PROJECTS 6 INCHES AND THE DISK IS STAMPED DONIPHAN 2 NO 3 1961.
 LH1150'
 LH1150'REFERENCE MARK NO. 4 IS 60 FEET WEST OF THE CENTERLINE OF U.S.
 LH1150'HIGHWAY 281.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LH1150'DONIPHAN 2 NO 4 1961.
 LH1150'
 LH1150'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 43 FEET SOUTH OF A
 LH1150'TELEPHONE POLE, 35 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 281,
 LH1150'6 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST, AND 6 FEET EAST OF
 LH1150'A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LH1150'DONIPHAN 1950.
 LH1150'
 LH1150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LH1150
 LH1150                          STATION RECOVERY (1961)
 LH1150
 LH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LH1150'RECOVERED IN GOOD CONDITION.
 LH1150
 LH1150                          STATION RECOVERY (1968)
 LH1150
 LH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1150'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 LH1150'WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION AND FOUND IN
 LH1150'GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD
 LH1150'CONSTRUCTION ON U.S. HIGHWAY 281 AND THE MARK WAS FOUND WITH TOP
 LH1150'BROKEN OFF AND THE DISK WAS GONE.  THE 1961 TO REACH THE STATION
 LH1150'WAS ADEQUATE FOR RECOVERY.
 LH1150'
 LH1150'DUE TO ADVERSE WEATHER CONDITIONS THE REFERENCE MARKS WERE NOT
 LH1150'MEASURED OR OBSERVED ON.
 LH1150'
 LH1150'THE STATION MARK AND THE REFERENCE MARKS ARE UNDER A NORTH-SOUTH
 LH1150'FENCE.  REFERENCE MARK NO. 3 IS 1.5 FEET NORTH OF A RIGHT-OF-WAY
 LH1150'POST.
 LH1150'
 LH1150'A NEW AZIMUTH MARK WAS SET.
 LH1150'
 LH1150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LH1150'HIGHWAY 281 FOR 0.5 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE
 LH1150'RIGHT.
 LH1150'
 LH1150'AZIMUTH MARK, A STANDARD DISK STAMPED DONIPHAN 2 1961 1968, IS SET
 LH1150'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LH1150'152.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 36 FEET
 LH1150'SOUTH OF THE CENTER OF THE DRIVEWAY, 2 FEET SOUTH-SOUTHWEST OF A
 LH1150'CONCRETE RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A METAL WITNESS POST,
 LH1150'AND 1 FOOT WEST OF A FENCE.
 LH1150'
 LH1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1/2 MILE
 LH1150'SOUTHWEST OF DONIPHAN.
 LH1150
 LH1150                          STATION RECOVERY (1976)
 LH1150
 LH1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH1150'STATION, AND AZIMUTH FOUND IN GOOD CONDITION.
 LH1150'
 LH1150'NEAREST TOWN--DONIPHAN.
 LH1150
 LH1150                          STATION RECOVERY (1991)
 LH1150
 LH1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1150'16.2 KM (10.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 LH1150'JUNCTION OF U.S. HIGHWAY 30 IN GRAND ISLAND, 169.8 M (557.1 FT)
 LH1150'SOUTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING TO DONIPHAN,
 LH1150'18.0 M (59.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 LH1150'SOUTHBOUND LANES OF THE HIGHWAY, 17.2 M (56.4 FT) SOUTHWEST OF A
 LH1150'UTILITY LIGHT POLE, 6.5 M (21.3 FT) NORTH OF REFERENCE MARK 4, 0.5 M
 LH1150'(1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LH1150'GROUND SURFACE.
 LH1150
 LH1150                          STATION RECOVERY (2006)
 LH1150
 LH1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1475 ***********************************************************************
 LH1475  DESIGNATION -  DONIPHAN 2 AZ MK
 LH1475  PID         -  LH1475
 LH1475  STATE/COUNTY-  NE/HALL
 LH1475  COUNTRY     -  US
 LH1475  USGS QUAD   -  ALDA (2017)
 LH1475
 LH1475                         *CURRENT SURVEY CONTROL
 LH1475  ______________________________________________________________________
 LH1475* NAD 83(1986) POSITION- 40 46 36.92   (N) 098 22 40.45   (W)   HD_HELD1
 LH1475* NAVD 88 ORTHO HEIGHT -   592.422 (meters)     1943.64  (feet) ADJUSTED
 LH1475  ______________________________________________________________________
 LH1475  GEOID HEIGHT    -        -25.094 (meters)                     GEOID18
 LH1475  DYNAMIC HEIGHT  -        592.103 (meters)     1942.59  (feet) COMP
 LH1475  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 LH1475
 LH1475  VERT ORDER      -  FIRST     CLASS II
 LH1475
 LH1475.The horizontal coordinates were determined by differentially corrected
 LH1475.hand held GPS observations or other comparable positioning techniques
 LH1475.and have an estimated accuracy of +/- 3 meters.
 LH1475
 LH1475.The orthometric height was determined by differential leveling and
 LH1475.adjusted by the NATIONAL GEODETIC SURVEY
 LH1475.in May 1993.
 LH1475
 LH1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1475.GEOID18 height accuracy estimate available here.
 LH1475
 LH1475.Click photographs - Photos may exist for this station.
 LH1475
 LH1475.The dynamic height is computed by dividing the NAVD 88
 LH1475.geopotential number by the normal gravity value computed on the
 LH1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1475.degrees latitude (g = 980.6199 gals.).
 LH1475
 LH1475.The modeled gravity was interpolated from observed gravity values.
 LH1475
 LH1475;                    North         East    Units  Estimated Accuracy
 LH1475;SPC NE       -   106,048.9     636,890.8     MT  (+/- 3 meters HH1 GPS) 
 LH1475
 LH1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5249514179(NAD 83)
 LH1475
 LH1475                          SUPERSEDED SURVEY CONTROL
 LH1475
 LH1475  NGVD 29 (02/14/92)  592.183  (m)         1942.85   (f) ADJUSTED    1 2
 LH1475
 LH1475.Superseded values are not recommended for survey control.
 LH1475
 LH1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1475.See file dsdata.pdf to determine how the superseded data were derived.
 LH1475
 LH1475_MARKER: DZ = AZIMUTH MARK DISK
 LH1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1475_STAMPING: DONIPHAN 2 1961 1968
 LH1475_MARK LOGO: CGS
 LH1475_PROJECTION: FLUSH
 LH1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1475+STABILITY: SURFACE MOTION
 LH1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1475+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 LH1475
 LH1475  HISTORY     - Date     Condition        Report By
 LH1475  HISTORY     - 1968     MONUMENTED       CGS
 LH1475  HISTORY     - 19910926 GOOD             NGS
 LH1475  HISTORY     - 20190813 GOOD             NE-109
 LH1475
 LH1475                          STATION DESCRIPTION
 LH1475
 LH1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1475'15.5 KM (9.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1475'OF U.S. HIGHWAY 30 IN GRAND ISLAND, 151.0 M (495.4 FT) SOUTH OF THE
 LH1475'CENTER OF A ROAD LEADING TO NEBRASKA MACHINERY, 76.5 M (251.0 FT)
 LH1475'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 24.7 M (81.0 FT)
 LH1475'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.5 M
 LH1475'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 LH1475'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH1475
 LH1475                          STATION RECOVERY (2019)
 LH1475
 LH1475'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1475'MONUMENT IS 1.45 FT (0.4 M) SOUTH OF A 'U' IRON POST WITH SURVEY
 LH1475'MARKER NEARBY SIGN AND 2.3 FT (0.7 M) SOUTHWEST OF A CONCRETE ROW
 LH1475'MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1146 ***********************************************************************
 LH1146  DESIGNATION -  DONIPHAN CHIMNEY
 LH1146  PID         -  LH1146
 LH1146  STATE/COUNTY-  NE/HALL
 LH1146  COUNTRY     -  US
 LH1146  USGS QUAD   -  DONIPHAN (2017)
 LH1146
 LH1146                         *CURRENT SURVEY CONTROL
 LH1146  ______________________________________________________________________
 LH1146* NAD 83(1995) POSITION- 40 46 37.63561(N) 098 22 06.33787(W)   ADJUSTED
 LH1146  ______________________________________________________________________
 LH1146  GEOID HEIGHT    -        -25.106 (meters)                     GEOID18
 LH1146  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 LH1146  HORZ ORDER      -  THIRD
 LH1146
 LH1146.The horizontal coordinates were established by classical geodetic methods
 LH1146.and adjusted by the National Geodetic Survey in August 1997.
 LH1146
 LH1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1146.GEOID18 height accuracy estimate available here.
 LH1146
 LH1146.Click photographs - Photos may exist for this station.
 LH1146
 LH1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1146
 LH1146. The following values were computed from the NAD 83(1995) position.
 LH1146
 LH1146;                    North         East     Units Scale Factor Converg.
 LH1146;SPC NE       -   106,086.044   637,689.907   MT  0.99973885   +1 04 52.5
 LH1146;SPC NE       -   348,050.63  2,092,154.30   sFT  0.99973885   +1 04 52.5
 LH1146;UTM  14      - 4,514,207.707   553,294.923   MT  0.99963496   +0 24 45.0
 LH1146
 LH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5329414207(NAD 83)
 LH1146
 LH1146                          SUPERSEDED SURVEY CONTROL
 LH1146
 LH1146  NAD 83(1986)-  40 46 37.64308(N)    098 22 06.33725(W) AD(       ) 3
 LH1146  NAD 27      -  40 46 37.58500(N)    098 22 05.09200(W) AD(       ) 3
 LH1146  USSD        -  40 46 37.66100(N)    098 22 05.10500(W) AD(       ) 3
 LH1146
 LH1146.Superseded values are not recommended for survey control.
 LH1146
 LH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1146.See file dsdata.pdf to determine how the superseded data were derived.
 LH1146
 LH1146_MARKER: 85 = CHIMNEY
 LH1146
 LH1146  HISTORY     - Date     Condition        Report By
 LH1146  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1146
 LH1146                          STATION DESCRIPTION
 LH1146
 LH1146'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1143 ***********************************************************************
 LH1143  DESIGNATION -  DONIPHAN MUNICIPAL TANK
 LH1143  PID         -  LH1143
 LH1143  STATE/COUNTY-  NE/HALL
 LH1143  COUNTRY     -  US
 LH1143  USGS QUAD   -  DONIPHAN (2017)
 LH1143
 LH1143                         *CURRENT SURVEY CONTROL
 LH1143  ______________________________________________________________________
 LH1143* NAD 83(1995) POSITION- 40 46 24.64554(N) 098 22 12.34039(W)   ADJUSTED
 LH1143  ______________________________________________________________________
 LH1143  GEOID HEIGHT    -        -25.106 (meters)                     GEOID18
 LH1143  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LH1143  HORZ ORDER      -  THIRD
 LH1143
 LH1143.The horizontal coordinates were established by classical geodetic methods
 LH1143.and adjusted by the National Geodetic Survey in August 1997.
 LH1143
 LH1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1143.GEOID18 height accuracy estimate available here.
 LH1143
 LH1143.Click photographs - Photos may exist for this station.
 LH1143
 LH1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1143
 LH1143. The following values were computed from the NAD 83(1995) position.
 LH1143
 LH1143;                    North         East     Units Scale Factor Converg.
 LH1143;SPC NE       -   105,682.859   637,556.765   MT  0.99973965   +1 04 48.5
 LH1143;SPC NE       -   346,727.85  2,091,717.49   sFT  0.99973965   +1 04 48.5
 LH1143;UTM  14      - 4,513,806.146   553,157.098   MT  0.99963478   +0 24 41.0
 LH1143
 LH1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5315713806(NAD 83)
 LH1143
 LH1143                          SUPERSEDED SURVEY CONTROL
 LH1143
 LH1143  NAD 83(1986)-  40 46 24.65304(N)    098 22 12.34151(W) AD(       ) 3
 LH1143  NAD 27      -  40 46 24.60500(N)    098 22 11.11800(W) AD(       ) 3
 LH1143
 LH1143.Superseded values are not recommended for survey control.
 LH1143
 LH1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1143.See file dsdata.pdf to determine how the superseded data were derived.
 LH1143
 LH1143_MARKER: 53 = ELEVATED TANK
 LH1143
 LH1143  HISTORY     - Date     Condition        Report By
 LH1143  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1143  HISTORY     - 1959     GOOD             CGS
 LH1143  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 LH1143
 LH1143                          STATION DESCRIPTION
 LH1143
 LH1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1143'THE STATION IS LOCATED 1 BLOCK NORTH OF THE BUSINESS DISTRICT
 LH1143'IN DONIPHAN, 150 FEET WEST OF A NORTH-SOUTH STREET AND 125
 LH1143'FEET NORTH OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED
 LH1143'STEEL STRUCTURE SUPPORTING A TANK ON TOP AND HAS AN
 LH1143'OVERALL HEIGHT OF 100 FEET.
 LH1143'
 LH1143'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 LH1143
 LH1143                          STATION RECOVERY (1959)
 LH1143
 LH1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1143'RECOVERED AS DESCRIBED IN 1950.  1950 DESCRIPTION IS ADEQUATE.
 LH1143
 LH1143                          STATION RECOVERY (2003)
 LH1143
 LH1143'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1143'STATION NOT FOUND. SITE LOCATED. WATER TANK NO LONGER EXISTS. TANK WAS
 LH1143'TORN DOWN IN 1992 AND A NEW TANK BUILT AT A NEW LOCATION IN THE TOWN.
 LH1143'THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0775 ***********************************************************************
 LG0775  DESIGNATION -  DORCHESTER MUNICIPAL TANK
 LG0775  PID         -  LG0775
 LG0775  STATE/COUNTY-  NE/SALINE
 LG0775  COUNTRY     -  US
 LG0775  USGS QUAD   -  DORCHESTER (2017)
 LG0775
 LG0775                         *CURRENT SURVEY CONTROL
 LG0775  ______________________________________________________________________
 LG0775* NAD 83(1995) POSITION- 40 38 47.13736(N) 097 06 51.27820(W)   ADJUSTED
 LG0775  ______________________________________________________________________
 LG0775  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 LG0775  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 LG0775  HORZ ORDER      -  THIRD
 LG0775
 LG0775.The horizontal coordinates were established by classical geodetic methods
 LG0775.and adjusted by the National Geodetic Survey in August 1997.
 LG0775
 LG0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0775.GEOID18 height accuracy estimate available here.
 LG0775
 LG0775.Click photographs - Photos may exist for this station.
 LG0775
 LG0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0775
 LG0775. The following values were computed from the NAD 83(1995) position.
 LG0775
 LG0775;                    North         East     Units Scale Factor Converg.
 LG0775;SPC NE       -    94,349.208   743,985.012   MT  0.99977015   +1 54 44.6
 LG0775;SPC NE       -   309,544.03  2,440,890.83   sFT  0.99977015   +1 54 44.6
 LG0775;UTM  14      - 4,501,217.805   659,443.860   MT  0.99991292   +1 13 43.0
 LG0775
 LG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5944301217(NAD 83)
 LG0775
 LG0775                          SUPERSEDED SURVEY CONTROL
 LG0775
 LG0775  NAD 83(1986)-  40 38 47.14503(N)    097 06 51.27846(W) AD(       ) 3
 LG0775  NAD 27      -  40 38 47.13100(N)    097 06 50.14100(W) AD(       ) 3
 LG0775
 LG0775.Superseded values are not recommended for survey control.
 LG0775
 LG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0775.See file dsdata.pdf to determine how the superseded data were derived.
 LG0775
 LG0775_MARKER: 53 = ELEVATED TANK
 LG0775_MARK LOGO: CGS
 LG0775
 LG0775  HISTORY     - Date     Condition        Report By
 LG0775  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0775  HISTORY     - 1935     GOOD             CGS
 LG0775  HISTORY     - 1947     GOOD             CGS
 LG0775  HISTORY     - 1976     GOOD             NGS
 LG0775  HISTORY     - 19820915 GOOD             NGS
 LG0775  HISTORY     - 20030815 GOOD             USPSQD
 LG0775
 LG0775                          STATION DESCRIPTION
 LG0775
 LG0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0775'OBJECT OBSERVED UPON WAS FINIAL OF SILVER TANK IN SOUTHWEST PART
 LG0775'OF TOWN OF DORCHESTER.  IT IS ABOUT 90 FEET TALL AND IS SOURCE OF
 LG0775'MUNICIPAL WATER SUPPLY.
 LG0775'
 LG0775'OBSERVED UPON FROM STATIONS CLARK, ZALESKY, EARNEST, FRIEND, AND
 LG0775'BEAVER.
 LG0775
 LG0775                          STATION RECOVERY (1935)
 LG0775
 LG0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0775'RECOVERED IN GOOD CONDITION.
 LG0775
 LG0775                          STATION RECOVERY (1947)
 LG0775
 LG0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0775'THE STATION IS THE MUNICIPAL WATER TANK OF THE TOWN OF DORCHESTER,
 LG0775'LOCATED JUST WEST OF MAIN STREET.  IT IS A FOUR LEGGED STEEL
 LG0775'STRUCTURE ABOUT 125 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED
 LG0775'ALUMINUM.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 LG0775'
 LG0775'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0775
 LG0775                          STATION RECOVERY (1976)
 LG0775
 LG0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0775'THIS STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LG0775'DESCRIBED WITH THE EXCEPTION THE TANK IS PAINTED BLACK AND WHITE.
 LG0775'A SENIOR CITIZEN IN THE TOWN OF DORCHESTER, STATED THIS WAS THE
 LG0775'ORIGINAL TANK.
 LG0775'
 LG0775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DORCHESTER.
 LG0775
 LG0775                          STATION RECOVERY (1982)
 LG0775
 LG0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG0775'RECOVERED IN GOOD CONDITION.
 LG0775
 LG0775                          STATION RECOVERY (2003)
 LG0775
 LG0775'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0775'STATION FOUND GOOD. STATION IS 0.2 MILE NORTH OF NEBR STATE HIGHWAY
 LG0775'33. STATION IS EAST OF FRANKLIN AVE., WEST OF WASHINGTON AVE., AND
 LG0775'SOUTH OF 7TH ST. IN THE SOUTHWEST QUARTER OF THE BLOCK. TANK IS
 LG0775'PAINTED SILVER WITH BLACK LETTERS DORCHESTER. TANK HAS 4 LEGS AND A
 LG0775'CONICAL TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0453 ***********************************************************************
 MN0453  DESIGNATION -  DORMAN
 MN0453  PID         -  MN0453
 MN0453  STATE/COUNTY-  NE/CHEYENNE
 MN0453  COUNTRY     -  US
 MN0453  USGS QUAD   -  LISCO SW (2017)
 MN0453
 MN0453                         *CURRENT SURVEY CONTROL
 MN0453  ______________________________________________________________________
 MN0453* NAD 83(1995) POSITION- 41 19 49.76353(N) 102 38 14.64229(W)   ADJUSTED
 MN0453* NAVD 88 ORTHO HEIGHT -  1190.    (meters)     3904.    (feet) SCALED
 MN0453  ______________________________________________________________________
 MN0453  GEOID HEIGHT    -        -19.975 (meters)                     GEOID18
 MN0453  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 MN0453  HORZ ORDER      -  SECOND
 MN0453
 MN0453.The horizontal coordinates were established by classical geodetic methods
 MN0453.and adjusted by the National Geodetic Survey in August 1997.
 MN0453
 MN0453.The orthometric height was scaled from a topographic map.
 MN0453
 MN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0453.GEOID18 height accuracy estimate available here.
 MN0453
 MN0453.Click photographs - Photos may exist for this station.
 MN0453
 MN0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0453
 MN0453. The following values were computed from the NAD 83(1995) position.
 MN0453
 MN0453;                    North         East     Units Scale Factor Converg.
 MN0453;SPC NE       -   169,588.453   279,322.469   MT  0.99966326   -1 44 52.1
 MN0453;SPC NE       -   556,391.45    916,410.47   sFT  0.99966326   -1 44 52.1
 MN0453;UTM  13      - 4,578,138.435   697,709.676   MT  1.00008109   +1 33 38.8
 MN0453
 MN0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0453!SPC NE       -   0.99981658  x   0.99966326  =   0.99947990
 MN0453!UTM  13      -   0.99981658  x   1.00008109  =   0.99989765
 MN0453
 MN0453:                Primary Azimuth Mark                     Grid Az
 MN0453:SPC NE       -  DORMAN AZ MK                             276 33 16.0
 MN0453:UTM  13      -  DORMAN AZ MK                             273 14 45.1
 MN0453
 MN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9770978138(NAD 83)
 MN0453
 MN0453|---------------------------------------------------------------------|
 MN0453| PID    Reference Object                     Distance      Geod. Az  |
 MN0453|                                                           dddmmss.s |
 MN0453| CP7012 DORMAN RM 1                          18.755 METERS 04208     |
 MN0453| CP7013 DORMAN RM 2                          14.183 METERS 11713     |
 MN0453| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX.12.6 KM 1344221.3 |
 MN0453| CP7011 DORMAN AZ MK                                       2744823.9 |
 MN0453|---------------------------------------------------------------------|
 MN0453
 MN0453                          SUPERSEDED SURVEY CONTROL
 MN0453
 MN0453  NAD 83(1993)-  41 19 49.76329(N)    102 38 14.64284(W) AD(       ) 2
 MN0453  NAD 83(1986)-  41 19 49.75948(N)    102 38 14.64463(W) AD(       ) 2
 MN0453  NAD 27      -  41 19 49.82200(N)    102 38 12.93860(W) AD(       ) 2
 MN0453
 MN0453.Superseded values are not recommended for survey control.
 MN0453
 MN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0453.See file dsdata.pdf to determine how the superseded data were derived.
 MN0453
 MN0453_MARKER: DS = TRIANGULATION STATION DISK
 MN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0453_STAMPING: DORMAN 1963
 MN0453_MARK LOGO: CGS
 MN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0453+STABILITY: SURFACE MOTION
 MN0453
 MN0453  HISTORY     - Date     Condition        Report By
 MN0453  HISTORY     - 1963     MONUMENTED       CGS
 MN0453
 MN0453                          STATION DESCRIPTION
 MN0453
 MN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0453'THE STATION IS LOCATED ON A SMALL KNOLL IN PASTURE LAND OWNED
 MN0453'BY MR. CLARENCE DORMAN, ABOUT 18 MILES EAST OF GURLEY, 13 MILES
 MN0453'NORTH OF LODGEPOLE AND 1/4 MILE EAST OF THE MR. JOHN F. CHAPMAN
 MN0453'FARM RESIDENCE.
 MN0453'
 MN0453'TO REACH THE STATION FROM THE RAILROAD DEPOT, ABOUT 0.05 MILE
 MN0453'WEST OF THE POST OFFICE IN GURLEY, DRIVE NORTH ON U.S. HIGHWAY
 MN0453'385 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE
 MN0453'EAST ON A GRAVELED ROAD FOR 13.0 MILES TO A CROSSROAD AND THE
 MN0453'IMMANUEL LUTHERAN CHURCH.  TURN LEFT AND DRIVE NORTH ON A
 MN0453'GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND
 MN0453'DRIVE EAST ON A GRAVELED ROAD FOR 4.05 MILES TO A T-ROAD.
 MN0453'TURN RIGHT AND DRIVE SOUTH AND SOUTHEAST ON A GRAVELED AND
 MN0453'DIRT ROAD FOR 1.5 MILES TO THE AZIMUTH MARK JUST SOUTH OF
 MN0453'WHERE THE ROAD CURVES TO THE EAST.  CONTINUE EAST ON A DIRT
 MN0453'ROAD FOR 0.4 MILE TO A CATTLE GUARD IN A NORTH-SOUTH
 MN0453'FENCE AND A WIRE GATE IN AN EAST-WEST FENCE.  TURN RIGHT,
 MN0453'PASS THROUGH THE WIRE GATE, DRIVE SOUTH FOR 0.15 MILE TO
 MN0453'THE TOP OF THE KNOLL AND THE STATION.
 MN0453'
 MN0453'THE STATION IS A STANDARD DISK, STAMPED DORMAN 1963, SET IN THE
 MN0453'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 MN0453'DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 60.0
 MN0453'FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0453'AND 42 FEET WEST OF A NORTH-SOUTH FENCE.
 MN0453'
 MN0453'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORMAN NO 1 1963,
 MN0453'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0453'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0453'SURFACE.  IT IS 2.6 FEET NORTH OF A METAL WITNESS POST WITH
 MN0453'A SIGN ATTACHED AND 0.6 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0453'
 MN0453'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DORMAN NO 2 1963,
 MN0453'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0453'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0453'SURFACE.  IT IS 64.5 FEET SOUTH OF A METAL WITNESS POST WITH
 MN0453'A SIGN ATTACHED AND 0.6 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0453'
 MN0453'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DORMAN 1963,
 MN0453'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0453'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0453'SURFACE.  IT IS 123 FEET SOUTH OF THE NORTHEAST FENCE CORNER
 MN0453'POST OF A PASTURE, 32.5 FEET NORTH OF A TELEPHONE POLE, 2.2
 MN0453'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 MN0453'SET IN A NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1339 ***********************************************************************
 LH1339  DESIGNATION -  DOSS
 LH1339  PID         -  LH1339
 LH1339  STATE/COUNTY-  NE/DAWSON
 LH1339  COUNTRY     -  US
 LH1339  USGS QUAD   -  MILLER (2017)
 LH1339
 LH1339                         *CURRENT SURVEY CONTROL
 LH1339  ______________________________________________________________________
 LH1339* NAD 83(1995) POSITION- 40 53 14.71218(N) 099 29 15.96243(W)   ADJUSTED
 LH1339* NAVD 88 ORTHO HEIGHT -   783.    (meters)     2569.    (feet) SCALED
 LH1339  ______________________________________________________________________
 LH1339  GEOID HEIGHT    -        -23.810 (meters)                     GEOID18
 LH1339  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 LH1339  HORZ ORDER      -  SECOND
 LH1339
 LH1339.The horizontal coordinates were established by classical geodetic methods
 LH1339.and adjusted by the National Geodetic Survey in August 1997.
 LH1339
 LH1339.The orthometric height was scaled from a topographic map.
 LH1339
 LH1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1339.GEOID18 height accuracy estimate available here.
 LH1339
 LH1339.Click photographs - Photos may exist for this station.
 LH1339
 LH1339.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1339
 LH1339. The following values were computed from the NAD 83(1995) position.
 LH1339
 LH1339;                    North         East     Units Scale Factor Converg.
 LH1339;SPC NE       -   117,160.110   543,157.542   MT  0.99971643   +0 20 22.0
 LH1339;SPC NE       -   384,382.79  1,782,009.37   sFT  0.99971643   +0 20 22.0
 LH1339;UTM  14      - 4,526,374.235   458,908.227   MT  0.99962078   -0 19 09.4
 LH1339
 LH1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1339!SPC NE       -   0.99988088  x   0.99971643  =   0.99959735
 LH1339!UTM  14      -   0.99988088  x   0.99962078  =   0.99950171
 LH1339
 LH1339:                Primary Azimuth Mark                     Grid Az
 LH1339:SPC NE       -  DOSS AZ MK                               047 30 15.6
 LH1339:UTM  14      -  DOSS AZ MK                               048 09 47.0
 LH1339
 LH1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5890826374(NAD 83)
 LH1339
 LH1339|---------------------------------------------------------------------|
 LH1339| PID    Reference Object                     Distance      Geod. Az  |
 LH1339|                                                           dddmmss.s |
 LH1339| CN9180 DOSS AZ MK                                         0475037.6 |
 LH1339| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX.16.5 KM 0833850.2 |
 LH1339| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.20.7 KM 1370633.8 |
 LH1339| LH1042 RADIO STATION KRVN WEST MAST        APPROX.18.6 KM 2152355.3 |
 LH1339| CN9182 DOSS RM 2                            10.330 METERS 26700     |
 LH1339| CN9181 DOSS RM 1                            14.877 METERS 35808     |
 LH1339|---------------------------------------------------------------------|
 LH1339
 LH1339                          SUPERSEDED SURVEY CONTROL
 LH1339
 LH1339  NAD 83(1986)-  40 53 14.71902(N)    099 29 15.96586(W) AD(       ) 2
 LH1339  NAD 27      -  40 53 14.68900(N)    099 29 14.59400(W) AD(       ) 2
 LH1339
 LH1339.Superseded values are not recommended for survey control.
 LH1339
 LH1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1339.See file dsdata.pdf to determine how the superseded data were derived.
 LH1339
 LH1339_MARKER: DS = TRIANGULATION STATION DISK
 LH1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1339_STAMPING: DOSS 1951
 LH1339_MARK LOGO: CGS
 LH1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1339+STABILITY: SURFACE MOTION
 LH1339
 LH1339  HISTORY     - Date     Condition        Report By
 LH1339  HISTORY     - 1951     MONUMENTED       CGS
 LH1339
 LH1339                          STATION DESCRIPTION
 LH1339
 LH1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1339'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF
 LH1339'SUMNER, ON A HIGH PROMINENT HILL AND ON THE RIGHT-OF-WAY
 LH1339'OF AN EAST-WEST TRACK ROAD.  IT IS 26.0 FEET SOUTH OF THE
 LH1339'CENTER OF AN EAST-WEST TRACK ROAD, 4.5 FEET NORTHWEST OF
 LH1339'A WITNESS POST AND 2.5 FEET NORTH OF AN EAST-WEST FENCE
 LH1339'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED DOSS 1951.
 LH1339'
 LH1339'REFERENCE MARK NO. 1 IS 23.0 FEET NORTH OF THE CENTER OF
 LH1339'AN EAST-WEST TRACK ROAD AND SET IN AN EAST-WEST FENCE
 LH1339'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED DOSS NO 1 1951.
 LH1339'
 LH1339'REFERENCE MARK NO. 2 IS 28.0 FEET SOUTH OF THE CENTER OF
 LH1339'AN EAST-WEST TRACK ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LH1339'IT PROJECTS 2 INCHES AND IS STAMPED DOSS NO 2 1951.
 LH1339'
 LH1339'THE DISTANCE BETWEEN REFERENCE MARKS IS 59.9 FEET.
 LH1339'
 LH1339'THE AZIMUTH MARK IS 28.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1339'DIRT ROAD, 2.0 FEET NORTH OF A WITNESS POST AND SET IN A
 LH1339'NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1339'DOSS 1951.
 LH1339'
 LH1339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LH1339'TRACK ROAD FOR 0.25 MILE TO A CROSSROAD, TURN LEFT, NORTH,
 LH1339'ON GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 LH1339'AS DESCRIBED.
 LH1339'
 LH1339'TO REACH THE STATION FROM THE POST OFFICE IN SUMNER, GO
 LH1339'EAST FOR 0.1 MILE TO A STREET LEADING SOUTH AT THE SOUTHWEST
 LH1339'CORNER OF THE SCHOOLHOUSE.  TURN LEFT, SOUTH, FOR 0.3 MILE
 LH1339'TO A T INTERSECTION, TURN LEFT, EAST, FOR 0.2 MILE TO A
 LH1339'GRAVELED ROAD LEADING SOUTH.  TURN RIGHT, SOUTH, ON GRAVELED
 LH1339'ROAD FOR 3.0 MILES TO WHERE MAIN ROAD TURNS LEFT, CONTINUE
 LH1339'SOUTH ON GRADED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 LH1339'EAST, ON TRACK ROAD FOR 0.7 MILE TO THE TOP OF A HIGH HILL
 LH1339'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LH1339'
 LH1339'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0461 ***********************************************************************
 NO0461  DESIGNATION -  DOUGHBOY
 NO0461  PID         -  NO0461
 NO0461  STATE/COUNTY-  NE/CHERRY
 NO0461  COUNTRY     -  US
 NO0461  USGS QUAD   -  FARM FLAT (2017)
 NO0461
 NO0461                         *CURRENT SURVEY CONTROL
 NO0461  ______________________________________________________________________
 NO0461* NAD 83(1995) POSITION- 42 34 30.68838(N) 101 16 37.11596(W)   ADJUSTED
 NO0461* NAVD 88 ORTHO HEIGHT -  1076.    (meters)     3530.    (feet) SCALED
 NO0461  ______________________________________________________________________
 NO0461  GEOID HEIGHT    -        -19.999 (meters)                     GEOID18
 NO0461  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 NO0461  HORZ ORDER      -  SECOND
 NO0461
 NO0461.The horizontal coordinates were established by classical geodetic methods
 NO0461.and adjusted by the National Geodetic Survey in August 1997.
 NO0461
 NO0461.The orthometric height was scaled from a topographic map.
 NO0461
 NO0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0461.GEOID18 height accuracy estimate available here.
 NO0461
 NO0461.Click photographs - Photos may exist for this station.
 NO0461
 NO0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0461
 NO0461. The following values were computed from the NAD 83(1995) position.
 NO0461
 NO0461;                    North         East     Units Scale Factor Converg.
 NO0461;SPC NE       -   305,208.081   395,180.951   MT  0.99983304   -0 50 46.5
 NO0461;SPC NE       - 1,001,336.85  1,296,522.84   sFT  0.99983304   -0 50 46.5
 NO0461;UTM  14      - 4,716,155.133   313,129.713   MT  1.00002965   -1 32 27.4
 NO0461
 NO0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0461!SPC NE       -   0.99983436  x   0.99983304  =   0.99966742
 NO0461!UTM  14      -   0.99983436  x   1.00002965  =   0.99986400
 NO0461
 NO0461:                Primary Azimuth Mark                     Grid Az
 NO0461:SPC NE       -  DOUGHBOY AZ MK                           359 07 32.5
 NO0461:UTM  14      -  DOUGHBOY AZ MK                           359 49 13.4
 NO0461
 NO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1312916155(NAD 83)
 NO0461
 NO0461|---------------------------------------------------------------------|
 NO0461| PID    Reference Object                     Distance      Geod. Az  |
 NO0461|                                                           dddmmss.s |
 NO0461| CP9187 DOUGHBOY RM 2                        11.570 METERS 00103     |
 NO0461| CP9186 DOUGHBOY RM 1                         9.990 METERS 13026     |
 NO0461| CP9185 DOUGHBOY AZ MK                                     3581646.0 |
 NO0461|---------------------------------------------------------------------|
 NO0461
 NO0461                          SUPERSEDED SURVEY CONTROL
 NO0461
 NO0461  NAD 83(1986)-  42 34 30.68556(N)    101 16 37.12283(W) AD(       ) 2
 NO0461  NAD 27      -  42 34 30.69600(N)    101 16 35.57700(W) AD(       ) 2
 NO0461
 NO0461.Superseded values are not recommended for survey control.
 NO0461
 NO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0461.See file dsdata.pdf to determine how the superseded data were derived.
 NO0461
 NO0461_MARKER: DS = TRIANGULATION STATION DISK
 NO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0461_STAMPING: DOUGHBOY 1949
 NO0461_MARK LOGO: CGS
 NO0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0461+STABILITY: SURFACE MOTION
 NO0461
 NO0461  HISTORY     - Date     Condition        Report By
 NO0461  HISTORY     - 1949     MONUMENTED       CGS
 NO0461
 NO0461                          STATION DESCRIPTION
 NO0461
 NO0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0461'THE STATION IS LOCATED ABOUT 25-1/2 MILES SOUTH AND 1-1/2
 NO0461'MILES WEST OF CODY, 26.0 MILES SOUTH-SOUTHWEST OF NENZEL
 NO0461'AND 3-1/4 MILES SOUTH OF THE BRIDGE OVER THE SNAKE RIVER ON
 NO0461'THE HIGHEST POINT OF A PROMINENT SAND HILL BETWEEN THE SNAKE
 NO0461'RIVER AND BOARDSMAN CREEK.  IT IS 10-1/2 FEET NORTH OF WITNESS
 NO0461'POST, STAMPED DOUGHBOY 1949 AND PROJECTS 8 INCHES.
 NO0461'
 NO0461'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET NEAR
 NO0461'THE EAST SLOPE OF THE HILL AND ON ABOUT THE SAME ELEVATION
 NO0461'AS THE STATION MARK.  IT IS STAMPED DOUGHBOY NO 1 1949 AND
 NO0461'PROJECTS 8 INCHES.
 NO0461'
 NO0461'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION, SET
 NO0461'ON THE TOP OF A SMALL SAND KNOLL AND ON ABOUT THE SAME ELEVATION
 NO0461'AS THE STATION MARK.  IT IS STAMPED DOUGHBOY NO 2 1949 AND
 NO0461'PROJECTS 8 INCHES.
 NO0461'
 NO0461'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0461'NO 2 IS 63.94 FEET.
 NO0461'
 NO0461'THE AZIMUTH MARK IS ABOUT 1.0 MILE, AIRLINE, NORTH OF THE
 NO0461'STATION, 35 FEET WEST OF THE CENTER OF TRACK ROAD AND 6 FEET
 NO0461'WEST OF WITNESS POST.  IT IS STAMPED DOUGHBOY 1949 AND PROJECTS
 NO0461'2 INCHES.
 NO0461'
 NO0461'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0461'WEST AND SOUTH ON GRAVELED ROAD FOR 9.2 MILES TO BRIDGE OVER
 NO0461'THE NIOBRARA RIVER, CONTINUE ON MAIN ROAD KEEPING LEFT FORK
 NO0461'JUST AFTER CROSSING BRIDGE FOR 0.95 MILE TO FORKS, BEAR
 NO0461'RIGHT FOR 0.75 MILES TO ENTRANCE TO THE NEBRASKA NATIONAL
 NO0461'FOREST, CONTINUE SOUTH ON MAIN ROAD FOR 2.75 MILES TO PLANTING
 NO0461'CAMP ON LEFT, CONTINUE SOUTH AND WEST ON MAIN ROAD FOR 6.0
 NO0461'MILES TO CATTLE GUARD AND NATIONAL FOREST BOUNDARY, CONTINUE
 NO0461'WEST, SOUTH AND WEST ON SAND ROAD FOR 1.55 MILES TO THE
 NO0461'DIAMOND BAR RANCH ON RIGHT, CONTINUE WEST PASSING BETWEEN
 NO0461'HOUSE AND RED PAINTED BARN FOR 0.4 MILE TO FORKS, BEAR LEFT
 NO0461'AND FOLLOW MAIN ROAD SOUTHERLY FOR 0.9 MILE TO CATTLE
 NO0461'GUARD, CONTINUE SOUTH AND WEST FOR 0.8 MILE TO CATTLE
 NO0461'GUARD, CONTINUE WEST AND SOUTH ON MAIN ROAD FOR 1.85 MILES TO
 NO0461'CATTLE GUARD, CONTINUE SOUTH AND WEST ON MAIN TRACK ROAD
 NO0461'FOR 3.0 MILES TO CATTLE GUARD, CONTINUE ON MAIN ROAD FOR
 NO0461'1.85 MILES TO BRIDGE OVER THE SNAKE RIVER, CONTINUE SOUTH
 NO0461'FOR 0.1 MILE TO RANCH HOUSE ON THE LEFT (DOUGHBOY),
 NO0461'CONTINUE SOUTH AND WEST FOR 0.7 MILE TO A CATTLE GUARD,
 NO0461'CONTINUE WEST ON MAIN ROAD FOR 0.4 MILE TO CATTLE GUARD,
 NO0461'CROSS CATTLE GUARD BEAR LEFT ON MAIN ROAD FOR 0.5 MILE TO
 NO0461'CATTLE GUARD, CONTINUE FOR 0.05 MILE TO FORKS, BEAR
 NO0461'RIGHT AND CONTINUE ON MAIN ROAD IN A SOUTHERLY DIRECTION FOR
 NO0461'0.5 MILE TO THE AZIMUTH MARK ON THE WEST SIDE AS
 NO0461'DESCRIBED, CONTINUE SOUTHWEST AND SOUTH ON MAIN ROAD FOR
 NO0461'1.1 MILE TO CATTLE GUARD, CONTINUE SOUTH FOR ABOUT 0.05 MILE
 NO0461'TO TOP OF RIDGE, HERE TURN LEFT OFF OF ROAD AND GO EAST-SOUTHEAST
 NO0461'ACROSS SAND HILLS FOR 0.65 MILE TO END OF TRUCK TRAVEL JUST
 NO0461'SOUTH OF HIGHEST POINT AND STATION AS DESCRIBED.
 NO0461'
 NO0461'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0980 ***********************************************************************
 LG0980  DESIGNATION -  DOUGLAS
 LG0980  PID         -  LG0980
 LG0980  STATE/COUNTY-  NE/OTOE
 LG0980  COUNTRY     -  US
 LG0980  USGS QUAD   -  PALMYRA (2017)
 LG0980
 LG0980                         *CURRENT SURVEY CONTROL
 LG0980  ______________________________________________________________________
 LG0980* NAD 83(1995) POSITION- 40 37 53.87747(N) 096 23 09.48577(W)   ADJUSTED
 LG0980* NAVD 88 ORTHO HEIGHT -   414.    (meters)     1358.    (feet) SCALED
 LG0980  ______________________________________________________________________
 LG0980  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 LG0980  LAPLACE CORR    -         -9.57  (seconds)                    DEFLEC18
 LG0980  HORZ ORDER      -  SECOND
 LG0980
 LG0980.The horizontal coordinates were established by classical geodetic methods
 LG0980.and adjusted by the National Geodetic Survey in August 1997.
 LG0980
 LG0980.The orthometric height was scaled from a topographic map.
 LG0980
 LG0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0980.GEOID18 height accuracy estimate available here.
 LG0980
 LG0980.Click photographs - Photos may exist for this station.
 LG0980
 LG0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0980
 LG0980. The following values were computed from the NAD 83(1995) position.
 LG0980
 LG0980;                    North         East     Units Scale Factor Converg.
 LG0980;SPC NE       -    95,022.540   805,595.678   MT  0.99977401   +2 23 42.0
 LG0980;SPC NE       -   311,753.12  2,643,025.15   sFT  0.99977401   +2 23 42.0
 LG0980;UTM  14      - 4,501,151.374   721,075.271   MT  1.00020162   +1 42 10.5
 LG0980
 LG0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0980!SPC NE       -   0.99993926  x   0.99977401  =   0.99971329
 LG0980!UTM  14      -   0.99993926  x   1.00020162  =   1.00014087
 LG0980
 LG0980:                Primary Azimuth Mark                     Grid Az
 LG0980:SPC NE       -  DOUGLAS AZ MK RESET 2                    185 22 56.9
 LG0980:UTM  14      -  DOUGLAS AZ MK RESET 2                    186 04 28.4
 LG0980
 LG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2107501151(NAD 83)
 LG0980
 LG0980|---------------------------------------------------------------------|
 LG0980| PID    Reference Object                     Distance      Geod. Az  |
 LG0980|                                                           dddmmss.s |
 LG0980| LG0973 PALMYRA N NAT GAS RADIO MAST        APPROX.13.0 KM 0051535.8 |
 LG0980| CL6415 DOUGLAS RM 1                         15.822 METERS 16732     |
 LG0980| LG0979 DOUGLAS MUNICIPAL TANK              APPROX. 4.0 KM 1795620.9 |
 LG0980| CL6414 DOUGLAS AZ MK RESET 2                              1874638.9 |
 LG0980| CL6413 DOUGLAS AZ MK RESET                                1884714.6 |
 LG0980| CL6412 DOUGLAS AZ MK                                      1910707.8 |
 LG0980| CL6416 DOUGLAS RM 2                         15.815 METERS 28210     |
 LG0980| LG1138 BENNET MUNICIPAL TANK               APPROX.11.9 KM 2990117.4 |
 LG0980| LG0981 PALMYRA MUNICIPAL TANK              APPROX. 8.3 KM 3553949.6 |
 LG0980|---------------------------------------------------------------------|
 LG0980
 LG0980                          SUPERSEDED SURVEY CONTROL
 LG0980
 LG0980  NAD 83(1986)-  40 37 53.88622(N)    096 23 09.48267(W) AD(       ) 2
 LG0980  NAD 27      -  40 37 53.89434(N)    096 23 08.44372(W) AD(       ) 2
 LG0980
 LG0980.Superseded values are not recommended for survey control.
 LG0980
 LG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0980.See file dsdata.pdf to determine how the superseded data were derived.
 LG0980
 LG0980_MARKER: DS = TRIANGULATION STATION DISK
 LG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0980_STAMPING: DOUGLAS 1947
 LG0980_MARK LOGO: CGS
 LG0980_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0980+STABILITY: SURFACE MOTION
 LG0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0980+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2010
 LG0980
 LG0980  HISTORY     - Date     Condition        Report By
 LG0980  HISTORY     - 1947     MONUMENTED       CGS
 LG0980  HISTORY     - 1961     GOOD             CGS
 LG0980  HISTORY     - 1962     GOOD             CGS
 LG0980  HISTORY     - 20101001 GOOD             NEGS
 LG0980
 LG0980                          STATION DESCRIPTION
 LG0980
 LG0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0980'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PALMYRA, 2.5 MILES
 LG0980'NORTH OF DOUGLAS, 0.1 MILE EAST OF A CROSSROAD, 35 FEET SOUTH OF
 LG0980'THE CENTER OF A DIRT ROAD, 15.5 FEET SOUTHWEST OF A FENCE CORNER,
 LG0980'AND 10 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND
 LG0980'IS STAMPED DOUGLAS 1947.
 LG0980'
 LG0980'REFERENCE MARK NO. 1 IS AT THE EAST SIDE OF A PASTURE AND 6 INCHES
 LG0980'WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 LG0980'STAMPED DOUGLAS NO 1 1947.
 LG0980'
 LG0980'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A PASTURE, 25 FEET
 LG0980'SOUTH OF THE CENTER OF A DIRT ROAD AND 6 INCHES SOUTH OF AN
 LG0980'EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 LG0980'DOUGLAS NO 2 1947.
 LG0980'
 LG0980'AZMUTH MARK IS 40.5 FEET SOUTHWEST OF THE CENTER OF INTERSECTION
 LG0980'OF A T ROAD, 3 FEET NORTH OF A WITNESS POST, 2 FEET
 LG0980'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 1 FOOT EAST OF A
 LG0980'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 LG0980'DOUGLAS 1947.
 LG0980'
 LG0980'TO REACH THE STATION FROM THE SCHOOL BUILDING IN DOUGLAS, GO
 LG0980'NORTH ON THE PALMYRA ROAD FOR 2.6 MILES TO A CROSSROAD, TURN
 LG0980'RIGHT, EAST, AND GO 0.1 MILE TO THE STATION ON THE RIGHT AS
 LG0980'DESCRIBED.
 LG0980'
 LG0980'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE, TURN
 LG0980'LEFT, SOUTH, ON A GRAVELED ROAD AND GO 0.5 MILE TO A T ROAD RIGHT,
 LG0980'AND THE AZIMUTH MARK AS DESCRIBED.
 LG0980'
 LG0980'A 15 FOOT SIGNAL AT PLEASANT HILL IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'AN 87 FOOT SIGNAL AT CROSS IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0980
 LG0980                          STATION RECOVERY (1961)
 LG0980
 LG0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0980'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LG0980'RECOVERED, FOUND TO BE AS DESCRIBED IN 1947 AND IN GOOD CONDITION.
 LG0980'THE AZIMUTH MARK WAS RECOVERED, FOUND TO BE IN POOR CONDITION AND
 LG0980'TILTED AND WAS DESTROYED.  A NEW AZIMUTH WAS ESTABLISHED THIS
 LG0980'YEAR.
 LG0980'
 LG0980'THE 1947 ROUTE TO THE STATION IS ADEQUATE, BUT IT CAN ALSO BE
 LG0980'REACHED FROM THE PALMYRA RAILROAD STATION AS FOLLOWS, DRIVE SOUTH
 LG0980'ON STATE SPUR ROUTE 802 FOR 4.95 MILES TO A CROSS ROAD.  *TURN
 LG0980'LEFT ALONG THE DIRT ROAD FOR 0.1 MILE TO THE STATION WITHIN A
 LG0980'FENCE CORNER ON THE RIGHT.
 LG0980'
 LG0980'*TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON THE STATE ROUTE FOR
 LG0980'0.5 MILE TO THE MARK ON THE LEFT.
 LG0980'
 LG0980'THE AZIMUTH MARK, A STANDARD DISK STAMPED DOUGLAS 1947 RESET 1961,
 LG0980'IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0980'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LG0980'IS 31.5 FEET EAST OF THE CENTER OF STATE SPUR ROUTE 802, 2.5
 LG0980'FEET HIGHER IN ELEVATION THAN THE SURFACE OF THE ROAD, 2.0 FEET
 LG0980'NORTH OF A POWER POLE, 1.6 FEET EAST OF A METAL WITNESS POST
 LG0980'WITH SIGN AND 4.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 LG0980
 LG0980                          STATION RECOVERY (1962)
 LG0980
 LG0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0980'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0980'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD PROBABLY BEEN
 LG0980'RESET IN 1961 AND HAD BEEN DISPLACED BY ROAD CONSTRUCTION.  THE
 LG0980'DISK WAS GONE FROM THE ORIGINAL AZIMUTH MARK.  A NEW AZIMUTH
 LG0980'MARK WAS SET USING THE DOUGLAS MUN., WATER TANK AS AN INITIAL TO
 LG0980'ESTABLISH A BEARING FOR IT.  THERE WAS A STEEL POST 1 FOOT NORTH
 LG0980'OF THE STATION MARK WHICH PROTECTS 4 INCHES.  A DESCRIPTION AND
 LG0980'TO REACH FOR THE RESET AZIMUTH MARK FOLLOW-
 LG0980'
 LG0980'AZMUTH MARK (RESET) IS 0.6 MILE SOUTH OF THE STATION, 144 FEET
 LG0980'SOUTH OF THE 3RD POWER POLE SOUTH OF A T-ROAD WEST AND A FENCE
 LG0980'EAST, 68 FEET EAST OF THE CENTER OF NEBRASKA STATE SPUR 802, 3
 LG0980'FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, AND 1 FOOT
 LG0980'SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 8 INCHES
 LG0980'AND THE DISK IS STAMPED DOUGLAS RESET 1962.
 LG0980'
 LG0980'TO REACH THE STATION AND THE AZIMUTH MARK FROM THE NORTHWEST
 LG0980'CORNER OF THE SCHOOL GROUNDS IN DOUGLAS, GO NORTH ON SITE SPUR
 LG0980'802 WHICH IS HARD-SURFACED FOR 1.9 MILES TO THE AZIMUTH MARK
 LG0980'ON THE RIGHT AS DESCRIBED.  CONTINUE ON STATE SPUR 802 FOR 0.6
 LG0980'MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 LG0980'STATION.
 LG0980'
 LG0980'THERE WAS A USGS BENCH MARK BRASS CAP ATOP A 4-INCH IRON PIPE
 LG0980'WHICH WAS LOCATED 484.28 FEET (HORIZONTAL DISTANCE) NORTH OF THE
 LG0980'AZIMUTH MARK (RESET).
 LG0980'AN ELEVATION OF 1316. FEET WAS STAMPED ON TOP OF THE
 LG0980'BRASS DISK.  THIS ELEVATION WAS TRANSFERRED TO THE DOUGLAS
 LG0980'AZIMUTH MARK RESET 1962 AND THE AZMUTH MARK IS 13.40 FEET HIGHER
 LG0980'THAN THE OLD USGS DISK WHICH WILL BE DESTROYED BY THE ROAD
 LG0980'CONSTRUCTION.  THE USGS PUBLISHED ELEVATION FOR THE MARK IS
 LG0980'1316.66 FEET WHICH MAKE THE ELEVATION FOR THE DOUGLAS AZIMUTH
 LG0980'MARK RESET 1962 ABOUT 1330.06 FEET.
 LG0980'
 LG0980'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0980
 LG0980                          STATION RECOVERY (2010)
 LG0980
 LG0980'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LG0980'FROM THE JUNCTION OF NEBRASKA HIGHWAY 2 AND STATE SPUR
 LG0980'66A AT PALMYRA, NEBRASKA., GO SOUTH ON STATE SPUR 66A
 LG0980'FOR 5.54 MILES TO MILE POST 05+50 AND A FARM DRIVE
 LG0980'WEST AND A DIRT ROAD EAST LEADING TO A RADIO TOWER AND
 LG0980'THE MARK 500 FEET EAST OF STATE SPUR 66A, 35.0 FEET
 LG0980'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 15.5 FEET
 LG0980'WEST-SOUTHWEST OF CORNER FENCE POST, 51.9 FEET NORTHWEST
 LG0980'OF REFERENCE MARK 1, 51.9 FEET EAST-SOUTHEAST OF
 LG0980'REFERENCE MARK 2, 10.0 FEET SOUTH OF FIBERGLASS WITNESS
 LG0980'POST AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.30
 LG0980'FOOT ABOVE THE GROUND. A 5/8 INCH REBAR WAS DRIVEN ON THE
 LG0980'NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0979 ***********************************************************************
 LG0979  DESIGNATION -  DOUGLAS MUNICIPAL TANK
 LG0979  PID         -  LG0979
 LG0979  STATE/COUNTY-  NE/OTOE
 LG0979  COUNTRY     -  US
 LG0979  USGS QUAD   -  DOUGLAS (2017)
 LG0979
 LG0979                         *CURRENT SURVEY CONTROL
 LG0979  ______________________________________________________________________
 LG0979* NAD 83(1995) POSITION- 40 35 43.04080(N) 096 23 09.30347(W)   ADJUSTED
 LG0979  ______________________________________________________________________
 LG0979  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 LG0979  LAPLACE CORR    -         -9.43  (seconds)                    DEFLEC18
 LG0979  HORZ ORDER      -  THIRD
 LG0979
 LG0979.The horizontal coordinates were established by classical geodetic methods
 LG0979.and adjusted by the National Geodetic Survey in August 1997.
 LG0979
 LG0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0979.GEOID18 height accuracy estimate available here.
 LG0979
 LG0979.Click photographs - Photos may exist for this station.
 LG0979
 LG0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0979
 LG0979. The following values were computed from the NAD 83(1995) position.
 LG0979
 LG0979;                    North         East     Units Scale Factor Converg.
 LG0979;SPC NE       -    90,991.318   805,768.574   MT  0.99978379   +2 23 42.1
 LG0979;SPC NE       -   298,527.35  2,643,592.40   sFT  0.99978379   +2 23 42.1
 LG0979;UTM  14      - 4,497,116.649   721,199.470   MT  1.00020231   +1 42 06.1
 LG0979
 LG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2119997116(NAD 83)
 LG0979
 LG0979                          SUPERSEDED SURVEY CONTROL
 LG0979
 LG0979  NAD 83(1986)-  40 35 43.04880(N)    096 23 09.29935(W) AD(       ) 3
 LG0979  NAD 27      -  40 35 43.05700(N)    096 23 08.25800(W) AD(       ) 3
 LG0979
 LG0979.Superseded values are not recommended for survey control.
 LG0979
 LG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0979.See file dsdata.pdf to determine how the superseded data were derived.
 LG0979
 LG0979_MARKER: 53 = ELEVATED TANK
 LG0979
 LG0979  HISTORY     - Date     Condition        Report By
 LG0979  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0979  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 LG0979
 LG0979                          STATION DESCRIPTION
 LG0979
 LG0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0979'THE TANK IS LOCATED IN THE NORTH EDGE OF TOWN.  IT IS A FOUR
 LG0979'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  THE TANK AND THE LEGS
 LG0979'ARE PAINTED BLACK AND THE ROOF IS SILVER.  THE LETTERS DOUGLAS
 LG0979'IS PAINTED IN SILVER ON THE EAST AND WEST SIDES OF THE TANK, THE
 LG0979'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET.  THE POINT
 LG0979'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0979
 LG0979                          STATION RECOVERY (2004)
 LG0979
 LG0979'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0979'STATION NOT FOUND. SITE LOCATED. ACCORDING TO LONG-TIME AREA RESIDENT,
 LG0979'IRVIN PHILLIPS, THE TANK NORTH OF THE SCHOOL AND EAST OF WASHINGTON
 LG0979'STREET, DESCRIBED IN THE 1947 DESCRIPTION, HAS BEEN TORN DOWN. A NEW
 LG0979'TANK HAS BEEN ERECTED.  THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0587 ***********************************************************************
 MN0587  DESIGNATION -  DOVE
 MN0587  PID         -  MN0587
 MN0587  STATE/COUNTY-  NE/KIMBALL
 MN0587  COUNTRY     -  US
 MN0587  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0587
 MN0587                         *CURRENT SURVEY CONTROL
 MN0587  ______________________________________________________________________
 MN0587* NAD 83(1995) POSITION- 41 22 59.54143(N) 103 39 48.18340(W)   ADJUSTED
 MN0587* NAVD 88 ORTHO HEIGHT -  1495.    (meters)     4905.    (feet) SCALED
 MN0587  ______________________________________________________________________
 MN0587  GEOID HEIGHT    -        -18.783 (meters)                     GEOID18
 MN0587  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 MN0587  HORZ ORDER      -  SECOND
 MN0587
 MN0587.The horizontal coordinates were established by classical geodetic methods
 MN0587.and adjusted by the National Geodetic Survey in August 1997.
 MN0587
 MN0587.The orthometric height was scaled from a topographic map.
 MN0587
 MN0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0587.GEOID18 height accuracy estimate available here.
 MN0587
 MN0587.Click photographs - Photos may exist for this station.
 MN0587
 MN0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0587
 MN0587. The following values were computed from the NAD 83(1995) position.
 MN0587
 MN0587;                    North         East     Units Scale Factor Converg.
 MN0587;SPC NE       -   178,563.778   193,768.094   MT  0.99966088   -2 25 39.8
 MN0587;SPC NE       -   585,837.99    635,720.82   sFT  0.99966088   -2 25 39.8
 MN0587;UTM  13      - 4,582,159.846   611,759.147   MT  0.99975371   +0 53 01.4
 MN0587
 MN0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0587!SPC NE       -   0.99976855  x   0.99966088  =   0.99942951
 MN0587!UTM  13      -   0.99976855  x   0.99975371  =   0.99952232
 MN0587
 MN0587:                Primary Azimuth Mark                     Grid Az
 MN0587:SPC NE       -  DOVE AZ MK                               179 22 25.5
 MN0587:UTM  13      -  DOVE AZ MK                               176 03 44.3
 MN0587
 MN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1175982159(NAD 83)
 MN0587
 MN0587|---------------------------------------------------------------------|
 MN0587| PID    Reference Object                     Distance      Geod. Az  |
 MN0587|                                                           dddmmss.s |
 MN0587| AI1419 DOVE AZ MK                                         1765645.7 |
 MN0587| CP7026 DOVE RM 1                            15.512 METERS 17956     |
 MN0587| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX. 5.0 KM 1812156.2 |
 MN0587| CP7027 DOVE RM 2                             9.774 METERS 34022     |
 MN0587|---------------------------------------------------------------------|
 MN0587
 MN0587                          SUPERSEDED SURVEY CONTROL
 MN0587
 MN0587  NAD 83(1993)-  41 22 59.54091(N)    103 39 48.18308(W) AD(       ) 2
 MN0587  NAD 83(1986)-  41 22 59.53226(N)    103 39 48.18299(W) AD(       ) 2
 MN0587  NAD 27      -  41 22 59.61210(N)    103 39 46.39220(W) AD(       ) 2
 MN0587
 MN0587.Superseded values are not recommended for survey control.
 MN0587
 MN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0587.See file dsdata.pdf to determine how the superseded data were derived.
 MN0587
 MN0587_MARKER: DS = TRIANGULATION STATION DISK
 MN0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0587_STAMPING: DOVE 1963
 MN0587_MARK LOGO: CGS
 MN0587_PROJECTION: FLUSH
 MN0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0587+STABILITY: SURFACE MOTION
 MN0587
 MN0587  HISTORY     - Date     Condition        Report By
 MN0587  HISTORY     - 1963     MONUMENTED       CGS
 MN0587  HISTORY     - 19970410 GOOD             NEDR
 MN0587
 MN0587                          STATION DESCRIPTION
 MN0587
 MN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0587'THE STATION IS 10-1/2 MILES NORTH OF KIMBALL, IN THE SOUTHEAST
 MN0587'QUARTER OF SECTION 6, T 16 N, R 55 W AND ON THE WEST RIGHT-OF-WAY
 MN0587'OF STATE HIGHWAY 71.
 MN0587'
 MN0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0587'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON STATE HIGHWAY 71 FOR
 MN0587'9.75 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST OF THE
 MN0587'HIGHWAY.  CONTINUE NORTH ON THE HIGHWAY FOR 0.6 MILE TO THE
 MN0587'STATION ON THE LEFT, 67 FEET SOUTH OF MR. ANDERSONS DRIVEWAY.
 MN0587'
 MN0587'STATION MARKS ARE STANDARD DISKS STAMPED DOVE 1963.  THE
 MN0587'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0587'SURFACE OF THE GROUND.  IT IS 73 FEET WEST OF THE CENTER OF
 MN0587'HIGHWAY 71, 67 FEET SOUTH OF A DRIVEWAY, AND 34 FEET SOUTHEAST
 MN0587'OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MN0587'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0587'
 MN0587'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOVE NO 1 1963,
 MN0587'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0587'THE GROUND.  IT IS 84 FEET SOUTH OF A POWER POLE AND 77 FEET
 MN0587'WEST OF THE HIGHWAY.
 MN0587'
 MN0587'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOVE NO 2 1963,
 MN0587'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0587'THE GROUND.  IT IS 82 FEET WEST OF THE CENTER OF HIGHWAY 71,
 MN0587'36 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, AND 3 FEET EAST
 MN0587'OF THE POWER POLE.
 MN0587'
 MN0587'AZIMUTH MARK, A STANDARD DISK STAMPED DOVE 1963, IS SET IN
 MN0587'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 66 FEET
 MN0587'EAST OF THE CENTER OF HIGHWAY 71, 3 FEET NORTHEAST OF A
 MN0587'METAL WITNESS POST, 2 FEET NORTH OF A POWER POLE, AND 2 FEET
 MN0587'WEST OF A FENCE.
 MN0587'
 MN0587'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0587
 MN0587                          STATION RECOVERY (1997)
 MN0587
 MN0587'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0587'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD
 MN0587'CONSTRUCTION.  STATION-DOVE 2 HAS BEEN ESTABLISHED NEARBY.  FOR
 MN0587'FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1092 ***********************************************************************
 LH1092  DESIGNATION -  DOWD
 LH1092  PID         -  LH1092
 LH1092  STATE/COUNTY-  NE/HAMILTON
 LH1092  COUNTRY     -  US
 LH1092  USGS QUAD   -  AURORA WEST (2017)
 LH1092
 LH1092                         *CURRENT SURVEY CONTROL
 LH1092  ______________________________________________________________________
 LH1092* NAD 83(1995) POSITION- 40 51 36.22115(N) 098 00 28.51799(W)   ADJUSTED
 LH1092* NAVD 88 ORTHO HEIGHT -   603.99  (+/-2cm)     1981.6   (feet) VERTCON
 LH1092  ______________________________________________________________________
 LH1092  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 LH1092  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 LH1092  HORZ ORDER      -  SECOND
 LH1092  VERT ORDER      -  THIRD ? (See Below)
 LH1092
 LH1092.The horizontal coordinates were established by classical geodetic methods
 LH1092.and adjusted by the National Geodetic Survey in August 1997.
 LH1092
 LH1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1092
 LH1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1092.GEOID18 height accuracy estimate available here.
 LH1092
 LH1092.The vertical order pertains to the NGVD 29 superseded value.
 LH1092
 LH1092.Click photographs - Photos may exist for this station.
 LH1092
 LH1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1092
 LH1092. The following values were computed from the NAD 83(1995) position.
 LH1092
 LH1092;                    North         East     Units Scale Factor Converg.
 LH1092;SPC NE       -   115,929.225   667,896.255   MT  0.99972165   +1 19 12.5
 LH1092;SPC NE       -   380,344.47  2,191,256.30   sFT  0.99972165   +1 19 12.5
 LH1092;UTM  14      - 4,523,696.336   583,612.135   MT  0.99968604   +0 38 56.6
 LH1092
 LH1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1092!SPC NE       -   0.99990928  x   0.99972165  =   0.99963095
 LH1092!UTM  14      -   0.99990928  x   0.99968604  =   0.99959535
 LH1092
 LH1092:                Primary Azimuth Mark                     Grid Az
 LH1092:SPC NE       -  GILTNER COOP                             230 28 51.8
 LH1092:UTM  14      -  GILTNER COOP                             231 09 07.7
 LH1092
 LH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8361223696(NAD 83)
 LH1092
 LH1092|---------------------------------------------------------------------|
 LH1092| PID    Reference Object                     Distance      Geod. Az  |
 LH1092|                                                           dddmmss.s |
 LH1092| LH1094 GILTNER COOP                        APPROX.15.6 KM 2314804.3 |
 LH1092| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX.19.5 KM 2500939.5 |
 LH1092|---------------------------------------------------------------------|
 LH1092
 LH1092                          SUPERSEDED SURVEY CONTROL
 LH1092
 LH1092  NAD 83(1986)-  40 51 36.22978(N)    098 00 28.52002(W) AD(       ) 2
 LH1092  NAD 27      -  40 51 36.19293(N)    098 00 27.32962(W) AD(       ) 2
 LH1092  NGVD 29             603.76   (m)         1980.8    (f) LEVELING    3  
 LH1092
 LH1092.Superseded values are not recommended for survey control.
 LH1092
 LH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1092.See file dsdata.pdf to determine how the superseded data were derived.
 LH1092
 LH1092_MARKER: DD = SURVEY DISK
 LH1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1092+STABILITY: SURFACE MOTION
 LH1092
 LH1092  HISTORY     - Date     Condition        Report By
 LH1092  HISTORY     - 1961     MONUMENTED       NEDR
 LH1092
 LH1092                          STATION DESCRIPTION
 LH1092
 LH1092'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1092'THE STATION IS LOCATED AT AURORA, IN SECTION 4 T10N R6W ON TOP OF
 LH1092'DOWD GRAIN ELEVATOR (HIGHEST POINT.)
 LH1092'
 LH1092'TO REACH STATION FROM COUNTY COURT HOUSE IN AURORA, PROCEED 0.2 MILE
 LH1092'WEST, FROM STREET ON SOUTH SIDE OF SAME, TURN LEFT (SOUTH) AND GO
 LH1092'0.5 MILE, TURN RIGHT (WEST) AND GO ONE BLOCK (400 FEET) TO STATION.
 LH1092'
 LH1092'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1092'STAMPED DOWD-1961.  USE THE SELF-OPERATED MAN LIFT TO THE TOP OF
 LH1092'SHAFT.  FOLLOW PLATFORM AND SERIES OF STAIRCASES, TO MANHOLE.
 LH1092'
 LH1092'NO REFERENCE MARKS.
 LH1092'
 LH1092'NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0957 ***********************************************************************
 LG0957  DESIGNATION -  DOWD 14
 LG0957  PID         -  LG0957
 LG0957  STATE/COUNTY-  NE/HAMILTON
 LG0957  COUNTRY     -  US
 LG0957  USGS QUAD   -  AURORA EAST (2017)
 LG0957
 LG0957                         *CURRENT SURVEY CONTROL
 LG0957  ______________________________________________________________________
 LG0957* NAD 83(1995) POSITION- 40 49 04.21882(N) 097 59 48.91734(W)   ADJUSTED
 LG0957* NAVD 88 ORTHO HEIGHT -   547.12  (+/-2cm)     1795.0   (feet) VERTCON
 LG0957  ______________________________________________________________________
 LG0957  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 LG0957  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 LG0957  HORZ ORDER      -  SECOND
 LG0957  VERT ORDER      -  THIRD ? (See Below)
 LG0957
 LG0957.The horizontal coordinates were established by classical geodetic methods
 LG0957.and adjusted by the National Geodetic Survey in August 1997.
 LG0957
 LG0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0957
 LG0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0957.GEOID18 height accuracy estimate available here.
 LG0957
 LG0957.The vertical order pertains to the NGVD 29 superseded value.
 LG0957
 LG0957.Click photographs - Photos may exist for this station.
 LG0957
 LG0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0957
 LG0957. The following values were computed from the NAD 83(1995) position.
 LG0957
 LG0957;                    North         East     Units Scale Factor Converg.
 LG0957;SPC NE       -   111,264.306   668,931.799   MT  0.99973015   +1 19 38.8
 LG0957;SPC NE       -   365,039.64  2,194,653.74   sFT  0.99973015   +1 19 38.8
 LG0957;UTM  14      - 4,519,019.784   584,592.907   MT  0.99968808   +0 39 20.5
 LG0957
 LG0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0957!SPC NE       -   0.99991821  x   0.99973015  =   0.99964838
 LG0957!UTM  14      -   0.99991821  x   0.99968808  =   0.99960632
 LG0957
 LG0957:                Primary Azimuth Mark                     Grid Az
 LG0957:SPC NE       -  DOWD 14 AZ MK                            178 24 44.7
 LG0957:UTM  14      -  DOWD 14 AZ MK                            179 05 03.0
 LG0957
 LG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8459219019(NAD 83)
 LG0957
 LG0957|---------------------------------------------------------------------|
 LG0957| PID    Reference Object                     Distance      Geod. Az  |
 LG0957|                                                           dddmmss.s |
 LG0957| CN9184 DOWD 14 RM 1                                       05253     |
 LG0957| CN9185 DOWD 14 RM 2                                       14109     |
 LG0957| CN9183 DOWD 14 AZ MK                                      1794423.5 |
 LG0957|---------------------------------------------------------------------|
 LG0957
 LG0957                          SUPERSEDED SURVEY CONTROL
 LG0957
 LG0957  NAD 83(1986)-  40 49 04.22722(N)    097 59 48.91931(W) AD(       ) 2
 LG0957  NAD 27      -  40 49 04.18797(N)    097 59 47.72978(W) AD(       ) 2
 LG0957  NGVD 29             546.89   (m)         1794.3    (f) LEVELING    3  
 LG0957
 LG0957.Superseded values are not recommended for survey control.
 LG0957
 LG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0957.See file dsdata.pdf to determine how the superseded data were derived.
 LG0957
 LG0957_MARKER: DD = SURVEY DISK
 LG0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0957
 LG0957  HISTORY     - Date     Condition        Report By
 LG0957  HISTORY     - 1961     MONUMENTED       NEDR
 LG0957
 LG0957                          STATION DESCRIPTION
 LG0957
 LG0957'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0957'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF AURORA,
 LG0957'IN SEC. 22, T 1O N, R 6 W.
 LG0957'
 LG0957'TO REACH STATION FROM SOUTH SIDE OF COUNTY COURT HOUSE IN AURORA,
 LG0957'PROCEED 0.25 MILES EAST ON L STREET TO THE INTERSECTION OF STATE
 LG0957'HIGHWAY 14, TURN RIGHT (SOUTH) FOLLOW HIGHWAY 14 3.6 MILES TO
 LG0957'STATION.
 LG0957'
 LG0957'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0957'STAMPED DOWD 14 1961 16.5 FEET WEST TO CENTERLINE OF HIGHWAY 14,
 LG0957'34.5 FEET EAST TO STEEL WITNESS POST AND IS 0.3 FEET BELOW SURFACE
 LG0957'GRADE.
 LG0957'
 LG0957'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0957'DISK IS STAMPED DOWN 14 R.M. 1 IS 51.0 FEET EAST OF CENTERLINE OF
 LG0957'HIGHWAY 14, 26.8 FEET NORTH OF STEEL WITNESS POST, 0.8 FEET WEST
 LG0957'OF EAST R.O.W. FENCE, AND PROJECTS 0.02 FEET ABOVE GROUND
 LG0957'ELEVATION.
 LG0957'
 LG0957'REFERENCE MARK 2 A DEPARTMENT OF ROADS STANDARD REFERENCE MARK DISK
 LG0957'STAMPED DOWD 14 R.M. 2 IS 50.8 FEET EAST OF CENTERLINE OF HIGHWAY
 LG0957'14, 1.2 FEET WEST OF EAST R.O.W. FENCE, 41.1 FEET SOUTH OF STEEL
 LG0957'WITNESS POST AND PROJECTS 0.3 FEET ABOVE GROUND ELEVATION.
 LG0957'
 LG0957'AZIMUTH MARK IS REACHED BY PROCEEDING 0.55 MILES SOUTH ALONG
 LG0957'HIGHWAY 14 TO STATION.
 LG0957'
 LG0957'AZIMUTH MARK, A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK, STAMPED
 LG0957'DOWD 14-1961 IS 48.1 FEET EAST OF CENTERLINE OF HIGHWAY
 LG0957'14, 2.0 FEET WEST OF STEEL WITNESS POST, 26.4 FEET NORTH OF
 LG0957'CENTERLINE OF FORM DRIVE, AND PROJECTS 0.2 FEET ABOVE GROUND
 LG0957'ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1821 ***********************************************************************
 NM1821  DESIGNATION -  DOWLING
 NM1821  PID         -  NM1821
 NM1821  STATE/COUNTY-  NE/KNOX
 NM1821  COUNTRY     -  US
 NM1821  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM1821
 NM1821                         *CURRENT SURVEY CONTROL
 NM1821  ______________________________________________________________________
 NM1821* NAD 83(1995) POSITION- 42 33 15.35372(N) 097 35 27.02823(W)   ADJUSTED
 NM1821* NAVD 88 ORTHO HEIGHT -   575.    (meters)     1886.    (feet) SCALED
 NM1821  ______________________________________________________________________
 NM1821  GEOID HEIGHT    -        -25.471 (meters)                     GEOID18
 NM1821  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 NM1821  HORZ ORDER      -  FIRST
 NM1821
 NM1821.The horizontal coordinates were established by classical geodetic methods
 NM1821.and adjusted by the National Geodetic Survey in August 1997.
 NM1821
 NM1821.The orthometric height was scaled from a topographic map.
 NM1821
 NM1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1821.GEOID18 height accuracy estimate available here.
 NM1821
 NM1821.Click photographs - Photos may exist for this station.
 NM1821
 NM1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1821
 NM1821. The following values were computed from the NAD 83(1995) position.
 NM1821
 NM1821;                    North         East     Units Scale Factor Converg.
 NM1821;SPC NE       -   304,865.808   697,799.175   MT  0.99982626   +1 35 47.6
 NM1821;SPC NE       - 1,000,213.91  2,289,362.79   sFT  0.99982626   +1 35 47.6
 NM1821;UTM  14      - 4,712,280.809   615,685.976   MT  0.99976466   +0 57 11.2
 NM1821
 NM1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1821!SPC NE       -   0.99991379  x   0.99982626  =   0.99974006
 NM1821!UTM  14      -   0.99991379  x   0.99976466  =   0.99967847
 NM1821
 NM1821:                Primary Azimuth Mark                     Grid Az
 NM1821:SPC NE       -  DOWLING AZ MK                            156 57 22.9
 NM1821:UTM  14      -  DOWLING AZ MK                            157 35 59.3
 NM1821
 NM1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1568512280(NAD 83)
 NM1821
 NM1821|---------------------------------------------------------------------|
 NM1821| PID    Reference Object                     Distance      Geod. Az  |
 NM1821|                                                           dddmmss.s |
 NM1821| CO3008 DOWLING RM 1                         25.442 METERS 04218     |
 NM1821| NM1791 WAUSA LUTHERAN CHURCH SPIRE         APPROX. 7.4 KM 1470357.8 |
 NM1821| CO3007 DOWLING AZ MK                                      1583310.5 |
 NM1821| NM1822 BLOOMFIELD MUNICIPAL STANDPIPE      APPROX. 6.1 KM 3104754.4 |
 NM1821| CO3009 DOWLING RM 2                         25.444 METERS 31746     |
 NM1821|---------------------------------------------------------------------|
 NM1821
 NM1821                          SUPERSEDED SURVEY CONTROL
 NM1821
 NM1821  NAD 83(1986)-  42 33 15.35923(N)    097 35 27.01979(W) AD(       ) 1
 NM1821  NAD 27      -  42 33 15.35100(N)    097 35 25.78700(W) AD(       ) 1
 NM1821
 NM1821.Superseded values are not recommended for survey control.
 NM1821
 NM1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1821.See file dsdata.pdf to determine how the superseded data were derived.
 NM1821
 NM1821_MARKER: DS = TRIANGULATION STATION DISK
 NM1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1821_STAMPING: DOWLING 1940
 NM1821_MARK LOGO: CGS
 NM1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1821+STABILITY: SURFACE MOTION
 NM1821
 NM1821  HISTORY     - Date     Condition        Report By
 NM1821  HISTORY     - 1940     MONUMENTED       CGS
 NM1821
 NM1821                          STATION DESCRIPTION
 NM1821
 NM1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1821'STATION DOWLING IS 4 MILES SOUTHEAST OF BLOOMFIELD, 5 MILES
 NM1821'NORTH-NORTHWEST OF WAUSA, AIRLINE DISTANCE, ON HIGH GROUND
 NM1821'ALONG A SECTION RIGHT-OF-WAY, 0.35 MILE WEST OF THE NORTHEAST
 NM1821'CORNER OF SEC. 30, T. 30 N., R. 2 W.
 NM1821'
 NM1821'TO REACH FROM THE MAIN CORNER IN BLOOMFIELD GO EAST ON STATE
 NM1821'HIGHWAY 84 FOR 3.15 MILES AND TURN RIGHT (SOUTH) ONTO SECTION-LINE
 NM1821'ROAD, GO 3.0 MILES AND TURN RIGHT (WEST) AT SECTION CROSSROADS (TO
 NM1821'REACH AZIMUTH MARK CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.95
 NM1821'MILE), GO 0.35 MILE TO TOP OF GRADE AND STATION ON SOUTH
 NM1821'SIDE OF RIGHT-OF-WAY.
 NM1821'
 NM1821'STATION MARK IS ON HIGH POINT OF LOW RIDGE IN EAST-WEST
 NM1821'RIGHT-OF-WAY FENCE ON SOUTH SIDE OF SECTION-LINE ROAD, 31 FEET
 NM1821'SOUTH OF CENTERLINE OF RIGHT-OF-WAY, IS STAMPED DOWLING
 NM1821'1940, AND PROJECTS 4 INCHES.  UNDERGROUND MARK 40 INCHES
 NM1821'BENEATH SURFACE.
 NM1821'
 NM1821'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION, 2-1/2
 NM1821'FEET LOWER THAN STATION, 31 FEET NORTH OF CENTERLINE OF
 NM1821'ROADWAY, 6 INCHES SOUTH OF RIGHT-OF-WAY FENCE, IS STAMPED
 NM1821'DOWLING R.M. 1 1940, AND PROJECTS 4 INCHES.
 NM1821'
 NM1821'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM STATION 18 INCHES
 NM1821'LOWER THAN STATION, 31 FEET NORTH OF CENTERLINE OF ROADWAY,
 NM1821'6 INCHES SOUTH OF RIGHT-OF-WAY FENCE, IS STAMPED DOWLING
 NM1821'R.M. 2 1940, AND PROJECTS 6 INCHES.
 NM1821'
 NM1821'AZIMUTH MARK IS 1.0 MILE SOUTH-SOUTHEAST OF STATION, 3-1/2
 NM1821'FEET EAST OF WEST RIGHT-OF-WAY FENCE OF SECTION-LINE ROAD,
 NM1821'26-1/2 FEET WEST OF CENTERLINE OF ROAD, 69 FEET WEST BY NORTH
 NM1821'OF NORTHWEST CORNER OF SCHOOLYARD, ABOUT 50 YARDS NORTH OF
 NM1821'SECTION-LINE CROSSROADS, IS STAMPED DOWLING 1940, AND PROJECTS
 NM1821'4 INCHES.
 NM1821'
 NM1821'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1821'AS DESCRIBED.
 NM1821'
 NM1821'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1054 ***********************************************************************
 ML1054  DESIGNATION -  DOYLE
 ML1054  PID         -  ML1054
 ML1054  STATE/COUNTY-  NE/GREELEY
 ML1054  COUNTRY     -  US
 ML1054  USGS QUAD   -  SPALDING SE (2017)
 ML1054
 ML1054                         *CURRENT SURVEY CONTROL
 ML1054  ______________________________________________________________________
 ML1054* NAD 83(1995) POSITION- 41 33 42.26395(N) 098 21 41.96449(W)   ADJUSTED
 ML1054* NAVD 88 ORTHO HEIGHT -   660.    (meters)     2165.    (feet) SCALED
 ML1054  ______________________________________________________________________
 ML1054  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 ML1054  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 ML1054  HORZ ORDER      -  FIRST
 ML1054
 ML1054.The horizontal coordinates were established by classical geodetic methods
 ML1054.and adjusted by the National Geodetic Survey in August 1997.
 ML1054
 ML1054.The orthometric height was scaled from a topographic map.
 ML1054
 ML1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1054.GEOID18 height accuracy estimate available here.
 ML1054
 ML1054.Click photographs - Photos may exist for this station.
 ML1054
 ML1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1054
 ML1054. The following values were computed from the NAD 83(1995) position.
 ML1054
 ML1054;                    North         East     Units Scale Factor Converg.
 ML1054;SPC NE       -   193,191.205   636,610.608   MT  0.99965907   +1 05 08.6
 ML1054;SPC NE       -   633,828.15  2,088,613.30   sFT  0.99965907   +1 05 08.6
 ML1054;UTM  14      - 4,601,315.296   553,227.393   MT  0.99963486   +0 25 24.6
 ML1054
 ML1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1054!SPC NE       -   0.99990029  x   0.99965907  =   0.99955940
 ML1054!UTM  14      -   0.99990029  x   0.99963486  =   0.99953519
 ML1054
 ML1054:                Primary Azimuth Mark                     Grid Az
 ML1054:SPC NE       -  DOYLE RM 1                               110 25 06.6
 ML1054:UTM  14      -  DOYLE RM 1                               111 04 50.6
 ML1054
 ML1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5322701315(NAD 83)
 ML1054
 ML1054|---------------------------------------------------------------------|
 ML1054| PID    Reference Object                     Distance      Geod. Az  |
 ML1054|                                                           dddmmss.s |
 ML1054| CN9189 DOYLE RM 1                                         1113015.2 |
 ML1054| CN9190 DOYLE RM 2                           56.590 METERS 23842     |
 ML1054|---------------------------------------------------------------------|
 ML1054
 ML1054                          SUPERSEDED SURVEY CONTROL
 ML1054
 ML1054  NAD 83(1986)-  41 33 42.27034(N)    098 21 41.97014(W) AD(       ) 1
 ML1054  NAD 27      -  41 33 42.22600(N)    098 21 40.71800(W) AD(       ) 1
 ML1054
 ML1054.Superseded values are not recommended for survey control.
 ML1054
 ML1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1054.See file dsdata.pdf to determine how the superseded data were derived.
 ML1054
 ML1054_MARKER: DS = TRIANGULATION STATION DISK
 ML1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1054_STAMPING: DOYLE 1930
 ML1054_MARK LOGO: CGS
 ML1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1054+STABILITY: SURFACE MOTION
 ML1054
 ML1054  HISTORY     - Date     Condition        Report By
 ML1054  HISTORY     - 1930     MONUMENTED       CGS
 ML1054  HISTORY     - 1935     GOOD             NEGS
 ML1054
 ML1054                          STATION DESCRIPTION
 ML1054
 ML1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1054'STATION IS ABOUT 8-1/2 MILES E AND 1 MILE N OF GREELEY, ABOUT
 ML1054'11 MILES DUE W OF CEDAR RAPIDS, IN THE NW 1/4 OF SEC. 4, T 18 N,
 ML1054'R 9 W, IN LAND OWNED BY E.J. DOYLE.  STATION IS NEAR THE
 ML1054'HIGHEST POINT IN CULTIVATED FIELD ABOUT 3/4 MILE NW OF THE
 ML1054'HOME OF W.L. WALSH.  IT IS ABOUT 1/4 MILE E OF THE SECTION-LINE
 ML1054'ROAD, BEING 157.5 FEET E OF EASTERN FENCE LINE OF THE SW 40.
 ML1054'STATION IS 572 FEET N OF THE FENCE LINE WHICH PARALLELS THE
 ML1054'1/2-SECTION-LINE ROAD ON THE N AND IS AT THE HEAD OF A SMALL
 ML1054'SHALLOW RAVINE WHICH RUNS IN AN EASTERLY DIRECTION FROM THE
 ML1054'STATION, JOINING ANOTHER DEEPER RAVINE ABOUT 250 YARDS TO
 ML1054'THE EASTWARD.
 ML1054'
 ML1054'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1054'DISKS SET IN CONCRETE.
 ML1054'
 ML1054'REFERENCE MARK NO. 1 IS AN AZIMUTH MARK AND IS LOCATED AT THE FENCE
 ML1054'CORNER AT THE SOUTHEASTERN CORNER OF NW 1/4 SEC. 4.  IT IS ABOUT
 ML1054'1173 FEET, DISTANT.  REFERENCE MARK NO. 2 IS ON THE FENCE LINE
 ML1054'BETWEEN THE SE AND SW 40S OF THE NW 1/4 SEC. 4 AND IS 466
 ML1054'FEET N OF THE FENCE LINE WHICH PARALLELS THE ROAD.  THE STATION
 ML1054'IS 106.5 FEET N AND 157.5 E OF THIS MARK.
 ML1054'
 ML1054'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 METERS.
 ML1054
 ML1054                          STATION RECOVERY (1935)
 ML1054
 ML1054'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1054'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 ML1054'
 ML1054'THE MARK IS A STANDARD STATION DISK IN CONCRETE ABOUT 18 INCHES
 ML1054'BELOW SURFACE OF GROUND.
 ML1054'
 ML1054'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE PROJECTING
 ML1054'ABOUT 4 INCHES ABOVE GROUND.
 ML1054'
 ML1054'I FOUND THE STATION MARK TO BE 556 FEET INSTEAD OF 572 FEET
 ML1054'N OF THE N FENCE WHICH PARALLELS THE HALF-SECTION-LINE ROAD.
 ML1054'IN OTHER RESPECTS ORIGINAL DESCRIPTION FOUND TO BE ACCURATE AND
 ML1054'THE STATION WAS EASILY LOCATED BY MEASURING 186 FEET FROM
 ML1054'REFERENCE MARK NO. 2 AND 157.5 FEET FROM THE FENCE LINE SEPARATING
 ML1054'THE SW 1/4 AND SE 1/4 OF THE NW 1/4 SEC. 4.
 ML1054'
 ML1054'REFERENCE MARK NO. 1 IS AT A FENCE CORNER AT THE SE CORNER OF NW
 ML1054'1/4 OF SEC. 4 (AS DESCRIBED), ABOUT 7 YARDS N OF THE
 ML1054'HALF-SECTION-LINE ROAD.  BUT IS ABOUT 1/4 MILE RATHER THAN 1173
 ML1054'METERS (3848 FEET) FROM THE STATION.  REFERENCE MARK NO. 2 IS
 ML1054'AS DESCRIBED EXCEPT FOUND TO BE 456 FEET (SLOPE DISTANCE)
 ML1054'RATHER THAN 466 FEET N OF THE FENCE WHICH PARALLELS THE
 ML1054'HALF-SECTION-LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0581 ***********************************************************************
 LG0581  DESIGNATION -  DRY
 LG0581  PID         -  LG0581
 LG0581  STATE/COUNTY-  NE/SALINE
 LG0581  COUNTRY     -  US
 LG0581  USGS QUAD   -  SWANTON (2017)
 LG0581
 LG0581                         *CURRENT SURVEY CONTROL
 LG0581  ______________________________________________________________________
 LG0581* NAD 83(1995) POSITION- 40 29 41.69660(N) 097 06 08.29246(W)   ADJUSTED
 LG0581* NAVD 88 ORTHO HEIGHT -   462.070 (meters)     1515.97  (feet) ADJUSTED
 LG0581  ______________________________________________________________________
 LG0581  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 LG0581  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 LG0581  DYNAMIC HEIGHT  -        461.819 (meters)     1515.15  (feet) COMP
 LG0581  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0581
 LG0581  HORZ ORDER      -  SECOND
 LG0581  VERT ORDER      -  SECOND    CLASS 0
 LG0581
 LG0581.The horizontal coordinates were established by classical geodetic methods
 LG0581.and adjusted by the National Geodetic Survey in August 1997.
 LG0581
 LG0581.The orthometric height was determined by differential leveling and
 LG0581.adjusted by the NATIONAL GEODETIC SURVEY
 LG0581.in June 1991.
 LG0581
 LG0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0581.GEOID18 height accuracy estimate available here.
 LG0581
 LG0581.Click photographs - Photos may exist for this station.
 LG0581
 LG0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0581
 LG0581.The dynamic height is computed by dividing the NAVD 88
 LG0581.geopotential number by the normal gravity value computed on the
 LG0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0581.degrees latitude (g = 980.6199 gals.).
 LG0581
 LG0581.The modeled gravity was interpolated from observed gravity values.
 LG0581
 LG0581. The following values were computed from the NAD 83(1995) position.
 LG0581
 LG0581;                    North         East     Units Scale Factor Converg.
 LG0581;SPC NE       -    77,571.269   745,557.842   MT  0.99981283   +1 55 13.1
 LG0581;SPC NE       -   254,498.41  2,446,051.02   sFT  0.99981283   +1 55 13.1
 LG0581;UTM  14      - 4,484,420.150   660,815.952   MT  0.99991834   +1 13 57.3
 LG0581
 LG0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0581!SPC NE       -   0.99993173  x   0.99981283  =   0.99974457
 LG0581!UTM  14      -   0.99993173  x   0.99991834  =   0.99985007
 LG0581
 LG0581:                Primary Azimuth Mark                     Grid Az
 LG0581:SPC NE       -  SMOKE AZ MK                              089 20 01.1
 LG0581:UTM  14      -  SMOKE AZ MK                              090 01 16.9
 LG0581
 LG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6081584420(NAD 83)
 LG0581
 LG0581|---------------------------------------------------------------------|
 LG0581| PID    Reference Object                     Distance      Geod. Az  |
 LG0581|                                                           dddmmss.s |
 LG0581| LG0582 DRY RM 1                             82.253 METERS 09029     |
 LG0581| LG0583 SMOKE AZ MK                         APPROX. 1.3 KM 0911514.2 |
 LG0581| LG1102 WILBER MUNICIPAL TANK               APPROX.11.2 KM 0953921.4 |
 LG0581| LG0580 DRY RM 2                             71.122 METERS 27016     |
 LG0581|---------------------------------------------------------------------|
 LG0581
 LG0581                          SUPERSEDED SURVEY CONTROL
 LG0581
 LG0581  NAD 83(1986)-  40 29 41.70434(N)    097 06 08.29203(W) AD(       ) 2
 LG0581  NAD 27      -  40 29 41.68910(N)    097 06 07.16420(W) AD(       ) 2
 LG0581  NGVD 29 (??/??/92)  461.919  (m)         1515.48   (f) ADJ UNCH    2 0
 LG0581  NGVD 29             461.13   (m)         1512.9    (f) LEVELING    3  
 LG0581
 LG0581.Superseded values are not recommended for survey control.
 LG0581
 LG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0581.See file dsdata.pdf to determine how the superseded data were derived.
 LG0581
 LG0581_MARKER: DS = TRIANGULATION STATION DISK
 LG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0581_STAMPING: DRY 1961
 LG0581_MARK LOGO: CGS
 LG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0581+STABILITY: SURFACE MOTION
 LG0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0581+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2007
 LG0581
 LG0581  HISTORY     - Date     Condition        Report By
 LG0581  HISTORY     - 1961     MONUMENTED       CGS
 LG0581  HISTORY     - 1961     GOOD             CGS
 LG0581  HISTORY     - 1968     MARK NOT FOUND   CGS
 LG0581  HISTORY     - 20070415 GOOD             NEDR
 LG0581
 LG0581                          STATION DESCRIPTION
 LG0581
 LG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0581'LOCATED ABOUT 7-1/2 MILES WEST AND 1 MILE NORTH OF WILBER, ON
 LG0581'THE RIGHT-OF-WAY OF A EAST-WEST SECTION LINE ROAD 36.0 FEET
 LG0581'NORTH OF THE CENTER OF A GRAVELED ROAD, 4.8 FEET EAST OF A
 LG0581'POWERLINE POLE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 2.2
 LG0581'FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 LG0581'DISK CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LG0581'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LG0581'STAMPED-DRY 1961
 LG0581'
 LG0581'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 82 IN
 LG0581'WILBER, GO WEST ON STATE HIGHWAY 41 FOR 6.6 MILES TO A GRAVELED
 LG0581'CROSSROADS, (SPUR ROUTE 241, SOUTH) TURN RIGHT AND GO NORTH ON
 LG0581'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO
 LG0581'WEST FOR 0.15 MILE TO A WIRE GATE AND TRIANGULATION STATION
 LG0581'SMOKE AZIMUTH MARK ON THE LEFT.
 LG0581'CONTINUE WEST ON GRAVELED ROAD FOR 0.8 MILE TO STATION ON THE
 LG0581'RIGHT AS DESCRIBED.
 LG0581'
 LG0581'RM 1 IS 36.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2.6
 LG0581'FEET WEST OF A BASE OF A POWERLINE POLE AND IT IS ABOUT THE
 LG0581'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED
 LG0581'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0581'6 INCHES ABOVE THE GROUND SURFACE.  IT IS STAMPED- DRY NO 1 1961.
 LG0581'
 LG0581'R M 2 IS 50.6 FEET NORTHEAST OF A INTERSECTION OF THE CENTERLINES
 LG0581'OF A CROSSROAD, 2.1 FEET NORTHEAST OF A T INTERSECTION
 LG0581'POWERLINE POLE WITH USE BM 1508/4 PAINTED ON THE SOUTH SIDE OF
 LG0581'THE POLE AND THE BENCH MARK POINT MADE OF TWO NAILS DRIVEN
 LG0581'IN THE POLE AND CROSSED.  IT IS A STANDARD DISK CEMENTED IN
 LG0581'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 LG0581'INCHES ABOVE GROUND LEVEL.  IT IS STAMPED- DRY NO 2 1961.  IT
 LG0581'IS ABOUT 2 FEET LOWER THAN THE STATION.
 LG0581'
 LG0581'AZIMUTH MARK FOR STATION SMOKE WAS USED.  IT IS 36.0 FEET
 LG0581'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.0 FEET SOUTHEAST OF
 LG0581'A METAL WITNESS POST AND SIGN, 1.5 FEET NORTHEAST OF EAST GATE
 LG0581'POST, 1.5 FEET SOUTHWEST OF A TELEPHONE LINE POLE AND 1.0 FOOT
 LG0581'NORTH OF A FENCE.  IT IS A STANDARD DISK CEMENTED IN THE TOP
 LG0581'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 LG0581'ABOVE THE GROUND SURFACE.  IT IS STAMPED- SMOKE 1961.
 LG0581'
 LG0581'PICTURE POINT IS THE INTERSECTION OF THE LINE OF EAST EDGE OF A
 LG0581'NORTH-SOUTH ROAD AND THE SOUTH EDGE OF A EAST-WEST ROAD AND
 LG0581'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LG0581'
 LG0581'THE DISTANCE BETWEEN RM 1 AND RM 2 WAS NOT MEASURED.
 LG0581
 LG0581                          STATION RECOVERY (1961)
 LG0581
 LG0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0581'11.8 MI S FROM DORCHESTER.
 LG0581'0.3 MILE WEST ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LG0581'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0581'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.05
 LG0581'MILES EAST ALONG A GRAVEL ROAD, 0.05 MILE EAST OF A ROAD
 LG0581'CROSSING, 240 FEET EAST OF R.M. 2, 285 FEET WEST OF R.M. 1,
 LG0581'36 FEET NORTH OF THE CENTER LINE OF GRAVEL ROAD, 4.4 FEET EAST
 LG0581'OF A POWER LINE POLE, 2.3 FEET NORTH OF A METAL WITNESS POST
 LG0581'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0581'8 INCHES AND ABOUT LEVEL WITH ROAD.
 LG0581
 LG0581                          STATION RECOVERY (1968)
 LG0581
 LG0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0581'THE STATION SURFACE MARK WAS DESTROYED.  THE UNDERGROUND MARK,
 LG0581'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 LG0581'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961 TO
 LG0581'REACH THE STATION WAS ADEQUATE FOR RECOVERY.
 LG0581'
 LG0581'A NEW SURFACE STATION MARK WAS SET.
 LG0581'
 LG0581'FOLLOWING ARE NEW NOTES FOR THE MARKS.
 LG0581'
 LG0581'STATION SURFACE MARK, A STANDARD DISK STAMPED DRY 1961 1968, IS
 LG0581'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LG0581'IT IS 36 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 5 FEET
 LG0581'EAST OF A POWERLINE POLE WITH A TRIANGULAR BLAZE ON THE SOUTH
 LG0581'SIDE, 1.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 LG0581'MARK, A STANDARD DISK STAMPED DRY 1961, IS SET IN THE TOP OF
 LG0581'AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE SURFACE OF THE
 LG0581'GROUND.
 LG0581'
 LG0581'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRY NO. 1 1961,
 LG0581'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 LG0581'INCHES.  IT IS 269.86 FEET, 82.253 METERS EAST OF THE STATION,
 LG0581'36 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 2.5 FEET
 LG0581'WEST OF A POWERLINE POLE, AND 0.5 FEET SOUTH OF AN EAST-WEST
 LG0581'FENCE.
 LG0581'
 LG0581'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRY NO. 2 1961,
 LG0581'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0581'IT IS 233.34 FEET, 71.122 METERS WEST OF THE STATION, 50.5 FEET
 LG0581'NORTHEAST OF THE CENTER OF A CROSSROAD, 1.5 FEET EAST OF A
 LG0581'POWERLINE POLE, AND IN AN EAST-WEST FENCELINE.
 LG0581'
 LG0581'AZIMUTH MARK, A STANDARD DISK STAMPED SMOKE 1961, IS SET IN THE
 LG0581'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 LG0581'36 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTHEAST
 LG0581'OF A METAL WITNESS POST, 1.5 FEET NORTHEAST OF THE EAST GATE
 LG0581'POST, 1.5 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 LG0581'OF A FENCE.  IT IS 0.8 MILE EAST OF THE STATION.
 LG0581'
 LG0581'NOTE- DUE TO ADVERSE WEATHER CONDITIONS, OBSERVATIONS WERE NOT
 LG0581'TAKEN.
 LG0581'
 LG0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7-1/2
 LG0581'MILES WEST OF WILBER.
 LG0581
 LG0581                          STATION RECOVERY (2007)
 LG0581
 LG0581'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (MLH)
 LG0581'LOCATED ABOUT 7.5 MILES WEST AND 1 MILE NORTH OF WILBER, ON THE
 LG0581'RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD, 240 FEET EAST OF A
 LG0581'NORTH-SOUTH SECTION LINE ROAD (RD 1500), 36 FEET NORTH OF THE CENTER
 LG0581'OF AN EAST-WEST ROAD, 5 FEET EAST OF A POWERLINE POLE WITH A
 LG0581'TRIANGULAR BLAZE ON THE SOUTH SIDE,
 LG0581'1.5 FEET WEST OF A METAL WITNESS POST. IT IS A STANDARD DISK STAMPED
 LG0581'DRY 1961 1968, SET IN THE TOP OF A ROUND CONCRETE POST AND IS 2 INCHES
 LG0581'BELOW THE GROUND SURFACE.
 LG0581'NOTE- A LEVEL TIE BETWEEN THE STATION AND THE RMS FOUND THAT THE
 LG0581'PUBLISHED STATION ELEVATION DID NOT MATCH THE RMS.  THE PUBLISHED
 LG0581'STATION ELEVATION IS SUSPECTED TO BE THAT OF THE 1961 MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0688 ***********************************************************************
 NN0688  DESIGNATION -  DRY
 NN0688  PID         -  NN0688
 NN0688  STATE/COUNTY-  NE/HOLT
 NN0688  COUNTRY     -  US
 NN0688  USGS QUAD   -  EMMET SW (2017)
 NN0688
 NN0688                         *CURRENT SURVEY CONTROL
 NN0688  ______________________________________________________________________
 NN0688* NAD 83(1995) POSITION- 42 15 12.17179(N) 098 57 48.35571(W)   ADJUSTED
 NN0688* NAVD 88 ORTHO HEIGHT -   676.48  (+/-2cm)     2219.4   (feet) VERTCON
 NN0688  ______________________________________________________________________
 NN0688  GEOID HEIGHT    -        -23.780 (meters)                     GEOID18
 NN0688  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 NN0688  HORZ ORDER      -  SECOND
 NN0688  VERT ORDER      -  THIRD ? (See Below)
 NN0688
 NN0688.The horizontal coordinates were established by classical geodetic methods
 NN0688.and adjusted by the National Geodetic Survey in August 1997.
 NN0688
 NN0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0688
 NN0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0688.GEOID18 height accuracy estimate available here.
 NN0688
 NN0688.The vertical order pertains to the NGVD 29 superseded value.
 NN0688
 NN0688.Click photographs - Photos may exist for this station.
 NN0688
 NN0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0688
 NN0688. The following values were computed from the NAD 83(1995) position.
 NN0688
 NN0688;                    North         East     Units Scale Factor Converg.
 NN0688;SPC NE       -   269,207.179   585,514.922   MT  0.99974369   +0 41 12.9
 NN0688;SPC NE       -   883,223.89  1,920,976.87   sFT  0.99974369   +0 41 12.9
 NN0688;UTM  14      - 4,677,910.103   503,016.419   MT  0.99960011   +0 01 28.5
 NN0688
 NN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0688!SPC NE       -   0.99989764  x   0.99974369  =   0.99964136
 NN0688!UTM  14      -   0.99989764  x   0.99960011  =   0.99949779
 NN0688
 NN0688:                Primary Azimuth Mark                     Grid Az
 NN0688:SPC NE       -  DRY AZ MK                                359 29 21.6
 NN0688:UTM  14      -  DRY AZ MK                                000 09 06.0
 NN0688
 NN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0301677910(NAD 83)
 NN0688
 NN0688|---------------------------------------------------------------------|
 NN0688| PID    Reference Object                     Distance      Geod. Az  |
 NN0688|                                                           dddmmss.s |
 NN0688| CO3018 DRY AZ MK                                          0001034.5 |
 NN0688| CO3020 DRY RM 2                             15.177 METERS 00338     |
 NN0688| CO3019 DRY RM 1                             11.290 METERS 27423     |
 NN0688|---------------------------------------------------------------------|
 NN0688
 NN0688                          SUPERSEDED SURVEY CONTROL
 NN0688
 NN0688  NAD 83(1986)-  42 15 12.17620(N)    098 57 48.36392(W) AD(       ) 2
 NN0688  NAD 27      -  42 15 12.16000(N)    098 57 47.00100(W) AD(       ) 2
 NN0688  NGVD 29             676.23   (m)         2218.6    (f) LEVELING    3  
 NN0688
 NN0688.Superseded values are not recommended for survey control.
 NN0688
 NN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0688.See file dsdata.pdf to determine how the superseded data were derived.
 NN0688
 NN0688_MARKER: DS = TRIANGULATION STATION DISK
 NN0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0688_STAMPING: DRY 1949
 NN0688_MARK LOGO: CGS
 NN0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0688+STABILITY: SURFACE MOTION
 NN0688
 NN0688  HISTORY     - Date     Condition        Report By
 NN0688  HISTORY     - 1949     MONUMENTED       CGS
 NN0688
 NN0688                          STATION DESCRIPTION
 NN0688
 NN0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0688'THE STATION IS LOCATED ABOUT 3.0 MILES WEST AND 1-1/4 MILES
 NN0688'NORTH OF AMELIA ON THE WEST SIDE OF STATE ROUTE NO 11.  IT IS
 NN0688'35 FEET WEST OF THE CENTER OF STATE ROUTE NO 11, 5 FEET
 NN0688'WEST OF FENCE LINE AND 5 FEET WEST-NORTHWEST OF WITNESS POST.
 NN0688'IT IS STAMPED DRY 1949 AND PROJECTS 2 INCHES.
 NN0688'
 NN0688'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET IN THE OPEN
 NN0688'PASTURE.  IT IS STAMPED DRY NO 1 1949 AND SET FLUSH WITH THE
 NN0688'GROUND SURFACE.
 NN0688'
 NN0688'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 35 FEET NORTH OF
 NN0688'THE CENTER OF STATE ROUTE NO 11 AND 1 FOOT WEST OF NORTH-SOUTH
 NN0688'FENCE LINE.  IT IS STAMPED DRY NO 2 1949 AND PROJECTS 2 INCHES.
 NN0688'
 NN0688'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 35
 NN0688'FEET WEST OF THE CENTER OF STATE ROUTE NO 11.  1 FOOT WEST
 NN0688'OF NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF WITNESS POST.
 NN0688'IT IS STAMPED DRY 1949 AND PROJECTS 2 INCHES.  TO REACH FROM
 NN0688'THE STATION, GO NORTH ON STATE ROUTE NO 11 FOR 0.3 MILE TO THE
 NN0688'MARK ON THE WEST SIDE AS DESCRIBED.
 NN0688'
 NN0688'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 11
 NN0688'AND 95 ABOUT 3.0 MILES WEST OF AMELIA, GO NORTH ON STATE
 NN0688'ROUTE NO 11 FOR 1.4 MILES TO OLD BRACE POST IN FENCE LINE ON
 NN0688'THE WEST SIDE AND STATION AS DESCRIBED.
 NN0688'
 NN0688'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0688'
 NN0688'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0688'
 NN0688'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0495 ***********************************************************************
 NO0495  DESIGNATION -  DRY
 NO0495  PID         -  NO0495
 NO0495  STATE/COUNTY-  NE/CHERRY
 NO0495  COUNTRY     -  US
 NO0495  USGS QUAD   -  MERRIMAN (2017)
 NO0495
 NO0495                         *CURRENT SURVEY CONTROL
 NO0495  ______________________________________________________________________
 NO0495* NAD 83(1995) POSITION- 42 55 02.64099(N) 101 43 24.79650(W)   ADJUSTED
 NO0495* NAVD 88 ORTHO HEIGHT -  1061.    (meters)     3481.    (feet) SCALED
 NO0495  ______________________________________________________________________
 NO0495  GEOID HEIGHT    -        -19.296 (meters)                     GEOID18
 NO0495  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 NO0495  HORZ ORDER      -  SECOND
 NO0495
 NO0495.The horizontal coordinates were established by classical geodetic methods
 NO0495.and adjusted by the National Geodetic Survey in August 1997.
 NO0495
 NO0495.The orthometric height was scaled from a topographic map.
 NO0495
 NO0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0495.GEOID18 height accuracy estimate available here.
 NO0495
 NO0495.Click photographs - Photos may exist for this station.
 NO0495
 NO0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0495
 NO0495. The following values were computed from the NAD 83(1995) position.
 NO0495
 NO0495;                    North         East     Units Scale Factor Converg.
 NO0495;SPC NE       -   343,847.864   359,286.088   MT  0.99996315   -1 08 31.9
 NO0495;SPC NE       - 1,128,107.53  1,178,757.77   sFT  0.99996315   -1 08 31.9
 NO0495;SPC SD S     -    65,835.194   486,495.724   MT  0.99998116   -0 57 32.6
 NO0495;SPC SD S     -   215,994.30  1,596,111.39   sFT  0.99998116   -0 57 32.6
 NO0495;UTM  14      - 4,755,241.423   277,704.209   MT  1.00020796   -1 51 19.2
 NO0495
 NO0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0495!SPC NE       -   0.99983660  x   0.99996315  =   0.99979975
 NO0495!SPC SD S     -   0.99983660  x   0.99998116  =   0.99981776
 NO0495!UTM  14      -   0.99983660  x   1.00020796  =   1.00004452
 NO0495
 NO0495:                Primary Azimuth Mark                     Grid Az
 NO0495:SPC NE       -  DRY AZ MK                                046 42 49.6
 NO0495:SPC SD S     -  DRY AZ MK                                046 31 50.3
 NO0495:UTM  14      -  DRY AZ MK                                047 25 36.9
 NO0495
 NO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7770455241(NAD 83)
 NO0495
 NO0495|---------------------------------------------------------------------|
 NO0495| PID    Reference Object                     Distance      Geod. Az  |
 NO0495|                                                           dddmmss.s |
 NO0495| NO0317 DRY AZ MK                                          0453417.7 |
 NO0495| CP9200 DRY RM 1                             11.953 METERS 09931     |
 NO0495| CP9201 DRY RM 2                             13.338 METERS 19501     |
 NO0495|---------------------------------------------------------------------|
 NO0495
 NO0495                          SUPERSEDED SURVEY CONTROL
 NO0495
 NO0495  NAD 83(1986)-  42 55 02.63445(N)    101 43 24.80277(W) AD(       ) 2
 NO0495  NAD 27      -  42 55 02.62900(N)    101 43 23.29100(W) AD(       ) 2
 NO0495
 NO0495.Superseded values are not recommended for survey control.
 NO0495
 NO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0495.See file dsdata.pdf to determine how the superseded data were derived.
 NO0495
 NO0495_MARKER: DS = TRIANGULATION STATION DISK
 NO0495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0495_STAMPING: DRY 1946
 NO0495_MARK LOGO: CGS
 NO0495_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0495
 NO0495  HISTORY     - Date     Condition        Report By
 NO0495  HISTORY     - 1946     MONUMENTED       CGS
 NO0495
 NO0495                          STATION DESCRIPTION
 NO0495
 NO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0495'LOCATED ABOUT 1.0 MILE WEST-SOUTHWEST OF MERRIMAN AND ABOUT
 NO0495'0.5 MILE SOUTH OF U.S. HIGHWAY NO. 20 ON THE HIGHEST POINT OF
 NO0495'A HIGH, FLAT-TOPPED SAND HILL.  IT IS A STANDARD DISK STAMPED
 NO0495'DRY 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0495'6 INCHES.
 NO0495'
 NO0495'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NO0495'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL
 NO0495'PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED DRY NO 1 1946.
 NO0495'
 NO0495'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0495'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL
 NO0495'PIPE THAT PROJECTS 10 INCHES.  IT IS STAMPED DRY NO 2 1946.
 NO0495'
 NO0495'THE AZIMUTH MARK IS 48 FEET SOUTH OF A RAILROAD TRACK, 30
 NO0495'FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 2270 AND 24 FEET
 NO0495'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20.  IT IS A
 NO0495'STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0495'PROJECTS 10 INCHES.  IT IS STAMPED DRY 1946.
 NO0495'
 NO0495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 NO0495'61 AND U.S. HIGHWAY NO. 20 AT THE NORTH EDGE OF MERRIMAN,
 NO0495'GO WEST ON NO. 20 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 NO0495'RIGHT.  CONTINUE FOR 1.4 MILES (WESTERLY ON NO. 20) TO A
 NO0495'WIRE GATE ON LEFT.  THEN THROUGH GATE, TURN LEFT (EAST)
 NO0495'FOLLOWING A POWER LINE FOR 0.9 MILE TO A WIRE GATE.  THROUGH
 NO0495'GATE, CONTINUE EAST, FOR 0.2 MILE.  TURN RIGHT, SOUTH, FOR
 NO0495'0.4 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0317 ***********************************************************************
 NO0317  DESIGNATION -  DRY AZ MK
 NO0317  PID         -  NO0317
 NO0317  STATE/COUNTY-  NE/CHERRY
 NO0317  COUNTRY     -  US
 NO0317  USGS QUAD   -  MERRIMAN (2017)
 NO0317
 NO0317                         *CURRENT SURVEY CONTROL
 NO0317  ______________________________________________________________________
 NO0317* NAD 83(1986) POSITION- 42 55 22.     (N) 101 42 57.     (W)   SCALED
 NO0317* NAVD 88 ORTHO HEIGHT -   996.013 (meters)     3267.75  (feet) ADJUSTED
 NO0317  ______________________________________________________________________
 NO0317  GEOID HEIGHT    -        -19.308 (meters)                     GEOID18
 NO0317  DYNAMIC HEIGHT  -        995.576 (meters)     3266.32  (feet) COMP
 NO0317  MODELED GRAVITY -    980,147.1   (mgal)                       NAVD 88
 NO0317
 NO0317  VERT ORDER      -  FIRST     CLASS II
 NO0317
 NO0317.The horizontal coordinates were scaled from a map and have
 NO0317.an estimated accuracy of +/- 6 seconds.
 NO0317
 NO0317.The orthometric height was determined by differential leveling and
 NO0317.adjusted by the NATIONAL GEODETIC SURVEY
 NO0317.in June 1991.
 NO0317
 NO0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0317.GEOID18 height accuracy estimate available here.
 NO0317
 NO0317.Click photographs - Photos may exist for this station.
 NO0317
 NO0317.The dynamic height is computed by dividing the NAVD 88
 NO0317.geopotential number by the normal gravity value computed on the
 NO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0317.degrees latitude (g = 980.6199 gals.).
 NO0317
 NO0317.The modeled gravity was interpolated from observed gravity values.
 NO0317
 NO0317;                    North         East    Units  Estimated Accuracy
 NO0317;SPC NE       -   344,430.      359,930.      MT  (+/- 180 meters Scaled)
 NO0317
 NO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN783558(NAD 83)
 NO0317
 NO0317                          SUPERSEDED SURVEY CONTROL
 NO0317
 NO0317  NGVD 29 (??/??/92)  995.589  (m)         3266.36   (f) ADJ UNCH    1 2
 NO0317
 NO0317.Superseded values are not recommended for survey control.
 NO0317
 NO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0317.See file dsdata.pdf to determine how the superseded data were derived.
 NO0317
 NO0317_MARKER: DZ = AZIMUTH MARK DISK
 NO0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0317_STAMPING: DRY 1946
 NO0317_MARK LOGO: CGS
 NO0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0317+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0317
 NO0317  HISTORY     - Date     Condition        Report By
 NO0317  HISTORY     - 1946     MONUMENTED       CGS
 NO0317  HISTORY     - 1957     GOOD             CGS
 NO0317  HISTORY     - 19990914 GOOD             NEDR
 NO0317
 NO0317                          STATION DESCRIPTION
 NO0317
 NO0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0317'0.8 MI W FROM MERRIMAN.
 NO0317'ABOUT 0.8 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0317'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 37 W., SECTION
 NO0317'18., 28 FEET SOUTHEAST OF THE 4TH TELEPHONE POLE EAST OF MILEPOST
 NO0317'333, 48 FEET SOUTH OF THE SOUTH RAIL, 31 1/2 FEET NORTH OF THE
 NO0317'CENTERLINE OF U.S. HIGHWAY 20, 2 1/2 FEET WEST OF A VERTICAL
 NO0317'RAIL WHICH PROJECTS 3 1/2 FEET, 1 FOOT EAST OF A WHITE WOODEN
 NO0317'WITNESS POST, AN AZIMUTH DISK BRAZED ON THE TOP OF A 2 1/2-INCH
 NO0317'IRON PIPE WHICH PROJECTS 1 FOOT.
 NO0317
 NO0317                          STATION RECOVERY (1999)
 NO0317
 NO0317'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0317'0.8 MI (1.3 KM) WEST ALONG U.S.  HIGHWAY 20, FROM THE WEST JUNCTION
 NO0317'WITH STATE HIGHWAY 26, AT MERRIMAN, ON RAILROAD RIGHT-OF-WAY AND NEAR
 NO0317'THE CENTER OF SEC18, T34N, R37W, 336 FT (102.4 M) WEST OF A DRIVE
 NO0317'LEADING NORTH, 250 FT (76.2 M) NORTH OF THE HIGHWAY, 70.70 FT (21.55
 NO0317'M) WEST OF A STEEL T-POST NUMBERED 10, 47.62 FT (14.51 M) SOUTH OF THE
 NO0317'SOUTH RAIL OF THE RAILROAD TRACK, 30.15 FT (9.19 M) EAST OF A STEEL
 NO0317'T-POST NUMBERED 11, AND 0.6 FT (18.3 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0582 ***********************************************************************
 LG0582  DESIGNATION -  DRY RM 1
 LG0582  PID         -  LG0582
 LG0582  STATE/COUNTY-  NE/SALINE
 LG0582  COUNTRY     -  US
 LG0582  USGS QUAD   -  SWANTON (2017)
 LG0582
 LG0582                         *CURRENT SURVEY CONTROL
 LG0582  ______________________________________________________________________
 LG0582* NAD 83(1986) POSITION- 40 29 41.67   (N) 097 06 04.80   (W)   HD_HELD1
 LG0582* NAVD 88 ORTHO HEIGHT -   461.286 (meters)     1513.40  (feet) ADJUSTED
 LG0582  ______________________________________________________________________
 LG0582  GEOID HEIGHT    -        -26.831 (meters)                     GEOID18
 LG0582  DYNAMIC HEIGHT  -        461.035 (meters)     1512.58  (feet) COMP
 LG0582  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0582
 LG0582  VERT ORDER      -  SECOND    CLASS 0
 LG0582
 LG0582.The horizontal coordinates were determined by differentially corrected
 LG0582.hand held GPS observations or other comparable positioning techniques
 LG0582.and have an estimated accuracy of +/- 3 meters.
 LG0582
 LG0582.The orthometric height was determined by differential leveling and
 LG0582.adjusted by the NATIONAL GEODETIC SURVEY
 LG0582.in June 1991.
 LG0582
 LG0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0582.GEOID18 height accuracy estimate available here.
 LG0582
 LG0582.Click photographs - Photos may exist for this station.
 LG0582
 LG0582.The dynamic height is computed by dividing the NAVD 88
 LG0582.geopotential number by the normal gravity value computed on the
 LG0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0582.degrees latitude (g = 980.6199 gals.).
 LG0582
 LG0582.The modeled gravity was interpolated from observed gravity values.
 LG0582
 LG0582;                    North         East    Units  Estimated Accuracy
 LG0582;SPC NE       -    77,573.2     745,640.1     MT  (+/- 3 meters HH1 GPS) 
 LG0582
 LG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6089884421(NAD 83)
 LG0582
 LG0582                          SUPERSEDED SURVEY CONTROL
 LG0582
 LG0582  NGVD 29 (??/??/92)  461.134  (m)         1512.90   (f) ADJ UNCH    2 0
 LG0582
 LG0582.Superseded values are not recommended for survey control.
 LG0582
 LG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0582.See file dsdata.pdf to determine how the superseded data were derived.
 LG0582
 LG0582_MARKER: DR = REFERENCE MARK DISK
 LG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0582_STAMPING: DRY NO 1 1961
 LG0582_MARK LOGO: CGS
 LG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0582+STABILITY: SURFACE MOTION
 LG0582
 LG0582  HISTORY     - Date     Condition        Report By
 LG0582  HISTORY     - 1961     MONUMENTED       CGS
 LG0582
 LG0582                          STATION DESCRIPTION
 LG0582
 LG0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0582'11.8 MI S FROM DORCHESTER.
 LG0582'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0582'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE
 LG0582'10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.05 MILES EAST
 LG0582'ALONG A GRAVEL ROAD, 285 FEET EAST OF TRIANGULATION STATION,
 LG0582'36 FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 3 FEET WEST OF A
 LG0582'POWER LINE POLE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0582'7 INCHES AND ABOUT 1 FOOT LOWER THAN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0580 ***********************************************************************
 LG0580  DESIGNATION -  DRY RM 2
 LG0580  PID         -  LG0580
 LG0580  STATE/COUNTY-  NE/SALINE
 LG0580  COUNTRY     -  US
 LG0580  USGS QUAD   -  SWANTON (2017)
 LG0580
 LG0580                         *CURRENT SURVEY CONTROL
 LG0580  ______________________________________________________________________
 LG0580* NAD 83(1986) POSITION- 40 29 41.71   (N) 097 06 11.31   (W)   HD_HELD1
 LG0580* NAVD 88 ORTHO HEIGHT -   460.781 (meters)     1511.75  (feet) ADJUSTED
 LG0580  ______________________________________________________________________
 LG0580  GEOID HEIGHT    -        -26.833 (meters)                     GEOID18
 LG0580  DYNAMIC HEIGHT  -        460.531 (meters)     1510.93  (feet) COMP
 LG0580  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0580
 LG0580  VERT ORDER      -  SECOND    CLASS 0
 LG0580
 LG0580.The horizontal coordinates were determined by differentially corrected
 LG0580.hand held GPS observations or other comparable positioning techniques
 LG0580.and have an estimated accuracy of +/- 3 meters.
 LG0580
 LG0580.The orthometric height was determined by differential leveling and
 LG0580.adjusted by the NATIONAL GEODETIC SURVEY
 LG0580.in June 1991.
 LG0580
 LG0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0580.GEOID18 height accuracy estimate available here.
 LG0580
 LG0580.Click photographs - Photos may exist for this station.
 LG0580
 LG0580.The dynamic height is computed by dividing the NAVD 88
 LG0580.geopotential number by the normal gravity value computed on the
 LG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0580.degrees latitude (g = 980.6199 gals.).
 LG0580
 LG0580.The modeled gravity was interpolated from observed gravity values.
 LG0580
 LG0580;                    North         East    Units  Estimated Accuracy
 LG0580;SPC NE       -    77,569.3     745,486.8     MT  (+/- 3 meters HH1 GPS) 
 LG0580
 LG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6074484419(NAD 83)
 LG0580
 LG0580                          SUPERSEDED SURVEY CONTROL
 LG0580
 LG0580  NGVD 29 (??/??/92)  460.629  (m)         1511.25   (f) ADJ UNCH    2 0
 LG0580
 LG0580.Superseded values are not recommended for survey control.
 LG0580
 LG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0580.See file dsdata.pdf to determine how the superseded data were derived.
 LG0580
 LG0580_MARKER: DR = REFERENCE MARK DISK
 LG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0580_STAMPING: DRY NO 2 1961
 LG0580_MARK LOGO: CGS
 LG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0580+STABILITY: SURFACE MOTION
 LG0580
 LG0580  HISTORY     - Date     Condition        Report By
 LG0580  HISTORY     - 1961     MONUMENTED       CGS
 LG0580
 LG0580                          STATION DESCRIPTION
 LG0580
 LG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0580'11.8 MI S FROM DORCHESTER.
 LG0580'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0580'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0580'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.05
 LG0580'MILES EAST ALONG A GRAVEL ROAD, 204 FEET WEST OF A TRIANGULATION
 LG0580'STATION, 56 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 LG0580'39 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 36 FEET NORTH
 LG0580'OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A POWER POLE
 LG0580'NUMBER U.E. 1509-4 WITH ONE GUY WIRE, 2 FEET HIGHER THAN THE ROAD,
 LG0580'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 LG0580'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1013 ***********************************************************************
 LG1013  DESIGNATION -  DU BOIS MUNICIPAL TANK
 LG1013  PID         -  LG1013
 LG1013  STATE/COUNTY-  NE/PAWNEE
 LG1013  COUNTRY     -  US
 LG1013  USGS QUAD   -  DU BOIS (2017)
 LG1013
 LG1013                         *CURRENT SURVEY CONTROL
 LG1013  ______________________________________________________________________
 LG1013* NAD 83(1995) POSITION- 40 02 06.26654(N) 096 02 55.80635(W)   ADJUSTED
 LG1013  ______________________________________________________________________
 LG1013  GEOID HEIGHT    -        -29.280 (meters)                     GEOID18
 LG1013  LAPLACE CORR    -         -7.87  (seconds)                    DEFLEC18
 LG1013  HORZ ORDER      -  THIRD
 LG1013
 LG1013.The horizontal coordinates were established by classical geodetic methods
 LG1013.and adjusted by the National Geodetic Survey in August 1997.
 LG1013
 LG1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1013.GEOID18 height accuracy estimate available here.
 LG1013
 LG1013.Click photographs - Photos may exist for this station.
 LG1013
 LG1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1013
 LG1013. The following values were computed from the NAD 83(1995) position.
 LG1013
 LG1013;                    North         East     Units Scale Factor Converg.
 LG1013;SPC NE       -    30,104.966   837,109.864   MT  0.99998434   +2 37 06.3
 LG1013;SPC NE       -    98,769.38  2,746,417.95   sFT  0.99998434   +2 37 06.3
 LG1013;UTM  14      - 4,435,823.532   751,801.034   MT  1.00038061   +1 53 57.7
 LG1013;UTM  15      - 4,436,104.514   239,864.145   MT  1.00043315   -1 57 44.2
 LG1013
 LG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5180135823(NAD 83)
 LG1013
 LG1013                          SUPERSEDED SURVEY CONTROL
 LG1013
 LG1013  NAD 83(1986)-  40 02 06.27393(N)    096 02 55.80226(W) AD(       ) 3
 LG1013  NAD 27      -  40 02 06.27000(N)    096 02 54.80000(W) AD(       ) 3
 LG1013
 LG1013.Superseded values are not recommended for survey control.
 LG1013
 LG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1013.See file dsdata.pdf to determine how the superseded data were derived.
 LG1013
 LG1013_MARKER: 53 = ELEVATED TANK
 LG1013
 LG1013  HISTORY     - Date     Condition        Report By
 LG1013  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1013
 LG1013                          STATION DESCRIPTION
 LG1013
 LG1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1013'THE TANK IS LOCATED AT THE NORTH EDGE OF TOWN.  IT IS A 4 LEGGED
 LG1013'STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  THE TANK IS PAINTED
 LG1013'SILVER AND THE LEGS ARE BLACK.  THE LETTERS DU BOIS ARE PAINTED
 LG1013'WITH BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.  IT
 LG1013'IS ABOUT 100 FEET HIGH.  IT IS 150 FEET WEST OF STATE HIGHWAY 50
 LG1013'AND 250 FEET SOUTH OF AN EAST-WEST STREET.  THE POINT OBSERVED
 LG1013'UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0784 ***********************************************************************
 LG0784  DESIGNATION -  DUBA
 LG0784  PID         -  LG0784
 LG0784  STATE/COUNTY-  NE/SALINE
 LG0784  COUNTRY     -  US
 LG0784  USGS QUAD   -  DORCHESTER NW (2017)
 LG0784
 LG0784                         *CURRENT SURVEY CONTROL
 LG0784  ______________________________________________________________________
 LG0784* NAD 83(1995) POSITION- 40 39 16.28575(N) 097 11 38.60716(W)   ADJUSTED
 LG0784* NAVD 88 ORTHO HEIGHT -   461.848 (meters)     1515.25  (feet) ADJUSTED
 LG0784  ______________________________________________________________________
 LG0784  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 LG0784  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 LG0784  DYNAMIC HEIGHT  -        461.592 (meters)     1514.41  (feet) COMP
 LG0784  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 LG0784
 LG0784  HORZ ORDER      -  SECOND
 LG0784  VERT ORDER      -  FIRST     CLASS II
 LG0784
 LG0784.The horizontal coordinates were established by classical geodetic methods
 LG0784.and adjusted by the National Geodetic Survey in August 1997.
 LG0784
 LG0784.The orthometric height was determined by differential leveling and
 LG0784.adjusted by the NATIONAL GEODETIC SURVEY
 LG0784.in May 1993.
 LG0784
 LG0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0784.GEOID18 height accuracy estimate available here.
 LG0784
 LG0784.Click photographs - Photos may exist for this station.
 LG0784
 LG0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0784
 LG0784.The dynamic height is computed by dividing the NAVD 88
 LG0784.geopotential number by the normal gravity value computed on the
 LG0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0784.degrees latitude (g = 980.6199 gals.).
 LG0784
 LG0784.The modeled gravity was interpolated from observed gravity values.
 LG0784
 LG0784. The following values were computed from the NAD 83(1995) position.
 LG0784
 LG0784;                    North         East     Units Scale Factor Converg.
 LG0784;SPC NE       -    95,025.531   737,210.163   MT  0.99976806   +1 51 34.2
 LG0784;SPC NE       -   311,762.93  2,418,663.68   sFT  0.99976806   +1 51 34.2
 LG0784;UTM  14      - 4,501,974.965   652,676.673   MT  0.99988692   +1 10 36.5
 LG0784
 LG0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0784!SPC NE       -   0.99993179  x   0.99976806  =   0.99969986
 LG0784!UTM  14      -   0.99993179  x   0.99988692  =   0.99981871
 LG0784
 LG0784:                Primary Azimuth Mark                     Grid Az
 LG0784:SPC NE       -  DUBA AZ MK 2                             084 54 04.1
 LG0784:UTM  14      -  DUBA AZ MK 2                             085 35 01.8
 LG0784
 LG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5267601974(NAD 83)
 LG0784
 LG0784|---------------------------------------------------------------------|
 LG0784| PID    Reference Object                     Distance      Geod. Az  |
 LG0784|                                                           dddmmss.s |
 LG0784| CN9199 DUBA RM 1                            19.602 METERS 07131     |
 LG0784| LG1286 DUBA AZ MK 2                                       0864538.3 |
 LG0784| CN9198 DUBA AZ MK                                         0873546.4 |
 LG0784| LG0775 DORCHESTER MUNICIPAL TANK           APPROX. 6.8 KM 0973338.9 |
 LG0784| LG1285 DUBA RM 3                             6.646 METERS 11146     |
 LG0784| CN9200 DUBA RM 2                            24.016 METERS 16101     |
 LG0784|---------------------------------------------------------------------|
 LG0784
 LG0784                          SUPERSEDED SURVEY CONTROL
 LG0784
 LG0784  NAD 83(1986)-  40 39 16.29339(N)    097 11 38.60770(W) AD(       ) 2
 LG0784  NAD 27      -  40 39 16.27300(N)    097 11 37.45600(W) AD(       ) 2
 LG0784
 LG0784.Superseded values are not recommended for survey control.
 LG0784
 LG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0784.See file dsdata.pdf to determine how the superseded data were derived.
 LG0784
 LG0784_MARKER: DS = TRIANGULATION STATION DISK
 LG0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0784_STAMPING: DUBA 1947
 LG0784_MARK LOGO: CGS
 LG0784_PROJECTION: FLUSH
 LG0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0784+STABILITY: SURFACE MOTION
 LG0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0784+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0784
 LG0784  HISTORY     - Date     Condition        Report By
 LG0784  HISTORY     - 1947     MONUMENTED       CGS
 LG0784  HISTORY     - 1947     GOOD             CGS
 LG0784  HISTORY     - 1964     GOOD             CGS
 LG0784  HISTORY     - 1969     GOOD             CGS
 LG0784  HISTORY     - 1975     GOOD             NEDR
 LG0784  HISTORY     - 19911008 GOOD             NGS
 LG0784
 LG0784                          STATION DESCRIPTION
 LG0784
 LG0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0784'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF FRIEND, 4.3 MILES
 LG0784'WEST OF DORCHESTER, 90 FEET WEST-SOUTHWEST OF AN ABANDONDED
 LG0784'FILLING STATION, 52.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.
 LG0784'6, 24 FEET SOUTHEAST OF A FENCE CORNER, AND 14 FEET EAST OF A
 LG0784'NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG0784'STAMPED DUBA 1947.
 LG0784'
 LG0784'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF U.S.
 LG0784'HIGHWAY NO. 6 AND IS SET FLUSH WITH THE GROUND.  IT IS STAMPED
 LG0784'DUBA NO 1 1947.
 LG0784'
 LG0784'REFERENCE MARK NO. 2 IS 37 FEET EAST OF A T FENCE INTERSECTION,
 LG0784'25 FEET NORTH OF A TIN COVERED SHED AND 0.8 FOOT NORTH OF A WOVEN
 LG0784'WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED DUBA NO 2 1947.
 LG0784'
 LG0784'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 6
 LG0784'AND 1 FOOT WEST OF TELEPHONE POLE NO. 1880.  IT PROJECTS 4 INCHES
 LG0784'AND IS STAMPED DUBA 1947.
 LG0784'
 LG0784'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO SOUTH
 LG0784'0.15 MILE TO STATE HIGHWAY NO. 33, TURN RIGHT, WEST, AND GO 2
 LG0784'MILES TO JUNCTION WITH U.S. HIGHWAY NO. 6, CONTINUE WEST ON U.S.
 LG0784'HIGHWAY NO. 6 FOR 3.9 MILES TO THE STATION ON THE LEFT AS
 LG0784'DESCRIBED.
 LG0784'
 LG0784'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0784'HIGHWAY NO. 6 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG0784'DESCRIBED.
 LG0784'
 LG0784'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 37 FEET.
 LG0784'
 LG0784'A 74 FOOT SIGNAL AT MILLS IS VISIBLE AT 64 FEET.
 LG0784'
 LG0784'AN 87 FOOT SIGNAL AT CLARK IS VISIBLE AT 24 FEET.
 LG0784'
 LG0784'A 74 FOOT SIGNAL AT TABOR IS VISIBLE AT 15 FEET.
 LG0784'
 LG0784'A 74 FOOT SIGNAL AT ZALESKY 1935 IS VISIBLE AT 24 FEET.
 LG0784'
 LG0784'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0784
 LG0784                          STATION RECOVERY (1947)
 LG0784
 LG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG0784'RECOVERED IN GOOD CONDITION.
 LG0784
 LG0784                          STATION RECOVERY (1964)
 LG0784
 LG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0784'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0784'AS DESCRIBED EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 LG0784'ABOUT 1/2 HOUR WAS SPENT IN SEARCH FOR THE AZIMUTH MARK, BUT IT
 LG0784'WAS NOT FOUND.  A NEW STEEL WITNESS POST WAS SET 1 FOOT EAST OF
 LG0784'REFERENCE MARK NO. 1.
 LG0784
 LG0784                          STATION RECOVERY (1969)
 LG0784
 LG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0784'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LG0784'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 LG0784'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION BUT IN THE WAY OF
 LG0784'ROAD CONSTRUCTION AND HAD TO BE DESTROYED.  THE LINE OF SIGHT TO
 LG0784'THE REFERENCE MARKS WERE OBSTRUCTED BY JUNK CARS, DISTANCE AND
 LG0784'DIRECTION COULD NOT BE CHECKED.
 LG0784'
 LG0784'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.
 LG0784'
 LG0784'FOLLOWING IS A NEW DESCRIPTION.
 LG0784'
 LG0784'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO
 LG0784'SOUTH FOR 0.2 MILE TO STATE HIGHWAY 33.  TURN RIGHT AND GO WEST
 LG0784'ON STATE HIGHWAY 33 FOR 2.8 MILES TO THE JUNCTION OF STATE
 LG0784'HIGHWAYS 15, 33, AND U.S. HIGHWAY 6.  TURN LEFT AND GO WEST ON
 LG0784'U.S. HIGHWAY 6 FOR 0.8 MILE TO WHERE STATE HIGHWAY 15 TURNS
 LG0784'SOUTH.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.45 MILE TO THE
 LG0784'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR
 LG0784'0.4 MILE TO THE STATION ON THE LEFT.
 LG0784'
 LG0784'STATION SURFACE MARK, A STANDARD DISK STAMPED DUBA 1947, IS SET
 LG0784'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG0784'SURFACE OF THE GROUND.  IT IS 52.5 FEET SOUTH OF THE CENTER OF
 LG0784'U.S. HIGHWAY 6, 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LG0784'CONCRETE FOUNDATION FOR SLIDING DOOR AT THE EAST SIDE OF A METAL
 LG0784'BUILDING, 28 FEET EAST OF THE CENTER OF A DRIVEWAY, 13.5 FEET
 LG0784'EAST OF A PROJECTED FENCE LINE, AND 1 FOOT WEST OF A METAL
 LG0784'WITNESS POST.  THE UNDERGROUND STATION MARK WAS NOT INSPECTED.
 LG0784'
 LG0784'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUBA NO. 2 1947, IS
 LG0784'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LG0784'INCHES.  IT IS 78.79 FEET SOUTH-SOUTHEAST OF THE STATION, 37 FEET
 LG0784'EAST OF A FENCE, 28.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 LG0784'CORNER OF A METAL BUILDING, AND 8 FEET WEST OF A LARGE ELM TREE.
 LG0784'
 LG0784'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DUBA 1947 NO. 3
 LG0784'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LG0784'1 INCH.  IT IS 61 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 6, 47
 LG0784'FEET EAST OF THE CENTER OF THE DRIVEWAY, AND 1 FOOT NORTH OF AN
 LG0784'OVERHEAD POWERLINE.
 LG0784'
 LG0784'AZIMUTH MARK, A STANDARD DISK STAMPED DUBA 1947 1969, IS SET IN
 LG0784'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LG0784'60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6 AND 1 FOOT WEST OF
 LG0784'A METAL WITNESS POST.
 LG0784'
 LG0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/4
 LG0784'MILES WEST OF DORCHESTER.
 LG0784
 LG0784                          STATION RECOVERY (1975)
 LG0784
 LG0784'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 LG0784'REFER TO USC AND GS QUAD 400971 PAGE 1013 STATION AND AZIMUTH
 LG0784'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG0784
 LG0784                          STATION RECOVERY (1991)
 LG0784
 LG0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0784'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 33 FROM THE CITY HALL
 LG0784'IN CRETE, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0784'68.0 M (223.1 FT) WEST OF THE CENTER OF A DRIVEWAY, 40.8 M (133.9 FT)
 LG0784'EAST OF A FENCE CORNER, 25.1 M (82.3 FT) WEST OF A UTILITY POLE, 15.9
 LG0784'M (52.2 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 15.2 M
 LG0784'(49.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A STORAGE BUILDING,
 LG0784'0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 LG0784'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1286 ***********************************************************************
 LG1286  DESIGNATION -  DUBA AZ MK 2
 LG1286  PID         -  LG1286
 LG1286  STATE/COUNTY-  NE/SALINE
 LG1286  COUNTRY     -  US
 LG1286  USGS QUAD   -  DORCHESTER NW (2017)
 LG1286
 LG1286                         *CURRENT SURVEY CONTROL
 LG1286  ______________________________________________________________________
 LG1286* NAD 83(1986) POSITION- 40 39 18.     (N) 097 11 13.     (W)   SCALED
 LG1286* NAVD 88 ORTHO HEIGHT -   460.520 (meters)     1510.89  (feet) ADJUSTED
 LG1286  ______________________________________________________________________
 LG1286  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 LG1286  DYNAMIC HEIGHT  -        460.265 (meters)     1510.05  (feet) COMP
 LG1286  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 LG1286
 LG1286  VERT ORDER      -  FIRST     CLASS II
 LG1286
 LG1286.The horizontal coordinates were scaled from a map and have
 LG1286.an estimated accuracy of +/- 6 seconds.
 LG1286
 LG1286.The orthometric height was determined by differential leveling and
 LG1286.adjusted by the NATIONAL GEODETIC SURVEY
 LG1286.in May 1993.
 LG1286
 LG1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1286.GEOID18 height accuracy estimate available here.
 LG1286
 LG1286.Click photographs - Photos may exist for this station.
 LG1286
 LG1286.The dynamic height is computed by dividing the NAVD 88
 LG1286.geopotential number by the normal gravity value computed on the
 LG1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1286.degrees latitude (g = 980.6199 gals.).
 LG1286
 LG1286.The modeled gravity was interpolated from observed gravity values.
 LG1286
 LG1286;                    North         East    Units  Estimated Accuracy
 LG1286;SPC NE       -    95,100.      737,810.      MT  (+/- 180 meters Scaled)
 LG1286
 LG1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL532020(NAD 83)
 LG1286
 LG1286                          SUPERSEDED SURVEY CONTROL
 LG1286
 LG1286.No superseded survey control is available for this station.
 LG1286
 LG1286_MARKER: DZ = AZIMUTH MARK DISK
 LG1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1286_STAMPING: DUBA 1947 1969
 LG1286_MARK LOGO: CGS
 LG1286_PROJECTION: RECESSED 5 CENTIMETERS
 LG1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1286+STABILITY: SURFACE MOTION
 LG1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1286+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1286
 LG1286  HISTORY     - Date     Condition        Report By
 LG1286  HISTORY     - 1969     MONUMENTED       CGS
 LG1286  HISTORY     - 19911008 GOOD             NGS
 LG1286
 LG1286                          STATION DESCRIPTION
 LG1286
 LG1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1286'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1286'IN CRETE, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG1286'146.9 M (482.0 FT) EAST OF A FENCE CORNER, 18.5 M (60.7 FT) NORTH OF
 LG1286'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LG1286'HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 LG1286'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1285 ***********************************************************************
 LG1285  DESIGNATION -  DUBA RM 3
 LG1285  PID         -  LG1285
 LG1285  STATE/COUNTY-  NE/SALINE
 LG1285  COUNTRY     -  US
 LG1285  USGS QUAD   -  DORCHESTER NW (2017)
 LG1285
 LG1285                         *CURRENT SURVEY CONTROL
 LG1285  ______________________________________________________________________
 LG1285* NAD 83(1986) POSITION- 40 39 16.21   (N) 097 11 38.34   (W)   HD_HELD1
 LG1285* NAVD 88 ORTHO HEIGHT -   461.851 (meters)     1515.26  (feet) ADJUSTED
 LG1285  ______________________________________________________________________
 LG1285  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 LG1285  DYNAMIC HEIGHT  -        461.595 (meters)     1514.42  (feet) COMP
 LG1285  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 LG1285
 LG1285  VERT ORDER      -  FIRST     CLASS II
 LG1285
 LG1285.The horizontal coordinates were determined by differentially corrected
 LG1285.hand held GPS observations or other comparable positioning techniques
 LG1285.and have an estimated accuracy of +/- 3 meters.
 LG1285
 LG1285.The orthometric height was determined by differential leveling and
 LG1285.adjusted by the NATIONAL GEODETIC SURVEY
 LG1285.in May 1993.
 LG1285
 LG1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1285.GEOID18 height accuracy estimate available here.
 LG1285
 LG1285.Click photographs - Photos may exist for this station.
 LG1285
 LG1285.The dynamic height is computed by dividing the NAVD 88
 LG1285.geopotential number by the normal gravity value computed on the
 LG1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1285.degrees latitude (g = 980.6199 gals.).
 LG1285
 LG1285.The modeled gravity was interpolated from observed gravity values.
 LG1285
 LG1285;                    North         East    Units  Estimated Accuracy
 LG1285;SPC NE       -    95,023.4     737,216.5     MT  (+/- 3 meters HH1 GPS) 
 LG1285
 LG1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5268201972(NAD 83)
 LG1285
 LG1285                          SUPERSEDED SURVEY CONTROL
 LG1285
 LG1285.No superseded survey control is available for this station.
 LG1285
 LG1285_MARKER: DR = REFERENCE MARK DISK
 LG1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1285_STAMPING: DUBA 1947 NO. 3 1969
 LG1285_MARK LOGO: CGS
 LG1285_PROJECTION: FLUSH
 LG1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1285+STABILITY: SURFACE MOTION
 LG1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1285+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1285
 LG1285  HISTORY     - Date     Condition        Report By
 LG1285  HISTORY     - 1969     MONUMENTED       CGS
 LG1285  HISTORY     - 19911008 GOOD             NGS
 LG1285
 LG1285                          STATION DESCRIPTION
 LG1285
 LG1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1285'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 33 FROM THE CITY HALL
 LG1285'IN CRETE, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG1285'61.4 KM (38.15 MI) WEST OF THE CENTER OF A DRIVEWAY, 47.4 M (155.5
 LG1285'FT) EAST OF A FENCE CORNER, 18.5 M (60.7 FT) WEST OF A UTILITY POLE,
 LG1285'18.4 M (60.4 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.6
 LG1285'M (21.7 FT) EAST-SOUTHEAST OF TRIANGULATION STATION DUBA, AND THE
 LG1285'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0576 ***********************************************************************
 MN0576  DESIGNATION -  DUBBS
 MN0576  PID         -  MN0576
 MN0576  STATE/COUNTY-  NE/BANNER
 MN0576  COUNTRY     -  US
 MN0576  USGS QUAD   -  LONE PINE BUTTE (2017)
 MN0576
 MN0576                         *CURRENT SURVEY CONTROL
 MN0576  ______________________________________________________________________
 MN0576* NAD 83(1995) POSITION- 41 25 39.66014(N) 103 32 39.12664(W)   ADJUSTED
 MN0576* NAVD 88 ORTHO HEIGHT -  1464.    (meters)     4803.    (feet) SCALED
 MN0576  ______________________________________________________________________
 MN0576  GEOID HEIGHT    -        -19.071 (meters)                     GEOID18
 MN0576  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 MN0576  HORZ ORDER      -  FIRST
 MN0576
 MN0576.The horizontal coordinates were established by classical geodetic methods
 MN0576.and adjusted by the National Geodetic Survey in August 1997.
 MN0576
 MN0576.The orthometric height was scaled from a topographic map.
 MN0576
 MN0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0576.GEOID18 height accuracy estimate available here.
 MN0576
 MN0576.Click photographs - Photos may exist for this station.
 MN0576
 MN0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0576
 MN0576. The following values were computed from the NAD 83(1995) position.
 MN0576
 MN0576;                    North         East     Units Scale Factor Converg.
 MN0576;SPC NE       -   183,082.415   203,927.561   MT  0.99965952   -2 20 55.4
 MN0576;SPC NE       -   600,662.89    669,052.34   sFT  0.99965952   -2 20 55.4
 MN0576;UTM  13      - 4,587,258.387   621,641.674   MT  0.99978210   +0 57 48.2
 MN0576
 MN0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0576!SPC NE       -   0.99977346  x   0.99965952  =   0.99943306
 MN0576!UTM  13      -   0.99977346  x   0.99978210  =   0.99955561
 MN0576
 MN0576:                Primary Azimuth Mark                     Grid Az
 MN0576:SPC NE       -  DUBBS AZ MK RESET                        159 31 30.2
 MN0576:UTM  13      -  DUBBS AZ MK RESET                        156 12 46.6
 MN0576
 MN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2164187258(NAD 83)
 MN0576
 MN0576|---------------------------------------------------------------------|
 MN0576| PID    Reference Object                     Distance      Geod. Az  |
 MN0576|                                                           dddmmss.s |
 MN0576| CP7037 DUBBS RM 1                           23.240 METERS 06046     |
 MN0576| CP7035 DUBBS AZ MK                                        1280838.9 |
 MN0576| CP7036 DUBBS AZ MK RESET                                  1571034.8 |
 MN0576| CP7038 DUBBS RM 2                           24.181 METERS 31511     |
 MN0576|---------------------------------------------------------------------|
 MN0576
 MN0576                          SUPERSEDED SURVEY CONTROL
 MN0576
 MN0576  NAD 83(1993)-  41 25 39.65961(N)    103 32 39.12611(W) AD(       ) 1
 MN0576  NAD 83(1986)-  41 25 39.65097(N)    103 32 39.12726(W) AD(       ) 1
 MN0576  NAD 27      -  41 25 39.73420(N)    103 32 37.34500(W) AD(       ) 1
 MN0576
 MN0576.Superseded values are not recommended for survey control.
 MN0576
 MN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0576.See file dsdata.pdf to determine how the superseded data were derived.
 MN0576
 MN0576_MARKER: DS = TRIANGULATION STATION DISK
 MN0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0576_STAMPING: DUBBS 1934
 MN0576_MARK LOGO: CGS
 MN0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0576+STABILITY: SURFACE MOTION
 MN0576
 MN0576  HISTORY     - Date     Condition        Report By
 MN0576  HISTORY     - 1934     MONUMENTED       CGS
 MN0576  HISTORY     - 1963     GOOD             CGS
 MN0576
 MN0576                          STATION DESCRIPTION
 MN0576
 MN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0576'FOURTEEN MILES, AIRLINE, NORTH-NORTHEAST OF KIMBALL.  THE
 MN0576'STATION IS LOCATED ON A LOCALLY HIGH BARREN RIDGE, OR BUTTE,
 MN0576'ABOUT 3/4 MILE NORTH OF A GRAVEL WASH IN A DEEP DRAW AND ABOUT
 MN0576'3 MILES, 221 DEGREES MAGNETIC, (SOUTHWEST), OF A PROMINENT
 MN0576'BUTTE KNOWN LOCALLY AS LONESOME PINE BUTTE.  THE STATION IS
 MN0576'ON THE SOUTHEAST AND HIGHER END OF THE RIDGE, 150 YARDS
 MN0576'SOUTH AND 200 YARDS WEST OF SECTION-LINE FENCES.  THE RIDGE
 MN0576'APPEARS SOMEWHAT WHITISH DUE TO WHITE STONES ON TOP.  A LARGE
 MN0576'COULEE WITH TREES HEADS 100 YARDS SOUTH OF THE STATION AND
 MN0576'RUNS SOUTHEASTERLY INTO THE BIG DRAW.  LAND IS OWNED BY MR.
 MN0576'DUBBS.  STATION MARK PROJECTS 6 INCHES.  MARKS DESCRIBED IN
 MN0576'
 MN0576'THE STATION MAY BE REACHED FROM KIMBALL BY DRIVING NORTH ON
 MN0576'STATE HIGHWAY 29, CONTINUING STRAIGHT AHEAD, (NORTH) ON A
 MN0576'GRADED DIRT ROAD WHERE STATE HIGHWAY 29 CURVES TO THE WEST,
 MN0576'FOR 9.0 MILES FROM THIS JUNCTION.  HERE, GO EAST ON GRADED
 MN0576'ROAD FOR 3.0 MILES TO WHERE THERE IS A WHITE SCHOOLHOUSE
 MN0576'IN THE NORTHWEST CORNER OF A ROAD INTERSECTION.  CONTINUE EAST
 MN0576'1.0 MILE, SOUTH 1.0 MILE, AND EAST 2.0 MILES, OR ONE-HALF
 MN0576'MILE WEST OF WHERE THE MAIN ROAD TURNS SOUTH.  PASS THROUGH
 MN0576'A WIRE GATE AND TURN NORTH ON FARM ROAD FOLLOWING ONLY PLAIN
 MN0576'TRACKS 0.1 MILE THEN EAST 0.3 MILE TO ANOTHER GATE.  PASS
 MN0576'THROUGH GATE AND FOLLOW MAIN TRACK ROAD NORTHEASTERLY,
 MN0576'WHICH WINDS DOWN INTO THE BOTTOM OF A LARGE DRAW, 0.9 MILE.
 MN0576'CROSS LARGE GRAVEL WASH, LOCALLY KNOWN AS LAWRENCE FORK.
 MN0576'THERE ARE LARGE ABANDONED RANCH BUILDINGS AND A WINDMILL 200
 MN0576'YARDS UP THE DRAW FROM THIS CROSSING.  AFTER CROSSING WASH
 MN0576'TAKE RIGHT FORK DOWN DRAW ON THE NORTH SIDE 0.2 MILE.
 MN0576'LEAVE THE TRACK ROAD AND TURN LEFT AND COME ONTO DIM
 MN0576'TRACKS, WHICH SOON BECOME LARGE WASHED-OUT RUTS IN A STEEP
 MN0576'CANYON.  DRIVE UP THIS SIDE CANYON CLIMBING A STEEP PITCH
 MN0576'AS ITS HEAD AND FOLLOW TRACKS NORTHERLY TO GATE ABOUT 0.3
 MN0576'MILE FROM LEAVING TRACKS IN BOTTOM OF DRAW.  PASS THROUGH
 MN0576'GATE AND FOLLOW MAIN TRACKS NORTHERLY CIRCLING TO LEFT
 MN0576'AROUND HEAD OF COULEE AND CONTINUING NORTH TO TOP OF
 MN0576'HIGHEST HILL AND STATION, ABOUT 1/3 MILE.
 MN0576'
 MN0576'REFERENCE MARK NO. 1 IS, NORTHEAST OF THE STATION
 MN0576'AND PROJECTS 12 INCHES.
 MN0576'
 MN0576'REFERENCE MARK NO. 2, IS NORTHWEST OF THE STATION
 MN0576'AND PROJECTS 10 INCHES.
 MN0576'
 MN0576'AZIMUTH MARK, IS SOUTHEAST OF THE STATION ON A SMALL
 MN0576'CONE-SHAPED RIDGE.  THIS RIDGE EXTENDS OUT FROM A LARGE
 MN0576'GRASSY RIDGE OF WHICH THE STATION BUTTE IS A PART.  THE RIDGE
 MN0576'IS BOUNDED ON THE NORTH, EAST, AND SOUTH SIDES BY DEEP DRAWS
 MN0576'AND HAS A FEW PINES ON TOP OF IT.  THE MARK IS SET ON THE
 MN0576'SIDE OF THE RIDGE TOWARDS THE STATION AND PROJECTS 3 INCHES.
 MN0576'
 MN0576'A 10-FOOTS STAND WILL CLEAR ALL LINES.
 MN0576
 MN0576                          STATION RECOVERY (1963)
 MN0576
 MN0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0576'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 MN0576'IN GOOD CONDITION.  TRACES OF CEMENT WERE FOUND AT THE LOCATION
 MN0576'OF THE AZIMUTH MARK BUT THE MARK WAS NOT RECOVERED.  IT IS
 MN0576'BELIEVED TO HAVE BEEN DESTROYED.  THE DIRECTIONS TO THE
 MN0576'REFERENCE MARKS WERE VERIFIED.  THE DISTANCE (SLOPE) TO
 MN0576'REFERENCE MARK NO. 1 WAS VERIFIED, HOWEVER A 4.000 METER BUST
 MN0576'TO REFERENCE MARK NO. 2 WAS APPARENT.  A NEW AZIMUTH MARK WAS
 MN0576'SET BY THIS PARTY.  HORIZONTAL DISTANCES TO THE REFERENCE
 MN0576'MARKS IS SHOWN IN THE BOX SCORE.
 MN0576'
 MN0576'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0576'
 MN0576'THE STATION IS 13 MILES NORTH AND 6 MILES EAST OF KIMBALL,
 MN0576'ON THE SUMMIT OF A SMALL KNOLL, ABOUT 1/2 MILE NORTH OF A
 MN0576'DEEP WASH, AND IN PASTURE LAND OWNED BY MR. B. KLEVEN.
 MN0576'
 MN0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0576'AND STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0576'15.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL
 MN0576'ROAD FOR 4.0 MILES TO A POINT WHERE THE MAIN ROAD BEARS SHARP
 MN0576'LEFT, NORTH.  BEAR RIGHT AND GO EAST-SOUTHEAST ON A TRACK ROAD
 MN0576'ACROSS PASTURE FOR 1.2 MILES TO A T-FENCE CORNER.  PASS THROUGH
 MN0576'A WIRE GATE (SOUTH ONE OF TWO), TURN RIGHT AND GO SOUTH FOR
 MN0576'0.05 MILE TO A DIM FORK.  BEAR LEFT AND GO EAST-SOUTHEAST ON
 MN0576'A DIM TRACK ROAD FOR 0.7 MILE TO A FENCE CORNER.  CONTINUE
 MN0576'EASTERLY ALONG THE SOUTH SIDE OF A FENCE FOR 0.2 MILE TO A
 MN0576'T-FENCE CORNER.  TURN RIGHT AND GO SOUTH ALONG THE WEST
 MN0576'SIDE OF THE FENCE FOR 0.5 MILE TO A FENCE CORNER.  BEAR LEFT
 MN0576'AND SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO THE
 MN0576'SOUTHEAST END AND HIGHEST PART OF A SMALL KNOLL AND THE
 MN0576'STATION.
 MN0576'
 MN0576'STATION MARK IS A STANDARD DISK STAMPED DUBBS 1934, SET IN
 MN0576'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ABOUT
 MN0576'25 FEET NORTHWEST OF THE SOUTHEAST END OF THE KNOLL.  THE
 MN0576'UNDERGROUND DISK WAS NOT INSPECTED.
 MN0576'
 MN0576'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUBBS NO 1 1934,
 MN0576'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MN0576'IT IS ON THE NORTHEAST SLOPE OF THE HILL AND ABOUT 10 FEET
 MN0576'LOWER IN ELEVATION THAN THE STATION.
 MN0576'
 MN0576'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUBBS NO 2 1934,
 MN0576'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0576'IT IS NORTHWEST OF THE STATION AND ABOUT 2 FEET LOWER IN
 MN0576'ELEVATION THAN THE STATION.
 MN0576'
 MN0576'AZIMUTH MARK IS A STANDARD DISK STAMPED DUBBS 1934 RESET 1963,
 MN0576'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 MN0576'THE SURROUNDING SURFACE.  IT IS 39 FEET SOUTHEAST OF A SMALL,
 MN0576'LONE PINE TREE, 23 FEET NORTH OF THE SOUTH END OF THE RIDGE AND
 MN0576'4 FEET SOUTHWEST OF A METAL WITNESS POST.
 MN0576'
 MN0576'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 MN0576'FOR 0.3 MILE TO THE MARK ON THE SOUTH END OF A SMALL ROCKY
 MN0576'RIDGE WHICH DROPS OFF SHARPLY INTO A DEEP WASH.
 MN0576'
 MN0576'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0576'THE SLOPE DISTANCE TO R.M. NO. 1 IS 23.361 METERS-76.64 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2062 ***********************************************************************
 MK2062  DESIGNATION -  DUCK
 MK2062  PID         -  MK2062
 MK2062  STATE/COUNTY-  NE/SAUNDERS
 MK2062  COUNTRY     -  US
 MK2062  USGS QUAD   -  MALMO (2017)
 MK2062
 MK2062                         *CURRENT SURVEY CONTROL
 MK2062  ______________________________________________________________________
 MK2062* NAD 83(1995) POSITION- 41 15 49.45445(N) 096 38 14.70540(W)   ADJUSTED
 MK2062* NAVD 88 ORTHO HEIGHT -   416.    (meters)     1365.    (feet) SCALED
 MK2062  ______________________________________________________________________
 MK2062  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 MK2062  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 MK2062  HORZ ORDER      -  SECOND
 MK2062
 MK2062.The horizontal coordinates were established by classical geodetic methods
 MK2062.and adjusted by the National Geodetic Survey in August 1997.
 MK2062
 MK2062.The orthometric height was scaled from a topographic map.
 MK2062
 MK2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2062.GEOID18 height accuracy estimate available here.
 MK2062
 MK2062.Click photographs - Photos may exist for this station.
 MK2062
 MK2062.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2062
 MK2062. The following values were computed from the NAD 83(1995) position.
 MK2062
 MK2062;                    North         East     Units Scale Factor Converg.
 MK2062;SPC NE       -   164,288.355   781,616.017   MT  0.99966748   +2 13 42.1
 MK2062;SPC NE       -   539,002.71  2,564,351.88   sFT  0.99966748   +2 13 42.1
 MK2062;UTM  14      - 4,570,727.025   697,910.013   MT  1.00008207   +1 33 31.3
 MK2062
 MK2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2062!SPC NE       -   0.99993896  x   0.99966748  =   0.99960646
 MK2062!UTM  14      -   0.99993896  x   1.00008207  =   1.00002102
 MK2062
 MK2062:                Primary Azimuth Mark                     Grid Az
 MK2062:SPC NE       -  WAHOO MUNICIPAL TANK                     168 06 53.9
 MK2062:UTM  14      -  WAHOO MUNICIPAL TANK                     168 47 04.7
 MK2062
 MK2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9791070727(NAD 83)
 MK2062
 MK2062|---------------------------------------------------------------------|
 MK2062| PID    Reference Object                     Distance      Geod. Az  |
 MK2062|                                                           dddmmss.s |
 MK2062| CL6425 DUCK RM 2                            32.513 METERS 05509     |
 MK2062| MK2082 WAHOO MUNICIPAL TANK                APPROX. 5.2 KM 1702036.0 |
 MK2062| CL6424 DUCK RM 1                                          22459     |
 MK2062|---------------------------------------------------------------------|
 MK2062
 MK2062                          SUPERSEDED SURVEY CONTROL
 MK2062
 MK2062  NAD 83(1986)-  41 15 49.46340(N)    096 38 14.70853(W) AD(       ) 2
 MK2062  NAD 27      -  41 15 49.45391(N)    096 38 13.61092(W) AD(       ) 2
 MK2062
 MK2062.Superseded values are not recommended for survey control.
 MK2062
 MK2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2062.See file dsdata.pdf to determine how the superseded data were derived.
 MK2062
 MK2062_MARKER: DD = SURVEY DISK
 MK2062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2062+WITH SETTING: INFORMATION.
 MK2062_STAMPING: ET DUCK 1967
 MK2062_MARK LOGO: USGS
 MK2062_PROJECTION: FLUSH
 MK2062_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2062
 MK2062  HISTORY     - Date     Condition        Report By
 MK2062  HISTORY     - 1967     MONUMENTED       USGS
 MK2062
 MK2062                          STATION DESCRIPTION
 MK2062
 MK2062'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2062'THE STATION IS LOCATED APPROX. 4.0 MI N. AND 1.0 MI W. OF WAHOO,
 MK2062'T. 15 N., R. 7 E., NEAR THE CENTER OF THE N. HALF SEC. 21,
 MK2062'LOCATED TOP OF SMALL RISE, IN OPEN FIELD, ON FENCE AND CROP LINE,
 MK2062'54 FT S. 89 FT W. OF SW. CORNER OF BARN.
 MK2062'
 MK2062'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2062'6TH ST., 0.2 MI TO CHESTNUT ST. (HWY. 92) TURN RIGHT (N.) AND GO
 MK2062'ALONG CHESTNUT ST. FOR 0.6 MI TO 15TH ST., TURN LEFT (W.) AND GO
 MK2062'ALONG 15TH ST. FOR 0.5 MI TO A T-RD. N., TURN RIGHT (N.) AND GO
 MK2062'1.0 MI TO T-RD. S. AT A CEMETERY, TURN LEFT (W.) AND GO 0.5 MI
 MK2062'TO T-RD. N., TURN RIGHT (N.) AHEAD FOR 0.3 MI TO T-RD. W. AND
 MK2062'FIELD ENTRANCE RIGHT (E.), TURN RIGHT (E.) PASS THROUGH WIRE
 MK2062'FENCE GATE AND GO 0.5 MI TO CROP LINE AND OLD FENCE LINE, TURN
 MK2062'RIGHT (S.) AND GO 0.4 MI ALONG W. SIDE OF FENCE LINE TO
 MK2062'STATION ON LEFT (E.)
 MK2062'
 MK2062'THE STATION MARK IS STAMPED ET DUCK 1967.
 MK2062'
 MK2062'REFERENCE MARK 1 IS NW. OF THE STATION, 21 FT S., 30 FT E. OF
 MK2062'CENTER OF FIELD ENTRANCE E., STAMPED DUCK NO 1 1967.
 MK2062'
 MK2062'REFERENCE MARK 2 IF NE. OF THE STATION, 3 FT SW. OF THE SW. CORNER
 MK2062'OF BARN, STAMPED DUCK NO 2 1967.
 MK2062'
 MK2062'AZIMUTH MARK IS TOP CENTER OF WATER TANK IN WAHOO (SILVER TANK
 MK2062'WITH BLACK LEGS 0.5 MI N. OF ELEV.)
 MK2062'
 MK2062'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2062'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2062'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0682 ***********************************************************************
 NN0682  DESIGNATION -  DUMAS
 NN0682  PID         -  NN0682
 NN0682  STATE/COUNTY-  NE/GARFIELD
 NN0682  COUNTRY     -  US
 NN0682  USGS QUAD   -  MILES RANCH (2017)
 NN0682
 NN0682                         *CURRENT SURVEY CONTROL
 NN0682  ______________________________________________________________________
 NN0682* NAD 83(1995) POSITION- 42 03 01.46968(N) 098 50 11.38865(W)   ADJUSTED
 NN0682* NAVD 88 ORTHO HEIGHT -   693.    (meters)     2274.    (feet) SCALED
 NN0682  ______________________________________________________________________
 NN0682  GEOID HEIGHT    -        -23.701 (meters)                     GEOID18
 NN0682  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 NN0682  HORZ ORDER      -  FIRST
 NN0682
 NN0682.The horizontal coordinates were established by classical geodetic methods
 NN0682.and adjusted by the National Geodetic Survey in August 1997.
 NN0682
 NN0682.The orthometric height was scaled from a topographic map.
 NN0682
 NN0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0682.GEOID18 height accuracy estimate available here.
 NN0682
 NN0682.Click photographs - Photos may exist for this station.
 NN0682
 NN0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0682
 NN0682. The following values were computed from the NAD 83(1995) position.
 NN0682
 NN0682;                    North         East     Units Scale Factor Converg.
 NN0682;SPC NE       -   246,803.254   596,289.559   MT  0.99970370   +0 46 15.8
 NN0682;SPC NE       -   809,720.34  1,956,326.66   sFT  0.99970370   +0 46 15.8
 NN0682;UTM  14      - 4,655,385.949   513,530.252   MT  0.99960225   +0 06 34.2
 NN0682
 NN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0682!SPC NE       -   0.99989500  x   0.99970370  =   0.99959873
 NN0682!UTM  14      -   0.99989500  x   0.99960225  =   0.99949729
 NN0682
 NN0682:                Primary Azimuth Mark                     Grid Az
 NN0682:SPC NE       -  DUMAS AZ MK                              101 08 11.9
 NN0682:UTM  14      -  DUMAS AZ MK                              101 47 53.5
 NN0682
 NN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1353055385(NAD 83)
 NN0682
 NN0682|---------------------------------------------------------------------|
 NN0682| PID    Reference Object                     Distance      Geod. Az  |
 NN0682|                                                           dddmmss.s |
 NN0682| CO3025 DUMAS RM 1                           42.172 METERS 07442     |
 NN0682| CO3024 DUMAS AZ MK                                        1015427.7 |
 NN0682| CO3026 DUMAS RM 2                           22.998 METERS 34845     |
 NN0682|---------------------------------------------------------------------|
 NN0682
 NN0682                          SUPERSEDED SURVEY CONTROL
 NN0682
 NN0682  NAD 83(1986)-  42 03 01.47334(N)    098 50 11.39753(W) AD(       ) 1
 NN0682  NAD 27      -  42 03 01.45700(N)    098 50 10.06100(W) AD(       ) 1
 NN0682
 NN0682.Superseded values are not recommended for survey control.
 NN0682
 NN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0682.See file dsdata.pdf to determine how the superseded data were derived.
 NN0682
 NN0682_MARKER: DS = TRIANGULATION STATION DISK
 NN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0682_STAMPING: DUMAS 1949
 NN0682_MARK LOGO: CGS
 NN0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0682+STABILITY: SURFACE MOTION
 NN0682
 NN0682  HISTORY     - Date     Condition        Report By
 NN0682  HISTORY     - 1949     MONUMENTED       CGS
 NN0682
 NN0682                          STATION DESCRIPTION
 NN0682
 NN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0682'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH AND 3-3/4
 NN0682'MILES EAST OF AMELIA, 10-1/2 MILES SOUTH AND 4-1/2 MILES WEST
 NN0682'OF CHAMBERS AND ABOUT 1-3/4 MILES WEST AND 1.0 MILE NORTH OF A
 NN0682'RANCH HOUSE WHICH WAS FORMERLY THE DUMAS POST OFFICE ON LAND
 NN0682'OWNED BY MR. E.L. KILLIAN.  IT IS ON THE HIGHEST POINT OF THE
 NN0682'HIGHEST SAND HILL IN THE IMMEDIATE VICINITY, 3 FEET SOUTHEAST
 NN0682'OF WITNESS POST.  IT IS STAMPED DUMAS 1949 AND PROJECTS 2
 NN0682'INCHES.
 NN0682'
 NN0682'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN A FLAT
 NN0682'AREA.  IT IS STAMPED DUMAS NO 1 1949 AND PROJECTS 2 INCHES.
 NN0682'
 NN0682'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET ON
 NN0682'THE TOP OF A SMALL SAND HILL.  IT IS STAMPED DUMAS NO 2 1949
 NN0682'AND PROJECTS 3 INCHES.
 NN0682'
 NN0682'THE AZIMUTH MARK IS ABOUT 2.0 MILES EAST-SOUTHEAST OF THE
 NN0682'STATION, SET ON THE GROUNDS OF A SMALL SCHOOL HOUSE ABOUT 0.5
 NN0682'MILE NORTH OF THE RAES RANCH HOUSE.  IT IS 60 FEET EAST OF
 NN0682'THE SOUTHEAST CORNER OF THE SCHOOL HOUSE, 40 FEET WEST OF
 NN0682'THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 8 FEET SOUTH OF
 NN0682'TELEPHONE POLE AND 2 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NN0682'DUMAS 1949 AND PROJECTS 2 INCHES.
 NN0682'
 NN0682'TO REACH THE STATION FROM THE T-INTERSECTION AT SKELLY SERVICE
 NN0682'STATION IN EAST EDGE OF BURWELL, GO NORTH ON STATE ROUTE
 NN0682'NO 11 FOR 20.2 MILES TO SIDE ROAD RIGHT, (THIS IS ABOUT 0.2
 NN0682'MILE WEST OF A WHITE SCHOOL HOUSE ON NORTH SIDE OF EAST-WEST
 NN0682'ROAD), TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD EAST AND
 NN0682'SOUTHEAST FOR 7.2 MILES TO T-INTERSECTION, TURN RIGHT AND GO
 NN0682'SOUTH FOR 0.5 MILE, TURN LEFT AND CONTINUE EAST FOR 1.0 MILE TO
 NN0682'CROSSROAD AT A SMALL SCHOOL HOUSE IN THE SOUTHEAST ANGLE,
 NN0682'CONTINUE STRAIGHT AHEAD EAST ON TRACK ROAD FOR 0.55 MILE TO GATE
 NN0682'IN FENCE LINE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD
 NN0682'FOR 0.55 MILE TO GATE IN WIRE FENCE LINE JUST SOUTH OF A
 NN0682'LAKE, PASS THROUGH GATE AND CONTINUE EAST, NORTHEAST AND
 NN0682'EAST ON TRACK ROAD FOR 0.55 MILE TO GATE IN FENCE LINE AND
 NN0682'SMALL TRIANGLE BLAZE ON WEST FENCE POST, PASS THROUGH GATE
 NN0682'THEN TURN RIGHT ALONG NORTH SIDE OF FENCE LINE AND CONTINUE
 NN0682'EAST ON TRACK ROAD FOR 0.55 MILES TO FENCE CORNER ON THE
 NN0682'RIGHT, CONTINUE EAST AND SOUTHEAST ON TRACK ROAD FOR 0.6 MILE
 NN0682'TO WIRE GATE IN FENCE LINE, PASS THROUGH GATE AND FOLLOW
 NN0682'MAIN TRACK ROAD EAST AND NORTHEAST FOR ABOUT 2.9 MILES TO
 NN0682'GATE IN FENCE LINE, PASS THROUGH GATE AND CONTINUE
 NN0682'NORTHEAST ON TRACK ROAD FOR 0.85 MILE TO GATE IN FENCE LINE,
 NN0682'PASS THROUGH GATE AND CONTINUE FOR 0.35 MILE TO GATE IN FENCE
 NN0682'LINE, PASS THROUGH GATE, TURN LEFT AND GO NORTH FOR 0.45 MILE TO
 NN0682'DRIVEWAY LEFT LEADING TO FARM HOUSE, (CONTINUE STRAIGHT AHEAD
 NN0682'NORTH ON SECTION LINE ROAD FOR 0.5 MILE TO SMALL SCHOOL
 NN0682'HOUSE AND AZIMUTH MARK AS DESCRIBED), TURN LEFT INTO DRIVEWAY
 NN0682'PASSING TO THE SOUTH OF FARM HOUSE TO A WIRE GATE JUST WEST
 NN0682'OF LARGE BARN, PASS THROUGH GATE AND CONTINUE WEST ACROSS LOT
 NN0682'AND PASTURE FOR ABOUT 0.2 MILE TO GATE IN NORTHWEST CORNER
 NN0682'OF PASTURE, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTH AND
 NN0682'WEST FOR 1.2 MILES TO SOUTH SIDE OF WINDMILL, CONTINUE WEST
 NN0682'ACROSS PASTURE FOR ABOUT 0.15 MILE TO FENCE LINE, LET FENCE
 NN0682'LINE DOWN AND PASS THROUGH AND PICK WAY DUE WEST ACROSS
 NN0682'PASTURE AND SAND HILLS FOR 1.0 MILE TO HIGHEST POINT AND
 NN0682'STATION AS DESCRIBED.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION BURWELL USGS IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION BALLAGH IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION CHAIN IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0489 ***********************************************************************
 LK0489  DESIGNATION -  DUMP
 LK0489  PID         -  LK0489
 LK0489  STATE/COUNTY-  NE/PERKINS
 LK0489  COUNTRY     -  US
 LK0489  USGS QUAD   -  VENANGO (2017)
 LK0489
 LK0489                         *CURRENT SURVEY CONTROL
 LK0489  ______________________________________________________________________
 LK0489* NAD 83(1995) POSITION- 40 45 57.57747(N) 102 01 51.55581(W)   ADJUSTED
 LK0489* NAVD 88 ORTHO HEIGHT -  1098.    (meters)     3602.    (feet) SCALED
 LK0489  ______________________________________________________________________
 LK0489  GEOID HEIGHT    -        -21.098 (meters)                     GEOID18
 LK0489  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 LK0489  HORZ ORDER      -  THIRD
 LK0489
 LK0489.The horizontal coordinates were established by classical geodetic methods
 LK0489.and adjusted by the National Geodetic Survey in August 1997.
 LK0489
 LK0489.The orthometric height was scaled from a topographic map.
 LK0489
 LK0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0489.GEOID18 height accuracy estimate available here.
 LK0489
 LK0489.Click photographs - Photos may exist for this station.
 LK0489
 LK0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0489
 LK0489. The following values were computed from the NAD 83(1995) position.
 LK0489
 LK0489;                    North         East     Units Scale Factor Converg.
 LK0489;SPC NE       -   105,564.966   328,579.680   MT  0.99974132   -1 20 45.3
 LK0489;SPC NE       -   346,341.06  1,078,015.17   sFT  0.99974132   -1 20 45.3
 LK0489;UTM  13      - 4,517,022.359   750,596.227   MT  1.00037302   +1 56 22.9
 LK0489;UTM  14      - 4,517,201.392   244,172.085   MT  1.00040564   -1 58 48.8
 LK0489
 LK0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0489!SPC NE       -   0.99983103  x   0.99974132  =   0.99957240
 LK0489!UTM  13      -   0.99983103  x   1.00037302  =   1.00020399
 LK0489!UTM  14      -   0.99983103  x   1.00040564  =   1.00023660
 LK0489
 LK0489:                Primary Azimuth Mark                     Grid Az
 LK0489:SPC NE       -  LINE                                     351 13 59.4
 LK0489:UTM  13      -  LINE                                     347 56 51.2
 LK0489:UTM  14      -  LINE                                     351 52 02.9
 LK0489
 LK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5059617022(NAD 83)
 LK0489
 LK0489|---------------------------------------------------------------------|
 LK0489| PID    Reference Object                     Distance      Geod. Az  |
 LK0489|                                                           dddmmss.s |
 LK0489| LK0490 LINE                                APPROX. 9.9 KM 3495314.1 |
 LK0489|---------------------------------------------------------------------|
 LK0489
 LK0489                          SUPERSEDED SURVEY CONTROL
 LK0489
 LK0489  NAD 83(1992)-  40 45 57.57766(N)    102 01 51.55560(W) AD(       ) 3
 LK0489  NAD 83(1986)-  40 45 57.57747(N)    102 01 51.55493(W) AD(       ) 3
 LK0489  NAD 27      -  40 45 57.58540(N)    102 01 49.91145(W) AD(       ) 3
 LK0489
 LK0489.Superseded values are not recommended for survey control.
 LK0489
 LK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0489.See file dsdata.pdf to determine how the superseded data were derived.
 LK0489
 LK0489_MARKER: DD = SURVEY DISK
 LK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0489_STAMPING: DUMP 1949
 LK0489_MARK LOGO: CGS
 LK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0489+STABILITY: SURFACE MOTION
 LK0489
 LK0489  HISTORY     - Date     Condition        Report By
 LK0489  HISTORY     - 1949     MONUMENTED       USGS
 LK0489  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0489
 LK0489                          STATION DESCRIPTION
 LK0489
 LK0489'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (ZT)
 LK0489'STATION IS LOCATED ABOUT 1 MI. DUE E. OF VENANGO, NEBRASKA, IN
 LK0489'SEC. 17, T 9 N, R 42 W.
 LK0489'
 LK0489'TO REACH STATION FROM POST OFFICE IN VENANGO, PROCEED NORTHEASTERLY
 LK0489'ALONG STATE HIGHWAY 23 FOR 0.65 MI. TO CROSSROADS, THENCE S. (RIGHT)
 LK0489'FOR 0.35 MI. TO TOP OF LOW RIDGE.  STATION LIES 33 FT. W. OF
 LK0489'CENTERLINE OF RD., IN RIGHT-OF-WAY FENCE.
 LK0489'
 LK0489'REPORTED BY Z. TOLENTINO (USGS) IN 1960, AS FOLLOWS--SITE PRESENTLY
 LK0489'UNDER CULTIVATION, RIGHT-OF-WAY FENCE DOES NOT EXIST, STATION MARK
 LK0489'NOT FOUND.
 LK0489'
 LK0489'STATION MARK--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0489'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---DUMP 1949---.
 LK0489'
 LK0489'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE
 LK0489'POST, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---DUMP 1949 NO. 1---,
 LK0489'56.85 FT. FROM STATION, N 85 DEG 45 MIN W.
 LK0489'
 LK0489'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE
 LK0489'POST, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---DUMP 1949 NO. 2---,
 LK0489'113.90 FT. FROM STATION, S 00 DEG 31 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1519 ***********************************************************************
 LF1519  DESIGNATION -  DUN RESET
 LF1519  PID         -  LF1519
 LF1519  STATE/COUNTY-  NE/OTOE
 LF1519  COUNTRY     -  US
 LF1519  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1519
 LF1519                         *CURRENT SURVEY CONTROL
 LF1519  ______________________________________________________________________
 LF1519* NAD 83(1995) POSITION- 40 40 33.62523(N) 095 56 42.63277(W)   ADJUSTED
 LF1519* NAVD 88 ORTHO HEIGHT -   381.140 (meters)     1250.46  (feet) ADJUSTED
 LF1519  ______________________________________________________________________
 LF1519  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 LF1519  LAPLACE CORR    -         -9.73  (seconds)                    DEFLEC18
 LF1519  DYNAMIC HEIGHT  -        380.938 (meters)     1249.79  (feet) COMP
 LF1519  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 LF1519
 LF1519  HORZ ORDER      -  SECOND
 LF1519  VERT ORDER      -  FIRST     CLASS II
 LF1519
 LF1519.The horizontal coordinates were established by classical geodetic methods
 LF1519.and adjusted by the National Geodetic Survey in August 1997.
 LF1519
 LF1519.The orthometric height was determined by differential leveling and
 LF1519.adjusted by the NATIONAL GEODETIC SURVEY
 LF1519.in May 1993.
 LF1519
 LF1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1519.GEOID18 height accuracy estimate available here.
 LF1519
 LF1519.Click photographs - Photos may exist for this station.
 LF1519
 LF1519.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1519
 LF1519.The dynamic height is computed by dividing the NAVD 88
 LF1519.geopotential number by the normal gravity value computed on the
 LF1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1519.degrees latitude (g = 980.6199 gals.).
 LF1519
 LF1519.The modeled gravity was interpolated from observed gravity values.
 LF1519
 LF1519. The following values were computed from the NAD 83(1995) position.
 LF1519
 LF1519;                    North         East     Units Scale Factor Converg.
 LF1519;SPC NE       -   101,596.606   842,611.449   MT  0.99976262   +2 41 13.6
 LF1519;SPC NE       -   333,321.53  2,764,467.73   sFT  0.99976262   +2 41 13.6
 LF1519;UTM  15      - 4,506,963.605   251,080.600   MT  1.00036273   -1 55 14.1
 LF1519;UTM  14      - 4,507,280.206   758,187.943   MT  1.00042059   +1 59 31.8
 LF1519
 LF1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1519!SPC NE       -   0.99994473  x   0.99976262  =   0.99970736
 LF1519!UTM  15      -   0.99994473  x   1.00036273  =   1.00030744
 LF1519!UTM  14      -   0.99994473  x   1.00042059  =   1.00036530
 LF1519
 LF1519:                Primary Azimuth Mark                     Grid Az
 LF1519:SPC NE       -  OTOE                                     302 55 58.8
 LF1519:UTM  15      -  OTOE                                     307 32 26.5
 LF1519:UTM  14      -  OTOE                                     303 37 40.6
 LF1519
 LF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5108006963(NAD 83)
 LF1519
 LF1519|---------------------------------------------------------------------|
 LF1519| PID    Reference Object                     Distance      Geod. Az  |
 LF1519|                                                           dddmmss.s |
 LF1519| LF1403 NEBRASKA CITY MUNICIPAL TANK        APPROX. 6.7 KM 0904419.2 |
 LF1519| CL6426 DUN AZ MK                                          2095225.9 |
 LF1519| LF1518 DUN RM 1                             23.959 METERS 28336     |
 LF1519| LG0963 OTOE                                APPROX.16.3 KM 3053712.4 |
 LF1519| LF1536 DUN RM 2                             26.028 METERS 35114     |
 LF1519|---------------------------------------------------------------------|
 LF1519
 LF1519                          SUPERSEDED SURVEY CONTROL
 LF1519
 LF1519  NAD 83(1986)-  40 40 33.63202(N)    095 56 42.62948(W) AD(       ) 2
 LF1519
 LF1519.Superseded values are not recommended for survey control.
 LF1519
 LF1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1519.See file dsdata.pdf to determine how the superseded data were derived.
 LF1519
 LF1519_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1519_STAMPING: DUN 1961 1990
 LF1519_MARK LOGO: NGS
 LF1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1519+STABILITY: SURFACE MOTION
 LF1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1519+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LF1519
 LF1519  HISTORY     - Date     Condition        Report By
 LF1519  HISTORY     - 19900625 MONUMENTED       NGS
 LF1519  HISTORY     - 19911023 GOOD             NGS
 LF1519
 LF1519                          STATION DESCRIPTION
 LF1519
 LF1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1519'7.5 KM (4.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1519'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.9 KM
 LF1519'(0.55 MI) NORTHERLY ALONG A PAVED ROAD, 26.0 M (85.3 FT)
 LF1519'SOUTH-SOUTHEAST OF REFERENCE MARK 2, 24.0 M (78.7 FT) EAST OF
 LF1519'REFERENCE MARK 1, 18.2 M (59.7 FT) EAST OF AND LEVEL WITH THE ROAD
 LF1519'CENTER, 1.1 M (3.6 FT) SOUTH OF A WITNESS POST, 0.8 M (2.6 FT) NORTH
 LF1519'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.7 M (2.3 FT) ABOVE THE
 LF1519'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY MIRACLE
 LF1519'MUD JACKING COMPANY, ROUTE 1, BOX 247, NEBRASKA CITY, NE 68410,
 LF1519'TELEPHONE NUMBER (402) 873-4430.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1518 ***********************************************************************
 LF1518  DESIGNATION -  DUN RM 1
 LF1518  PID         -  LF1518
 LF1518  STATE/COUNTY-  NE/OTOE
 LF1518  COUNTRY     -  US
 LF1518  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1518
 LF1518                         *CURRENT SURVEY CONTROL
 LF1518  ______________________________________________________________________
 LF1518* NAD 83(1986) POSITION- 40 40 33.81   (N) 095 56 43.62   (W)   HD_HELD1
 LF1518* NAVD 88 ORTHO HEIGHT -   381.544 (meters)     1251.78  (feet) ADJUSTED
 LF1518  ______________________________________________________________________
 LF1518  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 LF1518  DYNAMIC HEIGHT  -        381.342 (meters)     1251.12  (feet) COMP
 LF1518  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 LF1518
 LF1518  VERT ORDER      -  FIRST     CLASS II
 LF1518
 LF1518.The horizontal coordinates were determined by differentially corrected
 LF1518.hand held GPS observations or other comparable positioning techniques
 LF1518.and have an estimated accuracy of +/- 3 meters.
 LF1518
 LF1518.The orthometric height was determined by differential leveling and
 LF1518.adjusted by the NATIONAL GEODETIC SURVEY
 LF1518.in May 1993.
 LF1518
 LF1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1518.GEOID18 height accuracy estimate available here.
 LF1518
 LF1518.Click photographs - Photos may exist for this station.
 LF1518
 LF1518.The dynamic height is computed by dividing the NAVD 88
 LF1518.geopotential number by the normal gravity value computed on the
 LF1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1518.degrees latitude (g = 980.6199 gals.).
 LF1518
 LF1518.The modeled gravity was interpolated from observed gravity values.
 LF1518
 LF1518;                    North         East    Units  Estimated Accuracy
 LF1518;SPC NE       -   101,601.2     842,588.0     MT  (+/- 3 meters HH1 GPS) 
 LF1518
 LF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5105706970(NAD 83)
 LF1518
 LF1518                          SUPERSEDED SURVEY CONTROL
 LF1518
 LF1518.No superseded survey control is available for this station.
 LF1518
 LF1518_MARKER: DR = REFERENCE MARK DISK
 LF1518_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LF1518_SP_SET: FOUNDATION
 LF1518_STAMPING: DUN NO 1 1961
 LF1518_MARK LOGO: CGS
 LF1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1518+STABILITY: POSITION/ELEVATION WELL
 LF1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1518+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2020
 LF1518
 LF1518  HISTORY     - Date     Condition        Report By
 LF1518  HISTORY     - 1961     MONUMENTED       CGS
 LF1518  HISTORY     - 19911023 GOOD             NGS
 LF1518  HISTORY     - 20200922 GOOD             NEGS
 LF1518
 LF1518                          STATION DESCRIPTION
 LF1518
 LF1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1518'7.5 KM (4.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1518'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.9 KM
 LF1518'(0.55 MI) NORTHERLY ALONG A PAVED ROAD, IN TOP OF AND NEAR THE SOUTH
 LF1518'EDGE OF THE CONCRETE FOUNDATION OF AN ABANDONED MISSILE SILO, 27.7 M
 LF1518'(90.9 FT) SOUTHWEST OF REFERENCE MARK 2, 24.0 M (78.7 FT) WEST OF
 LF1518'TRIANGULATION STATION DUN RESET, AND 4.6 M (15.1 FT) WEST OF AND
 LF1518'LEVEL WITH THE ROAD CENTER.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 LF1518'BY MIRACLE MUD JACKING COMPANY, ROUTE 1, BOX 247, NEBRASKA CITY, NE
 LF1518'68410, TELEPHONE NUMBER (402) 873-4430.
 LF1518
 LF1518                          STATION RECOVERY (2020)
 LF1518
 LF1518'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1518'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND U.S. HIGHWAY 75,
 LF1518'WEST OF NEBRASKA CITY, NE., GO WEST ON NE. HIGHWAY 2 FOR 2.0 MI (3.2
 LF1518'KM) TO N. 56TH ROAD.  TURN RIGHT AND GO NORTH ON N. 56TH ROAD FOR 130
 LF1518'FT (39.6 M) TO A SERVICE ROAD HEADING WEST.  TURN LEFT AND GO WEST ON
 LF1518'THE SERVICE ROAD FOR 0.50 MI (0.80 KM) TO A DRIVE EAST OF A FARM
 LF1518'RENTAL BUSINESS.  TURN RIGHT (NORTH) AND GO NORTH FOR 300 FT (91.4 M)
 LF1518'TO THE MAIN ENTRANCE ON THE LEFT.  FROM THE MAIN ENTRANCE.  THE MARK
 LF1518'IS LOCATED 240 FT (73.2 M) TO THE SOUTHWEST ON THE NORTHEAST SECTION
 LF1518'OF A ROUND CONCRETE SILO FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1536 ***********************************************************************
 LF1536  DESIGNATION -  DUN RM 2
 LF1536  PID         -  LF1536
 LF1536  STATE/COUNTY-  NE/OTOE
 LF1536  COUNTRY     -  US
 LF1536  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1536
 LF1536                         *CURRENT SURVEY CONTROL
 LF1536  ______________________________________________________________________
 LF1536* NAD 83(1986) POSITION- 40 40 34.46   (N) 095 56 42.80   (W)   HD_HELD1
 LF1536* NAVD 88 ORTHO HEIGHT -   381.21  (meters)     1250.7   (feet) RESET
 LF1536  ______________________________________________________________________
 LF1536  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 LF1536  VERT ORDER      -  THIRD
 LF1536
 LF1536.The horizontal coordinates were determined by differentially corrected
 LF1536.hand held GPS observations or other comparable positioning techniques
 LF1536.and have an estimated accuracy of +/- 3 meters.
 LF1536
 LF1536.The orthometric height was computed from unverified reset data.
 LF1536
 LF1536.No vertical observational check was made to the station.
 LF1536
 LF1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1536.GEOID18 height accuracy estimate available here.
 LF1536
 LF1536.Click photographs - Photos may exist for this station.
 LF1536
 LF1536;                    North         East    Units  Estimated Accuracy
 LF1536;SPC NE       -   101,622.1     842,606.3     MT  (+/- 3 meters HH1 GPS) 
 LF1536
 LF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5107706989(NAD 83)
 LF1536
 LF1536                          SUPERSEDED SURVEY CONTROL
 LF1536
 LF1536.No superseded survey control is available for this station.
 LF1536
 LF1536_MARKER: DR = REFERENCE MARK DISK
 LF1536_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LF1536_SP_SET: SLAB
 LF1536_STAMPING: DUN NO 2 1961
 LF1536_MARK LOGO: CGS
 LF1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1536+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1991
 LF1536
 LF1536  HISTORY     - Date     Condition        Report By
 LF1536  HISTORY     - 1961     MONUMENTED       CGS
 LF1536  HISTORY     - 19910830 GOOD             NEDR
 LF1536
 LF1536                          STATION DESCRIPTION
 LF1536
 LF1536'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 LF1536'ABOUT 6.7 KM (4.2 MI) WEST FROM NEBRASKA CITY, 0.8 KM (0.5 MI) NORTH
 LF1536'FROM THE PRESENT, 1991, ALIGNMENT OF STATE HIGHWAY 2, AT AN ABANDONED
 LF1536'MISSILE SITE AND IN SEC10, T8N, R13E.  THE PROPERTY IS OWNED BY L AND
 LF1536'H PROPERTIES, INCORPORATED, RR 1, BOX 247, NEBRASKA CITY, NEBRASKA
 LF1536'68410.  TELEPHONE--MIRACLE MUD JACKERS--AT 402 873 4430 FOR A KEY TO
 LF1536'A LOCKED GATE AT THE ENTRANCE ROAD FROM HIGHWAY 2.  NOTE--HIGHWAY 2
 LF1536'IS SCHEDULED FOR RE-ALIGNMENT IN THE FUTURE AND AT THAT TIME THE MARK
 LF1536'WILL BE ABOUT 300 FT (91.4 M) NORTH FROM THE NEW ALIGNMENT.  FROM THE
 LF1536'WEST JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 75, ABOUT 3.21 KM
 LF1536'(1.99 MI) WEST FROM NEBRASKA CITY, GO WEST ON HIGHWAY 2 FOR 3.70 KM
 LF1536'(2.30 MI) TO A SIDE ROAD ON THE RIGHT, AT THE EAST SIDE OF AN
 LF1536'ELEVATED WATER TANK.  TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.8 KM
 LF1536'(0.5 MI) TO THE ABANDONED MISSILE SITE AND THE MARK, IN THE SOUTHEAST
 LF1536'CORNER OF A 16 BY 18 FOOT CONCRETE SLAB, 26.028 M (85.394 FT) NORTH
 LF1536'FROM STATION DUNN RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0438 ***********************************************************************
 NO0438  DESIGNATION -  DUNCAN
 NO0438  PID         -  NO0438
 NO0438  STATE/COUNTY-  NE/CHERRY
 NO0438  COUNTRY     -  US
 NO0438  USGS QUAD   -  ELL LAKE (2017)
 NO0438
 NO0438                         *CURRENT SURVEY CONTROL
 NO0438  ______________________________________________________________________
 NO0438* NAD 83(1995) POSITION- 42 44 03.87955(N) 100 32 11.24229(W)   ADJUSTED
 NO0438* NAVD 88 ORTHO HEIGHT -   866.351 (meters)     2842.35  (feet) ADJUSTED
 NO0438  ______________________________________________________________________
 NO0438  GEOID HEIGHT    -        -21.625 (meters)                     GEOID18
 NO0438  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 NO0438  DYNAMIC HEIGHT  -        865.986 (meters)     2841.16  (feet) COMP
 NO0438  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 NO0438
 NO0438  HORZ ORDER      -  THIRD
 NO0438  VERT ORDER      -  FIRST     CLASS II
 NO0438
 NO0438.The horizontal coordinates were established by classical geodetic methods
 NO0438.and adjusted by the National Geodetic Survey in August 1997.
 NO0438
 NO0438.The orthometric height was determined by differential leveling and
 NO0438.adjusted by the NATIONAL GEODETIC SURVEY
 NO0438.in June 1994.
 NO0438
 NO0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0438.GEOID18 height accuracy estimate available here.
 NO0438
 NO0438.Click photographs - Photos may exist for this station.
 NO0438
 NO0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0438
 NO0438.The dynamic height is computed by dividing the NAVD 88
 NO0438.geopotential number by the normal gravity value computed on the
 NO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0438.degrees latitude (g = 980.6199 gals.).
 NO0438
 NO0438.The modeled gravity was interpolated from observed gravity values.
 NO0438
 NO0438. The following values were computed from the NAD 83(1995) position.
 NO0438
 NO0438;                    North         East     Units Scale Factor Converg.
 NO0438;SPC NE       -   322,254.884   456,074.067   MT  0.99988906   -0 21 19.8
 NO0438;SPC NE       - 1,057,264.57  1,496,303.00   sFT  0.99988906   -0 21 19.8
 NO0438;UTM  14      - 4,732,466.798   374,226.735   MT  0.99979462   -1 02 34.0
 NO0438
 NO0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0438!SPC NE       -   0.99986754  x   0.99988906  =   0.99975662
 NO0438!UTM  14      -   0.99986754  x   0.99979462  =   0.99966219
 NO0438
 NO0438:                Primary Azimuth Mark                     Grid Az
 NO0438:SPC NE       -  2 F                                      001 59 06.8
 NO0438:UTM  14      -  2 F                                      002 40 21.0
 NO0438
 NO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7422632466(NAD 83)
 NO0438
 NO0438|---------------------------------------------------------------------|
 NO0438| PID    Reference Object                     Distance      Geod. Az  |
 NO0438|                                                           dddmmss.s |
 NO0438| NO0523 2 F                                                0013747.0 |
 NO0438| CO3027 DUNCAN RM 1                          10.456 METERS 18336     |
 NO0438| CO3028 DUNCAN RM 2                          15.153 METERS 35715     |
 NO0438|---------------------------------------------------------------------|
 NO0438
 NO0438                          SUPERSEDED SURVEY CONTROL
 NO0438
 NO0438  NAD 83(1986)-  42 44 03.88025(N)    100 32 11.25249(W) AD(       ) 3
 NO0438  NAD 27      -  42 44 03.86100(N)    100 32 09.78100(W) AD(       ) 3
 NO0438  NGVD 29 (02/14/92)  866.067  (m)         2841.42   (f) ADJUSTED    1 2
 NO0438
 NO0438.Superseded values are not recommended for survey control.
 NO0438
 NO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0438.See file dsdata.pdf to determine how the superseded data were derived.
 NO0438
 NO0438_MARKER: DS = TRIANGULATION STATION DISK
 NO0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0438_STAMPING: DUNCAN 1949
 NO0438_MARK LOGO: CGS
 NO0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0438+STABILITY: SURFACE MOTION
 NO0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0438+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1991
 NO0438
 NO0438  HISTORY     - Date     Condition        Report By
 NO0438  HISTORY     - 1949     MONUMENTED       CGS
 NO0438  HISTORY     - 1949     GOOD             CGS
 NO0438  HISTORY     - 19911028 GOOD             NGS
 NO0438
 NO0438                          STATION DESCRIPTION
 NO0438
 NO0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0438'THE STATION IS LOCATED ABOUT 9.25 MILES SOUTH AND 1.0 MILE
 NO0438'EAST OF VALENTINE, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 83.
 NO0438'IT IS ABOUT 100.0 FEET NORTH AND ABOUT 5.0 FEET BELOW THE
 NO0438'HIGHEST POINT OF A SAND HILL, 47.7 FEET WEST OF THE CENTER
 NO0438'OF U.S. HIGHWAY NO. 83, 5.5 FEET NORTH-NORTHEAST OF A WITNESS
 NO0438'POST, AND 3.0 FEET EAST OF A FENCE.  IT PROJECTS 4 INCHES AND
 NO0438'IS STAMPED DUNCAN 1949.
 NO0438'
 NO0438'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT ABOVE THE ELEVATION OF
 NO0438'THE STATION, 49.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NO0438'NO. 83 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES
 NO0438'AND IS STAMPED DUNCAN NO 1 1949.
 NO0438'
 NO0438'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET BELOW THE ELEVATION OF
 NO0438'THE STATION, 49.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NO0438'NO. 83 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 1 INCH AND
 NO0438'IS STAMPED DUNCAN NO 2 1949.
 NO0438'
 NO0438'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.90 FEET.
 NO0438'
 NO0438'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK DISK SET
 NO0438'IN THE TOP OF A 7 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES
 NO0438'ABOVE THE GROUND.  IT IS 93.0 FEET SOUTH OF THE CENTER OF A
 NO0438'T ROAD, 46.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 83,
 NO0438'6.0 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 1.7 FEET WEST
 NO0438'OF A WITNESS POST.  IT IS STAMPED 2F 1947.
 NO0438'
 NO0438'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0438'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0438'WITH U.S. HIGHWAY NO. 20, TURN LEFT ON U.S. HIGHWAY NO. 20
 NO0438'AND U.S. HIGHWAY NO. 83 AND GO SOUTHEASTERLY FOR 5.5 MILES TO
 NO0438'WHERE U.S. HIGHWAY NO. 83 TURNS TO THE RIGHT, HERE TURN
 NO0438'RIGHT ON U.S. HIGHWAY NO. 83 AND GO SOUTHWESTERLY FOR 4.8
 NO0438'MILES TO A T ROAD ON THE LEFT AND THE AZIMUTH MARK AS
 NO0438'DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.6 OF A
 NO0438'MILE TO THE TOP OF A SAND HILL AND THE STATION ON THE
 NO0438'RIGHT AS DESCRIBED.
 NO0438'
 NO0438'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0438
 NO0438                          STATION RECOVERY (1949)
 NO0438
 NO0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NO0438'RECOVERED IN GOOD CONDITION.
 NO0438
 NO0438                          STATION RECOVERY (1991)
 NO0438
 NO0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0438'17.9 KM (11.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0438'OF U.S. HIGHWAY 20 IN VALENTINE, 14.8 M (48.6 FT) WEST OF THE
 NO0438'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTHEAST OF A UTILITY
 NO0438'POLE, 1.7 M (5.6 FT) NORTHEAST OF A WITNESS POST, AND 0.8 M (2.6 FT)
 NO0438'EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI7689 ***********************************************************************
 AI7689  DESIGNATION -  DUNCAN 2
 AI7689  PID         -  AI7689
 AI7689  STATE/COUNTY-  NE/CHERRY
 AI7689  COUNTRY     -  US
 AI7689  USGS QUAD   -  ELL LAKE (2017)
 AI7689
 AI7689                         *CURRENT SURVEY CONTROL
 AI7689  ______________________________________________________________________
 AI7689* NAD 83(1986) POSITION- 42 44 03.     (N) 100 32 10.     (W)   SCALED
 AI7689* NAVD 88 ORTHO HEIGHT -   867.14  (meters)     2844.9   (feet) RESET
 AI7689  ______________________________________________________________________
 AI7689  GEOID HEIGHT    -        -21.626 (meters)                     GEOID18
 AI7689  VERT ORDER      -  THIRD
 AI7689
 AI7689.The horizontal coordinates were scaled from a map and have
 AI7689.an estimated accuracy of +/- 6 seconds.
 AI7689
 AI7689.The orthometric height was computed from unverified reset data.
 AI7689
 AI7689.No vertical observational check was made to the station.
 AI7689
 AI7689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7689.GEOID18 height accuracy estimate available here.
 AI7689
 AI7689.Click photographs - Photos may exist for this station.
 AI7689
 AI7689;                    North         East    Units  Estimated Accuracy
 AI7689;SPC NE       -   322,230.      456,100.      MT  (+/- 180 meters Scaled)
 AI7689
 AI7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742324(NAD 83)
 AI7689
 AI7689                          SUPERSEDED SURVEY CONTROL
 AI7689
 AI7689.No superseded survey control is available for this station.
 AI7689
 AI7689_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7689_STAMPING: DUNCAN 2 1995
 AI7689_MARK LOGO: NGS
 AI7689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7689+STABILITY: SURFACE MOTION
 AI7689
 AI7689  HISTORY     - Date     Condition        Report By
 AI7689  HISTORY     - 1995     MONUMENTED       NGS
 AI7689
 AI7689                          STATION DESCRIPTION
 AI7689
 AI7689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7689'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 83 AND 20, ABOUT
 AI7689'5.0 MILES (8.0 KM) SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH ON HIGHWAY
 AI7689'83 FOR 6.0 MILES (9.7 KM) TO THE STATION ON THE RIGHT, AT TOP OF A
 AI7689'HIGH HILL, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4,
 AI7689'SEC24, 632N, R28W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI7689'MONUMENT THAT PROJECTS ABOUT 0.2 FEET.  (6.1 CM) IT IS 134.0 FEET
 AI7689'(40.8 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 31.72 FEET (9.67 M)
 AI7689'NORTH FROM REFERENCE MARK 3, 23.10 FEET (7.04 M) SOUTH FROM REFERENCE
 AI7689'MARK 4, 2.6 FEET (0.8 M) NORTHEAST FROM A WITNESS POST, 3.0 FEET (0.9
 AI7689'M) EAST FROM THE WEST RIGHT-OF-WAY FENCE.  THIS MARK IS A BENCH MARK
 AI7689'ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI7690 ***********************************************************************
 AI7690  DESIGNATION -  DUNCAN 2 RM 3
 AI7690  PID         -  AI7690
 AI7690  STATE/COUNTY-  NE/CHERRY
 AI7690  COUNTRY     -  US
 AI7690  USGS QUAD   -  ELL LAKE (2017)
 AI7690
 AI7690                         *CURRENT SURVEY CONTROL
 AI7690  ______________________________________________________________________
 AI7690* NAD 83(1986) POSITION- 42 44 03.     (N) 100 32 10.     (W)   SCALED
 AI7690* NAVD 88 ORTHO HEIGHT -   866.86  (meters)     2844.0   (feet) RESET
 AI7690  ______________________________________________________________________
 AI7690  GEOID HEIGHT    -        -21.626 (meters)                     GEOID18
 AI7690  VERT ORDER      -  THIRD
 AI7690
 AI7690.The horizontal coordinates were scaled from a map and have
 AI7690.an estimated accuracy of +/- 6 seconds.
 AI7690
 AI7690.The orthometric height was computed from unverified reset data.
 AI7690
 AI7690.No vertical observational check was made to the station.
 AI7690
 AI7690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7690.GEOID18 height accuracy estimate available here.
 AI7690
 AI7690.Click photographs - Photos may exist for this station.
 AI7690
 AI7690;                    North         East    Units  Estimated Accuracy
 AI7690;SPC NE       -   322,230.      456,100.      MT  (+/- 180 meters Scaled)
 AI7690
 AI7690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742324(NAD 83)
 AI7690
 AI7690                          SUPERSEDED SURVEY CONTROL
 AI7690
 AI7690.No superseded survey control is available for this station.
 AI7690
 AI7690_MARKER: DR = REFERENCE MARK DISK
 AI7690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7690_STAMPING: DUNCAN 2 NO 3 1995
 AI7690_MARK LOGO: NGS
 AI7690_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7690+STABILITY: SURFACE MOTION
 AI7690
 AI7690  HISTORY     - Date     Condition        Report By
 AI7690  HISTORY     - 1995     MONUMENTED       NGS
 AI7690
 AI7690                          STATION DESCRIPTION
 AI7690
 AI7690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7690'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 83 AND 20, ABOUT 5.0
 AI7690'MILES (8.0 KM) SOUTH-SOUTHEAST FROM VALENTINE, GO SOUTH ON HIGHWAY 83
 AI7690'FOR 6.8 MILES (10.9 KM) TO THE MARK ON THE RIGHT, JUST SOUTH OF THE
 AI7690'CREST OF HILL, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4,
 AI7690'SEC24, T32N, R28W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI7690'MONUMENT THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND.  IT IS
 AI7690'133.0 FEET (40.5 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 32.71
 AI7690'FEET (9.97 M) SOUTH FROM STATION DUNCAN 2, 29.9 FEET (9.1 M) SOUTH
 AI7690'FROM A WITNESS POST, 1.8 FEET (0.5 M) EAST FROM THE WEST RIGHT-OF-WAY
 AI7690'FENCE.  THIS MARK IS A BENCH MARK ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI7691 ***********************************************************************
 AI7691  DESIGNATION -  DUNCAN 2 RM 4
 AI7691  PID         -  AI7691
 AI7691  STATE/COUNTY-  NE/CHERRY
 AI7691  COUNTRY     -  US
 AI7691  USGS QUAD   -  ELL LAKE (2017)
 AI7691
 AI7691                         *CURRENT SURVEY CONTROL
 AI7691  ______________________________________________________________________
 AI7691* NAD 83(1986) POSITION- 42 44 03.     (N) 100 32 10.     (W)   SCALED
 AI7691* NAVD 88 ORTHO HEIGHT -   866.79  (meters)     2843.8   (feet) RESET
 AI7691  ______________________________________________________________________
 AI7691  GEOID HEIGHT    -        -21.626 (meters)                     GEOID18
 AI7691  VERT ORDER      -  THIRD
 AI7691
 AI7691.The horizontal coordinates were scaled from a map and have
 AI7691.an estimated accuracy of +/- 6 seconds.
 AI7691
 AI7691.The orthometric height was computed from unverified reset data.
 AI7691
 AI7691.No vertical observational check was made to the station.
 AI7691
 AI7691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7691.GEOID18 height accuracy estimate available here.
 AI7691
 AI7691.Click photographs - Photos may exist for this station.
 AI7691
 AI7691;                    North         East    Units  Estimated Accuracy
 AI7691;SPC NE       -   322,230.      456,100.      MT  (+/- 180 meters Scaled)
 AI7691
 AI7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742324(NAD 83)
 AI7691
 AI7691                          SUPERSEDED SURVEY CONTROL
 AI7691
 AI7691.No superseded survey control is available for this station.
 AI7691
 AI7691_MARKER: DR = REFERENCE MARK DISK
 AI7691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7691_STAMPING: DUNCAN 2 NO 4 1995
 AI7691_MARK LOGO: NGS
 AI7691_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7691+STABILITY: SURFACE MOTION
 AI7691
 AI7691  HISTORY     - Date     Condition        Report By
 AI7691  HISTORY     - 1995     MONUMENTED       NGS
 AI7691
 AI7691                          STATION DESCRIPTION
 AI7691
 AI7691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7691'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 83 AND 20, ABOUT 5
 AI7691'MILES (8.0 KM) SOUTH-SOUTHEAST FROM VALENTINE, GO SOUTH ON HIGHWAY 83
 AI7691'FOR 6.80 MILES (10.94 KM) TO THE MARK ON THE RIGHT, JUST NORTH OF THE
 AI7691'CREST OF A HILL, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE
 AI7691'NE1/4, SEC24, T32N, R28.  THE DISK IS SET INTO THE TOP OF A ROUND
 AI7691'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND. IT
 AI7691'IS 134.0 FEET (40.8 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 23.10
 AI7691'FEET (7.04 M) NORTH FROM STATION DUNCAN 2, 24.9 FEET (7.6 M) NORTH
 AI7691'FROM A WITNESS POST, 1.0 FOOT (0.3 M) EAST FROM THE WEST RIGHT-OF-WAY
 AI7691'FENCE.  THIS MARK IS A BENCH MARK ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1903 ***********************************************************************
 MK1903  DESIGNATION -  DUNCAN MUNICIPAL TANK
 MK1903  PID         -  MK1903
 MK1903  STATE/COUNTY-  NE/PLATTE
 MK1903  COUNTRY     -  US
 MK1903  USGS QUAD   -  DUNCAN (2017)
 MK1903
 MK1903                         *CURRENT SURVEY CONTROL
 MK1903  ______________________________________________________________________
 MK1903* NAD 83(1995) POSITION- 41 23 37.55676(N) 097 29 37.68392(W)   ADJUSTED
 MK1903  ______________________________________________________________________
 MK1903  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 MK1903  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 MK1903  HORZ ORDER      -  THIRD
 MK1903
 MK1903.The horizontal coordinates were established by classical geodetic methods
 MK1903.and adjusted by the National Geodetic Survey in August 1997.
 MK1903
 MK1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1903.GEOID18 height accuracy estimate available here.
 MK1903
 MK1903.Click photographs - Photos may exist for this station.
 MK1903
 MK1903.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1903
 MK1903. The following values were computed from the NAD 83(1995) position.
 MK1903
 MK1903;                    North         East     Units Scale Factor Converg.
 MK1903;SPC NE       -   176,284.050   709,499.119   MT  0.99966050   +1 39 39.1
 MK1903;SPC NE       -   578,358.59  2,327,748.36   sFT  0.99966050   +1 39 39.1
 MK1903;UTM  14      - 4,583,564.822   625,918.608   MT  0.99979513   +0 59 45.9
 MK1903
 MK1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2591883564(NAD 83)
 MK1903
 MK1903                          SUPERSEDED SURVEY CONTROL
 MK1903
 MK1903  NAD 83(1986)-  41 23 37.56641(N)    097 29 37.68752(W) AD(       ) 3
 MK1903  NAD 27      -  41 23 37.52300(N)    097 29 36.52600(W) AD(       ) 3
 MK1903
 MK1903.Superseded values are not recommended for survey control.
 MK1903
 MK1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1903.See file dsdata.pdf to determine how the superseded data were derived.
 MK1903
 MK1903_MARKER: 53 = ELEVATED TANK
 MK1903
 MK1903  HISTORY     - Date     Condition        Report By
 MK1903  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1903
 MK1903                          STATION DESCRIPTION
 MK1903
 MK1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1903'STATION IS LOCATED IN THE NORTHEAST PART OF THE VILLAGE OF DUNCAN
 MK1903'ON HIGH GROUND.  STATION IS ABOUT 110 FEET HIGH AND 40 FEET
 MK1903'SQUARE AT BASE.  STATION IS OF STEEL CONSTRUCTION WITH FOUR LEGS
 MK1903'AND IS PAINTED SILVER.  THE LETTERS DUNCAN ARE PAINTED IN BLACK
 MK1903'ON THE SOUTHEAST SIDE OF TANK.
 MK1903'
 MK1903'TO REACH FROM POST OFFICE IN DUNCAN GO NORTH FOR 0.3 MILE TO
 MK1903'STATION ON LEFT OR WEST SIDE OF STREET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0495 ***********************************************************************
 LJ0495  DESIGNATION -  DUNDY
 LJ0495  PID         -  LJ0495
 LJ0495  STATE/COUNTY-  NE/DUNDY
 LJ0495  COUNTRY     -  US
 LJ0495  USGS QUAD   -  CHAMPION SW (2017)
 LJ0495
 LJ0495                         *CURRENT SURVEY CONTROL
 LJ0495  ______________________________________________________________________
 LJ0495* NAD 83(1995) POSITION- 40 20 46.41470(N) 101 44 32.72427(W)   ADJUSTED
 LJ0495* NAVD 88 ORTHO HEIGHT -  1024.    (meters)     3360.    (feet) SCALED
 LJ0495  ______________________________________________________________________
 LJ0495  GEOID HEIGHT    -        -22.366 (meters)                     GEOID18
 LJ0495  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 LJ0495  HORZ ORDER      -  FIRST
 LJ0495
 LJ0495.The horizontal coordinates were established by classical geodetic methods
 LJ0495.and adjusted by the National Geodetic Survey in August 1997.
 LJ0495
 LJ0495.The orthometric height was scaled from a topographic map.
 LJ0495
 LJ0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0495.GEOID18 height accuracy estimate available here.
 LJ0495
 LJ0495.Click photographs - Photos may exist for this station.
 LJ0495
 LJ0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0495
 LJ0495. The following values were computed from the NAD 83(1995) position.
 LJ0495
 LJ0495;                    North         East     Units Scale Factor Converg.
 LJ0495;SPC NE       -    58,439.182   351,992.487   MT  0.99986139   -1 09 16.9
 LJ0495;SPC NE       -   191,729.22  1,154,828.68   sFT  0.99986139   -1 09 16.9
 LJ0495;UTM  14      - 4,469,796.427   267,079.579   MT  1.00026787   -1 46 34.5
 LJ0495
 LJ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0495!SPC NE       -   0.99984283  x   0.99986139  =   0.99970424
 LJ0495!UTM  14      -   0.99984283  x   1.00026787  =   1.00011066
 LJ0495
 LJ0495:                Primary Azimuth Mark                     Grid Az
 LJ0495:SPC NE       -  DUNDY AZ MK 2                            018 13 12.4
 LJ0495:UTM  14      -  DUNDY AZ MK 2                            018 50 30.0
 LJ0495
 LJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6707969796(NAD 83)
 LJ0495
 LJ0495|---------------------------------------------------------------------|
 LJ0495| PID    Reference Object                     Distance      Geod. Az  |
 LJ0495|                                                           dddmmss.s |
 LJ0495| CP7045 DUNDY RM 1                           66.767 METERS 01004     |
 LJ0495| CP7044 DUNDY AZ MK 2                                      0170355.5 |
 LJ0495| CP7043 DUNDY AZ MK                                        0181854.4 |
 LJ0495| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.20.8 KM 0234428.6 |
 LJ0495| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.20.3 KM 0244113.5 |
 LJ0495| CP7046 DUNDY RM 2                           58.144 METERS 12614     |
 LJ0495|---------------------------------------------------------------------|
 LJ0495
 LJ0495                          SUPERSEDED SURVEY CONTROL
 LJ0495
 LJ0495  NAD 83(1986)-  40 20 46.41381(N)    101 44 32.72404(W) AD(       ) 1
 LJ0495  NAD 27      -  40 20 46.43600(N)    101 44 31.10600(W) AD(       ) 1
 LJ0495
 LJ0495.Superseded values are not recommended for survey control.
 LJ0495
 LJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0495.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0495
 LJ0495_MARKER: DS = TRIANGULATION STATION DISK
 LJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0495_STAMPING: DUNDY 1933
 LJ0495_MARK LOGO: CGS
 LJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0495+STABILITY: SURFACE MOTION
 LJ0495
 LJ0495  HISTORY     - Date     Condition        Report By
 LJ0495  HISTORY     - 1933     MONUMENTED       CGS
 LJ0495  HISTORY     - 1969     GOOD             CGS
 LJ0495  HISTORY     - 1971     GOOD             USGS
 LJ0495  HISTORY     - 1973     GOOD             USGS
 LJ0495
 LJ0495                          STATION DESCRIPTION
 LJ0495
 LJ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0495'STATION IS ABOUT 13 MILES SSW OF IMPERIAL AND 9 MILES S OF
 LJ0495'CHAMPION ON HIGH SHARP SAND HILL IN NE 1/4 SEC. 5, T 4 N, R 39 W.
 LJ0495'
 LJ0495'STATION IS ON HIGHEST POINT OF LONG RIDGE RUNNING NNE AND SSE,
 LJ0495'NEAR N END, AND ABOUT 1/4 MILE S OF CHASE AND DUNDY COUNTY
 LJ0495'LINE, AND ABOUT 1/4 MILE NW OF FAMOUS BLOWOUT AND SAND HILL
 LJ0495'KNOWN IN THIS REGION AS OLD BALDY.
 LJ0495'
 LJ0495'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0495'BRONZE DISKS SET IN CONCRETE.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 1 IS NNE OF STATION ON FIRST NARROW RIDGE,
 LJ0495'RUNNING NW AND SE, TO N.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 2 IS SE OF STATION ON FIRST KNOLL TO SE.
 LJ0495'
 LJ0495'AZIMUTH MARK IS NE OF STATION IN E AND W FENCE ABOUT 75 FEET
 LJ0495'S OF CHASE-DUNDY COUNTY LINE, 5 FEET W OF FENCE CORNER.
 LJ0495'
 LJ0495'TO REACH STATION FROM IMPERIAL FOLLOW STATE HIGHWAY 48 SW 7.4
 LJ0495'MILES TO BRIDGE OVER CREEK ON E SIDE OF CHAMPION.  CONTINUE
 LJ0495'STRAIGHT S FROM BRIDGE ON DIRT ROAD 7.0 MILES TO END OF ROAD.
 LJ0495'FROM HERE WORK WAY ACROSS VALLEY AND UP RIDGE, ABOU 1.0 MILE
 LJ0495'SSW, TO HIGHEST POINT AND STATION.
 LJ0495'
 LJ0495'HEIGHT OF LIGHT ABOVE STATION MARK - 1.18 METERS.
 LJ0495
 LJ0495                          STATION RECOVERY (1969)
 LJ0495
 LJ0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LJ0495'STATION MARK, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED IN GOOD
 LJ0495'CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED BY EROSION.  A
 LJ0495'NEW AZIMUTH MARK WAS SET.  A CHECK WAS MADE OF THE DISTANCE
 LJ0495'AND DIRECTION TO THE REFERENCE MARKS AND FOUND TO BE CORRECT.
 LJ0495'THE 1933 LOCATION DESCRIPTION AS DESCRIBED BY W.R.P. IS
 LJ0495'ADEQUATE WITH THESE EXCEPTIONS.  STATION MARK IS 1 FOOT NORTH
 LJ0495'OF A 5 FOOT GAS PIPE AND PROJECTS 12 INCHES.  AZIMUTH MARK
 LJ0495'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AND
 LJ0495'STAMPED DUNDY 1933 1969, IS 75 FEET NORTH OF THE NORTH EDGE
 LJ0495'OF A WASH AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 3
 LJ0495'INCHES.
 LJ0495'
 LJ0495'TO REACH FROM THE RAILROAD STATION AT IMPERIAL, GO SOUTH ON
 LJ0495'BROADWAY STREET FOR 0.15 MILE TO FORKS.  TAKE RIGHT FORK AND GO
 LJ0495'WESTERLY ON SURFACED ROAD FOR 4.7 MILES TO CROSSROADS.  TURN
 LJ0495'LEFT AND GO SOUTHERLY ON GRADED ROAD FOR 8.4 MILES TO CROSSROADS.
 LJ0495'CONTINUE SOUTHERLY FOR 0.5 MILE TO FARM ROAD RIGHT.  TURN RIGHT
 LJ0495'AND GO WESTERLY FOR 0.85 MILE TO RANCH BUILDINGS.  PASS TO
 LJ0495'WEST SIDE OF BARN, GO THRU GATE, TURN RIGHT AND GO WEST ON
 LJ0495'TRACK ROAD FOR 0.15 MILE TO FORKS.  TAKE LEFT FORK AND GO
 LJ0495'ALONG THE NORTH SIDE OF FENCE FOR 0.2 MILE TO A GATE AT THE
 LJ0495'FENCE-CORNER.  PASS THRU GATE AND GO SOUTH ALONG THE
 LJ0495'EAST SIDE OF FENCE FOR 0.25 MILE TO AZIMUTH ON RIGHT IN
 LJ0495'FENCELINE.  CONTINUE SOUTH-SOUTHWEST AROUND THE WEST
 LJ0495'EDGE OF A WASH AND GO SOUTHWEST ACROSS PASTURE FOR 0.25
 LJ0495'MILE TO TOP OF THE HIGHEST HILL AND STATION.
 LJ0495'
 LJ0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MI SSW
 LJ0495'OF IMPERIAL.
 LJ0495
 LJ0495                          STATION RECOVERY (1971)
 LJ0495
 LJ0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WAK)
 LJ0495'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY, AND WAS NOT
 LJ0495'OCCUPIED, THUS DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LJ0495'WERE NOT REMEASURED.
 LJ0495'
 LJ0495'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LJ0495'
 LJ0495'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LJ0495'DISKS, SET IN CONCRETE POSTS.
 LJ0495'
 LJ0495'STATION MARK--DISK PROJECTING 0.5 FEET ABOVE GROUND, AND
 LJ0495'STAMPED DUNDY 1933.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 1--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0495'AND STAMPED DUNDY NO. 1 1933.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 2--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0495'AND STAMPED DUNDY NO. 2 1933.
 LJ0495
 LJ0495                          STATION RECOVERY (1973)
 LJ0495
 LJ0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0495'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. 1933-1969 WERE
 LJ0495'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0495'
 LJ0495'DISTANCE TO R.M. 1 MISSED +0.18 FT.  R.M. 2 MISSED -1.08 FT.
 LJ0495'
 LJ0495'DIRECTION TO R.M. 1 MISSED +22.28 SECONDS IN AZIMUTH.  R.M. 2
 LJ0495'MISSED +23.19 SECONDS IN AZIMUTH.  AZ. MK. 1933-1969 MISSED +12.67
 LJ0495'SECONDS IN AZIMUTH.  IMPERIAL MWT MISSED +10.44 SECONDS IN AZIMUTH.
 LJ0495'
 LJ0495'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0509 ***********************************************************************
 MN0509  DESIGNATION -  DUNE
 MN0509  PID         -  MN0509
 MN0509  STATE/COUNTY-  NE/MORRILL
 MN0509  COUNTRY     -  US
 MN0509  USGS QUAD   -  BROADWATER NE (2017)
 MN0509
 MN0509                         *CURRENT SURVEY CONTROL
 MN0509  ______________________________________________________________________
 MN0509* NAD 83(1995) POSITION- 41 44 16.84757(N) 102 51 54.73506(W)   ADJUSTED
 MN0509* NAVD 88 ORTHO HEIGHT -  1336.    (meters)     4383.    (feet) SCALED
 MN0509  ______________________________________________________________________
 MN0509  GEOID HEIGHT    -        -19.277 (meters)                     GEOID18
 MN0509  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 MN0509  HORZ ORDER      -  FIRST
 MN0509
 MN0509.The horizontal coordinates were established by classical geodetic methods
 MN0509.and adjusted by the National Geodetic Survey in August 1997.
 MN0509
 MN0509.The orthometric height was scaled from a topographic map.
 MN0509
 MN0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0509.GEOID18 height accuracy estimate available here.
 MN0509
 MN0509.Click photographs - Photos may exist for this station.
 MN0509
 MN0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0509
 MN0509. The following values were computed from the NAD 83(1995) position.
 MN0509
 MN0509;                    North         East     Units Scale Factor Converg.
 MN0509;SPC NE       -   215,416.083   261,767.469   MT  0.99966678   -1 53 55.5
 MN0509;SPC NE       -   706,744.27    858,815.44   sFT  0.99966678   -1 53 55.5
 MN0509;UTM  13      - 4,622,891.064   677,526.799   MT  0.99998783   +1 25 17.6
 MN0509
 MN0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0509!SPC NE       -   0.99979358  x   0.99966678  =   0.99946043
 MN0509!UTM  13      -   0.99979358  x   0.99998783  =   0.99978141
 MN0509
 MN0509:                Primary Azimuth Mark                     Grid Az
 MN0509:SPC NE       -  DUNE RM 2 AZIMUTH                        162 35 45.5
 MN0509:UTM  13      -  DUNE RM 2 AZIMUTH                        159 16 32.4
 MN0509
 MN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7752622891(NAD 83)
 MN0509
 MN0509|---------------------------------------------------------------------|
 MN0509| PID    Reference Object                     Distance      Geod. Az  |
 MN0509|                                                           dddmmss.s |
 MN0509| CP7047 DUNE RM 1                            27.386 METERS 05856     |
 MN0509| CP7048 DUNE RM 2 AZIMUTH                                  1604150.0 |
 MN0509| CP7049 DUNE RM 3                            67.580 METERS 17440     |
 MN0509| MN0520 COURTHOUSE ROCK SUMMIT              APPROX.26.1 KM 2331158.8 |
 MN0509|---------------------------------------------------------------------|
 MN0509
 MN0509                          SUPERSEDED SURVEY CONTROL
 MN0509
 MN0509  NAD 83(1993)-  41 44 16.84746(N)    102 51 54.73509(W) AD(       ) 1
 MN0509  NAD 83(1986)-  41 44 16.84318(N)    102 51 54.73743(W) AD(       ) 1
 MN0509  NAD 27      -  41 44 16.94500(N)    102 51 53.00700(W) AD(       ) 1
 MN0509
 MN0509.Superseded values are not recommended for survey control.
 MN0509
 MN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0509.See file dsdata.pdf to determine how the superseded data were derived.
 MN0509
 MN0509_MARKER: DS = TRIANGULATION STATION DISK
 MN0509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0509_STAMPING: DUNE 1933
 MN0509_MARK LOGO: CGS
 MN0509_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0509
 MN0509  HISTORY     - Date     Condition        Report By
 MN0509  HISTORY     - 1933     MONUMENTED       CGS
 MN0509  HISTORY     - 1946     GOOD             CGS
 MN0509
 MN0509                          STATION DESCRIPTION
 MN0509
 MN0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0509'ABOUT 10 MILES NORTH OF BROADWATER, IN NORTHWEST QUARTER SEC.
 MN0509'4, T. 20 N., R. 48 W.
 MN0509'
 MN0509'REACHED FROM BROADWATER VIA THE ROAD NORTH PAST THE WATER TANK
 MN0509'3.0 MILES TO A T-ROAD.  TURN EAST ON ROAD WHICH TURNS NORTH
 MN0509'AGAIN, AND FOLLOW 8.0 MILES TO A ROAD LEADING WEST.  THIS ROAD
 MN0509'IS ABOUT 3/4 MILE NORTH OF WHITE FRAME CHURCH ON LEFT.  FOLLOW
 MN0509'WEST 2.0 MILES, THENCE NORTH 0.5 MILE, THENCE WEST ON DIM TRACK
 MN0509'SOUTH OF FENCE LINE 0.5 MILE.  LET DOWN FENCE AND DRIVE
 MN0509'NORTHWEST ACROSS PASTURE ABOUT 1/2 MILE TO BASE OF DUNE.  BY
 MN0509'PICKING A ROUTE TRUCK CAN BE DRIVEN TO WITHIN 250 FEET OF
 MN0509'STATION.  THE STATION IS ON THE NORTHEASTERLY OF TWO HIGHEST
 MN0509'POINTS ABOUT 200 YARDS APART.  THE STATION MARK IS A
 MN0509'STANDARD DISK SET IN TOP OF 4-INCH CAST-IRON PIPE 6 FEET
 MN0509'LONG AND PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MN0509'
 MN0509'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF 4-INCH
 MN0509'CAST-IRON PIPE 6 FEET LONG, NORTHEAST OF STATION, ON SLOPE OF
 MN0509'DUNE.  MARK IS ABOUT 6 INCHES ABOVE GROUND.
 MN0509'
 MN0509'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION, APPROXIMATELY
 MN0509'50 FEET NORTHWEST OF FENCE LINE.
 MN0509'
 MN0509'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION AT BASE OF DUNE.
 MN0509'
 MN0509'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 MN0509
 MN0509                          STATION RECOVERY (1946)
 MN0509
 MN0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0509'THE STATION WAS FOUND IN GOOD CONDITION AND THE ORIGINAL
 MN0509'DESCRIPTION WAS FOUND TO BE ADEQUATE AND ALL MARKS WERE IN
 MN0509'GOOD CONDITION.
 MN0509'
 MN0509'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0509'
 MN0509'THE STATION IS ON THE SUMMIT OF A LARGE SAND DUNE 10 MILES,
 MN0509'AIR LINE, NORTH OF THE VILLAGE OF BROADWATER.  IT IS IN THE
 MN0509'NORTHWEST QUARTER SEC. 4, T. 20 N., R. 46 W.  IT IS A STANDARD
 MN0509'U.S.C. AND G.S. DISK CEMENTED IN THE TOP OF A 4-INCH CAST-IRON
 MN0509'SOIL PIPE 6 FEET LONG AND PROJECTS 20 INCHES ABOVE THE GROUND
 MN0509'SURFACE AND IS STAMPED DUNE 1933.  THE SUB SURFACE MARK IS A STANDARD
 MN0509'DISK SET IN AN IRREGULAR MASS OF CONCRETE.
 MN0509'
 MN0509'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK
 MN0509'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON SOIL PIPE 6 FEET
 MN0509'LONG THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE
 MN0509'AND IS ON THE NORTHEAST SLOPE OF THE DUNE.  IT IS STAMPED
 MN0509'DUNE NO 1 1933.
 MN0509'
 MN0509'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.7 MILE SOUTH-SOUTHEAST
 MN0509'OF THE STATION, 0.15 MILE WEST-NORTHWEST OF A FENCE CORNER,
 MN0509'AND 181 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 MN0509'10 INCHES AND IS STAMPED DUNE NO 2 1933.
 MN0509'
 MN0509'REFERENCE MARK NO. 3 IS AT THE BASE OF THE DUNE AT THE SOUTH
 MN0509'SIDE.  IT PROJECTS 4 INCHES ON THE
 MN0509'SOUTH SIDE AND IS FLUSH WITH THE GROUND ON THE NORTH AND
 MN0509'IS STAMPED DUNE NO 3 1933.
 MN0509'
 MN0509'TO REACH FROM THE POSTOFFICE IN BROADWATER, GO EAST ON HIGHWAY
 MN0509'FOR 0.15 MILE TO A SIDE ROAD LEFT, NORTH.  TURN LEFT ON DIRT
 MN0509'ROAD, THAT PASSES BY THE MUNICIPAL WATER TANK, AND GO 3.0
 MN0509'MILES TO A Y FORK.  TAKE RIGHT FORK EAST AND NORTH FOR 8.0
 MN0509'MILES TO A SIDE ROAD LEFT, WEST, 0.1 MILE AFTER PASSING A
 MN0509'RANCH HOUSE ON THE RIGHT.  TURN LEFT, WEST, AND GO 2.0 MILES
 MN0509'TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.5 MILE TO A CATTLE
 MN0509'GUARD.  TURN LEFT, WEST, AND GO ALONG THE SOUTH SIDE OF A WIRE
 MN0509'FENCE FOR 0.5 MILE TO A FENCE CORNER.  *LET DOWN FENCE AND
 MN0509'DRIVE NORTH-NORTHWEST ACROSS SAND DUNES FOR 0.7 MILE TO THE
 MN0509'HIGHEST POINT AND THE STATION AS DESCRIBED.
 MN0509'
 MN0509'*REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.15 MILE NORTHWEST
 MN0509'OF FENCE CORNER MENTIONED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2083 ***********************************************************************
 MK2083  DESIGNATION -  DUNLAP ET
 MK2083  PID         -  MK2083
 MK2083  STATE/COUNTY-  NE/SAUNDERS
 MK2083  COUNTRY     -  US
 MK2083  USGS QUAD   -  TOUHY (2017)
 MK2083
 MK2083                         *CURRENT SURVEY CONTROL
 MK2083  ______________________________________________________________________
 MK2083* NAD 83(1995) POSITION- 41 12 19.92008(N) 096 47 27.65707(W)   ADJUSTED
 MK2083* NAVD 88 ORTHO HEIGHT -   425.    (meters)     1394.    (feet) SCALED
 MK2083  ______________________________________________________________________
 MK2083  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 MK2083  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 MK2083  HORZ ORDER      -  SECOND
 MK2083
 MK2083.The horizontal coordinates were established by classical geodetic methods
 MK2083.and adjusted by the National Geodetic Survey in August 1997.
 MK2083
 MK2083.The orthometric height was scaled from a topographic map.
 MK2083
 MK2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2083.GEOID18 height accuracy estimate available here.
 MK2083
 MK2083.Click photographs - Photos may exist for this station.
 MK2083
 MK2083.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2083
 MK2083. The following values were computed from the NAD 83(1995) position.
 MK2083
 MK2083;                    North         East     Units Scale Factor Converg.
 MK2083;SPC NE       -   157,342.012   768,998.054   MT  0.99967226   +2 07 35.7
 MK2083;SPC NE       -   516,212.92  2,522,954.45   sFT  0.99967226   +2 07 35.7
 MK2083;UTM  14      - 4,563,926.184   685,206.793   MT  1.00002217   +1 27 20.2
 MK2083
 MK2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2083!SPC NE       -   0.99993751  x   0.99967226  =   0.99960979
 MK2083!UTM  14      -   0.99993751  x   1.00002217  =   0.99995968
 MK2083
 MK2083:                Primary Azimuth Mark                     Grid Az
 MK2083:SPC NE       -  RED LIGHT RAD MAST                       268 23 15.6
 MK2083:UTM  14      -  RED LIGHT RAD MAST                       269 03 31.1
 MK2083
 MK2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8520663926(NAD 83)
 MK2083
 MK2083|---------------------------------------------------------------------|
 MK2083| PID    Reference Object                     Distance      Geod. Az  |
 MK2083|                                                           dddmmss.s |
 MK2083| CL6430 DUNLAP RM 1                          40.290 METERS 09009     |
 MK2083| CL6431 DUNLAP RM 2                           7.790 METERS 26025     |
 MK2083| CL8254 RED LIGHT RAD MAST                                 2703051.3 |
 MK2083|---------------------------------------------------------------------|
 MK2083
 MK2083                          SUPERSEDED SURVEY CONTROL
 MK2083
 MK2083  NAD 83(1986)-  41 12 19.92988(N)    096 47 27.65922(W) AD(       ) 2
 MK2083  NAD 27      -  41 12 19.90917(N)    096 47 26.56390(W) AD(       ) 2
 MK2083
 MK2083.Superseded values are not recommended for survey control.
 MK2083
 MK2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2083.See file dsdata.pdf to determine how the superseded data were derived.
 MK2083
 MK2083_MARKER: DD = SURVEY DISK
 MK2083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2083_STAMPING: ET DUNLAP 1967
 MK2083_MARK LOGO: USGS
 MK2083_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2083+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 MK2083
 MK2083  HISTORY     - Date     Condition        Report By
 MK2083  HISTORY     - 1967     MONUMENTED       USGS
 MK2083  HISTORY     - 19970721 GOOD             NGS
 MK2083
 MK2083                          STATION DESCRIPTION
 MK2083
 MK2083'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2083'THE STATION IS LOCATED APPROX. 9.0 MI W. OF WAHOO, T. 14 N., R.
 MK2083'6 E., NEAR THE COR. SECS. 1, 6, 7 AND 12, 80 FT S., 59 FT W. OF
 MK2083'CENTER OF HWY. AND PRIVATE DRIVE N., 6 FT S. OF EDGE OF HIGH CUT
 MK2083'BANK, 25 FT E. OF POWER POLE, 3 FT S. OF USGS WITNESS POST.
 MK2083'
 MK2083'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. 0.2 MI
 MK2083'ALONG 6TH ST. TO HWY. 92, TURN LEFT (S.) AND GO ALONG HWY. 92 FOR
 MK2083'9.2 MI TO CREST OF HILL AT HIGH CUT AND PRIVATE DRIVE N. AND
 MK2083'STATION ON LEFT (S.) SIDE OF RD.
 MK2083'
 MK2083'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON 0.5
 MK2083'IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED
 MK2083'WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2083'
 MK2083'THE STATION MARK IS STAMPED ET DUNLAP 1967.
 MK2083'
 MK2083'REFERENCE MARK NO. 1 IS E. OF THE STATION, 80 FT S., 73 FT E. OF
 MK2083'CENTER OF HWY. AND PRIVATE DRIVE N., 3 FT W. OF POLE.  STAMPED
 MK2083'DUNLAP NO 1 1967.
 MK2083'
 MK2083'REFERENCE MARK NO. 2 IS W. OF THE STATION, 80 FT S., 85 FT W. OF
 MK2083'CENTER OF HWY. AT PRIVATE DRIVE N., STAMPED DUNLAP NO 2 1967.
 MK2083'
 MK2083'AZIMUTH MARK CENTER OF RED LIGHT ATOP RADIO MAST APPROX. 6.5 MI W.
 MK2083'OF STATION.
 MK2083
 MK2083                          STATION RECOVERY (1997)
 MK2083
 MK2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2083'ABOUT 9.5 MI (15.3 KM) NORTH-NORTHEAST OF VALPARAISO, 1.2 MI (1.9 KM)
 MK2083'EAST OF THE EAST JUNCTION OF STATE HIGHWAYS 79 AND 92 AND ON THE SOUTH
 MK2083'SIDE OF STATE HIGHWAY 92, AT A FARM DRIVE, NEAR THE SECTION CORNER
 MK2083'COMMON TO SECTIONS 1,6,7 AND 12 OF T14N, R6E.  TO REACH THE MARK FROM
 MK2083'VALPARAISO, GO NORTH ON STATE HIGHWAY 79 FOR ABOUT 9 MI (14.5 KM) TO
 MK2083'THE JUNCTION WITH STATE HIGHWAY 92.  TURN RIGHT AND GO EAST ON THE
 MK2083'HIGHWAYS FOR 1 MI (1.6 KM) TO WHERE HIGHWAY 79 TURNS LEFT AND NORTH.
 MK2083'CONTINUE EAST ON HIGHWAY 92 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 MK2083'RIGHT, ON THE SOUTH SIDE OF THE HIGHWAY, JUST WEST OF A FARM ENTRANCE
 MK2083'DRIVE.  THE STATION IS A BRASS DISK, CRIMPED TO THE TOP OF A COPPER
 MK2083'COATED METAL ROD AND IS WITHIN A TERRA COTTA PIPE. IT IS 25.6 M (84.0
 MK2083'FT) WEST FROM THE CENTERLINE OF THE FARM DRIVE, 24.6 M (80.7 FT) SOUTH
 MK2083'FROM THE CENTERLINE OF THE HIGHWAY, 40.26 M (132.09 FT) EAST FROM A
 MK2083'REFERENCE MARK 1, 7.745 M (25.410 FT) WEST-NORTHWEST FROM A REFERENCE
 MK2083'MARK 2, 7.295 M (23.934 FT) WEST FROM A GUYED, POWERLINE POLE WITH A
 MK2083'TRANSFORMER AND O.8 M SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0410 ***********************************************************************
 NN0410  DESIGNATION -  DUSTIN
 NN0410  PID         -  NN0410
 NN0410  STATE/COUNTY-  NE/HOLT
 NN0410  COUNTRY     -  US
 NN0410  USGS QUAD   -  DUSTIN (2017)
 NN0410
 NN0410                         *CURRENT SURVEY CONTROL
 NN0410  ______________________________________________________________________
 NN0410* NAD 83(1995) POSITION- 42 48 44.05912(N) 099 05 45.99587(W)   ADJUSTED
 NN0410* NAVD 88 ORTHO HEIGHT -   600.706 (meters)     1970.82  (feet) ADJUSTED
 NN0410  ______________________________________________________________________
 NN0410  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 NN0410  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 NN0410  DYNAMIC HEIGHT  -        600.486 (meters)     1970.09  (feet) COMP
 NN0410  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 NN0410
 NN0410  HORZ ORDER      -  FIRST
 NN0410  VERT ORDER      -  SECOND    CLASS 0
 NN0410
 NN0410.The horizontal coordinates were established by classical geodetic methods
 NN0410.and adjusted by the National Geodetic Survey in August 1997.
 NN0410
 NN0410.The orthometric height was determined by differential leveling and
 NN0410.adjusted by the NATIONAL GEODETIC SURVEY
 NN0410.in June 1991.
 NN0410
 NN0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0410.GEOID18 height accuracy estimate available here.
 NN0410
 NN0410.Click photographs - Photos may exist for this station.
 NN0410
 NN0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0410
 NN0410.The dynamic height is computed by dividing the NAVD 88
 NN0410.geopotential number by the normal gravity value computed on the
 NN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0410.degrees latitude (g = 980.6199 gals.).
 NN0410
 NN0410.The modeled gravity was interpolated from observed gravity values.
 NN0410
 NN0410. The following values were computed from the NAD 83(1995) position.
 NN0410
 NN0410;                    North         East     Units Scale Factor Converg.
 NN0410;SPC NE       -   331,149.932   573,920.781   MT  0.99991930   +0 35 56.4
 NN0410;SPC NE       - 1,086,447.74  1,882,938.43   sFT  0.99991930   +0 35 56.4
 NN0410;UTM  14      - 4,739,969.039   492,142.424   MT  0.99960076   -0 03 55.1
 NN0410
 NN0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0410!SPC NE       -   0.99990969  x   0.99991930  =   0.99982900
 NN0410!UTM  14      -   0.99990969  x   0.99960076  =   0.99951048
 NN0410
 NN0410:                Primary Azimuth Mark                     Grid Az
 NN0410:SPC NE       -  DUSTIN AZ MK                             072 58 49.6
 NN0410:UTM  14      -  DUSTIN AZ MK                             073 38 41.1
 NN0410
 NN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9214239969(NAD 83)
 NN0410
 NN0410|---------------------------------------------------------------------|
 NN0410| PID    Reference Object                     Distance      Geod. Az  |
 NN0410|                                                           dddmmss.s |
 NN0410| CO3033 DUSTIN AZ MK                                       0733446.0 |
 NN0410| NN0411 DUSTIN RM 1                          21.589 METERS 09436     |
 NN0410| NN0409 DUSTIN RM 2                          29.607 METERS 26550     |
 NN0410|---------------------------------------------------------------------|
 NN0410
 NN0410                          SUPERSEDED SURVEY CONTROL
 NN0410
 NN0410  NAD 83(1986)-  42 48 44.06600(N)    099 05 46.00311(W) AD(       ) 1
 NN0410  NAD 27      -  42 48 44.06300(N)    099 05 44.65600(W) AD(       ) 1
 NN0410  NGVD 29 (??/??/92)  600.463  (m)         1970.02   (f) ADJ UNCH    2 0
 NN0410  NGVD 29             600.46   (m)         1970.0    (f) LEVELING    3  
 NN0410
 NN0410.Superseded values are not recommended for survey control.
 NN0410
 NN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0410.See file dsdata.pdf to determine how the superseded data were derived.
 NN0410
 NN0410_MARKER: DB = BENCH MARK DISK
 NN0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0410_STAMPING: DUSTIN 1940
 NN0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0410+STABILITY: SURFACE MOTION
 NN0410
 NN0410  HISTORY     - Date     Condition        Report By
 NN0410  HISTORY     - 1940     MONUMENTED       CGS
 NN0410  HISTORY     - 1946     GOOD             CGS
 NN0410
 NN0410                          STATION DESCRIPTION
 NN0410
 NN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0410'STATION DUSTIN IS 14-1/2 MILES WEST-SOUTHWEST OF BUTTE, 15
 NN0410'MILES NORTH BY EAST OF STUART, AIRLINE DISTANCES, IN THE
 NN0410'SOUTH EDGE OF AN OPEN PASTURE NEAR THE CENTER OF THE SOUTH SIDE
 NN0410'OF THE SOUTHWEST QUARTER OF SEC. 21, T. 33 N., R. 15 W.
 NN0410'
 NN0410'STATION MARK IS IN THE SOUTH EDGE OF AN OPEN PASTURE 86
 NN0410'FEET EAST OF A GATE IN THE EAST-WEST RIGHT-OF-WAY FENCE, 38 FEET
 NN0410'NORTH OF THE CENTERLINE OF THE ROAD, 7 FEET NORTH OF THE
 NN0410'RIGHT-OF-WAY FENCE, IS STAMPED DUSTIN 1940, AND PROJECTS 6 INCHES.
 NN0410'
 NN0410'TO REACH FROM THE POST OFFICE IN NAPER GO SOUTH ON STATE ROUTE
 NN0410'12 FOR 0.3 MILE AND KEEP STRAIGHT AHEAD (SOUTH) WHERE THE
 NN0410'HIGHWAY TURNS EAST, GO 10.5 MILES OR 3.35 MILES AFTER CROSSING
 NN0410'NIOBRARA RIVER AND TURN LEFT (EAST) AT CROSSROADS, GO 0.75
 NN0410'MILE TO TOP OF GRADE AND STATION ON NORTH SIDE OF THE ROAD.
 NN0410'TO REACH THE AZIMUTH MARK CONTINUE EAST 0.75 MILE AND TURN
 NN0410'LEFT (NORTH) GO 0.2 MILE TO AZIMUTH MARK ON EAST SIDE OF THE
 NN0410'ROAD.
 NN0410'
 NN0410'REFERENCE MARK NO. 1 IS LEVEL WITH THE STATION, 32 FEET NORTH OF
 NN0410'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 NN0410'IS STAMPED DUSTIN NO. 1 1940, AND PROJECTS 4 INCHES.
 NN0410'
 NN0410'REFERENCE MARK NO. 2 IS LEVEL WITH STATION, 32 FEET NORTH OF THE
 NN0410'CENTERLINE OF THE ROAD, 11 FEET WEST OF THE GATE IN THE
 NN0410'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF THE FENCE LINE, IS STAMPED
 NN0410'DUSTIN NO. 2 1940, AND PROJECTS 6 INCHES.
 NN0410'
 NN0410'AZIMUTH MARK IS 1.0 MILE EAST-NORTHEAST OF THE STATION, 0.2 MILE
 NN0410'NORTH OF THE EAST-WEST COUNTY ROAD ON WHICH THE STATION IS
 NN0410'LOCATED, 24 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH COUNTY
 NN0410'ROAD, IS IN THE SOUTHWEST CORNER OF AN OPEN HAY FIELD AT THE
 NN0410'NORTHWEST CORNER OF A SMALL PATCH OF TIMBER, 2-1/2 FEET NORTH
 NN0410'OF A TELEPHONE POLE AND DIRECTLY UNDER THE PHONE LINE, IS
 NN0410'STAMPED DUSTIN 1940, AND PROJECTS 4 INCHES.
 NN0410'
 NN0410'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0410'DESCRIBED.
 NN0410'
 NN0410'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0410
 NN0410                          STATION RECOVERY (1946)
 NN0410
 NN0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0410'18.8 MI N FROM STUART.
 NN0410'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0410'MAIN STREET, THENCE EASTERLY 2.0 MILES ALONG U.S. HIGHWAY NO.
 NN0410'20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD, THENCE EAST
 NN0410'0.7 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 NN0410'ON TOP OF THE HIGHEST GROUND IN THE VICINITY, 38.0 FEET NORTH
 NN0410'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 80.0 FEET
 NN0410'EAST-NORTHEAST OF THE EAST END OF A WIRE GATE, 7.0 FEET NORTH OF
 NN0410'A FENCE AND 6.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST.  A
 NN0410'BRONZE DISK STAMPED DUSTIN 1940 SET IN THE TOP OF A CONCRETE
 NN0410'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0411 ***********************************************************************
 NN0411  DESIGNATION -  DUSTIN RM 1
 NN0411  PID         -  NN0411
 NN0411  STATE/COUNTY-  NE/HOLT
 NN0411  COUNTRY     -  US
 NN0411  USGS QUAD   -  DUSTIN (2017)
 NN0411
 NN0411                         *CURRENT SURVEY CONTROL
 NN0411  ______________________________________________________________________
 NN0411* NAD 83(1986) POSITION- 42 48 44.00   (N) 099 05 45.05   (W)   HD_HELD1
 NN0411* NAVD 88 ORTHO HEIGHT -   600.735 (meters)     1970.91  (feet) ADJUSTED
 NN0411  ______________________________________________________________________
 NN0411  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 NN0411  DYNAMIC HEIGHT  -        600.515 (meters)     1970.19  (feet) COMP
 NN0411  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 NN0411
 NN0411  VERT ORDER      -  SECOND    CLASS 0
 NN0411
 NN0411.The horizontal coordinates were determined by differentially corrected
 NN0411.hand held GPS observations or other comparable positioning techniques
 NN0411.and have an estimated accuracy of +/- 3 meters.
 NN0411
 NN0411.The orthometric height was determined by differential leveling and
 NN0411.adjusted by the NATIONAL GEODETIC SURVEY
 NN0411.in June 1991.
 NN0411
 NN0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0411.GEOID18 height accuracy estimate available here.
 NN0411
 NN0411.Click photographs - Photos may exist for this station.
 NN0411
 NN0411.The dynamic height is computed by dividing the NAVD 88
 NN0411.geopotential number by the normal gravity value computed on the
 NN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0411.degrees latitude (g = 980.6199 gals.).
 NN0411
 NN0411.The modeled gravity was interpolated from observed gravity values.
 NN0411
 NN0411;                    North         East    Units  Estimated Accuracy
 NN0411;SPC NE       -   331,148.3     573,942.3     MT  (+/- 3 meters HH1 GPS) 
 NN0411
 NN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9216339967(NAD 83)
 NN0411
 NN0411                          SUPERSEDED SURVEY CONTROL
 NN0411
 NN0411  NGVD 29 (??/??/92)  600.492  (m)         1970.11   (f) ADJ UNCH    2 0
 NN0411
 NN0411.Superseded values are not recommended for survey control.
 NN0411
 NN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0411.See file dsdata.pdf to determine how the superseded data were derived.
 NN0411
 NN0411_MARKER: DB = BENCH MARK DISK
 NN0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0411_STAMPING: DUSTIN NO 1 1940
 NN0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0411+STABILITY: SURFACE MOTION
 NN0411
 NN0411  HISTORY     - Date     Condition        Report By
 NN0411  HISTORY     - 1940     MONUMENTED       CGS
 NN0411  HISTORY     - 1946     GOOD             CGS
 NN0411
 NN0411                          STATION DESCRIPTION
 NN0411
 NN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0411'18.8 MI N FROM STUART.
 NN0411'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0411'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0411'NO. 20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD, THENCE
 NN0411'EAST 0.7 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0411'MARK IS 32.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0411'LINE OF THE ROAD, ABOUT 22 YARDS EAST OF TRIANGULATION STATION
 NN0411'DUSTIN, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN
 NN0411'X 4 IN MARKER POST.  A BRONZE DISK STAMPED DUSTIN NO 1 1940 SET
 NN0411'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 NN0411'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0409 ***********************************************************************
 NN0409  DESIGNATION -  DUSTIN RM 2
 NN0409  PID         -  NN0409
 NN0409  STATE/COUNTY-  NE/HOLT
 NN0409  COUNTRY     -  US
 NN0409  USGS QUAD   -  DUSTIN (2017)
 NN0409
 NN0409                         *CURRENT SURVEY CONTROL
 NN0409  ______________________________________________________________________
 NN0409* NAD 83(1986) POSITION- 42 48 43.99   (N) 099 05 47.30   (W)   HD_HELD1
 NN0409* NAVD 88 ORTHO HEIGHT -   600.556 (meters)     1970.32  (feet) ADJUSTED
 NN0409  ______________________________________________________________________
 NN0409  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 NN0409  DYNAMIC HEIGHT  -        600.337 (meters)     1969.61  (feet) COMP
 NN0409  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 NN0409
 NN0409  VERT ORDER      -  SECOND    CLASS 0
 NN0409
 NN0409.The horizontal coordinates were determined by differentially corrected
 NN0409.hand held GPS observations or other comparable positioning techniques
 NN0409.and have an estimated accuracy of +/- 3 meters.
 NN0409
 NN0409.The orthometric height was determined by differential leveling and
 NN0409.adjusted by the NATIONAL GEODETIC SURVEY
 NN0409.in June 1991.
 NN0409
 NN0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0409.GEOID18 height accuracy estimate available here.
 NN0409
 NN0409.Click photographs - Photos may exist for this station.
 NN0409
 NN0409.The dynamic height is computed by dividing the NAVD 88
 NN0409.geopotential number by the normal gravity value computed on the
 NN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0409.degrees latitude (g = 980.6199 gals.).
 NN0409
 NN0409.The modeled gravity was interpolated from observed gravity values.
 NN0409
 NN0409;                    North         East    Units  Estimated Accuracy
 NN0409;SPC NE       -   331,147.5     573,891.2     MT  (+/- 3 meters HH1 GPS) 
 NN0409
 NN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9211239966(NAD 83)
 NN0409
 NN0409                          SUPERSEDED SURVEY CONTROL
 NN0409
 NN0409  NGVD 29 (??/??/92)  600.313  (m)         1969.53   (f) ADJ UNCH    2 0
 NN0409
 NN0409.Superseded values are not recommended for survey control.
 NN0409
 NN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0409.See file dsdata.pdf to determine how the superseded data were derived.
 NN0409
 NN0409_MARKER: DB = BENCH MARK DISK
 NN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0409_STAMPING: DUSTIN NO 2 1940
 NN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0409+STABILITY: SURFACE MOTION
 NN0409
 NN0409  HISTORY     - Date     Condition        Report By
 NN0409  HISTORY     - 1940     MONUMENTED       CGS
 NN0409  HISTORY     - 1946     GOOD             CGS
 NN0409
 NN0409                          STATION DESCRIPTION
 NN0409
 NN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0409'18.8 MI N FROM STUART.
 NN0409'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0409'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0409'NO. 20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD, THENCE
 NN0409'EAST 0.7 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0409'MARK IS 32.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0409'LINE OF THE ROAD, 4.0 FEET WEST OF THE WEST END OF A WIRE GATE,
 NN0409'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND 1.0 FOOT NORTH
 NN0409'OF A FENCE.  A BRONZE DISK STAMPED DUSTIN NO 2 1940 SET IN THE
 NN0409'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1873 ***********************************************************************
 MK1873  DESIGNATION -  DWIGHT MUNICIPAL TANK
 MK1873  PID         -  MK1873
 MK1873  STATE/COUNTY-  NE/BUTLER
 MK1873  COUNTRY     -  US
 MK1873  USGS QUAD   -  DWIGHT (2017)
 MK1873
 MK1873                         *CURRENT SURVEY CONTROL
 MK1873  ______________________________________________________________________
 MK1873* NAD 83(1995) POSITION- 41 04 55.43230(N) 097 01 11.68213(W)   ADJUSTED
 MK1873  ______________________________________________________________________
 MK1873  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 MK1873  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 MK1873  HORZ ORDER      -  THIRD
 MK1873
 MK1873.The horizontal coordinates were established by classical geodetic methods
 MK1873.and adjusted by the National Geodetic Survey in August 1997.
 MK1873
 MK1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1873.GEOID18 height accuracy estimate available here.
 MK1873
 MK1873.Click photographs - Photos may exist for this station.
 MK1873
 MK1873.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1873
 MK1873. The following values were computed from the NAD 83(1995) position.
 MK1873
 MK1873;                    North         East     Units Scale Factor Converg.
 MK1873;SPC NE       -   142,955.746   750,290.784   MT  0.99968578   +1 58 29.6
 MK1873;SPC NE       -   469,013.98  2,461,579.01   sFT  0.99968578   +1 58 29.6
 MK1873;UTM  14      - 4,549,756.118   666,326.319   MT  0.99994049   +1 18 05.4
 MK1873
 MK1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6632649756(NAD 83)
 MK1873
 MK1873                          SUPERSEDED SURVEY CONTROL
 MK1873
 MK1873  NAD 83(1986)-  41 04 55.44281(N)    097 01 11.68303(W) AD(       ) 3
 MK1873  NAD 27      -  41 04 55.39475(N)    097 01 10.55851(W) AD(       ) 3
 MK1873
 MK1873.Superseded values are not recommended for survey control.
 MK1873
 MK1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1873.See file dsdata.pdf to determine how the superseded data were derived.
 MK1873
 MK1873_MARKER: 53 = ELEVATED TANK
 MK1873
 MK1873  HISTORY     - Date     Condition        Report By
 MK1873  HISTORY     - 1967     FIRST OBSERVED   USGS
 MK1873
 MK1873                          STATION DESCRIPTION
 MK1873
 MK1873'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK1873'TANK IS LOCATED IN DWIGHT, ABOUT 150 FEET IN HEIGHT AND PAINTED
 MK1873'SILVER WITH NAME DWIGHT PAINTED IN BLACK ON WEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0244 ***********************************************************************
 LH0244  DESIGNATION -  E
 LH0244  PID         -  LH0244
 LH0244  STATE/COUNTY-  NE/WEBSTER
 LH0244  COUNTRY     -  US
 LH0244  USGS QUAD   -  AMBOY (2017)
 LH0244
 LH0244                         *CURRENT SURVEY CONTROL
 LH0244  ______________________________________________________________________
 LH0244* NAD 83(1986) POSITION- 40 05 22.     (N) 098 26 12.     (W)   SCALED
 LH0244* NAVD 88 ORTHO HEIGHT -   515.470 (meters)     1691.17  (feet) ADJUSTED
 LH0244  ______________________________________________________________________
 LH0244  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 LH0244  DYNAMIC HEIGHT  -        515.160 (meters)     1690.15  (feet) COMP
 LH0244  MODELED GRAVITY -    980,008.3   (mgal)                       NAVD 88
 LH0244
 LH0244  VERT ORDER      -  FIRST     CLASS II
 LH0244
 LH0244.The horizontal coordinates were scaled from a map and have
 LH0244.an estimated accuracy of +/- 6 seconds.
 LH0244
 LH0244.The orthometric height was determined by differential leveling and
 LH0244.adjusted by the NATIONAL GEODETIC SURVEY
 LH0244.in June 1991.
 LH0244
 LH0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0244.GEOID18 height accuracy estimate available here.
 LH0244
 LH0244.Click photographs - Photos may exist for this station.
 LH0244
 LH0244.The dynamic height is computed by dividing the NAVD 88
 LH0244.geopotential number by the normal gravity value computed on the
 LH0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0244.degrees latitude (g = 980.6199 gals.).
 LH0244
 LH0244.The modeled gravity was interpolated from observed gravity values.
 LH0244
 LH0244;                    North         East    Units  Estimated Accuracy
 LH0244;SPC NE       -    29,640.      633,310.      MT  (+/- 180 meters Scaled)
 LH0244
 LH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK480378(NAD 83)
 LH0244
 LH0244                          SUPERSEDED SURVEY CONTROL
 LH0244
 LH0244  NGVD 29 (??/??/92)  515.260  (m)         1690.48   (f) ADJ UNCH    1 2
 LH0244
 LH0244.Superseded values are not recommended for survey control.
 LH0244
 LH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0244.See file dsdata.pdf to determine how the superseded data were derived.
 LH0244
 LH0244_MARKER: Q = CHISELED SQUARE
 LH0244_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0244
 LH0244  HISTORY     - Date     Condition        Report By
 LH0244  HISTORY     - 1899     MONUMENTED       CGS
 LH0244  HISTORY     - 1947     GOOD             CGS
 LH0244
 LH0244                          STATION DESCRIPTION
 LH0244
 LH0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0244'5.8 MI S FROM COWLES.
 LH0244'5.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0244'FROM THE STATION AT COWLES, WEBSTER COUNTY, 1/4 MILE NORTH
 LH0244'OF LESTER JUNCTION, AT AMBOY, 4 RAILS NORTH OF THE CROSSING
 LH0244'OF STATE HIGHWAY 5, AT THE AMBOY MILLING AND ELEVATOR CO. PROPERTY,
 LH0244'15 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH
 LH0244'THREE LARGE COTTONWOOD TREES.  THE BOTTOM OF A SQUARE HOLE,
 LH0244'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A LIMESTONE
 LH0244'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0149 ***********************************************************************
 MN0149  DESIGNATION -  E 10
 MN0149  PID         -  MN0149
 MN0149  STATE/COUNTY-  NE/MORRILL
 MN0149  COUNTRY     -  US
 MN0149  USGS QUAD   -  BRIDGEPORT (2017)
 MN0149
 MN0149                         *CURRENT SURVEY CONTROL
 MN0149  ______________________________________________________________________
 MN0149* NAD 83(1986) POSITION- 41 44 36.     (N) 103 07 19.     (W)   SCALED
 MN0149* NAVD 88 ORTHO HEIGHT -  1177.950 (meters)     3864.66  (feet) POSTED
 MN0149  ______________________________________________________________________
 MN0149  GEOID HEIGHT    -        -19.395 (meters)                     GEOID18
 MN0149  DYNAMIC HEIGHT  -       1177.21  (meters)     3862.2   (feet) COMP
 MN0149  MODELED GRAVITY -    979,950.0   (mgal)                       NAVD 88
 MN0149
 MN0149  VERT ORDER      -  * POSTED, SEE BELOW
 MN0149
 MN0149.The horizontal coordinates were scaled from a map and have
 MN0149.an estimated accuracy of +/- 6 seconds.
 MN0149
 MN0149.The orthometric height was determined by differential leveling
 MN0149.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0149
 MN0149.* This is a POSTED BENCH MARK height.
 MN0149
 MN0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0149.GEOID18 height accuracy estimate available here.
 MN0149
 MN0149.Click photographs - Photos may exist for this station.
 MN0149
 MN0149.The dynamic height is computed by dividing the NAVD 88
 MN0149.geopotential number by the normal gravity value computed on the
 MN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0149.degrees latitude (g = 980.6199 gals.).
 MN0149
 MN0149.The modeled gravity was interpolated from observed gravity values.
 MN0149
 MN0149;                    North         East    Units  Estimated Accuracy
 MN0149;SPC NE       -   216,750.      240,450.      MT  (+/- 180 meters Scaled)
 MN0149
 MN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG561229(NAD 83)
 MN0149
 MN0149                          SUPERSEDED SURVEY CONTROL
 MN0149
 MN0149  NGVD 29 (??/??/92) 1177.363  (m)         3862.73   (f) ADJ UNCH    1 2
 MN0149
 MN0149.Superseded values are not recommended for survey control.
 MN0149
 MN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0149.See file dsdata.pdf to determine how the superseded data were derived.
 MN0149
 MN0149_MARKER: DB = BENCH MARK DISK
 MN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0149_STAMPING: E 10 1933 3862.833
 MN0149_MARK LOGO: CGS
 MN0149_PROJECTION: RECESSED 61 CENTIMETERS
 MN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0149+STABILITY: SURFACE MOTION
 MN0149
 MN0149  HISTORY     - Date     Condition        Report By
 MN0149  HISTORY     - 1933     MONUMENTED       CGS
 MN0149  HISTORY     - 1956     GOOD             CGS
 MN0149  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0149
 MN0149                          STATION DESCRIPTION
 MN0149
 MN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0149'6.1 MI N FROM BRIDGEPORT.
 MN0149'6.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0149'FROM THE STATION AT BRIDGEPORT, 20 POLES SOUTHEAST OF MILEPOST
 MN0149'30, AT A PRIVATE ROAD CROSSING, ON THE EXTENDED CENTER LINE
 MN0149'OF A ROAD LEADING WEST, 28 FEET NORTH OF THE CENTER OF THE
 MN0149'PRIVATE ROAD CROSSING, 19 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MN0149'34 FEET WEST OF THE NORTHWEST END OF A STEEL GATE, 1 FOOT
 MN0149'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MN0149'WHICH IS 2.0 FEET BELOW THE TOP OF THE GROUND, IN SECTION 33,
 MN0149'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0149
 MN0149                          STATION RECOVERY (1985)
 MN0149
 MN0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0149'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0343 ***********************************************************************
 NP0343  DESIGNATION -  E 11
 NP0343  PID         -  NP0343
 NP0343  STATE/COUNTY-  NE/BOX BUTTE
 NP0343  COUNTRY     -  US
 NP0343  USGS QUAD   -  HEMINGFORD (2017)
 NP0343
 NP0343                         *CURRENT SURVEY CONTROL
 NP0343  ______________________________________________________________________
 NP0343* NAD 83(1986) POSITION- 42 19 29.     (N) 103 04 28.     (W)   SCALED
 NP0343* NAVD 88 ORTHO HEIGHT -  1298.701 (meters)     4260.82  (feet) ADJUSTED
 NP0343  ______________________________________________________________________
 NP0343  GEOID HEIGHT    -        -18.264 (meters)                     GEOID18
 NP0343  DYNAMIC HEIGHT  -       1297.942 (meters)     4258.33  (feet) COMP
 NP0343  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 NP0343
 NP0343  VERT ORDER      -  FIRST     CLASS II
 NP0343
 NP0343.The horizontal coordinates were scaled from a map and have
 NP0343.an estimated accuracy of +/- 6 seconds.
 NP0343
 NP0343.The orthometric height was determined by differential leveling and
 NP0343.adjusted by the NATIONAL GEODETIC SURVEY
 NP0343.in June 1991.
 NP0343
 NP0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0343.GEOID18 height accuracy estimate available here.
 NP0343
 NP0343.Click photographs - Photos may exist for this station.
 NP0343
 NP0343.The dynamic height is computed by dividing the NAVD 88
 NP0343.geopotential number by the normal gravity value computed on the
 NP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0343.degrees latitude (g = 980.6199 gals.).
 NP0343
 NP0343.The modeled gravity was interpolated from observed gravity values.
 NP0343
 NP0343;                    North         East    Units  Estimated Accuracy
 NP0343;SPC NE       -   281,120.      246,690.      MT  (+/- 180 meters Scaled)
 NP0343
 NP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG586876(NAD 83)
 NP0343
 NP0343                          SUPERSEDED SURVEY CONTROL
 NP0343
 NP0343  NGVD 29 (??/??/92) 1298.071  (m)         4258.75   (f) ADJ UNCH    1 2
 NP0343
 NP0343.Superseded values are not recommended for survey control.
 NP0343
 NP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0343.See file dsdata.pdf to determine how the superseded data were derived.
 NP0343
 NP0343_MARKER: DB = BENCH MARK DISK
 NP0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0343_STAMPING: E 11 1933 4258.394
 NP0343_MARK LOGO: CGS
 NP0343_PROJECTION: RECESSED 3 CENTIMETERS
 NP0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0343+STABILITY: SURFACE MOTION
 NP0343
 NP0343  HISTORY     - Date     Condition        Report By
 NP0343  HISTORY     - 1933     MONUMENTED       CGS
 NP0343  HISTORY     - 1956     GOOD             CGS
 NP0343  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0343
 NP0343                          STATION DESCRIPTION
 NP0343
 NP0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0343'AT HEMINGFORD.
 NP0343'AT HEMINGFORD, 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NP0343'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 18.1 FEET
 NP0343'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 25.5 FEET
 NP0343'NORTHWEST OF A SWITCH STAND, 2 FEET SOUTHWEST OF A WITNESS
 NP0343'POST, IN THE SOUTHEAST CORNER OF A SMALL PARK, SET IN THE TOP
 NP0343'OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE
 NP0343'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 27 NORTH,
 NP0343'RANGE 49 WEST.
 NP0343
 NP0343                          STATION RECOVERY (1985)
 NP0343
 NP0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0343'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0700 ***********************************************************************
 ML0700  DESIGNATION -  E 116
 ML0700  PID         -  ML0700
 ML0700  STATE/COUNTY-  NE/CUSTER
 ML0700  COUNTRY     -  US
 ML0700  USGS QUAD   -  ANSLEY (2017)
 ML0700
 ML0700                         *CURRENT SURVEY CONTROL
 ML0700  ______________________________________________________________________
 ML0700* NAD 83(1986) POSITION- 41 20 04.     (N) 099 28 19.     (W)   SCALED
 ML0700* NAVD 88 ORTHO HEIGHT -   723.076 (meters)     2372.29  (feet) ADJUSTED
 ML0700  ______________________________________________________________________
 ML0700  GEOID HEIGHT    -        -23.065 (meters)                     GEOID18
 ML0700  DYNAMIC HEIGHT  -        722.697 (meters)     2371.05  (feet) COMP
 ML0700  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 ML0700
 ML0700  VERT ORDER      -  SECOND    CLASS 0
 ML0700
 ML0700.The horizontal coordinates were scaled from a map and have
 ML0700.an estimated accuracy of +/- 6 seconds.
 ML0700
 ML0700.The orthometric height was determined by differential leveling and
 ML0700.adjusted by the NATIONAL GEODETIC SURVEY
 ML0700.in June 1991.
 ML0700
 ML0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0700.GEOID18 height accuracy estimate available here.
 ML0700
 ML0700.Click photographs - Photos may exist for this station.
 ML0700
 ML0700.The dynamic height is computed by dividing the NAVD 88
 ML0700.geopotential number by the normal gravity value computed on the
 ML0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0700.degrees latitude (g = 980.6199 gals.).
 ML0700
 ML0700.The modeled gravity was interpolated from observed gravity values.
 ML0700
 ML0700;                    North         East    Units  Estimated Accuracy
 ML0700;SPC NE       -   166,800.      544,190.      MT  (+/- 180 meters Scaled)
 ML0700
 ML0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML605759(NAD 83)
 ML0700
 ML0700                          SUPERSEDED SURVEY CONTROL
 ML0700
 ML0700  NGVD 29 (??/??/92)  722.833  (m)         2371.49   (f) ADJ UNCH    2 0
 ML0700
 ML0700.Superseded values are not recommended for survey control.
 ML0700
 ML0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0700.See file dsdata.pdf to determine how the superseded data were derived.
 ML0700
 ML0700_MARKER: DB = BENCH MARK DISK
 ML0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0700_STAMPING: E 166 1934
 ML0700_MARK LOGO: CGS
 ML0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0700+STABILITY: SURFACE MOTION
 ML0700
 ML0700  HISTORY     - Date     Condition        Report By
 ML0700  HISTORY     - 1934     MONUMENTED       CGS
 ML0700  HISTORY     - 1949     MARK NOT FOUND   CGS
 ML0700
 ML0700                          STATION DESCRIPTION
 ML0700
 ML0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0700'1.9 MI SE FROM BERWYN.
 ML0700'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0700'RAILROAD FROM THE STATION AT BERWYN, CUSTER COUNTY, 7 POLES
 ML0700'EAST OF MILEPOST 166, 70 FEET WEST OF A WHISTLE POST, 43 FEET
 ML0700'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 2, 43 FEET NORTH
 ML0700'OF THE NORTH RAIL OF THE MAIN TRACK, AND 20 FEET WEST OF A
 ML0700'POLE.  A STANDARD DISK, STAMPED E 166 1934 AND SET IN THE TOP
 ML0700'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0362 ***********************************************************************
 ML0362  DESIGNATION -  E 117
 ML0362  PID         -  ML0362
 ML0362  STATE/COUNTY-  NE/HOWARD
 ML0362  COUNTRY     -  US
 ML0362  USGS QUAD   -  FARWELL (2017)
 ML0362
 ML0362                         *CURRENT SURVEY CONTROL
 ML0362  ______________________________________________________________________
 ML0362* NAD 83(1986) POSITION- 41 13 04.     (N) 098 37 40.     (W)   SCALED
 ML0362* NAVD 88 ORTHO HEIGHT -   594.324 (meters)     1949.88  (feet) ADJUSTED
 ML0362  ______________________________________________________________________
 ML0362  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 ML0362  DYNAMIC HEIGHT  -        594.024 (meters)     1948.89  (feet) COMP
 ML0362  MODELED GRAVITY -    980,099.7   (mgal)                       NAVD 88
 ML0362
 ML0362  VERT ORDER      -  SECOND    CLASS 0
 ML0362
 ML0362.The horizontal coordinates were scaled from a map and have
 ML0362.an estimated accuracy of +/- 6 seconds.
 ML0362
 ML0362.The orthometric height was determined by differential leveling and
 ML0362.adjusted by the NATIONAL GEODETIC SURVEY
 ML0362.in June 1991.
 ML0362
 ML0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0362.GEOID18 height accuracy estimate available here.
 ML0362
 ML0362.Click photographs - Photos may exist for this station.
 ML0362
 ML0362.The dynamic height is computed by dividing the NAVD 88
 ML0362.geopotential number by the normal gravity value computed on the
 ML0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0362.degrees latitude (g = 980.6199 gals.).
 ML0362
 ML0362.The modeled gravity was interpolated from observed gravity values.
 ML0362
 ML0362;                    North         East    Units  Estimated Accuracy
 ML0362;SPC NE       -   154,620.      615,030.      MT  (+/- 180 meters Scaled)
 ML0362
 ML0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL312629(NAD 83)
 ML0362
 ML0362                          SUPERSEDED SURVEY CONTROL
 ML0362
 ML0362  NGVD 29 (??/??/92)  594.070  (m)         1949.04   (f) ADJ UNCH    2 0
 ML0362
 ML0362.Superseded values are not recommended for survey control.
 ML0362
 ML0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0362.See file dsdata.pdf to determine how the superseded data were derived.
 ML0362
 ML0362_MARKER: DB = BENCH MARK DISK
 ML0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0362_STAMPING: E 117 1935
 ML0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0362+STABILITY: SURFACE MOTION
 ML0362
 ML0362  HISTORY     - Date     Condition        Report By
 ML0362  HISTORY     - 1935     MONUMENTED       CGS
 ML0362  HISTORY     - 1950     GOOD             CGS
 ML0362
 ML0362                          STATION DESCRIPTION
 ML0362
 ML0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0362'AT FARWELL.
 ML0362'AT FARWELL, HOWARD COUNTY, 130 FEET NORTHEAST OF THE NORTHEAST
 ML0362'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 ML0362'AT A ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF THE ROAD,
 ML0362'AND 16 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 ML0362'DISK, STAMPED E 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0171 ***********************************************************************
 ML0171  CBN         -  This is a Cooperative Base Network Control Station.
 ML0171  DESIGNATION -  E 118
 ML0171  PID         -  ML0171
 ML0171  STATE/COUNTY-  NE/GREELEY
 ML0171  COUNTRY     -  US
 ML0171  USGS QUAD   -  WOLBACH (2017)
 ML0171
 ML0171                         *CURRENT SURVEY CONTROL
 ML0171  ______________________________________________________________________
 ML0171* NAD 83(2011) POSITION- 41 27 29.32296(N) 098 25 46.55870(W)   ADJUSTED
 ML0171* NAD 83(2011) ELLIP HT-   569.273 (meters)        (06/27/12)   ADJUSTED
 ML0171* NAD 83(2011) EPOCH   -  2010.00
 ML0171* NAVD 88 ORTHO HEIGHT -   593.741 (meters)     1947.97  (feet) ADJUSTED
 ML0171  ______________________________________________________________________
 ML0171  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 ML0171  NAD 83(2011) X  -   -701,816.750 (meters)                     COMP
 ML0171  NAD 83(2011) Y  - -4,735,763.171 (meters)                     COMP
 ML0171  NAD 83(2011) Z  -  4,201,066.498 (meters)                     COMP
 ML0171  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 ML0171  DYNAMIC HEIGHT  -        593.457 (meters)     1947.03  (feet) COMP
 ML0171  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 ML0171
 ML0171  VERT ORDER      -  SECOND    CLASS 0
 ML0171
 ML0171  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0171  Standards:
 ML0171         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0171            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0171  -------------------------------------------------------------------
 ML0171  NETWORK    0.46   1.22           0.22   0.14   0.62     -0.02463470
 ML0171  -------------------------------------------------------------------
 ML0171  Click here for local accuracies and other accuracy information.
 ML0171
 ML0171.The horizontal coordinates were established by GPS observations
 ML0171.and adjusted by the National Geodetic Survey in June 2012.
 ML0171
 ML0171.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0171.been affixed to the stable North American tectonic plate. See 
 ML0171.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0171
 ML0171.The horizontal coordinates are valid at the epoch date displayed above
 ML0171.which is a decimal equivalence of Year/Month/Day.
 ML0171
 ML0171.The orthometric height was determined by differential leveling and
 ML0171.adjusted by the NATIONAL GEODETIC SURVEY
 ML0171.in June 1991.
 ML0171
 ML0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0171.GEOID18 height accuracy estimate available here.
 ML0171
 ML0171.Click photographs - Photos may exist for this station.
 ML0171
 ML0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0171
 ML0171.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0171
 ML0171.The ellipsoidal height was determined by GPS observations
 ML0171.and is referenced to NAD 83.
 ML0171
 ML0171.The dynamic height is computed by dividing the NAVD 88
 ML0171.geopotential number by the normal gravity value computed on the
 ML0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0171.degrees latitude (g = 980.6199 gals.).
 ML0171
 ML0171.The modeled gravity was interpolated from observed gravity values.
 ML0171
 ML0171. The following values were computed from the NAD 83(2011) position.
 ML0171
 ML0171;                    North         East     Units Scale Factor Converg.
 ML0171;SPC NE       -   181,586.279   631,154.841   MT  0.99965894   +1 02 26.5
 ML0171;SPC NE       -   595,754.32  2,070,713.84   sFT  0.99965894   +1 02 26.5
 ML0171;UTM  14      - 4,589,774.560   547,637.933   MT  0.99962793   +0 22 39.6
 ML0171
 ML0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0171!SPC NE       -   0.99991072  x   0.99965894  =   0.99956969
 ML0171!UTM  14      -   0.99991072  x   0.99962793  =   0.99953868
 ML0171
 ML0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4763789774(NAD 83)
 ML0171
 ML0171                          SUPERSEDED SURVEY CONTROL
 ML0171
 ML0171  NAD 83(2007)-  41 27 29.32291(N)    098 25 46.55938(W) AD(2002.00) 0
 ML0171  ELLIP H (02/10/07)  569.299  (m)                       GP(2002.00)    
 ML0171  ELLIP H (07/10/01)  569.261  (m)                       GP(       ) 4 1
 ML0171  NAD 83(1995)-  41 27 29.32276(N)    098 25 46.55896(W) AD(       ) B
 ML0171  ELLIP H (06/25/96)  569.322  (m)                       GP(       ) 1 1
 ML0171  NAVD 88             593.74   (m)         1948.0    (f) LEVELING    3  
 ML0171  NGVD 29 (??/??/92)  593.505  (m)         1947.19   (f) ADJ UNCH    2 0
 ML0171
 ML0171.Superseded values are not recommended for survey control.
 ML0171
 ML0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0171.See file dsdata.pdf to determine how the superseded data were derived.
 ML0171
 ML0171_MARKER: DB = BENCH MARK DISK
 ML0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0171_STAMPING: E 118 1935
 ML0171_MARK LOGO: CGS
 ML0171_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0171+STABILITY: SURFACE MOTION
 ML0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0171+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0171
 ML0171  HISTORY     - Date     Condition        Report By
 ML0171  HISTORY     - 1935     MONUMENTED       CGS
 ML0171  HISTORY     - 19950607 GOOD             NGS
 ML0171  HISTORY     - 20000605 GOOD             NEDR
 ML0171  HISTORY     - 20100601 GOOD             NEGS
 ML0171
 ML0171                          STATION DESCRIPTION
 ML0171
 ML0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0171'17.5 MI N FROM ST PAUL.
 ML0171'ALONG U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, BETWEEN
 ML0171'TWO HILLS, AND ABOUT MIDWAY BETWEEN TWO CULVERTS, 225 FEET SOUTH
 ML0171'OF THE SOUTH END OF THE NORTH CONCRETE CULVERT, 204 FEET NORTH
 ML0171'OF THE NORTH END OF THE SOUTH CULVERT, 36 FEET WEST OF THE CENTER
 ML0171'LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE RIGHT OF WAY FENCE.
 ML0171
 ML0171                          STATION RECOVERY (1995)
 ML0171
 ML0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0171'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF GREELEY, 4.5
 ML0171'MI (7.2 KM) NORTHWEST OF WOLBACH, 5.5 MI (8.9 KM) SOUTH OF STATE
 ML0171'HIGHWAY 56, ON THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN
 ML0171'THE SE1/4, SEC11, T17N, R10W.  TO REACH THE MARK FROM THE JUNCTION OF
 ML0171'U.S. HIGHWAY 281 AND STATE HIGHWAY 22, ABOUT 2.5 MI (4.0 KM) WEST OF
 ML0171'WOLBACH, GO EAST ON HIGHWAY 22 FOR 0.7 MI (1.1 KM) TO A GRAVELED SIDE
 ML0171'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 ML0171'4.45 MI (7.16 KM) TO THE MARK ON THE LEFT, JUST EAST OF A SMALL,
 ML0171'NARROW POND AND ABOUT 125 FT (38.1 M) NORTHEAST OF THE CENTER OF THE
 ML0171'DAM.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ML0171'IS FLUSH WITH THE GROUND.  IT IS 207.0 FT (63.1 M) SOUTH OF A
 ML0171'HALF-SECTION FENCE LINE LEADING WEST, 92.6 FT (28.2 M) WEST-NORTHWEST
 ML0171'OF THE NORTH GATEPOST OF A GATE ON THE EAST SIDE OF THE ROAD, 63.2 FT
 ML0171'(19.3 M) NORTH OF A UTILITY POLE, 32.5 FT (9.9 M) WEST OF THE
 ML0171'CENTERLINE OF THE ROAD, 1.9 FT (0.6 M) EAST OF THE WEST RIGHT-OF-WAY
 ML0171'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST AND ABOUT 2.5 FT (0.8 M)
 ML0171'LOWER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE
 ML0171'MARK.
 ML0171
 ML0171                          STATION RECOVERY (2000)
 ML0171
 ML0171'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML0171'RECOVERED AS DESCRIBED.
 ML0171
 ML0171                          STATION RECOVERY (2010)
 ML0171
 ML0171'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1100 ***********************************************************************
 LF1100  DESIGNATION -  E 12
 LF1100  PID         -  LF1100
 LF1100  STATE/COUNTY-  NE/OTOE
 LF1100  COUNTRY     -  US
 LF1100  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1100
 LF1100                         *CURRENT SURVEY CONTROL
 LF1100  ______________________________________________________________________
 LF1100* NAD 83(1986) POSITION- 40 39 00.     (N) 095 58 23.     (W)   SCALED
 LF1100* NAVD 88 ORTHO HEIGHT -   331.042 (meters)     1086.09  (feet) ADJUSTED
 LF1100  ______________________________________________________________________
 LF1100  GEOID HEIGHT    -        -28.740 (meters)                     GEOID18
 LF1100  DYNAMIC HEIGHT  -        330.866 (meters)     1085.52  (feet) COMP
 LF1100  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LF1100
 LF1100  VERT ORDER      -  FIRST     CLASS II
 LF1100
 LF1100.The horizontal coordinates were scaled from a map and have
 LF1100.an estimated accuracy of +/- 6 seconds.
 LF1100
 LF1100.The orthometric height was determined by differential leveling and
 LF1100.adjusted by the NATIONAL GEODETIC SURVEY
 LF1100.in June 1991.
 LF1100
 LF1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1100.GEOID18 height accuracy estimate available here.
 LF1100
 LF1100.Click photographs - Photos may exist for this station.
 LF1100
 LF1100.The dynamic height is computed by dividing the NAVD 88
 LF1100.geopotential number by the normal gravity value computed on the
 LF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1100.degrees latitude (g = 980.6199 gals.).
 LF1100
 LF1100.The modeled gravity was interpolated from observed gravity values.
 LF1100
 LF1100;                    North         East    Units  Estimated Accuracy
 LF1100;SPC NE       -    98,600.      840,390.      MT  (+/- 180 meters Scaled)
 LF1100
 LF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF486041(NAD 83)
 LF1100
 LF1100                          SUPERSEDED SURVEY CONTROL
 LF1100
 LF1100  NGVD 29 (??/??/92)  330.920  (m)         1085.69   (f) ADJ UNCH    1 2
 LF1100
 LF1100.Superseded values are not recommended for survey control.
 LF1100
 LF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1100.See file dsdata.pdf to determine how the superseded data were derived.
 LF1100
 LF1100_MARKER: DB = BENCH MARK DISK
 LF1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1100_STAMPING: 1085.195 E 12 1933
 LF1100_MARK LOGO: CGS
 LF1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1100+STABILITY: SURFACE MOTION
 LF1100
 LF1100  HISTORY     - Date     Condition        Report By
 LF1100  HISTORY     - 1933     MONUMENTED       CGS
 LF1100  HISTORY     - 1947     GOOD             CGS
 LF1100  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LF1100
 LF1100                          STATION DESCRIPTION
 LF1100
 LF1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1100'3.2 MI SE FROM DUNBAR.
 LF1100'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF1100'RAILROAD FROM THE STATION AT DUNBAR, OTOE COUNTY, 0.3 MILE EAST
 LF1100'OF MILEPOST 13, AT A ROAD CROSSING, 46 FEET WEST OF THE CENTERLINE
 LF1100'OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND AT
 LF1100'A FENCE.  A STANDARD DISK, STAMPED 1085.195 E 12 1933 AND SET IN
 LF1100'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LF1100
 LF1100                          STATION RECOVERY (1991)
 LF1100
 LF1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1100'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0140 ***********************************************************************
 MM0140  DESIGNATION -  E 120
 MM0140  PID         -  MM0140
 MM0140  STATE/COUNTY-  NE/LOGAN
 MM0140  COUNTRY     -  US
 MM0140  USGS QUAD   -  STAPLETON (2017)
 MM0140
 MM0140                         *CURRENT SURVEY CONTROL
 MM0140  ______________________________________________________________________
 MM0140* NAD 83(1986) POSITION- 41 29 05.14   (N) 100 30 44.92   (W)   HD_HELD1
 MM0140* NAVD 88 ORTHO HEIGHT -   881.133 (meters)     2890.85  (feet) ADJUSTED
 MM0140  ______________________________________________________________________
 MM0140  GEOID HEIGHT    -        -21.864 (meters)                     GEOID18
 MM0140  DYNAMIC HEIGHT  -        880.646 (meters)     2889.25  (feet) COMP
 MM0140  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 MM0140
 MM0140  VERT ORDER      -  SECOND    CLASS 0
 MM0140
 MM0140.The horizontal coordinates were determined by differentially corrected
 MM0140.hand held GPS observations or other comparable positioning techniques
 MM0140.and have an estimated accuracy of +/- 3 meters.
 MM0140
 MM0140.The orthometric height was determined by differential leveling and
 MM0140.adjusted by the NATIONAL GEODETIC SURVEY
 MM0140.in June 1991.
 MM0140
 MM0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0140.GEOID18 height accuracy estimate available here.
 MM0140
 MM0140.Click photographs - Photos may exist for this station.
 MM0140
 MM0140.The dynamic height is computed by dividing the NAVD 88
 MM0140.geopotential number by the normal gravity value computed on the
 MM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0140.degrees latitude (g = 980.6199 gals.).
 MM0140
 MM0140.The modeled gravity was interpolated from observed gravity values.
 MM0140
 MM0140;                    North         East    Units  Estimated Accuracy
 MM0140;SPC NE       -   183,477.0     457,214.9     MT  (+/- 3 meters HH1 GPS) 
 MM0140
 MM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7373393676(NAD 83)
 MM0140
 MM0140                          SUPERSEDED SURVEY CONTROL
 MM0140
 MM0140  NGVD 29 (??/??/92)  880.830  (m)         2889.86   (f) ADJ UNCH    2 0
 MM0140
 MM0140.Superseded values are not recommended for survey control.
 MM0140
 MM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0140.See file dsdata.pdf to determine how the superseded data were derived.
 MM0140
 MM0140_MARKER: DB = BENCH MARK DISK
 MM0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0140_STAMPING: E 120 1934
 MM0140_MARK LOGO: CGS
 MM0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0140+STABILITY: SURFACE MOTION
 MM0140
 MM0140  HISTORY     - Date     Condition        Report By
 MM0140  HISTORY     - 1934     MONUMENTED       CGS
 MM0140  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0140
 MM0140                          STATION DESCRIPTION
 MM0140
 MM0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0140'AT STAPLETON.
 MM0140'AT STAPLETON, LOGAN COUNTY, ABOUT 185 FEET SOUTHEAST OF THE
 MM0140'SOUTHEAST CORNER OF THE UNION PACIFIC RAILROAD STATION, AT A
 MM0140'ROAD CROSSING, ABOUT 60 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MM0140'TRACK, AND 40.7 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 MM0140'STANDARD DISK, STAMPED E 120 1934 AND SET IN THE TOP OF A CONCRETE
 MM0140'POST.
 MM0140
 MM0140                          STATION RECOVERY (1972)
 MM0140
 MM0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0547 ***********************************************************************
 ML0547  DESIGNATION -  E 121
 ML0547  PID         -  ML0547
 ML0547  STATE/COUNTY-  NE/WHEELER
 ML0547  COUNTRY     -  US
 ML0547  USGS QUAD   -  BARTLETT (2017)
 ML0547
 ML0547                         *CURRENT SURVEY CONTROL
 ML0547  ______________________________________________________________________
 ML0547* NAD 83(1986) POSITION- 41 53 03.     (N) 098 33 14.     (W)   SCALED
 ML0547* NAVD 88 ORTHO HEIGHT -   664.463 (meters)     2179.99  (feet) ADJUSTED
 ML0547  ______________________________________________________________________
 ML0547  GEOID HEIGHT    -        -24.136 (meters)                     GEOID18
 ML0547  DYNAMIC HEIGHT  -        664.164 (meters)     2179.01  (feet) COMP
 ML0547  MODELED GRAVITY -    980,151.5   (mgal)                       NAVD 88
 ML0547
 ML0547  VERT ORDER      -  SECOND    CLASS 0
 ML0547
 ML0547.The horizontal coordinates were scaled from a map and have
 ML0547.an estimated accuracy of +/- 6 seconds.
 ML0547
 ML0547.The orthometric height was determined by differential leveling and
 ML0547.adjusted by the NATIONAL GEODETIC SURVEY
 ML0547.in June 1991.
 ML0547
 ML0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0547.GEOID18 height accuracy estimate available here.
 ML0547
 ML0547.Click photographs - Photos may exist for this station.
 ML0547
 ML0547.The dynamic height is computed by dividing the NAVD 88
 ML0547.geopotential number by the normal gravity value computed on the
 ML0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0547.degrees latitude (g = 980.6199 gals.).
 ML0547
 ML0547.The modeled gravity was interpolated from observed gravity values.
 ML0547
 ML0547;                    North         East    Units  Estimated Accuracy
 ML0547;SPC NE       -   228,700.      619,980.      MT  (+/- 180 meters Scaled)
 ML0547
 ML0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM370370(NAD 83)
 ML0547
 ML0547                          SUPERSEDED SURVEY CONTROL
 ML0547
 ML0547  NGVD 29 (??/??/92)  664.235  (m)         2179.24   (f) ADJ UNCH    2 0
 ML0547
 ML0547.Superseded values are not recommended for survey control.
 ML0547
 ML0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0547.See file dsdata.pdf to determine how the superseded data were derived.
 ML0547
 ML0547_MARKER: DB = BENCH MARK DISK
 ML0547_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0547_STAMPING: E 121 1935
 ML0547_MARK LOGO: CGS
 ML0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0547
 ML0547  HISTORY     - Date     Condition        Report By
 ML0547  HISTORY     - 1935     MONUMENTED       CGS
 ML0547  HISTORY     - 1938     GOOD             CGS
 ML0547  HISTORY     - 1945     GOOD             CGS
 ML0547
 ML0547                          STATION DESCRIPTION
 ML0547
 ML0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0547'IN BARTLETT.
 ML0547'IN THE TOWN OF BARTLETT, AT THE WHEELER CO. COURT HOUSE, IN THE
 ML0547'COURT HOUSE YARD, 104.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ML0547'THE COURT HOUSE, 86.5 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 ML0547'STREET, 54.3 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET, 3.0
 ML0547'FEET ABOVE THE LEVEL OF THE STREETS.  A STANDARD DISK SET HORIZONTAL
 ML0547'IN A PRECAST CONCRETE POST.
 ML0547
 ML0547                          STATION RECOVERY (1945)
 ML0547
 ML0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 ML0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0233 ***********************************************************************
 NN0233  DESIGNATION -  E 123
 NN0233  PID         -  NN0233
 NN0233  STATE/COUNTY-  NE/HOLT
 NN0233  COUNTRY     -  US
 NN0233  USGS QUAD   -  O'NEILL (2017)
 NN0233
 NN0233                         *CURRENT SURVEY CONTROL
 NN0233  ______________________________________________________________________
 NN0233* NAD 83(1986) POSITION- 42 23 47.     (N) 098 39 06.     (W)   SCALED
 NN0233* NAVD 88 ORTHO HEIGHT -   608.041 (meters)     1994.88  (feet) ADJUSTED
 NN0233  ______________________________________________________________________
 NN0233  GEOID HEIGHT    -        -24.249 (meters)                     GEOID18
 NN0233  DYNAMIC HEIGHT  -        607.810 (meters)     1994.12  (feet) COMP
 NN0233  MODELED GRAVITY -    980,221.2   (mgal)                       NAVD 88
 NN0233
 NN0233  VERT ORDER      -  SECOND    CLASS 0
 NN0233
 NN0233.The horizontal coordinates were scaled from a map and have
 NN0233.an estimated accuracy of +/- 6 seconds.
 NN0233
 NN0233.The orthometric height was determined by differential leveling and
 NN0233.adjusted by the NATIONAL GEODETIC SURVEY
 NN0233.in June 1991.
 NN0233
 NN0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0233.GEOID18 height accuracy estimate available here.
 NN0233
 NN0233.Click photographs - Photos may exist for this station.
 NN0233
 NN0233.The dynamic height is computed by dividing the NAVD 88
 NN0233.geopotential number by the normal gravity value computed on the
 NN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0233.degrees latitude (g = 980.6199 gals.).
 NN0233
 NN0233.The modeled gravity was interpolated from observed gravity values.
 NN0233
 NN0233;                    North         East    Units  Estimated Accuracy
 NN0233;SPC NE       -   285,440.      610,990.      MT  (+/- 180 meters Scaled)
 NN0233
 NN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM286938(NAD 83)
 NN0233
 NN0233                          SUPERSEDED SURVEY CONTROL
 NN0233
 NN0233  NGVD 29 (??/??/92)  607.849  (m)         1994.25   (f) ADJ UNCH    2 0
 NN0233
 NN0233.Superseded values are not recommended for survey control.
 NN0233
 NN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0233.See file dsdata.pdf to determine how the superseded data were derived.
 NN0233
 NN0233_MARKER: DB = BENCH MARK DISK
 NN0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0233_STAMPING: E-123 1935
 NN0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0233+STABILITY: SURFACE MOTION
 NN0233
 NN0233  HISTORY     - Date     Condition        Report By
 NN0233  HISTORY     - 1935     MONUMENTED       CGS
 NN0233  HISTORY     - 1938     GOOD             CGS
 NN0233
 NN0233                          STATION DESCRIPTION
 NN0233
 NN0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NN0233'4.2 MI S FROM O NEILL.
 NN0233'4.2 MILES SOUTH OF THE COURTHOUSE AT O NEILL, ALONG U.S. HIGHWAY
 NN0233'NO. 281 BETWEEN O NEILL AND BARTLETT, IN THE SOUTHWEST CORNER
 NN0233'OF A RECTANGULAR WOODED SECTION, 36.8 FEET EAST OF THE CENTER
 NN0233'OF THE HIGHWAY, 2.0 FEET NORTH OF AN EAST-WEST FENCE.  A STANDARD
 NN0233'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0234 ***********************************************************************
 NN0234  DESIGNATION -  E 123 RESET
 NN0234  PID         -  NN0234
 NN0234  STATE/COUNTY-  NE/HOLT
 NN0234  COUNTRY     -  US
 NN0234  USGS QUAD   -  O'NEILL (2017)
 NN0234
 NN0234                         *CURRENT SURVEY CONTROL
 NN0234  ______________________________________________________________________
 NN0234* NAD 83(1986) POSITION- 42 23 47.     (N) 098 39 05.     (W)   SCALED
 NN0234* NAVD 88 ORTHO HEIGHT -   608.04  (meters)     1994.9   (feet) RESET
 NN0234  ______________________________________________________________________
 NN0234  GEOID HEIGHT    -        -24.250 (meters)                     GEOID18
 NN0234  VERT ORDER      -  THIRD
 NN0234
 NN0234.The horizontal coordinates were scaled from a map and have
 NN0234.an estimated accuracy of +/- 6 seconds.
 NN0234
 NN0234.The orthometric height was computed from unverified reset data.
 NN0234
 NN0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0234.GEOID18 height accuracy estimate available here.
 NN0234
 NN0234.Click photographs - Photos may exist for this station.
 NN0234
 NN0234;                    North         East    Units  Estimated Accuracy
 NN0234;SPC NE       -   285,440.      611,010.      MT  (+/- 180 meters Scaled)
 NN0234
 NN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM286938(NAD 83)
 NN0234
 NN0234                          SUPERSEDED SURVEY CONTROL
 NN0234
 NN0234  NGVD 29 (??/??/??)  607.84   (m)         1994.2    (f) RESET       3  
 NN0234
 NN0234.Superseded values are not recommended for survey control.
 NN0234
 NN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0234.See file dsdata.pdf to determine how the superseded data were derived.
 NN0234
 NN0234_MARKER: DB = BENCH MARK DISK
 NN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0234_STAMPING: E 123 RESET 1964 1935
 NN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0234+STABILITY: SURFACE MOTION
 NN0234
 NN0234  HISTORY     - Date     Condition        Report By
 NN0234  HISTORY     - 1964     MONUMENTED       CGS
 NN0234
 NN0234                          STATION DESCRIPTION
 NN0234
 NN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0234'4.3 MI S FROM O NEILL.
 NN0234'4.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 NN0234'HIGHWAY 281, 275, AND 20 IN O NEILL, HOLT COUNTY, 1.2 MILES NORTH
 NN0234'OF THE JUNCTION OF A GRAVEL ROAD GOING EAST TO INMAN, 60 FEET
 NN0234'EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 4 FEET NORTH OF
 NN0234'FENCE CORNER, 2 FEET SOUTH-SOUTHWEST OF NEW STEEL WITNESS POST,
 NN0234'AND 1 FOOT WEST OF A FENCE.  THE MARK IS SET IN THE TOP OF A
 NN0234'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0344 ***********************************************************************
 ML0344  DESIGNATION -  E 125
 ML0344  PID         -  ML0344
 ML0344  STATE/COUNTY-  NE/HOWARD
 ML0344  COUNTRY     -  US
 ML0344  USGS QUAD   -  ELBA (2017)
 ML0344
 ML0344                         *CURRENT SURVEY CONTROL
 ML0344  ______________________________________________________________________
 ML0344* NAD 83(1986) POSITION- 41 18 28.     (N) 098 35 07.     (W)   SCALED
 ML0344* NAVD 88 ORTHO HEIGHT -   566.169 (meters)     1857.51  (feet) ADJUSTED
 ML0344  ______________________________________________________________________
 ML0344  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0344  DYNAMIC HEIGHT  -        565.890 (meters)     1856.59  (feet) COMP
 ML0344  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 ML0344
 ML0344  VERT ORDER      -  SECOND    CLASS 0
 ML0344
 ML0344.The horizontal coordinates were scaled from a map and have
 ML0344.an estimated accuracy of +/- 6 seconds.
 ML0344
 ML0344.The orthometric height was determined by differential leveling and
 ML0344.adjusted by the NATIONAL GEODETIC SURVEY
 ML0344.in June 1991.
 ML0344
 ML0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0344.GEOID18 height accuracy estimate available here.
 ML0344
 ML0344.Click photographs - Photos may exist for this station.
 ML0344
 ML0344.The dynamic height is computed by dividing the NAVD 88
 ML0344.geopotential number by the normal gravity value computed on the
 ML0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0344.degrees latitude (g = 980.6199 gals.).
 ML0344
 ML0344.The modeled gravity was interpolated from observed gravity values.
 ML0344
 ML0344;                    North         East    Units  Estimated Accuracy
 ML0344;SPC NE       -   164,670.      618,430.      MT  (+/- 180 meters Scaled)
 ML0344
 ML0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347730(NAD 83)
 ML0344
 ML0344                          SUPERSEDED SURVEY CONTROL
 ML0344
 ML0344  NGVD 29 (??/??/92)  565.926  (m)         1856.71   (f) ADJ UNCH    2 0
 ML0344
 ML0344.Superseded values are not recommended for survey control.
 ML0344
 ML0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0344.See file dsdata.pdf to determine how the superseded data were derived.
 ML0344
 ML0344_MARKER: DB = BENCH MARK DISK
 ML0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0344_STAMPING: E-125 1935
 ML0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0344+STABILITY: SURFACE MOTION
 ML0344
 ML0344  HISTORY     - Date     Condition        Report By
 ML0344  HISTORY     - 1935     MONUMENTED       CGS
 ML0344  HISTORY     - 1959     GOOD             CGS
 ML0344  HISTORY     - 1980     GOOD
 ML0344
 ML0344                          STATION DESCRIPTION
 ML0344
 ML0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0344'1.8 MI NW FROM ELBA.
 ML0344'1.86 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0344'RAILROAD BETWEEN ST. PAUL AND ORD, 141 FEET NORTHEAST OF THE
 ML0344'CENTER LINE OF STATE HIGHWAY 11, 47.6 FEET NORTHEAST OF THE
 ML0344'NORTHEAST RAIL OF THE MAIN TRACK, 45.5 FEET NORTH OF THE CENTER OF
 ML0344'ROAD CROSSING, AND 42.4 FEET EAST OF THE EAST END OF CATTLE GUARD
 ML0344'NO. 32.56.
 ML0344
 ML0344                          STATION RECOVERY (1959)
 ML0344
 ML0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ML0344'RECOVERED IN GOOD CONDITION.
 ML0344
 ML0344                          STATION RECOVERY (1980)
 ML0344
 ML0344'RECOVERED 1980
 ML0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0632 ***********************************************************************
 ML0632  DESIGNATION -  E 126
 ML0632  PID         -  ML0632
 ML0632  STATE/COUNTY-  NE/GARFIELD
 ML0632  COUNTRY     -  US
 ML0632  USGS QUAD   -  BURWELL SE (2017)
 ML0632
 ML0632                         *CURRENT SURVEY CONTROL
 ML0632  ______________________________________________________________________
 ML0632* NAD 83(1986) POSITION- 41 50 28.     (N) 099 05 30.     (W)   SCALED
 ML0632* NAVD 88 ORTHO HEIGHT -   722.777 (meters)     2371.31  (feet) ADJUSTED
 ML0632  ______________________________________________________________________
 ML0632  GEOID HEIGHT    -        -23.564 (meters)                     GEOID18
 ML0632  DYNAMIC HEIGHT  -        722.427 (meters)     2370.16  (feet) COMP
 ML0632  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 ML0632
 ML0632  VERT ORDER      -  SECOND    CLASS 0
 ML0632
 ML0632.The horizontal coordinates were scaled from a map and have
 ML0632.an estimated accuracy of +/- 6 seconds.
 ML0632
 ML0632.The orthometric height was determined by differential leveling and
 ML0632.adjusted by the NATIONAL GEODETIC SURVEY
 ML0632.in June 1991.
 ML0632
 ML0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0632.GEOID18 height accuracy estimate available here.
 ML0632
 ML0632.Click photographs - Photos may exist for this station.
 ML0632
 ML0632.The dynamic height is computed by dividing the NAVD 88
 ML0632.geopotential number by the normal gravity value computed on the
 ML0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0632.degrees latitude (g = 980.6199 gals.).
 ML0632
 ML0632.The modeled gravity was interpolated from observed gravity values.
 ML0632
 ML0632;                    North         East    Units  Estimated Accuracy
 ML0632;SPC NE       -   223,310.      575,420.      MT  (+/- 180 meters Scaled)
 ML0632
 ML0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM923321(NAD 83)
 ML0632
 ML0632                          SUPERSEDED SURVEY CONTROL
 ML0632
 ML0632  NGVD 29 (??/??/92)  722.508  (m)         2370.43   (f) ADJ UNCH    2 0
 ML0632
 ML0632.Superseded values are not recommended for survey control.
 ML0632
 ML0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0632.See file dsdata.pdf to determine how the superseded data were derived.
 ML0632
 ML0632_MARKER: DB = BENCH MARK DISK
 ML0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0632_STAMPING: E 126 1935
 ML0632_MARK LOGO: CGS
 ML0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0632+STABILITY: SURFACE MOTION
 ML0632
 ML0632  HISTORY     - Date     Condition        Report By
 ML0632  HISTORY     - 1935     MONUMENTED       CGS
 ML0632  HISTORY     - 1964     MARK NOT FOUND   CGS
 ML0632
 ML0632                          STATION DESCRIPTION
 ML0632
 ML0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0632'6.2 MI NE FROM BURWELL.
 ML0632'5.7 MILES NORTH ALONG STATE HWY 11 FROM THE COUNTY COURTHOUSE
 ML0632'AT BURWELL, GARFIELD COUNTY, 200 FEET SOUTH OF A CURVE, SOUTH
 ML0632'AND WEST OF SAND HILLS, 37 FEET EAST OF THE CENTER LINE OF THE
 ML0632'HIGHWAY AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ML0632'DISK STAMPED E126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0632'NOTE-- THE AREA OF ITS LOCATION MAY BE REACHED FROM THE
 ML0632'COURTHOUSE IN BURWELL BY GOING EAST FOR 0.5 MILE TO STATE
 ML0632'HIGHWAYS 11 AND 91, TURN LEFT AND GO NORTH ON STATE HIGHWAYS
 ML0632'11 AND 91 FOR 0.2 MILE TO BRIDGE OVER THE LOUP RIVER, CONTINUE
 ML0632'NORTH AND EAST ON STATE HIGHWAYS 11 AND 91 FOR 1.1 MILES
 ML0632'TO THEIR JUNCTION, THEN TURN LEFT AND GO NORTH ON STATE HIGHWAY
 ML0632'11 FOR 4.4 MILES TO THE AREA OF THE OLD HIGHWAY AND THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0262 ***********************************************************************
 NN0262  DESIGNATION -  E 127
 NN0262  PID         -  NN0262
 NN0262  STATE/COUNTY-  NE/HOLT
 NN0262  COUNTRY     -  US
 NN0262  USGS QUAD   -  EMMET NW (2017)
 NN0262
 NN0262                         *CURRENT SURVEY CONTROL
 NN0262  ______________________________________________________________________
 NN0262* NAD 83(1986) POSITION- 42 29 35.     (N) 098 58 15.     (W)   SCALED
 NN0262* NAVD 88 ORTHO HEIGHT -   636.172 (meters)     2087.17  (feet) ADJUSTED
 NN0262  ______________________________________________________________________
 NN0262  GEOID HEIGHT    -        -24.036 (meters)                     GEOID18
 NN0262  DYNAMIC HEIGHT  -        635.919 (meters)     2086.34  (feet) COMP
 NN0262  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 NN0262
 NN0262  VERT ORDER      -  SECOND    CLASS 0
 NN0262
 NN0262.The horizontal coordinates were scaled from a map and have
 NN0262.an estimated accuracy of +/- 6 seconds.
 NN0262
 NN0262.The orthometric height was determined by differential leveling and
 NN0262.adjusted by the NATIONAL GEODETIC SURVEY
 NN0262.in June 1991.
 NN0262
 NN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0262.GEOID18 height accuracy estimate available here.
 NN0262
 NN0262.Click photographs - Photos may exist for this station.
 NN0262
 NN0262.The dynamic height is computed by dividing the NAVD 88
 NN0262.geopotential number by the normal gravity value computed on the
 NN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0262.degrees latitude (g = 980.6199 gals.).
 NN0262
 NN0262.The modeled gravity was interpolated from observed gravity values.
 NN0262
 NN0262;                    North         East    Units  Estimated Accuracy
 NN0262;SPC NE       -   295,820.      584,590.      MT  (+/- 180 meters Scaled)
 NN0262
 NN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN023045(NAD 83)
 NN0262
 NN0262                          SUPERSEDED SURVEY CONTROL
 NN0262
 NN0262  NGVD 29 (??/??/92)  635.947  (m)         2086.44   (f) ADJ UNCH    2 0
 NN0262
 NN0262.Superseded values are not recommended for survey control.
 NN0262
 NN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0262.See file dsdata.pdf to determine how the superseded data were derived.
 NN0262
 NN0262_MARKER: DB = BENCH MARK DISK
 NN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0262_STAMPING: E-127-1935
 NN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0262+STABILITY: SURFACE MOTION
 NN0262
 NN0262  HISTORY     - Date     Condition        Report By
 NN0262  HISTORY     - 1935     MONUMENTED       CGS
 NN0262
 NN0262                          STATION DESCRIPTION
 NN0262
 NN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0262'2.8 MI S FROM ATKINSON.
 NN0262'2.8 MILES SOUTH OF POST OFFICE BY HIGHWAY.  ALONG STATE HIGHWAY
 NN0262'11 BETWEEN BURWELL AND ATKINSON, 42 FEET WEST OF THE CENTER
 NN0262'LINE OF HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF CROSS ROAD,
 NN0262'18 FEET SOUTH OF THE SOUTHWEST CORNER OF CULVERT ON CROSS ROAD,
 NN0262'3.5 FEET WEST OF CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0263 ***********************************************************************
 NN0263  DESIGNATION -  E 127 RESET
 NN0263  PID         -  NN0263
 NN0263  STATE/COUNTY-  NE/HOLT
 NN0263  COUNTRY     -  US
 NN0263  USGS QUAD   -  EMMET NW (2017)
 NN0263
 NN0263                         *CURRENT SURVEY CONTROL
 NN0263  ______________________________________________________________________
 NN0263* NAD 83(1986) POSITION- 42 29 34.78   (N) 098 58 16.67   (W)   HD_HELD1
 NN0263* NAVD 88 ORTHO HEIGHT -   636.26  (meters)     2087.5   (feet) RESET
 NN0263  ______________________________________________________________________
 NN0263  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 NN0263  VERT ORDER      -  THIRD
 NN0263
 NN0263.The horizontal coordinates were determined by differentially corrected
 NN0263.hand held GPS observations or other comparable positioning techniques
 NN0263.and have an estimated accuracy of +/- 3 meters.
 NN0263
 NN0263.The orthometric height was computed from unverified reset data.
 NN0263
 NN0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0263.GEOID18 height accuracy estimate available here.
 NN0263
 NN0263.Click photographs - Photos may exist for this station.
 NN0263
 NN0263;                    North         East    Units  Estimated Accuracy
 NN0263;SPC NE       -   295,807.9     584,549.5     MT  (+/- 3 meters HH1 GPS) 
 NN0263
 NN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0235804515(NAD 83)
 NN0263
 NN0263                          SUPERSEDED SURVEY CONTROL
 NN0263
 NN0263.No superseded survey control is available for this station.
 NN0263
 NN0263_MARKER: DB = BENCH MARK DISK
 NN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0263_STAMPING: E 127 1935 RESET 1954
 NN0263_MARK LOGO: CGS
 NN0263_PROJECTION: RECESSED 3 CENTIMETERS
 NN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0263+STABILITY: SURFACE MOTION
 NN0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0263+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2020
 NN0263
 NN0263  HISTORY     - Date     Condition        Report By
 NN0263  HISTORY     - 1954     MONUMENTED       CGS
 NN0263  HISTORY     - 1964     GOOD             CGS
 NN0263  HISTORY     - 20200305 GOOD             NEGS
 NN0263
 NN0263                          STATION DESCRIPTION
 NN0263
 NN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0263'2.5 MI S FROM ATKINSON.
 NN0263'2.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0263'ATKINSON, AT A ROAD INTERSECTION, 48 FEET SOUTH OF THE CENTER
 NN0263'LINE OF THE ROAD, 110 FEET WEST OF THE CENTER LINE OF THE
 NN0263'HIGHWAY, 12 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF
 NN0263'THE FENCE.  A STANDARD DISK, STAMPED E 27 1935 RESET 1954 AND SET
 NN0263'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0263'NOTE-- THE MARK IS 2.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM
 NN0263'THE CHICAGO AND NORTHWESTERN RAILROAD CROSSING IN ATKINSON.
 NN0263
 NN0263                          STATION RECOVERY (2020)
 NN0263
 NN0263'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 NN0263'TO REACH FROM THE JUNCTION OF US HIGHWAY 20 AND STATE HIGHWAY 11 IN
 NN0263'ATKINSON, NORTHEAST, GO SOUTH ON HIGHWAY 11 FOR APPROXIMATELY 2.45 MI
 NN0263'(3.94 KM) TO THE MARK ON THE RIGHT.  IT IS 110 FT (33.5 M) WEST OF THE
 NN0263'CENTERLINE OF HIGHWAY MARK, 48 FT (14.6 M) SOUTH OF CO ROAD 874, 7.7
 NN0263'FT (2.3 M) SOUTH OF THE NEAR FACE OF METAL TELEPHONE PEDESTAL, 6.4 FT
 NN0263'(2.0 M) NORTH OF A NTFP AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE
 NN0263'WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0132 ***********************************************************************
 NN0132  DESIGNATION -  E 128
 NN0132  PID         -  NN0132
 NN0132  STATE/COUNTY-  NE/ANTELOPE
 NN0132  COUNTRY     -  US
 NN0132  USGS QUAD   -  CLEARWATER (2017)
 NN0132
 NN0132                         *CURRENT SURVEY CONTROL
 NN0132  ______________________________________________________________________
 NN0132* NAD 83(1986) POSITION- 42 09 50.     (N) 098 07 33.     (W)   SCALED
 NN0132* NAVD 88 ORTHO HEIGHT -   536.824 (meters)     1761.23  (feet) ADJUSTED
 NN0132  ______________________________________________________________________
 NN0132  GEOID HEIGHT    -        -24.634 (meters)                     GEOID18
 NN0132  DYNAMIC HEIGHT  -        536.609 (meters)     1760.52  (feet) COMP
 NN0132  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 NN0132
 NN0132  VERT ORDER      -  SECOND    CLASS 0
 NN0132
 NN0132.The horizontal coordinates were scaled from a map and have
 NN0132.an estimated accuracy of +/- 6 seconds.
 NN0132
 NN0132.The orthometric height was determined by differential leveling and
 NN0132.adjusted by the NATIONAL GEODETIC SURVEY
 NN0132.in June 1991.
 NN0132
 NN0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0132.GEOID18 height accuracy estimate available here.
 NN0132
 NN0132.Click photographs - Photos may exist for this station.
 NN0132
 NN0132.The dynamic height is computed by dividing the NAVD 88
 NN0132.geopotential number by the normal gravity value computed on the
 NN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0132.degrees latitude (g = 980.6199 gals.).
 NN0132
 NN0132.The modeled gravity was interpolated from observed gravity values.
 NN0132
 NN0132;                    North         East    Units  Estimated Accuracy
 NN0132;SPC NE       -   260,440.      654,820.      MT  (+/- 180 meters Scaled)
 NN0132
 NN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM722683(NAD 83)
 NN0132
 NN0132                          SUPERSEDED SURVEY CONTROL
 NN0132
 NN0132  NGVD 29 (??/??/92)  536.621  (m)         1760.56   (f) ADJ UNCH    2 0
 NN0132
 NN0132.Superseded values are not recommended for survey control.
 NN0132
 NN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0132.See file dsdata.pdf to determine how the superseded data were derived.
 NN0132
 NN0132_MARKER: DB = BENCH MARK DISK
 NN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0132_STAMPING: E 128 1935
 NN0132_MARK LOGO: CGS
 NN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0132+STABILITY: SURFACE MOTION
 NN0132
 NN0132  HISTORY     - Date     Condition        Report By
 NN0132  HISTORY     - 1935     MONUMENTED       CGS
 NN0132  HISTORY     - 1962     MARK NOT FOUND   CGS
 NN0132  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NN0132
 NN0132                          STATION DESCRIPTION
 NN0132
 NN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0132'3.4 MI SE FROM CLEARWATER.
 NN0132'3.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0132'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, 734 FEET WEST
 NN0132'OF THE NORTHWEST CORNER OF TRESTLE 232, 65 FEET NORTHWEST OF THE
 NN0132'CENTER OF A ROAD CROSSING, 63.2 FEET NORTHWEST OF THE NORTHWEST
 NN0132'RAIL OF THE MAIN TRACK, 29.7 FEET WEST OF THE NORTHWEST CORNER
 NN0132'OF A HIGHWAY BRIDGE, AND 2.1 FEET WEST OF A RIGHT-OF-WAY FENCE
 NN0132'CORNER.  A STANDARD DISK, STAMPED E 128 1935 AND SET IN THE TOP
 NN0132'OF A CONCRETE POST.
 NN0132
 NN0132                          STATION RECOVERY (1962)
 NN0132
 NN0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0132'MARK NOT FOUND.
 NN0132
 NN0132                          STATION RECOVERY (2010)
 NN0132
 NN0132'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NN0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0313 ***********************************************************************
 LG0313  DESIGNATION -  E 13
 LG0313  PID         -  LG0313
 LG0313  STATE/COUNTY-  NE/LANCASTER
 LG0313  COUNTRY     -  US
 LG0313  USGS QUAD   -  LINCOLN (2017)
 LG0313
 LG0313                         *CURRENT SURVEY CONTROL
 LG0313  ______________________________________________________________________
 LG0313* NAD 83(1986) POSITION- 40 48 29.5    (N) 096 43 01.1    (W)   HD_HELD2
 LG0313* NAVD 88 ORTHO HEIGHT -   350.776 (meters)     1150.84  (feet) ADJUSTED
 LG0313  ______________________________________________________________________
 LG0313  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 LG0313  DYNAMIC HEIGHT  -        350.620 (meters)     1150.33  (feet) COMP
 LG0313  MODELED GRAVITY -    980,169.8   (mgal)                       NAVD 88
 LG0313
 LG0313  VERT ORDER      -  FIRST     CLASS II
 LG0313
 LG0313.The horizontal coordinates were established by autonomous hand held GPS
 LG0313.observations and have an estimated accuracy of +/- 10 meters.
 LG0313
 LG0313.The orthometric height was determined by differential leveling and
 LG0313.adjusted by the NATIONAL GEODETIC SURVEY
 LG0313.in May 1993.
 LG0313
 LG0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0313.GEOID18 height accuracy estimate available here.
 LG0313
 LG0313.Click photographs - Photos may exist for this station.
 LG0313
 LG0313.The dynamic height is computed by dividing the NAVD 88
 LG0313.geopotential number by the normal gravity value computed on the
 LG0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0313.degrees latitude (g = 980.6199 gals.).
 LG0313
 LG0313.The modeled gravity was interpolated from observed gravity values.
 LG0313
 LG0313;                    North         East    Units  Estimated Accuracy
 LG0313;SPC NE       -   113,494.      776,877.      MT  (+/- 10 meters HH2 GPS)
 LG0313
 LG0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9256919973(NAD 83)
 LG0313
 LG0313                          SUPERSEDED SURVEY CONTROL
 LG0313
 LG0313  NAVD 88 (06/15/91)  350.798  (m)         1150.91   (f) SUPERSEDED  1 2
 LG0313  NGVD 29 (??/??/92)  350.698  (m)         1150.58   (f) ADJ UNCH    1 2
 LG0313
 LG0313.Superseded values are not recommended for survey control.
 LG0313
 LG0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0313.See file dsdata.pdf to determine how the superseded data were derived.
 LG0313
 LG0313_MARKER: DB = BENCH MARK DISK
 LG0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0313_STAMPING: 1150.191 E 13 1933
 LG0313_MARK LOGO: CGS
 LG0313_PROJECTION: FLUSH
 LG0313_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0313+STABILITY: SURFACE MOTION
 LG0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0313+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 LG0313
 LG0313  HISTORY     - Date     Condition        Report By
 LG0313  HISTORY     - 1933     MONUMENTED       CGS
 LG0313  HISTORY     - 1940     GOOD             CGS
 LG0313  HISTORY     - 19911022 GOOD             NGS
 LG0313  HISTORY     - 20050207 GOOD             GEOCAC
 LG0313  HISTORY     - 20120510 GOOD             INDIV
 LG0313
 LG0313                          STATION DESCRIPTION
 LG0313
 LG0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0313'AT LINCOLN.
 LG0313'AT LINCOLN, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0313'QUINCY RAILROAD, IN THE WEST PART OF TOWN, 0.5 MILE SOUTHWEST
 LG0313'OF THE STATION, 250 FEET SOUTH OF AN INTERLOCKING SWITCH TOWER,
 LG0313'40 FEET NORTH OF A ROAD CROSSING, AND 15 FEET EAST OF THE
 LG0313'CENTERLINE OF THE WEST MAIN TRACK.  A STANDARD DISK, STAMPED
 LG0313'1150.191 E 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0313'PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0313
 LG0313                          STATION RECOVERY (1991)
 LG0313
 LG0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0313'IN LINCOLN, AT THE INTERSECTION OF J STREET AND THE BURLINGTON
 LG0313'NORTHERN RAILROAD, 95.0 M (311.7 FT) WEST OF THE CENTERLINE OF THE
 LG0313'NORTHBOUND LANES OF SOUTH 4TH STREET, 10.0 M (32.8 FT) NORTH OF THE
 LG0313'CENTER OF J STREET, 3.5 M (11.5 FT) SOUTHEAST OF THE NEAR RAIL, 2.0 M
 LG0313'(6.6 FT) NORTHWEST OF A UTILITY BRACE POST WITH A GUY CABLE, 0.3 M
 LG0313'(1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 LG0313'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0313
 LG0313                          STATION RECOVERY (2005)
 LG0313
 LG0313'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0313'IN LINCOLN, AT THE INTERSECTION OF J STREET AND THE BURLINGTON
 LG0313'NORTHERN SANTE FE RAILROAD, 95.0 M (311.7 FT) WEST OF THE CENTERLINE
 LG0313'OF THE NORTHBOUND LANES OF SOUTH 4TH STREET, 21.6 M (70.9 FT)
 LG0313'SOUTHWEST FROM SOUTHWEST CORNER OF METAL EQUIPMENT SHED, 19.5 M (64.0
 LG0313'FT) WEST SOUTHWEST FROM UTILITY POEL WITH ELECTRIC METER, 10.0 M (32.8
 LG0313'FT) NORTH OF THE CENTER OF J STREET,
 LG0313'5.1 M (16.7 FT) NORTHEAST FROM NORTHEAST CORNER OF CROSSING SIGNAL
 LG0313'BASE, 3.5 M (11.5 FT) SOUTHEAST OF THE NEAR RAIL, 2.0 M (6.6 FT)
 LG0313'NORTHWEST OF A UTILITY BRACE POST WITH A GUY CABLE, 0.3 M (1.0 FT)
 LG0313'BELOW THE LEVEL OF THE TRACK, AND FLUSH WITH THE SURFACE OF THE
 LG0313'GROUND. THE WITNESS POST IS MISSING.
 LG0313
 LG0313                          STATION RECOVERY (2012)
 LG0313
 LG0313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LG0313'BM E 13 1933 IS BEING DESTROYED, SO WE RESET THE MARK IN A CONCRETE
 LG0313'PIER, CALLED IT E 13 RESET 2012 (ELEV.= 1155.258),174.0 FT. WEST TO
 LG0313'CENTERLINE OF S. 4TH ST., 52.0 FT. NORTH TO CENTERLINE OF J ST., 69.69
 LG0313'FT. NORTHWEST TO NAIL IN POWER POLE, 23.0 FT. EAST TO CENTERLINE
 LG0313'CONCRETE APPROACH(SOUTH), BRASS DISK SET IN PIER 4.15 FT. ABOVE
 LG0313'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0343 ***********************************************************************
 NO0343  DESIGNATION -  E 130
 NO0343  PID         -  NO0343
 NO0343  STATE/COUNTY-  NE/CHERRY
 NO0343  COUNTRY     -  US
 NO0343  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0343
 NO0343                         *CURRENT SURVEY CONTROL
 NO0343  ______________________________________________________________________
 NO0343* NAD 83(1986) POSITION- 42 40 22.2    (N) 101 40 56.2    (W)   HD_HELD2
 NO0343* NAVD 88 ORTHO HEIGHT -  1046.622 (meters)     3433.79  (feet) ADJUSTED
 NO0343  ______________________________________________________________________
 NO0343  GEOID HEIGHT    -        -19.252 (meters)                     GEOID18
 NO0343  DYNAMIC HEIGHT  -       1046.127 (meters)     3432.17  (feet) COMP
 NO0343  MODELED GRAVITY -    980,111.8   (mgal)                       NAVD 88
 NO0343
 NO0343  VERT ORDER      -  SECOND    CLASS 0
 NO0343
 NO0343.The horizontal coordinates were established by autonomous hand held GPS
 NO0343.observations and have an estimated accuracy of +/- 10 meters.
 NO0343
 NO0343.The orthometric height was determined by differential leveling and
 NO0343.adjusted by the NATIONAL GEODETIC SURVEY
 NO0343.in June 1991.
 NO0343
 NO0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0343.GEOID18 height accuracy estimate available here.
 NO0343
 NO0343.Click photographs - Photos may exist for this station.
 NO0343
 NO0343.The dynamic height is computed by dividing the NAVD 88
 NO0343.geopotential number by the normal gravity value computed on the
 NO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0343.degrees latitude (g = 980.6199 gals.).
 NO0343
 NO0343.The modeled gravity was interpolated from observed gravity values.
 NO0343
 NO0343;                    North         East    Units  Estimated Accuracy
 NO0343;SPC NE       -   316,620.      362,127.      MT  (+/- 10 meters HH2 GPS)
 NO0343
 NO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8020827973(NAD 83)
 NO0343
 NO0343                          SUPERSEDED SURVEY CONTROL
 NO0343
 NO0343  NGVD 29 (??/??/92) 1046.185  (m)         3432.36   (f) ADJ UNCH    2 0
 NO0343
 NO0343.Superseded values are not recommended for survey control.
 NO0343
 NO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0343.See file dsdata.pdf to determine how the superseded data were derived.
 NO0343
 NO0343_MARKER: DB = BENCH MARK DISK
 NO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0343_STAMPING: E 130 1934
 NO0343_MARK LOGO: CGS
 NO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0343+STABILITY: SURFACE MOTION
 NO0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0343+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 NO0343
 NO0343  HISTORY     - Date     Condition        Report By
 NO0343  HISTORY     - 1934     MONUMENTED       CGS
 NO0343  HISTORY     - 1948     GOOD             CGS
 NO0343  HISTORY     - 20130812 GOOD             INDIV
 NO0343
 NO0343                          STATION DESCRIPTION
 NO0343
 NO0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0343'20.2 MI S FROM MERRIMAN.
 NO0343'20.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0343'COUNTY, 1.5 MILES NORTH OF THE JAMISON RANCH HOUSE, 0.7 MILE
 NO0343'NORTH OF A SCHOOLHOUSE, 34 YARDS WEST OF THE CENTERLINE OF THE
 NO0343'HIGHWAY, AND 1 FOOT NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 NO0343'DISK, STAMPED E 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0343'17.2 MILES (AIR LINE) SOUTH OF MERRIMAN, 0.25 MILES SOUTH AND
 NO0343'0.7 MILE EAST OF JENSEN RANCH HOUSE, 1.2 MILES SOUTH AND 0.5
 NO0343'MILE EAST OF MAC BETH RANCH HOUSE, 0.5 MILE NORTH OF STANDARD
 NO0343'SCHOOL (NO. 138), 0.2 MILE EAST OF T-FENCE S AND QUARTER
 NO0343'CORNER BETWEEN SECS. 8 AND 17, T. 31 N., R. 37 W., 0.1 MILE EAST
 NO0343'OF WIRE GATE, 1 FOOT NORTH OF EAST-AND-WEST FENCE.
 NO0343
 NO0343                          STATION RECOVERY (2013)
 NO0343
 NO0343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NO0343'FOUND GOOD CONDITION,MARK PROJECTS 0.5 FT,3.2 FT. WEST ORANGE
 NO0343'CARSONITE WIT. SIGN,0.7 FT. NORTH EAST-WEST FENCE LINE, 500 FT.EAST OF
 NO0343'GATE ENTRANCE ON TRAIL RD GOING NORTH AND SOUTH.FROM HWY 61 MILE
 NO0343'MARKER 207+25,FOLLOW ROAD TO RANCH 1 MILE,THEN SE 0.5 MILE TO
 NO0343'BM.LAT.42 40 22.2 LONG.101 40 56.2 WITH GARMIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0490 ***********************************************************************
 MK0490  DESIGNATION -  E 131
 MK0490  PID         -  MK0490
 MK0490  STATE/COUNTY-  NE/WASHINGTON
 MK0490  COUNTRY     -  US
 MK0490  USGS QUAD   -  ARLINGTON (2017)
 MK0490
 MK0490                         *CURRENT SURVEY CONTROL
 MK0490  ______________________________________________________________________
 MK0490* NAD 83(1986) POSITION- 41 27 02.     (N) 096 21 01.     (W)   SCALED
 MK0490* NAVD 88 ORTHO HEIGHT -   354.882 (meters)     1164.31  (feet) ADJUSTED
 MK0490  ______________________________________________________________________
 MK0490  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 MK0490  DYNAMIC HEIGHT  -        354.718 (meters)     1163.77  (feet) COMP
 MK0490  MODELED GRAVITY -    980,151.0   (mgal)                       NAVD 88
 MK0490
 MK0490  VERT ORDER      -  SECOND    CLASS 0
 MK0490
 MK0490.The horizontal coordinates were scaled from a map and have
 MK0490.an estimated accuracy of +/- 6 seconds.
 MK0490
 MK0490.The orthometric height was determined by differential leveling and
 MK0490.adjusted by the NATIONAL GEODETIC SURVEY
 MK0490.in June 1991.
 MK0490
 MK0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0490.GEOID18 height accuracy estimate available here.
 MK0490
 MK0490.Click photographs - Photos may exist for this station.
 MK0490
 MK0490.The dynamic height is computed by dividing the NAVD 88
 MK0490.geopotential number by the normal gravity value computed on the
 MK0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0490.degrees latitude (g = 980.6199 gals.).
 MK0490
 MK0490.The modeled gravity was interpolated from observed gravity values.
 MK0490
 MK0490;                    North         East    Units  Estimated Accuracy
 MK0490;SPC NE       -   185,990.      804,780.      MT  (+/- 180 meters Scaled)
 MK0490
 MK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL213921(NAD 83)
 MK0490
 MK0490                          SUPERSEDED SURVEY CONTROL
 MK0490
 MK0490  NGVD 29 (??/??/92)  354.736  (m)         1163.83   (f) ADJ UNCH    2 0
 MK0490
 MK0490.Superseded values are not recommended for survey control.
 MK0490
 MK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0490.See file dsdata.pdf to determine how the superseded data were derived.
 MK0490
 MK0490_MARKER: DB = BENCH MARK DISK
 MK0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0490_STAMPING: E 131 1935
 MK0490_MARK LOGO: CGS
 MK0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0490+STABILITY: SURFACE MOTION
 MK0490
 MK0490  HISTORY     - Date     Condition        Report By
 MK0490  HISTORY     - 1935     MONUMENTED       CGS
 MK0490  HISTORY     - 1950     GOOD             CGS
 MK0490  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MK0490
 MK0490                          STATION DESCRIPTION
 MK0490
 MK0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0490'IN ARLINGTON.
 MK0490'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT,
 MK0490'NEBRASKA, AND CALIFORNIA, IOWA, JUST WEST OF THE C. AND N.W.
 MK0490'DEPOT IN ARLINGTON.  124 FEET WEST OF SEMAPHORE SIGNAL, 33.4 FEET
 MK0490'NORTH OF NORTH RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 MK0490
 MK0490                          STATION RECOVERY (1950)
 MK0490
 MK0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0490'RECOVERED IN GOOD CONDITION.
 MK0490
 MK0490                          STATION RECOVERY (1985)
 MK0490
 MK0490'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MK0490'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1211 ***********************************************************************
 MK1211  DESIGNATION -  E 133
 MK1211  PID         -  MK1211
 MK1211  STATE/COUNTY-  NE/COLFAX
 MK1211  COUNTRY     -  US
 MK1211  USGS QUAD   -  CLARKSON (2017)
 MK1211
 MK1211                         *CURRENT SURVEY CONTROL
 MK1211  ______________________________________________________________________
 MK1211* NAD 83(1986) POSITION- 41 43 53.     (N) 097 01 13.     (W)   SCALED
 MK1211* NAVD 88 ORTHO HEIGHT -   450.203 (meters)     1477.04  (feet) ADJUSTED
 MK1211  ______________________________________________________________________
 MK1211  GEOID HEIGHT    -        -25.225 (meters)                     GEOID18
 MK1211  DYNAMIC HEIGHT  -        450.022 (meters)     1476.45  (feet) COMP
 MK1211  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 MK1211
 MK1211  VERT ORDER      -  SECOND    CLASS 0
 MK1211
 MK1211.The horizontal coordinates were scaled from a map and have
 MK1211.an estimated accuracy of +/- 6 seconds.
 MK1211
 MK1211.The orthometric height was determined by differential leveling and
 MK1211.adjusted by the NATIONAL GEODETIC SURVEY
 MK1211.in June 1991.
 MK1211
 MK1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1211.GEOID18 height accuracy estimate available here.
 MK1211
 MK1211.Click photographs - Photos may exist for this station.
 MK1211
 MK1211.The dynamic height is computed by dividing the NAVD 88
 MK1211.geopotential number by the normal gravity value computed on the
 MK1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1211.degrees latitude (g = 980.6199 gals.).
 MK1211
 MK1211.The modeled gravity was interpolated from observed gravity values.
 MK1211
 MK1211;                    North         East    Units  Estimated Accuracy
 MK1211;SPC NE       -   215,000.      747,780.      MT  (+/- 180 meters Scaled)
 MK1211
 MK1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM646218(NAD 83)
 MK1211
 MK1211                          SUPERSEDED SURVEY CONTROL
 MK1211
 MK1211  NGVD 29 (??/??/92)  450.027  (m)         1476.46   (f) ADJ UNCH    2 0
 MK1211
 MK1211.Superseded values are not recommended for survey control.
 MK1211
 MK1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1211.See file dsdata.pdf to determine how the superseded data were derived.
 MK1211
 MK1211_MARKER: DB = BENCH MARK DISK
 MK1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1211_STAMPING: E 133 1935
 MK1211_MARK LOGO: CGS
 MK1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1211+STABILITY: SURFACE MOTION
 MK1211
 MK1211  HISTORY     - Date     Condition        Report By
 MK1211  HISTORY     - 1935     MONUMENTED       CGS
 MK1211  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1211
 MK1211                          STATION DESCRIPTION
 MK1211
 MK1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1211'1.2 MI W FROM HOWELL.
 MK1211'1.2 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1211'RAILROAD BETWEEN HOOPER AND HUMPHREY, 51 FEET EAST OF THE
 MK1211'CENTER LINE OF CROSS ROAD, RAILROAD CROSSING MARKED D-47 1/2,
 MK1211'29 FEET NORTH OF THE NORTH RAIL, IN THE NORTHEAST FENCE CORNER
 MK1211'FORMED BY HIGHWAY AND RAILROAD RIGHT OF WAY FENCES, LEVEL WITH
 MK1211'THE TRACK.
 MK1211
 MK1211                          STATION RECOVERY (1965)
 MK1211
 MK1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1274 ***********************************************************************
 MK1274  DESIGNATION -  E 134
 MK1274  PID         -  MK1274
 MK1274  STATE/COUNTY-  NE/BUTLER
 MK1274  COUNTRY     -  US
 MK1274  USGS QUAD   -  BRAINARD (2017)
 MK1274
 MK1274                         *CURRENT SURVEY CONTROL
 MK1274  ______________________________________________________________________
 MK1274* NAD 83(1986) POSITION- 41 13 31.     (N) 097 01 47.     (W)   SCALED
 MK1274* NAVD 88 ORTHO HEIGHT -   511.586 (meters)     1678.43  (feet) ADJUSTED
 MK1274  ______________________________________________________________________
 MK1274  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 MK1274  DYNAMIC HEIGHT  -        511.338 (meters)     1677.61  (feet) COMP
 MK1274  MODELED GRAVITY -    980,122.0   (mgal)                       NAVD 88
 MK1274
 MK1274  VERT ORDER      -  SECOND    CLASS 0
 MK1274
 MK1274.The horizontal coordinates were scaled from a map and have
 MK1274.an estimated accuracy of +/- 6 seconds.
 MK1274
 MK1274.The orthometric height was determined by differential leveling and
 MK1274.adjusted by the NATIONAL GEODETIC SURVEY
 MK1274.in June 1991.
 MK1274
 MK1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1274.GEOID18 height accuracy estimate available here.
 MK1274
 MK1274.Click photographs - Photos may exist for this station.
 MK1274
 MK1274.The dynamic height is computed by dividing the NAVD 88
 MK1274.geopotential number by the normal gravity value computed on the
 MK1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1274.degrees latitude (g = 980.6199 gals.).
 MK1274
 MK1274.The modeled gravity was interpolated from observed gravity values.
 MK1274
 MK1274;                    North         East    Units  Estimated Accuracy
 MK1274;SPC NE       -   158,820.      748,920.      MT  (+/- 180 meters Scaled)
 MK1274
 MK1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL651656(NAD 83)
 MK1274
 MK1274                          SUPERSEDED SURVEY CONTROL
 MK1274
 MK1274  NGVD 29 (??/??/92)  511.411  (m)         1677.85   (f) ADJ UNCH    2 0
 MK1274
 MK1274.Superseded values are not recommended for survey control.
 MK1274
 MK1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1274.See file dsdata.pdf to determine how the superseded data were derived.
 MK1274
 MK1274_MARKER: DB = BENCH MARK DISK
 MK1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1274_STAMPING: E 134 1935
 MK1274_MARK LOGO: CGS
 MK1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1274+STABILITY: SURFACE MOTION
 MK1274
 MK1274  HISTORY     - Date     Condition        Report By
 MK1274  HISTORY     - 1935     MONUMENTED       CGS
 MK1274  HISTORY     - 1961     GOOD             CGS
 MK1274
 MK1274                          STATION DESCRIPTION
 MK1274
 MK1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1274'3.8 MI NW FROM BRAINARD.
 MK1274'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1274'FROM THE RAILROAD STATION AT BRAINARD, THENCE 2.4 MILES NORTHWEST
 MK1274'ALONG THE UNION PACIFIC RAILROAD, 53.8 FEET NORTH OF MILE POLE
 MK1274'17, 17 FEET NORTH OF THE NORTH RAIL, 1.4 FEET SOUTH OF METAL
 MK1274'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 MK1274'PROJECTING 3-INCHES ABOVE THE GROUND AND ABOUT 1-FOOT LOWER THAN
 MK1274'THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1533 ***********************************************************************
 MK1533  DESIGNATION -  E 136
 MK1533  PID         -  MK1533
 MK1533  STATE/COUNTY-  NE/HAMILTON
 MK1533  COUNTRY     -  US
 MK1533  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1533
 MK1533                         *CURRENT SURVEY CONTROL
 MK1533  ______________________________________________________________________
 MK1533* NAD 83(1986) POSITION- 41 04 41.     (N) 097 52 42.     (W)   SCALED
 MK1533* NAVD 88 ORTHO HEIGHT -   538.217 (meters)     1765.80  (feet) ADJUSTED
 MK1533  ______________________________________________________________________
 MK1533  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 MK1533  DYNAMIC HEIGHT  -        537.944 (meters)     1764.90  (feet) COMP
 MK1533  MODELED GRAVITY -    980,099.3   (mgal)                       NAVD 88
 MK1533
 MK1533  VERT ORDER      -  SECOND    CLASS 0
 MK1533
 MK1533.The horizontal coordinates were scaled from a map and have
 MK1533.an estimated accuracy of +/- 6 seconds.
 MK1533
 MK1533.The orthometric height was determined by differential leveling and
 MK1533.adjusted by the NATIONAL GEODETIC SURVEY
 MK1533.in June 1991.
 MK1533
 MK1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1533.GEOID18 height accuracy estimate available here.
 MK1533
 MK1533.Click photographs - Photos may exist for this station.
 MK1533
 MK1533.The dynamic height is computed by dividing the NAVD 88
 MK1533.geopotential number by the normal gravity value computed on the
 MK1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1533.degrees latitude (g = 980.6199 gals.).
 MK1533
 MK1533.The modeled gravity was interpolated from observed gravity values.
 MK1533
 MK1533;                    North         East    Units  Estimated Accuracy
 MK1533;SPC NE       -   140,380.      678,220.      MT  (+/- 180 meters Scaled)
 MK1533
 MK1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL942480(NAD 83)
 MK1533
 MK1533                          SUPERSEDED SURVEY CONTROL
 MK1533
 MK1533  NGVD 29 (??/??/92)  537.994  (m)         1765.07   (f) ADJ UNCH    2 0
 MK1533
 MK1533.Superseded values are not recommended for survey control.
 MK1533
 MK1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1533.See file dsdata.pdf to determine how the superseded data were derived.
 MK1533
 MK1533_MARKER: DB = BENCH MARK DISK
 MK1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1533_STAMPING: E 136 1935
 MK1533_MARK LOGO: CGS
 MK1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1533+STABILITY: SURFACE MOTION
 MK1533
 MK1533  HISTORY     - Date     Condition        Report By
 MK1533  HISTORY     - 1935     MONUMENTED       CGS
 MK1533  HISTORY     - 1962     GOOD             USGS
 MK1533
 MK1533                          STATION DESCRIPTION
 MK1533
 MK1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1533'0.4 MI E FROM HORDVILLE.
 MK1533'0.4 MILES EAST OF HORDVILLE DEPOT.  ALONG THE UNION PACIFIC
 MK1533'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 68.3 FEET NORTH
 MK1533'OF THE NORTH RAIL, 30.5 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 MK1533'7 FEET WEST OF MILEPOST NO. 68, 3 FEET BELOW THE LEVEL OF TRACK.
 MK1533'1720 FEET E OF A ROAD CROSSING.
 MK1533
 MK1533                          STATION RECOVERY (1962)
 MK1533
 MK1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1303 ***********************************************************************
 MK1303  DESIGNATION -  E 137
 MK1303  PID         -  MK1303
 MK1303  STATE/COUNTY-  NE/BUTLER
 MK1303  COUNTRY     -  US
 MK1303  USGS QUAD   -  GARRISON (2017)
 MK1303
 MK1303                         *CURRENT SURVEY CONTROL
 MK1303  ______________________________________________________________________
 MK1303* NAD 83(1986) POSITION- 41 10 26.     (N) 097 13 32.     (W)   SCALED
 MK1303* NAVD 88 ORTHO HEIGHT -   486.401 (meters)     1595.80  (feet) ADJUSTED
 MK1303  ______________________________________________________________________
 MK1303  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 MK1303  DYNAMIC HEIGHT  -        486.171 (meters)     1595.05  (feet) COMP
 MK1303  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 MK1303
 MK1303  VERT ORDER      -  SECOND    CLASS 0
 MK1303
 MK1303.The horizontal coordinates were scaled from a map and have
 MK1303.an estimated accuracy of +/- 6 seconds.
 MK1303
 MK1303.The orthometric height was determined by differential leveling and
 MK1303.adjusted by the NATIONAL GEODETIC SURVEY
 MK1303.in June 1991.
 MK1303
 MK1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1303.GEOID18 height accuracy estimate available here.
 MK1303
 MK1303.Click photographs - Photos may exist for this station.
 MK1303
 MK1303.The dynamic height is computed by dividing the NAVD 88
 MK1303.geopotential number by the normal gravity value computed on the
 MK1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1303.degrees latitude (g = 980.6199 gals.).
 MK1303
 MK1303.The modeled gravity was interpolated from observed gravity values.
 MK1303
 MK1303;                    North         East    Units  Estimated Accuracy
 MK1303;SPC NE       -   152,570.      732,700.      MT  (+/- 180 meters Scaled)
 MK1303
 MK1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL488595(NAD 83)
 MK1303
 MK1303                          SUPERSEDED SURVEY CONTROL
 MK1303
 MK1303  NGVD 29 (??/??/92)  486.225  (m)         1595.22   (f) ADJ UNCH    2 0
 MK1303
 MK1303.Superseded values are not recommended for survey control.
 MK1303
 MK1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1303.See file dsdata.pdf to determine how the superseded data were derived.
 MK1303
 MK1303_MARKER: DB = BENCH MARK DISK
 MK1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1303_STAMPING: E 137 1935
 MK1303_MARK LOGO: CGS
 MK1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1303+STABILITY: SURFACE MOTION
 MK1303
 MK1303  HISTORY     - Date     Condition        Report By
 MK1303  HISTORY     - 1935     MONUMENTED       CGS
 MK1303
 MK1303                          STATION DESCRIPTION
 MK1303
 MK1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1303'7.5 MI NE FROM SURPRISE.
 MK1303'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1303'AND YORK, 43 (33-FOOT) RAILS NORTHEAST OF MILEPOST NO. 49, 43.6
 MK1303'FEET NORTHWEST OF THE NORTHWEST RAIL, 4.5 FEET SOUTH OF THE
 MK1303'SNOWFENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0715 ***********************************************************************
 LG0715  DESIGNATION -  E 138
 LG0715  PID         -  LG0715
 LG0715  STATE/COUNTY-  NE/HAMILTON
 LG0715  COUNTRY     -  US
 LG0715  USGS QUAD   -  HAMPTON (2017)
 LG0715
 LG0715                         *CURRENT SURVEY CONTROL
 LG0715  ______________________________________________________________________
 LG0715* NAD 83(1986) POSITION- 40 52 41.     (N) 097 53 00.     (W)   SCALED
 LG0715* NAVD 88 ORTHO HEIGHT -   537.427 (meters)     1763.21  (feet) ADJUSTED
 LG0715  ______________________________________________________________________
 LG0715  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 LG0715  DYNAMIC HEIGHT  -        537.135 (meters)     1762.25  (feet) COMP
 LG0715  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LG0715
 LG0715  VERT ORDER      -  SECOND    CLASS 0
 LG0715
 LG0715.The horizontal coordinates were scaled from a map and have
 LG0715.an estimated accuracy of +/- 6 seconds.
 LG0715
 LG0715.The orthometric height was determined by differential leveling and
 LG0715.adjusted by the NATIONAL GEODETIC SURVEY
 LG0715.in June 1991.
 LG0715
 LG0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0715.GEOID18 height accuracy estimate available here.
 LG0715
 LG0715.Click photographs - Photos may exist for this station.
 LG0715
 LG0715.The dynamic height is computed by dividing the NAVD 88
 LG0715.geopotential number by the normal gravity value computed on the
 LG0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0715.degrees latitude (g = 980.6199 gals.).
 LG0715
 LG0715.The modeled gravity was interpolated from observed gravity values.
 LG0715
 LG0715;                    North         East    Units  Estimated Accuracy
 LG0715;SPC NE       -   118,180.      678,350.      MT  (+/- 180 meters Scaled)
 LG0715
 LG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL940258(NAD 83)
 LG0715
 LG0715                          SUPERSEDED SURVEY CONTROL
 LG0715
 LG0715  NGVD 29 (??/??/92)  537.192  (m)         1762.44   (f) ADJ UNCH    2 0
 LG0715
 LG0715.Superseded values are not recommended for survey control.
 LG0715
 LG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0715.See file dsdata.pdf to determine how the superseded data were derived.
 LG0715
 LG0715_MARKER: DB = BENCH MARK DISK
 LG0715_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0715_STAMPING: E 138 1935
 LG0715_MARK LOGO: CGS
 LG0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0715
 LG0715  HISTORY     - Date     Condition        Report By
 LG0715  HISTORY     - 1935     MONUMENTED       CGS
 LG0715  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0715
 LG0715                          STATION DESCRIPTION
 LG0715
 LG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0715'AT HAMPTON.
 LG0715'AT HAMPTON, HAMILTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0715'QUINCY RAILROAD, 195 FEET EAST OF THE STATION, 67 FEET NORTH
 LG0715'OF THE NORTH RAIL OF THE MAIN TRACK, AND 6.5 FEET NORTHEAST OF
 LG0715'THE SOUTHEAST CORNER OF A COAL SHED.  A STANDARD DISK, STAMPED
 LG0715'E 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0715
 LG0715                          STATION RECOVERY (1965)
 LG0715
 LG0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0715'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1064 ***********************************************************************
 MK1064  DESIGNATION -  E 139
 MK1064  PID         -  MK1064
 MK1064  STATE/COUNTY-  NE/BURT
 MK1064  COUNTRY     -  US
 MK1064  USGS QUAD   -  WEST POINT SE (2017)
 MK1064
 MK1064                         *CURRENT SURVEY CONTROL
 MK1064  ______________________________________________________________________
 MK1064* NAD 83(1986) POSITION- 41 49 43.     (N) 096 32 27.     (W)   SCALED
 MK1064* NAVD 88 ORTHO HEIGHT -   398.655 (meters)     1307.92  (feet) ADJUSTED
 MK1064  ______________________________________________________________________
 MK1064  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 MK1064  DYNAMIC HEIGHT  -        398.507 (meters)     1307.44  (feet) COMP
 MK1064  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 MK1064
 MK1064  VERT ORDER      -  SECOND    CLASS 0
 MK1064
 MK1064.The horizontal coordinates were scaled from a map and have
 MK1064.an estimated accuracy of +/- 6 seconds.
 MK1064
 MK1064.The orthometric height was determined by differential leveling and
 MK1064.adjusted by the NATIONAL GEODETIC SURVEY
 MK1064.in June 1991.
 MK1064
 MK1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1064.GEOID18 height accuracy estimate available here.
 MK1064
 MK1064.Click photographs - Photos may exist for this station.
 MK1064
 MK1064.The dynamic height is computed by dividing the NAVD 88
 MK1064.geopotential number by the normal gravity value computed on the
 MK1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1064.degrees latitude (g = 980.6199 gals.).
 MK1064
 MK1064.The modeled gravity was interpolated from observed gravity values.
 MK1064
 MK1064;                    North         East    Units  Estimated Accuracy
 MK1064;SPC NE       -   227,270.      787,190.      MT  (+/- 180 meters Scaled)
 MK1064
 MK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM042336(NAD 83)
 MK1064
 MK1064                          SUPERSEDED SURVEY CONTROL
 MK1064
 MK1064  NGVD 29 (??/??/92)  398.516  (m)         1307.46   (f) ADJ UNCH    2 0
 MK1064
 MK1064.Superseded values are not recommended for survey control.
 MK1064
 MK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1064.See file dsdata.pdf to determine how the superseded data were derived.
 MK1064
 MK1064_MARKER: DB = BENCH MARK DISK
 MK1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1064_STAMPING: E 139 1935
 MK1064_MARK LOGO: CGS
 MK1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1064+STABILITY: SURFACE MOTION
 MK1064
 MK1064  HISTORY     - Date     Condition        Report By
 MK1064  HISTORY     - 1935     MONUMENTED       CGS
 MK1064  HISTORY     - 1957     GOOD             CGS
 MK1064
 MK1064                          STATION DESCRIPTION
 MK1064
 MK1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1064'4 MI W FROM OAKLAND.
 MK1064'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT, 122.5
 MK1064'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF STANDARD SCHOOL,
 MK1064'DISTRICT NO. 48, 48.0 FEET NORTHWEST OF THE CENTER OF ROAD
 MK1064'CROSSING, 35.0 FEET WEST OF THE CENTER LINE OF SIDE
 MK1064'ROAD, 3.4 FEET NORTH OF THE CENTER LINE OF HIGHWAY.
 MK1064
 MK1064                          STATION RECOVERY (1957)
 MK1064
 MK1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1065 ***********************************************************************
 MK1065  DESIGNATION -  E 139 RESET
 MK1065  PID         -  MK1065
 MK1065  STATE/COUNTY-  NE/BURT
 MK1065  COUNTRY     -  US
 MK1065  USGS QUAD   -  WEST POINT SE (2017)
 MK1065
 MK1065                         *CURRENT SURVEY CONTROL
 MK1065  ______________________________________________________________________
 MK1065* NAD 83(1986) POSITION- 41 49 44.     (N) 096 32 27.     (W)   SCALED
 MK1065* NAVD 88 ORTHO HEIGHT -   399.05  (meters)     1309.2   (feet) RESET
 MK1065  ______________________________________________________________________
 MK1065  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 MK1065  VERT ORDER      -  THIRD
 MK1065
 MK1065.The horizontal coordinates were scaled from a map and have
 MK1065.an estimated accuracy of +/- 6 seconds.
 MK1065
 MK1065.The orthometric height was computed from unverified reset data.
 MK1065
 MK1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1065.GEOID18 height accuracy estimate available here.
 MK1065
 MK1065.Click photographs - Photos may exist for this station.
 MK1065
 MK1065;                    North         East    Units  Estimated Accuracy
 MK1065;SPC NE       -   227,300.      787,190.      MT  (+/- 180 meters Scaled)
 MK1065
 MK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM042337(NAD 83)
 MK1065
 MK1065                          SUPERSEDED SURVEY CONTROL
 MK1065
 MK1065  NGVD 29 (??/??/??)  398.91   (m)         1308.8    (f) RESET       3  
 MK1065
 MK1065.Superseded values are not recommended for survey control.
 MK1065
 MK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1065.See file dsdata.pdf to determine how the superseded data were derived.
 MK1065
 MK1065_MARKER: DB = BENCH MARK DISK
 MK1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1065_STAMPING: E 139 1935 RESET 1957
 MK1065_MARK LOGO: CGS
 MK1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1065+STABILITY: SURFACE MOTION
 MK1065
 MK1065  HISTORY     - Date     Condition        Report By
 MK1065  HISTORY     - 1957     MONUMENTED       CGS
 MK1065
 MK1065                          STATION DESCRIPTION
 MK1065
 MK1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1065'4 MI W FROM OAKLAND.
 MK1065'IN CUMING COUNTY, 4.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 MK1065'POST OFFICE IN OAKLAND, BURT COUNTY, 115 FEET WEST-SOUTHWEST
 MK1065'OF THE SOUTHWEST CORNER OF DISTRICT NO. 48 SCHOOL, 84 FEET NORTHWEST
 MK1065'OF CROSSROADS, 69 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9,
 MK1065'48 FEET WEST OF THE CENTER OF GRAVEL ROAD, 15 FEET WEST OF A
 MK1065'FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 MK1065'8 INCHES AND THE DISK IS STAMPED E 139 1935 RESET 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0431 ***********************************************************************
 LG0431  DESIGNATION -  E 14
 LG0431  PID         -  LG0431
 LG0431  STATE/COUNTY-  NE/SALINE
 LG0431  COUNTRY     -  US
 LG0431  USGS QUAD   -  DORCHESTER NW (2017)
 LG0431
 LG0431                         *CURRENT SURVEY CONTROL
 LG0431  ______________________________________________________________________
 LG0431* NAD 83(1986) POSITION- 40 39 30.     (N) 097 13 51.     (W)   SCALED
 LG0431* NAVD 88 ORTHO HEIGHT -   468.829 (meters)     1538.15  (feet) ADJUSTED
 LG0431  ______________________________________________________________________
 LG0431  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 LG0431  DYNAMIC HEIGHT  -        468.571 (meters)     1537.30  (feet) COMP
 LG0431  MODELED GRAVITY -    980,059.4   (mgal)                       NAVD 88
 LG0431
 LG0431  VERT ORDER      -  FIRST     CLASS II
 LG0431
 LG0431.The horizontal coordinates were scaled from a map and have
 LG0431.an estimated accuracy of +/- 6 seconds.
 LG0431
 LG0431.The orthometric height was determined by differential leveling and
 LG0431.adjusted by the NATIONAL GEODETIC SURVEY
 LG0431.in June 1991.
 LG0431
 LG0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0431.GEOID18 height accuracy estimate available here.
 LG0431
 LG0431.Click photographs - Photos may exist for this station.
 LG0431
 LG0431.The dynamic height is computed by dividing the NAVD 88
 LG0431.geopotential number by the normal gravity value computed on the
 LG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0431.degrees latitude (g = 980.6199 gals.).
 LG0431
 LG0431.The modeled gravity was interpolated from observed gravity values.
 LG0431
 LG0431;                    North         East    Units  Estimated Accuracy
 LG0431;SPC NE       -    95,350.      734,090.      MT  (+/- 180 meters Scaled)
 LG0431
 LG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL495023(NAD 83)
 LG0431
 LG0431                          SUPERSEDED SURVEY CONTROL
 LG0431
 LG0431  NGVD 29 (??/??/92)  468.664  (m)         1537.61   (f) ADJ UNCH    1 2
 LG0431
 LG0431.Superseded values are not recommended for survey control.
 LG0431
 LG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0431.See file dsdata.pdf to determine how the superseded data were derived.
 LG0431
 LG0431_MARKER: DB = BENCH MARK DISK
 LG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0431_STAMPING: 1537.438 E 14 1933
 LG0431_MARK LOGO: CGS
 LG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0431+STABILITY: SURFACE MOTION
 LG0431
 LG0431  HISTORY     - Date     Condition        Report By
 LG0431  HISTORY     - 1933     MONUMENTED       CGS
 LG0431  HISTORY     - 1940     GOOD             CGS
 LG0431  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0431
 LG0431                          STATION DESCRIPTION
 LG0431
 LG0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0431'3 MI E FROM FRIEND.
 LG0431'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0431'FROM THE STATION AT FRIEND, SALINE COUNTY, ONE RAIL WEST OF
 LG0431'SEMAPHORE S 9420, ONE RAIL EAST OF A WHISTLE POST, 20 FEET NORTH
 LG0431'OF THE TRACK, 75 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 LG0431'AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0431'STAMPED 1537.438 E 14 1933 AND SET IN THE TOP OF A CONCRETE
 LG0431'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0431
 LG0431                          STATION RECOVERY (1991)
 LG0431
 LG0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0431'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0602 ***********************************************************************
 NM0602  DESIGNATION -  E 140
 NM0602  PID         -  NM0602
 NM0602  STATE/COUNTY-  NE/THURSTON
 NM0602  COUNTRY     -  US
 NM0602  USGS QUAD   -  THURSTON (2017)
 NM0602
 NM0602                         *CURRENT SURVEY CONTROL
 NM0602  ______________________________________________________________________
 NM0602* NAD 83(1986) POSITION- 42 12 21.     (N) 096 41 46.     (W)   SCALED
 NM0602* NAVD 88 ORTHO HEIGHT -   420.990 (meters)     1381.20  (feet) ADJUSTED
 NM0602  ______________________________________________________________________
 NM0602  GEOID HEIGHT    -        -25.357 (meters)                     GEOID18
 NM0602  DYNAMIC HEIGHT  -        420.843 (meters)     1380.72  (feet) COMP
 NM0602  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 NM0602
 NM0602  VERT ORDER      -  SECOND    CLASS 0
 NM0602
 NM0602.The horizontal coordinates were scaled from a map and have
 NM0602.an estimated accuracy of +/- 6 seconds.
 NM0602
 NM0602.The orthometric height was determined by differential leveling and
 NM0602.adjusted by the NATIONAL GEODETIC SURVEY
 NM0602.in June 1991.
 NM0602
 NM0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0602.GEOID18 height accuracy estimate available here.
 NM0602
 NM0602.Click photographs - Photos may exist for this station.
 NM0602
 NM0602.The dynamic height is computed by dividing the NAVD 88
 NM0602.geopotential number by the normal gravity value computed on the
 NM0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0602.degrees latitude (g = 980.6199 gals.).
 NM0602
 NM0602.The modeled gravity was interpolated from observed gravity values.
 NM0602
 NM0602;                    North         East    Units  Estimated Accuracy
 NM0602;SPC NE       -   268,630.      772,710.      MT  (+/- 180 meters Scaled)
 NM0602
 NM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM901751(NAD 83)
 NM0602
 NM0602                          SUPERSEDED SURVEY CONTROL
 NM0602
 NM0602  NGVD 29 (??/??/92)  420.827  (m)         1380.66   (f) ADJ UNCH    2 0
 NM0602
 NM0602.Superseded values are not recommended for survey control.
 NM0602
 NM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0602.See file dsdata.pdf to determine how the superseded data were derived.
 NM0602
 NM0602_MARKER: DB = BENCH MARK DISK
 NM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0602_STAMPING: E 140 1935
 NM0602_MARK LOGO: CGS
 NM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0602+STABILITY: SURFACE MOTION
 NM0602
 NM0602  HISTORY     - Date     Condition        Report By
 NM0602  HISTORY     - 1935     MONUMENTED       CGS
 NM0602
 NM0602                          STATION DESCRIPTION
 NM0602
 NM0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0602'1.9 MI N FROM THURSTON.
 NM0602'1.9 MILES NORTH OF DEPOT ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0602'AND OMAHA RAILROAD BETWEEN LYONS AND EMERSON, 15 TELEGRAPH
 NM0602'POLES SOUTH OF MILE POST NO. 34, 58.0 FEET SOUTHEAST OF THE
 NM0602'CENTER OF CROSSING, 43.4 FEET EAST OF THE EAST RAIL, 41.0 FEET
 NM0602'SOUTH OF THE CENTER LINE OF DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1216 ***********************************************************************
 NM1216  DESIGNATION -  E 141
 NM1216  PID         -  NM1216
 NM1216  STATE/COUNTY-  NE/STANTON
 NM1216  COUNTRY     -  US
 NM1216  USGS QUAD   -  PILGER (2017)
 NM1216
 NM1216                         *CURRENT SURVEY CONTROL
 NM1216  ______________________________________________________________________
 NM1216* NAD 83(1986) POSITION- 42 00 06.     (N) 097 04 43.     (W)   SCALED
 NM1216* NAVD 88 ORTHO HEIGHT -   430.802 (meters)     1413.39  (feet) ADJUSTED
 NM1216  ______________________________________________________________________
 NM1216  GEOID HEIGHT    -        -24.825 (meters)                     GEOID18
 NM1216  DYNAMIC HEIGHT  -        430.646 (meters)     1412.88  (feet) COMP
 NM1216  MODELED GRAVITY -    980,244.9   (mgal)                       NAVD 88
 NM1216
 NM1216  VERT ORDER      -  SECOND    CLASS 0
 NM1216
 NM1216.The horizontal coordinates were scaled from a map and have
 NM1216.an estimated accuracy of +/- 6 seconds.
 NM1216
 NM1216.The orthometric height was determined by differential leveling and
 NM1216.adjusted by the NATIONAL GEODETIC SURVEY
 NM1216.in June 1991.
 NM1216
 NM1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1216.GEOID18 height accuracy estimate available here.
 NM1216
 NM1216.Click photographs - Photos may exist for this station.
 NM1216
 NM1216.The dynamic height is computed by dividing the NAVD 88
 NM1216.geopotential number by the normal gravity value computed on the
 NM1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1216.degrees latitude (g = 980.6199 gals.).
 NM1216
 NM1216.The modeled gravity was interpolated from observed gravity values.
 NM1216
 NM1216;                    North         East    Units  Estimated Accuracy
 NM1216;SPC NE       -   244,830.      741,910.      MT  (+/- 180 meters Scaled)
 NM1216
 NM1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM591517(NAD 83)
 NM1216
 NM1216                          SUPERSEDED SURVEY CONTROL
 NM1216
 NM1216  NGVD 29 (??/??/92)  430.641  (m)         1412.86   (f) ADJ UNCH    2 0
 NM1216
 NM1216.Superseded values are not recommended for survey control.
 NM1216
 NM1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1216.See file dsdata.pdf to determine how the superseded data were derived.
 NM1216
 NM1216_MARKER: DB = BENCH MARK DISK
 NM1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1216_STAMPING: E 141 1935
 NM1216_MARK LOGO: CGS
 NM1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1216+STABILITY: SURFACE MOTION
 NM1216
 NM1216  HISTORY     - Date     Condition        Report By
 NM1216  HISTORY     - 1935     MONUMENTED       CGS
 NM1216  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM1216
 NM1216                          STATION DESCRIPTION
 NM1216
 NM1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1216'1.3 MI W FROM PILGER.
 NM1216'1.3 MI W ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1216'STATION AT PILGER, STANTON COUNTY, 180 FT NW OF MILEPOST 61, 71.9
 NM1216'FT NW OF THE NW END OF BRIDGE 79-1/2, AT A DIRT-ROAD CROSSING,
 NM1216'44.5 FT N OF THE N RAIL, AND 30.5 FT W OF THE CENTER LINE OF THE
 NM1216'ROAD.  A STANDARD DISK, STAMPED E 141 1935 AND SET IN THE TOP OF
 NM1216'A CONCRETE POST.  NOTE-- TELEPHONE CABLE WAS BURIED IN THE AREA OF
 NM1216'THIS BENCH MARK.  GROUND DISTURBED AND MARK MAY BE DESTROYED.
 NM1216
 NM1216                          STATION RECOVERY (1963)
 NM1216
 NM1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0656 ***********************************************************************
 LG0656  DESIGNATION -  E 15
 LG0656  PID         -  LG0656
 LG0656  STATE/COUNTY-  NE/CLAY
 LG0656  COUNTRY     -  US
 LG0656  USGS QUAD   -  SARONVILLE (2017)
 LG0656
 LG0656                         *CURRENT SURVEY CONTROL
 LG0656  ______________________________________________________________________
 LG0656* NAD 83(1995) POSITION- 40 36 19.61172(N) 097 58 38.55649(W)   ADJUSTED
 LG0656* NAVD 88 ORTHO HEIGHT -   537.542 (meters)     1763.59  (feet) ADJUSTED
 LG0656  ______________________________________________________________________
 LG0656  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 LG0656  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 LG0656  DYNAMIC HEIGHT  -        537.245 (meters)     1762.61  (feet) COMP
 LG0656  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 LG0656
 LG0656  HORZ ORDER      -  SECOND
 LG0656  VERT ORDER      -  FIRST     CLASS II
 LG0656
 LG0656.The horizontal coordinates were established by classical geodetic methods
 LG0656.and adjusted by the National Geodetic Survey in August 1997.
 LG0656
 LG0656.The orthometric height was determined by differential leveling and
 LG0656.adjusted by the NATIONAL GEODETIC SURVEY
 LG0656.in May 1993.
 LG0656
 LG0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0656.GEOID18 height accuracy estimate available here.
 LG0656
 LG0656.Click photographs - Photos may exist for this station.
 LG0656
 LG0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0656
 LG0656.The dynamic height is computed by dividing the NAVD 88
 LG0656.geopotential number by the normal gravity value computed on the
 LG0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0656.degrees latitude (g = 980.6199 gals.).
 LG0656
 LG0656.The modeled gravity was interpolated from observed gravity values.
 LG0656
 LG0656. The following values were computed from the NAD 83(1995) position.
 LG0656
 LG0656;                    North         East     Units Scale Factor Converg.
 LG0656;SPC NE       -    87,729.272   671,131.402   MT  0.99978102   +1 20 25.4
 LG0656;SPC NE       -   287,825.12  2,201,870.27   sFT  0.99978102   +1 20 25.4
 LG0656;UTM  14      - 4,495,462.046   586,515.698   MT  0.99969213   +0 39 56.2
 LG0656
 LG0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0656!SPC NE       -   0.99991975  x   0.99978102  =   0.99970079
 LG0656!UTM  14      -   0.99991975  x   0.99969213  =   0.99961191
 LG0656
 LG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8651595462(NAD 83)
 LG0656
 LG0656                          SUPERSEDED SURVEY CONTROL
 LG0656
 LG0656  NAD 83(1986)-  40 36 19.61966(N)    097 58 38.55658(W) AD(       ) 2
 LG0656  NAD 27      -  40 36 19.57700(N)    097 58 37.38713(W) AD(       ) 2
 LG0656  NAVD 88 (06/15/91)  537.498  (m)         1763.44   (f) SUPERSEDED  1 2
 LG0656  NGVD 29 (??/??/92)  537.297  (m)         1762.78   (f) ADJ UNCH    1 2
 LG0656  NGVD 29             537.30   (m)         1762.8    (f) LEVELING    3  
 LG0656
 LG0656.Superseded values are not recommended for survey control.
 LG0656
 LG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0656.See file dsdata.pdf to determine how the superseded data were derived.
 LG0656
 LG0656_MARKER: DB = BENCH MARK DISK
 LG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0656_STAMPING: E 15 1933 1762.765
 LG0656_MARK LOGO: CGS
 LG0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0656+STABILITY: SURFACE MOTION
 LG0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0656+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 LG0656
 LG0656  HISTORY     - Date     Condition        Report By
 LG0656  HISTORY     - 1933     MONUMENTED       CGS
 LG0656  HISTORY     - 1934     GOOD             CGS
 LG0656  HISTORY     - 1966     GOOD             CGS
 LG0656  HISTORY     - 1966     GOOD             CGS
 LG0656  HISTORY     - 19911008 GOOD             NGS
 LG0656  HISTORY     - 20030204 GOOD             DUCKS
 LG0656
 LG0656                          STATION DESCRIPTION
 LG0656
 LG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0656'2 MI W FROM SHARONVILLE.
 LG0656'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0656'FROM THE STATION AT SARONVILLE, CLAY COUNTY, 0.3 MILE WEST OF
 LG0656'MILEPOST 134, 332 FEET WEST OF A ROAD CROSSING, 97.5 FEET NORTH
 LG0656'OF THE CENTERLINE OF THE TRACK, 56 FEET WEST OF A TRANSFORMER
 LG0656'BOX, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 LG0656'STANDARD DISK, STAMPED 1762.765 E 15 1933 AND SET IN THE TOP
 LG0656'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0656
 LG0656                          STATION RECOVERY (1966)
 LG0656
 LG0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0656'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LG0656'THE STATION AT SARONVILLE, CLAY COUNTY, 0.3 MILE WEST OF MILEPOST
 LG0656'134, 332 FEET WEST OF A ROAD CROSSING, 97.5 FEET NORTH OF THE
 LG0656'CENTERLINE OF THE TRACK, 56 FEET WEST OF A TRANSFORMER BOX, AND 2
 LG0656'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LG0656'STAMPED 1762.765 E 15 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0656'PROJECTING 3 INCHES ABOVE GROUND.
 LG0656
 LG0656                          STATION RECOVERY (1966)
 LG0656
 LG0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG0656'RECOVERED IN GOOD CONDITION.
 LG0656
 LG0656                          STATION RECOVERY (1991)
 LG0656
 LG0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0656'36.7 KM (22.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0656'OF U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.3 KM (0.20 MI) NORTHERLY
 LG0656'ALONG A PAVED ROAD, 99.0 M (324.8 FT) WEST OF THE ROAD CENTER, 29.0 M
 LG0656'(95.1 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LG0656'1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) SOUTH OF
 LG0656'A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 LG0656'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 LG0656
 LG0656                          STATION RECOVERY (2003)
 LG0656
 LG0656'RECOVERY NOTE BY DUCKS UNLIMITED 2003
 LG0656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0212 ***********************************************************************
 LJ0212  DESIGNATION -  E 159
 LJ0212  PID         -  LJ0212
 LJ0212  STATE/COUNTY-  NE/HITCHCOCK
 LJ0212  COUNTRY     -  US
 LJ0212  USGS QUAD   -  PALISADE (2017)
 LJ0212
 LJ0212                         *CURRENT SURVEY CONTROL
 LJ0212  ______________________________________________________________________
 LJ0212* NAD 83(1986) POSITION- 40 19 45.     (N) 101 04 13.     (W)   SCALED
 LJ0212* NAVD 88 ORTHO HEIGHT -   839.707 (meters)     2754.94  (feet) ADJUSTED
 LJ0212  ______________________________________________________________________
 LJ0212  GEOID HEIGHT    -        -23.235 (meters)                     GEOID18
 LJ0212  DYNAMIC HEIGHT  -        839.144 (meters)     2753.09  (feet) COMP
 LJ0212  MODELED GRAVITY -    979,926.4   (mgal)                       NAVD 88
 LJ0212
 LJ0212  VERT ORDER      -  SECOND    CLASS 0
 LJ0212
 LJ0212.The horizontal coordinates were scaled from a map and have
 LJ0212.an estimated accuracy of +/- 6 seconds.
 LJ0212
 LJ0212.The orthometric height was determined by differential leveling and
 LJ0212.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0212.in June 1991.
 LJ0212
 LJ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0212.GEOID18 height accuracy estimate available here.
 LJ0212
 LJ0212.Click photographs - Photos may exist for this station.
 LJ0212
 LJ0212.The dynamic height is computed by dividing the NAVD 88
 LJ0212.geopotential number by the normal gravity value computed on the
 LJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0212.degrees latitude (g = 980.6199 gals.).
 LJ0212
 LJ0212.The modeled gravity was interpolated from observed gravity values.
 LJ0212
 LJ0212;                    North         East    Units  Estimated Accuracy
 LJ0212;SPC NE       -    55,620.      409,060.      MT  (+/- 180 meters Scaled)
 LJ0212
 LJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK241663(NAD 83)
 LJ0212
 LJ0212                          SUPERSEDED SURVEY CONTROL
 LJ0212
 LJ0212  NGVD 29 (??/??/92)  839.370  (m)         2753.83   (f) ADJ UNCH    2 0
 LJ0212
 LJ0212.Superseded values are not recommended for survey control.
 LJ0212
 LJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0212.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0212
 LJ0212_MARKER: DB = BENCH MARK DISK
 LJ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0212_STAMPING: E 159 1934
 LJ0212_MARK LOGO: CGS
 LJ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0212+STABILITY: SURFACE MOTION
 LJ0212
 LJ0212  HISTORY     - Date     Condition        Report By
 LJ0212  HISTORY     - 1934     MONUMENTED       CGS
 LJ0212  HISTORY     - 1934     MARK NOT FOUND   CGS
 LJ0212
 LJ0212                          STATION DESCRIPTION
 LJ0212
 LJ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0212'2.3 MI E FROM PALISADE.
 LJ0212'2.3 MILES EAST OF RAILROAD STATION AT PALISADE ON CHICAGO,
 LJ0212'BURLINGTON AND QUINCY RAILROAD AT A CROSSING.  24 FEET NORTH OF
 LJ0212'CENTER LINE OF TRACKS, AND 60 FEET SOUTH CENTER LINE OF U.S.
 LJ0212'HIGHWAY 6.  12 FEET WEST OF CROSSING.
 LJ0212
 LJ0212                          STATION RECOVERY (1934)
 LJ0212
 LJ0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0257 ***********************************************************************
 LJ0257  DESIGNATION -  E 160 RESET
 LJ0257  PID         -  LJ0257
 LJ0257  STATE/COUNTY-  NE/PERKINS
 LJ0257  COUNTRY     -  US
 LJ0257  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0257
 LJ0257                         *CURRENT SURVEY CONTROL
 LJ0257  ______________________________________________________________________
 LJ0257* NAD 83(1986) POSITION- 40 58 27.73   (N) 101 43 41.47   (W)   HD_HELD1
 LJ0257* NAVD 88 ORTHO HEIGHT -  1044.42  (meters)     3426.6   (feet) RESET
 LJ0257  ______________________________________________________________________
 LJ0257  GEOID HEIGHT    -        -21.206 (meters)                     GEOID18
 LJ0257  VERT ORDER      -  THIRD
 LJ0257
 LJ0257.The horizontal coordinates were determined by differentially corrected
 LJ0257.hand held GPS observations or other comparable positioning techniques
 LJ0257.and have an estimated accuracy of +/- 3 meters.
 LJ0257
 LJ0257.The orthometric height was computed from unverified reset data.
 LJ0257
 LJ0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0257.GEOID18 height accuracy estimate available here.
 LJ0257
 LJ0257.Click photographs - Photos may exist for this station.
 LJ0257
 LJ0257;                    North         East    Units  Estimated Accuracy
 LJ0257;SPC NE       -   128,138.7     354,595.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0257
 LJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7045439496(NAD 83)
 LJ0257
 LJ0257                          SUPERSEDED SURVEY CONTROL
 LJ0257
 LJ0257  NGVD 29 (??/??/??) 1043.99   (m)         3425.2    (f) RESET       3  
 LJ0257
 LJ0257.Superseded values are not recommended for survey control.
 LJ0257
 LJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0257.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0257
 LJ0257_MARKER: DB = BENCH MARK DISK
 LJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0257_STAMPING: E 160 RESET 1959
 LJ0257_MARK LOGO: CGS
 LJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0257+STABILITY: SURFACE MOTION
 LJ0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0257+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2019
 LJ0257
 LJ0257  HISTORY     - Date     Condition        Report By
 LJ0257  HISTORY     - 1959     MONUMENTED       NEDR
 LJ0257  HISTORY     - 20190603 GOOD             NEGS
 LJ0257
 LJ0257                          STATION DESCRIPTION
 LJ0257
 LJ0257'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LJ0257'9.4 MI N FROM GRANT.
 LJ0257'ABOUT 9.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0257'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, AT A
 LJ0257'CROSSROAD AND SECTION CORNER, 70 FEET NORTH OF THE CENTERLINE
 LJ0257'OF THE COUNTY ROAD, AND 73 FEET EAST OF THE CENTERLINE OF THE
 LJ0257'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 LJ0257
 LJ0257                          STATION RECOVERY (2019)
 LJ0257
 LJ0257'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LJ0257'TO REACH FROM THE INTERSECTION OF NE HIGHWAY 23 AND NE HIGHWAY 61 IN
 LJ0257'GRANT, NE., GO NORTH ON NE HIGHWAY 61 APPROXIMATELY 9.4 MI (15.1 KM)
 LJ0257'TO THE STATION ON THE RIGHT (EAST).
 LJ0257'
 LJ0257'THE STATION IS IN THE NORTHEAST CORNER OF NE HIGHWAY 61 AND COUNTY
 LJ0257'ROAD 769 INTERSECTION, 16.4 FT (5.0 M) SOUTH OF THE TOP CENTER OF A
 LJ0257'GRADER BLADE, 1.4 FT (0.4 M) WEST OF THE BOTTOM OF A STEEL WITNESS
 LJ0257'POST, 0.8 FT (24 CM) WEST-NORTHWEST OF A BROKEN GRADER BLADE, 62.5 FT
 LJ0257'(19.1 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 769, 33.1 FT (10.1 M)
 LJ0257'NORTH OF THE TOP CENTER OF A ROW MARKER WITH A GRADER BLADE AND 74.0
 LJ0257'FT (22.6 M) EAST OF THE CENTERLINE OF NE HIGHWAY 61 AT MILE POST
 LJ0257'76.66.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0274 ***********************************************************************
 LJ0274  DESIGNATION -  E 161
 LJ0274  PID         -  LJ0274
 LJ0274  STATE/COUNTY-  NE/PERKINS
 LJ0274  COUNTRY     -  US
 LJ0274  USGS QUAD   -  BRANDON (2017)
 LJ0274
 LJ0274                         *CURRENT SURVEY CONTROL
 LJ0274  ______________________________________________________________________
 LJ0274* NAD 83(1986) POSITION- 40 48 17.     (N) 101 54 29.     (W)   SCALED
 LJ0274* NAVD 88 ORTHO HEIGHT -  1070.912 (meters)     3513.48  (feet) ADJUSTED
 LJ0274  ______________________________________________________________________
 LJ0274  GEOID HEIGHT    -        -21.235 (meters)                     GEOID18
 LJ0274  DYNAMIC HEIGHT  -       1070.191 (meters)     3511.12  (feet) COMP
 LJ0274  MODELED GRAVITY -    979,914.8   (mgal)                       NAVD 88
 LJ0274
 LJ0274  VERT ORDER      -  SECOND    CLASS 0
 LJ0274
 LJ0274.The horizontal coordinates were scaled from a map and have
 LJ0274.an estimated accuracy of +/- 6 seconds.
 LJ0274
 LJ0274.The orthometric height was determined by differential leveling and
 LJ0274.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0274.in June 1991.
 LJ0274
 LJ0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0274.GEOID18 height accuracy estimate available here.
 LJ0274
 LJ0274.Click photographs - Photos may exist for this station.
 LJ0274
 LJ0274.The dynamic height is computed by dividing the NAVD 88
 LJ0274.geopotential number by the normal gravity value computed on the
 LJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0274.degrees latitude (g = 980.6199 gals.).
 LJ0274
 LJ0274.The modeled gravity was interpolated from observed gravity values.
 LJ0274
 LJ0274;                    North         East    Units  Estimated Accuracy
 LJ0274;SPC NE       -   109,630.      339,050.      MT  (+/- 180 meters Scaled)
 LJ0274
 LJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL546211(NAD 83)
 LJ0274
 LJ0274                          SUPERSEDED SURVEY CONTROL
 LJ0274
 LJ0274  NGVD 29 (??/??/92) 1070.477  (m)         3512.06   (f) ADJ UNCH    2 0
 LJ0274
 LJ0274.Superseded values are not recommended for survey control.
 LJ0274
 LJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0274.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0274
 LJ0274_MARKER: DB = BENCH MARK DISK
 LJ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0274_STAMPING: E 161 1934
 LJ0274_MARK LOGO: CGS
 LJ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0274+STABILITY: SURFACE MOTION
 LJ0274
 LJ0274  HISTORY     - Date     Condition        Report By
 LJ0274  HISTORY     - 1934     MONUMENTED       CGS
 LJ0274  HISTORY     - 1941     GOOD             CGS
 LJ0274
 LJ0274                          STATION DESCRIPTION
 LJ0274
 LJ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0274'7.6 MI E FROM VENANGO.
 LJ0274'7.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0274'FROM THE POST OFFICE AT VENANGO, PERKINS COUNTY, 0.2 MILE EAST
 LJ0274'OF THE STATION AT BRANDON, 5 RAILS WEST OF MILEPOST 154, 90 FEET
 LJ0274'NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, 39 FEET SOUTH OF
 LJ0274'THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 LJ0274'A STANDARD DISK, STAMPED E 161 1934 AND SET IN THE TOP OF A
 LJ0274'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0244 ***********************************************************************
 LJ0244  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0244  DESIGNATION -  E 162
 LJ0244  PID         -  LJ0244
 LJ0244  STATE/COUNTY-  NE/DUNDY
 LJ0244  COUNTRY     -  US
 LJ0244  USGS QUAD   -  ARROWHEAD LAKE (2017)
 LJ0244
 LJ0244                         *CURRENT SURVEY CONTROL
 LJ0244  ______________________________________________________________________
 LJ0244* NAD 83(2011) POSITION- 40 13 19.07119(N) 101 30 40.84529(W)   ADJUSTED
 LJ0244* NAD 83(2011) ELLIP HT-   960.062 (meters)        (06/27/12)   ADJUSTED
 LJ0244* NAD 83(2011) EPOCH   -  2010.00
 LJ0244* NAVD 88 ORTHO HEIGHT -   982.996 (meters)     3225.05  (feet) ADJUSTED
 LJ0244  ______________________________________________________________________
 LJ0244  GEOID HEIGHT    -        -22.926 (meters)                     GEOID18
 LJ0244  NAD 83(2011) X  -   -973,375.895 (meters)                     COMP
 LJ0244  NAD 83(2011) Y  - -4,779,450.705 (meters)                     COMP
 LJ0244  NAD 83(2011) Z  -  4,097,454.875 (meters)                     COMP
 LJ0244  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 LJ0244  DYNAMIC HEIGHT  -        982.298 (meters)     3222.76  (feet) COMP
 LJ0244  MODELED GRAVITY -    979,881.9   (mgal)                       NAVD 88
 LJ0244
 LJ0244  VERT ORDER      -  SECOND    CLASS 0
 LJ0244
 LJ0244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0244  Standards:
 LJ0244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0244  -------------------------------------------------------------------
 LJ0244  NETWORK    0.45   1.20           0.21   0.15   0.61     -0.07664169
 LJ0244  -------------------------------------------------------------------
 LJ0244  Click here for local accuracies and other accuracy information.
 LJ0244
 LJ0244.The horizontal coordinates were established by GPS observations
 LJ0244.and adjusted by the National Geodetic Survey in June 2012.
 LJ0244
 LJ0244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0244.been affixed to the stable North American tectonic plate. See 
 LJ0244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0244
 LJ0244.The horizontal coordinates are valid at the epoch date displayed above
 LJ0244.which is a decimal equivalence of Year/Month/Day.
 LJ0244
 LJ0244.The orthometric height was determined by differential leveling and
 LJ0244.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0244.in June 1991.
 LJ0244
 LJ0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0244.GEOID18 height accuracy estimate available here.
 LJ0244
 LJ0244.Click photographs - Photos may exist for this station.
 LJ0244
 LJ0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0244
 LJ0244.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0244
 LJ0244.The ellipsoidal height was determined by GPS observations
 LJ0244.and is referenced to NAD 83.
 LJ0244
 LJ0244.The dynamic height is computed by dividing the NAVD 88
 LJ0244.geopotential number by the normal gravity value computed on the
 LJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0244.degrees latitude (g = 980.6199 gals.).
 LJ0244
 LJ0244.The modeled gravity was interpolated from observed gravity values.
 LJ0244
 LJ0244. The following values were computed from the NAD 83(2011) position.
 LJ0244
 LJ0244;                    North         East     Units Scale Factor Converg.
 LJ0244;SPC NE       -    44,275.467   371,377.703   MT  0.99990703   -1 00 05.6
 LJ0244;SPC NE       -   145,260.43  1,218,428.35   sFT  0.99990703   -1 00 05.6
 LJ0244;UTM  14      - 4,455,418.661   286,316.479   MT  1.00016212   -1 37 20.3
 LJ0244
 LJ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0244!SPC NE       -   0.99984941  x   0.99990703  =   0.99975646
 LJ0244!UTM  14      -   0.99984941  x   1.00016212  =   1.00001151
 LJ0244
 LJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8631655418(NAD 83)
 LJ0244
 LJ0244                          SUPERSEDED SURVEY CONTROL
 LJ0244
 LJ0244  NAD 83(2007)-  40 13 19.07105(N)    101 30 40.84612(W) AD(2002.00) 0
 LJ0244  ELLIP H (02/10/07)  960.088  (m)                       GP(2002.00)    
 LJ0244  ELLIP H (09/24/01)  960.071  (m)                       GP(       ) 4 1
 LJ0244  NAD 83(1995)-  40 13 19.07060(N)    101 30 40.84565(W) AD(       ) B
 LJ0244  ELLIP H (06/25/96)  960.120  (m)                       GP(       ) 1 1
 LJ0244  NAVD 88             983.00   (m)         3225.1    (f) LEVELING    3  
 LJ0244  NGVD 29 (??/??/92)  982.622  (m)         3223.82   (f) ADJ UNCH    2 0
 LJ0244
 LJ0244.Superseded values are not recommended for survey control.
 LJ0244
 LJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0244.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0244
 LJ0244_MARKER: DB = BENCH MARK DISK
 LJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0244_STAMPING: E 162 1934
 LJ0244_MARK LOGO: CGS
 LJ0244_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0244+STABILITY: SURFACE MOTION
 LJ0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0244+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 LJ0244
 LJ0244  HISTORY     - Date     Condition        Report By
 LJ0244  HISTORY     - 1934     MONUMENTED       CGS
 LJ0244  HISTORY     - 1941     GOOD             CGS
 LJ0244  HISTORY     - 19950425 GOOD             NGS
 LJ0244  HISTORY     - 20070320 GOOD             NEDR
 LJ0244  HISTORY     - 20130107 GOOD             INDIV
 LJ0244  HISTORY     - 20130110 GOOD             INDIV
 LJ0244
 LJ0244                          STATION DESCRIPTION
 LJ0244
 LJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0244'12.5 MI N FROM BENKELMAN.
 LJ0244'12.5 MILES NORTH ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0244'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, IN
 LJ0244'SOUTHWEST CORNER SECTION 16, T 3 N, R 37 W, ABOUT 1/4 MILE
 LJ0244'WEST OF A FARMHOUSE, 27 FEET NORTH OF THE CENTERLINE OF A
 LJ0244'CROSS ROAD, 69 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0244'AND 1 FOOT INSIDE OF THE PROPERTY LINE.  A STANDARD DISK,
 LJ0244'STAMPED E 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0244
 LJ0244                          STATION RECOVERY (1995)
 LJ0244
 LJ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0244'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 36, STATE HIGHWAY
 LJ0244'61 AND STATE ROAD 29A SPUR AT THE EAST EDGE OF BENKELMAN, GO NORTH ON
 LJ0244'HIGHWAY 61 FOR 11.0 MI (17.7 KM) TO A SIDE ROAD ON THE RIGHT.  TURN
 LJ0244'RIGHT AND GO EAST ON A GRAVELED COUNTY ROAD FOR 1.0 MI (1.6 KM) TO A
 LJ0244'CROSSROAD AND THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION, ON
 LJ0244'COUNTY ROAD RIGHT-OF-WAY AND IN THE SOUTHWEST CORNER OF SEC16, T3N,
 LJ0244'R37W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LJ0244'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND.  IT IS 75.5 FT (23.0 M) EAST
 LJ0244'FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 36.0 FT (11.0 M) NORTH
 LJ0244'FROM THE CENTERLINE OF THE EAST/WEST ROAD, 32.3 FT (9.8 M) EAST FROM A
 LJ0244'GUYED UTILITY POLE, 20.3 FT (6.2 M) SOUTH-SOUTHEAST FROM A WARNING
 LJ0244'SIGN POST FOR A KANSAS/NEBRASKA COMPANY HIGH PRESSURE GAS LINE, 3.0 FT
 LJ0244'(0.9 M) WEST FROM A WITNESS POST, 1.8 FT (0.5 M) SOUTH FROM THE NORTH
 LJ0244'RIGHT-OF-WAY FENCE AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE EAST/WEST
 LJ0244'ROAD.  A LENGTH OF REBAR WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
 LJ0244
 LJ0244                          STATION RECOVERY (2007)
 LJ0244
 LJ0244'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AB)
 LJ0244'RECOVERED IN GOOD CONDITION.
 LJ0244
 LJ0244                          STATION RECOVERY (2013)
 LJ0244
 LJ0244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (NK)
 LJ0244'FOUND IN GOOD CONDITION.
 LJ0244
 LJ0244                          STATION RECOVERY (2013)
 LJ0244
 LJ0244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (NK)
 LJ0244'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0167 ***********************************************************************
 LJ0167  DESIGNATION -  E 163
 LJ0167  PID         -  LJ0167
 LJ0167  STATE/COUNTY-  NE/LINCOLN
 LJ0167  COUNTRY     -  US
 LJ0167  USGS QUAD   -  MELTON RANCH AIRPORT (2017)
 LJ0167
 LJ0167                         *CURRENT SURVEY CONTROL
 LJ0167  ______________________________________________________________________
 LJ0167* NAD 83(1986) POSITION- 40 49 01.     (N) 101 06 53.     (W)   SCALED
 LJ0167* NAVD 88 ORTHO HEIGHT -   923.223 (meters)     3028.94  (feet) ADJUSTED
 LJ0167  ______________________________________________________________________
 LJ0167  GEOID HEIGHT    -        -22.425 (meters)                     GEOID18
 LJ0167  DYNAMIC HEIGHT  -        922.621 (meters)     3026.97  (feet) COMP
 LJ0167  MODELED GRAVITY -    979,940.8   (mgal)                       NAVD 88
 LJ0167
 LJ0167  VERT ORDER      -  SECOND    CLASS 0
 LJ0167
 LJ0167.The horizontal coordinates were scaled from a map and have
 LJ0167.an estimated accuracy of +/- 6 seconds.
 LJ0167
 LJ0167.The orthometric height was determined by differential leveling and
 LJ0167.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0167.in June 1991.
 LJ0167
 LJ0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0167.GEOID18 height accuracy estimate available here.
 LJ0167
 LJ0167.Click photographs - Photos may exist for this station.
 LJ0167
 LJ0167.The dynamic height is computed by dividing the NAVD 88
 LJ0167.geopotential number by the normal gravity value computed on the
 LJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0167.degrees latitude (g = 980.6199 gals.).
 LJ0167
 LJ0167.The modeled gravity was interpolated from observed gravity values.
 LJ0167
 LJ0167;                    North         East    Units  Estimated Accuracy
 LJ0167;SPC NE       -   109,810.      405,980.      MT  (+/- 180 meters Scaled)
 LJ0167
 LJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL216205(NAD 83)
 LJ0167
 LJ0167                          SUPERSEDED SURVEY CONTROL
 LJ0167
 LJ0167  NGVD 29 (??/??/92)  922.834  (m)         3027.66   (f) ADJ UNCH    2 0
 LJ0167
 LJ0167.Superseded values are not recommended for survey control.
 LJ0167
 LJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0167.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0167
 LJ0167_MARKER: DB = BENCH MARK DISK
 LJ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0167_STAMPING: E 163 1934
 LJ0167_MARK LOGO: CGS
 LJ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0167+STABILITY: SURFACE MOTION
 LJ0167
 LJ0167  HISTORY     - Date     Condition        Report By
 LJ0167  HISTORY     - 1934     MONUMENTED       CGS
 LJ0167  HISTORY     - 1941     GOOD             CGS
 LJ0167
 LJ0167                          STATION DESCRIPTION
 LJ0167
 LJ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0167'3.2 MI W FROM WALLACE.
 LJ0167'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0167'FROM THE STATION AT WALLACE, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0167'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTH OF THE
 LJ0167'CENTERLINE OF THE TRACK, 12 FEET NORTHWEST OF A FENCE CORNER, 9
 LJ0167'FEET NORTH OF THE WIRE FENCE, AND FLUSH WITH THE GROUND.  A
 LJ0167'STANDARD DISK, STAMPED E 163 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0167'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0814 ***********************************************************************
 LH0814  DESIGNATION -  E 164
 LH0814  PID         -  LH0814
 LH0814  STATE/COUNTY-  NE/GOSPER
 LH0814  COUNTRY     -  US
 LH0814  USGS QUAD   -  BERTRAND (2017)
 LH0814
 LH0814                         *CURRENT SURVEY CONTROL
 LH0814  ______________________________________________________________________
 LH0814* NAD 83(1986) POSITION- 40 32 20.55   (N) 099 39 38.97   (W)   HD_HELD1
 LH0814* NAVD 88 ORTHO HEIGHT -   767.286 (meters)     2517.34  (feet) ADJUSTED
 LH0814  ______________________________________________________________________
 LH0814  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 LH0814  DYNAMIC HEIGHT  -        766.799 (meters)     2515.74  (feet) COMP
 LH0814  MODELED GRAVITY -    979,965.3   (mgal)                       NAVD 88
 LH0814
 LH0814  VERT ORDER      -  SECOND    CLASS 0
 LH0814
 LH0814.The horizontal coordinates were determined by differentially corrected
 LH0814.hand held GPS observations or other comparable positioning techniques
 LH0814.and have an estimated accuracy of +/- 3 meters.
 LH0814
 LH0814.The orthometric height was determined by differential leveling and
 LH0814.adjusted by the NATIONAL GEODETIC SURVEY
 LH0814.in June 1991.
 LH0814
 LH0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0814.GEOID18 height accuracy estimate available here.
 LH0814
 LH0814.Click photographs - Photos may exist for this station.
 LH0814
 LH0814.The dynamic height is computed by dividing the NAVD 88
 LH0814.geopotential number by the normal gravity value computed on the
 LH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0814.degrees latitude (g = 980.6199 gals.).
 LH0814
 LH0814.The modeled gravity was interpolated from observed gravity values.
 LH0814
 LH0814;                    North         East    Units  Estimated Accuracy
 LH0814;SPC NE       -    78,411.2     528,728.6     MT  (+/- 3 meters HH1 GPS) 
 LH0814
 LH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4403887798(NAD 83)
 LH0814
 LH0814                          SUPERSEDED SURVEY CONTROL
 LH0814
 LH0814  NGVD 29 (??/??/92)  766.979  (m)         2516.33   (f) ADJ UNCH    2 0
 LH0814
 LH0814.Superseded values are not recommended for survey control.
 LH0814
 LH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0814.See file dsdata.pdf to determine how the superseded data were derived.
 LH0814
 LH0814_MARKER: DB = BENCH MARK DISK
 LH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0814_STAMPING: E 164 1934
 LH0814_MARK LOGO: CGS
 LH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0814+STABILITY: SURFACE MOTION
 LH0814
 LH0814  HISTORY     - Date     Condition        Report By
 LH0814  HISTORY     - 1934     MONUMENTED       CGS
 LH0814
 LH0814                          STATION DESCRIPTION
 LH0814
 LH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0814'1.7 MI W FROM BERTRAND.
 LH0814'IN GOSPER COUNTY, 1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0814'AND QUINCY RAILROAD FROM THE CITY WATER TOWER AT BERTRAND, PHELPS
 LH0814'COUNTY, 4 FEET NORTH OF MILEPOST 17, AT A ROAD CROSSING, 45
 LH0814'FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 LH0814'CENTERLINE OF THE TRACK, AND 45 FEET NORTH OF THE CENTERLINE
 LH0814'OF STATE HIGHWAY 23.  A STANDARD DISK, STAMPED E 164 1934
 LH0814'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0130 ***********************************************************************
 LJ0130  DESIGNATION -  E 165
 LJ0130  PID         -  LJ0130
 LJ0130  STATE/COUNTY-  NE/FRONTIER
 LJ0130  COUNTRY     -  US
 LJ0130  USGS QUAD   -  CURTIS (2017)
 LJ0130
 LJ0130                         *CURRENT SURVEY CONTROL
 LJ0130  ______________________________________________________________________
 LJ0130* NAD 83(1986) POSITION- 40 38 45.     (N) 100 36 38.     (W)   SCALED
 LJ0130* NAVD 88 ORTHO HEIGHT -   808.002 (meters)     2650.92  (feet) ADJUSTED
 LJ0130  ______________________________________________________________________
 LJ0130  GEOID HEIGHT    -        -23.118 (meters)                     GEOID18
 LJ0130  DYNAMIC HEIGHT  -        807.496 (meters)     2649.26  (feet) COMP
 LJ0130  MODELED GRAVITY -    979,971.6   (mgal)                       NAVD 88
 LJ0130
 LJ0130  VERT ORDER      -  SECOND    CLASS 0
 LJ0130
 LJ0130.The horizontal coordinates were scaled from a map and have
 LJ0130.an estimated accuracy of +/- 6 seconds.
 LJ0130
 LJ0130.The orthometric height was determined by differential leveling and
 LJ0130.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0130.in June 1991.
 LJ0130
 LJ0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0130.GEOID18 height accuracy estimate available here.
 LJ0130
 LJ0130.Click photographs - Photos may exist for this station.
 LJ0130
 LJ0130.The dynamic height is computed by dividing the NAVD 88
 LJ0130.geopotential number by the normal gravity value computed on the
 LJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0130.degrees latitude (g = 980.6199 gals.).
 LJ0130
 LJ0130.The modeled gravity was interpolated from observed gravity values.
 LJ0130
 LJ0130;                    North         East    Units  Estimated Accuracy
 LJ0130;SPC NE       -    90,390.      448,370.      MT  (+/- 180 meters Scaled)
 LJ0130
 LJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL638006(NAD 83)
 LJ0130
 LJ0130                          SUPERSEDED SURVEY CONTROL
 LJ0130
 LJ0130  NGVD 29 (??/??/92)  807.650  (m)         2649.77   (f) ADJ UNCH    2 0
 LJ0130
 LJ0130.Superseded values are not recommended for survey control.
 LJ0130
 LJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0130.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0130
 LJ0130_MARKER: DB = BENCH MARK DISK
 LJ0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0130_SP_SET: BRIDGE
 LJ0130_STAMPING: E 165 1934
 LJ0130_MARK LOGO: CGS
 LJ0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0130
 LJ0130  HISTORY     - Date     Condition        Report By
 LJ0130  HISTORY     - 1934     MONUMENTED       CGS
 LJ0130  HISTORY     - 1979     GOOD             NEDR
 LJ0130
 LJ0130                          STATION DESCRIPTION
 LJ0130
 LJ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0130'1 MI SE FROM MAYWOOD.
 LJ0130'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0130'RAILROAD FROM THE STATION AT MAYWOOD, FRONTIER COUNTY, 100 FEET
 LJ0130'WEST OF THE CENTERLINE OF THE TRACK, AT A CONCRETE BRIDGE ON
 LJ0130'STATE HIGHWAY 23, AND IN THE TOP OF THE WEST HEADWALL.  A
 LJ0130'STANDARD DISK, STAMPED E 165 1934.
 LJ0130
 LJ0130                          STATION RECOVERY (1979)
 LJ0130
 LJ0130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1979
 LJ0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0761 ***********************************************************************
 LH0761  DESIGNATION -  E 166
 LH0761  PID         -  LH0761
 LH0761  STATE/COUNTY-  NE/HARLAN
 LH0761  COUNTRY     -  US
 LH0761  USGS QUAD   -  MASCOT (2017)
 LH0761
 LH0761                         *CURRENT SURVEY CONTROL
 LH0761  ______________________________________________________________________
 LH0761* NAD 83(1986) POSITION- 40 19 18.     (N) 099 31 48.     (W)   SCALED
 LH0761* NAVD 88 ORTHO HEIGHT -   678.928 (meters)     2227.45  (feet) ADJUSTED
 LH0761  ______________________________________________________________________
 LH0761  GEOID HEIGHT    -        -24.795 (meters)                     GEOID18
 LH0761  DYNAMIC HEIGHT  -        678.511 (meters)     2226.08  (feet) COMP
 LH0761  MODELED GRAVITY -    979,989.1   (mgal)                       NAVD 88
 LH0761
 LH0761  VERT ORDER      -  SECOND    CLASS 0
 LH0761
 LH0761.The horizontal coordinates were scaled from a map and have
 LH0761.an estimated accuracy of +/- 6 seconds.
 LH0761
 LH0761.The orthometric height was determined by differential leveling and
 LH0761.adjusted by the NATIONAL GEODETIC SURVEY
 LH0761.in June 1991.
 LH0761
 LH0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0761.GEOID18 height accuracy estimate available here.
 LH0761
 LH0761.Click photographs - Photos may exist for this station.
 LH0761
 LH0761.The dynamic height is computed by dividing the NAVD 88
 LH0761.geopotential number by the normal gravity value computed on the
 LH0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0761.degrees latitude (g = 980.6199 gals.).
 LH0761
 LH0761.The modeled gravity was interpolated from observed gravity values.
 LH0761
 LH0761;                    North         East    Units  Estimated Accuracy
 LH0761;SPC NE       -    54,330.      539,940.      MT  (+/- 180 meters Scaled)
 LH0761
 LH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK549635(NAD 83)
 LH0761
 LH0761                          SUPERSEDED SURVEY CONTROL
 LH0761
 LH0761  NGVD 29 (??/??/92)  678.660  (m)         2226.57   (f) ADJ UNCH    2 0
 LH0761
 LH0761.Superseded values are not recommended for survey control.
 LH0761
 LH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0761.See file dsdata.pdf to determine how the superseded data were derived.
 LH0761
 LH0761_MARKER: DB = BENCH MARK DISK
 LH0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0761_STAMPING: E 166 1934
 LH0761_MARK LOGO: CGS
 LH0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0761+STABILITY: SURFACE MOTION
 LH0761
 LH0761  HISTORY     - Date     Condition        Report By
 LH0761  HISTORY     - 1934     MONUMENTED       CGS
 LH0761  HISTORY     - 1931     GOOD             LOCENG
 LH0761
 LH0761                          STATION DESCRIPTION
 LH0761
 LH0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0761'3.9 MI NE FROM MASCOT.
 LH0761'3.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0761'RAILROAD FROM THE STATION AT MASCOT, HARLAN COUNTY, 3 POLES
 LH0761'NORTH OF MILEPOST 223, AT AN EAST-AND-WEST ROAD CROSSING, 42
 LH0761'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 30 FEET NORTH
 LH0761'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LH0761'E 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0761
 LH0761                          STATION RECOVERY (1931)
 LH0761
 LH0761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 LH0761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0693 ***********************************************************************
 LH0693  DESIGNATION -  E 167
 LH0693  PID         -  LH0693
 LH0693  STATE/COUNTY-  NE/HARLAN
 LH0693  COUNTRY     -  US
 LH0693  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH0693
 LH0693                         *CURRENT SURVEY CONTROL
 LH0693  ______________________________________________________________________
 LH0693* NAD 83(1986) POSITION- 40 04 37.     (N) 099 11 24.     (W)   SCALED
 LH0693* NAVD 88 ORTHO HEIGHT -   576.819 (meters)     1892.45  (feet) ADJUSTED
 LH0693  ______________________________________________________________________
 LH0693  GEOID HEIGHT    -        -25.471 (meters)                     GEOID18
 LH0693  DYNAMIC HEIGHT  -        576.457 (meters)     1891.26  (feet) COMP
 LH0693  MODELED GRAVITY -    979,980.6   (mgal)                       NAVD 88
 LH0693
 LH0693  VERT ORDER      -  SECOND    CLASS 0
 LH0693
 LH0693.The horizontal coordinates were scaled from a map and have
 LH0693.an estimated accuracy of +/- 6 seconds.
 LH0693
 LH0693.The orthometric height was determined by differential leveling and
 LH0693.adjusted by the NATIONAL GEODETIC SURVEY
 LH0693.in June 1991.
 LH0693
 LH0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0693.GEOID18 height accuracy estimate available here.
 LH0693
 LH0693.Click photographs - Photos may exist for this station.
 LH0693
 LH0693.The dynamic height is computed by dividing the NAVD 88
 LH0693.geopotential number by the normal gravity value computed on the
 LH0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0693.degrees latitude (g = 980.6199 gals.).
 LH0693
 LH0693.The modeled gravity was interpolated from observed gravity values.
 LH0693
 LH0693;                    North         East    Units  Estimated Accuracy
 LH0693;SPC NE       -    27,370.      569,090.      MT  (+/- 180 meters Scaled)
 LH0693
 LH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK837363(NAD 83)
 LH0693
 LH0693                          SUPERSEDED SURVEY CONTROL
 LH0693
 LH0693  NGVD 29 (??/??/92)  576.573  (m)         1891.64   (f) ADJ UNCH    2 0
 LH0693
 LH0693.Superseded values are not recommended for survey control.
 LH0693
 LH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0693.See file dsdata.pdf to determine how the superseded data were derived.
 LH0693
 LH0693_MARKER: DB = BENCH MARK DISK
 LH0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0693_SP_SET: PIER
 LH0693_STAMPING: E 167 1934
 LH0693_MARK LOGO: CGS
 LH0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0693
 LH0693  HISTORY     - Date     Condition        Report By
 LH0693  HISTORY     - 1934     MONUMENTED       CGS
 LH0693  HISTORY     - 1941     GOOD             USGS
 LH0693
 LH0693                          STATION DESCRIPTION
 LH0693
 LH0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0693'4 MI E FROM REPUBLICAN CITY.
 LH0693'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0693'FROM THE STATION AT REPUBLICAN CITY, HARLAN COUNTY, 100 FEET
 LH0693'NORTH OF THE CENTER LINE OF RAILROAD BRIDGE NO. 231.53, AT THE
 LH0693'SOUTHWEST CORNER OF A BRIDGE ON STATE HIGHWAY 3, AND IN THE TOP
 LH0693'OF THE CONCRETE PIER.  A STANDARD DISK, STAMPED E 167 1934.
 LH0693
 LH0693                          STATION RECOVERY (1941)
 LH0693
 LH0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 LH0693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0591 ***********************************************************************
 LH0591  DESIGNATION -  E 168 RESET
 LH0591  PID         -  LH0591
 LH0591  STATE/COUNTY-  NE/KEARNEY
 LH0591  COUNTRY     -  US
 LH0591  USGS QUAD   -  KEARNEY SE (2017)
 LH0591
 LH0591                         *CURRENT SURVEY CONTROL
 LH0591  ______________________________________________________________________
 LH0591* NAD 83(1986) POSITION- 40 36 17.01   (N) 099 05 04.21   (W)   HD_HELD1
 LH0591* NAVD 88 ORTHO HEIGHT -   657.42  (meters)     2156.9   (feet) RESET
 LH0591  ______________________________________________________________________
 LH0591  GEOID HEIGHT    -        -24.716 (meters)                     GEOID18
 LH0591  VERT ORDER      -  THIRD
 LH0591
 LH0591.The horizontal coordinates were determined by differentially corrected
 LH0591.hand held GPS observations or other comparable positioning techniques
 LH0591.and have an estimated accuracy of +/- 3 meters.
 LH0591
 LH0591.The orthometric height was computed from unverified reset data.
 LH0591
 LH0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0591.GEOID18 height accuracy estimate available here.
 LH0591
 LH0591.Click photographs - Photos may exist for this station.
 LH0591
 LH0591;                    North         East    Units  Estimated Accuracy
 LH0591;SPC NE       -    86,057.3     577,465.4     MT  (+/- 3 meters HH1 GPS) 
 LH0591
 LH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9285094882(NAD 83)
 LH0591
 LH0591                          SUPERSEDED SURVEY CONTROL
 LH0591
 LH0591  NGVD 29 (??/??/??)  657.15   (m)         2156.0    (f) RESET       3  
 LH0591
 LH0591.Superseded values are not recommended for survey control.
 LH0591
 LH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0591.See file dsdata.pdf to determine how the superseded data were derived.
 LH0591
 LH0591_MARKER: DB = BENCH MARK DISK
 LH0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0591_STAMPING: E 168 1934 RESET 1961
 LH0591_MARK LOGO: CGS
 LH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0591+STABILITY: SURFACE MOTION
 LH0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0591+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2021
 LH0591
 LH0591  HISTORY     - Date     Condition        Report By
 LH0591  HISTORY     - 1961     MONUMENTED       CGS
 LH0591  HISTORY     - 1974     GOOD             NGS
 LH0591  HISTORY     - 20210922 GOOD             NEGS
 LH0591
 LH0591                          STATION DESCRIPTION
 LH0591
 LH0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0591'6.6 MI S FROM KEARNEY.
 LH0591'6.6 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LH0591'KEARNEY, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5
 LH0591'FEET NORTH OF A CORNER POST OF THE SOUTH FENCE LINE OF A DOUBLE
 LH0591'FENCE LINE TO THE EAST, 1.0 FEET WEST OF THE NORTH-SOUTH FENCE
 LH0591'ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAY, 8.0 FEET NORTH OF A
 LH0591'LINE WITH THE SOUTH EDGE OF A TIMBER SHELTER BELT WEST OF THE
 LH0591'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LH0591'ABOVE THE GROUND.
 LH0591
 LH0591                          STATION RECOVERY (1974)
 LH0591
 LH0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LH0591'RECOVERED IN GOOD CONDITION.
 LH0591
 LH0591                          STATION RECOVERY (2021)
 LH0591
 LH0591'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0591'FROM THE INTERSECTION OF INTERSTATE 80 AND NE. HWY. 44 SOUTH OF
 LH0591'KEARNEY, NE., GO SOUTH ON NE. HWY. 44 APPROX. 4.5 MI (7.2 KM) TO MILE
 LH0591'POST 44.88 AND THE MARK ON THE LEFT (EAST) SIDE OF NE. HWY 44.
 LH0591'
 LH0591'THE MARK IS APPROX. 75 FT (22.9 M) EAST OF THE CENTERLINE OF NE. HWY
 LH0591'44, 315 FT (96.0 M) SOUTH OF THE CENTERLINE OF A FIELD DRIVE (EAST),
 LH0591'10 FT (3.0 M) NORTH OF A YELLOW CONCRETE ROW MARKER AND 1.0 FT (0.3 M)
 LH0591'WEST OF ROW FENCE AND AN ORANGE FIBERGLASS WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0350 ***********************************************************************
 LH0350  DESIGNATION -  E 169 RESET
 LH0350  PID         -  LH0350
 LH0350  STATE/COUNTY-  NE/FRANKLIN
 LH0350  COUNTRY     -  US
 LH0350  USGS QUAD   -  MACON (2017)
 LH0350
 LH0350                         *CURRENT SURVEY CONTROL
 LH0350  ______________________________________________________________________
 LH0350* NAD 83(1986) POSITION- 40 11 25.     (N) 098 57 09.     (W)   SCALED
 LH0350* NAVD 88 ORTHO HEIGHT -   643.24  (meters)     2110.4   (feet) RESET
 LH0350  ______________________________________________________________________
 LH0350  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 LH0350  VERT ORDER      -  THIRD
 LH0350
 LH0350.The horizontal coordinates were scaled from a map and have
 LH0350.an estimated accuracy of +/- 6 seconds.
 LH0350
 LH0350.The orthometric height was computed from unverified reset data.
 LH0350
 LH0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0350.GEOID18 height accuracy estimate available here.
 LH0350
 LH0350.Click photographs - Photos may exist for this station.
 LH0350
 LH0350;                    North         East    Units  Estimated Accuracy
 LH0350;SPC NE       -    40,170.      589,190.      MT  (+/- 180 meters Scaled)
 LH0350
 LH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040488(NAD 83)
 LH0350
 LH0350                          SUPERSEDED SURVEY CONTROL
 LH0350
 LH0350  NGVD 29 (??/??/??)  642.99   (m)         2109.5    (f) RESET       3  
 LH0350
 LH0350.Superseded values are not recommended for survey control.
 LH0350
 LH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0350.See file dsdata.pdf to determine how the superseded data were derived.
 LH0350
 LH0350_MARKER: DB = BENCH MARK DISK
 LH0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0350_STAMPING: E 169 RESET 1947
 LH0350_MARK LOGO: CGS
 LH0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0350+STABILITY: SURFACE MOTION
 LH0350
 LH0350  HISTORY     - Date     Condition        Report By
 LH0350  HISTORY     - 1947     MONUMENTED       NEDR
 LH0350
 LH0350                          STATION DESCRIPTION
 LH0350
 LH0350'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0350'7 MI N FROM FRANKLIN.
 LH0350'7.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0350'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0350'COUNTY, ABOUT 1 MILE SOUTH OF MACON, AT THE INTERSECTION OF A
 LH0350'COUNTY ROAD, 156.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0350'33 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, NEAR
 LH0350'A SECTION CORNER, AND AT AN EAST-AND-WEST FENCE.  A STANDARD
 LH0350'DISK, STAMPED E 169 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 LH0350'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0559 ***********************************************************************
 ML0559  DESIGNATION -  E 17
 ML0559  PID         -  ML0559
 ML0559  STATE/COUNTY-  NE/CUSTER
 ML0559  COUNTRY     -  US
 ML0559  USGS QUAD   -  SARGENT SE (2017)
 ML0559
 ML0559                         *CURRENT SURVEY CONTROL
 ML0559  ______________________________________________________________________
 ML0559* NAD 83(1986) POSITION- 41 35 25.     (N) 099 22 00.     (W)   SCALED
 ML0559* NAVD 88 ORTHO HEIGHT -   726.802 (meters)     2384.52  (feet) ADJUSTED
 ML0559  ______________________________________________________________________
 ML0559  GEOID HEIGHT    -        -23.156 (meters)                     GEOID18
 ML0559  DYNAMIC HEIGHT  -        726.436 (meters)     2383.32  (feet) COMP
 ML0559  MODELED GRAVITY -    980,095.0   (mgal)                       NAVD 88
 ML0559
 ML0559  VERT ORDER      -  FIRST     CLASS II
 ML0559
 ML0559.The horizontal coordinates were scaled from a map and have
 ML0559.an estimated accuracy of +/- 6 seconds.
 ML0559
 ML0559.The orthometric height was determined by differential leveling and
 ML0559.adjusted by the NATIONAL GEODETIC SURVEY
 ML0559.in June 1991.
 ML0559
 ML0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0559.GEOID18 height accuracy estimate available here.
 ML0559
 ML0559.Click photographs - Photos may exist for this station.
 ML0559
 ML0559.The dynamic height is computed by dividing the NAVD 88
 ML0559.geopotential number by the normal gravity value computed on the
 ML0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0559.degrees latitude (g = 980.6199 gals.).
 ML0559
 ML0559.The modeled gravity was interpolated from observed gravity values.
 ML0559
 ML0559;                    North         East    Units  Estimated Accuracy
 ML0559;SPC NE       -   195,260.      552,790.      MT  (+/- 180 meters Scaled)
 ML0559
 ML0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM694043(NAD 83)
 ML0559
 ML0559                          SUPERSEDED SURVEY CONTROL
 ML0559
 ML0559  NGVD 29 (??/??/92)  726.549  (m)         2383.69   (f) ADJ UNCH    1 2
 ML0559
 ML0559.Superseded values are not recommended for survey control.
 ML0559
 ML0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0559.See file dsdata.pdf to determine how the superseded data were derived.
 ML0559
 ML0559_MARKER: DB = BENCH MARK DISK
 ML0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0559_STAMPING: E 17 1933
 ML0559_MARK LOGO: CGS
 ML0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0559+STABILITY: SURFACE MOTION
 ML0559
 ML0559  HISTORY     - Date     Condition        Report By
 ML0559  HISTORY     - 1933     MONUMENTED       CGS
 ML0559  HISTORY     - 1934     GOOD             CGS
 ML0559
 ML0559                          STATION DESCRIPTION
 ML0559
 ML0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0559'3.6 MI S FROM SARGENT.
 ML0559'3.6 MILES SOUTH.  MARK IS 2 FT. NORTH AND 50 FT. EAST OF THE
 ML0559'NORTHWEST CORNER OF THE FENCE AROUND THE SCHOOL OF DISTRICT 188.
 ML0559'IT IS 108 FT. WEST OF NORTHWEST CORNER OF DISTRICT SCHOOL 188
 ML0559'AND 50 FT. NORTH OF THE NORTHEAST CORNER OF THE RED BARN OF THE
 ML0559'SCHOOL PROPERTY.  IT IS 45 FT. SOUTHEAST OF THE CENTERLINE OF
 ML0559'HIGHWAY.
 ML0559
 ML0559                          STATION RECOVERY (1934)
 ML0559
 ML0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0310 ***********************************************************************
 LH0310  DESIGNATION -  E 170
 LH0310  PID         -  LH0310
 LH0310  STATE/COUNTY-  NE/NUCKOLLS
 LH0310  COUNTRY     -  US
 LH0310  USGS QUAD   -  DEWEESE (2017)
 LH0310
 LH0310                         *CURRENT SURVEY CONTROL
 LH0310  ______________________________________________________________________
 LH0310* NAD 83(2011) POSITION- 40 18 34.89191(N) 098 14 14.22301(W)   ADJUSTED
 LH0310* NAD 83(2011) ELLIP HT-   533.338 (meters)        (06/27/12)   ADJUSTED
 LH0310* NAD 83(2011) EPOCH   -  2010.00
 LH0310* NAVD 88 ORTHO HEIGHT -   559.302 (meters)     1834.98  (feet) ADJUSTED
 LH0310  ______________________________________________________________________
 LH0310  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 LH0310  NAD 83(2011) X  -   -697,874.009 (meters)                     COMP
 LH0310  NAD 83(2011) Y  - -4,820,686.902 (meters)                     COMP
 LH0310  NAD 83(2011) Z  -  4,104,613.072 (meters)                     COMP
 LH0310  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LH0310  DYNAMIC HEIGHT  -        558.975 (meters)     1833.90  (feet) COMP
 LH0310  MODELED GRAVITY -    980,021.7   (mgal)                       NAVD 88
 LH0310
 LH0310  VERT ORDER      -  SECOND    CLASS 0
 LH0310
 LH0310  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0310  Standards:
 LH0310         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0310            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0310  -------------------------------------------------------------------
 LH0310  NETWORK    0.51   0.73           0.24   0.16   0.37      0.00039038
 LH0310  -------------------------------------------------------------------
 LH0310  Click here for local accuracies and other accuracy information.
 LH0310
 LH0310.The horizontal coordinates were established by GPS observations
 LH0310.and adjusted by the National Geodetic Survey in June 2012.
 LH0310
 LH0310.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0310.been affixed to the stable North American tectonic plate. See 
 LH0310.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0310
 LH0310.The horizontal coordinates are valid at the epoch date displayed above
 LH0310.which is a decimal equivalence of Year/Month/Day.
 LH0310
 LH0310.The orthometric height was determined by differential leveling and
 LH0310.adjusted by the NATIONAL GEODETIC SURVEY
 LH0310.in June 1991.
 LH0310
 LH0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0310.GEOID18 height accuracy estimate available here.
 LH0310
 LH0310.Click photographs - Photos may exist for this station.
 LH0310
 LH0310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0310
 LH0310.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0310
 LH0310.The ellipsoidal height was determined by GPS observations
 LH0310.and is referenced to NAD 83.
 LH0310
 LH0310.The dynamic height is computed by dividing the NAVD 88
 LH0310.geopotential number by the normal gravity value computed on the
 LH0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0310.degrees latitude (g = 980.6199 gals.).
 LH0310
 LH0310.The modeled gravity was interpolated from observed gravity values.
 LH0310
 LH0310. The following values were computed from the NAD 83(2011) position.
 LH0310
 LH0310;                    North         East     Units Scale Factor Converg.
 LH0310;SPC NE       -    54,418.720   649,813.678   MT  0.99987433   +1 10 05.3
 LH0310;SPC NE       -   178,538.75  2,131,930.38   sFT  0.99987433   +1 10 05.3
 LH0310;UTM  14      - 4,462,410.019   564,810.438   MT  0.99965170   +0 29 36.4
 LH0310
 LH0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0310!SPC NE       -   0.99991634  x   0.99987433  =   0.99979068
 LH0310!UTM  14      -   0.99991634  x   0.99965170  =   0.99956807
 LH0310
 LH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6481062410(NAD 83)
 LH0310
 LH0310                          SUPERSEDED SURVEY CONTROL
 LH0310
 LH0310  NAD 83(2007)-  40 18 34.89185(N)    098 14 14.22366(W) AD(2002.00) 0
 LH0310  ELLIP H (02/10/07)  533.362  (m)                       GP(2002.00)    
 LH0310  NAD 83(1995)-  40 18 34.89164(N)    098 14 14.22307(W) AD(       ) B
 LH0310  ELLIP H (06/30/05)  533.342  (m)                       GP(       ) 4 1
 LH0310  NGVD 29 (??/??/92)  559.084  (m)         1834.26   (f) ADJ UNCH    2 0
 LH0310
 LH0310.Superseded values are not recommended for survey control.
 LH0310
 LH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0310.See file dsdata.pdf to determine how the superseded data were derived.
 LH0310
 LH0310_MARKER: DB = BENCH MARK DISK
 LH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0310_STAMPING: E 170 1934
 LH0310_MARK LOGO: CGS
 LH0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0310+STABILITY: SURFACE MOTION
 LH0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0310+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 LH0310
 LH0310  HISTORY     - Date     Condition        Report By
 LH0310  HISTORY     - 1934     MONUMENTED       CGS
 LH0310  HISTORY     - 20021010 GOOD             NEDR
 LH0310  HISTORY     - 20071025 GOOD             NEDR
 LH0310  HISTORY     - 20140916 GOOD             AEROTE
 LH0310  HISTORY     - 20180611 GOOD             NEGS
 LH0310
 LH0310                          STATION DESCRIPTION
 LH0310
 LH0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0310'6.5 MI SW FROM DEWEESE.
 LH0310'IN NUCKOLLS COUNTY, 6.5 MILES SOUTHWEST ALONG THE CHICAGO,
 LH0310'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT DEWEESE,
 LH0310'CLAY COUNTY, 80 FEET SOUTHEAST OF MILEPOST 73, 36 FEET EAST OF
 LH0310'THE CENTERLINE OF THE TRACK, AND 24 FEET WEST OF THE CENTERLINE
 LH0310'OF A COUNTY ROAD.  A STANDARD DISK, STAMPED E 170 1934 AND
 LH0310'SET IN THE TOP OF A CONCRETE POST.
 LH0310
 LH0310                          STATION RECOVERY (2002)
 LH0310
 LH0310'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LH0310'RECOVERYNOTE BY NEBRASKA DEPARTMENT OF ROADS 2002 (PJS) RECOVERED AS
 LH0310'DESCRIBED.
 LH0310'
 LH0310'FROM THE POST OFFICE IN LAWRENCE, NEBRASKA, GO NORTH ON NORTH CALVERT
 LH0310'STREET  APPROXIMATELY 0.05 MILES, TURN RIGHT ON NE HIGHWAY 4 (E. 2ND
 LH0310'STREET) AND GO EAST  APPROXIMATELY 1.2 MILES, TURN LEFT ONTO COUNTY
 LH0310'ROAD AT REFERENCE POST 74-62 AND GO  NORTH 1.15 MILES TO STATION ON
 LH0310'LEFT.
 LH0310
 LH0310                          STATION RECOVERY (2007)
 LH0310
 LH0310'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 LH0310'RECOVERED IN GOOD CONDITION.
 LH0310
 LH0310                          STATION RECOVERY (2014)
 LH0310
 LH0310'RECOVERY NOTE BY AEROTEC 2014 (CG)
 LH0310'THERE IS A BARB WIRE FENCE BETWEEN DISK AND DIRT ROAD.
 LH0310
 LH0310                          STATION RECOVERY (2018)
 LH0310
 LH0310'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 LH0310'TO REACH FROM STATE HIGHWAY 4 AND NORTH CALVERT STREET IN LAWRENCE, GO
 LH0310'EAST ON STATE HIGHWAY 4 APPROXIMATELY 1.21 MI (1.95 KM) TO COUNTY ROAD
 LH0310'2700.  TURN LEFT (NORTH) ONTO COUNTY ROAD 2700 AND GO 1.16 MI (1.87
 LH0310'KM) TO THE STATION ON THE LEFT (WEST).
 LH0310'
 LH0310'IT IS LOCATED 44 FT (13.4 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 LH0310'2700, 0.16 MI (0.26 KM) NORTH OF COUNTY ROAD X, 41 FT (12.5 M) EAST OF
 LH0310'THE CENTERLINE OF AN ABANDONED RAILROAD, 11.65 FT (3.6 M) SOUTHWEST OF
 LH0310'A NAIL IN THE TOP OF A FENCE POST, 10.1 FT (3.1 M) WEST FROM THE
 LH0310'BOTTOM OF A FIBERGLASS WITNESS POST AND 16.88 NORTHWEST OF A NAIL IN
 LH0310'THE TOP OF A FENCE POST.  THERE IS MAGNETIC MATERIAL BESIDE THE MARK
 LH0310'BUT THE TYPE OF MATERIAL IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0562 ***********************************************************************
 LG0562  DESIGNATION -  E 171 RESET
 LG0562  PID         -  LG0562
 LG0562  STATE/COUNTY-  NE/THAYER
 LG0562  COUNTRY     -  US
 LG0562  USGS QUAD   -  ALEXANDRIA (2017)
 LG0562
 LG0562                         *CURRENT SURVEY CONTROL
 LG0562  ______________________________________________________________________
 LG0562* NAD 83(1986) POSITION- 40 14 33.93   (N) 097 23 33.61   (W)   HD_HELD1
 LG0562* NAVD 88 ORTHO HEIGHT -   428.51  (meters)     1405.9   (feet) RESET
 LG0562  ______________________________________________________________________
 LG0562  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 LG0562  VERT ORDER      -  THIRD
 LG0562
 LG0562.The horizontal coordinates were determined by differentially corrected
 LG0562.hand held GPS observations or other comparable positioning techniques
 LG0562.and have an estimated accuracy of +/- 3 meters.
 LG0562
 LG0562.The orthometric height was computed from unverified reset data.
 LG0562
 LG0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0562.GEOID18 height accuracy estimate available here.
 LG0562
 LG0562.Click photographs - Photos may exist for this station.
 LG0562
 LG0562;                    North         East    Units  Estimated Accuracy
 LG0562;SPC NE       -    48,804.7     721,803.5     MT  (+/- 3 meters HH1 GPS) 
 LG0562
 LG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3671755940(NAD 83)
 LG0562
 LG0562                          SUPERSEDED SURVEY CONTROL
 LG0562
 LG0562  NGVD 29 (??/??/??)  428.35   (m)         1405.3    (f) RESET       3  
 LG0562
 LG0562.Superseded values are not recommended for survey control.
 LG0562
 LG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0562.See file dsdata.pdf to determine how the superseded data were derived.
 LG0562
 LG0562_MARKER: DB = BENCH MARK DISK
 LG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0562_STAMPING: E 171 1934 RESET 1951
 LG0562_MARK LOGO: CGS
 LG0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0562+STABILITY: SURFACE MOTION
 LG0562
 LG0562  HISTORY     - Date     Condition        Report By
 LG0562  HISTORY     - 1951     MONUMENTED       CGS
 LG0562  HISTORY     - 1981     GOOD             LOCENG
 LG0562
 LG0562                          STATION DESCRIPTION
 LG0562
 LG0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LG0562'AT ALEXANDRIA.
 LG0562'ALONG THE UNION PACIFIC RAILROAD, AT THE FIRST ROAD CROSSING
 LG0562'WEST OF THE UNION PACIFIC STATION AT ALEXANDRIA, ABOUT 1/2 MILE
 LG0562'EAST OF MILEPOST 168, 155 FEET SOUTH OF WHERE THE CENTERLINE
 LG0562'OF TRACK ROAD CROSSES THE SOUTH RAIL OF THE MAIN TRACK, 40 FEET
 LG0562'EAST OF THE CENTER OF TRACK ROAD, 32 FEET EAST OF THE END POST
 LG0562'IN THE RAILROAD RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF THE
 LG0562'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES.
 LG0562
 LG0562                          STATION RECOVERY (1981)
 LG0562
 LG0562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0635 ***********************************************************************
 LG0635  DESIGNATION -  E 172
 LG0635  PID         -  LG0635
 LG0635  STATE/COUNTY-  NE/THAYER
 LG0635  COUNTRY     -  US
 LG0635  USGS QUAD   -  CHESTER (2017)
 LG0635
 LG0635                         *CURRENT SURVEY CONTROL
 LG0635  ______________________________________________________________________
 LG0635* NAD 83(1986) POSITION- 40 00 32.10   (N) 097 37 06.60   (W)   HD_HELD1
 LG0635* NAVD 88 ORTHO HEIGHT -   495.975 (meters)     1627.21  (feet) ADJUSTED
 LG0635  ______________________________________________________________________
 LG0635  GEOID HEIGHT    -        -26.517 (meters)                     GEOID18
 LG0635  DYNAMIC HEIGHT  -        495.689 (meters)     1626.27  (feet) COMP
 LG0635  MODELED GRAVITY -    980,032.6   (mgal)                       NAVD 88
 LG0635
 LG0635  VERT ORDER      -  SECOND    CLASS 0
 LG0635
 LG0635.The horizontal coordinates were determined by differentially corrected
 LG0635.hand held GPS observations or other comparable positioning techniques
 LG0635.and have an estimated accuracy of +/- 3 meters.
 LG0635
 LG0635.The orthometric height was determined by differential leveling and
 LG0635.adjusted by the NATIONAL GEODETIC SURVEY
 LG0635.in June 1991.
 LG0635
 LG0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0635.GEOID18 height accuracy estimate available here.
 LG0635
 LG0635.Click photographs - Photos may exist for this station.
 LG0635
 LG0635.The dynamic height is computed by dividing the NAVD 88
 LG0635.geopotential number by the normal gravity value computed on the
 LG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0635.degrees latitude (g = 980.6199 gals.).
 LG0635
 LG0635.The modeled gravity was interpolated from observed gravity values.
 LG0635
 LG0635;                    North         East    Units  Estimated Accuracy
 LG0635;SPC NE       -    22,296.6     703,312.5     MT  (+/- 3 meters HH1 GPS) 
 LG0635
 LG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1791129660(NAD 83)
 LG0635
 LG0635                          SUPERSEDED SURVEY CONTROL
 LG0635
 LG0635  NGVD 29 (??/??/92)  495.814  (m)         1626.68   (f) ADJ UNCH    2 0
 LG0635
 LG0635.Superseded values are not recommended for survey control.
 LG0635
 LG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0635.See file dsdata.pdf to determine how the superseded data were derived.
 LG0635
 LG0635_MARKER: DB = BENCH MARK DISK
 LG0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0635_SP_SET: TOWER FOOTING
 LG0635_STAMPING: E 172 1934
 LG0635_MARK LOGO: CGS
 LG0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0635
 LG0635  HISTORY     - Date     Condition        Report By
 LG0635  HISTORY     - 1934     MONUMENTED       CGS
 LG0635
 LG0635                          STATION DESCRIPTION
 LG0635
 LG0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0635'AT CHESTER.
 LG0635'AT CHESTER, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0635'RAILROAD, 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 LG0635'AT A ROAD CROSSING, 63 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LG0635'51 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT THE RAILROAD
 LG0635'WATER TOWER, AND IN THE SOUTHEAST CONCRETE FOOTING.  A STANDARD
 LG0635'DISK, STAMPED E 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0613 ***********************************************************************
 LG0613  DESIGNATION -  E 173
 LG0613  PID         -  LG0613
 LG0613  STATE/COUNTY-  NE/FILLMORE
 LG0613  COUNTRY     -  US
 LG0613  USGS QUAD   -  STRANG (2017)
 LG0613
 LG0613                         *CURRENT SURVEY CONTROL
 LG0613  ______________________________________________________________________
 LG0613* NAD 83(1986) POSITION- 40 24 58.     (N) 097 35 12.     (W)   SCALED
 LG0613* NAVD 88 ORTHO HEIGHT -   496.330 (meters)     1628.38  (feet) ADJUSTED
 LG0613  ______________________________________________________________________
 LG0613  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 LG0613  DYNAMIC HEIGHT  -        496.039 (meters)     1627.42  (feet) COMP
 LG0613  MODELED GRAVITY -    980,025.6   (mgal)                       NAVD 88
 LG0613
 LG0613  VERT ORDER      -  SECOND    CLASS 0
 LG0613
 LG0613.The horizontal coordinates were scaled from a map and have
 LG0613.an estimated accuracy of +/- 6 seconds.
 LG0613
 LG0613.The orthometric height was determined by differential leveling and
 LG0613.adjusted by the NATIONAL GEODETIC SURVEY
 LG0613.in June 1991.
 LG0613
 LG0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0613.GEOID18 height accuracy estimate available here.
 LG0613
 LG0613.Click photographs - Photos may exist for this station.
 LG0613
 LG0613.The dynamic height is computed by dividing the NAVD 88
 LG0613.geopotential number by the normal gravity value computed on the
 LG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0613.degrees latitude (g = 980.6199 gals.).
 LG0613
 LG0613.The modeled gravity was interpolated from observed gravity values.
 LG0613
 LG0613;                    North         East    Units  Estimated Accuracy
 LG0613;SPC NE       -    67,570.      704,770.      MT  (+/- 180 meters Scaled)
 LG0613
 LG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK199749(NAD 83)
 LG0613
 LG0613                          SUPERSEDED SURVEY CONTROL
 LG0613
 LG0613  NGVD 29 (??/??/92)  496.144  (m)         1627.77   (f) ADJ UNCH    2 0
 LG0613
 LG0613.Superseded values are not recommended for survey control.
 LG0613
 LG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0613.See file dsdata.pdf to determine how the superseded data were derived.
 LG0613
 LG0613_MARKER: DB = BENCH MARK DISK
 LG0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0613_STAMPING: E 173 1934
 LG0613_MARK LOGO: CGS
 LG0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0613+STABILITY: SURFACE MOTION
 LG0613
 LG0613  HISTORY     - Date     Condition        Report By
 LG0613  HISTORY     - 1934     MONUMENTED       CGS
 LG0613  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0613
 LG0613                          STATION DESCRIPTION
 LG0613
 LG0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0613'AT STRANG.
 LG0613'AT STRANG, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0613'RAILROAD, 21 FEET WEST OF THE WATER TOWER, AT A ROAD CROSSING,
 LG0613'21 FEET EAST OF THE ROAD, AND 21 FEET NORTH OF THE TRACK.  A
 LG0613'STANDARD DISK, STAMPED E 173 1934 AND SET IN THE TOP OF A CONCRETE
 LG0613'POST.
 LG0613
 LG0613                          STATION RECOVERY (1967)
 LG0613
 LG0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0235 ***********************************************************************
 LG0235  DESIGNATION -  E 174
 LG0235  PID         -  LG0235
 LG0235  STATE/COUNTY-  NE/GAGE
 LG0235  COUNTRY     -  US
 LG0235  USGS QUAD   -  BLUE SPRINGS (2017)
 LG0235
 LG0235                         *CURRENT SURVEY CONTROL
 LG0235  ______________________________________________________________________
 LG0235* NAD 83(1986) POSITION- 40 08 29.     (N) 096 38 34.     (W)   SCALED
 LG0235* NAVD 88 ORTHO HEIGHT -   371.224 (meters)     1217.92  (feet) ADJUSTED
 LG0235  ______________________________________________________________________
 LG0235  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 LG0235  DYNAMIC HEIGHT  -        371.023 (meters)     1217.26  (feet) COMP
 LG0235  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 LG0235
 LG0235  VERT ORDER      -  SECOND    CLASS 0
 LG0235
 LG0235.The horizontal coordinates were scaled from a map and have
 LG0235.an estimated accuracy of +/- 6 seconds.
 LG0235
 LG0235.The orthometric height was determined by differential leveling and
 LG0235.adjusted by the NATIONAL GEODETIC SURVEY
 LG0235.in June 1991.
 LG0235
 LG0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0235.GEOID18 height accuracy estimate available here.
 LG0235
 LG0235.Click photographs - Photos may exist for this station.
 LG0235
 LG0235.The dynamic height is computed by dividing the NAVD 88
 LG0235.geopotential number by the normal gravity value computed on the
 LG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0235.degrees latitude (g = 980.6199 gals.).
 LG0235
 LG0235.The modeled gravity was interpolated from observed gravity values.
 LG0235
 LG0235;                    North         East    Units  Estimated Accuracy
 LG0235;SPC NE       -    39,760.      786,010.      MT  (+/- 180 meters Scaled)
 LG0235
 LG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK008461(NAD 83)
 LG0235
 LG0235                          SUPERSEDED SURVEY CONTROL
 LG0235
 LG0235  NGVD 29 (??/??/92)  371.116  (m)         1217.57   (f) ADJ UNCH    2 0
 LG0235
 LG0235.Superseded values are not recommended for survey control.
 LG0235
 LG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0235.See file dsdata.pdf to determine how the superseded data were derived.
 LG0235
 LG0235_MARKER: DB = BENCH MARK DISK
 LG0235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0235_SP_SET: CULVERT HEADWALL
 LG0235_STAMPING: E 174 1934
 LG0235_MARK LOGO: CGS
 LG0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0235+STABILITY: SURFACE MOTION
 LG0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0235+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 LG0235
 LG0235  HISTORY     - Date     Condition        Report By
 LG0235  HISTORY     - 1934     MONUMENTED       CGS
 LG0235  HISTORY     - 19980218 GOOD             NGS
 LG0235
 LG0235                          STATION DESCRIPTION
 LG0235
 LG0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0235'AT BLUE SPRINGS.
 LG0235'AT BLUE SPRINGS, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0235'7 POLES SOUTH OF MILEPOST 110, 75 FEET NORTH OF A SECTION
 LG0235'HOUSE, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST HEADWALL.
 LG0235
 LG0235                          STATION RECOVERY (1998)
 LG0235
 LG0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JAO)
 LG0235'THE MARK WAS RECOVERED IN FAIR CONDITION, ABOUT 1.5 MI (2.4 KM) EAST
 LG0235'OF BLUE SPRINGS, NEAR THE EAST 1/4 CORNER OF SEC17, T2N, R7E AND
 LG0235'CEMENTED INTO A DRILLED HOLE IN THE TOP OF THE SOUTH END OF THE EAST,
 LG0235'CONCRETE, HEADWALL OF A CAST IRON CULVERT UNDER A SET OF RAILROAD
 LG0235'TRACKS AND 2 FT (0.6 M) EAST OF A WITNESS POST.  IT IS ABOUT 3 FEET
 LG0235'(0.9 M) LOWER THAN THE TRACKS.  THE OLD HEADWALL IS DETERIORATING BUT
 LG0235'THE DISK IS STILL SOLID.  TO REACH THE MARK FROM THE BROAD STREET
 LG0235'BRIDGE OVER THE BIG BLUE RIVER, AT BLUE SPRINGS, GO EASTERLY ON BROAD
 LG0235'STREET, A WINDING ROAD, FOR 0.65 MI (1.05 KM) TO A RAILROAD CROSSSING
 LG0235'AND A CROSSROAD.  TURN LEFT AND GO NORTHERLY FOR 0.15 MI (0.24 KM) TO
 LG0235'THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0218 ***********************************************************************
 LG0218  DESIGNATION -  E 175
 LG0218  PID         -  LG0218
 LG0218  STATE/COUNTY-  NE/PAWNEE
 LG0218  COUNTRY     -  US
 LG0218  USGS QUAD   -  TABLE ROCK (2017)
 LG0218
 LG0218                         *CURRENT SURVEY CONTROL
 LG0218  ______________________________________________________________________
 LG0218* NAD 83(1986) POSITION- 40 14 25.     (N) 096 05 57.     (W)   SCALED
 LG0218* NAVD 88 ORTHO HEIGHT -   322.224 (meters)     1057.16  (feet) ADJUSTED
 LG0218  ______________________________________________________________________
 LG0218  GEOID HEIGHT    -        -28.763 (meters)                     GEOID18
 LG0218  DYNAMIC HEIGHT  -        322.050 (meters)     1056.59  (feet) COMP
 LG0218  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 LG0218
 LG0218  VERT ORDER      -  SECOND    CLASS 0
 LG0218
 LG0218.The horizontal coordinates were scaled from a map and have
 LG0218.an estimated accuracy of +/- 6 seconds.
 LG0218
 LG0218.The orthometric height was determined by differential leveling and
 LG0218.adjusted by the NATIONAL GEODETIC SURVEY
 LG0218.in June 1991.
 LG0218
 LG0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0218.GEOID18 height accuracy estimate available here.
 LG0218
 LG0218.Click photographs - Photos may exist for this station.
 LG0218
 LG0218.The dynamic height is computed by dividing the NAVD 88
 LG0218.geopotential number by the normal gravity value computed on the
 LG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0218.degrees latitude (g = 980.6199 gals.).
 LG0218
 LG0218.The modeled gravity was interpolated from observed gravity values.
 LG0218
 LG0218;                    North         East    Units  Estimated Accuracy
 LG0218;SPC NE       -    52,670.      831,790.      MT  (+/- 180 meters Scaled)
 LG0218
 LG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK467584(NAD 83)
 LG0218
 LG0218                          SUPERSEDED SURVEY CONTROL
 LG0218
 LG0218  NGVD 29 (??/??/92)  322.137  (m)         1056.88   (f) ADJ UNCH    2 0
 LG0218
 LG0218.Superseded values are not recommended for survey control.
 LG0218
 LG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0218.See file dsdata.pdf to determine how the superseded data were derived.
 LG0218
 LG0218_MARKER: DB = BENCH MARK DISK
 LG0218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0218_SP_SET: CULVERT HEADWALL
 LG0218_STAMPING: E 175 1934
 LG0218_MARK LOGO: CGS
 LG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0218+STABILITY: SURFACE MOTION
 LG0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0218+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 LG0218
 LG0218  HISTORY     - Date     Condition        Report By
 LG0218  HISTORY     - 1934     MONUMENTED       CGS
 LG0218  HISTORY     - 1941     GOOD             CGS
 LG0218  HISTORY     - 1981     GOOD             LOCSUR
 LG0218  HISTORY     - 20080601 GOOD             INDIV
 LG0218  HISTORY     - 20100614 GOOD             NEGS
 LG0218
 LG0218                          STATION DESCRIPTION
 LG0218
 LG0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0218'3.7 MI SE FROM ELK CREEK.
 LG0218'IN PAWNEE COUNTY, 3.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 LG0218'AND QUINCY RAILROAD FROM THE CITY WATER TOWER AT ELK CREEK,
 LG0218'JOHNSON COUNTY, 8 RAILS NORTH OF A ROAD CROSSING, AT A CONCRETE
 LG0218'CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK,
 LG0218'STAMPED E 175 1934.
 LG0218
 LG0218                          STATION RECOVERY (1941)
 LG0218
 LG0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0218'RECOVERED IN GOOD CONDITION.
 LG0218
 LG0218                          STATION RECOVERY (1981)
 LG0218
 LG0218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0218'RECOVERED IN GOOD CONDITION.
 LG0218
 LG0218                          STATION RECOVERY (2008)
 LG0218
 LG0218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG0218'RECOVERED IN GOOD CONDITION.
 LG0218
 LG0218                          STATION RECOVERY (2010)
 LG0218
 LG0218'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 LG0218'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0285 ***********************************************************************
 LG0285  DESIGNATION -  E 176
 LG0285  PID         -  LG0285
 LG0285  STATE/COUNTY-  NE/GAGE
 LG0285  COUNTRY     -  US
 LG0285  USGS QUAD   -  FILLEY (2017)
 LG0285
 LG0285                         *CURRENT SURVEY CONTROL
 LG0285  ______________________________________________________________________
 LG0285* NAD 83(1986) POSITION- 40 17 15.     (N) 096 32 07.     (W)   SCALED
 LG0285* NAVD 88 ORTHO HEIGHT -   424.382 (meters)     1392.33  (feet) ADJUSTED
 LG0285  ______________________________________________________________________
 LG0285  GEOID HEIGHT    -        -27.297 (meters)                     GEOID18
 LG0285  DYNAMIC HEIGHT  -        424.157 (meters)     1391.59  (feet) COMP
 LG0285  MODELED GRAVITY -    980,082.4   (mgal)                       NAVD 88
 LG0285
 LG0285  VERT ORDER      -  SECOND    CLASS 0
 LG0285
 LG0285.The horizontal coordinates were scaled from a map and have
 LG0285.an estimated accuracy of +/- 6 seconds.
 LG0285
 LG0285.The orthometric height was determined by differential leveling and
 LG0285.adjusted by the NATIONAL GEODETIC SURVEY
 LG0285.in June 1991.
 LG0285
 LG0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0285.GEOID18 height accuracy estimate available here.
 LG0285
 LG0285.Click photographs - Photos may exist for this station.
 LG0285
 LG0285.The dynamic height is computed by dividing the NAVD 88
 LG0285.geopotential number by the normal gravity value computed on the
 LG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0285.degrees latitude (g = 980.6199 gals.).
 LG0285
 LG0285.The modeled gravity was interpolated from observed gravity values.
 LG0285
 LG0285;                    North         East    Units  Estimated Accuracy
 LG0285;SPC NE       -    56,330.      794,510.      MT  (+/- 180 meters Scaled)
 LG0285
 LG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK095625(NAD 83)
 LG0285
 LG0285                          SUPERSEDED SURVEY CONTROL
 LG0285
 LG0285  NGVD 29 (??/??/92)  424.274  (m)         1391.97   (f) ADJ UNCH    2 0
 LG0285
 LG0285.Superseded values are not recommended for survey control.
 LG0285
 LG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0285.See file dsdata.pdf to determine how the superseded data were derived.
 LG0285
 LG0285_MARKER: DB = BENCH MARK DISK
 LG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0285_STAMPING: E 176 1934
 LG0285_MARK LOGO: CGS
 LG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0285+STABILITY: SURFACE MOTION
 LG0285
 LG0285  HISTORY     - Date     Condition        Report By
 LG0285  HISTORY     - 1934     MONUMENTED       CGS
 LG0285  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 LG0285
 LG0285                          STATION DESCRIPTION
 LG0285
 LG0285'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0285'AT FILLEY.
 LG0285'AT FILLEY, GAGE COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON
 LG0285'AND QUINCY RAILROAD, 100 FEET WEST OF THE FIRST ROAD CROSSING
 LG0285'WEST OF THE STATION, 38 FEET NORTH OF THE CENTERLINE OF THE
 LG0285'OLD ROADBED, AND 20 FEET SOUTH OF A SIDETRACK.  A STANDARD
 LG0285'DISK, STAMPED E 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0788 ***********************************************************************
 LF0788  DESIGNATION -  E 177
 LF0788  PID         -  LF0788
 LF0788  STATE/COUNTY-  NE/OTOE
 LF0788  COUNTRY     -  US
 LF0788  USGS QUAD   -  PAUL (2017)
 LF0788
 LF0788                         *CURRENT SURVEY CONTROL
 LF0788  ______________________________________________________________________
 LF0788* NAD 83(1986) POSITION- 40 33 11.     (N) 095 52 59.     (W)   SCALED
 LF0788* NAVD 88 ORTHO HEIGHT -   316.073 (meters)     1036.98  (feet) ADJUSTED
 LF0788  ______________________________________________________________________
 LF0788  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 LF0788  DYNAMIC HEIGHT  -        315.905 (meters)     1036.43  (feet) COMP
 LF0788  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 LF0788
 LF0788  VERT ORDER      -  SECOND    CLASS 0
 LF0788
 LF0788.The horizontal coordinates were scaled from a map and have
 LF0788.an estimated accuracy of +/- 6 seconds.
 LF0788
 LF0788.The orthometric height was determined by differential leveling and
 LF0788.adjusted by the NATIONAL GEODETIC SURVEY
 LF0788.in June 1991.
 LF0788
 LF0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0788.GEOID18 height accuracy estimate available here.
 LF0788
 LF0788.Click photographs - Photos may exist for this station.
 LF0788
 LF0788.The dynamic height is computed by dividing the NAVD 88
 LF0788.geopotential number by the normal gravity value computed on the
 LF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0788.degrees latitude (g = 980.6199 gals.).
 LF0788
 LF0788.The modeled gravity was interpolated from observed gravity values.
 LF0788
 LF0788;                    North         East    Units  Estimated Accuracy
 LF0788;SPC NE       -    88,210.      848,510.      MT  (+/- 180 meters Scaled)
 LF0788
 LF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE558931(NAD 83)
 LF0788
 LF0788                          SUPERSEDED SURVEY CONTROL
 LF0788
 LF0788  NGVD 29 (??/??/92)  315.975  (m)         1036.66   (f) ADJ UNCH    2 0
 LF0788
 LF0788.Superseded values are not recommended for survey control.
 LF0788
 LF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0788.See file dsdata.pdf to determine how the superseded data were derived.
 LF0788
 LF0788_MARKER: DB = BENCH MARK DISK
 LF0788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0788_SP_SET: CULVERT HEADWALL
 LF0788_STAMPING: E 177 1934
 LF0788_MARK LOGO: CGS
 LF0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0788+STABILITY: SURFACE MOTION
 LF0788
 LF0788  HISTORY     - Date     Condition        Report By
 LF0788  HISTORY     - 1934     MONUMENTED       CGS
 LF0788  HISTORY     - 1978     GOOD             LOCSUR
 LF0788
 LF0788                          STATION DESCRIPTION
 LF0788
 LF0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0788'3 MI S FROM PAUL.
 LF0788'3.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0788'STATION AT PAUL, OTOE COUNTY, 30 POLES NORTH OF MILEPOST 425, 9
 LF0788'RAILS NORTH OF A ROAD CROSSING, AT A CONCRETE CULVERT, AND IN
 LF0788'THE TOP OF THE SOUTHEAST CORNER.  A STANDARD DISK, STAMPED E
 LF0788'177 1934.
 LF0788
 LF0788                          STATION RECOVERY (1978)
 LF0788
 LF0788'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LF0788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0593 ***********************************************************************
 LF0593  DESIGNATION -  E 178
 LF0593  PID         -  LF0593
 LF0593  STATE/COUNTY-  NE/RICHARDSON
 LF0593  COUNTRY     -  US
 LF0593  USGS QUAD   -  FALLS CITY (2017)
 LF0593
 LF0593                         *CURRENT SURVEY CONTROL
 LF0593  ______________________________________________________________________
 LF0593* NAD 83(1986) POSITION- 40 01 48.     (N) 095 33 44.     (W)   SCALED
 LF0593* NAVD 88 ORTHO HEIGHT -   268.160 (meters)      879.79  (feet) ADJUSTED
 LF0593  ______________________________________________________________________
 LF0593  GEOID HEIGHT    -        -30.549 (meters)                     GEOID18
 LF0593  DYNAMIC HEIGHT  -        268.009 (meters)      879.29  (feet) COMP
 LF0593  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 LF0593
 LF0593  VERT ORDER      -  SECOND    CLASS 0
 LF0593
 LF0593.The horizontal coordinates were scaled from a map and have
 LF0593.an estimated accuracy of +/- 6 seconds.
 LF0593
 LF0593.The orthometric height was determined by differential leveling and
 LF0593.adjusted by the NATIONAL GEODETIC SURVEY
 LF0593.in June 1991.
 LF0593
 LF0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0593.GEOID18 height accuracy estimate available here.
 LF0593
 LF0593.Click photographs - Photos may exist for this station.
 LF0593
 LF0593.The dynamic height is computed by dividing the NAVD 88
 LF0593.geopotential number by the normal gravity value computed on the
 LF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0593.degrees latitude (g = 980.6199 gals.).
 LF0593
 LF0593.The modeled gravity was interpolated from observed gravity values.
 LF0593
 LF0593;                    North         East    Units  Estimated Accuracy
 LF0593;SPC NE       -    31,560.      878,620.      MT  (+/- 180 meters Scaled)
 LF0593
 LF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE813342(NAD 83)
 LF0593
 LF0593                          SUPERSEDED SURVEY CONTROL
 LF0593
 LF0593  NGVD 29 (??/??/92)  268.084  (m)          879.54   (f) ADJ UNCH    2 0
 LF0593
 LF0593.Superseded values are not recommended for survey control.
 LF0593
 LF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0593.See file dsdata.pdf to determine how the superseded data were derived.
 LF0593
 LF0593_MARKER: DB = BENCH MARK DISK
 LF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0593_STAMPING: E 178 1934
 LF0593_MARK LOGO: CGS
 LF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0593+STABILITY: SURFACE MOTION
 LF0593
 LF0593  HISTORY     - Date     Condition        Report By
 LF0593  HISTORY     - 1934     MONUMENTED       CGS
 LF0593
 LF0593                          STATION DESCRIPTION
 LF0593
 LF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0593'2.5 MI E FROM FALLS CITY.
 LF0593'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0593'FROM THE STATION AT FALLS CITY, 3 POLES WEST OF A SEMAPHORE, ONE
 LF0593'POLE EAST OF A ROAD CROSSING, 80 FEET NORTH OF THE CENTERLINE
 LF0593'OF THE TRACK, AND IN THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LF0593'E 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0442 ***********************************************************************
 NN0442  DESIGNATION -  E 18
 NN0442  PID         -  NN0442
 NN0442  STATE/COUNTY-  NE/ROCK
 NN0442  COUNTRY     -  US
 NN0442  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0442
 NN0442                         *CURRENT SURVEY CONTROL
 NN0442  ______________________________________________________________________
 NN0442* NAD 83(1986) POSITION- 42 10 56.37   (N) 099 28 03.98   (W)   HD_HELD1
 NN0442* NAVD 88 ORTHO HEIGHT -   776.681 (meters)     2548.16  (feet) ADJUSTED
 NN0442  ______________________________________________________________________
 NN0442  GEOID HEIGHT    -        -22.815 (meters)                     GEOID18
 NN0442  DYNAMIC HEIGHT  -        776.336 (meters)     2547.03  (feet) COMP
 NN0442  MODELED GRAVITY -    980,151.5   (mgal)                       NAVD 88
 NN0442
 NN0442  VERT ORDER      -  FIRST     CLASS II
 NN0442
 NN0442.The horizontal coordinates were determined by differentially corrected
 NN0442.hand held GPS observations or other comparable positioning techniques
 NN0442.and have an estimated accuracy of +/- 3 meters.
 NN0442
 NN0442.The orthometric height was determined by differential leveling and
 NN0442.adjusted by the NATIONAL GEODETIC SURVEY
 NN0442.in June 1991.
 NN0442
 NN0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0442.GEOID18 height accuracy estimate available here.
 NN0442
 NN0442.Click photographs - Photos may exist for this station.
 NN0442
 NN0442.The dynamic height is computed by dividing the NAVD 88
 NN0442.geopotential number by the normal gravity value computed on the
 NN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0442.degrees latitude (g = 980.6199 gals.).
 NN0442
 NN0442.The modeled gravity was interpolated from observed gravity values.
 NN0442
 NN0442;                    North         East    Units  Estimated Accuracy
 NN0442;SPC NE       -   260,939.2     543,957.2     MT  (+/- 3 meters HH1 GPS) 
 NN0442
 NN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6137070125(NAD 83)
 NN0442
 NN0442                          SUPERSEDED SURVEY CONTROL
 NN0442
 NN0442  NGVD 29 (??/??/92)  776.422  (m)         2547.31   (f) ADJ UNCH    1 2
 NN0442
 NN0442.Superseded values are not recommended for survey control.
 NN0442
 NN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0442.See file dsdata.pdf to determine how the superseded data were derived.
 NN0442
 NN0442_MARKER: DB = BENCH MARK DISK
 NN0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0442_STAMPING: 2547.311 E 18 1933
 NN0442_MARK LOGO: CGS
 NN0442_PROJECTION: FLUSH
 NN0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0442+STABILITY: SURFACE MOTION
 NN0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0442+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2021
 NN0442
 NN0442  HISTORY     - Date     Condition        Report By
 NN0442  HISTORY     - 1933     MONUMENTED       CGS
 NN0442  HISTORY     - 1976     GOOD             USGS
 NN0442  HISTORY     - 20210105 GOOD             NEGS
 NN0442
 NN0442                          STATION DESCRIPTION
 NN0442
 NN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0442'AT MIDWAY.
 NN0442'AT MIDWAY, ROCK COUNTY, ON U.S. HIGHWAY 183, ABOUT 300 FEET SOUTH
 NN0442'OF A STORE, AND 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 NN0442'A STANDARD DISK, STAMPED 2547.311 E 18 1933 AND SET IN THE TOP
 NN0442'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NN0442
 NN0442                          STATION RECOVERY (1976)
 NN0442
 NN0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0442'ROSE STORE AND POST OFFICE, 1 1/2 MI. N. ALONG U. S. HWY 183, 3.0 MI.
 NN0442'E. ALONG GRAVEL ROAD AND 1.4 MI. S. ALONG GRAVEL ROAD FROM, AT THE
 NN0442'OLD MIDWAY STORE SITE, T-26-N, R-18-W, ABOUT 2000 FT. S. OF THE NW
 NN0442'CORNER OF SECTION 31, ABOUT 400 FT. W. OF A WINDMILL, 265 FT. S. OF
 NN0442'THE S. FENCE AROUND THE OLD STORE SITE, 50 FT. E. OF GRAVEL ROAD. A
 NN0442'STD. TABLET SET IN TOP OF A CONC. POST ABOUT FLUSH WITH GROUND,
 NN0442'STAMPED 2547.311 E 18 1933.
 NN0442
 NN0442                          STATION RECOVERY (2021)
 NN0442
 NN0442'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 NN0442'FROM THE INTERSECTION OF NE. HWY. 96 AND U.S. HWY. 183, APPROX. 12 MI
 NN0442'(19.3 KM) NORTH OF TAYLOR, NE.,  GO NORTHERLY ALONG U.S. 183 APPROX.
 NN0442'20.03 MI (32.23 KM) TO  854TH RD.  TURN RIGHT AND GO EAST ALONG 854TH
 NN0442'RD APPROX. 3.0 MI (4.8 KM) TO 450TH AVE.  TURN RIGHT AND GO SOUTH ON
 NN0442'450TH AVE. APPROX. 1.38 MI (2.22 KM) TO THE POINT ON THE LEFT (EAST)
 NN0442'SIDE OF 450TH AVE. IN A FIELD.
 NN0442'
 NN0442'THE MARK IS 26.75 FT (8.2 M) NE OF A NAIL IN TOP OF FENCE POST, 21.75
 NN0442'FT (6.6 M) ESE OF A NAIL IN TOP OF FENCE POST, 20.6 FT (6.3 M) EAST OF
 NN0442'A BARBED WIRE FENCE RUNNING NORTH TO SOUTH AND 51.10 FT (15.6 M) EAST
 NN0442'OF THE CENTERLINE OF 450TH AVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0266 ***********************************************************************
 NN0266  DESIGNATION -  E 19
 NN0266  PID         -  NN0266
 NN0266  STATE/COUNTY-  NE/HOLT
 NN0266  COUNTRY     -  US
 NN0266  USGS QUAD   -  MEEK SW (2017)
 NN0266
 NN0266                         *CURRENT SURVEY CONTROL
 NN0266  ______________________________________________________________________
 NN0266* NAD 83(1986) POSITION- 42 33 41.     (N) 098 39 27.     (W)   SCALED
 NN0266* NAVD 88 ORTHO HEIGHT -   598.955 (meters)     1965.07  (feet) ADJUSTED
 NN0266  ______________________________________________________________________
 NN0266  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 NN0266  DYNAMIC HEIGHT  -        598.725 (meters)     1964.32  (feet) COMP
 NN0266  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 NN0266
 NN0266  VERT ORDER      -  FIRST     CLASS II
 NN0266
 NN0266.The horizontal coordinates were scaled from a map and have
 NN0266.an estimated accuracy of +/- 6 seconds.
 NN0266
 NN0266.The orthometric height was determined by differential leveling and
 NN0266.adjusted by the NATIONAL GEODETIC SURVEY
 NN0266.in June 1991.
 NN0266
 NN0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0266.GEOID18 height accuracy estimate available here.
 NN0266
 NN0266.Click photographs - Photos may exist for this station.
 NN0266
 NN0266.The dynamic height is computed by dividing the NAVD 88
 NN0266.geopotential number by the normal gravity value computed on the
 NN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0266.degrees latitude (g = 980.6199 gals.).
 NN0266
 NN0266.The modeled gravity was interpolated from observed gravity values.
 NN0266
 NN0266;                    North         East    Units  Estimated Accuracy
 NN0266;SPC NE       -   303,760.      610,220.      MT  (+/- 180 meters Scaled)
 NN0266
 NN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281121(NAD 83)
 NN0266
 NN0266                          SUPERSEDED SURVEY CONTROL
 NN0266
 NN0266  NGVD 29 (??/??/92)  598.730  (m)         1964.33   (f) ADJ UNCH    1 2
 NN0266
 NN0266.Superseded values are not recommended for survey control.
 NN0266
 NN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0266.See file dsdata.pdf to determine how the superseded data were derived.
 NN0266
 NN0266_MARKER: DB = BENCH MARK DISK
 NN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0266_STAMPING: 1964.333 E 19 1933
 NN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0266+STABILITY: SURFACE MOTION
 NN0266
 NN0266  HISTORY     - Date     Condition        Report By
 NN0266  HISTORY     - 1933     MONUMENTED       CGS
 NN0266
 NN0266                          STATION DESCRIPTION
 NN0266
 NN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0266'7.7 MI N FROM O NEILL.
 NN0266'7.7 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0266'0.2 MILE NORTH OF A SMALL CONCRETE BRIDGE, 300 FEET SOUTH OF A
 NN0266'SMALL CONCRETE CULVERT, AT THE JUNCTION OF A LANE LEADING TO THE
 NN0266'J.D. DONOHOE FARM (IN 1933), 36 FEET EAST OF THE CENTER LINE OF
 NN0266'THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF THE LANE, 7 FEET
 NN0266'NORTH OF A GATEPOST, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 NN0266'DISK, STAMPED 1964.333 E 19 1933 AND SET IN THE TOP OF A CONCRETE
 NN0266'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5257 ***********************************************************************
 DG5257  DESIGNATION -  E 19 RESET
 DG5257  PID         -  DG5257
 DG5257  STATE/COUNTY-  NE/HOLT
 DG5257  COUNTRY     -  US
 DG5257  USGS QUAD   -  MEEK SW (2017)
 DG5257
 DG5257                         *CURRENT SURVEY CONTROL
 DG5257  ______________________________________________________________________
 DG5257* NAD 83(1986) POSITION- 42 33 41.     (N) 098 39 27.     (W)   SCALED
 DG5257* NAVD 88 ORTHO HEIGHT -   598.23  (meters)     1962.7   (feet) RESET
 DG5257  ______________________________________________________________________
 DG5257  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 DG5257  VERT ORDER      -  THIRD
 DG5257
 DG5257.The horizontal coordinates were scaled from a map and have
 DG5257.an estimated accuracy of +/- 6 seconds.
 DG5257
 DG5257.The orthometric height was computed from unverified reset data.
 DG5257
 DG5257.No vertical observational check was made to the station.
 DG5257
 DG5257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5257.GEOID18 height accuracy estimate available here.
 DG5257
 DG5257.Click photographs - Photos may exist for this station.
 DG5257
 DG5257;                    North         East    Units  Estimated Accuracy
 DG5257;SPC NE       -   303,760.      610,220.      MT  (+/- 180 meters Scaled)
 DG5257
 DG5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281121(NAD 83)
 DG5257
 DG5257                          SUPERSEDED SURVEY CONTROL
 DG5257
 DG5257.No superseded survey control is available for this station.
 DG5257
 DG5257_MARKER: DV = VERTICAL CONTROL DISK
 DG5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5257_STAMPING: E 19 RESET 2003
 DG5257_MARK LOGO: NGS
 DG5257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5257+STABILITY: SURFACE MOTION
 DG5257
 DG5257  HISTORY     - Date     Condition        Report By
 DG5257  HISTORY     - 2003     MONUMENTED       NEDR
 DG5257
 DG5257                          STATION DESCRIPTION
 DG5257
 DG5257'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (RS)
 DG5257'FROM THE WEST JUNCTION HWY 20 AND HWY 281 IN ONEILL GO NORTH ON HWY
 DG5257'281 APPROXIMATELY 7.15 MILES TO BM ON EAST ROW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1250 ***********************************************************************
 NM1250  DESIGNATION -  E 2
 NM1250  PID         -  NM1250
 NM1250  STATE/COUNTY-  NE/PIERCE
 NM1250  COUNTRY     -  US
 NM1250  USGS QUAD   -  FOSTER (2017)
 NM1250
 NM1250                         *CURRENT SURVEY CONTROL
 NM1250  ______________________________________________________________________
 NM1250* NAD 83(1986) POSITION- 42 16 22.     (N) 097 39 55.     (W)   SCALED
 NM1250* NAVD 88 ORTHO HEIGHT -   499.518 (meters)     1638.84  (feet) ADJUSTED
 NM1250  ______________________________________________________________________
 NM1250  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 NM1250  DYNAMIC HEIGHT  -        499.331 (meters)     1638.22  (feet) COMP
 NM1250  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 NM1250
 NM1250  VERT ORDER      -  FIRST     CLASS II
 NM1250
 NM1250.The horizontal coordinates were scaled from a map and have
 NM1250.an estimated accuracy of +/- 6 seconds.
 NM1250
 NM1250.The orthometric height was determined by differential leveling and
 NM1250.adjusted by the NATIONAL GEODETIC SURVEY
 NM1250.in June 1991.
 NM1250
 NM1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1250.GEOID18 height accuracy estimate available here.
 NM1250
 NM1250.Click photographs - Photos may exist for this station.
 NM1250
 NM1250.The dynamic height is computed by dividing the NAVD 88
 NM1250.geopotential number by the normal gravity value computed on the
 NM1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1250.degrees latitude (g = 980.6199 gals.).
 NM1250
 NM1250.The modeled gravity was interpolated from observed gravity values.
 NM1250
 NM1250;                    North         East    Units  Estimated Accuracy
 NM1250;SPC NE       -   273,450.      692,530.      MT  (+/- 180 meters Scaled)
 NM1250
 NM1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM100809(NAD 83)
 NM1250
 NM1250                          SUPERSEDED SURVEY CONTROL
 NM1250
 NM1250.No superseded survey control is available for this station.
 NM1250
 NM1250_MARKER: Q = CHISELED SQUARE
 NM1250_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1250
 NM1250  HISTORY     - Date     Condition        Report By
 NM1250  HISTORY     - 1900     MONUMENTED       CGS
 NM1250  HISTORY     - 1946     MARK NOT FOUND   CGS
 NM1250
 NM1250                          STATION DESCRIPTION
 NM1250
 NM1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1250'AT FOSTER.
 NM1250'AT FOSTER, PIERCE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1250'AT THE NYE AND SCHNEIDER CO. ELEVATOR, 31 PACES NORTHEAST OF
 NM1250'THE CENTERLINE OF THE TRACK, AND 4 FEET NORTHWEST OF AND IN LINE
 NM1250'WITH THE NORTHEAST SIDE OF THE ELEVATOR.  THE BOTTOM OF A SQUARE
 NM1250'HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NM1250'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0186 ***********************************************************************
 NO0186  DESIGNATION -  E 20
 NO0186  PID         -  NO0186
 NO0186  STATE/COUNTY-  NE/CHERRY
 NO0186  COUNTRY     -  US
 NO0186  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0186
 NO0186                         *CURRENT SURVEY CONTROL
 NO0186  ______________________________________________________________________
 NO0186* NAD 83(1986) POSITION- 42 55 11.     (N) 100 34 24.     (W)   SCALED
 NO0186* NAVD 88 ORTHO HEIGHT -   828.042 (meters)     2716.67  (feet) ADJUSTED
 NO0186  ______________________________________________________________________
 NO0186  GEOID HEIGHT    -        -21.938 (meters)                     GEOID18
 NO0186  DYNAMIC HEIGHT  -        827.714 (meters)     2715.59  (feet) COMP
 NO0186  MODELED GRAVITY -    980,197.0   (mgal)                       NAVD 88
 NO0186
 NO0186  VERT ORDER      -  FIRST     CLASS II
 NO0186
 NO0186.The horizontal coordinates were scaled from a map and have
 NO0186.an estimated accuracy of +/- 6 seconds.
 NO0186
 NO0186.The orthometric height was determined by differential leveling and
 NO0186.adjusted by the NATIONAL GEODETIC SURVEY
 NO0186.in June 1991.
 NO0186
 NO0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0186.GEOID18 height accuracy estimate available here.
 NO0186
 NO0186.Click photographs - Photos may exist for this station.
 NO0186
 NO0186.The dynamic height is computed by dividing the NAVD 88
 NO0186.geopotential number by the normal gravity value computed on the
 NO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0186.degrees latitude (g = 980.6199 gals.).
 NO0186
 NO0186.The modeled gravity was interpolated from observed gravity values.
 NO0186
 NO0186;                    North         East    Units  Estimated Accuracy
 NO0186;SPC NE       -   342,860.      453,190.      MT  (+/- 180 meters Scaled)
 NO0186
 NO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN715531(NAD 83)
 NO0186
 NO0186                          SUPERSEDED SURVEY CONTROL
 NO0186
 NO0186  NGVD 29 (??/??/92)  827.751  (m)         2715.71   (f) ADJ UNCH    1 2
 NO0186
 NO0186.Superseded values are not recommended for survey control.
 NO0186
 NO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0186.See file dsdata.pdf to determine how the superseded data were derived.
 NO0186
 NO0186_MARKER: DB = BENCH MARK DISK
 NO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0186_STAMPING: E 20 1933
 NO0186_MARK LOGO: CGS
 NO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0186+STABILITY: SURFACE MOTION
 NO0186
 NO0186  HISTORY     - Date     Condition        Report By
 NO0186  HISTORY     - 1933     MONUMENTED       CGS
 NO0186  HISTORY     - 1980     MARK NOT FOUND   USGS
 NO0186  HISTORY     - 19920721 MARK NOT FOUND   NGS
 NO0186
 NO0186                          STATION DESCRIPTION
 NO0186
 NO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0186'3.5 MI N FROM VALENTINE.
 NO0186'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE,
 NO0186'CHERRY COUNTY, ABOUT 0.6 MILE NORTH OF A CROSS ROAD, ABOUT 500
 NO0186'FEET NORTH OF A SMALL BRIDGE, ABOUT 300 FEET NORTHEAST OF HOWARD
 NO0186'L. COLBURN HOUSE, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NO0186'20 FEET WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.
 NO0186'A STANDARD DISK, STAMPED E 20 1933 AND SET IN THE TOP OF A
 NO0186'CONCRETE POST.
 NO0186
 NO0186                          STATION RECOVERY (1980)
 NO0186
 NO0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0186'ALL LOCAL FENCES REMOVED OR CHANGED SINCE THE DESCRIPTION WAS
 NO0186'WRITTEN. THERE HAS BEEN NEW ROAD CONSTRUCTION IN THE AREA SINCE THE
 NO0186'MARK WAS ESTABLISHED.
 NO0186
 NO0186                          STATION RECOVERY (1992)
 NO0186
 NO0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0186'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 NO0186'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0075 ***********************************************************************
 LJ0075  DESIGNATION -  E 206
 LJ0075  PID         -  LJ0075
 LJ0075  STATE/COUNTY-  NE/HITCHCOCK
 LJ0075  COUNTRY     -  US
 LJ0075  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0075
 LJ0075                         *CURRENT SURVEY CONTROL
 LJ0075  ______________________________________________________________________
 LJ0075* NAD 83(1986) POSITION- 40 11 47.     (N) 100 56 13.     (W)   SCALED
 LJ0075* NAVD 88 ORTHO HEIGHT -   802.224 (meters)     2631.96  (feet) ADJUSTED
 LJ0075  ______________________________________________________________________
 LJ0075  GEOID HEIGHT    -        -23.688 (meters)                     GEOID18
 LJ0075  DYNAMIC HEIGHT  -        801.681 (meters)     2630.18  (feet) COMP
 LJ0075  MODELED GRAVITY -    979,923.1   (mgal)                       NAVD 88
 LJ0075
 LJ0075  VERT ORDER      -  SECOND    CLASS 0
 LJ0075
 LJ0075.The horizontal coordinates were scaled from a map and have
 LJ0075.an estimated accuracy of +/- 6 seconds.
 LJ0075
 LJ0075.The orthometric height was determined by differential leveling and
 LJ0075.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0075.in June 1991.
 LJ0075
 LJ0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0075.GEOID18 height accuracy estimate available here.
 LJ0075
 LJ0075.Click photographs - Photos may exist for this station.
 LJ0075
 LJ0075.The dynamic height is computed by dividing the NAVD 88
 LJ0075.geopotential number by the normal gravity value computed on the
 LJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0075.degrees latitude (g = 980.6199 gals.).
 LJ0075
 LJ0075.The modeled gravity was interpolated from observed gravity values.
 LJ0075
 LJ0075;                    North         East    Units  Estimated Accuracy
 LJ0075;SPC NE       -    40,740.      420,230.      MT  (+/- 180 meters Scaled)
 LJ0075
 LJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK351513(NAD 83)
 LJ0075
 LJ0075                          SUPERSEDED SURVEY CONTROL
 LJ0075
 LJ0075  NGVD 29 (??/??/92)  801.897  (m)         2630.89   (f) ADJ UNCH    2 0
 LJ0075
 LJ0075.Superseded values are not recommended for survey control.
 LJ0075
 LJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0075.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0075
 LJ0075_MARKER: DB = BENCH MARK DISK
 LJ0075_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LJ0075_SP_SET: BRIDGE BACKWALL
 LJ0075_STAMPING: E 206 1939
 LJ0075_MARK LOGO: CGS
 LJ0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0075
 LJ0075  HISTORY     - Date     Condition        Report By
 LJ0075  HISTORY     - 1939     MONUMENTED       CGS
 LJ0075
 LJ0075                          STATION DESCRIPTION
 LJ0075
 LJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0075'6.2 MI W FROM CULBERTSON.
 LJ0075'6.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0075'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 180 FEET EAST
 LJ0075'OF SIGNAL BLOCK 3053, AT BRIDGE 305.21, IN THE TOP OF THE SOUTH
 LJ0075'END OF THE EAST CONCRETE BACKWALL, 135 FEET SOUTH OF THE
 LJ0075'CENTERLINE OF A DIRT ROAD, 5 FEET SOUTH OF THE CENTERLINE OF
 LJ0075'THE TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LJ0075'DISK, STAMPED E 206 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0412 ***********************************************************************
 LG0412  DESIGNATION -  E 207
 LG0412  PID         -  LG0412
 LG0412  STATE/COUNTY-  NE/SEWARD
 LG0412  COUNTRY     -  US
 LG0412  USGS QUAD   -  PLEASANT DALE (2017)
 LG0412
 LG0412                         *CURRENT SURVEY CONTROL
 LG0412  ______________________________________________________________________
 LG0412* NAD 83(1986) POSITION- 40 46 30.     (N) 096 59 04.     (W)   SCALED
 LG0412* NAVD 88 ORTHO HEIGHT -   428.661 (meters)     1406.37  (feet) ADJUSTED
 LG0412  ______________________________________________________________________
 LG0412  GEOID HEIGHT    -        -26.824 (meters)                     GEOID18
 LG0412  DYNAMIC HEIGHT  -        428.430 (meters)     1405.61  (feet) COMP
 LG0412  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 LG0412
 LG0412  VERT ORDER      -  SECOND    CLASS 0
 LG0412
 LG0412.The horizontal coordinates were scaled from a map and have
 LG0412.an estimated accuracy of +/- 6 seconds.
 LG0412
 LG0412.The orthometric height was determined by differential leveling and
 LG0412.adjusted by the NATIONAL GEODETIC SURVEY
 LG0412.in June 1991.
 LG0412
 LG0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0412.GEOID18 height accuracy estimate available here.
 LG0412
 LG0412.Click photographs - Photos may exist for this station.
 LG0412
 LG0412.The dynamic height is computed by dividing the NAVD 88
 LG0412.geopotential number by the normal gravity value computed on the
 LG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0412.degrees latitude (g = 980.6199 gals.).
 LG0412
 LG0412.The modeled gravity was interpolated from observed gravity values.
 LG0412
 LG0412;                    North         East    Units  Estimated Accuracy
 LG0412;SPC NE       -   108,990.      754,460.      MT  (+/- 180 meters Scaled)
 LG0412
 LG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL700157(NAD 83)
 LG0412
 LG0412                          SUPERSEDED SURVEY CONTROL
 LG0412
 LG0412  NGVD 29 (??/??/92)  428.488  (m)         1405.80   (f) ADJ UNCH    2 0
 LG0412
 LG0412.Superseded values are not recommended for survey control.
 LG0412
 LG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0412.See file dsdata.pdf to determine how the superseded data were derived.
 LG0412
 LG0412_MARKER: DB = BENCH MARK DISK
 LG0412_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0412+WITH SETTING: PAVEMENT
 LG0412_SP_SET: SIGNAL BASE
 LG0412_STAMPING: E 207 1939
 LG0412_MARK LOGO: CGS
 LG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0412+STABILITY: SURFACE MOTION
 LG0412
 LG0412  HISTORY     - Date     Condition        Report By
 LG0412  HISTORY     - 1939     MONUMENTED       CGS
 LG0412
 LG0412                          STATION DESCRIPTION
 LG0412
 LG0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0412'2.7 MI W FROM PLEASANT DALE.
 LG0412'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0412'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, 0.3 MILE WEST
 LG0412'OF BRIDGE 16.04, IN THE TOP OF SIGNAL BASE S 1637, 12 FEET
 LG0412'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER
 LG0412'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 207 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0012 ***********************************************************************
 LG0012  DESIGNATION -  E 208
 LG0012  PID         -  LG0012
 LG0012  STATE/COUNTY-  NE/OTOE
 LG0012  COUNTRY     -  US
 LG0012  USGS QUAD   -  SYRACUSE (2017)
 LG0012
 LG0012                         *CURRENT SURVEY CONTROL
 LG0012  ______________________________________________________________________
 LG0012* NAD 83(1986) POSITION- 40 38 21.     (N) 096 08 37.     (W)   SCALED
 LG0012* NAVD 88 ORTHO HEIGHT -   323.642 (meters)     1061.82  (feet) ADJUSTED
 LG0012  ______________________________________________________________________
 LG0012  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 LG0012  DYNAMIC HEIGHT  -        323.476 (meters)     1061.27  (feet) COMP
 LG0012  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LG0012
 LG0012  VERT ORDER      -  FIRST     CLASS II
 LG0012
 LG0012.The horizontal coordinates were scaled from a map and have
 LG0012.an estimated accuracy of +/- 6 seconds.
 LG0012
 LG0012.The orthometric height was determined by differential leveling and
 LG0012.adjusted by the NATIONAL GEODETIC SURVEY
 LG0012.in June 1991.
 LG0012
 LG0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0012.GEOID18 height accuracy estimate available here.
 LG0012
 LG0012.Click photographs - Photos may exist for this station.
 LG0012
 LG0012.The dynamic height is computed by dividing the NAVD 88
 LG0012.geopotential number by the normal gravity value computed on the
 LG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0012.degrees latitude (g = 980.6199 gals.).
 LG0012
 LG0012.The modeled gravity was interpolated from observed gravity values.
 LG0012
 LG0012;                    North         East    Units  Estimated Accuracy
 LG0012;SPC NE       -    96,740.      826,040.      MT  (+/- 180 meters Scaled)
 LG0012
 LG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL415026(NAD 83)
 LG0012
 LG0012                          SUPERSEDED SURVEY CONTROL
 LG0012
 LG0012  NGVD 29 (??/??/92)  323.526  (m)         1061.43   (f) ADJ UNCH    1 2
 LG0012
 LG0012.Superseded values are not recommended for survey control.
 LG0012
 LG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0012.See file dsdata.pdf to determine how the superseded data were derived.
 LG0012
 LG0012_MARKER: DB = BENCH MARK DISK
 LG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0012_STAMPING: E 208 1940
 LG0012_MARK LOGO: CGS
 LG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0012+STABILITY: SURFACE MOTION
 LG0012
 LG0012  HISTORY     - Date     Condition        Report By
 LG0012  HISTORY     - 1940     MONUMENTED       CGS
 LG0012  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0012
 LG0012                          STATION DESCRIPTION
 LG0012
 LG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0012'3.4 MI SE FROM SYRACUSE.
 LG0012'3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0012'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 750 FEET
 LG0012'NORTHEAST OF MILEPOST 24, AT THE CROSSING OF AN EAST-AND-WEST
 LG0012'DIRT ROAD, 48 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 47
 LG0012'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 35 FEET NORTH OF THE
 LG0012'CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0012'WITNESS POST.  A STANDARD DISK, STAMPED E 208 1940 AND SET IN THE
 LG0012'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0012
 LG0012                          STATION RECOVERY (1991)
 LG0012
 LG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0012'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0083 ***********************************************************************
 NO0083  DESIGNATION -  E 21
 NO0083  PID         -  NO0083
 NO0083  STATE/COUNTY-  NE/CHERRY
 NO0083  COUNTRY     -  US
 NO0083  USGS QUAD   -  SQUARE LAKE (2017)
 NO0083
 NO0083                         *CURRENT SURVEY CONTROL
 NO0083  ______________________________________________________________________
 NO0083* NAD 83(1986) POSITION- 42 27 09.13   (N) 100 52 55.04   (W)   HD_HELD1
 NO0083* NAVD 88 ORTHO HEIGHT -   933.221 (meters)     3061.74  (feet) ADJUSTED
 NO0083  ______________________________________________________________________
 NO0083  GEOID HEIGHT    -        -20.759 (meters)                     GEOID18
 NO0083  DYNAMIC HEIGHT  -        932.787 (meters)     3060.32  (feet) COMP
 NO0083  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 NO0083
 NO0083  VERT ORDER      -  FIRST     CLASS II
 NO0083
 NO0083.The horizontal coordinates were determined by differentially corrected
 NO0083.hand held GPS observations or other comparable positioning techniques
 NO0083.and have an estimated accuracy of +/- 3 meters.
 NO0083
 NO0083.The orthometric height was determined by differential leveling and
 NO0083.adjusted by the NATIONAL GEODETIC SURVEY
 NO0083.in June 1991.
 NO0083
 NO0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0083.GEOID18 height accuracy estimate available here.
 NO0083
 NO0083.Click photographs - Photos may exist for this station.
 NO0083
 NO0083.The dynamic height is computed by dividing the NAVD 88
 NO0083.geopotential number by the normal gravity value computed on the
 NO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0083.degrees latitude (g = 980.6199 gals.).
 NO0083
 NO0083.The modeled gravity was interpolated from observed gravity values.
 NO0083
 NO0083;                    North         East    Units  Estimated Accuracy
 NO0083;SPC NE       -   291,181.6     427,465.4     MT  (+/- 3 meters HH1 GPS) 
 NO0083
 NO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4524701738(NAD 83)
 NO0083
 NO0083                          SUPERSEDED SURVEY CONTROL
 NO0083
 NO0083  NGVD 29 (??/??/92)  932.911  (m)         3060.73   (f) ADJ UNCH    1 2
 NO0083
 NO0083.Superseded values are not recommended for survey control.
 NO0083
 NO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0083.See file dsdata.pdf to determine how the superseded data were derived.
 NO0083
 NO0083_MARKER: DB = BENCH MARK DISK
 NO0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0083_STAMPING: 3060.725 E 21 1933
 NO0083_MARK LOGO: CGS
 NO0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0083+STABILITY: SURFACE MOTION
 NO0083
 NO0083  HISTORY     - Date     Condition        Report By
 NO0083  HISTORY     - 1933     MONUMENTED       CGS
 NO0083  HISTORY     - 1934     GOOD             CGS
 NO0083  HISTORY     - 19850718 MARK NOT FOUND   USPSQD
 NO0083
 NO0083                          STATION DESCRIPTION
 NO0083
 NO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0083'6.8 MI SW FROM TINY TOWN.
 NO0083'6.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 NO0083'AT TINY TOWN, CHERRY COUNTY, 0.3 MILE SOUTHEAST OF THE SEARS
 NO0083'RANCH HOUSE, 75 FEET EAST OF AN AUTOMOBILE GATE ACROSS THE
 NO0083'ROAD, 45 FEET SOUTHWEST OF LITTLE PACKINGHAM LAKE, 48 FEET
 NO0083'EAST OF THE ROAD, AND 1 FOOT WEST OF A FENCE LINE.  A STANDARD
 NO0083'DISK, STAMPED 3060.725 E 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0083'POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0083
 NO0083                          STATION RECOVERY (1934)
 NO0083
 NO0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0083'RECOVERED IN GOOD CONDITION.
 NO0083
 NO0083                          STATION RECOVERY (1985)
 NO0083
 NO0083'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1388 ***********************************************************************
 MK1388  DESIGNATION -  E 211
 MK1388  PID         -  MK1388
 MK1388  STATE/COUNTY-  NE/MERRICK
 MK1388  COUNTRY     -  US
 MK1388  USGS QUAD   -  SILVER CREEK (2017)
 MK1388
 MK1388                         *CURRENT SURVEY CONTROL
 MK1388  ______________________________________________________________________
 MK1388* NAD 83(1986) POSITION- 41 18 09.     (N) 097 41 20.     (W)   SCALED
 MK1388* NAVD 88 ORTHO HEIGHT -   474.851 (meters)     1557.91  (feet) ADJUSTED
 MK1388  ______________________________________________________________________
 MK1388  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 MK1388  DYNAMIC HEIGHT  -        474.630 (meters)     1557.18  (feet) COMP
 MK1388  MODELED GRAVITY -    980,143.9   (mgal)                       NAVD 88
 MK1388
 MK1388  VERT ORDER      -  FIRST     CLASS II
 MK1388
 MK1388.The horizontal coordinates were scaled from a map and have
 MK1388.an estimated accuracy of +/- 6 seconds.
 MK1388
 MK1388.The orthometric height was determined by differential leveling and
 MK1388.adjusted by the NATIONAL GEODETIC SURVEY
 MK1388.in June 1991.
 MK1388
 MK1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1388.GEOID18 height accuracy estimate available here.
 MK1388
 MK1388.Click photographs - Photos may exist for this station.
 MK1388
 MK1388.The dynamic height is computed by dividing the NAVD 88
 MK1388.geopotential number by the normal gravity value computed on the
 MK1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1388.degrees latitude (g = 980.6199 gals.).
 MK1388
 MK1388.The modeled gravity was interpolated from observed gravity values.
 MK1388
 MK1388;                    North         East    Units  Estimated Accuracy
 MK1388;SPC NE       -   165,700.      693,470.      MT  (+/- 180 meters Scaled)
 MK1388
 MK1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL097731(NAD 83)
 MK1388
 MK1388                          SUPERSEDED SURVEY CONTROL
 MK1388
 MK1388  NGVD 29 (??/??/92)  474.650  (m)         1557.25   (f) ADJ UNCH    1 2
 MK1388
 MK1388.Superseded values are not recommended for survey control.
 MK1388
 MK1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1388.See file dsdata.pdf to determine how the superseded data were derived.
 MK1388
 MK1388_MARKER: DB = BENCH MARK DISK
 MK1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1388_STAMPING: E 271 1940
 MK1388_MARK LOGO: CGS
 MK1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1388+STABILITY: SURFACE MOTION
 MK1388
 MK1388  HISTORY     - Date     Condition        Report By
 MK1388  HISTORY     - 1940     MONUMENTED       CGS
 MK1388
 MK1388                          STATION DESCRIPTION
 MK1388
 MK1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1388'1.7 MI SW FROM SILVER CREEK.
 MK1388'1.7 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1388'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1388'NO. 30, 104 FEET EAST OF MILEPOST NO. 104, 53 FEET NORTH OF
 MK1388'CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF CENTERLINE OF SOUTH
 MK1388'MAIN TRACK, 3.2 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1388'PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0139 ***********************************************************************
 ML0139  DESIGNATION -  E 212
 ML0139  PID         -  ML0139
 ML0139  STATE/COUNTY-  NE/MERRICK
 ML0139  COUNTRY     -  US
 ML0139  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0139
 ML0139                         *CURRENT SURVEY CONTROL
 ML0139  ______________________________________________________________________
 ML0139* NAD 83(1986) POSITION- 41 06 23.     (N) 098 01 07.     (W)   SCALED
 ML0139* NAVD 88 ORTHO HEIGHT -   519.628 (meters)     1704.81  (feet) ADJUSTED
 ML0139  ______________________________________________________________________
 ML0139  GEOID HEIGHT    -        -25.274 (meters)                     GEOID18
 ML0139  DYNAMIC HEIGHT  -        519.369 (meters)     1703.96  (feet) COMP
 ML0139  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 ML0139
 ML0139  VERT ORDER      -  FIRST     CLASS II
 ML0139
 ML0139.The horizontal coordinates were scaled from a map and have
 ML0139.an estimated accuracy of +/- 6 seconds.
 ML0139
 ML0139.The orthometric height was determined by differential leveling and
 ML0139.adjusted by the NATIONAL GEODETIC SURVEY
 ML0139.in June 1991.
 ML0139
 ML0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0139.GEOID18 height accuracy estimate available here.
 ML0139
 ML0139.Click photographs - Photos may exist for this station.
 ML0139
 ML0139.The dynamic height is computed by dividing the NAVD 88
 ML0139.geopotential number by the normal gravity value computed on the
 ML0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0139.degrees latitude (g = 980.6199 gals.).
 ML0139
 ML0139.The modeled gravity was interpolated from observed gravity values.
 ML0139
 ML0139;                    North         East    Units  Estimated Accuracy
 ML0139;SPC NE       -   143,250.      666,370.      MT  (+/- 180 meters Scaled)
 ML0139
 ML0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL824510(NAD 83)
 ML0139
 ML0139                          SUPERSEDED SURVEY CONTROL
 ML0139
 ML0139  NGVD 29 (??/??/92)  519.408  (m)         1704.09   (f) ADJ UNCH    1 2
 ML0139
 ML0139.Superseded values are not recommended for survey control.
 ML0139
 ML0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0139.See file dsdata.pdf to determine how the superseded data were derived.
 ML0139
 ML0139_MARKER: DB = BENCH MARK DISK
 ML0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0139_SP_SET: CULVERT HEADWALL
 ML0139_STAMPING: E 212 1940
 ML0139_MARK LOGO: CGS
 ML0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0139+STABILITY: SURFACE MOTION
 ML0139
 ML0139  HISTORY     - Date     Condition        Report By
 ML0139  HISTORY     - 1940     MONUMENTED       CGS
 ML0139  HISTORY     - 1950     GOOD             CGS
 ML0139
 ML0139                          STATION DESCRIPTION
 ML0139
 ML0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 ML0139'1 MI SW FROM CENTRAL CITY.
 ML0139'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 ML0139'700 FEET NORTHEAST OF MILEPOST NO. 126, 65.5 FEET NORTH
 ML0139'OF CENTERLINE OF U.S. HIGHWAY NO. 30, 30.8 FEET SOUTH OF
 ML0139'CENTERLINE OF SOUTH MAIN TRACK, BM IS SET FLUSH AND
 ML0139'HORIZONTALLY IN TOP OF EAST END OF SOUTH HEADWALL OF CONCRETE
 ML0139'PIPE CULVERT WHICH RUNS UNDERNEATH RR.  NO 4 X 4 INCH WOODEN
 ML0139'POST WAS SET BECAUSE CONCRETE CULVERT SERVES AS LANDMARK.
 ML0139
 ML0139                          STATION RECOVERY (1950)
 ML0139
 ML0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1136 ***********************************************************************
 MK1136  DESIGNATION -  E 213
 MK1136  PID         -  MK1136
 MK1136  STATE/COUNTY-  NE/MADISON
 MK1136  COUNTRY     -  US
 MK1136  USGS QUAD   -  MADISON (2017)
 MK1136
 MK1136                         *CURRENT SURVEY CONTROL
 MK1136  ______________________________________________________________________
 MK1136* NAD 83(1986) POSITION- 41 45 28.     (N) 097 29 13.     (W)   SCALED
 MK1136* NAVD 88 ORTHO HEIGHT -   503.550 (meters)     1652.06  (feet) ADJUSTED
 MK1136  ______________________________________________________________________
 MK1136  GEOID HEIGHT    -        -24.733 (meters)                     GEOID18
 MK1136  DYNAMIC HEIGHT  -        503.341 (meters)     1651.38  (feet) COMP
 MK1136  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 MK1136
 MK1136  VERT ORDER      -  FIRST     CLASS II
 MK1136
 MK1136.The horizontal coordinates were scaled from a map and have
 MK1136.an estimated accuracy of +/- 6 seconds.
 MK1136
 MK1136.The orthometric height was determined by differential leveling and
 MK1136.adjusted by the NATIONAL GEODETIC SURVEY
 MK1136.in June 1991.
 MK1136
 MK1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1136.GEOID18 height accuracy estimate available here.
 MK1136
 MK1136.Click photographs - Photos may exist for this station.
 MK1136
 MK1136.The dynamic height is computed by dividing the NAVD 88
 MK1136.geopotential number by the normal gravity value computed on the
 MK1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1136.degrees latitude (g = 980.6199 gals.).
 MK1136
 MK1136.The modeled gravity was interpolated from observed gravity values.
 MK1136
 MK1136;                    North         East    Units  Estimated Accuracy
 MK1136;SPC NE       -   216,700.      708,900.      MT  (+/- 180 meters Scaled)
 MK1136
 MK1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM257239(NAD 83)
 MK1136
 MK1136                          SUPERSEDED SURVEY CONTROL
 MK1136
 MK1136  NGVD 29 (??/??/92)  503.362  (m)         1651.45   (f) ADJ UNCH    1 2
 MK1136
 MK1136.Superseded values are not recommended for survey control.
 MK1136
 MK1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1136.See file dsdata.pdf to determine how the superseded data were derived.
 MK1136
 MK1136_MARKER: DB = BENCH MARK DISK
 MK1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1136_STAMPING: E 213 1940
 MK1136_MARK LOGO: CGS
 MK1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1136+STABILITY: SURFACE MOTION
 MK1136
 MK1136  HISTORY     - Date     Condition        Report By
 MK1136  HISTORY     - 1940     MONUMENTED       CGS
 MK1136
 MK1136                          STATION DESCRIPTION
 MK1136
 MK1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1136'5 MI S FROM MADISON.
 MK1136'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 115
 MK1136'FEET NORTHWEST OF CENTER OF INTERSECTION OF EAST-WEST GRAVEL
 MK1136'ROAD AND TRACK, 72 FEET NORTH OF CENTERLINE OF GRAVEL ROAD,
 MK1136'48.5 FEET WEST OF CENTERLINE OF TRACK, 3.0 FEET SOUTH OF 4 X 4
 MK1136'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET EAST OF
 MK1136'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1236 ***********************************************************************
 NM1236  DESIGNATION -  E 214
 NM1236  PID         -  NM1236
 NM1236  STATE/COUNTY-  NE/PIERCE
 NM1236  COUNTRY     -  US
 NM1236  USGS QUAD   -  PIERCE (2017)
 NM1236
 NM1236                         *CURRENT SURVEY CONTROL
 NM1236  ______________________________________________________________________
 NM1236* NAD 83(1986) POSITION- 42 11 55.     (N) 097 31 29.     (W)   SCALED
 NM1236* NAVD 88 ORTHO HEIGHT -   481.571 (meters)     1579.95  (feet) ADJUSTED
 NM1236  ______________________________________________________________________
 NM1236  GEOID HEIGHT    -        -24.948 (meters)                     GEOID18
 NM1236  DYNAMIC HEIGHT  -        481.387 (meters)     1579.35  (feet) COMP
 NM1236  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 NM1236
 NM1236  VERT ORDER      -  FIRST     CLASS II
 NM1236
 NM1236.The horizontal coordinates were scaled from a map and have
 NM1236.an estimated accuracy of +/- 6 seconds.
 NM1236
 NM1236.The orthometric height was determined by differential leveling and
 NM1236.adjusted by the NATIONAL GEODETIC SURVEY
 NM1236.in June 1991.
 NM1236
 NM1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1236.GEOID18 height accuracy estimate available here.
 NM1236
 NM1236.Click photographs - Photos may exist for this station.
 NM1236
 NM1236.The dynamic height is computed by dividing the NAVD 88
 NM1236.geopotential number by the normal gravity value computed on the
 NM1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1236.degrees latitude (g = 980.6199 gals.).
 NM1236
 NM1236.The modeled gravity was interpolated from observed gravity values.
 NM1236
 NM1236;                    North         East    Units  Estimated Accuracy
 NM1236;SPC NE       -   265,540.      704,360.      MT  (+/- 180 meters Scaled)
 NM1236
 NM1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM217728(NAD 83)
 NM1236
 NM1236                          SUPERSEDED SURVEY CONTROL
 NM1236
 NM1236  NGVD 29 (??/??/92)  481.399  (m)         1579.39   (f) ADJ UNCH    1 2
 NM1236
 NM1236.Superseded values are not recommended for survey control.
 NM1236
 NM1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1236.See file dsdata.pdf to determine how the superseded data were derived.
 NM1236
 NM1236_MARKER: DB = BENCH MARK DISK
 NM1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1236_STAMPING: E 214 1940
 NM1236_MARK LOGO: CGS
 NM1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1236+STABILITY: SURFACE MOTION
 NM1236
 NM1236  HISTORY     - Date     Condition        Report By
 NM1236  HISTORY     - 1940     MONUMENTED       CGS
 NM1236  HISTORY     - 1946     GOOD             CGS
 NM1236  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NM1236
 NM1236                          STATION DESCRIPTION
 NM1236
 NM1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1236'AT PIERCE.
 NM1236'AT PIERCE, PIERCE COUNTY, AT THE CHICAGO AND NORTH WESTERN
 NM1236'RAILWAY STATION, 51 FEET EAST OF THE EAST WALL OF THE STATION,
 NM1236'IN THE NORTHWEST CORNER OF THE CITY PARK, NEAR THE CROSSING OF
 NM1236'MAIN STREET, 60 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 NM1236'AND 31 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 NM1236'DISK, STAMPED E 214 1940 AND SET IN THE TOP OF A CONCRETE POST
 NM1236'PROJECTING 0.3 FOOT ABOVE GROUND.
 NM1236
 NM1236                          STATION RECOVERY (1946)
 NM1236
 NM1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM1236'RECOVERED IN GOOD CONDITION.
 NM1236
 NM1236                          STATION RECOVERY (1983)
 NM1236
 NM1236'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0531 ***********************************************************************
 LF0531  DESIGNATION -  E 215
 LF0531  PID         -  LF0531
 LF0531  STATE/COUNTY-  NE/RICHARDSON
 LF0531  COUNTRY     -  US
 LF0531  USGS QUAD   -  FALLS CITY (2017)
 LF0531
 LF0531                         *CURRENT SURVEY CONTROL
 LF0531  ______________________________________________________________________
 LF0531* NAD 83(1986) POSITION- 40 03 28.05   (N) 095 36 42.32   (W)   HD_HELD1
 LF0531* NAVD 88 ORTHO HEIGHT -   282.662 (meters)      927.37  (feet) ADJUSTED
 LF0531  ______________________________________________________________________
 LF0531  GEOID HEIGHT    -        -30.447 (meters)                     GEOID18
 LF0531  DYNAMIC HEIGHT  -        282.505 (meters)      926.85  (feet) COMP
 LF0531  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 LF0531
 LF0531  VERT ORDER      -  SECOND    CLASS 0
 LF0531
 LF0531.The horizontal coordinates were determined by differentially corrected
 LF0531.hand held GPS observations or other comparable positioning techniques
 LF0531.and have an estimated accuracy of +/- 3 meters.
 LF0531
 LF0531.The orthometric height was determined by differential leveling and
 LF0531.adjusted by the NATIONAL GEODETIC SURVEY
 LF0531.in June 1991.
 LF0531
 LF0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0531.GEOID18 height accuracy estimate available here.
 LF0531
 LF0531.Click photographs - Photos may exist for this station.
 LF0531
 LF0531.The dynamic height is computed by dividing the NAVD 88
 LF0531.geopotential number by the normal gravity value computed on the
 LF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0531.degrees latitude (g = 980.6199 gals.).
 LF0531
 LF0531.The modeled gravity was interpolated from observed gravity values.
 LF0531
 LF0531;                    North         East    Units  Estimated Accuracy
 LF0531;SPC NE       -    34,422.5     874,242.7     MT  (+/- 3 meters HH1 GPS) 
 LF0531
 LF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7723537440(NAD 83)
 LF0531
 LF0531                          SUPERSEDED SURVEY CONTROL
 LF0531
 LF0531  NGVD 29 (??/??/92)  282.587  (m)          927.12   (f) ADJ UNCH    2 0
 LF0531
 LF0531.Superseded values are not recommended for survey control.
 LF0531
 LF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0531.See file dsdata.pdf to determine how the superseded data were derived.
 LF0531
 LF0531_MARKER: DB = BENCH MARK DISK
 LF0531_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF0531+WITH SETTING: PAVEMENT
 LF0531_SP_SET: SEMAPHORE BASE
 LF0531_STAMPING: E 215 1945
 LF0531_MARK LOGO: CGS
 LF0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0531+STABILITY: SURFACE MOTION
 LF0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0531+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 LF0531
 LF0531  HISTORY     - Date     Condition        Report By
 LF0531  HISTORY     - 1945     MONUMENTED       CGS
 LF0531  HISTORY     - 20080328 GOOD             INDIV
 LF0531  HISTORY     - 20100513 GOOD             INDIV
 LF0531  HISTORY     - 20120710 GOOD             NEDR
 LF0531
 LF0531                          STATION DESCRIPTION
 LF0531
 LF0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0531'0.9 MI NW FROM FALLS CITY.
 LF0531'AT FALLS CITY, 0.9 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 LF0531'RAILROAD FROM THE STATION, 125 FEET SOUTH OF A ROAD CROSSING,
 LF0531'AT THE NORTH END OF A SOUTHEAST CURVE, AT SEMAPHORE 385-68, IN
 LF0531'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE, ON THE WEST
 LF0531'SIDE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  AN
 LF0531'IRON BENCH-MARK DISK, STAMPED E 215 1945.
 LF0531
 LF0531                          STATION RECOVERY (2008)
 LF0531
 LF0531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0531'TRACK HAS BEEN RAISED, AND BENCHMARK IS NOW 1' LOWER THAN TRACK.
 LF0531'BENCHMARK LIES 9' WEST OF CENTERLINE RAIL.
 LF0531
 LF0531                          STATION RECOVERY (2010)
 LF0531
 LF0531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF0531'RECOVERED IN GOOD CONDITION.
 LF0531
 LF0531                          STATION RECOVERY (2012)
 LF0531
 LF0531'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0225 ***********************************************************************
 LG0225  DESIGNATION -  E 216
 LG0225  PID         -  LG0225
 LG0225  STATE/COUNTY-  NE/PAWNEE
 LG0225  COUNTRY     -  US
 LG0225  USGS QUAD   -  TABLE ROCK (2017)
 LG0225
 LG0225                         *CURRENT SURVEY CONTROL
 LG0225  ______________________________________________________________________
 LG0225* NAD 83(1986) POSITION- 40 09 49.     (N) 096 03 19.     (W)   SCALED
 LG0225* NAVD 88 ORTHO HEIGHT -   310.498 (meters)     1018.69  (feet) ADJUSTED
 LG0225  ______________________________________________________________________
 LG0225  GEOID HEIGHT    -        -29.046 (meters)                     GEOID18
 LG0225  DYNAMIC HEIGHT  -        310.327 (meters)     1018.13  (feet) COMP
 LG0225  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 LG0225
 LG0225  VERT ORDER      -  SECOND    CLASS 0
 LG0225
 LG0225.The horizontal coordinates were scaled from a map and have
 LG0225.an estimated accuracy of +/- 6 seconds.
 LG0225
 LG0225.The orthometric height was determined by differential leveling and
 LG0225.adjusted by the NATIONAL GEODETIC SURVEY
 LG0225.in June 1991.
 LG0225
 LG0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0225.GEOID18 height accuracy estimate available here.
 LG0225
 LG0225.Click photographs - Photos may exist for this station.
 LG0225
 LG0225.The dynamic height is computed by dividing the NAVD 88
 LG0225.geopotential number by the normal gravity value computed on the
 LG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0225.degrees latitude (g = 980.6199 gals.).
 LG0225
 LG0225.The modeled gravity was interpolated from observed gravity values.
 LG0225
 LG0225;                    North         East    Units  Estimated Accuracy
 LG0225;SPC NE       -    44,340.      835,910.      MT  (+/- 180 meters Scaled)
 LG0225
 LG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK507500(NAD 83)
 LG0225
 LG0225                          SUPERSEDED SURVEY CONTROL
 LG0225
 LG0225  NGVD 29 (??/??/92)  310.411  (m)         1018.41   (f) ADJ UNCH    2 0
 LG0225
 LG0225.Superseded values are not recommended for survey control.
 LG0225
 LG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0225.See file dsdata.pdf to determine how the superseded data were derived.
 LG0225
 LG0225_MARKER: DB = BENCH MARK DISK
 LG0225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0225_SP_SET: CULVERT HEADWALL
 LG0225_STAMPING: E 216 1945
 LG0225_MARK LOGO: CGS
 LG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0225+STABILITY: SURFACE MOTION
 LG0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0225+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2008
 LG0225
 LG0225  HISTORY     - Date     Condition        Report By
 LG0225  HISTORY     - 1945     MONUMENTED       CGS
 LG0225  HISTORY     - 20080815 GOOD             INDIV
 LG0225
 LG0225                          STATION DESCRIPTION
 LG0225
 LG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0225'1.5 MI SE FROM TABLE ROCK.
 LG0225'1.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0225'RAILROAD FROM THE STATION AT TABLE ROCK, PAWNEE COUNTY, 50 FEET
 LG0225'SOUTH OF THE CENTER LINE OF THE TRACK, 12.5 FEET NORTH OF THE
 LG0225'CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK, AT A CONCRETE
 LG0225'CULVERT UNDER THE DIRT ROAD, IN THE TOP OF THE WEST END OF THE
 LG0225'NORTHEAST HEAD WALL, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LG0225'AND ABOUT 3 FEET LOWER THAN THE ROAD.  AN IRON BENCH-MARK DISK,
 LG0225'STAMPED E 216 1945.
 LG0225
 LG0225                          STATION RECOVERY (2008)
 LG0225
 LG0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TEK)
 LG0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0177 ***********************************************************************
 NN0177  DESIGNATION -  E 217
 NN0177  PID         -  NN0177
 NN0177  STATE/COUNTY-  NE/HOLT
 NN0177  COUNTRY     -  US
 NN0177  USGS QUAD   -  PAGE (2017)
 NN0177
 NN0177                         *CURRENT SURVEY CONTROL
 NN0177  ______________________________________________________________________
 NN0177* NAD 83(1986) POSITION- 42 23 37.     (N) 098 27 23.     (W)   SCALED
 NN0177* NAVD 88 ORTHO HEIGHT -   596.488 (meters)     1956.98  (feet) ADJUSTED
 NN0177  ______________________________________________________________________
 NN0177  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 NN0177  DYNAMIC HEIGHT  -        596.255 (meters)     1956.21  (feet) COMP
 NN0177  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 NN0177
 NN0177  VERT ORDER      -  FIRST     CLASS II
 NN0177
 NN0177.The horizontal coordinates were scaled from a map and have
 NN0177.an estimated accuracy of +/- 6 seconds.
 NN0177
 NN0177.The orthometric height was determined by differential leveling and
 NN0177.adjusted by the NATIONAL GEODETIC SURVEY
 NN0177.in June 1991.
 NN0177
 NN0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0177.GEOID18 height accuracy estimate available here.
 NN0177
 NN0177.Click photographs - Photos may exist for this station.
 NN0177
 NN0177.The dynamic height is computed by dividing the NAVD 88
 NN0177.geopotential number by the normal gravity value computed on the
 NN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0177.degrees latitude (g = 980.6199 gals.).
 NN0177
 NN0177.The modeled gravity was interpolated from observed gravity values.
 NN0177
 NN0177;                    North         East    Units  Estimated Accuracy
 NN0177;SPC NE       -   285,400.      627,060.      MT  (+/- 180 meters Scaled)
 NN0177
 NN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM447936(NAD 83)
 NN0177
 NN0177                          SUPERSEDED SURVEY CONTROL
 NN0177
 NN0177  NGVD 29 (??/??/92)  596.284  (m)         1956.31   (f) ADJ UNCH    1 2
 NN0177
 NN0177.Superseded values are not recommended for survey control.
 NN0177
 NN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0177.See file dsdata.pdf to determine how the superseded data were derived.
 NN0177
 NN0177_MARKER: DB = BENCH MARK DISK
 NN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0177_STAMPING: E 217 1946
 NN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0177+STABILITY: SURFACE MOTION
 NN0177
 NN0177  HISTORY     - Date     Condition        Report By
 NN0177  HISTORY     - 1946     MONUMENTED       CGS
 NN0177
 NN0177                          STATION DESCRIPTION
 NN0177
 NN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0177'0.6 MI S FROM PAGE.
 NN0177'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0177'PAGE, HOLT COUNTY, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 NN0177'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 86 FEET
 NN0177'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT THE
 NN0177'NORTHWEST CORNER OF A SHELTER BELT, 52 FEET SOUTHWEST OF A
 NN0177'POWER-TRANSMISSION LINE POLE, 1 FOOT NORTH OF A FENCE, 1 FOOT
 NN0177'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0177'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED E 217 1946 AND
 NN0177'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0177'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0327 ***********************************************************************
 NN0327  DESIGNATION -  E 218
 NN0327  PID         -  NN0327
 NN0327  STATE/COUNTY-  NE/HOLT
 NN0327  COUNTRY     -  US
 NN0327  USGS QUAD   -  ATKINSON (2017)
 NN0327
 NN0327                         *CURRENT SURVEY CONTROL
 NN0327  ______________________________________________________________________
 NN0327* NAD 83(1986) POSITION- 42 31 34.     (N) 098 58 01.     (W)   SCALED
 NN0327* NAVD 88 ORTHO HEIGHT -   641.825 (meters)     2105.72  (feet) ADJUSTED
 NN0327  ______________________________________________________________________
 NN0327  GEOID HEIGHT    -        -24.126 (meters)                     GEOID18
 NN0327  DYNAMIC HEIGHT  -        641.571 (meters)     2104.89  (feet) COMP
 NN0327  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 NN0327
 NN0327  VERT ORDER      -  FIRST     CLASS II
 NN0327
 NN0327.The horizontal coordinates were scaled from a map and have
 NN0327.an estimated accuracy of +/- 6 seconds.
 NN0327
 NN0327.The orthometric height was determined by differential leveling and
 NN0327.adjusted by the NATIONAL GEODETIC SURVEY
 NN0327.in June 1991.
 NN0327
 NN0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0327.GEOID18 height accuracy estimate available here.
 NN0327
 NN0327.Click photographs - Photos may exist for this station.
 NN0327
 NN0327.The dynamic height is computed by dividing the NAVD 88
 NN0327.geopotential number by the normal gravity value computed on the
 NN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0327.degrees latitude (g = 980.6199 gals.).
 NN0327
 NN0327.The modeled gravity was interpolated from observed gravity values.
 NN0327
 NN0327;                    North         East    Units  Estimated Accuracy
 NN0327;SPC NE       -   299,490.      584,860.      MT  (+/- 180 meters Scaled)
 NN0327
 NN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN027081(NAD 83)
 NN0327
 NN0327                          SUPERSEDED SURVEY CONTROL
 NN0327
 NN0327  NGVD 29 (??/??/92)  641.597  (m)         2104.97   (f) ADJ UNCH    1 2
 NN0327
 NN0327.Superseded values are not recommended for survey control.
 NN0327
 NN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0327.See file dsdata.pdf to determine how the superseded data were derived.
 NN0327
 NN0327_MARKER: DB = BENCH MARK DISK
 NN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0327_STAMPING: E 218 1946
 NN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0327+STABILITY: SURFACE MOTION
 NN0327
 NN0327  HISTORY     - Date     Condition        Report By
 NN0327  HISTORY     - 1946     MONUMENTED       CGS
 NN0327
 NN0327                          STATION DESCRIPTION
 NN0327
 NN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0327'AT ATKINSON.
 NN0327'AT ATKINSON, HOLT COUNTY, 0.5 MILE EAST ALONG THE CHICAGO AND
 NN0327'NORTH WESTERN RAILWAY FROM THE STATION, AT THE STOCK YARDS, 1 FOOT
 NN0327'SOUTHWEST OF THE NORTHWEST CORNER, 4 FEET NORTHWEST OF MILEPOST
 NN0327'173, 33.4 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 1
 NN0327'FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0327'TRACK.  A STANDARD DISK, STAMPED E 218 1946 AND SET IN THE TOP OF
 NN0327'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0404 ***********************************************************************
 NN0404  DESIGNATION -  E 219
 NN0404  PID         -  NN0404
 NN0404  STATE/COUNTY-  NE/BOYD
 NN0404  COUNTRY     -  US
 NN0404  USGS QUAD   -  DUSTIN (2017)
 NN0404
 NN0404                         *CURRENT SURVEY CONTROL
 NN0404  ______________________________________________________________________
 NN0404* NAD 83(1986) POSITION- 42 51 46.70   (N) 099 05 57.76   (W)   HD_HELD1
 NN0404* NAVD 88 ORTHO HEIGHT -   566.053 (meters)     1857.13  (feet) ADJUSTED
 NN0404  ______________________________________________________________________
 NN0404  GEOID HEIGHT    -        -25.010 (meters)                     GEOID18
 NN0404  DYNAMIC HEIGHT  -        565.846 (meters)     1856.45  (feet) COMP
 NN0404  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 NN0404
 NN0404  VERT ORDER      -  SECOND    CLASS 0
 NN0404
 NN0404.The horizontal coordinates were determined by differentially corrected
 NN0404.hand held GPS observations or other comparable positioning techniques
 NN0404.and have an estimated accuracy of +/- 3 meters.
 NN0404
 NN0404.The orthometric height was determined by differential leveling and
 NN0404.adjusted by the NATIONAL GEODETIC SURVEY
 NN0404.in June 1991.
 NN0404
 NN0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0404.GEOID18 height accuracy estimate available here.
 NN0404
 NN0404.Click photographs - Photos may exist for this station.
 NN0404
 NN0404.The dynamic height is computed by dividing the NAVD 88
 NN0404.geopotential number by the normal gravity value computed on the
 NN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0404.degrees latitude (g = 980.6199 gals.).
 NN0404
 NN0404.The modeled gravity was interpolated from observed gravity values.
 NN0404
 NN0404;                    North         East    Units  Estimated Accuracy
 NN0404;SPC NE       -   336,782.4     573,594.8     MT  (+/- 3 meters HH1 GPS) 
 NN0404
 NN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9188145603(NAD 83)
 NN0404
 NN0404                          SUPERSEDED SURVEY CONTROL
 NN0404
 NN0404  NGVD 29 (??/??/92)  565.806  (m)         1856.32   (f) ADJ UNCH    2 0
 NN0404
 NN0404.Superseded values are not recommended for survey control.
 NN0404
 NN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0404.See file dsdata.pdf to determine how the superseded data were derived.
 NN0404
 NN0404_MARKER: DB = BENCH MARK DISK
 NN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0404_STAMPING: E 219 1946
 NN0404_MARK LOGO: CGS
 NN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0404+STABILITY: SURFACE MOTION
 NN0404
 NN0404  HISTORY     - Date     Condition        Report By
 NN0404  HISTORY     - 1946     MONUMENTED       CGS
 NN0404
 NN0404                          STATION DESCRIPTION
 NN0404
 NN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0404'22.1 MI N FROM STUART.
 NN0404'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0404'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0404'NO. 20, THENCE NORTH 19.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0404'MARK, BENCH MARK IS ON TOP OF THE FIRST HILL NORTH OF THE
 NN0404'NIOBRARA RIVER BRIDGE, 48.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 NN0404'CENTER LINE OF THE ROAD, 21.0 FEET SOUTHEAST OF A FENCE CORNER,
 NN0404'1.0 FOOT SOUTHWEST OF A FENCE AND 1.0 FOOT NORTHWEST OF A 4 IN
 NN0404'X 4 IN MARKER POST.  A BRONZE DISK STAMPED E 219 1946 AND SET IN
 NN0404'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NN0404'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0193 ***********************************************************************
 MM0193  DESIGNATION -  E 22
 MM0193  PID         -  MM0193
 MM0193  STATE/COUNTY-  NE/HOOKER
 MM0193  COUNTRY     -  US
 MM0193  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0193
 MM0193                         *CURRENT SURVEY CONTROL
 MM0193  ______________________________________________________________________
 MM0193* NAD 83(1986) POSITION- 41 52 25.     (N) 101 02 22.     (W)   SCALED
 MM0193* NAVD 88 ORTHO HEIGHT -  1008.299 (meters)     3308.06  (feet) ADJUSTED
 MM0193  ______________________________________________________________________
 MM0193  GEOID HEIGHT    -        -20.731 (meters)                     GEOID18
 MM0193  DYNAMIC HEIGHT  -       1007.759 (meters)     3306.29  (feet) COMP
 MM0193  MODELED GRAVITY -    980,051.2   (mgal)                       NAVD 88
 MM0193
 MM0193  VERT ORDER      -  FIRST     CLASS II
 MM0193
 MM0193.The horizontal coordinates were scaled from a map and have
 MM0193.an estimated accuracy of +/- 6 seconds.
 MM0193
 MM0193.The orthometric height was determined by differential leveling and
 MM0193.adjusted by the NATIONAL GEODETIC SURVEY
 MM0193.in June 1991.
 MM0193
 MM0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0193.GEOID18 height accuracy estimate available here.
 MM0193
 MM0193.Click photographs - Photos may exist for this station.
 MM0193
 MM0193.The dynamic height is computed by dividing the NAVD 88
 MM0193.geopotential number by the normal gravity value computed on the
 MM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0193.degrees latitude (g = 980.6199 gals.).
 MM0193
 MM0193.The modeled gravity was interpolated from observed gravity values.
 MM0193
 MM0193;                    North         East    Units  Estimated Accuracy
 MM0193;SPC NE       -   227,040.      413,740.      MT  (+/- 180 meters Scaled)
 MM0193
 MM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM307377(NAD 83)
 MM0193
 MM0193                          SUPERSEDED SURVEY CONTROL
 MM0193
 MM0193  NGVD 29 (??/??/92) 1007.961  (m)         3306.95   (f) ADJ UNCH    1 2
 MM0193
 MM0193.Superseded values are not recommended for survey control.
 MM0193
 MM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0193.See file dsdata.pdf to determine how the superseded data were derived.
 MM0193
 MM0193_MARKER: DB = BENCH MARK DISK
 MM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0193_STAMPING: 3306.952 E 22 1933
 MM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0193+STABILITY: SURFACE MOTION
 MM0193
 MM0193  HISTORY     - Date     Condition        Report By
 MM0193  HISTORY     - 1933     MONUMENTED       CGS
 MM0193  HISTORY     - 1984     GOOD             USGS
 MM0193
 MM0193                          STATION DESCRIPTION
 MM0193
 MM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0193'12.7 MI S FROM MULLEN.
 MM0193'12.7 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0193'MULLEN, HOOKER COUNTY, 1.6 MILES NORTH OF DISMAL RIVER, 100 FEET
 MM0193'SOUTH OF A HIGH KNOLL, AT THE TOP OF A HILL, 70 FEET WEST OF
 MM0193'THE CENTERLINE OF THE OLD HIGHWAY, AND 5 FEET EAST OF A FENCE
 MM0193'LINE.  A STANDARD DISK, STAMPED 3306.952 E 22 1933 AND SET IN
 MM0193'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0193
 MM0193                          STATION RECOVERY (1984)
 MM0193
 MM0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0193'MULLEN, 12.7 MILES SOUTH ALONG STATE HIGHWAY 97 FROM MULLEN, HOOKER
 MM0193'CO. 1.6 MILES NORTH OF DISMAL RIVER, 100 FEET SOUTH OF A HIGH KNOLL.
 MM0193'70 FEET WEST OF THE CENTERLINE OF OLD 1948 U.S. HIGHWAY 83, A
 MM0193'STANDARD DISK, STAMPED 3306.952 E 22 1933' SET IN TOP OF A CONCRETE
 MM0193'POST PROJECTING 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0369 ***********************************************************************
 NN0369  DESIGNATION -  E 220
 NN0369  PID         -  NN0369
 NN0369  STATE/COUNTY-  NE/ROCK
 NN0369  COUNTRY     -  US
 NN0369  USGS QUAD   -  NEWPORT SW (2017)
 NN0369
 NN0369                         *CURRENT SURVEY CONTROL
 NN0369  ______________________________________________________________________
 NN0369* NAD 83(1986) POSITION- 42 35 08.     (N) 099 23 13.     (W)   SCALED
 NN0369* NAVD 88 ORTHO HEIGHT -   689.719 (meters)     2262.85  (feet) ADJUSTED
 NN0369  ______________________________________________________________________
 NN0369  GEOID HEIGHT    -        -23.527 (meters)                     GEOID18
 NN0369  DYNAMIC HEIGHT  -        689.442 (meters)     2261.94  (feet) COMP
 NN0369  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 NN0369
 NN0369  VERT ORDER      -  FIRST     CLASS II
 NN0369
 NN0369.The horizontal coordinates were scaled from a map and have
 NN0369.an estimated accuracy of +/- 6 seconds.
 NN0369
 NN0369.The orthometric height was determined by differential leveling and
 NN0369.adjusted by the NATIONAL GEODETIC SURVEY
 NN0369.in June 1991.
 NN0369
 NN0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0369.GEOID18 height accuracy estimate available here.
 NN0369
 NN0369.Click photographs - Photos may exist for this station.
 NN0369
 NN0369.The dynamic height is computed by dividing the NAVD 88
 NN0369.geopotential number by the normal gravity value computed on the
 NN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0369.degrees latitude (g = 980.6199 gals.).
 NN0369
 NN0369.The modeled gravity was interpolated from observed gravity values.
 NN0369
 NN0369;                    North         East    Units  Estimated Accuracy
 NN0369;SPC NE       -   305,760.      550,320.      MT  (+/- 180 meters Scaled)
 NN0369
 NN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN682148(NAD 83)
 NN0369
 NN0369                          SUPERSEDED SURVEY CONTROL
 NN0369
 NN0369  NGVD 29 (??/??/92)  689.479  (m)         2262.07   (f) ADJ UNCH    1 2
 NN0369
 NN0369.Superseded values are not recommended for survey control.
 NN0369
 NN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0369.See file dsdata.pdf to determine how the superseded data were derived.
 NN0369
 NN0369_MARKER: DB = BENCH MARK DISK
 NN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0369_STAMPING: E 220 1946
 NN0369_MARK LOGO: CGS
 NN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0369+STABILITY: SURFACE MOTION
 NN0369
 NN0369  HISTORY     - Date     Condition        Report By
 NN0369  HISTORY     - 1946     MONUMENTED       CGS
 NN0369  HISTORY     - 1976     GOOD             NGS
 NN0369
 NN0369                          STATION DESCRIPTION
 NN0369
 NN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0369'0.5 MI S FROM NEWPORT.
 NN0369'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0369'NEWPORT, ROCK COUNTY, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 NN0369'20, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.5 FEET
 NN0369'EAST OF A FENCE CORNER 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF
 NN0369'A WHITE WOODEN WITNESS POST, AND 1-1/2 FEET LOWER THAN THE
 NN0369'HIGHWAY.  A STANDARD DISK, STAMPED E 220 1946 AND SET IN THE
 NN0369'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0369
 NN0369                          STATION RECOVERY (1976)
 NN0369
 NN0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0370 ***********************************************************************
 NN0370  DESIGNATION -  E 220 RESET
 NN0370  PID         -  NN0370
 NN0370  STATE/COUNTY-  NE/ROCK
 NN0370  COUNTRY     -  US
 NN0370  USGS QUAD   -  NEWPORT SW (2017)
 NN0370
 NN0370                         *CURRENT SURVEY CONTROL
 NN0370  ______________________________________________________________________
 NN0370* NAD 83(1986) POSITION- 42 35 07.23   (N) 099 23 12.29   (W)   HD_HELD1
 NN0370* NAVD 88 ORTHO HEIGHT -   689.36  (+/-2cm)     2261.7   (feet) VERTCON
 NN0370  ______________________________________________________________________
 NN0370  GEOID HEIGHT    -        -23.527 (meters)                     GEOID18
 NN0370  VERT ORDER      -  THIRD (See Below)
 NN0370
 NN0370.The horizontal coordinates were determined by differentially corrected
 NN0370.hand held GPS observations or other comparable positioning techniques
 NN0370.and have an estimated accuracy of +/- 3 meters.
 NN0370
 NN0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0370
 NN0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0370.GEOID18 height accuracy estimate available here.
 NN0370
 NN0370.The vertical order pertains to the NGVD 29 superseded value.
 NN0370
 NN0370.Click photographs - Photos may exist for this station.
 NN0370
 NN0370;                    North         East    Units  Estimated Accuracy
 NN0370;SPC NE       -   305,739.9     550,331.5     MT  (+/- 3 meters HH1 GPS) 
 NN0370
 NN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6826514841(NAD 83)
 NN0370
 NN0370                          SUPERSEDED SURVEY CONTROL
 NN0370
 NN0370  NGVD 29 (01/31/13)  689.12   (m)         2260.9    (f) RESET       3  
 NN0370
 NN0370.Superseded values are not recommended for survey control.
 NN0370
 NN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0370.See file dsdata.pdf to determine how the superseded data were derived.
 NN0370
 NN0370_MARKER: DV = VERTICAL CONTROL DISK
 NN0370_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0370+WITH SETTING: INTO GROUND
 NN0370_STAMPING: E 220 RESET 1976
 NN0370_MARK LOGO: NGS
 NN0370_PROJECTION: RECESSED 8 CENTIMETERS
 NN0370_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0370+STABILITY: SURFACE MOTION
 NN0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0370+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0370
 NN0370  HISTORY     - Date     Condition        Report By
 NN0370  HISTORY     - 1976     MONUMENTED       NGS
 NN0370  HISTORY     - 1982     GOOD             LOCSUR
 NN0370  HISTORY     - 20210707 GOOD             NEGS
 NN0370
 NN0370                          STATION DESCRIPTION
 NN0370
 NN0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0370'2.8 MI SW FROM NEWPORT.
 NN0370'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0370'NEWPORT, ROCK COUNTY, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 NN0370'20, 60.3 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 30 FEET WEST
 NN0370'OF A NORTH-SOUTH FENCELINE, 4 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 NN0370'MARKER AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 NN0370'BENCH MARK DISK STAMPED, E 220 RESET 1976, CRIMPED TO THE TOP
 NN0370'OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT
 NN0370'THE BOTTOM, ENCASED IN A TILE WITH GRAVEL AND FLUSH WITH THE
 NN0370'GROUND SURFACE.
 NN0370
 NN0370                          STATION RECOVERY (1982)
 NN0370
 NN0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0370'RECOVERED IN GOOD CONDITION.
 NN0370
 NN0370                          STATION RECOVERY (2021)
 NN0370
 NN0370'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0370'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0370'AT NEWPORT, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 3.3 MI (5.3
 NN0370'KM) TO MILE POST 267.06 AND THE MARK ON THE LEFT, SOUTH-SOUTHEAST, IN
 NN0370'AN EAST TO WEST FENCE LINE.  THE MARK IS ENCASED IN A TILE SLEEVE
 NN0370'FILLED WITH GRAVEL.  THE TILE SLEEVE IS BEGINNING TO CRUMBLE.  THE
 NN0370'MARK IS 30 FT (9.1 M) EAST OF A NORTH TO SOUTH FENCE LINE, 60.3 FT
 NN0370'(18.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 2.0 FT
 NN0370'(0.6 M) NORTH OF A METAL WITNESS POST AND 4.0 FT (1.2 M) WEST OF A
 NN0370'CONCRETE ROW MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1244 ***********************************************************************
 NM1244  DESIGNATION -  E 221
 NM1244  PID         -  NM1244
 NM1244  STATE/COUNTY-  NE/PIERCE
 NM1244  COUNTRY     -  US
 NM1244  USGS QUAD   -  PIERCE (2017)
 NM1244
 NM1244                         *CURRENT SURVEY CONTROL
 NM1244  ______________________________________________________________________
 NM1244* NAD 83(1986) POSITION- 42 14 10.84   (N) 097 36 04.39   (W)   HD_HELD1
 NM1244* NAVD 88 ORTHO HEIGHT -   494.138 (meters)     1621.18  (feet) ADJUSTED
 NM1244  ______________________________________________________________________
 NM1244  GEOID HEIGHT    -        -24.954 (meters)                     GEOID18
 NM1244  DYNAMIC HEIGHT  -        493.950 (meters)     1620.57  (feet) COMP
 NM1244  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 NM1244
 NM1244  VERT ORDER      -  FIRST     CLASS II
 NM1244
 NM1244.The horizontal coordinates were determined by differentially corrected
 NM1244.hand held GPS observations or other comparable positioning techniques
 NM1244.and have an estimated accuracy of +/- 3 meters.
 NM1244
 NM1244.The orthometric height was determined by differential leveling and
 NM1244.adjusted by the NATIONAL GEODETIC SURVEY
 NM1244.in June 1991.
 NM1244
 NM1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1244.GEOID18 height accuracy estimate available here.
 NM1244
 NM1244.Click photographs - Photos may exist for this station.
 NM1244
 NM1244.The dynamic height is computed by dividing the NAVD 88
 NM1244.geopotential number by the normal gravity value computed on the
 NM1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1244.degrees latitude (g = 980.6199 gals.).
 NM1244
 NM1244.The modeled gravity was interpolated from observed gravity values.
 NM1244
 NM1244;                    North         East    Units  Estimated Accuracy
 NM1244;SPC NE       -   269,548.5     697,926.8     MT  (+/- 3 meters HH1 GPS) 
 NM1244
 NM1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1541576964(NAD 83)
 NM1244
 NM1244                          SUPERSEDED SURVEY CONTROL
 NM1244
 NM1244  NGVD 29 (??/??/92)  493.962  (m)         1620.61   (f) ADJ UNCH    1 2
 NM1244
 NM1244.Superseded values are not recommended for survey control.
 NM1244
 NM1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1244.See file dsdata.pdf to determine how the superseded data were derived.
 NM1244
 NM1244_MARKER: DB = BENCH MARK DISK
 NM1244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1244_SP_SET: CULVERT HEADWALL
 NM1244_STAMPING: E 221 1946
 NM1244_MARK LOGO: CGS
 NM1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1244+STABILITY: SURFACE MOTION
 NM1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1244+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1244
 NM1244  HISTORY     - Date     Condition        Report By
 NM1244  HISTORY     - 1946     MONUMENTED       CGS
 NM1244  HISTORY     - 19991025 GOOD             NGS
 NM1244
 NM1244                          STATION DESCRIPTION
 NM1244
 NM1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1244'4.7 MI NW FROM PIERCE.
 NM1244'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1244'COURTHOUSE AT PIERCE PIERCE COUNTY, AT THE INTERSECTION OF A
 NM1244'NORTH-AND-SOUTH DIRT ROAD, 81 FEET NORTHEAST OF THE CENTERLINE
 NM1244'OF THE HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 NM1244'AT A STONE CULVERT UNDER THE CHICAGO AND NORTH WESTERN RAILWAY,
 NM1244'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL, AND
 NM1244'15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 NM1244'DISK, STAMPED E 221 1946.
 NM1244
 NM1244                          STATION RECOVERY (1999)
 NM1244
 NM1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1244'7.3 KM (4.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1244'IN PIERCE, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END
 NM1244'OF THE NORTHEAST STONE HEADWALL OF A CULVERT UNDER AN ABANDONED
 NM1244'RAILROAD GRADE, 39.7 M (130.2 FT) SOUTHEAST OF THE CENTER OF STATE
 NM1244'HIGHWAY 121 (546 AVENUE) , 24.3 M (79.7 FT) NORTHEAST OF THE HIGHWAY
 NM1244'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 NM1244'(1.3 FT) NORTHWEST OF THE SOUTHWEST FACE OF THE HEADWALL.  NOTE--THE
 NM1244'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0141 ***********************************************************************
 NN0141  DESIGNATION -  E 222
 NN0141  PID         -  NN0141
 NN0141  STATE/COUNTY-  NE/ANTELOPE
 NN0141  COUNTRY     -  US
 NN0141  USGS QUAD   -  ROYAL (2017)
 NN0141
 NN0141                         *CURRENT SURVEY CONTROL
 NN0141  ______________________________________________________________________
 NN0141* NAD 83(1986) POSITION- 42 20 08.     (N) 098 01 46.     (W)   SCALED
 NN0141* NAVD 88 ORTHO HEIGHT -   559.089 (meters)     1834.28  (feet) ADJUSTED
 NN0141  ______________________________________________________________________
 NN0141  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 NN0141  DYNAMIC HEIGHT  -        558.868 (meters)     1833.55  (feet) COMP
 NN0141  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 NN0141
 NN0141  VERT ORDER      -  FIRST     CLASS II
 NN0141
 NN0141.The horizontal coordinates were scaled from a map and have
 NN0141.an estimated accuracy of +/- 6 seconds.
 NN0141
 NN0141.The orthometric height was determined by differential leveling and
 NN0141.adjusted by the NATIONAL GEODETIC SURVEY
 NN0141.in June 1991.
 NN0141
 NN0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0141.GEOID18 height accuracy estimate available here.
 NN0141
 NN0141.Click photographs - Photos may exist for this station.
 NN0141
 NN0141.The dynamic height is computed by dividing the NAVD 88
 NN0141.geopotential number by the normal gravity value computed on the
 NN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0141.degrees latitude (g = 980.6199 gals.).
 NN0141
 NN0141.The modeled gravity was interpolated from observed gravity values.
 NN0141
 NN0141;                    North         East    Units  Estimated Accuracy
 NN0141;SPC NE       -   279,670.      662,350.      MT  (+/- 180 meters Scaled)
 NN0141
 NN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM799874(NAD 83)
 NN0141
 NN0141                          SUPERSEDED SURVEY CONTROL
 NN0141
 NN0141  NGVD 29 (??/??/92)  558.888  (m)         1833.62   (f) ADJ UNCH    1 2
 NN0141
 NN0141.Superseded values are not recommended for survey control.
 NN0141
 NN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0141.See file dsdata.pdf to determine how the superseded data were derived.
 NN0141
 NN0141_MARKER: DB = BENCH MARK DISK
 NN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0141_STAMPING: E 222 1946
 NN0141_MARK LOGO: CGS
 NN0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0141+STABILITY: SURFACE MOTION
 NN0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0141+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2015
 NN0141
 NN0141  HISTORY     - Date     Condition        Report By
 NN0141  HISTORY     - 1946     MONUMENTED       CGS
 NN0141  HISTORY     - 19940815 GOOD             NEDR
 NN0141  HISTORY     - 20150731 GOOD             INDIV
 NN0141
 NN0141                          STATION DESCRIPTION
 NN0141
 NN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0141'3 MI W FROM BRUNSWICK.
 NN0141'3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 NN0141'BRUNSWICK, ANTELOPE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 NN0141'14, 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH
 NN0141'OF THE CENTERLINE OF THE GRAVEL ROAD, IN LINE WITH A ROW OF
 NN0141'TREES, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NN0141'THE GRAVEL ROAD.  A STANDARD DISK, STAMPED E 222 1946 AND SET IN
 NN0141'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0141
 NN0141                          STATION RECOVERY (1994)
 NN0141
 NN0141'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0141'ABOUT 3.0 MI (4.8 KM) WEST FROM BRUNSWICK, ON PUBLIC RIGHT-OF-WAY AND
 NN0141'NEAR THE NORTHEAST CORNER OF SEC8, T27N, R6W. TO REACH FROM THE
 NN0141'JUNCTION OF U.S.  HIGHWAY 20 WITH STATE HIGHWAY 14, ABOUT 3 MI (4.8
 NN0141'KM) WEST FROM BRUNSWICK, GO SOUTH ON HIGHWAY 14 FOR 0.8 MI (1.3 KM) TO
 NN0141'THE MARK ON THE RIGHT, AT THE INTERSECTION OF A COUNTY ROAD. THE DISK
 NN0141'IS SET INTO THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 NN0141'SURFACE AND 36.58 M (120.01 FT) WEST FROM THE CENTERLINE OF THE
 NN0141'HIGHWAY, 12.20 M (40.03 FT) SOUTH FROM THE CENTERLINE OF THE COUNTY
 NN0141'ROAD, 5.0 M (16.4 FT) WEST FROM THE EAST FARM DRIVE, 23.900 M (78.412
 NN0141'FT) SOUTHWEST FROM A NAIL AND WASHER IN THE TOP OF A BRACE POST,
 NN0141'23.415 M (76.821 FT) SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN THE TOP
 NN0141'OF A FENCE POST, 27.416 M (89.947 FT) SOUTHEAST FROM A NAIL AND WASHER
 NN0141'IN THE TOP OF A FENCE POST AND 21.845 M (71.670 FT) WEST FROM A
 NN0141'CHISELED-X IN A RIGHT-OF-WAY MARKER POST.
 NN0141
 NN0141                          STATION RECOVERY (2015)
 NN0141
 NN0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 NN0141'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0380 ***********************************************************************
 NN0380  DESIGNATION -  E 223
 NN0380  PID         -  NN0380
 NN0380  STATE/COUNTY-  NE/KEYA PAHA
 NN0380  COUNTRY     -  US
 NN0380  USGS QUAD   -  JAMISON (2017)
 NN0380
 NN0380                         *CURRENT SURVEY CONTROL
 NN0380  ______________________________________________________________________
 NN0380* NAD 83(1986) POSITION- 42 57 05.     (N) 099 20 00.     (W)   SCALED
 NN0380* NAVD 88 ORTHO HEIGHT -   619.978 (meters)     2034.04  (feet) ADJUSTED
 NN0380  ______________________________________________________________________
 NN0380  GEOID HEIGHT    -        -24.957 (meters)                     GEOID18
 NN0380  DYNAMIC HEIGHT  -        619.742 (meters)     2033.27  (feet) COMP
 NN0380  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 NN0380
 NN0380  VERT ORDER      -  SECOND    CLASS 0
 NN0380
 NN0380.The horizontal coordinates were scaled from a map and have
 NN0380.an estimated accuracy of +/- 6 seconds.
 NN0380
 NN0380.The orthometric height was determined by differential leveling and
 NN0380.adjusted by the NATIONAL GEODETIC SURVEY
 NN0380.in June 1991.
 NN0380
 NN0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0380.GEOID18 height accuracy estimate available here.
 NN0380
 NN0380.Click photographs - Photos may exist for this station.
 NN0380
 NN0380.The dynamic height is computed by dividing the NAVD 88
 NN0380.geopotential number by the normal gravity value computed on the
 NN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0380.degrees latitude (g = 980.6199 gals.).
 NN0380
 NN0380.The modeled gravity was interpolated from observed gravity values.
 NN0380
 NN0380;                    North         East    Units  Estimated Accuracy
 NN0380;SPC NE       -   346,430.      554,400.      MT  (+/- 180 meters Scaled)
 NN0380
 NN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN728554(NAD 83)
 NN0380
 NN0380                          SUPERSEDED SURVEY CONTROL
 NN0380
 NN0380  NGVD 29 (??/??/92)  619.684  (m)         2033.08   (f) ADJ UNCH    2 0
 NN0380
 NN0380.Superseded values are not recommended for survey control.
 NN0380
 NN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0380.See file dsdata.pdf to determine how the superseded data were derived.
 NN0380
 NN0380_MARKER: DB = BENCH MARK DISK
 NN0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0380_STAMPING: E 223 1946
 NN0380_MARK LOGO: CGS
 NN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0380+STABILITY: SURFACE MOTION
 NN0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0380+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 NN0380
 NN0380  HISTORY     - Date     Condition        Report By
 NN0380  HISTORY     - 1946     MONUMENTED       CGS
 NN0380  HISTORY     - 20141210 GOOD             INDIV
 NN0380
 NN0380                          STATION DESCRIPTION
 NN0380
 NN0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0380'1.5 MI N FROM BROCKSBURG.
 NN0380'ALONG A GRADED COUNTY ROAD, 1.5 MILES NORTH OF BROCKSBURG SCHOOL,
 NN0380'4.5 MILES SOUTHWEST OF JAMISON, ON THE SOUTH SLOPE OF A HILL,
 NN0380'NEAR A FENCE CORNER, 39 FEET WEST OF THE CENTER OF THE ROAD,
 NN0380'7 FEET WEST OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE,
 NN0380'2 FEET EAST OF WITNESS POST.  A BRONZE DISK STAMPED E 223 1946
 NN0380'SET IN THE TOP OF A CONCRETE POST.
 NN0380
 NN0380                          STATION RECOVERY (2014)
 NN0380
 NN0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0380'FOUND IN GOOD CONDITION, PROJECTS 0.3 ABOVE SRFACE IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0551 ***********************************************************************
 NN0551  DESIGNATION -  E 224
 NN0551  PID         -  NN0551
 NN0551  STATE/COUNTY-  NE/KEYA PAHA
 NN0551  COUNTRY     -  US
 NN0551  USGS QUAD   -  BURTON (2017)
 NN0551
 NN0551                         *CURRENT SURVEY CONTROL
 NN0551  ______________________________________________________________________
 NN0551* NAD 83(1986) POSITION- 42 54 41.     (N) 099 34 17.     (W)   SCALED
 NN0551* NAVD 88 ORTHO HEIGHT -   653.457 (meters)     2143.88  (feet) ADJUSTED
 NN0551  ______________________________________________________________________
 NN0551  GEOID HEIGHT    -        -24.285 (meters)                     GEOID18
 NN0551  DYNAMIC HEIGHT  -        653.205 (meters)     2143.06  (feet) COMP
 NN0551  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 NN0551
 NN0551  VERT ORDER      -  FIRST     CLASS II
 NN0551
 NN0551.The horizontal coordinates were scaled from a map and have
 NN0551.an estimated accuracy of +/- 6 seconds.
 NN0551
 NN0551.The orthometric height was determined by differential leveling and
 NN0551.adjusted by the NATIONAL GEODETIC SURVEY
 NN0551.in June 1991.
 NN0551
 NN0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0551.GEOID18 height accuracy estimate available here.
 NN0551
 NN0551.Click photographs - Photos may exist for this station.
 NN0551
 NN0551.The dynamic height is computed by dividing the NAVD 88
 NN0551.geopotential number by the normal gravity value computed on the
 NN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0551.degrees latitude (g = 980.6199 gals.).
 NN0551
 NN0551.The modeled gravity was interpolated from observed gravity values.
 NN0551
 NN0551;                    North         East    Units  Estimated Accuracy
 NN0551;SPC NE       -   341,860.      535,000.      MT  (+/- 180 meters Scaled)
 NN0551
 NN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533511(NAD 83)
 NN0551
 NN0551                          SUPERSEDED SURVEY CONTROL
 NN0551
 NN0551  NGVD 29 (??/??/92)  653.171  (m)         2142.95   (f) ADJ UNCH    1 2
 NN0551
 NN0551.Superseded values are not recommended for survey control.
 NN0551
 NN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0551.See file dsdata.pdf to determine how the superseded data were derived.
 NN0551
 NN0551_MARKER: DB = BENCH MARK DISK
 NN0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0551_STAMPING: E 224 1946
 NN0551_MARK LOGO: CGS
 NN0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0551+STABILITY: SURFACE MOTION
 NN0551
 NN0551  HISTORY     - Date     Condition        Report By
 NN0551  HISTORY     - 1946     MONUMENTED       CGS
 NN0551  HISTORY     - 1962     GOOD             USGS
 NN0551  HISTORY     - 20190826 MARK NOT FOUND   NEGS
 NN0551
 NN0551                          STATION DESCRIPTION
 NN0551
 NN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0551'1 MI E FROM BURTON.
 NN0551'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST OF BURTON POST OFFICE,
 NN0551'AT A TURN IN THE ROAD, NEAR A SECTION CORNER, 31 FEET EAST OF
 NN0551'THE CENTER OF AN EAST-WEST ROAD, 27 FEET NORTH OF THE CENTER
 NN0551'OF A NORTH-SOUTH ROAD, 10 FEET EAST OF A CORNER FENCE POST, 3
 NN0551'FEET NORTH OF A FENCE, 2 FEET WEST OF WITNESS POST.
 NN0551
 NN0551                          STATION RECOVERY (1962)
 NN0551
 NN0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0551'RECOVERED IN GOOD CONDITION.
 NN0551
 NN0551                          STATION RECOVERY (2019)
 NN0551
 NN0551'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 NN0551'THE MARK COULD NOT BE FOUND DUE TO NEW ROAD CONSTRUCTION IN THE AREA.
 NN0551'THERE IS A HIGH PROBABILITY THAT THE MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1182 ***********************************************************************
 NM1182  DESIGNATION -  E 225
 NM1182  PID         -  NM1182
 NM1182  STATE/COUNTY-  NE/WAYNE
 NM1182  COUNTRY     -  US
 NM1182  USGS QUAD   -  WINSIDE (2017)
 NM1182
 NM1182                         *CURRENT SURVEY CONTROL
 NM1182  ______________________________________________________________________
 NM1182* NAD 83(1986) POSITION- 42 10 26.     (N) 097 12 46.     (W)   SCALED
 NM1182* NAVD 88 ORTHO HEIGHT -   483.667 (meters)     1586.83  (feet) ADJUSTED
 NM1182  ______________________________________________________________________
 NM1182  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NM1182  DYNAMIC HEIGHT  -        483.488 (meters)     1586.24  (feet) COMP
 NM1182  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 NM1182
 NM1182  VERT ORDER      -  FIRST     CLASS II
 NM1182
 NM1182.The horizontal coordinates were scaled from a map and have
 NM1182.an estimated accuracy of +/- 6 seconds.
 NM1182
 NM1182.The orthometric height was determined by differential leveling and
 NM1182.adjusted by the NATIONAL GEODETIC SURVEY
 NM1182.in June 1991.
 NM1182
 NM1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1182.GEOID18 height accuracy estimate available here.
 NM1182
 NM1182.Click photographs - Photos may exist for this station.
 NM1182
 NM1182.The dynamic height is computed by dividing the NAVD 88
 NM1182.geopotential number by the normal gravity value computed on the
 NM1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1182.degrees latitude (g = 980.6199 gals.).
 NM1182
 NM1182.The modeled gravity was interpolated from observed gravity values.
 NM1182
 NM1182;                    North         East    Units  Estimated Accuracy
 NM1182;SPC NE       -   263,580.      730,190.      MT  (+/- 180 meters Scaled)
 NM1182
 NM1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM476706(NAD 83)
 NM1182
 NM1182                          SUPERSEDED SURVEY CONTROL
 NM1182
 NM1182  NGVD 29 (??/??/92)  483.475  (m)         1586.20   (f) ADJ UNCH    1 2
 NM1182
 NM1182.Superseded values are not recommended for survey control.
 NM1182
 NM1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1182.See file dsdata.pdf to determine how the superseded data were derived.
 NM1182
 NM1182_MARKER: DB = BENCH MARK DISK
 NM1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1182_STAMPING: E 225 1947
 NM1182_MARK LOGO: CGS
 NM1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1182+STABILITY: SURFACE MOTION
 NM1182
 NM1182  HISTORY     - Date     Condition        Report By
 NM1182  HISTORY     - 1947     MONUMENTED       CGS
 NM1182
 NM1182                          STATION DESCRIPTION
 NM1182
 NM1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1182'2 MI SW FROM WINSIDE.
 NM1182'2.0 MI SW ALONG THE CHICAGO, ST. PAUL AND MINNEAPOLIS AND OMAHA
 NM1182'RAILWAY FROM THE STATION AT WINSIDE, 0.1 MI SW OF MILE POST
 NM1182'EMR 30, AT A COUNTY DIRT ROAD CROSSING, 121.0 FT SW OF THE CENTER
 NM1182'OF THE DIRT ROAD (MEASURED PARALLEL WITH THE TRACK), 66.0 FT W OF
 NM1182'THE CENTER OF THE ROAD CROSSING, 43.2 FT NW OF THE NW RAIL OF THE
 NM1182'TRACK, 3.0 FT SE OF THE NW RIGHT OF WAY FENCE, 2.0 FT SW OF A
 NM1182'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE
 NM1182'TRACK AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0501 ***********************************************************************
 NN0501  DESIGNATION -  E 226
 NN0501  PID         -  NN0501
 NN0501  STATE/COUNTY-  NE/BROWN
 NN0501  COUNTRY     -  US
 NN0501  USGS QUAD   -  LONG PINE (2017)
 NN0501
 NN0501                         *CURRENT SURVEY CONTROL
 NN0501  ______________________________________________________________________
 NN0501* NAD 83(1986) POSITION- 42 32 54.     (N) 099 42 58.     (W)   SCALED
 NN0501* NAVD 88 ORTHO HEIGHT -   731.821 (meters)     2400.98  (feet) ADJUSTED
 NN0501  ______________________________________________________________________
 NN0501  GEOID HEIGHT    -        -22.884 (meters)                     GEOID18
 NN0501  DYNAMIC HEIGHT  -        731.516 (meters)     2399.98  (feet) COMP
 NN0501  MODELED GRAVITY -    980,181.0   (mgal)                       NAVD 88
 NN0501
 NN0501  VERT ORDER      -  FIRST     CLASS II
 NN0501
 NN0501.The horizontal coordinates were scaled from a map and have
 NN0501.an estimated accuracy of +/- 6 seconds.
 NN0501
 NN0501.The orthometric height was determined by differential leveling and
 NN0501.adjusted by the NATIONAL GEODETIC SURVEY
 NN0501.in June 1991.
 NN0501
 NN0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0501.GEOID18 height accuracy estimate available here.
 NN0501
 NN0501.Click photographs - Photos may exist for this station.
 NN0501
 NN0501.The dynamic height is computed by dividing the NAVD 88
 NN0501.geopotential number by the normal gravity value computed on the
 NN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0501.degrees latitude (g = 980.6199 gals.).
 NN0501
 NN0501.The modeled gravity was interpolated from observed gravity values.
 NN0501
 NN0501;                    North         East    Units  Estimated Accuracy
 NN0501;SPC NE       -   301,490.      523,310.      MT  (+/- 180 meters Scaled)
 NN0501
 NN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN412109(NAD 83)
 NN0501
 NN0501                          SUPERSEDED SURVEY CONTROL
 NN0501
 NN0501  NGVD 29 (??/??/92)  731.544  (m)         2400.07   (f) ADJ UNCH    1 2
 NN0501
 NN0501.Superseded values are not recommended for survey control.
 NN0501
 NN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0501.See file dsdata.pdf to determine how the superseded data were derived.
 NN0501
 NN0501_MARKER: DB = BENCH MARK DISK
 NN0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0501_STAMPING: E 226 1946
 NN0501_MARK LOGO: CGS
 NN0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0501+STABILITY: SURFACE MOTION
 NN0501
 NN0501  HISTORY     - Date     Condition        Report By
 NN0501  HISTORY     - 1946     MONUMENTED       CGS
 NN0501
 NN0501                          STATION DESCRIPTION
 NN0501
 NN0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0501'1 MI N FROM LONG PINE.
 NN0501'1.0 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM
 NN0501'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE,
 NN0501'BROWN COUNTY, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0501'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 81 FEET NORTH OF THE
 NN0501'CENTERLINE OF THE HIGHWAY, 77 FEET WEST OF THE CENTERLINE OF THE
 NN0501'DIRT ROAD, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 15
 NN0501'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 226
 NN0501'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NN0501'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0014 ***********************************************************************
 NO0014  DESIGNATION -  E 227
 NO0014  PID         -  NO0014
 NO0014  STATE/COUNTY-  NE/BROWN
 NO0014  COUNTRY     -  US
 NO0014  USGS QUAD   -  BRUSH CREEK (2017)
 NO0014
 NO0014                         *CURRENT SURVEY CONTROL
 NO0014  ______________________________________________________________________
 NO0014* NAD 83(1986) POSITION- 42 35 23.60   (N) 100 07 57.73   (W)   HD_HELD1
 NO0014* NAVD 88 ORTHO HEIGHT -   795.031 (meters)     2608.36  (feet) ADJUSTED
 NO0014  ______________________________________________________________________
 NO0014  GEOID HEIGHT    -        -22.181 (meters)                     GEOID18
 NO0014  DYNAMIC HEIGHT  -        794.696 (meters)     2607.27  (feet) COMP
 NO0014  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 NO0014
 NO0014  VERT ORDER      -  FIRST     CLASS II
 NO0014
 NO0014.The horizontal coordinates were determined by differentially corrected
 NO0014.hand held GPS observations or other comparable positioning techniques
 NO0014.and have an estimated accuracy of +/- 3 meters.
 NO0014
 NO0014.The orthometric height was determined by differential leveling and
 NO0014.adjusted by the NATIONAL GEODETIC SURVEY
 NO0014.in June 1991.
 NO0014
 NO0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0014.GEOID18 height accuracy estimate available here.
 NO0014
 NO0014.Click photographs - Photos may exist for this station.
 NO0014
 NO0014.The dynamic height is computed by dividing the NAVD 88
 NO0014.geopotential number by the normal gravity value computed on the
 NO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0014.degrees latitude (g = 980.6199 gals.).
 NO0014
 NO0014.The modeled gravity was interpolated from observed gravity values.
 NO0014
 NO0014;                    North         East    Units  Estimated Accuracy
 NO0014;SPC NE       -   306,074.8     489,109.4     MT  (+/- 3 meters HH1 GPS) 
 NO0014
 NO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0706315896(NAD 83)
 NO0014
 NO0014                          SUPERSEDED SURVEY CONTROL
 NO0014
 NO0014  NGVD 29 (??/??/92)  794.739  (m)         2607.41   (f) ADJ UNCH    1 2
 NO0014
 NO0014.Superseded values are not recommended for survey control.
 NO0014
 NO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0014.See file dsdata.pdf to determine how the superseded data were derived.
 NO0014
 NO0014_MARKER: DB = BENCH MARK DISK
 NO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0014_STAMPING: E 227 1946
 NO0014_MARK LOGO: CGS
 NO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0014+STABILITY: SURFACE MOTION
 NO0014
 NO0014  HISTORY     - Date     Condition        Report By
 NO0014  HISTORY     - 1946     MONUMENTED       CGS
 NO0014  HISTORY     - 1975     GOOD             NGS
 NO0014
 NO0014                          STATION DESCRIPTION
 NO0014
 NO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0014'4.7 MI NW FROM JOHNSTOWN.
 NO0014'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NO0014'AND NORTH WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY,
 NO0014'AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH, 90 FEET
 NO0014'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 68 FEET WEST OF THE
 NO0014'CENTERLINE OF THE PRIVATE ROAD, 42 FEET SOUTHWEST OF THE
 NO0014'CENTERLINE OF THE C. AND N.W. RY. TRACK, 1 FOOT SOUTHEAST OF A
 NO0014'WHITE WOODEN WITNESS POST, IN LINE WITH A ROW OF POLES, AND 1 FOOT
 NO0014'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 227 1946
 NO0014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NO0014'GROUND.
 NO0014
 NO0014                          STATION RECOVERY (1975)
 NO0014
 NO0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0022 ***********************************************************************
 NO0022  DESIGNATION -  E 228 RESET
 NO0022  PID         -  NO0022
 NO0022  STATE/COUNTY-  NE/CHERRY
 NO0022  COUNTRY     -  US
 NO0022  USGS QUAD   -  WOOD LAKE (2017)
 NO0022
 NO0022                         *CURRENT SURVEY CONTROL
 NO0022  ______________________________________________________________________
 NO0022* NAD 83(1995) POSITION- 42 38 21.57056(N) 100 14 50.75802(W)   NO CHECK
 NO0022* NAVD 88 ORTHO HEIGHT -   819.61  (meters)     2689.0   (feet) RESET
 NO0022  ______________________________________________________________________
 NO0022  GEOID HEIGHT    -        -22.020 (meters)                     GEOID18
 NO0022  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 NO0022  HORZ ORDER      -  THIRD
 NO0022  VERT ORDER      -  THIRD
 NO0022
 NO0022.The horizontal coordinates were established by classical geodetic methods
 NO0022.and adjusted by the National Geodetic Survey in August 1997.
 NO0022
 NO0022.No horizontal observational check was made to the station.
 NO0022
 NO0022.The orthometric height was computed from unverified reset data.
 NO0022
 NO0022.No vertical observational check was made to the station.
 NO0022
 NO0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0022.GEOID18 height accuracy estimate available here.
 NO0022
 NO0022.Click photographs - Photos may exist for this station.
 NO0022
 NO0022.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0022
 NO0022. The following values were computed from the NAD 83(1995) position.
 NO0022
 NO0022;                    North         East     Units Scale Factor Converg.
 NO0022;SPC NE       -   311,586.233   479,709.461   MT  0.99985466   -0 09 50.3
 NO0022;SPC NE       - 1,022,262.50  1,573,846.79   sFT  0.99985466   -0 09 50.3
 NO0022;UTM  14      - 4,721,517.923   397,730.449   MT  0.99972868   -0 50 42.2
 NO0022
 NO0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0022!SPC NE       -   0.99987493  x   0.99985466  =   0.99972961
 NO0022!UTM  14      -   0.99987493  x   0.99972868  =   0.99960364
 NO0022
 NO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9773021517(NAD 83)
 NO0022
 NO0022                          SUPERSEDED SURVEY CONTROL
 NO0022
 NO0022  NAD 83(1986)-  42 38 21.57444(N)    100 14 50.76799(W) AD(       ) 3
 NO0022  NAD 27      -  42 38 21.56681(N)    100 14 49.30911(W) AD(       ) 3
 NO0022  NGVD 29 (01/31/13)  819.32   (m)         2688.1    (f) RESET       3  
 NO0022  NGVD 29             819.32   (m)         2688.1    (f) LEVELING    3  
 NO0022
 NO0022.Superseded values are not recommended for survey control.
 NO0022
 NO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0022.See file dsdata.pdf to determine how the superseded data were derived.
 NO0022
 NO0022_MARKER: DV = VERTICAL CONTROL DISK
 NO0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0022_STAMPING: E 228 RESET 1975
 NO0022_MARK LOGO: NGS
 NO0022_PROJECTION: FLUSH
 NO0022_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0022
 NO0022  HISTORY     - Date     Condition        Report By
 NO0022  HISTORY     - 1975     MONUMENTED       NGS
 NO0022  HISTORY     - 1975     GOOD             NGS
 NO0022
 NO0022                          STATION DESCRIPTION
 NO0022
 NO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NO0022'0.5 MI W FROM WOOD LAKE.
 NO0022'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 NO0022'WOOD LAKE TO INTERSECTION OF U.S. HIGHWAY 20, THEN ABOUT 150
 NO0022'FEET WEST TO MARK ON LEFT, 95 FEET SOUTH OF THE CENTERLINE
 NO0022'OF HIGHWAY 20, 42 FEET SOUTH OF THE GRAVELED ROAD AND 1 FOOT
 NO0022'EAST OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH
 NO0022'MARK, STAMPED E 228 RESET 1975, AND SET FLUSH WITH THE GROUND
 NO0022'SURFACE.
 NO0022
 NO0022                          STATION RECOVERY (1975)
 NO0022
 NO0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0059 ***********************************************************************
 NO0059  DESIGNATION -  E 229
 NO0059  PID         -  NO0059
 NO0059  STATE/COUNTY-  NE/KEYA PAHA
 NO0059  COUNTRY     -  US
 NO0059  USGS QUAD   -  NORDEN (2017)
 NO0059
 NO0059                         *CURRENT SURVEY CONTROL
 NO0059  ______________________________________________________________________
 NO0059* NAD 83(1986) POSITION- 42 50 09.     (N) 100 04 29.     (W)   SCALED
 NO0059* NAVD 88 ORTHO HEIGHT -   742.577 (meters)     2436.27  (feet) ADJUSTED
 NO0059  ______________________________________________________________________
 NO0059  GEOID HEIGHT    -        -22.894 (meters)                     GEOID18
 NO0059  DYNAMIC HEIGHT  -        742.288 (meters)     2435.32  (feet) COMP
 NO0059  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 NO0059
 NO0059  VERT ORDER      -  SECOND    CLASS 0
 NO0059
 NO0059.The horizontal coordinates were scaled from a map and have
 NO0059.an estimated accuracy of +/- 6 seconds.
 NO0059
 NO0059.The orthometric height was determined by differential leveling and
 NO0059.adjusted by the NATIONAL GEODETIC SURVEY
 NO0059.in June 1991.
 NO0059
 NO0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0059.GEOID18 height accuracy estimate available here.
 NO0059
 NO0059.Click photographs - Photos may exist for this station.
 NO0059
 NO0059.The dynamic height is computed by dividing the NAVD 88
 NO0059.geopotential number by the normal gravity value computed on the
 NO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0059.degrees latitude (g = 980.6199 gals.).
 NO0059
 NO0059.The modeled gravity was interpolated from observed gravity values.
 NO0059
 NO0059;                    North         East    Units  Estimated Accuracy
 NO0059;SPC NE       -   333,390.      493,890.      MT  (+/- 180 meters Scaled)
 NO0059
 NO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN121431(NAD 83)
 NO0059
 NO0059                          SUPERSEDED SURVEY CONTROL
 NO0059
 NO0059  NGVD 29 (??/??/92)  742.274  (m)         2435.28   (f) ADJ UNCH    2 0
 NO0059
 NO0059.Superseded values are not recommended for survey control.
 NO0059
 NO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0059.See file dsdata.pdf to determine how the superseded data were derived.
 NO0059
 NO0059_MARKER: DB = BENCH MARK DISK
 NO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0059_STAMPING: E 229 1946
 NO0059_MARK LOGO: CGS
 NO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0059+STABILITY: SURFACE MOTION
 NO0059
 NO0059  HISTORY     - Date     Condition        Report By
 NO0059  HISTORY     - 1946     MONUMENTED       CGS
 NO0059
 NO0059                          STATION DESCRIPTION
 NO0059
 NO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0059'2.2 MI S FROM NORDEN.
 NO0059'ABOUT 2.2 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN
 NO0059'SCHOOL BUILDING AT NORDEN, AND AT THE ENTRANCE TO THE W.L.
 NO0059'MUNDORF FARM, 135 FEET EAST OF THE NORTHEAST CORNER OF A STONE
 NO0059'DWELLING HOUSE, 58 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 NO0059'LINE OF THE ROAD, 42 FEET NORTH OF THE NORTHEAST CORNER OF A
 NO0059'CHICKEN HOUSE, 20 FEET NORTH OF AN 8 INCH CEDAR TREE, 1 FOOT
 NO0059'WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED E
 NO0059'229 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0059'4 INCHES ABOVE THE GROUND.  STAMPED E 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0122 ***********************************************************************
 MM0122  DESIGNATION -  E 23
 MM0122  PID         -  MM0122
 MM0122  STATE/COUNTY-  NE/LINCOLN
 MM0122  COUNTRY     -  US
 MM0122  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0122
 MM0122                         *CURRENT SURVEY CONTROL
 MM0122  ______________________________________________________________________
 MM0122* NAD 83(1986) POSITION- 41 16 20.     (N) 100 50 09.     (W)   SCALED
 MM0122* NAVD 88 ORTHO HEIGHT -   903.815 (meters)     2965.27  (feet) ADJUSTED
 MM0122  ______________________________________________________________________
 MM0122  GEOID HEIGHT    -        -21.998 (meters)                     GEOID18
 MM0122  DYNAMIC HEIGHT  -        903.280 (meters)     2963.51  (feet) COMP
 MM0122  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 MM0122
 MM0122  VERT ORDER      -  FIRST     CLASS II
 MM0122
 MM0122.The horizontal coordinates were scaled from a map and have
 MM0122.an estimated accuracy of +/- 6 seconds.
 MM0122
 MM0122.The orthometric height was determined by differential leveling and
 MM0122.adjusted by the NATIONAL GEODETIC SURVEY
 MM0122.in June 1994.
 MM0122
 MM0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0122.GEOID18 height accuracy estimate available here.
 MM0122
 MM0122.Click photographs - Photos may exist for this station.
 MM0122
 MM0122.The dynamic height is computed by dividing the NAVD 88
 MM0122.geopotential number by the normal gravity value computed on the
 MM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0122.degrees latitude (g = 980.6199 gals.).
 MM0122
 MM0122.The modeled gravity was interpolated from observed gravity values.
 MM0122
 MM0122;                    North         East    Units  Estimated Accuracy
 MM0122;SPC NE       -   160,090.      429,990.      MT  (+/- 180 meters Scaled)
 MM0122
 MM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL462706(NAD 83)
 MM0122
 MM0122                          SUPERSEDED SURVEY CONTROL
 MM0122
 MM0122  NAVD 88 (06/15/91)  903.808  (m)         2965.24   (f) SUPERSEDED  1 2
 MM0122  NGVD 29 (??/??/92)  903.457  (m)         2964.09   (f) ADJ UNCH    1 2
 MM0122
 MM0122.Superseded values are not recommended for survey control.
 MM0122
 MM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0122.See file dsdata.pdf to determine how the superseded data were derived.
 MM0122
 MM0122_MARKER: DB = BENCH MARK DISK
 MM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0122_STAMPING: E 23 1933
 MM0122_MARK LOGO: CGS
 MM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0122+STABILITY: SURFACE MOTION
 MM0122
 MM0122  HISTORY     - Date     Condition        Report By
 MM0122  HISTORY     - 1933     MONUMENTED       CGS
 MM0122
 MM0122                          STATION DESCRIPTION
 MM0122
 MM0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0122'11.2 MI N FROM NORTH PLATTE.
 MM0122'11.2 MILES NORTH 1.5 MILES NORTH AND WEST OF A CEMETERY WHERE THE
 MM0122'HIGHWAY TURNS FROM A NORTHERLY TO A NORTHWESTERLY DIRECTION, 30
 MM0122'FT. EAST OF CENTER OF HWY. 183, 2 FT. EAST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0123 ***********************************************************************
 MM0123  DESIGNATION -  E 23 RESET
 MM0123  PID         -  MM0123
 MM0123  STATE/COUNTY-  NE/LINCOLN
 MM0123  COUNTRY     -  US
 MM0123  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0123
 MM0123                         *CURRENT SURVEY CONTROL
 MM0123  ______________________________________________________________________
 MM0123* NAD 83(1986) POSITION- 41 16 20.     (N) 100 50 09.     (W)   SCALED
 MM0123* NAVD 88 ORTHO HEIGHT -   903.715 (meters)     2964.94  (feet) ADJUSTED
 MM0123  ______________________________________________________________________
 MM0123  GEOID HEIGHT    -        -21.998 (meters)                     GEOID18
 MM0123  DYNAMIC HEIGHT  -        903.180 (meters)     2963.18  (feet) COMP
 MM0123  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 MM0123
 MM0123  VERT ORDER      -  FIRST     CLASS II
 MM0123
 MM0123.The horizontal coordinates were scaled from a map and have
 MM0123.an estimated accuracy of +/- 6 seconds.
 MM0123
 MM0123.The orthometric height was determined by differential leveling and
 MM0123.adjusted by the NATIONAL GEODETIC SURVEY
 MM0123.in June 1994.
 MM0123
 MM0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0123.GEOID18 height accuracy estimate available here.
 MM0123
 MM0123.Click photographs - Photos may exist for this station.
 MM0123
 MM0123.The dynamic height is computed by dividing the NAVD 88
 MM0123.geopotential number by the normal gravity value computed on the
 MM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0123.degrees latitude (g = 980.6199 gals.).
 MM0123
 MM0123.The modeled gravity was interpolated from observed gravity values.
 MM0123
 MM0123;                    North         East    Units  Estimated Accuracy
 MM0123;SPC NE       -   160,090.      429,990.      MT  (+/- 180 meters Scaled)
 MM0123
 MM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL462706(NAD 83)
 MM0123
 MM0123                          SUPERSEDED SURVEY CONTROL
 MM0123
 MM0123  NGVD 29 (??/??/??)  903.36   (m)         2963.8    (f) RESET       3  
 MM0123  NGVD 29 (02/14/92)  903.357  (m)         2963.76   (f) ADJUSTED    1 2
 MM0123
 MM0123.Superseded values are not recommended for survey control.
 MM0123
 MM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0123.See file dsdata.pdf to determine how the superseded data were derived.
 MM0123
 MM0123_MARKER: DB = BENCH MARK DISK
 MM0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0123_STAMPING: E 23 RESET 1961
 MM0123_MARK LOGO: CGS
 MM0123_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0123+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0123
 MM0123  HISTORY     - Date     Condition        Report By
 MM0123  HISTORY     - 1961     MONUMENTED       NEDR
 MM0123  HISTORY     - 19910820 GOOD             NGS
 MM0123
 MM0123                          STATION DESCRIPTION
 MM0123
 MM0123'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0123'10.7 MI NW FROM NORTH PLATTE.
 MM0123'THIS MARK IS LOCATED 3.5 MILES NORTH ALONG THE 1961 ROUTE OF U.S.
 MM0123'HIGHWAY NO. 83, FROM THE INTERSECTION OF U.S. HIGHWAY NO. 30
 MM0123'WEST AT NORTH PLATTE, THEN 7.2 MILES NORTHWEST ON 1961 ROUTE OF
 MM0123'HIGHWAY NO. 97, 85 FEET WEST OF THE CENTERLINE OF THE NEW
 MM0123'HIGHWAY, 2 FEET EAST OF A NORTH-SOUTH FENCE, AND 1900 FEET SOUTH
 MM0123'OF THE START OF A CURVE, AND SET IN THE TOP OF AN 8-INCH
 MM0123'CONCRETE FILLED METAL PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 MM0123
 MM0123                          STATION RECOVERY (1991)
 MM0123
 MM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0123'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0123'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0123'11.5 KM (7.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 106.7 M
 MM0123'(350.1 FT) NORTHWEST OF A RIGHT-OF-WAY POST AND AN OFFSET IN A FENCE
 MM0123'LINE, 27.0 M (88.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M
 MM0123'(1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW
 MM0123'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 MM0123'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0362 ***********************************************************************
 MK0362  DESIGNATION -  E 231
 MK0362  PID         -  MK0362
 MK0362  STATE/COUNTY-  NE/BURT
 MK0362  COUNTRY     -  US
 MK0362  USGS QUAD   -  OAKLAND (2017)
 MK0362
 MK0362                         *CURRENT SURVEY CONTROL
 MK0362  ______________________________________________________________________
 MK0362* NAD 83(1986) POSITION- 41 45 21.     (N) 096 28 53.     (W)   SCALED
 MK0362* NAVD 88 ORTHO HEIGHT -   405.239 (meters)     1329.52  (feet) ADJUSTED
 MK0362  ______________________________________________________________________
 MK0362  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 MK0362  DYNAMIC HEIGHT  -        405.090 (meters)     1329.03  (feet) COMP
 MK0362  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 MK0362
 MK0362  VERT ORDER      -  SECOND    CLASS 0
 MK0362
 MK0362.The horizontal coordinates were scaled from a map and have
 MK0362.an estimated accuracy of +/- 6 seconds.
 MK0362
 MK0362.The orthometric height was determined by differential leveling and
 MK0362.adjusted by the NATIONAL GEODETIC SURVEY
 MK0362.in June 1991.
 MK0362
 MK0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0362.GEOID18 height accuracy estimate available here.
 MK0362
 MK0362.Click photographs - Photos may exist for this station.
 MK0362
 MK0362.The dynamic height is computed by dividing the NAVD 88
 MK0362.geopotential number by the normal gravity value computed on the
 MK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0362.degrees latitude (g = 980.6199 gals.).
 MK0362
 MK0362.The modeled gravity was interpolated from observed gravity values.
 MK0362
 MK0362;                    North         East    Units  Estimated Accuracy
 MK0362;SPC NE       -   219,400.      792,450.      MT  (+/- 180 meters Scaled)
 MK0362
 MK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM093257(NAD 83)
 MK0362
 MK0362                          SUPERSEDED SURVEY CONTROL
 MK0362
 MK0362  NGVD 29 (??/??/92)  405.105  (m)         1329.08   (f) ADJ UNCH    2 0
 MK0362
 MK0362.Superseded values are not recommended for survey control.
 MK0362
 MK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0362.See file dsdata.pdf to determine how the superseded data were derived.
 MK0362
 MK0362_MARKER: DB = BENCH MARK DISK
 MK0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0362_STAMPING: E 231 1947
 MK0362_MARK LOGO: CGS
 MK0362_PROJECTION: PROJECTING 3 CENTIMETERS
 MK0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0362+STABILITY: SURFACE MOTION
 MK0362
 MK0362  HISTORY     - Date     Condition        Report By
 MK0362  HISTORY     - 1947     MONUMENTED       CGS
 MK0362
 MK0362                          STATION DESCRIPTION
 MK0362
 MK0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0362'2.7 MI NE FROM UEHLING.
 MK0362'1.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0362'FROM THE STATION AT UEHLING, THENCE 0.4 MILE EAST ALONG A
 MK0362'PRIVATE ROAD AND 0.6 MILE EAST ALONG A COUNTY DIRT ROAD, AT
 MK0362'THE TOP OF A HILL, 0.2 MILE EAST OF A WOODEN BRIDGE OVER A CREEK,
 MK0362'35.0 FEET SOUTH OF THE CENTER OF THE ROAD, 2.7 FEET EAST OF
 MK0362'POWER LINE POLE NO. A7 29-15, 1.5 FOOT WEST OF A REFERENCE
 MK0362'POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND
 MK0362'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0525 ***********************************************************************
 MK0525  DESIGNATION -  E 233 RESET
 MK0525  PID         -  MK0525
 MK0525  STATE/COUNTY-  NE/WASHINGTON
 MK0525  COUNTRY     -  US
 MK0525  USGS QUAD   -  FORT CALHOUN (2017)
 MK0525
 MK0525                         *CURRENT SURVEY CONTROL
 MK0525  ______________________________________________________________________
 MK0525* NAD 83(1986) POSITION- 41 25 19.     (N) 096 06 48.     (W)   SCALED
 MK0525* NAVD 88 ORTHO HEIGHT -   403.72  (meters)     1324.5   (feet) RESET
 MK0525  ______________________________________________________________________
 MK0525  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 MK0525  VERT ORDER      -  THIRD
 MK0525
 MK0525.The horizontal coordinates were scaled from a map and have
 MK0525.an estimated accuracy of +/- 6 seconds.
 MK0525
 MK0525.The orthometric height was computed from unverified reset data.
 MK0525
 MK0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0525.GEOID18 height accuracy estimate available here.
 MK0525
 MK0525.Click photographs - Photos may exist for this station.
 MK0525
 MK0525;                    North         East    Units  Estimated Accuracy
 MK0525;SPC NE       -   183,680.      824,690.      MT  (+/- 180 meters Scaled)
 MK0525
 MK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL412896(NAD 83)
 MK0525
 MK0525                          SUPERSEDED SURVEY CONTROL
 MK0525
 MK0525  NGVD 29 (??/??/??)  403.57   (m)         1324.0    (f) RESET       3  
 MK0525
 MK0525.Superseded values are not recommended for survey control.
 MK0525
 MK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0525.See file dsdata.pdf to determine how the superseded data were derived.
 MK0525
 MK0525_MARKER: DB = BENCH MARK DISK
 MK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0525_STAMPING: E 233 RESET 1958
 MK0525_MARK LOGO: CGS
 MK0525_PROJECTION: FLUSH
 MK0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0525+STABILITY: SURFACE MOTION
 MK0525
 MK0525  HISTORY     - Date     Condition        Report By
 MK0525  HISTORY     - 1958     MONUMENTED       NEDR
 MK0525
 MK0525                          STATION DESCRIPTION
 MK0525
 MK0525'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0525'6.8 MI SE FROM KENNARD.
 MK0525'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0525'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0525'SOUTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG
 MK0525'A GRAVELED ROAD, THENCE 3.8 MILES SOUTHEAST ALONG A PAVED ROAD,
 MK0525'74 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST
 MK0525'OF A 4 X 4 MARKER POST, 0.5 FOOT SOUTH OF AN EAST-WEST FENCE,
 MK0525'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0653 ***********************************************************************
 MK0653  DESIGNATION -  E 234
 MK0653  PID         -  MK0653
 MK0653  STATE/COUNTY-  NE/DOUGLAS
 MK0653  COUNTRY     -  US
 MK0653  USGS QUAD   -  IRVINGTON (2017)
 MK0653
 MK0653                         *CURRENT SURVEY CONTROL
 MK0653  ______________________________________________________________________
 MK0653* NAD 83(1986) POSITION- 41 17 06.42   (N) 096 00 18.18   (W)   HD_HELD1
 MK0653* NAVD 88 ORTHO HEIGHT -   382.114 (meters)     1253.65  (feet) ADJUSTED
 MK0653  ______________________________________________________________________
 MK0653  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 MK0653  DYNAMIC HEIGHT  -        381.947 (meters)     1253.10  (feet) COMP
 MK0653  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 MK0653
 MK0653  VERT ORDER      -  FIRST     CLASS II
 MK0653
 MK0653.The horizontal coordinates were determined by differentially corrected
 MK0653.hand held GPS observations or other comparable positioning techniques
 MK0653.and have an estimated accuracy of +/- 3 meters.
 MK0653
 MK0653.The orthometric height was determined by differential leveling and
 MK0653.adjusted by the NATIONAL GEODETIC SURVEY
 MK0653.in June 1991.
 MK0653
 MK0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0653.GEOID18 height accuracy estimate available here.
 MK0653
 MK0653.Click photographs - Photos may exist for this station.
 MK0653
 MK0653.The dynamic height is computed by dividing the NAVD 88
 MK0653.geopotential number by the normal gravity value computed on the
 MK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0653.degrees latitude (g = 980.6199 gals.).
 MK0653
 MK0653.The modeled gravity was interpolated from observed gravity values.
 MK0653
 MK0653;                    North         East    Units  Estimated Accuracy
 MK0653;SPC NE       -   168,912.7     834,432.5     MT  (+/- 3 meters HH1 GPS) 
 MK0653
 MK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5080674735(NAD 83)
 MK0653
 MK0653                          SUPERSEDED SURVEY CONTROL
 MK0653
 MK0653  NGVD 29 (??/??/92)  381.985  (m)         1253.23   (f) ADJ UNCH    1 2
 MK0653
 MK0653.Superseded values are not recommended for survey control.
 MK0653
 MK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0653.See file dsdata.pdf to determine how the superseded data were derived.
 MK0653
 MK0653_MARKER: DB = BENCH MARK DISK
 MK0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0653_SP_SET: BUILDING
 MK0653_STAMPING: E 234 1947
 MK0653_MARK LOGO: CGS
 MK0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0653+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2016
 MK0653
 MK0653  HISTORY     - Date     Condition        Report By
 MK0653  HISTORY     - 1947     MONUMENTED       CGS
 MK0653  HISTORY     - 1976     GOOD             LOCSUR
 MK0653  HISTORY     - 20110214 GOOD             INDIV
 MK0653  HISTORY     - 20160918 GOOD             USPSQD
 MK0653
 MK0653                          STATION DESCRIPTION
 MK0653
 MK0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0653'AT OMAHA.
 MK0653'THE MARK IS IN THE BENSON SUBURB OF OMAHA, ABOUT 35 YARDS WEST
 MK0653'OF THE INTERSECTION OF NORTH SIXTIETH STREET AND MILITARY AVENUE,
 MK0653'ON THE NORTH SIDE OF THE STREET, AT THE COMMUNITY HALL, 15 FEET
 MK0653'NORTH OF THE SOUTHEAST CORNER OF THE COMMUNITY HALL, IN THE EAST
 MK0653'WALL OF THE BUILDING, AND 3 FEET ABOVE THE SURFACE OF THE GROUND.
 MK0653'A BRONZE DISK SET VERTICALLY IN A BRICK WALL.
 MK0653
 MK0653                          STATION RECOVERY (1976)
 MK0653
 MK0653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0653'RECOVERED IN GOOD CONDITION.
 MK0653
 MK0653                          STATION RECOVERY (2011)
 MK0653
 MK0653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0653'RECOVERED IN GOOD CONDITION.
 MK0653
 MK0653                          STATION RECOVERY (2016)
 MK0653
 MK0653'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MK0653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0660 ***********************************************************************
 NM0660  DESIGNATION -  E 235
 NM0660  PID         -  NM0660
 NM0660  STATE/COUNTY-  NE/DAKOTA
 NM0660  COUNTRY     -  US
 NM0660  USGS QUAD   -  JACKSON (2017)
 NM0660
 NM0660                         *CURRENT SURVEY CONTROL
 NM0660  ______________________________________________________________________
 NM0660* NAD 83(1986) POSITION- 42 24 55.     (N) 096 30 43.     (W)   SCALED
 NM0660* NAVD 88 ORTHO HEIGHT -   335.483 (meters)     1100.66  (feet) ADJUSTED
 NM0660  ______________________________________________________________________
 NM0660  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 NM0660  DYNAMIC HEIGHT  -        335.375 (meters)     1100.31  (feet) COMP
 NM0660  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 NM0660
 NM0660  VERT ORDER      -  FIRST     CLASS II
 NM0660
 NM0660.The horizontal coordinates were scaled from a map and have
 NM0660.an estimated accuracy of +/- 6 seconds.
 NM0660
 NM0660.The orthometric height was determined by differential leveling and
 NM0660.adjusted by the NATIONAL GEODETIC SURVEY
 NM0660.in June 1991.
 NM0660
 NM0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0660.GEOID18 height accuracy estimate available here.
 NM0660
 NM0660.Click photographs - Photos may exist for this station.
 NM0660
 NM0660.The dynamic height is computed by dividing the NAVD 88
 NM0660.geopotential number by the normal gravity value computed on the
 NM0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0660.degrees latitude (g = 980.6199 gals.).
 NM0660
 NM0660.The modeled gravity was interpolated from observed gravity values.
 NM0660
 NM0660;                    North         East    Units  Estimated Accuracy
 NM0660;SPC NE       -   292,460.      786,960.      MT  (+/- 180 meters Scaled)
 NM0660
 NM0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM047988(NAD 83)
 NM0660
 NM0660                          SUPERSEDED SURVEY CONTROL
 NM0660
 NM0660  NGVD 29 (??/??/92)  335.324  (m)         1100.14   (f) ADJ UNCH    1 2
 NM0660
 NM0660.Superseded values are not recommended for survey control.
 NM0660
 NM0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0660.See file dsdata.pdf to determine how the superseded data were derived.
 NM0660
 NM0660_MARKER: DB = BENCH MARK DISK
 NM0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0660_STAMPING: E 235 1947
 NM0660_MARK LOGO: CGS
 NM0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0660+STABILITY: SURFACE MOTION
 NM0660
 NM0660  HISTORY     - Date     Condition        Report By
 NM0660  HISTORY     - 1947     MONUMENTED       CGS
 NM0660  HISTORY     - 1966     POOR             CGS
 NM0660
 NM0660                          STATION DESCRIPTION
 NM0660
 NM0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0660'4.7 MI W FROM DAKOTA CITY.
 NM0660'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0660'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 2.9 MILES ALONG STATE
 NM0660'HIGHWAY NO. 35, THENCE WEST 1.5 MILES ALONG A GRAVELED ROAD
 NM0660'TO SITE OF MARK.  BENCH MARK IS AT THE INTERSECTION OF THE
 NM0660'GRAVELED ROAD AND A FARM DRIVE LEADING NORTH, 79.4 FEET NORTHWEST
 NM0660'OF A POWER POLE, 33.6 FEET NORTH OF AND ABOUT LEVEL WITH THE
 NM0660'CENTER LINE OF THE ROAD, 36.5 FEET WEST OF A 15-INCH HACKBERRY
 NM0660'TREE, 25.0 FEET WEST OF THE CENTER LINE OF THE DRIVE, 5.0 FEET
 NM0660'WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT
 NM0660'EAST OF A 4 IN X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE
 NM0660'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.  NOTE-- LEVELS
 NM0660'DOUBTFUL, ROAD CONSTRUCTION HAS EXPOSED A LARGE PORTION OF
 NM0660'MARK AND IT PROJECTS ABOUT 2.5 FEET IN DITCH WITH SMALL AMOUNT
 NM0660'OF DIRT AROUND MARK.  DISTURBED USE WITH CAUTION.
 NM0660
 NM0660                          STATION RECOVERY (1966)
 NM0660
 NM0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0660'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0413 ***********************************************************************
 NM0413  DESIGNATION -  E 236
 NM0413  PID         -  NM0413
 NM0413  STATE/COUNTY-  NE/DAKOTA
 NM0413  COUNTRY     -  US
 NM0413  USGS QUAD   -  HOMER (2017)
 NM0413
 NM0413                         *CURRENT SURVEY CONTROL
 NM0413  ______________________________________________________________________
 NM0413* NAD 83(1986) POSITION- 42 22 09.     (N) 096 27 18.     (W)   SCALED
 NM0413* NAVD 88 ORTHO HEIGHT -   333.330 (meters)     1093.60  (feet) ADJUSTED
 NM0413  ______________________________________________________________________
 NM0413  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 NM0413  DYNAMIC HEIGHT  -        333.223 (meters)     1093.25  (feet) COMP
 NM0413  MODELED GRAVITY -    980,289.8   (mgal)                       NAVD 88
 NM0413
 NM0413  VERT ORDER      -  SECOND    CLASS 0
 NM0413
 NM0413.The horizontal coordinates were scaled from a map and have
 NM0413.an estimated accuracy of +/- 6 seconds.
 NM0413
 NM0413.The orthometric height was determined by differential leveling and
 NM0413.adjusted by the NATIONAL GEODETIC SURVEY
 NM0413.in June 1991.
 NM0413
 NM0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0413.GEOID18 height accuracy estimate available here.
 NM0413
 NM0413.Click photographs - Photos may exist for this station.
 NM0413
 NM0413.The dynamic height is computed by dividing the NAVD 88
 NM0413.geopotential number by the normal gravity value computed on the
 NM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0413.degrees latitude (g = 980.6199 gals.).
 NM0413
 NM0413.The modeled gravity was interpolated from observed gravity values.
 NM0413
 NM0413;                    North         East    Units  Estimated Accuracy
 NM0413;SPC NE       -   287,540.      791,850.      MT  (+/- 180 meters Scaled)
 NM0413
 NM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095939(NAD 83)
 NM0413
 NM0413                          SUPERSEDED SURVEY CONTROL
 NM0413
 NM0413  NGVD 29 (??/??/92)  333.173  (m)         1093.09   (f) ADJ UNCH    2 0
 NM0413
 NM0413.Superseded values are not recommended for survey control.
 NM0413
 NM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0413.See file dsdata.pdf to determine how the superseded data were derived.
 NM0413
 NM0413_MARKER: DB = BENCH MARK DISK
 NM0413_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0413_SP_SET: BOX CULVERT HEADWALL
 NM0413_STAMPING: E 236 1947
 NM0413_MARK LOGO: CGS
 NM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0413+STABILITY: SURFACE MOTION
 NM0413
 NM0413  HISTORY     - Date     Condition        Report By
 NM0413  HISTORY     - 1947     MONUMENTED       CGS
 NM0413
 NM0413                          STATION DESCRIPTION
 NM0413
 NM0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0413'3.9 MI SW FROM DAKOTA CITY.
 NM0413'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE
 NM0413'COURT HOUSE AT DAKOTA CITY, ABOUT 3.9 MILES NORTHEAST OF HOMER,
 NM0413'24.0 FEET WEST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER
 NM0413'LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF THE WEST HEADWALL
 NM0413'OF A 5 FT X 6 FT CONCRETE BOX CULVERT AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2008 ***********************************************************************
 NM2008  DESIGNATION -  E 236 RESET
 NM2008  PID         -  NM2008
 NM2008  STATE/COUNTY-  NE/DAKOTA
 NM2008  COUNTRY     -  US
 NM2008  USGS QUAD   -  HOMER (2017)
 NM2008
 NM2008                         *CURRENT SURVEY CONTROL
 NM2008  ______________________________________________________________________
 NM2008* NAD 83(1986) POSITION- 42 22 09.4    (N) 096 27 18.4    (W)   HD_HELD2
 NM2008* NAVD 88 ORTHO HEIGHT -   333.54  (meters)     1094.3   (feet) RESET
 NM2008  ______________________________________________________________________
 NM2008  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 NM2008  VERT ORDER      -  THIRD
 NM2008
 NM2008.The horizontal coordinates were established by autonomous hand held GPS
 NM2008.observations and have an estimated accuracy of +/- 10 meters.
 NM2008
 NM2008.The orthometric height was computed from unverified reset data.
 NM2008
 NM2008.No vertical observational check was made to the station.
 NM2008
 NM2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2008.GEOID18 height accuracy estimate available here.
 NM2008
 NM2008.Click photographs - Photos may exist for this station.
 NM2008
 NM2008;                    North         East    Units  Estimated Accuracy
 NM2008;SPC NE       -   287,549.      791,844.      MT  (+/- 10 meters HH2 GPS)
 NM2008
 NM2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0954593915(NAD 83)
 NM2008
 NM2008                          SUPERSEDED SURVEY CONTROL
 NM2008
 NM2008.No superseded survey control is available for this station.
 NM2008
 NM2008_MARKER: DV = VERTICAL CONTROL DISK
 NM2008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM2008_SP_SET: RAILROAD CULVERT
 NM2008_STAMPING: E 236 RESET 1983
 NM2008_MARK LOGO: NGS
 NM2008_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2008+STABILITY: SURFACE MOTION
 NM2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2008+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2020
 NM2008
 NM2008  HISTORY     - Date     Condition        Report By
 NM2008  HISTORY     - 1983     MONUMENTED       NGS
 NM2008  HISTORY     - 20101013 GOOD             GEOCAC
 NM2008  HISTORY     - 20200928 GOOD             NEGS
 NM2008
 NM2008                          STATION DESCRIPTION
 NM2008
 NM2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2008'1.13 KM (0.70 MI) WEST ALONG STATE HIGHWAY 35, FROM THE POST OFFICE
 NM2008'IN DAKOTA CITY, THENCE 5.79 KM (3.60 MI) LEFT AND SOUTH ALONG US
 NM2008'HIGHWAY 77 TO A RAILROAD CULVERT AND THE BENCH MARK ON THE RIGHT, IN
 NM2008'TOP OF THE CENTER OF THE EAST END OF A 2.44 M (8.01 FT) IN DIAMETER
 NM2008'CONCRETE CULVERT UNDER THE RAILROAD, 15.85 M (52.00 FT) SOUTH FROM
 NM2008'RAILROAD MARKER MILE POST 98, 5.45 M (17.88 FT) EAST FROM THE EAST
 NM2008'RAIL.
 NM2008
 NM2008                          STATION RECOVERY (2010)
 NM2008
 NM2008'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 NM2008'RECOVERED IN GOOD CONDITION.
 NM2008
 NM2008                          STATION RECOVERY (2020)
 NM2008
 NM2008'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM2008'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 35 AND U.S. HIGHWAY 77 WEST
 NM2008'OF DAKOTA CITY NE., GO SOUTH ON U.S.HWY.  77 APPROXIMATELY 3.4 MI (5.5
 NM2008'KM) TO THE MARK ON THE RIGHT, WEST SIDE OF THE ROAD AT MILE POST
 NM2008'179.04.  THE MARK IS 52.0 FT (15.8 M) SOUTH OF RAILROAD MARKER POST
 NM2008'98, 17.88 FT (5.4 M) EAST OF EAST RAIL AND IN THE TOP OF A CONCRETE
 NM2008'CULVERT UNDER RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0519 ***********************************************************************
 NM0519  DESIGNATION -  E 237 RESET
 NM0519  PID         -  NM0519
 NM0519  STATE/COUNTY-  NE/THURSTON
 NM0519  COUNTRY     -  US
 NM0519  USGS QUAD   -  WALTHILL (2017)
 NM0519
 NM0519                         *CURRENT SURVEY CONTROL
 NM0519  ______________________________________________________________________
 NM0519* NAD 83(1986) POSITION- 42 08 19.     (N) 096 28 38.     (W)   SCALED
 NM0519* NAVD 88 ORTHO HEIGHT -   374.49  (meters)     1228.6   (feet) RESET
 NM0519  ______________________________________________________________________
 NM0519  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 NM0519  VERT ORDER      -  THIRD
 NM0519
 NM0519.The horizontal coordinates were scaled from a map and have
 NM0519.an estimated accuracy of +/- 6 seconds.
 NM0519
 NM0519.The orthometric height was computed from unverified reset data.
 NM0519
 NM0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0519.GEOID18 height accuracy estimate available here.
 NM0519
 NM0519.Click photographs - Photos may exist for this station.
 NM0519
 NM0519;                    North         East    Units  Estimated Accuracy
 NM0519;SPC NE       -   261,880.      791,070.      MT  (+/- 180 meters Scaled)
 NM0519
 NM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084682(NAD 83)
 NM0519
 NM0519                          SUPERSEDED SURVEY CONTROL
 NM0519
 NM0519  NGVD 29 (??/??/??)  374.33   (m)         1228.1    (f) RESET       3  
 NM0519
 NM0519.Superseded values are not recommended for survey control.
 NM0519
 NM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0519.See file dsdata.pdf to determine how the superseded data were derived.
 NM0519
 NM0519_MARKER: DB = BENCH MARK DISK
 NM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0519_STAMPING: E 237 RESET 1965
 NM0519_MARK LOGO: CGS
 NM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0519+STABILITY: SURFACE MOTION
 NM0519
 NM0519  HISTORY     - Date     Condition        Report By
 NM0519  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0519  HISTORY     - 1967     GOOD             LOCENG
 NM0519  HISTORY     - 20160616 MARK NOT FOUND   NEGS
 NM0519
 NM0519                          STATION DESCRIPTION
 NM0519
 NM0519'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0519'0.9 MI SE FROM WALTHILL.
 NM0519'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0519'STATION AT WALTHILL, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY
 NM0519'77, 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 NM0519'EAST OF A FENCE LINE SOUTH, 14 FEET WEST OF THE NORTH END OF
 NM0519'A PIPE CULVERT UNDER THE DRIVEWAY, 10 FEET NORTH OF A FENCE
 NM0519'LINE WEST, 2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST,
 NM0519'1 FOOT EAST OF A FENCE LINE NORTH, 2.5 FEET BELOW THE LEVEL
 NM0519'OF THE HIGHWAY, AND SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 NM0519'POST WITH AN 8 INCH TOP PROJECTING 4 INCHES.
 NM0519
 NM0519                          STATION RECOVERY (2016)
 NM0519
 NM0519'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0519'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0596 ***********************************************************************
 NM0596  DESIGNATION -  E 239
 NM0596  PID         -  NM0596
 NM0596  STATE/COUNTY-  NE/THURSTON
 NM0596  COUNTRY     -  US
 NM0596  USGS QUAD   -  PENDER (2017)
 NM0596
 NM0596                         *CURRENT SURVEY CONTROL
 NM0596  ______________________________________________________________________
 NM0596* NAD 83(1986) POSITION- 42 07 22.     (N) 096 42 48.     (W)   SCALED
 NM0596* NAVD 88 ORTHO HEIGHT -   403.873 (meters)     1325.04  (feet) ADJUSTED
 NM0596  ______________________________________________________________________
 NM0596  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 NM0596  DYNAMIC HEIGHT  -        403.731 (meters)     1324.57  (feet) COMP
 NM0596  MODELED GRAVITY -    980,257.4   (mgal)                       NAVD 88
 NM0596
 NM0596  VERT ORDER      -  SECOND    CLASS 0
 NM0596
 NM0596.The horizontal coordinates were scaled from a map and have
 NM0596.an estimated accuracy of +/- 6 seconds.
 NM0596
 NM0596.The orthometric height was determined by differential leveling and
 NM0596.adjusted by the NATIONAL GEODETIC SURVEY
 NM0596.in June 1991.
 NM0596
 NM0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0596.GEOID18 height accuracy estimate available here.
 NM0596
 NM0596.Click photographs - Photos may exist for this station.
 NM0596
 NM0596.The dynamic height is computed by dividing the NAVD 88
 NM0596.geopotential number by the normal gravity value computed on the
 NM0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0596.degrees latitude (g = 980.6199 gals.).
 NM0596
 NM0596.The modeled gravity was interpolated from observed gravity values.
 NM0596
 NM0596;                    North         East    Units  Estimated Accuracy
 NM0596;SPC NE       -   259,360.      771,640.      MT  (+/- 180 meters Scaled)
 NM0596
 NM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM890659(NAD 83)
 NM0596
 NM0596                          SUPERSEDED SURVEY CONTROL
 NM0596
 NM0596  NGVD 29 (??/??/92)  403.718  (m)         1324.53   (f) ADJ UNCH    2 0
 NM0596
 NM0596.Superseded values are not recommended for survey control.
 NM0596
 NM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0596.See file dsdata.pdf to determine how the superseded data were derived.
 NM0596
 NM0596_MARKER: DB = BENCH MARK DISK
 NM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0596_STAMPING: E 239 1947
 NM0596_MARK LOGO: CGS
 NM0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0596+STABILITY: SURFACE MOTION
 NM0596
 NM0596  HISTORY     - Date     Condition        Report By
 NM0596  HISTORY     - 1947     MONUMENTED       CGS
 NM0596
 NM0596                          STATION DESCRIPTION
 NM0596
 NM0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0596'0.9 MI N FROM PENDER.
 NM0596'0.9 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0596'OMAHA RAILROAD FROM THE STATION AT PENDER, 40.8 FEET EAST OF
 NM0596'THE CENTER OF STATE HIGHWAY NO. 9, 40.4 FEET WEST OF THE WEST
 NM0596'RAIL, 6.0 FEET NORTH OF MILEPOST 40-35, 2.0 FEET SOUTH OF A
 NM0596'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0596'PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0598 ***********************************************************************
 NM0598  DESIGNATION -  E 239 RESET
 NM0598  PID         -  NM0598
 NM0598  STATE/COUNTY-  NE/THURSTON
 NM0598  COUNTRY     -  US
 NM0598  USGS QUAD   -  PENDER (2017)
 NM0598
 NM0598                         *CURRENT SURVEY CONTROL
 NM0598  ______________________________________________________________________
 NM0598* NAD 83(1986) POSITION- 42 07 21.20   (N) 096 42 47.56   (W)   HD_HELD1
 NM0598* NAVD 88 ORTHO HEIGHT -   404.12  (meters)     1325.9   (feet) RESET
 NM0598  ______________________________________________________________________
 NM0598  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 NM0598  VERT ORDER      -  THIRD
 NM0598
 NM0598.The horizontal coordinates were determined by differentially corrected
 NM0598.hand held GPS observations or other comparable positioning techniques
 NM0598.and have an estimated accuracy of +/- 3 meters.
 NM0598
 NM0598.The orthometric height was computed from unverified reset data.
 NM0598
 NM0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0598.GEOID18 height accuracy estimate available here.
 NM0598
 NM0598.Click photographs - Photos may exist for this station.
 NM0598
 NM0598;                    North         East    Units  Estimated Accuracy
 NM0598;SPC NE       -   259,330.8     771,647.3     MT  (+/- 3 meters HH1 GPS) 
 NM0598
 NM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM8902765914(NAD 83)
 NM0598
 NM0598                          SUPERSEDED SURVEY CONTROL
 NM0598
 NM0598  NGVD 29 (??/??/??)  403.96   (m)         1325.3    (f) RESET       3  
 NM0598
 NM0598.Superseded values are not recommended for survey control.
 NM0598
 NM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0598.See file dsdata.pdf to determine how the superseded data were derived.
 NM0598
 NM0598_MARKER: DB = BENCH MARK DISK
 NM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0598_STAMPING: E 239 1947 RESET 1960
 NM0598_MARK LOGO: CGS
 NM0598_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0598+STABILITY: SURFACE MOTION
 NM0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0598+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2020
 NM0598
 NM0598  HISTORY     - Date     Condition        Report By
 NM0598  HISTORY     - 1960     MONUMENTED       CGS
 NM0598  HISTORY     - 1961     GOOD             CGS
 NM0598  HISTORY     - 20121025 GOOD             THOMDD
 NM0598  HISTORY     - 20200318 GOOD             NEGS
 NM0598
 NM0598                          STATION DESCRIPTION
 NM0598
 NM0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM0598'0.8 MI NW FROM PENDER.
 NM0598'FROM RAILROAD DEPOT AT PENDER, GO NORTHWESTERLY 0.8 MILES ALONG
 NM0598'STATE HIGHWAY NO. 9.  BENCH MARK IS 1380 FEET NORTH OF NORTH
 NM0598'END OF BRIDGE ON STATE HIGHWAY NO. 9, 115.0 FEET LEFT OF CENTERLINE
 NM0598'OF HIGHWAY, IN FENCE LINE AND 200.0 FEET WEST OF ABANDONED
 NM0598'RAILWAY EMBANKMENT, 57.0 FEET SOUTHEAST OF A TELEPHONE POLE,
 NM0598'AND 106.0 FEET NORTHWEST OF ANOTHER TELEPHONE POLE, AND SET
 NM0598'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM0598'GROUND, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
 NM0598
 NM0598                          STATION RECOVERY (2012)
 NM0598
 NM0598'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2012 (DMP)
 NM0598'RECOVERED IN GOOD CONDITION.
 NM0598
 NM0598                          STATION RECOVERY (2020)
 NM0598
 NM0598'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NM0598'TO REACH FROM THE INTERSECTION OF HIGHWAY 9 AND HIGHWAY 94 IN PENDER,
 NM0598'GO NORTH ON HIGHWAY 9 FOR APPROXIMATELY 0.73 MI (1.17 KM) TO THE MARK
 NM0598'ON THE WEST SIDE OF THE HIGHWAY.  IT IS 2.0 FT (0.6 M) SOUTHEAST OF A
 NM0598'STEEL WITNESS POST (THE SIGN IS MISSING).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0796 ***********************************************************************
 LH0796  DESIGNATION -  E 24
 LH0796  PID         -  LH0796
 LH0796  STATE/COUNTY-  NE/GOSPER
 LH0796  COUNTRY     -  US
 LH0796  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0796
 LH0796                         *CURRENT SURVEY CONTROL
 LH0796  ______________________________________________________________________
 LH0796* NAD 83(1986) POSITION- 40 41 03.20   (N) 099 47 40.31   (W)   HD_HELD1
 LH0796* NAVD 88 ORTHO HEIGHT -   788.062 (meters)     2585.50  (feet) ADJUSTED
 LH0796  ______________________________________________________________________
 LH0796  GEOID HEIGHT    -        -24.014 (meters)                     GEOID18
 LH0796  DYNAMIC HEIGHT  -        787.585 (meters)     2583.94  (feet) COMP
 LH0796  MODELED GRAVITY -    979,992.3   (mgal)                       NAVD 88
 LH0796
 LH0796  VERT ORDER      -  FIRST     CLASS II
 LH0796
 LH0796.The horizontal coordinates were determined by differentially corrected
 LH0796.hand held GPS observations or other comparable positioning techniques
 LH0796.and have an estimated accuracy of +/- 3 meters.
 LH0796
 LH0796.The orthometric height was determined by differential leveling and
 LH0796.adjusted by the NATIONAL GEODETIC SURVEY
 LH0796.in June 1991.
 LH0796
 LH0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0796.GEOID18 height accuracy estimate available here.
 LH0796
 LH0796.Click photographs - Photos may exist for this station.
 LH0796
 LH0796.The dynamic height is computed by dividing the NAVD 88
 LH0796.geopotential number by the normal gravity value computed on the
 LH0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0796.degrees latitude (g = 980.6199 gals.).
 LH0796
 LH0796.The modeled gravity was interpolated from observed gravity values.
 LH0796
 LH0796;                    North         East    Units  Estimated Accuracy
 LH0796;SPC NE       -    94,493.8     517,365.3     MT  (+/- 3 meters HH1 GPS) 
 LH0796
 LH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3286004007(NAD 83)
 LH0796
 LH0796                          SUPERSEDED SURVEY CONTROL
 LH0796
 LH0796  NGVD 29 (02/14/92)  787.776  (m)         2584.56   (f) ADJUSTED    1 2
 LH0796  NGVD 29 (??/??/87)  787.793  (m)         2584.62   (f) SUPERSEDED  1 2
 LH0796
 LH0796.Superseded values are not recommended for survey control.
 LH0796
 LH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0796.See file dsdata.pdf to determine how the superseded data were derived.
 LH0796
 LH0796_MARKER: DB = BENCH MARK DISK
 LH0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0796_STAMPING: E 24 1933
 LH0796_MARK LOGO: CGS
 LH0796_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0796+STABILITY: SURFACE MOTION
 LH0796
 LH0796  HISTORY     - Date     Condition        Report By
 LH0796  HISTORY     - 1933     MONUMENTED       CGS
 LH0796  HISTORY     - 1941     GOOD             CGS
 LH0796  HISTORY     - 1986     GOOD             NGS
 LH0796
 LH0796                          STATION DESCRIPTION
 LH0796
 LH0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0796'8.7 MI S FROM LEXINGTON.
 LH0796'IN GOSPER COUNTY, 8.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM
 LH0796'THE UNION PACIFIC RAILROAD CROSSING AT LEXINGTON, DAWSON COUNTY,
 LH0796'90 YARDS NORTH OF A 24-INCH CONCRETE PIPE HIGHWAY CULVERT,
 LH0796'38 FEET SOUTH OF THE CENTERLINE OF A SECTION-ROAD LEADING
 LH0796'WEST, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 LH0796'SOUTH OF THE CORNER OF A WIRE FENCE, AND 2 FEET EAST OF THE
 LH0796'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED E 24 1933 AND
 LH0796'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LH0796'GROUND.
 LH0796
 LH0796                          STATION RECOVERY (1986)
 LH0796
 LH0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0796'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.43 KM (0.01
 LH0796'MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0796'THENCE 0.55 KM (0.35 MI) EAST ALONG A DIRT ROAD, 0.55 KM (0.35 MI)
 LH0796'SOUTH OF THE Y JUNCTION OF US HIGHWAY 283, IN THE SOUTHWEST CORNER OF
 LH0796'THE T JUNCTION OF A DIRT ROAD LEADING WEST, 8.5 METERS (28 FT) WEST OF
 LH0796'THE CENTER OF THE ROAD, 10.3 METERS (34 FT) SOUTH OF THE CENTER OF THE
 LH0796'ROAD AND 1.0 METER (3.5 FT) NORTH OF AN UNDERGROUND TELEPHONE CABLE
 LH0796'BOX.
 LH0796'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0796'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0444 ***********************************************************************
 NM0444  DESIGNATION -  E 240
 NM0444  PID         -  NM0444
 NM0444  STATE/COUNTY-  NE/THURSTON
 NM0444  COUNTRY     -  US
 NM0444  USGS QUAD   -  ALBATON (2018)
 NM0444
 NM0444                         *CURRENT SURVEY CONTROL
 NM0444  ______________________________________________________________________
 NM0444* NAD 83(1986) POSITION- 42 09 35.     (N) 096 21 23.     (W)   SCALED
 NM0444* NAVD 88 ORTHO HEIGHT -   399.749 (meters)     1311.51  (feet) ADJUSTED
 NM0444  ______________________________________________________________________
 NM0444  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 NM0444  DYNAMIC HEIGHT  -        399.613 (meters)     1311.06  (feet) COMP
 NM0444  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 NM0444
 NM0444  VERT ORDER      -  SECOND    CLASS 0
 NM0444
 NM0444.The horizontal coordinates were scaled from a map and have
 NM0444.an estimated accuracy of +/- 6 seconds.
 NM0444
 NM0444.The orthometric height was determined by differential leveling and
 NM0444.adjusted by the NATIONAL GEODETIC SURVEY
 NM0444.in June 1991.
 NM0444
 NM0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0444.GEOID18 height accuracy estimate available here.
 NM0444
 NM0444.Click photographs - Photos may exist for this station.
 NM0444
 NM0444.The dynamic height is computed by dividing the NAVD 88
 NM0444.geopotential number by the normal gravity value computed on the
 NM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0444.degrees latitude (g = 980.6199 gals.).
 NM0444
 NM0444.The modeled gravity was interpolated from observed gravity values.
 NM0444
 NM0444;                    North         East    Units  Estimated Accuracy
 NM0444;SPC NE       -   264,640.      800,950.      MT  (+/- 180 meters Scaled)
 NM0444
 NM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM183708(NAD 83)
 NM0444
 NM0444                          SUPERSEDED SURVEY CONTROL
 NM0444
 NM0444  NGVD 29 (??/??/92)  399.600  (m)         1311.02   (f) ADJ UNCH    2 0
 NM0444
 NM0444.Superseded values are not recommended for survey control.
 NM0444
 NM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0444.See file dsdata.pdf to determine how the superseded data were derived.
 NM0444
 NM0444_MARKER: DB = BENCH MARK DISK
 NM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0444_STAMPING: E 240 1947
 NM0444_MARK LOGO: CGS
 NM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0444+STABILITY: SURFACE MOTION
 NM0444
 NM0444  HISTORY     - Date     Condition        Report By
 NM0444  HISTORY     - 1947     MONUMENTED       CGS
 NM0444  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0444
 NM0444                          STATION DESCRIPTION
 NM0444
 NM0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0444'9.1 MI SE FROM WALTHILL.
 NM0444'8.2 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0444'WALTHILL, THENCE NORTH 0.9 MILE NORTH ALONG A DIRT ROAD, AT A
 NM0444'FARM HOUSE WEST OF THE ROAD AND AT THE TOP OF A HILL, 16.6 FEET
 NM0444'WEST OF THE CENTER OF THE ROAD, 15.6 FEET SOUTH OF THE CENTER OF
 NM0444'THE FARM DRIVEWAY, 4.3 FEET SOUTH OF A GATE POST, 1.0 FOOT EAST
 NM0444'OF A WIRE FENCE, 2.0 NORTH OF A 4 IN X 4 IN MARKER POST AND
 NM0444'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 NM0444
 NM0444                          STATION RECOVERY (1965)
 NM0444
 NM0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0336 ***********************************************************************
 MK0336  DESIGNATION -  E 241
 MK0336  PID         -  MK0336
 MK0336  STATE/COUNTY-  NE/BURT
 MK0336  COUNTRY     -  US
 MK0336  USGS QUAD   -  TEKAMAH (2017)
 MK0336
 MK0336                         *CURRENT SURVEY CONTROL
 MK0336  ______________________________________________________________________
 MK0336* NAD 83(1986) POSITION- 41 46 40.     (N) 096 10 39.     (W)   SCALED
 MK0336* NAVD 88 ORTHO HEIGHT -   312.702 (meters)     1025.92  (feet) ADJUSTED
 MK0336  ______________________________________________________________________
 MK0336  GEOID HEIGHT    -        -27.384 (meters)                     GEOID18
 MK0336  DYNAMIC HEIGHT  -        312.579 (meters)     1025.52  (feet) COMP
 MK0336  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 MK0336
 MK0336  VERT ORDER      -  SECOND    CLASS 0
 MK0336
 MK0336.The horizontal coordinates were scaled from a map and have
 MK0336.an estimated accuracy of +/- 6 seconds.
 MK0336
 MK0336.The orthometric height was determined by differential leveling and
 MK0336.adjusted by the NATIONAL GEODETIC SURVEY
 MK0336.in June 1991.
 MK0336
 MK0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0336.GEOID18 height accuracy estimate available here.
 MK0336
 MK0336.Click photographs - Photos may exist for this station.
 MK0336
 MK0336.The dynamic height is computed by dividing the NAVD 88
 MK0336.geopotential number by the normal gravity value computed on the
 MK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0336.degrees latitude (g = 980.6199 gals.).
 MK0336
 MK0336.The modeled gravity was interpolated from observed gravity values.
 MK0336
 MK0336;                    North         East    Units  Estimated Accuracy
 MK0336;SPC NE       -   222,910.      817,590.      MT  (+/- 180 meters Scaled)
 MK0336
 MK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM345289(NAD 83)
 MK0336
 MK0336                          SUPERSEDED SURVEY CONTROL
 MK0336
 MK0336  NGVD 29 (??/??/92)  312.563  (m)         1025.47   (f) ADJ UNCH    2 0
 MK0336
 MK0336.Superseded values are not recommended for survey control.
 MK0336
 MK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0336.See file dsdata.pdf to determine how the superseded data were derived.
 MK0336
 MK0336_MARKER: DB = BENCH MARK DISK
 MK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0336_STAMPING: E 241 1947
 MK0336_MARK LOGO: CGS
 MK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0336+STABILITY: SURFACE MOTION
 MK0336
 MK0336  HISTORY     - Date     Condition        Report By
 MK0336  HISTORY     - 1947     MONUMENTED       CGS
 MK0336  HISTORY     - 1974     GOOD             LOCSUR
 MK0336
 MK0336                          STATION DESCRIPTION
 MK0336
 MK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0336'2.2 MI E FROM TEKAMAH.
 MK0336'2.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0336'TEKAMAH, IN THE NORTHEAST ANGLE OF THE JUNCTION OF A GRAVEL
 MK0336'ROAD LEADING NORTH, 50.0 FEET NORTH OF THE CENTER OF THE
 MK0336'EAST-WEST ROAD, 50.0 FEET EAST OF THE CENTER OF THE ROAD LEADING
 MK0336'NORTH, 9.0 FEET EAST OF A POWER LINE POLE, 2.0 FEET WEST
 MK0336'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MK0336'THE ROAD AND PROJECTING 0.4 FOOT.
 MK0336
 MK0336                          STATION RECOVERY (1974)
 MK0336
 MK0336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0291 ***********************************************************************
 MK0291  DESIGNATION -  E 242
 MK0291  PID         -  MK0291
 MK0291  STATE/COUNTY-  NE/BURT
 MK0291  COUNTRY     -  US
 MK0291  USGS QUAD   -  TEKAMAH NW (2017)
 MK0291
 MK0291                         *CURRENT SURVEY CONTROL
 MK0291  ______________________________________________________________________
 MK0291* NAD 83(1986) POSITION- 41 59 22.     (N) 096 13 31.     (W)   SCALED
 MK0291* NAVD 88 ORTHO HEIGHT -   320.558 (meters)     1051.70  (feet) ADJUSTED
 MK0291  ______________________________________________________________________
 MK0291  GEOID HEIGHT    -        -26.736 (meters)                     GEOID18
 MK0291  DYNAMIC HEIGHT  -        320.444 (meters)     1051.32  (feet) COMP
 MK0291  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 MK0291
 MK0291  VERT ORDER      -  SECOND    CLASS 0
 MK0291
 MK0291.The horizontal coordinates were scaled from a map and have
 MK0291.an estimated accuracy of +/- 6 seconds.
 MK0291
 MK0291.The orthometric height was determined by differential leveling and
 MK0291.adjusted by the NATIONAL GEODETIC SURVEY
 MK0291.in June 1991.
 MK0291
 MK0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0291.GEOID18 height accuracy estimate available here.
 MK0291
 MK0291.Click photographs - Photos may exist for this station.
 MK0291
 MK0291.The dynamic height is computed by dividing the NAVD 88
 MK0291.geopotential number by the normal gravity value computed on the
 MK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0291.degrees latitude (g = 980.6199 gals.).
 MK0291
 MK0291.The modeled gravity was interpolated from observed gravity values.
 MK0291
 MK0291;                    North         East    Units  Estimated Accuracy
 MK0291;SPC NE       -   246,210.      812,600.      MT  (+/- 180 meters Scaled)
 MK0291
 MK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM298523(NAD 83)
 MK0291
 MK0291                          SUPERSEDED SURVEY CONTROL
 MK0291
 MK0291  NGVD 29 (??/??/92)  320.415  (m)         1051.23   (f) ADJ UNCH    2 0
 MK0291
 MK0291.Superseded values are not recommended for survey control.
 MK0291
 MK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0291.See file dsdata.pdf to determine how the superseded data were derived.
 MK0291
 MK0291_MARKER: DB = BENCH MARK DISK
 MK0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0291_STAMPING: E 242 1947
 MK0291_MARK LOGO: CGS
 MK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0291+STABILITY: SURFACE MOTION
 MK0291
 MK0291  HISTORY     - Date     Condition        Report By
 MK0291  HISTORY     - 1947     MONUMENTED       CGS
 MK0291  HISTORY     - 1974     GOOD             LOCSUR
 MK0291
 MK0291                          STATION DESCRIPTION
 MK0291
 MK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0291'2.4 MI SE FROM DECATUR.
 MK0291'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0291'AT DECATUR, THENCE 1.1 MILE EAST ALONG A GRAVEL ROAD, AT THE
 MK0291'NORTHWEST CORNER OF A STEEL GUARD FENCE AROUND AN OIL PIPE LINE
 MK0291'PUMPING STATION, 0.2 MILE WEST OF A DIRT CROSS ROAD, 33.0 FEET
 MK0291'SOUTH OF THE CENTER OF THE ROAD, 5.1 FEET EAST OF THE NORTHWEST
 MK0291'CORNER OF THE GUARD FENCE, 2.0 FEET WEST OF A REFERENCE POST,
 MK0291'0.8 FOOT NORTH OF THE GUARD FENCE, SET IN A CONCRETE POST ABOUT
 MK0291'2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0291
 MK0291                          STATION RECOVERY (1974)
 MK0291
 MK0291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0374 ***********************************************************************
 MK0374  DESIGNATION -  E 245
 MK0374  PID         -  MK0374
 MK0374  STATE/COUNTY-  NE/BURT
 MK0374  COUNTRY     -  US
 MK0374  USGS QUAD   -  HERMAN (2017)
 MK0374
 MK0374                         *CURRENT SURVEY CONTROL
 MK0374  ______________________________________________________________________
 MK0374* NAD 83(1986) POSITION- 41 42 14.     (N) 096 14 50.     (W)   SCALED
 MK0374* NAVD 88 ORTHO HEIGHT -   335.086 (meters)     1099.36  (feet) ADJUSTED
 MK0374  ______________________________________________________________________
 MK0374  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 MK0374  DYNAMIC HEIGHT  -        334.951 (meters)     1098.92  (feet) COMP
 MK0374  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 MK0374
 MK0374  VERT ORDER      -  SECOND    CLASS 0
 MK0374
 MK0374.The horizontal coordinates were scaled from a map and have
 MK0374.an estimated accuracy of +/- 6 seconds.
 MK0374
 MK0374.The orthometric height was determined by differential leveling and
 MK0374.adjusted by the NATIONAL GEODETIC SURVEY
 MK0374.in June 1991.
 MK0374
 MK0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0374.GEOID18 height accuracy estimate available here.
 MK0374
 MK0374.Click photographs - Photos may exist for this station.
 MK0374
 MK0374.The dynamic height is computed by dividing the NAVD 88
 MK0374.geopotential number by the normal gravity value computed on the
 MK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0374.degrees latitude (g = 980.6199 gals.).
 MK0374
 MK0374.The modeled gravity was interpolated from observed gravity values.
 MK0374
 MK0374;                    North         East    Units  Estimated Accuracy
 MK0374;SPC NE       -   214,460.      812,160.      MT  (+/- 180 meters Scaled)
 MK0374
 MK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM290205(NAD 83)
 MK0374
 MK0374                          SUPERSEDED SURVEY CONTROL
 MK0374
 MK0374  NGVD 29 (??/??/92)  334.946  (m)         1098.90   (f) ADJ UNCH    2 0
 MK0374
 MK0374.Superseded values are not recommended for survey control.
 MK0374
 MK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0374.See file dsdata.pdf to determine how the superseded data were derived.
 MK0374
 MK0374_MARKER: DB = BENCH MARK DISK
 MK0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0374_STAMPING: E 245 1947
 MK0374_MARK LOGO: CGS
 MK0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0374+STABILITY: SURFACE MOTION
 MK0374
 MK0374  HISTORY     - Date     Condition        Report By
 MK0374  HISTORY     - 1947     MONUMENTED       CGS
 MK0374  HISTORY     - 1965     POOR             USGS
 MK0374
 MK0374                          STATION DESCRIPTION
 MK0374
 MK0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0374'3.2 MI NW FROM HERMAN.
 MK0374'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE AT
 MK0374'HERMAN, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0374'2.15 MILE NORTHWEST AND NORTH ALONG A GRAVEL ROAD, 0.1 MILE
 MK0374'SOUTH OF A GRAVEL ROAD LEADING WEST, 123.0 FEET NORTH OF A
 MK0374'POINT IN LINE WITH THE CENTER OF A PRIVATE DRIVE-WAY LEADING
 MK0374'WEST TO A FARM HOUSE, 25.0 FEET EAST OF THE CENTER OF THE MAIN
 MK0374'ROAD, 5.5 FEET NORTHWEST OF THE MOST EASTERLY POLE AND 4.5 FEET
 MK0374'NORTHEAST OF THE MOST WESTERLY POLE OF A DOUBLE POLE TYPE OF
 MK0374'TELEPHONE LINE SUPPORT, 1.5 FOOT SOUTH OF A REFERENCE POST,
 MK0374'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING
 MK0374'0.1 FOOT.  NOTE-- USE WITH CAUTION.
 MK0374
 MK0374                          STATION RECOVERY (1965)
 MK0374
 MK0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0374'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0460 ***********************************************************************
 MK0460  DESIGNATION -  E 246
 MK0460  PID         -  MK0460
 MK0460  STATE/COUNTY-  NE/BURT
 MK0460  COUNTRY     -  US
 MK0460  USGS QUAD   -  TEKAMAH NW (2017)
 MK0460
 MK0460                         *CURRENT SURVEY CONTROL
 MK0460  ______________________________________________________________________
 MK0460* NAD 83(1986) POSITION- 41 59 51.     (N) 096 14 56.     (W)   SCALED
 MK0460* NAVD 88 ORTHO HEIGHT -   324.619 (meters)     1065.02  (feet) ADJUSTED
 MK0460  ______________________________________________________________________
 MK0460  GEOID HEIGHT    -        -26.632 (meters)                     GEOID18
 MK0460  DYNAMIC HEIGHT  -        324.504 (meters)     1064.64  (feet) COMP
 MK0460  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 MK0460
 MK0460  VERT ORDER      -  SECOND    CLASS 0
 MK0460
 MK0460.The horizontal coordinates were scaled from a map and have
 MK0460.an estimated accuracy of +/- 6 seconds.
 MK0460
 MK0460.The orthometric height was determined by differential leveling and
 MK0460.adjusted by the NATIONAL GEODETIC SURVEY
 MK0460.in June 1991.
 MK0460
 MK0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0460.GEOID18 height accuracy estimate available here.
 MK0460
 MK0460.Click photographs - Photos may exist for this station.
 MK0460
 MK0460.The dynamic height is computed by dividing the NAVD 88
 MK0460.geopotential number by the normal gravity value computed on the
 MK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0460.degrees latitude (g = 980.6199 gals.).
 MK0460
 MK0460.The modeled gravity was interpolated from observed gravity values.
 MK0460
 MK0460;                    North         East    Units  Estimated Accuracy
 MK0460;SPC NE       -   247,020.      810,600.      MT  (+/- 180 meters Scaled)
 MK0460
 MK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM278531(NAD 83)
 MK0460
 MK0460                          SUPERSEDED SURVEY CONTROL
 MK0460
 MK0460  NGVD 29 (??/??/92)  324.475  (m)         1064.55   (f) ADJ UNCH    2 0
 MK0460
 MK0460.Superseded values are not recommended for survey control.
 MK0460
 MK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0460.See file dsdata.pdf to determine how the superseded data were derived.
 MK0460
 MK0460_MARKER: DB = BENCH MARK DISK
 MK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0460_STAMPING: E 246 1947
 MK0460_MARK LOGO: CGS
 MK0460_PROJECTION: FLUSH
 MK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0460+STABILITY: SURFACE MOTION
 MK0460
 MK0460  HISTORY     - Date     Condition        Report By
 MK0460  HISTORY     - 1947     MONUMENTED       CGS
 MK0460  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0460
 MK0460                          STATION DESCRIPTION
 MK0460
 MK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0460'1 MI S FROM DECATUR.
 MK0460'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0460'DECATUR, AT THE EAGLETON AIR FIELD, 0.1 MILE WEST OF THE HIGHWAY,
 MK0460'101.5 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 MK0460'HANGAR, 3.4 FEET NORTH OF A 4-INCH IRON PIPE SUPPORT FOR THE WIND
 MK0460'SOCK, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0460'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 MK0460
 MK0460                          STATION RECOVERY (1965)
 MK0460
 MK0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0426 ***********************************************************************
 MK0426  DESIGNATION -  E 247
 MK0426  PID         -  MK0426
 MK0426  STATE/COUNTY-  NE/WASHINGTON
 MK0426  COUNTRY     -  US
 MK0426  USGS QUAD   -  ORUM (2017)
 MK0426
 MK0426                         *CURRENT SURVEY CONTROL
 MK0426  ______________________________________________________________________
 MK0426* NAD 83(1986) POSITION- 41 32 18.     (N) 096 17 32.     (W)   SCALED
 MK0426* NAVD 88 ORTHO HEIGHT -   400.839 (meters)     1315.09  (feet) ADJUSTED
 MK0426  ______________________________________________________________________
 MK0426  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 MK0426  DYNAMIC HEIGHT  -        400.657 (meters)     1314.49  (feet) COMP
 MK0426  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 MK0426
 MK0426  VERT ORDER      -  SECOND    CLASS 0
 MK0426
 MK0426.The horizontal coordinates were scaled from a map and have
 MK0426.an estimated accuracy of +/- 6 seconds.
 MK0426
 MK0426.The orthometric height was determined by differential leveling and
 MK0426.adjusted by the NATIONAL GEODETIC SURVEY
 MK0426.in June 1991.
 MK0426
 MK0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0426.GEOID18 height accuracy estimate available here.
 MK0426
 MK0426.Click photographs - Photos may exist for this station.
 MK0426
 MK0426.The dynamic height is computed by dividing the NAVD 88
 MK0426.geopotential number by the normal gravity value computed on the
 MK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0426.degrees latitude (g = 980.6199 gals.).
 MK0426
 MK0426.The modeled gravity was interpolated from observed gravity values.
 MK0426
 MK0426;                    North         East    Units  Estimated Accuracy
 MK0426;SPC NE       -   195,930.      809,200.      MT  (+/- 180 meters Scaled)
 MK0426
 MK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM258020(NAD 83)
 MK0426
 MK0426                          SUPERSEDED SURVEY CONTROL
 MK0426
 MK0426  NGVD 29 (??/??/92)  400.691  (m)         1314.60   (f) ADJ UNCH    2 0
 MK0426
 MK0426.Superseded values are not recommended for survey control.
 MK0426
 MK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0426.See file dsdata.pdf to determine how the superseded data were derived.
 MK0426
 MK0426_MARKER: DB = BENCH MARK DISK
 MK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0426_STAMPING: E 247 1947
 MK0426_MARK LOGO: CGS
 MK0426_PROJECTION: FLUSH
 MK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0426+STABILITY: SURFACE MOTION
 MK0426
 MK0426  HISTORY     - Date     Condition        Report By
 MK0426  HISTORY     - 1947     MONUMENTED       CGS
 MK0426
 MK0426                          STATION DESCRIPTION
 MK0426
 MK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0426'1.6 MI W FROM ORUM.
 MK0426'0.5 MILE SOUTH AND 1.1 MILE WEST ALONG STATE HIGHWAY NO. 91 FROM
 MK0426'THE SCHOOL AT ORUM, 0.1 MILE WEST OF THE JUNCTION OF A DIRT
 MK0426'ROAD LEADING NORTH, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 MK0426'SOUTH TO A LARGE TWO-STORY BRICK FARM HOUSE, 52.5 FEET SOUTHWEST
 MK0426'OF AND ACROSS THE PRIVATE ROAD FROM A GUY WIRE BRACED POWER
 MK0426'LINE POLE, 51.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 25.0
 MK0426'FEET WEST OF THE CENTER OF THE PRIVATE ROAD LEADING SOUTH, 16.5
 MK0426'FEET SOUTH OF A TELEPHONE POLE, 1.5 FOOT WEST OF A REFERENCE
 MK0426'POST, SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND
 MK0426'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0463 ***********************************************************************
 MK0463  DESIGNATION -  E 249
 MK0463  PID         -  MK0463
 MK0463  STATE/COUNTY-  NE/BURT
 MK0463  COUNTRY     -  US
 MK0463  USGS QUAD   -  LYONS (2017)
 MK0463
 MK0463                         *CURRENT SURVEY CONTROL
 MK0463  ______________________________________________________________________
 MK0463* NAD 83(1986) POSITION- 41 59 17.     (N) 096 24 18.     (W)   SCALED
 MK0463* NAVD 88 ORTHO HEIGHT -   385.494 (meters)     1264.74  (feet) ADJUSTED
 MK0463  ______________________________________________________________________
 MK0463  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 MK0463  DYNAMIC HEIGHT  -        385.356 (meters)     1264.29  (feet) COMP
 MK0463  MODELED GRAVITY -    980,251.2   (mgal)                       NAVD 88
 MK0463
 MK0463  VERT ORDER      -  SECOND    CLASS 0
 MK0463
 MK0463.The horizontal coordinates were scaled from a map and have
 MK0463.an estimated accuracy of +/- 6 seconds.
 MK0463
 MK0463.The orthometric height was determined by differential leveling and
 MK0463.adjusted by the NATIONAL GEODETIC SURVEY
 MK0463.in June 1991.
 MK0463
 MK0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0463.GEOID18 height accuracy estimate available here.
 MK0463
 MK0463.Click photographs - Photos may exist for this station.
 MK0463
 MK0463.The dynamic height is computed by dividing the NAVD 88
 MK0463.geopotential number by the normal gravity value computed on the
 MK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0463.degrees latitude (g = 980.6199 gals.).
 MK0463
 MK0463.The modeled gravity was interpolated from observed gravity values.
 MK0463
 MK0463;                    North         East    Units  Estimated Accuracy
 MK0463;SPC NE       -   245,420.      797,730.      MT  (+/- 180 meters Scaled)
 MK0463
 MK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM149517(NAD 83)
 MK0463
 MK0463                          SUPERSEDED SURVEY CONTROL
 MK0463
 MK0463  NGVD 29 (??/??/92)  385.345  (m)         1264.25   (f) ADJ UNCH    2 0
 MK0463
 MK0463.Superseded values are not recommended for survey control.
 MK0463
 MK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0463.See file dsdata.pdf to determine how the superseded data were derived.
 MK0463
 MK0463_MARKER: DB = BENCH MARK DISK
 MK0463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0463_SP_SET: CULVERT HEADWALL
 MK0463_STAMPING: E 249 1947
 MK0463_MARK LOGO: CGS
 MK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0463+STABILITY: SURFACE MOTION
 MK0463
 MK0463  HISTORY     - Date     Condition        Report By
 MK0463  HISTORY     - 1947     MONUMENTED       CGS
 MK0463
 MK0463                          STATION DESCRIPTION
 MK0463
 MK0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0463'6.5 MI NE FROM LYONS.
 MK0463'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION OF
 MK0463'U.S. HIGHWAY NO. 77 AT LYONS, THENCE NORTH 3.5 MILES ALONG A
 MK0463'GRAVEL ROAD, AT A GRAVEL CROSS ROAD, IN THE NORTH END OF THE
 MK0463'EAST HEADWALL OF A CONCRETE CULVERT, 20.3 FEET EAST OF THE CENTER
 MK0463'OF THE NORTH-SOUTH ROAD, 33.0 FEET SOUTH OF THE CENTER OF THE
 MK0463'EAST-WEST ROAD, ABOUT THE SAME LEVEL AS THE ROAD AND SET IN A DRILL
 MK0463'HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0732 ***********************************************************************
 LH0732  DESIGNATION -  E 25
 LH0732  PID         -  LH0732
 LH0732  STATE/COUNTY-  NE/FURNAS
 LH0732  COUNTRY     -  US
 LH0732  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0732
 LH0732                         *CURRENT SURVEY CONTROL
 LH0732  ______________________________________________________________________
 LH0732* NAD 83(1986) POSITION- 40 05 19.     (N) 099 53 31.     (W)   SCALED
 LH0732* NAVD 88 ORTHO HEIGHT -   716.013 (meters)     2349.12  (feet) ADJUSTED
 LH0732  ______________________________________________________________________
 LH0732  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 LH0732  DYNAMIC HEIGHT  -        715.555 (meters)     2347.62  (feet) COMP
 LH0732  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 LH0732
 LH0732  VERT ORDER      -  FIRST     CLASS II
 LH0732
 LH0732.The horizontal coordinates were scaled from a map and have
 LH0732.an estimated accuracy of +/- 6 seconds.
 LH0732
 LH0732.The orthometric height was determined by differential leveling and
 LH0732.adjusted by the NATIONAL GEODETIC SURVEY
 LH0732.in June 1991.
 LH0732
 LH0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0732.GEOID18 height accuracy estimate available here.
 LH0732
 LH0732.Click photographs - Photos may exist for this station.
 LH0732
 LH0732.The dynamic height is computed by dividing the NAVD 88
 LH0732.geopotential number by the normal gravity value computed on the
 LH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0732.degrees latitude (g = 980.6199 gals.).
 LH0732
 LH0732.The modeled gravity was interpolated from observed gravity values.
 LH0732
 LH0732;                    North         East    Units  Estimated Accuracy
 LH0732;SPC NE       -    28,350.      509,220.      MT  (+/- 180 meters Scaled)
 LH0732
 LH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239379(NAD 83)
 LH0732
 LH0732                          SUPERSEDED SURVEY CONTROL
 LH0732
 LH0732  NGVD 29 (??/??/92)  715.739  (m)         2348.22   (f) ADJ UNCH    1 2
 LH0732
 LH0732.Superseded values are not recommended for survey control.
 LH0732
 LH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0732.See file dsdata.pdf to determine how the superseded data were derived.
 LH0732
 LH0732_MARKER: DB = BENCH MARK DISK
 LH0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0732_STAMPING: E 25 1933
 LH0732_MARK LOGO: CGS
 LH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0732+STABILITY: SURFACE MOTION
 LH0732
 LH0732  HISTORY     - Date     Condition        Report By
 LH0732  HISTORY     - 1933     MONUMENTED       CGS
 LH0732  HISTORY     - 1941     GOOD             CGS
 LH0732
 LH0732                          STATION DESCRIPTION
 LH0732
 LH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0732'15 MI S FROM ARAPAHOE.
 LH0732'LOCATED 15 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION AT
 LH0732'ARAPAHOE, 49 FT. NORTH OF THE CENTER OF SECTION ROAD RUNNING
 LH0732'WEST, 33 FT. WEST OF CENTER OF HIGHWAY, 20 FT. NORTH OF
 LH0732'CORNER OF WIRE FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 LH0732'POST 6 IN HIGH.
 LH0732
 LH0732                          STATION RECOVERY (1941)
 LH0732
 LH0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0733 ***********************************************************************
 LH0733  DESIGNATION -  E 25 RESET
 LH0733  PID         -  LH0733
 LH0733  STATE/COUNTY-  NE/FURNAS
 LH0733  COUNTRY     -  US
 LH0733  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0733
 LH0733                         *CURRENT SURVEY CONTROL
 LH0733  ______________________________________________________________________
 LH0733* NAD 83(1986) POSITION- 40 05 19.10   (N) 099 53 30.90   (W)   HD_HELD1
 LH0733* NAVD 88 ORTHO HEIGHT -   714.942 (meters)     2345.61  (feet) ADJUSTED
 LH0733  ______________________________________________________________________
 LH0733  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 LH0733  DYNAMIC HEIGHT  -        714.485 (meters)     2344.11  (feet) COMP
 LH0733  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 LH0733
 LH0733  VERT ORDER      -  FIRST     CLASS II
 LH0733
 LH0733.The horizontal coordinates were determined by differentially corrected
 LH0733.hand held GPS observations or other comparable positioning techniques
 LH0733.and have an estimated accuracy of +/- 3 meters.
 LH0733
 LH0733.The orthometric height was determined by differential leveling and
 LH0733.adjusted by the NATIONAL GEODETIC SURVEY
 LH0733.in June 1991.
 LH0733
 LH0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0733.GEOID18 height accuracy estimate available here.
 LH0733
 LH0733.Click photographs - Photos may exist for this station.
 LH0733
 LH0733.The dynamic height is computed by dividing the NAVD 88
 LH0733.geopotential number by the normal gravity value computed on the
 LH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0733.degrees latitude (g = 980.6199 gals.).
 LH0733
 LH0733.The modeled gravity was interpolated from observed gravity values.
 LH0733
 LH0733;                    North         East    Units  Estimated Accuracy
 LH0733;SPC NE       -    28,353.9     509,217.3     MT  (+/- 3 meters HH1 GPS) 
 LH0733
 LH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2396437976(NAD 83)
 LH0733
 LH0733                          SUPERSEDED SURVEY CONTROL
 LH0733
 LH0733  NGVD 29 (??/??/??)  714.67   (m)         2344.7    (f) RESET       3  
 LH0733  NGVD 29 (02/14/92)  714.666  (m)         2344.70   (f) ADJUSTED    1 2
 LH0733
 LH0733.Superseded values are not recommended for survey control.
 LH0733
 LH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0733.See file dsdata.pdf to determine how the superseded data were derived.
 LH0733
 LH0733_MARKER: DB = BENCH MARK DISK
 LH0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0733_STAMPING: E 25 RESET 1959
 LH0733_MARK LOGO: CGS
 LH0733_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0733+STABILITY: SURFACE MOTION
 LH0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0733+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2020
 LH0733
 LH0733  HISTORY     - Date     Condition        Report By
 LH0733  HISTORY     - 1959     MONUMENTED       NEDR
 LH0733  HISTORY     - 1986     GOOD             NGS
 LH0733  HISTORY     - 20200207 GOOD             NEGS
 LH0733
 LH0733                          STATION DESCRIPTION
 LH0733
 LH0733'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LH0733'15 MI S FROM ARAPAHOE.
 LH0733'ABOUT 15 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0733'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 34 FEET
 LH0733'SOUTH OF THE CENTERLINE OF A SECTION ROAD LEADING EAST, 85 FEET
 LH0733'EAST OF THE CENTERLINE OF HIGHWAY AT STATION 156+75.
 LH0733
 LH0733                          STATION RECOVERY (1986)
 LH0733
 LH0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0733'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.4 KM (15.25
 LH0733'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0733'34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 LH0733'ROAD, 26.5 METERS (87 FT) EAST OF THE HIGHWAY CENTERLINE, 25.0 METERS
 LH0733'(82 FT) SOUTHEAST ACROSS THE ROAD FROM MILEPOST 6, 11.0 METERS (36 FT)
 LH0733'SOUTH OF THE CENTER OF THE ROAD, 0.7 METER (2.5 FT) EAST OF A FENCE
 LH0733'CORNER AND 0.3 METER (1 FT) SOUTH OF A FENCE.
 LH0733'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 LH0733'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 LH0733
 LH0733                          STATION RECOVERY (2020)
 LH0733
 LH0733'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LH0733'TO REACH FROM THE JUNCTION OF HIGHWAY 89 AND HIGHWAY 83, PROCEED SOUTH
 LH0733'ALONG HIGHWAY 283 APPROXIMATELY 3 MI (4.8 KM) TO THE POINT IN THE
 LH0733'SOUTHEAST CORNER OF THE INTERSECTION OF HIGHWAY 283 AND CR 708.
 LH0733'
 LH0733'IT IS 31 FT (9.4 M) SOUTH OF THE CENTERLINE OF ROAD 708, 83 FT (25.3
 LH0733'M) EAST OF THE CENTERLINE OF HIGHWAY 283, 5.8 FT (1.8 M) SOUTHEAST OF
 LH0733'A CHISELED CROSS IN THE TOP OF A ROW MARKER LEANING NORTH, 2.7 FT (0.8
 LH0733'M) EAST-SOUTHEAST OF THE NEAR FACE OF A CORNER FENCE POST AND 3.1 FT
 LH0733'(0.9 M) EAST OF FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0028 ***********************************************************************
 LH0028  DESIGNATION -  E 250
 LH0028  PID         -  LH0028
 LH0028  STATE/COUNTY-  NE/ADAMS
 LH0028  COUNTRY     -  US
 LH0028  USGS QUAD   -  HASTINGS EAST (2017)
 LH0028
 LH0028                         *CURRENT SURVEY CONTROL
 LH0028  ______________________________________________________________________
 LH0028* NAD 83(1986) POSITION- 40 37 27.     (N) 098 22 23.     (W)   SCALED
 LH0028* NAVD 88 ORTHO HEIGHT -   581.291 (meters)     1907.12  (feet) ADJUSTED
 LH0028  ______________________________________________________________________
 LH0028  GEOID HEIGHT    -        -25.280 (meters)                     GEOID18
 LH0028  DYNAMIC HEIGHT  -        580.969 (meters)     1906.06  (feet) COMP
 LH0028  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 LH0028
 LH0028  VERT ORDER      -  FIRST     CLASS II
 LH0028
 LH0028.The horizontal coordinates were scaled from a map and have
 LH0028.an estimated accuracy of +/- 6 seconds.
 LH0028
 LH0028.The orthometric height was determined by differential leveling and
 LH0028.adjusted by the NATIONAL GEODETIC SURVEY
 LH0028.in June 1991.
 LH0028
 LH0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0028.GEOID18 height accuracy estimate available here.
 LH0028
 LH0028.Click photographs - Photos may exist for this station.
 LH0028
 LH0028.The dynamic height is computed by dividing the NAVD 88
 LH0028.geopotential number by the normal gravity value computed on the
 LH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0028.degrees latitude (g = 980.6199 gals.).
 LH0028
 LH0028.The modeled gravity was interpolated from observed gravity values.
 LH0028
 LH0028;                    North         East    Units  Estimated Accuracy
 LH0028;SPC NE       -    89,100.      637,620.      MT  (+/- 180 meters Scaled)
 LH0028
 LH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK530972(NAD 83)
 LH0028
 LH0028                          SUPERSEDED SURVEY CONTROL
 LH0028
 LH0028  NGVD 29 (??/??/92)  581.059  (m)         1906.36   (f) ADJ UNCH    1 2
 LH0028
 LH0028.Superseded values are not recommended for survey control.
 LH0028
 LH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0028.See file dsdata.pdf to determine how the superseded data were derived.
 LH0028
 LH0028_MARKER: DB = BENCH MARK DISK
 LH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0028_STAMPING: E 250 1947
 LH0028_MARK LOGO: CGS
 LH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0028+STABILITY: SURFACE MOTION
 LH0028
 LH0028  HISTORY     - Date     Condition        Report By
 LH0028  HISTORY     - 1947     MONUMENTED       CGS
 LH0028  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0028  HISTORY     - 20010810 MARK NOT FOUND   NEDR
 LH0028
 LH0028                          STATION DESCRIPTION
 LH0028
 LH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0028'2.7 MI N FROM HASTINGS.
 LH0028'2.7 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0028'AT HASTINGS (AT THE NORTHEAST ANGLE OF SECOND STREET AND
 LH0028'MINNESOTA AVENUE) AND 1.1 MILES SOUTH OF BENCH MARK D 250, AT A
 LH0028'ROAD CROSSING, 576.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0028'150.7 FEET NORTHWEST OF THE SECOND POLE NORTH OF MILEPOST 230,
 LH0028'45.6 FEET WEST OF THE WEST RAIL AND LEVEL WITH IT, 4.3 FEET
 LH0028'SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE
 LH0028'TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0028
 LH0028                          STATION RECOVERY (1991)
 LH0028
 LH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0028'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LH0028
 LH0028                          STATION RECOVERY (2001)
 LH0028
 LH0028'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0028'MARK WAS NOTE FOUND.  NOTE--THIS AREA HAS A NEW CONCRETE STREET PUT IN
 LH0028'AND ALOT OF DIRT WAS REMOVED IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0190 ***********************************************************************
 LH0190  DESIGNATION -  E 251
 LH0190  PID         -  LH0190
 LH0190  STATE/COUNTY-  NE/NUCKOLLS
 LH0190  COUNTRY     -  US
 LH0190  USGS QUAD   -  SUPERIOR (2017)
 LH0190
 LH0190                         *CURRENT SURVEY CONTROL
 LH0190  ______________________________________________________________________
 LH0190* NAD 83(1986) POSITION- 40 00 15.     (N) 098 02 49.     (W)   SCALED
 LH0190* NAVD 88 ORTHO HEIGHT -   471.960 (meters)     1548.42  (feet) ADJUSTED
 LH0190  ______________________________________________________________________
 LH0190  GEOID HEIGHT    -        -26.129 (meters)                     GEOID18
 LH0190  DYNAMIC HEIGHT  -        471.685 (meters)     1547.52  (feet) COMP
 LH0190  MODELED GRAVITY -    980,027.3   (mgal)                       NAVD 88
 LH0190
 LH0190  VERT ORDER      -  FIRST     CLASS II
 LH0190
 LH0190.The horizontal coordinates were scaled from a map and have
 LH0190.an estimated accuracy of +/- 6 seconds.
 LH0190
 LH0190.The orthometric height was determined by differential leveling and
 LH0190.adjusted by the NATIONAL GEODETIC SURVEY
 LH0190.in June 1991.
 LH0190
 LH0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0190.GEOID18 height accuracy estimate available here.
 LH0190
 LH0190.Click photographs - Photos may exist for this station.
 LH0190
 LH0190.The dynamic height is computed by dividing the NAVD 88
 LH0190.geopotential number by the normal gravity value computed on the
 LH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0190.degrees latitude (g = 980.6199 gals.).
 LH0190
 LH0190.The modeled gravity was interpolated from observed gravity values.
 LH0190
 LH0190;                    North         East    Units  Estimated Accuracy
 LH0190;SPC NE       -    20,850.      666,750.      MT  (+/- 180 meters Scaled)
 LH0190
 LH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK813286(NAD 83)
 LH0190
 LH0190                          SUPERSEDED SURVEY CONTROL
 LH0190
 LH0190  NGVD 29 (??/??/92)  471.788  (m)         1547.86   (f) ADJ UNCH    1 2
 LH0190
 LH0190.Superseded values are not recommended for survey control.
 LH0190
 LH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0190.See file dsdata.pdf to determine how the superseded data were derived.
 LH0190
 LH0190_MARKER: DB = BENCH MARK DISK
 LH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0190_STAMPING: E 251 1947
 LH0190_MARK LOGO: CGS
 LH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0190+STABILITY: SURFACE MOTION
 LH0190
 LH0190  HISTORY     - Date     Condition        Report By
 LH0190  HISTORY     - 1947     MONUMENTED       CGS
 LH0190
 LH0190                          STATION DESCRIPTION
 LH0190
 LH0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0190'1.8 MI SE FROM SUPERIOR.
 LH0190'1.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LH0190'RAILROAD FROM THE STATION AT SUPERIOR, 83.4 FEET NORTHEAST OF
 LH0190'MILEPOST 152, 48.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0190'TRACK, 2.6 FEET SOUTHWEST OF A FENCE, ABOUT 5 POLES NORTHWEST
 LH0190'OF THE NEBRASKA-KANSAS STATE LINE, ALONG THE SOUTHWEST SIDE OF A
 LH0190'CULTIVATED FIELD, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET IN
 LH0190'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 LH0190'GROUND.  NOTE-- THIS BENCH MARK IS VERY LIKELY TO BE COVERED UP
 LH0190'IN THE FUTURE DUE TO THE FACT THAT IT IS SET IN THE RIVER BOTTOM
 LH0190'AND IN THE FLOOD AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0279 ***********************************************************************
 LH0279  DESIGNATION -  E 252
 LH0279  PID         -  LH0279
 LH0279  STATE/COUNTY-  NE/ADAMS
 LH0279  COUNTRY     -  US
 LH0279  USGS QUAD   -  AYR (2017)
 LH0279
 LH0279                         *CURRENT SURVEY CONTROL
 LH0279  ______________________________________________________________________
 LH0279* NAD 83(1986) POSITION- 40 25 54.24   (N) 098 26 23.54   (W)   HD_HELD1
 LH0279* NAVD 88 ORTHO HEIGHT -   561.587 (meters)     1842.47  (feet) ADJUSTED
 LH0279  ______________________________________________________________________
 LH0279  GEOID HEIGHT    -        -25.495 (meters)                     GEOID18
 LH0279  DYNAMIC HEIGHT  -        561.271 (meters)     1841.44  (feet) COMP
 LH0279  MODELED GRAVITY -    980,044.6   (mgal)                       NAVD 88
 LH0279
 LH0279  VERT ORDER      -  FIRST     CLASS II
 LH0279
 LH0279.The horizontal coordinates were determined by differentially corrected
 LH0279.hand held GPS observations or other comparable positioning techniques
 LH0279.and have an estimated accuracy of +/- 3 meters.
 LH0279
 LH0279.The orthometric height was determined by differential leveling and
 LH0279.adjusted by the NATIONAL GEODETIC SURVEY
 LH0279.in June 1991.
 LH0279
 LH0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0279.GEOID18 height accuracy estimate available here.
 LH0279
 LH0279.Click photographs - Photos may exist for this station.
 LH0279
 LH0279.The dynamic height is computed by dividing the NAVD 88
 LH0279.geopotential number by the normal gravity value computed on the
 LH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0279.degrees latitude (g = 980.6199 gals.).
 LH0279
 LH0279.The modeled gravity was interpolated from observed gravity values.
 LH0279
 LH0279;                    North         East    Units  Estimated Accuracy
 LH0279;SPC NE       -    67,635.3     632,353.2     MT  (+/- 3 meters HH1 GPS) 
 LH0279
 LH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4750975827(NAD 83)
 LH0279
 LH0279                          SUPERSEDED SURVEY CONTROL
 LH0279
 LH0279  NGVD 29 (??/??/92)  561.366  (m)         1841.75   (f) ADJ UNCH    1 2
 LH0279
 LH0279.Superseded values are not recommended for survey control.
 LH0279
 LH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0279.See file dsdata.pdf to determine how the superseded data were derived.
 LH0279
 LH0279_MARKER: DB = BENCH MARK DISK
 LH0279_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0279+WITH SETTING: PAVEMENT
 LH0279_SP_SET: WATER TANK LEG BASE
 LH0279_STAMPING: E 252 1947
 LH0279_MARK LOGO: CGS
 LH0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0279+STABILITY: SURFACE MOTION
 LH0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0279+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2020
 LH0279
 LH0279  HISTORY     - Date     Condition        Report By
 LH0279  HISTORY     - 1947     MONUMENTED       CGS
 LH0279  HISTORY     - 19980715 GOOD             NEDR
 LH0279  HISTORY     - 20191212 GOOD             NEGS
 LH0279  HISTORY     - 20200206 GOOD             NEGS
 LH0279
 LH0279                          STATION DESCRIPTION
 LH0279
 LH0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0279'0.4 MI S FROM AYR.
 LH0279'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0279'FROM THE STATION AT AYR, IN THE TOP OF THE NORTH CORNER OF THE
 LH0279'NORTHEAST CONCRETE BASE OF THE WATER TOWER, ABOUT 250.0 FEET
 LH0279'NORTH OF A BRICK AND CONCRETE PUMPING STATION, 60.0 FEET EAST OF
 LH0279'THE EAST SIDE OF THE RESERVOIR AND 1.0 FOOT ABOVE THE GROUND.
 LH0279
 LH0279                          STATION RECOVERY (1998)
 LH0279
 LH0279'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH0279'RECOVERED IN GOOD CONDITION, IN AYR, 0.38 MI (0.61 KM) SOUTH ALONG 3RD
 LH0279'STREET FROM ITS JUNCTION WITH LINCOLN AVENUE, ON THE WEST SIDE OF THE
 LH0279'STREET AND SET INTO A DRILLED HOLE IN A CONCRETE BASE THAT HAD BEEN
 LH0279'FOR THE LEG OF A WATER TANK THAT IS NO LONGER THERE.  IT IS 58.0 M
 LH0279'(190.3 FT) SOUTH OF A DRIVEWAY LEADING WEST, 18.77 M (61.58 FT)
 LH0279'NORTHEAST OF THE TOP, CENTER, OF AN IRRIGATION PUMP, 7.0 M (23.0 FT)
 LH0279'WEST FROM THE CENTERLINE OF A CURVE IN 3RD STREET AND 0.43 M (1.41 FT)
 LH0279'NORTH OF A WITNESS POST, IN SEC4, T5N, R10W.
 LH0279
 LH0279                          STATION RECOVERY (2019)
 LH0279
 LH0279'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (BO)
 LH0279'RECOVERED IN GOOD CONDITION.
 LH0279
 LH0279                          STATION RECOVERY (2020)
 LH0279
 LH0279'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LH0279'TO REACH FROM THE INTERSECTION OF N-74 (LINCOLN AVE) AND THIRD STREET
 LH0279'IN AYR, GO SOUTH ON THIRD STREET APPROXIMATELY 0.38 MI (0.61 KM) TO
 LH0279'THE BENCH MARK ON THE RIGHT (WEST) SIDE OF THE STREET IN A CONCRETE
 LH0279'BASE FOR A WATER TANK.  THE WATER TANK HAS BEEN REMOVED.
 LH0279'
 LH0279'THE MARK IS 1.41 FEET NORTH OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0762 ***********************************************************************
 MJ0762  DESIGNATION -  E 253
 MJ0762  PID         -  MJ0762
 MJ0762  STATE/COUNTY-  NE/DOUGLAS
 MJ0762  COUNTRY     -  US
 MJ0762  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0762
 MJ0762                         *CURRENT SURVEY CONTROL
 MJ0762  ______________________________________________________________________
 MJ0762* NAD 83(1986) POSITION- 41 20 54.     (N) 095 57 38.     (W)   SCALED
 MJ0762* NAVD 88 ORTHO HEIGHT -   302.167 (meters)      991.36  (feet) ADJUSTED
 MJ0762  ______________________________________________________________________
 MJ0762  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 MJ0762  DYNAMIC HEIGHT  -        302.036 (meters)      990.93  (feet) COMP
 MJ0762  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 MJ0762
 MJ0762  VERT ORDER      -  SECOND    CLASS 0
 MJ0762
 MJ0762.The horizontal coordinates were scaled from a map and have
 MJ0762.an estimated accuracy of +/- 6 seconds.
 MJ0762
 MJ0762.The orthometric height was determined by differential leveling and
 MJ0762.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0762.in June 1991.
 MJ0762
 MJ0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0762.GEOID18 height accuracy estimate available here.
 MJ0762
 MJ0762.Click photographs - Photos may exist for this station.
 MJ0762
 MJ0762.The dynamic height is computed by dividing the NAVD 88
 MJ0762.geopotential number by the normal gravity value computed on the
 MJ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0762.degrees latitude (g = 980.6199 gals.).
 MJ0762
 MJ0762.The modeled gravity was interpolated from observed gravity values.
 MJ0762
 MJ0762;                    North         East    Units  Estimated Accuracy
 MJ0762;SPC NE       -   176,100.      837,830.      MT  (+/- 180 meters Scaled)
 MJ0762
 MJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523816(NAD 83)
 MJ0762
 MJ0762                          SUPERSEDED SURVEY CONTROL
 MJ0762
 MJ0762  NGVD 29 (??/??/92)  302.035  (m)          990.93   (f) ADJ UNCH    2 0
 MJ0762
 MJ0762.Superseded values are not recommended for survey control.
 MJ0762
 MJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0762.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0762
 MJ0762_MARKER: DB = BENCH MARK DISK
 MJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0762_STAMPING: E 253 1947
 MJ0762_MARK LOGO: CGS
 MJ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0762+STABILITY: SURFACE MOTION
 MJ0762
 MJ0762  HISTORY     - Date     Condition        Report By
 MJ0762  HISTORY     - 1947     MONUMENTED       CGS
 MJ0762  HISTORY     - 1955     MARK NOT FOUND   CGS
 MJ0762  HISTORY     - 1976     GOOD             LOCSUR
 MJ0762  HISTORY     - 19890606 GOOD             NGS
 MJ0762
 MJ0762                          STATION DESCRIPTION
 MJ0762
 MJ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0762'6.9 MI N FROM OMAHA.
 MJ0762'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0762'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0762'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCK NORTH OF
 MJ0762'FARNAM STREET), THENCE 2.0 MILES NORTH ALONG JOHN J. PERSHING
 MJ0762'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE MARK.  THE
 MJ0762'MARK IS ON THE WEST SIDE OF THE FLORENCE BOAT YARD, ABOUT 0.2
 MJ0762'OF A MILE NORTH OF A RAILWAY CROSSING, 36 FEET NORTHEAST OF AND
 MJ0762'3 FEET LOWER THAN THE CENTER LINE OF THE ROAD, SET BETWEEN
 MJ0762'TWO 30-INCH COTTONWOOD TREES, 15.2 FEET SOUTHEAST OF ONE TREE
 MJ0762'AND 12 FEET NORTH OF THE OTHER TREE, 3 FEET SOUTHEAST OF A 4 X 4
 MJ0762'MARKER POST, AND 1 FOOT SOUTHWEST OF A STEEL FENCE.  A BRONZE
 MJ0762'DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES
 MJ0762'ABOVE THE SURFACE OF THE GROUND.
 MJ0762
 MJ0762                          STATION RECOVERY (1955)
 MJ0762
 MJ0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MJ0762'MARK NOT FOUND.
 MJ0762
 MJ0762                          STATION RECOVERY (1976)
 MJ0762
 MJ0762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0762'RECOVERED IN GOOD CONDITION.
 MJ0762
 MJ0762                          STATION RECOVERY (1989)
 MJ0762
 MJ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 MJ0762'IT IS LOCATED IN THE FLORENCE AREA OF OMAHA, ABOUT 0.40 KM (0.25 MI)
 MJ0762'NORTH FROM THE WEST END OF THE INTERSTATE HIGHWAY 680 BRIDGES OVER THE
 MJ0762'MISSOURI RIVER, ABOUT 0.16 KM (0.10 MI) WEST FROM THE WEST BANK OF THE
 MJ0762'RIVER, ON THE EAST RIGHT-OF-WAY OF JOHN PERSHING DRIVE AND IN THE
 MJ0762'NE1/4, SEC21, T16N, R13E. TO REACH FROM WHERE INTERSTATE HIGHWAY 680
 MJ0762'CROSSES OVER JOHN PERSHING DRIVE, GO NORTH ON JOHN PERSHING DRIVE FOR
 MJ0762'0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT, BEWTEEN TWO 60-INCH
 MJ0762'DIAMETER COTTONWOOD TREES. THE MARK IS 10.97 M (35.99 FT) EAST FROM
 MJ0762'THE CENTERLINE OF THE STREET, 4.57 M (14.99 FT) SOUTH FROM THE NORTH
 MJ0762'TREE, 3.66 M (12.01 FT) NORTH FROM THE SOUTH TREE, 0.24 M (0.79 FT)
 MJ0762'WEST FROM A CHAINLINK FENCE AND 2 WITNESS POSTS AND IS RECESSED 0.15 M
 MJ0762'(0.49 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0679 ***********************************************************************
 MJ0679  DESIGNATION -  E 254
 MJ0679  PID         -  MJ0679
 MJ0679  STATE/COUNTY-  NE/DOUGLAS
 MJ0679  COUNTRY     -  US
 MJ0679  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0679
 MJ0679                         *CURRENT SURVEY CONTROL
 MJ0679  ______________________________________________________________________
 MJ0679* NAD 83(1986) POSITION- 41 16 34.     (N) 095 59 32.     (W)   SCALED
 MJ0679* NAVD 88 ORTHO HEIGHT -   360.665 (meters)     1183.28  (feet) ADJUSTED
 MJ0679  ______________________________________________________________________
 MJ0679  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 MJ0679  DYNAMIC HEIGHT  -        360.511 (meters)     1182.78  (feet) COMP
 MJ0679  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 MJ0679
 MJ0679  VERT ORDER      -  FIRST     CLASS II
 MJ0679
 MJ0679.The horizontal coordinates were scaled from a map and have
 MJ0679.an estimated accuracy of +/- 6 seconds.
 MJ0679
 MJ0679.The orthometric height was determined by differential leveling and
 MJ0679.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0679.in June 1991.
 MJ0679
 MJ0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0679.GEOID18 height accuracy estimate available here.
 MJ0679
 MJ0679.Click photographs - Photos may exist for this station.
 MJ0679
 MJ0679.The dynamic height is computed by dividing the NAVD 88
 MJ0679.geopotential number by the normal gravity value computed on the
 MJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0679.degrees latitude (g = 980.6199 gals.).
 MJ0679
 MJ0679.The modeled gravity was interpolated from observed gravity values.
 MJ0679
 MJ0679;                    North         East    Units  Estimated Accuracy
 MJ0679;SPC NE       -   167,960.      835,550.      MT  (+/- 180 meters Scaled)
 MJ0679
 MJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF493737(NAD 83)
 MJ0679
 MJ0679                          SUPERSEDED SURVEY CONTROL
 MJ0679
 MJ0679  NGVD 29 (??/??/92)  360.540  (m)         1182.87   (f) ADJ UNCH    1 2
 MJ0679
 MJ0679.Superseded values are not recommended for survey control.
 MJ0679
 MJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0679.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0679
 MJ0679_MARKER: DB = BENCH MARK DISK
 MJ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0679_STAMPING: E 254 1947
 MJ0679_MARK LOGO: CGS
 MJ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0679+STABILITY: SURFACE MOTION
 MJ0679
 MJ0679  HISTORY     - Date     Condition        Report By
 MJ0679  HISTORY     - 1947     MONUMENTED       CGS
 MJ0679  HISTORY     - 1976     GOOD             LOCSUR
 MJ0679
 MJ0679                          STATION DESCRIPTION
 MJ0679
 MJ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0679'AT OMAHA.
 MJ0679'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH
 MJ0679'51ST STREET AND DECATUR STREET AND AT THE NORTHWEST CORNER OF
 MJ0679'A PARK, 155.7 FEET SOUTHWEST OF THE CENTER OF AN IRON MAN HOLE
 MJ0679'COVER WHICH IS AT THE APPROXIMATE CENTER OF THE INTERSECTION
 MJ0679'OF DECATUR STREET AND COUNTRY CLUB AVENUE, 66.1 FEET SOUTH OF
 MJ0679'THE SOUTH EDGE OF THE SOUTH CURB OF DECATUR STREET, 13.9 FEET
 MJ0679'EAST OF THE EAST EDGE OF THE EAST CURB OF NORTH 51ST STREET,
 MJ0679'5.4 FEET EAST OF THE EAST EDGE OF THE CONCRETE WALK ALONG THE
 MJ0679'EAST SIDE OF NORTH 51ST STREET, 5.0 FEET NORTH OF THE JUNCTION
 MJ0679'OF TWO LINES MADE ON TOP OF A 1-FOOT SQUARE CONCRETE REFERENCE
 MJ0679'BLOCK WHICH IS MARKED U S B M 5 AND IS ABOUT FLUSH WITH THE
 MJ0679'TOP OF THE GROUND, SET IN A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0679
 MJ0679                          STATION RECOVERY (1976)
 MJ0679
 MJ0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0807 ***********************************************************************
 MJ0807  DESIGNATION -  E 255
 MJ0807  PID         -  MJ0807
 MJ0807  STATE/COUNTY-  NE/DOUGLAS
 MJ0807  COUNTRY     -  US
 MJ0807  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0807
 MJ0807                         *CURRENT SURVEY CONTROL
 MJ0807  ______________________________________________________________________
 MJ0807* NAD 83(1986) POSITION- 41 12 45.36   (N) 095 58 10.70   (W)   HD_HELD1
 MJ0807* NAVD 88 ORTHO HEIGHT -   356.208 (meters)     1168.66  (feet) ADJUSTED
 MJ0807  ______________________________________________________________________
 MJ0807  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 MJ0807  DYNAMIC HEIGHT  -        356.059 (meters)     1168.17  (feet) COMP
 MJ0807  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 MJ0807
 MJ0807  VERT ORDER      -  FIRST     CLASS II
 MJ0807
 MJ0807.The horizontal coordinates were determined by differentially corrected
 MJ0807.hand held GPS observations or other comparable positioning techniques
 MJ0807.and have an estimated accuracy of +/- 3 meters.
 MJ0807
 MJ0807.The orthometric height was determined by differential leveling and
 MJ0807.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0807.in June 1991.
 MJ0807
 MJ0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0807.GEOID18 height accuracy estimate available here.
 MJ0807
 MJ0807.Click photographs - Photos may exist for this station.
 MJ0807
 MJ0807.The dynamic height is computed by dividing the NAVD 88
 MJ0807.geopotential number by the normal gravity value computed on the
 MJ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0807.degrees latitude (g = 980.6199 gals.).
 MJ0807
 MJ0807.The modeled gravity was interpolated from observed gravity values.
 MJ0807
 MJ0807;                    North         East    Units  Estimated Accuracy
 MJ0807;SPC NE       -   161,008.1     837,769.9     MT  (+/- 3 meters HH1 GPS) 
 MJ0807
 MJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5103866610(NAD 83)
 MJ0807
 MJ0807                          SUPERSEDED SURVEY CONTROL
 MJ0807
 MJ0807  NGVD 29 (??/??/92)  356.087  (m)         1168.26   (f) ADJ UNCH    1 2
 MJ0807
 MJ0807.Superseded values are not recommended for survey control.
 MJ0807
 MJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0807.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0807
 MJ0807_MARKER: DB = BENCH MARK DISK
 MJ0807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0807_SP_SET: OVERPASS PIER
 MJ0807_STAMPING: E 255 1947
 MJ0807_MARK LOGO: CGS
 MJ0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0807+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2021
 MJ0807
 MJ0807  HISTORY     - Date     Condition        Report By
 MJ0807  HISTORY     - 1947     MONUMENTED       CGS
 MJ0807  HISTORY     - 1976     POOR             LOCSUR
 MJ0807  HISTORY     - 20110307 GOOD             INDIV
 MJ0807  HISTORY     - 20210723 GOOD             BASE9
 MJ0807
 MJ0807                          STATION DESCRIPTION
 MJ0807
 MJ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0807'AT OMAHA.
 MJ0807'AT OMAHA, AT THE L STREET VIADUCT OVER THE CHICAGO, BURLINGTON
 MJ0807'AND QUINCY RAILWAY, IN THE NORTH FACE OF THE SECOND UPRIGHT
 MJ0807'SUPPORT FROM THE WEST END OF THE VIADUCT, SET VERTICALLY
 MJ0807'APPROXIMATELY 4.0 FEET ABOVE THE GROUND.
 MJ0807
 MJ0807                          STATION RECOVERY (1976)
 MJ0807
 MJ0807'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0807'MARK RECOVERED IN POOR CONDITION.
 MJ0807
 MJ0807                          STATION RECOVERY (2011)
 MJ0807
 MJ0807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0807'RECOVERED IN GOOD CONDITION.
 MJ0807
 MJ0807                          STATION RECOVERY (2021)
 MJ0807
 MJ0807'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2021 (DRD)
 MJ0807'THE MARK IS APPROXIMATELY 30 M (98.4 FT) SOUTHEAST FROM THE
 MJ0807'INTERSECTION OF SEVENTH STREET AND 38TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1026 ***********************************************************************
 LF1026  DESIGNATION -  E 256
 LF1026  PID         -  LF1026
 LF1026  STATE/COUNTY-  NE/CASS
 LF1026  COUNTRY     -  US
 LF1026  USGS QUAD   -  ROCK BLUFF (2017)
 LF1026
 LF1026                         *CURRENT SURVEY CONTROL
 LF1026  ______________________________________________________________________
 LF1026* NAD 83(1986) POSITION- 40 58 05.     (N) 095 52 22.     (W)   SCALED
 LF1026* NAVD 88 ORTHO HEIGHT -   337.791 (meters)     1108.24  (feet) ADJUSTED
 LF1026  ______________________________________________________________________
 LF1026  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 LF1026  DYNAMIC HEIGHT  -        337.647 (meters)     1107.76  (feet) COMP
 LF1026  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 LF1026
 LF1026  VERT ORDER      -  SECOND    CLASS 0
 LF1026
 LF1026.The horizontal coordinates were scaled from a map and have
 LF1026.an estimated accuracy of +/- 6 seconds.
 LF1026
 LF1026.The orthometric height was determined by differential leveling and
 LF1026.adjusted by the NATIONAL GEODETIC SURVEY
 LF1026.in June 1991.
 LF1026
 LF1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1026.GEOID18 height accuracy estimate available here.
 LF1026
 LF1026.Click photographs - Photos may exist for this station.
 LF1026
 LF1026.The dynamic height is computed by dividing the NAVD 88
 LF1026.geopotential number by the normal gravity value computed on the
 LF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1026.degrees latitude (g = 980.6199 gals.).
 LF1026
 LF1026.The modeled gravity was interpolated from observed gravity values.
 LF1026
 LF1026;                    North         East    Units  Estimated Accuracy
 LF1026;SPC NE       -   134,270.      847,180.      MT  (+/- 180 meters Scaled)
 LF1026
 LF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582391(NAD 83)
 LF1026
 LF1026                          SUPERSEDED SURVEY CONTROL
 LF1026
 LF1026  NGVD 29 (??/??/92)  337.690  (m)         1107.90   (f) ADJ UNCH    2 0
 LF1026
 LF1026.Superseded values are not recommended for survey control.
 LF1026
 LF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1026.See file dsdata.pdf to determine how the superseded data were derived.
 LF1026
 LF1026_MARKER: DB = BENCH MARK DISK
 LF1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1026_STAMPING: E 256 1947
 LF1026_MARK LOGO: CGS
 LF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1026+STABILITY: SURFACE MOTION
 LF1026
 LF1026  HISTORY     - Date     Condition        Report By
 LF1026  HISTORY     - 1947     MONUMENTED       CGS
 LF1026  HISTORY     - 1950     GOOD             CGS
 LF1026
 LF1026                          STATION DESCRIPTION
 LF1026
 LF1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1026'3.4 MI S FROM PLATTSMOUTH.
 LF1026'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1026'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE SOUTH
 LF1026'ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A GRADED
 LF1026'DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED DIRT
 LF1026'ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.4
 LF1026'MILE SOUTH ALONG A GRAVELED ROAD, 54.0 FEET SOUTH OF THE CENTER
 LF1026'LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE ON THE EAST SIDE
 LF1026'OF THE ROAD, 46.5 FEET NORTHWEST OF A 20 INCH BOXELDER TREE
 LF1026'AT THE WEST END OF A ROW OF BOXELDER TREES, 38.0 FEET EAST OF
 LF1026'AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 5.1 FEET
 LF1026'NORTH OF A POWER POLE WITH A TRANSFORMER, 2.0 FEET SOUTH OF A
 LF1026'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LF1026'1 INCH ABOVE THE GROUND.
 LF1026
 LF1026                          STATION RECOVERY (1950)
 LF1026
 LF1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LF1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1050 ***********************************************************************
 LF1050  DESIGNATION -  E 257
 LF1050  PID         -  LF1050
 LF1050  STATE/COUNTY-  NE/OTOE
 LF1050  COUNTRY     -  US
 LF1050  USGS QUAD   -  NEHAWKA (2017)
 LF1050
 LF1050                         *CURRENT SURVEY CONTROL
 LF1050  ______________________________________________________________________
 LF1050* NAD 83(1986) POSITION- 40 46 23.     (N) 095 53 34.     (W)   SCALED
 LF1050* NAVD 88 ORTHO HEIGHT -   330.803 (meters)     1085.31  (feet) ADJUSTED
 LF1050  ______________________________________________________________________
 LF1050  GEOID HEIGHT    -        -28.594 (meters)                     GEOID18
 LF1050  DYNAMIC HEIGHT  -        330.637 (meters)     1084.76  (feet) COMP
 LF1050  MODELED GRAVITY -    980,112.8   (mgal)                       NAVD 88
 LF1050
 LF1050  VERT ORDER      -  SECOND    CLASS 0
 LF1050
 LF1050.The horizontal coordinates were scaled from a map and have
 LF1050.an estimated accuracy of +/- 6 seconds.
 LF1050
 LF1050.The orthometric height was determined by differential leveling and
 LF1050.adjusted by the NATIONAL GEODETIC SURVEY
 LF1050.in June 1991.
 LF1050
 LF1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1050.GEOID18 height accuracy estimate available here.
 LF1050
 LF1050.Click photographs - Photos may exist for this station.
 LF1050
 LF1050.The dynamic height is computed by dividing the NAVD 88
 LF1050.geopotential number by the normal gravity value computed on the
 LF1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1050.degrees latitude (g = 980.6199 gals.).
 LF1050
 LF1050.The modeled gravity was interpolated from observed gravity values.
 LF1050
 LF1050;                    North         East    Units  Estimated Accuracy
 LF1050;SPC NE       -   112,570.      846,520.      MT  (+/- 180 meters Scaled)
 LF1050
 LF1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558175(NAD 83)
 LF1050
 LF1050                          SUPERSEDED SURVEY CONTROL
 LF1050
 LF1050  NGVD 29 (??/??/92)  330.692  (m)         1084.95   (f) ADJ UNCH    2 0
 LF1050
 LF1050.Superseded values are not recommended for survey control.
 LF1050
 LF1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1050.See file dsdata.pdf to determine how the superseded data were derived.
 LF1050
 LF1050_MARKER: DB = BENCH MARK DISK
 LF1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1050_STAMPING: E 257 1947
 LF1050_MARK LOGO: CGS
 LF1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1050+STABILITY: SURFACE MOTION
 LF1050
 LF1050  HISTORY     - Date     Condition        Report By
 LF1050  HISTORY     - 1947     MONUMENTED       CGS
 LF1050
 LF1050                          STATION DESCRIPTION
 LF1050
 LF1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1050'4.5 MI SE FROM UNION.
 LF1050'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1050'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1050'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1050'0.8 MILE SOUTH ALONG A GRAVELED ROAD, 64.0 FEET SOUTH OF A
 LF1050'TELEPHONE POLE, 23.0 FEET NORTH OF A FENCE CORNER AND THE NORTH
 LF1050'END OF A WIRE GATE AT AN ENTRANCE TO A PASTURE, 22.0 FEET WEST
 LF1050'OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH
 LF1050'OF A 4 X 4 MARKER POST, 1.0 FOOT EAST OF A FENCE, ON TOP OF A
 LF1050'HILL, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES
 LF1050'ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1062 ***********************************************************************
 LF1062  DESIGNATION -  E 258
 LF1062  PID         -  LF1062
 LF1062  STATE/COUNTY-  NE/OTOE
 LF1062  COUNTRY     -  US
 LF1062  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1062
 LF1062                         *CURRENT SURVEY CONTROL
 LF1062  ______________________________________________________________________
 LF1062* NAD 83(1986) POSITION- 40 41 34.     (N) 095 52 08.     (W)   SCALED
 LF1062* NAVD 88 ORTHO HEIGHT -   314.209 (meters)     1030.87  (feet) ADJUSTED
 LF1062  ______________________________________________________________________
 LF1062  GEOID HEIGHT    -        -29.089 (meters)                     GEOID18
 LF1062  DYNAMIC HEIGHT  -        314.044 (meters)     1030.33  (feet) COMP
 LF1062  MODELED GRAVITY -    980,094.6   (mgal)                       NAVD 88
 LF1062
 LF1062  VERT ORDER      -  SECOND    CLASS 0
 LF1062
 LF1062.The horizontal coordinates were scaled from a map and have
 LF1062.an estimated accuracy of +/- 6 seconds.
 LF1062
 LF1062.The orthometric height was determined by differential leveling and
 LF1062.adjusted by the NATIONAL GEODETIC SURVEY
 LF1062.in June 1991.
 LF1062
 LF1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1062.GEOID18 height accuracy estimate available here.
 LF1062
 LF1062.Click photographs - Photos may exist for this station.
 LF1062
 LF1062.The dynamic height is computed by dividing the NAVD 88
 LF1062.geopotential number by the normal gravity value computed on the
 LF1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1062.degrees latitude (g = 980.6199 gals.).
 LF1062
 LF1062.The modeled gravity was interpolated from observed gravity values.
 LF1062
 LF1062;                    North         East    Units  Estimated Accuracy
 LF1062;SPC NE       -   103,760.      848,960.      MT  (+/- 180 meters Scaled)
 LF1062
 LF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575086(NAD 83)
 LF1062
 LF1062                          SUPERSEDED SURVEY CONTROL
 LF1062
 LF1062  NGVD 29 (??/??/92)  314.097  (m)         1030.50   (f) ADJ UNCH    2 0
 LF1062
 LF1062.Superseded values are not recommended for survey control.
 LF1062
 LF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1062.See file dsdata.pdf to determine how the superseded data were derived.
 LF1062
 LF1062_MARKER: DB = BENCH MARK DISK
 LF1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1062_STAMPING: E 258 1947
 LF1062_MARK LOGO: CGS
 LF1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1062+STABILITY: SURFACE MOTION
 LF1062
 LF1062  HISTORY     - Date     Condition        Report By
 LF1062  HISTORY     - 1947     MONUMENTED       CGS
 LF1062  HISTORY     - 1961     GOOD             CGS
 LF1062  HISTORY     - 20090709 MARK NOT FOUND   INDIV
 LF1062  HISTORY     - 20150730 MARK NOT FOUND   GEOCAC
 LF1062
 LF1062                          STATION DESCRIPTION
 LF1062
 LF1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1062'1.8 MI N FROM NEBRASKA CITY.
 LF1062'0.9 MILE NORTH ALONG TENTH STREET FROM THE COURTHOUSE AT NEBRASKA
 LF1062'CITY, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 LF1062'NORTH ALONG A GRAVELED ROAD, 109.0 FEET SOUTH OF THE CENTER
 LF1062'LINE OF THE DRIVEWAY AT THE WEST ENTRANCE TO ST. MARYS CEMETERY,
 LF1062'36.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 20.9 FEET
 LF1062'NORTHEAST OF A POWER POLE, 2.0 FEET SOUTH OF A REFERENCE POST,
 LF1062'1.5 FEET WEST OF A FENCE, ON LINE WITH THE CENTER LINE OF A PAVED
 LF1062'DRIVE IN THE SOUTH PORTION OF THE CEMETERY, SET IN THE TOP OF A
 LF1062'CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LF1062
 LF1062                          STATION RECOVERY (1961)
 LF1062
 LF1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1062'RECOVERED IN GOOD CONDITION.
 LF1062
 LF1062                          STATION RECOVERY (2009)
 LF1062
 LF1062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CDB)
 LF1062'MARK NOT FOUND.
 LF1062
 LF1062                          STATION RECOVERY (2015)
 LF1062
 LF1062'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LF1062'NOT FOUND AFTER A VISUAL SEARCH AND PROBING THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0410 ***********************************************************************
 MK0410  DESIGNATION -  E 259
 MK0410  PID         -  MK0410
 MK0410  STATE/COUNTY-  NE/WASHINGTON
 MK0410  COUNTRY     -  US
 MK0410  USGS QUAD   -  NICKERSON NE (2017)
 MK0410
 MK0410                         *CURRENT SURVEY CONTROL
 MK0410  ______________________________________________________________________
 MK0410* NAD 83(1986) POSITION- 41 37 31.     (N) 096 18 34.     (W)   SCALED
 MK0410* NAVD 88 ORTHO HEIGHT -   359.428 (meters)     1179.22  (feet) ADJUSTED
 MK0410  ______________________________________________________________________
 MK0410  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 MK0410  DYNAMIC HEIGHT  -        359.271 (meters)     1178.71  (feet) COMP
 MK0410  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 MK0410
 MK0410  VERT ORDER      -  SECOND    CLASS 0
 MK0410
 MK0410.The horizontal coordinates were scaled from a map and have
 MK0410.an estimated accuracy of +/- 6 seconds.
 MK0410
 MK0410.The orthometric height was determined by differential leveling and
 MK0410.adjusted by the NATIONAL GEODETIC SURVEY
 MK0410.in June 1991.
 MK0410
 MK0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0410.GEOID18 height accuracy estimate available here.
 MK0410
 MK0410.Click photographs - Photos may exist for this station.
 MK0410
 MK0410.The dynamic height is computed by dividing the NAVD 88
 MK0410.geopotential number by the normal gravity value computed on the
 MK0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0410.degrees latitude (g = 980.6199 gals.).
 MK0410
 MK0410.The modeled gravity was interpolated from observed gravity values.
 MK0410
 MK0410;                    North         East    Units  Estimated Accuracy
 MK0410;SPC NE       -   205,510.      807,360.      MT  (+/- 180 meters Scaled)
 MK0410
 MK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM241116(NAD 83)
 MK0410
 MK0410                          SUPERSEDED SURVEY CONTROL
 MK0410
 MK0410  NGVD 29 (??/??/92)  359.280  (m)         1178.74   (f) ADJ UNCH    2 0
 MK0410
 MK0410.Superseded values are not recommended for survey control.
 MK0410
 MK0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0410.See file dsdata.pdf to determine how the superseded data were derived.
 MK0410
 MK0410_MARKER: DB = BENCH MARK DISK
 MK0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0410_SP_SET: BRIDGE
 MK0410_STAMPING: E 259 1947
 MK0410_MARK LOGO: CGS
 MK0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0410
 MK0410  HISTORY     - Date     Condition        Report By
 MK0410  HISTORY     - 1947     MONUMENTED       CGS
 MK0410
 MK0410                          STATION DESCRIPTION
 MK0410
 MK0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0410'1.2 MI N FROM SPIKER.
 MK0410'1.2 MILE NORTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0410'SPIKER, 0.05 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING
 MK0410'EAST, AT THE NORTH END OF A STEEL BRIDGE OVER YORK CREEK, 12.5
 MK0410'FEET WEST OF THE CENTER OF THE HIGHWAY, SET IN THE TOP OF AND
 MK0410'1.2 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST END OF
 MK0410'THE NORTHWEST CONCRETE WING WALL OF THE BRIDGE, ABOUT THE SAME
 MK0410'ELEVATION AS THE FLOOR OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0071 ***********************************************************************
 LJ0071  DESIGNATION -  E 26
 LJ0071  PID         -  LJ0071
 LJ0071  STATE/COUNTY-  NE/HITCHCOCK
 LJ0071  COUNTRY     -  US
 LJ0071  USGS QUAD   -  CULBERTSON (2017)
 LJ0071
 LJ0071                         *CURRENT SURVEY CONTROL
 LJ0071  ______________________________________________________________________
 LJ0071* NAD 83(1986) POSITION- 40 13 35.57   (N) 100 49 43.46   (W)   HD_HELD1
 LJ0071* NAVD 88 ORTHO HEIGHT -   784.115 (meters)     2572.55  (feet) ADJUSTED
 LJ0071  ______________________________________________________________________
 LJ0071  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 LJ0071  DYNAMIC HEIGHT  -        783.593 (meters)     2570.84  (feet) COMP
 LJ0071  MODELED GRAVITY -    979,934.0   (mgal)                       NAVD 88
 LJ0071
 LJ0071  VERT ORDER      -  FIRST     CLASS II
 LJ0071
 LJ0071.The horizontal coordinates were determined by differentially corrected
 LJ0071.hand held GPS observations or other comparable positioning techniques
 LJ0071.and have an estimated accuracy of +/- 3 meters.
 LJ0071
 LJ0071.The orthometric height was determined by differential leveling and
 LJ0071.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0071.in June 1991.
 LJ0071
 LJ0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0071.GEOID18 height accuracy estimate available here.
 LJ0071
 LJ0071.Click photographs - Photos may exist for this station.
 LJ0071
 LJ0071.The dynamic height is computed by dividing the NAVD 88
 LJ0071.geopotential number by the normal gravity value computed on the
 LJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0071.degrees latitude (g = 980.6199 gals.).
 LJ0071
 LJ0071.The modeled gravity was interpolated from observed gravity values.
 LJ0071
 LJ0071;                    North         East    Units  Estimated Accuracy
 LJ0071;SPC NE       -    43,998.1     429,473.0     MT  (+/- 3 meters HH1 GPS) 
 LJ0071
 LJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK4441254506(NAD 83)
 LJ0071
 LJ0071                          SUPERSEDED SURVEY CONTROL
 LJ0071
 LJ0071  NGVD 29 (??/??/92)  783.801  (m)         2571.52   (f) ADJ UNCH    1 2
 LJ0071
 LJ0071.Superseded values are not recommended for survey control.
 LJ0071
 LJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0071.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0071
 LJ0071_MARKER: DB = BENCH MARK DISK
 LJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0071_STAMPING: 2571.563 E 26 1933
 LJ0071_MARK LOGO: CGS
 LJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0071+STABILITY: SURFACE MOTION
 LJ0071
 LJ0071  HISTORY     - Date     Condition        Report By
 LJ0071  HISTORY     - 1933     MONUMENTED       CGS
 LJ0071  HISTORY     - 1943     GOOD             CGS
 LJ0071  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0071
 LJ0071                          STATION DESCRIPTION
 LJ0071
 LJ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LJ0071'AT CULBERTSON.
 LJ0071'AT CULBERTSON, HITCHCOCK COUNTY, 75 FEET WEST OF THE CHICAGO,
 LJ0071'BURLINGTON AND QUINCY RAILROAD STATION, AT THE WEST SIDE OF THE
 LJ0071'PARK, 28.2 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SIDE TRACK,
 LJ0071'AND 23 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 LJ0071'STANDARD DISK, STAMPED 2571.563 E 26 1933 AND SET IN THE TOP
 LJ0071'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THE
 LJ0071'MARK IS LOCATED IN THE CENTER OF A GARDEN AND LAWN.
 LJ0071
 LJ0071                          STATION RECOVERY (1999)
 LJ0071
 LJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0071'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0726 ***********************************************************************
 LF0726  DESIGNATION -  E 260
 LF0726  PID         -  LF0726
 LF0726  STATE/COUNTY-  NE/NEMAHA
 LF0726  COUNTRY     -  US
 LF0726  USGS QUAD   -  PERU (2017)
 LF0726
 LF0726                         *CURRENT SURVEY CONTROL
 LF0726  ______________________________________________________________________
 LF0726* NAD 83(1986) POSITION- 40 23 51.     (N) 095 40 22.     (W)   SCALED
 LF0726* NAVD 88 ORTHO HEIGHT -   325.626 (meters)     1068.32  (feet) ADJUSTED
 LF0726  ______________________________________________________________________
 LF0726  GEOID HEIGHT    -        -30.011 (meters)                     GEOID18
 LF0726  DYNAMIC HEIGHT  -        325.453 (meters)     1067.76  (feet) COMP
 LF0726  MODELED GRAVITY -    980,085.9   (mgal)                       NAVD 88
 LF0726
 LF0726  VERT ORDER      -  SECOND    CLASS 0
 LF0726
 LF0726.The horizontal coordinates were scaled from a map and have
 LF0726.an estimated accuracy of +/- 6 seconds.
 LF0726
 LF0726.The orthometric height was determined by differential leveling and
 LF0726.adjusted by the NATIONAL GEODETIC SURVEY
 LF0726.in June 1991.
 LF0726
 LF0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0726.GEOID18 height accuracy estimate available here.
 LF0726
 LF0726.Click photographs - Photos may exist for this station.
 LF0726
 LF0726.The dynamic height is computed by dividing the NAVD 88
 LF0726.geopotential number by the normal gravity value computed on the
 LF0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0726.degrees latitude (g = 980.6199 gals.).
 LF0726
 LF0726.The modeled gravity was interpolated from observed gravity values.
 LF0726
 LF0726;                    North         East    Units  Estimated Accuracy
 LF0726;SPC NE       -    71,830.      867,160.      MT  (+/- 180 meters Scaled)
 LF0726
 LF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE731753(NAD 83)
 LF0726
 LF0726                          SUPERSEDED SURVEY CONTROL
 LF0726
 LF0726  NGVD 29 (??/??/92)  325.548  (m)         1068.07   (f) ADJ UNCH    2 0
 LF0726
 LF0726.Superseded values are not recommended for survey control.
 LF0726
 LF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0726.See file dsdata.pdf to determine how the superseded data were derived.
 LF0726
 LF0726_MARKER: DB = BENCH MARK DISK
 LF0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0726_STAMPING: E 260 1947
 LF0726_MARK LOGO: CGS
 LF0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0726+STABILITY: SURFACE MOTION
 LF0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0726+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2010
 LF0726
 LF0726  HISTORY     - Date     Condition        Report By
 LF0726  HISTORY     - 1947     MONUMENTED       CGS
 LF0726  HISTORY     - 1974     GOOD             NGS
 LF0726  HISTORY     - 20070423 GOOD             INDIV
 LF0726  HISTORY     - 20100317 GOOD             NEGS
 LF0726
 LF0726                          STATION DESCRIPTION
 LF0726
 LF0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0726'1 MI W FROM BROWNVILLE.
 LF0726'1.0 MILE WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST END
 LF0726'OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE
 LF0726'TOP OF A HILL AND AT THE WEST END OF A SHORT DEEP CUT, 0.1 MILE
 LF0726'EAST OF THE EAST END OF A LONG CURVE, 32.5 FEET SOUTH OF THE
 LF0726'CENTER OF THE HIGHWAY, 17.0 FEET WEST OF THE CENTER OF A PRIVATE
 LF0726'DRIVE-WAY LEADING SOUTH TO A FARM HOUSE, 15.0 FEET SOUTHEAST
 LF0726'OF TELEPHONE POLE NO. 6, 9.5 FEET SOUTHWEST OF A FENCE CORNER
 LF0726'POST, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 LF0726'POST ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 LF0726
 LF0726                          STATION RECOVERY (1974)
 LF0726
 LF0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0726'RECOVERED IN GOOD CONDITION.
 LF0726
 LF0726                          STATION RECOVERY (2007)
 LF0726
 LF0726'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LF0726'MARK LIES 2' SOUTH OF FENCE ALONG OLD US HIGHWAY 136, 5' WEST OF
 LF0726'BROWNVILLE SIGN
 LF0726
 LF0726                          STATION RECOVERY (2010)
 LF0726
 LF0726'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0945 ***********************************************************************
 NM0945  DESIGNATION -  E 261
 NM0945  PID         -  NM0945
 NM0945  STATE/COUNTY-  NE/DIXON
 NM0945  COUNTRY     -  US
 NM0945  USGS QUAD   -  PONCA (2017)
 NM0945
 NM0945                         *CURRENT SURVEY CONTROL
 NM0945  ______________________________________________________________________
 NM0945* NAD 83(1986) POSITION- 42 33 37.     (N) 096 39 28.     (W)   SCALED
 NM0945* NAVD 88 ORTHO HEIGHT -   341.181 (meters)     1119.36  (feet) ADJUSTED
 NM0945  ______________________________________________________________________
 NM0945  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 NM0945  DYNAMIC HEIGHT  -        341.074 (meters)     1119.01  (feet) COMP
 NM0945  MODELED GRAVITY -    980,297.8   (mgal)                       NAVD 88
 NM0945
 NM0945  VERT ORDER      -  SECOND    CLASS 0
 NM0945
 NM0945.The horizontal coordinates were scaled from a map and have
 NM0945.an estimated accuracy of +/- 6 seconds.
 NM0945
 NM0945.The orthometric height was determined by differential leveling and
 NM0945.adjusted by the NATIONAL GEODETIC SURVEY
 NM0945.in June 1991.
 NM0945
 NM0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0945.GEOID18 height accuracy estimate available here.
 NM0945
 NM0945.Click photographs - Photos may exist for this station.
 NM0945
 NM0945.The dynamic height is computed by dividing the NAVD 88
 NM0945.geopotential number by the normal gravity value computed on the
 NM0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0945.degrees latitude (g = 980.6199 gals.).
 NM0945
 NM0945.The modeled gravity was interpolated from observed gravity values.
 NM0945
 NM0945;                    North         East    Units  Estimated Accuracy
 NM0945;SPC NE       -   308,080.      774,350.      MT  (+/- 180 meters Scaled)
 NM0945
 NM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN922146(NAD 83)
 NM0945
 NM0945                          SUPERSEDED SURVEY CONTROL
 NM0945
 NM0945  NGVD 29 (??/??/92)  341.006  (m)         1118.78   (f) ADJ UNCH    2 0
 NM0945
 NM0945.Superseded values are not recommended for survey control.
 NM0945
 NM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0945.See file dsdata.pdf to determine how the superseded data were derived.
 NM0945
 NM0945_MARKER: DB = BENCH MARK DISK
 NM0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0945_STAMPING: E 261 1948
 NM0945_MARK LOGO: CGS
 NM0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0945+STABILITY: SURFACE MOTION
 NM0945
 NM0945  HISTORY     - Date     Condition        Report By
 NM0945  HISTORY     - 1948     MONUMENTED       CGS
 NM0945
 NM0945                          STATION DESCRIPTION
 NM0945
 NM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0945'3 MI E FROM PONCA.
 NM0945'0.05 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0945'CORNER OF THE CITY PARK AT PONCA, THENCE 0.05 MILE EAST ALONG A
 NM0945'PAVED STREET, THENCE 2.5 MILES EASTERLY ALONG A DIRT ROAD, THENCE
 NM0945'0.4 MILE NORTH ALONG A DIRT ROAD, AT A T ROAD, 239.0 FEET EAST
 NM0945'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16.0 FEET SOUTH OF THE
 NM0945'CENTER LINE OF THE ROAD LEADING EAST TO THE MISSOURI RIVER, 12.4
 NM0945'FEET EAST OF A 30-INCH ELM TREE, 1.3 FEET NORTH OF A FENCE,
 NM0945'1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0945'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0869 ***********************************************************************
 NM0869  DESIGNATION -  E 262
 NM0869  PID         -  NM0869
 NM0869  STATE/COUNTY-  NE/DAKOTA
 NM0869  COUNTRY     -  US
 NM0869  USGS QUAD   -  JACKSON (2017)
 NM0869
 NM0869                         *CURRENT SURVEY CONTROL
 NM0869  ______________________________________________________________________
 NM0869* NAD 83(1986) POSITION- 42 29 47.     (N) 096 35 02.     (W)   SCALED
 NM0869* NAVD 88 ORTHO HEIGHT -   339.162 (meters)     1112.73  (feet) ADJUSTED
 NM0869  ______________________________________________________________________
 NM0869  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 NM0869  DYNAMIC HEIGHT  -        339.054 (meters)     1112.38  (feet) COMP
 NM0869  MODELED GRAVITY -    980,294.0   (mgal)                       NAVD 88
 NM0869
 NM0869  VERT ORDER      -  SECOND    CLASS 0
 NM0869
 NM0869.The horizontal coordinates were scaled from a map and have
 NM0869.an estimated accuracy of +/- 6 seconds.
 NM0869
 NM0869.The orthometric height was determined by differential leveling and
 NM0869.adjusted by the NATIONAL GEODETIC SURVEY
 NM0869.in June 1991.
 NM0869
 NM0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0869.GEOID18 height accuracy estimate available here.
 NM0869
 NM0869.Click photographs - Photos may exist for this station.
 NM0869
 NM0869.The dynamic height is computed by dividing the NAVD 88
 NM0869.geopotential number by the normal gravity value computed on the
 NM0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0869.degrees latitude (g = 980.6199 gals.).
 NM0869
 NM0869.The modeled gravity was interpolated from observed gravity values.
 NM0869
 NM0869;                    North         East    Units  Estimated Accuracy
 NM0869;SPC NE       -   301,230.      780,690.      MT  (+/- 180 meters Scaled)
 NM0869
 NM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN985077(NAD 83)
 NM0869
 NM0869                          SUPERSEDED SURVEY CONTROL
 NM0869
 NM0869  NGVD 29 (??/??/92)  338.991  (m)         1112.17   (f) ADJ UNCH    2 0
 NM0869
 NM0869.Superseded values are not recommended for survey control.
 NM0869
 NM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0869.See file dsdata.pdf to determine how the superseded data were derived.
 NM0869
 NM0869_MARKER: DB = BENCH MARK DISK
 NM0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0869_STAMPING: E 262 1948
 NM0869_MARK LOGO: CGS
 NM0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0869+STABILITY: SURFACE MOTION
 NM0869
 NM0869  HISTORY     - Date     Condition        Report By
 NM0869  HISTORY     - 1948     MONUMENTED       CGS
 NM0869  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0869
 NM0869                          STATION DESCRIPTION
 NM0869
 NM0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0869'4.5 MI N FROM JACKSON.
 NM0869'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE
 NM0869'AT JACKSON, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 NM0869'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT
 NM0869'ROAD, AT A FARMHOUSE, 34.0 FEET NORTH OF THE CENTER LINE OF A
 NM0869'PRIVATE ROAD, 22.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0869'ROAD, 23.0 FEET NORTH OF A NORTH GATE POST, 1.2 FEET WEST OF A
 NM0869'FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0869'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0869
 NM0869                          STATION RECOVERY (1963)
 NM0869
 NM0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0869'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1011 ***********************************************************************
 LF1011  DESIGNATION -  E 263
 LF1011  PID         -  LF1011
 LF1011  STATE/COUNTY-  NE/NEMAHA
 LF1011  COUNTRY     -  US
 LF1011  USGS QUAD   -  HAMBURG (2018)
 LF1011
 LF1011                         *CURRENT SURVEY CONTROL
 LF1011  ______________________________________________________________________
 LF1011* NAD 83(1986) POSITION- 40 30 59.     (N) 095 40 42.     (W)   SCALED
 LF1011* NAVD 88 ORTHO HEIGHT -   275.306 (meters)      903.23  (feet) ADJUSTED
 LF1011  ______________________________________________________________________
 LF1011  GEOID HEIGHT    -        -30.008 (meters)                     GEOID18
 LF1011  DYNAMIC HEIGHT  -        275.160 (meters)      902.75  (feet) COMP
 LF1011  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 LF1011
 LF1011  VERT ORDER      -  SECOND    CLASS 0
 LF1011
 LF1011.The horizontal coordinates were scaled from a map and have
 LF1011.an estimated accuracy of +/- 6 seconds.
 LF1011
 LF1011.The orthometric height was determined by differential leveling and
 LF1011.adjusted by the NATIONAL GEODETIC SURVEY
 LF1011.in June 1991.
 LF1011
 LF1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1011.GEOID18 height accuracy estimate available here.
 LF1011
 LF1011.Click photographs - Photos may exist for this station.
 LF1011
 LF1011.The dynamic height is computed by dividing the NAVD 88
 LF1011.geopotential number by the normal gravity value computed on the
 LF1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1011.degrees latitude (g = 980.6199 gals.).
 LF1011
 LF1011.The modeled gravity was interpolated from observed gravity values.
 LF1011
 LF1011;                    North         East    Units  Estimated Accuracy
 LF1011;SPC NE       -    84,990.      866,030.      MT  (+/- 180 meters Scaled)
 LF1011
 LF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE730885(NAD 83)
 LF1011
 LF1011                          SUPERSEDED SURVEY CONTROL
 LF1011
 LF1011  NGVD 29 (??/??/92)  275.209  (m)          902.91   (f) ADJ UNCH    2 0
 LF1011
 LF1011.Superseded values are not recommended for survey control.
 LF1011
 LF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1011.See file dsdata.pdf to determine how the superseded data were derived.
 LF1011
 LF1011_MARKER: DB = BENCH MARK DISK
 LF1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1011_STAMPING: E 263 1948
 LF1011_MARK LOGO: CGS
 LF1011_PROJECTION: FLUSH
 LF1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1011+STABILITY: SURFACE MOTION
 LF1011
 LF1011  HISTORY     - Date     Condition        Report By
 LF1011  HISTORY     - 1948     MONUMENTED       CGS
 LF1011  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF1011
 LF1011                          STATION DESCRIPTION
 LF1011
 LF1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1011'7.7 MI W FROM WATSON.
 LF1011'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1011'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1011'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1011'A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 155.0 FEET
 LF1011'NORTH OF THE CENTER LINE OF A DIKE ROAD, 14.0 FEET EAST OF THE
 LF1011'CENTER LINE OF THE NORTH-SOUTH ROAD, 5.0 FEET NORTH OF A 20-INCH
 LF1011'ELM TREE, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1.2 NORTH
 LF1011'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1011'WHICH IS FLUSH WITH THE GROUND.  NOTE-- THIS AREA WAS HIT BY
 LF1011'THE 1952 FLOOD AND A NEW LEVEE HAS BEEN BUILT.  THE MARK IS
 LF1011'PROBABLY DESTROYED.
 LF1011
 LF1011                          STATION RECOVERY (1966)
 LF1011
 LF1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF1011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0610 ***********************************************************************
 LF0610  DESIGNATION -  E 266
 LF0610  PID         -  LF0610
 LF0610  STATE/COUNTY-  NE/RICHARDSON
 LF0610  COUNTRY     -  US
 LF0610  USGS QUAD   -  VERDON (2017)
 LF0610
 LF0610                         *CURRENT SURVEY CONTROL
 LF0610  ______________________________________________________________________
 LF0610* NAD 83(1986) POSITION- 40 13 59.     (N) 095 39 21.     (W)   SCALED
 LF0610* NAVD 88 ORTHO HEIGHT -   323.367 (meters)     1060.91  (feet) ADJUSTED
 LF0610  ______________________________________________________________________
 LF0610  GEOID HEIGHT    -        -30.192 (meters)                     GEOID18
 LF0610  DYNAMIC HEIGHT  -        323.188 (meters)     1060.33  (feet) COMP
 LF0610  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LF0610
 LF0610  VERT ORDER      -  SECOND    CLASS 0
 LF0610
 LF0610.The horizontal coordinates were scaled from a map and have
 LF0610.an estimated accuracy of +/- 6 seconds.
 LF0610
 LF0610.The orthometric height was determined by differential leveling and
 LF0610.adjusted by the NATIONAL GEODETIC SURVEY
 LF0610.in June 1991.
 LF0610
 LF0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0610.GEOID18 height accuracy estimate available here.
 LF0610
 LF0610.Click photographs - Photos may exist for this station.
 LF0610
 LF0610.The dynamic height is computed by dividing the NAVD 88
 LF0610.geopotential number by the normal gravity value computed on the
 LF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0610.degrees latitude (g = 980.6199 gals.).
 LF0610
 LF0610.The modeled gravity was interpolated from observed gravity values.
 LF0610
 LF0610;                    North         East    Units  Estimated Accuracy
 LF0610;SPC NE       -    53,670.      869,510.      MT  (+/- 180 meters Scaled)
 LF0610
 LF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE740570(NAD 83)
 LF0610
 LF0610                          SUPERSEDED SURVEY CONTROL
 LF0610
 LF0610  NGVD 29 (??/??/92)  323.291  (m)         1060.66   (f) ADJ UNCH    2 0
 LF0610
 LF0610.Superseded values are not recommended for survey control.
 LF0610
 LF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0610.See file dsdata.pdf to determine how the superseded data were derived.
 LF0610
 LF0610_MARKER: DB = BENCH MARK DISK
 LF0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0610_SP_SET: BOX CULVERT HEADWALL
 LF0610_STAMPING: E 266 1947
 LF0610_MARK LOGO: CGS
 LF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0610+STABILITY: SURFACE MOTION
 LF0610
 LF0610  HISTORY     - Date     Condition        Report By
 LF0610  HISTORY     - 1947     MONUMENTED       CGS
 LF0610  HISTORY     - 1980     GOOD             LOCSUR
 LF0610  HISTORY     - 20080916 MARK NOT FOUND   INDIV
 LF0610
 LF0610                          STATION DESCRIPTION
 LF0610
 LF0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0610'1.8 MI E FROM SHUBERT.
 LF0610'0.4 MILE SOUTH ALONG MAIN STREET AND 1.45 MILE EAST ALONG STATE
 LF0610'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, 0.15 MILE WEST OF A
 LF0610'NORTH-SOUTH CROSS ROAD, 16.0 FEET SOUTH OF THE CENTER OF THE
 LF0610'HIGHWAY, SET IN TOP OF AND 1.5 FOOT WEST OF THE EAST END OF THE
 LF0610'SOUTH HEAD WALL OF A 4X4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY
 LF0610'AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 LF0610
 LF0610                          STATION RECOVERY (1980)
 LF0610
 LF0610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0610'RECOVERED IN GOOD CONDITION.
 LF0610
 LF0610                          STATION RECOVERY (2008)
 LF0610
 LF0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0610'THE BOX CULVERT IN WHICH THE MARK WAS INSTALLED WAS REPLACED BY THE
 LF0610'COUNTY IN 1997 WITH A LARGER BOX CULVERT.  THE ORIGINAL HEADWALLS WERE
 LF0610'REMOVED AND THE MARK WAS DESTROYED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0636 ***********************************************************************
 LF0636  DESIGNATION -  E 267
 LF0636  PID         -  LF0636
 LF0636  STATE/COUNTY-  NE/RICHARDSON
 LF0636  COUNTRY     -  US
 LF0636  USGS QUAD   -  FALLS CITY (2017)
 LF0636
 LF0636                         *CURRENT SURVEY CONTROL
 LF0636  ______________________________________________________________________
 LF0636* NAD 83(1986) POSITION- 40 03 27.     (N) 095 31 13.     (W)   SCALED
 LF0636* NAVD 88 ORTHO HEIGHT -   267.369 (meters)      877.19  (feet) ADJUSTED
 LF0636  ______________________________________________________________________
 LF0636  GEOID HEIGHT    -        -30.599 (meters)                     GEOID18
 LF0636  DYNAMIC HEIGHT  -        267.220 (meters)      876.70  (feet) COMP
 LF0636  MODELED GRAVITY -    980,060.3   (mgal)                       NAVD 88
 LF0636
 LF0636  VERT ORDER      -  SECOND    CLASS 0
 LF0636
 LF0636.The horizontal coordinates were scaled from a map and have
 LF0636.an estimated accuracy of +/- 6 seconds.
 LF0636
 LF0636.The orthometric height was determined by differential leveling and
 LF0636.adjusted by the NATIONAL GEODETIC SURVEY
 LF0636.in June 1991.
 LF0636
 LF0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0636.GEOID18 height accuracy estimate available here.
 LF0636
 LF0636.Click photographs - Photos may exist for this station.
 LF0636
 LF0636.The dynamic height is computed by dividing the NAVD 88
 LF0636.geopotential number by the normal gravity value computed on the
 LF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0636.degrees latitude (g = 980.6199 gals.).
 LF0636
 LF0636.The modeled gravity was interpolated from observed gravity values.
 LF0636
 LF0636;                    North         East    Units  Estimated Accuracy
 LF0636;SPC NE       -    34,790.      882,040.      MT  (+/- 180 meters Scaled)
 LF0636
 LF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE850371(NAD 83)
 LF0636
 LF0636                          SUPERSEDED SURVEY CONTROL
 LF0636
 LF0636  NGVD 29 (??/??/92)  267.301  (m)          876.97   (f) ADJ UNCH    2 0
 LF0636
 LF0636.Superseded values are not recommended for survey control.
 LF0636
 LF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0636.See file dsdata.pdf to determine how the superseded data were derived.
 LF0636
 LF0636_MARKER: DB = BENCH MARK DISK
 LF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0636_STAMPING: E 267 1947
 LF0636_MARK LOGO: CGS
 LF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0636+STABILITY: SURFACE MOTION
 LF0636
 LF0636  HISTORY     - Date     Condition        Report By
 LF0636  HISTORY     - 1947     MONUMENTED       CGS
 LF0636  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0636
 LF0636                          STATION DESCRIPTION
 LF0636
 LF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0636'1.4 MI N FROM PRESTON.
 LF0636'1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0636'AND QUINCY RAILROAD STATION AT PRESTON, IN THE SOUTHWEST ANGLE
 LF0636'OF THE CROSSING OF U.S. HIGHWAY NO. 159 AND A NORTH-SOUTH GRAVEL
 LF0636'ROAD, 60.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 46.0 FEET
 LF0636'WEST OF THE CENTER OF THE GRAVEL ROAD, 7.3 FEET SOUTHEAST OF THE
 LF0636'SOUTHEAST SIDE OF A 4-FOOT DOUBLE TRUNK MAPLE TREE, 6.0 FEET
 LF0636'NORTH OF THE NORTH SIDE OF A 2 1/2-FOOT ELM TREE, 5.5 FEET WEST
 LF0636'OF A 15-INCH ELM TREE, 1.5 FOOT WEST OF A REFERENCE POST,
 LF0636'SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE HIGHWAY AND THE
 LF0636'ROAD AND PROJECTING 0.1 FOOT.
 LF0636
 LF0636                          STATION RECOVERY (1964)
 LF0636
 LF0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0636'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0478 ***********************************************************************
 LF0478  DESIGNATION -  E 268
 LF0478  PID         -  LF0478
 LF0478  STATE/COUNTY-  NE/RICHARDSON
 LF0478  COUNTRY     -  US
 LF0478  USGS QUAD   -  RULO (2017)
 LF0478
 LF0478                         *CURRENT SURVEY CONTROL
 LF0478  ______________________________________________________________________
 LF0478* NAD 83(1986) POSITION- 40 03 57.     (N) 095 26 41.     (W)   SCALED
 LF0478* NAVD 88 ORTHO HEIGHT -   301.818 (meters)      990.21  (feet) ADJUSTED
 LF0478  ______________________________________________________________________
 LF0478  GEOID HEIGHT    -        -30.714 (meters)                     GEOID18
 LF0478  DYNAMIC HEIGHT  -        301.652 (meters)      989.67  (feet) COMP
 LF0478  MODELED GRAVITY -    980,067.4   (mgal)                       NAVD 88
 LF0478
 LF0478  VERT ORDER      -  SECOND    CLASS 0
 LF0478
 LF0478.The horizontal coordinates were scaled from a map and have
 LF0478.an estimated accuracy of +/- 6 seconds.
 LF0478
 LF0478.The orthometric height was determined by differential leveling and
 LF0478.adjusted by the NATIONAL GEODETIC SURVEY
 LF0478.in June 1991.
 LF0478
 LF0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0478.GEOID18 height accuracy estimate available here.
 LF0478
 LF0478.Click photographs - Photos may exist for this station.
 LF0478
 LF0478.The dynamic height is computed by dividing the NAVD 88
 LF0478.geopotential number by the normal gravity value computed on the
 LF0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0478.degrees latitude (g = 980.6199 gals.).
 LF0478
 LF0478.The modeled gravity was interpolated from observed gravity values.
 LF0478
 LF0478;                    North         East    Units  Estimated Accuracy
 LF0478;SPC NE       -    36,050.      888,430.      MT  (+/- 180 meters Scaled)
 LF0478
 LF0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915379(NAD 83)
 LF0478
 LF0478                          SUPERSEDED SURVEY CONTROL
 LF0478
 LF0478  NGVD 29 (??/??/92)  301.753  (m)          990.00   (f) ADJ UNCH    2 0
 LF0478
 LF0478.Superseded values are not recommended for survey control.
 LF0478
 LF0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0478.See file dsdata.pdf to determine how the superseded data were derived.
 LF0478
 LF0478_MARKER: DB = BENCH MARK DISK
 LF0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0478_STAMPING: E 268 1947
 LF0478_MARK LOGO: CGS
 LF0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0478+STABILITY: SURFACE MOTION
 LF0478
 LF0478  HISTORY     - Date     Condition        Report By
 LF0478  HISTORY     - 1947     MONUMENTED       CGS
 LF0478  HISTORY     - 20061028 MARK NOT FOUND   GEOCAC
 LF0478
 LF0478                          STATION DESCRIPTION
 LF0478
 LF0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0478'2.2 MI NW FROM RULO.
 LF0478'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY RAILROAD
 LF0478'FROM THE STATION AT RULO, THENCE 1.1 MILE NORTH ALONG A GRAVEL
 LF0478'AND DIRT ROAD, 0.55 MILE NORTH OF THE CROSSING OF U.S. HIGHWAY
 LF0478'NO. 159, IN THE FRONT YARD OF A FARM HOUSE, 47.0 FEET EAST OF
 LF0478'THE CENTER OF THE MAIN ROAD, 35.0 FEET NORTH OF THE CENTER OF A
 LF0478'PRIVATE DRIVE-WAY LEADING EAST TO A FARM HOUSE, 26.0 FEET
 LF0478'SOUTHWEST OF THE SOUTHWEST SIDE OF A 3-FOOT SYCAMORE TREE,
 LF0478'8.0 FEET SOUTH OF THE CENTER OF THE STEEL GATE ENTRANCE IN THE
 LF0478'WEST YARD FENCE, 2.0 FEET NORTH OF A REFERENCE POST, 0.4 FOOT
 LF0478'WEST OF THE WEST FENCE OF THE YARD, SET IN A CONCRETE POST ABOUT
 LF0478'3 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
 LF0478
 LF0478                          STATION RECOVERY (2006)
 LF0478
 LF0478'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0478'THE FARM HOUSE, SYCAMORE TREE, FENCE, FENCE GATE, AND WITNESS POST
 LF0478'HAVE BEEN REMOVED. THE MEASUREMENT FROM THE CENTER OF THE ROAD PLACES
 LF0478'THE MARK WITHIN A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0666 ***********************************************************************
 LF0666  DESIGNATION -  E 269
 LF0666  PID         -  LF0666
 LF0666  STATE/COUNTY-  NE/NEMAHA
 LF0666  COUNTRY     -  US
 LF0666  USGS QUAD   -  PERU (2017)
 LF0666
 LF0666                         *CURRENT SURVEY CONTROL
 LF0666  ______________________________________________________________________
 LF0666* NAD 83(1986) POSITION- 40 28 29.     (N) 095 44 04.     (W)   SCALED
 LF0666* NAVD 88 ORTHO HEIGHT -   335.375 (meters)     1100.31  (feet) ADJUSTED
 LF0666  ______________________________________________________________________
 LF0666  GEOID HEIGHT    -        -29.844 (meters)                     GEOID18
 LF0666  DYNAMIC HEIGHT  -        335.198 (meters)     1099.73  (feet) COMP
 LF0666  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 LF0666
 LF0666  VERT ORDER      -  SECOND    CLASS 0
 LF0666
 LF0666.The horizontal coordinates were scaled from a map and have
 LF0666.an estimated accuracy of +/- 6 seconds.
 LF0666
 LF0666.The orthometric height was determined by differential leveling and
 LF0666.adjusted by the NATIONAL GEODETIC SURVEY
 LF0666.in June 1991.
 LF0666
 LF0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0666.GEOID18 height accuracy estimate available here.
 LF0666
 LF0666.Click photographs - Photos may exist for this station.
 LF0666
 LF0666.The dynamic height is computed by dividing the NAVD 88
 LF0666.geopotential number by the normal gravity value computed on the
 LF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0666.degrees latitude (g = 980.6199 gals.).
 LF0666
 LF0666.The modeled gravity was interpolated from observed gravity values.
 LF0666
 LF0666;                    North         East    Units  Estimated Accuracy
 LF0666;SPC NE       -    80,130.      861,510.      MT  (+/- 180 meters Scaled)
 LF0666
 LF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE681840(NAD 83)
 LF0666
 LF0666                          SUPERSEDED SURVEY CONTROL
 LF0666
 LF0666  NGVD 29 (??/??/92)  335.287  (m)         1100.02   (f) ADJ UNCH    2 0
 LF0666
 LF0666.Superseded values are not recommended for survey control.
 LF0666
 LF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0666.See file dsdata.pdf to determine how the superseded data were derived.
 LF0666
 LF0666_MARKER: DB = BENCH MARK DISK
 LF0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0666_SP_SET: FOUNDATION
 LF0666_STAMPING: E 269 1947
 LF0666_MARK LOGO: CGS
 LF0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0666
 LF0666  HISTORY     - Date     Condition        Report By
 LF0666  HISTORY     - 1947     MONUMENTED       CGS
 LF0666
 LF0666                          STATION DESCRIPTION
 LF0666
 LF0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0666'AT PERU.
 LF0666'AT PERU, AT THE CITY WATER TOWER, 126.8 FEET NORTHWEST OF THE
 LF0666'NORTHWEST CORNER OF THE T.J. MAJORS TRAINING SCHOOL, SET IN
 LF0666'THE TOP OF AND 0.7 FOOT NORTH OF THE SOUTH CORNER OF THE CONCRETE
 LF0666'FOUNDATION FOR THE SOUTHWEST LEG FOR THE WATER TOWER, ABOUT
 LF0666'1 1/2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0136 ***********************************************************************
 LJ0136  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0136  DESIGNATION -  E 27
 LJ0136  PID         -  LJ0136
 LJ0136  STATE/COUNTY-  NE/FRONTIER
 LJ0136  COUNTRY     -  US
 LJ0136  USGS QUAD   -  CURTIS SW (2017)
 LJ0136
 LJ0136                         *CURRENT SURVEY CONTROL
 LJ0136  ______________________________________________________________________
 LJ0136* NAD 83(2011) POSITION- 40 31 54.53493(N) 100 38 59.25711(W)   ADJUSTED
 LJ0136* NAD 83(2011) ELLIP HT-   879.976 (meters)        (06/27/12)   ADJUSTED
 LJ0136* NAD 83(2011) EPOCH   -  2010.00
 LJ0136* NAVD 88 ORTHO HEIGHT -   903.147 (meters)     2963.07  (feet) ADJUSTED
 LJ0136  ______________________________________________________________________
 LJ0136  GEOID HEIGHT    -        -23.187 (meters)                     GEOID18
 LJ0136  NAD 83(2011) X  -   -897,269.342 (meters)                     COMP
 LJ0136  NAD 83(2011) Y  - -4,771,578.298 (meters)                     COMP
 LJ0136  NAD 83(2011) Z  -  4,123,617.569 (meters)                     COMP
 LJ0136  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LJ0136  DYNAMIC HEIGHT  -        902.573 (meters)     2961.19  (feet) COMP
 LJ0136  MODELED GRAVITY -    979,959.1   (mgal)                       NAVD 88
 LJ0136
 LJ0136  VERT ORDER      -  SECOND    CLASS 0
 LJ0136
 LJ0136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0136  Standards:
 LJ0136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0136  -------------------------------------------------------------------
 LJ0136  NETWORK    0.40   1.00           0.19   0.12   0.51     -0.06149676
 LJ0136  -------------------------------------------------------------------
 LJ0136  Click here for local accuracies and other accuracy information.
 LJ0136
 LJ0136.The horizontal coordinates were established by GPS observations
 LJ0136.and adjusted by the National Geodetic Survey in June 2012.
 LJ0136
 LJ0136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0136.been affixed to the stable North American tectonic plate. See 
 LJ0136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0136
 LJ0136.The horizontal coordinates are valid at the epoch date displayed above
 LJ0136.which is a decimal equivalence of Year/Month/Day.
 LJ0136
 LJ0136.The orthometric height was determined by differential leveling and
 LJ0136.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0136.in June 1991.
 LJ0136
 LJ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0136.GEOID18 height accuracy estimate available here.
 LJ0136
 LJ0136.Click photographs - Photos may exist for this station.
 LJ0136
 LJ0136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0136
 LJ0136.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0136
 LJ0136.The ellipsoidal height was determined by GPS observations
 LJ0136.and is referenced to NAD 83.
 LJ0136
 LJ0136.The dynamic height is computed by dividing the NAVD 88
 LJ0136.geopotential number by the normal gravity value computed on the
 LJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0136.degrees latitude (g = 980.6199 gals.).
 LJ0136
 LJ0136.The modeled gravity was interpolated from observed gravity values.
 LJ0136
 LJ0136. The following values were computed from the NAD 83(2011) position.
 LJ0136
 LJ0136;                    North         East     Units Scale Factor Converg.
 LJ0136;SPC NE       -    77,759.441   444,955.906   MT  0.99980181   -0 25 50.2
 LJ0136;SPC NE       -   255,115.77  1,459,826.17   sFT  0.99980181   -0 25 50.2
 LJ0136;UTM  14      - 4,488,093.784   360,269.644   MT  0.99984033   -1 04 20.4
 LJ0136
 LJ0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0136!SPC NE       -   0.99986198  x   0.99980181  =   0.99966382
 LJ0136!UTM  14      -   0.99986198  x   0.99984033  =   0.99970233
 LJ0136
 LJ0136:                Primary Azimuth Mark                     Grid Az
 LJ0136:SPC NE       -  FISCHER                                  062 20 31.7
 LJ0136:UTM  14      -  FISCHER                                  062 59 01.9
 LJ0136
 LJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6026988093(NAD 83)
 LJ0136
 LJ0136|---------------------------------------------------------------------|
 LJ0136| PID    Reference Object                     Distance      Geod. Az  |
 LJ0136|                                                           dddmmss.s |
 LJ0136| CN7878 E 27 AZ MK                                         0461935.7 |
 LJ0136| LJ0474 FISCHER                             APPROX. 7.3 KM 0615441.5 |
 LJ0136| CN7879 E 27 RM 1                             8.305 METERS 17625     |
 LJ0136| CN7880 E 27 RM 2                             6.763 METERS 27150     |
 LJ0136|---------------------------------------------------------------------|
 LJ0136
 LJ0136                          SUPERSEDED SURVEY CONTROL
 LJ0136
 LJ0136  NAD 83(2007)-  40 31 54.53478(N)    100 38 59.25806(W) AD(2002.00) 0
 LJ0136  ELLIP H (02/10/07)  880.001  (m)                       GP(2002.00)    
 LJ0136  ELLIP H (07/10/01)  879.968  (m)                       GP(       ) 4 1
 LJ0136  NAD 83(1995)-  40 31 54.53443(N)    100 38 59.25746(W) AD(       ) B
 LJ0136  ELLIP H (06/25/96)  880.033  (m)                       GP(       ) 1 1
 LJ0136  NAD 83(1986)-  40 31 54.54085(N)    100 38 59.26259(W) AD(       ) 3
 LJ0136  NAD 27      -  40 31 54.50811(N)    100 38 57.70893(W) AD(       ) 3
 LJ0136  NAVD 88             903.15   (m)         2963.1    (f) LEVELING    3  
 LJ0136  NGVD 29 (??/??/92)  902.808  (m)         2961.96   (f) ADJ UNCH    2 0
 LJ0136  NGVD 29             902.81   (m)         2962.0    (f) LEVELING    3  
 LJ0136
 LJ0136.Superseded values are not recommended for survey control.
 LJ0136
 LJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0136.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0136
 LJ0136_MARKER: DB = BENCH MARK DISK
 LJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0136_STAMPING: E 27 1934
 LJ0136_MARK LOGO: CGS
 LJ0136_PROJECTION: FLUSH
 LJ0136_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0136+STABILITY: SURFACE MOTION
 LJ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0136+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 LJ0136
 LJ0136  HISTORY     - Date     Condition        Report By
 LJ0136  HISTORY     - 1934     MONUMENTED       CGS
 LJ0136  HISTORY     - 1951     GOOD             CGS
 LJ0136  HISTORY     - 1968     GOOD             CGS
 LJ0136  HISTORY     - 19890518 GOOD             NGS
 LJ0136  HISTORY     - 19950427 GOOD             NGS
 LJ0136  HISTORY     - 20200212 GOOD             NEGS
 LJ0136
 LJ0136                          STATION DESCRIPTION
 LJ0136
 LJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLE)
 LJ0136'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF CURTIS AND
 LJ0136'9.0 MILES SOUTH OF MAYWOOD IN THE SOUTHWEST ANGLE OF A T ROAD.
 LJ0136'IT IS 200.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LJ0136'SCHOOLHOUSE, 60.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 83,
 LJ0136'25.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 5.0 FEET
 LJ0136'WEST-NORTHWEST OF A FENCE CORNER AND 2.5 FEET NORTH OF A
 LJ0136'FENCE.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 LJ0136'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 LJ0136'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 LJ0136'E 27 1934.
 LJ0136'
 LJ0136'REFERENCE MARK NO. 1 IS 52.0 FEET WEST OF THE CENTER OF U.S.
 LJ0136'HIGHWAY NO. 83, 24.5 FEET SOUTH OF A FENCE CORNER AND 12.0 FEET
 LJ0136'NORTH OF A POWERLINE TRANSFORMER POLE.  IT PROJECTS 4 INCHES
 LJ0136'AND IS STAMPED BENCH MARK E 27 NO 1 1951.
 LJ0136'
 LJ0136'REFERENCE MARK NO. 2 IS 26.5 FEET WEST OF A FENCE CORNER, 25.0
 LJ0136'FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH
 LJ0136'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED BENCH MARK
 LJ0136'E 27 NO 2 1951.
 LJ0136'
 LJ0136'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0136'NO. 2 IS 36.75 FEET.
 LJ0136'
 LJ0136'THE AZIMUTH MARK IS LOCATED ON TOP OF A CUT BANK, 32.0 FEET
 LJ0136'EAST OF THE CENTER OF U.S. HIGHWAY NO. 83 AND 1.0 FOOT WEST OF A
 LJ0136'TELEPHONE BRACE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0136'BENCH MARK E 27 1951.
 LJ0136'
 LJ0136'TO REACH THE STATION FROM THE POST OFFICE IN MAYWOOD, GO SOUTH ON
 LJ0136'THE MAIN STREET FOR ONE BLOCK TO U.S. HIGHWAY NO. 83, TURN RIGHT
 LJ0136'AND GO WEST AND SOUTH ON U.S. HIGHWAY NO. 83 FOR 9.05 MILES TO THE
 LJ0136'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S.
 LJ0136'HIGHWAY NO. 83 FOR 0.35 MILE TO A SCHOOLHOUSE IN THE NORTHWEST
 LJ0136'ANGLE OF A T ROAD ON THE RIGHT AND THE STATION IN THE SOUTHWEST
 LJ0136'ANGLE AS DESCRIBED.
 LJ0136
 LJ0136                          STATION RECOVERY (1951)
 LJ0136
 LJ0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0136'9 MI S FROM MAYWOOD.
 LJ0136'9.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0136'COUNTY, 24 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 LJ0136'ROAD, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST
 LJ0136'OF THE RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A SIDE FENCE.
 LJ0136'A STANDARD DISK, STAMPED E 27 1934 AND SET IN THE TOP OF A
 LJ0136'CONCRETE POST.  NOTE-- 1968 REPORT NOW 248 FEET WEST OF NEW U.S.
 LJ0136'HWY. 83 AND 0.5 FEET NORTH OF A METAL WITNESS POST.
 LJ0136
 LJ0136                          STATION RECOVERY (1968)
 LJ0136
 LJ0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0136'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LJ0136'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LJ0136'MARK WAS SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED DESTROYED
 LJ0136'DURING CONSTRUCTION ON U.S. HIGHWAY 83.  NO INTERSECTIONS
 LJ0136'STATIONS ARE VISIBLE AT STATION SITE, SO A NEW AZIMUTH MARK
 LJ0136'WAS NOT SET.  IT IS POSSIBLE TRIANGULATION STATION FISCHER MIGHT
 LJ0136'BE VISIBLE FROM THE STATION.
 LJ0136'
 LJ0136'THE DESCRIPTION WAS FOUND ADEQUATE EXCEPT U.S. HIGHWAY 83 HAS
 LJ0136'BEEN CHANGED.
 LJ0136'
 LJ0136'STATION MARK IS NOW 248 FEET WEST OF NEW U.S. HIGHWAY 83 AND 0.5
 LJ0136'FEET NORTH OF A METAL WITNESS POST.
 LJ0136'
 LJ0136'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 LJ0136'STATE HIGHWAY 23 WHICH IS ABOUT 1 MILE WEST OF MAYWOOD, GO SOUTH
 LJ0136'ON U.S. HIGHWAY 83 FOR 8.9 MILES TO A SIDE ROAD, SCHOOL HOUSE,
 LJ0136'AND THE STATION ON THE RIGHT.
 LJ0136'
 LJ0136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 LJ0136'SOUTH OF MAYWOOD.
 LJ0136
 LJ0136                          STATION RECOVERY (1989)
 LJ0136
 LJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0136'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) NORTH OF MCCOOK, 14.5 KM
 LJ0136'(9.00 MI) SOUTH OF MAYWOOD ALONG A GRAVEL ROAD.  ONWERSHIP--FRONTIER
 LJ0136'COUNTY.
 LJ0136'TO REACH THE STATION FROM THE US POST OFFICE IN MAYWOOD, GO NORTH ON
 LJ0136'COMMERCIAL STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION OF STATE
 LJ0136'HIGHWAY 23.  TURN LEFT AND GO WEST ON STATE ROUTE 23 FOR 1.6 KM
 LJ0136'(1.00 MI) TO THE JUNCTION OF US HIGHWAY 83.  TURN LEFT AND GO SOUTH ON
 LJ0136'US HIGHWAY 83 FOR 3.0 KM (1.85 MI) TO A SMALL BRIDGE OVER BUSHY CREEK.
 LJ0136'CONTINUE AHEAD ON HIGHWAY 83 FOR 11.1 KM (6.90 MI) TO A GRAVEL ROAD
 LJ0136'ON THE RIGHT.  CONTINUE AHEAD FOR 0.21 KM (0.15 MI) TO A GRAVEL ROAD
 LJ0136'ON THE RIGHT AT HIGH GROUND.  TURN RIGHT AND GO WEST ON THE GRAVEL
 LJ0136'ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT NEAR A FENCE
 LJ0136'CORNER.
 LJ0136'THE STATION MARK IS SET 75.6 M (248.0 FT) WEST OF THE HIGHWAY
 LJ0136'CENTERLINE, 6.8 M (22.3 FT) SOUTH OF THE APPROXIMATE CENTER OF THE
 LJ0136'GRAVEL ROAD, 1.3 M (4.3 FT) NORTHWEST OF A CORNER FENCE POST, 1.0 M
 LJ0136'(3.3 FT) NORTH OF A FENCELINE, 0.2 M (0.7 FT) NORTH OF A METAL WITNESS
 LJ0136'POST AND FLUSH WITH THE GROUND.
 LJ0136'DESCRIBED BY R.D.BALL.
 LJ0136
 LJ0136                          STATION RECOVERY (1995)
 LJ0136
 LJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0136'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 83 WITH STATE
 LJ0136'HIGHWAY 23 ABOUT 1.0 MI (1.6 KM) WEST FROM MAYWOOD, GO SOUTH ON
 LJ0136'HIGHWAY 83 FOR 8.75 MI (14.08 KM) TO A GRAVELED ROAD ON THE RIGHT.
 LJ0136'CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MI (0.24 KM) TO ANOTHER
 LJ0136'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.05 MI (0.08
 LJ0136'KM) TO THE MARK ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY OF THE COUNTY
 LJ0136'ROAD, AT THE NORTH END OF A FENCE AND IN THE SE1/4 SEC31, T7N, R29W.
 LJ0136'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LJ0136'FLUSH WITH THE GROUND.  IT IS 248.0 FT (75.6 M) WEST FROM THE
 LJ0136'CENTERLINE OF U.S. HIGHWAY 83, 22.5 FT (6.9 M) SOUTH FROM THE
 LJ0136'CENTERLINE OF THE COUNTY ROAD, 4.3 FT (1.3 M) NORTHWEST OF THE NORTH
 LJ0136'END OF A FENCE AND 0.7 FT (21.3 CM) NORTH FROM A WITNESS POST.  A
 LJ0136'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 LJ0136
 LJ0136                          STATION RECOVERY (2020)
 LJ0136
 LJ0136'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LJ0136'TO REACH FROM THE JUNCTION OF US 83 AND N 23 WEST OF MAYWOOD, PROCEED
 LJ0136'SOUTH ALONG US 83 APPROXIMATELY 9 MI (14.5 KM) TO A PRIVATE DRIVE ON
 LJ0136'THE WEST.  PROCEED WEST ALONG THE PRIVATE DRIVE APPROXIMATELY 0.05 MI
 LJ0136'(0.08 KM) TO THE POINT ON THE SOUTH SIDE OF THE DRIVE.
 LJ0136'
 LJ0136'IT IS 22.5 FT (6.9 M) SOUTH FROM THE CENTERLINE OF THE PRIVATE DRIVE,
 LJ0136'4.3 FT (1.3 M) NORTHWEST OF THE NORTH END OF A FENCE AND 0.7 FT (21
 LJ0136'CM) NORTH FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE
 LJ0136'NORTH SIDE OF THE MARK FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0275 ***********************************************************************
 LH0275  DESIGNATION -  E 270
 LH0275  PID         -  LH0275
 LH0275  STATE/COUNTY-  NE/ADAMS
 LH0275  COUNTRY     -  US
 LH0275  USGS QUAD   -  AYR (2017)
 LH0275
 LH0275                         *CURRENT SURVEY CONTROL
 LH0275  ______________________________________________________________________
 LH0275* NAD 83(1986) POSITION- 40 22 47.     (N) 098 27 10.     (W)   SCALED
 LH0275* NAVD 88 ORTHO HEIGHT -   587.555 (meters)     1927.67  (feet) ADJUSTED
 LH0275  ______________________________________________________________________
 LH0275  GEOID HEIGHT    -        -25.614 (meters)                     GEOID18
 LH0275  DYNAMIC HEIGHT  -        587.215 (meters)     1926.55  (feet) COMP
 LH0275  MODELED GRAVITY -    980,027.7   (mgal)                       NAVD 88
 LH0275
 LH0275  VERT ORDER      -  FIRST     CLASS II
 LH0275
 LH0275.The horizontal coordinates were scaled from a map and have
 LH0275.an estimated accuracy of +/- 6 seconds.
 LH0275
 LH0275.The orthometric height was determined by differential leveling and
 LH0275.adjusted by the NATIONAL GEODETIC SURVEY
 LH0275.in June 1991.
 LH0275
 LH0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0275.GEOID18 height accuracy estimate available here.
 LH0275
 LH0275.Click photographs - Photos may exist for this station.
 LH0275
 LH0275.The dynamic height is computed by dividing the NAVD 88
 LH0275.geopotential number by the normal gravity value computed on the
 LH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0275.degrees latitude (g = 980.6199 gals.).
 LH0275
 LH0275.The modeled gravity was interpolated from observed gravity values.
 LH0275
 LH0275;                    North         East    Units  Estimated Accuracy
 LH0275;SPC NE       -    61,840.      631,360.      MT  (+/- 180 meters Scaled)
 LH0275
 LH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK464700(NAD 83)
 LH0275
 LH0275                          SUPERSEDED SURVEY CONTROL
 LH0275
 LH0275  NGVD 29 (??/??/92)  587.331  (m)         1926.94   (f) ADJ UNCH    1 2
 LH0275
 LH0275.Superseded values are not recommended for survey control.
 LH0275
 LH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0275.See file dsdata.pdf to determine how the superseded data were derived.
 LH0275
 LH0275_MARKER: DB = BENCH MARK DISK
 LH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0275_STAMPING: E 270 1947
 LH0275_MARK LOGO: CGS
 LH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0275+STABILITY: SURFACE MOTION
 LH0275
 LH0275  HISTORY     - Date     Condition        Report By
 LH0275  HISTORY     - 1947     MONUMENTED       CGS
 LH0275  HISTORY     - 1981     GOOD             NGS
 LH0275
 LH0275                          STATION DESCRIPTION
 LH0275
 LH0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0275'3.2 MI N FROM BLUE HILL.
 LH0275'3.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0275'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 128.0 FEET
 LH0275'NORTH OF THE CENTER LINE OF THE ROAD, 96.0 FEET NORTH OF A FENCE
 LH0275'CORNER, 72.5 FEET WEST OF THE FIFTH POLE NORTH OF MILEPOST
 LH0275'16, 40.2 FEET WEST OF THE WEST RAIL, 3.0 FEET SOUTH OF A REFERENCE
 LH0275'POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0275'POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0275
 LH0275                          STATION RECOVERY (1981)
 LH0275
 LH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1408 ***********************************************************************
 NM1408  DESIGNATION -  E 271
 NM1408  PID         -  NM1408
 NM1408  STATE/COUNTY-  NE/KNOX
 NM1408  COUNTRY     -  US
 NM1408  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1408
 NM1408                         *CURRENT SURVEY CONTROL
 NM1408  ______________________________________________________________________
 NM1408* NAD 83(1986) POSITION- 42 45 11.     (N) 097 40 55.     (W)   SCALED
 NM1408* NAVD 88 ORTHO HEIGHT -   542.639 (meters)     1780.31  (feet) ADJUSTED
 NM1408  ______________________________________________________________________
 NM1408  GEOID HEIGHT    -        -25.656 (meters)                     GEOID18
 NM1408  DYNAMIC HEIGHT  -        542.453 (meters)     1779.70  (feet) COMP
 NM1408  MODELED GRAVITY -    980,260.0   (mgal)                       NAVD 88
 NM1408
 NM1408  VERT ORDER      -  SECOND    CLASS 0
 NM1408
 NM1408.The horizontal coordinates were scaled from a map and have
 NM1408.an estimated accuracy of +/- 6 seconds.
 NM1408
 NM1408.The orthometric height was determined by differential leveling and
 NM1408.adjusted by the NATIONAL GEODETIC SURVEY
 NM1408.in June 1991.
 NM1408
 NM1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1408.GEOID18 height accuracy estimate available here.
 NM1408
 NM1408.Click photographs - Photos may exist for this station.
 NM1408
 NM1408.The dynamic height is computed by dividing the NAVD 88
 NM1408.geopotential number by the normal gravity value computed on the
 NM1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1408.degrees latitude (g = 980.6199 gals.).
 NM1408
 NM1408.The modeled gravity was interpolated from observed gravity values.
 NM1408
 NM1408;                    North         East    Units  Estimated Accuracy
 NM1408;SPC NE       -   326,730.      689,730.      MT  (+/- 180 meters Scaled)
 NM1408
 NM1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN078342(NAD 83)
 NM1408
 NM1408                          SUPERSEDED SURVEY CONTROL
 NM1408
 NM1408  NGVD 29 (??/??/92)  542.409  (m)         1779.55   (f) ADJ UNCH    2 0
 NM1408
 NM1408.Superseded values are not recommended for survey control.
 NM1408
 NM1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1408.See file dsdata.pdf to determine how the superseded data were derived.
 NM1408
 NM1408_MARKER: DB = BENCH MARK DISK
 NM1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1408_STAMPING: E 271 1949
 NM1408_MARK LOGO: CGS
 NM1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1408+STABILITY: SURFACE MOTION
 NM1408
 NM1408  HISTORY     - Date     Condition        Report By
 NM1408  HISTORY     - 1949     MONUMENTED       CGS
 NM1408
 NM1408                          STATION DESCRIPTION
 NM1408
 NM1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1408'3.9 MI NW FROM CROFTON.
 NM1408'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1408'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1408'12, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.1 MILES
 NM1408'WEST ALONG A WINDING DIRT ROAD, AT THE JUNCTION OF A NORTH-SOUTH
 NM1408'ROAD AND A T ROAD LEADING EAST, 42 FEET SOUTH OF THE CENTER LINE
 NM1408'OF THE ROAD LEADING EAST, 55.3 FEET EAST OF AND LEVEL WITH THE
 NM1408'CENTER LINE OF THE NORTH-SOUTH ROAD, 27 FEET EAST OF A POWER LINE
 NM1408'POLE, 8 FEET NORTHEAST OF A GATE POST, 1.2 FEET NORTH OF A FENCE
 NM1408'LINE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1408'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1374 ***********************************************************************
 NM1374  DESIGNATION -  E 272
 NM1374  PID         -  NM1374
 NM1374  STATE/COUNTY-  NE/KNOX
 NM1374  COUNTRY     -  US
 NM1374  USGS QUAD   -  SPRINGFIELD (2017)
 NM1374
 NM1374                         *CURRENT SURVEY CONTROL
 NM1374  ______________________________________________________________________
 NM1374* NAD 83(1986) POSITION- 42 45 22.     (N) 097 56 48.     (W)   SCALED
 NM1374* NAVD 88 ORTHO HEIGHT -   376.454 (meters)     1235.08  (feet) ADJUSTED
 NM1374  ______________________________________________________________________
 NM1374  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 NM1374  DYNAMIC HEIGHT  -        376.330 (meters)     1234.68  (feet) COMP
 NM1374  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 NM1374
 NM1374  VERT ORDER      -  SECOND    CLASS 0
 NM1374
 NM1374.The horizontal coordinates were scaled from a map and have
 NM1374.an estimated accuracy of +/- 6 seconds.
 NM1374
 NM1374.The orthometric height was determined by differential leveling and
 NM1374.adjusted by the NATIONAL GEODETIC SURVEY
 NM1374.in June 1991.
 NM1374
 NM1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1374.GEOID18 height accuracy estimate available here.
 NM1374
 NM1374.Click photographs - Photos may exist for this station.
 NM1374
 NM1374.The dynamic height is computed by dividing the NAVD 88
 NM1374.geopotential number by the normal gravity value computed on the
 NM1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1374.degrees latitude (g = 980.6199 gals.).
 NM1374
 NM1374.The modeled gravity was interpolated from observed gravity values.
 NM1374
 NM1374;                    North         East    Units  Estimated Accuracy
 NM1374;SPC NE       -   326,530.      668,060.      MT  (+/- 180 meters Scaled)
 NM1374
 NM1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN861342(NAD 83)
 NM1374
 NM1374                          SUPERSEDED SURVEY CONTROL
 NM1374
 NM1374  NGVD 29 (??/??/92)  376.239  (m)         1234.38   (f) ADJ UNCH    2 0
 NM1374
 NM1374.Superseded values are not recommended for survey control.
 NM1374
 NM1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1374.See file dsdata.pdf to determine how the superseded data were derived.
 NM1374
 NM1374_MARKER: DB = BENCH MARK DISK
 NM1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1374_SP_SET: BRIDGE
 NM1374_STAMPING: E 272 1949
 NM1374_MARK LOGO: CGS
 NM1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1374
 NM1374  HISTORY     - Date     Condition        Report By
 NM1374  HISTORY     - 1949     MONUMENTED       CGS
 NM1374
 NM1374                          STATION DESCRIPTION
 NM1374
 NM1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1374'4.6 MI E FROM NIOBRARA.
 NM1374'4.65 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1374'NORTH WESTERN RAILWAY STATION AT NIOBRARA, IN THE SOUTHWEST
 NM1374'WINGWALL OF A 19 CHANNEL CONCRETE BRIDGE OVER BAZILLE CREEK,
 NM1374'16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT
 NM1374'SOUTHWEST OF THE SOUTHWEST ABUTMENT OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0088 ***********************************************************************
 NN0088  DESIGNATION -  E 273
 NN0088  PID         -  NN0088
 NN0088  STATE/COUNTY-  NE/BOYD
 NN0088  COUNTRY     -  US
 NN0088  USGS QUAD   -  MARTY (2017)
 NN0088
 NN0088                         *CURRENT SURVEY CONTROL
 NN0088  ______________________________________________________________________
 NN0088* NAD 83(1986) POSITION- 42 55 49.     (N) 098 28 41.     (W)   SCALED
 NN0088* NAVD 88 ORTHO HEIGHT -   465.892 (meters)     1528.51  (feet) ADJUSTED
 NN0088  ______________________________________________________________________
 NN0088  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 NN0088  DYNAMIC HEIGHT  -        465.733 (meters)     1527.99  (feet) COMP
 NN0088  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 NN0088
 NN0088  VERT ORDER      -  SECOND    CLASS 0
 NN0088
 NN0088.The horizontal coordinates were scaled from a map and have
 NN0088.an estimated accuracy of +/- 6 seconds.
 NN0088
 NN0088.The orthometric height was determined by differential leveling and
 NN0088.adjusted by the NATIONAL GEODETIC SURVEY
 NN0088.in June 1991.
 NN0088
 NN0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0088.GEOID18 height accuracy estimate available here.
 NN0088
 NN0088.Click photographs - Photos may exist for this station.
 NN0088
 NN0088.The dynamic height is computed by dividing the NAVD 88
 NN0088.geopotential number by the normal gravity value computed on the
 NN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0088.degrees latitude (g = 980.6199 gals.).
 NN0088
 NN0088.The modeled gravity was interpolated from observed gravity values.
 NN0088
 NN0088;                    North         East    Units  Estimated Accuracy
 NN0088;SPC NE       -   344,970.      624,230.      MT  (+/- 180 meters Scaled)
 NN0088
 NN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN425532(NAD 83)
 NN0088
 NN0088                          SUPERSEDED SURVEY CONTROL
 NN0088
 NN0088  NGVD 29 (??/??/92)  465.619  (m)         1527.62   (f) ADJ UNCH    2 0
 NN0088
 NN0088.Superseded values are not recommended for survey control.
 NN0088
 NN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0088.See file dsdata.pdf to determine how the superseded data were derived.
 NN0088
 NN0088_MARKER: DB = BENCH MARK DISK
 NN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0088_STAMPING: E 273 1949
 NN0088_MARK LOGO: CGS
 NN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0088+STABILITY: SURFACE MOTION
 NN0088
 NN0088  HISTORY     - Date     Condition        Report By
 NN0088  HISTORY     - 1949     MONUMENTED       CGS
 NN0088
 NN0088                          STATION DESCRIPTION
 NN0088
 NN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0088'7.5 MI N FROM LYNCH.
 NN0088'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0088'AT A T-JUNCTION OF DIRT ROADS, 210.0 FEET WEST OF THE CENTER LINE
 NN0088'OF THE NORTH-SOUTH ROAD, 134.0 FEET NORTHEAST OF THE NORTHEAST
 NN0088'CORNER OF AN ABANDONED FARMHOUSE, 75.0 FEET EAST OF THE SOUTHEAST
 NN0088'CORNER OF A BARN, 83.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 NN0088'ROAD, 1.3 FEET EAST OF A CORNER FENCE POST, 1.2 FEET SOUTH OF A
 NN0088'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0088'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0693 ***********************************************************************
 NM0693  DESIGNATION -  E 274
 NM0693  PID         -  NM0693
 NM0693  STATE/COUNTY-  NE/DIXON
 NM0693  COUNTRY     -  US
 NM0693  USGS QUAD   -  CONCORD (2017)
 NM0693
 NM0693                         *CURRENT SURVEY CONTROL
 NM0693  ______________________________________________________________________
 NM0693* NAD 83(1986) POSITION- 42 25 29.     (N) 096 59 53.     (W)   SCALED
 NM0693* NAVD 88 ORTHO HEIGHT -   444.048 (meters)     1456.85  (feet) ADJUSTED
 NM0693  ______________________________________________________________________
 NM0693  GEOID HEIGHT    -        -25.067 (meters)                     GEOID18
 NM0693  DYNAMIC HEIGHT  -        443.903 (meters)     1456.37  (feet) COMP
 NM0693  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 NM0693
 NM0693  VERT ORDER      -  SECOND    CLASS 0
 NM0693
 NM0693.The horizontal coordinates were scaled from a map and have
 NM0693.an estimated accuracy of +/- 6 seconds.
 NM0693
 NM0693.The orthometric height was determined by differential leveling and
 NM0693.adjusted by the NATIONAL GEODETIC SURVEY
 NM0693.in June 1991.
 NM0693
 NM0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0693.GEOID18 height accuracy estimate available here.
 NM0693
 NM0693.Click photographs - Photos may exist for this station.
 NM0693
 NM0693.The dynamic height is computed by dividing the NAVD 88
 NM0693.geopotential number by the normal gravity value computed on the
 NM0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0693.degrees latitude (g = 980.6199 gals.).
 NM0693
 NM0693.The modeled gravity was interpolated from observed gravity values.
 NM0693
 NM0693;                    North         East    Units  Estimated Accuracy
 NM0693;SPC NE       -   292,010.      746,950.      MT  (+/- 180 meters Scaled)
 NM0693
 NM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM646988(NAD 83)
 NM0693
 NM0693                          SUPERSEDED SURVEY CONTROL
 NM0693
 NM0693  NGVD 29 (??/??/92)  443.862  (m)         1456.24   (f) ADJ UNCH    2 0
 NM0693
 NM0693.Superseded values are not recommended for survey control.
 NM0693
 NM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0693.See file dsdata.pdf to determine how the superseded data were derived.
 NM0693
 NM0693_MARKER: DB = BENCH MARK DISK
 NM0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0693_STAMPING: E 274 1949
 NM0693_MARK LOGO: CGS
 NM0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0693+STABILITY: SURFACE MOTION
 NM0693
 NM0693  HISTORY     - Date     Condition        Report By
 NM0693  HISTORY     - 1949     MONUMENTED       CGS
 NM0693
 NM0693                          STATION DESCRIPTION
 NM0693
 NM0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0693'0.8 MI N FROM DIXON.
 NM0693'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0693'AND QUINCY RAILROAD STATION AT DIXON, THENCE 0.7 MILE NORTH
 NM0693'ALONG STATE HIGHWAY 116, AT THE FARM HOME OF C.D. ANKENY, 104
 NM0693'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31.7 FEET SOUTHWEST
 NM0693'OF THE SOUTHWEST CORNER OF THE HOUSE, 27 FEET NORTH OF THE CENTER
 NM0693'LINE OF A PRIVATE DRIVE-WAY, 11.5 FEET NORTH OF THE SOUTHWEST
 NM0693'CORNER POST OF THE YARD FENCE, 1.0 FOOT WEST OF THE FENCE, AND
 NM0693'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM0693'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1061 ***********************************************************************
 NM1061  DESIGNATION -  E 275
 NM1061  PID         -  NM1061
 NM1061  STATE/COUNTY-  NE/CEDAR
 NM1061  COUNTRY     -  US
 NM1061  USGS QUAD   -  MECKLING (2017)
 NM1061
 NM1061                         *CURRENT SURVEY CONTROL
 NM1061  ______________________________________________________________________
 NM1061* NAD 83(1986) POSITION- 42 45 34.     (N) 097 05 33.     (W)   SCALED
 NM1061* NAVD 88 ORTHO HEIGHT -   353.536 (meters)     1159.89  (feet) ADJUSTED
 NM1061  ______________________________________________________________________
 NM1061  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM1061  DYNAMIC HEIGHT  -        353.429 (meters)     1159.54  (feet) COMP
 NM1061  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 NM1061
 NM1061  VERT ORDER      -  SECOND    CLASS 0
 NM1061
 NM1061.The horizontal coordinates were scaled from a map and have
 NM1061.an estimated accuracy of +/- 6 seconds.
 NM1061
 NM1061.The orthometric height was determined by differential leveling and
 NM1061.adjusted by the NATIONAL GEODETIC SURVEY
 NM1061.in June 1991.
 NM1061
 NM1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1061.GEOID18 height accuracy estimate available here.
 NM1061
 NM1061.Click photographs - Photos may exist for this station.
 NM1061
 NM1061.The dynamic height is computed by dividing the NAVD 88
 NM1061.geopotential number by the normal gravity value computed on the
 NM1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1061.degrees latitude (g = 980.6199 gals.).
 NM1061
 NM1061.The modeled gravity was interpolated from observed gravity values.
 NM1061
 NM1061;                    North         East    Units  Estimated Accuracy
 NM1061;SPC NE       -   328,900.      737,930.      MT  (+/- 180 meters Scaled)
 NM1061
 NM1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN560358(NAD 83)
 NM1061
 NM1061                          SUPERSEDED SURVEY CONTROL
 NM1061
 NM1061  NGVD 29 (??/??/92)  353.329  (m)         1159.21   (f) ADJ UNCH    2 0
 NM1061
 NM1061.Superseded values are not recommended for survey control.
 NM1061
 NM1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1061.See file dsdata.pdf to determine how the superseded data were derived.
 NM1061
 NM1061_MARKER: DB = BENCH MARK DISK
 NM1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1061_STAMPING: E 275 1949
 NM1061_MARK LOGO: CGS
 NM1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1061+STABILITY: SURFACE MOTION
 NM1061
 NM1061  HISTORY     - Date     Condition        Report By
 NM1061  HISTORY     - 1949     MONUMENTED       CGS
 NM1061  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1061
 NM1061                          STATION DESCRIPTION
 NM1061
 NM1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1061'6 MI E FROM WYNOT.
 NM1061'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1061'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1061'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1061'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1061'ROAD, THENCE 3.5 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FOOT
 NM1061'OF A SMALL RAVINE WHICH LEADS SOUTH, 38 FEET SOUTH OF THE CENTER
 NM1061'LINE OF AN EAST AND WEST ROAD, 18.5 FEET SOUTH OF A 12 INCH ELM
 NM1061'TREE WHICH HAS A TRIANGULAR BLAZE ON ITS NORTH SIDE, 6.8 FEET
 NM1061'SOUTH OF THE RIGHT OF WAY FENCE, 7.5 FEET SOUTH OF A WITNESS POST,
 NM1061'4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A 5.5 FOOT
 NM1061'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM1061
 NM1061                          STATION RECOVERY (1967)
 NM1061
 NM1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0875 ***********************************************************************
 NM0875  DESIGNATION -  E 276
 NM0875  PID         -  NM0875
 NM0875  STATE/COUNTY-  NE/DIXON
 NM0875  COUNTRY     -  US
 NM0875  USGS QUAD   -  BURBANK (2017)
 NM0875
 NM0875                         *CURRENT SURVEY CONTROL
 NM0875  ______________________________________________________________________
 NM0875* NAD 83(1986) POSITION- 42 38 53.     (N) 096 46 02.     (W)   SCALED
 NM0875* NAVD 88 ORTHO HEIGHT -   374.014 (meters)     1227.08  (feet) ADJUSTED
 NM0875  ______________________________________________________________________
 NM0875  GEOID HEIGHT    -        -25.541 (meters)                     GEOID18
 NM0875  DYNAMIC HEIGHT  -        373.900 (meters)     1226.70  (feet) COMP
 NM0875  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 NM0875
 NM0875  VERT ORDER      -  SECOND    CLASS 0
 NM0875
 NM0875.The horizontal coordinates were scaled from a map and have
 NM0875.an estimated accuracy of +/- 6 seconds.
 NM0875
 NM0875.The orthometric height was determined by differential leveling and
 NM0875.adjusted by the NATIONAL GEODETIC SURVEY
 NM0875.in June 1991.
 NM0875
 NM0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0875.GEOID18 height accuracy estimate available here.
 NM0875
 NM0875.Click photographs - Photos may exist for this station.
 NM0875
 NM0875.The dynamic height is computed by dividing the NAVD 88
 NM0875.geopotential number by the normal gravity value computed on the
 NM0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0875.degrees latitude (g = 980.6199 gals.).
 NM0875
 NM0875.The modeled gravity was interpolated from observed gravity values.
 NM0875
 NM0875;                    North         East    Units  Estimated Accuracy
 NM0875;SPC NE       -   317,480.      765,000.      MT  (+/- 180 meters Scaled)
 NM0875
 NM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN830241(NAD 83)
 NM0875
 NM0875                          SUPERSEDED SURVEY CONTROL
 NM0875
 NM0875  NGVD 29 (??/??/92)  373.832  (m)         1226.48   (f) ADJ UNCH    2 0
 NM0875
 NM0875.Superseded values are not recommended for survey control.
 NM0875
 NM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0875.See file dsdata.pdf to determine how the superseded data were derived.
 NM0875
 NM0875_MARKER: DB = BENCH MARK DISK
 NM0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0875_STAMPING: E 276 1949
 NM0875_MARK LOGO: CGS
 NM0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0875+STABILITY: SURFACE MOTION
 NM0875
 NM0875  HISTORY     - Date     Condition        Report By
 NM0875  HISTORY     - 1949     MONUMENTED       CGS
 NM0875  HISTORY     - 20040309 POOR             DUCKS
 NM0875  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0875
 NM0875                          STATION DESCRIPTION
 NM0875
 NM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0875'8 MI NW FROM PONCA.
 NM0875'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0875'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0875'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0875'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH
 NM0875'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE WEST ALONG A GRADED
 NM0875'DIRT ROAD, AT THE FARM HOME OF CLAIR W. FLUENT, 185.0 FEET SOUTH
 NM0875'OF THE SOUTHEAST CORNER OF THE HOUSE, 121 FEET NORTH OF THE
 NM0875'CENTER LINE OF AN EAST-WEST ROAD, 10.0 FEET SOUTH OF THE CENTER
 NM0875'OF A FRAME GATE, 16 FEET EAST OF THE CENTER LINE OF A PRIVATE
 NM0875'DRIVEWAY, 7.4 FEET NORTH OF THE NORTHEAST LEG OF A WINDMILL, 1.0
 NM0875'FOOT WEST OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0875'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0875
 NM0875                          STATION RECOVERY (2004)
 NM0875
 NM0875'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NM0875'THE TOP OF THIS MARKER IS BROKEN OFF HIT BY PULL BEHIND MOWER.  THE
 NM0875'CAP IS STILL SET IN A CHUNK OF THE CONCRETE WHICH LAYS ALONG SIDE OF
 NM0875'THE REST OF THE MONUMENT.  THE TWO CHUNKS OF CONCRETE CAN BE PLACED ON
 NM0875'ONE ANOTHER TO STILL GET A FAIRLY ACCURATE ELEVATION, BUT THIS
 NM0875'MONUMENT SHOULD BE REPLACED AND MOVED FROM THE LANDOWNERS GATE AREA.
 NM0875
 NM0875                          STATION RECOVERY (2020)
 NM0875
 NM0875'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0875'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0132 ***********************************************************************
 LG0132  DESIGNATION -  E 277
 LG0132  PID         -  LG0132
 LG0132  STATE/COUNTY-  NE/CASS
 LG0132  COUNTRY     -  US
 LG0132  USGS QUAD   -  WEEPING WATER (2017)
 LG0132
 LG0132                         *CURRENT SURVEY CONTROL
 LG0132  ______________________________________________________________________
 LG0132* NAD 83(1986) POSITION- 40 52 09.     (N) 096 08 32.     (W)   SCALED
 LG0132* NAVD 88 ORTHO HEIGHT -   329.262 (meters)     1080.25  (feet) ADJUSTED
 LG0132  ______________________________________________________________________
 LG0132  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 LG0132  DYNAMIC HEIGHT  -        329.123 (meters)     1079.80  (feet) COMP
 LG0132  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 LG0132
 LG0132  VERT ORDER      -  SECOND    CLASS 0
 LG0132
 LG0132.The horizontal coordinates were scaled from a map and have
 LG0132.an estimated accuracy of +/- 6 seconds.
 LG0132
 LG0132.The orthometric height was determined by differential leveling and
 LG0132.adjusted by the NATIONAL GEODETIC SURVEY
 LG0132.in June 1991.
 LG0132
 LG0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0132.GEOID18 height accuracy estimate available here.
 LG0132
 LG0132.Click photographs - Photos may exist for this station.
 LG0132
 LG0132.The dynamic height is computed by dividing the NAVD 88
 LG0132.geopotential number by the normal gravity value computed on the
 LG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0132.degrees latitude (g = 980.6199 gals.).
 LG0132
 LG0132.The modeled gravity was interpolated from observed gravity values.
 LG0132
 LG0132;                    North         East    Units  Estimated Accuracy
 LG0132;SPC NE       -   122,260.      825,020.      MT  (+/- 180 meters Scaled)
 LG0132
 LG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL408281(NAD 83)
 LG0132
 LG0132                          SUPERSEDED SURVEY CONTROL
 LG0132
 LG0132  NGVD 29 (??/??/92)  329.171  (m)         1079.96   (f) ADJ UNCH    2 0
 LG0132
 LG0132.Superseded values are not recommended for survey control.
 LG0132
 LG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0132.See file dsdata.pdf to determine how the superseded data were derived.
 LG0132
 LG0132_MARKER: DB = BENCH MARK DISK
 LG0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0132_SP_SET: CULVERT HEADWALL
 LG0132_STAMPING: E 277 1950
 LG0132_MARK LOGO: CGS
 LG0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0132+STABILITY: SURFACE MOTION
 LG0132
 LG0132  HISTORY     - Date     Condition        Report By
 LG0132  HISTORY     - 1950     MONUMENTED       CGS
 LG0132
 LG0132                          STATION DESCRIPTION
 LG0132
 LG0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0132'AT WEEPING WATER.
 LG0132'AT WEEPING WATER, 0.2 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC
 LG0132'RAILROAD FROM THE STATION, 35 FEET SOUTHWEST OF THE SOUTHWEST
 LG0132'RAIL OF THE MAIN TRACK, 18 FEET EAST OF MILEPOST 460-10, LEVEL
 LG0132'WITH THE TRACKS, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 LG0132'HEADWALL OF A LARGE CONCRETE CULVERT, 7.2 FEET NORTHWEST OF THE
 LG0132'SOUTHEAST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0507 ***********************************************************************
 NM0507  DESIGNATION -  E 278
 NM0507  PID         -  NM0507
 NM0507  STATE/COUNTY-  NE/THURSTON
 NM0507  COUNTRY     -  US
 NM0507  USGS QUAD   -  MACY (2017)
 NM0507
 NM0507                         *CURRENT SURVEY CONTROL
 NM0507  ______________________________________________________________________
 NM0507* NAD 83(1986) POSITION- 42 07 06.     (N) 096 20 11.     (W)   SCALED
 NM0507* NAVD 88 ORTHO HEIGHT -   328.690 (meters)     1078.38  (feet) ADJUSTED
 NM0507  ______________________________________________________________________
 NM0507  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 NM0507  DYNAMIC HEIGHT  -        328.576 (meters)     1078.00  (feet) COMP
 NM0507  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 NM0507
 NM0507  VERT ORDER      -  SECOND    CLASS 0
 NM0507
 NM0507.The horizontal coordinates were scaled from a map and have
 NM0507.an estimated accuracy of +/- 6 seconds.
 NM0507
 NM0507.The orthometric height was determined by differential leveling and
 NM0507.adjusted by the NATIONAL GEODETIC SURVEY
 NM0507.in June 1991.
 NM0507
 NM0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0507.GEOID18 height accuracy estimate available here.
 NM0507
 NM0507.Click photographs - Photos may exist for this station.
 NM0507
 NM0507.The dynamic height is computed by dividing the NAVD 88
 NM0507.geopotential number by the normal gravity value computed on the
 NM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0507.degrees latitude (g = 980.6199 gals.).
 NM0507
 NM0507.The modeled gravity was interpolated from observed gravity values.
 NM0507
 NM0507;                    North         East    Units  Estimated Accuracy
 NM0507;SPC NE       -   260,110.      802,790.      MT  (+/- 180 meters Scaled)
 NM0507
 NM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201663(NAD 83)
 NM0507
 NM0507                          SUPERSEDED SURVEY CONTROL
 NM0507
 NM0507  NGVD 29 (??/??/92)  328.542  (m)         1077.89   (f) ADJ UNCH    2 0
 NM0507
 NM0507.Superseded values are not recommended for survey control.
 NM0507
 NM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0507.See file dsdata.pdf to determine how the superseded data were derived.
 NM0507
 NM0507_MARKER: DB = BENCH MARK DISK
 NM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0507_STAMPING: E 278 1949
 NM0507_MARK LOGO: CGS
 NM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0507+STABILITY: SURFACE MOTION
 NM0507
 NM0507  HISTORY     - Date     Condition        Report By
 NM0507  HISTORY     - 1949     MONUMENTED       CGS
 NM0507
 NM0507                          STATION DESCRIPTION
 NM0507
 NM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0507'1.4 MI NE FROM MACY.
 NM0507'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0507'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0507'0.85 MILE NORTHEAST ALONG A GRAVELED ROAD, 49 FEET WEST OF
 NM0507'THE CENTER LINE OF A NORTH-SOUTH ROAD, 11 FEET NORTH OF THE
 NM0507'CENTER LINE OF AN EAST-WEST ROAD, 31.0 FEET SOUTHWEST OF THE
 NM0507'NORTH END OF A 24-INCH CONCRETE TUBE CULVERT, 9.0 FEET WEST
 NM0507'OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A FENCE, 1.7 FEET
 NM0507'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0507'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0076 ***********************************************************************
 LH0076  DESIGNATION -  E 279
 LH0076  PID         -  LH0076
 LH0076  STATE/COUNTY-  NE/HALL
 LH0076  COUNTRY     -  US
 LH0076  USGS QUAD   -  ABBOTT (2017)
 LH0076
 LH0076                         *CURRENT SURVEY CONTROL
 LH0076  ______________________________________________________________________
 LH0076* NAD 83(1986) POSITION- 40 53 10.26   (N) 098 25 50.89   (W)   HD_HELD1
 LH0076* NAVD 88 ORTHO HEIGHT -   579.068 (meters)     1899.83  (feet) ADJUSTED
 LH0076  ______________________________________________________________________
 LH0076  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 LH0076  DYNAMIC HEIGHT  -        578.762 (meters)     1898.82  (feet) COMP
 LH0076  MODELED GRAVITY -    980,077.4   (mgal)                       NAVD 88
 LH0076
 LH0076  VERT ORDER      -  FIRST     CLASS II
 LH0076
 LH0076.The horizontal coordinates were determined by differentially corrected
 LH0076.hand held GPS observations or other comparable positioning techniques
 LH0076.and have an estimated accuracy of +/- 3 meters.
 LH0076
 LH0076.The orthometric height was determined by differential leveling and
 LH0076.adjusted by the NATIONAL GEODETIC SURVEY
 LH0076.in May 1993.
 LH0076
 LH0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0076.GEOID18 height accuracy estimate available here.
 LH0076
 LH0076.Click photographs - Photos may exist for this station.
 LH0076
 LH0076.The dynamic height is computed by dividing the NAVD 88
 LH0076.geopotential number by the normal gravity value computed on the
 LH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0076.degrees latitude (g = 980.6199 gals.).
 LH0076
 LH0076.The modeled gravity was interpolated from observed gravity values.
 LH0076
 LH0076;                    North         East    Units  Estimated Accuracy
 LH0076;SPC NE       -   118,094.8     632,206.8     MT  (+/- 3 meters HH1 GPS) 
 LH0076
 LH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4795226278(NAD 83)
 LH0076
 LH0076                          SUPERSEDED SURVEY CONTROL
 LH0076
 LH0076  NAVD 88 (06/15/91)  579.070  (m)         1899.83   (f) SUPERSEDED  1 2
 LH0076  NGVD 29 (02/14/92)  578.819  (m)         1899.01   (f) ADJUSTED    1 2
 LH0076  NGVD 29 (??/??/87)  578.824  (m)         1899.03   (f) SUPERSEDED  1 2
 LH0076
 LH0076.Superseded values are not recommended for survey control.
 LH0076
 LH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0076.See file dsdata.pdf to determine how the superseded data were derived.
 LH0076
 LH0076_MARKER: DB = BENCH MARK DISK
 LH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0076_STAMPING: E 279 1949
 LH0076_MARK LOGO: CGS
 LH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0076+STABILITY: SURFACE MOTION
 LH0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0076+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0076
 LH0076  HISTORY     - Date     Condition        Report By
 LH0076  HISTORY     - 1949     MONUMENTED       CGS
 LH0076  HISTORY     - 1990     GOOD             USPSQD
 LH0076  HISTORY     - 19910924 GOOD             NGS
 LH0076
 LH0076                          STATION DESCRIPTION
 LH0076
 LH0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0076'2.3 MI NE FROM ALDA.
 LH0076'2.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0076'STATION AT ALDA, 350 FEET SOUTH OF AND ACROSS THE TRACKS FROM
 LH0076'THE SOUTHWEST CORNER OF THE WEST ROW OF CABINS AT THE PINE
 LH0076'CREST CABIN CAMP, 54.0 FEET NORTHEAST OF A FENCE CORNER POST,
 LH0076'48.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET
 LH0076'OF TRACKS, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0
 LH0076'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0076'6-FOOT CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 LH0076
 LH0076                          STATION RECOVERY (1990)
 LH0076
 LH0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0076'RECOVERED IN GOOD CONDITION.
 LH0076
 LH0076                          STATION RECOVERY (1991)
 LH0076
 LH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0076'5.2 KM (3.25 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0076'U.S. HIGHWAY 281 IN GRAND ISLAND, 58.0 M (190.3 FT) SOUTHEAST OF THE
 LH0076'HIGHWAY CENTERLINE, 25.7 M (84.3 FT) SOUTHWEST OF A UTILITY POLE,
 LH0076'14.7 M (48.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0076'RAILROAD, 11.6 M (38.1 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD,
 LH0076'5.4 M (17.7 FT) NORTHEAST OF A UTILITY POLE WITH 4 GUY CABLES, 0.3 M
 LH0076'(1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A
 LH0076'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 LH0076'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0147 ***********************************************************************
 LJ0147  DESIGNATION -  E 28
 LJ0147  PID         -  LJ0147
 LJ0147  STATE/COUNTY-  NE/LINCOLN
 LJ0147  COUNTRY     -  US
 LJ0147  USGS QUAD   -  WELLFLEET (2017)
 LJ0147
 LJ0147                         *CURRENT SURVEY CONTROL
 LJ0147  ______________________________________________________________________
 LJ0147* NAD 83(1986) POSITION- 40 46 25.     (N) 100 39 34.     (W)   SCALED
 LJ0147* NAVD 88 ORTHO HEIGHT -   906.324 (meters)     2973.50  (feet) ADJUSTED
 LJ0147  ______________________________________________________________________
 LJ0147  GEOID HEIGHT    -        -22.878 (meters)                     GEOID18
 LJ0147  DYNAMIC HEIGHT  -        905.759 (meters)     2971.64  (feet) COMP
 LJ0147  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 LJ0147
 LJ0147  VERT ORDER      -  SECOND    CLASS 0
 LJ0147
 LJ0147.The horizontal coordinates were scaled from a map and have
 LJ0147.an estimated accuracy of +/- 6 seconds.
 LJ0147
 LJ0147.The orthometric height was determined by differential leveling and
 LJ0147.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0147.in June 1994.
 LJ0147
 LJ0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0147.GEOID18 height accuracy estimate available here.
 LJ0147
 LJ0147.Click photographs - Photos may exist for this station.
 LJ0147
 LJ0147.The dynamic height is computed by dividing the NAVD 88
 LJ0147.geopotential number by the normal gravity value computed on the
 LJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0147.degrees latitude (g = 980.6199 gals.).
 LJ0147
 LJ0147.The modeled gravity was interpolated from observed gravity values.
 LJ0147
 LJ0147;                    North         East    Units  Estimated Accuracy
 LJ0147;SPC NE       -   104,610.      444,340.      MT  (+/- 180 meters Scaled)
 LJ0147
 LJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL599149(NAD 83)
 LJ0147
 LJ0147                          SUPERSEDED SURVEY CONTROL
 LJ0147
 LJ0147  NAVD 88 (06/15/91)  906.323  (m)         2973.49   (f) SUPERSEDED  2 0
 LJ0147  NGVD 29 (??/??/92)  905.961  (m)         2972.31   (f) ADJ UNCH    2 0
 LJ0147
 LJ0147.Superseded values are not recommended for survey control.
 LJ0147
 LJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0147.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0147
 LJ0147_MARKER: DB = BENCH MARK DISK
 LJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0147_STAMPING: E 28 1934
 LJ0147_MARK LOGO: CGS
 LJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0147+STABILITY: SURFACE MOTION
 LJ0147
 LJ0147  HISTORY     - Date     Condition        Report By
 LJ0147  HISTORY     - 1934     MONUMENTED       CGS
 LJ0147  HISTORY     - 1941     GOOD             CGS
 LJ0147  HISTORY     - 19950619 MARK NOT FOUND   NGS
 LJ0147
 LJ0147                          STATION DESCRIPTION
 LJ0147
 LJ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0147'10.2 MI N FROM MAYWOOD.
 LJ0147'IN LINCOLN COUNTY, 10.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0147'MAYWOOD, FRONTIER COUNTY, 0.1 MILE NORTH OF A SIDE ROAD LEADING
 LJ0147'SOUTH, AT THE NORTH END OF A PROMINENT RIGHT-ANGLE CURVE, 38 FEET
 LJ0147'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE
 LJ0147'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 28 1934 AND SET
 LJ0147'IN THE TOP OF A CONCRETE POST.
 LJ0147
 LJ0147                          STATION RECOVERY (1995)
 LJ0147
 LJ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0147'SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0833 ***********************************************************************
 MK0833  DESIGNATION -  E 280
 MK0833  PID         -  MK0833
 MK0833  STATE/COUNTY-  NE/SARPY
 MK0833  COUNTRY     -  US
 MK0833  USGS QUAD   -  CEDAR CREEK (2017)
 MK0833
 MK0833                         *CURRENT SURVEY CONTROL
 MK0833  ______________________________________________________________________
 MK0833* NAD 83(1986) POSITION- 41 05 36.     (N) 096 01 26.     (W)   SCALED
 MK0833* NAVD 88 ORTHO HEIGHT -   342.520 (meters)     1123.75  (feet) ADJUSTED
 MK0833  ______________________________________________________________________
 MK0833  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 MK0833  DYNAMIC HEIGHT  -        342.383 (meters)     1123.30  (feet) COMP
 MK0833  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 MK0833
 MK0833  VERT ORDER      -  SECOND    CLASS 0
 MK0833
 MK0833.The horizontal coordinates were scaled from a map and have
 MK0833.an estimated accuracy of +/- 6 seconds.
 MK0833
 MK0833.The orthometric height was determined by differential leveling and
 MK0833.adjusted by the NATIONAL GEODETIC SURVEY
 MK0833.in June 1991.
 MK0833
 MK0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0833.GEOID18 height accuracy estimate available here.
 MK0833
 MK0833.Click photographs - Photos may exist for this station.
 MK0833
 MK0833.The dynamic height is computed by dividing the NAVD 88
 MK0833.geopotential number by the normal gravity value computed on the
 MK0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0833.degrees latitude (g = 980.6199 gals.).
 MK0833
 MK0833.The modeled gravity was interpolated from observed gravity values.
 MK0833
 MK0833;                    North         East    Units  Estimated Accuracy
 MK0833;SPC NE       -   147,570.      833,840.      MT  (+/- 180 meters Scaled)
 MK0833
 MK0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL499533(NAD 83)
 MK0833
 MK0833                          SUPERSEDED SURVEY CONTROL
 MK0833
 MK0833  NGVD 29 (??/??/92)  342.425  (m)         1123.44   (f) ADJ UNCH    2 0
 MK0833
 MK0833.Superseded values are not recommended for survey control.
 MK0833
 MK0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0833.See file dsdata.pdf to determine how the superseded data were derived.
 MK0833
 MK0833_MARKER: DB = BENCH MARK DISK
 MK0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0833_STAMPING: E 280 1950
 MK0833_MARK LOGO: CGS
 MK0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0833+STABILITY: SURFACE MOTION
 MK0833
 MK0833  HISTORY     - Date     Condition        Report By
 MK0833  HISTORY     - 1950     MONUMENTED       CGS
 MK0833
 MK0833                          STATION DESCRIPTION
 MK0833
 MK0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0833'6.7 MI W FROM LA PLATTE.
 MK0833'5.45 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MK0833'LA PLATTE, THENCE 1.25 MILES WEST ALONG A GRAVELED ROAD, AT A
 MK0833'T ROAD JUNCTION, IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD,
 MK0833'42 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 28
 MK0833'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 57 FEET
 MK0833'EAST OF TELEPHONE POLE 22, 6 FEET SOUTH OF A POWER POLE, 1.6
 MK0833'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0833'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK0833'1.0 MILE EAST OF BENCH MARK P 280.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0331 ***********************************************************************
 ML0331  DESIGNATION -  E 281
 ML0331  PID         -  ML0331
 ML0331  STATE/COUNTY-  NE/HOWARD
 ML0331  COUNTRY     -  US
 ML0331  USGS QUAD   -  BOELUS (2017)
 ML0331
 ML0331                         *CURRENT SURVEY CONTROL
 ML0331  ______________________________________________________________________
 ML0331* NAD 83(1986) POSITION- 41 04 32.     (N) 098 43 46.     (W)   SCALED
 ML0331* NAVD 88 ORTHO HEIGHT -   590.634 (meters)     1937.77  (feet) ADJUSTED
 ML0331  ______________________________________________________________________
 ML0331  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 ML0331  DYNAMIC HEIGHT  -        590.333 (meters)     1936.78  (feet) COMP
 ML0331  MODELED GRAVITY -    980,094.0   (mgal)                       NAVD 88
 ML0331
 ML0331  VERT ORDER      -  FIRST     CLASS II
 ML0331
 ML0331.The horizontal coordinates were scaled from a map and have
 ML0331.an estimated accuracy of +/- 6 seconds.
 ML0331
 ML0331.The orthometric height was determined by differential leveling and
 ML0331.adjusted by the NATIONAL GEODETIC SURVEY
 ML0331.in June 1991.
 ML0331
 ML0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0331.GEOID18 height accuracy estimate available here.
 ML0331
 ML0331.Click photographs - Photos may exist for this station.
 ML0331
 ML0331.The dynamic height is computed by dividing the NAVD 88
 ML0331.geopotential number by the normal gravity value computed on the
 ML0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0331.degrees latitude (g = 980.6199 gals.).
 ML0331
 ML0331.The modeled gravity was interpolated from observed gravity values.
 ML0331
 ML0331;                    North         East    Units  Estimated Accuracy
 ML0331;SPC NE       -   138,700.      606,740.      MT  (+/- 180 meters Scaled)
 ML0331
 ML0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227471(NAD 83)
 ML0331
 ML0331                          SUPERSEDED SURVEY CONTROL
 ML0331
 ML0331  NGVD 29 (??/??/92)  590.399  (m)         1937.00   (f) ADJ UNCH    1 2
 ML0331
 ML0331.Superseded values are not recommended for survey control.
 ML0331
 ML0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0331.See file dsdata.pdf to determine how the superseded data were derived.
 ML0331
 ML0331_MARKER: DB = BENCH MARK DISK
 ML0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0331_STAMPING: E 281 1949
 ML0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0331+STABILITY: SURFACE MOTION
 ML0331
 ML0331  HISTORY     - Date     Condition        Report By
 ML0331  HISTORY     - 1949     MONUMENTED       CGS
 ML0331  HISTORY     - 1966     GOOD             CGS
 ML0331
 ML0331                          STATION DESCRIPTION
 ML0331
 ML0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0331'0.7 MI W FROM BOELUS.
 ML0331'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0331'RAILROAD STATION AT BOELUS, AT A T-JUNCTION OF ROADS, 41 FEET
 ML0331'NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 ML0331'LINE OF THE ROAD LEADING NORTH, AT THE SOUTHWEST CORNER OF SECTION
 ML0331'20, T. 13 N., R. 12 W., 9 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 ML0331'SOUTHWEST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN
 ML0331'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0331'0.2 FOOT ABOVE THE GROUND.  NOTE-- A METAL WITNESS POST WAS SET
 ML0331'1 FOOT SOUTH OF THE MARK.
 ML0331
 ML0331                          STATION RECOVERY (1966)
 ML0331
 ML0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0266 ***********************************************************************
 ML0266  DESIGNATION -  E 282
 ML0266  PID         -  ML0266
 ML0266  STATE/COUNTY-  NE/HOWARD
 ML0266  COUNTRY     -  US
 ML0266  USGS QUAD   -  SAINT PAUL (2017)
 ML0266
 ML0266                         *CURRENT SURVEY CONTROL
 ML0266  ______________________________________________________________________
 ML0266* NAD 83(1986) POSITION- 41 12 23.     (N) 098 27 55.     (W)   SCALED
 ML0266* NAVD 88 ORTHO HEIGHT -   553.072 (meters)     1814.54  (feet) ADJUSTED
 ML0266  ______________________________________________________________________
 ML0266  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 ML0266  DYNAMIC HEIGHT  -        552.793 (meters)     1813.62  (feet) COMP
 ML0266  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 ML0266
 ML0266  VERT ORDER      -  SECOND    CLASS 0
 ML0266
 ML0266.The horizontal coordinates were scaled from a map and have
 ML0266.an estimated accuracy of +/- 6 seconds.
 ML0266
 ML0266.The orthometric height was determined by differential leveling and
 ML0266.adjusted by the NATIONAL GEODETIC SURVEY
 ML0266.in June 1991.
 ML0266
 ML0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0266.GEOID18 height accuracy estimate available here.
 ML0266
 ML0266.Click photographs - Photos may exist for this station.
 ML0266
 ML0266.The dynamic height is computed by dividing the NAVD 88
 ML0266.geopotential number by the normal gravity value computed on the
 ML0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0266.degrees latitude (g = 980.6199 gals.).
 ML0266
 ML0266.The modeled gravity was interpolated from observed gravity values.
 ML0266
 ML0266;                    North         East    Units  Estimated Accuracy
 ML0266;SPC NE       -   153,590.      628,670.      MT  (+/- 180 meters Scaled)
 ML0266
 ML0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL448618(NAD 83)
 ML0266
 ML0266                          SUPERSEDED SURVEY CONTROL
 ML0266
 ML0266  NGVD 29 (??/??/92)  552.827  (m)         1813.73   (f) ADJ UNCH    2 0
 ML0266
 ML0266.Superseded values are not recommended for survey control.
 ML0266
 ML0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0266.See file dsdata.pdf to determine how the superseded data were derived.
 ML0266
 ML0266_MARKER: DB = BENCH MARK DISK
 ML0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0266_STAMPING: E 282 1949
 ML0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0266+STABILITY: SURFACE MOTION
 ML0266
 ML0266  HISTORY     - Date     Condition        Report By
 ML0266  HISTORY     - 1949     MONUMENTED       CGS
 ML0266  HISTORY     - 20100601 MARK NOT FOUND   NEGS
 ML0266
 ML0266                          STATION DESCRIPTION
 ML0266
 ML0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0266'1 MI SW FROM ST PAUL.
 ML0266'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0266'ST. PAUL, THENCE 0.4 MILE WEST ALONG A COUNTY ROAD, 0.5 MILE
 ML0266'SOUTH OF THE ST. PAUL HIGH SCHOOL, IN THE SOUTHEAST QUARTER
 ML0266'OF A ROAD CROSSING, 46 FEET SOUTH OF THE CENTER LINE OF THE
 ML0266'EAST-WEST ROAD, 54 FEET EAST OF THE CENTER LINE OF THE
 ML0266'NORTH-SOUTH ROAD, 2.4 FEET NORTHEAST OF THE NORTHWEST CORNER
 ML0266'FENCE POST OF A WIRE GUARD FENCE AROUND A R.E.A. TRANSFORMER
 ML0266'STATION, 1.6 FEET NORTH OF THE NORTH FENCE, SET IN THE TOP OF A
 ML0266'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT
 ML0266'ABOVE THE GROUND.
 ML0266
 ML0266                          STATION RECOVERY (2010)
 ML0266
 ML0266'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0438 ***********************************************************************
 ML0438  DESIGNATION -  E 283
 ML0438  PID         -  ML0438
 ML0438  STATE/COUNTY-  NE/HOWARD
 ML0438  COUNTRY     -  US
 ML0438  USGS QUAD   -  NYSTED (2017)
 ML0438
 ML0438                         *CURRENT SURVEY CONTROL
 ML0438  ______________________________________________________________________
 ML0438* NAD 83(1986) POSITION- 41 10 43.     (N) 098 36 52.     (W)   SCALED
 ML0438* NAVD 88 ORTHO HEIGHT -   586.035 (meters)     1922.68  (feet) ADJUSTED
 ML0438  ______________________________________________________________________
 ML0438  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 ML0438  DYNAMIC HEIGHT  -        585.738 (meters)     1921.71  (feet) COMP
 ML0438  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0438
 ML0438  VERT ORDER      -  SECOND    CLASS 0
 ML0438
 ML0438.The horizontal coordinates were scaled from a map and have
 ML0438.an estimated accuracy of +/- 6 seconds.
 ML0438
 ML0438.The orthometric height was determined by differential leveling and
 ML0438.adjusted by the NATIONAL GEODETIC SURVEY
 ML0438.in June 1991.
 ML0438
 ML0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0438.GEOID18 height accuracy estimate available here.
 ML0438
 ML0438.Click photographs - Photos may exist for this station.
 ML0438
 ML0438.The dynamic height is computed by dividing the NAVD 88
 ML0438.geopotential number by the normal gravity value computed on the
 ML0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0438.degrees latitude (g = 980.6199 gals.).
 ML0438
 ML0438.The modeled gravity was interpolated from observed gravity values.
 ML0438
 ML0438;                    North         East    Units  Estimated Accuracy
 ML0438;SPC NE       -   150,290.      616,220.      MT  (+/- 180 meters Scaled)
 ML0438
 ML0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323586(NAD 83)
 ML0438
 ML0438                          SUPERSEDED SURVEY CONTROL
 ML0438
 ML0438  NGVD 29 (??/??/92)  585.788  (m)         1921.87   (f) ADJ UNCH    2 0
 ML0438
 ML0438.Superseded values are not recommended for survey control.
 ML0438
 ML0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0438.See file dsdata.pdf to determine how the superseded data were derived.
 ML0438
 ML0438_MARKER: DB = BENCH MARK DISK
 ML0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0438_STAMPING: E 283 1949
 ML0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0438+STABILITY: SURFACE MOTION
 ML0438
 ML0438  HISTORY     - Date     Condition        Report By
 ML0438  HISTORY     - 1949     MONUMENTED       CGS
 ML0438
 ML0438                          STATION DESCRIPTION
 ML0438
 ML0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0438'3 MI N FROM NYSTED.
 ML0438'3.0 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0438'NYSTED, 0.1 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION 18,
 ML0438'T. 14 N., R. 11 W., 0.1 MILE SOUTH OF A STEEL BRIDGE, 30 FEET
 ML0438'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE THIRD
 ML0438'POWER LINE POLE NORTH OF A T-JUNCTION OF THE NORTH-SOUTH ROAD AND
 ML0438'A SIDE ROAD LEADING WEST, 0.7 FOOT EAST OF A FENCE, 1.5 FEET
 ML0438'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0438'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0438'NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES SOUTH OF BENCH MARK
 ML0438'D 283.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1517 ***********************************************************************
 LH1517  DESIGNATION -  E 284 RESET
 LH1517  PID         -  LH1517
 LH1517  STATE/COUNTY-  NE/HALL
 LH1517  COUNTRY     -  US
 LH1517  USGS QUAD   -  ABBOTT (2017)
 LH1517
 LH1517                         *CURRENT SURVEY CONTROL
 LH1517  ______________________________________________________________________
 LH1517* NAD 83(1986) POSITION- 40 57 22.47   (N) 098 23 51.33   (W)   HD_HELD1
 LH1517* NAVD 88 ORTHO HEIGHT -   570.49  (meters)     1871.7   (feet) RESET
 LH1517  ______________________________________________________________________
 LH1517  GEOID HEIGHT    -        -24.946 (meters)                     GEOID18
 LH1517  VERT ORDER      -  THIRD
 LH1517
 LH1517.The horizontal coordinates were determined by differentially corrected
 LH1517.hand held GPS observations or other comparable positioning techniques
 LH1517.and have an estimated accuracy of +/- 3 meters.
 LH1517
 LH1517.The orthometric height was computed from unverified reset data.
 LH1517
 LH1517.No vertical observational check was made to the station.
 LH1517
 LH1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1517.GEOID18 height accuracy estimate available here.
 LH1517
 LH1517.Click photographs - Photos may exist for this station.
 LH1517
 LH1517;                    North         East    Units  Estimated Accuracy
 LH1517;SPC NE       -   125,922.6     634,860.4     MT  (+/- 3 meters HH1 GPS) 
 LH1517
 LH1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5069734074(NAD 83)
 LH1517
 LH1517                          SUPERSEDED SURVEY CONTROL
 LH1517
 LH1517  NGVD 29 (01/31/13)  570.25   (m)         1870.9    (f) RESET       3  
 LH1517
 LH1517.Superseded values are not recommended for survey control.
 LH1517
 LH1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1517.See file dsdata.pdf to determine how the superseded data were derived.
 LH1517
 LH1517_MARKER: DV = VERTICAL CONTROL DISK
 LH1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1517_STAMPING: E 284 RESET 1983
 LH1517_MARK LOGO: NGS
 LH1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1517+STABILITY: SURFACE MOTION
 LH1517
 LH1517  HISTORY     - Date     Condition        Report By
 LH1517  HISTORY     - 1983     MONUMENTED       NGS
 LH1517
 LH1517                          STATION DESCRIPTION
 LH1517
 LH1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1517'1.21 KM (0.75 MI) WEST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LH1517'US HIGHWAY 281 IN THE NORTHWEST PART OF GRAND ISLAND, AT THE
 LH1517'INTERSECTION WITH NORTH ROAD, 32.00 M (104.99 FT) SOUTHWEST OF THE
 LH1517'CENTERLINE OF THE HIGHWAY, 27.45 M (90.06 FT) EAST OF THE CENTERLINE
 LH1517'OF NORTH ROAD, 18.09 M (59.35 FT) SOUTHEAST OF A FENCE CORNER POST,
 LH1517'0.46 M (1.51 FT) NORTHWEST OF A WITNESS POST, 0.30 M (0.98 FT)
 LH1517'NORTHEAST OF A FENCE, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LH1517'THAT IS FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH NORTH
 LH1517'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0054 ***********************************************************************
 LH0054  DESIGNATION -  E 285
 LH0054  PID         -  LH0054
 LH0054  STATE/COUNTY-  NE/HALL
 LH0054  COUNTRY     -  US
 LH0054  USGS QUAD   -  GRAND ISLAND (2017)
 LH0054
 LH0054                         *CURRENT SURVEY CONTROL
 LH0054  ______________________________________________________________________
 LH0054* NAD 83(1986) POSITION- 40 53 39.     (N) 098 20 09.     (W)   SCALED
 LH0054* NAVD 88 ORTHO HEIGHT -   563.843 (meters)     1849.87  (feet) ADJUSTED
 LH0054  ______________________________________________________________________
 LH0054  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 LH0054  DYNAMIC HEIGHT  -        563.545 (meters)     1848.90  (feet) COMP
 LH0054  MODELED GRAVITY -    980,077.3   (mgal)                       NAVD 88
 LH0054
 LH0054  VERT ORDER      -  FIRST     CLASS II
 LH0054
 LH0054.The horizontal coordinates were scaled from a map and have
 LH0054.an estimated accuracy of +/- 6 seconds.
 LH0054
 LH0054.The orthometric height was determined by differential leveling and
 LH0054.adjusted by the NATIONAL GEODETIC SURVEY
 LH0054.in June 1991.
 LH0054
 LH0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0054.GEOID18 height accuracy estimate available here.
 LH0054
 LH0054.Click photographs - Photos may exist for this station.
 LH0054
 LH0054.The dynamic height is computed by dividing the NAVD 88
 LH0054.geopotential number by the normal gravity value computed on the
 LH0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0054.degrees latitude (g = 980.6199 gals.).
 LH0054
 LH0054.The modeled gravity was interpolated from observed gravity values.
 LH0054
 LH0054;                    North         East    Units  Estimated Accuracy
 LH0054;SPC NE       -   119,130.      640,190.      MT  (+/- 180 meters Scaled)
 LH0054
 LH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL559272(NAD 83)
 LH0054
 LH0054                          SUPERSEDED SURVEY CONTROL
 LH0054
 LH0054  NGVD 29 (??/??/92)  563.599  (m)         1849.07   (f) ADJ UNCH    1 2
 LH0054
 LH0054.Superseded values are not recommended for survey control.
 LH0054
 LH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0054.See file dsdata.pdf to determine how the superseded data were derived.
 LH0054
 LH0054_MARKER: DB = BENCH MARK DISK
 LH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0054_STAMPING: E 285 1949
 LH0054_MARK LOGO: CGS
 LH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0054+STABILITY: SURFACE MOTION
 LH0054
 LH0054  HISTORY     - Date     Condition        Report By
 LH0054  HISTORY     - 1949     MONUMENTED       CGS
 LH0054
 LH0054                          STATION DESCRIPTION
 LH0054
 LH0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0054'5.3 MI S FROM GRAND ISLAND.
 LH0054'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0054'AT GRAND ISLAND, THENCE 1.5 MILES EAST ALONG A COUNTY ROAD,
 LH0054'THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAYS NO. 34 AND 281 AND
 LH0054'STATE HIGHWAY NO. 2, AT THE NEW CENTRAL AIRPORT, 190 FEET NORTH
 LH0054'OF THE CENTER LINE OF THE EAST-WEST RUNWAY, 147 FEET NORTHEAST
 LH0054'OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST RUNWAY, 14 FEET
 LH0054'SOUTHEAST OF THE CENTER LINE OF A GATE, 1.4 FEET NORTHEAST OF
 LH0054'A FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 LH0054'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 LH0054'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0487 ***********************************************************************
 LH0487  DESIGNATION -  E 287
 LH0487  PID         -  LH0487
 LH0487  STATE/COUNTY-  NE/BUFFALO
 LH0487  COUNTRY     -  US
 LH0487  USGS QUAD   -  DENMAN (2017)
 LH0487
 LH0487                         *CURRENT SURVEY CONTROL
 LH0487  ______________________________________________________________________
 LH0487* NAD 83(1986) POSITION- 40 42 44.     (N) 098 44 24.     (W)   SCALED
 LH0487* NAVD 88 ORTHO HEIGHT -   615.880 (meters)     2020.60  (feet) ADJUSTED
 LH0487  ______________________________________________________________________
 LH0487  GEOID HEIGHT    -        -24.791 (meters)                     GEOID18
 LH0487  DYNAMIC HEIGHT  -        615.538 (meters)     2019.48  (feet) COMP
 LH0487  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 LH0487
 LH0487  VERT ORDER      -  SECOND    CLASS 0
 LH0487
 LH0487.The horizontal coordinates were scaled from a map and have
 LH0487.an estimated accuracy of +/- 6 seconds.
 LH0487
 LH0487.The orthometric height was determined by differential leveling and
 LH0487.adjusted by the NATIONAL GEODETIC SURVEY
 LH0487.in June 1991.
 LH0487
 LH0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0487.GEOID18 height accuracy estimate available here.
 LH0487
 LH0487.Click photographs - Photos may exist for this station.
 LH0487
 LH0487.The dynamic height is computed by dividing the NAVD 88
 LH0487.geopotential number by the normal gravity value computed on the
 LH0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0487.degrees latitude (g = 980.6199 gals.).
 LH0487
 LH0487.The modeled gravity was interpolated from observed gravity values.
 LH0487
 LH0487;                    North         East    Units  Estimated Accuracy
 LH0487;SPC NE       -    98,360.      606,440.      MT  (+/- 180 meters Scaled)
 LH0487
 LH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219068(NAD 83)
 LH0487
 LH0487                          SUPERSEDED SURVEY CONTROL
 LH0487
 LH0487  NGVD 29 (??/??/92)  615.626  (m)         2019.77   (f) ADJ UNCH    2 0
 LH0487
 LH0487.Superseded values are not recommended for survey control.
 LH0487
 LH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0487.See file dsdata.pdf to determine how the superseded data were derived.
 LH0487
 LH0487_MARKER: DB = BENCH MARK DISK
 LH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0487_STAMPING: E 287 1949
 LH0487_MARK LOGO: CGS
 LH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0487+STABILITY: SURFACE MOTION
 LH0487
 LH0487  HISTORY     - Date     Condition        Report By
 LH0487  HISTORY     - 1949     MONUMENTED       CGS
 LH0487
 LH0487                          STATION DESCRIPTION
 LH0487
 LH0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0487'5 MI SW FROM SHELTON.
 LH0487'0.35 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0487'STATION AT SHELTON, THENCE 4.65 MILES SOUTH ALONG A GRAVELED
 LH0487'ROAD, 0.1 MILE SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE
 LH0487'MIDDLE CHANNEL OF THE PLATTE RIVER AND IN THE NORTHWEST CORNER
 LH0487'OF A HAY FIELD, 123 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LH0487'105.0 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 61 FEET
 LH0487'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 16.0
 LH0487'FEET WEST OF A 14-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON
 LH0487'THE WEST SIDE OF THE TREE, 2.0 FEET NORTH OF A FENCE, 2.0 FEET
 LH0487'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 LH0487'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0382 ***********************************************************************
 LH0382  DESIGNATION -  E 288
 LH0382  PID         -  LH0382
 LH0382  STATE/COUNTY-  NE/ADAMS
 LH0382  COUNTRY     -  US
 LH0382  USGS QUAD   -  HOLSTEIN (2017)
 LH0382
 LH0382                         *CURRENT SURVEY CONTROL
 LH0382  ______________________________________________________________________
 LH0382* NAD 83(1986) POSITION- 40 29 42.61   (N) 098 43 26.04   (W)   HD_HELD1
 LH0382* NAVD 88 ORTHO HEIGHT -   610.790 (meters)     2003.90  (feet) ADJUSTED
 LH0382  ______________________________________________________________________
 LH0382  GEOID HEIGHT    -        -25.196 (meters)                     GEOID18
 LH0382  DYNAMIC HEIGHT  -        610.435 (meters)     2002.74  (feet) COMP
 LH0382  MODELED GRAVITY -    980,022.9   (mgal)                       NAVD 88
 LH0382
 LH0382  VERT ORDER      -  SECOND    CLASS 0
 LH0382
 LH0382.The horizontal coordinates were determined by differentially corrected
 LH0382.hand held GPS observations or other comparable positioning techniques
 LH0382.and have an estimated accuracy of +/- 3 meters.
 LH0382
 LH0382.The orthometric height was determined by differential leveling and
 LH0382.adjusted by the NATIONAL GEODETIC SURVEY
 LH0382.in June 1991.
 LH0382
 LH0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0382.GEOID18 height accuracy estimate available here.
 LH0382
 LH0382.Click photographs - Photos may exist for this station.
 LH0382
 LH0382.The dynamic height is computed by dividing the NAVD 88
 LH0382.geopotential number by the normal gravity value computed on the
 LH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0382.degrees latitude (g = 980.6199 gals.).
 LH0382
 LH0382.The modeled gravity was interpolated from observed gravity values.
 LH0382
 LH0382;                    North         East    Units  Estimated Accuracy
 LH0382;SPC NE       -    74,282.2     608,155.7     MT  (+/- 3 meters HH1 GPS) 
 LH0382
 LH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2339682755(NAD 83)
 LH0382
 LH0382                          SUPERSEDED SURVEY CONTROL
 LH0382
 LH0382  NGVD 29 (??/??/92)  610.541  (m)         2003.08   (f) ADJ UNCH    2 0
 LH0382
 LH0382.Superseded values are not recommended for survey control.
 LH0382
 LH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0382.See file dsdata.pdf to determine how the superseded data were derived.
 LH0382
 LH0382_MARKER: DB = BENCH MARK DISK
 LH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0382_STAMPING: E 288 1949
 LH0382_MARK LOGO: CGS
 LH0382_PROJECTION: PROJECTING 13 CENTIMETERS
 LH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0382+STABILITY: SURFACE MOTION
 LH0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0382+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 LH0382
 LH0382  HISTORY     - Date     Condition        Report By
 LH0382  HISTORY     - 1949     MONUMENTED       CGS
 LH0382  HISTORY     - 20200615 GOOD             NEGS
 LH0382
 LH0382                          STATION DESCRIPTION
 LH0382
 LH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0382'6.9 MI NE FROM NORMAN.
 LH0382'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0382'SCHOOL AT NORMAN, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY 74,
 LH0382'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 LH0382'WEST ALONG A DIRT ROAD, 40 FEET EAST OF THE CENTER LINE OF THE
 LH0382'ROAD LEADING NORTH, 30 FEET SOUTH OF THE CENTER LINE OF A ROAD
 LH0382'LEADING EAST, 7.0 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT NORTH
 LH0382'OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE
 LH0382'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0382'GROUND.  NOTE-- THIS MARK IS 1.0 MILE NORTH THROUGH A PASTURE
 LH0382'AND ALONG THE ADAMS AND KEARNEY COUNTY LINE FROM BENCH MARK
 LH0382'D 288 1949 AND THERE IS NO ROAD BETWEEN THE TWO MARKS.
 LH0382
 LH0382                          STATION RECOVERY (2020)
 LH0382
 LH0382'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0382'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 74 AND MAIN AVENUE IN
 LH0382'NORMAN, NE., GO EAST ON NE. HIGHWAY 74 FOR 2.5 MI (4.0 KM) TO THE
 LH0382'INTERSECTION CO.  ROAD 43.  TURN NORTH (LEFT) ONTO CO.  ROAD 43 AND GO
 LH0382'NORTH FOR 2 MI (3.2 KM) TO THE INTERSECTION WITH CO.  ROAD M (WEST
 LH0382'ASSUMPTION ROAD).  TURN EAST (RIGHT) AND GO 1 MI (1.6 KM) TO THE
 LH0382'INTERSECTION WITH S DENMAN AVE.  (CO.  ROAD.  13).  TURN SOUTH (RIGHT)
 LH0382'ONTO S DENMAN AVENUE AND FOLLOW MIN. MAINTENENCE ROAD FOR 1 MILE.  THE
 LH0382'MONUMENT IS LOCATED IN THE EAST WEST FENCE LINE IN THE SOUTHEAST
 LH0382'CORNER OF THE SECTION.
 LH0382'
 LH0382'THE MONUMENT IS APPROXIMATELY 42 FT (12.8 M) SOUTH OF A CORNER POST IN
 LH0382'THE NORTHEAST CORNER OF THE INTERSECTION, 9 FT (2.7 M) WEST OF A
 LH0382'WOODEN FENCE POST IN THE EAST WEST FENCE LINE AND 7 FT (2.1 M) EAST OF
 LH0382'A CORNER POST IN THE SOUTHEAST CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0937 ***********************************************************************
 LH0937  DESIGNATION -  E 289 RESET
 LH0937  PID         -  LH0937
 LH0937  STATE/COUNTY-  NE/BUFFALO
 LH0937  COUNTRY     -  US
 LH0937  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0937
 LH0937                         *CURRENT SURVEY CONTROL
 LH0937  ______________________________________________________________________
 LH0937* NAD 83(1986) POSITION- 40 41 29.40   (N) 098 50 48.95   (W)   HD_HELD1
 LH0937* NAVD 88 ORTHO HEIGHT -   628.99  (meters)     2063.6   (feet) RESET
 LH0937  ______________________________________________________________________
 LH0937  GEOID HEIGHT    -        -24.695 (meters)                     GEOID18
 LH0937  VERT ORDER      -  THIRD
 LH0937
 LH0937.The horizontal coordinates were determined by differentially corrected
 LH0937.hand held GPS observations or other comparable positioning techniques
 LH0937.and have an estimated accuracy of +/- 3 meters.
 LH0937
 LH0937.The orthometric height was computed from unverified reset data.
 LH0937
 LH0937.No vertical observational check was made to the station.
 LH0937
 LH0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0937.GEOID18 height accuracy estimate available here.
 LH0937
 LH0937.Click photographs - Photos may exist for this station.
 LH0937
 LH0937;                    North         East    Units  Estimated Accuracy
 LH0937;SPC NE       -    95,930.9     597,438.2     MT  (+/- 3 meters HH1 GPS) 
 LH0937
 LH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1293304522(NAD 83)
 LH0937
 LH0937                          SUPERSEDED SURVEY CONTROL
 LH0937
 LH0937  NGVD 29 (01/31/13)  628.73   (m)         2062.8    (f) RESET       3  
 LH0937
 LH0937.Superseded values are not recommended for survey control.
 LH0937
 LH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0937.See file dsdata.pdf to determine how the superseded data were derived.
 LH0937
 LH0937_MARKER: DV = VERTICAL CONTROL DISK
 LH0937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0937_SP_SET: ABUTMENT
 LH0937_STAMPING: E 289 RESET 1979
 LH0937_MARK LOGO: NGS
 LH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0937+STABILITY: SURFACE MOTION
 LH0937
 LH0937  HISTORY     - Date     Condition        Report By
 LH0937  HISTORY     - 1979     MONUMENTED       NEDR
 LH0937
 LH0937                          STATION DESCRIPTION
 LH0937
 LH0937'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1979
 LH0937'3.8 MI SOUTH FROM GIBBON.
 LH0937'3.8 MILES SOUTH ALONG A ASPHALT ROAD FROM THE HIGH SCHOOL IN GIBBON,
 LH0937'IN THE EAST WING WALL OF THE NORTH ABUTMENT OF THE BRIDGE ACROSS
 LH0937'THE PLATTE RIVER, APPROXIMATELY 17 FEET EAST OF THE CENTERLINE OF
 LH0937'THE ROAD, APPROXIMATELY 2 FEET NORTHEAST OF THE NORTH END OF THE
 LH0937'EAST CONCRETE HANDRAIL.
 LH0937'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0449 ***********************************************************************
 ML0449  DESIGNATION -  E 291
 ML0449  PID         -  ML0449
 ML0449  STATE/COUNTY-  NE/BUFFALO
 ML0449  COUNTRY     -  US
 ML0449  USGS QUAD   -  ROCKVILLE (2017)
 ML0449
 ML0449                         *CURRENT SURVEY CONTROL
 ML0449  ______________________________________________________________________
 ML0449* NAD 83(1986) POSITION- 41 00 11.     (N) 098 48 26.     (W)   SCALED
 ML0449* NAVD 88 ORTHO HEIGHT -   624.827 (meters)     2049.95  (feet) ADJUSTED
 ML0449  ______________________________________________________________________
 ML0449  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 ML0449  DYNAMIC HEIGHT  -        624.492 (meters)     2048.85  (feet) COMP
 ML0449  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 ML0449
 ML0449  VERT ORDER      -  SECOND    CLASS 0
 ML0449
 ML0449.The horizontal coordinates were scaled from a map and have
 ML0449.an estimated accuracy of +/- 6 seconds.
 ML0449
 ML0449.The orthometric height was determined by differential leveling and
 ML0449.adjusted by the NATIONAL GEODETIC SURVEY
 ML0449.in June 1991.
 ML0449
 ML0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0449.GEOID18 height accuracy estimate available here.
 ML0449
 ML0449.Click photographs - Photos may exist for this station.
 ML0449
 ML0449.The dynamic height is computed by dividing the NAVD 88
 ML0449.geopotential number by the normal gravity value computed on the
 ML0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0449.degrees latitude (g = 980.6199 gals.).
 ML0449
 ML0449.The modeled gravity was interpolated from observed gravity values.
 ML0449
 ML0449;                    North         East    Units  Estimated Accuracy
 ML0449;SPC NE       -   130,560.      600,320.      MT  (+/- 180 meters Scaled)
 ML0449
 ML0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL162391(NAD 83)
 ML0449
 ML0449                          SUPERSEDED SURVEY CONTROL
 ML0449
 ML0449  NGVD 29 (??/??/92)  624.578  (m)         2049.14   (f) ADJ UNCH    2 0
 ML0449
 ML0449.Superseded values are not recommended for survey control.
 ML0449
 ML0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0449.See file dsdata.pdf to determine how the superseded data were derived.
 ML0449
 ML0449_MARKER: DB = BENCH MARK DISK
 ML0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0449_STAMPING: E 291 1949
 ML0449_MARK LOGO: CGS
 ML0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0449+STABILITY: SURFACE MOTION
 ML0449
 ML0449  HISTORY     - Date     Condition        Report By
 ML0449  HISTORY     - 1949     MONUMENTED       CGS
 ML0449  HISTORY     - 19920915 GOOD             NEDR
 ML0449
 ML0449                          STATION DESCRIPTION
 ML0449
 ML0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0449'4.4 MI SW FROM ST MICHAEL.
 ML0449'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0449'ST. MICHAEL, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY NO. 2,
 ML0449'0.5 MILE WEST OF THE NORTHEAST CORNER OF SECTION 20, T. 12 N.,
 ML0449'R. 13 W, 136 FEET EAST OF TELEPHONE POLE NO. 1089, 40 FEET
 ML0449'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF
 ML0449'TELEPHONE POLE NO. 1088, 0.8 FOOT NORTH OF A FENCE, 1.6 FEET
 ML0449'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0449'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0449
 ML0449                          STATION RECOVERY (1992)
 ML0449
 ML0449'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0449'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0449'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1208 ***********************************************************************
 ML1208  DESIGNATION -  E 291 RESET
 ML1208  PID         -  ML1208
 ML1208  STATE/COUNTY-  NE/BUFFALO
 ML1208  COUNTRY     -  US
 ML1208  USGS QUAD   -  ROCKVILLE (2017)
 ML1208
 ML1208                         *CURRENT SURVEY CONTROL
 ML1208  ______________________________________________________________________
 ML1208* NAD 83(1986) POSITION- 41 00 11.     (N) 098 48 26.     (W)   SCALED
 ML1208* NAVD 88 ORTHO HEIGHT -   624.24  (meters)     2048.0   (feet) RESET
 ML1208  ______________________________________________________________________
 ML1208  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 ML1208  VERT ORDER      -  THIRD
 ML1208
 ML1208.The horizontal coordinates were scaled from a map and have
 ML1208.an estimated accuracy of +/- 6 seconds.
 ML1208
 ML1208.The orthometric height was computed from unverified reset data.
 ML1208
 ML1208.No vertical observational check was made to the station.
 ML1208
 ML1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1208.GEOID18 height accuracy estimate available here.
 ML1208
 ML1208.Click photographs - Photos may exist for this station.
 ML1208
 ML1208;                    North         East    Units  Estimated Accuracy
 ML1208;SPC NE       -   130,560.      600,320.      MT  (+/- 180 meters Scaled)
 ML1208
 ML1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL162391(NAD 83)
 ML1208
 ML1208                          SUPERSEDED SURVEY CONTROL
 ML1208
 ML1208  NGVD 29 (01/31/13)  624.00   (m)         2047.2    (f) RESET       3  
 ML1208
 ML1208.Superseded values are not recommended for survey control.
 ML1208
 ML1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1208.See file dsdata.pdf to determine how the superseded data were derived.
 ML1208
 ML1208_MARKER: DV = VERTICAL CONTROL DISK
 ML1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1208_STAMPING: E 291 RESET 1992
 ML1208_MARK LOGO: NGS
 ML1208_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1208+STABILITY: SURFACE MOTION
 ML1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1208+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1208
 ML1208  HISTORY     - Date     Condition        Report By
 ML1208  HISTORY     - 1992     MONUMENTED       NEDR
 ML1208
 ML1208                          STATION DESCRIPTION
 ML1208
 ML1208'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1208'ABOUT 9.41 KM (5.85 MI) EAST FROM RAVENNA, 7.64 KM (4.75 MI) WEST
 ML1208'FROM THE HALL BUFFALO COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1208'HIGHWAY 2, NEAR THE SOUTHWEST CORNER OF THE SE1/4, SEC17, T12N, R13W
 ML1208'AND AT HIGHWAY MILE MARKER 333.2 FROM THE JUNCTION OF STATE HIGHWAYS
 ML1208'2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND EAST ON
 ML1208'HIGHWAY 2 FOR 9.41 KM (5.85 MI) TO THE MARK ON THE LEFT, SET INTO THE
 ML1208'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FT (0.1 M)
 ML1208'ABOVE THE GROUND SURFACE.  IT IS 22.25 M (73.00 FT) NORTH FROM THE
 ML1208'CENTERLINE OF THE HIGHWAY, 15.24 M (50.00 FT) EAST FROM THE
 ML1208'CENTERLINE OF A FIELD ENTRANCE AND 0.3 M (1.0 FT) SOUTH FROM A
 ML1208'WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0413 ***********************************************************************
 LH0413  DESIGNATION -  E 292
 LH0413  PID         -  LH0413
 LH0413  STATE/COUNTY-  NE/BUFFALO
 LH0413  COUNTRY     -  US
 LH0413  USGS QUAD   -  CAMERON (2017)
 LH0413
 LH0413                         *CURRENT SURVEY CONTROL
 LH0413  ______________________________________________________________________
 LH0413* NAD 83(1986) POSITION- 40 57 36.     (N) 098 44 26.     (W)   SCALED
 LH0413* NAVD 88 ORTHO HEIGHT -   622.412 (meters)     2042.03  (feet) ADJUSTED
 LH0413  ______________________________________________________________________
 LH0413  GEOID HEIGHT    -        -24.501 (meters)                     GEOID18
 LH0413  DYNAMIC HEIGHT  -        622.079 (meters)     2040.94  (feet) COMP
 LH0413  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 LH0413
 LH0413  VERT ORDER      -  FIRST     CLASS II
 LH0413
 LH0413.The horizontal coordinates were scaled from a map and have
 LH0413.an estimated accuracy of +/- 6 seconds.
 LH0413
 LH0413.The orthometric height was determined by differential leveling and
 LH0413.adjusted by the NATIONAL GEODETIC SURVEY
 LH0413.in June 1991.
 LH0413
 LH0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0413.GEOID18 height accuracy estimate available here.
 LH0413
 LH0413.Click photographs - Photos may exist for this station.
 LH0413
 LH0413.The dynamic height is computed by dividing the NAVD 88
 LH0413.geopotential number by the normal gravity value computed on the
 LH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0413.degrees latitude (g = 980.6199 gals.).
 LH0413
 LH0413.The modeled gravity was interpolated from observed gravity values.
 LH0413
 LH0413;                    North         East    Units  Estimated Accuracy
 LH0413;SPC NE       -   125,860.      605,990.      MT  (+/- 180 meters Scaled)
 LH0413
 LH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218343(NAD 83)
 LH0413
 LH0413                          SUPERSEDED SURVEY CONTROL
 LH0413
 LH0413  NGVD 29 (??/??/92)  622.161  (m)         2041.21   (f) ADJ UNCH    1 2
 LH0413
 LH0413.Superseded values are not recommended for survey control.
 LH0413
 LH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0413.See file dsdata.pdf to determine how the superseded data were derived.
 LH0413
 LH0413_MARKER: DB = BENCH MARK DISK
 LH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0413_STAMPING: E 292 1949
 LH0413_MARK LOGO: CGS
 LH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0413+STABILITY: SURFACE MOTION
 LH0413
 LH0413  HISTORY     - Date     Condition        Report By
 LH0413  HISTORY     - 1949     MONUMENTED       CGS
 LH0413  HISTORY     - 1960     MARK NOT FOUND   CGS
 LH0413
 LH0413                          STATION DESCRIPTION
 LH0413
 LH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0413'5.6 MI S FROM ST MICHAEL.
 LH0413'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0413'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0413'THENCE 3.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE NORTHWEST
 LH0413'CORNER OF SECTION 1, T. 11 N., R. 13 W., IN THE SOUTHEAST
 LH0413'QUARTER OF A PUBLIC ROAD CROSSING, 36 FEET EAST OF THE CENTER
 LH0413'LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER LINE
 LH0413'OF THE EAST-WEST ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 LH0413'THE EAST END OF A PIPE CULVERT, 2.2 FEET EAST OF A TELEPHONE
 LH0413'POLE, 1.3 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 LH0413'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0413'ABOVE THE GROUND.
 LH0413
 LH0413                          STATION RECOVERY (1960)
 LH0413
 LH0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LH0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0644 ***********************************************************************
 LH0644  DESIGNATION -  E 293
 LH0644  PID         -  LH0644
 LH0644  STATE/COUNTY-  NE/BUFFALO
 LH0644  COUNTRY     -  US
 LH0644  USGS QUAD   -  PLEASANTON SE (2017)
 LH0644
 LH0644                         *CURRENT SURVEY CONTROL
 LH0644  ______________________________________________________________________
 LH0644* NAD 83(1986) POSITION- 40 45 54.     (N) 099 07 19.     (W)   SCALED
 LH0644* NAVD 88 ORTHO HEIGHT -   660.004 (meters)     2165.36  (feet) ADJUSTED
 LH0644  ______________________________________________________________________
 LH0644  GEOID HEIGHT    -        -24.275 (meters)                     GEOID18
 LH0644  DYNAMIC HEIGHT  -        659.633 (meters)     2164.15  (feet) COMP
 LH0644  MODELED GRAVITY -    980,041.6   (mgal)                       NAVD 88
 LH0644
 LH0644  VERT ORDER      -  SECOND    CLASS 0
 LH0644
 LH0644.The horizontal coordinates were scaled from a map and have
 LH0644.an estimated accuracy of +/- 6 seconds.
 LH0644
 LH0644.The orthometric height was determined by differential leveling and
 LH0644.adjusted by the NATIONAL GEODETIC SURVEY
 LH0644.in June 1991.
 LH0644
 LH0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0644.GEOID18 height accuracy estimate available here.
 LH0644
 LH0644.Click photographs - Photos may exist for this station.
 LH0644
 LH0644.The dynamic height is computed by dividing the NAVD 88
 LH0644.geopotential number by the normal gravity value computed on the
 LH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0644.degrees latitude (g = 980.6199 gals.).
 LH0644
 LH0644.The modeled gravity was interpolated from observed gravity values.
 LH0644
 LH0644;                    North         East    Units  Estimated Accuracy
 LH0644;SPC NE       -   103,820.      574,120.      MT  (+/- 180 meters Scaled)
 LH0644
 LH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML897126(NAD 83)
 LH0644
 LH0644                          SUPERSEDED SURVEY CONTROL
 LH0644
 LH0644  NGVD 29 (??/??/92)  659.755  (m)         2164.55   (f) ADJ UNCH    2 0
 LH0644
 LH0644.Superseded values are not recommended for survey control.
 LH0644
 LH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0644.See file dsdata.pdf to determine how the superseded data were derived.
 LH0644
 LH0644_MARKER: DB = BENCH MARK DISK
 LH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0644_STAMPING: E 293 1949
 LH0644_MARK LOGO: CGS
 LH0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0644+STABILITY: SURFACE MOTION
 LH0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0644+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0644
 LH0644  HISTORY     - Date     Condition        Report By
 LH0644  HISTORY     - 1949     MONUMENTED       CGS
 LH0644  HISTORY     - 19930726 GOOD             NGS
 LH0644
 LH0644                          STATION DESCRIPTION
 LH0644
 LH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0644'2.2 MI NW FROM GLENWOOD PARK.
 LH0644'2.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE GLENWOOD
 LH0644'PARK STATION SIGN AT GLENWOOD PARK, AT A T-JUNCTION OF ROADS,
 LH0644'138 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH
 LH0644'OF THE CENTER LINE OF THE SIDE ROAD LEADING WEST, 5 FEET WEST OF
 LH0644'A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A
 LH0644'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0644'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE--THIS
 LH0644'BENCH MARK IS LOCATED 0.9 MILE SOUTHEAST OF BENCH MARK D 293.
 LH0644
 LH0644                          STATION RECOVERY (1993)
 LH0644
 LH0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0644'ABOUT 2.5 MILES (4.0 KM) NORTHWEST FROM GLENWOOD PARK, ON THE NORTH
 LH0644'RIGHT-OF-WAY OF A GRADED COUNTY ROAD AND IN THE SE CORNER OF SEC9,
 LH0644'T9N, R16W. TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 10
 LH0644'AND 40, AT GLENWOOD PARK, GO NORTHEAST ON HIGHWAY 4O FOR 2.2 MI (3.5
 LH0644'KM) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE GRADED ROAD FOR
 LH0644'0.55 MI (0.89 KM) TO A T-ROAD ON THE RIGHT AND THE MARK ON THE RIGHT,
 LH0644'138 FT (42.1 M) WEST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 33
 LH0644'FT (10.1 M) NORTH FROM THE CENTERLINE OF THE ROAD LEADING WEST, 1.0 FT
 LH0644'(0.3 M) SOUTH FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND
 LH0644'CONCRETE POST THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND
 LH0644'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0626 ***********************************************************************
 LH0626  DESIGNATION -  E 294
 LH0626  PID         -  LH0626
 LH0626  STATE/COUNTY-  NE/BUFFALO
 LH0626  COUNTRY     -  US
 LH0626  USGS QUAD   -  AMHERST (2017)
 LH0626
 LH0626                         *CURRENT SURVEY CONTROL
 LH0626  ______________________________________________________________________
 LH0626* NAD 83(1986) POSITION- 40 52 24.06   (N) 099 15 16.49   (W)   HD_HELD1
 LH0626* NAVD 88 ORTHO HEIGHT -   723.179 (meters)     2372.63  (feet) ADJUSTED
 LH0626  ______________________________________________________________________
 LH0626  GEOID HEIGHT    -        -24.073 (meters)                     GEOID18
 LH0626  DYNAMIC HEIGHT  -        722.769 (meters)     2371.28  (feet) COMP
 LH0626  MODELED GRAVITY -    980,032.8   (mgal)                       NAVD 88
 LH0626
 LH0626  VERT ORDER      -  SECOND    CLASS 0
 LH0626
 LH0626.The horizontal coordinates were determined by differentially corrected
 LH0626.hand held GPS observations or other comparable positioning techniques
 LH0626.and have an estimated accuracy of +/- 3 meters.
 LH0626
 LH0626.The orthometric height was determined by differential leveling and
 LH0626.adjusted by the NATIONAL GEODETIC SURVEY
 LH0626.in June 1991.
 LH0626
 LH0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0626.GEOID18 height accuracy estimate available here.
 LH0626
 LH0626.Click photographs - Photos may exist for this station.
 LH0626
 LH0626.The dynamic height is computed by dividing the NAVD 88
 LH0626.geopotential number by the normal gravity value computed on the
 LH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0626.degrees latitude (g = 980.6199 gals.).
 LH0626
 LH0626.The modeled gravity was interpolated from observed gravity values.
 LH0626
 LH0626;                    North         East    Units  Estimated Accuracy
 LH0626;SPC NE       -   115,741.0     562,817.5     MT  (+/- 3 meters HH1 GPS) 
 LH0626
 LH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7854824729(NAD 83)
 LH0626
 LH0626                          SUPERSEDED SURVEY CONTROL
 LH0626
 LH0626  NGVD 29 (??/??/92)  722.922  (m)         2371.79   (f) ADJ UNCH    2 0
 LH0626
 LH0626.Superseded values are not recommended for survey control.
 LH0626
 LH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0626.See file dsdata.pdf to determine how the superseded data were derived.
 LH0626
 LH0626_MARKER: DB = BENCH MARK DISK
 LH0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0626_STAMPING: E 294 1949
 LH0626_MARK LOGO: CGS
 LH0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0626+STABILITY: SURFACE MOTION
 LH0626
 LH0626  HISTORY     - Date     Condition        Report By
 LH0626  HISTORY     - 1949     MONUMENTED       CGS
 LH0626
 LH0626                          STATION DESCRIPTION
 LH0626
 LH0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0626'2.9 MI N FROM AMHERST.
 LH0626'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0626'AMHERST, AT THE SOUTHWEST CORNER OF SECTION 34, T. 11 N.,
 LH0626'R. 17 W., IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0626'ALONG AN EAST-WEST POWER LINE, 163 FEET EAST OF THE CENTER
 LH0626'LINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE CENTER
 LH0626'LINE OF THE EAST-WEST ROAD, 1.2 FEET SOUTH OF A FENCE, 1.9 FEET
 LH0626'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LH0626'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0553 ***********************************************************************
 LH0553  DESIGNATION -  E 295
 LH0553  PID         -  LH0553
 LH0553  STATE/COUNTY-  NE/BUFFALO
 LH0553  COUNTRY     -  US
 LH0553  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0553
 LH0553                         *CURRENT SURVEY CONTROL
 LH0553  ______________________________________________________________________
 LH0553* NAD 83(1986) POSITION- 40 43 43.     (N) 099 14 10.     (W)   SCALED
 LH0553* NAVD 88 ORTHO HEIGHT -   707.816 (meters)     2322.23  (feet) ADJUSTED
 LH0553  ______________________________________________________________________
 LH0553  GEOID HEIGHT    -        -24.312 (meters)                     GEOID18
 LH0553  DYNAMIC HEIGHT  -        707.412 (meters)     2320.90  (feet) COMP
 LH0553  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 LH0553
 LH0553  VERT ORDER      -  SECOND    CLASS 0
 LH0553
 LH0553.The horizontal coordinates were scaled from a map and have
 LH0553.an estimated accuracy of +/- 6 seconds.
 LH0553
 LH0553.The orthometric height was determined by differential leveling and
 LH0553.adjusted by the NATIONAL GEODETIC SURVEY
 LH0553.in June 1991.
 LH0553
 LH0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0553.GEOID18 height accuracy estimate available here.
 LH0553
 LH0553.Click photographs - Photos may exist for this station.
 LH0553
 LH0553.The dynamic height is computed by dividing the NAVD 88
 LH0553.geopotential number by the normal gravity value computed on the
 LH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0553.degrees latitude (g = 980.6199 gals.).
 LH0553
 LH0553.The modeled gravity was interpolated from observed gravity values.
 LH0553
 LH0553;                    North         East    Units  Estimated Accuracy
 LH0553;SPC NE       -    99,690.      564,520.      MT  (+/- 180 meters Scaled)
 LH0553
 LH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800086(NAD 83)
 LH0553
 LH0553                          SUPERSEDED SURVEY CONTROL
 LH0553
 LH0553  NGVD 29 (??/??/92)  707.563  (m)         2321.40   (f) ADJ UNCH    2 0
 LH0553
 LH0553.Superseded values are not recommended for survey control.
 LH0553
 LH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0553.See file dsdata.pdf to determine how the superseded data were derived.
 LH0553
 LH0553_MARKER: DB = BENCH MARK DISK
 LH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0553_STAMPING: E 295 1949
 LH0553_MARK LOGO: CGS
 LH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0553+STABILITY: SURFACE MOTION
 LH0553
 LH0553  HISTORY     - Date     Condition        Report By
 LH0553  HISTORY     - 1949     MONUMENTED       CGS
 LH0553
 LH0553                          STATION DESCRIPTION
 LH0553
 LH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0553'8.4 MI SE FROM AMHERST.
 LH0553'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0553'PACIFIC RAILROAD STATION AT AMHERST, THENCE 6.2 MILES SOUTH
 LH0553'ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 22,
 LH0553'T. 9 N. R. 17 W., AT A T-JUNCTION OF ROADS, 40 FEET NORTH OF THE
 LH0553'PROJECTED CENTER LINE OF THE SIDE ROAD LEADING EAST, 35 FEET
 LH0553'NORTH OF A 3-WAY CORNER FENCE POST, 28 FEET WEST OF THE CENTER LINE
 LH0553'OF THE NORTH-SOUTH ROAD, 13 FEET SOUTH OF THE CENTER LINE OF A
 LH0553'GATE, 1.1 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE
 LH0553'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0553'AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0936 ***********************************************************************
 MJ0936  DESIGNATION -  E 296
 MJ0936  PID         -  MJ0936
 MJ0936  STATE/COUNTY-  NE/CASS
 MJ0936  COUNTRY     -  US
 MJ0936  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0936
 MJ0936                         *CURRENT SURVEY CONTROL
 MJ0936  ______________________________________________________________________
 MJ0936* NAD 83(1986) POSITION- 41 00 07.34   (N) 095 59 20.59   (W)   HD_HELD1
 MJ0936* NAVD 88 ORTHO HEIGHT -   347.024 (meters)     1138.53  (feet) ADJUSTED
 MJ0936  ______________________________________________________________________
 MJ0936  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 MJ0936  DYNAMIC HEIGHT  -        346.881 (meters)     1138.06  (feet) COMP
 MJ0936  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 MJ0936
 MJ0936  VERT ORDER      -  SECOND    CLASS 0
 MJ0936
 MJ0936.The horizontal coordinates were determined by differentially corrected
 MJ0936.hand held GPS observations or other comparable positioning techniques
 MJ0936.and have an estimated accuracy of +/- 3 meters.
 MJ0936
 MJ0936.The orthometric height was determined by differential leveling and
 MJ0936.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0936.in June 1991.
 MJ0936
 MJ0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0936.GEOID18 height accuracy estimate available here.
 MJ0936
 MJ0936.Click photographs - Photos may exist for this station.
 MJ0936
 MJ0936.The dynamic height is computed by dividing the NAVD 88
 MJ0936.geopotential number by the normal gravity value computed on the
 MJ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0936.degrees latitude (g = 980.6199 gals.).
 MJ0936
 MJ0936.The modeled gravity was interpolated from observed gravity values.
 MJ0936
 MJ0936;                    North         East    Units  Estimated Accuracy
 MJ0936;SPC NE       -   137,581.0     837,228.1     MT  (+/- 3 meters HH1 GPS) 
 MJ0936
 MJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4860743287(NAD 83)
 MJ0936
 MJ0936                          SUPERSEDED SURVEY CONTROL
 MJ0936
 MJ0936  NGVD 29 (??/??/92)  346.927  (m)         1138.21   (f) ADJ UNCH    2 0
 MJ0936
 MJ0936.Superseded values are not recommended for survey control.
 MJ0936
 MJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0936.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0936
 MJ0936_MARKER: DB = BENCH MARK DISK
 MJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0936_STAMPING: E 296 1949
 MJ0936_MARK LOGO: CGS
 MJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0936+STABILITY: SURFACE MOTION
 MJ0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0936+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2017
 MJ0936
 MJ0936  HISTORY     - Date     Condition        Report By
 MJ0936  HISTORY     - 1949     MONUMENTED       CGS
 MJ0936  HISTORY     - 1975     GOOD             LOCSUR
 MJ0936  HISTORY     - 20171106 GOOD             THOMDD
 MJ0936  HISTORY     - 20171106 GOOD             THOMDD
 MJ0936
 MJ0936                          STATION DESCRIPTION
 MJ0936
 MJ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0936'5.8 MI SW FROM PLATTSMOUTH.
 MJ0936'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0936'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73 AND 34,
 MJ0936'THENCE 4.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD, ON
 MJ0936'THE CREST OF A SMALL KNOLL, 115 YARDS (PACED) SOUTHWEST OF THE
 MJ0936'CENTER LINE OF A DIRT ROAD LEADING NORTH, 40 FEET SOUTH OF THE
 MJ0936'CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD, 9.5 FEET SOUTH OF
 MJ0936'A FENCE LINE, 1.6 FEET EAST OF A POWER LINE POLE, 1.3 FEET WEST
 MJ0936'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 MJ0936'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MJ0936
 MJ0936                          STATION RECOVERY (1975)
 MJ0936
 MJ0936'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0936'RECOVERED IN GOOD CONDITION.
 MJ0936
 MJ0936                          STATION RECOVERY (2017)
 MJ0936
 MJ0936'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MJ0936'RECOVERED IN GOOD CONDITION.
 MJ0936
 MJ0936                          STATION RECOVERY (2017)
 MJ0936
 MJ0936'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MJ0936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0158 ***********************************************************************
 LG0158  DESIGNATION -  E 297
 LG0158  PID         -  LG0158
 LG0158  STATE/COUNTY-  NE/CASS
 LG0158  COUNTRY     -  US
 LG0158  USGS QUAD   -  AVOCA (2017)
 LG0158
 LG0158                         *CURRENT SURVEY CONTROL
 LG0158  ______________________________________________________________________
 LG0158* NAD 83(1986) POSITION- 40 52 03.33   (N) 096 02 42.12   (W)   HD_HELD1
 LG0158* NAVD 88 ORTHO HEIGHT -   349.239 (meters)     1145.80  (feet) ADJUSTED
 LG0158  ______________________________________________________________________
 LG0158  GEOID HEIGHT    -        -27.135 (meters)                     GEOID18
 LG0158  DYNAMIC HEIGHT  -        349.089 (meters)     1145.30  (feet) COMP
 LG0158  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 LG0158
 LG0158  VERT ORDER      -  SECOND    CLASS 0
 LG0158
 LG0158.The horizontal coordinates were determined by differentially corrected
 LG0158.hand held GPS observations or other comparable positioning techniques
 LG0158.and have an estimated accuracy of +/- 3 meters.
 LG0158
 LG0158.The orthometric height was determined by differential leveling and
 LG0158.adjusted by the NATIONAL GEODETIC SURVEY
 LG0158.in June 1991.
 LG0158
 LG0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0158.GEOID18 height accuracy estimate available here.
 LG0158
 LG0158.Click photographs - Photos may exist for this station.
 LG0158
 LG0158.The dynamic height is computed by dividing the NAVD 88
 LG0158.geopotential number by the normal gravity value computed on the
 LG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0158.degrees latitude (g = 980.6199 gals.).
 LG0158
 LG0158.The modeled gravity was interpolated from observed gravity values.
 LG0158
 LG0158;                    North         East    Units  Estimated Accuracy
 LG0158;SPC NE       -   122,453.4     833,207.3     MT  (+/- 3 meters HH1 GPS) 
 LG0158
 LG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4902928262(NAD 83)
 LG0158
 LG0158                          SUPERSEDED SURVEY CONTROL
 LG0158
 LG0158  NGVD 29 (??/??/92)  349.146  (m)         1145.49   (f) ADJ UNCH    2 0
 LG0158
 LG0158.Superseded values are not recommended for survey control.
 LG0158
 LG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0158.See file dsdata.pdf to determine how the superseded data were derived.
 LG0158
 LG0158_MARKER: DB = BENCH MARK DISK
 LG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0158_STAMPING: E 297 1949
 LG0158_MARK LOGO: CGS
 LG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0158+STABILITY: SURFACE MOTION
 LG0158
 LG0158  HISTORY     - Date     Condition        Report By
 LG0158  HISTORY     - 1949     MONUMENTED       CGS
 LG0158
 LG0158                          STATION DESCRIPTION
 LG0158
 LG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0158'9.6 MI SW FROM MURRAY.
 LG0158'6.3 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LG0158'RAILROAD STATION AT MURRAY, THENCE 3.25 MILES SOUTH ALONG A
 LG0158'GRAVELED ROAD, 72 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 LG0158'ABANDONED FARMHOUSE, 28 FEET EAST OF THE CENTER LINE OF THE
 LG0158'GRAVELED ROAD, 18 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE
 LG0158'LEADING EAST, 6.4 FEET NORTHEAST OF AN 18 INCH ELM TREE,
 LG0158'1.8 FEET EAST OF A WOVEN WIRE FENCE, 1.0 FEET SOUTH OF A WITNESS
 LG0158'POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS
 LG0158'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1014 ***********************************************************************
 MK1014  DESIGNATION -  E 298
 MK1014  PID         -  MK1014
 MK1014  STATE/COUNTY-  NE/SAUNDERS
 MK1014  COUNTRY     -  US
 MK1014  USGS QUAD   -  WAHOO EAST (2017)
 MK1014
 MK1014                         *CURRENT SURVEY CONTROL
 MK1014  ______________________________________________________________________
 MK1014* NAD 83(1986) POSITION- 41 12 04.     (N) 096 36 10.     (W)   SCALED
 MK1014* NAVD 88 ORTHO HEIGHT -   355.332 (meters)     1165.79  (feet) ADJUSTED
 MK1014  ______________________________________________________________________
 MK1014  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 MK1014  DYNAMIC HEIGHT  -        355.162 (meters)     1165.23  (feet) COMP
 MK1014  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 MK1014
 MK1014  VERT ORDER      -  SECOND    CLASS 0
 MK1014
 MK1014.The horizontal coordinates were scaled from a map and have
 MK1014.an estimated accuracy of +/- 6 seconds.
 MK1014
 MK1014.The orthometric height was determined by differential leveling and
 MK1014.adjusted by the NATIONAL GEODETIC SURVEY
 MK1014.in June 1991.
 MK1014
 MK1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1014.GEOID18 height accuracy estimate available here.
 MK1014
 MK1014.Click photographs - Photos may exist for this station.
 MK1014
 MK1014.The dynamic height is computed by dividing the NAVD 88
 MK1014.geopotential number by the normal gravity value computed on the
 MK1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1014.degrees latitude (g = 980.6199 gals.).
 MK1014
 MK1014.The modeled gravity was interpolated from observed gravity values.
 MK1014
 MK1014;                    North         East    Units  Estimated Accuracy
 MK1014;SPC NE       -   157,450.      784,790.      MT  (+/- 180 meters Scaled)
 MK1014
 MK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL010638(NAD 83)
 MK1014
 MK1014                          SUPERSEDED SURVEY CONTROL
 MK1014
 MK1014  NGVD 29 (??/??/92)  355.189  (m)         1165.32   (f) ADJ UNCH    2 0
 MK1014
 MK1014.Superseded values are not recommended for survey control.
 MK1014
 MK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1014.See file dsdata.pdf to determine how the superseded data were derived.
 MK1014
 MK1014_MARKER: DB = BENCH MARK DISK
 MK1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1014_SP_SET: BRIDGE
 MK1014_STAMPING: E 298 1950
 MK1014_MARK LOGO: CGS
 MK1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1014
 MK1014  HISTORY     - Date     Condition        Report By
 MK1014  HISTORY     - 1950     MONUMENTED       CGS
 MK1014  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1014
 MK1014                          STATION DESCRIPTION
 MK1014
 MK1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1014'1.6 MI SE FROM WAHOO.
 MK1014'0.3 MILE SOUTH ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1014'AT WAHOO, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 MK1014'MILE SOUTH ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF A CEMETERY,
 MK1014'9 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 MK1014'SOUTHEAST END OF THE NORTHWEST WINGWALL OF A STEEL BRIDGE OVER
 MK1014'SAND CREEK, 9.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 MK1014'WINGWALL, ABOUT LEVEL WITH THE ROAD.
 MK1014
 MK1014                          STATION RECOVERY (1984)
 MK1014
 MK1014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0768 ***********************************************************************
 MK0768  DESIGNATION -  E 300
 MK0768  PID         -  MK0768
 MK0768  STATE/COUNTY-  NE/DOUGLAS
 MK0768  COUNTRY     -  US
 MK0768  USGS QUAD   -  VALLEY (2017)
 MK0768
 MK0768                         *CURRENT SURVEY CONTROL
 MK0768  ______________________________________________________________________
 MK0768* NAD 83(1986) POSITION- 41 16 49.     (N) 096 20 26.     (W)   SCALED
 MK0768* NAVD 88 ORTHO HEIGHT -   344.849 (meters)     1131.39  (feet) ADJUSTED
 MK0768  ______________________________________________________________________
 MK0768  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 MK0768  DYNAMIC HEIGHT  -        344.691 (meters)     1130.87  (feet) COMP
 MK0768  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 MK0768
 MK0768  VERT ORDER      -  SECOND    CLASS 0
 MK0768
 MK0768.The horizontal coordinates were scaled from a map and have
 MK0768.an estimated accuracy of +/- 6 seconds.
 MK0768
 MK0768.The orthometric height was determined by differential leveling and
 MK0768.adjusted by the NATIONAL GEODETIC SURVEY
 MK0768.in June 1991.
 MK0768
 MK0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0768.GEOID18 height accuracy estimate available here.
 MK0768
 MK0768.Click photographs - Photos may exist for this station.
 MK0768
 MK0768.The dynamic height is computed by dividing the NAVD 88
 MK0768.geopotential number by the normal gravity value computed on the
 MK0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0768.degrees latitude (g = 980.6199 gals.).
 MK0768
 MK0768.The modeled gravity was interpolated from observed gravity values.
 MK0768
 MK0768;                    North         East    Units  Estimated Accuracy
 MK0768;SPC NE       -   167,130.      806,390.      MT  (+/- 180 meters Scaled)
 MK0768
 MK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL227732(NAD 83)
 MK0768
 MK0768                          SUPERSEDED SURVEY CONTROL
 MK0768
 MK0768  NGVD 29 (??/??/92)  344.716  (m)         1130.96   (f) ADJ UNCH    2 0
 MK0768
 MK0768.Superseded values are not recommended for survey control.
 MK0768
 MK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0768.See file dsdata.pdf to determine how the superseded data were derived.
 MK0768
 MK0768_MARKER: DB = BENCH MARK DISK
 MK0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0768_STAMPING: E 300 1950
 MK0768_MARK LOGO: CGS
 MK0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0768+STABILITY: SURFACE MOTION
 MK0768
 MK0768  HISTORY     - Date     Condition        Report By
 MK0768  HISTORY     - 1950     MONUMENTED       CGS
 MK0768  HISTORY     - 1976     GOOD             LOCSUR
 MK0768
 MK0768                          STATION DESCRIPTION
 MK0768
 MK0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0768'2.4 MI S FROM VALLEY.
 MK0768'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0768'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.3 MILES
 MK0768'SOUTH ALONG STATE HIGHWAY 93, THENCE 0.7 MILE SOUTH ALONG A
 MK0768'GRAVELED ROAD, AT THE FARM HOME OF EDWARD H. SCHNELDER, 86 FEET
 MK0768'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 81 FEET WEST OF
 MK0768'THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE NORTHEAST
 MK0768'CORNER OF THE FARMHOUSE, 47 FEET EAST OF THE CENTER OF A GATE,
 MK0768'1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MK0768'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0768
 MK0768                          STATION RECOVERY (1976)
 MK0768
 MK0768'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0799 ***********************************************************************
 MK0799  DESIGNATION -  E 301
 MK0799  PID         -  MK0799
 MK0799  STATE/COUNTY-  NE/SARPY
 MK0799  COUNTRY     -  US
 MK0799  USGS QUAD   -  WANN (2017)
 MK0799
 MK0799                         *CURRENT SURVEY CONTROL
 MK0799  ______________________________________________________________________
 MK0799* NAD 83(1986) POSITION- 41 09 21.     (N) 096 17 31.     (W)   SCALED
 MK0799* NAVD 88 ORTHO HEIGHT -   337.899 (meters)     1108.59  (feet) ADJUSTED
 MK0799  ______________________________________________________________________
 MK0799  GEOID HEIGHT    -        -26.732 (meters)                     GEOID18
 MK0799  DYNAMIC HEIGHT  -        337.756 (meters)     1108.12  (feet) COMP
 MK0799  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 MK0799
 MK0799  VERT ORDER      -  SECOND    CLASS 0
 MK0799
 MK0799.The horizontal coordinates were scaled from a map and have
 MK0799.an estimated accuracy of +/- 6 seconds.
 MK0799
 MK0799.The orthometric height was determined by differential leveling and
 MK0799.adjusted by the NATIONAL GEODETIC SURVEY
 MK0799.in June 1991.
 MK0799
 MK0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0799.GEOID18 height accuracy estimate available here.
 MK0799
 MK0799.Click photographs - Photos may exist for this station.
 MK0799
 MK0799.The dynamic height is computed by dividing the NAVD 88
 MK0799.geopotential number by the normal gravity value computed on the
 MK0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0799.degrees latitude (g = 980.6199 gals.).
 MK0799
 MK0799.The modeled gravity was interpolated from observed gravity values.
 MK0799
 MK0799;                    North         East    Units  Estimated Accuracy
 MK0799;SPC NE       -   153,500.      811,050.      MT  (+/- 180 meters Scaled)
 MK0799
 MK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL272595(NAD 83)
 MK0799
 MK0799                          SUPERSEDED SURVEY CONTROL
 MK0799
 MK0799  NGVD 29 (??/??/92)  337.786  (m)         1108.22   (f) ADJ UNCH    2 0
 MK0799
 MK0799.Superseded values are not recommended for survey control.
 MK0799
 MK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0799.See file dsdata.pdf to determine how the superseded data were derived.
 MK0799
 MK0799_MARKER: DB = BENCH MARK DISK
 MK0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0799_STAMPING: E 301 1950
 MK0799_MARK LOGO: CGS
 MK0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0799+STABILITY: SURFACE MOTION
 MK0799
 MK0799  HISTORY     - Date     Condition        Report By
 MK0799  HISTORY     - 1950     MONUMENTED       CGS
 MK0799
 MK0799                          STATION DESCRIPTION
 MK0799
 MK0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0799'3.8 MI NW FROM GRETNA.
 MK0799'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0799'GRETNA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK0799'0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH
 MK0799'ALONG A GRAVELED ROAD, 500 FEET SOUTHEAST OF A FARMHOUSE, 124
 MK0799'FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0799'39 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 23
 MK0799'FEET SOUTHEAST OF A POWER POLE, 14 FEET SOUTH OF THE CENTER
 MK0799'OF A WOODEN GATE, 3.7 FEET SOUTHWEST OF THE SOUTHEAST LEG OF A
 MK0799'WINDMILL TOWER, 2.0 FEET WEST OF A WITNESS POST, SET IN THE
 MK0799'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0861 ***********************************************************************
 MK0861  DESIGNATION -  E 302 RESET
 MK0861  PID         -  MK0861
 MK0861  STATE/COUNTY-  NE/DOUGLAS
 MK0861  COUNTRY     -  US
 MK0861  USGS QUAD   -  LESHARA (2017)
 MK0861
 MK0861                         *CURRENT SURVEY CONTROL
 MK0861  ______________________________________________________________________
 MK0861* NAD 83(1986) POSITION- 41 19 09.     (N) 096 24 24.     (W)   SCALED
 MK0861* NAVD 88 ORTHO HEIGHT -   353.31  (meters)     1159.2   (feet) RESET
 MK0861  ______________________________________________________________________
 MK0861  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 MK0861  VERT ORDER      -  THIRD
 MK0861
 MK0861.The horizontal coordinates were scaled from a map and have
 MK0861.an estimated accuracy of +/- 6 seconds.
 MK0861
 MK0861.The orthometric height was computed from unverified reset data.
 MK0861
 MK0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0861.GEOID18 height accuracy estimate available here.
 MK0861
 MK0861.Click photographs - Photos may exist for this station.
 MK0861
 MK0861;                    North         East    Units  Estimated Accuracy
 MK0861;SPC NE       -   171,210.      800,680.      MT  (+/- 180 meters Scaled)
 MK0861
 MK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL170774(NAD 83)
 MK0861
 MK0861                          SUPERSEDED SURVEY CONTROL
 MK0861
 MK0861  NGVD 29 (??/??/??)  353.17   (m)         1158.7    (f) RESET       3  
 MK0861
 MK0861.Superseded values are not recommended for survey control.
 MK0861
 MK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0861.See file dsdata.pdf to determine how the superseded data were derived.
 MK0861
 MK0861_MARKER: DB = BENCH MARK DISK
 MK0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0861_SP_SET: PIER
 MK0861_STAMPING: E 302 RESET 1957
 MK0861_MARK LOGO: CGS
 MK0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0861
 MK0861  HISTORY     - Date     Condition        Report By
 MK0861  HISTORY     - 1957     MONUMENTED       NEDR
 MK0861
 MK0861                          STATION DESCRIPTION
 MK0861
 MK0861'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK0861'3 MI W FROM VALLEY.
 MK0861'3 MILES WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0861'TOWER AT VALLEY, SET IN TOP OF THIRD PIER FROM THE EAST END OF
 MK0861'THE NEW BRIDGE OVER THE EAST CHANNEL OF THE PLATTE RIVER, IN
 MK0861'THE SOUTH END OF THE PIER, 2 FEET BELOW THE ROADWAY AND 14 FEET
 MK0861'SOUTH OF THE CENTERLINE OF THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0719 ***********************************************************************
 MK0719  DESIGNATION -  E 303
 MK0719  PID         -  MK0719
 MK0719  STATE/COUNTY-  NE/SAUNDERS
 MK0719  COUNTRY     -  US
 MK0719  USGS QUAD   -  MEAD (2017)
 MK0719
 MK0719                         *CURRENT SURVEY CONTROL
 MK0719  ______________________________________________________________________
 MK0719* NAD 83(1986) POSITION- 41 14 54.     (N) 096 24 26.     (W)   SCALED
 MK0719* NAVD 88 ORTHO HEIGHT -   372.001 (meters)     1220.47  (feet) ADJUSTED
 MK0719  ______________________________________________________________________
 MK0719  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 MK0719  DYNAMIC HEIGHT  -        371.827 (meters)     1219.90  (feet) COMP
 MK0719  MODELED GRAVITY -    980,144.3   (mgal)                       NAVD 88
 MK0719
 MK0719  VERT ORDER      -  SECOND    CLASS 0
 MK0719
 MK0719.The horizontal coordinates were scaled from a map and have
 MK0719.an estimated accuracy of +/- 6 seconds.
 MK0719
 MK0719.The orthometric height was determined by differential leveling and
 MK0719.adjusted by the NATIONAL GEODETIC SURVEY
 MK0719.in June 1991.
 MK0719
 MK0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0719.GEOID18 height accuracy estimate available here.
 MK0719
 MK0719.Click photographs - Photos may exist for this station.
 MK0719
 MK0719.The dynamic height is computed by dividing the NAVD 88
 MK0719.geopotential number by the normal gravity value computed on the
 MK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0719.degrees latitude (g = 980.6199 gals.).
 MK0719
 MK0719.The modeled gravity was interpolated from observed gravity values.
 MK0719
 MK0719;                    North         East    Units  Estimated Accuracy
 MK0719;SPC NE       -   163,360.      800,960.      MT  (+/- 180 meters Scaled)
 MK0719
 MK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL172695(NAD 83)
 MK0719
 MK0719                          SUPERSEDED SURVEY CONTROL
 MK0719
 MK0719  NGVD 29 (??/??/92)  371.862  (m)         1220.02   (f) ADJ UNCH    2 0
 MK0719
 MK0719.Superseded values are not recommended for survey control.
 MK0719
 MK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0719.See file dsdata.pdf to determine how the superseded data were derived.
 MK0719
 MK0719_MARKER: DB = BENCH MARK DISK
 MK0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0719_STAMPING: E 303 1950
 MK0719_MARK LOGO: CGS
 MK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0719+STABILITY: SURFACE MOTION
 MK0719
 MK0719  HISTORY     - Date     Condition        Report By
 MK0719  HISTORY     - 1950     MONUMENTED       CGS
 MK0719
 MK0719                          STATION DESCRIPTION
 MK0719
 MK0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0719'0.8 MI NW FROM YUTAN.
 MK0719'0.1 MILE WEST ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK0719'RAILROAD STATION AT YUTAN, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 MK0719'STREET, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD
 MK0719'INTERSECTION, 61 FEET WEST OF THE CENTER LINE OF A GRAVELED
 MK0719'ROAD, 26 FEET SOUTHWEST OF A BRACED TELEPHONE POLE, 41 FEET
 MK0719'NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 2.0
 MK0719'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0719'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1047 ***********************************************************************
 MK1047  DESIGNATION -  E 304
 MK1047  PID         -  MK1047
 MK1047  STATE/COUNTY-  NE/SAUNDERS
 MK1047  COUNTRY     -  US
 MK1047  USGS QUAD   -  COLON (2017)
 MK1047
 MK1047                         *CURRENT SURVEY CONTROL
 MK1047  ______________________________________________________________________
 MK1047* NAD 83(1986) POSITION- 41 18 25.     (N) 096 32 31.     (W)   SCALED
 MK1047* NAVD 88 ORTHO HEIGHT -   382.329 (meters)     1254.36  (feet) ADJUSTED
 MK1047  ______________________________________________________________________
 MK1047  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 MK1047  DYNAMIC HEIGHT  -        382.149 (meters)     1253.77  (feet) COMP
 MK1047  MODELED GRAVITY -    980,141.2   (mgal)                       NAVD 88
 MK1047
 MK1047  VERT ORDER      -  SECOND    CLASS 0
 MK1047
 MK1047.The horizontal coordinates were scaled from a map and have
 MK1047.an estimated accuracy of +/- 6 seconds.
 MK1047
 MK1047.The orthometric height was determined by differential leveling and
 MK1047.adjusted by the NATIONAL GEODETIC SURVEY
 MK1047.in June 1991.
 MK1047
 MK1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1047.GEOID18 height accuracy estimate available here.
 MK1047
 MK1047.Click photographs - Photos may exist for this station.
 MK1047
 MK1047.The dynamic height is computed by dividing the NAVD 88
 MK1047.geopotential number by the normal gravity value computed on the
 MK1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1047.degrees latitude (g = 980.6199 gals.).
 MK1047
 MK1047.The modeled gravity was interpolated from observed gravity values.
 MK1047
 MK1047;                    North         East    Units  Estimated Accuracy
 MK1047;SPC NE       -   169,400.      789,420.      MT  (+/- 180 meters Scaled)
 MK1047
 MK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL057757(NAD 83)
 MK1047
 MK1047                          SUPERSEDED SURVEY CONTROL
 MK1047
 MK1047  NGVD 29 (??/??/92)  382.178  (m)         1253.86   (f) ADJ UNCH    2 0
 MK1047
 MK1047.Superseded values are not recommended for survey control.
 MK1047
 MK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1047.See file dsdata.pdf to determine how the superseded data were derived.
 MK1047
 MK1047_MARKER: DB = BENCH MARK DISK
 MK1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1047_STAMPING: E 304 1950
 MK1047_MARK LOGO: CGS
 MK1047_PROJECTION: FLUSH
 MK1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1047+STABILITY: SURFACE MOTION
 MK1047
 MK1047  HISTORY     - Date     Condition        Report By
 MK1047  HISTORY     - 1950     MONUMENTED       CGS
 MK1047
 MK1047                          STATION DESCRIPTION
 MK1047
 MK1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1047'4.2 MI E FROM COLON.
 MK1047'0.4 MILE EAST OF A GRAVELED STREET FROM THE CHICAGO AND NORTH
 MK1047'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1047'ALONG STATE HIGHWAY 109, THENCE 3.1 MILES EAST ALONG STATE
 MK1047'HIGHWAY 64, AT THE FARM HOME OF C. CLOUSE, 152 FEET SOUTH OF THE
 MK1047'CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF THE SOUTHWEST CORNER
 MK1047'OF THE FARMHOUSE, 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MK1047'OF A BARN, 41 FEET NORTHWEST OF A WELL, 3.7 FEET SOUTH OF A POWER
 MK1047'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1047'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0594 ***********************************************************************
 MK0594  DESIGNATION -  E 305
 MK0594  PID         -  MK0594
 MK0594  STATE/COUNTY-  NE/DOUGLAS
 MK0594  COUNTRY     -  US
 MK0594  USGS QUAD   -  VALLEY (2017)
 MK0594
 MK0594                         *CURRENT SURVEY CONTROL
 MK0594  ______________________________________________________________________
 MK0594* NAD 83(1986) POSITION- 41 21 47.     (N) 096 18 39.     (W)   SCALED
 MK0594* NAVD 88 ORTHO HEIGHT -   346.338 (meters)     1136.28  (feet) ADJUSTED
 MK0594  ______________________________________________________________________
 MK0594  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 MK0594  DYNAMIC HEIGHT  -        346.174 (meters)     1135.74  (feet) COMP
 MK0594  MODELED GRAVITY -    980,141.5   (mgal)                       NAVD 88
 MK0594
 MK0594  VERT ORDER      -  SECOND    CLASS 0
 MK0594
 MK0594.The horizontal coordinates were scaled from a map and have
 MK0594.an estimated accuracy of +/- 6 seconds.
 MK0594
 MK0594.The orthometric height was determined by differential leveling and
 MK0594.adjusted by the NATIONAL GEODETIC SURVEY
 MK0594.in June 1991.
 MK0594
 MK0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0594.GEOID18 height accuracy estimate available here.
 MK0594
 MK0594.Click photographs - Photos may exist for this station.
 MK0594
 MK0594.The dynamic height is computed by dividing the NAVD 88
 MK0594.geopotential number by the normal gravity value computed on the
 MK0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0594.degrees latitude (g = 980.6199 gals.).
 MK0594
 MK0594.The modeled gravity was interpolated from observed gravity values.
 MK0594
 MK0594;                    North         East    Units  Estimated Accuracy
 MK0594;SPC NE       -   176,420.      808,480.      MT  (+/- 180 meters Scaled)
 MK0594
 MK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249825(NAD 83)
 MK0594
 MK0594                          SUPERSEDED SURVEY CONTROL
 MK0594
 MK0594  NGVD 29 (??/??/92)  346.196  (m)         1135.81   (f) ADJ UNCH    2 0
 MK0594
 MK0594.Superseded values are not recommended for survey control.
 MK0594
 MK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0594.See file dsdata.pdf to determine how the superseded data were derived.
 MK0594
 MK0594_MARKER: DB = BENCH MARK DISK
 MK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0594_STAMPING: E 305 1950
 MK0594_MARK LOGO: CGS
 MK0594_PROJECTION: FLUSH
 MK0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0594+STABILITY: SURFACE MOTION
 MK0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0594+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2011
 MK0594
 MK0594  HISTORY     - Date     Condition        Report By
 MK0594  HISTORY     - 1950     MONUMENTED       CGS
 MK0594  HISTORY     - 1976     GOOD             LOCSUR
 MK0594  HISTORY     - 20110117 GOOD             INDIV
 MK0594
 MK0594                          STATION DESCRIPTION
 MK0594
 MK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0594'6 MI NW FROM WATERLOO.
 MK0594'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0594'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0594'ALONG U.S. HIGHWAY 275, THENCE 4.35 MILES NORTH ALONG A
 MK0594'GRAVELED ROAD, AT THE FARM HOME OF KENNETH GIBLIN, 88 FEET
 MK0594'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 85 FEET
 MK0594'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 47 FEET NORTH
 MK0594'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 33.5 FEET SOUTH OF THE
 MK0594'SOUTHWEST CORNER OF THE FARMHOUSE, 43 FEET NORTHWEST OF A
 MK0594'LIGHT POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0594'WITH THE GROUND.
 MK0594
 MK0594                          STATION RECOVERY (1976)
 MK0594
 MK0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0594'RECOVERED IN GOOD CONDITION.
 MK0594
 MK0594                          STATION RECOVERY (2011)
 MK0594
 MK0594'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0594'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0360 ***********************************************************************
 ML0360  DESIGNATION -  E 306
 ML0360  PID         -  ML0360
 ML0360  STATE/COUNTY-  NE/HOWARD
 ML0360  COUNTRY     -  US
 ML0360  USGS QUAD   -  FARWELL (2017)
 ML0360
 ML0360                         *CURRENT SURVEY CONTROL
 ML0360  ______________________________________________________________________
 ML0360* NAD 83(1986) POSITION- 41 13 01.     (N) 098 40 19.     (W)   SCALED
 ML0360* NAVD 88 ORTHO HEIGHT -   605.427 (meters)     1986.31  (feet) ADJUSTED
 ML0360  ______________________________________________________________________
 ML0360  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 ML0360  DYNAMIC HEIGHT  -        605.118 (meters)     1985.29  (feet) COMP
 ML0360  MODELED GRAVITY -    980,093.6   (mgal)                       NAVD 88
 ML0360
 ML0360  VERT ORDER      -  SECOND    CLASS 0
 ML0360
 ML0360.The horizontal coordinates were scaled from a map and have
 ML0360.an estimated accuracy of +/- 6 seconds.
 ML0360
 ML0360.The orthometric height was determined by differential leveling and
 ML0360.adjusted by the NATIONAL GEODETIC SURVEY
 ML0360.in June 1991.
 ML0360
 ML0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0360.GEOID18 height accuracy estimate available here.
 ML0360
 ML0360.Click photographs - Photos may exist for this station.
 ML0360
 ML0360.The dynamic height is computed by dividing the NAVD 88
 ML0360.geopotential number by the normal gravity value computed on the
 ML0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0360.degrees latitude (g = 980.6199 gals.).
 ML0360
 ML0360.The modeled gravity was interpolated from observed gravity values.
 ML0360
 ML0360;                    North         East    Units  Estimated Accuracy
 ML0360;SPC NE       -   154,470.      611,330.      MT  (+/- 180 meters Scaled)
 ML0360
 ML0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL274628(NAD 83)
 ML0360
 ML0360                          SUPERSEDED SURVEY CONTROL
 ML0360
 ML0360  NGVD 29 (??/??/92)  605.162  (m)         1985.44   (f) ADJ UNCH    2 0
 ML0360
 ML0360.Superseded values are not recommended for survey control.
 ML0360
 ML0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0360.See file dsdata.pdf to determine how the superseded data were derived.
 ML0360
 ML0360_MARKER: DB = BENCH MARK DISK
 ML0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0360_STAMPING: E 306 1950
 ML0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0360+STABILITY: SURFACE MOTION
 ML0360
 ML0360  HISTORY     - Date     Condition        Report By
 ML0360  HISTORY     - 1950     MONUMENTED       CGS
 ML0360
 ML0360                          STATION DESCRIPTION
 ML0360
 ML0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0360'2.3 MI NW FROM FARWELL.
 ML0360'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0360'RAILROAD FROM THE STATION AT FARWELL, AT A PRIVATE ROAD CROSSING,
 ML0360'AT THE SOUTHEAST END OF A SHORT FILL, 46 FEET SOUTHWEST OF THE
 ML0360'SOUTHWEST RAIL, 28 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 ML0360'ROAD, 17 FEET NORTH OF THE CENTER OF A WIRE GATE, 12 FEET SOUTHWEST
 ML0360'OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST
 ML0360'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0360'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0226 ***********************************************************************
 ML0226  DESIGNATION -  E 307
 ML0226  PID         -  ML0226
 ML0226  STATE/COUNTY-  NE/NANCE
 ML0226  COUNTRY     -  US
 ML0226  USGS QUAD   -  BELGRADE SW (2017)
 ML0226
 ML0226                         *CURRENT SURVEY CONTROL
 ML0226  ______________________________________________________________________
 ML0226* NAD 83(1986) POSITION- 41 18 29.     (N) 098 09 19.     (W)   SCALED
 ML0226* NAVD 88 ORTHO HEIGHT -   530.304 (meters)     1739.84  (feet) ADJUSTED
 ML0226  ______________________________________________________________________
 ML0226  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 ML0226  DYNAMIC HEIGHT  -        530.051 (meters)     1739.01  (feet) COMP
 ML0226  MODELED GRAVITY -    980,130.2   (mgal)                       NAVD 88
 ML0226
 ML0226  VERT ORDER      -  SECOND    CLASS 0
 ML0226
 ML0226.The horizontal coordinates were scaled from a map and have
 ML0226.an estimated accuracy of +/- 6 seconds.
 ML0226
 ML0226.The orthometric height was determined by differential leveling and
 ML0226.adjusted by the NATIONAL GEODETIC SURVEY
 ML0226.in June 1991.
 ML0226
 ML0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0226.GEOID18 height accuracy estimate available here.
 ML0226
 ML0226.Click photographs - Photos may exist for this station.
 ML0226
 ML0226.The dynamic height is computed by dividing the NAVD 88
 ML0226.geopotential number by the normal gravity value computed on the
 ML0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0226.degrees latitude (g = 980.6199 gals.).
 ML0226
 ML0226.The modeled gravity was interpolated from observed gravity values.
 ML0226
 ML0226;                    North         East    Units  Estimated Accuracy
 ML0226;SPC NE       -   165,380.      654,420.      MT  (+/- 180 meters Scaled)
 ML0226
 ML0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL707732(NAD 83)
 ML0226
 ML0226                          SUPERSEDED SURVEY CONTROL
 ML0226
 ML0226  NGVD 29 (??/??/92)  530.078  (m)         1739.10   (f) ADJ UNCH    2 0
 ML0226
 ML0226.Superseded values are not recommended for survey control.
 ML0226
 ML0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0226.See file dsdata.pdf to determine how the superseded data were derived.
 ML0226
 ML0226_MARKER: DB = BENCH MARK DISK
 ML0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0226_STAMPING: E 307 1950
 ML0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0226+STABILITY: SURFACE MOTION
 ML0226
 ML0226  HISTORY     - Date     Condition        Report By
 ML0226  HISTORY     - 1950     MONUMENTED       CGS
 ML0226
 ML0226                          STATION DESCRIPTION
 ML0226
 ML0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0226'13.3 MI E FROM CUSHING.
 ML0226'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0226'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 6.4
 ML0226'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 141
 ML0226'FEET NORTHWEST OF BENCH MARK 10-65 (U.S.B.R.), 76 FEET NORTH
 ML0226'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 66 FEET WEST OF
 ML0226'THE SOUTHWEST CORNER OF A SCHOOL BUILDING, 0.7 FOOT EAST OF A
 ML0226'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ON THE EXTENDED CENTER
 ML0226'LINE OF A ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE
 ML0226'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1583 ***********************************************************************
 MK1583  DESIGNATION -  E 308
 MK1583  PID         -  MK1583
 MK1583  STATE/COUNTY-  NE/NANCE
 MK1583  COUNTRY     -  US
 MK1583  USGS QUAD   -  GENOA (2017)
 MK1583
 MK1583                         *CURRENT SURVEY CONTROL
 MK1583  ______________________________________________________________________
 MK1583* NAD 83(1986) POSITION- 41 25 52.     (N) 097 44 53.     (W)   SCALED
 MK1583* NAVD 88 ORTHO HEIGHT -   479.712 (meters)     1573.86  (feet) ADJUSTED
 MK1583  ______________________________________________________________________
 MK1583  GEOID HEIGHT    -        -25.103 (meters)                     GEOID18
 MK1583  DYNAMIC HEIGHT  -        479.489 (meters)     1573.12  (feet) COMP
 MK1583  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 MK1583
 MK1583  VERT ORDER      -  SECOND    CLASS 0
 MK1583
 MK1583.The horizontal coordinates were scaled from a map and have
 MK1583.an estimated accuracy of +/- 6 seconds.
 MK1583
 MK1583.The orthometric height was determined by differential leveling and
 MK1583.adjusted by the NATIONAL GEODETIC SURVEY
 MK1583.in June 1991.
 MK1583
 MK1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1583.GEOID18 height accuracy estimate available here.
 MK1583
 MK1583.Click photographs - Photos may exist for this station.
 MK1583
 MK1583.The dynamic height is computed by dividing the NAVD 88
 MK1583.geopotential number by the normal gravity value computed on the
 MK1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1583.degrees latitude (g = 980.6199 gals.).
 MK1583
 MK1583.The modeled gravity was interpolated from observed gravity values.
 MK1583
 MK1583;                    North         East    Units  Estimated Accuracy
 MK1583;SPC NE       -   179,840.      688,140.      MT  (+/- 180 meters Scaled)
 MK1583
 MK1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL046873(NAD 83)
 MK1583
 MK1583                          SUPERSEDED SURVEY CONTROL
 MK1583
 MK1583  NGVD 29 (??/??/92)  479.503  (m)         1573.17   (f) ADJ UNCH    2 0
 MK1583
 MK1583.Superseded values are not recommended for survey control.
 MK1583
 MK1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1583.See file dsdata.pdf to determine how the superseded data were derived.
 MK1583
 MK1583_MARKER: DB = BENCH MARK DISK
 MK1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1583_SP_SET: BRIDGE ABUTMENT
 MK1583_STAMPING: E 308 1950
 MK1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1583
 MK1583  HISTORY     - Date     Condition        Report By
 MK1583  HISTORY     - 1950     MONUMENTED       CGS
 MK1583
 MK1583                          STATION DESCRIPTION
 MK1583
 MK1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1583'1.8 MI SW FROM GENOA.
 MK1583'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1583'AT GENOA, JUST NORTHEAST OF A ROAD CROSSING, 210 FEET SOUTHEAST
 MK1583'OF THE CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHEAST OF THE
 MK1583'SOUTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 12 FEET SOUTHWEST
 MK1583'OF THE CENTER LINE OF A SHORT NORTHWEST AND SOUTHEAST ROAD, SET
 MK1583'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A
 MK1583'CONCRETE BRIDGE OVER A CANAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1584 ***********************************************************************
 MK1584  DESIGNATION -  E 308 RESET
 MK1584  PID         -  MK1584
 MK1584  STATE/COUNTY-  NE/NANCE
 MK1584  COUNTRY     -  US
 MK1584  USGS QUAD   -  GENOA (2017)
 MK1584
 MK1584                         *CURRENT SURVEY CONTROL
 MK1584  ______________________________________________________________________
 MK1584* NAD 83(1986) POSITION- 41 25 52.     (N) 097 44 54.     (W)   SCALED
 MK1584* NAVD 88 ORTHO HEIGHT -   479.93  (meters)     1574.6   (feet) RESET
 MK1584  ______________________________________________________________________
 MK1584  GEOID HEIGHT    -        -25.103 (meters)                     GEOID18
 MK1584  VERT ORDER      -  THIRD
 MK1584
 MK1584.The horizontal coordinates were scaled from a map and have
 MK1584.an estimated accuracy of +/- 6 seconds.
 MK1584
 MK1584.The orthometric height was computed from unverified reset data.
 MK1584
 MK1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1584.GEOID18 height accuracy estimate available here.
 MK1584
 MK1584.Click photographs - Photos may exist for this station.
 MK1584
 MK1584;                    North         East    Units  Estimated Accuracy
 MK1584;SPC NE       -   179,840.      688,120.      MT  (+/- 180 meters Scaled)
 MK1584
 MK1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL045873(NAD 83)
 MK1584
 MK1584                          SUPERSEDED SURVEY CONTROL
 MK1584
 MK1584  NGVD 29 (??/??/??)  479.72   (m)         1573.9    (f) RESET       3  
 MK1584
 MK1584.Superseded values are not recommended for survey control.
 MK1584
 MK1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1584.See file dsdata.pdf to determine how the superseded data were derived.
 MK1584
 MK1584_MARKER: DB = BENCH MARK DISK
 MK1584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1584_SP_SET: CULVERT
 MK1584_STAMPING: E 308 RESET 1957
 MK1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1584
 MK1584  HISTORY     - Date     Condition        Report By
 MK1584  HISTORY     - 1957     MONUMENTED       NEDR
 MK1584  HISTORY     - 20100629 MARK NOT FOUND   NEGS
 MK1584
 MK1584                          STATION DESCRIPTION
 MK1584
 MK1584'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1584'1.8 MI SW FROM GENOA.
 MK1584'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1584'AT GENOA, JUST NORTHEAST OF A ROAD CROSSING, 183.0 FEET NORTH
 MK1584'OF THE WEST END OF NORTH BRIDGE HANDRAIL (BRIDGE OVER CANAL),
 MK1584'131 FEET NORTHEAST OF A TELEPHONE POLE, AND 59.5 FEET EAST OF
 MK1584'EAST EDGE OF NORTH HEADWALL OF CULVERT PIPE (ACCESS ROAD).
 MK1584
 MK1584                          STATION RECOVERY (2010)
 MK1584
 MK1584'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MK1584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1411 ***********************************************************************
 MK1411  DESIGNATION -  E 309
 MK1411  PID         -  MK1411
 MK1411  STATE/COUNTY-  NE/NANCE
 MK1411  COUNTRY     -  US
 MK1411  USGS QUAD   -  FULLERTON NE (2017)
 MK1411
 MK1411                         *CURRENT SURVEY CONTROL
 MK1411  ______________________________________________________________________
 MK1411* NAD 83(1986) POSITION- 41 28 20.80   (N) 097 45 56.36   (W)   HD_HELD1
 MK1411* NAVD 88 ORTHO HEIGHT -   486.676 (meters)     1596.70  (feet) ADJUSTED
 MK1411  ______________________________________________________________________
 MK1411  GEOID HEIGHT    -        -25.011 (meters)                     GEOID18
 MK1411  DYNAMIC HEIGHT  -        486.450 (meters)     1595.96  (feet) COMP
 MK1411  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 MK1411
 MK1411  VERT ORDER      -  SECOND    CLASS 0
 MK1411
 MK1411.The horizontal coordinates were determined by differentially corrected
 MK1411.hand held GPS observations or other comparable positioning techniques
 MK1411.and have an estimated accuracy of +/- 3 meters.
 MK1411
 MK1411.The orthometric height was determined by differential leveling and
 MK1411.adjusted by the NATIONAL GEODETIC SURVEY
 MK1411.in June 1991.
 MK1411
 MK1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1411.GEOID18 height accuracy estimate available here.
 MK1411
 MK1411.Click photographs - Photos may exist for this station.
 MK1411
 MK1411.The dynamic height is computed by dividing the NAVD 88
 MK1411.geopotential number by the normal gravity value computed on the
 MK1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1411.degrees latitude (g = 980.6199 gals.).
 MK1411
 MK1411.The modeled gravity was interpolated from observed gravity values.
 MK1411
 MK1411;                    North         East    Units  Estimated Accuracy
 MK1411;SPC NE       -   184,393.4     686,553.8     MT  (+/- 3 meters HH1 GPS) 
 MK1411
 MK1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0306691940(NAD 83)
 MK1411
 MK1411                          SUPERSEDED SURVEY CONTROL
 MK1411
 MK1411  NGVD 29 (??/??/92)  486.466  (m)         1596.01   (f) ADJ UNCH    2 0
 MK1411
 MK1411.Superseded values are not recommended for survey control.
 MK1411
 MK1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1411.See file dsdata.pdf to determine how the superseded data were derived.
 MK1411
 MK1411_MARKER: DB = BENCH MARK DISK
 MK1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1411_STAMPING: E 309 1950
 MK1411_MARK LOGO: CGS
 MK1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1411+STABILITY: SURFACE MOTION
 MK1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1411+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 MK1411
 MK1411  HISTORY     - Date     Condition        Report By
 MK1411  HISTORY     - 1950     MONUMENTED       CGS
 MK1411  HISTORY     - 20091105 GOOD             NEDR
 MK1411  HISTORY     - 20091201 GOOD             NEDR
 MK1411
 MK1411                          STATION DESCRIPTION
 MK1411
 MK1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1411'2.6 MI NW FROM GENOA.
 MK1411'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1411'GENOA, THENCE 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 39, 300
 MK1411'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 250 FEET SOUTHWEST
 MK1411'OF RAILROAD MILEPOST 14, 35 FEET EAST OF THE NORTHEAST CORNER
 MK1411'OF A FARMHOUSE OCCUPIED BY WALTER WOLLES, 2 FEET SOUTHEAST OF A
 MK1411'FENCE CORNER, 1.5 FEET EAST OF A FENCE, SET IN THE TOP OF A
 MK1411'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1411
 MK1411                          STATION RECOVERY (2009)
 MK1411
 MK1411'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1411'FARM HOUSE IS STILL STANDING BUT ABANDONED, FENCE IS GONE AND AREA
 MK1411'OVERGROWN. WITNESS POST SET 1.5' SOUTH OF MONUMENT.
 MK1411
 MK1411                          STATION RECOVERY (2009)
 MK1411
 MK1411'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0232 ***********************************************************************
 MM0232  DESIGNATION -  E 31
 MM0232  PID         -  MM0232
 MM0232  STATE/COUNTY-  NE/KEITH
 MM0232  COUNTRY     -  US
 MM0232  USGS QUAD   -  MARTIN (2017)
 MM0232
 MM0232                         *CURRENT SURVEY CONTROL
 MM0232  ______________________________________________________________________
 MM0232* NAD 83(1986) POSITION- 41 15 01.     (N) 101 43 48.     (W)   SCALED
 MM0232* NAVD 88 ORTHO HEIGHT -   987.102 (meters)     3238.52  (feet) ADJUSTED
 MM0232  ______________________________________________________________________
 MM0232  GEOID HEIGHT    -        -20.740 (meters)                     GEOID18
 MM0232  DYNAMIC HEIGHT  -        986.501 (meters)     3236.55  (feet) COMP
 MM0232  MODELED GRAVITY -    979,980.3   (mgal)                       NAVD 88
 MM0232
 MM0232  VERT ORDER      -  SECOND    CLASS 0
 MM0232
 MM0232.The horizontal coordinates were scaled from a map and have
 MM0232.an estimated accuracy of +/- 6 seconds.
 MM0232
 MM0232.The orthometric height was determined by differential leveling and
 MM0232.adjusted by the NATIONAL GEODETIC SURVEY
 MM0232.in June 1991.
 MM0232
 MM0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0232.GEOID18 height accuracy estimate available here.
 MM0232
 MM0232.Click photographs - Photos may exist for this station.
 MM0232
 MM0232.The dynamic height is computed by dividing the NAVD 88
 MM0232.geopotential number by the normal gravity value computed on the
 MM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0232.degrees latitude (g = 980.6199 gals.).
 MM0232
 MM0232.The modeled gravity was interpolated from observed gravity values.
 MM0232
 MM0232;                    North         East    Units  Estimated Accuracy
 MM0232;SPC NE       -   158,770.      355,060.      MT  (+/- 180 meters Scaled)
 MM0232
 MM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL712701(NAD 83)
 MM0232
 MM0232                          SUPERSEDED SURVEY CONTROL
 MM0232
 MM0232  NGVD 29 (??/??/92)  986.665  (m)         3237.08   (f) ADJ UNCH    2 0
 MM0232
 MM0232.Superseded values are not recommended for survey control.
 MM0232
 MM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0232.See file dsdata.pdf to determine how the superseded data were derived.
 MM0232
 MM0232_MARKER: DB = BENCH MARK DISK
 MM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0232_STAMPING: E 31 1934
 MM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0232+STABILITY: SURFACE MOTION
 MM0232
 MM0232  HISTORY     - Date     Condition        Report By
 MM0232  HISTORY     - 1934     MONUMENTED       CGS
 MM0232  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0232
 MM0232                          STATION DESCRIPTION
 MM0232
 MM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0232'8.2 MI N FROM OGALLALA.
 MM0232'8.2 MILES NORTH ALONG STATE HIGHWAY 61 FROM OGALLALA, KEITH
 MM0232'COUNTY, ON A SMALL HILL, 41 FEET WEST OF THE CENTERLINE OF THE
 MM0232'HIGHWAY, AND 9 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0232'DISK, STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0232
 MM0232                          STATION RECOVERY (1971)
 MM0232
 MM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0121 ***********************************************************************
 ML0121  DESIGNATION -  E 310
 ML0121  PID         -  ML0121
 ML0121  STATE/COUNTY-  NE/GREELEY
 ML0121  COUNTRY     -  US
 ML0121  USGS QUAD   -  SPALDING NW (2017)
 ML0121
 ML0121                         *CURRENT SURVEY CONTROL
 ML0121  ______________________________________________________________________
 ML0121* NAD 83(1986) POSITION- 41 43 34.     (N) 098 27 50.     (W)   SCALED
 ML0121* NAVD 88 ORTHO HEIGHT -   586.051 (meters)     1922.74  (feet) ADJUSTED
 ML0121  ______________________________________________________________________
 ML0121  GEOID HEIGHT    -        -24.414 (meters)                     GEOID18
 ML0121  DYNAMIC HEIGHT  -        585.774 (meters)     1921.83  (feet) COMP
 ML0121  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 ML0121
 ML0121  VERT ORDER      -  SECOND    CLASS 0
 ML0121
 ML0121.The horizontal coordinates were scaled from a map and have
 ML0121.an estimated accuracy of +/- 6 seconds.
 ML0121
 ML0121.The orthometric height was determined by differential leveling and
 ML0121.adjusted by the NATIONAL GEODETIC SURVEY
 ML0121.in June 1991.
 ML0121
 ML0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0121.GEOID18 height accuracy estimate available here.
 ML0121
 ML0121.Click photographs - Photos may exist for this station.
 ML0121
 ML0121.The dynamic height is computed by dividing the NAVD 88
 ML0121.geopotential number by the normal gravity value computed on the
 ML0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0121.degrees latitude (g = 980.6199 gals.).
 ML0121
 ML0121.The modeled gravity was interpolated from observed gravity values.
 ML0121
 ML0121;                    North         East    Units  Estimated Accuracy
 ML0121;SPC NE       -   211,280.      627,760.      MT  (+/- 180 meters Scaled)
 ML0121
 ML0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM445195(NAD 83)
 ML0121
 ML0121                          SUPERSEDED SURVEY CONTROL
 ML0121
 ML0121  NGVD 29 (??/??/92)  585.812  (m)         1921.95   (f) ADJ UNCH    2 0
 ML0121
 ML0121.Superseded values are not recommended for survey control.
 ML0121
 ML0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0121.See file dsdata.pdf to determine how the superseded data were derived.
 ML0121
 ML0121_MARKER: DB = BENCH MARK DISK
 ML0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0121_STAMPING: E 310 1950
 ML0121_MARK LOGO: CGS
 ML0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0121+STABILITY: SURFACE MOTION
 ML0121
 ML0121  HISTORY     - Date     Condition        Report By
 ML0121  HISTORY     - 1950     MONUMENTED       CGS
 ML0121
 ML0121                          STATION DESCRIPTION
 ML0121
 ML0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0121'7.1 MI NW FROM SPALDING.
 ML0121'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0121'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0121'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A SAND
 ML0121'ROAD, AT A T ROAD JUNCTION, 0.25 MILE NORTHEAST OF THE CEDAR
 ML0121'RIVER, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 ML0121'ROAD, 9 FEET NORTH OF THE EXTENDED CENTR LINE OF A ROAD
 ML0121'LEADING EAST, 4.5 FEET WEST OF A FENCE CORNER, 91 FEET NORTHWEST
 ML0121'OF TELEPHONE POLE 226 1/2, 1.5 FEET SOUTH OF A FENCE, 1.3
 ML0121'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0121'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1669 ***********************************************************************
 MK1669  DESIGNATION -  E 311
 MK1669  PID         -  MK1669
 MK1669  STATE/COUNTY-  NE/BOONE
 MK1669  COUNTRY     -  US
 MK1669  USGS QUAD   -  CLOSTER SE (2017)
 MK1669
 MK1669                         *CURRENT SURVEY CONTROL
 MK1669  ______________________________________________________________________
 MK1669* NAD 83(1986) POSITION- 41 46 58.     (N) 097 49 56.     (W)   SCALED
 MK1669* NAVD 88 ORTHO HEIGHT -   531.639 (meters)     1744.22  (feet) ADJUSTED
 MK1669  ______________________________________________________________________
 MK1669  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 MK1669  DYNAMIC HEIGHT  -        531.420 (meters)     1743.50  (feet) COMP
 MK1669  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 MK1669
 MK1669  VERT ORDER      -  SECOND    CLASS 0
 MK1669
 MK1669.The horizontal coordinates were scaled from a map and have
 MK1669.an estimated accuracy of +/- 6 seconds.
 MK1669
 MK1669.The orthometric height was determined by differential leveling and
 MK1669.adjusted by the NATIONAL GEODETIC SURVEY
 MK1669.in June 1991.
 MK1669
 MK1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1669.GEOID18 height accuracy estimate available here.
 MK1669
 MK1669.Click photographs - Photos may exist for this station.
 MK1669
 MK1669.The dynamic height is computed by dividing the NAVD 88
 MK1669.geopotential number by the normal gravity value computed on the
 MK1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1669.degrees latitude (g = 980.6199 gals.).
 MK1669
 MK1669.The modeled gravity was interpolated from observed gravity values.
 MK1669
 MK1669;                    North         East    Units  Estimated Accuracy
 MK1669;SPC NE       -   218,700.      680,130.      MT  (+/- 180 meters Scaled)
 MK1669
 MK1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM970263(NAD 83)
 MK1669
 MK1669                          SUPERSEDED SURVEY CONTROL
 MK1669
 MK1669  NGVD 29 (??/??/92)  531.438  (m)         1743.56   (f) ADJ UNCH    2 0
 MK1669
 MK1669.Superseded values are not recommended for survey control.
 MK1669
 MK1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1669.See file dsdata.pdf to determine how the superseded data were derived.
 MK1669
 MK1669_MARKER: DB = BENCH MARK DISK
 MK1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1669_STAMPING: E 311 1950
 MK1669_MARK LOGO: CGS
 MK1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1669+STABILITY: SURFACE MOTION
 MK1669
 MK1669  HISTORY     - Date     Condition        Report By
 MK1669  HISTORY     - 1950     MONUMENTED       CGS
 MK1669  HISTORY     - 1989     GOOD             LOCSUR
 MK1669
 MK1669                          STATION DESCRIPTION
 MK1669
 MK1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1669'5.2 MI NW FROM NEWMAN GROVE.
 MK1669'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1669'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 2.25 MILES NORTH ALONG A
 MK1669'GRAVELED ROAD, 63 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 MK1669'24 FEET WEST OF A POWER POLE, 29 FEET SOUTH OF THE CENTER LINE
 MK1669'OF A PRIVATE ROAD LEADING WEST, 0.8 FOOT NORTH OF A FENCE, 1.3
 MK1669'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1669'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1669
 MK1669                          STATION RECOVERY (1989)
 MK1669
 MK1669'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0050 ***********************************************************************
 ML0050  DESIGNATION -  E 312
 ML0050  PID         -  ML0050
 ML0050  STATE/COUNTY-  NE/BOONE
 ML0050  COUNTRY     -  US
 ML0050  USGS QUAD   -  PETERSBURG (2017)
 ML0050
 ML0050                         *CURRENT SURVEY CONTROL
 ML0050  ______________________________________________________________________
 ML0050* NAD 83(1986) POSITION- 41 51 02.     (N) 098 01 34.     (W)   SCALED
 ML0050* NAVD 88 ORTHO HEIGHT -   632.765 (meters)     2076.00  (feet) ADJUSTED
 ML0050  ______________________________________________________________________
 ML0050  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 ML0050  DYNAMIC HEIGHT  -        632.486 (meters)     2075.08  (feet) COMP
 ML0050  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 ML0050
 ML0050  VERT ORDER      -  SECOND    CLASS 0
 ML0050
 ML0050.The horizontal coordinates were scaled from a map and have
 ML0050.an estimated accuracy of +/- 6 seconds.
 ML0050
 ML0050.The orthometric height was determined by differential leveling and
 ML0050.adjusted by the NATIONAL GEODETIC SURVEY
 ML0050.in June 1991.
 ML0050
 ML0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0050.GEOID18 height accuracy estimate available here.
 ML0050
 ML0050.Click photographs - Photos may exist for this station.
 ML0050
 ML0050.The dynamic height is computed by dividing the NAVD 88
 ML0050.geopotential number by the normal gravity value computed on the
 ML0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0050.degrees latitude (g = 980.6199 gals.).
 ML0050
 ML0050.The modeled gravity was interpolated from observed gravity values.
 ML0050
 ML0050;                    North         East    Units  Estimated Accuracy
 ML0050;SPC NE       -   225,840.      663,850.      MT  (+/- 180 meters Scaled)
 ML0050
 ML0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM808336(NAD 83)
 ML0050
 ML0050                          SUPERSEDED SURVEY CONTROL
 ML0050
 ML0050  NGVD 29 (??/??/92)  632.535  (m)         2075.24   (f) ADJ UNCH    2 0
 ML0050
 ML0050.Superseded values are not recommended for survey control.
 ML0050
 ML0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0050.See file dsdata.pdf to determine how the superseded data were derived.
 ML0050
 ML0050_MARKER: DB = BENCH MARK DISK
 ML0050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0050_SP_SET: CULVERT HEADWALL
 ML0050_STAMPING: E 312 1950
 ML0050_MARK LOGO: CGS
 ML0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0050+STABILITY: SURFACE MOTION
 ML0050
 ML0050  HISTORY     - Date     Condition        Report By
 ML0050  HISTORY     - 1950     MONUMENTED       CGS
 ML0050  HISTORY     - 1972     GOOD             NGS
 ML0050
 ML0050                          STATION DESCRIPTION
 ML0050
 ML0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0050'3.2 MI E FROM PETERSBURG.
 ML0050'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER AT
 ML0050'PETERSBURG, THENCE 2.95 MILES EAST ALONG A GRAVELED ROAD, AT A
 ML0050'ROAD INTERSECTION, 0.15 MILE SOUTH OF A LARGE RED BARN, 42 FEET
 ML0050'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 20 FEET NORTH
 ML0050'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 3 FEET BELOW THE
 ML0050'LEVEL OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 ML0050'HEADWALL OF A CONCRETE CULVERT WHICH IS USED AS A CATTLE UNDERPASS.
 ML0050
 ML0050                          STATION RECOVERY (1972)
 ML0050
 ML0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ML0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0051 ***********************************************************************
 ML0051  DESIGNATION -  E 312 RESET
 ML0051  PID         -  ML0051
 ML0051  STATE/COUNTY-  NE/BOONE
 ML0051  COUNTRY     -  US
 ML0051  USGS QUAD   -  PETERSBURG (2017)
 ML0051
 ML0051                         *CURRENT SURVEY CONTROL
 ML0051  ______________________________________________________________________
 ML0051* NAD 83(1986) POSITION- 41 51 02.     (N) 098 01 34.     (W)   SCALED
 ML0051* NAVD 88 ORTHO HEIGHT -   633.68  (meters)     2079.0   (feet) RESET
 ML0051  ______________________________________________________________________
 ML0051  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 ML0051  VERT ORDER      -  THIRD
 ML0051
 ML0051.The horizontal coordinates were scaled from a map and have
 ML0051.an estimated accuracy of +/- 6 seconds.
 ML0051
 ML0051.The orthometric height was computed from unverified reset data.
 ML0051
 ML0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0051.GEOID18 height accuracy estimate available here.
 ML0051
 ML0051.Click photographs - Photos may exist for this station.
 ML0051
 ML0051;                    North         East    Units  Estimated Accuracy
 ML0051;SPC NE       -   225,840.      663,850.      MT  (+/- 180 meters Scaled)
 ML0051
 ML0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM808336(NAD 83)
 ML0051
 ML0051                          SUPERSEDED SURVEY CONTROL
 ML0051
 ML0051.No superseded survey control is available for this station.
 ML0051
 ML0051_MARKER: DB = BENCH MARK DISK
 ML0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0051_STAMPING: E 312 RESET 1972
 ML0051_MARK LOGO: CGS
 ML0051_PROJECTION: FLUSH
 ML0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0051+STABILITY: SURFACE MOTION
 ML0051
 ML0051  HISTORY     - Date     Condition        Report By
 ML0051  HISTORY     - 1972     MONUMENTED       NGS
 ML0051
 ML0051                          STATION DESCRIPTION
 ML0051
 ML0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0051'2.8 MI E FROM PETERSBURG.
 ML0051'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0051'HIGHWAY 32 FOR 2.8 MILES TO A SIDE ROAD LEFT AND THE MARK IN THE
 ML0051'NORTHEAST ANGLE OF THE INTERSECTION.  IT IS A STANDARD BENCH MARK
 ML0051'DISK STAMPED E 312 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 ML0051'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 ML0051'ABOUT 0.15 MILE SOUTH OF A LARGE RED BARN, 12.5 FEET NORTH-NORTHWEST
 ML0051'OF AN ANCHOR GUY ROD FOR A POWER POLE, 2.5 FEET SOUTH-SOUTHEAST
 ML0051'OF THE POWER POLE, 3 FEET SOUTHEAST OF A CORNER FENCE POST AND
 ML0051'1.5 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1314 ***********************************************************************
 NM1314  DESIGNATION -  E 313
 NM1314  PID         -  NM1314
 NM1314  STATE/COUNTY-  NE/ANTELOPE
 NM1314  COUNTRY     -  US
 NM1314  USGS QUAD   -  OAKDALE (2017)
 NM1314
 NM1314                         *CURRENT SURVEY CONTROL
 NM1314  ______________________________________________________________________
 NM1314* NAD 83(1986) POSITION- 42 03 00.     (N) 097 56 14.     (W)   SCALED
 NM1314* NAVD 88 ORTHO HEIGHT -   546.551 (meters)     1793.14  (feet) ADJUSTED
 NM1314  ______________________________________________________________________
 NM1314  GEOID HEIGHT    -        -24.582 (meters)                     GEOID18
 NM1314  DYNAMIC HEIGHT  -        546.333 (meters)     1792.43  (feet) COMP
 NM1314  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 NM1314
 NM1314  VERT ORDER      -  SECOND    CLASS 0
 NM1314
 NM1314.The horizontal coordinates were scaled from a map and have
 NM1314.an estimated accuracy of +/- 6 seconds.
 NM1314
 NM1314.The orthometric height was determined by differential leveling and
 NM1314.adjusted by the NATIONAL GEODETIC SURVEY
 NM1314.in June 1991.
 NM1314
 NM1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1314.GEOID18 height accuracy estimate available here.
 NM1314
 NM1314.Click photographs - Photos may exist for this station.
 NM1314
 NM1314.The dynamic height is computed by dividing the NAVD 88
 NM1314.geopotential number by the normal gravity value computed on the
 NM1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1314.degrees latitude (g = 980.6199 gals.).
 NM1314
 NM1314.The modeled gravity was interpolated from observed gravity values.
 NM1314
 NM1314;                    North         East    Units  Estimated Accuracy
 NM1314;SPC NE       -   248,150.      670,700.      MT  (+/- 180 meters Scaled)
 NM1314
 NM1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM879558(NAD 83)
 NM1314
 NM1314                          SUPERSEDED SURVEY CONTROL
 NM1314
 NM1314  NGVD 29 (??/??/92)  546.346  (m)         1792.47   (f) ADJ UNCH    2 0
 NM1314
 NM1314.Superseded values are not recommended for survey control.
 NM1314
 NM1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1314.See file dsdata.pdf to determine how the superseded data were derived.
 NM1314
 NM1314_MARKER: DB = BENCH MARK DISK
 NM1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1314_STAMPING: E 313 1950
 NM1314_MARK LOGO: CGS
 NM1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1314+STABILITY: SURFACE MOTION
 NM1314
 NM1314  HISTORY     - Date     Condition        Report By
 NM1314  HISTORY     - 1950     MONUMENTED       CGS
 NM1314
 NM1314                          STATION DESCRIPTION
 NM1314
 NM1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1314'2.6 MI SE FROM OAKDALE.
 NM1314'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1314'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1314'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.8
 NM1314'MILE SOUTH ALONG A SAND ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NM1314'A FIELD, AT THE WAGNER AIRPORT, 102 FEET SOUTHWEST OF THE
 NM1314'CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 2.5 FEET NORTH
 NM1314'OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A
 NM1314'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0884 ***********************************************************************
 ML0884  DESIGNATION -  E 314
 ML0884  PID         -  ML0884
 ML0884  STATE/COUNTY-  NE/BLAINE
 ML0884  COUNTRY     -  US
 ML0884  USGS QUAD   -  BREWSTER NW (2017)
 ML0884
 ML0884                         *CURRENT SURVEY CONTROL
 ML0884  ______________________________________________________________________
 ML0884* NAD 83(1986) POSITION- 41 55 25.     (N) 099 55 04.     (W)   SCALED
 ML0884* NAVD 88 ORTHO HEIGHT -   784.404 (meters)     2573.50  (feet) ADJUSTED
 ML0884  ______________________________________________________________________
 ML0884  GEOID HEIGHT    -        -22.381 (meters)                     GEOID18
 ML0884  DYNAMIC HEIGHT  -        784.024 (meters)     2572.25  (feet) COMP
 ML0884  MODELED GRAVITY -    980,111.5   (mgal)                       NAVD 88
 ML0884
 ML0884  VERT ORDER      -  SECOND    CLASS 0
 ML0884
 ML0884.The horizontal coordinates were scaled from a map and have
 ML0884.an estimated accuracy of +/- 6 seconds.
 ML0884
 ML0884.The orthometric height was determined by differential leveling and
 ML0884.adjusted by the NATIONAL GEODETIC SURVEY
 ML0884.in June 1991.
 ML0884
 ML0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0884.GEOID18 height accuracy estimate available here.
 ML0884
 ML0884.Click photographs - Photos may exist for this station.
 ML0884
 ML0884.The dynamic height is computed by dividing the NAVD 88
 ML0884.geopotential number by the normal gravity value computed on the
 ML0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0884.degrees latitude (g = 980.6199 gals.).
 ML0884
 ML0884.The modeled gravity was interpolated from observed gravity values.
 ML0884
 ML0884;                    North         East    Units  Estimated Accuracy
 ML0884;SPC NE       -   232,080.      506,820.      MT  (+/- 180 meters Scaled)
 ML0884
 ML0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM239417(NAD 83)
 ML0884
 ML0884                          SUPERSEDED SURVEY CONTROL
 ML0884
 ML0884  NGVD 29 (??/??/92)  784.119  (m)         2572.56   (f) ADJ UNCH    2 0
 ML0884
 ML0884.Superseded values are not recommended for survey control.
 ML0884
 ML0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0884.See file dsdata.pdf to determine how the superseded data were derived.
 ML0884
 ML0884_MARKER: DB = BENCH MARK DISK
 ML0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0884_STAMPING: E 314 1950
 ML0884_MARK LOGO: CGS
 ML0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0884+STABILITY: SURFACE MOTION
 ML0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0884+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 ML0884
 ML0884  HISTORY     - Date     Condition        Report By
 ML0884  HISTORY     - 1950     MONUMENTED       CGS
 ML0884  HISTORY     - 19910416 GOOD             NEDR
 ML0884
 ML0884                          STATION DESCRIPTION
 ML0884
 ML0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0884'2.8 MI SW FROM BREWSTER.
 ML0884'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 ML0884'BREWSTER, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, ON TOP OF A
 ML0884'KNOLL, 202 FEET EAST OF A FENCE CORNER, 123 FEET NORTHWEST OF THE
 ML0884'CENTER LINE OF THE HIGHWAY, 2.1 FEET SOUTHEAST OF A FENCE, 1.7
 ML0884'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0884'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0884
 ML0884                          STATION RECOVERY (1991)
 ML0884
 ML0884'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 ML0884'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 91, AT THE
 ML0884'SOUTHEAST EDGE OF BREWSTER, GO SOUTHWEST ON HIGHWAY 91 FOR 3.0 MI (4.8
 ML0884'KM) TO THE MARK ON THE RIGHT, NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 ML0884'IN THE NW1/4, SEC31, T23N, R22W. IT IS 204 FT (62.2 M) EAST FROM A
 ML0884'NORTH/SOUTH FENCE, 120.O FT NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 ML0884'33.81 FT (10.31 M) NORTHWEST FROM A NAIL IN THE TOP OF A FENCE POST,
 ML0884'29.95 FT (9.13 M) NORTHEAST FROM A NAIL IN THE TOP OF A FENCE POST,
 ML0884'20.5 FT (6.2 M) NORTH FROM AN EAST/WEST FENCE AND A FIBERGLASS WITNESS
 ML0884'POST, AND SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 1.5 FT
 ML0884'(0.5 M) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0604 ***********************************************************************
 LH0604  DESIGNATION -  E 315
 LH0604  PID         -  LH0604
 LH0604  STATE/COUNTY-  NE/BUFFALO
 LH0604  COUNTRY     -  US
 LH0604  USGS QUAD   -  MILLER (2017)
 LH0604
 LH0604                         *CURRENT SURVEY CONTROL
 LH0604  ______________________________________________________________________
 LH0604* NAD 83(1986) POSITION- 40 56 10.     (N) 099 25 30.     (W)   SCALED
 LH0604* NAVD 88 ORTHO HEIGHT -   713.871 (meters)     2342.09  (feet) ADJUSTED
 LH0604  ______________________________________________________________________
 LH0604  GEOID HEIGHT    -        -23.792 (meters)                     GEOID18
 LH0604  DYNAMIC HEIGHT  -        713.470 (meters)     2340.78  (feet) COMP
 LH0604  MODELED GRAVITY -    980,038.5   (mgal)                       NAVD 88
 LH0604
 LH0604  VERT ORDER      -  SECOND    CLASS 0
 LH0604
 LH0604.The horizontal coordinates were scaled from a map and have
 LH0604.an estimated accuracy of +/- 6 seconds.
 LH0604
 LH0604.The orthometric height was determined by differential leveling and
 LH0604.adjusted by the NATIONAL GEODETIC SURVEY
 LH0604.in June 1991.
 LH0604
 LH0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0604.GEOID18 height accuracy estimate available here.
 LH0604
 LH0604.Click photographs - Photos may exist for this station.
 LH0604
 LH0604.The dynamic height is computed by dividing the NAVD 88
 LH0604.geopotential number by the normal gravity value computed on the
 LH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0604.degrees latitude (g = 980.6199 gals.).
 LH0604
 LH0604.The modeled gravity was interpolated from observed gravity values.
 LH0604
 LH0604;                    North         East    Units  Estimated Accuracy
 LH0604;SPC NE       -   122,600.      548,410.      MT  (+/- 180 meters Scaled)
 LH0604
 LH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML642317(NAD 83)
 LH0604
 LH0604                          SUPERSEDED SURVEY CONTROL
 LH0604
 LH0604  NGVD 29 (??/??/92)  713.610  (m)         2341.24   (f) ADJ UNCH    2 0
 LH0604
 LH0604.Superseded values are not recommended for survey control.
 LH0604
 LH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0604.See file dsdata.pdf to determine how the superseded data were derived.
 LH0604
 LH0604_MARKER: DB = BENCH MARK DISK
 LH0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0604_STAMPING: E 315 1950
 LH0604_MARK LOGO: CGS
 LH0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0604+STABILITY: SURFACE MOTION
 LH0604
 LH0604  HISTORY     - Date     Condition        Report By
 LH0604  HISTORY     - 1950     MONUMENTED       CGS
 LH0604  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0604
 LH0604                          STATION DESCRIPTION
 LH0604
 LH0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0604'1.8 MI W FROM MILLER.
 LH0604'1.8 MILES WEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0604'RAILROAD STATION AT MILLER, AT A ROAD INTERSECTION, 163 FEET
 LH0604'SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 78 FEET SOUTH OF THE
 LH0604'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF A
 LH0604'DIRT ROAD LEADING SOUTH, 3.8 FEET SOUTHWEST OF A POWER POLE, 1.4
 LH0604'FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, SET IN
 LH0604'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LH0604'GROUND.
 LH0604
 LH0604                          STATION RECOVERY (1983)
 LH0604
 LH0604'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0824 ***********************************************************************
 ML0824  DESIGNATION -  E 316
 ML0824  PID         -  ML0824
 ML0824  STATE/COUNTY-  NE/DAWSON
 ML0824  COUNTRY     -  US
 ML0824  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0824
 ML0824                         *CURRENT SURVEY CONTROL
 ML0824  ______________________________________________________________________
 ML0824* NAD 83(1986) POSITION- 41 01 09.     (N) 099 42 35.     (W)   SCALED
 ML0824* NAVD 88 ORTHO HEIGHT -   764.630 (meters)     2508.62  (feet) ADJUSTED
 ML0824  ______________________________________________________________________
 ML0824  GEOID HEIGHT    -        -23.443 (meters)                     GEOID18
 ML0824  DYNAMIC HEIGHT  -        764.188 (meters)     2507.17  (feet) COMP
 ML0824  MODELED GRAVITY -    980,020.2   (mgal)                       NAVD 88
 ML0824
 ML0824  VERT ORDER      -  SECOND    CLASS 0
 ML0824
 ML0824.The horizontal coordinates were scaled from a map and have
 ML0824.an estimated accuracy of +/- 6 seconds.
 ML0824
 ML0824.The orthometric height was determined by differential leveling and
 ML0824.adjusted by the NATIONAL GEODETIC SURVEY
 ML0824.in June 1991.
 ML0824
 ML0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0824.GEOID18 height accuracy estimate available here.
 ML0824
 ML0824.Click photographs - Photos may exist for this station.
 ML0824
 ML0824.The dynamic height is computed by dividing the NAVD 88
 ML0824.geopotential number by the normal gravity value computed on the
 ML0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0824.degrees latitude (g = 980.6199 gals.).
 ML0824
 ML0824.The modeled gravity was interpolated from observed gravity values.
 ML0824
 ML0824;                    North         East    Units  Estimated Accuracy
 ML0824;SPC NE       -   131,700.      524,410.      MT  (+/- 180 meters Scaled)
 ML0824
 ML0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML403411(NAD 83)
 ML0824
 ML0824                          SUPERSEDED SURVEY CONTROL
 ML0824
 ML0824  NGVD 29 (??/??/92)  764.334  (m)         2507.65   (f) ADJ UNCH    2 0
 ML0824
 ML0824.Superseded values are not recommended for survey control.
 ML0824
 ML0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0824.See file dsdata.pdf to determine how the superseded data were derived.
 ML0824
 ML0824_MARKER: DB = BENCH MARK DISK
 ML0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0824_STAMPING: E 316 1950
 ML0824_MARK LOGO: CGS
 ML0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0824+STABILITY: SURFACE MOTION
 ML0824
 ML0824  HISTORY     - Date     Condition        Report By
 ML0824  HISTORY     - 1950     MONUMENTED       CGS
 ML0824
 ML0824                          STATION DESCRIPTION
 ML0824
 ML0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0824'5.6 MI SW FROM EDDYVILLE.
 ML0824'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE POST
 ML0824'OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED
 ML0824'ROAD, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.35
 ML0824'MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION OF A DIRT
 ML0824'ROAD LEADING NORTH, AT THE EAST EDGE OF WOODED RAVINE, 79 FEET
 ML0824'SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTHWEST,
 ML0824'78 FEET WEST OF A LONE ELM TREE, 42 FEET WEST OF A FENCE
 ML0824'LINE, 1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 ML0824'OF A 5.5 FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0066 ***********************************************************************
 MM0066  DESIGNATION -  E 317
 MM0066  PID         -  MM0066
 MM0066  STATE/COUNTY-  NE/CUSTER
 MM0066  COUNTRY     -  US
 MM0066  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0066
 MM0066                         *CURRENT SURVEY CONTROL
 MM0066  ______________________________________________________________________
 MM0066* NAD 83(1986) POSITION- 41 23 23.     (N) 100 06 25.     (W)   SCALED
 MM0066* NAVD 88 ORTHO HEIGHT -   812.365 (meters)     2665.23  (feet) ADJUSTED
 MM0066  ______________________________________________________________________
 MM0066  GEOID HEIGHT    -        -22.190 (meters)                     GEOID18
 MM0066  DYNAMIC HEIGHT  -        811.924 (meters)     2663.79  (feet) COMP
 MM0066  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 MM0066
 MM0066  VERT ORDER      -  SECOND    CLASS 0
 MM0066
 MM0066.The horizontal coordinates were scaled from a map and have
 MM0066.an estimated accuracy of +/- 6 seconds.
 MM0066
 MM0066.The orthometric height was determined by differential leveling and
 MM0066.adjusted by the NATIONAL GEODETIC SURVEY
 MM0066.in June 1991.
 MM0066
 MM0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0066.GEOID18 height accuracy estimate available here.
 MM0066
 MM0066.Click photographs - Photos may exist for this station.
 MM0066
 MM0066.The dynamic height is computed by dividing the NAVD 88
 MM0066.geopotential number by the normal gravity value computed on the
 MM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0066.degrees latitude (g = 980.6199 gals.).
 MM0066
 MM0066.The modeled gravity was interpolated from observed gravity values.
 MM0066
 MM0066;                    North         East    Units  Estimated Accuracy
 MM0066;SPC NE       -   172,800.      491,060.      MT  (+/- 180 meters Scaled)
 MM0066
 MM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML074826(NAD 83)
 MM0066
 MM0066                          SUPERSEDED SURVEY CONTROL
 MM0066
 MM0066  NGVD 29 (??/??/92)  812.115  (m)         2664.41   (f) ADJ UNCH    2 0
 MM0066
 MM0066.Superseded values are not recommended for survey control.
 MM0066
 MM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0066.See file dsdata.pdf to determine how the superseded data were derived.
 MM0066
 MM0066_MARKER: DB = BENCH MARK DISK
 MM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0066_STAMPING: E 317 1950
 MM0066_MARK LOGO: CGS
 MM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0066+STABILITY: SURFACE MOTION
 MM0066
 MM0066  HISTORY     - Date     Condition        Report By
 MM0066  HISTORY     - 1950     MONUMENTED       CGS
 MM0066
 MM0066                          STATION DESCRIPTION
 MM0066
 MM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0066'5.9 MI SE FROM ARNOLD.
 MM0066'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0066'THE UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0066'SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0066'GRAVELED ROAD, AT A RAILROAD CROSSING, 126 FEET SOUTH OF THE
 MM0066'CENTER LINE OF THE GRAVELED ROAD, 41 FEET SOUTHWEST OF THE
 MM0066'SOUTHWEST RAIL OF THE RAILROAD, 22 FEET SOUTH OF THE CENTER LINE
 MM0066'OF A DIRT ROAD LEADING WEST, 2 FEET NORTHEAST OF A FENCE, 1.4
 MM0066'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MM0066'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0808 ***********************************************************************
 ML0808  DESIGNATION -  E 318
 ML0808  PID         -  ML0808
 ML0808  STATE/COUNTY-  NE/CUSTER
 ML0808  COUNTRY     -  US
 ML0808  USGS QUAD   -  CALLAWAY NW (2017)
 ML0808
 ML0808                         *CURRENT SURVEY CONTROL
 ML0808  ______________________________________________________________________
 ML0808* NAD 83(1986) POSITION- 41 25 29.     (N) 099 56 19.     (W)   SCALED
 ML0808* NAVD 88 ORTHO HEIGHT -   854.931 (meters)     2804.89  (feet) ADJUSTED
 ML0808  ______________________________________________________________________
 ML0808  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 ML0808  DYNAMIC HEIGHT  -        854.464 (meters)     2803.35  (feet) COMP
 ML0808  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 ML0808
 ML0808  VERT ORDER      -  SECOND    CLASS 0
 ML0808
 ML0808.The horizontal coordinates were scaled from a map and have
 ML0808.an estimated accuracy of +/- 6 seconds.
 ML0808
 ML0808.The orthometric height was determined by differential leveling and
 ML0808.adjusted by the NATIONAL GEODETIC SURVEY
 ML0808.in June 1991.
 ML0808
 ML0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0808.GEOID18 height accuracy estimate available here.
 ML0808
 ML0808.Click photographs - Photos may exist for this station.
 ML0808
 ML0808.The dynamic height is computed by dividing the NAVD 88
 ML0808.geopotential number by the normal gravity value computed on the
 ML0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0808.degrees latitude (g = 980.6199 gals.).
 ML0808
 ML0808.The modeled gravity was interpolated from observed gravity values.
 ML0808
 ML0808;                    North         East    Units  Estimated Accuracy
 ML0808;SPC NE       -   176,690.      505,130.      MT  (+/- 180 meters Scaled)
 ML0808
 ML0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML215863(NAD 83)
 ML0808
 ML0808                          SUPERSEDED SURVEY CONTROL
 ML0808
 ML0808  NGVD 29 (??/??/92)  854.681  (m)         2804.07   (f) ADJ UNCH    2 0
 ML0808
 ML0808.Superseded values are not recommended for survey control.
 ML0808
 ML0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0808.See file dsdata.pdf to determine how the superseded data were derived.
 ML0808
 ML0808_MARKER: DB = BENCH MARK DISK
 ML0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0808_STAMPING: E 318 1950
 ML0808_MARK LOGO: CGS
 ML0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0808+STABILITY: SURFACE MOTION
 ML0808
 ML0808  HISTORY     - Date     Condition        Report By
 ML0808  HISTORY     - 1950     MONUMENTED       CGS
 ML0808  HISTORY     - 1984     GOOD             USPSQD
 ML0808
 ML0808                          STATION DESCRIPTION
 ML0808
 ML0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0808'13.9 MI SW FROM MERNA.
 ML0808'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0808'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0808'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0808'4.0 MILES SOUTH ALONG A GRADED DIRT ROAD, ON THE SOUTHWEST SLOPE
 ML0808'OF A BLUFF, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ML0808'EAST OF A FENCE, 5.6 FEET WEST OF A WITNESS POST, SET IN THE
 ML0808'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 ML0808
 ML0808                          STATION RECOVERY (1984)
 ML0808
 ML0808'RECOVERY NOTE BY US POWER SQUADRON 1984
 ML0808'MONUMENT IS IN THE SOUTHWEST 4 OF SECTION 23-TOWNSHIOP 17 NORTH-RANGE
 ML0808'23 WEST OF THE 6 TH P.M. PLACED WITNESS POST 1 FOOT EAST OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0914 ***********************************************************************
 ML0914  DESIGNATION -  E 319
 ML0914  PID         -  ML0914
 ML0914  STATE/COUNTY-  NE/CUSTER
 ML0914  COUNTRY     -  US
 ML0914  USGS QUAD   -  MILBURN (2017)
 ML0914
 ML0914                         *CURRENT SURVEY CONTROL
 ML0914  ______________________________________________________________________
 ML0914* NAD 83(1986) POSITION- 41 43 09.     (N) 099 43 53.     (W)   SCALED
 ML0914* NAVD 88 ORTHO HEIGHT -   753.677 (meters)     2472.69  (feet) ADJUSTED
 ML0914  ______________________________________________________________________
 ML0914  GEOID HEIGHT    -        -22.569 (meters)                     GEOID18
 ML0914  DYNAMIC HEIGHT  -        753.292 (meters)     2471.43  (feet) COMP
 ML0914  MODELED GRAVITY -    980,087.0   (mgal)                       NAVD 88
 ML0914
 ML0914  VERT ORDER      -  SECOND    CLASS 0
 ML0914
 ML0914.The horizontal coordinates were scaled from a map and have
 ML0914.an estimated accuracy of +/- 6 seconds.
 ML0914
 ML0914.The orthometric height was determined by differential leveling and
 ML0914.adjusted by the NATIONAL GEODETIC SURVEY
 ML0914.in June 1991.
 ML0914
 ML0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0914.GEOID18 height accuracy estimate available here.
 ML0914
 ML0914.Click photographs - Photos may exist for this station.
 ML0914
 ML0914.The dynamic height is computed by dividing the NAVD 88
 ML0914.geopotential number by the normal gravity value computed on the
 ML0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0914.degrees latitude (g = 980.6199 gals.).
 ML0914
 ML0914.The modeled gravity was interpolated from observed gravity values.
 ML0914
 ML0914;                    North         East    Units  Estimated Accuracy
 ML0914;SPC NE       -   209,410.      522,350.      MT  (+/- 180 meters Scaled)
 ML0914
 ML0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM391188(NAD 83)
 ML0914
 ML0914                          SUPERSEDED SURVEY CONTROL
 ML0914
 ML0914  NGVD 29 (??/??/92)  753.394  (m)         2471.76   (f) ADJ UNCH    2 0
 ML0914
 ML0914.Superseded values are not recommended for survey control.
 ML0914
 ML0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0914.See file dsdata.pdf to determine how the superseded data were derived.
 ML0914
 ML0914_MARKER: DB = BENCH MARK DISK
 ML0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0914_STAMPING: E 319 1950
 ML0914_MARK LOGO: CGS
 ML0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0914+STABILITY: SURFACE MOTION
 ML0914
 ML0914  HISTORY     - Date     Condition        Report By
 ML0914  HISTORY     - 1950     MONUMENTED       CGS
 ML0914  HISTORY     - 1984     GOOD             LOCSUR
 ML0914
 ML0914                          STATION DESCRIPTION
 ML0914
 ML0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0914'AT MILBURN.
 ML0914'AT MILBURN, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTH
 ML0914'OF THE NORTHEAST CORNER OF THE CITY HALL, SET IN THE TOP OF A
 ML0914'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0914
 ML0914                          STATION RECOVERY (1984)
 ML0914
 ML0914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0265 ***********************************************************************
 MM0265  DESIGNATION -  E 32
 MM0265  PID         -  MM0265
 MM0265  STATE/COUNTY-  NE/GRANT
 MM0265  COUNTRY     -  US
 MM0265  USGS QUAD   -  GEORGE LAKE SE (2017)
 MM0265
 MM0265                         *CURRENT SURVEY CONTROL
 MM0265  ______________________________________________________________________
 MM0265* NAD 83(1986) POSITION- 41 51 20.81   (N) 101 46 18.60   (W)   HD_HELD1
 MM0265* NAVD 88 ORTHO HEIGHT -  1132.891 (meters)     3716.83  (feet) ADJUSTED
 MM0265  ______________________________________________________________________
 MM0265  GEOID HEIGHT    -        -19.486 (meters)                     GEOID18
 MM0265  DYNAMIC HEIGHT  -       1132.250 (meters)     3714.72  (feet) COMP
 MM0265  MODELED GRAVITY -    980,017.0   (mgal)                       NAVD 88
 MM0265
 MM0265  VERT ORDER      -  SECOND    CLASS 0
 MM0265
 MM0265.The horizontal coordinates were determined by differentially corrected
 MM0265.hand held GPS observations or other comparable positioning techniques
 MM0265.and have an estimated accuracy of +/- 3 meters.
 MM0265
 MM0265.The orthometric height was determined by differential leveling and
 MM0265.adjusted by the NATIONAL GEODETIC SURVEY
 MM0265.in June 1991.
 MM0265
 MM0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0265.GEOID18 height accuracy estimate available here.
 MM0265
 MM0265.Click photographs - Photos may exist for this station.
 MM0265
 MM0265.The dynamic height is computed by dividing the NAVD 88
 MM0265.geopotential number by the normal gravity value computed on the
 MM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0265.degrees latitude (g = 980.6199 gals.).
 MM0265
 MM0265.The modeled gravity was interpolated from observed gravity values.
 MM0265
 MM0265;                    North         East    Units  Estimated Accuracy
 MM0265;SPC NE       -   226,051.3     352,929.0     MT  (+/- 3 meters HH1 GPS) 
 MM0265
 MM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6991537479(NAD 83)
 MM0265
 MM0265                          SUPERSEDED SURVEY CONTROL
 MM0265
 MM0265  NGVD 29 (??/??/92) 1132.424  (m)         3715.29   (f) ADJ UNCH    2 0
 MM0265
 MM0265.Superseded values are not recommended for survey control.
 MM0265
 MM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0265.See file dsdata.pdf to determine how the superseded data were derived.
 MM0265
 MM0265_MARKER: DB = BENCH MARK DISK
 MM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0265_STAMPING: E 32 1934
 MM0265_MARK LOGO: CGS
 MM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0265+STABILITY: SURFACE MOTION
 MM0265
 MM0265  HISTORY     - Date     Condition        Report By
 MM0265  HISTORY     - 1934     MONUMENTED       CGS
 MM0265  HISTORY     - 1984     GOOD             USGS
 MM0265
 MM0265                          STATION DESCRIPTION
 MM0265
 MM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0265'13.5 MI SE FROM HYANNIS.
 MM0265'13.5 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0265'COUNTY, 110 YARDS NORTHWEST OF A SMALL LAKE NEAR A WINDMILL,
 MM0265'AND 41 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 MM0265'DISK, STAMPED E 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0265
 MM0265                          STATION RECOVERY (1984)
 MM0265
 MM0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0265'ADD TO DESCRIPTION: 212 FEET SOUTH-SOUTHWEST ALONG ROAD FROM ROAD AT
 MM0265'FIELD ENTRANCE WEST 124 FEET WEST-SOUTHWEST PERPENDICULAR TO ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0838 ***********************************************************************
 LH0838  DESIGNATION -  E 320
 LH0838  PID         -  LH0838
 LH0838  STATE/COUNTY-  NE/DAWSON
 LH0838  COUNTRY     -  US
 LH0838  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0838
 LH0838                         *CURRENT SURVEY CONTROL
 LH0838  ______________________________________________________________________
 LH0838* NAD 83(1986) POSITION- 40 52 24.     (N) 099 50 42.     (W)   SCALED
 LH0838* NAVD 88 ORTHO HEIGHT -   752.636 (meters)     2469.27  (feet) ADJUSTED
 LH0838  ______________________________________________________________________
 LH0838  GEOID HEIGHT    -        -23.530 (meters)                     GEOID18
 LH0838  DYNAMIC HEIGHT  -        752.198 (meters)     2467.84  (feet) COMP
 LH0838  MODELED GRAVITY -    980,016.9   (mgal)                       NAVD 88
 LH0838
 LH0838  VERT ORDER      -  SECOND    CLASS 0
 LH0838
 LH0838.The horizontal coordinates were scaled from a map and have
 LH0838.an estimated accuracy of +/- 6 seconds.
 LH0838
 LH0838.The orthometric height was determined by differential leveling and
 LH0838.adjusted by the NATIONAL GEODETIC SURVEY
 LH0838.in June 1991.
 LH0838
 LH0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0838.GEOID18 height accuracy estimate available here.
 LH0838
 LH0838.Click photographs - Photos may exist for this station.
 LH0838
 LH0838.The dynamic height is computed by dividing the NAVD 88
 LH0838.geopotential number by the normal gravity value computed on the
 LH0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0838.degrees latitude (g = 980.6199 gals.).
 LH0838
 LH0838.The modeled gravity was interpolated from observed gravity values.
 LH0838
 LH0838;                    North         East    Units  Estimated Accuracy
 LH0838;SPC NE       -   115,480.      513,060.      MT  (+/- 180 meters Scaled)
 LH0838
 LH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML287250(NAD 83)
 LH0838
 LH0838                          SUPERSEDED SURVEY CONTROL
 LH0838
 LH0838  NGVD 29 (??/??/92)  752.342  (m)         2468.31   (f) ADJ UNCH    2 0
 LH0838
 LH0838.Superseded values are not recommended for survey control.
 LH0838
 LH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0838.See file dsdata.pdf to determine how the superseded data were derived.
 LH0838
 LH0838_MARKER: DB = BENCH MARK DISK
 LH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0838_STAMPING: E 320 1950
 LH0838_MARK LOGO: CGS
 LH0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0838+STABILITY: SURFACE MOTION
 LH0838
 LH0838  HISTORY     - Date     Condition        Report By
 LH0838  HISTORY     - 1950     MONUMENTED       CGS
 LH0838
 LH0838                          STATION DESCRIPTION
 LH0838
 LH0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0838'6 MI NE FROM DARR.
 LH0838'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0838'RAILROAD STATION AT DARR, THENCE 2.75 MILES NORTH ALONG A
 LH0838'GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD,
 LH0838'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 45 FEET WEST OF THE
 LH0838'CENTER LINE OF A NORTH AND SOUTH ROAD, 33 FEET SOUTH OF THE
 LH0838'CENTER LINE OF AN EAST AND WEST ROAD, 33 FEET NORTH OF THE
 LH0838'NORTHEAST CORNER OF A SMALL HOUSE, 9.6 FEET WEST OF A FENCE
 LH0838'CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 LH0838'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LH0838'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0006 ***********************************************************************
 LJ0006  DESIGNATION -  E 321
 LJ0006  PID         -  LJ0006
 LJ0006  STATE/COUNTY-  NE/DAWSON
 LJ0006  COUNTRY     -  US
 LJ0006  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0006
 LJ0006                         *CURRENT SURVEY CONTROL
 LJ0006  ______________________________________________________________________
 LJ0006* NAD 83(1986) POSITION- 40 53 34.     (N) 100 05 07.     (W)   SCALED
 LJ0006* NAVD 88 ORTHO HEIGHT -   773.215 (meters)     2536.79  (feet) ADJUSTED
 LJ0006  ______________________________________________________________________
 LJ0006  GEOID HEIGHT    -        -23.247 (meters)                     GEOID18
 LJ0006  DYNAMIC HEIGHT  -        772.758 (meters)     2535.29  (feet) COMP
 LJ0006  MODELED GRAVITY -    980,007.6   (mgal)                       NAVD 88
 LJ0006
 LJ0006  VERT ORDER      -  FIRST     CLASS II
 LJ0006
 LJ0006.The horizontal coordinates were scaled from a map and have
 LJ0006.an estimated accuracy of +/- 6 seconds.
 LJ0006
 LJ0006.The orthometric height was determined by differential leveling and
 LJ0006.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0006.in June 1991.
 LJ0006
 LJ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0006.GEOID18 height accuracy estimate available here.
 LJ0006
 LJ0006.Click photographs - Photos may exist for this station.
 LJ0006
 LJ0006.The dynamic height is computed by dividing the NAVD 88
 LJ0006.geopotential number by the normal gravity value computed on the
 LJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0006.degrees latitude (g = 980.6199 gals.).
 LJ0006
 LJ0006.The modeled gravity was interpolated from observed gravity values.
 LJ0006
 LJ0006;                    North         East    Units  Estimated Accuracy
 LJ0006;SPC NE       -   117,630.      492,820.      MT  (+/- 180 meters Scaled)
 LJ0006
 LJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML085274(NAD 83)
 LJ0006
 LJ0006                          SUPERSEDED SURVEY CONTROL
 LJ0006
 LJ0006  NGVD 29 (02/14/92)  772.911  (m)         2535.79   (f) ADJUSTED    1 2
 LJ0006  NGVD 29 (??/??/87)  772.935  (m)         2535.87   (f) SUPERSEDED  1 2
 LJ0006
 LJ0006.Superseded values are not recommended for survey control.
 LJ0006
 LJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0006.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0006
 LJ0006_MARKER: DB = BENCH MARK DISK
 LJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0006_STAMPING: E 321 1950
 LJ0006_MARK LOGO: CGS
 LJ0006_PROJECTION: RECESSED 15 CENTIMETERS
 LJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0006+STABILITY: SURFACE MOTION
 LJ0006
 LJ0006  HISTORY     - Date     Condition        Report By
 LJ0006  HISTORY     - 1950     MONUMENTED       CGS
 LJ0006  HISTORY     - 1986     GOOD             NGS
 LJ0006
 LJ0006                          STATION DESCRIPTION
 LJ0006
 LJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0006'0.9 MI NW FROM WILLOW ISLAND.
 LJ0006'0.9 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LJ0006'STATION AT WILLOW ISLAND, 5 POLES NORTHWEST OF MILEPOST 244,
 LJ0006'82 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 45 FEET
 LJ0006'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 LJ0006'20 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF THE
 LJ0006'RIGHT OF WAY FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, SET
 LJ0006'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LJ0006'THE GROUND.
 LJ0006
 LJ0006                          STATION RECOVERY (1986)
 LJ0006
 LJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.55 KM (4.7
 LJ0006'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0006'47 AT GOTHENBURG, 1.25 KM (0.8 MI) NORTHWEST OF THE INTERSECTION OF
 LJ0006'THE NORTH-SOUTH SECTION ROAD AT WILLOW ISLAND, 54.7 METERS (179.5 FT)
 LJ0006'SOUTHEAST OF MILEPOST 218, 25.0 METERS (82 FT) SOUTHWEST OF THE
 LJ0006'HIGHWAY CENTERLINE, 13.7 METERS (45 FT) NORTHEAST OF THE NORTHEAST
 LJ0006'RAIL OF THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND
 LJ0006'10.8 METERS (36.5 FT) NORTHWEST OF A UTILITY POLE WITH ONE GUY WIRE.
 LJ0006'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0006'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0530 ***********************************************************************
 LH0530  DESIGNATION -  E 322
 LH0530  PID         -  LH0530
 LH0530  STATE/COUNTY-  NE/BUFFALO
 LH0530  COUNTRY     -  US
 LH0530  USGS QUAD   -  ELM CREEK EAST (2017)
 LH0530
 LH0530                         *CURRENT SURVEY CONTROL
 LH0530  ______________________________________________________________________
 LH0530* NAD 83(1986) POSITION- 40 42 22.     (N) 099 17 35.     (W)   SCALED
 LH0530* NAVD 88 ORTHO HEIGHT -   679.166 (meters)     2228.23  (feet) ADJUSTED
 LH0530  ______________________________________________________________________
 LH0530  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 LH0530  DYNAMIC HEIGHT  -        678.773 (meters)     2226.94  (feet) COMP
 LH0530  MODELED GRAVITY -    980,023.0   (mgal)                       NAVD 88
 LH0530
 LH0530  VERT ORDER      -  FIRST     CLASS II
 LH0530
 LH0530.The horizontal coordinates were scaled from a map and have
 LH0530.an estimated accuracy of +/- 6 seconds.
 LH0530
 LH0530.The orthometric height was determined by differential leveling and
 LH0530.adjusted by the NATIONAL GEODETIC SURVEY
 LH0530.in June 1991.
 LH0530
 LH0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0530.GEOID18 height accuracy estimate available here.
 LH0530
 LH0530.Click photographs - Photos may exist for this station.
 LH0530
 LH0530.The dynamic height is computed by dividing the NAVD 88
 LH0530.geopotential number by the normal gravity value computed on the
 LH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0530.degrees latitude (g = 980.6199 gals.).
 LH0530
 LH0530.The modeled gravity was interpolated from observed gravity values.
 LH0530
 LH0530;                    North         East    Units  Estimated Accuracy
 LH0530;SPC NE       -    97,150.      559,730.      MT  (+/- 180 meters Scaled)
 LH0530
 LH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML752061(NAD 83)
 LH0530
 LH0530                          SUPERSEDED SURVEY CONTROL
 LH0530
 LH0530  NGVD 29 (02/14/92)  678.907  (m)         2227.38   (f) ADJUSTED    1 2
 LH0530  NGVD 29 (??/??/87)  678.907  (m)         2227.38   (f) SUPERSEDED  1 2
 LH0530
 LH0530.Superseded values are not recommended for survey control.
 LH0530
 LH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0530.See file dsdata.pdf to determine how the superseded data were derived.
 LH0530
 LH0530_MARKER: DB = BENCH MARK DISK
 LH0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0530_STAMPING: E 322 1950
 LH0530_MARK LOGO: CGS
 LH0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0530+STABILITY: SURFACE MOTION
 LH0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0530+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0530
 LH0530  HISTORY     - Date     Condition        Report By
 LH0530  HISTORY     - 1950     MONUMENTED       CGS
 LH0530  HISTORY     - 19910923 GOOD             NGS
 LH0530
 LH0530                          STATION DESCRIPTION
 LH0530
 LH0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0530'2 MI W FROM ODESSA.
 LH0530'2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0530'AT ODESSA, AT A ROAD CROSSING, 186 FEET SOUTH OF THE SOUTH RAIL
 LH0530'OF THE SOUTH TRACK, 34 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0530'AND SOUTH ROAD, 11 FEET EAST OF A FENCE, 1 FOOT NORTH OF A
 LH0530'FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0530'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0530
 LH0530                          STATION RECOVERY (1991)
 LH0530
 LH0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0530'7.8 KM (4.85 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0530'U.S. HIGHWAY 183 IN ELM CREEK, THENCE 0.1 KM (0.05 MI) SOUTHERLY
 LH0530'ALONG A GRAVELED ROAD, 84.5 M (277.2 FT) NORTH OF A UTILITY POLE WITH
 LH0530'A GUY CABLE AT AN IRRIGATION WELL, 56.1 M (184.1 FT) SOUTH OF THE
 LH0530'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 9.9 M (32.5 FT) EAST OF AND
 LH0530'LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 LH0530'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH0530'MONUMENT HAS BEEN CHIPPED ON ALL SIDES, BUT IS SOLID IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0683 ***********************************************************************
 ML0683  DESIGNATION -  E 323
 ML0683  PID         -  ML0683
 ML0683  STATE/COUNTY-  NE/VALLEY
 ML0683  COUNTRY     -  US
 ML0683  USGS QUAD   -  ARCADIA EAST (2017)
 ML0683
 ML0683                         *CURRENT SURVEY CONTROL
 ML0683  ______________________________________________________________________
 ML0683* NAD 83(1986) POSITION- 41 25 28.     (N) 099 07 18.     (W)   SCALED
 ML0683* NAVD 88 ORTHO HEIGHT -   657.774 (meters)     2158.05  (feet) ADJUSTED
 ML0683  ______________________________________________________________________
 ML0683  GEOID HEIGHT    -        -23.616 (meters)                     GEOID18
 ML0683  DYNAMIC HEIGHT  -        657.443 (meters)     2156.96  (feet) COMP
 ML0683  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0683
 ML0683  VERT ORDER      -  FIRST     CLASS II
 ML0683
 ML0683.The horizontal coordinates were scaled from a map and have
 ML0683.an estimated accuracy of +/- 6 seconds.
 ML0683
 ML0683.The orthometric height was determined by differential leveling and
 ML0683.adjusted by the NATIONAL GEODETIC SURVEY
 ML0683.in June 1991.
 ML0683
 ML0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0683.GEOID18 height accuracy estimate available here.
 ML0683
 ML0683.Click photographs - Photos may exist for this station.
 ML0683
 ML0683.The dynamic height is computed by dividing the NAVD 88
 ML0683.geopotential number by the normal gravity value computed on the
 ML0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0683.degrees latitude (g = 980.6199 gals.).
 ML0683
 ML0683.The modeled gravity was interpolated from observed gravity values.
 ML0683
 ML0683;                    North         East    Units  Estimated Accuracy
 ML0683;SPC NE       -   177,030.      573,400.      MT  (+/- 180 meters Scaled)
 ML0683
 ML0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML898858(NAD 83)
 ML0683
 ML0683                          SUPERSEDED SURVEY CONTROL
 ML0683
 ML0683  NGVD 29 (??/??/92)  657.528  (m)         2157.24   (f) ADJ UNCH    1 2
 ML0683
 ML0683.Superseded values are not recommended for survey control.
 ML0683
 ML0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0683.See file dsdata.pdf to determine how the superseded data were derived.
 ML0683
 ML0683_MARKER: DB = BENCH MARK DISK
 ML0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0683_SP_SET: TOWER BASE
 ML0683_STAMPING: E 323 1950
 ML0683_MARK LOGO: CGS
 ML0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0683
 ML0683  HISTORY     - Date     Condition        Report By
 ML0683  HISTORY     - 1950     MONUMENTED       CGS
 ML0683
 ML0683                          STATION DESCRIPTION
 ML0683
 ML0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0683'AT ARCADIA.
 ML0683'AT ARCADIA, 66 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0683'SOUTH STREET, 157 FEET SOUTH OF THE CENTER LINE OF A STREET
 ML0683'LEADING WEST, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 ML0683'EAST CORNER OF THE BASE OF THE SOUTHEAST LEG OF THE WATER TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0991 ***********************************************************************
 ML0991  DESIGNATION -  E 324
 ML0991  PID         -  ML0991
 ML0991  STATE/COUNTY-  NE/BLAINE
 ML0991  COUNTRY     -  US
 ML0991  USGS QUAD   -  ALMERIA SW (2017)
 ML0991
 ML0991                         *CURRENT SURVEY CONTROL
 ML0991  ______________________________________________________________________
 ML0991* NAD 83(1986) POSITION- 41 49 21.     (N) 099 41 45.     (W)   SCALED
 ML0991* NAVD 88 ORTHO HEIGHT -   769.281 (meters)     2523.88  (feet) ADJUSTED
 ML0991  ______________________________________________________________________
 ML0991  GEOID HEIGHT    -        -22.611 (meters)                     GEOID18
 ML0991  DYNAMIC HEIGHT  -        768.901 (meters)     2522.64  (feet) COMP
 ML0991  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 ML0991
 ML0991  VERT ORDER      -  SECOND    CLASS 0
 ML0991
 ML0991.The horizontal coordinates were scaled from a map and have
 ML0991.an estimated accuracy of +/- 6 seconds.
 ML0991
 ML0991.The orthometric height was determined by differential leveling and
 ML0991.adjusted by the NATIONAL GEODETIC SURVEY
 ML0991.in June 1991.
 ML0991
 ML0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0991.GEOID18 height accuracy estimate available here.
 ML0991
 ML0991.Click photographs - Photos may exist for this station.
 ML0991
 ML0991.The dynamic height is computed by dividing the NAVD 88
 ML0991.geopotential number by the normal gravity value computed on the
 ML0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0991.degrees latitude (g = 980.6199 gals.).
 ML0991
 ML0991.The modeled gravity was interpolated from observed gravity values.
 ML0991
 ML0991;                    North         East    Units  Estimated Accuracy
 ML0991;SPC NE       -   220,890.      525,260.      MT  (+/- 180 meters Scaled)
 ML0991
 ML0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM422303(NAD 83)
 ML0991
 ML0991                          SUPERSEDED SURVEY CONTROL
 ML0991
 ML0991  NGVD 29 (??/??/92)  769.003  (m)         2522.97   (f) ADJ UNCH    2 0
 ML0991
 ML0991.Superseded values are not recommended for survey control.
 ML0991
 ML0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0991.See file dsdata.pdf to determine how the superseded data were derived.
 ML0991
 ML0991_MARKER: DB = BENCH MARK DISK
 ML0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0991_STAMPING: E 324 1950
 ML0991_MARK LOGO: CGS
 ML0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0991+STABILITY: SURFACE MOTION
 ML0991
 ML0991  HISTORY     - Date     Condition        Report By
 ML0991  HISTORY     - 1950     MONUMENTED       CGS
 ML0991  HISTORY     - 1952     GOOD             USGS
 ML0991
 ML0991                          STATION DESCRIPTION
 ML0991
 ML0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0991'9.7 MI W FROM ALMERIA.
 ML0991'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0991'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0991'2.45 MILES WEST ALONG A SAND ROAD, ALONG THE BLAINE-LOUP COUNTY
 ML0991'LINE, ON THE SIDE OF A HILL, 45 FEET SOUTH OF THE CENTER OF A GATE
 ML0991'1.5 FEET WEST OF A GATE, 1.3 FEET SOUTH OF A WITNESS POST, SET
 ML0991'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0991'THE GROUND.  NOTE-- 0.5 MILE WEST OF BLAINE.  LOUP COUNTY.
 ML0991
 ML0991                          STATION RECOVERY (1952)
 ML0991
 ML0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1438 ***********************************************************************
 MK1438  DESIGNATION -  E 325
 MK1438  PID         -  MK1438
 MK1438  STATE/COUNTY-  NE/POLK
 MK1438  COUNTRY     -  US
 MK1438  USGS QUAD   -  CLARKS (2017)
 MK1438
 MK1438                         *CURRENT SURVEY CONTROL
 MK1438  ______________________________________________________________________
 MK1438* NAD 83(1986) POSITION- 41 08 00.44   (N) 097 48 34.27   (W)   HD_HELD1
 MK1438* NAVD 88 ORTHO HEIGHT -   537.470 (meters)     1763.35  (feet) ADJUSTED
 MK1438  ______________________________________________________________________
 MK1438  GEOID HEIGHT    -        -25.529 (meters)                     GEOID18
 MK1438  DYNAMIC HEIGHT  -        537.201 (meters)     1762.47  (feet) COMP
 MK1438  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 MK1438
 MK1438  VERT ORDER      -  SECOND    CLASS 0
 MK1438
 MK1438.The horizontal coordinates were determined by differentially corrected
 MK1438.hand held GPS observations or other comparable positioning techniques
 MK1438.and have an estimated accuracy of +/- 3 meters.
 MK1438
 MK1438.The orthometric height was determined by differential leveling and
 MK1438.adjusted by the NATIONAL GEODETIC SURVEY
 MK1438.in June 1991.
 MK1438
 MK1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1438.GEOID18 height accuracy estimate available here.
 MK1438
 MK1438.Click photographs - Photos may exist for this station.
 MK1438
 MK1438.The dynamic height is computed by dividing the NAVD 88
 MK1438.geopotential number by the normal gravity value computed on the
 MK1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1438.degrees latitude (g = 980.6199 gals.).
 MK1438
 MK1438.The modeled gravity was interpolated from observed gravity values.
 MK1438
 MK1438;                    North         East    Units  Estimated Accuracy
 MK1438;SPC NE       -   146,676.3     683,845.7     MT  (+/- 3 meters HH1 GPS) 
 MK1438
 MK1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9991954254(NAD 83)
 MK1438
 MK1438                          SUPERSEDED SURVEY CONTROL
 MK1438
 MK1438  NGVD 29 (??/??/92)  537.253  (m)         1762.64   (f) ADJ UNCH    2 0
 MK1438
 MK1438.Superseded values are not recommended for survey control.
 MK1438
 MK1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1438.See file dsdata.pdf to determine how the superseded data were derived.
 MK1438
 MK1438_MARKER: DB = BENCH MARK DISK
 MK1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1438_STAMPING: E 325 1950
 MK1438_MARK LOGO: CGS
 MK1438_PROJECTION: PROJECTING 3 CENTIMETERS
 MK1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1438+STABILITY: SURFACE MOTION
 MK1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1438+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2022
 MK1438
 MK1438  HISTORY     - Date     Condition        Report By
 MK1438  HISTORY     - 1950     MONUMENTED       CGS
 MK1438  HISTORY     - 20100517 GOOD             INDIV
 MK1438  HISTORY     - 20221222 GOOD             NEPPD
 MK1438
 MK1438                          STATION DESCRIPTION
 MK1438
 MK1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1438'5 MI N FROM POLK.
 MK1438'1.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1438'STATION AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD,
 MK1438'AT A ROAD INTERSECTION, 50 FEET SOUTH OF THE CENTER LINE OF AN
 MK1438'EAST AND WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1438'AND SOUTH ROAD, 16 FEET SOUTH OF A FENCE CORNER, 1.3 FEET EAST
 MK1438'OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 MK1438'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS
 MK1438'MARK IS 1.0 MILE WEST OF BENCH MARK G 325.
 MK1438
 MK1438                          STATION RECOVERY (2010)
 MK1438
 MK1438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1438'RECOVERED IN GOOD CONDITION.
 MK1438
 MK1438                          STATION RECOVERY (2022)
 MK1438
 MK1438'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1458 ***********************************************************************
 MK1458  DESIGNATION -  E 327
 MK1458  PID         -  MK1458
 MK1458  STATE/COUNTY-  NE/POLK
 MK1458  COUNTRY     -  US
 MK1458  USGS QUAD   -  SWEDEHOME (2017)
 MK1458
 MK1458                         *CURRENT SURVEY CONTROL
 MK1458  ______________________________________________________________________
 MK1458* NAD 83(1986) POSITION- 41 14 04.     (N) 097 38 09.     (W)   SCALED
 MK1458* NAVD 88 ORTHO HEIGHT -   489.300 (meters)     1605.31  (feet) ADJUSTED
 MK1458  ______________________________________________________________________
 MK1458  GEOID HEIGHT    -        -25.500 (meters)                     GEOID18
 MK1458  DYNAMIC HEIGHT  -        489.068 (meters)     1604.55  (feet) COMP
 MK1458  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 MK1458
 MK1458  VERT ORDER      -  SECOND    CLASS 0
 MK1458
 MK1458.The horizontal coordinates were scaled from a map and have
 MK1458.an estimated accuracy of +/- 6 seconds.
 MK1458
 MK1458.The orthometric height was determined by differential leveling and
 MK1458.adjusted by the NATIONAL GEODETIC SURVEY
 MK1458.in June 1991.
 MK1458
 MK1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1458.GEOID18 height accuracy estimate available here.
 MK1458
 MK1458.Click photographs - Photos may exist for this station.
 MK1458
 MK1458.The dynamic height is computed by dividing the NAVD 88
 MK1458.geopotential number by the normal gravity value computed on the
 MK1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1458.degrees latitude (g = 980.6199 gals.).
 MK1458
 MK1458.The modeled gravity was interpolated from observed gravity values.
 MK1458
 MK1458;                    North         East    Units  Estimated Accuracy
 MK1458;SPC NE       -   158,270.      698,110.      MT  (+/- 180 meters Scaled)
 MK1458
 MK1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL143656(NAD 83)
 MK1458
 MK1458                          SUPERSEDED SURVEY CONTROL
 MK1458
 MK1458  NGVD 29 (??/??/92)  489.097  (m)         1604.65   (f) ADJ UNCH    2 0
 MK1458
 MK1458.Superseded values are not recommended for survey control.
 MK1458
 MK1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1458.See file dsdata.pdf to determine how the superseded data were derived.
 MK1458
 MK1458_MARKER: DB = BENCH MARK DISK
 MK1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1458_STAMPING: E 327 1950
 MK1458_MARK LOGO: CGS
 MK1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1458+STABILITY: SURFACE MOTION
 MK1458
 MK1458  HISTORY     - Date     Condition        Report By
 MK1458  HISTORY     - 1950     MONUMENTED       CGS
 MK1458
 MK1458                          STATION DESCRIPTION
 MK1458
 MK1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1458'6.6 MI S FROM SILVER CREEK.
 MK1458'5.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1458'SILVER CREEK, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A
 MK1458'T ROAD JUNCTION, 37 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 MK1458'ROAD LEADING WEST, 25 FET EAST OF THE CENTER LINE OF A NORTH
 MK1458'AND SOUTH ROAD, AT THE WEST END OF A WINDBREAK, 31 FEET SOUTH
 MK1458'OF THE CENTER OF A GATE, 1.1 FEET EAST OF A FENCE, 2.3 FEET SOUTH
 MK1458'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1458'PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1458'SOUTH OF BENCH MARK F 327.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0511 ***********************************************************************
 ML0511  DESIGNATION -  E 328
 ML0511  PID         -  ML0511
 ML0511  STATE/COUNTY-  NE/VALLEY
 ML0511  COUNTRY     -  US
 ML0511  USGS QUAD   -  ORD (2017)
 ML0511
 ML0511                         *CURRENT SURVEY CONTROL
 ML0511  ______________________________________________________________________
 ML0511* NAD 83(1995) POSITION- 41 37 23.95021(N) 098 56 49.89984(W)   ADJUSTED
 ML0511* NAD 83(1995) ELLIP HT-   602.971 (meters)        (06/27/02)   ADJUSTED
 ML0511* NAVD 88 ORTHO HEIGHT -   626.869 (meters)     2056.65  (feet) ADJUSTED
 ML0511  ______________________________________________________________________
 ML0511  GEOID HEIGHT    -        -23.907 (meters)                     GEOID18
 ML0511  NAD 83(1995) X  -   -742,680.869 (meters)                     COMP
 ML0511  NAD 83(1995) Y  - -4,717,236.325 (meters)                     COMP
 ML0511  NAD 83(1995) Z  -  4,214,821.032 (meters)                     COMP
 ML0511  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 ML0511  DYNAMIC HEIGHT  -        626.562 (meters)     2055.65  (feet) COMP
 ML0511  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 ML0511
 ML0511  HORZ ORDER      -  FIRST
 ML0511  VERT ORDER      -  SECOND    CLASS 0
 ML0511  ELLP ORDER      -  FOURTH    CLASS I
 ML0511
 ML0511.This mark is at Evelyn Sharp Field Airport (ODX)
 ML0511
 ML0511.The horizontal coordinates were established by GPS observations
 ML0511.and adjusted by the National Geodetic Survey in August 1997.
 ML0511
 ML0511.The orthometric height was determined by differential leveling and
 ML0511.adjusted by the NATIONAL GEODETIC SURVEY
 ML0511.in June 1991.
 ML0511
 ML0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0511.GEOID18 height accuracy estimate available here.
 ML0511
 ML0511.Click photographs - Photos may exist for this station.
 ML0511
 ML0511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0511
 ML0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0511
 ML0511.The ellipsoidal height was determined by GPS observations
 ML0511.and is referenced to NAD 83.
 ML0511
 ML0511.The dynamic height is computed by dividing the NAVD 88
 ML0511.geopotential number by the normal gravity value computed on the
 ML0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0511.degrees latitude (g = 980.6199 gals.).
 ML0511
 ML0511.The modeled gravity was interpolated from observed gravity values.
 ML0511
 ML0511. The following values were computed from the NAD 83(1995) position.
 ML0511
 ML0511;                    North         East     Units Scale Factor Converg.
 ML0511;SPC NE       -   199,267.849   587,706.331   MT  0.99966069   +0 41 51.7
 ML0511;SPC NE       -   653,764.60  1,928,166.52   sFT  0.99966069   +0 41 51.7
 ML0511;UTM  14      - 4,607,956.543   504,398.931   MT  0.99960024   +0 02 06.3
 ML0511
 ML0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0511!SPC NE       -   0.99990543  x   0.99966069  =   0.99956616
 ML0511!UTM  14      -   0.99990543  x   0.99960024  =   0.99950571
 ML0511
 ML0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0439807956(NAD 83)
 ML0511
 ML0511                          SUPERSEDED SURVEY CONTROL
 ML0511
 ML0511  ELLIP H (08/18/97)  603.072  (m)                       GP(       ) 4 1
 ML0511  NAD 83(1986)-  41 37 23.95794(N)    098 56 49.90505(W) AD(       ) 1
 ML0511  NGVD 29 (??/??/92)  626.614  (m)         2055.82   (f) ADJ UNCH    2 0
 ML0511  NGVD 29 (02/23/90)  627.     (m)  RAPSU86  model used  GPS OBS        
 ML0511
 ML0511.Superseded values are not recommended for survey control.
 ML0511
 ML0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0511.See file dsdata.pdf to determine how the superseded data were derived.
 ML0511
 ML0511_MARKER: DB = BENCH MARK DISK
 ML0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0511_STAMPING: E 328 1950
 ML0511_MARK LOGO: CGS
 ML0511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ML0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0511+STABILITY: SURFACE MOTION
 ML0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0511+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 ML0511
 ML0511  HISTORY     - Date     Condition        Report By
 ML0511  HISTORY     - 1950     MONUMENTED       CGS
 ML0511  HISTORY     - 1985     GOOD             NEDR
 ML0511  HISTORY     - 1985     GOOD             NGS
 ML0511  HISTORY     - 19890516 GOOD             NGS
 ML0511  HISTORY     - 19900615 GOOD             NGS
 ML0511
 ML0511                          STATION DESCRIPTION
 ML0511
 ML0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0511'2.1 MI NW FROM ORD.
 ML0511'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0511'AT ORD, AT THE ORD MUNICIPAL AIRPORT, 82 FEET SOUTHWEST OF THE
 ML0511'CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH OF THE SOUTH CORNER
 ML0511'OF A SMALL WOODEN BRIDGE, 34 FEET SOUTHEAST OF THE CENTER OF
 ML0511'THE MAIN ENTRANCE, 25 FEET SOUTHWEST OF A FENCE CORNER, 1.3
 ML0511'FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST,
 ML0511'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0511'THE GROUND.
 ML0511
 ML0511                          STATION RECOVERY (1985)
 ML0511
 ML0511'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0511'RECOVERED IN GOOD CONDITION.
 ML0511
 ML0511                          STATION RECOVERY (1985)
 ML0511
 ML0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0511'THE OLD WITNESS POST AND REPLACED WITH A NEW CARSONITE POST.
 ML0511
 ML0511                          STATION RECOVERY (1989)
 ML0511
 ML0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0511'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF ORD, 2.3 KM
 ML0511'(1.45 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 11 AND 70, AT THE
 ML0511'ORD/EVELYN SHARP FIELD, NEAR THE JUNCTION OF STATE HIGHWAY 11 AND THE
 ML0511'SOTHEAST AIRPORT ENTRANCE ROAD.  OWNERSHIP--VALLEY COUNTY AIRPORT
 ML0511'AUTHORITY, 1411 M STREET, ORD, NE 68862.  AIRPORT MANAGER IS BEN
 ML0511'WADES, 2818 J STREET, ORD, NE 68862, TELEPHONE IS 308-728-3919 OR
 ML0511'728-7676.
 ML0511'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ORD, GO WEST ALONG
 ML0511'STATE HIGHWAYS 11 AND 70 FOR 1.1 KM (0.70 MI) TO THE JUNCTION OF STATE
 ML0511'HIGHWAY 70 WEST AND STATE HIGHWAY 11 NORTH.  TURN RIGHT AND GO
 ML0511'NORTHERLY ON STATE HIGHWAY 11 FOR 2.3 KM (1.45 MI) TO THE AIRPORT
 ML0511'ENTRANCE ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 ML0511'THE STATION MARK IS SET 25.0 M (82.0 FT) SOUTH-SOUTHWEST OF THE
 ML0511'CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) SOUTHEAST OF THE
 ML0511'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 7.3 M (24.0 FT)
 ML0511'WEST-SOUTHWEST OF A CORNER FENCE POST, 1.5 M (4.9 FT) NORTHWEST OF A
 ML0511'FENCELINE AND 0.60 M (2.0 FT) NORTH OF A WITNESS POST.
 ML0511'DESCRIBED BY E.A.RICE.
 ML0511
 ML0511                          STATION RECOVERY (1990)
 ML0511
 ML0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ML0511'THE STATION IS LOCATED AT THE EVELYN SHARP FIELD NEAR THE SOUTHEAST
 ML0511'ENTRANCE TO THE AIRPORT.  IT IS 82.2 FT (25.1 M) SOUTHWEST OF THE
 ML0511'CENTERLINE OF STATE HIGHWAY 11, 33 FT (10.1 M) SOUTHEAST OF THE
 ML0511'CENTERLINE OF THE DIRT AIRPORT ENTRANCE ROAD, 26.3 FT (8.0 M) WEST OF
 ML0511'A WOOD POWER POLE AND 4.8 FT (1.5 M) NORTHWEST OF A WIRE FENCE.  THE
 ML0511'STATION IS A STANDARD BENCH MARK DISK STAMPED E 328 1950 SET IN THE
 ML0511'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0644 ***********************************************************************
 ML0644  DESIGNATION -  E 329
 ML0644  PID         -  ML0644
 ML0644  STATE/COUNTY-  NE/VALLEY
 ML0644  COUNTRY     -  US
 ML0644  USGS QUAD   -  COMSTOCK SE (2017)
 ML0644
 ML0644                         *CURRENT SURVEY CONTROL
 ML0644  ______________________________________________________________________
 ML0644* NAD 83(1986) POSITION- 41 31 00.     (N) 099 00 04.     (W)   SCALED
 ML0644* NAVD 88 ORTHO HEIGHT -   667.092 (meters)     2188.62  (feet) ADJUSTED
 ML0644  ______________________________________________________________________
 ML0644  GEOID HEIGHT    -        -23.763 (meters)                     GEOID18
 ML0644  DYNAMIC HEIGHT  -        666.760 (meters)     2187.53  (feet) COMP
 ML0644  MODELED GRAVITY -    980,103.3   (mgal)                       NAVD 88
 ML0644
 ML0644  VERT ORDER      -  SECOND    CLASS 0
 ML0644
 ML0644.The horizontal coordinates were scaled from a map and have
 ML0644.an estimated accuracy of +/- 6 seconds.
 ML0644
 ML0644.The orthometric height was determined by differential leveling and
 ML0644.adjusted by the NATIONAL GEODETIC SURVEY
 ML0644.in June 1991.
 ML0644
 ML0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0644.GEOID18 height accuracy estimate available here.
 ML0644
 ML0644.Click photographs - Photos may exist for this station.
 ML0644
 ML0644.The dynamic height is computed by dividing the NAVD 88
 ML0644.geopotential number by the normal gravity value computed on the
 ML0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0644.degrees latitude (g = 980.6199 gals.).
 ML0644
 ML0644.The modeled gravity was interpolated from observed gravity values.
 ML0644
 ML0644;                    North         East    Units  Estimated Accuracy
 ML0644;SPC NE       -   187,370.      583,350.      MT  (+/- 180 meters Scaled)
 ML0644
 ML0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML999961(NAD 83)
 ML0644
 ML0644                          SUPERSEDED SURVEY CONTROL
 ML0644
 ML0644  NGVD 29 (??/??/92)  666.838  (m)         2187.78   (f) ADJ UNCH    2 0
 ML0644
 ML0644.Superseded values are not recommended for survey control.
 ML0644
 ML0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0644.See file dsdata.pdf to determine how the superseded data were derived.
 ML0644
 ML0644_MARKER: DB = BENCH MARK DISK
 ML0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0644_STAMPING: E 329 1950
 ML0644_MARK LOGO: CGS
 ML0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0644+STABILITY: SURFACE MOTION
 ML0644
 ML0644  HISTORY     - Date     Condition        Report By
 ML0644  HISTORY     - 1950     MONUMENTED       CGS
 ML0644
 ML0644                          STATION DESCRIPTION
 ML0644
 ML0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0644'8.8 MI SW FROM ORD.
 ML0644'8.85 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST
 ML0644'OFFICE AT ORD, 0.15 MILE SOUTH OF A FARMHOUSE, 39 FEET WEST OF THE
 ML0644'CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHWEST OF A FENCE
 ML0644'CORNER, 1 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS
 ML0644'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 ML0644'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0893 ***********************************************************************
 MK0893  DESIGNATION -  E 330
 MK0893  PID         -  MK0893
 MK0893  STATE/COUNTY-  NE/BUTLER
 MK0893  COUNTRY     -  US
 MK0893  USGS QUAD   -  ROGERS (2017)
 MK0893
 MK0893                         *CURRENT SURVEY CONTROL
 MK0893  ______________________________________________________________________
 MK0893* NAD 83(1986) POSITION- 41 24 27.     (N) 096 56 03.     (W)   SCALED
 MK0893* NAVD 88 ORTHO HEIGHT -   408.798 (meters)     1341.20  (feet) ADJUSTED
 MK0893  ______________________________________________________________________
 MK0893  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 MK0893  DYNAMIC HEIGHT  -        408.622 (meters)     1340.62  (feet) COMP
 MK0893  MODELED GRAVITY -    980,180.2   (mgal)                       NAVD 88
 MK0893
 MK0893  VERT ORDER      -  SECOND    CLASS 0
 MK0893
 MK0893.The horizontal coordinates were scaled from a map and have
 MK0893.an estimated accuracy of +/- 6 seconds.
 MK0893
 MK0893.The orthometric height was determined by differential leveling and
 MK0893.adjusted by the NATIONAL GEODETIC SURVEY
 MK0893.in June 1991.
 MK0893
 MK0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0893.GEOID18 height accuracy estimate available here.
 MK0893
 MK0893.Click photographs - Photos may exist for this station.
 MK0893
 MK0893.The dynamic height is computed by dividing the NAVD 88
 MK0893.geopotential number by the normal gravity value computed on the
 MK0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0893.degrees latitude (g = 980.6199 gals.).
 MK0893
 MK0893.The modeled gravity was interpolated from observed gravity values.
 MK0893
 MK0893;                    North         East    Units  Estimated Accuracy
 MK0893;SPC NE       -   179,320.      756,210.      MT  (+/- 180 meters Scaled)
 MK0893
 MK0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL726860(NAD 83)
 MK0893
 MK0893                          SUPERSEDED SURVEY CONTROL
 MK0893
 MK0893  NGVD 29 (??/??/92)  408.639  (m)         1340.68   (f) ADJ UNCH    2 0
 MK0893
 MK0893.Superseded values are not recommended for survey control.
 MK0893
 MK0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0893.See file dsdata.pdf to determine how the superseded data were derived.
 MK0893
 MK0893_MARKER: DB = BENCH MARK DISK
 MK0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0893_STAMPING: E 330 1950
 MK0893_MARK LOGO: CGS
 MK0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0893+STABILITY: SURFACE MOTION
 MK0893
 MK0893  HISTORY     - Date     Condition        Report By
 MK0893  HISTORY     - 1950     MONUMENTED       CGS
 MK0893
 MK0893                          STATION DESCRIPTION
 MK0893
 MK0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0893'0.6 MI SW FROM LINWOOD.
 MK0893'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0893'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.1
 MK0893'MILE SOUTH ALONG A GRAVELED ROAD, IN THE SOUTHWEST CORNER OF A
 MK0893'SMALL PASTURE, 82 FEET SOUTH OF THE MOST SOUTHERLY ONE OF A ROW
 MK0893'OF CEDAR TREES, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 15.3
 MK0893'FEET NORTH OF A POWER POLE, 2.3 FEET EAST OF A FENCE, 1.2 FEET
 MK0893'NORTH OF A FENCE, 3.2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK0893'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0894 ***********************************************************************
 MK0894  DESIGNATION -  E 330 RESET
 MK0894  PID         -  MK0894
 MK0894  STATE/COUNTY-  NE/BUTLER
 MK0894  COUNTRY     -  US
 MK0894  USGS QUAD   -  ROGERS (2017)
 MK0894
 MK0894                         *CURRENT SURVEY CONTROL
 MK0894  ______________________________________________________________________
 MK0894* NAD 83(1986) POSITION- 41 24 27.     (N) 096 56 04.     (W)   SCALED
 MK0894* NAVD 88 ORTHO HEIGHT -   408.87  (meters)     1341.4   (feet) RESET
 MK0894  ______________________________________________________________________
 MK0894  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 MK0894  VERT ORDER      -  THIRD
 MK0894
 MK0894.The horizontal coordinates were scaled from a map and have
 MK0894.an estimated accuracy of +/- 6 seconds.
 MK0894
 MK0894.The orthometric height was computed from unverified reset data.
 MK0894
 MK0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0894.GEOID18 height accuracy estimate available here.
 MK0894
 MK0894.Click photographs - Photos may exist for this station.
 MK0894
 MK0894;                    North         East    Units  Estimated Accuracy
 MK0894;SPC NE       -   179,320.      756,190.      MT  (+/- 180 meters Scaled)
 MK0894
 MK0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL726860(NAD 83)
 MK0894
 MK0894                          SUPERSEDED SURVEY CONTROL
 MK0894
 MK0894  NGVD 29 (??/??/??)  408.71   (m)         1340.9    (f) RESET       3  
 MK0894
 MK0894.Superseded values are not recommended for survey control.
 MK0894
 MK0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0894.See file dsdata.pdf to determine how the superseded data were derived.
 MK0894
 MK0894_MARKER: DB = BENCH MARK DISK
 MK0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0894_STAMPING: E 330 RESET 1968
 MK0894_MARK LOGO: CGS
 MK0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0894+STABILITY: SURFACE MOTION
 MK0894
 MK0894  HISTORY     - Date     Condition        Report By
 MK0894  HISTORY     - 1968     MONUMENTED       NEDR
 MK0894
 MK0894                          STATION DESCRIPTION
 MK0894
 MK0894'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1968
 MK0894'0.6 MI SW FROM LINWOOD.
 MK0894'0.4 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MK0894'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.1
 MK0894'MILE SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHWEST CORNER OF A SMALL
 MK0894'PASTURE, 82 FEET SOUTH OF THE MOST SOUTHERLY OF A ROW OF CEDAR
 MK0894'TREES, 60 FEET EAST OF THE CENTER LINE OF THE NEW HIGHWAY, 2
 MK0894'FEET EAST OF A WITNESS POST, 1 FOOT WEST OF A FENCE LINE, SET
 MK0894'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 MK0894'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0971 ***********************************************************************
 ML0971  DESIGNATION -  E 332
 ML0971  PID         -  ML0971
 ML0971  STATE/COUNTY-  NE/CUSTER
 ML0971  COUNTRY     -  US
 ML0971  USGS QUAD   -  ANSELMO NE (2017)
 ML0971
 ML0971                         *CURRENT SURVEY CONTROL
 ML0971  ______________________________________________________________________
 ML0971* NAD 83(1986) POSITION- 41 40 20.     (N) 099 47 11.     (W)   SCALED
 ML0971* NAVD 88 ORTHO HEIGHT -   787.098 (meters)     2582.34  (feet) ADJUSTED
 ML0971  ______________________________________________________________________
 ML0971  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 ML0971  DYNAMIC HEIGHT  -        786.693 (meters)     2581.01  (feet) COMP
 ML0971  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 ML0971
 ML0971  VERT ORDER      -  SECOND    CLASS 0
 ML0971
 ML0971.The horizontal coordinates were scaled from a map and have
 ML0971.an estimated accuracy of +/- 6 seconds.
 ML0971
 ML0971.The orthometric height was determined by differential leveling and
 ML0971.adjusted by the NATIONAL GEODETIC SURVEY
 ML0971.in June 1991.
 ML0971
 ML0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0971.GEOID18 height accuracy estimate available here.
 ML0971
 ML0971.Click photographs - Photos may exist for this station.
 ML0971
 ML0971.The dynamic height is computed by dividing the NAVD 88
 ML0971.geopotential number by the normal gravity value computed on the
 ML0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0971.degrees latitude (g = 980.6199 gals.).
 ML0971
 ML0971.The modeled gravity was interpolated from observed gravity values.
 ML0971
 ML0971;                    North         East    Units  Estimated Accuracy
 ML0971;SPC NE       -   204,190.      517,780.      MT  (+/- 180 meters Scaled)
 ML0971
 ML0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM345136(NAD 83)
 ML0971
 ML0971                          SUPERSEDED SURVEY CONTROL
 ML0971
 ML0971  NGVD 29 (??/??/92)  786.812  (m)         2581.40   (f) ADJ UNCH    2 0
 ML0971
 ML0971.Superseded values are not recommended for survey control.
 ML0971
 ML0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0971.See file dsdata.pdf to determine how the superseded data were derived.
 ML0971
 ML0971_MARKER: DB = BENCH MARK DISK
 ML0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0971_STAMPING: E 332 1950
 ML0971_MARK LOGO: CGS
 ML0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0971+STABILITY: SURFACE MOTION
 ML0971
 ML0971  HISTORY     - Date     Condition        Report By
 ML0971  HISTORY     - 1950     MONUMENTED       CGS
 ML0971
 ML0971                          STATION DESCRIPTION
 ML0971
 ML0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0971'5.5 MI SW FROM MILBURN.
 ML0971'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0971'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 ML0971'THENCE 3.4 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD,
 ML0971'AT A JUNCTION WITH A TRACK FARM ROAD LEADING SOUTHEAST, 238 FEET
 ML0971'SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING
 ML0971'SOUTHWEST, 0.1 MILE SOUTHEAST OF A WINDMILL, 13 FEET SOUTHWEST
 ML0971'OF THE CENTER LINE OF THE TRACK ROAD LEADING SOUTHEAST, 1 FOOT
 ML0971'NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SET
 ML0971'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0971'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1367 ***********************************************************************
 MK1367  DESIGNATION -  E 333
 MK1367  PID         -  MK1367
 MK1367  STATE/COUNTY-  NE/MERRICK
 MK1367  COUNTRY     -  US
 MK1367  USGS QUAD   -  POLK NW (2017)
 MK1367
 MK1367                         *CURRENT SURVEY CONTROL
 MK1367  ______________________________________________________________________
 MK1367* NAD 83(1986) POSITION- 41 10 16.     (N) 097 57 29.     (W)   SCALED
 MK1367* NAVD 88 ORTHO HEIGHT -   508.388 (meters)     1667.94  (feet) ADJUSTED
 MK1367  ______________________________________________________________________
 MK1367  GEOID HEIGHT    -        -25.221 (meters)                     GEOID18
 MK1367  DYNAMIC HEIGHT  -        508.141 (meters)     1667.13  (feet) COMP
 MK1367  MODELED GRAVITY -    980,122.5   (mgal)                       NAVD 88
 MK1367
 MK1367  VERT ORDER      -  FIRST     CLASS II
 MK1367
 MK1367.The horizontal coordinates were scaled from a map and have
 MK1367.an estimated accuracy of +/- 6 seconds.
 MK1367
 MK1367.The orthometric height was determined by differential leveling and
 MK1367.adjusted by the NATIONAL GEODETIC SURVEY
 MK1367.in June 1991.
 MK1367
 MK1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1367.GEOID18 height accuracy estimate available here.
 MK1367
 MK1367.Click photographs - Photos may exist for this station.
 MK1367
 MK1367.The dynamic height is computed by dividing the NAVD 88
 MK1367.geopotential number by the normal gravity value computed on the
 MK1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1367.degrees latitude (g = 980.6199 gals.).
 MK1367
 MK1367.The modeled gravity was interpolated from observed gravity values.
 MK1367
 MK1367;                    North         East    Units  Estimated Accuracy
 MK1367;SPC NE       -   150,550.      671,280.      MT  (+/- 180 meters Scaled)
 MK1367
 MK1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874582(NAD 83)
 MK1367
 MK1367                          SUPERSEDED SURVEY CONTROL
 MK1367
 MK1367  NGVD 29 (??/??/92)  508.175  (m)         1667.24   (f) ADJ UNCH    1 2
 MK1367
 MK1367.Superseded values are not recommended for survey control.
 MK1367
 MK1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1367.See file dsdata.pdf to determine how the superseded data were derived.
 MK1367
 MK1367_MARKER: DB = BENCH MARK DISK
 MK1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1367_STAMPING: E 333 1950
 MK1367_MARK LOGO: CGS
 MK1367_PROJECTION: FLUSH
 MK1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1367+STABILITY: SURFACE MOTION
 MK1367
 MK1367  HISTORY     - Date     Condition        Report By
 MK1367  HISTORY     - 1950     MONUMENTED       CGS
 MK1367
 MK1367                          STATION DESCRIPTION
 MK1367
 MK1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1367'5.2 MI NE FROM CENTRAL CITY.
 MK1367'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1367'STATION AT CENTRAL CITY, THENCE 2.2 MILES NORTH ALONG A GRADED
 MK1367'DIRT ROAD, THENCE 0.3 MILE EAST THROUGH A FARMYARD, AT THE SILVER
 MK1367'T AIRPORT, 68 FEET SOUTHWEST OF A GASOLINE PUMP, 2.2 FEET SOUTHEAST
 MK1367'OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR, SET IN THE TOP OF A
 MK1367'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0173 ***********************************************************************
 LH0173  DESIGNATION -  E 334
 LH0173  PID         -  LH0173
 LH0173  STATE/COUNTY-  NE/HAMILTON
 LH0173  COUNTRY     -  US
 LH0173  USGS QUAD   -  MURPHY (2017)
 LH0173
 LH0173                         *CURRENT SURVEY CONTROL
 LH0173  ______________________________________________________________________
 LH0173* NAD 83(1986) POSITION- 40 58 25.     (N) 098 05 37.     (W)   SCALED
 LH0173* NAVD 88 ORTHO HEIGHT -   566.603 (meters)     1858.93  (feet) ADJUSTED
 LH0173  ______________________________________________________________________
 LH0173  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 LH0173  DYNAMIC HEIGHT  -        566.310 (meters)     1857.97  (feet) COMP
 LH0173  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 LH0173
 LH0173  VERT ORDER      -  SECOND    CLASS 0
 LH0173
 LH0173.The horizontal coordinates were scaled from a map and have
 LH0173.an estimated accuracy of +/- 6 seconds.
 LH0173
 LH0173.The orthometric height was determined by differential leveling and
 LH0173.adjusted by the NATIONAL GEODETIC SURVEY
 LH0173.in June 1991.
 LH0173
 LH0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0173.GEOID18 height accuracy estimate available here.
 LH0173
 LH0173.Click photographs - Photos may exist for this station.
 LH0173
 LH0173.The dynamic height is computed by dividing the NAVD 88
 LH0173.geopotential number by the normal gravity value computed on the
 LH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0173.degrees latitude (g = 980.6199 gals.).
 LH0173
 LH0173.The modeled gravity was interpolated from observed gravity values.
 LH0173
 LH0173;                    North         East    Units  Estimated Accuracy
 LH0173;SPC NE       -   128,370.      660,400.      MT  (+/- 180 meters Scaled)
 LH0173
 LH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL762362(NAD 83)
 LH0173
 LH0173                          SUPERSEDED SURVEY CONTROL
 LH0173
 LH0173  NGVD 29 (??/??/92)  566.369  (m)         1858.16   (f) ADJ UNCH    2 0
 LH0173
 LH0173.Superseded values are not recommended for survey control.
 LH0173
 LH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0173.See file dsdata.pdf to determine how the superseded data were derived.
 LH0173
 LH0173_MARKER: DB = BENCH MARK DISK
 LH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0173_STAMPING: E 334 1950
 LH0173_MARK LOGO: CGS
 LH0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0173+STABILITY: SURFACE MOTION
 LH0173
 LH0173  HISTORY     - Date     Condition        Report By
 LH0173  HISTORY     - 1950     MONUMENTED       CGS
 LH0173
 LH0173                          STATION DESCRIPTION
 LH0173
 LH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0173'6.5 MI SW FROM MARQUETTE.
 LH0173'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0173'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0173'3.0 MILES WEST ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 48 FEET
 LH0173'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET
 LH0173'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 13.5 FEET
 LH0173'WEST OF A TELEPHONE POLE, 13.5 FEET WEST OF A FENCE CORNER, 1.8
 LH0173'FEET SOUTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE
 LH0173'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LH0173'NOTE-- THIS MARK IS 0.8 MILE EAST OF BENCH MARK F 334.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1326 ***********************************************************************
 MK1326  DESIGNATION -  E 335
 MK1326  PID         -  MK1326
 MK1326  STATE/COUNTY-  NE/BUTLER
 MK1326  COUNTRY     -  US
 MK1326  USGS QUAD   -  COLUMBUS SE (2017)
 MK1326
 MK1326                         *CURRENT SURVEY CONTROL
 MK1326  ______________________________________________________________________
 MK1326* NAD 83(1986) POSITION- 41 19 19.     (N) 097 19 51.     (W)   SCALED
 MK1326* NAVD 88 ORTHO HEIGHT -   452.127 (meters)     1483.35  (feet) ADJUSTED
 MK1326  ______________________________________________________________________
 MK1326  GEOID HEIGHT    -        -25.525 (meters)                     GEOID18
 MK1326  DYNAMIC HEIGHT  -        451.925 (meters)     1482.69  (feet) COMP
 MK1326  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 MK1326
 MK1326  VERT ORDER      -  SECOND    CLASS 0
 MK1326
 MK1326.The horizontal coordinates were scaled from a map and have
 MK1326.an estimated accuracy of +/- 6 seconds.
 MK1326
 MK1326.The orthometric height was determined by differential leveling and
 MK1326.adjusted by the NATIONAL GEODETIC SURVEY
 MK1326.in June 1991.
 MK1326
 MK1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1326.GEOID18 height accuracy estimate available here.
 MK1326
 MK1326.Click photographs - Photos may exist for this station.
 MK1326
 MK1326.The dynamic height is computed by dividing the NAVD 88
 MK1326.geopotential number by the normal gravity value computed on the
 MK1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1326.degrees latitude (g = 980.6199 gals.).
 MK1326
 MK1326.The modeled gravity was interpolated from observed gravity values.
 MK1326
 MK1326;                    North         East    Units  Estimated Accuracy
 MK1326;SPC NE       -   168,720.      723,360.      MT  (+/- 180 meters Scaled)
 MK1326
 MK1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL396758(NAD 83)
 MK1326
 MK1326                          SUPERSEDED SURVEY CONTROL
 MK1326
 MK1326  NGVD 29 (??/??/92)  451.949  (m)         1482.77   (f) ADJ UNCH    2 0
 MK1326
 MK1326.Superseded values are not recommended for survey control.
 MK1326
 MK1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1326.See file dsdata.pdf to determine how the superseded data were derived.
 MK1326
 MK1326_MARKER: DB = BENCH MARK DISK
 MK1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1326_STAMPING: E 335 1950
 MK1326_MARK LOGO: CGS
 MK1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1326+STABILITY: SURFACE MOTION
 MK1326
 MK1326  HISTORY     - Date     Condition        Report By
 MK1326  HISTORY     - 1950     MONUMENTED       CGS
 MK1326
 MK1326                          STATION DESCRIPTION
 MK1326
 MK1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1326'6.2 MI W FROM BELLWOOD.
 MK1326'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1326'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1326'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 MK1326'A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE EAST END OF AN
 MK1326'EAST AND WEST WINDBREAK, 73 FEET NORTH OF THE CENTER LINE OF AN
 MK1326'EAST AND WEST ROAD, 42 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1326'AND SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MK1326'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0131 ***********************************************************************
 LH0131  DESIGNATION -  E 336
 LH0131  PID         -  LH0131
 LH0131  STATE/COUNTY-  NE/HAMILTON
 LH0131  COUNTRY     -  US
 LH0131  USGS QUAD   -  PHILLIPS (2017)
 LH0131
 LH0131                         *CURRENT SURVEY CONTROL
 LH0131  ______________________________________________________________________
 LH0131* NAD 83(1986) POSITION- 40 52 54.     (N) 098 10 17.     (W)   SCALED
 LH0131* NAVD 88 ORTHO HEIGHT -   570.524 (meters)     1871.79  (feet) ADJUSTED
 LH0131  ______________________________________________________________________
 LH0131  GEOID HEIGHT    -        -25.334 (meters)                     GEOID18
 LH0131  DYNAMIC HEIGHT  -        570.225 (meters)     1870.81  (feet) COMP
 LH0131  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 LH0131
 LH0131  VERT ORDER      -  SECOND    CLASS 0
 LH0131
 LH0131.The horizontal coordinates were scaled from a map and have
 LH0131.an estimated accuracy of +/- 6 seconds.
 LH0131
 LH0131.The orthometric height was determined by differential leveling and
 LH0131.adjusted by the NATIONAL GEODETIC SURVEY
 LH0131.in June 1991.
 LH0131
 LH0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0131.GEOID18 height accuracy estimate available here.
 LH0131
 LH0131.Click photographs - Photos may exist for this station.
 LH0131
 LH0131.The dynamic height is computed by dividing the NAVD 88
 LH0131.geopotential number by the normal gravity value computed on the
 LH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0131.degrees latitude (g = 980.6199 gals.).
 LH0131
 LH0131.The modeled gravity was interpolated from observed gravity values.
 LH0131
 LH0131;                    North         East    Units  Estimated Accuracy
 LH0131;SPC NE       -   118,020.      654,070.      MT  (+/- 180 meters Scaled)
 LH0131
 LH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL698259(NAD 83)
 LH0131
 LH0131                          SUPERSEDED SURVEY CONTROL
 LH0131
 LH0131  NGVD 29 (??/??/92)  570.287  (m)         1871.02   (f) ADJ UNCH    2 0
 LH0131
 LH0131.Superseded values are not recommended for survey control.
 LH0131
 LH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0131.See file dsdata.pdf to determine how the superseded data were derived.
 LH0131
 LH0131_MARKER: DB = BENCH MARK DISK
 LH0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0131_STAMPING: E 336 1950
 LH0131_MARK LOGO: CGS
 LH0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0131+STABILITY: SURFACE MOTION
 LH0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0131+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 LH0131
 LH0131  HISTORY     - Date     Condition        Report By
 LH0131  HISTORY     - 1950     MONUMENTED       CGS
 LH0131  HISTORY     - 20060715 GOOD             JCLS
 LH0131
 LH0131                          STATION DESCRIPTION
 LH0131
 LH0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0131'2.5 MI SE FROM PHILLIPS.
 LH0131'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0131'FROM THE STATION AT PHILLIPS, THENCE 0.1 MILE SOUTH ALONG A
 LH0131'GRAVELED ROAD, AT A ROAD INTERSECTION, 37 FEET WEST OF THE CENTER
 LH0131'LINE OF A NORTH AND SOUTH ROAD, 37 FEET NORTH OF THE CENTER LINE
 LH0131'OF AN EAST AND WEST ROAD, 4 FEET NORTHWEST OF A TELEPHONE POLE,
 LH0131'2.7 FEET WEST OF A FENCE, 2 FEET NORTH OF A FENCE, 1.2 FEET
 LH0131'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0131'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0131
 LH0131                          STATION RECOVERY (2006)
 LH0131
 LH0131'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 LH0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0141 ***********************************************************************
 LH0141  DESIGNATION -  E 337
 LH0141  PID         -  LH0141
 LH0141  STATE/COUNTY-  NE/HAMILTON
 LH0141  COUNTRY     -  US
 LH0141  USGS QUAD   -  PHILLIPS (2017)
 LH0141
 LH0141                         *CURRENT SURVEY CONTROL
 LH0141  ______________________________________________________________________
 LH0141* NAD 83(1986) POSITION- 40 52 58.     (N) 098 08 08.     (W)   SCALED
 LH0141* NAVD 88 ORTHO HEIGHT -   558.671 (meters)     1832.91  (feet) ADJUSTED
 LH0141  ______________________________________________________________________
 LH0141  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 LH0141  DYNAMIC HEIGHT  -        558.378 (meters)     1831.95  (feet) COMP
 LH0141  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LH0141
 LH0141  VERT ORDER      -  SECOND    CLASS 0
 LH0141
 LH0141.The horizontal coordinates were scaled from a map and have
 LH0141.an estimated accuracy of +/- 6 seconds.
 LH0141
 LH0141.The orthometric height was determined by differential leveling and
 LH0141.adjusted by the NATIONAL GEODETIC SURVEY
 LH0141.in June 1991.
 LH0141
 LH0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0141.GEOID18 height accuracy estimate available here.
 LH0141
 LH0141.Click photographs - Photos may exist for this station.
 LH0141
 LH0141.The dynamic height is computed by dividing the NAVD 88
 LH0141.geopotential number by the normal gravity value computed on the
 LH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0141.degrees latitude (g = 980.6199 gals.).
 LH0141
 LH0141.The modeled gravity was interpolated from observed gravity values.
 LH0141
 LH0141;                    North         East    Units  Estimated Accuracy
 LH0141;SPC NE       -   118,210.      657,090.      MT  (+/- 180 meters Scaled)
 LH0141
 LH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL728261(NAD 83)
 LH0141
 LH0141                          SUPERSEDED SURVEY CONTROL
 LH0141
 LH0141  NGVD 29 (??/??/92)  558.433  (m)         1832.13   (f) ADJ UNCH    2 0
 LH0141
 LH0141.Superseded values are not recommended for survey control.
 LH0141
 LH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0141.See file dsdata.pdf to determine how the superseded data were derived.
 LH0141
 LH0141_MARKER: DB = BENCH MARK DISK
 LH0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0141_SP_SET: CULVERT HEADWALL
 LH0141_STAMPING: E 337 1950
 LH0141_MARK LOGO: CGS
 LH0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0141+STABILITY: SURFACE MOTION
 LH0141
 LH0141  HISTORY     - Date     Condition        Report By
 LH0141  HISTORY     - 1950     MONUMENTED       CGS
 LH0141  HISTORY     - 20090514 MARK NOT FOUND   GEOCAC
 LH0141
 LH0141                          STATION DESCRIPTION
 LH0141
 LH0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0141'1.1 MI NW FROM MURPHY.
 LH0141'0.85 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0141'FROM THE AURORA COOP. GRAIN ELEVATOR AT MURPHY, THENCE 0.25 MILE
 LH0141'NORTH ALONG A GRADED DIRT ROAD, AT A ROAD INTERSECTION, 53 FEET
 LH0141'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 31 FEET
 LH0141'SOUTHWEST OF A POWER POLE, 9 FEET EAST OF THE CENTER LINE OF A
 LH0141'NORTH AND SOUTH DIRT ROAD, SET IN THE TOP OF THE SOUTH END OF
 LH0141'THE EAST HEADWALL OF A CONCRETE CULVERT, 1 FOOT ABOVE THE LEVEL
 LH0141'OF THE ROAD.
 LH0141
 LH0141                          STATION RECOVERY (2009)
 LH0141
 LH0141'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 LH0141'THE CONCRETE CULVERT HAS BEEN REPLACED WITH AN EARTH COVERED 36 INCH
 LH0141'PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0134 ***********************************************************************
 LH0134  DESIGNATION -  E 338
 LH0134  PID         -  LH0134
 LH0134  STATE/COUNTY-  NE/HAMILTON
 LH0134  COUNTRY     -  US
 LH0134  USGS QUAD   -  AURORA WEST (2017)
 LH0134
 LH0134                         *CURRENT SURVEY CONTROL
 LH0134  ______________________________________________________________________
 LH0134* NAD 83(1986) POSITION- 40 51 44.     (N) 098 00 50.     (W)   SCALED
 LH0134* NAVD 88 ORTHO HEIGHT -   548.906 (meters)     1800.87  (feet) ADJUSTED
 LH0134  ______________________________________________________________________
 LH0134  GEOID HEIGHT    -        -25.578 (meters)                     GEOID18
 LH0134  DYNAMIC HEIGHT  -        548.621 (meters)     1799.93  (feet) COMP
 LH0134  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 LH0134
 LH0134  VERT ORDER      -  SECOND    CLASS 0
 LH0134
 LH0134.The horizontal coordinates were scaled from a map and have
 LH0134.an estimated accuracy of +/- 6 seconds.
 LH0134
 LH0134.The orthometric height was determined by differential leveling and
 LH0134.adjusted by the NATIONAL GEODETIC SURVEY
 LH0134.in June 1991.
 LH0134
 LH0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0134.GEOID18 height accuracy estimate available here.
 LH0134
 LH0134.Click photographs - Photos may exist for this station.
 LH0134
 LH0134.The dynamic height is computed by dividing the NAVD 88
 LH0134.geopotential number by the normal gravity value computed on the
 LH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0134.degrees latitude (g = 980.6199 gals.).
 LH0134
 LH0134.The modeled gravity was interpolated from observed gravity values.
 LH0134
 LH0134;                    North         East    Units  Estimated Accuracy
 LH0134;SPC NE       -   116,160.      667,390.      MT  (+/- 180 meters Scaled)
 LH0134
 LH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL831239(NAD 83)
 LH0134
 LH0134                          SUPERSEDED SURVEY CONTROL
 LH0134
 LH0134  NGVD 29 (??/??/92)  548.675  (m)         1800.11   (f) ADJ UNCH    2 0
 LH0134
 LH0134.Superseded values are not recommended for survey control.
 LH0134
 LH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0134.See file dsdata.pdf to determine how the superseded data were derived.
 LH0134
 LH0134_MARKER: DB = BENCH MARK DISK
 LH0134_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0134_SP_SET: LOADING CHUTE
 LH0134_STAMPING: E 338 1950
 LH0134_MARK LOGO: CGS
 LH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0134+STABILITY: SURFACE MOTION
 LH0134
 LH0134  HISTORY     - Date     Condition        Report By
 LH0134  HISTORY     - 1950     MONUMENTED       CGS
 LH0134  HISTORY     - 1965     MARK NOT FOUND   USGS
 LH0134
 LH0134                          STATION DESCRIPTION
 LH0134
 LH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0134'0.7 MI W FROM AURORA.
 LH0134'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0134'FROM THE STATION AT AURORA, 0.2 MILE EAST OF A ROAD CROSSING,
 LH0134'AT A COAL LOADING CHUTE, SET IN THE CENTER OF THE NORTH CONCRETE
 LH0134'BASE (2 FT X 23 FT) SUPPORTING THE TWO NORTH LEGS OF THE COAL
 LH0134'CHUTE, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 LH0134'BLOCK BUILDING WHICH IS THE CONTROL HOUSE FOR THE LOADING CHUTE,
 LH0134'8.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK AND 2.0 FEET
 LH0134'ABOVE THE GROUND.
 LH0134
 LH0134                          STATION RECOVERY (1965)
 LH0134
 LH0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LH0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0457 ***********************************************************************
 NP0457  DESIGNATION -  E 340
 NP0457  PID         -  NP0457
 NP0457  STATE/COUNTY-  NE/SIOUX
 NP0457  COUNTRY     -  US
 NP0457  USGS QUAD   -  HARRISON WEST (2017)
 NP0457
 NP0457                         *CURRENT SURVEY CONTROL
 NP0457  ______________________________________________________________________
 NP0457* NAD 83(1986) POSITION- 42 41 07.     (N) 103 52 31.     (W)   SCALED
 NP0457* NAVD 88 ORTHO HEIGHT -  1477.442 (meters)     4847.24  (feet) ADJUSTED
 NP0457  ______________________________________________________________________
 NP0457  GEOID HEIGHT    -        -16.176 (meters)                     GEOID18
 NP0457  DYNAMIC HEIGHT  -       1476.571 (meters)     4844.38  (feet) COMP
 NP0457  MODELED GRAVITY -    979,979.0   (mgal)                       NAVD 88
 NP0457
 NP0457  VERT ORDER      -  FIRST     CLASS II
 NP0457
 NP0457.The horizontal coordinates were scaled from a map and have
 NP0457.an estimated accuracy of +/- 6 seconds.
 NP0457
 NP0457.The orthometric height was determined by differential leveling and
 NP0457.adjusted by the NATIONAL GEODETIC SURVEY
 NP0457.in June 1991.
 NP0457
 NP0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0457.GEOID18 height accuracy estimate available here.
 NP0457
 NP0457.Click photographs - Photos may exist for this station.
 NP0457
 NP0457.The dynamic height is computed by dividing the NAVD 88
 NP0457.geopotential number by the normal gravity value computed on the
 NP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0457.degrees latitude (g = 980.6199 gals.).
 NP0457
 NP0457.The modeled gravity was interpolated from observed gravity values.
 NP0457
 NP0457;                    North         East    Units  Estimated Accuracy
 NP0457;SPC NE       -   323,780.      182,550.      MT  (+/- 180 meters Scaled)
 NP0457
 NP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH921264(NAD 83)
 NP0457
 NP0457                          SUPERSEDED SURVEY CONTROL
 NP0457
 NP0457  NGVD 29 (??/??/92) 1476.756  (m)         4844.99   (f) ADJ UNCH    1 2
 NP0457
 NP0457.Superseded values are not recommended for survey control.
 NP0457
 NP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0457.See file dsdata.pdf to determine how the superseded data were derived.
 NP0457
 NP0457_MARKER: DB = BENCH MARK DISK
 NP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0457_STAMPING: E 340 1954
 NP0457_MARK LOGO: CGS
 NP0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0457+STABILITY: SURFACE MOTION
 NP0457
 NP0457  HISTORY     - Date     Condition        Report By
 NP0457  HISTORY     - 1954     MONUMENTED       CGS
 NP0457
 NP0457                          STATION DESCRIPTION
 NP0457
 NP0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0457'0.4 MI E FROM HARRISON.
 NP0457'0.4 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0457'THE STATION AT HARRISON, 1 POLE WEST OF MILEPOST 460, 81 FEET
 NP0457'NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF THE EAST END OF A SNOW
 NP0457'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0457'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0319 ***********************************************************************
 NP0319  DESIGNATION -  E 341
 NP0319  PID         -  NP0319
 NP0319  STATE/COUNTY-  NE/DAWES
 NP0319  COUNTRY     -  US
 NP0319  USGS QUAD   -  CRAWFORD (2017)
 NP0319
 NP0319                         *CURRENT SURVEY CONTROL
 NP0319  ______________________________________________________________________
 NP0319* NAD 83(1986) POSITION- 42 39 32.     (N) 103 28 31.     (W)   SCALED
 NP0319* NAVD 88 ORTHO HEIGHT -  1157.186 (meters)     3796.53  (feet) ADJUSTED
 NP0319  ______________________________________________________________________
 NP0319  GEOID HEIGHT    -        -17.392 (meters)                     GEOID18
 NP0319  DYNAMIC HEIGHT  -       1156.555 (meters)     3794.46  (feet) COMP
 NP0319  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 NP0319
 NP0319  VERT ORDER      -  FIRST     CLASS II
 NP0319
 NP0319.The horizontal coordinates were scaled from a map and have
 NP0319.an estimated accuracy of +/- 6 seconds.
 NP0319
 NP0319.The orthometric height was determined by differential leveling and
 NP0319.adjusted by the NATIONAL GEODETIC SURVEY
 NP0319.in June 1991.
 NP0319
 NP0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0319.GEOID18 height accuracy estimate available here.
 NP0319
 NP0319.Click photographs - Photos may exist for this station.
 NP0319
 NP0319.The dynamic height is computed by dividing the NAVD 88
 NP0319.geopotential number by the normal gravity value computed on the
 NP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0319.degrees latitude (g = 980.6199 gals.).
 NP0319
 NP0319.The modeled gravity was interpolated from observed gravity values.
 NP0319
 NP0319;                    North         East    Units  Estimated Accuracy
 NP0319;SPC NE       -   319,460.      215,180.      MT  (+/- 180 meters Scaled)
 NP0319
 NP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH249240(NAD 83)
 NP0319
 NP0319                          SUPERSEDED SURVEY CONTROL
 NP0319
 NP0319  NGVD 29 (??/??/92) 1156.584  (m)         3794.56   (f) ADJ UNCH    1 2
 NP0319
 NP0319.Superseded values are not recommended for survey control.
 NP0319
 NP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0319.See file dsdata.pdf to determine how the superseded data were derived.
 NP0319
 NP0319_MARKER: DB = BENCH MARK DISK
 NP0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0319_STAMPING: E 341 1954
 NP0319_MARK LOGO: CGS
 NP0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0319+STABILITY: SURFACE MOTION
 NP0319
 NP0319  HISTORY     - Date     Condition        Report By
 NP0319  HISTORY     - 1954     MONUMENTED       CGS
 NP0319  HISTORY     - 1985     GOOD             NGS
 NP0319
 NP0319                          STATION DESCRIPTION
 NP0319
 NP0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0319'3.8 MI SW FROM CRAWFORD.
 NP0319'3.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0319'FROM THE STATION AT CRAWFORD, 9 POLES SOUTHWEST OF MILEPOST
 NP0319'436, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST
 NP0319'OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 NP0319'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0319
 NP0319                          STATION RECOVERY (1985)
 NP0319
 NP0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0126 ***********************************************************************
 MN0126  DESIGNATION -  E 342
 MN0126  PID         -  MN0126
 MN0126  STATE/COUNTY-  NE/MORRILL
 MN0126  COUNTRY     -  US
 MN0126  USGS QUAD   -  COWBOY HILL (2017)
 MN0126
 MN0126                         *CURRENT SURVEY CONTROL
 MN0126  ______________________________________________________________________
 MN0126* NAD 83(1986) POSITION- 41 59 05.     (N) 102 57 41.     (W)   SCALED
 MN0126* NAVD 88 ORTHO HEIGHT -  1243.610 (meters)     4080.08  (feet) ADJUSTED
 MN0126  ______________________________________________________________________
 MN0126  GEOID HEIGHT    -        -18.884 (meters)                     GEOID18
 MN0126  DYNAMIC HEIGHT  -       1242.854 (meters)     4077.60  (feet) COMP
 MN0126  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 MN0126
 MN0126  VERT ORDER      -  FIRST     CLASS II
 MN0126
 MN0126.The horizontal coordinates were scaled from a map and have
 MN0126.an estimated accuracy of +/- 6 seconds.
 MN0126
 MN0126.The orthometric height was determined by differential leveling and
 MN0126.adjusted by the NATIONAL GEODETIC SURVEY
 MN0126.in June 1991.
 MN0126
 MN0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0126.GEOID18 height accuracy estimate available here.
 MN0126
 MN0126.Click photographs - Photos may exist for this station.
 MN0126
 MN0126.The dynamic height is computed by dividing the NAVD 88
 MN0126.geopotential number by the normal gravity value computed on the
 MN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0126.degrees latitude (g = 980.6199 gals.).
 MN0126
 MN0126.The modeled gravity was interpolated from observed gravity values.
 MN0126
 MN0126;                    North         East    Units  Estimated Accuracy
 MN0126;SPC NE       -   243,060.      254,710.      MT  (+/- 180 meters Scaled)
 MN0126
 MN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG688500(NAD 83)
 MN0126
 MN0126                          SUPERSEDED SURVEY CONTROL
 MN0126
 MN0126  NGVD 29 (??/??/92) 1243.008  (m)         4078.10   (f) ADJ UNCH    1 2
 MN0126
 MN0126.Superseded values are not recommended for survey control.
 MN0126
 MN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0126.See file dsdata.pdf to determine how the superseded data were derived.
 MN0126
 MN0126_MARKER: DB = BENCH MARK DISK
 MN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0126_STAMPING: E 342 1956
 MN0126_MARK LOGO: CGS
 MN0126_PROJECTION: FLUSH
 MN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0126+STABILITY: SURFACE MOTION
 MN0126
 MN0126  HISTORY     - Date     Condition        Report By
 MN0126  HISTORY     - 1956     MONUMENTED       CGS
 MN0126  HISTORY     - 1985     GOOD             NGS
 MN0126
 MN0126                          STATION DESCRIPTION
 MN0126
 MN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0126'9.2 MI SW FROM ALLIANCE.
 MN0126'9.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0126'RAILROAD FROM THE STATION AT ALLIANCE, 115 FEET SOUTHEAST OF THE
 MN0126'CENTER LINE OF STATE HIGHWAY 19, 30.8 FEET NORTHWEST OF THE
 MN0126'NORTHWEST RAIL, 5.2 FEET EAST OF THE 9TH POLE SOUTHWEST OF
 MN0126'MILEPOST 9, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 MN0126'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 MN0126'IN THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE
 MN0126'49 WEST.
 MN0126
 MN0126                          STATION RECOVERY (1985)
 MN0126
 MN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.80 KM (9.2
 MN0126'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 MN0126'AT ALLIANCE, 9.39 METERS (30.8 FT) NORTHWEST OF THE NORHTWEST RAIL,
 MN0126'65.85 METERS (21.6 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385,
 MN0126'35.06 METERS (115 FT) SOUTHEAST OF THE CENTER OF OLD HIGHWAY 19 AND
 MN0126'0.76 METER (2.5 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 MN0126'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 MN0126'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0364 ***********************************************************************
 NP0364  DESIGNATION -  E 343
 NP0364  PID         -  NP0364
 NP0364  STATE/COUNTY-  NE/BOX BUTTE
 NP0364  COUNTRY     -  US
 NP0364  USGS QUAD   -  MARSLAND (2017)
 NP0364
 NP0364                         *CURRENT SURVEY CONTROL
 NP0364  ______________________________________________________________________
 NP0364* NAD 83(1986) POSITION- 42 25 36.     (N) 103 17 31.     (W)   SCALED
 NP0364* NAVD 88 ORTHO HEIGHT -  1267.472 (meters)     4158.36  (feet) ADJUSTED
 NP0364  ______________________________________________________________________
 NP0364  GEOID HEIGHT    -        -18.097 (meters)                     GEOID18
 NP0364  DYNAMIC HEIGHT  -       1266.720 (meters)     4155.90  (feet) COMP
 NP0364  MODELED GRAVITY -    979,984.1   (mgal)                       NAVD 88
 NP0364
 NP0364  VERT ORDER      -  FIRST     CLASS II
 NP0364
 NP0364.The horizontal coordinates were scaled from a map and have
 NP0364.an estimated accuracy of +/- 6 seconds.
 NP0364
 NP0364.The orthometric height was determined by differential leveling and
 NP0364.adjusted by the NATIONAL GEODETIC SURVEY
 NP0364.in June 1991.
 NP0364
 NP0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0364.GEOID18 height accuracy estimate available here.
 NP0364
 NP0364.Click photographs - Photos may exist for this station.
 NP0364
 NP0364.The dynamic height is computed by dividing the NAVD 88
 NP0364.geopotential number by the normal gravity value computed on the
 NP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0364.degrees latitude (g = 980.6199 gals.).
 NP0364
 NP0364.The modeled gravity was interpolated from observed gravity values.
 NP0364
 NP0364;                    North         East    Units  Estimated Accuracy
 NP0364;SPC NE       -   293,090.      229,210.      MT  (+/- 180 meters Scaled)
 NP0364
 NP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG405985(NAD 83)
 NP0364
 NP0364                          SUPERSEDED SURVEY CONTROL
 NP0364
 NP0364  NGVD 29 (??/??/92) 1266.816  (m)         4156.21   (f) ADJ UNCH    1 2
 NP0364
 NP0364.Superseded values are not recommended for survey control.
 NP0364
 NP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0364.See file dsdata.pdf to determine how the superseded data were derived.
 NP0364
 NP0364_MARKER: DB = BENCH MARK DISK
 NP0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0364_STAMPING: E 343 1956
 NP0364_MARK LOGO: CGS
 NP0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0364+STABILITY: SURFACE MOTION
 NP0364
 NP0364  HISTORY     - Date     Condition        Report By
 NP0364  HISTORY     - 1956     MONUMENTED       CGS
 NP0364  HISTORY     - 1985     GOOD             NGS
 NP0364
 NP0364                          STATION DESCRIPTION
 NP0364
 NP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0364'2 MI S FROM MARSLAND.
 NP0364'1.95 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0364'RAILROAD FROM THE STATION AT MARSLAND, 16 POLES EAST OF MILEPOST
 NP0364'399, 47 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 NP0364'40 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE,
 NP0364'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0364'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NP0364'1/4 OF SECTION 5, TOWNSHIP 28 NORTH, RANGE 51 WEST.
 NP0364
 NP0364                          STATION RECOVERY (1985)
 NP0364
 NP0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0364'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0364'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 2.90 KM
 NP0364'(1.8 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0388 ***********************************************************************
 NP0388  DESIGNATION -  E 344
 NP0388  PID         -  NP0388
 NP0388  STATE/COUNTY-  NE/BOX BUTTE
 NP0388  COUNTRY     -  US
 NP0388  USGS QUAD   -  MARSLAND SE (2017)
 NP0388
 NP0388                         *CURRENT SURVEY CONTROL
 NP0388  ______________________________________________________________________
 NP0388* NAD 83(1986) POSITION- 42 19 23.     (N) 103 17 18.     (W)   SCALED
 NP0388* NAVD 88 ORTHO HEIGHT -  1364.160 (meters)     4475.58  (feet) POSTED
 NP0388  ______________________________________________________________________
 NP0388  GEOID HEIGHT    -        -18.185 (meters)                     GEOID18
 NP0388  DYNAMIC HEIGHT  -       1363.32  (meters)     4472.8   (feet) COMP
 NP0388  MODELED GRAVITY -    979,959.4   (mgal)                       NAVD 88
 NP0388
 NP0388  VERT ORDER      -  * POSTED, SEE BELOW
 NP0388
 NP0388.The horizontal coordinates were scaled from a map and have
 NP0388.an estimated accuracy of +/- 6 seconds.
 NP0388
 NP0388.The orthometric height was determined by differential leveling
 NP0388.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0388
 NP0388.* This is a POSTED BENCH MARK height.
 NP0388
 NP0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0388.GEOID18 height accuracy estimate available here.
 NP0388
 NP0388.Click photographs - Photos may exist for this station.
 NP0388
 NP0388.The dynamic height is computed by dividing the NAVD 88
 NP0388.geopotential number by the normal gravity value computed on the
 NP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0388.degrees latitude (g = 980.6199 gals.).
 NP0388
 NP0388.The modeled gravity was interpolated from observed gravity values.
 NP0388
 NP0388;                    North         East    Units  Estimated Accuracy
 NP0388;SPC NE       -   281,590.      229,070.      MT  (+/- 180 meters Scaled)
 NP0388
 NP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG410870(NAD 83)
 NP0388
 NP0388                          SUPERSEDED SURVEY CONTROL
 NP0388
 NP0388  NGVD 29 (??/??/92) 1363.474  (m)         4473.33   (f) ADJ UNCH    2 0
 NP0388
 NP0388.Superseded values are not recommended for survey control.
 NP0388
 NP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0388.See file dsdata.pdf to determine how the superseded data were derived.
 NP0388
 NP0388_MARKER: DB = BENCH MARK DISK
 NP0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0388_STAMPING: E 344 1956
 NP0388_MARK LOGO: CGS
 NP0388_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0388
 NP0388  HISTORY     - Date     Condition        Report By
 NP0388  HISTORY     - 1956     MONUMENTED       CGS
 NP0388
 NP0388                          STATION DESCRIPTION
 NP0388
 NP0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0388'11 MI W FROM HEMINGFORD.
 NP0388'11.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0388'OFFICE AT HEMINGFORD, 78 FEET NORTH OF THE CENTER LINE F THE
 NP0388'HIGHWAY, 39 FEET NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE,
 NP0388'2 FEET SOUTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2
 NP0388'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 15.4 FEET IN
 NP0388'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4
 NP0388'FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 9, TOWNSHIP
 NP0388'27 NORTH, RANGE 51 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0123 ***********************************************************************
 MN0123  DESIGNATION -  E 345
 MN0123  PID         -  MN0123
 MN0123  STATE/COUNTY-  NE/MORRILL
 MN0123  COUNTRY     -  US
 MN0123  USGS QUAD   -  COWBOY HILL (2017)
 MN0123
 MN0123                         *CURRENT SURVEY CONTROL
 MN0123  ______________________________________________________________________
 MN0123* NAD 83(1986) POSITION- 41 57 37.     (N) 102 59 18.     (W)   SCALED
 MN0123* NAVD 88 ORTHO HEIGHT -  1262.925 (meters)     4143.45  (feet) ADJUSTED
 MN0123  ______________________________________________________________________
 MN0123  GEOID HEIGHT    -        -18.907 (meters)                     GEOID18
 MN0123  DYNAMIC HEIGHT  -       1262.152 (meters)     4140.91  (feet) COMP
 MN0123  MODELED GRAVITY -    979,966.2   (mgal)                       NAVD 88
 MN0123
 MN0123  VERT ORDER      -  FIRST     CLASS II
 MN0123
 MN0123.The horizontal coordinates were scaled from a map and have
 MN0123.an estimated accuracy of +/- 6 seconds.
 MN0123
 MN0123.The orthometric height was determined by differential leveling and
 MN0123.adjusted by the NATIONAL GEODETIC SURVEY
 MN0123.in June 1991.
 MN0123
 MN0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0123.GEOID18 height accuracy estimate available here.
 MN0123
 MN0123.Click photographs - Photos may exist for this station.
 MN0123
 MN0123.The dynamic height is computed by dividing the NAVD 88
 MN0123.geopotential number by the normal gravity value computed on the
 MN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0123.degrees latitude (g = 980.6199 gals.).
 MN0123
 MN0123.The modeled gravity was interpolated from observed gravity values.
 MN0123
 MN0123;                    North         East    Units  Estimated Accuracy
 MN0123;SPC NE       -   240,430.      252,390.      MT  (+/- 180 meters Scaled)
 MN0123
 MN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG667473(NAD 83)
 MN0123
 MN0123                          SUPERSEDED SURVEY CONTROL
 MN0123
 MN0123  NGVD 29 (??/??/92) 1262.316  (m)         4141.45   (f) ADJ UNCH    1 2
 MN0123
 MN0123.Superseded values are not recommended for survey control.
 MN0123
 MN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0123.See file dsdata.pdf to determine how the superseded data were derived.
 MN0123
 MN0123_MARKER: DB = BENCH MARK DISK
 MN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0123_STAMPING: E 345 1956
 MN0123_MARK LOGO: CGS
 MN0123_PROJECTION: PROJECTING 14 CENTIMETERS
 MN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0123+STABILITY: SURFACE MOTION
 MN0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0123+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 MN0123
 MN0123  HISTORY     - Date     Condition        Report By
 MN0123  HISTORY     - 1956     MONUMENTED       CGS
 MN0123  HISTORY     - 1985     GOOD             NGS
 MN0123  HISTORY     - 20060716 GOOD             JCLS
 MN0123
 MN0123                          STATION DESCRIPTION
 MN0123
 MN0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0123'10.4 MI NE FROM ANGORA.
 MN0123'10.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0123'RAILROAD FROM THE STATION AT ANGORA, 24 POLES NORTHEAST OF MILEPOST
 MN0123'12, 85.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 36.5 FEET
 MN0123'SOUTHWEST OF A TELEPHONE POLE, 2.4 FEET NORTHEAST OF A WITNESS
 MN0123'POST, 1.0 MILE SOUTHWEST OF BENCH MARK M 10, SET IN THE TOP OF A
 MN0123'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN
 MN0123'SECTION 15, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0123
 MN0123                          STATION RECOVERY (1985)
 MN0123
 MN0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.34 KM (11.4
 MN0123'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 MN0123'AT ALLIANCE, 24 POLES NORTHEAST OF MILEPOLE 12, ALSO 16.65 KM (10.35
 MN0123'MI) NORTHEAST OF ANGORA, 26.10 METERS (85.6 FT) NORTHWEST OF THE
 MN0123'NORTHWEST RAIL, 83.84 METERS (275 FT) SOUTHEAST OF THE CENTER OF US
 MN0123'HIGHWAY 385, 11.13 METERS (36.5 FT) SOUTHWEST OF A POWER POLE AND 0.7
 MN0123'METER (2.4 FT) NORTHEAST OF A WOODEN WITNESS POST.
 MN0123'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 MN0123'THE MARK IS 1.0 M BELOW THE TRACKS.
 MN0123
 MN0123                          STATION RECOVERY (2006)
 MN0123
 MN0123'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1704 ***********************************************************************
 MK1704  DESIGNATION -  E 346
 MK1704  PID         -  MK1704
 MK1704  STATE/COUNTY-  NE/PLATTE
 MK1704  COUNTRY     -  US
 MK1704  USGS QUAD   -  TARNOV (2017)
 MK1704
 MK1704                         *CURRENT SURVEY CONTROL
 MK1704  ______________________________________________________________________
 MK1704* NAD 83(1986) POSITION- 41 33 19.     (N) 097 33 43.     (W)   SCALED
 MK1704* NAVD 88 ORTHO HEIGHT -   473.524 (meters)     1553.55  (feet) ADJUSTED
 MK1704  ______________________________________________________________________
 MK1704  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 MK1704  DYNAMIC HEIGHT  -        473.315 (meters)     1552.87  (feet) COMP
 MK1704  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 MK1704
 MK1704  VERT ORDER      -  SECOND    CLASS 0
 MK1704
 MK1704.The horizontal coordinates were scaled from a map and have
 MK1704.an estimated accuracy of +/- 6 seconds.
 MK1704
 MK1704.The orthometric height was determined by differential leveling and
 MK1704.adjusted by the NATIONAL GEODETIC SURVEY
 MK1704.in June 1991.
 MK1704
 MK1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1704.GEOID18 height accuracy estimate available here.
 MK1704
 MK1704.Click photographs - Photos may exist for this station.
 MK1704
 MK1704.The dynamic height is computed by dividing the NAVD 88
 MK1704.geopotential number by the normal gravity value computed on the
 MK1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1704.degrees latitude (g = 980.6199 gals.).
 MK1704
 MK1704.The modeled gravity was interpolated from observed gravity values.
 MK1704
 MK1704;                    North         East    Units  Estimated Accuracy
 MK1704;SPC NE       -   194,050.      703,300.      MT  (+/- 180 meters Scaled)
 MK1704
 MK1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM199013(NAD 83)
 MK1704
 MK1704                          SUPERSEDED SURVEY CONTROL
 MK1704
 MK1704  NGVD 29 (??/??/92)  473.332  (m)         1552.92   (f) ADJ UNCH    2 0
 MK1704
 MK1704.Superseded values are not recommended for survey control.
 MK1704
 MK1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1704.See file dsdata.pdf to determine how the superseded data were derived.
 MK1704
 MK1704_MARKER: DB = BENCH MARK DISK
 MK1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1704_STAMPING: E 346 1957
 MK1704_MARK LOGO: CGS
 MK1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1704+STABILITY: SURFACE MOTION
 MK1704
 MK1704  HISTORY     - Date     Condition        Report By
 MK1704  HISTORY     - 1957     MONUMENTED       CGS
 MK1704  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1704
 MK1704                          STATION DESCRIPTION
 MK1704
 MK1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1704'4.9 MI W FROM PLATTE CENTER.
 MK1704'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1704'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1704'THENCE 1.1 MILES NORTHWEST ALONG A ROAD, IN SECTION 9, T. 18 N.,
 MK1704'R. 2 W., 52 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET
 MK1704'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 62 FEET SOUTHEAST
 MK1704'OF THE CENTER OF THE INTERSECTION, 9 FEET EAST OF A POWER POLE
 MK1704'WITH GUY WIRE, 2 FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 MK1704'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1704
 MK1704                          STATION RECOVERY (1989)
 MK1704
 MK1704'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1704'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0204 ***********************************************************************
 NO0204  DESIGNATION -  E 347
 NO0204  PID         -  NO0204
 NO0204  STATE/COUNTY-  NE/CHERRY
 NO0204  COUNTRY     -  US
 NO0204  USGS QUAD   -  CODY EAST (2017)
 NO0204
 NO0204                         *CURRENT SURVEY CONTROL
 NO0204  ______________________________________________________________________
 NO0204* NAD 83(1986) POSITION- 42 55 55.     (N) 101 08 58.     (W)   SCALED
 NO0204* NAVD 88 ORTHO HEIGHT -   958.758 (meters)     3145.53  (feet) ADJUSTED
 NO0204  ______________________________________________________________________
 NO0204  GEOID HEIGHT    -        -20.582 (meters)                     GEOID18
 NO0204  DYNAMIC HEIGHT  -        958.352 (meters)     3144.19  (feet) COMP
 NO0204  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 NO0204
 NO0204  VERT ORDER      -  FIRST     CLASS II
 NO0204
 NO0204.The horizontal coordinates were scaled from a map and have
 NO0204.an estimated accuracy of +/- 6 seconds.
 NO0204
 NO0204.The orthometric height was determined by differential leveling and
 NO0204.adjusted by the NATIONAL GEODETIC SURVEY
 NO0204.in June 1991.
 NO0204
 NO0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0204.GEOID18 height accuracy estimate available here.
 NO0204
 NO0204.Click photographs - Photos may exist for this station.
 NO0204
 NO0204.The dynamic height is computed by dividing the NAVD 88
 NO0204.geopotential number by the normal gravity value computed on the
 NO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0204.degrees latitude (g = 980.6199 gals.).
 NO0204
 NO0204.The modeled gravity was interpolated from observed gravity values.
 NO0204
 NO0204;                    North         East    Units  Estimated Accuracy
 NO0204;SPC NE       -   344,690.      406,180.      MT  (+/- 180 meters Scaled)
 NO0204
 NO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN246554(NAD 83)
 NO0204
 NO0204                          SUPERSEDED SURVEY CONTROL
 NO0204
 NO0204  NGVD 29 (??/??/92)  958.392  (m)         3144.32   (f) ADJ UNCH    1 2
 NO0204
 NO0204.Superseded values are not recommended for survey control.
 NO0204
 NO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0204.See file dsdata.pdf to determine how the superseded data were derived.
 NO0204
 NO0204_MARKER: DB = BENCH MARK DISK
 NO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0204_STAMPING: E 347 1957
 NO0204_MARK LOGO: CGS
 NO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0204+STABILITY: SURFACE MOTION
 NO0204
 NO0204  HISTORY     - Date     Condition        Report By
 NO0204  HISTORY     - 1957     MONUMENTED       CGS
 NO0204
 NO0204                          STATION DESCRIPTION
 NO0204
 NO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0204'5.2 MI E FROM CODY.
 NO0204'ABOUT 5.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0204'RAILWAY FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 33 W.,
 NO0204'10 FEET EAST OF THE SECOND POLE WEST OF MILEPOST 302, 66 FEET
 NO0204'SOUTH OF THE SOUTH RAIL, 31 FEET NORTH OF A FENCE LINE, 2 FEET
 NO0204'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NO0204'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0216 ***********************************************************************
 NP0216  DESIGNATION -  E 348
 NP0216  PID         -  NP0216
 NP0216  STATE/COUNTY-  NE/DAWES
 NP0216  COUNTRY     -  US
 NP0216  USGS QUAD   -  BORDEAUX (2017)
 NP0216
 NP0216                         *CURRENT SURVEY CONTROL
 NP0216  ______________________________________________________________________
 NP0216* NAD 83(1986) POSITION- 42 45 18.     (N) 102 47 52.     (W)   SCALED
 NP0216* NAVD 88 ORTHO HEIGHT -  1145.825 (meters)     3759.26  (feet) ADJUSTED
 NP0216  ______________________________________________________________________
 NP0216  GEOID HEIGHT    -        -17.946 (meters)                     GEOID18
 NP0216  DYNAMIC HEIGHT  -       1145.244 (meters)     3757.35  (feet) COMP
 NP0216  MODELED GRAVITY -    980,073.5   (mgal)                       NAVD 88
 NP0216
 NP0216  VERT ORDER      -  FIRST     CLASS II
 NP0216
 NP0216.The horizontal coordinates were scaled from a map and have
 NP0216.an estimated accuracy of +/- 6 seconds.
 NP0216
 NP0216.The orthometric height was determined by differential leveling and
 NP0216.adjusted by the NATIONAL GEODETIC SURVEY
 NP0216.in June 1991.
 NP0216
 NP0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0216.GEOID18 height accuracy estimate available here.
 NP0216
 NP0216.Click photographs - Photos may exist for this station.
 NP0216
 NP0216.The dynamic height is computed by dividing the NAVD 88
 NP0216.geopotential number by the normal gravity value computed on the
 NP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0216.degrees latitude (g = 980.6199 gals.).
 NP0216
 NP0216.The modeled gravity was interpolated from observed gravity values.
 NP0216
 NP0216;                    North         East    Units  Estimated Accuracy
 NP0216;SPC NE       -   328,110.      271,030.      MT  (+/- 180 meters Scaled)
 NP0216
 NP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH802359(NAD 83)
 NP0216
 NP0216                          SUPERSEDED SURVEY CONTROL
 NP0216
 NP0216  NGVD 29 (??/??/92) 1145.279  (m)         3757.47   (f) ADJ UNCH    1 2
 NP0216
 NP0216.Superseded values are not recommended for survey control.
 NP0216
 NP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0216.See file dsdata.pdf to determine how the superseded data were derived.
 NP0216
 NP0216_MARKER: DB = BENCH MARK DISK
 NP0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0216_STAMPING: E 348 1957
 NP0216_MARK LOGO: CGS
 NP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0216+STABILITY: SURFACE MOTION
 NP0216
 NP0216  HISTORY     - Date     Condition        Report By
 NP0216  HISTORY     - 1957     MONUMENTED       CGS
 NP0216
 NP0216                          STATION DESCRIPTION
 NP0216
 NP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0216'7.6 MI NW FROM HAY SPRINGS.
 NP0216'ABOUT 7.65 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0216'RAILWAY FROM THE STATION AT HAY SPRINGS, IN SECTION 14, T. 32 N.,
 NP0216'R. 47 W., 6 FEET NORTHWEST OF THE NINETH POLE NORTHWEST OF
 NP0216'MILEPOST 394, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 101 FEET
 NP0216'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET SOUTHEAST
 NP0216'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE TRACK AND
 NP0216'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0234 ***********************************************************************
 NP0234  DESIGNATION -  E 349
 NP0234  PID         -  NP0234
 NP0234  STATE/COUNTY-  NE/DAWES
 NP0234  COUNTRY     -  US
 NP0234  USGS QUAD   -  CHADRON EAST (2017)
 NP0234
 NP0234                         *CURRENT SURVEY CONTROL
 NP0234  ______________________________________________________________________
 NP0234* NAD 83(1986) POSITION- 42 50 27.     (N) 102 59 35.     (W)   SCALED
 NP0234* NAVD 88 ORTHO HEIGHT -  1033.622 (meters)     3391.14  (feet) ADJUSTED
 NP0234  ______________________________________________________________________
 NP0234  GEOID HEIGHT    -        -17.992 (meters)                     GEOID18
 NP0234  DYNAMIC HEIGHT  -       1033.113 (meters)     3389.47  (feet) COMP
 NP0234  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 NP0234
 NP0234  VERT ORDER      -  FIRST     CLASS II
 NP0234
 NP0234.The horizontal coordinates were scaled from a map and have
 NP0234.an estimated accuracy of +/- 6 seconds.
 NP0234
 NP0234.The orthometric height was determined by differential leveling and
 NP0234.adjusted by the NATIONAL GEODETIC SURVEY
 NP0234.in June 1991.
 NP0234
 NP0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0234.GEOID18 height accuracy estimate available here.
 NP0234
 NP0234.Click photographs - Photos may exist for this station.
 NP0234
 NP0234.The dynamic height is computed by dividing the NAVD 88
 NP0234.geopotential number by the normal gravity value computed on the
 NP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0234.degrees latitude (g = 980.6199 gals.).
 NP0234
 NP0234.The modeled gravity was interpolated from observed gravity values.
 NP0234
 NP0234;                    North         East    Units  Estimated Accuracy
 NP0234;SPC NE       -   338,170.      255,380.      MT  (+/- 180 meters Scaled)
 NP0234
 NP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH640450(NAD 83)
 NP0234
 NP0234                          SUPERSEDED SURVEY CONTROL
 NP0234
 NP0234  NGVD 29 (??/??/92) 1033.080  (m)         3389.36   (f) ADJ UNCH    1 2
 NP0234
 NP0234.Superseded values are not recommended for survey control.
 NP0234
 NP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0234.See file dsdata.pdf to determine how the superseded data were derived.
 NP0234
 NP0234_MARKER: DB = BENCH MARK DISK
 NP0234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NP0234_SP_SET: DOOR STOP
 NP0234_STAMPING: E 349 1957
 NP0234_MARK LOGO: CGS
 NP0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0234
 NP0234  HISTORY     - Date     Condition        Report By
 NP0234  HISTORY     - 1957     MONUMENTED       CGS
 NP0234  HISTORY     - 1974     GOOD             LOCENG
 NP0234
 NP0234                          STATION DESCRIPTION
 NP0234
 NP0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0234'0.9 MI NE FROM CHADRON.
 NP0234'ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 NP0234'CHADRON, THENCE 0.3 MILE EAST ALONG A DIRT STREET, AT O AND N
 NP0234'AIRPORT, IN SECTION 17, T. 33 N., R. 48 W., 1 FOOT SOUTHEAST OF THE
 NP0234'SOUTHEAST CORNER OF THE SECOND HANGAR NORTH OF THE SOUTH END OF A
 NP0234'ROW OF HANGARS, 1 1/2 FEET ABOVE THE GROUND AND IN THE TOP OF A
 NP0234'CONCRETE DOOR STOP.  NOTE-- THE DIRT STREET TO O AND N AIRPORT
 NP0234'IS ASPHALT PAVED FOR 0.2 MILE.  BM IS EASILY LOCATED, WHITE PAINTED
 NP0234'X ON CORNER OF 2ND HANGER NORTH.
 NP0234
 NP0234                          STATION RECOVERY (1974)
 NP0234
 NP0234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0056 ***********************************************************************
 NP0056  DESIGNATION -  E 35
 NP0056  PID         -  NP0056
 NP0056  STATE/COUNTY-  NE/SHERIDAN
 NP0056  COUNTRY     -  US
 NP0056  USGS QUAD   -  GORDON NW (2017)
 NP0056
 NP0056                         *CURRENT SURVEY CONTROL
 NP0056  ______________________________________________________________________
 NP0056* NAD 83(1986) POSITION- 42 54 04.     (N) 102 12 09.     (W)   SCALED
 NP0056* NAVD 88 ORTHO HEIGHT -  1145.602 (meters)     3758.53  (feet) ADJUSTED
 NP0056  ______________________________________________________________________
 NP0056  GEOID HEIGHT    -        -18.398 (meters)                     GEOID18
 NP0056  DYNAMIC HEIGHT  -       1145.065 (meters)     3756.77  (feet) COMP
 NP0056  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 NP0056
 NP0056  VERT ORDER      -  SECOND    CLASS 0
 NP0056
 NP0056.The horizontal coordinates were scaled from a map and have
 NP0056.an estimated accuracy of +/- 6 seconds.
 NP0056
 NP0056.The orthometric height was determined by differential leveling and
 NP0056.adjusted by the NATIONAL GEODETIC SURVEY
 NP0056.in June 1991.
 NP0056
 NP0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0056.GEOID18 height accuracy estimate available here.
 NP0056
 NP0056.Click photographs - Photos may exist for this station.
 NP0056
 NP0056.The dynamic height is computed by dividing the NAVD 88
 NP0056.geopotential number by the normal gravity value computed on the
 NP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0056.degrees latitude (g = 980.6199 gals.).
 NP0056
 NP0056.The modeled gravity was interpolated from observed gravity values.
 NP0056
 NP0056;                    North         East    Units  Estimated Accuracy
 NP0056;SPC NE       -   342,930.      320,150.      MT  (+/- 180 meters Scaled)
 NP0056
 NP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH283536(NAD 83)
 NP0056
 NP0056                          SUPERSEDED SURVEY CONTROL
 NP0056
 NP0056  NGVD 29 (??/??/92) 1145.098  (m)         3756.88   (f) ADJ UNCH    2 0
 NP0056
 NP0056.Superseded values are not recommended for survey control.
 NP0056
 NP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0056.See file dsdata.pdf to determine how the superseded data were derived.
 NP0056
 NP0056_MARKER: DB = BENCH MARK DISK
 NP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0056_STAMPING: E 35 1934
 NP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0056+STABILITY: SURFACE MOTION
 NP0056
 NP0056  HISTORY     - Date     Condition        Report By
 NP0056  HISTORY     - 1934     MONUMENTED       CGS
 NP0056  HISTORY     - 1941     GOOD             CGS
 NP0056  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0056
 NP0056                          STATION DESCRIPTION
 NP0056
 NP0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NP0056'6.8 MI N FROM GORDON.
 NP0056'6.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0056'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 44
 NP0056'YARDS SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST SECTION-LINE
 NP0056'CROSS ROAD, 42 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 NP0056'SECTION-LINE ROAD, AND 39 FEET NORTHEAST OF THE CENTERLINE OF
 NP0056'THE HIGHWAY.  A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE
 NP0056'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NP0056
 NP0056                          STATION RECOVERY (1969)
 NP0056
 NP0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0322 ***********************************************************************
 NO0322  DESIGNATION -  E 350
 NO0322  PID         -  NO0322
 NO0322  STATE/COUNTY-  NE/CHERRY
 NO0322  COUNTRY     -  US
 NO0322  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0322
 NO0322                         *CURRENT SURVEY CONTROL
 NO0322  ______________________________________________________________________
 NO0322* NAD 83(1986) POSITION- 42 54 20.32   (N) 101 48 19.82   (W)   HD_HELD1
 NO0322* NAVD 88 ORTHO HEIGHT -  1016.618 (meters)     3335.35  (feet) ADJUSTED
 NO0322  ______________________________________________________________________
 NO0322  GEOID HEIGHT    -        -19.195 (meters)                     GEOID18
 NO0322  DYNAMIC HEIGHT  -       1016.161 (meters)     3333.85  (feet) COMP
 NO0322  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 NO0322
 NO0322  VERT ORDER      -  FIRST     CLASS II
 NO0322
 NO0322.The horizontal coordinates were determined by differentially corrected
 NO0322.hand held GPS observations or other comparable positioning techniques
 NO0322.and have an estimated accuracy of +/- 3 meters.
 NO0322
 NO0322.The orthometric height was determined by differential leveling and
 NO0322.adjusted by the NATIONAL GEODETIC SURVEY
 NO0322.in June 1991.
 NO0322
 NO0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0322.GEOID18 height accuracy estimate available here.
 NO0322
 NO0322.Click photographs - Photos may exist for this station.
 NO0322
 NO0322.The dynamic height is computed by dividing the NAVD 88
 NO0322.geopotential number by the normal gravity value computed on the
 NO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0322.degrees latitude (g = 980.6199 gals.).
 NO0322
 NO0322.The modeled gravity was interpolated from observed gravity values.
 NO0322
 NO0322;                    North         East    Units  Estimated Accuracy
 NO0322;SPC NE       -   342,678.8     352,569.2     MT  (+/- 3 meters HH1 GPS) 
 NO0322
 NO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7097154155(NAD 83)
 NO0322
 NO0322                          SUPERSEDED SURVEY CONTROL
 NO0322
 NO0322  NGVD 29 (??/??/92) 1016.180  (m)         3333.92   (f) ADJ UNCH    1 2
 NO0322
 NO0322.Superseded values are not recommended for survey control.
 NO0322
 NO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0322.See file dsdata.pdf to determine how the superseded data were derived.
 NO0322
 NO0322_MARKER: DB = BENCH MARK DISK
 NO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0322_STAMPING: E 350 1957
 NO0322_MARK LOGO: CGS
 NO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0322+STABILITY: SURFACE MOTION
 NO0322
 NO0322  HISTORY     - Date     Condition        Report By
 NO0322  HISTORY     - 1957     MONUMENTED       CGS
 NO0322
 NO0322                          STATION DESCRIPTION
 NO0322
 NO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0322'5.8 MI W FROM MERRIMAN.
 NO0322'ABOUT 5.75 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0322'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0322'21., AT THE ENTRANCE TO ED BELSKY AND SON RANCH, 92 FEET
 NO0322'WEST-NORTH WEST OF THE 4TH TELEPHONE POLE NORTHEAST OF MILEPOST
 NO0322'338, 77 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY LEADING
 NO0322'TO THE RANCH, 45 FEET NORTH WEST OF THE NORTHWEST RAIL, 2 FEET
 NO0322'SOUTHEAST OF A FENCE, 1 FOOT NORTH EAST OF A WHITE WOODEN
 NO0322'WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0322'1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0012 ***********************************************************************
 NP0012  DESIGNATION -  E 351
 NP0012  PID         -  NP0012
 NP0012  STATE/COUNTY-  NE/SHERIDAN
 NP0012  COUNTRY     -  US
 NP0012  USGS QUAD   -  GORDON (2017)
 NP0012
 NP0012                         *CURRENT SURVEY CONTROL
 NP0012  ______________________________________________________________________
 NP0012* NAD 83(2011) POSITION- 42 48 50.47343(N) 102 09 52.01177(W)   ADJUSTED
 NP0012* NAD 83(2011) ELLIP HT-  1063.894 (meters)        (06/27/12)   ADJUSTED
 NP0012* NAD 83(2011) EPOCH   -  2010.00
 NP0012* NAVD 88 ORTHO HEIGHT -  1082.375 (meters)     3551.09  (feet) ADJUSTED
 NP0012  ______________________________________________________________________
 NP0012  GEOID HEIGHT    -        -18.492 (meters)                     GEOID18
 NP0012  NAD 83(2011) X  -   -987,594.305 (meters)                     COMP
 NP0012  NAD 83(2011) Y  - -4,581,566.231 (meters)                     COMP
 NP0012  NAD 83(2011) Z  -  4,313,091.722 (meters)                     COMP
 NP0012  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 NP0012  DYNAMIC HEIGHT  -       1081.862 (meters)     3549.41  (feet) COMP
 NP0012  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 NP0012
 NP0012  VERT ORDER      -  FIRST     CLASS II
 NP0012
 NP0012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0012  Standards:
 NP0012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0012  -------------------------------------------------------------------
 NP0012  NETWORK    1.11   1.45           0.52   0.35   0.74      0.05819450
 NP0012  -------------------------------------------------------------------
 NP0012  Click here for local accuracies and other accuracy information.
 NP0012
 NP0012.The horizontal coordinates were established by GPS observations
 NP0012.and adjusted by the National Geodetic Survey in June 2012.
 NP0012
 NP0012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0012.been affixed to the stable North American tectonic plate. See 
 NP0012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0012
 NP0012.The horizontal coordinates are valid at the epoch date displayed above
 NP0012.which is a decimal equivalence of Year/Month/Day.
 NP0012
 NP0012.The orthometric height was determined by differential leveling and
 NP0012.adjusted by the NATIONAL GEODETIC SURVEY
 NP0012.in June 1991.
 NP0012
 NP0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0012.GEOID18 height accuracy estimate available here.
 NP0012
 NP0012.Click photographs - Photos may exist for this station.
 NP0012
 NP0012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0012
 NP0012.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0012
 NP0012.The ellipsoidal height was determined by GPS observations
 NP0012.and is referenced to NAD 83.
 NP0012
 NP0012.The dynamic height is computed by dividing the NAVD 88
 NP0012.geopotential number by the normal gravity value computed on the
 NP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0012.degrees latitude (g = 980.6199 gals.).
 NP0012
 NP0012.The modeled gravity was interpolated from observed gravity values.
 NP0012
 NP0012. The following values were computed from the NAD 83(2011) position.
 NP0012
 NP0012;                    North         East     Units Scale Factor Converg.
 NP0012;SPC NE       -   333,176.984   323,010.119   MT  0.99992002   -1 26 03.7
 NP0012;SPC NE       - 1,093,098.16  1,059,742.37   sFT  0.99992002   -1 26 03.7
 NP0012;UTM  13      - 4,744,062.697   731,824.400   MT  1.00026122   +1 55 40.6
 NP0012
 NP0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0012!SPC NE       -   0.99983318  x   0.99992002  =   0.99975321
 NP0012!UTM  13      -   0.99983318  x   1.00026122  =   1.00009436
 NP0012
 NP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3182444062(NAD 83)
 NP0012
 NP0012                          SUPERSEDED SURVEY CONTROL
 NP0012
 NP0012  NAD 83(2007)-  42 48 50.47329(N)    102 09 52.01288(W) AD(2002.00) 0
 NP0012  ELLIP H (02/10/07) 1063.922  (m)                       GP(2002.00)    
 NP0012  ELLIP H (01/10/02) 1063.898  (m)                       GP(       ) 4 1
 NP0012  NAD 83(1995)-  42 48 50.47261(N)    102 09 52.01320(W) AD(       ) 3
 NP0012  ELLIP H (09/18/97) 1063.953  (m)                       GP(       ) 4 1
 NP0012  NAVD 88            1082.38   (m)         3551.1    (f) LEVELING    3  
 NP0012  NGVD 29 (??/??/92) 1081.889  (m)         3549.50   (f) ADJ UNCH    1 2
 NP0012
 NP0012.Superseded values are not recommended for survey control.
 NP0012
 NP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0012.See file dsdata.pdf to determine how the superseded data were derived.
 NP0012
 NP0012_MARKER: DB = BENCH MARK DISK
 NP0012_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0012_STAMPING: E 351 1957
 NP0012_MARK LOGO: CGS
 NP0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0012+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1997
 NP0012
 NP0012  HISTORY     - Date     Condition        Report By
 NP0012  HISTORY     - 1957     MONUMENTED       CGS
 NP0012  HISTORY     - 19970717 GOOD             NGS
 NP0012
 NP0012                          STATION DESCRIPTION
 NP0012
 NP0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0012'2 MI NE FROM GORDON.
 NP0012'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0012'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., AND
 NP0012'IN THE EXTREME NORTHEAST CORNER OF SECTION 29., 146 FEET SOUTH
 NP0012'WEST OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD, 133
 NP0012'FEET WEST-SOUTHWEST OF THE CENTER LINE OF A GRADE CROSSING,
 NP0012'112 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 87 1/2 FEET NORTHWEST
 NP0012'AND ACROSS THE TRACKS FROM THE FIRST TELEPHONE POLE SOUTHWEST OF THE
 NP0012'CROSSING, 30 YARDS SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIRT
 NP0012'SECTION LINE ROAD WEST, 44 FEET NORTHWEST OF THE NORTHWEST RAIL,
 NP0012'3 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 1 1/2 FEET
 NP0012'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 NP0012'RAILS, A DISK ON A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 NP0012'TO A DEPTH OF 19 FEET.  THE ROD IS ENCASED IN A SIX-INCH TILE WHICH
 NP0012'PROJECTS 5 INCHES.
 NP0012
 NP0012                          STATION RECOVERY (1997)
 NP0012
 NP0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0012'RECOVERED AS DESCRIBED BUT WITH THE FOLLOWING TO REACH.  TO REACH THE
 NP0012'STATION FROM THE JUNCTION OF U S HIGHWAY 20 AND STATE HIGHWAY 27 IN
 NP0012'GORDON, GO EAST ON THE U S HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT
 NP0012'AND GO NORTH ON THE GRAVEL ROAD FOR 1.O MI TO THE STATION ON THE LEFT
 NP0012'IN A FENCE ROW ALONG THE NORTH SIDE OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0040 ***********************************************************************
 NP0040  DESIGNATION -  E 352
 NP0040  PID         -  NP0040
 NP0040  STATE/COUNTY-  NE/SHERIDAN
 NP0040  COUNTRY     -  US
 NP0040  USGS QUAD   -  RUSHVILLE (2017)
 NP0040
 NP0040                         *CURRENT SURVEY CONTROL
 NP0040  ______________________________________________________________________
 NP0040* NAD 83(1986) POSITION- 42 43 38.88   (N) 102 24 38.26   (W)   HD_HELD1
 NP0040* NAVD 88 ORTHO HEIGHT -  1156.481 (meters)     3794.22  (feet) ADJUSTED
 NP0040  ______________________________________________________________________
 NP0040  GEOID HEIGHT    -        -18.197 (meters)                     GEOID18
 NP0040  DYNAMIC HEIGHT  -       1155.899 (meters)     3792.31  (feet) COMP
 NP0040  MODELED GRAVITY -    980,077.6   (mgal)                       NAVD 88
 NP0040
 NP0040  VERT ORDER      -  FIRST     CLASS II
 NP0040
 NP0040.The horizontal coordinates were determined by differentially corrected
 NP0040.hand held GPS observations or other comparable positioning techniques
 NP0040.and have an estimated accuracy of +/- 3 meters.
 NP0040
 NP0040.The orthometric height was determined by differential leveling and
 NP0040.adjusted by the NATIONAL GEODETIC SURVEY
 NP0040.in June 1991.
 NP0040
 NP0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0040.GEOID18 height accuracy estimate available here.
 NP0040
 NP0040.Click photographs - Photos may exist for this station.
 NP0040
 NP0040.The dynamic height is computed by dividing the NAVD 88
 NP0040.geopotential number by the normal gravity value computed on the
 NP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0040.degrees latitude (g = 980.6199 gals.).
 NP0040
 NP0040.The modeled gravity was interpolated from observed gravity values.
 NP0040
 NP0040;                    North         East    Units  Estimated Accuracy
 NP0040;SPC NE       -   324,099.2     302,616.6     MT  (+/- 3 meters HH1 GPS) 
 NP0040
 NP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1199133802(NAD 83)
 NP0040
 NP0040                          SUPERSEDED SURVEY CONTROL
 NP0040
 NP0040  NGVD 29 (??/??/92) 1155.956  (m)         3792.50   (f) ADJ UNCH    1 2
 NP0040
 NP0040.Superseded values are not recommended for survey control.
 NP0040
 NP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0040.See file dsdata.pdf to determine how the superseded data were derived.
 NP0040
 NP0040_MARKER: DB = BENCH MARK DISK
 NP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0040_STAMPING: E 352 1957
 NP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0040+STABILITY: SURFACE MOTION
 NP0040
 NP0040  HISTORY     - Date     Condition        Report By
 NP0040  HISTORY     - 1957     MONUMENTED       CGS
 NP0040
 NP0040                          STATION DESCRIPTION
 NP0040
 NP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0040'2.8 MI NE FROM RUSHVILLE.
 NP0040'ABOUT 2.75 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0040'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 43 W.,
 NP0040'SECTION 30., 170 FEET NORTHEAST AND ACROSS THE TRACKS FROM
 NP0040'MILE POST 372, 106 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 NP0040'ROAD CROSSING, 67 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NP0040'ROAD, 96 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET WEST OF A WHITE
 NP0040'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE RAILS,
 NP0040'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0306 ***********************************************************************
 NO0306  DESIGNATION -  E 353
 NO0306  PID         -  NO0306
 NO0306  STATE/COUNTY-  NE/CHERRY
 NO0306  COUNTRY     -  US
 NO0306  USGS QUAD   -  MERRIMAN NE (2017)
 NO0306
 NO0306                         *CURRENT SURVEY CONTROL
 NO0306  ______________________________________________________________________
 NO0306* NAD 83(1986) POSITION- 42 56 22.     (N) 101 35 41.     (W)   SCALED
 NO0306* NAVD 88 ORTHO HEIGHT -   973.868 (meters)     3195.10  (feet) ADJUSTED
 NO0306  ______________________________________________________________________
 NO0306  GEOID HEIGHT    -        -19.539 (meters)                     GEOID18
 NO0306  DYNAMIC HEIGHT  -        973.452 (meters)     3193.73  (feet) COMP
 NO0306  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 NO0306
 NO0306  VERT ORDER      -  FIRST     CLASS II
 NO0306
 NO0306.The horizontal coordinates were scaled from a map and have
 NO0306.an estimated accuracy of +/- 6 seconds.
 NO0306
 NO0306.The orthometric height was determined by differential leveling and
 NO0306.adjusted by the NATIONAL GEODETIC SURVEY
 NO0306.in June 1991.
 NO0306
 NO0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0306.GEOID18 height accuracy estimate available here.
 NO0306
 NO0306.Click photographs - Photos may exist for this station.
 NO0306
 NO0306.The dynamic height is computed by dividing the NAVD 88
 NO0306.geopotential number by the normal gravity value computed on the
 NO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0306.degrees latitude (g = 980.6199 gals.).
 NO0306
 NO0306.The modeled gravity was interpolated from observed gravity values.
 NO0306
 NO0306;                    North         East    Units  Estimated Accuracy
 NO0306;SPC NE       -   346,090.      369,850.      MT  (+/- 180 meters Scaled)
 NO0306
 NO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN882573(NAD 83)
 NO0306
 NO0306                          SUPERSEDED SURVEY CONTROL
 NO0306
 NO0306  NGVD 29 (??/??/92)  973.468  (m)         3193.79   (f) ADJ UNCH    1 2
 NO0306
 NO0306.Superseded values are not recommended for survey control.
 NO0306
 NO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0306.See file dsdata.pdf to determine how the superseded data were derived.
 NO0306
 NO0306_MARKER: DB = BENCH MARK DISK
 NO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0306_STAMPING: E 353 1957
 NO0306_MARK LOGO: CGS
 NO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0306+STABILITY: SURFACE MOTION
 NO0306
 NO0306  HISTORY     - Date     Condition        Report By
 NO0306  HISTORY     - 1957     MONUMENTED       CGS
 NO0306  HISTORY     - 19881001 MARK NOT FOUND   USGS
 NO0306
 NO0306                          STATION DESCRIPTION
 NO0306
 NO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0306'5.6 MI E FROM MERRIMAN.
 NO0306'ABOUT 5.65 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0306'FROM THE STATION AT MERRIMAN, IN SECTION 7, T. 34 N., R. 36 W.,
 NO0306'64 FEET NORTHEAST OF THE 19TH POLE NORTHEAST OF MILEPOST 327, 55
 NO0306'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 133 FEET EAST OF THE EAST
 NO0306'CORNER OF BRIDGE 520, 1 FOOT SOUTHEAST OF THE FENCE LINE, 1 1/2
 NO0306'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 NO0306'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0306'PROJECTS 9 INCHES.
 NO0306
 NO0306                          STATION RECOVERY (1988)
 NO0306
 NO0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0484 ***********************************************************************
 NP0484  DESIGNATION -  E 354
 NP0484  PID         -  NP0484
 NP0484  STATE/COUNTY-  NE/SIOUX
 NP0484  COUNTRY     -  US
 NP0484  USGS QUAD   -  ORELLA (2017)
 NP0484
 NP0484                         *CURRENT SURVEY CONTROL
 NP0484  ______________________________________________________________________
 NP0484* NAD 83(1986) POSITION- 42 57 28.8    (N) 103 36 11.4    (W)   HD_HELD2
 NP0484* NAVD 88 ORTHO HEIGHT -  1111.226 (meters)     3645.75  (feet) ADJUSTED
 NP0484  ______________________________________________________________________
 NP0484  GEOID HEIGHT    -        -16.306 (meters)                     GEOID18
 NP0484  DYNAMIC HEIGHT  -       1110.699 (meters)     3644.02  (feet) COMP
 NP0484  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 NP0484
 NP0484  VERT ORDER      -  FIRST     CLASS II
 NP0484
 NP0484.The horizontal coordinates were established by autonomous hand held GPS
 NP0484.observations and have an estimated accuracy of +/- 10 meters.
 NP0484
 NP0484.The orthometric height was determined by differential leveling and
 NP0484.adjusted by the NATIONAL GEODETIC SURVEY
 NP0484.in June 1991.
 NP0484
 NP0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0484.GEOID18 height accuracy estimate available here.
 NP0484
 NP0484.Click photographs - Photos may exist for this station.
 NP0484
 NP0484.The dynamic height is computed by dividing the NAVD 88
 NP0484.geopotential number by the normal gravity value computed on the
 NP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0484.degrees latitude (g = 980.6199 gals.).
 NP0484
 NP0484.The modeled gravity was interpolated from observed gravity values.
 NP0484
 NP0484;                    North         East    Units  Estimated Accuracy
 NP0484;SPC NE       -   353,081.      206,085.      MT  (+/- 10 meters HH2 GPS)
 NP0484
 NP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH1393157097(NAD 83)
 NP0484
 NP0484                          SUPERSEDED SURVEY CONTROL
 NP0484
 NP0484  NGVD 29 (??/??/92) 1110.672  (m)         3643.93   (f) ADJ UNCH    1 2
 NP0484
 NP0484.Superseded values are not recommended for survey control.
 NP0484
 NP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0484.See file dsdata.pdf to determine how the superseded data were derived.
 NP0484
 NP0484_MARKER: DB = BENCH MARK DISK
 NP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0484_STAMPING: E 354 1957
 NP0484_MARK LOGO: CGS
 NP0484_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0484+STABILITY: SURFACE MOTION
 NP0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0484+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 NP0484
 NP0484  HISTORY     - Date     Condition        Report By
 NP0484  HISTORY     - 1957     MONUMENTED       CGS
 NP0484  HISTORY     - 1985     GOOD             NGS
 NP0484  HISTORY     - 20180723 GOOD             NGS
 NP0484
 NP0484                          STATION DESCRIPTION
 NP0484
 NP0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0484'22.1 MI NW FROM CRAWFORD.
 NP0484'ABOUT 22.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0484'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 36 FEET NORTH
 NP0484'OF MILEPOST 445, 39 FEET NORTHEAST OF THE NORTHEAST RAIL, 90
 NP0484'FEET SOUTHWEST OF STATE HIGHWAY 2, 11 FEET SOUTHWEST OF A
 NP0484'TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NP0484'4 FEET ABOVE THE LEVEL OF THE RAIL AND IN THE TOP OF A CONCRETE
 NP0484'POST WHICH PROJECTS 5 INCHES.
 NP0484
 NP0484                          STATION RECOVERY (1985)
 NP0484
 NP0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0484'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0484'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0484'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0484'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0484'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 29.9
 NP0484'KM (18.55 MI) NORTH-NORTHWEST ALONG THE EAST SIDE OF THE TRACKS TO A
 NP0484'ROAD LEADING EAST-NORTHEAST TO THE MENG RESERVOIR, 27.4 METERS (90
 NP0484'FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 11.0 METERS (36 FT)
 NP0484'NORTH OF MILEPOLE 445, 3.4 METERS (11 FT) SOUTHWEST OF A TELEPHONE
 NP0484'POLE AND 0.6 METER (2 FT) SOUTHEAST OF A WITNESS POST.
 NP0484'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 NP0484'THE MARK IS 1.2 M ABOVE THE TRACKS.
 NP0484
 NP0484                          STATION RECOVERY (2018)
 NP0484
 NP0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0536 ***********************************************************************
 NN0536  DESIGNATION -  E 36
 NN0536  PID         -  NN0536
 NN0536  STATE/COUNTY-  NE/KEYA PAHA
 NN0536  COUNTRY     -  US
 NN0536  USGS QUAD   -  RIVERVIEW (2017)
 NN0536
 NN0536                         *CURRENT SURVEY CONTROL
 NN0536  ______________________________________________________________________
 NN0536* NAD 83(1986) POSITION- 42 44 44.     (N) 099 35 57.     (W)   SCALED
 NN0536* NAVD 88 ORTHO HEIGHT -   708.766 (meters)     2325.34  (feet) ADJUSTED
 NN0536  ______________________________________________________________________
 NN0536  GEOID HEIGHT    -        -23.613 (meters)                     GEOID18
 NN0536  DYNAMIC HEIGHT  -        708.496 (meters)     2324.46  (feet) COMP
 NN0536  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 NN0536
 NN0536  VERT ORDER      -  SECOND    CLASS 0
 NN0536
 NN0536.The horizontal coordinates were scaled from a map and have
 NN0536.an estimated accuracy of +/- 6 seconds.
 NN0536
 NN0536.The orthometric height was determined by differential leveling and
 NN0536.adjusted by the NATIONAL GEODETIC SURVEY
 NN0536.in June 1991.
 NN0536
 NN0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0536.GEOID18 height accuracy estimate available here.
 NN0536
 NN0536.Click photographs - Photos may exist for this station.
 NN0536
 NN0536.The dynamic height is computed by dividing the NAVD 88
 NN0536.geopotential number by the normal gravity value computed on the
 NN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0536.degrees latitude (g = 980.6199 gals.).
 NN0536
 NN0536.The modeled gravity was interpolated from observed gravity values.
 NN0536
 NN0536;                    North         East    Units  Estimated Accuracy
 NN0536;SPC NE       -   323,430.      532,820.      MT  (+/- 180 meters Scaled)
 NN0536
 NN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN509327(NAD 83)
 NN0536
 NN0536                          SUPERSEDED SURVEY CONTROL
 NN0536
 NN0536  NGVD 29 (??/??/92)  708.521  (m)         2324.54   (f) ADJ UNCH    2 0
 NN0536
 NN0536.Superseded values are not recommended for survey control.
 NN0536
 NN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0536.See file dsdata.pdf to determine how the superseded data were derived.
 NN0536
 NN0536_MARKER: DB = BENCH MARK DISK
 NN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0536_STAMPING: E 36 1934
 NN0536_MARK LOGO: CGS
 NN0536_PROJECTION: PROJECTING 10 CENTIMETERS
 NN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0536+STABILITY: SURFACE MOTION
 NN0536
 NN0536  HISTORY     - Date     Condition        Report By
 NN0536  HISTORY     - 1934     MONUMENTED       CGS
 NN0536
 NN0536                          STATION DESCRIPTION
 NN0536
 NN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0536'13 MI S FROM SPRINGVIEW.
 NN0536'E-36 IS LOCATED 13 MILES SOUTH OF COURTHOUSE AT SPRINGVIEW,
 NN0536'2.3 MILES NORTH OF NIOBRARA RIVER BRIDGE, 68 FEET NORTH OF NORTH
 NN0536'END OF A GUARD FENCE ON A RIGHT HAND CURVE, 38 FEET NORTH OF
 NN0536'CENTERLINE OF U.S. HWY. 83, 6 YARDS SOUTHWEST OF END OF A BANK
 NN0536'OF A RAVINE, 6.3 FEET NORTHEAST OF FENCE LINE, 0.1 OF MILE
 NN0536'SOUTHEAST OF CROWN OF HILL THAT SLOPES DOWN TO THE RIVER.  STANDARD
 NN0536'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.  STAMPED E 36
 NN0536'1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0263 ***********************************************************************
 MN0263  DESIGNATION -  E 361
 MN0263  PID         -  MN0263
 MN0263  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0263  COUNTRY     -  US
 MN0263  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0263
 MN0263                         *CURRENT SURVEY CONTROL
 MN0263  ______________________________________________________________________
 MN0263* NAD 83(1986) POSITION- 41 52 27.     (N) 103 38 58.     (W)   SCALED
 MN0263* NAVD 88 ORTHO HEIGHT -  1184.811 (meters)     3887.17  (feet) ADJUSTED
 MN0263  ______________________________________________________________________
 MN0263  GEOID HEIGHT    -        -18.943 (meters)                     GEOID18
 MN0263  DYNAMIC HEIGHT  -       1184.050 (meters)     3884.67  (feet) COMP
 MN0263  MODELED GRAVITY -    979,939.9   (mgal)                       NAVD 88
 MN0263
 MN0263  VERT ORDER      -  SECOND    CLASS 0
 MN0263
 MN0263.The horizontal coordinates were scaled from a map and have
 MN0263.an estimated accuracy of +/- 6 seconds.
 MN0263
 MN0263.The orthometric height was determined by differential leveling and
 MN0263.adjusted by the NATIONAL GEODETIC SURVEY
 MN0263.in June 1991.
 MN0263
 MN0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0263.GEOID18 height accuracy estimate available here.
 MN0263
 MN0263.Click photographs - Photos may exist for this station.
 MN0263
 MN0263.The dynamic height is computed by dividing the NAVD 88
 MN0263.geopotential number by the normal gravity value computed on the
 MN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0263.degrees latitude (g = 980.6199 gals.).
 MN0263
 MN0263.The modeled gravity was interpolated from observed gravity values.
 MN0263
 MN0263;                    North         East    Units  Estimated Accuracy
 MN0263;SPC NE       -   232,980.      197,230.      MT  (+/- 180 meters Scaled)
 MN0263
 MN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG120366(NAD 83)
 MN0263
 MN0263                          SUPERSEDED SURVEY CONTROL
 MN0263
 MN0263  NGVD 29 (??/??/92) 1184.161  (m)         3885.03   (f) ADJ UNCH    2 0
 MN0263
 MN0263.Superseded values are not recommended for survey control.
 MN0263
 MN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0263.See file dsdata.pdf to determine how the superseded data were derived.
 MN0263
 MN0263_MARKER: DB = BENCH MARK DISK
 MN0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0263_SP_SET: BOX CULVERT
 MN0263_STAMPING: E 361 1962
 MN0263_MARK LOGO: CGS
 MN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0263+STABILITY: SURFACE MOTION
 MN0263
 MN0263  HISTORY     - Date     Condition        Report By
 MN0263  HISTORY     - 1962     MONUMENTED       CGS
 MN0263
 MN0263                          STATION DESCRIPTION
 MN0263
 MN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0263'0.4 MI E FROM SCOTTSBLUFF.
 MN0263'TO REACH THE MARK GO EAST ON 27TH. STREET AND TRUCK ROUTE FOR
 MN0263'.41 MILE TO MARK, FROM THE SCOTTSBLUFF HIGH SCHOOL IN SCOTTSBLUFF,
 MN0263'15 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET IN THE NORTH
 MN0263'CONCRETE HEADWALL OF A 3 FOOT CONCRETE BOX CULVERT AND ABOUT 1
 MN0263'FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0991 ***********************************************************************
 MK0991  DESIGNATION -  E 363 RESET
 MK0991  PID         -  MK0991
 MK0991  STATE/COUNTY-  NE/BUTLER
 MK0991  COUNTRY     -  US
 MK0991  USGS QUAD   -  LOMA (2017)
 MK0991
 MK0991                         *CURRENT SURVEY CONTROL
 MK0991  ______________________________________________________________________
 MK0991* NAD 83(1986) POSITION- 41 12 20.48   (N) 096 59 33.61   (W)   HD_HELD1
 MK0991* NAVD 88 ORTHO HEIGHT -   496.46  (meters)     1628.8   (feet) RESET
 MK0991  ______________________________________________________________________
 MK0991  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 MK0991  VERT ORDER      -  THIRD
 MK0991
 MK0991.The horizontal coordinates were determined by differentially corrected
 MK0991.hand held GPS observations or other comparable positioning techniques
 MK0991.and have an estimated accuracy of +/- 3 meters.
 MK0991
 MK0991.The orthometric height was computed from unverified reset data.
 MK0991
 MK0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0991.GEOID18 height accuracy estimate available here.
 MK0991
 MK0991.Click photographs - Photos may exist for this station.
 MK0991
 MK0991;                    North         East    Units  Estimated Accuracy
 MK0991;SPC NE       -   156,751.6     752,100.6     MT  (+/- 3 meters HH1 GPS) 
 MK0991
 MK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6829863533(NAD 83)
 MK0991
 MK0991                          SUPERSEDED SURVEY CONTROL
 MK0991
 MK0991  NGVD 29 (??/??/??)  496.28   (m)         1628.2    (f) RESET       3  
 MK0991
 MK0991.Superseded values are not recommended for survey control.
 MK0991
 MK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0991.See file dsdata.pdf to determine how the superseded data were derived.
 MK0991
 MK0991_MARKER: DB = BENCH MARK DISK
 MK0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0991_STAMPING: E 363 RESET 1963
 MK0991_MARK LOGO: CGS
 MK0991_PROJECTION: FLUSH
 MK0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0991+STABILITY: SURFACE MOTION
 MK0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0991+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2021
 MK0991
 MK0991  HISTORY     - Date     Condition        Report By
 MK0991  HISTORY     - 1963     MONUMENTED       NEDR
 MK0991  HISTORY     - 20100527 GOOD             INDIV
 MK0991  HISTORY     - 20211117 GOOD             NEGS
 MK0991
 MK0991                          STATION DESCRIPTION
 MK0991
 MK0991'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0991'2.2 MI N FROM BRAINARD.
 MK0991'0.05 MILE WEST ALONG A STREET FROM THE RAILROAD STATION AT
 MK0991'BRAINARD, THENCE 1.45 MILES NORTH ALONG STATE SPUR 392, THENCE
 MK0991'0.6 MILE EAST ALONG U.S. HIGHWAY 30 ALT., 0.15 MILE EAST OF A
 MK0991'SCHOOL HOUSE ON RIGHT OF WAY LINE 60 FEET SOUTH OF THE CENTERLINE
 MK0991'OF THE HIGHWAY, 3.2 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 MK0991'AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 MK0991'GROUND, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 MK0991
 MK0991                          STATION RECOVERY (2010)
 MK0991
 MK0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MK0991'RECOVERED AS DESCRIBED.
 MK0991
 MK0991                          STATION RECOVERY (2021)
 MK0991
 MK0991'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (RS)
 MK0991'FROM THE JUNCTION OF NE. HWY. 92 AND NE. SPUR 12F APPROX. 1.5 MI (2.4
 MK0991'KM)  NORTH OF BRAINARD, NE., GO EAST ON NE. HWY. 92 APPROX. 0.66 MI
 MK0991'(1.06 KM) TO MILE POST 428.42 AND THE MARK ON THE RIGHT (SOUTH).
 MK0991'
 MK0991'THE MARK IS 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST AND 60.0 FT
 MK0991'(18.3 M) SOUTH OF THE CENTERLINE OF NE. HWY. 92.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0092 ***********************************************************************
 LG0092  DESIGNATION -  E 365
 LG0092  PID         -  LG0092
 LG0092  STATE/COUNTY-  NE/OTOE
 LG0092  COUNTRY     -  US
 LG0092  USGS QUAD   -  SYRACUSE (2017)
 LG0092
 LG0092                         *CURRENT SURVEY CONTROL
 LG0092  ______________________________________________________________________
 LG0092* NAD 83(1986) POSITION- 40 44 17.     (N) 096 07 35.     (W)   SCALED
 LG0092* NAVD 88 ORTHO HEIGHT -   344.754 (meters)     1131.08  (feet) ADJUSTED
 LG0092  ______________________________________________________________________
 LG0092  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 LG0092  DYNAMIC HEIGHT  -        344.588 (meters)     1130.54  (feet) COMP
 LG0092  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 LG0092
 LG0092  VERT ORDER      -  SECOND    CLASS 0
 LG0092
 LG0092.The horizontal coordinates were scaled from a map and have
 LG0092.an estimated accuracy of +/- 6 seconds.
 LG0092
 LG0092.The orthometric height was determined by differential leveling and
 LG0092.adjusted by the NATIONAL GEODETIC SURVEY
 LG0092.in June 1991.
 LG0092
 LG0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0092.GEOID18 height accuracy estimate available here.
 LG0092
 LG0092.Click photographs - Photos may exist for this station.
 LG0092
 LG0092.The dynamic height is computed by dividing the NAVD 88
 LG0092.geopotential number by the normal gravity value computed on the
 LG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0092.degrees latitude (g = 980.6199 gals.).
 LG0092
 LG0092.The modeled gravity was interpolated from observed gravity values.
 LG0092
 LG0092;                    North         East    Units  Estimated Accuracy
 LG0092;SPC NE       -   107,780.      827,000.      MT  (+/- 180 meters Scaled)
 LG0092
 LG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426136(NAD 83)
 LG0092
 LG0092                          SUPERSEDED SURVEY CONTROL
 LG0092
 LG0092  NGVD 29 (??/??/92)  344.657  (m)         1130.76   (f) ADJ UNCH    2 0
 LG0092
 LG0092.Superseded values are not recommended for survey control.
 LG0092
 LG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0092.See file dsdata.pdf to determine how the superseded data were derived.
 LG0092
 LG0092_MARKER: DB = BENCH MARK DISK
 LG0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0092_STAMPING: E 365 1961
 LG0092_MARK LOGO: CGS
 LG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0092+STABILITY: SURFACE MOTION
 LG0092
 LG0092  HISTORY     - Date     Condition        Report By
 LG0092  HISTORY     - 1961     MONUMENTED       CGS
 LG0092  HISTORY     - 1984     MARK NOT FOUND   NGS
 LG0092
 LG0092                          STATION DESCRIPTION
 LG0092
 LG0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0092'1 MI NW FROM OTOE.
 LG0092'0.05 MILE NORTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 LG0092'OTOE, TO THE MISSOURI PACIFIC RAILROAD, THENCE 0.9 MILES NORTHWEST
 LG0092'ALONG THE MISSOURI PACIFIC RAILROAD, 2 1/2 POLE NORTH OF MILE
 LG0092'POLE 445, 118 FEET NORTHEAST OF THE CENTER OF A ROADCROSSING,
 LG0092'106 FEET NORTH OF THE CENTER OF A FARM ROAD, 40 FEET EAST OF THE
 LG0092'EAST RAIL, 6 FEET WEST OF A FENCE, 2 FEET LOWER THAN THE RAILROAD,
 LG0092'2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF
 LG0092'A SQUARE CONCRETE POST PROJECTING 7 INCHES.
 LG0092
 LG0092                          STATION RECOVERY (1984)
 LG0092
 LG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0014 ***********************************************************************
 NN0014  DESIGNATION -  E 37
 NN0014  PID         -  NN0014
 NN0014  STATE/COUNTY-  NE/BOYD
 NN0014  COUNTRY     -  US
 NN0014  USGS QUAD   -  MONOWI (2017)
 NN0014
 NN0014                         *CURRENT SURVEY CONTROL
 NN0014  ______________________________________________________________________
 NN0014* NAD 83(1986) POSITION- 42 49 39.     (N) 098 19 29.     (W)   SCALED
 NN0014* NAVD 88 ORTHO HEIGHT -   404.103 (meters)     1325.79  (feet) ADJUSTED
 NN0014  ______________________________________________________________________
 NN0014  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 NN0014  DYNAMIC HEIGHT  -        403.965 (meters)     1325.34  (feet) COMP
 NN0014  MODELED GRAVITY -    980,266.9   (mgal)                       NAVD 88
 NN0014
 NN0014  VERT ORDER      -  SECOND    CLASS 0
 NN0014
 NN0014.The horizontal coordinates were scaled from a map and have
 NN0014.an estimated accuracy of +/- 6 seconds.
 NN0014
 NN0014.The orthometric height was determined by differential leveling and
 NN0014.adjusted by the NATIONAL GEODETIC SURVEY
 NN0014.in June 1991.
 NN0014
 NN0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0014.GEOID18 height accuracy estimate available here.
 NN0014
 NN0014.Click photographs - Photos may exist for this station.
 NN0014
 NN0014.The dynamic height is computed by dividing the NAVD 88
 NN0014.geopotential number by the normal gravity value computed on the
 NN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0014.degrees latitude (g = 980.6199 gals.).
 NN0014
 NN0014.The modeled gravity was interpolated from observed gravity values.
 NN0014
 NN0014;                    North         East    Units  Estimated Accuracy
 NN0014;SPC NE       -   333,790.      636,970.      MT  (+/- 180 meters Scaled)
 NN0014
 NN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN551418(NAD 83)
 NN0014
 NN0014                          SUPERSEDED SURVEY CONTROL
 NN0014
 NN0014  NGVD 29 (??/??/92)  403.832  (m)         1324.91   (f) ADJ UNCH    2 0
 NN0014
 NN0014.Superseded values are not recommended for survey control.
 NN0014
 NN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0014.See file dsdata.pdf to determine how the superseded data were derived.
 NN0014
 NN0014_MARKER: DB = BENCH MARK DISK
 NN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0014_STAMPING: E 37 1934
 NN0014_MARK LOGO: CGS
 NN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0014+STABILITY: SURFACE MOTION
 NN0014
 NN0014  HISTORY     - Date     Condition        Report By
 NN0014  HISTORY     - 1934     MONUMENTED       CGS
 NN0014
 NN0014                          STATION DESCRIPTION
 NN0014
 NN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0014'AT MONOWI.
 NN0014'LOCATED AT MONOWI ALONG THE R/W OF THE CHICAGO AND NORTH WESTERN
 NN0014'RWY., 0.3 OF MILE EAST OF STATION, 2 1/2 TELEGRAPH POLES EAST
 NN0014'OF M.P. 81, 44.3 FEET NORTH OF NORTH RAIL, 4 FEET SOUTHEAST
 NN0014'OF CORNER POST, 3 FEET SOUTH OF FENCE.  STANDARD TABLET SET IN
 NN0014'TOP OF CONCRETE POST 4 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1300 ***********************************************************************
 NM1300  DESIGNATION -  E 38
 NM1300  PID         -  NM1300
 NM1300  STATE/COUNTY-  NE/ANTELOPE
 NM1300  COUNTRY     -  US
 NM1300  USGS QUAD   -  PLAINVIEW NE (2017)
 NM1300
 NM1300                         *CURRENT SURVEY CONTROL
 NM1300  ______________________________________________________________________
 NM1300* NAD 83(1986) POSITION- 42 24 30.     (N) 097 52 18.     (W)   SCALED
 NM1300* NAVD 88 ORTHO HEIGHT -   504.356 (meters)     1654.71  (feet) ADJUSTED
 NM1300  ______________________________________________________________________
 NM1300  GEOID HEIGHT    -        -25.133 (meters)                     GEOID18
 NM1300  DYNAMIC HEIGHT  -        504.169 (meters)     1654.09  (feet) COMP
 NM1300  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 NM1300
 NM1300  VERT ORDER      -  SECOND    CLASS 0
 NM1300
 NM1300.The horizontal coordinates were scaled from a map and have
 NM1300.an estimated accuracy of +/- 6 seconds.
 NM1300
 NM1300.The orthometric height was determined by differential leveling and
 NM1300.adjusted by the NATIONAL GEODETIC SURVEY
 NM1300.in June 1991.
 NM1300
 NM1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1300.GEOID18 height accuracy estimate available here.
 NM1300
 NM1300.Click photographs - Photos may exist for this station.
 NM1300
 NM1300.The dynamic height is computed by dividing the NAVD 88
 NM1300.geopotential number by the normal gravity value computed on the
 NM1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1300.degrees latitude (g = 980.6199 gals.).
 NM1300
 NM1300.The modeled gravity was interpolated from observed gravity values.
 NM1300
 NM1300;                    North         East    Units  Estimated Accuracy
 NM1300;SPC NE       -   288,060.      675,150.      MT  (+/- 180 meters Scaled)
 NM1300
 NM1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM928957(NAD 83)
 NM1300
 NM1300                          SUPERSEDED SURVEY CONTROL
 NM1300
 NM1300  NGVD 29 (??/??/92)  504.158  (m)         1654.06   (f) ADJ UNCH    2 0
 NM1300
 NM1300.Superseded values are not recommended for survey control.
 NM1300
 NM1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1300.See file dsdata.pdf to determine how the superseded data were derived.
 NM1300
 NM1300_MARKER: DB = BENCH MARK DISK
 NM1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1300_STAMPING: E 38 1934
 NM1300_MARK LOGO: CGS
 NM1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1300+STABILITY: SURFACE MOTION
 NM1300
 NM1300  HISTORY     - Date     Condition        Report By
 NM1300  HISTORY     - 1934     MONUMENTED       CGS
 NM1300  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1300
 NM1300                          STATION DESCRIPTION
 NM1300
 NM1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1300'6.2 MI NW FROM PLAINVIEW.
 NM1300'LOCATED 6.2 MILES NORTHWEST OF STATION AT PLAINVIEW, 5 MILES
 NM1300'SOUTHEAST OF STATION AT CREIGHTON, 44.6 FEET WEST OF WEST RAIL,
 NM1300'34 FEET NORTH OF CENTERLINE OF ROAD CROSSING TRACK, 2.8 FEET
 NM1300'NORTHEAST OF CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF
 NM1300'CONCRETE POST 4 INCHES HIGH.
 NM1300
 NM1300                          STATION RECOVERY (1974)
 NM1300
 NM1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1436 ***********************************************************************
 NM1436  DESIGNATION -  E 39
 NM1436  PID         -  NM1436
 NM1436  STATE/COUNTY-  NE/KNOX
 NM1436  COUNTRY     -  US
 NM1436  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1436
 NM1436                         *CURRENT SURVEY CONTROL
 NM1436  ______________________________________________________________________
 NM1436* NAD 83(1986) POSITION- 42 38 30.     (N) 097 31 30.     (W)   SCALED
 NM1436* NAVD 88 ORTHO HEIGHT -   503.237 (meters)     1651.04  (feet) ADJUSTED
 NM1436  ______________________________________________________________________
 NM1436  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 NM1436  DYNAMIC HEIGHT  -        503.057 (meters)     1650.45  (feet) COMP
 NM1436  MODELED GRAVITY -    980,246.3   (mgal)                       NAVD 88
 NM1436
 NM1436  VERT ORDER      -  SECOND    CLASS 0
 NM1436
 NM1436.The horizontal coordinates were scaled from a map and have
 NM1436.an estimated accuracy of +/- 6 seconds.
 NM1436
 NM1436.The orthometric height was determined by differential leveling and
 NM1436.adjusted by the NATIONAL GEODETIC SURVEY
 NM1436.in June 1991.
 NM1436
 NM1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1436.GEOID18 height accuracy estimate available here.
 NM1436
 NM1436.Click photographs - Photos may exist for this station.
 NM1436
 NM1436.The dynamic height is computed by dividing the NAVD 88
 NM1436.geopotential number by the normal gravity value computed on the
 NM1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1436.degrees latitude (g = 980.6199 gals.).
 NM1436
 NM1436.The modeled gravity was interpolated from observed gravity values.
 NM1436
 NM1436;                    North         East    Units  Estimated Accuracy
 NM1436;SPC NE       -   314,720.      702,930.      MT  (+/- 180 meters Scaled)
 NM1436
 NM1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN209220(NAD 83)
 NM1436
 NM1436                          SUPERSEDED SURVEY CONTROL
 NM1436
 NM1436  NGVD 29 (??/??/92)  503.013  (m)         1650.30   (f) ADJ UNCH    2 0
 NM1436
 NM1436.Superseded values are not recommended for survey control.
 NM1436
 NM1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1436.See file dsdata.pdf to determine how the superseded data were derived.
 NM1436
 NM1436_MARKER: DB = BENCH MARK DISK
 NM1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1436_STAMPING: E 39 1934
 NM1436_MARK LOGO: CGS
 NM1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1436+STABILITY: SURFACE MOTION
 NM1436
 NM1436  HISTORY     - Date     Condition        Report By
 NM1436  HISTORY     - 1934     MONUMENTED       CGS
 NM1436
 NM1436                          STATION DESCRIPTION
 NM1436
 NM1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1436'10.5 MI N FROM WAUSA.
 NM1436'10.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 41 FEET NORTH OF
 NM1436'CENTERLINE OF SECTION CROSS ROAD, 30 FEET WEST OF CENTERLINE
 NM1436'OF HIGHWAY, 11.6 FEET NORTH OF CORNER FENCE POST, 1.2 FEET EAST
 NM1436'OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NM1436'HIGH, STAMPED E 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0259 ***********************************************************************
 NP0259  DESIGNATION -  E 4
 NP0259  PID         -  NP0259
 NP0259  STATE/COUNTY-  NE/DAWES
 NP0259  COUNTRY     -  US
 NP0259  USGS QUAD   -  WHITNEY (2017)
 NP0259
 NP0259                         *CURRENT SURVEY CONTROL
 NP0259  ______________________________________________________________________
 NP0259* NAD 83(1986) POSITION- 42 46 55.     (N) 103 15 28.     (W)   SCALED
 NP0259* NAVD 88 ORTHO HEIGHT -  1039.793 (meters)     3411.39  (feet) ADJUSTED
 NP0259  ______________________________________________________________________
 NP0259  GEOID HEIGHT    -        -17.770 (meters)                     GEOID18
 NP0259  DYNAMIC HEIGHT  -       1039.263 (meters)     3409.65  (feet) COMP
 NP0259  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 NP0259
 NP0259  VERT ORDER      -  FIRST     CLASS II
 NP0259
 NP0259.The horizontal coordinates were scaled from a map and have
 NP0259.an estimated accuracy of +/- 6 seconds.
 NP0259
 NP0259.The orthometric height was determined by differential leveling and
 NP0259.adjusted by the NATIONAL GEODETIC SURVEY
 NP0259.in June 1991.
 NP0259
 NP0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0259.GEOID18 height accuracy estimate available here.
 NP0259
 NP0259.Click photographs - Photos may exist for this station.
 NP0259
 NP0259.The dynamic height is computed by dividing the NAVD 88
 NP0259.geopotential number by the normal gravity value computed on the
 NP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0259.degrees latitude (g = 980.6199 gals.).
 NP0259
 NP0259.The modeled gravity was interpolated from observed gravity values.
 NP0259
 NP0259;                    North         East    Units  Estimated Accuracy
 NP0259;SPC NE       -   332,420.      233,510.      MT  (+/- 180 meters Scaled)
 NP0259
 NP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH425380(NAD 83)
 NP0259
 NP0259                          SUPERSEDED SURVEY CONTROL
 NP0259
 NP0259  NGVD 29 (??/??/92) 1039.227  (m)         3409.53   (f) ADJ UNCH    1 2
 NP0259
 NP0259.Superseded values are not recommended for survey control.
 NP0259
 NP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0259.See file dsdata.pdf to determine how the superseded data were derived.
 NP0259
 NP0259_MARKER: H = DRILL HOLE
 NP0259_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0259+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2016
 NP0259
 NP0259  HISTORY     - Date     Condition        Report By
 NP0259  HISTORY     - 1902     MONUMENTED       CGS
 NP0259  HISTORY     - 1957     GOOD             CGS
 NP0259  HISTORY     - 20160925 GOOD             NEDR
 NP0259
 NP0259                          STATION DESCRIPTION
 NP0259
 NP0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0259'AT WHITNEY.
 NP0259'AT WHITNEY, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN
 NP0259'SECTION 1, T. 32 N., R. 51 W, 315 FEET SOUTHWEST OF THE SOUTH
 NP0259'CORNER OF THE STATION, 24 1/2 FEET EAST OF THE EAST CORNER OF THE
 NP0259'SECTION FOREMAN HOME, 17 1/2 FEET NORTHWEST OF THE NORTHWEST
 NP0259'RAIL, 3 1/2 FEET NORTHWEST OF THE YARD FENCE, 4 FEET NORTHWEST
 NP0259'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL, THE
 NP0259'BOTTOM OF A SQUARE CUT IN THE TOP OF A STONE POST, SURROUNDED BY
 NP0259'THE LETTERS USBM.  THE POST IS FLUSH WITH THE GROUND.
 NP0259
 NP0259                          STATION RECOVERY (2016)
 NP0259
 NP0259'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2016 (GAT)
 NP0259'FOUND LIMESTONE MONUMENT MARKED USBM AT SURFACE OF GROUND IN GOOD
 NP0259'CONDITION. NORTHWEST 17.3 FEET FROM OUTSIDE EDGE OF RAIL AND
 NP0259'PERPENDICULAR TO RAILROAD TO MARK. CENTERLINE OF ELKHORN ST EXTENDED
 NP0259'SOUTH THENCE WEST 35' TO MARK. NAIL ON SOUTH SIDE OF 10 INCH ELM TREE
 NP0259'BEARS 24.10 FEET NNW FROM MARK.
 NP0259'RAILROAD SPIKE IN 14 INCH CEDAR TREE BEARS NORTH 15.82 FEET FROM MARK.
 NP0259'SW 248.27 FEET TO CENTERLINE OF RAILROAD SWITCH FROM MARK. 24 INCH
 NP0259'CULVERT AT RR STATION 801206 BEARS NE 1525.71 FEET. SET IRON ON NORTH
 NP0259'SIDE OF MARK AND CARSENITE POST.
 NP0259'GPS LAT 42 46 55.96  LONG 103 15 27.32
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1131 ***********************************************************************
 NM1131  DESIGNATION -  E 40
 NM1131  PID         -  NM1131
 NM1131  STATE/COUNTY-  NE/CEDAR
 NM1131  COUNTRY     -  US
 NM1131  USGS QUAD   -  HARTINGTON (2017)
 NM1131
 NM1131                         *CURRENT SURVEY CONTROL
 NM1131  ______________________________________________________________________
 NM1131* NAD 83(1986) POSITION- 42 34 57.     (N) 097 16 05.     (W)   SCALED
 NM1131* NAVD 88 ORTHO HEIGHT -   423.838 (meters)     1390.54  (feet) ADJUSTED
 NM1131  ______________________________________________________________________
 NM1131  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 NM1131  DYNAMIC HEIGHT  -        423.689 (meters)     1390.05  (feet) COMP
 NM1131  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 NM1131
 NM1131  VERT ORDER      -  SECOND    CLASS 0
 NM1131
 NM1131.The horizontal coordinates were scaled from a map and have
 NM1131.an estimated accuracy of +/- 6 seconds.
 NM1131
 NM1131.The orthometric height was determined by differential leveling and
 NM1131.adjusted by the NATIONAL GEODETIC SURVEY
 NM1131.in June 1991.
 NM1131
 NM1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1131.GEOID18 height accuracy estimate available here.
 NM1131
 NM1131.Click photographs - Photos may exist for this station.
 NM1131
 NM1131.The dynamic height is computed by dividing the NAVD 88
 NM1131.geopotential number by the normal gravity value computed on the
 NM1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1131.degrees latitude (g = 980.6199 gals.).
 NM1131
 NM1131.The modeled gravity was interpolated from observed gravity values.
 NM1131
 NM1131;                    North         East    Units  Estimated Accuracy
 NM1131;SPC NE       -   308,790.      724,190.      MT  (+/- 180 meters Scaled)
 NM1131
 NM1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN421159(NAD 83)
 NM1131
 NM1131                          SUPERSEDED SURVEY CONTROL
 NM1131
 NM1131  NGVD 29 (??/??/92)  423.633  (m)         1389.87   (f) ADJ UNCH    2 0
 NM1131
 NM1131.Superseded values are not recommended for survey control.
 NM1131
 NM1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1131.See file dsdata.pdf to determine how the superseded data were derived.
 NM1131
 NM1131_MARKER: DB = BENCH MARK DISK
 NM1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1131_STAMPING: E 40 1934
 NM1131_MARK LOGO: CGS
 NM1131_PROJECTION: FLUSH
 NM1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1131+STABILITY: SURFACE MOTION
 NM1131
 NM1131  HISTORY     - Date     Condition        Report By
 NM1131  HISTORY     - 1934     MONUMENTED       CGS
 NM1131
 NM1131                          STATION DESCRIPTION
 NM1131
 NM1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1131'3 MI S FROM HARTINGTON.
 NM1131'IS LOCATED 3 MILES SOUTH OF STATION ALONG C.ST.P.M. AND O. RWY.
 NM1131'AT HARTINGTON, 45.4 FEET EAST OF EAST RAIL OF TRACK, 1.5 FEET
 NM1131'WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1131'POST LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0547 ***********************************************************************
 NP0547  FBN         -  This is a Federal Base Network Control Station.
 NP0547  DESIGNATION -  E 416
 NP0547  PID         -  NP0547
 NP0547  STATE/COUNTY-  NE/DAWES
 NP0547  COUNTRY     -  US
 NP0547  USGS QUAD   -  CRAWFORD (2017)
 NP0547
 NP0547                         *CURRENT SURVEY CONTROL
 NP0547  ______________________________________________________________________
 NP0547* NAD 83(2011) POSITION- 42 43 36.18485(N) 103 24 14.33064(W)   ADJUSTED
 NP0547* NAD 83(2011) ELLIP HT-  1091.600 (meters)        (06/27/12)   ADJUSTED
 NP0547* NAD 83(2011) EPOCH   -  2010.00
 NP0547* NAVD 88 ORTHO HEIGHT -  1109.134 (meters)     3638.88  (feet) ADJUSTED
 NP0547  ______________________________________________________________________
 NP0547  GEOID HEIGHT    -        -17.522 (meters)                     GEOID18
 NP0547  NAD 83(2011) X  - -1,088,004.413 (meters)                     COMP
 NP0547  NAD 83(2011) Y  - -4,565,557.439 (meters)                     COMP
 NP0547  NAD 83(2011) Z  -  4,305,990.014 (meters)                     COMP
 NP0547  LAPLACE CORR    -         -7.11  (seconds)                    DEFLEC18
 NP0547  DYNAMIC HEIGHT  -       1108.545 (meters)     3636.95  (feet) COMP
 NP0547  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 NP0547
 NP0547  VERT ORDER      -  FIRST     CLASS II
 NP0547
 NP0547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0547  Standards:
 NP0547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0547  -------------------------------------------------------------------
 NP0547  NETWORK    0.26   0.69           0.11   0.10   0.35      0.00220604
 NP0547  -------------------------------------------------------------------
 NP0547  Click here for local accuracies and other accuracy information.
 NP0547
 NP0547.The horizontal coordinates were established by GPS observations
 NP0547.and adjusted by the National Geodetic Survey in June 2012.
 NP0547
 NP0547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0547.been affixed to the stable North American tectonic plate. See 
 NP0547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0547
 NP0547.The horizontal coordinates are valid at the epoch date displayed above
 NP0547.which is a decimal equivalence of Year/Month/Day.
 NP0547
 NP0547.The orthometric height was determined by differential leveling and
 NP0547.adjusted by the NATIONAL GEODETIC SURVEY
 NP0547.in June 1991.
 NP0547
 NP0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0547.GEOID18 height accuracy estimate available here.
 NP0547
 NP0547.Click photographs - Photos may exist for this station.
 NP0547
 NP0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0547
 NP0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0547
 NP0547.The ellipsoidal height was determined by GPS observations
 NP0547.and is referenced to NAD 83.
 NP0547
 NP0547.The dynamic height is computed by dividing the NAVD 88
 NP0547.geopotential number by the normal gravity value computed on the
 NP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0547.degrees latitude (g = 980.6199 gals.).
 NP0547
 NP0547.The modeled gravity was interpolated from observed gravity values.
 NP0547
 NP0547. The following values were computed from the NAD 83(2011) position.
 NP0547
 NP0547;                    North         East     Units Scale Factor Converg.
 NP0547;SPC NE       -   326,750.951   221,312.930   MT  0.99988618   -2 15 20.9
 NP0547;SPC NE       - 1,072,015.41    726,090.84   sFT  0.99988618   -2 15 20.9
 NP0547;UTM  13      - 4,731,702.992   630,665.309   MT  0.99981005   +1 04 59.0
 NP0547
 NP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0547!SPC NE       -   0.99982884  x   0.99988618  =   0.99971503
 NP0547!UTM  13      -   0.99982884  x   0.99981005  =   0.99963892
 NP0547
 NP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3066531702(NAD 83)
 NP0547
 NP0547                          SUPERSEDED SURVEY CONTROL
 NP0547
 NP0547  NAD 83(2007)-  42 43 36.18465(N)    103 24 14.33171(W) AD(2002.00) 0
 NP0547  ELLIP H (02/10/07) 1091.629  (m)                       GP(2002.00)    
 NP0547  ELLIP H (07/10/01) 1091.596  (m)                       GP(       ) 4 1
 NP0547  NAD 83(1995)-  42 43 36.18406(N)    103 24 14.33125(W) AD(       ) A
 NP0547  ELLIP H (06/25/96) 1091.653  (m)                       GP(       ) 1 1
 NP0547  NAVD 88            1109.13   (m)         3638.9    (f) LEVELING    3  
 NP0547
 NP0547.Superseded values are not recommended for survey control.
 NP0547
 NP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0547.See file dsdata.pdf to determine how the superseded data were derived.
 NP0547
 NP0547_MARKER: F = FLANGE-ENCASED ROD
 NP0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0547_STAMPING: E 416 1985
 NP0547_MARK LOGO: NGS
 NP0547_PROJECTION: RECESSED 30 CENTIMETERS
 NP0547_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0547+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 NP0547_ROD/PIPE-DEPTH: 10.7 meters
 NP0547
 NP0547  HISTORY     - Date     Condition        Report By
 NP0547  HISTORY     - 1985     MONUMENTED       NGS
 NP0547  HISTORY     - 19950502 GOOD             NGS
 NP0547  HISTORY     - 19960821 GOOD             NGS
 NP0547  HISTORY     - 19991006 GOOD             NGS
 NP0547  HISTORY     - 20000510 GOOD             NGS
 NP0547  HISTORY     - 20161212 GOOD             COMPDA
 NP0547  HISTORY     - 20180727 GOOD             NEGS
 NP0547  HISTORY     - 20181107 GOOD             NEGS
 NP0547
 NP0547                          STATION DESCRIPTION
 NP0547
 NP0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0547'4.5 KM (2.8 MI) NORTH FROM CRAWFORD.
 NP0547'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0547'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.2 KM (2.6 MI) NORTH
 NP0547'ALONG STATE ROUTE 71, AT A GRAVEL ROAD LEADING WEST, 23.2 METERS (76
 NP0547'FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTH OF THE
 NP0547'CENTER OF THE ROAD, 0.3 METER (1 FT) EAST OF A FENCE, 0.6 METER (2
 NP0547'FT) NORTH OF A CONCRETE RIGHT OF WAY POST AND 1.2 METERS (4 FT) NORTH
 NP0547'OF A FENCE CORNER POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NP0547'5-INCH LOGO CAP.
 NP0547'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NP0547'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NP0547
 NP0547                          STATION RECOVERY (1995)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0547'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTH OF CRAWFORD, ON THE
 NP0547'WEST RIGHT-OF-WAY OF STATE HIGHWAY 71, IN THE NORTHWEST ANGLE OF THE
 NP0547'INTERSECTION OF THE HIGHWAY AND MOODY ROAD AND IN THE SOUTHEAST CORNER
 NP0547'OF SEC22, T32N, R52W.  TO REACH THE MARK FROM THE NORTH JUNCTION OF
 NP0547'STATE HIGHWAY 71 WITH U.S. HIGHWAY 20 AT CRAWFORD, GO NORTH ON HIGHWAY
 NP0547'71 FOR 2.6 MI (4.2 KM) TO THE MARK ON THE LEFT.  THE MARK IS A
 NP0547'STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT
 NP0547'IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. IT IS 106.7 FT
 NP0547'(32.5 M) NORTH-NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A
 NP0547'TRIPLE BOX CONCRETE CULVERT UNDER THE HIGHWAY, 76.0 FT (23.2 M) WEST
 NP0547'FROM THE CENTERLINE OF THE HIGHWAY, 37.0 FT (11.3 M) NORTH OF THE
 NP0547'CENTERLINE OF MOODY ROAD, 2.0 FT (0.6 M) NORTH OF A CONCRETE
 NP0547'RIGHT-OF-WAY MARKER, 4.0 FT (1.2 M) NORTH OF A POST AT THE SOUTH END
 NP0547'OF A FENCE AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 NP0547
 NP0547                          STATION RECOVERY (1996)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NP0547'RECOVERED AS DESCRIBED.
 NP0547
 NP0547                          STATION RECOVERY (1999)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0547'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0547'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0547'THENCE 4.2 KM (2.60 MI) NORTHERLY ALONG STATE HIGHWAY 71, 23.0 M (75.5
 NP0547'FT) WEST OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) NORTH OF THE
 NP0547'CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 NP0547'HIGHWAY, 0.5 M (1.6 FT) NORTH OF A RIGHT-OF-WAY POST, AND 0.3 M (1.0
 NP0547'FT) EAST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON HIGHWAY
 NP0547'RIGHT-OF-WAY.  THE MONUMENT IS A FEDERAL BASE NETWORK CONTROL STATION.
 NP0547
 NP0547                          STATION RECOVERY (2000)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NP0547'RECOVERED AS DESCRIBED.
 NP0547
 NP0547                          STATION RECOVERY (2016)
 NP0547
 NP0547'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0547'RECOVERED IN GOOD CONDITION.
 NP0547
 NP0547                          STATION RECOVERY (2018)
 NP0547
 NP0547'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 NP0547'RECOVERED IN GOOD CONDITION.
 NP0547
 NP0547                          STATION RECOVERY (2018)
 NP0547
 NP0547'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NP0547'TO REACH FROM THE NORTH JUNCTION OF U.S. HIGHWAY 20 AND NEBRASKA
 NP0547'HIGHWAY 71 IN CRAWFORD, GO NORTH ON HIGHWAY 71 FOR 2.60 MI (4.18 KM)
 NP0547'TO THE SURVEY MARK IN THE NORTHWEST CORNER OF A T INTERSECTION (COUNTY
 NP0547'ROAD MOODY GOES WEST).
 NP0547'
 NP0547'IT IS 75.5 FT (23.0 M) LEFT (WEST) OF THE CENTERLINE OF NE HIGHWAY 71
 NP0547'AT MILE POST 139+25, 37 FT (11.3 M) NORTH OF THE CENTERLINE OF THE
 NP0547'GRAVEL ROAD(CO.  ROAD MOODY), 2.0 FT (0.6 M) NORTH OF THE NORTHEAST
 NP0547'CORNER OF A ROW MARKER AND 0.7 FT (21 CM) EAST OF THE BOTTOM OF AN
 NP0547'ORANGE FIBERGLASS WITNESS POST.  MAGNETIC MATERIAL IS LOCATED BESIDE
 NP0547'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0575 ***********************************************************************
 NP0575  DESIGNATION -  E 417
 NP0575  PID         -  NP0575
 NP0575  STATE/COUNTY-  NE/BOX BUTTE
 NP0575  COUNTRY     -  US
 NP0575  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0575
 NP0575                         *CURRENT SURVEY CONTROL
 NP0575  ______________________________________________________________________
 NP0575* NAD 83(1986) POSITION- 42 05 23.     (N) 102 53 10.     (W)   SCALED
 NP0575* NAVD 88 ORTHO HEIGHT -  1206.667 (meters)     3958.87  (feet) ADJUSTED
 NP0575  ______________________________________________________________________
 NP0575  GEOID HEIGHT    -        -18.700 (meters)                     GEOID18
 NP0575  DYNAMIC HEIGHT  -       1205.960 (meters)     3956.55  (feet) COMP
 NP0575  MODELED GRAVITY -    979,994.4   (mgal)                       NAVD 88
 NP0575
 NP0575  VERT ORDER      -  FIRST     CLASS II
 NP0575
 NP0575.The horizontal coordinates were scaled from a map and have
 NP0575.an estimated accuracy of +/- 6 seconds.
 NP0575
 NP0575.The orthometric height was determined by differential leveling and
 NP0575.adjusted by the NATIONAL GEODETIC SURVEY
 NP0575.in June 1991.
 NP0575
 NP0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0575.GEOID18 height accuracy estimate available here.
 NP0575
 NP0575.Click photographs - Photos may exist for this station.
 NP0575
 NP0575.The dynamic height is computed by dividing the NAVD 88
 NP0575.geopotential number by the normal gravity value computed on the
 NP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0575.degrees latitude (g = 980.6199 gals.).
 NP0575
 NP0575.The modeled gravity was interpolated from observed gravity values.
 NP0575
 NP0575;                    North         East    Units  Estimated Accuracy
 NP0575;SPC NE       -   254,510.      261,330.      MT  (+/- 180 meters Scaled)
 NP0575
 NP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG748619(NAD 83)
 NP0575
 NP0575                          SUPERSEDED SURVEY CONTROL
 NP0575
 NP0575.No superseded survey control is available for this station.
 NP0575
 NP0575_MARKER: DV = VERTICAL CONTROL DISK
 NP0575_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0575_SP_SET: PIER FOUNDATION
 NP0575_STAMPING: E 417 1985
 NP0575_MARK LOGO: NGS
 NP0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0575+STABILITY: POSITION/ELEVATION WELL
 NP0575
 NP0575  HISTORY     - Date     Condition        Report By
 NP0575  HISTORY     - 1985     MONUMENTED       NGS
 NP0575
 NP0575                          STATION DESCRIPTION
 NP0575
 NP0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0575'1.6 KM (1.0 MI) SW FROM ALLIANCE.
 NP0575'1.6 KM (1.0 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0575'ITS STATION AT ALLIANCE, IN TOP OF THE NORTH-NORTHEAST END OF THE WEST
 NP0575'CONCRETE FOUNDATION FOR THREE CONCRETE PIERS IN THE MIDDLE OF 3 SETS
 NP0575'OF RAILS, 3.9 METERS (12.8 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST
 NP0575'RAIL OF THE NORTH-NORTHWEST SET OF TRACKS, 3.35 METERS (11 FT)
 NP0575'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF THE MIDDLE SET OF
 NP0575'TRACKS AND 0.8 METER (2.7 FT) SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST
 NP0575'CONCRETE PIER.
 NP0575'THE MARK IS 1.35 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0367 ***********************************************************************
 MN0367  DESIGNATION -  E 418
 MN0367  PID         -  MN0367
 MN0367  STATE/COUNTY-  NE/MORRILL
 MN0367  COUNTRY     -  US
 MN0367  USGS QUAD   -  DALTON (2017)
 MN0367
 MN0367                         *CURRENT SURVEY CONTROL
 MN0367  ______________________________________________________________________
 MN0367* NAD 83(1986) POSITION- 41 26 20.     (N) 102 58 59.     (W)   SCALED
 MN0367* NAVD 88 ORTHO HEIGHT -  1301.635 (meters)     4270.45  (feet) ADJUSTED
 MN0367  ______________________________________________________________________
 MN0367  GEOID HEIGHT    -        -19.731 (meters)                     GEOID18
 MN0367  DYNAMIC HEIGHT  -       1300.742 (meters)     4267.52  (feet) COMP
 MN0367  MODELED GRAVITY -    979,891.6   (mgal)                       NAVD 88
 MN0367
 MN0367  VERT ORDER      -  FIRST     CLASS II
 MN0367
 MN0367.The horizontal coordinates were scaled from a map and have
 MN0367.an estimated accuracy of +/- 6 seconds.
 MN0367
 MN0367.The orthometric height was determined by differential leveling and
 MN0367.adjusted by the NATIONAL GEODETIC SURVEY
 MN0367.in June 1991.
 MN0367
 MN0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0367.GEOID18 height accuracy estimate available here.
 MN0367
 MN0367.Click photographs - Photos may exist for this station.
 MN0367
 MN0367.The dynamic height is computed by dividing the NAVD 88
 MN0367.geopotential number by the normal gravity value computed on the
 MN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0367.degrees latitude (g = 980.6199 gals.).
 MN0367
 MN0367.The modeled gravity was interpolated from observed gravity values.
 MN0367
 MN0367;                    North         East    Units  Estimated Accuracy
 MN0367;SPC NE       -   182,560.      250,830.      MT  (+/- 180 meters Scaled)
 MN0367
 MN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF685894(NAD 83)
 MN0367
 MN0367                          SUPERSEDED SURVEY CONTROL
 MN0367
 MN0367.No superseded survey control is available for this station.
 MN0367
 MN0367_MARKER: I = METAL ROD
 MN0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0367_STAMPING: E 418 1985
 MN0367_MARK LOGO: NGS
 MN0367_PROJECTION: FLUSH
 MN0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0367+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0367_ROD/PIPE-DEPTH: 7.9 meters
 MN0367
 MN0367  HISTORY     - Date     Condition        Report By
 MN0367  HISTORY     - 1985     MONUMENTED       NGS
 MN0367  HISTORY     - 20070417 GOOD             NEDR
 MN0367
 MN0367                          STATION DESCRIPTION
 MN0367
 MN0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0367'4.0 KM (2.5 MI) NORTH FROM DALTON.
 MN0367'4.0 KM (2.45 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0367'DALTON, AT THE MORRILL-CHEYENNE COUNTY LINE, 0.08 KM (0.05 MI) SOUTH
 MN0367'OF A ROAD LEADING WEST, 18.3 METERS (60 FT) EAST OF THE HIGHWAY
 MN0367'CENTERLINE, 0.6 METER (2 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER,
 MN0367'0.3 METER (1 FT) WEST OF A FENCE, 6.7 METERS (22 FT) NORTH OF THE
 MN0367'CENTER OF A TRACK ROAD LEADING EAST AND 15.5 METERS (51 FT) SOUTHEAST
 MN0367'OF A SIGN (UNLAWFULL TO PASS SCHOOL BUS).  NOTE--ACCESS TO DATUM POINT
 MN0367'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0367'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MN0367
 MN0367                          STATION RECOVERY (2007)
 MN0367
 MN0367'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0367'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0389 ***********************************************************************
 MN0389  DESIGNATION -  E 419
 MN0389  PID         -  MN0389
 MN0389  STATE/COUNTY-  NE/CHEYENNE
 MN0389  COUNTRY     -  US
 MN0389  USGS QUAD   -  LORENZO (2017)
 MN0389
 MN0389                         *CURRENT SURVEY CONTROL
 MN0389  ______________________________________________________________________
 MN0389* NAD 83(1986) POSITION- 41 01 39.     (N) 103 04 44.     (W)   SCALED
 MN0389* NAVD 88 ORTHO HEIGHT -  1335.161 (meters)     4380.44  (feet) ADJUSTED
 MN0389  ______________________________________________________________________
 MN0389  GEOID HEIGHT    -        -19.612 (meters)                     GEOID18
 MN0389  DYNAMIC HEIGHT  -       1334.199 (meters)     4377.28  (feet) COMP
 MN0389  MODELED GRAVITY -    979,857.1   (mgal)                       NAVD 88
 MN0389
 MN0389  VERT ORDER      -  FIRST     CLASS II
 MN0389
 MN0389.The horizontal coordinates were scaled from a map and have
 MN0389.an estimated accuracy of +/- 6 seconds.
 MN0389
 MN0389.The orthometric height was determined by differential leveling and
 MN0389.adjusted by the NATIONAL GEODETIC SURVEY
 MN0389.in June 1991.
 MN0389
 MN0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0389.GEOID18 height accuracy estimate available here.
 MN0389
 MN0389.Click photographs - Photos may exist for this station.
 MN0389
 MN0389.The dynamic height is computed by dividing the NAVD 88
 MN0389.geopotential number by the normal gravity value computed on the
 MN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0389.degrees latitude (g = 980.6199 gals.).
 MN0389
 MN0389.The modeled gravity was interpolated from observed gravity values.
 MN0389
 MN0389;                    North         East    Units  Estimated Accuracy
 MN0389;SPC NE       -   137,190.      241,200.      MT  (+/- 180 meters Scaled)
 MN0389
 MN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF615435(NAD 83)
 MN0389
 MN0389                          SUPERSEDED SURVEY CONTROL
 MN0389
 MN0389.No superseded survey control is available for this station.
 MN0389
 MN0389_MARKER: I = METAL ROD
 MN0389_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MN0389+WITH SETTING: INFORMATION.
 MN0389_STAMPING: E 419 1985
 MN0389_MARK LOGO: NGS
 MN0389_PROJECTION: FLUSH
 MN0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0389_ROD/PIPE-DEPTH: 2.4 meters
 MN0389
 MN0389  HISTORY     - Date     Condition        Report By
 MN0389  HISTORY     - 1985     MONUMENTED       NGS
 MN0389
 MN0389                          STATION DESCRIPTION
 MN0389
 MN0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0389'18.2 KM (11.3 MI) SW FROM SIDNEY.
 MN0389'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0389'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 14.5 KM
 MN0389'(8.98 MI) SOUTHWEST ALONG STATE ROUTE 19, ALSO 7.9 KM (4.9 MI) NORTH
 MN0389'OF PEETZ, COLORADO, IN TOP OF A LONG LOW CUT FOR THE RAILROAD GRADE,
 MN0389'2.40 KM (1.49 MI) SOUTH-SOUTHWEST OF THE INTERSECTION OF A GRAVEL ROAD
 MN0389'AT LORENZO, 0.32 KM (0.20 MI) SOUTH-SOUTHWEST OF MILEPOST 2,
 MN0389'53.0 METERS (174 FT) WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 100.6
 MN0389'METERS (330 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RAILROAD BRIDGE
 MN0389'85.19, 30.6 METERS (100.5 FT) WEST OF RAILROAD SEMIPHORE 853, 24.7
 MN0389'METERS (81 FT) WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL AND 1.5
 MN0389'METERS (5 FT) SOUTH OF A CONCRETE FENCE POST.  ROD SET TO 8 FOOT
 MN0389'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0389'LOGO CAP.
 MN0389'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST
 MN0389'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0396 ***********************************************************************
 MN0396  DESIGNATION -  E 422
 MN0396  PID         -  MN0396
 MN0396  STATE/COUNTY-  NE/DEUEL
 MN0396  COUNTRY     -  US
 MN0396  USGS QUAD   -  BARTON (2017)
 MN0396
 MN0396                         *CURRENT SURVEY CONTROL
 MN0396  ______________________________________________________________________
 MN0396* NAD 83(1986) POSITION- 41 02 56.6    (N) 102 08 03.8    (W)   HD_HELD2
 MN0396* NAVD 88 ORTHO HEIGHT -  1042.285 (meters)     3419.56  (feet) ADJUSTED
 MN0396  ______________________________________________________________________
 MN0396  GEOID HEIGHT    -        -20.575 (meters)                     GEOID18
 MN0396  DYNAMIC HEIGHT  -       1041.611 (meters)     3417.35  (feet) COMP
 MN0396  MODELED GRAVITY -    979,941.4   (mgal)                       NAVD 88
 MN0396
 MN0396  VERT ORDER      -  FIRST     CLASS II
 MN0396
 MN0396.The horizontal coordinates were established by autonomous hand held GPS
 MN0396.observations and have an estimated accuracy of +/- 10 meters.
 MN0396
 MN0396.The orthometric height was determined by differential leveling and
 MN0396.adjusted by the NATIONAL GEODETIC SURVEY
 MN0396.in June 1991.
 MN0396
 MN0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0396.GEOID18 height accuracy estimate available here.
 MN0396
 MN0396.Click photographs - Photos may exist for this station.
 MN0396
 MN0396.The dynamic height is computed by dividing the NAVD 88
 MN0396.geopotential number by the normal gravity value computed on the
 MN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0396.degrees latitude (g = 980.6199 gals.).
 MN0396
 MN0396.The modeled gravity was interpolated from observed gravity values.
 MN0396
 MN0396;                    North         East    Units  Estimated Accuracy
 MN0396;SPC NE       -   137,191.      320,630.      MT  (+/- 10 meters HH2 GPS)
 MN0396
 MN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4083748159(NAD 83)
 MN0396
 MN0396                          SUPERSEDED SURVEY CONTROL
 MN0396
 MN0396  NGVD 29 (02/14/92) 1041.824  (m)         3418.05   (f) ADJUSTED    1 2
 MN0396
 MN0396.Superseded values are not recommended for survey control.
 MN0396
 MN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0396.See file dsdata.pdf to determine how the superseded data were derived.
 MN0396
 MN0396_MARKER: I = METAL ROD
 MN0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0396_STAMPING: E 422 1986
 MN0396_MARK LOGO: NGS
 MN0396_PROJECTION: FLUSH
 MN0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0396_ROD/PIPE-DEPTH: 12.2 meters
 MN0396
 MN0396  HISTORY     - Date     Condition        Report By
 MN0396  HISTORY     - 1986     MONUMENTED       NGS
 MN0396
 MN0396                          STATION DESCRIPTION
 MN0396
 MN0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0396'5.5 KM (3.4 MI) SW FROM BIG SPRINGS.
 MN0396'5.5 KM (3.4 MI) SOUTHWEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0396'STATE ROUTE 25 B IN BIG SPRINGS, AT A GATE TO A PASTURE, 0.48 KM (0.3
 MN0396'MI) SOUTHWEST OF A PRIVATE DRIVE LEADING NORTH TO A SMALL FARM,
 MN0396'10.4 METERS (34 FT) NORTH-NORTHWEST OF THE HIGHWAY CENTERLINE, 6.7
 MN0396'METERS (22 FT) SOUTHWEST OF THE CENTER OF THE GATE AND 0.3 METER (1
 MN0396'FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 MN0396'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0396'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 MN0396'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0954 ***********************************************************************
 LH0954  DESIGNATION -  E 423
 LH0954  PID         -  LH0954
 LH0954  STATE/COUNTY-  NE/FURNAS
 LH0954  COUNTRY     -  US
 LH0954  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0954
 LH0954                         *CURRENT SURVEY CONTROL
 LH0954  ______________________________________________________________________
 LH0954* NAD 83(1986) POSITION- 40 06 21.98   (N) 099 53 36.18   (W)   HD_HELD1
 LH0954* NAVD 88 ORTHO HEIGHT -   704.781 (meters)     2312.27  (feet) ADJUSTED
 LH0954  ______________________________________________________________________
 LH0954  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 LH0954  DYNAMIC HEIGHT  -        704.331 (meters)     2310.79  (feet) COMP
 LH0954  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 LH0954
 LH0954  VERT ORDER      -  FIRST     CLASS II
 LH0954
 LH0954.The horizontal coordinates were determined by differentially corrected
 LH0954.hand held GPS observations or other comparable positioning techniques
 LH0954.and have an estimated accuracy of +/- 3 meters.
 LH0954
 LH0954.The orthometric height was determined by differential leveling and
 LH0954.adjusted by the NATIONAL GEODETIC SURVEY
 LH0954.in June 1991.
 LH0954
 LH0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0954.GEOID18 height accuracy estimate available here.
 LH0954
 LH0954.Click photographs - Photos may exist for this station.
 LH0954
 LH0954.The dynamic height is computed by dividing the NAVD 88
 LH0954.geopotential number by the normal gravity value computed on the
 LH0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0954.degrees latitude (g = 980.6199 gals.).
 LH0954
 LH0954.The modeled gravity was interpolated from observed gravity values.
 LH0954
 LH0954;                    North         East    Units  Estimated Accuracy
 LH0954;SPC NE       -    30,293.1     509,089.9     MT  (+/- 3 meters HH1 GPS) 
 LH0954
 LH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2385839916(NAD 83)
 LH0954
 LH0954                          SUPERSEDED SURVEY CONTROL
 LH0954
 LH0954  NGVD 29 (02/14/92)  704.503  (m)         2311.36   (f) ADJUSTED    1 2
 LH0954
 LH0954.Superseded values are not recommended for survey control.
 LH0954
 LH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0954.See file dsdata.pdf to determine how the superseded data were derived.
 LH0954
 LH0954_MARKER: DV = VERTICAL CONTROL DISK
 LH0954_SETTING: 66 = SET IN ROCK OUTCROP
 LH0954_STAMPING: E 423 1986
 LH0954_MARK LOGO: NGS
 LH0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0954+STABILITY: POSITION/ELEVATION WELL
 LH0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0954+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2020
 LH0954
 LH0954  HISTORY     - Date     Condition        Report By
 LH0954  HISTORY     - 1986     MONUMENTED       NGS
 LH0954  HISTORY     - 20200204 GOOD             NEGS
 LH0954
 LH0954                          STATION DESCRIPTION
 LH0954
 LH0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0954'22.5 KM (14.0 MI) SOUTH FROM ARAPAHOE.
 LH0954'22.5 KM (14.05 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0954'HIGHWAYS 6 NAD 34 AT ARAPAHOE, IN TOP OF AND 1.2 METERS (4 FT) SOUTH
 LH0954'OF THE NORTH END OF A 6 BY 6 FOOT PORTION OF GRAY SANDSTONE, IN THE
 LH0954'NORTH END OF A LONG CUT, 0.35 KM (0.2 MI) NORTH OF MILEPOST 7, 13.1
 LH0954'METERS (43 FT) WEST OF THE HIGHWAY CENTERLINE, 121.8 METERS (399.5 FT)
 LH0954'SOUTH OF THE NORTH END OF THE CUT AND 11.7 METERS (38.5 FT) EAST OF
 LH0954'THE RIGHT OF WAY FENCE.
 LH0954'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0954'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0954
 LH0954                          STATION RECOVERY (2020)
 LH0954
 LH0954'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LH0954'THE MARK IS 14 MI (22.5 KM) SOUTH OF ARAPAHOE ALONG HIGHWAY 283 FROM
 LH0954'THE JUNCTION 6/34, 0.2 MI (0.3 KM) NORTH OF MILE POST 7, 44 FT (13.4
 LH0954'M) WEST OF THE CENTERLINE OF HIGHWAY 283, 39 FT (11.9 M) EAST OF THE
 LH0954'RIGHT-OF-WAY FENCE AND 3 FT (0.9 M) EAST OF A WITNESS POST.  IT IS
 LH0954'ABOUT LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0319 ***********************************************************************
 MM0319  DESIGNATION -  E 424
 MM0319  PID         -  MM0319
 MM0319  STATE/COUNTY-  NE/LINCOLN
 MM0319  COUNTRY     -  US
 MM0319  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0319
 MM0319                         *CURRENT SURVEY CONTROL
 MM0319  ______________________________________________________________________
 MM0319* NAD 83(1986) POSITION- 41 08 21.     (N) 101 14 21.     (W)   SCALED
 MM0319* NAVD 88 ORTHO HEIGHT -   916.878 (meters)     3008.12  (feet) ADJUSTED
 MM0319  ______________________________________________________________________
 MM0319  GEOID HEIGHT    -        -21.765 (meters)                     GEOID18
 MM0319  DYNAMIC HEIGHT  -        916.315 (meters)     3006.28  (feet) COMP
 MM0319  MODELED GRAVITY -    979,979.2   (mgal)                       NAVD 88
 MM0319
 MM0319  VERT ORDER      -  FIRST     CLASS II
 MM0319
 MM0319.The horizontal coordinates were scaled from a map and have
 MM0319.an estimated accuracy of +/- 6 seconds.
 MM0319
 MM0319.The orthometric height was determined by differential leveling and
 MM0319.adjusted by the NATIONAL GEODETIC SURVEY
 MM0319.in June 1991.
 MM0319
 MM0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0319.GEOID18 height accuracy estimate available here.
 MM0319
 MM0319.Click photographs - Photos may exist for this station.
 MM0319
 MM0319.The dynamic height is computed by dividing the NAVD 88
 MM0319.geopotential number by the normal gravity value computed on the
 MM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0319.degrees latitude (g = 980.6199 gals.).
 MM0319
 MM0319.The modeled gravity was interpolated from observed gravity values.
 MM0319
 MM0319;                    North         East    Units  Estimated Accuracy
 MM0319;SPC NE       -   145,730.      396,000.      MT  (+/- 180 meters Scaled)
 MM0319
 MM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL120566(NAD 83)
 MM0319
 MM0319                          SUPERSEDED SURVEY CONTROL
 MM0319
 MM0319  NGVD 29 (02/14/92)  916.471  (m)         3006.79   (f) ADJUSTED    1 2
 MM0319
 MM0319.Superseded values are not recommended for survey control.
 MM0319
 MM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0319.See file dsdata.pdf to determine how the superseded data were derived.
 MM0319
 MM0319_MARKER: I = METAL ROD
 MM0319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0319_STAMPING: E 424 1986
 MM0319_MARK LOGO: NGS
 MM0319_PROJECTION: FLUSH
 MM0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0319_ROD/PIPE-DEPTH: 15.5 meters
 MM0319
 MM0319  HISTORY     - Date     Condition        Report By
 MM0319  HISTORY     - 1986     MONUMENTED       NGS
 MM0319
 MM0319                          STATION DESCRIPTION
 MM0319
 MM0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0319'10.0 KM (6.2 MI) EAST FROM PAXTON.
 MM0319'10.00 KM (6.25 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0319'STATE HIGHWAY 51 C AT PAXTON, 35.5 METERS (116.5 FT) WEST OF THE UNION
 MM0319'PACIFIC RAILROAD SIGNAL 3094-1, 0.56 KM (0.35 MI) WEST OF MILEPOST
 MM0319'152, ALSO 9.55 KM (5.97 MI) WEST OF SUTHERLAND, 29.5 METERS (97 FT)
 MM0319'SOUTH OF THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTH OF THE
 MM0319'NORTH RAIL AND 0.4 METER (1.5 FT) NORTH OF A TELEPHONE POLE WITH TWO
 MM0319'GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MM0319'CAP.
 MM0319'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0319'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0964 ***********************************************************************
 LH0964  DESIGNATION -  E 425
 LH0964  PID         -  LH0964
 LH0964  STATE/COUNTY-  NE/FURNAS
 LH0964  COUNTRY     -  US
 LH0964  USGS QUAD   -  ARAPAHOE (2017)
 LH0964
 LH0964                         *CURRENT SURVEY CONTROL
 LH0964  ______________________________________________________________________
 LH0964* NAD 83(1986) POSITION- 40 18 21.54   (N) 099 54 17.89   (W)   HD_HELD1
 LH0964* NAVD 88 ORTHO HEIGHT -   666.066 (meters)     2185.25  (feet) ADJUSTED
 LH0964  ______________________________________________________________________
 LH0964  GEOID HEIGHT    -        -24.677 (meters)                     GEOID18
 LH0964  DYNAMIC HEIGHT  -        665.642 (meters)     2183.86  (feet) COMP
 LH0964  MODELED GRAVITY -    979,967.5   (mgal)                       NAVD 88
 LH0964
 LH0964  VERT ORDER      -  FIRST     CLASS II
 LH0964
 LH0964.The horizontal coordinates were determined by differentially corrected
 LH0964.hand held GPS observations or other comparable positioning techniques
 LH0964.and have an estimated accuracy of +/- 3 meters.
 LH0964
 LH0964.The orthometric height was determined by differential leveling and
 LH0964.adjusted by the NATIONAL GEODETIC SURVEY
 LH0964.in June 1991.
 LH0964
 LH0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0964.GEOID18 height accuracy estimate available here.
 LH0964
 LH0964.Click photographs - Photos may exist for this station.
 LH0964
 LH0964.The dynamic height is computed by dividing the NAVD 88
 LH0964.geopotential number by the normal gravity value computed on the
 LH0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0964.degrees latitude (g = 980.6199 gals.).
 LH0964
 LH0964.The modeled gravity was interpolated from observed gravity values.
 LH0964
 LH0964;                    North         East    Units  Estimated Accuracy
 LH0964;SPC NE       -    52,484.1     508,077.7     MT  (+/- 3 meters HH1 GPS) 
 LH0964
 LH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2309762112(NAD 83)
 LH0964
 LH0964                          SUPERSEDED SURVEY CONTROL
 LH0964
 LH0964  NGVD 29 (02/14/92)  665.769  (m)         2184.28   (f) ADJUSTED    1 2
 LH0964
 LH0964.Superseded values are not recommended for survey control.
 LH0964
 LH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0964.See file dsdata.pdf to determine how the superseded data were derived.
 LH0964
 LH0964_MARKER: I = METAL ROD
 LH0964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0964_STAMPING: E 425 1986
 LH0964_MARK LOGO: NGS
 LH0964_PROJECTION: FLUSH
 LH0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0964+STABILITY: POSITION/ELEVATION WELL
 LH0964_ROD/PIPE-DEPTH: 14.6 meters
 LH0964_SLEEVE-DEPTH  : 10.0 meters
 LH0964
 LH0964  HISTORY     - Date     Condition        Report By
 LH0964  HISTORY     - 1986     MONUMENTED       NGS
 LH0964
 LH0964                          STATION DESCRIPTION
 LH0964
 LH0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0964'IN ARAPAHOE.
 LH0964'IN ARAPAHOE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF US
 LH0964'HIGHWAYS 6 AND 34 (CHESTNUT STREET) AND 11TH STREET, AT THE NORTHEAST
 LH0964'CORNER OF THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE YARD LAWN, IN
 LH0964'FRONT OF AND 1.2 METERS (4 FT) NORTH OF THE SOUTH POST OF THE
 LH0964'MAINTENANCE YARD SIGN, 32.0 METERS (105 FT) WEST OF THE CENTER OF 11TH
 LH0964'STREET, 23.4 METERS (77 FT) SOUTH OF THE CENTER OF THE HIGHWAY AND
 LH0964'10.9 METERS (36.5 FT) EAST OF THE NORTHEAST CORNER OF THE YARD OFFICE.
 LH0964'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1001 ***********************************************************************
 LH1001  DESIGNATION -  E 426
 LH1001  PID         -  LH1001
 LH1001  STATE/COUNTY-  NE/DAWSON
 LH1001  COUNTRY     -  US
 LH1001  USGS QUAD   -  COZAD (2017)
 LH1001
 LH1001                         *CURRENT SURVEY CONTROL
 LH1001  ______________________________________________________________________
 LH1001* NAD 83(1986) POSITION- 40 50 56.     (N) 099 57 51.     (W)   SCALED
 LH1001* NAVD 88 ORTHO HEIGHT -   755.835 (meters)     2479.77  (feet) ADJUSTED
 LH1001  ______________________________________________________________________
 LH1001  GEOID HEIGHT    -        -23.456 (meters)                     GEOID18
 LH1001  DYNAMIC HEIGHT  -        755.392 (meters)     2478.32  (feet) COMP
 LH1001  MODELED GRAVITY -    980,013.1   (mgal)                       NAVD 88
 LH1001
 LH1001  VERT ORDER      -  FIRST     CLASS II
 LH1001
 LH1001.The horizontal coordinates were scaled from a map and have
 LH1001.an estimated accuracy of +/- 6 seconds.
 LH1001
 LH1001.The orthometric height was determined by differential leveling and
 LH1001.adjusted by the NATIONAL GEODETIC SURVEY
 LH1001.in June 1991.
 LH1001
 LH1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1001.GEOID18 height accuracy estimate available here.
 LH1001
 LH1001.Click photographs - Photos may exist for this station.
 LH1001
 LH1001.The dynamic height is computed by dividing the NAVD 88
 LH1001.geopotential number by the normal gravity value computed on the
 LH1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1001.degrees latitude (g = 980.6199 gals.).
 LH1001
 LH1001.The modeled gravity was interpolated from observed gravity values.
 LH1001
 LH1001;                    North         East    Units  Estimated Accuracy
 LH1001;SPC NE       -   112,760.      503,020.      MT  (+/- 180 meters Scaled)
 LH1001
 LH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML187224(NAD 83)
 LH1001
 LH1001                          SUPERSEDED SURVEY CONTROL
 LH1001
 LH1001  NGVD 29 (02/14/92)  755.537  (m)         2478.79   (f) ADJUSTED    1 2
 LH1001
 LH1001.Superseded values are not recommended for survey control.
 LH1001
 LH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1001.See file dsdata.pdf to determine how the superseded data were derived.
 LH1001
 LH1001_MARKER: I = METAL ROD
 LH1001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1001_STAMPING: E 426 1986
 LH1001_MARK LOGO: NGS
 LH1001_PROJECTION: FLUSH
 LH1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1001_ROD/PIPE-DEPTH: 11.0 meters
 LH1001
 LH1001  HISTORY     - Date     Condition        Report By
 LH1001  HISTORY     - 1986     MONUMENTED       NGS
 LH1001
 LH1001                          STATION DESCRIPTION
 LH1001
 LH1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1001'1.8 KM (1.1 MI) SE FROM COZAD.
 LH1001'1.82 KM (1.13 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1001'RAILROAD STATION AT COZAD, NEAR MILEPOST 225, 27.2 METERS (89.2 FT)
 LH1001'SOUTHWEST OF THE HIGHWAY CENTERLINE, 20.4 METERS (67 FT) WEST OF THE
 LH1001'MILEPOST, 13.1 METERS (43 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH1001'NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 0.9 METER (3
 LH1001'FT) SOUTHEAST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LH1001'THROUGH A 5-INCH LOGO CAP.
 LH1001'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH1001'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2122 ***********************************************************************
 MK2122  DESIGNATION -  E 428
 MK2122  PID         -  MK2122
 MK2122  STATE/COUNTY-  NE/DOUGLAS
 MK2122  COUNTRY     -  US
 MK2122  USGS QUAD   -  IRVINGTON (2017)
 MK2122
 MK2122                         *CURRENT SURVEY CONTROL
 MK2122  ______________________________________________________________________
 MK2122* NAD 83(1986) POSITION- 41 19 38.     (N) 096 03 44.     (W)   SCALED
 MK2122* NAVD 88 ORTHO HEIGHT -   342.757 (meters)     1124.53  (feet) ADJUSTED
 MK2122  ______________________________________________________________________
 MK2122  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 MK2122  DYNAMIC HEIGHT  -        342.604 (meters)     1124.03  (feet) COMP
 MK2122  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 MK2122
 MK2122  VERT ORDER      -  FIRST     CLASS II
 MK2122
 MK2122.The horizontal coordinates were scaled from a map and have
 MK2122.an estimated accuracy of +/- 6 seconds.
 MK2122
 MK2122.The orthometric height was determined by differential leveling and
 MK2122.adjusted by the NATIONAL GEODETIC SURVEY
 MK2122.in June 1991.
 MK2122
 MK2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2122.GEOID18 height accuracy estimate available here.
 MK2122
 MK2122.Click photographs - Photos may exist for this station.
 MK2122
 MK2122.The dynamic height is computed by dividing the NAVD 88
 MK2122.geopotential number by the normal gravity value computed on the
 MK2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2122.degrees latitude (g = 980.6199 gals.).
 MK2122
 MK2122.The modeled gravity was interpolated from observed gravity values.
 MK2122
 MK2122;                    North         East    Units  Estimated Accuracy
 MK2122;SPC NE       -   173,360.      829,440.      MT  (+/- 180 meters Scaled)
 MK2122
 MK2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL458792(NAD 83)
 MK2122
 MK2122                          SUPERSEDED SURVEY CONTROL
 MK2122
 MK2122.No superseded survey control is available for this station.
 MK2122
 MK2122_MARKER: DV = VERTICAL CONTROL DISK
 MK2122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2122_SP_SET: ABUTMENT
 MK2122_STAMPING: E 428 1989
 MK2122_MARK LOGO: NGS
 MK2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2122+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2011
 MK2122
 MK2122  HISTORY     - Date     Condition        Report By
 MK2122  HISTORY     - 1989     MONUMENTED       NGS
 MK2122  HISTORY     - 20071120 GOOD             THOMDD
 MK2122  HISTORY     - 20110204 GOOD             INDIV
 MK2122
 MK2122                          STATION DESCRIPTION
 MK2122
 MK2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2122'IN OMAHA, AT THE INTERSECTION OF IRVINGTON ROAD AND INTERSTATE
 MK2122'HIGHWAY 680, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST
 MK2122'ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE ROAD, 7.3 M (24.0
 MK2122'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MK2122'HIGHWAY, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 MK2122
 MK2122                          STATION RECOVERY (2007)
 MK2122
 MK2122'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2007 (MTC)
 MK2122'RECOVERED IN GOOD CONDITION.
 MK2122
 MK2122                          STATION RECOVERY (2011)
 MK2122
 MK2122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2136 ***********************************************************************
 MK2136  DESIGNATION -  E 429
 MK2136  PID         -  MK2136
 MK2136  STATE/COUNTY-  NE/SARPY
 MK2136  COUNTRY     -  US
 MK2136  USGS QUAD   -  RALSTON (2017)
 MK2136
 MK2136                         *CURRENT SURVEY CONTROL
 MK2136  ______________________________________________________________________
 MK2136* NAD 83(1986) POSITION- 41 11 24.74   (N) 096 06 05.84   (W)   HD_HELD1
 MK2136* NAVD 88 ORTHO HEIGHT -   318.007 (meters)     1043.33  (feet) ADJUSTED
 MK2136  ______________________________________________________________________
 MK2136  GEOID HEIGHT    -        -27.069 (meters)                     GEOID18
 MK2136  DYNAMIC HEIGHT  -        317.874 (meters)     1042.89  (feet) COMP
 MK2136  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 MK2136
 MK2136  VERT ORDER      -  FIRST     CLASS II
 MK2136
 MK2136.The horizontal coordinates were determined by differentially corrected
 MK2136.hand held GPS observations or other comparable positioning techniques
 MK2136.and have an estimated accuracy of +/- 3 meters.
 MK2136
 MK2136.The orthometric height was determined by differential leveling and
 MK2136.adjusted by the NATIONAL GEODETIC SURVEY
 MK2136.in June 1991.
 MK2136
 MK2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2136.GEOID18 height accuracy estimate available here.
 MK2136
 MK2136.Click photographs - Photos may exist for this station.
 MK2136
 MK2136.The dynamic height is computed by dividing the NAVD 88
 MK2136.geopotential number by the normal gravity value computed on the
 MK2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2136.degrees latitude (g = 980.6199 gals.).
 MK2136
 MK2136.The modeled gravity was interpolated from observed gravity values.
 MK2136
 MK2136;                    North         East    Units  Estimated Accuracy
 MK2136;SPC NE       -   158,017.2     826,828.5     MT  (+/- 3 meters HH1 GPS) 
 MK2136
 MK2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4306963922(NAD 83)
 MK2136
 MK2136                          SUPERSEDED SURVEY CONTROL
 MK2136
 MK2136.No superseded survey control is available for this station.
 MK2136
 MK2136_MARKER: DV = VERTICAL CONTROL DISK
 MK2136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2136_SP_SET: PIER
 MK2136_STAMPING: E 429 1989
 MK2136_MARK LOGO: NGS
 MK2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2136+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2014
 MK2136
 MK2136  HISTORY     - Date     Condition        Report By
 MK2136  HISTORY     - 1989     MONUMENTED       NGS
 MK2136  HISTORY     - 20141206 GOOD             GEOCAC
 MK2136
 MK2136                          STATION DESCRIPTION
 MK2136
 MK2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2136'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG HARRY ANDERSON AVENUE FROM ITS
 MK2136'JUNCTION WITH Q STREET IN MILLARD, SET VERTICALLY IN THE SOUTHEAST
 MK2136'FACE OF THE 2ND PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF
 MK2136'INTERSTATE HIGHWAY 80 OVERPASS OVER THE AVENUE, 0.1 KM (0.05 MI)
 MK2136'SOUTHEAST OF THE INTERSECTION OF HARRISON STREET, 14.6 M (47.9 FT)
 MK2136'SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 9.3 M (30.5 FT) NORTHEAST
 MK2136'OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, AND 1.4 M (4.6 FT)
 MK2136'ABOVE THE GROUND SURFACE.
 MK2136
 MK2136                          STATION RECOVERY (2014)
 MK2136
 MK2136'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK2136'THE BENCHMARK LOOKS LIKE IT WAS ONCE PARTIALLY COVERED WITH CEMENT,
 MK2136'AND THEN THE CEMENT WAS CHIPPED AWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0519 ***********************************************************************
 NO0519  DESIGNATION -  E 431
 NO0519  PID         -  NO0519
 NO0519  STATE/COUNTY-  NE/CHERRY
 NO0519  COUNTRY     -  US
 NO0519  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0519
 NO0519                         *CURRENT SURVEY CONTROL
 NO0519  ______________________________________________________________________
 NO0519* NAD 83(1986) POSITION- 42 47 49.85   (N) 100 31 08.38   (W)   HD_HELD1
 NO0519* NAVD 88 ORTHO HEIGHT -   817.387 (meters)     2681.71  (feet) ADJUSTED
 NO0519  ______________________________________________________________________
 NO0519  GEOID HEIGHT    -        -21.765 (meters)                     GEOID18
 NO0519  DYNAMIC HEIGHT  -        817.054 (meters)     2680.62  (feet) COMP
 NO0519  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 NO0519
 NO0519  VERT ORDER      -  FIRST     CLASS II
 NO0519
 NO0519.The horizontal coordinates were determined by differentially corrected
 NO0519.hand held GPS observations or other comparable positioning techniques
 NO0519.and have an estimated accuracy of +/- 3 meters.
 NO0519
 NO0519.The orthometric height was determined by differential leveling and
 NO0519.adjusted by the NATIONAL GEODETIC SURVEY
 NO0519.in June 1994.
 NO0519
 NO0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0519.GEOID18 height accuracy estimate available here.
 NO0519
 NO0519.Click photographs - Photos may exist for this station.
 NO0519
 NO0519.The dynamic height is computed by dividing the NAVD 88
 NO0519.geopotential number by the normal gravity value computed on the
 NO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0519.degrees latitude (g = 980.6199 gals.).
 NO0519
 NO0519.The modeled gravity was interpolated from observed gravity values.
 NO0519
 NO0519;                    North         East    Units  Estimated Accuracy
 NO0519;SPC NE       -   329,218.3     457,545.7     MT  (+/- 3 meters HH1 GPS) 
 NO0519
 NO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7578139411(NAD 83)
 NO0519
 NO0519                          SUPERSEDED SURVEY CONTROL
 NO0519
 NO0519  NGVD 29 (02/14/92)  817.106  (m)         2680.79   (f) ADJUSTED    1 2
 NO0519
 NO0519.Superseded values are not recommended for survey control.
 NO0519
 NO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0519.See file dsdata.pdf to determine how the superseded data were derived.
 NO0519
 NO0519_MARKER: I = METAL ROD
 NO0519_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0519_STAMPING: E 431 1991
 NO0519_MARK LOGO: NGS
 NO0519_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0519_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0519+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0519_ROD/PIPE-DEPTH: 9.2 meters
 NO0519_SLEEVE-DEPTH  : 0.9 meters
 NO0519
 NO0519  HISTORY     - Date     Condition        Report By
 NO0519  HISTORY     - 1991     MONUMENTED       NGS
 NO0519
 NO0519                          STATION DESCRIPTION
 NO0519
 NO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0519'10.4 KM (6.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0519'OF U.S. HIGHWAY 20 IN VALENTINE, 37.9 M (124.3 FT) SOUTHEAST OF THE
 NO0519'HIGHWAY CENTERLINE, 29.4 M (96.5 FT) NORTHEAST OF A FENCE CORNER, 5.2
 NO0519'M (17.1 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT)
 NO0519'NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 NO0519'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0519'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 NO0519'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0550 ***********************************************************************
 NO0550  DESIGNATION -  E 432
 NO0550  PID         -  NO0550
 NO0550  STATE/COUNTY-  NE/CHERRY
 NO0550  COUNTRY     -  US
 NO0550  USGS QUAD   -  SQUARE LAKE (2017)
 NO0550
 NO0550                         *CURRENT SURVEY CONTROL
 NO0550  ______________________________________________________________________
 NO0550* NAD 83(1986) POSITION- 42 26 25.     (N) 100 58 32.     (W)   SCALED
 NO0550* NAVD 88 ORTHO HEIGHT -   947.932 (meters)     3110.01  (feet) ADJUSTED
 NO0550  ______________________________________________________________________
 NO0550  GEOID HEIGHT    -        -20.556 (meters)                     GEOID18
 NO0550  DYNAMIC HEIGHT  -        947.490 (meters)     3108.56  (feet) COMP
 NO0550  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 NO0550
 NO0550  VERT ORDER      -  FIRST     CLASS II
 NO0550
 NO0550.The horizontal coordinates were scaled from a map and have
 NO0550.an estimated accuracy of +/- 6 seconds.
 NO0550
 NO0550.The orthometric height was determined by differential leveling and
 NO0550.adjusted by the NATIONAL GEODETIC SURVEY
 NO0550.in June 1994.
 NO0550
 NO0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0550.GEOID18 height accuracy estimate available here.
 NO0550
 NO0550.Click photographs - Photos may exist for this station.
 NO0550
 NO0550.The dynamic height is computed by dividing the NAVD 88
 NO0550.geopotential number by the normal gravity value computed on the
 NO0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0550.degrees latitude (g = 980.6199 gals.).
 NO0550
 NO0550.The modeled gravity was interpolated from observed gravity values.
 NO0550
 NO0550;                    North         East    Units  Estimated Accuracy
 NO0550;SPC NE       -   289,900.      419,750.      MT  (+/- 180 meters Scaled)
 NO0550
 NO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN375005(NAD 83)
 NO0550
 NO0550                          SUPERSEDED SURVEY CONTROL
 NO0550
 NO0550  NGVD 29 (02/14/92)  947.639  (m)         3109.05   (f) ADJUSTED    1 2
 NO0550
 NO0550.Superseded values are not recommended for survey control.
 NO0550
 NO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0550.See file dsdata.pdf to determine how the superseded data were derived.
 NO0550
 NO0550_MARKER: I = METAL ROD
 NO0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0550_STAMPING: E 432 1991
 NO0550_MARK LOGO: NGS
 NO0550_PROJECTION: FLUSH
 NO0550_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0550+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0550_ROD/PIPE-DEPTH: 12.0 meters
 NO0550
 NO0550  HISTORY     - Date     Condition        Report By
 NO0550  HISTORY     - 1991     MONUMENTED       NGS
 NO0550
 NO0550                          STATION DESCRIPTION
 NO0550
 NO0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0550'49.4 KM (30.70 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0550'OF STATE HIGHWAY 2 IN MULLEN, 24.0 M (78.7 FT) SOUTHEAST OF THE
 NO0550'HIGHWAY CENTERLINE, 7.6 M (24.9 FT) SOUTHWEST OF THE CENTER OF A
 NO0550'FIELD ENTRANCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 NO0550'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 NO0550'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0570 ***********************************************************************
 NO0570  DESIGNATION -  E 433
 NO0570  PID         -  NO0570
 NO0570  STATE/COUNTY-  NE/HOOKER
 NO0570  COUNTRY     -  US
 NO0570  USGS QUAD   -  MULLEN (2017)
 NO0570
 NO0570                         *CURRENT SURVEY CONTROL
 NO0570  ______________________________________________________________________
 NO0570* NAD 83(1986) POSITION- 42 04 00.     (N) 101 02 22.     (W)   SCALED
 NO0570* NAVD 88 ORTHO HEIGHT -   941.057 (meters)     3087.45  (feet) ADJUSTED
 NO0570  ______________________________________________________________________
 NO0570  GEOID HEIGHT    -        -20.661 (meters)                     GEOID18
 NO0570  DYNAMIC HEIGHT  -        940.560 (meters)     3085.82  (feet) COMP
 NO0570  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 NO0570
 NO0570  VERT ORDER      -  FIRST     CLASS II
 NO0570
 NO0570.The horizontal coordinates were scaled from a map and have
 NO0570.an estimated accuracy of +/- 6 seconds.
 NO0570
 NO0570.The orthometric height was determined by differential leveling and
 NO0570.adjusted by the NATIONAL GEODETIC SURVEY
 NO0570.in June 1994.
 NO0570
 NO0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0570.GEOID18 height accuracy estimate available here.
 NO0570
 NO0570.Click photographs - Photos may exist for this station.
 NO0570
 NO0570.The dynamic height is computed by dividing the NAVD 88
 NO0570.geopotential number by the normal gravity value computed on the
 NO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0570.degrees latitude (g = 980.6199 gals.).
 NO0570
 NO0570.The modeled gravity was interpolated from observed gravity values.
 NO0570
 NO0570;                    North         East    Units  Estimated Accuracy
 NO0570;SPC NE       -   248,480.      414,000.      MT  (+/- 180 meters Scaled)
 NO0570
 NO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM312591(NAD 83)
 NO0570
 NO0570                          SUPERSEDED SURVEY CONTROL
 NO0570
 NO0570  NGVD 29 (02/14/92)  940.740  (m)         3086.41   (f) ADJUSTED    1 2
 NO0570
 NO0570.Superseded values are not recommended for survey control.
 NO0570
 NO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0570.See file dsdata.pdf to determine how the superseded data were derived.
 NO0570
 NO0570_MARKER: I = METAL ROD
 NO0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0570_STAMPING: E 433 1991
 NO0570_MARK LOGO: NGS
 NO0570_PROJECTION: FLUSH
 NO0570_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0570+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0570_ROD/PIPE-DEPTH: 16.8 meters
 NO0570
 NO0570  HISTORY     - Date     Condition        Report By
 NO0570  HISTORY     - 1991     MONUMENTED       NGS
 NO0570
 NO0570                          STATION DESCRIPTION
 NO0570
 NO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0570'2.9 KM (1.80 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0570'OF STATE HIGHWAY 2 IN MULLEN, 0.2 KM (0.10 MI) SOUTH OF THE MIDDLE
 NO0570'LOOP RIVER, 29.9 M (98.1 FT) NORTH OF THE CENTER OF A DRAINAGE DITCH,
 NO0570'28.3 M (92.8 FT) SOUTH OF THE CENTER OF A PAVED FIELD ENTRANCE ROAD,
 NO0570'23.6 M (77.4 FT) EAST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT)
 NO0570'SOUTH OF A FENCE CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 NO0570'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 NO0570'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0533 ***********************************************************************
 MM0533  DESIGNATION -  E 434
 MM0533  PID         -  MM0533
 MM0533  STATE/COUNTY-  NE/MCPHERSON
 MM0533  COUNTRY     -  US
 MM0533  USGS QUAD   -  TRYON (2017)
 MM0533
 MM0533                         *CURRENT SURVEY CONTROL
 MM0533  ______________________________________________________________________
 MM0533* NAD 83(1986) POSITION- 41 33 45.     (N) 100 57 49.     (W)   SCALED
 MM0533* NAVD 88 ORTHO HEIGHT -  1018.695 (meters)     3342.17  (feet) ADJUSTED
 MM0533  ______________________________________________________________________
 MM0533  GEOID HEIGHT    -        -21.553 (meters)                     GEOID18
 MM0533  DYNAMIC HEIGHT  -       1018.091 (meters)     3340.19  (feet) COMP
 MM0533  MODELED GRAVITY -    979,995.2   (mgal)                       NAVD 88
 MM0533
 MM0533  VERT ORDER      -  FIRST     CLASS II
 MM0533
 MM0533.The horizontal coordinates were scaled from a map and have
 MM0533.an estimated accuracy of +/- 6 seconds.
 MM0533
 MM0533.The orthometric height was determined by differential leveling and
 MM0533.adjusted by the NATIONAL GEODETIC SURVEY
 MM0533.in June 1994.
 MM0533
 MM0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0533.GEOID18 height accuracy estimate available here.
 MM0533
 MM0533.Click photographs - Photos may exist for this station.
 MM0533
 MM0533.The dynamic height is computed by dividing the NAVD 88
 MM0533.geopotential number by the normal gravity value computed on the
 MM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0533.degrees latitude (g = 980.6199 gals.).
 MM0533
 MM0533.The modeled gravity was interpolated from observed gravity values.
 MM0533
 MM0533;                    North         East    Units  Estimated Accuracy
 MM0533;SPC NE       -   192,430.      419,650.      MT  (+/- 180 meters Scaled)
 MM0533
 MM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM362030(NAD 83)
 MM0533
 MM0533                          SUPERSEDED SURVEY CONTROL
 MM0533
 MM0533  NGVD 29 (02/14/92) 1018.326  (m)         3340.96   (f) ADJUSTED    1 2
 MM0533
 MM0533.Superseded values are not recommended for survey control.
 MM0533
 MM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0533.See file dsdata.pdf to determine how the superseded data were derived.
 MM0533
 MM0533_MARKER: I = METAL ROD
 MM0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0533_STAMPING: E 434 1991
 MM0533_MARK LOGO: NGS
 MM0533_PROJECTION: FLUSH
 MM0533_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0533+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2015
 MM0533_ROD/PIPE-DEPTH: 26.7 meters
 MM0533
 MM0533  HISTORY     - Date     Condition        Report By
 MM0533  HISTORY     - 1991     MONUMENTED       NGS
 MM0533  HISTORY     - 20150610 GOOD             NEGS
 MM0533
 MM0533                          STATION DESCRIPTION
 MM0533
 MM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0533'1.3 KM (0.80 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0533'IN TRYON, 31.9 M (104.7 FT) WEST OF THE HIGHWAY CENTERLINE, 7.2 M
 MM0533'(23.6 FT) NORTH OF A T-FENCE CORNER AND T-JUNCTION UTILITY POLE
 MM0533'NUMBER 098 02 04 WITH A GUY CABLE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 MM0533'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MM0533'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0533
 MM0533                          STATION RECOVERY (2015)
 MM0533
 MM0533'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0533'RECOVERED AS DESCRIBED
 MM0533'NEAR REFERENCE POST 31+80 FOR STATE HIGHWAY 97
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1440 ***********************************************************************
 LH1440  DESIGNATION -  E 435
 LH1440  PID         -  LH1440
 LH1440  STATE/COUNTY-  NE/BUFFALO
 LH1440  COUNTRY     -  US
 LH1440  USGS QUAD   -  ELM CREEK EAST (2017)
 LH1440
 LH1440                         *CURRENT SURVEY CONTROL
 LH1440  ______________________________________________________________________
 LH1440* NAD 83(1986) POSITION- 40 42 29.     (N) 099 18 13.     (W)   SCALED
 LH1440* NAVD 88 ORTHO HEIGHT -   681.731 (meters)     2236.65  (feet) ADJUSTED
 LH1440  ______________________________________________________________________
 LH1440  GEOID HEIGHT    -        -24.352 (meters)                     GEOID18
 LH1440  DYNAMIC HEIGHT  -        681.335 (meters)     2235.35  (feet) COMP
 LH1440  MODELED GRAVITY -    980,021.6   (mgal)                       NAVD 88
 LH1440
 LH1440  VERT ORDER      -  FIRST     CLASS II
 LH1440
 LH1440.The horizontal coordinates were scaled from a map and have
 LH1440.an estimated accuracy of +/- 6 seconds.
 LH1440
 LH1440.The orthometric height was determined by differential leveling and
 LH1440.adjusted by the NATIONAL GEODETIC SURVEY
 LH1440.in May 1993.
 LH1440
 LH1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1440.GEOID18 height accuracy estimate available here.
 LH1440
 LH1440.Click photographs - Photos may exist for this station.
 LH1440
 LH1440.The dynamic height is computed by dividing the NAVD 88
 LH1440.geopotential number by the normal gravity value computed on the
 LH1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1440.degrees latitude (g = 980.6199 gals.).
 LH1440
 LH1440.The modeled gravity was interpolated from observed gravity values.
 LH1440
 LH1440;                    North         East    Units  Estimated Accuracy
 LH1440;SPC NE       -    97,360.      558,830.      MT  (+/- 180 meters Scaled)
 LH1440
 LH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML743063(NAD 83)
 LH1440
 LH1440                          SUPERSEDED SURVEY CONTROL
 LH1440
 LH1440  NGVD 29 (02/14/92)  681.471  (m)         2235.79   (f) ADJUSTED    1 2
 LH1440
 LH1440.Superseded values are not recommended for survey control.
 LH1440
 LH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1440.See file dsdata.pdf to determine how the superseded data were derived.
 LH1440
 LH1440_MARKER: I = METAL ROD
 LH1440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1440_STAMPING: E 435 1991
 LH1440_MARK LOGO: NGS
 LH1440_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1440_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1440+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1997
 LH1440_ROD/PIPE-DEPTH: 12.9 meters
 LH1440_SLEEVE-DEPTH  : 0.9 meters
 LH1440
 LH1440  HISTORY     - Date     Condition        Report By
 LH1440  HISTORY     - 1991     MONUMENTED       NGS
 LH1440  HISTORY     - 19971015 GOOD             NGS
 LH1440
 LH1440                          STATION DESCRIPTION
 LH1440
 LH1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1440'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1440'U.S. HIGHWAY 183 IN ELM CREEK, 31.4 M (103.0 FT) WEST OF THE CENTER
 LH1440'OF A PAVED ROAD, 28.9 M (94.8 FT) SOUTH OF AND LEVEL WITH THE
 LH1440'CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) NORTH OF THE NEAR RAIL OF
 LH1440'THE UNION PACIFIC RAILROAD.  3.0 M (9.8 FT) NORTHWEST OF A UTILITY
 LH1440'POLE WITH 2 GUY CABLES, AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS
 LH1440'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1440'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LH1440
 LH1440                          STATION RECOVERY (1997)
 LH1440
 LH1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1440'RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY RAILROAD
 LH1440'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9621 ***********************************************************************
 AG9621  DESIGNATION -  E 435 RESET
 AG9621  PID         -  AG9621
 AG9621  STATE/COUNTY-  NE/BUFFALO
 AG9621  COUNTRY     -  US
 AG9621  USGS QUAD   -  ELM CREEK EAST (2017)
 AG9621
 AG9621                         *CURRENT SURVEY CONTROL
 AG9621  ______________________________________________________________________
 AG9621* NAD 83(1986) POSITION- 40 42 28.11   (N) 099 17 57.34   (W)   HD_HELD1
 AG9621* NAVD 88 ORTHO HEIGHT -   681.19  (meters)     2234.9   (feet) RESET
 AG9621  ______________________________________________________________________
 AG9621  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 AG9621  VERT ORDER      -  THIRD
 AG9621
 AG9621.The horizontal coordinates were determined by differentially corrected
 AG9621.hand held GPS observations or other comparable positioning techniques
 AG9621.and have an estimated accuracy of +/- 3 meters.
 AG9621
 AG9621.The orthometric height was computed from unverified reset data.
 AG9621
 AG9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9621.GEOID18 height accuracy estimate available here.
 AG9621
 AG9621.Click photographs - Photos may exist for this station.
 AG9621
 AG9621;                    North         East    Units  Estimated Accuracy
 AG9621;SPC NE       -    97,331.6     559,201.2     MT  (+/- 3 meters HH1 GPS) 
 AG9621
 AG9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7472006364(NAD 83)
 AG9621
 AG9621                          SUPERSEDED SURVEY CONTROL
 AG9621
 AG9621.No superseded survey control is available for this station.
 AG9621
 AG9621_MARKER: DV = VERTICAL CONTROL DISK
 AG9621_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG9621_SP_SET: BRIDGE WINGWALL
 AG9621_STAMPING: E 435 RESET 1997
 AG9621_MARK LOGO: NGS
 AG9621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9621+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9621
 AG9621  HISTORY     - Date     Condition        Report By
 AG9621  HISTORY     - 1997     MONUMENTED       NGS
 AG9621
 AG9621                          STATION DESCRIPTION
 AG9621
 AG9621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9621'TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 30 AND 281, AT
 AG9621'THE WEST EDGE OF ELM CREEK, GO EAST-SOUTHEAST ON HIGHWAY 30 FOR 4.55
 AG9621'MI (7.32 KM) TO A BRIDGE NUMBERED 26161 OVER THE KEARNEY CANAL AND THE
 AG9621'MARK ON THE RIGHT, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT.
 AG9621'IT IS IN THE NE1/4, SEC31, T9N, R17W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1466 ***********************************************************************
 LH1466  DESIGNATION -  E 436
 LH1466  PID         -  LH1466
 LH1466  STATE/COUNTY-  NE/HALL
 LH1466  COUNTRY     -  US
 LH1466  USGS QUAD   -  HASTINGS NW (2017)
 LH1466
 LH1466                         *CURRENT SURVEY CONTROL
 LH1466  ______________________________________________________________________
 LH1466* NAD 83(1986) POSITION- 40 44 31.78   (N) 098 22 40.95   (W)   HD_HELD1
 LH1466* NAVD 88 ORTHO HEIGHT -   592.717 (meters)     1944.61  (feet) ADJUSTED
 LH1466  ______________________________________________________________________
 LH1466  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 LH1466  DYNAMIC HEIGHT  -        592.396 (meters)     1943.55  (feet) COMP
 LH1466  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LH1466
 LH1466  VERT ORDER      -  FIRST     CLASS II
 LH1466
 LH1466.The horizontal coordinates were determined by differentially corrected
 LH1466.hand held GPS observations or other comparable positioning techniques
 LH1466.and have an estimated accuracy of +/- 3 meters.
 LH1466
 LH1466.The orthometric height was determined by differential leveling and
 LH1466.adjusted by the NATIONAL GEODETIC SURVEY
 LH1466.in May 1993.
 LH1466
 LH1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1466.GEOID18 height accuracy estimate available here.
 LH1466
 LH1466.Click photographs - Photos may exist for this station.
 LH1466
 LH1466.The dynamic height is computed by dividing the NAVD 88
 LH1466.geopotential number by the normal gravity value computed on the
 LH1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1466.degrees latitude (g = 980.6199 gals.).
 LH1466
 LH1466.The modeled gravity was interpolated from observed gravity values.
 LH1466
 LH1466;                    North         East    Units  Estimated Accuracy
 LH1466;SPC NE       -   102,190.2     636,951.4     MT  (+/- 3 meters HH1 GPS) 
 LH1466
 LH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5251110321(NAD 83)
 LH1466
 LH1466                          SUPERSEDED SURVEY CONTROL
 LH1466
 LH1466  NGVD 29 (02/14/92)  592.476  (m)         1943.82   (f) ADJUSTED    1 2
 LH1466
 LH1466.Superseded values are not recommended for survey control.
 LH1466
 LH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1466.See file dsdata.pdf to determine how the superseded data were derived.
 LH1466
 LH1466_MARKER: F = FLANGE-ENCASED ROD
 LH1466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1466_STAMPING: E 436 1991
 LH1466_MARK LOGO: NGS
 LH1466_PROJECTION: FLUSH
 LH1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1466+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 LH1466
 LH1466  HISTORY     - Date     Condition        Report By
 LH1466  HISTORY     - 1991     MONUMENTED       NGS
 LH1466  HISTORY     - 20200625 GOOD             NE-109
 LH1466
 LH1466                          STATION DESCRIPTION
 LH1466
 LH1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1466'15.6 KM (9.70 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1466'OF THE UNION PACIFIC RAILROAD IN HASTINGS, 23.3 M (76.4 FT) EAST OF
 LH1466'THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 18.9 M (62.0 FT)
 LH1466'NORTH OF THE CENTER OF A GRAVELED ROAD, 9.3 M (30.5 FT) WEST OF THE
 LH1466'CENTER OF A ROAD LEADING TO PIONEER SEEDS INCORPORATED, 2.0 M (6.6
 LH1466'FT) NORTH OF A STEEL POST, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE,
 LH1466'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 LH1466'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP, A STAINLESS STEEL ROD
 LH1466'DEPTH UNKNOWN AND FLUSH WITH GROUND.
 LH1466
 LH1466                          STATION RECOVERY (2020)
 LH1466
 LH1466'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2020 (SP)
 LH1466'IT IS 76.4 FT (23.3 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LH1466'OF US HIGHWAY 281, 62.0 FT (18.9 M) NORTH OF THE CENTERLINE OF LEPIN
 LH1466'ROAD, 30.5 FT (9.3 M) WEST OF THE CENTERLINE OF A ROAD LEADING TO
 LH1466'PIONEER SEEDS, 6.6 FT (2.0 M) NORTH OF A U-POST WITH CONTROLLED ACCESS
 LH1466'HIGHWAY SIGN AND 3.3 FT (1.0 M) SOUTH OF A POWER POLE.  THE LOGO CAP
 LH1466'IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1262 ***********************************************************************
 LG1262  DESIGNATION -  E 437
 LG1262  PID         -  LG1262
 LG1262  STATE/COUNTY-  NE/CLAY
 LG1262  COUNTRY     -  US
 LG1262  USGS QUAD   -  SUTTON (2017)
 LG1262
 LG1262                         *CURRENT SURVEY CONTROL
 LG1262  ______________________________________________________________________
 LG1262* NAD 83(1986) POSITION- 40 35 49.3    (N) 097 51 33.6    (W)   HD_HELD2
 LG1262* NAVD 88 ORTHO HEIGHT -   526.299 (meters)     1726.70  (feet) ADJUSTED
 LG1262  ______________________________________________________________________
 LG1262  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 LG1262  DYNAMIC HEIGHT  -        526.009 (meters)     1725.75  (feet) COMP
 LG1262  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 LG1262
 LG1262  VERT ORDER      -  FIRST     CLASS II
 LG1262
 LG1262.The horizontal coordinates were established by autonomous hand held GPS
 LG1262.observations and have an estimated accuracy of +/- 10 meters.
 LG1262
 LG1262.The orthometric height was determined by differential leveling and
 LG1262.adjusted by the NATIONAL GEODETIC SURVEY
 LG1262.in May 1993.
 LG1262
 LG1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1262.GEOID18 height accuracy estimate available here.
 LG1262
 LG1262.Click photographs - Photos may exist for this station.
 LG1262
 LG1262.The dynamic height is computed by dividing the NAVD 88
 LG1262.geopotential number by the normal gravity value computed on the
 LG1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1262.degrees latitude (g = 980.6199 gals.).
 LG1262
 LG1262.The modeled gravity was interpolated from observed gravity values.
 LG1262
 LG1262;                    North         East    Units  Estimated Accuracy
 LG1262;SPC NE       -    87,035.      681,140.      MT  (+/- 10 meters HH2 GPS)
 LG1262
 LG1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9651494650(NAD 83)
 LG1262
 LG1262                          SUPERSEDED SURVEY CONTROL
 LG1262
 LG1262.No superseded survey control is available for this station.
 LG1262
 LG1262_MARKER: F = FLANGE-ENCASED ROD
 LG1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1262_STAMPING: E 437 1991
 LG1262_MARK LOGO: NGS
 LG1262_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1262_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1262+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LG1262_ROD/PIPE-DEPTH: 7.2 meters
 LG1262
 LG1262  HISTORY     - Date     Condition        Report By
 LG1262  HISTORY     - 1991     MONUMENTED       NGS
 LG1262  HISTORY     - 20080408 GOOD             JCLS
 LG1262  HISTORY     - 20120711 GOOD             GEOCAC
 LG1262
 LG1262                          STATION DESCRIPTION
 LG1262
 LG1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1262'IN SUTTON, AT THE INTERSECTION OF SAUNDERS AVENUE AND U.S. HIGHWAY
 LG1262'6, 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 M
 LG1262'(32.8 FT) EAST OF THE CENTER OF THE AVENUE, 1.0 M (3.3 FT) NORTHWEST
 LG1262'OF A SIGN POST, 0.5 M (1.6 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M
 LG1262'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 LG1262'POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1262
 LG1262                          STATION RECOVERY (2008)
 LG1262
 LG1262'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LG1262'RECOVERED IN GOOD CONDITION.
 LG1262
 LG1262                          STATION RECOVERY (2012)
 LG1262
 LG1262'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG1262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1296 ***********************************************************************
 LG1296  DESIGNATION -  E 438
 LG1296  PID         -  LG1296
 LG1296  STATE/COUNTY-  NE/SALINE
 LG1296  COUNTRY     -  US
 LG1296  USGS QUAD   -  CRETE NORTH (2017)
 LG1296
 LG1296                         *CURRENT SURVEY CONTROL
 LG1296  ______________________________________________________________________
 LG1296* NAD 83(2011) POSITION- 40 38 23.55503(N) 096 54 49.00657(W)   ADJUSTED
 LG1296* NAD 83(2011) ELLIP HT-   426.858 (meters)        (06/27/12)   ADJUSTED
 LG1296* NAD 83(2011) EPOCH   -  2010.00
 LG1296* NAVD 88 ORTHO HEIGHT -   453.206 (meters)     1486.89  (feet) ADJUSTED
 LG1296  ______________________________________________________________________
 LG1296  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 LG1296  NAD 83(2011) X  -   -583,453.355 (meters)                     COMP
 LG1296  NAD 83(2011) Y  - -4,811,812.870 (meters)                     COMP
 LG1296  NAD 83(2011) Z  -  4,132,436.704 (meters)                     COMP
 LG1296  LAPLACE CORR    -          7.28  (seconds)                    DEFLEC18
 LG1296  DYNAMIC HEIGHT  -        452.982 (meters)     1486.16  (feet) COMP
 LG1296  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 LG1296
 LG1296  VERT ORDER      -  FIRST     CLASS II
 LG1296
 LG1296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1296  Standards:
 LG1296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1296  -------------------------------------------------------------------
 LG1296  NETWORK    0.50   0.69           0.23   0.17   0.35     -0.06259662
 LG1296  -------------------------------------------------------------------
 LG1296  Click here for local accuracies and other accuracy information.
 LG1296
 LG1296.The horizontal coordinates were established by GPS observations
 LG1296.and adjusted by the National Geodetic Survey in June 2012.
 LG1296
 LG1296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1296.been affixed to the stable North American tectonic plate. See 
 LG1296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1296
 LG1296.The horizontal coordinates are valid at the epoch date displayed above
 LG1296.which is a decimal equivalence of Year/Month/Day.
 LG1296
 LG1296.The orthometric height was determined by differential leveling and
 LG1296.adjusted by the NATIONAL GEODETIC SURVEY
 LG1296.in May 1993.
 LG1296
 LG1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1296.GEOID18 height accuracy estimate available here.
 LG1296
 LG1296.Click photographs - Photos may exist for this station.
 LG1296
 LG1296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1296
 LG1296.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1296
 LG1296.The ellipsoidal height was determined by GPS observations
 LG1296.and is referenced to NAD 83.
 LG1296
 LG1296.The dynamic height is computed by dividing the NAVD 88
 LG1296.geopotential number by the normal gravity value computed on the
 LG1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1296.degrees latitude (g = 980.6199 gals.).
 LG1296
 LG1296.The modeled gravity was interpolated from observed gravity values.
 LG1296
 LG1296. The following values were computed from the NAD 83(2011) position.
 LG1296
 LG1296;                    North         East     Units Scale Factor Converg.
 LG1296;SPC NE       -    94,208.260   760,966.955   MT  0.99977185   +2 02 43.2
 LG1296;SPC NE       -   309,081.60  2,496,605.75   sFT  0.99977185   +2 02 43.2
 LG1296;UTM  14      - 4,500,873.803   676,425.901   MT  0.99998314   +1 21 33.2
 LG1296
 LG1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1296!SPC NE       -   0.99993304  x   0.99977185  =   0.99970491
 LG1296!UTM  14      -   0.99993304  x   0.99998314  =   0.99991619
 LG1296
 LG1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7642500873(NAD 83)
 LG1296
 LG1296                          SUPERSEDED SURVEY CONTROL
 LG1296
 LG1296  NAD 83(2007)-  40 38 23.55502(N)    096 54 49.00719(W) AD(2002.00) 0
 LG1296  ELLIP H (02/10/07)  426.876  (m)                       GP(2002.00)    
 LG1296  ELLIP H (12/18/01)  426.815  (m)                       GP(       ) 4 2
 LG1296  NAD 83(1995)-  40 38 23.55480(N)    096 54 49.00632(W) AD(       ) 3
 LG1296  ELLIP H (08/21/98)  426.925  (m)                       GP(       ) 4 2
 LG1296  NAVD 88             453.21   (m)         1486.9    (f) LEVELING    3  
 LG1296
 LG1296.Superseded values are not recommended for survey control.
 LG1296
 LG1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1296.See file dsdata.pdf to determine how the superseded data were derived.
 LG1296
 LG1296_MARKER: F = FLANGE-ENCASED ROD
 LG1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1296_STAMPING: E 438 1991
 LG1296_MARK LOGO: NGS
 LG1296_PROJECTION: FLUSH
 LG1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1296+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2020
 LG1296_ROD/PIPE-DEPTH: 7.2 meters
 LG1296
 LG1296  HISTORY     - Date     Condition        Report By
 LG1296  HISTORY     - 1991     MONUMENTED       NGS
 LG1296  HISTORY     - 19970708 GOOD             NGS
 LG1296  HISTORY     - 20200330 GOOD             NEGS
 LG1296
 LG1296                          STATION DESCRIPTION
 LG1296
 LG1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1296'3.8 KM (2.35 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1296'IN CRETE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG COUNTY ROAD 2500
 LG1296'(SOUTHWEST 142ND STREET), 13.5 M (44.3 FT) EAST OF THE CENTER OF THE
 LG1296'STREET, 9.7 M (31.8 FT) NORTH OF THE CENTER OF WEST MARTELL ROAD, 1.3
 LG1296'M (4.3 FT) NORTHEAST OF A SIGN, 0.7 M (2.3 FT) EAST OF A UTILITY
 LG1296'POLE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 LG1296'THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LG1296'A 5-INCH LOGO CAP.
 LG1296
 LG1296                          STATION RECOVERY (1997)
 LG1296
 LG1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .  RECOVERED
 LG1296'IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 LG1296'LOCATED ABOUT 28 KM (17.40 MI) SOUTHWEST FROM LINCOLN, 4 KM (2.50 MI)
 LG1296'EAST FROM CRETE AT THE JUNCTION OF 2500 STREET AND E STREET.
 LG1296'OWNERSHIP--CITY OF CRETE. TO REACH THE STATION FROM THE EASTERLY
 LG1296'JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS 19.8 KM (12.30
 LG1296'MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2 KM (2.00 MI)
 LG1296'NORTHEAST FROM CRETE, GO EAST ON STATE HIGHWAY 33 FOR 1.8 KM (1.10 MI)
 LG1296'TO AN INTERSECTION NEAR THE LANCASTER COUNTY LINE.  TURN RIGHT AND GO
 LG1296'SOUTH ON 2500 STREET (SOUTHWEST 142ND STREET) FOR 1.6 KM (1.00 MI) TO
 LG1296'A ROAD CLOSED BARRICADE ON RIGHT, A GRAVEL ROAD ON LEFT AND THE
 LG1296'STATION ON THE LEFT. THE MARK IS A PUNCH MARK AT THE TOP CENTER OF AN
 LG1296'UNSLEEVED STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD DEPTH OF
 LG1296'7.2 M (23.6 FT) ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO
 LG1296'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH
 LG1296'THE GROUND. THE MARK IS RECESSED 6 CM BELOW THE TOP OF THE LOGO CAP.
 LG1296'THE STATION IS LOCATED 13.5 M (44.3 FT) EAST FROM 2500 STREET GRAVEL
 LG1296'ROAD CENTER, 9.7 M (31.8 FT) NORTH FROM E STREET (WEST MARTELL ROAD)
 LG1296'GRAVEL ROAD CENTER, 4.1 M (13.5 FT) NORTH FROM A METAL STOP SIGN, 0.7
 LG1296'M (2.3 FT) EAST FROM AND OBSTRUCTED BY A WOOD UTILITY POLE WITHOUT
 LG1296'TRANSFORMER, AND 0.4 M (1.3 FT) WEST FROM A FIBERGLASS NGS WITNESS
 LG1296'POST.  THE LOGO CAP IS 0.3 M (1.0 FT) BELOW 2500 STREET CENTER.
 LG1296
 LG1296                          STATION RECOVERY (2020)
 LG1296
 LG1296'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1296'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND NE. HIGHWAY 103
 LG1296'ON THE EAST SIDE OF CRETE, NE., GO EAST ON NE. HIGHWAY 33 FOR 1.2 MI
 LG1296'(1.9 KM) TO COUNTY ROAD 142ND ST.  TURN RIGHT AND GO SOUTH FOR 1.0 MI
 LG1296'(1.6 KM) TO WEST MARTELL ROAD (A T-INTERSECTION HEADING EAST).
 LG1296'
 LG1296'THE STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1328 ***********************************************************************
 LG1328  DESIGNATION -  E 439
 LG1328  PID         -  LG1328
 LG1328  STATE/COUNTY-  NE/LANCASTER
 LG1328  COUNTRY     -  US
 LG1328  USGS QUAD   -  BENNET (2017)
 LG1328
 LG1328                         *CURRENT SURVEY CONTROL
 LG1328  ______________________________________________________________________
 LG1328* NAD 83(1986) POSITION- 40 42 41.     (N) 096 32 25.     (W)   SCALED
 LG1328* NAVD 88 ORTHO HEIGHT -   425.544 (meters)     1396.14  (feet) ADJUSTED
 LG1328  ______________________________________________________________________
 LG1328  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 LG1328  DYNAMIC HEIGHT  -        425.359 (meters)     1395.53  (feet) COMP
 LG1328  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 LG1328
 LG1328  VERT ORDER      -  FIRST     CLASS II
 LG1328
 LG1328.The horizontal coordinates were scaled from a map and have
 LG1328.an estimated accuracy of +/- 6 seconds.
 LG1328
 LG1328.The orthometric height was determined by differential leveling and
 LG1328.adjusted by the NATIONAL GEODETIC SURVEY
 LG1328.in May 1993.
 LG1328
 LG1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1328.GEOID18 height accuracy estimate available here.
 LG1328
 LG1328.Click photographs - Photos may exist for this station.
 LG1328
 LG1328.The dynamic height is computed by dividing the NAVD 88
 LG1328.geopotential number by the normal gravity value computed on the
 LG1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1328.degrees latitude (g = 980.6199 gals.).
 LG1328
 LG1328.The modeled gravity was interpolated from observed gravity values.
 LG1328
 LG1328;                    North         East    Units  Estimated Accuracy
 LG1328;SPC NE       -   103,340.      792,200.      MT  (+/- 180 meters Scaled)
 LG1328
 LG1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL077096(NAD 83)
 LG1328
 LG1328                          SUPERSEDED SURVEY CONTROL
 LG1328
 LG1328.No superseded survey control is available for this station.
 LG1328
 LG1328_MARKER: I = METAL ROD
 LG1328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1328_STAMPING: E 439 1991
 LG1328_MARK LOGO: NGS
 LG1328_PROJECTION: FLUSH
 LG1328_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1328+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1328_ROD/PIPE-DEPTH: 9.4 meters
 LG1328
 LG1328  HISTORY     - Date     Condition        Report By
 LG1328  HISTORY     - 1991     MONUMENTED       NGS
 LG1328  HISTORY     - 19960423 GOOD             NGS
 LG1328
 LG1328                          STATION DESCRIPTION
 LG1328
 LG1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1328'15.7 KM (9.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1328'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 19.1 M (62.7 FT)
 LG1328'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF THE
 LG1328'CENTER OF SOUTH 134TH STREET, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 LG1328'HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A RIGHT-OF-WAY POST, AND 0.3 M
 LG1328'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1328'THROUGH A 5-INCH LOGO CAP.
 LG1328
 LG1328                          STATION RECOVERY (1996)
 LG1328
 LG1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LG1328'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION. A
 LG1328'RESET MARK WAS ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9624 ***********************************************************************
 AG9624  DESIGNATION -  E 439 RESET
 AG9624  PID         -  AG9624
 AG9624  STATE/COUNTY-  NE/LANCASTER
 AG9624  COUNTRY     -  US
 AG9624  USGS QUAD   -  BENNET (2017)
 AG9624
 AG9624                         *CURRENT SURVEY CONTROL
 AG9624  ______________________________________________________________________
 AG9624* NAD 83(1986) POSITION- 40 42 41.     (N) 096 32 26.     (W)   SCALED
 AG9624* NAVD 88 ORTHO HEIGHT -   424.48  (meters)     1392.6   (feet) RESET
 AG9624  ______________________________________________________________________
 AG9624  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 AG9624  VERT ORDER      -  THIRD
 AG9624
 AG9624.The horizontal coordinates were scaled from a map and have
 AG9624.an estimated accuracy of +/- 6 seconds.
 AG9624
 AG9624.The orthometric height was computed from unverified reset data.
 AG9624
 AG9624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9624.GEOID18 height accuracy estimate available here.
 AG9624
 AG9624.Click photographs - Photos may exist for this station.
 AG9624
 AG9624;                    North         East    Units  Estimated Accuracy
 AG9624;SPC NE       -   103,340.      792,180.      MT  (+/- 180 meters Scaled)
 AG9624
 AG9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL077096(NAD 83)
 AG9624
 AG9624                          SUPERSEDED SURVEY CONTROL
 AG9624
 AG9624.No superseded survey control is available for this station.
 AG9624
 AG9624_MARKER: DV = VERTICAL CONTROL DISK
 AG9624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9624_STAMPING: E 439 RESET 1996
 AG9624_MARK LOGO: NGS
 AG9624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9624+STABILITY: SURFACE MOTION
 AG9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9624+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9624
 AG9624  HISTORY     - Date     Condition        Report By
 AG9624  HISTORY     - 1996     MONUMENTED       NGS
 AG9624
 AG9624                          STATION DESCRIPTION
 AG9624
 AG9624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 AG9624'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 43, ABOUT 2 MI (3.2
 AG9624'KM) NORTH OF BENNET, GO WEST ON HIGHWAY 2 FOR 1.8 MI (2.9 KM) TO A
 AG9624'COUNTY ROAD, 134TH STREET, LEADING SOUTH AND THE MARK IN THE SOUTHWEST
 AG9624'CORNER OF THE INTERSECTION, ON RIGHT-OF-WAY AND NEAR THE NE CORNER OF
 AG9624'SEC32, T9N, R8E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AG9624'MONUMENT THAT IS 121.0 FT (36.9 M) SOUTH OF THE CENTERLINE OF THE
 AG9624'EASTBOUND LANE OF THE HIGHWAY, 118.67 FT (36.17 M) EAST OF THE
 AG9624'NORTHEAST CORNER OF A CONCRETE SLAB FOR A BUTANE TANK, 110.09 FT
 AG9624'(33.56 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 108.28
 AG9624'FT (33.00 M) EAST-NORTHEAST OF THE CENTER OF THE TOP OF A WATER
 AG9624'HYDRANT, 72.0 FT (21.9 M) NORTH OF THE CENTERLINE OF A ROCKED DRIVEWAY
 AG9624'TO THE HOUSE, 2.75 FT (0.84 M) WEST OF THE WEST FACE OF A RIGHT-OF-WAY
 AG9624'MARKER AND 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1521 ***********************************************************************
 LF1521  DESIGNATION -  E 440
 LF1521  PID         -  LF1521
 LF1521  STATE/COUNTY-  NE/OTOE
 LF1521  COUNTRY     -  US
 LF1521  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1521
 LF1521                         *CURRENT SURVEY CONTROL
 LF1521  ______________________________________________________________________
 LF1521* NAD 83(1986) POSITION- 40 40 03.     (N) 095 54 24.     (W)   SCALED
 LF1521* NAVD 88 ORTHO HEIGHT -   334.203 (meters)     1096.46  (feet) ADJUSTED
 LF1521  ______________________________________________________________________
 LF1521  GEOID HEIGHT    -        -28.989 (meters)                     GEOID18
 LF1521  DYNAMIC HEIGHT  -        334.026 (meters)     1095.88  (feet) COMP
 LF1521  MODELED GRAVITY -    980,086.1   (mgal)                       NAVD 88
 LF1521
 LF1521  VERT ORDER      -  FIRST     CLASS II
 LF1521
 LF1521.The horizontal coordinates were scaled from a map and have
 LF1521.an estimated accuracy of +/- 6 seconds.
 LF1521
 LF1521.The orthometric height was determined by differential leveling and
 LF1521.adjusted by the NATIONAL GEODETIC SURVEY
 LF1521.in May 1993.
 LF1521
 LF1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1521.GEOID18 height accuracy estimate available here.
 LF1521
 LF1521.Click photographs - Photos may exist for this station.
 LF1521
 LF1521.The dynamic height is computed by dividing the NAVD 88
 LF1521.geopotential number by the normal gravity value computed on the
 LF1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1521.degrees latitude (g = 980.6199 gals.).
 LF1521
 LF1521.The modeled gravity was interpolated from observed gravity values.
 LF1521
 LF1521;                    North         East    Units  Estimated Accuracy
 LF1521;SPC NE       -   100,810.      845,910.      MT  (+/- 180 meters Scaled)
 LF1521
 LF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF543059(NAD 83)
 LF1521
 LF1521                          SUPERSEDED SURVEY CONTROL
 LF1521
 LF1521.No superseded survey control is available for this station.
 LF1521
 LF1521_MARKER: F = FLANGE-ENCASED ROD
 LF1521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1521_STAMPING: E 440 1991
 LF1521_MARK LOGO: NGS
 LF1521_PROJECTION: FLUSH
 LF1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1521+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2020
 LF1521_ROD/PIPE-DEPTH: 10.6 meters
 LF1521
 LF1521  HISTORY     - Date     Condition        Report By
 LF1521  HISTORY     - 1991     MONUMENTED       NGS
 LF1521  HISTORY     - 20200921 GOOD             NEGS
 LF1521
 LF1521                          STATION DESCRIPTION
 LF1521
 LF1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1521'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1521'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 23.9 M (78.4
 LF1521'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22.6 M (74.1 FT) WEST OF
 LF1521'THE CENTER OF THE MOST WESTERLY OF 2 HIGH LINES CROSSING THE HIGHWAY,
 LF1521'4.0 M (13.1 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 1.2 M (3.9
 LF1521'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS
 LF1521'POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS TO THE DATUM
 LF1521'POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1521
 LF1521                          STATION RECOVERY (2020)
 LF1521
 LF1521'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1521'THE MARK IS OBSCURED BY NUMEROUS TREES AND NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1385 ***********************************************************************
 LG1385  DESIGNATION -  E 441
 LG1385  PID         -  LG1385
 LG1385  STATE/COUNTY-  NE/LANCASTER
 LG1385  COUNTRY     -  US
 LG1385  USGS QUAD   -  WALTON (2017)
 LG1385
 LG1385                         *CURRENT SURVEY CONTROL
 LG1385  ______________________________________________________________________
 LG1385* NAD 83(1986) POSITION- 40 49 20.2    (N) 096 36 22.1    (W)   HD_HELD2
 LG1385* NAVD 88 ORTHO HEIGHT -   395.487 (meters)     1297.53  (feet) ADJUSTED
 LG1385  ______________________________________________________________________
 LG1385  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 LG1385  DYNAMIC HEIGHT  -        395.320 (meters)     1296.98  (feet) COMP
 LG1385  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 LG1385
 LG1385  VERT ORDER      -  FIRST     CLASS II
 LG1385
 LG1385.The horizontal coordinates were established by autonomous hand held GPS
 LG1385.observations and have an estimated accuracy of +/- 10 meters.
 LG1385
 LG1385.The orthometric height was determined by differential leveling and
 LG1385.adjusted by the NATIONAL GEODETIC SURVEY
 LG1385.in May 1993.
 LG1385
 LG1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1385.GEOID18 height accuracy estimate available here.
 LG1385
 LG1385.Click photographs - Photos may exist for this station.
 LG1385
 LG1385.The dynamic height is computed by dividing the NAVD 88
 LG1385.geopotential number by the normal gravity value computed on the
 LG1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1385.degrees latitude (g = 980.6199 gals.).
 LG1385
 LG1385.The modeled gravity was interpolated from observed gravity values.
 LG1385
 LG1385;                    North         East    Units  Estimated Accuracy
 LG1385;SPC NE       -   115,417.      786,158.      MT  (+/- 10 meters HH2 GPS)
 LG1385
 LG1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0187521786(NAD 83)
 LG1385
 LG1385                          SUPERSEDED SURVEY CONTROL
 LG1385
 LG1385.No superseded survey control is available for this station.
 LG1385
 LG1385_MARKER: I = METAL ROD
 LG1385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1385_STAMPING: E 441 1992
 LG1385_MARK LOGO: NGS
 LG1385_PROJECTION: FLUSH
 LG1385_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1385+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2007
 LG1385_ROD/PIPE-DEPTH: 3.7 meters
 LG1385
 LG1385  HISTORY     - Date     Condition        Report By
 LG1385  HISTORY     - 1992     MONUMENTED       NGS
 LG1385  HISTORY     - 20070111 GOOD             NEDR
 LG1385
 LG1385                          STATION DESCRIPTION
 LG1385
 LG1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1385'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1385'OFFICE IN LINCOLN, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG NORTH 84TH
 LG1385'STREET, 14.5 M (47.6 FT) WEST OF THE STREET CENTERLINE, 13.7 M
 LG1385'(44.9 FT) SOUTH OF THE CENTER OF EAST AVON LANE, 10.7 M (35.1 FT)
 LG1385'NORTH OF UTILITY POLE NUMBER C065, 8.1 M (26.6 FT) SOUTH OF A FIRE
 LG1385'HYDRANT, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M
 LG1385'(1.6 FT) EAST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LG1385'A 5-INCH LOGO CAP.
 LG1385
 LG1385                          STATION RECOVERY (2007)
 LG1385
 LG1385'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1385'THE FENCE REFERED TO IN THE 1992 DESCRIPTION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2466 ***********************************************************************
 AI2466  DESIGNATION -  E 442
 AI2466  PID         -  AI2466
 AI2466  STATE/COUNTY-  NE/PIERCE
 AI2466  COUNTRY     -  US
 AI2466  USGS QUAD   -  PIERCE (2017)
 AI2466
 AI2466                         *CURRENT SURVEY CONTROL
 AI2466  ______________________________________________________________________
 AI2466* NAD 83(1986) POSITION- 42 12 22.45   (N) 097 33 46.79   (W)   HD_HELD1
 AI2466* NAVD 88 ORTHO HEIGHT -   497.259 (meters)     1631.42  (feet) ADJUSTED
 AI2466  ______________________________________________________________________
 AI2466  GEOID HEIGHT    -        -24.939 (meters)                     GEOID18
 AI2466  DYNAMIC HEIGHT  -        497.070 (meters)     1630.80  (feet) COMP
 AI2466  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 AI2466
 AI2466  VERT ORDER      -  SECOND    CLASS I
 AI2466
 AI2466.The horizontal coordinates were determined by differentially corrected
 AI2466.hand held GPS observations or other comparable positioning techniques
 AI2466.and have an estimated accuracy of +/- 3 meters.
 AI2466
 AI2466.The orthometric height was determined by differential leveling and
 AI2466.adjusted by the NATIONAL GEODETIC SURVEY
 AI2466.in July 2002.
 AI2466
 AI2466.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2466.GEOID18 height accuracy estimate available here.
 AI2466
 AI2466.Click photographs - Photos may exist for this station.
 AI2466
 AI2466.The dynamic height is computed by dividing the NAVD 88
 AI2466.geopotential number by the normal gravity value computed on the
 AI2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2466.degrees latitude (g = 980.6199 gals.).
 AI2466
 AI2466.The modeled gravity was interpolated from observed gravity values.
 AI2466
 AI2466;                    North         East    Units  Estimated Accuracy
 AI2466;SPC NE       -   266,294.6     701,173.9     MT  (+/- 3 meters HH1 GPS) 
 AI2466
 AI2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1862573674(NAD 83)
 AI2466
 AI2466                          SUPERSEDED SURVEY CONTROL
 AI2466
 AI2466.No superseded survey control is available for this station.
 AI2466
 AI2466_MARKER: F = FLANGE-ENCASED ROD
 AI2466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2466_STAMPING: E 442 1999
 AI2466_MARK LOGO: NGS
 AI2466_PROJECTION: FLUSH
 AI2466_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2466+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2466_ROD/PIPE-DEPTH: 21.8 meters
 AI2466_SLEEVE-DEPTH  : 0.9 meters
 AI2466
 AI2466  HISTORY     - Date     Condition        Report By
 AI2466  HISTORY     - 1999     MONUMENTED       NGS
 AI2466  HISTORY     - 20130807 GOOD             JEOCON
 AI2466
 AI2466                          STATION DESCRIPTION
 AI2466
 AI2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2466'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2466'IN PIERCE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2466'19.8 M (65.0 FT) WEST OF THE CENTER OF 548 AVENUE, 10.4 M (34.1 FT)
 AI2466'SOUTH OF THE ROAD CENTERLINE, 5.8 M (19.0 FT) WEST OF THE CENTER OF A
 AI2466'GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 AI2466'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI2466'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI2466'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD
 AI2466'RIGHT-OF-WAY.
 AI2466
 AI2466                          STATION RECOVERY (2013)
 AI2466
 AI2466'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 AI2466'REAL TIME NETWORK VRS-RTK OBSERVATION
 AI2466'N42 12'22.45279''      W97 33'46.78948''
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0404 ***********************************************************************
 LH0404  DESIGNATION -  E 5
 LH0404  PID         -  LH0404
 LH0404  STATE/COUNTY-  NE/BUFFALO
 LH0404  COUNTRY     -  US
 LH0404  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0404
 LH0404                         *CURRENT SURVEY CONTROL
 LH0404  ______________________________________________________________________
 LH0404* NAD 83(1986) POSITION- 40 44 30.     (N) 098 52 25.     (W)   SCALED
 LH0404* NAVD 88 ORTHO HEIGHT -   632.733 (meters)     2075.89  (feet) ADJUSTED
 LH0404  ______________________________________________________________________
 LH0404  GEOID HEIGHT    -        -24.570 (meters)                     GEOID18
 LH0404  DYNAMIC HEIGHT  -        632.380 (meters)     2074.73  (feet) COMP
 LH0404  MODELED GRAVITY -    980,046.1   (mgal)                       NAVD 88
 LH0404
 LH0404  VERT ORDER      -  FIRST     CLASS II
 LH0404
 LH0404.The horizontal coordinates were scaled from a map and have
 LH0404.an estimated accuracy of +/- 6 seconds.
 LH0404
 LH0404.The orthometric height was determined by differential leveling and
 LH0404.adjusted by the NATIONAL GEODETIC SURVEY
 LH0404.in June 1991.
 LH0404
 LH0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0404.GEOID18 height accuracy estimate available here.
 LH0404
 LH0404.Click photographs - Photos may exist for this station.
 LH0404
 LH0404.The dynamic height is computed by dividing the NAVD 88
 LH0404.geopotential number by the normal gravity value computed on the
 LH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0404.degrees latitude (g = 980.6199 gals.).
 LH0404
 LH0404.The modeled gravity was interpolated from observed gravity values.
 LH0404
 LH0404;                    North         East    Units  Estimated Accuracy
 LH0404;SPC NE       -   101,470.      595,110.      MT  (+/- 180 meters Scaled)
 LH0404
 LH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL106100(NAD 83)
 LH0404
 LH0404                          SUPERSEDED SURVEY CONTROL
 LH0404
 LH0404  NGVD 29 (02/14/92)  632.474  (m)         2075.04   (f) ADJUSTED    1 2
 LH0404  NGVD 29 (??/??/87)  632.474  (m)         2075.04   (f) SUPERSEDED  1 2
 LH0404
 LH0404.Superseded values are not recommended for survey control.
 LH0404
 LH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0404.See file dsdata.pdf to determine how the superseded data were derived.
 LH0404
 LH0404_MARKER: DB = BENCH MARK DISK
 LH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0404_STAMPING: E 5 1933 2075.042
 LH0404_MARK LOGO: CGS
 LH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0404+STABILITY: SURFACE MOTION
 LH0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0404+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0404
 LH0404  HISTORY     - Date     Condition        Report By
 LH0404  HISTORY     - 1933     MONUMENTED       CGS
 LH0404  HISTORY     - 1949     GOOD             CGS
 LH0404  HISTORY     - 19910924 GOOD             NGS
 LH0404
 LH0404                          STATION DESCRIPTION
 LH0404
 LH0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0404'1.7 MI SW FROM GIBBON.
 LH0404'ABOUT 1.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0404'GIBBON, BUFFALO COUNTY, ABOUT 0.6 MILE NORTHEAST OF MILEPOST
 LH0404'178, ABOUT 640 FEET WEST OF SEMAPHORES 177.5 AND 177.6, AT
 LH0404'A COUNTY-ROAD CROSSING, 75 FEET SOUTH OF THE CENTER LINE OF
 LH0404'U.S. HIGHWAY 30, 45 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LH0404'MAIN TRACK, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 5
 LH0404'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LH0404'STAMPED 2075.042 E 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0404'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 LH0404
 LH0404                          STATION RECOVERY (1949)
 LH0404
 LH0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0404'RECOVERED IN GOOD CONDITION.
 LH0404
 LH0404                          STATION RECOVERY (1991)
 LH0404
 LH0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0404'18.5 KM (11.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0404'OF STATE HIGHWAY 44 IN KEARNEY, 24.5 M (80.4 FT) SOUTH OF AND LEVEL
 LH0404'WITH THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) NORTH OF THE NEAR RAIL
 LH0404'OF THE UNION PACIFIC RAILROAD, 12.4 M (40.7 FT) WEST OF A UTILITY
 LH0404'POLE WITH 2 GUY CABLES, 11.8 M (38.7 FT) EAST OF THE CENTER OF A
 LH0404'GRAVELED ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE
 LH0404'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0254 ***********************************************************************
 MN0254  DESIGNATION -  E 50
 MN0254  PID         -  MN0254
 MN0254  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0254  COUNTRY     -  US
 MN0254  USGS QUAD   -  MORRILL (2017)
 MN0254
 MN0254                         *CURRENT SURVEY CONTROL
 MN0254  ______________________________________________________________________
 MN0254* NAD 83(1986) POSITION- 41 57 42.     (N) 103 55 32.     (W)   SCALED
 MN0254* NAVD 88 ORTHO HEIGHT -  1216.160 (meters)     3990.02  (feet) ADJUSTED
 MN0254  ______________________________________________________________________
 MN0254  GEOID HEIGHT    -        -18.344 (meters)                     GEOID18
 MN0254  DYNAMIC HEIGHT  -       1215.379 (meters)     3987.46  (feet) COMP
 MN0254  MODELED GRAVITY -    979,938.6   (mgal)                       NAVD 88
 MN0254
 MN0254  VERT ORDER      -  SECOND    CLASS 0
 MN0254
 MN0254.The horizontal coordinates were scaled from a map and have
 MN0254.an estimated accuracy of +/- 6 seconds.
 MN0254
 MN0254.The orthometric height was determined by differential leveling and
 MN0254.adjusted by the NATIONAL GEODETIC SURVEY
 MN0254.in June 1991.
 MN0254
 MN0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0254.GEOID18 height accuracy estimate available here.
 MN0254
 MN0254.Click photographs - Photos may exist for this station.
 MN0254
 MN0254.The dynamic height is computed by dividing the NAVD 88
 MN0254.geopotential number by the normal gravity value computed on the
 MN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0254.degrees latitude (g = 980.6199 gals.).
 MN0254
 MN0254.The modeled gravity was interpolated from observed gravity values.
 MN0254
 MN0254;                    North         East    Units  Estimated Accuracy
 MN0254;SPC NE       -   243,690.      174,780.      MT  (+/- 180 meters Scaled)
 MN0254
 MN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG890460(NAD 83)
 MN0254
 MN0254                          SUPERSEDED SURVEY CONTROL
 MN0254
 MN0254  NGVD 29 (??/??/92) 1215.461  (m)         3987.73   (f) ADJ UNCH    2 0
 MN0254
 MN0254.Superseded values are not recommended for survey control.
 MN0254
 MN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0254.See file dsdata.pdf to determine how the superseded data were derived.
 MN0254
 MN0254_MARKER: DB = BENCH MARK DISK
 MN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0254_STAMPING: E 50 1934
 MN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0254+STABILITY: SURFACE MOTION
 MN0254
 MN0254  HISTORY     - Date     Condition        Report By
 MN0254  HISTORY     - 1934     MONUMENTED       CGS
 MN0254  HISTORY     - 1942     GOOD             CGS
 MN0254  HISTORY     - 20030724 MARK NOT FOUND   NGS
 MN0254
 MN0254                          STATION DESCRIPTION
 MN0254
 MN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0254'AT MORRILL.
 MN0254'AT MORRILL, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON
 MN0254'AND QUINCY RAILROAD, AT MILEAGE 46+48, 198 FEET NORTHWEST OF THE
 MN0254'STATION, IN THE SOUTHWEST CORNER OF A SMALL PARK, 18.3 FEET
 MN0254'NORTHEAST OF THE NORTH RAIL, 3.0 FEET NORTH OF THE SOUTH PARK FENCE,
 MN0254'AND 2.3 FEET EAST OF THE WEST PARK FENCE.  A STANDARD DISK,
 MN0254'STAMPED E 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0254
 MN0254                          STATION RECOVERY (1942)
 MN0254
 MN0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0254'RECOVERED IN GOOD CONDITION.
 MN0254
 MN0254                          STATION RECOVERY (2003)
 MN0254
 MN0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0180 ***********************************************************************
 MN0180  DESIGNATION -  E 51
 MN0180  PID         -  MN0180
 MN0180  STATE/COUNTY-  NE/MORRILL
 MN0180  COUNTRY     -  US
 MN0180  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0180
 MN0180                         *CURRENT SURVEY CONTROL
 MN0180  ______________________________________________________________________
 MN0180* NAD 83(1986) POSITION- 41 43 08.     (N) 103 10 37.     (W)   SCALED
 MN0180* NAVD 88 ORTHO HEIGHT -  1131.485 (meters)     3712.21  (feet) ADJUSTED
 MN0180  ______________________________________________________________________
 MN0180  GEOID HEIGHT    -        -19.449 (meters)                     GEOID18
 MN0180  DYNAMIC HEIGHT  -       1130.769 (meters)     3709.86  (feet) COMP
 MN0180  MODELED GRAVITY -    979,951.3   (mgal)                       NAVD 88
 MN0180
 MN0180  VERT ORDER      -  SECOND    CLASS 0
 MN0180
 MN0180.The horizontal coordinates were scaled from a map and have
 MN0180.an estimated accuracy of +/- 6 seconds.
 MN0180
 MN0180.The orthometric height was determined by differential leveling and
 MN0180.adjusted by the NATIONAL GEODETIC SURVEY
 MN0180.in June 1991.
 MN0180
 MN0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0180.GEOID18 height accuracy estimate available here.
 MN0180
 MN0180.Click photographs - Photos may exist for this station.
 MN0180
 MN0180.The dynamic height is computed by dividing the NAVD 88
 MN0180.geopotential number by the normal gravity value computed on the
 MN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0180.degrees latitude (g = 980.6199 gals.).
 MN0180
 MN0180.The modeled gravity was interpolated from observed gravity values.
 MN0180
 MN0180;                    North         East    Units  Estimated Accuracy
 MN0180;SPC NE       -   214,200.      235,780.      MT  (+/- 180 meters Scaled)
 MN0180
 MN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG516201(NAD 83)
 MN0180
 MN0180                          SUPERSEDED SURVEY CONTROL
 MN0180
 MN0180  NGVD 29 (??/??/92) 1130.904  (m)         3710.31   (f) ADJ UNCH    2 0
 MN0180
 MN0180.Superseded values are not recommended for survey control.
 MN0180
 MN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0180.See file dsdata.pdf to determine how the superseded data were derived.
 MN0180
 MN0180_MARKER: DB = BENCH MARK DISK
 MN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0180_STAMPING: E 51 1934
 MN0180_MARK LOGO: CGS
 MN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0180+STABILITY: SURFACE MOTION
 MN0180
 MN0180  HISTORY     - Date     Condition        Report By
 MN0180  HISTORY     - 1934     MONUMENTED       CGS
 MN0180
 MN0180                          STATION DESCRIPTION
 MN0180
 MN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0180'3.8 MI NW FROM NORTHPORT.
 MN0180'ABOUT 3.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0180'QUINCY RAILROAD FROM THE STATION AT NORTHPORT, MORRILL COUNTY,
 MN0180'ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 4, 54.0 FEET NORTHWEST OF
 MN0180'THE CENTER OF A ROAD CROSSING, 33.0 FEET WEST OF THE CENTER
 MN0180'LINE OF THE ROAD, 37.5 FEET NORTHEAST OF THE NORTH RAIL, AND
 MN0180'5.0 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED E 51 1934
 MN0180'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0034 ***********************************************************************
 MN0034  DESIGNATION -  E 53
 MN0034  PID         -  MN0034
 MN0034  STATE/COUNTY-  NE/DEUEL
 MN0034  COUNTRY     -  US
 MN0034  USGS QUAD   -  CHAPPELL SE (2017)
 MN0034
 MN0034                         *CURRENT SURVEY CONTROL
 MN0034  ______________________________________________________________________
 MN0034* NAD 83(1986) POSITION- 41 07 12.     (N) 102 20 32.     (W)   SCALED
 MN0034* NAVD 88 ORTHO HEIGHT -  1151.544 (meters)     3778.02  (feet) ADJUSTED
 MN0034  ______________________________________________________________________
 MN0034  GEOID HEIGHT    -        -20.247 (meters)                     GEOID18
 MN0034  DYNAMIC HEIGHT  -       1150.786 (meters)     3775.54  (feet) COMP
 MN0034  MODELED GRAVITY -    979,925.6   (mgal)                       NAVD 88
 MN0034
 MN0034  VERT ORDER      -  SECOND    CLASS 0
 MN0034
 MN0034.The horizontal coordinates were scaled from a map and have
 MN0034.an estimated accuracy of +/- 6 seconds.
 MN0034
 MN0034.The orthometric height was determined by differential leveling and
 MN0034.adjusted by the NATIONAL GEODETIC SURVEY
 MN0034.in June 1991.
 MN0034
 MN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0034.GEOID18 height accuracy estimate available here.
 MN0034
 MN0034.Click photographs - Photos may exist for this station.
 MN0034
 MN0034.The dynamic height is computed by dividing the NAVD 88
 MN0034.geopotential number by the normal gravity value computed on the
 MN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0034.degrees latitude (g = 980.6199 gals.).
 MN0034
 MN0034.The modeled gravity was interpolated from observed gravity values.
 MN0034
 MN0034;                    North         East    Units  Estimated Accuracy
 MN0034;SPC NE       -   145,520.      303,380.      MT  (+/- 180 meters Scaled)
 MN0034
 MN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF231554(NAD 83)
 MN0034
 MN0034                          SUPERSEDED SURVEY CONTROL
 MN0034
 MN0034  NGVD 29 (??/??/92) 1151.044  (m)         3776.38   (f) ADJ UNCH    2 0
 MN0034
 MN0034.Superseded values are not recommended for survey control.
 MN0034
 MN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0034.See file dsdata.pdf to determine how the superseded data were derived.
 MN0034
 MN0034_MARKER: DB = BENCH MARK DISK
 MN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0034_STAMPING: E 53 1934
 MN0034_MARK LOGO: CGS
 MN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0034+STABILITY: SURFACE MOTION
 MN0034
 MN0034  HISTORY     - Date     Condition        Report By
 MN0034  HISTORY     - 1934     MONUMENTED       CGS
 MN0034  HISTORY     - 1941     GOOD             CGS
 MN0034
 MN0034                          STATION DESCRIPTION
 MN0034
 MN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MN0034'6.9 MI E FROM CHAPPELL.
 MN0034'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0034'CHAPPELL, DEUEL COUNTY, THENCE 2.1 MILES NORTH ALONG STATE
 MN0034'HIGHWAY 27, AT A ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE
 MN0034'OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 MN0034'ROAD, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0034'DISK, STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0036 ***********************************************************************
 MN0036  DESIGNATION -  E 53 RESET
 MN0036  PID         -  MN0036
 MN0036  STATE/COUNTY-  NE/DEUEL
 MN0036  COUNTRY     -  US
 MN0036  USGS QUAD   -  CHAPPELL SE (2017)
 MN0036
 MN0036                         *CURRENT SURVEY CONTROL
 MN0036  ______________________________________________________________________
 MN0036* NAD 83(1986) POSITION- 41 07 12.     (N) 102 20 31.     (W)   SCALED
 MN0036* NAVD 88 ORTHO HEIGHT -  1150.77  (meters)     3775.5   (feet) RESET
 MN0036  ______________________________________________________________________
 MN0036  GEOID HEIGHT    -        -20.248 (meters)                     GEOID18
 MN0036  VERT ORDER      -  THIRD
 MN0036
 MN0036.The horizontal coordinates were scaled from a map and have
 MN0036.an estimated accuracy of +/- 6 seconds.
 MN0036
 MN0036.The orthometric height was computed from unverified reset data.
 MN0036
 MN0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0036.GEOID18 height accuracy estimate available here.
 MN0036
 MN0036.Click photographs - Photos may exist for this station.
 MN0036
 MN0036;                    North         East    Units  Estimated Accuracy
 MN0036;SPC NE       -   145,520.      303,410.      MT  (+/- 180 meters Scaled)
 MN0036
 MN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF231554(NAD 83)
 MN0036
 MN0036                          SUPERSEDED SURVEY CONTROL
 MN0036
 MN0036  NGVD 29 (??/??/??) 1150.27   (m)         3773.8    (f) RESET       3  
 MN0036
 MN0036.Superseded values are not recommended for survey control.
 MN0036
 MN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0036.See file dsdata.pdf to determine how the superseded data were derived.
 MN0036
 MN0036_MARKER: DB = BENCH MARK DISK
 MN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0036_STAMPING: E 53 RESET 1964
 MN0036_MARK LOGO: CGS
 MN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0036+STABILITY: SURFACE MOTION
 MN0036
 MN0036  HISTORY     - Date     Condition        Report By
 MN0036  HISTORY     - 1964     MONUMENTED       CGS
 MN0036
 MN0036                          STATION DESCRIPTION
 MN0036
 MN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0036'8.9 MI NE FROM CHAPPELL.
 MN0036'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0036'CHAPPELL, DEUEL COUNTY, THENCE 2.0 MILES NORTH ALONG STATE
 MN0036'HIGHWAY 27, AT A GRAVEL ROAD CROSSING, 80 FEET SOUTHEAST OF THE
 MN0036'INTERSECTION, 69 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 MN0036'27, 38 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 3 FEET SOUTHWEST
 MN0036'OF A POWER POLE, AND 1 FOOT NORTH OF A NEW STEEL POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0280 ***********************************************************************
 MN0280  DESIGNATION -  E 54
 MN0280  PID         -  MN0280
 MN0280  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0280  COUNTRY     -  US
 MN0280  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0280
 MN0280                         *CURRENT SURVEY CONTROL
 MN0280  ______________________________________________________________________
 MN0280* NAD 83(1986) POSITION- 41 42 39.     (N) 103 40 02.     (W)   SCALED
 MN0280* NAVD 88 ORTHO HEIGHT -  1394.961 (meters)     4576.63  (feet) ADJUSTED
 MN0280  ______________________________________________________________________
 MN0280  GEOID HEIGHT    -        -19.070 (meters)                     GEOID18
 MN0280  DYNAMIC HEIGHT  -       1394.000 (meters)     4573.48  (feet) COMP
 MN0280  MODELED GRAVITY -    979,885.1   (mgal)                       NAVD 88
 MN0280
 MN0280  VERT ORDER      -  SECOND    CLASS 0
 MN0280
 MN0280.The horizontal coordinates were scaled from a map and have
 MN0280.an estimated accuracy of +/- 6 seconds.
 MN0280
 MN0280.The orthometric height was determined by differential leveling and
 MN0280.adjusted by the NATIONAL GEODETIC SURVEY
 MN0280.in June 1991.
 MN0280
 MN0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0280.GEOID18 height accuracy estimate available here.
 MN0280
 MN0280.Click photographs - Photos may exist for this station.
 MN0280
 MN0280.The dynamic height is computed by dividing the NAVD 88
 MN0280.geopotential number by the normal gravity value computed on the
 MN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0280.degrees latitude (g = 980.6199 gals.).
 MN0280
 MN0280.The modeled gravity was interpolated from observed gravity values.
 MN0280
 MN0280;                    North         East    Units  Estimated Accuracy
 MN0280;SPC NE       -   214,920.      194,990.      MT  (+/- 180 meters Scaled)
 MN0280
 MN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG108185(NAD 83)
 MN0280
 MN0280                          SUPERSEDED SURVEY CONTROL
 MN0280
 MN0280  NGVD 29 (??/??/92) 1394.278  (m)         4574.39   (f) ADJ UNCH    2 0
 MN0280
 MN0280.Superseded values are not recommended for survey control.
 MN0280
 MN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0280.See file dsdata.pdf to determine how the superseded data were derived.
 MN0280
 MN0280_MARKER: DB = BENCH MARK DISK
 MN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0280_STAMPING: E 54 1934
 MN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0280+STABILITY: SURFACE MOTION
 MN0280
 MN0280  HISTORY     - Date     Condition        Report By
 MN0280  HISTORY     - 1934     MONUMENTED       CGS
 MN0280
 MN0280                          STATION DESCRIPTION
 MN0280
 MN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0280'9.1 MI S FROM GERING.
 MN0280'ABOUT 9.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0280'AT GERING, SCOTTS BLUFF COUNTY, ABOUT 0.5 MILE NORTH OF THE TOP
 MN0280'OF WILD CAT RANGE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MN0280'ON A SHELF, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 MN0280'STANDARD DISK, STAMPED E 54 1934 AND SET IN THE TOP OF A CONCRETE
 MN0280'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0301 ***********************************************************************
 MN0301  DESIGNATION -  E 55 RESET
 MN0301  PID         -  MN0301
 MN0301  STATE/COUNTY-  NE/BANNER
 MN0301  COUNTRY     -  US
 MN0301  USGS QUAD   -  HARRISBURG (2017)
 MN0301
 MN0301                         *CURRENT SURVEY CONTROL
 MN0301  ______________________________________________________________________
 MN0301* NAD 83(1986) POSITION- 41 34 59.09   (N) 103 38 28.37   (W)   HD_HELD1
 MN0301* NAVD 88 ORTHO HEIGHT -  1350.29  (meters)     4430.1   (feet) RESET
 MN0301  ______________________________________________________________________
 MN0301  GEOID HEIGHT    -        -19.183 (meters)                     GEOID18
 MN0301  VERT ORDER      -  THIRD
 MN0301
 MN0301.The horizontal coordinates were determined by differentially corrected
 MN0301.hand held GPS observations or other comparable positioning techniques
 MN0301.and have an estimated accuracy of +/- 3 meters.
 MN0301
 MN0301.The orthometric height was computed from unverified reset data.
 MN0301
 MN0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0301.GEOID18 height accuracy estimate available here.
 MN0301
 MN0301.Click photographs - Photos may exist for this station.
 MN0301
 MN0301;                    North         East    Units  Estimated Accuracy
 MN0301;SPC NE       -   200,657.0     196,554.6     MT  (+/- 3 meters HH1 GPS) 
 MN0301
 MN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1326404379(NAD 83)
 MN0301
 MN0301                          SUPERSEDED SURVEY CONTROL
 MN0301
 MN0301  NGVD 29 (??/??/??) 1349.60   (m)         4427.8    (f) RESET       3  
 MN0301
 MN0301.Superseded values are not recommended for survey control.
 MN0301
 MN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0301.See file dsdata.pdf to determine how the superseded data were derived.
 MN0301
 MN0301_MARKER: DB = BENCH MARK DISK
 MN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0301_STAMPING: E 55 RESET 1966
 MN0301_MARK LOGO: CGS
 MN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0301+STABILITY: SURFACE MOTION
 MN0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0301+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 MN0301
 MN0301  HISTORY     - Date     Condition        Report By
 MN0301  HISTORY     - 1966     MONUMENTED       CGS
 MN0301  HISTORY     - 20111018 GOOD             NEDR
 MN0301  HISTORY     - 20210517 GOOD             NEGS
 MN0301
 MN0301                          STATION DESCRIPTION
 MN0301
 MN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0301'19 MI W FROM REDINGTON.
 MN0301'ABOUT 19.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST
 MN0301'OFFICE AT REDINGTON, 107 FEET NORTH OF THE CENTER OF STATE
 MN0301'HIGHWAY 88, 2 FEET EAST OF A METAL WITNESS POST, AND IS SET
 MN0301'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 MN0301
 MN0301                          STATION RECOVERY (2011)
 MN0301
 MN0301'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0301'74.9 FEET NORTH OF STATE RIGHT OF WAY MARKER
 MN0301'37.6 FEET NORTH OF METAL WITNESS POST
 MN0301'42.6 FEET NORTH OF NAIL IN TOP OF FENCE POST
 MN0301'107.0 FEET NORTH OF STATE HIGHWAY 88
 MN0301
 MN0301                          STATION RECOVERY (2021)
 MN0301
 MN0301'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JH)
 MN0301'FROM THE SOUTH JCT. OF NE. HWY. 71 AND NE. HWY. 88, APPROX. 20 MI
 MN0301'(32.2 KM) SOUTH OF SCOTTSBLUFF, NE., GO EAST ON NE. HWY. 88 APPROX.
 MN0301'1.85 MI (2.98 KM) TO THE MILE POST 25.37 AND THE MARK ON THE LEFT
 MN0301'(NORTH) SIDE OF THE HIGHWAY.
 MN0301'
 MN0301'THE MARK IS 107 FT (32.6 M) NORTH OF THE CENTERLINE OF NE. HWY. 88,
 MN0301'74.9 FT (22.8 M) NORTHEAST OF A R.O.W. MARKER, 42.6 FT (13.0 M)
 MN0301'NORTHWEST OF A NAIL IN TOP OF FENCE POST AND 37.6 FT (11.5 M) NORTH OF
 MN0301'METAL WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0751 ***********************************************************************
 ML0751  DESIGNATION -  E 56 RESET
 ML0751  PID         -  ML0751
 ML0751  STATE/COUNTY-  NE/CUSTER
 ML0751  COUNTRY     -  US
 ML0751  USGS QUAD   -  CALLAWAY NW (2017)
 ML0751
 ML0751                         *CURRENT SURVEY CONTROL
 ML0751  ______________________________________________________________________
 ML0751* NAD 83(1986) POSITION- 41 28 51.74   (N) 099 55 07.05   (W)   HD_HELD1
 ML0751* NAVD 88 ORTHO HEIGHT -   882.01  (meters)     2893.7   (feet) RESET
 ML0751  ______________________________________________________________________
 ML0751  GEOID HEIGHT    -        -22.345 (meters)                     GEOID18
 ML0751  VERT ORDER      -  THIRD
 ML0751
 ML0751.The horizontal coordinates were determined by differentially corrected
 ML0751.hand held GPS observations or other comparable positioning techniques
 ML0751.and have an estimated accuracy of +/- 3 meters.
 ML0751
 ML0751.The orthometric height was computed from unverified reset data.
 ML0751
 ML0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0751.GEOID18 height accuracy estimate available here.
 ML0751
 ML0751.Click photographs - Photos may exist for this station.
 ML0751
 ML0751;                    North         East    Units  Estimated Accuracy
 ML0751;SPC NE       -   182,940.1     506,794.2     MT  (+/- 3 meters HH1 GPS) 
 ML0751
 ML0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2330692566(NAD 83)
 ML0751
 ML0751                          SUPERSEDED SURVEY CONTROL
 ML0751
 ML0751  NGVD 29 (??/??/??)  881.76   (m)         2892.9    (f) RESET       3  
 ML0751
 ML0751.Superseded values are not recommended for survey control.
 ML0751
 ML0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0751.See file dsdata.pdf to determine how the superseded data were derived.
 ML0751
 ML0751_MARKER: DB = BENCH MARK DISK
 ML0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0751_STAMPING: E 56 RESET 1958
 ML0751_MARK LOGO: CGS
 ML0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0751+STABILITY: SURFACE MOTION
 ML0751
 ML0751  HISTORY     - Date     Condition        Report By
 ML0751  HISTORY     - 1958     MONUMENTED       NEDR
 ML0751
 ML0751                          STATION DESCRIPTION
 ML0751
 ML0751'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0751'8.2 MI W FROM MERNA.
 ML0751'ABOUT 8.2 MILES WEST ALONG STATE HIGHWAY 80 AND 92 FROM THE
 ML0751'POST OFFICE AT MERNA, CUSTER COUNTY, ABOUT 364 FEET SOUTHWEST
 ML0751'OF THE CENTER WALL OF A CONCRETE BOX CULVERT, 75 FEET SOUTH
 ML0751'OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 FEET NORTH OF A RIGHT
 ML0751'OF WAY FENCE.  A STANDARD DISK, STAMPED E 56 RESET 1958 AND
 ML0751'SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0409 ***********************************************************************
 NP0409  DESIGNATION -  E 58
 NP0409  PID         -  NP0409
 NP0409  STATE/COUNTY-  NE/SIOUX
 NP0409  COUNTRY     -  US
 NP0409  USGS QUAD   -  AGATE (2017)
 NP0409
 NP0409                         *CURRENT SURVEY CONTROL
 NP0409  ______________________________________________________________________
 NP0409* NAD 83(1986) POSITION- 42 27 03.     (N) 103 47 32.     (W)   SCALED
 NP0409* NAVD 88 ORTHO HEIGHT -  1417.284 (meters)     4649.87  (feet) POSTED
 NP0409  ______________________________________________________________________
 NP0409  GEOID HEIGHT    -        -17.127 (meters)                     GEOID18
 NP0409  DYNAMIC HEIGHT  -       1416.42  (meters)     4647.0   (feet) COMP
 NP0409  MODELED GRAVITY -    979,965.2   (mgal)                       NAVD 88
 NP0409
 NP0409  VERT ORDER      -  * POSTED, SEE BELOW
 NP0409
 NP0409.The horizontal coordinates were scaled from a map and have
 NP0409.an estimated accuracy of +/- 6 seconds.
 NP0409
 NP0409.The orthometric height was determined by differential leveling
 NP0409.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0409
 NP0409.* This is a POSTED BENCH MARK height.
 NP0409
 NP0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0409.GEOID18 height accuracy estimate available here.
 NP0409
 NP0409.Click photographs - Photos may exist for this station.
 NP0409
 NP0409.The dynamic height is computed by dividing the NAVD 88
 NP0409.geopotential number by the normal gravity value computed on the
 NP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0409.degrees latitude (g = 980.6199 gals.).
 NP0409
 NP0409.The modeled gravity was interpolated from observed gravity values.
 NP0409
 NP0409;                    North         East    Units  Estimated Accuracy
 NP0409;SPC NE       -   297,460.      188,200.      MT  (+/- 180 meters Scaled)
 NP0409
 NP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH993005(NAD 83)
 NP0409
 NP0409                          SUPERSEDED SURVEY CONTROL
 NP0409
 NP0409  NGVD 29 (??/??/92) 1416.577  (m)         4647.55   (f) ADJ UNCH    2 0
 NP0409
 NP0409.Superseded values are not recommended for survey control.
 NP0409
 NP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0409.See file dsdata.pdf to determine how the superseded data were derived.
 NP0409
 NP0409_MARKER: DB = BENCH MARK DISK
 NP0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0409_STAMPING: E 58 1934
 NP0409_MARK LOGO: CGS
 NP0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0409+STABILITY: SURFACE MOTION
 NP0409
 NP0409  HISTORY     - Date     Condition        Report By
 NP0409  HISTORY     - 1934     MONUMENTED       CGS
 NP0409  HISTORY     - 1974     GOOD             USGS
 NP0409
 NP0409                          STATION DESCRIPTION
 NP0409
 NP0409'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0409'20 MI SE FROM HARRISON.
 NP0409'20.0 MI. SOUTH AND EAST ALONG HWY. 29 FROM HARRISON, 2.1 MI.
 NP0409'NORTH ALONG HWY. 29 FROM AGATE, TO AN EAST-WEST FENCE AND THE
 NP0409'BENCHMARK.  THE BENCHMARK IS 170 FEET EAST OF THE CENTERLINE OF
 NP0409'THE HWY. AND 1 FOOT SOUTH OF THE EAST-WEST FENCE, AND ABOUT 35
 NP0409'FEET EAST OF THE CENTERLINE OF THE OLD ROAD.  A STANDARD DISK,
 NP0409'STAMPED E 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0409'NOTE-- THE BENCHMARK WAS COVERED BY ABOUT 1 INCH OF SAND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0095 ***********************************************************************
 MN0095  DESIGNATION -  E 59
 MN0095  PID         -  MN0095
 MN0095  STATE/COUNTY-  NE/DEUEL
 MN0095  COUNTRY     -  US
 MN0095  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0095
 MN0095                         *CURRENT SURVEY CONTROL
 MN0095  ______________________________________________________________________
 MN0095* NAD 83(1986) POSITION- 41 06 58.     (N) 102 32 14.     (W)   SCALED
 MN0095* NAVD 88 ORTHO HEIGHT -  1144.619 (meters)     3755.30  (feet) ADJUSTED
 MN0095  ______________________________________________________________________
 MN0095  GEOID HEIGHT    -        -20.051 (meters)                     GEOID18
 MN0095  DYNAMIC HEIGHT  -       1143.848 (meters)     3752.77  (feet) COMP
 MN0095  MODELED GRAVITY -    979,910.8   (mgal)                       NAVD 88
 MN0095
 MN0095  VERT ORDER      -  SECOND    CLASS 0
 MN0095
 MN0095.The horizontal coordinates were scaled from a map and have
 MN0095.an estimated accuracy of +/- 6 seconds.
 MN0095
 MN0095.The orthometric height was determined by differential leveling and
 MN0095.adjusted by the NATIONAL GEODETIC SURVEY
 MN0095.in June 1991.
 MN0095
 MN0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0095.GEOID18 height accuracy estimate available here.
 MN0095
 MN0095.Click photographs - Photos may exist for this station.
 MN0095
 MN0095.The dynamic height is computed by dividing the NAVD 88
 MN0095.geopotential number by the normal gravity value computed on the
 MN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0095.degrees latitude (g = 980.6199 gals.).
 MN0095
 MN0095.The modeled gravity was interpolated from observed gravity values.
 MN0095
 MN0095;                    North         East    Units  Estimated Accuracy
 MN0095;SPC NE       -   145,550.      287,000.      MT  (+/- 180 meters Scaled)
 MN0095
 MN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF067545(NAD 83)
 MN0095
 MN0095                          SUPERSEDED SURVEY CONTROL
 MN0095
 MN0095  NGVD 29 (??/??/92) 1144.103  (m)         3753.61   (f) ADJ UNCH    2 0
 MN0095
 MN0095.Superseded values are not recommended for survey control.
 MN0095
 MN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0095.See file dsdata.pdf to determine how the superseded data were derived.
 MN0095
 MN0095_MARKER: DB = BENCH MARK DISK
 MN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0095_STAMPING: E 59 1934
 MN0095_MARK LOGO: CGS
 MN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0095+STABILITY: SURFACE MOTION
 MN0095
 MN0095  HISTORY     - Date     Condition        Report By
 MN0095  HISTORY     - 1934     MONUMENTED       CGS
 MN0095  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0095  HISTORY     - 20100315 MARK NOT FOUND   NEDR
 MN0095
 MN0095                          STATION DESCRIPTION
 MN0095
 MN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0095'4.2 MI W FROM CHAPPELL.
 MN0095'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0095'AT CHAPPELL, DEUEL COUNTY, 1-1/4 POLES WEST OF MILEPOST 384,
 MN0095'125 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, AND 42
 MN0095'FEET NORTH OF THE NORTH RAIL OF THE NORTH DOUBLE TRACK.  A
 MN0095'STANDARD DISK, STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE
 MN0095'POST.  NOTE-- 4 FT. OF SAND HAS DRIFTED INTO AREA.
 MN0095
 MN0095                          STATION RECOVERY (1972)
 MN0095
 MN0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0095'MARK NOT FOUND.
 MN0095
 MN0095                          STATION RECOVERY (2010)
 MN0095
 MN0095'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (AEA)
 MN0095'EVIDENCE OF R/R DOING WORK ALONG TRACKS GROUND DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0826 ***********************************************************************
 LH0826  DESIGNATION -  E 60
 LH0826  PID         -  LH0826
 LH0826  STATE/COUNTY-  NE/DAWSON
 LH0826  COUNTRY     -  US
 LH0826  USGS QUAD   -  BUFFALO (2017)
 LH0826
 LH0826                         *CURRENT SURVEY CONTROL
 LH0826  ______________________________________________________________________
 LH0826* NAD 83(1986) POSITION- 40 55 21.     (N) 099 45 01.     (W)   SCALED
 LH0826* NAVD 88 ORTHO HEIGHT -   766.063 (meters)     2513.32  (feet) ADJUSTED
 LH0826  ______________________________________________________________________
 LH0826  GEOID HEIGHT    -        -23.521 (meters)                     GEOID18
 LH0826  DYNAMIC HEIGHT  -        765.620 (meters)     2511.87  (feet) COMP
 LH0826  MODELED GRAVITY -    980,020.4   (mgal)                       NAVD 88
 LH0826
 LH0826  VERT ORDER      -  SECOND    CLASS 0
 LH0826
 LH0826.The horizontal coordinates were scaled from a map and have
 LH0826.an estimated accuracy of +/- 6 seconds.
 LH0826
 LH0826.The orthometric height was determined by differential leveling and
 LH0826.adjusted by the NATIONAL GEODETIC SURVEY
 LH0826.in June 1991.
 LH0826
 LH0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0826.GEOID18 height accuracy estimate available here.
 LH0826
 LH0826.Click photographs - Photos may exist for this station.
 LH0826
 LH0826.The dynamic height is computed by dividing the NAVD 88
 LH0826.geopotential number by the normal gravity value computed on the
 LH0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0826.degrees latitude (g = 980.6199 gals.).
 LH0826
 LH0826.The modeled gravity was interpolated from observed gravity values.
 LH0826
 LH0826;                    North         East    Units  Estimated Accuracy
 LH0826;SPC NE       -   120,960.      521,030.      MT  (+/- 180 meters Scaled)
 LH0826
 LH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368304(NAD 83)
 LH0826
 LH0826                          SUPERSEDED SURVEY CONTROL
 LH0826
 LH0826  NGVD 29 (??/??/92)  765.767  (m)         2512.35   (f) ADJ UNCH    2 0
 LH0826
 LH0826.Superseded values are not recommended for survey control.
 LH0826
 LH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0826.See file dsdata.pdf to determine how the superseded data were derived.
 LH0826
 LH0826_MARKER: DB = BENCH MARK DISK
 LH0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0826_STAMPING: E 60 1934
 LH0826_MARK LOGO: CGS
 LH0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0826+STABILITY: SURFACE MOTION
 LH0826
 LH0826  HISTORY     - Date     Condition        Report By
 LH0826  HISTORY     - 1934     MONUMENTED       CGS
 LH0826  HISTORY     - 1961     MARK NOT FOUND   USGS
 LH0826
 LH0826                          STATION DESCRIPTION
 LH0826
 LH0826'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LH0826'10.2 MI N FROM LEXINGTON.
 LH0826'10.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY
 LH0826'COURTHOUSE AT LEXINGTON, 0.4 MILE SOUTH OF THE ENTRANCE TO A
 LH0826'WINDMILL AND AN ABANDONED FARMHOUSE, 138 FEET NORTH OF AN
 LH0826'EAST-AND-WEST FENCE, 120 FEET NORTHWEST OF THE WEST
 LH0826'CONCRETE WINGWALL OF A LARGE PIPE CULVERT, 135 FEET WEST OF THE
 LH0826'CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTERLINE OF THE
 LH0826'OLD HIGHWAY GRADE, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 LH0826'A STANDARD DISK, STAMPED E 60 1934 AND SET IN THE TOP OF A
 LH0826'CONCRETE POST.  NOTE-- UNABLE TO LOCATE POST.  UNUSUALLY HIGH
 LH0826'GRASSES, ABSENCE OF SOME OF THE REFERENCES AND MODIFICATION OF
 LH0826'THE OTHERS DUE TO ROAD CHANGES MADE IT DIFFICULT TO
 LH0826'DETERMINE EXACT LOCATION OF POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0171 ***********************************************************************
 NP0171  DESIGNATION -  E 61
 NP0171  PID         -  NP0171
 NP0171  STATE/COUNTY-  NE/BOX BUTTE
 NP0171  COUNTRY     -  US
 NP0171  USGS QUAD   -  JESSE LAKE (2017)
 NP0171
 NP0171                         *CURRENT SURVEY CONTROL
 NP0171  ______________________________________________________________________
 NP0171* NAD 83(1986) POSITION- 42 05 16.     (N) 102 43 02.     (W)   SCALED
 NP0171* NAVD 88 ORTHO HEIGHT -  1189.926 (meters)     3903.95  (feet) ADJUSTED
 NP0171  ______________________________________________________________________
 NP0171  GEOID HEIGHT    -        -18.737 (meters)                     GEOID18
 NP0171  DYNAMIC HEIGHT  -       1189.234 (meters)     3901.68  (feet) COMP
 NP0171  MODELED GRAVITY -    979,999.2   (mgal)                       NAVD 88
 NP0171
 NP0171  VERT ORDER      -  SECOND    CLASS 0
 NP0171
 NP0171.The horizontal coordinates were scaled from a map and have
 NP0171.an estimated accuracy of +/- 6 seconds.
 NP0171
 NP0171.The orthometric height was determined by differential leveling and
 NP0171.adjusted by the NATIONAL GEODETIC SURVEY
 NP0171.in June 1991.
 NP0171
 NP0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0171.GEOID18 height accuracy estimate available here.
 NP0171
 NP0171.Click photographs - Photos may exist for this station.
 NP0171
 NP0171.The dynamic height is computed by dividing the NAVD 88
 NP0171.geopotential number by the normal gravity value computed on the
 NP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0171.degrees latitude (g = 980.6199 gals.).
 NP0171
 NP0171.The modeled gravity was interpolated from observed gravity values.
 NP0171
 NP0171;                    North         East    Units  Estimated Accuracy
 NP0171;SPC NE       -   253,840.      275,290.      MT  (+/- 180 meters Scaled)
 NP0171
 NP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG887620(NAD 83)
 NP0171
 NP0171                          SUPERSEDED SURVEY CONTROL
 NP0171
 NP0171  NGVD 29 (??/??/92) 1189.353  (m)         3902.07   (f) ADJ UNCH    2 0
 NP0171
 NP0171.Superseded values are not recommended for survey control.
 NP0171
 NP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0171.See file dsdata.pdf to determine how the superseded data were derived.
 NP0171
 NP0171_MARKER: DB = BENCH MARK DISK
 NP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0171_STAMPING: E 61 1934
 NP0171_MARK LOGO: CGS
 NP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0171+STABILITY: SURFACE MOTION
 NP0171
 NP0171  HISTORY     - Date     Condition        Report By
 NP0171  HISTORY     - 1934     MONUMENTED       CGS
 NP0171  HISTORY     - 1940     GOOD             CGS
 NP0171
 NP0171                          STATION DESCRIPTION
 NP0171
 NP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0171'7 MI W FROM ANTIOCH.
 NP0171'7.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0171'FROM THE STATION AT ANTIOCH SHERIDAN COUNTY, 0.4 MILE WEST OF
 NP0171'MILEPOST 357, AT THE SOUTH SHOULDER OF THE SOUTH BORROW PIT,
 NP0171'275 FEET EAST OF THE CENTER OF A ROAD CROSSING, 41.8 FEET SOUTH
 NP0171'OF THE SOUTH RAIL, 2.5 FEET EAST OF A 4- BY 4-INCH WHITE POST
 NP0171'PROJECTING ABOUT 1.7 FEET ABOVE GROUND, AND 5.0 FEET LOWER THAN
 NP0171'THE TRACK.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE
 NP0171'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0110 ***********************************************************************
 NO0110  DESIGNATION -  E 63
 NO0110  PID         -  NO0110
 NO0110  STATE/COUNTY-  NE/HOOKER
 NO0110  COUNTRY     -  US
 NO0110  USGS QUAD   -  SENECA (2017)
 NO0110
 NO0110                         *CURRENT SURVEY CONTROL
 NO0110  ______________________________________________________________________
 NO0110* NAD 83(1986) POSITION- 42 02 39.     (N) 100 51 57.     (W)   SCALED
 NO0110* NAVD 88 ORTHO HEIGHT -   907.526 (meters)     2977.44  (feet) ADJUSTED
 NO0110  ______________________________________________________________________
 NO0110  GEOID HEIGHT    -        -21.116 (meters)                     GEOID18
 NO0110  DYNAMIC HEIGHT  -        907.047 (meters)     2975.87  (feet) COMP
 NO0110  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 NO0110
 NO0110  VERT ORDER      -  SECOND    CLASS 0
 NO0110
 NO0110.The horizontal coordinates were scaled from a map and have
 NO0110.an estimated accuracy of +/- 6 seconds.
 NO0110
 NO0110.The orthometric height was determined by differential leveling and
 NO0110.adjusted by the NATIONAL GEODETIC SURVEY
 NO0110.in June 1991.
 NO0110
 NO0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0110.GEOID18 height accuracy estimate available here.
 NO0110
 NO0110.Click photographs - Photos may exist for this station.
 NO0110
 NO0110.The dynamic height is computed by dividing the NAVD 88
 NO0110.geopotential number by the normal gravity value computed on the
 NO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0110.degrees latitude (g = 980.6199 gals.).
 NO0110
 NO0110.The modeled gravity was interpolated from observed gravity values.
 NO0110
 NO0110;                    North         East    Units  Estimated Accuracy
 NO0110;SPC NE       -   245,820.      428,340.      MT  (+/- 180 meters Scaled)
 NO0110
 NO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM455563(NAD 83)
 NO0110
 NO0110                          SUPERSEDED SURVEY CONTROL
 NO0110
 NO0110  NGVD 29 (??/??/92)  907.185  (m)         2976.32   (f) ADJ UNCH    2 0
 NO0110
 NO0110.Superseded values are not recommended for survey control.
 NO0110
 NO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0110.See file dsdata.pdf to determine how the superseded data were derived.
 NO0110
 NO0110_MARKER: DB = BENCH MARK DISK
 NO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0110_STAMPING: E 63 1934
 NO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0110+STABILITY: SURFACE MOTION
 NO0110
 NO0110  HISTORY     - Date     Condition        Report By
 NO0110  HISTORY     - 1934     MONUMENTED       CGS
 NO0110
 NO0110                          STATION DESCRIPTION
 NO0110
 NO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0110'1.8 MI W FROM SENECA.
 NO0110'IN HOOKER COUNTY, 1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON
 NO0110'AND QUINCY RAILROAD FROM THE STATION AT SENECA, THOMAS COUNTY,
 NO0110'65 RAILS WEST OF MILEPOST 259, 72 YARDS EAST OF THE CENTER OF THE
 NO0110'JUNCTION OF STATE HIGHWAY 2 AND A ROAD LEADING NORTH, 100 FEET
 NO0110'EAST OF AN IRON PIPE CULVERT, 31.1 FEET NORTH OF THE NORTH
 NO0110'RAIL, AND 25.0 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 NO0110'E 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0012 ***********************************************************************
 MM0012  DESIGNATION -  E 64
 MM0012  PID         -  MM0012
 MM0012  STATE/COUNTY-  NE/BLAINE
 MM0012  COUNTRY     -  US
 MM0012  USGS QUAD   -  DUNNING SW (2017)
 MM0012
 MM0012                         *CURRENT SURVEY CONTROL
 MM0012  ______________________________________________________________________
 MM0012* NAD 83(1986) POSITION- 41 50 38.26   (N) 100 08 44.90   (W)   HD_HELD1
 MM0012* NAVD 88 ORTHO HEIGHT -   803.625 (meters)     2636.56  (feet) ADJUSTED
 MM0012  ______________________________________________________________________
 MM0012  GEOID HEIGHT    -        -22.231 (meters)                     GEOID18
 MM0012  DYNAMIC HEIGHT  -        803.212 (meters)     2635.20  (feet) COMP
 MM0012  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 MM0012
 MM0012  VERT ORDER      -  SECOND    CLASS 0
 MM0012
 MM0012.The horizontal coordinates were determined by differentially corrected
 MM0012.hand held GPS observations or other comparable positioning techniques
 MM0012.and have an estimated accuracy of +/- 3 meters.
 MM0012
 MM0012.The orthometric height was determined by differential leveling and
 MM0012.adjusted by the NATIONAL GEODETIC SURVEY
 MM0012.in June 1991.
 MM0012
 MM0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0012.GEOID18 height accuracy estimate available here.
 MM0012
 MM0012.Click photographs - Photos may exist for this station.
 MM0012
 MM0012.The dynamic height is computed by dividing the NAVD 88
 MM0012.geopotential number by the normal gravity value computed on the
 MM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0012.degrees latitude (g = 980.6199 gals.).
 MM0012
 MM0012.The modeled gravity was interpolated from observed gravity values.
 MM0012
 MM0012;                    North         East    Units  Estimated Accuracy
 MM0012;SPC NE       -   223,242.1     487,894.4     MT  (+/- 3 meters HH1 GPS) 
 MM0012
 MM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0487433086(NAD 83)
 MM0012
 MM0012                          SUPERSEDED SURVEY CONTROL
 MM0012
 MM0012  NGVD 29 (??/??/92)  803.332  (m)         2635.60   (f) ADJ UNCH    2 0
 MM0012
 MM0012.Superseded values are not recommended for survey control.
 MM0012
 MM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0012.See file dsdata.pdf to determine how the superseded data were derived.
 MM0012
 MM0012_MARKER: DB = BENCH MARK DISK
 MM0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0012_STAMPING: E 64 1934
 MM0012_MARK LOGO: CGS
 MM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0012+STABILITY: SURFACE MOTION
 MM0012
 MM0012  HISTORY     - Date     Condition        Report By
 MM0012  HISTORY     - 1934     MONUMENTED       CGS
 MM0012
 MM0012                          STATION DESCRIPTION
 MM0012
 MM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0012'2.2 MI NW FROM DUNNING.
 MM0012'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0012'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, 0.4 MILE
 MM0012'EAST OF MILEPOST 218, 45.5 FEET NORTH OF THE NORTH RAIL, 10.0
 MM0012'FEET EAST OF A POLE, AND IN LINE WITH A ROW OF POLES.  A
 MM0012'STANDARD DISK, STAMPED E 64 1934 AND SET IN THE TOP OF A CONCRETE
 MM0012'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0177 ***********************************************************************
 MM0177  DESIGNATION -  E 65
 MM0177  PID         -  MM0177
 MM0177  STATE/COUNTY-  NE/LOGAN
 MM0177  COUNTRY     -  US
 MM0177  USGS QUAD   -  CODY LAKE (2017)
 MM0177
 MM0177                         *CURRENT SURVEY CONTROL
 MM0177  ______________________________________________________________________
 MM0177* NAD 83(1986) POSITION- 41 32 51.     (N) 100 31 43.     (W)   SCALED
 MM0177* NAVD 88 ORTHO HEIGHT -   909.561 (meters)     2984.12  (feet) ADJUSTED
 MM0177  ______________________________________________________________________
 MM0177  GEOID HEIGHT    -        -21.842 (meters)                     GEOID18
 MM0177  DYNAMIC HEIGHT  -        909.058 (meters)     2982.47  (feet) COMP
 MM0177  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 MM0177
 MM0177  VERT ORDER      -  SECOND    CLASS 0
 MM0177
 MM0177.The horizontal coordinates were scaled from a map and have
 MM0177.an estimated accuracy of +/- 6 seconds.
 MM0177
 MM0177.The orthometric height was determined by differential leveling and
 MM0177.adjusted by the NATIONAL GEODETIC SURVEY
 MM0177.in June 1991.
 MM0177
 MM0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0177.GEOID18 height accuracy estimate available here.
 MM0177
 MM0177.Click photographs - Photos may exist for this station.
 MM0177
 MM0177.The dynamic height is computed by dividing the NAVD 88
 MM0177.geopotential number by the normal gravity value computed on the
 MM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0177.degrees latitude (g = 980.6199 gals.).
 MM0177
 MM0177.The modeled gravity was interpolated from observed gravity values.
 MM0177
 MM0177;                    North         East    Units  Estimated Accuracy
 MM0177;SPC NE       -   190,450.      455,910.      MT  (+/- 180 meters Scaled)
 MM0177
 MM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM725006(NAD 83)
 MM0177
 MM0177                          SUPERSEDED SURVEY CONTROL
 MM0177
 MM0177  NGVD 29 (??/??/92)  909.251  (m)         2983.10   (f) ADJ UNCH    2 0
 MM0177
 MM0177.Superseded values are not recommended for survey control.
 MM0177
 MM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0177.See file dsdata.pdf to determine how the superseded data were derived.
 MM0177
 MM0177_MARKER: DB = BENCH MARK DISK
 MM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0177_STAMPING: E 65 1934
 MM0177_MARK LOGO: CGS
 MM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0177+STABILITY: SURFACE MOTION
 MM0177
 MM0177  HISTORY     - Date     Condition        Report By
 MM0177  HISTORY     - 1934     MONUMENTED       CGS
 MM0177  HISTORY     - 1949     MARK NOT FOUND   CGS
 MM0177  HISTORY     - 19851031 MARK NOT FOUND   USPSQD
 MM0177
 MM0177                          STATION DESCRIPTION
 MM0177
 MM0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0177'5.9 MI N FROM STAPLETON.
 MM0177'ABOUT 5.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0177'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 19.2
 MM0177'MILES SOUTH OF A BRIDGE OVER THE DISMAL RIVER, AT THE NORTH
 MM0177'ENTRANCE TO A LARGE FLAT, AND 83.6 FEET EAST OF THE CENTER
 MM0177'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 65 1934 AND
 MM0177'SET IN THE TOP OF A CONCRETE POST.
 MM0177
 MM0177                          STATION RECOVERY (1949)
 MM0177
 MM0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 MM0177'MARK NOT FOUND.
 MM0177
 MM0177                          STATION RECOVERY (1985)
 MM0177
 MM0177'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0458 ***********************************************************************
 NN0458  DESIGNATION -  E 67
 NN0458  PID         -  NN0458
 NN0458  STATE/COUNTY-  NE/BLAINE
 NN0458  COUNTRY     -  US
 NN0458  USGS QUAD   -  GOLDMAN LAKE SE (2017)
 NN0458
 NN0458                         *CURRENT SURVEY CONTROL
 NN0458  ______________________________________________________________________
 NN0458* NAD 83(1986) POSITION- 42 01 41.     (N) 099 51 32.     (W)   SCALED
 NN0458* NAVD 88 ORTHO HEIGHT -   778.393 (meters)     2553.78  (feet) ADJUSTED
 NN0458  ______________________________________________________________________
 NN0458  GEOID HEIGHT    -        -22.465 (meters)                     GEOID18
 NN0458  DYNAMIC HEIGHT  -        778.021 (meters)     2552.56  (feet) COMP
 NN0458  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 NN0458
 NN0458  VERT ORDER      -  SECOND    CLASS 0
 NN0458
 NN0458.The horizontal coordinates were scaled from a map and have
 NN0458.an estimated accuracy of +/- 6 seconds.
 NN0458
 NN0458.The orthometric height was determined by differential leveling and
 NN0458.adjusted by the NATIONAL GEODETIC SURVEY
 NN0458.in June 1991.
 NN0458
 NN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0458.GEOID18 height accuracy estimate available here.
 NN0458
 NN0458.Click photographs - Photos may exist for this station.
 NN0458
 NN0458.The dynamic height is computed by dividing the NAVD 88
 NN0458.geopotential number by the normal gravity value computed on the
 NN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0458.degrees latitude (g = 980.6199 gals.).
 NN0458
 NN0458.The modeled gravity was interpolated from observed gravity values.
 NN0458
 NN0458;                    North         East    Units  Estimated Accuracy
 NN0458;SPC NE       -   243,680.      511,680.      MT  (+/- 180 meters Scaled)
 NN0458
 NN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM288532(NAD 83)
 NN0458
 NN0458                          SUPERSEDED SURVEY CONTROL
 NN0458
 NN0458  NGVD 29 (??/??/92)  778.100  (m)         2552.82   (f) ADJ UNCH    2 0
 NN0458
 NN0458.Superseded values are not recommended for survey control.
 NN0458
 NN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0458.See file dsdata.pdf to determine how the superseded data were derived.
 NN0458
 NN0458_MARKER: DB = BENCH MARK DISK
 NN0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0458_STAMPING: E 67 1935
 NN0458_MARK LOGO: CGS
 NN0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0458+STABILITY: SURFACE MOTION
 NN0458
 NN0458  HISTORY     - Date     Condition        Report By
 NN0458  HISTORY     - 1935     MONUMENTED       CGS
 NN0458  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0458
 NN0458                          STATION DESCRIPTION
 NN0458
 NN0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0458'7.6 MI N FROM BREWSTER.
 NN0458'ABOUT 7.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0458'COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT THE JUNCTION OF A ROAD
 NN0458'LEADING EAST, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NN0458'26.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8.7 FEET NORTH
 NN0458'OF THE NORTH END OF THE ENTRANCE TO A FIELD, AND 2 FEET WEST OF
 NN0458'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 67 1935 AND
 NN0458'SET IN THE TOP OF A CONCRETE POST.
 NN0458
 NN0458                          STATION RECOVERY (1975)
 NN0458
 NN0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0092 ***********************************************************************
 MM0092  DESIGNATION -  E 7
 MM0092  PID         -  MM0092
 MM0092  STATE/COUNTY-  NE/LINCOLN
 MM0092  COUNTRY     -  US
 MM0092  USGS QUAD   -  MAXWELL SW (2017)
 MM0092
 MM0092                         *CURRENT SURVEY CONTROL
 MM0092  ______________________________________________________________________
 MM0092* NAD 83(1986) POSITION- 41 07 07.     (N) 100 39 13.     (W)   SCALED
 MM0092* NAVD 88 ORTHO HEIGHT -   843.394 (meters)     2767.04  (feet) ADJUSTED
 MM0092  ______________________________________________________________________
 MM0092  GEOID HEIGHT    -        -22.322 (meters)                     GEOID18
 MM0092  DYNAMIC HEIGHT  -        842.896 (meters)     2765.40  (feet) COMP
 MM0092  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 MM0092
 MM0092  VERT ORDER      -  FIRST     CLASS II
 MM0092
 MM0092.The horizontal coordinates were scaled from a map and have
 MM0092.an estimated accuracy of +/- 6 seconds.
 MM0092
 MM0092.The orthometric height was determined by differential leveling and
 MM0092.adjusted by the NATIONAL GEODETIC SURVEY
 MM0092.in June 1991.
 MM0092
 MM0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0092.GEOID18 height accuracy estimate available here.
 MM0092
 MM0092.Click photographs - Photos may exist for this station.
 MM0092
 MM0092.The dynamic height is computed by dividing the NAVD 88
 MM0092.geopotential number by the normal gravity value computed on the
 MM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0092.degrees latitude (g = 980.6199 gals.).
 MM0092
 MM0092.The modeled gravity was interpolated from observed gravity values.
 MM0092
 MM0092;                    North         East    Units  Estimated Accuracy
 MM0092;SPC NE       -   142,910.      445,130.      MT  (+/- 180 meters Scaled)
 MM0092
 MM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL611532(NAD 83)
 MM0092
 MM0092                          SUPERSEDED SURVEY CONTROL
 MM0092
 MM0092  NGVD 29 (02/14/92)  843.042  (m)         2765.88   (f) ADJUSTED    1 2
 MM0092  NGVD 29 (??/??/87)  843.042  (m)         2765.88   (f) SUPERSEDED  1 2
 MM0092
 MM0092.Superseded values are not recommended for survey control.
 MM0092
 MM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0092.See file dsdata.pdf to determine how the superseded data were derived.
 MM0092
 MM0092_MARKER: DB = BENCH MARK DISK
 MM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0092_STAMPING: E 7 1933 2765.880
 MM0092_MARK LOGO: CGS
 MM0092_PROJECTION: RECESSED 20 CENTIMETERS
 MM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0092+STABILITY: SURFACE MOTION
 MM0092
 MM0092  HISTORY     - Date     Condition        Report By
 MM0092  HISTORY     - 1933     MONUMENTED       CGS
 MM0092  HISTORY     - 1963     GOOD             CGS
 MM0092  HISTORY     - 1986     GOOD             NGS
 MM0092
 MM0092                          STATION DESCRIPTION
 MM0092
 MM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0092'6.1 MI SE FROM NORTH PLATTE.
 MM0092'ABOUT 6.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0092'THE STATION AT NORTH PLATTE, LINCOLN COUNTY, ABOUT 4 POLES
 MM0092'SOUTHEAST OF MILEPOST 278, AT A ROAD CROSSING, 15 FEET WEST
 MM0092'OF THE CENTER LINE OF THE ROAD, 79.8 FEET SOUTH OF THE SOUTH
 MM0092'RAIL OF THE SOUTH MAIN TRACK, 39 FEET NORTH OF THE CENTER LINE
 MM0092'OF U.S. HIGHWAY 30, AND 6 FEET NORTH OF THE SOUTH RAILROAD
 MM0092'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2765.880 E 7 1933
 MM0092'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 MM0092'ABOVE GROUND.
 MM0092
 MM0092                          STATION RECOVERY (1963)
 MM0092
 MM0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MM0092'RECOVERED IN GOOD CONDITION.
 MM0092
 MM0092                          STATION RECOVERY (1986)
 MM0092
 MM0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.8 KM (6.1
 MM0092'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83
 MM0092'AT NORTH PLATTE, 35.3 METERS (116 FT) EAST ACROSS THE HIGHWAY FROM
 MM0092'MILEPOST 184, IN THE NORTH CORNER OF THE T JUNCTION OF A ROAD CROSSING
 MM0092'THE UNION PACIFIC RAILROAD, ALSO 12.35 KM (7.7 MI) NORTHWEST OF
 MM0092'MAXWELL, 11.9 METERS (39 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 24.4
 MM0092'METERS (80 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 4.5 METERS (15 FT)
 MM0092'NORTHWEST OF THE CENTER OF THE ROAD.
 MM0092'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 MM0092'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0870 ***********************************************************************
 ML0870  DESIGNATION -  E 72
 ML0870  PID         -  ML0870
 ML0870  STATE/COUNTY-  NE/LOUP
 ML0870  COUNTRY     -  US
 ML0870  USGS QUAD   -  ALMERIA NE (2017)
 ML0870
 ML0870                         *CURRENT SURVEY CONTROL
 ML0870  ______________________________________________________________________
 ML0870* NAD 83(1986) POSITION- 41 53 35.43   (N) 099 36 19.04   (W)   HD_HELD1
 ML0870* NAVD 88 ORTHO HEIGHT -   728.015 (meters)     2388.50  (feet) ADJUSTED
 ML0870  ______________________________________________________________________
 ML0870  GEOID HEIGHT    -        -22.725 (meters)                     GEOID18
 ML0870  DYNAMIC HEIGHT  -        727.670 (meters)     2387.36  (feet) COMP
 ML0870  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 ML0870
 ML0870  VERT ORDER      -  SECOND    CLASS 0
 ML0870
 ML0870.The horizontal coordinates were determined by differentially corrected
 ML0870.hand held GPS observations or other comparable positioning techniques
 ML0870.and have an estimated accuracy of +/- 3 meters.
 ML0870
 ML0870.The orthometric height was determined by differential leveling and
 ML0870.adjusted by the NATIONAL GEODETIC SURVEY
 ML0870.in June 1991.
 ML0870
 ML0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0870.GEOID18 height accuracy estimate available here.
 ML0870
 ML0870.Click photographs - Photos may exist for this station.
 ML0870
 ML0870.The dynamic height is computed by dividing the NAVD 88
 ML0870.geopotential number by the normal gravity value computed on the
 ML0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0870.degrees latitude (g = 980.6199 gals.).
 ML0870
 ML0870.The modeled gravity was interpolated from observed gravity values.
 ML0870
 ML0870;                    North         East    Units  Estimated Accuracy
 ML0870;SPC NE       -   228,771.1     532,746.2     MT  (+/- 3 meters HH1 GPS) 
 ML0870
 ML0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4978738092(NAD 83)
 ML0870
 ML0870                          SUPERSEDED SURVEY CONTROL
 ML0870
 ML0870  NGVD 29 (??/??/92)  727.751  (m)         2387.63   (f) ADJ UNCH    2 0
 ML0870
 ML0870.Superseded values are not recommended for survey control.
 ML0870
 ML0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0870.See file dsdata.pdf to determine how the superseded data were derived.
 ML0870
 ML0870_MARKER: DB = BENCH MARK DISK
 ML0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0870_STAMPING: E 72 1935
 ML0870_MARK LOGO: CGS
 ML0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0870+STABILITY: SURFACE MOTION
 ML0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0870+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 ML0870
 ML0870  HISTORY     - Date     Condition        Report By
 ML0870  HISTORY     - 1935     MONUMENTED       CGS
 ML0870  HISTORY     - 20121204 GOOD             INDIV
 ML0870
 ML0870                          STATION DESCRIPTION
 ML0870
 ML0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0870'16.1 MI E FROM BREWSTER.
 ML0870'16.1 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0870'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 55 FEET EAST OF THE
 ML0870'CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF THE EAST END OF
 ML0870'CATTLEGATE, 1.0 FOOT SOUTH OF LINE FENCE, AND 13 FEET EAST OF
 ML0870'RIGHT OF WAY FENCE.
 ML0870
 ML0870                          STATION RECOVERY (2012)
 ML0870
 ML0870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0870'FOUND MARK IN GOOD CONDITION, PROJECTS 0.10 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0086 ***********************************************************************
 NO0086  DESIGNATION -  E 73
 NO0086  PID         -  NO0086
 NO0086  STATE/COUNTY-  NE/CHERRY
 NO0086  COUNTRY     -  US
 NO0086  USGS QUAD   -  MULE LAKE (2017)
 NO0086
 NO0086                         *CURRENT SURVEY CONTROL
 NO0086  ______________________________________________________________________
 NO0086* NAD 83(1986) POSITION- 42 29 31.     (N) 100 38 15.     (W)   SCALED
 NO0086* NAVD 88 ORTHO HEIGHT -   900.626 (meters)     2954.80  (feet) ADJUSTED
 NO0086  ______________________________________________________________________
 NO0086  GEOID HEIGHT    -        -21.428 (meters)                     GEOID18
 NO0086  DYNAMIC HEIGHT  -        900.200 (meters)     2953.41  (feet) COMP
 NO0086  MODELED GRAVITY -    980,118.9   (mgal)                       NAVD 88
 NO0086
 NO0086  VERT ORDER      -  SECOND    CLASS 0
 NO0086
 NO0086.The horizontal coordinates were scaled from a map and have
 NO0086.an estimated accuracy of +/- 6 seconds.
 NO0086
 NO0086.The orthometric height was determined by differential leveling and
 NO0086.adjusted by the NATIONAL GEODETIC SURVEY
 NO0086.in June 1991.
 NO0086
 NO0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0086.GEOID18 height accuracy estimate available here.
 NO0086
 NO0086.Click photographs - Photos may exist for this station.
 NO0086
 NO0086.The dynamic height is computed by dividing the NAVD 88
 NO0086.geopotential number by the normal gravity value computed on the
 NO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0086.degrees latitude (g = 980.6199 gals.).
 NO0086
 NO0086.The modeled gravity was interpolated from observed gravity values.
 NO0086
 NO0086;                    North         East    Units  Estimated Accuracy
 NO0086;SPC NE       -   295,380.      447,600.      MT  (+/- 180 meters Scaled)
 NO0086
 NO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN654056(NAD 83)
 NO0086
 NO0086                          SUPERSEDED SURVEY CONTROL
 NO0086
 NO0086  NGVD 29 (??/??/92)  900.309  (m)         2953.76   (f) ADJ UNCH    2 0
 NO0086
 NO0086.Superseded values are not recommended for survey control.
 NO0086
 NO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0086.See file dsdata.pdf to determine how the superseded data were derived.
 NO0086
 NO0086_MARKER: DB = BENCH MARK DISK
 NO0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0086_STAMPING: E 73 1934
 NO0086_MARK LOGO: CGS
 NO0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0086+STABILITY: SURFACE MOTION
 NO0086
 NO0086  HISTORY     - Date     Condition        Report By
 NO0086  HISTORY     - 1934     MONUMENTED       CGS
 NO0086  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0086
 NO0086                          STATION DESCRIPTION
 NO0086
 NO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0086'4.6 MI NE FROM CONTERRA.
 NO0086'ABOUT 4.6 MILES NORTHEAST ALONG THE SIMEON ROAD FROM THE POST
 NO0086'OFFICE AT CONTERRA, CHERRY COUNTY, ABOUT 80 FEET WEST OF AN
 NO0086'AUTOMOBILE GATE, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NO0086'24 FEET EAST OF A FENCE CORNER, AND 2 FEET NORTH OF THE FENCE.
 NO0086'A STANDARD DISK, STAMPED E 73 1934 AND SET IN THE TOP OF A CONCRETE
 NO0086'POST.
 NO0086
 NO0086                          STATION RECOVERY (1984)
 NO0086
 NO0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0017 ***********************************************************************
 MN0017  DESIGNATION -  E 74
 MN0017  PID         -  MN0017
 MN0017  STATE/COUNTY-  NE/GARDEN
 MN0017  COUNTRY     -  US
 MN0017  USGS QUAD   -  HESSEY LAKE (2017)
 MN0017
 MN0017                         *CURRENT SURVEY CONTROL
 MN0017  ______________________________________________________________________
 MN0017* NAD 83(1986) POSITION- 41 50 09.17   (N) 102 20 34.11   (W)   HD_HELD1
 MN0017* NAVD 88 ORTHO HEIGHT -  1175.686 (meters)     3857.23  (feet) ADJUSTED
 MN0017  ______________________________________________________________________
 MN0017  GEOID HEIGHT    -        -19.320 (meters)                     GEOID18
 MN0017  DYNAMIC HEIGHT  -       1174.983 (meters)     3854.92  (feet) COMP
 MN0017  MODELED GRAVITY -    979,983.7   (mgal)                       NAVD 88
 MN0017
 MN0017  VERT ORDER      -  SECOND    CLASS 0
 MN0017
 MN0017.The horizontal coordinates were determined by differentially corrected
 MN0017.hand held GPS observations or other comparable positioning techniques
 MN0017.and have an estimated accuracy of +/- 3 meters.
 MN0017
 MN0017.The orthometric height was determined by differential leveling and
 MN0017.adjusted by the NATIONAL GEODETIC SURVEY
 MN0017.in June 1991.
 MN0017
 MN0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0017.GEOID18 height accuracy estimate available here.
 MN0017
 MN0017.Click photographs - Photos may exist for this station.
 MN0017
 MN0017.The dynamic height is computed by dividing the NAVD 88
 MN0017.geopotential number by the normal gravity value computed on the
 MN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0017.degrees latitude (g = 980.6199 gals.).
 MN0017
 MN0017.The modeled gravity was interpolated from observed gravity values.
 MN0017
 MN0017;                    North         East    Units  Estimated Accuracy
 MN0017;SPC NE       -   224,970.3     305,485.6     MT  (+/- 3 meters HH1 GPS) 
 MN0017
 MN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2063534968(NAD 83)
 MN0017
 MN0017                          SUPERSEDED SURVEY CONTROL
 MN0017
 MN0017  NGVD 29 (??/??/92) 1175.140  (m)         3855.44   (f) ADJ UNCH    2 0
 MN0017
 MN0017.Superseded values are not recommended for survey control.
 MN0017
 MN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0017.See file dsdata.pdf to determine how the superseded data were derived.
 MN0017
 MN0017_MARKER: DB = BENCH MARK DISK
 MN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0017_STAMPING: E 74 1934
 MN0017_MARK LOGO: CGS
 MN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0017+STABILITY: SURFACE MOTION
 MN0017
 MN0017  HISTORY     - Date     Condition        Report By
 MN0017  HISTORY     - 1934     MONUMENTED       CGS
 MN0017  HISTORY     - 1938     GOOD             CGS
 MN0017  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0017
 MN0017                          STATION DESCRIPTION
 MN0017
 MN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0017'19.1 MI S FROM ELLSWORTH.
 MN0017'IN GARDEN COUNTY, 19.1 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0017'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0017'STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.2 MILE NORTHEAST OF A
 MN0017'GROUP OF THREE HOUSES, 36 FEET WEST OF THE CENTER OF AN AUTO
 MN0017'GATE, AND 3 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MN0017'DISK, STAMPED E 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0017
 MN0017                          STATION RECOVERY (1938)
 MN0017
 MN0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0017'RECOVERED IN GOOD CONDITION.
 MN0017
 MN0017                          STATION RECOVERY (1984)
 MN0017
 MN0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0087 ***********************************************************************
 NP0087  DESIGNATION -  E 75
 NP0087  PID         -  NP0087
 NP0087  STATE/COUNTY-  NE/SHERIDAN
 NP0087  COUNTRY     -  US
 NP0087  USGS QUAD   -  DOLLY WARDEN LAKE (2017)
 NP0087
 NP0087                         *CURRENT SURVEY CONTROL
 NP0087  ______________________________________________________________________
 NP0087* NAD 83(1986) POSITION- 42 22 32.     (N) 102 08 19.     (W)   SCALED
 NP0087* NAVD 88 ORTHO HEIGHT -  1175.247 (meters)     3855.79  (feet) ADJUSTED
 NP0087  ______________________________________________________________________
 NP0087  GEOID HEIGHT    -        -18.483 (meters)                     GEOID18
 NP0087  DYNAMIC HEIGHT  -       1174.626 (meters)     3853.75  (feet) COMP
 NP0087  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 NP0087
 NP0087  VERT ORDER      -  SECOND    CLASS 0
 NP0087
 NP0087.The horizontal coordinates were scaled from a map and have
 NP0087.an estimated accuracy of +/- 6 seconds.
 NP0087
 NP0087.The orthometric height was determined by differential leveling and
 NP0087.adjusted by the NATIONAL GEODETIC SURVEY
 NP0087.in June 1991.
 NP0087
 NP0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0087.GEOID18 height accuracy estimate available here.
 NP0087
 NP0087.Click photographs - Photos may exist for this station.
 NP0087
 NP0087.The dynamic height is computed by dividing the NAVD 88
 NP0087.geopotential number by the normal gravity value computed on the
 NP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0087.degrees latitude (g = 980.6199 gals.).
 NP0087
 NP0087.The modeled gravity was interpolated from observed gravity values.
 NP0087
 NP0087;                    North         East    Units  Estimated Accuracy
 NP0087;SPC NE       -   284,440.      323,920.      MT  (+/- 180 meters Scaled)
 NP0087
 NP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG355954(NAD 83)
 NP0087
 NP0087                          SUPERSEDED SURVEY CONTROL
 NP0087
 NP0087  NGVD 29 (??/??/92) 1174.724  (m)         3854.07   (f) ADJ UNCH    2 0
 NP0087
 NP0087.Superseded values are not recommended for survey control.
 NP0087
 NP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0087.See file dsdata.pdf to determine how the superseded data were derived.
 NP0087
 NP0087_MARKER: DB = BENCH MARK DISK
 NP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0087_STAMPING: E 75 1934
 NP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0087+STABILITY: SURFACE MOTION
 NP0087
 NP0087  HISTORY     - Date     Condition        Report By
 NP0087  HISTORY     - 1934     MONUMENTED       CGS
 NP0087  HISTORY     - 1948     MARK NOT FOUND   USGS
 NP0087
 NP0087                          STATION DESCRIPTION
 NP0087
 NP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0087'28.9 MI N FROM ELLSWORTH.
 NP0087'28.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0087'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0087'COUNTY, 8 MILES SOUTH OF THE SPRING LAKE RANCH, AT THE SOUTH
 NP0087'GATE TO THE J.B. STRASBURGER RANCH, 18 FEET WEST OF THE CENTER
 NP0087'OF AN AUTO GATE, AND 1-1/2 FEET SOUTH OF THE YARD FENCE.  A
 NP0087'STANDARD DISK, STAMPED E 75 1934 AND SET IN THE TOP OF A CONCRETE
 NP0087'POST.
 NP0087
 NP0087                          STATION RECOVERY (1948)
 NP0087
 NP0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NP0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0226 ***********************************************************************
 MN0226  DESIGNATION -  E 76
 MN0226  PID         -  MN0226
 MN0226  STATE/COUNTY-  NE/KIMBALL
 MN0226  COUNTRY     -  US
 MN0226  USGS QUAD   -  BUSHNELL (2017)
 MN0226
 MN0226                         *CURRENT SURVEY CONTROL
 MN0226  ______________________________________________________________________
 MN0226* NAD 83(1986) POSITION- 41 13 50.     (N) 103 53 31.     (W)   SCALED
 MN0226* NAVD 88 ORTHO HEIGHT -  1484.491 (meters)     4870.37  (feet) ADJUSTED
 MN0226  ______________________________________________________________________
 MN0226  GEOID HEIGHT    -        -18.412 (meters)                     GEOID18
 MN0226  DYNAMIC HEIGHT  -       1483.383 (meters)     4866.73  (feet) COMP
 MN0226  MODELED GRAVITY -    979,824.8   (mgal)                       NAVD 88
 MN0226
 MN0226  VERT ORDER      -  SECOND    CLASS 0
 MN0226
 MN0226.The horizontal coordinates were scaled from a map and have
 MN0226.an estimated accuracy of +/- 6 seconds.
 MN0226
 MN0226.The orthometric height was determined by differential leveling and
 MN0226.adjusted by the NATIONAL GEODETIC SURVEY
 MN0226.in June 1991.
 MN0226
 MN0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0226.GEOID18 height accuracy estimate available here.
 MN0226
 MN0226.Click photographs - Photos may exist for this station.
 MN0226
 MN0226.The dynamic height is computed by dividing the NAVD 88
 MN0226.geopotential number by the normal gravity value computed on the
 MN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0226.degrees latitude (g = 980.6199 gals.).
 MN0226
 MN0226.The modeled gravity was interpolated from observed gravity values.
 MN0226
 MN0226;                    North         East    Units  Estimated Accuracy
 MN0226;SPC NE       -   162,470.      173,910.      MT  (+/- 180 meters Scaled)
 MN0226
 MN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF928649(NAD 83)
 MN0226
 MN0226                          SUPERSEDED SURVEY CONTROL
 MN0226
 MN0226  NGVD 29 (??/??/92) 1483.755  (m)         4867.95   (f) ADJ UNCH    2 0
 MN0226
 MN0226.Superseded values are not recommended for survey control.
 MN0226
 MN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0226.See file dsdata.pdf to determine how the superseded data were derived.
 MN0226
 MN0226_MARKER: DB = BENCH MARK DISK
 MN0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0226_SP_SET: WATER TANK
 MN0226_STAMPING: E 76 1934
 MN0226_MARK LOGO: CGS
 MN0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0226
 MN0226  HISTORY     - Date     Condition        Report By
 MN0226  HISTORY     - 1934     MONUMENTED       CGS
 MN0226  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0226
 MN0226                          STATION DESCRIPTION
 MN0226
 MN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0226'AT BUSHNELL.
 MN0226'AT BUSHNELL, KIMBALL COUNTY, ON THE UNION PACIFIC RAILROAD, 10
 MN0226'RAILS WEST OF THE STATION, 0.3 MILE EAST OF MILEPOST 457, 138.4
 MN0226'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, AT A WATER
 MN0226'TANK, IN THE MIDDLE OF THE SOUTH SIDE OF THE MAIN ABUTMENT, AND
 MN0226'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0226'E 76 1934.
 MN0226
 MN0226                          STATION RECOVERY (1972)
 MN0226
 MN0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0107 ***********************************************************************
 MN0107  DESIGNATION -  E 77
 MN0107  PID         -  MN0107
 MN0107  STATE/COUNTY-  NE/CHEYENNE
 MN0107  COUNTRY     -  US
 MN0107  USGS QUAD   -  SIDNEY (2017)
 MN0107
 MN0107                         *CURRENT SURVEY CONTROL
 MN0107  ______________________________________________________________________
 MN0107* NAD 83(1986) POSITION- 41 08 43.     (N) 102 58 50.     (W)   SCALED
 MN0107* NAVD 88 ORTHO HEIGHT -  1247.201 (meters)     4091.86  (feet) ADJUSTED
 MN0107  ______________________________________________________________________
 MN0107  GEOID HEIGHT    -        -19.787 (meters)                     GEOID18
 MN0107  DYNAMIC HEIGHT  -       1246.326 (meters)     4088.99  (feet) COMP
 MN0107  MODELED GRAVITY -    979,878.6   (mgal)                       NAVD 88
 MN0107
 MN0107  VERT ORDER      -  FIRST     CLASS II
 MN0107
 MN0107.The horizontal coordinates were scaled from a map and have
 MN0107.an estimated accuracy of +/- 6 seconds.
 MN0107
 MN0107.The orthometric height was determined by differential leveling and
 MN0107.adjusted by the NATIONAL GEODETIC SURVEY
 MN0107.in June 1991.
 MN0107
 MN0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0107.GEOID18 height accuracy estimate available here.
 MN0107
 MN0107.Click photographs - Photos may exist for this station.
 MN0107
 MN0107.The dynamic height is computed by dividing the NAVD 88
 MN0107.geopotential number by the normal gravity value computed on the
 MN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0107.degrees latitude (g = 980.6199 gals.).
 MN0107
 MN0107.The modeled gravity was interpolated from observed gravity values.
 MN0107
 MN0107;                    North         East    Units  Estimated Accuracy
 MN0107;SPC NE       -   149,970.      249,910.      MT  (+/- 180 meters Scaled)
 MN0107
 MN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694568(NAD 83)
 MN0107
 MN0107                          SUPERSEDED SURVEY CONTROL
 MN0107
 MN0107  NGVD 29 (??/??/92) 1246.628  (m)         4089.98   (f) ADJ UNCH    1 2
 MN0107
 MN0107.Superseded values are not recommended for survey control.
 MN0107
 MN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0107.See file dsdata.pdf to determine how the superseded data were derived.
 MN0107
 MN0107_MARKER: DB = BENCH MARK DISK
 MN0107_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MN0107_SP_SET: BUILDING STEP
 MN0107_STAMPING: E 77 1934
 MN0107_MARK LOGO: CGS
 MN0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0107
 MN0107  HISTORY     - Date     Condition        Report By
 MN0107  HISTORY     - 1934     MONUMENTED       CGS
 MN0107  HISTORY     - 1982     POOR             USACE
 MN0107  HISTORY     - 1985     GOOD             NGS
 MN0107
 MN0107                          STATION DESCRIPTION
 MN0107
 MN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0107'AT SIDNEY.
 MN0107'AT SIDNEY, CHEYENNE COUNTY, ON THE UNION PACIFIC RAILROAD, 96
 MN0107'YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AT THE JOHN
 MN0107'DEERE IMPLEMENT CO. BUILDING AT 812 THIRTEENTH AVENUE, IN THE
 MN0107'FRONT OF THE BUILDING, 4.8 FEET SOUTH OF THE CENTER OF THE FRONT
 MN0107'DOORWAY, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 MN0107'E 77 1934.
 MN0107
 MN0107                          STATION RECOVERY (1982)
 MN0107
 MN0107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1982
 MN0107'MARK RECOVERED IN POOR CONDITION.
 MN0107
 MN0107                          STATION RECOVERY (1985)
 MN0107
 MN0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0107'RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 MN0107'THE BUILDING DESCRIBED IS NOW THE CABELAS SPORTING GOODS STORE.
 MN0107'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0541 ***********************************************************************
 MK0541  DESIGNATION -  E 78
 MK0541  PID         -  MK0541
 MK0541  STATE/COUNTY-  NE/SARPY
 MK0541  COUNTRY     -  US
 MK0541  USGS QUAD   -  RALSTON (2017)
 MK0541
 MK0541                         *CURRENT SURVEY CONTROL
 MK0541  ______________________________________________________________________
 MK0541* NAD 83(1986) POSITION- 41 09 08.     (N) 096 00 50.     (W)   SCALED
 MK0541* NAVD 88 ORTHO HEIGHT -   303.903 (meters)      997.06  (feet) ADJUSTED
 MK0541  ______________________________________________________________________
 MK0541  GEOID HEIGHT    -        -27.070 (meters)                     GEOID18
 MK0541  DYNAMIC HEIGHT  -        303.778 (meters)      996.65  (feet) COMP
 MK0541  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 MK0541
 MK0541  VERT ORDER      -  SECOND    CLASS 0
 MK0541
 MK0541.The horizontal coordinates were scaled from a map and have
 MK0541.an estimated accuracy of +/- 6 seconds.
 MK0541
 MK0541.The orthometric height was determined by differential leveling and
 MK0541.adjusted by the NATIONAL GEODETIC SURVEY
 MK0541.in June 1991.
 MK0541
 MK0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0541.GEOID18 height accuracy estimate available here.
 MK0541
 MK0541.Click photographs - Photos may exist for this station.
 MK0541
 MK0541.The dynamic height is computed by dividing the NAVD 88
 MK0541.geopotential number by the normal gravity value computed on the
 MK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0541.degrees latitude (g = 980.6199 gals.).
 MK0541
 MK0541.The modeled gravity was interpolated from observed gravity values.
 MK0541
 MK0541;                    North         East    Units  Estimated Accuracy
 MK0541;SPC NE       -   154,140.      834,370.      MT  (+/- 180 meters Scaled)
 MK0541
 MK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL505599(NAD 83)
 MK0541
 MK0541                          SUPERSEDED SURVEY CONTROL
 MK0541
 MK0541  NGVD 29 (??/??/92)  303.796  (m)          996.70   (f) ADJ UNCH    2 0
 MK0541
 MK0541.Superseded values are not recommended for survey control.
 MK0541
 MK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0541.See file dsdata.pdf to determine how the superseded data were derived.
 MK0541
 MK0541_MARKER: DB = BENCH MARK DISK
 MK0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0541_STAMPING: E 78 1934
 MK0541_MARK LOGO: CGS
 MK0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0541+STABILITY: SURFACE MOTION
 MK0541
 MK0541  HISTORY     - Date     Condition        Report By
 MK0541  HISTORY     - 1934     MONUMENTED       CGS
 MK0541  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0541
 MK0541                          STATION DESCRIPTION
 MK0541
 MK0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0541'1.6 MI E FROM PAPILLION.
 MK0541'ALONG THE UNION PACIFIC RAILROAD BETWEEN GILMORE AND MILLARD,
 MK0541'NEBRASKA, 127 FEET NORTH OF NORTH END OF BRIDGE OVER SMALL
 MK0541'CREEK, 78 FEET NORTH OF NORTH RAIL, 43 FEET WEST OF CENTER LINE
 MK0541'OF ROAD, 9 FEET SOUTH OF RIGHT OF WAY FENCE, AND ABOUT 6 FEET
 MK0541'BELOW THE LEVEL OF THE ROAD BED.
 MK0541
 MK0541                          STATION RECOVERY (1955)
 MK0541
 MK0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0669 ***********************************************************************
 MK0669  DESIGNATION -  E 79
 MK0669  PID         -  MK0669
 MK0669  STATE/COUNTY-  NE/SARPY
 MK0669  COUNTRY     -  US
 MK0669  USGS QUAD   -  RALSTON (2017)
 MK0669
 MK0669                         *CURRENT SURVEY CONTROL
 MK0669  ______________________________________________________________________
 MK0669* NAD 83(1986) POSITION- 41 11 28.     (N) 096 03 26.     (W)   SCALED
 MK0669* NAVD 88 ORTHO HEIGHT -   345.530 (meters)     1133.63  (feet) ADJUSTED
 MK0669  ______________________________________________________________________
 MK0669  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 MK0669  DYNAMIC HEIGHT  -        345.387 (meters)     1133.16  (feet) COMP
 MK0669  MODELED GRAVITY -    980,198.4   (mgal)                       NAVD 88
 MK0669
 MK0669  VERT ORDER      -  SECOND    CLASS 0
 MK0669
 MK0669.The horizontal coordinates were scaled from a map and have
 MK0669.an estimated accuracy of +/- 6 seconds.
 MK0669
 MK0669.The orthometric height was determined by differential leveling and
 MK0669.adjusted by the NATIONAL GEODETIC SURVEY
 MK0669.in June 1991.
 MK0669
 MK0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0669.GEOID18 height accuracy estimate available here.
 MK0669
 MK0669.Click photographs - Photos may exist for this station.
 MK0669
 MK0669.The dynamic height is computed by dividing the NAVD 88
 MK0669.geopotential number by the normal gravity value computed on the
 MK0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0669.degrees latitude (g = 980.6199 gals.).
 MK0669
 MK0669.The modeled gravity was interpolated from observed gravity values.
 MK0669
 MK0669;                    North         East    Units  Estimated Accuracy
 MK0669;SPC NE       -   158,290.      830,540.      MT  (+/- 180 meters Scaled)
 MK0669
 MK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL467641(NAD 83)
 MK0669
 MK0669                          SUPERSEDED SURVEY CONTROL
 MK0669
 MK0669  NGVD 29 (??/??/92)  345.370  (m)         1133.10   (f) ADJ UNCH    2 0
 MK0669
 MK0669.Superseded values are not recommended for survey control.
 MK0669
 MK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0669.See file dsdata.pdf to determine how the superseded data were derived.
 MK0669
 MK0669_MARKER: DB = BENCH MARK DISK
 MK0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0669_STAMPING: E 79 1935
 MK0669_MARK LOGO: CGS
 MK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0669+STABILITY: SURFACE MOTION
 MK0669
 MK0669  HISTORY     - Date     Condition        Report By
 MK0669  HISTORY     - 1935     MONUMENTED       CGS
 MK0669  HISTORY     - 1950     MARK NOT FOUND   CGS
 MK0669  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0669
 MK0669                          STATION DESCRIPTION
 MK0669
 MK0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0669'1.5 MI SW FROM RALSTON.
 MK0669'IN SARPY COUNTY, 1.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON
 MK0669'AND QUINCY RAILROAD FROM THE STATION AT RALSTON, DOUGLAS COUNTY,
 MK0669'27.6 FEET WEST OF AN OVERHEAD BRIDGE, AT A ROAD CROSSING, 36.7
 MK0669'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 24.4 FEET NORTH
 MK0669'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED E 79 1935 AND SET IN
 MK0669'THE TOP OF A CONCRETE POST.  NOTE-- A NEW OVERHEAD BRIDGE HAS BEEN
 MK0669'BUILT AND THE MARK IS BELIEVED TO BE UNDER A DEEP FILL.  THE NEW
 MK0669'BRIDGE WAS BUILT IN 1939.
 MK0669
 MK0669                          STATION RECOVERY (1955)
 MK0669
 MK0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0669'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0213 ***********************************************************************
 MM0213  DESIGNATION -  E 8
 MM0213  PID         -  MM0213
 MM0213  STATE/COUNTY-  NE/KEITH
 MM0213  COUNTRY     -  US
 MM0213  USGS QUAD   -  KEYSTONE (2017)
 MM0213
 MM0213                         *CURRENT SURVEY CONTROL
 MM0213  ______________________________________________________________________
 MM0213* NAD 83(1986) POSITION- 41 07 41.     (N) 101 32 12.     (W)   SCALED
 MM0213* NAVD 88 ORTHO HEIGHT -   958.226 (meters)     3143.78  (feet) POSTED
 MM0213  ______________________________________________________________________
 MM0213  GEOID HEIGHT    -        -21.265 (meters)                     GEOID18
 MM0213  DYNAMIC HEIGHT  -        957.64  (meters)     3141.9   (feet) COMP
 MM0213  MODELED GRAVITY -    979,977.2   (mgal)                       NAVD 88
 MM0213
 MM0213  VERT ORDER      -  * POSTED, SEE BELOW
 MM0213
 MM0213.The horizontal coordinates were scaled from a map and have
 MM0213.an estimated accuracy of +/- 6 seconds.
 MM0213
 MM0213.The orthometric height was determined by differential leveling
 MM0213.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MM0213
 MM0213.* This is a POSTED BENCH MARK height.
 MM0213
 MM0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0213.GEOID18 height accuracy estimate available here.
 MM0213
 MM0213.Click photographs - Photos may exist for this station.
 MM0213
 MM0213.The dynamic height is computed by dividing the NAVD 88
 MM0213.geopotential number by the normal gravity value computed on the
 MM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0213.degrees latitude (g = 980.6199 gals.).
 MM0213
 MM0213.The modeled gravity was interpolated from observed gravity values.
 MM0213
 MM0213;                    North         East    Units  Estimated Accuracy
 MM0213;SPC NE       -   144,890.      371,010.      MT  (+/- 180 meters Scaled)
 MM0213
 MM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL870560(NAD 83)
 MM0213
 MM0213                          SUPERSEDED SURVEY CONTROL
 MM0213
 MM0213  NGVD 29 (??/??/92)  957.810  (m)         3142.42   (f) ADJ UNCH    1 2
 MM0213
 MM0213.Superseded values are not recommended for survey control.
 MM0213
 MM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0213.See file dsdata.pdf to determine how the superseded data were derived.
 MM0213
 MM0213_MARKER: DB = BENCH MARK DISK
 MM0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MM0213_SP_SET: CULVERT
 MM0213_STAMPING: 3142.415 E 8 1933
 MM0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0213
 MM0213  HISTORY     - Date     Condition        Report By
 MM0213  HISTORY     - 1933     MONUMENTED       CGS
 MM0213  HISTORY     - 1934     GOOD             CGS
 MM0213  HISTORY     - 1978     GOOD             LOCENG
 MM0213  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0213
 MM0213                          STATION DESCRIPTION
 MM0213
 MM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0213'9.6 MI E FROM OGALLALA.
 MM0213'ABOUT 9.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0213'OGALLALA, KEITH COUNTY, ABOUT 8 POLES WEST OF MILEPOST 325,
 MM0213'AT 36-INCH PIPE CULVERT 325.16, IN THE TOP OF THE WEST END OF
 MM0213'THE NORTH CONCRETE HEAD WALL, ABOUT 150 FEET SOUTH OF THE CENTER
 MM0213'LINE OF U.S. HIGHWAY 30, 14.8 FEET NORTH OF THE NORTH RAIL OF
 MM0213'THE NORTH MAIN TRACK, AND 33.2 FEET SOUTH OF THE NORTH
 MM0213'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3142.415 E 8 1933.
 MM0213
 MM0213                          STATION RECOVERY (1934)
 MM0213
 MM0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0213'RECOVERED IN GOOD CONDITION.
 MM0213
 MM0213                          STATION RECOVERY (1978)
 MM0213
 MM0213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 MM0213'RECOVERED IN GOOD CONDITION.
 MM0213
 MM0213                          STATION RECOVERY (1986)
 MM0213
 MM0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0213'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0373 ***********************************************************************
 LG0373  DESIGNATION -  E 80
 LG0373  PID         -  LG0373
 LG0373  STATE/COUNTY-  NE/LANCASTER
 LG0373  COUNTRY     -  US
 LG0373  USGS QUAD   -  LINCOLN (2017)
 LG0373
 LG0373                         *CURRENT SURVEY CONTROL
 LG0373  ______________________________________________________________________
 LG0373* NAD 83(1986) POSITION- 40 51 26.     (N) 096 38 39.     (W)   SCALED
 LG0373* NAVD 88 ORTHO HEIGHT -   351.147 (meters)     1152.05  (feet) ADJUSTED
 LG0373  ______________________________________________________________________
 LG0373  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 LG0373  DYNAMIC HEIGHT  -        350.995 (meters)     1151.56  (feet) COMP
 LG0373  MODELED GRAVITY -    980,182.8   (mgal)                       NAVD 88
 LG0373
 LG0373  VERT ORDER      -  SECOND    CLASS 0
 LG0373
 LG0373.The horizontal coordinates were scaled from a map and have
 LG0373.an estimated accuracy of +/- 6 seconds.
 LG0373
 LG0373.The orthometric height was determined by differential leveling and
 LG0373.adjusted by the NATIONAL GEODETIC SURVEY
 LG0373.in June 1991.
 LG0373
 LG0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0373.GEOID18 height accuracy estimate available here.
 LG0373
 LG0373.Click photographs - Photos may exist for this station.
 LG0373
 LG0373.The dynamic height is computed by dividing the NAVD 88
 LG0373.geopotential number by the normal gravity value computed on the
 LG0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0373.degrees latitude (g = 980.6199 gals.).
 LG0373
 LG0373.The modeled gravity was interpolated from observed gravity values.
 LG0373
 LG0373;                    North         East    Units  Estimated Accuracy
 LG0373;SPC NE       -   119,170.      782,800.      MT  (+/- 180 meters Scaled)
 LG0373
 LG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL985255(NAD 83)
 LG0373
 LG0373                          SUPERSEDED SURVEY CONTROL
 LG0373
 LG0373  NGVD 29 (??/??/92)  351.045  (m)         1151.72   (f) ADJ UNCH    2 0
 LG0373
 LG0373.Superseded values are not recommended for survey control.
 LG0373
 LG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0373.See file dsdata.pdf to determine how the superseded data were derived.
 LG0373
 LG0373_MARKER: DB = BENCH MARK DISK
 LG0373_STAMPING: E 80 1935
 LG0373_MARK LOGO: CGS
 LG0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0373
 LG0373  HISTORY     - Date     Condition        Report By
 LG0373  HISTORY     - 1935     MONUMENTED       CGS
 LG0373  HISTORY     - 1939     GOOD             CGS
 LG0373
 LG0373                          STATION DESCRIPTION
 LG0373
 LG0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0373'IN HAVELOCK.
 LG0373'AT HAVELOCK, 99 FEET EAST OF THE EAST RAIL.  90 FEET SOUTHEAST OF
 LG0373'R.R. BRIDGE NO. 54.82.  37 FEET WEST OF CITY FIRE HYDRANT.  21
 LG0373'FEET NORTH OF THE CENTERLINE OF HAVELOCK AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0374 ***********************************************************************
 LG0374  DESIGNATION -  E 80 RESET
 LG0374  PID         -  LG0374
 LG0374  STATE/COUNTY-  NE/LANCASTER
 LG0374  COUNTRY     -  US
 LG0374  USGS QUAD   -  LINCOLN (2017)
 LG0374
 LG0374                         *CURRENT SURVEY CONTROL
 LG0374  ______________________________________________________________________
 LG0374* NAD 83(1986) POSITION- 40 51 26.     (N) 096 38 39.     (W)   SCALED
 LG0374* NAVD 88 ORTHO HEIGHT -   351.14  (+/-2cm)     1152.0   (feet) VERTCON
 LG0374  ______________________________________________________________________
 LG0374  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 LG0374  VERT ORDER      -  THIRD (See Below)
 LG0374
 LG0374.The horizontal coordinates were scaled from a map and have
 LG0374.an estimated accuracy of +/- 6 seconds.
 LG0374
 LG0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0374
 LG0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0374.GEOID18 height accuracy estimate available here.
 LG0374
 LG0374.The vertical order pertains to the NGVD 29 superseded value.
 LG0374
 LG0374.Click photographs - Photos may exist for this station.
 LG0374
 LG0374;                    North         East    Units  Estimated Accuracy
 LG0374;SPC NE       -   119,170.      782,800.      MT  (+/- 180 meters Scaled)
 LG0374
 LG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL985255(NAD 83)
 LG0374
 LG0374                          SUPERSEDED SURVEY CONTROL
 LG0374
 LG0374  NGVD 29 (??/??/??)  351.05   (m)         1151.7    (f) RESET       3  
 LG0374
 LG0374.Superseded values are not recommended for survey control.
 LG0374
 LG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0374.See file dsdata.pdf to determine how the superseded data were derived.
 LG0374
 LG0374_MARKER: DB = BENCH MARK DISK
 LG0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0374_STAMPING: E 80 RESET 1938
 LG0374_MARK LOGO: CGS
 LG0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0374+STABILITY: SURFACE MOTION
 LG0374
 LG0374  HISTORY     - Date     Condition        Report By
 LG0374  HISTORY     - 1938     MONUMENTED       NEDR
 LG0374  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0374  HISTORY     - 20070110 MARK NOT FOUND   NEDR
 LG0374
 LG0374                          STATION DESCRIPTION
 LG0374
 LG0374'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1938
 LG0374'AT HAVELOCK.
 LG0374'AT HAVELOCK, LANCASTER COUNTY, ONE BLOCK WEST OF THE CHICAGO,
 LG0374'BURLINGTON AND QUINCY RAILROAD STATION, 77 FEET SOUTHEAST OF
 LG0374'THE SOUTHEAST RAIL, AND 6.9 FEET NORTH OF THE NORTH CURB LINE OF
 LG0374'HAVELOCK AVENUE.  A STANDARD DISK, STAMPED E 80 RESET 1938 AND
 LG0374'SET IN A TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS SET
 LG0374'AT THE SAME ELEVATION AS THE ORIGINAL BENCH MARK.
 LG0374
 LG0374                          STATION RECOVERY (1990)
 LG0374
 LG0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0374'MARK NOT FOUND.
 LG0374
 LG0374                          STATION RECOVERY (2007)
 LG0374
 LG0374'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG0374'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0533 ***********************************************************************
 LG0533  DESIGNATION -  E 81
 LG0533  PID         -  LG0533
 LG0533  STATE/COUNTY-  NE/SEWARD
 LG0533  COUNTRY     -  US
 LG0533  USGS QUAD   -  SEWARD (2017)
 LG0533
 LG0533                         *CURRENT SURVEY CONTROL
 LG0533  ______________________________________________________________________
 LG0533* NAD 83(1986) POSITION- 40 57 33.     (N) 097 04 36.     (W)   SCALED
 LG0533* NAVD 88 ORTHO HEIGHT -   450.819 (meters)     1479.06  (feet) ADJUSTED
 LG0533  ______________________________________________________________________
 LG0533  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 LG0533  DYNAMIC HEIGHT  -        450.585 (meters)     1478.29  (feet) COMP
 LG0533  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 LG0533
 LG0533  VERT ORDER      -  SECOND    CLASS 0
 LG0533
 LG0533.The horizontal coordinates were scaled from a map and have
 LG0533.an estimated accuracy of +/- 6 seconds.
 LG0533
 LG0533.The orthometric height was determined by differential leveling and
 LG0533.adjusted by the NATIONAL GEODETIC SURVEY
 LG0533.in June 1991.
 LG0533
 LG0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0533.GEOID18 height accuracy estimate available here.
 LG0533
 LG0533.Click photographs - Photos may exist for this station.
 LG0533
 LG0533.The dynamic height is computed by dividing the NAVD 88
 LG0533.geopotential number by the normal gravity value computed on the
 LG0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0533.degrees latitude (g = 980.6199 gals.).
 LG0533
 LG0533.The modeled gravity was interpolated from observed gravity values.
 LG0533
 LG0533;                    North         East    Units  Estimated Accuracy
 LG0533;SPC NE       -   129,160.      745,990.      MT  (+/- 180 meters Scaled)
 LG0533
 LG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL618360(NAD 83)
 LG0533
 LG0533                          SUPERSEDED SURVEY CONTROL
 LG0533
 LG0533  NGVD 29 (??/??/92)  450.639  (m)         1478.47   (f) ADJ UNCH    2 0
 LG0533
 LG0533.Superseded values are not recommended for survey control.
 LG0533
 LG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0533.See file dsdata.pdf to determine how the superseded data were derived.
 LG0533
 LG0533_MARKER: DB = BENCH MARK DISK
 LG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0533_STAMPING: E 81 1935
 LG0533_MARK LOGO: CGS
 LG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0533+STABILITY: SURFACE MOTION
 LG0533
 LG0533  HISTORY     - Date     Condition        Report By
 LG0533  HISTORY     - 1935     MONUMENTED       CGS
 LG0533
 LG0533                          STATION DESCRIPTION
 LG0533
 LG0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0533'4.3 MI N FROM SEWARD.
 LG0533'4.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0533'THE STATION AT SEWARD, SEWARD COUNTY, 103.1 FEET SOUTHEAST OF
 LG0533'THE CENTER OF A ROAD CROSSING, 43.2 FEET EAST OF THE EAST RAIL,
 LG0533'AND 7.8 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED E 81 1935
 LG0533'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0492 ***********************************************************************
 LG0492  DESIGNATION -  E 83
 LG0492  PID         -  LG0492
 LG0492  STATE/COUNTY-  NE/SEWARD
 LG0492  COUNTRY     -  US
 LG0492  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0492
 LG0492                         *CURRENT SURVEY CONTROL
 LG0492  ______________________________________________________________________
 LG0492* NAD 83(1986) POSITION- 40 49 07.     (N) 097 15 06.     (W)   SCALED
 LG0492* NAVD 88 ORTHO HEIGHT -   471.982 (meters)     1548.49  (feet) ADJUSTED
 LG0492  ______________________________________________________________________
 LG0492  GEOID HEIGHT    -        -26.850 (meters)                     GEOID18
 LG0492  DYNAMIC HEIGHT  -        471.728 (meters)     1547.66  (feet) COMP
 LG0492  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 LG0492
 LG0492  VERT ORDER      -  SECOND    CLASS 0
 LG0492
 LG0492.The horizontal coordinates were scaled from a map and have
 LG0492.an estimated accuracy of +/- 6 seconds.
 LG0492
 LG0492.The orthometric height was determined by differential leveling and
 LG0492.adjusted by the NATIONAL GEODETIC SURVEY
 LG0492.in June 1991.
 LG0492
 LG0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0492.GEOID18 height accuracy estimate available here.
 LG0492
 LG0492.Click photographs - Photos may exist for this station.
 LG0492
 LG0492.The dynamic height is computed by dividing the NAVD 88
 LG0492.geopotential number by the normal gravity value computed on the
 LG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0492.degrees latitude (g = 980.6199 gals.).
 LG0492
 LG0492.The modeled gravity was interpolated from observed gravity values.
 LG0492
 LG0492;                    North         East    Units  Estimated Accuracy
 LG0492;SPC NE       -   113,080.      731,760.      MT  (+/- 180 meters Scaled)
 LG0492
 LG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL474200(NAD 83)
 LG0492
 LG0492                          SUPERSEDED SURVEY CONTROL
 LG0492
 LG0492  NGVD 29 (??/??/92)  471.800  (m)         1547.90   (f) ADJ UNCH    2 0
 LG0492
 LG0492.Superseded values are not recommended for survey control.
 LG0492
 LG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0492.See file dsdata.pdf to determine how the superseded data were derived.
 LG0492
 LG0492_MARKER: DB = BENCH MARK DISK
 LG0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0492_STAMPING: E 83 1935
 LG0492_MARK LOGO: CGS
 LG0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0492+STABILITY: SURFACE MOTION
 LG0492
 LG0492  HISTORY     - Date     Condition        Report By
 LG0492  HISTORY     - 1935     MONUMENTED       CGS
 LG0492  HISTORY     - 1938     GOOD             CGS
 LG0492
 LG0492                          STATION DESCRIPTION
 LG0492
 LG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0492'2 MI SW FROM GOEHNER.
 LG0492'2.0 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0492'FROM THE STATION AT GOEHNER, SEWARD COUNTY, 690 FEET NORTHEAST
 LG0492'OF A ROAD CROSSING, 51.6 FEET NORTH OF THE NORTH RAIL, 30.3 FEET
 LG0492'WEST OF A GATEPOST, AND 4.6 FEET SOUTH OF A FENCE.  A STANDARD
 LG0492'DISK, STAMPED E 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0492
 LG0492                          STATION RECOVERY (1938)
 LG0492
 LG0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1649 ***********************************************************************
 MK1649  DESIGNATION -  E 85
 MK1649  PID         -  MK1649
 MK1649  STATE/COUNTY-  NE/BOONE
 MK1649  COUNTRY     -  US
 MK1649  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1649
 MK1649                         *CURRENT SURVEY CONTROL
 MK1649  ______________________________________________________________________
 MK1649* NAD 83(1986) POSITION- 41 35 52.     (N) 097 52 58.     (W)   SCALED
 MK1649* NAVD 88 ORTHO HEIGHT -   513.241 (meters)     1683.86  (feet) ADJUSTED
 MK1649  ______________________________________________________________________
 MK1649  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 MK1649  DYNAMIC HEIGHT  -        513.018 (meters)     1683.13  (feet) COMP
 MK1649  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 MK1649
 MK1649  VERT ORDER      -  SECOND    CLASS 0
 MK1649
 MK1649.The horizontal coordinates were scaled from a map and have
 MK1649.an estimated accuracy of +/- 6 seconds.
 MK1649
 MK1649.The orthometric height was determined by differential leveling and
 MK1649.adjusted by the NATIONAL GEODETIC SURVEY
 MK1649.in June 1991.
 MK1649
 MK1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1649.GEOID18 height accuracy estimate available here.
 MK1649
 MK1649.Click photographs - Photos may exist for this station.
 MK1649
 MK1649.The dynamic height is computed by dividing the NAVD 88
 MK1649.geopotential number by the normal gravity value computed on the
 MK1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1649.degrees latitude (g = 980.6199 gals.).
 MK1649
 MK1649.The modeled gravity was interpolated from observed gravity values.
 MK1649
 MK1649;                    North         East    Units  Estimated Accuracy
 MK1649;SPC NE       -   198,060.      676,440.      MT  (+/- 180 meters Scaled)
 MK1649
 MK1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM931057(NAD 83)
 MK1649
 MK1649                          SUPERSEDED SURVEY CONTROL
 MK1649
 MK1649  NGVD 29 (??/??/92)  513.036  (m)         1683.19   (f) ADJ UNCH    2 0
 MK1649
 MK1649.Superseded values are not recommended for survey control.
 MK1649
 MK1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1649.See file dsdata.pdf to determine how the superseded data were derived.
 MK1649
 MK1649_MARKER: DB = BENCH MARK DISK
 MK1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1649_STAMPING: E 85 1935
 MK1649_MARK LOGO: CGS
 MK1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1649+STABILITY: SURFACE MOTION
 MK1649
 MK1649  HISTORY     - Date     Condition        Report By
 MK1649  HISTORY     - 1935     MONUMENTED       CGS
 MK1649  HISTORY     - 1950     GOOD             CGS
 MK1649
 MK1649                          STATION DESCRIPTION
 MK1649
 MK1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1649'2.1 MI NW FROM ST EDWARD.
 MK1649'2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1649'STATION AT ST. EDWARD, 11 1/2 RAILS SOUTHEAST OF BRIDGE 24.78,
 MK1649'35 FEET NORTH OF THE CENTER LINE OF A ROAD, 27 FEET SOUTHWEST OF
 MK1649'THE SOUTHWEST RAIL, 25 FEET WEST OF THE WEST END OF A CATTLE
 MK1649'GUARD, 21 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE,
 MK1649'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1649'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0066 ***********************************************************************
 ML0066  DESIGNATION -  E 86
 ML0066  PID         -  ML0066
 ML0066  STATE/COUNTY-  NE/BOONE
 ML0066  COUNTRY     -  US
 ML0066  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML0066
 ML0066                         *CURRENT SURVEY CONTROL
 ML0066  ______________________________________________________________________
 ML0066* NAD 83(1986) POSITION- 41 31 13.     (N) 098 07 08.     (W)   SCALED
 ML0066* NAVD 88 ORTHO HEIGHT -   535.864 (meters)     1758.08  (feet) ADJUSTED
 ML0066  ______________________________________________________________________
 ML0066  GEOID HEIGHT    -        -24.675 (meters)                     GEOID18
 ML0066  DYNAMIC HEIGHT  -        535.614 (meters)     1757.26  (feet) COMP
 ML0066  MODELED GRAVITY -    980,139.6   (mgal)                       NAVD 88
 ML0066
 ML0066  VERT ORDER      -  SECOND    CLASS 0
 ML0066
 ML0066.The horizontal coordinates were scaled from a map and have
 ML0066.an estimated accuracy of +/- 6 seconds.
 ML0066
 ML0066.The orthometric height was determined by differential leveling and
 ML0066.adjusted by the NATIONAL GEODETIC SURVEY
 ML0066.in June 1991.
 ML0066
 ML0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0066.GEOID18 height accuracy estimate available here.
 ML0066
 ML0066.Click photographs - Photos may exist for this station.
 ML0066
 ML0066.The dynamic height is computed by dividing the NAVD 88
 ML0066.geopotential number by the normal gravity value computed on the
 ML0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0066.degrees latitude (g = 980.6199 gals.).
 ML0066
 ML0066.The modeled gravity was interpolated from observed gravity values.
 ML0066
 ML0066;                    North         East    Units  Estimated Accuracy
 ML0066;SPC NE       -   189,000.      656,950.      MT  (+/- 180 meters Scaled)
 ML0066
 ML0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL735968(NAD 83)
 ML0066
 ML0066                          SUPERSEDED SURVEY CONTROL
 ML0066
 ML0066  NGVD 29 (??/??/92)  535.636  (m)         1757.33   (f) ADJ UNCH    2 0
 ML0066
 ML0066.Superseded values are not recommended for survey control.
 ML0066
 ML0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0066.See file dsdata.pdf to determine how the superseded data were derived.
 ML0066
 ML0066_MARKER: DB = BENCH MARK DISK
 ML0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0066_STAMPING: E 86 1935
 ML0066_MARK LOGO: CGS
 ML0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0066+STABILITY: SURFACE MOTION
 ML0066
 ML0066  HISTORY     - Date     Condition        Report By
 ML0066  HISTORY     - 1935     MONUMENTED       CGS
 ML0066  HISTORY     - 1954     GOOD             USGS
 ML0066  HISTORY     - 20110125 MARK NOT FOUND   NEDR
 ML0066
 ML0066                          STATION DESCRIPTION
 ML0066
 ML0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0066'3.2 MI S FROM CEDAR RAPIDS.
 ML0066'3.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0066'AT CEDAR RAPIDS, BOONE COUNTY, 198 FEET NORTH OF MILEPOST 27,
 ML0066'NEAR A GATEPOST, AT A ROAD CROSSING, 67.3 FEET SOUTHEAST OF THE
 ML0066'CENTER OF THE CROSSING, 55.7 FEET EAST OF THE EAST RAIL, AND 45.7
 ML0066'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 ML0066'STAMPED E 86 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 67
 ML0066'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING.
 ML0066
 ML0066                          STATION RECOVERY (1954)
 ML0066
 ML0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0066'RECOVERED IN GOOD CONDITION.
 ML0066
 ML0066                          STATION RECOVERY (2011)
 ML0066
 ML0066'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 ML0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2209 ***********************************************************************
 MK2209  DESIGNATION -  E 87 RESET
 MK2209  PID         -  MK2209
 MK2209  STATE/COUNTY-  NE/PLATTE
 MK2209  COUNTRY     -  US
 MK2209  USGS QUAD   -  MONROE (2017)
 MK2209
 MK2209                         *CURRENT SURVEY CONTROL
 MK2209  ______________________________________________________________________
 MK2209* NAD 83(1986) POSITION- 41 28 29.     (N) 097 31 13.     (W)   SCALED
 MK2209* NAVD 88 ORTHO HEIGHT -   454.90  (meters)     1492.5   (feet) RESET
 MK2209  ______________________________________________________________________
 MK2209  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 MK2209  VERT ORDER      -  THIRD
 MK2209
 MK2209.The horizontal coordinates were scaled from a map and have
 MK2209.an estimated accuracy of +/- 6 seconds.
 MK2209
 MK2209.The orthometric height was computed from unverified reset data.
 MK2209
 MK2209.No vertical observational check was made to the station.
 MK2209
 MK2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2209.GEOID18 height accuracy estimate available here.
 MK2209
 MK2209.Click photographs - Photos may exist for this station.
 MK2209
 MK2209;                    North         East    Units  Estimated Accuracy
 MK2209;SPC NE       -   185,210.      707,030.      MT  (+/- 180 meters Scaled)
 MK2209
 MK2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL235925(NAD 83)
 MK2209
 MK2209                          SUPERSEDED SURVEY CONTROL
 MK2209
 MK2209  NGVD 29 (01/31/13)  454.72   (m)         1491.9    (f) RESET       3  
 MK2209
 MK2209.Superseded values are not recommended for survey control.
 MK2209
 MK2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2209.See file dsdata.pdf to determine how the superseded data were derived.
 MK2209
 MK2209_MARKER: DV = VERTICAL CONTROL DISK
 MK2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2209_STAMPING: E 87 RESET 1983
 MK2209_MARK LOGO: NGS
 MK2209_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2209+STABILITY: SURFACE MOTION
 MK2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2209+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2012
 MK2209
 MK2209  HISTORY     - Date     Condition        Report By
 MK2209  HISTORY     - 1983     MONUMENTED       NGS
 MK2209  HISTORY     - 20120401 GOOD             GEOCAC
 MK2209
 MK2209                          STATION DESCRIPTION
 MK2209
 MK2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MK2209'0.08 KM (0.05 MI) NORTH ALONG A STREET, FROM THE POST OFFICE IN
 MK2209'MONROE, THENCE 6.68 KM (4.15 MI) RIGHT AND EAST ALONG STATE HIGHWAY
 MK2209'22 TO THE MARK ON THE LEFT, AT A RAILROAD CROSSING, 17.00 M (55.77
 MK2209'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.72 M (45.01 FT) EAST
 MK2209'OF THE EAST RAIL, 0.73 M (2.40 FT) SOUTHWEST OF A BURIED CABLE SIGN
 MK2209'POST, 0.61 M (2.00 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 0.30 M
 MK2209'(0.98 FT) SOUTH OF A WITNESS POST, SET INTO THE TOP OF A ROUND
 MK2209'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT)
 MK2209'LOWER THAN THE TRACKS.
 MK2209
 MK2209                          STATION RECOVERY (2012)
 MK2209
 MK2209'RECOVERY NOTE BY GEOCACHING 2012 (JMJ)
 MK2209'ACCURATE COORDINATES-- N41  28.509 W97  31.235
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0204 ***********************************************************************
 MN0204  DESIGNATION -  E 9
 MN0204  PID         -  MN0204
 MN0204  STATE/COUNTY-  NE/CHEYENNE
 MN0204  COUNTRY     -  US
 MN0204  USGS QUAD   -  LORENZO (2017)
 MN0204
 MN0204                         *CURRENT SURVEY CONTROL
 MN0204  ______________________________________________________________________
 MN0204* NAD 83(1986) POSITION- 41 06 05.     (N) 103 01 53.     (W)   SCALED
 MN0204* NAVD 88 ORTHO HEIGHT -  1302.911 (meters)     4274.63  (feet) ADJUSTED
 MN0204  ______________________________________________________________________
 MN0204  GEOID HEIGHT    -        -19.713 (meters)                     GEOID18
 MN0204  DYNAMIC HEIGHT  -       1301.981 (meters)     4271.58  (feet) COMP
 MN0204  MODELED GRAVITY -    979,864.4   (mgal)                       NAVD 88
 MN0204
 MN0204  VERT ORDER      -  FIRST     CLASS II
 MN0204
 MN0204.The horizontal coordinates were scaled from a map and have
 MN0204.an estimated accuracy of +/- 6 seconds.
 MN0204
 MN0204.The orthometric height was determined by differential leveling and
 MN0204.adjusted by the NATIONAL GEODETIC SURVEY
 MN0204.in June 1991.
 MN0204
 MN0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0204.GEOID18 height accuracy estimate available here.
 MN0204
 MN0204.Click photographs - Photos may exist for this station.
 MN0204
 MN0204.The dynamic height is computed by dividing the NAVD 88
 MN0204.geopotential number by the normal gravity value computed on the
 MN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0204.degrees latitude (g = 980.6199 gals.).
 MN0204
 MN0204.The modeled gravity was interpolated from observed gravity values.
 MN0204
 MN0204;                    North         East    Units  Estimated Accuracy
 MN0204;SPC NE       -   145,250.      245,480.      MT  (+/- 180 meters Scaled)
 MN0204
 MN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF653518(NAD 83)
 MN0204
 MN0204                          SUPERSEDED SURVEY CONTROL
 MN0204
 MN0204  NGVD 29 (??/??/92) 1302.287  (m)         4272.59   (f) ADJ UNCH    1 2
 MN0204
 MN0204.Superseded values are not recommended for survey control.
 MN0204
 MN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0204.See file dsdata.pdf to determine how the superseded data were derived.
 MN0204
 MN0204_MARKER: DB = BENCH MARK DISK
 MN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0204_STAMPING: 4272.587 E 9 1933
 MN0204_MARK LOGO: CGS
 MN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0204+STABILITY: SURFACE MOTION
 MN0204
 MN0204  HISTORY     - Date     Condition        Report By
 MN0204  HISTORY     - 1933     MONUMENTED       CGS
 MN0204  HISTORY     - 1934     GOOD             CGS
 MN0204  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0204
 MN0204                          STATION DESCRIPTION
 MN0204
 MN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0204'4.1 MI SW FROM SIDNEY.
 MN0204'4.1 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0204'RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, AT A
 MN0204'PRIVATE-ROAD CROSSING, 81 FEET NORTHEAST OF THE NORTH END OF A
 MN0204'30-INCH CAST-IRON PIPE CULVERT 79.53, 39.4 FEET NORTH OF THE
 MN0204'NORTH RAIL OF THE MAIN TRACK, 20 FEET WEST OF THE WEST POST OF A
 MN0204'GATE AT A FENCE CORNER, AND 4-1/2 FEET SOUTH OF THE NORTH
 MN0204'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4272.587
 MN0204'E 9 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TO REACH
 MN0204'E 9 FROM SIDNEY GO WEST 2.0 MILES FROM THE NORTH ENTRANCE OF THE
 MN0204'COUNTRY CLUB TO A LANDING FIELD, SOUTH 2.0 MILES TO A TURN IN THE
 MN0204'ROAD AND CONTINUE SOUTH OVER A PRIVATE ROAD ABOUT 1/4 MILE TO THE
 MN0204'RAILROAD RIGHT-OF-WAY.
 MN0204
 MN0204                          STATION RECOVERY (1985)
 MN0204
 MN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0204'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0456 ***********************************************************************
 NO0456  DESIGNATION -  EAGLE
 NO0456  PID         -  NO0456
 NO0456  STATE/COUNTY-  NE/CHERRY
 NO0456  COUNTRY     -  US
 NO0456  USGS QUAD   -  POWDERHORN VALLEY (2017)
 NO0456
 NO0456                         *CURRENT SURVEY CONTROL
 NO0456  ______________________________________________________________________
 NO0456* NAD 83(1995) POSITION- 42 43 23.34700(N) 101 04 13.10203(W)   ADJUSTED
 NO0456* NAVD 88 ORTHO HEIGHT -   954.    (meters)     3130.    (feet) SCALED
 NO0456  ______________________________________________________________________
 NO0456  GEOID HEIGHT    -        -20.516 (meters)                     GEOID18
 NO0456  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 NO0456  HORZ ORDER      -  SECOND
 NO0456
 NO0456.The horizontal coordinates were established by classical geodetic methods
 NO0456.and adjusted by the National Geodetic Survey in August 1997.
 NO0456
 NO0456.The orthometric height was scaled from a topographic map.
 NO0456
 NO0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0456.GEOID18 height accuracy estimate available here.
 NO0456
 NO0456.Click photographs - Photos may exist for this station.
 NO0456
 NO0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0456
 NO0456. The following values were computed from the NAD 83(1995) position.
 NO0456
 NO0456;                    North         East     Units Scale Factor Converg.
 NO0456;SPC NE       -   321,410.560   412,347.735   MT  0.99988484   -0 42 33.4
 NO0456;SPC NE       - 1,054,494.48  1,352,844.19   sFT  0.99988484   -0 42 33.4
 NO0456;UTM  14      - 4,732,150.238   330,494.136   MT  0.99995350   -1 24 17.8
 NO0456
 NO0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0456!SPC NE       -   0.99985357  x   0.99988484  =   0.99973843
 NO0456!UTM  14      -   0.99985357  x   0.99995350  =   0.99980708
 NO0456
 NO0456:                Primary Azimuth Mark                     Grid Az
 NO0456:SPC NE       -  EAGLE AZ MK                              266 21 15.7
 NO0456:UTM  14      -  EAGLE AZ MK                              267 03 00.1
 NO0456
 NO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3049432150(NAD 83)
 NO0456
 NO0456|---------------------------------------------------------------------|
 NO0456| PID    Reference Object                     Distance      Geod. Az  |
 NO0456|                                                           dddmmss.s |
 NO0456| CP9230 EAGLE RM 1                           13.286 METERS 01606     |
 NO0456| NO0457 EAGLE POINT FIRE LOT 3               19.782 METERS 09117     |
 NO0456| CP9231 EAGLE RM 2                           31.288 METERS 10239     |
 NO0456| CP9229 EAGLE AZ MK                                        2653842.3 |
 NO0456|---------------------------------------------------------------------|
 NO0456
 NO0456                          SUPERSEDED SURVEY CONTROL
 NO0456
 NO0456  NAD 83(1986)-  42 43 23.34497(N)    101 04 13.11021(W) AD(       ) 2
 NO0456  NAD 27      -  42 43 23.33500(N)    101 04 11.57500(W) AD(       ) 2
 NO0456
 NO0456.Superseded values are not recommended for survey control.
 NO0456
 NO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0456.See file dsdata.pdf to determine how the superseded data were derived.
 NO0456
 NO0456_MARKER: DS = TRIANGULATION STATION DISK
 NO0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0456_STAMPING: EAGLE 1949
 NO0456_MARK LOGO: CGS
 NO0456_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0456
 NO0456  HISTORY     - Date     Condition        Report By
 NO0456  HISTORY     - 1949     MONUMENTED       CGS
 NO0456
 NO0456                          STATION DESCRIPTION
 NO0456
 NO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0456'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SAND KNOLL
 NO0456'IN THE NEBRASKA NATIONAL FOREST, ABOUT 15 MILES SOUTH-SOUTHEAST
 NO0456'OF NENZEL, 4 FEET WEST OF A WITNESS POST, AND IS AT THE SITE
 NO0456'OF THE EAGLE POINT FIRE LOOKOUT TOWER NO. 3.  IT IS A STANDARD
 NO0456'DISK, STAMPED EAGLE 1949, THAT IS SET FLUSH IN THE TOP OF A
 NO0456'4-INCH CAST IRON PIPE WHICH IS FILLED WITH CONCRETE.  THE
 NO0456'MARK PROJECTS 10 INCHES.
 NO0456'
 NO0456'REFERENCE MARK NO. 1 IS 6 FEET LOWER THAN THE STATION.  IT IS
 NO0456'A STANDARD DISK, STAMPED EAGLE NO 1 1949, THAT IS CEMENTED
 NO0456'IN THE TOP OF A LENGTH OF 4-INCH CAST IRON PIPE WHICH PROJECTS
 NO0456'8 INCHES.
 NO0456'
 NO0456'REFERENCE MARK NO. 2 IS 15 FEET LOWER THAN THE STATION.  IT
 NO0456'IS A STANDARD DISK, STAMPED EAGLE NO 2 1949, THAT IS CEMENTED
 NO0456'IN THE TOP OF A LENGTH OF 4-INCH CAST IRON PIPE WHICH PROJECTS
 NO0456'8 INCHES.
 NO0456'
 NO0456'THE AZIMUTH MARK IS SET IN A NORTH-SOUTH FENCE LINE, 60 FEET
 NO0456'SOUTH OF A WIRE GATE, AND 3.5 FEET SOUTH OF A WITNESS POST.
 NO0456'IT PROJECTS 4 INCHES AND IS STAMPED EAGLE 1949.
 NO0456'
 NO0456'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0456'WEST AND SOUTH ON THE MAIN ROAD FOR 9.4 MILES TO THE BRIDGE
 NO0456'OVER THE NIOBRARA RIVER, CONTINUE ON MAIN ROAD, TAKING LEFT
 NO0456'FORK, FOR 0.95 MILE TO FORKS, TAKE RIGHT FORK FOR 0.75 MILE
 NO0456'TO THE ENTRANCE TO NEBRASKA NATIONAL FOREST, CONTINUE SOUTH
 NO0456'ON MAIN ROAD FOR 2.75 MILES TO A PLANTING CAMP ON THE LEFT,
 NO0456'CONTINUE ON MAIN ROAD FOR 1.95 MILES TO A SIGN ON THE RIGHT
 NO0456'POINTING TO THE EAGLE POINT FIRE LOOKOUT TOWER, TURN LEFT
 NO0456'THROUGH A WIRE GATE AND FOLLOW A TRACK ROAD EASTERLY FOR
 NO0456'1.7 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NO0456'CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT
 NO0456'FORK TOWARDS THE LOOKOUT TOWER AND GO 0.6 MILE TO A WIRE
 NO0456'GATE, ABOUT 125 FEET NORTHEAST OF THE LOOKOUT TOWER AND
 NO0456'THE END OF TRUCK TRAVEL.  THENCE PACK WESTERLY FOR ABOUT
 NO0456'200 FEET TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0456'
 NO0456'HEIGHT OF LIGHT ABOVE STATION MARK 13.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0987 ***********************************************************************
 LG0987  DESIGNATION -  EAGLE
 LG0987  PID         -  LG0987
 LG0987  STATE/COUNTY-  NE/CASS
 LG0987  COUNTRY     -  US
 LG0987  USGS QUAD   -  ELMWOOD (2017)
 LG0987
 LG0987                         *CURRENT SURVEY CONTROL
 LG0987  ______________________________________________________________________
 LG0987* NAD 83(1995) POSITION- 40 49 07.08617(N) 096 20 48.91826(W)   ADJUSTED
 LG0987* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 LG0987  ______________________________________________________________________
 LG0987  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 LG0987  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 LG0987  HORZ ORDER      -  SECOND
 LG0987
 LG0987.The horizontal coordinates were established by classical geodetic methods
 LG0987.and adjusted by the National Geodetic Survey in August 1997.
 LG0987
 LG0987.The orthometric height was scaled from a topographic map.
 LG0987
 LG0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0987.GEOID18 height accuracy estimate available here.
 LG0987
 LG0987.Click photographs - Photos may exist for this station.
 LG0987
 LG0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0987
 LG0987. The following values were computed from the NAD 83(1995) position.
 LG0987
 LG0987;                    North         East     Units Scale Factor Converg.
 LG0987;SPC NE       -   115,903.958   808,018.475   MT  0.99972999   +2 25 15.2
 LG0987;SPC NE       -   380,261.57  2,650,973.95   sFT  0.99972999   +2 25 15.2
 LG0987;UTM  14      - 4,522,011.694   723,750.225   MT  1.00021625   +1 44 05.8
 LG0987
 LG0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0987!SPC NE       -   0.99993962  x   0.99972999  =   0.99966962
 LG0987!UTM  14      -   0.99993962  x   1.00021625  =   1.00015585
 LG0987
 LG0987:                Primary Azimuth Mark                     Grid Az
 LG0987:SPC NE       -  ALVO MUNICIPAL TANK                      331 18 59.4
 LG0987:UTM  14      -  ALVO MUNICIPAL TANK                      332 00 08.8
 LG0987
 LG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2375022011(NAD 83)
 LG0987
 LG0987|---------------------------------------------------------------------|
 LG0987| PID    Reference Object                     Distance      Geod. Az  |
 LG0987|                                                           dddmmss.s |
 LG0987| CL6432 EAGLE RM 1                           20.330 METERS 05941     |
 LG0987| CL6433 EAGLE RM 2                           25.416 METERS 32359     |
 LG0987| LG0992 ALVO MUNICIPAL TANK                 APPROX. 6.6 KM 3334414.6 |
 LG0987|---------------------------------------------------------------------|
 LG0987
 LG0987                          SUPERSEDED SURVEY CONTROL
 LG0987
 LG0987  NAD 83(1986)-  40 49 07.09761(N)    096 20 48.91601(W) AD(       ) 2
 LG0987  NAD 27      -  40 49 07.08974(N)    096 20 47.88326(W) AD(       ) 2
 LG0987
 LG0987.Superseded values are not recommended for survey control.
 LG0987
 LG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0987.See file dsdata.pdf to determine how the superseded data were derived.
 LG0987
 LG0987_MARKER: DS = TRIANGULATION STATION DISK
 LG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0987_STAMPING: EAGLE 1961
 LG0987_MARK LOGO: CGS
 LG0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0987+STABILITY: SURFACE MOTION
 LG0987
 LG0987  HISTORY     - Date     Condition        Report By
 LG0987  HISTORY     - 1961     MONUMENTED       CGS
 LG0987
 LG0987                          STATION DESCRIPTION
 LG0987
 LG0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0987'LOCATED AIRLINE, ABOUT 4-1/2 MILES EAST OF EAGLE, 4 MILES
 LG0987'SOUTHEAST OF ALVO, AND 3 MILES SOUTHWEST OF ELMWOOD ON THE SOUTH
 LG0987'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.
 LG0987'
 LG0987'TO REACH FROM THE POST OFFICE IN EAGLE GO SOUTH ON THE MAIN STREET
 LG0987'0.2 MILE TO U.S. HIGHWAY 34, TURN LEFT AND GO EAST ON HIGHWAY 34
 LG0987'4.2 MILES TO A CROSSROAD. TURN LEFT AND GO NORTH ON GRADED GRAVEL
 LG0987'ROAD 0.3 MILE TO A RAILROAD CROSSING, TURN RIGHT ON A TRACK ROAD
 LG0987'ALONG THE SOUTH SIDE OF THE RAILROAD RIGHT-OF-WAY AND GO
 LG0987'NORTHEAST 0.2 MILE TO THE STATION.
 LG0987'
 LG0987'THE STATION MARK IS A STANDARD DISK STAMPED EAGLE 1961 CEMENTED IN
 LG0987'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 LG0987'ABOVE GROUND.  IT IS 31.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0987'15.4 FEET NORTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE,
 LG0987'6.1 FEET SOUTHWEST OF A METAL WITNESS POST AND ABOUT 100 FEET
 LG0987'SOUTHWEST OF MILEPOST 474/20.
 LG0987'
 LG0987'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAGLE NO 1
 LG0987'1961 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0987'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 31.2 FEET SOUTHEAST OF
 LG0987'THE SOUTHEAST RAIL, 16.0 FEET NORTHWEST OF THE SOUTH RIGHT-OF-WAY
 LG0987'FENCE, AND ABOUT 6 INCHES LOWER THAN THE STATION.
 LG0987'
 LG0987'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAGLE NO 2
 LG0987'1961 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0987'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 46.2 FEET NORTHWEST OF THE
 LG0987'NORTHWEST RAIL, 0.7 FOOT SOUTHEAST OF THE NORTH RIGHT-OF-WAY
 LG0987'FENCE, AND ABOUT 3 FEET LOWER THAN STATION ELEVATION.
 LG0987'
 LG0987'PICTURE POINT IS A LONE ROUND TREE ABOUT 25 FEET TALL IN THE
 LG0987'NEXT EAST-WEST FENCE LINE NORTH OF THE RAILROAD RIGHT-OF-WAY,
 LG0987'BETWEEN TWO CULTIVATED FIELDS, 120 FEET WEST OF A ROW OF TREES AND
 LG0987'BRUSH IN THE SAME FENCE LINE, AND 100 FEET EAST OF A SMALL BUSHY
 LG0987'TREE AT THE NORTH END OF AN UNCULTIVATED DRAINAGE AREA.
 LG0987'
 LG0987'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 111.78 FEET,
 LG0987'(34.071 M.).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0991 ***********************************************************************
 LG0991  DESIGNATION -  EAGLE MUNICIPAL TANK
 LG0991  PID         -  LG0991
 LG0991  STATE/COUNTY-  NE/CASS
 LG0991  COUNTRY     -  US
 LG0991  USGS QUAD   -  EAGLE (2017)
 LG0991
 LG0991                         *CURRENT SURVEY CONTROL
 LG0991  ______________________________________________________________________
 LG0991* NAD 83(1995) POSITION- 40 49 01.52558(N) 096 25 52.79358(W)   ADJUSTED
 LG0991  ______________________________________________________________________
 LG0991  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 LG0991  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 LG0991  HORZ ORDER      -  THIRD
 LG0991
 LG0991.The horizontal coordinates were established by classical geodetic methods
 LG0991.and adjusted by the National Geodetic Survey in August 1997.
 LG0991
 LG0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0991.GEOID18 height accuracy estimate available here.
 LG0991
 LG0991.Click photographs - Photos may exist for this station.
 LG0991
 LG0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0991
 LG0991. The following values were computed from the NAD 83(1995) position.
 LG0991
 LG0991;                    North         East     Units Scale Factor Converg.
 LG0991;SPC NE       -   115,435.373   800,912.416   MT  0.99973031   +2 21 53.8
 LG0991;SPC NE       -   378,724.22  2,627,660.15   sFT  0.99973031   +2 21 53.8
 LG0991;UTM  14      - 4,521,627.995   716,635.748   MT  1.00017768   +1 40 46.7
 LG0991
 LG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1663521627(NAD 83)
 LG0991
 LG0991                          SUPERSEDED SURVEY CONTROL
 LG0991
 LG0991  NAD 83(1986)-  40 49 01.53615(N)    096 25 52.79144(W) AD(       ) 3
 LG0991  NAD 27      -  40 49 01.53567(N)    096 25 51.75986(W) AD(       ) 3
 LG0991
 LG0991.Superseded values are not recommended for survey control.
 LG0991
 LG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0991.See file dsdata.pdf to determine how the superseded data were derived.
 LG0991
 LG0991_MARKER: 53 = ELEVATED TANK
 LG0991
 LG0991  HISTORY     - Date     Condition        Report By
 LG0991  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0991  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 LG0991
 LG0991                          STATION DESCRIPTION
 LG0991
 LG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0991'A SILVER PAINTED, STEEL TANK WITH CONICAL ROOF STANDING ON
 LG0991'FOUR LEGS OF STRUCTURAL STEEL LOCATED ABOUT 0.1 MILE NORTHWEST
 LG0991'OF THE POST OFFICE IN EAGLE.  THE NAME EAGLE IS PAINTED ON
 LG0991'THE SIDE OF THE TANK IN BLACK LETTERS.
 LG0991'
 LG0991'THE FINIAL BALL AT THE APEX OF THE ROOF WAS THE OBJECT OBSERVED
 LG0991'ON.
 LG0991
 LG0991                          STATION RECOVERY (2004)
 LG0991
 LG0991'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0991'STATION NOT FOUND.  SITE LOCATED.  THE TANK DESCRIBED IN THE 1961
 LG0991'DESCRIPTION HAS BEEN TORN DOWN. A NEW TANK HAS BEEN ERECTED AT A
 LG0991'DIFFERENT LOCATION IN THE TOWN OF EAGLE. THIS STATION SHOULD BE
 LG0991'DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0457 ***********************************************************************
 NO0457  DESIGNATION -  EAGLE POINT FIRE LOT 3
 NO0457  PID         -  NO0457
 NO0457  STATE/COUNTY-  NE/CHERRY
 NO0457  COUNTRY     -  US
 NO0457  USGS QUAD   -  POWDERHORN VALLEY (2017)
 NO0457
 NO0457                         *CURRENT SURVEY CONTROL
 NO0457  ______________________________________________________________________
 NO0457* NAD 83(1995) POSITION- 42 43 23.33272(N) 101 04 12.23277(W)   ADJUSTED
 NO0457* NAVD 88 ORTHO HEIGHT -   954.    (meters)     3130.    (feet) SCALED
 NO0457  ______________________________________________________________________
 NO0457  GEOID HEIGHT    -        -20.516 (meters)                     GEOID18
 NO0457  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 NO0457  HORZ ORDER      -  THIRD
 NO0457
 NO0457.The horizontal coordinates were established by classical geodetic methods
 NO0457.and adjusted by the National Geodetic Survey in August 1997.
 NO0457
 NO0457.The orthometric height was scaled from a topographic map.
 NO0457
 NO0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0457.GEOID18 height accuracy estimate available here.
 NO0457
 NO0457.Click photographs - Photos may exist for this station.
 NO0457
 NO0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0457
 NO0457. The following values were computed from the NAD 83(1995) position.
 NO0457
 NO0457;                    North         East     Units Scale Factor Converg.
 NO0457;SPC NE       -   321,409.875   412,367.503   MT  0.99988484   -0 42 32.9
 NO0457;SPC NE       - 1,054,492.23  1,352,909.05   sFT  0.99988484   -0 42 32.9
 NO0457;UTM  14      - 4,732,149.313   330,513.896   MT  0.99995341   -1 24 17.2
 NO0457
 NO0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0457!SPC NE       -   0.99985357  x   0.99988484  =   0.99973843
 NO0457!UTM  14      -   0.99985357  x   0.99995341  =   0.99980699
 NO0457
 NO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3051332149(NAD 83)
 NO0457
 NO0457                          SUPERSEDED SURVEY CONTROL
 NO0457
 NO0457  NAD 83(1986)-  42 43 23.33070(N)    101 04 12.24095(W) AD(       ) 3
 NO0457  NAD 27      -  42 43 23.32100(N)    101 04 10.70600(W) AD(       ) 3
 NO0457
 NO0457.Superseded values are not recommended for survey control.
 NO0457
 NO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0457.See file dsdata.pdf to determine how the superseded data were derived.
 NO0457
 NO0457_MARKER: 57 = LOOKOUT TOWER
 NO0457
 NO0457  HISTORY     - Date     Condition        Report By
 NO0457  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0457
 NO0457                          STATION DESCRIPTION
 NO0457
 NO0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0457'IT IS LOCATED ON A SANDY KNOLL IN THE NEBRASKA NATIONAL
 NO0457'FOREST, ABOUT 15 MILES SOUTH-SOUTHWEST OF NENZEL.
 NO0457'
 NO0457'IT IS A GLASS INCLOSED WOODEN CABIN SUPPORTED BY A FOUR
 NO0457'LEGGED STEEL STRUCTURE AND ITS OVERALL HEIGHT IS 40 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0424 ***********************************************************************
 LJ0424  DESIGNATION -  EARL
 LJ0424  PID         -  LJ0424
 LJ0424  STATE/COUNTY-  NE/FRONTIER
 LJ0424  COUNTRY     -  US
 LJ0424  USGS QUAD   -  MEDICINE CREEK DAM (2017)
 LJ0424
 LJ0424                         *CURRENT SURVEY CONTROL
 LJ0424  ______________________________________________________________________
 LJ0424* NAD 83(1995) POSITION- 40 29 49.07677(N) 100 09 34.45729(W)   ADJUSTED
 LJ0424* NAVD 88 ORTHO HEIGHT -   794.01  (+/-2cm)     2605.0   (feet) VERTCON
 LJ0424  ______________________________________________________________________
 LJ0424  GEOID HEIGHT    -        -24.028 (meters)                     GEOID18
 LJ0424  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 LJ0424  HORZ ORDER      -  FIRST
 LJ0424  VERT ORDER      -  THIRD ? (See Below)
 LJ0424
 LJ0424.The horizontal coordinates were established by classical geodetic methods
 LJ0424.and adjusted by the National Geodetic Survey in August 1997.
 LJ0424
 LJ0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0424
 LJ0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0424.GEOID18 height accuracy estimate available here.
 LJ0424
 LJ0424.The vertical order pertains to the NGVD 29 superseded value.
 LJ0424
 LJ0424.Click photographs - Photos may exist for this station.
 LJ0424
 LJ0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0424
 LJ0424. The following values were computed from the NAD 83(1995) position.
 LJ0424
 LJ0424;                    North         East     Units Scale Factor Converg.
 LJ0424;SPC NE       -    73,695.976   486,475.422   MT  0.99981221   -0 06 20.7
 LJ0424;SPC NE       -   241,784.21  1,596,044.78   sFT  0.99981221   -0 06 20.7
 LJ0424;UTM  14      - 4,483,563.696   401,739.546   MT  0.99971885   -0 45 11.1
 LJ0424
 LJ0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0424!SPC NE       -   0.99987923  x   0.99981221  =   0.99969146
 LJ0424!UTM  14      -   0.99987923  x   0.99971885  =   0.99959811
 LJ0424
 LJ0424:                Primary Azimuth Mark                     Grid Az
 LJ0424:SPC NE       -  EARL AZ MK                               090 12 37.9
 LJ0424:UTM  14      -  EARL AZ MK                               090 51 28.3
 LJ0424
 LJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0173983563(NAD 83)
 LJ0424
 LJ0424|---------------------------------------------------------------------|
 LJ0424| PID    Reference Object                     Distance      Geod. Az  |
 LJ0424|                                                           dddmmss.s |
 LJ0424| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.27.5 KM 0674258.0 |
 LJ0424| CN9206 EARL AZ MK                                         0900617.2 |
 LJ0424| LJ0546 EARL AZ MK 2                        APPROX. 1.4 KM 0901824.3 |
 LJ0424| CN9207 EARL RM 1                            36.073 METERS 09434     |
 LJ0424| CN9208 EARL RM 2                            40.612 METERS 26609     |
 LJ0424| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.29.5 KM 3164349.6 |
 LJ0424| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX.24.1 KM 3485907.7 |
 LJ0424|---------------------------------------------------------------------|
 LJ0424
 LJ0424                          SUPERSEDED SURVEY CONTROL
 LJ0424
 LJ0424  NAD 83(1986)-  40 29 49.08029(N)    100 09 34.46180(W) AD(       ) 1
 LJ0424  NAD 27      -  40 29 49.05786(N)    100 09 32.97466(W) AD(       ) 1
 LJ0424  NGVD 29             793.70   (m)         2604.0    (f) LEVELING    3  
 LJ0424
 LJ0424.Superseded values are not recommended for survey control.
 LJ0424
 LJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0424.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0424
 LJ0424_MARKER: DS = TRIANGULATION STATION DISK
 LJ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0424_STAMPING: EARL 1934
 LJ0424_MARK LOGO: CGS
 LJ0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0424+STABILITY: SURFACE MOTION
 LJ0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0424+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1983
 LJ0424
 LJ0424  HISTORY     - Date     Condition        Report By
 LJ0424  HISTORY     - 1934     MONUMENTED       CGS
 LJ0424  HISTORY     - 1934     GOOD             CGS
 LJ0424  HISTORY     - 1951     GOOD             CGS
 LJ0424  HISTORY     - 19830428 GOOD             NEDR
 LJ0424
 LJ0424                          STATION DESCRIPTION
 LJ0424
 LJ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0424'STATION IS LOCATED IN SECTION 9, T. 6 N., R. 25 W., EARL
 LJ0424'TOWNSHIP, ON PROPERTY OWNED BY J.O. DECKER.  IT IS 10 FEET
 LJ0424'SOUTH OF FENCE, 43 FEET SOUTH OF CENTERLINE OF ROAD, AND
 LJ0424'12 INCHES UNDERGROUND.
 LJ0424'
 LJ0424'TO REACH FROM JUNCTION OF STATE HIGHWAYS 23S AND 21 IN ELWOOD,
 LJ0424'GO SOUTH ON STATE HIGHWAYS 23S AND 21 FOR 5.0 MILES TO JUNCTION,
 LJ0424'CONTINUE ON HIGHWAY 23S FOR 16.55 MILES, THENCE LEFT (SOUTH)
 LJ0424'JUST AFTER CROSSING SMALL BRIDGE, FOR 1.15 MILES, THENCE RIGHT
 LJ0424'(WEST) FOR 0.15 MILE TO TOP OF GRADE AND STATION, ON SOUTH.
 LJ0424'
 LJ0424'REFERENCE MARK NO. 1 IS 118.35 FEET EAST OF STATION, 1 FOOT
 LJ0424'SOUTH OF FENCE, 34 FEET SOUTH OF CENTERLINE OF ROAD, AND
 LJ0424'PROJECTS 6 INCHES.
 LJ0424'
 LJ0424'REFERENCE MARK NO. 2 IS 133.24 FEET WEST OF STATION, 1 FOOT
 LJ0424'SOUTH OF FENCE, 34 FEET SOUTH OF CENTERLINE OF ROAD, AND
 LJ0424'PROJECTS 6 INCHES.
 LJ0424'
 LJ0424'AZIMUTH MARK IS 1.0 MILE EAST OF STATION, 1 FOOT NORTH OF
 LJ0424'FENCE, 35 FEET NORTH OF CENTERLINE OF ROAD, 157 FEET WEST OF
 LJ0424'FENCE CORNER, AND PROJECTS 10 INCHES ABOVE GROUND.  TO REACH
 LJ0424'FROM STATION, GO EAST 0.2 MILE TO CURVE AND DIM DIRT ROAD
 LJ0424'ON LEFT, THENCE LEFT AND FOLLOW DIM ROAD NORTH AND EAST FOR
 LJ0424'0.9 MILE TO MARK ON NORTH SIDE, ABOUT 200 FEET WEST OF SMALL
 LJ0424'HOUSE.
 LJ0424'
 LJ0424'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 LJ0424
 LJ0424                          STATION RECOVERY (1934)
 LJ0424
 LJ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0424'RECOVERED IN GOOD CONDITION.
 LJ0424
 LJ0424                          STATION RECOVERY (1951)
 LJ0424
 LJ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0424'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 LJ0424'RECOVERED AND FOUND TO BE IN GOOD CONDITION, BUT REFERENCE
 LJ0424'MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 LJ0424'MARK WERE DESTROYED.
 LJ0424'
 LJ0424'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH OF CAMBRIDGE
 LJ0424'AND ABOUT 10.5 MILES SOUTH-SOUTHWEST OF EUSTIS IN THE SOUTH
 LJ0424'EDGE OF A CULTIVATED FIELD, 33 FEET NORTH OF THE CENTER OF
 LJ0424'AN EAST-WEST ROAD AND 10 FEET NORTH OF AN EAST-WEST FENCE
 LJ0424'LINE.  IT IS STAMPED EARL 1934 AND IS 12 INCHES BELOW THE
 LJ0424'GROUND SURFACE.
 LJ0424'
 LJ0424'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 LJ0424'POST OFFICE IN STOCKVILLE, GO EAST ON STATE HIGHWAY 23S FOR
 LJ0424'13.5 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON DIRT
 LJ0424'ROAD FOR 1.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST
 LJ0424'FOR 0.7 MILE TO TOP OF HILL AND STATION IN FIELD ON LEFT
 LJ0424'AS DESCRIBED.
 LJ0424'
 LJ0424'A NEW STATION EARL 2 WAS ESTABLISHED.  (SEE DESCRIPTION
 LJ0424'THEREOF.).  THE ORIGINAL STATION EARL 1934 WAS RECOVERED AFTER
 LJ0424'EARL 2 WAS ESTABLISHED AND FOLLOWING THE COMPUTATION OF AN
 LJ0424'INVERSE.
 LJ0424
 LJ0424                          STATION RECOVERY (1983)
 LJ0424
 LJ0424'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0556 ***********************************************************************
 MN0556  DESIGNATION -  EARL
 MN0556  PID         -  MN0556
 MN0556  STATE/COUNTY-  NE/CHEYENNE
 MN0556  COUNTRY     -  US
 MN0556  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0556
 MN0556                         *CURRENT SURVEY CONTROL
 MN0556  ______________________________________________________________________
 MN0556* NAD 83(1995) POSITION- 41 09 49.62144(N) 103 13 19.48279(W)   ADJUSTED
 MN0556* NAVD 88 ORTHO HEIGHT -  1384.23  (+/-2cm)     4541.4   (feet) VERTCON
 MN0556  ______________________________________________________________________
 MN0556  GEOID HEIGHT    -        -19.481 (meters)                     GEOID18
 MN0556  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 MN0556  HORZ ORDER      -  SECOND
 MN0556  VERT ORDER      -  THIRD ? (See Below)
 MN0556
 MN0556.The horizontal coordinates were established by classical geodetic methods
 MN0556.and adjusted by the National Geodetic Survey in August 1997.
 MN0556
 MN0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0556
 MN0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0556.GEOID18 height accuracy estimate available here.
 MN0556
 MN0556.The vertical order pertains to the NGVD 29 superseded value.
 MN0556
 MN0556.Click photographs - Photos may exist for this station.
 MN0556
 MN0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0556
 MN0556. The following values were computed from the NAD 83(1995) position.
 MN0556
 MN0556;                    North         East     Units Scale Factor Converg.
 MN0556;SPC NE       -   152,750.956   229,732.097   MT  0.99967632   -2 08 06.9
 MN0556;SPC NE       -   501,150.43    753,712.72   sFT  0.99967632   -2 08 06.9
 MN0556;UTM  13      - 4,558,462.394   649,158.409   MT  0.99987382   +1 10 13.7
 MN0556
 MN0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0556!SPC NE       -   0.99978597  x   0.99967632  =   0.99946236
 MN0556!UTM  13      -   0.99978597  x   0.99987382  =   0.99965982
 MN0556
 MN0556:                Primary Azimuth Mark                     Grid Az
 MN0556:SPC NE       -  EARL AZ MK                               001 32 06.2
 MN0556:UTM  13      -  EARL AZ MK                               358 13 45.6
 MN0556
 MN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4915858462(NAD 83)
 MN0556
 MN0556|---------------------------------------------------------------------|
 MN0556| PID    Reference Object                     Distance      Geod. Az  |
 MN0556|                                                           dddmmss.s |
 MN0556| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX.11.6 KM 0595415.6 |
 MN0556| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX.11.8 KM 0600301.5 |
 MN0556| MN0683 EARL AZ MK 2                        473.394 METERS 2712618.8 |
 MN0556| MN0699 EARL RM 1                            30.828 METERS 28233     |
 MN0556| MN0700 EARL RM 2                            22.555 METERS 34441     |
 MN0556| MN0701 EARL RM 3                            21.820 METERS 35311     |
 MN0556| MN0698 EARL AZ MK                                         3592359.3 |
 MN0556|---------------------------------------------------------------------|
 MN0556
 MN0556                          SUPERSEDED SURVEY CONTROL
 MN0556
 MN0556  NAD 83(1993)-  41 09 49.61992(N)    103 13 19.48307(W) AD(       ) 2
 MN0556  NAD 83(1986)-  41 09 49.61374(N)    103 13 19.48333(W) AD(       ) 2
 MN0556  NAD 27      -  41 09 49.67630(N)    103 13 17.73760(W) AD(       ) 2
 MN0556  NGVD 29            1383.60   (m)         4539.4    (f) LEVELING    3  
 MN0556
 MN0556.Superseded values are not recommended for survey control.
 MN0556
 MN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0556.See file dsdata.pdf to determine how the superseded data were derived.
 MN0556
 MN0556_MARKER: DS = TRIANGULATION STATION DISK
 MN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0556_STAMPING: EARL 1963
 MN0556_MARK LOGO: CGS
 MN0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0556+STABILITY: SURFACE MOTION
 MN0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0556+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1982
 MN0556
 MN0556  HISTORY     - Date     Condition        Report By
 MN0556  HISTORY     - 1963     MONUMENTED       CGS
 MN0556  HISTORY     - 1963     GOOD             CGS
 MN0556  HISTORY     - 19820804 GOOD             NGS
 MN0556
 MN0556                          STATION DESCRIPTION
 MN0556
 MN0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0556'THE STATION IS LOCATED 13-1/2 MILES WEST OF SIDNEY, 6-1/2 MILES
 MN0556'SOUTHEAST OF POTTER, AND 6 MILES WEST-SOUTHWEST OF BROWNSON.
 MN0556'IT IS IN THE EAST RIGHT-OF-WAY FENCE LINE OF THE ROAD, IN THE
 MN0556'NORTHEAST CORNER OF A ROAD INTERSECTION, AND AT A POINT WHERE
 MN0556'THE EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD MAKES A
 MN0556'45 DEG BEND TO THE SOUTHEAST.
 MN0556'
 MN0556'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO SOUTH
 MN0556'ON CHESTNUT STREET, ACROSS THE RAILROAD TRACKS, 0.2 MILE TO
 MN0556'U.S. HIGHWAY 30.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 30
 MN0556'FOR 5.0 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH
 MN0556'2.85 MILES TO THE AZIMUTH MARK IN THE FENCE LINE ON THE LEFT.
 MN0556'CONTINUE SOUTH 0.35 MILE TO THE STATION ON THE LEFT AT A
 MN0556'CROSSROAD.
 MN0556'
 MN0556'THE STATION MARK IS A STANDARD DISK STAMPED EARL 1963 SET IN
 MN0556'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES
 MN0556'ABOVE GROUND.  IT IS 50.0 FEET NORTHEAST OF THE INTERSECTION
 MN0556'OF THE ROAD CENTERLINES, AND 1.9 FEET EAST OF A METAL WITNESS
 MN0556'POST WITH SIGN.
 MN0556'
 MN0556'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EARL NO 1
 MN0556'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0556'1 INCH ABOVE GROUND.  IT IS 68.3 FEET NORTHWEST OF THE INTERSECTION
 MN0556'OF THE ROAD CENTERLINES, 1.7 FEET NORTH OF THE BASE OF A FENCE
 MN0556'CORNER POST, AND 3 FEET LOWER THAN THE STATION MARK.
 MN0556'
 MN0556'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EARL NO 2
 MN0556'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0556'3 INCHES ABOVE GROUND.  IT IS 27.3 FEET EAST OF THE CENTER
 MN0556'OF THE NORTH-SOUTH ROAD, 1.1 FEET EAST OF THE OLD EAST
 MN0556'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MN0556'AFTER THE STATION HAD BEEN OCCUPIED IT WAS DISCOVERED THIS
 MN0556'MARK WAS ALMOST DESTROYED BY ROAD WIDENING OPERATIONS AND
 MN0556'REFERENCE MARK THREE WAS ESTABLISHED.
 MN0556'
 MN0556'REFERENCE MARK THREE IS A STANDARD DISK STAMPED EARL NO 3 1963
 MN0556'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 4
 MN0556'INCHES ABOVE GROUND.  IT IS 37 FEET EAST OF THE CENTER OF
 MN0556'THE ROAD, 1.2 FEET EAST OF THE NEW EAST RIGHT-OF-WAY FENCE,
 MN0556'AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MN0556'
 MN0556'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EARL 1963 SET IN
 MN0556'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 8 INCHES
 MN0556'ABOVE GROUND.  IT IS 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MN0556'ROAD, AND 1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 MN0556'
 MN0556'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 3 IS 102.77 FT. OR
 MN0556'(31.324 M.).
 MN0556
 MN0556                          STATION RECOVERY (1963)
 MN0556
 MN0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0556'RECOVERED IN GOOD CONDITION.
 MN0556
 MN0556                          STATION RECOVERY (1982)
 MN0556
 MN0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MN0556'THE SURFACE STATION MARK, RM 1, RM 3 AND THE AZIMUTH MARK WERE ALL
 MN0556'RECOVERED IN GOOD CONDITION.  RM 2 WAS FOUND IN POOR CONDITION
 MN0556'BECAUSE OF EROSION.  THE AZIMUTH MARK WILL BE DESTROYED BY ROAD
 MN0556'CONSTRUCTION, THEREFORE AN AZIMUTH MARK 2 HAS BEEN ESTABLISHED.  THE
 MN0556'DISKS WERE SALVAGED FORM RM 2 AND THE AZIMUTH MARK.  SATISFACTORY
 MN0556'CHECKS WERE OBTAINED TO REFERENCE MARKS 1 AND 3.  THE CENTER OF THE
 MN0556'TOP OF THE WESTERN NEBRASKA TECHNICAL COLLEGE WATER TANK WAS ALSO
 MN0556'OBSERVED UPON.
 MN0556'THE STATION IS LOCATED ABOUT 21.73 KM (13.50 MI) WEST FROM SIDNEY,
 MN0556'10.46 KM (6.50 MI) SOUTHEAST FROM POTTER, 9.66 KM (6.00 MI)
 MN0556'WEST-SOUTHWEST FROM BROWNSON AND ON ROAD RIGHT-OF-WAY.
 MN0556'TO REACH FROM THE POST OFFICE IN POTTER, GO SOUTH ON CHESTNUT STREET
 MN0556'FOR 0.32 KM (0.20 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO EAST ON
 MN0556'THE HIGHWAY FOR 8.05 KM (5.00 MI) TO A GRAVELED CROSSROAD.  TURN LEFT
 MN0556'AND GO SOUTH ON THE GRAVELED ROAD FOR 5.15 KM (3.20 MI) TO THE STATION
 MN0556'ON THE LEFT, AT A CROSSROAD.
 MN0556'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MN0556'FLUSH.  IT IS 14.35 M (47.08 FT) EAST FROM THE CENTERLINE OF THE
 MN0556'NORTH/SOUTH ROAD, 11.0 M (36.1 FT) NORTH FROM THE CENTERLINE OF THE
 MN0556'EAST/WEST ROAD, 6.35 M (20.83 FT) SOUTHEAST FROM AN END POWER POLE
 MN0556'AND 0.30 M (0.98 FT) SOUTHEAST FROM A WITNESS POST.  THE UNDERGROUND
 MN0556'MARK WAS NOT INSPECTED.   THE SURFACE MARK IS ALSO A USGS BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0423 ***********************************************************************
 LJ0423  DESIGNATION -  EARL 2
 LJ0423  PID         -  LJ0423
 LJ0423  STATE/COUNTY-  NE/FRONTIER
 LJ0423  COUNTRY     -  US
 LJ0423  USGS QUAD   -  MEDICINE CREEK DAM (2017)
 LJ0423
 LJ0423                         *CURRENT SURVEY CONTROL
 LJ0423  ______________________________________________________________________
 LJ0423* NAD 83(1995) POSITION- 40 29 48.31170(N) 100 09 35.26191(W)   ADJUSTED
 LJ0423* NAD 83(1995) ELLIP HT-   770.348 (meters)        (06/27/02)   ADJUSTED
 LJ0423* NAVD 88 ORTHO HEIGHT -   794.44  (+/-2cm)     2606.4   (feet) VERTCON
 LJ0423  ______________________________________________________________________
 LJ0423  GEOID HEIGHT    -        -24.028 (meters)                     GEOID18
 LJ0423  NAD 83(1995) X  -   -856,861.575 (meters)                     COMP
 LJ0423  NAD 83(1995) Y  - -4,781,485.194 (meters)                     COMP
 LJ0423  NAD 83(1995) Z  -  4,120,585.999 (meters)                     COMP
 LJ0423  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 LJ0423  HORZ ORDER      -  SECOND
 LJ0423  VERT ORDER      -  THIRD ? (See Below)
 LJ0423  ELLP ORDER      -  FOURTH    CLASS I
 LJ0423
 LJ0423.The horizontal coordinates were established by classical geodetic methods
 LJ0423.and adjusted by the National Geodetic Survey in August 1997.
 LJ0423
 LJ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0423
 LJ0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0423.GEOID18 height accuracy estimate available here.
 LJ0423
 LJ0423.The vertical order pertains to the NGVD 29 superseded value.
 LJ0423
 LJ0423.Click photographs - Photos may exist for this station.
 LJ0423
 LJ0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0423
 LJ0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0423
 LJ0423.The ellipsoidal height was determined by GPS observations
 LJ0423.and is referenced to NAD 83.
 LJ0423
 LJ0423. The following values were computed from the NAD 83(1995) position.
 LJ0423
 LJ0423;                    North         East     Units Scale Factor Converg.
 LJ0423;SPC NE       -    73,672.416   486,456.435   MT  0.99981227   -0 06 21.2
 LJ0423;SPC NE       -   241,706.92  1,595,982.49   sFT  0.99981227   -0 06 21.2
 LJ0423;UTM  14      - 4,483,540.355   401,720.296   MT  0.99971889   -0 45 11.7
 LJ0423
 LJ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0423!SPC NE       -   0.99987917  x   0.99981227  =   0.99969146
 LJ0423!UTM  14      -   0.99987917  x   0.99971889  =   0.99959809
 LJ0423
 LJ0423:                Primary Azimuth Mark                     Grid Az
 LJ0423:SPC NE       -  EARL 2 AZ MK                             290 36 48.7
 LJ0423:UTM  14      -  EARL 2 AZ MK                             291 15 39.2
 LJ0423
 LJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0172083540(NAD 83)
 LJ0423
 LJ0423|---------------------------------------------------------------------|
 LJ0423| PID    Reference Object                     Distance      Geod. Az  |
 LJ0423|                                                           dddmmss.s |
 LJ0423| LJ0561 EARL 2 RM 3                          19.148 METERS 09128     |
 LJ0423| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX.23.7 KM 1853047.8 |
 LJ0423| LJ0560 EARL 2 AZ MK                                       2903027.5 |
 LJ0423| LJ0562 EARL 2 RM 4                          20.340 METERS 35928     |
 LJ0423|---------------------------------------------------------------------|
 LJ0423
 LJ0423                          SUPERSEDED SURVEY CONTROL
 LJ0423
 LJ0423  ELLIP H (08/18/97)  770.391  (m)                       GP(       ) 4 1
 LJ0423  NAD 83(1986)-  40 29 48.31524(N)    100 09 35.26640(W) AD(       ) 2
 LJ0423  NAD 27      -  40 29 48.29281(N)    100 09 33.77930(W) AD(       ) 2
 LJ0423  NGVD 29             794.13   (m)         2605.4    (f) LEVELING    3  
 LJ0423
 LJ0423.Superseded values are not recommended for survey control.
 LJ0423
 LJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0423.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0423
 LJ0423_MARKER: DS = TRIANGULATION STATION DISK
 LJ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0423_STAMPING: EARL 2 1951
 LJ0423_MARK LOGO: CGS
 LJ0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0423+STABILITY: SURFACE MOTION
 LJ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0423+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 LJ0423
 LJ0423  HISTORY     - Date     Condition        Report By
 LJ0423  HISTORY     - 1951     MONUMENTED       CGS
 LJ0423  HISTORY     - 1951     GOOD             CGS
 LJ0423  HISTORY     - 19830428 GOOD             NEDR
 LJ0423  HISTORY     - 19890517 GOOD             NGS
 LJ0423
 LJ0423                          STATION DESCRIPTION
 LJ0423
 LJ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0423'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH OF CAMBRIDGE
 LJ0423'AND 10.5 MILES SOUTH-SOUTHWEST OF EUSTIS ALONG THE RIGHT-OF-WAY
 LJ0423'OF A GRADED ROAD.  IT IS 35.0 FEET SOUTH OF THE CENTER OF A
 LJ0423'GRADED ROAD, PROJECTS 2 INCHES AND IS STAMPED EARL 2 1951.
 LJ0423'
 LJ0423'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS THE
 LJ0423'STATION.  IT IS 37.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 LJ0423'PROJECTS 3 INCHES AND IS STAMPED EARL 2 NO 3 1951.
 LJ0423'
 LJ0423'REFERENCE MARK NO. 4 IS LOCATED ACROSS THE ROAD AND IS ABOUT
 LJ0423'THE SAME ELEVATION AS THE STATION.  IT IS 31.0 FEET NORTH
 LJ0423'OF THE CENTER OF A GRADED ROAD.  0.5 FOOT SOUTH OF A WOVEN
 LJ0423'WIRE FENCE AND DIRECTLY UNDER A TELEPHONE LINE.  IT PROJECTS
 LJ0423'4 INCHES AND IS STAMPED EARL 2 NO 4 1951.
 LJ0423'
 LJ0423'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 LJ0423'NO. 4 IS 93.2 FEET.
 LJ0423'
 LJ0423'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH-NORTHWEST OF A WINDMILL,
 LJ0423'31.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND DIRECTLY IN A
 LJ0423'NORTH-SOUTH FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED EARL 2
 LJ0423'1951.
 LJ0423'
 LJ0423'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE, GO SOUTH
 LJ0423'ON THE MAIN STREET FOR 1 BLOCK TO U.S. HIGHWAYS NO. 6 AND 34.
 LJ0423'TURN LEFT AND GO EAST ON U.S. HIGHWAYS NO. 6 AND 34 FOR 0.55
 LJ0423'MILE TO A GRAVEL ROAD LEFT JUST AFTER CROSSING A CEMENT BRIDGE.
 LJ0423'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.5 MILES TO A FORK
 LJ0423'AT THE END OF GRAVEL, TAKE THE LEFT FORK AND GO NORTH AND WEST
 LJ0423'ON A GRADED ROAD FOR 1.65 MILES TO A CROSSROAD AND MAIL BOX ON
 LJ0423'THE LEFT.  TURN RIGHT AND FOLLOW THE MAIN ROAD NORTH FOR 1.95 MILES
 LJ0423'TO A FORK WHERE THE MAIN ROAD BEARS LEFT, TAKE RIGHT FORK AND GO
 LJ0423'NORTHERLY ON A GRADED ROAD FOR 7.15 MILES TO A FORK, TAKE RIGHT
 LJ0423'FORK AND GO EAST FOR 0.35 MILE TO THE TOP OF THE HILL AND
 LJ0423'THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0423'
 LJ0423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRADED
 LJ0423'ROAD FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH
 LJ0423'AND WEST ON A GRADED ROAD FOR 0.4 MILE TO A POINT WHERE THE
 LJ0423'ROAD TURNS RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LJ0423'
 LJ0423'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LJ0423
 LJ0423                          STATION RECOVERY (1951)
 LJ0423
 LJ0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0423'RECOVERED IN GOOD CONDITION.
 LJ0423
 LJ0423                          STATION RECOVERY (1983)
 LJ0423
 LJ0423'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0423'RECOVERED IN GOOD CONDITION.
 LJ0423
 LJ0423                          STATION RECOVERY (1989)
 LJ0423
 LJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0423'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) EAST OF STOCKVILLE,
 LJ0423'19.3 KM (12.00 MI) NORTH OF CAMBRIDGE, 16.9 KM (10.50 MI)
 LJ0423'SOUTH-SOUTHWEST OF EUSTIS.
 LJ0423'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE POST
 LJ0423'OFFICE IN STOCKVILLE, GO EAST ON STATE HIGHWAY 18 FOR 21.7 KM
 LJ0423'(13.50 MI) TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 LJ0423'THE GRADED ROAD FOR 1.77 KM (1.10 MI) TO A DIRT ROAD LEFT.  TURN LEFT
 LJ0423'AND GO EAST ON THE DIRT ROAD FOR 1.13 KM (0.70 MI) TO THE STATION ON
 LJ0423'THE RIGHT.  TO REACH THE STATION FROM THE U.S. POST OFFICE IN ELWOOD,
 LJ0423'LOCATED ALONG U.S. HIGHWAY 283, GO SOUTH ON U.S. HIGHWAY 283 FOR 0.08
 LJ0423'KM (0.05 MI) TO THE JUNCTION WITH STATE HIGHWAY 23.  CONTINUE SOUTH ON
 LJ0423'U.S. HIGHWAY 283 FOR 11.3 KM (7.00 MI) TO THE JUNCTION WITH STATE
 LJ0423'ROUTE 18 ON THE RIGHT.  TURN RIGHT AND AND GO WEST ALONG STATE ROUTE
 LJ0423'18 FOR 8.13 KM (5.05 MI) TO A CROSSROAD AND THE FRONTIER-GOSPER COUNTY
 LJ0423'LINE.  CONTINUE WEST ALONG STATE ROUTE 18 FOR 3.2 KM (2.00 MI) TO
 LJ0423'ANOTHER CROSSROAD WITH THE ROAD RIGHT LEADING TO EUSTIS.  CONTINUE
 LJ0423'WEST ALONG STATE ROUTE 18 FOR 14.3 KM (8.90 MI) TO THE GRADED ROAD ON
 LJ0423'THE LEFT, 0.8 KM (0.50 MI) WEST OF MILEMARKER 24.
 LJ0423'THE STATION MARK IS SET 9.8 M (32.2 FT) SOUTH OF THE APPROXIMATE
 LJ0423'CENTER OF THE DIRT ROAD, 0.76 M (2.5 FT) EAST OF A WITNESS POST AND
 LJ0423'PROJECTS 12 CM ABOVE THE SURFACE.
 LJ0423'DESCRIBED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0683 ***********************************************************************
 MN0683  DESIGNATION -  EARL AZ MK 2
 MN0683  PID         -  MN0683
 MN0683  STATE/COUNTY-  NE/CHEYENNE
 MN0683  COUNTRY     -  US
 MN0683  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0683
 MN0683                         *CURRENT SURVEY CONTROL
 MN0683  ______________________________________________________________________
 MN0683* NAD 83(1995) POSITION- 41 09 50.00619(N) 103 13 39.78247(W)   ADJUSTED
 MN0683* NAVD 88 ORTHO HEIGHT -  1387.3   (meters)     4552.    (feet) VERTCON
 MN0683  ______________________________________________________________________
 MN0683  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 MN0683  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 MN0683  HORZ ORDER      -  THIRD
 MN0683
 MN0683.The horizontal coordinates were established by classical geodetic methods
 MN0683.and adjusted by the National Geodetic Survey in August 1997.
 MN0683
 MN0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0683
 MN0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0683.GEOID18 height accuracy estimate available here.
 MN0683
 MN0683.Click photographs - Photos may exist for this station.
 MN0683
 MN0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0683
 MN0683. The following values were computed from the NAD 83(1995) position.
 MN0683
 MN0683;                    North         East     Units Scale Factor Converg.
 MN0683;SPC NE       -   152,780.456   229,259.777   MT  0.99967630   -2 08 20.4
 MN0683;SPC NE       -   501,247.21    752,163.12   sFT  0.99967630   -2 08 20.4
 MN0683;UTM  13      - 4,558,464.609   648,685.081   MT  0.99987208   +1 10 00.3
 MN0683
 MN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0683!SPC NE       -   0.99978549  x   0.99967630  =   0.99946186
 MN0683!UTM  13      -   0.99978549  x   0.99987208  =   0.99965759
 MN0683
 MN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4868558464(NAD 83)
 MN0683
 MN0683                          SUPERSEDED SURVEY CONTROL
 MN0683
 MN0683  NAD 83(1993)-  41 09 50.00466(N)    103 13 39.78275(W) AD(       ) 3
 MN0683  NAD 83(1992)-  41 09 49.99848(N)    103 13 39.78301(W) AD(       ) 3
 MN0683  NGVD 29 (02/17/94) 1386.7    (m)         4550.     (f) VERT ANG       
 MN0683
 MN0683.Superseded values are not recommended for survey control.
 MN0683
 MN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0683.See file dsdata.pdf to determine how the superseded data were derived.
 MN0683
 MN0683_MARKER: DZ = AZIMUTH MARK DISK
 MN0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0683_STAMPING: EARL 1963 NO 2 1982
 MN0683_MARK LOGO: NGS
 MN0683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0683+STABILITY: SURFACE MOTION
 MN0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0683+SATELLITE: SATELLITE OBSERVATIONS - 1982
 MN0683
 MN0683  HISTORY     - Date     Condition        Report By
 MN0683  HISTORY     - 1982     MONUMENTED       NGS
 MN0683
 MN0683                          STATION DESCRIPTION
 MN0683
 MN0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MN0683'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST FROM POTTER,
 MN0683'4.8 KM (3.0 MI) SOUTH FROM INTERSTATE HIGHWAY 80 AND ON THE NORTH
 MN0683'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 MN0683'TO REACH FROM CHESTNUT STREET AND U.S. HIGHWAY 30, IN POTTER, GO EAST
 MN0683'ON THE HIGHWAY FOR 8.05 KM (5.00 MI) TO A CROSSROAD.  TURN RIGHT AND
 MN0683'GO SOUTH ON A GRAVELED ROAD FOR 5.15 KM (3.20 MI) TO A CROSSROAD.
 MN0683'TURN RIGHT AND GO WEST FOR 0.47 KM (0.29 MI) TO THE STATION ON THE
 MN0683'RIGHT.
 MN0683'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0683'PROJECTS 10 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND DISK IS
 MN0683'RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 11.1
 MN0683'M (36.4 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.58 M (1.90 FT)
 MN0683'SOUTH FROM A POWER POLE, 0.3 M (1.0 FT) SOUTH FROM A FENCE AND 0.3 M
 MN0683'(1.0 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0546 ***********************************************************************
 LJ0546  DESIGNATION -  EARL AZ MK 2
 LJ0546  PID         -  LJ0546
 LJ0546  STATE/COUNTY-  NE/FRONTIER
 LJ0546  COUNTRY     -  US
 LJ0546  USGS QUAD   -  MEDICINE CREEK DAM (2017)
 LJ0546
 LJ0546                         *CURRENT SURVEY CONTROL
 LJ0546  ______________________________________________________________________
 LJ0546* NAD 83(1995) POSITION- 40 29 48.83502(N) 100 08 36.30335(W)   ADJUSTED
 LJ0546* NAVD 88 ORTHO HEIGHT -   770.7   (meters)     2529.    (feet) VERTCON
 LJ0546  ______________________________________________________________________
 LJ0546  GEOID HEIGHT    -        -24.059 (meters)                     GEOID18
 LJ0546  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 LJ0546  HORZ ORDER      -  THIRD
 LJ0546
 LJ0546.The horizontal coordinates were established by classical geodetic methods
 LJ0546.and adjusted by the National Geodetic Survey in August 1997.
 LJ0546
 LJ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0546
 LJ0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0546.GEOID18 height accuracy estimate available here.
 LJ0546
 LJ0546.Click photographs - Photos may exist for this station.
 LJ0546
 LJ0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0546
 LJ0546. The following values were computed from the NAD 83(1995) position.
 LJ0546
 LJ0546;                    North         East     Units Scale Factor Converg.
 LJ0546;SPC NE       -    73,686.121   487,844.540   MT  0.99981223   -0 05 42.2
 LJ0546;SPC NE       -   241,751.88  1,600,536.63   sFT  0.99981223   -0 05 42.2
 LJ0546;UTM  14      - 4,483,538.374   403,108.335   MT  0.99971556   -0 44 33.4
 LJ0546
 LJ0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0546!SPC NE       -   0.99988288  x   0.99981223  =   0.99969514
 LJ0546!UTM  14      -   0.99988288  x   0.99971556  =   0.99959848
 LJ0546
 LJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0310883538(NAD 83)
 LJ0546
 LJ0546                          SUPERSEDED SURVEY CONTROL
 LJ0546
 LJ0546  NAD 83(1986)-  40 29 48.83853(N)    100 08 36.30782(W) AD(       ) 3
 LJ0546  NGVD 29 (02/17/94)  770.4    (m)         2528.     (f) VERT ANG       
 LJ0546
 LJ0546.Superseded values are not recommended for survey control.
 LJ0546
 LJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0546.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0546
 LJ0546_MARKER: DZ = AZIMUTH MARK DISK
 LJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0546_STAMPING: EARL AZIMUTH 1934 RESET 1983
 LJ0546_MARK LOGO: NGS
 LJ0546_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0546+STABILITY: SURFACE MOTION
 LJ0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0546+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LJ0546
 LJ0546  HISTORY     - Date     Condition        Report By
 LJ0546  HISTORY     - 1983     MONUMENTED       NEDR
 LJ0546
 LJ0546                          STATION DESCRIPTION
 LJ0546
 LJ0546'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0546'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTH FROM CAMBRIDGE,
 LJ0546'16.90 KM (10.50 MI) SOUTH FROM EUSTIS AND THE NORTH SIDE OF A ROAD.
 LJ0546'TO REACH FROM THE INTERSECTION JUST NORTH OF THE POST OFFICE IN
 LJ0546'STOCKVILLE, GO EAST ON STATE ROAD 18 FOR 21.73 KM (13.50 MI) TO A
 LJ0546'CROSSROAD, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.776 KM
 LJ0546'(1.104 MI) TO STATIONS EARL AND EARL 2.  FROM THE STATIONS, GO EAST
 LJ0546'ON A DIRT ROAD, FOLLOWING CURVE FOR 0.48 KM (0.30 MI) TO A FIELD
 LJ0546'ENTRANCE ON THE EAST SIDE OF THE ROAD.  GO EAST ON FIELD ROAD FOR
 LJ0546'0.32 KM (0.20 MI), FOLLOWING CURVE OF ROAD, TO EAST/WEST FENCE LINE.
 LJ0546'FOLLOW FENCE LINE EAST FOR 0.08 KM (0.05 MI) TO GATE, CONTINUE EAST
 LJ0546'ON SECTION LINE ROAD FOR 0.64 KM (0.40 MI) TO POINT ON TOP OF HILL
 LJ0546'AND ON NORTH SIDE OF ROAD.
 LJ0546'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LJ0546'0.1 FT (0.0 M) ABOVE THE GROUND.  IT IS 147.82 FT (45.06 M)
 LJ0546'WEST-SOUTHWEST FROM THE NORTH GATE POST OF A FENCE RUNNING NORTH,
 LJ0546'133.19 FT (40.60 M) EAST-SOUTHEAST FROM A CORNER POST, 81.78 FT
 LJ0546'(24.93 M) WEST-NORTHWEST FROM A BLAZED, 12-IN ELM TREE, 27.0 FT
 LJ0546'(8.2 M) NORTH FROM THE CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) SOUTH
 LJ0546'FROM AN EAST/WEST FENCE LINE AND 2.0 FT (0.6 M) SOUTH FROM A WITNESS
 LJ0546'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0765 ***********************************************************************
 LG0765  DESIGNATION -  EARNEST
 LG0765  PID         -  LG0765
 LG0765  STATE/COUNTY-  NE/SEWARD
 LG0765  COUNTRY     -  US
 LG0765  USGS QUAD   -  MILFORD (2017)
 LG0765
 LG0765                         *CURRENT SURVEY CONTROL
 LG0765  ______________________________________________________________________
 LG0765* NAD 83(1995) POSITION- 40 47 04.48800(N) 097 06 52.35804(W)   ADJUSTED
 LG0765* NAVD 88 ORTHO HEIGHT -   466.    (meters)     1529.    (feet) SCALED
 LG0765  ______________________________________________________________________
 LG0765  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 LG0765  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 LG0765  HORZ ORDER      -  FIRST
 LG0765
 LG0765.The horizontal coordinates were established by classical geodetic methods
 LG0765.and adjusted by the National Geodetic Survey in August 1997.
 LG0765
 LG0765.The orthometric height was scaled from a topographic map.
 LG0765
 LG0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0765.GEOID18 height accuracy estimate available here.
 LG0765
 LG0765.Click photographs - Photos may exist for this station.
 LG0765
 LG0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0765
 LG0765. The following values were computed from the NAD 83(1995) position.
 LG0765
 LG0765;                    North         East     Units Scale Factor Converg.
 LG0765;SPC NE       -   109,677.701   743,447.871   MT  0.99973722   +1 54 43.9
 LG0765;SPC NE       -   359,834.26  2,439,128.56   sFT  0.99973722   +1 54 43.9
 LG0765;UTM  14      - 4,516,554.045   659,089.164   MT  0.99991152   +1 13 54.7
 LG0765
 LG0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0765!SPC NE       -   0.99993111  x   0.99973722  =   0.99966835
 LG0765!UTM  14      -   0.99993111  x   0.99991152  =   0.99984264
 LG0765
 LG0765:                Primary Azimuth Mark                     Grid Az
 LG0765:SPC NE       -  EARNEST AZ MK                            278 41 51.3
 LG0765:UTM  14      -  EARNEST AZ MK                            279 22 40.5
 LG0765
 LG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5908916554(NAD 83)
 LG0765
 LG0765|---------------------------------------------------------------------|
 LG0765| PID    Reference Object                     Distance      Geod. Az  |
 LG0765|                                                           dddmmss.s |
 LG0765| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX.13.7 KM 0053951.5 |
 LG0765| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX.12.2 KM 0482845.3 |
 LG0765| CN9210 EARNEST RM 1                         28.703 METERS 06235     |
 LG0765| LG0767 MILFORD INDUSTRIAL HOME TANK        APPROX. 7.8 KM 0995238.5 |
 LG0765| LG0764 MILFORD MUNICIPAL TANK              APPROX. 4.9 KM 1054331.2 |
 LG0765| LG0766 MILFORD TRADE SCHOOL POWER STK      APPROX. 6.2 KM 1065311.0 |
 LG0765| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.15.3 KM 1795418.9 |
 LG0765| CN9209 EARNEST AZ MK                                      2803635.2 |
 LG0765| LG0796 OMAHA SALT LAKE CITY AWY BN 81      APPROX.22.9 KM 3022107.2 |
 LG0765| LG0757 OMAHA SALT LAKE CITY AWY BN 82      APPROX.13.0 KM 3575357.0 |
 LG0765| CN9211 EARNEST RM 2                         28.179 METERS 35809     |
 LG0765|---------------------------------------------------------------------|
 LG0765
 LG0765                          SUPERSEDED SURVEY CONTROL
 LG0765
 LG0765  NAD 83(1986)-  40 47 04.49713(N)    097 06 52.35804(W) AD(       ) 1
 LG0765  NAD 27      -  40 47 04.47000(N)    097 06 51.22400(W) AD(       ) 1
 LG0765
 LG0765.Superseded values are not recommended for survey control.
 LG0765
 LG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0765.See file dsdata.pdf to determine how the superseded data were derived.
 LG0765
 LG0765_MARKER: DS = TRIANGULATION STATION DISK
 LG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0765_STAMPING: EARNEST 1935
 LG0765_MARK LOGO: CGS
 LG0765_PROJECTION: FLUSH
 LG0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0765+STABILITY: SURFACE MOTION
 LG0765
 LG0765  HISTORY     - Date     Condition        Report By
 LG0765  HISTORY     - 1935     MONUMENTED       CGS
 LG0765  HISTORY     - 1947     GOOD             CGS
 LG0765
 LG0765                          STATION DESCRIPTION
 LG0765
 LG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0765'STATION IS LOCATED IN T 9 N, R 3 E, IN THE SW 1/4 OF SECTION 5.
 LG0765'ABOUT 3 MI. W OF MILFORD, ON A SMALL KNOLL JUST SOUTH OF THE
 LG0765'ROAD AT THE HOUSE OF MR. EARNEST.
 LG0765'
 LG0765'REACHED FROM THE P.O. IN MILFORD BY GOING W ON MAIN STREET (CITY
 LG0765'RT. US 6) 0.75 MI TO US 6 (PAVED).  CONTINUE W ON US 6 FOR 2.0
 LG0765'MI, TURN RIGHT (N) ON GRADED DIRT ROAD GO 1.0 MI., TURN LEFT (W)
 LG0765'GO 0.6 MI, TURN LEFT (S) INTO DRIVEWAY AT MR. EARNESTS HOUSE,
 LG0765'PROCEED AROUND TO SW OF HOUSE TO MARK.  13 FT W OF SHED, 10 FT
 LG0765'E OF FENCE AT GRAPE ARBOR.  MARK IS FLUSH WITH GROUND.
 LG0765'
 LG0765'R.M. 1 IS ENE OF STATION IN E AND W FENCE LINE OF FENCE AROUND
 LG0765'YARD, 18 FT E OF FENCE CORNER, 24 FT W OF SIDEWALK.  MARK IS
 LG0765'FLUSH WITH GROUND.
 LG0765'
 LG0765'R.M. 2 IS N OF STATION, 9 FT W OF SMALL SHED.  MARK IS FLUSH WITH
 LG0765'GROUND.
 LG0765'
 LG0765'AZIMUTH MARK IS APPROX. 0.35 MI W OF STATION.  REACHED FROM
 LG0765'ENTRANCE TO DRIVEWAY BY GOING W FOR 0.35 MI TO MARK IN N R.O.W.
 LG0765'FENCE LINE, 60 FT W OF N AND S ROAD, 27 FT N OF CENTERLINE OF E
 LG0765'AND W ROAD.  MARK PROJECTS ABOUT 5 INCHES.
 LG0765'
 LG0765'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LG0765
 LG0765                          STATION RECOVERY (1947)
 LG0765
 LG0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0765'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS FOUND TO BE
 LG0765'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0765'
 LG0765'THE STATION IS LOCATED ABOUT 3 MILES WEST OF MILFORD IN THE
 LG0765'FARM YARD OF THE FARM NOW OCCUPIED BY MELVIN STUTZMAN.  IT IS 21
 LG0765'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE CHICKEN HOUSE,
 LG0765'75 FEET SOUTHWEST OF THE SOUTHWEST FENCE CORNER OF A YARD AND 37
 LG0765'FEET SOUTH OF THE CENTER OF A TRACK ROAD.  IT IS STAMPED EARNEST
 LG0765'1935 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0765'
 LG0765'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE LINE
 LG0765'AT THE SOUTH EDGE OF THE YARD, 24 FEET EAST OF A FENCE
 LG0765'CORNER, 30 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 LG0765'OF THE FARM HOUSE, AND 21 FEET WEST OF THE GATE LEADING TO THE
 LG0765'YARD.  IT IS STAMPED EARNEST NO 1 1935 AND IS FLUSH WITH THE
 LG0765'SURFACE OF THE GROUND.
 LG0765'
 LG0765'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTER OF
 LG0765'A TRACK ROAD, 6 FEET SOUTHWEST OF A CEDAR TREE AT THE WEST END OF
 LG0765'AN EAST-WEST ROW OF TREES.  IT IS STAMPED EARNEST NO 2 1935 AND IS
 LG0765'FLUSH WITH THE SURFACE OF THE GROUND.
 LG0765'
 LG0765'AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A CROSS ROAD,
 LG0765'60 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 33 FEET NORTH OF AN
 LG0765'EAST-WEST GRAVELED ROAD, 3 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 LG0765'AND 2 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG0765'PROJECTING 2 FEET.  IT IS STAMPED EARNEST 1935 AND PROJECTS 1
 LG0765'FOOT.
 LG0765'
 LG0765'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO SOUTH
 LG0765'0.75 MILE TO U.S. HIGHWAY 6, TURN RIGHT AND GO WEST ON U.S.
 LG0765'HIGHWAY 6 FOR 2.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO 1.0
 LG0765'MILE TO A CROSSROAD, TURN LEFT AND GO 0.65 MILE TO THE FARM HOUSE
 LG0765'AND THE STATION ON THE LEFT AS DESCRIBED.
 LG0765'
 LG0765'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 LG0765'ROAD FOR 0.35 MILE TO THE CROSSROAD AND THE AZIMUTH MARK AS
 LG0765'DESCRIBED.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 30 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT MILLS IS VISIBLE AT 20 FEET.
 LG0765'
 LG0765'AN 87 FOOT SIGNAL AT CLARK 1935 IS VISIBLE AT 20 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT DUBA IS VISIBLE AT 20 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 50 FEET.
 LG0765'
 LG0765'A 4 FOOT SIGNAL AT WALNUT IS VISIBLE AT 30 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT WEST IS VISIBLE AT 30 FEET.
 LG0765'
 LG0765'THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK WITH THE 1935
 LG0765'OBSERVATIONS, IT WAS REOBSERVED IN THE FIELD AND NO CHANGE WAS
 LG0765'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1041 ***********************************************************************
 LH1041  DESIGNATION -  EDDYVILLE
 LH1041  PID         -  LH1041
 LH1041  STATE/COUNTY-  NE/DAWSON
 LH1041  COUNTRY     -  US
 LH1041  USGS QUAD   -  SUMNER (2017)
 LH1041
 LH1041                         *CURRENT SURVEY CONTROL
 LH1041  ______________________________________________________________________
 LH1041* NAD 83(1995) POSITION- 40 57 00.71267(N) 099 35 47.02989(W)   ADJUSTED
 LH1041* NAVD 88 ORTHO HEIGHT -   767.    (meters)     2516.    (feet) SCALED
 LH1041  ______________________________________________________________________
 LH1041  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 LH1041  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LH1041  HORZ ORDER      -  THIRD
 LH1041
 LH1041.The horizontal coordinates were established by classical geodetic methods
 LH1041.and adjusted by the National Geodetic Survey in August 1997.
 LH1041
 LH1041.The orthometric height was scaled from a topographic map.
 LH1041
 LH1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1041.GEOID18 height accuracy estimate available here.
 LH1041
 LH1041.Click photographs - Photos may exist for this station.
 LH1041
 LH1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1041
 LH1041. The following values were computed from the NAD 83(1995) position.
 LH1041
 LH1041;                    North         East     Units Scale Factor Converg.
 LH1041;SPC NE       -   124,081.176   533,972.606   MT  0.99970530   +0 16 02.9
 LH1041;SPC NE       -   407,089.66  1,751,875.12   sFT  0.99970530   +0 16 02.9
 LH1041;UTM  14      - 4,533,399.812   449,804.218   MT  0.99963101   -0 23 27.2
 LH1041
 LH1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1041!SPC NE       -   0.99988336  x   0.99970530  =   0.99958870
 LH1041!UTM  14      -   0.99988336  x   0.99963101  =   0.99951441
 LH1041
 LH1041:                Primary Azimuth Mark                     Grid Az
 LH1041:SPC NE       -  EDDYVILLE AZ MK                          000 32 16.3
 LH1041:UTM  14      -  EDDYVILLE AZ MK                          001 11 46.4
 LH1041
 LH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4980433399(NAD 83)
 LH1041
 LH1041|---------------------------------------------------------------------|
 LH1041| PID    Reference Object                     Distance      Geod. Az  |
 LH1041|                                                           dddmmss.s |
 LH1041| CN9212 EDDYVILLE AZ MK                                    0004819.2 |
 LH1041| CN9213 EDDYVILLE RM 1                       17.682 METERS 09502     |
 LH1041| CN9214 EDDYVILLE RM 2                        8.346 METERS 34210     |
 LH1041|---------------------------------------------------------------------|
 LH1041
 LH1041                          SUPERSEDED SURVEY CONTROL
 LH1041
 LH1041  NAD 83(1986)-  40 57 00.71926(N)    099 35 47.03409(W) AD(       ) 3
 LH1041  NAD 27      -  40 57 00.68700(N)    099 35 45.65500(W) AD(       ) 3
 LH1041
 LH1041.Superseded values are not recommended for survey control.
 LH1041
 LH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1041.See file dsdata.pdf to determine how the superseded data were derived.
 LH1041
 LH1041_MARKER: DS = TRIANGULATION STATION DISK
 LH1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1041_STAMPING: EDDYVILLE 1951
 LH1041_MARK LOGO: CGS
 LH1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1041+STABILITY: SURFACE MOTION
 LH1041
 LH1041  HISTORY     - Date     Condition        Report By
 LH1041  HISTORY     - 1951     MONUMENTED       CGS
 LH1041  HISTORY     - 1963     GOOD             CGS
 LH1041
 LH1041                          STATION DESCRIPTION
 LH1041
 LH1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1041'THE STATION IS LOCATED ABOUT 5 MILES WEST OF SUMNER AND 5 MILES
 LH1041'SOUTH-SOUTHEAST OF EDDYVILLE.  IT IS 25 FEET SOUTHEAST OF A
 LH1041'POWER LINE POLE, 24 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1041'DIRT ROAD, 10 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 5 FEET
 LH1041'EAST OF A WITNESS POST.  IT IS STAMPED EDDYVILLE 1951 AND
 LH1041'PROJECTS 6 INCHES.
 LH1041'
 LH1041'REFERENCE MARK NO. 1 IS JUST WEST OF A NORTH-SOUTH FENCE LINE AND
 LH1041'34 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS
 LH1041'STAMPED EDDYVILLE NO 1 1951 AND PROJECTS 6 INCHES.
 LH1041'
 LH1041'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1041'DIRT ROAD AND 10 FEET NORTHEAST OF A POWERLINE POLE.  IT IS
 LH1041'STAMPED EDDYVILLE NO 2 1951 AND PROJECTS 6 INCHES.
 LH1041'
 LH1041'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1041'NO. 2 IS 73.1 FEET.
 LH1041'
 LH1041'THE AZIMUTH MARK IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD,
 LH1041'38 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 7 FEET
 LH1041'WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A POWERLINE POLE
 LH1041'AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED EDDYVILLE
 LH1041'1951 AND PROJECTS 3 INCHES.
 LH1041'
 LH1041'TO REACH THE STATION FROM THE POST OFFICE IN EDDYVILLE, GO SOUTHERLY
 LH1041'ON STATE HIGHWAY 40 FOR 4.55 MILES TO A FORK, AT THIS POINT STATE
 LH1041'HIGHWAY 40 CURVES TO THE EAST, CONTINUE SOUTH ON A DIRT ROAD FOR
 LH1041'0.1 MILE TO A CROSSROAD.  CONTINUE SOUTH FOR 0.4 MILE TO THE
 LH1041'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH FOR 0.25
 LH1041'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1041'
 LH1041'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1041
 LH1041                          STATION RECOVERY (1963)
 LH1041
 LH1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1041'STATION, AZIMUTH MARK AND ALL REFERENCE MARKS WERE RECOVERED IN
 LH1041'GOOD CONDITION.  THOUGH THE IMMEDIATE SURROUNDING AREA HAS NOT
 LH1041'CHANGED, IMPROVEMENTS AND STRAIGHTENING OF HWY 40 MAKES THE ROUTE
 LH1041'DESCRIPTION CHANGE.  FOLLOWING IS A NEW ROUTE DESCRIPTION--
 LH1041'
 LH1041'TO REACH FROM THE POST OFFICE IN EDDYVILLE, GO SOUTH ON HWY 40 FOR
 LH1041'3.6 MILES TO WHERE HWY 40 TURNS EAST AND A GRAVEL ROAD CONTINUES
 LH1041'SOUTH.  TURN RIGHT ON THIS GRAVEL ROAD AND GO SOUTH FOR 0.5 MILES
 LH1041'TO A CROSSROAD.  CONTINUE SOUTH ON A SMALL DIRT TRACK ROAD FOR 0.25
 LH1041'MILES TO THE RIGHT FORK.  CONTINUE STRAIGHT SOUTH FOR 0.15 MILES TO
 LH1041'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM HERE CONTINUE
 LH1041'SOUTH FOR 0.25 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0590 ***********************************************************************
 LG0590  DESIGNATION -  EDGAR
 LG0590  PID         -  LG0590
 LG0590  STATE/COUNTY-  NE/CLAY
 LG0590  COUNTRY     -  US
 LG0590  USGS QUAD   -  EDGAR (2017)
 LG0590
 LG0590                         *CURRENT SURVEY CONTROL
 LG0590  ______________________________________________________________________
 LG0590* NAD 83(1986) POSITION- 40 22 06.     (N) 097 58 13.     (W)   SCALED
 LG0590* NAVD 88 ORTHO HEIGHT -   526.965 (meters)     1728.88  (feet) ADJUSTED
 LG0590  ______________________________________________________________________
 LG0590  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 LG0590  DYNAMIC HEIGHT  -        526.661 (meters)     1727.89  (feet) COMP
 LG0590  MODELED GRAVITY -    980,031.9   (mgal)                       NAVD 88
 LG0590
 LG0590  VERT ORDER      -  SECOND    CLASS 0
 LG0590
 LG0590.The horizontal coordinates were scaled from a map and have
 LG0590.an estimated accuracy of +/- 6 seconds.
 LG0590
 LG0590.The orthometric height was determined by differential leveling and
 LG0590.adjusted by the NATIONAL GEODETIC SURVEY
 LG0590.in June 1991.
 LG0590
 LG0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0590.GEOID18 height accuracy estimate available here.
 LG0590
 LG0590.Click photographs - Photos may exist for this station.
 LG0590
 LG0590.The dynamic height is computed by dividing the NAVD 88
 LG0590.geopotential number by the normal gravity value computed on the
 LG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0590.degrees latitude (g = 980.6199 gals.).
 LG0590
 LG0590.The modeled gravity was interpolated from observed gravity values.
 LG0590
 LG0590;                    North         East    Units  Estimated Accuracy
 LG0590;SPC NE       -    61,430.      672,350.      MT  (+/- 180 meters Scaled)
 LG0590
 LG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK874691(NAD 83)
 LG0590
 LG0590                          SUPERSEDED SURVEY CONTROL
 LG0590
 LG0590  NGVD 29 (??/??/92)  526.768  (m)         1728.24   (f) ADJ UNCH    2 0
 LG0590
 LG0590.Superseded values are not recommended for survey control.
 LG0590
 LG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0590.See file dsdata.pdf to determine how the superseded data were derived.
 LG0590
 LG0590_MARKER: DB = BENCH MARK DISK
 LG0590_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0590+WITH SETTING: PAVEMENT
 LG0590_SP_SET: FLAGPOLE BASE
 LG0590_STAMPING: EDGAR 1934
 LG0590_MARK LOGO: CGS
 LG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0590+STABILITY: SURFACE MOTION
 LG0590
 LG0590  HISTORY     - Date     Condition        Report By
 LG0590  HISTORY     - 1934     MONUMENTED       CGS
 LG0590
 LG0590                          STATION DESCRIPTION
 LG0590
 LG0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0590'AT EDGAR.
 LG0590'AT EDGAR, CLAY COUNTY, ABOUT 250 FEET SOUTHEAST OF THE UNION
 LG0590'PACIFIC RAILROAD STATION, 162 FEET SOUTH OF THE CENTERLINE OF THE
 LG0590'MAIN TRACK, 100 FEET EAST OF THE CITY WATER TOWER, 78 FEET
 LG0590'WEST OF A NORTH-AND-SOUTH SIDEWALK, AND IN THE TOP OF THE
 LG0590'CONCRETE BASE OF A FLAGPOLE.  A STANDARD DISK, STAMPED EDGAR 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0962 ***********************************************************************
 LG0962  DESIGNATION -  EDGAR
 LG0962  PID         -  LG0962
 LG0962  STATE/COUNTY-  NE/NUCKOLLS
 LG0962  COUNTRY     -  US
 LG0962  USGS QUAD   -  EDGAR (2017)
 LG0962
 LG0962                         *CURRENT SURVEY CONTROL
 LG0962  ______________________________________________________________________
 LG0962* NAD 83(1995) POSITION- 40 19 20.44435(N) 097 58 20.38571(W)   ADJUSTED
 LG0962* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 LG0962  ______________________________________________________________________
 LG0962  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 LG0962  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 LG0962  HORZ ORDER      -  THIRD
 LG0962
 LG0962.The horizontal coordinates were established by classical geodetic methods
 LG0962.and adjusted by the National Geodetic Survey in August 1997.
 LG0962
 LG0962.The orthometric height was scaled from a topographic map.
 LG0962
 LG0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0962.GEOID18 height accuracy estimate available here.
 LG0962
 LG0962.Click photographs - Photos may exist for this station.
 LG0962
 LG0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0962
 LG0962. The following values were computed from the NAD 83(1995) position.
 LG0962
 LG0962;                    North         East     Units Scale Factor Converg.
 LG0962;SPC NE       -    56,316.810   672,295.452   MT  0.99986981   +1 20 37.4
 LG0962;SPC NE       -   184,766.07  2,205,689.33   sFT  0.99986981   +1 20 37.4
 LG0962;UTM  14      - 4,464,042.126   587,308.554   MT  0.99969383   +0 39 54.1
 LG0962
 LG0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0962!SPC NE       -   0.99992189  x   0.99986981  =   0.99979171
 LG0962!UTM  14      -   0.99992189  x   0.99969383  =   0.99961575
 LG0962
 LG0962:                Primary Azimuth Mark                     Grid Az
 LG0962:SPC NE       -  EDGAR AZ MK RESET                        355 14 03.8
 LG0962:UTM  14      -  EDGAR AZ MK RESET                        355 54 47.1
 LG0962
 LG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8730864042(NAD 83)
 LG0962
 LG0962|---------------------------------------------------------------------|
 LG0962| PID    Reference Object                     Distance      Geod. Az  |
 LG0962|                                                           dddmmss.s |
 LG0962| CN9219 EDGAR RM 3                           52.569 METERS 00106     |
 LG0962| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 5.1 KM 0011556.4 |
 LG0962| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.13.5 KM 0940407.7 |
 LG0962| CN9220 EDGAR RM 4                            6.136 METERS 16752     |
 LG0962| CN9217 EDGAR RM 1                           14.746 METERS 18005     |
 LG0962| CN9218 EDGAR RM 2                           20.583 METERS 27138     |
 LG0962| CN9216 EDGAR AZ MK RESET                                  3563441.2 |
 LG0962| CN9215 EDGAR AZ MK                                        3573211.3 |
 LG0962|---------------------------------------------------------------------|
 LG0962
 LG0962                          SUPERSEDED SURVEY CONTROL
 LG0962
 LG0962  NAD 83(1986)-  40 19 20.45114(N)    097 58 20.38448(W) AD(       ) 3
 LG0962  NAD 27      -  40 19 20.41800(N)    097 58 19.23500(W) AD(       ) 3
 LG0962
 LG0962.Superseded values are not recommended for survey control.
 LG0962
 LG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0962.See file dsdata.pdf to determine how the superseded data were derived.
 LG0962
 LG0962_MARKER: DS = TRIANGULATION STATION DISK
 LG0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0962
 LG0962  HISTORY     - Date     Condition        Report By
 LG0962  HISTORY     - 1950     MONUMENTED       CGS
 LG0962  HISTORY     - 1955     GOOD             CGS
 LG0962
 LG0962                          STATION DESCRIPTION
 LG0962
 LG0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0962'STATION IS LOCATED ABOUT 3 MILES SOUTH OF EDGAR ON THE RIGHT OF
 LG0962'WAY OF GRAVEL ROAD.  STATION IS 35 FEET SOUTH OF THE APPROXIMATE
 LG0962'CENTERLINE OF ROAD, 15 FEET SOUTH SOUTHEAST OF TELEPHONE POLE, 8
 LG0962'FEET SOUTH OF WITNESS POST AND IN FENCELINE.  THE MARK PROJECTS
 LG0962'ABOUT 6 INCHES AND THE DISK IS STAMPED EDGAR 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTERLINE OF ROAD
 LG0962'AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0962'IS STAMPED EDGAR NO 1 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTERLINE OF ROAD
 LG0962'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LG0962'THE DISK IS STAMPED EDGAR NO 2 1950.
 LG0962'
 LG0962'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LG0962'ROAD, 8 FEET SOUTH OF POWER POLE, 3 FEET SOUTH OF WITNESS POST
 LG0962'AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 LG0962'THE DISK IS STAMPED EDGAR 1950.
 LG0962'
 LG0962'TO REACH FROM THE RAILROAD DEPOT IN EDGAR GO SOUTH ON MAIN GRAVEL
 LG0962'ROAD FOR 2.75 MILES TO AZIMUTH ON RIGHT OR WEST SIDE OF ROAD AS
 LG0962'DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO STATION ON LEFT OR
 LG0962'EAST SIDE OF ROAD AS DESCRIBED.
 LG0962'
 LG0962'AN 87 FOOT SIGNAL AT STATION AHLSTROM IS V.G.
 LG0962'
 LG0962'AN 87 FOOT SIGNAL AT STATION DAVENPORT IS V.G.
 LG0962'
 LG0962'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0962
 LG0962                          STATION RECOVERY (1955)
 LG0962
 LG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LG0962'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0962'GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE REFERENCE
 LG0962'AND AZIMUTH MARKS.  THEY WERE MOVED AT THE REQUEST OF MR. EARL
 LG0962'EPLEY, COUNTY COMMISSIONER.  A NEW DESCRIPTION FOLLOWS.
 LG0962'
 LG0962'STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE TOWN OF EDGAR NEAR
 LG0962'A NEW SCHOOL, 187 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVEL
 LG0962'ROAD, 82 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A NEW
 LG0962'SCHOOL, 37 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 22 FEET
 LG0962'NORTH-NORTHWEST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A WHITE
 LG0962'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0962'STAMPED EDGAR 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 3 IS 40 FEET EAST OF THE CENTER OF GRAVEL
 LG0962'ROAD AND 2 FEET SOUTH OF TELEPHONE POLE.  THE MARK PROJECTS 2
 LG0962'INCHES AND THE DISK IS STAMPED EDGAR NO 3 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 4 IS 40 FEET EAST OF THE CENTER OF GRADED
 LG0962'ROAD AND 2 FEET NORTH OF TELEPHONE POLE.  THE MARK PROJECTS 2
 LG0962'INCHES AND THE DISK IS STAMPED EDGAR NO 4 1950.
 LG0962'
 LG0962'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF GRAVEL ROAD, 2
 LG0962'FEET SOUTH OF A POWER POLE, AND 1 FOOT EAST OF A WHITE WITNESS
 LG0962'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EDGAR
 LG0962'RESET 1955.
 LG0962'
 LG0962'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EDGAR, GO SOUTH
 LG0962'ON MAIN GRAVELED ROAD FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 LG0962'RIGHT.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO A NEW
 LG0962'SCHOOLHOUSE ON THE LEFT AND THE STATION MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0891 ***********************************************************************
 LG0891  DESIGNATION -  EDGAR MUNICIPAL STANDPIPE
 LG0891  PID         -  LG0891
 LG0891  STATE/COUNTY-  NE/CLAY
 LG0891  COUNTRY     -  US
 LG0891  USGS QUAD   -  EDGAR (2017)
 LG0891
 LG0891                         *CURRENT SURVEY CONTROL
 LG0891  ______________________________________________________________________
 LG0891* NAD 83(1995) POSITION- 40 22 06.82147(N) 097 58 15.57988(W)   ADJUSTED
 LG0891  ______________________________________________________________________
 LG0891  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 LG0891  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 LG0891  HORZ ORDER      -  THIRD
 LG0891
 LG0891.The horizontal coordinates were established by classical geodetic methods
 LG0891.and adjusted by the National Geodetic Survey in August 1997.
 LG0891
 LG0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0891.GEOID18 height accuracy estimate available here.
 LG0891
 LG0891.Click photographs - Photos may exist for this station.
 LG0891
 LG0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0891
 LG0891. The following values were computed from the NAD 83(1995) position.
 LG0891
 LG0891;                    North         East     Units Scale Factor Converg.
 LG0891;SPC NE       -    61,449.218   672,288.458   MT  0.99985368   +1 20 40.6
 LG0891;SPC NE       -   201,604.64  2,205,666.38   sFT  0.99985368   +1 20 40.6
 LG0891;UTM  14      - 4,469,173.396   587,362.318   MT  0.99969395   +0 39 59.5
 LG0891
 LG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8736269173(NAD 83)
 LG0891
 LG0891                          SUPERSEDED SURVEY CONTROL
 LG0891
 LG0891  NAD 83(1986)-  40 22 06.83036(N)    097 58 15.57643(W) AD(       ) 3
 LG0891  NAD 27      -  40 22 06.78500(N)    097 58 14.42000(W) AD(       ) 3
 LG0891
 LG0891.Superseded values are not recommended for survey control.
 LG0891
 LG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0891.See file dsdata.pdf to determine how the superseded data were derived.
 LG0891
 LG0891_MARKER: 52 = STANDPIPE TANK
 LG0891
 LG0891  HISTORY     - Date     Condition        Report By
 LG0891  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0891  HISTORY     - 1950     GOOD             CGS
 LG0891  HISTORY     - 1963     GOOD             CGS
 LG0891
 LG0891                          STATION DESCRIPTION
 LG0891
 LG0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0891'IT IS LOCATED IN THE CITY PARK APPROXIMATELY 0.2 MILE SOUTH
 LG0891'OF THE CENTER OF THE BUSINESS DISTRICT, 180 FEET SOUTHEAST OF
 LG0891'THE SOUTHEAST CORNER OF THE RAILROAD DEPOT, AND 1/2 BLOCK
 LG0891'WEST OF A NORTH-SOUTH BLACK-TOPPED ROAD.  IT IS A ROUND
 LG0891'STANDPIPE, CONSTRUCTED OF STEEL AND IS 18 FEET IN DIAMETER.  IT
 LG0891'HAS A CONICAL SHAPED ROOF WITH A BALL AND A WEATHER VANE AT
 LG0891'ITS APEX, THE OVERALL HEIGHT IS APPROXIMATELY 125 FEET.  THE
 LG0891'BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 LG0891
 LG0891                          STATION RECOVERY (1950)
 LG0891
 LG0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0891'THIS STATION IS LOCATED ABOUT 2 BLOCKS SOUTH AND 1/2 BLOCK
 LG0891'WEST OF THE POST OFFICE IN EDGAR.  IT IS A STEEL STRUCTURE,
 LG0891'12 FEET IN DIAMETER, ABOUT 90 FEET HIGH, AND IS PAINTED BLACK
 LG0891'WITH A RED TOP.  THERE IS A WEATHER VANE AND A RED LIGHT ON THE
 LG0891'TOP.
 LG0891'
 LG0891'POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 LG0891
 LG0891                          STATION RECOVERY (1963)
 LG0891
 LG0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0891'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS
 LG0891'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1034 ***********************************************************************
 LH1034  DESIGNATION -  EDISON
 LH1034  PID         -  LH1034
 LH1034  STATE/COUNTY-  NE/FURNAS
 LH1034  COUNTRY     -  US
 LH1034  USGS QUAD   -  EDISON (2017)
 LH1034
 LH1034                         *CURRENT SURVEY CONTROL
 LH1034  ______________________________________________________________________
 LH1034* NAD 83(1995) POSITION- 40 19 19.42106(N) 099 46 51.62629(W)   ADJUSTED
 LH1034* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 LH1034  ______________________________________________________________________
 LH1034  GEOID HEIGHT    -        -24.764 (meters)                     GEOID18
 LH1034  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 LH1034  HORZ ORDER      -  THIRD
 LH1034
 LH1034.The horizontal coordinates were established by classical geodetic methods
 LH1034.and adjusted by the National Geodetic Survey in August 1997.
 LH1034
 LH1034.The orthometric height was scaled from a topographic map.
 LH1034
 LH1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1034.GEOID18 height accuracy estimate available here.
 LH1034
 LH1034.Click photographs - Photos may exist for this station.
 LH1034
 LH1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1034
 LH1034. The following values were computed from the NAD 83(1995) position.
 LH1034
 LH1034;                    North         East     Units Scale Factor Converg.
 LH1034;SPC NE       -    54,288.345   518,610.038   MT  0.99986991   +0 08 42.5
 LH1034;SPC NE       -   178,111.01  1,701,473.10   sFT  0.99986991   +0 08 42.5
 LH1034;UTM  14      - 4,463,796.523   433,647.370   MT  0.99965419   -0 30 19.4
 LH1034
 LH1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1034!SPC NE       -   0.99989388  x   0.99986991  =   0.99976381
 LH1034!UTM  14      -   0.99989388  x   0.99965419  =   0.99954811
 LH1034
 LH1034:                Primary Azimuth Mark                     Grid Az
 LH1034:SPC NE       -  EDISON AZ MK                             131 40 40.8
 LH1034:UTM  14      -  EDISON AZ MK                             132 19 42.7
 LH1034
 LH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3364763796(NAD 83)
 LH1034
 LH1034|---------------------------------------------------------------------|
 LH1034| PID    Reference Object                     Distance      Geod. Az  |
 LH1034|                                                           dddmmss.s |
 LH1034| LH1586 EDISON RM 1                           9.610 METERS 08507     |
 LH1034| LH1588 EDISON RM 3                          12.834 METERS 08820     |
 LH1034| LH1015 OXFORD MUNICIPAL TANK               APPROX.14.7 KM 1211556.3 |
 LH1034| LH1585 EDISON AZ MK                                       1314923.3 |
 LH1034| LH1035 EDISON MUNICIPAL TANK               APPROX. 5.2 KM 1740800.7 |
 LH1034| LH1537 EDISON AZ MK 2                      APPROX. 1.0 KM 1771920.6 |
 LH1034| LH1587 EDISON RM 2                          18.323 METERS 18221     |
 LH1034|---------------------------------------------------------------------|
 LH1034
 LH1034                          SUPERSEDED SURVEY CONTROL
 LH1034
 LH1034  NAD 83(1986)-  40 19 19.42578(N)    099 46 51.62912(W) AD(       ) 3
 LH1034  NAD 27      -  40 19 19.39900(N)    099 46 50.19500(W) AD(       ) 3
 LH1034
 LH1034.Superseded values are not recommended for survey control.
 LH1034
 LH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1034.See file dsdata.pdf to determine how the superseded data were derived.
 LH1034
 LH1034_MARKER: DS = TRIANGULATION STATION DISK
 LH1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1034_STAMPING: EDISON 1951
 LH1034_MARK LOGO: CGS
 LH1034_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1034+STABILITY: SURFACE MOTION
 LH1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1034+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1034
 LH1034  HISTORY     - Date     Condition        Report By
 LH1034  HISTORY     - 1951     MONUMENTED       CGS
 LH1034  HISTORY     - 1951     GOOD             CGS
 LH1034  HISTORY     - 19830505 GOOD             NGS
 LH1034  HISTORY     - 19981111 GOOD             NEDR
 LH1034
 LH1034                          STATION DESCRIPTION
 LH1034
 LH1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1034'THE STATION IS LOCATED ABOUT 6 MILES EAST AND 1 MILE NORTH OF
 LH1034'ARAPAHOE AND 3 MILES NORTH OF EDISON.  IT IS 83 FEET NORTHWEST OF
 LH1034'THE CENTER OF A T ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER
 LH1034'OF AN EAST-WEST DIRT ROAD, 5 FEET WEST-SOUTHWEST OF A WITNESS POST
 LH1034'AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1034'EDISON 1951 AND PROJECTS 5 INCHES.
 LH1034'
 LH1034'REFERENCE MARK NO. 1 IS IN A FENCE LINE, 48 FEET WEST OF THE
 LH1034'CENTER OF A NORTH-SOUTH DIRT ROAD AND 29 FEET NORTH OF THE
 LH1034'CENTER OF AN EAST-WEST DIRT ROAD.  IT IS STAMPED EDISON NO 1 1951
 LH1034'AND PROJECTS 3 INCHES.
 LH1034'
 LH1034'REFERENCE MARK NO. 2 IS IN A FENCE LINE, 45 FEET WEST OF A POWER
 LH1034'LINE POLE AND 35 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 LH1034'ROAD.  IT IS STAMPED EDISON NO 2 1951 AND PROJECTS 4 INCHES.
 LH1034'
 LH1034'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1034'NO. 2 IS 71.3 FEET.
 LH1034'
 LH1034'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE, 52.5 FEET
 LH1034'NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34 AND 8 FEET SOUTH
 LH1034'OF A POWER LINE POLE.  IT IS STAMPED EDISON 1951 AND PROJECTS 5
 LH1034'INCHES.
 LH1034'
 LH1034'TO REACH THE STATION FROM THE POST OFFICE IN EDISON, GO NORTHERLY
 LH1034'ON STATE HIGHWAY 3 FOR 2.1 MILES TO U.S. HIGHWAYS 6 AND 34.  CROSS
 LH1034'U.S. HIGHWAYS 6 AND 34 AND CONTINUE NORTH ON A DIRT ROAD FOR 1.0
 LH1034'MILE TO A T ROAD LEFT AND THE STATION AS DESCRIBED.
 LH1034'
 LH1034'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT
 LH1034'ROAD FOR 1.0 MILE TO U.S. HIGHWAYS 6 AND 34, TURN LEFT AND GO
 LH1034'EAST ON U.S. HIGHWAYS 6 AND 34 FOR 1.05 MILES TO THE AZIMUTH
 LH1034'MARK ON THE LEFT AS DESCRIBED.
 LH1034
 LH1034                          STATION RECOVERY (1951)
 LH1034
 LH1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1034'RECOVERED IN GOOD CONDITION.
 LH1034
 LH1034                          STATION RECOVERY (1983)
 LH1034
 LH1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1034'THE SURFACE STATION MARK WAS RECOVERED IN FAIR CONDITION.  REFERENCE
 LH1034'MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 LH1034'REFERENCE MARK 1 WAS FOUND DESTROYED.  THE SURFACE STATION MARK HAD
 LH1034'CONCRETE BROKEN AWAY BUT THE MARK WAS SOLID AND A CHECK ANGLE TO
 LH1034'DISTANT OBJECTS WAS OBTAINED.  THE MARK WAS RE-INFORCED WITH NEW
 LH1034'CONCRETE.  A REFERENCE MARK 3 WAS ESTABLISHED.  DUE TO THE AZIMUTH
 LH1034'MARK BEING THE WAY OF ROAD CONSTRUCTION AN AZIMUTH MARK 2 WAS
 LH1034'ESTABLISHED AND THE ORIGINAL AZIMUTH MARK DESTROYED THIS DATE.  THE
 LH1034'DIRECTION TO RM 2 AGREED WITH 1951 DATA BUT THE DISTANCE WAS 0.015 M
 LH1034'(0.049 FT) SHORTER.  A NEW DESCRIPTION FOLLOWS.
 LH1034'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) WEST-NORTHWEST FROM
 LH1034'OXFORD, 9.7 KM (6.0 MI) EAST FROM ARAPAHOE, 5.2 KM (3.2 MI) NORTH
 LH1034'FROM EDISON AND ON THE NORTH RIGHT-OF-WAY OF A BLADED COUNTY ROAD.
 LH1034'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 6,34 AND A GRADED
 LH1034'COUNTY ROAD, 3.2 KM (2.0 MI) NORTH FROM EDISON, GO NORTH ON THE
 LH1034'GRADED ROAD FOR 0.64 KM (0.40 MI) TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LH1034'CONTINUE NORTH FOR 0.97 KM (0.60 MI) TO A BLADED COUNTY ROAD ON THE
 LH1034'LEFT AND THE STATION ON THE LEFT.
 LH1034'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1034'FLUSH WITH THE GROUND.  IT IS 24.0 M (78.7 FT) WEST FROM THE
 LH1034'CENTERLINE OF THE NORTH/SOUTH ROAD, 10.2 M (33.5 FT) NORTH FROM THE
 LH1034'CENTERLINE OF THE EAST/WEST ROAD AND 0.75 M (2.46 FT) SOUTH FROM A
 LH1034'WITNESS POST.
 LH1034
 LH1034                          STATION RECOVERY (1998)
 LH1034
 LH1034'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1034'ABOUT 3 MI (4.8 KM) NORTH OF EDISON, 1 MI (1.6 KM) NORTH OF THE
 LH1034'JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S. HIGHWAY 136, ON COUNTY ROAD
 LH1034'RIGHT-OF-WAY AND IN THE SE1/4, SEC10, T4N, R22W.  OWNERSHIP, FURNAS
 LH1034'COUNTY.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S.
 LH1034'HIGHWAY 136, ABOUT 2 MI (3.2 KM) NORTH OF EDISON, GO NORTH ON A COUNTY
 LH1034'ROAD FOR 1.0 MI (1.6 KM) TO THE MARK IN THE NORTHWEST ANGLE OF A
 LH1034'T-INTERSECTION WITH A COUNTY ROAD LEADING WEST.  IT IS A STANDARD
 LH1034'DISK, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE
 LH1034'GROUND, THAT IS 24.0 M (78.7 FT) WEST OF THE CENTER OF THE NORTH-SOUTH
 LH1034'ROAD, 18.31 M (60.07 FT) NORTH OF REFERENCE MARK 2, 12.86 M (42.19 FT)
 LH1034'WEST OF REFERENCE MARK 3, 9.64 M (31.63 FT) WEST-SOUTHWEST OF THE
 LH1034'CENTER OF THE OLD CONCRETE POST THAT HAD BEEN REFERENCE MARK 1, 9.1 M
 LH1034'(29.9 FT) NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST AND 0.85 M
 LH1034'(2.79 FT) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1035 ***********************************************************************
 LH1035  DESIGNATION -  EDISON MUNICIPAL TANK
 LH1035  PID         -  LH1035
 LH1035  STATE/COUNTY-  NE/FURNAS
 LH1035  COUNTRY     -  US
 LH1035  USGS QUAD   -  EDISON (2017)
 LH1035
 LH1035                         *CURRENT SURVEY CONTROL
 LH1035  ______________________________________________________________________
 LH1035* NAD 83(1995) POSITION- 40 16 31.64373(N) 099 46 29.11945(W)   ADJUSTED
 LH1035  ______________________________________________________________________
 LH1035  GEOID HEIGHT    -        -24.781 (meters)                     GEOID18
 LH1035  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 LH1035  HORZ ORDER      -  THIRD
 LH1035
 LH1035.The horizontal coordinates were established by classical geodetic methods
 LH1035.and adjusted by the National Geodetic Survey in August 1997.
 LH1035
 LH1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1035.GEOID18 height accuracy estimate available here.
 LH1035
 LH1035.Click photographs - Photos may exist for this station.
 LH1035
 LH1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1035
 LH1035. The following values were computed from the NAD 83(1995) position.
 LH1035
 LH1035;                    North         East     Units Scale Factor Converg.
 LH1035;SPC NE       -    49,115.341   519,154.804   MT  0.99988682   +0 08 57.4
 LH1035;SPC NE       -   161,139.25  1,703,260.39   sFT  0.99988682   +0 08 57.4
 LH1035;UTM  14      - 4,458,618.832   434,133.278   MT  0.99965340   -0 30 03.1
 LH1035
 LH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3413358618(NAD 83)
 LH1035
 LH1035                          SUPERSEDED SURVEY CONTROL
 LH1035
 LH1035  NAD 83(1986)-  40 16 31.64708(N)    099 46 29.12207(W) AD(       ) 3
 LH1035  NAD 27      -  40 16 31.62100(N)    099 46 27.68800(W) AD(       ) 3
 LH1035
 LH1035.Superseded values are not recommended for survey control.
 LH1035
 LH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1035.See file dsdata.pdf to determine how the superseded data were derived.
 LH1035
 LH1035_MARKER: 53 = ELEVATED TANK
 LH1035_MARK LOGO: CGS
 LH1035
 LH1035  HISTORY     - Date     Condition        Report By
 LH1035  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1035  HISTORY     - 1934     GOOD             CGS
 LH1035  HISTORY     - 1935     GOOD             CGS
 LH1035  HISTORY     - 1951     GOOD             CGS
 LH1035  HISTORY     - 1981     GOOD             NGS
 LH1035  HISTORY     - 19810407 GOOD             NGS
 LH1035  HISTORY     - 19830505 GOOD             NGS
 LH1035
 LH1035                          STATION DESCRIPTION
 LH1035
 LH1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1035'STEEL WATER TANK, PROBABLY MUNICIPAL WATER SUPPLY.  TOWN OFF SCHEME
 LH1035'AND NOT VISITED.  OBSERVED CENTER.
 LH1035'
 LH1035'OBSERVED FROM KELLY AND ELKREEK.
 LH1035
 LH1035                          STATION RECOVERY (1934)
 LH1035
 LH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LH1035'RECOVERED IN GOOD CONDITION.
 LH1035
 LH1035                          STATION RECOVERY (1935)
 LH1035
 LH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1035'THE EDISON WATER TANK IS A MUNICIPAL TANK, DARK-COLORED WITH A SILVER
 LH1035'TOP.
 LH1035
 LH1035                          STATION RECOVERY (1951)
 LH1035
 LH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1035'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF EDISON,
 LH1035'162 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 39 FEET
 LH1035'NORTH OF AN EAST-WEST STREET.
 LH1035'
 LH1035'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1035'OVERALL HEIGHT IS 120 FEET.
 LH1035'
 LH1035'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
 LH1035'
 LH1035'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1035
 LH1035                          STATION RECOVERY (1981)
 LH1035
 LH1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1035'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LH1035
 LH1035                          STATION RECOVERY (1981)
 LH1035
 LH1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1035'RECOVERED IN GOOD CONDITION.
 LH1035
 LH1035                          STATION RECOVERY (1983)
 LH1035
 LH1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0645 ***********************************************************************
 MN0645  DESIGNATION -  EDWARDS
 MN0645  PID         -  MN0645
 MN0645  STATE/COUNTY-  NE/BANNER
 MN0645  COUNTRY     -  US
 MN0645  USGS QUAD   -  GABE ROCK (2017)
 MN0645
 MN0645                         *CURRENT SURVEY CONTROL
 MN0645  ______________________________________________________________________
 MN0645* NAD 83(1995) POSITION- 41 30 56.07304(N) 103 46 08.74767(W)   ADJUSTED
 MN0645* NAVD 88 ORTHO HEIGHT -  1533.    (meters)     5030.    (feet) SCALED
 MN0645  ______________________________________________________________________
 MN0645  GEOID HEIGHT    -        -18.855 (meters)                     GEOID18
 MN0645  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 MN0645  HORZ ORDER      -  SECOND
 MN0645
 MN0645.The horizontal coordinates were established by classical geodetic methods
 MN0645.and adjusted by the National Geodetic Survey in August 1997.
 MN0645
 MN0645.The orthometric height was scaled from a topographic map.
 MN0645
 MN0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0645.GEOID18 height accuracy estimate available here.
 MN0645
 MN0645.Click photographs - Photos may exist for this station.
 MN0645
 MN0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0645
 MN0645. The following values were computed from the NAD 83(1995) position.
 MN0645
 MN0645;                    North         East     Units Scale Factor Converg.
 MN0645;SPC NE       -   193,625.978   185,577.319   MT  0.99965861   -2 29 52.0
 MN0645;SPC NE       -   635,254.56    608,848.25   sFT  0.99965861   -2 29 52.0
 MN0645;UTM  13      - 4,596,724.786   602,710.965   MT  0.99972982   +0 48 57.4
 MN0645
 MN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0645!SPC NE       -   0.99976260  x   0.99965861  =   0.99942129
 MN0645!UTM  13      -   0.99976260  x   0.99972982  =   0.99949249
 MN0645
 MN0645:                Primary Azimuth Mark                     Grid Az
 MN0645:SPC NE       -  EDWARDS AZ MK                            235 25 30.4
 MN0645:UTM  13      -  EDWARDS AZ MK                            232 06 41.0
 MN0645
 MN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0271096724(NAD 83)
 MN0645
 MN0645|---------------------------------------------------------------------|
 MN0645| PID    Reference Object                     Distance      Geod. Az  |
 MN0645|                                                           dddmmss.s |
 MN0645| CP7963 EDWARDS RM 1                         33.986 METERS 02952     |
 MN0645| CP7964 EDWARDS RM 2                         36.967 METERS 07410     |
 MN0645| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX.10.4 KM 1610018.6 |
 MN0645| CP7962 EDWARDS AZ MK                                      2325538.4 |
 MN0645|---------------------------------------------------------------------|
 MN0645
 MN0645                          SUPERSEDED SURVEY CONTROL
 MN0645
 MN0645  NAD 83(1993)-  41 30 56.07288(N)    103 46 08.74760(W) AD(       ) 2
 MN0645  NAD 83(1986)-  41 30 56.06242(N)    103 46 08.74863(W) AD(       ) 2
 MN0645  NAD 27      -  41 30 56.14960(N)    103 46 06.94380(W) AD(       ) 2
 MN0645
 MN0645.Superseded values are not recommended for survey control.
 MN0645
 MN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0645.See file dsdata.pdf to determine how the superseded data were derived.
 MN0645
 MN0645_MARKER: DS = TRIANGULATION STATION DISK
 MN0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0645_STAMPING: EDWARDS 1963
 MN0645_MARK LOGO: CGS
 MN0645_PROJECTION: FLUSH
 MN0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0645+STABILITY: SURFACE MOTION
 MN0645
 MN0645  HISTORY     - Date     Condition        Report By
 MN0645  HISTORY     - 1963     MONUMENTED       CGS
 MN0645
 MN0645                          STATION DESCRIPTION
 MN0645
 MN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0645'THE STATION IS ON THE TOP OF A BARE RIDGE, 19 MILES NORTH
 MN0645'AND 5-1/2 MILES WEST OF KIMBALL, 3 MILES SOUTH AND 1-1/4 MILES
 MN0645'WEST OF HARRISBURG AND ON PROPERTY OWNED BY MRS. HOWARD O.
 MN0645'WILSON.
 MN0645'
 MN0645'TO REACH THE STATION FROM THE BANNER COUNTY COURTHOUSE IN
 MN0645'HARRISBURG, GO WEST AND SOUTH ON A BLACKTOP AND GRAVEL ROAD
 MN0645'FOR 3.3 MILES TO A SIDE ROAD AND CATTLE GUARD ON THE RIGHT,
 MN0645'ABOUT 40 YARDS SOUTH OF AN OIL PUMP.  TURN RIGHT, CROSS THE
 MN0645'CATTLE GUARD, TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.15
 MN0645'MILE TO A ROAD FORK.  BEAR RIGHT AND GO SOUTHWEST, WEST AND
 MN0645'NORTHWEST ON THE MAIN DIRT ROAD FOR 1.1 MILES TO A ROAD
 MN0645'FORK.  CONTINUE STRAIGHT AHEAD, RIGHT FORK, ON THE DIRT ROAD
 MN0645'FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTHEASTERLY
 MN0645'ON A DIRT ROAD FOR 0.2 MILE TO ANOTHER T-ROAD.  TURN LEFT
 MN0645'AND GO EAST ON A DIRT ROAD FOR 0.05 MILE TO THE STATION ON
 MN0645'THE LEFT.
 MN0645'
 MN0645'STATION MARKS ARE STANDARD DISKS STAMPED EDWARDS 1963.  THE
 MN0645'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 MN0645'THE SURFACE OF THE GROUND.  IT IS 234 FEET WEST OF THE CENTER
 MN0645'OF AN OIL WELL SEPARATOR, 72 FEET SOUTHWEST OF A FENCE CORNER
 MN0645'WHICH IS AT THE SOUTHWEST SIDE OF A WASTE PIT, AND 53 FEET
 MN0645'NORTH OF THE CENTER OF THE DIRT ROAD.  THE UNDERGROUND DISK
 MN0645'IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 MN0645'SURFACE OF THE GROUND.
 MN0645'
 MN0645'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EDWARDS NO 1
 MN0645'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0645'OF THE GROUND.  IT IS AT THE NORTHWEST CORNER OF THE FENCE
 MN0645'AROUND THE WASTE PIT AND 9.5 FEET EAST OF THE CENTER OF A
 MN0645'DIRT ROAD.
 MN0645'
 MN0645'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EDWARDS NO 2
 MN0645'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0645'OF THE GROUND.  IT IS 136.5 FEET NORTHWEST OF THE CENTER OF
 MN0645'THE OIL SEPARATOR, 54 FEET EAST OF THE SOUTHWEST CORNER OF
 MN0645'THE FENCE AROUND THE WASTE PIT AND 1.5 FEET SOUTH OF THE
 MN0645'FENCE AROUND THE WASTE PIT.
 MN0645'
 MN0645'AZIMUTH MARK, A STANDARD DISK STAMPED EDWARDS 1963, IS SET
 MN0645'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 MN0645'2 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET SOUTHEAST
 MN0645'OF A METAL WITNESS POST.
 MN0645'
 MN0645'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND
 MN0645'SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO AN EAST-WEST FENCE.
 MN0645'TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 MN0645'0.15 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 MN0645'
 MN0645'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0645'
 MN0645'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0025 ***********************************************************************
 LH0025  DESIGNATION -  EE 250
 LH0025  PID         -  LH0025
 LH0025  STATE/COUNTY-  NE/ADAMS
 LH0025  COUNTRY     -  US
 LH0025  USGS QUAD   -  HASTINGS WEST (2017)
 LH0025
 LH0025                         *CURRENT SURVEY CONTROL
 LH0025  ______________________________________________________________________
 LH0025* NAD 83(1986) POSITION- 40 35 54.2    (N) 098 23 20.4    (W)   HD_HELD2
 LH0025* NAVD 88 ORTHO HEIGHT -   589.626 (meters)     1934.46  (feet) ADJUSTED
 LH0025  ______________________________________________________________________
 LH0025  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 LH0025  DYNAMIC HEIGHT  -        589.297 (meters)     1933.39  (feet) COMP
 LH0025  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 LH0025
 LH0025  VERT ORDER      -  FIRST     CLASS II
 LH0025
 LH0025.The horizontal coordinates were established by autonomous hand held GPS
 LH0025.observations and have an estimated accuracy of +/- 10 meters.
 LH0025
 LH0025.The orthometric height was determined by differential leveling and
 LH0025.adjusted by the NATIONAL GEODETIC SURVEY
 LH0025.in May 1993.
 LH0025
 LH0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0025.GEOID18 height accuracy estimate available here.
 LH0025
 LH0025.Click photographs - Photos may exist for this station.
 LH0025
 LH0025.The dynamic height is computed by dividing the NAVD 88
 LH0025.geopotential number by the normal gravity value computed on the
 LH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0025.degrees latitude (g = 980.6199 gals.).
 LH0025
 LH0025.The modeled gravity was interpolated from observed gravity values.
 LH0025
 LH0025;                    North         East    Units  Estimated Accuracy
 LH0025;SPC NE       -    86,214.      636,324.      MT  (+/- 10 meters HH2 GPS)
 LH0025
 LH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5169694355(NAD 83)
 LH0025
 LH0025                          SUPERSEDED SURVEY CONTROL
 LH0025
 LH0025  NAVD 88 (06/15/91)  589.619  (m)         1934.44   (f) SUPERSEDED  1 2
 LH0025  NGVD 29 (02/14/92)  589.388  (m)         1933.68   (f) ADJUSTED    1 2
 LH0025  NGVD 29 (??/??/87)  589.388  (m)         1933.68   (f) SUPERSEDED  1 2
 LH0025
 LH0025.Superseded values are not recommended for survey control.
 LH0025
 LH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0025.See file dsdata.pdf to determine how the superseded data were derived.
 LH0025
 LH0025_MARKER: DB = BENCH MARK DISK
 LH0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0025_SP_SET: BUILDING
 LH0025_STAMPING: EE 250 1947
 LH0025_MARK LOGO: CGS
 LH0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0025+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH0025
 LH0025  HISTORY     - Date     Condition        Report By
 LH0025  HISTORY     - 1947     MONUMENTED       CGS
 LH0025  HISTORY     - 19910925 GOOD             NGS
 LH0025  HISTORY     - 20010810 GOOD             NEDR
 LH0025  HISTORY     - 20150811 GOOD             GEOCAC
 LH0025
 LH0025                          STATION DESCRIPTION
 LH0025
 LH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0025'AT HASTINGS.
 LH0025'AT HASTINGS, NEAR THE INTERSECTION OF NORTH HASTINGS AVENUE
 LH0025'AND 12TH STREET, SET VERTICALLY IN THE WEST WALL OF THE WATER
 LH0025'AND LIGHT COMPANY PLANT BUILDING, 2.0 FEET NORTH OF THE SOUTHWEST
 LH0025'CORNER OF THE BUILDING AND 2.0 FEET ABOVE THE GROUND.
 LH0025
 LH0025                          STATION RECOVERY (1991)
 LH0025
 LH0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0025'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE HASTINGS
 LH0025'UTILITIES MEETING-BOARD ROOM AT 1228 NORTH DENVER AVENUE, 46.5 M
 LH0025'(152.6 FT) WEST OF THE EXTENDED CENTER OF THE AVENUE, 0.6 M (2.0 FT)
 LH0025'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.5 M (1.6 FT)
 LH0025'ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH0025'HASTINGS UTILITIES, 1228 NORTH DENVER AVENUE, HASTINGS, NE 68901,
 LH0025'TELEPHONE NUMBER (308) 463-1371.
 LH0025
 LH0025                          STATION RECOVERY (2001)
 LH0025
 LH0025'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0025'FROM THE CROSSROADS OF ADAMS/HALL COUNTY LINE AND HIGHWAY 281. PROCEED
 LH0025'SOUTH ALONG HIGHWAY 281 7.40 MILES (11.91 KM) TO INTERSECTION OF
 LH0025'BURLINGTON AVENUE AND 12TH STREET.  TURN LEFT GOING EAST DOWN 12TH
 LH0025'STREET 0.14 MILES (0.23 KM) TO INTERSECTION OF 12TH STREET AND
 LH0025'HASTINGS AVENUE.  THEN TURN LEFT GOING NORTH DOWN HASTINGS AVENUE 0.09
 LH0025'MILE (0.14 KM) TO THE BENCH MARK.  NOTE-SET VERTICALLY IN THE WEST
 LH0025'FACE OF THE HASTINGS UTILITIES MEETING BOARD ROOM AT 1228 NORTH DENVER
 LH0025'AVENUE.
 LH0025
 LH0025                          STATION RECOVERY (2015)
 LH0025
 LH0025'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0267 ***********************************************************************
 ML0267  DESIGNATION -  EE 282
 ML0267  PID         -  ML0267
 ML0267  STATE/COUNTY-  NE/HOWARD
 ML0267  COUNTRY     -  US
 ML0267  USGS QUAD   -  SAINT PAUL (2017)
 ML0267
 ML0267                         *CURRENT SURVEY CONTROL
 ML0267  ______________________________________________________________________
 ML0267* NAD 83(1986) POSITION- 41 12 23.     (N) 098 27 37.     (W)   SCALED
 ML0267* NAVD 88 ORTHO HEIGHT -   549.991 (meters)     1804.43  (feet) ADJUSTED
 ML0267  ______________________________________________________________________
 ML0267  GEOID HEIGHT    -        -24.662 (meters)                     GEOID18
 ML0267  DYNAMIC HEIGHT  -        549.713 (meters)     1803.52  (feet) COMP
 ML0267  MODELED GRAVITY -    980,101.4   (mgal)                       NAVD 88
 ML0267
 ML0267  VERT ORDER      -  SECOND    CLASS 0
 ML0267
 ML0267.The horizontal coordinates were scaled from a map and have
 ML0267.an estimated accuracy of +/- 6 seconds.
 ML0267
 ML0267.The orthometric height was determined by differential leveling and
 ML0267.adjusted by the NATIONAL GEODETIC SURVEY
 ML0267.in June 1991.
 ML0267
 ML0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0267.GEOID18 height accuracy estimate available here.
 ML0267
 ML0267.Click photographs - Photos may exist for this station.
 ML0267
 ML0267.The dynamic height is computed by dividing the NAVD 88
 ML0267.geopotential number by the normal gravity value computed on the
 ML0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0267.degrees latitude (g = 980.6199 gals.).
 ML0267
 ML0267.The modeled gravity was interpolated from observed gravity values.
 ML0267
 ML0267;                    North         East    Units  Estimated Accuracy
 ML0267;SPC NE       -   153,590.      629,090.      MT  (+/- 180 meters Scaled)
 ML0267
 ML0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL452618(NAD 83)
 ML0267
 ML0267                          SUPERSEDED SURVEY CONTROL
 ML0267
 ML0267  NGVD 29 (??/??/92)  549.745  (m)         1803.62   (f) ADJ UNCH    2 0
 ML0267
 ML0267.Superseded values are not recommended for survey control.
 ML0267
 ML0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0267.See file dsdata.pdf to determine how the superseded data were derived.
 ML0267
 ML0267_MARKER: P = PIPE CAP
 ML0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0267_STAMPING: E E 282 1949
 ML0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0267
 ML0267  HISTORY     - Date     Condition        Report By
 ML0267  HISTORY     - 1949     MONUMENTED       BOR
 ML0267  HISTORY     - 1949     GOOD             CGS
 ML0267  HISTORY     - 1959     MARK NOT FOUND   USGS
 ML0267
 ML0267                          STATION DESCRIPTION
 ML0267
 ML0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0267'0.8 MI SW FROM ST PAUL.
 ML0267'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0267'ST. PAUL, THENCE 0.15 MILE WEST ALONG A COUNTY ROAD, AT THE
 ML0267'JUNCTION OF THE COUNTY ROAD AND NINTH STREET, 1.0 FOOT SOUTH
 ML0267'OF A FENCE CORNER, 29 FEET WEST OF THE CENTER LINE OF NINTH
 ML0267'STREET, 30 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD,
 ML0267'15.8 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT,
 ML0267'2.0 FEET EAST OF A WITNESS POST, A BRONZE CAP RIVETED ON
 ML0267'THE TOP OF A STEEL PIPE WHICH PROJECTS 4 INCHES ABOVE THE
 ML0267'GROUND.
 ML0267
 ML0267                          STATION RECOVERY (1959)
 ML0267
 ML0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ML0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0697 ***********************************************************************
 NP0697  DESIGNATION -  EGAN
 NP0697  PID         -  NP0697
 NP0697  STATE/COUNTY-  NE/DAWES
 NP0697  COUNTRY     -  US
 NP0697  USGS QUAD   -  WAYSIDE (2017)
 NP0697
 NP0697                         *CURRENT SURVEY CONTROL
 NP0697  ______________________________________________________________________
 NP0697* NAD 83(1996) POSITION- 42 59 44.24706(N) 103 12 18.96785(W)   ADJUSTED
 NP0697* NAVD 88 ORTHO HEIGHT -  1129.    (meters)     3704.    (feet) SCALED
 NP0697  ______________________________________________________________________
 NP0697  GEOID HEIGHT    -        -17.268 (meters)                     GEOID18
 NP0697  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 NP0697  HORZ ORDER      -  FIRST
 NP0697
 NP0697.The horizontal coordinates were established by classical geodetic methods
 NP0697.and adjusted by the National Geodetic Survey in January 1998.
 NP0697
 NP0697.The orthometric height was scaled from a topographic map.
 NP0697
 NP0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0697.GEOID18 height accuracy estimate available here.
 NP0697
 NP0697.Click photographs - Photos may exist for this station.
 NP0697
 NP0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0697
 NP0697. The following values were computed from the NAD 83(1996) position.
 NP0697
 NP0697;                    North         East     Units Scale Factor Converg.
 NP0697;SPC NE       -   355,979.601   238,681.123   MT  0.99999799   -2 07 26.8
 NP0697;SPC NE       - 1,167,909.74    783,072.98   sFT  0.99999799   -2 07 26.8
 NP0697;SPC SD S     -    77,623.598   365,857.722   MT  0.99996553   -1 58 52.4
 NP0697;SPC SD S     -   254,670.09  1,200,318.21   sFT  0.99996553   -1 58 52.4
 NP0697;UTM  13      - 4,761,891.678   646,297.673   MT  0.99986330   +1 13 26.8
 NP0697
 NP0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0697!SPC NE       -   0.99982575  x   0.99999799  =   0.99982374
 NP0697!SPC SD S     -   0.99982575  x   0.99996553  =   0.99979129
 NP0697!UTM  13      -   0.99982575  x   0.99986330  =   0.99968908
 NP0697
 NP0697:                Primary Azimuth Mark                     Grid Az
 NP0697:SPC NE       -  EGAN AZ MK                               156 45 46.2
 NP0697:SPC SD S     -  EGAN AZ MK                               156 37 11.8
 NP0697:UTM  13      -  EGAN AZ MK                               153 24 52.6
 NP0697
 NP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4629761891(NAD 83)
 NP0697
 NP0697|---------------------------------------------------------------------|
 NP0697| PID    Reference Object                     Distance      Geod. Az  |
 NP0697|                                                           dddmmss.s |
 NP0697| NP0688 CHADRON C AND NW RR WEST TANK       APPROX.24.3 KM 1371255.9 |
 NP0697| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX.24.3 KM 1371627.8 |
 NP0697| NP0692 CHADRON ST NORMAL COLL RED STK      APPROX.25.7 KM 1393510.8 |
 NP0697| NP0689 CHEYENNE HURON AWY BCN 17           APPROX.20.7 KM 1533913.2 |
 NP0697| CP9247 EGAN AZ MK                                         1543819.4 |
 NP0697| CP9248 EGAN RM 1                            10.042 METERS 24201     |
 NP0697| CP9249 EGAN RM 2                             5.809 METERS 31119     |
 NP0697|---------------------------------------------------------------------|
 NP0697
 NP0697                          SUPERSEDED SURVEY CONTROL
 NP0697
 NP0697  NAD 83(1995)-  42 59 44.24703(N)    103 12 18.96768(W) AD(       ) 1
 NP0697  NAD 83(1993)-  42 59 44.24651(N)    103 12 18.96561(W) AD(       ) 1
 NP0697  NAD 83(1986)-  42 59 44.22728(N)    103 12 18.95786(W) AD(       ) 1
 NP0697  NAD 27      -  42 59 44.32500(N)    103 12 17.25700(W) AD(       ) 1
 NP0697
 NP0697.Superseded values are not recommended for survey control.
 NP0697
 NP0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0697.See file dsdata.pdf to determine how the superseded data were derived.
 NP0697
 NP0697_MARKER: DS = TRIANGULATION STATION DISK
 NP0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0697_STAMPING: EGAN 1941
 NP0697_MARK LOGO: CGS
 NP0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0697+STABILITY: SURFACE MOTION
 NP0697
 NP0697  HISTORY     - Date     Condition        Report By
 NP0697  HISTORY     - 1941     MONUMENTED       CGS
 NP0697
 NP0697                          STATION DESCRIPTION
 NP0697
 NP0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0697'STATION IS LOCATED ABOUT 10.5 MILES W AND 11.5 MILES N OF CHADRON,
 NP0697'ON THE LINE BETWEEN SECS 21, AND 22, T. 35 N, R. 50 W, ON A HIGH
 NP0697'PROMINENT BUTTE, LOCALLY KNOWN AS EGAN BUTTE, 200 YARDS
 NP0697'N OF THE HOME OF MIKE EGAN, AND 7.4 FEET NW OF A WHITE REFERENCE
 NP0697'POST.  IT IS STAMPED EGAN 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0697'
 NP0697'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0697'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 NP0697'
 NP0697'REFERENCE MARK NO. 1 IS STAMPED EGAN NO. 1 1941 AND PROJECTS
 NP0697'ABOUT 4 INCHES.
 NP0697'
 NP0697'REFERENCE MARK NO. 2 IS STAMPED EGAN NO. 2 1941 AND PROJECTS
 NP0697'ABOUT 5 INCHES.
 NP0697'
 NP0697'THE AZIMUTH MARK IS ON W SIDE OF STATE HIGHWAY 19, 59.5 FEET
 NP0697'W OF THE CENTER OF THE HIGHWAY, 3 FEET N OF A WHITE REFERENCE
 NP0697'POST AND 1 FOOT E OF A FENCE.  IT IS STAMPED EGAN 1941 AND
 NP0697'PROJECTS ABOUT 6 INCHES.
 NP0697'
 NP0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NP0697'AND STATE HIGHWAY 19, 2.6 MILES W OF CHADRON, GO N ON STATE
 NP0697'HIGHWAY 19 FOR 15.4 MILES TO THE AZIMUTH MARK ON THE LEFT (W)
 NP0697'SIDE OF THE ROAD, CONTINUE N FOR 0.4 MILE TO A DIM FORKS RIGHT.
 NP0697'TAKE RIGHT FORK AND GO 0.3 MILE TO A DIM TRACK ROAD TO THE
 NP0697'RIGHT.  TURN RIGHT AND GO 0.25 MILE TO TOP OF HILL AND STATION.
 NP0697'
 NP0697'THE 4-FOOT SIGNALS AT STATIONS DAVIS, ISINGLASS, HAMMOND, CARLSON,
 NP0697'WOLF, AND WAYSIDE ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0599 ***********************************************************************
 MN0599  DESIGNATION -  EGG
 MN0599  PID         -  MN0599
 MN0599  STATE/COUNTY-  NE/KIMBALL
 MN0599  COUNTRY     -  US
 MN0599  USGS QUAD   -  KIMBALL SW (2017)
 MN0599
 MN0599                         *CURRENT SURVEY CONTROL
 MN0599  ______________________________________________________________________
 MN0599* NAD 83(1995) POSITION- 41 02 20.87810(N) 103 41 14.34018(W)   ADJUSTED
 MN0599* NAVD 88 ORTHO HEIGHT -  1538.    (meters)     5046.    (feet) SCALED
 MN0599  ______________________________________________________________________
 MN0599  GEOID HEIGHT    -        -18.825 (meters)                     GEOID18
 MN0599  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 MN0599  HORZ ORDER      -  SECOND
 MN0599
 MN0599.The horizontal coordinates were established by classical geodetic methods
 MN0599.and adjusted by the National Geodetic Survey in August 1997.
 MN0599
 MN0599.The orthometric height was scaled from a topographic map.
 MN0599
 MN0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0599.GEOID18 height accuracy estimate available here.
 MN0599
 MN0599.Click photographs - Photos may exist for this station.
 MN0599
 MN0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0599
 MN0599. The following values were computed from the NAD 83(1995) position.
 MN0599
 MN0599;                    North         East     Units Scale Factor Converg.
 MN0599;SPC NE       -   140,483.970   190,140.070   MT  0.99969156   -2 26 36.9
 MN0599;SPC NE       -   460,904.49    623,817.88   sFT  0.99969156   -2 26 36.9
 MN0599;UTM  13      - 4,543,931.125   610,334.703   MT  0.99974983   +0 51 43.1
 MN0599
 MN0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0599!SPC NE       -   0.99976180  x   0.99969156  =   0.99945344
 MN0599!UTM  13      -   0.99976180  x   0.99974983  =   0.99951169
 MN0599
 MN0599:                Primary Azimuth Mark                     Grid Az
 MN0599:SPC NE       -  EGG AZ MK                                184 15 45.8
 MN0599:UTM  13      -  EGG AZ MK                                180 57 25.8
 MN0599
 MN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1033443931(NAD 83)
 MN0599
 MN0599|---------------------------------------------------------------------|
 MN0599| PID    Reference Object                     Distance      Geod. Az  |
 MN0599|                                                           dddmmss.s |
 MN0599| CP7966 EGG RM 1                             13.185 METERS 03148     |
 MN0599| LK0725 SHELL OIL CO RADIO MAST             APPROX.10.0 KM 1811811.0 |
 MN0599| CP7965 EGG AZ MK                                          1814908.9 |
 MN0599| CP7967 EGG RM 2                              7.583 METERS 25030     |
 MN0599|---------------------------------------------------------------------|
 MN0599
 MN0599                          SUPERSEDED SURVEY CONTROL
 MN0599
 MN0599  NAD 83(1993)-  41 02 20.87701(N)    103 41 14.34093(W) AD(       ) 2
 MN0599  NAD 83(1992)-  41 02 20.87474(N)    103 41 14.34032(W) AD(       ) 2
 MN0599  NAD 83(1986)-  41 02 20.87367(N)    103 41 14.34064(W) AD(       ) 2
 MN0599  NAD 27      -  41 02 20.93300(N)    103 41 12.55120(W) AD(       ) 2
 MN0599
 MN0599.Superseded values are not recommended for survey control.
 MN0599
 MN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0599.See file dsdata.pdf to determine how the superseded data were derived.
 MN0599
 MN0599_MARKER: DS = TRIANGULATION STATION DISK
 MN0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0599_STAMPING: EGG 1963
 MN0599_MARK LOGO: CGS
 MN0599_PROJECTION: FLUSH
 MN0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0599+STABILITY: SURFACE MOTION
 MN0599
 MN0599  HISTORY     - Date     Condition        Report By
 MN0599  HISTORY     - 1963     MONUMENTED       CGS
 MN0599
 MN0599                          STATION DESCRIPTION
 MN0599
 MN0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0599'THE STATION IS LOCATED 13-1/2 MILES SOUTH AND 1-1/4 MILES
 MN0599'WEST OF KIMBALL, IN THE SW 1/4 OF SEC. 2, T12N R56W, ON A GRASS
 MN0599'COVERED RIDGE.
 MN0599'
 MN0599'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 71, 1.0
 MN0599'MILE WEST OF STONEHAM, COLORADO, GO NORTH ON STATE HIGHWAY 71 FOR
 MN0599'26.7 MILES TO THE COLORADO-NEBRASKA STATE LINE.  CONTINUE NORTH
 MN0599'ON STATE HIGHWAY 29 FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT
 MN0599'AND GO WEST FOR 0.05 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 MN0599'MARK ON THE LEFT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO THE
 MN0599'STATION ON RIGHT.
 MN0599'
 MN0599'THE STATION MARK IS A STANDARD DISK STAMPED EGG 1963, SET IN
 MN0599'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 MN0599'IT IS 77 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 23 FEET
 MN0599'EAST OF THE WITNESS POST.
 MN0599'
 MN0599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EGG NO 1 1963, SET
 MN0599'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 MN0599'IT IS 98 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 56.5 FEET
 MN0599'NORTHEAST OF THE WITNESS POST.
 MN0599'
 MN0599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EGG NO 2 1963, SET
 MN0599'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 MN0599'IT IS 54 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 12
 MN0599'FEET SOUTH OF THE WITNESS POST.
 MN0599'
 MN0599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EGG 1963, SET IN
 MN0599'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 MN0599'INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MN0599'33 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1.4 FEET
 MN0599'NORTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1094 ***********************************************************************
 ML1094  DESIGNATION -  ELBA MUNICIPAL TANK
 ML1094  PID         -  ML1094
 ML1094  STATE/COUNTY-  NE/HOWARD
 ML1094  COUNTRY     -  US
 ML1094  USGS QUAD   -  ELBA (2017)
 ML1094
 ML1094                         *CURRENT SURVEY CONTROL
 ML1094  ______________________________________________________________________
 ML1094* NAD 83(1995) POSITION- 41 15 47.67031(N) 098 33 20.72048(W)   ADJUSTED
 ML1094  ______________________________________________________________________
 ML1094  GEOID HEIGHT    -        -24.488 (meters)                     GEOID18
 ML1094  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 ML1094  HORZ ORDER      -  THIRD
 ML1094
 ML1094.The horizontal coordinates were established by classical geodetic methods
 ML1094.and adjusted by the National Geodetic Survey in August 1997.
 ML1094
 ML1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1094.GEOID18 height accuracy estimate available here.
 ML1094
 ML1094.Click photographs - Photos may exist for this station.
 ML1094
 ML1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1094
 ML1094. The following values were computed from the NAD 83(1995) position.
 ML1094
 ML1094;                    North         East     Units Scale Factor Converg.
 ML1094;SPC NE       -   159,766.763   620,981.161   MT  0.99966751   +0 57 25.5
 ML1094;SPC NE       -   524,168.12  2,037,335.69   sFT  0.99966751   +0 57 25.5
 ML1094;UTM  14      - 4,568,075.210   537,212.633   MT  0.99961704   +0 17 34.8
 ML1094
 ML1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3721268075(NAD 83)
 ML1094
 ML1094                          SUPERSEDED SURVEY CONTROL
 ML1094
 ML1094  NAD 83(1986)-  41 15 47.67813(N)    098 33 20.72502(W) AD(       ) 3
 ML1094  NAD 27      -  41 15 47.63000(N)    098 33 19.47000(W) AD(       ) 3
 ML1094
 ML1094.Superseded values are not recommended for survey control.
 ML1094
 ML1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1094.See file dsdata.pdf to determine how the superseded data were derived.
 ML1094
 ML1094_MARKER: 53 = ELEVATED TANK
 ML1094
 ML1094  HISTORY     - Date     Condition        Report By
 ML1094  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1094
 ML1094                          STATION DESCRIPTION
 ML1094
 ML1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1094'THE STATION IS LOCATED IN THE SOUTHEAST PART OF ELBA AND 66
 ML1094'FEET NORTH FROM THE CENTER OF A GRAVELED STREET.  IT IS A
 ML1094'SILVER COLORED, CONICAL SHAPED TANK SUPPORTED BY A FOUR LEGGED
 ML1094'STEEL STRUCTURE AND HAS AN OVERALL HEIGHT OF 110 FEET.  THE
 ML1094'WORD ELBA IS PAINTED ON THE WEST SIDE OF THE TANK.
 ML1094'
 ML1094'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0467 ***********************************************************************
 NO0467  DESIGNATION -  ELI
 NO0467  PID         -  NO0467
 NO0467  STATE/COUNTY-  NE/CHERRY
 NO0467  COUNTRY     -  US
 NO0467  USGS QUAD   -  ELI (2017)
 NO0467
 NO0467                         *CURRENT SURVEY CONTROL
 NO0467  ______________________________________________________________________
 NO0467* NAD 83(1995) POSITION- 42 55 42.67321(N) 101 26 48.21172(W)   ADJUSTED
 NO0467* NAVD 88 ORTHO HEIGHT -  1027.    (meters)     3369.    (feet) SCALED
 NO0467  ______________________________________________________________________
 NO0467  GEOID HEIGHT    -        -19.837 (meters)                     GEOID18
 NO0467  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC18
 NO0467  HORZ ORDER      -  SECOND
 NO0467
 NO0467.The horizontal coordinates were established by classical geodetic methods
 NO0467.and adjusted by the National Geodetic Survey in August 1997.
 NO0467
 NO0467.The orthometric height was scaled from a topographic map.
 NO0467
 NO0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0467.GEOID18 height accuracy estimate available here.
 NO0467
 NO0467.Click photographs - Photos may exist for this station.
 NO0467
 NO0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0467
 NO0467. The following values were computed from the NAD 83(1995) position.
 NO0467
 NO0467;                    North         East     Units Scale Factor Converg.
 NO0467;SPC NE       -   344,668.620   381,905.243   MT  0.99996799   -0 57 31.5
 NO0467;SPC NE       - 1,130,800.30  1,252,967.45   sFT  0.99996799   -0 57 31.5
 NO0467;SPC SD S     -    66,729.745   509,112.406   MT  0.99997882   -0 46 05.1
 NO0467;SPC SD S     -   218,929.17  1,670,312.95   sFT  0.99997882   -0 46 05.1
 NO0467;UTM  14      - 4,755,781.653   300,335.936   MT  1.00009046   -1 40 01.1
 NO0467
 NO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0467!SPC NE       -   0.99984202  x   0.99996799  =   0.99981001
 NO0467!SPC SD S     -   0.99984202  x   0.99997882  =   0.99982084
 NO0467!UTM  14      -   0.99984202  x   1.00009046  =   0.99993246
 NO0467
 NO0467:                Primary Azimuth Mark                     Grid Az
 NO0467:SPC NE       -  ELI AZ MK                                129 51 32.2
 NO0467:SPC SD S     -  ELI AZ MK                                129 40 05.8
 NO0467:UTM  14      -  ELI AZ MK                                130 34 01.8
 NO0467
 NO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN0033555781(NAD 83)
 NO0467
 NO0467|---------------------------------------------------------------------|
 NO0467| PID    Reference Object                     Distance      Geod. Az  |
 NO0467|                                                           dddmmss.s |
 NO0467| CP9260 ELI AZ MK                                          1285400.7 |
 NO0467| CP9261 ELI RM 1                             12.235 METERS 24633     |
 NO0467| CP9262 ELI RM 2                             11.248 METERS 33309     |
 NO0467|---------------------------------------------------------------------|
 NO0467
 NO0467                          SUPERSEDED SURVEY CONTROL
 NO0467
 NO0467  NAD 83(1986)-  42 55 42.66816(N)    101 26 48.22016(W) AD(       ) 2
 NO0467  NAD 27      -  42 55 42.65300(N)    101 26 46.69600(W) AD(       ) 2
 NO0467
 NO0467.Superseded values are not recommended for survey control.
 NO0467
 NO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0467.See file dsdata.pdf to determine how the superseded data were derived.
 NO0467
 NO0467_MARKER: DS = TRIANGULATION STATION DISK
 NO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0467_STAMPING: ELI 1949
 NO0467_MARK LOGO: CGS
 NO0467_PROJECTION: FLUSH
 NO0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0467+STABILITY: SURFACE MOTION
 NO0467
 NO0467  HISTORY     - Date     Condition        Report By
 NO0467  HISTORY     - 1949     MONUMENTED       CGS
 NO0467
 NO0467                          STATION DESCRIPTION
 NO0467
 NO0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0467'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF CODY AND 3/4
 NO0467'MILE NORTH OF U.S. HIGHWAY NO 20 ON THE HIGHEST POINT OF A
 NO0467'PROMINENT FLAT TOPPED SAND RIDGE IN A PASTURE.  IT IS 6 FEET
 NO0467'NORTHEAST OF A 2 BY 4 WITNESS POST, STAMPED ELI 1949 AND SET
 NO0467'FLUSH WITH THE GROUND SURFACE.
 NO0467'
 NO0467'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET ON A
 NO0467'SMALL SAND HILL AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0467'MARK.  IT IS STAMPED ELI NO 1 1949 AND PROJECTS 2 INCHES.
 NO0467'
 NO0467'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET ON THE
 NO0467'SAME RIDGE AS THE STATION MARK AND ON ABOUT THE SAME ELEVATION.
 NO0467'IT IS STAMPED ELI NO 2 1949 AND PROJECTS 2 INCHES.
 NO0467'
 NO0467'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0467'IS 52.84 FEET
 NO0467'
 NO0467'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION,
 NO0467'50 FEET NORTH OF FENCE CORNER, 16 FEET SOUTH OF FENCE CORNER,
 NO0467'3 FEET NORTH OF WITNESS POST, 3 FEET SOUTH OF SOUTH END OF
 NO0467'GATE INTO PASTURE AND 6 INCHES EAST OF FENCE LINE.  IT IS
 NO0467'STAMPED ELI 1949 AND PROJECTS 3 INCHES.
 NO0467'
 NO0467'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SOUTH
 NO0467'EDGE OF CODY, GO WEST ON U.S. HIGHWAY NO 20 FOR 10.4 MILES TO
 NO0467'OFF-SET IN EAST-WEST FENCE LINE ON THE RIGHT AND GATE IN THE
 NO0467'NORTH-SOUTH SECTION, (AZIMUTH MARK JUST SOUTH OF SOUTH END
 NO0467'OF GATE), PASS THROUGH GATE AND GO NORTHWEST ACROSS PASTURE
 NO0467'OVER SAND HILLS FOR 0.85 MILE TO THE HIGHEST POINT AND STATION
 NO0467'AS DESCRIBED.
 NO0467'
 NO0467'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1003 ***********************************************************************
 LG1003  DESIGNATION -  ELK CREEK
 LG1003  PID         -  LG1003
 LG1003  STATE/COUNTY-  NE/JOHNSON
 LG1003  COUNTRY     -  US
 LG1003  USGS QUAD   -  TECUMSEH (2017)
 LG1003
 LG1003                         *CURRENT SURVEY CONTROL
 LG1003  ______________________________________________________________________
 LG1003* NAD 83(1995) POSITION- 40 17 16.41706(N) 096 07 29.46118(W)   ADJUSTED
 LG1003* NAVD 88 ORTHO HEIGHT -   347.    (meters)     1138.    (feet) SCALED
 LG1003  ______________________________________________________________________
 LG1003  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 LG1003  LAPLACE CORR    -         -7.81  (seconds)                    DEFLEC18
 LG1003  HORZ ORDER      -  SECOND
 LG1003
 LG1003.The horizontal coordinates were established by classical geodetic methods
 LG1003.and adjusted by the National Geodetic Survey in August 1997.
 LG1003
 LG1003.The orthometric height was scaled from a topographic map.
 LG1003
 LG1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1003.GEOID18 height accuracy estimate available here.
 LG1003
 LG1003.Click photographs - Photos may exist for this station.
 LG1003
 LG1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1003
 LG1003. The following values were computed from the NAD 83(1995) position.
 LG1003
 LG1003;                    North         East     Units Scale Factor Converg.
 LG1003;SPC NE       -    57,853.831   829,370.970   MT  0.99988225   +2 34 05.0
 LG1003;SPC NE       -   189,808.78  2,721,027.92   sFT  0.99988225   +2 34 05.0
 LG1003;UTM  14      - 4,463,678.479   744,405.124   MT  1.00033538   +1 51 36.3
 LG1003
 LG1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1003!SPC NE       -   0.99995004  x   0.99988225  =   0.99983230
 LG1003!UTM  14      -   0.99995004  x   1.00033538  =   1.00028541
 LG1003
 LG1003:                Primary Azimuth Mark                     Grid Az
 LG1003:SPC NE       -  ELK CREEK AZ MK                          198 53 38.8
 LG1003:UTM  14      -  ELK CREEK AZ MK                          199 36 07.5
 LG1003
 LG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4440563678(NAD 83)
 LG1003
 LG1003|---------------------------------------------------------------------|
 LG1003| PID    Reference Object                     Distance      Geod. Az  |
 LG1003|                                                           dddmmss.s |
 LG1003| CL6451 ELK CREEK RM 1                       21.866 METERS 01428     |
 LG1003| CL6450 ELK CREEK AZ MK                                    2012743.8 |
 LG1003| LG1005 ST PETERS LUTHERAN CH SPIRE         APPROX. 5.9 KM 2331310.1 |
 LG1003| CL6452 ELK CREEK RM 2                       20.095 METERS 27805     |
 LG1003| LG1004 ELK CREEK MUNICIPAL TANK             24.446 METERS 35514     |
 LG1003|---------------------------------------------------------------------|
 LG1003
 LG1003                          SUPERSEDED SURVEY CONTROL
 LG1003
 LG1003  NAD 83(1986)-  40 17 16.42439(N)    096 07 29.45769(W) AD(       ) 2
 LG1003  NAD 27      -  40 17 16.42100(N)    096 07 28.43900(W) AD(       ) 2
 LG1003
 LG1003.Superseded values are not recommended for survey control.
 LG1003
 LG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1003.See file dsdata.pdf to determine how the superseded data were derived.
 LG1003
 LG1003_MARKER: DS = TRIANGULATION STATION DISK
 LG1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1003+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 LG1003
 LG1003  HISTORY     - Date     Condition        Report By
 LG1003  HISTORY     - 1947     MONUMENTED       CGS
 LG1003  HISTORY     - 20080905 GOOD             INDIV
 LG1003  HISTORY     - 20100614 GOOD             NEGS
 LG1003
 LG1003                          STATION DESCRIPTION
 LG1003
 LG1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1003'THE STATION IS LOCATED ON A PROMINENT HILL IN THE NORTHEAST
 LG1003'SECTION OF THE TOWN OF ELK CREEK.  IT IS ON CITY PROPERTY AND IS
 LG1003'107.30 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 LG1003'79.7 FEET SOUTH OF THE CENTER OF THE FEED PIPE TO THE CITY
 LG1003'MUNICIPAL WATER TANK, AND 26.5 FEET NORTHWEST OF A FENCE CORNER.
 LG1003'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED ELK CREEK 1947.
 LG1003'
 LG1003'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF A FENCE CORNER, 25
 LG1003'FEET EAST OF THE CENTER OF THE FEED PIPE TO THE WATER TANK, AND
 LG1003'3 FEET WEST OF A FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED
 LG1003'ELK CREEK NO 1 1947.
 LG1003'
 LG1003'REFERENCE MARK NO. 2 IS 42.4 FEET EAST OF THE SOUTHEAST CORNER
 LG1003'OF THE SCHOOL BUILDING AND IS ON LINE WITH THE STATION AND THE
 LG1003'SOUTHEAST CORNER OF THE SCHOOL BUILDING.  IT IS SET FLUSH WITH
 LG1003'THE GROUND AND IS STAMPED ELK CREEK NO 2 1947.
 LG1003'
 LG1003'AZIMUTH MARK IS 0.1 MILE SOUTH OF A RAILROAD CROSSING, 150
 LG1003'FEET NORTH OF THE NORTH END OF A STEEL BRIDGE, 25 FEET WEST OF
 LG1003'THE CENTER OF A GRAVELED ROAD, AND 1.5 FEET NORTH OF A WITNESS
 LG1003'POST.
 LG1003'
 LG1003'TO REACH THE STATION FROM THE CENTER OF THE TOWN OF ELK CREEK,
 LG1003'GO NORTHEAST ABOUT 0.3 MILE TO THE MUNICIPAL WATER TANK AND THE
 LG1003'STATION AS DESCRIBED.
 LG1003'
 LG1003'TO REACH THE AZIMUTH MARK FROM THE CENTER OF TOWN, GO EAST AND
 LG1003'SOUTH ON GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LG1003'RIGHT.
 LG1003'
 LG1003'A 74 FOOT SIGNAL AT BUNKERHILL IS VISIBLE AT 4 FEET.
 LG1003'
 LG1003'A 74 FOOT SIGNAL AT STEINAUER IS VISIBLE AT 4 FEET.
 LG1003'
 LG1003'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1003
 LG1003                          STATION RECOVERY (2008)
 LG1003
 LG1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG1003'ORIGINAL SCHOOL WAS ADDED ON TO IN 1949.  MARK LIES 69' EAST OF
 LG1003'SOUTHEAST CORNER OF SCHOOL BUILDING.
 LG1003'
 LG1003'REFERENCE MARK 1 IS IN FENCE LINE.
 LG1003'
 LG1003'REFERENCE MARK 2 PROBABLY LIES UNDER THE SCHOOL BUILDING ADDITION.
 LG1003
 LG1003                          STATION RECOVERY (2010)
 LG1003
 LG1003'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 LG1003'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITITON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1004 ***********************************************************************
 LG1004  DESIGNATION -  ELK CREEK MUNICIPAL TANK
 LG1004  PID         -  LG1004
 LG1004  STATE/COUNTY-  NE/JOHNSON
 LG1004  COUNTRY     -  US
 LG1004  USGS QUAD   -  TECUMSEH (2017)
 LG1004
 LG1004                         *CURRENT SURVEY CONTROL
 LG1004  ______________________________________________________________________
 LG1004* NAD 83(1995) POSITION- 40 17 17.20687(N) 096 07 29.54711(W)   ADJUSTED
 LG1004  ______________________________________________________________________
 LG1004  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 LG1004  LAPLACE CORR    -         -7.80  (seconds)                    DEFLEC18
 LG1004  HORZ ORDER      -  THIRD
 LG1004
 LG1004.The horizontal coordinates were established by classical geodetic methods
 LG1004.and adjusted by the National Geodetic Survey in August 1997.
 LG1004
 LG1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1004.GEOID18 height accuracy estimate available here.
 LG1004
 LG1004.Click photographs - Photos may exist for this station.
 LG1004
 LG1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1004
 LG1004. The following values were computed from the NAD 83(1995) position.
 LG1004
 LG1004;                    North         East     Units Scale Factor Converg.
 LG1004;SPC NE       -    57,878.074   829,367.851   MT  0.99988216   +2 34 04.9
 LG1004;SPC NE       -   189,888.31  2,721,017.69   sFT  0.99988216   +2 34 04.9
 LG1004;UTM  14      - 4,463,702.770   744,402.304   MT  1.00033536   +1 51 36.2
 LG1004
 LG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4440263702(NAD 83)
 LG1004
 LG1004                          SUPERSEDED SURVEY CONTROL
 LG1004
 LG1004  NAD 83(1986)-  40 17 17.21392(N)    096 07 29.54242(W) AD(       ) 3
 LG1004  NAD 27      -  40 17 17.20900(N)    096 07 28.52400(W) AD(       ) 3
 LG1004
 LG1004.Superseded values are not recommended for survey control.
 LG1004
 LG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1004.See file dsdata.pdf to determine how the superseded data were derived.
 LG1004
 LG1004_MARKER: 53 = ELEVATED TANK
 LG1004
 LG1004  HISTORY     - Date     Condition        Report By
 LG1004  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1004
 LG1004                          STATION DESCRIPTION
 LG1004
 LG1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1004'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF TOWN ON THE SUMMIT
 LG1004'OF A SMALL HILL.  IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 100
 LG1004'FEET HIGH, SUPPORTING A TANK ON TOP.  THE ENTIRE STRUCTURE IS
 LG1004'PAINTED ALUMINUM.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1004'APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0652 ***********************************************************************
 NN0652  DESIGNATION -  ELKHORN
 NN0652  PID         -  NN0652
 NN0652  STATE/COUNTY-  NE/HOLT
 NN0652  COUNTRY     -  US
 NN0652  USGS QUAD   -  EWING SW (2017)
 NN0652
 NN0652                         *CURRENT SURVEY CONTROL
 NN0652  ______________________________________________________________________
 NN0652* NAD 83(1995) POSITION- 42 20 06.87575(N) 098 23 31.67897(W)   ADJUSTED
 NN0652* NAVD 88 ORTHO HEIGHT -   621.22  (+/-2cm)     2038.1   (feet) VERTCON
 NN0652  ______________________________________________________________________
 NN0652  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 NN0652  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 NN0652  HORZ ORDER      -  THIRD
 NN0652  VERT ORDER      -  THIRD ? (See Below)
 NN0652
 NN0652.The horizontal coordinates were established by classical geodetic methods
 NN0652.and adjusted by the National Geodetic Survey in August 1997.
 NN0652
 NN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0652
 NN0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0652.GEOID18 height accuracy estimate available here.
 NN0652
 NN0652.The vertical order pertains to the NGVD 29 superseded value.
 NN0652
 NN0652.Click photographs - Photos may exist for this station.
 NN0652
 NN0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0652
 NN0652. The following values were computed from the NAD 83(1995) position.
 NN0652
 NN0652;                    North         East     Units Scale Factor Converg.
 NN0652;SPC NE       -   279,017.305   632,472.513   MT  0.99976340   +1 03 55.9
 NN0652;SPC NE       -   915,409.27  2,075,036.90   sFT  0.99976340   +1 03 55.9
 NN0652;UTM  14      - 4,687,177.895   550,077.083   MT  0.99963085   +0 24 33.8
 NN0652
 NN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0652!SPC NE       -   0.99990644  x   0.99976340  =   0.99966987
 NN0652!UTM  14      -   0.99990644  x   0.99963085  =   0.99953733
 NN0652
 NN0652:                Primary Azimuth Mark                     Grid Az
 NN0652:SPC NE       -  V 216                                    086 47 08.6
 NN0652:UTM  14      -  V 216                                    087 26 30.7
 NN0652
 NN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5007787177(NAD 83)
 NN0652
 NN0652|---------------------------------------------------------------------|
 NN0652| PID    Reference Object                     Distance      Geod. Az  |
 NN0652|                                                           dddmmss.s |
 NN0652| CO3053 ELKHORN RM 1                          6.730 METERS 05843     |
 NN0652| NN0161 V 216                               APPROX. 1.1 KM 0875104.5 |
 NN0652| NN0654 ELKHORN 2                             9.487 METERS 18103     |
 NN0652| NN0669 O NEILL MUNICIPAL TANK              APPROX.25.3 KM 3035616.8 |
 NN0652| CO3054 ELKHORN RM 2                          6.393 METERS 31232     |
 NN0652| NN0655 PAGE MUNICIPAL TANK                 APPROX. 7.5 KM 3423626.1 |
 NN0652|---------------------------------------------------------------------|
 NN0652
 NN0652                          SUPERSEDED SURVEY CONTROL
 NN0652
 NN0652  NAD 83(1986)-  42 20 06.88031(N)    098 23 31.68273(W) AD(       ) 3
 NN0652  NAD 27      -  42 20 06.86500(N)    098 23 30.39500(W) AD(       ) 3
 NN0652  NGVD 29             621.01   (m)         2037.4    (f) LEVELING    3  
 NN0652
 NN0652.Superseded values are not recommended for survey control.
 NN0652
 NN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0652.See file dsdata.pdf to determine how the superseded data were derived.
 NN0652
 NN0652_MARKER: DS = TRIANGULATION STATION DISK
 NN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0652_STAMPING: ELKHORN 1949
 NN0652_MARK LOGO: CGS
 NN0652_PROJECTION: FLUSH
 NN0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0652+STABILITY: SURFACE MOTION
 NN0652
 NN0652  HISTORY     - Date     Condition        Report By
 NN0652  HISTORY     - 1949     MONUMENTED       CGS
 NN0652  HISTORY     - 1961     GOOD             USGS
 NN0652  HISTORY     - 1964     GOOD             CGS
 NN0652
 NN0652                          STATION DESCRIPTION
 NN0652
 NN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0652'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF INMAN
 NN0652'AND ABOUT 5 MILES SOUTH-SOUTHEAST OF PAGE ON THE HIGHEST POINT
 NN0652'OF A NORTH-SOUTH RIDGE.  IT IS 60 FEET SOUTH OF U.S. HIGHWAY
 NN0652'20, 10 FEET SOUTH OF AN EAST-WEST FENCE LINE AND WITNESS POST
 NN0652'AND 25 FEET ABOVE THE HIGHWAY.  IT IS STAMPED ELKHORN 1949
 NN0652'AND IS FLUSH WITH THE GROUND.
 NN0652'
 NN0652'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE,
 NN0652'IN AN EAST-WEST FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 NN0652'IT IS STAMPED ELKHORN NO 1 1949 AND PROJECTS 2 INCHES.
 NN0652'
 NN0652'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE RIDGE,
 NN0652'IN AN EAST-WEST FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 NN0652'IT IS STAMPED ELKHORN NO 2 1949 AND PROJECTS 3 INCHES.
 NN0652'
 NN0652'THE AZIMUTH MARK IS 57 FEET NORTH OF U.S. HIGHWAY 20, 30 FEET
 NN0652'EAST OF A TRACK ROAD, 12 FEET EAST OF A FENCE CORNER AND 2
 NN0652'FEET WEST OF A WITNESS POST.  IT IS A STANDARD U.S.C. AND G.S.
 NN0652'BENCH MARK DISK, STAMPED V 216 1946, SET IN THE TOP OF A
 NN0652'10 INCH SQUARE CONCRETE POST.
 NN0652'
 NN0652'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0652'SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 5.0 MILES TO A FORK,
 NN0652'TAKE LEFT FORK, U.S. HIGHWAY 20, AND GO EAST FOR 2.35 MILE TO
 NN0652'THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 108.  CONTINUE
 NN0652'EAST ON U.S. HIGHWAY 20 FOR 1.25 MILE TO THE TOP OF THE HILL
 NN0652'AND THE STATION ON THE RIGHT.  CONTINUE EAST FOR 0.7 MILE TO
 NN0652'THE AZIMUTH MARK ON THE LEFT.
 NN0652'
 NN0652'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 4 FEET.
 NN0652'
 NN0652'A 74 FOOT SIGNAL AT STATION INMAN IS VISIBLE AT 4 FEET.
 NN0652'
 NN0652'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900 1906 IS VISIBLE
 NN0652'AT 4 FEET.
 NN0652'
 NN0652'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0652
 NN0652                          STATION RECOVERY (1961)
 NN0652
 NN0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0652'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NN0652
 NN0652                          STATION RECOVERY (1964)
 NN0652
 NN0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0652'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0652'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 NN0652'20 WILL DESTROY THE STATION MARK AND BOTH REFERENCE MARKS,
 NN0652'SO A NEW STATION, ELKHORN 2, WAS ESTABLISHED.  FOR DETAILS,
 NN0652'SEE THE DESCRIPTION OF ELKHORN 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0654 ***********************************************************************
 NN0654  DESIGNATION -  ELKHORN 2
 NN0654  PID         -  NN0654
 NN0654  STATE/COUNTY-  NE/HOLT
 NN0654  COUNTRY     -  US
 NN0654  USGS QUAD   -  EWING SW (2017)
 NN0654
 NN0654                         *CURRENT SURVEY CONTROL
 NN0654  ______________________________________________________________________
 NN0654* NAD 83(1995) POSITION- 42 20 06.56834(N) 098 23 31.68655(W)   NO CHECK
 NN0654* NAVD 88 ORTHO HEIGHT -   621.    (meters)     2037.    (feet) SCALED
 NN0654  ______________________________________________________________________
 NN0654  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 NN0654  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 NN0654  HORZ ORDER      -  THIRD
 NN0654
 NN0654.The horizontal coordinates were established by classical geodetic methods
 NN0654.and adjusted by the National Geodetic Survey in August 1997.
 NN0654
 NN0654.No horizontal observational check was made to the station.
 NN0654
 NN0654.The orthometric height was scaled from a topographic map.
 NN0654
 NN0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0654.GEOID18 height accuracy estimate available here.
 NN0654
 NN0654.Click photographs - Photos may exist for this station.
 NN0654
 NN0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0654
 NN0654. The following values were computed from the NAD 83(1995) position.
 NN0654
 NN0654;                    North         East     Units Scale Factor Converg.
 NN0654;SPC NE       -   279,007.820   632,472.516   MT  0.99976337   +1 03 55.9
 NN0654;SPC NE       -   915,378.16  2,075,036.91   sFT  0.99976337   +1 03 55.9
 NN0654;UTM  14      - 4,687,168.413   550,076.977   MT  0.99963085   +0 24 33.8
 NN0654
 NN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0654!SPC NE       -   0.99990645  x   0.99976337  =   0.99966984
 NN0654!UTM  14      -   0.99990645  x   0.99963085  =   0.99953733
 NN0654
 NN0654:                Primary Azimuth Mark                     Grid Az
 NN0654:SPC NE       -  V 216                                    086 18 08.7
 NN0654:UTM  14      -  V 216                                    086 57 30.8
 NN0654
 NN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5007687168(NAD 83)
 NN0654
 NN0654|---------------------------------------------------------------------|
 NN0654| PID    Reference Object                     Distance      Geod. Az  |
 NN0654|                                                           dddmmss.s |
 NN0654| NN0652 ELKHORN                               9.487 METERS 00103     |
 NN0654| NN0161 V 216                               APPROX. 1.1 KM 0872204.6 |
 NN0654| CO3058 ELKHORN 2 RM 3                       10.656 METERS 09041     |
 NN0654| CO3059 ELKHORN 2 RM 4                        9.769 METERS 26959     |
 NN0654| NN0669 O NEILL MUNICIPAL TANK              APPROX.25.3 KM 3035721.7 |
 NN0654| NN0655 PAGE MUNICIPAL TANK                 APPROX. 7.5 KM 3423748.2 |
 NN0654|---------------------------------------------------------------------|
 NN0654
 NN0654                          SUPERSEDED SURVEY CONTROL
 NN0654
 NN0654  NAD 83(1986)-  42 20 06.57289(N)    098 23 31.69030(W) AD(       ) 3
 NN0654  NAD 27      -  42 20 06.55758(N)    098 23 30.40257(W) AD(       ) 3
 NN0654
 NN0654.Superseded values are not recommended for survey control.
 NN0654
 NN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0654.See file dsdata.pdf to determine how the superseded data were derived.
 NN0654
 NN0654_MARKER: DS = TRIANGULATION STATION DISK
 NN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0654_STAMPING: ELKHORN 2 1964
 NN0654_MARK LOGO: CGS
 NN0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0654+STABILITY: SURFACE MOTION
 NN0654
 NN0654  HISTORY     - Date     Condition        Report By
 NN0654  HISTORY     - 1964     MONUMENTED       CGS
 NN0654
 NN0654                          STATION DESCRIPTION
 NN0654
 NN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0654'STATION IS LOCATED ABOUT 6 AND 1/2 MILES SOUTHEAST OF INMAN AND
 NN0654'5 MILES SOUTH-SOUTHEAST OF PAGE ALONG THE SOUTH RIGHT-OF-WAY OF U.S.
 NN0654'HIGHWAY 20 ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, 119 FEET
 NN0654'SOUTH OF THE CENTERLINE OF NEW U.S. HIGHWAY 20, 22 FEET WEST
 NN0654'OF HIGHWAY STATION 851 + 00, AND 2 FEET NORTH OF FENCE AND NEW
 NN0654'STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NN0654'STAMPED ELKHORN 2 1964.
 NN0654'
 NN0654'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0654'SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 5.0 MILES TO THE JUNCTION
 NN0654'OF THESE TWO HIGHWAYS.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 20
 NN0654'FOR 2.35 MILES TO THE JUNCTION OF STATE HIGHWAY 320 GOING NORTH TO
 NN0654'PAGE.  CONTINUE EAST ON U.S. HIGHWAY 20 FOR 1.25 MILES TO THE TOP OF
 NN0654'GRADE AND THE STATION ON THE RIGHT.
 NN0654'
 NN0654'REFERENCE MARK NO. 3 IS 34.96 FEET EAST OF THE STATION, 120 FEET
 NN0654'SOUTH OF THE STATION, 13 FEET EAST OF HIGHWAY STATION 851 + 00, AND
 NN0654'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NN0654'STAMPED ELKHORN 2 NO 3 1964.
 NN0654'
 NN0654'REFERENCE MARK NO. 4 IS 32.05 FEET WEST OF THE STATION, 120 FEET
 NN0654'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, AND 1 FOOT NORTH OF
 NN0654'A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0654'ELKHORN 2 NO 4 1964.
 NN0654'
 NN0654'THE AZIMUTH MARK IS A USC AND GS BENCH MARK V 216 LOCATED 0.7
 NN0654'MILE EAST OF THE STATION, 49 FEET NORTH OF THE CENTERLINE OF
 NN0654'NEW U.S. HIGHWAY 20, 40 FEET EAST OF THE CENTER OF A TRACK
 NN0654'ROAD NORTH, 10 FEET EAST OF A FENCE CORNER, 5 FEET SOUTH OF A
 NN0654'FENCE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK
 NN0654'PROJECTS 2 INCHES AND THE DISK IS STAMPED V 216 1946, AND SET
 NN0654'IN THE TOP OF A SQUARE CONCRETE POST.
 NN0654'
 NN0654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 NN0654'HIGHWAY 20 FOR 0.7 MILE TO A T-TRACK ROAD GOING NORTH AND THE
 NN0654'AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION AS
 NN0654'DESCRIBED.
 NN0654'
 NN0654'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0563 ***********************************************************************
 MK0563  DESIGNATION -  ELKHORN N BASE
 MK0563  PID         -  MK0563
 MK0563  STATE/COUNTY-  NE/DOUGLAS
 MK0563  COUNTRY     -  US
 MK0563  USGS QUAD   -  ELKHORN (2017)
 MK0563
 MK0563                         *CURRENT SURVEY CONTROL
 MK0563  ______________________________________________________________________
 MK0563* NAD 83(1995) POSITION- 41 16 18.83974(N) 096 14 04.64572(W)   ADJUSTED
 MK0563* NAVD 88 ORTHO HEIGHT -   386.223 (meters)     1267.13  (feet) ADJUSTED
 MK0563  ______________________________________________________________________
 MK0563  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 MK0563  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 MK0563  DYNAMIC HEIGHT  -        386.050 (meters)     1266.57  (feet) COMP
 MK0563  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 MK0563
 MK0563  HORZ ORDER      -  SECOND
 MK0563  VERT ORDER      -  SECOND    CLASS 0
 MK0563
 MK0563.The horizontal coordinates were established by classical geodetic methods
 MK0563.and adjusted by the National Geodetic Survey in August 1997.
 MK0563
 MK0563.The orthometric height was determined by differential leveling and
 MK0563.adjusted by the NATIONAL GEODETIC SURVEY
 MK0563.in June 1991.
 MK0563
 MK0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0563.GEOID18 height accuracy estimate available here.
 MK0563
 MK0563.Click photographs - Photos may exist for this station.
 MK0563
 MK0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0563
 MK0563.The dynamic height is computed by dividing the NAVD 88
 MK0563.geopotential number by the normal gravity value computed on the
 MK0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0563.degrees latitude (g = 980.6199 gals.).
 MK0563
 MK0563.The modeled gravity was interpolated from observed gravity values.
 MK0563
 MK0563. The following values were computed from the NAD 83(1995) position.
 MK0563
 MK0563;                    North         East     Units Scale Factor Converg.
 MK0563;SPC NE       -   166,584.256   815,290.375   MT  0.99966689   +2 29 43.1
 MK0563;SPC NE       -   546,535.18  2,674,831.84   sFT  0.99966689   +2 29 43.1
 MK0563;UTM  14      - 4,572,629.936   731,625.829   MT  1.00026033   +1 49 29.8
 MK0563
 MK0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0563!SPC NE       -   0.99994371  x   0.99966689  =   0.99961062
 MK0563!UTM  14      -   0.99994371  x   1.00026033  =   1.00020402
 MK0563
 MK0563:                Primary Azimuth Mark                     Grid Az
 MK0563:SPC NE       -  ELKHORN N BASE 2 AZ MK                   261 52 44.5
 MK0563:UTM  14      -  ELKHORN N BASE 2 AZ MK                   262 32 57.8
 MK0563
 MK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3162572629(NAD 83)
 MK0563
 MK0563|---------------------------------------------------------------------|
 MK0563| PID    Reference Object                     Distance      Geod. Az  |
 MK0563|                                                           dddmmss.s |
 MK0563| MK0562 ELKHORN N BASE AZ MK                               0005358.0 |
 MK0563| CL6455 ELKHORN N BASE AZ MK 2                             0005354.9 |
 MK0563| MK0564 ELKHORN N BASE RM 1                  41.843 METERS 03358     |
 MK0563| MK0565 ELKHORN N BASE RM 2                  30.791 METERS 13048     |
 MK0563| MK1823 ELKHORN N BASE 2                     12.024 METERS 22419     |
 MK0563| MK1984 ELKHORN N BASE 2 AZ MK              APPROX. 0.8 KM 2642227.6 |
 MK0563| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.18.2 KM 3393908.5 |
 MK0563|---------------------------------------------------------------------|
 MK0563
 MK0563                          SUPERSEDED SURVEY CONTROL
 MK0563
 MK0563  NAD 83(1986)-  41 16 18.84807(N)    096 14 04.64809(W) AD(       ) 2
 MK0563  NAD 27      -  41 16 18.85400(N)    096 14 03.55700(W) AD(       ) 2
 MK0563  NGVD 29 (??/??/92)  386.092  (m)         1266.70   (f) ADJ UNCH    2 0
 MK0563  NGVD 29             386.09   (m)         1266.7    (f) LEVELING    3  
 MK0563
 MK0563.Superseded values are not recommended for survey control.
 MK0563
 MK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0563.See file dsdata.pdf to determine how the superseded data were derived.
 MK0563
 MK0563_MARKER: DS = TRIANGULATION STATION DISK
 MK0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0563_STAMPING: ELKHORN N BASE 1947
 MK0563_MARK LOGO: CGS
 MK0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0563+STABILITY: SURFACE MOTION
 MK0563
 MK0563  HISTORY     - Date     Condition        Report By
 MK0563  HISTORY     - 1947     MONUMENTED       CGS
 MK0563  HISTORY     - 1950     GOOD             CGS
 MK0563  HISTORY     - 1950     GOOD             CGS
 MK0563  HISTORY     - 1957     GOOD             CGS
 MK0563  HISTORY     - 1959     GOOD             CGS
 MK0563  HISTORY     - 1959     GOOD             CGS
 MK0563  HISTORY     - 1967     GOOD             USGS
 MK0563  HISTORY     - 1968     GOOD             USGS
 MK0563  HISTORY     - 1974     GOOD             NEDR
 MK0563  HISTORY     - 1976     GOOD             LOCSUR
 MK0563  HISTORY     - 1977     GOOD             NGS
 MK0563  HISTORY     - 1977     GOOD             NGS
 MK0563
 MK0563                          STATION DESCRIPTION
 MK0563
 MK0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK0563'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF ELKHORN AND ABOUT
 MK0563'0.8 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 6, 30A AND
 MK0563'275 FEET AND STATE HIGHWAY 31.  IT IS 36 FEET WEST OF THE
 MK0563'APPROXIMATE CENTERLINE OF STATE HIGHWAY 31, 14 FEET EAST-SOUTHEAST
 MK0563'OF A WHITE WITNESS POST AND 13.5 FEET EAST OF A TELEPHONE POLE
 MK0563'NUMBERED 24B.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MK0563'IS STAMPED ELKHORN N. BASE 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 1 IS 137.28 FEET NORTHEAST OF THE STATION,
 MK0563'41 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 MK0563'31, 16 FEET EAST OF A TELEPHONE POLE AND 1 FOOT WEST OF THE
 MK0563'NORTH END OF A HEDGEROW.  THE MARK PROJECTS ABOUT 4 INCHES
 MK0563'AND THE DISK IS STAMPED ELKHORN N. BASE NO 1 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 2 IS 101.02 FEET SOUTHEAST OF THE STATION,
 MK0563'42 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 31,
 MK0563'17 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A PAVED DRIVEWAY
 MK0563'AND 1 FOOT WEST OF THE SOUTH END OF A HEDGEROW.
 MK0563'
 MK0563'THE AZIMUTH MARK IS ABOUT 1.3 MILES NORTH OF THE STATION AND
 MK0563'ABOUT 0.5 MILE NORTH OF THE HIGHWAY OVERPASS JUST SOUTH OF
 MK0563'ELKHORN, 34 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE
 MK0563'HIGHWAY 31, 2.6 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 MK0563'WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MK0563'AND THE DISK IS STAMPED ELKHORN N. BASE 1947.
 MK0563'
 MK0563'TO REACH THE STATION FROM THE HIGHWAY OVERPASS JUST SOUTH OF
 MK0563'ELKHORN GO SOUTH ON STATE HIGHWAY 31 FOR 0.55 MILE TO MARK
 MK0563'ON RIGHT AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 MK0563'GO NORTH 1.3 MILES ON STATE HIGHWAY 31 TO MARK ON RIGHT AS
 MK0563'DESCRIBED.
 MK0563'
 MK0563'ELKHORN S BASE V.G.
 MK0563'
 MK0563'BENSON 1934 VISIBLE AT 40 FT.
 MK0563'
 MK0563'CAMENZIND 1934 VISIBLE AT 40 FT.
 MK0563'
 MK0563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK0563
 MK0563                          STATION RECOVERY (1950)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK0563'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MK0563'CONDITION.  THE 1947 DESCRIPTION BY G.L.S. IS ADEQUATE.
 MK0563'
 MK0563'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY IN 1950.
 MK0563
 MK0563                          STATION RECOVERY (1950)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0563'0.6 MI S FROM ELKHORN.
 MK0563'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0563'OVERPASS AT ELKHORN, 82 FEET NORTH OF THE EXTENDED CENTER LINE
 MK0563'OF A PRIVATE DRIVEWAY, 36 FEET WEST OF THE CENTER LINE OF THE
 MK0563'HIGHWAY, 13 FEET EAST OF A TELEPHONE POLE, 14 FEET EAST OF A
 MK0563'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0563'0.2 FOOT ABOVE THE GROUND.
 MK0563
 MK0563                          STATION RECOVERY (1957)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GFM)
 MK0563'STATION RECOVERED N GOOD CONDITION AS DESCRIBED.
 MK0563'
 MK0563'THE AZIMUTH MARK WAS FOUND LAYING IN THE DITCH.
 MK0563
 MK0563                          STATION RECOVERY (1959)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK0563'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK0563'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAS BEEN DESTROYED
 MK0563'BY ROAD CONSTRUCTION.  THERE ARE NO INTERSECTION STATIONS
 MK0563'VISIBLE FROM THE GROUND AT THIS STATION, SO A NEW AZIMUTH MARK
 MK0563'WAS NOT ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 MK0563'
 MK0563'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE SMALL TOWN
 MK0563'OF ELKHORN AND ABOUT 1/2 MILE NORTH OF THE JUNCTION OF U.S.
 MK0563'HIGHWAYS 6, 30A AND 275 AND STATE HIGHWAY 31 AND ACROSS
 MK0563'STATE HIGHWAY 31 FROM THE ROBERTS DAIRY FARM BUILDINGS, 36 FEET
 MK0563'WEST OF THE CENTER OF STATE HIGHWAY 31, 13 FEET EAST OF A
 MK0563'TELEPHONE POLE, AND 1.5 FEET SOUTH OF A NEW WITNESS POST SIGN.
 MK0563'THE MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 MK0563'DISK IS STAMPED ELKHORN N BASE 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 1 IS 137.28 FEET NORTHEAST OF THE STATION,
 MK0563'41 FEET EAST OF THE CENTER OF STATE HIGHWAY 31 AT THE WEST EDGE
 MK0563'OF STEEL YARD FENCE, 23 FEET NORTH-NORTHEAST OF THE MOST
 MK0563'NORTHERN CEDAR TREE ON THE ROAD RIGHT-OF-WAY, AND 17 FEET
 MK0563'SOUTH OF THE NORTHWEST CORNER OF STEEL YARD FENCE.  THE MARK IS
 MK0563'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK0563'ELKHORN N BASE NO 1 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 2 IS 101.02 FEET SOUTHEAST OF THE STATION,
 MK0563'42 FEET EAST OF THE CENTER OF STATE HIGHWAY 31, 16 FEET NORTH OF
 MK0563'THE CENTER OF DRIVEWAY TO THE ROBERTS DAIRY FARM, 9 FEET
 MK0563'NORTH OF THE NORTH GATE POST, AND 1.5 FEET SOUTH OF THE SOUTHWEST
 MK0563'CORNER OF STEEL YARD FENCE AROUND THE HOUSE.  THE MARK PROJECTS
 MK0563'1 INCH AND THE DISK IS STAMPED ELKHORN N BASE NO 2 1947.
 MK0563'
 MK0563'TO REACH THE STATION FROM THE HIGHWAY OVERPASS JUST SOUTH OF
 MK0563'THE SMALL TOIWN OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR
 MK0563'0.55 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MK0563
 MK0563                          STATION RECOVERY (1959)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK0563'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK0563'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS FOUND
 MK0563'LYING IN A DITCH AND DESTROYED.  A NEW AZIMUTH MARK WAS
 MK0563'ESTABLISHED.
 MK0563'
 MK0563'THE STATION IS LOCATED, AIRLINE, ABOUT 1 MILE SOUTH OF ELKHORN
 MK0563'AND 0.8 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 275, 30A,
 MK0563'6 AND STATE HIGHWAY 31, ALONG THE WEST SIDE OF STATE HIGHWAY 31.
 MK0563'
 MK0563'TO REACH THE STATION FROM THE NORTH END OF THE UNION PACIFIC
 MK0563'RAILROAD OVERPASS AND THE AZIMUTH MARK IN THE NORTHEAST CORNER
 MK0563'OF THE OVERPASS, IN THE SOUTHEAST PART OF THE SMALL TOWN OF
 MK0563'ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR 0.65 MILE TO THE
 MK0563'HIGHEST GROUND IN THE IMMEDIATE VICINITY AND THE STATION ON
 MK0563'THE WEST SIDE.
 MK0563'
 MK0563'THE STATION IS A STANDARD DISK STAMPED ELKHORN N BASE 1947
 MK0563'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 MK0563'FLUSH WITH THE GROUND.  IT IS 35 FEET WEST OF THE CENTER OF THE
 MK0563'HIGHWAY, 13 FEET EAST OF A TELEPHONE POLE AND 13 FEET EAST
 MK0563'OF A WHITE WITNESS POST.
 MK0563'
 MK0563'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELKHORN N
 MK0563'BASE NO 1 1947 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MK0563'WHICH IS FLUSH WITH THE GROUND AND IS 6 FEET LOWER THAN THE
 MK0563'STATION.  IT IS 41 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 MK0563'17 FEET SOUTH OF A FENCE CORNER IN THE FENCE LINE.
 MK0563'
 MK0563'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELKHORN
 MK0563'N BASE NO 2 1947 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 MK0563'MONUMENT WHICH IS FLUSH WITH THE GROUND AND IS ABOUT 2 FEET
 MK0563'LOWER THAN THE STATION.  IT IS 41 FEET EAST OF THE CENTER OF THE
 MK0563'HIGHWAY, 16 FEET NORTH OF THE CENTER OF AN ENTRANCE ROAD AND
 MK0563'1 FOOT SOUTH OF A FENCE CORNER.
 MK0563'
 MK0563'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKHORN N BASE
 MK0563'1947 1959 SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION AND
 MK0563'NORTHEAST CORNER OF THE UNION PACIFIC RAILROAD OVERPASS.  IT IS
 MK0563'26 FEET EAST OF THE CENTER OF THE HIGHWAY.
 MK0563
 MK0563                          STATION RECOVERY (1967)
 MK0563
 MK0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK0563'UNABLE TO MEASURE DIRECTIONS TO REFERENCE MARKS DUE TO TREES
 MK0563'HEAVY WITH LEAVES AT TIME OF SECOND VISIT.  ALL MARKS FOUND IN
 MK0563'GOOD CONDITION.
 MK0563
 MK0563                          STATION RECOVERY (1968)
 MK0563
 MK0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0563'RECOVERED IN GOOD CONDITION.
 MK0563
 MK0563                          STATION RECOVERY (1974)
 MK0563
 MK0563'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK0563'STATION RECOVERED AS DESCRIBED.
 MK0563'
 MK0563'NEAREST TOWN--ELKHORN.
 MK0563
 MK0563                          STATION RECOVERY (1976)
 MK0563
 MK0563'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MK0563'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 MK0563'
 MK0563'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES SOUTH ELKHORN,
 MK0563'NEBRASKA.
 MK0563
 MK0563                          STATION RECOVERY (1977)
 MK0563
 MK0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK0563'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK 1959
 MK0563'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 MK0563'CONSTRUCTION IN THE AREA THE STATION MARK, REFERENCE MARK 2 AND THE
 MK0563'AZIMUTH MARK 1959 WILL BE DESTROYED, HOWEVER THERE IS A SLIGHT
 MK0563'CHANCE THAT REFERENCE MARK 2 WILL NOT BE DESTROYED.  THIS
 MK0563'DATE ELKHORN N BASE 2 AND REFERENCE MARK 3 AND AN AZIMUTH MARK
 MK0563'WERE ESTABLISHED.
 MK0563'
 MK0563'SEE THE DESCRIPTION FOR ELKHORN N BASE 2 THEREOF--
 MK0563'
 MK0563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SOUTH
 MK0563'OF ELKHORN.
 MK0563
 MK0563                          STATION RECOVERY (1977)
 MK0563
 MK0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0563'THIS MARK WILL BE DESTROYED BY ROAD CONSTRUCTION. TRIANGULATION
 MK0563'STATION ELKHORN N BASE 2 WAS ESTABLISHED THIS DATE AND THE LEVEL TIE
 MK0563'WAS MADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1823 ***********************************************************************
 MK1823  DESIGNATION -  ELKHORN N BASE 2
 MK1823  PID         -  MK1823
 MK1823  STATE/COUNTY-  NE/DOUGLAS
 MK1823  COUNTRY     -  US
 MK1823  USGS QUAD   -  ELKHORN (2017)
 MK1823
 MK1823                         *CURRENT SURVEY CONTROL
 MK1823  ______________________________________________________________________
 MK1823* NAD 83(1995) POSITION- 41 16 18.56090(N) 096 14 05.00668(W)   NO CHECK
 MK1823* NAVD 88 ORTHO HEIGHT -   386.32  (+/-2cm)     1267.5   (feet) VERTCON
 MK1823  ______________________________________________________________________
 MK1823  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 MK1823  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 MK1823  HORZ ORDER      -  SECOND
 MK1823  VERT ORDER      -  THIRD (See Below)
 MK1823
 MK1823.The horizontal coordinates were established by classical geodetic methods
 MK1823.and adjusted by the National Geodetic Survey in August 1997.
 MK1823
 MK1823.No horizontal observational check was made to the station.
 MK1823
 MK1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1823
 MK1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1823.GEOID18 height accuracy estimate available here.
 MK1823
 MK1823.The vertical order pertains to the NGVD 29 superseded value.
 MK1823
 MK1823.Click photographs - Photos may exist for this station.
 MK1823
 MK1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1823
 MK1823. The following values were computed from the NAD 83(1995) position.
 MK1823
 MK1823;                    North         East     Units Scale Factor Converg.
 MK1823;SPC NE       -   166,575.299   815,282.359   MT  0.99966689   +2 29 42.9
 MK1823;SPC NE       -   546,505.79  2,674,805.54   sFT  0.99966689   +2 29 42.9
 MK1823;UTM  14      - 4,572,621.068   731,617.704   MT  1.00026028   +1 49 29.5
 MK1823
 MK1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1823!SPC NE       -   0.99994369  x   0.99966689  =   0.99961060
 MK1823!UTM  14      -   0.99994369  x   1.00026028  =   1.00020396
 MK1823
 MK1823:                Primary Azimuth Mark                     Grid Az
 MK1823:SPC NE       -  ELKHORN N BASE 2 AZ MK                   262 26 41.1
 MK1823:UTM  14      -  ELKHORN N BASE 2 AZ MK                   263 06 54.5
 MK1823
 MK1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3161772621(NAD 83)
 MK1823
 MK1823|---------------------------------------------------------------------|
 MK1823| PID    Reference Object                     Distance      Geod. Az  |
 MK1823|                                                           dddmmss.s |
 MK1823| MK0564 ELKHORN N BASE RM 1                                03617     |
 MK1823| MK0563 ELKHORN N BASE                       12.024 METERS 04419     |
 MK1823| MK0565 ELKHORN N BASE RM 2                                10957     |
 MK1823| MK1824 ELKHORN N BASE 2 RM 3                37.762 METERS 17828     |
 MK1823| MK1984 ELKHORN N BASE 2 AZ MK              APPROX. 0.8 KM 2645624.0 |
 MK1823|---------------------------------------------------------------------|
 MK1823
 MK1823                          SUPERSEDED SURVEY CONTROL
 MK1823
 MK1823  NAD 83(1986)-  41 16 18.56937(N)    096 14 05.00887(W) AD(       ) 2
 MK1823  NAD 27      -  41 16 18.57516(N)    096 14 03.91794(W) AD(       ) 2
 MK1823  NGVD 29 (01/31/13)  386.19   (m)         1267.0    (f) RESET       3  
 MK1823  NGVD 29             386.18   (m)         1267.0    (f) LEVELING    3  
 MK1823
 MK1823.Superseded values are not recommended for survey control.
 MK1823
 MK1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1823.See file dsdata.pdf to determine how the superseded data were derived.
 MK1823
 MK1823_MARKER: DH = HORIZONTAL CONTROL DISK
 MK1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1823_STAMPING: ELKHORN N BASE 2 1977
 MK1823_MARK LOGO: NGS
 MK1823_PROJECTION: PROJECTING 0 CENTIMETERS
 MK1823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MK1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1823+STABILITY: SURFACE MOTION
 MK1823
 MK1823  HISTORY     - Date     Condition        Report By
 MK1823  HISTORY     - 1977     MONUMENTED       NGS
 MK1823  HISTORY     - 1977     GOOD             NGS
 MK1823
 MK1823                          STATION DESCRIPTION
 MK1823
 MK1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1823'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF ELKHORN, ON THE
 MK1823'WEST RIGHT-OF-WAY OF STATE HIGHWAY 31.
 MK1823'
 MK1823'TO REACH THE STATION FROM THE NORTH END OF THE UNION PACIFIC
 MK1823'RAILROAD OVERPASS IN THE SOUTHEAST PART OF THE TOWN OF ELKHORN GO
 MK1823'SOUTH ON STATE HIGHWAY 31 FOR 0.65 MILE TO THE STATION ON THE
 MK1823'RIGHT AND A HOUSE ON THE LEFT.
 MK1823'
 MK1823'THE STATION MARKS ARE STANDARD DISK STAMPED ELKHORN N BASE 2 1977.
 MK1823'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 MK1823'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62.5 FEET WEST OF
 MK1823'THE CENTER OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER OF A FIELD
 MK1823'ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED
 MK1823'AND 2.3 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MK1823'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 MK1823'THE GROUND SURFACE.
 MK1823'
 MK1823'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELKHORN N BASE NO 1
 MK1823'1947, SET IN THE TOP OF A 12 INCH CONCRETE POST THAT IS FLUSH
 MK1823'WITH THE GROUND SURFACE.  IT IS 41.5 FEET EAST OF THE CENTER OF THE
 MK1823'HIGHWAY, 36 FEET NORTH OF A POWER POLE, 25.6 FEET WEST OF A WIRE
 MK1823'FENCE, 23 FEET NORTH-NORTHEAST OF A 14-INCH PINE TREE AND 22.5
 MK1823'FEET SOUTH-SOUTHEAST OF A 36-INCH MAPLE TREE.
 MK1823'
 MK1823'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELKHORN N BASE NO 2
 MK1823'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 MK1823'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTER OF
 MK1823'THE HIGHWAY, 16 FEET NORTH OF THE CENTER OF A CONCRETE DRIVEWAY
 MK1823'TO THE HOUSE, 14 FEET WEST-NORTHWEST OF A LAMP POST, 10.5
 MK1823'FEET WEST OF A CORNER FENCE POST AND 2 FEET SOUTH-SOUTHWEST OF A
 MK1823'PIPE POST.
 MK1823'
 MK1823'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1823'ELKHORN N BASE 2 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.
 MK1823'IT IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY, 13 FEET NORTHWEST
 MK1823'OF A TELEPHONE JUNCTION BOX AND 1 FOOT NORTH OF A METAL WITNESS
 MK1823'POST.
 MK1823'
 MK1823'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKHORN N BASE 2 1977,
 MK1823'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 MK1823'WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF A POWER POLE,
 MK1823'31.9 FEET WEST OF THE CENTER OF A SURFACED ROAD, 14 FEET NORTH
 MK1823'OF A NORTH END GATE POST, 2.3 FEET NORTH-NORTHEAST OF A METAL
 MK1823'WITNESS POST AND 1.8 FEET EAST OF A NORTH-SOUTH FENCELINE.
 MK1823'
 MK1823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 MK1823'31 FOR 0.4 MILE TO THE JUNCTION OF US HIGHWAY 6, BEAR RIGHT AND GO
 MK1823'WESTERLY ON HIGHWAY 6 FOR 1.2 MILE TO A SIDE ROAD ON THE RIGHT,
 MK1823'TURN RIGHT AND GO NORTHEASTERLY ON A SURFACED ROAD FOR 0.8 MILE
 MK1823'TO THE AZIMUTH MARK ON THE LEFT.
 MK1823'
 MK1823'NOTE--REBAR PLACED IN THE STATION MARK AND AZIMUTH MARK CONCRETE
 MK1823'POSTS.
 MK1823'
 MK1823'NEAREST TOWN--ELKHORN.
 MK1823
 MK1823                          STATION RECOVERY (1977)
 MK1823
 MK1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK1823'0.55 MI SOUTH FROM ELKHORN.
 MK1823'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK1823'OVERPASS IN ELKHORN, 62.5 FEET WEST OF THE CENTER OF THE HIGHWAY,
 MK1823'26 FEET NORTH OF THE CENTER OF A FIELD ROAD AND BETWEEN TWO METAL
 MK1823'POSTS NORTH AND SOUTH.
 MK1823'THE MARK IS 2.5 FT  N FROM A WITNESS POST.
 MK1823'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1984 ***********************************************************************
 MK1984  DESIGNATION -  ELKHORN N BASE 2 AZ MK
 MK1984  PID         -  MK1984
 MK1984  STATE/COUNTY-  NE/DOUGLAS
 MK1984  COUNTRY     -  US
 MK1984  USGS QUAD   -  ELKHORN (2017)
 MK1984
 MK1984                         *CURRENT SURVEY CONTROL
 MK1984  ______________________________________________________________________
 MK1984* NAD 83(1995) POSITION- 41 16 16.31917(N) 096 14 38.54378(W)   NO CHECK
 MK1984* NAVD 88 ORTHO HEIGHT -   393.4   (meters)     1291.    (feet) VERTCON
 MK1984  ______________________________________________________________________
 MK1984  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 MK1984  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 MK1984  HORZ ORDER      -  THIRD
 MK1984
 MK1984.The horizontal coordinates were established by classical geodetic methods
 MK1984.and adjusted by the National Geodetic Survey in August 1997.
 MK1984
 MK1984.No horizontal observational check was made to the station.
 MK1984
 MK1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1984
 MK1984.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1984.GEOID18 height accuracy estimate available here.
 MK1984
 MK1984.Click photographs - Photos may exist for this station.
 MK1984
 MK1984.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1984
 MK1984. The following values were computed from the NAD 83(1995) position.
 MK1984
 MK1984;                    North         East     Units Scale Factor Converg.
 MK1984;SPC NE       -   166,472.301   814,505.797   MT  0.99966694   +2 29 20.6
 MK1984;SPC NE       -   546,167.87  2,672,257.77   sFT  0.99966694   +2 29 20.6
 MK1984;UTM  14      - 4,572,527.107   730,839.530   MT  1.00025585   +1 49 07.3
 MK1984
 MK1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1984!SPC NE       -   0.99994258  x   0.99966694  =   0.99960953
 MK1984!UTM  14      -   0.99994258  x   1.00025585  =   1.00019841
 MK1984
 MK1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3083972527(NAD 83)
 MK1984
 MK1984                          SUPERSEDED SURVEY CONTROL
 MK1984
 MK1984  NAD 83(1986)-  41 16 16.32753(N)    096 14 38.54605(W) AD(       ) 3
 MK1984  NAD 27      -  41 16 16.33274(N)    096 14 37.45393(W) AD(       ) 3
 MK1984  NGVD 29 (07/19/86)  393.3    (m)         1290.     (f) VERT ANG       
 MK1984
 MK1984.Superseded values are not recommended for survey control.
 MK1984
 MK1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1984.See file dsdata.pdf to determine how the superseded data were derived.
 MK1984
 MK1984_MARKER: DZ = AZIMUTH MARK DISK
 MK1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1984_STAMPING: ELKHORN N BASE 2 1977
 MK1984_MARK LOGO: NGS
 MK1984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MK1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1984+STABILITY: SURFACE MOTION
 MK1984
 MK1984  HISTORY     - Date     Condition        Report By
 MK1984  HISTORY     - 1977     MONUMENTED       NGS
 MK1984
 MK1984                          STATION DESCRIPTION
 MK1984
 MK1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1984'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKHORN N BASE 2 1977,
 MK1984'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 MK1984'THE GROUND SURFACE.  IT IS 38 FEET NORTH OF A POWER POLE, 31.9
 MK1984'FEET WEST OF THE CENTER OF A SURFACED ROAD, 14 FEET NORTH OF A
 MK1984'NORTH END GATE POST, 2.3 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MK1984'POST AND 1.8 FEET EAST OF A NORTH-SOUTH FENCELINE.
 MK1984'
 MK1984'TO REACH THE AZIMUTH MARK FROM THE STATION ELKHORN N BASE 2, GO
 MK1984'SOUTH ON HIGHWAY 31 FOR 0.4 MILE TO THE JUNCTION OF US HIGHWAY
 MK1984'6, BEAR RIGHT AND GO WESTERLY ON HIGHWAY 6 FOR 1.2 MILE TO A
 MK1984'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON A
 MK1984'SURFACED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MK1984'
 MK1984'NOTE--REBAR PLACED IN THE AZIMUTH MARK CONCRETE POST.
 MK1984'
 MK1984'NEAREST TOWN--ELKHORN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1824 ***********************************************************************
 MK1824  DESIGNATION -  ELKHORN N BASE 2 RM 3
 MK1824  PID         -  MK1824
 MK1824  STATE/COUNTY-  NE/DOUGLAS
 MK1824  COUNTRY     -  US
 MK1824  USGS QUAD   -  ELKHORN (2017)
 MK1824
 MK1824                         *CURRENT SURVEY CONTROL
 MK1824  ______________________________________________________________________
 MK1824* NAD 83(1986) POSITION- 41 16 17.34   (N) 096 14 04.96   (W)   HD_HELD1
 MK1824* NAVD 88 ORTHO HEIGHT -   386.01  (+/-2cm)     1266.4   (feet) VERTCON
 MK1824  ______________________________________________________________________
 MK1824  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 MK1824  VERT ORDER      -  THIRD (See Below)
 MK1824
 MK1824.The horizontal coordinates were determined by differentially corrected
 MK1824.hand held GPS observations or other comparable positioning techniques
 MK1824.and have an estimated accuracy of +/- 3 meters.
 MK1824
 MK1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1824
 MK1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1824.GEOID18 height accuracy estimate available here.
 MK1824
 MK1824.The vertical order pertains to the NGVD 29 superseded value.
 MK1824
 MK1824.Click photographs - Photos may exist for this station.
 MK1824
 MK1824;                    North         East    Units  Estimated Accuracy
 MK1824;SPC NE       -   166,537.7     815,285.1     MT  (+/- 3 meters HH1 GPS) 
 MK1824
 MK1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3161972583(NAD 83)
 MK1824
 MK1824                          SUPERSEDED SURVEY CONTROL
 MK1824
 MK1824  NGVD 29 (01/31/13)  385.89   (m)         1266.0    (f) RESET       3  
 MK1824
 MK1824.Superseded values are not recommended for survey control.
 MK1824
 MK1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1824.See file dsdata.pdf to determine how the superseded data were derived.
 MK1824
 MK1824_MARKER: DR = REFERENCE MARK DISK
 MK1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1824_STAMPING: ELKHORN N BASE 2 NO 3 1977
 MK1824_MARK LOGO: NGS
 MK1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1824+STABILITY: SURFACE MOTION
 MK1824
 MK1824  HISTORY     - Date     Condition        Report By
 MK1824  HISTORY     - 1977     MONUMENTED       NGS
 MK1824
 MK1824                          STATION DESCRIPTION
 MK1824
 MK1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1824'0.55 MI SOUTH FROM ELKHORN.
 MK1824'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK1824'OVERPASS IN ELKHORN, 60 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 MK1824'13 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX A 4-INCH CAST
 MK1824'ALUMINUM REFERENCE MARK SET FLUSH WITH GROUND.
 MK1824'THE MARK IS 1 FT  N FROM A WITNESS POST.
 MK1824'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0564 ***********************************************************************
 MK0564  DESIGNATION -  ELKHORN N BASE RM 1
 MK0564  PID         -  MK0564
 MK0564  STATE/COUNTY-  NE/DOUGLAS
 MK0564  COUNTRY     -  US
 MK0564  USGS QUAD   -  ELKHORN (2017)
 MK0564
 MK0564                         *CURRENT SURVEY CONTROL
 MK0564  ______________________________________________________________________
 MK0564* NAD 83(1986) POSITION- 41 16 19.96   (N) 096 14 03.64   (W)   HD_HELD1
 MK0564* NAVD 88 ORTHO HEIGHT -   384.881 (meters)     1262.73  (feet) ADJUSTED
 MK0564  ______________________________________________________________________
 MK0564  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 MK0564  DYNAMIC HEIGHT  -        384.708 (meters)     1262.16  (feet) COMP
 MK0564  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 MK0564
 MK0564  VERT ORDER      -  SECOND    CLASS 0
 MK0564
 MK0564.The horizontal coordinates were determined by differentially corrected
 MK0564.hand held GPS observations or other comparable positioning techniques
 MK0564.and have an estimated accuracy of +/- 3 meters.
 MK0564
 MK0564.The orthometric height was determined by differential leveling and
 MK0564.adjusted by the NATIONAL GEODETIC SURVEY
 MK0564.in June 1991.
 MK0564
 MK0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0564.GEOID18 height accuracy estimate available here.
 MK0564
 MK0564.Click photographs - Photos may exist for this station.
 MK0564
 MK0564.The dynamic height is computed by dividing the NAVD 88
 MK0564.geopotential number by the normal gravity value computed on the
 MK0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0564.degrees latitude (g = 980.6199 gals.).
 MK0564
 MK0564.The modeled gravity was interpolated from observed gravity values.
 MK0564
 MK0564;                    North         East    Units  Estimated Accuracy
 MK0564;SPC NE       -   166,619.8     815,312.2     MT  (+/- 3 meters HH1 GPS) 
 MK0564
 MK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3164872665(NAD 83)
 MK0564
 MK0564                          SUPERSEDED SURVEY CONTROL
 MK0564
 MK0564  NGVD 29 (??/??/92)  384.750  (m)         1262.30   (f) ADJ UNCH    2 0
 MK0564
 MK0564.Superseded values are not recommended for survey control.
 MK0564
 MK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0564.See file dsdata.pdf to determine how the superseded data were derived.
 MK0564
 MK0564_MARKER: DR = REFERENCE MARK DISK
 MK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0564_STAMPING: ELKHORN N BASE NO 1 1947
 MK0564_MARK LOGO: CGS
 MK0564_PROJECTION: FLUSH
 MK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0564+STABILITY: SURFACE MOTION
 MK0564
 MK0564  HISTORY     - Date     Condition        Report By
 MK0564  HISTORY     - 1947     MONUMENTED       CGS
 MK0564  HISTORY     - 1950     GOOD             CGS
 MK0564  HISTORY     - 1977     GOOD             NGS
 MK0564
 MK0564                          STATION DESCRIPTION
 MK0564
 MK0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0564'0.6 MI S FROM ELKHORN.
 MK0564'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0564'OVERPASS AT ELKHORN, 137.0 FEET NORTHEAST OF ELKHORN N. BASE
 MK0564'1947, 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 MK0564'FARMHOUSE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17
 MK0564'FEET SOUTH OF THE NORTHWEST CORNER OF A YARD FENCE, 0.3 FOOT
 MK0564'WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE
 MK0564'POST WHICH IS FLUSH WITH THE GROUND.
 MK0564
 MK0564                          STATION RECOVERY (1977)
 MK0564
 MK0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0564'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0564'OVERPASS AT ELKHORN, 22.5 FEET SSE OF A 36 INCH MAPLE TREE, 25.6 FEET
 MK0564'WEST OF A WIRE FENCE, 23 FEET NNE OF A 14-INCH PINE TREE, 36 FEET
 MK0564'NORTH OF A POWER POLE AND 41 S FEET EAST OF THE CENTER OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0565 ***********************************************************************
 MK0565  DESIGNATION -  ELKHORN N BASE RM 2
 MK0565  PID         -  MK0565
 MK0565  STATE/COUNTY-  NE/DOUGLAS
 MK0565  COUNTRY     -  US
 MK0565  USGS QUAD   -  ELKHORN (2017)
 MK0565
 MK0565                         *CURRENT SURVEY CONTROL
 MK0565  ______________________________________________________________________
 MK0565* NAD 83(1986) POSITION- 41 16 18.19   (N) 096 14 03.64   (W)   HD_HELD1
 MK0565* NAVD 88 ORTHO HEIGHT -   385.697 (meters)     1265.41  (feet) ADJUSTED
 MK0565  ______________________________________________________________________
 MK0565  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 MK0565  DYNAMIC HEIGHT  -        385.524 (meters)     1264.84  (feet) COMP
 MK0565  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 MK0565
 MK0565  VERT ORDER      -  SECOND    CLASS 0
 MK0565
 MK0565.The horizontal coordinates were determined by differentially corrected
 MK0565.hand held GPS observations or other comparable positioning techniques
 MK0565.and have an estimated accuracy of +/- 3 meters.
 MK0565
 MK0565.The orthometric height was determined by differential leveling and
 MK0565.adjusted by the NATIONAL GEODETIC SURVEY
 MK0565.in June 1991.
 MK0565
 MK0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0565.GEOID18 height accuracy estimate available here.
 MK0565
 MK0565.Click photographs - Photos may exist for this station.
 MK0565
 MK0565.The dynamic height is computed by dividing the NAVD 88
 MK0565.geopotential number by the normal gravity value computed on the
 MK0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0565.degrees latitude (g = 980.6199 gals.).
 MK0565
 MK0565.The modeled gravity was interpolated from observed gravity values.
 MK0565
 MK0565;                    North         East    Units  Estimated Accuracy
 MK0565;SPC NE       -   166,565.3     815,314.6     MT  (+/- 3 meters HH1 GPS) 
 MK0565
 MK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3164972610(NAD 83)
 MK0565
 MK0565                          SUPERSEDED SURVEY CONTROL
 MK0565
 MK0565  NGVD 29 (??/??/92)  385.566  (m)         1264.98   (f) ADJ UNCH    2 0
 MK0565
 MK0565.Superseded values are not recommended for survey control.
 MK0565
 MK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0565.See file dsdata.pdf to determine how the superseded data were derived.
 MK0565
 MK0565_MARKER: DR = REFERENCE MARK DISK
 MK0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0565_STAMPING: ELKHORN N BASE NO 2 1947
 MK0565_MARK LOGO: CGS
 MK0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0565+STABILITY: SURFACE MOTION
 MK0565
 MK0565  HISTORY     - Date     Condition        Report By
 MK0565  HISTORY     - 1947     MONUMENTED       CGS
 MK0565  HISTORY     - 1950     GOOD             CGS
 MK0565  HISTORY     - 1967     MARK NOT FOUND   USGS
 MK0565  HISTORY     - 1977     GOOD             NGS
 MK0565
 MK0565                          STATION DESCRIPTION
 MK0565
 MK0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0565'0.6 MI S FROM ELKHORN.
 MK0565'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0565'OVERPASS AT ELKHORN, 101.0 FEET SOUTHEAST OF ELKHORN N. BASE
 MK0565'1947, 98 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 MK0565'FARMHOUSE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16
 MK0565'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET
 MK0565'SOUTH OF THE SOUTHWEST CORNER OF THE YARD FENCE, SET IN THE TOP
 MK0565'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0565
 MK0565                          STATION RECOVERY (1967)
 MK0565
 MK0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0565'MARK NOT FOUND.
 MK0565
 MK0565                          STATION RECOVERY (1977)
 MK0565
 MK0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0565'THIS MARK WILL BE DESTROYED BY ROAD CONSTRUCTION. TRIANGULATION
 MK0565'STATION ELKHORN N BASE 2 AND REFERENCE MARK NO 3 WERE ESTABLISHED
 MK0565'THIS DATE AND ELEVATION TIE MARK TO THE NEW MARKS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1852 ***********************************************************************
 MK1852  DESIGNATION -  ELKHORN RESET
 MK1852  PID         -  MK1852
 MK1852  STATE/COUNTY-  NE/STANTON
 MK1852  COUNTRY     -  US
 MK1852  USGS QUAD   -  MADISON NE (2017)
 MK1852
 MK1852                         *CURRENT SURVEY CONTROL
 MK1852  ______________________________________________________________________
 MK1852* NAD 83(1995) POSITION- 41 59 21.28711(N) 097 18 37.80662(W)   ADJUSTED
 MK1852* NAVD 88 ORTHO HEIGHT -   533.2   (meters)     1749.    (feet) VERTCON
 MK1852  ______________________________________________________________________
 MK1852  GEOID HEIGHT    -        -24.750 (meters)                     GEOID18
 MK1852  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 MK1852  HORZ ORDER      -  FIRST
 MK1852
 MK1852.The horizontal coordinates were established by classical geodetic methods
 MK1852.and adjusted by the National Geodetic Survey in August 1997.
 MK1852
 MK1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1852
 MK1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1852.GEOID18 height accuracy estimate available here.
 MK1852
 MK1852.Click photographs - Photos may exist for this station.
 MK1852
 MK1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1852
 MK1852. The following values were computed from the NAD 83(1995) position.
 MK1852
 MK1852;                    North         East     Units Scale Factor Converg.
 MK1852;SPC NE       -   242,828.947   722,760.385   MT  0.99969413   +1 46 56.4
 MK1852;SPC NE       -   796,681.30  2,371,256.36   sFT  0.99969413   +1 46 56.4
 MK1852;UTM  14      - 4,649,962.819   639,945.941   MT  0.99984099   +1 07 49.6
 MK1852
 MK1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1852!SPC NE       -   0.99992026  x   0.99969413  =   0.99961442
 MK1852!UTM  14      -   0.99992026  x   0.99984099  =   0.99976127
 MK1852
 MK1852:                Primary Azimuth Mark                     Grid Az
 MK1852:SPC NE       -  ELKHORN AZ MK 2                          359 42 39.8
 MK1852:UTM  14      -  ELKHORN AZ MK 2                          000 21 46.6
 MK1852
 MK1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3994549962(NAD 83)
 MK1852
 MK1852|---------------------------------------------------------------------|
 MK1852| PID    Reference Object                     Distance      Geod. Az  |
 MK1852|                                                           dddmmss.s |
 MK1852| CN9225 ELKHORN AZ MK 2                                    0012936.2 |
 MK1852| CN9226 ELKHORN RM 1                         39.404 METERS 00531     |
 MK1852| CN9227 ELKHORN RM 2                         47.164 METERS 06549     |
 MK1852| CN9228 ELKHORN RM 3                         24.000 METERS 07809     |
 MK1852| MK1835 STANTON STANDPIPE                   APPROX. 8.1 KM 1193532.1 |
 MK1852| CN9224 ELKHORN AZ MK                                      2011102.0 |
 MK1852| NM1777 NORFOLK TV CHAN 6 SAT MAST          APPROX. 6.8 KM 3142807.5 |
 MK1852| NM1776 NORFOLK TV CHAN 4 AND 9 MAST        APPROX. 6.7 KM 3171707.4 |
 MK1852| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX. 9.5 KM 3190843.8 |
 MK1852| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX. 9.5 KM 3193232.2 |
 MK1852| NM1779 NORFOLK STATE POLICE RAD MAST       APPROX. 3.8 KM 3235803.8 |
 MK1852| NM1778 NORFOLK STATE HOSP MICROWAVE        APPROX. 3.4 KM 3482628.5 |
 MK1852|---------------------------------------------------------------------|
 MK1852
 MK1852                          SUPERSEDED SURVEY CONTROL
 MK1852
 MK1852  NAD 83(1986)-  41 59 21.29544(N)    097 18 37.80886(W) AD(       ) 1
 MK1852  NAD 27      -  41 59 21.27700(N)    097 18 36.63600(W) AD(       ) 1
 MK1852  NGVD 29 (07/19/86)  533.0    (m)         1749.     (f) VERT ANG       
 MK1852
 MK1852.Superseded values are not recommended for survey control.
 MK1852
 MK1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1852.See file dsdata.pdf to determine how the superseded data were derived.
 MK1852
 MK1852_MARKER: DS = TRIANGULATION STATION DISK
 MK1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1852_STAMPING: ELKHORN 1935 1966
 MK1852_MARK LOGO: CGS
 MK1852_PROJECTION: FLUSH
 MK1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1852+STABILITY: SURFACE MOTION
 MK1852
 MK1852  HISTORY     - Date     Condition        Report By
 MK1852  HISTORY     - 1935     MONUMENTED       CGS
 MK1852  HISTORY     - 1953     GOOD             CGS
 MK1852  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MK1852  HISTORY     - 1968     GOOD             CGS
 MK1852
 MK1852                          STATION DESCRIPTION
 MK1852
 MK1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1852'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE NORTHEAST
 MK1852'QUARTER SEC. 9, T. 23 N., R. 1 E., ABOUT 6 MILES SOUTHEAST
 MK1852'OF NORFOLK AND 5 MILES NORTHWEST OF STANTON ON THE SOUTH
 MK1852'END OF A RIDGE OR A SMALL KNOLL OVERLOOKING THE VALLEY TO THE
 MK1852'WEST AND SOUTH AT A SECTION CORNER.
 MK1852'
 MK1852'REACHED FROM NORFOLK (BON TON FLOUR MILL ON THE EAST SIDE
 MK1852'OF TOWN) BY GOING EAST AND SOUTHEAST ON ROUTE 8, FOR 6.25 MILES,
 MK1852'TURN LEFT (EAST) LEAVING ROUTE 8, AND GO 0.4 MILE TO CROSS
 MK1852'ROAD WITH SCHOOLHOUSE IN THE NORTHEAST ANGLE, TURN LEFT
 MK1852'(NORTH) AND GO 1.0 MILE TO TOP OF HILL AND STATION.  MARK
 MK1852'IS SET IN PASTURE, 15 FEET WEST OF NORTH-SOUTH FENCE, 72 FEET
 MK1852'SOUTH-SOUTHWEST OF FENCE CORNER AND 44 FEET WEST OF CENTERLINE
 MK1852'OF NORTH-SOUTH ROAD.
 MK1852'
 MK1852'REFERENCE MARK NO. 1 IS 129.28 FEET (39.404 METERS) NORTH
 MK1852'OF STATION, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD
 MK1852'IN FENCE LINE AND 65 FEET NORTHWEST OF T-ROAD INTERSECTION
 MK1852'
 MK1852'REFERENCE MARK NO. 2 IS 154.74 FEET (47.164 METERS)
 MK1852'EAST-NORTHEAST OF STATION, IN EAST-WEST FENCE LINE, AND 18
 MK1852'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 MK1852'
 MK1852'AZIMUTH MARK IS REACHED BY GOING SOUTH FROM STATION 1.0
 MK1852'MILE TO CROSS ROAD, TURN RIGHT (WEST) AND GO 0.35 MILE.  MARK
 MK1852'IS SET IN EAST-WEST FENCE LINE, 24 FEET NORTH OF CENTERLINE
 MK1852'OF EAST-WEST ROAD, AND 80 FEET NORTH OF CENTERLINE OF ROUTE 8
 MK1852'
 MK1852'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1852
 MK1852                          STATION RECOVERY (1953)
 MK1852
 MK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 MK1852'STATION RECOVERED AS DESCRIBED, EXCEPT STATE HIGHWAY 8 IS
 MK1852'NOW STATE HIGHWAY 24, AND THE DISTANCE OF 6.25 SHOULD BE
 MK1852'6.4 MI.  REFERENCE MARK 1 RECOVERED AS DESCRIBED.  REFERENCE
 MK1852'MARK 2 SEARCHED FOR BUT NOT RECOVERED, COULD HAVE BEEN
 MK1852'DESTROYED WHEN E-W ROAD WAS REPAIRED AND RIGHT-OF-WAY WIDENED.
 MK1852'
 MK1852'STATION MARK, REFERENCE MARK 1, AND AZIMUTH MARK RECOVERED IN
 MK1852'GOOD CONDITION.  STATION MARK PROJECTS ABOUT 18 IN. ABOVE GROUND.
 MK1852
 MK1852                          STATION RECOVERY (1966)
 MK1852
 MK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1852'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 MK1852'GOOD CONDITION, AS DESCRIBED IN THE 1935 DESCRIPTION.  REFERENCE
 MK1852'MARK NO. 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT IS BELIEVED
 MK1852'DESTROYED BY GRADEING OF ROAD.  THE STATION WAS LOWERED AT THE
 MK1852'REQUEST OF THE PROPERTY OWNER.  THE ORIGINAL POINT WAS HELD, THE
 MK1852'SURFACE MARK IS NOW FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 MK1852'IS STAMPED ELKHORN 1935 1966.
 MK1852'
 MK1852'REFERENCE MARK NO. 3 WAS ESTABLISHED.  IT IS 100 FEET NORTH OF AN
 MK1852'UTILITY POLE, 95 FEET SOUTH OF AN UTILITY POLE, 33 FEET EAST OF THE
 MK1852'APPROXIMATE CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF FENCELINE.
 MK1852'IT IS MARKED BY A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF
 MK1852'A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 MK1852'SURFACE OF THE GROUND.  THE DISK IS STAMPED ELKHORN NO 3 1935 1966.
 MK1852'
 MK1852'A NEW ROUTE TO THE STATION FOLLOWS--TO REACH FROM THE FIRST NATIONAL
 MK1852'BANK BUILDING IN STATION, GO SOUTH FOR 1 BLOCK, THEN WESTERLY ON
 MK1852'STATE HIGHWAY 24 FOR 5.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MK1852'NORTH FOR 0.5 MILE TO A CROSSROAD.  (TURN LEFT AND GO WEST FOR 0.4
 MK1852'MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD).
 MK1852'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.95 MILE TO STATION ON THE
 MK1852'LEFT AT TOP OF RIDGE AND ON WEST SIDE OF ROAD.
 MK1852'
 MK1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 MK1852'SOUTHEAST OF NORFOLK PLATE.
 MK1852'
 MK1852'HEIGHT OF LIGHT ABOVE STATION MARK 85.81 FEET.
 MK1852
 MK1852                          STATION RECOVERY (1968)
 MK1852
 MK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK1852'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 MK1852'NO. 3 WERE RECOVERED AS DESCRIBED IN 1966 AND FOUND IN GOOD
 MK1852'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 MK1852'CONSTRUCTION ON STATE HIGHWAY 24 AND HAD TO BE RESET.
 MK1852'
 MK1852'DUE TO ADVERSE WEATHER CONDITIONS THE REFERENCE MARKS WERE
 MK1852'NOT MEASURED OR OBSERVED ON.
 MK1852'
 MK1852'A NEW AZIMUTH MARK WAS SET.
 MK1852'
 MK1852'A METAL WITNESS POST WAS SET 12 FEET EAST OF THE STATION MARK.
 MK1852'
 MK1852'FOLLOWING IS A NEW DESCRIPTION OR THE RESET AZIMUTH MARK.
 MK1852'
 MK1852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 MK1852'GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 MK1852'
 MK1852'AZIMUTH MARK, A STANDARD DISK STAMPED ELKHORN 1935 1968, IS
 MK1852'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK1852'IT IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT
 MK1852'WEST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MK1852'
 MK1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 MK1852'MILES SOUTHEAST OF NORFOLK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1997 ***********************************************************************
 MK1997  DESIGNATION -  ELKHORN S BASE
 MK1997  PID         -  MK1997
 MK1997  STATE/COUNTY-  NE/SARPY
 MK1997  COUNTRY     -  US
 MK1997  USGS QUAD   -  GRETNA (2017)
 MK1997
 MK1997                         *CURRENT SURVEY CONTROL
 MK1997  ______________________________________________________________________
 MK1997* NAD 83(1995) POSITION- 41 09 42.00380(N) 096 14 03.30143(W)   ADJUSTED
 MK1997* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 MK1997  ______________________________________________________________________
 MK1997  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 MK1997  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 MK1997  HORZ ORDER      -  SECOND
 MK1997
 MK1997.The horizontal coordinates were established by classical geodetic methods
 MK1997.and adjusted by the National Geodetic Survey in August 1997.
 MK1997
 MK1997.The orthometric height was scaled from a topographic map.
 MK1997
 MK1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1997.GEOID18 height accuracy estimate available here.
 MK1997
 MK1997.Click photographs - Photos may exist for this station.
 MK1997
 MK1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1997
 MK1997. The following values were computed from the NAD 83(1995) position.
 MK1997
 MK1997;                    North         East     Units Scale Factor Converg.
 MK1997;SPC NE       -   154,359.068   815,854.494   MT  0.99967653   +2 29 44.0
 MK1997;SPC NE       -   506,426.38  2,676,682.62   sFT  0.99967653   +2 29 44.0
 MK1997;UTM  14      - 4,560,391.749   732,046.700   MT  1.00026275   +1 49 16.3
 MK1997
 MK1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1997!SPC NE       -   0.99994364  x   0.99967653  =   0.99962019
 MK1997!UTM  14      -   0.99994364  x   1.00026275  =   1.00020638
 MK1997
 MK1997:                Primary Azimuth Mark                     Grid Az
 MK1997:SPC NE       -  ELKHORN S BASE AZ MK 2                   175 55 33.4
 MK1997:UTM  14      -  ELKHORN S BASE AZ MK 2                   176 36 01.1
 MK1997
 MK1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3204660391(NAD 83)
 MK1997
 MK1997|---------------------------------------------------------------------|
 MK1997| PID    Reference Object                     Distance      Geod. Az  |
 MK1997|                                                           dddmmss.s |
 MK1997| MK0687 ELKHORN S BASE AZ MK                               0020641.6 |
 MK1997| CL6459 ELKHORN S BASE RM 3                  45.830 METERS 02341     |
 MK1997| MK0685 ELKHORN S BASE RM 1                  28.316 METERS 04254     |
 MK1997| MK0686 ELKHORN S BASE RM 2                  28.651 METERS 13722     |
 MK1997| CL6460 ELKHORN S BASE RM 4                  30.754 METERS 14219     |
 MK1997| CL6461 ELKHORN S BASE AZ MK 2                             1782517.4 |
 MK1997|---------------------------------------------------------------------|
 MK1997
 MK1997                          SUPERSEDED SURVEY CONTROL
 MK1997
 MK1997  NAD 83(1986)-  41 09 42.01224(N)    096 14 03.30328(W) AD(       ) 2
 MK1997  NAD 27      -  41 09 42.01300(N)    096 14 02.20800(W) AD(       ) 2
 MK1997
 MK1997.Superseded values are not recommended for survey control.
 MK1997
 MK1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1997.See file dsdata.pdf to determine how the superseded data were derived.
 MK1997
 MK1997_MARKER: DS = TRIANGULATION STATION DISK
 MK1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1997_STAMPING: ELKHORN S BASE 1947
 MK1997_MARK LOGO: CGS
 MK1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1997+STABILITY: SURFACE MOTION
 MK1997
 MK1997  HISTORY     - Date     Condition        Report By
 MK1997  HISTORY     - 1947     MONUMENTED       CGS
 MK1997  HISTORY     - 1959     GOOD             CGS
 MK1997  HISTORY     - 1961     GOOD             CGS
 MK1997  HISTORY     - 1967     GOOD             USGS
 MK1997  HISTORY     - 1967     GOOD             CGS
 MK1997
 MK1997                          STATION DESCRIPTION
 MK1997
 MK1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1997'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ELKHORN AND ABOUT
 MK1997'1-3/4 MILES NORTH-NORTHEAST OF THE SMALL TOWN OF GRETNA.  IT IS
 MK1997'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 6, 28 FEET WEST OF THE
 MK1997'CENTERLINE OF THE HIGHWAY, 106 FEET NORTH-NORTHWEST OF THE
 MK1997'INTERSECTION OF A CROSS ROAD, 85 FEET NORTH OF A CONCRETE
 MK1997'CULVERT HEADWALL, AND ACROSS THE HIGHWAY FROM A SMALL SCHOOL
 MK1997'BUILDING.  THE DISK IS STAMPED ELKHORN N. BASE 1947 AND
 MK1997'PROJECTS 4 INCHES.
 MK1997'
 MK1997'REFERENCE MARK NO. 1 IS 92.90 FEET NORTHEAST OF THE STATION,
 MK1997'85 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 70 FEET
 MK1997'SOUTH OF A FENCE CORNER AND POWER POLE, AND 35 FEET EAST OF THE
 MK1997'CENTERLINE OF THE HIGHWAY.  THE DISK IS STAMPED ELKHORN N. BASE
 MK1997'NO 1 1947 AND PROJECTS 6 INCHES.
 MK1997'
 MK1997'REFERENCE MARK NO. 2 IS 94.00 FEET SOUTHEAST OF THE STATION,
 MK1997'49 FEET NORTHEAST OF THE INTERSECTION OF THE CROSS ROAD, AND 17
 MK1997'FEET NORTH OF A CONCRETE CULVERT HEADWALL.  THE DISK IS STAMPED
 MK1997'ELKHORN S. BASE NO 2 1947 AND PROJECTS 6 INCHES.
 MK1997'
 MK1997'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHEAST OF
 MK1997'THE STATION, 36 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 6,
 MK1997'2.2 FEET SOUTHEAST OF A WITNESS POST, 1.8 FEET SOUTHEAST OF A
 MK1997'POWER POLE, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE.
 MK1997'THE DISK IS STAMPED ELKHORN S. BASE 1947 AND PROJECTS 6 INCHES.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTH EDGE
 MK1997'OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 AND THEN U.S. HIGHWAY 6
 MK1997'FOR 7.75 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MK1997'CONTINUE SOUTH FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 MK1997'DESCRIBED.
 MK1997'
 MK1997'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 MK1997'
 MK1997'A 90 FOOT SIGNAL AT ELKHORN N. BASE CAN BE SEEN FROM 64 FEET.
 MK1997'
 MK1997'A 77 FOOT TOWER AT BENSON CAN BE SEEN AT 37 FEET.
 MK1997'
 MK1997'A 77 FOOT TOWER AT CAMENZIND 1934 CAN BE SEEN FROM 37 FEET.
 MK1997'
 MK1997'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MK1997
 MK1997                          STATION RECOVERY (1959)
 MK1997
 MK1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK1997'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK1997'IN GOOD CONDITION.  THERE ARE SOME REFERENCE MEASUREMENTS
 MK1997'WHICH HAVE CHANGED, SO A COMPLETE DESCRIPTION FOLLOWS.
 MK1997'
 MK1997'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE SMALL TOWN OF
 MK1997'ELKHORN AND 1 AND 3/4 MILES NORTH-NORTHEAST OF GRETNA ON THE
 MK1997'RIGHT-OF-WAY OF U.S. HIGHWAY 6., 28 FEET WEST OF THE CENTER OF
 MK1997'HIGHWAY, 106 NORTH-NORTHWEST OF THE INTERSECTION OF A CROSS ROAD,
 MK1997'145 FEET EAST OF THE SOUTHWEST CORNER OF MR. HOWARD KRAMBECKS
 MK1997'BRICK HOUSE, 85 FEET NORTH OF A NORTH CONCRETE CULVERT HEADWALL,
 MK1997'81 FEET NORTH OF A TELEPHONE POLE, 9 FEET NORTH-NORTHEAST OF A
 MK1997'STEEL RIGHT-OF-WAY POST FOR THE HIGHWAY, AND ACROSS THE
 MK1997'HIGHWAY FROM AN ABANDONED SCHOOL.  THE MARK IS 2 INCHES BELOW
 MK1997'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ELKHORN S
 MK1997'BASE 1947.
 MK1997'
 MK1997'REFERENCE MARK NO. 1 IS 92.90 FEET NORTHEAST OF THE STATION,
 MK1997'85 FEET WEST OF THE SOUTHWEST CORNER OF ABANDONED SCHOOL, 70 FEET
 MK1997'SOUTH OF CONCRETE POST AND POWER POLE WITH TRANSFORMER AT THE
 MK1997'NORTHWEST CORNER OF SCHOOLYARD FENCE, 35 FEET EAST OF THE CENTER
 MK1997'OF U.S. HIGHWAY 6, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 MK1997'4 INCHES AND THE DISK IS STAMPED ELKHORN S BASE NO 1 1947.
 MK1997'
 MK1997'REFERENCE MARK NO. 2 IS 94.00 FEET SOUTHEAST OF THE STATION,
 MK1997'49 FEET NORTHEAST OF THE INTERSECTION OF A CROSSROAD, 17 FEET
 MK1997'NORTH OF A CONCRETE CULVERT HEADWALL, 4 FEET NORTH OF SOUTHWEST
 MK1997'CORNER OF SCHOOL YARD FENCE, 2 FEET EAST OF FENCE, AND 1.5 FEET
 MK1997'NORTH OF NEW WITNESS POST SIGN.  THE MARK PROJECTS 4 INCHES
 MK1997'AND THE DISK IS STAMPED ELKHORN S BASE NO 2 1947.
 MK1997'
 MK1997'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 36 FEET EAST OF
 MK1997'THE CENTER OF U.S. HIGHWAY 6, 2.5 FEET WEST OF NEW WITNESS
 MK1997'SIGNPOST AND FENCE, AND 1 FOOT SOUTH OF POWER POLE.  THE MARK
 MK1997'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORN S BASE 1947.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTH
 MK1997'EDGE OF THE SMALL TOWN OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31
 MK1997'FOR 1.25 MILE TO AN OVERPASS AND THE JUNCTION OF U.S. HIGHWAY 6.
 MK1997'CONTINUE SOUTH ON U.S. HIGHWAY 6 FOR 6.6 MILES TO THE AZIMUTH
 MK1997'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY
 MK1997'6 FOR 0.25 MILE TO AN ABANDONED SCHOOL ON THE LEFT AND MR.
 MK1997'HOWARD KRAMBECKS FARM BUILDINGS ON THE RIGHT AND THE STATION ON
 MK1997'THE RIGHT AS DESCRIBED.
 MK1997'
 MK1997'NOTE--THE ANGLES FROM THE AZIMUTH MARK TO THE REFERENCE MARKS
 MK1997'CHECKED.
 MK1997
 MK1997                          STATION RECOVERY (1961)
 MK1997
 MK1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 MK1997'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MK1997'GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS WHICH REQUIRED MOVING.
 MK1997'DR. W.T. HUGHES WHO BUILT A NEW HOME ON THE EAST SIDE OF THE
 MK1997'HIGHWAY REQUESTED THAT THESE MARKS BE MOVED.  A COMPLETE
 MK1997'DESCRIPTION FOLLOWS.
 MK1997'
 MK1997'STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE SMALL TOWN OF
 MK1997'ELKHORN AND 1 AND 3/4 MILES NORTH-NORTHEAST OF GRETNA ON THE
 MK1997'RIGHT-OF-WAY OF U.S. HIGHWAY 6, 28 FEET WEST OF THE CENTER OF
 MK1997'THE HIGHWAY, 106 FEET NORTH-NORTHWEST OF THE INTERSECTION OF A
 MK1997'CROSSROAD, 145 FEET EAST OF THE SOUTHWEST CORNER OF MR. HOWARD
 MK1997'KRAMBECKS BRICK HOUSE, 85 FEET NORTH OF A NORTH CONCRETE CULVERT
 MK1997'HEADWALL, 81 FEET NORTH OF A TELEPHONE POLE, 9 FEET
 MK1997'NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST FOR THE HIGHWAY, AND
 MK1997'ACROSS THE HIGHWAY FROM A NEW BRICK HOUSE OWNED BY DR. W.T.
 MK1997'HUGHES.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE
 MK1997'GROUND AND THE DISK IS STAMPED ELKHORN S BASE 1947.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTH
 MK1997'EDGE OF THE SMALL TOWN OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR
 MK1997'1.25 MILES TO AN OVERPASS AND THE JUNCTION OF U.S. HIGHWAY 6.
 MK1997'CONTINUE SOUTH ON U.S. HIGHWAY 6 FOR 6.6 MILES TO THE AZIMUTH
 MK1997'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY 6
 MK1997'FOR 0.25 MILE TO DR. HUGHES NEW BRICK HOUSE ON THE LEFT AND MR.
 MK1997'HOWARD KRAMBECKS FARM BUILDINGS ON THE RIGHT AND THE STATION
 MK1997'AS DESCRIBED.
 MK1997'
 MK1997'REFERENCE MARK NO. 3 IS 112 FEET NORTHWEST OF THE NORTHWEST
 MK1997'CORNER OF DR. HUGHES BRICK HOUSE, 34 FEET EAST OF THE CENTERLINE
 MK1997'OF U.S. HIGHWAY 6, 24 FEET NORTH OF THE CENTER OF CONCRETE
 MK1997'DRIVEWAY, AND 2 FEET EAST OF A POWER POLE WITH A TRANSFORMER.
 MK1997'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 MK1997'IS STAMPED ELKHORN S BASE NO 3 1947.
 MK1997'
 MK1997'REFERENCE MARK NO. 4 IS 115 FEET SOUTHWEST OF THE SOUTHWEST
 MK1997'CORNER OF DR. HUGHES BRICK HOUSE, 34 FEET EAST OF THE CENTERLINE
 MK1997'OF U.S. HIGHWAY 6, 24 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 MK1997'2 FEET SOUTH OF A TELEPHONE POLE, AND 6 INCHES NORTH OF A NEW
 MK1997'WITNESS SIGNPOST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MK1997'IS STAMPED ELKHORN S BASE NO 4 1947.
 MK1997'
 MK1997'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 36 FEET EAST
 MK1997'OF THE CENTERLINE OF U.S. HIGHWAY 6, 2.5 FEET WEST OF A NEW
 MK1997'WITNESS SIGNPOST AND FENCE, AND 1 FOOT SOUTH OF A POWER POLE.
 MK1997'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORN S BASE
 MK1997'1947.
 MK1997'
 MK1997'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1997
 MK1997                          STATION RECOVERY (1967)
 MK1997
 MK1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1997'DESCRIPTION IS ADEQUATE.
 MK1997'
 MK1997'AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  A NEW HOUSE HAS BEEN
 MK1997'BUILT AND CONSIDERABLE GRADING HAS BEEN DONE IN THE AREA.
 MK1997'THE STATION MARK, R.M. 3, AND R.M. 4 WERE FOUND IN GOOD CONDITION
 MK1997'DIRECTIONS WERE CHECKED BUT NO DISTANCES WERE MEASURED.
 MK1997
 MK1997                          STATION RECOVERY (1967)
 MK1997
 MK1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MK1997'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 MK1997'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1961 AND
 MK1997'FOUND IN GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE
 MK1997'AZIMUTH MARK AS A NEW HOUSE WAS TO BE BUILT NEAR THE SITE.  A NEW
 MK1997'AZIMUTH MARK WAS SET ABOUT 0.35 MILE SOUTH OF THE STATION.
 MK1997'
 MK1997'FOLLOWING IS A TO REACH THE STATION AND A DESCRIPTION FOR THE
 MK1997'NEW AZIMUTH MARK.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE
 MK1997'SOUTHEAST EDGE OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR 1.35
 MK1997'MILE TO AN OVERPASS AND THE JUNCTION OF U.S. HIGHWAY 6.  CONTINUE
 MK1997'SOUTH ON U.S. HIGHWAY 6 FOR 7.0 MILES TO DR. HUGHES BRICK HOUSE
 MK1997'ON THE LEFT AND MR. HOWARD KRAMBECKS FARM BUILDING AND THE
 MK1997'STATION ON THE RIGHT.
 MK1997'
 MK1997'AZIMUTH MARK, A STANDARD DISK STAMPED ELKHORN S. BASE 1947 AZ. 2
 MK1997'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 MK1997'INCHES.  IT IS 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 MK1997'11 FEET NORTH OF A LARGE COTTONWOOD TREE, 2 FEET NORTH OF A
 MK1997'METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 MK1997'
 MK1997'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S
 MK1997'HIGHWAY 6 FOR 0.3 MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND
 MK1997'GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0686 ***********************************************************************
 MK0686  DESIGNATION -  ELKHORN S BASE RM 2
 MK0686  PID         -  MK0686
 MK0686  STATE/COUNTY-  NE/SARPY
 MK0686  COUNTRY     -  US
 MK0686  USGS QUAD   -  GRETNA (2017)
 MK0686
 MK0686                         *CURRENT SURVEY CONTROL
 MK0686  ______________________________________________________________________
 MK0686* NAD 83(1986) POSITION- 41 09 41.32   (N) 096 14 02.47   (W)   HD_HELD1
 MK0686* NAVD 88 ORTHO HEIGHT -   387.214 (meters)     1270.38  (feet) ADJUSTED
 MK0686  ______________________________________________________________________
 MK0686  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 MK0686  DYNAMIC HEIGHT  -        387.050 (meters)     1269.85  (feet) COMP
 MK0686  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 MK0686
 MK0686  VERT ORDER      -  SECOND    CLASS 0
 MK0686
 MK0686.The horizontal coordinates were determined by differentially corrected
 MK0686.hand held GPS observations or other comparable positioning techniques
 MK0686.and have an estimated accuracy of +/- 3 meters.
 MK0686
 MK0686.The orthometric height was determined by differential leveling and
 MK0686.adjusted by the NATIONAL GEODETIC SURVEY
 MK0686.in June 1991.
 MK0686
 MK0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0686.GEOID18 height accuracy estimate available here.
 MK0686
 MK0686.Click photographs - Photos may exist for this station.
 MK0686
 MK0686.The dynamic height is computed by dividing the NAVD 88
 MK0686.geopotential number by the normal gravity value computed on the
 MK0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0686.degrees latitude (g = 980.6199 gals.).
 MK0686
 MK0686.The modeled gravity was interpolated from observed gravity values.
 MK0686
 MK0686;                    North         East    Units  Estimated Accuracy
 MK0686;SPC NE       -   154,338.8     815,874.8     MT  (+/- 3 meters HH1 GPS) 
 MK0686
 MK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3206660371(NAD 83)
 MK0686
 MK0686                          SUPERSEDED SURVEY CONTROL
 MK0686
 MK0686  NGVD 29 (??/??/92)  387.102  (m)         1270.02   (f) ADJ UNCH    2 0
 MK0686
 MK0686.Superseded values are not recommended for survey control.
 MK0686
 MK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0686.See file dsdata.pdf to determine how the superseded data were derived.
 MK0686
 MK0686_MARKER: DR = REFERENCE MARK DISK
 MK0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0686_STAMPING: ELKHORN S BASE NO 2 1947
 MK0686_MARK LOGO: CGS
 MK0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0686+STABILITY: SURFACE MOTION
 MK0686
 MK0686  HISTORY     - Date     Condition        Report By
 MK0686  HISTORY     - 1947     MONUMENTED       CGS
 MK0686  HISTORY     - 1950     GOOD             CGS
 MK0686
 MK0686                          STATION DESCRIPTION
 MK0686
 MK0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0686'2 MI NE FROM GRETNA.
 MK0686'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT GRETNA,
 MK0686'THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 6, AT A SCHOOLHOUSE,
 MK0686'162 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE,
 MK0686'36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF
 MK0686'THE CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF A
 MK0686'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1039 ***********************************************************************
 LH1039  DESIGNATION -  ELKREEK
 LH1039  PID         -  LH1039
 LH1039  STATE/COUNTY-  NE/GOSPER
 LH1039  COUNTRY     -  US
 LH1039  USGS QUAD   -  ARAPAHOE (2017)
 LH1039
 LH1039                         *CURRENT SURVEY CONTROL
 LH1039  ______________________________________________________________________
 LH1039* NAD 83(1995) POSITION- 40 21 04.89206(N) 099 58 51.81284(W)   ADJUSTED
 LH1039* NAVD 88 ORTHO HEIGHT -   690.26  (+/-2cm)     2264.6   (feet) VERTCON
 LH1039  ______________________________________________________________________
 LH1039  GEOID HEIGHT    -        -24.520 (meters)                     GEOID18
 LH1039  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 LH1039  HORZ ORDER      -  FIRST
 LH1039  VERT ORDER      -  THIRD ? (See Below)
 LH1039
 LH1039.The horizontal coordinates were established by classical geodetic methods
 LH1039.and adjusted by the National Geodetic Survey in August 1997.
 LH1039
 LH1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1039
 LH1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1039.GEOID18 height accuracy estimate available here.
 LH1039
 LH1039.The vertical order pertains to the NGVD 29 superseded value.
 LH1039
 LH1039.Click photographs - Photos may exist for this station.
 LH1039
 LH1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1039
 LH1039. The following values were computed from the NAD 83(1995) position.
 LH1039
 LH1039;                    North         East     Units Scale Factor Converg.
 LH1039;SPC NE       -    57,517.740   501,608.888   MT  0.99985961   +0 00 45.2
 LH1039;SPC NE       -   188,706.12  1,645,695.16   sFT  0.99985961   +0 00 45.2
 LH1039;UTM  14      - 4,467,217.655   416,687.216   MT  0.99968544   -0 38 06.9
 LH1039
 LH1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1039!SPC NE       -   0.99989558  x   0.99985961  =   0.99975520
 LH1039!UTM  14      -   0.99989558  x   0.99968544  =   0.99958105
 LH1039
 LH1039:                Primary Azimuth Mark                     Grid Az
 LH1039:SPC NE       -  ELKREEK AZ MK                            089 20 36.5
 LH1039:UTM  14      -  ELKREEK AZ MK                            089 59 28.6
 LH1039
 LH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1668767217(NAD 83)
 LH1039
 LH1039|---------------------------------------------------------------------|
 LH1039| PID    Reference Object                     Distance      Geod. Az  |
 LH1039|                                                           dddmmss.s |
 LH1039| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.12.4 KM 0510858.6 |
 LH1039| CN9233 ELKREEK AZ MK                                      0892121.7 |
 LH1039| LH1037 ST MATHEWS LUTHERAN CH SPIRE        APPROX. 1.6 KM 0894900.8 |
 LH1039| CN9234 ELKREEK RM 1                         30.681 METERS 09900     |
 LH1039| LH1015 OXFORD MUNICIPAL TANK               APPROX.31.5 KM 1100721.7 |
 LH1039| LH1035 EDISON MUNICIPAL TANK               APPROX.19.5 KM 1153610.8 |
 LH1039| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX. 9.1 KM 1271939.3 |
 LH1039| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.16.1 KM 3575336.7 |
 LH1039| CN9235 ELKREEK RM 2                         28.770 METERS 35840     |
 LH1039|---------------------------------------------------------------------|
 LH1039
 LH1039                          SUPERSEDED SURVEY CONTROL
 LH1039
 LH1039  NAD 83(1986)-  40 21 04.89707(N)    099 58 51.81679(W) AD(       ) 1
 LH1039  NAD 27      -  40 21 04.87000(N)    099 58 50.35700(W) AD(       ) 1
 LH1039  NGVD 29             689.96   (m)         2263.6    (f) LEVELING    3  
 LH1039
 LH1039.Superseded values are not recommended for survey control.
 LH1039
 LH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1039.See file dsdata.pdf to determine how the superseded data were derived.
 LH1039
 LH1039_MARKER: DS = TRIANGULATION STATION DISK
 LH1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1039_STAMPING: ELKREEK 1934
 LH1039_MARK LOGO: CGS
 LH1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1039+STABILITY: SURFACE MOTION
 LH1039
 LH1039  HISTORY     - Date     Condition        Report By
 LH1039  HISTORY     - 1934     MONUMENTED       CGS
 LH1039  HISTORY     - 1951     GOOD             CGS
 LH1039  HISTORY     - 1962     GOOD             CGS
 LH1039
 LH1039                          STATION DESCRIPTION
 LH1039
 LH1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1039'STATION IS LOCATED IN SOUTHWEST CORNER OF SEC. 31, T. 5 N., R. 23
 LH1039'W., IN ELKREEK TOWNSHIP, ON LAND OWNED BY MR. E.A. HUZOLL.  MARK
 LH1039'IS SET 49 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 34 FEET
 LH1039'EAST OF CENTERLINE OF T-ROAD LEADING NORTH, 15 FEET NORTH OF
 LH1039'FENCE CORNER, AND 4 FEET EAST OF NORTH-SOUTH FENCE LINE.
 LH1039'
 LH1039'STATION REACHED FROM JUNCTION OF STATE HIGHWAY 21 AND U.S.
 LH1039'HIGHWAY 6 IN ARAPAHOE BY GOING NORTH ON HIGHWAY 21 FOR 3.2 MILES,
 LH1039'THEN TURN LEFT ON DIRT ROAD JUST BEFORE REACHING PONY TRUSS
 LH1039'BRIDGE.  GO WEST ON THIS ROAD (COUNTY LINE ROAD BETWEEN GOSPER
 LH1039'AND FURNAS COUNTIES) FOR 4.0 MILES, OR 1.0 MILE PAST A LARGE
 LH1039'WHITE CHURCH ON NORTH SIDE OF ROAD TO A T-ROAD NORTH AND STATION
 LH1039'IN NORTHEAST ANGLE.
 LH1039'
 LH1039'REFERENCE MARK NO. 1 IN EAST-WEST FENCE LINE, 32 FEET NORTH OF
 LH1039'CENTERLINE OF EAST-WEST ROAD, 134 FEET EAST OF CENTERLINE OF
 LH1039'T-ROAD NORTH.
 LH1039'
 LH1039'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE, 31 FEET
 LH1039'EAST OF CENTERLINE OF A T-ROAD NORTH 143 FEET NORTH OF CENTERLINE
 LH1039'OF AN EAST-AND-WEST ROAD.
 LH1039'
 LH1039'AZIMUTH MARK IS 1.0 MILE EAST OF STATION IN WEST FENCE OF LAND
 LH1039'INTO BARNYARD OF REV. SCHABACKER, 100 FEET NORTH OF CENTERLINE
 LH1039'OF EAST-WEST ROAD.  ALL MARKS PROJECT ABOUT 6 INCHES.
 LH1039'
 LH1039'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1039
 LH1039                          STATION RECOVERY (1951)
 LH1039
 LH1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1039'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1039'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1039'
 LH1039'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1039'
 LH1039'THE STATION IS LOCATED ABOUT 5.25 MILES NORTHWEST OF ARAPAHOE,
 LH1039'1.0 MILE WEST OF THE ST. MATTHEWS LUTHERAN CHURCH AND IN THE
 LH1039'SOUTHWEST CORNER OF A CULTIVATED FIELD WHICH IS AT A NORTHEAST
 LH1039'ANGLE FROM A T ROAD INTERSECTION.  IT IS 55.0 FEET NORTHEAST OF
 LH1039'THE CENTER OF A T ROAD INTERSECTION, 15.0 FEET NORTH-NORTHEAST
 LH1039'OF A FENCE CORNER AND 4.0 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LH1039'IT PROJECTS 2 INCHES AND IS STAMPED ELKREEK 1934.
 LH1039'
 LH1039'REFERENCE MARK NO. 1 IS 38.0 FEET EAST OF A POWERLINE POLE,
 LH1039'32.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD AND
 LH1039'SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 LH1039'STAMPED ELKREEK NO 1 1934.
 LH1039'
 LH1039'REFERENCE MARK NO. 2 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1039'NORTH-SOUTH GRADED ROAD AND 1.5 FEET EAST OF A NORTH-SOUTH
 LH1039'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED ELKREEK NO 2
 LH1039'1934.
 LH1039'
 LH1039'THE DISTANCE BETWEEN REFERENCE MARKS IS 149.8 FEET.
 LH1039'
 LH1039'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE ST. MATTHEWS LUTHERAN
 LH1039'CHURCH, 95.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 LH1039'ROAD, 73.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 66.0
 LH1039'FEET NORTH OF A POWERLINE POLE AND SET IN A NORTH-SOUTH FENCE
 LH1039'LINE AT THE WEST EDGE OF A FARM YARD.  IT IS A STANDARD REFERENCE
 LH1039'MARK DISK PROJECTING 12 INCHES AND IS STAMPED ELKREEK AZI 1934.
 LH1039'
 LH1039'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 LH1039'ON STATE HIGHWAY 21 FOR 3.25 MILES TO A T ROAD LEADING WEST,
 LH1039'JUST BEFORE REACHING A STEEL BRIDGE.  TURN LEFT, WEST, ON GRADED
 LH1039'ROAD FOR 3.2 MILES TO THE ST. MATTHEWS LUTHERAN CHURCH ON THE
 LH1039'RIGHT, CONTINUE WEST FOR 0.1 MILE TO THE WEST EDGE OF A FARM
 LH1039'YARD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LH1039'WEST ON GRADED ROAD FOR 0.9 MILE TO A T ROAD LEADING NORTH AND
 LH1039'THE STATION ON THE RIGHT AS DESCRIBED.
 LH1039
 LH1039                          STATION RECOVERY (1962)
 LH1039
 LH1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 LH1039'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 LH1039'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1039'
 LH1039'THE 1951 DESCRIPTION BY R.L.E. IS ADEQUATE WITH THE FOLLOWING
 LH1039'CHANGES IN THE TO REACH.
 LH1039'
 LH1039'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 LH1039'ON U.S. HIGHWAY 283 FOR 3.1 MILES TO A DIRT ROAD ON THE LEFT.
 LH1039'TURN LEFT AND FOLLOW THE DIRT ROAD WEST AND SOUTH FOR 0.1 MILES
 LH1039'OVER A STEEL BRIDGE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT
 LH1039'AND FOLLOW THE DIRT ROAD WEST FOR 3.1 MILES TO A CHURCH ON
 LH1039'THE RIGHT.  CONTINUE WEST FOR 0.1 MILES TO THE WEST EDGE OF A
 LH1039'FARM YARD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1039'CONTINUE WEST ON THE DIRT ROAD FOR 0.9 MILES TO A T ROAD
 LH1039'INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0257 ***********************************************************************
 LG0257  DESIGNATION -  ELLIS
 LG0257  PID         -  LG0257
 LG0257  STATE/COUNTY-  NE/GAGE
 LG0257  COUNTRY     -  US
 LG0257  USGS QUAD   -  HARBINE (2017)
 LG0257
 LG0257                         *CURRENT SURVEY CONTROL
 LG0257  ______________________________________________________________________
 LG0257* NAD 83(1995) POSITION- 40 13 09.09335(N) 096 52 33.71211(W)   ADJUSTED
 LG0257* NAVD 88 ORTHO HEIGHT -   436.800 (meters)     1433.07  (feet) ADJUSTED
 LG0257  ______________________________________________________________________
 LG0257  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 LG0257  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 LG0257  DYNAMIC HEIGHT  -        436.561 (meters)     1432.28  (feet) COMP
 LG0257  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LG0257
 LG0257  HORZ ORDER      -  SECOND
 LG0257  VERT ORDER      -  SECOND    CLASS 0
 LG0257
 LG0257.The horizontal coordinates were established by classical geodetic methods
 LG0257.and adjusted by the National Geodetic Survey in August 1997.
 LG0257
 LG0257.The orthometric height was determined by differential leveling and
 LG0257.adjusted by the NATIONAL GEODETIC SURVEY
 LG0257.in June 1991.
 LG0257
 LG0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0257.GEOID18 height accuracy estimate available here.
 LG0257
 LG0257.Click photographs - Photos may exist for this station.
 LG0257
 LG0257.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0257
 LG0257.The dynamic height is computed by dividing the NAVD 88
 LG0257.geopotential number by the normal gravity value computed on the
 LG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0257.degrees latitude (g = 980.6199 gals.).
 LG0257
 LG0257.The modeled gravity was interpolated from observed gravity values.
 LG0257
 LG0257. The following values were computed from the NAD 83(1995) position.
 LG0257
 LG0257;                    North         East     Units Scale Factor Converg.
 LG0257;SPC NE       -    47,646.606   765,830.529   MT  0.99990810   +2 04 12.9
 LG0257;SPC NE       -   156,320.57  2,512,562.33   sFT  0.99990810   +2 04 12.9
 LG0257;UTM  14      - 4,454,249.468   680,727.275   MT  1.00000209   +1 22 18.6
 LG0257
 LG0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0257!SPC NE       -   0.99993573  x   0.99990810  =   0.99984383
 LG0257!UTM  14      -   0.99993573  x   1.00000209  =   0.99993782
 LG0257
 LG0257:                Primary Azimuth Mark                     Grid Az
 LG0257:SPC NE       -  X 365                                    087 52 14.0
 LG0257:UTM  14      -  X 365                                    088 34 08.3
 LG0257
 LG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8072754249(NAD 83)
 LG0257
 LG0257|---------------------------------------------------------------------|
 LG0257| PID    Reference Object                     Distance      Geod. Az  |
 LG0257|                                                           dddmmss.s |
 LG0257| CL6462 ELLIS AZ MK                                        0880447.3 |
 LG0257| LG0259 W 169                                28.094 METERS 08935     |
 LG0257| LG0260 X 365                                              0895626.9 |
 LG0257| LG0258 ELLIS RM 1                           22.695 METERS 09024     |
 LG0257| LG0256 ELLIS RM 2                           22.434 METERS 17713     |
 LG0257|---------------------------------------------------------------------|
 LG0257
 LG0257                          SUPERSEDED SURVEY CONTROL
 LG0257
 LG0257  NAD 83(1986)-  40 13 09.10047(N)    096 52 33.70983(W) AD(       ) 2
 LG0257  NAD 27      -  40 13 09.09700(N)    096 52 32.61900(W) AD(       ) 2
 LG0257  NGVD 29 (??/??/92)  436.661  (m)         1432.61   (f) ADJ UNCH    2 0
 LG0257  NGVD 29             436.66   (m)         1432.6    (f) LEVELING    3  
 LG0257
 LG0257.Superseded values are not recommended for survey control.
 LG0257
 LG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0257.See file dsdata.pdf to determine how the superseded data were derived.
 LG0257
 LG0257_MARKER: DS = TRIANGULATION STATION DISK
 LG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0257_STAMPING: ELLIS 1947
 LG0257_MARK LOGO: CGS
 LG0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0257+STABILITY: SURFACE MOTION
 LG0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0257+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2017
 LG0257
 LG0257  HISTORY     - Date     Condition        Report By
 LG0257  HISTORY     - 1947     MONUMENTED       CGS
 LG0257  HISTORY     - 1961     GOOD             CGS
 LG0257  HISTORY     - 1961     GOOD             CGS
 LG0257  HISTORY     - 1968     GOOD             CGS
 LG0257  HISTORY     - 19881004 GOOD             NGS
 LG0257  HISTORY     - 20070117 GOOD             NEDR
 LG0257  HISTORY     - 20170111 GOOD             NEGS
 LG0257
 LG0257                          STATION DESCRIPTION
 LG0257
 LG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0257'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE
 LG0257'OF ELLIS, ON THE RIGHT-OF-WAY OF THE ROCK ISLAND RAILROAD
 LG0257'BETWEEN STATE HIGHWAY NO 3 AND RAILROAD TRACKS.  IT IS 180 FEET
 LG0257'NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD STATION, 135
 LG0257'FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 60 FEET SOUTH OF THE
 LG0257'CENTER OF STATE ROUTE NO 3 AND 48 FEET NORTH OF THE NORTH RAIL
 LG0257'OF THE TRACKS.  IT IS STAMPED ELLIS 1947 AND PROJECTS 2 INCHES.
 LG0257'
 LG0257'REFERENCE MARK NO 1 IS EAST OF THE STATION, 48 FEET NORTH OF THE
 LG0257'NORTH RAIL OF THE TRACKS AND 60 FEET SOUTH OF THE CENTER OF STATE
 LG0257'ROUTE NO 3.  IT IS STAMPED ELLIS NO 1 1947 AND PROJECTS 2 INCHES.
 LG0257'
 LG0257'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET BETWEEN THE
 LG0257'TWO SETS OF TRACKS, 38 FEET NORTHEAST OF THE NORTHEAST CORNER
 LG0257'OF GRAIN ELEVATOR.  IT IS STAMPED ELLIS NO 2 1947 AND SET
 LG0257'FLUSH WITH THE GROUND SURFACE.
 LG0257'
 LG0257'THE AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 40 FEET
 LG0257'NORTH OF THE CENTER OF STATE ROUTE NO 3, 2 FEET WEST OF WHITE
 LG0257'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 LG0257'STAMPED ELLIS 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG0257'STATION, GO EAST ON STATE ROUTE NO 3 FOR 0.45 MILE TO THE MARK
 LG0257'ON THE LEFT AS DESCRIBED.
 LG0257'
 LG0257'TO REACH THE STATION FROM THE RAILROAD STATION IN ELLIS AS
 LG0257'DESCRIBED.
 LG0257'
 LG0257'A 74 FOOT SIGNAL AT STATION JANSEN EAST BASE IS VISIBLE AT
 LG0257'37 FEET.
 LG0257'
 LG0257'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE FROM THE GROUND.
 LG0257'
 LG0257'A 74 FOOT SIGNAL AT STATION SICILY IS VISIBLE AT 37 FEET.
 LG0257'
 LG0257'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0257
 LG0257                          STATION RECOVERY (1961)
 LG0257
 LG0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0257'THIS STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN THE
 LG0257'1947 DESCRIPTION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 LG0257
 LG0257                          STATION RECOVERY (1961)
 LG0257
 LG0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0257'AT ELLIS.
 LG0257'108 FEET NORTH OF THE NORTH EAST CORNER OF A GRAIN ELEVATOR,
 LG0257'132 FEET EAST OF THE CENTER OF A GRAVEL STREET, 52 FEET SOUTH
 LG0257'OF THE CENTER OF STATE HIGHWAY 3, 46 FEET NORTH OF THE NORTH
 LG0257'RAIL OF THE MAIN TRACK, 72 FEET NORTH OF ELLIS REFERENCE MARK
 LG0257'NO. 2, 75 FEET WEST OF ELLIS REFERENCE MARK NO. 1, 3.5 FEET EAST
 LG0257'OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE RAILROAD,
 LG0257'LEVEL WITH THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 LG0257'THAT PROJECTS 1 INCH.
 LG0257
 LG0257                          STATION RECOVERY (1968)
 LG0257
 LG0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0257'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND BM 169 1947 WERE
 LG0257'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN
 LG0257'THE WAY OF ROAD CONSTRUCTION ALONG U.S. HIGHWAY NO. 136 AND HAD
 LG0257'TO BE MOVED.  THE OLD RAILROAD STATION HAS BEEN REMOVED AND THE
 LG0257'HIGHWAY NUMBER IS NOW U.S. 136.
 LG0257'
 LG0257'A NEW DESCRIPTION FOLLOWS-
 LG0257'
 LG0257'STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE OF ELLIS
 LG0257'AND ALONG THE RIGHT OF WAY OF THE ROCK ISLAND RAILROAD BETWEEN
 LG0257'U.S. HIGHWAY NO. 136 AND THE NORTH RAIL OF THE RAILROAD TRACKS.
 LG0257'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LG0257'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELLIS
 LG0257'1947.  IT IS 109 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 LG0257'GRAIN ELEVATOR, 130 FEET EAST OF THE CENTERLINE OF GRAVELED
 LG0257'ROAD, 60 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO.
 LG0257'136, 48 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 4
 LG0257'FEET EAST-SOUTHEAST OF A STEEL WITNESS POST.
 LG0257'
 LG0257'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLIS NO 1 1947
 LG0257'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 LG0257'IT IS 47.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 60
 LG0257'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 136.
 LG0257'
 LG0257'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 LG0257'SQUARE CONCRETE POST AND STAMPED ELLIS NO 2 1947 IS 131 FEET
 LG0257'EAST OF A GRAVELED ROAD, 35 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LG0257'CORNER OF THE GRAIN ELEVATOR AND 20.5 FEET SOUTH OF THE SOUTH RAIL
 LG0257'OF THE MAIN TRACKS.  THE MARK IS FLUSH WITH THE GROUND.
 LG0257'
 LG0257'BENCH MARK W 169 1934, A STANDARD DISK SET IN THE TOP OF A ROUND
 LG0257'CONCRETE POST AND STAMPED W 169 1934 IS 48.5 FEET NORTH OF THE
 LG0257'NORTH RAIL OF RAILROAD TRACKS, 59 FEET SOUTH OF THE CENTERLINE OF
 LG0257'U.S. HIGHWAY NO. 136 AND 2.5 FEET WEST-SOUTHWEST OF A STEEL
 LG0257'WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 LG0257'
 LG0257'BENCH MARK X 365 1961, A STANDARD DISK SET IN THE TOP OF A
 LG0257'SQUARE CONCRETE POST AND STAMPED X 365 1961 IS 0.05 MILE EAST OF
 LG0257'CROSSROADS, 72 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO.
 LG0257'136, 35.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 3
 LG0257'FEET WEST OF WITNESS POST.
 LG0257'
 LG0257'TO REACH BM X 365 1961 FROM STATION, GO EAST 0.9 MILE.
 LG0257'
 LG0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT THE
 LG0257'NORTHEAST EDGE OF ELLIS.
 LG0257
 LG0257                          STATION RECOVERY (1988)
 LG0257
 LG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0257'IT IS AT ELLIS, ADJACENT TO A PRIVATELY OWNED GRAIN ELEVATOR, 15.8 M
 LG0257'(51.8 FT) SOUTH FROM THE CENTERLINE OF U.S.  HIGHWAY 136, 40 M (131.2
 LG0257'FT) EAST FROM A GRADED STREET, 28.04 M (91.99 FT) WEST FROM BENCH MARK
 LG0257'W 169, 1.07 M (3.51 FT) EAST FROM A WITNESS POST AND PROJECTS 2 CM
 LG0257'ABOVE THE GROUND.
 LG0257
 LG0257                          STATION RECOVERY (2007)
 LG0257
 LG0257'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0257'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0257'FOUND AS DESCRIBED BY NGS (1988), DROVE A 3 FT. REBAR FLUSH WITH THE
 LG0257'GROUND ON THE NORTH SIDE OF THE STATION. THE STATION MAY NOT BE
 LG0257'SUITABLE FOR SATELLITE OBSERVATION DUE TO A NEW GRAIN BIN LOCATED
 LG0257'SOUTH OF THE STATION.
 LG0257
 LG0257                          STATION RECOVERY (2017)
 LG0257
 LG0257'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0257'MARK FOUND, COULD NOT RECONCILE THE MONUMENTS ELEVATION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0258 ***********************************************************************
 LG0258  DESIGNATION -  ELLIS RM 1
 LG0258  PID         -  LG0258
 LG0258  STATE/COUNTY-  NE/GAGE
 LG0258  COUNTRY     -  US
 LG0258  USGS QUAD   -  HARBINE (2017)
 LG0258
 LG0258                         *CURRENT SURVEY CONTROL
 LG0258  ______________________________________________________________________
 LG0258* NAD 83(1986) POSITION- 40 13 09.09   (N) 096 52 32.75   (W)   HD_HELD1
 LG0258* NAVD 88 ORTHO HEIGHT -   437.059 (meters)     1433.92  (feet) ADJUSTED
 LG0258  ______________________________________________________________________
 LG0258  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 LG0258  DYNAMIC HEIGHT  -        436.819 (meters)     1433.13  (feet) COMP
 LG0258  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LG0258
 LG0258  VERT ORDER      -  SECOND    CLASS 0
 LG0258
 LG0258.The horizontal coordinates were determined by differentially corrected
 LG0258.hand held GPS observations or other comparable positioning techniques
 LG0258.and have an estimated accuracy of +/- 3 meters.
 LG0258
 LG0258.The orthometric height was determined by differential leveling and
 LG0258.adjusted by the NATIONAL GEODETIC SURVEY
 LG0258.in June 1991.
 LG0258
 LG0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0258.GEOID18 height accuracy estimate available here.
 LG0258
 LG0258.Click photographs - Photos may exist for this station.
 LG0258
 LG0258.The dynamic height is computed by dividing the NAVD 88
 LG0258.geopotential number by the normal gravity value computed on the
 LG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0258.degrees latitude (g = 980.6199 gals.).
 LG0258
 LG0258.The modeled gravity was interpolated from observed gravity values.
 LG0258
 LG0258;                    North         East    Units  Estimated Accuracy
 LG0258;SPC NE       -    47,647.3     765,853.3     MT  (+/- 3 meters HH1 GPS) 
 LG0258
 LG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8075054249(NAD 83)
 LG0258
 LG0258                          SUPERSEDED SURVEY CONTROL
 LG0258
 LG0258  NGVD 29 (??/??/92)  436.919  (m)         1433.46   (f) ADJ UNCH    2 0
 LG0258
 LG0258.Superseded values are not recommended for survey control.
 LG0258
 LG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0258.See file dsdata.pdf to determine how the superseded data were derived.
 LG0258
 LG0258_MARKER: DR = REFERENCE MARK DISK
 LG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0258_STAMPING: ELLIS NO 1 1947
 LG0258_MARK LOGO: CGS
 LG0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0258+STABILITY: SURFACE MOTION
 LG0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0258+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0258
 LG0258  HISTORY     - Date     Condition        Report By
 LG0258  HISTORY     - 1947     MONUMENTED       CGS
 LG0258  HISTORY     - 1961     GOOD             CGS
 LG0258  HISTORY     - 19881004 POOR             NGS
 LG0258  HISTORY     - 20070117 POOR             NEDR
 LG0258
 LG0258                          STATION DESCRIPTION
 LG0258
 LG0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0258'AT ELLIS.
 LG0258'138 FEET NORTH EAST OF THE NORTH EAST CORNER OF A GRAIN ELEVATOR,
 LG0258'102 FEET NORTH EAST OF REFERENCE MARK NO. 2, 75 FEET EAST OF
 LG0258'THE STATION ELLIS, 52 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LG0258'TRACK, 52 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 3, 18
 LG0258'FEET WEST OF COAST AND GEODETIC SURVEY BENCH MARK W 169, 1 FOOT
 LG0258'LOWER THAN THE RAILROAD, LEVEL WITH THE HIGHWAY, SET IN TOP OF
 LG0258'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 LG0258
 LG0258                          STATION RECOVERY (1988)
 LG0258
 LG0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0258'THE MARK WAS RECOVERED BUT IT IS TILTED TO THE EAST AND IS LOOSE IN
 LG0258'THE GROUND.  IT IS OF NO VALUE SINCE THE ELEVATION AND HORIZONTAL
 LG0258'POSITION ARE NO LONGER VALID.
 LG0258
 LG0258                          STATION RECOVERY (2007)
 LG0258
 LG0258'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0258'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0258'FOUND IN POOR CONDITION, LEANING AND LOOSE AS DESCRIBED BY NGS (1988)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0256 ***********************************************************************
 LG0256  DESIGNATION -  ELLIS RM 2
 LG0256  PID         -  LG0256
 LG0256  STATE/COUNTY-  NE/GAGE
 LG0256  COUNTRY     -  US
 LG0256  USGS QUAD   -  HARBINE (2017)
 LG0256
 LG0256                         *CURRENT SURVEY CONTROL
 LG0256  ______________________________________________________________________
 LG0256* NAD 83(1986) POSITION- 40 13 08.37   (N) 096 52 33.67   (W)   HD_HELD1
 LG0256* NAVD 88 ORTHO HEIGHT -   437.148 (meters)     1434.21  (feet) ADJUSTED
 LG0256  ______________________________________________________________________
 LG0256  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 LG0256  DYNAMIC HEIGHT  -        436.909 (meters)     1433.43  (feet) COMP
 LG0256  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LG0256
 LG0256  VERT ORDER      -  SECOND    CLASS 0
 LG0256
 LG0256.The horizontal coordinates were determined by differentially corrected
 LG0256.hand held GPS observations or other comparable positioning techniques
 LG0256.and have an estimated accuracy of +/- 3 meters.
 LG0256
 LG0256.The orthometric height was determined by differential leveling and
 LG0256.adjusted by the NATIONAL GEODETIC SURVEY
 LG0256.in June 1991.
 LG0256
 LG0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0256.GEOID18 height accuracy estimate available here.
 LG0256
 LG0256.Click photographs - Photos may exist for this station.
 LG0256
 LG0256.The dynamic height is computed by dividing the NAVD 88
 LG0256.geopotential number by the normal gravity value computed on the
 LG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0256.degrees latitude (g = 980.6199 gals.).
 LG0256
 LG0256.The modeled gravity was interpolated from observed gravity values.
 LG0256
 LG0256;                    North         East    Units  Estimated Accuracy
 LG0256;SPC NE       -    47,624.3     765,832.3     MT  (+/- 3 meters HH1 GPS) 
 LG0256
 LG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8072854227(NAD 83)
 LG0256
 LG0256                          SUPERSEDED SURVEY CONTROL
 LG0256
 LG0256  NGVD 29 (??/??/92)  437.009  (m)         1433.75   (f) ADJ UNCH    2 0
 LG0256
 LG0256.Superseded values are not recommended for survey control.
 LG0256
 LG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0256.See file dsdata.pdf to determine how the superseded data were derived.
 LG0256
 LG0256_MARKER: DR = REFERENCE MARK DISK
 LG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0256_STAMPING: ELLIS NO 2 1947
 LG0256_MARK LOGO: CGS
 LG0256_PROJECTION: FLUSH
 LG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0256+STABILITY: SURFACE MOTION
 LG0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0256+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0256
 LG0256  HISTORY     - Date     Condition        Report By
 LG0256  HISTORY     - 1947     MONUMENTED       CGS
 LG0256  HISTORY     - 1961     GOOD             CGS
 LG0256  HISTORY     - 19881004 MARK NOT FOUND   NGS
 LG0256
 LG0256                          STATION DESCRIPTION
 LG0256
 LG0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0256'AT ELLIS.
 LG0256'138 FEET EAST OF THE CENTER OF A GRAVEL STREET, 102 FEET SOUTH
 LG0256'WEST OF ELLIS REFERENCE MARK NO. 1, 72 FEET SOUTH OF STATION
 LG0256'ELLIS, 36 FEET NORTH EAST OF NORTH EAST CORNER OF A GRAIN
 LG0256'ELEVATOR, 24 FEET NORTH OF THE NORTH RAIL OF A SWITCH TRACK,
 LG0256'24 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT LOWER
 LG0256'THAN THE RAILROAD, SET IN THE TOP OF A SQUARE CONCRETE POST
 LG0256'WHICH IS FLUSH WITH THE GROUND.
 LG0256
 LG0256                          STATION RECOVERY (1988)
 LG0256
 LG0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0627 ***********************************************************************
 NP0627  DESIGNATION -  ELLS
 NP0627  PID         -  NP0627
 NP0627  STATE/COUNTY-  NE/SHERIDAN
 NP0627  COUNTRY     -  US
 NP0627  USGS QUAD   -  ELLSWORTH (2017)
 NP0627
 NP0627                         *CURRENT SURVEY CONTROL
 NP0627  ______________________________________________________________________
 NP0627* NAD 83(1995) POSITION- 42 03 10.13113(N) 102 17 02.16557(W)   ADJUSTED
 NP0627* NAVD 88 ORTHO HEIGHT -  1226.    (meters)     4022.    (feet) SCALED
 NP0627  ______________________________________________________________________
 NP0627  GEOID HEIGHT    -        -19.008 (meters)                     GEOID18
 NP0627  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 NP0627  HORZ ORDER      -  SECOND
 NP0627
 NP0627.The horizontal coordinates were established by classical geodetic methods
 NP0627.and adjusted by the National Geodetic Survey in August 1997.
 NP0627
 NP0627.The orthometric height was scaled from a topographic map.
 NP0627
 NP0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0627.GEOID18 height accuracy estimate available here.
 NP0627
 NP0627.Click photographs - Photos may exist for this station.
 NP0627
 NP0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0627
 NP0627. The following values were computed from the NAD 83(1995) position.
 NP0627
 NP0627;                    North         East     Units Scale Factor Converg.
 NP0627;SPC NE       -   248,918.897   311,008.735   MT  0.99970410   -1 30 48.8
 NP0627;SPC NE       -   816,661.41  1,020,367.82   sFT  0.99970410   -1 30 48.8
 NP0627;UTM  13      - 4,659,209.882   724,760.746   MT  1.00022165   +1 49 12.1
 NP0627
 NP0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0627!SPC NE       -   0.99981080  x   0.99970410  =   0.99951495
 NP0627!UTM  13      -   0.99981080  x   1.00022165  =   1.00003241
 NP0627
 NP0627:                Primary Azimuth Mark                     Grid Az
 NP0627:SPC NE       -  ELLS AZ MK                               020 06 55.1
 NP0627:UTM  13      -  ELLS AZ MK                               016 46 54.2
 NP0627
 NP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2476059209(NAD 83)
 NP0627
 NP0627|---------------------------------------------------------------------|
 NP0627| PID    Reference Object                     Distance      Geod. Az  |
 NP0627|                                                           dddmmss.s |
 NP0627| CP9275 ELLS AZ MK                                         0183606.3 |
 NP0627| CP9276 ELLS RM 1                            10.604 METERS 02403     |
 NP0627| CP9277 ELLS RM 2                            10.623 METERS 30024     |
 NP0627|---------------------------------------------------------------------|
 NP0627
 NP0627                          SUPERSEDED SURVEY CONTROL
 NP0627
 NP0627  NAD 83(1993)-  42 03 10.12865(N)    102 17 02.16730(W) AD(       ) 2
 NP0627  NAD 83(1986)-  42 03 10.12868(N)    102 17 02.16679(W) AD(       ) 2
 NP0627  NAD 27      -  42 03 10.19900(N)    102 17 00.48400(W) AD(       ) 2
 NP0627
 NP0627.Superseded values are not recommended for survey control.
 NP0627
 NP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0627.See file dsdata.pdf to determine how the superseded data were derived.
 NP0627
 NP0627_MARKER: DS = TRIANGULATION STATION DISK
 NP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0627
 NP0627  HISTORY     - Date     Condition        Report By
 NP0627  HISTORY     - 1946     MONUMENTED       CGS
 NP0627  HISTORY     - 1956     GOOD             CGS
 NP0627
 NP0627                          STATION DESCRIPTION
 NP0627
 NP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0627'STATION IS LOCATED ABOUT 0.4 MILE SSW OF THE DEPOT IN ELLSWORTH,
 NP0627'NEBRASKA.  ON THE SUMMIT OF A SMALL LOW SAND KNOLL.  THE
 NP0627'MARK, STAMPED ELLS 1946 IS A STANDARD DISK SET IN THE TOP
 NP0627'OF A 12 X 12-INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES.
 NP0627'IT IS ON THE HIGHEST POINT OF THE KNOLL AND ABOUT 75 YARDS
 NP0627'WEST OF A WIRE FENCE.
 NP0627'
 NP0627'REFERENCE MARK NO. 1, STAMPED ELLS NO 1 1946 IS A STANDARD
 NP0627'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT
 NP0627'PROJECTS ABOUT 4 INCHES AND IS 3 FEET LOWER THAT THE STATION,
 NP0627'AND NEAR THE EDGE OF A STEEP SLOPE TO THE NORTH.
 NP0627'
 NP0627'REFERENCE MARK NO. 2, STAMPED ELLS NO 2 1946 IS A STANDARD
 NP0627'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT
 NP0627'PROJECTS ABOUT 4 INCHES AND IS 7 FEET LOWER THAN STATION,
 NP0627'AND ON THE WEST SLOPE OF THE KNOLL THE STATION IS ON.
 NP0627'
 NP0627'THE AZIMUTH MARK, STAMPED ELLS 1946 IS A STANDARD DISK SET
 NP0627'IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT PROJECTS ABOUT
 NP0627'6 INCHES.  IT IS 15 FEET EAST OF THE CENTERLINE OF A
 NP0627'TRACK ROAD, 42 FEET SOUTH OF THE CENTERLINE OF ST. HIGHWAY
 NP0627'NO. 2 AND 25 FEET EAST OF A FILLING STATION.
 NP0627'
 NP0627'TO REACH THE STATION FROM DEPOT IN ELLSWORTH, *GO SOUTH ACROSS
 NP0627'ST. HIGHWAY NO. 2 ON A TRACK ROAD FOR 0.2 MILE.  AT THIS POINT
 NP0627'TURN RIGHT, WEST, LEAVING TRACK ROAD AND DRIVE WESTERLY FOR
 NP0627'0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE AND DRIVE LEFT,
 NP0627'SOUTH, KEEPING ABOUT 50 YARDS WEST OF THE FENCE AND GO 0.15
 NP0627'MILE TO BASE OF KNOLL STATION IS ON.  (ABOUT 75 YARD PACK).
 NP0627'
 NP0627'* AZIMUTH MARK IS AT INTERSECTION OF STATE HIGHWAY AND TRACK
 NP0627'ROAD IN SOUTHEAST ANGLE OF INTERSECTION.
 NP0627
 NP0627                          STATION RECOVERY (1956)
 NP0627
 NP0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NP0627'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NP0627'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON STATE HIGHWAY
 NP0627'2 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED ON LINE TOWARD
 NP0627'THE STATION AT THE REQUEST OF THE NEBRASKA STATE HIGHWAY
 NP0627'DEPARTMENT.  A BRIEF DESCRIPTION OF THE AZIMUTH MARK (RESET) AND A
 NP0627'NEW TO REACH FOLLOWS.
 NP0627'
 NP0627'AZIMUTH MARK (RESET) IS 0.4 MILE NORTH OF THE STATION, AT THE
 NP0627'JUNCTION OF STATE HIGHWAY 2 AND A HARD-SURFACED ROAD LEADING
 NP0627'NORTH TO THE SMALL TOWN OF ELLSWORTH, 67 FEET SOUTH OF THE
 NP0627'CENTER OF STATE HIGHWAY 2, 49 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NP0627'FENCE, AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 NP0627'4 INCHES AND THE DISK IS STAMPED ELLS 1946 RESET 1956.
 NP0627'
 NP0627'TO REACH THE STATION FROM THE DEPOT IN ELLSWORTH, GO EAST ON
 NP0627'STATE HIGHWAY 2 FOR 0.2 MILE TO A TRACK ROAD RIGHT.  TURN
 NP0627'RIGHT OFF THE HIGHWAY AND FOLLOW TRACK ROAD SOUTH-SOUTHWEST FOR
 NP0627'0.4 MILE TO A FENCE.  TURN RIGHT AND GO ALONG THE NORTHSIDE
 NP0627'OF FENCE FOR 0.2 MILE IN A WESTERLY DIRECTION TO A NORTH-SOUTH
 NP0627'FENCE AND THE STATION ABOUT 75 YARDS WEST ON TOP OF A SAND
 NP0627'KNOLL.  THIS LAST 75 YARDS IS A PACK.
 NP0627'
 NP0627'OBS AT AZ MK RESET
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0068 ***********************************************************************
 LG0068  DESIGNATION -  ELM
 LG0068  PID         -  LG0068
 LG0068  STATE/COUNTY-  NE/CASS
 LG0068  COUNTRY     -  US
 LG0068  USGS QUAD   -  WEEPING WATER (2017)
 LG0068
 LG0068                         *CURRENT SURVEY CONTROL
 LG0068  ______________________________________________________________________
 LG0068* NAD 83(1995) POSITION- 40 48 56.74844(N) 096 12 26.25710(W)   ADJUSTED
 LG0068* NAVD 88 ORTHO HEIGHT -   398.954 (meters)     1308.90  (feet) ADJUSTED
 LG0068  ______________________________________________________________________
 LG0068  GEOID HEIGHT    -        -26.621 (meters)                     GEOID18
 LG0068  LAPLACE CORR    -         -8.85  (seconds)                    DEFLEC18
 LG0068  DYNAMIC HEIGHT  -        398.784 (meters)     1308.34  (feet) COMP
 LG0068  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 LG0068
 LG0068  HORZ ORDER      -  SECOND
 LG0068  VERT ORDER      -  SECOND    CLASS 0
 LG0068
 LG0068.The horizontal coordinates were established by classical geodetic methods
 LG0068.and adjusted by the National Geodetic Survey in August 1997.
 LG0068
 LG0068.The orthometric height was determined by differential leveling and
 LG0068.adjusted by the NATIONAL GEODETIC SURVEY
 LG0068.in June 1991.
 LG0068
 LG0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0068.GEOID18 height accuracy estimate available here.
 LG0068
 LG0068.Click photographs - Photos may exist for this station.
 LG0068
 LG0068.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0068
 LG0068.The dynamic height is computed by dividing the NAVD 88
 LG0068.geopotential number by the normal gravity value computed on the
 LG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0068.degrees latitude (g = 980.6199 gals.).
 LG0068
 LG0068.The modeled gravity was interpolated from observed gravity values.
 LG0068
 LG0068. The following values were computed from the NAD 83(1995) position.
 LG0068
 LG0068;                    North         East     Units Scale Factor Converg.
 LG0068;SPC NE       -   116,092.401   819,798.137   MT  0.99973058   +2 30 48.3
 LG0068;SPC NE       -   380,879.82  2,689,621.05   sFT  0.99973058   +2 30 48.3
 LG0068;UTM  14      - 4,522,059.000   735,537.415   MT  1.00028289   +1 49 34.4
 LG0068
 LG0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0068!SPC NE       -   0.99994160  x   0.99973058  =   0.99967219
 LG0068!UTM  14      -   0.99994160  x   1.00028289  =   1.00022447
 LG0068
 LG0068:                Primary Azimuth Mark                     Grid Az
 LG0068:SPC NE       -  PLEASANT                                 218 36 10.8
 LG0068:UTM  14      -  PLEASANT                                 219 17 24.7
 LG0068
 LG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3553722058(NAD 83)
 LG0068
 LG0068|---------------------------------------------------------------------|
 LG0068| PID    Reference Object                     Distance      Geod. Az  |
 LG0068|                                                           dddmmss.s |
 LG0068| LG0069 ELM RM 2                             30.480 METERS 17907     |
 LG0068| LG0988 PLEASANT                            APPROX. 6.2 KM 2210659.1 |
 LG0068| LG0066 ELM AZ MK                                          2351947.3 |
 LG0068| LG0983 MURDOCK MUNICIPAL TANK              APPROX.13.6 KM 3333709.2 |
 LG0068| LG0067 ELM RM 1                             20.073 METERS 35901     |
 LG0068|---------------------------------------------------------------------|
 LG0068
 LG0068                          SUPERSEDED SURVEY CONTROL
 LG0068
 LG0068  NAD 83(1986)-  40 48 56.75877(N)    096 12 26.25592(W) AD(       ) 2
 LG0068  NGVD 29 (??/??/92)  398.859  (m)         1308.59   (f) ADJ UNCH    2 0
 LG0068
 LG0068.Superseded values are not recommended for survey control.
 LG0068
 LG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0068.See file dsdata.pdf to determine how the superseded data were derived.
 LG0068
 LG0068_MARKER: DS = TRIANGULATION STATION DISK
 LG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0068_STAMPING: ELM 1961
 LG0068_MARK LOGO: CGS
 LG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0068+STABILITY: SURFACE MOTION
 LG0068
 LG0068  HISTORY     - Date     Condition        Report By
 LG0068  HISTORY     - 1961     MONUMENTED       CGS
 LG0068
 LG0068                          STATION DESCRIPTION
 LG0068
 LG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0068'11.8 MI E FROM EAGLE.
 LG0068'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0068'EAGLE, THENCE 11.4 MILES EAST ALONG U.S. HIGHWAY 34, THENCE 0.25
 LG0068'MILE NORTH ALONG THE MISSILE ROAD, THROUGH THE GUARD GATE TO
 LG0068'THE SOUTHWEST CORNER OF THE SITE, 100.1 FEET NORTH OF R.M. 2,
 LG0068'65.9 FEET SOUTH OF R.M. 1, 3.6 FEET EAST OF THE FENCE, 2.1
 LG0068'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 LG0068'SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1126 ***********************************************************************
 ML1126  DESIGNATION -  ELM
 ML1126  PID         -  ML1126
 ML1126  STATE/COUNTY-  NE/VALLEY
 ML1126  COUNTRY     -  US
 ML1126  USGS QUAD   -  ORD NE (2017)
 ML1126
 ML1126                         *CURRENT SURVEY CONTROL
 ML1126  ______________________________________________________________________
 ML1126* NAD 83(1995) POSITION- 41 44 00.85932(N) 098 51 28.36828(W)   ADJUSTED
 ML1126* NAVD 88 ORTHO HEIGHT -   739.1   (meters)     2425.    (feet) VERTCON
 ML1126  ______________________________________________________________________
 ML1126  GEOID HEIGHT    -        -24.034 (meters)                     GEOID18
 ML1126  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 ML1126  HORZ ORDER      -  FIRST
 ML1126
 ML1126.The horizontal coordinates were established by classical geodetic methods
 ML1126.and adjusted by the National Geodetic Survey in August 1997.
 ML1126
 ML1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1126
 ML1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1126.GEOID18 height accuracy estimate available here.
 ML1126
 ML1126.Click photographs - Photos may exist for this station.
 ML1126
 ML1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1126
 ML1126. The following values were computed from the NAD 83(1995) position.
 ML1126
 ML1126;                    North         East     Units Scale Factor Converg.
 ML1126;SPC NE       -   211,602.526   594,984.741   MT  0.99966647   +0 45 24.8
 ML1126;SPC NE       -   694,232.62  1,952,045.77   sFT  0.99966647   +0 45 24.8
 ML1126;UTM  14      - 4,620,205.479   511,819.005   MT  0.99960172   +0 05 40.6
 ML1126
 ML1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1126!SPC NE       -   0.99988786  x   0.99966647  =   0.99955437
 ML1126!UTM  14      -   0.99988786  x   0.99960172  =   0.99948963
 ML1126
 ML1126:                Primary Azimuth Mark                     Grid Az
 ML1126:SPC NE       -  ELM AZ MK                                090 29 25.4
 ML1126:UTM  14      -  ELM AZ MK                                091 09 09.6
 ML1126
 ML1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1181920205(NAD 83)
 ML1126
 ML1126|---------------------------------------------------------------------|
 ML1126| PID    Reference Object                     Distance      Geod. Az  |
 ML1126|                                                           dddmmss.s |
 ML1126| CN9237 ELM RM 1                              9.198 METERS 00601     |
 ML1126| CN9236 ELM AZ MK                                          0911450.2 |
 ML1126| ML1127 ORD REGION 26 RADIO MAST            APPROX. 2.3 KM 2030000.5 |
 ML1126| CN9238 ELM RM 2                             11.280 METERS 27536     |
 ML1126|---------------------------------------------------------------------|
 ML1126
 ML1126                          SUPERSEDED SURVEY CONTROL
 ML1126
 ML1126  NAD 83(1986)-  41 44 00.86490(N)    098 51 28.37473(W) AD(       ) 1
 ML1126  NAD 27      -  41 44 00.83600(N)    098 51 27.06500(W) AD(       ) 1
 ML1126  USSD        -  41 44 00.90900(N)    098 51 27.20700(W) AD(       ) 3
 ML1126  NGVD 29 (07/19/86)  738.8    (m)         2424.     (f) VERT ANG       
 ML1126
 ML1126.Superseded values are not recommended for survey control.
 ML1126
 ML1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1126.See file dsdata.pdf to determine how the superseded data were derived.
 ML1126
 ML1126_MARKER: V = STONE MONUMENT
 ML1126_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1126
 ML1126  HISTORY     - Date     Condition        Report By
 ML1126  HISTORY     - 1899     MONUMENTED       CGS
 ML1126  HISTORY     - 1935     GOOD             CGS
 ML1126  HISTORY     - 1972     GOOD             NGS
 ML1126
 ML1126                          STATION DESCRIPTION
 ML1126
 ML1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1126'THIS STATION IS ON THE SUMMIT OF THE HIGHEST HILL IN THE
 ML1126'SECTION, AND IS ABOUT 16 FEET WEST AND 60 FEET SOUTH OF THE
 ML1126'CENTER OF SEC. 6, T. 13 N., R. 20 W., ON LAND OWNED BY MR.
 ML1126'CLINTON UPHAM, WHO LIVES IN A SOD HOUSE ABOUT 200 YARDS TO THE
 ML1126'EASTWARD AT THE FOOT OF THE HILL.  THE COUNTRY IN THE VICINITY
 ML1126'IS VERY ROUGH AND BROKEN BUT THERE IS A GOOD TRAIL FROM UPHAMS
 ML1126'HOUSE TO THE ORD ROAD.  THE DISTANCE TO ORD IS ABOUT 12 MILES.
 ML1126'THE AZIMUTHS AND DISTANCES TO CERTAIN POINTS ARE--TO THE
 ML1126'CHURCH SPIRE AT ORD, 22 DEG 57 MIN 47 SEC.  TO A WINDMILL AT
 ML1126'BARTLETT, 236 DEG 50 MIN 37 SEC.  TO MR. UPHAMS WINDMILL, 265
 ML1126'DEG 33 MIN 08 SEC, ABOUT 200 YARDS.  SURFACE MARK IS A MARBLE
 ML1126'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 ML1126'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED
 ML1126'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN
 ML1126'ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED ABOUT
 ML1126'3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A
 ML1126'SMALL DRILL HOLE IN THE BOTTOM.
 ML1126
 ML1126                          STATION RECOVERY (1935)
 ML1126
 ML1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1126'STATION RECOVERED APRIL 15, 1935, AND FOUND IN GOOD CONDITION.
 ML1126'THE MARK IS IN PASTURE LAND ON TOP OF HIGH HILL NEAR THE CENTER
 ML1126'OF SEC. 6, T. 20 N., R. 13 W. (TOWNSHIP AND RANGE NUMBERS
 ML1126'WERE REVERSED IN ORIGINAL DESCRIPTION) ON LAND OWNED AND
 ML1126'OCCUPIED BY JOE KALENCKY, WHO LIVES AT THE FOOT OF THE HILL
 ML1126'ABOUT 200 YARDS EAST OF THE STATION.  THE MARK IS ABOUT 1
 ML1126'MILE SOUTH AND 1/2 MILE WEST OF JOINT SCHOOL DISTRICT 61 IN
 ML1126'GARFIELD COUNTY.
 ML1126
 ML1126                          STATION RECOVERY (1972)
 ML1126
 ML1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1126'THE STATION MARK WAS FOUND AND RECOVERED IN GOOD CONDITION.
 ML1126'REFERENCE MARKS 1 AND 2 WERE SET AT THIS TIME.  A U.S. COAST
 ML1126'AND GEODETIC AND STATE SURVEY MARK WAS USED AS A AZIMUTH MARK.
 ML1126'A NEW DESCRIPTION FOLLOWS.
 ML1126'
 ML1126'THE STATION IS LOCATED ABOUT 14 MILES EAST OF BURWELL, 10 MILES
 ML1126'NORTH-NORTHEAST OF ORD, 8.5 MILES NORTHEAST OF ELYRIA AND ON
 ML1126'PROPERTY OWNED BY MR. GEORGE ZABLOUDIL WHO LIVES ABOUT 0.8 MILE
 ML1126'NORTHEAST OF THE STATION.
 ML1126'
 ML1126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 ML1126'AND 70 IN ORD GO NORTHERLY ON STATE HIGHWAY 70 FOR 8.2 MILES
 ML1126'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON BLADED
 ML1126'ROAD FOR 3.5 MILES TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT
 ML1126'ON DIM TRACK ROAD AND GO WEST FOR 0.05 MILE TO A GATE AND
 ML1126'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE AND CONTINUE
 ML1126'WEST ON DIM TRACK ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH
 ML1126'GATE AND CONTINUE WESTERLY UPHILL FOR 0.25 MILE TO TOP OF HILL
 ML1126'AND STATION.
 ML1126'
 ML1126'THE STATION MARK IS A 8-INCH SQUARE GRANITE POST WITH U S C S
 ML1126'AND A LARGE CROSS IN TOP OF THE MONUMENT.  IT IS 3 FEET NORTHWEST
 ML1126'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 ML1126'
 ML1126'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELM NO 1 1899
 ML1126'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 ML1126'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 32.8 FEET NORTH OF
 ML1126'THE METAL WITNESS POST WITH SIGN ATTACHED.
 ML1126'
 ML1126'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELM NO 2 1899
 ML1126'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 ML1126'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 39 FEET
 ML1126'WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 ML1126'
 ML1126'THE MARK IS A U.S. COAST AND GEODETIC AND STATE SURVEY DISK
 ML1126'WITH NO STAMPING, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE
 ML1126'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 25.5
 ML1126'FEET NORTH THE GATE, 3 FEET NORTH-NORTHEAST OF A METAL
 ML1126'WITNESS POST WITH SIGN ATTACHED, 3 FEET SOUTH OF A 18-INCH
 ML1126'TREE AND 1.5 FEET EAST OF A FENCE.
 ML1126'
 ML1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 ML1126'NORTHEAST OF ELYRIA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0066 ***********************************************************************
 LG0066  DESIGNATION -  ELM AZ MK
 LG0066  PID         -  LG0066
 LG0066  STATE/COUNTY-  NE/CASS
 LG0066  COUNTRY     -  US
 LG0066  USGS QUAD   -  WEEPING WATER (2017)
 LG0066
 LG0066                         *CURRENT SURVEY CONTROL
 LG0066  ______________________________________________________________________
 LG0066* NAD 83(1986) POSITION- 40 48 45.     (N) 096 13 00.     (W)   SCALED
 LG0066* NAVD 88 ORTHO HEIGHT -   391.699 (meters)     1285.10  (feet) ADJUSTED
 LG0066  ______________________________________________________________________
 LG0066  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 LG0066  DYNAMIC HEIGHT  -        391.532 (meters)     1284.55  (feet) COMP
 LG0066  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 LG0066
 LG0066  VERT ORDER      -  SECOND    CLASS 0
 LG0066
 LG0066.The horizontal coordinates were scaled from a map and have
 LG0066.an estimated accuracy of +/- 6 seconds.
 LG0066
 LG0066.The orthometric height was determined by differential leveling and
 LG0066.adjusted by the NATIONAL GEODETIC SURVEY
 LG0066.in June 1991.
 LG0066
 LG0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0066.GEOID18 height accuracy estimate available here.
 LG0066
 LG0066.Click photographs - Photos may exist for this station.
 LG0066
 LG0066.The dynamic height is computed by dividing the NAVD 88
 LG0066.geopotential number by the normal gravity value computed on the
 LG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0066.degrees latitude (g = 980.6199 gals.).
 LG0066
 LG0066.The modeled gravity was interpolated from observed gravity values.
 LG0066
 LG0066;                    North         East    Units  Estimated Accuracy
 LG0066;SPC NE       -   115,700.      819,020.      MT  (+/- 180 meters Scaled)
 LG0066
 LG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL347216(NAD 83)
 LG0066
 LG0066                          SUPERSEDED SURVEY CONTROL
 LG0066
 LG0066  NGVD 29 (??/??/92)  391.604  (m)         1284.79   (f) ADJ UNCH    2 0
 LG0066
 LG0066.Superseded values are not recommended for survey control.
 LG0066
 LG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0066.See file dsdata.pdf to determine how the superseded data were derived.
 LG0066
 LG0066_MARKER: DZ = AZIMUTH MARK DISK
 LG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0066_STAMPING: ELM 1961
 LG0066_MARK LOGO: CGS
 LG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0066+STABILITY: SURFACE MOTION
 LG0066
 LG0066  HISTORY     - Date     Condition        Report By
 LG0066  HISTORY     - 1961     MONUMENTED       CGS
 LG0066
 LG0066                          STATION DESCRIPTION
 LG0066
 LG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0066'11.2 MI E FROM EAGLE.
 LG0066'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0066'THENCE 11.1 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 225 FEET
 LG0066'NORTHEAST OF A FARM DRIVEWAY, 59.0 FEET SOUTH OF CENTER LINE
 LG0066'OF HIGHWAY, 2.6 FEET LOWER THAN THE HIGHWAY, 0.7 FOOT NORTH OF A
 LG0066'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0066'TOP OF A SQUARE CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1323 ***********************************************************************
 LH1323  DESIGNATION -  ELM CREEK MUNICIPAL TANK
 LH1323  PID         -  LH1323
 LH1323  STATE/COUNTY-  NE/BUFFALO
 LH1323  COUNTRY     -  US
 LH1323  USGS QUAD   -  ELM CREEK EAST (2017)
 LH1323
 LH1323                         *CURRENT SURVEY CONTROL
 LH1323  ______________________________________________________________________
 LH1323* NAD 83(1995) POSITION- 40 43 20.83326(N) 099 22 22.50055(W)   ADJUSTED
 LH1323  ______________________________________________________________________
 LH1323  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 LH1323  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 LH1323  HORZ ORDER      -  THIRD
 LH1323
 LH1323.The horizontal coordinates were established by classical geodetic methods
 LH1323.and adjusted by the National Geodetic Survey in August 1997.
 LH1323
 LH1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1323.GEOID18 height accuracy estimate available here.
 LH1323
 LH1323.Click photographs - Photos may exist for this station.
 LH1323
 LH1323.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1323
 LH1323. The following values were computed from the NAD 83(1995) position.
 LH1323
 LH1323;                    North         East     Units Scale Factor Converg.
 LH1323;SPC NE       -    98,909.698   552,966.814   MT  0.99975132   +0 24 56.0
 LH1323;SPC NE       -   324,506.23  1,814,191.96   sFT  0.99975132   +0 24 56.0
 LH1323;UTM  14      - 4,508,014.397   468,505.900   MT  0.99961221   -0 14 35.8
 LH1323
 LH1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6850508014(NAD 83)
 LH1323
 LH1323                          SUPERSEDED SURVEY CONTROL
 LH1323
 LH1323  NAD 83(1986)-  40 43 20.83960(N)    099 22 22.50284(W) AD(       ) 3
 LH1323  NAD 27      -  40 43 20.80700(N)    099 22 21.14100(W) AD(       ) 3
 LH1323
 LH1323.Superseded values are not recommended for survey control.
 LH1323
 LH1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1323.See file dsdata.pdf to determine how the superseded data were derived.
 LH1323
 LH1323_MARKER: 53 = ELEVATED TANK
 LH1323
 LH1323  HISTORY     - Date     Condition        Report By
 LH1323  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1323  HISTORY     - 1959     GOOD             CGS
 LH1323
 LH1323                          STATION DESCRIPTION
 LH1323
 LH1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1323'THE STATION IS LOCATED IN THE NORTH EDGE OF ELM CREEK, 111 FEET
 LH1323'EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 45 FEET EAST
 LH1323'OF THE EAST SIDE OF A CONCRETE BLOCK BUILDING.
 LH1323'
 LH1323'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1323'OVERALL HEIGHT IS 100 FEET.
 LH1323'
 LH1323'POINT OBSERVED UPON WAS THE POINT OF DOME SHAPED ROOF OF THE TANK.
 LH1323
 LH1323                          STATION RECOVERY (1959)
 LH1323
 LH1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1323'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1323'IS THE SAME TANK THAT WAS OBSERVED IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1334 ***********************************************************************
 LH1334  DESIGNATION -  ELM CREEK TWP ATT RELAY TOWER
 LH1334  PID         -  LH1334
 LH1334  STATE/COUNTY-  NE/BUFFALO
 LH1334  COUNTRY     -  US
 LH1334  USGS QUAD   -  AMHERST (2017)
 LH1334
 LH1334                         *CURRENT SURVEY CONTROL
 LH1334  ______________________________________________________________________
 LH1334* NAD 83(1995) POSITION- 40 45 03.44841(N) 099 19 16.39281(W)   ADJUSTED
 LH1334  ______________________________________________________________________
 LH1334  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 LH1334  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 LH1334  HORZ ORDER      -  THIRD
 LH1334
 LH1334.The horizontal coordinates were established by classical geodetic methods
 LH1334.and adjusted by the National Geodetic Survey in August 1997.
 LH1334
 LH1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1334.GEOID18 height accuracy estimate available here.
 LH1334
 LH1334.Click photographs - Photos may exist for this station.
 LH1334
 LH1334.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1334
 LH1334. The following values were computed from the NAD 83(1995) position.
 LH1334
 LH1334;                    North         East     Units Scale Factor Converg.
 LH1334;SPC NE       -   102,107.138   557,308.455   MT  0.99974471   +0 26 59.4
 LH1334;SPC NE       -   334,996.50  1,828,436.16   sFT  0.99974471   +0 26 59.4
 LH1334;UTM  14      - 4,511,161.243   472,883.438   MT  0.99960905   -0 12 34.9
 LH1334
 LH1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7288311161(NAD 83)
 LH1334
 LH1334                          SUPERSEDED SURVEY CONTROL
 LH1334
 LH1334  NAD 83(1986)-  40 45 03.45478(N)    099 19 16.39491(W) AD(       ) 3
 LH1334  NAD 27      -  40 45 03.42210(N)    099 19 15.03840(W) AD(       ) 3
 LH1334
 LH1334.Superseded values are not recommended for survey control.
 LH1334
 LH1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1334.See file dsdata.pdf to determine how the superseded data were derived.
 LH1334
 LH1334_MARKER: 43 = RADIO/TV TOWER
 LH1334
 LH1334  HISTORY     - Date     Condition        Report By
 LH1334  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1334  HISTORY     - 1959     GOOD             CGS
 LH1334
 LH1334                          STATION DESCRIPTION
 LH1334
 LH1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1334'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ODESSA AND 5
 LH1334'MILES EAST-NORTHEAST OF ELM CREEK.  IT IS 200 FEET EAST OF THE
 LH1334'CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 45 FEET EAST OF THE
 LH1334'EAST END OF A WHITE CONCRETE BLOCK BUILDING.
 LH1334'
 LH1334'IT IS A 4 LEGGED STEEL STRUCTURE, 40 FEET SQUARE AT THE BASE
 LH1334'AND HAS A 30 FOOT SQUARE STEEL MESH PLATFORM AT THE TOP WHICH
 LH1334'SUPPORTS 4 REFLECTOR SCREENS.  THERE IS A BLINKER LIGHT NEAR THE
 LH1334'CENTER OF THE TOP OF THE TOWER.  THE OVERALL HEIGHT IS 165 FEET.
 LH1334'
 LH1334'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LH1334'
 LH1334'TO REACH THE STATION FROM THE MAIN STREET IN ELM CREEK, GO
 LH1334'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.8 MILES TO A CROSSROAD.  TURN
 LH1334'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.8 MILES TO THE STATION
 LH1334'ON THE RIGHT AS DESCRIBED.
 LH1334
 LH1334                          STATION RECOVERY (1959)
 LH1334
 LH1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1334'STATION RECOVERED AS DESCRIBED IN 1951.  AT THIS DATE THE RED
 LH1334'ALTERNATING OBSTRUCTION LIGHT ON TOP OF THE TOWER WAS INTERSECTED,
 LH1334'INSTEAD OF THE ESTIMATED TOWER CENTER AS PREVISELY.  THE LIGHT
 LH1334'WAS ALSO CONNECTED BY A PRECISE TRIVERSE FROM STATION TURKEY 1950.
 LH1334'
 LH1334'THE 1951 DESCRIPTION OF THE STATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0067 ***********************************************************************
 LG0067  DESIGNATION -  ELM RM 1
 LG0067  PID         -  LG0067
 LG0067  STATE/COUNTY-  NE/CASS
 LG0067  COUNTRY     -  US
 LG0067  USGS QUAD   -  WEEPING WATER (2017)
 LG0067
 LG0067                         *CURRENT SURVEY CONTROL
 LG0067  ______________________________________________________________________
 LG0067* NAD 83(1986) POSITION- 40 48 57.40   (N) 096 12 26.27   (W)   HD_HELD1
 LG0067* NAVD 88 ORTHO HEIGHT -   399.240 (meters)     1309.84  (feet) ADJUSTED
 LG0067  ______________________________________________________________________
 LG0067  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 LG0067  DYNAMIC HEIGHT  -        399.069 (meters)     1309.28  (feet) COMP
 LG0067  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 LG0067
 LG0067  VERT ORDER      -  SECOND    CLASS 0
 LG0067
 LG0067.The horizontal coordinates were determined by differentially corrected
 LG0067.hand held GPS observations or other comparable positioning techniques
 LG0067.and have an estimated accuracy of +/- 3 meters.
 LG0067
 LG0067.The orthometric height was determined by differential leveling and
 LG0067.adjusted by the NATIONAL GEODETIC SURVEY
 LG0067.in June 1991.
 LG0067
 LG0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0067.GEOID18 height accuracy estimate available here.
 LG0067
 LG0067.Click photographs - Photos may exist for this station.
 LG0067
 LG0067.The dynamic height is computed by dividing the NAVD 88
 LG0067.geopotential number by the normal gravity value computed on the
 LG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0067.degrees latitude (g = 980.6199 gals.).
 LG0067
 LG0067.The modeled gravity was interpolated from observed gravity values.
 LG0067
 LG0067;                    North         East    Units  Estimated Accuracy
 LG0067;SPC NE       -   116,112.5     819,797.0     MT  (+/- 3 meters HH1 GPS) 
 LG0067
 LG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3553622079(NAD 83)
 LG0067
 LG0067                          SUPERSEDED SURVEY CONTROL
 LG0067
 LG0067  NGVD 29 (??/??/92)  399.145  (m)         1309.53   (f) ADJ UNCH    2 0
 LG0067
 LG0067.Superseded values are not recommended for survey control.
 LG0067
 LG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0067.See file dsdata.pdf to determine how the superseded data were derived.
 LG0067
 LG0067_MARKER: DR = REFERENCE MARK DISK
 LG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0067_STAMPING: ELM NO 1 1961
 LG0067_MARK LOGO: CGS
 LG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0067+STABILITY: SURFACE MOTION
 LG0067
 LG0067  HISTORY     - Date     Condition        Report By
 LG0067  HISTORY     - 1961     MONUMENTED       CGS
 LG0067
 LG0067                          STATION DESCRIPTION
 LG0067
 LG0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0067'11.8 MI E FROM EAGLE.
 LG0067'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0067'EAGLE, THENCE 11.4 MILES ALONG U.S. HIGHWAY 34 TO MISSILE ROAD,
 LG0067'THENCE 0.25 MILE NORTH ALONG MISSILE ROAD, THROUGH THE GUARD
 LG0067'GATE TO THE SOUTHWEST CORNER OF THE SITE, 65.9 FEET
 LG0067'NORTH OF THE STATION, 3.4 FEET EAST OF THE FENCE, SET IN
 LG0067'TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0069 ***********************************************************************
 LG0069  DESIGNATION -  ELM RM 2
 LG0069  PID         -  LG0069
 LG0069  STATE/COUNTY-  NE/CASS
 LG0069  COUNTRY     -  US
 LG0069  USGS QUAD   -  WEEPING WATER (2017)
 LG0069
 LG0069                         *CURRENT SURVEY CONTROL
 LG0069  ______________________________________________________________________
 LG0069* NAD 83(1986) POSITION- 40 48 55.76   (N) 096 12 26.24   (W)   HD_HELD1
 LG0069* NAVD 88 ORTHO HEIGHT -   398.948 (meters)     1308.88  (feet) ADJUSTED
 LG0069  ______________________________________________________________________
 LG0069  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 LG0069  DYNAMIC HEIGHT  -        398.778 (meters)     1308.32  (feet) COMP
 LG0069  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 LG0069
 LG0069  VERT ORDER      -  SECOND    CLASS 0
 LG0069
 LG0069.The horizontal coordinates were determined by differentially corrected
 LG0069.hand held GPS observations or other comparable positioning techniques
 LG0069.and have an estimated accuracy of +/- 3 meters.
 LG0069
 LG0069.The orthometric height was determined by differential leveling and
 LG0069.adjusted by the NATIONAL GEODETIC SURVEY
 LG0069.in June 1991.
 LG0069
 LG0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0069.GEOID18 height accuracy estimate available here.
 LG0069
 LG0069.Click photographs - Photos may exist for this station.
 LG0069
 LG0069.The dynamic height is computed by dividing the NAVD 88
 LG0069.geopotential number by the normal gravity value computed on the
 LG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0069.degrees latitude (g = 980.6199 gals.).
 LG0069
 LG0069.The modeled gravity was interpolated from observed gravity values.
 LG0069
 LG0069;                    North         East    Units  Estimated Accuracy
 LG0069;SPC NE       -   116,062.0     819,799.9     MT  (+/- 3 meters HH1 GPS) 
 LG0069
 LG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3553822028(NAD 83)
 LG0069
 LG0069                          SUPERSEDED SURVEY CONTROL
 LG0069
 LG0069  NGVD 29 (??/??/92)  398.854  (m)         1308.57   (f) ADJ UNCH    2 0
 LG0069
 LG0069.Superseded values are not recommended for survey control.
 LG0069
 LG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0069.See file dsdata.pdf to determine how the superseded data were derived.
 LG0069
 LG0069_MARKER: DR = REFERENCE MARK DISK
 LG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0069_STAMPING: ELM NO 2 1961
 LG0069_MARK LOGO: CGS
 LG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0069+STABILITY: SURFACE MOTION
 LG0069
 LG0069  HISTORY     - Date     Condition        Report By
 LG0069  HISTORY     - 1961     MONUMENTED       CGS
 LG0069
 LG0069                          STATION DESCRIPTION
 LG0069
 LG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0069'11.8 MI E FROM EAGLE.
 LG0069'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT EAGLE,
 LG0069'THENCE 11.4 MILES EAST ALONG U.S. HIGHWAY 34 TO MISSILE ROAD,
 LG0069'THENCE 0.25 MILE NORTH ALONG MISSILE ROAD, THROUGH THE GUARD
 LG0069'GATE TO THE SOUTHWEST CORNER OF THE SITE, 100.1 FEET SOUTH
 LG0069'OF THE STATION, 4.6 FEET EAST OF THE FENCE, 2 FEET LOWER THAN
 LG0069'THE MISSILE ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0069'10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0716 ***********************************************************************
 NP0716  DESIGNATION -  ELMORE
 NP0716  PID         -  NP0716
 NP0716  STATE/COUNTY-  NE/BOX BUTTE
 NP0716  COUNTRY     -  US
 NP0716  USGS QUAD   -  BARREL SPRINGS CREEK NORTH (2017)
 NP0716
 NP0716                         *CURRENT SURVEY CONTROL
 NP0716  ______________________________________________________________________
 NP0716* NAD 83(1995) POSITION- 42 07 49.57432(N) 103 14 40.50317(W)   ADJUSTED
 NP0716* NAVD 88 ORTHO HEIGHT -  1343.10  (+/-2cm)     4406.5   (feet) VERTCON
 NP0716  ______________________________________________________________________
 NP0716  GEOID HEIGHT    -        -18.638 (meters)                     GEOID18
 NP0716  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 NP0716  HORZ ORDER      -  FIRST
 NP0716  VERT ORDER      -  THIRD ? (See Below)
 NP0716
 NP0716.The horizontal coordinates were established by classical geodetic methods
 NP0716.and adjusted by the National Geodetic Survey in August 1997.
 NP0716
 NP0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0716
 NP0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0716.GEOID18 height accuracy estimate available here.
 NP0716
 NP0716.The vertical order pertains to the NGVD 29 superseded value.
 NP0716
 NP0716.Click photographs - Photos may exist for this station.
 NP0716
 NP0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0716
 NP0716. The following values were computed from the NAD 83(1995) position.
 NP0716
 NP0716;                    North         East     Units Scale Factor Converg.
 NP0716;SPC NE       -   260,073.700   231,872.017   MT  0.99971796   -2 09 00.6
 NP0716;SPC NE       -   853,258.46    760,733.44   sFT  0.99971796   -2 09 00.6
 NP0716;UTM  13      - 4,665,749.862   645,084.397   MT  0.99985901   +1 10 40.0
 NP0716
 NP0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0716!SPC NE       -   0.99979232  x   0.99971796  =   0.99951033
 NP0716!UTM  13      -   0.99979232  x   0.99985901  =   0.99965136
 NP0716
 NP0716:                Primary Azimuth Mark                     Grid Az
 NP0716:SPC NE       -  ELMORE AZ MK                             023 32 30.4
 NP0716:UTM  13      -  ELMORE AZ MK                             020 12 49.8
 NP0716
 NP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4508465749(NAD 83)
 NP0716
 NP0716|---------------------------------------------------------------------|
 NP0716| PID    Reference Object                     Distance      Geod. Az  |
 NP0716|                                                           dddmmss.s |
 NP0716| CQ3676 ELMORE AZ MK                                       0212329.8 |
 NP0716| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.25.4 KM 0324910.7 |
 NP0716| CQ3677 ELMORE RM 1                          78.627 METERS 08801     |
 NP0716| CQ3678 ELMORE RM 2                          75.399 METERS 17834     |
 NP0716|---------------------------------------------------------------------|
 NP0716
 NP0716                          SUPERSEDED SURVEY CONTROL
 NP0716
 NP0716  NAD 83(1993)-  42 07 49.57420(N)    103 14 40.50338(W) AD(       ) 1
 NP0716  NAD 83(1986)-  42 07 49.57248(N)    103 14 40.50253(W) AD(       ) 1
 NP0716  NAD 27      -  42 07 49.71000(N)    103 14 38.75700(W) AD(       ) 1
 NP0716  NGVD 29            1342.44   (m)         4404.3    (f) LEVELING    3  
 NP0716
 NP0716.Superseded values are not recommended for survey control.
 NP0716
 NP0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0716.See file dsdata.pdf to determine how the superseded data were derived.
 NP0716
 NP0716_MARKER: DS = TRIANGULATION STATION DISK
 NP0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0716_STAMPING: ELMORE 1934
 NP0716_MARK LOGO: CGS
 NP0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0716+STABILITY: SURFACE MOTION
 NP0716
 NP0716  HISTORY     - Date     Condition        Report By
 NP0716  HISTORY     - 1934     MONUMENTED       CGS
 NP0716  HISTORY     - 1946     GOOD             CGS
 NP0716
 NP0716                          STATION DESCRIPTION
 NP0716
 NP0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0716'STATION IS ABOUT 14 MILES SW OF HEMINGFORD AND IS NEAR THE
 NP0716'W END OF A LONG PROMINENT, GRASSY RIDGE.  THE POINT ON WHICH
 NP0716'THE STATION IS LOCATED IS THE HIGHEST IN THE VICINITY, EXCEPT
 NP0716'FOR A POINT TO THE SE ON THE SAME RIDGE.
 NP0716'
 NP0716'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0716'BRONZE DISKS SET IN CONCRETE.
 NP0716'
 NP0716'REFERENCE MARK NO. 1 IS E, AND NO. 2 IS S, OF THE STATION.
 NP0716'
 NP0716'AZIMUTH MARK IS ABOUT 3/4 MILE NE OF THE STATION, 28 FEET
 NP0716'S OF AN E-W FENCE, AND 34 FEET W OF A CORNER POST.
 NP0716'
 NP0716'STATION IS REACHED FROM THE HIGH-VIEW RANCH, WHICH IS 9 MILES
 NP0716'W AND 6 MILES S OF HEMINGFORD, BY GOING E ON A GRADED ROAD
 NP0716'1 MILE.  TURN S AND GO 7 MILES TO A POINT WHERE THE ROAD
 NP0716'TURNS TO THE E.  LEAVE THE GRADED ROAD AND TURN W ON A
 NP0716'TRAIL.  GO 0.5 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 NP0716'DRIVE SW 0.3 MILE TO THE HIGHEST POINT AND STATION.
 NP0716'
 NP0716'A 4-FOOT STAND WAS ERECTED.
 NP0716
 NP0716                          STATION RECOVERY (1946)
 NP0716
 NP0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0716'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE
 NP0716'IN GOOD CONDITION.  DESCRIPTION FOLLOWS--
 NP0716'
 NP0716'LOCATED 20 MILES NORTH BY WEST OF ALLIANCE NEAR THE WEST END
 NP0716'OF A PROMINENT GRASSY RIDGE AND AT ITS HIGHEST POINT.  IT
 NP0716'IS STAMPED ELMORE 1934 AND PROJECTS 15 INCHES.
 NP0716'
 NP0716'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0716'IT IS STAMPED ELMORE NO 1 1934.
 NP0716'
 NP0716'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.
 NP0716'IT IS STAMPED ELMORE NO 2 1934.
 NP0716'
 NP0716'THE AZIMUTH MARK IS 28 FEET SOUTH OF AN EAST-WEST FENCE AND
 NP0716'34 FEET WEST OF A FENCE CORNER.  IT IS STAMPED ELMORE 1934
 NP0716'AND PROJECTS 10 INCHES.
 NP0716'
 NP0716'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0716'NO. 2 AND 19 AT THE WEST EDGE OF ALLIANCE, GO NORTHWEST ON
 NP0716'NO. 2 FOR 2.75 MILES.  THEN LEFT, WEST, FOR 16.1 MILES TO
 NP0716'THE POINT WHERE THE ROAD TURNS TO THE RIGHT (NORTH).  CONTINUE
 NP0716'AHEAD (WEST) ON A TRACK ROAD FOR 0.55 MILE TO A WIRE GATE.
 NP0716'THEN THROUGH GATE* FOR 0.2 MILE.  THEN LEAVE TRACK ROAD AND
 NP0716'TURN LEFT ACROSS THE PASTURE FOR 0.15 MILE TO THE HIGHEST
 NP0716'POINT AND THE STATION.
 NP0716'
 NP0716'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 NP0716'FOLLOW THE FENCE LINE (NORTH) FOR 0.55 MILE TO THE MARK ON
 NP0716'THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0051 ***********************************************************************
 LG0051  DESIGNATION -  ELMWOOD
 LG0051  PID         -  LG0051
 LG0051  STATE/COUNTY-  NE/CASS
 LG0051  COUNTRY     -  US
 LG0051  USGS QUAD   -  ELMWOOD (2017)
 LG0051
 LG0051                         *CURRENT SURVEY CONTROL
 LG0051  ______________________________________________________________________
 LG0051* NAD 83(1995) POSITION- 40 49 19.68474(N) 096 21 37.09853(W)   ADJUSTED
 LG0051* NAVD 88 ORTHO HEIGHT -   407.889 (meters)     1338.22  (feet) ADJUSTED
 LG0051  ______________________________________________________________________
 LG0051  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 LG0051  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 LG0051  DYNAMIC HEIGHT  -        407.718 (meters)     1337.65  (feet) COMP
 LG0051  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 LG0051
 LG0051  HORZ ORDER      -  SECOND
 LG0051  VERT ORDER      -  SECOND    CLASS 0
 LG0051
 LG0051.The horizontal coordinates were established by classical geodetic methods
 LG0051.and adjusted by the National Geodetic Survey in August 1997.
 LG0051
 LG0051.The orthometric height was determined by differential leveling and
 LG0051.adjusted by the NATIONAL GEODETIC SURVEY
 LG0051.in June 1991.
 LG0051
 LG0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0051.GEOID18 height accuracy estimate available here.
 LG0051
 LG0051.Click photographs - Photos may exist for this station.
 LG0051
 LG0051.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0051
 LG0051.The dynamic height is computed by dividing the NAVD 88
 LG0051.geopotential number by the normal gravity value computed on the
 LG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0051.degrees latitude (g = 980.6199 gals.).
 LG0051
 LG0051.The modeled gravity was interpolated from observed gravity values.
 LG0051
 LG0051. The following values were computed from the NAD 83(1995) position.
 LG0051
 LG0051;                    North         East     Units Scale Factor Converg.
 LG0051;SPC NE       -   116,244.548   806,874.336   MT  0.99972926   +2 24 43.3
 LG0051;SPC NE       -   381,378.99  2,647,220.22   sFT  0.99972926   +2 24 43.3
 LG0051;UTM  14      - 4,522,366.126   722,609.694   MT  1.00020998   +1 43 34.7
 LG0051
 LG0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0051!SPC NE       -   0.99994011  x   0.99972926  =   0.99966939
 LG0051!UTM  14      -   0.99994011  x   1.00020998  =   1.00015008
 LG0051
 LG0051:                Primary Azimuth Mark                     Grid Az
 LG0051:SPC NE       -  ALVO RESET                               339 47 34.3
 LG0051:UTM  14      -  ALVO RESET                               340 28 42.9
 LG0051
 LG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2260922366(NAD 83)
 LG0051
 LG0051|---------------------------------------------------------------------|
 LG0051| PID    Reference Object                     Distance      Geod. Az  |
 LG0051|                                                           dddmmss.s |
 LG0051| LG0052 ELMWOOD RM 1                         23.757 METERS 00448     |
 LG0051| LG0050 ELMWOOD RM 2                         24.279 METERS 17333     |
 LG0051| LG0053 ELMWOOD AZ MK                                      1884914.2 |
 LG0051| LG1408 ALVO RESET                          APPROX. 5.8 KM 3421217.6 |
 LG0051|---------------------------------------------------------------------|
 LG0051
 LG0051                          SUPERSEDED SURVEY CONTROL
 LG0051
 LG0051  NAD 83(1986)-  40 49 19.69617(N)    096 21 37.09641(W) AD(       ) 2
 LG0051  NGVD 29 (??/??/92)  407.796  (m)         1337.91   (f) ADJ UNCH    2 0
 LG0051
 LG0051.Superseded values are not recommended for survey control.
 LG0051
 LG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0051.See file dsdata.pdf to determine how the superseded data were derived.
 LG0051
 LG0051_MARKER: DS = TRIANGULATION STATION DISK
 LG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0051_STAMPING: ELMWOOD 1961
 LG0051_MARK LOGO: CGS
 LG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0051+STABILITY: SURFACE MOTION
 LG0051
 LG0051  HISTORY     - Date     Condition        Report By
 LG0051  HISTORY     - 1961     MONUMENTED       CGS
 LG0051  HISTORY     - 1964     GOOD             CGS
 LG0051
 LG0051                          STATION DESCRIPTION
 LG0051
 LG0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0051'4 MI E FROM EAGLE.
 LG0051'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0051'EAGLE, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 34, THENCE
 LG0051'0.45 MILE NORTH ALONG THE MISSILE ROAD, THENCE 0.6 MILE NORTHEAST
 LG0051'THROUGH THE GUARD GATE TO THE EAST SIDE OF THE SITE, 77.9 FEET
 LG0051'SOUTH OF R.M. 1, 8.3 FEET WEST OF A FENCE, 1.5 FEET EAST OF A
 LG0051'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0051'POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0051
 LG0051                          STATION RECOVERY (1964)
 LG0051
 LG0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1988 ***********************************************************************
 MK1988  DESIGNATION -  ELMWOOD
 MK1988  PID         -  MK1988
 MK1988  STATE/COUNTY-  NE/DOUGLAS
 MK1988  COUNTRY     -  US
 MK1988  USGS QUAD   -  RALSTON (2017)
 MK1988
 MK1988                         *CURRENT SURVEY CONTROL
 MK1988  ______________________________________________________________________
 MK1988* NAD 83(1995) POSITION- 41 14 58.75656(N) 096 00 21.27951(W)   ADJUSTED
 MK1988* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 MK1988  ______________________________________________________________________
 MK1988  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 MK1988  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 MK1988  HORZ ORDER      -  SECOND
 MK1988
 MK1988.The horizontal coordinates were established by classical geodetic methods
 MK1988.and adjusted by the National Geodetic Survey in August 1997.
 MK1988
 MK1988.The orthometric height was scaled from a topographic map.
 MK1988
 MK1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1988.GEOID18 height accuracy estimate available here.
 MK1988
 MK1988.Click photographs - Photos may exist for this station.
 MK1988
 MK1988.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1988
 MK1988. The following values were computed from the NAD 83(1995) position.
 MK1988
 MK1988;                    North         East     Units Scale Factor Converg.
 MK1988;SPC NE       -   164,976.535   834,542.255   MT  0.99966854   +2 38 48.7
 MK1988;SPC NE       -   541,260.52  2,737,994.05   sFT  0.99966854   +2 38 48.7
 MK1988;UTM  14      - 4,570,795.669   750,870.046   MT  1.00037463   +1 58 30.6
 MK1988;UTM  15      - 4,570,829.901   248,139.291   MT  1.00038076   -1 58 58.7
 MK1988
 MK1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1988!SPC NE       -   0.99994860  x   0.99966854  =   0.99961716
 MK1988!UTM  14      -   0.99994860  x   1.00037463  =   1.00032321
 MK1988!UTM  15      -   0.99994860  x   1.00038076  =   1.00032934
 MK1988
 MK1988:                Primary Azimuth Mark                     Grid Az
 MK1988:SPC NE       -  ELMWOOD AZ MK                            259 22 11.3
 MK1988:UTM  14      -  ELMWOOD AZ MK                            260 02 29.4
 MK1988:UTM  15      -  ELMWOOD AZ MK                            263 59 58.7
 MK1988
 MK1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5087070795(NAD 83)
 MK1988
 MK1988|---------------------------------------------------------------------|
 MK1988| PID    Reference Object                     Distance      Geod. Az  |
 MK1988|                                                           dddmmss.s |
 MK1988| CL6467 ELMWOOD RM 2                         23.095 METERS 00808     |
 MK1988| CL6466 ELMWOOD RM 1                         19.708 METERS 21147     |
 MK1988| MK1990 ELMWOOD ST PATROL RAD MAST          APPROX. 2.2 KM 2221258.9 |
 MK1988| CL6465 ELMWOOD AZ MK                                      2620100.0 |
 MK1988|---------------------------------------------------------------------|
 MK1988
 MK1988                          SUPERSEDED SURVEY CONTROL
 MK1988
 MK1988  NAD 83(1986)-  41 14 58.76458(N)    096 00 21.27947(W) AD(       ) 2
 MK1988  NAD 27      -  41 14 58.76900(N)    096 00 20.22100(W) AD(       ) 2
 MK1988
 MK1988.Superseded values are not recommended for survey control.
 MK1988
 MK1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1988.See file dsdata.pdf to determine how the superseded data were derived.
 MK1988
 MK1988_MARKER: DS = TRIANGULATION STATION DISK
 MK1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1988_STAMPING: ELMWOOD 1947
 MK1988_MARK LOGO: CGS
 MK1988_PROJECTION: FLUSH
 MK1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1988+STABILITY: SURFACE MOTION
 MK1988
 MK1988  HISTORY     - Date     Condition        Report By
 MK1988  HISTORY     - 1947     MONUMENTED       CGS
 MK1988
 MK1988                          STATION DESCRIPTION
 MK1988
 MK1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1988'THE STATION IS LOCATED IN THE WEST SIDE OF OMAHA, IN THE ELMWOOK
 MK1988'PARK AND GOLF COURSE, AT THE INTERSECTION OF 60TH AND PACIFIC
 MK1988'STREETS.  IT IS LOCATED IN THE SOUTHEAST CORNER OF SEC. 24, T.
 MK1988'15 N., R. 12 E.  IT IS 14 FEET SOUTHWEST OF AN 18 INCH ASH TREE
 MK1988'WITH A TRIANGULAR BLAZE, 17 FEET NORTHEAST OF A 12 INCH OAK TREE
 MK1988'WITH A TRIANGLE BLAZE, 17 FEET NORTH OF THE NORTHEAST CORNER OF
 MK1988'THE TEE FOR THE 18TH HOLE OF THE GOLF COURSE.  THE MARK IS
 MK1988'FLUSH WITH THE GROUND, AND THE DISC IS STAMPED ELMWOOD 1947.
 MK1988'
 MK1988'REFERENCE MARK NO. 1 IS 64.66 FEET SOUTHWEST OF THE STATION,
 MK1988'3 FEET EAST OF THE WESTERNMOST TREE OF A GROUP OF OAK TREES NEAR
 MK1988'THE MARK, 12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE TEE FOR THE
 MK1988'18TH HOLE OF THE GOLF COURSE.  THE MARK PROJECTS 4 INCHES AND THE
 MK1988'DISC IS STAMPED ELMWOOD NO 1 1947.
 MK1988'
 MK1988'REFERENCE MARK NO. 2 IS 75.77 FEET NORTHEAST OF THE STATION.  THE
 MK1988'MARK PROJECTS 8 INCHES AND THE DISC IS STAMPED ELMWOOD NO 2 1947.
 MK1988'
 MK1988'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION.  IT IS 1.5
 MK1988'FEET EAST OF A PINE TREE, 58 FEET NORTHWEST OF THE NORTHWEST
 MK1988'CORNER OF A CLUBHOUSE ADJACENT TO THE GREEN FOR THE 18TH HOLE OF
 MK1988'THE GOLF COURSE.  THE MARK PROJECTS 8 INCHES AND THE DISC IS
 MK1988'STAMPED ELMWOOD 1947.
 MK1988'
 MK1988'TO REACH FROM OMAHA, GO WEST ON U.S. HIGHWAY 30 AND DODGE STREET
 MK1988'TO THE CORNER OF DODGE AND 50TH STREETS, TURN LEFT, AND GO SOUTH
 MK1988'ON 50TH STREET FOR 0.5 MILE TO THE CORNER OF 50TH AND LEVENWORTH
 MK1988'STREETS, TURN RIGHT ON LEAVENWORTH STREET AND GO WEST FOR 0.75
 MK1988'MILE TO 60TH STREET, TURN LEFT AND GO SOUTH ON 60TH STREET FOR
 MK1988'0.3 MILE TO PACIFIC STREET, TURN RIGHT ON PACIFIC STREET AND GO
 MK1988'WEST FOR 0.1 MILE TO 61ST STREET ON THE LEFT.  TURN RIGHT,
 MK1988'NORTH, INTO THE GOLF COURSE AND GO NORTHEAST ALONG THE EDGE OF
 MK1988'THE FAIRWAY FOR 0.1 MILE TO THE 18TH TEE AND THE STATION.
 MK1988'
 MK1988'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST ALONG THE
 MK1988'EDGE OF THE FAIRWAY FOR 0.1 MILE TO PACIFIC STREET, TURN RIGHT,
 MK1988'WEST, AND GO 0.1 MILE TO THE DRIVEWAY ON THE RIGHT LEADING TO
 MK1988'THE CLUBHOUSE OF THE GOLF COURSE.  FOLLOW THE DRIVEWAY FOR 0.1
 MK1988'MILE TO THE CLUBHOUSE, AND THE MARK AS DESCRIBED.
 MK1988'
 MK1988'ALL STATIONS SEEN FROM ELMWOOD, WILL REQUIRE A 77 FOOT SIGNAL AT
 MK1988'ELMWOOD.
 MK1988'
 MK1988'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0054 ***********************************************************************
 LG0054  DESIGNATION -  ELMWOOD AZ MK RESET
 LG0054  PID         -  LG0054
 LG0054  STATE/COUNTY-  NE/CASS
 LG0054  COUNTRY     -  US
 LG0054  USGS QUAD   -  ELMWOOD (2017)
 LG0054
 LG0054                         *CURRENT SURVEY CONTROL
 LG0054  ______________________________________________________________________
 LG0054* NAD 83(1986) POSITION- 40 48 45.     (N) 096 21 42.     (W)   SCALED
 LG0054* NAVD 88 ORTHO HEIGHT -   411.80  (meters)     1351.0   (feet) RESET
 LG0054  ______________________________________________________________________
 LG0054  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 LG0054  VERT ORDER      -  THIRD
 LG0054
 LG0054.The horizontal coordinates were scaled from a map and have
 LG0054.an estimated accuracy of +/- 6 seconds.
 LG0054
 LG0054.The orthometric height was computed from unverified reset data.
 LG0054
 LG0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0054.GEOID18 height accuracy estimate available here.
 LG0054
 LG0054.Click photographs - Photos may exist for this station.
 LG0054
 LG0054;                    North         East    Units  Estimated Accuracy
 LG0054;SPC NE       -   115,170.      806,810.      MT  (+/- 180 meters Scaled)
 LG0054
 LG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL225212(NAD 83)
 LG0054
 LG0054                          SUPERSEDED SURVEY CONTROL
 LG0054
 LG0054.No superseded survey control is available for this station.
 LG0054
 LG0054_MARKER: DZ = AZIMUTH MARK DISK
 LG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0054_STAMPING: ELMWOOD 1961 RESET 1964
 LG0054_MARK LOGO: CGS
 LG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0054+STABILITY: SURFACE MOTION
 LG0054
 LG0054  HISTORY     - Date     Condition        Report By
 LG0054  HISTORY     - 1964     MONUMENTED       CGS
 LG0054
 LG0054                          STATION DESCRIPTION
 LG0054
 LG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0054'3.6 MI E FROM EAGLE.
 LG0054'ABOUT 0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE
 LG0054'AT EAGLE, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 34, 0.55
 LG0054'MILES SOUTH OF TRIANGULLATION STATION ELMWOOD 1961, 59 FEET
 LG0054'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 34, 12 FEET EAST OF THE
 LG0054'CENTER OF FIELD ENTRANCE, 8 FEET EAST OF HIGHWAY STATION 179 - 00,
 LG0054'2.4 FEET EAST OF A STEEL WITNESS POST, AND 2 FEET WEST OF
 LG0054'ANOTHER STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 LG0054'POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0052 ***********************************************************************
 LG0052  DESIGNATION -  ELMWOOD RM 1
 LG0052  PID         -  LG0052
 LG0052  STATE/COUNTY-  NE/CASS
 LG0052  COUNTRY     -  US
 LG0052  USGS QUAD   -  ELMWOOD (2017)
 LG0052
 LG0052                         *CURRENT SURVEY CONTROL
 LG0052  ______________________________________________________________________
 LG0052* NAD 83(1986) POSITION- 40 49 20.45   (N) 096 21 37.01   (W)   HD_HELD1
 LG0052* NAVD 88 ORTHO HEIGHT -   408.497 (meters)     1340.21  (feet) ADJUSTED
 LG0052  ______________________________________________________________________
 LG0052  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 LG0052  DYNAMIC HEIGHT  -        408.325 (meters)     1339.65  (feet) COMP
 LG0052  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 LG0052
 LG0052  VERT ORDER      -  SECOND    CLASS 0
 LG0052
 LG0052.The horizontal coordinates were determined by differentially corrected
 LG0052.hand held GPS observations or other comparable positioning techniques
 LG0052.and have an estimated accuracy of +/- 3 meters.
 LG0052
 LG0052.The orthometric height was determined by differential leveling and
 LG0052.adjusted by the NATIONAL GEODETIC SURVEY
 LG0052.in June 1991.
 LG0052
 LG0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0052.GEOID18 height accuracy estimate available here.
 LG0052
 LG0052.Click photographs - Photos may exist for this station.
 LG0052
 LG0052.The dynamic height is computed by dividing the NAVD 88
 LG0052.geopotential number by the normal gravity value computed on the
 LG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0052.degrees latitude (g = 980.6199 gals.).
 LG0052
 LG0052.The modeled gravity was interpolated from observed gravity values.
 LG0052
 LG0052;                    North         East    Units  Estimated Accuracy
 LG0052;SPC NE       -   116,268.2     806,875.4     MT  (+/- 3 meters HH1 GPS) 
 LG0052
 LG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2261122389(NAD 83)
 LG0052
 LG0052                          SUPERSEDED SURVEY CONTROL
 LG0052
 LG0052  NGVD 29 (??/??/92)  408.404  (m)         1339.91   (f) ADJ UNCH    2 0
 LG0052
 LG0052.Superseded values are not recommended for survey control.
 LG0052
 LG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0052.See file dsdata.pdf to determine how the superseded data were derived.
 LG0052
 LG0052_MARKER: DR = REFERENCE MARK DISK
 LG0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0052_STAMPING: ELMWOOD NO 1 1961
 LG0052_MARK LOGO: CGS
 LG0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0052+STABILITY: SURFACE MOTION
 LG0052
 LG0052  HISTORY     - Date     Condition        Report By
 LG0052  HISTORY     - 1961     MONUMENTED       CGS
 LG0052  HISTORY     - 1964     GOOD             CGS
 LG0052
 LG0052                          STATION DESCRIPTION
 LG0052
 LG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0052'4 MI E FROM EAGLE.
 LG0052'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0052'EAGLE, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 34, THENCE
 LG0052'0.45 MILE NORTH ALONG THE MISSILE ROAD, THENCE 0.6 MILE
 LG0052'NORTHEAST THROUGH THE GUARD GATE TO THE EAST SIDE OF THE SITE,
 LG0052'77.9 FEET NORTH OF THE STATION, 1 FOOT WEST OF A FENCE,
 LG0052'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0052
 LG0052                          STATION RECOVERY (1964)
 LG0052
 LG0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0050 ***********************************************************************
 LG0050  DESIGNATION -  ELMWOOD RM 2
 LG0050  PID         -  LG0050
 LG0050  STATE/COUNTY-  NE/CASS
 LG0050  COUNTRY     -  US
 LG0050  USGS QUAD   -  ELMWOOD (2017)
 LG0050
 LG0050                         *CURRENT SURVEY CONTROL
 LG0050  ______________________________________________________________________
 LG0050* NAD 83(1986) POSITION- 40 49 18.90   (N) 096 21 36.98   (W)   HD_HELD1
 LG0050* NAVD 88 ORTHO HEIGHT -   407.671 (meters)     1337.50  (feet) ADJUSTED
 LG0050  ______________________________________________________________________
 LG0050  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 LG0050  DYNAMIC HEIGHT  -        407.500 (meters)     1336.94  (feet) COMP
 LG0050  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 LG0050
 LG0050  VERT ORDER      -  SECOND    CLASS 0
 LG0050
 LG0050.The horizontal coordinates were determined by differentially corrected
 LG0050.hand held GPS observations or other comparable positioning techniques
 LG0050.and have an estimated accuracy of +/- 3 meters.
 LG0050
 LG0050.The orthometric height was determined by differential leveling and
 LG0050.adjusted by the NATIONAL GEODETIC SURVEY
 LG0050.in June 1991.
 LG0050
 LG0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0050.GEOID18 height accuracy estimate available here.
 LG0050
 LG0050.Click photographs - Photos may exist for this station.
 LG0050
 LG0050.The dynamic height is computed by dividing the NAVD 88
 LG0050.geopotential number by the normal gravity value computed on the
 LG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0050.degrees latitude (g = 980.6199 gals.).
 LG0050
 LG0050.The modeled gravity was interpolated from observed gravity values.
 LG0050
 LG0050;                    North         East    Units  Estimated Accuracy
 LG0050;SPC NE       -   116,220.5     806,878.1     MT  (+/- 3 meters HH1 GPS) 
 LG0050
 LG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2261322342(NAD 83)
 LG0050
 LG0050                          SUPERSEDED SURVEY CONTROL
 LG0050
 LG0050  NGVD 29 (??/??/92)  407.578  (m)         1337.20   (f) ADJ UNCH    2 0
 LG0050
 LG0050.Superseded values are not recommended for survey control.
 LG0050
 LG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0050.See file dsdata.pdf to determine how the superseded data were derived.
 LG0050
 LG0050_MARKER: DR = REFERENCE MARK DISK
 LG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0050_STAMPING: ELMWOOD NO 2 1961
 LG0050_MARK LOGO: CGS
 LG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0050+STABILITY: SURFACE MOTION
 LG0050
 LG0050  HISTORY     - Date     Condition        Report By
 LG0050  HISTORY     - 1961     MONUMENTED       CGS
 LG0050  HISTORY     - 1964     GOOD             CGS
 LG0050
 LG0050                          STATION DESCRIPTION
 LG0050
 LG0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0050'4 MI E FROM EAGLE.
 LG0050'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0050'EAGLE, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 34, THENCE
 LG0050'0.45 MILE NORTH ALONG THE MISSILE ROAD, THENCE 0.6 MILE
 LG0050'NORTHEAST THROUGH THE GUARD GATE TO THE EAST SIDE ON THE SITE,
 LG0050'79.6 FEET SOUTH OF THE STATION, 1 FOOT WEST OF A FENCE, SET IN
 LG0050'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 LG0050'GROUND.
 LG0050
 LG0050                          STATION RECOVERY (1964)
 LG0050
 LG0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1068 ***********************************************************************
 LH1068  DESIGNATION -  ELWOOD
 LH1068  PID         -  LH1068
 LH1068  STATE/COUNTY-  NE/GOSPER
 LH1068  COUNTRY     -  US
 LH1068  USGS QUAD   -  ELWOOD (2017)
 LH1068
 LH1068                         *CURRENT SURVEY CONTROL
 LH1068  ______________________________________________________________________
 LH1068* NAD 83(1995) POSITION- 40 33 27.51706(N) 099 49 43.31825(W)   ADJUSTED
 LH1068* NAVD 88 ORTHO HEIGHT -   815.    (meters)     2674.    (feet) SCALED
 LH1068  ______________________________________________________________________
 LH1068  GEOID HEIGHT    -        -24.383 (meters)                     GEOID18
 LH1068  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LH1068  HORZ ORDER      -  SECOND
 LH1068
 LH1068.The horizontal coordinates were established by classical geodetic methods
 LH1068.and adjusted by the National Geodetic Survey in August 1997.
 LH1068
 LH1068.The orthometric height was scaled from a topographic map.
 LH1068
 LH1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1068.GEOID18 height accuracy estimate available here.
 LH1068
 LH1068.Click photographs - Photos may exist for this station.
 LH1068
 LH1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1068
 LH1068. The following values were computed from the NAD 83(1995) position.
 LH1068
 LH1068;                    North         East     Units Scale Factor Converg.
 LH1068;SPC NE       -    80,434.498   514,505.330   MT  0.99979433   +0 06 48.7
 LH1068;SPC NE       -   263,892.18  1,688,006.24   sFT  0.99979433   +0 06 48.7
 LH1068;UTM  14      - 4,489,983.111   429,840.849   MT  0.99966059   -0 32 19.9
 LH1068
 LH1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1068!SPC NE       -   0.99987594  x   0.99979433  =   0.99967030
 LH1068!UTM  14      -   0.99987594  x   0.99966059  =   0.99953658
 LH1068
 LH1068:                Primary Azimuth Mark                     Grid Az
 LH1068:SPC NE       -  ELWOOD AZ MK                             353 19 39.7
 LH1068:UTM  14      -  ELWOOD AZ MK                             353 58 48.3
 LH1068
 LH1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2984089983(NAD 83)
 LH1068
 LH1068|---------------------------------------------------------------------|
 LH1068| PID    Reference Object                     Distance      Geod. Az  |
 LH1068|                                                           dddmmss.s |
 LH1068| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX.14.9 KM 0013126.7 |
 LH1068| CN9243 ELWOOD RM 1                          19.026 METERS 00434     |
 LH1068| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.15.1 KM 0262503.9 |
 LH1068| LH1059 HOPE LUTHERAN CHURCH BELFRY         APPROX.12.6 KM 0850403.9 |
 LH1068| LH1057 BERTRAND MUNICIPAL TANK             APPROX.16.8 KM 1003127.7 |
 LH1068| LH1058 BERTRAND IMMAN LUTH CH CROSS        APPROX.17.0 KM 1020447.7 |
 LH1068| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.15.5 KM 1921820.8 |
 LH1068| CN9244 ELWOOD RM 2                          29.958 METERS 23244     |
 LH1068| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.15.1 KM 2432516.4 |
 LH1068| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX. 4.5 KM 3244307.2 |
 LH1068| CN9242 ELWOOD AZ MK                                       3532628.4 |
 LH1068|---------------------------------------------------------------------|
 LH1068
 LH1068                          SUPERSEDED SURVEY CONTROL
 LH1068
 LH1068  NAD 83(1986)-  40 33 27.52255(N)    099 49 43.32185(W) AD(       ) 2
 LH1068  NAD 27      -  40 33 27.50300(N)    099 49 41.89400(W) AD(       ) 2
 LH1068
 LH1068.Superseded values are not recommended for survey control.
 LH1068
 LH1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1068.See file dsdata.pdf to determine how the superseded data were derived.
 LH1068
 LH1068_MARKER: DS = TRIANGULATION STATION DISK
 LH1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1068_STAMPING: ELWOOD 1951
 LH1068_MARK LOGO: CGS
 LH1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1068+STABILITY: SURFACE MOTION
 LH1068
 LH1068  HISTORY     - Date     Condition        Report By
 LH1068  HISTORY     - 1951     MONUMENTED       CGS
 LH1068  HISTORY     - 1964     GOOD             LOCENG
 LH1068  HISTORY     - 20060513 GOOD             GEOCAC
 LH1068
 LH1068                          STATION DESCRIPTION
 LH1068
 LH1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1068'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ELWOOD, ON
 LH1068'THE HIGHEST HILL IN THE VICINITY AND JUST SOUTHEAST OF THE CENTER
 LH1068'OF A CURVE WHERE NORTH-SOUTH GRADED ROAD CURVES AROUND THE HEAD
 LH1068'OF A CANYON.  IT IS 36.0 FEET SOUTHEAST OF THE CENTER OF A CURVE
 LH1068'IN A GRADED ROAD, 14.0 FEET NORTHWEST OF A FENCE CORNER AND 3.0
 LH1068'FEET WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 LH1068'STAMPED ELWOOD 1951.
 LH1068'
 LH1068'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1068'NORTH-SOUTH GRADED ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 LH1068'LINE.  IT PROJECTS 5 INCHES AND IS STAMPED ELWOOD NO 1 1951.
 LH1068'
 LH1068'REFERENCE MARK NO. 2 IS 40.0 FEET SOUTH OF THE CENTER OF THE
 LH1068'CURVE IN A GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE LINE
 LH1068'WHICH CURVES TO THE SOUTH.  IT PROJECTS 5 INCHES AND IS STAMPED
 LH1068'ELWOOD NO 2 1951.
 LH1068'
 LH1068'THE DISTANCE BETWEEN REFERENCE MARKS IS 147.3 FEET.
 LH1068'
 LH1068'THE AZIMUTH MARK IS 37.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1068'GRADED ROAD, 15.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST FARM
 LH1068'LANE, 13.0 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET SOUTHWEST
 LH1068'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED ELWOOD
 LH1068'1951.
 LH1068'
 LH1068'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO EAST ON
 LH1068'STATE HIGHWAY 23 FOR 1.55 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH,
 LH1068'ON A GRADED ROAD FOR 1.35 MILES TO A FARM LANE LEADING WEST AND THE
 LH1068'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE
 LH1068'GRADED ROAD FOR 1.0 MILE TO WHERE IT CURVES AROUND THE HEAD OF A
 LH1068'CANYON AND TO THE TOP OF THE HILL AND THE STATION ON THE LEFT
 LH1068'AS DESCRIBED.
 LH1068'
 LH1068'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1068
 LH1068                          STATION RECOVERY (1964)
 LH1068
 LH1068'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MSF)
 LH1068'ELWOOD 1951 (STA.) RECOVERED GOOD.
 LH1068'
 LH1068'ELWOOD NO 1 1951 RECOVERED GOOD.
 LH1068'
 LH1068'ELWOOD NO 2 1951 RECOVERED GOOD.
 LH1068'
 LH1068'ELWOOD 1951 (AZ. MK.) RECOVERED GOOD.
 LH1068
 LH1068                          STATION RECOVERY (2006)
 LH1068
 LH1068'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1068'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 LH1068'GOOD CONDITION.  THE STATION AND BOTH REFERENCE MARKS ARE ALONG THE
 LH1068'EAST SIDE OF COUNTY ROAD 428.  REFERENCE MARK NO. 2 IS NOW LOCATED
 LH1068'ABOUT SEVEN FEET SOUTH OF A BARBED WIRE FENCE.  SEARCHED FOR BUT COULD
 LH1068'NOT FIND THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1066 ***********************************************************************
 LH1066  DESIGNATION -  ELWOOD GRADE SCHOOL BELFRY
 LH1066  PID         -  LH1066
 LH1066  STATE/COUNTY-  NE/GOSPER
 LH1066  COUNTRY     -  US
 LH1066  USGS QUAD   -  ELWOOD (2017)
 LH1066
 LH1066                         *CURRENT SURVEY CONTROL
 LH1066  ______________________________________________________________________
 LH1066* NAD 83(1995) POSITION- 40 35 13.33584(N) 099 51 39.35546(W)   ADJUSTED
 LH1066  ______________________________________________________________________
 LH1066  GEOID HEIGHT    -        -24.241 (meters)                     GEOID18
 LH1066  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 LH1066  HORZ ORDER      -  THIRD
 LH1066
 LH1066.The horizontal coordinates were established by classical geodetic methods
 LH1066.and adjusted by the National Geodetic Survey in August 1997.
 LH1066
 LH1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1066.GEOID18 height accuracy estimate available here.
 LH1066
 LH1066.Click photographs - Photos may exist for this station.
 LH1066
 LH1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1066
 LH1066. The following values were computed from the NAD 83(1995) position.
 LH1066
 LH1066;                    North         East     Units Scale Factor Converg.
 LH1066;SPC NE       -    83,692.997   511,770.704   MT  0.99978606   +0 05 31.8
 LH1066;SPC NE       -   274,582.77  1,679,034.38   sFT  0.99978606   +0 05 31.8
 LH1066;UTM  14      - 4,493,272.115   427,143.843   MT  0.99966533   -0 33 36.5
 LH1066
 LH1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2714393272(NAD 83)
 LH1066
 LH1066                          SUPERSEDED SURVEY CONTROL
 LH1066
 LH1066  NAD 83(1986)-  40 35 13.34078(N)    099 51 39.35882(W) AD(       ) 3
 LH1066  NAD 27      -  40 35 13.32000(N)    099 51 37.93000(W) AD(       ) 3
 LH1066
 LH1066.Superseded values are not recommended for survey control.
 LH1066
 LH1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1066.See file dsdata.pdf to determine how the superseded data were derived.
 LH1066
 LH1066_MARKER: 75 = BELFRY
 LH1066
 LH1066  HISTORY     - Date     Condition        Report By
 LH1066  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1066  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1066
 LH1066                          STATION DESCRIPTION
 LH1066
 LH1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1066'ELWOOD PUBLIC GRADE SCHOOL.  RED BRICK BUILDING WITH OPEN BELFRY,
 LH1066'LOCATED ON SOUTH SIDE OF TOWN.  OBSERVED UPON FINIAL OF BELFRY.
 LH1066'
 LH1066'OBSERVED FROM GOLD AND BRACE.
 LH1066
 LH1066                          STATION RECOVERY (2006)
 LH1066
 LH1066'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1066'THE SITE IS NOW OCCUPIED BY A MODERN BUILDING SERVING AS AN ASSISTED
 LH1066'LIVING FACILITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1067 ***********************************************************************
 LH1067  DESIGNATION -  ELWOOD MUNICIPAL STANDPIPE
 LH1067  PID         -  LH1067
 LH1067  STATE/COUNTY-  NE/GOSPER
 LH1067  COUNTRY     -  US
 LH1067  USGS QUAD   -  ELWOOD (2017)
 LH1067
 LH1067                         *CURRENT SURVEY CONTROL
 LH1067  ______________________________________________________________________
 LH1067* NAD 83(1995) POSITION- 40 35 25.56002(N) 099 51 32.89172(W)   ADJUSTED
 LH1067  ______________________________________________________________________
 LH1067  GEOID HEIGHT    -        -24.232 (meters)                     GEOID18
 LH1067  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 LH1067  HORZ ORDER      -  THIRD
 LH1067
 LH1067.The horizontal coordinates were established by classical geodetic methods
 LH1067.and adjusted by the National Geodetic Survey in August 1997.
 LH1067
 LH1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1067.GEOID18 height accuracy estimate available here.
 LH1067
 LH1067.Click photographs - Photos may exist for this station.
 LH1067
 LH1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1067
 LH1067. The following values were computed from the NAD 83(1995) position.
 LH1067
 LH1067;                    North         East     Units Scale Factor Converg.
 LH1067;SPC NE       -    84,070.230   511,922.060   MT  0.99978512   +0 05 36.1
 LH1067;SPC NE       -   275,820.41  1,679,530.96   sFT  0.99978512   +0 05 36.1
 LH1067;UTM  14      - 4,493,647.555   427,299.465   MT  0.99966506   -0 33 32.5
 LH1067
 LH1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2729993647(NAD 83)
 LH1067
 LH1067                          SUPERSEDED SURVEY CONTROL
 LH1067
 LH1067  NAD 83(1986)-  40 35 25.56501(N)    099 51 32.89505(W) AD(       ) 3
 LH1067  NAD 27      -  40 35 25.55100(N)    099 51 31.46400(W) AD(       ) 3
 LH1067
 LH1067.Superseded values are not recommended for survey control.
 LH1067
 LH1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1067.See file dsdata.pdf to determine how the superseded data were derived.
 LH1067
 LH1067_MARKER: 52 = STANDPIPE TANK
 LH1067
 LH1067  HISTORY     - Date     Condition        Report By
 LH1067  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1067  HISTORY     - 1951     GOOD             CGS
 LH1067  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1067
 LH1067                          STATION DESCRIPTION
 LH1067
 LH1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1067'ELWOOD MUNICIPAL STANDPIPE, STEEL, ABOUT 90 FEET HIGH, 7 FEET IN
 LH1067'DIAMETER, LOCATED ON NORTH SIDE OF MAIN STREET, WHICH IS ALSO
 LH1067'STATE HIGHWAY 21.  OBSERVED CENTER.
 LH1067'
 LH1067'OBSERVED FROM GOLD, BRACE, MUDDY, AND EARL.
 LH1067
 LH1067                          STATION RECOVERY (1951)
 LH1067
 LH1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1067'THE STATION IS LOCATED IN THE EAST EDGE OF THE TOWN OF ELMWOOD,
 LH1067'60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23 AND 30 FEET EAST
 LH1067'OF THE CENTER OF A NORTH-SOUTH ALLEY.
 LH1067'
 LH1067'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP AND THE
 LH1067'OVERALL HEIGHT IS 98 FEET.
 LH1067'
 LH1067'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 LH1067'
 LH1067'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1067
 LH1067                          STATION RECOVERY (2006)
 LH1067
 LH1067'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1067'THE SITE IS NOW OCCUPIED BY THE ELWOOD PUBLIC LIBRARY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1179 ***********************************************************************
 LG1179  DESIGNATION -  EMERALD
 LG1179  PID         -  LG1179
 LG1179  STATE/COUNTY-  NE/LANCASTER
 LG1179  COUNTRY     -  US
 LG1179  USGS QUAD   -  EMERALD (2017)
 LG1179
 LG1179                         *CURRENT SURVEY CONTROL
 LG1179  ______________________________________________________________________
 LG1179* NAD 83(1995) POSITION- 40 47 57.20635(N) 096 50 17.59628(W)   ADJUSTED
 LG1179* NAVD 88 ORTHO HEIGHT -   408.    (meters)     1339.    (feet) SCALED
 LG1179  ______________________________________________________________________
 LG1179  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 LG1179  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 LG1179  HORZ ORDER      -  SECOND
 LG1179
 LG1179.The horizontal coordinates were established by classical geodetic methods
 LG1179.and adjusted by the National Geodetic Survey in August 1997.
 LG1179
 LG1179.The orthometric height was scaled from a topographic map.
 LG1179
 LG1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1179.GEOID18 height accuracy estimate available here.
 LG1179
 LG1179.Click photographs - Photos may exist for this station.
 LG1179
 LG1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1179
 LG1179. The following values were computed from the NAD 83(1995) position.
 LG1179
 LG1179;                    North         East     Units Scale Factor Converg.
 LG1179;SPC NE       -   112,117.700   766,692.023   MT  0.99973407   +2 05 43.1
 LG1179;SPC NE       -   367,839.49  2,515,388.75   sFT  0.99973407   +2 05 43.1
 LG1179;UTM  14      - 4,518,717.944   682,365.895   MT  1.00000936   +1 24 46.5
 LG1179
 LG1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1179!SPC NE       -   0.99994012  x   0.99973407  =   0.99967421
 LG1179!UTM  14      -   0.99994012  x   1.00000936  =   0.99994948
 LG1179
 LG1179:                Primary Azimuth Mark                     Grid Az
 LG1179:SPC NE       -  EMERALD AZ MK                            022 54 33.5
 LG1179:UTM  14      -  EMERALD AZ MK                            023 35 30.1
 LG1179
 LG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8236518717(NAD 83)
 LG1179
 LG1179|---------------------------------------------------------------------|
 LG1179| PID    Reference Object                     Distance      Geod. Az  |
 LG1179|                                                           dddmmss.s |
 LG1179| CL6472 EMERALD RM 1 RESET                   19.578 METERS 00102     |
 LG1179| CL6471 EMERALD RM 1                         19.647 METERS 00118     |
 LG1179| CL6470 EMERALD AZ MK RESET                                02436     |
 LG1179| CL6469 EMERALD AZ MK                                      0250016.6 |
 LG1179| LG1124 LINCOLN ST THOMAS ORPHAN CROSS                     08758     |
 LG1179| CL6473 EMERALD RM 2                          9.107 METERS 08946     |
 LG1179| LG1112 LINCOLN STATE HOSPITAL TANK                        10701     |
 LG1179| LG1184 EMERALD ST JOHNS LUTHERAN CH        APPROX. 3.8 KM 2944124.3 |
 LG1179|---------------------------------------------------------------------|
 LG1179
 LG1179                          SUPERSEDED SURVEY CONTROL
 LG1179
 LG1179  NAD 83(1986)-  40 47 57.21646(N)    096 50 17.59443(W) AD(       ) 2
 LG1179  NAD 27      -  40 47 57.19300(N)    096 50 16.51900(W) AD(       ) 2
 LG1179
 LG1179.Superseded values are not recommended for survey control.
 LG1179
 LG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1179.See file dsdata.pdf to determine how the superseded data were derived.
 LG1179
 LG1179_MARKER: DS = TRIANGULATION STATION DISK
 LG1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1179_STAMPING: EMERALD 1947
 LG1179_MARK LOGO: CGS
 LG1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1179+STABILITY: SURFACE MOTION
 LG1179
 LG1179  HISTORY     - Date     Condition        Report By
 LG1179  HISTORY     - 1947     MONUMENTED       CGS
 LG1179  HISTORY     - 1966     GOOD             NEDR
 LG1179  HISTORY     - 1968     GOOD             CGS
 LG1179  HISTORY     - 1976     GOOD             NGS
 LG1179  HISTORY     - 1976     GOOD             NGS
 LG1179  HISTORY     - 1981     GOOD             LOCENG
 LG1179  HISTORY     - 19881017 SEE DESCRIPTION  NGS
 LG1179
 LG1179                          STATION DESCRIPTION
 LG1179
 LG1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1179'THE STATION IS LOCATED ABOUT 8.0 MILES DUE WEST OF THE CENTER
 LG1179'OF LINCOLN AND 1.0 MILE SOUTH OF THE SMALL SETTLEMENT OF
 LG1179'EMERALD.  IT IS 0.1 MILE WEST OF NORTH-SOUTH GRAVEL ROAD
 LG1179'AND 33 FEET SOUTH OF EAST-WEST ROAD.  IT IS STAMPED EMERALD
 LG1179'1947 AND PROJECTS 6 INCHES.
 LG1179'
 LG1179'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 33 FEET NORTH
 LG1179'OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT SOUTH OF EAST-WEST
 LG1179'FENCE LINE.  IT IS STAMPED EMERALD NO 1 1947 AND PROJECTS 6 INCHES.
 LG1179'
 LG1179'REFERENCE MARK NO 2 IS EAST OF THE STATION, 33 FEET SOUTH
 LG1179'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF EAST-
 LG1179'WEST FENCE LINE.  IT IS STAMPED EMERALD NO 2 1947 AND PROJECTS
 LG1179'6 INCHES.
 LG1179'
 LG1179'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTH-NORTHEAST OF THE
 LG1179'STATION, 0.25 MILE EAST OF THE SKELLY SERVICE STATION, 65
 LG1179'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 6 AND 1 FOOT SOUTH
 LG1179'OF EAST-WEST FENCE LINE.  IT IS STAMPED EMERALD 1947 AND PROJECTS
 LG1179'6 INCHES.  TO REACH FROM THE SKELLY SERVICE STATION IN THE WEST
 LG1179'EDGE OF EMERALD, GO EAST ON U.S. HIGHWAY NO 6 FOR 0.25 MILE TO THE
 LG1179'MARK ON THE NORTH SIDE OF THE HIGHWAY AS DESCRIBED.
 LG1179'
 LG1179'TO REACH THE STATION FROM THE SKELLY SERVICE STATION IN THE
 LG1179'WEST EDGE OF EMERALD, GO SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO
 LG1179'CROSSROAD, TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE TOP
 LG1179'OF A SMALL RIDGE AND STATION ON THE SOUTH SIDE IN FENCE LINE
 LG1179'AS DESCRIBED.
 LG1179'
 LG1179'A 74 FOOT SIGNAL AT STATION MILFORD IS VISIBLE AT 10 FEET.
 LG1179'
 LG1179'A 47 FOOT SIGNAL AT STATION HAPPY IS VISIBLE AT 10 FEET.
 LG1179'
 LG1179'A 47 FOOT SIGNAL AT STATION CORN IS VISIBLE AT 10 FEET.
 LG1179'
 LG1179'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 LG1179
 LG1179                          STATION RECOVERY (1966)
 LG1179
 LG1179'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1179'THE STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION
 LG1179'AS PREVIOUSLY DESCRIBED.  R.M. NO. 1 DISK WAS FOUND BUT THE
 LG1179'REFERENCE MARK WAS DESTROYED.  THE AZIMUTH MARK WAS NOT FOUND.
 LG1179'
 LG1179'R.M. NO. 1 WAS RESET IN APPROXIMATELY THE SAME LOCATION,
 LG1179'USING THE ORIGINAL BRASS CAP STAMPED, EMERALD REF. NO. 1,
 LG1179'RESET 1966.
 LG1179'
 LG1179'THE AZIMUTH MARK WAS RESET IN APPROXIMATELY THE SAME AREA
 LG1179'USING A NEW NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 LG1179'MARK DISK STAMPED, EMERALD 1947, RESET 1966, 1 MILE NORTH
 LG1179'OF THE STATION AND 0.3 OF A MILE EAST ON HIGHWAY NO. 6, 60 FT.
 LG1179'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FT. WEST OF A WITNESS
 LG1179'POST AND BY THE WEST GATE POST TO THE GOVERNMENT GRAIN BINS.
 LG1179'
 LG1179'TO REACH, INFORMATION FOR THE STATION IS ADEQUATE.  ADDITIONAL
 LG1179'INFORMATION- FROM THE INTERSECTION AT 10TH AND O STREETS IN
 LG1179'LINCOLN, NEBRASKA, PROCEED WEST ON O STREET (HIGHWAY NO. 6)
 LG1179'FOR 6.7 MILES TO A NORTH-SOUTH SECTION LINE ROAD (STATE SPUR
 LG1179'NO. 806), TURN LEFT, (SOUTH) AND CONTINUE FOR 1 MILE TO AN
 LG1179'EAST-WEST SECTION LINE GRAVELED ROAD, TURN RIGHT (WEST) AND
 LG1179'PROCEED FOR 0.15 MILE TO STATION AS PREVIOUSLY DESCRIBED.
 LG1179
 LG1179                          STATION RECOVERY (1968)
 LG1179
 LG1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1179'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 LG1179'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 LG1179'MARK WERE DESTROYED BY ROAD CONSTRUCTION.
 LG1179'
 LG1179'A NEW REFERENCE MARK AND AN AZIMUTH MARK WERE SET BY THE
 LG1179'DEPARTMENT OF ROADS IN LINCOLN.
 LG1179'
 LG1179'FOLLOWING IS A NEW DESCRIPTION.
 LG1179'
 LG1179'TO REACH THE STATION FROM THE CROSSROAD IN EMERALD, GO SOUTH
 LG1179'ON A SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LG1179'WEST ON A GRAVELED ROAD FOR 0.1 MILE TO TOP OF HILL AND THE
 LG1179'STATION ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THE
 LG1179'CROSSROAD IN EMERALD, GO EAST ON U.S. HIGHWAY 6 FOR 0.3 MILE TO
 LG1179'DRIVEWAY LEADING TO STORAGE BINS AND THE AZIMUTH MARK ON THE
 LG1179'LEFT.)
 LG1179'
 LG1179'STATION MARK, A STANDARD DISK STAMPED EMERALD 1947, IS SET
 LG1179'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LG1179'IT IS 31.5 FEET SOUTH OF THE CENTER OF ROAD, 6 FEET EAST-NORTHEAST
 LG1179'OF A LARGE BRACE POST, 2.5 FEET NORTH OF A FENCE, AND 2 FEET
 LG1179'NORTH-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 LG1179'MARK WAS NOT INSPECTED.
 LG1179'
 LG1179'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EMERALD NO. 1
 LG1179'1947 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LG1179'WITH THE SURFACE OF THE GROUND.  IT IS 32.5 FEET NORTH OF THE
 LG1179'CENTER OF ROAD, 9 FEET EAST OF A POWERLINE POLE, AND IN AN
 LG1179'EAST-WEST FENCELINE.
 LG1179'
 LG1179'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EMERALD NO. 2
 LG1179'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG1179'4 INCHES.  IT IS 36 FEET EAST OF A LARGE BRACE POST, 30 FEET
 LG1179'SOUTH OF THE CENTER OF ROAD, AND 2.5 FEET NORTH OF A FENCE.
 LG1179'
 LG1179'AZIMUTH MARK, IS A DEPARTMENT OF ROADS DISK STAMPED EMERALD
 LG1179'1947 RESET 1966, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LG1179'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73 FEET NORTH
 LG1179'OF THE CENTER OF U.S. HIGHWAY 6, 1.5 FEET SOUTH-SOUTHWEST OF WEST
 LG1179'GATE POST, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AT THE
 LG1179'WEST SIDE OF DRIVEWAY AND AT SOUTH SIDE OF A CYCLONE FENCE
 LG1179'AROUND STORAGE BINS.
 LG1179'
 LG1179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE SOUTH OF
 LG1179'EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1976)
 LG1179
 LG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HED)
 LG1179'REFER TO QUAD 400964 PAGE 1024 STATION, REF 1 REF 2 AND AZIMUTH
 LG1179'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1179'
 LG1179'NEAREST TOWN--EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1976)
 LG1179
 LG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1179'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK 1966
 LG1179'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 LG1179'
 LG1179'A 3/4 INCH REBAR, 3 FEET IN LENGTH WAS DRIVEN INTO THE GROUND BESIDE
 LG1179'THE STATION MARK AND THE AZIMUTH MARK.
 LG1179'
 LG1179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE SOUTH OF
 LG1179'EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1981)
 LG1179
 LG1179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1179'EMERALD 1947 RECOVERED (GOOD).
 LG1179'
 LG1179'EMERALD NO. 1 1947 RECOVERED (GOOD).
 LG1179'
 LG1179'EMERALD NO. 2 1947 RECOVERED (GOOD).
 LG1179'
 LG1179'DESCRIPTION ADEQUATE.
 LG1179'
 LG1179'(STATION MARK) AZI MARK STAMPED EMERALD 1947 RESET 1966.
 LG1179'
 LG1179'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI SOUTH OF EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1988)
 LG1179
 LG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG1179'THE OLD SURFACE MARK WAS FOUND DESTROYED.  A NEW SURFACE MARK WAS SET
 LG1179'DIRECTLY OVER THE ORIGINAL UNDERGROUND MARK, USING AN OPTICAL PLUMMET.
 LG1179'CHECK ANGLES WERE OBTAINED TO DISTANT OBJECTS.  FOR FURTHER DETAILS,
 LG1179'SEE THE DESCRIPTION TO EMERALD RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4112 ***********************************************************************
 AB4112  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4112  CBN         -  This is a Cooperative Base Network Control Station.
 AB4112  DESIGNATION -  EMERALD RESET
 AB4112  PID         -  AB4112
 AB4112  STATE/COUNTY-  NE/LANCASTER
 AB4112  COUNTRY     -  US
 AB4112  USGS QUAD   -  EMERALD (2017)
 AB4112
 AB4112                         *CURRENT SURVEY CONTROL
 AB4112  ______________________________________________________________________
 AB4112* NAD 83(2011) POSITION- 40 47 57.20826(N) 096 50 17.59614(W)   ADJUSTED
 AB4112* NAD 83(2011) ELLIP HT-   382.111 (meters)        (06/27/12)   ADJUSTED
 AB4112* NAD 83(2011) EPOCH   -  2010.00
 AB4112* NAVD 88 ORTHO HEIGHT -   408.47  (meters)     1340.1   (feet) GPS OBS
 AB4112  ______________________________________________________________________
 AB4112  NAVD 88 orthometric height was determined with an earlier geoid model
 AB4112  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 AB4112  NAD 83(2011) X  -   -575,742.710 (meters)                     COMP
 AB4112  NAD 83(2011) Y  - -4,801,080.455 (meters)                     COMP
 AB4112  NAD 83(2011) Z  -  4,145,819.889 (meters)                     COMP
 AB4112  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 AB4112
 AB4112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4112  Standards:
 AB4112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4112  -------------------------------------------------------------------
 AB4112  NETWORK    0.32   0.55           0.14   0.12   0.28      0.00573132
 AB4112  -------------------------------------------------------------------
 AB4112  Click here for local accuracies and other accuracy information.
 AB4112
 AB4112.The horizontal coordinates were established by GPS observations
 AB4112.and adjusted by the National Geodetic Survey in June 2012.
 AB4112
 AB4112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4112.been affixed to the stable North American tectonic plate. See 
 AB4112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4112
 AB4112.The horizontal coordinates are valid at the epoch date displayed above
 AB4112.which is a decimal equivalence of Year/Month/Day.
 AB4112
 AB4112.The orthometric height was determined by GPS observations and a
 AB4112.high-resolution geoid model using precise GPS observation and
 AB4112.processing techniques.
 AB4112
 AB4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4112.GEOID18 height accuracy estimate available here.
 AB4112
 AB4112.Click photographs - Photos may exist for this station.
 AB4112
 AB4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4112
 AB4112.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4112
 AB4112.The ellipsoidal height was determined by GPS observations
 AB4112.and is referenced to NAD 83.
 AB4112
 AB4112. The following values were computed from the NAD 83(2011) position.
 AB4112
 AB4112;                    North         East     Units Scale Factor Converg.
 AB4112;SPC NE       -   112,117.759   766,692.024   MT  0.99973407   +2 05 43.1
 AB4112;SPC NE       -   367,839.68  2,515,388.75   sFT  0.99973407   +2 05 43.1
 AB4112;UTM  14      - 4,518,718.003   682,365.897   MT  1.00000936   +1 24 46.5
 AB4112
 AB4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4112!SPC NE       -   0.99994006  x   0.99973407  =   0.99967415
 AB4112!UTM  14      -   0.99994006  x   1.00000936  =   0.99994942
 AB4112
 AB4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8236518718(NAD 83)
 AB4112
 AB4112                          SUPERSEDED SURVEY CONTROL
 AB4112
 AB4112  NAD 83(2007)-  40 47 57.20826(N)    096 50 17.59668(W) AD(2002.00) 0
 AB4112  ELLIP H (02/10/07)  382.130  (m)                       GP(2002.00)    
 AB4112  ELLIP H (07/10/01)  382.088  (m)                       GP(       ) 4 1
 AB4112  NAD 83(1995)-  40 47 57.20788(N)    096 50 17.59586(W) AD(       ) B
 AB4112  ELLIP H (06/25/96)  382.167  (m)                       GP(       ) 1 1
 AB4112  NAVD 88 (06/25/96)  408.5    (m)  GEOID93  model used  GPS OBS        
 AB4112
 AB4112.Superseded values are not recommended for survey control.
 AB4112
 AB4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4112.See file dsdata.pdf to determine how the superseded data were derived.
 AB4112
 AB4112_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4112_STAMPING: EMERALD 1947 1988
 AB4112_MARK LOGO: NGS
 AB4112_PROJECTION: FLUSH
 AB4112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4112+STABILITY: SURFACE MOTION
 AB4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4112+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2020
 AB4112
 AB4112  HISTORY     - Date     Condition        Report By
 AB4112  HISTORY     - 1988     MONUMENTED       NGS
 AB4112  HISTORY     - 20000605 GOOD             NEDR
 AB4112  HISTORY     - 2002     GOOD             NEDR
 AB4112  HISTORY     - 20060205 GOOD             GEOCAC
 AB4112  HISTORY     - 20161210 GOOD             WOOLPT
 AB4112  HISTORY     - 20200302 GOOD             NEGS
 AB4112
 AB4112                          STATION DESCRIPTION
 AB4112
 AB4112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 AB4112'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF LINCOLN, 4 MI (6.4 KM)
 AB4112'NORTH OF DENTON, 1 MI (1.6 KM) SOUTH OF EMERALD, IN THE NE1/4, SEC34,
 AB4112'T10N, R5E AND ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD,
 AB4112'WEST A STREET.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 34
 AB4112'AND STATE HIGHWAY 55A SPUR, WEST O STREET AND NORTHWEST 84TH STREET,
 AB4112'IN EMERALD, GO SOUTH ON NORTHWEST 84TH STREET FOR 1.0 MI (1.6 KM) TO A
 AB4112'GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST ON WEST A STREET FOR 0.1
 AB4112'MI (0.2 KM) TO THE MARK ON THE LEFT, AT A FIELD ENTRANCE.  THE DISK IS
 AB4112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.25 FT
 AB4112'(7.62 CM) ABOVE THE GROUND SURFACE.  IT IS 31.0 FT (9.4 M) SOUTH OF
 AB4112'THE CENTERLINE OF WEST A STREET, 7.0 FT (2.1 M) WEST OF A WITNESS POST
 AB4112'AND 2.5 FT (0.8 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  REBAR WAS
 AB4112'DRIVEN ALONG THE WEST SIDE OF THE MARK.
 AB4112
 AB4112                          STATION RECOVERY (2000)
 AB4112
 AB4112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4112'RECOVERED AS DESCRIBED.
 AB4112
 AB4112                          STATION RECOVERY (2002)
 AB4112
 AB4112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4112'RECOVERED AS DESCRIBED.
 AB4112
 AB4112                          STATION RECOVERY (2006)
 AB4112
 AB4112'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 AB4112'AS DESCRIBED, EXCEPT THE MARK IS APPROX 2.1 M (7 .0 FT) EAST OF A
 AB4112'WITNESS POST, AND THE SOUTH RIGHT-OF-WAY FENCE HAS BEEN REMOVED.
 AB4112
 AB4112                          STATION RECOVERY (2016)
 AB4112
 AB4112'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 AB4112'RECOVERED IN GOOD CONDITION.
 AB4112
 AB4112                          STATION RECOVERY (2020)
 AB4112
 AB4112'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 AB4112'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY SPUR
 AB4112'55A ( WEST O ST. AND NORTHWEST 84TH STREET) IN EMERALD NORTHEAST, GO
 AB4112'SOUTH ON NORTHWEST 84TH ST. FOR APPROXIMATELY 1.0 MI (1.6 KM) TO THE
 AB4112'INTERSECTION OF NW 84TH ST AND WEST A.  GO WEST ON WEST A FOR
 AB4112'APPROXIMATELY 0.17 MI (0.27 KM) TO THE BENCH MARK ON THE LEFT (SOUTH).
 AB4112'IT IS 29.95 FT (9.1 M) WEST OF EMERALD REFERENCE MARK, 214.00 FT (65.2
 AB4112'M) WEST OF THE APPROXIMATE CENTERLINE OF A FIELD ENTRANCE AND 1.0 FT
 AB4112'(0.3 M) EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1184 ***********************************************************************
 LG1184  DESIGNATION -  EMERALD ST JOHNS LUTHERAN CH
 LG1184  PID         -  LG1184
 LG1184  STATE/COUNTY-  NE/LANCASTER
 LG1184  COUNTRY     -  US
 LG1184  USGS QUAD   -  PLEASANT DALE (2017)
 LG1184
 LG1184                         *CURRENT SURVEY CONTROL
 LG1184  ______________________________________________________________________
 LG1184* NAD 83(1995) POSITION- 40 48 49.17694(N) 096 52 46.46059(W)   ADJUSTED
 LG1184  ______________________________________________________________________
 LG1184  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 LG1184  LAPLACE CORR    -          7.09  (seconds)                    DEFLEC18
 LG1184  HORZ ORDER      -  THIRD
 LG1184
 LG1184.The horizontal coordinates were established by classical geodetic methods
 LG1184.and adjusted by the National Geodetic Survey in August 1997.
 LG1184
 LG1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1184.GEOID18 height accuracy estimate available here.
 LG1184
 LG1184.Click photographs - Photos may exist for this station.
 LG1184
 LG1184.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1184
 LG1184. The following values were computed from the NAD 83(1995) position.
 LG1184
 LG1184;                    North         East     Units Scale Factor Converg.
 LG1184;SPC NE       -   113,592.659   763,147.795   MT  0.99973102   +2 04 04.4
 LG1184;SPC NE       -   372,678.58  2,503,760.72   sFT  0.99973102   +2 04 04.4
 LG1184;UTM  14      - 4,520,235.393   678,838.525   MT  0.99999367   +1 23 10.6
 LG1184
 LG1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7883820235(NAD 83)
 LG1184
 LG1184                          SUPERSEDED SURVEY CONTROL
 LG1184
 LG1184  NAD 83(1986)-  40 48 49.18683(N)    096 52 46.45846(W) AD(       ) 3
 LG1184  NAD 27      -  40 48 49.16000(N)    096 52 45.38000(W) AD(       ) 3
 LG1184
 LG1184.Superseded values are not recommended for survey control.
 LG1184
 LG1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1184.See file dsdata.pdf to determine how the superseded data were derived.
 LG1184
 LG1184_MARKER: 90 = CHURCH SPIRE
 LG1184
 LG1184  HISTORY     - Date     Condition        Report By
 LG1184  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1184  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 LG1184
 LG1184                          STATION DESCRIPTION
 LG1184
 LG1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1184'THE STATION IS THE SPIRE ON THE TOP OF THE ST JOHNS EVANGELICAL
 LG1184'LUTHERAN CHURCH, LOCATED ABOUT 2.0 MILES WEST OF THE SMALL
 LG1184'SETTLEMENT OF EMERALD ALONG U.S. HIGHWAY NO 6.  IT IS A WHITE
 LG1184'FRAME STRUCTURE WITH A CONE SHAPED CUPOLA OVER THE NORTH
 LG1184'AND MAIN ENTRANCE WITH A SPIRE ON TOP OF CUPOLA.  POINT OBSERVED
 LG1184'UPON, SPIRE ON TOP OF CUPOLA.
 LG1184
 LG1184                          STATION RECOVERY (2001)
 LG1184
 LG1184'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1184'CHURCH NO LONGER EXISTS.  SITE LOCATED AT U.S. HIGYWAY 6 AND S.W.
 LG1184'112TH STREET, 2.5 MILES WEST OF EMERALD, NEBR.  THE CHURCH BURNED MANY
 LG1184'YEARS AGO AND WAS SUBSEQUENTLY TORN DOWN.  SITE OF CHURCH IS NOW A
 LG1184'PRIVATE HOME.  THE STATION SHOULD BE DELETED FROM THE DATA BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0685 ***********************************************************************
 NN0685  DESIGNATION -  EMMET
 NN0685  PID         -  NN0685
 NN0685  STATE/COUNTY-  NE/HOLT
 NN0685  COUNTRY     -  US
 NN0685  USGS QUAD   -  EMMET (2017)
 NN0685
 NN0685                         *CURRENT SURVEY CONTROL
 NN0685  ______________________________________________________________________
 NN0685* NAD 83(1995) POSITION- 42 28 47.56493(N) 098 47 49.96135(W)   ADJUSTED
 NN0685* NAVD 88 ORTHO HEIGHT -   629.    (meters)     2064.    (feet) SCALED
 NN0685  ______________________________________________________________________
 NN0685  GEOID HEIGHT    -        -24.286 (meters)                     GEOID18
 NN0685  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 NN0685  HORZ ORDER      -  SECOND
 NN0685
 NN0685.The horizontal coordinates were established by classical geodetic methods
 NN0685.and adjusted by the National Geodetic Survey in August 1997.
 NN0685
 NN0685.The orthometric height was scaled from a topographic map.
 NN0685
 NN0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0685.GEOID18 height accuracy estimate available here.
 NN0685
 NN0685.Click photographs - Photos may exist for this station.
 NN0685
 NN0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0685
 NN0685. The following values were computed from the NAD 83(1995) position.
 NN0685
 NN0685;                    North         East     Units Scale Factor Converg.
 NN0685;SPC NE       -   294,536.101   598,877.072   MT  0.99980325   +0 47 49.5
 NN0685;SPC NE       -   966,323.86  1,964,815.86   sFT  0.99980325   +0 47 49.5
 NN0685;UTM  14      - 4,703,078.813   516,667.692   MT  0.99960342   +0 08 13.0
 NN0685
 NN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0685!SPC NE       -   0.99990514  x   0.99980325  =   0.99970840
 NN0685!UTM  14      -   0.99990514  x   0.99960342  =   0.99950859
 NN0685
 NN0685:                Primary Azimuth Mark                     Grid Az
 NN0685:SPC NE       -  EMMET AZ MK                              262 08 40.5
 NN0685:UTM  14      -  EMMET AZ MK                              262 48 17.0
 NN0685
 NN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1666703078(NAD 83)
 NN0685
 NN0685|---------------------------------------------------------------------|
 NN0685| PID    Reference Object                     Distance      Geod. Az  |
 NN0685|                                                           dddmmss.s |
 NN0685| CO3062 EMMET RM 1                           72.332 METERS 14053     |
 NN0685| CO3063 EMMET RM 2                           63.112 METERS 20726     |
 NN0685| CO3061 EMMET AZ MK                                        2625630.0 |
 NN0685|---------------------------------------------------------------------|
 NN0685
 NN0685                          SUPERSEDED SURVEY CONTROL
 NN0685
 NN0685  NAD 83(1986)-  42 28 47.57089(N)    098 47 49.96829(W) AD(       ) 2
 NN0685  NAD 27      -  42 28 47.55900(N)    098 47 48.63700(W) AD(       ) 2
 NN0685
 NN0685.Superseded values are not recommended for survey control.
 NN0685
 NN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0685.See file dsdata.pdf to determine how the superseded data were derived.
 NN0685
 NN0685_MARKER: DS = TRIANGULATION STATION DISK
 NN0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0685
 NN0685  HISTORY     - Date     Condition        Report By
 NN0685  HISTORY     - 1949     MONUMENTED       CGS
 NN0685  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NN0685
 NN0685                          STATION DESCRIPTION
 NN0685
 NN0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0685'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF ATKINSON, 9.0
 NN0685'MILES WEST OF O NEILL AND 0.5 MILE EAST OF EMMET ON LAND OWNED
 NN0685'BY MRS. CHAS. FOX.  IT IS IN THE SOUTH EDGE OF PASTURE, 200
 NN0685'FEET NORTH OF EAST-WEST FENCE LINE IN GROVE OF COTTONWOOD TREES
 NN0685'AND 3.5 FEET SOUTH OF WITNESS POST.  IT IS STAMPED EMMET 1949
 NN0685'AND PROJECTS 3 INCHES.
 NN0685'
 NN0685'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 30 FEET NORTH OF
 NN0685'THE CENTER OF U.S. HIGHWAY 20 AND 1 FOOT NORTH OF EAST-WEST
 NN0685'FENCE LINE.  IT IS STAMPED EMMET NO 1 1949 AND PROJECTS 3
 NN0685'INCHES.
 NN0685'
 NN0685'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 30
 NN0685'FEET NORTH OF U.S. HIGHWAY 20, 21 FEET WEST OF THE WEST END
 NN0685'OF GATE, 3 FEET NORTHEAST OF TELEPHONE POLE NO. 4 AND 1 FOOT
 NN0685'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED EMMET NO 2 1949
 NN0685'AND PROJECTS 2 INCHES.
 NN0685'
 NN0685'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 33 FEET WEST
 NN0685'OF NORTH-SOUTH ROAD, 27 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 NN0685'20, 2 FEET EAST OF POWER LINE POLE AND 2 FEET WEST OF WITNESS
 NN0685'POST.  IT IS STAMPED EMMET 1949 AND PROJECTS 2 INCHES.
 NN0685'
 NN0685'TO REACH THE STATION FROM T-INTERSECTION ON U.S. HIGHWAY
 NN0685'20 JUST EAST OF TEXACO SERVICE STATION AND CAFE IN THE NORTH PART
 NN0685'OF EMMET, GO EAST ON U.S. HIGHWAY 20 FOR 0.15 MILE TO CROSSROADS
 NN0685'AND AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED, CONTINUE
 NN0685'EAST ON U.S. HIGHWAY 20 FOR 0.35 MILE TO GATE ON THE LEFT,
 NN0685'TURN LEFT THROUGH GATE AND GO NORTH FOR 0.05 MILE TO GROVE OF
 NN0685'COTTONWOOD TREES AND STATION AS DESCRIBED.
 NN0685'
 NN0685'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 74 FOOT SIGNAL AT STATION PORT IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 74 FOOT SIGNAL AT STATION BELT IS VISIBLE AT 50 FEET.
 NN0685'
 NN0685'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 50 FEET.
 NN0685'
 NN0685'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 37 FEET.
 NN0685'
 NN0685'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0685
 NN0685                          STATION RECOVERY (1975)
 NN0685
 NN0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0685'THE SURFACE STATION MARK, THE UNDERGROUND STATION MARK, REFERENCE
 NN0685'MARK 1 AND REFERENCE MARK 2 WERE RECOVERED LYING ON TOP THE
 NN0685'GROUND IN A FENCELINE ALONG THE NORTH SIDE OF US HIGHWAY 20.
 NN0685'IT WAS LEARNED THIS DATE THAT WHEN THE TREE LINE WAS DOZED DOWN
 NN0685'AND GRAVEL HAULED OUT THE MARKERS WERE PUT BY THE FENCELINE.
 NN0685'THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND, A NEW
 NN0685'HOUSE WAS BUILT AT THE AREA OF THE MARK AND PROBABLY THE MARKER WAS
 NN0685'DESTROYED AT THAT TIME, AN UNDERGROUND SPRINKLE SYSTEM IS IN
 NN0685'THE AREA AND PRODING FOR THE MARK WAS PROHIBITED.
 NN0685'
 NN0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 NN0685'EAST OF EMMET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0947 ***********************************************************************
 LG0947  DESIGNATION -  ENGLAND
 LG0947  PID         -  LG0947
 LG0947  STATE/COUNTY-  NE/CLAY
 LG0947  COUNTRY     -  US
 LG0947  USGS QUAD   -  STOCKHAM (2017)
 LG0947
 LG0947                         *CURRENT SURVEY CONTROL
 LG0947  ______________________________________________________________________
 LG0947* NAD 83(1995) POSITION- 40 39 17.64736(N) 097 59 31.41774(W)   ADJUSTED
 LG0947* NAVD 88 ORTHO HEIGHT -   538.1   (meters)     1765.    (feet) VERTCON
 LG0947  ______________________________________________________________________
 LG0947  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 LG0947  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 LG0947  HORZ ORDER      -  FIRST
 LG0947
 LG0947.The horizontal coordinates were established by classical geodetic methods
 LG0947.and adjusted by the National Geodetic Survey in August 1997.
 LG0947
 LG0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0947
 LG0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0947.GEOID18 height accuracy estimate available here.
 LG0947
 LG0947.Click photographs - Photos may exist for this station.
 LG0947
 LG0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0947
 LG0947. The following values were computed from the NAD 83(1995) position.
 LG0947
 LG0947;                    North         East     Units Scale Factor Converg.
 LG0947;SPC NE       -    93,189.339   669,761.758   MT  0.99976796   +1 19 50.4
 LG0947;SPC NE       -   305,738.69  2,197,376.70   sFT  0.99976796   +1 19 50.4
 LG0947;UTM  14      - 4,500,937.396   585,210.520   MT  0.99968937   +0 39 24.2
 LG0947
 LG0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0947!SPC NE       -   0.99991965  x   0.99976796  =   0.99968763
 LG0947!UTM  14      -   0.99991965  x   0.99968937  =   0.99960905
 LG0947
 LG0947:                Primary Azimuth Mark                     Grid Az
 LG0947:SPC NE       -  ENGLAND AZ MK                            087 26 10.0
 LG0947:UTM  14      -  ENGLAND AZ MK                            088 06 36.2
 LG0947
 LG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8521000937(NAD 83)
 LG0947
 LG0947|---------------------------------------------------------------------|
 LG0947| PID    Reference Object                     Distance      Geod. Az  |
 LG0947|                                                           dddmmss.s |
 LG0947| CN9249 ENGLAND RM 1                         25.935 METERS 06149     |
 LG0947| CN9248 ENGLAND AZ MK                                      0884600.4 |
 LG0947| CN9250 ENGLAND RM 2                         26.538 METERS 29816     |
 LG0947|---------------------------------------------------------------------|
 LG0947
 LG0947                          SUPERSEDED SURVEY CONTROL
 LG0947
 LG0947  NAD 83(1986)-  40 39 17.65524(N)    097 59 31.41809(W) AD(       ) 1
 LG0947  NAD 27      -  40 39 17.61555(N)    097 59 30.24284(W) AD(       ) 1
 LG0947  NGVD 29 (07/19/86)  537.9    (m)         1765.     (f) VERT ANG       
 LG0947
 LG0947.Superseded values are not recommended for survey control.
 LG0947
 LG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0947.See file dsdata.pdf to determine how the superseded data were derived.
 LG0947
 LG0947_MARKER: DS = TRIANGULATION STATION DISK
 LG0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0947_STAMPING: ENGLAND 1966
 LG0947_MARK LOGO: CGS
 LG0947_PROJECTION: RECESSED 5 CENTIMETERS
 LG0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0947+STABILITY: SURFACE MOTION
 LG0947
 LG0947  HISTORY     - Date     Condition        Report By
 LG0947  HISTORY     - 1966     MONUMENTED       CGS
 LG0947
 LG0947                          STATION DESCRIPTION
 LG0947
 LG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0947'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF HARVARD, 5 MILES
 LG0947'NORTHWEST OF SARONVILLE AND ON PROPERTY OWNED BY MR. CLAYTON
 LG0947'ENGLAND.
 LG0947'
 LG0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LG0947'ROUTE 14, ABOUT 8 MILES WEST OF SUTTON, GO NORTH ON STATE ROUTE 14
 LG0947'FOR 1.6 MILES TO A RAILROAD OVERPASS.  CONTINUE NORTH ON ROUTE 14 FOR
 LG0947'3.25 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST ON A
 LG0947'GRAVELED ROAD FOR 0.2 MILE TO FARM BUILDINGS AND STATION ON THE
 LG0947'RIGHT, SOUTH SIDE OF ROAD AS DESCRIBED.
 LG0947'
 LG0947'AZIMUTH IS REACHED FROM STATION BY GOING EAST ON GRAVELED ROAD FOR
 LG0947'0.25 MILE TO AZIMUTH MARK ON RIGHT, SOUTH SIDE OF ROAD AS
 LG0947'DESCRIBED.
 LG0947'
 LG0947'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LG0947'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 LG0947'SURFACE OF THE GROUND AND IS STAMPED ENGLAND 1966.  IT IS 15.0 FEET
 LG0947'WEST OF NORTHEAST CORNER OF A GARAGE, 13.0 FEET EAST-NORTHEAST
 LG0947'OF THE SOUTHEAST CORNER OF A CORN CRIB AND 90.0 FEET NORTH
 LG0947'OF THE CENTER OF A WINDMILL.
 LG0947'
 LG0947'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 LG0947'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS
 LG0947'STAMPED ENGLAND NO 1 1966.  IT IS 65.0 FEET NORTHEAST OF NORTHEAST
 LG0947'CORNER OF THE GARAGE, 34 FEET SOUTH OF CENTER OF A GRAVELED ROAD,
 LG0947'27 FEET EAST OF CENTER OF A DRIVEWAY AND 1.7 FEET SOUTH OF AN
 LG0947'EAST-WEST FENCELINE.
 LG0947'
 LG0947'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 LG0947'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS STAMPED
 LG0947'ENGLAND NO 2 1966.  IT IS 47.2 FEET NORTH-NORTHWEST OF NORTHWEST
 LG0947'CORNER OF THE CORN CRIB, 28.2 FEET NORTH OF A ROUND, METAL STORAGE
 LG0947'BIN, 33-1/2 FEET SOUTH OF CENTER OF THE GRAVELED ROAD AND 1.7
 LG0947'FEET SOUTH OF A FENCELINE.
 LG0947'
 LG0947'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LG0947'ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS STAMPED
 LG0947'ENGLAND 1966.  IT IS 38 FEET SOUTH OF CENTER OF A GRAVELED ROAD,
 LG0947'39.0 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 LG0947'CORN CRIB, 4.5 FEET SOUTH OF A FENCE CORNER AND 8 INCHES NORTH OF
 LG0947'A WITNESS POST.
 LG0947'
 LG0947'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0948 ***********************************************************************
 LG0948  DESIGNATION -  ENGLAND RM A
 LG0948  PID         -  LG0948
 LG0948  STATE/COUNTY-  NE/CLAY
 LG0948  COUNTRY     -  US
 LG0948  USGS QUAD   -  STOCKHAM (2017)
 LG0948
 LG0948                         *CURRENT SURVEY CONTROL
 LG0948  ______________________________________________________________________
 LG0948* NAD 83(1995) POSITION- 40 39 17.23804(N) 097 59 30.52772(W)   ADJUSTED
 LG0948* NAVD 88 ORTHO HEIGHT -   537.6   (meters)     1764.    (feet) VERTCON
 LG0948  ______________________________________________________________________
 LG0948  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 LG0948  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 LG0948  HORZ ORDER      -  FIRST
 LG0948
 LG0948.The horizontal coordinates were established by classical geodetic methods
 LG0948.and adjusted by the National Geodetic Survey in August 1997.
 LG0948
 LG0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0948
 LG0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0948.GEOID18 height accuracy estimate available here.
 LG0948
 LG0948.Click photographs - Photos may exist for this station.
 LG0948
 LG0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0948
 LG0948. The following values were computed from the NAD 83(1995) position.
 LG0948
 LG0948;                    North         East     Units Scale Factor Converg.
 LG0948;SPC NE       -    93,177.205   669,782.950   MT  0.99976799   +1 19 50.9
 LG0948;SPC NE       -   305,698.88  2,197,446.23   sFT  0.99976799   +1 19 50.9
 LG0948;UTM  14      - 4,500,925.015   585,231.566   MT  0.99968941   +0 39 24.7
 LG0948
 LG0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0948!SPC NE       -   0.99991973  x   0.99976799  =   0.99968774
 LG0948!UTM  14      -   0.99991973  x   0.99968941  =   0.99960916
 LG0948
 LG0948:                Primary Azimuth Mark                     Grid Az
 LG0948:SPC NE       -  GERDIS RM 1                              214 24 08.8
 LG0948:UTM  14      -  GERDIS RM 1                              215 04 35.0
 LG0948
 LG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8523100925(NAD 83)
 LG0948
 LG0948|---------------------------------------------------------------------|
 LG0948| PID    Reference Object                     Distance      Geod. Az  |
 LG0948|                                                           dddmmss.s |
 LG0948| LH1108 GERDIS RM 1                         APPROX.16.9 KM 2154359.7 |
 LG0948| LG0947 ENGLAND                              24.425 METERS 30108     |
 LG0948|---------------------------------------------------------------------|
 LG0948
 LG0948                          SUPERSEDED SURVEY CONTROL
 LG0948
 LG0948  NAD 83(1986)-  40 39 17.24594(N)    097 59 30.52811(W) AD(       ) 1
 LG0948  NAD 27      -  40 39 17.20623(N)    097 59 29.35286(W) AD(       ) 1
 LG0948  NGVD 29 (07/19/86)  537.4    (m)         1763.     (f) VERT ANG       
 LG0948
 LG0948.Superseded values are not recommended for survey control.
 LG0948
 LG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0948.See file dsdata.pdf to determine how the superseded data were derived.
 LG0948
 LG0948_MARKER: DS = TRIANGULATION STATION DISK
 LG0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0948_STAMPING: ENGLAND RM A 1966
 LG0948_MARK LOGO: CGS
 LG0948_PROJECTION: RECESSED 5 CENTIMETERS
 LG0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0948+STABILITY: SURFACE MOTION
 LG0948
 LG0948  HISTORY     - Date     Condition        Report By
 LG0948  HISTORY     - 1966     MONUMENTED       CGS
 LG0948
 LG0948                          STATION DESCRIPTION
 LG0948
 LG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0948'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 LG0948'TRIANGULATION STATION ENGLAND.
 LG0948'
 LG0948'STATION IS A STANDARD STATION MARK DISK, STAMPED ENGLAND RM A 1966,
 LG0948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 LG0948'BELOW THE SURFACE OF THE GROUND.  A SUB-SURFACE DISK WAS SET ALSO
 LG0948'AND THE DISK IS STAMPED THE SAME AS THE SURFACE DISK.  MARK IS 117
 LG0948'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 86 FEET
 LG0948'SOUTH-SOUTHEAST OF THE CENTER OF A WIRE GATE, 76.3 FEET
 LG0948'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOOD BUILDING, 44.9
 LG0948'FEET NORTHEAST OF THE CENTER OF AN OLD WINDMILL PUMP AND 13.0 FEET
 LG0948'WEST OF A NORTH-SOUTH FENCELINE.
 LG0948'
 LG0948'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ENGLAND,
 LG0948'DISTANCE BEING 24.427 METERS OR 80.14 FEET, NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0489 ***********************************************************************
 MM0489  DESIGNATION -  ENIL
 MM0489  PID         -  MM0489
 MM0489  STATE/COUNTY-  NE/GRANT
 MM0489  COUNTRY     -  US
 MM0489  USGS QUAD   -  JENSEN LAKE (2017)
 MM0489
 MM0489                         *CURRENT SURVEY CONTROL
 MM0489  ______________________________________________________________________
 MM0489* NAD 83(1995) POSITION- 41 44 33.74455(N) 101 49 46.02717(W)   ADJUSTED
 MM0489* NAVD 88 ORTHO HEIGHT -  1244.    (meters)     4081.    (feet) SCALED
 MM0489  ______________________________________________________________________
 MM0489  GEOID HEIGHT    -        -19.651 (meters)                     GEOID18
 MM0489  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 MM0489  HORZ ORDER      -  FIRST
 MM0489
 MM0489.The horizontal coordinates were established by classical geodetic methods
 MM0489.and adjusted by the National Geodetic Survey in August 1997.
 MM0489
 MM0489.The orthometric height was scaled from a topographic map.
 MM0489
 MM0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0489.GEOID18 height accuracy estimate available here.
 MM0489
 MM0489.Click photographs - Photos may exist for this station.
 MM0489
 MM0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0489
 MM0489. The following values were computed from the NAD 83(1995) position.
 MM0489
 MM0489;                    North         East     Units Scale Factor Converg.
 MM0489;SPC NE       -   213,598.853   347,881.472   MT  0.99966711   -1 12 44.5
 MM0489;SPC NE       -   700,782.24  1,141,341.13   sFT  0.99966711   -1 12 44.5
 MM0489;UTM  14      - 4,625,079.443   264,718.915   MT  1.00028126   -1 53 04.8
 MM0489
 MM0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0489!SPC NE       -   0.99980793  x   0.99966711  =   0.99947510
 MM0489!UTM  14      -   0.99980793  x   1.00028126  =   1.00008913
 MM0489
 MM0489:                Primary Azimuth Mark                     Grid Az
 MM0489:SPC NE       -  ENIL AZ MK                               093 54 28.5
 MM0489:UTM  14      -  ENIL AZ MK                               094 34 48.8
 MM0489
 MM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6471825079(NAD 83)
 MM0489
 MM0489|---------------------------------------------------------------------|
 MM0489| PID    Reference Object                     Distance      Geod. Az  |
 MM0489|                                                           dddmmss.s |
 MM0489| CP7981 ENIL RM 1                            14.843 METERS 03157     |
 MM0489| CP7980 ENIL AZ MK                                         0924144.0 |
 MM0489| CP7982 ENIL RM 2                            15.988 METERS 13423     |
 MM0489|---------------------------------------------------------------------|
 MM0489
 MM0489                          SUPERSEDED SURVEY CONTROL
 MM0489
 MM0489  NAD 83(1986)-  41 44 33.74440(N)    101 49 46.03139(W) AD(       ) 1
 MM0489  NAD 27      -  41 44 33.79400(N)    101 49 44.38100(W) AD(       ) 1
 MM0489
 MM0489.Superseded values are not recommended for survey control.
 MM0489
 MM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0489.See file dsdata.pdf to determine how the superseded data were derived.
 MM0489
 MM0489_MARKER: DS = TRIANGULATION STATION DISK
 MM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0489_STAMPING: ENIL 1946
 MM0489_MARK LOGO: CGS
 MM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0489+STABILITY: SURFACE MOTION
 MM0489
 MM0489  HISTORY     - Date     Condition        Report By
 MM0489  HISTORY     - 1946     MONUMENTED       CGS
 MM0489
 MM0489                          STATION DESCRIPTION
 MM0489
 MM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0489'THE STATION IS 18.5 MILES SOUTHWEST OF HYANNIS, 14 MILES NORTHWEST
 MM0489'OF ARTHUR AND 62 YARDS NORTH OF GRANT AND ARTHUR COUNTY LINE
 MM0489'FENCE AND IS IN THE SOUTH EDGE OF SECTION 34, T 21 N, R 39 W.
 MM0489'IT IS ON THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY, PROJECTS
 MM0489'5 INCHES AND IS STAMPED ENIL 1946.
 MM0489'
 MM0489'REFERENCE MARK NO. 1 IS ABOUT 4 FEET BELOW STATION ELEVATION,
 MM0489'PROJECTS 2 INCHES AND IS STAMPED ENIL NO 1 1946.
 MM0489'
 MM0489'REFERENCE MARK NO. 2 IS ABOUT 2 FEET BELOW STATION ELEVATION,
 MM0489'PROJECTS 6 INCHES AND IS STAMPED ENIL NO 2 1946.
 MM0489'
 MM0489'AZIMUTH MARK IS ON THE SUMMIT OF A SAND HILL AND IS 39 YARDS
 MM0489'NORTH OF GRANT AND ARTHUR COUNTY LINE FENCE.  IT PROJECTS
 MM0489'7 INCHES AND IS STAMPED ENIL 1946.
 MM0489'
 MM0489'TO REACH THE STATION FROM HYANNIS, GO EAST ON HIGHWAY NO. 2
 MM0489'FOR 1.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON GRAVELED
 MM0489'AND SAND ROAD AND GO 4.1 MILES TO A FORK.  TAKE RIGHT FORK
 MM0489'AND GO 3.35 MILES TO A NARROW FORK.  TAKE RIGHT FORK, MAIN
 MM0489'TRAVELED ROAD, FOR 7.1 MILES TO A FORK.  TAKE RIGHT FORK, LEAVING
 MM0489'MAIN TRAVELED ROAD, AND GO SOUTHWEST FOR 2.5 MILES TO A RANCH
 MM0489'HOUSE.  PASS RANCH HOUSE AND CONTINUE ON MAIN TRAVELED ROAD FOR
 MM0489'1.3 MILES TO A FORK.  TAKE LEFT FORK, SOUTH, FOR 1.5 MILES TO
 MM0489'A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.7 MILE TO A
 MM0489'FORK.  TAKE RIGHT FORK, MAIN TRAVELED ROAD, FOR 1.95 MILES
 MM0489'TO A WINDMILL ON THE RIGHT.  CONTINUE SOUTH ON, MAIN
 MM0489'TRAVELED ROAD, FOR 0.65 MILES TO A FORK.  TAKE LEFT FORK AND
 MM0489'GO 0.7 MILE TO BASE OF HILL AND A SMALL LAKE BED ON THE LEFT.
 MM0489'TURN LEFT, LEAVING ROAD, AND GO SOUTHEAST UP GRADUAL SLOPE
 MM0489'FOR 1.1 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 MM0489'
 MM0489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE
 MM0489'NORTH SIDE OF AN EAST-WEST FENCE FOR 0.3 MILE TO A LOWER SAND
 MM0489'HILL AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1119 ***********************************************************************
 ML1119  DESIGNATION -  ERICSON
 ML1119  PID         -  ML1119
 ML1119  STATE/COUNTY-  NE/WHEELER
 ML1119  COUNTRY     -  US
 ML1119  USGS QUAD   -  ERICSON (2017)
 ML1119
 ML1119                         *CURRENT SURVEY CONTROL
 ML1119  ______________________________________________________________________
 ML1119* NAD 83(1995) POSITION- 41 48 48.71304(N) 098 38 05.50857(W)   ADJUSTED
 ML1119  ______________________________________________________________________
 ML1119  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 ML1119  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 ML1119  HORZ ORDER      -  THIRD
 ML1119
 ML1119.The horizontal coordinates were established by classical geodetic methods
 ML1119.and adjusted by the National Geodetic Survey in August 1997.
 ML1119
 ML1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1119.GEOID18 height accuracy estimate available here.
 ML1119
 ML1119.Click photographs - Photos may exist for this station.
 ML1119
 ML1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1119
 ML1119. The following values were computed from the NAD 83(1995) position.
 ML1119
 ML1119;                    North         East     Units Scale Factor Converg.
 ML1119;SPC NE       -   220,748.412   613,390.392   MT  0.99967298   +0 54 16.8
 ML1119;SPC NE       -   724,238.75  2,012,431.64   sFT  0.99967298   +0 54 16.8
 ML1119;UTM  14      - 4,629,137.596   530,327.884   MT  0.99961132   +0 14 36.4
 ML1119
 ML1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3032729137(NAD 83)
 ML1119
 ML1119                          SUPERSEDED SURVEY CONTROL
 ML1119
 ML1119  NAD 83(1986)-  41 48 48.71835(N)    098 38 05.51473(W) AD(       ) 3
 ML1119  NAD 27      -  41 48 48.69100(N)    098 38 04.23100(W) AD(       ) 3
 ML1119  USSD        -  41 48 48.78500(N)    098 38 04.37700(W) AD(       ) 3
 ML1119
 ML1119.Superseded values are not recommended for survey control.
 ML1119
 ML1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1119.See file dsdata.pdf to determine how the superseded data were derived.
 ML1119
 ML1119_MARKER: V = STONE MONUMENT
 ML1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1119
 ML1119  HISTORY     - Date     Condition        Report By
 ML1119  HISTORY     - 1899     MONUMENTED       CGS
 ML1119  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1119  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1119
 ML1119                          STATION DESCRIPTION
 ML1119
 ML1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1119'THIS STATION IS ON THE HIGHEST SAND HILL IN THE VICINITY OF
 ML1119'ERICSON RAILROAD STATION, ABOUT 3.5 MILES TO THE NORTHEAST
 ML1119'OF THAT PLACE, IN SEC. 5, T. 21 N., R. 11 W.  THE UNDERGROUND
 ML1119'MARK IS A STONE JUG WITH A TACK IN THE CENTER OF THE CORK, 2
 ML1119'FEET BELOW THE SURFACE.
 ML1119
 ML1119                          STATION RECOVERY (1935)
 ML1119
 ML1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1119'THIS STATION WAS NOT RECOVERED.  A FARMER LIVING ABOUT 3/4
 ML1119'MILE NORTHEAST IN SEC. 32, T. 22 N., R. 11 W, AND WHO REMEMBERED
 ML1119'THE STATION SITE, HAVING HERDED CATTLE IN THAT VICINITY AS
 ML1119'A BOY AND YOUNG MAN, STATED THAT FOR SOME TIME AFTER THE WORK
 ML1119'WAS FINISHED, A FLAG POLE STOOD AT THE STATION SITE, BUT
 ML1119'THAT FINALLY IT WAS LOST.  HE INDICATED A POINT AT ABOUT THE
 ML1119'CENTER OF SECTION 6 (INSTEAD OF SECTION 5) ON WHAT IS UNDOUBTEDLY
 ML1119'THE HIGHEST HILL IN THE VICINITY, AS THE SITE.  THE TOP OF
 ML1119'THIS SAND HILL HAS SUFFERED REPEATED BLOW OUTS, IN FACT IT
 ML1119'APPEARS THAT THE VERY HIGHEST PART OF THE HILL HAS BEEN
 ML1119'BLOWN AWAY.  THE GROUND SOUNDED WITH A LONG ROD AND THE
 ML1119'SURFACE SEARCHED FOR TRACES OF THE JUG, BUT WITHOUT
 ML1119'SUCCESS.  ABOUT TWO HOURS WERE SPENT IN A SEARCH AFTER LOCATING
 ML1119'SITE.
 ML1119
 ML1119                          STATION RECOVERY (1935)
 ML1119
 ML1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1119'STATION NOT RECOVERED.  ON HIGHEST SAND HILL, IN VICINITY, ABOUT
 ML1119'3.5 MILES NORTHEAST OF ERICSON, IN SEC. 5, T. 21, N., R. 11 W.
 ML1119'THE APPROXIMATE SITE OF STATION WAS VISITED AND CONSIDERABLE TIME
 ML1119'WAS SPENT IN A SEARCH, BUT WITHOUT SUCCESS.  THE TOP OF THE HILL
 ML1119'VISITED, THE HIGHEST IN THE VICINITY, HAS BEEN BADLY BLOWN AWAY
 ML1119'AND IT IS THOUGHT THAT THE STATION HAS BEEN DESTROYED.  IT
 ML1119'IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0474 ***********************************************************************
 NO0474  DESIGNATION -  ERIK
 NO0474  PID         -  NO0474
 NO0474  STATE/COUNTY-  NE/CHERRY
 NO0474  COUNTRY     -  US
 NO0474  USGS QUAD   -  MULLEN NW (2017)
 NO0474
 NO0474                         *CURRENT SURVEY CONTROL
 NO0474  ______________________________________________________________________
 NO0474* NAD 83(1995) POSITION- 42 11 00.41843(N) 101 14 20.53188(W)   ADJUSTED
 NO0474* NAVD 88 ORTHO HEIGHT -  1095.26  (+/-2cm)     3593.4   (feet) VERTCON
 NO0474  ______________________________________________________________________
 NO0474  GEOID HEIGHT    -        -20.174 (meters)                     GEOID18
 NO0474  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 NO0474  HORZ ORDER      -  SECOND
 NO0474  VERT ORDER      -  THIRD ? (See Below)
 NO0474
 NO0474.The horizontal coordinates were established by classical geodetic methods
 NO0474.and adjusted by the National Geodetic Survey in August 1997.
 NO0474
 NO0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0474
 NO0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0474.GEOID18 height accuracy estimate available here.
 NO0474
 NO0474.The vertical order pertains to the NGVD 29 superseded value.
 NO0474
 NO0474.Click photographs - Photos may exist for this station.
 NO0474
 NO0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0474
 NO0474. The following values were computed from the NAD 83(1995) position.
 NO0474
 NO0474;                    North         East     Units Scale Factor Converg.
 NO0474;SPC NE       -   261,662.026   397,671.543   MT  0.99972849   -0 49 16.0
 NO0474;SPC NE       -   858,469.50  1,304,694.05   sFT  0.99972849   -0 49 16.0
 NO0474;UTM  14      - 4,672,571.464   315,097.163   MT  1.00002069   -1 30 14.2
 NO0474
 NO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0474!SPC NE       -   0.99983141  x   0.99972849  =   0.99955995
 NO0474!UTM  14      -   0.99983141  x   1.00002069  =   0.99985210
 NO0474
 NO0474:                Primary Azimuth Mark                     Grid Az
 NO0474:SPC NE       -  ERIK AZ MK                               150 59 03.1
 NO0474:UTM  14      -  ERIK AZ MK                               151 40 01.3
 NO0474
 NO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1509772571(NAD 83)
 NO0474
 NO0474|---------------------------------------------------------------------|
 NO0474| PID    Reference Object                     Distance      Geod. Az  |
 NO0474|                                                           dddmmss.s |
 NO0474| CQ3686 ERIK RM 1                            52.755 METERS 05246     |
 NO0474| CQ3685 ERIK AZ MK                                         1500947.1 |
 NO0474| CQ3687 ERIK RM 2                            44.693 METERS 15835     |
 NO0474|---------------------------------------------------------------------|
 NO0474
 NO0474                          SUPERSEDED SURVEY CONTROL
 NO0474
 NO0474  NAD 83(1986)-  42 11 00.41752(N)    101 14 20.53739(W) AD(       ) 2
 NO0474  NAD 27      -  42 11 00.43600(N)    101 14 18.93200(W) AD(       ) 2
 NO0474  NGVD 29            1094.88   (m)         3592.1    (f) LEVELING    3  
 NO0474
 NO0474.Superseded values are not recommended for survey control.
 NO0474
 NO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0474.See file dsdata.pdf to determine how the superseded data were derived.
 NO0474
 NO0474_MARKER: DD = SURVEY DISK
 NO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0474_STAMPING: ERIK 1946
 NO0474_MARK LOGO: USGS
 NO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0474+STABILITY: SURFACE MOTION
 NO0474
 NO0474  HISTORY     - Date     Condition        Report By
 NO0474  HISTORY     - 1946     MONUMENTED       USGS
 NO0474
 NO0474                          STATION DESCRIPTION
 NO0474
 NO0474'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NO0474'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF MULLEN ON THE
 NO0474'SUMMIT OF A SMALL GRASSY SAND KNOLL, AT THE NORTHERN EDGE OF
 NO0474'THE KNOLL.  THE MARK, STAMPED ERIK 1946 IS A STANDARD USGS DISK
 NO0474'SET IN THE TOP OF A 8 X 8-INCH CONCRETE POST THAT PROJECTS
 NO0474'ABOUT 1 FOOT.
 NO0474'
 NO0474'REFERENCE MARK NO. 1, STAMPED ERIK NO 1 1946 IS A STANDARD
 NO0474'USGS DISK SET IN THE TOP OF A 8 X 8-INCH CONCRETE POST THAT
 NO0474'PROJECTS ABOUT 6 INCHES, AND IS ABOUT 20 FEET LOWER THAN THE
 NO0474'STATION.
 NO0474'
 NO0474'REFERENCE MARK NO 2, STAMPED ERIK NO 2 1946 IS A STANDARD USGS
 NO0474'DISK SET IN THE TOP OF AN 8 X 8-INCH CONCRETE POST THAT PROJECTS
 NO0474'ABOUT 6 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0474'
 NO0474'THE AZIMUTH MARK, STAMPED ERIK 1946 IS A STANDARD USC AND GS
 NO0474'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT
 NO0474'PROJECTS ABOUT 8 INCHES.  IT IS 8 INCHES EAST OF A WIRE FENCE
 NO0474'AND 15 FEET NORTH OF A WIRE GATE IN A FENCE.
 NO0474'
 NO0474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83
 NO0474'AND STATE HIGHWAY NO. 2 AT MULLEN, NEBRASKA.  GO NORTH ACROSS
 NO0474'RAILROAD TRACKS TO THE THIRD INTERSECTION NORTH OF THE TRACKS.
 NO0474'TURN RIGHT, EAST, AND GO 0.05 MILE TO A GRAVEL ROAD LEADING
 NO0474'NORTH.  TURN NORTH, LEFT, AND FOLLOW THE MAIN ROAD FOR 6.3
 NO0474'MILES TO A T ROAD WEST.  TURN LEFT, WEST, AND FOLLOW MAIN
 NO0474'TRAVELLED SAND ROAD FOR 9.6 MILES TO A FORK JUST AFTER CROSSING
 NO0474'AUTO GATE.  TAKE THE LEFT FORK AND GO 1.7 MILES TO A FORK.
 NO0474'TAKE THE LEFT FORK WESTERLY AND GO 1.0 MILES TO A WIRE GATE
 NO0474'AND SITE OF AZIMUTH MARK, 15 FEET NORTH OF GATE.  PASS
 NO0474'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.8 MILE TO A RANCH
 NO0474'HOUSE.  TURN RIGHT, NORTH, AT EAST SIDE OF RANCH HOUSE
 NO0474'AND FOLLOW TRACK ROAD EAST AND NORTH FOR 0.85 MILE TO A
 NO0474'BARN ON THE RIGHT.  LEAVE ROAD AND PASS NORTH OF BARN AND GO
 NO0474'NORTHERLY FOR 0.3 MILE TO HIGHEST PART OF SAND KNOLL AND
 NO0474'STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0148 ***********************************************************************
 NO0148  DESIGNATION -  ES 1
 NO0148  PID         -  NO0148
 NO0148  STATE/COUNTY-  NE/CHERRY
 NO0148  COUNTRY     -  US
 NO0148  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0148
 NO0148                         *CURRENT SURVEY CONTROL
 NO0148  ______________________________________________________________________
 NO0148* NAD 83(1986) POSITION- 42 55 51.07   (N) 100 49 44.49   (W)   HD_HELD1
 NO0148* NAVD 88 ORTHO HEIGHT -   850.054 (meters)     2788.89  (feet) ADJUSTED
 NO0148  ______________________________________________________________________
 NO0148  GEOID HEIGHT    -        -21.294 (meters)                     GEOID18
 NO0148  DYNAMIC HEIGHT  -        849.712 (meters)     2787.76  (feet) COMP
 NO0148  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 NO0148
 NO0148  VERT ORDER      -  FIRST     CLASS II
 NO0148
 NO0148.The horizontal coordinates were determined by differentially corrected
 NO0148.hand held GPS observations or other comparable positioning techniques
 NO0148.and have an estimated accuracy of +/- 3 meters.
 NO0148
 NO0148.The orthometric height was determined by differential leveling and
 NO0148.adjusted by the NATIONAL GEODETIC SURVEY
 NO0148.in June 1991.
 NO0148
 NO0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0148.GEOID18 height accuracy estimate available here.
 NO0148
 NO0148.Click photographs - Photos may exist for this station.
 NO0148
 NO0148.The dynamic height is computed by dividing the NAVD 88
 NO0148.geopotential number by the normal gravity value computed on the
 NO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0148.degrees latitude (g = 980.6199 gals.).
 NO0148
 NO0148.The modeled gravity was interpolated from observed gravity values.
 NO0148
 NO0148;                    North         East    Units  Estimated Accuracy
 NO0148;SPC NE       -   344,264.1     432,327.9     MT  (+/- 3 meters HH1 GPS) 
 NO0148
 NO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5075054759(NAD 83)
 NO0148
 NO0148                          SUPERSEDED SURVEY CONTROL
 NO0148
 NO0148  NGVD 29 (??/??/92)  849.738  (m)         2787.85   (f) ADJ UNCH    1 2
 NO0148
 NO0148.Superseded values are not recommended for survey control.
 NO0148
 NO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0148.See file dsdata.pdf to determine how the superseded data were derived.
 NO0148
 NO0148_MARKER: DD = SURVEY DISK
 NO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0148_STAMPING: ES 1 1948
 NO0148_MARK LOGO: USGS
 NO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0148+STABILITY: SURFACE MOTION
 NO0148
 NO0148  HISTORY     - Date     Condition        Report By
 NO0148  HISTORY     - 1948     MONUMENTED       USGS
 NO0148  HISTORY     - 1957     GOOD             CGS
 NO0148
 NO0148                          STATION DESCRIPTION
 NO0148
 NO0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0148'4.2 MI W FROM CROOKSTON.
 NO0148'ABOUT 4.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0148'FROM THE STATION AT CROOKSTON, IN SECTION 10, T. 34 N., R. 30 W.,
 NO0148'56 FEET SOUTH OF MILEPOST 285, 97 FEET SOUTH OF THE SOUTH RAIL,
 NO0148'34 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FEET
 NO0148'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET LOWER THAN THE TRACK
 NO0148'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0198 ***********************************************************************
 NO0198  DESIGNATION -  ES 10
 NO0198  PID         -  NO0198
 NO0198  STATE/COUNTY-  NE/CHERRY
 NO0198  COUNTRY     -  US
 NO0198  USGS QUAD   -  NENZEL (2017)
 NO0198
 NO0198                         *CURRENT SURVEY CONTROL
 NO0198  ______________________________________________________________________
 NO0198* NAD 83(1986) POSITION- 42 55 34.     (N) 101 05 27.     (W)   SCALED
 NO0198* NAVD 88 ORTHO HEIGHT -   952.397 (meters)     3124.66  (feet) ADJUSTED
 NO0198  ______________________________________________________________________
 NO0198  GEOID HEIGHT    -        -20.679 (meters)                     GEOID18
 NO0198  DYNAMIC HEIGHT  -        951.994 (meters)     3123.33  (feet) COMP
 NO0198  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 NO0198
 NO0198  VERT ORDER      -  FIRST     CLASS II
 NO0198
 NO0198.The horizontal coordinates were scaled from a map and have
 NO0198.an estimated accuracy of +/- 6 seconds.
 NO0198
 NO0198.The orthometric height was determined by differential leveling and
 NO0198.adjusted by the NATIONAL GEODETIC SURVEY
 NO0198.in June 1991.
 NO0198
 NO0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0198.GEOID18 height accuracy estimate available here.
 NO0198
 NO0198.Click photographs - Photos may exist for this station.
 NO0198
 NO0198.The dynamic height is computed by dividing the NAVD 88
 NO0198.geopotential number by the normal gravity value computed on the
 NO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0198.degrees latitude (g = 980.6199 gals.).
 NO0198
 NO0198.The modeled gravity was interpolated from observed gravity values.
 NO0198
 NO0198;                    North         East    Units  Estimated Accuracy
 NO0198;SPC NE       -   343,980.      410,950.      MT  (+/- 180 meters Scaled)
 NO0198
 NO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN293547(NAD 83)
 NO0198
 NO0198                          SUPERSEDED SURVEY CONTROL
 NO0198
 NO0198  NGVD 29 (??/??/92)  952.036  (m)         3123.47   (f) ADJ UNCH    1 2
 NO0198
 NO0198.Superseded values are not recommended for survey control.
 NO0198
 NO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0198.See file dsdata.pdf to determine how the superseded data were derived.
 NO0198
 NO0198_MARKER: DD = SURVEY DISK
 NO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0198_STAMPING: ES 10 1948
 NO0198_MARK LOGO: USGS
 NO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0198+STABILITY: SURFACE MOTION
 NO0198
 NO0198  HISTORY     - Date     Condition        Report By
 NO0198  HISTORY     - 1948     MONUMENTED       USGS
 NO0198  HISTORY     - 1957     GOOD             CGS
 NO0198
 NO0198                          STATION DESCRIPTION
 NO0198
 NO0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0198'7.4 MI W FROM KILGORE.
 NO0198'ABOUT 7.35 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0198'FROM THE STATION AT KILGORE, 0.6 MILE EAST OF NENZEL, IN SECTION
 NO0198'16, T.34 N., R.32 W., 4 1/2 FEET NORTHWEST OF THE THIRD POLE
 NO0198'WEST OF MILEPOST 299, 38 FEET SOUTH OF THE SOUTH RAIL, 43 FEET
 NO0198'NORTH OF THE CENTER LINE OF THE ABANDONED GRADE OF U.S. HIGHWAY
 NO0198'20, 103 FEET WEST OF THE CENTER LINE OF AN OILED CROSS ROAD,
 NO0198'12 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER POST, 1 1/2 FEET
 NO0198'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 NO0198'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0202 ***********************************************************************
 NO0202  DESIGNATION -  ES 11
 NO0202  PID         -  NO0202
 NO0202  STATE/COUNTY-  NE/CHERRY
 NO0202  COUNTRY     -  US
 NO0202  USGS QUAD   -  CODY EAST (2017)
 NO0202
 NO0202                         *CURRENT SURVEY CONTROL
 NO0202  ______________________________________________________________________
 NO0202* NAD 83(1986) POSITION- 42 55 47.     (N) 101 07 42.     (W)   SCALED
 NO0202* NAVD 88 ORTHO HEIGHT -   952.692 (meters)     3125.62  (feet) ADJUSTED
 NO0202  ______________________________________________________________________
 NO0202  GEOID HEIGHT    -        -20.617 (meters)                     GEOID18
 NO0202  DYNAMIC HEIGHT  -        952.288 (meters)     3124.30  (feet) COMP
 NO0202  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 NO0202
 NO0202  VERT ORDER      -  FIRST     CLASS II
 NO0202
 NO0202.The horizontal coordinates were scaled from a map and have
 NO0202.an estimated accuracy of +/- 6 seconds.
 NO0202
 NO0202.The orthometric height was determined by differential leveling and
 NO0202.adjusted by the NATIONAL GEODETIC SURVEY
 NO0202.in June 1991.
 NO0202
 NO0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0202.GEOID18 height accuracy estimate available here.
 NO0202
 NO0202.Click photographs - Photos may exist for this station.
 NO0202
 NO0202.The dynamic height is computed by dividing the NAVD 88
 NO0202.geopotential number by the normal gravity value computed on the
 NO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0202.degrees latitude (g = 980.6199 gals.).
 NO0202
 NO0202.The modeled gravity was interpolated from observed gravity values.
 NO0202
 NO0202;                    North         East    Units  Estimated Accuracy
 NO0202;SPC NE       -   344,420.      407,900.      MT  (+/- 180 meters Scaled)
 NO0202
 NO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN263552(NAD 83)
 NO0202
 NO0202                          SUPERSEDED SURVEY CONTROL
 NO0202
 NO0202  NGVD 29 (??/??/92)  952.327  (m)         3124.43   (f) ADJ UNCH    1 2
 NO0202
 NO0202.Superseded values are not recommended for survey control.
 NO0202
 NO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0202.See file dsdata.pdf to determine how the superseded data were derived.
 NO0202
 NO0202_MARKER: DD = SURVEY DISK
 NO0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0202_STAMPING: ES 11 1948
 NO0202_MARK LOGO: USGS
 NO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0202+STABILITY: SURFACE MOTION
 NO0202
 NO0202  HISTORY     - Date     Condition        Report By
 NO0202  HISTORY     - 1948     MONUMENTED       USGS
 NO0202  HISTORY     - 1957     GOOD             CGS
 NO0202
 NO0202                          STATION DESCRIPTION
 NO0202
 NO0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0202'6.3 MI E FROM CODY.
 NO0202'ABOUT 6.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0202'FROM THE STATION AT CODY, 1.3 MILES WEST OF THE ROAD CROSSING
 NO0202'AT NENZEL, IN SECTION 18, T. 34 N., R. 32 W., 31 FEET EAST OF THE
 NO0202'FIRST POLE EAST OF MILEPOST 301, 65 FEET SOUTH OF THE SOUTH
 NO0202'RAIL, 65 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 378
 NO0202'FEET EAST OF THE SOUTH END OF A 30-INCH PIPE CULVERT UNDER THE
 NO0202'TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 NO0202'FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0202'PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0206 ***********************************************************************
 NO0206  DESIGNATION -  ES 12
 NO0206  PID         -  NO0206
 NO0206  STATE/COUNTY-  NE/CHERRY
 NO0206  COUNTRY     -  US
 NO0206  USGS QUAD   -  CODY EAST (2017)
 NO0206
 NO0206                         *CURRENT SURVEY CONTROL
 NO0206  ______________________________________________________________________
 NO0206* NAD 83(1986) POSITION- 42 56 02.     (N) 101 09 55.     (W)   SCALED
 NO0206* NAVD 88 ORTHO HEIGHT -   957.473 (meters)     3141.31  (feet) ADJUSTED
 NO0206  ______________________________________________________________________
 NO0206  GEOID HEIGHT    -        -20.557 (meters)                     GEOID18
 NO0206  DYNAMIC HEIGHT  -        957.066 (meters)     3139.97  (feet) COMP
 NO0206  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 NO0206
 NO0206  VERT ORDER      -  FIRST     CLASS II
 NO0206
 NO0206.The horizontal coordinates were scaled from a map and have
 NO0206.an estimated accuracy of +/- 6 seconds.
 NO0206
 NO0206.The orthometric height was determined by differential leveling and
 NO0206.adjusted by the NATIONAL GEODETIC SURVEY
 NO0206.in June 1991.
 NO0206
 NO0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0206.GEOID18 height accuracy estimate available here.
 NO0206
 NO0206.Click photographs - Photos may exist for this station.
 NO0206
 NO0206.The dynamic height is computed by dividing the NAVD 88
 NO0206.geopotential number by the normal gravity value computed on the
 NO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0206.degrees latitude (g = 980.6199 gals.).
 NO0206
 NO0206.The modeled gravity was interpolated from observed gravity values.
 NO0206
 NO0206;                    North         East    Units  Estimated Accuracy
 NO0206;SPC NE       -   344,920.      404,890.      MT  (+/- 180 meters Scaled)
 NO0206
 NO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN233557(NAD 83)
 NO0206
 NO0206                          SUPERSEDED SURVEY CONTROL
 NO0206
 NO0206  NGVD 29 (??/??/92)  957.105  (m)         3140.10   (f) ADJ UNCH    1 2
 NO0206
 NO0206.Superseded values are not recommended for survey control.
 NO0206
 NO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0206.See file dsdata.pdf to determine how the superseded data were derived.
 NO0206
 NO0206_MARKER: DB = BENCH MARK DISK
 NO0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0206_STAMPING: ES 12 1948
 NO0206_MARK LOGO: USGS
 NO0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0206+STABILITY: SURFACE MOTION
 NO0206
 NO0206  HISTORY     - Date     Condition        Report By
 NO0206  HISTORY     - 1948     MONUMENTED       USGS
 NO0206  HISTORY     - 1957     GOOD             CGS
 NO0206
 NO0206                          STATION DESCRIPTION
 NO0206
 NO0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0206'4.4 MI E FROM CODY.
 NO0206'ABOUT 4.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0206'FROM THE STATION AT CODY, IN SECTION 11, T. 34 N., R. 33 W., 0.1
 NO0206'MILE NORTHWEST OF A RANCH HOUSE, 49 FEET SOUTHEAST OF THE THIRD
 NO0206'POLE EAST OF MILEPOST 303, 96 FEET SOUTH OF THE SOUTH RAIL, 199
 NO0206'FEET WEST OF THE CENTER LINE OF RANCH ROAD SOUTH, 2 FEET NORTH
 NO0206'OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NO0206'4 FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 NO0206'POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0208 ***********************************************************************
 NO0208  DESIGNATION -  ES 13
 NO0208  PID         -  NO0208
 NO0208  STATE/COUNTY-  NE/CHERRY
 NO0208  COUNTRY     -  US
 NO0208  USGS QUAD   -  CODY EAST (2017)
 NO0208
 NO0208                         *CURRENT SURVEY CONTROL
 NO0208  ______________________________________________________________________
 NO0208* NAD 83(1986) POSITION- 42 55 47.     (N) 101 12 02.     (W)   SCALED
 NO0208* NAVD 88 ORTHO HEIGHT -   952.772 (meters)     3125.89  (feet) ADJUSTED
 NO0208  ______________________________________________________________________
 NO0208  GEOID HEIGHT    -        -20.479 (meters)                     GEOID18
 NO0208  DYNAMIC HEIGHT  -        952.364 (meters)     3124.55  (feet) COMP
 NO0208  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 NO0208
 NO0208  VERT ORDER      -  FIRST     CLASS II
 NO0208
 NO0208.The horizontal coordinates were scaled from a map and have
 NO0208.an estimated accuracy of +/- 6 seconds.
 NO0208
 NO0208.The orthometric height was determined by differential leveling and
 NO0208.adjusted by the NATIONAL GEODETIC SURVEY
 NO0208.in June 1991.
 NO0208
 NO0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0208.GEOID18 height accuracy estimate available here.
 NO0208
 NO0208.Click photographs - Photos may exist for this station.
 NO0208
 NO0208.The dynamic height is computed by dividing the NAVD 88
 NO0208.geopotential number by the normal gravity value computed on the
 NO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0208.degrees latitude (g = 980.6199 gals.).
 NO0208
 NO0208.The modeled gravity was interpolated from observed gravity values.
 NO0208
 NO0208;                    North         East    Units  Estimated Accuracy
 NO0208;SPC NE       -   344,490.      402,000.      MT  (+/- 180 meters Scaled)
 NO0208
 NO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN204553(NAD 83)
 NO0208
 NO0208                          SUPERSEDED SURVEY CONTROL
 NO0208
 NO0208  NGVD 29 (??/??/92)  952.399  (m)         3124.66   (f) ADJ UNCH    1 2
 NO0208
 NO0208.Superseded values are not recommended for survey control.
 NO0208
 NO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0208.See file dsdata.pdf to determine how the superseded data were derived.
 NO0208
 NO0208_MARKER: DD = SURVEY DISK
 NO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0208_STAMPING: ES 13 1948
 NO0208_MARK LOGO: USGS
 NO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0208+STABILITY: SURFACE MOTION
 NO0208
 NO0208  HISTORY     - Date     Condition        Report By
 NO0208  HISTORY     - 1948     MONUMENTED       USGS
 NO0208  HISTORY     - 1957     GOOD             CGS
 NO0208
 NO0208                          STATION DESCRIPTION
 NO0208
 NO0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0208'2.3 MI E FROM CODY.
 NO0208'ABOUT 2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0208'RAILWAY FROM THE STATION AT CODY, IN SECTION 16, T. 34 N., R.
 NO0208'33 W., 7 FEET SOUTH OF MILEPOST 305, 64 FEET SOUTH OF THE SOUTH
 NO0208'RAIL, 68 FEET NORTH OF THE CENTER LINE OF THE OLD GRADE OF U.S.
 NO0208'HIGHWAY 20, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0208'3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0208'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0210 ***********************************************************************
 NO0210  DESIGNATION -  ES 14
 NO0210  PID         -  NO0210
 NO0210  STATE/COUNTY-  NE/CHERRY
 NO0210  COUNTRY     -  US
 NO0210  USGS QUAD   -  CODY EAST (2017)
 NO0210
 NO0210                         *CURRENT SURVEY CONTROL
 NO0210  ______________________________________________________________________
 NO0210* NAD 83(1986) POSITION- 42 56 08.36   (N) 101 14 51.63   (W)   HD_HELD1
 NO0210* NAVD 88 ORTHO HEIGHT -   945.004 (meters)     3100.40  (feet) ADJUSTED
 NO0210  ______________________________________________________________________
 NO0210  GEOID HEIGHT    -        -20.380 (meters)                     GEOID18
 NO0210  DYNAMIC HEIGHT  -        944.593 (meters)     3099.05  (feet) COMP
 NO0210  MODELED GRAVITY -    980,153.6   (mgal)                       NAVD 88
 NO0210
 NO0210  VERT ORDER      -  FIRST     CLASS II
 NO0210
 NO0210.The horizontal coordinates were determined by differentially corrected
 NO0210.hand held GPS observations or other comparable positioning techniques
 NO0210.and have an estimated accuracy of +/- 3 meters.
 NO0210
 NO0210.The orthometric height was determined by differential leveling and
 NO0210.adjusted by the NATIONAL GEODETIC SURVEY
 NO0210.in June 1991.
 NO0210
 NO0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0210.GEOID18 height accuracy estimate available here.
 NO0210
 NO0210.Click photographs - Photos may exist for this station.
 NO0210
 NO0210.The dynamic height is computed by dividing the NAVD 88
 NO0210.geopotential number by the normal gravity value computed on the
 NO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0210.degrees latitude (g = 980.6199 gals.).
 NO0210
 NO0210.The modeled gravity was interpolated from observed gravity values.
 NO0210
 NO0210;                    North         East    Units  Estimated Accuracy
 NO0210;SPC NE       -   345,208.0     398,163.8     MT  (+/- 3 meters HH1 GPS) 
 NO0210
 NO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1660156120(NAD 83)
 NO0210
 NO0210                          SUPERSEDED SURVEY CONTROL
 NO0210
 NO0210  NGVD 29 (??/??/92)  944.622  (m)         3099.15   (f) ADJ UNCH    1 2
 NO0210
 NO0210.Superseded values are not recommended for survey control.
 NO0210
 NO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0210.See file dsdata.pdf to determine how the superseded data were derived.
 NO0210
 NO0210_MARKER: DD = SURVEY DISK
 NO0210_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NO0210_SP_SET: WATER TANK FOUNDATION
 NO0210_STAMPING: ES 14 1948
 NO0210_MARK LOGO: USGS
 NO0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0210+STABILITY: SURFACE MOTION
 NO0210
 NO0210  HISTORY     - Date     Condition        Report By
 NO0210  HISTORY     - 1948     MONUMENTED       USGS
 NO0210  HISTORY     - 1957     GOOD             CGS
 NO0210
 NO0210                          STATION DESCRIPTION
 NO0210
 NO0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0210'AT CODY.
 NO0210'AT CODY, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN SECTION
 NO0210'7, T. 34 N., R 33 W., 294 FEET WEST OF THE SOUTHWEST CORNER OF
 NO0210'THE STATION, 91 FEET EAST OF THE SOUTHEAST CORNER OF A TOOL
 NO0210'SHED, 9 1/2 FEET NORTH OF THE NORTH RAIL, 1 FOOT ABOVE THE LEVEL
 NO0210'OF THE TRACK AND IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 NO0210'CONCRETE FOUNDATION FOR A RAILROAD WATER TANK THAT HAS BEEN
 NO0210'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0214 ***********************************************************************
 NO0214  DESIGNATION -  ES 15
 NO0214  PID         -  NO0214
 NO0214  STATE/COUNTY-  NE/CHERRY
 NO0214  COUNTRY     -  US
 NO0214  USGS QUAD   -  CODY WEST (2017)
 NO0214
 NO0214                         *CURRENT SURVEY CONTROL
 NO0214  ______________________________________________________________________
 NO0214* NAD 83(1986) POSITION- 42 56 32.     (N) 101 16 37.     (W)   SCALED
 NO0214* NAVD 88 ORTHO HEIGHT -   951.491 (meters)     3121.68  (feet) ADJUSTED
 NO0214  ______________________________________________________________________
 NO0214  GEOID HEIGHT    -        -20.314 (meters)                     GEOID18
 NO0214  DYNAMIC HEIGHT  -        951.081 (meters)     3120.34  (feet) COMP
 NO0214  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 NO0214
 NO0214  VERT ORDER      -  FIRST     CLASS II
 NO0214
 NO0214.The horizontal coordinates were scaled from a map and have
 NO0214.an estimated accuracy of +/- 6 seconds.
 NO0214
 NO0214.The orthometric height was determined by differential leveling and
 NO0214.adjusted by the NATIONAL GEODETIC SURVEY
 NO0214.in June 1991.
 NO0214
 NO0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0214.GEOID18 height accuracy estimate available here.
 NO0214
 NO0214.Click photographs - Photos may exist for this station.
 NO0214
 NO0214.The dynamic height is computed by dividing the NAVD 88
 NO0214.geopotential number by the normal gravity value computed on the
 NO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0214.degrees latitude (g = 980.6199 gals.).
 NO0214
 NO0214.The modeled gravity was interpolated from observed gravity values.
 NO0214
 NO0214;                    North         East    Units  Estimated Accuracy
 NO0214;SPC NE       -   345,970.      395,790.      MT  (+/- 180 meters Scaled)
 NO0214
 NO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN142569(NAD 83)
 NO0214
 NO0214                          SUPERSEDED SURVEY CONTROL
 NO0214
 NO0214  NGVD 29 (??/??/92)  951.109  (m)         3120.43   (f) ADJ UNCH    1 2
 NO0214
 NO0214.Superseded values are not recommended for survey control.
 NO0214
 NO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0214.See file dsdata.pdf to determine how the superseded data were derived.
 NO0214
 NO0214_MARKER: DD = SURVEY DISK
 NO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0214_STAMPING: ES 15 1948
 NO0214_MARK LOGO: USGS
 NO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0214+STABILITY: SURFACE MOTION
 NO0214
 NO0214  HISTORY     - Date     Condition        Report By
 NO0214  HISTORY     - 1948     MONUMENTED       USGS
 NO0214  HISTORY     - 1957     GOOD             CGS
 NO0214
 NO0214                          STATION DESCRIPTION
 NO0214
 NO0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0214'1.7 MI W FROM CODY.
 NO0214'ABOUT 1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0214'FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 34 W., 73
 NO0214'FEET SOUTHEAST OF THE FIRST POLE EAST OF MILEPOST 309, 97 FEET
 NO0214'SOUTH OF THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0214'HIGHWAY 20, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 EAST OF A WHITE
 NO0214'WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE RAIL AND IN THE
 NO0214'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0223 ***********************************************************************
 NO0223  DESIGNATION -  ES 17
 NO0223  PID         -  NO0223
 NO0223  STATE/COUNTY-  NE/CHERRY
 NO0223  COUNTRY     -  US
 NO0223  USGS QUAD   -  CODY WEST (2017)
 NO0223
 NO0223                         *CURRENT SURVEY CONTROL
 NO0223  ______________________________________________________________________
 NO0223* NAD 83(1986) POSITION- 42 57 06.     (N) 101 20 33.     (W)   SCALED
 NO0223* NAVD 88 ORTHO HEIGHT -   957.157 (meters)     3140.27  (feet) ADJUSTED
 NO0223  ______________________________________________________________________
 NO0223  GEOID HEIGHT    -        -20.153 (meters)                     GEOID18
 NO0223  DYNAMIC HEIGHT  -        956.752 (meters)     3138.94  (feet) COMP
 NO0223  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 NO0223
 NO0223  VERT ORDER      -  FIRST     CLASS II
 NO0223
 NO0223.The horizontal coordinates were scaled from a map and have
 NO0223.an estimated accuracy of +/- 6 seconds.
 NO0223
 NO0223.The orthometric height was determined by differential leveling and
 NO0223.adjusted by the NATIONAL GEODETIC SURVEY
 NO0223.in June 1991.
 NO0223
 NO0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0223.GEOID18 height accuracy estimate available here.
 NO0223
 NO0223.Click photographs - Photos may exist for this station.
 NO0223
 NO0223.The dynamic height is computed by dividing the NAVD 88
 NO0223.geopotential number by the normal gravity value computed on the
 NO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0223.degrees latitude (g = 980.6199 gals.).
 NO0223
 NO0223.The modeled gravity was interpolated from observed gravity values.
 NO0223
 NO0223;                    North         East    Units  Estimated Accuracy
 NO0223;SPC NE       -   347,100.      390,450.      MT  (+/- 180 meters Scaled)
 NO0223
 NO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN089581(NAD 83)
 NO0223
 NO0223                          SUPERSEDED SURVEY CONTROL
 NO0223
 NO0223  NGVD 29 (??/??/92)  956.777  (m)         3139.03   (f) ADJ UNCH    1 2
 NO0223
 NO0223.Superseded values are not recommended for survey control.
 NO0223
 NO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0223.See file dsdata.pdf to determine how the superseded data were derived.
 NO0223
 NO0223_MARKER: DD = SURVEY DISK
 NO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0223_STAMPING: ES 17 1948
 NO0223_MARK LOGO: USGS
 NO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0223+STABILITY: SURFACE MOTION
 NO0223
 NO0223  HISTORY     - Date     Condition        Report By
 NO0223  HISTORY     - 1948     MONUMENTED       USGS
 NO0223  HISTORY     - 1957     GOOD             CGS
 NO0223
 NO0223                          STATION DESCRIPTION
 NO0223
 NO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0223'5.5 MI W FROM CODY.
 NO0223'ABOUT 5.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0223'FROM THE STATION AT CODY, IN SECTION 5, T. 34 N., R. 34 W., 6
 NO0223'POLES SOUTH OF MILEPOST 313, ON THE OUTSIDE AND NEAR THE CENTER
 NO0223'OF A CURVE, 46 FEET EAST OF THE EAST RAIL, 3 FEET NORTHWEST OF A
 NO0223'T FENCE CORNER, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0223'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0223'PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0225 ***********************************************************************
 NO0225  DESIGNATION -  ES 18
 NO0225  PID         -  NO0225
 NO0225  STATE/COUNTY-  NE/CHERRY
 NO0225  COUNTRY     -  US
 NO0225  USGS QUAD   -  ELI (2017)
 NO0225
 NO0225                         *CURRENT SURVEY CONTROL
 NO0225  ______________________________________________________________________
 NO0225* NAD 83(1986) POSITION- 42 57 36.76   (N) 101 22 56.12   (W)   HD_HELD1
 NO0225* NAVD 88 ORTHO HEIGHT -   966.084 (meters)     3169.56  (feet) ADJUSTED
 NO0225  ______________________________________________________________________
 NO0225  GEOID HEIGHT    -        -20.064 (meters)                     GEOID18
 NO0225  DYNAMIC HEIGHT  -        965.675 (meters)     3168.22  (feet) COMP
 NO0225  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 NO0225
 NO0225  VERT ORDER      -  FIRST     CLASS II
 NO0225
 NO0225.The horizontal coordinates were determined by differentially corrected
 NO0225.hand held GPS observations or other comparable positioning techniques
 NO0225.and have an estimated accuracy of +/- 3 meters.
 NO0225
 NO0225.The orthometric height was determined by differential leveling and
 NO0225.adjusted by the NATIONAL GEODETIC SURVEY
 NO0225.in June 1991.
 NO0225
 NO0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0225.GEOID18 height accuracy estimate available here.
 NO0225
 NO0225.Click photographs - Photos may exist for this station.
 NO0225
 NO0225.The dynamic height is computed by dividing the NAVD 88
 NO0225.geopotential number by the normal gravity value computed on the
 NO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0225.degrees latitude (g = 980.6199 gals.).
 NO0225
 NO0225.The modeled gravity was interpolated from observed gravity values.
 NO0225
 NO0225;                    North         East    Units  Estimated Accuracy
 NO0225;SPC NE       -   348,102.6     387,223.7     MT  (+/- 3 meters HH1 GPS) 
 NO0225
 NO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN0569659149(NAD 83)
 NO0225
 NO0225                          SUPERSEDED SURVEY CONTROL
 NO0225
 NO0225  NGVD 29 (??/??/92)  965.699  (m)         3168.30   (f) ADJ UNCH    1 2
 NO0225
 NO0225.Superseded values are not recommended for survey control.
 NO0225
 NO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0225.See file dsdata.pdf to determine how the superseded data were derived.
 NO0225
 NO0225_MARKER: DD = SURVEY DISK
 NO0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0225_STAMPING: ES 18 1948
 NO0225_MARK LOGO: USGS
 NO0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0225+STABILITY: SURFACE MOTION
 NO0225
 NO0225  HISTORY     - Date     Condition        Report By
 NO0225  HISTORY     - 1948     MONUMENTED       USGS
 NO0225  HISTORY     - 1957     GOOD             CGS
 NO0225
 NO0225                          STATION DESCRIPTION
 NO0225
 NO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0225'7.7 MI W FROM CODY.
 NO0225'ABOUT 7.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0225'FROM THE STATION AT CODY, IN SECTION 36, T. 35 N., R. 35 W.,
 NO0225'101 FEET NORTH-NORTHWEST AND ACROSS THE TRACK FROM MILEPOST 315,
 NO0225'46 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE LINE,
 NO0225'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 NO0225'ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0225'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0227 ***********************************************************************
 NO0227  DESIGNATION -  ES 19
 NO0227  PID         -  NO0227
 NO0227  STATE/COUNTY-  NE/CHERRY
 NO0227  COUNTRY     -  US
 NO0227  USGS QUAD   -  ELI (2017)
 NO0227
 NO0227                         *CURRENT SURVEY CONTROL
 NO0227  ______________________________________________________________________
 NO0227* NAD 83(1986) POSITION- 42 57 25.     (N) 101 25 20.     (W)   SCALED
 NO0227* NAVD 88 ORTHO HEIGHT -   970.913 (meters)     3185.40  (feet) ADJUSTED
 NO0227  ______________________________________________________________________
 NO0227  GEOID HEIGHT    -        -19.957 (meters)                     GEOID18
 NO0227  DYNAMIC HEIGHT  -        970.502 (meters)     3184.06  (feet) COMP
 NO0227  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 NO0227
 NO0227  VERT ORDER      -  FIRST     CLASS II
 NO0227
 NO0227.The horizontal coordinates were scaled from a map and have
 NO0227.an estimated accuracy of +/- 6 seconds.
 NO0227
 NO0227.The orthometric height was determined by differential leveling and
 NO0227.adjusted by the NATIONAL GEODETIC SURVEY
 NO0227.in June 1991.
 NO0227
 NO0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0227.GEOID18 height accuracy estimate available here.
 NO0227
 NO0227.Click photographs - Photos may exist for this station.
 NO0227
 NO0227.The dynamic height is computed by dividing the NAVD 88
 NO0227.geopotential number by the normal gravity value computed on the
 NO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0227.degrees latitude (g = 980.6199 gals.).
 NO0227
 NO0227.The modeled gravity was interpolated from observed gravity values.
 NO0227
 NO0227;                    North         East    Units  Estimated Accuracy
 NO0227;SPC NE       -   347,790.      383,960.      MT  (+/- 180 meters Scaled)
 NO0227
 NO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN024588(NAD 83)
 NO0227
 NO0227                          SUPERSEDED SURVEY CONTROL
 NO0227
 NO0227  NGVD 29 (??/??/92)  970.524  (m)         3184.13   (f) ADJ UNCH    1 2
 NO0227
 NO0227.Superseded values are not recommended for survey control.
 NO0227
 NO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0227.See file dsdata.pdf to determine how the superseded data were derived.
 NO0227
 NO0227_MARKER: DD = SURVEY DISK
 NO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0227_STAMPING: ES 19 1948
 NO0227_MARK LOGO: USGS
 NO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0227+STABILITY: SURFACE MOTION
 NO0227
 NO0227  HISTORY     - Date     Condition        Report By
 NO0227  HISTORY     - 1948     MONUMENTED       USGS
 NO0227  HISTORY     - 1957     GOOD             CGS
 NO0227
 NO0227                          STATION DESCRIPTION
 NO0227
 NO0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0227'9.7 MI W FROM CODY.
 NO0227'ABOUT 9.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0227'FROM THE STATION AT CODY, IN SECTION 3, T. 34 N., R. 35 W., 77
 NO0227'FEET NORTHWEST AND ACROSS THE TRACK FROM MILEPOST 317, 46 1/2 FEET
 NO0227'NORTH OF THE NORTH RAIL, 2 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2
 NO0227'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NO0227'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0151 ***********************************************************************
 NO0151  DESIGNATION -  ES 2
 NO0151  PID         -  NO0151
 NO0151  STATE/COUNTY-  NE/CHERRY
 NO0151  COUNTRY     -  US
 NO0151  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0151
 NO0151                         *CURRENT SURVEY CONTROL
 NO0151  ______________________________________________________________________
 NO0151* NAD 83(1986) POSITION- 42 55 17.65   (N) 100 51 59.42   (W)   HD_HELD1
 NO0151* NAVD 88 ORTHO HEIGHT -   867.310 (meters)     2845.50  (feet) ADJUSTED
 NO0151  ______________________________________________________________________
 NO0151  GEOID HEIGHT    -        -21.179 (meters)                     GEOID18
 NO0151  DYNAMIC HEIGHT  -        866.959 (meters)     2844.35  (feet) COMP
 NO0151  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 NO0151
 NO0151  VERT ORDER      -  FIRST     CLASS II
 NO0151
 NO0151.The horizontal coordinates were determined by differentially corrected
 NO0151.hand held GPS observations or other comparable positioning techniques
 NO0151.and have an estimated accuracy of +/- 3 meters.
 NO0151
 NO0151.The orthometric height was determined by differential leveling and
 NO0151.adjusted by the NATIONAL GEODETIC SURVEY
 NO0151.in June 1991.
 NO0151
 NO0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0151.GEOID18 height accuracy estimate available here.
 NO0151
 NO0151.Click photographs - Photos may exist for this station.
 NO0151
 NO0151.The dynamic height is computed by dividing the NAVD 88
 NO0151.geopotential number by the normal gravity value computed on the
 NO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0151.degrees latitude (g = 980.6199 gals.).
 NO0151
 NO0151.The modeled gravity was interpolated from observed gravity values.
 NO0151
 NO0151;                    North         East    Units  Estimated Accuracy
 NO0151;SPC NE       -   343,262.9     429,258.2     MT  (+/- 3 meters HH1 GPS) 
 NO0151
 NO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4766853795(NAD 83)
 NO0151
 NO0151                          SUPERSEDED SURVEY CONTROL
 NO0151
 NO0151  NGVD 29 (??/??/92)  866.989  (m)         2844.45   (f) ADJ UNCH    1 2
 NO0151
 NO0151.Superseded values are not recommended for survey control.
 NO0151
 NO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0151.See file dsdata.pdf to determine how the superseded data were derived.
 NO0151
 NO0151_MARKER: DD = SURVEY DISK
 NO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0151_STAMPING: ES 2 1948
 NO0151_MARK LOGO: USGS
 NO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0151+STABILITY: SURFACE MOTION
 NO0151
 NO0151  HISTORY     - Date     Condition        Report By
 NO0151  HISTORY     - 1948     MONUMENTED       USGS
 NO0151  HISTORY     - 1957     GOOD             CGS
 NO0151
 NO0151                          STATION DESCRIPTION
 NO0151
 NO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0151'4.8 MI E FROM KILGORE.
 NO0151'ABOUT 4.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0151'FROM THE STATION AT KILGORE, 0.3 MILE WEST OF THE JUNCTION OF
 NO0151'A ROAD SOUTH, IN SECTION 17, T. 34 N., R. 30 W., 52 FEET SOUTH OF
 NO0151'MILEPOST 287, 94 1/2 FEET SOUTH OF THE SOUTH RAIL, 40 FEET NORTH
 NO0151'OF THE CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FEET WEST OF A WHITE
 NO0151'WOODEN WITNESS POST, 1 1/2 FEET NORTHEAST OF A RAILROAD RIGHT-OF-WAY
 NO0151'MARKER POST, 5 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 NO0151'POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0229 ***********************************************************************
 NO0229  DESIGNATION -  ES 20
 NO0229  PID         -  NO0229
 NO0229  STATE/COUNTY-  NE/CHERRY
 NO0229  COUNTRY     -  US
 NO0229  USGS QUAD   -  ELI (2017)
 NO0229
 NO0229                         *CURRENT SURVEY CONTROL
 NO0229  ______________________________________________________________________
 NO0229* NAD 83(1986) POSITION- 42 57 10.     (N) 101 27 08.     (W)   SCALED
 NO0229* NAVD 88 ORTHO HEIGHT -   981.085 (meters)     3218.78  (feet) ADJUSTED
 NO0229  ______________________________________________________________________
 NO0229  GEOID HEIGHT    -        -19.879 (meters)                     GEOID18
 NO0229  DYNAMIC HEIGHT  -        980.669 (meters)     3217.41  (feet) COMP
 NO0229  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 NO0229
 NO0229  VERT ORDER      -  FIRST     CLASS II
 NO0229
 NO0229.The horizontal coordinates were scaled from a map and have
 NO0229.an estimated accuracy of +/- 6 seconds.
 NO0229
 NO0229.The orthometric height was determined by differential leveling and
 NO0229.adjusted by the NATIONAL GEODETIC SURVEY
 NO0229.in June 1991.
 NO0229
 NO0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0229.GEOID18 height accuracy estimate available here.
 NO0229
 NO0229.Click photographs - Photos may exist for this station.
 NO0229
 NO0229.The dynamic height is computed by dividing the NAVD 88
 NO0229.geopotential number by the normal gravity value computed on the
 NO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0229.degrees latitude (g = 980.6199 gals.).
 NO0229
 NO0229.The modeled gravity was interpolated from observed gravity values.
 NO0229
 NO0229;                    North         East    Units  Estimated Accuracy
 NO0229;SPC NE       -   347,370.      381,500.      MT  (+/- 180 meters Scaled)
 NO0229
 NO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN999584(NAD 83)
 NO0229
 NO0229                          SUPERSEDED SURVEY CONTROL
 NO0229
 NO0229  NGVD 29 (??/??/92)  980.694  (m)         3217.49   (f) ADJ UNCH    1 2
 NO0229
 NO0229.Superseded values are not recommended for survey control.
 NO0229
 NO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0229.See file dsdata.pdf to determine how the superseded data were derived.
 NO0229
 NO0229_MARKER: DD = SURVEY DISK
 NO0229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0229_STAMPING: ES 20 1948
 NO0229_MARK LOGO: USGS
 NO0229_PROJECTION: PROJECTING 30 CENTIMETERS
 NO0229_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0229
 NO0229  HISTORY     - Date     Condition        Report By
 NO0229  HISTORY     - 1948     MONUMENTED       USGS
 NO0229  HISTORY     - 1957     GOOD             CGS
 NO0229
 NO0229                          STATION DESCRIPTION
 NO0229
 NO0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0229'11.4 MI W FROM CODY.
 NO0229'ABOUT 11.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0229'FROM THE STATION AT CODY, IN SECTION 4, T. 34 N., R. 35 W., 87
 NO0229'FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM THE 11 POLE EAST
 NO0229'OF MILEPOST 319, 38 FEET NORTH OF THE NORTH RAIL, 87 FEET NORTHEAST
 NO0229'OF THE CENTER OF A ROAD CROSSING, 10 FEET SOUTH OF A FENCE LINE,
 NO0229'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NO0229'TRACK AND IN THE TOP OF A 4-INCH IRON PIPE THAT IS FILLED
 NO0229'WITH CONCRETE AND PROJECTS 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0303 ***********************************************************************
 NO0303  DESIGNATION -  ES 22
 NO0303  PID         -  NO0303
 NO0303  STATE/COUNTY-  NE/CHERRY
 NO0303  COUNTRY     -  US
 NO0303  USGS QUAD   -  MERRIMAN NE (2017)
 NO0303
 NO0303                         *CURRENT SURVEY CONTROL
 NO0303  ______________________________________________________________________
 NO0303* NAD 83(1986) POSITION- 42 56 13.     (N) 101 32 39.     (W)   SCALED
 NO0303* NAVD 88 ORTHO HEIGHT -   967.056 (meters)     3172.75  (feet) ADJUSTED
 NO0303  ______________________________________________________________________
 NO0303  GEOID HEIGHT    -        -19.643 (meters)                     GEOID18
 NO0303  DYNAMIC HEIGHT  -        966.644 (meters)     3171.40  (feet) COMP
 NO0303  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 NO0303
 NO0303  VERT ORDER      -  FIRST     CLASS II
 NO0303
 NO0303.The horizontal coordinates were scaled from a map and have
 NO0303.an estimated accuracy of +/- 6 seconds.
 NO0303
 NO0303.The orthometric height was determined by differential leveling and
 NO0303.adjusted by the NATIONAL GEODETIC SURVEY
 NO0303.in June 1991.
 NO0303
 NO0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0303.GEOID18 height accuracy estimate available here.
 NO0303
 NO0303.Click photographs - Photos may exist for this station.
 NO0303
 NO0303.The dynamic height is computed by dividing the NAVD 88
 NO0303.geopotential number by the normal gravity value computed on the
 NO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0303.degrees latitude (g = 980.6199 gals.).
 NO0303
 NO0303.The modeled gravity was interpolated from observed gravity values.
 NO0303
 NO0303;                    North         East    Units  Estimated Accuracy
 NO0303;SPC NE       -   345,740.      373,970.      MT  (+/- 180 meters Scaled)
 NO0303
 NO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN924569(NAD 83)
 NO0303
 NO0303                          SUPERSEDED SURVEY CONTROL
 NO0303
 NO0303  NGVD 29 (??/??/92)  966.661  (m)         3171.45   (f) ADJ UNCH    1 2
 NO0303
 NO0303.Superseded values are not recommended for survey control.
 NO0303
 NO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0303.See file dsdata.pdf to determine how the superseded data were derived.
 NO0303
 NO0303_MARKER: DD = SURVEY DISK
 NO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0303_STAMPING: ES 22 1948
 NO0303_MARK LOGO: USGS
 NO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0303+STABILITY: SURFACE MOTION
 NO0303
 NO0303  HISTORY     - Date     Condition        Report By
 NO0303  HISTORY     - 1948     MONUMENTED       USGS
 NO0303  HISTORY     - 1957     GOOD             CGS
 NO0303
 NO0303                          STATION DESCRIPTION
 NO0303
 NO0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0303'8.3 MI E FROM MERRIMAN.
 NO0303'ABOUT 8.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0303'FROM THE STATION AT MERRIMAN, IN SECTION 10, T. 34 N., R. 36 W.,
 NO0303'15 FEET SOUTHEAST OF THE FOURTH POLE EAST OF MILEPOST 324, 49
 NO0303'FEET SOUTH OF THE SOUTH RAIL, 407 FEET EAST-SOUTHEAST OF THE
 NO0303'SOUTHEAST CORNER OF BRIDGE 515, 14 FEET WEST OF A T FENCE CORNER,
 NO0303'28 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 30
 NO0303'FEET NORTH OF THE CENTER LINE OF A DIM ROAD, 2 1/2 FEET LOWER
 NO0303'THAN THE TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST
 NO0303'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0199 ***********************************************************************
 NO0199  DESIGNATION -  ES 23
 NO0199  PID         -  NO0199
 NO0199  STATE/COUNTY-  NE/CHERRY
 NO0199  COUNTRY     -  US
 NO0199  USGS QUAD   -  NENZEL (2017)
 NO0199
 NO0199                         *CURRENT SURVEY CONTROL
 NO0199  ______________________________________________________________________
 NO0199* NAD 83(1986) POSITION- 42 55 33.28   (N) 101 06 08.70   (W)   HD_HELD1
 NO0199* NAVD 88 ORTHO HEIGHT -   949.422 (meters)     3114.90  (feet) ADJUSTED
 NO0199  ______________________________________________________________________
 NO0199  GEOID HEIGHT    -        -20.658 (meters)                     GEOID18
 NO0199  DYNAMIC HEIGHT  -        949.018 (meters)     3113.57  (feet) COMP
 NO0199  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 NO0199
 NO0199  VERT ORDER      -  FIRST     CLASS II
 NO0199
 NO0199.The horizontal coordinates were determined by differentially corrected
 NO0199.hand held GPS observations or other comparable positioning techniques
 NO0199.and have an estimated accuracy of +/- 3 meters.
 NO0199
 NO0199.The orthometric height was determined by differential leveling and
 NO0199.adjusted by the NATIONAL GEODETIC SURVEY
 NO0199.in June 1991.
 NO0199
 NO0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0199.GEOID18 height accuracy estimate available here.
 NO0199
 NO0199.Click photographs - Photos may exist for this station.
 NO0199
 NO0199.The dynamic height is computed by dividing the NAVD 88
 NO0199.geopotential number by the normal gravity value computed on the
 NO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0199.degrees latitude (g = 980.6199 gals.).
 NO0199
 NO0199.The modeled gravity was interpolated from observed gravity values.
 NO0199
 NO0199;                    North         East    Units  Estimated Accuracy
 NO0199;SPC NE       -   343,964.5     410,005.4     MT  (+/- 3 meters HH1 GPS) 
 NO0199
 NO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2842654731(NAD 83)
 NO0199
 NO0199                          SUPERSEDED SURVEY CONTROL
 NO0199
 NO0199  NGVD 29 (??/??/92)  949.058  (m)         3113.70   (f) ADJ UNCH    1 2
 NO0199
 NO0199.Superseded values are not recommended for survey control.
 NO0199
 NO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0199.See file dsdata.pdf to determine how the superseded data were derived.
 NO0199
 NO0199_MARKER: DD = SURVEY DISK
 NO0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0199_SP_SET: BUILDING
 NO0199_STAMPING: ES 23 1948
 NO0199_MARK LOGO: USGS
 NO0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0199
 NO0199  HISTORY     - Date     Condition        Report By
 NO0199  HISTORY     - 1948     MONUMENTED       USGS
 NO0199  HISTORY     - 1957     GOOD             CGS
 NO0199
 NO0199                          STATION DESCRIPTION
 NO0199
 NO0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0199'8 MI W FROM KILGORE.
 NO0199'ABOUT 7.95 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0199'FROM THE STATION AT KILGORE, AT NENZEL, IN SECTION 16, T. 34 N.,
 NO0199'R. 32 W., 0.1 MILE SOUTH ALONG A STREET FROM THE STATION, 64
 NO0199'FEET EAST OF THE CENTER LINE OF THE STREET, 13 FEET SOUTHWEST
 NO0199'OF THE CENTER OF THE ENTRANCE TO THE SCHOOL BUILDING, 1 FOOT
 NO0199'SOUTHWEST OF THE SOUTHWEST EDGE OF A MANHOLE, IN THE TOP OF THE
 NO0199'SOUTHWEST CORNER OF THE CONCRETE PAVED IN FRONT OF THE SCHOOL
 NO0199'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0154 ***********************************************************************
 NO0154  DESIGNATION -  ES 3
 NO0154  PID         -  NO0154
 NO0154  STATE/COUNTY-  NE/CHERRY
 NO0154  COUNTRY     -  US
 NO0154  USGS QUAD   -  KILGORE (2017)
 NO0154
 NO0154                         *CURRENT SURVEY CONTROL
 NO0154  ______________________________________________________________________
 NO0154* NAD 83(1986) POSITION- 42 55 20.35   (N) 100 54 11.66   (W)   HD_HELD1
 NO0154* NAVD 88 ORTHO HEIGHT -   877.484 (meters)     2878.88  (feet) ADJUSTED
 NO0154  ______________________________________________________________________
 NO0154  GEOID HEIGHT    -        -21.092 (meters)                     GEOID18
 NO0154  DYNAMIC HEIGHT  -        877.127 (meters)     2877.71  (feet) COMP
 NO0154  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 NO0154
 NO0154  VERT ORDER      -  FIRST     CLASS II
 NO0154
 NO0154.The horizontal coordinates were determined by differentially corrected
 NO0154.hand held GPS observations or other comparable positioning techniques
 NO0154.and have an estimated accuracy of +/- 3 meters.
 NO0154
 NO0154.The orthometric height was determined by differential leveling and
 NO0154.adjusted by the NATIONAL GEODETIC SURVEY
 NO0154.in June 1991.
 NO0154
 NO0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0154.GEOID18 height accuracy estimate available here.
 NO0154
 NO0154.Click photographs - Photos may exist for this station.
 NO0154
 NO0154.The dynamic height is computed by dividing the NAVD 88
 NO0154.geopotential number by the normal gravity value computed on the
 NO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0154.degrees latitude (g = 980.6199 gals.).
 NO0154
 NO0154.The modeled gravity was interpolated from observed gravity values.
 NO0154
 NO0154;                    North         East    Units  Estimated Accuracy
 NO0154;SPC NE       -   343,376.9     426,260.2     MT  (+/- 3 meters HH1 GPS) 
 NO0154
 NO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4467253945(NAD 83)
 NO0154
 NO0154                          SUPERSEDED SURVEY CONTROL
 NO0154
 NO0154  NGVD 29 (??/??/92)  877.159  (m)         2877.81   (f) ADJ UNCH    1 2
 NO0154
 NO0154.Superseded values are not recommended for survey control.
 NO0154
 NO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0154.See file dsdata.pdf to determine how the superseded data were derived.
 NO0154
 NO0154_MARKER: DD = SURVEY DISK
 NO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0154_STAMPING: ES 3 1948
 NO0154_MARK LOGO: USGS
 NO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0154+STABILITY: SURFACE MOTION
 NO0154
 NO0154  HISTORY     - Date     Condition        Report By
 NO0154  HISTORY     - 1948     MONUMENTED       USGS
 NO0154  HISTORY     - 1957     GOOD             CGS
 NO0154
 NO0154                          STATION DESCRIPTION
 NO0154
 NO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0154'2.8 MI E FROM KILGORE.
 NO0154'ABOUT 2.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0154'RAILWAY FROM THE STATION AT KILGORE, IN SECTION 18, T. 34 N.,
 NO0154'R. 30 W., 70 FEET WEST-SOUTHWEST OF MILEPOST 289, 96 FEET
 NO0154'SOUTH-SOUTHWEST OF THE NEAR RAIL, 35 FEET NORTH-NORTHEAST OF THE
 NO0154'CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FET EAST OF A RAILROAD
 NO0154'RIGHT-OF-WAY MARKER POST, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0154'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP
 NO0154'OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0156 ***********************************************************************
 NO0156  DESIGNATION -  ES 4
 NO0156  PID         -  NO0156
 NO0156  STATE/COUNTY-  NE/CHERRY
 NO0156  COUNTRY     -  US
 NO0156  USGS QUAD   -  KILGORE (2017)
 NO0156
 NO0156                         *CURRENT SURVEY CONTROL
 NO0156  ______________________________________________________________________
 NO0156* NAD 83(1986) POSITION- 42 56 01.90   (N) 100 56 23.31   (W)   HD_HELD1
 NO0156* NAVD 88 ORTHO HEIGHT -   887.508 (meters)     2911.77  (feet) ADJUSTED
 NO0156  ______________________________________________________________________
 NO0156  GEOID HEIGHT    -        -21.023 (meters)                     GEOID18
 NO0156  DYNAMIC HEIGHT  -        887.145 (meters)     2910.57  (feet) COMP
 NO0156  MODELED GRAVITY -    980,181.9   (mgal)                       NAVD 88
 NO0156
 NO0156  VERT ORDER      -  FIRST     CLASS II
 NO0156
 NO0156.The horizontal coordinates were determined by differentially corrected
 NO0156.hand held GPS observations or other comparable positioning techniques
 NO0156.and have an estimated accuracy of +/- 3 meters.
 NO0156
 NO0156.The orthometric height was determined by differential leveling and
 NO0156.adjusted by the NATIONAL GEODETIC SURVEY
 NO0156.in June 1991.
 NO0156
 NO0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0156.GEOID18 height accuracy estimate available here.
 NO0156
 NO0156.Click photographs - Photos may exist for this station.
 NO0156
 NO0156.The dynamic height is computed by dividing the NAVD 88
 NO0156.geopotential number by the normal gravity value computed on the
 NO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0156.degrees latitude (g = 980.6199 gals.).
 NO0156
 NO0156.The modeled gravity was interpolated from observed gravity values.
 NO0156
 NO0156;                    North         East    Units  Estimated Accuracy
 NO0156;SPC NE       -   344,690.8     423,288.8     MT  (+/- 3 meters HH1 GPS) 
 NO0156
 NO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4171755295(NAD 83)
 NO0156
 NO0156                          SUPERSEDED SURVEY CONTROL
 NO0156
 NO0156  NGVD 29 (??/??/92)  887.176  (m)         2910.68   (f) ADJ UNCH    1 2
 NO0156
 NO0156.Superseded values are not recommended for survey control.
 NO0156
 NO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0156.See file dsdata.pdf to determine how the superseded data were derived.
 NO0156
 NO0156_MARKER: DD = SURVEY DISK
 NO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0156_STAMPING: ES 4 1948
 NO0156_MARK LOGO: USGS
 NO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0156+STABILITY: SURFACE MOTION
 NO0156
 NO0156  HISTORY     - Date     Condition        Report By
 NO0156  HISTORY     - 1948     MONUMENTED       USGS
 NO0156  HISTORY     - 1957     GOOD             CGS
 NO0156
 NO0156                          STATION DESCRIPTION
 NO0156
 NO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0156'0.8 MI E FROM KILGORE.
 NO0156'ABOUT 0.75 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0156'FROM THE STATION AT KILGORE, IN SECTION 11, T. 34 N., R. 31 W.,
 NO0156'56 1/2 FEET SOUTH OF MILEPOST 291, 96 FEET SOUTH-SOUTHWEST OF
 NO0156'THE NEAR RAIL, 34 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 NO0156'HIGHWAY, 1 1/2 FEET SOUTHEAST OF A RAILROAD RIGHT-OF-WAY MARKER,
 NO0156'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NO0156'WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 NO0156'INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0157 ***********************************************************************
 NO0157  DESIGNATION -  ES 5
 NO0157  PID         -  NO0157
 NO0157  STATE/COUNTY-  NE/CHERRY
 NO0157  COUNTRY     -  US
 NO0157  USGS QUAD   -  KILGORE (2017)
 NO0157
 NO0157                         *CURRENT SURVEY CONTROL
 NO0157  ______________________________________________________________________
 NO0157* NAD 83(1986) POSITION- 42 56 10.49   (N) 100 57 14.93   (W)   HD_HELD1
 NO0157* NAVD 88 ORTHO HEIGHT -   890.107 (meters)     2920.29  (feet) ADJUSTED
 NO0157  ______________________________________________________________________
 NO0157  GEOID HEIGHT    -        -20.993 (meters)                     GEOID18
 NO0157  DYNAMIC HEIGHT  -        889.743 (meters)     2919.10  (feet) COMP
 NO0157  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 NO0157
 NO0157  VERT ORDER      -  FIRST     CLASS II
 NO0157
 NO0157.The horizontal coordinates were determined by differentially corrected
 NO0157.hand held GPS observations or other comparable positioning techniques
 NO0157.and have an estimated accuracy of +/- 3 meters.
 NO0157
 NO0157.The orthometric height was determined by differential leveling and
 NO0157.adjusted by the NATIONAL GEODETIC SURVEY
 NO0157.in June 1991.
 NO0157
 NO0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0157.GEOID18 height accuracy estimate available here.
 NO0157
 NO0157.Click photographs - Photos may exist for this station.
 NO0157
 NO0157.The dynamic height is computed by dividing the NAVD 88
 NO0157.geopotential number by the normal gravity value computed on the
 NO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0157.degrees latitude (g = 980.6199 gals.).
 NO0157
 NO0157.The modeled gravity was interpolated from observed gravity values.
 NO0157
 NO0157;                    North         East    Units  Estimated Accuracy
 NO0157;SPC NE       -   344,968.6     422,121.3     MT  (+/- 3 meters HH1 GPS) 
 NO0157
 NO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4055355587(NAD 83)
 NO0157
 NO0157                          SUPERSEDED SURVEY CONTROL
 NO0157
 NO0157  NGVD 29 (??/??/92)  889.774  (m)         2919.20   (f) ADJ UNCH    1 2
 NO0157
 NO0157.Superseded values are not recommended for survey control.
 NO0157
 NO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0157.See file dsdata.pdf to determine how the superseded data were derived.
 NO0157
 NO0157_MARKER: DD = SURVEY DISK
 NO0157_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NO0157_SP_SET: WATER TANK FOUNDATION
 NO0157_STAMPING: ES 5 1948
 NO0157_MARK LOGO: USGS
 NO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0157+STABILITY: SURFACE MOTION
 NO0157
 NO0157  HISTORY     - Date     Condition        Report By
 NO0157  HISTORY     - 1948     MONUMENTED       USGS
 NO0157  HISTORY     - 1957     GOOD             CGS
 NO0157
 NO0157                          STATION DESCRIPTION
 NO0157
 NO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0157'AT KILGORE.
 NO0157'AT KILGORE, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 167
 NO0157'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 15 FEET NORTH
 NO0157'OF THE NORTH RAIL, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF
 NO0157'THE SOUTH END OF THE WEST CONCRETE FOUNDATION OF A RAILROAD
 NO0157'WATER TANK THAT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0159 ***********************************************************************
 NO0159  DESIGNATION -  ES 6
 NO0159  PID         -  NO0159
 NO0159  STATE/COUNTY-  NE/CHERRY
 NO0159  COUNTRY     -  US
 NO0159  USGS QUAD   -  KILGORE (2017)
 NO0159
 NO0159                         *CURRENT SURVEY CONTROL
 NO0159  ______________________________________________________________________
 NO0159* NAD 83(1986) POSITION- 42 56 02.15   (N) 100 58 40.82   (W)   HD_HELD1
 NO0159* NAVD 88 ORTHO HEIGHT -   902.455 (meters)     2960.80  (feet) ADJUSTED
 NO0159  ______________________________________________________________________
 NO0159  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 NO0159  DYNAMIC HEIGHT  -        902.083 (meters)     2959.58  (feet) COMP
 NO0159  MODELED GRAVITY -    980,177.3   (mgal)                       NAVD 88
 NO0159
 NO0159  VERT ORDER      -  FIRST     CLASS II
 NO0159
 NO0159.The horizontal coordinates were determined by differentially corrected
 NO0159.hand held GPS observations or other comparable positioning techniques
 NO0159.and have an estimated accuracy of +/- 3 meters.
 NO0159
 NO0159.The orthometric height was determined by differential leveling and
 NO0159.adjusted by the NATIONAL GEODETIC SURVEY
 NO0159.in June 1991.
 NO0159
 NO0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0159.GEOID18 height accuracy estimate available here.
 NO0159
 NO0159.Click photographs - Photos may exist for this station.
 NO0159
 NO0159.The dynamic height is computed by dividing the NAVD 88
 NO0159.geopotential number by the normal gravity value computed on the
 NO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0159.degrees latitude (g = 980.6199 gals.).
 NO0159
 NO0159.The modeled gravity was interpolated from observed gravity values.
 NO0159
 NO0159;                    North         East    Units  Estimated Accuracy
 NO0159;SPC NE       -   344,733.1     420,171.2     MT  (+/- 3 meters HH1 GPS) 
 NO0159
 NO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3860155376(NAD 83)
 NO0159
 NO0159                          SUPERSEDED SURVEY CONTROL
 NO0159
 NO0159  NGVD 29 (??/??/92)  902.116  (m)         2959.69   (f) ADJ UNCH    1 2
 NO0159
 NO0159.Superseded values are not recommended for survey control.
 NO0159
 NO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0159.See file dsdata.pdf to determine how the superseded data were derived.
 NO0159
 NO0159_MARKER: DD = SURVEY DISK
 NO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0159_STAMPING: ES 6 1948
 NO0159_MARK LOGO: USGS
 NO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0159+STABILITY: SURFACE MOTION
 NO0159
 NO0159  HISTORY     - Date     Condition        Report By
 NO0159  HISTORY     - 1948     MONUMENTED       USGS
 NO0159  HISTORY     - 1957     GOOD             CGS
 NO0159
 NO0159                          STATION DESCRIPTION
 NO0159
 NO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0159'1.2 MI W FROM KILGORE.
 NO0159'ABOUT 1.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0159'FROM THE STATION AT KILGORE, IN SECTION 9, T. 34 N., R. 31 W.,
 NO0159'53 FEET SOUTHEAST OF MILEPOST 293, 98 FEET SOUTH OF THE SOUTH
 NO0159'RAIL, 34 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 39
 NO0159'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD NORTHWEST,
 NO0159'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF A
 NO0159'RAILROAD RIGHT-OF-WAY MARKER POST, ABOUT 10 FEET LOWER THAN THE
 NO0159'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0160 ***********************************************************************
 NO0160  DESIGNATION -  ES 7
 NO0160  PID         -  NO0160
 NO0160  STATE/COUNTY-  NE/CHERRY
 NO0160  COUNTRY     -  US
 NO0160  USGS QUAD   -  KILGORE (2017)
 NO0160
 NO0160                         *CURRENT SURVEY CONTROL
 NO0160  ______________________________________________________________________
 NO0160* NAD 83(1986) POSITION- 42 55 33.09   (N) 100 59 33.96   (W)   HD_HELD1
 NO0160* NAVD 88 ORTHO HEIGHT -   914.167 (meters)     2999.23  (feet) ADJUSTED
 NO0160  ______________________________________________________________________
 NO0160  GEOID HEIGHT    -        -20.884 (meters)                     GEOID18
 NO0160  DYNAMIC HEIGHT  -        913.788 (meters)     2997.99  (feet) COMP
 NO0160  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 NO0160
 NO0160  VERT ORDER      -  FIRST     CLASS II
 NO0160
 NO0160.The horizontal coordinates were determined by differentially corrected
 NO0160.hand held GPS observations or other comparable positioning techniques
 NO0160.and have an estimated accuracy of +/- 3 meters.
 NO0160
 NO0160.The orthometric height was determined by differential leveling and
 NO0160.adjusted by the NATIONAL GEODETIC SURVEY
 NO0160.in June 1991.
 NO0160
 NO0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0160.GEOID18 height accuracy estimate available here.
 NO0160
 NO0160.Click photographs - Photos may exist for this station.
 NO0160
 NO0160.The dynamic height is computed by dividing the NAVD 88
 NO0160.geopotential number by the normal gravity value computed on the
 NO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0160.degrees latitude (g = 980.6199 gals.).
 NO0160
 NO0160.The modeled gravity was interpolated from observed gravity values.
 NO0160
 NO0160;                    North         East    Units  Estimated Accuracy
 NO0160;SPC NE       -   343,850.1     418,956.1     MT  (+/- 3 meters HH1 GPS) 
 NO0160
 NO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3737554508(NAD 83)
 NO0160
 NO0160                          SUPERSEDED SURVEY CONTROL
 NO0160
 NO0160  NGVD 29 (??/??/92)  913.824  (m)         2998.10   (f) ADJ UNCH    1 2
 NO0160
 NO0160.Superseded values are not recommended for survey control.
 NO0160
 NO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0160.See file dsdata.pdf to determine how the superseded data were derived.
 NO0160
 NO0160_MARKER: DD = SURVEY DISK
 NO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0160_STAMPING: ES 7 1948
 NO0160_MARK LOGO: USGS
 NO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0160+STABILITY: SURFACE MOTION
 NO0160
 NO0160  HISTORY     - Date     Condition        Report By
 NO0160  HISTORY     - 1948     MONUMENTED       USGS
 NO0160  HISTORY     - 1957     GOOD             CGS
 NO0160
 NO0160                          STATION DESCRIPTION
 NO0160
 NO0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0160'2.2 MI W FROM KILGORE.
 NO0160'ABOUT 2.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0160'FROM THE STATION AT KILGORE, IN SECTION 17, T.34 N., R.31 W.,
 NO0160'9 FEET SOUTHWEST OF THE SECOND POLE NORTHEAST OF MILEPOST 294,
 NO0160'49 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET NORTHWEST
 NO0160'OF THE CENTER LINE OF THE OLD GRADE OF U.S. HIGHWAY 20, 24 FEET
 NO0160'SOUTHWEST OF THE CENTER LINE OF A RANCH ROAD NORTHWEST, 1 1/2
 NO0160'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 NO0160'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0160'PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0189 ***********************************************************************
 NO0189  DESIGNATION -  ES 8
 NO0189  PID         -  NO0189
 NO0189  STATE/COUNTY-  NE/CHERRY
 NO0189  COUNTRY     -  US
 NO0189  USGS QUAD   -  NENZEL (2017)
 NO0189
 NO0189                         *CURRENT SURVEY CONTROL
 NO0189  ______________________________________________________________________
 NO0189* NAD 83(1986) POSITION- 42 55 07.     (N) 101 00 38.     (W)   SCALED
 NO0189* NAVD 88 ORTHO HEIGHT -   929.924 (meters)     3050.93  (feet) ADJUSTED
 NO0189  ______________________________________________________________________
 NO0189  GEOID HEIGHT    -        -20.833 (meters)                     GEOID18
 NO0189  DYNAMIC HEIGHT  -        929.537 (meters)     3049.66  (feet) COMP
 NO0189  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 NO0189
 NO0189  VERT ORDER      -  FIRST     CLASS II
 NO0189
 NO0189.The horizontal coordinates were scaled from a map and have
 NO0189.an estimated accuracy of +/- 6 seconds.
 NO0189
 NO0189.The orthometric height was determined by differential leveling and
 NO0189.adjusted by the NATIONAL GEODETIC SURVEY
 NO0189.in June 1991.
 NO0189
 NO0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0189.GEOID18 height accuracy estimate available here.
 NO0189
 NO0189.Click photographs - Photos may exist for this station.
 NO0189
 NO0189.The dynamic height is computed by dividing the NAVD 88
 NO0189.geopotential number by the normal gravity value computed on the
 NO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0189.degrees latitude (g = 980.6199 gals.).
 NO0189
 NO0189.The modeled gravity was interpolated from observed gravity values.
 NO0189
 NO0189;                    North         East    Units  Estimated Accuracy
 NO0189;SPC NE       -   343,060.      417,500.      MT  (+/- 180 meters Scaled)
 NO0189
 NO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN359537(NAD 83)
 NO0189
 NO0189                          SUPERSEDED SURVEY CONTROL
 NO0189
 NO0189  NGVD 29 (??/??/92)  929.578  (m)         3049.79   (f) ADJ UNCH    1 2
 NO0189
 NO0189.Superseded values are not recommended for survey control.
 NO0189
 NO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0189.See file dsdata.pdf to determine how the superseded data were derived.
 NO0189
 NO0189_MARKER: DD = SURVEY DISK
 NO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0189_STAMPING: ES 8 1948
 NO0189_MARK LOGO: USGS
 NO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0189+STABILITY: SURFACE MOTION
 NO0189
 NO0189  HISTORY     - Date     Condition        Report By
 NO0189  HISTORY     - 1948     MONUMENTED       USGS
 NO0189  HISTORY     - 1957     GOOD             CGS
 NO0189
 NO0189                          STATION DESCRIPTION
 NO0189
 NO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0189'3.2 MI E FROM KILGORE.
 NO0189'ABOUT 3.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0189'FROM THE STATION AT KILGOR, IN SECTION 18, T.34 N., R.31 W.,
 NO0189'70 FEET SOUTHWEST OF MILEPOST 295, 97 FEET SOUTH OF THE SOUTH
 NO0189'RAIL, 34 FEET NORTH OF THE CENTER LINE OF THE OLD GRADE OF U.S.
 NO0189'HIGHWAY 20, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1
 NO0189'FOOT WEST OF A RAILROAD-RIGHT-OF-WAY MARKER POST, ABOUT 10 FEET
 NO0189'ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0189'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0191 ***********************************************************************
 NO0191  DESIGNATION -  ES 9
 NO0191  PID         -  NO0191
 NO0191  STATE/COUNTY-  NE/CHERRY
 NO0191  COUNTRY     -  US
 NO0191  USGS QUAD   -  NENZEL (2017)
 NO0191
 NO0191                         *CURRENT SURVEY CONTROL
 NO0191  ______________________________________________________________________
 NO0191* NAD 83(1986) POSITION- 42 55 25.     (N) 101 02 54.     (W)   SCALED
 NO0191* NAVD 88 ORTHO HEIGHT -   941.151 (meters)     3087.76  (feet) ADJUSTED
 NO0191  ______________________________________________________________________
 NO0191  GEOID HEIGHT    -        -20.758 (meters)                     GEOID18
 NO0191  DYNAMIC HEIGHT  -        940.757 (meters)     3086.47  (feet) COMP
 NO0191  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 NO0191
 NO0191  VERT ORDER      -  FIRST     CLASS II
 NO0191
 NO0191.The horizontal coordinates were scaled from a map and have
 NO0191.an estimated accuracy of +/- 6 seconds.
 NO0191
 NO0191.The orthometric height was determined by differential leveling and
 NO0191.adjusted by the NATIONAL GEODETIC SURVEY
 NO0191.in June 1991.
 NO0191
 NO0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0191.GEOID18 height accuracy estimate available here.
 NO0191
 NO0191.Click photographs - Photos may exist for this station.
 NO0191
 NO0191.The dynamic height is computed by dividing the NAVD 88
 NO0191.geopotential number by the normal gravity value computed on the
 NO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0191.degrees latitude (g = 980.6199 gals.).
 NO0191
 NO0191.The modeled gravity was interpolated from observed gravity values.
 NO0191
 NO0191;                    North         East    Units  Estimated Accuracy
 NO0191;SPC NE       -   343,650.      414,420.      MT  (+/- 180 meters Scaled)
 NO0191
 NO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN328543(NAD 83)
 NO0191
 NO0191                          SUPERSEDED SURVEY CONTROL
 NO0191
 NO0191  NGVD 29 (??/??/92)  940.799  (m)         3086.60   (f) ADJ UNCH    1 2
 NO0191
 NO0191.Superseded values are not recommended for survey control.
 NO0191
 NO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0191.See file dsdata.pdf to determine how the superseded data were derived.
 NO0191
 NO0191_MARKER: DD = SURVEY DISK
 NO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0191_STAMPING: ES 9 1948
 NO0191_MARK LOGO: USGS
 NO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0191+STABILITY: SURFACE MOTION
 NO0191
 NO0191  HISTORY     - Date     Condition        Report By
 NO0191  HISTORY     - 1948     MONUMENTED       USGS
 NO0191  HISTORY     - 1957     GOOD             CGS
 NO0191
 NO0191                          STATION DESCRIPTION
 NO0191
 NO0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0191'5.2 MI W FROM KILGORE.
 NO0191'ABOUT 5.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0191'FROM THE STATION AT KILGORE, IN SECTION 14, T.34 N., R.32 W.,
 NO0191'0.15 MILE EAST OF A ROAD SOUTH, 55 FEET SOUTHEAST OF MILEPOST 297,
 NO0191'97 FEET SOUTH OF THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER
 NO0191'LINE OF THE OLD GRADE OF U.S. HIGHWAY 20, 2 FEET WEST OF A
 NO0191'WHITE WOODEN WITNESS POST, 1 1/2 FEET EAST OF A RAILROAD
 NO0191'RIGHT-OF-WAY MARKER POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 NO0191'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0631 ***********************************************************************
 NN0631  DESIGNATION -  ET 1 JA
 NN0631  PID         -  NN0631
 NN0631  STATE/COUNTY-  NE/ANTELOPE
 NN0631  COUNTRY     -  US
 NN0631  USGS QUAD   -  ORCHARD NW (2017)
 NN0631
 NN0631                         *CURRENT SURVEY CONTROL
 NN0631  ______________________________________________________________________
 NN0631* NAD 83(1995) POSITION- 42 22 53.10748(N) 098 09 01.77763(W)   ADJUSTED
 NN0631* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 NN0631  ______________________________________________________________________
 NN0631  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 NN0631  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 NN0631  HORZ ORDER      -  THIRD
 NN0631
 NN0631.The horizontal coordinates were established by classical geodetic methods
 NN0631.and adjusted by the National Geodetic Survey in August 1997.
 NN0631
 NN0631.The orthometric height was scaled from a topographic map.
 NN0631
 NN0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0631.GEOID18 height accuracy estimate available here.
 NN0631
 NN0631.Click photographs - Photos may exist for this station.
 NN0631
 NN0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0631
 NN0631. The following values were computed from the NAD 83(1995) position.
 NN0631
 NN0631;                    North         East     Units Scale Factor Converg.
 NN0631;SPC NE       -   284,542.192   652,268.698   MT  0.99977542   +1 13 32.4
 NN0631;SPC NE       -   933,535.51  2,139,984.89   sFT  0.99977542   +1 13 32.4
 NN0631;UTM  14      - 4,692,475.594   569,932.620   MT  0.99966017   +0 34 21.5
 NN0631
 NN0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0631!SPC NE       -   0.99991734  x   0.99977542  =   0.99969278
 NN0631!UTM  14      -   0.99991734  x   0.99966017  =   0.99957754
 NN0631
 NN0631:                Primary Azimuth Mark                     Grid Az
 NN0631:SPC NE       -  AZ ROYAL WT SE                           155 24 25.2
 NN0631:UTM  14      -  AZ ROYAL WT SE                           156 03 36.1
 NN0631
 NN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6993292475(NAD 83)
 NN0631
 NN0631|---------------------------------------------------------------------|
 NN0631| PID    Reference Object                     Distance      Geod. Az  |
 NN0631|                                                           dddmmss.s |
 NN0631| CO2138 AZ ROYAL WT SE                                     1563757.6 |
 NN0631| CO2136 AZ ORCHARD WT SW                                   2385302.6 |
 NN0631|---------------------------------------------------------------------|
 NN0631
 NN0631                          SUPERSEDED SURVEY CONTROL
 NN0631
 NN0631  NAD 83(1986)-  42 22 53.11179(N)    098 09 01.78101(W) AD(       ) 3
 NN0631  NAD 27      -  42 22 53.09434(N)    098 09 00.52412(W) AD(       ) 3
 NN0631
 NN0631.Superseded values are not recommended for survey control.
 NN0631
 NN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0631.See file dsdata.pdf to determine how the superseded data were derived.
 NN0631
 NN0631_MARKER: DD = SURVEY DISK
 NN0631_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0631_STAMPING: ET 1 JA 1961
 NN0631_MARK LOGO: USGS
 NN0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0631
 NN0631  HISTORY     - Date     Condition        Report By
 NN0631  HISTORY     - 1961     MONUMENTED       USGS
 NN0631
 NN0631                          STATION DESCRIPTION
 NN0631
 NN0631'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NN0631'ROYAL, 3.5 MI N. AND 1.25 MI W. OF, T. 28 N., R. 7 W., NEAR THE CENTER
 NN0631'OF THE SE. QUARTER OF SEC. 20.  1100 FT N. AND 14 FT W. ALONG FIELD
 NN0631'RD. FROM THE E. SIXTEENTH COR. BETWEEN SECS. 20 AND 29.  166 FT S. AND
 NN0631'14 FT W. OF T - FENCE S., 2 FT W. OF A N. - S. FENCE AND ON THE CREST
 NN0631'OF A HILL.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---
 NN0631'ET 1 JA 1961---.  AZIMUTH TO ROYAL WATER TANK ABOUT 4.0 MI DISTANT--
 NN0631'S 23 DEG 22 MIN 05 SEC E.  AZIMUTH TO ORCHARD WATER TANK ABOUT 6.0 MI
 NN0631'DISTANT--S 58 DEG 53 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1958 ***********************************************************************
 MK1958  DESIGNATION -  ET 1 TET
 MK1958  PID         -  MK1958
 MK1958  STATE/COUNTY-  NE/MADISON
 MK1958  COUNTRY     -  US
 MK1958  USGS QUAD   -  CLOSTER SE (2017)
 MK1958
 MK1958                         *CURRENT SURVEY CONTROL
 MK1958  ______________________________________________________________________
 MK1958* NAD 83(1995) POSITION- 41 45 37.72781(N) 097 45 18.59899(W)   ADJUSTED
 MK1958* NAVD 88 ORTHO HEIGHT -   549.3   (meters)     1802.    (feet) VERTCON
 MK1958  ______________________________________________________________________
 MK1958  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 MK1958  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 MK1958  HORZ ORDER      -  THIRD
 MK1958  VERT ORDER      -  THIRD ? (See Below)
 MK1958
 MK1958.The horizontal coordinates were established by classical geodetic methods
 MK1958.and adjusted by the National Geodetic Survey in August 1997.
 MK1958
 MK1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1958
 MK1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1958.GEOID18 height accuracy estimate available here.
 MK1958
 MK1958.The vertical order pertains to the NGVD 29 superseded value.
 MK1958
 MK1958.Click photographs - Photos may exist for this station.
 MK1958
 MK1958.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1958
 MK1958. The following values were computed from the NAD 83(1995) position.
 MK1958
 MK1958;                    North         East     Units Scale Factor Converg.
 MK1958;SPC NE       -   216,385.359   686,599.143   MT  0.99966844   +1 29 15.5
 MK1958;SPC NE       -   709,924.30  2,252,617.35   sFT  0.99966844   +1 29 15.5
 MK1958;UTM  14      - 4,623,931.901   603,480.801   MT  0.99973177   +0 49 45.0
 MK1958
 MK1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1958!SPC NE       -   0.99991769  x   0.99966844  =   0.99958616
 MK1958!UTM  14      -   0.99991769  x   0.99973177  =   0.99964949
 MK1958
 MK1958:                Primary Azimuth Mark                     Grid Az
 MK1958:SPC NE       -  AZ S EAVE SCHOOLHOUSE NNW                341 14 08.6
 MK1958:UTM  14      -  AZ S EAVE SCHOOLHOUSE NNW                341 53 39.1
 MK1958
 MK1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0348023931(NAD 83)
 MK1958
 MK1958|---------------------------------------------------------------------|
 MK1958| PID    Reference Object                     Distance      Geod. Az  |
 MK1958|                                                           dddmmss.s |
 MK1958| CN7773 AZ S EAVE BARN NNE                                 0092554.9 |
 MK1958| CN7776 AZ S EAVE SCHOOLHOUSE NNW                          3424324.1 |
 MK1958|---------------------------------------------------------------------|
 MK1958
 MK1958                          SUPERSEDED SURVEY CONTROL
 MK1958
 MK1958  NAD 83(1986)-  41 45 37.73503(N)    097 45 18.60384(W) AD(       ) 3
 MK1958  NAD 27      -  41 45 37.68948(N)    097 45 17.41287(W) AD(       ) 3
 MK1958
 MK1958.Superseded values are not recommended for survey control.
 MK1958
 MK1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1958.See file dsdata.pdf to determine how the superseded data were derived.
 MK1958
 MK1958_MARKER: DD = SURVEY DISK
 MK1958_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1958_STAMPING: ET 1 TET 1961
 MK1958_MARK LOGO: USGS
 MK1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1958
 MK1958  HISTORY     - Date     Condition        Report By
 MK1958  HISTORY     - 1961     MONUMENTED       USGS
 MK1958  HISTORY     - 1990     GOOD             LOCSUR
 MK1958
 MK1958                          STATION DESCRIPTION
 MK1958
 MK1958'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MK1958'NEWMAN GROVE, 0.75 MI N. AND 1.0 MI E. OF, NEAR SIXTEENTH COR. BETWEEN
 MK1958'SECS. 26 AND 27, T. 21 N., R. 4 W., 346 FT S. AND 35 FT E. OF CENTER
 MK1958'OF RD. AT FENCE E., RIGHT - OF - WAY FENCE NEAR CREST OF HILL,
 MK1958'STANDARD TABLET SET IN CONCRETE POST STAMPED---ET 1 TET 1961---.
 MK1958'AZIMUTH TO S. EAVE SCHOOLHOUSE NNW. ABOUT 0.8 MI DISTANT--N 17 DEG
 MK1958'16 MIN 20 SEC W.  AZIMUTH TO S. EAVE RED BARN NNE. ABOUT 0.5 MI
 MK1958'DISTANT--N 9 DEG 26 MIN 10 SEC E.
 MK1958
 MK1958                          STATION RECOVERY (1990)
 MK1958
 MK1958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (MD)
 MK1958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0644 ***********************************************************************
 NN0644  DESIGNATION -  ET 10 JA
 NN0644  PID         -  NN0644
 NN0644  STATE/COUNTY-  NE/HOLT
 NN0644  COUNTRY     -  US
 NN0644  USGS QUAD   -  DELOIT SW (2017)
 NN0644
 NN0644                         *CURRENT SURVEY CONTROL
 NN0644  ______________________________________________________________________
 NN0644* NAD 83(1995) POSITION- 42 07 25.93543(N) 098 29 40.83971(W)   ADJUSTED
 NN0644* NAVD 88 ORTHO HEIGHT -   619.1   (meters)     2031.    (feet) VERTCON
 NN0644  ______________________________________________________________________
 NN0644  GEOID HEIGHT    -        -24.145 (meters)                     GEOID18
 NN0644  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 NN0644  HORZ ORDER      -  THIRD
 NN0644  VERT ORDER      -  THIRD ? (See Below)
 NN0644
 NN0644.The horizontal coordinates were established by classical geodetic methods
 NN0644.and adjusted by the National Geodetic Survey in August 1997.
 NN0644
 NN0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0644
 NN0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0644.GEOID18 height accuracy estimate available here.
 NN0644
 NN0644.The vertical order pertains to the NGVD 29 superseded value.
 NN0644
 NN0644.Click photographs - Photos may exist for this station.
 NN0644
 NN0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0644
 NN0644. The following values were computed from the NAD 83(1995) position.
 NN0644
 NN0644;                    North         East     Units Scale Factor Converg.
 NN0644;SPC NE       -   255,396.123   624,433.379   MT  0.99971672   +0 59 51.3
 NN0644;SPC NE       -   837,912.11  2,048,661.84   sFT  0.99971672   +0 59 51.3
 NN0644;UTM  14      - 4,663,653.167   541,768.384   MT  0.99962147   +0 20 20.2
 NN0644
 NN0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0644!SPC NE       -   0.99990669  x   0.99971672  =   0.99962344
 NN0644!UTM  14      -   0.99990669  x   0.99962147  =   0.99952820
 NN0644
 NN0644:                Primary Azimuth Mark                     Grid Az
 NN0644:SPC NE       -  AZ WINDMILL NE                           050 56 37.6
 NN0644:UTM  14      -  AZ WINDMILL NE                           051 36 08.7
 NN0644
 NN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4176863653(NAD 83)
 NN0644
 NN0644|---------------------------------------------------------------------|
 NN0644| PID    Reference Object                     Distance      Geod. Az  |
 NN0644|                                                           dddmmss.s |
 NN0644| CO2150 AZ WINDMILL NE                                     0515628.9 |
 NN0644| CO2153 AZ WINDMILL NW                                     3221733.9 |
 NN0644|---------------------------------------------------------------------|
 NN0644
 NN0644                          SUPERSEDED SURVEY CONTROL
 NN0644
 NN0644  NAD 83(1986)-  42 07 25.94049(N)    098 29 40.84549(W) AD(       ) 3
 NN0644  NAD 27      -  42 07 25.93192(N)    098 29 39.55837(W) AD(       ) 3
 NN0644
 NN0644.Superseded values are not recommended for survey control.
 NN0644
 NN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0644.See file dsdata.pdf to determine how the superseded data were derived.
 NN0644
 NN0644_MARKER: DE = TRAVERSE STATION DISK
 NN0644_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0644
 NN0644  HISTORY     - Date     Condition        Report By
 NN0644  HISTORY     - 1961     MONUMENTED       USGS
 NN0644
 NN0644                          STATION DESCRIPTION
 NN0644
 NN0644'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0644'EWING, 9.0 MI S. AND 7.5 MI W. OF, T. 25 N., R. 10 W., ABOUT 500 FT E.
 NN0644'OF THE QUARTER COR. BETWEEN SECS. 20 AND 21, ABOUT 1000 FT SE. OF A
 NN0644'WINDMILL, ON THE HIGHEST SANDHILL IN THE VICINITY.  A STANDARD TABLET
 NN0644'SET IN A CONCRETE POST AND STAMPED---ET 10 JA 1961---.  AZIMUTH TO
 NN0644'WINDMILL ABOUT 0.25 MI DISTANT--N 37 DEG 43 MIN 20 SEC W.  AZIMUTH TO
 NN0644'WINDMILL ABOUT 1.5 MI DISTANT--N 51 DEG 55 MIN 35 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1064 ***********************************************************************
 ML1064  DESIGNATION -  ET 11 JA
 ML1064  PID         -  ML1064
 ML1064  STATE/COUNTY-  NE/WHEELER
 ML1064  COUNTRY     -  US
 ML1064  USGS QUAD   -  MIGNERY RANCH (2017)
 ML1064
 ML1064                         *CURRENT SURVEY CONTROL
 ML1064  ______________________________________________________________________
 ML1064* NAD 83(1995) POSITION- 41 59 50.85589(N) 098 29 24.39943(W)   NO CHECK
 ML1064* NAVD 88 ORTHO HEIGHT -   625.2   (meters)     2051.    (feet) VERTCON
 ML1064  ______________________________________________________________________
 ML1064  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 ML1064  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 ML1064  HORZ ORDER      -  THIRD
 ML1064  VERT ORDER      -  THIRD ? (See Below)
 ML1064
 ML1064.The horizontal coordinates were established by classical geodetic methods
 ML1064.and adjusted by the National Geodetic Survey in August 1997.
 ML1064
 ML1064.No horizontal observational check was made to the station.
 ML1064
 ML1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1064
 ML1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1064.GEOID18 height accuracy estimate available here.
 ML1064
 ML1064.The vertical order pertains to the NGVD 29 superseded value.
 ML1064
 ML1064.Click photographs - Photos may exist for this station.
 ML1064
 ML1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1064
 ML1064. The following values were computed from the NAD 83(1995) position.
 ML1064
 ML1064;                    North         East     Units Scale Factor Converg.
 ML1064;SPC NE       -   241,367.948   625,055.963   MT  0.99969535   +1 00 02.2
 ML1064;SPC NE       -   791,888.01  2,050,704.44   sFT  0.99969535   +1 00 02.2
 ML1064;UTM  14      - 4,649,619.937   542,229.537   MT  0.99962194   +0 20 28.2
 ML1064
 ML1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1064!SPC NE       -   0.99990574  x   0.99969535  =   0.99960111
 ML1064!UTM  14      -   0.99990574  x   0.99962194  =   0.99952771
 ML1064
 ML1064:                Primary Azimuth Mark                     Grid Az
 ML1064:SPC NE       -  AZ WINDMILL SE                           147 50 54.1
 ML1064:UTM  14      -  AZ WINDMILL SE                           148 30 28.1
 ML1064
 ML1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4222949619(NAD 83)
 ML1064
 ML1064|---------------------------------------------------------------------|
 ML1064| PID    Reference Object                     Distance      Geod. Az  |
 ML1064|                                                           dddmmss.s |
 ML1064| CN7786 AZ WINDMILL SE                                     1485056.3 |
 ML1064| ML1065 STA 58                               76.299 METERS 19208     |
 ML1064|---------------------------------------------------------------------|
 ML1064
 ML1064                          SUPERSEDED SURVEY CONTROL
 ML1064
 ML1064  NAD 83(1986)-  41 59 50.86120(N)    098 29 24.40565(W) AD(       ) 3
 ML1064  NAD 27      -  41 59 50.85654(N)    098 29 23.10012(W) AD(       ) 3
 ML1064
 ML1064.Superseded values are not recommended for survey control.
 ML1064
 ML1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1064.See file dsdata.pdf to determine how the superseded data were derived.
 ML1064
 ML1064_MARKER: DD = SURVEY DISK
 ML1064_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1064_STAMPING: ET 11 JA 1961
 ML1064_MARK LOGO: USGS
 ML1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1064
 ML1064  HISTORY     - Date     Condition        Report By
 ML1064  HISTORY     - 1961     MONUMENTED       USGS
 ML1064
 ML1064                          STATION DESCRIPTION
 ML1064
 ML1064'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 ML1064'BARTLETT, 7.5 MI N. AND 3.25 MI E. OF, T. 23 N., R. 10 W., NEAR N.
 ML1064'SIXTEENTH COR. BETWEEN SECS. 4 AND 5, 211 FT S. AND 34 FT W. OF CENTER
 ML1064'OF RD. AT T - FENCE W., 15 FT W. OF A 2 - IN. COTTONWOOD TREE.  A
 ML1064'STANDARD TABLET STAMPED---ET 11 JA 1961---AND SET IN THE TOP OF A
 ML1064'CONCRETE POST.  AZIMUTH TO WINDMILL ABOUT 1.0 MI DISTANT--S 31 DEG
 ML1064'09 MIN 45 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO1315 ***********************************************************************
 MO1315  DESIGNATION -  ET 12 GT
 MO1315  PID         -  MO1315
 MO1315  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO1315  COUNTRY     -  US
 MO1315  USGS QUAD   -  ROBB DRAW (2018)
 MO1315
 MO1315                         *CURRENT SURVEY CONTROL
 MO1315  ______________________________________________________________________
 MO1315* NAD 83(1995) POSITION- 41 45 31.92595(N) 104 01 15.54225(W)   ADJUSTED
 MO1315* NAVD 88 ORTHO HEIGHT -  1373.6   (meters)     4507.    (feet) VERTCON
 MO1315  ______________________________________________________________________
 MO1315  GEOID HEIGHT    -        -18.199 (meters)                     GEOID18
 MO1315  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 MO1315  HORZ ORDER      -  THIRD
 MO1315
 MO1315.The horizontal coordinates were established by classical geodetic methods
 MO1315.and adjusted by the National Geodetic Survey in August 1997.
 MO1315
 MO1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1315
 MO1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO1315.GEOID18 height accuracy estimate available here.
 MO1315
 MO1315.Click photographs - Photos may exist for this station.
 MO1315
 MO1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO1315
 MO1315. The following values were computed from the NAD 83(1995) position.
 MO1315
 MO1315;                    North         East     Units Scale Factor Converg.
 MO1315;SPC NE       -   221,555.842   165,835.073   MT  0.99966832   -2 39 52.9
 MO1315;SPC NE       -   726,887.79    544,077.24   sFT  0.99966832   -2 39 52.9
 MO1315;SPC WY E     -   140,431.098   295,272.971   MT  1.00004916   +0 45 47.1
 MO1315;SPC WY E     -   460,731.03    968,741.41   sFT  1.00004916   +0 45 47.1
 MO1315;UTM  13      - 4,623,467.320   581,385.616   MT  0.99968151   +0 39 07.4
 MO1315
 MO1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1315!SPC NE       -   0.99978746  x   0.99966832  =   0.99945585
 MO1315!SPC WY E     -   0.99978746  x   1.00004916  =   0.99983661
 MO1315!UTM  13      -   0.99978746  x   0.99968151  =   0.99946904
 MO1315
 MO1315:                Primary Azimuth Mark                     Grid Az
 MO1315:SPC NE       -  ET 17 ES                                 257 39 58.1
 MO1315:SPC WY E     -  ET 17 ES                                 254 14 18.1
 MO1315:UTM  13      -  ET 17 ES                                 254 20 57.8
 MO1315
 MO1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8138523467(NAD 83)
 MO1315
 MO1315|---------------------------------------------------------------------|
 MO1315| PID    Reference Object                     Distance      Geod. Az  |
 MO1315|                                                           dddmmss.s |
 MO1315| MO1320 ET 17 ES                            APPROX. 8.2 KM 2550005.2 |
 MO1315|---------------------------------------------------------------------|
 MO1315
 MO1315                          SUPERSEDED SURVEY CONTROL
 MO1315
 MO1315  NAD 83(1993)-  41 45 31.92568(N)    104 01 15.54271(W) AD(       ) 3
 MO1315  NAD 83(1986)-  41 45 31.91415(N)    104 01 15.54882(W) AD(       ) 3
 MO1315  NGVD 29 (09/11/89) 1372.8    (m)         4504.     (f) VERT ANG       
 MO1315
 MO1315.Superseded values are not recommended for survey control.
 MO1315
 MO1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1315.See file dsdata.pdf to determine how the superseded data were derived.
 MO1315
 MO1315_MARKER: DS = TRIANGULATION STATION DISK
 MO1315_SETTING: 0 = UNSPECIFIED SETTING
 MO1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1315
 MO1315  HISTORY     - Date     Condition        Report By
 MO1315  HISTORY     - 1958     MONUMENTED       USGS
 MO1315
 MO1315                          STATION DESCRIPTION
 MO1315
 MO1315'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1315'LYMAN, 11.0 MI. S. AND 0.5 MI. E. OF, 0.3 MI. N. OF SW. COR. SEC. 26,
 MO1315'T 21 N, R 58 W, 1.5 FT. N. AND 1.7 FT. E. OF FENCES N. AND E.
 MO1315'
 MO1315'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1315'STAMPED---ET 12 GT 1958---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0640 ***********************************************************************
 NN0640  DESIGNATION -  ET 12 JA
 NN0640  PID         -  NN0640
 NN0640  STATE/COUNTY-  NE/WHEELER
 NN0640  COUNTRY     -  US
 NN0640  USGS QUAD   -  DELOIT SW (2017)
 NN0640
 NN0640                         *CURRENT SURVEY CONTROL
 NN0640  ______________________________________________________________________
 NN0640* NAD 83(1995) POSITION- 42 00 03.81836(N) 098 23 00.16170(W)   ADJUSTED
 NN0640* NAVD 88 ORTHO HEIGHT -   626.3   (meters)     2055.    (feet) VERTCON
 NN0640  ______________________________________________________________________
 NN0640  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 NN0640  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 NN0640  HORZ ORDER      -  THIRD
 NN0640  VERT ORDER      -  THIRD ? (See Below)
 NN0640
 NN0640.The horizontal coordinates were established by classical geodetic methods
 NN0640.and adjusted by the National Geodetic Survey in August 1997.
 NN0640
 NN0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0640
 NN0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0640.GEOID18 height accuracy estimate available here.
 NN0640
 NN0640.The vertical order pertains to the NGVD 29 superseded value.
 NN0640
 NN0640.Click photographs - Photos may exist for this station.
 NN0640
 NN0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0640
 NN0640. The following values were computed from the NAD 83(1995) position.
 NN0640
 NN0640;                    North         East     Units Scale Factor Converg.
 NN0640;SPC NE       -   241,927.533   633,887.585   MT  0.99969589   +1 04 16.8
 NN0640;SPC NE       -   793,723.91  2,079,679.52   sFT  0.99969589   +1 04 16.8
 NN0640;UTM  14      - 4,650,077.866   551,066.404   MT  0.99963209   +0 24 45.4
 NN0640
 NN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0640!SPC NE       -   0.99990558  x   0.99969589  =   0.99960150
 NN0640!UTM  14      -   0.99990558  x   0.99963209  =   0.99953770
 NN0640
 NN0640:                Primary Azimuth Mark                     Grid Az
 NN0640:SPC NE       -  AZ WINDMILL NW                           304 21 28.9
 NN0640:UTM  14      -  AZ WINDMILL NW                           305 01 00.3
 NN0640
 NN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5106650077(NAD 83)
 NN0640
 NN0640|---------------------------------------------------------------------|
 NN0640| PID    Reference Object                     Distance      Geod. Az  |
 NN0640|                                                           dddmmss.s |
 NN0640| CO2153 AZ WINDMILL NW                                     3052545.7 |
 NN0640| CO2152 AZ WINDMILL NNW                                    3312335.7 |
 NN0640|---------------------------------------------------------------------|
 NN0640
 NN0640                          SUPERSEDED SURVEY CONTROL
 NN0640
 NN0640  NAD 83(1986)-  42 00 03.82334(N)    098 23 00.16787(W) AD(       ) 3
 NN0640  NAD 27      -  42 00 03.79072(N)    098 22 58.88340(W) AD(       ) 3
 NN0640
 NN0640.Superseded values are not recommended for survey control.
 NN0640
 NN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0640.See file dsdata.pdf to determine how the superseded data were derived.
 NN0640
 NN0640_MARKER: DD = SURVEY DISK
 NN0640_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0640_STAMPING: ET 12 JA 1961
 NN0640_MARK LOGO: USGS
 NN0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0640
 NN0640  HISTORY     - Date     Condition        Report By
 NN0640  HISTORY     - 1961     MONUMENTED       USGS
 NN0640
 NN0640                          STATION DESCRIPTION
 NN0640
 NN0640'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NN0640'BARTLETT, 8.0 MI N. AND 8.75 MI E. OF, T. 23 N., R. 9 W., 263 FT S. OF
 NN0640'QUARTER COR. BETWEEN SECS. 5 AND 32, 3 FT W. OF FENCE AND NEAR CREST
 NN0640'OF RIDGE.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---ET
 NN0640'12 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--N 54 DEG
 NN0640'33 MIN 50 SEC W.  AZIMUTH TO WINDMILL ABOUT 2.0 MI DISTANT--N 28 DEG
 NN0640'36 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0636 ***********************************************************************
 NN0636  DESIGNATION -  ET 13 JA
 NN0636  PID         -  NN0636
 NN0636  STATE/COUNTY-  NE/ANTELOPE
 NN0636  COUNTRY     -  US
 NN0636  USGS QUAD   -  NELIGH SE (2017)
 NN0636
 NN0636                         *CURRENT SURVEY CONTROL
 NN0636  ______________________________________________________________________
 NN0636* NAD 83(1995) POSITION- 42 00 06.81322(N) 098 06 21.93879(W)   ADJUSTED
 NN0636* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 NN0636  ______________________________________________________________________
 NN0636  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 NN0636  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 NN0636  HORZ ORDER      -  THIRD
 NN0636
 NN0636.The horizontal coordinates were established by classical geodetic methods
 NN0636.and adjusted by the National Geodetic Survey in August 1997.
 NN0636
 NN0636.The orthometric height was scaled from a topographic map.
 NN0636
 NN0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0636.GEOID18 height accuracy estimate available here.
 NN0636
 NN0636.Click photographs - Photos may exist for this station.
 NN0636
 NN0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0636
 NN0636. The following values were computed from the NAD 83(1995) position.
 NN0636
 NN0636;                    North         East     Units Scale Factor Converg.
 NN0636;SPC NE       -   242,486.101   656,846.654   MT  0.99969601   +1 15 18.3
 NN0636;SPC NE       -   795,556.48  2,155,004.40   sFT  0.99969601   +1 15 18.3
 NN0636;UTM  14      - 4,650,372.799   574,029.286   MT  0.99966743   +0 35 53.5
 NN0636
 NN0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0636!SPC NE       -   0.99991300  x   0.99969601  =   0.99960904
 NN0636!UTM  14      -   0.99991300  x   0.99966743  =   0.99958046
 NN0636
 NN0636:                Primary Azimuth Mark                     Grid Az
 NN0636:SPC NE       -  AZ CUPOLA BARN NNW                       349 59 17.5
 NN0636:UTM  14      -  AZ CUPOLA BARN NNW                       350 38 42.3
 NN0636
 NN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7402950372(NAD 83)
 NN0636
 NN0636|---------------------------------------------------------------------|
 NN0636| PID    Reference Object                     Distance      Geod. Az  |
 NN0636|                                                           dddmmss.s |
 NN0636| CO2156 AZ WINDMILL SW                                     2381247.2 |
 NN0636| CO2130 AZ CUPOLA BARN NNW                                 3511435.8 |
 NN0636|---------------------------------------------------------------------|
 NN0636
 NN0636                          SUPERSEDED SURVEY CONTROL
 NN0636
 NN0636  NAD 83(1986)-  42 00 06.81682(N)    098 06 21.94403(W) AD(       ) 3
 NN0636  NAD 27      -  42 00 06.78769(N)    098 06 20.70281(W) AD(       ) 3
 NN0636
 NN0636.Superseded values are not recommended for survey control.
 NN0636
 NN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0636.See file dsdata.pdf to determine how the superseded data were derived.
 NN0636
 NN0636_MARKER: DD = SURVEY DISK
 NN0636_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0636_STAMPING: ET 13 JA 1961
 NN0636_MARK LOGO: USGS
 NN0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0636
 NN0636  HISTORY     - Date     Condition        Report By
 NN0636  HISTORY     - 1961     MONUMENTED       USGS
 NN0636
 NN0636                          STATION DESCRIPTION
 NN0636
 NN0636'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NN0636'ELGIN, 1.0 MI N. AND 1.0 MI W. OF.  TPS. 23 AND 24 N., R. 7 W., NEAR
 NN0636'COR. SECS. 2, 3, 34 AND 35.  31 FT S., AND 528 FT W. OF CROSSROADS.  3
 NN0636'FT NW. OF A FENCE COR.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED
 NN0636'---ET 13 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 2.0 MI DISTANT--S 58
 NN0636'DEG 13 MIN 10 SEC W.  AZIMUTH TO CUPOLA ON BARN ABOUT 0.5 MI DISTANT--
 NN0636'N 8 DEG 45 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0637 ***********************************************************************
 NN0637  DESIGNATION -  ET 14 JA
 NN0637  PID         -  NN0637
 NN0637  STATE/COUNTY-  NE/ANTELOPE
 NN0637  COUNTRY     -  US
 NN0637  USGS QUAD   -  NELIGH SW (2017)
 NN0637
 NN0637                         *CURRENT SURVEY CONTROL
 NN0637  ______________________________________________________________________
 NN0637* NAD 83(1995) POSITION- 42 07 06.65869(N) 098 08 50.59995(W)   ADJUSTED
 NN0637* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 NN0637  ______________________________________________________________________
 NN0637  GEOID HEIGHT    -        -24.590 (meters)                     GEOID18
 NN0637  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 NN0637  HORZ ORDER      -  THIRD
 NN0637
 NN0637.The horizontal coordinates were established by classical geodetic methods
 NN0637.and adjusted by the National Geodetic Survey in August 1997.
 NN0637
 NN0637.The orthometric height was scaled from a topographic map.
 NN0637
 NN0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0637.GEOID18 height accuracy estimate available here.
 NN0637
 NN0637.Click photographs - Photos may exist for this station.
 NN0637
 NN0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0637
 NN0637. The following values were computed from the NAD 83(1995) position.
 NN0637
 NN0637;                    North         East     Units Scale Factor Converg.
 NN0637;SPC NE       -   255,359.134   653,149.825   MT  0.99971571   +1 13 39.8
 NN0637;SPC NE       -   837,790.76  2,142,875.72   sFT  0.99971571   +1 13 39.8
 NN0637;UTM  14      - 4,663,286.804   570,480.315   MT  0.99966112   +0 34 18.6
 NN0637
 NN0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0637!SPC NE       -   0.99991224  x   0.99971571  =   0.99962797
 NN0637!UTM  14      -   0.99991224  x   0.99966112  =   0.99957339
 NN0637
 NN0637:                Primary Azimuth Mark                     Grid Az
 NN0637:SPC NE       -  AZ CLEARWATER WT NW                      327 46 27.0
 NN0637:UTM  14      -  AZ CLEARWATER WT NW                      328 25 48.2
 NN0637
 NN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7048063286(NAD 83)
 NN0637
 NN0637|---------------------------------------------------------------------|
 NN0637| PID    Reference Object                     Distance      Geod. Az  |
 NN0637|                                                           dddmmss.s |
 NN0637| CO2134 AZ NELIGH STANDPIPE                                0791840.3 |
 NN0637| CO2127 AZ CLEARWATER WT NW                                3290006.8 |
 NN0637|---------------------------------------------------------------------|
 NN0637
 NN0637                          SUPERSEDED SURVEY CONTROL
 NN0637
 NN0637  NAD 83(1986)-  42 07 06.66249(N)    098 08 50.60328(W) AD(       ) 3
 NN0637  NAD 27      -  42 07 06.63830(N)    098 08 49.34746(W) AD(       ) 3
 NN0637
 NN0637.Superseded values are not recommended for survey control.
 NN0637
 NN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0637.See file dsdata.pdf to determine how the superseded data were derived.
 NN0637
 NN0637_MARKER: DD = SURVEY DISK
 NN0637_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0637_STAMPING: ET 14 JA 1961
 NN0637_MARK LOGO: USGS
 NN0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0637+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2010
 NN0637
 NN0637  HISTORY     - Date     Condition        Report By
 NN0637  HISTORY     - 1961     MONUMENTED       USGS
 NN0637  HISTORY     - 20100810 GOOD             NEDR
 NN0637
 NN0637                          STATION DESCRIPTION
 NN0637
 NN0637'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NN0637'NELIGH, 1.0 MI S. AND 6.0 MI W. OF.  T. 25 N., R. 7 W., NEAR COR. OF
 NN0637'SECS. 20, 21, 28 AND 29, 105 FT N., AND 550 FT W. OF AN E. - W. RD. AT
 NN0637'RIGHT - OF - WAY S., 31 FT E. OF A FENCE AND ON TOP OF A HILL.  IN A
 NN0637'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 14 JA 1961---.  AZIMUTH
 NN0637'TO CLEARWATER WATER TANK ABOUT 4.0 MI DISTANT--N 30 DEG 59 MIN 40 SEC
 NN0637'W.  AZIMUTH TO NELIGH STANDPIPE ABOUT 5.0 MI DISTANT--N 79 DEG 18 MIN
 NN0637'55 SEC E.
 NN0637
 NN0637                          STATION RECOVERY (2010)
 NN0637
 NN0637'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NN0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1807 ***********************************************************************
 NM1807  DESIGNATION -  ET 15 JA
 NM1807  PID         -  NM1807
 NM1807  STATE/COUNTY-  NE/ANTELOPE
 NM1807  COUNTRY     -  US
 NM1807  USGS QUAD   -  TILDEN NW (2017)
 NM1807
 NM1807                         *CURRENT SURVEY CONTROL
 NM1807  ______________________________________________________________________
 NM1807* NAD 83(1995) POSITION- 42 08 15.50607(N) 097 59 22.49561(W)   ADJUSTED
 NM1807* NAVD 88 ORTHO HEIGHT -   567.8   (meters)     1863.    (feet) VERTCON
 NM1807  ______________________________________________________________________
 NM1807  GEOID HEIGHT    -        -24.640 (meters)                     GEOID18
 NM1807  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 NM1807  HORZ ORDER      -  THIRD
 NM1807  VERT ORDER      -  THIRD ? (See Below)
 NM1807
 NM1807.The horizontal coordinates were established by classical geodetic methods
 NM1807.and adjusted by the National Geodetic Survey in August 1997.
 NM1807
 NM1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1807
 NM1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1807.GEOID18 height accuracy estimate available here.
 NM1807
 NM1807.The vertical order pertains to the NGVD 29 superseded value.
 NM1807
 NM1807.Click photographs - Photos may exist for this station.
 NM1807
 NM1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1807
 NM1807. The following values were computed from the NAD 83(1995) position.
 NM1807
 NM1807;                    North         East     Units Scale Factor Converg.
 NM1807;SPC NE       -   257,773.641   666,143.602   MT  0.99971934   +1 19 56.3
 NM1807;SPC NE       -   845,712.35  2,185,506.13   sFT  0.99971934   +1 19 56.3
 NM1807;UTM  14      - 4,665,552.484   583,500.272   MT  0.99968579   +0 40 40.6
 NM1807
 NM1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1807!SPC NE       -   0.99991482  x   0.99971934  =   0.99963418
 NM1807!UTM  14      -   0.99991482  x   0.99968579  =   0.99960063
 NM1807
 NM1807:                Primary Azimuth Mark                     Grid Az
 NM1807:SPC NE       -  AZ WINDMILL SW                           231 14 12.6
 NM1807:UTM  14      -  AZ WINDMILL SW                           231 53 28.3
 NM1807
 NM1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8350065552(NAD 83)
 NM1807
 NM1807|---------------------------------------------------------------------|
 NM1807| PID    Reference Object                     Distance      Geod. Az  |
 NM1807|                                                           dddmmss.s |
 NM1807| CO2129 AZ CUPOLA BARN NNE                                 0195206.9 |
 NM1807| CO2156 AZ WINDMILL SW                                     2323408.9 |
 NM1807|---------------------------------------------------------------------|
 NM1807
 NM1807                          SUPERSEDED SURVEY CONTROL
 NM1807
 NM1807  NAD 83(1986)-  42 08 15.50975(N)    097 59 22.49829(W) AD(       ) 3
 NM1807  NAD 27      -  42 08 15.48291(N)    097 59 21.25551(W) AD(       ) 3
 NM1807
 NM1807.Superseded values are not recommended for survey control.
 NM1807
 NM1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1807.See file dsdata.pdf to determine how the superseded data were derived.
 NM1807
 NM1807_MARKER: DD = SURVEY DISK
 NM1807_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1807_STAMPING: ET 15 JA 1961
 NM1807_MARK LOGO: USGS
 NM1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1807
 NM1807  HISTORY     - Date     Condition        Report By
 NM1807  HISTORY     - 1961     MONUMENTED       USGS
 NM1807
 NM1807                          STATION DESCRIPTION
 NM1807
 NM1807'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1807'NELIGH, 0.3 MI N. AND 2.0 MI E. OF.  T. 25 N., R. 6 W., NEAR S.
 NM1807'SIXTEENTH COR. BETWEEN SEC. 14 AND 15.  159 FT N. AND 33 FT W. OF
 NM1807'CENTER OF RD. AT FIELD LINE E.  ON A SMALL CREST, 64 FT S. OF POWER
 NM1807'LINE POLE.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED---ET 15 JA
 NM1807'1961---.  AZIMUTH TO CUPOLA ON BARN ABOUT 2.0 MI DISTANT--N 19 DEG
 NM1807'52 MIN 10 SEC E.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--S 52 DEG
 NM1807'34 MIN 15 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1804 ***********************************************************************
 NM1804  DESIGNATION -  ET 16 JA
 NM1804  PID         -  NM1804
 NM1804  STATE/COUNTY-  NE/ANTELOPE
 NM1804  COUNTRY     -  US
 NM1804  USGS QUAD   -  OAKDALE (2017)
 NM1804
 NM1804                         *CURRENT SURVEY CONTROL
 NM1804  ______________________________________________________________________
 NM1804* NAD 83(1995) POSITION- 42 06 47.12959(N) 097 53 33.46430(W)   ADJUSTED
 NM1804* NAVD 88 ORTHO HEIGHT -   583.0   (meters)     1913.    (feet) VERTCON
 NM1804  ______________________________________________________________________
 NM1804  GEOID HEIGHT    -        -24.653 (meters)                     GEOID18
 NM1804  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 NM1804  HORZ ORDER      -  THIRD
 NM1804  VERT ORDER      -  THIRD ? (See Below)
 NM1804
 NM1804.The horizontal coordinates were established by classical geodetic methods
 NM1804.and adjusted by the National Geodetic Survey in August 1997.
 NM1804
 NM1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1804
 NM1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1804.GEOID18 height accuracy estimate available here.
 NM1804
 NM1804.The vertical order pertains to the NGVD 29 superseded value.
 NM1804
 NM1804.Click photographs - Photos may exist for this station.
 NM1804
 NM1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1804
 NM1804. The following values were computed from the NAD 83(1995) position.
 NM1804
 NM1804;                    North         East     Units Scale Factor Converg.
 NM1804;SPC NE       -   255,239.224   674,220.827   MT  0.99971470   +1 23 47.6
 NM1804;SPC NE       -   837,397.35  2,212,006.16   sFT  0.99971470   +1 23 47.6
 NM1804;UTM  14      - 4,662,926.080   591,547.854   MT  0.99970312   +0 44 33.5
 NM1804
 NM1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1804!SPC NE       -   0.99991244  x   0.99971470  =   0.99962717
 NM1804!UTM  14      -   0.99991244  x   0.99970312  =   0.99961559
 NM1804
 NM1804:                Primary Azimuth Mark                     Grid Az
 NM1804:SPC NE       -  AZ WINDMILL SSW                          196 55 35.1
 NM1804:UTM  14      -  AZ WINDMILL SSW                          197 34 49.2
 NM1804
 NM1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9154762926(NAD 83)
 NM1804
 NM1804|---------------------------------------------------------------------|
 NM1804| PID    Reference Object                     Distance      Geod. Az  |
 NM1804|                                                           dddmmss.s |
 NM1804| CO2144 AZ TILDEN WT SE                                    1473636.7 |
 NM1804| CO2155 AZ WINDMILL SSW                                    1981922.7 |
 NM1804|---------------------------------------------------------------------|
 NM1804
 NM1804                          SUPERSEDED SURVEY CONTROL
 NM1804
 NM1804  NAD 83(1986)-  42 06 47.13368(N)    097 53 33.46662(W) AD(       ) 3
 NM1804  NAD 27      -  42 06 47.10596(N)    097 53 32.23312(W) AD(       ) 3
 NM1804
 NM1804.Superseded values are not recommended for survey control.
 NM1804
 NM1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1804.See file dsdata.pdf to determine how the superseded data were derived.
 NM1804
 NM1804_MARKER: DD = SURVEY DISK
 NM1804_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1804_STAMPING: ET 16 JA 1961
 NM1804_MARK LOGO: USGS
 NM1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1804
 NM1804  HISTORY     - Date     Condition        Report By
 NM1804  HISTORY     - 1961     MONUMENTED       USGS
 NM1804  HISTORY     - 20130807 MARK NOT FOUND   JEOCON
 NM1804
 NM1804                          STATION DESCRIPTION
 NM1804
 NM1804'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1804'NELIGH, 1.5 MI S. AND 7.0 MI E. OF.  T. 25 N., R. 5 W., NEAR THE
 NM1804'QUARTER COR. BETWEEN SECS. 27 AND 28.  560 FT N. AND 32 FT E. OF
 NM1804'CENTER OF RD. AT T - FENCE W., AND ON THE CREST OF A HILL.  IN A
 NM1804'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 16 JA 1961---.  AZIMUTH
 NM1804'TO TILDEN WATER TOWER ABOUT 7.0 MI DISTANT--S 32 DEG 23 MIN 25 SEC W.
 NM1804'AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--S 18 DEG 19 MIN 25 SEC W.
 NM1804
 NM1804                          STATION RECOVERY (2013)
 NM1804
 NM1804'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1804'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO1321 ***********************************************************************
 MO1321  DESIGNATION -  ET 17 GT
 MO1321  PID         -  MO1321
 MO1321  STATE/COUNTY-  NE/BANNER
 MO1321  COUNTRY     -  US
 MO1321  USGS QUAD   -  MCCOMPSEY PASS (2018)
 MO1321
 MO1321                         *CURRENT SURVEY CONTROL
 MO1321  ______________________________________________________________________
 MO1321* NAD 83(1995) POSITION- 41 37 34.87678(N) 104 00 21.42258(W)   ADJUSTED
 MO1321* NAVD 88 ORTHO HEIGHT -  1411.79  (+/-2cm)     4631.8   (feet) VERTCON
 MO1321  ______________________________________________________________________
 MO1321  GEOID HEIGHT    -        -18.327 (meters)                     GEOID18
 MO1321  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 MO1321  HORZ ORDER      -  THIRD
 MO1321  VERT ORDER      -  THIRD ? (See Below)
 MO1321
 MO1321.The horizontal coordinates were established by classical geodetic methods
 MO1321.and adjusted by the National Geodetic Survey in August 1997.
 MO1321
 MO1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1321
 MO1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO1321.GEOID18 height accuracy estimate available here.
 MO1321
 MO1321.The vertical order pertains to the NGVD 29 superseded value.
 MO1321
 MO1321.Click photographs - Photos may exist for this station.
 MO1321
 MO1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO1321
 MO1321. The following values were computed from the NAD 83(1995) position.
 MO1321
 MO1321;                    North         East     Units Scale Factor Converg.
 MO1321;SPC NE       -   206,800.644   166,402.054   MT  0.99966080   -2 39 17.0
 MO1321;SPC NE       -   678,478.45    545,937.41   sFT  0.99966080   -2 39 17.0
 MO1321;UTM  13      - 4,608,769.343   582,805.136   MT  0.99968438   +0 39 37.3
 MO1321
 MO1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1321!SPC NE       -   0.99978149  x   0.99966080  =   0.99944236
 MO1321!UTM  13      -   0.99978149  x   0.99968438  =   0.99946593
 MO1321
 MO1321:                Primary Azimuth Mark                     Grid Az
 MO1321:SPC NE       -  66 MOUNTAIN                              322 30 42.0
 MO1321:UTM  13      -  66 MOUNTAIN                              319 11 47.7
 MO1321
 MO1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8280508769(NAD 83)
 MO1321
 MO1321|---------------------------------------------------------------------|
 MO1321| PID    Reference Object                     Distance      Geod. Az  |
 MO1321|                                                           dddmmss.s |
 MO1321| MO0996 66 MOUNTAIN                         APPROX.11.0 KM 3195125.0 |
 MO1321|---------------------------------------------------------------------|
 MO1321
 MO1321                          SUPERSEDED SURVEY CONTROL
 MO1321
 MO1321  NAD 83(1993)-  41 37 34.87684(N)    104 00 21.42312(W) AD(       ) 3
 MO1321  NAD 83(1986)-  41 37 34.86543(N)    104 00 21.42565(W) AD(       ) 3
 MO1321  NGVD 29            1411.01   (m)         4629.3    (f) LEVELING    3  
 MO1321
 MO1321.Superseded values are not recommended for survey control.
 MO1321
 MO1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1321.See file dsdata.pdf to determine how the superseded data were derived.
 MO1321
 MO1321_MARKER: DD = SURVEY DISK
 MO1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1321_STAMPING: ET 17 GT 1958 4629
 MO1321_MARK LOGO: USGS
 MO1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1321+STABILITY: SURFACE MOTION
 MO1321
 MO1321  HISTORY     - Date     Condition        Report By
 MO1321  HISTORY     - 1958     MONUMENTED       USGS
 MO1321
 MO1321                          STATION DESCRIPTION
 MO1321
 MO1321'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1321'LAGRANGE, 0.9 MI. S. AND 8.25 MI. E. OF, NEAR SE. COR. SEC. 9, T 19 N,
 MO1321'R 58 W, ABOUT 100 FT. SW. OF BEND IN RD. FROM S. TO SE., 2 FT. S. AND
 MO1321'2 FT. W. OF E-W. FENCE AT FENCE SSW.
 MO1321'
 MO1321'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1321'STAMPED---ET 17 GT 1958, 4629---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1800 ***********************************************************************
 NM1800  DESIGNATION -  ET 17 JA
 NM1800  PID         -  NM1800
 NM1800  STATE/COUNTY-  NE/PIERCE
 NM1800  COUNTRY     -  US
 NM1800  USGS QUAD   -  TILDEN NE (2017)
 NM1800
 NM1800                         *CURRENT SURVEY CONTROL
 NM1800  ______________________________________________________________________
 NM1800* NAD 83(1995) POSITION- 42 08 01.36578(N) 097 45 16.59562(W)   ADJUSTED
 NM1800* NAVD 88 ORTHO HEIGHT -   546.1   (meters)     1792.    (feet) VERTCON
 NM1800  ______________________________________________________________________
 NM1800  GEOID HEIGHT    -        -24.739 (meters)                     GEOID18
 NM1800  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 NM1800  HORZ ORDER      -  THIRD
 NM1800  VERT ORDER      -  THIRD ? (See Below)
 NM1800
 NM1800.The horizontal coordinates were established by classical geodetic methods
 NM1800.and adjusted by the National Geodetic Survey in August 1997.
 NM1800
 NM1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1800
 NM1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1800.GEOID18 height accuracy estimate available here.
 NM1800
 NM1800.The vertical order pertains to the NGVD 29 superseded value.
 NM1800
 NM1800.Click photographs - Photos may exist for this station.
 NM1800
 NM1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1800
 NM1800. The following values were computed from the NAD 83(1995) position.
 NM1800
 NM1800;                    North         East     Units Scale Factor Converg.
 NM1800;SPC NE       -   257,815.538   685,569.207   MT  0.99971859   +1 29 16.8
 NM1800;SPC NE       -   845,849.81  2,249,238.31   sFT  0.99971859   +1 29 16.8
 NM1800;UTM  14      - 4,665,372.855   602,924.865   MT  0.99973035   +0 50 08.0
 NM1800
 NM1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1800!SPC NE       -   0.99991824  x   0.99971859  =   0.99963685
 NM1800!UTM  14      -   0.99991824  x   0.99973035  =   0.99964861
 NM1800
 NM1800:                Primary Azimuth Mark                     Grid Az
 NM1800:SPC NE       -  STA 85                                   237 13 09.0
 NM1800:UTM  14      -  STA 85                                   237 52 17.8
 NM1800
 NM1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0292465372(NAD 83)
 NM1800
 NM1800|---------------------------------------------------------------------|
 NM1800| PID    Reference Object                     Distance      Geod. Az  |
 NM1800|                                                           dddmmss.s |
 NM1800| CO2132 AZ NAIL IN POLE S                                  1871503.3 |
 NM1800| NM1801 STA 85                              APPROX. 1.0 KM 2384225.8 |
 NM1800| CO2133 AZ NAIL IN POLE WSW                                2611007.3 |
 NM1800|---------------------------------------------------------------------|
 NM1800
 NM1800                          SUPERSEDED SURVEY CONTROL
 NM1800
 NM1800  NAD 83(1986)-  42 08 01.37102(N)    097 45 16.59775(W) AD(       ) 3
 NM1800  NAD 27      -  42 08 01.34669(N)    097 45 15.37746(W) AD(       ) 3
 NM1800
 NM1800.Superseded values are not recommended for survey control.
 NM1800
 NM1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1800.See file dsdata.pdf to determine how the superseded data were derived.
 NM1800
 NM1800_MARKER: DD = SURVEY DISK
 NM1800_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1800_STAMPING: ET 17 JA 1961
 NM1800_MARK LOGO: USGS
 NM1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1800
 NM1800  HISTORY     - Date     Condition        Report By
 NM1800  HISTORY     - 1961     MONUMENTED       USGS
 NM1800
 NM1800                          STATION DESCRIPTION
 NM1800
 NM1800'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1800'MEADOW GROVE, 7.0 MI N. AND 0.75 MI W. OF.  T. 25 N., R. 4 W.  NEAR
 NM1800'W. SIXTEENTH COR. BETWEEN SECS. 14 AND 23.  1 FT S. AND 16 FT W. OF A
 NM1800'POWER POLE.  14 FT S. OF SE. LEG OF A WINDMILL.  ON CREST OF HILL.  A
 NM1800'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST AND STAMPED---ET 17
 NM1800'JA 1961---.  AZIMUTH TO NAIL IN POWER LINE POLE 0.5 MI DISTANT--S 7
 NM1800'DEG 14 MIN 55 SEC W.  AZIMUTH TO NAIL IN POWER LINE POLE ABOUT 500 FT
 NM1800'DISTANT--S 81 DEG 09 MIN 55 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1799 ***********************************************************************
 NM1799  DESIGNATION -  ET 18 JA
 NM1799  PID         -  NM1799
 NM1799  STATE/COUNTY-  NE/PIERCE
 NM1799  COUNTRY     -  US
 NM1799  USGS QUAD   -  PIERCE SE (2017)
 NM1799
 NM1799                         *CURRENT SURVEY CONTROL
 NM1799  ______________________________________________________________________
 NM1799* NAD 83(1995) POSITION- 42 07 10.04460(N) 097 36 19.15655(W)   ADJUSTED
 NM1799* NAVD 88 ORTHO HEIGHT -   535.8   (meters)     1758.    (feet) VERTCON
 NM1799  ______________________________________________________________________
 NM1799  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 NM1799  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 NM1799  HORZ ORDER      -  THIRD
 NM1799  VERT ORDER      -  THIRD ? (See Below)
 NM1799
 NM1799.The horizontal coordinates were established by classical geodetic methods
 NM1799.and adjusted by the National Geodetic Survey in August 1997.
 NM1799
 NM1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1799
 NM1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1799.GEOID18 height accuracy estimate available here.
 NM1799
 NM1799.The vertical order pertains to the NGVD 29 superseded value.
 NM1799
 NM1799.Click photographs - Photos may exist for this station.
 NM1799
 NM1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1799
 NM1799. The following values were computed from the NAD 83(1995) position.
 NM1799
 NM1799;                    North         East     Units Scale Factor Converg.
 NM1799;SPC NE       -   256,564.183   697,947.879   MT  0.99971589   +1 35 13.0
 NM1799;SPC NE       -   841,744.32  2,289,850.67   sFT  0.99971589   +1 35 13.0
 NM1799;UTM  14      - 4,663,980.690   615,288.861   MT  0.99976355   +0 56 07.7
 NM1799
 NM1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1799!SPC NE       -   0.99991987  x   0.99971589  =   0.99963578
 NM1799!UTM  14      -   0.99991987  x   0.99976355  =   0.99968344
 NM1799
 NM1799:                Primary Azimuth Mark                     Grid Az
 NM1799:SPC NE       -  AZ WINDMILL SSW                          181 27 37.8
 NM1799:UTM  14      -  AZ WINDMILL SSW                          182 06 43.1
 NM1799
 NM1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1528863980(NAD 83)
 NM1799
 NM1799|---------------------------------------------------------------------|
 NM1799| PID    Reference Object                     Distance      Geod. Az  |
 NM1799|                                                           dddmmss.s |
 NM1799| CO2151 AZ WINDMILL NNE                                    0315033.8 |
 NM1799| CO2155 AZ WINDMILL SSW                                    1830250.8 |
 NM1799|---------------------------------------------------------------------|
 NM1799
 NM1799                          SUPERSEDED SURVEY CONTROL
 NM1799
 NM1799  NAD 83(1986)-  42 07 10.05114(N)    097 36 19.15766(W) AD(       ) 3
 NM1799  NAD 27      -  42 07 10.03151(N)    097 36 17.94853(W) AD(       ) 3
 NM1799
 NM1799.Superseded values are not recommended for survey control.
 NM1799
 NM1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1799.See file dsdata.pdf to determine how the superseded data were derived.
 NM1799
 NM1799_MARKER: DD = SURVEY DISK
 NM1799_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1799_STAMPING: ET 18 JA 1961
 NM1799_MARK LOGO: USGS
 NM1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1799+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 NM1799
 NM1799  HISTORY     - Date     Condition        Report By
 NM1799  HISTORY     - 1961     MONUMENTED       USGS
 NM1799  HISTORY     - 20130807 GOOD             GEOCAC
 NM1799
 NM1799                          STATION DESCRIPTION
 NM1799
 NM1799'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1799'BATTLECREEK, 8.25 MI N. AND 0.3 MI W. OF.  T. 25 N., R. 3 W., NEAR E.
 NM1799'SIXTEENTH COR. BETWEEN SECS. 24 AND 25, 0.2 MI W. OF CROSSROADS, 28 FT
 NM1799'N. OF CENTER OF RIGHT - OF - WAY, 5 FT N. OF N. RIGHT - OF - WAY FENCE
 NM1799'AND ON CREST OF RIDGE.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED
 NM1799'---ET 18 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--S 3
 NM1799'DEG 02 MIN 40 SEC W.  AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--
 NM1799'N 31 DEG 50 MIN 20 SEC E.
 NM1799
 NM1799                          STATION RECOVERY (2013)
 NM1799
 NM1799'RECOVERY NOTE BY GEOCACHING 2013 (JMJ)
 NM1799'THE MARK IS ABOUT 4 TO 4.5 FEET NORTH OF A WOODEN STAKE WHICH IS PART
 NM1799'OF A BARBED WIRE FENCE.  THE MARK IS ON PRIVATE PROPERTY, BUT VIEWABLE
 NM1799'FROM THE ROW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1815 ***********************************************************************
 NM1815  DESIGNATION -  ET 2 JA
 NM1815  PID         -  NM1815
 NM1815  STATE/COUNTY-  NE/ANTELOPE
 NM1815  COUNTRY     -  US
 NM1815  USGS QUAD   -  CREIGHTON (2017)
 NM1815
 NM1815                         *CURRENT SURVEY CONTROL
 NM1815  ______________________________________________________________________
 NM1815* NAD 83(1995) POSITION- 42 25 20.02440(N) 097 59 11.13142(W)   ADJUSTED
 NM1815* NAVD 88 ORTHO HEIGHT -   561.9   (meters)     1844.    (feet) VERTCON
 NM1815  ______________________________________________________________________
 NM1815  GEOID HEIGHT    -        -25.196 (meters)                     GEOID18
 NM1815  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 NM1815  HORZ ORDER      -  THIRD
 NM1815  VERT ORDER      -  THIRD ? (See Below)
 NM1815
 NM1815.The horizontal coordinates were established by classical geodetic methods
 NM1815.and adjusted by the National Geodetic Survey in August 1997.
 NM1815
 NM1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1815
 NM1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1815.GEOID18 height accuracy estimate available here.
 NM1815
 NM1815.The vertical order pertains to the NGVD 29 superseded value.
 NM1815
 NM1815.Click photographs - Photos may exist for this station.
 NM1815
 NM1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1815
 NM1815. The following values were computed from the NAD 83(1995) position.
 NM1815
 NM1815;                    North         East     Units Scale Factor Converg.
 NM1815;SPC NE       -   289,374.985   665,668.460   MT  0.99978659   +1 20 03.8
 NM1815;SPC NE       -   949,391.10  2,183,947.27   sFT  0.99978659   +1 20 03.8
 NM1815;UTM  14      - 4,697,155.128   583,385.034   MT  0.99968555   +0 41 01.6
 NM1815
 NM1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1815!SPC NE       -   0.99991583  x   0.99978659  =   0.99970244
 NM1815!UTM  14      -   0.99991583  x   0.99968555  =   0.99960141
 NM1815
 NM1815:                Primary Azimuth Mark                     Grid Az
 NM1815:SPC NE       -  AZ WINDMILL WNW                          273 39 15.3
 NM1815:UTM  14      -  AZ WINDMILL WNW                          274 18 17.5
 NM1815
 NM1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8338597155(NAD 83)
 NM1815
 NM1815|---------------------------------------------------------------------|
 NM1815| PID    Reference Object                     Distance      Geod. Az  |
 NM1815|                                                           dddmmss.s |
 NM1815| CO2139 AZ ROYAL WT SW                                     2292320.1 |
 NM1815| CO2157 AZ WINDMILL WNW                                    2745919.1 |
 NM1815|---------------------------------------------------------------------|
 NM1815
 NM1815                          SUPERSEDED SURVEY CONTROL
 NM1815
 NM1815  NAD 83(1986)-  42 25 20.02904(N)    097 59 11.13521(W) AD(       ) 3
 NM1815  NAD 27      -  42 25 20.01255(N)    097 59 09.89789(W) AD(       ) 3
 NM1815
 NM1815.Superseded values are not recommended for survey control.
 NM1815
 NM1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1815.See file dsdata.pdf to determine how the superseded data were derived.
 NM1815
 NM1815_MARKER: DD = SURVEY DISK
 NM1815_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1815_STAMPING: ET 2 JA 1961
 NM1815_MARK LOGO: USGS
 NM1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1815
 NM1815  HISTORY     - Date     Condition        Report By
 NM1815  HISTORY     - 1961     MONUMENTED       USGS
 NM1815  HISTORY     - 20081017 POOR             INDIV
 NM1815
 NM1815                          STATION DESCRIPTION
 NM1815
 NM1815'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1815'BRUNSWICK, 6.0 MI N. AND 0.8 MI W. OF.  T. 28 N., R. 6 W., NEAR W.
 NM1815'SIXTEENTH COR. BETWEEN SECS. 2 AND 11, 0.2 MI E. OF CROSSROADS, 32 FT
 NM1815'S. AND 155 FT W. OF FENCE LINE S., ON CREST OF A HILL.  IN A CONCRETE
 NM1815'POST.  A STANDARD TABLET STAMPED---ET 2 JA 1961---.  AZIMUTH TO
 NM1815'WINDMILL ABOUT 0.25 MI DISTANT--N 85 DEG 00 MIN 40 SEC W.  AZIMUTH TO
 NM1815'ROYAL WATER TANK ABOUT 9.0 MI DISTANT--S 49 DEG 23 MIN 20 SEC W.
 NM1815
 NM1815                          STATION RECOVERY (2008)
 NM1815
 NM1815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 NM1815'CAUTION - THIS MARK IS BELIEVED TO HAVE BEEN MOVED FROM ITS ORIGINAL
 NM1815'LOCATION.
 NM1815'
 NM1815'THE MARK IS AN ALUMINUM DISK STAMPED ET 2 JA 1961 IN A CONCRETE
 NM1815'PEDESTAL.  IT WAS FOUND PROJECTING 1.1 FEET ABOVE THE GROUND UNDER AN
 NM1815'EAST-WEST BARBED WIRE FENCE.  THE TOP NORTHEAST CORNER OF THE CONCRETE
 NM1815'PEDESTAL IS BROKEN OFF.  THE SURFACE OF THE CAP HAS SEVERAL SCRAPES ON
 NM1815'IT.
 NM1815'
 NM1815'A GPS OBSERVATION WAS MADE ON THE MONUMENT FOR A DURATION OF 40
 NM1815'MINUTES AND THEN PROCESSED THROUGH OPUS WITH THE FOLLOWING POSITION.
 NM1815'42-25-19.99940 / 97-59-11.94807 DATUM OF NAD83(CORS96).  THIS IS A
 NM1815'DIFFERENCE OF 61.3' WITH THE EXISTING MONUMENT BEING WEST AND SLIGHTLY
 NM1815'SOUTH OF THE PREVIOUSLY PUBLISHED LOCATION.
 NM1815'
 NM1815'THE FENCE IN THE ORIGINAL 1961 DESCRIPTION THAT WAS 155' EAST OF THE
 NM1815'MONUMENT AND GOING SOUTH NO LONGER EXISTS.  THERE IS NOW A TRAIL ROAD
 NM1815'AT THIS LOCATION THAT WAS NOT IN THE 1961 DESCRIPTION.  THE EAST-WEST
 NM1815'FENCE WHERE THE MONUMENT IS LOCATED UNDER APPEARS TO HAVE BE BUILT
 NM1815'WITHIN THE PAST TEN YEARS.
 NM1815'
 NM1815'THE FOLLOWING ARE NEW TIES TO THE MONUMENT AS IT EXISTS IN THE
 NM1815'LOCATION AS FOUND ON THIS DATE.  NORTH 32' TO THE CENTERLINE OF AN
 NM1815'EAST-WEST TRAIL ROAD. NORTH 63.0' TO NORTH RIGHT-OF-WAY FENCE GOING
 NM1815'EAST-WEST.  UNDER THE SOUTH RIGHT-OF-WAY FENCE GOING EAST-WEST WHICH
 NM1815'IS 32' SOUTH OF THE CENTERLINE OF THE TRAIL ROAD. WEST 1.05' TO THE
 NM1815'EAST FACE OF A 4-INCH DIAMETER WOOD FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1936 ***********************************************************************
 MK1936  DESIGNATION -  ET 2 TET
 MK1936  PID         -  MK1936
 MK1936  STATE/COUNTY-  NE/MADISON
 MK1936  COUNTRY     -  US
 MK1936  USGS QUAD   -  BATTLE CREEK SW (2017)
 MK1936
 MK1936                         *CURRENT SURVEY CONTROL
 MK1936  ______________________________________________________________________
 MK1936* NAD 83(1995) POSITION- 41 45 08.15064(N) 097 38 21.41824(W)   ADJUSTED
 MK1936* NAVD 88 ORTHO HEIGHT -   544.4   (meters)     1786.    (feet) VERTCON
 MK1936  ______________________________________________________________________
 MK1936  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 MK1936  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 MK1936  HORZ ORDER      -  THIRD
 MK1936  VERT ORDER      -  THIRD ? (See Below)
 MK1936
 MK1936.The horizontal coordinates were established by classical geodetic methods
 MK1936.and adjusted by the National Geodetic Survey in August 1997.
 MK1936
 MK1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1936
 MK1936.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1936.GEOID18 height accuracy estimate available here.
 MK1936
 MK1936.The vertical order pertains to the NGVD 29 superseded value.
 MK1936
 MK1936.Click photographs - Photos may exist for this station.
 MK1936
 MK1936.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1936
 MK1936. The following values were computed from the NAD 83(1995) position.
 MK1936
 MK1936;                    North         East     Units Scale Factor Converg.
 MK1936;SPC NE       -   215,730.035   696,254.395   MT  0.99966781   +1 33 52.0
 MK1936;SPC NE       -   707,774.29  2,284,294.63   sFT  0.99966781   +1 33 52.0
 MK1936;UTM  14      - 4,623,165.622   613,128.622   MT  0.99975749   +0 54 22.4
 MK1936
 MK1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1936!SPC NE       -   0.99991849  x   0.99966781  =   0.99958632
 MK1936!UTM  14      -   0.99991849  x   0.99975749  =   0.99967600
 MK1936
 MK1936:                Primary Azimuth Mark                     Grid Az
 MK1936:SPC NE       -  AZ N EAVE BARN SW                        211 32 34.5
 MK1936:UTM  14      -  AZ N EAVE BARN SW                        212 12 04.1
 MK1936
 MK1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1312823165(NAD 83)
 MK1936
 MK1936|---------------------------------------------------------------------|
 MK1936| PID    Reference Object                     Distance      Geod. Az  |
 MK1936|                                                           dddmmss.s |
 MK1936| CN7781 AZ W EAVE BARN ENE                                 0765950.5 |
 MK1936| CN7772 AZ N EAVE BARN SW                                  2130626.5 |
 MK1936|---------------------------------------------------------------------|
 MK1936
 MK1936                          SUPERSEDED SURVEY CONTROL
 MK1936
 MK1936  NAD 83(1986)-  41 45 08.15880(N)    097 38 21.42272(W) AD(       ) 3
 MK1936  NAD 27      -  41 45 08.12120(N)    097 38 20.24173(W) AD(       ) 3
 MK1936
 MK1936.Superseded values are not recommended for survey control.
 MK1936
 MK1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1936.See file dsdata.pdf to determine how the superseded data were derived.
 MK1936
 MK1936_MARKER: DD = SURVEY DISK
 MK1936_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1936_STAMPING: ET 2 TET 1961
 MK1936_MARK LOGO: USGS
 MK1936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1936
 MK1936  HISTORY     - Date     Condition        Report By
 MK1936  HISTORY     - 1961     MONUMENTED       USGS
 MK1936
 MK1936                          STATION DESCRIPTION
 MK1936
 MK1936'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MK1936'SAINT BERNARD.  2.0 MI N., T. 21 N., R. 3 W., NEAR QUARTER COR. SECS.
 MK1936'34 AND 35.  150 FT S. AND 33 FT W. OF CENTER OF RD. AT PRIVATE DRIVE
 MK1936'W., 120 FT N. OF T - FENCE W., IN W. RIGHT - OF - WAY FENCE.  IN
 MK1936'CONCRETE POST.  STANDARD TABLET STAMPED---ET 2 TET 1961---.  AZIMUTH
 MK1936'TO N. EVE BARN SW. ABOUT 0.25 MI DISTANT--S 33 DEG 06 MIN 35 SEC W.
 MK1936'AZIMUTH TO W. EVE BARN ENE. 1.75 MI DISTANT--N 76 DEG 59 MIN 55 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO1324 ***********************************************************************
 MO1324  DESIGNATION -  ET 22 GT
 MO1324  PID         -  MO1324
 MO1324  STATE/COUNTY-  NE/BANNER
 MO1324  COUNTRY     -  US
 MO1324  USGS QUAD   -  TREMAIN (2018)
 MO1324
 MO1324                         *CURRENT SURVEY CONTROL
 MO1324  ______________________________________________________________________
 MO1324* NAD 83(1995) POSITION- 41 30 32.04894(N) 104 00 15.47095(W)   ADJUSTED
 MO1324* NAVD 88 ORTHO HEIGHT -  1605.64  (+/-2cm)     5267.8   (feet) VERTCON
 MO1324  ______________________________________________________________________
 MO1324  GEOID HEIGHT    -        -18.284 (meters)                     GEOID18
 MO1324  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 MO1324  HORZ ORDER      -  THIRD
 MO1324  VERT ORDER      -  THIRD ? (See Below)
 MO1324
 MO1324.The horizontal coordinates were established by classical geodetic methods
 MO1324.and adjusted by the National Geodetic Survey in August 1997.
 MO1324
 MO1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1324
 MO1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO1324.GEOID18 height accuracy estimate available here.
 MO1324
 MO1324.The vertical order pertains to the NGVD 29 superseded value.
 MO1324
 MO1324.Click photographs - Photos may exist for this station.
 MO1324
 MO1324.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO1324
 MO1324. The following values were computed from the NAD 83(1995) position.
 MO1324
 MO1324;                    North         East     Units Scale Factor Converg.
 MO1324;SPC NE       -   193,767.879   165,935.885   MT  0.99965860   -2 39 13.1
 MO1324;SPC NE       -   635,720.12    544,407.98   sFT  0.99965860   -2 39 13.1
 MO1324;SPC WY E     -   112,688.019   297,034.838   MT  1.00005333   +0 46 13.5
 MO1324;SPC WY E     -   369,710.61    974,521.80   sFT  1.00005333   +0 46 13.5
 MO1324;UTM  13      - 4,595,731.097   583,093.225   MT  0.99968497   +0 39 35.7
 MO1324
 MO1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1324!SPC NE       -   0.99975108  x   0.99965860  =   0.99940977
 MO1324!SPC WY E     -   0.99975108  x   1.00005333  =   0.99980440
 MO1324!UTM  13      -   0.99975108  x   0.99968497  =   0.99943613
 MO1324
 MO1324:                Primary Azimuth Mark                     Grid Az
 MO1324:SPC NE       -  ALBIN                                    256 49 47.5
 MO1324:SPC WY E     -  ALBIN                                    253 24 20.9
 MO1324:UTM  13      -  ALBIN                                    253 30 58.7
 MO1324
 MO1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8309395731(NAD 83)
 MO1324
 MO1324|---------------------------------------------------------------------|
 MO1324| PID    Reference Object                     Distance      Geod. Az  |
 MO1324|                                                           dddmmss.s |
 MO1324| MO1019 ALBIN                               APPROX. 7.6 KM 2541034.4 |
 MO1324|---------------------------------------------------------------------|
 MO1324
 MO1324                          SUPERSEDED SURVEY CONTROL
 MO1324
 MO1324  NAD 83(1993)-  41 30 32.04915(N)    104 00 15.47148(W) AD(       ) 3
 MO1324  NAD 83(1986)-  41 30 32.03778(N)    104 00 15.47301(W) AD(       ) 3
 MO1324  NGVD 29            1604.80   (m)         5265.1    (f) LEVELING    3  
 MO1324
 MO1324.Superseded values are not recommended for survey control.
 MO1324
 MO1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1324.See file dsdata.pdf to determine how the superseded data were derived.
 MO1324
 MO1324_MARKER: DD = SURVEY DISK
 MO1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1324_STAMPING: ET 22 GT 1958
 MO1324_MARK LOGO: USGS
 MO1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1324+STABILITY: SURFACE MOTION
 MO1324
 MO1324  HISTORY     - Date     Condition        Report By
 MO1324  HISTORY     - 1958     MONUMENTED       USGS
 MO1324
 MO1324                          STATION DESCRIPTION
 MO1324
 MO1324'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1324'ALBIN, 6.3 MI. N. AND 5.0 MI. E. OF, NEAR NW. COR. SEC. 27, T 18 N,
 MO1324'R 58 W, 34 FT. S. AND 359 FT. E. OF CROSSROADS.
 MO1324'
 MO1324'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1324'STAMPED---ET 22 GT 1958---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO1325 ***********************************************************************
 MO1325  DESIGNATION -  ET 23 GT
 MO1325  PID         -  MO1325
 MO1325  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO1325  COUNTRY     -  US
 MO1325  USGS QUAD   -  LYMAN (2017)
 MO1325
 MO1325                         *CURRENT SURVEY CONTROL
 MO1325  ______________________________________________________________________
 MO1325* NAD 83(1995) POSITION- 41 59 51.45781(N) 104 01 41.14699(W)   ADJUSTED
 MO1325* NAVD 88 ORTHO HEIGHT -  1262.5   (meters)     4142.    (feet) VERTCON
 MO1325  ______________________________________________________________________
 MO1325  GEOID HEIGHT    -        -18.033 (meters)                     GEOID18
 MO1325  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC18
 MO1325  HORZ ORDER      -  THIRD
 MO1325
 MO1325.The horizontal coordinates were established by classical geodetic methods
 MO1325.and adjusted by the National Geodetic Survey in August 1997.
 MO1325
 MO1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1325
 MO1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO1325.GEOID18 height accuracy estimate available here.
 MO1325
 MO1325.Click photographs - Photos may exist for this station.
 MO1325
 MO1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO1325
 MO1325. The following values were computed from the NAD 83(1995) position.
 MO1325
 MO1325;                    North         East     Units Scale Factor Converg.
 MO1325;SPC NE       -   248,065.278   166,479.105   MT  0.99969537   -2 40 09.9
 MO1325;SPC NE       -   813,860.83    546,190.20   sFT  0.99969537   -2 40 09.9
 MO1325;SPC WY E     -   166,941.333   294,329.685   MT  1.00004695   +0 45 42.7
 MO1325;SPC WY E     -   547,706.69    965,646.64   sFT  1.00004695   +0 45 42.7
 MO1325;UTM  13      - 4,649,969.595   580,494.147   MT  0.99967973   +0 39 01.2
 MO1325
 MO1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1325!SPC NE       -   0.99980485  x   0.99969537  =   0.99950028
 MO1325!SPC WY E     -   0.99980485  x   1.00004695  =   0.99985179
 MO1325!UTM  13      -   0.99980485  x   0.99967973  =   0.99948464
 MO1325
 MO1325:                Primary Azimuth Mark                     Grid Az
 MO1325:SPC NE       -  ET 5 GT                                  269 58 48.0
 MO1325:SPC WY E     -  ET 5 GT                                  266 32 55.4
 MO1325:UTM  13      -  ET 5 GT                                  266 39 36.9
 MO1325
 MO1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8049449969(NAD 83)
 MO1325
 MO1325|---------------------------------------------------------------------|
 MO1325| PID    Reference Object                     Distance      Geod. Az  |
 MO1325|                                                           dddmmss.s |
 MO1325| MO1327 ET 5 GT                             APPROX. 8.5 KM 2671838.1 |
 MO1325|---------------------------------------------------------------------|
 MO1325
 MO1325                          SUPERSEDED SURVEY CONTROL
 MO1325
 MO1325  NAD 83(1993)-  41 59 51.45763(N)    104 01 41.14763(W) AD(       ) 3
 MO1325  NAD 83(1986)-  41 59 51.44301(N)    104 01 41.15413(W) AD(       ) 3
 MO1325  NGVD 29 (09/11/89) 1261.8    (m)         4140.     (f) VERT ANG       
 MO1325
 MO1325.Superseded values are not recommended for survey control.
 MO1325
 MO1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1325.See file dsdata.pdf to determine how the superseded data were derived.
 MO1325
 MO1325_MARKER: DS = TRIANGULATION STATION DISK
 MO1325_SETTING: 0 = UNSPECIFIED SETTING
 MO1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1325
 MO1325  HISTORY     - Date     Condition        Report By
 MO1325  HISTORY     - 1958     MONUMENTED       USGS
 MO1325
 MO1325                          STATION DESCRIPTION
 MO1325
 MO1325'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1325'HENRY, 1.0 MI. E. OF, 0.25 MI. S. OF NE. COR. SEC. 3, T 23 N,
 MO1325'R 58 W, 299.5 FT. S. AND 31 FT. W. OF N-S. RD. AT FIELD ENTRANCE W.
 MO1325'
 MO1325'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1325'STAMPED---ET 23 GT, 1958---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1792 ***********************************************************************
 NM1792  DESIGNATION -  ET 24 JA
 NM1792  PID         -  NM1792
 NM1792  STATE/COUNTY-  NE/PIERCE
 NM1792  COUNTRY     -  US
 NM1792  USGS QUAD   -  OSMOND (2017)
 NM1792
 NM1792                         *CURRENT SURVEY CONTROL
 NM1792  ______________________________________________________________________
 NM1792* NAD 83(1995) POSITION- 42 21 30.70150(N) 097 30 14.47807(W)   NO CHECK
 NM1792* NAVD 88 ORTHO HEIGHT -   533.8   (meters)     1751.    (feet) VERTCON
 NM1792  ______________________________________________________________________
 NM1792  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 NM1792  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 NM1792  HORZ ORDER      -  THIRD
 NM1792  VERT ORDER      -  THIRD ? (See Below)
 NM1792
 NM1792.The horizontal coordinates were established by classical geodetic methods
 NM1792.and adjusted by the National Geodetic Survey in August 1997.
 NM1792
 NM1792.No horizontal observational check was made to the station.
 NM1792
 NM1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1792
 NM1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1792.GEOID18 height accuracy estimate available here.
 NM1792
 NM1792.The vertical order pertains to the NGVD 29 superseded value.
 NM1792
 NM1792.Click photographs - Photos may exist for this station.
 NM1792
 NM1792.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1792
 NM1792. The following values were computed from the NAD 83(1995) position.
 NM1792
 NM1792;                    North         East     Units Scale Factor Converg.
 NM1792;SPC NE       -   283,338.630   705,552.852   MT  0.99976938   +1 39 14.7
 NM1792;SPC NE       -   929,586.82  2,314,801.32   sFT  0.99976938   +1 39 14.7
 NM1792;UTM  14      - 4,690,668.210   623,196.786   MT  0.99978674   +1 00 29.0
 NM1792
 NM1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1792!SPC NE       -   0.99992024  x   0.99976938  =   0.99968964
 NM1792!UTM  14      -   0.99992024  x   0.99978674  =   0.99970700
 NM1792
 NM1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2319690668(NAD 83)
 NM1792
 NM1792                          SUPERSEDED SURVEY CONTROL
 NM1792
 NM1792  NAD 83(1986)-  42 21 30.70842(N)    097 30 14.48153(W) AD(       ) 3
 NM1792  NAD 27      -  42 21 30.69908(N)    097 30 13.29837(W) AD(       ) 3
 NM1792
 NM1792.Superseded values are not recommended for survey control.
 NM1792
 NM1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1792.See file dsdata.pdf to determine how the superseded data were derived.
 NM1792
 NM1792_MARKER: DD = SURVEY DISK
 NM1792_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1792_STAMPING: ET 24 JA 1961
 NM1792_MARK LOGO: USGS
 NM1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1792
 NM1792  HISTORY     - Date     Condition        Report By
 NM1792  HISTORY     - 1961     MONUMENTED       USGS
 NM1792
 NM1792                          STATION DESCRIPTION
 NM1792
 NM1792'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1792'OSMOND, 5.0 MI E. OF. T. 28 N., R. 2 W.  NEAR THE QUARTER COR. BETWEEN
 NM1792'SECS. 35 AND 36.  3 FT N. AND 33 FT E. OF CENTER OF ROAD AT E. - W.
 NM1792'FENCE.  IN A CONCRETE POST FLUSH WITH THE GROUND, A STANDARD TABLET
 NM1792'STAMPED---ET 24 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 1.0 MI WNW--
 NM1792'N 73 DEG 75 MIN 15 SEC W.  AZIMUTH TO WINDMILL ABOUT 1.0 MI NE.--N 54
 NM1792'DEG 58 MIN 50 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1811 ***********************************************************************
 NM1811  DESIGNATION -  ET 3 JA
 NM1811  PID         -  NM1811
 NM1811  STATE/COUNTY-  NE/ANTELOPE
 NM1811  COUNTRY     -  US
 NM1811  USGS QUAD   -  BRUNSWICK (2017)
 NM1811
 NM1811                         *CURRENT SURVEY CONTROL
 NM1811  ______________________________________________________________________
 NM1811* NAD 83(1995) POSITION- 42 21 53.29191(N) 097 53 19.50365(W)   ADJUSTED
 NM1811* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 NM1811  ______________________________________________________________________
 NM1811  GEOID HEIGHT    -        -25.010 (meters)                     GEOID18
 NM1811  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 NM1811  HORZ ORDER      -  THIRD
 NM1811
 NM1811.The horizontal coordinates were established by classical geodetic methods
 NM1811.and adjusted by the National Geodetic Survey in August 1997.
 NM1811
 NM1811.The orthometric height was scaled from a topographic map.
 NM1811
 NM1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1811.GEOID18 height accuracy estimate available here.
 NM1811
 NM1811.Click photographs - Photos may exist for this station.
 NM1811
 NM1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1811
 NM1811. The following values were computed from the NAD 83(1995) position.
 NM1811
 NM1811;                    North         East     Units Scale Factor Converg.
 NM1811;SPC NE       -   283,191.097   673,858.855   MT  0.99977102   +1 23 56.8
 NM1811;SPC NE       -   929,102.79  2,210,818.59   sFT  0.99977102   +1 23 56.8
 NM1811;UTM  14      - 4,690,879.195   591,504.017   MT  0.99970302   +0 44 55.9
 NM1811
 NM1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1811!SPC NE       -   0.99991936  x   0.99977102  =   0.99969040
 NM1811!UTM  14      -   0.99991936  x   0.99970302  =   0.99962241
 NM1811
 NM1811:                Primary Azimuth Mark                     Grid Az
 NM1811:SPC NE       -  AZ BRUNSWICK SW                          243 19 28.2
 NM1811:UTM  14      -  AZ BRUNSWICK SW                          243 58 29.1
 NM1811
 NM1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9150490879(NAD 83)
 NM1811
 NM1811|---------------------------------------------------------------------|
 NM1811| PID    Reference Object                     Distance      Geod. Az  |
 NM1811|                                                           dddmmss.s |
 NM1811| CO2126 AZ BRUNSWICK SW                                    2444325.0 |
 NM1811| CO2141 AZ S GABLE BARN NW                                 3244952.0 |
 NM1811|---------------------------------------------------------------------|
 NM1811
 NM1811                          SUPERSEDED SURVEY CONTROL
 NM1811
 NM1811  NAD 83(1986)-  42 21 53.29692(N)    097 53 19.50716(W) AD(       ) 3
 NM1811  NAD 27      -  42 21 53.27932(N)    097 53 18.28070(W) AD(       ) 3
 NM1811
 NM1811.Superseded values are not recommended for survey control.
 NM1811
 NM1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1811.See file dsdata.pdf to determine how the superseded data were derived.
 NM1811
 NM1811_MARKER: DD = SURVEY DISK
 NM1811_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1811_STAMPING: ET 3 JA 1961
 NM1811_MARK LOGO: USGS
 NM1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1811
 NM1811  HISTORY     - Date     Condition        Report By
 NM1811  HISTORY     - 1961     MONUMENTED       USGS
 NM1811
 NM1811                          STATION DESCRIPTION
 NM1811
 NM1811'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1811'BRUNSWICK, 2.0 MI N. AND 4.0 MI E. OF, T. 28 N., R. 5 W., NEAR THE W.
 NM1811'SIXTEENTH COR. BETWEEN SECS. 27 AND 34.  36 FT N. AND 191 FT W. OF T -
 NM1811'FENCE N. AND ON THE CREST OF A HILL.  IN A CONCRETE POST.  FLUSH WITH
 NM1811'THE GROUND, A STANDARD TABLET STAMPED---ET 3 JA 1961---.  AZIMUTH TO
 NM1811'BRUNSWICK WATER TANK ABOUT 5.0 MI DISTANT--S 64 DEG 43 MIN 35 SEC W.
 NM1811'AZIMUTH TO S. GABLE OF BARN ABOUT 0.75 MI DISTANT--N 35 DEG 10 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1809 ***********************************************************************
 NM1809  DESIGNATION -  ET 4 JA
 NM1809  PID         -  NM1809
 NM1809  STATE/COUNTY-  NE/PIERCE
 NM1809  COUNTRY     -  US
 NM1809  USGS QUAD   -  PLAINVIEW (2017)
 NM1809
 NM1809                         *CURRENT SURVEY CONTROL
 NM1809  ______________________________________________________________________
 NM1809* NAD 83(1995) POSITION- 42 21 55.53330(N) 097 45 24.06652(W)   ADJUSTED
 NM1809* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 NM1809  ______________________________________________________________________
 NM1809  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 NM1809  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 NM1809  HORZ ORDER      -  THIRD
 NM1809
 NM1809.The horizontal coordinates were established by classical geodetic methods
 NM1809.and adjusted by the National Geodetic Survey in August 1997.
 NM1809
 NM1809.The orthometric height was scaled from a topographic map.
 NM1809
 NM1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1809.GEOID18 height accuracy estimate available here.
 NM1809
 NM1809.Click photographs - Photos may exist for this station.
 NM1809
 NM1809.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1809
 NM1809. The following values were computed from the NAD 83(1995) position.
 NM1809
 NM1809;                    North         East     Units Scale Factor Converg.
 NM1809;SPC NE       -   283,534.092   684,730.160   MT  0.99977118   +1 29 11.9
 NM1809;SPC NE       -   930,228.10  2,246,485.53   sFT  0.99977118   +1 29 11.9
 NM1809;UTM  14      - 4,691,098.922   602,377.910   MT  0.99972896   +0 50 16.4
 NM1809
 NM1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1809!SPC NE       -   0.99991906  x   0.99977118  =   0.99969026
 NM1809!UTM  14      -   0.99991906  x   0.99972896  =   0.99964804
 NM1809
 NM1809:                Primary Azimuth Mark                     Grid Az
 NM1809:SPC NE       -  AZ WINDMILL N                            001 17 16.8
 NM1809:UTM  14      -  AZ WINDMILL N                            001 56 12.3
 NM1809
 NM1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0237791098(NAD 83)
 NM1809
 NM1809|---------------------------------------------------------------------|
 NM1809| PID    Reference Object                     Distance      Geod. Az  |
 NM1809|                                                           dddmmss.s |
 NM1809| CO2149 AZ WINDMILL N                                      0024628.7 |
 NM1809| CO2146 AZ W GABLE HOUSE NE                                0622530.2 |
 NM1809|---------------------------------------------------------------------|
 NM1809
 NM1809                          SUPERSEDED SURVEY CONTROL
 NM1809
 NM1809  NAD 83(1986)-  42 21 55.53887(N)    097 45 24.07004(W) AD(       ) 3
 NM1809  NAD 27      -  42 21 55.52310(N)    097 45 22.85856(W) AD(       ) 3
 NM1809
 NM1809.Superseded values are not recommended for survey control.
 NM1809
 NM1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1809.See file dsdata.pdf to determine how the superseded data were derived.
 NM1809
 NM1809_MARKER: DD = SURVEY DISK
 NM1809_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1809_STAMPING: ET 4 JA 1961
 NM1809_MARK LOGO: USGS
 NM1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1809
 NM1809  HISTORY     - Date     Condition        Report By
 NM1809  HISTORY     - 1961     MONUMENTED       USGS
 NM1809
 NM1809                          STATION DESCRIPTION
 NM1809
 NM1809'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1809'PLAINVIEW, 1.0 MI N. AND 1.5 MI E. OF.  T. 28 N., R. 4 W., NEAR THE
 NM1809'COR. SECS. 26, 27, 34 AND 35.  31 FT S. AND 36 FT E. OF CROSSROADS.
 NM1809'IN A CONCRETE POST.  A STANDARD TABLET STAMPED---ET 4 JA 1961---.
 NM1809'AZIMUTH TO WINDMILL ABOUT 0.25 MI DISTANT--N 2 DEG 46 MIN 35 SEC E.
 NM1809'AZIMUTH TO W. GABLE OF HOUSE ABOUT 1.0 MI DISTANT--N 62 DEG 25 MIN 35
 NM1809'SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1795 ***********************************************************************
 NM1795  DESIGNATION -  ET 5 JA RESET
 NM1795  PID         -  NM1795
 NM1795  STATE/COUNTY-  NE/PIERCE
 NM1795  COUNTRY     -  US
 NM1795  USGS QUAD   -  OSMOND (2017)
 NM1795
 NM1795                         *CURRENT SURVEY CONTROL
 NM1795  ______________________________________________________________________
 NM1795* NAD 83(1995) POSITION- 42 21 56.58628(N) 097 36 59.15197(W)   ADJUSTED
 NM1795* NAVD 88 ORTHO HEIGHT -   513.0   (meters)     1683.    (feet) VERTCON
 NM1795  ______________________________________________________________________
 NM1795  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 NM1795  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 NM1795  HORZ ORDER      -  THIRD
 NM1795  VERT ORDER      -  THIRD ? (See Below)
 NM1795
 NM1795.The horizontal coordinates were established by classical geodetic methods
 NM1795.and adjusted by the National Geodetic Survey in August 1997.
 NM1795
 NM1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1795
 NM1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1795.GEOID18 height accuracy estimate available here.
 NM1795
 NM1795.The vertical order pertains to the NGVD 29 superseded value.
 NM1795
 NM1795.Click photographs - Photos may exist for this station.
 NM1795
 NM1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1795
 NM1795. The following values were computed from the NAD 83(1995) position.
 NM1795
 NM1795;                    North         East     Units Scale Factor Converg.
 NM1795;SPC NE       -   283,875.600   696,275.919   MT  0.99977126   +1 34 46.5
 NM1795;SPC NE       -   931,348.53  2,284,365.24   sFT  0.99977126   +1 34 46.5
 NM1795;UTM  14      - 4,691,309.836   613,926.478   MT  0.99975969   +0 55 56.8
 NM1795
 NM1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1795!SPC NE       -   0.99992349  x   0.99977126  =   0.99969477
 NM1795!UTM  14      -   0.99992349  x   0.99975969  =   0.99968320
 NM1795
 NM1795:                Primary Azimuth Mark                     Grid Az
 NM1795:SPC NE       -  STA 34                                   106 02 37.2
 NM1795:UTM  14      -  STA 34                                   106 41 26.9
 NM1795
 NM1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1392691309(NAD 83)
 NM1795
 NM1795|---------------------------------------------------------------------|
 NM1795| PID    Reference Object                     Distance      Geod. Az  |
 NM1795|                                                           dddmmss.s |
 NM1795| CO2128 AZ CUPOLA BARN ENE                                 0744033.5 |
 NM1795| CO2137 AZ OSMOND WT ESE                                   1005113.5 |
 NM1795| NM1794 STA 34                              APPROX. 5.1 KM 1073723.7 |
 NM1795|---------------------------------------------------------------------|
 NM1795
 NM1795                          SUPERSEDED SURVEY CONTROL
 NM1795
 NM1795  NAD 83(1986)-  42 21 56.59253(N)    097 36 59.15529(W) AD(       ) 3
 NM1795  NAD 27      -  42 21 56.57981(N)    097 36 57.95919(W) AD(       ) 3
 NM1795
 NM1795.Superseded values are not recommended for survey control.
 NM1795
 NM1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1795.See file dsdata.pdf to determine how the superseded data were derived.
 NM1795
 NM1795_MARKER: DD = SURVEY DISK
 NM1795_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1795_STAMPING: ET 5 JA 1961 RESET 1971
 NM1795_MARK LOGO: USGS
 NM1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1795
 NM1795  HISTORY     - Date     Condition        Report By
 NM1795  HISTORY     - 1971     MONUMENTED       USGS
 NM1795  HISTORY     - 1961     GOOD             CGS
 NM1795
 NM1795                          STATION DESCRIPTION
 NM1795
 NM1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM1795'OSMOND, ABOUT 0.75 MI W. OF, NEAR W. SIXTEENTH CORNER BETWEEN SECS. 25
 NM1795'AND 36, T. 28 N., R. 3 W., 35 FT N., 132 FT W. AND 0.9 FT HIGHER THAN
 NM1795'E. - W. RD. AT FENCE S. /W. SIXTEENTH CORNER/ 10 FT E. OF POWER POLE
 NM1795'AND 1 FT S. OF METAL WITNESS SIGN, A STANDARD TABLET STAMPED--ET 5
 NM1795'JA 1961 RESET 1971---PROJECTING ABOUT 1 IN. ABOVE GROUND.  NOTE--THIS
 NM1795'MARK WAS RESET HORIZONTALLY BY USING CROSS STRINGS.  MARK WAS FOUND IN
 NM1795'A MOUND ABOUT 4 FT ABOVE AVERAGE GROUND AND WOULD HAVE FALLEN DUE TO
 NM1795'EROSION IN A FEW YEARS.  /NOTE--HORIZONTAL POSITION - O.K.  VERTICAL -
 NM1795'LOST RLMILLER/.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1789 ***********************************************************************
 NM1789  DESIGNATION -  ET 6 JA
 NM1789  PID         -  NM1789
 NM1789  STATE/COUNTY-  NE/PIERCE
 NM1789  COUNTRY     -  US
 NM1789  USGS QUAD   -  RANDOLPH SW (2017)
 NM1789
 NM1789                         *CURRENT SURVEY CONTROL
 NM1789  ______________________________________________________________________
 NM1789* NAD 83(1995) POSITION- 42 15 17.22763(N) 097 29 05.34225(W)   ADJUSTED
 NM1789* NAVD 88 ORTHO HEIGHT -   511.8   (meters)     1679.    (feet) VERTCON
 NM1789  ______________________________________________________________________
 NM1789  GEOID HEIGHT    -        -25.010 (meters)                     GEOID18
 NM1789  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 NM1789  HORZ ORDER      -  THIRD
 NM1789  VERT ORDER      -  THIRD ? (See Below)
 NM1789
 NM1789.The horizontal coordinates were established by classical geodetic methods
 NM1789.and adjusted by the National Geodetic Survey in August 1997.
 NM1789
 NM1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1789
 NM1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1789.GEOID18 height accuracy estimate available here.
 NM1789
 NM1789.The vertical order pertains to the NGVD 29 superseded value.
 NM1789
 NM1789.Click photographs - Photos may exist for this station.
 NM1789
 NM1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1789
 NM1789. The following values were computed from the NAD 83(1995) position.
 NM1789
 NM1789;                    North         East     Units Scale Factor Converg.
 NM1789;SPC NE       -   271,868.480   707,469.067   MT  0.99974401   +1 40 00.5
 NM1789;SPC NE       -   891,955.17  2,321,088.10   sFT  0.99974401   +1 40 00.5
 NM1789;UTM  14      - 4,679,176.777   624,983.435   MT  0.99979220   +1 01 08.3
 NM1789
 NM1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1789!SPC NE       -   0.99992366  x   0.99974401  =   0.99966769
 NM1789!UTM  14      -   0.99992366  x   0.99979220  =   0.99971588
 NM1789
 NM1789:                Primary Azimuth Mark                     Grid Az
 NM1789:SPC NE       -  AZ WINDMILL E                            089 51 25.7
 NM1789:UTM  14      -  AZ WINDMILL E                            090 30 17.9
 NM1789
 NM1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2498379176(NAD 83)
 NM1789
 NM1789|---------------------------------------------------------------------|
 NM1789| PID    Reference Object                     Distance      Geod. Az  |
 NM1789|                                                           dddmmss.s |
 NM1789| CO2147 AZ WINDMILL E                                      0913126.2 |
 NM1789| CO2153 AZ WINDMILL NW                                     3394058.7 |
 NM1789|---------------------------------------------------------------------|
 NM1789
 NM1789                          SUPERSEDED SURVEY CONTROL
 NM1789
 NM1789  NAD 83(1986)-  42 15 17.23486(N)    097 29 05.34443(W) AD(       ) 3
 NM1789  NAD 27      -  42 15 17.22331(N)    097 29 04.15627(W) AD(       ) 3
 NM1789
 NM1789.Superseded values are not recommended for survey control.
 NM1789
 NM1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1789.See file dsdata.pdf to determine how the superseded data were derived.
 NM1789
 NM1789_MARKER: DD = SURVEY DISK
 NM1789_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1789_STAMPING: ET 6 JA 1961
 NM1789_MARK LOGO: USGS
 NM1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1789
 NM1789  HISTORY     - Date     Condition        Report By
 NM1789  HISTORY     - 1961     MONUMENTED       USGS
 NM1789
 NM1789                          STATION DESCRIPTION
 NM1789
 NM1789'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1789'PIERCE, 4.0 MI N. AND 2.4 MI E. OF, T. 26 N., R. 1 W. AND 2 W., NEAR
 NM1789'S. SIXTEENTH COR. BETWEEN SECS. 1 AND 6, 683 FT N. AND 27 FT E. OF
 NM1789'CENTER OF RD. AT FENCE E., NEAR N. END OF SMALL CREST.  A STANDARD
 NM1789'TABLET SET IN A CONCRETE POST AND STAMPED---ET 6 JA 1961---.
 NM1789'AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--S 88 DEG 28 MIN 40 SEC E.
 NM1789'AZIMUTH TO WINDMILL ABOUT 2.5 MI DISTANT--N 20 DEG 13 MIN 10 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1798 ***********************************************************************
 NM1798  DESIGNATION -  ET 7 JA
 NM1798  PID         -  NM1798
 NM1798  STATE/COUNTY-  NE/PIERCE
 NM1798  COUNTRY     -  US
 NM1798  USGS QUAD   -  PIERCE SE (2017)
 NM1798
 NM1798                         *CURRENT SURVEY CONTROL
 NM1798  ______________________________________________________________________
 NM1798* NAD 83(1995) POSITION- 42 07 12.63331(N) 097 30 14.57490(W)   ADJUSTED
 NM1798* NAVD 88 ORTHO HEIGHT -   519.4   (meters)     1704.    (feet) VERTCON
 NM1798  ______________________________________________________________________
 NM1798  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 NM1798  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 NM1798  HORZ ORDER      -  THIRD
 NM1798  VERT ORDER      -  THIRD ? (See Below)
 NM1798
 NM1798.The horizontal coordinates were established by classical geodetic methods
 NM1798.and adjusted by the National Geodetic Survey in August 1997.
 NM1798
 NM1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1798
 NM1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1798.GEOID18 height accuracy estimate available here.
 NM1798
 NM1798.The vertical order pertains to the NGVD 29 superseded value.
 NM1798
 NM1798.Click photographs - Photos may exist for this station.
 NM1798
 NM1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1798
 NM1798. The following values were computed from the NAD 83(1995) position.
 NM1798
 NM1798;                    North         East     Units Scale Factor Converg.
 NM1798;SPC NE       -   256,880.767   706,314.654   MT  0.99971602   +1 39 14.6
 NM1798;SPC NE       -   842,782.98  2,317,300.66   sFT  0.99971602   +1 39 14.6
 NM1798;UTM  14      - 4,664,202.199   623,659.192   MT  0.99978816   +1 00 12.4
 NM1798
 NM1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1798!SPC NE       -   0.99992245  x   0.99971602  =   0.99963849
 NM1798!UTM  14      -   0.99992245  x   0.99978816  =   0.99971062
 NM1798
 NM1798:                Primary Azimuth Mark                     Grid Az
 NM1798:SPC NE       -  AZ WINDMILL SE                           121 27 40.0
 NM1798:UTM  14      -  AZ WINDMILL SE                           122 06 42.2
 NM1798
 NM1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2365964202(NAD 83)
 NM1798
 NM1798|---------------------------------------------------------------------|
 NM1798| PID    Reference Object                     Distance      Geod. Az  |
 NM1798|                                                           dddmmss.s |
 NM1798| CO2154 AZ WINDMILL SE                                     1230654.6 |
 NM1798| CO2152 AZ WINDMILL NNW                                    3543243.1 |
 NM1798|---------------------------------------------------------------------|
 NM1798
 NM1798                          SUPERSEDED SURVEY CONTROL
 NM1798
 NM1798  NAD 83(1986)-  42 07 12.64058(N)    097 30 14.57567(W) AD(       ) 3
 NM1798  NAD 27      -  42 07 12.62447(N)    097 30 13.37627(W) AD(       ) 3
 NM1798
 NM1798.Superseded values are not recommended for survey control.
 NM1798
 NM1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1798.See file dsdata.pdf to determine how the superseded data were derived.
 NM1798
 NM1798_MARKER: DE = TRAVERSE STATION DISK
 NM1798_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1798+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 NM1798
 NM1798  HISTORY     - Date     Condition        Report By
 NM1798  HISTORY     - 1961     MONUMENTED       USGS
 NM1798  HISTORY     - 20130807 POOR             JEOCON
 NM1798  HISTORY     - 20130815 GOOD             GEOCAC
 NM1798
 NM1798                          STATION DESCRIPTION
 NM1798
 NM1798'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1798'PIERCE, 5.6 MI S. AND 1.4 MI E. OF, T. 25 N., R. 2 W., NEAR COR. OF
 NM1798'SECS. 23, 24, 25 AND 26, 170 FT N. AND 31 FT E. OF CROSSROADS.  A
 NM1798'STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---ET 7 JA 1961---.
 NM1798'AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--S 56 DEG 53 MIN 15 SEC E.
 NM1798'AZIMUTH TO WINDMILL ABOUT 2.0 MI DISTANT--N 5 DEG 27 MIN 30 SEC W.
 NM1798
 NM1798                          STATION RECOVERY (2013)
 NM1798
 NM1798'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1798'MARK RECOVERED IN POOR CONDITION.
 NM1798
 NM1798                          STATION RECOVERY (2013)
 NM1798
 NM1798'RECOVERY NOTE BY GEOCACHING 2013 (JMJ)
 NM1798'THE MARK IS APPROX. 1 FEET WEST OF A ROW FENCE, 2.5 FEET WEST, AND 3
 NM1798'FEET NORTH OF AN ELECTRIC POLE, AND 19 FEET EAST OF THE CENTERLINE OF
 NM1798'551ST AVE.  IT IS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1782 ***********************************************************************
 NM1782  DESIGNATION -  ET 8 JA
 NM1782  PID         -  NM1782
 NM1782  STATE/COUNTY-  NE/WAYNE
 NM1782  COUNTRY     -  US
 NM1782  USGS QUAD   -  HOSKINS (2017)
 NM1782
 NM1782                         *CURRENT SURVEY CONTROL
 NM1782  ______________________________________________________________________
 NM1782* NAD 83(1995) POSITION- 42 07 10.91746(N) 097 21 38.99475(W)   ADJUSTED
 NM1782* NAVD 88 ORTHO HEIGHT -   516.    (meters)     1693.    (feet) SCALED
 NM1782  ______________________________________________________________________
 NM1782  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 NM1782  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 NM1782  HORZ ORDER      -  THIRD
 NM1782
 NM1782.The horizontal coordinates were established by classical geodetic methods
 NM1782.and adjusted by the National Geodetic Survey in August 1997.
 NM1782
 NM1782.The orthometric height was scaled from a topographic map.
 NM1782
 NM1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1782.GEOID18 height accuracy estimate available here.
 NM1782
 NM1782.Click photographs - Photos may exist for this station.
 NM1782
 NM1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1782
 NM1782. The following values were computed from the NAD 83(1995) position.
 NM1782
 NM1782;                    North         East     Units Scale Factor Converg.
 NM1782;SPC NE       -   257,179.423   718,150.945   MT  0.99971593   +1 44 56.3
 NM1782;SPC NE       -   843,762.82  2,356,133.56   sFT  0.99971593   +1 44 56.3
 NM1782;UTM  14      - 4,664,366.569   635,499.185   MT  0.99982591   +1 05 58.3
 NM1782
 NM1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1782!SPC NE       -   0.99992294  x   0.99971593  =   0.99963889
 NM1782!UTM  14      -   0.99992294  x   0.99982591  =   0.99974887
 NM1782
 NM1782:                Primary Azimuth Mark                     Grid Az
 NM1782:SPC NE       -  AZ WINDMILL WSW                          252 51 54.1
 NM1782:UTM  14      -  AZ WINDMILL WSW                          253 30 52.1
 NM1782
 NM1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3549964366(NAD 83)
 NM1782
 NM1782|---------------------------------------------------------------------|
 NM1782| PID    Reference Object                     Distance      Geod. Az  |
 NM1782|                                                           dddmmss.s |
 NM1782| CO2158 AZ WINDMILL WSW                                    2543650.4 |
 NM1782| CO2141 AZ S GABLE BARN NW                                 3041511.4 |
 NM1782|---------------------------------------------------------------------|
 NM1782
 NM1782                          SUPERSEDED SURVEY CONTROL
 NM1782
 NM1782  NAD 83(1986)-  42 07 10.92484(N)    097 21 38.99483(W) AD(       ) 3
 NM1782  NAD 27      -  42 07 10.91219(N)    097 21 37.80753(W) AD(       ) 3
 NM1782
 NM1782.Superseded values are not recommended for survey control.
 NM1782
 NM1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1782.See file dsdata.pdf to determine how the superseded data were derived.
 NM1782
 NM1782_MARKER: DD = SURVEY DISK
 NM1782_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1782_STAMPING: ET 8 JA 1961
 NM1782_MARK LOGO: USGS
 NM1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1782
 NM1782  HISTORY     - Date     Condition        Report By
 NM1782  HISTORY     - 1961     MONUMENTED       USGS
 NM1782
 NM1782                          STATION DESCRIPTION
 NM1782
 NM1782'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 NM1782'HOPKINS, 0.5 MI N. AND 2.7 MI W. OF, T. 25 N., R. 1 E., NEAR QUARTER
 NM1782'COR. BETWEEN SECS. 19 AND 30.  24 FT S. AND 350 FT W. OF CENTER OF RD.
 NM1782'AT TWO - POLE POWER LINE N. - S.  A STANDARD TABLET STAMPED---ET 8
 NM1782'JA 1961---.  AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--S 74 DEG
 NM1782'36 MIN 45 SEC W.  AZIMUTH TO S. GABLE OF BARN ABOUT 3.0 MI DISTANT--
 NM1782'N 55 DEG 44 MIN 55 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0645 ***********************************************************************
 NN0645  DESIGNATION -  ET 9 JA
 NN0645  PID         -  NN0645
 NN0645  STATE/COUNTY-  NE/HOLT
 NN0645  COUNTRY     -  US
 NN0645  USGS QUAD   -  DELOIT NW (2017)
 NN0645
 NN0645                         *CURRENT SURVEY CONTROL
 NN0645  ______________________________________________________________________
 NN0645* NAD 83(1995) POSITION- 42 14 58.74606(N) 098 29 35.67268(W)   ADJUSTED
 NN0645* NAVD 88 ORTHO HEIGHT -   616.4   (meters)     2022.    (feet) VERTCON
 NN0645  ______________________________________________________________________
 NN0645  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 NN0645  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 NN0645  HORZ ORDER      -  THIRD
 NN0645  VERT ORDER      -  THIRD ? (See Below)
 NN0645
 NN0645.The horizontal coordinates were established by classical geodetic methods
 NN0645.and adjusted by the National Geodetic Survey in August 1997.
 NN0645
 NN0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0645
 NN0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0645.GEOID18 height accuracy estimate available here.
 NN0645
 NN0645.The vertical order pertains to the NGVD 29 superseded value.
 NN0645
 NN0645.Click photographs - Photos may exist for this station.
 NN0645
 NN0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0645
 NN0645. The following values were computed from the NAD 83(1995) position.
 NN0645
 NN0645;                    North         East     Units Scale Factor Converg.
 NN0645;SPC NE       -   269,363.623   624,308.604   MT  0.99974284   +0 59 54.7
 NN0645;SPC NE       -   883,737.15  2,048,252.48   sFT  0.99974284   +0 59 54.7
 NN0645;UTM  14      - 4,677,619.671   541,804.068   MT  0.99962150   +0 20 26.6
 NN0645
 NN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0645!SPC NE       -   0.99990714  x   0.99974284  =   0.99965001
 NN0645!UTM  14      -   0.99990714  x   0.99962150  =   0.99952868
 NN0645
 NN0645:                Primary Azimuth Mark                     Grid Az
 NN0645:SPC NE       -  AZ WINDMILL NNW                          336 20 28.0
 NN0645:UTM  14      -  AZ WINDMILL NNW                          336 59 56.1
 NN0645
 NN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4180477619(NAD 83)
 NN0645
 NN0645|---------------------------------------------------------------------|
 NN0645| PID    Reference Object                     Distance      Geod. Az  |
 NN0645|                                                           dddmmss.s |
 NN0645| CO2140 AZ S GABLE BARN NNE                                0233127.2 |
 NN0645| CO2152 AZ WINDMILL NNW                                    3372022.7 |
 NN0645|---------------------------------------------------------------------|
 NN0645
 NN0645                          SUPERSEDED SURVEY CONTROL
 NN0645
 NN0645  NAD 83(1986)-  42 14 58.75082(N)    098 29 35.67810(W) AD(       ) 3
 NN0645  NAD 27      -  42 14 58.73421(N)    098 29 34.38473(W) AD(       ) 3
 NN0645
 NN0645.Superseded values are not recommended for survey control.
 NN0645
 NN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0645.See file dsdata.pdf to determine how the superseded data were derived.
 NN0645
 NN0645_MARKER: DE = TRAVERSE STATION DISK
 NN0645_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0645
 NN0645  HISTORY     - Date     Condition        Report By
 NN0645  HISTORY     - 1961     MONUMENTED       USGS
 NN0645
 NN0645                          STATION DESCRIPTION
 NN0645
 NN0645'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0645'EWING, 0.5 MI S. AND 7.8 MI W. OF, T. 26 N., R. 10 W., NEAR THE SW.
 NN0645'COR. SEC. 4, ON THE HIGHEST SANDHILL IN THE VICINITY.  A STANDARD
 NN0645'TABLET STAMPED---ET 9 JA 1961---SET IN A CONCRETE POST AZIMUTH TO
 NN0645'CENTER OF WINDMILL 0.75 MI DISTANT--N 22 DEG 40 MIN 15 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2006 ***********************************************************************
 MK2006  DESIGNATION -  ET NORMAN
 MK2006  PID         -  MK2006
 MK2006  STATE/COUNTY-  NE/SAUNDERS
 MK2006  COUNTRY     -  US
 MK2006  USGS QUAD   -  WANN (2017)
 MK2006
 MK2006                         *CURRENT SURVEY CONTROL
 MK2006  ______________________________________________________________________
 MK2006* NAD 83(1995) POSITION- 41 08 47.58184(N) 096 22 06.27569(W)   ADJUSTED
 MK2006* NAVD 88 ORTHO HEIGHT -   330.    (meters)     1083.    (feet) SCALED
 MK2006  ______________________________________________________________________
 MK2006  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 MK2006  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 MK2006  HORZ ORDER      -  SECOND
 MK2006
 MK2006.The horizontal coordinates were established by classical geodetic methods
 MK2006.and adjusted by the National Geodetic Survey in August 1997.
 MK2006
 MK2006.The orthometric height was scaled from a topographic map.
 MK2006
 MK2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2006.GEOID18 height accuracy estimate available here.
 MK2006
 MK2006.Click photographs - Photos may exist for this station.
 MK2006
 MK2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2006
 MK2006. The following values were computed from the NAD 83(1995) position.
 MK2006
 MK2006;                    North         East     Units Scale Factor Converg.
 MK2006;SPC NE       -   152,200.826   804,679.001   MT  0.99967814   +2 24 23.9
 MK2006;SPC NE       -   499,345.54  2,640,017.69   sFT  0.99967814   +2 24 23.9
 MK2006;UTM  14      - 4,558,364.069   720,840.373   MT  1.00020027   +1 43 56.1
 MK2006
 MK2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2006!SPC NE       -   0.99995241  x   0.99967814  =   0.99963056
 MK2006!UTM  14      -   0.99995241  x   1.00020027  =   1.00015267
 MK2006
 MK2006:                Primary Azimuth Mark                     Grid Az
 MK2006:SPC NE       -  REBAR 233                                200 58 51.8
 MK2006:UTM  14      -  REBAR 233                                201 39 19.6
 MK2006
 MK2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2084058364(NAD 83)
 MK2006
 MK2006|---------------------------------------------------------------------|
 MK2006| PID    Reference Object                     Distance      Geod. Az  |
 MK2006|                                                           dddmmss.s |
 MK2006| MK0709 B 299                                56.887 METERS 13410     |
 MK2006| MK2013 REBAR 233                           APPROX. 4.8 KM 2032315.7 |
 MK2006| CL7994 NORMAN RM 1                          19.805 METERS 29400     |
 MK2006|---------------------------------------------------------------------|
 MK2006
 MK2006                          SUPERSEDED SURVEY CONTROL
 MK2006
 MK2006  NAD 83(1986)-  41 08 47.59290(N)    096 22 06.27824(W) AD(       ) 2
 MK2006  NAD 27      -  41 08 47.59570(N)    096 22 05.18405(W) AD(       ) 2
 MK2006
 MK2006.Superseded values are not recommended for survey control.
 MK2006
 MK2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2006.See file dsdata.pdf to determine how the superseded data were derived.
 MK2006
 MK2006_MARKER: DD = SURVEY DISK
 MK2006_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2006+WITH SETTING: INFORMATION.
 MK2006_STAMPING: ET NORMAN 1967
 MK2006_MARK LOGO: USGS
 MK2006_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2006+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2010
 MK2006
 MK2006  HISTORY     - Date     Condition        Report By
 MK2006  HISTORY     - 1967     MONUMENTED       USGS
 MK2006  HISTORY     - 19970507 GOOD             NGS
 MK2006  HISTORY     - 20060615 GOOD             INDIV
 MK2006  HISTORY     - 20100426 GOOD             INDIV
 MK2006
 MK2006                          STATION DESCRIPTION
 MK2006
 MK2006'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2006'THE STATION IS LOCATED ABOUT 7.5 MI N. OF ASHLAND, T. 14 N.,
 MK2006'R. 9 E., NEAR THE COR. OF SECS. 25, 26, 35 AND 36, 61.5 FT S.
 MK2006'AND 82 FT W. OF CENTER OF T-RD. S., 25 FT S. OF E.-W. FENCE
 MK2006'AND USGS WITNESS POST.
 MK2006'
 MK2006'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO E. ALONG
 MK2006'SILVER ST. AND CITY RT. 6 FOR ONE AND A HALF BLOCKS (0.1 MI) TO
 MK2006'14TH ST. AND HWY. 63, TURN LEFT (N.) AND GO ALONG HWY. 63 FOR
 MK2006'3.35 MI TO FORK WHERE HWY. 63 TURNS LEFT (NW.) CONTINUE STRAIGHT
 MK2006'AHEAD (N.) ALONG GRAVEL RD. FOR 4.15 MI TO T-RD. S. AND STATION
 MK2006'ON LEFT (W.) SIDE OF N.-S. RD.
 MK2006'
 MK2006'STATION MARK AND R.M. 1 ARE FLUSH WITH THE GROUND, STANDARD
 MK2006'TABLETS CRIMPED ON 0.5 IN. COPPER COATED RODS CENTERED IN 6 IN.
 MK2006'DIAMETER TILES, 12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF
 MK2006'CAP.
 MK2006'
 MK2006'THE STATION MARK IS STAMPED ET NORMAN 1967.
 MK2006'
 MK2006'REFERENCE MARK 1 IS W. OF THE STATION, 34 FT S., 141 FT W. OF
 MK2006'T-RD. S., ON FENCE LINE, STAMPED NORMAN NO 1 1967.
 MK2006'
 MK2006'REFERENCE MARK 2 IS SE. OF THE STATION, BM 299-1950 WAS USED AS
 MK2006'A REFERENCE MARK AND VERTICAL TIE WAS MADE.
 MK2006'
 MK2006'A TRAVERSE CONNECTION WAS MADE FROM STATION ET NORMAN 1967.
 MK2006'
 MK2006'USC AND GS DESCRIPTION AS FOLLOWS--WANN, 0.6 MI W. ALONG GRAVEL
 MK2006'RD. FROM THE CHICAGO, BURLINGTON AND QUINCY RR. STATION AT.
 MK2006'AT A T-RD. JCT., 191 FT S. OF THE CENTER OF E.-W. RD..  94 FT
 MK2006'SW. OF THE SW. CORNER OF THE ALBIN ANDERSON FARMHOUSE, 52 FT E.
 MK2006'OF CENTER OF RD. LEADING S..  1.6 FT SW. OF THE NW. CORNER OF
 MK2006'BARN, 25.4 FT N. OF THE SW. CORNER OF BARN.  SET IN TOP OF
 MK2006'CONCRETE POST WHICH IS FLUSH WITH GROUND.  USC AND GS STANDARD
 MK2006'DISK STAMPED B 299 1950.
 MK2006'
 MK2006'AZIMUTH MARK - NONE SET.
 MK2006
 MK2006                          STATION RECOVERY (1997)
 MK2006
 MK2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (TR)
 MK2006'RECOVERED AS DESCRIBED.
 MK2006
 MK2006                          STATION RECOVERY (2006)
 MK2006
 MK2006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK2006'RECOVERED IN GOOD CONDITION.
 MK2006
 MK2006                          STATION RECOVERY (2010)
 MK2006
 MK2006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK2006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1135 ***********************************************************************
 ML1135  DESIGNATION -  EUREKA
 ML1135  PID         -  ML1135
 ML1135  STATE/COUNTY-  NE/VALLEY
 ML1135  COUNTRY     -  US
 ML1135  USGS QUAD   -  COMSTOCK NW (2017)
 ML1135
 ML1135                         *CURRENT SURVEY CONTROL
 ML1135  ______________________________________________________________________
 ML1135* NAD 83(1995) POSITION- 41 42 38.66029(N) 099 09 21.83390(W)   ADJUSTED
 ML1135* NAVD 88 ORTHO HEIGHT -   752.4   (meters)     2468.    (feet) VERTCON
 ML1135  ______________________________________________________________________
 ML1135  GEOID HEIGHT    -        -23.499 (meters)                     GEOID18
 ML1135  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 ML1135  HORZ ORDER      -  FIRST
 ML1135
 ML1135.The horizontal coordinates were established by classical geodetic methods
 ML1135.and adjusted by the National Geodetic Survey in August 1997.
 ML1135
 ML1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1135
 ML1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1135.GEOID18 height accuracy estimate available here.
 ML1135
 ML1135.Click photographs - Photos may exist for this station.
 ML1135
 ML1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1135
 ML1135. The following values were computed from the NAD 83(1995) position.
 ML1135
 ML1135;                    North         East     Units Scale Factor Converg.
 ML1135;SPC NE       -   208,782.645   570,211.779   MT  0.99966497   +0 33 33.4
 ML1135;SPC NE       -   684,981.06  1,870,769.81   sFT  0.99966497   +0 33 33.4
 ML1135;UTM  14      - 4,617,672.481   487,016.699   MT  0.99960207   -0 06 13.8
 ML1135
 ML1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1135!SPC NE       -   0.99988569  x   0.99966497  =   0.99955070
 ML1135!UTM  14      -   0.99988569  x   0.99960207  =   0.99948781
 ML1135
 ML1135:                Primary Azimuth Mark                     Grid Az
 ML1135:SPC NE       -  EUREKA RM 3                              051 12 31.8
 ML1135:UTM  14      -  EUREKA RM 3                              051 52 19.0
 ML1135
 ML1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8701617672(NAD 83)
 ML1135
 ML1135|---------------------------------------------------------------------|
 ML1135| PID    Reference Object                     Distance      Geod. Az  |
 ML1135|                                                           dddmmss.s |
 ML1135| ML1132 BURWELL CABLE TV MAST               APPROX. 8.4 KM 0214103.1 |
 ML1135| CN9271 EUREKA RM 3                                        0514605.2 |
 ML1135| CN9269 EUREKA RM 1                          12.306 METERS 07520     |
 ML1135| ML1138 SARGENT REGION 26 RADIO MAST        APPROX.17.9 KM 2665531.4 |
 ML1135| CN9270 EUREKA RM 2                          10.303 METERS 31909     |
 ML1135|---------------------------------------------------------------------|
 ML1135
 ML1135                          SUPERSEDED SURVEY CONTROL
 ML1135
 ML1135  NAD 83(1986)-  41 42 38.66565(N)    099 09 21.84082(W) AD(       ) 1
 ML1135  NAD 27      -  41 42 38.64005(N)    099 09 20.48845(W) AD(       ) 1
 ML1135  NGVD 29 (07/19/86)  752.1    (m)         2468.     (f) VERT ANG       
 ML1135
 ML1135.Superseded values are not recommended for survey control.
 ML1135
 ML1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1135.See file dsdata.pdf to determine how the superseded data were derived.
 ML1135
 ML1135_MARKER: DS = TRIANGULATION STATION DISK
 ML1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1135_STAMPING: EUREKA 1972
 ML1135_MARK LOGO: CGS
 ML1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1135+STABILITY: SURFACE MOTION
 ML1135
 ML1135  HISTORY     - Date     Condition        Report By
 ML1135  HISTORY     - 1972     MONUMENTED       NGS
 ML1135
 ML1135                          STATION DESCRIPTION
 ML1135
 ML1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1135'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF ORD, 12 MILES
 ML1135'NORTHEAST OF SARGENT, 5 MILES SOUTH-SOUTHWEST OF BURWELL, 4 MILES
 ML1135'WEST OF STATE HIGHWAY 11, ON THE HIGHEST POINT OF A PASTURED HILL
 ML1135'AND THE PROPERTY IS OWNED BY MR. ALBERT HULINSKY, BURWELL,
 ML1135'NEBRASKA.
 ML1135'
 ML1135'TO REACH THE STATION FROM THE POST OFFICE IN BURWELL GO WEST
 ML1135'FOR ONE BLOCK TO THE INTERSECTION OF 8TH AVENUE.  TURN LEFT AND
 ML1135'GO SOUTH ON 8TH AVENUE FOR 0.8 MILE TO THE JUNCTION OF STATE
 ML1135'HIGHWAY 91.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 2.1 MILES
 ML1135'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY ON THE
 ML1135'WINDING GRAVELED ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT AT THE
 ML1135'BOTTOM OF A HILL.  TURN LEFT AND GO SOUTHERLY ON THE FIELD ROAD
 ML1135'FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 ML1135'SOUTHERLY ON THE FIELD ROAD FOR 0.35 MILE TO A GATE.  PASS
 ML1135'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE FIELD ROAD FOR 0.1
 ML1135'MILE TO A FORK AND A GATE.  TAKE THE RIGHT FORK, PASSING THROUGH
 ML1135'THE GATE, AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.4 MILE
 ML1135'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY
 ML1135'ON THE TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH THE
 ML1135'GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO A
 ML1135'GATE.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE
 ML1135'FOR 0.05 MILE TO A FENCE CORNER, A GATE AND REFERENCE MARK 3 ON
 ML1135'THE LEFT.  PASS THROUGH THE GATE, TURN LEFT, AND GO SOUTH
 ML1135'ALONG THE WEST SIDE OF A FENCE FOR 0.1 MILE TO THE TOP OF A RIDGE.
 ML1135'TURN RIGHT AND GO WEST ACROSS PASTURED RIDGE FOR 0.15 MILE TO
 ML1135'THE HIGHEST POINT AND THE STATION.
 ML1135'
 ML1135'THE STATION MARKS ARE STANDARD DISKS STAMPED EUREKA 1972, THE
 ML1135'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1135'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 ML1135'SURFACE.  IT IS ON THE APPARENT HIGH POINT OF THE RIDGE.  THE
 ML1135'UNDER GROUND DISK WAS SET ABOUT 38 INCHES BELOW THE GROUND
 ML1135'SURFACE.
 ML1135'
 ML1135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EUREKA NO 1 1972,
 ML1135'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1135'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ML1135'ABOUT 1 FOOT LOWER THAN THE STATION.
 ML1135'
 ML1135'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EUREKA NO 2 1972, SET
 ML1135'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1135'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ML1135'ABOUT 2 FEET LOWER THAN THE STATION.
 ML1135'
 ML1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EUREKA NO 3 1972,
 ML1135'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 ML1135'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 ML1135'IS 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 2 FEET SOUTH
 ML1135'OF A GATE POST AND 1 FOOT WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0390 ***********************************************************************
 LJ0390  DESIGNATION -  EUSTIS
 LJ0390  PID         -  LJ0390
 LJ0390  STATE/COUNTY-  NE/DAWSON
 LJ0390  COUNTRY     -  US
 LJ0390  USGS QUAD   -  EUSTIS (2017)
 LJ0390
 LJ0390                         *CURRENT SURVEY CONTROL
 LJ0390  ______________________________________________________________________
 LJ0390* NAD 83(1995) POSITION- 40 42 50.72413(N) 100 02 03.27948(W)   ADJUSTED
 LJ0390* NAVD 88 ORTHO HEIGHT -   849.    (meters)     2785.    (feet) SCALED
 LJ0390  ______________________________________________________________________
 LJ0390  GEOID HEIGHT    -        -23.693 (meters)                     GEOID18
 LJ0390  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LJ0390  HORZ ORDER      -  THIRD
 LJ0390
 LJ0390.The horizontal coordinates were established by classical geodetic methods
 LJ0390.and adjusted by the National Geodetic Survey in August 1997.
 LJ0390
 LJ0390.The orthometric height was scaled from a topographic map.
 LJ0390
 LJ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0390.GEOID18 height accuracy estimate available here.
 LJ0390
 LJ0390.Click photographs - Photos may exist for this station.
 LJ0390
 LJ0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0390
 LJ0390. The following values were computed from the NAD 83(1995) position.
 LJ0390
 LJ0390;                    North         East     Units Scale Factor Converg.
 LJ0390;SPC NE       -    97,789.646   497,107.149   MT  0.99975331   -0 01 21.7
 LJ0390;SPC NE       -   320,831.53  1,630,925.70   sFT  0.99975331   -0 01 21.7
 LJ0390;UTM  14      - 4,507,533.450   412,642.977   MT  0.99969393   -0 40 28.8
 LJ0390
 LJ0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0390!SPC NE       -   0.99987050  x   0.99975331  =   0.99962385
 LJ0390!UTM  14      -   0.99987050  x   0.99969393  =   0.99956447
 LJ0390
 LJ0390:                Primary Azimuth Mark                     Grid Az
 LJ0390:SPC NE       -  EUSTIS AZ MK                             167 32 27.8
 LJ0390:UTM  14      -  EUSTIS AZ MK                             168 11 34.9
 LJ0390
 LJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1264207533(NAD 83)
 LJ0390
 LJ0390|---------------------------------------------------------------------|
 LJ0390| PID    Reference Object                     Distance      Geod. Az  |
 LJ0390|                                                           dddmmss.s |
 LJ0390| CN9272 EUSTIS AZ MK                                       1673106.1 |
 LJ0390| CN9274 EUSTIS RM 2                          11.648 METERS 26855     |
 LJ0390| CN9273 EUSTIS RM 1                          12.375 METERS 35630     |
 LJ0390|---------------------------------------------------------------------|
 LJ0390
 LJ0390                          SUPERSEDED SURVEY CONTROL
 LJ0390
 LJ0390  NAD 83(1986)-  40 42 50.73022(N)    100 02 03.28419(W) AD(       ) 3
 LJ0390  NAD 27      -  40 42 50.70556(N)    100 02 01.83131(W) AD(       ) 3
 LJ0390
 LJ0390.Superseded values are not recommended for survey control.
 LJ0390
 LJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0390.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0390
 LJ0390_MARKER: DS = TRIANGULATION STATION DISK
 LJ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0390_STAMPING: EUSTIS 1951
 LJ0390_MARK LOGO: CGS
 LJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0390+STABILITY: SURFACE MOTION
 LJ0390
 LJ0390  HISTORY     - Date     Condition        Report By
 LJ0390  HISTORY     - 1951     MONUMENTED       CGS
 LJ0390
 LJ0390                          STATION DESCRIPTION
 LJ0390
 LJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0390'THE STATION IS LOCATED ABOUT 10 MILES EAST OF FARNAM AND 3.5
 LJ0390'MILES NORTH OF EUSTIS.  IT IS 0.1 MILE WEST OF A CROSSROAD,
 LJ0390'15 FEET SOUTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 3 FEET
 LJ0390'NORTHWEST OF A WITNESS POST AND 2.5 FEET NORTH OF AN EAST-WEST
 LJ0390'FENCE LINE.  IT IS STAMPED EUSTIS 1951 AND PROJECTS 6 INCHES.
 LJ0390'
 LJ0390'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF AN
 LJ0390'EAST-WEST TRACK ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LJ0390'LINE.  IT IS STAMPED EUSTIS NO 1 1951 AND PROJECTS 6 INCHES.
 LJ0390'
 LJ0390'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF THE CENTER OF AN
 LJ0390'EAST-WEST TRACK ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 LJ0390'LINE.  IT IS STAMPED EUSTIS NO 2 1951 AND PROJECTS 6 INCHES.
 LJ0390'
 LJ0390'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0390'NO. 2 IS 54.6 FEET.
 LJ0390'
 LJ0390'THE AZIMUTH MARK IS LOCATED 12 FEET EAST OF THE CENTER OF A
 LJ0390'NORTH-SOUTH TRACK ROAD, 2 FEET NORTH OF A POWER LINE POLE,
 LJ0390'1.5 FEET NORTH OF A WITNESS POST AND 6 INCHES WEST OF A
 LJ0390'NORTH-SOUTH FENCE LINE.  IT IS STAMPED EUSTIS 1951 AND PROJECTS
 LJ0390'4 INCHES.
 LJ0390'
 LJ0390'TO REACH THE STATION FROM THE POST OFFICE IN EUSTIS, GO NORTH
 LJ0390'FOR 0.05 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO EAST
 LJ0390'FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH AND
 LJ0390'NORTHEAST ON A PAVED STREET FOR 0.5 MILE TO STATE HIGHWAY 23N,
 LJ0390'TURN RIGHT AND GO EAST ON STATE HIGHWAY 23N FOR 0.35 MILE TO
 LJ0390'A T ROAD LEFT, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 LJ0390'2.0 MILES TO A T ROAD INTERSECTION.  TURN LEFT NAD GO WEST ON
 LJ0390'A GRAVELED ROAD FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT
 LJ0390'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A T ROAD
 LJ0390'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.5 MILE TO A
 LJ0390'CROSSROAD, CONTINUE WEST ON A TRACK ROAD FOR 0.1 MILE TO THE
 LJ0390'STATION ON THE LEFT AS DESCRIBED.
 LJ0390'
 LJ0390'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A TRACK
 LJ0390'ROAD FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 LJ0390'A TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LJ0390'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0877 ***********************************************************************
 LG0877  DESIGNATION -  EVAN LUTH BETHLEHEMS CH SPIRE
 LG0877  PID         -  LG0877
 LG0877  STATE/COUNTY-  NE/THAYER
 LG0877  COUNTRY     -  US
 LG0877  USGS QUAD   -  RUSKIN (2017)
 LG0877
 LG0877                         *CURRENT SURVEY CONTROL
 LG0877  ______________________________________________________________________
 LG0877* NAD 83(1995) POSITION- 40 12 20.29920(N) 097 47 01.12695(W)   ADJUSTED
 LG0877  ______________________________________________________________________
 LG0877  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 LG0877  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LG0877  HORZ ORDER      -  THIRD
 LG0877
 LG0877.The horizontal coordinates were established by classical geodetic methods
 LG0877.and adjusted by the National Geodetic Survey in August 1997.
 LG0877
 LG0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0877.GEOID18 height accuracy estimate available here.
 LG0877
 LG0877.Click photographs - Photos may exist for this station.
 LG0877
 LG0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0877
 LG0877. The following values were computed from the NAD 83(1995) position.
 LG0877
 LG0877;                    North         East     Units Scale Factor Converg.
 LG0877;SPC NE       -    43,756.868   688,657.014   MT  0.99991337   +1 28 07.6
 LG0877;SPC NE       -   143,558.99  2,259,368.89   sFT  0.99991337   +1 28 07.6
 LG0877;UTM  14      - 4,451,290.874   603,516.767   MT  0.99973191   +0 47 07.0
 LG0877
 LG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0351651290(NAD 83)
 LG0877
 LG0877                          SUPERSEDED SURVEY CONTROL
 LG0877
 LG0877  NAD 83(1986)-  40 12 20.30413(N)    097 47 01.12630(W) AD(       ) 3
 LG0877  NAD 27      -  40 12 20.29000(N)    097 46 59.99000(W) AD(       ) 3
 LG0877
 LG0877.Superseded values are not recommended for survey control.
 LG0877
 LG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0877.See file dsdata.pdf to determine how the superseded data were derived.
 LG0877
 LG0877_MARKER: 91 = CHURCH CROSS
 LG0877
 LG0877  HISTORY     - Date     Condition        Report By
 LG0877  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0877
 LG0877                          STATION DESCRIPTION
 LG0877
 LG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0877'IT IS LOCATED ABOUT 8 MILES NORTHWEST OF DESHLER, 6 MILES
 LG0877'NORTHEAST OF RUSKIN, 120 FEET EAST OF THE CENTER OF A GRAVELED
 LG0877'ROAD AND 66 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  IT IS A
 LG0877'CONE SHAPED SPIRE WITH A CROSS AT ITS APEX.  IT IS ON THE SOUTH
 LG0877'END OF A FRAME CHURCH BUILDING.  THE OVERALL HEIGHT IS
 LG0877'APPROXIMATELY 65 FEET AND THE CROSS AT THE APEX OF THE SPIRE WAS
 LG0877'THE POINT OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1332 ***********************************************************************
 LH1332  DESIGNATION -  EVAN LUTH IMMAN KIRCHE SPIRE
 LH1332  PID         -  LH1332
 LH1332  STATE/COUNTY-  NE/BUFFALO
 LH1332  COUNTRY     -  US
 LH1332  USGS QUAD   -  MILLER NE (2017)
 LH1332
 LH1332                         *CURRENT SURVEY CONTROL
 LH1332  ______________________________________________________________________
 LH1332* NAD 83(1995) POSITION- 40 54 13.38984(N) 099 17 34.29015(W)   ADJUSTED
 LH1332  ______________________________________________________________________
 LH1332  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 LH1332  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 LH1332  HORZ ORDER      -  THIRD
 LH1332
 LH1332.The horizontal coordinates were established by classical geodetic methods
 LH1332.and adjusted by the National Geodetic Survey in August 1997.
 LH1332
 LH1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1332.GEOID18 height accuracy estimate available here.
 LH1332
 LH1332.Click photographs - Photos may exist for this station.
 LH1332
 LH1332.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1332
 LH1332. The following values were computed from the NAD 83(1995) position.
 LH1332
 LH1332;                    North         East     Units Scale Factor Converg.
 LH1332;SPC NE       -   119,085.410   559,564.245   MT  0.99971343   +0 28 07.0
 LH1332;SPC NE       -   390,699.38  1,835,837.03   sFT  0.99971343   +0 28 07.0
 LH1332;UTM  14      - 4,528,110.368   475,334.341   MT  0.99960749   -0 11 30.3
 LH1332
 LH1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7533428110(NAD 83)
 LH1332
 LH1332                          SUPERSEDED SURVEY CONTROL
 LH1332
 LH1332  NAD 83(1986)-  40 54 13.39678(N)    099 17 34.29259(W) AD(       ) 3
 LH1332  NAD 27      -  40 54 13.36200(N)    099 17 32.94900(W) AD(       ) 3
 LH1332
 LH1332.Superseded values are not recommended for survey control.
 LH1332
 LH1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1332.See file dsdata.pdf to determine how the superseded data were derived.
 LH1332
 LH1332_MARKER: 90 = CHURCH SPIRE
 LH1332
 LH1332  HISTORY     - Date     Condition        Report By
 LH1332  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1332
 LH1332                          STATION DESCRIPTION
 LH1332
 LH1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1332'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF MILLER.
 LH1332'IT IS 60 FEET EAST OF A NORTH-SOUTH ROAD AND 0.1 MILE SOUTH
 LH1332'OF AN EAST-WEST ROAD.  IT IS A WHITE FRAME BUILDING WITH A
 LH1332'SPIRE ON THE WEST END.  THE OVERALL HEIGHT IS 70 FEET.  THE
 LH1332'POINT OBSERVED UPON WAS THE CENTER OF THE SPIRE.
 LH1332'
 LH1332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40
 LH1332'AND U.S. HIGHWAY 183 IN MILLER, GO EAST-SOUTHEAST ON STATE
 LH1332'HIGHWAY 40 FOR 2.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 LH1332'EAST FOR 2.8 MILES TO A T ROAD RIGHT, TURN RIGHT, SOUTH, AND GO
 LH1332'0.9 MILE TO THE CHURCH ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0801 ***********************************************************************
 LG0801  DESIGNATION -  EVAN LUTH ST JOHNS STEEPLE
 LG0801  PID         -  LG0801
 LG0801  STATE/COUNTY-  NE/YORK
 LG0801  COUNTRY     -  US
 LG0801  USGS QUAD   -  UTICA SW (2017)
 LG0801
 LG0801                         *CURRENT SURVEY CONTROL
 LG0801  ______________________________________________________________________
 LG0801* NAD 83(1995) POSITION- 40 50 14.81775(N) 097 25 32.87181(W)   ADJUSTED
 LG0801  ______________________________________________________________________
 LG0801  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 LG0801  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LG0801  HORZ ORDER      -  THIRD
 LG0801
 LG0801.The horizontal coordinates were established by classical geodetic methods
 LG0801.and adjusted by the National Geodetic Survey in August 1997.
 LG0801
 LG0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0801.GEOID18 height accuracy estimate available here.
 LG0801
 LG0801.Click photographs - Photos may exist for this station.
 LG0801
 LG0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0801
 LG0801. The following values were computed from the NAD 83(1995) position.
 LG0801
 LG0801;                    North         East     Units Scale Factor Converg.
 LG0801;SPC NE       -   114,715.514   717,020.672   MT  0.99972614   +1 42 21.3
 LG0801;SPC NE       -   376,362.48  2,352,425.32   sFT  0.99972614   +1 42 21.3
 LG0801;UTM  14      - 4,521,905.063   632,719.998   MT  0.99981681   +1 01 46.4
 LG0801
 LG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3271921905(NAD 83)
 LG0801
 LG0801                          SUPERSEDED SURVEY CONTROL
 LG0801
 LG0801  NAD 83(1986)-  40 50 14.82603(N)    097 25 32.87217(W) AD(       ) 3
 LG0801  NAD 27      -  40 50 14.79600(N)    097 25 31.69900(W) AD(       ) 3
 LG0801
 LG0801.Superseded values are not recommended for survey control.
 LG0801
 LG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0801.See file dsdata.pdf to determine how the superseded data were derived.
 LG0801
 LG0801_MARKER: 91 = CHURCH CROSS
 LG0801
 LG0801  HISTORY     - Date     Condition        Report By
 LG0801  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0801  HISTORY     - 20030814 GOOD             USPSQD
 LG0801
 LG0801                          STATION DESCRIPTION
 LG0801
 LG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0801'THE STATION IS LOCATED SE OF THE TOWN OF WACO.  TO REACH THE
 LG0801'STATION FROM THE POST OFFICE IN WACO GO WEST ON THE MAIN STREET
 LG0801'FOR 0.05 MILE TO WHERE STREET JUNCTIONS WITH STATE HWY 76, TURN
 LG0801'LEFT (SOUTH) AND PROCEED ALONG HWY 76 FOR 3.45 MILE TO
 LG0801'INTERSECTION, TURN LEFT (EAST) PROCEED FOR 1.90 MILE TO
 LG0801'INTERSECTION, TURN RIGHT (SOUTH) AND PROCEED FOR 0.35 MILE TO
 LG0801'STATION ON LEFT (EAST) SIDE OF ROAD.
 LG0801'
 LG0801'STATION IS A WOODEN BUILDING, PAINTED WHITE, WITH A STEEPLE PAINTED
 LG0801'GREEN AND APPROXIMATELY 75 FEET HIGH.
 LG0801'
 LG0801'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 LG0801
 LG0801                          STATION RECOVERY (2003)
 LG0801
 LG0801'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0801'STATION FOUND GOOD. THE STATION IS SE OF WACO. STATE HWY 76 IS NOW
 LG0801'SPUR 93B OR ROAD 'S'. FROM THE P.O. GO WEST ON STRICKLER ST FOR 0.05
 LG0801'MILE TO MIDLAND ST. (OR ROAD 'S'). TURN LEFT. GO SOUTH ON ROAD 'S'
 LG0801'1.45 MILE TO ROAD '13'. TURN LEFT. GO EAST ON ROAD '13' 2.0 MILES TO
 LG0801'ROAD 'U'. TURN RIGHT. GO SOUTH ON ROAD 'U' FOR 2.35 MILE TO STATION ON
 LG0801'LEFT. CHURCH IS WHITE WITH A GREEN STEEPLE AND A CROSS AT THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0949 ***********************************************************************
 LG0949  DESIGNATION -  EVAN LUTH ZION CHURCH BELFRY
 LG0949  PID         -  LG0949
 LG0949  STATE/COUNTY-  NE/HAMILTON
 LG0949  COUNTRY     -  US
 LG0949  USGS QUAD   -  HENDERSON NE (2017)
 LG0949
 LG0949                         *CURRENT SURVEY CONTROL
 LG0949  ______________________________________________________________________
 LG0949* NAD 83(1995) POSITION- 40 54 55.35661(N) 097 50 49.95115(W)   ADJUSTED
 LG0949  ______________________________________________________________________
 LG0949  GEOID HEIGHT    -        -25.916 (meters)                     GEOID18
 LG0949  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 LG0949  HORZ ORDER      -  THIRD
 LG0949
 LG0949.The horizontal coordinates were established by classical geodetic methods
 LG0949.and adjusted by the National Geodetic Survey in August 1997.
 LG0949
 LG0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0949.GEOID18 height accuracy estimate available here.
 LG0949
 LG0949.Click photographs - Photos may exist for this station.
 LG0949
 LG0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0949
 LG0949. The following values were computed from the NAD 83(1995) position.
 LG0949
 LG0949;                    North         East     Units Scale Factor Converg.
 LG0949;SPC NE       -   122,393.132   681,285.870   MT  0.99971133   +1 25 35.9
 LG0949;SPC NE       -   401,551.47  2,235,185.39   sFT  0.99971133   +1 25 35.9
 LG0949;UTM  14      - 4,530,002.814   597,076.355   MT  0.99971599   +0 45 18.3
 LG0949
 LG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9707630002(NAD 83)
 LG0949
 LG0949                          SUPERSEDED SURVEY CONTROL
 LG0949
 LG0949  NAD 83(1986)-  40 54 55.36485(N)    097 50 49.95256(W) AD(       ) 3
 LG0949  NAD 27      -  40 54 55.31200(N)    097 50 48.77800(W) AD(       ) 3
 LG0949
 LG0949.Superseded values are not recommended for survey control.
 LG0949
 LG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0949.See file dsdata.pdf to determine how the superseded data were derived.
 LG0949
 LG0949_MARKER: 75 = BELFRY
 LG0949
 LG0949  HISTORY     - Date     Condition        Report By
 LG0949  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0949  HISTORY     - 20030814 GOOD             USPSQD
 LG0949
 LG0949                          STATION DESCRIPTION
 LG0949
 LG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0949'THE STATION IS LOCATED NE OF THE TOWN OF HAMPTON.  TO REACH THE
 LG0949'STATION FROM THE POST OFFICE IN HAMPTON GO SOUTH FOR 0.05 MILE
 LG0949'TO JCT. OF STREET AND US HWY 34, TURN LEFT (EAST) ON US HWY 34
 LG0949'FOR 0.20 MILE TO GRAVEL ROAD GOING NORTH, TURN LEFT (NORTH) FOR
 LG0949'2.10 MILE TO INTERSECTION, TURN RIGHT (EAST) AND GO FOR 0.90 MILE
 LG0949'TO STATION ON THE RIGHT (SOUTH) SIDE OF ROAD.
 LG0949'
 LG0949'STATION IS A WOODEN BUILDING, PAINTED WHITE WITH A BELFRY AND
 LG0949'CROSS ON TOP.  THE CROSS ON TOP OF THE BELFRY IS APPROXIMATELY 80
 LG0949'FEET HIGH.
 LG0949'
 LG0949'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE BELFRY.
 LG0949
 LG0949                          STATION RECOVERY (2003)
 LG0949
 LG0949'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1044 ***********************************************************************
 LG1044  DESIGNATION -  EVANGELICAL ZION LUTHERAN CH
 LG1044  PID         -  LG1044
 LG1044  STATE/COUNTY-  NE/GAGE
 LG1044  COUNTRY     -  US
 LG1044  USGS QUAD   -  FILLEY (2017)
 LG1044
 LG1044                         *CURRENT SURVEY CONTROL
 LG1044  ______________________________________________________________________
 LG1044* NAD 83(1995) POSITION- 40 20 56.81869(N) 096 36 52.73533(W)   ADJUSTED
 LG1044  ______________________________________________________________________
 LG1044  GEOID HEIGHT    -        -27.119 (meters)                     GEOID18
 LG1044  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 LG1044  HORZ ORDER      -  THIRD
 LG1044
 LG1044.The horizontal coordinates were established by classical geodetic methods
 LG1044.and adjusted by the National Geodetic Survey in August 1997.
 LG1044
 LG1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1044.GEOID18 height accuracy estimate available here.
 LG1044
 LG1044.Click photographs - Photos may exist for this station.
 LG1044
 LG1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1044
 LG1044. The following values were computed from the NAD 83(1995) position.
 LG1044
 LG1044;                    North         East     Units Scale Factor Converg.
 LG1044;SPC NE       -    62,897.882   787,496.957   MT  0.99986039   +2 14 36.5
 LG1044;SPC NE       -   206,357.47  2,583,646.27   sFT  0.99986039   +2 14 36.5
 LG1044;UTM  14      - 4,469,237.990   702,581.722   MT  1.00010520   +1 32 41.7
 LG1044
 LG1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0258169237(NAD 83)
 LG1044
 LG1044                          SUPERSEDED SURVEY CONTROL
 LG1044
 LG1044  NAD 83(1986)-  40 20 56.82676(N)    096 36 52.73122(W) AD(       ) 3
 LG1044  NAD 27      -  40 20 56.82300(N)    096 36 51.64700(W) AD(       ) 3
 LG1044
 LG1044.Superseded values are not recommended for survey control.
 LG1044
 LG1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1044.See file dsdata.pdf to determine how the superseded data were derived.
 LG1044
 LG1044_MARKER: 91 = CHURCH CROSS
 LG1044
 LG1044  HISTORY     - Date     Condition        Report By
 LG1044  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1044  HISTORY     - 20040603 GOOD             USPSQD
 LG1044
 LG1044                          STATION DESCRIPTION
 LG1044
 LG1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1044'THE STATION IS ABOUT 9.5 MILES NORTHEAST OF BEATRICE, 1.6 MILES
 LG1044'SOUTH OF A GRAVELED ROAD AND 50 FEET WEST OF THE CENTER OF A
 LG1044'GRAVELED ROAD.  IT IS ABOUT 120 FEET IN HEIGHT AND THE MOST
 LG1044'NORTHERN AND TALLEST OF 2 CONE SHAPED SPIRES.
 LG1044'
 LG1044'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX.
 LG1044
 LG1044                          STATION RECOVERY (2004)
 LG1044
 LG1044'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1044'STATION FOUND GOOD. TO REACH THE STATION FROM BEATRICE GO NORTH ON
 LG1044'U.S. HIGHWAY 77 FOR 2.5 MILES TO E. ELM RD. GO 7 MILES EAST ON E. ELM
 LG1044'RD. TO THE INTERSECTION OF S. 80TH RD. THE BROWN BRICK CHURCH IS 50
 LG1044'FEET WEST OF S. 80TH RD. AND SOUTH OF E. ELM RD. IN THE SOUTHWEST
 LG1044'CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2004 ***********************************************************************
 MK2004  DESIGNATION -  EVVEROAD ET
 MK2004  PID         -  MK2004
 MK2004  STATE/COUNTY-  NE/SAUNDERS
 MK2004  COUNTRY     -  US
 MK2004  USGS QUAD   -  WANN (2017)
 MK2004
 MK2004                         *CURRENT SURVEY CONTROL
 MK2004  ______________________________________________________________________
 MK2004* NAD 83(1995) POSITION- 41 14 32.47715(N) 096 22 22.66213(W)   ADJUSTED
 MK2004* NAVD 88 ORTHO HEIGHT -   379.    (meters)     1243.    (feet) SCALED
 MK2004  ______________________________________________________________________
 MK2004  GEOID HEIGHT    -        -27.143 (meters)                     GEOID18
 MK2004  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 MK2004  HORZ ORDER      -  SECOND
 MK2004
 MK2004.The horizontal coordinates were established by classical geodetic methods
 MK2004.and adjusted by the National Geodetic Survey in August 1997.
 MK2004
 MK2004.The orthometric height was scaled from a topographic map.
 MK2004
 MK2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2004.GEOID18 height accuracy estimate available here.
 MK2004
 MK2004.Click photographs - Photos may exist for this station.
 MK2004
 MK2004.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2004
 MK2004. The following values were computed from the NAD 83(1995) position.
 MK2004
 MK2004;                    North         East     Units Scale Factor Converg.
 MK2004;SPC NE       -   162,811.760   803,851.269   MT  0.99966911   +2 24 13.1
 MK2004;SPC NE       -   534,158.25  2,637,302.04   sFT  0.99966911   +2 24 13.1
 MK2004;UTM  14      - 4,568,989.566   720,136.912   MT  1.00019644   +1 43 57.2
 MK2004
 MK2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2004!SPC NE       -   0.99994479  x   0.99966911  =   0.99961392
 MK2004!UTM  14      -   0.99994479  x   1.00019644  =   1.00014122
 MK2004
 MK2004:                Primary Azimuth Mark                     Grid Az
 MK2004:SPC NE       -  STORM                                    251 22 11.4
 MK2004:UTM  14      -  STORM                                    252 02 27.3
 MK2004
 MK2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2013668989(NAD 83)
 MK2004
 MK2004|---------------------------------------------------------------------|
 MK2004| PID    Reference Object                     Distance      Geod. Az  |
 MK2004|                                                           dddmmss.s |
 MK2004| CL6492 EVVEROAD RM 1                        14.478 METERS 18129     |
 MK2004| MK2016 STORM                               APPROX. 6.3 KM 2534624.5 |
 MK2004| MK2019 YUTAN MUNICIPAL TANK                APPROX. 2.4 KM 2783042.6 |
 MK2004| CL6493 EVVEROAD RM 2                        14.737 METERS 35907     |
 MK2004|---------------------------------------------------------------------|
 MK2004
 MK2004                          SUPERSEDED SURVEY CONTROL
 MK2004
 MK2004  NAD 83(1986)-  41 14 32.48680(N)    096 22 22.66508(W) AD(       ) 2
 MK2004  NAD 27      -  41 14 32.48401(N)    096 22 21.58050(W) AD(       ) 2
 MK2004
 MK2004.Superseded values are not recommended for survey control.
 MK2004
 MK2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2004.See file dsdata.pdf to determine how the superseded data were derived.
 MK2004
 MK2004_MARKER: DD = SURVEY DISK
 MK2004_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2004+WITH SETTING: INFORMATION.
 MK2004_STAMPING: EVVEROAD 1967 ET
 MK2004_MARK LOGO: USGS
 MK2004_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2004
 MK2004  HISTORY     - Date     Condition        Report By
 MK2004  HISTORY     - 1967     MONUMENTED       USGS
 MK2004  HISTORY     - 19960401 POOR             NEDR
 MK2004
 MK2004                          STATION DESCRIPTION
 MK2004
 MK2004'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2004'THE STATION IS LOCATED ABOUT 1.5 MI E. OF YUTAN, ON PROPERTY
 MK2004'OWNED BY MR. EVVEROAD, T. 15 N., R. 9 E., NEAR THE QUARTER
 MK2004'COR. BETWEEN SECS. 25 AND 26, 25 FT W. OF CENTER OF PRIVATE
 MK2004'DRIVE, 3 FT. E. OF WITNESS POST AND FENCE, 210 FT NNW. FROM
 MK2004'THE NE. CORNER OF HOUSE, ON HIGH RIDGE OVERLOOKING THE PLATTE
 MK2004'RIVER.
 MK2004'
 MK2004'TO REACH THE STATION FROM PUBLIC SCHOOL IN YUTAN, GO N. 0.3
 MK2004'MI TO MAIN CROSS STREETS IN YUTAN, TURN RIGHT (E.) AND GO
 MK2004'0.5 MI TO A T-RD. W., TURN LEFT (N.) AND GO 0.2 MI TO CROSSROADS,
 MK2004'TURN RIGHT (E.) AND GO 0.8 MI TO A PRIVATE T-RD. S., TURN RIGHT
 MK2004'(S.) AND GO ALONG PRIVATE DRIVE FOR 0.3 MI TO HOUSE AND CHAIN
 MK2004'GATE ACROSS RDS, OBTAIN KEY FOR CHAIN GATE AND PERMISSION TO
 MK2004'CONTINUE AT ABOVE HOUSE, PASS THROUGH CHAIN GATE AND CONTINUE
 MK2004'UP HILL FOR 0.15 MI TO TOP RIDGE AND STATION ON RIGHT (W.)
 MK2004'
 MK2004'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLETS CRIMPED
 MK2004'TO 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 MK2004'TILES, 12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2004'
 MK2004'THE STATION MARK IS STAMPED ET EVVEROAD 1967.
 MK2004'
 MK2004'REFERENCE MARK 1 IS S. OF THE STATION, 41 FT W. OF CENTER OF
 MK2004'PRIVATE DRIVE, 2 FT E. OF FENCE, 173 FT NNW. OF CORNER HOUSE
 MK2004'STAMPED EVVEROAD NO 1 1967.
 MK2004'
 MK2004'REFERENCE MARK 2 IS N. OF THE STATION, 14 FT W. OF CENTER OF
 MK2004'PRIVATE DRIVE, 4 FT E. OF FENCE, 252 FT NNW. OF NE. CORNER
 MK2004'OF HOUSE, STAMPED EVVEROAD NO 2 1967.
 MK2004'
 MK2004'AZIMUTH MARK - NONE SET.
 MK2004'
 MK2004'REFERENCE AZIMUTH OBSERVED TO WATER TANK IN YUTAN.
 MK2004
 MK2004                          STATION RECOVERY (1996)
 MK2004
 MK2004'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MK2004'THE MARK WAS RECOVERED IN POOR CONDITION, THE CAP BEING BENT TO THE
 MK2004'NORTH, IN THE NE1/4, SEC26, T16N, R10E.  TO REACH THE MARK FROM THE
 MK2004'PUBLIC SCHOOL, IN YUTAN, GO NORTH FOR 03.0 MI (4.8 KM) TO VINE STREET.
 MK2004'TURN RIGHT AND GO EAST FOR 0.5 MI (0.8 KM) TO A T-ROAD. TURN LEFT AND
 MK2004'GO NORTH FOR 0.2 MI (0.3 KM) TO AN INTERSECTION.  TURN RIGHT AND GO
 MK2004'EAST FOR 0.8 MI (1.3 KM) TO A HOUSE DRIVE LEADING SOUTH.  FOLLOW THE
 MK2004'DRIVE ALONG A FENCELINE FOR 0.45 MI (0.72 KM) TO THE MARK ON THE POINT
 MK2004'OF A HILL.  THE MARK IS A DISK, CRIMPED TO THE TOP OF A COPPER CLAD
 MK2004'ROD AND IS FLUSH WITH THE GROUND, 64.01 M (210.01 FT) NORTHWEST OF THE
 MK2004'NORTHEAST CORNER OF AN A-FRAME TYPE HOUSE, 30.89 M (101.34 FT)
 MK2004'SOUTH-SOUTHEAST FROM A UTILITY POLE, 14.737 M (48.350 FT) SOUTH FROM
 MK2004'RM 2, 14.478 M (47.500 FT) NORTH FROM RM 1, 10.195 M (33.448 FT)
 MK2004'NORTHEAST OF A NAIL IN A BLAZED MULBERRY TREE, 7.3 M (24.0 FT) WEST OF
 MK2004'THE NEAR CENTERLINE OF THE HOUSE DRIVE AND 0.95 M (3.12 FT) EAST OF A
 MK2004'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0653 ***********************************************************************
 MN0653  DESIGNATION -  EWING
 MN0653  PID         -  MN0653
 MN0653  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0653  COUNTRY     -  US
 MN0653  USGS QUAD   -  STEGALL (2017)
 MN0653
 MN0653                         *CURRENT SURVEY CONTROL
 MN0653  ______________________________________________________________________
 MN0653* NAD 83(1995) POSITION- 41 45 10.24433(N) 103 52 37.34741(W)   ADJUSTED
 MN0653* NAVD 88 ORTHO HEIGHT -  1489.6   (meters)     4887.    (feet) VERTCON
 MN0653  ______________________________________________________________________
 MN0653  GEOID HEIGHT    -        -18.541 (meters)                     GEOID18
 MN0653  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 MN0653  HORZ ORDER      -  THIRD
 MN0653
 MN0653.The horizontal coordinates were established by classical geodetic methods
 MN0653.and adjusted by the National Geodetic Survey in August 1997.
 MN0653
 MN0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0653
 MN0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0653.GEOID18 height accuracy estimate available here.
 MN0653
 MN0653.Click photographs - Photos may exist for this station.
 MN0653
 MN0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0653
 MN0653. The following values were computed from the NAD 83(1995) position.
 MN0653
 MN0653;                    North         East     Units Scale Factor Converg.
 MN0653;SPC NE       -   220,341.413   177,759.350   MT  0.99966786   -2 34 09.5
 MN0653;SPC NE       -   722,903.45    583,198.80   sFT  0.99966786   -2 34 09.5
 MN0653;UTM  13      - 4,622,944.844   593,360.494   MT  0.99970726   +0 44 52.3
 MN0653
 MN0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0653!SPC NE       -   0.99976933  x   0.99966786  =   0.99943726
 MN0653!UTM  13      -   0.99976933  x   0.99970726  =   0.99947666
 MN0653
 MN0653:                Primary Azimuth Mark                     Grid Az
 MN0653:SPC NE       -  ROUBEDEAU                                012 14 22.7
 MN0653:UTM  13      -  ROUBEDEAU                                008 55 20.9
 MN0653
 MN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9336022944(NAD 83)
 MN0653
 MN0653|---------------------------------------------------------------------|
 MN0653| PID    Reference Object                     Distance      Geod. Az  |
 MN0653|                                                           dddmmss.s |
 MN0653| MN0649 ROUBEDEAU                           APPROX. 9.9 KM 0094013.2 |
 MN0653|---------------------------------------------------------------------|
 MN0653
 MN0653                          SUPERSEDED SURVEY CONTROL
 MN0653
 MN0653  NAD 83(1986)-  41 45 10.23385(N)    103 52 37.35283(W) AD(       ) 3
 MN0653  NGVD 29 (09/11/89) 1488.8    (m)         4885.     (f) VERT ANG       
 MN0653
 MN0653.Superseded values are not recommended for survey control.
 MN0653
 MN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0653.See file dsdata.pdf to determine how the superseded data were derived.
 MN0653
 MN0653_MARKER: DS = TRIANGULATION STATION DISK
 MN0653_SETTING: 0 = UNSPECIFIED SETTING
 MN0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0653
 MN0653  HISTORY     - Date     Condition        Report By
 MN0653  HISTORY     - 1960     MONUMENTED       USGS
 MN0653
 MN0653                          STATION DESCRIPTION
 MN0653
 MN0653'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MN0653'STATION IS LOCATED ABOUT 12 MI. (AIRLINE) SW. OF GERING, NEBRASKA,
 MN0653'NEAR THE NW. CORNER OF THE NE. QUARTER OF SEC. 36, T 21 N, R 57 W,
 MN0653'119 FT. N. OF A TRACK RD.
 MN0653'
 MN0653'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 86 IN
 MN0653'GERING, NEBRASKA, DRIVE 2.5 MI. SW. ON STATE HIGHWAY 29 TO JUNCTION
 MN0653'OF OILED RD., TURN RIGHT (W.), CONTINUE 5.0 MI. TO CROSSROADS, TURN
 MN0653'LEFT (S.), CONTINUE FOR 0.5 MI., TURN RIGHT (W.), CONTINUE 1.5 MI.,
 MN0653'TURN LEFT (S.), CONTINUE ALONG GRAVEL RD. UP CARTER CANYON TO
 MN0653'INTERSECTION OF THE ROUBEDEAU PASS ROAD AT THE TELFORD EWING RANCH,
 MN0653'TURN LEFT (S.), CONTINUE S. ALONG COUNTY RD. FOR 2.1 MI. TO JUNCTION
 MN0653'OF DIM TRACK RD. W., TURN RIGHT (W.), CONTINUE ALONG TRACK RD. FOR
 MN0653'1.8 MI. TO KNOLL ON RIGHT (N.) SIDE OF RD. AND STATION SITE.
 MN0653'
 MN0653'RECOVERED BY USGS IN 1963.
 MN0653'
 MN0653'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 MN0653'ABOUT 3 IN. ABOVE GROUND AND STAMPED---EWING 1960---.
 MN0653'
 MN0653'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0791 ***********************************************************************
 LG0791  DESIGNATION -  EXETER
 LG0791  PID         -  LG0791
 LG0791  STATE/COUNTY-  NE/FILLMORE
 LG0791  COUNTRY     -  US
 LG0791  USGS QUAD   -  EXETER (2017)
 LG0791
 LG0791                         *CURRENT SURVEY CONTROL
 LG0791  ______________________________________________________________________
 LG0791* NAD 83(1995) POSITION- 40 40 28.21391(N) 097 26 40.97810(W)   ADJUSTED
 LG0791* NAVD 88 ORTHO HEIGHT -   494.    (meters)     1621.    (feet) SCALED
 LG0791  ______________________________________________________________________
 LG0791  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 LG0791  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 LG0791  HORZ ORDER      -  SECOND
 LG0791
 LG0791.The horizontal coordinates were established by classical geodetic methods
 LG0791.and adjusted by the National Geodetic Survey in August 1997.
 LG0791
 LG0791.The orthometric height was scaled from a topographic map.
 LG0791
 LG0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0791.GEOID18 height accuracy estimate available here.
 LG0791
 LG0791.Click photographs - Photos may exist for this station.
 LG0791
 LG0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0791
 LG0791. The following values were computed from the NAD 83(1995) position.
 LG0791
 LG0791;                    North         East     Units Scale Factor Converg.
 LG0791;SPC NE       -    96,585.768   715,960.785   MT  0.99976299   +1 41 36.2
 LG0791;SPC NE       -   316,881.81  2,348,948.01   sFT  0.99976299   +1 41 36.2
 LG0791;UTM  14      - 4,503,787.844   631,445.573   MT  0.99981267   +1 00 49.7
 LG0791
 LG0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0791!SPC NE       -   0.99992668  x   0.99976299  =   0.99968969
 LG0791!UTM  14      -   0.99992668  x   0.99981267  =   0.99973937
 LG0791
 LG0791:                Primary Azimuth Mark                     Grid Az
 LG0791:SPC NE       -  EXETER AZ MK                             179 27 52.8
 LG0791:UTM  14      -  EXETER AZ MK                             180 08 39.3
 LG0791
 LG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3144503787(NAD 83)
 LG0791
 LG0791|---------------------------------------------------------------------|
 LG0791| PID    Reference Object                     Distance      Geod. Az  |
 LG0791|                                                           dddmmss.s |
 LG0791| CN9275 EXETER AZ MK                                       1810929.0 |
 LG0791| LG0790 EXETER TANK                         APPROX. 3.5 KM 1890917.8 |
 LG0791| CN9278 EXETER RM 3                          31.879 METERS 21925     |
 LG0791| CN9276 EXETER RM 1                          24.628 METERS 23202     |
 LG0791| CN9279 EXETER RM 4                          24.652 METERS 30714     |
 LG0791| CN9277 EXETER RM 2                          28.170 METERS 31817     |
 LG0791|---------------------------------------------------------------------|
 LG0791
 LG0791                          SUPERSEDED SURVEY CONTROL
 LG0791
 LG0791  NAD 83(1986)-  40 40 28.22150(N)    097 26 40.97874(W) AD(       ) 2
 LG0791  NAD 27      -  40 40 28.19800(N)    097 26 39.80000(W) AD(       ) 2
 LG0791
 LG0791.Superseded values are not recommended for survey control.
 LG0791
 LG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0791.See file dsdata.pdf to determine how the superseded data were derived.
 LG0791
 LG0791_MARKER: DS = TRIANGULATION STATION DISK
 LG0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0791_STAMPING: EXETER 1950
 LG0791_MARK LOGO: CGS
 LG0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0791+STABILITY: SURFACE MOTION
 LG0791
 LG0791  HISTORY     - Date     Condition        Report By
 LG0791  HISTORY     - 1950     MONUMENTED       CGS
 LG0791  HISTORY     - 1953     GOOD             CGS
 LG0791  HISTORY     - 1953     GOOD             CGS
 LG0791
 LG0791                          STATION DESCRIPTION
 LG0791
 LG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0791'STATION IS LOCATED ABOUT 2 MILES NORTH OF EXTER ON AN EAST-WEST
 LG0791'RIDGE IN THE RIGHT OF WAY FENCELINE OF GRAVEL ROAD.  STATION IS
 LG0791'29 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 3 FEET
 LG0791'SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LG0791'DISK IS STAMPED EXETER 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE APPROXIMATE
 LG0791'CENTERLINE OF ROAD AND 15 FEET EAST OF FENCE.  THE MARK PROJECTS
 LG0791'ABOUT 4 INCHES AND THE DISK IS STAMPED EXETER NO 1 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE APPROXIMATE
 LG0791'CENTERLINE OF ROAD AND 15 FEET EAST OF FENCE.  THE MARK PROJECTS
 LG0791'ABOUT 4 INCHES AND THE DISK IS STAMPED EXETER NO 2 1950.
 LG0791'
 LG0791'AZIMUTH MARK IS 36 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LG0791'ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY,
 LG0791'7 FEET NORTH OF FENCE CORNER AND POWER POLE AND 4 FEET NORTHEAST
 LG0791'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LG0791'IS STAMPED EXETER 1950.
 LG0791'
 LG0791'TO REACH FROM THE RAILROAD DEPOT IN EXETER GO NORTH ON GRAVEL
 LG0791'ROAD FOR 0.7 MILE TO T INTERSECTION.  TURN RIGHT AND GO WEST FOR
 LG0791'0.3 MILE TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.8 MILE TO
 LG0791'HOUSE AND AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LG0791'CONTINUE NORTH FOR 0.55 MILE TO STATION ON RIGHT OR EAST SIDE
 LG0791'OF ROAD AS DESCRIBED.
 LG0791'
 LG0791'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0791
 LG0791                          STATION RECOVERY (1953)
 LG0791
 LG0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EJS)
 LG0791'REPORT FROM FORM 685 SUBMITTED BY MR. E.J. SCHELKPF, COUNTY
 LG0791'SURVEYOR, GENEVA, NEBRASKA-
 LG0791'
 LG0791'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO ROAD GRADING.
 LG0791'
 LG0791'REFERENCE MARK DISK STAMPED EXETER NO. 2 1950 RECEIVED AT
 LG0791'OFFICE 7/20/53.
 LG0791
 LG0791                          STATION RECOVERY (1953)
 LG0791
 LG0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0791'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0791'GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS WHICH HAD BEEN
 LG0791'DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE
 LG0791'SET.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0791'
 LG0791'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL TOWN OF
 LG0791'EXETER, ABOUT 75 YARDS EAST OF A FARMHOUSE OCCUPIED BY
 LG0791'MR. LEONARD COFFEY, 102 FEET NORTH OF A GUYED POWER POLE, 55
 LG0791'FEET NORTH OF THE CENTER OF FIELD ENTRANCE, 31 FEET EAST OF THE
 LG0791'CENTER OF A GRADED ROAD, AND 3 FEET SOUTH OF A WHITE WITNESS
 LG0791'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LG0791'DISK IS STAMPED EXETER 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 3 IS 35 FEET WEST OF THE CENTER OF GRADED
 LG0791'ROAD, 29 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM BUILDINGS,
 LG0791'2 FEET WEST OF FENCE CORNER, AND 1 FOOT NORTH OF FENCE.  THE
 LG0791'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EXETER NO 3 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 4 IS 101 FEET NORTH OF THE CENTER OF DRIVEWAY,
 LG0791'35 FEET WEST OF THE CENTER OF GRADED ROAD, AND 31 FEET NORTH OF
 LG0791'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0791'STAMPED EXETER NO 4 1950.
 LG0791'
 LG0791'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF GRADED ROAD,
 LG0791'13 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM, 7 FEET NORTH
 LG0791'OF FENCE CORNER AND POWER POLE, AND 4 FEET NORTHEAST OF WITNESS
 LG0791'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0791'EXETER 1950.
 LG0791'
 LG0791'TO REACH THE STATION FROM THE BURLINGTON RAILROAD DEPOT IN
 LG0791'EXETER, GO NORTH ON A GRAVEL ROAD FOR 0.7 MILE TO A T-ROAD
 LG0791'INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.3 MILE TO CROSSROADS.
 LG0791'TURN LEFT AND GO NORTH FOR 0.8 MILE TO FARMHOUSE ON THE LEFT
 LG0791'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH FOR 0.55 MILE
 LG0791'TO FARM BUILDINGS ON THE LEFT AND THE STATION ON THE RIGHT OR
 LG0791'EAST SIDE OF THE ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0790 ***********************************************************************
 LG0790  DESIGNATION -  EXETER TANK
 LG0790  PID         -  LG0790
 LG0790  STATE/COUNTY-  NE/FILLMORE
 LG0790  COUNTRY     -  US
 LG0790  USGS QUAD   -  EXETER (2017)
 LG0790
 LG0790                         *CURRENT SURVEY CONTROL
 LG0790  ______________________________________________________________________
 LG0790* NAD 83(1995) POSITION- 40 38 36.33411(N) 097 27 04.64847(W)   ADJUSTED
 LG0790  ______________________________________________________________________
 LG0790  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 LG0790  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 LG0790  HORZ ORDER      -  THIRD
 LG0790
 LG0790.The horizontal coordinates were established by classical geodetic methods
 LG0790.and adjusted by the National Geodetic Survey in August 1997.
 LG0790
 LG0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0790.GEOID18 height accuracy estimate available here.
 LG0790
 LG0790.Click photographs - Photos may exist for this station.
 LG0790
 LG0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0790
 LG0790. The following values were computed from the NAD 83(1995) position.
 LG0790
 LG0790;                    North         East     Units Scale Factor Converg.
 LG0790;SPC NE       -    93,120.571   715,506.946   MT  0.99977093   +1 41 20.5
 LG0790;SPC NE       -   305,513.07  2,347,459.04   sFT  0.99977093   +1 41 20.5
 LG0790;UTM  14      - 4,500,328.120   630,950.628   MT  0.99981107   +1 00 32.0
 LG0790
 LG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3095000328(NAD 83)
 LG0790
 LG0790                          SUPERSEDED SURVEY CONTROL
 LG0790
 LG0790  NAD 83(1986)-  40 38 36.34156(N)    097 27 04.64886(W) AD(       ) 3
 LG0790  NAD 27      -  40 38 36.31700(N)    097 27 03.46900(W) AD(       ) 3
 LG0790
 LG0790.Superseded values are not recommended for survey control.
 LG0790
 LG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0790.See file dsdata.pdf to determine how the superseded data were derived.
 LG0790
 LG0790_MARKER: 53 = ELEVATED TANK
 LG0790
 LG0790  HISTORY     - Date     Condition        Report By
 LG0790  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0790  HISTORY     - 1950     GOOD             CGS
 LG0790  HISTORY     - 20030815 GOOD             USPSQD
 LG0790
 LG0790                          STATION DESCRIPTION
 LG0790
 LG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0790'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED IN
 LG0790'THE CENTER OF THE TOWN OF EXETER.
 LG0790'
 LG0790'OBSERVED UPON FROM STATIONS BEAVER, FRIEND, AND KOTAS.
 LG0790
 LG0790                          STATION RECOVERY (1950)
 LG0790
 LG0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0790'THE STATION IS LOCATED IN THE TOWN OF EXETER.  TO REACH STATION
 LG0790'FROM THE POST OFFICE, PROCEED WEST 0.05 MILE, TURN LEFT (SOUTH)
 LG0790'FOR 0.10 MILE, TURN RIGHT (WEST) AFTER CROSSING THE RAILROAD TRACK
 LG0790'FOR 0.05 MILE TO STATION ON RIGHT (NORTH) SIDE OF ROAD.
 LG0790'
 LG0790'STATION IS A FOUR LEGGED STEEL STRUCTURE, APPROXIMATELY 125 FEET
 LG0790'HIGH, PAINTED SILVER AND STENCILED EXETER.  POINT INTERSECTED IS
 LG0790'THE APEX OF THE CONICAL SHAPED TANK.  THIS STATION WAS ESTABLISHED
 LG0790'BY C.I.A. IN 1935.
 LG0790
 LG0790                          STATION RECOVERY (2003)
 LG0790
 LG0790'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0790'TO REACH STATION FROM THE POST OFFICE, PROCEED WEST 0.05 MILE ON
 LG0790'SENECA ST, TURN LEFT (SOUTH) ONTO S. EXETER AVE FOR 0.10 MILE, TURN
 LG0790'RIGHT (WEST) AT TECUMSEH ST., GO 0.05 MILE TO STATION ON RIGHT (NORTH)
 LG0790'SIDE OF TECUMSEH ST. TANK IS IN THE NORTHEAST CORNER OF THE
 LG0790'INTERSECTION OF TECUMSEH ST. AND S. UNION AVENUE.  THE STEEL STRUCTURE
 LG0790'LEGS ARE PAINTED BROWN, TANK IS SILVER WITH BLACK LETTERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0252 ***********************************************************************
 LH0252  DESIGNATION -  F
 LH0252  PID         -  LH0252
 LH0252  STATE/COUNTY-  NE/WEBSTER
 LH0252  COUNTRY     -  US
 LH0252  USGS QUAD   -  COWLES (2017)
 LH0252
 LH0252                         *CURRENT SURVEY CONTROL
 LH0252  ______________________________________________________________________
 LH0252* NAD 83(1986) POSITION- 40 10 20.     (N) 098 26 47.     (W)   SCALED
 LH0252* NAVD 88 ORTHO HEIGHT -   546.534 (meters)     1793.09  (feet) ADJUSTED
 LH0252  ______________________________________________________________________
 LH0252  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 LH0252  DYNAMIC HEIGHT  -        546.200 (meters)     1791.99  (feet) COMP
 LH0252  MODELED GRAVITY -    979,997.5   (mgal)                       NAVD 88
 LH0252
 LH0252  VERT ORDER      -  FIRST     CLASS II
 LH0252
 LH0252.The horizontal coordinates were scaled from a map and have
 LH0252.an estimated accuracy of +/- 6 seconds.
 LH0252
 LH0252.The orthometric height was determined by differential leveling and
 LH0252.adjusted by the NATIONAL GEODETIC SURVEY
 LH0252.in June 1991.
 LH0252
 LH0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0252.GEOID18 height accuracy estimate available here.
 LH0252
 LH0252.Click photographs - Photos may exist for this station.
 LH0252
 LH0252.The dynamic height is computed by dividing the NAVD 88
 LH0252.geopotential number by the normal gravity value computed on the
 LH0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0252.degrees latitude (g = 980.6199 gals.).
 LH0252
 LH0252.The modeled gravity was interpolated from observed gravity values.
 LH0252
 LH0252;                    North         East    Units  Estimated Accuracy
 LH0252;SPC NE       -    38,820.      632,320.      MT  (+/- 180 meters Scaled)
 LH0252
 LH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471470(NAD 83)
 LH0252
 LH0252                          SUPERSEDED SURVEY CONTROL
 LH0252
 LH0252  NGVD 29 (??/??/92)  546.312  (m)         1792.36   (f) ADJ UNCH    1 2
 LH0252
 LH0252.Superseded values are not recommended for survey control.
 LH0252
 LH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0252.See file dsdata.pdf to determine how the superseded data were derived.
 LH0252
 LH0252_MARKER: Q = CHISELED SQUARE
 LH0252_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0252
 LH0252  HISTORY     - Date     Condition        Report By
 LH0252  HISTORY     - 1899     MONUMENTED       CGS
 LH0252  HISTORY     - 1947     GOOD             CGS
 LH0252  HISTORY     - 1974     GOOD             USGS
 LH0252
 LH0252                          STATION DESCRIPTION
 LH0252
 LH0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0252'AT COWLES.
 LH0252'ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE STATION,
 LH0252'93 FEET NORTH OF THE NORTH END, 42 FEET EAST OF THE EAST SIDE,
 LH0252'AND 20 FEET EAST OF THE CENTERLINE OF THE TRACK.  THE BOTTOM
 LH0252'OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM CUT IN THE
 LH0252'TOP OF A LIMESTONE POST.
 LH0252
 LH0252                          STATION RECOVERY (1974)
 LH0252
 LH0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0252'NEW DESCRIPTION FOLLOWS.--- COWLES, AT. IN THE NW 1/4 OF S 4, T 12 N,
 LH0252'R 10 W. ABOUT 240 FT N OF A GRADE CROSSING, 55.3 FT S OF THE
 LH0252'SOUTHMOST OF 3 GRAIN STORAGE BINS BETWEEN THE RR TRACKS 74.6 FT SSW
 LH0252'OF THE SW CONC. FOUNDATION CORNER OF A GRAIN ELEVATOR 23.0 FT E OF
 LH0252'THE E RAIL OF THE MAIN TRACK 23.0 FT W OF THE W RAIL OF A RR SIDING,
 LH0252'SURROUNDED BY 4 CONC. FENCE POSTS, AND PROJECTING ABOVE THE GROUND
 LH0252'0.8 FT, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 LH0252'CUT IN THE TOP OF A LIMESTONE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1237 ***********************************************************************
 MK1237  DESIGNATION -  F 1
 MK1237  PID         -  MK1237
 MK1237  STATE/COUNTY-  NE/PLATTE
 MK1237  COUNTRY     -  US
 MK1237  USGS QUAD   -  DUNCAN (2017)
 MK1237
 MK1237                         *CURRENT SURVEY CONTROL
 MK1237  ______________________________________________________________________
 MK1237* NAD 83(1986) POSITION- 41 27 19.     (N) 097 24 43.     (W)   SCALED
 MK1237* NAVD 88 ORTHO HEIGHT -   446.085 (meters)     1463.53  (feet) ADJUSTED
 MK1237  ______________________________________________________________________
 MK1237  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 MK1237  DYNAMIC HEIGHT  -        445.889 (meters)     1462.89  (feet) COMP
 MK1237  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 MK1237
 MK1237  VERT ORDER      -  FIRST     CLASS II
 MK1237
 MK1237.The horizontal coordinates were scaled from a map and have
 MK1237.an estimated accuracy of +/- 6 seconds.
 MK1237
 MK1237.The orthometric height was determined by differential leveling and
 MK1237.adjusted by the NATIONAL GEODETIC SURVEY
 MK1237.in June 1991.
 MK1237
 MK1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1237.GEOID18 height accuracy estimate available here.
 MK1237
 MK1237.Click photographs - Photos may exist for this station.
 MK1237
 MK1237.The dynamic height is computed by dividing the NAVD 88
 MK1237.geopotential number by the normal gravity value computed on the
 MK1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1237.degrees latitude (g = 980.6199 gals.).
 MK1237
 MK1237.The modeled gravity was interpolated from observed gravity values.
 MK1237
 MK1237;                    North         East    Units  Estimated Accuracy
 MK1237;SPC NE       -   183,310.      716,140.      MT  (+/- 180 meters Scaled)
 MK1237
 MK1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL326905(NAD 83)
 MK1237
 MK1237                          SUPERSEDED SURVEY CONTROL
 MK1237
 MK1237  NGVD 29 (??/??/92)  445.906  (m)         1462.94   (f) ADJ UNCH    1 2
 MK1237
 MK1237.Superseded values are not recommended for survey control.
 MK1237
 MK1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1237.See file dsdata.pdf to determine how the superseded data were derived.
 MK1237
 MK1237_MARKER: Q = CHISELED SQUARE
 MK1237_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1237_SP_SET: MARBLE POST
 MK1237_STAMPING: U S B M
 MK1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1237
 MK1237  HISTORY     - Date     Condition        Report By
 MK1237  HISTORY     - 1899     MONUMENTED       CGS
 MK1237  HISTORY     - 1935     GOOD             CGS
 MK1237
 MK1237                          STATION DESCRIPTION
 MK1237
 MK1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1237'4 MI NW FROM COLUMBUS.
 MK1237'4.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1237'STATION AT COLUMBUS, PLATTE COUNTY, 0.7 MILE SOUTHEAST OF THE
 MK1237'ELEVATOR AT SHELDONVILLE, 750 FEET NORTHWEST OF THE
 MK1237'SHELDONVILLE-ONE-MILE SIGN, 43 FEET SOUTHWEST OF THE TRACK, AND
 MK1237'4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  THE BOTTOM OF A
 MK1237'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A
 MK1237'MARBLE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0153 ***********************************************************************
 MN0153  DESIGNATION -  F 10
 MN0153  PID         -  MN0153
 MN0153  STATE/COUNTY-  NE/MORRILL
 MN0153  COUNTRY     -  US
 MN0153  USGS QUAD   -  ANGORA SE (2017)
 MN0153
 MN0153                         *CURRENT SURVEY CONTROL
 MN0153  ______________________________________________________________________
 MN0153* NAD 83(1986) POSITION- 41 46 33.     (N) 103 06 50.     (W)   SCALED
 MN0153* NAVD 88 ORTHO HEIGHT -  1213.296 (meters)     3980.62  (feet) POSTED
 MN0153  ______________________________________________________________________
 MN0153  GEOID HEIGHT    -        -19.340 (meters)                     GEOID18
 MN0153  DYNAMIC HEIGHT  -       1212.52  (meters)     3978.1   (feet) COMP
 MN0153  MODELED GRAVITY -    979,942.2   (mgal)                       NAVD 88
 MN0153
 MN0153  VERT ORDER      -  * POSTED, SEE BELOW
 MN0153
 MN0153.The horizontal coordinates were scaled from a map and have
 MN0153.an estimated accuracy of +/- 6 seconds.
 MN0153
 MN0153.The orthometric height was determined by differential leveling
 MN0153.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0153
 MN0153.* This is a POSTED BENCH MARK height.
 MN0153
 MN0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0153.GEOID18 height accuracy estimate available here.
 MN0153
 MN0153.Click photographs - Photos may exist for this station.
 MN0153
 MN0153.The dynamic height is computed by dividing the NAVD 88
 MN0153.geopotential number by the normal gravity value computed on the
 MN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0153.degrees latitude (g = 980.6199 gals.).
 MN0153
 MN0153.The modeled gravity was interpolated from observed gravity values.
 MN0153
 MN0153;                    North         East    Units  Estimated Accuracy
 MN0153;SPC NE       -   220,330.      241,250.      MT  (+/- 180 meters Scaled)
 MN0153
 MN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567266(NAD 83)
 MN0153
 MN0153                          SUPERSEDED SURVEY CONTROL
 MN0153
 MN0153  NGVD 29 (??/??/92) 1212.689  (m)         3978.63   (f) ADJ UNCH    1 2
 MN0153
 MN0153.Superseded values are not recommended for survey control.
 MN0153
 MN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0153.See file dsdata.pdf to determine how the superseded data were derived.
 MN0153
 MN0153_MARKER: DB = BENCH MARK DISK
 MN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0153_STAMPING: F 10 1933 3978.565
 MN0153_MARK LOGO: CGS
 MN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0153+STABILITY: SURFACE MOTION
 MN0153
 MN0153  HISTORY     - Date     Condition        Report By
 MN0153  HISTORY     - 1933     MONUMENTED       CGS
 MN0153  HISTORY     - 1956     GOOD             CGS
 MN0153
 MN0153                          STATION DESCRIPTION
 MN0153
 MN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0153'6.1 MI S FROM ANGORA.
 MN0153'6.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0153'FROM THE STATION AT ANGORA, 3 1/2 POLES NORTH OF MILEPOST 28,
 MN0153'AT A PRIVATE ROAD CROSSING, 51 FEET WEST OF THE WEST RAIL OF THE
 MN0153'MAIN TRACK, 47 FEET NORTH OF A TELEPHONE POLE, 15 FEET SOUTH
 MN0153'OF THE CENTER LINE OF A PRIVATE ROAD, 1.5 FEET NORTH OF A
 MN0153'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MN0153'0.5 FOOT ABOVE THE GROUND, IN SECTION 21, TOWNSHIP 21 NORTH,
 MN0153'RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0345 ***********************************************************************
 NP0345  DESIGNATION -  F 11
 NP0345  PID         -  NP0345
 NP0345  STATE/COUNTY-  NE/BOX BUTTE
 NP0345  COUNTRY     -  US
 NP0345  USGS QUAD   -  HEMINGFORD (2017)
 NP0345
 NP0345                         *CURRENT SURVEY CONTROL
 NP0345  ______________________________________________________________________
 NP0345* NAD 83(1986) POSITION- 42 20 10.     (N) 103 06 05.     (W)   SCALED
 NP0345* NAVD 88 ORTHO HEIGHT -  1311.933 (meters)     4304.23  (feet) ADJUSTED
 NP0345  ______________________________________________________________________
 NP0345  GEOID HEIGHT    -        -18.240 (meters)                     GEOID18
 NP0345  DYNAMIC HEIGHT  -       1311.162 (meters)     4301.70  (feet) COMP
 NP0345  MODELED GRAVITY -    979,988.5   (mgal)                       NAVD 88
 NP0345
 NP0345  VERT ORDER      -  FIRST     CLASS II
 NP0345
 NP0345.The horizontal coordinates were scaled from a map and have
 NP0345.an estimated accuracy of +/- 6 seconds.
 NP0345
 NP0345.The orthometric height was determined by differential leveling and
 NP0345.adjusted by the NATIONAL GEODETIC SURVEY
 NP0345.in June 1991.
 NP0345
 NP0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0345.GEOID18 height accuracy estimate available here.
 NP0345
 NP0345.Click photographs - Photos may exist for this station.
 NP0345
 NP0345.The dynamic height is computed by dividing the NAVD 88
 NP0345.geopotential number by the normal gravity value computed on the
 NP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0345.degrees latitude (g = 980.6199 gals.).
 NP0345
 NP0345.The modeled gravity was interpolated from observed gravity values.
 NP0345
 NP0345;                    North         East    Units  Estimated Accuracy
 NP0345;SPC NE       -   282,470.      244,520.      MT  (+/- 180 meters Scaled)
 NP0345
 NP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG564888(NAD 83)
 NP0345
 NP0345                          SUPERSEDED SURVEY CONTROL
 NP0345
 NP0345  NGVD 29 (??/??/92) 1311.298  (m)         4302.15   (f) ADJ UNCH    1 2
 NP0345
 NP0345.Superseded values are not recommended for survey control.
 NP0345
 NP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0345.See file dsdata.pdf to determine how the superseded data were derived.
 NP0345
 NP0345_MARKER: DB = BENCH MARK DISK
 NP0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0345_STAMPING: F 11 1933 4301.763
 NP0345_MARK LOGO: CGS
 NP0345_PROJECTION: FLUSH
 NP0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0345+STABILITY: SURFACE MOTION
 NP0345
 NP0345  HISTORY     - Date     Condition        Report By
 NP0345  HISTORY     - 1933     MONUMENTED       CGS
 NP0345  HISTORY     - 1956     GOOD             CGS
 NP0345  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0345
 NP0345                          STATION DESCRIPTION
 NP0345
 NP0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0345'1.6 MI NW FROM HEMINGFORD.
 NP0345'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0345'RAILROAD FROM THE STATION AT HEMINGFORD, 13 POLES NORTHWEST
 NP0345'OF MILEPOST 386, AT A ROAD CROSSING, 46 FEET SOUTHWEST OF THE
 NP0345'SOUTHWEST RAIL, 44 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 NP0345'5 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A
 NP0345'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NP0345'WITH THE GROUND, IN SECTION 12, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0345
 NP0345                          STATION RECOVERY (1985)
 NP0345
 NP0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0345'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0702 ***********************************************************************
 ML0702  DESIGNATION -  F 116
 ML0702  PID         -  ML0702
 ML0702  STATE/COUNTY-  NE/CUSTER
 ML0702  COUNTRY     -  US
 ML0702  USGS QUAD   -  ANSLEY (2017)
 ML0702
 ML0702                         *CURRENT SURVEY CONTROL
 ML0702  ______________________________________________________________________
 ML0702* NAD 83(1986) POSITION- 41 19 20.     (N) 099 26 56.     (W)   SCALED
 ML0702* NAVD 88 ORTHO HEIGHT -   716.906 (meters)     2352.05  (feet) ADJUSTED
 ML0702  ______________________________________________________________________
 ML0702  GEOID HEIGHT    -        -23.132 (meters)                     GEOID18
 ML0702  DYNAMIC HEIGHT  -        716.530 (meters)     2350.82  (feet) COMP
 ML0702  MODELED GRAVITY -    980,074.3   (mgal)                       NAVD 88
 ML0702
 ML0702  VERT ORDER      -  SECOND    CLASS 0
 ML0702
 ML0702.The horizontal coordinates were scaled from a map and have
 ML0702.an estimated accuracy of +/- 6 seconds.
 ML0702
 ML0702.The orthometric height was determined by differential leveling and
 ML0702.adjusted by the NATIONAL GEODETIC SURVEY
 ML0702.in June 1991.
 ML0702
 ML0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0702.GEOID18 height accuracy estimate available here.
 ML0702
 ML0702.Click photographs - Photos may exist for this station.
 ML0702
 ML0702.The dynamic height is computed by dividing the NAVD 88
 ML0702.geopotential number by the normal gravity value computed on the
 ML0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0702.degrees latitude (g = 980.6199 gals.).
 ML0702
 ML0702.The modeled gravity was interpolated from observed gravity values.
 ML0702
 ML0702;                    North         East    Units  Estimated Accuracy
 ML0702;SPC NE       -   165,450.      546,130.      MT  (+/- 180 meters Scaled)
 ML0702
 ML0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML624746(NAD 83)
 ML0702
 ML0702                          SUPERSEDED SURVEY CONTROL
 ML0702
 ML0702  NGVD 29 (??/??/92)  716.665  (m)         2351.26   (f) ADJ UNCH    2 0
 ML0702
 ML0702.Superseded values are not recommended for survey control.
 ML0702
 ML0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0702.See file dsdata.pdf to determine how the superseded data were derived.
 ML0702
 ML0702_MARKER: DB = BENCH MARK DISK
 ML0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0702_STAMPING: F 116 1934
 ML0702_MARK LOGO: CGS
 ML0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0702+STABILITY: SURFACE MOTION
 ML0702
 ML0702  HISTORY     - Date     Condition        Report By
 ML0702  HISTORY     - 1934     MONUMENTED       CGS
 ML0702  HISTORY     - 1949     MARK NOT FOUND   CGS
 ML0702
 ML0702                          STATION DESCRIPTION
 ML0702
 ML0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0702'3.4 MI SE FROM BERWYN.
 ML0702'3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 ML0702'RAILROAD FROM THE STATION AT BERWYN, CUSTER, COUNTY 12 POLES
 ML0702'WEST OF MILEPOST 164, 127 FEET SOUTH OF THE CENTER OF A ROAD
 ML0702'CROSSING, 34 FEET EAST OF A SIDE ROAD, 50 FEET NORTH OF THE
 ML0702'CENTERLINE OF U.S. HIGHWAY 83, AND 45 FEET SOUTH OF THE SOUTH
 ML0702'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 116 1934
 ML0702'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD GRADE
 ML0702'WAS REBUILT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1029 ***********************************************************************
 ML1029  DESIGNATION -  F 117 RESET
 ML1029  PID         -  ML1029
 ML1029  STATE/COUNTY-  NE/HOWARD
 ML1029  COUNTRY     -  US
 ML1029  USGS QUAD   -  NYSTED (2017)
 ML1029
 ML1029                         *CURRENT SURVEY CONTROL
 ML1029  ______________________________________________________________________
 ML1029* NAD 83(1986) POSITION- 41 13 12.     (N) 098 35 17.     (W)   SCALED
 ML1029* NAVD 88 ORTHO HEIGHT -   606.65  (+/-2cm)     1990.3   (feet) VERTCON
 ML1029  ______________________________________________________________________
 ML1029  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 ML1029  VERT ORDER      -  THIRD (See Below)
 ML1029
 ML1029.The horizontal coordinates were scaled from a map and have
 ML1029.an estimated accuracy of +/- 6 seconds.
 ML1029
 ML1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1029
 ML1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1029.GEOID18 height accuracy estimate available here.
 ML1029
 ML1029.The vertical order pertains to the NGVD 29 superseded value.
 ML1029
 ML1029.Click photographs - Photos may exist for this station.
 ML1029
 ML1029;                    North         East    Units  Estimated Accuracy
 ML1029;SPC NE       -   154,920.      618,350.      MT  (+/- 180 meters Scaled)
 ML1029
 ML1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL345632(NAD 83)
 ML1029
 ML1029                          SUPERSEDED SURVEY CONTROL
 ML1029
 ML1029  NGVD 29 (01/31/13)  606.40   (m)         1989.5    (f) RESET       3  
 ML1029
 ML1029.Superseded values are not recommended for survey control.
 ML1029
 ML1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1029.See file dsdata.pdf to determine how the superseded data were derived.
 ML1029
 ML1029_MARKER: DB = BENCH MARK DISK
 ML1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1029_STAMPING: F 117 RESET 1979
 ML1029_PROJECTION: PROJECTING 13 CENTIMETERS
 ML1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1029+STABILITY: SURFACE MOTION
 ML1029
 ML1029  HISTORY     - Date     Condition        Report By
 ML1029  HISTORY     - 1979     MONUMENTED       NGS
 ML1029
 ML1029                          STATION DESCRIPTION
 ML1029
 ML1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ML1029'2.2 MI EAST FROM FARWELL.
 ML1029'0.15 MILE NORTH ALONG STATE ROAD 47A FROM THE RAILROAD CROSSING IN
 ML1029'FARWELL, THENCE RIGHT AND EAST ALONG STATE HIGHWAY 92 FOR 2.15 MILES
 ML1029'TO THE MARK ON THE RIGHT, 125 FEET SOUTH OF THE CENTERLINE OF THE
 ML1029'HIGHWAY, 32 FEET SOUTH OF THE SOUTH RAIL, 43.5 FEET SOUTHWEST OF THE
 ML1029'CENTER OF THE CROSSING OF THE TRACKS AND A DRIVEWAY LEADING SOUTH,
 ML1029'26 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.
 ML1029'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 ML1029'THE MARK IS 1 FT BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0173 ***********************************************************************
 ML0173  DESIGNATION -  F 118
 ML0173  PID         -  ML0173
 ML0173  STATE/COUNTY-  NE/GREELEY
 ML0173  COUNTRY     -  US
 ML0173  USGS QUAD   -  WOLBACH (2017)
 ML0173
 ML0173                         *CURRENT SURVEY CONTROL
 ML0173  ______________________________________________________________________
 ML0173* NAD 83(1986) POSITION- 41 29 16.     (N) 098 25 31.     (W)   SCALED
 ML0173* NAVD 88 ORTHO HEIGHT -   584.061 (meters)     1916.21  (feet) ADJUSTED
 ML0173  ______________________________________________________________________
 ML0173  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0173  DYNAMIC HEIGHT  -        583.785 (meters)     1915.30  (feet) COMP
 ML0173  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 ML0173
 ML0173  VERT ORDER      -  SECOND    CLASS 0
 ML0173
 ML0173.The horizontal coordinates were scaled from a map and have
 ML0173.an estimated accuracy of +/- 6 seconds.
 ML0173
 ML0173.The orthometric height was determined by differential leveling and
 ML0173.adjusted by the NATIONAL GEODETIC SURVEY
 ML0173.in June 1991.
 ML0173
 ML0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0173.GEOID18 height accuracy estimate available here.
 ML0173
 ML0173.Click photographs - Photos may exist for this station.
 ML0173
 ML0173.The dynamic height is computed by dividing the NAVD 88
 ML0173.geopotential number by the normal gravity value computed on the
 ML0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0173.degrees latitude (g = 980.6199 gals.).
 ML0173
 ML0173.The modeled gravity was interpolated from observed gravity values.
 ML0173
 ML0173;                    North         East    Units  Estimated Accuracy
 ML0173;SPC NE       -   184,880.      631,460.      MT  (+/- 180 meters Scaled)
 ML0173
 ML0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479930(NAD 83)
 ML0173
 ML0173                          SUPERSEDED SURVEY CONTROL
 ML0173
 ML0173  NGVD 29 (??/??/92)  583.827  (m)         1915.44   (f) ADJ UNCH    2 0
 ML0173
 ML0173.Superseded values are not recommended for survey control.
 ML0173
 ML0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0173.See file dsdata.pdf to determine how the superseded data were derived.
 ML0173
 ML0173_MARKER: DB = BENCH MARK DISK
 ML0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0173_STAMPING: F 118 1935
 ML0173_MARK LOGO: CGS
 ML0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0173+STABILITY: SURFACE MOTION
 ML0173
 ML0173  HISTORY     - Date     Condition        Report By
 ML0173  HISTORY     - 1935     MONUMENTED       CGS
 ML0173
 ML0173                          STATION DESCRIPTION
 ML0173
 ML0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0173'15.8 MI S FROM SPALDING.
 ML0173'ALONG U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, 0.15
 ML0173'MILES SOUTH OF WOODEN HIGHWAY BRIDGE, ABOUT 400 FEET SOUTHWEST
 ML0173'OF GROUP OF TREES NEAR AN OLD RIVER BED, 37.9 FEET EAST OF THE
 ML0173'CENTER LINE OF THE HIGHWAY, 19.2 FEET SOUTH OF THE CENTER LINE
 ML0173'OF T ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0072 ***********************************************************************
 MM0072  DESIGNATION -  F 119
 MM0072  PID         -  MM0072
 MM0072  STATE/COUNTY-  NE/CUSTER
 MM0072  COUNTRY     -  US
 MM0072  USGS QUAD   -  ARNOLD SW (2017)
 MM0072
 MM0072                         *CURRENT SURVEY CONTROL
 MM0072  ______________________________________________________________________
 MM0072* NAD 83(1986) POSITION- 41 15 46.     (N) 100 11 49.     (W)   SCALED
 MM0072* NAVD 88 ORTHO HEIGHT -   935.744 (meters)     3070.02  (feet) ADJUSTED
 MM0072  ______________________________________________________________________
 MM0072  GEOID HEIGHT    -        -22.227 (meters)                     GEOID18
 MM0072  DYNAMIC HEIGHT  -        935.211 (meters)     3068.27  (feet) COMP
 MM0072  MODELED GRAVITY -    980,021.4   (mgal)                       NAVD 88
 MM0072
 MM0072  VERT ORDER      -  SECOND    CLASS 0
 MM0072
 MM0072.The horizontal coordinates were scaled from a map and have
 MM0072.an estimated accuracy of +/- 6 seconds.
 MM0072
 MM0072.The orthometric height was determined by differential leveling and
 MM0072.adjusted by the NATIONAL GEODETIC SURVEY
 MM0072.in June 1991.
 MM0072
 MM0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0072.GEOID18 height accuracy estimate available here.
 MM0072
 MM0072.Click photographs - Photos may exist for this station.
 MM0072
 MM0072.The dynamic height is computed by dividing the NAVD 88
 MM0072.geopotential number by the normal gravity value computed on the
 MM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0072.degrees latitude (g = 980.6199 gals.).
 MM0072
 MM0072.The modeled gravity was interpolated from observed gravity values.
 MM0072
 MM0072;                    North         East    Units  Estimated Accuracy
 MM0072;SPC NE       -   158,720.      483,500.      MT  (+/- 180 meters Scaled)
 MM0072
 MM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL997686(NAD 83)
 MM0072
 MM0072                          SUPERSEDED SURVEY CONTROL
 MM0072
 MM0072  NGVD 29 (??/??/92)  935.461  (m)         3069.09   (f) ADJ UNCH    2 0
 MM0072
 MM0072.Superseded values are not recommended for survey control.
 MM0072
 MM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0072.See file dsdata.pdf to determine how the superseded data were derived.
 MM0072
 MM0072_MARKER: DB = BENCH MARK DISK
 MM0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0072_STAMPING: F 119 1934
 MM0072_MARK LOGO: CGS
 MM0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0072+STABILITY: SURFACE MOTION
 MM0072
 MM0072  HISTORY     - Date     Condition        Report By
 MM0072  HISTORY     - 1934     MONUMENTED       CGS
 MM0072  HISTORY     - 1971     GOOD             NGS
 MM0072
 MM0072                          STATION DESCRIPTION
 MM0072
 MM0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0072'11.1 MI S FROM ARNOLD.
 MM0072'11.1 MILES SOUTH OF ARNOLD POST OFFICE.  AT THE JUNCTION OF STATE
 MM0072'HIGHWAY NO. 40 AND STATE HIGHWAY NO. 47, BETWEEN ARNOLD AND
 MM0072'GOTHENBURG, ON THE SOUTHWEST SIDE OF JUNCTION, 44 FEET SOUTH OF THE
 MM0072'CENTER LINE OF COUNTRY ROAD RUNNING WESTWARD FROM HIGHWAY 40,
 MM0072'35 FEET WEST OF THE CENTER LINE OF HIGHWAY 47.
 MM0072
 MM0072                          STATION RECOVERY (1971)
 MM0072
 MM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0073 ***********************************************************************
 MM0073  DESIGNATION -  F 119 RESET
 MM0073  PID         -  MM0073
 MM0073  STATE/COUNTY-  NE/CUSTER
 MM0073  COUNTRY     -  US
 MM0073  USGS QUAD   -  ARNOLD SW (2017)
 MM0073
 MM0073                         *CURRENT SURVEY CONTROL
 MM0073  ______________________________________________________________________
 MM0073* NAD 83(1986) POSITION- 41 15 45.72   (N) 100 11 49.42   (W)   HD_HELD1
 MM0073* NAVD 88 ORTHO HEIGHT -   936.03  (meters)     3071.0   (feet) RESET
 MM0073  ______________________________________________________________________
 MM0073  GEOID HEIGHT    -        -22.227 (meters)                     GEOID18
 MM0073  VERT ORDER      -  THIRD
 MM0073
 MM0073.The horizontal coordinates were determined by differentially corrected
 MM0073.hand held GPS observations or other comparable positioning techniques
 MM0073.and have an estimated accuracy of +/- 3 meters.
 MM0073
 MM0073.The orthometric height was computed from unverified reset data.
 MM0073
 MM0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0073.GEOID18 height accuracy estimate available here.
 MM0073
 MM0073.Click photographs - Photos may exist for this station.
 MM0073
 MM0073;                    North         East    Units  Estimated Accuracy
 MM0073;SPC NE       -   158,714.9     483,491.7     MT  (+/- 3 meters HH1 GPS) 
 MM0073
 MM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9972568610(NAD 83)
 MM0073
 MM0073                          SUPERSEDED SURVEY CONTROL
 MM0073
 MM0073.No superseded survey control is available for this station.
 MM0073
 MM0073_MARKER: DB = BENCH MARK DISK
 MM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0073_STAMPING: F 119 RESET 1971
 MM0073_MARK LOGO: CGS
 MM0073_PROJECTION: FLUSH
 MM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0073+STABILITY: SURFACE MOTION
 MM0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0073+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2020
 MM0073
 MM0073  HISTORY     - Date     Condition        Report By
 MM0073  HISTORY     - 1971     MONUMENTED       NEDR
 MM0073  HISTORY     - 1972     GOOD             NGS
 MM0073  HISTORY     - 20200122 GOOD             NEGS
 MM0073
 MM0073                          STATION DESCRIPTION
 MM0073
 MM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0073'11.1 MI S FROM ARNOLD.
 MM0073'11.1 MILES SOUTH FROM THE POST OFFICE AT ARNOLD, AT THE JUNCTION
 MM0073'OF STATE HIGHWAYS 40 AND 47 BETWEEN ARNOLD AND GOTHENBURG,
 MM0073'SOUTHWEST SIDE OF THE JUNCTION, 115 FEET SOUTH OF THE CENTER OF
 MM0073'HIGHWAY 40 EAST, 66.5 FEET WEST OF THE CENTER OF HIGHWAY 47, 1
 MM0073'FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 MM0073'IT IS A STANDARD DISK STAMPED F 119 RESET 1971, SET IN THE TOP OF
 MM0073'A 6 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MM0073'GROUND SURFACE.
 MM0073
 MM0073                          STATION RECOVERY (2020)
 MM0073
 MM0073'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 MM0073'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 40 AND NE. HIGHWAY 92 IN
 MM0073'ARNOLD NE., GO SOUTH ON N-40 APPROXIMATELY 11 MI (17.7 KM) TO AN
 MM0073'INTERSECTION WHERE HIGHWAY 40 TURNS EAST AND THE MARK ON THE RIGHT IN
 MM0073'THE SOUTHWEST ANGLE.
 MM0073'
 MM0073'IT IS AT N-47 MILE POST 86+65, 115 FT (35.1 M) SOUTH OF THE CENTERLINE
 MM0073'OF A COUNTY ROAD HEADING WEST, 66.5 WEST OF THE CENTERLINE OF NE.
 MM0073'HIGHWAY 47, 1.0 NORTH OF METAL POST, 9.5 EAST OF BARBED WIRE FENCE AND
 MM0073'1.0 EAST OF ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0549 ***********************************************************************
 ML0549  DESIGNATION -  F 121 RESET
 ML0549  PID         -  ML0549
 ML0549  STATE/COUNTY-  NE/WHEELER
 ML0549  COUNTRY     -  US
 ML0549  USGS QUAD   -  BARTLETT (2017)
 ML0549
 ML0549                         *CURRENT SURVEY CONTROL
 ML0549  ______________________________________________________________________
 ML0549* NAD 83(1986) POSITION- 41 53 33.     (N) 098 32 52.     (W)   SCALED
 ML0549* NAVD 88 ORTHO HEIGHT -   656.06  (meters)     2152.4   (feet) RESET
 ML0549  ______________________________________________________________________
 ML0549  GEOID HEIGHT    -        -24.135 (meters)                     GEOID18
 ML0549  VERT ORDER      -  THIRD
 ML0549
 ML0549.The horizontal coordinates were scaled from a map and have
 ML0549.an estimated accuracy of +/- 6 seconds.
 ML0549
 ML0549.The orthometric height was computed from unverified reset data.
 ML0549
 ML0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0549.GEOID18 height accuracy estimate available here.
 ML0549
 ML0549.Click photographs - Photos may exist for this station.
 ML0549
 ML0549;                    North         East    Units  Estimated Accuracy
 ML0549;SPC NE       -   229,630.      620,480.      MT  (+/- 180 meters Scaled)
 ML0549
 ML0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375379(NAD 83)
 ML0549
 ML0549                          SUPERSEDED SURVEY CONTROL
 ML0549
 ML0549  NGVD 29 (??/??/??)  655.83   (m)         2151.7    (f) RESET       3  
 ML0549
 ML0549.Superseded values are not recommended for survey control.
 ML0549
 ML0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0549.See file dsdata.pdf to determine how the superseded data were derived.
 ML0549
 ML0549_MARKER: DB = BENCH MARK DISK
 ML0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0549_STAMPING: F 121 1935
 ML0549_MARK LOGO: CGS
 ML0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0549+STABILITY: SURFACE MOTION
 ML0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0549+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 ML0549
 ML0549  HISTORY     - Date     Condition        Report By
 ML0549  HISTORY     - 1959     MONUMENTED       NEDR
 ML0549  HISTORY     - 1959     GOOD             CGS
 ML0549  HISTORY     - 20100819 GOOD             JEOCON
 ML0549
 ML0549                          STATION DESCRIPTION
 ML0549
 ML0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ML0549'AT BARTLETT.
 ML0549'THE MARK IS LOCATE EAST ALONG CENTERLINE OF THE STREET LEADING
 ML0549'EAST FROM THE COURTHOUSE AT BARTLETT, AT THE SOUTHEAST EDGE OF
 ML0549'TOWN TO HIGHWAY 281, 0.6 MILE NORTH ALONG HIGHWAY 281, 120.0 FEET
 ML0549'WEST OF CENTERLINE OF HIGHWAY 281, 2.0 FEET EAST OF FENCE LINE
 ML0549'RUNNING NORTH AND SOUTH AT JUNCTION WITH FENCE LINE RUNNING WEST,
 ML0549'60.0 FEET NORTH OF EAST END OF A ROW OF CEDAR TREES, AND SET IN
 ML0549'THE TOP OF A CONCRETE POST.
 ML0549
 ML0549                          STATION RECOVERY (2010)
 ML0549
 ML0549'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0235 ***********************************************************************
 NN0235  DESIGNATION -  F 123
 NN0235  PID         -  NN0235
 NN0235  STATE/COUNTY-  NE/HOLT
 NN0235  COUNTRY     -  US
 NN0235  USGS QUAD   -  O'NEILL (2017)
 NN0235
 NN0235                         *CURRENT SURVEY CONTROL
 NN0235  ______________________________________________________________________
 NN0235* NAD 83(1986) POSITION- 42 25 56.     (N) 098 39 04.     (W)   SCALED
 NN0235* NAVD 88 ORTHO HEIGHT -   601.813 (meters)     1974.45  (feet) ADJUSTED
 NN0235  ______________________________________________________________________
 NN0235  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 NN0235  DYNAMIC HEIGHT  -        601.588 (meters)     1973.71  (feet) COMP
 NN0235  MODELED GRAVITY -    980,226.5   (mgal)                       NAVD 88
 NN0235
 NN0235  VERT ORDER      -  SECOND    CLASS 0
 NN0235
 NN0235.The horizontal coordinates were scaled from a map and have
 NN0235.an estimated accuracy of +/- 6 seconds.
 NN0235
 NN0235.The orthometric height was determined by differential leveling and
 NN0235.adjusted by the NATIONAL GEODETIC SURVEY
 NN0235.in June 1991.
 NN0235
 NN0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0235.GEOID18 height accuracy estimate available here.
 NN0235
 NN0235.Click photographs - Photos may exist for this station.
 NN0235
 NN0235.The dynamic height is computed by dividing the NAVD 88
 NN0235.geopotential number by the normal gravity value computed on the
 NN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0235.degrees latitude (g = 980.6199 gals.).
 NN0235
 NN0235.The modeled gravity was interpolated from observed gravity values.
 NN0235
 NN0235;                    North         East    Units  Estimated Accuracy
 NN0235;SPC NE       -   289,420.      610,970.      MT  (+/- 180 meters Scaled)
 NN0235
 NN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM286978(NAD 83)
 NN0235
 NN0235                          SUPERSEDED SURVEY CONTROL
 NN0235
 NN0235  NGVD 29 (??/??/92)  601.617  (m)         1973.81   (f) ADJ UNCH    2 0
 NN0235
 NN0235.Superseded values are not recommended for survey control.
 NN0235
 NN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0235.See file dsdata.pdf to determine how the superseded data were derived.
 NN0235
 NN0235_MARKER: DB = BENCH MARK DISK
 NN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0235_STAMPING: F 123 1935
 NN0235_MARK LOGO: CGS
 NN0235_PROJECTION: FLUSH
 NN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0235+STABILITY: SURFACE MOTION
 NN0235
 NN0235  HISTORY     - Date     Condition        Report By
 NN0235  HISTORY     - 1935     MONUMENTED       CGS
 NN0235  HISTORY     - 1964     GOOD             CGS
 NN0235
 NN0235                          STATION DESCRIPTION
 NN0235
 NN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0235'1.8 MI S FROM O NEILL.
 NN0235'1.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 NN0235'HIGHWAYS 281, 275, AND 20 IN O NEILL, HOLT COUNTY, AT THE SOUTH
 NN0235'END OF A LONG CURVE, AT A FIELD ENTRANCE ON THE EAST SIDE OF
 NN0235'HIGHWAY, 35 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 19
 NN0235'FEET SOUTH OF THE NORTH GATE POST, 5 FEET NORTH OF THE SOUTH GATE
 NN0235'POST, AND 6 FEET NORTH OF A NEW STEEL WITNESS POST WITH A SIGN.
 NN0235'THE MARK IS FLUSH WITH SURFACE OF THE GRUOUND AND THE DISK IS
 NN0235'STAMPED F 123 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0345 ***********************************************************************
 ML0345  DESIGNATION -  F 125
 ML0345  PID         -  ML0345
 ML0345  STATE/COUNTY-  NE/HOWARD
 ML0345  COUNTRY     -  US
 ML0345  USGS QUAD   -  ELBA (2017)
 ML0345
 ML0345                         *CURRENT SURVEY CONTROL
 ML0345  ______________________________________________________________________
 ML0345* NAD 83(1986) POSITION- 41 20 12.     (N) 098 36 43.     (W)   SCALED
 ML0345* NAVD 88 ORTHO HEIGHT -   572.025 (meters)     1876.72  (feet) ADJUSTED
 ML0345  ______________________________________________________________________
 ML0345  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 ML0345  DYNAMIC HEIGHT  -        571.744 (meters)     1875.80  (feet) COMP
 ML0345  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 ML0345
 ML0345  VERT ORDER      -  SECOND    CLASS 0
 ML0345
 ML0345.The horizontal coordinates were scaled from a map and have
 ML0345.an estimated accuracy of +/- 6 seconds.
 ML0345
 ML0345.The orthometric height was determined by differential leveling and
 ML0345.adjusted by the NATIONAL GEODETIC SURVEY
 ML0345.in June 1991.
 ML0345
 ML0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0345.GEOID18 height accuracy estimate available here.
 ML0345
 ML0345.Click photographs - Photos may exist for this station.
 ML0345
 ML0345.The dynamic height is computed by dividing the NAVD 88
 ML0345.geopotential number by the normal gravity value computed on the
 ML0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0345.degrees latitude (g = 980.6199 gals.).
 ML0345
 ML0345.The modeled gravity was interpolated from observed gravity values.
 ML0345
 ML0345;                    North         East    Units  Estimated Accuracy
 ML0345;SPC NE       -   167,840.      616,140.      MT  (+/- 180 meters Scaled)
 ML0345
 ML0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324762(NAD 83)
 ML0345
 ML0345                          SUPERSEDED SURVEY CONTROL
 ML0345
 ML0345  NGVD 29 (??/??/92)  571.781  (m)         1875.92   (f) ADJ UNCH    2 0
 ML0345
 ML0345.Superseded values are not recommended for survey control.
 ML0345
 ML0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0345.See file dsdata.pdf to determine how the superseded data were derived.
 ML0345
 ML0345_MARKER: DB = BENCH MARK DISK
 ML0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0345_STAMPING: F-125 1935
 ML0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0345+STABILITY: SURFACE MOTION
 ML0345
 ML0345  HISTORY     - Date     Condition        Report By
 ML0345  HISTORY     - 1935     MONUMENTED       CGS
 ML0345  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 ML0345
 ML0345                          STATION DESCRIPTION
 ML0345
 ML0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0345'1.6 MI S FROM COTESFIELD.
 ML0345'1.6 MILES SOUTH OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC RAILROAD
 ML0345'BETWEEN ST. PAUL AND ORD, IN A SMALL UNFENCED AREA BETWEEN TWO
 ML0345'ROAD CROSSINGS WHICH ARE ABOUT 640 FEET APART, ABOUT 1000 FEET
 ML0345'SOUTHWEST OF LARGE RANCH HOUSE, 71.4 FEET NORTHEAST OF THE CENTER
 ML0345'LINE OF STATE HIGHWAY 11, 50 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0345'AND 27.8 FEET SOUTH OF MILE POST 35.
 ML0345
 ML0345                          STATION RECOVERY (2009)
 ML0345
 ML0345'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0634 ***********************************************************************
 ML0634  DESIGNATION -  F 126 RESET
 ML0634  PID         -  ML0634
 ML0634  STATE/COUNTY-  NE/GARFIELD
 ML0634  COUNTRY     -  US
 ML0634  USGS QUAD   -  BURWELL SE (2017)
 ML0634
 ML0634                         *CURRENT SURVEY CONTROL
 ML0634  ______________________________________________________________________
 ML0634* NAD 83(1986) POSITION- 41 52 28.97   (N) 099 05 15.95   (W)   HD_HELD1
 ML0634* NAVD 88 ORTHO HEIGHT -   754.41  (meters)     2475.1   (feet) RESET
 ML0634  ______________________________________________________________________
 ML0634  GEOID HEIGHT    -        -23.527 (meters)                     GEOID18
 ML0634  VERT ORDER      -  THIRD
 ML0634
 ML0634.The horizontal coordinates were determined by differentially corrected
 ML0634.hand held GPS observations or other comparable positioning techniques
 ML0634.and have an estimated accuracy of +/- 3 meters.
 ML0634
 ML0634.The orthometric height was computed from unverified reset data.
 ML0634
 ML0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0634.GEOID18 height accuracy estimate available here.
 ML0634
 ML0634.Click photographs - Photos may exist for this station.
 ML0634
 ML0634;                    North         East    Units  Estimated Accuracy
 ML0634;SPC NE       -   227,045.9     575,701.8     MT  (+/- 3 meters HH1 GPS) 
 ML0634
 ML0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9271735869(NAD 83)
 ML0634
 ML0634                          SUPERSEDED SURVEY CONTROL
 ML0634
 ML0634  NGVD 29 (??/??/??)  753.94   (m)         2473.6    (f) RESET       3  
 ML0634
 ML0634.Superseded values are not recommended for survey control.
 ML0634
 ML0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0634.See file dsdata.pdf to determine how the superseded data were derived.
 ML0634
 ML0634_MARKER: DB = BENCH MARK DISK
 ML0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0634_STAMPING: F 126 1935 RESET 1959
 ML0634_MARK LOGO: CGS
 ML0634_PROJECTION: FLUSH
 ML0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0634+STABILITY: SURFACE MOTION
 ML0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0634+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2020
 ML0634
 ML0634  HISTORY     - Date     Condition        Report By
 ML0634  HISTORY     - 1959     MONUMENTED       CGS
 ML0634  HISTORY     - 1964     GOOD             CGS
 ML0634  HISTORY     - 20120731 GOOD             NEDR
 ML0634  HISTORY     - 20200302 GOOD             NEGS
 ML0634
 ML0634                          STATION DESCRIPTION
 ML0634
 ML0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0634'7.7 MI NE FROM BURWELL.
 ML0634'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM
 ML0634'THE BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 ML0634'GARFIELD COUNTY, TO THE JUNCTION OF THESE HIGHWAYS, THENCE
 ML0634'6.6 MILES NORTH ALONG STATE HIGHWAY 11 TO THE BENCH MARK ON
 ML0634'THE LEFT, 113 FEET SOUTH OF A FENCE CORNER, 63 FEET WEST OF THE
 ML0634'CENTERLINE OF STATE HIGHWAY 11, 1 FOOT EAST OF A FENCE, AND
 ML0634'1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK IS FLUSH WITH
 ML0634'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED F 126 1935
 ML0634'RESET 1959.
 ML0634
 ML0634                          STATION RECOVERY (2012)
 ML0634
 ML0634'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (CH)
 ML0634'WE COULD NOT HIT THE PUBLISHED ELEVATION. WE GOT 2474.309 88 DATUM
 ML0634'ELEVATION ON IT.
 ML0634
 ML0634                          STATION RECOVERY (2020)
 ML0634
 ML0634'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 ML0634'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 91
 ML0634'EAST OF BURWELL, NORTHEAST, GO NORTHERLY ON HIGHWAY 11 FOR
 ML0634'APPROXIMATELY 6.6 MI (10.6 KM) TO THE MARK ON THE LEFT (WEST).
 ML0634'
 ML0634'IT IS 113 FT (34.4 M) SOUTH OF A CORNER FENCE POST, 20.1 FT (6.1 M)
 ML0634'NORTH OF A NTFP, 9.8 FT (3.0 M) SOUTH OF A NTFP, 1 FT (0.3 M) EAST OF
 ML0634'A FENCE AND 1 FT (0.3 M) SOUTH A STEEL WITNESS POST NEAR MILE POST
 ML0634'100+25 FOR HIGHWAY 11.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0333 ***********************************************************************
 NN0333  DESIGNATION -  F 127
 NN0333  PID         -  NN0333
 NN0333  STATE/COUNTY-  NE/HOLT
 NN0333  COUNTRY     -  US
 NN0333  USGS QUAD   -  ATKINSON (2017)
 NN0333
 NN0333                         *CURRENT SURVEY CONTROL
 NN0333  ______________________________________________________________________
 NN0333* NAD 83(1986) POSITION- 42 31 42.     (N) 098 58 14.     (W)   SCALED
 NN0333* NAVD 88 ORTHO HEIGHT -   641.569 (meters)     2104.88  (feet) ADJUSTED
 NN0333  ______________________________________________________________________
 NN0333  GEOID HEIGHT    -        -24.124 (meters)                     GEOID18
 NN0333  DYNAMIC HEIGHT  -        641.315 (meters)     2104.05  (feet) COMP
 NN0333  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 NN0333
 NN0333  VERT ORDER      -  FIRST     CLASS II
 NN0333
 NN0333.The horizontal coordinates were scaled from a map and have
 NN0333.an estimated accuracy of +/- 6 seconds.
 NN0333
 NN0333.The orthometric height was determined by differential leveling and
 NN0333.adjusted by the NATIONAL GEODETIC SURVEY
 NN0333.in June 1991.
 NN0333
 NN0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0333.GEOID18 height accuracy estimate available here.
 NN0333
 NN0333.Click photographs - Photos may exist for this station.
 NN0333
 NN0333.The dynamic height is computed by dividing the NAVD 88
 NN0333.geopotential number by the normal gravity value computed on the
 NN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0333.degrees latitude (g = 980.6199 gals.).
 NN0333
 NN0333.The modeled gravity was interpolated from observed gravity values.
 NN0333
 NN0333;                    North         East    Units  Estimated Accuracy
 NN0333;SPC NE       -   299,730.      584,560.      MT  (+/- 180 meters Scaled)
 NN0333
 NN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN024084(NAD 83)
 NN0333
 NN0333                          SUPERSEDED SURVEY CONTROL
 NN0333
 NN0333  NGVD 29 (??/??/92)  641.341  (m)         2104.13   (f) ADJ UNCH    1 2
 NN0333
 NN0333.Superseded values are not recommended for survey control.
 NN0333
 NN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0333.See file dsdata.pdf to determine how the superseded data were derived.
 NN0333
 NN0333_MARKER: DB = BENCH MARK DISK
 NN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0333_STAMPING: F 127 1935
 NN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0333+STABILITY: SURFACE MOTION
 NN0333
 NN0333  HISTORY     - Date     Condition        Report By
 NN0333  HISTORY     - 1935     MONUMENTED       CGS
 NN0333  HISTORY     - 1964     GOOD             CGS
 NN0333
 NN0333                          STATION DESCRIPTION
 NN0333
 NN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0333'AT ATKINSON.
 NN0333'AT ATKINSON, HOLT COUNTY, ON STATE HIGHWAY 11, 0.4 MILE SOUTHEAST
 NN0333'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 123 FEET SOUTH
 NN0333'OF THE CENTER LINE OF U.S. HIGHWAY 20, 81 FEET EAST OF THE CENTER
 NN0333'LINE OF STATE HIGHWAY 11, 44.6 FEET EAST OF A RIGHT-OF-WAY FENCE
 NN0333'CORNER, 42.4 FEET SOUTHEAST OF RAILROAD CULVERT 334, AND 33 FEET
 NN0333'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 NN0333'STAMPED F 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0333
 NN0333                          STATION RECOVERY (1964)
 NN0333
 NN0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0134 ***********************************************************************
 NN0134  DESIGNATION -  F 128
 NN0134  PID         -  NN0134
 NN0134  STATE/COUNTY-  NE/ANTELOPE
 NN0134  COUNTRY     -  US
 NN0134  USGS QUAD   -  NELIGH (2017)
 NN0134
 NN0134                         *CURRENT SURVEY CONTROL
 NN0134  ______________________________________________________________________
 NN0134* NAD 83(1986) POSITION- 42 09 41.     (N) 098 06 08.     (W)   SCALED
 NN0134* NAVD 88 ORTHO HEIGHT -   535.633 (meters)     1757.32  (feet) ADJUSTED
 NN0134  ______________________________________________________________________
 NN0134  GEOID HEIGHT    -        -24.640 (meters)                     GEOID18
 NN0134  DYNAMIC HEIGHT  -        535.419 (meters)     1756.62  (feet) COMP
 NN0134  MODELED GRAVITY -    980,206.1   (mgal)                       NAVD 88
 NN0134
 NN0134  VERT ORDER      -  SECOND    CLASS 0
 NN0134
 NN0134.The horizontal coordinates were scaled from a map and have
 NN0134.an estimated accuracy of +/- 6 seconds.
 NN0134
 NN0134.The orthometric height was determined by differential leveling and
 NN0134.adjusted by the NATIONAL GEODETIC SURVEY
 NN0134.in June 1991.
 NN0134
 NN0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0134.GEOID18 height accuracy estimate available here.
 NN0134
 NN0134.Click photographs - Photos may exist for this station.
 NN0134
 NN0134.The dynamic height is computed by dividing the NAVD 88
 NN0134.geopotential number by the normal gravity value computed on the
 NN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0134.degrees latitude (g = 980.6199 gals.).
 NN0134
 NN0134.The modeled gravity was interpolated from observed gravity values.
 NN0134
 NN0134;                    North         East    Units  Estimated Accuracy
 NN0134;SPC NE       -   260,200.      656,780.      MT  (+/- 180 meters Scaled)
 NN0134
 NN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM741680(NAD 83)
 NN0134
 NN0134                          SUPERSEDED SURVEY CONTROL
 NN0134
 NN0134  NGVD 29 (??/??/92)  535.430  (m)         1756.66   (f) ADJ UNCH    2 0
 NN0134
 NN0134.Superseded values are not recommended for survey control.
 NN0134
 NN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0134.See file dsdata.pdf to determine how the superseded data were derived.
 NN0134
 NN0134_MARKER: DB = BENCH MARK DISK
 NN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0134_STAMPING: F 128 1935
 NN0134_MARK LOGO: CGS
 NN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0134+STABILITY: SURFACE MOTION
 NN0134
 NN0134  HISTORY     - Date     Condition        Report By
 NN0134  HISTORY     - 1935     MONUMENTED       CGS
 NN0134  HISTORY     - 1962     MARK NOT FOUND   CGS
 NN0134  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 NN0134  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NN0134
 NN0134                          STATION DESCRIPTION
 NN0134
 NN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0134'4.4 MI NW FROM NELIGH.
 NN0134'4.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0134'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, 24 RAILS WEST OF
 NN0134'BRIDGE 229, 138 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 NN0134'275, 42 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 5.9 FEET
 NN0134'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4-1/2 FEET LOWER THAN
 NN0134'THE TRACK.  A STANDARD DISK, STAMPED F 128 1935 AND SET IN THE
 NN0134'TOP OF A CONCRETE POST.
 NN0134
 NN0134                          STATION RECOVERY (1962)
 NN0134
 NN0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0134'MARK NOT FOUND.
 NN0134
 NN0134                          STATION RECOVERY (1981)
 NN0134
 NN0134'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0134'MARK NOT FOUND.
 NN0134
 NN0134                          STATION RECOVERY (2010)
 NN0134
 NN0134'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NN0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0315 ***********************************************************************
 LG0315  DESIGNATION -  F 13
 LG0315  PID         -  LG0315
 LG0315  STATE/COUNTY-  NE/LANCASTER
 LG0315  COUNTRY     -  US
 LG0315  USGS QUAD   -  LINCOLN (2017)
 LG0315
 LG0315                         *CURRENT SURVEY CONTROL
 LG0315  ______________________________________________________________________
 LG0315* NAD 83(1986) POSITION- 40 47 04.     (N) 096 44 28.     (W)   SCALED
 LG0315* NAVD 88 ORTHO HEIGHT -   353.671 (meters)     1160.34  (feet) ADJUSTED
 LG0315  ______________________________________________________________________
 LG0315  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 LG0315  DYNAMIC HEIGHT  -        353.514 (meters)     1159.82  (feet) COMP
 LG0315  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 LG0315
 LG0315  VERT ORDER      -  FIRST     CLASS II
 LG0315
 LG0315.The horizontal coordinates were scaled from a map and have
 LG0315.an estimated accuracy of +/- 6 seconds.
 LG0315
 LG0315.The orthometric height was determined by differential leveling and
 LG0315.adjusted by the NATIONAL GEODETIC SURVEY
 LG0315.in June 1991.
 LG0315
 LG0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0315.GEOID18 height accuracy estimate available here.
 LG0315
 LG0315.Click photographs - Photos may exist for this station.
 LG0315
 LG0315.The dynamic height is computed by dividing the NAVD 88
 LG0315.geopotential number by the normal gravity value computed on the
 LG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0315.degrees latitude (g = 980.6199 gals.).
 LG0315
 LG0315.The modeled gravity was interpolated from observed gravity values.
 LG0315
 LG0315;                    North         East    Units  Estimated Accuracy
 LG0315;SPC NE       -   110,780.      774,940.      MT  (+/- 180 meters Scaled)
 LG0315
 LG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL906172(NAD 83)
 LG0315
 LG0315                          SUPERSEDED SURVEY CONTROL
 LG0315
 LG0315  NGVD 29 (??/??/92)  353.570  (m)         1160.00   (f) ADJ UNCH    1 2
 LG0315
 LG0315.Superseded values are not recommended for survey control.
 LG0315
 LG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0315.See file dsdata.pdf to determine how the superseded data were derived.
 LG0315
 LG0315_MARKER: DB = BENCH MARK DISK
 LG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0315_STAMPING: 1159.499 F 13 1933
 LG0315_MARK LOGO: CGS
 LG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0315+STABILITY: SURFACE MOTION
 LG0315
 LG0315  HISTORY     - Date     Condition        Report By
 LG0315  HISTORY     - 1933     MONUMENTED       CGS
 LG0315  HISTORY     - 1940     GOOD             CGS
 LG0315  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0315
 LG0315                          STATION DESCRIPTION
 LG0315
 LG0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0315'2.5 MI SW FROM LINCOLN.
 LG0315'2.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0315'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 8 RAILS
 LG0315'SOUTH OF A YARD-LIMIT SIGN, AT MILEAGE 62.3, 90 FEET WEST OF THE
 LG0315'CENTERLINE OF THE TRACK, 30 FEET SOUTH OF A GRAVEL ROAD, 10
 LG0315'FEET EAST OF A CONCRETE GATEPOST AT A FENCE CORNER, 2 FEET
 LG0315'SOUTH OF THE FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 LG0315'POST.  A STANDARD DISK, STAMPED 1159.499 F 13 1933 AND SET IN
 LG0315'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0315
 LG0315                          STATION RECOVERY (1991)
 LG0315
 LG0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0315'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0345 ***********************************************************************
 NO0345  DESIGNATION -  F 130
 NO0345  PID         -  NO0345
 NO0345  STATE/COUNTY-  NE/CHERRY
 NO0345  COUNTRY     -  US
 NO0345  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0345
 NO0345                         *CURRENT SURVEY CONTROL
 NO0345  ______________________________________________________________________
 NO0345* NAD 83(1986) POSITION- 42 41 40.     (N) 101 41 35.     (W)   SCALED
 NO0345* NAVD 88 ORTHO HEIGHT -  1042.318 (meters)     3419.67  (feet) ADJUSTED
 NO0345  ______________________________________________________________________
 NO0345  GEOID HEIGHT    -        -19.255 (meters)                     GEOID18
 NO0345  DYNAMIC HEIGHT  -       1041.828 (meters)     3418.06  (feet) COMP
 NO0345  MODELED GRAVITY -    980,114.7   (mgal)                       NAVD 88
 NO0345
 NO0345  VERT ORDER      -  SECOND    CLASS 0
 NO0345
 NO0345.The horizontal coordinates were scaled from a map and have
 NO0345.an estimated accuracy of +/- 6 seconds.
 NO0345
 NO0345.The orthometric height was determined by differential leveling and
 NO0345.adjusted by the NATIONAL GEODETIC SURVEY
 NO0345.in June 1991.
 NO0345
 NO0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0345.GEOID18 height accuracy estimate available here.
 NO0345
 NO0345.Click photographs - Photos may exist for this station.
 NO0345
 NO0345.The dynamic height is computed by dividing the NAVD 88
 NO0345.geopotential number by the normal gravity value computed on the
 NO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0345.degrees latitude (g = 980.6199 gals.).
 NO0345
 NO0345.The modeled gravity was interpolated from observed gravity values.
 NO0345
 NO0345;                    North         East    Units  Estimated Accuracy
 NO0345;SPC NE       -   319,040.      361,290.      MT  (+/- 180 meters Scaled)
 NO0345
 NO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN794304(NAD 83)
 NO0345
 NO0345                          SUPERSEDED SURVEY CONTROL
 NO0345
 NO0345  NGVD 29 (??/??/92) 1041.884  (m)         3418.25   (f) ADJ UNCH    2 0
 NO0345
 NO0345.Superseded values are not recommended for survey control.
 NO0345
 NO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0345.See file dsdata.pdf to determine how the superseded data were derived.
 NO0345
 NO0345_MARKER: DB = BENCH MARK DISK
 NO0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0345_STAMPING: F 130 1934
 NO0345_MARK LOGO: CGS
 NO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0345+STABILITY: SURFACE MOTION
 NO0345
 NO0345  HISTORY     - Date     Condition        Report By
 NO0345  HISTORY     - 1934     MONUMENTED       CGS
 NO0345  HISTORY     - 1948     GOOD             CGS
 NO0345  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0345
 NO0345                          STATION DESCRIPTION
 NO0345
 NO0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0345'18.5 MI S FROM MERRIMAN.
 NO0345'18.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0345'COUNTY, 1/4 MILE DUE NORTH OF THE MAC BETH RANCH HOUSE, AT A
 NO0345'NORTH-AND-SOUTH FENCE, 74 YARDS SOUTH OF AN EAST-AND-WEST FENCE,
 NO0345'AND 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 NO0345'STAMPED F 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0345'15.6 MILES (AIR LINE) SOUTH OF MERRIMAN, 0.25 MILES NORTH OF
 NO0345'MAC BETH RANCH HOUSE, 1.2 MILES NORTH OF JENSEN RANCH HOUSE,
 NO0345'0.15 MILE EAST OF QUARTER CORNER BETWEEN SECS 5 AND 6, T 31 N.,
 NO0345'R. 37 W., 222 FEET SOUTH AND 2 FEET EAST OF T-FENCE S.
 NO0345
 NO0345                          STATION RECOVERY (1988)
 NO0345
 NO0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1253 ***********************************************************************
 MK1253  DESIGNATION -  F 130
 MK1253  PID         -  MK1253
 MK1253  STATE/COUNTY-  NE/COLFAX
 MK1253  COUNTRY     -  US
 MK1253  USGS QUAD   -  RICHLAND (2017)
 MK1253
 MK1253                         *CURRENT SURVEY CONTROL
 MK1253  ______________________________________________________________________
 MK1253* NAD 83(1986) POSITION- 41 26 38.55   (N) 097 08 12.68   (W)   HD_HELD1
 MK1253* NAVD 88 ORTHO HEIGHT -   418.503 (meters)     1373.04  (feet) ADJUSTED
 MK1253  ______________________________________________________________________
 MK1253  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 MK1253  DYNAMIC HEIGHT  -        418.323 (meters)     1372.45  (feet) COMP
 MK1253  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 MK1253
 MK1253  VERT ORDER      -  SECOND    CLASS 0
 MK1253
 MK1253.The horizontal coordinates were determined by differentially corrected
 MK1253.hand held GPS observations or other comparable positioning techniques
 MK1253.and have an estimated accuracy of +/- 3 meters.
 MK1253
 MK1253.The orthometric height was determined by differential leveling and
 MK1253.adjusted by the NATIONAL GEODETIC SURVEY
 MK1253.in June 1991.
 MK1253
 MK1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1253.GEOID18 height accuracy estimate available here.
 MK1253
 MK1253.Click photographs - Photos may exist for this station.
 MK1253
 MK1253.The dynamic height is computed by dividing the NAVD 88
 MK1253.geopotential number by the normal gravity value computed on the
 MK1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1253.degrees latitude (g = 980.6199 gals.).
 MK1253
 MK1253.The modeled gravity was interpolated from observed gravity values.
 MK1253
 MK1253;                    North         East    Units  Estimated Accuracy
 MK1253;SPC NE       -   182,789.3     739,142.0     MT  (+/- 3 meters HH1 GPS) 
 MK1253
 MK1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5564089727(NAD 83)
 MK1253
 MK1253                          SUPERSEDED SURVEY CONTROL
 MK1253
 MK1253  NGVD 29 (??/??/92)  418.330  (m)         1372.47   (f) ADJ UNCH    2 0
 MK1253
 MK1253.Superseded values are not recommended for survey control.
 MK1253
 MK1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1253.See file dsdata.pdf to determine how the superseded data were derived.
 MK1253
 MK1253_MARKER: DB = BENCH MARK DISK
 MK1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1253_STAMPING: F 130 1935
 MK1253_MARK LOGO: CGS
 MK1253_PROJECTION: FLUSH
 MK1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1253+STABILITY: SURFACE MOTION
 MK1253
 MK1253  HISTORY     - Date     Condition        Report By
 MK1253  HISTORY     - 1935     MONUMENTED       CGS
 MK1253  HISTORY     - 1950     GOOD             CGS
 MK1253  HISTORY     - 1984     GOOD             LOCSUR
 MK1253  HISTORY     - 20100510 GOOD             INDIV
 MK1253
 MK1253                          STATION DESCRIPTION
 MK1253
 MK1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1253'4 MI E FROM RICHLAND.
 MK1253'4.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1253'AT RICHLAND, AT A ROAD CROSSING, 3 POLES EAST OF MILEPOST 73,
 MK1253'137.0 FEET NORTHEAST OF SEMAPHORE 730, 95.0 FEET NORTH OF THE
 MK1253'NORTH RAIL OF THE NORTH TRACK, 45 FEET WEST OF THE CENTER LINE
 MK1253'OF A NORTH-SOUTH ROAD, 4.6 FEET SOUTHWEST OF A FENCE CORNER, 3.6
 MK1253'FEET WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE, 3.3 FEET SOUTH
 MK1253'OF AN EAST-WEST RIGHT-OF-WAY FENCE, 1.2 FEET EAST OF A REFERENCE
 MK1253'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1253'THE SURFACE OF THE GROUND.
 MK1253
 MK1253                          STATION RECOVERY (1984)
 MK1253
 MK1253'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1253'RECOVERED IN GOOD CONDITION.
 MK1253
 MK1253                          STATION RECOVERY (2010)
 MK1253
 MK1253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK1253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0491 ***********************************************************************
 MK0491  DESIGNATION -  F 131
 MK0491  PID         -  MK0491
 MK0491  STATE/COUNTY-  NE/WASHINGTON
 MK0491  COUNTRY     -  US
 MK0491  USGS QUAD   -  ARLINGTON (2017)
 MK0491
 MK0491                         *CURRENT SURVEY CONTROL
 MK0491  ______________________________________________________________________
 MK0491* NAD 83(1986) POSITION- 41 26 56.     (N) 096 18 34.     (W)   SCALED
 MK0491* NAVD 88 ORTHO HEIGHT -   381.814 (meters)     1252.67  (feet) ADJUSTED
 MK0491  ______________________________________________________________________
 MK0491  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 MK0491  DYNAMIC HEIGHT  -        381.635 (meters)     1252.08  (feet) COMP
 MK0491  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 MK0491
 MK0491  VERT ORDER      -  SECOND    CLASS 0
 MK0491
 MK0491.The horizontal coordinates were scaled from a map and have
 MK0491.an estimated accuracy of +/- 6 seconds.
 MK0491
 MK0491.The orthometric height was determined by differential leveling and
 MK0491.adjusted by the NATIONAL GEODETIC SURVEY
 MK0491.in June 1991.
 MK0491
 MK0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0491.GEOID18 height accuracy estimate available here.
 MK0491
 MK0491.Click photographs - Photos may exist for this station.
 MK0491
 MK0491.The dynamic height is computed by dividing the NAVD 88
 MK0491.geopotential number by the normal gravity value computed on the
 MK0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0491.degrees latitude (g = 980.6199 gals.).
 MK0491
 MK0491.The modeled gravity was interpolated from observed gravity values.
 MK0491
 MK0491;                    North         East    Units  Estimated Accuracy
 MK0491;SPC NE       -   185,950.      808,190.      MT  (+/- 180 meters Scaled)
 MK0491
 MK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL247920(NAD 83)
 MK0491
 MK0491                          SUPERSEDED SURVEY CONTROL
 MK0491
 MK0491  NGVD 29 (??/??/92)  381.665  (m)         1252.18   (f) ADJ UNCH    2 0
 MK0491
 MK0491.Superseded values are not recommended for survey control.
 MK0491
 MK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0491.See file dsdata.pdf to determine how the superseded data were derived.
 MK0491
 MK0491_MARKER: DB = BENCH MARK DISK
 MK0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0491_STAMPING: F 131 1935
 MK0491_MARK LOGO: CGS
 MK0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0491+STABILITY: SURFACE MOTION
 MK0491
 MK0491  HISTORY     - Date     Condition        Report By
 MK0491  HISTORY     - 1935     MONUMENTED       CGS
 MK0491  HISTORY     - 1947     GOOD             CGS
 MK0491  HISTORY     - 1960     GOOD             CGS
 MK0491  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MK0491
 MK0491                          STATION DESCRIPTION
 MK0491
 MK0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0491'2.2 MI E FROM ARLINGTON.
 MK0491'2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0491'FROM THE STATION AT ARLINGTON, 56.0 FEET NORTHWEST OF THE CENTER
 MK0491'OF A DIRT ROAD CROSSING, 4.8 FEET NORT OF THE NORTH RAIL OF THE
 MK0491'TRACK, 37.0 FEET WEST OF THE CENTER OF THE DIRT ROAD, 28.0
 MK0491'FEET NORTH OF ONE FENCE CORNER POST AND 4.0 FEET SOUTHEAST
 MK0491'OF ANOTHER FENCE CORNER POST, 1.7 FOOT NORTH OF A REFERENCE POST,
 MK0491'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK
 MK0491'AND PROJECTING 0.3 FOOT.
 MK0491
 MK0491                          STATION RECOVERY (1960)
 MK0491
 MK0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK0491'RECOVERED IN GOOD CONDITION.
 MK0491
 MK0491                          STATION RECOVERY (1985)
 MK0491
 MK0491'RECOVERY NOTE BY US POWER SQUADRON 1985 (MRB)
 MK0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0112 ***********************************************************************
 MK0112  DESIGNATION -  F 132
 MK0112  PID         -  MK0112
 MK0112  STATE/COUNTY-  NE/BURT
 MK0112  COUNTRY     -  US
 MK0112  USGS QUAD   -  OAKLAND (2017)
 MK0112
 MK0112                         *CURRENT SURVEY CONTROL
 MK0112  ______________________________________________________________________
 MK0112* NAD 83(1986) POSITION- 41 47 36.     (N) 096 29 07.     (W)   SCALED
 MK0112* NAVD 88 ORTHO HEIGHT -   379.271 (meters)     1244.32  (feet) ADJUSTED
 MK0112  ______________________________________________________________________
 MK0112  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 MK0112  DYNAMIC HEIGHT  -        379.131 (meters)     1243.87  (feet) COMP
 MK0112  MODELED GRAVITY -    980,242.9   (mgal)                       NAVD 88
 MK0112
 MK0112  VERT ORDER      -  SECOND    CLASS 0
 MK0112
 MK0112.The horizontal coordinates were scaled from a map and have
 MK0112.an estimated accuracy of +/- 6 seconds.
 MK0112
 MK0112.The orthometric height was determined by differential leveling and
 MK0112.adjusted by the NATIONAL GEODETIC SURVEY
 MK0112.in June 1991.
 MK0112
 MK0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0112.GEOID18 height accuracy estimate available here.
 MK0112
 MK0112.Click photographs - Photos may exist for this station.
 MK0112
 MK0112.The dynamic height is computed by dividing the NAVD 88
 MK0112.geopotential number by the normal gravity value computed on the
 MK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0112.degrees latitude (g = 980.6199 gals.).
 MK0112
 MK0112.The modeled gravity was interpolated from observed gravity values.
 MK0112
 MK0112;                    North         East    Units  Estimated Accuracy
 MK0112;SPC NE       -   223,550.      791,960.      MT  (+/- 180 meters Scaled)
 MK0112
 MK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM089298(NAD 83)
 MK0112
 MK0112                          SUPERSEDED SURVEY CONTROL
 MK0112
 MK0112  NGVD 29 (??/??/92)  379.136  (m)         1243.88   (f) ADJ UNCH    2 0
 MK0112
 MK0112.Superseded values are not recommended for survey control.
 MK0112
 MK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0112.See file dsdata.pdf to determine how the superseded data were derived.
 MK0112
 MK0112_MARKER: DB = BENCH MARK DISK
 MK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0112_STAMPING: F 132 1935
 MK0112_MARK LOGO: CGS
 MK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0112+STABILITY: SURFACE MOTION
 MK0112
 MK0112  HISTORY     - Date     Condition        Report By
 MK0112  HISTORY     - 1935     MONUMENTED       CGS
 MK0112  HISTORY     - 1938     GOOD             CGS
 MK0112
 MK0112                          STATION DESCRIPTION
 MK0112
 MK0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 MK0112'3 MI S FROM OAKLAND.
 MK0112'3.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0112'FROM THE STATION AT OAKLAND, BURT COUNTY, 27 FEET SOUTH OF MILEPOST
 MK0112'57, 38.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 9.5 FEET EAST OF
 MK0112'THE WEST RIGHT OF WAY FENCE, AND 5 FEET LOWER THAN THE TRACK.
 MK0112'A STANDARD DISK, STAMPED F 132 1935 AND SET IN THE TOP OF A CONCRETE
 MK0112'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1276 ***********************************************************************
 MK1276  DESIGNATION -  F 134
 MK1276  PID         -  MK1276
 MK1276  STATE/COUNTY-  NE/BUTLER
 MK1276  COUNTRY     -  US
 MK1276  USGS QUAD   -  BRAINARD (2017)
 MK1276
 MK1276                         *CURRENT SURVEY CONTROL
 MK1276  ______________________________________________________________________
 MK1276* NAD 83(1986) POSITION- 41 14 11.     (N) 097 03 31.     (W)   SCALED
 MK1276* NAVD 88 ORTHO HEIGHT -   506.359 (meters)     1661.28  (feet) ADJUSTED
 MK1276  ______________________________________________________________________
 MK1276  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 MK1276  DYNAMIC HEIGHT  -        506.115 (meters)     1660.48  (feet) COMP
 MK1276  MODELED GRAVITY -    980,126.6   (mgal)                       NAVD 88
 MK1276
 MK1276  VERT ORDER      -  SECOND    CLASS 0
 MK1276
 MK1276.The horizontal coordinates were scaled from a map and have
 MK1276.an estimated accuracy of +/- 6 seconds.
 MK1276
 MK1276.The orthometric height was determined by differential leveling and
 MK1276.adjusted by the NATIONAL GEODETIC SURVEY
 MK1276.in June 1991.
 MK1276
 MK1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1276.GEOID18 height accuracy estimate available here.
 MK1276
 MK1276.Click photographs - Photos may exist for this station.
 MK1276
 MK1276.The dynamic height is computed by dividing the NAVD 88
 MK1276.geopotential number by the normal gravity value computed on the
 MK1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1276.degrees latitude (g = 980.6199 gals.).
 MK1276
 MK1276.The modeled gravity was interpolated from observed gravity values.
 MK1276
 MK1276;                    North         East    Units  Estimated Accuracy
 MK1276;SPC NE       -   159,970.      746,460.      MT  (+/- 180 meters Scaled)
 MK1276
 MK1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL626668(NAD 83)
 MK1276
 MK1276                          SUPERSEDED SURVEY CONTROL
 MK1276
 MK1276  NGVD 29 (??/??/92)  506.176  (m)         1660.68   (f) ADJ UNCH    2 0
 MK1276
 MK1276.Superseded values are not recommended for survey control.
 MK1276
 MK1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1276.See file dsdata.pdf to determine how the superseded data were derived.
 MK1276
 MK1276_MARKER: DB = BENCH MARK DISK
 MK1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1276_STAMPING: F 134 1935
 MK1276_MARK LOGO: CGS
 MK1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1276+STABILITY: SURFACE MOTION
 MK1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1276+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 MK1276
 MK1276  HISTORY     - Date     Condition        Report By
 MK1276  HISTORY     - 1935     MONUMENTED       CGS
 MK1276  HISTORY     - 1961     GOOD             CGS
 MK1276  HISTORY     - 20120816 GOOD             INDIV
 MK1276
 MK1276                          STATION DESCRIPTION
 MK1276
 MK1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1276'5.8 MI NW FROM BRAINARD.
 MK1276'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1276'FROM THE STATION AT BRAINARD, THENCE 4.4 MILES NORTHWEST ALONG THE
 MK1276'UNION PACIFIC RAILROAD, 82.6 FEET NORTH OF MILE POST 19, 45.6
 MK1276'FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH OF RIGHT OF WAY
 MK1276'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, ABOUT
 MK1276'1 FOOT LOWER THAN THE TRACKS, SET IN TOP OF A SQUARE CONCRETE
 MK1276'POST PROJECTING 4 INCHES ABOVE GROUND.
 MK1276
 MK1276                          STATION RECOVERY (2012)
 MK1276
 MK1276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 MK1276'MARK NOT FOUND, BELIEVED DESTROYED BY AGGRESSIVE FARMER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0680 ***********************************************************************
 LG0680  DESIGNATION -  F 135
 LG0680  PID         -  LG0680
 LG0680  STATE/COUNTY-  NE/YORK
 LG0680  COUNTRY     -  US
 LG0680  USGS QUAD   -  FAIRMONT (2017)
 LG0680
 LG0680                         *CURRENT SURVEY CONTROL
 LG0680  ______________________________________________________________________
 LG0680* NAD 83(1986) POSITION- 40 44 32.31   (N) 097 34 42.02   (W)   HD_HELD1
 LG0680* NAVD 88 ORTHO HEIGHT -   477.567 (meters)     1566.82  (feet) ADJUSTED
 LG0680  ______________________________________________________________________
 LG0680  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 LG0680  DYNAMIC HEIGHT  -        477.312 (meters)     1565.98  (feet) COMP
 LG0680  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 LG0680
 LG0680  VERT ORDER      -  SECOND    CLASS 0
 LG0680
 LG0680.The horizontal coordinates were determined by differentially corrected
 LG0680.hand held GPS observations or other comparable positioning techniques
 LG0680.and have an estimated accuracy of +/- 3 meters.
 LG0680
 LG0680.The orthometric height was determined by differential leveling and
 LG0680.adjusted by the NATIONAL GEODETIC SURVEY
 LG0680.in June 1991.
 LG0680
 LG0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0680.GEOID18 height accuracy estimate available here.
 LG0680
 LG0680.Click photographs - Photos may exist for this station.
 LG0680
 LG0680.The dynamic height is computed by dividing the NAVD 88
 LG0680.geopotential number by the normal gravity value computed on the
 LG0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0680.degrees latitude (g = 980.6199 gals.).
 LG0680
 LG0680.The modeled gravity was interpolated from observed gravity values.
 LG0680
 LG0680;                    North         East    Units  Estimated Accuracy
 LG0680;SPC NE       -   103,785.5     704,459.8     MT  (+/- 3 meters HH1 GPS) 
 LG0680
 LG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2003011123(NAD 83)
 LG0680
 LG0680                          SUPERSEDED SURVEY CONTROL
 LG0680
 LG0680  NGVD 29 (??/??/92)  477.385  (m)         1566.22   (f) ADJ UNCH    2 0
 LG0680
 LG0680.Superseded values are not recommended for survey control.
 LG0680
 LG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0680.See file dsdata.pdf to determine how the superseded data were derived.
 LG0680
 LG0680_MARKER: DB = BENCH MARK DISK
 LG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0680_STAMPING: F 135 1935
 LG0680_MARK LOGO: CGS
 LG0680_PROJECTION: FLUSH
 LG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0680+STABILITY: SURFACE MOTION
 LG0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0680+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2015
 LG0680
 LG0680  HISTORY     - Date     Condition        Report By
 LG0680  HISTORY     - 1935     MONUMENTED       CGS
 LG0680  HISTORY     - 1941     GOOD             CGS
 LG0680  HISTORY     - 20151203 GOOD             INDIV
 LG0680
 LG0680                          STATION DESCRIPTION
 LG0680
 LG0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0680'AT MC COOL JUNCTION.
 LG0680'AT MC COOL JUNCTION, YORK COUNTY, ON U.S. HIGHWAY 81, 0.8 MILE
 LG0680'EAST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LG0680'AT A ROAD INTERSECTION, 58 FEET NORTHWEST OF THE CENTER OF THE
 LG0680'INTERSECTION, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LG0680'AND 36 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING TO
 LG0680'MC COOL JUNCTION.  A STANDARD DISK, STAMPED F 135 1935 AND SET
 LG0680'IN THE TOP OF A CONCRETE POST.
 LG0680
 LG0680                          STATION RECOVERY (1941)
 LG0680
 LG0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0680'RECOVERED IN GOOD CONDITION.
 LG0680
 LG0680                          STATION RECOVERY (2015)
 LG0680
 LG0680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 LG0680'FOUND GOOD CONDITION. FLUSH LAT.40 44 32.3 LONG.097 34 42.0
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1535 ***********************************************************************
 MK1535  DESIGNATION -  F 136
 MK1535  PID         -  MK1535
 MK1535  STATE/COUNTY-  NE/HAMILTON
 MK1535  COUNTRY     -  US
 MK1535  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1535
 MK1535                         *CURRENT SURVEY CONTROL
 MK1535  ______________________________________________________________________
 MK1535* NAD 83(1986) POSITION- 41 05 03.     (N) 097 54 41.     (W)   SCALED
 MK1535* NAVD 88 ORTHO HEIGHT -   534.863 (meters)     1754.80  (feet) ADJUSTED
 MK1535  ______________________________________________________________________
 MK1535  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 MK1535  DYNAMIC HEIGHT  -        534.594 (meters)     1753.91  (feet) COMP
 MK1535  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 MK1535
 MK1535  VERT ORDER      -  SECOND    CLASS 0
 MK1535
 MK1535.The horizontal coordinates were scaled from a map and have
 MK1535.an estimated accuracy of +/- 6 seconds.
 MK1535
 MK1535.The orthometric height was determined by differential leveling and
 MK1535.adjusted by the NATIONAL GEODETIC SURVEY
 MK1535.in June 1991.
 MK1535
 MK1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1535.GEOID18 height accuracy estimate available here.
 MK1535
 MK1535.Click photographs - Photos may exist for this station.
 MK1535
 MK1535.The dynamic height is computed by dividing the NAVD 88
 MK1535.geopotential number by the normal gravity value computed on the
 MK1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1535.degrees latitude (g = 980.6199 gals.).
 MK1535
 MK1535.The modeled gravity was interpolated from observed gravity values.
 MK1535
 MK1535;                    North         East    Units  Estimated Accuracy
 MK1535;SPC NE       -   140,990.      675,430.      MT  (+/- 180 meters Scaled)
 MK1535
 MK1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL914486(NAD 83)
 MK1535
 MK1535                          SUPERSEDED SURVEY CONTROL
 MK1535
 MK1535  NGVD 29 (??/??/92)  534.641  (m)         1754.07   (f) ADJ UNCH    2 0
 MK1535
 MK1535.Superseded values are not recommended for survey control.
 MK1535
 MK1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1535.See file dsdata.pdf to determine how the superseded data were derived.
 MK1535
 MK1535_MARKER: DB = BENCH MARK DISK
 MK1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1535_STAMPING: F-136-1935
 MK1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1535+STABILITY: SURFACE MOTION
 MK1535
 MK1535  HISTORY     - Date     Condition        Report By
 MK1535  HISTORY     - 1935     MONUMENTED       CGS
 MK1535
 MK1535                          STATION DESCRIPTION
 MK1535
 MK1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1535'1.5 MI W FROM HORDVILLE.
 MK1535'1.5 MILES WEST OF HORDVILLE DEPOT.  ALONG THE UNION PACIFIC
 MK1535'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, ABOUT 1100 FEET
 MK1535'SOUTH EAST OF MILEPOST 70, 56 FEET NORTH OF RIGHT OF WAY FENCE,
 MK1535'42.4 FEET SOUTH OF THE SOUTH RAIL, ABOUT 3 FEET ABOVE THE LEVEL
 MK1535'OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1304 ***********************************************************************
 MK1304  DESIGNATION -  F 137
 MK1304  PID         -  MK1304
 MK1304  STATE/COUNTY-  NE/BUTLER
 MK1304  COUNTRY     -  US
 MK1304  USGS QUAD   -  RISING CITY (2017)
 MK1304
 MK1304                         *CURRENT SURVEY CONTROL
 MK1304  ______________________________________________________________________
 MK1304* NAD 83(1986) POSITION- 41 09 01.     (N) 097 15 12.     (W)   SCALED
 MK1304* NAVD 88 ORTHO HEIGHT -   484.401 (meters)     1589.24  (feet) ADJUSTED
 MK1304  ______________________________________________________________________
 MK1304  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 MK1304  DYNAMIC HEIGHT  -        484.168 (meters)     1588.47  (feet) COMP
 MK1304  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 MK1304
 MK1304  VERT ORDER      -  SECOND    CLASS 0
 MK1304
 MK1304.The horizontal coordinates were scaled from a map and have
 MK1304.an estimated accuracy of +/- 6 seconds.
 MK1304
 MK1304.The orthometric height was determined by differential leveling and
 MK1304.adjusted by the NATIONAL GEODETIC SURVEY
 MK1304.in June 1991.
 MK1304
 MK1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1304.GEOID18 height accuracy estimate available here.
 MK1304
 MK1304.Click photographs - Photos may exist for this station.
 MK1304
 MK1304.The dynamic height is computed by dividing the NAVD 88
 MK1304.geopotential number by the normal gravity value computed on the
 MK1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1304.degrees latitude (g = 980.6199 gals.).
 MK1304
 MK1304.The modeled gravity was interpolated from observed gravity values.
 MK1304
 MK1304;                    North         East    Units  Estimated Accuracy
 MK1304;SPC NE       -   149,880.      730,450.      MT  (+/- 180 meters Scaled)
 MK1304
 MK1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL465569(NAD 83)
 MK1304
 MK1304                          SUPERSEDED SURVEY CONTROL
 MK1304
 MK1304  NGVD 29 (??/??/92)  484.221  (m)         1588.65   (f) ADJ UNCH    2 0
 MK1304
 MK1304.Superseded values are not recommended for survey control.
 MK1304
 MK1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1304.See file dsdata.pdf to determine how the superseded data were derived.
 MK1304
 MK1304_MARKER: DB = BENCH MARK DISK
 MK1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1304_STAMPING: F 137 1935
 MK1304_MARK LOGO: CGS
 MK1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1304+STABILITY: SURFACE MOTION
 MK1304
 MK1304  HISTORY     - Date     Condition        Report By
 MK1304  HISTORY     - 1935     MONUMENTED       CGS
 MK1304  HISTORY     - 1942     MARK NOT FOUND   CGS
 MK1304
 MK1304                          STATION DESCRIPTION
 MK1304
 MK1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1304'4.3 MI NE FROM SURPRISE.
 MK1304'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1304'AND YORK, 81.6 FEET NORTHWEST OF MILE POST NO. 51, 43.6 FEET
 MK1304'NORTHWEST OF THE NORTHWEST RAIL, 4.0 FEET SOUTH OF FENCE.
 MK1304
 MK1304                          STATION RECOVERY (1942)
 MK1304
 MK1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MK1304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1066 ***********************************************************************
 MK1066  DESIGNATION -  F 139
 MK1066  PID         -  MK1066
 MK1066  STATE/COUNTY-  NE/CUMING
 MK1066  COUNTRY     -  US
 MK1066  USGS QUAD   -  WEST POINT SE (2017)
 MK1066
 MK1066                         *CURRENT SURVEY CONTROL
 MK1066  ______________________________________________________________________
 MK1066* NAD 83(1986) POSITION- 41 49 44.     (N) 096 34 53.     (W)   SCALED
 MK1066* NAVD 88 ORTHO HEIGHT -   430.394 (meters)     1412.05  (feet) ADJUSTED
 MK1066  ______________________________________________________________________
 MK1066  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 MK1066  DYNAMIC HEIGHT  -        430.235 (meters)     1411.53  (feet) COMP
 MK1066  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 MK1066
 MK1066  VERT ORDER      -  SECOND    CLASS 0
 MK1066
 MK1066.The horizontal coordinates were scaled from a map and have
 MK1066.an estimated accuracy of +/- 6 seconds.
 MK1066
 MK1066.The orthometric height was determined by differential leveling and
 MK1066.adjusted by the NATIONAL GEODETIC SURVEY
 MK1066.in June 1991.
 MK1066
 MK1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1066.GEOID18 height accuracy estimate available here.
 MK1066
 MK1066.Click photographs - Photos may exist for this station.
 MK1066
 MK1066.The dynamic height is computed by dividing the NAVD 88
 MK1066.geopotential number by the normal gravity value computed on the
 MK1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1066.degrees latitude (g = 980.6199 gals.).
 MK1066
 MK1066.The modeled gravity was interpolated from observed gravity values.
 MK1066
 MK1066;                    North         East    Units  Estimated Accuracy
 MK1066;SPC NE       -   227,170.      783,830.      MT  (+/- 180 meters Scaled)
 MK1066
 MK1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM008336(NAD 83)
 MK1066
 MK1066                          SUPERSEDED SURVEY CONTROL
 MK1066
 MK1066  NGVD 29 (??/??/92)  430.254  (m)         1411.59   (f) ADJ UNCH    2 0
 MK1066
 MK1066.Superseded values are not recommended for survey control.
 MK1066
 MK1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1066.See file dsdata.pdf to determine how the superseded data were derived.
 MK1066
 MK1066_MARKER: DB = BENCH MARK DISK
 MK1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1066_STAMPING: F 139 1935
 MK1066_MARK LOGO: CGS
 MK1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1066+STABILITY: SURFACE MOTION
 MK1066
 MK1066  HISTORY     - Date     Condition        Report By
 MK1066  HISTORY     - 1935     MONUMENTED       CGS
 MK1066  HISTORY     - 1957     GOOD             CGS
 MK1066
 MK1066                          STATION DESCRIPTION
 MK1066
 MK1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1066'6 MI W FROM OAKLAND.
 MK1066'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT,
 MK1066'ON TOP OF LARGE HILL, 58.9 FEET WEST OF THE CENTER OF ROAD TO
 MK1066'P.J. PETERSON FARM HOUSE, 34.2 FEET SOUTHEAST OF LARGE COTTON
 MK1066'WOOD TREE, 29.0 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 2.0
 MK1066'FEET SOUTH OF FENCE.
 MK1066
 MK1066                          STATION RECOVERY (1957)
 MK1066
 MK1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1067 ***********************************************************************
 MK1067  DESIGNATION -  F 139 RESET
 MK1067  PID         -  MK1067
 MK1067  STATE/COUNTY-  NE/CUMING
 MK1067  COUNTRY     -  US
 MK1067  USGS QUAD   -  WEST POINT SE (2017)
 MK1067
 MK1067                         *CURRENT SURVEY CONTROL
 MK1067  ______________________________________________________________________
 MK1067* NAD 83(1986) POSITION- 41 49 43.4    (N) 096 34 51.1    (W)   HD_HELD2
 MK1067* NAVD 88 ORTHO HEIGHT -   430.99  (meters)     1414.0   (feet) RESET
 MK1067  ______________________________________________________________________
 MK1067  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 MK1067  VERT ORDER      -  THIRD
 MK1067
 MK1067.The horizontal coordinates were established by autonomous hand held GPS
 MK1067.observations and have an estimated accuracy of +/- 10 meters.
 MK1067
 MK1067.The orthometric height was computed from unverified reset data.
 MK1067
 MK1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1067.GEOID18 height accuracy estimate available here.
 MK1067
 MK1067.Click photographs - Photos may exist for this station.
 MK1067
 MK1067;                    North         East    Units  Estimated Accuracy
 MK1067;SPC NE       -   227,154.      783,870.      MT  (+/- 10 meters HH2 GPS)
 MK1067
 MK1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0089033588(NAD 83)
 MK1067
 MK1067                          SUPERSEDED SURVEY CONTROL
 MK1067
 MK1067  NGVD 29 (??/??/??)  430.85   (m)         1413.5    (f) RESET       3  
 MK1067
 MK1067.Superseded values are not recommended for survey control.
 MK1067
 MK1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1067.See file dsdata.pdf to determine how the superseded data were derived.
 MK1067
 MK1067_MARKER: DB = BENCH MARK DISK
 MK1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1067_STAMPING: F 139 1935 RESET 1957
 MK1067_MARK LOGO: CGS
 MK1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1067+STABILITY: SURFACE MOTION
 MK1067
 MK1067  HISTORY     - Date     Condition        Report By
 MK1067  HISTORY     - 1957     MONUMENTED       CGS
 MK1067
 MK1067                          STATION DESCRIPTION
 MK1067
 MK1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1067'6 MI E FROM OAKLAND.
 MK1067'IN CUMING COUNTY, 6.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 MK1067'POST OFFICE IN OAKLAND OR 6.7 MILES EAST ALONG STATE HIGHWAY 9 FROM
 MK1067'THE JUNCTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 9 AT THE
 MK1067'SOUTH EDGE OF WEST POINT, 138 FEET NORTH OF THE NORTHWEST
 MK1067'CORNER OF BRICK PORCH ON THE C.P. PETERSON FARMHOUSE, 105
 MK1067'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 9, 70 FEET NORTH
 MK1067'OF A TELEPHONE POLE, AND 20 FEET WEST OF THE CENTER OF DRIVEWAY
 MK1067'TO C.P. PETERSON FARMHOUSE.  THE MARK PROJECTS 4 INCHES AND THE
 MK1067'DISK IS STAMPED F 139 1935 RESET 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0435 ***********************************************************************
 LG0435  DESIGNATION -  F 14
 LG0435  PID         -  LG0435
 LG0435  STATE/COUNTY-  NE/SALINE
 LG0435  COUNTRY     -  US
 LG0435  USGS QUAD   -  FRIEND (2017)
 LG0435
 LG0435                         *CURRENT SURVEY CONTROL
 LG0435  ______________________________________________________________________
 LG0435* NAD 83(1986) POSITION- 40 39 20.7    (N) 097 16 24.5    (W)   HD_HELD2
 LG0435* NAVD 88 ORTHO HEIGHT -   475.319 (meters)     1559.44  (feet) ADJUSTED
 LG0435  ______________________________________________________________________
 LG0435  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 LG0435  DYNAMIC HEIGHT  -        475.059 (meters)     1558.59  (feet) COMP
 LG0435  MODELED GRAVITY -    980,062.9   (mgal)                       NAVD 88
 LG0435
 LG0435  VERT ORDER      -  FIRST     CLASS II
 LG0435
 LG0435.The horizontal coordinates were established by autonomous hand held GPS
 LG0435.observations and have an estimated accuracy of +/- 10 meters.
 LG0435
 LG0435.The orthometric height was determined by differential leveling and
 LG0435.adjusted by the NATIONAL GEODETIC SURVEY
 LG0435.in May 1993.
 LG0435
 LG0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0435.GEOID18 height accuracy estimate available here.
 LG0435
 LG0435.Click photographs - Photos may exist for this station.
 LG0435
 LG0435.The dynamic height is computed by dividing the NAVD 88
 LG0435.geopotential number by the normal gravity value computed on the
 LG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0435.degrees latitude (g = 980.6199 gals.).
 LG0435
 LG0435.The modeled gravity was interpolated from observed gravity values.
 LG0435
 LG0435;                    North         East    Units  Estimated Accuracy
 LG0435;SPC NE       -    94,947.      730,495.      MT  (+/- 10 meters HH2 GPS)
 LG0435
 LG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4595901976(NAD 83)
 LG0435
 LG0435                          SUPERSEDED SURVEY CONTROL
 LG0435
 LG0435  NAVD 88 (06/15/91)  475.324  (m)         1559.46   (f) SUPERSEDED  1 2
 LG0435  NGVD 29 (??/??/92)  475.160  (m)         1558.92   (f) ADJ UNCH    1 2
 LG0435
 LG0435.Superseded values are not recommended for survey control.
 LG0435
 LG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0435.See file dsdata.pdf to determine how the superseded data were derived.
 LG0435
 LG0435_MARKER: DB = BENCH MARK DISK
 LG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0435_STAMPING: F 14 1933 1558.796
 LG0435_MARK LOGO: CGS
 LG0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0435+STABILITY: SURFACE MOTION
 LG0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0435+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0435
 LG0435  HISTORY     - Date     Condition        Report By
 LG0435  HISTORY     - 1933     MONUMENTED       CGS
 LG0435  HISTORY     - 1940     GOOD             CGS
 LG0435  HISTORY     - 19911008 GOOD             NGS
 LG0435  HISTORY     - 20120711 POOR             GEOCAC
 LG0435
 LG0435                          STATION DESCRIPTION
 LG0435
 LG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0435'0.7 MI E FROM FRIEND.
 LG0435'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0435'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.5 MILE WEST OF
 LG0435'MILEPOST 96, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 59 FEET
 LG0435'SOUTHEAST OF THE CENTER OF THE CROSSING, 49 FEET SOUTH OF THE
 LG0435'CENTERLINE OF THE TRACK, 35 FEET EAST OF THE CENTERLINE OF THE
 LG0435'ROAD, 12 FEET EAST OF A FENCE CORNER, AND 2.2 FEET NORTH OF A
 LG0435'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1558.796 F
 LG0435'14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LG0435'FOOT ABOVE GROUND.
 LG0435
 LG0435                          STATION RECOVERY (1991)
 LG0435
 LG0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0435'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0435'IN CRETE, THENCE 9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0435'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG COUNTY ROAD 600 (PAGE STREET)
 LG0435', 14.2 M (46.6 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0435'RAILROAD, 13.0 M (42.7 FT) WEST OF A UTILITY POLE WITH A GUY CABLE,
 LG0435'10.3 M (33.8 FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 4.8 M (15.7
 LG0435'FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 LG0435'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LG0435'NOTE--THE DISK HAS BEEN SCRAPPED AND THE NORTH AND WEST SIDES OF THE
 LG0435'MONUMENT ARE CHIPPED, BUT IT IS SOLID IN PLACE.
 LG0435
 LG0435                          STATION RECOVERY (2012)
 LG0435
 LG0435'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0435'FOUND THE CONCRETE MONUMENT AT THE DESCRIBED LOCATION.  THE MONUMENT
 LG0435'HAS BEEN STRUCK BY MACHINERY, AND THE TOP OF THE MONUMENT AND THE DISK
 LG0435'ARE MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0603 ***********************************************************************
 NM0603  DESIGNATION -  F 140
 NM0603  PID         -  NM0603
 NM0603  STATE/COUNTY-  NE/THURSTON
 NM0603  COUNTRY     -  US
 NM0603  USGS QUAD   -  THURSTON (2017)
 NM0603
 NM0603                         *CURRENT SURVEY CONTROL
 NM0603  ______________________________________________________________________
 NM0603* NAD 83(1986) POSITION- 42 14 29.     (N) 096 42 26.     (W)   SCALED
 NM0603* NAVD 88 ORTHO HEIGHT -   424.796 (meters)     1393.68  (feet) ADJUSTED
 NM0603  ______________________________________________________________________
 NM0603  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 NM0603  DYNAMIC HEIGHT  -        424.650 (meters)     1393.21  (feet) COMP
 NM0603  MODELED GRAVITY -    980,265.2   (mgal)                       NAVD 88
 NM0603
 NM0603  VERT ORDER      -  SECOND    CLASS 0
 NM0603
 NM0603.The horizontal coordinates were scaled from a map and have
 NM0603.an estimated accuracy of +/- 6 seconds.
 NM0603
 NM0603.The orthometric height was determined by differential leveling and
 NM0603.adjusted by the NATIONAL GEODETIC SURVEY
 NM0603.in June 1991.
 NM0603
 NM0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0603.GEOID18 height accuracy estimate available here.
 NM0603
 NM0603.Click photographs - Photos may exist for this station.
 NM0603
 NM0603.The dynamic height is computed by dividing the NAVD 88
 NM0603.geopotential number by the normal gravity value computed on the
 NM0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0603.degrees latitude (g = 980.6199 gals.).
 NM0603
 NM0603.The modeled gravity was interpolated from observed gravity values.
 NM0603
 NM0603;                    North         East    Units  Estimated Accuracy
 NM0603;SPC NE       -   272,540.      771,640.      MT  (+/- 180 meters Scaled)
 NM0603
 NM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM891791(NAD 83)
 NM0603
 NM0603                          SUPERSEDED SURVEY CONTROL
 NM0603
 NM0603  NGVD 29 (??/??/92)  424.628  (m)         1393.13   (f) ADJ UNCH    2 0
 NM0603
 NM0603.Superseded values are not recommended for survey control.
 NM0603
 NM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0603.See file dsdata.pdf to determine how the superseded data were derived.
 NM0603
 NM0603_MARKER: DB = BENCH MARK DISK
 NM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0603_STAMPING: F 140 1935
 NM0603_MARK LOGO: CGS
 NM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0603+STABILITY: SURFACE MOTION
 NM0603
 NM0603  HISTORY     - Date     Condition        Report By
 NM0603  HISTORY     - 1935     MONUMENTED       CGS
 NM0603  HISTORY     - 1966     GOOD             CGS
 NM0603
 NM0603                          STATION DESCRIPTION
 NM0603
 NM0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0603'2.7 MI S FROM EMERSON.
 NM0603'2.7 MILES SOUTH OF DEPOT ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0603'AND OMAHA RAILROAD BETWEEN LYONS AND EMERSON, 45.8 FEET NORTHWEST
 NM0603'OF THE NORTHWEST CORNER OF RAILROAD CULVERT NO. 72, 44.8 FEET
 NM0603'WEST OF THE WEST RAIL, 3.0 FEET EAST OF THE RIGHT OF WAY FENCE.
 NM0603
 NM0603                          STATION RECOVERY (1966)
 NM0603
 NM0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1180 ***********************************************************************
 MK1180  DESIGNATION -  F 141
 MK1180  PID         -  MK1180
 MK1180  STATE/COUNTY-  NE/STANTON
 MK1180  COUNTRY     -  US
 MK1180  USGS QUAD   -  STANTON NE (2017)
 MK1180
 MK1180                         *CURRENT SURVEY CONTROL
 MK1180  ______________________________________________________________________
 MK1180* NAD 83(1986) POSITION- 41 59 29.     (N) 097 06 49.     (W)   SCALED
 MK1180* NAVD 88 ORTHO HEIGHT -   433.327 (meters)     1421.67  (feet) ADJUSTED
 MK1180  ______________________________________________________________________
 MK1180  GEOID HEIGHT    -        -24.797 (meters)                     GEOID18
 MK1180  DYNAMIC HEIGHT  -        433.165 (meters)     1421.14  (feet) COMP
 MK1180  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 MK1180
 MK1180  VERT ORDER      -  SECOND    CLASS 0
 MK1180
 MK1180.The horizontal coordinates were scaled from a map and have
 MK1180.an estimated accuracy of +/- 6 seconds.
 MK1180
 MK1180.The orthometric height was determined by differential leveling and
 MK1180.adjusted by the NATIONAL GEODETIC SURVEY
 MK1180.in June 1991.
 MK1180
 MK1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1180.GEOID18 height accuracy estimate available here.
 MK1180
 MK1180.Click photographs - Photos may exist for this station.
 MK1180
 MK1180.The dynamic height is computed by dividing the NAVD 88
 MK1180.geopotential number by the normal gravity value computed on the
 MK1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1180.degrees latitude (g = 980.6199 gals.).
 MK1180
 MK1180.The modeled gravity was interpolated from observed gravity values.
 MK1180
 MK1180;                    North         East    Units  Estimated Accuracy
 MK1180;SPC NE       -   243,590.      739,050.      MT  (+/- 180 meters Scaled)
 MK1180
 MK1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM562505(NAD 83)
 MK1180
 MK1180                          SUPERSEDED SURVEY CONTROL
 MK1180
 MK1180  NGVD 29 (??/??/92)  433.161  (m)         1421.13   (f) ADJ UNCH    2 0
 MK1180
 MK1180.Superseded values are not recommended for survey control.
 MK1180
 MK1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1180.See file dsdata.pdf to determine how the superseded data were derived.
 MK1180
 MK1180_MARKER: DB = BENCH MARK DISK
 MK1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1180_STAMPING: F 141 1935
 MK1180_MARK LOGO: CGS
 MK1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1180+STABILITY: SURFACE MOTION
 MK1180
 MK1180  HISTORY     - Date     Condition        Report By
 MK1180  HISTORY     - 1935     MONUMENTED       CGS
 MK1180
 MK1180                          STATION DESCRIPTION
 MK1180
 MK1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1180'3.3 MI W FROM PILGER.
 MK1180'3.3 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1180'RAILROAD BETWEEN PILGER AND NORFOLK, ABOUT 1500 FEET EAST OF
 MK1180'THE RAILROAD BRIDGE NO. 98 1/2, 39.5 FEET SOUTH OF THE SOUTH
 MK1180'RAIL, 3.0 FEET WEST OF MILE POST NO. 63.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0645 ***********************************************************************
 LG0645  DESIGNATION -  F 15 RESET
 LG0645  PID         -  LG0645
 LG0645  STATE/COUNTY-  NE/FILLMORE
 LG0645  COUNTRY     -  US
 LG0645  USGS QUAD   -  GRAFTON (2017)
 LG0645
 LG0645                         *CURRENT SURVEY CONTROL
 LG0645  ______________________________________________________________________
 LG0645* NAD 83(1986) POSITION- 40 37 58.54   (N) 097 39 22.82   (W)   HD_HELD1
 LG0645* NAVD 88 ORTHO HEIGHT -   508.352 (meters)     1667.82  (feet) ADJUSTED
 LG0645  ______________________________________________________________________
 LG0645  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 LG0645  DYNAMIC HEIGHT  -        508.073 (meters)     1666.90  (feet) COMP
 LG0645  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 LG0645
 LG0645  VERT ORDER      -  FIRST     CLASS II
 LG0645
 LG0645.The horizontal coordinates were determined by differentially corrected
 LG0645.hand held GPS observations or other comparable positioning techniques
 LG0645.and have an estimated accuracy of +/- 3 meters.
 LG0645
 LG0645.The orthometric height was determined by differential leveling and
 LG0645.adjusted by the NATIONAL GEODETIC SURVEY
 LG0645.in May 1993.
 LG0645
 LG0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0645.GEOID18 height accuracy estimate available here.
 LG0645
 LG0645.Click photographs - Photos may exist for this station.
 LG0645
 LG0645.The dynamic height is computed by dividing the NAVD 88
 LG0645.geopotential number by the normal gravity value computed on the
 LG0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0645.degrees latitude (g = 980.6199 gals.).
 LG0645
 LG0645.The modeled gravity was interpolated from observed gravity values.
 LG0645
 LG0645;                    North         East    Units  Estimated Accuracy
 LG0645;SPC NE       -    91,464.9     698,205.1     MT  (+/- 3 meters HH1 GPS) 
 LG0645
 LG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1363098877(NAD 83)
 LG0645
 LG0645                          SUPERSEDED SURVEY CONTROL
 LG0645
 LG0645.No superseded survey control is available for this station.
 LG0645
 LG0645_MARKER: DB = BENCH MARK DISK
 LG0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0645_STAMPING: F 15 RESET 1970
 LG0645_MARK LOGO: CGS
 LG0645_PROJECTION: FLUSH
 LG0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0645+STABILITY: SURFACE MOTION
 LG0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0645+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LG0645
 LG0645  HISTORY     - Date     Condition        Report By
 LG0645  HISTORY     - 1970     MONUMENTED       NGS
 LG0645  HISTORY     - 19911007 GOOD             NGS
 LG0645  HISTORY     - 20200728 GOOD             WSRR
 LG0645
 LG0645                          STATION DESCRIPTION
 LG0645
 LG0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LG0645'3.2 MI E FROM GRAFTON.
 LG0645'ABOUT 3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0645'RAILROAD FROM THE STATION AT GRAFTON, 0.4 MILE EAST OF MILEPOST
 LG0645'117, 850 FEET WEST OF A ROAD CROSSING, 85 FEET NORTH OF THE
 LG0645'CENTER OF U.S. HIGHWAY 6, 52 FEET SOUTH OF THE SOUTH RAIL OF
 LG0645'RAILROAD TRACKS, 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 LG0645'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0645'NOTE-- THIS MARK WAS USED FOR THE AZIMUTH MARK FOR TRIANGULATION
 LG0645'STATION CHICAGO 2 1970 WHICH IS 0.4 MILE WEST ON THE NORTH SIDE
 LG0645'OF U.S. HIGHWAY 6.
 LG0645
 LG0645                          STATION RECOVERY (1991)
 LG0645
 LG0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0645'5.1 KM (3.15 MI) WESTERLY ALONG U.S. 6 FROM THE JUNCTION OF U.S.
 LG0645'HIGHWAY 81 IN FAIRMONT, 0.3 KM (0.20 MI) WEST OF THE INTERSECTION OF
 LG0645'A GRAVELED ROAD, 25.9 M (85.0 FT) NORTH OF THE HIGHWAY CENTERLINE,
 LG0645'15.8 M (51.8 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0645'RAILROAD, 8.0 M (26.2 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT)
 LG0645'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LG0645'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0645
 LG0645                          STATION RECOVERY (2020)
 LG0645
 LG0645'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0214 ***********************************************************************
 LJ0214  DESIGNATION -  F 159
 LJ0214  PID         -  LJ0214
 LJ0214  STATE/COUNTY-  NE/HITCHCOCK
 LJ0214  COUNTRY     -  US
 LJ0214  USGS QUAD   -  PALISADE (2017)
 LJ0214
 LJ0214                         *CURRENT SURVEY CONTROL
 LJ0214  ______________________________________________________________________
 LJ0214* NAD 83(1986) POSITION- 40 17 54.     (N) 101 01 20.     (W)   SCALED
 LJ0214* NAVD 88 ORTHO HEIGHT -   821.001 (meters)     2693.57  (feet) ADJUSTED
 LJ0214  ______________________________________________________________________
 LJ0214  GEOID HEIGHT    -        -23.364 (meters)                     GEOID18
 LJ0214  DYNAMIC HEIGHT  -        820.449 (meters)     2691.76  (feet) COMP
 LJ0214  MODELED GRAVITY -    979,925.9   (mgal)                       NAVD 88
 LJ0214
 LJ0214  VERT ORDER      -  SECOND    CLASS 0
 LJ0214
 LJ0214.The horizontal coordinates were scaled from a map and have
 LJ0214.an estimated accuracy of +/- 6 seconds.
 LJ0214
 LJ0214.The orthometric height was determined by differential leveling and
 LJ0214.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0214.in June 1991.
 LJ0214
 LJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0214.GEOID18 height accuracy estimate available here.
 LJ0214
 LJ0214.Click photographs - Photos may exist for this station.
 LJ0214
 LJ0214.The dynamic height is computed by dividing the NAVD 88
 LJ0214.geopotential number by the normal gravity value computed on the
 LJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0214.degrees latitude (g = 980.6199 gals.).
 LJ0214
 LJ0214.The modeled gravity was interpolated from observed gravity values.
 LJ0214
 LJ0214;                    North         East    Units  Estimated Accuracy
 LJ0214;SPC NE       -    52,140.      413,100.      MT  (+/- 180 meters Scaled)
 LJ0214
 LJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK281628(NAD 83)
 LJ0214
 LJ0214                          SUPERSEDED SURVEY CONTROL
 LJ0214
 LJ0214  NGVD 29 (??/??/92)  820.669  (m)         2692.48   (f) ADJ UNCH    2 0
 LJ0214
 LJ0214.Superseded values are not recommended for survey control.
 LJ0214
 LJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0214.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0214
 LJ0214_MARKER: DB = BENCH MARK DISK
 LJ0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0214_SP_SET: BRIDGE
 LJ0214_STAMPING: F 159 1934
 LJ0214_MARK LOGO: CGS
 LJ0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0214
 LJ0214  HISTORY     - Date     Condition        Report By
 LJ0214  HISTORY     - 1934     MONUMENTED       CGS
 LJ0214  HISTORY     - 1941     GOOD             CGS
 LJ0214
 LJ0214                          STATION DESCRIPTION
 LJ0214
 LJ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0214'2.9 MI W FROM BEVERLY.
 LJ0214'ON U.S. HIGHWAY 6, AT SOUTHWEST CORNER OF CONCRETE BRIDGE.
 LJ0214'ON HIGHWAY, 75 FEET NORTH OF RAILROAD BRIDGE 11.94 OF CHICAGO,
 LJ0214'BURLINGTON AND QUINCY RAILROAD.
 LJ0214
 LJ0214                          STATION RECOVERY (1941)
 LJ0214
 LJ0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0258 ***********************************************************************
 LJ0258  DESIGNATION -  F 160
 LJ0258  PID         -  LJ0258
 LJ0258  STATE/COUNTY-  NE/PERKINS
 LJ0258  COUNTRY     -  US
 LJ0258  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0258
 LJ0258                         *CURRENT SURVEY CONTROL
 LJ0258  ______________________________________________________________________
 LJ0258* NAD 83(1986) POSITION- 40 56 41.33   (N) 101 43 42.61   (W)   HD_HELD1
 LJ0258* NAVD 88 ORTHO HEIGHT -  1040.675 (meters)     3414.28  (feet) ADJUSTED
 LJ0258  ______________________________________________________________________
 LJ0258  GEOID HEIGHT    -        -21.272 (meters)                     GEOID18
 LJ0258  DYNAMIC HEIGHT  -       1040.002 (meters)     3412.07  (feet) COMP
 LJ0258  MODELED GRAVITY -    979,941.7   (mgal)                       NAVD 88
 LJ0258
 LJ0258  VERT ORDER      -  SECOND    CLASS 0
 LJ0258
 LJ0258.The horizontal coordinates were determined by differentially corrected
 LJ0258.hand held GPS observations or other comparable positioning techniques
 LJ0258.and have an estimated accuracy of +/- 3 meters.
 LJ0258
 LJ0258.The orthometric height was determined by differential leveling and
 LJ0258.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0258.in June 1991.
 LJ0258
 LJ0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0258.GEOID18 height accuracy estimate available here.
 LJ0258
 LJ0258.Click photographs - Photos may exist for this station.
 LJ0258
 LJ0258.The dynamic height is computed by dividing the NAVD 88
 LJ0258.geopotential number by the normal gravity value computed on the
 LJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0258.degrees latitude (g = 980.6199 gals.).
 LJ0258
 LJ0258.The modeled gravity was interpolated from observed gravity values.
 LJ0258
 LJ0258;                    North         East    Units  Estimated Accuracy
 LJ0258;SPC NE       -   124,858.6     354,503.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0258
 LJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7032536216(NAD 83)
 LJ0258
 LJ0258                          SUPERSEDED SURVEY CONTROL
 LJ0258
 LJ0258  NGVD 29 (??/??/92) 1040.248  (m)         3412.88   (f) ADJ UNCH    2 0
 LJ0258
 LJ0258.Superseded values are not recommended for survey control.
 LJ0258
 LJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0258.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0258
 LJ0258_MARKER: DB = BENCH MARK DISK
 LJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0258_STAMPING: F 160 1934
 LJ0258_MARK LOGO: CGS
 LJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0258+STABILITY: SURFACE MOTION
 LJ0258
 LJ0258  HISTORY     - Date     Condition        Report By
 LJ0258  HISTORY     - 1934     MONUMENTED       CGS
 LJ0258  HISTORY     - 1959     GOOD             CGS
 LJ0258
 LJ0258                          STATION DESCRIPTION
 LJ0258
 LJ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LJ0258'7.4 MI N FROM GRANT.
 LJ0258'7.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0258'AND QUINCY RAILROAD WATER TANK AT GRANT, 30 FEET SOUTH OF AN
 LJ0258'EAST-WEST FENCE LINE, 145 FEET WEST OF THE CENTERLINE OF THE
 LJ0258'HIGHWAY, AND NEAR THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LJ0258'F 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0275 ***********************************************************************
 LJ0275  DESIGNATION -  F 161
 LJ0275  PID         -  LJ0275
 LJ0275  STATE/COUNTY-  NE/PERKINS
 LJ0275  COUNTRY     -  US
 LJ0275  USGS QUAD   -  BRANDON SE (2017)
 LJ0275
 LJ0275                         *CURRENT SURVEY CONTROL
 LJ0275  ______________________________________________________________________
 LJ0275* NAD 83(1986) POSITION- 40 48 54.50   (N) 101 52 20.75   (W)   HD_HELD1
 LJ0275* NAVD 88 ORTHO HEIGHT -  1061.612 (meters)     3482.97  (feet) ADJUSTED
 LJ0275  ______________________________________________________________________
 LJ0275  GEOID HEIGHT    -        -21.274 (meters)                     GEOID18
 LJ0275  DYNAMIC HEIGHT  -       1060.900 (meters)     3480.64  (feet) COMP
 LJ0275  MODELED GRAVITY -    979,917.6   (mgal)                       NAVD 88
 LJ0275
 LJ0275  VERT ORDER      -  SECOND    CLASS 0
 LJ0275
 LJ0275.The horizontal coordinates were determined by differentially corrected
 LJ0275.hand held GPS observations or other comparable positioning techniques
 LJ0275.and have an estimated accuracy of +/- 3 meters.
 LJ0275
 LJ0275.The orthometric height was determined by differential leveling and
 LJ0275.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0275.in June 1991.
 LJ0275
 LJ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0275.GEOID18 height accuracy estimate available here.
 LJ0275
 LJ0275.Click photographs - Photos may exist for this station.
 LJ0275
 LJ0275.The dynamic height is computed by dividing the NAVD 88
 LJ0275.geopotential number by the normal gravity value computed on the
 LJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0275.degrees latitude (g = 980.6199 gals.).
 LJ0275
 LJ0275.The modeled gravity was interpolated from observed gravity values.
 LJ0275
 LJ0275;                    North         East    Units  Estimated Accuracy
 LJ0275;SPC NE       -   110,717.7     342,078.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0275
 LJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5773522207(NAD 83)
 LJ0275
 LJ0275                          SUPERSEDED SURVEY CONTROL
 LJ0275
 LJ0275  NGVD 29 (??/??/92) 1061.178  (m)         3481.55   (f) ADJ UNCH    2 0
 LJ0275
 LJ0275.Superseded values are not recommended for survey control.
 LJ0275
 LJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0275.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0275
 LJ0275_MARKER: DB = BENCH MARK DISK
 LJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0275_STAMPING: F 161 1934
 LJ0275_MARK LOGO: CGS
 LJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0275+STABILITY: SURFACE MOTION
 LJ0275
 LJ0275  HISTORY     - Date     Condition        Report By
 LJ0275  HISTORY     - 1934     MONUMENTED       CGS
 LJ0275
 LJ0275                          STATION DESCRIPTION
 LJ0275
 LJ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0275'8 MI W FROM GRANT.
 LJ0275'8.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0275'FROM THE WATER TANK AT GRANT, PERKINS COUNTY, AT MILEPOST 152,
 LJ0275'39 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 39 FEET NORTH OF
 LJ0275'THE CENTERLINE OF STATE HIGHWAY 23, AND IN LINE WITH A ROW
 LJ0275'OF POLES.  A STANDARD DISK, STAMPED F 161 1934 AND SET IN THE
 LJ0275'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0245 ***********************************************************************
 LJ0245  DESIGNATION -  F 162
 LJ0245  PID         -  LJ0245
 LJ0245  STATE/COUNTY-  NE/DUNDY
 LJ0245  COUNTRY     -  US
 LJ0245  USGS QUAD   -  ARROWHEAD LAKE (2017)
 LJ0245
 LJ0245                         *CURRENT SURVEY CONTROL
 LJ0245  ______________________________________________________________________
 LJ0245* NAD 83(1986) POSITION- 40 11 34.     (N) 101 30 42.     (W)   SCALED
 LJ0245* NAVD 88 ORTHO HEIGHT -   956.757 (meters)     3138.96  (feet) ADJUSTED
 LJ0245  ______________________________________________________________________
 LJ0245  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 LJ0245  DYNAMIC HEIGHT  -        956.078 (meters)     3136.73  (feet) COMP
 LJ0245  MODELED GRAVITY -    979,883.9   (mgal)                       NAVD 88
 LJ0245
 LJ0245  VERT ORDER      -  SECOND    CLASS 0
 LJ0245
 LJ0245.The horizontal coordinates were scaled from a map and have
 LJ0245.an estimated accuracy of +/- 6 seconds.
 LJ0245
 LJ0245.The orthometric height was determined by differential leveling and
 LJ0245.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0245.in June 1991.
 LJ0245
 LJ0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0245.GEOID18 height accuracy estimate available here.
 LJ0245
 LJ0245.Click photographs - Photos may exist for this station.
 LJ0245
 LJ0245.The dynamic height is computed by dividing the NAVD 88
 LJ0245.geopotential number by the normal gravity value computed on the
 LJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0245.degrees latitude (g = 980.6199 gals.).
 LJ0245
 LJ0245.The modeled gravity was interpolated from observed gravity values.
 LJ0245
 LJ0245;                    North         East    Units  Estimated Accuracy
 LJ0245;SPC NE       -    41,040.      371,290.      MT  (+/- 180 meters Scaled)
 LJ0245
 LJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK861521(NAD 83)
 LJ0245
 LJ0245                          SUPERSEDED SURVEY CONTROL
 LJ0245
 LJ0245  NGVD 29 (??/??/92)  956.390  (m)         3137.76   (f) ADJ UNCH    2 0
 LJ0245
 LJ0245.Superseded values are not recommended for survey control.
 LJ0245
 LJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0245.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0245
 LJ0245_MARKER: DB = BENCH MARK DISK
 LJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0245_STAMPING: F 162 1934
 LJ0245_MARK LOGO: CGS
 LJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0245+STABILITY: SURFACE MOTION
 LJ0245
 LJ0245  HISTORY     - Date     Condition        Report By
 LJ0245  HISTORY     - 1934     MONUMENTED       CGS
 LJ0245  HISTORY     - 1959     GOOD             CGS
 LJ0245  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0245
 LJ0245                          STATION DESCRIPTION
 LJ0245
 LJ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LJ0245'10.4 MI N FROM BENKELMAN.
 LJ0245'10.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0245'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, 27 FEET
 LJ0245'NORTH OF THE CENTERLINE OF A CROSS ROAD, AND 45 FEET EAST
 LJ0245'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LJ0245'F 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0245
 LJ0245                          STATION RECOVERY (1973)
 LJ0245
 LJ0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0168 ***********************************************************************
 LJ0168  DESIGNATION -  F 163
 LJ0168  PID         -  LJ0168
 LJ0168  STATE/COUNTY-  NE/LINCOLN
 LJ0168  COUNTRY     -  US
 LJ0168  USGS QUAD   -  MELTON RANCH AIRPORT (2017)
 LJ0168
 LJ0168                         *CURRENT SURVEY CONTROL
 LJ0168  ______________________________________________________________________
 LJ0168* NAD 83(1986) POSITION- 40 49 03.     (N) 101 03 26.     (W)   SCALED
 LJ0168* NAVD 88 ORTHO HEIGHT -   953.252 (meters)     3127.46  (feet) ADJUSTED
 LJ0168  ______________________________________________________________________
 LJ0168  GEOID HEIGHT    -        -22.521 (meters)                     GEOID18
 LJ0168  DYNAMIC HEIGHT  -        952.628 (meters)     3125.41  (feet) COMP
 LJ0168  MODELED GRAVITY -    979,938.1   (mgal)                       NAVD 88
 LJ0168
 LJ0168  VERT ORDER      -  SECOND    CLASS 0
 LJ0168
 LJ0168.The horizontal coordinates were scaled from a map and have
 LJ0168.an estimated accuracy of +/- 6 seconds.
 LJ0168
 LJ0168.The orthometric height was determined by differential leveling and
 LJ0168.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0168.in June 1991.
 LJ0168
 LJ0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0168.GEOID18 height accuracy estimate available here.
 LJ0168
 LJ0168.Click photographs - Photos may exist for this station.
 LJ0168
 LJ0168.The dynamic height is computed by dividing the NAVD 88
 LJ0168.geopotential number by the normal gravity value computed on the
 LJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0168.degrees latitude (g = 980.6199 gals.).
 LJ0168
 LJ0168.The modeled gravity was interpolated from observed gravity values.
 LJ0168
 LJ0168;                    North         East    Units  Estimated Accuracy
 LJ0168;SPC NE       -   109,820.      410,830.      MT  (+/- 180 meters Scaled)
 LJ0168
 LJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL265205(NAD 83)
 LJ0168
 LJ0168                          SUPERSEDED SURVEY CONTROL
 LJ0168
 LJ0168  NGVD 29 (??/??/92)  952.853  (m)         3126.15   (f) ADJ UNCH    2 0
 LJ0168
 LJ0168.Superseded values are not recommended for survey control.
 LJ0168
 LJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0168.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0168
 LJ0168_MARKER: DB = BENCH MARK DISK
 LJ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0168_STAMPING: F 163 1934
 LJ0168_MARK LOGO: CGS
 LJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0168+STABILITY: SURFACE MOTION
 LJ0168
 LJ0168  HISTORY     - Date     Condition        Report By
 LJ0168  HISTORY     - 1934     MONUMENTED       CGS
 LJ0168  HISTORY     - 1941     GOOD             CGS
 LJ0168  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0168
 LJ0168                          STATION DESCRIPTION
 LJ0168
 LJ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0168'3.4 MI W FROM DICKENS.
 LJ0168'3.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0168'FROM THE STATION AT DICKENS, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0168'48 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 18 FEET EAST
 LJ0168'OF THE CENTERLINE OF THE ROAD, 49 FEET SOUTH OF A FENCE, AND
 LJ0168'ABOUT 3 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LJ0168'F 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0168
 LJ0168                          STATION RECOVERY (1973)
 LJ0168
 LJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0815 ***********************************************************************
 LH0815  DESIGNATION -  F 164
 LH0815  PID         -  LH0815
 LH0815  STATE/COUNTY-  NE/PHELPS
 LH0815  COUNTRY     -  US
 LH0815  USGS QUAD   -  BERTRAND (2017)
 LH0815
 LH0815                         *CURRENT SURVEY CONTROL
 LH0815  ______________________________________________________________________
 LH0815* NAD 83(1986) POSITION- 40 31 47.5    (N) 099 38 03.3    (W)   HD_HELD2
 LH0815* NAVD 88 ORTHO HEIGHT -   767.625 (meters)     2518.45  (feet) ADJUSTED
 LH0815  ______________________________________________________________________
 LH0815  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 LH0815  DYNAMIC HEIGHT  -        767.140 (meters)     2516.86  (feet) COMP
 LH0815  MODELED GRAVITY -    979,966.7   (mgal)                       NAVD 88
 LH0815
 LH0815  VERT ORDER      -  SECOND    CLASS 0
 LH0815
 LH0815.The horizontal coordinates were established by autonomous hand held GPS
 LH0815.observations and have an estimated accuracy of +/- 10 meters.
 LH0815
 LH0815.The orthometric height was determined by differential leveling and
 LH0815.adjusted by the NATIONAL GEODETIC SURVEY
 LH0815.in June 1991.
 LH0815
 LH0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0815.GEOID18 height accuracy estimate available here.
 LH0815
 LH0815.Click photographs - Photos may exist for this station.
 LH0815
 LH0815.The dynamic height is computed by dividing the NAVD 88
 LH0815.geopotential number by the normal gravity value computed on the
 LH0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0815.degrees latitude (g = 980.6199 gals.).
 LH0815
 LH0815.The modeled gravity was interpolated from observed gravity values.
 LH0815
 LH0815;                    North         East    Units  Estimated Accuracy
 LH0815;SPC NE       -    77,401.      530,984.      MT  (+/- 10 meters HH2 GPS)
 LH0815
 LH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4628186762(NAD 83)
 LH0815
 LH0815                          SUPERSEDED SURVEY CONTROL
 LH0815
 LH0815  NGVD 29 (??/??/92)  767.319  (m)         2517.45   (f) ADJ UNCH    2 0
 LH0815
 LH0815.Superseded values are not recommended for survey control.
 LH0815
 LH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0815.See file dsdata.pdf to determine how the superseded data were derived.
 LH0815
 LH0815_MARKER: DB = BENCH MARK DISK
 LH0815_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0815+WITH SETTING: PAVEMENT
 LH0815_SP_SET: TANK FOOTING
 LH0815_STAMPING: F 164 1934
 LH0815_MARK LOGO: CGS
 LH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0815+STABILITY: SURFACE MOTION
 LH0815
 LH0815  HISTORY     - Date     Condition        Report By
 LH0815  HISTORY     - 1934     MONUMENTED       CGS
 LH0815  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH0815
 LH0815                          STATION DESCRIPTION
 LH0815
 LH0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0815'AT BERTRAND.
 LH0815'AT BERTRAND, PHELPS COUNTY, 200 FEET NORTH OF THE CHICAGO,
 LH0815'BURLINGTON AND QUINCY RAILROAD STATION, AT THE CITY WATER
 LH0815'TOWER, AND IN THE TOP OF THE CONCRETE FOOTING FOR THE SOUTHWEST
 LH0815'SUPPORT.  A STANDARD DISK, STAMPED F 164 1934.
 LH0815
 LH0815                          STATION RECOVERY (2006)
 LH0815
 LH0815'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0815'THE CONCRETE FOOTING FOR THE SOUTHWEST LEG OF THE TANK SHOWS EVIDENCE
 LH0815'OF REPAIR, AND THE BENCH MARK DISK F 164 IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0131 ***********************************************************************
 LJ0131  DESIGNATION -  F 165
 LJ0131  PID         -  LJ0131
 LJ0131  STATE/COUNTY-  NE/FRONTIER
 LJ0131  COUNTRY     -  US
 LJ0131  USGS QUAD   -  CURTIS (2017)
 LJ0131
 LJ0131                         *CURRENT SURVEY CONTROL
 LJ0131  ______________________________________________________________________
 LJ0131* NAD 83(1986) POSITION- 40 37 59.72   (N) 100 34 37.26   (W)   HD_HELD1
 LJ0131* NAVD 88 ORTHO HEIGHT -   799.888 (meters)     2624.30  (feet) ADJUSTED
 LJ0131  ______________________________________________________________________
 LJ0131  GEOID HEIGHT    -        -23.174 (meters)                     GEOID18
 LJ0131  DYNAMIC HEIGHT  -        799.385 (meters)     2622.65  (feet) COMP
 LJ0131  MODELED GRAVITY -    979,969.7   (mgal)                       NAVD 88
 LJ0131
 LJ0131  VERT ORDER      -  SECOND    CLASS 0
 LJ0131
 LJ0131.The horizontal coordinates were determined by differentially corrected
 LJ0131.hand held GPS observations or other comparable positioning techniques
 LJ0131.and have an estimated accuracy of +/- 3 meters.
 LJ0131
 LJ0131.The orthometric height was determined by differential leveling and
 LJ0131.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0131.in June 1991.
 LJ0131
 LJ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0131.GEOID18 height accuracy estimate available here.
 LJ0131
 LJ0131.Click photographs - Photos may exist for this station.
 LJ0131
 LJ0131.The dynamic height is computed by dividing the NAVD 88
 LJ0131.geopotential number by the normal gravity value computed on the
 LJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0131.degrees latitude (g = 980.6199 gals.).
 LJ0131
 LJ0131.The modeled gravity was interpolated from observed gravity values.
 LJ0131
 LJ0131;                    North         East    Units  Estimated Accuracy
 LJ0131;SPC NE       -    88,977.6     451,195.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0131
 LJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6663599241(NAD 83)
 LJ0131
 LJ0131                          SUPERSEDED SURVEY CONTROL
 LJ0131
 LJ0131  NGVD 29 (??/??/92)  799.537  (m)         2623.15   (f) ADJ UNCH    2 0
 LJ0131
 LJ0131.Superseded values are not recommended for survey control.
 LJ0131
 LJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0131.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0131
 LJ0131_MARKER: DB = BENCH MARK DISK
 LJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0131_STAMPING: F 165 1934
 LJ0131_MARK LOGO: CGS
 LJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0131+STABILITY: SURFACE MOTION
 LJ0131
 LJ0131  HISTORY     - Date     Condition        Report By
 LJ0131  HISTORY     - 1934     MONUMENTED       CGS
 LJ0131  HISTORY     - 1941     GOOD             CGS
 LJ0131
 LJ0131                          STATION DESCRIPTION
 LJ0131
 LJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0131'3 MI SE FROM MAYWOOD.
 LJ0131'3.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0131'RAILROAD FROM THE STATION AT MAYWOOD, FRONTIER COUNTY, ONE RAIL
 LJ0131'WEST OF A ROAD CROSSING, AND 33 FEET NORTH OF THE CENTERLINE
 LJ0131'OF THE TRACK.  A STANDARD DISK, STAMPED F 165 1934 AND SET IN
 LJ0131'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0760 ***********************************************************************
 LH0760  DESIGNATION -  F 166
 LH0760  PID         -  LH0760
 LH0760  STATE/COUNTY-  NE/HARLAN
 LH0760  COUNTRY     -  US
 LH0760  USGS QUAD   -  MASCOT (2017)
 LH0760
 LH0760                         *CURRENT SURVEY CONTROL
 LH0760  ______________________________________________________________________
 LH0760* NAD 83(1986) POSITION- 40 18 19.     (N) 099 32 12.     (W)   SCALED
 LH0760* NAVD 88 ORTHO HEIGHT -   670.699 (meters)     2200.45  (feet) ADJUSTED
 LH0760  ______________________________________________________________________
 LH0760  GEOID HEIGHT    -        -24.793 (meters)                     GEOID18
 LH0760  DYNAMIC HEIGHT  -        670.288 (meters)     2199.10  (feet) COMP
 LH0760  MODELED GRAVITY -    979,991.1   (mgal)                       NAVD 88
 LH0760
 LH0760  VERT ORDER      -  SECOND    CLASS 0
 LH0760
 LH0760.The horizontal coordinates were scaled from a map and have
 LH0760.an estimated accuracy of +/- 6 seconds.
 LH0760
 LH0760.The orthometric height was determined by differential leveling and
 LH0760.adjusted by the NATIONAL GEODETIC SURVEY
 LH0760.in June 1991.
 LH0760
 LH0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0760.GEOID18 height accuracy estimate available here.
 LH0760
 LH0760.Click photographs - Photos may exist for this station.
 LH0760
 LH0760.The dynamic height is computed by dividing the NAVD 88
 LH0760.geopotential number by the normal gravity value computed on the
 LH0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0760.degrees latitude (g = 980.6199 gals.).
 LH0760
 LH0760.The modeled gravity was interpolated from observed gravity values.
 LH0760
 LH0760;                    North         East    Units  Estimated Accuracy
 LH0760;SPC NE       -    52,510.      539,380.      MT  (+/- 180 meters Scaled)
 LH0760
 LH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK543617(NAD 83)
 LH0760
 LH0760                          SUPERSEDED SURVEY CONTROL
 LH0760
 LH0760  NGVD 29 (??/??/92)  670.436  (m)         2199.59   (f) ADJ UNCH    2 0
 LH0760
 LH0760.Superseded values are not recommended for survey control.
 LH0760
 LH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0760.See file dsdata.pdf to determine how the superseded data were derived.
 LH0760
 LH0760_MARKER: DB = BENCH MARK DISK
 LH0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0760_STAMPING: F 166 1934
 LH0760_MARK LOGO: CGS
 LH0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0760+STABILITY: SURFACE MOTION
 LH0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0760+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2018
 LH0760
 LH0760  HISTORY     - Date     Condition        Report By
 LH0760  HISTORY     - 1934     MONUMENTED       CGS
 LH0760  HISTORY     - 20180330 GOOD             NEDR
 LH0760
 LH0760                          STATION DESCRIPTION
 LH0760
 LH0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0760'2.7 MI NE FROM MASCOT.
 LH0760'2.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0760'RAILROAD FROM THE STATION AT MASCOT, HARLAN COUNTY, 600 FEET
 LH0760'SOUTH OF MILEPOST 224, 111 FEET NORTHWEST OF BLOCK SIGNAL 2241,
 LH0760'AT A ROAD CROSSING, 90 FET WEST OF THE CENTER LINE OF THE TRACK,
 LH0760'20 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD,
 LH0760'AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED F 166
 LH0760'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0760
 LH0760                          STATION RECOVERY (2018)
 LH0760
 LH0760'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2018 (CC)
 LH0760'TO REACH FROM US 6 AND 34 / HIGHWAY 4 JUNCTION SOUTH OF ATLANTA
 LH0760'NEBRASKA, PROCEED EAST ON HIGHWAY 4 APPROXIMATELY 0.53 MI (0.85 KM) TO
 LH0760'THE CENTERLINE OF BURLINGTON NORTH RAILROAD TRACKS.  PROCEED SOUTH
 LH0760'APPROXIMATELY 572 FT (174.3 M) ALONG RAILROAD TRACKS TO THE STATION ON
 LH0760'THE RIGHT, WEST OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0597 ***********************************************************************
 LH0597  DESIGNATION -  F 168 RESET
 LH0597  PID         -  LH0597
 LH0597  STATE/COUNTY-  NE/KEARNEY
 LH0597  COUNTRY     -  US
 LH0597  USGS QUAD   -  KEARNEY (2017)
 LH0597
 LH0597                         *CURRENT SURVEY CONTROL
 LH0597  ______________________________________________________________________
 LH0597* NAD 83(1986) POSITION- 40 38 28.16   (N) 099 05 00.87   (W)   HD_HELD1
 LH0597* NAVD 88 ORTHO HEIGHT -   654.45  (meters)     2147.1   (feet) RESET
 LH0597  ______________________________________________________________________
 LH0597  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 LH0597  VERT ORDER      -  THIRD
 LH0597
 LH0597.The horizontal coordinates were determined by differentially corrected
 LH0597.hand held GPS observations or other comparable positioning techniques
 LH0597.and have an estimated accuracy of +/- 3 meters.
 LH0597
 LH0597.The orthometric height was computed from unverified reset data.
 LH0597
 LH0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0597.GEOID18 height accuracy estimate available here.
 LH0597
 LH0597.Click photographs - Photos may exist for this station.
 LH0597
 LH0597;                    North         East    Units  Estimated Accuracy
 LH0597;SPC NE       -    90,102.5     577,501.1     MT  (+/- 3 meters HH1 GPS) 
 LH0597
 LH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9293398926(NAD 83)
 LH0597
 LH0597                          SUPERSEDED SURVEY CONTROL
 LH0597
 LH0597  NGVD 29 (??/??/??)  654.19   (m)         2146.3    (f) RESET       3  
 LH0597
 LH0597.Superseded values are not recommended for survey control.
 LH0597
 LH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0597.See file dsdata.pdf to determine how the superseded data were derived.
 LH0597
 LH0597_MARKER: DB = BENCH MARK DISK
 LH0597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0597_SP_SET: CULVERT HEADWALL
 LH0597_STAMPING: F 168 1934 RESET 1961
 LH0597_MARK LOGO: CGS
 LH0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0597+STABILITY: SURFACE MOTION
 LH0597
 LH0597  HISTORY     - Date     Condition        Report By
 LH0597  HISTORY     - 1961     MONUMENTED       CGS
 LH0597  HISTORY     - 1962     GOOD             CGS
 LH0597
 LH0597                          STATION DESCRIPTION
 LH0597
 LH0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0597'4.1 MI S FROM KEARNEY.
 LH0597'4.1 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LH0597'KEARNEY, 630 FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 10, 26
 LH0597'FEET EAST OF THE CENTERLINE OF HIGHWAY 44 AND SET IN THE TOP OF
 LH0597'A CONCRETE CULVERT HEADWALL ON THE EAST SHOULDER OF THE HIGHWAY.
 LH0597
 LH0597                          STATION RECOVERY (1962)
 LH0597
 LH0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LH0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0352 ***********************************************************************
 LH0352  DESIGNATION -  F 169 RESET
 LH0352  PID         -  LH0352
 LH0352  STATE/COUNTY-  NE/FRANKLIN
 LH0352  COUNTRY     -  US
 LH0352  USGS QUAD   -  MACON (2017)
 LH0352
 LH0352                         *CURRENT SURVEY CONTROL
 LH0352  ______________________________________________________________________
 LH0352* NAD 83(1986) POSITION- 40 13 11.     (N) 098 57 08.     (W)   SCALED
 LH0352* NAVD 88 ORTHO HEIGHT -   648.11  (meters)     2126.3   (feet) RESET
 LH0352  ______________________________________________________________________
 LH0352  GEOID HEIGHT    -        -25.657 (meters)                     GEOID18
 LH0352  VERT ORDER      -  THIRD
 LH0352
 LH0352.The horizontal coordinates were scaled from a map and have
 LH0352.an estimated accuracy of +/- 6 seconds.
 LH0352
 LH0352.The orthometric height was computed from unverified reset data.
 LH0352
 LH0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0352.GEOID18 height accuracy estimate available here.
 LH0352
 LH0352.Click photographs - Photos may exist for this station.
 LH0352
 LH0352;                    North         East    Units  Estimated Accuracy
 LH0352;SPC NE       -    43,440.      589,180.      MT  (+/- 180 meters Scaled)
 LH0352
 LH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040521(NAD 83)
 LH0352
 LH0352                          SUPERSEDED SURVEY CONTROL
 LH0352
 LH0352  NGVD 29 (??/??/??)  647.85   (m)         2125.5    (f) RESET       3  
 LH0352
 LH0352.Superseded values are not recommended for survey control.
 LH0352
 LH0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0352.See file dsdata.pdf to determine how the superseded data were derived.
 LH0352
 LH0352_MARKER: DB = BENCH MARK DISK
 LH0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0352_STAMPING: F 169 RESET 1947
 LH0352_MARK LOGO: CGS
 LH0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0352+STABILITY: SURFACE MOTION
 LH0352
 LH0352  HISTORY     - Date     Condition        Report By
 LH0352  HISTORY     - 1947     MONUMENTED       NEDR
 LH0352  HISTORY     - 1958     GOOD             CGS
 LH0352  HISTORY     - 20080313 MARK NOT FOUND   DUCKS
 LH0352
 LH0352                          STATION DESCRIPTION
 LH0352
 LH0352'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0352'9 MI N FROM FRANKLIN.
 LH0352'9.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO, BURLINGTON
 LH0352'AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN COUNTY,
 LH0352'ABOUT 1 MILE NORTH OF MACON, AT THE INTERSECTION OF A COUNTY
 LH0352'ROAD, 97.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35
 LH0352'FEET NORTH OF THE CENTER LINE OF THE ROAD, NEAR A CULVERT, AND
 LH0352'77 FEET WEST AND 27 FEET SOUTH OF THE CENTER OF THE WEST
 LH0352'HEADWALL.  A STANDARD DISK, STAMPED F 169 RESET 1947 AND SET
 LH0352'IN THE TOP OF A CONCRETE POST.
 LH0352
 LH0352                          STATION RECOVERY (1958)
 LH0352
 LH0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LH0352'RECOVERED IN GOOD CONDITION.
 LH0352
 LH0352                          STATION RECOVERY (2008)
 LH0352
 LH0352'RECOVERY NOTE BY DUCKS UNLIMITED 2008 (GLJ)
 LH0352'FOUND CONCRETE MONUMENT BROKEN IN PIECES LYING IN THE DITCH.  CAP WAS
 LH0352'GONE FROM THE SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0560 ***********************************************************************
 ML0560  DESIGNATION -  F 17
 ML0560  PID         -  ML0560
 ML0560  STATE/COUNTY-  NE/CUSTER
 ML0560  COUNTRY     -  US
 ML0560  USGS QUAD   -  SARGENT SE (2017)
 ML0560
 ML0560                         *CURRENT SURVEY CONTROL
 ML0560  ______________________________________________________________________
 ML0560* NAD 83(1986) POSITION- 41 37 11.     (N) 099 22 17.     (W)   SCALED
 ML0560* NAVD 88 ORTHO HEIGHT -   718.471 (meters)     2357.18  (feet) ADJUSTED
 ML0560  ______________________________________________________________________
 ML0560  GEOID HEIGHT    -        -23.138 (meters)                     GEOID18
 ML0560  DYNAMIC HEIGHT  -        718.112 (meters)     2356.01  (feet) COMP
 ML0560  MODELED GRAVITY -    980,098.9   (mgal)                       NAVD 88
 ML0560
 ML0560  VERT ORDER      -  FIRST     CLASS II
 ML0560
 ML0560.The horizontal coordinates were scaled from a map and have
 ML0560.an estimated accuracy of +/- 6 seconds.
 ML0560
 ML0560.The orthometric height was determined by differential leveling and
 ML0560.adjusted by the NATIONAL GEODETIC SURVEY
 ML0560.in June 1991.
 ML0560
 ML0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0560.GEOID18 height accuracy estimate available here.
 ML0560
 ML0560.Click photographs - Photos may exist for this station.
 ML0560
 ML0560.The dynamic height is computed by dividing the NAVD 88
 ML0560.geopotential number by the normal gravity value computed on the
 ML0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0560.degrees latitude (g = 980.6199 gals.).
 ML0560
 ML0560.The modeled gravity was interpolated from observed gravity values.
 ML0560
 ML0560;                    North         East    Units  Estimated Accuracy
 ML0560;SPC NE       -   198,530.      552,370.      MT  (+/- 180 meters Scaled)
 ML0560
 ML0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM690076(NAD 83)
 ML0560
 ML0560                          SUPERSEDED SURVEY CONTROL
 ML0560
 ML0560  NGVD 29 (??/??/92)  718.218  (m)         2356.35   (f) ADJ UNCH    1 2
 ML0560
 ML0560.Superseded values are not recommended for survey control.
 ML0560
 ML0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0560.See file dsdata.pdf to determine how the superseded data were derived.
 ML0560
 ML0560_MARKER: DB = BENCH MARK DISK
 ML0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0560_STAMPING: F 17 1933
 ML0560_MARK LOGO: CGS
 ML0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0560+STABILITY: SURFACE MOTION
 ML0560
 ML0560  HISTORY     - Date     Condition        Report By
 ML0560  HISTORY     - 1933     MONUMENTED       CGS
 ML0560  HISTORY     - 1934     GOOD             CGS
 ML0560
 ML0560                          STATION DESCRIPTION
 ML0560
 ML0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0560'1.5 MI S FROM SARGENT.
 ML0560'1.5 MILES SOUTH.  MARK IS 0.5 MILE SOUTH OF THE HWY. BRIDGE OVER
 ML0560'THE MIDDLE LOUP RIVER.  IT IS 31 FT. EAST OF CENTER OF HWY. 83,
 ML0560'70 FT. SOUTH OF TELEPHONE POLE MARKED B.M. AND IS 1 FT. EAST OF
 ML0560'FENCE.
 ML0560
 ML0560                          STATION RECOVERY (1934)
 ML0560
 ML0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0311 ***********************************************************************
 LH0311  DESIGNATION -  F 170
 LH0311  PID         -  LH0311
 LH0311  STATE/COUNTY-  NE/NUCKOLLS
 LH0311  COUNTRY     -  US
 LH0311  USGS QUAD   -  DEWEESE (2017)
 LH0311
 LH0311                         *CURRENT SURVEY CONTROL
 LH0311  ______________________________________________________________________
 LH0311* NAD 83(1986) POSITION- 40 19 59.     (N) 098 12 05.     (W)   SCALED
 LH0311* NAVD 88 ORTHO HEIGHT -   531.655 (meters)     1744.27  (feet) ADJUSTED
 LH0311  ______________________________________________________________________
 LH0311  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 LH0311  DYNAMIC HEIGHT  -        531.345 (meters)     1743.25  (feet) COMP
 LH0311  MODELED GRAVITY -    980,026.3   (mgal)                       NAVD 88
 LH0311
 LH0311  VERT ORDER      -  SECOND    CLASS 0
 LH0311
 LH0311.The horizontal coordinates were scaled from a map and have
 LH0311.an estimated accuracy of +/- 6 seconds.
 LH0311
 LH0311.The orthometric height was determined by differential leveling and
 LH0311.adjusted by the NATIONAL GEODETIC SURVEY
 LH0311.in June 1991.
 LH0311
 LH0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0311.GEOID18 height accuracy estimate available here.
 LH0311
 LH0311.Click photographs - Photos may exist for this station.
 LH0311
 LH0311.The dynamic height is computed by dividing the NAVD 88
 LH0311.geopotential number by the normal gravity value computed on the
 LH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0311.degrees latitude (g = 980.6199 gals.).
 LH0311
 LH0311.The modeled gravity was interpolated from observed gravity values.
 LH0311
 LH0311;                    North         East    Units  Estimated Accuracy
 LH0311;SPC NE       -    57,080.      652,810.      MT  (+/- 180 meters Scaled)
 LH0311
 LH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK678650(NAD 83)
 LH0311
 LH0311                          SUPERSEDED SURVEY CONTROL
 LH0311
 LH0311  NGVD 29 (??/??/92)  531.450  (m)         1743.60   (f) ADJ UNCH    2 0
 LH0311
 LH0311.Superseded values are not recommended for survey control.
 LH0311
 LH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0311.See file dsdata.pdf to determine how the superseded data were derived.
 LH0311
 LH0311_MARKER: DB = BENCH MARK DISK
 LH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0311_STAMPING: F 170 1934
 LH0311_MARK LOGO: CGS
 LH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0311+STABILITY: SURFACE MOTION
 LH0311
 LH0311  HISTORY     - Date     Condition        Report By
 LH0311  HISTORY     - 1934     MONUMENTED       CGS
 LH0311
 LH0311                          STATION DESCRIPTION
 LH0311
 LH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0311'3.7 MI SW FROM DEWEESE.
 LH0311'IN NUCKOLLS COUNTY, 3.7 MILES SOUTHWEST ALONG THE CHICAGO,
 LH0311'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT DEWEESE,
 LH0311'CLAY COUNTY, 16 RAILS WEST OF A ROAD CROSSING, 33 FEET SOUTH
 LH0311'OF THE CENTERLINE OF THE TRACK, AND 20 FEET WEST OF A GATE.
 LH0311'A STANDARD DISK, STAMPED F 170 1934 AND SET IN THE TOP OF A
 LH0311'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0563 ***********************************************************************
 LG0563  DESIGNATION -  F 171
 LG0563  PID         -  LG0563
 LG0563  STATE/COUNTY-  NE/JEFFERSON
 LG0563  COUNTRY     -  US
 LG0563  USGS QUAD   -  GLADSTONE (2017)
 LG0563
 LG0563                         *CURRENT SURVEY CONTROL
 LG0563  ______________________________________________________________________
 LG0563* NAD 83(1986) POSITION- 40 13 49.59   (N) 097 21 00.56   (W)   HD_HELD1
 LG0563* NAVD 88 ORTHO HEIGHT -   426.772 (meters)     1400.17  (feet) ADJUSTED
 LG0563  ______________________________________________________________________
 LG0563  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 LG0563  DYNAMIC HEIGHT  -        426.528 (meters)     1399.37  (feet) COMP
 LG0563  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 LG0563
 LG0563  VERT ORDER      -  SECOND    CLASS 0
 LG0563
 LG0563.The horizontal coordinates were determined by differentially corrected
 LG0563.hand held GPS observations or other comparable positioning techniques
 LG0563.and have an estimated accuracy of +/- 3 meters.
 LG0563
 LG0563.The orthometric height was determined by differential leveling and
 LG0563.adjusted by the NATIONAL GEODETIC SURVEY
 LG0563.in June 1991.
 LG0563
 LG0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0563.GEOID18 height accuracy estimate available here.
 LG0563
 LG0563.Click photographs - Photos may exist for this station.
 LG0563
 LG0563.The dynamic height is computed by dividing the NAVD 88
 LG0563.geopotential number by the normal gravity value computed on the
 LG0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0563.degrees latitude (g = 980.6199 gals.).
 LG0563
 LG0563.The modeled gravity was interpolated from observed gravity values.
 LG0563
 LG0563;                    North         East    Units  Estimated Accuracy
 LG0563;SPC NE       -    47,547.8     725,460.9     MT  (+/- 3 meters HH1 GPS) 
 LG0563
 LG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4035854639(NAD 83)
 LG0563
 LG0563                          SUPERSEDED SURVEY CONTROL
 LG0563
 LG0563  NGVD 29 (??/??/92)  426.614  (m)         1399.65   (f) ADJ UNCH    2 0
 LG0563
 LG0563.Superseded values are not recommended for survey control.
 LG0563
 LG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0563.See file dsdata.pdf to determine how the superseded data were derived.
 LG0563
 LG0563_MARKER: DB = BENCH MARK DISK
 LG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0563_STAMPING: F 171 1934
 LG0563_MARK LOGO: CGS
 LG0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0563+STABILITY: SURFACE MOTION
 LG0563
 LG0563  HISTORY     - Date     Condition        Report By
 LG0563  HISTORY     - 1934     MONUMENTED       CGS
 LG0563  HISTORY     - 1981     GOOD             LOCENG
 LG0563
 LG0563                          STATION DESCRIPTION
 LG0563
 LG0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0563'2.6 MI SE FROM ALEXANDRIA.
 LG0563'IN JEFFERSON COUNTY, 2.6 MILES SOUTHEAST ALONG THE UNION
 LG0563'PACIFIC RAILROAD FROM THE STATION AT ALEXANDRIA, THAYER COUNTY,
 LG0563'AT MILEPOST 165, AT A ROAD CROSSING, 75 FEET NORTH OF THE
 LG0563'CENTERLINE OF THE TRACK, AND 30 FEET WEST OF THE CENTERLINE
 LG0563'OF THE ROAD.  A STANDARD DISK, STAMPED F 171 1934 AND SET IN
 LG0563'THE TOP OF A CONCRETE POST.
 LG0563
 LG0563                          STATION RECOVERY (1981)
 LG0563
 LG0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0636 ***********************************************************************
 LG0636  DESIGNATION -  F 172
 LG0636  PID         -  LG0636
 LG0636  STATE/COUNTY-  NE/THAYER
 LG0636  COUNTRY     -  US
 LG0636  USGS QUAD   -  CHESTER (2017)
 LG0636
 LG0636                         *CURRENT SURVEY CONTROL
 LG0636  ______________________________________________________________________
 LG0636* NAD 83(1986) POSITION- 40 00 39.6    (N) 097 37 09.1    (W)   HD_HELD2
 LG0636* NAVD 88 ORTHO HEIGHT -   498.774 (meters)     1636.39  (feet) ADJUSTED
 LG0636  ______________________________________________________________________
 LG0636  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 LG0636  DYNAMIC HEIGHT  -        498.486 (meters)     1635.45  (feet) COMP
 LG0636  MODELED GRAVITY -    980,032.8   (mgal)                       NAVD 88
 LG0636
 LG0636  VERT ORDER      -  SECOND    CLASS 0
 LG0636
 LG0636.The horizontal coordinates were established by autonomous hand held GPS
 LG0636.observations and have an estimated accuracy of +/- 10 meters.
 LG0636
 LG0636.The orthometric height was determined by differential leveling and
 LG0636.adjusted by the NATIONAL GEODETIC SURVEY
 LG0636.in June 1991.
 LG0636
 LG0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0636.GEOID18 height accuracy estimate available here.
 LG0636
 LG0636.Click photographs - Photos may exist for this station.
 LG0636
 LG0636.The dynamic height is computed by dividing the NAVD 88
 LG0636.geopotential number by the normal gravity value computed on the
 LG0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0636.degrees latitude (g = 980.6199 gals.).
 LG0636
 LG0636.The modeled gravity was interpolated from observed gravity values.
 LG0636
 LG0636;                    North         East    Units  Estimated Accuracy
 LG0636;SPC NE       -    22,526.      703,247.      MT  (+/- 10 meters HH2 GPS)
 LG0636
 LG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1784829891(NAD 83)
 LG0636
 LG0636                          SUPERSEDED SURVEY CONTROL
 LG0636
 LG0636  NGVD 29 (??/??/92)  498.613  (m)         1635.87   (f) ADJ UNCH    2 0
 LG0636
 LG0636.Superseded values are not recommended for survey control.
 LG0636
 LG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0636.See file dsdata.pdf to determine how the superseded data were derived.
 LG0636
 LG0636_MARKER: DB = BENCH MARK DISK
 LG0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0636_SP_SET: TOWER FOOTING
 LG0636_STAMPING: F 172 1934
 LG0636_MARK LOGO: CGS
 LG0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0636
 LG0636  HISTORY     - Date     Condition        Report By
 LG0636  HISTORY     - 1934     MONUMENTED       CGS
 LG0636  HISTORY     - 1941     GOOD             CGS
 LG0636
 LG0636                          STATION DESCRIPTION
 LG0636
 LG0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0636'AT CHESTER.
 LG0636'AT CHESTER, THAYER COUNTY, ON U.S. HIGHWAY 81, 100 FEET WEST OF
 LG0636'THE CENTERLINE OF THE HIGHWAY, 63 FEET SOUTH OF THE CENTERLINE OF
 LG0636'AN EAST-AND-WEST STREET, AT THE CITY WATER TOWER, IN THE CONCRETE
 LG0636'FOOTING FOR THE SOUTHEAST SUPPORT, AND 15 FEET WEST OF THE
 LG0636'SOUTHWEST CORNER OF THE BRICK FIRE WALL.  A STANDARD DISK, STAMPED
 LG0636'F 172 1934.  NOTE-- 1941 REPORT-- BENCH MARK IS COVERED WITH
 LG0636'CINDERS.
 LG0636
 LG0636                          STATION RECOVERY (1941)
 LG0636
 LG0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0614 ***********************************************************************
 LG0614  DESIGNATION -  F 173
 LG0614  PID         -  LG0614
 LG0614  STATE/COUNTY-  NE/FILLMORE
 LG0614  COUNTRY     -  US
 LG0614  USGS QUAD   -  STRANG (2017)
 LG0614
 LG0614                         *CURRENT SURVEY CONTROL
 LG0614  ______________________________________________________________________
 LG0614* NAD 83(1986) POSITION- 40 24 57.     (N) 097 34 38.     (W)   SCALED
 LG0614* NAVD 88 ORTHO HEIGHT -   491.342 (meters)     1612.01  (feet) ADJUSTED
 LG0614  ______________________________________________________________________
 LG0614  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 LG0614  DYNAMIC HEIGHT  -        491.054 (meters)     1611.07  (feet) COMP
 LG0614  MODELED GRAVITY -    980,026.1   (mgal)                       NAVD 88
 LG0614
 LG0614  VERT ORDER      -  SECOND    CLASS 0
 LG0614
 LG0614.The horizontal coordinates were scaled from a map and have
 LG0614.an estimated accuracy of +/- 6 seconds.
 LG0614
 LG0614.The orthometric height was determined by differential leveling and
 LG0614.adjusted by the NATIONAL GEODETIC SURVEY
 LG0614.in June 1991.
 LG0614
 LG0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0614.GEOID18 height accuracy estimate available here.
 LG0614
 LG0614.Click photographs - Photos may exist for this station.
 LG0614
 LG0614.The dynamic height is computed by dividing the NAVD 88
 LG0614.geopotential number by the normal gravity value computed on the
 LG0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0614.degrees latitude (g = 980.6199 gals.).
 LG0614
 LG0614.The modeled gravity was interpolated from observed gravity values.
 LG0614
 LG0614;                    North         East    Units  Estimated Accuracy
 LG0614;SPC NE       -    67,560.      705,570.      MT  (+/- 180 meters Scaled)
 LG0614
 LG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK207748(NAD 83)
 LG0614
 LG0614                          SUPERSEDED SURVEY CONTROL
 LG0614
 LG0614  NGVD 29 (??/??/92)  491.155  (m)         1611.40   (f) ADJ UNCH    2 0
 LG0614
 LG0614.Superseded values are not recommended for survey control.
 LG0614
 LG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0614.See file dsdata.pdf to determine how the superseded data were derived.
 LG0614
 LG0614_MARKER: DB = BENCH MARK DISK
 LG0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0614_STAMPING: F 173 1934
 LG0614_MARK LOGO: CGS
 LG0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0614+STABILITY: SURFACE MOTION
 LG0614
 LG0614  HISTORY     - Date     Condition        Report By
 LG0614  HISTORY     - 1934     MONUMENTED       CGS
 LG0614  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0614
 LG0614                          STATION DESCRIPTION
 LG0614
 LG0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0614'AT STRANG.
 LG0614'AT THE EAST EDGE OF STRANG, FILLMORE COUNTY, ON THE CHICAGO,
 LG0614'BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING, 55 FEET SOUTH
 LG0614'OF THE CENTER LINE OF THE TRACK, 45 FEET WEST OF THE CROSS ROAD
 LG0614'AND A POWER-TRANSMISSION LINE.  A STANDARD DISK, STAMPED F 173 1934
 LG0614'AND SET IN THE TOP OF A CONCRETE POST.
 LG0614
 LG0614                          STATION RECOVERY (1967)
 LG0614
 LG0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0234 ***********************************************************************
 LG0234  DESIGNATION -  F 174
 LG0234  PID         -  LG0234
 LG0234  STATE/COUNTY-  NE/GAGE
 LG0234  COUNTRY     -  US
 LG0234  USGS QUAD   -  BLUE SPRINGS (2017)
 LG0234
 LG0234                         *CURRENT SURVEY CONTROL
 LG0234  ______________________________________________________________________
 LG0234* NAD 83(1986) POSITION- 40 08 20.     (N) 096 39 15.     (W)   SCALED
 LG0234* NAVD 88 ORTHO HEIGHT -   368.312 (meters)     1208.37  (feet) ADJUSTED
 LG0234  ______________________________________________________________________
 LG0234  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 LG0234  DYNAMIC HEIGHT  -        368.113 (meters)     1207.72  (feet) COMP
 LG0234  MODELED GRAVITY -    980,074.9   (mgal)                       NAVD 88
 LG0234
 LG0234  VERT ORDER      -  SECOND    CLASS 0
 LG0234
 LG0234.The horizontal coordinates were scaled from a map and have
 LG0234.an estimated accuracy of +/- 6 seconds.
 LG0234
 LG0234.The orthometric height was determined by differential leveling and
 LG0234.adjusted by the NATIONAL GEODETIC SURVEY
 LG0234.in June 1991.
 LG0234
 LG0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0234.GEOID18 height accuracy estimate available here.
 LG0234
 LG0234.Click photographs - Photos may exist for this station.
 LG0234
 LG0234.The dynamic height is computed by dividing the NAVD 88
 LG0234.geopotential number by the normal gravity value computed on the
 LG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0234.degrees latitude (g = 980.6199 gals.).
 LG0234
 LG0234.The modeled gravity was interpolated from observed gravity values.
 LG0234
 LG0234;                    North         East    Units  Estimated Accuracy
 LG0234;SPC NE       -    39,440.      785,050.      MT  (+/- 180 meters Scaled)
 LG0234
 LG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK998458(NAD 83)
 LG0234
 LG0234                          SUPERSEDED SURVEY CONTROL
 LG0234
 LG0234  NGVD 29 (??/??/92)  368.204  (m)         1208.02   (f) ADJ UNCH    2 0
 LG0234
 LG0234.Superseded values are not recommended for survey control.
 LG0234
 LG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0234.See file dsdata.pdf to determine how the superseded data were derived.
 LG0234
 LG0234_MARKER: DB = BENCH MARK DISK
 LG0234_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LG0234_SP_SET: RETAINING WALL
 LG0234_STAMPING: F 174 1934
 LG0234_MARK LOGO: CGS
 LG0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0234+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 LG0234
 LG0234  HISTORY     - Date     Condition        Report By
 LG0234  HISTORY     - 1934     MONUMENTED       CGS
 LG0234  HISTORY     - 19980218 GOOD             NGS
 LG0234
 LG0234                          STATION DESCRIPTION
 LG0234
 LG0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0234'AT BLUE SPRINGS.
 LG0234'AT BLUE SPRINGS, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0234'100 FEET NORTHWEST OF THE STATION, AT THE GAGE COUNTY ELECTRIC
 LG0234'CO. POWER BUILDING, 10 FEET NORTH OF THE NORTHEAST CORNER, AT
 LG0234'THE EAST END OF THE DAM, AND IN THE TOP OF THE CONCRETE WALL.
 LG0234'A STANDARD DISK, STAMPED F 174 1934.
 LG0234
 LG0234                          STATION RECOVERY (1998)
 LG0234
 LG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JAO)
 LG0234'RECOVERED IN GOOD CONDITION, IN BLUE SPRINGS, AT AN OLD ABANDONED
 LG0234'ELECTRIC POWER GENERATING BUILDING, JUST SOUTH OF THE EAST END OF THE
 LG0234'BROAD STREET BRIDGE OVER THE BIG BLUE RIVER, CEMENTED INTO A DRILLED
 LG0234'HOLE IN THE TOP OF A MASSIVE CONCRETE RETAINING WALL, EAST OF THE END
 LG0234'OF A LOW, RIVER DAM AND 10 FT (3.0 M) NORTH OF THE NORTHEAST CORNER OF
 LG0234'THE OLD BUILDING.  THE MARK IS IN THE NE1/4, SEC16, T2N, R7E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0216 ***********************************************************************
 LG0216  DESIGNATION -  F 175
 LG0216  PID         -  LG0216
 LG0216  STATE/COUNTY-  NE/PAWNEE
 LG0216  COUNTRY     -  US
 LG0216  USGS QUAD   -  TABLE ROCK (2017)
 LG0216
 LG0216                         *CURRENT SURVEY CONTROL
 LG0216  ______________________________________________________________________
 LG0216* NAD 83(1986) POSITION- 40 11 16.     (N) 096 05 04.     (W)   SCALED
 LG0216* NAVD 88 ORTHO HEIGHT -   314.466 (meters)     1031.71  (feet) ADJUSTED
 LG0216  ______________________________________________________________________
 LG0216  GEOID HEIGHT    -        -28.895 (meters)                     GEOID18
 LG0216  DYNAMIC HEIGHT  -        314.294 (meters)     1031.15  (feet) COMP
 LG0216  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 LG0216
 LG0216  VERT ORDER      -  SECOND    CLASS 0
 LG0216
 LG0216.The horizontal coordinates were scaled from a map and have
 LG0216.an estimated accuracy of +/- 6 seconds.
 LG0216
 LG0216.The orthometric height was determined by differential leveling and
 LG0216.adjusted by the NATIONAL GEODETIC SURVEY
 LG0216.in June 1991.
 LG0216
 LG0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0216.GEOID18 height accuracy estimate available here.
 LG0216
 LG0216.Click photographs - Photos may exist for this station.
 LG0216
 LG0216.The dynamic height is computed by dividing the NAVD 88
 LG0216.geopotential number by the normal gravity value computed on the
 LG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0216.degrees latitude (g = 980.6199 gals.).
 LG0216
 LG0216.The modeled gravity was interpolated from observed gravity values.
 LG0216
 LG0216;                    North         East    Units  Estimated Accuracy
 LG0216;SPC NE       -    46,900.      833,310.      MT  (+/- 180 meters Scaled)
 LG0216
 LG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK482526(NAD 83)
 LG0216
 LG0216                          SUPERSEDED SURVEY CONTROL
 LG0216
 LG0216  NGVD 29 (??/??/92)  314.378  (m)         1031.42   (f) ADJ UNCH    2 0
 LG0216
 LG0216.Superseded values are not recommended for survey control.
 LG0216
 LG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0216.See file dsdata.pdf to determine how the superseded data were derived.
 LG0216
 LG0216_MARKER: DB = BENCH MARK DISK
 LG0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0216_SP_SET: BRIDGE
 LG0216_STAMPING: F 175 1934
 LG0216_MARK LOGO: CGS
 LG0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0216
 LG0216  HISTORY     - Date     Condition        Report By
 LG0216  HISTORY     - 1934     MONUMENTED       CGS
 LG0216  HISTORY     - 1945     GOOD             CGS
 LG0216  HISTORY     - 1981     GOOD             LOCSUR
 LG0216  HISTORY     - 20080815 MARK NOT FOUND   INDIV
 LG0216
 LG0216                          STATION DESCRIPTION
 LG0216
 LG0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0216'1.4 MI N FROM TABLE ROCK.
 LG0216'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0216'FROM THE CITY WATER TOWER AT TABLE ROCK, PAWNEE COUNTY, 3 POLES
 LG0216'SOUTH OF THE CENTER LINE OF A CROSS ROAD, 6 RAILS SOUTH OF A
 LG0216'SEMAPHORE, AT BRIDGE 0.87, AND IN THE TOP OF THE NORTHEAST CORNER.
 LG0216'A STANDARD DISK, STAMPED F 175 1934.
 LG0216
 LG0216                          STATION RECOVERY (1945)
 LG0216
 LG0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LG0216'RECOVERED IN GOOD CONDITION.
 LG0216
 LG0216                          STATION RECOVERY (1981)
 LG0216
 LG0216'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0216'RECOVERED IN GOOD CONDITION.
 LG0216
 LG0216                          STATION RECOVERY (2008)
 LG0216
 LG0216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG0216'THE RAILROAD BRIDGE WHICH THE MARK WAS INSTALLED ON HAS BEEN REMOVED
 LG0216'AND REPLACED WITH A 48 INCH CMP.  RAILROAD OFFICIALS STATE THE BRIDGE
 LG0216'WAS REMOVED IN 1993 AFTER FLOODING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0792 ***********************************************************************
 LF0792  DESIGNATION -  F 177
 LF0792  PID         -  LF0792
 LF0792  STATE/COUNTY-  NE/OTOE
 LF0792  COUNTRY     -  US
 LF0792  USGS QUAD   -  JULIAN (2017)
 LF0792
 LF0792                         *CURRENT SURVEY CONTROL
 LF0792  ______________________________________________________________________
 LF0792* NAD 83(1986) POSITION- 40 31 23.00   (N) 095 52 14.40   (W)   HD_HELD1
 LF0792* NAVD 88 ORTHO HEIGHT -   305.964 (meters)     1003.82  (feet) ADJUSTED
 LF0792  ______________________________________________________________________
 LF0792  GEOID HEIGHT    -        -29.375 (meters)                     GEOID18
 LF0792  DYNAMIC HEIGHT  -        305.801 (meters)     1003.28  (feet) COMP
 LF0792  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LF0792
 LF0792  VERT ORDER      -  SECOND    CLASS 0
 LF0792
 LF0792.The horizontal coordinates were determined by differentially corrected
 LF0792.hand held GPS observations or other comparable positioning techniques
 LF0792.and have an estimated accuracy of +/- 3 meters.
 LF0792
 LF0792.The orthometric height was determined by differential leveling and
 LF0792.adjusted by the NATIONAL GEODETIC SURVEY
 LF0792.in June 1991.
 LF0792
 LF0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0792.GEOID18 height accuracy estimate available here.
 LF0792
 LF0792.Click photographs - Photos may exist for this station.
 LF0792
 LF0792.The dynamic height is computed by dividing the NAVD 88
 LF0792.geopotential number by the normal gravity value computed on the
 LF0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0792.degrees latitude (g = 980.6199 gals.).
 LF0792
 LF0792.The modeled gravity was interpolated from observed gravity values.
 LF0792
 LF0792;                    North         East    Units  Estimated Accuracy
 LF0792;SPC NE       -    84,933.0     849,713.1     MT  (+/- 3 meters HH1 GPS) 
 LF0792
 LF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5682489773(NAD 83)
 LF0792
 LF0792                          SUPERSEDED SURVEY CONTROL
 LF0792
 LF0792  NGVD 29 (??/??/92)  305.865  (m)         1003.49   (f) ADJ UNCH    2 0
 LF0792
 LF0792.Superseded values are not recommended for survey control.
 LF0792
 LF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0792.See file dsdata.pdf to determine how the superseded data were derived.
 LF0792
 LF0792_MARKER: DB = BENCH MARK DISK
 LF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0792_STAMPING: F 177 1934
 LF0792_MARK LOGO: CGS
 LF0792_PROJECTION: RECESSED 15 CENTIMETERS
 LF0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0792+STABILITY: SURFACE MOTION
 LF0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0792+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2020
 LF0792
 LF0792  HISTORY     - Date     Condition        Report By
 LF0792  HISTORY     - 1934     MONUMENTED       CGS
 LF0792  HISTORY     - 1947     GOOD             CGS
 LF0792  HISTORY     - 1979     GOOD             LOCSUR
 LF0792  HISTORY     - 20200224 GOOD             JORSUR
 LF0792
 LF0792                          STATION DESCRIPTION
 LF0792
 LF0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0792'AT JULIAN.
 LF0792'AT JULIAN, 3 POLES NORTH OF THE MISSOURI PACIFIC RAILROAD STATION,
 LF0792'352.0 FEET EAST OF THE NORTHEAST CORNER OF A STEEL BRIDGE OVER ROCK
 LF0792'CREEK, 97.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 LF0792'RAILROAD, 89.5 FEET NORTHWEST OF AND ACROSS THE NEMAHA-OTOE
 LF0792'COUNTY LINE ROAD FROM A GUY WIRE BRACED POWER LINE POLE, 51.0
 LF0792'FEET WEST OF A RAILROAD RIGHT OF WAY FENCE CORNER POST, 29.7
 LF0792'FEET WEST OF A TELEPHONE POLE, 29.0 FEET NORTH OF THE NEMAHA-OTOE
 LF0792'COUNTY LINE ROAD, 1.0 FOOT WEST OF A REFERENCE POST, 0.3 FOOT
 LF0792'SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 LF0792'ABOUT 2 FEET BELOW THE ROAD AND ABOUT 0.1 FOOT BELOW THE SURFACE
 LF0792'OF THE GROUND.
 LF0792
 LF0792                          STATION RECOVERY (1979)
 LF0792
 LF0792'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF0792'RECOVERED IN GOOD CONDITION.
 LF0792
 LF0792                          STATION RECOVERY (2020)
 LF0792
 LF0792'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LF0792'THE RIGHT-OF-WAY FENCE HAS BEEN REMOVED.  THE MARK NOW IS 0.7 FT (21
 LF0792'CM) SOUTHWEST FROM A BENT METAL WARNING POST, 6.0 FT (1.8 M)
 LF0792'SOUTH-SOUTHWEST OF THE TOP END OF A 36 INCH (91 CM) CORRUGATED METAL
 LF0792'PIPE AND 6 INCHES (15 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0597 ***********************************************************************
 LF0597  DESIGNATION -  F 178
 LF0597  PID         -  LF0597
 LF0597  STATE/COUNTY-  NE/RICHARDSON
 LF0597  COUNTRY     -  US
 LF0597  USGS QUAD   -  FALLS CITY (2017)
 LF0597
 LF0597                         *CURRENT SURVEY CONTROL
 LF0597  ______________________________________________________________________
 LF0597* NAD 83(1986) POSITION- 40 02 12.80   (N) 095 30 55.77   (W)   HD_HELD1
 LF0597* NAVD 88 ORTHO HEIGHT -   268.899 (meters)      882.21  (feet) ADJUSTED
 LF0597  ______________________________________________________________________
 LF0597  GEOID HEIGHT    -        -30.618 (meters)                     GEOID18
 LF0597  DYNAMIC HEIGHT  -        268.748 (meters)      881.72  (feet) COMP
 LF0597  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 LF0597
 LF0597  VERT ORDER      -  SECOND    CLASS 0
 LF0597
 LF0597.The horizontal coordinates were determined by differentially corrected
 LF0597.hand held GPS observations or other comparable positioning techniques
 LF0597.and have an estimated accuracy of +/- 3 meters.
 LF0597
 LF0597.The orthometric height was determined by differential leveling and
 LF0597.adjusted by the NATIONAL GEODETIC SURVEY
 LF0597.in June 1991.
 LF0597
 LF0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0597.GEOID18 height accuracy estimate available here.
 LF0597
 LF0597.Click photographs - Photos may exist for this station.
 LF0597
 LF0597.The dynamic height is computed by dividing the NAVD 88
 LF0597.geopotential number by the normal gravity value computed on the
 LF0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0597.degrees latitude (g = 980.6199 gals.).
 LF0597
 LF0597.The modeled gravity was interpolated from observed gravity values.
 LF0597
 LF0597;                    North         East    Units  Estimated Accuracy
 LF0597;SPC NE       -    32,526.0     882,565.4     MT  (+/- 3 meters HH1 GPS) 
 LF0597
 LF0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8538134883(NAD 83)
 LF0597
 LF0597                          SUPERSEDED SURVEY CONTROL
 LF0597
 LF0597  NGVD 29 (??/??/92)  268.830  (m)          881.99   (f) ADJ UNCH    2 0
 LF0597
 LF0597.Superseded values are not recommended for survey control.
 LF0597
 LF0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0597.See file dsdata.pdf to determine how the superseded data were derived.
 LF0597
 LF0597_MARKER: DB = BENCH MARK DISK
 LF0597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0597_SP_SET: CULVERT HEADWALL
 LF0597_STAMPING: F 178 1934
 LF0597_MARK LOGO: CGS
 LF0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0597+STABILITY: SURFACE MOTION
 LF0597
 LF0597  HISTORY     - Date     Condition        Report By
 LF0597  HISTORY     - 1934     MONUMENTED       CGS
 LF0597  HISTORY     - 1947     GOOD             CGS
 LF0597
 LF0597                          STATION DESCRIPTION
 LF0597
 LF0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0597'0.2 MI E FROM PRESTON.
 LF0597'0.25 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0597'FROM THE STATION AT PRESTON, AT A ROAD CROSSING, 120.6 FEET
 LF0597'NORTHWEST OF AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF
 LF0597'THE STONE FOUNDATION OF A GRAIN ELEVATOR, 73.5 FEET SOUTHEAST
 LF0597'OF U.S. GEOLOGICAL SURVEY BENCH MARK P.T.S. 23, 36.0 FEET EAST
 LF0597'OF THE CENTER OF A NORTH-SOUTH ROAD, 19.8 FEET NORTH OF THE
 LF0597'NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP AND 1.2 FOOT
 LF0597'SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTH HEAD WALL OF AN
 LF0597'8-FOOT CONCRETE CULVERT UNDER THE TRACK, ABOUT THE SAME
 LF0597'ELEVATION AS THE BASE OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0443 ***********************************************************************
 NN0443  DESIGNATION -  F 18
 NN0443  PID         -  NN0443
 NN0443  STATE/COUNTY-  NE/ROCK
 NN0443  COUNTRY     -  US
 NN0443  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0443
 NN0443                         *CURRENT SURVEY CONTROL
 NN0443  ______________________________________________________________________
 NN0443* NAD 83(1986) POSITION- 42 12 50.     (N) 099 28 05.     (W)   SCALED
 NN0443* NAVD 88 ORTHO HEIGHT -   780.225 (meters)     2559.79  (feet) ADJUSTED
 NN0443  ______________________________________________________________________
 NN0443  GEOID HEIGHT    -        -22.802 (meters)                     GEOID18
 NN0443  DYNAMIC HEIGHT  -        779.882 (meters)     2558.66  (feet) COMP
 NN0443  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 NN0443
 NN0443  VERT ORDER      -  FIRST     CLASS II
 NN0443
 NN0443.The horizontal coordinates were scaled from a map and have
 NN0443.an estimated accuracy of +/- 6 seconds.
 NN0443
 NN0443.The orthometric height was determined by differential leveling and
 NN0443.adjusted by the NATIONAL GEODETIC SURVEY
 NN0443.in June 1991.
 NN0443
 NN0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0443.GEOID18 height accuracy estimate available here.
 NN0443
 NN0443.Click photographs - Photos may exist for this station.
 NN0443
 NN0443.The dynamic height is computed by dividing the NAVD 88
 NN0443.geopotential number by the normal gravity value computed on the
 NN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0443.degrees latitude (g = 980.6199 gals.).
 NN0443
 NN0443.The modeled gravity was interpolated from observed gravity values.
 NN0443
 NN0443;                    North         East    Units  Estimated Accuracy
 NN0443;SPC NE       -   264,440.      543,910.      MT  (+/- 180 meters Scaled)
 NN0443
 NN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613736(NAD 83)
 NN0443
 NN0443                          SUPERSEDED SURVEY CONTROL
 NN0443
 NN0443  NGVD 29 (??/??/92)  779.966  (m)         2558.94   (f) ADJ UNCH    1 2
 NN0443
 NN0443.Superseded values are not recommended for survey control.
 NN0443
 NN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0443.See file dsdata.pdf to determine how the superseded data were derived.
 NN0443
 NN0443_MARKER: DB = BENCH MARK DISK
 NN0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0443_STAMPING: 2558.938 F 18 1933
 NN0443_MARK LOGO: CGS
 NN0443_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0443+STABILITY: SURFACE MOTION
 NN0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0443+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2021
 NN0443
 NN0443  HISTORY     - Date     Condition        Report By
 NN0443  HISTORY     - 1933     MONUMENTED       CGS
 NN0443  HISTORY     - 1976     GOOD             USGS
 NN0443  HISTORY     - 20210105 GOOD             NEGS
 NN0443
 NN0443                          STATION DESCRIPTION
 NN0443
 NN0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0443'2 MI N FROM MIDWAY.
 NN0443'ABOUT 2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM MIDWAY, ROCK
 NN0443'COUNTY, ABOUT 0.8 MILE NORTH OF THE ROAD LEADING TO ROSE, AND
 NN0443'36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NN0443'STAMPED 2558.938 F 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 NN0443'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NN0443
 NN0443                          STATION RECOVERY (1976)
 NN0443
 NN0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0443'ROSE STORE AND POST OFFICE, 1 1/2 MI. N., 3.0 MI. E. AND 0.8 MI. N.
 NN0443'ALONG U.S. HWY 183 AND ROCK COUNTY GRAVEL RDS., 3.0 MI. W. AND 0.8
 NN0443'MI. N. OF THE ROSE CHURCH, T-26-N, R-18-W, ABOUT 1150 FT. S. OF THE
 NN0443'NW COR. OF SECTION 19, 36 FT. E. OF THE GRAVEL RD., AT THE BASE OF
 NN0443'METAL WITNESS SIGN. A STD. TABLET SET IN TOP OF CONC. POST FLUSH WITH
 NN0443'GROUND, STAMPED 2558.938 F 18 1933.
 NN0443
 NN0443                          STATION RECOVERY (2021)
 NN0443
 NN0443'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 NN0443'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 96 AND U.S. HIGHWAY 183,
 NN0443'NORTH OF TAYLOR, NE., GO NORTH ON U.S. HIGHWAY 183 APPROXIMATELY 20.4
 NN0443'MI (32.8 KM) TO 854TH ROAD.  TURN RIGHT AND GO EAST ON 854TH ROAD
 NN0443'APPROXIMATELY 3 MI (4.8 KM) TO 450TH AVENUE.  TURN LEFT AND GO NORTH
 NN0443'ON 450TH AVENUE.  APPROXIMATELY 0.80 MI (1.29 KM) TO THE MARK ON THE
 NN0443'RIGHT (EAST) SIDE OF 450TH AVENUE.  THE MARK IS GPSABLE BUT NOT
 NN0443'RECOMMENDED FOR OCCUPATION DUE TO MULTIPLE OBSTRUCTIONS.  THE MARK IS
 NN0443'1.2 FT (0.4 M) SOUTHWEST OF METAL WITNESS POST AND 39.0 FT (11.9 M)
 NN0443'EAST OF THE CENTERLINE OF 450TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0267 ***********************************************************************
 NN0267  DESIGNATION -  F 19
 NN0267  PID         -  NN0267
 NN0267  STATE/COUNTY-  NE/HOLT
 NN0267  COUNTRY     -  US
 NN0267  USGS QUAD   -  MEEK SW (2017)
 NN0267
 NN0267                         *CURRENT SURVEY CONTROL
 NN0267  ______________________________________________________________________
 NN0267* NAD 83(1986) POSITION- 42 36 08.     (N) 098 39 28.     (W)   SCALED
 NN0267* NAVD 88 ORTHO HEIGHT -   604.198 (meters)     1982.27  (feet) ADJUSTED
 NN0267  ______________________________________________________________________
 NN0267  GEOID HEIGHT    -        -24.858 (meters)                     GEOID18
 NN0267  DYNAMIC HEIGHT  -        603.969 (meters)     1981.52  (feet) COMP
 NN0267  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 NN0267
 NN0267  VERT ORDER      -  FIRST     CLASS II
 NN0267
 NN0267.The horizontal coordinates were scaled from a map and have
 NN0267.an estimated accuracy of +/- 6 seconds.
 NN0267
 NN0267.The orthometric height was determined by differential leveling and
 NN0267.adjusted by the NATIONAL GEODETIC SURVEY
 NN0267.in June 1991.
 NN0267
 NN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0267.GEOID18 height accuracy estimate available here.
 NN0267
 NN0267.Click photographs - Photos may exist for this station.
 NN0267
 NN0267.The dynamic height is computed by dividing the NAVD 88
 NN0267.geopotential number by the normal gravity value computed on the
 NN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0267.degrees latitude (g = 980.6199 gals.).
 NN0267
 NN0267.The modeled gravity was interpolated from observed gravity values.
 NN0267
 NN0267;                    North         East    Units  Estimated Accuracy
 NN0267;SPC NE       -   308,290.      610,130.      MT  (+/- 180 meters Scaled)
 NN0267
 NN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280167(NAD 83)
 NN0267
 NN0267                          SUPERSEDED SURVEY CONTROL
 NN0267
 NN0267  NGVD 29 (??/??/92)  603.968  (m)         1981.52   (f) ADJ UNCH    1 2
 NN0267
 NN0267.Superseded values are not recommended for survey control.
 NN0267
 NN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0267.See file dsdata.pdf to determine how the superseded data were derived.
 NN0267
 NN0267_MARKER: DB = BENCH MARK DISK
 NN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0267_STAMPING: 1981.518 F 19 1933
 NN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0267+STABILITY: SURFACE MOTION
 NN0267
 NN0267  HISTORY     - Date     Condition        Report By
 NN0267  HISTORY     - 1933     MONUMENTED       CGS
 NN0267  HISTORY     - 1953     MARK NOT FOUND   USGS
 NN0267
 NN0267                          STATION DESCRIPTION
 NN0267
 NN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0267'10.4 MI N FROM O NEILL.
 NN0267'10.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT
 NN0267'COUNTY, 0.4 MILE NORTH OF A LANE LEADING TO A GREEN HOUSE ON THE
 NN0267'WEST SIDE OF THE HIGHWAY AND OWNED IN 1933 BY C. MATTHEWS, 0.35
 NN0267'MILE SOUTH OF A LANE LEADING TO THE FARM OF C. FARR (OWNED IN
 NN0267'1933 BY ANDREW WITTLAUFFER), 300 FEET SOUTH OF A SMALL CONCRETE
 NN0267'CULVERT, 85.5 FEET SOUTH OF A CORNER OF A QUARTER-SECTION LINE
 NN0267'FENCE, 75 FEET NORTH OF A 2-FOOT CORRUGATED-METAL CULVERT WITH
 NN0267'CONCRETE HEAD WALLS, 30 FEET EAST OF THE CENTER LINE OF THE
 NN0267'HIGHWAY, OPPOSITE THE SEVENTH POWER-TRANSMISSION LINE POLE SOUTH
 NN0267'OF THE FARR HOME, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 NN0267'STAMPED 1981.518 F 19 1933 AND SET IN THE TOP OF A CONCRETE
 NN0267'POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0267
 NN0267                          STATION RECOVERY (1953)
 NN0267
 NN0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1259 ***********************************************************************
 NM1259  DESIGNATION -  F 2
 NM1259  PID         -  NM1259
 NM1259  STATE/COUNTY-  NE/PIERCE
 NM1259  COUNTRY     -  US
 NM1259  USGS QUAD   -  PLAINVIEW (2017)
 NM1259
 NM1259                         *CURRENT SURVEY CONTROL
 NM1259  ______________________________________________________________________
 NM1259* NAD 83(1986) POSITION- 42 20 59.     (N) 097 47 44.     (W)   SCALED
 NM1259* NAVD 88 ORTHO HEIGHT -   517.449 (meters)     1697.66  (feet) ADJUSTED
 NM1259  ______________________________________________________________________
 NM1259  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 NM1259  DYNAMIC HEIGHT  -        517.257 (meters)     1697.03  (feet) COMP
 NM1259  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 NM1259
 NM1259  VERT ORDER      -  FIRST     CLASS II
 NM1259
 NM1259.The horizontal coordinates were scaled from a map and have
 NM1259.an estimated accuracy of +/- 6 seconds.
 NM1259
 NM1259.The orthometric height was determined by differential leveling and
 NM1259.adjusted by the NATIONAL GEODETIC SURVEY
 NM1259.in June 1991.
 NM1259
 NM1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1259.GEOID18 height accuracy estimate available here.
 NM1259
 NM1259.Click photographs - Photos may exist for this station.
 NM1259
 NM1259.The dynamic height is computed by dividing the NAVD 88
 NM1259.geopotential number by the normal gravity value computed on the
 NM1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1259.degrees latitude (g = 980.6199 gals.).
 NM1259
 NM1259.The modeled gravity was interpolated from observed gravity values.
 NM1259
 NM1259;                    North         East    Units  Estimated Accuracy
 NM1259;SPC NE       -   281,710.      681,570.      MT  (+/- 180 meters Scaled)
 NM1259
 NM1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM992893(NAD 83)
 NM1259
 NM1259                          SUPERSEDED SURVEY CONTROL
 NM1259
 NM1259  NGVD 29 (??/??/92)  517.264  (m)         1697.06   (f) ADJ UNCH    1 2
 NM1259
 NM1259.Superseded values are not recommended for survey control.
 NM1259
 NM1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1259.See file dsdata.pdf to determine how the superseded data were derived.
 NM1259
 NM1259_MARKER: B = BOLT
 NM1259_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1259_SP_SET: BUILDING
 NM1259_MARK LOGO: NONE
 NM1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1259+STABILITY: SURFACE MOTION
 NM1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1259+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2009
 NM1259
 NM1259  HISTORY     - Date     Condition        Report By
 NM1259  HISTORY     - 1900     MONUMENTED       CGS
 NM1259  HISTORY     - 1934     GOOD             CGS
 NM1259  HISTORY     - 1934     GOOD             CGS
 NM1259  HISTORY     - 19971130 GOOD             LOCSUR
 NM1259  HISTORY     - 19991025 GOOD             NGS
 NM1259  HISTORY     - 20090425 GOOD             INDIV
 NM1259
 NM1259                          STATION DESCRIPTION
 NM1259
 NM1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1259'AT PLAINVIEW.
 NM1259'AT PLAINVIEW, PIERCE COUNTY, AT THE NORTHEAST CORNER OF THE
 NM1259'INTERSECTION OF MAIN AND LOCUST STREETS, AT A BUILDING OWNED BY THE
 NM1259'PLAINVIEW STATE BANK, IN THE NINTH COURSE OF BRICK ABOVE THE CORNER
 NM1259'STONE AT THE SOUTHWEST CORNER, AND ON THE SECOND BRICK FROM THE
 NM1259'CORNER.  A CHISELED CROSS ON THE END OF A COPPER BOLT.  NOTE-- THE
 NM1259'CHISELED CROSS MARKING THE CENTER OF THIS BENCH MARK WAS NO LONGER
 NM1259'VISIBLE.
 NM1259
 NM1259                          STATION RECOVERY (1934)
 NM1259
 NM1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NM1259'RECOVERED IN GOOD CONDITION.
 NM1259
 NM1259                          STATION RECOVERY (1997)
 NM1259
 NM1259'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NM1259'AT PLAINVIEW, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND
 NM1259'LOCUST STREETS, AT THE BUILDING PRESENTLY OWNED BY BUSH AND ROE
 NM1259'INSURANCE-REAL ESTATE-LOANS, IN THE NINTH COURSE OF BRICK ABOVE THE
 NM1259'CORNER STONE AT THE SOUTHWEST CORNER, AND THE SECOND BRICK FROM THE
 NM1259'CORNER, 3.7 FEET (1.1 M) ABOVE THE SURFACE OF THE SIDEWALK, 1.05 FEET
 NM1259'(0.32 M) NORTH FROM THE SOUTHWEST CORNER OF THE BUILDING, 40.0 FEET
 NM1259'(12.2 M) EAST FROM THE CENTERLINE OF MAIN STREET, 48.3 FEET (14.7 M)
 NM1259'NORTH FROM THE CENTERLINE OF LOCUST STREET, .5 FEET (15.2 CM) NORTH
 NM1259'FROM THE SOUTH FACE OF THE BUILDING LINE OF THE BUSINESSES ALONG THE
 NM1259'NORTH SIDE OF LOCUST STREET.  A 1/2 INCH DIAMETER COPPER BOLT SET IN A
 NM1259'DRILL HOLE SURROUNDED BY LEAD AND SET HORIZONTALLY INTO THE FACE OF
 NM1259'THE BUILDING.  THE CROSS THAT ORIGINALLY MARKED THE CENTER OF THE BOLT
 NM1259'IS NO LONGER VISIBLE.
 NM1259
 NM1259                          STATION RECOVERY (1999)
 NM1259
 NM1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1259'IN PLAINVIEW, AT THE INTERSECTION OF MAIN STREET AND LOCUST AVENUE, A
 NM1259'COPPER BOLT SET VERTICALLY IN THE WEST FACE OF BUSH AND ROE INSURANCE
 NM1259'AND REAL ESTATE OFFICE, 14.7 M (48.2 FT) NORTH OF THE AVENUE CENTER,
 NM1259'12.3 M (40.4 FT) EAST OF THE STREET CENTER, 1.2 M (3.9 FT) ABOVE THE
 NM1259'GROUND SURFACE, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF
 NM1259'THE BUILDING.
 NM1259
 NM1259                          STATION RECOVERY (2009)
 NM1259
 NM1259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 NM1259'MONUMENT WAS FOUND EXACTLY AS RECORDED IN THE 1997 AND 1999 RECOVERY
 NM1259'REPORTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0187 ***********************************************************************
 NO0187  DESIGNATION -  F 20
 NO0187  PID         -  NO0187
 NO0187  STATE/COUNTY-  NE/CHERRY
 NO0187  COUNTRY     -  US
 NO0187  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0187
 NO0187                         *CURRENT SURVEY CONTROL
 NO0187  ______________________________________________________________________
 NO0187* NAD 83(1986) POSITION- 42 53 30.     (N) 100 33 54.     (W)   SCALED
 NO0187* NAVD 88 ORTHO HEIGHT -   824.396 (meters)     2704.71  (feet) ADJUSTED
 NO0187  ______________________________________________________________________
 NO0187  GEOID HEIGHT    -        -21.887 (meters)                     GEOID18
 NO0187  DYNAMIC HEIGHT  -        824.070 (meters)     2703.64  (feet) COMP
 NO0187  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 NO0187
 NO0187  VERT ORDER      -  FIRST     CLASS II
 NO0187
 NO0187.The horizontal coordinates were scaled from a map and have
 NO0187.an estimated accuracy of +/- 6 seconds.
 NO0187
 NO0187.The orthometric height was determined by differential leveling and
 NO0187.adjusted by the NATIONAL GEODETIC SURVEY
 NO0187.in June 1991.
 NO0187
 NO0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0187.GEOID18 height accuracy estimate available here.
 NO0187
 NO0187.Click photographs - Photos may exist for this station.
 NO0187
 NO0187.The dynamic height is computed by dividing the NAVD 88
 NO0187.geopotential number by the normal gravity value computed on the
 NO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0187.degrees latitude (g = 980.6199 gals.).
 NO0187
 NO0187.The modeled gravity was interpolated from observed gravity values.
 NO0187
 NO0187;                    North         East    Units  Estimated Accuracy
 NO0187;SPC NE       -   339,740.      453,850.      MT  (+/- 180 meters Scaled)
 NO0187
 NO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN722499(NAD 83)
 NO0187
 NO0187                          SUPERSEDED SURVEY CONTROL
 NO0187
 NO0187  NGVD 29 (??/??/92)  824.112  (m)         2703.77   (f) ADJ UNCH    1 2
 NO0187
 NO0187.Superseded values are not recommended for survey control.
 NO0187
 NO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0187.See file dsdata.pdf to determine how the superseded data were derived.
 NO0187
 NO0187_MARKER: DB = BENCH MARK DISK
 NO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0187_STAMPING: F 20 1933
 NO0187_MARK LOGO: CGS
 NO0187_PROJECTION: FLUSH
 NO0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0187+STABILITY: SURFACE MOTION
 NO0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0187+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0187
 NO0187  HISTORY     - Date     Condition        Report By
 NO0187  HISTORY     - 1933     MONUMENTED       CGS
 NO0187  HISTORY     - 19920723 GOOD             NGS
 NO0187
 NO0187                          STATION DESCRIPTION
 NO0187
 NO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0187'1.5 MI N FROM VALENTINE.
 NO0187'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE
 NO0187'CHERRY COUNTY, ABOUT 700 FEET NORTH OF A WHITE HOUSE AND A GROUP
 NO0187'OF RED BARNS, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NO0187'10 FEET NORTH OF A POLE, AND 5 FEET EAST OF A FENCE IN LINE
 NO0187'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 20 1933 AND
 NO0187'SET IN THE TOP OF A CONCRETE POST.
 NO0187
 NO0187                          STATION RECOVERY (1992)
 NO0187
 NO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0187'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0187'IN VALENTINE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A DIRT ROAD,
 NO0187'THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG A DIRT ROAD, 103.2 M
 NO0187'(338.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 22.2 M
 NO0187'(72.8 FT) EAST-NORTHEAST OF A UTILITY POLE, 8.8 M (28.9 FT)
 NO0187'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 1.5 M (4.9 FT)
 NO0187'EAST-NORTHEAST OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) ABOVE THE
 NO0187'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0101 ***********************************************************************
 LJ0101  DESIGNATION -  F 200
 LJ0101  PID         -  LJ0101
 LJ0101  STATE/COUNTY-  NE/RED WILLOW
 LJ0101  COUNTRY     -  US
 LJ0101  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0101
 LJ0101                         *CURRENT SURVEY CONTROL
 LJ0101  ______________________________________________________________________
 LJ0101* NAD 83(1986) POSITION- 40 11 15.     (N) 100 37 09.     (W)   SCALED
 LJ0101* NAVD 88 ORTHO HEIGHT -   755.166 (meters)     2477.57  (feet) ADJUSTED
 LJ0101  ______________________________________________________________________
 LJ0101  GEOID HEIGHT    -        -24.012 (meters)                     GEOID18
 LJ0101  DYNAMIC HEIGHT  -        754.664 (meters)     2475.93  (feet) COMP
 LJ0101  MODELED GRAVITY -    979,936.9   (mgal)                       NAVD 88
 LJ0101
 LJ0101  VERT ORDER      -  SECOND    CLASS 0
 LJ0101
 LJ0101.The horizontal coordinates were scaled from a map and have
 LJ0101.an estimated accuracy of +/- 6 seconds.
 LJ0101
 LJ0101.The orthometric height was determined by differential leveling and
 LJ0101.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0101.in June 1991.
 LJ0101
 LJ0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0101.GEOID18 height accuracy estimate available here.
 LJ0101
 LJ0101.Click photographs - Photos may exist for this station.
 LJ0101
 LJ0101.The dynamic height is computed by dividing the NAVD 88
 LJ0101.geopotential number by the normal gravity value computed on the
 LJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0101.degrees latitude (g = 980.6199 gals.).
 LJ0101
 LJ0101.The modeled gravity was interpolated from observed gravity values.
 LJ0101
 LJ0101;                    North         East    Units  Estimated Accuracy
 LJ0101;SPC NE       -    39,510.      447,280.      MT  (+/- 180 meters Scaled)
 LJ0101
 LJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK621498(NAD 83)
 LJ0101
 LJ0101                          SUPERSEDED SURVEY CONTROL
 LJ0101
 LJ0101  NGVD 29 (??/??/92)  754.852  (m)         2476.54   (f) ADJ UNCH    2 0
 LJ0101
 LJ0101.Superseded values are not recommended for survey control.
 LJ0101
 LJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0101.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0101
 LJ0101_MARKER: DB = BENCH MARK DISK
 LJ0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0101_SP_SET: BRIDGE ABUTMENT
 LJ0101_STAMPING: F 200 1934
 LJ0101_MARK LOGO: CGS
 LJ0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0101
 LJ0101  HISTORY     - Date     Condition        Report By
 LJ0101  HISTORY     - 1934     MONUMENTED       CGS
 LJ0101  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0101
 LJ0101                          STATION DESCRIPTION
 LJ0101
 LJ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0101'1 MI S FROM MC COOK.
 LJ0101'1.0 MILE SOUTH OF BURLINGTON RR STATION AT MC COOK, IN THE
 LJ0101'NORTHEAST ABUTMENT OF CONCRETE BRIDGE OVER REPUBLICAN RIVER
 LJ0101'ON U.S. HIGHWAY 183.
 LJ0101
 LJ0101                          STATION RECOVERY (1999)
 LJ0101
 LJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0101'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0702 ***********************************************************************
 LH0702  DESIGNATION -  F 201
 LH0702  PID         -  LH0702
 LH0702  STATE/COUNTY-  NE/HARLAN
 LH0702  COUNTRY     -  US
 LH0702  USGS QUAD   -  ALMA (2017)
 LH0702
 LH0702                         *CURRENT SURVEY CONTROL
 LH0702  ______________________________________________________________________
 LH0702* NAD 83(1986) POSITION- 40 01 51.     (N) 099 20 05.     (W)   SCALED
 LH0702* NAVD 88 ORTHO HEIGHT -   597.584 (meters)     1960.57  (feet) ADJUSTED
 LH0702  ______________________________________________________________________
 LH0702  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 LH0702  DYNAMIC HEIGHT  -        597.206 (meters)     1959.33  (feet) COMP
 LH0702  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 LH0702
 LH0702  VERT ORDER      -  SECOND    CLASS 0
 LH0702
 LH0702.The horizontal coordinates were scaled from a map and have
 LH0702.an estimated accuracy of +/- 6 seconds.
 LH0702
 LH0702.The orthometric height was determined by differential leveling and
 LH0702.adjusted by the NATIONAL GEODETIC SURVEY
 LH0702.in June 1991.
 LH0702
 LH0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0702.GEOID18 height accuracy estimate available here.
 LH0702
 LH0702.Click photographs - Photos may exist for this station.
 LH0702
 LH0702.The dynamic height is computed by dividing the NAVD 88
 LH0702.geopotential number by the normal gravity value computed on the
 LH0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0702.degrees latitude (g = 980.6199 gals.).
 LH0702
 LH0702.The modeled gravity was interpolated from observed gravity values.
 LH0702
 LH0702;                    North         East    Units  Estimated Accuracy
 LH0702;SPC NE       -    22,150.      556,780.      MT  (+/- 180 meters Scaled)
 LH0702
 LH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK714312(NAD 83)
 LH0702
 LH0702                          SUPERSEDED SURVEY CONTROL
 LH0702
 LH0702  NGVD 29 (??/??/92)  597.334  (m)         1959.75   (f) ADJ UNCH    2 0
 LH0702
 LH0702.Superseded values are not recommended for survey control.
 LH0702
 LH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0702.See file dsdata.pdf to determine how the superseded data were derived.
 LH0702
 LH0702_MARKER: DB = BENCH MARK DISK
 LH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0702_STAMPING: F 201 1934
 LH0702_MARK LOGO: CGS
 LH0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0702+STABILITY: SURFACE MOTION
 LH0702
 LH0702  HISTORY     - Date     Condition        Report By
 LH0702  HISTORY     - 1934     MONUMENTED       CGS
 LH0702  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0702
 LH0702                          STATION DESCRIPTION
 LH0702
 LH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0702'5.2 MI SW FROM REPUBLICAN CITY.
 LH0702'5.2 MILES SOUTHWEST ALONG THE OLD ROADBED OF THE CHICAGO,
 LH0702'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT REPUBLICAN
 LH0702'CITY, HARLAN COUNTY, ON THE WEST SIDE OF THE OLD ROADBED, 535
 LH0702'FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST COUNTY ROAD
 LH0702'BETWEEN SECTIONS 22 AND 27, T 1 N, R 18 W, AND GUARDED BY A
 LH0702'2-1/2-INCH PIPE PAINTED WHITE WITH TWO BLACK STRIPES NEAR THE
 LH0702'TOP.  A STANDARD DISK, STAMPED F 201 1934 AND SET IN THE TOP
 LH0702'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LH0702
 LH0702                          STATION RECOVERY (1974)
 LH0702
 LH0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0702'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0117 ***********************************************************************
 LJ0117  DESIGNATION -  F 206
 LJ0117  PID         -  LJ0117
 LJ0117  STATE/COUNTY-  NE/HITCHCOCK
 LJ0117  COUNTRY     -  US
 LJ0117  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0117
 LJ0117                         *CURRENT SURVEY CONTROL
 LJ0117  ______________________________________________________________________
 LJ0117* NAD 83(1986) POSITION- 40 14 04.     (N) 100 53 13.     (W)   SCALED
 LJ0117* NAVD 88 ORTHO HEIGHT -   795.427 (meters)     2609.66  (feet) ADJUSTED
 LJ0117  ______________________________________________________________________
 LJ0117  GEOID HEIGHT    -        -23.650 (meters)                     GEOID18
 LJ0117  DYNAMIC HEIGHT  -        794.898 (meters)     2607.93  (feet) COMP
 LJ0117  MODELED GRAVITY -    979,933.6   (mgal)                       NAVD 88
 LJ0117
 LJ0117  VERT ORDER      -  SECOND    CLASS 0
 LJ0117
 LJ0117.The horizontal coordinates were scaled from a map and have
 LJ0117.an estimated accuracy of +/- 6 seconds.
 LJ0117
 LJ0117.The orthometric height was determined by differential leveling and
 LJ0117.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0117.in June 1991.
 LJ0117
 LJ0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0117.GEOID18 height accuracy estimate available here.
 LJ0117
 LJ0117.Click photographs - Photos may exist for this station.
 LJ0117
 LJ0117.The dynamic height is computed by dividing the NAVD 88
 LJ0117.geopotential number by the normal gravity value computed on the
 LJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0117.degrees latitude (g = 980.6199 gals.).
 LJ0117
 LJ0117.The modeled gravity was interpolated from observed gravity values.
 LJ0117
 LJ0117;                    North         East    Units  Estimated Accuracy
 LJ0117;SPC NE       -    44,920.      424,530.      MT  (+/- 180 meters Scaled)
 LJ0117
 LJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK394554(NAD 83)
 LJ0117
 LJ0117                          SUPERSEDED SURVEY CONTROL
 LJ0117
 LJ0117  NGVD 29 (??/??/92)  795.113  (m)         2608.63   (f) ADJ UNCH    2 0
 LJ0117
 LJ0117.Superseded values are not recommended for survey control.
 LJ0117
 LJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0117.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0117
 LJ0117_MARKER: DB = BENCH MARK DISK
 LJ0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0117_SP_SET: IRRIGATION CONTROL GATE WALL
 LJ0117_STAMPING: F 206 1939
 LJ0117_MARK LOGO: CGS
 LJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0117+STABILITY: SURFACE MOTION
 LJ0117
 LJ0117  HISTORY     - Date     Condition        Report By
 LJ0117  HISTORY     - 1939     MONUMENTED       CGS
 LJ0117  HISTORY     - 1942     GOOD             CGS
 LJ0117
 LJ0117                          STATION DESCRIPTION
 LJ0117
 LJ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0117'3.6 MI W FROM CULBERTSON.
 LJ0117'3.6 MILES WEST ALONG THE CULBERTSON TO IMPERIAL BRANCH OF THE
 LJ0117'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 LJ0117'CULBERTSON, HITCHCOCK COUNTY, AT AN IRRIGATION CONTROL GATE, IN
 LJ0117'THE TOP OF THE EAST END OF THE NORTH CONCRETE WALL, 98 YARDS
 LJ0117'NORTHEAST OF THE CROSSING OF U.S. HIGHWAY 34, 90 FEET NORTHWEST
 LJ0117'OF THE JUNCTION OF U.S. HIGHWAYS 6 AND 34, 30 FEET EAST OF THE
 LJ0117'CENTERLINE OF A FARM ROAD LEADING NORTH, AND 2 FEET LOWER THAN
 LJ0117'THE ROAD.  A STANDARD DISK, STAMPED F 206 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0503 ***********************************************************************
 LG0503  DESIGNATION -  F 207
 LG0503  PID         -  LG0503
 LG0503  STATE/COUNTY-  NE/SEWARD
 LG0503  COUNTRY     -  US
 LG0503  USGS QUAD   -  MILFORD (2017)
 LG0503
 LG0503                         *CURRENT SURVEY CONTROL
 LG0503  ______________________________________________________________________
 LG0503* NAD 83(1986) POSITION- 40 50 25.     (N) 097 04 46.     (W)   SCALED
 LG0503* NAVD 88 ORTHO HEIGHT -   435.013 (meters)     1427.21  (feet) ADJUSTED
 LG0503  ______________________________________________________________________
 LG0503  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 LG0503  DYNAMIC HEIGHT  -        434.777 (meters)     1426.43  (feet) COMP
 LG0503  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LG0503
 LG0503  VERT ORDER      -  SECOND    CLASS 0
 LG0503
 LG0503.The horizontal coordinates were scaled from a map and have
 LG0503.an estimated accuracy of +/- 6 seconds.
 LG0503
 LG0503.The orthometric height was determined by differential leveling and
 LG0503.adjusted by the NATIONAL GEODETIC SURVEY
 LG0503.in June 1991.
 LG0503
 LG0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0503.GEOID18 height accuracy estimate available here.
 LG0503
 LG0503.Click photographs - Photos may exist for this station.
 LG0503
 LG0503.The dynamic height is computed by dividing the NAVD 88
 LG0503.geopotential number by the normal gravity value computed on the
 LG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0503.degrees latitude (g = 980.6199 gals.).
 LG0503
 LG0503.The modeled gravity was interpolated from observed gravity values.
 LG0503
 LG0503;                    North         East    Units  Estimated Accuracy
 LG0503;SPC NE       -   115,960.      746,200.      MT  (+/- 180 meters Scaled)
 LG0503
 LG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL619228(NAD 83)
 LG0503
 LG0503                          SUPERSEDED SURVEY CONTROL
 LG0503
 LG0503  NGVD 29 (??/??/92)  434.832  (m)         1426.61   (f) ADJ UNCH    2 0
 LG0503
 LG0503.Superseded values are not recommended for survey control.
 LG0503
 LG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0503.See file dsdata.pdf to determine how the superseded data were derived.
 LG0503
 LG0503_MARKER: DB = BENCH MARK DISK
 LG0503_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0503+WITH SETTING: PAVEMENT
 LG0503_SP_SET: SIGNAL BASE
 LG0503_STAMPING: F 207 1939
 LG0503_MARK LOGO: CGS
 LG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0503+STABILITY: SURFACE MOTION
 LG0503
 LG0503  HISTORY     - Date     Condition        Report By
 LG0503  HISTORY     - 1939     MONUMENTED       CGS
 LG0503
 LG0503                          STATION DESCRIPTION
 LG0503
 LG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0503'0.8 MI N FROM RUBY.
 LG0503'0.8 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0503'FROM THE STATION AT RUBY, SEWARD COUNTY, AT A SIGNAL TOWER, IN
 LG0503'THE TOP OF THE NORTHWEST CORNER OF THE BASE, 12 FEET WEST OF
 LG0503'THE CENTER LINE OF THE TRACK, 10 FEET EAST OF THE CENTER LINE
 LG0503'OF A DIRT ROAD, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE
 LG0503'RAIL.  A STANDARD DISK, STAMPED F 207 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0014 ***********************************************************************
 LG0014  DESIGNATION -  F 208
 LG0014  PID         -  LG0014
 LG0014  STATE/COUNTY-  NE/OTOE
 LG0014  COUNTRY     -  US
 LG0014  USGS QUAD   -  SYRACUSE (2017)
 LG0014
 LG0014                         *CURRENT SURVEY CONTROL
 LG0014  ______________________________________________________________________
 LG0014* NAD 83(1986) POSITION- 40 38 22.     (N) 096 10 04.     (W)   SCALED
 LG0014* NAVD 88 ORTHO HEIGHT -   314.447 (meters)     1031.65  (feet) ADJUSTED
 LG0014  ______________________________________________________________________
 LG0014  GEOID HEIGHT    -        -27.878 (meters)                     GEOID18
 LG0014  DYNAMIC HEIGHT  -        314.287 (meters)     1031.12  (feet) COMP
 LG0014  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 LG0014
 LG0014  VERT ORDER      -  FIRST     CLASS II
 LG0014
 LG0014.The horizontal coordinates were scaled from a map and have
 LG0014.an estimated accuracy of +/- 6 seconds.
 LG0014
 LG0014.The orthometric height was determined by differential leveling and
 LG0014.adjusted by the NATIONAL GEODETIC SURVEY
 LG0014.in June 1991.
 LG0014
 LG0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0014.GEOID18 height accuracy estimate available here.
 LG0014
 LG0014.Click photographs - Photos may exist for this station.
 LG0014
 LG0014.The dynamic height is computed by dividing the NAVD 88
 LG0014.geopotential number by the normal gravity value computed on the
 LG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0014.degrees latitude (g = 980.6199 gals.).
 LG0014
 LG0014.The modeled gravity was interpolated from observed gravity values.
 LG0014
 LG0014;                    North         East    Units  Estimated Accuracy
 LG0014;SPC NE       -    96,680.      824,000.      MT  (+/- 180 meters Scaled)
 LG0014
 LG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL395025(NAD 83)
 LG0014
 LG0014                          SUPERSEDED SURVEY CONTROL
 LG0014
 LG0014  NGVD 29 (??/??/92)  314.333  (m)         1031.27   (f) ADJ UNCH    1 2
 LG0014
 LG0014.Superseded values are not recommended for survey control.
 LG0014
 LG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0014.See file dsdata.pdf to determine how the superseded data were derived.
 LG0014
 LG0014_MARKER: DB = BENCH MARK DISK
 LG0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0014_STAMPING: F 208 1940
 LG0014_MARK LOGO: CGS
 LG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0014+STABILITY: SURFACE MOTION
 LG0014
 LG0014  HISTORY     - Date     Condition        Report By
 LG0014  HISTORY     - 1940     MONUMENTED       CGS
 LG0014  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0014
 LG0014                          STATION DESCRIPTION
 LG0014
 LG0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0014'1.5 MI SE FROM SYRACUSE.
 LG0014'1.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0014'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 0.2 MILE
 LG0014'SOUTHEAST OF MILEPOST 26, AT A FARMROAD CROSSING, 75 FEET
 LG0014'NORTHEAST OF THE CENTER OF THE CROSSING, 40.6 FEET EAST OF THE
 LG0014'CENTERLINE OF THE TRACK, 22 FEET WEST OF THE CENTERLINE OF A DIRT
 LG0014'ROAD, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0014'DISK, STAMPED F 208 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0014'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0014
 LG0014                          STATION RECOVERY (1964)
 LG0014
 LG0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0084 ***********************************************************************
 NO0084  DESIGNATION -  F 21
 NO0084  PID         -  NO0084
 NO0084  STATE/COUNTY-  NE/CHERRY
 NO0084  COUNTRY     -  US
 NO0084  USGS QUAD   -  SQUARE LAKE (2017)
 NO0084
 NO0084                         *CURRENT SURVEY CONTROL
 NO0084  ______________________________________________________________________
 NO0084* NAD 83(1986) POSITION- 42 26 05.70   (N) 100 54 40.18   (W)   HD_HELD1
 NO0084* NAVD 88 ORTHO HEIGHT -   938.357 (meters)     3078.59  (feet) ADJUSTED
 NO0084  ______________________________________________________________________
 NO0084  GEOID HEIGHT    -        -20.687 (meters)                     GEOID18
 NO0084  DYNAMIC HEIGHT  -        937.919 (meters)     3077.16  (feet) COMP
 NO0084  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 NO0084
 NO0084  VERT ORDER      -  FIRST     CLASS II
 NO0084
 NO0084.The horizontal coordinates were determined by differentially corrected
 NO0084.hand held GPS observations or other comparable positioning techniques
 NO0084.and have an estimated accuracy of +/- 3 meters.
 NO0084
 NO0084.The orthometric height was determined by differential leveling and
 NO0084.adjusted by the NATIONAL GEODETIC SURVEY
 NO0084.in June 1991.
 NO0084
 NO0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0084.GEOID18 height accuracy estimate available here.
 NO0084
 NO0084.Click photographs - Photos may exist for this station.
 NO0084
 NO0084.The dynamic height is computed by dividing the NAVD 88
 NO0084.geopotential number by the normal gravity value computed on the
 NO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0084.degrees latitude (g = 980.6199 gals.).
 NO0084
 NO0084.The modeled gravity was interpolated from observed gravity values.
 NO0084
 NO0084;                    North         East    Units  Estimated Accuracy
 NO0084;SPC NE       -   289,249.8     425,043.0     MT  (+/- 3 meters HH1 GPS) 
 NO0084
 NO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4280199835(NAD 83)
 NO0084
 NO0084                          SUPERSEDED SURVEY CONTROL
 NO0084
 NO0084  NGVD 29 (??/??/92)  938.047  (m)         3077.58   (f) ADJ UNCH    1 2
 NO0084
 NO0084.Superseded values are not recommended for survey control.
 NO0084
 NO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0084.See file dsdata.pdf to determine how the superseded data were derived.
 NO0084
 NO0084_MARKER: DB = BENCH MARK DISK
 NO0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0084_STAMPING: 3077.576 F 21 1933
 NO0084_MARK LOGO: CGS
 NO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0084+STABILITY: SURFACE MOTION
 NO0084
 NO0084  HISTORY     - Date     Condition        Report By
 NO0084  HISTORY     - 1933     MONUMENTED       CGS
 NO0084  HISTORY     - 1934     GOOD             CGS
 NO0084  HISTORY     - 19850718 MARK NOT FOUND   USPSQD
 NO0084
 NO0084                          STATION DESCRIPTION
 NO0084
 NO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0084'33.5 MI N FROM MULLEN.
 NO0084'IN CHERRY COUNTY, 33.5 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0084'HOOKER COUNTY, 2.4 MILES SOUTHWEST OF SEARS RANCH, 2.0 MILES
 NO0084'NORTHEAST OF THE W.B. SHERMAN RANCHHOUSE IN 1933, 1.2 MILES WEST
 NO0084'OF SQUARE LAKE, AT A VALLEY WHERE THE ROAD LEADS THROUGH A SMALL
 NO0084'PASS, AND 70 FEET SOUTH OF THE ABANDONED HIGHWAY.  A STANDARD
 NO0084'DISK, STAMPED 3077.576 F 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0084'POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0084
 NO0084                          STATION RECOVERY (1934)
 NO0084
 NO0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0084'RECOVERED IN GOOD CONDITION.
 NO0084
 NO0084                          STATION RECOVERY (1985)
 NO0084
 NO0084'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0437 ***********************************************************************
 LG0437  DESIGNATION -  F 210
 LG0437  PID         -  LG0437
 LG0437  STATE/COUNTY-  NE/SALINE
 LG0437  COUNTRY     -  US
 LG0437  USGS QUAD   -  FRIEND (2017)
 LG0437
 LG0437                         *CURRENT SURVEY CONTROL
 LG0437  ______________________________________________________________________
 LG0437* NAD 83(1986) POSITION- 40 39 41.     (N) 097 17 32.     (W)   SCALED
 LG0437* NAVD 88 ORTHO HEIGHT -   479.339 (meters)     1572.63  (feet) ADJUSTED
 LG0437  ______________________________________________________________________
 LG0437  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 LG0437  DYNAMIC HEIGHT  -        479.078 (meters)     1571.78  (feet) COMP
 LG0437  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LG0437
 LG0437  VERT ORDER      -  FIRST     CLASS II
 LG0437
 LG0437.The horizontal coordinates were scaled from a map and have
 LG0437.an estimated accuracy of +/- 6 seconds.
 LG0437
 LG0437.The orthometric height was determined by differential leveling and
 LG0437.adjusted by the NATIONAL GEODETIC SURVEY
 LG0437.in June 1991.
 LG0437
 LG0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0437.GEOID18 height accuracy estimate available here.
 LG0437
 LG0437.Click photographs - Photos may exist for this station.
 LG0437
 LG0437.The dynamic height is computed by dividing the NAVD 88
 LG0437.geopotential number by the normal gravity value computed on the
 LG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0437.degrees latitude (g = 980.6199 gals.).
 LG0437
 LG0437.The modeled gravity was interpolated from observed gravity values.
 LG0437
 LG0437;                    North         East    Units  Estimated Accuracy
 LG0437;SPC NE       -    95,520.      728,890.      MT  (+/- 180 meters Scaled)
 LG0437
 LG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL443025(NAD 83)
 LG0437
 LG0437                          SUPERSEDED SURVEY CONTROL
 LG0437
 LG0437  NGVD 29 (??/??/92)  479.176  (m)         1572.10   (f) ADJ UNCH    1 2
 LG0437
 LG0437.Superseded values are not recommended for survey control.
 LG0437
 LG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0437.See file dsdata.pdf to determine how the superseded data were derived.
 LG0437
 LG0437_MARKER: DB = BENCH MARK DISK
 LG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0437_STAMPING: F 210 1940
 LG0437_MARK LOGO: CGS
 LG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0437+STABILITY: SURFACE MOTION
 LG0437
 LG0437  HISTORY     - Date     Condition        Report By
 LG0437  HISTORY     - 1940     MONUMENTED       CGS
 LG0437  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0437
 LG0437                          STATION DESCRIPTION
 LG0437
 LG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0437'0.8 MI N FROM FRIEND.
 LG0437'0.8 MILE NORTH ALONG A GRAVEL COUNTY ROAD FROM THE CHICAGO,
 LG0437'BURLINGTON AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY,
 LG0437'AT THE LEE WALKER RESIDENCE, IN THE SOUTHWEST CORNER OF THE
 LG0437'FRONT YARD, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 21 FEET
 LG0437'SOUTH OF A PRIVATE DRIVEWAY, 10.2 FEET NORTH OF A TWIN CEDAR
 LG0437'TREE, AND 5 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED F
 LG0437'210 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LG0437'ABOVE GROUND.
 LG0437
 LG0437                          STATION RECOVERY (1991)
 LG0437
 LG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0437'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1281 ***********************************************************************
 LG1281  DESIGNATION -  F 210 RESET
 LG1281  PID         -  LG1281
 LG1281  STATE/COUNTY-  NE/SALINE
 LG1281  COUNTRY     -  US
 LG1281  USGS QUAD   -  FRIEND (2017)
 LG1281
 LG1281                         *CURRENT SURVEY CONTROL
 LG1281  ______________________________________________________________________
 LG1281* NAD 83(1986) POSITION- 40 39 43.     (N) 097 17 33.     (W)   SCALED
 LG1281* NAVD 88 ORTHO HEIGHT -   478.510 (meters)     1569.91  (feet) ADJUSTED
 LG1281  ______________________________________________________________________
 LG1281  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 LG1281  DYNAMIC HEIGHT  -        478.249 (meters)     1569.06  (feet) COMP
 LG1281  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LG1281
 LG1281  VERT ORDER      -  FIRST     CLASS II
 LG1281
 LG1281.The horizontal coordinates were scaled from a map and have
 LG1281.an estimated accuracy of +/- 6 seconds.
 LG1281
 LG1281.The orthometric height was determined by differential leveling and
 LG1281.adjusted by the NATIONAL GEODETIC SURVEY
 LG1281.in May 1993.
 LG1281
 LG1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1281.GEOID18 height accuracy estimate available here.
 LG1281
 LG1281.Click photographs - Photos may exist for this station.
 LG1281
 LG1281.The dynamic height is computed by dividing the NAVD 88
 LG1281.geopotential number by the normal gravity value computed on the
 LG1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1281.degrees latitude (g = 980.6199 gals.).
 LG1281
 LG1281.The modeled gravity was interpolated from observed gravity values.
 LG1281
 LG1281;                    North         East    Units  Estimated Accuracy
 LG1281;SPC NE       -    95,580.      728,870.      MT  (+/- 180 meters Scaled)
 LG1281
 LG1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL443026(NAD 83)
 LG1281
 LG1281                          SUPERSEDED SURVEY CONTROL
 LG1281
 LG1281.No superseded survey control is available for this station.
 LG1281
 LG1281_MARKER: DV = VERTICAL CONTROL DISK
 LG1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1281_STAMPING: F 210 1940 RESET 1982
 LG1281_MARK LOGO: NGS
 LG1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1281+STABILITY: SURFACE MOTION
 LG1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1281+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1281
 LG1281  HISTORY     - Date     Condition        Report By
 LG1281  HISTORY     - 1982     MONUMENTED       NEDR
 LG1281  HISTORY     - 19911008 GOOD             NGS
 LG1281
 LG1281                          STATION DESCRIPTION
 LG1281
 LG1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1281'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1281'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.8 KM (0.50 MI) NORTHERLY
 LG1281'ALONG STATE HIGHWAY 80 EAST LINK, NEAR THE NORTHWEST CORNER OF THE
 LG1281'WEBER RESIDENCE LAWN, 24.5 M (80.4 FT) NORTHWEST OF THE NORTHWEST
 LG1281'CORNER OF A BUILDING, 23.0 M (75.5 FT) NORTH OF THE CENTER OF A
 LG1281'DRIVEWAY, 13.7 M (44.9 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 LG1281'CENTERLINE, 4.5 M (14.8 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 3.9 M
 LG1281'(12.8 FT) WEST OF THE WEST FACE OF A ROUND STORAGE BIN, 0.3 M (1.0
 LG1281'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LG1281'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1387 ***********************************************************************
 MK1387  DESIGNATION -  F 211
 MK1387  PID         -  MK1387
 MK1387  STATE/COUNTY-  NE/MERRICK
 MK1387  COUNTRY     -  US
 MK1387  USGS QUAD   -  SILVER CREEK (2017)
 MK1387
 MK1387                         *CURRENT SURVEY CONTROL
 MK1387  ______________________________________________________________________
 MK1387* NAD 83(1986) POSITION- 41 17 38.     (N) 097 42 14.     (W)   SCALED
 MK1387* NAVD 88 ORTHO HEIGHT -   476.495 (meters)     1563.30  (feet) ADJUSTED
 MK1387  ______________________________________________________________________
 MK1387  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 MK1387  DYNAMIC HEIGHT  -        476.273 (meters)     1562.57  (feet) COMP
 MK1387  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 MK1387
 MK1387  VERT ORDER      -  FIRST     CLASS II
 MK1387
 MK1387.The horizontal coordinates were scaled from a map and have
 MK1387.an estimated accuracy of +/- 6 seconds.
 MK1387
 MK1387.The orthometric height was determined by differential leveling and
 MK1387.adjusted by the NATIONAL GEODETIC SURVEY
 MK1387.in June 1991.
 MK1387
 MK1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1387.GEOID18 height accuracy estimate available here.
 MK1387
 MK1387.Click photographs - Photos may exist for this station.
 MK1387
 MK1387.The dynamic height is computed by dividing the NAVD 88
 MK1387.geopotential number by the normal gravity value computed on the
 MK1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1387.degrees latitude (g = 980.6199 gals.).
 MK1387
 MK1387.The modeled gravity was interpolated from observed gravity values.
 MK1387
 MK1387;                    North         East    Units  Estimated Accuracy
 MK1387;SPC NE       -   164,710.      692,240.      MT  (+/- 180 meters Scaled)
 MK1387
 MK1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL085721(NAD 83)
 MK1387
 MK1387                          SUPERSEDED SURVEY CONTROL
 MK1387
 MK1387  NGVD 29 (??/??/92)  476.293  (m)         1562.64   (f) ADJ UNCH    1 2
 MK1387
 MK1387.Superseded values are not recommended for survey control.
 MK1387
 MK1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1387.See file dsdata.pdf to determine how the superseded data were derived.
 MK1387
 MK1387_MARKER: DB = BENCH MARK DISK
 MK1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1387_STAMPING: F 211 1940
 MK1387_MARK LOGO: CGS
 MK1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1387+STABILITY: SURFACE MOTION
 MK1387
 MK1387  HISTORY     - Date     Condition        Report By
 MK1387  HISTORY     - 1940     MONUMENTED       CGS
 MK1387
 MK1387                          STATION DESCRIPTION
 MK1387
 MK1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1387'2.7 MI SW FROM SILVER CREEK.
 MK1387'2.7 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1387'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1387'NO. 30, 300 FEET NORTHEAST OF MILEPOST NO. 105, 200 FEET EAST OF
 MK1387'CENTER OF INTERSECTION OF EAST-WEST ROAD AND RR., 61 FEET SOUTH OF
 MK1387'CENTERLINE OF THE SOUTH MAIN TRACK, 35 FEET NORTH OF CENTERLINE OF
 MK1387'HIGHWAY, 9.0 FEET NORTHEAST OF THE LAST ONE OF A ROW OF LARGE
 MK1387'COTTONWOOD TREES, 3.0 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WOODEN
 MK1387'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1135 ***********************************************************************
 MK1135  CBN         -  This is a Cooperative Base Network Control Station.
 MK1135  DESIGNATION -  F 213
 MK1135  PID         -  MK1135
 MK1135  STATE/COUNTY-  NE/MADISON
 MK1135  COUNTRY     -  US
 MK1135  USGS QUAD   -  HUMPHREY (2017)
 MK1135
 MK1135                         *CURRENT SURVEY CONTROL
 MK1135  ______________________________________________________________________
 MK1135* NAD 83(2011) POSITION- 41 44 36.05893(N) 097 29 13.67952(W)   ADJUSTED
 MK1135* NAD 83(2011) ELLIP HT-   492.012 (meters)        (06/27/12)   ADJUSTED
 MK1135* NAD 83(2011) EPOCH   -  2010.00
 MK1135* NAVD 88 ORTHO HEIGHT -   516.750 (meters)     1695.37  (feet) ADJUSTED
 MK1135  ______________________________________________________________________
 MK1135  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 MK1135  NAD 83(2011) X  -   -621,077.896 (meters)                     COMP
 MK1135  NAD 83(2011) Y  - -4,725,755.478 (meters)                     COMP
 MK1135  NAD 83(2011) Z  -  4,224,704.417 (meters)                     COMP
 MK1135  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 MK1135  DYNAMIC HEIGHT  -        516.533 (meters)     1694.66  (feet) COMP
 MK1135  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 MK1135
 MK1135  VERT ORDER      -  FIRST     CLASS II
 MK1135
 MK1135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1135  Standards:
 MK1135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1135  -------------------------------------------------------------------
 MK1135  NETWORK    0.49   1.20           0.23   0.15   0.61     -0.01357489
 MK1135  -------------------------------------------------------------------
 MK1135  Click here for local accuracies and other accuracy information.
 MK1135
 MK1135.The horizontal coordinates were established by GPS observations
 MK1135.and adjusted by the National Geodetic Survey in June 2012.
 MK1135
 MK1135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1135.been affixed to the stable North American tectonic plate. See 
 MK1135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1135
 MK1135.The horizontal coordinates are valid at the epoch date displayed above
 MK1135.which is a decimal equivalence of Year/Month/Day.
 MK1135
 MK1135.The orthometric height was determined by differential leveling and
 MK1135.adjusted by the NATIONAL GEODETIC SURVEY
 MK1135.in June 1991.
 MK1135
 MK1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1135.GEOID18 height accuracy estimate available here.
 MK1135
 MK1135.Click photographs - Photos may exist for this station.
 MK1135
 MK1135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1135
 MK1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1135
 MK1135.The ellipsoidal height was determined by GPS observations
 MK1135.and is referenced to NAD 83.
 MK1135
 MK1135.The dynamic height is computed by dividing the NAVD 88
 MK1135.geopotential number by the normal gravity value computed on the
 MK1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1135.degrees latitude (g = 980.6199 gals.).
 MK1135
 MK1135.The modeled gravity was interpolated from observed gravity values.
 MK1135
 MK1135. The following values were computed from the NAD 83(2011) position.
 MK1135
 MK1135;                    North         East     Units Scale Factor Converg.
 MK1135;SPC NE       -   215,097.174   708,928.418   MT  0.99966716   +1 39 55.0
 MK1135;SPC NE       -   705,697.98  2,325,875.98   sFT  0.99966716   +1 39 55.0
 MK1135;UTM  14      - 4,622,387.158   625,795.914   MT  0.99979473   +1 00 26.6
 MK1135
 MK1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1135!SPC NE       -   0.99992284  x   0.99966716  =   0.99959002
 MK1135!UTM  14      -   0.99992284  x   0.99979473  =   0.99971758
 MK1135
 MK1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2579522387(NAD 83)
 MK1135
 MK1135                          SUPERSEDED SURVEY CONTROL
 MK1135
 MK1135  NAD 83(2007)-  41 44 36.05887(N)    097 29 13.68022(W) AD(2002.00) 0
 MK1135  ELLIP H (02/10/07)  492.036  (m)                       GP(2002.00)    
 MK1135  ELLIP H (07/10/01)  492.019  (m)                       GP(       ) 4 1
 MK1135  NAD 83(1995)-  41 44 36.05881(N)    097 29 13.67981(W) AD(       ) B
 MK1135  ELLIP H (06/25/96)  492.070  (m)                       GP(       ) 1 1
 MK1135  NAD 83(1986)-  41 44 36.06804(N)    097 29 13.68357(W) AD(       ) 1
 MK1135  NAVD 88 (07/10/01)  516.8    (m)  GEOID99  model used  GPS OBS        
 MK1135  NAVD 88             516.75   (m)         1695.4    (f) LEVELING    3  
 MK1135  NGVD 29 (??/??/92)  516.559  (m)         1694.74   (f) ADJ UNCH    1 2
 MK1135  NGVD 29 (02/23/90)  517.     (m)  RAPSU86  model used  GPS OBS        
 MK1135
 MK1135.Superseded values are not recommended for survey control.
 MK1135
 MK1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1135.See file dsdata.pdf to determine how the superseded data were derived.
 MK1135
 MK1135_MARKER: DB = BENCH MARK DISK
 MK1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1135_STAMPING: F 213 1940
 MK1135_MARK LOGO: CGS
 MK1135_PROJECTION: RECESSED 1 CENTIMETERS
 MK1135_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1135+STABILITY: SURFACE MOTION
 MK1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1135+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2020
 MK1135
 MK1135  HISTORY     - Date     Condition        Report By
 MK1135  HISTORY     - 1940     MONUMENTED       CGS
 MK1135  HISTORY     - 19890413 GOOD             NGS
 MK1135  HISTORY     - 19950509 GOOD             NGS
 MK1135  HISTORY     - 20000605 GOOD             NEDR
 MK1135  HISTORY     - 20170110 GOOD             NEGS
 MK1135  HISTORY     - 20201028 GOOD             NEGS
 MK1135
 MK1135                          STATION DESCRIPTION
 MK1135
 MK1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1135'3.6 MI N FROM HUMPHREY.
 MK1135'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 0.2
 MK1135'MILE NORTH OF STATION SIGN PECK, 125 FEET NORTHWEST OF CENTER
 MK1135'OF INTERSECTION OF EAST-WEST GRAVEL ROAD AND TRACK, 112 FEET
 MK1135'NORTH OF CENTERLINE OF ROAD, 42.6 FEET WEST OF CENTERLINE OF
 MK1135'TRACK, AT NORTH END OF PECK SIDING, 3.4 FEET NORTH OF 4 X 4 INCH
 MK1135'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1135'0.5 FOOT.
 MK1135
 MK1135                          STATION RECOVERY (1989)
 MK1135
 MK1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK1135'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF MADISON, 6.5 KM
 MK1135'(4.05 MI) NORTH OF HUMPHREY, AT THE PLATTE-MADISON COUNTY LINE, AT THE
 MK1135'JUNCTION OF A GRAVEL ROAD AND RAILROAD RIGHT-OF-WAY.
 MK1135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 MK1135'HIGHWAY 91, ABOUT 2 KM (1.25 MI) EAST-NORTHEAST OF HUMPHREY, GO NORTH
 MK1135'ON U.S. HIGHWAY 81 FOR 4.75 KM (2.95 MI) TO A GRAVEL CROSSROAD AT THE
 MK1135'COUNTY LINE.  TURN LEFT AND GO WEST FOR 1.88 KM (1.15 MI) TO THE
 MK1135'RAILROAD TRACK AND THE STATION ON THE RIGHT.
 MK1135'THE STATION MARK IS SET 33.2 M (108.9 FT) NORTH OF THE ROAD CENTER,
 MK1135'13.0 M (42.7 FT) WEST OF THE WEST RAIL OF THE TRACKS, 4.2 M (13.8 FT)
 MK1135'WEST OF A TRACK ROAD CENTER, 0.9 METER EAST OF A FENCE, 0.3 M
 MK1135'(1.0 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) EAST OF A LEANING 5
 MK1135'CM PIPE PROJECTING 1 M (3.3 FT) AND IS 1 CM BELOW THE SURFACE.
 MK1135'DESCRIBED BY G. R. HEID, TYPED BY R.D.BALL.
 MK1135
 MK1135                          STATION RECOVERY (1995)
 MK1135
 MK1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1135'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) SOUTH OF MADISON, 4.0 MI
 MK1135'(6.4 KM) NORTH OF HUMPHREY, AT THE MADISON/PLATTE COUNTY LINE, AT THE
 MK1135'CROSSING OF THE COUNTY LINE ROAD AND A RAILROAD, ON RAILROAD
 MK1135'RIGHT-OF-WAY, IN THE SE 1/4, SEC36, T21N, R2W.  TO REACH THE MARK FROM
 MK1135'THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 91, ABOUT 1.25 MI
 MK1135'(2.01 KM) EAST OF HUMPHREY, GO NORTH ON HIGHWAY 81 FOR 2.95 MI (4.75
 MK1135'KM) TO A GRAVELED CROSSROAD AT THE COUNTY LINE.  TURN LEFT AND GO WEST
 MK1135'1.15 MI (1.85 KM) TO THE CROSSING AND THE MARK ON THE RIGHT.  THE DISK
 MK1135'IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED
 MK1135'ABOUT 0.1 FT (3.0 CM) BELOW THE GROUND SURFACE.  IT IS 109.0 FT (33.2
 MK1135'M) NORTH FROM THE CENTERLINE OF THE ROAD, 42.7 FT (13.0 M) WEST OF THE
 MK1135'WEST RAIL OF THE TRACKS, 3.0 FT (0.9 M) EAST FROM A FENCE, 1.6 FT (0.5
 MK1135'M) EAST FROM AN OLD PIPE THAT LEANS TO THE WEST AND 1.0 FT (0.3 M)
 MK1135'SOUTH OF A WITNESS POST.
 MK1135
 MK1135                          STATION RECOVERY (2000)
 MK1135
 MK1135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK1135'RECOVERED AS DESCRIBED.
 MK1135
 MK1135                          STATION RECOVERY (2017)
 MK1135
 MK1135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 MK1135'RECOVERED IN GOOD CONDITION
 MK1135
 MK1135                          STATION RECOVERY (2020)
 MK1135
 MK1135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1135'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND NE. HIGHWAY 91,
 MK1135'NORTHEAST OF HUMPHREY NE., TRAVEL NORTH ON HIGHWAY 81 FOR 3.0 MI (4.8
 MK1135'KM).  TURN LEFT (WEST) AT THE INTERSECTION OF NE. HIGHWAY 81 AND 822ND
 MK1135'ROAD GO WEST ON 822ND ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 MK1135'RIGHT (NORTH).  THE MARK IS 1.9 FT (0.6 M) WEST FROM WITNESS POST, 2.3
 MK1135'FT (0.7 M) SOUTH OF A WITNESS POST, 42.7 FT (13.0 M) WEST OF THE WEST
 MK1135'RAIL OF THE TRACKS AND 108.9 FT (33.2 M) NORTH OF THE CENTERLINE OF
 MK1135'822ND ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1235 ***********************************************************************
 NM1235  DESIGNATION -  F 214
 NM1235  PID         -  NM1235
 NM1235  STATE/COUNTY-  NE/PIERCE
 NM1235  COUNTRY     -  US
 NM1235  USGS QUAD   -  PIERCE (2017)
 NM1235
 NM1235                         *CURRENT SURVEY CONTROL
 NM1235  ______________________________________________________________________
 NM1235* NAD 83(1986) POSITION- 42 11 49.     (N) 097 31 30.     (W)   SCALED
 NM1235* NAVD 88 ORTHO HEIGHT -   483.411 (meters)     1585.99  (feet) ADJUSTED
 NM1235  ______________________________________________________________________
 NM1235  GEOID HEIGHT    -        -24.946 (meters)                     GEOID18
 NM1235  DYNAMIC HEIGHT  -        483.226 (meters)     1585.38  (feet) COMP
 NM1235  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 NM1235
 NM1235  VERT ORDER      -  FIRST     CLASS II
 NM1235
 NM1235.The horizontal coordinates were scaled from a map and have
 NM1235.an estimated accuracy of +/- 6 seconds.
 NM1235
 NM1235.The orthometric height was determined by differential leveling and
 NM1235.adjusted by the NATIONAL GEODETIC SURVEY
 NM1235.in June 1991.
 NM1235
 NM1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1235.GEOID18 height accuracy estimate available here.
 NM1235
 NM1235.Click photographs - Photos may exist for this station.
 NM1235
 NM1235.The dynamic height is computed by dividing the NAVD 88
 NM1235.geopotential number by the normal gravity value computed on the
 NM1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1235.degrees latitude (g = 980.6199 gals.).
 NM1235
 NM1235.The modeled gravity was interpolated from observed gravity values.
 NM1235
 NM1235;                    North         East    Units  Estimated Accuracy
 NM1235;SPC NE       -   265,350.      704,340.      MT  (+/- 180 meters Scaled)
 NM1235
 NM1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM217726(NAD 83)
 NM1235
 NM1235                          SUPERSEDED SURVEY CONTROL
 NM1235
 NM1235  NGVD 29 (??/??/92)  483.238  (m)         1585.42   (f) ADJ UNCH    1 2
 NM1235
 NM1235.Superseded values are not recommended for survey control.
 NM1235
 NM1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1235.See file dsdata.pdf to determine how the superseded data were derived.
 NM1235
 NM1235_MARKER: DB = BENCH MARK DISK
 NM1235_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1235_SP_SET: WALL
 NM1235_STAMPING: F 214 1940
 NM1235_MARK LOGO: CGS
 NM1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1235+STABILITY: SURFACE MOTION
 NM1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1235+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1998
 NM1235
 NM1235  HISTORY     - Date     Condition        Report By
 NM1235  HISTORY     - 1940     MONUMENTED       CGS
 NM1235  HISTORY     - 1946     GOOD             CGS
 NM1235  HISTORY     - 1983     GOOD             LOCSUR
 NM1235  HISTORY     - 19981029 GOOD             NEDR
 NM1235
 NM1235                          STATION DESCRIPTION
 NM1235
 NM1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1235'AT PIERCE.
 NM1235'AT PIERCE, PIERCE COUNTY AT THE INTERSECTION OF WILLOW AND FLORENCE
 NM1235'STREETS, 87 FEET SOUTH OF THE CENTERLINE OF FLORENCE STREET,
 NM1235'78 FEET WEST OF THE CENTERLINE OF WILLOW STREET, IN THE EAST BRICK
 NM1235'WALL OF THE HIGH SCHOOL, 1 FOOT SOUTH OF THE NORTHEAST CORNER,
 NM1235'AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 214
 NM1235'1940 AND SET VERTICALLY.
 NM1235
 NM1235                          STATION RECOVERY (1946)
 NM1235
 NM1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM1235'RECOVERED IN GOOD CONDITION.
 NM1235
 NM1235                          STATION RECOVERY (1983)
 NM1235
 NM1235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1235'RECOVERED IN GOOD CONDITION.
 NM1235
 NM1235                          STATION RECOVERY (1998)
 NM1235
 NM1235'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (WH)
 NM1235'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO THE OLD
 NM1235'SCHOOL BUILDING BEING RAZED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1128 ***********************************************************************
 AI1128  DESIGNATION -  F 214 RESET
 AI1128  PID         -  AI1128
 AI1128  STATE/COUNTY-  NE/PIERCE
 AI1128  COUNTRY     -  US
 AI1128  USGS QUAD   -  PIERCE (2017)
 AI1128
 AI1128                         *CURRENT SURVEY CONTROL
 AI1128  ______________________________________________________________________
 AI1128* NAD 83(1986) POSITION- 42 11 49.6    (N) 097 31 32.0    (W)   HD_HELD2
 AI1128* NAVD 88 ORTHO HEIGHT -   483.50  (meters)     1586.3   (feet) RESET
 AI1128  ______________________________________________________________________
 AI1128  GEOID HEIGHT    -        -24.946 (meters)                     GEOID18
 AI1128  VERT ORDER      -  THIRD
 AI1128
 AI1128.The horizontal coordinates were established by autonomous hand held GPS
 AI1128.observations and have an estimated accuracy of +/- 10 meters.
 AI1128
 AI1128.The orthometric height was computed from unverified reset data.
 AI1128
 AI1128.No vertical observational check was made to the station.
 AI1128
 AI1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1128.GEOID18 height accuracy estimate available here.
 AI1128
 AI1128.Click photographs - Photos may exist for this station.
 AI1128
 AI1128;                    North         East    Units  Estimated Accuracy
 AI1128;SPC NE       -   265,369.      704,293.      MT  (+/- 10 meters HH2 GPS)
 AI1128
 AI1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2173372713(NAD 83)
 AI1128
 AI1128                          SUPERSEDED SURVEY CONTROL
 AI1128
 AI1128.No superseded survey control is available for this station.
 AI1128
 AI1128_MARKER: DV = VERTICAL CONTROL DISK
 AI1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI1128_SP_SET: BUILDING WALL
 AI1128_STAMPING: F 214 RESET 1998
 AI1128_MARK LOGO: NGS
 AI1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1128+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 AI1128
 AI1128  HISTORY     - Date     Condition        Report By
 AI1128  HISTORY     - 1998     MONUMENTED       NEDR
 AI1128  HISTORY     - 20110817 GOOD             GEOCAC
 AI1128  HISTORY     - 20130801 GOOD             NEDR
 AI1128
 AI1128                          STATION DESCRIPTION
 AI1128
 AI1128'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (WH)
 AI1128'THE MARK IS IN PIERCE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AI1128'2ND STREET AND FLORENCE STREET, IN THE SW1/4, SEC26, T26N, R2W AND SET
 AI1128'VERTICALLY INTO THE WALL OF THE NORTHEAST CORNER OF THE HIGH SCHOOL
 AI1128'AUDITORIUM, 1.145 M (3.757 FT) ABOVE THE GROUND, 13.974 M (45.846 FT)
 AI1128'SOUTH OF THE CENTERLINE OF FLORENCE STREET, 10.154 M (33.314 FT)
 AI1128'WEST-SOUTHWEST OF A NAIL AND DISK IN A LIGHT POLE, 5.846 M (19.180 FT)
 AI1128'SOUTH-SOUTHWEST OF A PUNCHED MARK IN THE CAST RIM OF A WATER SHUTOFF
 AI1128'AND 0.200 M (0.656 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 AI1128'AUDITORIUM.
 AI1128
 AI1128                          STATION RECOVERY (2011)
 AI1128
 AI1128'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 AI1128'RECOVERED IN GOOD CONDITION.
 AI1128
 AI1128                          STATION RECOVERY (2013)
 AI1128
 AI1128'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 AI1128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0532 ***********************************************************************
 LF0532  DESIGNATION -  F 215
 LF0532  PID         -  LF0532
 LF0532  STATE/COUNTY-  NE/RICHARDSON
 LF0532  COUNTRY     -  US
 LF0532  USGS QUAD   -  SALEM (2017)
 LF0532
 LF0532                         *CURRENT SURVEY CONTROL
 LF0532  ______________________________________________________________________
 LF0532* NAD 83(1986) POSITION- 40 03 08.     (N) 095 37 29.     (W)   SCALED
 LF0532* NAVD 88 ORTHO HEIGHT -   273.453 (meters)      897.15  (feet) ADJUSTED
 LF0532  ______________________________________________________________________
 LF0532  GEOID HEIGHT    -        -30.429 (meters)                     GEOID18
 LF0532  DYNAMIC HEIGHT  -        273.301 (meters)      896.66  (feet) COMP
 LF0532  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 LF0532
 LF0532  VERT ORDER      -  SECOND    CLASS 0
 LF0532
 LF0532.The horizontal coordinates were scaled from a map and have
 LF0532.an estimated accuracy of +/- 6 seconds.
 LF0532
 LF0532.The orthometric height was determined by differential leveling and
 LF0532.adjusted by the NATIONAL GEODETIC SURVEY
 LF0532.in June 1991.
 LF0532
 LF0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0532.GEOID18 height accuracy estimate available here.
 LF0532
 LF0532.Click photographs - Photos may exist for this station.
 LF0532
 LF0532.The dynamic height is computed by dividing the NAVD 88
 LF0532.geopotential number by the normal gravity value computed on the
 LF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0532.degrees latitude (g = 980.6199 gals.).
 LF0532
 LF0532.The modeled gravity was interpolated from observed gravity values.
 LF0532
 LF0532;                    North         East    Units  Estimated Accuracy
 LF0532;SPC NE       -    33,750.      873,170.      MT  (+/- 180 meters Scaled)
 LF0532
 LF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE761368(NAD 83)
 LF0532
 LF0532                          SUPERSEDED SURVEY CONTROL
 LF0532
 LF0532  NGVD 29 (??/??/92)  273.373  (m)          896.89   (f) ADJ UNCH    2 0
 LF0532
 LF0532.Superseded values are not recommended for survey control.
 LF0532
 LF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0532.See file dsdata.pdf to determine how the superseded data were derived.
 LF0532
 LF0532_MARKER: DB = BENCH MARK DISK
 LF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0532_STAMPING: F 215 1945
 LF0532_MARK LOGO: CGS
 LF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0532+STABILITY: SURFACE MOTION
 LF0532
 LF0532  HISTORY     - Date     Condition        Report By
 LF0532  HISTORY     - 1945     MONUMENTED       CGS
 LF0532
 LF0532                          STATION DESCRIPTION
 LF0532
 LF0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0532'1.2 MI W FROM FALLS CITY.
 LF0532'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0532'FROM THE STATION AT FALLS CITY, 125 FEET WEST OF A ROAD CROSSING,
 LF0532'85 FEET SOUTHEAST OF MILEPOST 21, 59 FEET EAST OF A TOOL SHED,
 LF0532'47.6 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 2 FEET
 LF0532'NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LF0532'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK,
 LF0532'STAMPED F 215 1945 AND SET IN THE TOP OF A CONCRETE POST
 LF0532'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0226 ***********************************************************************
 LG0226  DESIGNATION -  F 216
 LG0226  PID         -  LG0226
 LG0226  STATE/COUNTY-  NE/PAWNEE
 LG0226  COUNTRY     -  US
 LG0226  USGS QUAD   -  TABLE ROCK (2017)
 LG0226
 LG0226                         *CURRENT SURVEY CONTROL
 LG0226  ______________________________________________________________________
 LG0226* NAD 83(1986) POSITION- 40 10 18.     (N) 096 04 15.     (W)   SCALED
 LG0226* NAVD 88 ORTHO HEIGHT -   313.002 (meters)     1026.91  (feet) ADJUSTED
 LG0226  ______________________________________________________________________
 LG0226  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 LG0226  DYNAMIC HEIGHT  -        312.831 (meters)     1026.35  (feet) COMP
 LG0226  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 LG0226
 LG0226  VERT ORDER      -  SECOND    CLASS 0
 LG0226
 LG0226.The horizontal coordinates were scaled from a map and have
 LG0226.an estimated accuracy of +/- 6 seconds.
 LG0226
 LG0226.The orthometric height was determined by differential leveling and
 LG0226.adjusted by the NATIONAL GEODETIC SURVEY
 LG0226.in June 1991.
 LG0226
 LG0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0226.GEOID18 height accuracy estimate available here.
 LG0226
 LG0226.Click photographs - Photos may exist for this station.
 LG0226
 LG0226.The dynamic height is computed by dividing the NAVD 88
 LG0226.geopotential number by the normal gravity value computed on the
 LG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0226.degrees latitude (g = 980.6199 gals.).
 LG0226
 LG0226.The modeled gravity was interpolated from observed gravity values.
 LG0226
 LG0226;                    North         East    Units  Estimated Accuracy
 LG0226;SPC NE       -    45,170.      834,550.      MT  (+/- 180 meters Scaled)
 LG0226
 LG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK494509(NAD 83)
 LG0226
 LG0226                          SUPERSEDED SURVEY CONTROL
 LG0226
 LG0226  NGVD 29 (??/??/92)  312.916  (m)         1026.63   (f) ADJ UNCH    2 0
 LG0226
 LG0226.Superseded values are not recommended for survey control.
 LG0226
 LG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0226.See file dsdata.pdf to determine how the superseded data were derived.
 LG0226
 LG0226_MARKER: DB = BENCH MARK DISK
 LG0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0226_STAMPING: F 216 1945
 LG0226_MARK LOGO: CGS
 LG0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0226+STABILITY: SURFACE MOTION
 LG0226
 LG0226  HISTORY     - Date     Condition        Report By
 LG0226  HISTORY     - 1945     MONUMENTED       CGS
 LG0226  HISTORY     - 1981     GOOD             LOCSUR
 LG0226
 LG0226                          STATION DESCRIPTION
 LG0226
 LG0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0226'0.4 MI S FROM TABLE ROCK.
 LG0226'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0226'FROM THE STATION AT TABLE ROCK, PAWNEE COUNTY, 189 FEET EAST OF
 LG0226'A ROAD CROSSING, 95 FEET NORTHEAST OF A DERAIL SWITCH, 46 FEET
 LG0226'NORTH OF THE CENTER LINE OF THE TRACK, 2 FEET SOUTH OF THE
 LG0226'RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 LG0226'POST.  AN IRON BENCH-MARK DISK, STAMPED F 216 1945 AND SET IN THE
 LG0226'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LG0226
 LG0226                          STATION RECOVERY (1981)
 LG0226
 LG0226'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0178 ***********************************************************************
 NN0178  DESIGNATION -  F 217
 NN0178  PID         -  NN0178
 NN0178  STATE/COUNTY-  NE/HOLT
 NN0178  COUNTRY     -  US
 NN0178  USGS QUAD   -  PAGE (2017)
 NN0178
 NN0178                         *CURRENT SURVEY CONTROL
 NN0178  ______________________________________________________________________
 NN0178* NAD 83(1986) POSITION- 42 23 38.     (N) 098 28 34.     (W)   SCALED
 NN0178* NAVD 88 ORTHO HEIGHT -   589.050 (meters)     1932.57  (feet) ADJUSTED
 NN0178  ______________________________________________________________________
 NN0178  GEOID HEIGHT    -        -24.569 (meters)                     GEOID18
 NN0178  DYNAMIC HEIGHT  -        588.821 (meters)     1931.82  (feet) COMP
 NN0178  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 NN0178
 NN0178  VERT ORDER      -  FIRST     CLASS II
 NN0178
 NN0178.The horizontal coordinates were scaled from a map and have
 NN0178.an estimated accuracy of +/- 6 seconds.
 NN0178
 NN0178.The orthometric height was determined by differential leveling and
 NN0178.adjusted by the NATIONAL GEODETIC SURVEY
 NN0178.in June 1991.
 NN0178
 NN0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0178.GEOID18 height accuracy estimate available here.
 NN0178
 NN0178.Click photographs - Photos may exist for this station.
 NN0178
 NN0178.The dynamic height is computed by dividing the NAVD 88
 NN0178.geopotential number by the normal gravity value computed on the
 NN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0178.degrees latitude (g = 980.6199 gals.).
 NN0178
 NN0178.The modeled gravity was interpolated from observed gravity values.
 NN0178
 NN0178;                    North         East    Units  Estimated Accuracy
 NN0178;SPC NE       -   285,400.      625,440.      MT  (+/- 180 meters Scaled)
 NN0178
 NN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM431936(NAD 83)
 NN0178
 NN0178                          SUPERSEDED SURVEY CONTROL
 NN0178
 NN0178  NGVD 29 (??/??/92)  588.849  (m)         1931.92   (f) ADJ UNCH    1 2
 NN0178
 NN0178.Superseded values are not recommended for survey control.
 NN0178
 NN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0178.See file dsdata.pdf to determine how the superseded data were derived.
 NN0178
 NN0178_MARKER: DB = BENCH MARK DISK
 NN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0178_STAMPING: F 217 1946
 NN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0178+STABILITY: SURFACE MOTION
 NN0178
 NN0178  HISTORY     - Date     Condition        Report By
 NN0178  HISTORY     - 1946     MONUMENTED       CGS
 NN0178
 NN0178                          STATION DESCRIPTION
 NN0178
 NN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0178'0.6 MI S FROM PAGE.
 NN0178'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0178'PAGE, HOLT COUNTY, THENCE 3.0 MILES WEST ALONG A GRADED DIRT
 NN0178'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 57 FEET
 NN0178'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 34 FEET EAST OF
 NN0178'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 104 FEET SOUTH OF
 NN0178'A 20-INCH COTTONWOOD TREE, 26.5 FEET SOUTH OF A FENCE CORNER,
 NN0178'1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 NN0178'POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 NN0178'STAMPED F 217 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0178'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0328 ***********************************************************************
 NN0328  DESIGNATION -  F 219
 NN0328  PID         -  NN0328
 NN0328  STATE/COUNTY-  NE/HOLT
 NN0328  COUNTRY     -  US
 NN0328  USGS QUAD   -  ATKINSON (2017)
 NN0328
 NN0328                         *CURRENT SURVEY CONTROL
 NN0328  ______________________________________________________________________
 NN0328* NAD 83(1986) POSITION- 42 31 47.     (N) 098 59 17.     (W)   SCALED
 NN0328* NAVD 88 ORTHO HEIGHT -   636.883 (meters)     2089.51  (feet) ADJUSTED
 NN0328  ______________________________________________________________________
 NN0328  GEOID HEIGHT    -        -24.093 (meters)                     GEOID18
 NN0328  DYNAMIC HEIGHT  -        636.631 (meters)     2088.68  (feet) COMP
 NN0328  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 NN0328
 NN0328  VERT ORDER      -  FIRST     CLASS II
 NN0328
 NN0328.The horizontal coordinates were scaled from a map and have
 NN0328.an estimated accuracy of +/- 6 seconds.
 NN0328
 NN0328.The orthometric height was determined by differential leveling and
 NN0328.adjusted by the NATIONAL GEODETIC SURVEY
 NN0328.in June 1991.
 NN0328
 NN0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0328.GEOID18 height accuracy estimate available here.
 NN0328
 NN0328.Click photographs - Photos may exist for this station.
 NN0328
 NN0328.The dynamic height is computed by dividing the NAVD 88
 NN0328.geopotential number by the normal gravity value computed on the
 NN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0328.degrees latitude (g = 980.6199 gals.).
 NN0328
 NN0328.The modeled gravity was interpolated from observed gravity values.
 NN0328
 NN0328;                    North         East    Units  Estimated Accuracy
 NN0328;SPC NE       -   299,870.      583,120.      MT  (+/- 180 meters Scaled)
 NN0328
 NN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN009085(NAD 83)
 NN0328
 NN0328                          SUPERSEDED SURVEY CONTROL
 NN0328
 NN0328  NGVD 29 (??/??/92)  636.656  (m)         2088.76   (f) ADJ UNCH    1 2
 NN0328
 NN0328.Superseded values are not recommended for survey control.
 NN0328
 NN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0328.See file dsdata.pdf to determine how the superseded data were derived.
 NN0328
 NN0328_MARKER: DB = BENCH MARK DISK
 NN0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0328_SP_SET: BRIDGE
 NN0328_STAMPING: F 219 1946
 NN0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0328
 NN0328  HISTORY     - Date     Condition        Report By
 NN0328  HISTORY     - 1946     MONUMENTED       CGS
 NN0328  HISTORY     - 1954     MARK NOT FOUND   CGS
 NN0328
 NN0328                          STATION DESCRIPTION
 NN0328
 NN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NN0328'0.7 MI W FROM ATKINSON.
 NN0328'0.7 MILE WEST ALONG A GRAVEL ROAD FROM A POINT TWO BLOCKS SOUTH
 NN0328'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT ATKINSON,
 NN0328'HOLT COUNTY, AT A STEEL BRIDGE, IN THE TOP OF THE SOUTHEAST END
 NN0328'OF THE NORTHWEST CONCRETE WING WALL, 10 FEET NORTH OF THE CENTERLINE
 NN0328'OF THE ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 NN0328'STAMPED F 219 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0371 ***********************************************************************
 NN0371  DESIGNATION -  F 220
 NN0371  PID         -  NN0371
 NN0371  STATE/COUNTY-  NE/ROCK
 NN0371  COUNTRY     -  US
 NN0371  USGS QUAD   -  NEWPORT SW (2017)
 NN0371
 NN0371                         *CURRENT SURVEY CONTROL
 NN0371  ______________________________________________________________________
 NN0371* NAD 83(1986) POSITION- 42 34 51.     (N) 099 24 23.     (W)   SCALED
 NN0371* NAVD 88 ORTHO HEIGHT -   691.861 (meters)     2269.88  (feet) ADJUSTED
 NN0371  ______________________________________________________________________
 NN0371  GEOID HEIGHT    -        -23.482 (meters)                     GEOID18
 NN0371  DYNAMIC HEIGHT  -        691.583 (meters)     2268.97  (feet) COMP
 NN0371  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 NN0371
 NN0371  VERT ORDER      -  FIRST     CLASS II
 NN0371
 NN0371.The horizontal coordinates were scaled from a map and have
 NN0371.an estimated accuracy of +/- 6 seconds.
 NN0371
 NN0371.The orthometric height was determined by differential leveling and
 NN0371.adjusted by the NATIONAL GEODETIC SURVEY
 NN0371.in June 1991.
 NN0371
 NN0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0371.GEOID18 height accuracy estimate available here.
 NN0371
 NN0371.Click photographs - Photos may exist for this station.
 NN0371
 NN0371.The dynamic height is computed by dividing the NAVD 88
 NN0371.geopotential number by the normal gravity value computed on the
 NN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0371.degrees latitude (g = 980.6199 gals.).
 NN0371
 NN0371.The modeled gravity was interpolated from observed gravity values.
 NN0371
 NN0371;                    North         East    Units  Estimated Accuracy
 NN0371;SPC NE       -   305,230.      548,720.      MT  (+/- 180 meters Scaled)
 NN0371
 NN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN666143(NAD 83)
 NN0371
 NN0371                          SUPERSEDED SURVEY CONTROL
 NN0371
 NN0371  NGVD 29 (??/??/92)  691.620  (m)         2269.09   (f) ADJ UNCH    1 2
 NN0371
 NN0371.Superseded values are not recommended for survey control.
 NN0371
 NN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0371.See file dsdata.pdf to determine how the superseded data were derived.
 NN0371
 NN0371_MARKER: DB = BENCH MARK DISK
 NN0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0371_STAMPING: F 220 1946
 NN0371_MARK LOGO: CGS
 NN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0371+STABILITY: SURFACE MOTION
 NN0371
 NN0371  HISTORY     - Date     Condition        Report By
 NN0371  HISTORY     - 1946     MONUMENTED       CGS
 NN0371  HISTORY     - 1982     GOOD             LOCSUR
 NN0371
 NN0371                          STATION DESCRIPTION
 NN0371
 NN0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0371'0.5 MI S FROM NEWPORT.
 NN0371'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0371'NEWPORT, ROCK COUNTY, THENCE 4.2 MILES WEST ALONG U.S. HIGHWAY
 NN0371'20, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 NN0371'SOUTHEAST OF THE EAST END OF A CORRUGATED-IRON CULVERT UNDER A
 NN0371'FARM DRIVE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0371'3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 220
 NN0371'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NN0371'ABOVE GROUND.
 NN0371
 NN0371                          STATION RECOVERY (1982)
 NN0371
 NN0371'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1245 ***********************************************************************
 NM1245  DESIGNATION -  F 221 RESET
 NM1245  PID         -  NM1245
 NM1245  STATE/COUNTY-  NE/PIERCE
 NM1245  COUNTRY     -  US
 NM1245  USGS QUAD   -  PIERCE (2017)
 NM1245
 NM1245                         *CURRENT SURVEY CONTROL
 NM1245  ______________________________________________________________________
 NM1245* NAD 83(1986) POSITION- 42 14 43.     (N) 097 37 02.     (W)   SCALED
 NM1245* NAVD 88 ORTHO HEIGHT -   495.39  (meters)     1625.3   (feet) RESET
 NM1245  ______________________________________________________________________
 NM1245  GEOID HEIGHT    -        -24.953 (meters)                     GEOID18
 NM1245  VERT ORDER      -  THIRD
 NM1245
 NM1245.The horizontal coordinates were scaled from a map and have
 NM1245.an estimated accuracy of +/- 6 seconds.
 NM1245
 NM1245.The orthometric height was computed from unverified reset data.
 NM1245
 NM1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1245.GEOID18 height accuracy estimate available here.
 NM1245
 NM1245.Click photographs - Photos may exist for this station.
 NM1245
 NM1245;                    North         East    Units  Estimated Accuracy
 NM1245;SPC NE       -   270,500.      696,580.      MT  (+/- 180 meters Scaled)
 NM1245
 NM1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM140779(NAD 83)
 NM1245
 NM1245                          SUPERSEDED SURVEY CONTROL
 NM1245
 NM1245  NGVD 29 (??/??/??)  495.21   (m)         1624.7    (f) RESET       3  
 NM1245
 NM1245.Superseded values are not recommended for survey control.
 NM1245
 NM1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1245.See file dsdata.pdf to determine how the superseded data were derived.
 NM1245
 NM1245_MARKER: DB = BENCH MARK DISK
 NM1245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1245_SP_SET: CULVERT HEADWALL
 NM1245_STAMPING: F 221 1946 RESET 1959
 NM1245_MARK LOGO: CGS
 NM1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1245+STABILITY: SURFACE MOTION
 NM1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1245+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1245
 NM1245  HISTORY     - Date     Condition        Report By
 NM1245  HISTORY     - 1959     MONUMENTED       NEDR
 NM1245  HISTORY     - 19991025 GOOD             NGS
 NM1245
 NM1245                          STATION DESCRIPTION
 NM1245
 NM1245'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1245'5.6 MI NW FROM PIERCE.
 NM1245'ABOUT 5.6 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1245'COURTHOUSE AT PIERCE, 68 FEET SOUTHWEST OF THE CENTERLINE OF
 NM1245'A CHICAGO AND NORTHWESTERN RAILWAY TRESTLE, AT A 12 FEET BY
 NM1245'3 FEET BY 50 FEET CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHEAST
 NM1245'END OF THE NORTHEAST PARAPET, 25 FEET NORTHEAST OF THE CENTERLINE
 NM1245'OF THE HIGHWAY.
 NM1245
 NM1245                          STATION RECOVERY (1999)
 NM1245
 NM1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1245'9.0 KM (5.60 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1245'IN PIERCE, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 NM1245'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.4
 NM1245'M (24.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) BELOW
 NM1245'THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTHWEST OF A REFLECTOR
 NM1245'POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0550 ***********************************************************************
 NN0550  DESIGNATION -  F 224
 NN0550  PID         -  NN0550
 NN0550  STATE/COUNTY-  NE/KEYA PAHA
 NN0550  COUNTRY     -  US
 NN0550  USGS QUAD   -  BURTON (2017)
 NN0550
 NN0550                         *CURRENT SURVEY CONTROL
 NN0550  ______________________________________________________________________
 NN0550* NAD 83(1986) POSITION- 42 55 33.     (N) 099 34 19.     (W)   SCALED
 NN0550* NAVD 88 ORTHO HEIGHT -   646.837 (meters)     2122.16  (feet) ADJUSTED
 NN0550  ______________________________________________________________________
 NN0550  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 NN0550  DYNAMIC HEIGHT  -        646.588 (meters)     2121.35  (feet) COMP
 NN0550  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 NN0550
 NN0550  VERT ORDER      -  FIRST     CLASS II
 NN0550
 NN0550.The horizontal coordinates were scaled from a map and have
 NN0550.an estimated accuracy of +/- 6 seconds.
 NN0550
 NN0550.The orthometric height was determined by differential leveling and
 NN0550.adjusted by the NATIONAL GEODETIC SURVEY
 NN0550.in June 1991.
 NN0550
 NN0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0550.GEOID18 height accuracy estimate available here.
 NN0550
 NN0550.Click photographs - Photos may exist for this station.
 NN0550
 NN0550.The dynamic height is computed by dividing the NAVD 88
 NN0550.geopotential number by the normal gravity value computed on the
 NN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0550.degrees latitude (g = 980.6199 gals.).
 NN0550
 NN0550.The modeled gravity was interpolated from observed gravity values.
 NN0550
 NN0550;                    North         East    Units  Estimated Accuracy
 NN0550;SPC NE       -   343,470.      534,950.      MT  (+/- 180 meters Scaled)
 NN0550
 NN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533527(NAD 83)
 NN0550
 NN0550                          SUPERSEDED SURVEY CONTROL
 NN0550
 NN0550  NGVD 29 (??/??/92)  646.550  (m)         2121.22   (f) ADJ UNCH    1 2
 NN0550
 NN0550.Superseded values are not recommended for survey control.
 NN0550
 NN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0550.See file dsdata.pdf to determine how the superseded data were derived.
 NN0550
 NN0550_MARKER: DB = BENCH MARK DISK
 NN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0550_STAMPING: F 224 1946
 NN0550_MARK LOGO: CGS
 NN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0550+STABILITY: SURFACE MOTION
 NN0550
 NN0550  HISTORY     - Date     Condition        Report By
 NN0550  HISTORY     - 1946     MONUMENTED       CGS
 NN0550
 NN0550                          STATION DESCRIPTION
 NN0550
 NN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0550'2 MI NE FROM BURTON.
 NN0550'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST THENCE 1.0 NORTH OF
 NN0550'BURTON POST OFFICE, NEAR A SECTION CORNER, 27 FEET WEST OF THE
 NN0550'CENTER OF THE ROAD, 9 FEET SOUTH OF THE SOUTH END OF A GATE, 2
 NN0550'FEET WEST OF A FENCE, 2 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1183 ***********************************************************************
 NM1183  DESIGNATION -  F 225
 NM1183  PID         -  NM1183
 NM1183  STATE/COUNTY-  NE/WAYNE
 NM1183  COUNTRY     -  US
 NM1183  USGS QUAD   -  WINSIDE (2017)
 NM1183
 NM1183                         *CURRENT SURVEY CONTROL
 NM1183  ______________________________________________________________________
 NM1183* NAD 83(1986) POSITION- 42 10 41.     (N) 097 11 33.     (W)   SCALED
 NM1183* NAVD 88 ORTHO HEIGHT -   477.609 (meters)     1566.96  (feet) ADJUSTED
 NM1183  ______________________________________________________________________
 NM1183  GEOID HEIGHT    -        -24.817 (meters)                     GEOID18
 NM1183  DYNAMIC HEIGHT  -        477.433 (meters)     1566.38  (feet) COMP
 NM1183  MODELED GRAVITY -    980,238.6   (mgal)                       NAVD 88
 NM1183
 NM1183  VERT ORDER      -  FIRST     CLASS II
 NM1183
 NM1183.The horizontal coordinates were scaled from a map and have
 NM1183.an estimated accuracy of +/- 6 seconds.
 NM1183
 NM1183.The orthometric height was determined by differential leveling and
 NM1183.adjusted by the NATIONAL GEODETIC SURVEY
 NM1183.in June 1991.
 NM1183
 NM1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1183.GEOID18 height accuracy estimate available here.
 NM1183
 NM1183.Click photographs - Photos may exist for this station.
 NM1183
 NM1183.The dynamic height is computed by dividing the NAVD 88
 NM1183.geopotential number by the normal gravity value computed on the
 NM1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1183.degrees latitude (g = 980.6199 gals.).
 NM1183
 NM1183.The modeled gravity was interpolated from observed gravity values.
 NM1183
 NM1183;                    North         East    Units  Estimated Accuracy
 NM1183;SPC NE       -   264,090.      731,850.      MT  (+/- 180 meters Scaled)
 NM1183
 NM1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM492711(NAD 83)
 NM1183
 NM1183                          SUPERSEDED SURVEY CONTROL
 NM1183
 NM1183  NGVD 29 (??/??/92)  477.418  (m)         1566.33   (f) ADJ UNCH    1 2
 NM1183
 NM1183.Superseded values are not recommended for survey control.
 NM1183
 NM1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1183.See file dsdata.pdf to determine how the superseded data were derived.
 NM1183
 NM1183_MARKER: DB = BENCH MARK DISK
 NM1183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1183_SP_SET: CULVERT HEADWALL
 NM1183_STAMPING: F 225 1947
 NM1183_MARK LOGO: CGS
 NM1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1183+STABILITY: SURFACE MOTION
 NM1183
 NM1183  HISTORY     - Date     Condition        Report By
 NM1183  HISTORY     - 1947     MONUMENTED       CGS
 NM1183
 NM1183                          STATION DESCRIPTION
 NM1183
 NM1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1183'0.8 MI W FROM WINSIDE.
 NM1183'0.8 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1183'RAILWAY FROM THE STATION AT WINSIDE, 0.1 MILE EAST OF MILE POST
 NM1183'EMR 29, AT A GRAVEL ROAD CROSSING, 105.0 FEET EAST OF THE CENTER
 NM1183'OF THE GRAVEL ROAD, 65.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 NM1183'15.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 35, SET IN
 NM1183'TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 14-FOOT ARCHED
 NM1183'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS
 NM1183'THE HIGHWAY AND THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0825 ***********************************************************************
 NN0825  DESIGNATION -  F 226
 NN0825  PID         -  NN0825
 NN0825  STATE/COUNTY-  NE/BROWN
 NN0825  COUNTRY     -  US
 NN0825  USGS QUAD   -  LONG PINE (2017)
 NN0825
 NN0825                         *CURRENT SURVEY CONTROL
 NN0825  ______________________________________________________________________
 NN0825* NAD 83(1995) POSITION- 42 32 59.21902(N) 099 44 09.97028(W)   ADJUSTED
 NN0825* NAD 83(1995) ELLIP HT-   711.265 (meters)        (06/27/02)   ADJUSTED
 NN0825* NAVD 88 ORTHO HEIGHT -   734.118 (meters)     2408.52  (feet) ADJUSTED
 NN0825  ______________________________________________________________________
 NN0825  GEOID HEIGHT    -        -22.851 (meters)                     GEOID18
 NN0825  NAD 83(1995) X  -   -795,908.633 (meters)                     COMP
 NN0825  NAD 83(1995) Y  - -4,638,656.208 (meters)                     COMP
 NN0825  NAD 83(1995) Z  -  4,291,271.285 (meters)                     COMP
 NN0825  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 NN0825  DYNAMIC HEIGHT  -        733.811 (meters)     2407.51  (feet) COMP
 NN0825  MODELED GRAVITY -    980,179.1   (mgal)                       NAVD 88
 NN0825
 NN0825  HORZ ORDER      -  FIRST
 NN0825  VERT ORDER      -  FIRST     CLASS II
 NN0825  ELLP ORDER      -  FOURTH    CLASS I
 NN0825
 NN0825.The horizontal coordinates were established by GPS observations
 NN0825.and adjusted by the National Geodetic Survey in August 1997.
 NN0825
 NN0825.The orthometric height was determined by differential leveling and
 NN0825.adjusted by the NATIONAL GEODETIC SURVEY
 NN0825.in June 1991.
 NN0825
 NN0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0825.GEOID18 height accuracy estimate available here.
 NN0825
 NN0825.Click photographs - Photos may exist for this station.
 NN0825
 NN0825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0825
 NN0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0825
 NN0825.The ellipsoidal height was determined by GPS observations
 NN0825.and is referenced to NAD 83.
 NN0825
 NN0825.The dynamic height is computed by dividing the NAVD 88
 NN0825.geopotential number by the normal gravity value computed on the
 NN0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0825.degrees latitude (g = 980.6199 gals.).
 NN0825
 NN0825.The modeled gravity was interpolated from observed gravity values.
 NN0825
 NN0825. The following values were computed from the NAD 83(1995) position.
 NN0825
 NN0825;                    North         East     Units Scale Factor Converg.
 NN0825;SPC NE       -   301,645.098   521,671.038   MT  0.99982483   +0 10 29.6
 NN0825;SPC NE       -   989,647.29  1,711,515.73   sFT  0.99982483   +0 10 29.6
 NN0825;UTM  14      - 4,711,083.475   439,565.133   MT  0.99964494   -0 29 52.0
 NN0825
 NN0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0825!SPC NE       -   0.99988846  x   0.99982483  =   0.99971331
 NN0825!UTM  14      -   0.99988846  x   0.99964494  =   0.99953344
 NN0825
 NN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3956511083(NAD 83)
 NN0825
 NN0825                          SUPERSEDED SURVEY CONTROL
 NN0825
 NN0825  ELLIP H (08/18/97)  711.321  (m)                       GP(       ) 4 1
 NN0825  NAD 83(1986)-  42 32 59.22588(N)    099 44 09.98347(W) AD(       ) 1
 NN0825  NGVD 29 (??/??/92)  733.838  (m)         2407.60   (f) ADJ UNCH    1 2
 NN0825  NGVD 29             733.84   (m)         2407.6    (f) LEVELING    3  
 NN0825
 NN0825.Superseded values are not recommended for survey control.
 NN0825
 NN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0825.See file dsdata.pdf to determine how the superseded data were derived.
 NN0825
 NN0825_MARKER: DB = BENCH MARK DISK
 NN0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0825_STAMPING: F 226 1946
 NN0825_MARK LOGO: CGS
 NN0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0825+STABILITY: SURFACE MOTION
 NN0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0825+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1989
 NN0825
 NN0825  HISTORY     - Date     Condition        Report By
 NN0825  HISTORY     - 1946     MONUMENTED       CGS
 NN0825  HISTORY     - 19890502 GOOD             NGS
 NN0825
 NN0825                          STATION DESCRIPTION
 NN0825
 NN0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0825'TH STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST OF AINSWORTH, 16 KM
 NN0825'(9.95 MI) WEST OF BASSETT, ALONG US HIGHWAYS 20 AND 183, IN GRASS
 NN0825'BETWEEN HIGHWAY AND AN ELEVATED IRRIGATION DITCH.  OWNERSHIP--NE DEPT
 NN0825'OF ROADS.
 NN0825'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NN0825'HIGHWAY 7 ON THE WEST SIDE OF AINSWORTH, GO EAST ON US HIGHWAY 20 FOR
 NN0825'8.9 KM (5.55 MI) TO ITS JUNCTION WITH US HIGHWAY 183 ON THE LEFT.
 NN0825'CONTINUE EAST ON US HIGHWAY 20 AND 183 FOR 1.6 KM (1.00 MI) TO THE
 NN0825'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF A CROSSROAD.
 NN0825'THE STATION IS SET 33.0 M (108.3 FT) WEST OF THE APPROXIMATE CENTER OF
 NN0825'A DIRT ROAD, 27. 4 M (13.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.5 M
 NN0825'(44.3 FT) WEST OF A UTILITY POLE, 6.0 M (19.7 FT) NORTH OF THE TOP OF
 NN0825'A DITCH BANK, 0.4 M (1.3 FT) WEST OF A WOODEN WITNESS POST, 0.3 M
 NN0825'(1.0 FT) EAST OF A CARSONITE WITNESS POST, 0.2 M (0.7 FT) NORTHWEST OF
 NN0825'A METAL WITNESS POST AND 0.5 M (1.6 FT) LOWER THAN THE LEVEL OF THE
 NN0825'HIGHWAY PROJECTING 1 CM.
 NN0825'DESCRIBED BY G.R.HEID, TYPED BY R.D.BALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0015 ***********************************************************************
 NO0015  DESIGNATION -  F 227
 NO0015  PID         -  NO0015
 NO0015  STATE/COUNTY-  NE/BROWN
 NO0015  COUNTRY     -  US
 NO0015  USGS QUAD   -  BRUSH CREEK (2017)
 NO0015
 NO0015                         *CURRENT SURVEY CONTROL
 NO0015  ______________________________________________________________________
 NO0015* NAD 83(1986) POSITION- 42 35 51.29   (N) 100 08 55.06   (W)   HD_HELD1
 NO0015* NAVD 88 ORTHO HEIGHT -   789.674 (meters)     2590.79  (feet) ADJUSTED
 NO0015  ______________________________________________________________________
 NO0015  GEOID HEIGHT    -        -22.162 (meters)                     GEOID18
 NO0015  DYNAMIC HEIGHT  -        789.342 (meters)     2589.70  (feet) COMP
 NO0015  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 NO0015
 NO0015  VERT ORDER      -  FIRST     CLASS II
 NO0015
 NO0015.The horizontal coordinates were determined by differentially corrected
 NO0015.hand held GPS observations or other comparable positioning techniques
 NO0015.and have an estimated accuracy of +/- 3 meters.
 NO0015
 NO0015.The orthometric height was determined by differential leveling and
 NO0015.adjusted by the NATIONAL GEODETIC SURVEY
 NO0015.in June 1991.
 NO0015
 NO0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0015.GEOID18 height accuracy estimate available here.
 NO0015
 NO0015.Click photographs - Photos may exist for this station.
 NO0015
 NO0015.The dynamic height is computed by dividing the NAVD 88
 NO0015.geopotential number by the normal gravity value computed on the
 NO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0015.degrees latitude (g = 980.6199 gals.).
 NO0015
 NO0015.The modeled gravity was interpolated from observed gravity values.
 NO0015
 NO0015;                    North         East    Units  Estimated Accuracy
 NO0015;SPC NE       -   306,931.2     487,803.9     MT  (+/- 3 meters HH1 GPS) 
 NO0015
 NO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0576816767(NAD 83)
 NO0015
 NO0015                          SUPERSEDED SURVEY CONTROL
 NO0015
 NO0015  NGVD 29 (??/??/92)  789.383  (m)         2589.83   (f) ADJ UNCH    1 2
 NO0015
 NO0015.Superseded values are not recommended for survey control.
 NO0015
 NO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0015.See file dsdata.pdf to determine how the superseded data were derived.
 NO0015
 NO0015_MARKER: DB = BENCH MARK DISK
 NO0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0015_SP_SET: CULVERT HEADWALL
 NO0015_STAMPING: F 227 1946
 NO0015_MARK LOGO: CGS
 NO0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0015+STABILITY: SURFACE MOTION
 NO0015
 NO0015  HISTORY     - Date     Condition        Report By
 NO0015  HISTORY     - 1946     MONUMENTED       CGS
 NO0015  HISTORY     - 1975     GOOD             NGS
 NO0015  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0015
 NO0015                          STATION DESCRIPTION
 NO0015
 NO0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0015'5.8 MI NW FROM JOHNSTOWN.
 NO0015'5.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NO0015'AND NORTH WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY,
 NO0015'AT A 5- BY 12-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST
 NO0015'END OF THE NORTHEAST HEAD WALL, 20 FEET NORTHEAST OF THE CENTERLINE
 NO0015'OF THE HIGHWAY, AND 10 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NO0015'DISK, STAMPED F 227 1946.
 NO0015
 NO0015                          STATION RECOVERY (1975)
 NO0015
 NO0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0015'RECOVERED IN GOOD CONDITION.
 NO0015
 NO0015                          STATION RECOVERY (1984)
 NO0015
 NO0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0023 ***********************************************************************
 NO0023  DESIGNATION -  F 228
 NO0023  PID         -  NO0023
 NO0023  STATE/COUNTY-  NE/CHERRY
 NO0023  COUNTRY     -  US
 NO0023  USGS QUAD   -  ARABIA (2017)
 NO0023
 NO0023                         *CURRENT SURVEY CONTROL
 NO0023  ______________________________________________________________________
 NO0023* NAD 83(1986) POSITION- 42 38 49.50   (N) 100 15 28.94   (W)   HD_HELD1
 NO0023* NAVD 88 ORTHO HEIGHT -   819.234 (meters)     2687.77  (feet) ADJUSTED
 NO0023  ______________________________________________________________________
 NO0023  GEOID HEIGHT    -        -22.012 (meters)                     GEOID18
 NO0023  DYNAMIC HEIGHT  -        818.894 (meters)     2686.65  (feet) COMP
 NO0023  MODELED GRAVITY -    980,177.6   (mgal)                       NAVD 88
 NO0023
 NO0023  VERT ORDER      -  FIRST     CLASS II
 NO0023
 NO0023.The horizontal coordinates were determined by differentially corrected
 NO0023.hand held GPS observations or other comparable positioning techniques
 NO0023.and have an estimated accuracy of +/- 3 meters.
 NO0023
 NO0023.The orthometric height was determined by differential leveling and
 NO0023.adjusted by the NATIONAL GEODETIC SURVEY
 NO0023.in June 1991.
 NO0023
 NO0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0023.GEOID18 height accuracy estimate available here.
 NO0023
 NO0023.Click photographs - Photos may exist for this station.
 NO0023
 NO0023.The dynamic height is computed by dividing the NAVD 88
 NO0023.geopotential number by the normal gravity value computed on the
 NO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0023.degrees latitude (g = 980.6199 gals.).
 NO0023
 NO0023.The modeled gravity was interpolated from observed gravity values.
 NO0023
 NO0023;                    North         East    Units  Estimated Accuracy
 NO0023;SPC NE       -   312,450.5     478,842.3     MT  (+/- 3 meters HH1 GPS) 
 NO0023
 NO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9687322392(NAD 83)
 NO0023
 NO0023                          SUPERSEDED SURVEY CONTROL
 NO0023
 NO0023  NGVD 29 (??/??/92)  818.944  (m)         2686.82   (f) ADJ UNCH    1 2
 NO0023
 NO0023.Superseded values are not recommended for survey control.
 NO0023
 NO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0023.See file dsdata.pdf to determine how the superseded data were derived.
 NO0023
 NO0023_MARKER: DB = BENCH MARK DISK
 NO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0023_STAMPING: F 228 1946
 NO0023_MARK LOGO: CGS
 NO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0023+STABILITY: SURFACE MOTION
 NO0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0023+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 NO0023
 NO0023  HISTORY     - Date     Condition        Report By
 NO0023  HISTORY     - 1946     MONUMENTED       CGS
 NO0023  HISTORY     - 1975     GOOD             NGS
 NO0023  HISTORY     - 20210901 GOOD             NEDR
 NO0023
 NO0023                          STATION DESCRIPTION
 NO0023
 NO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0023'0.5 MI W FROM WOOD LAKE.
 NO0023'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WOOD
 NO0023'LAKE, CHERRY COUNTY, THENCE 0.8 MILE NORTHWEST ALONG U.S.
 NO0023'HIGHWAY 20, 91 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0023'45 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NO0023'WESTERN RAILWAY TRACK, 6 FEET SOUTHEAST OF C. AND N.W. RY.
 NO0023'MILEPOST 245, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NO0023'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NO0023'F 228 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0023'5 INCHES ABOVE GROUND.
 NO0023
 NO0023                          STATION RECOVERY (1975)
 NO0023
 NO0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0023'RECOVERED IN GOOD CONDITION.
 NO0023
 NO0023                          STATION RECOVERY (2021)
 NO0023
 NO0023'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2021 (JA)
 NO0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0058 ***********************************************************************
 NO0058  DESIGNATION -  F 229
 NO0058  PID         -  NO0058
 NO0058  STATE/COUNTY-  NE/KEYA PAHA
 NO0058  COUNTRY     -  US
 NO0058  USGS QUAD   -  NORDEN (2017)
 NO0058
 NO0058                         *CURRENT SURVEY CONTROL
 NO0058  ______________________________________________________________________
 NO0058* NAD 83(1986) POSITION- 42 51 13.     (N) 100 04 15.     (W)   SCALED
 NO0058* NAVD 88 ORTHO HEIGHT -   780.683 (meters)     2561.29  (feet) ADJUSTED
 NO0058  ______________________________________________________________________
 NO0058  GEOID HEIGHT    -        -22.950 (meters)                     GEOID18
 NO0058  DYNAMIC HEIGHT  -        780.376 (meters)     2560.28  (feet) COMP
 NO0058  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 NO0058
 NO0058  VERT ORDER      -  SECOND    CLASS 0
 NO0058
 NO0058.The horizontal coordinates were scaled from a map and have
 NO0058.an estimated accuracy of +/- 6 seconds.
 NO0058
 NO0058.The orthometric height was determined by differential leveling and
 NO0058.adjusted by the NATIONAL GEODETIC SURVEY
 NO0058.in June 1991.
 NO0058
 NO0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0058.GEOID18 height accuracy estimate available here.
 NO0058
 NO0058.Click photographs - Photos may exist for this station.
 NO0058
 NO0058.The dynamic height is computed by dividing the NAVD 88
 NO0058.geopotential number by the normal gravity value computed on the
 NO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0058.degrees latitude (g = 980.6199 gals.).
 NO0058
 NO0058.The modeled gravity was interpolated from observed gravity values.
 NO0058
 NO0058;                    North         East    Units  Estimated Accuracy
 NO0058;SPC NE       -   335,360.      494,210.      MT  (+/- 180 meters Scaled)
 NO0058
 NO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN125451(NAD 83)
 NO0058
 NO0058                          SUPERSEDED SURVEY CONTROL
 NO0058
 NO0058  NGVD 29 (??/??/92)  780.375  (m)         2560.28   (f) ADJ UNCH    2 0
 NO0058
 NO0058.Superseded values are not recommended for survey control.
 NO0058
 NO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0058.See file dsdata.pdf to determine how the superseded data were derived.
 NO0058
 NO0058_MARKER: DB = BENCH MARK DISK
 NO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0058_STAMPING: F 229 1946
 NO0058_MARK LOGO: CGS
 NO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0058+STABILITY: SURFACE MOTION
 NO0058
 NO0058  HISTORY     - Date     Condition        Report By
 NO0058  HISTORY     - 1946     MONUMENTED       CGS
 NO0058
 NO0058                          STATION DESCRIPTION
 NO0058
 NO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0058'1 MI S FROM NORDEN.
 NO0058'ABOUT 1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0058'BUILDING AT NORDEN, AND AT THE INTERSECTION WITH AN EAST-AND-WEST
 NO0058'DIRT ROAD, 30 FEET WEST OF AND ABOUT 1 FOOT HIGHER THAN THE
 NO0058'CENTER LINE OF THE NORTH-SOUTH ROAD, 14 FEET SOUTH OF THE
 NO0058'CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST OF THE
 NO0058'RIGHT-OF-WAY FENCE CORNER, 1 FOOT EAST OF A 4 IN X 4 IN MARKER
 NO0058'POST.  A BRONZE DISC STAMPED F 229 1946 AND SET IN THE TOP OF A
 NO0058'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 NO0058'F 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0124 ***********************************************************************
 MM0124  DESIGNATION -  F 23
 MM0124  PID         -  MM0124
 MM0124  STATE/COUNTY-  NE/LINCOLN
 MM0124  COUNTRY     -  US
 MM0124  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0124
 MM0124                         *CURRENT SURVEY CONTROL
 MM0124  ______________________________________________________________________
 MM0124* NAD 83(1986) POSITION- 41 15 48.     (N) 100 48 44.     (W)   SCALED
 MM0124* NAVD 88 ORTHO HEIGHT -   895.685 (meters)     2938.59  (feet) ADJUSTED
 MM0124  ______________________________________________________________________
 MM0124  GEOID HEIGHT    -        -22.004 (meters)                     GEOID18
 MM0124  DYNAMIC HEIGHT  -        895.158 (meters)     2936.86  (feet) COMP
 MM0124  MODELED GRAVITY -    980,004.7   (mgal)                       NAVD 88
 MM0124
 MM0124  VERT ORDER      -  FIRST     CLASS II
 MM0124
 MM0124.The horizontal coordinates were scaled from a map and have
 MM0124.an estimated accuracy of +/- 6 seconds.
 MM0124
 MM0124.The orthometric height was determined by differential leveling and
 MM0124.adjusted by the NATIONAL GEODETIC SURVEY
 MM0124.in June 1994.
 MM0124
 MM0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0124.GEOID18 height accuracy estimate available here.
 MM0124
 MM0124.Click photographs - Photos may exist for this station.
 MM0124
 MM0124.The dynamic height is computed by dividing the NAVD 88
 MM0124.geopotential number by the normal gravity value computed on the
 MM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0124.degrees latitude (g = 980.6199 gals.).
 MM0124
 MM0124.The modeled gravity was interpolated from observed gravity values.
 MM0124
 MM0124;                    North         East    Units  Estimated Accuracy
 MM0124;SPC NE       -   159,090.      431,960.      MT  (+/- 180 meters Scaled)
 MM0124
 MM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL481695(NAD 83)
 MM0124
 MM0124                          SUPERSEDED SURVEY CONTROL
 MM0124
 MM0124  NAVD 88 (06/15/91)  895.667  (m)         2938.53   (f) SUPERSEDED  1 2
 MM0124  NGVD 29 (02/14/92)  895.329  (m)         2937.43   (f) ADJUSTED    1 2
 MM0124  NGVD 29 (??/??/87)  895.318  (m)         2937.39   (f) SUPERSEDED  1 2
 MM0124
 MM0124.Superseded values are not recommended for survey control.
 MM0124
 MM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0124.See file dsdata.pdf to determine how the superseded data were derived.
 MM0124
 MM0124_MARKER: DB = BENCH MARK DISK
 MM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0124_STAMPING: F 23 1933 2937.389
 MM0124_MARK LOGO: CGS
 MM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0124+STABILITY: SURFACE MOTION
 MM0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0124+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0124
 MM0124  HISTORY     - Date     Condition        Report By
 MM0124  HISTORY     - 1933     MONUMENTED       CGS
 MM0124  HISTORY     - 1934     GOOD             CGS
 MM0124  HISTORY     - 19910820 GOOD             NGS
 MM0124
 MM0124                          STATION DESCRIPTION
 MM0124
 MM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0124'9.7 MI N FROM NORTH PLATTE.
 MM0124'9.7 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0124'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0124'0.5 MILE NORTH OF JACKSON 3 L RANCH, AT A CURVE, ABOUT 500 FEET
 MM0124'SOUTHWEST OF A SCHOOLHOUSE, AT THE SOUTHWEST CORNER OF A SMALL
 MM0124'CEMETERY, 150 FEET NORTHEAST OF THE CENTERLINE OF THE OLD
 MM0124'HIGHWAY, AND 3 FEET NORTH AND 2 FEET WEST OF THE SOUTHWEST
 MM0124'CORNER OF THE CEMETERY FENCE.  A STANDARD DISK, STAMPED 2937.389
 MM0124'F 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MM0124'INCHES ABOVE GROUND.
 MM0124
 MM0124                          STATION RECOVERY (1934)
 MM0124
 MM0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0124'RECOVERED IN GOOD CONDITION.
 MM0124
 MM0124                          STATION RECOVERY (1991)
 MM0124
 MM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0124'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0124'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0124'8.6 KM (5.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, THENCE 1.1 KM
 MM0124'(0.70 MI) NORTHERLY ALONG A GRAVELED ROAD, NEAR THE SOUTHWEST CORNER
 MM0124'OF THE GOOD HOPE CEMETERY, 65.8 M (215.9 FT) WEST OF AND LEVEL WITH
 MM0124'THE ROAD CENTER, 1.9 M (6.2 FT) NORTH OF A WITNESS POST AND FENCE
 MM0124'CORNER, 1.3 M (4.3 FT) NORTHWEST OF A CHAIN-LINK FENCE CORNER, 0.6 M
 MM0124'(2.0 FT) WEST OF THE CHAIN-LINK FENCE, AND THE MONUMENT PROJECTS 0.05
 MM0124'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0630 ***********************************************************************
 NM0630  DESIGNATION -  F 230
 NM0630  PID         -  NM0630
 NM0630  STATE/COUNTY-  NE/DIXON
 NM0630  COUNTRY     -  US
 NM0630  USGS QUAD   -  WAKEFIELD (2017)
 NM0630
 NM0630                         *CURRENT SURVEY CONTROL
 NM0630  ______________________________________________________________________
 NM0630* NAD 83(1986) POSITION- 42 16 16.     (N) 096 46 40.     (W)   SCALED
 NM0630* NAVD 88 ORTHO HEIGHT -   459.441 (meters)     1507.35  (feet) ADJUSTED
 NM0630  ______________________________________________________________________
 NM0630  GEOID HEIGHT    -        -25.143 (meters)                     GEOID18
 NM0630  DYNAMIC HEIGHT  -        459.288 (meters)     1506.85  (feet) COMP
 NM0630  MODELED GRAVITY -    980,274.4   (mgal)                       NAVD 88
 NM0630
 NM0630  VERT ORDER      -  FIRST     CLASS II
 NM0630
 NM0630.The horizontal coordinates were scaled from a map and have
 NM0630.an estimated accuracy of +/- 6 seconds.
 NM0630
 NM0630.The orthometric height was determined by differential leveling and
 NM0630.adjusted by the NATIONAL GEODETIC SURVEY
 NM0630.in June 1991.
 NM0630
 NM0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0630.GEOID18 height accuracy estimate available here.
 NM0630
 NM0630.Click photographs - Photos may exist for this station.
 NM0630
 NM0630.The dynamic height is computed by dividing the NAVD 88
 NM0630.geopotential number by the normal gravity value computed on the
 NM0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0630.degrees latitude (g = 980.6199 gals.).
 NM0630
 NM0630.The modeled gravity was interpolated from observed gravity values.
 NM0630
 NM0630;                    North         East    Units  Estimated Accuracy
 NM0630;SPC NE       -   275,620.      765,700.      MT  (+/- 180 meters Scaled)
 NM0630
 NM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM832822(NAD 83)
 NM0630
 NM0630                          SUPERSEDED SURVEY CONTROL
 NM0630
 NM0630  NGVD 29 (??/??/92)  459.268  (m)         1506.78   (f) ADJ UNCH    1 2
 NM0630
 NM0630.Superseded values are not recommended for survey control.
 NM0630
 NM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0630.See file dsdata.pdf to determine how the superseded data were derived.
 NM0630
 NM0630_MARKER: DB = BENCH MARK DISK
 NM0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0630_STAMPING: F 230 1947
 NM0630_MARK LOGO: CGS
 NM0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0630+STABILITY: SURFACE MOTION
 NM0630
 NM0630  HISTORY     - Date     Condition        Report By
 NM0630  HISTORY     - 1947     MONUMENTED       CGS
 NM0630  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0630
 NM0630                          STATION DESCRIPTION
 NM0630
 NM0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0630'3 MI W FROM EMERSON.
 NM0630'3.0 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0630'RAILWAY FROM THE STATION AT EMERSON, 0.4 MILE WEST OF A PRIVATE
 NM0630'ROAD CROSSING, 0.2 MILE WEST OF THE WEST END OF RIDGE SIDING,
 NM0630'232.0 FEET EAST OF MILE POST EMR 3, 120.0 FEET NORTHEAST OF AND
 NM0630'ACROSS THE TRACK FROM TELEPHONE POLE NO. 2/30, 36.3 FEET NORTH
 NM0630'OF THE NORTH RAIL OF THE TRACK, 8.0 FEET SOUTH OF THE NORTH RIGHT
 NM0630'OF WAY FENCE, 1.7 FOOT WEST OF A REFERENCE POST, SET IN A
 NM0630'CONCRETE POST AT THE TOP OF A SMALL BUT PROMINENT KNOLL WHICH IS
 NM0630'AT THE WEST END OF A CUT, ABOUT 3 FEET ABOVE THE TRACK AND
 NM0630'PROJECTING 0.2 FOOT.
 NM0630
 NM0630                          STATION RECOVERY (1965)
 NM0630
 NM0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0110 ***********************************************************************
 MK0110  DESIGNATION -  F 231 RESET
 MK0110  PID         -  MK0110
 MK0110  STATE/COUNTY-  NE/BURT
 MK0110  COUNTRY     -  US
 MK0110  USGS QUAD   -  OAKLAND (2017)
 MK0110
 MK0110                         *CURRENT SURVEY CONTROL
 MK0110  ______________________________________________________________________
 MK0110* NAD 83(1986) POSITION- 41 45 30.     (N) 096 29 49.     (W)   SCALED
 MK0110* NAVD 88 ORTHO HEIGHT -   378.89  (meters)     1243.1   (feet) RESET
 MK0110  ______________________________________________________________________
 MK0110  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 MK0110  VERT ORDER      -  THIRD
 MK0110
 MK0110.The horizontal coordinates were scaled from a map and have
 MK0110.an estimated accuracy of +/- 6 seconds.
 MK0110
 MK0110.The orthometric height was computed from unverified reset data.
 MK0110
 MK0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0110.GEOID18 height accuracy estimate available here.
 MK0110
 MK0110.Click photographs - Photos may exist for this station.
 MK0110
 MK0110;                    North         East    Units  Estimated Accuracy
 MK0110;SPC NE       -   219,620.      791,150.      MT  (+/- 180 meters Scaled)
 MK0110
 MK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM080259(NAD 83)
 MK0110
 MK0110                          SUPERSEDED SURVEY CONTROL
 MK0110
 MK0110.No superseded survey control is available for this station.
 MK0110
 MK0110_MARKER: DB = BENCH MARK DISK
 MK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0110_STAMPING: F 231 RESET 1972
 MK0110_MARK LOGO: CGS
 MK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0110+STABILITY: SURFACE MOTION
 MK0110
 MK0110  HISTORY     - Date     Condition        Report By
 MK0110  HISTORY     - 1972     MONUMENTED       NGS
 MK0110
 MK0110                          STATION DESCRIPTION
 MK0110
 MK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MK0110'1.9 MI N FROM UEHLING.
 MK0110'TO REACH THE MARK FROM THE UEHLING PUBLIC SCHOOL IN UEHLING, GO
 MK0110'NORTH ON U.S. HIGHWAY 77 FOR 1.9 MILES TO BRIDGE, A FIELD ROAD AND
 MK0110'THE BENCH MARK ON THE RIGHT AT THE NORTHEAST END OF THE BRIDGE.
 MK0110'THE BENCH MARK IS A STANDARD DISK STAMPED F 231 RESET 1972, SET IN
 MK0110'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 MK0110'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET EAST OF THE CENTER
 MK0110'OF HIGHWAY 77, 1.5 FEET NORTH OF A METAL WITNESS POST AND IN A
 MK0110'PROJECTED LINE DUE WEST OF A WINDMILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0885 ***********************************************************************
 MJ0885  DESIGNATION -  F 232
 MJ0885  PID         -  MJ0885
 MJ0885  STATE/COUNTY-  NE/SARPY
 MJ0885  COUNTRY     -  US
 MJ0885  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0885
 MJ0885                         *CURRENT SURVEY CONTROL
 MJ0885  ______________________________________________________________________
 MJ0885* NAD 83(1986) POSITION- 41 08 59.     (N) 095 54 01.     (W)   SCALED
 MJ0885* NAVD 88 ORTHO HEIGHT -   366.063 (meters)     1200.99  (feet) ADJUSTED
 MJ0885  ______________________________________________________________________
 MJ0885  GEOID HEIGHT    -        -27.261 (meters)                     GEOID18
 MJ0885  DYNAMIC HEIGHT  -        365.913 (meters)     1200.50  (feet) COMP
 MJ0885  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 MJ0885
 MJ0885  VERT ORDER      -  SECOND    CLASS 0
 MJ0885
 MJ0885.The horizontal coordinates were scaled from a map and have
 MJ0885.an estimated accuracy of +/- 6 seconds.
 MJ0885
 MJ0885.The orthometric height was determined by differential leveling and
 MJ0885.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0885.in June 1991.
 MJ0885
 MJ0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0885.GEOID18 height accuracy estimate available here.
 MJ0885
 MJ0885.Click photographs - Photos may exist for this station.
 MJ0885
 MJ0885.The dynamic height is computed by dividing the NAVD 88
 MJ0885.geopotential number by the normal gravity value computed on the
 MJ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0885.degrees latitude (g = 980.6199 gals.).
 MJ0885
 MJ0885.The modeled gravity was interpolated from observed gravity values.
 MJ0885
 MJ0885;                    North         East    Units  Estimated Accuracy
 MJ0885;SPC NE       -   154,310.      843,910.      MT  (+/- 180 meters Scaled)
 MJ0885
 MJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF566594(NAD 83)
 MJ0885
 MJ0885                          SUPERSEDED SURVEY CONTROL
 MJ0885
 MJ0885  NGVD 29 (??/??/92)  365.953  (m)         1200.63   (f) ADJ UNCH    2 0
 MJ0885
 MJ0885.Superseded values are not recommended for survey control.
 MJ0885
 MJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0885.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0885
 MJ0885_MARKER: DB = BENCH MARK DISK
 MJ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0885_STAMPING: F 232 1947
 MJ0885_MARK LOGO: CGS
 MJ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0885+STABILITY: SURFACE MOTION
 MJ0885
 MJ0885  HISTORY     - Date     Condition        Report By
 MJ0885  HISTORY     - 1947     MONUMENTED       CGS
 MJ0885
 MJ0885                          STATION DESCRIPTION
 MJ0885
 MJ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0885'1.3 MI N FROM BELLEVUE.
 MJ0885'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0885'PUBLIC SCHOOL, THENCE 1.1 MILES NORTH ALONG NEBRASKA STATE
 MJ0885'HIGHWAY 31, 0.1 MILE SOUTH OF A JUNCTION WITH JEWELL ROAD,
 MJ0885'APPROXIMATELY 67 YARDS SOUTH OF A CONCRETE CULVERT, 26.0 FEET
 MJ0885'WEST OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET NORTHWEST OF A
 MJ0885'POWER POLE WITH A TRANSFORMER, 2.0 FEET SOUTH OF A REFERENCE
 MJ0885'POST, 1.0 FOOT EAST OF A FENCE, ACROSS THE HIGHWAY FROM A HOUSE
 MJ0885'OWNED AND OCCUPIED BY H.E. ROBERSON, SET IN THE TOP OF A CONCRETE
 MJ0885'POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0526 ***********************************************************************
 MK0526  DESIGNATION -  F 233
 MK0526  PID         -  MK0526
 MK0526  STATE/COUNTY-  NE/WASHINGTON
 MK0526  COUNTRY     -  US
 MK0526  USGS QUAD   -  FORT CALHOUN (2017)
 MK0526
 MK0526                         *CURRENT SURVEY CONTROL
 MK0526  ______________________________________________________________________
 MK0526* NAD 83(1986) POSITION- 41 24 51.     (N) 096 05 52.     (W)   SCALED
 MK0526* NAVD 88 ORTHO HEIGHT -   402.437 (meters)     1320.33  (feet) ADJUSTED
 MK0526  ______________________________________________________________________
 MK0526  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 MK0526  DYNAMIC HEIGHT  -        402.242 (meters)     1319.69  (feet) COMP
 MK0526  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 MK0526
 MK0526  VERT ORDER      -  SECOND    CLASS 0
 MK0526
 MK0526.The horizontal coordinates were scaled from a map and have
 MK0526.an estimated accuracy of +/- 6 seconds.
 MK0526
 MK0526.The orthometric height was determined by differential leveling and
 MK0526.adjusted by the NATIONAL GEODETIC SURVEY
 MK0526.in June 1991.
 MK0526
 MK0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0526.GEOID18 height accuracy estimate available here.
 MK0526
 MK0526.Click photographs - Photos may exist for this station.
 MK0526
 MK0526.The dynamic height is computed by dividing the NAVD 88
 MK0526.geopotential number by the normal gravity value computed on the
 MK0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0526.degrees latitude (g = 980.6199 gals.).
 MK0526
 MK0526.The modeled gravity was interpolated from observed gravity values.
 MK0526
 MK0526;                    North         East    Units  Estimated Accuracy
 MK0526;SPC NE       -   182,870.      826,030.      MT  (+/- 180 meters Scaled)
 MK0526
 MK0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL425888(NAD 83)
 MK0526
 MK0526                          SUPERSEDED SURVEY CONTROL
 MK0526
 MK0526  NGVD 29 (??/??/92)  402.292  (m)         1319.85   (f) ADJ UNCH    2 0
 MK0526
 MK0526.Superseded values are not recommended for survey control.
 MK0526
 MK0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0526.See file dsdata.pdf to determine how the superseded data were derived.
 MK0526
 MK0526_MARKER: DB = BENCH MARK DISK
 MK0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0526_STAMPING: F 233 1947
 MK0526_MARK LOGO: CGS
 MK0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0526+STABILITY: SURFACE MOTION
 MK0526
 MK0526  HISTORY     - Date     Condition        Report By
 MK0526  HISTORY     - 1947     MONUMENTED       CGS
 MK0526  HISTORY     - 1967     POOR             USGS
 MK0526
 MK0526                          STATION DESCRIPTION
 MK0526
 MK0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0526'7.7 MI SE FROM KENNARD.
 MK0526'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0526'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0526'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0526'GRAVELED ROAD, THENCE 4.5 MILES SOUTHEAST ALONG A GRAVELED
 MK0526'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, AT A CROSSING,
 MK0526'IN THE SOUTHWEST CORNER OF THE WRANCH SCHOOL YARD, 112 FEET
 MK0526'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 45 FEET
 MK0526'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD AND 1 FOOT HIGHER,
 MK0526'44 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WELL CURB, 16 FEET
 MK0526'EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF
 MK0526'A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0526'PROJECTS 3 INCHES ABOVE THE GROUND.
 MK0526
 MK0526                          STATION RECOVERY (1967)
 MK0526
 MK0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0526'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1818 ***********************************************************************
 MK1818  DESIGNATION -  F 234 RESET
 MK1818  PID         -  MK1818
 MK1818  STATE/COUNTY-  NE/WASHINGTON
 MK1818  COUNTRY     -  US
 MK1818  USGS QUAD   -  BLAIR (2017)
 MK1818
 MK1818                         *CURRENT SURVEY CONTROL
 MK1818  ______________________________________________________________________
 MK1818* NAD 83(1986) POSITION- 41 31 48.     (N) 096 07 39.     (W)   SCALED
 MK1818* NAVD 88 ORTHO HEIGHT -   340.40  (+/-2cm)     1116.8   (feet) VERTCON
 MK1818  ______________________________________________________________________
 MK1818  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 MK1818  VERT ORDER      -  THIRD (See Below)
 MK1818
 MK1818.The horizontal coordinates were scaled from a map and have
 MK1818.an estimated accuracy of +/- 6 seconds.
 MK1818
 MK1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1818
 MK1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1818.GEOID18 height accuracy estimate available here.
 MK1818
 MK1818.The vertical order pertains to the NGVD 29 superseded value.
 MK1818
 MK1818.Click photographs - Photos may exist for this station.
 MK1818
 MK1818;                    North         East    Units  Estimated Accuracy
 MK1818;SPC NE       -   195,610.      822,970.      MT  (+/- 180 meters Scaled)
 MK1818
 MK1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396015(NAD 83)
 MK1818
 MK1818                          SUPERSEDED SURVEY CONTROL
 MK1818
 MK1818  NGVD 29 (01/31/13)  340.25   (m)         1116.3    (f) RESET       3  
 MK1818
 MK1818.Superseded values are not recommended for survey control.
 MK1818
 MK1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1818.See file dsdata.pdf to determine how the superseded data were derived.
 MK1818
 MK1818_MARKER: DV = VERTICAL CONTROL DISK
 MK1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1818_STAMPING: F 234 RESET 1976
 MK1818_MARK LOGO: NGS
 MK1818_PROJECTION: FLUSH
 MK1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1818+STABILITY: SURFACE MOTION
 MK1818
 MK1818  HISTORY     - Date     Condition        Report By
 MK1818  HISTORY     - 1976     MONUMENTED       NGS
 MK1818
 MK1818                          STATION DESCRIPTION
 MK1818
 MK1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MK1818'1.1 MI SE FROM BLAIR.
 MK1818'0.2 MILE EAST ON COLFAX STREET FROM THE COURTHOUSE IN BLAIR, THENCE
 MK1818'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 73, 66 FEET NORTHEAST OF
 MK1818'THE CENTERLINE OF THE HIGHWAY, 66 FEET RIGHT OF THE HIGHWAY STATION
 MK1818'682/32.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0658 ***********************************************************************
 NM0658  DESIGNATION -  F 235
 NM0658  PID         -  NM0658
 NM0658  STATE/COUNTY-  NE/DAKOTA
 NM0658  COUNTRY     -  US
 NM0658  USGS QUAD   -  JACKSON (2017)
 NM0658
 NM0658                         *CURRENT SURVEY CONTROL
 NM0658  ______________________________________________________________________
 NM0658* NAD 83(1986) POSITION- 42 24 52.     (N) 096 31 42.     (W)   SCALED
 NM0658* NAVD 88 ORTHO HEIGHT -   335.717 (meters)     1101.43  (feet) ADJUSTED
 NM0658  ______________________________________________________________________
 NM0658  GEOID HEIGHT    -        -25.846 (meters)                     GEOID18
 NM0658  DYNAMIC HEIGHT  -        335.608 (meters)     1101.07  (feet) COMP
 NM0658  MODELED GRAVITY -    980,289.7   (mgal)                       NAVD 88
 NM0658
 NM0658  VERT ORDER      -  FIRST     CLASS II
 NM0658
 NM0658.The horizontal coordinates were scaled from a map and have
 NM0658.an estimated accuracy of +/- 6 seconds.
 NM0658
 NM0658.The orthometric height was determined by differential leveling and
 NM0658.adjusted by the NATIONAL GEODETIC SURVEY
 NM0658.in June 1991.
 NM0658
 NM0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0658.GEOID18 height accuracy estimate available here.
 NM0658
 NM0658.Click photographs - Photos may exist for this station.
 NM0658
 NM0658.The dynamic height is computed by dividing the NAVD 88
 NM0658.geopotential number by the normal gravity value computed on the
 NM0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0658.degrees latitude (g = 980.6199 gals.).
 NM0658
 NM0658.The modeled gravity was interpolated from observed gravity values.
 NM0658
 NM0658;                    North         East    Units  Estimated Accuracy
 NM0658;SPC NE       -   292,320.      785,620.      MT  (+/- 180 meters Scaled)
 NM0658
 NM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM033987(NAD 83)
 NM0658
 NM0658                          SUPERSEDED SURVEY CONTROL
 NM0658
 NM0658  NGVD 29 (??/??/92)  335.557  (m)         1100.91   (f) ADJ UNCH    1 2
 NM0658
 NM0658.Superseded values are not recommended for survey control.
 NM0658
 NM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0658.See file dsdata.pdf to determine how the superseded data were derived.
 NM0658
 NM0658_MARKER: DB = BENCH MARK DISK
 NM0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0658_SP_SET: ABUTMENT
 NM0658_STAMPING: F 235 1947
 NM0658_MARK LOGO: CGS
 NM0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0658
 NM0658  HISTORY     - Date     Condition        Report By
 NM0658  HISTORY     - 1947     MONUMENTED       CGS
 NM0658
 NM0658                          STATION DESCRIPTION
 NM0658
 NM0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0658'3.8 MI NE FROM HUBBARD.
 NM0658'ABOUT 3.8 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0658'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, ABOUT 1 POLE
 NM0658'NORTHEAST OF MILE POST 12-25, 10.0 FEET NORTHWEST OF AND ABOUT 4.0
 NM0658'FEET LOWER THAN THE CENTER LINE OF THE TRACK, ON TOP OF THE
 NM0658'NORTHWEST END OF THE NORTHEAST STONE ABUTEMENT OF BRIDGE NO. 14
 NM0658'AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2006 ***********************************************************************
 NM2006  DESIGNATION -  F 236 RESET
 NM2006  PID         -  NM2006
 NM2006  STATE/COUNTY-  NE/DAKOTA
 NM2006  COUNTRY     -  US
 NM2006  USGS QUAD   -  HOMER (2017)
 NM2006
 NM2006                         *CURRENT SURVEY CONTROL
 NM2006  ______________________________________________________________________
 NM2006* NAD 83(1986) POSITION- 42 21 35.     (N) 096 27 38.     (W)   SCALED
 NM2006* NAVD 88 ORTHO HEIGHT -   333.70  (meters)     1094.8   (feet) RESET
 NM2006  ______________________________________________________________________
 NM2006  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 NM2006  VERT ORDER      -  THIRD
 NM2006
 NM2006.The horizontal coordinates were scaled from a map and have
 NM2006.an estimated accuracy of +/- 6 seconds.
 NM2006
 NM2006.The orthometric height was computed from unverified reset data.
 NM2006
 NM2006.No vertical observational check was made to the station.
 NM2006
 NM2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2006.GEOID18 height accuracy estimate available here.
 NM2006
 NM2006.Click photographs - Photos may exist for this station.
 NM2006
 NM2006;                    North         East    Units  Estimated Accuracy
 NM2006;SPC NE       -   286,470.      791,440.      MT  (+/- 180 meters Scaled)
 NM2006
 NM2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM091928(NAD 83)
 NM2006
 NM2006                          SUPERSEDED SURVEY CONTROL
 NM2006
 NM2006  NGVD 29 (01/31/13)  333.54   (m)         1094.3    (f) RESET       3  
 NM2006
 NM2006.Superseded values are not recommended for survey control.
 NM2006
 NM2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2006.See file dsdata.pdf to determine how the superseded data were derived.
 NM2006
 NM2006_MARKER: DV = VERTICAL CONTROL DISK
 NM2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2006_STAMPING: F 236 RESET 1983
 NM2006_MARK LOGO: NGS
 NM2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2006+STABILITY: SURFACE MOTION
 NM2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2006+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2020
 NM2006
 NM2006  HISTORY     - Date     Condition        Report By
 NM2006  HISTORY     - 1983     MONUMENTED       NGS
 NM2006  HISTORY     - 20200928 GOOD             NEGS
 NM2006
 NM2006                          STATION DESCRIPTION
 NM2006
 NM2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2006'0.16 KM (0.10 MI) EAST ALONG MAIN STREET, FROM THE POST OFFICE IN
 NM2006'HOMER, THENCE 4.99 KM (3.10 MI) LEFT AND NORTH ALONG US HIGHWAY 77 TO
 NM2006'A PRIVATE RAILROAD CROSSING AND THE BENCH MARK ON THE LEFT, 42.4 M
 NM2006'(139.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 29.72 M (97.51
 NM2006'FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE WEST END OF A RAILROAD
 NM2006'CULVERT, 14.02 M (46.00 FT) WEST OF THE WEST RAIL OF THE RAILROAD
 NM2006'TRACK, 3.05 M (10.01 FT) NORTH FROM THE CENTER OF A GATE OF A FIELD
 NM2006'ENTRANCE, 0.61 M (2.00 FT) EAST FROM A FENCE.
 NM2006
 NM2006                          STATION RECOVERY (2020)
 NM2006
 NM2006'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM2006'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 35 AND U.S. HIGHWAY 77 WEST
 NM2006'OF DAKOTA CITY NE., GO SOUTH ON U.S.HWY.  77 APPROXIMATELY 4.17 MI
 NM2006'(6.71 KM) TO THE MARK ON THE RIGHT, WEST SIDE OF THE HIGHWAY.  AT MILE
 NM2006'POST 178.34.  THE MARK IS 139.1 FT (42.4 M) WEST OF THE CENTERLINE OF
 NM2006'U.S. HIGHWAY 77 AND 97.51 FT (29.7 M) SW FROM THE CENTER OF THE WEST
 NM2006'END OF A RAILROAD CULVERT UNDER TRACKS.  THE DEPTH OF THE MARK IS NOT
 NM2006'RECORDED.  THE MARK IS NEAR THE EDGE OF A CORN FIELD AND MAY HAVE
 NM2006'DAMAGE FROM FARM EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0520 ***********************************************************************
 NM0520  DESIGNATION -  F 237
 NM0520  PID         -  NM0520
 NM0520  STATE/COUNTY-  NE/THURSTON
 NM0520  COUNTRY     -  US
 NM0520  USGS QUAD   -  WALTHILL (2017)
 NM0520
 NM0520                         *CURRENT SURVEY CONTROL
 NM0520  ______________________________________________________________________
 NM0520* NAD 83(1986) POSITION- 42 07 41.     (N) 096 28 15.     (W)   SCALED
 NM0520* NAVD 88 ORTHO HEIGHT -   408.476 (meters)     1340.14  (feet) ADJUSTED
 NM0520  ______________________________________________________________________
 NM0520  GEOID HEIGHT    -        -25.885 (meters)                     GEOID18
 NM0520  DYNAMIC HEIGHT  -        408.332 (meters)     1339.67  (feet) COMP
 NM0520  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 NM0520
 NM0520  VERT ORDER      -  SECOND    CLASS 0
 NM0520
 NM0520.The horizontal coordinates were scaled from a map and have
 NM0520.an estimated accuracy of +/- 6 seconds.
 NM0520
 NM0520.The orthometric height was determined by differential leveling and
 NM0520.adjusted by the NATIONAL GEODETIC SURVEY
 NM0520.in June 1991.
 NM0520
 NM0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0520.GEOID18 height accuracy estimate available here.
 NM0520
 NM0520.Click photographs - Photos may exist for this station.
 NM0520
 NM0520.The dynamic height is computed by dividing the NAVD 88
 NM0520.geopotential number by the normal gravity value computed on the
 NM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0520.degrees latitude (g = 980.6199 gals.).
 NM0520
 NM0520.The modeled gravity was interpolated from observed gravity values.
 NM0520
 NM0520;                    North         East    Units  Estimated Accuracy
 NM0520;SPC NE       -   260,730.      791,640.      MT  (+/- 180 meters Scaled)
 NM0520
 NM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM090670(NAD 83)
 NM0520
 NM0520                          SUPERSEDED SURVEY CONTROL
 NM0520
 NM0520  NGVD 29 (??/??/92)  408.322  (m)         1339.64   (f) ADJ UNCH    2 0
 NM0520
 NM0520.Superseded values are not recommended for survey control.
 NM0520
 NM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0520.See file dsdata.pdf to determine how the superseded data were derived.
 NM0520
 NM0520_MARKER: DB = BENCH MARK DISK
 NM0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0520_STAMPING: F 237 1947
 NM0520_MARK LOGO: CGS
 NM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0520+STABILITY: SURFACE MOTION
 NM0520
 NM0520  HISTORY     - Date     Condition        Report By
 NM0520  HISTORY     - 1947     MONUMENTED       CGS
 NM0520
 NM0520                          STATION DESCRIPTION
 NM0520
 NM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0520'1.8 MI S FROM WALTHILL.
 NM0520'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0520'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 1.4
 NM0520'MILES ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK
 NM0520'IS NEAR THE CENTER OF THE TOP OF A LONG HILL SLOPING BOTH
 NM0520'TO THE NORTH AND SOUTH, 48.5 FEET EAST OF AND ABOUT 1.0 FOOT
 NM0520'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 33.2 FEET NORTH OF
 NM0520'THE NORTH END OF A WIRE GATE, 128.5 FEET NORTH-NORTHEAST OF
 NM0520'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE TUBE CULVERT,
 NM0520'6.4 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE,
 NM0520'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0520'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NM0520'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0521 ***********************************************************************
 NM0521  DESIGNATION -  F 237 RESET
 NM0521  PID         -  NM0521
 NM0521  STATE/COUNTY-  NE/THURSTON
 NM0521  COUNTRY     -  US
 NM0521  USGS QUAD   -  WALTHILL (2017)
 NM0521
 NM0521                         *CURRENT SURVEY CONTROL
 NM0521  ______________________________________________________________________
 NM0521* NAD 83(1986) POSITION- 42 07 31.     (N) 096 28 12.     (W)   SCALED
 NM0521* NAVD 88 ORTHO HEIGHT -   406.27  (meters)     1332.9   (feet) RESET
 NM0521  ______________________________________________________________________
 NM0521  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 NM0521  VERT ORDER      -  THIRD
 NM0521
 NM0521.The horizontal coordinates were scaled from a map and have
 NM0521.an estimated accuracy of +/- 6 seconds.
 NM0521
 NM0521.The orthometric height was computed from unverified reset data.
 NM0521
 NM0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0521.GEOID18 height accuracy estimate available here.
 NM0521
 NM0521.Click photographs - Photos may exist for this station.
 NM0521
 NM0521;                    North         East    Units  Estimated Accuracy
 NM0521;SPC NE       -   260,430.      791,730.      MT  (+/- 180 meters Scaled)
 NM0521
 NM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM091667(NAD 83)
 NM0521
 NM0521                          SUPERSEDED SURVEY CONTROL
 NM0521
 NM0521  NGVD 29 (??/??/??)  406.12   (m)         1332.4    (f) RESET       3  
 NM0521
 NM0521.Superseded values are not recommended for survey control.
 NM0521
 NM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0521.See file dsdata.pdf to determine how the superseded data were derived.
 NM0521
 NM0521_MARKER: DB = BENCH MARK DISK
 NM0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0521_STAMPING: F 237 RESET 1965
 NM0521_MARK LOGO: CGS
 NM0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0521+STABILITY: SURFACE MOTION
 NM0521
 NM0521  HISTORY     - Date     Condition        Report By
 NM0521  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0521  HISTORY     - 1967     GOOD             LOCENG
 NM0521
 NM0521                          STATION DESCRIPTION
 NM0521
 NM0521'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0521'2 MI S FROM WALTHILL.
 NM0521'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0521'STATION AT WALTHILL, THENCE 1.6 MILES SOUTH ALONG U.S. HIGHWAY
 NM0521'77, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 NM0521'STATION 400 + 58, 61 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF
 NM0521'A PIPE CULVERT UNDER DRIVEWAY, 57 FEET NORTHWEST OF THE TOP
 NM0521'OF A ROADWAY PIPE CULVERT, 5 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 NM0521'MARKER POST, 1.5 FEET EAST OF THE NORTH-SOUTH FENCE LINE, AND
 NM0521'ABOUT 4 FEET LOWER THAN THE HIGHWAY, SET IN THE TOP OF A 4
 NM0521'INCH SQUARE CONCRETE POST WITH AN 8 INCH SQUARE TOP PROJECTING
 NM0521'4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0709 ***********************************************************************
 NM0709  DESIGNATION -  F 238
 NM0709  PID         -  NM0709
 NM0709  STATE/COUNTY-  NE/THURSTON
 NM0709  COUNTRY     -  US
 NM0709  USGS QUAD   -  EMERSON (2017)
 NM0709
 NM0709                         *CURRENT SURVEY CONTROL
 NM0709  ______________________________________________________________________
 NM0709* NAD 83(1986) POSITION- 42 15 50.     (N) 096 38 53.     (W)   SCALED
 NM0709* NAVD 88 ORTHO HEIGHT -   454.471 (meters)     1491.04  (feet) ADJUSTED
 NM0709  ______________________________________________________________________
 NM0709  GEOID HEIGHT    -        -25.454 (meters)                     GEOID18
 NM0709  DYNAMIC HEIGHT  -        454.315 (meters)     1490.53  (feet) COMP
 NM0709  MODELED GRAVITY -    980,262.5   (mgal)                       NAVD 88
 NM0709
 NM0709  VERT ORDER      -  SECOND    CLASS 0
 NM0709
 NM0709.The horizontal coordinates were scaled from a map and have
 NM0709.an estimated accuracy of +/- 6 seconds.
 NM0709
 NM0709.The orthometric height was determined by differential leveling and
 NM0709.adjusted by the NATIONAL GEODETIC SURVEY
 NM0709.in June 1991.
 NM0709
 NM0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0709.GEOID18 height accuracy estimate available here.
 NM0709
 NM0709.Click photographs - Photos may exist for this station.
 NM0709
 NM0709.The dynamic height is computed by dividing the NAVD 88
 NM0709.geopotential number by the normal gravity value computed on the
 NM0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0709.degrees latitude (g = 980.6199 gals.).
 NM0709
 NM0709.The modeled gravity was interpolated from observed gravity values.
 NM0709
 NM0709;                    North         East    Units  Estimated Accuracy
 NM0709;SPC NE       -   275,220.      776,420.      MT  (+/- 180 meters Scaled)
 NM0709
 NM0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM939817(NAD 83)
 NM0709
 NM0709                          SUPERSEDED SURVEY CONTROL
 NM0709
 NM0709  NGVD 29 (??/??/92)  454.301  (m)         1490.49   (f) ADJ UNCH    2 0
 NM0709
 NM0709.Superseded values are not recommended for survey control.
 NM0709
 NM0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0709.See file dsdata.pdf to determine how the superseded data were derived.
 NM0709
 NM0709_MARKER: DB = BENCH MARK DISK
 NM0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0709_STAMPING: F 238 1947
 NM0709_MARK LOGO: CGS
 NM0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0709+STABILITY: SURFACE MOTION
 NM0709
 NM0709  HISTORY     - Date     Condition        Report By
 NM0709  HISTORY     - 1947     MONUMENTED       CGS
 NM0709  HISTORY     - 1964     MARK NOT FOUND   CGS
 NM0709
 NM0709                          STATION DESCRIPTION
 NM0709
 NM0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0709'5 MI E FROM EMERSON.
 NM0709'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0709'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 4.1 MILES
 NM0709'TO A DIRT CROSS ROAD, 54.2 FEET WEST OF THE CENTER OF THE
 NM0709'NORTH-SOUTH ROAD, 21.2 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 NM0709'ROAD, 35.2 FEET WEST OF A FENCE CORNER POST, 1.0 FEET NORTH OF
 NM0709'A WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND
 NM0709'SET IN THE TOP OF A CONCRETE POST.
 NM0709
 NM0709                          STATION RECOVERY (1964)
 NM0709
 NM0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NM0709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0530 ***********************************************************************
 NM0530  DESIGNATION -  F 239
 NM0530  PID         -  NM0530
 NM0530  STATE/COUNTY-  NE/THURSTON
 NM0530  COUNTRY     -  US
 NM0530  USGS QUAD   -  WALTHILL SW (2017)
 NM0530
 NM0530                         *CURRENT SURVEY CONTROL
 NM0530  ______________________________________________________________________
 NM0530* NAD 83(1986) POSITION- 42 03 39.     (N) 096 27 45.     (W)   SCALED
 NM0530* NAVD 88 ORTHO HEIGHT -   444.036 (meters)     1456.81  (feet) ADJUSTED
 NM0530  ______________________________________________________________________
 NM0530  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 NM0530  DYNAMIC HEIGHT  -        443.874 (meters)     1456.28  (feet) COMP
 NM0530  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 NM0530
 NM0530  VERT ORDER      -  SECOND    CLASS 0
 NM0530
 NM0530.The horizontal coordinates were scaled from a map and have
 NM0530.an estimated accuracy of +/- 6 seconds.
 NM0530
 NM0530.The orthometric height was determined by differential leveling and
 NM0530.adjusted by the NATIONAL GEODETIC SURVEY
 NM0530.in June 1991.
 NM0530
 NM0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0530.GEOID18 height accuracy estimate available here.
 NM0530
 NM0530.Click photographs - Photos may exist for this station.
 NM0530
 NM0530.The dynamic height is computed by dividing the NAVD 88
 NM0530.geopotential number by the normal gravity value computed on the
 NM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0530.degrees latitude (g = 980.6199 gals.).
 NM0530
 NM0530.The modeled gravity was interpolated from observed gravity values.
 NM0530
 NM0530;                    North         East    Units  Estimated Accuracy
 NM0530;SPC NE       -   253,300.      792,640.      MT  (+/- 180 meters Scaled)
 NM0530
 NM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099596(NAD 83)
 NM0530
 NM0530                          SUPERSEDED SURVEY CONTROL
 NM0530
 NM0530  NGVD 29 (??/??/92)  443.878  (m)         1456.29   (f) ADJ UNCH    2 0
 NM0530
 NM0530.Superseded values are not recommended for survey control.
 NM0530
 NM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0530.See file dsdata.pdf to determine how the superseded data were derived.
 NM0530
 NM0530_MARKER: DB = BENCH MARK DISK
 NM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0530_STAMPING: F 239 1947
 NM0530_MARK LOGO: CGS
 NM0530_PROJECTION: FLUSH
 NM0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0530+STABILITY: SURFACE MOTION
 NM0530
 NM0530  HISTORY     - Date     Condition        Report By
 NM0530  HISTORY     - 1947     MONUMENTED       CGS
 NM0530
 NM0530                          STATION DESCRIPTION
 NM0530
 NM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0530'6.9 MI SE FROM WALTHILL.
 NM0530'0.6 MILE EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT WALTHILL,
 NM0530'THENCE 6.3 MILES SOUTH ALONG U.S. HIGHWAY 77, AT A CROSS ROAD,
 NM0530'96.6 FEET NORTH OF THE NORTHWEST CORNER OF LANES LUNCH, 93.0 FEET
 NM0530'EAST OF THE CENTER LINE OF THE HIGHWAY, 27.1 FEET NORTH OF THE
 NM0530'CENTER LINE OF THE CROSS ROAD, 22.7 FEET EAST OF A TELEPHONE POLE,
 NM0530'1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 X 4
 NM0530'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM0530'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0531 ***********************************************************************
 NM0531  DESIGNATION -  F 239 RESET
 NM0531  PID         -  NM0531
 NM0531  STATE/COUNTY-  NE/THURSTON
 NM0531  COUNTRY     -  US
 NM0531  USGS QUAD   -  WALTHILL SW (2017)
 NM0531
 NM0531                         *CURRENT SURVEY CONTROL
 NM0531  ______________________________________________________________________
 NM0531* NAD 83(1986) POSITION- 42 03 39.     (N) 096 27 49.     (W)   SCALED
 NM0531* NAVD 88 ORTHO HEIGHT -   444.27  (meters)     1457.6   (feet) RESET
 NM0531  ______________________________________________________________________
 NM0531  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 NM0531  VERT ORDER      -  THIRD
 NM0531
 NM0531.The horizontal coordinates were scaled from a map and have
 NM0531.an estimated accuracy of +/- 6 seconds.
 NM0531
 NM0531.The orthometric height was computed from unverified reset data.
 NM0531
 NM0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0531.GEOID18 height accuracy estimate available here.
 NM0531
 NM0531.Click photographs - Photos may exist for this station.
 NM0531
 NM0531;                    North         East    Units  Estimated Accuracy
 NM0531;SPC NE       -   253,300.      792,550.      MT  (+/- 180 meters Scaled)
 NM0531
 NM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098596(NAD 83)
 NM0531
 NM0531                          SUPERSEDED SURVEY CONTROL
 NM0531
 NM0531  NGVD 29 (??/??/??)  444.12   (m)         1457.1    (f) RESET       3  
 NM0531
 NM0531.Superseded values are not recommended for survey control.
 NM0531
 NM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0531.See file dsdata.pdf to determine how the superseded data were derived.
 NM0531
 NM0531_MARKER: DB = BENCH MARK DISK
 NM0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0531_STAMPING: F 239 RESET 1965
 NM0531_MARK LOGO: CGS
 NM0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0531+STABILITY: SURFACE MOTION
 NM0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0531+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 NM0531
 NM0531  HISTORY     - Date     Condition        Report By
 NM0531  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0531  HISTORY     - 1967     GOOD             LOCENG
 NM0531  HISTORY     - 20160615 GOOD             NEGS
 NM0531
 NM0531                          STATION DESCRIPTION
 NM0531
 NM0531'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0531'6.7 MI S FROM WALTHILL.
 NM0531'ABOUT 0.6 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 NM0531'AT WALTHILL, THENCE 6.1 MILES SOUTH ALONG U.S. HIGHWAY 77,
 NM0531'174 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT STATION
 NM0531'641 + 03, 102 FEET WEST-NORTHWEST OF A PIPE CULVERT UNDER THE
 NM0531'HIGHWAY, 52 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE
 NM0531'SPUR 177, 2.5 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTH OF
 NM0531'A HIGHWAY RIGHT-OF-WAY MARKER AND ABOUT 2 FEET ABOVE THE LEVEL
 NM0531'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0531'4 INCHES.
 NM0531
 NM0531                          STATION RECOVERY (2016)
 NM0531
 NM0531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0531'FOUND GOOD
 NM0531'WEST 0.5 FEET FROM BOTTOM OF FIBERGLASS WITNESS SIGN
 NM0531'AT MILE POST 157+61 FOR HIGHWAY 77
 NM0531'NOT RECOMMENDED FOR GPS COTTONWOOD TREE TO CLOSE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0797 ***********************************************************************
 LH0797  DESIGNATION -  F 24
 LH0797  PID         -  LH0797
 LH0797  STATE/COUNTY-  NE/GOSPER
 LH0797  COUNTRY     -  US
 LH0797  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0797
 LH0797                         *CURRENT SURVEY CONTROL
 LH0797  ______________________________________________________________________
 LH0797* NAD 83(1986) POSITION- 40 39 21.     (N) 099 47 41.     (W)   SCALED
 LH0797* NAVD 88 ORTHO HEIGHT -   788.760 (meters)     2587.79  (feet) POSTED
 LH0797  ______________________________________________________________________
 LH0797  GEOID HEIGHT    -        -24.096 (meters)                     GEOID18
 LH0797  DYNAMIC HEIGHT  -        788.28  (meters)     2586.2   (feet) COMP
 LH0797  MODELED GRAVITY -    979,984.3   (mgal)                       NAVD 88
 LH0797
 LH0797  VERT ORDER      -  * POSTED, SEE BELOW
 LH0797
 LH0797.The horizontal coordinates were scaled from a map and have
 LH0797.an estimated accuracy of +/- 6 seconds.
 LH0797
 LH0797.The orthometric height was determined by differential leveling
 LH0797.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LH0797
 LH0797.* This is a POSTED BENCH MARK height.
 LH0797
 LH0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0797.GEOID18 height accuracy estimate available here.
 LH0797
 LH0797.Click photographs - Photos may exist for this station.
 LH0797
 LH0797.The dynamic height is computed by dividing the NAVD 88
 LH0797.geopotential number by the normal gravity value computed on the
 LH0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0797.degrees latitude (g = 980.6199 gals.).
 LH0797
 LH0797.The modeled gravity was interpolated from observed gravity values.
 LH0797
 LH0797;                    North         East    Units  Estimated Accuracy
 LH0797;SPC NE       -    91,340.      517,360.      MT  (+/- 180 meters Scaled)
 LH0797
 LH0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML328008(NAD 83)
 LH0797
 LH0797                          SUPERSEDED SURVEY CONTROL
 LH0797
 LH0797  NGVD 29 (??/??/92)  788.476  (m)         2586.86   (f) ADJ UNCH    1 2
 LH0797
 LH0797.Superseded values are not recommended for survey control.
 LH0797
 LH0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0797.See file dsdata.pdf to determine how the superseded data were derived.
 LH0797
 LH0797_MARKER: DB = BENCH MARK DISK
 LH0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0797_STAMPING: F 24 1933
 LH0797_MARK LOGO: CGS
 LH0797_PROJECTION: PROJECTING 30 CENTIMETERS
 LH0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0797+STABILITY: SURFACE MOTION
 LH0797
 LH0797  HISTORY     - Date     Condition        Report By
 LH0797  HISTORY     - 1933     MONUMENTED       CGS
 LH0797  HISTORY     - 1934     GOOD             CGS
 LH0797  HISTORY     - 1986     POOR             NGS
 LH0797
 LH0797                          STATION DESCRIPTION
 LH0797
 LH0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0797'7.6 MI N FROM ELWOOD.
 LH0797'7.6 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0797'AT ELWOOD, AT THE NORTH POINT OF A 90-DEGREE CURVE, AT THE
 LH0797'JUNCTION OF A ROAD LEADING SOUTH, 75 YARDS NORTH OF A SECTION
 LH0797'ROAD LEADING EAST, AND 55 FEET EAST OF THE CENTERLINE OF THE
 LH0797'HIGHWAY.  A STANDARD DISK, STAMPED F 24 1933 AND SET IN THE
 LH0797'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0797
 LH0797                          STATION RECOVERY (1986)
 LH0797
 LH0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0797'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.1
 LH0797'MI) NORTH ALONG US HGIHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0797'THENCE 3.2 KM (2.0 MI) EAST ALONG A DIRT ROAD, IN THE NORTHEAST CORNER
 LH0797'OF THE JUNCTION OF A DIRT ROAD, 73.4 METERS (241 FT) NORTH OF THE
 LH0797'CENTER OF THE ROAD, 12.3 METERS (40.5 FT) NORTH OF THE 1ST POWER POLE
 LH0797'NORTH OF THE JUNCTION AND 8.2 METERS (27 FT) EAST OF THE CENTER OF A
 LH0797'ROAD.  NOTE--POST IS CRACKED AND EXPOSED AND WILL NOT BE LEVELED TO
 LH0797'DURING THIS SURVEY.
 LH0797'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0797'THE MARK IS 0.2 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0445 ***********************************************************************
 NM0445  DESIGNATION -  F 240
 NM0445  PID         -  NM0445
 NM0445  STATE/COUNTY-  NE/THURSTON
 NM0445  COUNTRY     -  US
 NM0445  USGS QUAD   -  ALBATON (2018)
 NM0445
 NM0445                         *CURRENT SURVEY CONTROL
 NM0445  ______________________________________________________________________
 NM0445* NAD 83(1986) POSITION- 42 08 01.     (N) 096 21 23.     (W)   SCALED
 NM0445* NAVD 88 ORTHO HEIGHT -   397.510 (meters)     1304.16  (feet) ADJUSTED
 NM0445  ______________________________________________________________________
 NM0445  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 NM0445  DYNAMIC HEIGHT  -        397.374 (meters)     1303.72  (feet) COMP
 NM0445  MODELED GRAVITY -    980,266.2   (mgal)                       NAVD 88
 NM0445
 NM0445  VERT ORDER      -  SECOND    CLASS 0
 NM0445
 NM0445.The horizontal coordinates were scaled from a map and have
 NM0445.an estimated accuracy of +/- 6 seconds.
 NM0445
 NM0445.The orthometric height was determined by differential leveling and
 NM0445.adjusted by the NATIONAL GEODETIC SURVEY
 NM0445.in June 1991.
 NM0445
 NM0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0445.GEOID18 height accuracy estimate available here.
 NM0445
 NM0445.Click photographs - Photos may exist for this station.
 NM0445
 NM0445.The dynamic height is computed by dividing the NAVD 88
 NM0445.geopotential number by the normal gravity value computed on the
 NM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0445.degrees latitude (g = 980.6199 gals.).
 NM0445
 NM0445.The modeled gravity was interpolated from observed gravity values.
 NM0445
 NM0445;                    North         East    Units  Estimated Accuracy
 NM0445;SPC NE       -   261,740.      801,070.      MT  (+/- 180 meters Scaled)
 NM0445
 NM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM184679(NAD 83)
 NM0445
 NM0445                          SUPERSEDED SURVEY CONTROL
 NM0445
 NM0445  NGVD 29 (??/??/92)  397.361  (m)         1303.68   (f) ADJ UNCH    2 0
 NM0445
 NM0445.Superseded values are not recommended for survey control.
 NM0445
 NM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0445.See file dsdata.pdf to determine how the superseded data were derived.
 NM0445
 NM0445_MARKER: DB = BENCH MARK DISK
 NM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0445_STAMPING: F 240 1947
 NM0445_MARK LOGO: CGS
 NM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0445+STABILITY: SURFACE MOTION
 NM0445
 NM0445  HISTORY     - Date     Condition        Report By
 NM0445  HISTORY     - 1947     MONUMENTED       CGS
 NM0445  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0445
 NM0445                          STATION DESCRIPTION
 NM0445
 NM0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0445'9.2 MI SE FROM WALTHILL.
 NM0445'8.2 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0445'WALTHILL, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AT THE TOP
 NM0445'OF A LONG HILL AND IN THE SOUTHEAST CORNER OF A SMALL WOODED
 NM0445'AREA, 35.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 20.3 FEET
 NM0445'NORTH OF A FENCE CORNER, 5.0 FEET ABOVE THE LEVEL OF THE ROAD,
 NM0445'1.0 FOOT WEST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A
 NM0445'4 X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0445'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM0445
 NM0445                          STATION RECOVERY (1965)
 NM0445
 NM0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0445'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0334 ***********************************************************************
 MK0334  DESIGNATION -  F 241
 MK0334  PID         -  MK0334
 MK0334  STATE/COUNTY-  NE/BURT
 MK0334  COUNTRY     -  US
 MK0334  USGS QUAD   -  TEKAMAH (2017)
 MK0334
 MK0334                         *CURRENT SURVEY CONTROL
 MK0334  ______________________________________________________________________
 MK0334* NAD 83(1986) POSITION- 41 46 40.     (N) 096 09 29.     (W)   SCALED
 MK0334* NAVD 88 ORTHO HEIGHT -   313.657 (meters)     1029.06  (feet) ADJUSTED
 MK0334  ______________________________________________________________________
 MK0334  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 MK0334  DYNAMIC HEIGHT  -        313.533 (meters)     1028.65  (feet) COMP
 MK0334  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 MK0334
 MK0334  VERT ORDER      -  SECOND    CLASS 0
 MK0334
 MK0334.The horizontal coordinates were scaled from a map and have
 MK0334.an estimated accuracy of +/- 6 seconds.
 MK0334
 MK0334.The orthometric height was determined by differential leveling and
 MK0334.adjusted by the NATIONAL GEODETIC SURVEY
 MK0334.in June 1991.
 MK0334
 MK0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0334.GEOID18 height accuracy estimate available here.
 MK0334
 MK0334.Click photographs - Photos may exist for this station.
 MK0334
 MK0334.The dynamic height is computed by dividing the NAVD 88
 MK0334.geopotential number by the normal gravity value computed on the
 MK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0334.degrees latitude (g = 980.6199 gals.).
 MK0334
 MK0334.The modeled gravity was interpolated from observed gravity values.
 MK0334
 MK0334;                    North         East    Units  Estimated Accuracy
 MK0334;SPC NE       -   222,980.      819,200.      MT  (+/- 180 meters Scaled)
 MK0334
 MK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM361290(NAD 83)
 MK0334
 MK0334                          SUPERSEDED SURVEY CONTROL
 MK0334
 MK0334  NGVD 29 (??/??/92)  313.517  (m)         1028.60   (f) ADJ UNCH    2 0
 MK0334
 MK0334.Superseded values are not recommended for survey control.
 MK0334
 MK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0334.See file dsdata.pdf to determine how the superseded data were derived.
 MK0334
 MK0334_MARKER: DB = BENCH MARK DISK
 MK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0334_STAMPING: F 241 1947
 MK0334_MARK LOGO: CGS
 MK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0334+STABILITY: SURFACE MOTION
 MK0334
 MK0334  HISTORY     - Date     Condition        Report By
 MK0334  HISTORY     - 1947     MONUMENTED       CGS
 MK0334  HISTORY     - 1974     GOOD             LOCSUR
 MK0334
 MK0334                          STATION DESCRIPTION
 MK0334
 MK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0334'3.2 MI E FROM TEKAMAH.
 MK0334'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0334'TEKAMAH, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 68.0
 MK0334'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM R E A POWER LINE
 MK0334'POLE NO. B 243, 32.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 MK0334'ROAD, 6.0 FEET SOUTH OF A TELEPHONE POLE, 4.0 FEET SOUTH OF A
 MK0334'FENCE CORNER POST, 2.0 FEET SOUTH OF A REFERENCE POST, 1.5
 MK0334'FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST
 MK0334'ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0334
 MK0334                          STATION RECOVERY (1974)
 MK0334
 MK0334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0335 ***********************************************************************
 MK0335  DESIGNATION -  F 241 RESET
 MK0335  PID         -  MK0335
 MK0335  STATE/COUNTY-  NE/BURT
 MK0335  COUNTRY     -  US
 MK0335  USGS QUAD   -  TEKAMAH (2017)
 MK0335
 MK0335                         *CURRENT SURVEY CONTROL
 MK0335  ______________________________________________________________________
 MK0335* NAD 83(1995) POSITION- 41 46 40.66132(N) 096 09 30.29619(W)   ADJUSTED
 MK0335* NAD 83(1995) ELLIP HT-   286.248 (meters)        (06/27/02)   ADJUSTED
 MK0335* NAVD 88 ORTHO HEIGHT -   313.82  (meters)     1029.6   (feet) RESET
 MK0335  ______________________________________________________________________
 MK0335  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 MK0335  NAD 83(1995) X  -   -511,036.948 (meters)                     COMP
 MK0335  NAD 83(1995) Y  - -4,736,188.245 (meters)                     COMP
 MK0335  NAD 83(1995) Z  -  4,227,435.129 (meters)                     COMP
 MK0335  LAPLACE CORR    -         -9.52  (seconds)                    DEFLEC18
 MK0335  HORZ ORDER      -  FIRST
 MK0335  VERT ORDER      -  THIRD
 MK0335  ELLP ORDER      -  FOURTH    CLASS I
 MK0335
 MK0335.The horizontal coordinates were established by GPS observations
 MK0335.and adjusted by the National Geodetic Survey in August 1997.
 MK0335
 MK0335.The orthometric height was computed from unverified reset data.
 MK0335
 MK0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0335.GEOID18 height accuracy estimate available here.
 MK0335
 MK0335.Click photographs - Photos may exist for this station.
 MK0335
 MK0335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0335
 MK0335.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0335
 MK0335.The ellipsoidal height was determined by GPS observations
 MK0335.and is referenced to NAD 83.
 MK0335
 MK0335. The following values were computed from the NAD 83(1995) position.
 MK0335
 MK0335;                    North         East     Units Scale Factor Converg.
 MK0335;SPC NE       -   222,995.774   819,171.756   MT  0.99966984   +2 32 44.9
 MK0335;SPC NE       -   731,611.97  2,687,566.00   sFT  0.99966984   +2 32 44.9
 MK0335;UTM  14      - 4,629,027.386   736,160.628   MT  1.00028636   +1 53 38.6
 MK0335
 MK0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0335!SPC NE       -   0.99995511  x   0.99966984  =   0.99962496
 MK0335!UTM  14      -   0.99995511  x   1.00028636  =   1.00024145
 MK0335
 MK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3616029027(NAD 83)
 MK0335
 MK0335                          SUPERSEDED SURVEY CONTROL
 MK0335
 MK0335  ELLIP H (03/16/99)  286.370  (m)                       GP(       ) 4 1
 MK0335  ELLIP H (08/18/97)  286.344  (m)                       GP(       ) 4 1
 MK0335  NAD 83(1986)-  41 46 40.66614(N)    096 09 30.29876(W) AD(       ) 1
 MK0335  NGVD 29 (??/??/??)  313.68   (m)         1029.1    (f) RESET       3  
 MK0335  NGVD 29 (02/23/90)  314.     (m)  RAPSU86  model used  GPS OBS        
 MK0335
 MK0335.Superseded values are not recommended for survey control.
 MK0335
 MK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0335.See file dsdata.pdf to determine how the superseded data were derived.
 MK0335
 MK0335_MARKER: DB = BENCH MARK DISK
 MK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0335_STAMPING: F 241 1947 RESET 1957
 MK0335_MARK LOGO: CGS
 MK0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0335+STABILITY: SURFACE MOTION
 MK0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0335+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1989
 MK0335
 MK0335  HISTORY     - Date     Condition        Report By
 MK0335  HISTORY     - 1954     MONUMENTED       CGS
 MK0335  HISTORY     - 1974     GOOD             LOCSUR
 MK0335  HISTORY     - 19890328 GOOD             NGS
 MK0335
 MK0335                          STATION DESCRIPTION
 MK0335
 MK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MK0335'3.2 MI E FROM TEKAMAH.
 MK0335'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURTHOUSE AT
 MK0335'TEKAMAH, BURT COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 MK0335'NORTH, 50 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 MK0335'ROAD, 4 FEET SOUTH OF A POLE, 1 FOOT WEST OF A NORTH-AND-SOUTH
 MK0335'FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 MK0335'STANDARD DISK, STAMPED F 241 1947 RESET 1954 AND SET IN THE
 MK0335'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MK0335
 MK0335                          STATION RECOVERY (1974)
 MK0335
 MK0335'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0335'RECOVERED IN GOOD CONDITION.
 MK0335
 MK0335                          STATION RECOVERY (1989)
 MK0335
 MK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0335'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) EAST OF BURT COUNTY
 MK0335'COURTHOUSE IN TEKAMAH, 2.1 KM (1.30 MI) NORTHEAST OF THE TEKAMAH
 MK0335'MUNICIPAL AIRPORT, AT THE JUNCTION OF ROAD GH AND ROAD 42, IN THE ROAD
 MK0335'RIGHT-OF-WAY.  OWNERSHIP--BURT COUNTY.
 MK0335'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 AND M STREET
 MK0335'ON THE SOUTH SIDE OF BURT COUNTY COURTHOUSE IN TEKAMAH, GO EAST ALONG
 MK0335'M STREET (TURNS INTO ROAD GH)FOR 5.3 KM (3.30 MI) TO ROAD 42 LEADING
 MK0335'NORTH AND THE STATION ON THE RIGHT NEAR A FENCE CORNER.
 MK0335'THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE ROAD LEVEL AND
 MK0335'PROJECTING 12 CM.  IT IS 15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF
 MK0335'ROAD GH, 1.5 M (4.9 FT) SOUTHWEST OF A FENCE CORNER-POST, 0.5 M
 MK0335'(1.6 FT) WEST OF A NORTH-SOUTH FENCE AND 0.4 M (1.3 FT) EAST OF A
 MK0335'METAL WITNESS POST.
 MK0335'DESCRIBED BY R.D.BALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0292 ***********************************************************************
 MK0292  DESIGNATION -  F 242
 MK0292  PID         -  MK0292
 MK0292  STATE/COUNTY-  NE/BURT
 MK0292  COUNTRY     -  US
 MK0292  USGS QUAD   -  TEKAMAH NW (2017)
 MK0292
 MK0292                         *CURRENT SURVEY CONTROL
 MK0292  ______________________________________________________________________
 MK0292* NAD 83(1986) POSITION- 41 59 09.     (N) 096 12 27.     (W)   SCALED
 MK0292* NAVD 88 ORTHO HEIGHT -   319.972 (meters)     1049.77  (feet) ADJUSTED
 MK0292  ______________________________________________________________________
 MK0292  GEOID HEIGHT    -        -26.812 (meters)                     GEOID18
 MK0292  DYNAMIC HEIGHT  -        319.857 (meters)     1049.40  (feet) COMP
 MK0292  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 MK0292
 MK0292  VERT ORDER      -  SECOND    CLASS 0
 MK0292
 MK0292.The horizontal coordinates were scaled from a map and have
 MK0292.an estimated accuracy of +/- 6 seconds.
 MK0292
 MK0292.The orthometric height was determined by differential leveling and
 MK0292.adjusted by the NATIONAL GEODETIC SURVEY
 MK0292.in June 1991.
 MK0292
 MK0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0292.GEOID18 height accuracy estimate available here.
 MK0292
 MK0292.Click photographs - Photos may exist for this station.
 MK0292
 MK0292.The dynamic height is computed by dividing the NAVD 88
 MK0292.geopotential number by the normal gravity value computed on the
 MK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0292.degrees latitude (g = 980.6199 gals.).
 MK0292
 MK0292.The modeled gravity was interpolated from observed gravity values.
 MK0292
 MK0292;                    North         East    Units  Estimated Accuracy
 MK0292;SPC NE       -   245,880.      814,080.      MT  (+/- 180 meters Scaled)
 MK0292
 MK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM313519(NAD 83)
 MK0292
 MK0292                          SUPERSEDED SURVEY CONTROL
 MK0292
 MK0292  NGVD 29 (??/??/92)  319.828  (m)         1049.30   (f) ADJ UNCH    2 0
 MK0292
 MK0292.Superseded values are not recommended for survey control.
 MK0292
 MK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0292.See file dsdata.pdf to determine how the superseded data were derived.
 MK0292
 MK0292_MARKER: DB = BENCH MARK DISK
 MK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0292_STAMPING: F 242 1947
 MK0292_MARK LOGO: CGS
 MK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0292+STABILITY: SURFACE MOTION
 MK0292
 MK0292  HISTORY     - Date     Condition        Report By
 MK0292  HISTORY     - 1947     MONUMENTED       CGS
 MK0292  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0292
 MK0292                          STATION DESCRIPTION
 MK0292
 MK0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0292'3.4 MI SE FROM DECATUR.
 MK0292'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0292'AT DECATUR, THENCE 2.1 MILES EAST ALONG A GRAVEL ROAD, AT A
 MK0292'POINT WHERE THE ROAD TURNS SOUTH, ABOUT 80 FEET SOUTH OF THE
 MK0292'SOUTH BANK OF A LOW AREA WHICH BECOMES FLOODED DURING HIGHWATER
 MK0292'IN THE MISSOURI RIVER, 42.0 FEET NORTHEAST OF THE CENTER OF THE
 MK0292'MAIN ROAD, 24.0 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 MK0292'LEADING TOWARD THE RIVER, 9.0 FEET SOUTH OF THE SOUTH EDGE OF A
 MK0292'3-FOOT ELM TREE, 2.0 FEET NORTH OF A REFERENCE POST, 0.7 FOOT
 MK0292'WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0292'ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0292
 MK0292                          STATION RECOVERY (1974)
 MK0292
 MK0292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0586 ***********************************************************************
 MK0586  DESIGNATION -  F 244
 MK0586  PID         -  MK0586
 MK0586  STATE/COUNTY-  NE/DODGE
 MK0586  COUNTRY     -  US
 MK0586  USGS QUAD   -  FREMONT WEST (2017)
 MK0586
 MK0586                         *CURRENT SURVEY CONTROL
 MK0586  ______________________________________________________________________
 MK0586* NAD 83(1986) POSITION- 41 27 03.80   (N) 096 30 41.69   (W)   HD_HELD1
 MK0586* NAVD 88 ORTHO HEIGHT -   366.843 (meters)     1203.55  (feet) ADJUSTED
 MK0586  ______________________________________________________________________
 MK0586  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 MK0586  DYNAMIC HEIGHT  -        366.678 (meters)     1203.01  (feet) COMP
 MK0586  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 MK0586
 MK0586  VERT ORDER      -  SECOND    CLASS 0
 MK0586
 MK0586.This mark is at Fremont Municipal Airport (FET)
 MK0586
 MK0586.The horizontal coordinates were determined by differentially corrected
 MK0586.hand held GPS observations or other comparable positioning techniques
 MK0586.and have an estimated accuracy of +/- 3 meters.
 MK0586
 MK0586.The orthometric height was determined by differential leveling and
 MK0586.adjusted by the NATIONAL GEODETIC SURVEY
 MK0586.in June 1991.
 MK0586
 MK0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0586.GEOID18 height accuracy estimate available here.
 MK0586
 MK0586.Click photographs - Photos may exist for this station.
 MK0586
 MK0586.The dynamic height is computed by dividing the NAVD 88
 MK0586.geopotential number by the normal gravity value computed on the
 MK0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0586.degrees latitude (g = 980.6199 gals.).
 MK0586
 MK0586.The modeled gravity was interpolated from observed gravity values.
 MK0586
 MK0586;                    North         East    Units  Estimated Accuracy
 MK0586;SPC NE       -   185,485.7     791,310.4     MT  (+/- 3 meters HH1 GPS) 
 MK0586
 MK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0785491819(NAD 83)
 MK0586
 MK0586                          SUPERSEDED SURVEY CONTROL
 MK0586
 MK0586  NGVD 29 (??/??/92)  366.696  (m)         1203.07   (f) ADJ UNCH    2 0
 MK0586
 MK0586.Superseded values are not recommended for survey control.
 MK0586
 MK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0586.See file dsdata.pdf to determine how the superseded data were derived.
 MK0586
 MK0586_MARKER: DB = BENCH MARK DISK
 MK0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0586_SP_SET: BUILDING
 MK0586_STAMPING: F 244 1947
 MK0586_MARK LOGO: CGS
 MK0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0586+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2014
 MK0586
 MK0586  HISTORY     - Date     Condition        Report By
 MK0586  HISTORY     - 1947     MONUMENTED       CGS
 MK0586  HISTORY     - 20091204 GOOD             INDIV
 MK0586  HISTORY     - 20140806 GOOD             LOCSUR
 MK0586
 MK0586                          STATION DESCRIPTION
 MK0586
 MK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0586'AT FREMONT.
 MK0586'AT FREMONT, 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 77 AND 0.8
 MK0586'MILE WEST ALONG U.S. HIGHWAY NO. 30 FROM THE POST OFFICE,
 MK0586'AT THE FREMONT MUNICIPAL AIRPORT.  5.5 FEET EAST OF THE CENTER
 MK0586'OF THE DOORWAY ON THE NORTH SIDE OF THE ADMINISTRATION BUILDING,
 MK0586'3.0 FEET ABOVE THE SIDEWALK.  A BENCH MARK DISK SET VERTICALLY.
 MK0586
 MK0586                          STATION RECOVERY (2009)
 MK0586
 MK0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RRR)
 MK0586'RECOVERED AS DESCRIBED.  ADMINISTRATION BULDING IS NOW THE CIVIL AIR
 MK0586'PATROL BUILDING.
 MK0586
 MK0586                          STATION RECOVERY (2014)
 MK0586
 MK0586'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2014 (TW)
 MK0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0373 ***********************************************************************
 MK0373  DESIGNATION -  F 245
 MK0373  PID         -  MK0373
 MK0373  STATE/COUNTY-  NE/BURT
 MK0373  COUNTRY     -  US
 MK0373  USGS QUAD   -  HERMAN (2017)
 MK0373
 MK0373                         *CURRENT SURVEY CONTROL
 MK0373  ______________________________________________________________________
 MK0373* NAD 83(1986) POSITION- 41 42 45.     (N) 096 14 51.     (W)   SCALED
 MK0373* NAVD 88 ORTHO HEIGHT -   329.341 (meters)     1080.51  (feet) ADJUSTED
 MK0373  ______________________________________________________________________
 MK0373  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 MK0373  DYNAMIC HEIGHT  -        329.209 (meters)     1080.08  (feet) COMP
 MK0373  MODELED GRAVITY -    980,212.6   (mgal)                       NAVD 88
 MK0373
 MK0373  VERT ORDER      -  SECOND    CLASS 0
 MK0373
 MK0373.The horizontal coordinates were scaled from a map and have
 MK0373.an estimated accuracy of +/- 6 seconds.
 MK0373
 MK0373.The orthometric height was determined by differential leveling and
 MK0373.adjusted by the NATIONAL GEODETIC SURVEY
 MK0373.in June 1991.
 MK0373
 MK0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0373.GEOID18 height accuracy estimate available here.
 MK0373
 MK0373.Click photographs - Photos may exist for this station.
 MK0373
 MK0373.The dynamic height is computed by dividing the NAVD 88
 MK0373.geopotential number by the normal gravity value computed on the
 MK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0373.degrees latitude (g = 980.6199 gals.).
 MK0373
 MK0373.The modeled gravity was interpolated from observed gravity values.
 MK0373
 MK0373;                    North         East    Units  Estimated Accuracy
 MK0373;SPC NE       -   215,410.      812,090.      MT  (+/- 180 meters Scaled)
 MK0373
 MK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM289215(NAD 83)
 MK0373
 MK0373                          SUPERSEDED SURVEY CONTROL
 MK0373
 MK0373  NGVD 29 (??/??/92)  329.202  (m)         1080.06   (f) ADJ UNCH    2 0
 MK0373
 MK0373.Superseded values are not recommended for survey control.
 MK0373
 MK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0373.See file dsdata.pdf to determine how the superseded data were derived.
 MK0373
 MK0373_MARKER: DB = BENCH MARK DISK
 MK0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0373_STAMPING: F 245 1947
 MK0373_MARK LOGO: CGS
 MK0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0373+STABILITY: SURFACE MOTION
 MK0373
 MK0373  HISTORY     - Date     Condition        Report By
 MK0373  HISTORY     - 1947     MONUMENTED       CGS
 MK0373
 MK0373                          STATION DESCRIPTION
 MK0373
 MK0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0373'3.8 MI NW FROM HERMAN.
 MK0373'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE AT
 MK0373'HERMAN, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0373'2.75 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD, IN THE
 MK0373'NORTHWEST ANGLE OF A CROSS ROAD, 0.05 MILE NORTH OF A STEEL
 MK0373'BRIDGE OVER A CREEK, 60.0 FEET WEST OF THE CENTER OF THE
 MK0373'NORTH-SOUTH ROAD, 23.0 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MK0373'ROAD, 9.3 FEET WEST OF TELEPHONE POLE NO. 1 214, 2.5 FEET WEST
 MK0373'OF A REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH RIGHT OF WAY
 MK0373'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0373'ROAD AND PROJECTING 0.2 FOOT.  THIS BENCH MARK IS ALSO 4.4 MILES
 MK0373'SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ST. PAUL,
 MK0373'MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0591 ***********************************************************************
 NM0591  DESIGNATION -  F 246
 NM0591  PID         -  NM0591
 NM0591  STATE/COUNTY-  NE/THURSTON
 NM0591  COUNTRY     -  US
 NM0591  USGS QUAD   -  PENDER (2017)
 NM0591
 NM0591                         *CURRENT SURVEY CONTROL
 NM0591  ______________________________________________________________________
 NM0591* NAD 83(1986) POSITION- 42 05 28.     (N) 096 40 33.     (W)   SCALED
 NM0591* NAVD 88 ORTHO HEIGHT -   403.215 (meters)     1322.88  (feet) ADJUSTED
 NM0591  ______________________________________________________________________
 NM0591  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 NM0591  DYNAMIC HEIGHT  -        403.071 (meters)     1322.41  (feet) COMP
 NM0591  MODELED GRAVITY -    980,253.3   (mgal)                       NAVD 88
 NM0591
 NM0591  VERT ORDER      -  SECOND    CLASS 0
 NM0591
 NM0591.The horizontal coordinates were scaled from a map and have
 NM0591.an estimated accuracy of +/- 6 seconds.
 NM0591
 NM0591.The orthometric height was determined by differential leveling and
 NM0591.adjusted by the NATIONAL GEODETIC SURVEY
 NM0591.in June 1991.
 NM0591
 NM0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0591.GEOID18 height accuracy estimate available here.
 NM0591
 NM0591.Click photographs - Photos may exist for this station.
 NM0591
 NM0591.The dynamic height is computed by dividing the NAVD 88
 NM0591.geopotential number by the normal gravity value computed on the
 NM0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0591.degrees latitude (g = 980.6199 gals.).
 NM0591
 NM0591.The modeled gravity was interpolated from observed gravity values.
 NM0591
 NM0591;                    North         East    Units  Estimated Accuracy
 NM0591;SPC NE       -   255,960.      774,870.      MT  (+/- 180 meters Scaled)
 NM0591
 NM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM922625(NAD 83)
 NM0591
 NM0591                          SUPERSEDED SURVEY CONTROL
 NM0591
 NM0591  NGVD 29 (??/??/92)  403.060  (m)         1322.37   (f) ADJ UNCH    2 0
 NM0591
 NM0591.Superseded values are not recommended for survey control.
 NM0591
 NM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0591.See file dsdata.pdf to determine how the superseded data were derived.
 NM0591
 NM0591_MARKER: DB = BENCH MARK DISK
 NM0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0591_SP_SET: ABUTMENT
 NM0591_STAMPING: F 246 1947
 NM0591_MARK LOGO: CGS
 NM0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0591
 NM0591  HISTORY     - Date     Condition        Report By
 NM0591  HISTORY     - 1947     MONUMENTED       CGS
 NM0591
 NM0591                          STATION DESCRIPTION
 NM0591
 NM0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0591'2.2 MI SE FROM PENDER.
 NM0591'2.2 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0591'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0591'PENDER, ABOUT 400 FEET NORTHEAST OF THE RAILROAD TRACK AND AT
 NM0591'THE NORTH END OF A STEEL BRIDGE OVER LOGAN CREEK, 12.8 FEET
 NM0591'EAST OF THE CENTER OF THE HIGHWAY, 2.3 FEET EAST OF THE EAST
 NM0591'GUARD RAIL, SET IN TOP OF THE EAST END OF THE NORTH CONCRETE
 NM0591'ABUTMENT OF THE BRIDGE, ABOUT 1 FOOT ABOVE THE FLOOR OF THE
 NM0591'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0427 ***********************************************************************
 MK0427  DESIGNATION -  F 247
 MK0427  PID         -  MK0427
 MK0427  STATE/COUNTY-  NE/WASHINGTON
 MK0427  COUNTRY     -  US
 MK0427  USGS QUAD   -  ORUM (2017)
 MK0427
 MK0427                         *CURRENT SURVEY CONTROL
 MK0427  ______________________________________________________________________
 MK0427* NAD 83(1986) POSITION- 41 32 14.     (N) 096 18 34.     (W)   SCALED
 MK0427* NAVD 88 ORTHO HEIGHT -   376.287 (meters)     1234.53  (feet) ADJUSTED
 MK0427  ______________________________________________________________________
 MK0427  GEOID HEIGHT    -        -27.522 (meters)                     GEOID18
 MK0427  DYNAMIC HEIGHT  -        376.116 (meters)     1233.97  (feet) COMP
 MK0427  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 MK0427
 MK0427  VERT ORDER      -  SECOND    CLASS 0
 MK0427
 MK0427.The horizontal coordinates were scaled from a map and have
 MK0427.an estimated accuracy of +/- 6 seconds.
 MK0427
 MK0427.The orthometric height was determined by differential leveling and
 MK0427.adjusted by the NATIONAL GEODETIC SURVEY
 MK0427.in June 1991.
 MK0427
 MK0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0427.GEOID18 height accuracy estimate available here.
 MK0427
 MK0427.Click photographs - Photos may exist for this station.
 MK0427
 MK0427.The dynamic height is computed by dividing the NAVD 88
 MK0427.geopotential number by the normal gravity value computed on the
 MK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0427.degrees latitude (g = 980.6199 gals.).
 MK0427
 MK0427.The modeled gravity was interpolated from observed gravity values.
 MK0427
 MK0427;                    North         East    Units  Estimated Accuracy
 MK0427;SPC NE       -   195,740.      807,770.      MT  (+/- 180 meters Scaled)
 MK0427
 MK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM244018(NAD 83)
 MK0427
 MK0427                          SUPERSEDED SURVEY CONTROL
 MK0427
 MK0427  NGVD 29 (??/??/92)  376.139  (m)         1234.05   (f) ADJ UNCH    2 0
 MK0427
 MK0427.Superseded values are not recommended for survey control.
 MK0427
 MK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0427.See file dsdata.pdf to determine how the superseded data were derived.
 MK0427
 MK0427_MARKER: DB = BENCH MARK DISK
 MK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0427_STAMPING: F 247 1947
 MK0427_MARK LOGO: CGS
 MK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0427+STABILITY: SURFACE MOTION
 MK0427
 MK0427  HISTORY     - Date     Condition        Report By
 MK0427  HISTORY     - 1947     MONUMENTED       CGS
 MK0427
 MK0427                          STATION DESCRIPTION
 MK0427
 MK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0427'2.5 MI W FROM ORUM.
 MK0427'0.5 MILE SOUTH AND 2.0 MILES WEST ALONG STATE HIGHWAY NO. 91
 MK0427'FROM THE SCHOOL AT ORUM, AT THE CROSSING OF STATE HIGHWAY NO.
 MK0427'91 AND STATE HIGHWAY NO. 31, 353.0 FEET SOUTH OF THE CENTER
 MK0427'OF STATE HIGHWAY NO. 91, 41.0 FEET EAST OF THE CENTER OF STATE
 MK0427'HIGHWAY NO. 31, 25.0 FEET SOUTH OF THE CENTER OF A PRIVATE
 MK0427'DRIVE-WAY LEADING EAST TO A FARM HOUSE, 19.0 FEET NORTHEAST OF A
 MK0427'FARM YARD FENCE CORNER POST, 1.5 FOOT WEST OF A REFERENCE POST,
 MK0427'SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND
 MK0427'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0544 ***********************************************************************
 NM0544  FBN         -  This is a Federal Base Network Control Station.
 NM0544  DESIGNATION -  F 248
 NM0544  PID         -  NM0544
 NM0544  STATE/COUNTY-  NE/THURSTON
 NM0544  COUNTRY     -  US
 NM0544  USGS QUAD   -  WALTHILL SW (2017)
 NM0544
 NM0544                         *CURRENT SURVEY CONTROL
 NM0544  ______________________________________________________________________
 NM0544* NAD 83(2011) POSITION- 42 02 47.29105(N) 096 29 47.16397(W)   ADJUSTED
 NM0544* NAD 83(2011) ELLIP HT-   397.327 (meters)        (06/27/12)   ADJUSTED
 NM0544* NAD 83(2011) EPOCH   -  2010.00
 NM0544* NAVD 88 ORTHO HEIGHT -   423.116 (meters)     1388.17  (feet) ADJUSTED
 NM0544  ______________________________________________________________________
 NM0544  GEOID HEIGHT    -        -25.807 (meters)                     GEOID18
 NM0544  NAD 83(2011) X  -   -536,724.471 (meters)                     COMP
 NM0544  NAD 83(2011) Y  - -4,713,378.036 (meters)                     COMP
 NM0544  NAD 83(2011) Z  -  4,249,704.330 (meters)                     COMP
 NM0544  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 NM0544  DYNAMIC HEIGHT  -        422.963 (meters)     1387.67  (feet) COMP
 NM0544  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 NM0544
 NM0544  VERT ORDER      -  SECOND    CLASS 0
 NM0544
 NM0544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM0544  Standards:
 NM0544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM0544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM0544  -------------------------------------------------------------------
 NM0544  NETWORK    0.37   0.84           0.17   0.12   0.43      0.00021404
 NM0544  -------------------------------------------------------------------
 NM0544  Click here for local accuracies and other accuracy information.
 NM0544
 NM0544.The horizontal coordinates were established by GPS observations
 NM0544.and adjusted by the National Geodetic Survey in June 2012.
 NM0544
 NM0544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM0544.been affixed to the stable North American tectonic plate. See 
 NM0544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM0544
 NM0544.The horizontal coordinates are valid at the epoch date displayed above
 NM0544.which is a decimal equivalence of Year/Month/Day.
 NM0544
 NM0544.The orthometric height was determined by differential leveling and
 NM0544.adjusted by the NATIONAL GEODETIC SURVEY
 NM0544.in June 1991.
 NM0544
 NM0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0544.GEOID18 height accuracy estimate available here.
 NM0544
 NM0544.Click photographs - Photos may exist for this station.
 NM0544
 NM0544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0544
 NM0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0544
 NM0544.The ellipsoidal height was determined by GPS observations
 NM0544.and is referenced to NAD 83.
 NM0544
 NM0544.The dynamic height is computed by dividing the NAVD 88
 NM0544.geopotential number by the normal gravity value computed on the
 NM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0544.degrees latitude (g = 980.6199 gals.).
 NM0544
 NM0544.The modeled gravity was interpolated from observed gravity values.
 NM0544
 NM0544. The following values were computed from the NAD 83(2011) position.
 NM0544
 NM0544;                    North         East     Units Scale Factor Converg.
 NM0544;SPC NE       -   251,592.557   789,896.297   MT  0.99970305   +2 19 18.5
 NM0544;SPC NE       -   825,433.25  2,591,518.10   sFT  0.99970305   +2 19 18.5
 NM0544;UTM  14      - 4,657,968.462   707,195.326   MT  1.00012827   +1 40 38.3
 NM0544
 NM0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0544!SPC NE       -   0.99993769  x   0.99970305  =   0.99964076
 NM0544!UTM  14      -   0.99993769  x   1.00012827  =   1.00006595
 NM0544
 NM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0719557968(NAD 83)
 NM0544
 NM0544                          SUPERSEDED SURVEY CONTROL
 NM0544
 NM0544  NAD 83(2007)-  42 02 47.29101(N)    096 29 47.16472(W) AD(2002.00) 0
 NM0544  ELLIP H (02/10/07)  397.352  (m)                       GP(2002.00)    
 NM0544  ELLIP H (07/10/01)  397.329  (m)                       GP(       ) 4 1
 NM0544  NAD 83(1995)-  42 02 47.29102(N)    096 29 47.16435(W) AD(       ) B
 NM0544  ELLIP H (06/25/96)  397.394  (m)                       GP(       ) 1 1
 NM0544  NAVD 88             423.12   (m)         1388.2    (f) LEVELING    3  
 NM0544  NGVD 29 (??/??/92)  422.960  (m)         1387.66   (f) ADJ UNCH    2 0
 NM0544
 NM0544.Superseded values are not recommended for survey control.
 NM0544
 NM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0544.See file dsdata.pdf to determine how the superseded data were derived.
 NM0544
 NM0544_MARKER: DB = BENCH MARK DISK
 NM0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0544_STAMPING: F 248 1947
 NM0544_MARK LOGO: CGS
 NM0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0544+STABILITY: SURFACE MOTION
 NM0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0544+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 NM0544
 NM0544  HISTORY     - Date     Condition        Report By
 NM0544  HISTORY     - 1947     MONUMENTED       CGS
 NM0544  HISTORY     - 19950623 GOOD             NGS
 NM0544  HISTORY     - 19970113 GOOD             NGS
 NM0544  HISTORY     - 20000510 GOOD             NGS
 NM0544  HISTORY     - 20010327 GOOD             NEDR
 NM0544  HISTORY     - 20030205 GOOD             NEDR
 NM0544  HISTORY     - 20141111 GOOD             NEDR
 NM0544  HISTORY     - 20160613 GOOD             NEGS
 NM0544
 NM0544                          STATION DESCRIPTION
 NM0544
 NM0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0544'1.3 MI SE FROM ROSALIE.
 NM0544'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0544'THENCE EAST 0.8 MILE ALONG A DIRT AND GRAVEL ROAD, 350.0 FEET
 NM0544'EAST OF THE TOP OF A LONG HILL, 27.9 FEET SOUTH OF THE CENTER OF
 NM0544'THE ROAD, 13.5 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 5.2
 NM0544'FEET EAST OF A GATE POST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE,
 NM0544'2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0544'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0544
 NM0544                          STATION RECOVERY (1995)
 NM0544
 NM0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM0544'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) WEST OF U.S. HIGHWAY 77,
 NM0544'1.0 MI (1.6 KM) SOUTH OF STATE ROAD 87B SPUR, 1 MI (1.6 KM) SOUTH OF
 NM0544'ROSALIE, ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD, AT A
 NM0544'FIELD ENTRANCE AND IN THE NW1/4, SEC23, T24N, R8E.  TO REACH THE MARK
 NM0544'FROM THE POST OFFICE IN ROSALIE, GO SOUTH ON THE MAIN STREET FOR 0.1
 NM0544'MI (0.2 KM) TO A T-ROAD AT THE WATER TANK.  TURN LEFT AND GO EAST FOR
 NM0544'0.05 MI (0.08 KM) TO A CURVE TO THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 NM0544'A GRAVELED ROAD FOR 0.55 MI (0.89 KM) TO A T-ROAD.  TURN LEFT AND GO
 NM0544'EAST ON A GRAVELED ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT
 NM0544'ON THE EAST SLOPE OF A HILL.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NM0544'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE
 NM0544'GROUND.  IT IS 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF THE ROAD,
 NM0544'17.5 FT (5.3 M) EAST OF THE CENTERLINE OF THE FIELD ENTRANCE, 3.5 FT
 NM0544'(1.1 M) EAST OF THE EAST GATEPOST OF A WIRE GATE, 1.8 FT (0.5 M) EAST
 NM0544'OF A WITNESS POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST, 1.0 FT (0.3
 NM0544'M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH THE
 NM0544'ROAD.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NM0544
 NM0544                          STATION RECOVERY (1997)
 NM0544
 NM0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM0544'RECOVERED AS DESCRIBED.
 NM0544
 NM0544                          STATION RECOVERY (2000)
 NM0544
 NM0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 NM0544'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 NM0544'THE JUNCTION OF US HIGHWAY 77 AND STATE ROAD 87B SPUR 3.0 MI (4.8 KM)
 NM0544'EAST OF ROSALIE, GO SOUTH ON HIGHWAY 77 FOR 1.0 MI (1.6 KM) TO A
 NM0544'GRAVELED CROSSROAD, TURN RIGHT WEST ON GRAVEL ROAD FOR 1.75 MI (2.82
 NM0544'KM) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE TOP OF THE
 NM0544'HILL.
 NM0544
 NM0544                          STATION RECOVERY (2001)
 NM0544
 NM0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (RS)
 NM0544'RECOVERED AS DESCRIBED.
 NM0544
 NM0544                          STATION RECOVERY (2003)
 NM0544
 NM0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KSM)
 NM0544'RECOVERED AS DESCRIBED.
 NM0544'
 NM0544
 NM0544                          STATION RECOVERY (2014)
 NM0544
 NM0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (GAT)
 NM0544'RECOVERED IN GOOD CONDITION.
 NM0544
 NM0544                          STATION RECOVERY (2016)
 NM0544
 NM0544'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0544'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0464 ***********************************************************************
 MK0464  DESIGNATION -  F 249
 MK0464  PID         -  MK0464
 MK0464  STATE/COUNTY-  NE/BURT
 MK0464  COUNTRY     -  US
 MK0464  USGS QUAD   -  LYONS (2017)
 MK0464
 MK0464                         *CURRENT SURVEY CONTROL
 MK0464  ______________________________________________________________________
 MK0464* NAD 83(1986) POSITION- 41 58 25.     (N) 096 24 17.     (W)   SCALED
 MK0464* NAVD 88 ORTHO HEIGHT -   414.982 (meters)     1361.49  (feet) ADJUSTED
 MK0464  ______________________________________________________________________
 MK0464  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 MK0464  DYNAMIC HEIGHT  -        414.833 (meters)     1361.00  (feet) COMP
 MK0464  MODELED GRAVITY -    980,251.0   (mgal)                       NAVD 88
 MK0464
 MK0464  VERT ORDER      -  SECOND    CLASS 0
 MK0464
 MK0464.The horizontal coordinates were scaled from a map and have
 MK0464.an estimated accuracy of +/- 6 seconds.
 MK0464
 MK0464.The orthometric height was determined by differential leveling and
 MK0464.adjusted by the NATIONAL GEODETIC SURVEY
 MK0464.in June 1991.
 MK0464
 MK0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0464.GEOID18 height accuracy estimate available here.
 MK0464
 MK0464.Click photographs - Photos may exist for this station.
 MK0464
 MK0464.The dynamic height is computed by dividing the NAVD 88
 MK0464.geopotential number by the normal gravity value computed on the
 MK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0464.degrees latitude (g = 980.6199 gals.).
 MK0464
 MK0464.The modeled gravity was interpolated from observed gravity values.
 MK0464
 MK0464;                    North         East    Units  Estimated Accuracy
 MK0464;SPC NE       -   243,820.      797,820.      MT  (+/- 180 meters Scaled)
 MK0464
 MK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150501(NAD 83)
 MK0464
 MK0464                          SUPERSEDED SURVEY CONTROL
 MK0464
 MK0464  NGVD 29 (??/??/92)  414.834  (m)         1361.00   (f) ADJ UNCH    2 0
 MK0464
 MK0464.Superseded values are not recommended for survey control.
 MK0464
 MK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0464.See file dsdata.pdf to determine how the superseded data were derived.
 MK0464
 MK0464_MARKER: DB = BENCH MARK DISK
 MK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0464_STAMPING: F 249 1947
 MK0464_MARK LOGO: CGS
 MK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0464+STABILITY: SURFACE MOTION
 MK0464
 MK0464  HISTORY     - Date     Condition        Report By
 MK0464  HISTORY     - 1947     MONUMENTED       CGS
 MK0464
 MK0464                          STATION DESCRIPTION
 MK0464
 MK0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0464'5.5 MI NE FROM LYONS.
 MK0464'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION WITH
 MK0464'U.S. HIGHWAY 77 AT LYONS, THENCE NORTH 2.5 MILES ALONG A GRAVEL
 MK0464'ROAD, AT A DIRT CROSSROAD, 51.2 FEET EAST OF THE CENTER OF THE
 MK0464'NORTH-SOUTH ROAD, 29.6 FEET NORTHEAST OF A TELEPHONE POLE, 18.2
 MK0464'FEET EAST OF A FENCE CORNER, 15.1 FEET SOUTH OF THE CENTER LINE
 MK0464'OF THE EAST-WEST ROAD, 1.0 FOOT NORTH OF A WIRE FENCE, 2.0 FEET
 MK0464'WEST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 MK0464'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0734 ***********************************************************************
 LH0734  DESIGNATION -  F 25
 LH0734  PID         -  LH0734
 LH0734  STATE/COUNTY-  NE/FURNAS
 LH0734  COUNTRY     -  US
 LH0734  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0734
 LH0734                         *CURRENT SURVEY CONTROL
 LH0734  ______________________________________________________________________
 LH0734* NAD 83(1986) POSITION- 40 03 20.     (N) 099 53 28.     (W)   SCALED
 LH0734* NAVD 88 ORTHO HEIGHT -   692.059 (meters)     2270.53  (feet) ADJUSTED
 LH0734  ______________________________________________________________________
 LH0734  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 LH0734  DYNAMIC HEIGHT  -        691.616 (meters)     2269.08  (feet) COMP
 LH0734  MODELED GRAVITY -    979,962.2   (mgal)                       NAVD 88
 LH0734
 LH0734  VERT ORDER      -  FIRST     CLASS II
 LH0734
 LH0734.The horizontal coordinates were scaled from a map and have
 LH0734.an estimated accuracy of +/- 6 seconds.
 LH0734
 LH0734.The orthometric height was determined by differential leveling and
 LH0734.adjusted by the NATIONAL GEODETIC SURVEY
 LH0734.in June 1991.
 LH0734
 LH0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0734.GEOID18 height accuracy estimate available here.
 LH0734
 LH0734.Click photographs - Photos may exist for this station.
 LH0734
 LH0734.The dynamic height is computed by dividing the NAVD 88
 LH0734.geopotential number by the normal gravity value computed on the
 LH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0734.degrees latitude (g = 980.6199 gals.).
 LH0734
 LH0734.The modeled gravity was interpolated from observed gravity values.
 LH0734
 LH0734;                    North         East    Units  Estimated Accuracy
 LH0734;SPC NE       -    24,680.      509,290.      MT  (+/- 180 meters Scaled)
 LH0734
 LH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239343(NAD 83)
 LH0734
 LH0734                          SUPERSEDED SURVEY CONTROL
 LH0734
 LH0734  NGVD 29 (??/??/92)  691.789  (m)         2269.64   (f) ADJ UNCH    1 2
 LH0734
 LH0734.Superseded values are not recommended for survey control.
 LH0734
 LH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0734.See file dsdata.pdf to determine how the superseded data were derived.
 LH0734
 LH0734_MARKER: DB = BENCH MARK DISK
 LH0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0734_STAMPING: F 25 1933
 LH0734_MARK LOGO: CGS
 LH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0734+STABILITY: SURFACE MOTION
 LH0734
 LH0734  HISTORY     - Date     Condition        Report By
 LH0734  HISTORY     - 1933     MONUMENTED       CGS
 LH0734  HISTORY     - 1941     GOOD             CGS
 LH0734
 LH0734                          STATION DESCRIPTION
 LH0734
 LH0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0734'17.3 MI S FROM ARAPAHOE.
 LH0734'LOCATED 17.3 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0734'AT ARAPAHOE, 25 FT. EAST OF CENTER OF HIGHWAY, AT POINT
 LH0734'WHERE FENCE CORNER IS FORMED BY THE INTERSECTION OF A H.W. WIRE
 LH0734'FENCE BY A EAST WEST ENCE STANDARD TALBET SET IN TOP OF
 LH0734'CONCRETE POST 6 IN HIGH.
 LH0734
 LH0734                          STATION RECOVERY (1941)
 LH0734
 LH0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0735 ***********************************************************************
 LH0735  DESIGNATION -  F 25 RESET
 LH0735  PID         -  LH0735
 LH0735  STATE/COUNTY-  NE/FURNAS
 LH0735  COUNTRY     -  US
 LH0735  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0735
 LH0735                         *CURRENT SURVEY CONTROL
 LH0735  ______________________________________________________________________
 LH0735* NAD 83(1986) POSITION- 40 03 20.41   (N) 099 53 28.49   (W)   HD_HELD1
 LH0735* NAVD 88 ORTHO HEIGHT -   689.768 (meters)     2263.01  (feet) ADJUSTED
 LH0735  ______________________________________________________________________
 LH0735  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 LH0735  DYNAMIC HEIGHT  -        689.326 (meters)     2261.56  (feet) COMP
 LH0735  MODELED GRAVITY -    979,962.2   (mgal)                       NAVD 88
 LH0735
 LH0735  VERT ORDER      -  FIRST     CLASS II
 LH0735
 LH0735.The horizontal coordinates were determined by differentially corrected
 LH0735.hand held GPS observations or other comparable positioning techniques
 LH0735.and have an estimated accuracy of +/- 3 meters.
 LH0735
 LH0735.The orthometric height was determined by differential leveling and
 LH0735.adjusted by the NATIONAL GEODETIC SURVEY
 LH0735.in June 1991.
 LH0735
 LH0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0735.GEOID18 height accuracy estimate available here.
 LH0735
 LH0735.Click photographs - Photos may exist for this station.
 LH0735
 LH0735.The dynamic height is computed by dividing the NAVD 88
 LH0735.geopotential number by the normal gravity value computed on the
 LH0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0735.degrees latitude (g = 980.6199 gals.).
 LH0735
 LH0735.The modeled gravity was interpolated from observed gravity values.
 LH0735
 LH0735;                    North         East    Units  Estimated Accuracy
 LH0735;SPC NE       -    24,693.3     509,279.0     MT  (+/- 3 meters HH1 GPS) 
 LH0735
 LH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2398434316(NAD 83)
 LH0735
 LH0735                          SUPERSEDED SURVEY CONTROL
 LH0735
 LH0735  NGVD 29 (??/??/??)  689.48   (m)         2262.1    (f) RESET       3  
 LH0735  NGVD 29 (02/14/92)  689.494  (m)         2262.11   (f) ADJUSTED    1 2
 LH0735
 LH0735.Superseded values are not recommended for survey control.
 LH0735
 LH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0735.See file dsdata.pdf to determine how the superseded data were derived.
 LH0735
 LH0735_MARKER: DB = BENCH MARK DISK
 LH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0735_STAMPING: F 25 RESET 1959
 LH0735_MARK LOGO: CGS
 LH0735_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0735+STABILITY: SURFACE MOTION
 LH0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0735+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2020
 LH0735
 LH0735  HISTORY     - Date     Condition        Report By
 LH0735  HISTORY     - 1959     MONUMENTED       NEDR
 LH0735  HISTORY     - 1986     GOOD             NGS
 LH0735  HISTORY     - 20200204 GOOD             NEGS
 LH0735
 LH0735                          STATION DESCRIPTION
 LH0735
 LH0735'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LH0735'17.3 MI S FROM ARAPAHOE.
 LH0735'ABOUT 17.3 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0735'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, AT A FENCE
 LH0735'CORNER FORMED BY THE INTERSECTION OF A SOUTH AND EAST FENCE
 LH0735'LINE, AND 103 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 LH0735'AT STATION 276+95.
 LH0735
 LH0735                          STATION RECOVERY (1986)
 LH0735
 LH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0735'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.1 KM (17.55
 LH0735'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 NAD
 LH0735'34 AT ARAPAHOE, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 4, AT AN OFFSET IN
 LH0735'THE EAST RIGHT OF WAY FENCE, 31.8 METERS (104.5 FT) EAST OF THE
 LH0735'HIGHWAY CENTERLINE, 1.3 METERS (4.5 FT) EAST-NORTHEAST OF THE EASTERN
 LH0735'FENCE CORNER AND 0.6 METER (2 FT) NORTH OF A EAST-WEST BARB WIRE
 LH0735'FENCE.
 LH0735'THE MARK IS 1.5 METERS  ENE FROM  A WITNESS POST
 LH0735'THE MARK IS 2.7 M BELOW THE HIGHWAY.
 LH0735
 LH0735                          STATION RECOVERY (2020)
 LH0735
 LH0735'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LH0735'THE MARK IS 17.3 MI (27.8 KM) SOUTH OF ARAPAHOE'S C.B. AND Q. RAILROAD
 LH0735'STATION, 5.2 MI (8.4 KM) SOUTH OF THE INTERSECTION OF HIGHWAY 283 AND
 LH0735'HIGHWAY 89 AT POINT WHERE A FENCE CORNER IS FORMED BY THE INTERSECTION
 LH0735'OF A H.W. WIRE FENCE BY AN EAST-WEST FENCE.
 LH0735'
 LH0735'IT IS 5.15 FT (1.6 M) NORTHEAST OF A FIBER GLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0027 ***********************************************************************
 LH0027  DESIGNATION -  F 250
 LH0027  PID         -  LH0027
 LH0027  STATE/COUNTY-  NE/ADAMS
 LH0027  COUNTRY     -  US
 LH0027  USGS QUAD   -  HASTINGS WEST (2017)
 LH0027
 LH0027                         *CURRENT SURVEY CONTROL
 LH0027  ______________________________________________________________________
 LH0027* NAD 83(1986) POSITION- 40 36 31.     (N) 098 22 55.     (W)   SCALED
 LH0027* NAVD 88 ORTHO HEIGHT -   581.173 (meters)     1906.73  (feet) ADJUSTED
 LH0027  ______________________________________________________________________
 LH0027  GEOID HEIGHT    -        -25.289 (meters)                     GEOID18
 LH0027  DYNAMIC HEIGHT  -        580.850 (meters)     1905.67  (feet) COMP
 LH0027  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 LH0027
 LH0027  VERT ORDER      -  FIRST     CLASS II
 LH0027
 LH0027.The horizontal coordinates were scaled from a map and have
 LH0027.an estimated accuracy of +/- 6 seconds.
 LH0027
 LH0027.The orthometric height was determined by differential leveling and
 LH0027.adjusted by the NATIONAL GEODETIC SURVEY
 LH0027.in June 1991.
 LH0027
 LH0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0027.GEOID18 height accuracy estimate available here.
 LH0027
 LH0027.Click photographs - Photos may exist for this station.
 LH0027
 LH0027.The dynamic height is computed by dividing the NAVD 88
 LH0027.geopotential number by the normal gravity value computed on the
 LH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0027.degrees latitude (g = 980.6199 gals.).
 LH0027
 LH0027.The modeled gravity was interpolated from observed gravity values.
 LH0027
 LH0027;                    North         East    Units  Estimated Accuracy
 LH0027;SPC NE       -    87,360.      636,900.      MT  (+/- 180 meters Scaled)
 LH0027
 LH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK522954(NAD 83)
 LH0027
 LH0027                          SUPERSEDED SURVEY CONTROL
 LH0027
 LH0027  NGVD 29 (??/??/92)  580.942  (m)         1905.97   (f) ADJ UNCH    1 2
 LH0027
 LH0027.Superseded values are not recommended for survey control.
 LH0027
 LH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0027.See file dsdata.pdf to determine how the superseded data were derived.
 LH0027
 LH0027_MARKER: DB = BENCH MARK DISK
 LH0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0027_STAMPING: F 250 1947
 LH0027_MARK LOGO: CGS
 LH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0027+STABILITY: SURFACE MOTION
 LH0027
 LH0027  HISTORY     - Date     Condition        Report By
 LH0027  HISTORY     - 1947     MONUMENTED       CGS
 LH0027  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0027  HISTORY     - 20010810 MARK NOT FOUND   NEDR
 LH0027
 LH0027                          STATION DESCRIPTION
 LH0027
 LH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0027'1.6 MI N FROM HASTINGS.
 LH0027'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0027'AT HASTINGS (STATION IS AT THE NORTHEAST ANGLE OF THE INTERSECTION
 LH0027'OF SECOND STREET AND MINNESOTA AVENUE), 0.2 MILE SOUTH OF A
 LH0027'ROAD CROSSING, 438.0 FEET NORTH OF THE NORTH END OF RAILWAY
 LH0027'BRIDGE 228.77, 108.2 FEET NORTHEAST OF THE NORTH END OF THE EAST
 LH0027'HEADWALL OF A 2 FOOT CORRUGATED IRON CULVERT UNDER U.S. HIGHWAY
 LH0027'281, 104.6 FEET SOUTHWEST OF THE FOURTH POLE SOUTH OF MILEPOST
 LH0027'229, 94.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, 46.1
 LH0027'FEET WEST OF THE WEST RAIL AND 1.0 FOOT LOWER, 2.5 FEET NORTH
 LH0027'OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP
 LH0027'OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0027
 LH0027                          STATION RECOVERY (1991)
 LH0027
 LH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0027'THE DESCRIBED AREA IS UNDER CONSTRUCTION.  ASSUMED DESTROYED.
 LH0027
 LH0027                          STATION RECOVERY (2001)
 LH0027
 LH0027'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0027'NOTE--THIS DESCRIBED AREA HAD A LOT OF DIRT REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0202 ***********************************************************************
 LH0202  DESIGNATION -  F 251
 LH0202  PID         -  LH0202
 LH0202  STATE/COUNTY-  NE/NUCKOLLS
 LH0202  COUNTRY     -  US
 LH0202  USGS QUAD   -  SUPERIOR (2017)
 LH0202
 LH0202                         *CURRENT SURVEY CONTROL
 LH0202  ______________________________________________________________________
 LH0202* NAD 83(1986) POSITION- 40 01 07.     (N) 098 05 09.     (W)   SCALED
 LH0202* NAVD 88 ORTHO HEIGHT -   478.362 (meters)     1569.43  (feet) ADJUSTED
 LH0202  ______________________________________________________________________
 LH0202  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 LH0202  DYNAMIC HEIGHT  -        478.081 (meters)     1568.50  (feet) COMP
 LH0202  MODELED GRAVITY -    980,023.6   (mgal)                       NAVD 88
 LH0202
 LH0202  VERT ORDER      -  FIRST     CLASS II
 LH0202
 LH0202.The horizontal coordinates were scaled from a map and have
 LH0202.an estimated accuracy of +/- 6 seconds.
 LH0202
 LH0202.The orthometric height was determined by differential leveling and
 LH0202.adjusted by the NATIONAL GEODETIC SURVEY
 LH0202.in June 1991.
 LH0202
 LH0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0202.GEOID18 height accuracy estimate available here.
 LH0202
 LH0202.Click photographs - Photos may exist for this station.
 LH0202
 LH0202.The dynamic height is computed by dividing the NAVD 88
 LH0202.geopotential number by the normal gravity value computed on the
 LH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0202.degrees latitude (g = 980.6199 gals.).
 LH0202
 LH0202.The modeled gravity was interpolated from observed gravity values.
 LH0202
 LH0202;                    North         East    Units  Estimated Accuracy
 LH0202;SPC NE       -    22,380.      663,400.      MT  (+/- 180 meters Scaled)
 LH0202
 LH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK780302(NAD 83)
 LH0202
 LH0202                          SUPERSEDED SURVEY CONTROL
 LH0202
 LH0202  NGVD 29 (??/??/92)  478.185  (m)         1568.85   (f) ADJ UNCH    1 2
 LH0202
 LH0202.Superseded values are not recommended for survey control.
 LH0202
 LH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0202.See file dsdata.pdf to determine how the superseded data were derived.
 LH0202
 LH0202_MARKER: DB = BENCH MARK DISK
 LH0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0202_SP_SET: BRIDGE ABUTMENT
 LH0202_STAMPING: F 251 1947
 LH0202_MARK LOGO: CGS
 LH0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0202
 LH0202  HISTORY     - Date     Condition        Report By
 LH0202  HISTORY     - 1947     MONUMENTED       CGS
 LH0202
 LH0202                          STATION DESCRIPTION
 LH0202
 LH0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0202'0.7 MI W FROM SUPERIOR.
 LH0202'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0202'FROM THE STATION AT SUPERIOR, NEAR THE CROSSING OF THE TRACK
 LH0202'AND STATE HIGHWAY NO. 14, ABOUT 300.0 FEET NORTH OF RAILROAD
 LH0202'BRIDGE NO. 171.23, 26.0 FEET SOUTHEAST OF THE INTERSECTION
 LH0202'OF THE CENTER LINES OF THE HIGHWAY AND A SECTION LINE ROAD
 LH0202'LEADING NORTH ALONG THE WEST EDGE OF THE CITY PARK, 13.0 FEET
 LH0202'SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE ROAD,
 LH0202'SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0278 ***********************************************************************
 LH0278  DESIGNATION -  F 252
 LH0278  PID         -  LH0278
 LH0278  STATE/COUNTY-  NE/ADAMS
 LH0278  COUNTRY     -  US
 LH0278  USGS QUAD   -  AYR (2017)
 LH0278
 LH0278                         *CURRENT SURVEY CONTROL
 LH0278  ______________________________________________________________________
 LH0278* NAD 83(1986) POSITION- 40 25 02.     (N) 098 26 40.     (W)   SCALED
 LH0278* NAVD 88 ORTHO HEIGHT -   572.948 (meters)     1879.75  (feet) ADJUSTED
 LH0278  ______________________________________________________________________
 LH0278  GEOID HEIGHT    -        -25.525 (meters)                     GEOID18
 LH0278  DYNAMIC HEIGHT  -        572.623 (meters)     1878.68  (feet) COMP
 LH0278  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 LH0278
 LH0278  VERT ORDER      -  FIRST     CLASS II
 LH0278
 LH0278.The horizontal coordinates were scaled from a map and have
 LH0278.an estimated accuracy of +/- 6 seconds.
 LH0278
 LH0278.The orthometric height was determined by differential leveling and
 LH0278.adjusted by the NATIONAL GEODETIC SURVEY
 LH0278.in June 1991.
 LH0278
 LH0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0278.GEOID18 height accuracy estimate available here.
 LH0278
 LH0278.Click photographs - Photos may exist for this station.
 LH0278
 LH0278.The dynamic height is computed by dividing the NAVD 88
 LH0278.geopotential number by the normal gravity value computed on the
 LH0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0278.degrees latitude (g = 980.6199 gals.).
 LH0278
 LH0278.The modeled gravity was interpolated from observed gravity values.
 LH0278
 LH0278;                    North         East    Units  Estimated Accuracy
 LH0278;SPC NE       -    66,020.      631,990.      MT  (+/- 180 meters Scaled)
 LH0278
 LH0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471742(NAD 83)
 LH0278
 LH0278                          SUPERSEDED SURVEY CONTROL
 LH0278
 LH0278  NGVD 29 (??/??/92)  572.727  (m)         1879.02   (f) ADJ UNCH    1 2
 LH0278
 LH0278.Superseded values are not recommended for survey control.
 LH0278
 LH0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0278.See file dsdata.pdf to determine how the superseded data were derived.
 LH0278
 LH0278_MARKER: DB = BENCH MARK DISK
 LH0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0278_STAMPING: F 252 1947
 LH0278_MARK LOGO: CGS
 LH0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0278+STABILITY: SURFACE MOTION
 LH0278
 LH0278  HISTORY     - Date     Condition        Report By
 LH0278  HISTORY     - 1947     MONUMENTED       CGS
 LH0278
 LH0278                          STATION DESCRIPTION
 LH0278
 LH0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0278'1.5 MI S FROM AYR.
 LH0278'1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0278'FROM THE STATION AT AYR, IN THE SOUTHEAST QUARTER OF A PRIVATE
 LH0278'ROAD CROSSING, 44.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 32.0
 LH0278'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A
 LH0278'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0278'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0763 ***********************************************************************
 MJ0763  DESIGNATION -  F 253
 MJ0763  PID         -  MJ0763
 MJ0763  STATE/COUNTY-  NE/DOUGLAS
 MJ0763  COUNTRY     -  US
 MJ0763  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0763
 MJ0763                         *CURRENT SURVEY CONTROL
 MJ0763  ______________________________________________________________________
 MJ0763* NAD 83(1986) POSITION- 41 20 23.     (N) 095 57 21.     (W)   SCALED
 MJ0763* NAVD 88 ORTHO HEIGHT -   317.059 (meters)     1040.22  (feet) ADJUSTED
 MJ0763  ______________________________________________________________________
 MJ0763  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 MJ0763  DYNAMIC HEIGHT  -        316.922 (meters)     1039.77  (feet) COMP
 MJ0763  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 MJ0763
 MJ0763  VERT ORDER      -  FIRST     CLASS II
 MJ0763
 MJ0763.The horizontal coordinates were scaled from a map and have
 MJ0763.an estimated accuracy of +/- 6 seconds.
 MJ0763
 MJ0763.The orthometric height was determined by differential leveling and
 MJ0763.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0763.in June 1991.
 MJ0763
 MJ0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0763.GEOID18 height accuracy estimate available here.
 MJ0763
 MJ0763.Click photographs - Photos may exist for this station.
 MJ0763
 MJ0763.The dynamic height is computed by dividing the NAVD 88
 MJ0763.geopotential number by the normal gravity value computed on the
 MJ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0763.degrees latitude (g = 980.6199 gals.).
 MJ0763
 MJ0763.The modeled gravity was interpolated from observed gravity values.
 MJ0763
 MJ0763;                    North         East    Units  Estimated Accuracy
 MJ0763;SPC NE       -   175,160.      838,270.      MT  (+/- 180 meters Scaled)
 MJ0763
 MJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526806(NAD 83)
 MJ0763
 MJ0763                          SUPERSEDED SURVEY CONTROL
 MJ0763
 MJ0763  NGVD 29 (??/??/92)  316.972  (m)         1039.93   (f) ADJ UNCH    1 2
 MJ0763
 MJ0763.Superseded values are not recommended for survey control.
 MJ0763
 MJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0763.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0763
 MJ0763_MARKER: DB = BENCH MARK DISK
 MJ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0763_STAMPING: F 253 1947
 MJ0763_MARK LOGO: CGS
 MJ0763_PROJECTION: FLUSH
 MJ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0763+STABILITY: SURFACE MOTION
 MJ0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0763+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 MJ0763
 MJ0763  HISTORY     - Date     Condition        Report By
 MJ0763  HISTORY     - 1947     MONUMENTED       CGS
 MJ0763  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0763  HISTORY     - 19890801 GOOD             NGS
 MJ0763
 MJ0763                          STATION DESCRIPTION
 MJ0763
 MJ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0763'6.2 MI N FROM OMAHA.
 MJ0763'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0763'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0763'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH
 MJ0763'OF FARNAM STREET), THENCE 1.3 MILES NORTH ALONG JOHN J. PERSHING
 MJ0763'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE BENCH MARK.
 MJ0763'THE MARK IS 36 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE
 MJ0763'OF THE ROAD, 34 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 MJ0763'BRICK BUILDING, 25.3 FEET SOUTHEAST OF THE SOUTHEAST STONE POST
 MJ0763'AT AN ENTRANCE TO THE METROPOLITAN WATER WORKS, 2 FEET SOUTHEAST
 MJ0763'OF A 4 X 4 MARKER POST, AND 1 FOOT NORTHEAST OF A STEEL FENCE.
 MJ0763'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH
 MJ0763'THE SURFACE OF THE GROUND.
 MJ0763
 MJ0763                          STATION RECOVERY (1976)
 MJ0763
 MJ0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0763'MARK NOT FOUND.
 MJ0763
 MJ0763                          STATION RECOVERY (1989)
 MJ0763
 MJ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0763'DELETE--34 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BRICK
 MJ0763'BUILDING, AND 2 FEET SOUTHEAST OF A 4 BY 4 MARKER POST.  ADD--0.3 M
 MJ0763'(1.0 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0678 ***********************************************************************
 MJ0678  DESIGNATION -  F 254
 MJ0678  PID         -  MJ0678
 MJ0678  STATE/COUNTY-  NE/DOUGLAS
 MJ0678  COUNTRY     -  US
 MJ0678  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0678
 MJ0678                         *CURRENT SURVEY CONTROL
 MJ0678  ______________________________________________________________________
 MJ0678* NAD 83(1986) POSITION- 41 16 19.     (N) 095 59 38.     (W)   SCALED
 MJ0678* NAVD 88 ORTHO HEIGHT -   371.657 (meters)     1219.34  (feet) ADJUSTED
 MJ0678  ______________________________________________________________________
 MJ0678  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 MJ0678  DYNAMIC HEIGHT  -        371.498 (meters)     1218.82  (feet) COMP
 MJ0678  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 MJ0678
 MJ0678  VERT ORDER      -  FIRST     CLASS II
 MJ0678
 MJ0678.The horizontal coordinates were scaled from a map and have
 MJ0678.an estimated accuracy of +/- 6 seconds.
 MJ0678
 MJ0678.The orthometric height was determined by differential leveling and
 MJ0678.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0678.in June 1991.
 MJ0678
 MJ0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0678.GEOID18 height accuracy estimate available here.
 MJ0678
 MJ0678.Click photographs - Photos may exist for this station.
 MJ0678
 MJ0678.The dynamic height is computed by dividing the NAVD 88
 MJ0678.geopotential number by the normal gravity value computed on the
 MJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0678.degrees latitude (g = 980.6199 gals.).
 MJ0678
 MJ0678.The modeled gravity was interpolated from observed gravity values.
 MJ0678
 MJ0678;                    North         East    Units  Estimated Accuracy
 MJ0678;SPC NE       -   167,500.      835,430.      MT  (+/- 180 meters Scaled)
 MJ0678
 MJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF492732(NAD 83)
 MJ0678
 MJ0678                          SUPERSEDED SURVEY CONTROL
 MJ0678
 MJ0678  NGVD 29 (??/??/92)  371.532  (m)         1218.93   (f) ADJ UNCH    1 2
 MJ0678
 MJ0678.Superseded values are not recommended for survey control.
 MJ0678
 MJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0678.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0678
 MJ0678_MARKER: DB = BENCH MARK DISK
 MJ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0678_STAMPING: F 254 1947
 MJ0678_MARK LOGO: CGS
 MJ0678_PROJECTION: FLUSH
 MJ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0678+STABILITY: SURFACE MOTION
 MJ0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0678+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 MJ0678
 MJ0678  HISTORY     - Date     Condition        Report By
 MJ0678  HISTORY     - 1947     MONUMENTED       CGS
 MJ0678  HISTORY     - 1976     GOOD             LOCSUR
 MJ0678  HISTORY     - 20110224 GOOD             INDIV
 MJ0678
 MJ0678                          STATION DESCRIPTION
 MJ0678
 MJ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0678'AT OMAHA.
 MJ0678'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF HAMILTON
 MJ0678'STREET AND HAPPY HOLLOW BOULEVARD, 65.0 FEET SOUTH OF THE
 MJ0678'APPROXIMATE CENTER OF HAMILTON STREET, 36.5 FEET SOUTH OF THE
 MJ0678'SOUTH EDGE OF THE CONCRETE WALK ALONG THE SOUTH SIDE OF HAMILTON
 MJ0678'STREET, 15.6 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK
 MJ0678'ALONG THE EAST SIDE OF HAPPY HOLLOW BOULEVARD, 5.5 FEET EAST
 MJ0678'OF THE EAST EDGE OF THE EAST CURB OF HAPPY HOLLOW BOULEVARD,
 MJ0678'5.0 FEET NORTH OF THE JUNCTION POINT OF TWO LINES MADE ON TOP
 MJ0678'OF A 1-FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH IS MARKED
 MJ0678'U S B M 5 AND IS ABOUT FLUSH WITH THE TOP OF THE GROUND, SET IN
 MJ0678'A CONCRETE POST 0.4 FOOT UNDERGROUND.
 MJ0678
 MJ0678                          STATION RECOVERY (1976)
 MJ0678
 MJ0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0678'RECOVERED IN GOOD CONDITION.
 MJ0678
 MJ0678                          STATION RECOVERY (2011)
 MJ0678
 MJ0678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1027 ***********************************************************************
 LF1027  DESIGNATION -  F 256
 LF1027  PID         -  LF1027
 LF1027  STATE/COUNTY-  NE/CASS
 LF1027  COUNTRY     -  US
 LF1027  USGS QUAD   -  ROCK BLUFF (2017)
 LF1027
 LF1027                         *CURRENT SURVEY CONTROL
 LF1027  ______________________________________________________________________
 LF1027* NAD 83(1986) POSITION- 40 57 16.     (N) 095 52 22.     (W)   SCALED
 LF1027* NAVD 88 ORTHO HEIGHT -   321.437 (meters)     1054.58  (feet) ADJUSTED
 LF1027  ______________________________________________________________________
 LF1027  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 LF1027  DYNAMIC HEIGHT  -        321.300 (meters)     1054.13  (feet) COMP
 LF1027  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 LF1027
 LF1027  VERT ORDER      -  SECOND    CLASS 0
 LF1027
 LF1027.The horizontal coordinates were scaled from a map and have
 LF1027.an estimated accuracy of +/- 6 seconds.
 LF1027
 LF1027.The orthometric height was determined by differential leveling and
 LF1027.adjusted by the NATIONAL GEODETIC SURVEY
 LF1027.in June 1991.
 LF1027
 LF1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1027.GEOID18 height accuracy estimate available here.
 LF1027
 LF1027.Click photographs - Photos may exist for this station.
 LF1027
 LF1027.The dynamic height is computed by dividing the NAVD 88
 LF1027.geopotential number by the normal gravity value computed on the
 LF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1027.degrees latitude (g = 980.6199 gals.).
 LF1027
 LF1027.The modeled gravity was interpolated from observed gravity values.
 LF1027
 LF1027;                    North         East    Units  Estimated Accuracy
 LF1027;SPC NE       -   132,760.      847,250.      MT  (+/- 180 meters Scaled)
 LF1027
 LF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582376(NAD 83)
 LF1027
 LF1027                          SUPERSEDED SURVEY CONTROL
 LF1027
 LF1027  NGVD 29 (??/??/92)  321.336  (m)         1054.25   (f) ADJ UNCH    2 0
 LF1027
 LF1027.Superseded values are not recommended for survey control.
 LF1027
 LF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1027.See file dsdata.pdf to determine how the superseded data were derived.
 LF1027
 LF1027_MARKER: DB = BENCH MARK DISK
 LF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1027_STAMPING: F 256 1947
 LF1027_MARK LOGO: CGS
 LF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1027+STABILITY: SURFACE MOTION
 LF1027
 LF1027  HISTORY     - Date     Condition        Report By
 LF1027  HISTORY     - 1947     MONUMENTED       CGS
 LF1027  HISTORY     - 1984     GOOD             NGS
 LF1027
 LF1027                          STATION DESCRIPTION
 LF1027
 LF1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1027'4.3 MI S FROM PLATTSMOUTH.
 LF1027'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1027'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE
 LF1027'SOUTH ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A
 LF1027'GRADED DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED
 LF1027'DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1027'1.3 MILES SOUTH ALONG A GRAVELED ROAD, 165.0 SOUTHWEST OF THE
 LF1027'SOUTHWEST CORNER OF A FARMHOUSE, APPROXIMATELY 50 YARDS NORTH OF
 LF1027'THE EAST END OF A CONCRETE TILE CULVERT, 31.0 FEET SOUTH OF THE
 LF1027'CENTER LINE OF A PRIVATE ROAD, 29.0 FEET EAST OF AND LEVEL WITH
 LF1027'THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTH OF A POWER POLE
 LF1027'WITH A TRANSFORMER, 2.0 FEET NORTH OF A REFERENCE POST, 1.0
 LF1027'FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LF1027'PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1027
 LF1027                          STATION RECOVERY (1984)
 LF1027
 LF1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1027'MARK IS AT THE EAST EDGE OF UNION, AT THE JUNCTION OF U.S. HIGHWAYS
 LF1027'73, 75 AND 34 AND A GRAVELED ROAD LEADING EAST, 15.25 M (50.0 FT)
 LF1027'EAST FROM THE CENTERLINE FO U.S. HIGHWAY 73 AND 75, 6.1 M (20.0 FT)
 LF1027'SOUTH FROM THE CENTERLINE OF THE GRAVELED ROAD AND THE EXTENDED
 LF1027'CENTERLINE OF U.S. HIGHWAY 34 AND SET INTO THE CENTER OF THE TOP OF
 LF1027'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1051 ***********************************************************************
 LF1051  DESIGNATION -  F 257
 LF1051  PID         -  LF1051
 LF1051  STATE/COUNTY-  NE/OTOE
 LF1051  COUNTRY     -  US
 LF1051  USGS QUAD   -  NEHAWKA (2017)
 LF1051
 LF1051                         *CURRENT SURVEY CONTROL
 LF1051  ______________________________________________________________________
 LF1051* NAD 83(1986) POSITION- 40 45 50.     (N) 095 53 33.     (W)   SCALED
 LF1051* NAVD 88 ORTHO HEIGHT -   328.596 (meters)     1078.07  (feet) ADJUSTED
 LF1051  ______________________________________________________________________
 LF1051  GEOID HEIGHT    -        -28.653 (meters)                     GEOID18
 LF1051  DYNAMIC HEIGHT  -        328.429 (meters)     1077.52  (feet) COMP
 LF1051  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 LF1051
 LF1051  VERT ORDER      -  SECOND    CLASS 0
 LF1051
 LF1051.The horizontal coordinates were scaled from a map and have
 LF1051.an estimated accuracy of +/- 6 seconds.
 LF1051
 LF1051.The orthometric height was determined by differential leveling and
 LF1051.adjusted by the NATIONAL GEODETIC SURVEY
 LF1051.in June 1991.
 LF1051
 LF1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1051.GEOID18 height accuracy estimate available here.
 LF1051
 LF1051.Click photographs - Photos may exist for this station.
 LF1051
 LF1051.The dynamic height is computed by dividing the NAVD 88
 LF1051.geopotential number by the normal gravity value computed on the
 LF1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1051.degrees latitude (g = 980.6199 gals.).
 LF1051
 LF1051.The modeled gravity was interpolated from observed gravity values.
 LF1051
 LF1051;                    North         East    Units  Estimated Accuracy
 LF1051;SPC NE       -   111,550.      846,600.      MT  (+/- 180 meters Scaled)
 LF1051
 LF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558165(NAD 83)
 LF1051
 LF1051                          SUPERSEDED SURVEY CONTROL
 LF1051
 LF1051  NGVD 29 (??/??/92)  328.483  (m)         1077.70   (f) ADJ UNCH    2 0
 LF1051
 LF1051.Superseded values are not recommended for survey control.
 LF1051
 LF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1051.See file dsdata.pdf to determine how the superseded data were derived.
 LF1051
 LF1051_MARKER: DB = BENCH MARK DISK
 LF1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1051_STAMPING: F 257 1947
 LF1051_MARK LOGO: CGS
 LF1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1051+STABILITY: SURFACE MOTION
 LF1051
 LF1051  HISTORY     - Date     Condition        Report By
 LF1051  HISTORY     - 1947     MONUMENTED       CGS
 LF1051  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 LF1051  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1051
 LF1051                          STATION DESCRIPTION
 LF1051
 LF1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1051'5.1 MI SE FROM UNION.
 LF1051'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1051'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1051'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1051'1.4 MILES SOUTH ALONG A GRAVELED ROAD, APPROXIMATELY 212 YARDS
 LF1051'NORTH OF A T ROAD JUNCTION, 25.0 FEET WEST OF AND 3.0 FEET
 LF1051'HIGHER THAN THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTH OF THE
 LF1051'6TH POLE NORTH OF THE T ROAD JUNCTION, 3.0 FEET SOUTH OF A
 LF1051'4 X 4 MARKER POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF
 LF1051'A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
 LF1051
 LF1051                          STATION RECOVERY (1981)
 LF1051
 LF1051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF1051'MARK NOT FOUND.
 LF1051
 LF1051                          STATION RECOVERY (2006)
 LF1051
 LF1051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LF1051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1063 ***********************************************************************
 LF1063  DESIGNATION -  F 258
 LF1063  PID         -  LF1063
 LF1063  STATE/COUNTY-  NE/OTOE
 LF1063  COUNTRY     -  US
 LF1063  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1063
 LF1063                         *CURRENT SURVEY CONTROL
 LF1063  ______________________________________________________________________
 LF1063* NAD 83(1986) POSITION- 40 41 09.     (N) 095 51 26.     (W)   SCALED
 LF1063* NAVD 88 ORTHO HEIGHT -   310.069 (meters)     1017.28  (feet) ADJUSTED
 LF1063  ______________________________________________________________________
 LF1063  GEOID HEIGHT    -        -29.164 (meters)                     GEOID18
 LF1063  DYNAMIC HEIGHT  -        309.907 (meters)     1016.75  (feet) COMP
 LF1063  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 LF1063
 LF1063  VERT ORDER      -  SECOND    CLASS 0
 LF1063
 LF1063.The horizontal coordinates were scaled from a map and have
 LF1063.an estimated accuracy of +/- 6 seconds.
 LF1063
 LF1063.The orthometric height was determined by differential leveling and
 LF1063.adjusted by the NATIONAL GEODETIC SURVEY
 LF1063.in June 1991.
 LF1063
 LF1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1063.GEOID18 height accuracy estimate available here.
 LF1063
 LF1063.Click photographs - Photos may exist for this station.
 LF1063
 LF1063.The dynamic height is computed by dividing the NAVD 88
 LF1063.geopotential number by the normal gravity value computed on the
 LF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1063.degrees latitude (g = 980.6199 gals.).
 LF1063
 LF1063.The modeled gravity was interpolated from observed gravity values.
 LF1063
 LF1063;                    North         East    Units  Estimated Accuracy
 LF1063;SPC NE       -   103,040.      849,990.      MT  (+/- 180 meters Scaled)
 LF1063
 LF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585078(NAD 83)
 LF1063
 LF1063                          SUPERSEDED SURVEY CONTROL
 LF1063
 LF1063  NGVD 29 (??/??/92)  309.957  (m)         1016.92   (f) ADJ UNCH    2 0
 LF1063
 LF1063.Superseded values are not recommended for survey control.
 LF1063
 LF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1063.See file dsdata.pdf to determine how the superseded data were derived.
 LF1063
 LF1063_MARKER: DB = BENCH MARK DISK
 LF1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1063_STAMPING: F 258 1947
 LF1063_MARK LOGO: CGS
 LF1063_PROJECTION: FLUSH
 LF1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1063+STABILITY: SURFACE MOTION
 LF1063
 LF1063  HISTORY     - Date     Condition        Report By
 LF1063  HISTORY     - 1947     MONUMENTED       CGS
 LF1063  HISTORY     - 20090709 MARK NOT FOUND   INDIV
 LF1063  HISTORY     - 20150730 MARK NOT FOUND   GEOCAC
 LF1063
 LF1063                          STATION DESCRIPTION
 LF1063
 LF1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1063'AT NEBRASKA CITY.
 LF1063'AT NEBRASKA CITY, IN THE SOUTHWEST CORNER OF THE PROPERTY OF THE
 LF1063'STATE SCHOOL FOR THE BLIND, 320.0 FEET SOUTHWEST OF THE SOUTHWEST
 LF1063'CORNER OF THE SCHOOL BUILDING (FOR THE BLIND), 221.0 FEET NORTH
 LF1063'OF THE NORTHWEST CORNER OF GREGGSPORT PUBLIC SCHOOL, 147.3 FEET
 LF1063'NORTH OF THE NORTH CURB OF TENTH AVENUE, 72.0 FEET EAST OF THE
 LF1063'CENTER LINE (APPROXIMATED) OF TENTH STREET, 31.9 FEET WEST OF A
 LF1063'12 INCH ELM TREE, SET BETWEEN TWO 30 INCH ELM TREES, 14.9 FEET
 LF1063'NORTH OF ONE AND 13.1 FEET SOUTH OF THE OTHER TREE, SET IN THE
 LF1063'TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 LF1063
 LF1063                          STATION RECOVERY (2009)
 LF1063
 LF1063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CDB)
 LF1063'MARK NOT FOUND.
 LF1063
 LF1063                          STATION RECOVERY (2015)
 LF1063
 LF1063'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LF1063'NOT FOUND AFTER A VISUAL SEARCH OF THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0409 ***********************************************************************
 MK0409  DESIGNATION -  F 259
 MK0409  PID         -  MK0409
 MK0409  STATE/COUNTY-  NE/WASHINGTON
 MK0409  COUNTRY     -  US
 MK0409  USGS QUAD   -  ORUM (2017)
 MK0409
 MK0409                         *CURRENT SURVEY CONTROL
 MK0409  ______________________________________________________________________
 MK0409* NAD 83(1986) POSITION- 41 36 28.     (N) 096 18 34.     (W)   SCALED
 MK0409* NAVD 88 ORTHO HEIGHT -   408.700 (meters)     1340.88  (feet) ADJUSTED
 MK0409  ______________________________________________________________________
 MK0409  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 MK0409  DYNAMIC HEIGHT  -        408.521 (meters)     1340.29  (feet) COMP
 MK0409  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 MK0409
 MK0409  VERT ORDER      -  SECOND    CLASS 0
 MK0409
 MK0409.The horizontal coordinates were scaled from a map and have
 MK0409.an estimated accuracy of +/- 6 seconds.
 MK0409
 MK0409.The orthometric height was determined by differential leveling and
 MK0409.adjusted by the NATIONAL GEODETIC SURVEY
 MK0409.in June 1991.
 MK0409
 MK0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0409.GEOID18 height accuracy estimate available here.
 MK0409
 MK0409.Click photographs - Photos may exist for this station.
 MK0409
 MK0409.The dynamic height is computed by dividing the NAVD 88
 MK0409.geopotential number by the normal gravity value computed on the
 MK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0409.degrees latitude (g = 980.6199 gals.).
 MK0409
 MK0409.The modeled gravity was interpolated from observed gravity values.
 MK0409
 MK0409;                    North         East    Units  Estimated Accuracy
 MK0409;SPC NE       -   203,570.      807,440.      MT  (+/- 180 meters Scaled)
 MK0409
 MK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM241097(NAD 83)
 MK0409
 MK0409                          SUPERSEDED SURVEY CONTROL
 MK0409
 MK0409  NGVD 29 (??/??/92)  408.551  (m)         1340.39   (f) ADJ UNCH    2 0
 MK0409
 MK0409.Superseded values are not recommended for survey control.
 MK0409
 MK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0409.See file dsdata.pdf to determine how the superseded data were derived.
 MK0409
 MK0409_MARKER: DB = BENCH MARK DISK
 MK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0409_STAMPING: F 259 1947
 MK0409_MARK LOGO: CGS
 MK0409_PROJECTION: PROJECTING 3 CENTIMETERS
 MK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0409+STABILITY: SURFACE MOTION
 MK0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0409+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2022
 MK0409
 MK0409  HISTORY     - Date     Condition        Report By
 MK0409  HISTORY     - 1947     MONUMENTED       CGS
 MK0409  HISTORY     - 20221014 GOOD             CORNER
 MK0409
 MK0409                          STATION DESCRIPTION
 MK0409
 MK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0409'AT SPIKER.
 MK0409'AT SPIKER, AT THE NORTHWEST CORNER OF THE SCHOOL YARD, 161.2 FEET
 MK0409'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 157.0
 MK0409'FEET SOUTH OF A POINT IN LINE WITH THE CENTER OF A GRAVEL ROAD
 MK0409'LEADING WEST, 83.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MK0409'SPIKER STORE, 44.0 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 MK0409'31, 11.0 FEET SOUTHEAST OF A POWER LINE POLE, 10.0 FEET SOUTHEAST
 MK0409'OF THE NORTHWEST CORNER OF THE SCHOOL YARD FENCE, 1.5 FOOT NORTH
 MK0409'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0409'ELEVATION AS THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0409
 MK0409                          STATION RECOVERY (2022)
 MK0409
 MK0409'RECOVERY NOTE BY CORNERSTONE LAND SURVEYING 2022 (EJN)
 MK0409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0073 ***********************************************************************
 LJ0073  DESIGNATION -  F 26
 LJ0073  PID         -  LJ0073
 LJ0073  STATE/COUNTY-  NE/HITCHCOCK
 LJ0073  COUNTRY     -  US
 LJ0073  USGS QUAD   -  CULBERTSON (2017)
 LJ0073
 LJ0073                         *CURRENT SURVEY CONTROL
 LJ0073  ______________________________________________________________________
 LJ0073* NAD 83(1986) POSITION- 40 12 50.     (N) 100 51 42.     (W)   SCALED
 LJ0073* NAVD 88 ORTHO HEIGHT -   793.274 (meters)     2602.60  (feet) ADJUSTED
 LJ0073  ______________________________________________________________________
 LJ0073  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 LJ0073  DYNAMIC HEIGHT  -        792.744 (meters)     2600.86  (feet) COMP
 LJ0073  MODELED GRAVITY -    979,931.0   (mgal)                       NAVD 88
 LJ0073
 LJ0073  VERT ORDER      -  FIRST     CLASS II
 LJ0073
 LJ0073.The horizontal coordinates were scaled from a map and have
 LJ0073.an estimated accuracy of +/- 6 seconds.
 LJ0073
 LJ0073.The orthometric height was determined by differential leveling and
 LJ0073.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0073.in June 1991.
 LJ0073
 LJ0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0073.GEOID18 height accuracy estimate available here.
 LJ0073
 LJ0073.Click photographs - Photos may exist for this station.
 LJ0073
 LJ0073.The dynamic height is computed by dividing the NAVD 88
 LJ0073.geopotential number by the normal gravity value computed on the
 LJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0073.degrees latitude (g = 980.6199 gals.).
 LJ0073
 LJ0073.The modeled gravity was interpolated from observed gravity values.
 LJ0073
 LJ0073;                    North         East    Units  Estimated Accuracy
 LJ0073;SPC NE       -    42,620.      426,660.      MT  (+/- 180 meters Scaled)
 LJ0073
 LJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK415531(NAD 83)
 LJ0073
 LJ0073                          SUPERSEDED SURVEY CONTROL
 LJ0073
 LJ0073  NGVD 29 (??/??/92)  792.954  (m)         2601.55   (f) ADJ UNCH    1 2
 LJ0073
 LJ0073.Superseded values are not recommended for survey control.
 LJ0073
 LJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0073.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0073
 LJ0073_MARKER: DB = BENCH MARK DISK
 LJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0073_STAMPING: F 26 1933 2601.550
 LJ0073_MARK LOGO: CGS
 LJ0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0073+STABILITY: SURFACE MOTION
 LJ0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0073+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0073
 LJ0073  HISTORY     - Date     Condition        Report By
 LJ0073  HISTORY     - 1933     MONUMENTED       CGS
 LJ0073  HISTORY     - 1938     GOOD             CGS
 LJ0073  HISTORY     - 19991103 GOOD             NGS
 LJ0073
 LJ0073                          STATION DESCRIPTION
 LJ0073
 LJ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0073'2 MI W FROM CULBERTSON.
 LJ0073'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0073'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, AT MILEPOST 301,
 LJ0073'43 FEET SOUTH OF THE SOUTH RAIL, AND 41 FEET NORTH OF THE
 LJ0073'CENTERLINE OF A ROAD PARALLELING THE TRACK.  A STANDARD DISK,
 LJ0073'STAMPED 2601.550 F 26 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0073'POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0073
 LJ0073                          STATION RECOVERY (1999)
 LJ0073
 LJ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0073'1.3 KM (0.80 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LJ0073'U.S.  HIGHWAY 34 IN CULBERTSON, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG
 LJ0073'A GRAVELED ROAD, THENCE 1.1 KM (0.70 MI) SOUTH AND WESTERLY ALONG A
 LJ0073'DIRT ROAD, 17.4 M (57.1 FT) SOUTH OF RAILROAD MILEPOST 301, 13.2 M
 LJ0073'(43.3 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LJ0073'13.2 M (43.3 FT) NORTH OF THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE
 LJ0073'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 LJ0073'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0116 ***********************************************************************
 LJ0116  DESIGNATION -  F 26 2
 LJ0116  PID         -  LJ0116
 LJ0116  STATE/COUNTY-  NE/HITCHCOCK
 LJ0116  COUNTRY     -  US
 LJ0116  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0116
 LJ0116                         *CURRENT SURVEY CONTROL
 LJ0116  ______________________________________________________________________
 LJ0116* NAD 83(1986) POSITION- 40 14 10.     (N) 100 53 32.     (W)   SCALED
 LJ0116* NAVD 88 ORTHO HEIGHT -   798.791 (meters)     2620.70  (feet) ADJUSTED
 LJ0116  ______________________________________________________________________
 LJ0116  GEOID HEIGHT    -        -23.640 (meters)                     GEOID18
 LJ0116  DYNAMIC HEIGHT  -        798.260 (meters)     2618.96  (feet) COMP
 LJ0116  MODELED GRAVITY -    979,933.6   (mgal)                       NAVD 88
 LJ0116
 LJ0116  VERT ORDER      -  SECOND    CLASS 0
 LJ0116
 LJ0116.The horizontal coordinates were scaled from a map and have
 LJ0116.an estimated accuracy of +/- 6 seconds.
 LJ0116
 LJ0116.The orthometric height was determined by differential leveling and
 LJ0116.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0116.in June 1991.
 LJ0116
 LJ0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0116.GEOID18 height accuracy estimate available here.
 LJ0116
 LJ0116.Click photographs - Photos may exist for this station.
 LJ0116
 LJ0116.The dynamic height is computed by dividing the NAVD 88
 LJ0116.geopotential number by the normal gravity value computed on the
 LJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0116.degrees latitude (g = 980.6199 gals.).
 LJ0116
 LJ0116.The modeled gravity was interpolated from observed gravity values.
 LJ0116
 LJ0116;                    North         East    Units  Estimated Accuracy
 LJ0116;SPC NE       -    45,110.      424,080.      MT  (+/- 180 meters Scaled)
 LJ0116
 LJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK390556(NAD 83)
 LJ0116
 LJ0116                          SUPERSEDED SURVEY CONTROL
 LJ0116
 LJ0116  NGVD 29 (??/??/92)  798.479  (m)         2619.68   (f) ADJ UNCH    2 0
 LJ0116
 LJ0116.Superseded values are not recommended for survey control.
 LJ0116
 LJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0116.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0116
 LJ0116_MARKER: DB = BENCH MARK DISK
 LJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0116_STAMPING: F 26 2
 LJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0116+STABILITY: SURFACE MOTION
 LJ0116
 LJ0116  HISTORY     - Date     Condition        Report By
 LJ0116  HISTORY     - UNK      MONUMENTED       CGS
 LJ0116  HISTORY     - 1934     GOOD             CGS
 LJ0116  HISTORY     - 1939     GOOD             CGS
 LJ0116
 LJ0116                          STATION DESCRIPTION
 LJ0116
 LJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0116'3.7 MI W FROM CULBERTSON.
 LJ0116'3.7 MILES WEST OF RAILROAD STATION AT CULBERTSON.  ON THE RIGHT
 LJ0116'OF WAY OF THE C.B. AND Q. RR. ON THE SOUTH SIDE OF TRACK, IN THE
 LJ0116'SE 1/4 OF THE SE 1/4 OF SEC. 11, T. 3 N., R. 32 W., 43.8 FEET
 LJ0116'FROM SOUTHWEST RAIL OF TRACK, 3.5 FEET FROM SOUTH FENCE OF
 LJ0116'RAILROAD, 284 FEET WEST OF THE FENCE ON THE EAST LINE OF SECTION
 LJ0116'11, APPROXIMATELY 180 FEET NORTHEAST OF THE NORTHEAST CORNER
 LJ0116'OF FARMHOUSE, APPROXIMATELY 1150 FEET NORTHWEST ALONG THE TRACK
 LJ0116'FROM POINT WHERE RAILROAD CROSSES STATE HIGHWAY 3 ON LINE
 LJ0116'BETWEEN SECTIONS 12 AND 13, T. 3 N., R. 32 W.
 LJ0116
 LJ0116                          STATION RECOVERY (1939)
 LJ0116
 LJ0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LJ0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0115 ***********************************************************************
 LJ0115  DESIGNATION -  F 26 4
 LJ0115  PID         -  LJ0115
 LJ0115  STATE/COUNTY-  NE/HITCHCOCK
 LJ0115  COUNTRY     -  US
 LJ0115  USGS QUAD   -  BEVERLY (2017)
 LJ0115
 LJ0115                         *CURRENT SURVEY CONTROL
 LJ0115  ______________________________________________________________________
 LJ0115* NAD 83(1986) POSITION- 40 15 29.     (N) 100 55 19.     (W)   SCALED
 LJ0115* NAVD 88 ORTHO HEIGHT -   807.457 (meters)     2649.13  (feet) ADJUSTED
 LJ0115  ______________________________________________________________________
 LJ0115  GEOID HEIGHT    -        -23.561 (meters)                     GEOID18
 LJ0115  DYNAMIC HEIGHT  -        806.921 (meters)     2647.37  (feet) COMP
 LJ0115  MODELED GRAVITY -    979,934.9   (mgal)                       NAVD 88
 LJ0115
 LJ0115  VERT ORDER      -  SECOND    CLASS 0
 LJ0115
 LJ0115.The horizontal coordinates were scaled from a map and have
 LJ0115.an estimated accuracy of +/- 6 seconds.
 LJ0115
 LJ0115.The orthometric height was determined by differential leveling and
 LJ0115.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0115.in June 1991.
 LJ0115
 LJ0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0115.GEOID18 height accuracy estimate available here.
 LJ0115
 LJ0115.Click photographs - Photos may exist for this station.
 LJ0115
 LJ0115.The dynamic height is computed by dividing the NAVD 88
 LJ0115.geopotential number by the normal gravity value computed on the
 LJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0115.degrees latitude (g = 980.6199 gals.).
 LJ0115
 LJ0115.The modeled gravity was interpolated from observed gravity values.
 LJ0115
 LJ0115;                    North         East    Units  Estimated Accuracy
 LJ0115;SPC NE       -    47,580.      421,580.      MT  (+/- 180 meters Scaled)
 LJ0115
 LJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK365581(NAD 83)
 LJ0115
 LJ0115                          SUPERSEDED SURVEY CONTROL
 LJ0115
 LJ0115  NGVD 29 (??/??/92)  807.140  (m)         2648.09   (f) ADJ UNCH    2 0
 LJ0115
 LJ0115.Superseded values are not recommended for survey control.
 LJ0115
 LJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0115.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0115
 LJ0115_MARKER: DB = BENCH MARK DISK
 LJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0115_STAMPING: F 26 4
 LJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0115+STABILITY: SURFACE MOTION
 LJ0115
 LJ0115  HISTORY     - Date     Condition        Report By
 LJ0115  HISTORY     - UNK      MONUMENTED       CGS
 LJ0115  HISTORY     - 1934     GOOD             CGS
 LJ0115  HISTORY     - 1939     GOOD             CGS
 LJ0115
 LJ0115                          STATION DESCRIPTION
 LJ0115
 LJ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0115'3.2 MI E FROM BEVERLY.
 LJ0115'3.2 MILES EAST OF RAILROAD STATION AT BEVERLY ON THE RIGHT OF
 LJ0115'WAY OF THE C B AND Q RR. IN THE NW 1/4 OF SEC. 3, T. 3 N.,
 LJ0115'R. 32 W., ON THE WEST SIDE OF THE TRACK, 40.7 FEET FROM WEST
 LJ0115'RAIL, 270 FEET SOUTHEAST OF MILEPOST 6, 390 FEET SOUTHEAST OF
 LJ0115'NEARER ONE OF TWO OVAL SHAPE CONCRETE CULVERTS UNDER RAILROAD
 LJ0115'TRACK, APPROXIMATELY 1110 FEET NORTHWEST ALONG THE TRACK FROM
 LJ0115'POINT WHERE SAME CROSSES THE EW 1/4 SEC. LINE IN SEC. 3.
 LJ0115
 LJ0115                          STATION RECOVERY (1939)
 LJ0115
 LJ0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LJ0115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0725 ***********************************************************************
 LF0725  DESIGNATION -  F 260
 LF0725  PID         -  LF0725
 LF0725  STATE/COUNTY-  NE/NEMAHA
 LF0725  COUNTRY     -  US
 LF0725  USGS QUAD   -  PERU (2017)
 LF0725
 LF0725                         *CURRENT SURVEY CONTROL
 LF0725  ______________________________________________________________________
 LF0725* NAD 83(1986) POSITION- 40 23 50.2    (N) 095 39 25.6    (W)   HD_HELD2
 LF0725* NAVD 88 ORTHO HEIGHT -   286.249 (meters)      939.14  (feet) ADJUSTED
 LF0725  ______________________________________________________________________
 LF0725  GEOID HEIGHT    -        -30.056 (meters)                     GEOID18
 LF0725  DYNAMIC HEIGHT  -        286.098 (meters)      938.64  (feet) COMP
 LF0725  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 LF0725
 LF0725  VERT ORDER      -  SECOND    CLASS 0
 LF0725
 LF0725.The horizontal coordinates were established by autonomous hand held GPS
 LF0725.observations and have an estimated accuracy of +/- 10 meters.
 LF0725
 LF0725.The orthometric height was determined by differential leveling and
 LF0725.adjusted by the NATIONAL GEODETIC SURVEY
 LF0725.in June 1991.
 LF0725
 LF0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0725.GEOID18 height accuracy estimate available here.
 LF0725
 LF0725.Click photographs - Photos may exist for this station.
 LF0725
 LF0725.The dynamic height is computed by dividing the NAVD 88
 LF0725.geopotential number by the normal gravity value computed on the
 LF0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0725.degrees latitude (g = 980.6199 gals.).
 LF0725
 LF0725.The modeled gravity was interpolated from observed gravity values.
 LF0725
 LF0725;                    North         East    Units  Estimated Accuracy
 LF0725;SPC NE       -    71,872.      868,485.      MT  (+/- 10 meters HH2 GPS)
 LF0725
 LF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7449675242(NAD 83)
 LF0725
 LF0725                          SUPERSEDED SURVEY CONTROL
 LF0725
 LF0725  NGVD 29 (??/??/92)  286.173  (m)          938.89   (f) ADJ UNCH    2 0
 LF0725
 LF0725.Superseded values are not recommended for survey control.
 LF0725
 LF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0725.See file dsdata.pdf to determine how the superseded data were derived.
 LF0725
 LF0725_MARKER: DB = BENCH MARK DISK
 LF0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0725_STAMPING: F 260 1947
 LF0725_MARK LOGO: CGS
 LF0725_PROJECTION: FLUSH
 LF0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0725+STABILITY: SURFACE MOTION
 LF0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0725+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2009
 LF0725
 LF0725  HISTORY     - Date     Condition        Report By
 LF0725  HISTORY     - 1947     MONUMENTED       CGS
 LF0725  HISTORY     - 1974     GOOD             NGS
 LF0725  HISTORY     - 20080619 GOOD             INDIV
 LF0725  HISTORY     - 20090629 GOOD             GEOCAC
 LF0725
 LF0725                          STATION DESCRIPTION
 LF0725
 LF0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0725'AT BROWNVILLE.
 LF0725'AT BROWNVILLE, 0.2 MILE WEST OF THE SOUTHWEST END OF THE TOLL
 LF0725'BRIDGE OVER THE MISSOURI RIVER, AT THE MEMORIAL PARK, 39.6 FEET
 LF0725'SOUTH OF THE SOUTH CURB OF STATE HIGHWAY NO. 3 (MAIN STREET),
 LF0725'18.0 FEET EAST OF A POINT IN LINE WITH THE EAST WALL OF A
 LF0725'3-STORY BRICK BUILDING WHICH IS ON THE NORTH SIDE OF THE
 LF0725'HIGHWAY, 0.6 FOOT NORTH OF THE CENTER OF THE NORTH SIDE OF THE
 LF0725'CONCRETE FOUNDATION FOR A LARGE RED GRANITE BOULDER WHICH HAS
 LF0725'A LARGE BRONZE MEMORIAL TABLET ON THE NORTH SIDE, SET IN A
 LF0725'CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE GROUND.
 LF0725
 LF0725                          STATION RECOVERY (1974)
 LF0725
 LF0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0725'RECOVERED IN GOOD CONDITION.
 LF0725
 LF0725                          STATION RECOVERY (2008)
 LF0725
 LF0725'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0725'MARK COVERED 8 INCHES BY TURF.
 LF0725
 LF0725                          STATION RECOVERY (2009)
 LF0725
 LF0725'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0725'AT THE SOUTHWEST CORNER OF MAIN ST (OLD HWY 3) AND 2ND ST, IN BOETTNER
 LF0725'PARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0668 ***********************************************************************
 NM0668  DESIGNATION -  F 262
 NM0668  PID         -  NM0668
 NM0668  STATE/COUNTY-  NE/DAKOTA
 NM0668  COUNTRY     -  US
 NM0668  USGS QUAD   -  JACKSON (2017)
 NM0668
 NM0668                         *CURRENT SURVEY CONTROL
 NM0668  ______________________________________________________________________
 NM0668* NAD 83(1986) POSITION- 42 29 29.     (N) 096 34 30.     (W)   SCALED
 NM0668* NAVD 88 ORTHO HEIGHT -   338.853 (meters)     1111.72  (feet) ADJUSTED
 NM0668  ______________________________________________________________________
 NM0668  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 NM0668  DYNAMIC HEIGHT  -        338.745 (meters)     1111.37  (feet) COMP
 NM0668  MODELED GRAVITY -    980,293.4   (mgal)                       NAVD 88
 NM0668
 NM0668  VERT ORDER      -  SECOND    CLASS 0
 NM0668
 NM0668.The horizontal coordinates were scaled from a map and have
 NM0668.an estimated accuracy of +/- 6 seconds.
 NM0668
 NM0668.The orthometric height was determined by differential leveling and
 NM0668.adjusted by the NATIONAL GEODETIC SURVEY
 NM0668.in June 1991.
 NM0668
 NM0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0668.GEOID18 height accuracy estimate available here.
 NM0668
 NM0668.Click photographs - Photos may exist for this station.
 NM0668
 NM0668.The dynamic height is computed by dividing the NAVD 88
 NM0668.geopotential number by the normal gravity value computed on the
 NM0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0668.degrees latitude (g = 980.6199 gals.).
 NM0668
 NM0668.The modeled gravity was interpolated from observed gravity values.
 NM0668
 NM0668;                    North         East    Units  Estimated Accuracy
 NM0668;SPC NE       -   300,700.      781,440.      MT  (+/- 180 meters Scaled)
 NM0668
 NM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN992071(NAD 83)
 NM0668
 NM0668                          SUPERSEDED SURVEY CONTROL
 NM0668
 NM0668  NGVD 29 (??/??/92)  338.683  (m)         1111.16   (f) ADJ UNCH    2 0
 NM0668
 NM0668.Superseded values are not recommended for survey control.
 NM0668
 NM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0668.See file dsdata.pdf to determine how the superseded data were derived.
 NM0668
 NM0668_MARKER: DB = BENCH MARK DISK
 NM0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0668_STAMPING: F 262 1948
 NM0668_MARK LOGO: CGS
 NM0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0668+STABILITY: SURFACE MOTION
 NM0668
 NM0668  HISTORY     - Date     Condition        Report By
 NM0668  HISTORY     - 1948     MONUMENTED       CGS
 NM0668  HISTORY     - 1973     MARK NOT FOUND   NGS
 NM0668
 NM0668                          STATION DESCRIPTION
 NM0668
 NM0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0668'3.7 MI N FROM JACKSON.
 NM0668'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0668'JACKSON, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, THENCE
 NM0668'0.5 MILE WEST ALONG A DIRT ROAD, 90.3 FEET SOUTH OF THE SOUTHEAST
 NM0668'CORNER OF A FARMHOUSE, 26.0 FEET SOUTH OF THE CENTER LINE OF
 NM0668'THE ROAD, 6.2 FEET SOUTHWEST OF A LONE 20-INCH ELM TREE, 1.4
 NM0668'FEET NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET
 NM0668'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM0668'GROUND.
 NM0668
 NM0668                          STATION RECOVERY (1973)
 NM0668
 NM0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NM0668'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1012 ***********************************************************************
 LF1012  DESIGNATION -  F 263
 LF1012  PID         -  LF1012
 LF1012  STATE/COUNTY-  NE/NEMAHA
 LF1012  COUNTRY     -  US
 LF1012  USGS QUAD   -  HAMBURG (2018)
 LF1012
 LF1012                         *CURRENT SURVEY CONTROL
 LF1012  ______________________________________________________________________
 LF1012* NAD 83(1986) POSITION- 40 31 51.     (N) 095 39 35.     (W)   SCALED
 LF1012* NAVD 88 ORTHO HEIGHT -   275.079 (meters)      902.49  (feet) ADJUSTED
 LF1012  ______________________________________________________________________
 LF1012  GEOID HEIGHT    -        -30.055 (meters)                     GEOID18
 LF1012  DYNAMIC HEIGHT  -        274.933 (meters)      902.01  (feet) COMP
 LF1012  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 LF1012
 LF1012  VERT ORDER      -  SECOND    CLASS 0
 LF1012
 LF1012.The horizontal coordinates were scaled from a map and have
 LF1012.an estimated accuracy of +/- 6 seconds.
 LF1012
 LF1012.The orthometric height was determined by differential leveling and
 LF1012.adjusted by the NATIONAL GEODETIC SURVEY
 LF1012.in June 1991.
 LF1012
 LF1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1012.GEOID18 height accuracy estimate available here.
 LF1012
 LF1012.Click photographs - Photos may exist for this station.
 LF1012
 LF1012.The dynamic height is computed by dividing the NAVD 88
 LF1012.geopotential number by the normal gravity value computed on the
 LF1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1012.degrees latitude (g = 980.6199 gals.).
 LF1012
 LF1012.The modeled gravity was interpolated from observed gravity values.
 LF1012
 LF1012;                    North         East    Units  Estimated Accuracy
 LF1012;SPC NE       -    86,670.      867,520.      MT  (+/- 180 meters Scaled)
 LF1012
 LF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE747900(NAD 83)
 LF1012
 LF1012                          SUPERSEDED SURVEY CONTROL
 LF1012
 LF1012  NGVD 29 (??/??/92)  274.982  (m)          902.17   (f) ADJ UNCH    2 0
 LF1012
 LF1012.Superseded values are not recommended for survey control.
 LF1012
 LF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1012.See file dsdata.pdf to determine how the superseded data were derived.
 LF1012
 LF1012_MARKER: DB = BENCH MARK DISK
 LF1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1012_STAMPING: F 263 1948
 LF1012_MARK LOGO: CGS
 LF1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1012+STABILITY: SURFACE MOTION
 LF1012
 LF1012  HISTORY     - Date     Condition        Report By
 LF1012  HISTORY     - 1948     MONUMENTED       CGS
 LF1012  HISTORY     - 1961     MARK NOT FOUND   CGS
 LF1012
 LF1012                          STATION DESCRIPTION
 LF1012
 LF1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1012'5.7 MI W FROM WATSON.
 LF1012'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1012'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1012'3.7 MILES NORTH ALONG A DIRT ROAD, IN THE NORTHWEST QUARTER
 LF1012'OF A ROAD CROSSING, IN LINE WITH A NORTH-SOUTH ROW OF R.E.A.
 LF1012'POLES, 31.0 FEET NORTH OF AN EAST-WEST ROAD, 18.0 FEET WEST OF
 LF1012'THE CENTER LINE OF THE ROAD LEADING NORTH, 0.8 FOOT WEST OF THE
 LF1012'NORTH-SOUTH FENCE LINE, 0.8 FOOT NORTH OF THE EAST-WEST FENCE
 LF1012'LINE, 0.7 FOOT NORTHWEST OF A CORNER FENCE POST, 1.0 FOOT SOUTH
 LF1012'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1012'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE DRAINAGE
 LF1012'DITCH ALONG THE ROAD HAS BEEN WIDENED AND IT IS BELIEVED THAT
 LF1012'THE MARK WAS PROBABLY DESTROYED.
 LF1012
 LF1012                          STATION RECOVERY (1961)
 LF1012
 LF1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF1012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0611 ***********************************************************************
 LF0611  DESIGNATION -  F 266
 LF0611  PID         -  LF0611
 LF0611  STATE/COUNTY-  NE/RICHARDSON
 LF0611  COUNTRY     -  US
 LF0611  USGS QUAD   -  VERDON (2017)
 LF0611
 LF0611                         *CURRENT SURVEY CONTROL
 LF0611  ______________________________________________________________________
 LF0611* NAD 83(1986) POSITION- 40 13 59.     (N) 095 38 03.     (W)   SCALED
 LF0611* NAVD 88 ORTHO HEIGHT -   341.069 (meters)     1118.99  (feet) ADJUSTED
 LF0611  ______________________________________________________________________
 LF0611  GEOID HEIGHT    -        -30.246 (meters)                     GEOID18
 LF0611  DYNAMIC HEIGHT  -        340.881 (meters)     1118.37  (feet) COMP
 LF0611  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LF0611
 LF0611  VERT ORDER      -  SECOND    CLASS 0
 LF0611
 LF0611.The horizontal coordinates were scaled from a map and have
 LF0611.an estimated accuracy of +/- 6 seconds.
 LF0611
 LF0611.The orthometric height was determined by differential leveling and
 LF0611.adjusted by the NATIONAL GEODETIC SURVEY
 LF0611.in June 1991.
 LF0611
 LF0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0611.GEOID18 height accuracy estimate available here.
 LF0611
 LF0611.Click photographs - Photos may exist for this station.
 LF0611
 LF0611.The dynamic height is computed by dividing the NAVD 88
 LF0611.geopotential number by the normal gravity value computed on the
 LF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0611.degrees latitude (g = 980.6199 gals.).
 LF0611
 LF0611.The modeled gravity was interpolated from observed gravity values.
 LF0611
 LF0611;                    North         East    Units  Estimated Accuracy
 LF0611;SPC NE       -    53,760.      871,350.      MT  (+/- 180 meters Scaled)
 LF0611
 LF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE759569(NAD 83)
 LF0611
 LF0611                          SUPERSEDED SURVEY CONTROL
 LF0611
 LF0611  NGVD 29 (??/??/92)  340.994  (m)         1118.74   (f) ADJ UNCH    2 0
 LF0611
 LF0611.Superseded values are not recommended for survey control.
 LF0611
 LF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0611.See file dsdata.pdf to determine how the superseded data were derived.
 LF0611
 LF0611_MARKER: DB = BENCH MARK DISK
 LF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0611_STAMPING: F 266 1947
 LF0611_MARK LOGO: CGS
 LF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0611+STABILITY: SURFACE MOTION
 LF0611
 LF0611  HISTORY     - Date     Condition        Report By
 LF0611  HISTORY     - 1947     MONUMENTED       CGS
 LF0611
 LF0611                          STATION DESCRIPTION
 LF0611
 LF0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0611'3 MI E FROM SHUBERT.
 LF0611'0.4 MILE SOUTH ALONG MAIN STREET AND 2.6 FEET EAST ALONG STATE
 LF0611'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, AT THE TOP OF A HILL,
 LF0611'234.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH CROSS ROAD, 39.0
 LF0611'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 17.0 FEET SOUTHEAST OF A
 LF0611'POWER LINE POLE, 6.0 FEET SOUTH OF A FENCE CORNER POST, 1.0 FOOT
 LF0611'SOUTH OF A REFERENCE POST, 0.7 FOOT EAST OF A NORTH-SOUTH FENCE
 LF0611'LINE, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE HIGHWAY AND
 LF0611'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1500 ***********************************************************************
 LF1500  DESIGNATION -  F 267 RESET
 LF1500  PID         -  LF1500
 LF1500  STATE/COUNTY-  NE/RICHARDSON
 LF1500  COUNTRY     -  US
 LF1500  USGS QUAD   -  FALLS CITY (2017)
 LF1500
 LF1500                         *CURRENT SURVEY CONTROL
 LF1500  ______________________________________________________________________
 LF1500* NAD 83(1986) POSITION- 40 03 08.3    (N) 095 31 13.7    (W)   HD_HELD2
 LF1500* NAVD 88 ORTHO HEIGHT -   269.03  (meters)      882.6   (feet) RESET
 LF1500  ______________________________________________________________________
 LF1500  GEOID HEIGHT    -        -30.603 (meters)                     GEOID18
 LF1500  VERT ORDER      -  THIRD
 LF1500
 LF1500.The horizontal coordinates were established by autonomous hand held GPS
 LF1500.observations and have an estimated accuracy of +/- 10 meters.
 LF1500
 LF1500.The orthometric height was computed from unverified reset data.
 LF1500
 LF1500.No vertical observational check was made to the station.
 LF1500
 LF1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1500.GEOID18 height accuracy estimate available here.
 LF1500
 LF1500.Click photographs - Photos may exist for this station.
 LF1500
 LF1500;                    North         East    Units  Estimated Accuracy
 LF1500;SPC NE       -    34,213.      882,052.      MT  (+/- 10 meters HH2 GPS)
 LF1500
 LF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8500536606(NAD 83)
 LF1500
 LF1500                          SUPERSEDED SURVEY CONTROL
 LF1500
 LF1500  NGVD 29 (01/31/13)  268.96   (m)          882.4    (f) RESET       3  
 LF1500
 LF1500.Superseded values are not recommended for survey control.
 LF1500
 LF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1500.See file dsdata.pdf to determine how the superseded data were derived.
 LF1500
 LF1500_MARKER: DV = VERTICAL CONTROL DISK
 LF1500_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF1500_SP_SET: BRIDGE ABUTMENT
 LF1500_STAMPING: F 267 RESET 1986
 LF1500_MARK LOGO: NGS
 LF1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1500+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 LF1500
 LF1500  HISTORY     - Date     Condition        Report By
 LF1500  HISTORY     - 1986     MONUMENTED       NEDR
 LF1500  HISTORY     - 20061028 GOOD             GEOCAC
 LF1500
 LF1500                          STATION DESCRIPTION
 LF1500
 LF1500'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 LF1500'7.24 KM (4.50 MI) EAST ALONG U.S. HIGHWAY 159 FROM ITS JUNCTION WITH
 LF1500'U.S. HIGHWAY 73, IN FALLS CITY, TO A GRAVELED CROSSROAD, THEN RIGHT
 LF1500'AND SOUTH ALONG THE GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO A BRIDGE
 LF1500'OVER MUDDY CREEK AND THE MARK, CEMENTED INTO A DRILLED HOLE IN THE
 LF1500'WEST END OF THE NORTH ABUTMENT AND ABOUT 0.3 M (1.0 FT) BELOW THE
 LF1500'BRIDGE DECK.
 LF1500
 LF1500                          STATION RECOVERY (2006)
 LF1500
 LF1500'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0669 ***********************************************************************
 LF0669  DESIGNATION -  F 268
 LF0669  PID         -  LF0669
 LF0669  STATE/COUNTY-  NE/NEMAHA
 LF0669  COUNTRY     -  US
 LF0669  USGS QUAD   -  AUBURN (2017)
 LF0669
 LF0669                         *CURRENT SURVEY CONTROL
 LF0669  ______________________________________________________________________
 LF0669* NAD 83(1986) POSITION- 40 26 43.25   (N) 095 45 12.96   (W)   HD_HELD1
 LF0669* NAVD 88 ORTHO HEIGHT -   307.347 (meters)     1008.35  (feet) ADJUSTED
 LF0669  ______________________________________________________________________
 LF0669  GEOID HEIGHT    -        -29.787 (meters)                     GEOID18
 LF0669  DYNAMIC HEIGHT  -        307.182 (meters)     1007.81  (feet) COMP
 LF0669  MODELED GRAVITY -    980,080.4   (mgal)                       NAVD 88
 LF0669
 LF0669  VERT ORDER      -  SECOND    CLASS 0
 LF0669
 LF0669.The horizontal coordinates were determined by differentially corrected
 LF0669.hand held GPS observations or other comparable positioning techniques
 LF0669.and have an estimated accuracy of +/- 3 meters.
 LF0669
 LF0669.The orthometric height was determined by differential leveling and
 LF0669.adjusted by the NATIONAL GEODETIC SURVEY
 LF0669.in June 1991.
 LF0669
 LF0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0669.GEOID18 height accuracy estimate available here.
 LF0669
 LF0669.Click photographs - Photos may exist for this station.
 LF0669
 LF0669.The dynamic height is computed by dividing the NAVD 88
 LF0669.geopotential number by the normal gravity value computed on the
 LF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0669.degrees latitude (g = 980.6199 gals.).
 LF0669
 LF0669.The modeled gravity was interpolated from observed gravity values.
 LF0669
 LF0669;                    North         East    Units  Estimated Accuracy
 LF0669;SPC NE       -    76,796.1     860,043.1     MT  (+/- 3 meters HH1 GPS) 
 LF0669
 LF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6647380830(NAD 83)
 LF0669
 LF0669                          SUPERSEDED SURVEY CONTROL
 LF0669
 LF0669  NGVD 29 (??/??/92)  307.259  (m)         1008.07   (f) ADJ UNCH    2 0
 LF0669
 LF0669.Superseded values are not recommended for survey control.
 LF0669
 LF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0669.See file dsdata.pdf to determine how the superseded data were derived.
 LF0669
 LF0669_MARKER: DB = BENCH MARK DISK
 LF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0669_STAMPING: F 268 1947
 LF0669_MARK LOGO: CGS
 LF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0669+STABILITY: SURFACE MOTION
 LF0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0669+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 LF0669
 LF0669  HISTORY     - Date     Condition        Report By
 LF0669  HISTORY     - 1947     MONUMENTED       CGS
 LF0669  HISTORY     - 20110405 GOOD             JEOCON
 LF0669  HISTORY     - 20130211 GOOD             NEDR
 LF0669  HISTORY     - 20161019 GOOD             INDIV
 LF0669
 LF0669                          STATION DESCRIPTION
 LF0669
 LF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0669'3 MI SW FROM PERU.
 LF0669'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 1.4 MILE SOUTH
 LF0669'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0669'0.1 MILE NORTH OF A STEEL BRIDGE OVER HONEY CREEK AND AT A
 LF0669'FARM HOUSE, 69.3 FEET NORTH OF THE NORTH SIDE OF A 5-FOOT
 LF0669'COTTONWOOD TREE, 64.4 FEET NORTHEAST OF THE NORTHEAST SIDE OF A
 LF0669'3-FOOT COTTONWOOD TREE, 57.0 FEET NORTH OF THE CENTER OF A PRIVATE
 LF0669'DRIVE WAY LEADING WEST TO THE FARM HOUSE, 40.0 FEET WEST OF THE
 LF0669'CENTER OF THE MAIN NORTH-SOUTH ROAD, 29.6 FEET SOUTHEAST OF THE
 LF0669'SOUTHEAST CORNER OF THE FARM HOUSE, 17.4 FEET NORTH OF THE NORTH
 LF0669'SIDE OF A 3-FOOT SYCAMORE TREE, 5.2 FEET WEST OF TELEPHONE POLE
 LF0669'NO. 2, 1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 LF0669'ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
 LF0669
 LF0669                          STATION RECOVERY (2011)
 LF0669
 LF0669'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2011 (MLS)
 LF0669'DIRECTIONS TO MARK, FROM INTERSECTION OF STATE HIGHWAY NO. 67 AND
 LF0669'STATE SPUR 64G AT PERU, GO WEST ON STATE HIGHWAY NO. 67 FOR 1 MILE TO
 LF0669'COUNTY ROAD 643A AVENUE, GO SOUTH ON 643A AVENUE FOR 1.4 MILES TO MARK
 LF0669'ON WEST SIDE OF COUNTY ROAD, MARK IS 38 FEET NORTH OF FIELD DRIVE WEST
 LF0669'AND 40 FEET WEST OF NORTH-SOUTH COUNTY ROAD,MARK IS 4 FEET WEST OF
 LF0669'WITNESS POST.  PREVIOUSLY DESCRIBED FARM YARD NO LONGER EXISTS.
 LF0669
 LF0669                          STATION RECOVERY (2013)
 LF0669
 LF0669'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0669'MARK HAS BEEN DAMAGED. CONCRETE IS BROKEN AND CAP HAS BEEN HIT BUT
 LF0669'STABILITY OF MONUMENT SEEMS SOLID.
 LF0669
 LF0669                          STATION RECOVERY (2016)
 LF0669
 LF0669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DJK)
 LF0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0667 ***********************************************************************
 LF0667  DESIGNATION -  F 269
 LF0667  PID         -  LF0667
 LF0667  STATE/COUNTY-  NE/NEMAHA
 LF0667  COUNTRY     -  US
 LF0667  USGS QUAD   -  PERU (2017)
 LF0667
 LF0667                         *CURRENT SURVEY CONTROL
 LF0667  ______________________________________________________________________
 LF0667* NAD 83(1986) POSITION- 40 27 55.     (N) 095 44 40.     (W)   SCALED
 LF0667* NAVD 88 ORTHO HEIGHT -   339.030 (meters)     1112.30  (feet) ADJUSTED
 LF0667  ______________________________________________________________________
 LF0667  GEOID HEIGHT    -        -29.813 (meters)                     GEOID18
 LF0667  DYNAMIC HEIGHT  -        338.850 (meters)     1111.71  (feet) COMP
 LF0667  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 LF0667
 LF0667  VERT ORDER      -  SECOND    CLASS 0
 LF0667
 LF0667.The horizontal coordinates were scaled from a map and have
 LF0667.an estimated accuracy of +/- 6 seconds.
 LF0667
 LF0667.The orthometric height was determined by differential leveling and
 LF0667.adjusted by the NATIONAL GEODETIC SURVEY
 LF0667.in June 1991.
 LF0667
 LF0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0667.GEOID18 height accuracy estimate available here.
 LF0667
 LF0667.Click photographs - Photos may exist for this station.
 LF0667
 LF0667.The dynamic height is computed by dividing the NAVD 88
 LF0667.geopotential number by the normal gravity value computed on the
 LF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0667.degrees latitude (g = 980.6199 gals.).
 LF0667
 LF0667.The modeled gravity was interpolated from observed gravity values.
 LF0667
 LF0667;                    North         East    Units  Estimated Accuracy
 LF0667;SPC NE       -    79,040.      860,710.      MT  (+/- 180 meters Scaled)
 LF0667
 LF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE673830(NAD 83)
 LF0667
 LF0667                          SUPERSEDED SURVEY CONTROL
 LF0667
 LF0667  NGVD 29 (??/??/92)  338.942  (m)         1112.01   (f) ADJ UNCH    2 0
 LF0667
 LF0667.Superseded values are not recommended for survey control.
 LF0667
 LF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0667.See file dsdata.pdf to determine how the superseded data were derived.
 LF0667
 LF0667_MARKER: DB = BENCH MARK DISK
 LF0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0667_STAMPING: F 269 1947
 LF0667_MARK LOGO: CGS
 LF0667_PROJECTION: PROJECTING 9 CENTIMETERS
 LF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0667+STABILITY: SURFACE MOTION
 LF0667
 LF0667  HISTORY     - Date     Condition        Report By
 LF0667  HISTORY     - 1947     MONUMENTED       CGS
 LF0667  HISTORY     - 20130211 MARK NOT FOUND   NEDR
 LF0667
 LF0667                          STATION DESCRIPTION
 LF0667
 LF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0667'1.1 MI SW FROM PERU.
 LF0667'1.1 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 FROM THE T.J.
 LF0667'MAJORS TRAINING SCHOOL AT PERU, IN THE NORTHWEST ANGLE OF THE
 LF0667'JUNCTION OF A DIRT ROAD LEADING NORTH, 400.0 FEET EAST OF THE
 LF0667'CENTER OF A PRIVATE DRIVE-WAY LEADING SOUTH TO A FARM HOUSE,
 LF0667'43.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 40.0 FEET WEST
 LF0667'OF THE CENTER OF THE DIRT ROAD LEADING NORTH, 17.5 FEET EAST
 LF0667'OF A POWER LINE POLE, 2.0 FEET EAST OF A REFERENCE POST, 1.0
 LF0667'FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE
 LF0667'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 LF0667'0.3 FOOT.
 LF0667
 LF0667                          STATION RECOVERY (2013)
 LF0667
 LF0667'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0667'NEW HOME DRIVEWAY
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0137 ***********************************************************************
 LJ0137  DESIGNATION -  F 27
 LJ0137  PID         -  LJ0137
 LJ0137  STATE/COUNTY-  NE/FRONTIER
 LJ0137  COUNTRY     -  US
 LJ0137  USGS QUAD   -  CURTIS SW (2017)
 LJ0137
 LJ0137                         *CURRENT SURVEY CONTROL
 LJ0137  ______________________________________________________________________
 LJ0137* NAD 83(1986) POSITION- 40 33 27.     (N) 100 37 50.     (W)   SCALED
 LJ0137* NAVD 88 ORTHO HEIGHT -   870.095 (meters)     2854.64  (feet) ADJUSTED
 LJ0137  ______________________________________________________________________
 LJ0137  GEOID HEIGHT    -        -23.177 (meters)                     GEOID18
 LJ0137  DYNAMIC HEIGHT  -        869.546 (meters)     2852.84  (feet) COMP
 LJ0137  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 LJ0137
 LJ0137  VERT ORDER      -  SECOND    CLASS 0
 LJ0137
 LJ0137.The horizontal coordinates were scaled from a map and have
 LJ0137.an estimated accuracy of +/- 6 seconds.
 LJ0137
 LJ0137.The orthometric height was determined by differential leveling and
 LJ0137.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0137.in June 1991.
 LJ0137
 LJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0137.GEOID18 height accuracy estimate available here.
 LJ0137
 LJ0137.Click photographs - Photos may exist for this station.
 LJ0137
 LJ0137.The dynamic height is computed by dividing the NAVD 88
 LJ0137.geopotential number by the normal gravity value computed on the
 LJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0137.degrees latitude (g = 980.6199 gals.).
 LJ0137
 LJ0137.The modeled gravity was interpolated from observed gravity values.
 LJ0137
 LJ0137;                    North         East    Units  Estimated Accuracy
 LJ0137;SPC NE       -    80,600.      446,610.      MT  (+/- 180 meters Scaled)
 LJ0137
 LJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK619909(NAD 83)
 LJ0137
 LJ0137                          SUPERSEDED SURVEY CONTROL
 LJ0137
 LJ0137  NGVD 29 (??/??/92)  869.754  (m)         2853.52   (f) ADJ UNCH    2 0
 LJ0137
 LJ0137.Superseded values are not recommended for survey control.
 LJ0137
 LJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0137.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0137
 LJ0137_MARKER: DB = BENCH MARK DISK
 LJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0137_STAMPING: F 27 1934
 LJ0137_MARK LOGO: CGS
 LJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0137+STABILITY: SURFACE MOTION
 LJ0137
 LJ0137  HISTORY     - Date     Condition        Report By
 LJ0137  HISTORY     - 1934     MONUMENTED       CGS
 LJ0137  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0137
 LJ0137                          STATION DESCRIPTION
 LJ0137
 LJ0137'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0137'6.9 MI S FROM MAYWOOD.
 LJ0137'6.9 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0137'COUNTY, 45 YARDS NORTH OF A SMALL CONCRETE CULVERT UNDER A FILL,
 LJ0137'AND 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LJ0137'DISK, STAMPED F 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0276 ***********************************************************************
 LH0276  DESIGNATION -  F 270
 LH0276  PID         -  LH0276
 LH0276  STATE/COUNTY-  NE/ADAMS
 LH0276  COUNTRY     -  US
 LH0276  USGS QUAD   -  AYR (2017)
 LH0276
 LH0276                         *CURRENT SURVEY CONTROL
 LH0276  ______________________________________________________________________
 LH0276* NAD 83(1986) POSITION- 40 23 40.     (N) 098 26 48.     (W)   SCALED
 LH0276* NAVD 88 ORTHO HEIGHT -   583.153 (meters)     1913.23  (feet) ADJUSTED
 LH0276  ______________________________________________________________________
 LH0276  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 LH0276  DYNAMIC HEIGHT  -        582.818 (meters)     1912.13  (feet) COMP
 LH0276  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 LH0276
 LH0276  VERT ORDER      -  FIRST     CLASS II
 LH0276
 LH0276.The horizontal coordinates were scaled from a map and have
 LH0276.an estimated accuracy of +/- 6 seconds.
 LH0276
 LH0276.The orthometric height was determined by differential leveling and
 LH0276.adjusted by the NATIONAL GEODETIC SURVEY
 LH0276.in June 1991.
 LH0276
 LH0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0276.GEOID18 height accuracy estimate available here.
 LH0276
 LH0276.Click photographs - Photos may exist for this station.
 LH0276
 LH0276.The dynamic height is computed by dividing the NAVD 88
 LH0276.geopotential number by the normal gravity value computed on the
 LH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0276.degrees latitude (g = 980.6199 gals.).
 LH0276
 LH0276.The modeled gravity was interpolated from observed gravity values.
 LH0276
 LH0276;                    North         East    Units  Estimated Accuracy
 LH0276;SPC NE       -    63,490.      631,850.      MT  (+/- 180 meters Scaled)
 LH0276
 LH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK469716(NAD 83)
 LH0276
 LH0276                          SUPERSEDED SURVEY CONTROL
 LH0276
 LH0276  NGVD 29 (??/??/92)  582.930  (m)         1912.50   (f) ADJ UNCH    1 2
 LH0276
 LH0276.Superseded values are not recommended for survey control.
 LH0276
 LH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0276.See file dsdata.pdf to determine how the superseded data were derived.
 LH0276
 LH0276_MARKER: DB = BENCH MARK DISK
 LH0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0276_STAMPING: F 270 1947
 LH0276_MARK LOGO: CGS
 LH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0276+STABILITY: SURFACE MOTION
 LH0276
 LH0276  HISTORY     - Date     Condition        Report By
 LH0276  HISTORY     - 1947     MONUMENTED       CGS
 LH0276  HISTORY     - 1981     POOR             NGS
 LH0276
 LH0276                          STATION DESCRIPTION
 LH0276
 LH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0276'4.2 MI N FROM BLUE HILL.
 LH0276'4.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0276'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 117.0 FEET
 LH0276'NORTH OF THE CENTER LINE OF THE ROAD, 87.4 FEET NORTH OF A
 LH0276'FENCE CORNER, 64.6 FEET NORTHEAST OF THE SIXTH POLE NORTH OF
 LH0276'MILEPOST 15, 35.3 FEET EAST OF THE EAST RAIL, 3.5 FEET NORTH OF
 LH0276'A REFERENCE POST, 2.0 FEET WEST OF A FENCE, SET IN THE TOP OF A
 LH0276'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 LH0276'GROUND.
 LH0276
 LH0276                          STATION RECOVERY (1981)
 LH0276
 LH0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0276'HAVING BEEN STRUCK BY A ROTARY MOWER. A CORNER OF THE MONUMENT HAS
 LH0276'BEEN BROKEN AWAY AND THE MARK SHOULD BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1407 ***********************************************************************
 NM1407  DESIGNATION -  F 271
 NM1407  PID         -  NM1407
 NM1407  STATE/COUNTY-  NE/KNOX
 NM1407  COUNTRY     -  US
 NM1407  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1407
 NM1407                         *CURRENT SURVEY CONTROL
 NM1407  ______________________________________________________________________
 NM1407* NAD 83(1986) POSITION- 42 45 23.     (N) 097 42 05.     (W)   SCALED
 NM1407* NAVD 88 ORTHO HEIGHT -   519.064 (meters)     1702.96  (feet) ADJUSTED
 NM1407  ______________________________________________________________________
 NM1407  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 NM1407  DYNAMIC HEIGHT  -        518.887 (meters)     1702.38  (feet) COMP
 NM1407  MODELED GRAVITY -    980,262.2   (mgal)                       NAVD 88
 NM1407
 NM1407  VERT ORDER      -  SECOND    CLASS 0
 NM1407
 NM1407.The horizontal coordinates were scaled from a map and have
 NM1407.an estimated accuracy of +/- 6 seconds.
 NM1407
 NM1407.The orthometric height was determined by differential leveling and
 NM1407.adjusted by the NATIONAL GEODETIC SURVEY
 NM1407.in June 1991.
 NM1407
 NM1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1407.GEOID18 height accuracy estimate available here.
 NM1407
 NM1407.Click photographs - Photos may exist for this station.
 NM1407
 NM1407.The dynamic height is computed by dividing the NAVD 88
 NM1407.geopotential number by the normal gravity value computed on the
 NM1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1407.degrees latitude (g = 980.6199 gals.).
 NM1407
 NM1407.The modeled gravity was interpolated from observed gravity values.
 NM1407
 NM1407;                    North         East    Units  Estimated Accuracy
 NM1407;SPC NE       -   327,060.      688,130.      MT  (+/- 180 meters Scaled)
 NM1407
 NM1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN062345(NAD 83)
 NM1407
 NM1407                          SUPERSEDED SURVEY CONTROL
 NM1407
 NM1407  NGVD 29 (??/??/92)  518.834  (m)         1702.21   (f) ADJ UNCH    2 0
 NM1407
 NM1407.Superseded values are not recommended for survey control.
 NM1407
 NM1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1407.See file dsdata.pdf to determine how the superseded data were derived.
 NM1407
 NM1407_MARKER: DB = BENCH MARK DISK
 NM1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1407_STAMPING: F 271 1949
 NM1407_MARK LOGO: CGS
 NM1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1407+STABILITY: SURFACE MOTION
 NM1407
 NM1407  HISTORY     - Date     Condition        Report By
 NM1407  HISTORY     - 1949     MONUMENTED       CGS
 NM1407  HISTORY     - 1974     POOR             USGS
 NM1407
 NM1407                          STATION DESCRIPTION
 NM1407
 NM1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1407'12.3 MI NW FROM CROFTON.
 NM1407'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1407'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1407'12, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.1 MILES
 NM1407'WEST ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH AND 1.0 MILE WEST
 NM1407'ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 1.0 MILE EAST OF BENCH
 NM1407'MARK G 271, 120 FEET EAST OF THE NORTHEAST CORNER OF THE ADDISON
 NM1407'SCHOOL, DISTRICT NO. 38, 64 FEET SOUTH OF THE CENTER LINE OF THE
 NM1407'EAST-WEST ROAD, 29.0 FEET SOUTH OF A FENCE CORNER, 2.2 FEET WEST
 NM1407'OF A FENCE, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 NM1407'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1407
 NM1407                          STATION RECOVERY (1974)
 NM1407
 NM1407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1407'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0111 ***********************************************************************
 NN0111  DESIGNATION -  F 272
 NN0111  PID         -  NN0111
 NN0111  STATE/COUNTY-  NE/KNOX
 NN0111  COUNTRY     -  US
 NN0111  USGS QUAD   -  NIOBRARA (2017)
 NN0111
 NN0111                         *CURRENT SURVEY CONTROL
 NN0111  ______________________________________________________________________
 NN0111* NAD 83(1986) POSITION- 42 45 11.     (N) 098 00 29.     (W)   SCALED
 NN0111* NAVD 88 ORTHO HEIGHT -   371.680 (meters)     1219.42  (feet) ADJUSTED
 NN0111  ______________________________________________________________________
 NN0111  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 NN0111  DYNAMIC HEIGHT  -        371.559 (meters)     1219.02  (feet) COMP
 NN0111  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 NN0111
 NN0111  VERT ORDER      -  SECOND    CLASS 0
 NN0111
 NN0111.The horizontal coordinates were scaled from a map and have
 NN0111.an estimated accuracy of +/- 6 seconds.
 NN0111
 NN0111.The orthometric height was determined by differential leveling and
 NN0111.adjusted by the NATIONAL GEODETIC SURVEY
 NN0111.in June 1991.
 NN0111
 NN0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0111.GEOID18 height accuracy estimate available here.
 NN0111
 NN0111.Click photographs - Photos may exist for this station.
 NN0111
 NN0111.The dynamic height is computed by dividing the NAVD 88
 NN0111.geopotential number by the normal gravity value computed on the
 NN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0111.degrees latitude (g = 980.6199 gals.).
 NN0111
 NN0111.The modeled gravity was interpolated from observed gravity values.
 NN0111
 NN0111;                    North         East    Units  Estimated Accuracy
 NN0111;SPC NE       -   326,070.      663,040.      MT  (+/- 180 meters Scaled)
 NN0111
 NN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN811338(NAD 83)
 NN0111
 NN0111                          SUPERSEDED SURVEY CONTROL
 NN0111
 NN0111  NGVD 29 (??/??/92)  371.470  (m)         1218.73   (f) ADJ UNCH    2 0
 NN0111
 NN0111.Superseded values are not recommended for survey control.
 NN0111
 NN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0111.See file dsdata.pdf to determine how the superseded data were derived.
 NN0111
 NN0111_MARKER: DB = BENCH MARK DISK
 NN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0111_STAMPING: F 272 1949
 NN0111_MARK LOGO: CGS
 NN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0111+STABILITY: SURFACE MOTION
 NN0111
 NN0111  HISTORY     - Date     Condition        Report By
 NN0111  HISTORY     - 1949     MONUMENTED       CGS
 NN0111  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0111
 NN0111                          STATION DESCRIPTION
 NN0111
 NN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0111'1.5 MI E FROM NIOBRARA.
 NN0111'1.5 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND NORTH
 NN0111'WESTERN RAILWAY STATION AT NIOBRARA, 42 FEET NORTH OF THE CENTER
 NN0111'LINE OF THE HIGHWAY, 2.7 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT
 NN0111'SOUTH OF A FENCE LINE, 1.0 FOOT WEST OF A REFERENCE POST, AND
 NN0111'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NN0111'THE GROUND.
 NN0111
 NN0111                          STATION RECOVERY (1974)
 NN0111
 NN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NN0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0087 ***********************************************************************
 NN0087  CBN         -  This is a Cooperative Base Network Control Station.
 NN0087  DESIGNATION -  F 273
 NN0087  PID         -  NN0087
 NN0087  STATE/COUNTY-  NE/BOYD
 NN0087  COUNTRY     -  US
 NN0087  USGS QUAD   -  MARTY (2017)
 NN0087
 NN0087                         *CURRENT SURVEY CONTROL
 NN0087  ______________________________________________________________________
 NN0087* NAD 83(2011) POSITION- 42 54 53.98113(N) 098 28 49.41180(W)   ADJUSTED
 NN0087* NAD 83(2011) ELLIP HT-   492.359 (meters)        (06/27/12)   ADJUSTED
 NN0087* NAD 83(2011) EPOCH   -  2010.00
 NN0087* NAVD 88 ORTHO HEIGHT -   518.340 (meters)     1700.59  (feet) ADJUSTED
 NN0087  ______________________________________________________________________
 NN0087  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 NN0087  NAD 83(2011) X  -   -689,979.536 (meters)                     COMP
 NN0087  NAD 83(2011) Y  - -4,627,593.527 (meters)                     COMP
 NN0087  NAD 83(2011) Z  -  4,320,925.776 (meters)                     COMP
 NN0087  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 NN0087  DYNAMIC HEIGHT  -        518.161 (meters)     1700.00  (feet) COMP
 NN0087  MODELED GRAVITY -    980,258.9   (mgal)                       NAVD 88
 NN0087
 NN0087  VERT ORDER      -  SECOND    CLASS 0
 NN0087
 NN0087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0087  Standards:
 NN0087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0087  -------------------------------------------------------------------
 NN0087  NETWORK    0.60   1.43           0.28   0.19   0.73     -0.01459027
 NN0087  -------------------------------------------------------------------
 NN0087  Click here for local accuracies and other accuracy information.
 NN0087
 NN0087.The horizontal coordinates were established by GPS observations
 NN0087.and adjusted by the National Geodetic Survey in June 2012.
 NN0087
 NN0087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0087.been affixed to the stable North American tectonic plate. See 
 NN0087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0087
 NN0087.The horizontal coordinates are valid at the epoch date displayed above
 NN0087.which is a decimal equivalence of Year/Month/Day.
 NN0087
 NN0087.The orthometric height was determined by differential leveling and
 NN0087.adjusted by the NATIONAL GEODETIC SURVEY
 NN0087.in June 1991.
 NN0087
 NN0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0087.GEOID18 height accuracy estimate available here.
 NN0087
 NN0087.Click photographs - Photos may exist for this station.
 NN0087
 NN0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0087
 NN0087.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0087
 NN0087.The ellipsoidal height was determined by GPS observations
 NN0087.and is referenced to NAD 83.
 NN0087
 NN0087.The dynamic height is computed by dividing the NAVD 88
 NN0087.geopotential number by the normal gravity value computed on the
 NN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0087.degrees latitude (g = 980.6199 gals.).
 NN0087
 NN0087.The modeled gravity was interpolated from observed gravity values.
 NN0087
 NN0087. The following values were computed from the NAD 83(2011) position.
 NN0087
 NN0087;                    North         East     Units Scale Factor Converg.
 NN0087;SPC NE       -   343,268.390   624,069.881   MT  0.99996211   +1 00 25.3
 NN0087;SPC NE       - 1,126,206.38  2,047,469.27   sFT  0.99996211   +1 00 25.3
 NN0087;UTM  14      - 4,751,506.126   542,410.758   MT  0.99962213   +0 21 13.7
 NN0087
 NN0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0087!SPC NE       -   0.99992279  x   0.99996211  =   0.99988490
 NN0087!UTM  14      -   0.99992279  x   0.99962213  =   0.99954495
 NN0087
 NN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4241051506(NAD 83)
 NN0087
 NN0087                          SUPERSEDED SURVEY CONTROL
 NN0087
 NN0087  NAD 83(2007)-  42 54 53.98110(N)    098 28 49.41257(W) AD(2002.00) 0
 NN0087  ELLIP H (02/10/07)  492.387  (m)                       GP(2002.00)    
 NN0087  ELLIP H (07/10/01)  492.355  (m)                       GP(       ) 4 1
 NN0087  NAD 83(1995)-  42 54 53.98079(N)    098 28 49.41249(W) AD(       ) B
 NN0087  ELLIP H (06/25/96)  492.424  (m)                       GP(       ) 1 1
 NN0087  NAVD 88             518.34   (m)         1700.6    (f) LEVELING    3  
 NN0087  NGVD 29 (??/??/92)  518.066  (m)         1699.69   (f) ADJ UNCH    2 0
 NN0087
 NN0087.Superseded values are not recommended for survey control.
 NN0087
 NN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0087.See file dsdata.pdf to determine how the superseded data were derived.
 NN0087
 NN0087_MARKER: DB = BENCH MARK DISK
 NN0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0087_STAMPING: F 273 1949
 NN0087_MARK LOGO: CGS
 NN0087_PROJECTION: FLUSH
 NN0087_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0087+STABILITY: SURFACE MOTION
 NN0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0087+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2017
 NN0087
 NN0087  HISTORY     - Date     Condition        Report By
 NN0087  HISTORY     - 1949     MONUMENTED       CGS
 NN0087  HISTORY     - 19950614 GOOD             NGS
 NN0087  HISTORY     - 20000613 GOOD             NEDR
 NN0087  HISTORY     - 20171219 GOOD             NEGS
 NN0087
 NN0087                          STATION DESCRIPTION
 NN0087
 NN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0087'6.3 MI N FROM LYNCH.
 NN0087'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0087'AT A T-JUNCTION OF DIRT ROADS, 0.1 MILE WEST OF A FARMHOUSE ON
 NN0087'THE NORTH SIDE OF THE ROAD, 86.0 FEET WEST OF THE CENTER LINE OF
 NN0087'THE ROAD LEADING NORTH, 41.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0087'EAST-WEST ROAD, 6.2 FEET NORTHWEST OF A TELEPHONE POLE, ON THE TOP
 NN0087'OF A SMALL KNOLL, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 NN0087'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NN0087
 NN0087                          STATION RECOVERY (1995)
 NN0087
 NN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0087'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BRISTOW, 6.25
 NN0087'MI (10.06 KM) NORTH OF LYNCH, 1.75 MI (2.82 KM) SOUTHWEST OF THE
 NN0087'MISSOURI RIVER, ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD,
 NN0087'AT A T-INTERSECTION AND IN THE SW1/4, SEC15, T34N, R10W.  TO REACH THE
 NN0087'MARK FROM THE POST OFFICE AT FOURTH AND HOFFMAN STREETS IN LYNCH, GO
 NN0087'NORTH ON FOURTH STREET AND A PAVED ROAD FOR 1.85 MI (2.98 KM) TO THE
 NN0087'END OF PAVEMENT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 3.4 MI (5.5
 NN0087'KM) TO A CURVE LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.9
 NN0087'MI (1.4 KM) TO A CURVE LEFT.  CONTINUE WEST ON THE ROAD FOR 0.1 MI
 NN0087'(0.2 KM) TO A SIDE ROAD ON THE RIGHT AND THE MARK IN THE NORTHWEST
 NN0087'ANGLE, ATOP A SMALL RISE.  THE DISK IS SET INTO THE TOP OF A ROUND
 NN0087'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 97.5
 NN0087'FT (29.7 M) WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 38.5 FT
 NN0087'(11.7 M) NORTH OF THE EAST-WEST ROAD, 14.8 FT (4.5 M) WEST-NORTHWEST
 NN0087'OF AN OLD UTILITY POLE, 2.2 FT (0.7 M) NORTH OF A FIBERGLASS WITNESS
 NN0087'POST, 1.4 FT (0.4 M) SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT 4 FT
 NN0087'(1.2 M) HIGHER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF
 NN0087'THE MARK.
 NN0087
 NN0087                          STATION RECOVERY (2000)
 NN0087
 NN0087'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NN0087'RECOVERED AS DESCRIBED.
 NN0087
 NN0087                          STATION RECOVERY (2017)
 NN0087
 NN0087'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 NN0087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0691 ***********************************************************************
 NM0691  DESIGNATION -  F 274
 NM0691  PID         -  NM0691
 NM0691  STATE/COUNTY-  NE/DIXON
 NM0691  COUNTRY     -  US
 NM0691  USGS QUAD   -  CONCORD (2017)
 NM0691
 NM0691                         *CURRENT SURVEY CONTROL
 NM0691  ______________________________________________________________________
 NM0691* NAD 83(1986) POSITION- 42 26 15.     (N) 096 59 53.     (W)   SCALED
 NM0691* NAVD 88 ORTHO HEIGHT -   442.683 (meters)     1452.37  (feet) ADJUSTED
 NM0691  ______________________________________________________________________
 NM0691  GEOID HEIGHT    -        -25.083 (meters)                     GEOID18
 NM0691  DYNAMIC HEIGHT  -        442.538 (meters)     1451.89  (feet) COMP
 NM0691  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 NM0691
 NM0691  VERT ORDER      -  SECOND    CLASS 0
 NM0691
 NM0691.The horizontal coordinates were scaled from a map and have
 NM0691.an estimated accuracy of +/- 6 seconds.
 NM0691
 NM0691.The orthometric height was determined by differential leveling and
 NM0691.adjusted by the NATIONAL GEODETIC SURVEY
 NM0691.in June 1991.
 NM0691
 NM0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0691.GEOID18 height accuracy estimate available here.
 NM0691
 NM0691.Click photographs - Photos may exist for this station.
 NM0691
 NM0691.The dynamic height is computed by dividing the NAVD 88
 NM0691.geopotential number by the normal gravity value computed on the
 NM0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0691.degrees latitude (g = 980.6199 gals.).
 NM0691
 NM0691.The modeled gravity was interpolated from observed gravity values.
 NM0691
 NM0691;                    North         East    Units  Estimated Accuracy
 NM0691;SPC NE       -   293,430.      746,900.      MT  (+/- 180 meters Scaled)
 NM0691
 NM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646002(NAD 83)
 NM0691
 NM0691                          SUPERSEDED SURVEY CONTROL
 NM0691
 NM0691  NGVD 29 (??/??/92)  442.496  (m)         1451.76   (f) ADJ UNCH    2 0
 NM0691
 NM0691.Superseded values are not recommended for survey control.
 NM0691
 NM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0691.See file dsdata.pdf to determine how the superseded data were derived.
 NM0691
 NM0691_MARKER: DB = BENCH MARK DISK
 NM0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0691_STAMPING: F 274 1949
 NM0691_MARK LOGO: CGS
 NM0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0691+STABILITY: SURFACE MOTION
 NM0691
 NM0691  HISTORY     - Date     Condition        Report By
 NM0691  HISTORY     - 1949     MONUMENTED       CGS
 NM0691
 NM0691                          STATION DESCRIPTION
 NM0691
 NM0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0691'1.8 MI N FROM DIXON.
 NM0691'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0691'AND QUINCY RAILROAD STATION AT DIXON, THENCE 1.65 MILES NORTH
 NM0691'ALONG STATE HIGHWAY 116, 95 FEET SOUTH OF THE CENTER LINE OF
 NM0691'AN EAST-WEST ROAD, 28 FEET EAST OF THE HIGHWAY, 18.0 FEET NORTH
 NM0691'OF A 36-INCH COTTONWOOD TREE, 1.7 FEET EAST OF A FENCE, 2.4
 NM0691'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0691'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0692 ***********************************************************************
 NM0692  DESIGNATION -  F 274 RESET
 NM0692  PID         -  NM0692
 NM0692  STATE/COUNTY-  NE/DIXON
 NM0692  COUNTRY     -  US
 NM0692  USGS QUAD   -  CONCORD (2017)
 NM0692
 NM0692                         *CURRENT SURVEY CONTROL
 NM0692  ______________________________________________________________________
 NM0692* NAD 83(1986) POSITION- 42 26 15.83   (N) 096 59 53.35   (W)   HD_HELD1
 NM0692* NAVD 88 ORTHO HEIGHT -   442.48  (meters)     1451.7   (feet) RESET
 NM0692  ______________________________________________________________________
 NM0692  GEOID HEIGHT    -        -25.084 (meters)                     GEOID18
 NM0692  VERT ORDER      -  THIRD
 NM0692
 NM0692.The horizontal coordinates were determined by differentially corrected
 NM0692.hand held GPS observations or other comparable positioning techniques
 NM0692.and have an estimated accuracy of +/- 3 meters.
 NM0692
 NM0692.The orthometric height was computed from unverified reset data.
 NM0692
 NM0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0692.GEOID18 height accuracy estimate available here.
 NM0692
 NM0692.Click photographs - Photos may exist for this station.
 NM0692
 NM0692;                    North         East    Units  Estimated Accuracy
 NM0692;SPC NE       -   293,453.8     746,892.3     MT  (+/- 3 meters HH1 GPS) 
 NM0692
 NM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6465000320(NAD 83)
 NM0692
 NM0692                          SUPERSEDED SURVEY CONTROL
 NM0692
 NM0692  NGVD 29 (??/??/??)  442.30   (m)         1451.1    (f) RESET       3  
 NM0692
 NM0692.Superseded values are not recommended for survey control.
 NM0692
 NM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0692.See file dsdata.pdf to determine how the superseded data were derived.
 NM0692
 NM0692_MARKER: DB = BENCH MARK DISK
 NM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0692_STAMPING: F 274 1949 RESET 1957
 NM0692_MARK LOGO: CGS
 NM0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0692+STABILITY: SURFACE MOTION
 NM0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0692+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2020
 NM0692
 NM0692  HISTORY     - Date     Condition        Report By
 NM0692  HISTORY     - 1958     MONUMENTED       NEDR
 NM0692  HISTORY     - 20201113 GOOD             NEGS
 NM0692
 NM0692                          STATION DESCRIPTION
 NM0692
 NM0692'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NM0692'1.6 MI N FROM DIXON.
 NM0692'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0692'AND QUINCY RAILROAD STATION AT DIXON, THENCE 1.65 MILES NORTH
 NM0692'ALONG STATE HIGHWAY 116, 70 FEET EAST OF THE CENTERLINE OF THE
 NM0692'HIGHWAY, 95 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD,
 NM0692'64 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE,
 NM0692'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 NM0692
 NM0692                          STATION RECOVERY (2020)
 NM0692
 NM0692'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NM0692'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 116 AND NE. SPUR 26B WEST OF
 NM0692'CONCORD, NE., GO NORTH ON NE. HIGHWAY 116 APPROXIMATELY 3.55 MI (5.71
 NM0692'KM) TO MILE POST 4.55 AND THE MARK ON THE RIGHT (EAST) SIDE OF THE
 NM0692'HIGHWAY.  THE MARK IS 70.0 FT (21.3 M) EAST OF THE CENTERLINE OF NE.
 NM0692'HIGHWAY 116, 95.0 FT (29.0 M) SOUTH OF THE APPROXIMATELY CENTERLINE OF
 NM0692'870TH ROAD, 64.0 FT (19.5 M) SOUTH OF A CORNER FENCE POST, 1.0 FT (0.3
 NM0692'M) WEST OF AN NORTH TO SOUTH FENCE LINE AND LOCATED NEAR AN ORANGE
 NM0692'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0133 ***********************************************************************
 LG0133  DESIGNATION -  F 277
 LG0133  PID         -  LG0133
 LG0133  STATE/COUNTY-  NE/CASS
 LG0133  COUNTRY     -  US
 LG0133  USGS QUAD   -  WEEPING WATER (2017)
 LG0133
 LG0133                         *CURRENT SURVEY CONTROL
 LG0133  ______________________________________________________________________
 LG0133* NAD 83(1986) POSITION- 40 52 21.63   (N) 096 08 22.83   (W)   HD_HELD1
 LG0133* NAVD 88 ORTHO HEIGHT -   364.210 (meters)     1194.91  (feet) ADJUSTED
 LG0133  ______________________________________________________________________
 LG0133  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 LG0133  DYNAMIC HEIGHT  -        364.056 (meters)     1194.41  (feet) COMP
 LG0133  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 LG0133
 LG0133  VERT ORDER      -  SECOND    CLASS 0
 LG0133
 LG0133.The horizontal coordinates were determined by differentially corrected
 LG0133.hand held GPS observations or other comparable positioning techniques
 LG0133.and have an estimated accuracy of +/- 3 meters.
 LG0133
 LG0133.The orthometric height was determined by differential leveling and
 LG0133.adjusted by the NATIONAL GEODETIC SURVEY
 LG0133.in June 1991.
 LG0133
 LG0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0133.GEOID18 height accuracy estimate available here.
 LG0133
 LG0133.Click photographs - Photos may exist for this station.
 LG0133
 LG0133.The dynamic height is computed by dividing the NAVD 88
 LG0133.geopotential number by the normal gravity value computed on the
 LG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0133.degrees latitude (g = 980.6199 gals.).
 LG0133
 LG0133.The modeled gravity was interpolated from observed gravity values.
 LG0133
 LG0133;                    North         East    Units  Estimated Accuracy
 LG0133;SPC NE       -   122,656.8     825,213.9     MT  (+/- 3 meters HH1 GPS) 
 LG0133
 LG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4103428561(NAD 83)
 LG0133
 LG0133                          SUPERSEDED SURVEY CONTROL
 LG0133
 LG0133  NGVD 29 (??/??/92)  364.119  (m)         1194.61   (f) ADJ UNCH    2 0
 LG0133
 LG0133.Superseded values are not recommended for survey control.
 LG0133
 LG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0133.See file dsdata.pdf to determine how the superseded data were derived.
 LG0133
 LG0133_MARKER: DB = BENCH MARK DISK
 LG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0133_STAMPING: F 277 1950
 LG0133_MARK LOGO: CGS
 LG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0133+STABILITY: SURFACE MOTION
 LG0133
 LG0133  HISTORY     - Date     Condition        Report By
 LG0133  HISTORY     - 1950     MONUMENTED       CGS
 LG0133  HISTORY     - 1964     GOOD             USGS
 LG0133
 LG0133                          STATION DESCRIPTION
 LG0133
 LG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0133'AT WEEPING WATER.
 LG0133'AT WEEPING WATER, 0.6 MILE NORTH OF THE HIGH SCHOOL, 99 FEET
 LG0133'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 50, 32 FEET SOUTH
 LG0133'OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 27 FEET
 LG0133'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING INTO A CEMETERY,
 LG0133'1 FOOT NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, SET IN
 LG0133'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LG0133'GROUND.
 LG0133
 LG0133                          STATION RECOVERY (1964)
 LG0133
 LG0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0508 ***********************************************************************
 NM0508  DESIGNATION -  F 278
 NM0508  PID         -  NM0508
 NM0508  STATE/COUNTY-  NE/THURSTON
 NM0508  COUNTRY     -  US
 NM0508  USGS QUAD   -  MACY (2017)
 NM0508
 NM0508                         *CURRENT SURVEY CONTROL
 NM0508  ______________________________________________________________________
 NM0508* NAD 83(1986) POSITION- 42 07 07.     (N) 096 18 59.     (W)   SCALED
 NM0508* NAVD 88 ORTHO HEIGHT -   324.320 (meters)     1064.04  (feet) ADJUSTED
 NM0508  ______________________________________________________________________
 NM0508  GEOID HEIGHT    -        -26.332 (meters)                     GEOID18
 NM0508  DYNAMIC HEIGHT  -        324.207 (meters)     1063.67  (feet) COMP
 NM0508  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 NM0508
 NM0508  VERT ORDER      -  SECOND    CLASS 0
 NM0508
 NM0508.The horizontal coordinates were scaled from a map and have
 NM0508.an estimated accuracy of +/- 6 seconds.
 NM0508
 NM0508.The orthometric height was determined by differential leveling and
 NM0508.adjusted by the NATIONAL GEODETIC SURVEY
 NM0508.in June 1991.
 NM0508
 NM0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0508.GEOID18 height accuracy estimate available here.
 NM0508
 NM0508.Click photographs - Photos may exist for this station.
 NM0508
 NM0508.The dynamic height is computed by dividing the NAVD 88
 NM0508.geopotential number by the normal gravity value computed on the
 NM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0508.degrees latitude (g = 980.6199 gals.).
 NM0508
 NM0508.The modeled gravity was interpolated from observed gravity values.
 NM0508
 NM0508;                    North         East    Units  Estimated Accuracy
 NM0508;SPC NE       -   260,220.      804,440.      MT  (+/- 180 meters Scaled)
 NM0508
 NM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218664(NAD 83)
 NM0508
 NM0508                          SUPERSEDED SURVEY CONTROL
 NM0508
 NM0508  NGVD 29 (??/??/92)  324.172  (m)         1063.55   (f) ADJ UNCH    2 0
 NM0508
 NM0508.Superseded values are not recommended for survey control.
 NM0508
 NM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0508.See file dsdata.pdf to determine how the superseded data were derived.
 NM0508
 NM0508_MARKER: DB = BENCH MARK DISK
 NM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0508_STAMPING: F 278 1949
 NM0508_MARK LOGO: CGS
 NM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0508+STABILITY: SURFACE MOTION
 NM0508
 NM0508  HISTORY     - Date     Condition        Report By
 NM0508  HISTORY     - 1949     MONUMENTED       CGS
 NM0508
 NM0508                          STATION DESCRIPTION
 NM0508
 NM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0508'2.4 MI NE FROM MACY.
 NM0508'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0508'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0508'0.85 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 NM0508'EAST ALONG A GRADED DIRT ROAD, 59 FEET EAST OF THE EXTENDED
 NM0508'CENTER LINE OF A T ROAD LEADING SOUTH, 31 FEET NORTH OF THE
 NM0508'CENTER LINE OF AN EAST AND WEST ROAD, 19.0 FEET WEST OF A 16
 NM0508'INCH TRIANGULAR BLAZED BOXELDER TREE, 12.0 FEET EAST OF A 10
 NM0508'INCH TRIANGULAR BLAZED BOXELDER TREE, 5.0 FEET NORTH OF A FENCE,
 NM0508'4.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A 5.5 FOOT
 NM0508'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0077 ***********************************************************************
 LH0077  DESIGNATION -  F 279
 LH0077  PID         -  LH0077
 LH0077  STATE/COUNTY-  NE/HALL
 LH0077  COUNTRY     -  US
 LH0077  USGS QUAD   -  ABBOTT (2017)
 LH0077
 LH0077                         *CURRENT SURVEY CONTROL
 LH0077  ______________________________________________________________________
 LH0077* NAD 83(1986) POSITION- 40 52 38.24   (N) 098 27 01.03   (W)   HD_HELD1
 LH0077* NAVD 88 ORTHO HEIGHT -   581.140 (meters)     1906.62  (feet) ADJUSTED
 LH0077  ______________________________________________________________________
 LH0077  GEOID HEIGHT    -        -24.922 (meters)                     GEOID18
 LH0077  DYNAMIC HEIGHT  -        580.832 (meters)     1905.61  (feet) COMP
 LH0077  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LH0077
 LH0077  VERT ORDER      -  FIRST     CLASS II
 LH0077
 LH0077.The horizontal coordinates were determined by differentially corrected
 LH0077.hand held GPS observations or other comparable positioning techniques
 LH0077.and have an estimated accuracy of +/- 3 meters.
 LH0077
 LH0077.The orthometric height was determined by differential leveling and
 LH0077.adjusted by the NATIONAL GEODETIC SURVEY
 LH0077.in May 1993.
 LH0077
 LH0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0077.GEOID18 height accuracy estimate available here.
 LH0077
 LH0077.Click photographs - Photos may exist for this station.
 LH0077
 LH0077.The dynamic height is computed by dividing the NAVD 88
 LH0077.geopotential number by the normal gravity value computed on the
 LH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0077.degrees latitude (g = 980.6199 gals.).
 LH0077
 LH0077.The modeled gravity was interpolated from observed gravity values.
 LH0077
 LH0077;                    North         East    Units  Estimated Accuracy
 LH0077;SPC NE       -   117,077.8     630,583.2     MT  (+/- 3 meters HH1 GPS) 
 LH0077
 LH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4631725280(NAD 83)
 LH0077
 LH0077                          SUPERSEDED SURVEY CONTROL
 LH0077
 LH0077  NAVD 88 (06/15/91)  581.137  (m)         1906.61   (f) SUPERSEDED  1 2
 LH0077  NGVD 29 (02/14/92)  580.890  (m)         1905.80   (f) ADJUSTED    1 2
 LH0077  NGVD 29 (??/??/87)  580.890  (m)         1905.80   (f) SUPERSEDED  1 2
 LH0077
 LH0077.Superseded values are not recommended for survey control.
 LH0077
 LH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0077.See file dsdata.pdf to determine how the superseded data were derived.
 LH0077
 LH0077_MARKER: DB = BENCH MARK DISK
 LH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0077_STAMPING: F 279 1949
 LH0077_MARK LOGO: CGS
 LH0077_PROJECTION: PROJECTING 18 CENTIMETERS
 LH0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0077+STABILITY: SURFACE MOTION
 LH0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0077+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2019
 LH0077
 LH0077  HISTORY     - Date     Condition        Report By
 LH0077  HISTORY     - 1949     MONUMENTED       CGS
 LH0077  HISTORY     - 1990     GOOD             USPSQD
 LH0077  HISTORY     - 19910924 GOOD             NGS
 LH0077  HISTORY     - 20190930 GOOD             NE-109
 LH0077
 LH0077                          STATION DESCRIPTION
 LH0077
 LH0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0077'1.1 MI NE FROM ALDA.
 LH0077'1.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0077'STATION AT ALDA, 49.0 SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LH0077'SOUTHEAST SET OF TRACKS, 131.0 FEET NORTH OF THE NORTHEAST
 LH0077'LEG OF A WINDMILL, 72.0 FEET NORTHEAST OF THE CENTER OF A
 LH0077'GATE, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0077'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT
 LH0077'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 LH0077
 LH0077                          STATION RECOVERY (1990)
 LH0077
 LH0077'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0077'RECOVERED IN GOOD CONDITION.
 LH0077
 LH0077                          STATION RECOVERY (1991)
 LH0077
 LH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0077'7.1 KM (4.40 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0077'U.S. HIGHWAY 281 IN GRAND ISLAND, 58.3 M (191.3 FT) SOUTHEAST OF THE
 LH0077'HIGHWAY CENTERLINE, 23.0 M (75.5 FT) NORTHEAST OF THE CENTER OF A
 LH0077'FIELD ENTRANCE, 14.8 M (48.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0077'UNION PACIFIC RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK,
 LH0077'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 LH0077'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LH0077
 LH0077                          STATION RECOVERY (2019)
 LH0077
 LH0077'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0077'MONUMENT FOUND IN GOOD CONDITION, 190.1 FT (57.9 M) SOUTHEAST OF THE
 LH0077'CENTERLINE OF U.S. HIGHWAY 30, 1323.5 FT (403.4 M) EAST OF THE
 LH0077'CENTERLINE OF 60TH ROAD, 47.7 FT (14.5 M) SOUTHEAST OF THE NEAR RAIL
 LH0077'OF THE UNION PACIFIC RAILROAD, 1.9 FT (0.6 M) SOUTHEAST OF AN IRON T
 LH0077'POST, 0.6 FT (18 CM) NORTHWEST OF A WITNESS POST, 1.5 FT (0.5 M)
 LH0077'NORTHEAST OF A CONCRETE POST, 1.0 FT (0.3 M) NORTHWEST OF A FENCE LINE
 LH0077'AND MONUMENT PROJECTS 0.6 FT (18 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0148 ***********************************************************************
 LJ0148  DESIGNATION -  F 28
 LJ0148  PID         -  LJ0148
 LJ0148  STATE/COUNTY-  NE/LINCOLN
 LJ0148  COUNTRY     -  US
 LJ0148  USGS QUAD   -  WELLFLEET (2017)
 LJ0148
 LJ0148                         *CURRENT SURVEY CONTROL
 LJ0148  ______________________________________________________________________
 LJ0148* NAD 83(1986) POSITION- 40 48 03.     (N) 100 39 33.     (W)   SCALED
 LJ0148* NAVD 88 ORTHO HEIGHT -   898.855 (meters)     2948.99  (feet) ADJUSTED
 LJ0148  ______________________________________________________________________
 LJ0148  GEOID HEIGHT    -        -22.827 (meters)                     GEOID18
 LJ0148  DYNAMIC HEIGHT  -        898.297 (meters)     2947.16  (feet) COMP
 LJ0148  MODELED GRAVITY -    979,972.4   (mgal)                       NAVD 88
 LJ0148
 LJ0148  VERT ORDER      -  SECOND    CLASS 0
 LJ0148
 LJ0148.The horizontal coordinates were scaled from a map and have
 LJ0148.an estimated accuracy of +/- 6 seconds.
 LJ0148
 LJ0148.The orthometric height was determined by differential leveling and
 LJ0148.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0148.in June 1994.
 LJ0148
 LJ0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0148.GEOID18 height accuracy estimate available here.
 LJ0148
 LJ0148.Click photographs - Photos may exist for this station.
 LJ0148
 LJ0148.The dynamic height is computed by dividing the NAVD 88
 LJ0148.geopotential number by the normal gravity value computed on the
 LJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0148.degrees latitude (g = 980.6199 gals.).
 LJ0148
 LJ0148.The modeled gravity was interpolated from observed gravity values.
 LJ0148
 LJ0148;                    North         East    Units  Estimated Accuracy
 LJ0148;SPC NE       -   107,630.      444,390.      MT  (+/- 180 meters Scaled)
 LJ0148
 LJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL600179(NAD 83)
 LJ0148
 LJ0148                          SUPERSEDED SURVEY CONTROL
 LJ0148
 LJ0148  NAVD 88 (06/15/91)  898.854  (m)         2948.99   (f) SUPERSEDED  2 0
 LJ0148  NGVD 29 (??/??/92)  898.492  (m)         2947.80   (f) ADJ UNCH    2 0
 LJ0148
 LJ0148.Superseded values are not recommended for survey control.
 LJ0148
 LJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0148.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0148
 LJ0148_MARKER: DB = BENCH MARK DISK
 LJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0148_STAMPING: F 28 1934
 LJ0148_MARK LOGO: CGS
 LJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0148+STABILITY: SURFACE MOTION
 LJ0148
 LJ0148  HISTORY     - Date     Condition        Report By
 LJ0148  HISTORY     - 1934     MONUMENTED       CGS
 LJ0148  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0148  HISTORY     - 19950619 MARK NOT FOUND   NGS
 LJ0148
 LJ0148                          STATION DESCRIPTION
 LJ0148
 LJ0148'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0148'12 MI N FROM MAYWOOD.
 LJ0148'IN LINCOLN COUNTY, 12.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0148'MAYWOOD, FRONTIER COUNTY, NEAR THE MIDDLE OF A CURVE, AT A
 LJ0148'ROAD INTERSECTION, 110 FEET NORTHEAST OF THE CENTERLINE OF THE
 LJ0148'HIGHWAY, 52 FEET WEST OF THE CENTERLINE OF THE ROAD FROM THE
 LJ0148'NORTH, AND 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD FROM THE
 LJ0148'EAST.  A STANDARD DISK, STAMPED F 28 1934 AND SET IN THE TOP OF A
 LJ0148'CONCRETE POST.
 LJ0148
 LJ0148                          STATION RECOVERY (1995)
 LJ0148
 LJ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0148'SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0827 ***********************************************************************
 MJ0827  DESIGNATION -  F 280
 MJ0827  PID         -  MJ0827
 MJ0827  STATE/COUNTY-  NE/SARPY
 MJ0827  COUNTRY     -  US
 MJ0827  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0827
 MJ0827                         *CURRENT SURVEY CONTROL
 MJ0827  ______________________________________________________________________
 MJ0827* NAD 83(1986) POSITION- 41 04 10.     (N) 095 55 40.     (W)   SCALED
 MJ0827* NAVD 88 ORTHO HEIGHT -   305.572 (meters)     1002.53  (feet) ADJUSTED
 MJ0827  ______________________________________________________________________
 MJ0827  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 MJ0827  DYNAMIC HEIGHT  -        305.448 (meters)     1002.12  (feet) COMP
 MJ0827  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 MJ0827
 MJ0827  VERT ORDER      -  SECOND    CLASS 0
 MJ0827
 MJ0827.The horizontal coordinates were scaled from a map and have
 MJ0827.an estimated accuracy of +/- 6 seconds.
 MJ0827
 MJ0827.The orthometric height was determined by differential leveling and
 MJ0827.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0827.in June 1991.
 MJ0827
 MJ0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0827.GEOID18 height accuracy estimate available here.
 MJ0827
 MJ0827.Click photographs - Photos may exist for this station.
 MJ0827
 MJ0827.The dynamic height is computed by dividing the NAVD 88
 MJ0827.geopotential number by the normal gravity value computed on the
 MJ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0827.degrees latitude (g = 980.6199 gals.).
 MJ0827
 MJ0827.The modeled gravity was interpolated from observed gravity values.
 MJ0827
 MJ0827;                    North         East    Units  Estimated Accuracy
 MJ0827;SPC NE       -   145,300.      842,020.      MT  (+/- 180 meters Scaled)
 MJ0827
 MJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540505(NAD 83)
 MJ0827
 MJ0827                          SUPERSEDED SURVEY CONTROL
 MJ0827
 MJ0827  NGVD 29 (??/??/92)  305.481  (m)         1002.23   (f) ADJ UNCH    2 0
 MJ0827
 MJ0827.Superseded values are not recommended for survey control.
 MJ0827
 MJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0827.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0827
 MJ0827_MARKER: DB = BENCH MARK DISK
 MJ0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0827_SP_SET: OVERPASS
 MJ0827_STAMPING: F 280 1950
 MJ0827_MARK LOGO: CGS
 MJ0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0827
 MJ0827  HISTORY     - Date     Condition        Report By
 MJ0827  HISTORY     - 1950     MONUMENTED       CGS
 MJ0827  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 MJ0827
 MJ0827                          STATION DESCRIPTION
 MJ0827
 MJ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0827'AT LA PLATTE.
 MJ0827'AT LA PLATTE, 0.25 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE POST
 MJ0827'OFFICE, 16 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAYS 75 AND
 MJ0827'73, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF AN
 MJ0827'OVERPASS, 3 FEET WEST OF THE NORTH END OF THE WEST GUARD RAIL,
 MJ0827'6 FEET EAST OF THE WEST END OF THE ABUTMENT, 0.5 FOOT ABOVE
 MJ0827'THE LEVEL OF THE HIGHWAY.
 MJ0827
 MJ0827                          STATION RECOVERY (1975)
 MJ0827
 MJ0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0827'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0330 ***********************************************************************
 ML0330  DESIGNATION -  F 281
 ML0330  PID         -  ML0330
 ML0330  STATE/COUNTY-  NE/HOWARD
 ML0330  COUNTRY     -  US
 ML0330  USGS QUAD   -  BOELUS (2017)
 ML0330
 ML0330                         *CURRENT SURVEY CONTROL
 ML0330  ______________________________________________________________________
 ML0330* NAD 83(1986) POSITION- 41 04 34.     (N) 098 44 55.     (W)   SCALED
 ML0330* NAVD 88 ORTHO HEIGHT -   591.621 (meters)     1941.01  (feet) ADJUSTED
 ML0330  ______________________________________________________________________
 ML0330  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 ML0330  DYNAMIC HEIGHT  -        591.316 (meters)     1940.01  (feet) COMP
 ML0330  MODELED GRAVITY -    980,090.6   (mgal)                       NAVD 88
 ML0330
 ML0330  VERT ORDER      -  FIRST     CLASS II
 ML0330
 ML0330.The horizontal coordinates were scaled from a map and have
 ML0330.an estimated accuracy of +/- 6 seconds.
 ML0330
 ML0330.The orthometric height was determined by differential leveling and
 ML0330.adjusted by the NATIONAL GEODETIC SURVEY
 ML0330.in June 1991.
 ML0330
 ML0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0330.GEOID18 height accuracy estimate available here.
 ML0330
 ML0330.Click photographs - Photos may exist for this station.
 ML0330
 ML0330.The dynamic height is computed by dividing the NAVD 88
 ML0330.geopotential number by the normal gravity value computed on the
 ML0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0330.degrees latitude (g = 980.6199 gals.).
 ML0330
 ML0330.The modeled gravity was interpolated from observed gravity values.
 ML0330
 ML0330;                    North         East    Units  Estimated Accuracy
 ML0330;SPC NE       -   138,740.      605,130.      MT  (+/- 180 meters Scaled)
 ML0330
 ML0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL211472(NAD 83)
 ML0330
 ML0330                          SUPERSEDED SURVEY CONTROL
 ML0330
 ML0330  NGVD 29 (??/??/92)  591.383  (m)         1940.23   (f) ADJ UNCH    1 2
 ML0330
 ML0330.Superseded values are not recommended for survey control.
 ML0330
 ML0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0330.See file dsdata.pdf to determine how the superseded data were derived.
 ML0330
 ML0330_MARKER: DB = BENCH MARK DISK
 ML0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0330_STAMPING: F 281 1949
 ML0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0330+STABILITY: SURFACE MOTION
 ML0330
 ML0330  HISTORY     - Date     Condition        Report By
 ML0330  HISTORY     - 1949     MONUMENTED       CGS
 ML0330
 ML0330                          STATION DESCRIPTION
 ML0330
 ML0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0330'1.7 MI W FROM BOELUS.
 ML0330'1.7 MILES WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0330'RAILROAD STATION AT BOELUS, AT A T-JUNCTION OF ROADS, AT THE
 ML0330'SOUTHWEST CORNER OF SECTION 19, T. 13 N., R. 12 W., ALONG THE
 ML0330'SOUTH EDGE OF A ROW OF TREES, 80 FEET NORTH OF THE CENTER LINE OF
 ML0330'THE HIGHWAY, 85 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 ML0330'NORTH, 59 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH END OF A
 ML0330'PIPE CULVERT, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0330'5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND, 1.5 FEET WEST OF
 ML0330'A REFERENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0269 ***********************************************************************
 ML0269  DESIGNATION -  F 282
 ML0269  PID         -  ML0269
 ML0269  STATE/COUNTY-  NE/HOWARD
 ML0269  COUNTRY     -  US
 ML0269  USGS QUAD   -  SAINT PAUL (2017)
 ML0269
 ML0269                         *CURRENT SURVEY CONTROL
 ML0269  ______________________________________________________________________
 ML0269* NAD 83(1986) POSITION- 41 12 23.     (N) 098 28 49.     (W)   SCALED
 ML0269* NAVD 88 ORTHO HEIGHT -   557.267 (meters)     1828.30  (feet) ADJUSTED
 ML0269  ______________________________________________________________________
 ML0269  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 ML0269  DYNAMIC HEIGHT  -        556.986 (meters)     1827.38  (feet) COMP
 ML0269  MODELED GRAVITY -    980,101.8   (mgal)                       NAVD 88
 ML0269
 ML0269  VERT ORDER      -  SECOND    CLASS 0
 ML0269
 ML0269.The horizontal coordinates were scaled from a map and have
 ML0269.an estimated accuracy of +/- 6 seconds.
 ML0269
 ML0269.The orthometric height was determined by differential leveling and
 ML0269.adjusted by the NATIONAL GEODETIC SURVEY
 ML0269.in June 1991.
 ML0269
 ML0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0269.GEOID18 height accuracy estimate available here.
 ML0269
 ML0269.Click photographs - Photos may exist for this station.
 ML0269
 ML0269.The dynamic height is computed by dividing the NAVD 88
 ML0269.geopotential number by the normal gravity value computed on the
 ML0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0269.degrees latitude (g = 980.6199 gals.).
 ML0269
 ML0269.The modeled gravity was interpolated from observed gravity values.
 ML0269
 ML0269;                    North         East    Units  Estimated Accuracy
 ML0269;SPC NE       -   153,560.      627,410.      MT  (+/- 180 meters Scaled)
 ML0269
 ML0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL435617(NAD 83)
 ML0269
 ML0269                          SUPERSEDED SURVEY CONTROL
 ML0269
 ML0269  NGVD 29 (??/??/92)  557.021  (m)         1827.49   (f) ADJ UNCH    2 0
 ML0269
 ML0269.Superseded values are not recommended for survey control.
 ML0269
 ML0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0269.See file dsdata.pdf to determine how the superseded data were derived.
 ML0269
 ML0269_MARKER: DB = BENCH MARK DISK
 ML0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0269_STAMPING: F 282 1949
 ML0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0269+STABILITY: SURFACE MOTION
 ML0269
 ML0269  HISTORY     - Date     Condition        Report By
 ML0269  HISTORY     - 1949     MONUMENTED       CGS
 ML0269
 ML0269                          STATION DESCRIPTION
 ML0269
 ML0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0269'1.8 MI SW FROM ST PAUL.
 ML0269'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0269'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0269'NORTHEAST CORNER OF SECTION 8, T. 14 N., R. 10 W., IN THE
 ML0269'SOUTHWEST QUARTER OF A ROAD CROSSING, ON THE WEST SIDE OF
 ML0269'THE NORTH-SOUTH ROAD FROM A R.E.A. TRANSFORMER STATION,
 ML0269'33 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 ML0269'18 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3 FEET
 ML0269'SOUTHEAST OF A CORNER FENCE POST, 2.5 FEET EAST OF A FENCE,
 ML0269'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0269'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE THE
 ML0269'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0429 ***********************************************************************
 ML0429  DESIGNATION -  F 283
 ML0429  PID         -  ML0429
 ML0429  STATE/COUNTY-  NE/HOWARD
 ML0429  COUNTRY     -  US
 ML0429  USGS QUAD   -  DANNEBROG (2017)
 ML0429
 ML0429                         *CURRENT SURVEY CONTROL
 ML0429  ______________________________________________________________________
 ML0429* NAD 83(1986) POSITION- 41 06 18.     (N) 098 36 50.     (W)   SCALED
 ML0429* NAVD 88 ORTHO HEIGHT -   597.321 (meters)     1959.71  (feet) ADJUSTED
 ML0429  ______________________________________________________________________
 ML0429  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 ML0429  DYNAMIC HEIGHT  -        597.019 (meters)     1958.72  (feet) COMP
 ML0429  MODELED GRAVITY -    980,098.9   (mgal)                       NAVD 88
 ML0429
 ML0429  VERT ORDER      -  SECOND    CLASS 0
 ML0429
 ML0429.The horizontal coordinates were scaled from a map and have
 ML0429.an estimated accuracy of +/- 6 seconds.
 ML0429
 ML0429.The orthometric height was determined by differential leveling and
 ML0429.adjusted by the NATIONAL GEODETIC SURVEY
 ML0429.in June 1991.
 ML0429
 ML0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0429.GEOID18 height accuracy estimate available here.
 ML0429
 ML0429.Click photographs - Photos may exist for this station.
 ML0429
 ML0429.The dynamic height is computed by dividing the NAVD 88
 ML0429.geopotential number by the normal gravity value computed on the
 ML0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0429.degrees latitude (g = 980.6199 gals.).
 ML0429
 ML0429.The modeled gravity was interpolated from observed gravity values.
 ML0429
 ML0429;                    North         East    Units  Estimated Accuracy
 ML0429;SPC NE       -   142,120.      616,390.      MT  (+/- 180 meters Scaled)
 ML0429
 ML0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324504(NAD 83)
 ML0429
 ML0429                          SUPERSEDED SURVEY CONTROL
 ML0429
 ML0429  NGVD 29 (??/??/92)  597.083  (m)         1958.93   (f) ADJ UNCH    2 0
 ML0429
 ML0429.Superseded values are not recommended for survey control.
 ML0429
 ML0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0429.See file dsdata.pdf to determine how the superseded data were derived.
 ML0429
 ML0429_MARKER: DB = BENCH MARK DISK
 ML0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0429_STAMPING: F 283 1949
 ML0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0429+STABILITY: SURFACE MOTION
 ML0429
 ML0429  HISTORY     - Date     Condition        Report By
 ML0429  HISTORY     - 1949     MONUMENTED       CGS
 ML0429
 ML0429                          STATION DESCRIPTION
 ML0429
 ML0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0429'2.5 MI S FROM NYSTED.
 ML0429'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0429'NYSTED, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY NO. 58 AND
 ML0429'STATE HIGHWAY NO. 60, AT THE NORTHWEST CORNER OF SECTION 17,
 ML0429'T. 13 N., R. 11 W., IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD
 ML0429'CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 ML0429'ROAD, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 ML0429'SOUTH OF A CORNER FENCE POST, 1.4 FEET WEST OF A FENCE, 1.7 FEET
 ML0429'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0429'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0053 ***********************************************************************
 LH0053  DESIGNATION -  F 285
 LH0053  PID         -  LH0053
 LH0053  STATE/COUNTY-  NE/HALL
 LH0053  COUNTRY     -  US
 LH0053  USGS QUAD   -  GRAND ISLAND (2017)
 LH0053
 LH0053                         *CURRENT SURVEY CONTROL
 LH0053  ______________________________________________________________________
 LH0053* NAD 83(1986) POSITION- 40 53 34.     (N) 098 20 18.     (W)   SCALED
 LH0053* NAVD 88 ORTHO HEIGHT -   564.441 (meters)     1851.84  (feet) ADJUSTED
 LH0053  ______________________________________________________________________
 LH0053  GEOID HEIGHT    -        -25.082 (meters)                     GEOID18
 LH0053  DYNAMIC HEIGHT  -        564.142 (meters)     1850.86  (feet) COMP
 LH0053  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 LH0053
 LH0053  VERT ORDER      -  FIRST     CLASS II
 LH0053
 LH0053.The horizontal coordinates were scaled from a map and have
 LH0053.an estimated accuracy of +/- 6 seconds.
 LH0053
 LH0053.The orthometric height was determined by differential leveling and
 LH0053.adjusted by the NATIONAL GEODETIC SURVEY
 LH0053.in June 1991.
 LH0053
 LH0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0053.GEOID18 height accuracy estimate available here.
 LH0053
 LH0053.Click photographs - Photos may exist for this station.
 LH0053
 LH0053.The dynamic height is computed by dividing the NAVD 88
 LH0053.geopotential number by the normal gravity value computed on the
 LH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0053.degrees latitude (g = 980.6199 gals.).
 LH0053
 LH0053.The modeled gravity was interpolated from observed gravity values.
 LH0053
 LH0053;                    North         East    Units  Estimated Accuracy
 LH0053;SPC NE       -   118,970.      639,980.      MT  (+/- 180 meters Scaled)
 LH0053
 LH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL557270(NAD 83)
 LH0053
 LH0053                          SUPERSEDED SURVEY CONTROL
 LH0053
 LH0053  NGVD 29 (??/??/92)  564.196  (m)         1851.03   (f) ADJ UNCH    1 2
 LH0053
 LH0053.Superseded values are not recommended for survey control.
 LH0053
 LH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0053.See file dsdata.pdf to determine how the superseded data were derived.
 LH0053
 LH0053_MARKER: DB = BENCH MARK DISK
 LH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0053_STAMPING: F 285 1949
 LH0053_MARK LOGO: CGS
 LH0053_PROJECTION: FLUSH
 LH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0053+STABILITY: SURFACE MOTION
 LH0053
 LH0053  HISTORY     - Date     Condition        Report By
 LH0053  HISTORY     - 1949     MONUMENTED       CGS
 LH0053
 LH0053                          STATION DESCRIPTION
 LH0053
 LH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0053'5.3 MI S FROM GRAND ISLAND.
 LH0053'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0053'AT GRAND ISLAND, THENCE 1.5 MILES EAST ALONG A COUNTY ROAD,
 LH0053'THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAYS NO. 34 AND 281 AND
 LH0053'STATE HIGHWAY NO. 2, AT THE NEW CENTRAL AIRPORT, AT THE WEST
 LH0053'END OF THE EAST-WEST RUNWAY, 181 FEET EAST OF THE CENTER LINE
 LH0053'OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF THE RUNWAY,
 LH0053'2.7 FEET EAST OF THE NORTHEAST CORNER OF A RED BUILDING, SET IN
 LH0053'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND LEVEL WITH
 LH0053'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0106 ***********************************************************************
 LH0106  DESIGNATION -  F 286
 LH0106  PID         -  LH0106
 LH0106  STATE/COUNTY-  NE/HALL
 LH0106  COUNTRY     -  US
 LH0106  USGS QUAD   -  ALDA (2017)
 LH0106
 LH0106                         *CURRENT SURVEY CONTROL
 LH0106  ______________________________________________________________________
 LH0106* NAD 83(1986) POSITION- 40 45 52.     (N) 098 28 32.     (W)   SCALED
 LH0106* NAVD 88 ORTHO HEIGHT -   586.112 (meters)     1922.94  (feet) ADJUSTED
 LH0106  ______________________________________________________________________
 LH0106  GEOID HEIGHT    -        -24.998 (meters)                     GEOID18
 LH0106  DYNAMIC HEIGHT  -        585.793 (meters)     1921.89  (feet) COMP
 LH0106  MODELED GRAVITY -    980,062.2   (mgal)                       NAVD 88
 LH0106
 LH0106  VERT ORDER      -  SECOND    CLASS 0
 LH0106
 LH0106.The horizontal coordinates were scaled from a map and have
 LH0106.an estimated accuracy of +/- 6 seconds.
 LH0106
 LH0106.The orthometric height was determined by differential leveling and
 LH0106.adjusted by the NATIONAL GEODETIC SURVEY
 LH0106.in June 1991.
 LH0106
 LH0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0106.GEOID18 height accuracy estimate available here.
 LH0106
 LH0106.Click photographs - Photos may exist for this station.
 LH0106
 LH0106.The dynamic height is computed by dividing the NAVD 88
 LH0106.geopotential number by the normal gravity value computed on the
 LH0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0106.degrees latitude (g = 980.6199 gals.).
 LH0106
 LH0106.The modeled gravity was interpolated from observed gravity values.
 LH0106
 LH0106;                    North         East    Units  Estimated Accuracy
 LH0106;SPC NE       -   104,510.      628,680.      MT  (+/- 180 meters Scaled)
 LH0106
 LH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL442127(NAD 83)
 LH0106
 LH0106                          SUPERSEDED SURVEY CONTROL
 LH0106
 LH0106  NGVD 29 (??/??/92)  585.866  (m)         1922.13   (f) ADJ UNCH    2 0
 LH0106
 LH0106.Superseded values are not recommended for survey control.
 LH0106
 LH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0106.See file dsdata.pdf to determine how the superseded data were derived.
 LH0106
 LH0106_MARKER: DB = BENCH MARK DISK
 LH0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0106_STAMPING: F 286 1949
 LH0106_MARK LOGO: CGS
 LH0106_PROJECTION: FLUSH
 LH0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0106+STABILITY: SURFACE MOTION
 LH0106
 LH0106  HISTORY     - Date     Condition        Report By
 LH0106  HISTORY     - 1949     MONUMENTED       CGS
 LH0106
 LH0106                          STATION DESCRIPTION
 LH0106
 LH0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0106'5.6 MI SW FROM DONIPHAN.
 LH0106'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0106'RAILROAD STATION AT DONIPHAN, THENCE 4.2 MILES WEST ALONG A
 LH0106'GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0106'1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF EDDIE
 LH0106'STULKEM AND OCCUPIED BY L.B. MC ALL, 72.0 FEET NORTHEAST OF THE
 LH0106'NORTHEAST CORNER OF THE HOUSE, 88.0 FEET SOUTH OF THE SOUTHEAST
 LH0106'CORNER OF THE BARN, 42 FEET NORTHEAST OF THE CENTER LINE OF A
 LH0106'PRIVATE DRIVEWAY, 4.4 FEET EAST OF A POWER TRANSMISSION LINE POLE
 LH0106'BEARING A LIGHT METER AND A YARD LIGHT, AND SET IN THE TOP OF A
 LH0106'5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LH0106'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0488 ***********************************************************************
 LH0488  DESIGNATION -  F 287
 LH0488  PID         -  LH0488
 LH0488  STATE/COUNTY-  NE/BUFFALO
 LH0488  COUNTRY     -  US
 LH0488  USGS QUAD   -  DENMAN (2017)
 LH0488
 LH0488                         *CURRENT SURVEY CONTROL
 LH0488  ______________________________________________________________________
 LH0488* NAD 83(1986) POSITION- 40 41 57.     (N) 098 44 22.     (W)   SCALED
 LH0488* NAVD 88 ORTHO HEIGHT -   616.344 (meters)     2022.12  (feet) ADJUSTED
 LH0488  ______________________________________________________________________
 LH0488  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 LH0488  DYNAMIC HEIGHT  -        616.001 (meters)     2021.00  (feet) COMP
 LH0488  MODELED GRAVITY -    980,048.0   (mgal)                       NAVD 88
 LH0488
 LH0488  VERT ORDER      -  SECOND    CLASS 0
 LH0488
 LH0488.The horizontal coordinates were scaled from a map and have
 LH0488.an estimated accuracy of +/- 6 seconds.
 LH0488
 LH0488.The orthometric height was determined by differential leveling and
 LH0488.adjusted by the NATIONAL GEODETIC SURVEY
 LH0488.in June 1991.
 LH0488
 LH0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0488.GEOID18 height accuracy estimate available here.
 LH0488
 LH0488.Click photographs - Photos may exist for this station.
 LH0488
 LH0488.The dynamic height is computed by dividing the NAVD 88
 LH0488.geopotential number by the normal gravity value computed on the
 LH0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0488.degrees latitude (g = 980.6199 gals.).
 LH0488
 LH0488.The modeled gravity was interpolated from observed gravity values.
 LH0488
 LH0488;                    North         East    Units  Estimated Accuracy
 LH0488;SPC NE       -    96,910.      606,510.      MT  (+/- 180 meters Scaled)
 LH0488
 LH0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL220053(NAD 83)
 LH0488
 LH0488                          SUPERSEDED SURVEY CONTROL
 LH0488
 LH0488  NGVD 29 (??/??/92)  616.090  (m)         2021.29   (f) ADJ UNCH    2 0
 LH0488
 LH0488.Superseded values are not recommended for survey control.
 LH0488
 LH0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0488.See file dsdata.pdf to determine how the superseded data were derived.
 LH0488
 LH0488_MARKER: DB = BENCH MARK DISK
 LH0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0488_STAMPING: F 287 1949
 LH0488_MARK LOGO: CGS
 LH0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0488+STABILITY: SURFACE MOTION
 LH0488
 LH0488  HISTORY     - Date     Condition        Report By
 LH0488  HISTORY     - 1949     MONUMENTED       CGS
 LH0488
 LH0488                          STATION DESCRIPTION
 LH0488
 LH0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0488'0.8 MI W FROM DENMAN.
 LH0488'0.8 MILE WEST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0488'AT DENMAN, AT A VACANT FARMHOUSE, 240 FEET EAST OF THE CENTER
 LH0488'LINE OF A T ROAD LEADING NORTH, 189 FEET NORTH OF THE CENTER
 LH0488'LINE OF AN EAST-WEST ROAD, 101.0 FEET NORTHEAST OF THE NORTHEAST
 LH0488'CORNER OF THE HOUSE, 2.0 FEET SOUTH OF THE SOUTHWEST CORNER
 LH0488'OF THE CORNCRIB, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0488'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0497 ***********************************************************************
 LH0497  DESIGNATION -  F 288
 LH0497  PID         -  LH0497
 LH0497  STATE/COUNTY-  NE/ADAMS
 LH0497  COUNTRY     -  US
 LH0497  USGS QUAD   -  KENESAW (2017)
 LH0497
 LH0497                         *CURRENT SURVEY CONTROL
 LH0497  ______________________________________________________________________
 LH0497* NAD 83(1986) POSITION- 40 30 34.     (N) 098 43 26.     (W)   SCALED
 LH0497* NAVD 88 ORTHO HEIGHT -   623.152 (meters)     2044.46  (feet) ADJUSTED
 LH0497  ______________________________________________________________________
 LH0497  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 LH0497  DYNAMIC HEIGHT  -        622.790 (meters)     2043.27  (feet) COMP
 LH0497  MODELED GRAVITY -    980,024.8   (mgal)                       NAVD 88
 LH0497
 LH0497  VERT ORDER      -  SECOND    CLASS 0
 LH0497
 LH0497.The horizontal coordinates were scaled from a map and have
 LH0497.an estimated accuracy of +/- 6 seconds.
 LH0497
 LH0497.The orthometric height was determined by differential leveling and
 LH0497.adjusted by the NATIONAL GEODETIC SURVEY
 LH0497.in June 1991.
 LH0497
 LH0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0497.GEOID18 height accuracy estimate available here.
 LH0497
 LH0497.Click photographs - Photos may exist for this station.
 LH0497
 LH0497.The dynamic height is computed by dividing the NAVD 88
 LH0497.geopotential number by the normal gravity value computed on the
 LH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0497.degrees latitude (g = 980.6199 gals.).
 LH0497
 LH0497.The modeled gravity was interpolated from observed gravity values.
 LH0497
 LH0497;                    North         East    Units  Estimated Accuracy
 LH0497;SPC NE       -    75,870.      608,130.      MT  (+/- 180 meters Scaled)
 LH0497
 LH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233843(NAD 83)
 LH0497
 LH0497                          SUPERSEDED SURVEY CONTROL
 LH0497
 LH0497  NGVD 29 (??/??/92)  622.904  (m)         2043.64   (f) ADJ UNCH    2 0
 LH0497
 LH0497.Superseded values are not recommended for survey control.
 LH0497
 LH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0497.See file dsdata.pdf to determine how the superseded data were derived.
 LH0497
 LH0497_MARKER: DB = BENCH MARK DISK
 LH0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0497_STAMPING: F 288 1949
 LH0497_MARK LOGO: CGS
 LH0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0497+STABILITY: SURFACE MOTION
 LH0497
 LH0497  HISTORY     - Date     Condition        Report By
 LH0497  HISTORY     - 1949     MONUMENTED       CGS
 LH0497
 LH0497                          STATION DESCRIPTION
 LH0497
 LH0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0497'7.8 MI N FROM NORMAN.
 LH0497'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0497'SCHOOL AT NORMAN, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY
 LH0497'74, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0
 LH0497'MILE WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 LH0497'ROAD, 48 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 26
 LH0497'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.0 FEET
 LH0497'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0497'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0479 ***********************************************************************
 LH0479  DESIGNATION -  F 289
 LH0479  PID         -  LH0479
 LH0479  STATE/COUNTY-  NE/BUFFALO
 LH0479  COUNTRY     -  US
 LH0479  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0479
 LH0479                         *CURRENT SURVEY CONTROL
 LH0479  ______________________________________________________________________
 LH0479* NAD 83(1986) POSITION- 40 41 58.     (N) 098 50 42.     (W)   SCALED
 LH0479* NAVD 88 ORTHO HEIGHT -   626.665 (meters)     2055.98  (feet) ADJUSTED
 LH0479  ______________________________________________________________________
 LH0479  GEOID HEIGHT    -        -24.683 (meters)                     GEOID18
 LH0479  DYNAMIC HEIGHT  -        626.313 (meters)     2054.83  (feet) COMP
 LH0479  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 LH0479
 LH0479  VERT ORDER      -  SECOND    CLASS 0
 LH0479
 LH0479.The horizontal coordinates were scaled from a map and have
 LH0479.an estimated accuracy of +/- 6 seconds.
 LH0479
 LH0479.The orthometric height was determined by differential leveling and
 LH0479.adjusted by the NATIONAL GEODETIC SURVEY
 LH0479.in June 1991.
 LH0479
 LH0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0479.GEOID18 height accuracy estimate available here.
 LH0479
 LH0479.Click photographs - Photos may exist for this station.
 LH0479
 LH0479.The dynamic height is computed by dividing the NAVD 88
 LH0479.geopotential number by the normal gravity value computed on the
 LH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0479.degrees latitude (g = 980.6199 gals.).
 LH0479
 LH0479.The modeled gravity was interpolated from observed gravity values.
 LH0479
 LH0479;                    North         East    Units  Estimated Accuracy
 LH0479;SPC NE       -    96,820.      597,590.      MT  (+/- 180 meters Scaled)
 LH0479
 LH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130054(NAD 83)
 LH0479
 LH0479                          SUPERSEDED SURVEY CONTROL
 LH0479
 LH0479  NGVD 29 (??/??/92)  626.408  (m)         2055.14   (f) ADJ UNCH    2 0
 LH0479
 LH0479.Superseded values are not recommended for survey control.
 LH0479
 LH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0479.See file dsdata.pdf to determine how the superseded data were derived.
 LH0479
 LH0479_MARKER: DB = BENCH MARK DISK
 LH0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0479_STAMPING: F 289 1949
 LH0479_MARK LOGO: CGS
 LH0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0479+STABILITY: SURFACE MOTION
 LH0479
 LH0479  HISTORY     - Date     Condition        Report By
 LH0479  HISTORY     - 1949     MONUMENTED       CGS
 LH0479
 LH0479                          STATION DESCRIPTION
 LH0479
 LH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0479'3.2 MI S FROM GIBBON.
 LH0479'3.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0479'GIBBON, 198 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 LH0479'190.0 FEET NORTH OF THE NORTHWEST CORNER OF A BRIDGE WHICH IS
 LH0479'ON THE EAST-WEST ROAD, 46 FEET EAST OF THE CENTER LINE OF A
 LH0479'NORTH-SOUTH ROAD, 17.0 FEET SOUTH OF A 36-INCH COTTONWOOD TREE,
 LH0479'14.5 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST,
 LH0479'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 LH0479'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0480 ***********************************************************************
 LH0480  DESIGNATION -  F 289 RESET
 LH0480  PID         -  LH0480
 LH0480  STATE/COUNTY-  NE/BUFFALO
 LH0480  COUNTRY     -  US
 LH0480  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0480
 LH0480                         *CURRENT SURVEY CONTROL
 LH0480  ______________________________________________________________________
 LH0480* NAD 83(1986) POSITION- 40 41 58.     (N) 098 50 42.     (W)   SCALED
 LH0480* NAVD 88 ORTHO HEIGHT -   626.73  (meters)     2056.2   (feet) RESET
 LH0480  ______________________________________________________________________
 LH0480  GEOID HEIGHT    -        -24.683 (meters)                     GEOID18
 LH0480  VERT ORDER      -  THIRD
 LH0480
 LH0480.The horizontal coordinates were scaled from a map and have
 LH0480.an estimated accuracy of +/- 6 seconds.
 LH0480
 LH0480.The orthometric height was computed from unverified reset data.
 LH0480
 LH0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0480.GEOID18 height accuracy estimate available here.
 LH0480
 LH0480.Click photographs - Photos may exist for this station.
 LH0480
 LH0480;                    North         East    Units  Estimated Accuracy
 LH0480;SPC NE       -    96,820.      597,590.      MT  (+/- 180 meters Scaled)
 LH0480
 LH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130054(NAD 83)
 LH0480
 LH0480                          SUPERSEDED SURVEY CONTROL
 LH0480
 LH0480  NGVD 29 (??/??/??)  626.47   (m)         2055.3    (f) RESET       3  
 LH0480
 LH0480.Superseded values are not recommended for survey control.
 LH0480
 LH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0480.See file dsdata.pdf to determine how the superseded data were derived.
 LH0480
 LH0480_MARKER: DB = BENCH MARK DISK
 LH0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0480_SP_SET: CULVERT HEADWALL
 LH0480_STAMPING: F 289 RESET 1965
 LH0480_MARK LOGO: CGS
 LH0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0480+STABILITY: SURFACE MOTION
 LH0480
 LH0480  HISTORY     - Date     Condition        Report By
 LH0480  HISTORY     - 1965     MONUMENTED       LOCENG
 LH0480
 LH0480                          STATION DESCRIPTION
 LH0480
 LH0480'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 LH0480'3.2 MI S FROM GIBBON.
 LH0480'ABOUT 3.2 MILES SOUTH ALONG A MACADAM ROAD FROM THE HIGH SCHOOL
 LH0480'AT GIBBON, IN THE SOUTHWEST QUADRANT OF INTERSTATE HIGHWAY 80
 LH0480'INTERCHANGE, ON THE TOP OF THE SOUTH HEADWALL OF A CONCRETE
 LH0480'CULVERT AND 1 FOOT WEST OF THE EAST END.  25 FEET SOUTH OF THE
 LH0480'CENTERLINE OF THE INTERCHANGE ROAD AND 135 FEET WEST OF THE
 LH0480'CENTERLINE OF THE MACADAM ROAD, AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0814 ***********************************************************************
 MK0814  DESIGNATION -  F 290
 MK0814  PID         -  MK0814
 MK0814  STATE/COUNTY-  NE/SARPY
 MK0814  COUNTRY     -  US
 MK0814  USGS QUAD   -  SPRINGFIELD (2017)
 MK0814
 MK0814                         *CURRENT SURVEY CONTROL
 MK0814  ______________________________________________________________________
 MK0814* NAD 83(1986) POSITION- 41 02 42.     (N) 096 09 27.     (W)   SCALED
 MK0814* NAVD 88 ORTHO HEIGHT -   340.278 (meters)     1116.40  (feet) ADJUSTED
 MK0814  ______________________________________________________________________
 MK0814  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 MK0814  DYNAMIC HEIGHT  -        340.142 (meters)     1115.95  (feet) COMP
 MK0814  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 MK0814
 MK0814  VERT ORDER      -  SECOND    CLASS 0
 MK0814
 MK0814.The horizontal coordinates were scaled from a map and have
 MK0814.an estimated accuracy of +/- 6 seconds.
 MK0814
 MK0814.The orthometric height was determined by differential leveling and
 MK0814.adjusted by the NATIONAL GEODETIC SURVEY
 MK0814.in June 1991.
 MK0814
 MK0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0814.GEOID18 height accuracy estimate available here.
 MK0814
 MK0814.Click photographs - Photos may exist for this station.
 MK0814
 MK0814.The dynamic height is computed by dividing the NAVD 88
 MK0814.geopotential number by the normal gravity value computed on the
 MK0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0814.degrees latitude (g = 980.6199 gals.).
 MK0814
 MK0814.The modeled gravity was interpolated from observed gravity values.
 MK0814
 MK0814;                    North         East    Units  Estimated Accuracy
 MK0814;SPC NE       -   141,700.      822,860.      MT  (+/- 180 meters Scaled)
 MK0814
 MK0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL389476(NAD 83)
 MK0814
 MK0814                          SUPERSEDED SURVEY CONTROL
 MK0814
 MK0814  NGVD 29 (??/??/92)  340.181  (m)         1116.08   (f) ADJ UNCH    2 0
 MK0814
 MK0814.Superseded values are not recommended for survey control.
 MK0814
 MK0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0814.See file dsdata.pdf to determine how the superseded data were derived.
 MK0814
 MK0814_MARKER: DB = BENCH MARK DISK
 MK0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0814_STAMPING: F 290 1950
 MK0814_MARK LOGO: CGS
 MK0814_PROJECTION: FLUSH
 MK0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0814+STABILITY: SURFACE MOTION
 MK0814
 MK0814  HISTORY     - Date     Condition        Report By
 MK0814  HISTORY     - 1950     MONUMENTED       CGS
 MK0814
 MK0814                          STATION DESCRIPTION
 MK0814
 MK0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0814'4.5 MI N FROM LOUISVILLE.
 MK0814'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0814'AT LOUISVILLE, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 34 FEET
 MK0814'SOUTHEAST OF THE NORTHEAST CORNER OF THE B.R. CAIN FARMHOUSE, 34.5
 MK0814'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 113 FEET
 MK0814'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14 FEET WEST
 MK0814'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 20 FEET NORTH OF THE
 MK0814'CENTER OF A GATE, 6 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF
 MK0814'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK0814'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0815 ***********************************************************************
 MK0815  DESIGNATION -  F 290 RESET
 MK0815  PID         -  MK0815
 MK0815  STATE/COUNTY-  NE/SARPY
 MK0815  COUNTRY     -  US
 MK0815  USGS QUAD   -  SPRINGFIELD (2017)
 MK0815
 MK0815                         *CURRENT SURVEY CONTROL
 MK0815  ______________________________________________________________________
 MK0815* NAD 83(1986) POSITION- 41 02 43.25   (N) 096 09 27.23   (W)   HD_HELD1
 MK0815* NAVD 88 ORTHO HEIGHT -   338.89  (meters)     1111.8   (feet) RESET
 MK0815  ______________________________________________________________________
 MK0815  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 MK0815  VERT ORDER      -  THIRD
 MK0815
 MK0815.The horizontal coordinates were determined by differentially corrected
 MK0815.hand held GPS observations or other comparable positioning techniques
 MK0815.and have an estimated accuracy of +/- 3 meters.
 MK0815
 MK0815.The orthometric height was computed from unverified reset data.
 MK0815
 MK0815.No vertical observational check was made to the station.
 MK0815
 MK0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0815.GEOID18 height accuracy estimate available here.
 MK0815
 MK0815.Click photographs - Photos may exist for this station.
 MK0815
 MK0815;                    North         East    Units  Estimated Accuracy
 MK0815;SPC NE       -   141,740.8     822,856.2     MT  (+/- 3 meters HH1 GPS) 
 MK0815
 MK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3890247684(NAD 83)
 MK0815
 MK0815                          SUPERSEDED SURVEY CONTROL
 MK0815
 MK0815  NGVD 29 (01/31/13)  338.79   (m)         1111.5    (f) RESET       3  
 MK0815
 MK0815.Superseded values are not recommended for survey control.
 MK0815
 MK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0815.See file dsdata.pdf to determine how the superseded data were derived.
 MK0815
 MK0815_MARKER: DV = VERTICAL CONTROL DISK
 MK0815_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MK0815+WITH SETTING: INTO GROUND
 MK0815_STAMPING: F 290 RESET 1973
 MK0815_MARK LOGO: NGS
 MK0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0815+STABILITY: SURFACE MOTION
 MK0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0815+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 MK0815
 MK0815  HISTORY     - Date     Condition        Report By
 MK0815  HISTORY     - 1973     MONUMENTED       NGS
 MK0815  HISTORY     - 20130723 GOOD             THOMDD
 MK0815
 MK0815                          STATION DESCRIPTION
 MK0815
 MK0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MK0815'4.5 MI N FROM LOUISVILLE.
 MK0815'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0815'AT LOUISVILLE, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN
 MK0815'THE FARM YARD OF MR. EMERY L. BUSKIRK, 41 FEET SOUTH OF THE
 MK0815'CENTER OF THE GRAVELED ROAD, 42 FEET EAST OF A 16-INCH CEDAR
 MK0815'TREE, 23 FEET EAST OF THE CENTER OF THE DRIVEWAY, 6 FEET SOUTH OF
 MK0815'A POWER POLE WITH TRANSFORMER ATTACHED NEAR TOP OF POLE AND 1 FOOT
 MK0815'WEST OF A METAL WITNESS POST IN A FENCE.  A STANDARD BENCH MARK
 MK0815'DISK STAMPED F 290 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH
 MK0815'COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 MK0815'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 MK0815'NOTE-- THIS BENCH MARK REPLACES F 290 1950 WHICH WAS DESTROYED
 MK0815'THIS DATE AND THE DISK RECLAIMED.
 MK0815
 MK0815                          STATION RECOVERY (2013)
 MK0815
 MK0815'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2013 (MTC)
 MK0815'23FT EAST OF THE CENTERLINE OF A  PRIVATE DRIVEWAY. 8FT SOUTH OF THE
 MK0815'SOUTH FACE OF A UTILITY POLE. 40 FT SOUTH OF THE CENTERLINE OF AN
 MK0815'EAST-WEST ASPHALT ROAD KNOWN LOCALLY AS BUFFALO ROAD.
 MK0815'48.25FT SOUTHEAST OF A 1 INCH MAG SPIKE AT THE CENTERLINE
 MK0815'INTERSECTIONS OF 156TH STREET NORTH AND BUFFALO ROAD. THE 1 INCH MAG
 MK0815'SPIKE REPRESENTS THE SOUTHWEST CORNER OF SECTION 35-T13-R11. THE
 MK0815'REAL-TIME GPS NETWORK COORDINATES WERE MEASURED AS 41 02 43.172N 096
 MK0815'09 27.213W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0450 ***********************************************************************
 ML0450  DESIGNATION -  F 291
 ML0450  PID         -  ML0450
 ML0450  STATE/COUNTY-  NE/BUFFALO
 ML0450  COUNTRY     -  US
 ML0450  USGS QUAD   -  ROCKVILLE (2017)
 ML0450
 ML0450                         *CURRENT SURVEY CONTROL
 ML0450  ______________________________________________________________________
 ML0450* NAD 83(1986) POSITION- 41 00 12.     (N) 098 49 36.     (W)   SCALED
 ML0450* NAVD 88 ORTHO HEIGHT -   627.692 (meters)     2059.35  (feet) ADJUSTED
 ML0450  ______________________________________________________________________
 ML0450  GEOID HEIGHT    -        -24.376 (meters)                     GEOID18
 ML0450  DYNAMIC HEIGHT  -        627.355 (meters)     2058.25  (feet) COMP
 ML0450  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 ML0450
 ML0450  VERT ORDER      -  SECOND    CLASS 0
 ML0450
 ML0450.The horizontal coordinates were scaled from a map and have
 ML0450.an estimated accuracy of +/- 6 seconds.
 ML0450
 ML0450.The orthometric height was determined by differential leveling and
 ML0450.adjusted by the NATIONAL GEODETIC SURVEY
 ML0450.in June 1991.
 ML0450
 ML0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0450.GEOID18 height accuracy estimate available here.
 ML0450
 ML0450.Click photographs - Photos may exist for this station.
 ML0450
 ML0450.The dynamic height is computed by dividing the NAVD 88
 ML0450.geopotential number by the normal gravity value computed on the
 ML0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0450.degrees latitude (g = 980.6199 gals.).
 ML0450
 ML0450.The modeled gravity was interpolated from observed gravity values.
 ML0450
 ML0450;                    North         East    Units  Estimated Accuracy
 ML0450;SPC NE       -   130,570.      598,680.      MT  (+/- 180 meters Scaled)
 ML0450
 ML0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL145391(NAD 83)
 ML0450
 ML0450                          SUPERSEDED SURVEY CONTROL
 ML0450
 ML0450  NGVD 29 (??/??/92)  627.444  (m)         2058.54   (f) ADJ UNCH    2 0
 ML0450
 ML0450.Superseded values are not recommended for survey control.
 ML0450
 ML0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0450.See file dsdata.pdf to determine how the superseded data were derived.
 ML0450
 ML0450_MARKER: DB = BENCH MARK DISK
 ML0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0450_STAMPING: F 291 1949
 ML0450_MARK LOGO: CGS
 ML0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0450+STABILITY: SURFACE MOTION
 ML0450
 ML0450  HISTORY     - Date     Condition        Report By
 ML0450  HISTORY     - 1949     MONUMENTED       CGS
 ML0450  HISTORY     - 19920915 GOOD             NEDR
 ML0450
 ML0450                          STATION DESCRIPTION
 ML0450
 ML0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0450'5.4 MI SW FROM ST MICHAEL.
 ML0450'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0450'ST. MICHAEL, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY NO. 2,
 ML0450'0.5 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 18, T. 12 N.,
 ML0450'R. 13 W., 125 FEET NORTHEAST OF TELEPHONE POLE NO. 1126, 95 FEET
 ML0450'NORTHWEST OF TELEPHONE POLE NO. 1125, 42 FEET NORTH OF THE CENTER
 ML0450'LINE OF THE HIGHWAY, 2.7 FEET NORTHEAST OF A 3-WAY CORNER FENCE
 ML0450'POST, 2.5 FEET EAST OF A NORTH-SOUTH FENCE, 1.7 FEET NORTH OF AN
 ML0450'EAST-WEST FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE
 ML0450'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0450'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0
 ML0450'MILE EAST OF BENCH MARK G 291.
 ML0450
 ML0450                          STATION RECOVERY (1992)
 ML0450
 ML0450'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0450'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0450'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1209 ***********************************************************************
 ML1209  DESIGNATION -  F 291 RESET
 ML1209  PID         -  ML1209
 ML1209  STATE/COUNTY-  NE/BUFFALO
 ML1209  COUNTRY     -  US
 ML1209  USGS QUAD   -  ROCKVILLE (2017)
 ML1209
 ML1209                         *CURRENT SURVEY CONTROL
 ML1209  ______________________________________________________________________
 ML1209* NAD 83(1986) POSITION- 41 00 12.     (N) 098 49 36.     (W)   SCALED
 ML1209* NAVD 88 ORTHO HEIGHT -   629.14  (meters)     2064.1   (feet) RESET
 ML1209  ______________________________________________________________________
 ML1209  GEOID HEIGHT    -        -24.376 (meters)                     GEOID18
 ML1209  VERT ORDER      -  THIRD
 ML1209
 ML1209.The horizontal coordinates were scaled from a map and have
 ML1209.an estimated accuracy of +/- 6 seconds.
 ML1209
 ML1209.The orthometric height was computed from unverified reset data.
 ML1209
 ML1209.No vertical observational check was made to the station.
 ML1209
 ML1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1209.GEOID18 height accuracy estimate available here.
 ML1209
 ML1209.Click photographs - Photos may exist for this station.
 ML1209
 ML1209;                    North         East    Units  Estimated Accuracy
 ML1209;SPC NE       -   130,570.      598,680.      MT  (+/- 180 meters Scaled)
 ML1209
 ML1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL145391(NAD 83)
 ML1209
 ML1209                          SUPERSEDED SURVEY CONTROL
 ML1209
 ML1209  NGVD 29 (01/31/13)  628.90   (m)         2063.3    (f) RESET       3  
 ML1209
 ML1209.Superseded values are not recommended for survey control.
 ML1209
 ML1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1209.See file dsdata.pdf to determine how the superseded data were derived.
 ML1209
 ML1209_MARKER: DV = VERTICAL CONTROL DISK
 ML1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1209_STAMPING: F 291 RESET 1992
 ML1209_MARK LOGO: NGS
 ML1209_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1209+STABILITY: SURFACE MOTION
 ML1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1209
 ML1209  HISTORY     - Date     Condition        Report By
 ML1209  HISTORY     - 1992     MONUMENTED       NEDR
 ML1209
 ML1209                          STATION DESCRIPTION
 ML1209
 ML1209'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1209'ABOUT 9.25 KM (5.75 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 7.81
 ML1209'KM (4.85 MI) EAST FROM RAVENNA, NEAR THE SOUTHEAST CORNER OF THE
 ML1209'SW1/4, SEC18, T12N, R13W AND ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1209'HIGHWAY 2 AT MILE MARKER 332.25.  FROM THE JUNCTION OF STATE HIGHWAYS
 ML1209'2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND EAST ON
 ML1209'HIGHWAY 2 FOR 7.81 KM (4.85 MI) TO THE MARK ON THE LEFT, SET INTO THE
 ML1209'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (0.0 M)
 ML1209'ABOVE THE GROUND SURFACE.  IT IS 23.93 M (78.51 FT) NORTH FROM THE
 ML1209'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST
 ML1209'AND 0.3 M (1.0 FT) EAST FROM A FENCE LINE.  A MAGNET WAS PLACED INTO
 ML1209'THE NORTH SIDE OF THE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0412 ***********************************************************************
 LH0412  DESIGNATION -  F 292
 LH0412  PID         -  LH0412
 LH0412  STATE/COUNTY-  NE/BUFFALO
 LH0412  COUNTRY     -  US
 LH0412  USGS QUAD   -  CAMERON (2017)
 LH0412
 LH0412                         *CURRENT SURVEY CONTROL
 LH0412  ______________________________________________________________________
 LH0412* NAD 83(1986) POSITION- 40 58 29.     (N) 098 44 27.     (W)   SCALED
 LH0412* NAVD 88 ORTHO HEIGHT -   616.289 (meters)     2021.94  (feet) ADJUSTED
 LH0412  ______________________________________________________________________
 LH0412  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 LH0412  DYNAMIC HEIGHT  -        615.961 (meters)     2020.87  (feet) COMP
 LH0412  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 LH0412
 LH0412  VERT ORDER      -  FIRST     CLASS II
 LH0412
 LH0412.The horizontal coordinates were scaled from a map and have
 LH0412.an estimated accuracy of +/- 6 seconds.
 LH0412
 LH0412.The orthometric height was determined by differential leveling and
 LH0412.adjusted by the NATIONAL GEODETIC SURVEY
 LH0412.in June 1991.
 LH0412
 LH0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0412.GEOID18 height accuracy estimate available here.
 LH0412
 LH0412.Click photographs - Photos may exist for this station.
 LH0412
 LH0412.The dynamic height is computed by dividing the NAVD 88
 LH0412.geopotential number by the normal gravity value computed on the
 LH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0412.degrees latitude (g = 980.6199 gals.).
 LH0412
 LH0412.The modeled gravity was interpolated from observed gravity values.
 LH0412
 LH0412;                    North         East    Units  Estimated Accuracy
 LH0412;SPC NE       -   127,500.      605,950.      MT  (+/- 180 meters Scaled)
 LH0412
 LH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218359(NAD 83)
 LH0412
 LH0412                          SUPERSEDED SURVEY CONTROL
 LH0412
 LH0412  NGVD 29 (??/??/92)  616.041  (m)         2021.13   (f) ADJ UNCH    1 2
 LH0412
 LH0412.Superseded values are not recommended for survey control.
 LH0412
 LH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0412.See file dsdata.pdf to determine how the superseded data were derived.
 LH0412
 LH0412_MARKER: DB = BENCH MARK DISK
 LH0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0412_STAMPING: F 292 1949
 LH0412_MARK LOGO: CGS
 LH0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0412+STABILITY: SURFACE MOTION
 LH0412
 LH0412  HISTORY     - Date     Condition        Report By
 LH0412  HISTORY     - 1949     MONUMENTED       CGS
 LH0412  HISTORY     - 1962     POOR             USGS
 LH0412
 LH0412                          STATION DESCRIPTION
 LH0412
 LH0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0412'4.6 MI S FROM ST MICHAEL.
 LH0412'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0412'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0412'THENCE 2.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0412'CORNER OF SECTION 26, T. 12 N., R. 13 W., IN THE NORTHWEST
 LH0412'QUARTER OF A PUBLIC ROAD CROSSING, 44 FEET WEST OF THE CENTER
 LH0412'LINE OF THE NORTH-SOUTH ROAD, 36 FEET NORTH OF THE CENTER LINE
 LH0412'OF THE EAST-WEST ROAD, 25 FEET WEST OF A CONCRETE CULVERT GUARD
 LH0412'POST, 0.9 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A REFERENCE
 LH0412'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0412'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- BM IS LOOSE IN
 LH0412'GROUND, BUT STILL IN PLACE.
 LH0412
 LH0412                          STATION RECOVERY (1962)
 LH0412
 LH0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0412'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0645 ***********************************************************************
 LH0645  DESIGNATION -  F 293
 LH0645  PID         -  LH0645
 LH0645  STATE/COUNTY-  NE/BUFFALO
 LH0645  COUNTRY     -  US
 LH0645  USGS QUAD   -  PLEASANTON SE (2017)
 LH0645
 LH0645                         *CURRENT SURVEY CONTROL
 LH0645  ______________________________________________________________________
 LH0645* NAD 83(1986) POSITION- 40 45 25.     (N) 099 06 09.     (W)   SCALED
 LH0645* NAVD 88 ORTHO HEIGHT -   659.550 (meters)     2163.87  (feet) ADJUSTED
 LH0645  ______________________________________________________________________
 LH0645  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 LH0645  DYNAMIC HEIGHT  -        659.180 (meters)     2162.66  (feet) COMP
 LH0645  MODELED GRAVITY -    980,042.4   (mgal)                       NAVD 88
 LH0645
 LH0645  VERT ORDER      -  SECOND    CLASS 0
 LH0645
 LH0645.The horizontal coordinates were scaled from a map and have
 LH0645.an estimated accuracy of +/- 6 seconds.
 LH0645
 LH0645.The orthometric height was determined by differential leveling and
 LH0645.adjusted by the NATIONAL GEODETIC SURVEY
 LH0645.in June 1991.
 LH0645
 LH0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0645.GEOID18 height accuracy estimate available here.
 LH0645
 LH0645.Click photographs - Photos may exist for this station.
 LH0645
 LH0645.The dynamic height is computed by dividing the NAVD 88
 LH0645.geopotential number by the normal gravity value computed on the
 LH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0645.degrees latitude (g = 980.6199 gals.).
 LH0645
 LH0645.The modeled gravity was interpolated from observed gravity values.
 LH0645
 LH0645;                    North         East    Units  Estimated Accuracy
 LH0645;SPC NE       -   102,940.      575,770.      MT  (+/- 180 meters Scaled)
 LH0645
 LH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML913117(NAD 83)
 LH0645
 LH0645                          SUPERSEDED SURVEY CONTROL
 LH0645
 LH0645  NGVD 29 (??/??/92)  659.301  (m)         2163.06   (f) ADJ UNCH    2 0
 LH0645
 LH0645.Superseded values are not recommended for survey control.
 LH0645
 LH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0645.See file dsdata.pdf to determine how the superseded data were derived.
 LH0645
 LH0645_MARKER: DB = BENCH MARK DISK
 LH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0645_STAMPING: F 293 1949
 LH0645_MARK LOGO: CGS
 LH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0645+STABILITY: SURFACE MOTION
 LH0645
 LH0645  HISTORY     - Date     Condition        Report By
 LH0645  HISTORY     - 1949     MONUMENTED       CGS
 LH0645  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0645
 LH0645                          STATION DESCRIPTION
 LH0645
 LH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0645'1.1 MI W FROM GLENWOOD PARK.
 LH0645'1.1 MILES WEST ALONG STATE HIGHWAY NO. 40 FROM THE GLENWOOD
 LH0645'PARK STATION SIGN AT GLENWOOD PARK, AT A T-JUNCTION OF ROADS,
 LH0645'ABOUT 500 FEET SOUTH OF AN ABANDONED FARMHOUSE, 36 FEET NORTH
 LH0645'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER
 LH0645'LINE OF A PRIVATE ROAD LEADING NORTH TO THE FARMHOUSE, 11 FEET
 LH0645'SOUTHWEST OF A LARGE COTTONWOOD TREE, 3 FEET NORTH OF A FENCE,
 LH0645'1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0645'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 LH0645'GROUND.
 LH0645
 LH0645                          STATION RECOVERY (1993)
 LH0645
 LH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0645'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0655 ***********************************************************************
 LH0655  DESIGNATION -  F 294
 LH0655  PID         -  LH0655
 LH0655  STATE/COUNTY-  NE/BUFFALO
 LH0655  COUNTRY     -  US
 LH0655  USGS QUAD   -  RIVERDALE (2017)
 LH0655
 LH0655                         *CURRENT SURVEY CONTROL
 LH0655  ______________________________________________________________________
 LH0655* NAD 83(1986) POSITION- 40 52 23.26   (N) 099 14 09.09   (W)   HD_HELD1
 LH0655* NAVD 88 ORTHO HEIGHT -   711.675 (meters)     2334.89  (feet) ADJUSTED
 LH0655  ______________________________________________________________________
 LH0655  GEOID HEIGHT    -        -24.078 (meters)                     GEOID18
 LH0655  DYNAMIC HEIGHT  -        711.273 (meters)     2333.57  (feet) COMP
 LH0655  MODELED GRAVITY -    980,035.9   (mgal)                       NAVD 88
 LH0655
 LH0655  VERT ORDER      -  SECOND    CLASS 0
 LH0655
 LH0655.The horizontal coordinates were determined by differentially corrected
 LH0655.hand held GPS observations or other comparable positioning techniques
 LH0655.and have an estimated accuracy of +/- 3 meters.
 LH0655
 LH0655.The orthometric height was determined by differential leveling and
 LH0655.adjusted by the NATIONAL GEODETIC SURVEY
 LH0655.in June 1991.
 LH0655
 LH0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0655.GEOID18 height accuracy estimate available here.
 LH0655
 LH0655.Click photographs - Photos may exist for this station.
 LH0655
 LH0655.The dynamic height is computed by dividing the NAVD 88
 LH0655.geopotential number by the normal gravity value computed on the
 LH0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0655.degrees latitude (g = 980.6199 gals.).
 LH0655
 LH0655.The modeled gravity was interpolated from observed gravity values.
 LH0655
 LH0655;                    North         East    Units  Estimated Accuracy
 LH0655;SPC NE       -   115,730.1     564,395.4     MT  (+/- 3 meters HH1 GPS) 
 LH0655
 LH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8012524699(NAD 83)
 LH0655
 LH0655                          SUPERSEDED SURVEY CONTROL
 LH0655
 LH0655  NGVD 29 (??/??/92)  711.420  (m)         2334.05   (f) ADJ UNCH    2 0
 LH0655
 LH0655.Superseded values are not recommended for survey control.
 LH0655
 LH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0655.See file dsdata.pdf to determine how the superseded data were derived.
 LH0655
 LH0655_MARKER: DB = BENCH MARK DISK
 LH0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0655_STAMPING: F 294 1949
 LH0655_MARK LOGO: CGS
 LH0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0655+STABILITY: SURFACE MOTION
 LH0655
 LH0655  HISTORY     - Date     Condition        Report By
 LH0655  HISTORY     - 1949     MONUMENTED       CGS
 LH0655
 LH0655                          STATION DESCRIPTION
 LH0655
 LH0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0655'3.9 MI NE FROM AMHERST.
 LH0655'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0655'AMHERST, THENCE 1.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0655'NORTHWEST CORNER OF SECTION 2, T. 10 N., R. 17 W., IN THE
 LH0655'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.15 MILE
 LH0655'SOUTH OF A FARMHOUSE, 48 FEET EAST OF THE CENTER LINE OF THE
 LH0655'NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE
 LH0655'EAST-WEST ROAD, 17 FEET EAST OF A CORNER FENCE POST, 0.8 FOOT
 LH0655'NORTH OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE
 LH0655'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0655'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0582 ***********************************************************************
 LH0582  DESIGNATION -  F 295
 LH0582  PID         -  LH0582
 LH0582  STATE/COUNTY-  NE/BUFFALO
 LH0582  COUNTRY     -  US
 LH0582  USGS QUAD   -  PLEASANTON SE (2017)
 LH0582
 LH0582                         *CURRENT SURVEY CONTROL
 LH0582  ______________________________________________________________________
 LH0582* NAD 83(1986) POSITION- 40 45 52.     (N) 099 05 00.     (W)   SCALED
 LH0582* NAVD 88 ORTHO HEIGHT -   654.639 (meters)     2147.76  (feet) ADJUSTED
 LH0582  ______________________________________________________________________
 LH0582  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 LH0582  DYNAMIC HEIGHT  -        654.274 (meters)     2146.56  (feet) COMP
 LH0582  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 LH0582
 LH0582  VERT ORDER      -  SECOND    CLASS 0
 LH0582
 LH0582.The horizontal coordinates were scaled from a map and have
 LH0582.an estimated accuracy of +/- 6 seconds.
 LH0582
 LH0582.The orthometric height was determined by differential leveling and
 LH0582.adjusted by the NATIONAL GEODETIC SURVEY
 LH0582.in June 1991.
 LH0582
 LH0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0582.GEOID18 height accuracy estimate available here.
 LH0582
 LH0582.Click photographs - Photos may exist for this station.
 LH0582
 LH0582.The dynamic height is computed by dividing the NAVD 88
 LH0582.geopotential number by the normal gravity value computed on the
 LH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0582.degrees latitude (g = 980.6199 gals.).
 LH0582
 LH0582.The modeled gravity was interpolated from observed gravity values.
 LH0582
 LH0582;                    North         East    Units  Estimated Accuracy
 LH0582;SPC NE       -   103,790.      577,380.      MT  (+/- 180 meters Scaled)
 LH0582
 LH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929126(NAD 83)
 LH0582
 LH0582                          SUPERSEDED SURVEY CONTROL
 LH0582
 LH0582  NGVD 29 (??/??/92)  654.393  (m)         2146.95   (f) ADJ UNCH    2 0
 LH0582
 LH0582.Superseded values are not recommended for survey control.
 LH0582
 LH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0582.See file dsdata.pdf to determine how the superseded data were derived.
 LH0582
 LH0582_MARKER: DB = BENCH MARK DISK
 LH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0582_STAMPING: F 295 1949
 LH0582_MARK LOGO: CGS
 LH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0582+STABILITY: SURFACE MOTION
 LH0582
 LH0582  HISTORY     - Date     Condition        Report By
 LH0582  HISTORY     - 1949     MONUMENTED       CGS
 LH0582  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0582
 LH0582                          STATION DESCRIPTION
 LH0582
 LH0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0582'4.5 MI N FROM KEARNEY.
 LH0582'4.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 LH0582'AT KEARNEY, BUFFALO COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 LH0582'INTERSECTION, 69 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0582'25 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 24
 LH0582'FEET EAST OF THE CENTER OF THE NORTH END OF A PIPE CULVERT WITH
 LH0582'CONCRETE HEADWALLS, 1.8 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 LH0582'SOUTH OF THE FENCE, AND 1.4 FEET WEST OF A WHITE WOODEN WITNESS
 LH0582'POST.  A STANDARD DISK, STAMPED F 295 1949 AND SET IN THE TOP
 LH0582'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 LH0582
 LH0582                          STATION RECOVERY (2005)
 LH0582
 LH0582'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0582'BELIEVED DESTROYED DUE TO CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0837 ***********************************************************************
 MK0837  DESIGNATION -  F 296
 MK0837  PID         -  MK0837
 MK0837  STATE/COUNTY-  NE/CASS
 MK0837  COUNTRY     -  US
 MK0837  USGS QUAD   -  CEDAR CREEK (2017)
 MK0837
 MK0837                         *CURRENT SURVEY CONTROL
 MK0837  ______________________________________________________________________
 MK0837* NAD 83(1986) POSITION- 41 00 07.     (N) 096 00 21.     (W)   SCALED
 MK0837* NAVD 88 ORTHO HEIGHT -   328.763 (meters)     1078.62  (feet) ADJUSTED
 MK0837  ______________________________________________________________________
 MK0837  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 MK0837  DYNAMIC HEIGHT  -        328.627 (meters)     1078.17  (feet) COMP
 MK0837  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 MK0837
 MK0837  VERT ORDER      -  SECOND    CLASS 0
 MK0837
 MK0837.The horizontal coordinates were scaled from a map and have
 MK0837.an estimated accuracy of +/- 6 seconds.
 MK0837
 MK0837.The orthometric height was determined by differential leveling and
 MK0837.adjusted by the NATIONAL GEODETIC SURVEY
 MK0837.in June 1991.
 MK0837
 MK0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0837.GEOID18 height accuracy estimate available here.
 MK0837
 MK0837.Click photographs - Photos may exist for this station.
 MK0837
 MK0837.The dynamic height is computed by dividing the NAVD 88
 MK0837.geopotential number by the normal gravity value computed on the
 MK0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0837.degrees latitude (g = 980.6199 gals.).
 MK0837
 MK0837.The modeled gravity was interpolated from observed gravity values.
 MK0837
 MK0837;                    North         East    Units  Estimated Accuracy
 MK0837;SPC NE       -   137,510.      835,820.      MT  (+/- 180 meters Scaled)
 MK0837
 MK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL518432(NAD 83)
 MK0837
 MK0837                          SUPERSEDED SURVEY CONTROL
 MK0837
 MK0837  NGVD 29 (??/??/92)  328.667  (m)         1078.30   (f) ADJ UNCH    2 0
 MK0837
 MK0837.Superseded values are not recommended for survey control.
 MK0837
 MK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0837.See file dsdata.pdf to determine how the superseded data were derived.
 MK0837
 MK0837_MARKER: DB = BENCH MARK DISK
 MK0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0837_STAMPING: F 296 1949
 MK0837_MARK LOGO: CGS
 MK0837_PROJECTION: FLUSH
 MK0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0837+STABILITY: SURFACE MOTION
 MK0837
 MK0837  HISTORY     - Date     Condition        Report By
 MK0837  HISTORY     - 1949     MONUMENTED       CGS
 MK0837  HISTORY     - 1957     GOOD             CGS
 MK0837
 MK0837                          STATION DESCRIPTION
 MK0837
 MK0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0837'6.7 MI SW FROM PLATTSMOUTH.
 MK0837'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MK0837'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 MK0837'AND 34, THENCE 5.75 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 MK0837'ROAD, AT THE RALPH WEAHRBEIN FARMHOME, 160 FEET NORTH OF THE
 MK0837'CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD, 35 FEET SOUTH
 MK0837'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 2.4 FEET WEST OF A
 MK0837'TELEPHONE POLE, 1.4 FEET SOUTH OF A WHITE PICKET FENCE, AND
 MK0837'SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH IS SET FLUSH
 MK0837'WITH THE GROUND.
 MK0837
 MK0837                          STATION RECOVERY (1957)
 MK0837
 MK0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0125 ***********************************************************************
 LG0125  DESIGNATION -  F 297
 LG0125  PID         -  LG0125
 LG0125  STATE/COUNTY-  NE/CASS
 LG0125  COUNTRY     -  US
 LG0125  USGS QUAD   -  MANLEY (2017)
 LG0125
 LG0125                         *CURRENT SURVEY CONTROL
 LG0125  ______________________________________________________________________
 LG0125* NAD 83(1986) POSITION- 40 58 45.     (N) 096 12 59.     (W)   SCALED
 LG0125* NAVD 88 ORTHO HEIGHT -   347.596 (meters)     1140.40  (feet) ADJUSTED
 LG0125  ______________________________________________________________________
 LG0125  GEOID HEIGHT    -        -26.343 (meters)                     GEOID18
 LG0125  DYNAMIC HEIGHT  -        347.454 (meters)     1139.94  (feet) COMP
 LG0125  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 LG0125
 LG0125  VERT ORDER      -  SECOND    CLASS 0
 LG0125
 LG0125.The horizontal coordinates were scaled from a map and have
 LG0125.an estimated accuracy of +/- 6 seconds.
 LG0125
 LG0125.The orthometric height was determined by differential leveling and
 LG0125.adjusted by the NATIONAL GEODETIC SURVEY
 LG0125.in June 1991.
 LG0125
 LG0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0125.GEOID18 height accuracy estimate available here.
 LG0125
 LG0125.Click photographs - Photos may exist for this station.
 LG0125
 LG0125.The dynamic height is computed by dividing the NAVD 88
 LG0125.geopotential number by the normal gravity value computed on the
 LG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0125.degrees latitude (g = 980.6199 gals.).
 LG0125
 LG0125.The modeled gravity was interpolated from observed gravity values.
 LG0125
 LG0125;                    North         East    Units  Estimated Accuracy
 LG0125;SPC NE       -   134,180.      818,240.      MT  (+/- 180 meters Scaled)
 LG0125
 LG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341401(NAD 83)
 LG0125
 LG0125                          SUPERSEDED SURVEY CONTROL
 LG0125
 LG0125  NGVD 29 (??/??/92)  347.497  (m)         1140.08   (f) ADJ UNCH    2 0
 LG0125
 LG0125.Superseded values are not recommended for survey control.
 LG0125
 LG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0125.See file dsdata.pdf to determine how the superseded data were derived.
 LG0125
 LG0125_MARKER: DB = BENCH MARK DISK
 LG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0125_STAMPING: F 297 1950
 LG0125_MARK LOGO: CGS
 LG0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0125+STABILITY: SURFACE MOTION
 LG0125
 LG0125  HISTORY     - Date     Condition        Report By
 LG0125  HISTORY     - 1950     MONUMENTED       CGS
 LG0125
 LG0125                          STATION DESCRIPTION
 LG0125
 LG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0125'3.9 MI SE FROM SOUTH BEND.
 LG0125'0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 LG0125'END, THENCE 1.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.9
 LG0125'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, IN THE
 LG0125'NORTHEAST CORNER OF A CULTIVATED FIELD, 28 FEET SOUTH OF THE
 LG0125'CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET EAST OF A POINT
 LG0125'ON THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 2.5 FEET
 LG0125'SOUTHWEST OF A FENCE CORNER, 2.5 FEET WEST OF A NORTH AND SOUTH
 LG0125'FENCE, 1.5 FEET SOUTH OF AN EAST AND WEST FENCE, 4.3 FEET
 LG0125'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LG0125'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 LG0125'MILE WEST OF BENCH MARK G 297.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0126 ***********************************************************************
 LG0126  DESIGNATION -  F 297 RESET
 LG0126  PID         -  LG0126
 LG0126  STATE/COUNTY-  NE/CASS
 LG0126  COUNTRY     -  US
 LG0126  USGS QUAD   -  MANLEY (2017)
 LG0126
 LG0126                         *CURRENT SURVEY CONTROL
 LG0126  ______________________________________________________________________
 LG0126* NAD 83(1986) POSITION- 40 58 45.     (N) 096 12 59.     (W)   SCALED
 LG0126* NAVD 88 ORTHO HEIGHT -   346.90  (meters)     1138.1   (feet) RESET
 LG0126  ______________________________________________________________________
 LG0126  GEOID HEIGHT    -        -26.343 (meters)                     GEOID18
 LG0126  VERT ORDER      -  THIRD
 LG0126
 LG0126.The horizontal coordinates were scaled from a map and have
 LG0126.an estimated accuracy of +/- 6 seconds.
 LG0126
 LG0126.The orthometric height was computed from unverified reset data.
 LG0126
 LG0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0126.GEOID18 height accuracy estimate available here.
 LG0126
 LG0126.Click photographs - Photos may exist for this station.
 LG0126
 LG0126;                    North         East    Units  Estimated Accuracy
 LG0126;SPC NE       -   134,180.      818,240.      MT  (+/- 180 meters Scaled)
 LG0126
 LG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341401(NAD 83)
 LG0126
 LG0126                          SUPERSEDED SURVEY CONTROL
 LG0126
 LG0126  NGVD 29 (??/??/??)  346.80   (m)         1137.8    (f) RESET       3  
 LG0126
 LG0126.Superseded values are not recommended for survey control.
 LG0126
 LG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0126.See file dsdata.pdf to determine how the superseded data were derived.
 LG0126
 LG0126_MARKER: DB = BENCH MARK DISK
 LG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0126_STAMPING: F 297 RESET 1959
 LG0126_MARK LOGO: CGS
 LG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0126+STABILITY: SURFACE MOTION
 LG0126
 LG0126  HISTORY     - Date     Condition        Report By
 LG0126  HISTORY     - 1959     MONUMENTED       NEDR
 LG0126
 LG0126                          STATION DESCRIPTION
 LG0126
 LG0126'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LG0126'0.2 MI E FROM SOUTH BEND.
 LG0126'THE MARK IS LOCATED 0.2 MILES EAST ALONG A GRAVELED ROAD FROM THE
 LG0126'SCHOOL HOUSE AT SOUTH BEND TO STATE HIGHWAY, THENCE 2.65 MILES
 LG0126'EASTERLY SOUTHERLY AND AGAIN EASTERLY ALONG STATE HIGHWAY TO A
 LG0126'T-ROAD JUNCTION, IN THE NORTHEAST CORNER OF A CULTIVATED FIELD
 LG0126'76 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 23 FEET EAST
 LG0126'OF A POINT ON THE EXTENDED CENTERLINE OF ROAD LEADING NORTH,
 LG0126'12 FEET SOUTH OF CORNER FENCE POST ON WEST SIDE OF FENCE LINE
 LG0126'RUNNING SOUTH, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LG0126'PROJECTS 0.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1015 ***********************************************************************
 MK1015  DESIGNATION -  F 298
 MK1015  PID         -  MK1015
 MK1015  STATE/COUNTY-  NE/SAUNDERS
 MK1015  COUNTRY     -  US
 MK1015  USGS QUAD   -  WAHOO EAST (2017)
 MK1015
 MK1015                         *CURRENT SURVEY CONTROL
 MK1015  ______________________________________________________________________
 MK1015* NAD 83(1986) POSITION- 41 11 29.     (N) 096 35 38.     (W)   SCALED
 MK1015* NAVD 88 ORTHO HEIGHT -   353.233 (meters)     1158.90  (feet) ADJUSTED
 MK1015  ______________________________________________________________________
 MK1015  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 MK1015  DYNAMIC HEIGHT  -        353.064 (meters)     1158.34  (feet) COMP
 MK1015  MODELED GRAVITY -    980,138.2   (mgal)                       NAVD 88
 MK1015
 MK1015  VERT ORDER      -  SECOND    CLASS 0
 MK1015
 MK1015.The horizontal coordinates were scaled from a map and have
 MK1015.an estimated accuracy of +/- 6 seconds.
 MK1015
 MK1015.The orthometric height was determined by differential leveling and
 MK1015.adjusted by the NATIONAL GEODETIC SURVEY
 MK1015.in June 1991.
 MK1015
 MK1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1015.GEOID18 height accuracy estimate available here.
 MK1015
 MK1015.Click photographs - Photos may exist for this station.
 MK1015
 MK1015.The dynamic height is computed by dividing the NAVD 88
 MK1015.geopotential number by the normal gravity value computed on the
 MK1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1015.degrees latitude (g = 980.6199 gals.).
 MK1015
 MK1015.The modeled gravity was interpolated from observed gravity values.
 MK1015
 MK1015;                    North         East    Units  Estimated Accuracy
 MK1015;SPC NE       -   156,410.      785,580.      MT  (+/- 180 meters Scaled)
 MK1015
 MK1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL017627(NAD 83)
 MK1015
 MK1015                          SUPERSEDED SURVEY CONTROL
 MK1015
 MK1015  NGVD 29 (??/??/92)  353.092  (m)         1158.44   (f) ADJ UNCH    2 0
 MK1015
 MK1015.Superseded values are not recommended for survey control.
 MK1015
 MK1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1015.See file dsdata.pdf to determine how the superseded data were derived.
 MK1015
 MK1015_MARKER: DB = BENCH MARK DISK
 MK1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1015_STAMPING: F 298 1950
 MK1015_MARK LOGO: CGS
 MK1015_PROJECTION: FLUSH
 MK1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1015+STABILITY: SURFACE MOTION
 MK1015
 MK1015  HISTORY     - Date     Condition        Report By
 MK1015  HISTORY     - 1950     MONUMENTED       CGS
 MK1015  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK1015
 MK1015                          STATION DESCRIPTION
 MK1015
 MK1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1015'2.7 MI SE FROM WAHOO.
 MK1015'0.3 MILE SOUTH ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1015'AT WAHOO, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 MK1015'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A
 MK1015'DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD, 0.1 MILE EAST
 MK1015'OF A WOODEN BRIDGE OVER SAND CREEK, 203 FEET SOUTH OF THE CENTER
 MK1015'LINE OF THE ROAD, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MK1015'FARMHOUSE, 81 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN,
 MK1015'90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB, 40 FEET
 MK1015'SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 6 FEET SOUTHWEST OF A
 MK1015'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1015'THE GROUND.
 MK1015
 MK1015                          STATION RECOVERY (1968)
 MK1015
 MK1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK1015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1026 ***********************************************************************
 MK1026  DESIGNATION -  F 299
 MK1026  PID         -  MK1026
 MK1026  STATE/COUNTY-  NE/SAUNDERS
 MK1026  COUNTRY     -  US
 MK1026  USGS QUAD   -  WAHOO EAST (2017)
 MK1026
 MK1026                         *CURRENT SURVEY CONTROL
 MK1026  ______________________________________________________________________
 MK1026* NAD 83(1986) POSITION- 41 10 34.82   (N) 096 30 09.13   (W)   HD_HELD1
 MK1026* NAVD 88 ORTHO HEIGHT -   358.181 (meters)     1175.13  (feet) ADJUSTED
 MK1026  ______________________________________________________________________
 MK1026  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 MK1026  DYNAMIC HEIGHT  -        358.019 (meters)     1174.60  (feet) COMP
 MK1026  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 MK1026
 MK1026  VERT ORDER      -  SECOND    CLASS 0
 MK1026
 MK1026.The horizontal coordinates were determined by differentially corrected
 MK1026.hand held GPS observations or other comparable positioning techniques
 MK1026.and have an estimated accuracy of +/- 3 meters.
 MK1026
 MK1026.The orthometric height was determined by differential leveling and
 MK1026.adjusted by the NATIONAL GEODETIC SURVEY
 MK1026.in June 1991.
 MK1026
 MK1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1026.GEOID18 height accuracy estimate available here.
 MK1026
 MK1026.Click photographs - Photos may exist for this station.
 MK1026
 MK1026.The dynamic height is computed by dividing the NAVD 88
 MK1026.geopotential number by the normal gravity value computed on the
 MK1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1026.degrees latitude (g = 980.6199 gals.).
 MK1026
 MK1026.The modeled gravity was interpolated from observed gravity values.
 MK1026
 MK1026;                    North         East    Units  Estimated Accuracy
 MK1026;SPC NE       -   155,041.3     793,298.7     MT  (+/- 3 meters HH1 GPS) 
 MK1026
 MK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0948861339(NAD 83)
 MK1026
 MK1026                          SUPERSEDED SURVEY CONTROL
 MK1026
 MK1026  NGVD 29 (??/??/92)  358.049  (m)         1174.70   (f) ADJ UNCH    2 0
 MK1026
 MK1026.Superseded values are not recommended for survey control.
 MK1026
 MK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1026.See file dsdata.pdf to determine how the superseded data were derived.
 MK1026
 MK1026_MARKER: DB = BENCH MARK DISK
 MK1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1026_STAMPING: F 299 1950
 MK1026_MARK LOGO: CGS
 MK1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1026+STABILITY: SURFACE MOTION
 MK1026
 MK1026  HISTORY     - Date     Condition        Report By
 MK1026  HISTORY     - 1950     MONUMENTED       CGS
 MK1026  HISTORY     - 1984     GOOD             LOCSUR
 MK1026
 MK1026                          STATION DESCRIPTION
 MK1026
 MK1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1026'3.3 MI NE FROM ITHACA.
 MK1026'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK1026'ITHACA, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 MK1026'MILE NORTH ALONG A GRAVELED ROAD, ALONG THE WEST EDGE OF THE
 MK1026'NEBRASKA ORDINANCE DEPOT, AT A T ROAD JUNCTION, 49 FEET SOUTH OF THE
 MK1026'EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 47 FEET EAST OF
 MK1026'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1 FOOT WEST OF A
 MK1026'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1026'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 MK1026'MILE SOUTH OF BENCH MARK G 299.
 MK1026
 MK1026                          STATION RECOVERY (1984)
 MK1026
 MK1026'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0800 ***********************************************************************
 MK0800  DESIGNATION -  F 301
 MK0800  PID         -  MK0800
 MK0800  STATE/COUNTY-  NE/SARPY
 MK0800  COUNTRY     -  US
 MK0800  USGS QUAD   -  WANN (2017)
 MK0800
 MK0800                         *CURRENT SURVEY CONTROL
 MK0800  ______________________________________________________________________
 MK0800* NAD 83(1986) POSITION- 41 10 19.     (N) 096 17 31.     (W)   SCALED
 MK0800* NAVD 88 ORTHO HEIGHT -   333.617 (meters)     1094.54  (feet) ADJUSTED
 MK0800  ______________________________________________________________________
 MK0800  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 MK0800  DYNAMIC HEIGHT  -        333.475 (meters)     1094.08  (feet) COMP
 MK0800  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 MK0800
 MK0800  VERT ORDER      -  SECOND    CLASS 0
 MK0800
 MK0800.The horizontal coordinates were scaled from a map and have
 MK0800.an estimated accuracy of +/- 6 seconds.
 MK0800
 MK0800.The orthometric height was determined by differential leveling and
 MK0800.adjusted by the NATIONAL GEODETIC SURVEY
 MK0800.in June 1991.
 MK0800
 MK0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0800.GEOID18 height accuracy estimate available here.
 MK0800
 MK0800.Click photographs - Photos may exist for this station.
 MK0800
 MK0800.The dynamic height is computed by dividing the NAVD 88
 MK0800.geopotential number by the normal gravity value computed on the
 MK0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0800.degrees latitude (g = 980.6199 gals.).
 MK0800
 MK0800.The modeled gravity was interpolated from observed gravity values.
 MK0800
 MK0800;                    North         East    Units  Estimated Accuracy
 MK0800;SPC NE       -   155,290.      810,970.      MT  (+/- 180 meters Scaled)
 MK0800
 MK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL271613(NAD 83)
 MK0800
 MK0800                          SUPERSEDED SURVEY CONTROL
 MK0800
 MK0800  NGVD 29 (??/??/92)  333.502  (m)         1094.16   (f) ADJ UNCH    2 0
 MK0800
 MK0800.Superseded values are not recommended for survey control.
 MK0800
 MK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0800.See file dsdata.pdf to determine how the superseded data were derived.
 MK0800
 MK0800_MARKER: DB = BENCH MARK DISK
 MK0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0800_STAMPING: F 301 1950
 MK0800_MARK LOGO: CGS
 MK0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0800+STABILITY: SURFACE MOTION
 MK0800
 MK0800  HISTORY     - Date     Condition        Report By
 MK0800  HISTORY     - 1950     MONUMENTED       CGS
 MK0800  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0800
 MK0800                          STATION DESCRIPTION
 MK0800
 MK0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0800'5 MI NW FROM GRETNA.
 MK0800'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0800'GRETNA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK0800'0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.4 MILES NORTH
 MK0800'ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 95 FEET NORTHWEST
 MK0800'OF THE NORTHWEST CORNER OF A SMALL BRIDGE ON THE NORTH AND
 MK0800'SOUTH ROAD, 82 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 MK0800'SOUTH ROAD, 54 FEET WEST OF THE RIGHT OF WAY FENCE,
 MK0800'1.0 FOOT SOUTH OF AN EAST AND WEST FENCE, 2.3 FEET EAST OF A
 MK0800'WITNESS POST, ON THE EXTENDED CENTER LINE OF THE ROAD LEADING
 MK0800'EAST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MK0800'FOOT ABOVE GROUND.
 MK0800
 MK0800                          STATION RECOVERY (1966)
 MK0800
 MK0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0800'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0863 ***********************************************************************
 MK0863  DESIGNATION -  F 302 RESET
 MK0863  PID         -  MK0863
 MK0863  STATE/COUNTY-  NE/SAUNDERS
 MK0863  COUNTRY     -  US
 MK0863  USGS QUAD   -  LESHARA (2017)
 MK0863
 MK0863                         *CURRENT SURVEY CONTROL
 MK0863  ______________________________________________________________________
 MK0863* NAD 83(1986) POSITION- 41 19 06.     (N) 096 24 37.     (W)   SCALED
 MK0863* NAVD 88 ORTHO HEIGHT -   354.39  (meters)     1162.7   (feet) RESET
 MK0863  ______________________________________________________________________
 MK0863  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 MK0863  VERT ORDER      -  THIRD
 MK0863
 MK0863.The horizontal coordinates were scaled from a map and have
 MK0863.an estimated accuracy of +/- 6 seconds.
 MK0863
 MK0863.The orthometric height was computed from unverified reset data.
 MK0863
 MK0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0863.GEOID18 height accuracy estimate available here.
 MK0863
 MK0863.Click photographs - Photos may exist for this station.
 MK0863
 MK0863;                    North         East    Units  Estimated Accuracy
 MK0863;SPC NE       -   171,110.      800,380.      MT  (+/- 180 meters Scaled)
 MK0863
 MK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL167773(NAD 83)
 MK0863
 MK0863                          SUPERSEDED SURVEY CONTROL
 MK0863
 MK0863  NGVD 29 (??/??/??)  354.25   (m)         1162.2    (f) RESET       3  
 MK0863
 MK0863.Superseded values are not recommended for survey control.
 MK0863
 MK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0863.See file dsdata.pdf to determine how the superseded data were derived.
 MK0863
 MK0863_MARKER: DB = BENCH MARK DISK
 MK0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0863_SP_SET: BRIDGE SPAN
 MK0863_STAMPING: F 302 RESET 1957
 MK0863_MARK LOGO: CGS
 MK0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0863
 MK0863  HISTORY     - Date     Condition        Report By
 MK0863  HISTORY     - 1957     MONUMENTED       NEDR
 MK0863
 MK0863                          STATION DESCRIPTION
 MK0863
 MK0863'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK0863'1.9 MI SE FROM LESHARA.
 MK0863'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0863'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.9 MILE EAST
 MK0863'ALONG STATE HIGHWAY 64, SET IN THE TOP OF THE APPROACH SPAN,
 MK0863'1.0 FOOT EAST OF THE WEST END OF THE NEW BRIDGE OVER THE WEST
 MK0863'CHANNEL OF THE PLATTE RIVER, 14 FEET SOUTH OF THE CENTERLINE
 MK0863'OF THE ROADWAY AND LEVEL WITH THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0720 ***********************************************************************
 MK0720  DESIGNATION -  F 303
 MK0720  PID         -  MK0720
 MK0720  STATE/COUNTY-  NE/SAUNDERS
 MK0720  COUNTRY     -  US
 MK0720  USGS QUAD   -  MEAD (2017)
 MK0720
 MK0720                         *CURRENT SURVEY CONTROL
 MK0720  ______________________________________________________________________
 MK0720* NAD 83(1986) POSITION- 41 14 51.     (N) 096 25 33.     (W)   SCALED
 MK0720* NAVD 88 ORTHO HEIGHT -   367.765 (meters)     1206.58  (feet) ADJUSTED
 MK0720  ______________________________________________________________________
 MK0720  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 MK0720  DYNAMIC HEIGHT  -        367.593 (meters)     1206.01  (feet) COMP
 MK0720  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 MK0720
 MK0720  VERT ORDER      -  SECOND    CLASS 0
 MK0720
 MK0720.The horizontal coordinates were scaled from a map and have
 MK0720.an estimated accuracy of +/- 6 seconds.
 MK0720
 MK0720.The orthometric height was determined by differential leveling and
 MK0720.adjusted by the NATIONAL GEODETIC SURVEY
 MK0720.in June 1991.
 MK0720
 MK0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0720.GEOID18 height accuracy estimate available here.
 MK0720
 MK0720.Click photographs - Photos may exist for this station.
 MK0720
 MK0720.The dynamic height is computed by dividing the NAVD 88
 MK0720.geopotential number by the normal gravity value computed on the
 MK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0720.degrees latitude (g = 980.6199 gals.).
 MK0720
 MK0720.The modeled gravity was interpolated from observed gravity values.
 MK0720
 MK0720;                    North         East    Units  Estimated Accuracy
 MK0720;SPC NE       -   163,200.      799,400.      MT  (+/- 180 meters Scaled)
 MK0720
 MK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL156694(NAD 83)
 MK0720
 MK0720                          SUPERSEDED SURVEY CONTROL
 MK0720
 MK0720  NGVD 29 (??/??/92)  367.626  (m)         1206.12   (f) ADJ UNCH    2 0
 MK0720
 MK0720.Superseded values are not recommended for survey control.
 MK0720
 MK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0720.See file dsdata.pdf to determine how the superseded data were derived.
 MK0720
 MK0720_MARKER: DB = BENCH MARK DISK
 MK0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0720_STAMPING: F 303 1950
 MK0720_MARK LOGO: CGS
 MK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0720+STABILITY: SURFACE MOTION
 MK0720
 MK0720  HISTORY     - Date     Condition        Report By
 MK0720  HISTORY     - 1950     MONUMENTED       CGS
 MK0720
 MK0720                          STATION DESCRIPTION
 MK0720
 MK0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0720'1.8 MI NW FROM YUTAN.
 MK0720'0.1 MILE WEST ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK0720'RAILROAD STATION AT YUTAN, THENCE 0.3 MILE NORTH ALONG A
 MK0720'GRAVELED STREET, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD,
 MK0720'AT THE WILLIAM LORENZ FARMHOUSE WHICH IS ABOUT 250 FEET SOUTH
 MK0720'OF AN EAST AND WEST GRAVELED ROAD, 30 FEET EAST OF THE CENTER
 MK0720'LINE OF A GRAVELED ROAD LEADING SOUTH, 23 FEET NORTH OF THE
 MK0720'CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO THE FARMHOUSE,
 MK0720'4.0 FEET NORTHEAST OF A 32 INCH COTTONWOOD TREE, SET IN THE TOP
 MK0720'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1048 ***********************************************************************
 MK1048  DESIGNATION -  F 304
 MK1048  PID         -  MK1048
 MK1048  STATE/COUNTY-  NE/SAUNDERS
 MK1048  COUNTRY     -  US
 MK1048  USGS QUAD   -  COLON (2017)
 MK1048
 MK1048                         *CURRENT SURVEY CONTROL
 MK1048  ______________________________________________________________________
 MK1048* NAD 83(1986) POSITION- 41 18 27.     (N) 096 31 18.     (W)   SCALED
 MK1048* NAVD 88 ORTHO HEIGHT -   397.564 (meters)     1304.34  (feet) ADJUSTED
 MK1048  ______________________________________________________________________
 MK1048  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 MK1048  DYNAMIC HEIGHT  -        397.375 (meters)     1303.72  (feet) COMP
 MK1048  MODELED GRAVITY -    980,136.8   (mgal)                       NAVD 88
 MK1048
 MK1048  VERT ORDER      -  SECOND    CLASS 0
 MK1048
 MK1048.The horizontal coordinates were scaled from a map and have
 MK1048.an estimated accuracy of +/- 6 seconds.
 MK1048
 MK1048.The orthometric height was determined by differential leveling and
 MK1048.adjusted by the NATIONAL GEODETIC SURVEY
 MK1048.in June 1991.
 MK1048
 MK1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1048.GEOID18 height accuracy estimate available here.
 MK1048
 MK1048.Click photographs - Photos may exist for this station.
 MK1048
 MK1048.The dynamic height is computed by dividing the NAVD 88
 MK1048.geopotential number by the normal gravity value computed on the
 MK1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1048.degrees latitude (g = 980.6199 gals.).
 MK1048
 MK1048.The modeled gravity was interpolated from observed gravity values.
 MK1048
 MK1048;                    North         East    Units  Estimated Accuracy
 MK1048;SPC NE       -   169,530.      791,110.      MT  (+/- 180 meters Scaled)
 MK1048
 MK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL074758(NAD 83)
 MK1048
 MK1048                          SUPERSEDED SURVEY CONTROL
 MK1048
 MK1048  NGVD 29 (??/??/92)  397.412  (m)         1303.84   (f) ADJ UNCH    2 0
 MK1048
 MK1048.Superseded values are not recommended for survey control.
 MK1048
 MK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1048.See file dsdata.pdf to determine how the superseded data were derived.
 MK1048
 MK1048_MARKER: DB = BENCH MARK DISK
 MK1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1048_STAMPING: F 304 1950
 MK1048_MARK LOGO: CGS
 MK1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1048+STABILITY: SURFACE MOTION
 MK1048
 MK1048  HISTORY     - Date     Condition        Report By
 MK1048  HISTORY     - 1950     MONUMENTED       CGS
 MK1048
 MK1048                          STATION DESCRIPTION
 MK1048
 MK1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1048'5.3 MI E FROM COLON.
 MK1048'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND NORTH
 MK1048'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1048'ALONG STATE HIGHWAY 109, THENCE 4.2 MILES EAST ALONG STATE
 MK1048'HIGHWAY 64, 142 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1048'SOUTH ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1048'0.7 FOOT SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST,
 MK1048'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK1048'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0605 ***********************************************************************
 MK0605  DESIGNATION -  F 305 RESET
 MK0605  PID         -  MK0605
 MK0605  STATE/COUNTY-  NE/DOUGLAS
 MK0605  COUNTRY     -  US
 MK0605  USGS QUAD   -  ARLINGTON (2017)
 MK0605
 MK0605                         *CURRENT SURVEY CONTROL
 MK0605  ______________________________________________________________________
 MK0605* NAD 83(1986) POSITION- 41 22 44.     (N) 096 18 40.     (W)   SCALED
 MK0605* NAVD 88 ORTHO HEIGHT -   347.60  (meters)     1140.4   (feet) RESET
 MK0605  ______________________________________________________________________
 MK0605  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 MK0605  VERT ORDER      -  THIRD
 MK0605
 MK0605.The horizontal coordinates were scaled from a map and have
 MK0605.an estimated accuracy of +/- 6 seconds.
 MK0605
 MK0605.The orthometric height was computed from unverified reset data.
 MK0605
 MK0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0605.GEOID18 height accuracy estimate available here.
 MK0605
 MK0605.Click photographs - Photos may exist for this station.
 MK0605
 MK0605;                    North         East    Units  Estimated Accuracy
 MK0605;SPC NE       -   178,180.      808,380.      MT  (+/- 180 meters Scaled)
 MK0605
 MK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL248843(NAD 83)
 MK0605
 MK0605                          SUPERSEDED SURVEY CONTROL
 MK0605
 MK0605.No superseded survey control is available for this station.
 MK0605
 MK0605_MARKER: DB = BENCH MARK DISK
 MK0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0605_STAMPING: F 305 RESET 1970
 MK0605_MARK LOGO: CGS
 MK0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0605+STABILITY: SURFACE MOTION
 MK0605
 MK0605  HISTORY     - Date     Condition        Report By
 MK0605  HISTORY     - 1970     MONUMENTED       NGS
 MK0605
 MK0605                          STATION DESCRIPTION
 MK0605
 MK0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK0605'2.8 MI W FROM ELK CITY.
 MK0605'ABOUT 0.55 MILE NORTH ALONG A SURFACE ROAD FROM THE CITY HALL
 MK0605'AT ELK CITY, THENCE 2.25 MILES WEST ALONG STATE HIGHWAY 36,
 MK0605'AT THE NORTHEAST ANGLE OF A CROSSROAD, 108 FEET NORTH OF THE
 MK0605'CENTER OF STATE HIGHWAY 36, 21 FEET EAST OF THE CENTER OF
 MK0605'A FARM DRIVEWAY, 1.5 FEET SOUTH OF A POWERLINE POLE, 1 FOOT
 MK0605'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 MK0605'CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0195 ***********************************************************************
 ML0195  DESIGNATION -  F 306
 ML0195  PID         -  ML0195
 ML0195  STATE/COUNTY-  NE/HOWARD
 ML0195  COUNTRY     -  US
 ML0195  USGS QUAD   -  WOLBACH SW (2017)
 ML0195
 ML0195                         *CURRENT SURVEY CONTROL
 ML0195  ______________________________________________________________________
 ML0195* NAD 83(1986) POSITION- 41 16 17.     (N) 098 26 27.     (W)   SCALED
 ML0195* NAVD 88 ORTHO HEIGHT -   549.089 (meters)     1801.47  (feet) ADJUSTED
 ML0195  ______________________________________________________________________
 ML0195  GEOID HEIGHT    -        -24.619 (meters)                     GEOID18
 ML0195  DYNAMIC HEIGHT  -        548.815 (meters)     1800.57  (feet) COMP
 ML0195  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 ML0195
 ML0195  VERT ORDER      -  SECOND    CLASS 0
 ML0195
 ML0195.The horizontal coordinates were scaled from a map and have
 ML0195.an estimated accuracy of +/- 6 seconds.
 ML0195
 ML0195.The orthometric height was determined by differential leveling and
 ML0195.adjusted by the NATIONAL GEODETIC SURVEY
 ML0195.in June 1991.
 ML0195
 ML0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0195.GEOID18 height accuracy estimate available here.
 ML0195
 ML0195.Click photographs - Photos may exist for this station.
 ML0195
 ML0195.The dynamic height is computed by dividing the NAVD 88
 ML0195.geopotential number by the normal gravity value computed on the
 ML0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0195.degrees latitude (g = 980.6199 gals.).
 ML0195
 ML0195.The modeled gravity was interpolated from observed gravity values.
 ML0195
 ML0195;                    North         East    Units  Estimated Accuracy
 ML0195;SPC NE       -   160,840.      630,590.      MT  (+/- 180 meters Scaled)
 ML0195
 ML0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL468690(NAD 83)
 ML0195
 ML0195                          SUPERSEDED SURVEY CONTROL
 ML0195
 ML0195  NGVD 29 (??/??/92)  548.847  (m)         1800.68   (f) ADJ UNCH    2 0
 ML0195
 ML0195.Superseded values are not recommended for survey control.
 ML0195
 ML0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0195.See file dsdata.pdf to determine how the superseded data were derived.
 ML0195
 ML0195_MARKER: DB = BENCH MARK DISK
 ML0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0195_STAMPING: F 306 1950
 ML0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0195+STABILITY: SURFACE MOTION
 ML0195
 ML0195  HISTORY     - Date     Condition        Report By
 ML0195  HISTORY     - 1950     MONUMENTED       CGS
 ML0195  HISTORY     - 20100601 POOR             NEGS
 ML0195
 ML0195                          STATION DESCRIPTION
 ML0195
 ML0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0195'4.9 MI N FROM ST PAUL.
 ML0195'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT ST.
 ML0195'PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE 0.5
 ML0195'MILE EAST ALONG STATE HIGHWAY 96, 82 FEET NORTH OF THE CENTER
 ML0195'LINE OF THE HIGHWAY, 4.0 FEET NORTH OF A POWER POLE, 8 FEET
 ML0195'WEST OF THE CENTER LINE OF A FIELD ROAD, 0.7 FOOT EAST OF A
 ML0195'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0195'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0195
 ML0195                          STATION RECOVERY (2010)
 ML0195
 ML0195'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0195'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0231 ***********************************************************************
 ML0231  DESIGNATION -  F 307
 ML0231  PID         -  ML0231
 ML0231  STATE/COUNTY-  NE/NANCE
 ML0231  COUNTRY     -  US
 ML0231  USGS QUAD   -  BELGRADE SW (2017)
 ML0231
 ML0231                         *CURRENT SURVEY CONTROL
 ML0231  ______________________________________________________________________
 ML0231* NAD 83(1986) POSITION- 41 18 28.     (N) 098 08 01.     (W)   SCALED
 ML0231* NAVD 88 ORTHO HEIGHT -   523.264 (meters)     1716.74  (feet) ADJUSTED
 ML0231  ______________________________________________________________________
 ML0231  GEOID HEIGHT    -        -24.795 (meters)                     GEOID18
 ML0231  DYNAMIC HEIGHT  -        523.016 (meters)     1715.93  (feet) COMP
 ML0231  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 ML0231
 ML0231  VERT ORDER      -  SECOND    CLASS 0
 ML0231
 ML0231.The horizontal coordinates were scaled from a map and have
 ML0231.an estimated accuracy of +/- 6 seconds.
 ML0231
 ML0231.The orthometric height was determined by differential leveling and
 ML0231.adjusted by the NATIONAL GEODETIC SURVEY
 ML0231.in June 1991.
 ML0231
 ML0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0231.GEOID18 height accuracy estimate available here.
 ML0231
 ML0231.Click photographs - Photos may exist for this station.
 ML0231
 ML0231.The dynamic height is computed by dividing the NAVD 88
 ML0231.geopotential number by the normal gravity value computed on the
 ML0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0231.degrees latitude (g = 980.6199 gals.).
 ML0231
 ML0231.The modeled gravity was interpolated from observed gravity values.
 ML0231
 ML0231;                    North         East    Units  Estimated Accuracy
 ML0231;SPC NE       -   165,390.      656,230.      MT  (+/- 180 meters Scaled)
 ML0231
 ML0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL725732(NAD 83)
 ML0231
 ML0231                          SUPERSEDED SURVEY CONTROL
 ML0231
 ML0231  NGVD 29 (??/??/92)  523.040  (m)         1716.01   (f) ADJ UNCH    2 0
 ML0231
 ML0231.Superseded values are not recommended for survey control.
 ML0231
 ML0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0231.See file dsdata.pdf to determine how the superseded data were derived.
 ML0231
 ML0231_MARKER: DB = BENCH MARK DISK
 ML0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0231_STAMPING: F 307 1950
 ML0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0231+STABILITY: SURFACE MOTION
 ML0231
 ML0231  HISTORY     - Date     Condition        Report By
 ML0231  HISTORY     - 1950     MONUMENTED       CGS
 ML0231
 ML0231                          STATION DESCRIPTION
 ML0231
 ML0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0231'11.8 MI SW FROM FULLERTON.
 ML0231'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0231'FULLERTON, THENCE 10.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0231'0.1 MILE EAST OF A FARMHOUSE WHICH IS ON THE NORTH SIDE OF
 ML0231'THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET
 ML0231'WEST OF THE CENTER OF A WIRE GATE, 4.5 FEET WEST OF A POWER
 ML0231'POLE, 1 FOOT NORTH OF A FENCE, 3.5 FEET EAST OF A WITNESS POST,
 ML0231'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0231'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1581 ***********************************************************************
 MK1581  DESIGNATION -  F 308
 MK1581  PID         -  MK1581
 MK1581  STATE/COUNTY-  NE/NANCE
 MK1581  COUNTRY     -  US
 MK1581  USGS QUAD   -  FULLERTON NE (2017)
 MK1581
 MK1581                         *CURRENT SURVEY CONTROL
 MK1581  ______________________________________________________________________
 MK1581* NAD 83(1986) POSITION- 41 25 25.     (N) 097 45 47.     (W)   SCALED
 MK1581* NAVD 88 ORTHO HEIGHT -   479.200 (meters)     1572.18  (feet) ADJUSTED
 MK1581  ______________________________________________________________________
 MK1581  GEOID HEIGHT    -        -25.094 (meters)                     GEOID18
 MK1581  DYNAMIC HEIGHT  -        478.976 (meters)     1571.44  (feet) COMP
 MK1581  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 MK1581
 MK1581  VERT ORDER      -  SECOND    CLASS 0
 MK1581
 MK1581.The horizontal coordinates were scaled from a map and have
 MK1581.an estimated accuracy of +/- 6 seconds.
 MK1581
 MK1581.The orthometric height was determined by differential leveling and
 MK1581.adjusted by the NATIONAL GEODETIC SURVEY
 MK1581.in June 1991.
 MK1581
 MK1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1581.GEOID18 height accuracy estimate available here.
 MK1581
 MK1581.Click photographs - Photos may exist for this station.
 MK1581
 MK1581.The dynamic height is computed by dividing the NAVD 88
 MK1581.geopotential number by the normal gravity value computed on the
 MK1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1581.degrees latitude (g = 980.6199 gals.).
 MK1581
 MK1581.The modeled gravity was interpolated from observed gravity values.
 MK1581
 MK1581;                    North         East    Units  Estimated Accuracy
 MK1581;SPC NE       -   178,980.      686,910.      MT  (+/- 180 meters Scaled)
 MK1581
 MK1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL033865(NAD 83)
 MK1581
 MK1581                          SUPERSEDED SURVEY CONTROL
 MK1581
 MK1581  NGVD 29 (??/??/92)  478.990  (m)         1571.49   (f) ADJ UNCH    2 0
 MK1581
 MK1581.Superseded values are not recommended for survey control.
 MK1581
 MK1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1581.See file dsdata.pdf to determine how the superseded data were derived.
 MK1581
 MK1581_MARKER: DB = BENCH MARK DISK
 MK1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1581_STAMPING: F 308 1950
 MK1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1581+STABILITY: SURFACE MOTION
 MK1581
 MK1581  HISTORY     - Date     Condition        Report By
 MK1581  HISTORY     - 1950     MONUMENTED       CGS
 MK1581
 MK1581                          STATION DESCRIPTION
 MK1581
 MK1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1581'2.8 MI SW FROM GENOA.
 MK1581'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1581'AT GENOA, AT A JUNCTION OF THE HIGHWAY AND A PRIVATE DRIVEWAY
 MK1581'LEADING WEST, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK1581'HIGHWAY, 10 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 MK1581'PRIVATE DRIVEWAY, 45 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK1581'UNION PACIFIC RAILROAD, 14 FEET SOUTHWEST OF THE CENTER OF A
 MK1581'GATE, 2 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A
 MK1581'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1581'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1410 ***********************************************************************
 MK1410  DESIGNATION -  F 309
 MK1410  PID         -  MK1410
 MK1410  STATE/COUNTY-  NE/NANCE
 MK1410  COUNTRY     -  US
 MK1410  USGS QUAD   -  FULLERTON NE (2017)
 MK1410
 MK1410                         *CURRENT SURVEY CONTROL
 MK1410  ______________________________________________________________________
 MK1410* NAD 83(1986) POSITION- 41 28 59.     (N) 097 46 32.     (W)   SCALED
 MK1410* NAVD 88 ORTHO HEIGHT -   490.738 (meters)     1610.03  (feet) ADJUSTED
 MK1410  ______________________________________________________________________
 MK1410  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 MK1410  DYNAMIC HEIGHT  -        490.511 (meters)     1609.28  (feet) COMP
 MK1410  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 MK1410
 MK1410  VERT ORDER      -  SECOND    CLASS 0
 MK1410
 MK1410.The horizontal coordinates were scaled from a map and have
 MK1410.an estimated accuracy of +/- 6 seconds.
 MK1410
 MK1410.The orthometric height was determined by differential leveling and
 MK1410.adjusted by the NATIONAL GEODETIC SURVEY
 MK1410.in June 1991.
 MK1410
 MK1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1410.GEOID18 height accuracy estimate available here.
 MK1410
 MK1410.Click photographs - Photos may exist for this station.
 MK1410
 MK1410.The dynamic height is computed by dividing the NAVD 88
 MK1410.geopotential number by the normal gravity value computed on the
 MK1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1410.degrees latitude (g = 980.6199 gals.).
 MK1410
 MK1410.The modeled gravity was interpolated from observed gravity values.
 MK1410
 MK1410;                    North         East    Units  Estimated Accuracy
 MK1410;SPC NE       -   185,550.      685,700.      MT  (+/- 180 meters Scaled)
 MK1410
 MK1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL022931(NAD 83)
 MK1410
 MK1410                          SUPERSEDED SURVEY CONTROL
 MK1410
 MK1410  NGVD 29 (??/??/92)  490.527  (m)         1609.34   (f) ADJ UNCH    2 0
 MK1410
 MK1410.Superseded values are not recommended for survey control.
 MK1410
 MK1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1410.See file dsdata.pdf to determine how the superseded data were derived.
 MK1410
 MK1410_MARKER: DB = BENCH MARK DISK
 MK1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1410_STAMPING: F 309 1950
 MK1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1410+STABILITY: SURFACE MOTION
 MK1410
 MK1410  HISTORY     - Date     Condition        Report By
 MK1410  HISTORY     - 1950     MONUMENTED       CGS
 MK1410  HISTORY     - 20091201 MARK NOT FOUND   NEDR
 MK1410
 MK1410                          STATION DESCRIPTION
 MK1410
 MK1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1410'3.6 MI NW FROM GENOA.
 MK1410'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1410'GENOA, THENCE 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 39, BETWEEN
 MK1410'THE HIGHWAY AND THE UNION PACIFIC RAILROAD, 54 FEET SOUTHWEST
 MK1410'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE
 MK1410'NORTHEAST RAIL OF THE RAILROAD, 3 FEET NORTHWEST OF THE 2ND
 MK1410'POLE SOUTHEAST OF MILEPOST 15, 2 FEET NORTHWEST OF A WITNESS
 MK1410'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK1410'ABOVE THE GROUND.
 MK1410
 MK1410                          STATION RECOVERY (2009)
 MK1410
 MK1410'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0122 ***********************************************************************
 ML0122  DESIGNATION -  F 310
 ML0122  PID         -  ML0122
 ML0122  STATE/COUNTY-  NE/WHEELER
 ML0122  COUNTRY     -  US
 ML0122  USGS QUAD   -  SPALDING NW (2017)
 ML0122
 ML0122                         *CURRENT SURVEY CONTROL
 ML0122  ______________________________________________________________________
 ML0122* NAD 83(1986) POSITION- 41 44 28.     (N) 098 28 10.     (W)   SCALED
 ML0122* NAVD 88 ORTHO HEIGHT -   607.948 (meters)     1994.58  (feet) ADJUSTED
 ML0122  ______________________________________________________________________
 ML0122  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 ML0122  DYNAMIC HEIGHT  -        607.662 (meters)     1993.64  (feet) COMP
 ML0122  MODELED GRAVITY -    980,133.2   (mgal)                       NAVD 88
 ML0122
 ML0122  VERT ORDER      -  SECOND    CLASS 0
 ML0122
 ML0122.The horizontal coordinates were scaled from a map and have
 ML0122.an estimated accuracy of +/- 6 seconds.
 ML0122
 ML0122.The orthometric height was determined by differential leveling and
 ML0122.adjusted by the NATIONAL GEODETIC SURVEY
 ML0122.in June 1991.
 ML0122
 ML0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0122.GEOID18 height accuracy estimate available here.
 ML0122
 ML0122.Click photographs - Photos may exist for this station.
 ML0122
 ML0122.The dynamic height is computed by dividing the NAVD 88
 ML0122.geopotential number by the normal gravity value computed on the
 ML0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0122.degrees latitude (g = 980.6199 gals.).
 ML0122
 ML0122.The modeled gravity was interpolated from observed gravity values.
 ML0122
 ML0122;                    North         East    Units  Estimated Accuracy
 ML0122;SPC NE       -   212,940.      627,270.      MT  (+/- 180 meters Scaled)
 ML0122
 ML0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM441211(NAD 83)
 ML0122
 ML0122                          SUPERSEDED SURVEY CONTROL
 ML0122
 ML0122  NGVD 29 (??/??/92)  607.708  (m)         1993.79   (f) ADJ UNCH    2 0
 ML0122
 ML0122.Superseded values are not recommended for survey control.
 ML0122
 ML0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0122.See file dsdata.pdf to determine how the superseded data were derived.
 ML0122
 ML0122_MARKER: DB = BENCH MARK DISK
 ML0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0122_STAMPING: F 310 1950
 ML0122_MARK LOGO: CGS
 ML0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0122+STABILITY: SURFACE MOTION
 ML0122
 ML0122  HISTORY     - Date     Condition        Report By
 ML0122  HISTORY     - 1950     MONUMENTED       CGS
 ML0122
 ML0122                          STATION DESCRIPTION
 ML0122
 ML0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0122'8.3 MI NW FROM SPALDING.
 ML0122'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0122'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0122'NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG
 ML0122'A SAND ROAD, AT A T ROAD JUNCTION, 149 FEET NORTH OF THE
 ML0122'CENTER LINE OF AN EAST AND WEST ROAD, 64 FEET WEST OF TELEPHONE
 ML0122'POLE 8, ALONG THE GREELEY - WHEELER COUNTY LINE, 28 FEET
 ML0122'WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 1.5 FEET
 ML0122'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0122'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1670 ***********************************************************************
 MK1670  DESIGNATION -  F 311
 MK1670  PID         -  MK1670
 MK1670  STATE/COUNTY-  NE/BOONE
 MK1670  COUNTRY     -  US
 MK1670  USGS QUAD   -  CLOSTER SE (2017)
 MK1670
 MK1670                         *CURRENT SURVEY CONTROL
 MK1670  ______________________________________________________________________
 MK1670* NAD 83(1986) POSITION- 41 47 49.     (N) 097 49 58.     (W)   SCALED
 MK1670* NAVD 88 ORTHO HEIGHT -   533.605 (meters)     1750.67  (feet) ADJUSTED
 MK1670  ______________________________________________________________________
 MK1670  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 MK1670  DYNAMIC HEIGHT  -        533.385 (meters)     1749.95  (feet) COMP
 MK1670  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 MK1670
 MK1670  VERT ORDER      -  SECOND    CLASS 0
 MK1670
 MK1670.The horizontal coordinates were scaled from a map and have
 MK1670.an estimated accuracy of +/- 6 seconds.
 MK1670
 MK1670.The orthometric height was determined by differential leveling and
 MK1670.adjusted by the NATIONAL GEODETIC SURVEY
 MK1670.in June 1991.
 MK1670
 MK1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1670.GEOID18 height accuracy estimate available here.
 MK1670
 MK1670.Click photographs - Photos may exist for this station.
 MK1670
 MK1670.The dynamic height is computed by dividing the NAVD 88
 MK1670.geopotential number by the normal gravity value computed on the
 MK1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1670.degrees latitude (g = 980.6199 gals.).
 MK1670
 MK1670.The modeled gravity was interpolated from observed gravity values.
 MK1670
 MK1670;                    North         East    Units  Estimated Accuracy
 MK1670;SPC NE       -   220,270.      680,050.      MT  (+/- 180 meters Scaled)
 MK1670
 MK1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969278(NAD 83)
 MK1670
 MK1670                          SUPERSEDED SURVEY CONTROL
 MK1670
 MK1670  NGVD 29 (??/??/92)  533.402  (m)         1750.00   (f) ADJ UNCH    2 0
 MK1670
 MK1670.Superseded values are not recommended for survey control.
 MK1670
 MK1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1670.See file dsdata.pdf to determine how the superseded data were derived.
 MK1670
 MK1670_MARKER: DB = BENCH MARK DISK
 MK1670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1670_SP_SET: BRIDGE ABUTMENT
 MK1670_STAMPING: F 311 1950
 MK1670_MARK LOGO: CGS
 MK1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1670
 MK1670  HISTORY     - Date     Condition        Report By
 MK1670  HISTORY     - 1950     MONUMENTED       CGS
 MK1670
 MK1670                          STATION DESCRIPTION
 MK1670
 MK1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1670'6.2 MI NW FROM NEWMAN GROVE.
 MK1670'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1670'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 3.25 MILES NORTH ALONG A
 MK1670'GRAVELED ROAD, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, LEVEL
 MK1670'WITH THE ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 MK1670'ABUTMENT OF A STEEL BRIDGE OVER NORTH SHELL CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0052 ***********************************************************************
 ML0052  DESIGNATION -  F 312
 ML0052  PID         -  ML0052
 ML0052  STATE/COUNTY-  NE/BOONE
 ML0052  COUNTRY     -  US
 ML0052  USGS QUAD   -  PETERSBURG (2017)
 ML0052
 ML0052                         *CURRENT SURVEY CONTROL
 ML0052  ______________________________________________________________________
 ML0052* NAD 83(1986) POSITION- 41 51 01.     (N) 098 00 13.     (W)   SCALED
 ML0052* NAVD 88 ORTHO HEIGHT -   632.659 (meters)     2075.65  (feet) ADJUSTED
 ML0052  ______________________________________________________________________
 ML0052  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 ML0052  DYNAMIC HEIGHT  -        632.383 (meters)     2074.74  (feet) COMP
 ML0052  MODELED GRAVITY -    980,165.3   (mgal)                       NAVD 88
 ML0052
 ML0052  VERT ORDER      -  SECOND    CLASS 0
 ML0052
 ML0052.The horizontal coordinates were scaled from a map and have
 ML0052.an estimated accuracy of +/- 6 seconds.
 ML0052
 ML0052.The orthometric height was determined by differential leveling and
 ML0052.adjusted by the NATIONAL GEODETIC SURVEY
 ML0052.in June 1991.
 ML0052
 ML0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0052.GEOID18 height accuracy estimate available here.
 ML0052
 ML0052.Click photographs - Photos may exist for this station.
 ML0052
 ML0052.The dynamic height is computed by dividing the NAVD 88
 ML0052.geopotential number by the normal gravity value computed on the
 ML0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0052.degrees latitude (g = 980.6199 gals.).
 ML0052
 ML0052.The modeled gravity was interpolated from observed gravity values.
 ML0052
 ML0052;                    North         East    Units  Estimated Accuracy
 ML0052;SPC NE       -   225,850.      665,720.      MT  (+/- 180 meters Scaled)
 ML0052
 ML0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM827336(NAD 83)
 ML0052
 ML0052                          SUPERSEDED SURVEY CONTROL
 ML0052
 ML0052  NGVD 29 (??/??/92)  632.433  (m)         2074.91   (f) ADJ UNCH    2 0
 ML0052
 ML0052.Superseded values are not recommended for survey control.
 ML0052
 ML0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0052.See file dsdata.pdf to determine how the superseded data were derived.
 ML0052
 ML0052_MARKER: DB = BENCH MARK DISK
 ML0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0052_STAMPING: F 312 1950
 ML0052_MARK LOGO: CGS
 ML0052_PROJECTION: FLUSH
 ML0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0052+STABILITY: SURFACE MOTION
 ML0052
 ML0052  HISTORY     - Date     Condition        Report By
 ML0052  HISTORY     - 1950     MONUMENTED       CGS
 ML0052  HISTORY     - 1972     GOOD             NGS
 ML0052
 ML0052                          STATION DESCRIPTION
 ML0052
 ML0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0052'4 MI E FROM PETERSBURG.
 ML0052'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0052'HIGHWAY 32 FOR 4.05 MILES TO A DRIVEWAY TO A FARM ON THE RIGHT
 ML0052'AND THE BENCH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 ML0052'IT IS A STANDARD BENCH MARK DISK STAMPED F 312 1950, SET IN THE TOP
 ML0052'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 ML0052'GROUND SURFACE.  IT IS 60 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 ML0052'6.5 FEET EAST-NORTHEAST OF A POWER POLE AND 1 FOOT WEST OF A METAL
 ML0052'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1313 ***********************************************************************
 NM1313  DESIGNATION -  F 313
 NM1313  PID         -  NM1313
 NM1313  STATE/COUNTY-  NE/ANTELOPE
 NM1313  COUNTRY     -  US
 NM1313  USGS QUAD   -  OAKDALE (2017)
 NM1313
 NM1313                         *CURRENT SURVEY CONTROL
 NM1313  ______________________________________________________________________
 NM1313* NAD 83(1986) POSITION- 42 03 12.     (N) 097 56 24.     (W)   SCALED
 NM1313* NAVD 88 ORTHO HEIGHT -   540.683 (meters)     1773.89  (feet) ADJUSTED
 NM1313  ______________________________________________________________________
 NM1313  GEOID HEIGHT    -        -24.586 (meters)                     GEOID18
 NM1313  DYNAMIC HEIGHT  -        540.467 (meters)     1773.18  (feet) COMP
 NM1313  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 NM1313
 NM1313  VERT ORDER      -  SECOND    CLASS 0
 NM1313
 NM1313.The horizontal coordinates were scaled from a map and have
 NM1313.an estimated accuracy of +/- 6 seconds.
 NM1313
 NM1313.The orthometric height was determined by differential leveling and
 NM1313.adjusted by the NATIONAL GEODETIC SURVEY
 NM1313.in June 1991.
 NM1313
 NM1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1313.GEOID18 height accuracy estimate available here.
 NM1313
 NM1313.Click photographs - Photos may exist for this station.
 NM1313
 NM1313.The dynamic height is computed by dividing the NAVD 88
 NM1313.geopotential number by the normal gravity value computed on the
 NM1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1313.degrees latitude (g = 980.6199 gals.).
 NM1313
 NM1313.The modeled gravity was interpolated from observed gravity values.
 NM1313
 NM1313;                    North         East    Units  Estimated Accuracy
 NM1313;SPC NE       -   248,510.      670,460.      MT  (+/- 180 meters Scaled)
 NM1313
 NM1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM877562(NAD 83)
 NM1313
 NM1313                          SUPERSEDED SURVEY CONTROL
 NM1313
 NM1313  NGVD 29 (??/??/92)  540.478  (m)         1773.22   (f) ADJ UNCH    2 0
 NM1313
 NM1313.Superseded values are not recommended for survey control.
 NM1313
 NM1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1313.See file dsdata.pdf to determine how the superseded data were derived.
 NM1313
 NM1313_MARKER: DB = BENCH MARK DISK
 NM1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1313_STAMPING: F 313 1950
 NM1313_MARK LOGO: CGS
 NM1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1313+STABILITY: SURFACE MOTION
 NM1313
 NM1313  HISTORY     - Date     Condition        Report By
 NM1313  HISTORY     - 1950     MONUMENTED       CGS
 NM1313
 NM1313                          STATION DESCRIPTION
 NM1313
 NM1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1313'2.3 MI SE FROM OAKDALE.
 NM1313'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1313'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1313'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.8
 NM1313'MILE SOUTH ALONG A SAND ROAD, AT THE WAGNER AIRPORT, AT THE
 NM1313'NORTHWEST END OF THE NORTHWEST AND SOUTHEAST RUNWAY, 200 FEET
 NM1313'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 94 FEET
 NM1313'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST ACROSS
 NM1313'A FIELD TO THE HANGAR, 1 FOOT SOUTH OF A FENCE, 2.4 FEET
 NM1313'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NM1313'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0941 ***********************************************************************
 ML0941  DESIGNATION -  F 314
 ML0941  PID         -  ML0941
 ML0941  STATE/COUNTY-  NE/BLAINE
 ML0941  COUNTRY     -  US
 ML0941  USGS QUAD   -  BREWSTER NW (2017)
 ML0941
 ML0941                         *CURRENT SURVEY CONTROL
 ML0941  ______________________________________________________________________
 ML0941* NAD 83(1986) POSITION- 41 54 45.     (N) 099 55 04.     (W)   SCALED
 ML0941* NAVD 88 ORTHO HEIGHT -   785.447 (meters)     2576.92  (feet) ADJUSTED
 ML0941  ______________________________________________________________________
 ML0941  GEOID HEIGHT    -        -22.379 (meters)                     GEOID18
 ML0941  DYNAMIC HEIGHT  -        785.065 (meters)     2575.67  (feet) COMP
 ML0941  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 ML0941
 ML0941  VERT ORDER      -  SECOND    CLASS 0
 ML0941
 ML0941.The horizontal coordinates were scaled from a map and have
 ML0941.an estimated accuracy of +/- 6 seconds.
 ML0941
 ML0941.The orthometric height was determined by differential leveling and
 ML0941.adjusted by the NATIONAL GEODETIC SURVEY
 ML0941.in June 1991.
 ML0941
 ML0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0941.GEOID18 height accuracy estimate available here.
 ML0941
 ML0941.Click photographs - Photos may exist for this station.
 ML0941
 ML0941.The dynamic height is computed by dividing the NAVD 88
 ML0941.geopotential number by the normal gravity value computed on the
 ML0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0941.degrees latitude (g = 980.6199 gals.).
 ML0941
 ML0941.The modeled gravity was interpolated from observed gravity values.
 ML0941
 ML0941;                    North         East    Units  Estimated Accuracy
 ML0941;SPC NE       -   230,850.      506,820.      MT  (+/- 180 meters Scaled)
 ML0941
 ML0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM238404(NAD 83)
 ML0941
 ML0941                          SUPERSEDED SURVEY CONTROL
 ML0941
 ML0941  NGVD 29 (??/??/92)  785.163  (m)         2575.99   (f) ADJ UNCH    2 0
 ML0941
 ML0941.Superseded values are not recommended for survey control.
 ML0941
 ML0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0941.See file dsdata.pdf to determine how the superseded data were derived.
 ML0941
 ML0941_MARKER: DB = BENCH MARK DISK
 ML0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0941_STAMPING: F 314 1950
 ML0941_MARK LOGO: CGS
 ML0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0941+STABILITY: SURFACE MOTION
 ML0941
 ML0941  HISTORY     - Date     Condition        Report By
 ML0941  HISTORY     - 1950     MONUMENTED       CGS
 ML0941
 ML0941                          STATION DESCRIPTION
 ML0941
 ML0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0941'3.8 MI SW FROM BREWSTER.
 ML0941'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0941'AT BREWSTER, THENCE 0.4 MILE SOUTHEAST ALONG A WINDING SAND
 ML0941'ROAD, JUST SOUTHEAST OF A CATTLE SHED, AT A GATE, 54 FEET EAST
 ML0941'OF THE CENTER OF A GATE, IN LINE WITH A NORTH AND SOUTH
 ML0941'FENCE, 4.8 FEET SOUTH OF A FENCE CORNER, 1.3 FEET SOUTHWEST OF
 ML0941'A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 ML0941'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0605 ***********************************************************************
 LH0605  DESIGNATION -  F 315
 LH0605  PID         -  LH0605
 LH0605  STATE/COUNTY-  NE/DAWSON
 LH0605  COUNTRY     -  US
 LH0605  USGS QUAD   -  MILLER (2017)
 LH0605
 LH0605                         *CURRENT SURVEY CONTROL
 LH0605  ______________________________________________________________________
 LH0605* NAD 83(1986) POSITION- 40 56 24.92   (N) 099 26 26.58   (W)   HD_HELD1
 LH0605* NAVD 88 ORTHO HEIGHT -   714.645 (meters)     2344.63  (feet) ADJUSTED
 LH0605  ______________________________________________________________________
 LH0605  GEOID HEIGHT    -        -23.767 (meters)                     GEOID18
 LH0605  DYNAMIC HEIGHT  -        714.244 (meters)     2343.32  (feet) COMP
 LH0605  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 LH0605
 LH0605  VERT ORDER      -  SECOND    CLASS 0
 LH0605
 LH0605.The horizontal coordinates were determined by differentially corrected
 LH0605.hand held GPS observations or other comparable positioning techniques
 LH0605.and have an estimated accuracy of +/- 3 meters.
 LH0605
 LH0605.The orthometric height was determined by differential leveling and
 LH0605.adjusted by the NATIONAL GEODETIC SURVEY
 LH0605.in June 1991.
 LH0605
 LH0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0605.GEOID18 height accuracy estimate available here.
 LH0605
 LH0605.Click photographs - Photos may exist for this station.
 LH0605
 LH0605.The dynamic height is computed by dividing the NAVD 88
 LH0605.geopotential number by the normal gravity value computed on the
 LH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0605.degrees latitude (g = 980.6199 gals.).
 LH0605
 LH0605.The modeled gravity was interpolated from observed gravity values.
 LH0605
 LH0605;                    North         East    Units  Estimated Accuracy
 LH0605;SPC NE       -   123,050.4     547,083.7     MT  (+/- 3 meters HH1 GPS) 
 LH0605
 LH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6290132218(NAD 83)
 LH0605
 LH0605                          SUPERSEDED SURVEY CONTROL
 LH0605
 LH0605  NGVD 29 (??/??/92)  714.384  (m)         2343.77   (f) ADJ UNCH    2 0
 LH0605
 LH0605.Superseded values are not recommended for survey control.
 LH0605
 LH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0605.See file dsdata.pdf to determine how the superseded data were derived.
 LH0605
 LH0605_MARKER: DB = BENCH MARK DISK
 LH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0605_STAMPING: F 315 1950
 LH0605_MARK LOGO: CGS
 LH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0605+STABILITY: SURFACE MOTION
 LH0605
 LH0605  HISTORY     - Date     Condition        Report By
 LH0605  HISTORY     - 1950     MONUMENTED       CGS
 LH0605  HISTORY     - 1983     GOOD             LOCSUR
 LH0605
 LH0605                          STATION DESCRIPTION
 LH0605
 LH0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0605'2.6 MI W FROM MILLER.
 LH0605'2.6 MILES WEST ALONG NEBRASKA STATE HIGHWAY 40 FROM THE UNION
 LH0605'PACIFIC RAILWAY STATION AT MILLER, AT A PRIVATE ROAD CROSSING,
 LH0605'THREE POLES EAST OF MILEPOST 29, 132 FEET NORTH OF THE CENTER
 LH0605'LINE OF NEBRASKA STATE HIGHWAY 40, 58 FEET WEST OF THE CENTER
 LH0605'LINE OF A PRIVATE DRIVE LEADING NORTH, 47 FEET NORTH OF THE
 LH0605'NORTH RAIL OF THE TRACK, 5.0 FEET EAST OF A TELEPHONE POLE, 2.0
 LH0605'FEET SOUTH OF A RIGHT OF WAY FENCE, 1.4 FEET WEST OF A REFERENCE
 LH0605'POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING
 LH0605'0.7 FOOT ABOVE THE GROUND.
 LH0605
 LH0605                          STATION RECOVERY (1983)
 LH0605
 LH0605'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0825 ***********************************************************************
 ML0825  DESIGNATION -  F 316
 ML0825  PID         -  ML0825
 ML0825  STATE/COUNTY-  NE/DAWSON
 ML0825  COUNTRY     -  US
 ML0825  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0825
 ML0825                         *CURRENT SURVEY CONTROL
 ML0825  ______________________________________________________________________
 ML0825* NAD 83(1986) POSITION- 41 00 52.     (N) 099 43 28.     (W)   SCALED
 ML0825* NAVD 88 ORTHO HEIGHT -   769.100 (meters)     2523.29  (feet) ADJUSTED
 ML0825  ______________________________________________________________________
 ML0825  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 ML0825  DYNAMIC HEIGHT  -        768.654 (meters)     2521.83  (feet) COMP
 ML0825  MODELED GRAVITY -    980,018.7   (mgal)                       NAVD 88
 ML0825
 ML0825  VERT ORDER      -  SECOND    CLASS 0
 ML0825
 ML0825.The horizontal coordinates were scaled from a map and have
 ML0825.an estimated accuracy of +/- 6 seconds.
 ML0825
 ML0825.The orthometric height was determined by differential leveling and
 ML0825.adjusted by the NATIONAL GEODETIC SURVEY
 ML0825.in June 1991.
 ML0825
 ML0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0825.GEOID18 height accuracy estimate available here.
 ML0825
 ML0825.Click photographs - Photos may exist for this station.
 ML0825
 ML0825.The dynamic height is computed by dividing the NAVD 88
 ML0825.geopotential number by the normal gravity value computed on the
 ML0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0825.degrees latitude (g = 980.6199 gals.).
 ML0825
 ML0825.The modeled gravity was interpolated from observed gravity values.
 ML0825
 ML0825;                    North         East    Units  Estimated Accuracy
 ML0825;SPC NE       -   131,170.      523,170.      MT  (+/- 180 meters Scaled)
 ML0825
 ML0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML390406(NAD 83)
 ML0825
 ML0825                          SUPERSEDED SURVEY CONTROL
 ML0825
 ML0825  NGVD 29 (??/??/92)  768.802  (m)         2522.31   (f) ADJ UNCH    2 0
 ML0825
 ML0825.Superseded values are not recommended for survey control.
 ML0825
 ML0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0825.See file dsdata.pdf to determine how the superseded data were derived.
 ML0825
 ML0825_MARKER: DB = BENCH MARK DISK
 ML0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0825_STAMPING: F 316 1950
 ML0825_MARK LOGO: CGS
 ML0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0825+STABILITY: SURFACE MOTION
 ML0825
 ML0825  HISTORY     - Date     Condition        Report By
 ML0825  HISTORY     - 1950     MONUMENTED       CGS
 ML0825
 ML0825                          STATION DESCRIPTION
 ML0825
 ML0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0825'6.2 MI SW FROM EDDYVILLE.
 ML0825'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0825'POST OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED
 ML0825'ROAD, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT, THENCE 3.05
 ML0825'MILES NORTHWEST ALONG A GRADED DIRT ROAD, 92 YARDS (PACED)
 ML0825'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 ML0825'41 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 8.4
 ML0825'FEET NORTHEAST OF THE NORTHEAST GATE POST WHICH IS THE
 ML0825'ENTRANCE TO ALFALFA FIELD, 1.5 FEET NORTHWEST OF A FENCE LINE,
 ML0825'1.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 ML0825'5.5 FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0065 ***********************************************************************
 MM0065  DESIGNATION -  F 317
 MM0065  PID         -  MM0065
 MM0065  STATE/COUNTY-  NE/CUSTER
 MM0065  COUNTRY     -  US
 MM0065  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0065
 MM0065                         *CURRENT SURVEY CONTROL
 MM0065  ______________________________________________________________________
 MM0065* NAD 83(1986) POSITION- 41 23 22.     (N) 100 05 34.     (W)   SCALED
 MM0065* NAVD 88 ORTHO HEIGHT -   836.937 (meters)     2745.85  (feet) ADJUSTED
 MM0065  ______________________________________________________________________
 MM0065  GEOID HEIGHT    -        -22.215 (meters)                     GEOID18
 MM0065  DYNAMIC HEIGHT  -        836.481 (meters)     2744.35  (feet) COMP
 MM0065  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 MM0065
 MM0065  VERT ORDER      -  SECOND    CLASS 0
 MM0065
 MM0065.The horizontal coordinates were scaled from a map and have
 MM0065.an estimated accuracy of +/- 6 seconds.
 MM0065
 MM0065.The orthometric height was determined by differential leveling and
 MM0065.adjusted by the NATIONAL GEODETIC SURVEY
 MM0065.in June 1991.
 MM0065
 MM0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0065.GEOID18 height accuracy estimate available here.
 MM0065
 MM0065.Click photographs - Photos may exist for this station.
 MM0065
 MM0065.The dynamic height is computed by dividing the NAVD 88
 MM0065.geopotential number by the normal gravity value computed on the
 MM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0065.degrees latitude (g = 980.6199 gals.).
 MM0065
 MM0065.The modeled gravity was interpolated from observed gravity values.
 MM0065
 MM0065;                    North         East    Units  Estimated Accuracy
 MM0065;SPC NE       -   172,770.      492,240.      MT  (+/- 180 meters Scaled)
 MM0065
 MM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML086825(NAD 83)
 MM0065
 MM0065                          SUPERSEDED SURVEY CONTROL
 MM0065
 MM0065  NGVD 29 (??/??/92)  836.685  (m)         2745.02   (f) ADJ UNCH    2 0
 MM0065
 MM0065.Superseded values are not recommended for survey control.
 MM0065
 MM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0065.See file dsdata.pdf to determine how the superseded data were derived.
 MM0065
 MM0065_MARKER: DB = BENCH MARK DISK
 MM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0065_STAMPING: F 317 1950
 MM0065_MARK LOGO: CGS
 MM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0065+STABILITY: SURFACE MOTION
 MM0065
 MM0065  HISTORY     - Date     Condition        Report By
 MM0065  HISTORY     - 1950     MONUMENTED       CGS
 MM0065  HISTORY     - 1985     GOOD             LOCSUR
 MM0065
 MM0065                          STATION DESCRIPTION
 MM0065
 MM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0065'6.8 MI SE FROM ARNOLD.
 MM0065'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0065'THE UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0065'SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0065'GRAVELED ROAD, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, ON
 MM0065'THE NORTH SLOPE OF A HILL, 105 FEET SOUTH OF THE CENTER LINE OF
 MM0065'THE GRAVELED ROAD, 70 FEET SOUTH OF A FENCE, 28 FEET EAST OF THE
 MM0065'CENTER LINE OF A FARM ROAD LEADING SOUTH, 2 FEET WEST OF A FENCE,
 MM0065'1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MM0065'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 MM0065
 MM0065                          STATION RECOVERY (1985)
 MM0065
 MM0065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MM0065'WITNESS POST 3' FEET SOOUTHEAST OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0809 ***********************************************************************
 ML0809  DESIGNATION -  F 318
 ML0809  PID         -  ML0809
 ML0809  STATE/COUNTY-  NE/CUSTER
 ML0809  COUNTRY     -  US
 ML0809  USGS QUAD   -  CALLAWAY NW (2017)
 ML0809
 ML0809                         *CURRENT SURVEY CONTROL
 ML0809  ______________________________________________________________________
 ML0809* NAD 83(1986) POSITION- 41 24 40.     (N) 099 55 45.     (W)   SCALED
 ML0809* NAVD 88 ORTHO HEIGHT -   830.057 (meters)     2723.28  (feet) ADJUSTED
 ML0809  ______________________________________________________________________
 ML0809  GEOID HEIGHT    -        -22.391 (meters)                     GEOID18
 ML0809  DYNAMIC HEIGHT  -        829.605 (meters)     2721.80  (feet) COMP
 ML0809  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 ML0809
 ML0809  VERT ORDER      -  SECOND    CLASS 0
 ML0809
 ML0809.The horizontal coordinates were scaled from a map and have
 ML0809.an estimated accuracy of +/- 6 seconds.
 ML0809
 ML0809.The orthometric height was determined by differential leveling and
 ML0809.adjusted by the NATIONAL GEODETIC SURVEY
 ML0809.in June 1991.
 ML0809
 ML0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0809.GEOID18 height accuracy estimate available here.
 ML0809
 ML0809.Click photographs - Photos may exist for this station.
 ML0809
 ML0809.The dynamic height is computed by dividing the NAVD 88
 ML0809.geopotential number by the normal gravity value computed on the
 ML0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0809.degrees latitude (g = 980.6199 gals.).
 ML0809
 ML0809.The modeled gravity was interpolated from observed gravity values.
 ML0809
 ML0809;                    North         East    Units  Estimated Accuracy
 ML0809;SPC NE       -   175,180.      505,920.      MT  (+/- 180 meters Scaled)
 ML0809
 ML0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML223848(NAD 83)
 ML0809
 ML0809                          SUPERSEDED SURVEY CONTROL
 ML0809
 ML0809  NGVD 29 (??/??/92)  829.809  (m)         2722.47   (f) ADJ UNCH    2 0
 ML0809
 ML0809.Superseded values are not recommended for survey control.
 ML0809
 ML0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0809.See file dsdata.pdf to determine how the superseded data were derived.
 ML0809
 ML0809_MARKER: DB = BENCH MARK DISK
 ML0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0809_STAMPING: F 318 1950
 ML0809_MARK LOGO: CGS
 ML0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0809+STABILITY: SURFACE MOTION
 ML0809
 ML0809  HISTORY     - Date     Condition        Report By
 ML0809  HISTORY     - 1950     MONUMENTED       CGS
 ML0809
 ML0809                          STATION DESCRIPTION
 ML0809
 ML0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0809'14.9 MI SW FROM MERNA.
 ML0809'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0809'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0809'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0809'5.0 MILES SOUTH ALONG A DIRT ROAD, 315 FEET SOUTH OF THE SOUTHWEST
 ML0809'CORNER OF A SMALL WOODEN BRIDGE, 186 FEET SOUTHWEST OF THE
 ML0809'CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 46 FEET WEST OF
 ML0809'THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A FENCE, 1.2 FEET
 ML0809'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0809'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0915 ***********************************************************************
 ML0915  DESIGNATION -  F 319
 ML0915  PID         -  ML0915
 ML0915  STATE/COUNTY-  NE/CUSTER
 ML0915  COUNTRY     -  US
 ML0915  USGS QUAD   -  MILBURN (2017)
 ML0915
 ML0915                         *CURRENT SURVEY CONTROL
 ML0915  ______________________________________________________________________
 ML0915* NAD 83(1986) POSITION- 41 44 01.     (N) 099 43 51.     (W)   SCALED
 ML0915* NAVD 88 ORTHO HEIGHT -   764.991 (meters)     2509.81  (feet) ADJUSTED
 ML0915  ______________________________________________________________________
 ML0915  GEOID HEIGHT    -        -22.562 (meters)                     GEOID18
 ML0915  DYNAMIC HEIGHT  -        764.602 (meters)     2508.53  (feet) COMP
 ML0915  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 ML0915
 ML0915  VERT ORDER      -  SECOND    CLASS 0
 ML0915
 ML0915.The horizontal coordinates were scaled from a map and have
 ML0915.an estimated accuracy of +/- 6 seconds.
 ML0915
 ML0915.The orthometric height was determined by differential leveling and
 ML0915.adjusted by the NATIONAL GEODETIC SURVEY
 ML0915.in June 1991.
 ML0915
 ML0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0915.GEOID18 height accuracy estimate available here.
 ML0915
 ML0915.Click photographs - Photos may exist for this station.
 ML0915
 ML0915.The dynamic height is computed by dividing the NAVD 88
 ML0915.geopotential number by the normal gravity value computed on the
 ML0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0915.degrees latitude (g = 980.6199 gals.).
 ML0915
 ML0915.The modeled gravity was interpolated from observed gravity values.
 ML0915
 ML0915;                    North         East    Units  Estimated Accuracy
 ML0915;SPC NE       -   211,010.      522,390.      MT  (+/- 180 meters Scaled)
 ML0915
 ML0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM392204(NAD 83)
 ML0915
 ML0915                          SUPERSEDED SURVEY CONTROL
 ML0915
 ML0915  NGVD 29 (??/??/92)  764.707  (m)         2508.88   (f) ADJ UNCH    2 0
 ML0915
 ML0915.Superseded values are not recommended for survey control.
 ML0915
 ML0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0915.See file dsdata.pdf to determine how the superseded data were derived.
 ML0915
 ML0915_MARKER: DB = BENCH MARK DISK
 ML0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0915_STAMPING: F 319 1950
 ML0915_MARK LOGO: CGS
 ML0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0915+STABILITY: SURFACE MOTION
 ML0915
 ML0915  HISTORY     - Date     Condition        Report By
 ML0915  HISTORY     - 1950     MONUMENTED       CGS
 ML0915  HISTORY     - 1984     GOOD             LOCSUR
 ML0915
 ML0915                          STATION DESCRIPTION
 ML0915
 ML0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0915'1 MI N FROM MILBURN.
 ML0915'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0915'MILBURN, AT A FARM DRIVEWAY LEADING EAST, BETWEEN TWO COTTONWOOD
 ML0915'TREES, 71 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 14
 ML0915'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7 FEET EAST OF
 ML0915'THE MOST WESTERLY ONE OF TWO COTTONWOOD TREES, 5.6 FEET WEST OF
 ML0915'THE MOST EASTERLY ONE OF TWO COTTONWOOD TREES, 1 FOOT SOUTH OF A
 ML0915'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0915'0.4 FOOT ABOVE THE GROUND.
 ML0915
 ML0915                          STATION RECOVERY (1984)
 ML0915
 ML0915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0266 ***********************************************************************
 MM0266  DESIGNATION -  F 32
 MM0266  PID         -  MM0266
 MM0266  STATE/COUNTY-  NE/GRANT
 MM0266  COUNTRY     -  US
 MM0266  USGS QUAD   -  HYANNIS SOUTH (2017)
 MM0266
 MM0266                         *CURRENT SURVEY CONTROL
 MM0266  ______________________________________________________________________
 MM0266* NAD 83(1986) POSITION- 41 52 58.24   (N) 101 45 38.42   (W)   HD_HELD1
 MM0266* NAVD 88 ORTHO HEIGHT -  1154.191 (meters)     3786.71  (feet) ADJUSTED
 MM0266  ______________________________________________________________________
 MM0266  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 MM0266  DYNAMIC HEIGHT  -       1153.542 (meters)     3784.58  (feet) COMP
 MM0266  MODELED GRAVITY -    980,019.2   (mgal)                       NAVD 88
 MM0266
 MM0266  VERT ORDER      -  SECOND    CLASS 0
 MM0266
 MM0266.The horizontal coordinates were determined by differentially corrected
 MM0266.hand held GPS observations or other comparable positioning techniques
 MM0266.and have an estimated accuracy of +/- 3 meters.
 MM0266
 MM0266.The orthometric height was determined by differential leveling and
 MM0266.adjusted by the NATIONAL GEODETIC SURVEY
 MM0266.in June 1991.
 MM0266
 MM0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0266.GEOID18 height accuracy estimate available here.
 MM0266
 MM0266.Click photographs - Photos may exist for this station.
 MM0266
 MM0266.The dynamic height is computed by dividing the NAVD 88
 MM0266.geopotential number by the normal gravity value computed on the
 MM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0266.degrees latitude (g = 980.6199 gals.).
 MM0266
 MM0266.The modeled gravity was interpolated from observed gravity values.
 MM0266
 MM0266;                    North         East    Units  Estimated Accuracy
 MM0266;SPC NE       -   229,036.8     353,916.5     MT  (+/- 3 meters HH1 GPS) 
 MM0266
 MM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7093940454(NAD 83)
 MM0266
 MM0266                          SUPERSEDED SURVEY CONTROL
 MM0266
 MM0266  NGVD 29 (??/??/92) 1153.724  (m)         3785.18   (f) ADJ UNCH    2 0
 MM0266
 MM0266.Superseded values are not recommended for survey control.
 MM0266
 MM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0266.See file dsdata.pdf to determine how the superseded data were derived.
 MM0266
 MM0266_MARKER: DB = BENCH MARK DISK
 MM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0266_STAMPING: F 32 1934
 MM0266_MARK LOGO: CGS
 MM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0266+STABILITY: SURFACE MOTION
 MM0266
 MM0266  HISTORY     - Date     Condition        Report By
 MM0266  HISTORY     - 1934     MONUMENTED       CGS
 MM0266  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0266
 MM0266                          STATION DESCRIPTION
 MM0266
 MM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0266'11.4 MI SE FROM HYANNIS.
 MM0266'11.4 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0266'COUNTY, 3/4 MILE SOUTHEAST OF A LARGE LAKE, AND 75 FEET EAST
 MM0266'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0266'F 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0266
 MM0266                          STATION RECOVERY (1984)
 MM0266
 MM0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0840 ***********************************************************************
 LH0840  DESIGNATION -  F 320 RESET
 LH0840  PID         -  LH0840
 LH0840  STATE/COUNTY-  NE/DAWSON
 LH0840  COUNTRY     -  US
 LH0840  USGS QUAD   -  BUFFALO (2017)
 LH0840
 LH0840                         *CURRENT SURVEY CONTROL
 LH0840  ______________________________________________________________________
 LH0840* NAD 83(1986) POSITION- 40 53 14.     (N) 099 50 40.     (W)   SCALED
 LH0840* NAVD 88 ORTHO HEIGHT -   754.65  (meters)     2475.9   (feet) RESET
 LH0840  ______________________________________________________________________
 LH0840  GEOID HEIGHT    -        -23.504 (meters)                     GEOID18
 LH0840  VERT ORDER      -  THIRD
 LH0840
 LH0840.The horizontal coordinates were scaled from a map and have
 LH0840.an estimated accuracy of +/- 6 seconds.
 LH0840
 LH0840.The orthometric height was computed from unverified reset data.
 LH0840
 LH0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0840.GEOID18 height accuracy estimate available here.
 LH0840
 LH0840.Click photographs - Photos may exist for this station.
 LH0840
 LH0840;                    North         East    Units  Estimated Accuracy
 LH0840;SPC NE       -   117,020.      513,110.      MT  (+/- 180 meters Scaled)
 LH0840
 LH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288265(NAD 83)
 LH0840
 LH0840                          SUPERSEDED SURVEY CONTROL
 LH0840
 LH0840  NGVD 29 (??/??/??)  754.35   (m)         2474.9    (f) RESET       3  
 LH0840
 LH0840.Superseded values are not recommended for survey control.
 LH0840
 LH0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0840.See file dsdata.pdf to determine how the superseded data were derived.
 LH0840
 LH0840_MARKER: DB = BENCH MARK DISK
 LH0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0840_STAMPING: F 320 RESET 1961
 LH0840_MARK LOGO: CGS
 LH0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0840+STABILITY: SURFACE MOTION
 LH0840
 LH0840  HISTORY     - Date     Condition        Report By
 LH0840  HISTORY     - 1961     MONUMENTED       CGS
 LH0840
 LH0840                          STATION DESCRIPTION
 LH0840
 LH0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0840'AT DARR.
 LH0840'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LH0840'STATION AT DARR, THENCE 2.75 MILES NORTH ALONG A GRAVELED ROAD,
 LH0840'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 LH0840'NORTH ALONG A GRAVELED ROAD, 44.0 FEET NORTH AND 38.8 FEET EAST
 LH0840'OF THE SECTION CORNER TO THE NORTHWEST CORNER OF SEC. 33-T11N-R22W
 LH0840'OF THE 6TH P.M. IN DAWSON COUNTY, NEBRASKA, SET IN THE TOP OF A
 LH0840'CONCRETE POST, WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0005 ***********************************************************************
 LJ0005  DESIGNATION -  F 321
 LJ0005  PID         -  LJ0005
 LJ0005  STATE/COUNTY-  NE/DAWSON
 LJ0005  COUNTRY     -  US
 LJ0005  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0005
 LJ0005                         *CURRENT SURVEY CONTROL
 LJ0005  ______________________________________________________________________
 LJ0005* NAD 83(1986) POSITION- 40 53 12.     (N) 100 04 06.     (W)   SCALED
 LJ0005* NAVD 88 ORTHO HEIGHT -   769.125 (meters)     2523.37  (feet) ADJUSTED
 LJ0005  ______________________________________________________________________
 LJ0005  GEOID HEIGHT    -        -23.278 (meters)                     GEOID18
 LJ0005  DYNAMIC HEIGHT  -        768.671 (meters)     2521.88  (feet) COMP
 LJ0005  MODELED GRAVITY -    980,008.1   (mgal)                       NAVD 88
 LJ0005
 LJ0005  VERT ORDER      -  SECOND    CLASS 0
 LJ0005
 LJ0005.The horizontal coordinates were scaled from a map and have
 LJ0005.an estimated accuracy of +/- 6 seconds.
 LJ0005
 LJ0005.The orthometric height was determined by differential leveling and
 LJ0005.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0005.in June 1991.
 LJ0005
 LJ0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0005.GEOID18 height accuracy estimate available here.
 LJ0005
 LJ0005.Click photographs - Photos may exist for this station.
 LJ0005
 LJ0005.The dynamic height is computed by dividing the NAVD 88
 LJ0005.geopotential number by the normal gravity value computed on the
 LJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0005.degrees latitude (g = 980.6199 gals.).
 LJ0005
 LJ0005.The modeled gravity was interpolated from observed gravity values.
 LJ0005
 LJ0005;                    North         East    Units  Estimated Accuracy
 LJ0005;SPC NE       -   116,950.      494,240.      MT  (+/- 180 meters Scaled)
 LJ0005
 LJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML099267(NAD 83)
 LJ0005
 LJ0005                          SUPERSEDED SURVEY CONTROL
 LJ0005
 LJ0005  NGVD 29 (??/??/92)  768.834  (m)         2522.42   (f) ADJ UNCH    2 0
 LJ0005
 LJ0005.Superseded values are not recommended for survey control.
 LJ0005
 LJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0005.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0005
 LJ0005_MARKER: DB = BENCH MARK DISK
 LJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0005_STAMPING: F 321 1950
 LJ0005_MARK LOGO: CGS
 LJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0005+STABILITY: SURFACE MOTION
 LJ0005
 LJ0005  HISTORY     - Date     Condition        Report By
 LJ0005  HISTORY     - 1950     MONUMENTED       CGS
 LJ0005  HISTORY     - 1972     POOR             NGS
 LJ0005  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0005
 LJ0005                          STATION DESCRIPTION
 LJ0005
 LJ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0005'AT WILLOW ISLAND.
 LJ0005'0.1 MILE EAST OF THE UNION PACIFIC RAILROAD STATION AT WILLOW
 LJ0005'ISLAND, 3 POLES WEST OF MILEPOST 243, 129 FEET EAST OF A FENCE
 LJ0005'CORNER, 84 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF
 LJ0005'TRACKS, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 1.4 FEET NORTH
 LJ0005'OF THE RIGHT OF WAY FENCE, 2 FEET EAST OF A WITNESS POST, SET IN
 LJ0005'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LJ0005'GROUND.
 LJ0005
 LJ0005                          STATION RECOVERY (1972)
 LJ0005
 LJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LJ0005'MARK RECOVERED IN POOR CONDITION.
 LJ0005
 LJ0005                          STATION RECOVERY (1986)
 LJ0005
 LJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0005'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0531 ***********************************************************************
 LH0531  DESIGNATION -  F 322
 LH0531  PID         -  LH0531
 LH0531  STATE/COUNTY-  NE/BUFFALO
 LH0531  COUNTRY     -  US
 LH0531  USGS QUAD   -  ELM CREEK EAST (2017)
 LH0531
 LH0531                         *CURRENT SURVEY CONTROL
 LH0531  ______________________________________________________________________
 LH0531* NAD 83(1986) POSITION- 40 42 34.     (N) 099 18 55.     (W)   SCALED
 LH0531* NAVD 88 ORTHO HEIGHT -   684.956 (meters)     2247.23  (feet) ADJUSTED
 LH0531  ______________________________________________________________________
 LH0531  GEOID HEIGHT    -        -24.346 (meters)                     GEOID18
 LH0531  DYNAMIC HEIGHT  -        684.558 (meters)     2245.92  (feet) COMP
 LH0531  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 LH0531
 LH0531  VERT ORDER      -  FIRST     CLASS II
 LH0531
 LH0531.The horizontal coordinates were scaled from a map and have
 LH0531.an estimated accuracy of +/- 6 seconds.
 LH0531
 LH0531.The orthometric height was determined by differential leveling and
 LH0531.adjusted by the NATIONAL GEODETIC SURVEY
 LH0531.in May 1993.
 LH0531
 LH0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0531.GEOID18 height accuracy estimate available here.
 LH0531
 LH0531.Click photographs - Photos may exist for this station.
 LH0531
 LH0531.The dynamic height is computed by dividing the NAVD 88
 LH0531.geopotential number by the normal gravity value computed on the
 LH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0531.degrees latitude (g = 980.6199 gals.).
 LH0531
 LH0531.The modeled gravity was interpolated from observed gravity values.
 LH0531
 LH0531;                    North         East    Units  Estimated Accuracy
 LH0531;SPC NE       -    97,500.      557,850.      MT  (+/- 180 meters Scaled)
 LH0531
 LH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML733065(NAD 83)
 LH0531
 LH0531                          SUPERSEDED SURVEY CONTROL
 LH0531
 LH0531  NAVD 88 (06/15/91)  684.987  (m)         2247.33   (f) SUPERSEDED  1 2
 LH0531  NGVD 29 (02/14/92)  684.696  (m)         2246.37   (f) ADJUSTED    1 2
 LH0531  NGVD 29 (??/??/87)  684.725  (m)         2246.47   (f) SUPERSEDED  1 2
 LH0531
 LH0531.Superseded values are not recommended for survey control.
 LH0531
 LH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0531.See file dsdata.pdf to determine how the superseded data were derived.
 LH0531
 LH0531_MARKER: DB = BENCH MARK DISK
 LH0531_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0531_SP_SET: CULVERT WINGWALL
 LH0531_STAMPING: F 322 1950
 LH0531_MARK LOGO: CGS
 LH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0531+STABILITY: SURFACE MOTION
 LH0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0531+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0531
 LH0531  HISTORY     - Date     Condition        Report By
 LH0531  HISTORY     - 1950     MONUMENTED       CGS
 LH0531  HISTORY     - 19910923 GOOD             NGS
 LH0531
 LH0531                          STATION DESCRIPTION
 LH0531
 LH0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0531'3.1 MI W FROM ODESSA.
 LH0531'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0531'AT ODESSA, 12.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 LH0531'3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 LH0531'WINGWALL OF CONCRETE TUBE CULVERT 201.43, 1.6 FEET NORTHEAST
 LH0531'OF THE SOUTHWEST END OF THE WINGWALL.
 LH0531
 LH0531                          STATION RECOVERY (1991)
 LH0531
 LH0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0531'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0531'U.S. HIGHWAY 183 IN ELM CREEK, IN TOP OF AND 0.4 M (1.3 FT)
 LH0531'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WINGWALL OF
 LH0531'A CULVERT UNDER THE UNION PACIFIC RAILROAD, 51.2 M (168.0 FT) SOUTH
 LH0531'OF THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT) SOUTH OF THE NEAR RAIL,
 LH0531'AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0689 ***********************************************************************
 ML0689  DESIGNATION -  F 323
 ML0689  PID         -  ML0689
 ML0689  STATE/COUNTY-  NE/VALLEY
 ML0689  COUNTRY     -  US
 ML0689  USGS QUAD   -  ARCADIA EAST (2017)
 ML0689
 ML0689                         *CURRENT SURVEY CONTROL
 ML0689  ______________________________________________________________________
 ML0689* NAD 83(1986) POSITION- 41 25 24.     (N) 099 07 12.     (W)   SCALED
 ML0689* NAVD 88 ORTHO HEIGHT -   657.701 (meters)     2157.81  (feet) ADJUSTED
 ML0689  ______________________________________________________________________
 ML0689  GEOID HEIGHT    -        -23.619 (meters)                     GEOID18
 ML0689  DYNAMIC HEIGHT  -        657.371 (meters)     2156.72  (feet) COMP
 ML0689  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0689
 ML0689  VERT ORDER      -  FIRST     CLASS II
 ML0689
 ML0689.The horizontal coordinates were scaled from a map and have
 ML0689.an estimated accuracy of +/- 6 seconds.
 ML0689
 ML0689.The orthometric height was determined by differential leveling and
 ML0689.adjusted by the NATIONAL GEODETIC SURVEY
 ML0689.in June 1991.
 ML0689
 ML0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0689.GEOID18 height accuracy estimate available here.
 ML0689
 ML0689.Click photographs - Photos may exist for this station.
 ML0689
 ML0689.The dynamic height is computed by dividing the NAVD 88
 ML0689.geopotential number by the normal gravity value computed on the
 ML0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0689.degrees latitude (g = 980.6199 gals.).
 ML0689
 ML0689.The modeled gravity was interpolated from observed gravity values.
 ML0689
 ML0689;                    North         East    Units  Estimated Accuracy
 ML0689;SPC NE       -   176,900.      573,540.      MT  (+/- 180 meters Scaled)
 ML0689
 ML0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML899857(NAD 83)
 ML0689
 ML0689                          SUPERSEDED SURVEY CONTROL
 ML0689
 ML0689  NGVD 29 (??/??/92)  657.456  (m)         2157.00   (f) ADJ UNCH    1 2
 ML0689
 ML0689.Superseded values are not recommended for survey control.
 ML0689
 ML0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0689.See file dsdata.pdf to determine how the superseded data were derived.
 ML0689
 ML0689_MARKER: DB = BENCH MARK DISK
 ML0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0689_STAMPING: F 323 1950
 ML0689_MARK LOGO: CGS
 ML0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0689+STABILITY: SURFACE MOTION
 ML0689
 ML0689  HISTORY     - Date     Condition        Report By
 ML0689  HISTORY     - 1950     MONUMENTED       CGS
 ML0689
 ML0689                          STATION DESCRIPTION
 ML0689
 ML0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0689'AT ARCADIA.
 ML0689'AT ARCADIA, 0.7 MILE SOUTHEAST OF THE CHICAGO, BURLINGTON AND
 ML0689'QUINCY RAILROAD STATION, AT THE INTERSECTION OF THE CHICAGO,
 ML0689'BURLINGTON AND QUINCY RAILROAD AND STATE HIGHWAY 56, 52 FEET
 ML0689'NORTHEAST OF THE NORTHEAST RAIL, 32 FEET SOUTH OF THE CENTER
 ML0689'LINE OF THE HIGHWAY, 6.8 FEET EAST OF A POWER POLE, 12 FEET WEST
 ML0689'OF A TELEPHONE POLE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE
 ML0689'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0989 ***********************************************************************
 ML0989  DESIGNATION -  F 324
 ML0989  PID         -  ML0989
 ML0989  STATE/COUNTY-  NE/LOUP
 ML0989  COUNTRY     -  US
 ML0989  USGS QUAD   -  ALMERIA SW (2017)
 ML0989
 ML0989                         *CURRENT SURVEY CONTROL
 ML0989  ______________________________________________________________________
 ML0989* NAD 83(1986) POSITION- 41 49 41.     (N) 099 40 03.     (W)   SCALED
 ML0989* NAVD 88 ORTHO HEIGHT -   765.876 (meters)     2512.71  (feet) ADJUSTED
 ML0989  ______________________________________________________________________
 ML0989  GEOID HEIGHT    -        -22.655 (meters)                     GEOID18
 ML0989  DYNAMIC HEIGHT  -        765.499 (meters)     2511.47  (feet) COMP
 ML0989  MODELED GRAVITY -    980,105.0   (mgal)                       NAVD 88
 ML0989
 ML0989  VERT ORDER      -  SECOND    CLASS 0
 ML0989
 ML0989.The horizontal coordinates were scaled from a map and have
 ML0989.an estimated accuracy of +/- 6 seconds.
 ML0989
 ML0989.The orthometric height was determined by differential leveling and
 ML0989.adjusted by the NATIONAL GEODETIC SURVEY
 ML0989.in June 1991.
 ML0989
 ML0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0989.GEOID18 height accuracy estimate available here.
 ML0989
 ML0989.Click photographs - Photos may exist for this station.
 ML0989
 ML0989.The dynamic height is computed by dividing the NAVD 88
 ML0989.geopotential number by the normal gravity value computed on the
 ML0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0989.degrees latitude (g = 980.6199 gals.).
 ML0989
 ML0989.The modeled gravity was interpolated from observed gravity values.
 ML0989
 ML0989;                    North         East    Units  Estimated Accuracy
 ML0989;SPC NE       -   221,520.      527,610.      MT  (+/- 180 meters Scaled)
 ML0989
 ML0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM445309(NAD 83)
 ML0989
 ML0989                          SUPERSEDED SURVEY CONTROL
 ML0989
 ML0989  NGVD 29 (??/??/92)  765.598  (m)         2511.80   (f) ADJ UNCH    2 0
 ML0989
 ML0989.Superseded values are not recommended for survey control.
 ML0989
 ML0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0989.See file dsdata.pdf to determine how the superseded data were derived.
 ML0989
 ML0989_MARKER: DB = BENCH MARK DISK
 ML0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0989_STAMPING: F 324 1950
 ML0989_MARK LOGO: CGS
 ML0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0989+STABILITY: SURFACE MOTION
 ML0989
 ML0989  HISTORY     - Date     Condition        Report By
 ML0989  HISTORY     - 1950     MONUMENTED       CGS
 ML0989
 ML0989                          STATION DESCRIPTION
 ML0989
 ML0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0989'7.8 MI W FROM ALMERIA.
 ML0989'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0989'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0989'0.6 MILE WEST ALONG A SAND ROAD, 59 FEET NORTHEAST OF A FENCE
 ML0989'CORNER, 41 FEET EAST OF ANOTHER FENCE CORNER, 9 FEET NORTH OF
 ML0989'THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 1.5 FEET
 ML0989'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0989'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1459 ***********************************************************************
 MK1459  DESIGNATION -  F 327
 MK1459  PID         -  MK1459
 MK1459  STATE/COUNTY-  NE/POLK
 MK1459  COUNTRY     -  US
 MK1459  USGS QUAD   -  SILVER CREEK (2017)
 MK1459
 MK1459                         *CURRENT SURVEY CONTROL
 MK1459  ______________________________________________________________________
 MK1459* NAD 83(1986) POSITION- 41 15 00.     (N) 097 38 10.     (W)   SCALED
 MK1459* NAVD 88 ORTHO HEIGHT -   477.586 (meters)     1566.88  (feet) ADJUSTED
 MK1459  ______________________________________________________________________
 MK1459  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 MK1459  DYNAMIC HEIGHT  -        477.360 (meters)     1566.14  (feet) COMP
 MK1459  MODELED GRAVITY -    980,136.9   (mgal)                       NAVD 88
 MK1459
 MK1459  VERT ORDER      -  SECOND    CLASS 0
 MK1459
 MK1459.The horizontal coordinates were scaled from a map and have
 MK1459.an estimated accuracy of +/- 6 seconds.
 MK1459
 MK1459.The orthometric height was determined by differential leveling and
 MK1459.adjusted by the NATIONAL GEODETIC SURVEY
 MK1459.in June 1991.
 MK1459
 MK1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1459.GEOID18 height accuracy estimate available here.
 MK1459
 MK1459.Click photographs - Photos may exist for this station.
 MK1459
 MK1459.The dynamic height is computed by dividing the NAVD 88
 MK1459.geopotential number by the normal gravity value computed on the
 MK1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1459.degrees latitude (g = 980.6199 gals.).
 MK1459
 MK1459.The modeled gravity was interpolated from observed gravity values.
 MK1459
 MK1459;                    North         East    Units  Estimated Accuracy
 MK1459;SPC NE       -   159,990.      698,040.      MT  (+/- 180 meters Scaled)
 MK1459
 MK1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL142674(NAD 83)
 MK1459
 MK1459                          SUPERSEDED SURVEY CONTROL
 MK1459
 MK1459  NGVD 29 (??/??/92)  477.385  (m)         1566.22   (f) ADJ UNCH    2 0
 MK1459
 MK1459.Superseded values are not recommended for survey control.
 MK1459
 MK1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1459.See file dsdata.pdf to determine how the superseded data were derived.
 MK1459
 MK1459_MARKER: DB = BENCH MARK DISK
 MK1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1459_STAMPING: F 327 1950
 MK1459_MARK LOGO: CGS
 MK1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1459+STABILITY: SURFACE MOTION
 MK1459
 MK1459  HISTORY     - Date     Condition        Report By
 MK1459  HISTORY     - 1950     MONUMENTED       CGS
 MK1459  HISTORY     - 20101001 MARK NOT FOUND   INDIV
 MK1459
 MK1459                          STATION DESCRIPTION
 MK1459
 MK1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1459'5.6 MI SE FROM SILVER CREEK.
 MK1459'4.6 MILES SOUTH ALONG THE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1459'SILVER CREEK, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A
 MK1459'ROAD INTERSECTION, 138 FEET EAST OF THE CENTER LINE OF A NORTH
 MK1459'AND SOUTH ROAD, 62 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 MK1459'WEST ROAD, 21.5 FEET WEST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE,
 MK1459'7 FEET EAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 1.5
 MK1459'FEET SOUTH OF THE SOUTH WALL OF THE SCHOOLHOUSE, SET IN THE TOP
 MK1459'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1459'THIS MARK IS 1.0 MILE NORTH OF BENCH MARK E 327.
 MK1459
 MK1459                          STATION RECOVERY (2010)
 MK1459
 MK1459'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0499 ***********************************************************************
 ML0499  DESIGNATION -  F 329
 ML0499  PID         -  ML0499
 ML0499  STATE/COUNTY-  NE/VALLEY
 ML0499  COUNTRY     -  US
 ML0499  USGS QUAD   -  ORD (2017)
 ML0499
 ML0499                         *CURRENT SURVEY CONTROL
 ML0499  ______________________________________________________________________
 ML0499* NAD 83(1986) POSITION- 41 31 26.68   (N) 098 59 32.28   (W)   HD_HELD1
 ML0499* NAVD 88 ORTHO HEIGHT -   668.478 (meters)     2193.16  (feet) ADJUSTED
 ML0499  ______________________________________________________________________
 ML0499  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 ML0499  DYNAMIC HEIGHT  -        668.147 (meters)     2192.08  (feet) COMP
 ML0499  MODELED GRAVITY -    980,105.4   (mgal)                       NAVD 88
 ML0499
 ML0499  VERT ORDER      -  SECOND    CLASS 0
 ML0499
 ML0499.The horizontal coordinates were determined by differentially corrected
 ML0499.hand held GPS observations or other comparable positioning techniques
 ML0499.and have an estimated accuracy of +/- 3 meters.
 ML0499
 ML0499.The orthometric height was determined by differential leveling and
 ML0499.adjusted by the NATIONAL GEODETIC SURVEY
 ML0499.in June 1991.
 ML0499
 ML0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0499.GEOID18 height accuracy estimate available here.
 ML0499
 ML0499.Click photographs - Photos may exist for this station.
 ML0499
 ML0499.The dynamic height is computed by dividing the NAVD 88
 ML0499.geopotential number by the normal gravity value computed on the
 ML0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0499.degrees latitude (g = 980.6199 gals.).
 ML0499
 ML0499.The modeled gravity was interpolated from observed gravity values.
 ML0499
 ML0499;                    North         East    Units  Estimated Accuracy
 ML0499;SPC NE       -   188,205.3     584,077.3     MT  (+/- 3 meters HH1 GPS) 
 ML0499
 ML0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0064296937(NAD 83)
 ML0499
 ML0499                          SUPERSEDED SURVEY CONTROL
 ML0499
 ML0499  NGVD 29 (??/??/92)  668.224  (m)         2192.33   (f) ADJ UNCH    2 0
 ML0499
 ML0499.Superseded values are not recommended for survey control.
 ML0499
 ML0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0499.See file dsdata.pdf to determine how the superseded data were derived.
 ML0499
 ML0499_MARKER: DB = BENCH MARK DISK
 ML0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0499_STAMPING: F 329 1950
 ML0499_MARK LOGO: CGS
 ML0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0499+STABILITY: SURFACE MOTION
 ML0499
 ML0499  HISTORY     - Date     Condition        Report By
 ML0499  HISTORY     - 1950     MONUMENTED       CGS
 ML0499
 ML0499                          STATION DESCRIPTION
 ML0499
 ML0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0499'8 MI SW FROM ORD.
 ML0499'8.0 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0499'AT ORD, AT A VACANT FARMHOUSE, 49 FEET SOUTHEAST OF THE SOUTHEAST
 ML0499'CORNER OF THE HOUSE, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ML0499'OF A CORN CRIB, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0499'18 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT
 ML0499'NORTH OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE
 ML0499'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0896 ***********************************************************************
 MK0896  DESIGNATION -  F 330
 MK0896  PID         -  MK0896
 MK0896  STATE/COUNTY-  NE/BUTLER
 MK0896  COUNTRY     -  US
 MK0896  USGS QUAD   -  ROGERS (2017)
 MK0896
 MK0896                         *CURRENT SURVEY CONTROL
 MK0896  ______________________________________________________________________
 MK0896* NAD 83(1986) POSITION- 41 25 01.     (N) 096 55 31.     (W)   SCALED
 MK0896* NAVD 88 ORTHO HEIGHT -   405.813 (meters)     1331.40  (feet) ADJUSTED
 MK0896  ______________________________________________________________________
 MK0896  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 MK0896  DYNAMIC HEIGHT  -        405.638 (meters)     1330.83  (feet) COMP
 MK0896  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 MK0896
 MK0896  VERT ORDER      -  SECOND    CLASS 0
 MK0896
 MK0896.The horizontal coordinates were scaled from a map and have
 MK0896.an estimated accuracy of +/- 6 seconds.
 MK0896
 MK0896.The orthometric height was determined by differential leveling and
 MK0896.adjusted by the NATIONAL GEODETIC SURVEY
 MK0896.in June 1991.
 MK0896
 MK0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0896.GEOID18 height accuracy estimate available here.
 MK0896
 MK0896.Click photographs - Photos may exist for this station.
 MK0896
 MK0896.The dynamic height is computed by dividing the NAVD 88
 MK0896.geopotential number by the normal gravity value computed on the
 MK0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0896.degrees latitude (g = 980.6199 gals.).
 MK0896
 MK0896.The modeled gravity was interpolated from observed gravity values.
 MK0896
 MK0896;                    North         East    Units  Estimated Accuracy
 MK0896;SPC NE       -   180,390.      756,910.      MT  (+/- 180 meters Scaled)
 MK0896
 MK0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL733871(NAD 83)
 MK0896
 MK0896                          SUPERSEDED SURVEY CONTROL
 MK0896
 MK0896  NGVD 29 (??/??/92)  405.654  (m)         1330.88   (f) ADJ UNCH    2 0
 MK0896
 MK0896.Superseded values are not recommended for survey control.
 MK0896
 MK0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0896.See file dsdata.pdf to determine how the superseded data were derived.
 MK0896
 MK0896_MARKER: DB = BENCH MARK DISK
 MK0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0896_STAMPING: F 330 1950
 MK0896_MARK LOGO: CGS
 MK0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0896+STABILITY: SURFACE MOTION
 MK0896
 MK0896  HISTORY     - Date     Condition        Report By
 MK0896  HISTORY     - 1950     MONUMENTED       CGS
 MK0896
 MK0896                          STATION DESCRIPTION
 MK0896
 MK0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0896'0.5 MI NE FROM LINWOOD.
 MK0896'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0896'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, 40 FEET WEST
 MK0896'OF THE CENTER LINE OF THE ROAD, 48 FEET NORTHWEST OF THE NORTHWEST
 MK0896'RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD, 6 FEET NORTH
 MK0896'OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, 1.3 FEET SOUTH
 MK0896'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0896'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1336 ***********************************************************************
 MK1336  DESIGNATION -  F 331
 MK1336  PID         -  MK1336
 MK1336  STATE/COUNTY-  NE/BUTLER
 MK1336  COUNTRY     -  US
 MK1336  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1336
 MK1336                         *CURRENT SURVEY CONTROL
 MK1336  ______________________________________________________________________
 MK1336* NAD 83(1986) POSITION- 41 21 09.35   (N) 097 12 47.85   (W)   HD_HELD1
 MK1336* NAVD 88 ORTHO HEIGHT -   436.300 (meters)     1431.43  (feet) ADJUSTED
 MK1336  ______________________________________________________________________
 MK1336  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 MK1336  DYNAMIC HEIGHT  -        436.104 (meters)     1430.78  (feet) COMP
 MK1336  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 MK1336
 MK1336  VERT ORDER      -  SECOND    CLASS 0
 MK1336
 MK1336.The horizontal coordinates were determined by differentially corrected
 MK1336.hand held GPS observations or other comparable positioning techniques
 MK1336.and have an estimated accuracy of +/- 3 meters.
 MK1336
 MK1336.The orthometric height was determined by differential leveling and
 MK1336.adjusted by the NATIONAL GEODETIC SURVEY
 MK1336.in June 1991.
 MK1336
 MK1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1336.GEOID18 height accuracy estimate available here.
 MK1336
 MK1336.Click photographs - Photos may exist for this station.
 MK1336
 MK1336.The dynamic height is computed by dividing the NAVD 88
 MK1336.geopotential number by the normal gravity value computed on the
 MK1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1336.degrees latitude (g = 980.6199 gals.).
 MK1336
 MK1336.The modeled gravity was interpolated from observed gravity values.
 MK1336
 MK1336;                    North         East    Units  Estimated Accuracy
 MK1336;SPC NE       -   172,433.5     733,087.2     MT  (+/- 3 meters HH1 GPS) 
 MK1336
 MK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4946479439(NAD 83)
 MK1336
 MK1336                          SUPERSEDED SURVEY CONTROL
 MK1336
 MK1336  NGVD 29 (??/??/92)  436.126  (m)         1430.86   (f) ADJ UNCH    2 0
 MK1336
 MK1336.Superseded values are not recommended for survey control.
 MK1336
 MK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1336.See file dsdata.pdf to determine how the superseded data were derived.
 MK1336
 MK1336_MARKER: DB = BENCH MARK DISK
 MK1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1336_STAMPING: F 331 1950
 MK1336_MARK LOGO: CGS
 MK1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1336+STABILITY: SURFACE MOTION
 MK1336
 MK1336  HISTORY     - Date     Condition        Report By
 MK1336  HISTORY     - 1950     MONUMENTED       CGS
 MK1336  HISTORY     - 20100511 POOR             INDIV
 MK1336
 MK1336                          STATION DESCRIPTION
 MK1336
 MK1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1336'1.9 MI NE FROM BELLWOOD.
 MK1336'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK1336'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1336'ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A GRAVELED
 MK1336'ROAD, 0.1 MILE EAST OF A ROAD JUNCTION, BETWEEN TWO POWER POLES
 MK1336'WHICH ARE 14 FEET APART, 44 FEET NORTH OF THE CENTER LINE OF
 MK1336'THE ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1336'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1336
 MK1336                          STATION RECOVERY (2010)
 MK1336
 MK1336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1336'MARK IS LOCATED BETWEEN TWO POLES OF A POWER TRANSMISSION LINE
 MK1336'H-STRUCTURE.  CAP IS BROKEN AND PARTIALLY MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0970 ***********************************************************************
 ML0970  DESIGNATION -  F 332
 ML0970  PID         -  ML0970
 ML0970  STATE/COUNTY-  NE/CUSTER
 ML0970  COUNTRY     -  US
 ML0970  USGS QUAD   -  ANSELMO NE (2017)
 ML0970
 ML0970                         *CURRENT SURVEY CONTROL
 ML0970  ______________________________________________________________________
 ML0970* NAD 83(1986) POSITION- 41 40 12.     (N) 099 47 51.     (W)   SCALED
 ML0970* NAVD 88 ORTHO HEIGHT -   788.237 (meters)     2586.07  (feet) ADJUSTED
 ML0970  ______________________________________________________________________
 ML0970  GEOID HEIGHT    -        -22.444 (meters)                     GEOID18
 ML0970  DYNAMIC HEIGHT  -        787.831 (meters)     2584.74  (feet) COMP
 ML0970  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 ML0970
 ML0970  VERT ORDER      -  SECOND    CLASS 0
 ML0970
 ML0970.The horizontal coordinates were scaled from a map and have
 ML0970.an estimated accuracy of +/- 6 seconds.
 ML0970
 ML0970.The orthometric height was determined by differential leveling and
 ML0970.adjusted by the NATIONAL GEODETIC SURVEY
 ML0970.in June 1991.
 ML0970
 ML0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0970.GEOID18 height accuracy estimate available here.
 ML0970
 ML0970.Click photographs - Photos may exist for this station.
 ML0970
 ML0970.The dynamic height is computed by dividing the NAVD 88
 ML0970.geopotential number by the normal gravity value computed on the
 ML0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0970.degrees latitude (g = 980.6199 gals.).
 ML0970
 ML0970.The modeled gravity was interpolated from observed gravity values.
 ML0970
 ML0970;                    North         East    Units  Estimated Accuracy
 ML0970;SPC NE       -   203,940.      516,860.      MT  (+/- 180 meters Scaled)
 ML0970
 ML0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM336134(NAD 83)
 ML0970
 ML0970                          SUPERSEDED SURVEY CONTROL
 ML0970
 ML0970  NGVD 29 (??/??/92)  787.951  (m)         2585.14   (f) ADJ UNCH    2 0
 ML0970
 ML0970.Superseded values are not recommended for survey control.
 ML0970
 ML0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0970.See file dsdata.pdf to determine how the superseded data were derived.
 ML0970
 ML0970_MARKER: DB = BENCH MARK DISK
 ML0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0970_STAMPING: F 332 1950
 ML0970_MARK LOGO: CGS
 ML0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0970+STABILITY: SURFACE MOTION
 ML0970
 ML0970  HISTORY     - Date     Condition        Report By
 ML0970  HISTORY     - 1950     MONUMENTED       CGS
 ML0970
 ML0970                          STATION DESCRIPTION
 ML0970
 ML0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0970'6.2 MI SW FROM MILBURN.
 ML0970'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0970'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0970'4.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, 0.45 MILE
 ML0970'SOUTHWEST OF A FARMHOUSE, 35 FEET SOUTH OF THE CENTER LINE OF
 ML0970'THE ROAD, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 ML0970'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0970'NOTE-- THIS MARK IS 1.15 MILES NORTHEAST OF BENCH MARK Z 319.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1366 ***********************************************************************
 MK1366  DESIGNATION -  F 333
 MK1366  PID         -  MK1366
 MK1366  STATE/COUNTY-  NE/MERRICK
 MK1366  COUNTRY     -  US
 MK1366  USGS QUAD   -  POLK NW (2017)
 MK1366
 MK1366                         *CURRENT SURVEY CONTROL
 MK1366  ______________________________________________________________________
 MK1366* NAD 83(1986) POSITION- 41 10 18.     (N) 097 57 31.     (W)   SCALED
 MK1366* NAVD 88 ORTHO HEIGHT -   508.378 (meters)     1667.90  (feet) ADJUSTED
 MK1366  ______________________________________________________________________
 MK1366  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 MK1366  DYNAMIC HEIGHT  -        508.132 (meters)     1667.10  (feet) COMP
 MK1366  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 MK1366
 MK1366  VERT ORDER      -  FIRST     CLASS II
 MK1366
 MK1366.The horizontal coordinates were scaled from a map and have
 MK1366.an estimated accuracy of +/- 6 seconds.
 MK1366
 MK1366.The orthometric height was determined by differential leveling and
 MK1366.adjusted by the NATIONAL GEODETIC SURVEY
 MK1366.in June 1991.
 MK1366
 MK1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1366.GEOID18 height accuracy estimate available here.
 MK1366
 MK1366.Click photographs - Photos may exist for this station.
 MK1366
 MK1366.The dynamic height is computed by dividing the NAVD 88
 MK1366.geopotential number by the normal gravity value computed on the
 MK1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1366.degrees latitude (g = 980.6199 gals.).
 MK1366
 MK1366.The modeled gravity was interpolated from observed gravity values.
 MK1366
 MK1366;                    North         East    Units  Estimated Accuracy
 MK1366;SPC NE       -   150,610.      671,240.      MT  (+/- 180 meters Scaled)
 MK1366
 MK1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL873583(NAD 83)
 MK1366
 MK1366                          SUPERSEDED SURVEY CONTROL
 MK1366
 MK1366  NGVD 29 (??/??/92)  508.165  (m)         1667.20   (f) ADJ UNCH    1 2
 MK1366
 MK1366.Superseded values are not recommended for survey control.
 MK1366
 MK1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1366.See file dsdata.pdf to determine how the superseded data were derived.
 MK1366
 MK1366_MARKER: DB = BENCH MARK DISK
 MK1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1366_STAMPING: F 333 1950
 MK1366_MARK LOGO: CGS
 MK1366_PROJECTION: FLUSH
 MK1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1366+STABILITY: SURFACE MOTION
 MK1366
 MK1366  HISTORY     - Date     Condition        Report By
 MK1366  HISTORY     - 1950     MONUMENTED       CGS
 MK1366
 MK1366                          STATION DESCRIPTION
 MK1366
 MK1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1366'5.2 MI NE FROM CENTRAL CITY.
 MK1366'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1366'STATION AT CENTRAL CITY, THENCE 2.2 MILES NORTH ALONG A GRADED
 MK1366'DIRT ROAD, THENCE 0.3 MILE EAST THROUGH A FARMYARD, AT THE SILVER
 MK1366'T AIRPORT, 64 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE
 MK1366'AIRPORT, 24 FEET EAST OF A NORTH AND SOUTH FENCE, 1.9 FEET NORTH
 MK1366'OF THE NORTHEAST CORNER OF THE NORTH HANGAR, SET IN THE TOP OF A
 MK1366'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0172 ***********************************************************************
 LH0172  DESIGNATION -  F 334
 LH0172  PID         -  LH0172
 LH0172  STATE/COUNTY-  NE/HAMILTON
 LH0172  COUNTRY     -  US
 LH0172  USGS QUAD   -  MURPHY (2017)
 LH0172
 LH0172                         *CURRENT SURVEY CONTROL
 LH0172  ______________________________________________________________________
 LH0172* NAD 83(1986) POSITION- 40 58 22.     (N) 098 06 30.     (W)   SCALED
 LH0172* NAVD 88 ORTHO HEIGHT -   567.611 (meters)     1862.24  (feet) ADJUSTED
 LH0172  ______________________________________________________________________
 LH0172  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 LH0172  DYNAMIC HEIGHT  -        567.318 (meters)     1861.28  (feet) COMP
 LH0172  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 LH0172
 LH0172  VERT ORDER      -  SECOND    CLASS 0
 LH0172
 LH0172.The horizontal coordinates were scaled from a map and have
 LH0172.an estimated accuracy of +/- 6 seconds.
 LH0172
 LH0172.The orthometric height was determined by differential leveling and
 LH0172.adjusted by the NATIONAL GEODETIC SURVEY
 LH0172.in June 1991.
 LH0172
 LH0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0172.GEOID18 height accuracy estimate available here.
 LH0172
 LH0172.Click photographs - Photos may exist for this station.
 LH0172
 LH0172.The dynamic height is computed by dividing the NAVD 88
 LH0172.geopotential number by the normal gravity value computed on the
 LH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0172.degrees latitude (g = 980.6199 gals.).
 LH0172
 LH0172.The modeled gravity was interpolated from observed gravity values.
 LH0172
 LH0172;                    North         East    Units  Estimated Accuracy
 LH0172;SPC NE       -   128,250.      659,160.      MT  (+/- 180 meters Scaled)
 LH0172
 LH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL750361(NAD 83)
 LH0172
 LH0172                          SUPERSEDED SURVEY CONTROL
 LH0172
 LH0172  NGVD 29 (??/??/92)  567.377  (m)         1861.47   (f) ADJ UNCH    2 0
 LH0172
 LH0172.Superseded values are not recommended for survey control.
 LH0172
 LH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0172.See file dsdata.pdf to determine how the superseded data were derived.
 LH0172
 LH0172_MARKER: DB = BENCH MARK DISK
 LH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0172_STAMPING: F 334 1950
 LH0172_MARK LOGO: CGS
 LH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0172+STABILITY: SURFACE MOTION
 LH0172
 LH0172  HISTORY     - Date     Condition        Report By
 LH0172  HISTORY     - 1950     MONUMENTED       CGS
 LH0172
 LH0172                          STATION DESCRIPTION
 LH0172
 LH0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0172'6.4 MI SE FROM CHAPMAN.
 LH0172'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0172'RAILROAD STATION AT CHAPMAN, THENCE 3.3 MILES SOUTH ALONG A
 LH0172'GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED
 LH0172'ROAD, THENCE 0.95 MILE SOUTH ALONG A DIRT AND GRAVELED ROAD,
 LH0172'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.25 MILE EAST
 LH0172'ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A ROAD INTERSECTION, 65
 LH0172'FEET NORTHWEST OF THE NORTHWEST CORNER OF A VACANT HOUSE, 34
 LH0172'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.3 FEET WEST OF A
 LH0172'POWER POLE, 8 FEET EAST OF A 12 INCH PINE TREE, 1 FOOT EAST OF A
 LH0172'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0172'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.8 MILE WEST OF
 LH0172'BENCH MARK E 334.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1325 ***********************************************************************
 MK1325  DESIGNATION -  F 335
 MK1325  PID         -  MK1325
 MK1325  STATE/COUNTY-  NE/BUTLER
 MK1325  COUNTRY     -  US
 MK1325  USGS QUAD   -  COLUMBUS SE (2017)
 MK1325
 MK1325                         *CURRENT SURVEY CONTROL
 MK1325  ______________________________________________________________________
 MK1325* NAD 83(1986) POSITION- 41 19 19.     (N) 097 21 02.     (W)   SCALED
 MK1325* NAVD 88 ORTHO HEIGHT -   453.497 (meters)     1487.85  (feet) ADJUSTED
 MK1325  ______________________________________________________________________
 MK1325  GEOID HEIGHT    -        -25.508 (meters)                     GEOID18
 MK1325  DYNAMIC HEIGHT  -        453.294 (meters)     1487.18  (feet) COMP
 MK1325  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 MK1325
 MK1325  VERT ORDER      -  SECOND    CLASS 0
 MK1325
 MK1325.The horizontal coordinates were scaled from a map and have
 MK1325.an estimated accuracy of +/- 6 seconds.
 MK1325
 MK1325.The orthometric height was determined by differential leveling and
 MK1325.adjusted by the NATIONAL GEODETIC SURVEY
 MK1325.in June 1991.
 MK1325
 MK1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1325.GEOID18 height accuracy estimate available here.
 MK1325
 MK1325.Click photographs - Photos may exist for this station.
 MK1325
 MK1325.The dynamic height is computed by dividing the NAVD 88
 MK1325.geopotential number by the normal gravity value computed on the
 MK1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1325.degrees latitude (g = 980.6199 gals.).
 MK1325
 MK1325.The modeled gravity was interpolated from observed gravity values.
 MK1325
 MK1325;                    North         East    Units  Estimated Accuracy
 MK1325;SPC NE       -   168,670.      721,710.      MT  (+/- 180 meters Scaled)
 MK1325
 MK1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL380758(NAD 83)
 MK1325
 MK1325                          SUPERSEDED SURVEY CONTROL
 MK1325
 MK1325  NGVD 29 (??/??/92)  453.318  (m)         1487.26   (f) ADJ UNCH    2 0
 MK1325
 MK1325.Superseded values are not recommended for survey control.
 MK1325
 MK1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1325.See file dsdata.pdf to determine how the superseded data were derived.
 MK1325
 MK1325_MARKER: DB = BENCH MARK DISK
 MK1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1325_STAMPING: F 335 1950
 MK1325_MARK LOGO: CGS
 MK1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1325+STABILITY: SURFACE MOTION
 MK1325
 MK1325  HISTORY     - Date     Condition        Report By
 MK1325  HISTORY     - 1950     MONUMENTED       CGS
 MK1325  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1325
 MK1325                          STATION DESCRIPTION
 MK1325
 MK1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1325'7.2 MI SW FROM BELLWOOD.
 MK1325'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1325'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1325'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST
 MK1325'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 189 FEET WEST OF
 MK1325'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 28 FEET SOUTH OF THE
 MK1325'CENTER LINE OF AN EAST AND WEST ROAD, 2.2 FEET WEST OF THE
 MK1325'FIRST POWER POLE WEST OF THE ROAD INTERSECTION, 2.2 FEET NORTHEAST
 MK1325'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1325'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1325
 MK1325                          STATION RECOVERY (2011)
 MK1325
 MK1325'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0140 ***********************************************************************
 LH0140  DESIGNATION -  F 337
 LH0140  PID         -  LH0140
 LH0140  STATE/COUNTY-  NE/HAMILTON
 LH0140  COUNTRY     -  US
 LH0140  USGS QUAD   -  MURPHY (2017)
 LH0140
 LH0140                         *CURRENT SURVEY CONTROL
 LH0140  ______________________________________________________________________
 LH0140* NAD 83(1986) POSITION- 40 52 48.     (N) 098 07 00.     (W)   SCALED
 LH0140* NAVD 88 ORTHO HEIGHT -   563.922 (meters)     1850.13  (feet) ADJUSTED
 LH0140  ______________________________________________________________________
 LH0140  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 LH0140  DYNAMIC HEIGHT  -        563.628 (meters)     1849.17  (feet) COMP
 LH0140  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 LH0140
 LH0140  VERT ORDER      -  SECOND    CLASS 0
 LH0140
 LH0140.The horizontal coordinates were scaled from a map and have
 LH0140.an estimated accuracy of +/- 6 seconds.
 LH0140
 LH0140.The orthometric height was determined by differential leveling and
 LH0140.adjusted by the NATIONAL GEODETIC SURVEY
 LH0140.in June 1991.
 LH0140
 LH0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0140.GEOID18 height accuracy estimate available here.
 LH0140
 LH0140.Click photographs - Photos may exist for this station.
 LH0140
 LH0140.The dynamic height is computed by dividing the NAVD 88
 LH0140.geopotential number by the normal gravity value computed on the
 LH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0140.degrees latitude (g = 980.6199 gals.).
 LH0140
 LH0140.The modeled gravity was interpolated from observed gravity values.
 LH0140
 LH0140;                    North         East    Units  Estimated Accuracy
 LH0140;SPC NE       -   117,940.      658,680.      MT  (+/- 180 meters Scaled)
 LH0140
 LH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL744258(NAD 83)
 LH0140
 LH0140                          SUPERSEDED SURVEY CONTROL
 LH0140
 LH0140  NGVD 29 (??/??/92)  563.684  (m)         1849.35   (f) ADJ UNCH    2 0
 LH0140
 LH0140.Superseded values are not recommended for survey control.
 LH0140
 LH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0140.See file dsdata.pdf to determine how the superseded data were derived.
 LH0140
 LH0140_MARKER: DB = BENCH MARK DISK
 LH0140_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0140_SP_SET: SCALE FOUNDATION
 LH0140_STAMPING: F 337 1950
 LH0140_MARK LOGO: CGS
 LH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0140+STABILITY: SURFACE MOTION
 LH0140
 LH0140  HISTORY     - Date     Condition        Report By
 LH0140  HISTORY     - 1950     MONUMENTED       CGS
 LH0140  HISTORY     - 20090514 MARK NOT FOUND   GEOCAC
 LH0140
 LH0140                          STATION DESCRIPTION
 LH0140
 LH0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0140'AT MURPHY.
 LH0140'AT MURPHY, 122 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 LH0140'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 17 FEET NORTHEAST
 LH0140'OF THE NORTHWEST CORNER OF THE AURORA CO-OP GRAIN ELEVATOR,
 LH0140'2.3 FEET NORTH OF THE OFFICE WINDOW OF THE SCALES OFFICE, AND
 LH0140'SET IN CENTER OF THE TOP OF THE SOUTH FOUNDATION OF THE SCALES
 LH0140'WHICH IS ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK
 LH0140'IS 0.3 MILE WEST OF BENCH MARK M 138 1935.
 LH0140
 LH0140                          STATION RECOVERY (2009)
 LH0140
 LH0140'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 LH0140'ACCORDING TO THE ELEVATOR OPERATOR, THE OLD ELEVATOR, OFFICE AND
 LH0140'SCALES HAVE BEEN RAZED AND REMOVED.  THE CURRENT STRUCTURES DATE FROM
 LH0140'1958 AND 1970.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0458 ***********************************************************************
 NP0458  DESIGNATION -  F 340
 NP0458  PID         -  NP0458
 NP0458  STATE/COUNTY-  NE/SIOUX
 NP0458  COUNTRY     -  US
 NP0458  USGS QUAD   -  HARRISON WEST (2017)
 NP0458
 NP0458                         *CURRENT SURVEY CONTROL
 NP0458  ______________________________________________________________________
 NP0458* NAD 83(1986) POSITION- 42 41 07.     (N) 103 53 00.     (W)   SCALED
 NP0458* NAVD 88 ORTHO HEIGHT -  1480.213 (meters)     4856.33  (feet) ADJUSTED
 NP0458  ______________________________________________________________________
 NP0458  GEOID HEIGHT    -        -16.157 (meters)                     GEOID18
 NP0458  DYNAMIC HEIGHT  -       1479.340 (meters)     4853.47  (feet) COMP
 NP0458  MODELED GRAVITY -    979,978.4   (mgal)                       NAVD 88
 NP0458
 NP0458  VERT ORDER      -  FIRST     CLASS II
 NP0458
 NP0458.The horizontal coordinates were scaled from a map and have
 NP0458.an estimated accuracy of +/- 6 seconds.
 NP0458
 NP0458.The orthometric height was determined by differential leveling and
 NP0458.adjusted by the NATIONAL GEODETIC SURVEY
 NP0458.in June 1991.
 NP0458
 NP0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0458.GEOID18 height accuracy estimate available here.
 NP0458
 NP0458.Click photographs - Photos may exist for this station.
 NP0458
 NP0458.The dynamic height is computed by dividing the NAVD 88
 NP0458.geopotential number by the normal gravity value computed on the
 NP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0458.degrees latitude (g = 980.6199 gals.).
 NP0458
 NP0458.The modeled gravity was interpolated from observed gravity values.
 NP0458
 NP0458;                    North         East    Units  Estimated Accuracy
 NP0458;SPC NE       -   323,810.      181,890.      MT  (+/- 180 meters Scaled)
 NP0458
 NP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH914264(NAD 83)
 NP0458
 NP0458                          SUPERSEDED SURVEY CONTROL
 NP0458
 NP0458  NGVD 29 (??/??/92) 1479.526  (m)         4854.08   (f) ADJ UNCH    1 2
 NP0458
 NP0458.Superseded values are not recommended for survey control.
 NP0458
 NP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0458.See file dsdata.pdf to determine how the superseded data were derived.
 NP0458
 NP0458_MARKER: DB = BENCH MARK DISK
 NP0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0458_STAMPING: F 340 1954
 NP0458_MARK LOGO: CGS
 NP0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0458+STABILITY: SURFACE MOTION
 NP0458
 NP0458  HISTORY     - Date     Condition        Report By
 NP0458  HISTORY     - 1954     MONUMENTED       CGS
 NP0458  HISTORY     - 1956     GOOD             CGS
 NP0458
 NP0458                          STATION DESCRIPTION
 NP0458
 NP0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0458'AT HARRISON.
 NP0458'AT HARRISON, 126 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NP0458'CHICAGO AND NORTH WESTERN RAILROAD STATION, 106 FEET SOUTH OF THE
 NP0458'SOUTH RAIL OF THE MAIN TRACK, 53 FEET EAST OF THE CENTER LINE OF
 NP0458'STATE HIGHWAY 29, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 NP0458'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 NP0458'IN THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 31 NORTH, RANGE 56
 NP0458'WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0320 ***********************************************************************
 NP0320  DESIGNATION -  F 341
 NP0320  PID         -  NP0320
 NP0320  STATE/COUNTY-  NE/SIOUX
 NP0320  COUNTRY     -  US
 NP0320  USGS QUAD   -  CRAWFORD (2017)
 NP0320
 NP0320                         *CURRENT SURVEY CONTROL
 NP0320  ______________________________________________________________________
 NP0320* NAD 83(1986) POSITION- 42 39 13.30   (N) 103 29 24.29   (W)   HD_HELD1
 NP0320* NAVD 88 ORTHO HEIGHT -  1167.710 (meters)     3831.06  (feet) ADJUSTED
 NP0320  ______________________________________________________________________
 NP0320  GEOID HEIGHT    -        -17.354 (meters)                     GEOID18
 NP0320  DYNAMIC HEIGHT  -       1167.065 (meters)     3828.95  (feet) COMP
 NP0320  MODELED GRAVITY -    980,029.3   (mgal)                       NAVD 88
 NP0320
 NP0320  VERT ORDER      -  FIRST     CLASS II
 NP0320
 NP0320.The horizontal coordinates were determined by differentially corrected
 NP0320.hand held GPS observations or other comparable positioning techniques
 NP0320.and have an estimated accuracy of +/- 3 meters.
 NP0320
 NP0320.The orthometric height was determined by differential leveling and
 NP0320.adjusted by the NATIONAL GEODETIC SURVEY
 NP0320.in June 1991.
 NP0320
 NP0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0320.GEOID18 height accuracy estimate available here.
 NP0320
 NP0320.Click photographs - Photos may exist for this station.
 NP0320
 NP0320.The dynamic height is computed by dividing the NAVD 88
 NP0320.geopotential number by the normal gravity value computed on the
 NP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0320.degrees latitude (g = 980.6199 gals.).
 NP0320
 NP0320.The modeled gravity was interpolated from observed gravity values.
 NP0320
 NP0320;                    North         East    Units  Estimated Accuracy
 NP0320;SPC NE       -   318,927.7     213,940.3     MT  (+/- 3 meters HH1 GPS) 
 NP0320
 NP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2376123464(NAD 83)
 NP0320
 NP0320                          SUPERSEDED SURVEY CONTROL
 NP0320
 NP0320  NGVD 29 (??/??/92) 1167.100  (m)         3829.06   (f) ADJ UNCH    1 2
 NP0320
 NP0320.Superseded values are not recommended for survey control.
 NP0320
 NP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0320.See file dsdata.pdf to determine how the superseded data were derived.
 NP0320
 NP0320_MARKER: DB = BENCH MARK DISK
 NP0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0320_STAMPING: F 341 1954
 NP0320_MARK LOGO: CGS
 NP0320_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0320+STABILITY: SURFACE MOTION
 NP0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0320+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2018
 NP0320
 NP0320  HISTORY     - Date     Condition        Report By
 NP0320  HISTORY     - 1954     MONUMENTED       CGS
 NP0320  HISTORY     - 20180727 GOOD             NEGS
 NP0320
 NP0320                          STATION DESCRIPTION
 NP0320
 NP0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0320'4.6 MI SW FROM CRAWFORD.
 NP0320'4.6 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0320'FROM THE STATION AT CRAWFORD, 4 POLES WEST OF MILEPOST 437,
 NP0320'36 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, 2.5
 NP0320'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0320'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0320
 NP0320                          STATION RECOVERY (2018)
 NP0320
 NP0320'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 NP0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0136 ***********************************************************************
 NP0136  DESIGNATION -  F 342
 NP0136  PID         -  NP0136
 NP0136  STATE/COUNTY-  NE/BOX BUTTE
 NP0136  COUNTRY     -  US
 NP0136  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0136
 NP0136                         *CURRENT SURVEY CONTROL
 NP0136  ______________________________________________________________________
 NP0136* NAD 83(1986) POSITION- 42 06 22.     (N) 102 52 17.     (W)   SCALED
 NP0136* NAVD 88 ORTHO HEIGHT -  1213.034 (meters)     3979.76  (feet) ADJUSTED
 NP0136  ______________________________________________________________________
 NP0136  GEOID HEIGHT    -        -18.664 (meters)                     GEOID18
 NP0136  DYNAMIC HEIGHT  -       1212.329 (meters)     3977.45  (feet) COMP
 NP0136  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 NP0136
 NP0136  VERT ORDER      -  FIRST     CLASS II
 NP0136
 NP0136.The horizontal coordinates were scaled from a map and have
 NP0136.an estimated accuracy of +/- 6 seconds.
 NP0136
 NP0136.The orthometric height was determined by differential leveling and
 NP0136.adjusted by the NATIONAL GEODETIC SURVEY
 NP0136.in June 1991.
 NP0136
 NP0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0136.GEOID18 height accuracy estimate available here.
 NP0136
 NP0136.Click photographs - Photos may exist for this station.
 NP0136
 NP0136.The dynamic height is computed by dividing the NAVD 88
 NP0136.geopotential number by the normal gravity value computed on the
 NP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0136.degrees latitude (g = 980.6199 gals.).
 NP0136
 NP0136.The modeled gravity was interpolated from observed gravity values.
 NP0136
 NP0136;                    North         East    Units  Estimated Accuracy
 NP0136;SPC NE       -   256,280.      262,610.      MT  (+/- 180 meters Scaled)
 NP0136
 NP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG759637(NAD 83)
 NP0136
 NP0136                          SUPERSEDED SURVEY CONTROL
 NP0136
 NP0136  NGVD 29 (??/??/92) 1212.453  (m)         3977.86   (f) ADJ UNCH    1 2
 NP0136
 NP0136.Superseded values are not recommended for survey control.
 NP0136
 NP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0136.See file dsdata.pdf to determine how the superseded data were derived.
 NP0136
 NP0136_MARKER: DB = BENCH MARK DISK
 NP0136_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0136_SP_SET: BUILDING WALL
 NP0136_STAMPING: F 342 1956
 NP0136_MARK LOGO: CGS
 NP0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0136+STABILITY: POSITION/ELEVATION WELL
 NP0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0136+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 NP0136
 NP0136  HISTORY     - Date     Condition        Report By
 NP0136  HISTORY     - 1956     MONUMENTED       CGS
 NP0136  HISTORY     - 1985     GOOD             NGS
 NP0136  HISTORY     - 20070327 GOOD             NEDR
 NP0136
 NP0136                          STATION DESCRIPTION
 NP0136
 NP0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0136'AT ALLIANCE.
 NP0136'AT ALLIANCE, AT THE JUNIOR HIGH SCHOOL, ON BOX BUTTE AVENUE,
 NP0136'BETWEEN 11TH AND 12TH STREET, 24 FEET NORTH OF THE CENTER OF THE
 NP0136'EAST ENTRANCE TO THE SCHOOL BUILDING, 5.3 FEET SOUTH OF THE
 NP0136'NORTHEAST CORNER OF THE BUILDING, 2.4 FEET ABOVE THE GROUND, SET
 NP0136'VERTICALLY IN THE EAST BRICK WALL OF THE BUILDING, IN THE
 NP0136'SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0136
 NP0136                          STATION RECOVERY (1985)
 NP0136
 NP0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0136'RECOVERED IN GOOD CONDITION.
 NP0136
 NP0136                          STATION RECOVERY (2007)
 NP0136
 NP0136'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 NP0136'ADDITION TO DESCIPTION, BUILDING WAS ADDED ON TO IN 1986,  MARKER IS
 NP0136'INSIDE BUILDING IN HALL, ASK FOR PERMISSION TO ENTER AT THE
 NP0136'ADMINISTRATION BUILDING AT 1604 SWEETWATER RD. MARKER IS IN GOOD
 NP0136'CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0368 ***********************************************************************
 NP0368  DESIGNATION -  F 343
 NP0368  PID         -  NP0368
 NP0368  STATE/COUNTY-  NE/DAWES
 NP0368  COUNTRY     -  US
 NP0368  USGS QUAD   -  MARSLAND (2017)
 NP0368
 NP0368                         *CURRENT SURVEY CONTROL
 NP0368  ______________________________________________________________________
 NP0368* NAD 83(1986) POSITION- 42 27 05.     (N) 103 17 55.     (W)   SCALED
 NP0368* NAVD 88 ORTHO HEIGHT -  1268.993 (meters)     4163.35  (feet) ADJUSTED
 NP0368  ______________________________________________________________________
 NP0368  GEOID HEIGHT    -        -18.058 (meters)                     GEOID18
 NP0368  DYNAMIC HEIGHT  -       1268.241 (meters)     4160.89  (feet) COMP
 NP0368  MODELED GRAVITY -    979,984.6   (mgal)                       NAVD 88
 NP0368
 NP0368  VERT ORDER      -  FIRST     CLASS II
 NP0368
 NP0368.The horizontal coordinates were scaled from a map and have
 NP0368.an estimated accuracy of +/- 6 seconds.
 NP0368
 NP0368.The orthometric height was determined by differential leveling and
 NP0368.adjusted by the NATIONAL GEODETIC SURVEY
 NP0368.in June 1991.
 NP0368
 NP0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0368.GEOID18 height accuracy estimate available here.
 NP0368
 NP0368.Click photographs - Photos may exist for this station.
 NP0368
 NP0368.The dynamic height is computed by dividing the NAVD 88
 NP0368.geopotential number by the normal gravity value computed on the
 NP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0368.degrees latitude (g = 980.6199 gals.).
 NP0368
 NP0368.The modeled gravity was interpolated from observed gravity values.
 NP0368
 NP0368;                    North         East    Units  Estimated Accuracy
 NP0368;SPC NE       -   295,860.      228,770.      MT  (+/- 180 meters Scaled)
 NP0368
 NP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399012(NAD 83)
 NP0368
 NP0368                          SUPERSEDED SURVEY CONTROL
 NP0368
 NP0368  NGVD 29 (??/??/92) 1268.329  (m)         4161.18   (f) ADJ UNCH    1 2
 NP0368
 NP0368.Superseded values are not recommended for survey control.
 NP0368
 NP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0368.See file dsdata.pdf to determine how the superseded data were derived.
 NP0368
 NP0368_MARKER: DB = BENCH MARK DISK
 NP0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0368_SP_SET: WINGWALL
 NP0368_STAMPING: F 343 1956
 NP0368_MARK LOGO: CGS
 NP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0368+STABILITY: SURFACE MOTION
 NP0368
 NP0368  HISTORY     - Date     Condition        Report By
 NP0368  HISTORY     - 1956     MONUMENTED       CGS
 NP0368  HISTORY     - 1985     GOOD             NGS
 NP0368
 NP0368                          STATION DESCRIPTION
 NP0368
 NP0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0368'0.4 MI N FROM MARSLAND.
 NP0368'0.4 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0368'FROM THE STATION SIGN AT MARSLAND, 62 FEET SOUTH OF MILEPOST
 NP0368'401, 28 FEET NORTH OF THE CENTER LINE OF A ROAD, 25 FEET EAST
 NP0368'OF THE EAST RAIL OF THE MAIN TRACK, 4 FEET BELOW THE TOP OF THE
 NP0368'RAILS, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A LARGE
 NP0368'CONCRETE CULVERT, IN THE SOUTHWEST 1/4 OF SECTION 27, TOWNSHIP
 NP0368'29 NORTH, RANGE 51 WEST.
 NP0368
 NP0368                          STATION RECOVERY (1985)
 NP0368
 NP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0368'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0368'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 0.88 KM
 NP0368'(0.55 MI) NORTH ALONG THE BURLINGTON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0384 ***********************************************************************
 NP0384  DESIGNATION -  F 344
 NP0384  PID         -  NP0384
 NP0384  STATE/COUNTY-  NE/BOX BUTTE
 NP0384  COUNTRY     -  US
 NP0384  USGS QUAD   -  MARSLAND SE (2017)
 NP0384
 NP0384                         *CURRENT SURVEY CONTROL
 NP0384  ______________________________________________________________________
 NP0384* NAD 83(1986) POSITION- 42 19 23.     (N) 103 20 52.     (W)   SCALED
 NP0384* NAVD 88 ORTHO HEIGHT -  1387.177 (meters)     4551.10  (feet) POSTED
 NP0384  ______________________________________________________________________
 NP0384  GEOID HEIGHT    -        -18.119 (meters)                     GEOID18
 NP0384  DYNAMIC HEIGHT  -       1386.33  (meters)     4548.3   (feet) COMP
 NP0384  MODELED GRAVITY -    979,959.7   (mgal)                       NAVD 88
 NP0384
 NP0384  VERT ORDER      -  * POSTED, SEE BELOW
 NP0384
 NP0384.The horizontal coordinates were scaled from a map and have
 NP0384.an estimated accuracy of +/- 6 seconds.
 NP0384
 NP0384.The orthometric height was determined by differential leveling
 NP0384.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0384
 NP0384.* This is a POSTED BENCH MARK height.
 NP0384
 NP0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0384.GEOID18 height accuracy estimate available here.
 NP0384
 NP0384.Click photographs - Photos may exist for this station.
 NP0384
 NP0384.The dynamic height is computed by dividing the NAVD 88
 NP0384.geopotential number by the normal gravity value computed on the
 NP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0384.degrees latitude (g = 980.6199 gals.).
 NP0384
 NP0384.The modeled gravity was interpolated from observed gravity values.
 NP0384
 NP0384;                    North         East    Units  Estimated Accuracy
 NP0384;SPC NE       -   281,770.      224,180.      MT  (+/- 180 meters Scaled)
 NP0384
 NP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG361869(NAD 83)
 NP0384
 NP0384                          SUPERSEDED SURVEY CONTROL
 NP0384
 NP0384  NGVD 29 (??/??/92) 1386.491  (m)         4548.85   (f) ADJ UNCH    2 0
 NP0384
 NP0384.Superseded values are not recommended for survey control.
 NP0384
 NP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0384.See file dsdata.pdf to determine how the superseded data were derived.
 NP0384
 NP0384_MARKER: DB = BENCH MARK DISK
 NP0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0384_STAMPING: F 344 1956
 NP0384_MARK LOGO: CGS
 NP0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0384+STABILITY: SURFACE MOTION
 NP0384
 NP0384  HISTORY     - Date     Condition        Report By
 NP0384  HISTORY     - 1956     MONUMENTED       CGS
 NP0384  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0384
 NP0384                          STATION DESCRIPTION
 NP0384
 NP0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0384'14 MI W FROM HEMINGFORD.
 NP0384'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0384'AT HEMINGFORD, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 87, 39
 NP0384'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF
 NP0384'THE CENTER OF A WIRE GATE, 1.4 FEET NORTH OF A FENCE, 1.4 FEET
 NP0384'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0384'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NP0384'1/4 OF SECTION 14, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0384
 NP0384                          STATION RECOVERY (1981)
 NP0384
 NP0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0380 ***********************************************************************
 NP0380  DESIGNATION -  F 345
 NP0380  PID         -  NP0380
 NP0380  STATE/COUNTY-  NE/BOX BUTTE
 NP0380  COUNTRY     -  US
 NP0380  USGS QUAD   -  MARSLAND SW (2017)
 NP0380
 NP0380                         *CURRENT SURVEY CONTROL
 NP0380  ______________________________________________________________________
 NP0380* NAD 83(1986) POSITION- 42 18 33.     (N) 103 23 10.     (W)   SCALED
 NP0380* NAVD 88 ORTHO HEIGHT -  1388.131 (meters)     4554.23  (feet) POSTED
 NP0380  ______________________________________________________________________
 NP0380  GEOID HEIGHT    -        -18.101 (meters)                     GEOID18
 NP0380  DYNAMIC HEIGHT  -       1387.28  (meters)     4551.4   (feet) COMP
 NP0380  MODELED GRAVITY -    979,958.2   (mgal)                       NAVD 88
 NP0380
 NP0380  VERT ORDER      -  * POSTED, SEE BELOW
 NP0380
 NP0380.The horizontal coordinates were scaled from a map and have
 NP0380.an estimated accuracy of +/- 6 seconds.
 NP0380
 NP0380.The orthometric height was determined by differential leveling
 NP0380.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0380
 NP0380.* This is a POSTED BENCH MARK height.
 NP0380
 NP0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0380.GEOID18 height accuracy estimate available here.
 NP0380
 NP0380.Click photographs - Photos may exist for this station.
 NP0380
 NP0380.The dynamic height is computed by dividing the NAVD 88
 NP0380.geopotential number by the normal gravity value computed on the
 NP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0380.degrees latitude (g = 980.6199 gals.).
 NP0380
 NP0380.The modeled gravity was interpolated from observed gravity values.
 NP0380
 NP0380;                    North         East    Units  Estimated Accuracy
 NP0380;SPC NE       -   280,360.      220,960.      MT  (+/- 180 meters Scaled)
 NP0380
 NP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG330853(NAD 83)
 NP0380
 NP0380                          SUPERSEDED SURVEY CONTROL
 NP0380
 NP0380  NGVD 29 (??/??/92) 1387.442  (m)         4551.97   (f) ADJ UNCH    2 0
 NP0380
 NP0380.Superseded values are not recommended for survey control.
 NP0380
 NP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0380.See file dsdata.pdf to determine how the superseded data were derived.
 NP0380
 NP0380_MARKER: DB = BENCH MARK DISK
 NP0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0380_STAMPING: F 345 1956
 NP0380_MARK LOGO: CGS
 NP0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0380+STABILITY: SURFACE MOTION
 NP0380
 NP0380  HISTORY     - Date     Condition        Report By
 NP0380  HISTORY     - 1956     MONUMENTED       CGS
 NP0380
 NP0380                          STATION DESCRIPTION
 NP0380
 NP0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0380'17 MI W FROM HEMINGFORD.
 NP0380'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0380'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0380'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 1.0 MILE
 NP0380'SOUTH OF A SCHOOLHOUSE, 67 FEET NORTH OF THE CENTER LINE OF AN
 NP0380'EAST AND WEST ROAD, 48 FEET WEST OF THE CENTER LINE OF A NORTH
 NP0380'AND SOUTH ROAD, 56 FEET NORTH OF A MAIL BOX, 2 FEET EAST OF A
 NP0380'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0380'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 16,
 NP0380'TOWNSHIP 27 NORTH, RANGE 52 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1705 ***********************************************************************
 MK1705  DESIGNATION -  F 346
 MK1705  PID         -  MK1705
 MK1705  STATE/COUNTY-  NE/PLATTE
 MK1705  COUNTRY     -  US
 MK1705  USGS QUAD   -  TARNOV (2017)
 MK1705
 MK1705                         *CURRENT SURVEY CONTROL
 MK1705  ______________________________________________________________________
 MK1705* NAD 83(1986) POSITION- 41 33 45.     (N) 097 34 14.     (W)   SCALED
 MK1705* NAVD 88 ORTHO HEIGHT -   476.044 (meters)     1561.82  (feet) ADJUSTED
 MK1705  ______________________________________________________________________
 MK1705  GEOID HEIGHT    -        -25.003 (meters)                     GEOID18
 MK1705  DYNAMIC HEIGHT  -        475.834 (meters)     1561.13  (feet) COMP
 MK1705  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 MK1705
 MK1705  VERT ORDER      -  SECOND    CLASS 0
 MK1705
 MK1705.The horizontal coordinates were scaled from a map and have
 MK1705.an estimated accuracy of +/- 6 seconds.
 MK1705
 MK1705.The orthometric height was determined by differential leveling and
 MK1705.adjusted by the NATIONAL GEODETIC SURVEY
 MK1705.in June 1991.
 MK1705
 MK1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1705.GEOID18 height accuracy estimate available here.
 MK1705
 MK1705.Click photographs - Photos may exist for this station.
 MK1705
 MK1705.The dynamic height is computed by dividing the NAVD 88
 MK1705.geopotential number by the normal gravity value computed on the
 MK1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1705.degrees latitude (g = 980.6199 gals.).
 MK1705
 MK1705.The modeled gravity was interpolated from observed gravity values.
 MK1705
 MK1705;                    North         East    Units  Estimated Accuracy
 MK1705;SPC NE       -   194,830.      702,560.      MT  (+/- 180 meters Scaled)
 MK1705
 MK1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM191021(NAD 83)
 MK1705
 MK1705                          SUPERSEDED SURVEY CONTROL
 MK1705
 MK1705  NGVD 29 (??/??/92)  475.850  (m)         1561.18   (f) ADJ UNCH    2 0
 MK1705
 MK1705.Superseded values are not recommended for survey control.
 MK1705
 MK1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1705.See file dsdata.pdf to determine how the superseded data were derived.
 MK1705
 MK1705_MARKER: DB = BENCH MARK DISK
 MK1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1705_STAMPING: F 346 1957
 MK1705_MARK LOGO: CGS
 MK1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1705+STABILITY: SURFACE MOTION
 MK1705
 MK1705  HISTORY     - Date     Condition        Report By
 MK1705  HISTORY     - 1957     MONUMENTED       CGS
 MK1705  HISTORY     - 1989     GOOD             LOCSUR
 MK1705
 MK1705                          STATION DESCRIPTION
 MK1705
 MK1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1705'5.6 MI NW FROM PLATTE CENTER.
 MK1705'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1705'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1705'THENCE 1.8 MILES NORTHWEST ALONG A ROAD, IN SECTION 5, T. 18 N.,
 MK1705'R. 2 W., 119 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 MK1705'23 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE TO A CEMETERY,
 MK1705'2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 MK1705'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 MK1705'CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1705
 MK1705                          STATION RECOVERY (1989)
 MK1705
 MK1705'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0207 ***********************************************************************
 NO0207  DESIGNATION -  F 347
 NO0207  PID         -  NO0207
 NO0207  STATE/COUNTY-  NE/CHERRY
 NO0207  COUNTRY     -  US
 NO0207  USGS QUAD   -  CODY EAST (2017)
 NO0207
 NO0207                         *CURRENT SURVEY CONTROL
 NO0207  ______________________________________________________________________
 NO0207* NAD 83(1986) POSITION- 42 55 52.     (N) 101 11 05.     (W)   SCALED
 NO0207* NAVD 88 ORTHO HEIGHT -   947.420 (meters)     3108.33  (feet) ADJUSTED
 NO0207  ______________________________________________________________________
 NO0207  GEOID HEIGHT    -        -20.514 (meters)                     GEOID18
 NO0207  DYNAMIC HEIGHT  -        947.016 (meters)     3107.00  (feet) COMP
 NO0207  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 NO0207
 NO0207  VERT ORDER      -  FIRST     CLASS II
 NO0207
 NO0207.The horizontal coordinates were scaled from a map and have
 NO0207.an estimated accuracy of +/- 6 seconds.
 NO0207
 NO0207.The orthometric height was determined by differential leveling and
 NO0207.adjusted by the NATIONAL GEODETIC SURVEY
 NO0207.in June 1991.
 NO0207
 NO0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0207.GEOID18 height accuracy estimate available here.
 NO0207
 NO0207.Click photographs - Photos may exist for this station.
 NO0207
 NO0207.The dynamic height is computed by dividing the NAVD 88
 NO0207.geopotential number by the normal gravity value computed on the
 NO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0207.degrees latitude (g = 980.6199 gals.).
 NO0207
 NO0207.The modeled gravity was interpolated from observed gravity values.
 NO0207
 NO0207;                    North         East    Units  Estimated Accuracy
 NO0207;SPC NE       -   344,630.      403,300.      MT  (+/- 180 meters Scaled)
 NO0207
 NO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN217554(NAD 83)
 NO0207
 NO0207                          SUPERSEDED SURVEY CONTROL
 NO0207
 NO0207  NGVD 29 (??/??/92)  947.049  (m)         3107.11   (f) ADJ UNCH    1 2
 NO0207
 NO0207.Superseded values are not recommended for survey control.
 NO0207
 NO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0207.See file dsdata.pdf to determine how the superseded data were derived.
 NO0207
 NO0207_MARKER: DB = BENCH MARK DISK
 NO0207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0207_SP_SET: CULVERT HEADWALL
 NO0207_STAMPING: F 347 1957
 NO0207_MARK LOGO: CGS
 NO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0207+STABILITY: SURFACE MOTION
 NO0207
 NO0207  HISTORY     - Date     Condition        Report By
 NO0207  HISTORY     - 1957     MONUMENTED       CGS
 NO0207
 NO0207                          STATION DESCRIPTION
 NO0207
 NO0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0207'3.3 MI E FROM CODY.
 NO0207'ABOUT 3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0207'FROM THE STATION AT CODY, IN SECTION, 10, T. 34 N., R. 33 W.,
 NO0207'NEAR THE CENTER OF A NORTHEAST-SOUTHWEST TANGENT IN THE TRACK,
 NO0207'33 FEET SOUTHWEST OF MILEPOST 304, 34 FEET SOUTHEAST OF THE
 NO0207'SOUTHEAST RAIL, ABOUT 9 FEET BELOW THE RAIL AND IN THE TOP OF THE
 NO0207'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0217 ***********************************************************************
 NP0217  DESIGNATION -  F 348
 NP0217  PID         -  NP0217
 NP0217  STATE/COUNTY-  NE/DAWES
 NP0217  COUNTRY     -  US
 NP0217  USGS QUAD   -  BORDEAUX (2017)
 NP0217
 NP0217                         *CURRENT SURVEY CONTROL
 NP0217  ______________________________________________________________________
 NP0217* NAD 83(1986) POSITION- 42 46 02.     (N) 102 48 45.     (W)   SCALED
 NP0217* NAVD 88 ORTHO HEIGHT -  1127.327 (meters)     3698.57  (feet) ADJUSTED
 NP0217  ______________________________________________________________________
 NP0217  GEOID HEIGHT    -        -17.941 (meters)                     GEOID18
 NP0217  DYNAMIC HEIGHT  -       1126.759 (meters)     3696.71  (feet) COMP
 NP0217  MODELED GRAVITY -    980,078.6   (mgal)                       NAVD 88
 NP0217
 NP0217  VERT ORDER      -  FIRST     CLASS II
 NP0217
 NP0217.The horizontal coordinates were scaled from a map and have
 NP0217.an estimated accuracy of +/- 6 seconds.
 NP0217
 NP0217.The orthometric height was determined by differential leveling and
 NP0217.adjusted by the NATIONAL GEODETIC SURVEY
 NP0217.in June 1991.
 NP0217
 NP0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0217.GEOID18 height accuracy estimate available here.
 NP0217
 NP0217.Click photographs - Photos may exist for this station.
 NP0217
 NP0217.The dynamic height is computed by dividing the NAVD 88
 NP0217.geopotential number by the normal gravity value computed on the
 NP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0217.degrees latitude (g = 980.6199 gals.).
 NP0217
 NP0217.The modeled gravity was interpolated from observed gravity values.
 NP0217
 NP0217;                    North         East    Units  Estimated Accuracy
 NP0217;SPC NE       -   329,510.      269,870.      MT  (+/- 180 meters Scaled)
 NP0217
 NP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH789372(NAD 83)
 NP0217
 NP0217                          SUPERSEDED SURVEY CONTROL
 NP0217
 NP0217  NGVD 29 (??/??/92) 1126.784  (m)         3696.79   (f) ADJ UNCH    1 2
 NP0217
 NP0217.Superseded values are not recommended for survey control.
 NP0217
 NP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0217.See file dsdata.pdf to determine how the superseded data were derived.
 NP0217
 NP0217_MARKER: DB = BENCH MARK DISK
 NP0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0217_SP_SET: ABUTMENT
 NP0217_STAMPING: F 348 1957
 NP0217_MARK LOGO: CGS
 NP0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0217
 NP0217  HISTORY     - Date     Condition        Report By
 NP0217  HISTORY     - 1957     MONUMENTED       CGS
 NP0217
 NP0217                          STATION DESCRIPTION
 NP0217
 NP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0217'8.8 MI NW FROM HAY SPRINGS.
 NP0217'ABOUT 8.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0217'RAILWAY FROM THE STATION AT HAY SPRINGS, IN SECTION 3, T. 32 N.,
 NP0217'R. 47 W., 13 1/2 POLES NORTHWEST OF MILEPOST 395, 4 RAILS
 NP0217'SOUTHEAST OF THE SWITCH STAND AT THE SOUTHEAST END OF BORDEAUX
 NP0217'SIDING, IN THE SOUTHWEST END OF THE BRIDGE SEAT OF THE SOUTHEAST
 NP0217'ABUTMENT OF THE BRIDGE OVER BORDEAUX CREEK AND ABOUT 1 FOOT
 NP0217'BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0235 ***********************************************************************
 NP0235  DESIGNATION -  F 349
 NP0235  PID         -  NP0235
 NP0235  STATE/COUNTY-  NE/DAWES
 NP0235  COUNTRY     -  US
 NP0235  USGS QUAD   -  CHADRON EAST (2017)
 NP0235
 NP0235                         *CURRENT SURVEY CONTROL
 NP0235  ______________________________________________________________________
 NP0235* NAD 83(1986) POSITION- 42 50 27.     (N) 102 59 34.     (W)   SCALED
 NP0235* NAVD 88 ORTHO HEIGHT -  1033.840 (meters)     3391.86  (feet) ADJUSTED
 NP0235  ______________________________________________________________________
 NP0235  GEOID HEIGHT    -        -17.992 (meters)                     GEOID18
 NP0235  DYNAMIC HEIGHT  -       1033.331 (meters)     3390.19  (feet) COMP
 NP0235  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 NP0235
 NP0235  VERT ORDER      -  FIRST     CLASS II
 NP0235
 NP0235.The horizontal coordinates were scaled from a map and have
 NP0235.an estimated accuracy of +/- 6 seconds.
 NP0235
 NP0235.The orthometric height was determined by differential leveling and
 NP0235.adjusted by the NATIONAL GEODETIC SURVEY
 NP0235.in June 1991.
 NP0235
 NP0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0235.GEOID18 height accuracy estimate available here.
 NP0235
 NP0235.Click photographs - Photos may exist for this station.
 NP0235
 NP0235.The dynamic height is computed by dividing the NAVD 88
 NP0235.geopotential number by the normal gravity value computed on the
 NP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0235.degrees latitude (g = 980.6199 gals.).
 NP0235
 NP0235.The modeled gravity was interpolated from observed gravity values.
 NP0235
 NP0235;                    North         East    Units  Estimated Accuracy
 NP0235;SPC NE       -   338,170.      255,400.      MT  (+/- 180 meters Scaled)
 NP0235
 NP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH640450(NAD 83)
 NP0235
 NP0235                          SUPERSEDED SURVEY CONTROL
 NP0235
 NP0235  NGVD 29 (??/??/92) 1033.299  (m)         3390.08   (f) ADJ UNCH    1 2
 NP0235
 NP0235.Superseded values are not recommended for survey control.
 NP0235
 NP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0235.See file dsdata.pdf to determine how the superseded data were derived.
 NP0235
 NP0235_MARKER: DB = BENCH MARK DISK
 NP0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0235_STAMPING: F 349 1957
 NP0235_MARK LOGO: CGS
 NP0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0235+STABILITY: SURFACE MOTION
 NP0235
 NP0235  HISTORY     - Date     Condition        Report By
 NP0235  HISTORY     - 1957     MONUMENTED       CGS
 NP0235  HISTORY     - 1974     GOOD             LOCENG
 NP0235
 NP0235                          STATION DESCRIPTION
 NP0235
 NP0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0235'0.9 MI NE FROM CHADRON.
 NP0235'ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 NP0235'AT CHADRON, THENCE 0.3 MILE EAST ALONG A DIRT STREET, IN SECTION
 NP0235'17, T. 33 N., R. 48 W., AT O AND N AIRPORT, 1 FOOT EAST OF THE
 NP0235'NORTHEAST CORNER OF THE SECOND HANGAR SOUTH FROM THE NORTH
 NP0235'END OF A ROW OF HANGARS, IN THE TOP OF A CONCRETE POST WHICH
 NP0235'PROJECTS 5 INCHES.
 NP0235
 NP0235                          STATION RECOVERY (1974)
 NP0235
 NP0235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0057 ***********************************************************************
 NP0057  DESIGNATION -  F 35
 NP0057  PID         -  NP0057
 NP0057  STATE/COUNTY-  NE/SHERIDAN
 NP0057  COUNTRY     -  US
 NP0057  USGS QUAD   -  GORDON (2017)
 NP0057
 NP0057                         *CURRENT SURVEY CONTROL
 NP0057  ______________________________________________________________________
 NP0057* NAD 83(1986) POSITION- 42 52 27.     (N) 102 12 09.     (W)   SCALED
 NP0057* NAVD 88 ORTHO HEIGHT -  1137.395 (meters)     3731.60  (feet) ADJUSTED
 NP0057  ______________________________________________________________________
 NP0057  GEOID HEIGHT    -        -18.400 (meters)                     GEOID18
 NP0057  DYNAMIC HEIGHT  -       1136.861 (meters)     3729.85  (feet) COMP
 NP0057  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 NP0057
 NP0057  VERT ORDER      -  SECOND    CLASS 0
 NP0057
 NP0057.The horizontal coordinates were scaled from a map and have
 NP0057.an estimated accuracy of +/- 6 seconds.
 NP0057
 NP0057.The orthometric height was determined by differential leveling and
 NP0057.adjusted by the NATIONAL GEODETIC SURVEY
 NP0057.in June 1991.
 NP0057
 NP0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0057.GEOID18 height accuracy estimate available here.
 NP0057
 NP0057.Click photographs - Photos may exist for this station.
 NP0057
 NP0057.The dynamic height is computed by dividing the NAVD 88
 NP0057.geopotential number by the normal gravity value computed on the
 NP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0057.degrees latitude (g = 980.6199 gals.).
 NP0057
 NP0057.The modeled gravity was interpolated from observed gravity values.
 NP0057
 NP0057;                    North         East    Units  Estimated Accuracy
 NP0057;SPC NE       -   339,940.      320,070.      MT  (+/- 180 meters Scaled)
 NP0057
 NP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH284506(NAD 83)
 NP0057
 NP0057                          SUPERSEDED SURVEY CONTROL
 NP0057
 NP0057  NGVD 29 (??/??/92) 1136.895  (m)         3729.96   (f) ADJ UNCH    2 0
 NP0057
 NP0057.Superseded values are not recommended for survey control.
 NP0057
 NP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0057.See file dsdata.pdf to determine how the superseded data were derived.
 NP0057
 NP0057_MARKER: DB = BENCH MARK DISK
 NP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0057_STAMPING: F 35 1934
 NP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0057+STABILITY: SURFACE MOTION
 NP0057
 NP0057  HISTORY     - Date     Condition        Report By
 NP0057  HISTORY     - 1934     MONUMENTED       CGS
 NP0057  HISTORY     - 1941     MARK NOT FOUND   CGS
 NP0057
 NP0057                          STATION DESCRIPTION
 NP0057
 NP0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NP0057'4.9 MI N FROM GORDON.
 NP0057'4.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0057'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 120
 NP0057'YARDS SOUTH OF A STUCCO FARMHOUSE, 33 FEET WEST OF THE CENTERLINE
 NP0057'OF THE HIGHWAY, AND 4.8 FEET SOUTHEAST OF THE FENCE POST AT THE
 NP0057'SOUTHEAST CORNER OF A HOG LOT.  A STANDARD DISK, STAMPED F 35
 NP0057'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NP0057'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0325 ***********************************************************************
 NO0325  DESIGNATION -  F 350
 NO0325  PID         -  NO0325
 NO0325  STATE/COUNTY-  NE/CHERRY
 NO0325  COUNTRY     -  US
 NO0325  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0325
 NO0325                         *CURRENT SURVEY CONTROL
 NO0325  ______________________________________________________________________
 NO0325* NAD 83(1986) POSITION- 42 53 49.     (N) 101 49 21.     (W)   SCALED
 NO0325* NAVD 88 ORTHO HEIGHT -  1023.720 (meters)     3358.65  (feet) ADJUSTED
 NO0325  ______________________________________________________________________
 NO0325  GEOID HEIGHT    -        -19.170 (meters)                     GEOID18
 NO0325  DYNAMIC HEIGHT  -       1023.257 (meters)     3357.14  (feet) COMP
 NO0325  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 NO0325
 NO0325  VERT ORDER      -  FIRST     CLASS II
 NO0325
 NO0325.The horizontal coordinates were scaled from a map and have
 NO0325.an estimated accuracy of +/- 6 seconds.
 NO0325
 NO0325.The orthometric height was determined by differential leveling and
 NO0325.adjusted by the NATIONAL GEODETIC SURVEY
 NO0325.in June 1991.
 NO0325
 NO0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0325.GEOID18 height accuracy estimate available here.
 NO0325
 NO0325.Click photographs - Photos may exist for this station.
 NO0325
 NO0325.The dynamic height is computed by dividing the NAVD 88
 NO0325.geopotential number by the normal gravity value computed on the
 NO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0325.degrees latitude (g = 980.6199 gals.).
 NO0325
 NO0325.The modeled gravity was interpolated from observed gravity values.
 NO0325
 NO0325;                    North         East    Units  Estimated Accuracy
 NO0325;SPC NE       -   341,740.      351,160.      MT  (+/- 180 meters Scaled)
 NO0325
 NO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN695532(NAD 83)
 NO0325
 NO0325                          SUPERSEDED SURVEY CONTROL
 NO0325
 NO0325  NGVD 29 (??/??/92) 1023.278  (m)         3357.20   (f) ADJ UNCH    1 2
 NO0325
 NO0325.Superseded values are not recommended for survey control.
 NO0325
 NO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0325.See file dsdata.pdf to determine how the superseded data were derived.
 NO0325
 NO0325_MARKER: DB = BENCH MARK DISK
 NO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0325_STAMPING: F 350 1957
 NO0325_MARK LOGO: CGS
 NO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0325+STABILITY: SURFACE MOTION
 NO0325
 NO0325  HISTORY     - Date     Condition        Report By
 NO0325  HISTORY     - 1957     MONUMENTED       CGS
 NO0325
 NO0325                          STATION DESCRIPTION
 NO0325
 NO0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0325'6.8 MI W FROM MERRIMAN.
 NO0325'ABOUT 6.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0325'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0325'29., AT THE WEST END OF A LARGE BORROW PIT LOCATED ON THE SOUTH
 NO0325'SIDE OF U.S. HIGHWAY 20, 268 FEET SOUTH AND ACROSS THE HIGHWAY
 NO0325'FROM THE SOUTH RAIL OF THE TRACK, 229 FEET SOUTH OF THE 2ND
 NO0325'TELEPHONE POLE EAST OF MILEPOST 339, 187 FEET SOUTH OF THE CENTER
 NO0325'LINE OF U.S. HIGHWAY 20, 153 FEET SOUTH OF A FENCE CORNER POST,
 NO0325'44 FEET NORTH OF A FENCE CORNER POST, 1 1/2 FEET EAST OF A FENCE,
 NO0325'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 NO0325'OF A CONCRETE POST WHICH PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0013 ***********************************************************************
 NP0013  DESIGNATION -  F 351
 NP0013  PID         -  NP0013
 NP0013  STATE/COUNTY-  NE/SHERIDAN
 NP0013  COUNTRY     -  US
 NP0013  USGS QUAD   -  GORDON (2017)
 NP0013
 NP0013                         *CURRENT SURVEY CONTROL
 NP0013  ______________________________________________________________________
 NP0013* NAD 83(1986) POSITION- 42 48 26.     (N) 102 10 59.     (W)   SCALED
 NP0013* NAVD 88 ORTHO HEIGHT -  1082.511 (meters)     3551.54  (feet) ADJUSTED
 NP0013  ______________________________________________________________________
 NP0013  GEOID HEIGHT    -        -18.457 (meters)                     GEOID18
 NP0013  DYNAMIC HEIGHT  -       1081.999 (meters)     3549.86  (feet) COMP
 NP0013  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 NP0013
 NP0013  VERT ORDER      -  FIRST     CLASS II
 NP0013
 NP0013.This mark is at Gordon Municipal Airport (GRN)
 NP0013
 NP0013.The horizontal coordinates were scaled from a map and have
 NP0013.an estimated accuracy of +/- 6 seconds.
 NP0013
 NP0013.The orthometric height was determined by differential leveling and
 NP0013.adjusted by the NATIONAL GEODETIC SURVEY
 NP0013.in June 1991.
 NP0013
 NP0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0013.GEOID18 height accuracy estimate available here.
 NP0013
 NP0013.Click photographs - Photos may exist for this station.
 NP0013
 NP0013.The dynamic height is computed by dividing the NAVD 88
 NP0013.geopotential number by the normal gravity value computed on the
 NP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0013.degrees latitude (g = 980.6199 gals.).
 NP0013
 NP0013.The modeled gravity was interpolated from observed gravity values.
 NP0013
 NP0013;                    North         East    Units  Estimated Accuracy
 NP0013;SPC NE       -   332,460.      321,470.      MT  (+/- 180 meters Scaled)
 NP0013
 NP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH303432(NAD 83)
 NP0013
 NP0013                          SUPERSEDED SURVEY CONTROL
 NP0013
 NP0013  NGVD 29 (??/??/92) 1082.024  (m)         3549.94   (f) ADJ UNCH    1 2
 NP0013
 NP0013.Superseded values are not recommended for survey control.
 NP0013
 NP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0013.See file dsdata.pdf to determine how the superseded data were derived.
 NP0013
 NP0013_MARKER: DB = BENCH MARK DISK
 NP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0013_STAMPING: F 351 1957
 NP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0013+STABILITY: SURFACE MOTION
 NP0013
 NP0013  HISTORY     - Date     Condition        Report By
 NP0013  HISTORY     - 1957     MONUMENTED       CGS
 NP0013
 NP0013                          STATION DESCRIPTION
 NP0013
 NP0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0013'1 MI NE FROM GORDON.
 NP0013'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0013'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., AND
 NP0013'IN THE WEST SIDE OF SECTION 29., AT A ROAD CROSSING, 102 FEET
 NP0013'EAST-NORTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 103 FEET
 NP0013'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 81 FEET NORTHEAST
 NP0013'OF A FENCE CORNER OF THE GORDON AIRPORT, 39 FEET SOUTHEAST OF THE
 NP0013'SOUTHEAST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 8 1/2
 NP0013'FEET NORTHWEST OF A FENCE, 9 FEET NORTHEAST OF A TELEPHONE POLE,
 NP0013'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN
 NP0013'THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0043 ***********************************************************************
 NP0043  DESIGNATION -  F 352
 NP0043  PID         -  NP0043
 NP0043  STATE/COUNTY-  NE/SHERIDAN
 NP0043  COUNTRY     -  US
 NP0043  USGS QUAD   -  RUSHVILLE (2017)
 NP0043
 NP0043                         *CURRENT SURVEY CONTROL
 NP0043  ______________________________________________________________________
 NP0043* NAD 83(1986) POSITION- 42 44 20.     (N) 102 26 23.     (W)   SCALED
 NP0043* NAVD 88 ORTHO HEIGHT -  1142.752 (meters)     3749.18  (feet) ADJUSTED
 NP0043  ______________________________________________________________________
 NP0043  GEOID HEIGHT    -        -18.162 (meters)                     GEOID18
 NP0043  DYNAMIC HEIGHT  -       1142.178 (meters)     3747.30  (feet) COMP
 NP0043  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 NP0043
 NP0043  VERT ORDER      -  FIRST     CLASS II
 NP0043
 NP0043.This mark is at Modisett Airport (9V5)
 NP0043
 NP0043.The horizontal coordinates were scaled from a map and have
 NP0043.an estimated accuracy of +/- 6 seconds.
 NP0043
 NP0043.The orthometric height was determined by differential leveling and
 NP0043.adjusted by the NATIONAL GEODETIC SURVEY
 NP0043.in June 1991.
 NP0043
 NP0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0043.GEOID18 height accuracy estimate available here.
 NP0043
 NP0043.Click photographs - Photos may exist for this station.
 NP0043
 NP0043.The dynamic height is computed by dividing the NAVD 88
 NP0043.geopotential number by the normal gravity value computed on the
 NP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0043.degrees latitude (g = 980.6199 gals.).
 NP0043
 NP0043.The modeled gravity was interpolated from observed gravity values.
 NP0043
 NP0043;                    North         East    Units  Estimated Accuracy
 NP0043;SPC NE       -   325,430.      300,270.      MT  (+/- 180 meters Scaled)
 NP0043
 NP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH095349(NAD 83)
 NP0043
 NP0043                          SUPERSEDED SURVEY CONTROL
 NP0043
 NP0043  NGVD 29 (??/??/92) 1142.229  (m)         3747.46   (f) ADJ UNCH    1 2
 NP0043
 NP0043.Superseded values are not recommended for survey control.
 NP0043
 NP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0043.See file dsdata.pdf to determine how the superseded data were derived.
 NP0043
 NP0043_MARKER: DB = BENCH MARK DISK
 NP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0043_STAMPING: F 352 1957
 NP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0043+STABILITY: SURFACE MOTION
 NP0043
 NP0043  HISTORY     - Date     Condition        Report By
 NP0043  HISTORY     - 1957     MONUMENTED       CGS
 NP0043
 NP0043                          STATION DESCRIPTION
 NP0043
 NP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0043'2.2 MI NE FROM RUSHVILLE.
 NP0043'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0043'RAILWAY FROM THE STATION AT RUSHVILLE, THENCE 1.0 MILE NORTH
 NP0043'ALONG A DIRT ROAD TO THE MODISETT AIRPORT, AT THE AIRPORT, 173
 NP0043'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR, 37 FEET
 NP0043'WEST OF THE CENTER LINE OF THE DIRT ROAD, 371 FEET SOUTH OF THE
 NP0043'AIRPORT ENTRANCE, 1 1/2 FEET WEST OF THE WEST RIGHT OF WAY
 NP0043'FENCE, IN T. 32 N., R. 44 W., SECTION 23., 1 FOOT WEST OF A
 NP0043'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NP0043'POST WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0483 ***********************************************************************
 NP0483  DESIGNATION -  F 354
 NP0483  PID         -  NP0483
 NP0483  STATE/COUNTY-  NE/SIOUX
 NP0483  COUNTRY     -  US
 NP0483  USGS QUAD   -  ORELLA (2017)
 NP0483
 NP0483                         *CURRENT SURVEY CONTROL
 NP0483  ______________________________________________________________________
 NP0483* NAD 83(1986) POSITION- 42 56 40.     (N) 103 35 30.     (W)   SCALED
 NP0483* NAVD 88 ORTHO HEIGHT -  1117.395 (meters)     3665.99  (feet) ADJUSTED
 NP0483  ______________________________________________________________________
 NP0483  GEOID HEIGHT    -        -16.375 (meters)                     GEOID18
 NP0483  DYNAMIC HEIGHT  -       1116.860 (meters)     3664.23  (feet) COMP
 NP0483  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 NP0483
 NP0483  VERT ORDER      -  FIRST     CLASS II
 NP0483
 NP0483.The horizontal coordinates were scaled from a map and have
 NP0483.an estimated accuracy of +/- 6 seconds.
 NP0483
 NP0483.The orthometric height was determined by differential leveling and
 NP0483.adjusted by the NATIONAL GEODETIC SURVEY
 NP0483.in June 1991.
 NP0483
 NP0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0483.GEOID18 height accuracy estimate available here.
 NP0483
 NP0483.Click photographs - Photos may exist for this station.
 NP0483
 NP0483.The dynamic height is computed by dividing the NAVD 88
 NP0483.geopotential number by the normal gravity value computed on the
 NP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0483.degrees latitude (g = 980.6199 gals.).
 NP0483
 NP0483.The modeled gravity was interpolated from observed gravity values.
 NP0483
 NP0483;                    North         East    Units  Estimated Accuracy
 NP0483;SPC NE       -   351,540.      206,960.      MT  (+/- 180 meters Scaled)
 NP0483
 NP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH148556(NAD 83)
 NP0483
 NP0483                          SUPERSEDED SURVEY CONTROL
 NP0483
 NP0483  NGVD 29 (??/??/92) 1116.830  (m)         3664.13   (f) ADJ UNCH    1 2
 NP0483
 NP0483.Superseded values are not recommended for survey control.
 NP0483
 NP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0483.See file dsdata.pdf to determine how the superseded data were derived.
 NP0483
 NP0483_MARKER: DB = BENCH MARK DISK
 NP0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0483_SP_SET: BOX CULVERT HEADWALL
 NP0483_STAMPING: F 354 1957
 NP0483_MARK LOGO: CGS
 NP0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0483+STABILITY: SURFACE MOTION
 NP0483
 NP0483  HISTORY     - Date     Condition        Report By
 NP0483  HISTORY     - 1957     MONUMENTED       CGS
 NP0483  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0483
 NP0483                          STATION DESCRIPTION
 NP0483
 NP0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0483'21 MI NW FROM CRAWFORD.
 NP0483'ABOUT 21.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0483'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 5,
 NP0483'T. 34 N., R. 53 W., 4 1/2 POLES SOUTHEAST OF MILEPOST 444,
 NP0483'12 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET LOWER THAN THE
 NP0483'RAIL AND IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 NP0483'WALL OF A 10 X 12-FOOT CONCRETE BOX CULVERT.
 NP0483
 NP0483                          STATION RECOVERY (1985)
 NP0483
 NP0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0483'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0537 ***********************************************************************
 NN0537  DESIGNATION -  F 36
 NN0537  PID         -  NN0537
 NN0537  STATE/COUNTY-  NE/KEYA PAHA
 NN0537  COUNTRY     -  US
 NN0537  USGS QUAD   -  RIVERVIEW (2017)
 NN0537
 NN0537                         *CURRENT SURVEY CONTROL
 NN0537  ______________________________________________________________________
 NN0537* NAD 83(1986) POSITION- 42 43 31.     (N) 099 35 22.     (W)   SCALED
 NN0537* NAVD 88 ORTHO HEIGHT -   584.077 (meters)     1916.26  (feet) ADJUSTED
 NN0537  ______________________________________________________________________
 NN0537  GEOID HEIGHT    -        -23.573 (meters)                     GEOID18
 NN0537  DYNAMIC HEIGHT  -        583.853 (meters)     1915.52  (feet) COMP
 NN0537  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 NN0537
 NN0537  VERT ORDER      -  SECOND    CLASS 0
 NN0537
 NN0537.The horizontal coordinates were scaled from a map and have
 NN0537.an estimated accuracy of +/- 6 seconds.
 NN0537
 NN0537.The orthometric height was determined by differential leveling and
 NN0537.adjusted by the NATIONAL GEODETIC SURVEY
 NN0537.in June 1991.
 NN0537
 NN0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0537.GEOID18 height accuracy estimate available here.
 NN0537
 NN0537.Click photographs - Photos may exist for this station.
 NN0537
 NN0537.The dynamic height is computed by dividing the NAVD 88
 NN0537.geopotential number by the normal gravity value computed on the
 NN0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0537.degrees latitude (g = 980.6199 gals.).
 NN0537
 NN0537.The modeled gravity was interpolated from observed gravity values.
 NN0537
 NN0537;                    North         East    Units  Estimated Accuracy
 NN0537;SPC NE       -   321,180.      533,620.      MT  (+/- 180 meters Scaled)
 NN0537
 NN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN517304(NAD 83)
 NN0537
 NN0537                          SUPERSEDED SURVEY CONTROL
 NN0537
 NN0537  NGVD 29 (??/??/92)  583.835  (m)         1915.47   (f) ADJ UNCH    2 0
 NN0537
 NN0537.Superseded values are not recommended for survey control.
 NN0537
 NN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0537.See file dsdata.pdf to determine how the superseded data were derived.
 NN0537
 NN0537_MARKER: DB = BENCH MARK DISK
 NN0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0537_STAMPING: F 36 1934
 NN0537_MARK LOGO: CGS
 NN0537_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0537+STABILITY: SURFACE MOTION
 NN0537
 NN0537  HISTORY     - Date     Condition        Report By
 NN0537  HISTORY     - 1934     MONUMENTED       CGS
 NN0537
 NN0537                          STATION DESCRIPTION
 NN0537
 NN0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0537'11.9 MI N FROM BASSETT.
 NN0537'F-36 IS LOCATED 11.9 MILES NORTH OF THE RWY. STATION AT BASSETT,
 NN0537'0.2 OF MILE NORTH OF THE NORTH END OF THE NIOBRARA RIVER BRIDGE,
 NN0537'105 YDS. NORTH OF THE NORTH END OF A WOODEN BRIDGE, 45 FT.
 NN0537'WEST OF U.S. HY. 83, 1 FT. EAST OF R/W FENCE.  STANDARD TABLET
 NN0537'SET IN TOP OF CONCRETE POST 6 IN HIGH.  STAMPED F 36 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0976 ***********************************************************************
 MK0976  DESIGNATION -  F 363 RESET
 MK0976  PID         -  MK0976
 MK0976  STATE/COUNTY-  NE/BUTLER
 MK0976  COUNTRY     -  US
 MK0976  USGS QUAD   -  LOMA (2017)
 MK0976
 MK0976                         *CURRENT SURVEY CONTROL
 MK0976  ______________________________________________________________________
 MK0976* NAD 83(1986) POSITION- 41 12 19.56   (N) 096 58 43.09   (W)   HD_HELD1
 MK0976* NAVD 88 ORTHO HEIGHT -   472.45  (meters)     1550.0   (feet) RESET
 MK0976  ______________________________________________________________________
 MK0976  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 MK0976  VERT ORDER      -  THIRD
 MK0976
 MK0976.The horizontal coordinates were determined by differentially corrected
 MK0976.hand held GPS observations or other comparable positioning techniques
 MK0976.and have an estimated accuracy of +/- 3 meters.
 MK0976
 MK0976.The orthometric height was computed from unverified reset data.
 MK0976
 MK0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0976.GEOID18 height accuracy estimate available here.
 MK0976
 MK0976.Click photographs - Photos may exist for this station.
 MK0976
 MK0976;                    North         East    Units  Estimated Accuracy
 MK0976;SPC NE       -   156,764.2     753,277.5     MT  (+/- 3 meters HH1 GPS) 
 MK0976
 MK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6947563532(NAD 83)
 MK0976
 MK0976                          SUPERSEDED SURVEY CONTROL
 MK0976
 MK0976  NGVD 29 (??/??/??)  472.28   (m)         1549.5    (f) RESET       3  
 MK0976
 MK0976.Superseded values are not recommended for survey control.
 MK0976
 MK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0976.See file dsdata.pdf to determine how the superseded data were derived.
 MK0976
 MK0976_MARKER: DB = BENCH MARK DISK
 MK0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0976_STAMPING: F 363 RESET 1963
 MK0976_MARK LOGO: CGS
 MK0976_PROJECTION: FLUSH
 MK0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0976+STABILITY: SURFACE MOTION
 MK0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0976+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2021
 MK0976
 MK0976  HISTORY     - Date     Condition        Report By
 MK0976  HISTORY     - 1963     MONUMENTED       NEDR
 MK0976  HISTORY     - 20100527 GOOD             INDIV
 MK0976  HISTORY     - 20120511 GOOD             JEOCON
 MK0976  HISTORY     - 20211117 GOOD             NEGS
 MK0976
 MK0976                          STATION DESCRIPTION
 MK0976
 MK0976'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0976'2.8 MI NW FROM BRAINARD.
 MK0976'0.05 MILE WEST ALONG A STREET FROM THE RAILROAD STATION AT
 MK0976'BRAINARD, THENCE 1.45 MILES NORTH ALONG STATE SPUR 392, THENCE
 MK0976'1.3 MILES EAST ALONG U.S. HIGHWAY 30 ALT., ON RIGHT OF WAY LINE
 MK0976'65 FEET SOUTH OF CENTERLINE OF HIGHWAY, 3.5 FEET EAST OF A METAL
 MK0976'WITNESS POST WITH SIGN, AND SET IN TOP OF A ROUND CONCRETE POST
 MK0976'FLUSH WITH THE GROUND.
 MK0976
 MK0976                          STATION RECOVERY (2010)
 MK0976
 MK0976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MK0976'RECOVERED AS DESCRIBED.
 MK0976
 MK0976                          STATION RECOVERY (2012)
 MK0976
 MK0976'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012 (BJF)
 MK0976'RECOVERED IN GOOD CONDITION.
 MK0976
 MK0976                          STATION RECOVERY (2021)
 MK0976
 MK0976'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (RS)
 MK0976'FROM THE JUNCTION OF NE. HWY. 92 AND NE. SPUR 12F APPROX. 1.5 MI (2.4
 MK0976'KM)  NORTH OF BRAINARD, NE., GO EAST ON NE. HWY. 92 APPROX. 1.39 MI
 MK0976'(2.24 KM) TO MILE POST 429.17 AND THE MARK ON THE RIGHT (SOUTH).
 MK0976'
 MK0976'THE MARK IS 3.5 FT (1.1 M) EAST OF A METAL WITNESS POST AND 65.0 FT
 MK0976'(19.8 M) SOUTH OF THE CENTERLINE OF NE. HWY. 92.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0077 ***********************************************************************
 LG0077  DESIGNATION -  F 364
 LG0077  PID         -  LG0077
 LG0077  STATE/COUNTY-  NE/CASS
 LG0077  COUNTRY     -  US
 LG0077  USGS QUAD   -  AVOCA (2017)
 LG0077
 LG0077                         *CURRENT SURVEY CONTROL
 LG0077  ______________________________________________________________________
 LG0077* NAD 83(1986) POSITION- 40 48 46.31   (N) 096 03 52.18   (W)   HD_HELD1
 LG0077* NAVD 88 ORTHO HEIGHT -   370.462 (meters)     1215.42  (feet) ADJUSTED
 LG0077  ______________________________________________________________________
 LG0077  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 LG0077  DYNAMIC HEIGHT  -        370.295 (meters)     1214.88  (feet) COMP
 LG0077  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 LG0077
 LG0077  VERT ORDER      -  SECOND    CLASS 0
 LG0077
 LG0077.The horizontal coordinates were determined by differentially corrected
 LG0077.hand held GPS observations or other comparable positioning techniques
 LG0077.and have an estimated accuracy of +/- 3 meters.
 LG0077
 LG0077.The orthometric height was determined by differential leveling and
 LG0077.adjusted by the NATIONAL GEODETIC SURVEY
 LG0077.in June 1991.
 LG0077
 LG0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0077.GEOID18 height accuracy estimate available here.
 LG0077
 LG0077.Click photographs - Photos may exist for this station.
 LG0077
 LG0077.The dynamic height is computed by dividing the NAVD 88
 LG0077.geopotential number by the normal gravity value computed on the
 LG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0077.degrees latitude (g = 980.6199 gals.).
 LG0077
 LG0077.The modeled gravity was interpolated from observed gravity values.
 LG0077
 LG0077;                    North         East    Units  Estimated Accuracy
 LG0077;SPC NE       -   116,309.0     831,845.3     MT  (+/- 3 meters HH1 GPS) 
 LG0077
 LG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4759322130(NAD 83)
 LG0077
 LG0077                          SUPERSEDED SURVEY CONTROL
 LG0077
 LG0077  NGVD 29 (??/??/92)  370.363  (m)         1215.10   (f) ADJ UNCH    2 0
 LG0077
 LG0077.Superseded values are not recommended for survey control.
 LG0077
 LG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0077.See file dsdata.pdf to determine how the superseded data were derived.
 LG0077
 LG0077_MARKER: DB = BENCH MARK DISK
 LG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0077_STAMPING: F 364 1961
 LG0077_MARK LOGO: CGS
 LG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0077+STABILITY: SURFACE MOTION
 LG0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0077+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2013
 LG0077
 LG0077  HISTORY     - Date     Condition        Report By
 LG0077  HISTORY     - 1961     MONUMENTED       CGS
 LG0077  HISTORY     - 20131023 GOOD             NEDR
 LG0077
 LG0077                          STATION DESCRIPTION
 LG0077
 LG0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0077'5 MI SW FROM NEHAWKA.
 LG0077'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0077'RAILROAD STATION AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S.
 LG0077'HIGHWAY 34 TO A GRAVEL ROAD CROSSING, 0.1 MILE SOUTHWEST OF A
 LG0077'WHITE SCHOOL HOUSE, 122.0 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 LG0077'31.0 FEET WEST OF CENTER OF GRAVEL ROAD, 1.2 FEET EAST OF RIGHT
 LG0077'OF WAY FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN,
 LG0077'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 LG0077'THE GROUND AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LG0077
 LG0077                          STATION RECOVERY (2013)
 LG0077
 LG0077'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (JA)
 LG0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0091 ***********************************************************************
 LG0091  DESIGNATION -  F 365
 LG0091  PID         -  LG0091
 LG0091  STATE/COUNTY-  NE/OTOE
 LG0091  COUNTRY     -  US
 LG0091  USGS QUAD   -  DUNBAR (2017)
 LG0091
 LG0091                         *CURRENT SURVEY CONTROL
 LG0091  ______________________________________________________________________
 LG0091* NAD 83(1986) POSITION- 40 43 34.     (N) 096 07 17.     (W)   SCALED
 LG0091* NAVD 88 ORTHO HEIGHT -   340.967 (meters)     1118.66  (feet) ADJUSTED
 LG0091  ______________________________________________________________________
 LG0091  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 LG0091  DYNAMIC HEIGHT  -        340.800 (meters)     1118.11  (feet) COMP
 LG0091  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 LG0091
 LG0091  VERT ORDER      -  SECOND    CLASS 0
 LG0091
 LG0091.The horizontal coordinates were scaled from a map and have
 LG0091.an estimated accuracy of +/- 6 seconds.
 LG0091
 LG0091.The orthometric height was determined by differential leveling and
 LG0091.adjusted by the NATIONAL GEODETIC SURVEY
 LG0091.in June 1991.
 LG0091
 LG0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0091.GEOID18 height accuracy estimate available here.
 LG0091
 LG0091.Click photographs - Photos may exist for this station.
 LG0091
 LG0091.The dynamic height is computed by dividing the NAVD 88
 LG0091.geopotential number by the normal gravity value computed on the
 LG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0091.degrees latitude (g = 980.6199 gals.).
 LG0091
 LG0091.The modeled gravity was interpolated from observed gravity values.
 LG0091
 LG0091;                    North         East    Units  Estimated Accuracy
 LG0091;SPC NE       -   106,470.      827,480.      MT  (+/- 180 meters Scaled)
 LG0091
 LG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL431123(NAD 83)
 LG0091
 LG0091                          SUPERSEDED SURVEY CONTROL
 LG0091
 LG0091  NGVD 29 (??/??/92)  340.869  (m)         1118.33   (f) ADJ UNCH    2 0
 LG0091
 LG0091.Superseded values are not recommended for survey control.
 LG0091
 LG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0091.See file dsdata.pdf to determine how the superseded data were derived.
 LG0091
 LG0091_MARKER: DB = BENCH MARK DISK
 LG0091_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0091+WITH SETTING: PAVEMENT
 LG0091_SP_SET: WATER TANK FOUNDATION
 LG0091_STAMPING: F 365 1961
 LG0091_MARK LOGO: CGS
 LG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0091+STABILITY: SURFACE MOTION
 LG0091
 LG0091  HISTORY     - Date     Condition        Report By
 LG0091  HISTORY     - 1961     MONUMENTED       CGS
 LG0091  HISTORY     - 1984     GOOD             NGS
 LG0091  HISTORY     - 20190629 MARK NOT FOUND   JORSUR
 LG0091
 LG0091                          STATION DESCRIPTION
 LG0091
 LG0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0091'AT OTOE.
 LG0091'0.05 MILE NORTH ALONG GRAVEL STREET TO THE MISSOURI PACIFIC
 LG0091'RAILROAD, 138 FEET SOUTHWEST OF A POWER POLE WITH A STREET
 LG0091'LIGHT AND TWO GUY WIRES, 25.5 FEET NORTHWEST OF A POWER POLE
 LG0091'WITH A STREET LIGHT AND ABOUT 0.1 MILE NORTHWEST OF A MOBIL
 LG0091'GAS STATION, 168 FEET WEST OF THE CENTER OF THE STREET, 108 FEET
 LG0091'NORTHEAST OF THE NORTHEAST CORNER OF FARMERS CO-OPERATIVE GRAIN
 LG0091'ELEVATOR, 37 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SWITCH
 LG0091'TRACK, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 LG0091'SET IN THE NORTHWEST CORNER OF THE OLD CONCRETE FOUNDATION FOR
 LG0091'A WATER TANK, 3.6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 LG0091
 LG0091                          STATION RECOVERY (1984)
 LG0091
 LG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0091'ABOUT 0.08 KM (0.05 MI) NORTH FROM THE POST OFFICE, AT THE OTOE
 LG0091'COOPERATIVE COMPANY SERIVCE STATION AND GRAIN ELEVATOR, 51.2 M (168
 LG0091'FT) WEST FROM A STREET, 35.20 M (115.5 FT) NORTH FROM THE NORTHWEST
 LG0091'CORNER OF THE SERVICE STATION BUILDING, 30.6 M (100.5 FT) SOUTHEAST
 LG0091'FROM THE SOUTH ENTRANCE INTO THE ELEVATOR BUILDING, FOR TRUCKS , 6.75
 LG0091'M (20.5 FT) NORTHWEST FROM THE NORTHWEST CONCRETE SUPPORT FOR A LARGE
 LG0091'ANHYOROUS AMMONIA TANK AND FLUSH WITH THE GROUND.
 LG0091
 LG0091                          STATION RECOVERY (2019)
 LG0091
 LG0091'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG0091'USING NORTHWEST CORNER OF SERVICE STATION AND SOUTH ENTRANCE TO
 LG0091'ELEVATOR BUILDING INTERSECTED TIES AND SEARCHED AREA.  ANHYDROUS
 LG0091'AMMONIA TANK HAS BEEN REMOVED AND ENTIRE AREA IS NOW SAND AND GRAVEL
 LG0091'MIX.  MARK LIKELY 2 TO 4 INCHES (10 CM) BELOW THE SURFACE OF GRAVEL AS
 LG0091'I PROBED AREA FOR CONCRETE BASE OF WATER TANK.  I DID NOT FIND
 LG0091'CONCRETE BASE WHILE PROBING BUT DID GET METAL DETECTION LIKELY FROM
 LG0091'WATER TANK BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0016 ***********************************************************************
 NN0016  DESIGNATION -  F 37
 NN0016  PID         -  NN0016
 NN0016  STATE/COUNTY-  NE/KNOX
 NN0016  COUNTRY     -  US
 NN0016  USGS QUAD   -  MONOWI (2017)
 NN0016
 NN0016                         *CURRENT SURVEY CONTROL
 NN0016  ______________________________________________________________________
 NN0016* NAD 83(1986) POSITION- 42 49 25.23   (N) 098 17 26.09   (W)   HD_HELD1
 NN0016* NAVD 88 ORTHO HEIGHT -   399.671 (meters)     1311.25  (feet) ADJUSTED
 NN0016  ______________________________________________________________________
 NN0016  GEOID HEIGHT    -        -25.909 (meters)                     GEOID18
 NN0016  DYNAMIC HEIGHT  -        399.535 (meters)     1310.81  (feet) COMP
 NN0016  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 NN0016
 NN0016  VERT ORDER      -  SECOND    CLASS 0
 NN0016
 NN0016.The horizontal coordinates were determined by differentially corrected
 NN0016.hand held GPS observations or other comparable positioning techniques
 NN0016.and have an estimated accuracy of +/- 3 meters.
 NN0016
 NN0016.The orthometric height was determined by differential leveling and
 NN0016.adjusted by the NATIONAL GEODETIC SURVEY
 NN0016.in June 1991.
 NN0016
 NN0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0016.GEOID18 height accuracy estimate available here.
 NN0016
 NN0016.Click photographs - Photos may exist for this station.
 NN0016
 NN0016.The dynamic height is computed by dividing the NAVD 88
 NN0016.geopotential number by the normal gravity value computed on the
 NN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0016.degrees latitude (g = 980.6199 gals.).
 NN0016
 NN0016.The modeled gravity was interpolated from observed gravity values.
 NN0016
 NN0016;                    North         East    Units  Estimated Accuracy
 NN0016;SPC NE       -   333,415.6     639,765.9     MT  (+/- 3 meters HH1 GPS) 
 NN0016
 NN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5798841478(NAD 83)
 NN0016
 NN0016                          SUPERSEDED SURVEY CONTROL
 NN0016
 NN0016  NGVD 29 (??/??/92)  399.404  (m)         1310.38   (f) ADJ UNCH    2 0
 NN0016
 NN0016.Superseded values are not recommended for survey control.
 NN0016
 NN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0016.See file dsdata.pdf to determine how the superseded data were derived.
 NN0016
 NN0016_MARKER: DB = BENCH MARK DISK
 NN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0016_STAMPING: F 37 1934
 NN0016_MARK LOGO: CGS
 NN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0016+STABILITY: SURFACE MOTION
 NN0016
 NN0016  HISTORY     - Date     Condition        Report By
 NN0016  HISTORY     - 1934     MONUMENTED       CGS
 NN0016
 NN0016                          STATION DESCRIPTION
 NN0016
 NN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0016'2.3 MI E FROM MONOWI.
 NN0016'LOCATED 2.3 MILES EAST OF STATION AT MONOWI, 56 FEET SOUTHEAST
 NN0016'OF CENTERLINE OF R.R. CROSSING, 43.8 FEET SOUTH OF SOUTH RAIL,
 NN0016'41 FEET SOUTHWEST OF TRESTLE F-189 3/4, 3.7 FEET NORTHEAST OF
 NN0016'CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NN0016'1 INCH HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1437 ***********************************************************************
 NM1437  DESIGNATION -  F 39
 NM1437  PID         -  NM1437
 NM1437  STATE/COUNTY-  NE/KNOX
 NM1437  COUNTRY     -  US
 NM1437  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1437
 NM1437                         *CURRENT SURVEY CONTROL
 NM1437  ______________________________________________________________________
 NM1437* NAD 83(1986) POSITION- 42 40 15.     (N) 097 31 27.     (W)   SCALED
 NM1437* NAVD 88 ORTHO HEIGHT -   471.815 (meters)     1547.95  (feet) ADJUSTED
 NM1437  ______________________________________________________________________
 NM1437  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 NM1437  DYNAMIC HEIGHT  -        471.650 (meters)     1547.41  (feet) COMP
 NM1437  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 NM1437
 NM1437  VERT ORDER      -  SECOND    CLASS 0
 NM1437
 NM1437.The horizontal coordinates were scaled from a map and have
 NM1437.an estimated accuracy of +/- 6 seconds.
 NM1437
 NM1437.The orthometric height was determined by differential leveling and
 NM1437.adjusted by the NATIONAL GEODETIC SURVEY
 NM1437.in June 1991.
 NM1437
 NM1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1437.GEOID18 height accuracy estimate available here.
 NM1437
 NM1437.Click photographs - Photos may exist for this station.
 NM1437
 NM1437.The dynamic height is computed by dividing the NAVD 88
 NM1437.geopotential number by the normal gravity value computed on the
 NM1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1437.degrees latitude (g = 980.6199 gals.).
 NM1437
 NM1437.The modeled gravity was interpolated from observed gravity values.
 NM1437
 NM1437;                    North         East    Units  Estimated Accuracy
 NM1437;SPC NE       -   317,960.      702,900.      MT  (+/- 180 meters Scaled)
 NM1437
 NM1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN209253(NAD 83)
 NM1437
 NM1437                          SUPERSEDED SURVEY CONTROL
 NM1437
 NM1437  NGVD 29 (??/??/92)  471.595  (m)         1547.22   (f) ADJ UNCH    2 0
 NM1437
 NM1437.Superseded values are not recommended for survey control.
 NM1437
 NM1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1437.See file dsdata.pdf to determine how the superseded data were derived.
 NM1437
 NM1437_MARKER: DB = BENCH MARK DISK
 NM1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1437_STAMPING: F 39 1934
 NM1437_MARK LOGO: CGS
 NM1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1437+STABILITY: SURFACE MOTION
 NM1437
 NM1437  HISTORY     - Date     Condition        Report By
 NM1437  HISTORY     - 1934     MONUMENTED       CGS
 NM1437
 NM1437                          STATION DESCRIPTION
 NM1437
 NM1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1437'12.5 MI N FROM WAUSA.
 NM1437'12.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 5 MILES SOUTHWEST
 NM1437'OF CROFTON, 4 MILES SOUTH OF JUNCTION OF HIGHWAY WITH STATE
 NM1437'ROAD 12, 60 FEET EAST OF CENTERLINE OF HIGHWAY, 42.1 FEET
 NM1437'NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BRIDGE, 37 FEET NORTH
 NM1437'OF CENTERLINE OF SECTION CROSS ROAD, 14.9 FEET EAST OF GATE
 NM1437'POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH,
 NM1437'STAMPED F 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0267 ***********************************************************************
 NP0267  DESIGNATION -  F 4
 NP0267  PID         -  NP0267
 NP0267  STATE/COUNTY-  NE/DAWES
 NP0267  COUNTRY     -  US
 NP0267  USGS QUAD   -  CROW BUTTE (2017)
 NP0267
 NP0267                         *CURRENT SURVEY CONTROL
 NP0267  ______________________________________________________________________
 NP0267* NAD 83(1986) POSITION- 42 43 38.     (N) 103 22 28.     (W)   SCALED
 NP0267* NAVD 88 ORTHO HEIGHT -  1096.387 (meters)     3597.06  (feet) POSTED
 NP0267  ______________________________________________________________________
 NP0267  GEOID HEIGHT    -        -17.603 (meters)                     GEOID18
 NP0267  DYNAMIC HEIGHT  -       1095.81  (meters)     3595.2   (feet) COMP
 NP0267  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 NP0267
 NP0267  VERT ORDER      -  * POSTED, SEE BELOW
 NP0267
 NP0267.The horizontal coordinates were scaled from a map and have
 NP0267.an estimated accuracy of +/- 6 seconds.
 NP0267
 NP0267.The orthometric height was determined by differential leveling
 NP0267.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0267
 NP0267.* This is a POSTED BENCH MARK height.
 NP0267
 NP0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0267.GEOID18 height accuracy estimate available here.
 NP0267
 NP0267.Click photographs - Photos may exist for this station.
 NP0267
 NP0267.The dynamic height is computed by dividing the NAVD 88
 NP0267.geopotential number by the normal gravity value computed on the
 NP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0267.degrees latitude (g = 980.6199 gals.).
 NP0267
 NP0267.The modeled gravity was interpolated from observed gravity values.
 NP0267
 NP0267;                    North         East    Units  Estimated Accuracy
 NP0267;SPC NE       -   326,710.      223,730.      MT  (+/- 180 meters Scaled)
 NP0267
 NP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH330318(NAD 83)
 NP0267
 NP0267                          SUPERSEDED SURVEY CONTROL
 NP0267
 NP0267.No superseded survey control is available for this station.
 NP0267
 NP0267_MARKER: H = DRILL HOLE
 NP0267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0267
 NP0267  HISTORY     - Date     Condition        Report By
 NP0267  HISTORY     - 1902     MONUMENTED       CGS
 NP0267  HISTORY     - 1957     MARK NOT FOUND   CGS
 NP0267
 NP0267                          STATION DESCRIPTION
 NP0267
 NP0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0267'3.5 MI NE FROM CRAWFORD.
 NP0267'3-1/2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NP0267'THE STATION AT CRAWFORD, DAWES COUNTY, 0.5 MILE WEST OF THE
 NP0267'STOCKYARDS AT SIDING 75, 70 FEET SOUTH OF MILEPOST 429, 101 FEET
 NP0267'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 34.5 FEET SOUTH
 NP0267'OF THE CENTERLINE OF THE TRACK, 12.5 FEET NORTH OF THE
 NP0267'RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF POLES, AND MIDWAY
 NP0267'BETWEEN TWO POLES.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NP0267'LETTERS USBM IN THE TOP OF A LIMESTONE POST PROJECTING 6 INCHES
 NP0267'ABOVE GROUND.  NOTE-- IT IS BELIEVED THAT THIS MARK WAS DESTROYED
 NP0267'BY GRADING ALONG THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1132 ***********************************************************************
 NM1132  DESIGNATION -  F 40
 NM1132  PID         -  NM1132
 NM1132  STATE/COUNTY-  NE/CEDAR
 NM1132  COUNTRY     -  US
 NM1132  USGS QUAD   -  HARTINGTON (2017)
 NM1132
 NM1132                         *CURRENT SURVEY CONTROL
 NM1132  ______________________________________________________________________
 NM1132* NAD 83(1986) POSITION- 42 33 25.     (N) 097 15 36.     (W)   SCALED
 NM1132* NAVD 88 ORTHO HEIGHT -   435.731 (meters)     1429.56  (feet) ADJUSTED
 NM1132  ______________________________________________________________________
 NM1132  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 NM1132  DYNAMIC HEIGHT  -        435.575 (meters)     1429.05  (feet) COMP
 NM1132  MODELED GRAVITY -    980,250.8   (mgal)                       NAVD 88
 NM1132
 NM1132  VERT ORDER      -  SECOND    CLASS 0
 NM1132
 NM1132.The horizontal coordinates were scaled from a map and have
 NM1132.an estimated accuracy of +/- 6 seconds.
 NM1132
 NM1132.The orthometric height was determined by differential leveling and
 NM1132.adjusted by the NATIONAL GEODETIC SURVEY
 NM1132.in June 1991.
 NM1132
 NM1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1132.GEOID18 height accuracy estimate available here.
 NM1132
 NM1132.Click photographs - Photos may exist for this station.
 NM1132
 NM1132.The dynamic height is computed by dividing the NAVD 88
 NM1132.geopotential number by the normal gravity value computed on the
 NM1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1132.degrees latitude (g = 980.6199 gals.).
 NM1132
 NM1132.The modeled gravity was interpolated from observed gravity values.
 NM1132
 NM1132;                    North         East    Units  Estimated Accuracy
 NM1132;SPC NE       -   305,970.      724,940.      MT  (+/- 180 meters Scaled)
 NM1132
 NM1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN428130(NAD 83)
 NM1132
 NM1132                          SUPERSEDED SURVEY CONTROL
 NM1132
 NM1132  NGVD 29 (??/??/92)  435.520  (m)         1428.87   (f) ADJ UNCH    2 0
 NM1132
 NM1132.Superseded values are not recommended for survey control.
 NM1132
 NM1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1132.See file dsdata.pdf to determine how the superseded data were derived.
 NM1132
 NM1132_MARKER: DB = BENCH MARK DISK
 NM1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1132_STAMPING: F 40 1934
 NM1132_MARK LOGO: CGS
 NM1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1132+STABILITY: SURFACE MOTION
 NM1132
 NM1132  HISTORY     - Date     Condition        Report By
 NM1132  HISTORY     - 1934     MONUMENTED       CGS
 NM1132
 NM1132                          STATION DESCRIPTION
 NM1132
 NM1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1132'4.9 MI SE FROM HARTINGTON.
 NM1132'IS LOCATED 4.9 MILES SOUTHEAST OF STATION ALONG C.ST.P.M. AND
 NM1132'O.RWY. AT HARTINGTON, 43 FEET SOUTH OF SOUTHWEST RAIL OF MAIN
 NM1132'TRACK, 2.5 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM1132'OF CONCRETE POST 8 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0548 ***********************************************************************
 NP0548  DESIGNATION -  F 416
 NP0548  PID         -  NP0548
 NP0548  STATE/COUNTY-  NE/DAWES
 NP0548  COUNTRY     -  US
 NP0548  USGS QUAD   -  CRAWFORD (2017)
 NP0548
 NP0548                         *CURRENT SURVEY CONTROL
 NP0548  ______________________________________________________________________
 NP0548* NAD 83(1986) POSITION- 42 43 53.     (N) 103 26 35.     (W)   SCALED
 NP0548* NAVD 88 ORTHO HEIGHT -  1145.627 (meters)     3758.61  (feet) ADJUSTED
 NP0548  ______________________________________________________________________
 NP0548  GEOID HEIGHT    -        -17.389 (meters)                     GEOID18
 NP0548  DYNAMIC HEIGHT  -       1145.021 (meters)     3756.62  (feet) COMP
 NP0548  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 NP0548
 NP0548  VERT ORDER      -  FIRST     CLASS II
 NP0548
 NP0548.The horizontal coordinates were scaled from a map and have
 NP0548.an estimated accuracy of +/- 6 seconds.
 NP0548
 NP0548.The orthometric height was determined by differential leveling and
 NP0548.adjusted by the NATIONAL GEODETIC SURVEY
 NP0548.in June 1991.
 NP0548
 NP0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0548.GEOID18 height accuracy estimate available here.
 NP0548
 NP0548.Click photographs - Photos may exist for this station.
 NP0548
 NP0548.The dynamic height is computed by dividing the NAVD 88
 NP0548.geopotential number by the normal gravity value computed on the
 NP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0548.degrees latitude (g = 980.6199 gals.).
 NP0548
 NP0548.The modeled gravity was interpolated from observed gravity values.
 NP0548
 NP0548;                    North         East    Units  Estimated Accuracy
 NP0548;SPC NE       -   327,400.      218,140.      MT  (+/- 180 meters Scaled)
 NP0548
 NP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH274321(NAD 83)
 NP0548
 NP0548                          SUPERSEDED SURVEY CONTROL
 NP0548
 NP0548.No superseded survey control is available for this station.
 NP0548
 NP0548_MARKER: I = METAL ROD
 NP0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0548_STAMPING: F 416 1985
 NP0548_MARK LOGO: NGS
 NP0548_PROJECTION: FLUSH
 NP0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0548_ROD/PIPE-DEPTH: 9.6 meters
 NP0548
 NP0548  HISTORY     - Date     Condition        Report By
 NP0548  HISTORY     - 1985     MONUMENTED       NGS
 NP0548
 NP0548                          STATION DESCRIPTION
 NP0548
 NP0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0548'8.4 KM (5.2 MI) NORTH FROM CRAWFORD.
 NP0548'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0548'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0548'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0548'ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG A GRAVEL ROAD (OLD HIGHWAY
 NP0548'2), AT AN OPEN GATEWAY LEADING WEST TO A PASTURE, 10.7 METERS (35 FT)
 NP0548'WEST OF THE CENTER OF THE ROAD, 4.9 METERS (16 FT) NORTH OF THE
 NP0548'CENTER OF THE GATEWAY, 1.1 METERS (3.5 FT) SOUTH OF A POLWER POLE AND
 NP0548'0.3 METER (1 FT) EAST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NP0548'HAD THROUGH A 5-INCH LOGO CAP.
 NP0548'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NP0548'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0576 ***********************************************************************
 NP0576  DESIGNATION -  F 417
 NP0576  PID         -  NP0576
 NP0576  STATE/COUNTY-  NE/BOX BUTTE
 NP0576  COUNTRY     -  US
 NP0576  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0576
 NP0576                         *CURRENT SURVEY CONTROL
 NP0576  ______________________________________________________________________
 NP0576* NAD 83(1986) POSITION- 42 04 11.     (N) 102 53 50.     (W)   SCALED
 NP0576* NAVD 88 ORTHO HEIGHT -  1203.351 (meters)     3947.99  (feet) ADJUSTED
 NP0576  ______________________________________________________________________
 NP0576  GEOID HEIGHT    -        -18.745 (meters)                     GEOID18
 NP0576  DYNAMIC HEIGHT  -       1202.641 (meters)     3945.66  (feet) COMP
 NP0576  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 NP0576
 NP0576  VERT ORDER      -  FIRST     CLASS II
 NP0576
 NP0576.The horizontal coordinates were scaled from a map and have
 NP0576.an estimated accuracy of +/- 6 seconds.
 NP0576
 NP0576.The orthometric height was determined by differential leveling and
 NP0576.adjusted by the NATIONAL GEODETIC SURVEY
 NP0576.in June 1991.
 NP0576
 NP0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0576.GEOID18 height accuracy estimate available here.
 NP0576
 NP0576.Click photographs - Photos may exist for this station.
 NP0576
 NP0576.The dynamic height is computed by dividing the NAVD 88
 NP0576.geopotential number by the normal gravity value computed on the
 NP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0576.degrees latitude (g = 980.6199 gals.).
 NP0576
 NP0576.The modeled gravity was interpolated from observed gravity values.
 NP0576
 NP0576;                    North         East    Units  Estimated Accuracy
 NP0576;SPC NE       -   252,320.      260,340.      MT  (+/- 180 meters Scaled)
 NP0576
 NP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG739596(NAD 83)
 NP0576
 NP0576                          SUPERSEDED SURVEY CONTROL
 NP0576
 NP0576.No superseded survey control is available for this station.
 NP0576
 NP0576_MARKER: I = METAL ROD
 NP0576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0576_STAMPING: F 417 1985
 NP0576_MARK LOGO: NGS
 NP0576_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0576_ROD/PIPE-DEPTH: 13.4 meters
 NP0576
 NP0576  HISTORY     - Date     Condition        Report By
 NP0576  HISTORY     - 1985     MONUMENTED       NGS
 NP0576
 NP0576                          STATION DESCRIPTION
 NP0576
 NP0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0576'4.0 KM (2.5 MI) SW FROM ALLIANCE.
 NP0576'4.02 KM (2.5 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0576'ITS STATION AT ALLIANCE, AT A TRAIN YARD, 12.25 METERS (40.2 FT)
 NP0576'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS IN THE
 NP0576'YARD, 9.21 METERS (30.2 FT) NORTHEAST OF A POWER POLE, 7.0 METERS (23
 NP0576'FT) SOUTHEAST OF THE CENTER OF A RAILROAD ACCESS ROAD AND 0.3 METER
 NP0576'(1.1 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NP0576'THROUGH A 5-INCH LOGO CAP.
 NP0576'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 NP0576'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0370 ***********************************************************************
 MN0370  DESIGNATION -  F 418
 MN0370  PID         -  MN0370
 MN0370  STATE/COUNTY-  NE/CHEYENNE
 MN0370  COUNTRY     -  US
 MN0370  USGS QUAD   -  DALTON (2017)
 MN0370
 MN0370                         *CURRENT SURVEY CONTROL
 MN0370  ______________________________________________________________________
 MN0370* NAD 83(1986) POSITION- 41 22 37.     (N) 102 58 23.     (W)   SCALED
 MN0370* NAVD 88 ORTHO HEIGHT -  1304.112 (meters)     4278.57  (feet) ADJUSTED
 MN0370  ______________________________________________________________________
 MN0370  GEOID HEIGHT    -        -19.755 (meters)                     GEOID18
 MN0370  DYNAMIC HEIGHT  -       1303.206 (meters)     4275.60  (feet) COMP
 MN0370  MODELED GRAVITY -    979,883.1   (mgal)                       NAVD 88
 MN0370
 MN0370  VERT ORDER      -  FIRST     CLASS II
 MN0370
 MN0370.The horizontal coordinates were scaled from a map and have
 MN0370.an estimated accuracy of +/- 6 seconds.
 MN0370
 MN0370.The orthometric height was determined by differential leveling and
 MN0370.adjusted by the NATIONAL GEODETIC SURVEY
 MN0370.in June 1991.
 MN0370
 MN0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0370.GEOID18 height accuracy estimate available here.
 MN0370
 MN0370.Click photographs - Photos may exist for this station.
 MN0370
 MN0370.The dynamic height is computed by dividing the NAVD 88
 MN0370.geopotential number by the normal gravity value computed on the
 MN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0370.degrees latitude (g = 980.6199 gals.).
 MN0370
 MN0370.The modeled gravity was interpolated from observed gravity values.
 MN0370
 MN0370;                    North         East    Units  Estimated Accuracy
 MN0370;SPC NE       -   175,650.      251,430.      MT  (+/- 180 meters Scaled)
 MN0370
 MN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694825(NAD 83)
 MN0370
 MN0370                          SUPERSEDED SURVEY CONTROL
 MN0370
 MN0370.No superseded survey control is available for this station.
 MN0370
 MN0370_MARKER: I = METAL ROD
 MN0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0370_STAMPING: F 418 1985
 MN0370_MARK LOGO: NGS
 MN0370_PROJECTION: FLUSH
 MN0370_MAGNETIC: I = MARKER IS A STEEL ROD
 MN0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0370_ROD/PIPE-DEPTH: 9.8 meters
 MN0370
 MN0370  HISTORY     - Date     Condition        Report By
 MN0370  HISTORY     - 1985     MONUMENTED       NGS
 MN0370  HISTORY     - 19930810 GOOD             NEDR
 MN0370
 MN0370                          STATION DESCRIPTION
 MN0370
 MN0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0370'3.5 KM (2.2 MI) SOUTH FROM DALTON.
 MN0370'3.5 KM (2.15 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0370'DALTON, NEAR MILEPOST 50, 12.5 METERS (41 FT) EAST OF THE HIGHWAY
 MN0370'CENTERLINE, 2.8 METERS (9.3 FT) SOUTH-SOUTHEAST OF THE MILEPOST AND
 MN0370'0.6 METER (2 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 MN0370'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0370'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0370'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MN0370
 MN0370                          STATION RECOVERY (1993)
 MN0370
 MN0370'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (GN)
 MN0370'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE
 MN0370'TO ROAD CONSTRUCTION.  SEE F 418 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0395 ***********************************************************************
 MN0395  DESIGNATION -  F 422
 MN0395  PID         -  MN0395
 MN0395  STATE/COUNTY-  NE/DEUEL
 MN0395  COUNTRY     -  US
 MN0395  USGS QUAD   -  BIG SPRINGS (2017)
 MN0395
 MN0395                         *CURRENT SURVEY CONTROL
 MN0395  ______________________________________________________________________
 MN0395* NAD 83(1986) POSITION- 41 03 06.74   (N) 102 06 11.51   (W)   HD_HELD1
 MN0395* NAVD 88 ORTHO HEIGHT -  1031.203 (meters)     3383.21  (feet) ADJUSTED
 MN0395  ______________________________________________________________________
 MN0395  GEOID HEIGHT    -        -20.614 (meters)                     GEOID18
 MN0395  DYNAMIC HEIGHT  -       1030.538 (meters)     3381.02  (feet) COMP
 MN0395  MODELED GRAVITY -    979,944.4   (mgal)                       NAVD 88
 MN0395
 MN0395  VERT ORDER      -  FIRST     CLASS II
 MN0395
 MN0395.The horizontal coordinates were determined by differentially corrected
 MN0395.hand held GPS observations or other comparable positioning techniques
 MN0395.and have an estimated accuracy of +/- 3 meters.
 MN0395
 MN0395.The orthometric height was determined by differential leveling and
 MN0395.adjusted by the NATIONAL GEODETIC SURVEY
 MN0395.in June 1991.
 MN0395
 MN0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0395.GEOID18 height accuracy estimate available here.
 MN0395
 MN0395.Click photographs - Photos may exist for this station.
 MN0395
 MN0395.The dynamic height is computed by dividing the NAVD 88
 MN0395.geopotential number by the normal gravity value computed on the
 MN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0395.degrees latitude (g = 980.6199 gals.).
 MN0395
 MN0395.The modeled gravity was interpolated from observed gravity values.
 MN0395
 MN0395;                    North         East    Units  Estimated Accuracy
 MN0395;SPC NE       -   137,439.6     323,258.2     MT  (+/- 3 meters HH1 GPS) 
 MN0395
 MN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4344848558(NAD 83)
 MN0395
 MN0395                          SUPERSEDED SURVEY CONTROL
 MN0395
 MN0395  NGVD 29 (02/14/92) 1030.743  (m)         3381.70   (f) ADJUSTED    1 2
 MN0395
 MN0395.Superseded values are not recommended for survey control.
 MN0395
 MN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0395.See file dsdata.pdf to determine how the superseded data were derived.
 MN0395
 MN0395_MARKER: I = METAL ROD
 MN0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0395_STAMPING: F 422 1986
 MN0395_MARK LOGO: NGS
 MN0395_PROJECTION: FLUSH
 MN0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0395_ROD/PIPE-DEPTH: 9.6 meters
 MN0395
 MN0395  HISTORY     - Date     Condition        Report By
 MN0395  HISTORY     - 1986     MONUMENTED       NGS
 MN0395
 MN0395                          STATION DESCRIPTION
 MN0395
 MN0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0395'2.8 KM (1.75 MI) SW FROM BIG SPRINGS.
 MN0395'2.8 KM (1.75 MI) SOUTHWEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0395'STATE ROUTE 25 B IN BIG SPRINGS, AT A PRIVATE ENTRANCE ROAD LEADING
 MN0395'NORTH, 10.4 METERS (34 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.3 METERS
 MN0395'(1 FT) SOUTH OF THE RIGHT OF WAY FENCE, 17.1 METERS (56 FT) EAST OF
 MN0395'THE CENTER OF THE PRIVATE ROAD ENTRANCE, 8.7 METERS (28.6 FT) EAST OF
 MN0395'A TELEPHONE JUNCTION BOX AND 10.4 METERS (34 FT) EAST OF A CORNER
 MN0395'FENCE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0395'CAP.
 MN0395'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0395'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0955 ***********************************************************************
 LH0955  DESIGNATION -  F 423
 LH0955  PID         -  LH0955
 LH0955  STATE/COUNTY-  NE/FURNAS
 LH0955  COUNTRY     -  US
 LH0955  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0955
 LH0955                         *CURRENT SURVEY CONTROL
 LH0955  ______________________________________________________________________
 LH0955* NAD 83(1986) POSITION- 40 07 03.88   (N) 099 53 36.21   (W)   HD_HELD1
 LH0955* NAVD 88 ORTHO HEIGHT -   669.468 (meters)     2196.41  (feet) ADJUSTED
 LH0955  ______________________________________________________________________
 LH0955  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 LH0955  DYNAMIC HEIGHT  -        669.039 (meters)     2195.01  (feet) COMP
 LH0955  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 LH0955
 LH0955  VERT ORDER      -  FIRST     CLASS II
 LH0955
 LH0955.The horizontal coordinates were determined by differentially corrected
 LH0955.hand held GPS observations or other comparable positioning techniques
 LH0955.and have an estimated accuracy of +/- 3 meters.
 LH0955
 LH0955.The orthometric height was determined by differential leveling and
 LH0955.adjusted by the NATIONAL GEODETIC SURVEY
 LH0955.in June 1991.
 LH0955
 LH0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0955.GEOID18 height accuracy estimate available here.
 LH0955
 LH0955.Click photographs - Photos may exist for this station.
 LH0955
 LH0955.The dynamic height is computed by dividing the NAVD 88
 LH0955.geopotential number by the normal gravity value computed on the
 LH0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0955.degrees latitude (g = 980.6199 gals.).
 LH0955
 LH0955.The modeled gravity was interpolated from observed gravity values.
 LH0955
 LH0955;                    North         East    Units  Estimated Accuracy
 LH0955;SPC NE       -    31,585.3     509,087.6     MT  (+/- 3 meters HH1 GPS) 
 LH0955
 LH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2387041208(NAD 83)
 LH0955
 LH0955                          SUPERSEDED SURVEY CONTROL
 LH0955
 LH0955  NGVD 29 (02/14/92)  669.187  (m)         2195.49   (f) ADJUSTED    1 2
 LH0955
 LH0955.Superseded values are not recommended for survey control.
 LH0955
 LH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0955.See file dsdata.pdf to determine how the superseded data were derived.
 LH0955
 LH0955_MARKER: I = METAL ROD
 LH0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0955_STAMPING: F 423 1986
 LH0955_MARK LOGO: NGS
 LH0955_PROJECTION: FLUSH
 LH0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0955_ROD/PIPE-DEPTH: 14.3 meters
 LH0955
 LH0955  HISTORY     - Date     Condition        Report By
 LH0955  HISTORY     - 1986     MONUMENTED       NGS
 LH0955
 LH0955                          STATION DESCRIPTION
 LH0955
 LH0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0955'21.2 KM (13.2 MI) SOUTH FROM ARAPAHOE.
 LH0955'21.3 KM (13.25 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0955'HIGHWAYS 6 AND 34 AT ARAPAHOE, 0.19 KM (0.11 MI) SOUTH OF THE SOUTH
 LH0955'END OF THE BRIDGE OVER BEAVER CREEK, 12.3 METERS (40.5 FT)
 LH0955'EAST-SOUTHEAST OF MILEPOST 8, 17.9 METERS (59 FT) EAST OF THE HIGHWAY
 LH0955'CENTERLINE, 30.1 METERS (99 FT) SOUTH OF THE CENTER OF A PRIVATE
 LH0955'DRIVEWAY AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0955'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0955'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0955'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0318 ***********************************************************************
 MM0318  DESIGNATION -  F 424
 MM0318  PID         -  MM0318
 MM0318  STATE/COUNTY-  NE/LINCOLN
 MM0318  COUNTRY     -  US
 MM0318  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0318
 MM0318                         *CURRENT SURVEY CONTROL
 MM0318  ______________________________________________________________________
 MM0318* NAD 83(1986) POSITION- 41 08 51.     (N) 101 12 38.     (W)   SCALED
 MM0318* NAVD 88 ORTHO HEIGHT -   913.992 (meters)     2998.66  (feet) ADJUSTED
 MM0318  ______________________________________________________________________
 MM0318  GEOID HEIGHT    -        -21.779 (meters)                     GEOID18
 MM0318  DYNAMIC HEIGHT  -        913.435 (meters)     2996.83  (feet) COMP
 MM0318  MODELED GRAVITY -    979,983.0   (mgal)                       NAVD 88
 MM0318
 MM0318  VERT ORDER      -  FIRST     CLASS II
 MM0318
 MM0318.The horizontal coordinates were scaled from a map and have
 MM0318.an estimated accuracy of +/- 6 seconds.
 MM0318
 MM0318.The orthometric height was determined by differential leveling and
 MM0318.adjusted by the NATIONAL GEODETIC SURVEY
 MM0318.in June 1991.
 MM0318
 MM0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0318.GEOID18 height accuracy estimate available here.
 MM0318
 MM0318.Click photographs - Photos may exist for this station.
 MM0318
 MM0318.The dynamic height is computed by dividing the NAVD 88
 MM0318.geopotential number by the normal gravity value computed on the
 MM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0318.degrees latitude (g = 980.6199 gals.).
 MM0318
 MM0318.The modeled gravity was interpolated from observed gravity values.
 MM0318
 MM0318;                    North         East    Units  Estimated Accuracy
 MM0318;SPC NE       -   146,620.      398,410.      MT  (+/- 180 meters Scaled)
 MM0318
 MM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL144574(NAD 83)
 MM0318
 MM0318                          SUPERSEDED SURVEY CONTROL
 MM0318
 MM0318  NGVD 29 (02/14/92)  913.590  (m)         2997.34   (f) ADJUSTED    1 2
 MM0318
 MM0318.Superseded values are not recommended for survey control.
 MM0318
 MM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0318.See file dsdata.pdf to determine how the superseded data were derived.
 MM0318
 MM0318_MARKER: I = METAL ROD
 MM0318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0318_STAMPING: F 424 1986
 MM0318_MARK LOGO: NGS
 MM0318_PROJECTION: FLUSH
 MM0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0318_ROD/PIPE-DEPTH: 14.9 meters
 MM0318
 MM0318  HISTORY     - Date     Condition        Report By
 MM0318  HISTORY     - 1986     MONUMENTED       NGS
 MM0318
 MM0318                          STATION DESCRIPTION
 MM0318
 MM0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0318'6.9 KM (4.3 MI) WEST FROM SUTHERLAND.
 MM0318'6.96 KM (4.35 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0318'HIGHWAY 25 SOUTH AT SUTHERLAND, IN THE SOUTHWEST CORNER OF THE T
 MM0318'JUNCTION OF THE WEST 1 OF 2 ROADS FOR A ROAD SIDE PARK, 0.41 KM (0.25
 MM0318'MI) EAST OF MILEPOST 153, ALSO 12.59 KM (7.87 MI) WEST OF PAXTON, 12.2
 MM0318'METERS (40 FT) SOUTH OF THE HIGHWAY CENTERLINE, 23.7 METERS (78 FT)
 MM0318'WEST OF THE CENTER OF THE ROAD, 16.7 METERS (55 FT) EAST OF THE
 MM0318'EXTENDED CENTER OF A PRIVATE DRIVEWAY LEADING NORTH AND 0.3 METER (1
 MM0318'FT) EAST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT
 MM0318'IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0318'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0318'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0980 ***********************************************************************
 LH0980  DESIGNATION -  F 425
 LH0980  PID         -  LH0980
 LH0980  STATE/COUNTY-  NE/GOSPER
 LH0980  COUNTRY     -  US
 LH0980  USGS QUAD   -  ELWOOD (2017)
 LH0980
 LH0980                         *CURRENT SURVEY CONTROL
 LH0980  ______________________________________________________________________
 LH0980* NAD 83(1986) POSITION- 40 35 26.5    (N) 099 51 51.6    (W)   HD_HELD2
 LH0980* NAVD 88 ORTHO HEIGHT -   814.174 (meters)     2671.17  (feet) ADJUSTED
 LH0980  ______________________________________________________________________
 LH0980  GEOID HEIGHT    -        -24.224 (meters)                     GEOID18
 LH0980  DYNAMIC HEIGHT  -        813.655 (meters)     2669.47  (feet) COMP
 LH0980  MODELED GRAVITY -    979,960.4   (mgal)                       NAVD 88
 LH0980
 LH0980  VERT ORDER      -  FIRST     CLASS II
 LH0980
 LH0980.The horizontal coordinates were established by autonomous hand held GPS
 LH0980.observations and have an estimated accuracy of +/- 10 meters.
 LH0980
 LH0980.The orthometric height was determined by differential leveling and
 LH0980.adjusted by the NATIONAL GEODETIC SURVEY
 LH0980.in June 1991.
 LH0980
 LH0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0980.GEOID18 height accuracy estimate available here.
 LH0980
 LH0980.Click photographs - Photos may exist for this station.
 LH0980
 LH0980.The dynamic height is computed by dividing the NAVD 88
 LH0980.geopotential number by the normal gravity value computed on the
 LH0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0980.degrees latitude (g = 980.6199 gals.).
 LH0980
 LH0980.The modeled gravity was interpolated from observed gravity values.
 LH0980
 LH0980;                    North         East    Units  Estimated Accuracy
 LH0980;SPC NE       -    84,099.      511,482.      MT  (+/- 10 meters HH2 GPS)
 LH0980
 LH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2685993680(NAD 83)
 LH0980
 LH0980                          SUPERSEDED SURVEY CONTROL
 LH0980
 LH0980  NGVD 29 (02/14/92)  813.870  (m)         2670.17   (f) ADJUSTED    1 2
 LH0980
 LH0980.Superseded values are not recommended for survey control.
 LH0980
 LH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0980.See file dsdata.pdf to determine how the superseded data were derived.
 LH0980
 LH0980_MARKER: I = METAL ROD
 LH0980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0980_STAMPING: F 425 1986
 LH0980_MARK LOGO: NGS
 LH0980_PROJECTION: FLUSH
 LH0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0980+STABILITY: POSITION/ELEVATION WELL
 LH0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0980+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0980_ROD/PIPE-DEPTH: 18.2 meters
 LH0980_SLEEVE-DEPTH  : 9.1 meters
 LH0980
 LH0980  HISTORY     - Date     Condition        Report By
 LH0980  HISTORY     - 1986     MONUMENTED       NGS
 LH0980  HISTORY     - 20060513 GOOD             GEOCAC
 LH0980
 LH0980                          STATION DESCRIPTION
 LH0980
 LH0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0980'0.5 KM (0.3 MI) WEST FROM ELWOOD.
 LH0980'0.30 KM (0.19 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0980'COURTHOUSE AT ELWOOD, THENCE 0.24 KM (0.15 MI) WEST ALONG STATE
 LH0980'HIGHWAY 23, IN THE NORTHWEST CORNER OF A T GRAVEL STREET, 4.5 METERS
 LH0980'(15 FT) WEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 LH0980'DEPARTMENT OF ROADS YARD 71000, 27.7 METERS (91 FT) NORTH OF THE
 LH0980'HIGHWAY CENTERLINE, 38.8 METERS (127.5 FT) EAST OF THE EAST END OF AN
 LH0980'ENTRANCE GATE TO THE YARD, 19.8 METERS (65 FT) NORTH OF THE NORTHWEST
 LH0980'CORNER OF A HEADWALL FOR A 24-INCH METAL PIPE CULVERT, 16.7 METERS (55
 LH0980'FT) WEST OF THE CENTER OF THE STREET, 4.2 METERS (14 FT) WEST OF A
 LH0980'RIGHT OF WAY MARKER AND 0.9 METER (3 FT) SOUTH OF A FENCE.
 LH0980'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0980'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0980'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 LH0980
 LH0980                          STATION RECOVERY (2006)
 LH0980
 LH0980'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1002 ***********************************************************************
 LH1002  DESIGNATION -  F 426
 LH1002  PID         -  LH1002
 LH1002  STATE/COUNTY-  NE/DAWSON
 LH1002  COUNTRY     -  US
 LH1002  USGS QUAD   -  COZAD (2017)
 LH1002
 LH1002                         *CURRENT SURVEY CONTROL
 LH1002  ______________________________________________________________________
 LH1002* NAD 83(1986) POSITION- 40 51 20.     (N) 099 58 54.     (W)   SCALED
 LH1002* NAVD 88 ORTHO HEIGHT -   759.402 (meters)     2491.47  (feet) ADJUSTED
 LH1002  ______________________________________________________________________
 LH1002  GEOID HEIGHT    -        -23.426 (meters)                     GEOID18
 LH1002  DYNAMIC HEIGHT  -        758.958 (meters)     2490.01  (feet) COMP
 LH1002  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 LH1002
 LH1002  VERT ORDER      -  FIRST     CLASS II
 LH1002
 LH1002.The horizontal coordinates were scaled from a map and have
 LH1002.an estimated accuracy of +/- 6 seconds.
 LH1002
 LH1002.The orthometric height was determined by differential leveling and
 LH1002.adjusted by the NATIONAL GEODETIC SURVEY
 LH1002.in June 1991.
 LH1002
 LH1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1002.GEOID18 height accuracy estimate available here.
 LH1002
 LH1002.Click photographs - Photos may exist for this station.
 LH1002
 LH1002.The dynamic height is computed by dividing the NAVD 88
 LH1002.geopotential number by the normal gravity value computed on the
 LH1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1002.degrees latitude (g = 980.6199 gals.).
 LH1002
 LH1002.The modeled gravity was interpolated from observed gravity values.
 LH1002
 LH1002;                    North         East    Units  Estimated Accuracy
 LH1002;SPC NE       -   113,500.      501,550.      MT  (+/- 180 meters Scaled)
 LH1002
 LH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML172231(NAD 83)
 LH1002
 LH1002                          SUPERSEDED SURVEY CONTROL
 LH1002
 LH1002  NGVD 29 (02/14/92)  759.104  (m)         2490.49   (f) ADJUSTED    1 2
 LH1002
 LH1002.Superseded values are not recommended for survey control.
 LH1002
 LH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1002.See file dsdata.pdf to determine how the superseded data were derived.
 LH1002
 LH1002_MARKER: DV = VERTICAL CONTROL DISK
 LH1002_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1002_SP_SET: GRAIN ELEVATOR
 LH1002_STAMPING: F 426 1986
 LH1002_MARK LOGO: NGS
 LH1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1002+STABILITY: POSITION/ELEVATION WELL
 LH1002
 LH1002  HISTORY     - Date     Condition        Report By
 LH1002  HISTORY     - 1986     MONUMENTED       NGS
 LH1002
 LH1002                          STATION DESCRIPTION
 LH1002
 LH1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1002'0.2 KM (0.1 MI) SE FROM COZAD.
 LH1002'0.25 KM (0.15 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1002'RAILROAD STATION AT COZAD, VERTICALLY, IN THE NORTHEAST FACE OF THE
 LH1002'EAST SILO (NUMBER 55) OF THE SOUTHEAST 1 OF 2 ELEVATORS OF THE PEAVEY
 LH1002'GRAIN ELEVATORS, 38.7 METERS (127 FT) SOUTHWEST OF THE HIGHWAY
 LH1002'CENTERLINE AND 7.0 METERS (23 FT) NORTHWEST OF THE NORTHWEST WALL OF A
 LH1002'WHITE BRICK BUILDING.
 LH1002'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2123 ***********************************************************************
 MK2123  DESIGNATION -  F 428
 MK2123  PID         -  MK2123
 MK2123  STATE/COUNTY-  NE/DOUGLAS
 MK2123  COUNTRY     -  US
 MK2123  USGS QUAD   -  IRVINGTON (2017)
 MK2123
 MK2123                         *CURRENT SURVEY CONTROL
 MK2123  ______________________________________________________________________
 MK2123* NAD 83(1986) POSITION- 41 19 19.     (N) 096 04 10.     (W)   SCALED
 MK2123* NAVD 88 ORTHO HEIGHT -   366.314 (meters)     1201.82  (feet) ADJUSTED
 MK2123  ______________________________________________________________________
 MK2123  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 MK2123  DYNAMIC HEIGHT  -        366.152 (meters)     1201.28  (feet) COMP
 MK2123  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 MK2123
 MK2123  VERT ORDER      -  FIRST     CLASS II
 MK2123
 MK2123.The horizontal coordinates were scaled from a map and have
 MK2123.an estimated accuracy of +/- 6 seconds.
 MK2123
 MK2123.The orthometric height was determined by differential leveling and
 MK2123.adjusted by the NATIONAL GEODETIC SURVEY
 MK2123.in June 1991.
 MK2123
 MK2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2123.GEOID18 height accuracy estimate available here.
 MK2123
 MK2123.Click photographs - Photos may exist for this station.
 MK2123
 MK2123.The dynamic height is computed by dividing the NAVD 88
 MK2123.geopotential number by the normal gravity value computed on the
 MK2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2123.degrees latitude (g = 980.6199 gals.).
 MK2123
 MK2123.The modeled gravity was interpolated from observed gravity values.
 MK2123
 MK2123;                    North         East    Units  Estimated Accuracy
 MK2123;SPC NE       -   172,750.      828,860.      MT  (+/- 180 meters Scaled)
 MK2123
 MK2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL452786(NAD 83)
 MK2123
 MK2123                          SUPERSEDED SURVEY CONTROL
 MK2123
 MK2123.No superseded survey control is available for this station.
 MK2123
 MK2123_MARKER: DV = VERTICAL CONTROL DISK
 MK2123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2123_SP_SET: OVERPASS ABUTMENT
 MK2123_STAMPING: F 428 1989
 MK2123_MARK LOGO: NGS
 MK2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2123+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2123
 MK2123  HISTORY     - Date     Condition        Report By
 MK2123  HISTORY     - 1989     MONUMENTED       NGS
 MK2123  HISTORY     - 19981015 GOOD             NEDR
 MK2123
 MK2123                          STATION DESCRIPTION
 MK2123
 MK2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2123'IN OMAHA, AT THE INTERSECTION OF STATE HIGHWAY 133 AND INTERSTATE
 MK2123'HIGHWAY 680, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 MK2123'OF THE STATE HIGHWAY OVERPASS OF THE INTERSTATE HIGHWAY, 29.8 M (97.8
 MK2123'FT) NORTHWEST OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 5.9 M
 MK2123'(19.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 MK2123'STATE HIGHWAY, 3.6 M (11.8 FT) SOUTHWEST OF THE NORTHEAST END OF A
 MK2123'WINGWALL, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE STATE HIGHWAY.
 MK2123
 MK2123                          STATION RECOVERY (1998)
 MK2123
 MK2123'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 MK2123'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED WHEN
 MK2123'THE BRIDGE IS REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1138 ***********************************************************************
 AI1138  DESIGNATION -  F 428 RESET
 AI1138  PID         -  AI1138
 AI1138  STATE/COUNTY-  NE/DOUGLAS
 AI1138  COUNTRY     -  US
 AI1138  USGS QUAD   -  IRVINGTON (2017)
 AI1138
 AI1138                         *CURRENT SURVEY CONTROL
 AI1138  ______________________________________________________________________
 AI1138* NAD 83(1986) POSITION- 41 19 20.     (N) 096 04 09.     (W)   SCALED
 AI1138* NAVD 88 ORTHO HEIGHT -   367.91  (meters)     1207.1   (feet) RESET
 AI1138  ______________________________________________________________________
 AI1138  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 AI1138  VERT ORDER      -  THIRD
 AI1138
 AI1138.The horizontal coordinates were scaled from a map and have
 AI1138.an estimated accuracy of +/- 6 seconds.
 AI1138
 AI1138.The orthometric height was computed from unverified reset data.
 AI1138
 AI1138.No vertical observational check was made to the station.
 AI1138
 AI1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1138.GEOID18 height accuracy estimate available here.
 AI1138
 AI1138.Click photographs - Photos may exist for this station.
 AI1138
 AI1138;                    North         East    Units  Estimated Accuracy
 AI1138;SPC NE       -   172,780.      828,880.      MT  (+/- 180 meters Scaled)
 AI1138
 AI1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL452786(NAD 83)
 AI1138
 AI1138                          SUPERSEDED SURVEY CONTROL
 AI1138
 AI1138.No superseded survey control is available for this station.
 AI1138
 AI1138_MARKER: DV = VERTICAL CONTROL DISK
 AI1138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1138_SP_SET: BRIDGE ABUTMENT
 AI1138_STAMPING: F 428 RESET 1998
 AI1138_MARK LOGO: NGS
 AI1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1138+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2011
 AI1138
 AI1138  HISTORY     - Date     Condition        Report By
 AI1138  HISTORY     - 1998     MONUMENTED       NEDR
 AI1138  HISTORY     - 20110204 GOOD             INDIV
 AI1138
 AI1138                          STATION DESCRIPTION
 AI1138
 AI1138'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 AI1138'AT OMAHA, AT THE INTERSECTION OF STATE HIGHWAY 33 AND INTERSTATE
 AI1138'HIGHWAY 680, CEMENTED INTO A DRILLED HOLE ON THE THE TOP OF THE
 AI1138'CONCRETE WHEEL GUARD OF THE SOUTHWEST CORNER OF THE OVERPASS BRIDGE
 AI1138'FOR THE EAST-BOUND LANES OF THE INTERSTATE HIGHWAY.
 AI1138
 AI1138                          STATION RECOVERY (2011)
 AI1138
 AI1138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 AI1138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0520 ***********************************************************************
 NO0520  DESIGNATION -  F 431
 NO0520  PID         -  NO0520
 NO0520  STATE/COUNTY-  NE/CHERRY
 NO0520  COUNTRY     -  US
 NO0520  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0520
 NO0520                         *CURRENT SURVEY CONTROL
 NO0520  ______________________________________________________________________
 NO0520* NAD 83(1986) POSITION- 42 46 57.     (N) 100 32 12.     (W)   SCALED
 NO0520* NAVD 88 ORTHO HEIGHT -   818.288 (meters)     2684.67  (feet) ADJUSTED
 NO0520  ______________________________________________________________________
 NO0520  GEOID HEIGHT    -        -21.698 (meters)                     GEOID18
 NO0520  DYNAMIC HEIGHT  -        817.951 (meters)     2683.56  (feet) COMP
 NO0520  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 NO0520
 NO0520  VERT ORDER      -  FIRST     CLASS II
 NO0520
 NO0520.The horizontal coordinates were scaled from a map and have
 NO0520.an estimated accuracy of +/- 6 seconds.
 NO0520
 NO0520.The orthometric height was determined by differential leveling and
 NO0520.adjusted by the NATIONAL GEODETIC SURVEY
 NO0520.in June 1994.
 NO0520
 NO0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0520.GEOID18 height accuracy estimate available here.
 NO0520
 NO0520.Click photographs - Photos may exist for this station.
 NO0520
 NO0520.The dynamic height is computed by dividing the NAVD 88
 NO0520.geopotential number by the normal gravity value computed on the
 NO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0520.degrees latitude (g = 980.6199 gals.).
 NO0520
 NO0520.The modeled gravity was interpolated from observed gravity values.
 NO0520
 NO0520;                    North         East    Units  Estimated Accuracy
 NO0520;SPC NE       -   327,600.      456,090.      MT  (+/- 180 meters Scaled)
 NO0520
 NO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN743378(NAD 83)
 NO0520
 NO0520                          SUPERSEDED SURVEY CONTROL
 NO0520
 NO0520  NGVD 29 (02/14/92)  818.008  (m)         2683.75   (f) ADJUSTED    1 2
 NO0520
 NO0520.Superseded values are not recommended for survey control.
 NO0520
 NO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0520.See file dsdata.pdf to determine how the superseded data were derived.
 NO0520
 NO0520_MARKER: I = METAL ROD
 NO0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0520_STAMPING: F 431 1991
 NO0520_MARK LOGO: NGS
 NO0520_PROJECTION: FLUSH
 NO0520_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0520+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0520_ROD/PIPE-DEPTH: 9.4 meters
 NO0520
 NO0520  HISTORY     - Date     Condition        Report By
 NO0520  HISTORY     - 1991     MONUMENTED       NGS
 NO0520
 NO0520                          STATION DESCRIPTION
 NO0520
 NO0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0520'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0520'OF U.S. HIGHWAY 20 IN VALENTINE, 55.4 M (181.8 FT) WEST OF THE
 NO0520'HIGHWAY CENTERLINE, 40.4 M (132.5 FT) WEST OF A FENCE CORNER, 6.1 M
 NO0520'(20.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) ABOVE
 NO0520'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 NO0520'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0520'THE MONUMENT IS ON PROPERTY OWNED BY CLARENCE LOVEJOY, HC 37, BOX 10,
 NO0520'VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2869 OR 376-3159.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0551 ***********************************************************************
 NO0551  DESIGNATION -  F 432
 NO0551  PID         -  NO0551
 NO0551  STATE/COUNTY-  NE/CHERRY
 NO0551  COUNTRY     -  US
 NO0551  USGS QUAD   -  SQUARE LAKE (2017)
 NO0551
 NO0551                         *CURRENT SURVEY CONTROL
 NO0551  ______________________________________________________________________
 NO0551* NAD 83(1986) POSITION- 42 26 20.     (N) 100 59 43.     (W)   SCALED
 NO0551* NAVD 88 ORTHO HEIGHT -   980.428 (meters)     3216.62  (feet) ADJUSTED
 NO0551  ______________________________________________________________________
 NO0551  GEOID HEIGHT    -        -20.512 (meters)                     GEOID18
 NO0551  DYNAMIC HEIGHT  -        979.971 (meters)     3215.12  (feet) COMP
 NO0551  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 NO0551
 NO0551  VERT ORDER      -  FIRST     CLASS II
 NO0551
 NO0551.The horizontal coordinates were scaled from a map and have
 NO0551.an estimated accuracy of +/- 6 seconds.
 NO0551
 NO0551.The orthometric height was determined by differential leveling and
 NO0551.adjusted by the NATIONAL GEODETIC SURVEY
 NO0551.in June 1994.
 NO0551
 NO0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0551.GEOID18 height accuracy estimate available here.
 NO0551
 NO0551.Click photographs - Photos may exist for this station.
 NO0551
 NO0551.The dynamic height is computed by dividing the NAVD 88
 NO0551.geopotential number by the normal gravity value computed on the
 NO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0551.degrees latitude (g = 980.6199 gals.).
 NO0551
 NO0551.The modeled gravity was interpolated from observed gravity values.
 NO0551
 NO0551;                    North         East    Units  Estimated Accuracy
 NO0551;SPC NE       -   289,770.      418,130.      MT  (+/- 180 meters Scaled)
 NO0551
 NO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN358004(NAD 83)
 NO0551
 NO0551                          SUPERSEDED SURVEY CONTROL
 NO0551
 NO0551  NGVD 29 (02/14/92)  980.137  (m)         3215.67   (f) ADJUSTED    1 2
 NO0551
 NO0551.Superseded values are not recommended for survey control.
 NO0551
 NO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0551.See file dsdata.pdf to determine how the superseded data were derived.
 NO0551
 NO0551_MARKER: I = METAL ROD
 NO0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0551_STAMPING: F 432 1991
 NO0551_MARK LOGO: NGS
 NO0551_PROJECTION: FLUSH
 NO0551_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0551+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0551_ROD/PIPE-DEPTH: 29.1 meters
 NO0551
 NO0551  HISTORY     - Date     Condition        Report By
 NO0551  HISTORY     - 1991     MONUMENTED       NGS
 NO0551
 NO0551                          STATION DESCRIPTION
 NO0551
 NO0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0551'47.7 KM (29.65 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0551'OF STATE HIGHWAY 2 IN MULLEN, 20.8 M (68.2 FT) EAST OF THE HIGHWAY
 NO0551'CENTERLINE, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3
 NO0551'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 NO0551'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0571 ***********************************************************************
 NO0571  DESIGNATION -  F 433
 NO0571  PID         -  NO0571
 NO0571  STATE/COUNTY-  NE/HOOKER
 NO0571  COUNTRY     -  US
 NO0571  USGS QUAD   -  MULLEN (2017)
 NO0571
 NO0571                         *CURRENT SURVEY CONTROL
 NO0571  ______________________________________________________________________
 NO0571* NAD 83(1986) POSITION- 42 03 09.     (N) 101 02 29.     (W)   SCALED
 NO0571* NAVD 88 ORTHO HEIGHT -   990.077 (meters)     3248.28  (feet) ADJUSTED
 NO0571  ______________________________________________________________________
 NO0571  GEOID HEIGHT    -        -20.644 (meters)                     GEOID18
 NO0571  DYNAMIC HEIGHT  -        989.556 (meters)     3246.57  (feet) COMP
 NO0571  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 NO0571
 NO0571  VERT ORDER      -  FIRST     CLASS II
 NO0571
 NO0571.The horizontal coordinates were scaled from a map and have
 NO0571.an estimated accuracy of +/- 6 seconds.
 NO0571
 NO0571.The orthometric height was determined by differential leveling and
 NO0571.adjusted by the NATIONAL GEODETIC SURVEY
 NO0571.in June 1994.
 NO0571
 NO0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0571.GEOID18 height accuracy estimate available here.
 NO0571
 NO0571.Click photographs - Photos may exist for this station.
 NO0571
 NO0571.The dynamic height is computed by dividing the NAVD 88
 NO0571.geopotential number by the normal gravity value computed on the
 NO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0571.degrees latitude (g = 980.6199 gals.).
 NO0571
 NO0571.The modeled gravity was interpolated from observed gravity values.
 NO0571
 NO0571;                    North         East    Units  Estimated Accuracy
 NO0571;SPC NE       -   246,910.      413,820.      MT  (+/- 180 meters Scaled)
 NO0571
 NO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM310576(NAD 83)
 NO0571
 NO0571                          SUPERSEDED SURVEY CONTROL
 NO0571
 NO0571  NGVD 29 (02/14/92)  989.764  (m)         3247.25   (f) ADJUSTED    1 2
 NO0571
 NO0571.Superseded values are not recommended for survey control.
 NO0571
 NO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0571.See file dsdata.pdf to determine how the superseded data were derived.
 NO0571
 NO0571_MARKER: I = METAL ROD
 NO0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0571_STAMPING: F 433 1991
 NO0571_MARK LOGO: NGS
 NO0571_PROJECTION: FLUSH
 NO0571_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0571+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0571_ROD/PIPE-DEPTH: 20.4 meters
 NO0571
 NO0571  HISTORY     - Date     Condition        Report By
 NO0571  HISTORY     - 1991     MONUMENTED       NGS
 NO0571
 NO0571                          STATION DESCRIPTION
 NO0571
 NO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0571'1.3 KM (0.80 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0571'OF STATE HIGHWAY 2 IN MULLEN, 32.6 M (107.0 FT) EAST OF UTILITY POLE
 NO0571'NUMBER 201 17 14 WITH A GUY CABLE, 15.2 M (49.9 FT) SOUTH OF THE
 NO0571'CENTER OF THE SIMONSON RANCH ENTRANCE ROAD, 13.3 M (43.6 FT) WEST OF
 NO0571'THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) SOUTH OF A FENCE CORNER, 1.0
 NO0571'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF
 NO0571'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0571'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0534 ***********************************************************************
 MM0534  DESIGNATION -  F 434
 MM0534  PID         -  MM0534
 MM0534  STATE/COUNTY-  NE/MCPHERSON
 MM0534  COUNTRY     -  US
 MM0534  USGS QUAD   -  TRYON (2017)
 MM0534
 MM0534                         *CURRENT SURVEY CONTROL
 MM0534  ______________________________________________________________________
 MM0534* NAD 83(1986) POSITION- 41 32 14.     (N) 100 54 28.     (W)   SCALED
 MM0534* NAVD 88 ORTHO HEIGHT -   997.240 (meters)     3271.78  (feet) ADJUSTED
 MM0534  ______________________________________________________________________
 MM0534  GEOID HEIGHT    -        -21.718 (meters)                     GEOID18
 MM0534  DYNAMIC HEIGHT  -        996.642 (meters)     3269.82  (feet) COMP
 MM0534  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 MM0534
 MM0534  VERT ORDER      -  FIRST     CLASS II
 MM0534
 MM0534.The horizontal coordinates were scaled from a map and have
 MM0534.an estimated accuracy of +/- 6 seconds.
 MM0534
 MM0534.The orthometric height was determined by differential leveling and
 MM0534.adjusted by the NATIONAL GEODETIC SURVEY
 MM0534.in June 1994.
 MM0534
 MM0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0534.GEOID18 height accuracy estimate available here.
 MM0534
 MM0534.Click photographs - Photos may exist for this station.
 MM0534
 MM0534.The dynamic height is computed by dividing the NAVD 88
 MM0534.geopotential number by the normal gravity value computed on the
 MM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0534.degrees latitude (g = 980.6199 gals.).
 MM0534
 MM0534.The modeled gravity was interpolated from observed gravity values.
 MM0534
 MM0534;                    North         East    Units  Estimated Accuracy
 MM0534;SPC NE       -   189,570.      424,280.      MT  (+/- 180 meters Scaled)
 MM0534
 MM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM408001(NAD 83)
 MM0534
 MM0534                          SUPERSEDED SURVEY CONTROL
 MM0534
 MM0534  NGVD 29 (02/14/92)  996.868  (m)         3270.56   (f) ADJUSTED    1 2
 MM0534
 MM0534.Superseded values are not recommended for survey control.
 MM0534
 MM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0534.See file dsdata.pdf to determine how the superseded data were derived.
 MM0534
 MM0534_MARKER: I = METAL ROD
 MM0534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0534_STAMPING: F 434 1991
 MM0534_MARK LOGO: NGS
 MM0534_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0534_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0534+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0534_ROD/PIPE-DEPTH: 18.1 meters
 MM0534_SLEEVE-DEPTH  : 0.9 meters
 MM0534
 MM0534  HISTORY     - Date     Condition        Report By
 MM0534  HISTORY     - 1991     MONUMENTED       NGS
 MM0534
 MM0534                          STATION DESCRIPTION
 MM0534
 MM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0534'4.6 KM (2.85 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0534'IN TRYON, 140.4 M (460.6 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY,
 MM0534'84.9 M (278.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 MM0534'13.0 M (42.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 MM0534'SOUTHEAST OF UTILITY POLE NUMBER 097 17 02, 0.7 M (2.3 FT) ABOVE THE
 MM0534'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST
 MM0534'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MM0534'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 MM0534'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1441 ***********************************************************************
 LH1441  DESIGNATION -  F 435
 LH1441  PID         -  LH1441
 LH1441  STATE/COUNTY-  NE/BUFFALO
 LH1441  COUNTRY     -  US
 LH1441  USGS QUAD   -  ALFALFA CENTER (2017)
 LH1441
 LH1441                         *CURRENT SURVEY CONTROL
 LH1441  ______________________________________________________________________
 LH1441* NAD 83(1986) POSITION- 40 41 33.     (N) 099 10 46.     (W)   SCALED
 LH1441* NAVD 88 ORTHO HEIGHT -   667.346 (meters)     2189.45  (feet) ADJUSTED
 LH1441  ______________________________________________________________________
 LH1441  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 LH1441  DYNAMIC HEIGHT  -        666.964 (meters)     2188.20  (feet) COMP
 LH1441  MODELED GRAVITY -    980,030.6   (mgal)                       NAVD 88
 LH1441
 LH1441  VERT ORDER      -  FIRST     CLASS II
 LH1441
 LH1441.The horizontal coordinates were scaled from a map and have
 LH1441.an estimated accuracy of +/- 6 seconds.
 LH1441
 LH1441.The orthometric height was determined by differential leveling and
 LH1441.adjusted by the NATIONAL GEODETIC SURVEY
 LH1441.in May 1993.
 LH1441
 LH1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1441.GEOID18 height accuracy estimate available here.
 LH1441
 LH1441.Click photographs - Photos may exist for this station.
 LH1441
 LH1441.The dynamic height is computed by dividing the NAVD 88
 LH1441.geopotential number by the normal gravity value computed on the
 LH1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1441.degrees latitude (g = 980.6199 gals.).
 LH1441
 LH1441.The modeled gravity was interpolated from observed gravity values.
 LH1441
 LH1441;                    North         East    Units  Estimated Accuracy
 LH1441;SPC NE       -    95,720.      569,340.      MT  (+/- 180 meters Scaled)
 LH1441
 LH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML848046(NAD 83)
 LH1441
 LH1441                          SUPERSEDED SURVEY CONTROL
 LH1441
 LH1441  NGVD 29 (02/14/92)  667.087  (m)         2188.60   (f) ADJUSTED    1 2
 LH1441
 LH1441.Superseded values are not recommended for survey control.
 LH1441
 LH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1441.See file dsdata.pdf to determine how the superseded data were derived.
 LH1441
 LH1441_MARKER: I = METAL ROD
 LH1441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1441_STAMPING: F 435 1991
 LH1441_MARK LOGO: NGS
 LH1441_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1441_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1441+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1441_ROD/PIPE-DEPTH: 9.3 meters
 LH1441_SLEEVE-DEPTH  : 0.9 meters
 LH1441
 LH1441  HISTORY     - Date     Condition        Report By
 LH1441  HISTORY     - 1991     MONUMENTED       NGS
 LH1441
 LH1441                          STATION DESCRIPTION
 LH1441
 LH1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1441'8.1 KM (5.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1441'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 LH1441'A COUNTY ROAD, 21.0 M (68.9 FT) WEST OF AND LEVEL WITH THE CENTER OF
 LH1441'THE ROAD, 12.0 M (39.4 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH1441'PACIFIC RAILROAD, 5.6 M (18.4 FT) EAST-NORTHEAST OF A UTILITY POLE
 LH1441'WITH A GUY CABLE, 2.6 M (8.5 FT) SOUTH OF A FENCE, AND 0.5 M (1.6 FT)
 LH1441'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1441'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LH1441'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1467 ***********************************************************************
 LH1467  DESIGNATION -  F 436
 LH1467  PID         -  LH1467
 LH1467  STATE/COUNTY-  NE/HALL
 LH1467  COUNTRY     -  US
 LH1467  USGS QUAD   -  HASTINGS NW (2017)
 LH1467
 LH1467                         *CURRENT SURVEY CONTROL
 LH1467  ______________________________________________________________________
 LH1467* NAD 83(1986) POSITION- 40 42 46.15   (N) 098 22 43.11   (W)   HD_HELD1
 LH1467* NAVD 88 ORTHO HEIGHT -   593.849 (meters)     1948.32  (feet) ADJUSTED
 LH1467  ______________________________________________________________________
 LH1467  GEOID HEIGHT    -        -25.153 (meters)                     GEOID18
 LH1467  DYNAMIC HEIGHT  -        593.525 (meters)     1947.26  (feet) COMP
 LH1467  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 LH1467
 LH1467  VERT ORDER      -  FIRST     CLASS II
 LH1467
 LH1467.The horizontal coordinates were determined by differentially corrected
 LH1467.hand held GPS observations or other comparable positioning techniques
 LH1467.and have an estimated accuracy of +/- 3 meters.
 LH1467
 LH1467.The orthometric height was determined by differential leveling and
 LH1467.adjusted by the NATIONAL GEODETIC SURVEY
 LH1467.in May 1993.
 LH1467
 LH1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1467.GEOID18 height accuracy estimate available here.
 LH1467
 LH1467.Click photographs - Photos may exist for this station.
 LH1467
 LH1467.The dynamic height is computed by dividing the NAVD 88
 LH1467.geopotential number by the normal gravity value computed on the
 LH1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1467.degrees latitude (g = 980.6199 gals.).
 LH1467
 LH1467.The modeled gravity was interpolated from observed gravity values.
 LH1467
 LH1467;                    North         East    Units  Estimated Accuracy
 LH1467;SPC NE       -    98,932.3     636,961.9     MT  (+/- 3 meters HH1 GPS) 
 LH1467
 LH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5248307063(NAD 83)
 LH1467
 LH1467                          SUPERSEDED SURVEY CONTROL
 LH1467
 LH1467  NGVD 29 (02/14/92)  593.606  (m)         1947.52   (f) ADJUSTED    1 2
 LH1467
 LH1467.Superseded values are not recommended for survey control.
 LH1467
 LH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1467.See file dsdata.pdf to determine how the superseded data were derived.
 LH1467
 LH1467_MARKER: F = FLANGE-ENCASED ROD
 LH1467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1467_STAMPING: F 436 1991
 LH1467_MARK LOGO: NGS
 LH1467_PROJECTION: FLUSH
 LH1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1467+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 LH1467_ROD/PIPE-DEPTH: 11.1 meters
 LH1467
 LH1467  HISTORY     - Date     Condition        Report By
 LH1467  HISTORY     - 1991     MONUMENTED       NGS
 LH1467  HISTORY     - 20200624 GOOD             NE-109
 LH1467
 LH1467                          STATION DESCRIPTION
 LH1467
 LH1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1467'12.3 KM (7.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1467'OF THE UNION PACIFIC RAILROAD IN HASTINGS, 19.9 M (65.3 FT) WEST OF
 LH1467'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.0 M (42.7
 LH1467'FT) SOUTH OF THE CENTERLINE OF A GRAVELED ROAD LEADING TO ROSEDALE,
 LH1467'0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT)
 LH1467'NORTHWEST OF A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) ABOVE THE
 LH1467'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM IS THROUGH A 5-INCH
 LH1467'LOGO CAP.
 LH1467
 LH1467                          STATION RECOVERY (2020)
 LH1467
 LH1467'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2020 (SAP)
 LH1467'IT IS 65.3 FT (19.9 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 LH1467'OF US HIGHWAY 281, 42.7 FT (13.0 M) SOUTH OF THE CENTERLINE OF
 LH1467'ROSEDALE ROAD, 2.3 FT (0.7 M) NORTHEAST OF A WITNESS POST, 1.3 FT (0.4
 LH1467'M) NORTHWEST OF A R/W MARKER AND 4.0 FT (1.2 M) NORTH-NORTHWEST OF A
 LH1467'CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1263 ***********************************************************************
 LG1263  DESIGNATION -  F 437
 LG1263  PID         -  LG1263
 LG1263  STATE/COUNTY-  NE/CLAY
 LG1263  COUNTRY     -  US
 LG1263  USGS QUAD   -  SUTTON (2017)
 LG1263
 LG1263                         *CURRENT SURVEY CONTROL
 LG1263  ______________________________________________________________________
 LG1263* NAD 83(1986) POSITION- 40 36 26.     (N) 097 51 40.     (W)   SCALED
 LG1263* NAVD 88 ORTHO HEIGHT -   512.968 (meters)     1682.96  (feet) ADJUSTED
 LG1263  ______________________________________________________________________
 LG1263  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 LG1263  DYNAMIC HEIGHT  -        512.686 (meters)     1682.04  (feet) COMP
 LG1263  MODELED GRAVITY -    980,058.7   (mgal)                       NAVD 88
 LG1263
 LG1263  VERT ORDER      -  FIRST     CLASS II
 LG1263
 LG1263.The horizontal coordinates were scaled from a map and have
 LG1263.an estimated accuracy of +/- 6 seconds.
 LG1263
 LG1263.The orthometric height was determined by differential leveling and
 LG1263.adjusted by the NATIONAL GEODETIC SURVEY
 LG1263.in May 1993.
 LG1263
 LG1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1263.GEOID18 height accuracy estimate available here.
 LG1263
 LG1263.Click photographs - Photos may exist for this station.
 LG1263
 LG1263.The dynamic height is computed by dividing the NAVD 88
 LG1263.geopotential number by the normal gravity value computed on the
 LG1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1263.degrees latitude (g = 980.6199 gals.).
 LG1263
 LG1263.The modeled gravity was interpolated from observed gravity values.
 LG1263
 LG1263;                    North         East    Units  Estimated Accuracy
 LG1263;SPC NE       -    88,160.      680,960.      MT  (+/- 180 meters Scaled)
 LG1263
 LG1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK963957(NAD 83)
 LG1263
 LG1263                          SUPERSEDED SURVEY CONTROL
 LG1263
 LG1263.No superseded survey control is available for this station.
 LG1263
 LG1263_MARKER: DV = VERTICAL CONTROL DISK
 LG1263_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1263_SP_SET: GRAIN ELEVATOR
 LG1263_STAMPING: F 437 1991
 LG1263_MARK LOGO: NGS
 LG1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1263+STABILITY: POSITION/ELEVATION WELL
 LG1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1263+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LG1263
 LG1263  HISTORY     - Date     Condition        Report By
 LG1263  HISTORY     - 1991     MONUMENTED       NGS
 LG1263  HISTORY     - 20200728 GOOD             WSRR
 LG1263
 LG1263                          STATION DESCRIPTION
 LG1263
 LG1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1263'IN SUTTON, SET VERTICALLY IN THE EAST FACE OF A CONCRETE GRAIN
 LG1263'ELEVATOR AT SUTTON CO-OP GRAIN COMPANY AT 104 WEST ELM STREET, 26.5 M
 LG1263'(86.9 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 11.1 M (36.4
 LG1263'FT) WEST OF THE EXTENDED CENTER OF NORTH BUTLER AVENUE, 1.3 M (4.3
 LG1263'FT) ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT) NORTH OF THE NORTH
 LG1263'EDGE OF A TRUCK DUMP PIT.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LG1263'SUTTON CO-OP GRAIN COMPANY, CONTACT--GERALD GANWISH, MANAGER, 104
 LG1263'WEST ELM STREET, SUTTON, NE 68979, TELEPHONE NUMBER (402) 773-5531.
 LG1263
 LG1263                          STATION RECOVERY (2020)
 LG1263
 LG1263'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG1263'THE STATION IS UNUSABLE DUE TO EQUIPMENT MOUNTED ON SILO DIRECTLY IN
 LG1263'FRONT OF THE STATION MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1297 ***********************************************************************
 LG1297  DESIGNATION -  F 438
 LG1297  PID         -  LG1297
 LG1297  STATE/COUNTY-  NE/LANCASTER
 LG1297  COUNTRY     -  US
 LG1297  USGS QUAD   -  CRETE NORTH (2017)
 LG1297
 LG1297                         *CURRENT SURVEY CONTROL
 LG1297  ______________________________________________________________________
 LG1297* NAD 83(1986) POSITION- 40 39 15.79   (N) 096 53 43.09   (W)   HD_HELD1
 LG1297* NAVD 88 ORTHO HEIGHT -   454.658 (meters)     1491.66  (feet) ADJUSTED
 LG1297  ______________________________________________________________________
 LG1297  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 LG1297  DYNAMIC HEIGHT  -        454.436 (meters)     1490.93  (feet) COMP
 LG1297  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 LG1297
 LG1297  VERT ORDER      -  FIRST     CLASS II
 LG1297
 LG1297.The horizontal coordinates were determined by differentially corrected
 LG1297.hand held GPS observations or other comparable positioning techniques
 LG1297.and have an estimated accuracy of +/- 3 meters.
 LG1297
 LG1297.The orthometric height was determined by differential leveling and
 LG1297.adjusted by the NATIONAL GEODETIC SURVEY
 LG1297.in May 1993.
 LG1297
 LG1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1297.GEOID18 height accuracy estimate available here.
 LG1297
 LG1297.Click photographs - Photos may exist for this station.
 LG1297
 LG1297.The dynamic height is computed by dividing the NAVD 88
 LG1297.geopotential number by the normal gravity value computed on the
 LG1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1297.degrees latitude (g = 980.6199 gals.).
 LG1297
 LG1297.The modeled gravity was interpolated from observed gravity values.
 LG1297
 LG1297;                    North         East    Units  Estimated Accuracy
 LG1297;SPC NE       -    95,873.5     762,456.7     MT  (+/- 3 meters HH1 GPS) 
 LG1297
 LG1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7793502521(NAD 83)
 LG1297
 LG1297                          SUPERSEDED SURVEY CONTROL
 LG1297
 LG1297.No superseded survey control is available for this station.
 LG1297
 LG1297_MARKER: I = METAL ROD
 LG1297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1297_STAMPING: F 438 1991
 LG1297_MARK LOGO: NGS
 LG1297_PROJECTION: FLUSH
 LG1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1297+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1297_ROD/PIPE-DEPTH: 7.4 meters
 LG1297
 LG1297  HISTORY     - Date     Condition        Report By
 LG1297  HISTORY     - 1991     MONUMENTED       NGS
 LG1297  HISTORY     - 2002     GOOD             NEDR
 LG1297
 LG1297                          STATION DESCRIPTION
 LG1297
 LG1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1297'6.9 KM (4.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1297'IN CRETE, 19.6 M (64.3 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 LG1297'THE HIGHWAY, 11.2 M (36.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 0.9 M
 LG1297'(3.0 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT)
 LG1297'WEST OF A RIGHT-OF-WAY MARKER AND FENCE CORNER, AND 0.2 M (0.7 FT)
 LG1297'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LG1297'A 5-INCH LOGO CAP.
 LG1297
 LG1297                          STATION RECOVERY (2002)
 LG1297
 LG1297'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1297'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1329 ***********************************************************************
 LG1329  DESIGNATION -  F 439
 LG1329  PID         -  LG1329
 LG1329  STATE/COUNTY-  NE/LANCASTER
 LG1329  COUNTRY     -  US
 LG1329  USGS QUAD   -  BENNET (2017)
 LG1329
 LG1329                         *CURRENT SURVEY CONTROL
 LG1329  ______________________________________________________________________
 LG1329* NAD 83(1986) POSITION- 40 42 38.89   (N) 096 31 15.78   (W)   HD_HELD1
 LG1329* NAVD 88 ORTHO HEIGHT -   418.957 (meters)     1374.53  (feet) ADJUSTED
 LG1329  ______________________________________________________________________
 LG1329  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 LG1329  DYNAMIC HEIGHT  -        418.775 (meters)     1373.93  (feet) COMP
 LG1329  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 LG1329
 LG1329  VERT ORDER      -  FIRST     CLASS II
 LG1329
 LG1329.The horizontal coordinates were determined by differentially corrected
 LG1329.hand held GPS observations or other comparable positioning techniques
 LG1329.and have an estimated accuracy of +/- 3 meters.
 LG1329
 LG1329.The orthometric height was determined by differential leveling and
 LG1329.adjusted by the NATIONAL GEODETIC SURVEY
 LG1329.in May 1993.
 LG1329
 LG1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1329.GEOID18 height accuracy estimate available here.
 LG1329
 LG1329.Click photographs - Photos may exist for this station.
 LG1329
 LG1329.The dynamic height is computed by dividing the NAVD 88
 LG1329.geopotential number by the normal gravity value computed on the
 LG1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1329.degrees latitude (g = 980.6199 gals.).
 LG1329
 LG1329.The modeled gravity was interpolated from observed gravity values.
 LG1329
 LG1329;                    North         East    Units  Estimated Accuracy
 LG1329;SPC NE       -   103,336.5     793,826.1     MT  (+/- 3 meters HH1 GPS) 
 LG1329
 LG1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0940109609(NAD 83)
 LG1329
 LG1329                          SUPERSEDED SURVEY CONTROL
 LG1329
 LG1329.No superseded survey control is available for this station.
 LG1329
 LG1329_MARKER: I = METAL ROD
 LG1329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1329_STAMPING: F 439 1991
 LG1329_MARK LOGO: NGS
 LG1329_PROJECTION: FLUSH
 LG1329_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1329+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1329_ROD/PIPE-DEPTH: 5.7 meters
 LG1329
 LG1329  HISTORY     - Date     Condition        Report By
 LG1329  HISTORY     - 1991     MONUMENTED       NGS
 LG1329
 LG1329                          STATION DESCRIPTION
 LG1329
 LG1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1329'17.3 KM (10.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1329'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 80.8 M (265.1 FT)
 LG1329'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.6 M (41.3 FT) WEST OF THE
 LG1329'CENTER OF SOUTH 148TH STREET, 2.4 M (7.9 FT) SOUTH OF AN UNDERGROUND
 LG1329'CABLE WARNING POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LG1329'0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A
 LG1329'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1522 ***********************************************************************
 LF1522  DESIGNATION -  F 440
 LF1522  PID         -  LF1522
 LF1522  STATE/COUNTY-  NE/OTOE
 LF1522  COUNTRY     -  US
 LF1522  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1522
 LF1522                         *CURRENT SURVEY CONTROL
 LF1522  ______________________________________________________________________
 LF1522* NAD 83(1986) POSITION- 40 40 02.86   (N) 095 52 58.48   (W)   HD_HELD1
 LF1522* NAVD 88 ORTHO HEIGHT -   326.863 (meters)     1072.38  (feet) ADJUSTED
 LF1522  ______________________________________________________________________
 LF1522  GEOID HEIGHT    -        -29.097 (meters)                     GEOID18
 LF1522  DYNAMIC HEIGHT  -        326.690 (meters)     1071.82  (feet) COMP
 LF1522  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 LF1522
 LF1522  VERT ORDER      -  FIRST     CLASS II
 LF1522
 LF1522.The horizontal coordinates were determined by differentially corrected
 LF1522.hand held GPS observations or other comparable positioning techniques
 LF1522.and have an estimated accuracy of +/- 3 meters.
 LF1522
 LF1522.The orthometric height was determined by differential leveling and
 LF1522.adjusted by the NATIONAL GEODETIC SURVEY
 LF1522.in May 1993.
 LF1522
 LF1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1522.GEOID18 height accuracy estimate available here.
 LF1522
 LF1522.Click photographs - Photos may exist for this station.
 LF1522
 LF1522.The dynamic height is computed by dividing the NAVD 88
 LF1522.geopotential number by the normal gravity value computed on the
 LF1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1522.degrees latitude (g = 980.6199 gals.).
 LF1522
 LF1522.The modeled gravity was interpolated from observed gravity values.
 LF1522
 LF1522;                    North         East    Units  Estimated Accuracy
 LF1522;SPC NE       -   100,897.5     847,913.7     MT  (+/- 3 meters HH1 GPS) 
 LF1522
 LF1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5631205840(NAD 83)
 LF1522
 LF1522                          SUPERSEDED SURVEY CONTROL
 LF1522
 LF1522.No superseded survey control is available for this station.
 LF1522
 LF1522_MARKER: F = FLANGE-ENCASED ROD
 LF1522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1522_STAMPING: F 440 1991
 LF1522_MARK LOGO: NGS
 LF1522_PROJECTION: FLUSH
 LF1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1522+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2015
 LF1522_ROD/PIPE-DEPTH: 9.5 meters
 LF1522
 LF1522  HISTORY     - Date     Condition        Report By
 LF1522  HISTORY     - 1991     MONUMENTED       NGS
 LF1522  HISTORY     - 20100514 GOOD             INDIV
 LF1522  HISTORY     - 20130619 GOOD             JEOCON
 LF1522  HISTORY     - 20150730 GOOD             GEOCAC
 LF1522
 LF1522                          STATION DESCRIPTION
 LF1522
 LF1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1522'2.3 KM (1.40 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1522'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 25.6 M (84.0
 LF1522'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.4 M (40.7 FT) NORTH OF
 LF1522'THE NORTHWEST CORNER OF A CHAIN-LINK FENCE SURROUNDING A GAS PIPE
 LF1522'LINE METERING STATION, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 LF1522'0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A
 LF1522'RIGHT-0F-WAY POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LF1522'5-INCH LOGO CAP.
 LF1522
 LF1522                          STATION RECOVERY (2010)
 LF1522
 LF1522'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF1522'RECOVERED IN GOOD CONDITION.
 LF1522
 LF1522                          STATION RECOVERY (2013)
 LF1522
 LF1522'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF1522'RECOVERED IN GOOD CONDITION.
 LF1522
 LF1522                          STATION RECOVERY (2015)
 LF1522
 LF1522'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LF1522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1367 ***********************************************************************
 LG1367  DESIGNATION -  F 441
 LG1367  PID         -  LG1367
 LG1367  STATE/COUNTY-  NE/LANCASTER
 LG1367  COUNTRY     -  US
 LG1367  USGS QUAD   -  LINCOLN (2017)
 LG1367
 LG1367                         *CURRENT SURVEY CONTROL
 LG1367  ______________________________________________________________________
 LG1367* NAD 83(1986) POSITION- 40 50 05.98   (N) 096 43 12.86   (W)   HD_HELD1
 LG1367* NAVD 88 ORTHO HEIGHT -   350.986 (meters)     1151.53  (feet) ADJUSTED
 LG1367  ______________________________________________________________________
 LG1367  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 LG1367  DYNAMIC HEIGHT  -        350.829 (meters)     1151.01  (feet) COMP
 LG1367  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 LG1367
 LG1367  VERT ORDER      -  FIRST     CLASS II
 LG1367
 LG1367.The horizontal coordinates were determined by differentially corrected
 LG1367.hand held GPS observations or other comparable positioning techniques
 LG1367.and have an estimated accuracy of +/- 3 meters.
 LG1367
 LG1367.The orthometric height was determined by differential leveling and
 LG1367.adjusted by the NATIONAL GEODETIC SURVEY
 LG1367.in May 1993.
 LG1367
 LG1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1367.GEOID18 height accuracy estimate available here.
 LG1367
 LG1367.Click photographs - Photos may exist for this station.
 LG1367
 LG1367.The dynamic height is computed by dividing the NAVD 88
 LG1367.geopotential number by the normal gravity value computed on the
 LG1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1367.degrees latitude (g = 980.6199 gals.).
 LG1367
 LG1367.The modeled gravity was interpolated from observed gravity values.
 LG1367
 LG1367;                    North         East    Units  Estimated Accuracy
 LG1367;SPC NE       -   116,456.8     776,488.4     MT  (+/- 3 meters HH1 GPS) 
 LG1367
 LG1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9221622941(NAD 83)
 LG1367
 LG1367                          SUPERSEDED SURVEY CONTROL
 LG1367
 LG1367.No superseded survey control is available for this station.
 LG1367
 LG1367_MARKER: F = FLANGE-ENCASED ROD
 LG1367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1367_STAMPING: F 441 1992
 LG1367_MARK LOGO: NGS
 LG1367_PROJECTION: RECESSED 3 CENTIMETERS
 LG1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1367+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2020
 LG1367_ROD/PIPE-DEPTH: 4.9 meters
 LG1367_SLEEVE-DEPTH  : 0.9 meters
 LG1367
 LG1367  HISTORY     - Date     Condition        Report By
 LG1367  HISTORY     - 1992     MONUMENTED       NGS
 LG1367  HISTORY     - 20051009 MARK NOT FOUND   GEOCAC
 LG1367  HISTORY     - 20200305 GOOD             NEGS
 LG1367
 LG1367                          STATION DESCRIPTION
 LG1367
 LG1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1367'IN LINCOLN, AT THE INTERSECTION OF CORNHUSKER HIGHWAY AND NORTH 1ST
 LG1367'STREET, 63.7 M (209.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LG1367'LANES OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTH OF A UTILITY LIGHT POLE,
 LG1367'AND 7.6 M (24.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 LG1367'NORTHBOUND LANES OF THE STREET. NOTE--ACCESS TO THE DATUM POINT IS
 LG1367'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1367'SPECIFICATIONS FOR A CLASS A MARK.
 LG1367
 LG1367                          STATION RECOVERY (2005)
 LG1367
 LG1367'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1367'MARK MAY BE PAVED OVER. A NEW BIKE TRAIL RUNS ALONG THE EAST SIDE OF
 LG1367'NORTH 1ST STREET AT APPROXIMATELY THE SAME DISTANCE AS THE MARK LIES
 LG1367'FROM THE CENTERLINE OF THE STREET.
 LG1367
 LG1367                          STATION RECOVERY (2020)
 LG1367
 LG1367'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LG1367'TO REACH FROM THE INTERSECTION OF W CORNHUSKER HIGHWAY AND N FIRST ST,
 LG1367'IN LINCOLN, GO SOUTH 220 FT (67.1 M) TO THE STATION ON THE LEFT, EAST
 LG1367'SIDE OF N FIRST ST.
 LG1367'
 LG1367'IT IS  25.6 FT (7.8 M) SOUTH OF A STREET LIGHT POLE BASE, 10.95 FT
 LG1367'(3.3 M) EAST OF THE TOP BACK OF THE CURB AND 2.0 FT (0.6 M) WEST OF
 LG1367'THE WEST EDGE OF CONCRETE BIKE PATH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2467 ***********************************************************************
 AI2467  DESIGNATION -  F 442
 AI2467  PID         -  AI2467
 AI2467  STATE/COUNTY-  NE/PIERCE
 AI2467  COUNTRY     -  US
 AI2467  USGS QUAD   -  PIERCE (2017)
 AI2467
 AI2467                         *CURRENT SURVEY CONTROL
 AI2467  ______________________________________________________________________
 AI2467* NAD 83(1986) POSITION- 42 13 29.     (N) 097 34 06.     (W)   SCALED
 AI2467* NAVD 88 ORTHO HEIGHT -   492.390 (meters)     1615.45  (feet) ADJUSTED
 AI2467  ______________________________________________________________________
 AI2467  GEOID HEIGHT    -        -24.959 (meters)                     GEOID18
 AI2467  DYNAMIC HEIGHT  -        492.203 (meters)     1614.84  (feet) COMP
 AI2467  MODELED GRAVITY -    980,225.9   (mgal)                       NAVD 88
 AI2467
 AI2467  VERT ORDER      -  SECOND    CLASS I
 AI2467
 AI2467.The horizontal coordinates were scaled from a map and have
 AI2467.an estimated accuracy of +/- 6 seconds.
 AI2467
 AI2467.The orthometric height was determined by differential leveling and
 AI2467.adjusted by the NATIONAL GEODETIC SURVEY
 AI2467.in July 2002.
 AI2467
 AI2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2467.GEOID18 height accuracy estimate available here.
 AI2467
 AI2467.Click photographs - Photos may exist for this station.
 AI2467
 AI2467.The dynamic height is computed by dividing the NAVD 88
 AI2467.geopotential number by the normal gravity value computed on the
 AI2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2467.degrees latitude (g = 980.6199 gals.).
 AI2467
 AI2467.The modeled gravity was interpolated from observed gravity values.
 AI2467
 AI2467;                    North         East    Units  Estimated Accuracy
 AI2467;SPC NE       -   268,330.      700,680.      MT  (+/- 180 meters Scaled)
 AI2467
 AI2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM181757(NAD 83)
 AI2467
 AI2467                          SUPERSEDED SURVEY CONTROL
 AI2467
 AI2467.No superseded survey control is available for this station.
 AI2467
 AI2467_MARKER: F = FLANGE-ENCASED ROD
 AI2467_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2467_STAMPING: F 442 1999
 AI2467_MARK LOGO: NGS
 AI2467_PROJECTION: FLUSH
 AI2467_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2467+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 AI2467_ROD/PIPE-DEPTH: 12.2 meters
 AI2467_SLEEVE-DEPTH  : 0.9 meters
 AI2467
 AI2467  HISTORY     - Date     Condition        Report By
 AI2467  HISTORY     - 1999     MONUMENTED       NGS
 AI2467  HISTORY     - 20170801 GOOD             NEGS
 AI2467
 AI2467                          STATION DESCRIPTION
 AI2467
 AI2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2467'4.3 KM (2.65 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2467'IN PIERCE, 23.4 M (76.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.5 M
 AI2467'(24.6 FT) EAST OF THE CENTER OF A GATE, 0.6 M (2.0 FT) NORTHWEST OF A
 AI2467'RIGHT-OF-WAY POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3
 AI2467'M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2467'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2467'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2467'HIGHWAY RIGHT-OF-WAY.
 AI2467
 AI2467                          STATION RECOVERY (2017)
 AI2467
 AI2467'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JN)
 AI2467'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0405 ***********************************************************************
 LH0405  DESIGNATION -  F 5
 LH0405  PID         -  LH0405
 LH0405  STATE/COUNTY-  NE/BUFFALO
 LH0405  COUNTRY     -  US
 LH0405  USGS QUAD   -  NEWARK (2017)
 LH0405
 LH0405                         *CURRENT SURVEY CONTROL
 LH0405  ______________________________________________________________________
 LH0405* NAD 83(1986) POSITION- 40 44 24.     (N) 098 52 50.     (W)   SCALED
 LH0405* NAVD 88 ORTHO HEIGHT -   632.419 (meters)     2074.86  (feet) ADJUSTED
 LH0405  ______________________________________________________________________
 LH0405  GEOID HEIGHT    -        -24.562 (meters)                     GEOID18
 LH0405  DYNAMIC HEIGHT  -        632.066 (meters)     2073.70  (feet) COMP
 LH0405  MODELED GRAVITY -    980,045.7   (mgal)                       NAVD 88
 LH0405
 LH0405  VERT ORDER      -  FIRST     CLASS II
 LH0405
 LH0405.The horizontal coordinates were scaled from a map and have
 LH0405.an estimated accuracy of +/- 6 seconds.
 LH0405
 LH0405.The orthometric height was determined by differential leveling and
 LH0405.adjusted by the NATIONAL GEODETIC SURVEY
 LH0405.in May 1993.
 LH0405
 LH0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0405.GEOID18 height accuracy estimate available here.
 LH0405
 LH0405.Click photographs - Photos may exist for this station.
 LH0405
 LH0405.The dynamic height is computed by dividing the NAVD 88
 LH0405.geopotential number by the normal gravity value computed on the
 LH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0405.degrees latitude (g = 980.6199 gals.).
 LH0405
 LH0405.The modeled gravity was interpolated from observed gravity values.
 LH0405
 LH0405;                    North         East    Units  Estimated Accuracy
 LH0405;SPC NE       -   101,280.      594,530.      MT  (+/- 180 meters Scaled)
 LH0405
 LH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL100099(NAD 83)
 LH0405
 LH0405                          SUPERSEDED SURVEY CONTROL
 LH0405
 LH0405  NAVD 88 (06/15/91)  632.399  (m)         2074.80   (f) SUPERSEDED  1 2
 LH0405  NGVD 29 (02/14/92)  632.160  (m)         2074.01   (f) ADJUSTED    1 2
 LH0405  NGVD 29 (??/??/87)  632.139  (m)         2073.94   (f) SUPERSEDED  1 2
 LH0405
 LH0405.Superseded values are not recommended for survey control.
 LH0405
 LH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0405.See file dsdata.pdf to determine how the superseded data were derived.
 LH0405
 LH0405_MARKER: DB = BENCH MARK DISK
 LH0405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0405_SP_SET: ABUTMENT
 LH0405_STAMPING: F 5 1933 2073.943
 LH0405_MARK LOGO: CGS
 LH0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0405+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0405
 LH0405  HISTORY     - Date     Condition        Report By
 LH0405  HISTORY     - 1933     MONUMENTED       CGS
 LH0405  HISTORY     - 1941     GOOD             CGS
 LH0405  HISTORY     - 19910924 GOOD             NGS
 LH0405
 LH0405                          STATION DESCRIPTION
 LH0405
 LH0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0405'2 MI SW FROM GIBBON.
 LH0405'ABOUT 2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD
 LH0405'FROM GIBBON, BUFFALO COUNTY, ABOUT 100 FEET WEST OF MILEPOST
 LH0405'178, AT BRIDGE 178.02, 9.2 FEET NORTH OF THE NORTH RAIL OF THE
 LH0405'NORTH MAIN TRACK, AND IN THE TOP OF THE NORTH END OF THE EAST
 LH0405'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 2073.943 F 5 1933.
 LH0405
 LH0405                          STATION RECOVERY (1941)
 LH0405
 LH0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0405'RECOVERED IN GOOD CONDITION.
 LH0405
 LH0405                          STATION RECOVERY (1991)
 LH0405
 LH0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0405'17.9 KM (11.10 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0405'OF STATE HIGHWAY 44 IN KEARNEY, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 LH0405'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF UNION PACIFIC RAILROAD
 LH0405'BRIDGE NUMBER 178.02, 34.8 M (114.2 FT) SOUTH OF THE HIGHWAY
 LH0405'CENTERLINE, 2.9 M (9.5 FT) NORTH OF THE NEAR RAIL, AND 1.4 M (4.6 FT)
 LH0405'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0181 ***********************************************************************
 MN0181  DESIGNATION -  F 51
 MN0181  PID         -  MN0181
 MN0181  STATE/COUNTY-  NE/MORRILL
 MN0181  COUNTRY     -  US
 MN0181  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0181
 MN0181                         *CURRENT SURVEY CONTROL
 MN0181  ______________________________________________________________________
 MN0181* NAD 83(1986) POSITION- 41 42 26.     (N) 103 08 38.     (W)   SCALED
 MN0181* NAVD 88 ORTHO HEIGHT -  1126.977 (meters)     3697.42  (feet) ADJUSTED
 MN0181  ______________________________________________________________________
 MN0181  GEOID HEIGHT    -        -19.451 (meters)                     GEOID18
 MN0181  DYNAMIC HEIGHT  -       1126.271 (meters)     3695.11  (feet) COMP
 MN0181  MODELED GRAVITY -    979,958.2   (mgal)                       NAVD 88
 MN0181
 MN0181  VERT ORDER      -  SECOND    CLASS 0
 MN0181
 MN0181.The horizontal coordinates were scaled from a map and have
 MN0181.an estimated accuracy of +/- 6 seconds.
 MN0181
 MN0181.The orthometric height was determined by differential leveling and
 MN0181.adjusted by the NATIONAL GEODETIC SURVEY
 MN0181.in June 1991.
 MN0181
 MN0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0181.GEOID18 height accuracy estimate available here.
 MN0181
 MN0181.Click photographs - Photos may exist for this station.
 MN0181
 MN0181.The dynamic height is computed by dividing the NAVD 88
 MN0181.geopotential number by the normal gravity value computed on the
 MN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0181.degrees latitude (g = 980.6199 gals.).
 MN0181
 MN0181.The modeled gravity was interpolated from observed gravity values.
 MN0181
 MN0181;                    North         East    Units  Estimated Accuracy
 MN0181;SPC NE       -   212,810.      238,480.      MT  (+/- 180 meters Scaled)
 MN0181
 MN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG544189(NAD 83)
 MN0181
 MN0181                          SUPERSEDED SURVEY CONTROL
 MN0181
 MN0181  NGVD 29 (??/??/92) 1126.406  (m)         3695.55   (f) ADJ UNCH    2 0
 MN0181
 MN0181.Superseded values are not recommended for survey control.
 MN0181
 MN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0181.See file dsdata.pdf to determine how the superseded data were derived.
 MN0181
 MN0181_MARKER: DB = BENCH MARK DISK
 MN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0181_STAMPING: F 51 1934
 MN0181_MARK LOGO: CGS
 MN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0181+STABILITY: SURFACE MOTION
 MN0181
 MN0181  HISTORY     - Date     Condition        Report By
 MN0181  HISTORY     - 1934     MONUMENTED       CGS
 MN0181
 MN0181                          STATION DESCRIPTION
 MN0181
 MN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0181'2 MI NW FROM NORTHPORT.
 MN0181'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0181'QUINCY RAILROAD FROM THE STATION AT NORTHPORT, MORRILL COUNTY,
 MN0181'ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 2, ABOUT 150 FEET SOUTHEAST
 MN0181'OF THE SOUTHEAST CORNER OF A BRIDGE, ON A HIGH STRIP OF GROUND
 MN0181'BETWEEN THE TRACK AND THE HIGHWAY BORROW PITS, 50.2 FEET SOUTHWEST
 MN0181'OF THE SOUTHWEST RAIL, AND 32.5 FEET NORTHEAST OF THE CENTER
 MN0181'LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED F 51 1934
 MN0181'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0057 ***********************************************************************
 MN0057  DESIGNATION -  F 52
 MN0057  PID         -  MN0057
 MN0057  STATE/COUNTY-  NE/GARDEN
 MN0057  COUNTRY     -  US
 MN0057  USGS QUAD   -  OSHKOSH (2017)
 MN0057
 MN0057                         *CURRENT SURVEY CONTROL
 MN0057  ______________________________________________________________________
 MN0057* NAD 83(1986) POSITION- 41 24 29.     (N) 102 20 38.     (W)   SCALED
 MN0057* NAVD 88 ORTHO HEIGHT -  1035.445 (meters)     3397.12  (feet) ADJUSTED
 MN0057  ______________________________________________________________________
 MN0057  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 MN0057  DYNAMIC HEIGHT  -       1034.813 (meters)     3395.05  (feet) COMP
 MN0057  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 MN0057
 MN0057  VERT ORDER      -  SECOND    CLASS 0
 MN0057
 MN0057.The horizontal coordinates were scaled from a map and have
 MN0057.an estimated accuracy of +/- 6 seconds.
 MN0057
 MN0057.The orthometric height was determined by differential leveling and
 MN0057.adjusted by the NATIONAL GEODETIC SURVEY
 MN0057.in June 1991.
 MN0057
 MN0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0057.GEOID18 height accuracy estimate available here.
 MN0057
 MN0057.Click photographs - Photos may exist for this station.
 MN0057
 MN0057.The dynamic height is computed by dividing the NAVD 88
 MN0057.geopotential number by the normal gravity value computed on the
 MN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0057.degrees latitude (g = 980.6199 gals.).
 MN0057
 MN0057.The modeled gravity was interpolated from observed gravity values.
 MN0057
 MN0057;                    North         East    Units  Estimated Accuracy
 MN0057;SPC NE       -   177,490.      304,110.      MT  (+/- 180 meters Scaled)
 MN0057
 MN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220874(NAD 83)
 MN0057
 MN0057                          SUPERSEDED SURVEY CONTROL
 MN0057
 MN0057  NGVD 29 (??/??/92) 1034.960  (m)         3395.53   (f) ADJ UNCH    2 0
 MN0057
 MN0057.Superseded values are not recommended for survey control.
 MN0057
 MN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0057.See file dsdata.pdf to determine how the superseded data were derived.
 MN0057
 MN0057_MARKER: DB = BENCH MARK DISK
 MN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0057_STAMPING: F 52 1934
 MN0057_MARK LOGO: CGS
 MN0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0057+STABILITY: SURFACE MOTION
 MN0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0057+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0057
 MN0057  HISTORY     - Date     Condition        Report By
 MN0057  HISTORY     - 1934     MONUMENTED       CGS
 MN0057  HISTORY     - 1942     GOOD             CGS
 MN0057  HISTORY     - 19920804 GOOD             NGS
 MN0057
 MN0057                          STATION DESCRIPTION
 MN0057
 MN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0057'AT OSHKOSH.
 MN0057'AT OSHKOSH, GARDEN COUNTY, AT THE WEST ENTRANCE TO THE COURTHOUSE,
 MN0057'126 FEET NORTH OF CHARLETON STREET, 77 FEET EAST OF THE CENTER
 MN0057'LINE OF FISH STREET,3 FEET NORTH OF THE LOWER STEPS, AND 1 FOOT
 MN0057'WEST OF THE COURTHOUSE WALL.  A STANDARD DISK, STAMPED F 52 1934
 MN0057'AND SET IN THE TOP OF A CONCRETE POST.
 MN0057
 MN0057                          STATION RECOVERY (1942)
 MN0057
 MN0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0057'RECOVERED IN GOOD CONDITION.
 MN0057
 MN0057                          STATION RECOVERY (1992)
 MN0057
 MN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0057'IN  OSHKOSH, AT THE WEST ENTRANCE TO THE COURTHOUSE, 126.0 FT (38.4 M)
 MN0057'NORTH FROM THE CENTERLINE OF AVENUE F, 77.0 FT (23.5 M) EAST FROM THE
 MN0057'CENTERLINE OF MAIN STREET, 3.0 FT (0.9 M) NORTH FROM THE LOWER STEPS
 MN0057'AND 1.0 FT (0.3 M) WEST FROM THE COURTHOUSE WALL.  SET INTO THE TOP OF
 MN0057'A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DH7988 ***********************************************************************
 DH7988  DESIGNATION -  F 52 RESET
 DH7988  PID         -  DH7988
 DH7988  STATE/COUNTY-  NE/GARDEN
 DH7988  COUNTRY     -  US
 DH7988  USGS QUAD   -  OSHKOSH (2017)
 DH7988
 DH7988                         *CURRENT SURVEY CONTROL
 DH7988  ______________________________________________________________________
 DH7988* NAD 83(1986) POSITION- 41 24 29.     (N) 102 20 38.     (W)   SCALED
 DH7988* NAVD 88 ORTHO HEIGHT -  1035.52  (meters)     3397.4   (feet) RESET
 DH7988  ______________________________________________________________________
 DH7988  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 DH7988  VERT ORDER      -  THIRD
 DH7988
 DH7988.The horizontal coordinates were scaled from a map and have
 DH7988.an estimated accuracy of +/- 6 seconds.
 DH7988
 DH7988.The orthometric height was computed from unverified reset data.
 DH7988
 DH7988.No vertical observational check was made to the station.
 DH7988
 DH7988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7988.GEOID18 height accuracy estimate available here.
 DH7988
 DH7988.Click photographs - Photos may exist for this station.
 DH7988
 DH7988;                    North         East    Units  Estimated Accuracy
 DH7988;SPC NE       -   177,490.      304,110.      MT  (+/- 180 meters Scaled)
 DH7988
 DH7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220874(NAD 83)
 DH7988
 DH7988                          SUPERSEDED SURVEY CONTROL
 DH7988
 DH7988.No superseded survey control is available for this station.
 DH7988
 DH7988_MARKER: DV = VERTICAL CONTROL DISK
 DH7988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7988_STAMPING: F 52 RESET 2005
 DH7988_MARK LOGO: NGS
 DH7988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7988+STABILITY: SURFACE MOTION
 DH7988
 DH7988  HISTORY     - Date     Condition        Report By
 DH7988  HISTORY     - 2005     MONUMENTED       NGS
 DH7988
 DH7988                          STATION DESCRIPTION
 DH7988
 DH7988'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (GN)
 DH7988'FROM THE INTERSECTION OF HIGHWAY 26 AND MAIN STREET ON THE SOUTH SIDE
 DH7988'OF OSHKOSH GO NORTH ON MAIN STREET FOR APPROXIMATELY 0.40 MILES (0.64
 DH7988'KM) TO THE GARDEN COUNTY COURTHOUSE AND ON THE SOUTHWEST SIDE OF THE
 DH7988'COURTHOUSE BUILDING IN A FLOWER BED NEAR A FLAG POLE.  42.0 FEET (12.8
 DH7988'M) SOSUTHWEST FROM THE SOUTHWEST CORNER OF THE COURTHOUSE, 58.25 FEET
 DH7988'(17.75 M) EAST OF THE CENTERLINE OF MAIN STREET, 48.90 FEET (14.90 M)
 DH7988'NORTH OF CENTERLINE OF AVENUE F, 5.85 FEET (1.78 M) NORTHEAST OF THE
 DH7988'NORTHEAST CORNER OF A MARBLE MONUMENT, 4.8 FEET (1.5 M) EAST NORTHEAST
 DH7988'OF THE CENTER OF A FLAG POLE.  SET INTO THE TOP OF A ROUND CONCRETE
 DH7988'MONUMENT WHICH PROJECTS 0.30 FEET (9.14 CM) ABOVE THE GROUND.
 DH7988'NOTE-ORIGINAL MARK REMOVED - CAP SALVAGED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0038 ***********************************************************************
 MN0038  DESIGNATION -  F 53
 MN0038  PID         -  MN0038
 MN0038  STATE/COUNTY-  NE/DEUEL
 MN0038  COUNTRY     -  US
 MN0038  USGS QUAD   -  CHAPPELL NE (2017)
 MN0038
 MN0038                         *CURRENT SURVEY CONTROL
 MN0038  ______________________________________________________________________
 MN0038* NAD 83(1986) POSITION- 41 09 00.     (N) 102 20 31.     (W)   SCALED
 MN0038* NAVD 88 ORTHO HEIGHT -  1163.097 (meters)     3815.93  (feet) ADJUSTED
 MN0038  ______________________________________________________________________
 MN0038  GEOID HEIGHT    -        -20.243 (meters)                     GEOID18
 MN0038  DYNAMIC HEIGHT  -       1162.331 (meters)     3813.41  (feet) COMP
 MN0038  MODELED GRAVITY -    979,924.9   (mgal)                       NAVD 88
 MN0038
 MN0038  VERT ORDER      -  SECOND    CLASS 0
 MN0038
 MN0038.The horizontal coordinates were scaled from a map and have
 MN0038.an estimated accuracy of +/- 6 seconds.
 MN0038
 MN0038.The orthometric height was determined by differential leveling and
 MN0038.adjusted by the NATIONAL GEODETIC SURVEY
 MN0038.in June 1991.
 MN0038
 MN0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0038.GEOID18 height accuracy estimate available here.
 MN0038
 MN0038.Click photographs - Photos may exist for this station.
 MN0038
 MN0038.The dynamic height is computed by dividing the NAVD 88
 MN0038.geopotential number by the normal gravity value computed on the
 MN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0038.degrees latitude (g = 980.6199 gals.).
 MN0038
 MN0038.The modeled gravity was interpolated from observed gravity values.
 MN0038
 MN0038;                    North         East    Units  Estimated Accuracy
 MN0038;SPC NE       -   148,850.      303,500.      MT  (+/- 180 meters Scaled)
 MN0038
 MN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF230588(NAD 83)
 MN0038
 MN0038                          SUPERSEDED SURVEY CONTROL
 MN0038
 MN0038  NGVD 29 (??/??/92) 1162.591  (m)         3814.27   (f) ADJ UNCH    2 0
 MN0038
 MN0038.Superseded values are not recommended for survey control.
 MN0038
 MN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0038.See file dsdata.pdf to determine how the superseded data were derived.
 MN0038
 MN0038_MARKER: DB = BENCH MARK DISK
 MN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0038_STAMPING: F 53 1934
 MN0038_MARK LOGO: CGS
 MN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0038+STABILITY: SURFACE MOTION
 MN0038
 MN0038  HISTORY     - Date     Condition        Report By
 MN0038  HISTORY     - 1934     MONUMENTED       CGS
 MN0038  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0038
 MN0038                          STATION DESCRIPTION
 MN0038
 MN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0038'6.9 MI N FROM CHAPPELL.
 MN0038'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0038'CHAPPELL, DEUEL COUNTY, THENCE 4.0 MILES NORTH ALONG STATE
 MN0038'HIGHWAY 27, 300 FEET SOUTH OF THE TOP OF A HILL HILL, 280 FEET
 MN0038'NORTH OF THE CENTERLINE OF A CROSS ROAD, AND 34 FEET WEST OF THE
 MN0038'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 53 1934
 MN0038'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MEAS. DISTANCE OF
 MN0038'34 FT W OF ST HWY 27 WOULD PUT THIS BM IN THE CONSTRUCTION AREA
 MN0038'OF THE NEW STATE HWY 27.  THEREFORE THIS BM COULD BE CONSIDERED
 MN0038'AS DESTROYED.
 MN0038
 MN0038                          STATION RECOVERY (1971)
 MN0038
 MN0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0281 ***********************************************************************
 MN0281  DESIGNATION -  F 54
 MN0281  PID         -  MN0281
 MN0281  STATE/COUNTY-  NE/BANNER
 MN0281  COUNTRY     -  US
 MN0281  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0281
 MN0281                         *CURRENT SURVEY CONTROL
 MN0281  ______________________________________________________________________
 MN0281* NAD 83(1986) POSITION- 41 41 46.     (N) 103 39 56.     (W)   SCALED
 MN0281* NAVD 88 ORTHO HEIGHT -  1354.066 (meters)     4442.46  (feet) ADJUSTED
 MN0281  ______________________________________________________________________
 MN0281  GEOID HEIGHT    -        -19.084 (meters)                     GEOID18
 MN0281  DYNAMIC HEIGHT  -       1353.130 (meters)     4439.39  (feet) COMP
 MN0281  MODELED GRAVITY -    979,884.2   (mgal)                       NAVD 88
 MN0281
 MN0281  VERT ORDER      -  SECOND    CLASS 0
 MN0281
 MN0281.The horizontal coordinates were scaled from a map and have
 MN0281.an estimated accuracy of +/- 6 seconds.
 MN0281
 MN0281.The orthometric height was determined by differential leveling and
 MN0281.adjusted by the NATIONAL GEODETIC SURVEY
 MN0281.in June 1991.
 MN0281
 MN0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0281.GEOID18 height accuracy estimate available here.
 MN0281
 MN0281.Click photographs - Photos may exist for this station.
 MN0281
 MN0281.The dynamic height is computed by dividing the NAVD 88
 MN0281.geopotential number by the normal gravity value computed on the
 MN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0281.degrees latitude (g = 980.6199 gals.).
 MN0281
 MN0281.The modeled gravity was interpolated from observed gravity values.
 MN0281
 MN0281;                    North         East    Units  Estimated Accuracy
 MN0281;SPC NE       -   213,280.      195,060.      MT  (+/- 180 meters Scaled)
 MN0281
 MN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG110168(NAD 83)
 MN0281
 MN0281                          SUPERSEDED SURVEY CONTROL
 MN0281
 MN0281  NGVD 29 (??/??/92) 1353.380  (m)         4440.21   (f) ADJ UNCH    2 0
 MN0281
 MN0281.Superseded values are not recommended for survey control.
 MN0281
 MN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0281.See file dsdata.pdf to determine how the superseded data were derived.
 MN0281
 MN0281_MARKER: DB = BENCH MARK DISK
 MN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0281_STAMPING: F 54 1934
 MN0281_MARK LOGO: CGS
 MN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0281+STABILITY: SURFACE MOTION
 MN0281
 MN0281  HISTORY     - Date     Condition        Report By
 MN0281  HISTORY     - 1934     MONUMENTED       CGS
 MN0281
 MN0281                          STATION DESCRIPTION
 MN0281
 MN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0281'10.9 MI S FROM GERING.
 MN0281'IN BANNER COUNTY, ABOUT 10.9 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0281'FROM THE COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, 11 FEET
 MN0281'NORTH OF THE NORTH END OF A GATE AT THE ENTRANCE TO THE STATE
 MN0281'GAME RESERVE, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MN0281'AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0281'STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0303 ***********************************************************************
 MN0303  DESIGNATION -  F 55 RESET
 MN0303  PID         -  MN0303
 MN0303  STATE/COUNTY-  NE/BANNER
 MN0303  COUNTRY     -  US
 MN0303  USGS QUAD   -  INDIAN SPRINGS (2017)
 MN0303
 MN0303                         *CURRENT SURVEY CONTROL
 MN0303  ______________________________________________________________________
 MN0303* NAD 83(1986) POSITION- 41 34 58.42   (N) 103 35 57.28   (W)   HD_HELD1
 MN0303* NAVD 88 ORTHO HEIGHT -  1338.29  (meters)     4390.7   (feet) RESET
 MN0303  ______________________________________________________________________
 MN0303  GEOID HEIGHT    -        -19.257 (meters)                     GEOID18
 MN0303  VERT ORDER      -  THIRD
 MN0303
 MN0303.The horizontal coordinates were determined by differentially corrected
 MN0303.hand held GPS observations or other comparable positioning techniques
 MN0303.and have an estimated accuracy of +/- 3 meters.
 MN0303
 MN0303.The orthometric height was computed from unverified reset data.
 MN0303
 MN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0303.GEOID18 height accuracy estimate available here.
 MN0303
 MN0303.Click photographs - Photos may exist for this station.
 MN0303
 MN0303;                    North         East    Units  Estimated Accuracy
 MN0303;SPC NE       -   200,489.9     200,049.3     MT  (+/- 3 meters HH1 GPS) 
 MN0303
 MN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1676304414(NAD 83)
 MN0303
 MN0303                          SUPERSEDED SURVEY CONTROL
 MN0303
 MN0303  NGVD 29 (??/??/??) 1337.61   (m)         4388.5    (f) RESET       3  
 MN0303
 MN0303.Superseded values are not recommended for survey control.
 MN0303
 MN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0303.See file dsdata.pdf to determine how the superseded data were derived.
 MN0303
 MN0303_MARKER: DB = BENCH MARK DISK
 MN0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0303_STAMPING: F 55 RESET 1966
 MN0303_MARK LOGO: CGS
 MN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0303+STABILITY: SURFACE MOTION
 MN0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0303+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 MN0303
 MN0303  HISTORY     - Date     Condition        Report By
 MN0303  HISTORY     - 1966     MONUMENTED       CGS
 MN0303  HISTORY     - 20111018 GOOD             NEDR
 MN0303
 MN0303                          STATION DESCRIPTION
 MN0303
 MN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0303'16.9 MI W FROM REDINGTON.
 MN0303'ABOUT 16.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0303'AT REDINGTON, 110 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0303'16 FEET WEST OF THE CENTER OF A TRACK ROAD, 1.5 FEET NORTH OF A
 MN0303'METAL WITNESS POST, 1 FOOT EAST OF A SECTION LINE FENCE, AND
 MN0303'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 MN0303'INCHES.
 MN0303
 MN0303                          STATION RECOVERY (2011)
 MN0303
 MN0303'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0752 ***********************************************************************
 ML0752  DESIGNATION -  F 56
 ML0752  PID         -  ML0752
 ML0752  STATE/COUNTY-  NE/CUSTER
 ML0752  COUNTRY     -  US
 ML0752  USGS QUAD   -  CALLAWAY NW (2017)
 ML0752
 ML0752                         *CURRENT SURVEY CONTROL
 ML0752  ______________________________________________________________________
 ML0752* NAD 83(1986) POSITION- 41 28 58.     (N) 099 52 49.     (W)   SCALED
 ML0752* NAVD 88 ORTHO HEIGHT -   874.610 (meters)     2869.45  (feet) POSTED
 ML0752  ______________________________________________________________________
 ML0752  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 ML0752  DYNAMIC HEIGHT  -        874.14  (meters)     2867.9   (feet) COMP
 ML0752  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 ML0752
 ML0752  VERT ORDER      -  * POSTED, SEE BELOW
 ML0752
 ML0752.The horizontal coordinates were scaled from a map and have
 ML0752.an estimated accuracy of +/- 6 seconds.
 ML0752
 ML0752.The orthometric height was determined by differential leveling
 ML0752.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 ML0752
 ML0752.* This is a POSTED BENCH MARK height.
 ML0752
 ML0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0752.GEOID18 height accuracy estimate available here.
 ML0752
 ML0752.Click photographs - Photos may exist for this station.
 ML0752
 ML0752.The dynamic height is computed by dividing the NAVD 88
 ML0752.geopotential number by the normal gravity value computed on the
 ML0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0752.degrees latitude (g = 980.6199 gals.).
 ML0752
 ML0752.The modeled gravity was interpolated from observed gravity values.
 ML0752
 ML0752;                    North         East    Units  Estimated Accuracy
 ML0752;SPC NE       -   183,140.      510,000.      MT  (+/- 180 meters Scaled)
 ML0752
 ML0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML265927(NAD 83)
 ML0752
 ML0752                          SUPERSEDED SURVEY CONTROL
 ML0752
 ML0752  NGVD 29 (??/??/92)  874.350  (m)         2868.60   (f) ADJ UNCH    2 0
 ML0752
 ML0752.Superseded values are not recommended for survey control.
 ML0752
 ML0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0752.See file dsdata.pdf to determine how the superseded data were derived.
 ML0752
 ML0752_MARKER: DB = BENCH MARK DISK
 ML0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0752_STAMPING: F 56 1934
 ML0752_MARK LOGO: CGS
 ML0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0752+STABILITY: SURFACE MOTION
 ML0752
 ML0752  HISTORY     - Date     Condition        Report By
 ML0752  HISTORY     - 1934     MONUMENTED       CGS
 ML0752
 ML0752                          STATION DESCRIPTION
 ML0752
 ML0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0752'6.4 MI W FROM MERNA.
 ML0752'6.4 MILES WEST OF POST OFFICE.  ALONG STATE HIGHWAY NO. 16
 ML0752'BETWEEN ARNOLD AND MERNA, ABOUT MIDWAY ON LONG ASCENDING CURVING
 ML0752'GRADE, 53 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, ON PIECE
 ML0752'OF LEVEL STRETCH AT ROADSIDE, A LARGE RAVINE ON THE NORTHEAST
 ML0752'SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0410 ***********************************************************************
 NP0410  DESIGNATION -  F 58
 NP0410  PID         -  NP0410
 NP0410  STATE/COUNTY-  NE/SIOUX
 NP0410  COUNTRY     -  US
 NP0410  USGS QUAD   -  AGATE (2017)
 NP0410
 NP0410                         *CURRENT SURVEY CONTROL
 NP0410  ______________________________________________________________________
 NP0410* NAD 83(1986) POSITION- 42 25 26.     (N) 103 47 29.     (W)   SCALED
 NP0410* NAVD 88 ORTHO HEIGHT -  1346.084 (meters)     4416.28  (feet) POSTED
 NP0410  ______________________________________________________________________
 NP0410  GEOID HEIGHT    -        -17.228 (meters)                     GEOID18
 NP0410  DYNAMIC HEIGHT  -       1345.26  (meters)     4413.6   (feet) COMP
 NP0410  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 NP0410
 NP0410  VERT ORDER      -  * POSTED, SEE BELOW
 NP0410
 NP0410.The horizontal coordinates were scaled from a map and have
 NP0410.an estimated accuracy of +/- 6 seconds.
 NP0410
 NP0410.The orthometric height was determined by differential leveling
 NP0410.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0410
 NP0410.* This is a POSTED BENCH MARK height.
 NP0410
 NP0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0410.GEOID18 height accuracy estimate available here.
 NP0410
 NP0410.Click photographs - Photos may exist for this station.
 NP0410
 NP0410.The dynamic height is computed by dividing the NAVD 88
 NP0410.geopotential number by the normal gravity value computed on the
 NP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0410.degrees latitude (g = 980.6199 gals.).
 NP0410
 NP0410.The modeled gravity was interpolated from observed gravity values.
 NP0410
 NP0410;                    North         East    Units  Estimated Accuracy
 NP0410;SPC NE       -   294,470.      188,140.      MT  (+/- 180 meters Scaled)
 NP0410
 NP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG994975(NAD 83)
 NP0410
 NP0410                          SUPERSEDED SURVEY CONTROL
 NP0410
 NP0410  NGVD 29 (??/??/92) 1345.361  (m)         4413.91   (f) ADJ UNCH    2 0
 NP0410
 NP0410.Superseded values are not recommended for survey control.
 NP0410
 NP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0410.See file dsdata.pdf to determine how the superseded data were derived.
 NP0410
 NP0410_MARKER: DB = BENCH MARK DISK
 NP0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0410_STAMPING: F 58 1934
 NP0410_MARK LOGO: CGS
 NP0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0410+STABILITY: SURFACE MOTION
 NP0410
 NP0410  HISTORY     - Date     Condition        Report By
 NP0410  HISTORY     - 1934     MONUMENTED       CGS
 NP0410  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0410
 NP0410                          STATION DESCRIPTION
 NP0410
 NP0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0410'0.1 MI N FROM AGATE.
 NP0410'0.1 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT
 NP0410'AGATE, SIOUX COUNTY, 500 FEET SOUTHWEST OF THE NORTH END OF THE
 NP0410'BRIDGE OVER NIOBRARA RIVER, 108 FEET WEST OF A CATTLE GATE, 117
 NP0410'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, AND
 NP0410'3.0 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 NP0410'STAMPED F 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0410
 NP0410                          STATION RECOVERY (1974)
 NP0410
 NP0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0780 ***********************************************************************
 LH0780  DESIGNATION -  F 6
 LH0780  PID         -  LH0780
 LH0780  STATE/COUNTY-  NE/DAWSON
 LH0780  COUNTRY     -  US
 LH0780  USGS QUAD   -  COZAD (2017)
 LH0780
 LH0780                         *CURRENT SURVEY CONTROL
 LH0780  ______________________________________________________________________
 LH0780* NAD 83(1986) POSITION- 40 49 05.     (N) 099 52 52.     (W)   SCALED
 LH0780* NAVD 88 ORTHO HEIGHT -   746.509 (meters)     2449.17  (feet) ADJUSTED
 LH0780  ______________________________________________________________________
 LH0780  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 LH0780  DYNAMIC HEIGHT  -        746.068 (meters)     2447.72  (feet) COMP
 LH0780  MODELED GRAVITY -    980,010.0   (mgal)                       NAVD 88
 LH0780
 LH0780  VERT ORDER      -  FIRST     CLASS II
 LH0780
 LH0780.The horizontal coordinates were scaled from a map and have
 LH0780.an estimated accuracy of +/- 6 seconds.
 LH0780
 LH0780.The orthometric height was determined by differential leveling and
 LH0780.adjusted by the NATIONAL GEODETIC SURVEY
 LH0780.in June 1991.
 LH0780
 LH0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0780.GEOID18 height accuracy estimate available here.
 LH0780
 LH0780.Click photographs - Photos may exist for this station.
 LH0780
 LH0780.The dynamic height is computed by dividing the NAVD 88
 LH0780.geopotential number by the normal gravity value computed on the
 LH0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0780.degrees latitude (g = 980.6199 gals.).
 LH0780
 LH0780.The modeled gravity was interpolated from observed gravity values.
 LH0780
 LH0780;                    North         East    Units  Estimated Accuracy
 LH0780;SPC NE       -   109,340.      510,030.      MT  (+/- 180 meters Scaled)
 LH0780
 LH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML256189(NAD 83)
 LH0780
 LH0780                          SUPERSEDED SURVEY CONTROL
 LH0780
 LH0780  NGVD 29 (??/??/92)  746.207  (m)         2448.18   (f) ADJ UNCH    1 2
 LH0780
 LH0780.Superseded values are not recommended for survey control.
 LH0780
 LH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0780.See file dsdata.pdf to determine how the superseded data were derived.
 LH0780
 LH0780_MARKER: DB = BENCH MARK DISK
 LH0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0780_STAMPING: 2448.181 F 6 1933
 LH0780_MARK LOGO: CGS
 LH0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0780+STABILITY: SURFACE MOTION
 LH0780
 LH0780  HISTORY     - Date     Condition        Report By
 LH0780  HISTORY     - 1933     MONUMENTED       CGS
 LH0780  HISTORY     - 1967     GOOD             CGS
 LH0780  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0780
 LH0780                          STATION DESCRIPTION
 LH0780
 LH0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0780'6 MI SE FROM COZAD.
 LH0780'ABOUT 6.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 LH0780'FROM THE STATION AT COZAD, DAWSON COUNTY, ABOUT 0.3 MILE EAST
 LH0780'OF THE STATION AT DARR, ABOUT 12 POLES NORTHWEST OF MILEPOST
 LH0780'232, ABOUT 200 FEET SOUTHEAST OF A SECTION HOUSE, AT A COUNTY-ROAD
 LH0780'CROSSING, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 34.8 FEET
 LH0780'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 13.4 FEET SOUTH
 LH0780'OF THE NORTH RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF
 LH0780'POLES.  A STANDARD DISK, STAMPED 2448.181 F 6 1933 AND SET IN
 LH0780'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 LH0780'GROUND.  NOTE-- MARK NOW LIES TEN FEET SOUTH OF FENCE POLE
 LH0780'MARKER, UNDER THE TOE PATH OF NEW TRACKAGE FOR INDUSTRIAL
 LH0780'PURPOSES.  MARK IS UNDER TWO FEET OF FILL AND ACCESS IS POSSIBLE.
 LH0780
 LH0780                          STATION RECOVERY (1967)
 LH0780
 LH0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LH0780'RECOVERED IN GOOD CONDITION.
 LH0780
 LH0780                          STATION RECOVERY (1986)
 LH0780
 LH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0780'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0829 ***********************************************************************
 LH0829  DESIGNATION -  F 60
 LH0829  PID         -  LH0829
 LH0829  STATE/COUNTY-  NE/DAWSON
 LH0829  COUNTRY     -  US
 LH0829  USGS QUAD   -  BUFFALO (2017)
 LH0829
 LH0829                         *CURRENT SURVEY CONTROL
 LH0829  ______________________________________________________________________
 LH0829* NAD 83(1986) POSITION- 40 56 56.     (N) 099 45 04.     (W)   SCALED
 LH0829* NAVD 88 ORTHO HEIGHT -   782.684 (meters)     2567.86  (feet) POSTED
 LH0829  ______________________________________________________________________
 LH0829  GEOID HEIGHT    -        -23.482 (meters)                     GEOID18
 LH0829  DYNAMIC HEIGHT  -        782.23  (meters)     2566.4   (feet) COMP
 LH0829  MODELED GRAVITY -    980,019.7   (mgal)                       NAVD 88
 LH0829
 LH0829  VERT ORDER      -  * POSTED, SEE BELOW
 LH0829
 LH0829.The horizontal coordinates were scaled from a map and have
 LH0829.an estimated accuracy of +/- 6 seconds.
 LH0829
 LH0829.The orthometric height was determined by differential leveling
 LH0829.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LH0829
 LH0829.* This is a POSTED BENCH MARK height.
 LH0829
 LH0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0829.GEOID18 height accuracy estimate available here.
 LH0829
 LH0829.Click photographs - Photos may exist for this station.
 LH0829
 LH0829.The dynamic height is computed by dividing the NAVD 88
 LH0829.geopotential number by the normal gravity value computed on the
 LH0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0829.degrees latitude (g = 980.6199 gals.).
 LH0829
 LH0829.The modeled gravity was interpolated from observed gravity values.
 LH0829
 LH0829;                    North         East    Units  Estimated Accuracy
 LH0829;SPC NE       -   123,890.      520,950.      MT  (+/- 180 meters Scaled)
 LH0829
 LH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML367333(NAD 83)
 LH0829
 LH0829                          SUPERSEDED SURVEY CONTROL
 LH0829
 LH0829  NGVD 29 (??/??/92)  782.388  (m)         2566.88   (f) ADJ UNCH    2 0
 LH0829
 LH0829.Superseded values are not recommended for survey control.
 LH0829
 LH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0829.See file dsdata.pdf to determine how the superseded data were derived.
 LH0829
 LH0829_MARKER: DB = BENCH MARK DISK
 LH0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0829_STAMPING: F 60 1934
 LH0829_MARK LOGO: CGS
 LH0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0829+STABILITY: SURFACE MOTION
 LH0829
 LH0829  HISTORY     - Date     Condition        Report By
 LH0829  HISTORY     - 1934     MONUMENTED       CGS
 LH0829
 LH0829                          STATION DESCRIPTION
 LH0829
 LH0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0829'12 MI N FROM LEXINGTON.
 LH0829'12.0 MILES NORTH OF COURTHOUSE.  ALONG STATE HIGHWAY NO. 21
 LH0829'BETWEEN LEXINGTON AND OCONTO, ON STRAIGHT STRETCH ABOUT 0.1
 LH0829'MILES LONG BETWEEN TWO CURVES, 33 FEET EAST OF THE CENTER LINE
 LH0829'OF HIGHWAY, 5 FEET WEST OF THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0830 ***********************************************************************
 LH0830  DESIGNATION -  F 60 RESET
 LH0830  PID         -  LH0830
 LH0830  STATE/COUNTY-  NE/DAWSON
 LH0830  COUNTRY     -  US
 LH0830  USGS QUAD   -  BUFFALO (2017)
 LH0830
 LH0830                         *CURRENT SURVEY CONTROL
 LH0830  ______________________________________________________________________
 LH0830* NAD 83(1986) POSITION- 40 56 56.     (N) 099 45 03.     (W)   SCALED
 LH0830* NAVD 88 ORTHO HEIGHT -   782.56  (+/-2cm)     2567.4   (feet) VERTCON
 LH0830  ______________________________________________________________________
 LH0830  GEOID HEIGHT    -        -23.482 (meters)                     GEOID18
 LH0830  VERT ORDER      -  THIRD (See Below)
 LH0830
 LH0830.The horizontal coordinates were scaled from a map and have
 LH0830.an estimated accuracy of +/- 6 seconds.
 LH0830
 LH0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0830
 LH0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0830.GEOID18 height accuracy estimate available here.
 LH0830
 LH0830.The vertical order pertains to the NGVD 29 superseded value.
 LH0830
 LH0830.Click photographs - Photos may exist for this station.
 LH0830
 LH0830;                    North         East    Units  Estimated Accuracy
 LH0830;SPC NE       -   123,890.      520,970.      MT  (+/- 180 meters Scaled)
 LH0830
 LH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368333(NAD 83)
 LH0830
 LH0830                          SUPERSEDED SURVEY CONTROL
 LH0830
 LH0830  NGVD 29 (??/??/??)  782.26   (m)         2566.5    (f) RESET       3  
 LH0830
 LH0830.Superseded values are not recommended for survey control.
 LH0830
 LH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0830.See file dsdata.pdf to determine how the superseded data were derived.
 LH0830
 LH0830_MARKER: DB = BENCH MARK DISK
 LH0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0830_STAMPING: F 60 RESET 1938
 LH0830_MARK LOGO: CGS
 LH0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0830+STABILITY: SURFACE MOTION
 LH0830
 LH0830  HISTORY     - Date     Condition        Report By
 LH0830  HISTORY     - 1938     MONUMENTED       NEDR
 LH0830  HISTORY     - 1961     MARK NOT FOUND   USGS
 LH0830
 LH0830                          STATION DESCRIPTION
 LH0830
 LH0830'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LH0830'12.1 MI N FROM LEXINGTON.
 LH0830'12.1 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0830'AT LEXINGTON, AT A 0.1-MILE TANGENT BETWEEN TWO CURVES, AND
 LH0830'46.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LH0830'DISK, STAMPED F 60 RESET 1938 AND SET IN THE TOP OF A CONCRETE
 LH0830'POST. NOTE-- THIS MARK COULD NOT BE LOCATED IN MARCH 1942.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0173 ***********************************************************************
 NP0173  DESIGNATION -  F 61
 NP0173  PID         -  NP0173
 NP0173  STATE/COUNTY-  NE/SHERIDAN
 NP0173  COUNTRY     -  US
 NP0173  USGS QUAD   -  JESSE LAKE (2017)
 NP0173
 NP0173                         *CURRENT SURVEY CONTROL
 NP0173  ______________________________________________________________________
 NP0173* NAD 83(1986) POSITION- 42 04 45.     (N) 102 40 56.     (W)   SCALED
 NP0173* NAVD 88 ORTHO HEIGHT -  1199.232 (meters)     3934.48  (feet) ADJUSTED
 NP0173  ______________________________________________________________________
 NP0173  GEOID HEIGHT    -        -18.773 (meters)                     GEOID18
 NP0173  DYNAMIC HEIGHT  -       1198.534 (meters)     3932.19  (feet) COMP
 NP0173  MODELED GRAVITY -    979,998.2   (mgal)                       NAVD 88
 NP0173
 NP0173  VERT ORDER      -  SECOND    CLASS 0
 NP0173
 NP0173.The horizontal coordinates were scaled from a map and have
 NP0173.an estimated accuracy of +/- 6 seconds.
 NP0173
 NP0173.The orthometric height was determined by differential leveling and
 NP0173.adjusted by the NATIONAL GEODETIC SURVEY
 NP0173.in June 1991.
 NP0173
 NP0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0173.GEOID18 height accuracy estimate available here.
 NP0173
 NP0173.Click photographs - Photos may exist for this station.
 NP0173
 NP0173.The dynamic height is computed by dividing the NAVD 88
 NP0173.geopotential number by the normal gravity value computed on the
 NP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0173.degrees latitude (g = 980.6199 gals.).
 NP0173
 NP0173.The modeled gravity was interpolated from observed gravity values.
 NP0173
 NP0173;                    North         East    Units  Estimated Accuracy
 NP0173;SPC NE       -   252,790.      278,150.      MT  (+/- 180 meters Scaled)
 NP0173
 NP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG917611(NAD 83)
 NP0173
 NP0173                          SUPERSEDED SURVEY CONTROL
 NP0173
 NP0173  NGVD 29 (??/??/92) 1198.658  (m)         3932.60   (f) ADJ UNCH    2 0
 NP0173
 NP0173.Superseded values are not recommended for survey control.
 NP0173
 NP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0173.See file dsdata.pdf to determine how the superseded data were derived.
 NP0173
 NP0173_MARKER: DB = BENCH MARK DISK
 NP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0173_STAMPING: F 61 1934
 NP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0173+STABILITY: SURFACE MOTION
 NP0173
 NP0173  HISTORY     - Date     Condition        Report By
 NP0173  HISTORY     - 1934     MONUMENTED       CGS
 NP0173  HISTORY     - 1940     GOOD             CGS
 NP0173
 NP0173                          STATION DESCRIPTION
 NP0173
 NP0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0173'5.1 MI W FROM ANTIOCH.
 NP0173'5.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0173'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.5 MILE WEST OF
 NP0173'MILEPOST 355 27 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET WEST OF A
 NP0173'4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND
 NP0173'4.0 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 61
 NP0173'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 NP0173'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0287 ***********************************************************************
 NO0287  DESIGNATION -  F 62
 NO0287  PID         -  NO0287
 NO0287  STATE/COUNTY-  NE/GRANT
 NO0287  COUNTRY     -  US
 NO0287  USGS QUAD   -  ASHBY (2017)
 NO0287
 NO0287                         *CURRENT SURVEY CONTROL
 NO0287  ______________________________________________________________________
 NO0287* NAD 83(1986) POSITION- 42 01 18.39   (N) 101 55 38.05   (W)   HD_HELD1
 NO0287* NAVD 88 ORTHO HEIGHT -  1173.303 (meters)     3849.41  (feet) ADJUSTED
 NO0287  ______________________________________________________________________
 NO0287  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 NO0287  DYNAMIC HEIGHT  -       1172.637 (meters)     3847.23  (feet) COMP
 NO0287  MODELED GRAVITY -    980,014.0   (mgal)                       NAVD 88
 NO0287
 NO0287  VERT ORDER      -  SECOND    CLASS 0
 NO0287
 NO0287.The horizontal coordinates were determined by differentially corrected
 NO0287.hand held GPS observations or other comparable positioning techniques
 NO0287.and have an estimated accuracy of +/- 3 meters.
 NO0287
 NO0287.The orthometric height was determined by differential leveling and
 NO0287.adjusted by the NATIONAL GEODETIC SURVEY
 NO0287.in June 1991.
 NO0287
 NO0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0287.GEOID18 height accuracy estimate available here.
 NO0287
 NO0287.Click photographs - Photos may exist for this station.
 NO0287
 NO0287.The dynamic height is computed by dividing the NAVD 88
 NO0287.geopotential number by the normal gravity value computed on the
 NO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0287.degrees latitude (g = 980.6199 gals.).
 NO0287
 NO0287.The modeled gravity was interpolated from observed gravity values.
 NO0287
 NO0287;                    North         East    Units  Estimated Accuracy
 NO0287;SPC NE       -   244,754.3     340,442.7     MT  (+/- 3 meters HH1 GPS) 
 NO0287
 NO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5764456340(NAD 83)
 NO0287
 NO0287                          SUPERSEDED SURVEY CONTROL
 NO0287
 NO0287  NGVD 29 (??/??/92) 1172.800  (m)         3847.76   (f) ADJ UNCH    2 0
 NO0287
 NO0287.Superseded values are not recommended for survey control.
 NO0287
 NO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0287.See file dsdata.pdf to determine how the superseded data were derived.
 NO0287
 NO0287_MARKER: DB = BENCH MARK DISK
 NO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0287_STAMPING: F 62 1934
 NO0287_MARK LOGO: CGS
 NO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0287+STABILITY: SURFACE MOTION
 NO0287
 NO0287  HISTORY     - Date     Condition        Report By
 NO0287  HISTORY     - 1934     MONUMENTED       CGS
 NO0287
 NO0287                          STATION DESCRIPTION
 NO0287
 NO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0287'AT ASHBY.
 NO0287'AT ASHBY GRANT COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 NO0287'RAILROAD, 0.4 MILE WEST OF MILEPOST 315, AT A WATER TANK, 81
 NO0287'FEET NORTHWEST OF THE WATER SPOUT, 18.0 FEET SOUTHWEST OF THE
 NO0287'CENTER OF THE TANK, 10.5 FEET SOUTHWEST OF THE NORTH ONE OF THE
 NO0287'WEST PAIR OF TANK LEGS, 6.8 FEET WEST OF THE SOUTH ONE OF THE
 NO0287'WEST PAIR OF LEGS, 4.3 FEET SOUTH OF THE CENTER OF THE BASE OF
 NO0287'THE TANK STEPS, AND ABOUT 73 FEET NORTH OF THE NORTH RAIL.  A
 NO0287'STANDARD DISK, STAMPED F 62 1934 AND SET IN THE TOP OF A CONCRETE
 NO0287'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0013 ***********************************************************************
 MM0013  DESIGNATION -  F 64
 MM0013  PID         -  MM0013
 MM0013  STATE/COUNTY-  NE/BLAINE
 MM0013  COUNTRY     -  US
 MM0013  USGS QUAD   -  DUNNING (2017)
 MM0013
 MM0013                         *CURRENT SURVEY CONTROL
 MM0013  ______________________________________________________________________
 MM0013* NAD 83(1986) POSITION- 41 49 53.27   (N) 100 07 07.20   (W)   HD_HELD1
 MM0013* NAVD 88 ORTHO HEIGHT -   799.667 (meters)     2623.57  (feet) ADJUSTED
 MM0013  ______________________________________________________________________
 MM0013  GEOID HEIGHT    -        -22.265 (meters)                     GEOID18
 MM0013  DYNAMIC HEIGHT  -        799.254 (meters)     2622.22  (feet) COMP
 MM0013  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 MM0013
 MM0013  VERT ORDER      -  SECOND    CLASS 0
 MM0013
 MM0013.The horizontal coordinates were determined by differentially corrected
 MM0013.hand held GPS observations or other comparable positioning techniques
 MM0013.and have an estimated accuracy of +/- 3 meters.
 MM0013
 MM0013.The orthometric height was determined by differential leveling and
 MM0013.adjusted by the NATIONAL GEODETIC SURVEY
 MM0013.in June 1991.
 MM0013
 MM0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0013.GEOID18 height accuracy estimate available here.
 MM0013
 MM0013.Click photographs - Photos may exist for this station.
 MM0013
 MM0013.The dynamic height is computed by dividing the NAVD 88
 MM0013.geopotential number by the normal gravity value computed on the
 MM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0013.degrees latitude (g = 980.6199 gals.).
 MM0013
 MM0013.The modeled gravity was interpolated from observed gravity values.
 MM0013
 MM0013;                    North         East    Units  Estimated Accuracy
 MM0013;SPC NE       -   221,851.1     490,145.7     MT  (+/- 3 meters HH1 GPS) 
 MM0013
 MM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0710931668(NAD 83)
 MM0013
 MM0013                          SUPERSEDED SURVEY CONTROL
 MM0013
 MM0013  NGVD 29 (??/??/92)  799.374  (m)         2622.61   (f) ADJ UNCH    2 0
 MM0013
 MM0013.Superseded values are not recommended for survey control.
 MM0013
 MM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0013.See file dsdata.pdf to determine how the superseded data were derived.
 MM0013
 MM0013_MARKER: DB = BENCH MARK DISK
 MM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0013_STAMPING: F 64 1934
 MM0013_MARK LOGO: CGS
 MM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0013+STABILITY: SURFACE MOTION
 MM0013
 MM0013  HISTORY     - Date     Condition        Report By
 MM0013  HISTORY     - 1934     MONUMENTED       CGS
 MM0013  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0013
 MM0013                          STATION DESCRIPTION
 MM0013
 MM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0013'0.5 MI NW FROM DUNNING.
 MM0013'0.5 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0013'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, OPPOSITE
 MM0013'MILEPOST 216, AT THE TOP OF A RIDGE, AND 45.5 FEET SOUTH OF
 MM0013'THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F
 MM0013'64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0013
 MM0013                          STATION RECOVERY (1985)
 MM0013
 MM0013'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0178 ***********************************************************************
 MM0178  DESIGNATION -  F 65
 MM0178  PID         -  MM0178
 MM0178  STATE/COUNTY-  NE/LOGAN
 MM0178  COUNTRY     -  US
 MM0178  USGS QUAD   -  CODY LAKE (2017)
 MM0178
 MM0178                         *CURRENT SURVEY CONTROL
 MM0178  ______________________________________________________________________
 MM0178* NAD 83(1986) POSITION- 41 31 33.     (N) 100 31 57.     (W)   SCALED
 MM0178* NAVD 88 ORTHO HEIGHT -   902.723 (meters)     2961.68  (feet) ADJUSTED
 MM0178  ______________________________________________________________________
 MM0178  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 MM0178  DYNAMIC HEIGHT  -        902.222 (meters)     2960.04  (feet) COMP
 MM0178  MODELED GRAVITY -    980,037.9   (mgal)                       NAVD 88
 MM0178
 MM0178  VERT ORDER      -  SECOND    CLASS 0
 MM0178
 MM0178.The horizontal coordinates were scaled from a map and have
 MM0178.an estimated accuracy of +/- 6 seconds.
 MM0178
 MM0178.The orthometric height was determined by differential leveling and
 MM0178.adjusted by the NATIONAL GEODETIC SURVEY
 MM0178.in June 1991.
 MM0178
 MM0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0178.GEOID18 height accuracy estimate available here.
 MM0178
 MM0178.Click photographs - Photos may exist for this station.
 MM0178
 MM0178.The dynamic height is computed by dividing the NAVD 88
 MM0178.geopotential number by the normal gravity value computed on the
 MM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0178.degrees latitude (g = 980.6199 gals.).
 MM0178
 MM0178.The modeled gravity was interpolated from observed gravity values.
 MM0178
 MM0178;                    North         East    Units  Estimated Accuracy
 MM0178;SPC NE       -   188,050.      455,570.      MT  (+/- 180 meters Scaled)
 MM0178
 MM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL721982(NAD 83)
 MM0178
 MM0178                          SUPERSEDED SURVEY CONTROL
 MM0178
 MM0178  NGVD 29 (??/??/92)  902.413  (m)         2960.67   (f) ADJ UNCH    2 0
 MM0178
 MM0178.Superseded values are not recommended for survey control.
 MM0178
 MM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0178.See file dsdata.pdf to determine how the superseded data were derived.
 MM0178
 MM0178_MARKER: DB = BENCH MARK DISK
 MM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0178_STAMPING: F 65 1934
 MM0178_MARK LOGO: CGS
 MM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0178+STABILITY: SURFACE MOTION
 MM0178
 MM0178  HISTORY     - Date     Condition        Report By
 MM0178  HISTORY     - 1934     MONUMENTED       CGS
 MM0178
 MM0178                          STATION DESCRIPTION
 MM0178
 MM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0178'3.9 MI N FROM STAPLETON.
 MM0178'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0178'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 21.2
 MM0178'MILES SOUTH OF THE BRIDGE OVER DISMAL RIVER, AT THE EAST END
 MM0178'OF A SMALL VALLEY, AT THE TOP OF A KNOLL, AND 46.4 FEET SOUTH
 MM0178'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0178'F 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0459 ***********************************************************************
 NN0459  DESIGNATION -  F 67
 NN0459  PID         -  NN0459
 NN0459  STATE/COUNTY-  NE/BLAINE
 NN0459  COUNTRY     -  US
 NN0459  USGS QUAD   -  GOLDMAN LAKE SE (2017)
 NN0459
 NN0459                         *CURRENT SURVEY CONTROL
 NN0459  ______________________________________________________________________
 NN0459* NAD 83(1986) POSITION- 42 03 26.     (N) 099 51 37.     (W)   SCALED
 NN0459* NAVD 88 ORTHO HEIGHT -   779.947 (meters)     2558.88  (feet) ADJUSTED
 NN0459  ______________________________________________________________________
 NN0459  GEOID HEIGHT    -        -22.466 (meters)                     GEOID18
 NN0459  DYNAMIC HEIGHT  -        779.576 (meters)     2557.66  (feet) COMP
 NN0459  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 NN0459
 NN0459  VERT ORDER      -  SECOND    CLASS 0
 NN0459
 NN0459.The horizontal coordinates were scaled from a map and have
 NN0459.an estimated accuracy of +/- 6 seconds.
 NN0459
 NN0459.The orthometric height was determined by differential leveling and
 NN0459.adjusted by the NATIONAL GEODETIC SURVEY
 NN0459.in June 1991.
 NN0459
 NN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0459.GEOID18 height accuracy estimate available here.
 NN0459
 NN0459.Click photographs - Photos may exist for this station.
 NN0459
 NN0459.The dynamic height is computed by dividing the NAVD 88
 NN0459.geopotential number by the normal gravity value computed on the
 NN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0459.degrees latitude (g = 980.6199 gals.).
 NN0459
 NN0459.The modeled gravity was interpolated from observed gravity values.
 NN0459
 NN0459;                    North         East    Units  Estimated Accuracy
 NN0459;SPC NE       -   246,920.      511,560.      MT  (+/- 180 meters Scaled)
 NN0459
 NN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM288564(NAD 83)
 NN0459
 NN0459                          SUPERSEDED SURVEY CONTROL
 NN0459
 NN0459  NGVD 29 (??/??/92)  779.654  (m)         2557.91   (f) ADJ UNCH    2 0
 NN0459
 NN0459.Superseded values are not recommended for survey control.
 NN0459
 NN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0459.See file dsdata.pdf to determine how the superseded data were derived.
 NN0459
 NN0459_MARKER: DB = BENCH MARK DISK
 NN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0459_STAMPING: F 67 1935
 NN0459_MARK LOGO: CGS
 NN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0459+STABILITY: SURFACE MOTION
 NN0459
 NN0459  HISTORY     - Date     Condition        Report By
 NN0459  HISTORY     - 1935     MONUMENTED       CGS
 NN0459  HISTORY     - 1975     POOR             USGS
 NN0459
 NN0459                          STATION DESCRIPTION
 NN0459
 NN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0459'9.6 MI N FROM BREWSTER.
 NN0459'ABOUT 9.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0459'COURTHOUSE AT BREWSTER, BLAINE COUNTY, NORTH OF A GRADED ROAD,
 NN0459'47.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.2 FEET EAST
 NN0459'OF THE RIGHT-OF-WAY FENCE, AND 1.3 FEET NORTH OF THE FENCE.  A
 NN0459'STANDARD DISK, STAMPED F 67 1935 AND SET IN THE TOP OF A CONCRETE
 NN0459'POST.
 NN0459
 NN0459                          STATION RECOVERY (1975)
 NN0459
 NN0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0459'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0093 ***********************************************************************
 MM0093  DESIGNATION -  F 7
 MM0093  PID         -  MM0093
 MM0093  STATE/COUNTY-  NE/LINCOLN
 MM0093  COUNTRY     -  US
 MM0093  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0093
 MM0093                         *CURRENT SURVEY CONTROL
 MM0093  ______________________________________________________________________
 MM0093* NAD 83(1986) POSITION- 41 07 47.45   (N) 100 40 35.50   (W)   HD_HELD1
 MM0093* NAVD 88 ORTHO HEIGHT -   843.902 (meters)     2768.70  (feet) ADJUSTED
 MM0093  ______________________________________________________________________
 MM0093  GEOID HEIGHT    -        -22.275 (meters)                     GEOID18
 MM0093  DYNAMIC HEIGHT  -        843.407 (meters)     2767.08  (feet) COMP
 MM0093  MODELED GRAVITY -    980,009.4   (mgal)                       NAVD 88
 MM0093
 MM0093  VERT ORDER      -  FIRST     CLASS II
 MM0093
 MM0093.The horizontal coordinates were determined by differentially corrected
 MM0093.hand held GPS observations or other comparable positioning techniques
 MM0093.and have an estimated accuracy of +/- 3 meters.
 MM0093
 MM0093.The orthometric height was determined by differential leveling and
 MM0093.adjusted by the NATIONAL GEODETIC SURVEY
 MM0093.in June 1991.
 MM0093
 MM0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0093.GEOID18 height accuracy estimate available here.
 MM0093
 MM0093.Click photographs - Photos may exist for this station.
 MM0093
 MM0093.The dynamic height is computed by dividing the NAVD 88
 MM0093.geopotential number by the normal gravity value computed on the
 MM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0093.degrees latitude (g = 980.6199 gals.).
 MM0093
 MM0093.The modeled gravity was interpolated from observed gravity values.
 MM0093
 MM0093;                    North         East    Units  Estimated Accuracy
 MM0093;SPC NE       -   144,168.8     443,210.8     MT  (+/- 3 meters HH1 GPS) 
 MM0093
 MM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5927554525(NAD 83)
 MM0093
 MM0093                          SUPERSEDED SURVEY CONTROL
 MM0093
 MM0093  NGVD 29 (02/14/92)  843.552  (m)         2767.55   (f) ADJUSTED    1 2
 MM0093  NGVD 29 (??/??/87)  843.552  (m)         2767.55   (f) SUPERSEDED  1 2
 MM0093
 MM0093.Superseded values are not recommended for survey control.
 MM0093
 MM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0093.See file dsdata.pdf to determine how the superseded data were derived.
 MM0093
 MM0093_MARKER: DB = BENCH MARK DISK
 MM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0093_STAMPING: F 7 1933 2767.553
 MM0093_MARK LOGO: CGS
 MM0093_PROJECTION: FLUSH
 MM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0093+STABILITY: SURFACE MOTION
 MM0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0093+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 MM0093
 MM0093  HISTORY     - Date     Condition        Report By
 MM0093  HISTORY     - 1933     MONUMENTED       CGS
 MM0093  HISTORY     - 1963     GOOD             CGS
 MM0093  HISTORY     - 1981     MARK NOT FOUND   USGS
 MM0093  HISTORY     - 1986     GOOD             NGS
 MM0093  HISTORY     - 20130114 GOOD             INDIV
 MM0093
 MM0093                          STATION DESCRIPTION
 MM0093
 MM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0093'4.6 MI SE FROM NORTH PLATTE.
 MM0093'ABOUT 4.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0093'NORTH PLATTE, LINCOLN COUNTY, ABOUT 18 POLES NORTHWEST OF
 MM0093'MILEPOST 279, AT A COUNTY-ROAD CROSSING, 45 FEET EAST OF THE
 MM0093'CENTER LINE OF THE ROAD, 97.2 FEET NORTH OF NORTH RAIL OF THE
 MM0093'NORTH MAIN TRACK, 4.7 FEET EAST OF THE EAST FENCE OF THE ROAD,
 MM0093'AND 1.4 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 MM0093'A STANDARD DISK, STAMPED 2767.553 F 7 1933 AND SET IN THE TOP
 MM0093'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0093
 MM0093                          STATION RECOVERY (1963)
 MM0093
 MM0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MM0093'RECOVERED IN GOOD CONDITION.
 MM0093
 MM0093                          STATION RECOVERY (1981)
 MM0093
 MM0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MM0093'MARK NOT FOUND.
 MM0093
 MM0093                          STATION RECOVERY (1986)
 MM0093
 MM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM (4.7
 MM0093'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83
 MM0093'AT NORTH PLATTE, IN THE NORTHEAST CORNER OF THE Y JUNCTION OF A DIRT
 MM0093'ROAD LEADING NORTH, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 183,
 MM0093'71.6 METERS (235 FT) NORTHEAST ACROSS THE UNION PACIFIC RAILROAD FROM
 MM0093'THE HIGHWAY CENTERLINE, 29.5 METERS (97 FT) NORTHEAST OF THE NORTHEAST
 MM0093'RAIL, 13.7 METERS (45 FT) EAST OF THE CENTER OF THE ROAD, 1.4 METERS
 MM0093'(4.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND 0.3 METER
 MM0093'(1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MM0093'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MM0093'THE MARK IS 1.3 M BELOW THE TRACKS.
 MM0093
 MM0093                          STATION RECOVERY (2013)
 MM0093
 MM0093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MM0093'RECOVERED AS DESCRIBED, MARK IS FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0529 ***********************************************************************
 ML0529  DESIGNATION -  F 71
 ML0529  PID         -  ML0529
 ML0529  STATE/COUNTY-  NE/GARFIELD
 ML0529  COUNTRY     -  US
 ML0529  USGS QUAD   -  GABLES SW (2017)
 ML0529
 ML0529                         *CURRENT SURVEY CONTROL
 ML0529  ______________________________________________________________________
 ML0529* NAD 83(1986) POSITION- 41 47 02.     (N) 098 58 05.     (W)   SCALED
 ML0529* NAVD 88 ORTHO HEIGHT -   724.493 (meters)     2376.94  (feet) ADJUSTED
 ML0529  ______________________________________________________________________
 ML0529  GEOID HEIGHT    -        -23.839 (meters)                     GEOID18
 ML0529  DYNAMIC HEIGHT  -        724.135 (meters)     2375.77  (feet) COMP
 ML0529  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 ML0529
 ML0529  VERT ORDER      -  SECOND    CLASS 0
 ML0529
 ML0529.The horizontal coordinates were scaled from a map and have
 ML0529.an estimated accuracy of +/- 6 seconds.
 ML0529
 ML0529.The orthometric height was determined by differential leveling and
 ML0529.adjusted by the NATIONAL GEODETIC SURVEY
 ML0529.in June 1991.
 ML0529
 ML0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0529.GEOID18 height accuracy estimate available here.
 ML0529
 ML0529.Click photographs - Photos may exist for this station.
 ML0529
 ML0529.The dynamic height is computed by dividing the NAVD 88
 ML0529.geopotential number by the normal gravity value computed on the
 ML0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0529.degrees latitude (g = 980.6199 gals.).
 ML0529
 ML0529.The modeled gravity was interpolated from observed gravity values.
 ML0529
 ML0529;                    North         East    Units  Estimated Accuracy
 ML0529;SPC NE       -   217,070.      585,760.      MT  (+/- 180 meters Scaled)
 ML0529
 ML0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM026257(NAD 83)
 ML0529
 ML0529                          SUPERSEDED SURVEY CONTROL
 ML0529
 ML0529  NGVD 29 (??/??/92)  724.224  (m)         2376.06   (f) ADJ UNCH    2 0
 ML0529
 ML0529.Superseded values are not recommended for survey control.
 ML0529
 ML0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0529.See file dsdata.pdf to determine how the superseded data were derived.
 ML0529
 ML0529_MARKER: DB = BENCH MARK DISK
 ML0529_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0529_STAMPING: F 71 1935
 ML0529_MARK LOGO: CGS
 ML0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0529
 ML0529  HISTORY     - Date     Condition        Report By
 ML0529  HISTORY     - 1935     MONUMENTED       CGS
 ML0529  HISTORY     - 1938     GOOD             CGS
 ML0529
 ML0529                          STATION DESCRIPTION
 ML0529
 ML0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0529'9.6 MI E FROM BURWELL.
 ML0529'9.6 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0529'NO. 53 BETWEEN BURWELL AND BARTLETT, 0.1 OF A MILE EAST OF A
 ML0529'GROUP OF FARM BUILDINGS OWNED BY M. KEEFE, IN A VALLEY BETWEEN
 ML0529'TWO HILLS, 39.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3.0
 ML0529'FEET NORTH OF THE RIGHT OF WAY FENCE, 3.0 FEET BELOW THE LEVEL
 ML0529'OF THE HIGHWAY.  A STANDARD DISK SET IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0871 ***********************************************************************
 ML0871  DESIGNATION -  F 72
 ML0871  PID         -  ML0871
 ML0871  STATE/COUNTY-  NE/LOUP
 ML0871  COUNTRY     -  US
 ML0871  USGS QUAD   -  ALMERIA NW (2017)
 ML0871
 ML0871                         *CURRENT SURVEY CONTROL
 ML0871  ______________________________________________________________________
 ML0871* NAD 83(1986) POSITION- 41 54 53.     (N) 099 37 58.     (W)   SCALED
 ML0871* NAVD 88 ORTHO HEIGHT -   729.540 (meters)     2393.50  (feet) ADJUSTED
 ML0871  ______________________________________________________________________
 ML0871  GEOID HEIGHT    -        -22.688 (meters)                     GEOID18
 ML0871  DYNAMIC HEIGHT  -        729.196 (meters)     2392.37  (feet) COMP
 ML0871  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 ML0871
 ML0871  VERT ORDER      -  SECOND    CLASS 0
 ML0871
 ML0871.The horizontal coordinates were scaled from a map and have
 ML0871.an estimated accuracy of +/- 6 seconds.
 ML0871
 ML0871.The orthometric height was determined by differential leveling and
 ML0871.adjusted by the NATIONAL GEODETIC SURVEY
 ML0871.in June 1991.
 ML0871
 ML0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0871.GEOID18 height accuracy estimate available here.
 ML0871
 ML0871.Click photographs - Photos may exist for this station.
 ML0871
 ML0871.The dynamic height is computed by dividing the NAVD 88
 ML0871.geopotential number by the normal gravity value computed on the
 ML0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0871.degrees latitude (g = 980.6199 gals.).
 ML0871
 ML0871.The modeled gravity was interpolated from observed gravity values.
 ML0871
 ML0871;                    North         East    Units  Estimated Accuracy
 ML0871;SPC NE       -   231,150.      530,460.      MT  (+/- 180 meters Scaled)
 ML0871
 ML0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM475405(NAD 83)
 ML0871
 ML0871                          SUPERSEDED SURVEY CONTROL
 ML0871
 ML0871  NGVD 29 (??/??/92)  729.277  (m)         2392.64   (f) ADJ UNCH    2 0
 ML0871
 ML0871.Superseded values are not recommended for survey control.
 ML0871
 ML0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0871.See file dsdata.pdf to determine how the superseded data were derived.
 ML0871
 ML0871_MARKER: DB = BENCH MARK DISK
 ML0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0871_STAMPING: F 72 1935
 ML0871_MARK LOGO: CGS
 ML0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0871+STABILITY: SURFACE MOTION
 ML0871
 ML0871  HISTORY     - Date     Condition        Report By
 ML0871  HISTORY     - 1935     MONUMENTED       CGS
 ML0871  HISTORY     - 1952     MARK NOT FOUND   USGS
 ML0871
 ML0871                          STATION DESCRIPTION
 ML0871
 ML0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0871'14.1 MI E FROM BREWSTER.
 ML0871'14.1 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0871'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 175 FEET WEST OF POINT
 ML0871'WHERE HIGHWAY CURVES TO THE SOUTH, 153 FEET SOUTHEAST OF THE
 ML0871'SOUTHEAST CORNER OF SCHOOLHOUSE, AND 38 FEET NORTH OF THE CENTER
 ML0871'LINE OF THE HIGHWAY.
 ML0871
 ML0871                          STATION RECOVERY (1952)
 ML0871
 ML0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0871'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0087 ***********************************************************************
 NO0087  DESIGNATION -  F 73
 NO0087  PID         -  NO0087
 NO0087  STATE/COUNTY-  NE/CHERRY
 NO0087  COUNTRY     -  US
 NO0087  USGS QUAD   -  BIG LAKE (2017)
 NO0087
 NO0087                         *CURRENT SURVEY CONTROL
 NO0087  ______________________________________________________________________
 NO0087* NAD 83(1986) POSITION- 42 28 42.     (N) 100 36 46.     (W)   SCALED
 NO0087* NAVD 88 ORTHO HEIGHT -   900.453 (meters)     2954.24  (feet) ADJUSTED
 NO0087  ______________________________________________________________________
 NO0087  GEOID HEIGHT    -        -21.472 (meters)                     GEOID18
 NO0087  DYNAMIC HEIGHT  -        900.026 (meters)     2952.84  (feet) COMP
 NO0087  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 NO0087
 NO0087  VERT ORDER      -  SECOND    CLASS 0
 NO0087
 NO0087.The horizontal coordinates were scaled from a map and have
 NO0087.an estimated accuracy of +/- 6 seconds.
 NO0087
 NO0087.The orthometric height was determined by differential leveling and
 NO0087.adjusted by the NATIONAL GEODETIC SURVEY
 NO0087.in June 1991.
 NO0087
 NO0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0087.GEOID18 height accuracy estimate available here.
 NO0087
 NO0087.Click photographs - Photos may exist for this station.
 NO0087
 NO0087.The dynamic height is computed by dividing the NAVD 88
 NO0087.geopotential number by the normal gravity value computed on the
 NO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0087.degrees latitude (g = 980.6199 gals.).
 NO0087
 NO0087.The modeled gravity was interpolated from observed gravity values.
 NO0087
 NO0087;                    North         East    Units  Estimated Accuracy
 NO0087;SPC NE       -   293,860.      449,620.      MT  (+/- 180 meters Scaled)
 NO0087
 NO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN674041(NAD 83)
 NO0087
 NO0087                          SUPERSEDED SURVEY CONTROL
 NO0087
 NO0087  NGVD 29 (??/??/92)  900.136  (m)         2953.20   (f) ADJ UNCH    2 0
 NO0087
 NO0087.Superseded values are not recommended for survey control.
 NO0087
 NO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0087.See file dsdata.pdf to determine how the superseded data were derived.
 NO0087
 NO0087_MARKER: DB = BENCH MARK DISK
 NO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0087_STAMPING: F 73 1934
 NO0087_MARK LOGO: CGS
 NO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0087+STABILITY: SURFACE MOTION
 NO0087
 NO0087  HISTORY     - Date     Condition        Report By
 NO0087  HISTORY     - 1934     MONUMENTED       CGS
 NO0087  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0087
 NO0087                          STATION DESCRIPTION
 NO0087
 NO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0087'17.9 MI N FROM BROWNLEE.
 NO0087'ABOUT 17.9 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST
 NO0087'OFFICE AT BROWNLEE, CHERRY COUNTY, AT THE SOUTHEAST CORNER OF A
 NO0087'SMALL YARD OF A WINDMILL AND BUILDING, 27 FEET EAST OF THE WINDMILL,
 NO0087'5.3 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET EAST OF THE
 NO0087'FENCE.  A STANDARD DISK, STAMPED F 73 1934 AND SET IN THE TOP
 NO0087'OF A CONCRETE POST.
 NO0087
 NO0087                          STATION RECOVERY (1984)
 NO0087
 NO0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0018 ***********************************************************************
 MN0018  DESIGNATION -  F 74
 MN0018  PID         -  MN0018
 MN0018  STATE/COUNTY-  NE/GARDEN
 MN0018  COUNTRY     -  US
 MN0018  USGS QUAD   -  HESSEY LAKE (2017)
 MN0018
 MN0018                         *CURRENT SURVEY CONTROL
 MN0018  ______________________________________________________________________
 MN0018* NAD 83(1986) POSITION- 41 51 36.60   (N) 102 20 09.89   (W)   HD_HELD1
 MN0018* NAVD 88 ORTHO HEIGHT -  1181.103 (meters)     3875.00  (feet) ADJUSTED
 MN0018  ______________________________________________________________________
 MN0018  GEOID HEIGHT    -        -19.272 (meters)                     GEOID18
 MN0018  DYNAMIC HEIGHT  -       1180.401 (meters)     3872.70  (feet) COMP
 MN0018  MODELED GRAVITY -    979,987.3   (mgal)                       NAVD 88
 MN0018
 MN0018  VERT ORDER      -  SECOND    CLASS 0
 MN0018
 MN0018.The horizontal coordinates were determined by differentially corrected
 MN0018.hand held GPS observations or other comparable positioning techniques
 MN0018.and have an estimated accuracy of +/- 3 meters.
 MN0018
 MN0018.The orthometric height was determined by differential leveling and
 MN0018.adjusted by the NATIONAL GEODETIC SURVEY
 MN0018.in June 1991.
 MN0018
 MN0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0018.GEOID18 height accuracy estimate available here.
 MN0018
 MN0018.Click photographs - Photos may exist for this station.
 MN0018
 MN0018.The dynamic height is computed by dividing the NAVD 88
 MN0018.geopotential number by the normal gravity value computed on the
 MN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0018.degrees latitude (g = 980.6199 gals.).
 MN0018
 MN0018.The modeled gravity was interpolated from observed gravity values.
 MN0018
 MN0018;                    North         East    Units  Estimated Accuracy
 MN0018;SPC NE       -   227,650.8     306,116.9     MT  (+/- 3 meters HH1 GPS) 
 MN0018
 MN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2111037682(NAD 83)
 MN0018
 MN0018                          SUPERSEDED SURVEY CONTROL
 MN0018
 MN0018  NGVD 29 (??/??/92) 1180.556  (m)         3873.21   (f) ADJ UNCH    2 0
 MN0018
 MN0018.Superseded values are not recommended for survey control.
 MN0018
 MN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0018.See file dsdata.pdf to determine how the superseded data were derived.
 MN0018
 MN0018_MARKER: DB = BENCH MARK DISK
 MN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0018_STAMPING: F 74 1934
 MN0018_MARK LOGO: CGS
 MN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0018+STABILITY: SURFACE MOTION
 MN0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0018+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 MN0018
 MN0018  HISTORY     - Date     Condition        Report By
 MN0018  HISTORY     - 1934     MONUMENTED       CGS
 MN0018  HISTORY     - 1938     GOOD             CGS
 MN0018  HISTORY     - 20121130 GOOD             GCT
 MN0018
 MN0018                          STATION DESCRIPTION
 MN0018
 MN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0018'17 MI S FROM ELLSWORTH.
 MN0018'IN GARDEN COUNTY, 17.0 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0018'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0018'STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.4 MILE NORTH OF THE
 MN0018'H.E. YOUNG RANCH HOUSE, AT THE EAST SIDE OF A DRY LAKE BED, 13
 MN0018'FEET EAST OF THE CENTER OF AN AUTO GATE, 24 FEET WEST OF A
 MN0018'FENCE CORNER, 1-1/2 FEET NORTH OF THE EAST-AND-WEST FENCE, AND
 MN0018'NEAR A POLE.  A STANDARD DISK, STAMPED F 74 1934 AND SET IN THE
 MN0018'TOP OF A CONCRETE POST.
 MN0018
 MN0018                          STATION RECOVERY (1938)
 MN0018
 MN0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0018'RECOVERED IN GOOD CONDITION.
 MN0018
 MN0018                          STATION RECOVERY (2012)
 MN0018
 MN0018'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MN0018'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0088 ***********************************************************************
 NP0088  DESIGNATION -  F 75
 NP0088  PID         -  NP0088
 NP0088  STATE/COUNTY-  NE/SHERIDAN
 NP0088  COUNTRY     -  US
 NP0088  USGS QUAD   -  DOLLY WARDEN LAKE (2017)
 NP0088
 NP0088                         *CURRENT SURVEY CONTROL
 NP0088  ______________________________________________________________________
 NP0088* NAD 83(1986) POSITION- 42 23 47.57   (N) 102 08 02.26   (W)   HD_HELD1
 NP0088* NAVD 88 ORTHO HEIGHT -  1175.023 (meters)     3855.05  (feet) ADJUSTED
 NP0088  ______________________________________________________________________
 NP0088  GEOID HEIGHT    -        -18.488 (meters)                     GEOID18
 NP0088  DYNAMIC HEIGHT  -       1174.404 (meters)     3853.02  (feet) COMP
 NP0088  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 NP0088
 NP0088  VERT ORDER      -  SECOND    CLASS 0
 NP0088
 NP0088.The horizontal coordinates were determined by differentially corrected
 NP0088.hand held GPS observations or other comparable positioning techniques
 NP0088.and have an estimated accuracy of +/- 3 meters.
 NP0088
 NP0088.The orthometric height was determined by differential leveling and
 NP0088.adjusted by the NATIONAL GEODETIC SURVEY
 NP0088.in June 1991.
 NP0088
 NP0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0088.GEOID18 height accuracy estimate available here.
 NP0088
 NP0088.Click photographs - Photos may exist for this station.
 NP0088
 NP0088.The dynamic height is computed by dividing the NAVD 88
 NP0088.geopotential number by the normal gravity value computed on the
 NP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0088.degrees latitude (g = 980.6199 gals.).
 NP0088
 NP0088.The modeled gravity was interpolated from observed gravity values.
 NP0088
 NP0088;                    North         East    Units  Estimated Accuracy
 NP0088;SPC NE       -   286,761.3     324,358.2     MT  (+/- 3 meters HH1 GPS) 
 NP0088
 NP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3588897785(NAD 83)
 NP0088
 NP0088                          SUPERSEDED SURVEY CONTROL
 NP0088
 NP0088  NGVD 29 (??/??/92) 1174.501  (m)         3853.34   (f) ADJ UNCH    2 0
 NP0088
 NP0088.Superseded values are not recommended for survey control.
 NP0088
 NP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0088.See file dsdata.pdf to determine how the superseded data were derived.
 NP0088
 NP0088_MARKER: DB = BENCH MARK DISK
 NP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0088_STAMPING: F 75 1934
 NP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0088+STABILITY: SURFACE MOTION
 NP0088
 NP0088  HISTORY     - Date     Condition        Report By
 NP0088  HISTORY     - 1934     MONUMENTED       CGS
 NP0088
 NP0088                          STATION DESCRIPTION
 NP0088
 NP0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0088'31 MI N FROM ELLSWORTH.
 NP0088'31.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0088'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0088'COUNTY, 5.8 MILES SOUTH OF THE SPRING LAKE RANCH, ON THE NORTH
 NP0088'SHORE OF A LAKE, 32-1/2 FEET WEST OF THE CENTER OF AN AUTO GATE,
 NP0088'3 FEET NORTHEAST OF A FENCE, AND 2-1/2 FEET SOUTH OF ANOTHER
 NP0088'FENCE.  A STANDARD DISK, STAMPED F 75 1934 AND SET IN THE TOP
 NP0088'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0580 ***********************************************************************
 MK0580  DESIGNATION -  F 77
 MK0580  PID         -  MK0580
 MK0580  STATE/COUNTY-  NE/DODGE
 MK0580  COUNTRY     -  US
 MK0580  USGS QUAD   -  FREMONT EAST (2017)
 MK0580
 MK0580                         *CURRENT SURVEY CONTROL
 MK0580  ______________________________________________________________________
 MK0580* NAD 83(1986) POSITION- 41 25 45.     (N) 096 29 44.     (W)   SCALED
 MK0580* NAVD 88 ORTHO HEIGHT -   366.187 (meters)     1201.40  (feet) ADJUSTED
 MK0580  ______________________________________________________________________
 MK0580  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 MK0580  DYNAMIC HEIGHT  -        366.020 (meters)     1200.85  (feet) COMP
 MK0580  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 MK0580
 MK0580  VERT ORDER      -  SECOND    CLASS 0
 MK0580
 MK0580.The horizontal coordinates were scaled from a map and have
 MK0580.an estimated accuracy of +/- 6 seconds.
 MK0580
 MK0580.The orthometric height was determined by differential leveling and
 MK0580.adjusted by the NATIONAL GEODETIC SURVEY
 MK0580.in June 1991.
 MK0580
 MK0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0580.GEOID18 height accuracy estimate available here.
 MK0580
 MK0580.Click photographs - Photos may exist for this station.
 MK0580
 MK0580.The dynamic height is computed by dividing the NAVD 88
 MK0580.geopotential number by the normal gravity value computed on the
 MK0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0580.degrees latitude (g = 980.6199 gals.).
 MK0580
 MK0580.The modeled gravity was interpolated from observed gravity values.
 MK0580
 MK0580;                    North         East    Units  Estimated Accuracy
 MK0580;SPC NE       -   183,110.      792,750.      MT  (+/- 180 meters Scaled)
 MK0580
 MK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092894(NAD 83)
 MK0580
 MK0580                          SUPERSEDED SURVEY CONTROL
 MK0580
 MK0580  NGVD 29 (??/??/92)  366.039  (m)         1200.91   (f) ADJ UNCH    2 0
 MK0580
 MK0580.Superseded values are not recommended for survey control.
 MK0580
 MK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0580.See file dsdata.pdf to determine how the superseded data were derived.
 MK0580
 MK0580_MARKER: DB = BENCH MARK DISK
 MK0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0580_SP_SET: BUILDING
 MK0580_STAMPING: F 77 1934
 MK0580_MARK LOGO: CGS
 MK0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0580
 MK0580  HISTORY     - Date     Condition        Report By
 MK0580  HISTORY     - 1934     MONUMENTED       CGS
 MK0580  HISTORY     - 1950     GOOD             CGS
 MK0580
 MK0580                          STATION DESCRIPTION
 MK0580
 MK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0580'AT FREMONT.
 MK0580'AT FREMONT, DODGE COUNTY, ON THE UNION PACIFIC RAILROAD, IN THE
 MK0580'SOUTH WALL OF THE STATION, 3.8 FEET WEST OF THE SOUTHEAST
 MK0580'CORNER, 14.4 FEET EAST OF THE CENTER OF A DOORWAY, IN THE
 MK0580'LIMESTONE TRIMMING, 44.2 FEET NORTH OF THE NORTH RAIL OF THE
 MK0580'MAIN TRACK, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MK0580'STAMPED F 77 1934 AND SET VERTICALLY.
 MK0580
 MK0580                          STATION RECOVERY (1950)
 MK0580
 MK0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0698 ***********************************************************************
 MJ0698  DESIGNATION -  F 78
 MJ0698  PID         -  MJ0698
 MJ0698  STATE/COUNTY-  NE/SARPY
 MJ0698  COUNTRY     -  US
 MJ0698  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0698
 MJ0698                         *CURRENT SURVEY CONTROL
 MJ0698  ______________________________________________________________________
 MJ0698* NAD 83(1986) POSITION- 41 08 43.     (N) 095 58 26.     (W)   SCALED
 MJ0698* NAVD 88 ORTHO HEIGHT -   299.730 (meters)      983.36  (feet) ADJUSTED
 MJ0698  ______________________________________________________________________
 MJ0698  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 MJ0698  DYNAMIC HEIGHT  -        299.608 (meters)      982.96  (feet) COMP
 MJ0698  MODELED GRAVITY -    980,208.7   (mgal)                       NAVD 88
 MJ0698
 MJ0698  VERT ORDER      -  SECOND    CLASS 0
 MJ0698
 MJ0698.The horizontal coordinates were scaled from a map and have
 MJ0698.an estimated accuracy of +/- 6 seconds.
 MJ0698
 MJ0698.The orthometric height was determined by differential leveling and
 MJ0698.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0698.in June 1991.
 MJ0698
 MJ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0698.GEOID18 height accuracy estimate available here.
 MJ0698
 MJ0698.Click photographs - Photos may exist for this station.
 MJ0698
 MJ0698.The dynamic height is computed by dividing the NAVD 88
 MJ0698.geopotential number by the normal gravity value computed on the
 MJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0698.degrees latitude (g = 980.6199 gals.).
 MJ0698
 MJ0698.The modeled gravity was interpolated from observed gravity values.
 MJ0698
 MJ0698;                    North         East    Units  Estimated Accuracy
 MJ0698;SPC NE       -   153,530.      837,760.      MT  (+/- 180 meters Scaled)
 MJ0698
 MJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504591(NAD 83)
 MJ0698
 MJ0698                          SUPERSEDED SURVEY CONTROL
 MJ0698
 MJ0698  NGVD 29 (??/??/92)  299.627  (m)          983.03   (f) ADJ UNCH    2 0
 MJ0698
 MJ0698.Superseded values are not recommended for survey control.
 MJ0698
 MJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0698.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0698
 MJ0698_MARKER: DB = BENCH MARK DISK
 MJ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0698_STAMPING: F 78 1934
 MJ0698_MARK LOGO: CGS
 MJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0698+STABILITY: SURFACE MOTION
 MJ0698
 MJ0698  HISTORY     - Date     Condition        Report By
 MJ0698  HISTORY     - 1934     MONUMENTED       CGS
 MJ0698  HISTORY     - 1955     MARK NOT FOUND   CGS
 MJ0698
 MJ0698                          STATION DESCRIPTION
 MJ0698
 MJ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MJ0698'1.2 MI W FROM GILMORE.
 MJ0698'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0698'AT GILMORE, SARPY COUNTY, 0.3 MILE WEST OF A ROAD CROSSING, 250
 MJ0698'FEET EAST OF MILEPOST 13, 40.6 FEET SOUTH OF THE SOUTH RAIL OF
 MJ0698'THE TRACK, AND 3.7 FEET NORTH OF A FENCE.  A STANDARD DISK,
 MJ0698'STAMPED F 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0214 ***********************************************************************
 MM0214  DESIGNATION -  F 8
 MM0214  PID         -  MM0214
 MM0214  STATE/COUNTY-  NE/KEITH
 MM0214  COUNTRY     -  US
 MM0214  USGS QUAD   -  KEYSTONE (2017)
 MM0214
 MM0214                         *CURRENT SURVEY CONTROL
 MM0214  ______________________________________________________________________
 MM0214* NAD 83(1986) POSITION- 41 07 43.     (N) 101 33 41.     (W)   SCALED
 MM0214* NAVD 88 ORTHO HEIGHT -   960.471 (meters)     3151.15  (feet) ADJUSTED
 MM0214  ______________________________________________________________________
 MM0214  GEOID HEIGHT    -        -21.214 (meters)                     GEOID18
 MM0214  DYNAMIC HEIGHT  -        959.883 (meters)     3149.22  (feet) COMP
 MM0214  MODELED GRAVITY -    979,978.5   (mgal)                       NAVD 88
 MM0214
 MM0214  VERT ORDER      -  FIRST     CLASS II
 MM0214
 MM0214.The horizontal coordinates were scaled from a map and have
 MM0214.an estimated accuracy of +/- 6 seconds.
 MM0214
 MM0214.The orthometric height was determined by differential leveling and
 MM0214.adjusted by the NATIONAL GEODETIC SURVEY
 MM0214.in June 1991.
 MM0214
 MM0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0214.GEOID18 height accuracy estimate available here.
 MM0214
 MM0214.Click photographs - Photos may exist for this station.
 MM0214
 MM0214.The dynamic height is computed by dividing the NAVD 88
 MM0214.geopotential number by the normal gravity value computed on the
 MM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0214.degrees latitude (g = 980.6199 gals.).
 MM0214
 MM0214.The modeled gravity was interpolated from observed gravity values.
 MM0214
 MM0214;                    North         East    Units  Estimated Accuracy
 MM0214;SPC NE       -   144,990.      368,940.      MT  (+/- 180 meters Scaled)
 MM0214
 MM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL849561(NAD 83)
 MM0214
 MM0214                          SUPERSEDED SURVEY CONTROL
 MM0214
 MM0214  NGVD 29 (02/14/92)  960.053  (m)         3149.77   (f) ADJUSTED    1 2
 MM0214  NGVD 29 (??/??/87)  960.053  (m)         3149.77   (f) SUPERSEDED  1 2
 MM0214
 MM0214.Superseded values are not recommended for survey control.
 MM0214
 MM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0214.See file dsdata.pdf to determine how the superseded data were derived.
 MM0214
 MM0214_MARKER: DB = BENCH MARK DISK
 MM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0214_STAMPING: F 8 1933 3149.774
 MM0214_MARK LOGO: CGS
 MM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0214+STABILITY: SURFACE MOTION
 MM0214
 MM0214  HISTORY     - Date     Condition        Report By
 MM0214  HISTORY     - 1933     MONUMENTED       CGS
 MM0214  HISTORY     - 1941     GOOD             CGS
 MM0214  HISTORY     - 1981     GOOD             NEDR
 MM0214  HISTORY     - 1986     GOOD             NGS
 MM0214  HISTORY     - 19980710 MARK NOT FOUND   USPSQD
 MM0214
 MM0214                          STATION DESCRIPTION
 MM0214
 MM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0214'8.3 MI E FROM OGALLALA.
 MM0214'ABOUT 8.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0214'OGALLALA, KEITH COUNTY, ABOUT 23 POLES WEST OF MILEPOST 326,
 MM0214'AT A PRIVATE-ROAD CROSSING, 23 FEET EAST OF THE CENTER LINE OF
 MM0214'THE ROAD, ABOUT 259 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MM0214'30, 80 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND
 MM0214'4.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0214'STAMPED 3149.774 F 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0214'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0214
 MM0214                          STATION RECOVERY (1941)
 MM0214
 MM0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MM0214'RECOVERED IN GOOD CONDITION.
 MM0214
 MM0214                          STATION RECOVERY (1981)
 MM0214
 MM0214'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0214'RECOVERED IN GOOD CONDITION.
 MM0214
 MM0214                          STATION RECOVERY (1986)
 MM0214
 MM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.5 KM (8.35
 MM0214'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0214'STATE ROUTE 61 AT OGALLALA, 8.3 METERS (27 FT) EAST OF THE CENTER OF
 MM0214'AN IRON GATE, 18.9 METERS (62 FT) WEST OF A DOUBLE BRACED TELEGRAPH
 MM0214'POLE AND 0.3 METER (1 FT) SOUTH OF A METAL WITNESS POST.
 MM0214
 MM0214                          STATION RECOVERY (1998)
 MM0214
 MM0214'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0377 ***********************************************************************
 LG0377  DESIGNATION -  F 80 RESET
 LG0377  PID         -  LG0377
 LG0377  STATE/COUNTY-  NE/LANCASTER
 LG0377  COUNTRY     -  US
 LG0377  USGS QUAD   -  LINCOLN (2017)
 LG0377
 LG0377                         *CURRENT SURVEY CONTROL
 LG0377  ______________________________________________________________________
 LG0377* NAD 83(1986) POSITION- 40 50 25.0    (N) 096 40 28.2    (W)   HD_HELD2
 LG0377* NAVD 88 ORTHO HEIGHT -   350.99  (meters)     1151.5   (feet) RESET
 LG0377  ______________________________________________________________________
 LG0377  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 LG0377  VERT ORDER      -  THIRD
 LG0377
 LG0377.The horizontal coordinates were established by autonomous hand held GPS
 LG0377.observations and have an estimated accuracy of +/- 10 meters.
 LG0377
 LG0377.The orthometric height was computed from unverified reset data.
 LG0377
 LG0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0377.GEOID18 height accuracy estimate available here.
 LG0377
 LG0377.Click photographs - Photos may exist for this station.
 LG0377
 LG0377;                    North         East    Units  Estimated Accuracy
 LG0377;SPC NE       -   117,190.      780,320.      MT  (+/- 10 meters HH2 GPS)
 LG0377
 LG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9605723629(NAD 83)
 LG0377
 LG0377                          SUPERSEDED SURVEY CONTROL
 LG0377
 LG0377  NGVD 29 (??/??/??)  350.89   (m)         1151.2    (f) RESET       3  
 LG0377
 LG0377.Superseded values are not recommended for survey control.
 LG0377
 LG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0377.See file dsdata.pdf to determine how the superseded data were derived.
 LG0377
 LG0377_MARKER: DB = BENCH MARK DISK
 LG0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0377_SP_SET: BRIDGE PARAPET
 LG0377_STAMPING: F 80 RESET 1958
 LG0377_MARK LOGO: CGS
 LG0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0377+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2007
 LG0377
 LG0377  HISTORY     - Date     Condition        Report By
 LG0377  HISTORY     - 1958     MONUMENTED       CBQRR
 LG0377  HISTORY     - 1990     GOOD             USPSQD
 LG0377  HISTORY     - 20010815 GOOD             USPSQD
 LG0377  HISTORY     - 20040803 GOOD             USPSQD
 LG0377  HISTORY     - 20070110 GOOD             NEDR
 LG0377
 LG0377                          STATION DESCRIPTION
 LG0377
 LG0377'DESCRIBED BY BURLINGTON RAILROAD 1958
 LG0377'2.1 MI SW FROM HAVELOCK.
 LG0377'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0377'RAILROAD FROM THE STATION AT HAVELOCK, 528 FEET NORTHEAST OF
 LG0377'MILEPOST 57, MIDWAY BETWEEN THIRTY-FIRST AND THIRTY-SECOND STREETS,
 LG0377'AT BRIDGE 56.91, IN THE TOP OF THE NORTH END OF THE EAST PARAPET,
 LG0377'10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT THE SAME
 LG0377'ELEVATION AS THE TOP OF THE RAIL.
 LG0377
 LG0377                          STATION RECOVERY (1990)
 LG0377
 LG0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0377'RECOVERED IN GOOD CONDITION.
 LG0377
 LG0377                          STATION RECOVERY (2001)
 LG0377
 LG0377'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0377'RECOVERED IN GOOD CONDITION.
 LG0377
 LG0377                          STATION RECOVERY (2004)
 LG0377
 LG0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0377'RECOVERED IN GOOD CONDITION.
 LG0377
 LG0377                          STATION RECOVERY (2007)
 LG0377
 LG0377'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0534 ***********************************************************************
 LG0534  DESIGNATION -  F 81
 LG0534  PID         -  LG0534
 LG0534  STATE/COUNTY-  NE/SEWARD
 LG0534  COUNTRY     -  US
 LG0534  USGS QUAD   -  SEWARD (2017)
 LG0534
 LG0534                         *CURRENT SURVEY CONTROL
 LG0534  ______________________________________________________________________
 LG0534* NAD 83(1986) POSITION- 40 59 15.     (N) 097 04 05.     (W)   SCALED
 LG0534* NAVD 88 ORTHO HEIGHT -   461.032 (meters)     1512.57  (feet) ADJUSTED
 LG0534  ______________________________________________________________________
 LG0534  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 LG0534  DYNAMIC HEIGHT  -        460.795 (meters)     1511.79  (feet) COMP
 LG0534  MODELED GRAVITY -    980,095.4   (mgal)                       NAVD 88
 LG0534
 LG0534  VERT ORDER      -  SECOND    CLASS 0
 LG0534
 LG0534.The horizontal coordinates were scaled from a map and have
 LG0534.an estimated accuracy of +/- 6 seconds.
 LG0534
 LG0534.The orthometric height was determined by differential leveling and
 LG0534.adjusted by the NATIONAL GEODETIC SURVEY
 LG0534.in June 1991.
 LG0534
 LG0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0534.GEOID18 height accuracy estimate available here.
 LG0534
 LG0534.Click photographs - Photos may exist for this station.
 LG0534
 LG0534.The dynamic height is computed by dividing the NAVD 88
 LG0534.geopotential number by the normal gravity value computed on the
 LG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0534.degrees latitude (g = 980.6199 gals.).
 LG0534
 LG0534.The modeled gravity was interpolated from observed gravity values.
 LG0534
 LG0534;                    North         East    Units  Estimated Accuracy
 LG0534;SPC NE       -   132,330.      746,610.      MT  (+/- 180 meters Scaled)
 LG0534
 LG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL625391(NAD 83)
 LG0534
 LG0534                          SUPERSEDED SURVEY CONTROL
 LG0534
 LG0534  NGVD 29 (??/??/92)  460.852  (m)         1511.98   (f) ADJ UNCH    2 0
 LG0534
 LG0534.Superseded values are not recommended for survey control.
 LG0534
 LG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0534.See file dsdata.pdf to determine how the superseded data were derived.
 LG0534
 LG0534_MARKER: DB = BENCH MARK DISK
 LG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0534_STAMPING: F 81 1935
 LG0534_MARK LOGO: CGS
 LG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0534+STABILITY: SURFACE MOTION
 LG0534
 LG0534  HISTORY     - Date     Condition        Report By
 LG0534  HISTORY     - 1935     MONUMENTED       CGS
 LG0534
 LG0534                          STATION DESCRIPTION
 LG0534
 LG0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0534'1.5 MI S FROM BEE.
 LG0534'1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0534'THE STATION AT BEE, SEWARD COUNTY, 400 FEET SOUTH OF AN OVERPASS,
 LG0534'65.4 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 55.6 FEET
 LG0534'WEST OF THE WEST RAIL, AND 1.8 FEET EAST OF A FENCE.  A STANDARD
 LG0534'DISK, STAMPED F 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0383 ***********************************************************************
 LG0383  DESIGNATION -  F 82
 LG0383  PID         -  LG0383
 LG0383  STATE/COUNTY-  NE/LANCASTER
 LG0383  COUNTRY     -  US
 LG0383  USGS QUAD   -  DAVEY (2017)
 LG0383
 LG0383                         *CURRENT SURVEY CONTROL
 LG0383  ______________________________________________________________________
 LG0383* NAD 83(1986) POSITION- 40 53 20.     (N) 096 40 22.     (W)   SCALED
 LG0383* NAVD 88 ORTHO HEIGHT -   352.215 (meters)     1155.56  (feet) ADJUSTED
 LG0383  ______________________________________________________________________
 LG0383  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 LG0383  DYNAMIC HEIGHT  -        352.061 (meters)     1155.05  (feet) COMP
 LG0383  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 LG0383
 LG0383  VERT ORDER      -  SECOND    CLASS 0
 LG0383
 LG0383.The horizontal coordinates were scaled from a map and have
 LG0383.an estimated accuracy of +/- 6 seconds.
 LG0383
 LG0383.The orthometric height was determined by differential leveling and
 LG0383.adjusted by the NATIONAL GEODETIC SURVEY
 LG0383.in June 1991.
 LG0383
 LG0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0383.GEOID18 height accuracy estimate available here.
 LG0383
 LG0383.Click photographs - Photos may exist for this station.
 LG0383
 LG0383.The dynamic height is computed by dividing the NAVD 88
 LG0383.geopotential number by the normal gravity value computed on the
 LG0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0383.degrees latitude (g = 980.6199 gals.).
 LG0383
 LG0383.The modeled gravity was interpolated from observed gravity values.
 LG0383
 LG0383;                    North         East    Units  Estimated Accuracy
 LG0383;SPC NE       -   122,590.      780,260.      MT  (+/- 180 meters Scaled)
 LG0383
 LG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL960290(NAD 83)
 LG0383
 LG0383                          SUPERSEDED SURVEY CONTROL
 LG0383
 LG0383  NGVD 29 (??/??/92)  352.111  (m)         1155.22   (f) ADJ UNCH    2 0
 LG0383
 LG0383.Superseded values are not recommended for survey control.
 LG0383
 LG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0383.See file dsdata.pdf to determine how the superseded data were derived.
 LG0383
 LG0383_MARKER: DB = BENCH MARK DISK
 LG0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0383_STAMPING: F 82 1935
 LG0383_MARK LOGO: CGS
 LG0383_PROJECTION: FLUSH
 LG0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0383+STABILITY: SURFACE MOTION
 LG0383
 LG0383  HISTORY     - Date     Condition        Report By
 LG0383  HISTORY     - 1935     MONUMENTED       CGS
 LG0383  HISTORY     - 1963     MARK NOT FOUND   CGS
 LG0383
 LG0383                          STATION DESCRIPTION
 LG0383
 LG0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0383'0.4 MI S FROM ARBOR.
 LG0383'0.4 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0383'THE STATION AT ARBOR, LANCASTER COUNTY, 0.3 MILE SOUTH OF A
 LG0383'GRAVEL-ROAD CROSSING, AT THE SOUTH END OF A BLUFF, 51 FEET WEST
 LG0383'OF THE WEST RAIL, 4 FEET EAST OF A FENCE, AND ABOUT 6 FEET HIGHER
 LG0383'THAN THE RAIL.  A STANDARD DISK, STAMPED F 82 1935 AND SET IN
 LG0383'THE TOP OF A CONCRETE POST FLUSH WTIH THE GROUND.
 LG0383
 LG0383                          STATION RECOVERY (1963)
 LG0383
 LG0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0493 ***********************************************************************
 LG0493  DESIGNATION -  F 83
 LG0493  PID         -  LG0493
 LG0493  STATE/COUNTY-  NE/SEWARD
 LG0493  COUNTRY     -  US
 LG0493  USGS QUAD   -  GOEHNER (2017)
 LG0493
 LG0493                         *CURRENT SURVEY CONTROL
 LG0493  ______________________________________________________________________
 LG0493* NAD 83(1986) POSITION- 40 50 03.     (N) 097 13 17.     (W)   SCALED
 LG0493* NAVD 88 ORTHO HEIGHT -   471.715 (meters)     1547.62  (feet) ADJUSTED
 LG0493  ______________________________________________________________________
 LG0493  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 LG0493  DYNAMIC HEIGHT  -        471.463 (meters)     1546.79  (feet) COMP
 LG0493  MODELED GRAVITY -    980,075.4   (mgal)                       NAVD 88
 LG0493
 LG0493  VERT ORDER      -  SECOND    CLASS 0
 LG0493
 LG0493.The horizontal coordinates were scaled from a map and have
 LG0493.an estimated accuracy of +/- 6 seconds.
 LG0493
 LG0493.The orthometric height was determined by differential leveling and
 LG0493.adjusted by the NATIONAL GEODETIC SURVEY
 LG0493.in June 1991.
 LG0493
 LG0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0493.GEOID18 height accuracy estimate available here.
 LG0493
 LG0493.Click photographs - Photos may exist for this station.
 LG0493
 LG0493.The dynamic height is computed by dividing the NAVD 88
 LG0493.geopotential number by the normal gravity value computed on the
 LG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0493.degrees latitude (g = 980.6199 gals.).
 LG0493
 LG0493.The modeled gravity was interpolated from observed gravity values.
 LG0493
 LG0493;                    North         East    Units  Estimated Accuracy
 LG0493;SPC NE       -   114,890.      734,260.      MT  (+/- 180 meters Scaled)
 LG0493
 LG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL499218(NAD 83)
 LG0493
 LG0493                          SUPERSEDED SURVEY CONTROL
 LG0493
 LG0493  NGVD 29 (??/??/92)  471.532  (m)         1547.02   (f) ADJ UNCH    2 0
 LG0493
 LG0493.Superseded values are not recommended for survey control.
 LG0493
 LG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0493.See file dsdata.pdf to determine how the superseded data were derived.
 LG0493
 LG0493_MARKER: DB = BENCH MARK DISK
 LG0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0493_STAMPING: F 83 1935
 LG0493_MARK LOGO: CGS
 LG0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0493+STABILITY: SURFACE MOTION
 LG0493
 LG0493  HISTORY     - Date     Condition        Report By
 LG0493  HISTORY     - 1935     MONUMENTED       CGS
 LG0493  HISTORY     - 1938     GOOD             CGS
 LG0493
 LG0493                          STATION DESCRIPTION
 LG0493
 LG0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0493'AT GOEHNER.
 LG0493'AT GOEHNER, SEWARD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LG0493'RAILWAY, 191.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0493'STATION, 58.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 LG0493'TRACK, AND 2.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 LG0493'DISK, STAMPED F 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0493
 LG0493                          STATION RECOVERY (1938)
 LG0493
 LG0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1620 ***********************************************************************
 MK1620  DESIGNATION -  F 84
 MK1620  PID         -  MK1620
 MK1620  STATE/COUNTY-  NE/BOONE
 MK1620  COUNTRY     -  US
 MK1620  USGS QUAD   -  ALBION EAST (2017)
 MK1620
 MK1620                         *CURRENT SURVEY CONTROL
 MK1620  ______________________________________________________________________
 MK1620* NAD 83(1986) POSITION- 41 40 35.     (N) 097 58 41.     (W)   SCALED
 MK1620* NAVD 88 ORTHO HEIGHT -   528.067 (meters)     1732.50  (feet) ADJUSTED
 MK1620  ______________________________________________________________________
 MK1620  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 MK1620  DYNAMIC HEIGHT  -        527.839 (meters)     1731.75  (feet) COMP
 MK1620  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 MK1620
 MK1620  VERT ORDER      -  SECOND    CLASS 0
 MK1620
 MK1620.The horizontal coordinates were scaled from a map and have
 MK1620.an estimated accuracy of +/- 6 seconds.
 MK1620
 MK1620.The orthometric height was determined by differential leveling and
 MK1620.adjusted by the NATIONAL GEODETIC SURVEY
 MK1620.in June 1991.
 MK1620
 MK1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1620.GEOID18 height accuracy estimate available here.
 MK1620
 MK1620.Click photographs - Photos may exist for this station.
 MK1620
 MK1620.The dynamic height is computed by dividing the NAVD 88
 MK1620.geopotential number by the normal gravity value computed on the
 MK1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1620.degrees latitude (g = 980.6199 gals.).
 MK1620
 MK1620.The modeled gravity was interpolated from observed gravity values.
 MK1620
 MK1620;                    North         East    Units  Estimated Accuracy
 MK1620;SPC NE       -   206,590.      668,290.      MT  (+/- 180 meters Scaled)
 MK1620
 MK1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM850143(NAD 83)
 MK1620
 MK1620                          SUPERSEDED SURVEY CONTROL
 MK1620
 MK1620  NGVD 29 (??/??/92)  527.858  (m)         1731.81   (f) ADJ UNCH    2 0
 MK1620
 MK1620.Superseded values are not recommended for survey control.
 MK1620
 MK1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1620.See file dsdata.pdf to determine how the superseded data were derived.
 MK1620
 MK1620_MARKER: DB = BENCH MARK DISK
 MK1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1620_STAMPING: F 84 1935
 MK1620_MARK LOGO: CGS
 MK1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1620+STABILITY: SURFACE MOTION
 MK1620
 MK1620  HISTORY     - Date     Condition        Report By
 MK1620  HISTORY     - 1935     MONUMENTED       CGS
 MK1620  HISTORY     - 1939     GOOD             CGS
 MK1620
 MK1620                          STATION DESCRIPTION
 MK1620
 MK1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1620'1.4 MI S FROM ALBION.
 MK1620'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1620'AND HUMPHREY, AT CROSS ROAD, 49.4 FEET EAST OF THE EAST RAIL,
 MK1620'43.3 FEET EAST OF BRIDGE NO. D-182 2/5, 3.8 FEET SOUTH OF FENCE.
 MK1620
 MK1620                          STATION RECOVERY (1939)
 MK1620
 MK1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 MK1620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1651 ***********************************************************************
 MK1651  DESIGNATION -  F 85
 MK1651  PID         -  MK1651
 MK1651  STATE/COUNTY-  NE/BOONE
 MK1651  COUNTRY     -  US
 MK1651  USGS QUAD   -  SAINT EDWARD (2017)
 MK1651
 MK1651                         *CURRENT SURVEY CONTROL
 MK1651  ______________________________________________________________________
 MK1651* NAD 83(1986) POSITION- 41 34 28.     (N) 097 52 02.     (W)   SCALED
 MK1651* NAVD 88 ORTHO HEIGHT -   506.556 (meters)     1661.93  (feet) ADJUSTED
 MK1651  ______________________________________________________________________
 MK1651  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 MK1651  DYNAMIC HEIGHT  -        506.339 (meters)     1661.21  (feet) COMP
 MK1651  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 MK1651
 MK1651  VERT ORDER      -  SECOND    CLASS 0
 MK1651
 MK1651.The horizontal coordinates were scaled from a map and have
 MK1651.an estimated accuracy of +/- 6 seconds.
 MK1651
 MK1651.The orthometric height was determined by differential leveling and
 MK1651.adjusted by the NATIONAL GEODETIC SURVEY
 MK1651.in June 1991.
 MK1651
 MK1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1651.GEOID18 height accuracy estimate available here.
 MK1651
 MK1651.Click photographs - Photos may exist for this station.
 MK1651
 MK1651.The dynamic height is computed by dividing the NAVD 88
 MK1651.geopotential number by the normal gravity value computed on the
 MK1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1651.degrees latitude (g = 980.6199 gals.).
 MK1651
 MK1651.The modeled gravity was interpolated from observed gravity values.
 MK1651
 MK1651;                    North         East    Units  Estimated Accuracy
 MK1651;SPC NE       -   195,500.      677,800.      MT  (+/- 180 meters Scaled)
 MK1651
 MK1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM944031(NAD 83)
 MK1651
 MK1651                          SUPERSEDED SURVEY CONTROL
 MK1651
 MK1651  NGVD 29 (??/??/92)  506.354  (m)         1661.26   (f) ADJ UNCH    2 0
 MK1651
 MK1651.Superseded values are not recommended for survey control.
 MK1651
 MK1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1651.See file dsdata.pdf to determine how the superseded data were derived.
 MK1651
 MK1651_MARKER: DB = BENCH MARK DISK
 MK1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1651_STAMPING: F 85 1935
 MK1651_MARK LOGO: CGS
 MK1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1651+STABILITY: SURFACE MOTION
 MK1651
 MK1651  HISTORY     - Date     Condition        Report By
 MK1651  HISTORY     - 1935     MONUMENTED       CGS
 MK1651  HISTORY     - 1950     GOOD             CGS
 MK1651
 MK1651                          STATION DESCRIPTION
 MK1651
 MK1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1651'0.3 MI N FROM ST EDWARDS.
 MK1651'ALONG THE UNION PACIIC RAILWAY BETWEEN ALBION AND ST. EDWARDS,
 MK1651'0.3 MILE NORTH OF STATE HIGHWAY NO. 56, ABOUT 131 FEET SOUTHEAST
 MK1651'OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 64.7 FEET NORTHWEST
 MK1651'OF A RAILROAD CROSSING, 38.4 FEET NORTH OF THE CENTER LINE OF ROAD,
 MK1651'25.2 FEET WEST OF THE WEST RAIL.
 MK1651
 MK1651                          STATION RECOVERY (1950)
 MK1651
 MK1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0247 ***********************************************************************
 ML0247  DESIGNATION -  F 86
 ML0247  PID         -  ML0247
 ML0247  STATE/COUNTY-  NE/BOONE
 ML0247  COUNTRY     -  US
 ML0247  USGS QUAD   -  BELGRADE (2017)
 ML0247
 ML0247                         *CURRENT SURVEY CONTROL
 ML0247  ______________________________________________________________________
 ML0247* NAD 83(1986) POSITION- 41 29 48.99   (N) 098 05 59.99   (W)   HD_HELD1
 ML0247* NAVD 88 ORTHO HEIGHT -   535.871 (meters)     1758.10  (feet) ADJUSTED
 ML0247  ______________________________________________________________________
 ML0247  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 ML0247  DYNAMIC HEIGHT  -        535.618 (meters)     1757.27  (feet) COMP
 ML0247  MODELED GRAVITY -    980,134.5   (mgal)                       NAVD 88
 ML0247
 ML0247  VERT ORDER      -  SECOND    CLASS 0
 ML0247
 ML0247.The horizontal coordinates were determined by differentially corrected
 ML0247.hand held GPS observations or other comparable positioning techniques
 ML0247.and have an estimated accuracy of +/- 3 meters.
 ML0247
 ML0247.The orthometric height was determined by differential leveling and
 ML0247.adjusted by the NATIONAL GEODETIC SURVEY
 ML0247.in June 1991.
 ML0247
 ML0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0247.GEOID18 height accuracy estimate available here.
 ML0247
 ML0247.Click photographs - Photos may exist for this station.
 ML0247
 ML0247.The dynamic height is computed by dividing the NAVD 88
 ML0247.geopotential number by the normal gravity value computed on the
 ML0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0247.degrees latitude (g = 980.6199 gals.).
 ML0247
 ML0247.The modeled gravity was interpolated from observed gravity values.
 ML0247
 ML0247;                    North         East    Units  Estimated Accuracy
 ML0247;SPC NE       -   186,445.1     658,583.5     MT  (+/- 3 meters HH1 GPS) 
 ML0247
 ML0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7512094315(NAD 83)
 ML0247
 ML0247                          SUPERSEDED SURVEY CONTROL
 ML0247
 ML0247  NGVD 29 (??/??/92)  535.640  (m)         1757.35   (f) ADJ UNCH    2 0
 ML0247
 ML0247.Superseded values are not recommended for survey control.
 ML0247
 ML0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0247.See file dsdata.pdf to determine how the superseded data were derived.
 ML0247
 ML0247_MARKER: DB = BENCH MARK DISK
 ML0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0247_STAMPING: F 86 1935
 ML0247_MARK LOGO: CGS
 ML0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0247+STABILITY: SURFACE MOTION
 ML0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0247+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2011
 ML0247
 ML0247  HISTORY     - Date     Condition        Report By
 ML0247  HISTORY     - 1935     MONUMENTED       CGS
 ML0247  HISTORY     - 20110125 GOOD             NEDR
 ML0247
 ML0247                          STATION DESCRIPTION
 ML0247
 ML0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0247'2.1 MI N FROM BELGRADE.
 ML0247'2.1 MILES NORTH OF BELGRADE.  ALONG THE UNION PACIFIC RAILWAY
 ML0247'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, 0.3 MILES NORTH OF
 ML0247'FARM HOUSE, ABOUT 1000 FEET NORTH OF MILE POST NO. 25 116.7
 ML0247'FEET SOUTHWEST OF CULVERT NO. 25.25, 28.4 FEET WEST OF THE WEST
 ML0247'RAIL, 17.8 FEET EAST OF FENCE, 17.3 FEET SOUTHEAST OF THE CENTER
 ML0247'LINE OF ROAD.
 ML0247
 ML0247                          STATION RECOVERY (2011)
 ML0247
 ML0247'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 ML0247'41 29 48.99N  98 05 59.99W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0106 ***********************************************************************
 LG0106  DESIGNATION -  F 88
 LG0106  PID         -  LG0106
 LG0106  STATE/COUNTY-  NE/CASS
 LG0106  COUNTRY     -  US
 LG0106  USGS QUAD   -  AVOCA (2017)
 LG0106
 LG0106                         *CURRENT SURVEY CONTROL
 LG0106  ______________________________________________________________________
 LG0106* NAD 83(1986) POSITION- 40 50 21.     (N) 096 01 21.     (W)   SCALED
 LG0106* NAVD 88 ORTHO HEIGHT -   311.851 (meters)     1023.13  (feet) ADJUSTED
 LG0106  ______________________________________________________________________
 LG0106  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 LG0106  DYNAMIC HEIGHT  -        311.715 (meters)     1022.69  (feet) COMP
 LG0106  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 LG0106
 LG0106  VERT ORDER      -  SECOND    CLASS 0
 LG0106
 LG0106.The horizontal coordinates were scaled from a map and have
 LG0106.an estimated accuracy of +/- 6 seconds.
 LG0106
 LG0106.The orthometric height was determined by differential leveling and
 LG0106.adjusted by the NATIONAL GEODETIC SURVEY
 LG0106.in June 1991.
 LG0106
 LG0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0106.GEOID18 height accuracy estimate available here.
 LG0106
 LG0106.Click photographs - Photos may exist for this station.
 LG0106
 LG0106.The dynamic height is computed by dividing the NAVD 88
 LG0106.geopotential number by the normal gravity value computed on the
 LG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0106.degrees latitude (g = 980.6199 gals.).
 LG0106
 LG0106.The modeled gravity was interpolated from observed gravity values.
 LG0106
 LG0106;                    North         East    Units  Estimated Accuracy
 LG0106;SPC NE       -   119,390.      835,250.      MT  (+/- 180 meters Scaled)
 LG0106
 LG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL510251(NAD 83)
 LG0106
 LG0106                          SUPERSEDED SURVEY CONTROL
 LG0106
 LG0106  NGVD 29 (??/??/92)  311.759  (m)         1022.83   (f) ADJ UNCH    2 0
 LG0106
 LG0106.Superseded values are not recommended for survey control.
 LG0106
 LG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0106.See file dsdata.pdf to determine how the superseded data were derived.
 LG0106
 LG0106_MARKER: DB = BENCH MARK DISK
 LG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0106_STAMPING: F 88 1935
 LG0106_MARK LOGO: CGS
 LG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0106+STABILITY: SURFACE MOTION
 LG0106
 LG0106  HISTORY     - Date     Condition        Report By
 LG0106  HISTORY     - 1935     MONUMENTED       CGS
 LG0106  HISTORY     - 1947     GOOD             CGS
 LG0106  HISTORY     - 1950     GOOD             CGS
 LG0106
 LG0106                          STATION DESCRIPTION
 LG0106
 LG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0106'1.8 MI W FROM NEHAWKA.
 LG0106'1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0106'STATION AT NEHAWKA, 31.0 FEET NORTH OF AND 4.0 FEET HIGHER THAN
 LG0106'THE CENTER LINE OF THE RAILROAD, 19.0 FEET EAST OF THE CENTER
 LG0106'LINE OF A PRIVATE ROAD, 19.0 FEET SOUTH OF A FENCE, 10.0 FEET
 LG0106'NORTHWEST OF MILEPOST 453/15, 1.0 FOOT SOUTH OF A REFERENCE
 LG0106'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 LG0106'ABOVE THE GROUND.
 LG0106
 LG0106                          STATION RECOVERY (1950)
 LG0106
 LG0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0077 ***********************************************************************
 MN0077  DESIGNATION -  F 9
 MN0077  PID         -  MN0077
 MN0077  STATE/COUNTY-  NE/CHEYENNE
 MN0077  COUNTRY     -  US
 MN0077  USGS QUAD   -  SIDNEY (2017)
 MN0077
 MN0077                         *CURRENT SURVEY CONTROL
 MN0077  ______________________________________________________________________
 MN0077* NAD 83(1986) POSITION- 41 08 02.     (N) 102 59 25.     (W)   SCALED
 MN0077* NAVD 88 ORTHO HEIGHT -  1251.195 (meters)     4104.96  (feet) ADJUSTED
 MN0077  ______________________________________________________________________
 MN0077  GEOID HEIGHT    -        -19.774 (meters)                     GEOID18
 MN0077  DYNAMIC HEIGHT  -       1250.313 (meters)     4102.07  (feet) COMP
 MN0077  MODELED GRAVITY -    979,875.6   (mgal)                       NAVD 88
 MN0077
 MN0077  VERT ORDER      -  FIRST     CLASS II
 MN0077
 MN0077.The horizontal coordinates were scaled from a map and have
 MN0077.an estimated accuracy of +/- 6 seconds.
 MN0077
 MN0077.The orthometric height was determined by differential leveling and
 MN0077.adjusted by the NATIONAL GEODETIC SURVEY
 MN0077.in June 1991.
 MN0077
 MN0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0077.GEOID18 height accuracy estimate available here.
 MN0077
 MN0077.Click photographs - Photos may exist for this station.
 MN0077
 MN0077.The dynamic height is computed by dividing the NAVD 88
 MN0077.geopotential number by the normal gravity value computed on the
 MN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0077.degrees latitude (g = 980.6199 gals.).
 MN0077
 MN0077.The modeled gravity was interpolated from observed gravity values.
 MN0077
 MN0077;                    North         East    Units  Estimated Accuracy
 MN0077;SPC NE       -   148,740.      249,050.      MT  (+/- 180 meters Scaled)
 MN0077
 MN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF686555(NAD 83)
 MN0077
 MN0077                          SUPERSEDED SURVEY CONTROL
 MN0077
 MN0077  NGVD 29 (??/??/92) 1250.600  (m)         4103.01   (f) ADJ UNCH    1 2
 MN0077
 MN0077.Superseded values are not recommended for survey control.
 MN0077
 MN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0077.See file dsdata.pdf to determine how the superseded data were derived.
 MN0077
 MN0077_MARKER: DB = BENCH MARK DISK
 MN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0077_STAMPING: 4103.010 F 9 1933
 MN0077_MARK LOGO: CGS
 MN0077_PROJECTION: RECESSED 10 CENTIMETERS
 MN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0077+STABILITY: SURFACE MOTION
 MN0077
 MN0077  HISTORY     - Date     Condition        Report By
 MN0077  HISTORY     - 1933     MONUMENTED       CGS
 MN0077  HISTORY     - 1934     GOOD             CGS
 MN0077  HISTORY     - 1965     GOOD             CGS
 MN0077  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0077
 MN0077                          STATION DESCRIPTION
 MN0077
 MN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0077'0.7 MI SW FROM SIDNEY.
 MN0077'0.7 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0077'RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, 7 POLES
 MN0077'WEST OF MILEPOST 76, AT THE CROSSING OF THE COUNTRY CLUB ROAD,
 MN0077'43 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD ON THE NORTH
 MN0077'SIDE OF THE TRACK, 43 FEET NORTH OF THE NORTH RAIL, 29 FEET EAST
 MN0077'OF THE CENTERLINE OF THE COUNTRY CLUB ROAD, 5 FEET SOUTH OF THE
 MN0077'NORTH RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF THE EAST ROAD
 MN0077'FENCE LINE.  A STANDARD DISK, STAMPED 4103.010 F 9 1933 AND SET
 MN0077'IN THE TOP OF A CONCRETE POST.  NOTE-- BOTH FENCES NO LONGER
 MN0077'EXIST.  THE RR CROSSING IS REMOVED.  MARK IS 4 IN BELOW GROUND.
 MN0077
 MN0077                          STATION RECOVERY (1965)
 MN0077
 MN0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MN0077'RECOVERED IN GOOD CONDITION.
 MN0077
 MN0077                          STATION RECOVERY (1985)
 MN0077
 MN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0077'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0419 ***********************************************************************
 MN0419  DESIGNATION -  FAA TOWER 12 MI NE BIG SPRINGS
 MN0419  PID         -  MN0419
 MN0419  STATE/COUNTY-  NE/KEITH
 MN0419  COUNTRY     -  US
 MN0419  USGS QUAD   -  BIG SPRINGS NE (2017)
 MN0419
 MN0419                         *CURRENT SURVEY CONTROL
 MN0419  ______________________________________________________________________
 MN0419* NAD 83(1995) POSITION- 41 14 01.96037(N) 102 01 54.36284(W)   ADJUSTED
 MN0419* NAVD 88 ORTHO HEIGHT -  1128.    (meters)     3701.    (feet) SCALED
 MN0419  ______________________________________________________________________
 MN0419  GEOID HEIGHT    -        -20.497 (meters)                     GEOID18
 MN0419  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 MN0419  HORZ ORDER      -  THIRD
 MN0419
 MN0419.The horizontal coordinates were established by classical geodetic methods
 MN0419.and adjusted by the National Geodetic Survey in August 1997.
 MN0419
 MN0419.The orthometric height was scaled from a topographic map.
 MN0419
 MN0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0419.GEOID18 height accuracy estimate available here.
 MN0419
 MN0419.Click photographs - Photos may exist for this station.
 MN0419
 MN0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0419
 MN0419. The following values were computed from the NAD 83(1995) position.
 MN0419
 MN0419;                    North         East     Units Scale Factor Converg.
 MN0419;SPC NE       -   157,496.947   329,734.467   MT  0.99966980   -1 20 47.2
 MN0419;SPC NE       -   516,721.23  1,081,803.83   sFT  0.99966980   -1 20 47.2
 MN0419;UTM  13      - 4,568,969.519   748,763.195   MT  1.00036167   +1 57 26.9
 MN0419;UTM  14      - 4,569,153.480   245,911.386   MT  1.00039464   -1 59 57.9
 MN0419
 MN0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0419!SPC NE       -   0.99982623  x   0.99966980  =   0.99949609
 MN0419!UTM  13      -   0.99982623  x   1.00036167  =   1.00018784
 MN0419!UTM  14      -   0.99982623  x   1.00039464  =   1.00022081
 MN0419
 MN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4876368969(NAD 83)
 MN0419
 MN0419                          SUPERSEDED SURVEY CONTROL
 MN0419
 MN0419  NAD 83(1986)-  41 14 01.96044(N)    102 01 54.36456(W) AD(       ) 3
 MN0419  NAD 27      -  41 14 02.00200(N)    102 01 52.71300(W) AD(       ) 3
 MN0419
 MN0419.Superseded values are not recommended for survey control.
 MN0419
 MN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0419.See file dsdata.pdf to determine how the superseded data were derived.
 MN0419
 MN0419_MARKER: 55 = TOWER
 MN0419
 MN0419  HISTORY     - Date     Condition        Report By
 MN0419  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0419
 MN0419                          STATION DESCRIPTION
 MN0419
 MN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0419'THE STATION IS ABOUT 12 MILES NORTH AND 2-1/2 MILES EAST OF
 MN0419'BIG SPRINGS, 0.2 MILE SOUTH OF U.S. HIGHWAY 26 AND 13.6 FEET
 MN0419'NORTHEAST OF A SOUTHWEST FENCE CORNER.
 MN0419'
 MN0419'A TRAVERSE WAS MADE TO THE TOWER FROM TRIANGULATION STATION
 MN0419'THREE.  IT IS 50.890 FEET OR 15.512 METERS.
 MN0419'
 MN0419'THE TOWER IS PAINTED SILVER AND IS SUPPORTED ON FOUR LEGS.
 MN0419'IT IS 55 FEET IN HEIGHT AND IS THE SOUTHWEST ONE OF THREE.
 MN0419'
 MN0419'THE CENTER OF THE BASE OF THE TOWER WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1241 ***********************************************************************
 LG1241  SACS        -  This is a Secondary Airport Control Station.
 LG1241  DESIGNATION -  FAIR AZ MK
 LG1241  PID         -  LG1241
 LG1241  STATE/COUNTY-  NE/JEFFERSON
 LG1241  COUNTRY     -  US
 LG1241  USGS QUAD   -  FAIRBURY (2017)
 LG1241
 LG1241                         *CURRENT SURVEY CONTROL
 LG1241  ______________________________________________________________________
 LG1241* NAD 83(2011) POSITION- 40 10 46.91990(N) 097 10 14.80048(W)   ADJUSTED
 LG1241* NAD 83(2011) ELLIP HT-   418.342 (meters)        (06/27/12)   ADJUSTED
 LG1241* NAD 83(2011) EPOCH   -  2010.00
 LG1241* NAVD 88 ORTHO HEIGHT -   445.36  (meters)     1461.2   (feet) GPS OBS
 LG1241  ______________________________________________________________________
 LG1241  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1241  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 LG1241  NAD 83(2011) X  -   -609,178.988 (meters)                     COMP
 LG1241  NAD 83(2011) Y  - -4,842,007.252 (meters)                     COMP
 LG1241  NAD 83(2011) Z  -  4,093,520.404 (meters)                     COMP
 LG1241  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LG1241
 LG1241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1241  Standards:
 LG1241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1241  -------------------------------------------------------------------
 LG1241  NETWORK    0.29   0.47           0.13   0.10   0.24      0.05039801
 LG1241  -------------------------------------------------------------------
 LG1241  Click here for local accuracies and other accuracy information.
 LG1241
 LG1241.This mark is at Fairbury Municipal Airport (FBY)
 LG1241
 LG1241.The horizontal coordinates were established by GPS observations
 LG1241.and adjusted by the National Geodetic Survey in June 2012.
 LG1241
 LG1241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1241.been affixed to the stable North American tectonic plate. See 
 LG1241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1241
 LG1241.The horizontal coordinates are valid at the epoch date displayed above
 LG1241.which is a decimal equivalence of Year/Month/Day.
 LG1241
 LG1241.The orthometric height was determined by GPS observations and a
 LG1241.high-resolution geoid model.
 LG1241
 LG1241.GPS derived orthometric heights for airport stations designated as
 LG1241.PACS or SACS are published to 2 decimal places.  This maintains
 LG1241.centimeter relative accuracy between the PACS and SACS.  It does
 LG1241.not indicate centimeter accuracy relative to other marks which are
 LG1241.part of the published vertical control network.
 LG1241
 LG1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1241.GEOID18 height accuracy estimate available here.
 LG1241
 LG1241.Click photographs - Photos may exist for this station.
 LG1241
 LG1241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1241
 LG1241.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1241
 LG1241.The ellipsoidal height was determined by GPS observations
 LG1241.and is referenced to NAD 83.
 LG1241
 LG1241. The following values were computed from the NAD 83(2011) position.
 LG1241
 LG1241;                    North         East     Units Scale Factor Converg.
 LG1241;SPC NE       -    42,400.611   740,902.273   MT  0.99992361   +1 52 29.7
 LG1241;SPC NE       -   139,109.34  2,430,776.87   sFT  0.99992361   +1 52 29.7
 LG1241;UTM  14      - 4,449,306.710   655,736.263   MT  0.99989857   +1 10 49.5
 LG1241
 LG1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1241!SPC NE       -   0.99993438  x   0.99992361  =   0.99985799
 LG1241!UTM  14      -   0.99993438  x   0.99989857  =   0.99983295
 LG1241
 LG1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5573649306(NAD 83)
 LG1241
 LG1241|---------------------------------------------------------------------|
 LG1241| PID    Reference Object                     Distance      Geod. Az  |
 LG1241|                                                           dddmmss.s |
 LG1241| LG1232 OREGON TRAIL                        373.983 METERS 00031     |
 LG1241| AB4127 FBY A                               270.426 METERS 13119     |
 LG1241|---------------------------------------------------------------------|
 LG1241
 LG1241                          SUPERSEDED SURVEY CONTROL
 LG1241
 LG1241  NAD 83(2007)-  40 10 46.91983(N)    097 10 14.80113(W) AD(2002.00) 0
 LG1241  ELLIP H (02/10/07)  418.367  (m)                       GP(2002.00)    
 LG1241  ELLIP H (12/18/01)  418.372  (m)                       GP(       ) 4 2
 LG1241  NAD 83(1995)-  40 10 46.91967(N)    097 10 14.80020(W) AD(       ) 1
 LG1241  ELLIP H (08/21/98)  418.408  (m)                       GP(       ) 4 2
 LG1241  NAD 83(1995)-  40 10 46.91889(N)    097 10 14.80167(W) AD(       ) 3
 LG1241  ELLIP H (08/18/97)  418.356  (m)                       GP(       ) 4 1
 LG1241  NAD 83(1986)-  40 10 46.92615(N)    097 10 14.79918(W) AD(       ) 3
 LG1241  NGVD 29 (02/23/90)  445.10   (m)  RAPSU86  model used  GPS OBS        
 LG1241
 LG1241.Superseded values are not recommended for survey control.
 LG1241
 LG1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1241.See file dsdata.pdf to determine how the superseded data were derived.
 LG1241
 LG1241_MARKER: DZ = AZIMUTH MARK DISK
 LG1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1241_STAMPING: FAIR 1947
 LG1241_MARK LOGO: CGS
 LG1241_PROJECTION: FLUSH
 LG1241_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1241+STABILITY: SURFACE MOTION
 LG1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1241+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 LG1241
 LG1241  HISTORY     - Date     Condition        Report By
 LG1241  HISTORY     - 1947     MONUMENTED       CGS
 LG1241  HISTORY     - 19890331 GOOD             NGS
 LG1241  HISTORY     - 19950515 GOOD             NGS
 LG1241  HISTORY     - 19970522 GOOD             NGS
 LG1241  HISTORY     - 20100511 GOOD             INDIV
 LG1241
 LG1241                          STATION DESCRIPTION
 LG1241
 LG1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1241'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 LG1241'FAIRBURY, 1 KM (0.60 MI) EAST OF STATE HIGHWAY 15, AT THE FAIRBURY
 LG1241'MUNICIPAL AIRPORT, ALONG THE WEST PERIMETER FENCE, OUTSIDE THE AIRPORT
 LG1241'GROUNDS,  ON A COUNTY ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT
 LG1241'OF ROADS.
 LG1241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LG1241'HIGHWAY 15 IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 2.50 KM
 LG1241'(1.55 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 1.2 KM
 LG1241'(0.75 MI) TO A DIRT CROSSROAD.  CONTINUE NORTH FOR 0.4 KM (0.25 MI) TO
 LG1241'THE STATION ON THE RIGHT.
 LG1241'THE STATION IS 9.5 M (31.2 FT) EAST OF THE APPROXIMATE ROAD CENTER,
 LG1241'0.8 M (2.6 FT)  WEST OF A FENCE, AND 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF
 LG1241'A METAL WITNESS POST.
 LG1241'THE STATION IS PROJECTING 15 CM AND ABOUT LEVEL WITH THE ROAD.
 LG1241'DESCRIBED BY G.R.HEID.
 LG1241
 LG1241                          STATION RECOVERY (1995)
 LG1241
 LG1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1241'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 LG1241'(4.8 KM) NORTH-NORTHEAST OF FAIRBURY AND AT THE FAIRBURY MUNICIPAL
 LG1241'AIRPORT, ALONG THE WEST PERIMETER FENCE, ON COUNTY RIGHT-OF-WAY.
 LG1241'OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS.  TO REACH THE STATION FROM
 LG1241'THE INTERSECTION OF U.S. HIGHWAY 136 AND STATE HIGHWAY 15 IN FAIRBURY,
 LG1241'GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4 KM) TO AN INTERSECTION,
 LG1241'TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD (GRAVEL) FOR 0.25 MI (0.40
 LG1241'KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND GO NORTH ON AIRPORT ROAD
 LG1241'FOR 0.45 MI (0.72 KM) TO AN INTERSECTION (714 ROAD), CONTINUE AHEAD
 LG1241'AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 LG1241'RIGHT.  THE STATION PROJECTS 21 CM ABOVE GROUND LEVEL AND IS ABOUT
 LG1241'LEVEL WITH ROAD.  LOCATED 31.2 FT (9.5 M) EAST OF THE ROAD CENTER, 2.6
 LG1241'FT (0.8 M) WEST OF A FENCE LINE AND 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF
 LG1241'A METAL WITNESS POST.  THIS STATION TO BE USED AS SACS.
 LG1241
 LG1241                          STATION RECOVERY (1997)
 LG1241
 LG1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CFS)
 LG1241'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 LG1241'(4.8 KM) NORTH NORTHEAST OF FAIRBURY AND AT THE FAIRBURY MUNICIPAL
 LG1241'AIRPORT ALONG THE WEST PERIMETER FENCE ON COUNTY R-O-W.
 LG1241'OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS.  TO REACH THE STATION FROM
 LG1241'THE INTERSECTION OF U.S.  HIGHWAY 136 AND STATE HIGHWAY 15 IN
 LG1241'FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4 KM) TO A
 LG1241'INTERSECTION, TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD (GRAVEL) FOR
 LG1241'0.25 MI (0.40 KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND GO NORTH ON
 LG1241'AIRPORT ROAD FOR 0.45 MI (0.72 KM) TO A INTERSECTION (714 ROAD) ,
 LG1241'CONTINUE AHEAD AND GO NORTH ON AIRPORT ROAD FOR 0.25 MI (0.40 KM) TO
 LG1241'THE STATION ON THE RIGHT.  THE STATION PROJECTS 0.7 FT (21.3 CM) ABOVE
 LG1241'GROUND LEVEL AND ABOUT LEVEL WITH ROAD, 31.2 FT (9.5 M) EAST OF THE
 LG1241'ROAD CENTER, 2.6 FT (0.8 M) WEST OF A FENCELINE AND 1.3 FT (0.4 M)
 LG1241'SOUTH SOUTHWEST OF A METAL WITNESS POST.  THIS IS A SECONDARY AIRPORT
 LG1241'CONTROL STATION.
 LG1241
 LG1241                          STATION RECOVERY (2010)
 LG1241
 LG1241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JPH)
 LG1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0570 ***********************************************************************
 LG0570  DESIGNATION -  FAIRBURY
 LG0570  PID         -  LG0570
 LG0570  STATE/COUNTY-  NE/JEFFERSON
 LG0570  COUNTRY     -  US
 LG0570  USGS QUAD   -  FAIRBURY (2017)
 LG0570
 LG0570                         *CURRENT SURVEY CONTROL
 LG0570  ______________________________________________________________________
 LG0570* NAD 83(1986) POSITION- 40 08 07.29   (N) 097 10 51.54   (W)   HD_HELD1
 LG0570* NAVD 88 ORTHO HEIGHT -   402.881 (meters)     1321.79  (feet) ADJUSTED
 LG0570  ______________________________________________________________________
 LG0570  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 LG0570  DYNAMIC HEIGHT  -        402.652 (meters)     1321.03  (feet) COMP
 LG0570  MODELED GRAVITY -    980,045.0   (mgal)                       NAVD 88
 LG0570
 LG0570  VERT ORDER      -  SECOND    CLASS 0
 LG0570
 LG0570.The horizontal coordinates were determined by differentially corrected
 LG0570.hand held GPS observations or other comparable positioning techniques
 LG0570.and have an estimated accuracy of +/- 3 meters.
 LG0570
 LG0570.The orthometric height was determined by differential leveling and
 LG0570.adjusted by the NATIONAL GEODETIC SURVEY
 LG0570.in June 1991.
 LG0570
 LG0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0570.GEOID18 height accuracy estimate available here.
 LG0570
 LG0570.Click photographs - Photos may exist for this station.
 LG0570
 LG0570.The dynamic height is computed by dividing the NAVD 88
 LG0570.geopotential number by the normal gravity value computed on the
 LG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0570.degrees latitude (g = 980.6199 gals.).
 LG0570
 LG0570.The modeled gravity was interpolated from observed gravity values.
 LG0570
 LG0570;                    North         East    Units  Estimated Accuracy
 LG0570;SPC NE       -    37,451.6     740,194.1     MT  (+/- 3 meters HH1 GPS) 
 LG0570
 LG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5496844366(NAD 83)
 LG0570
 LG0570                          SUPERSEDED SURVEY CONTROL
 LG0570
 LG0570  NGVD 29 (??/??/92)  402.735  (m)         1321.31   (f) ADJ UNCH    2 0
 LG0570
 LG0570.Superseded values are not recommended for survey control.
 LG0570
 LG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0570.See file dsdata.pdf to determine how the superseded data were derived.
 LG0570
 LG0570_MARKER: DB = BENCH MARK DISK
 LG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0570_STAMPING: FAIRBURY 1934
 LG0570_MARK LOGO: CGS
 LG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0570+STABILITY: SURFACE MOTION
 LG0570
 LG0570  HISTORY     - Date     Condition        Report By
 LG0570  HISTORY     - 1934     MONUMENTED       CGS
 LG0570  HISTORY     - 1981     GOOD             LOCENG
 LG0570  HISTORY     - 20050713 GOOD             USPSQD
 LG0570  HISTORY     - 20120713 GOOD             GEOCAC
 LG0570
 LG0570                          STATION DESCRIPTION
 LG0570
 LG0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0570'AT FAIRBURY.
 LG0570'AT FAIRBURY, JEFFERSON COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 LG0570'SOUTHWEST CORNER OF THE COURTHOUSE LAWN, 10 FEET NORTH OF THE
 LG0570'CENTERLINE OF AN EAST-AND-WEST SIDEWALK, AND 10 FEET SOUTHEAST
 LG0570'OF THE CENTERLINE OF A DIAGONAL SIDEWALK.  A STANDARD DISK,
 LG0570'STAMPED FAIRBURY 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0570
 LG0570                          STATION RECOVERY (1981)
 LG0570
 LG0570'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0570'RECOVERED IN GOOD CONDITION.
 LG0570
 LG0570                          STATION RECOVERY (2005)
 LG0570
 LG0570'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0570'STATION FOUND GOOD. THE EAST-WEST SIDEWALK PARALLELS 4TH STREET.
 LG0570'COURTHOUSE IS NORTH OF 4TH STREET, SOUTH OF 5TH STREET, EAST OF 'D'
 LG0570'STREET AND WEST OF 'E' STREET.
 LG0570
 LG0570                          STATION RECOVERY (2012)
 LG0570
 LG0570'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0570'THE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.  THE
 LG0570'POST PROJECTS 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1191 ***********************************************************************
 LG1191  DESIGNATION -  FAIRBURY
 LG1191  PID         -  LG1191
 LG1191  STATE/COUNTY-  NE/JEFFERSON
 LG1191  COUNTRY     -  US
 LG1191  USGS QUAD   -  FAIRBURY (2017)
 LG1191
 LG1191                         *CURRENT SURVEY CONTROL
 LG1191  ______________________________________________________________________
 LG1191* NAD 83(1995) POSITION- 40 08 57.54283(N) 097 10 49.87896(W)   ADJUSTED
 LG1191* NAVD 88 ORTHO HEIGHT -   435.    (meters)     1427.    (feet) SCALED
 LG1191  ______________________________________________________________________
 LG1191  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 LG1191  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 LG1191  HORZ ORDER      -  FIRST
 LG1191
 LG1191.The horizontal coordinates were established by classical geodetic methods
 LG1191.and adjusted by the National Geodetic Survey in August 1997.
 LG1191
 LG1191.The orthometric height was scaled from a topographic map.
 LG1191
 LG1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1191.GEOID18 height accuracy estimate available here.
 LG1191
 LG1191.Click photographs - Photos may exist for this station.
 LG1191
 LG1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1191
 LG1191. The following values were computed from the NAD 83(1995) position.
 LG1191
 LG1191;                    North         East     Units Scale Factor Converg.
 LG1191;SPC NE       -    39,001.930   740,182.874   MT  0.99993585   +1 52 06.5
 LG1191;SPC NE       -   127,958.83  2,428,416.65   sFT  0.99993585   +1 52 06.5
 LG1191;UTM  14      - 4,445,917.113   654,975.729   MT  0.99989567   +1 10 24.2
 LG1191
 LG1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1191!SPC NE       -   0.99993598  x   0.99993585  =   0.99987184
 LG1191!UTM  14      -   0.99993598  x   0.99989567  =   0.99983166
 LG1191
 LG1191:                Primary Azimuth Mark                     Grid Az
 LG1191:SPC NE       -  NUTTER                                   158 53 06.3
 LG1191:UTM  14      -  NUTTER                                   159 34 48.6
 LG1191
 LG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5497545917(NAD 83)
 LG1191
 LG1191|---------------------------------------------------------------------|
 LG1191| PID    Reference Object                     Distance      Geod. Az  |
 LG1191|                                                           dddmmss.s |
 LG1191| LG0823 FAIRBURY MUNICIPAL TANK              12.022 METERS 00249     |
 LG1191| CN9284 FAIRBURY AZ MK                                     0615936.8 |
 LG1191| LG0818 JANSEN MUNICIPAL TANK               APPROX. 9.2 KM 0643431.3 |
 LG1191| CN9285 FAIRBURY RM 1                        29.427 METERS 09404     |
 LG1191| LG0820 NUTTER                              APPROX.16.2 KM 1604512.8 |
 LG1191| LG0822 FAIRBURY ST MICHAELS CH CROSS       APPROX. 1.1 KM 1722228.6 |
 LG1191| LG0824 FAIRBURY COURTHOUSE DOME            APPROX. 1.5 KM 1801706.6 |
 LG1191| CN9286 FAIRBURY RM 2                        28.515 METERS 20820     |
 LG1191| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX. 9.7 KM 2781504.0 |
 LG1191|---------------------------------------------------------------------|
 LG1191
 LG1191                          SUPERSEDED SURVEY CONTROL
 LG1191
 LG1191  NAD 83(1986)-  40 08 57.54906(N)    097 10 49.87818(W) AD(       ) 1
 LG1191  NAD 27      -  40 08 57.54200(N)    097 10 48.75200(W) AD(       ) 1
 LG1191
 LG1191.Superseded values are not recommended for survey control.
 LG1191
 LG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1191.See file dsdata.pdf to determine how the superseded data were derived.
 LG1191
 LG1191_MARKER: DS = TRIANGULATION STATION DISK
 LG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1191_STAMPING: FAIRBURY 1935
 LG1191_MARK LOGO: CGS
 LG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1191+STABILITY: SURFACE MOTION
 LG1191
 LG1191  HISTORY     - Date     Condition        Report By
 LG1191  HISTORY     - 1935     MONUMENTED       CGS
 LG1191  HISTORY     - 1960     GOOD             USGS
 LG1191  HISTORY     - 1970     GOOD             NGS
 LG1191  HISTORY     - 20050713 GOOD             USPSQD
 LG1191
 LG1191                          STATION DESCRIPTION
 LG1191
 LG1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG1191'IN THE SOUTH-WEST QUARTER SEC. 11 T. 2 N., R. 2 E., AT THE WATER
 LG1191'TANK IN THE NORTH PART OF TOWN OF FAIRBURY ON THE WEST OF STATE
 LG1191'HIGHWAY 15.
 LG1191'
 LG1191'REACHED FROM THE NORTHEAST CORNER OF THE SQUARE BY GOING NORTH
 LG1191'ON STATE HIGHWAY 15 FOR 0.85 MILE TO WATER TANK.  STATION MARK
 LG1191'IS SET 39.5 FEET SOUTH OF WATER TANK OF FAIRBURY.
 LG1191'
 LG1191'REFERENCE MARK NO. 1 IS 96.55 FEET (29.427 METERS) EAST FROM
 LG1191'STATION, AND ON WEST SHOULDER OF HIGHWAY.
 LG1191'
 LG1191'REFERENCE MARK NO. 2 IS 93.56 FEET (28.515 METERS) SOUTHWEST OF
 LG1191'STATION.
 LG1191'
 LG1191'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING FIRST ROAD
 LG1191'SOUTHEAST OF STATION EAST TO CROSSROADS, TURN LEFT AT CROSSROADS
 LG1191'AND GO 0.4 MILE TO MARK ON EAST SIDE OF ROAD, 30 FEET EAST OF
 LG1191'CENTERLINE OF ROAD.
 LG1191'
 LG1191'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG1191
 LG1191                          STATION RECOVERY (1960)
 LG1191
 LG1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LG1191'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT
 LG1191'THAT STATION IS NOW ABOUT 110 FEET WEST OF E STREET (OLD STATE
 LG1191'HWY 15).  HWY 15 IS NOW ABOUT 1/2 MILE E OF STATION.
 LG1191
 LG1191                          STATION RECOVERY (1970)
 LG1191
 LG1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG1191'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG1191'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1191'SEARCHED FOR BUT NOT FOUND AND FROM OLD TIES SHOW THE MARK WAS
 LG1191'PROBABLY DESTROYED BY HOUSEING CONSTRUCTION.  NO VISIBLE OBJECTS
 LG1191'SO A NEW AZIMUTH MARK WAS NOT SET.  THE OLD WATER TANK AT THE
 LG1191'STATION SITE HAS BEEN REMOVED.
 LG1191'
 LG1191'STATION MARK IS 110 FEET WEST OF THE CENTER OF E STREET, 50 FEET
 LG1191'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 40 FEET EAST
 LG1191'OF THE CENTER OF AN ALLEY, 38 FEET SOUTHWEST OF THE CENTER OF A
 LG1191'WATER PIPE, AND ABOUT 150 FEET NORTH OF THE INTERSECTION OF
 LG1191'16TH STREET AND E STREET IN A VACANT LOT.
 LG1191'
 LG1191'REFERENCE MARK NO. 1 IS 33.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 LG1191'CORNER OF A GARAGE, 27 FEET WEST OF THE CENTER OF E STREET, AND
 LG1191'1 FOOT WEST OF A METAL WITNESS POST.
 LG1191'
 LG1191'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTER OF 16TH STREET,
 LG1191'8 FEET WEST OF THE CENTER OF THE ALLEY, AND 8 FEET SOUTH-SOUTHEAST
 LG1191'OF A GARAGE.
 LG1191'
 LG1191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE NORTH
 LG1191'OF THE CENTER OF FAIRBURY.
 LG1191
 LG1191                          STATION RECOVERY (2005)
 LG1191
 LG1191'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG1191'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 FOUND GOOD.
 LG1191'CHANGE THE 1970 DESCRIPTION. HOUSE AT 419 16TH STREET NOW HAS GRAY
 LG1191'SIDING. NO WATER PIPE EXISTS. THE REFERENCED VACANT LOT IS NOW THE
 LG1191'LAWN NORTH OF THE HOME AT 419 16TH ST. REF NO. 1 IS NORTH OF THE
 LG1191'DRIVEWAY TO THE HOME. REF NO. 2 IS IN THE ALLEY WEST OF THE HOME.
 LG1191'REFERENCED GARAGE HAS YELLOW SIDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0825 ***********************************************************************
 LG0825  DESIGNATION -  FAIRBURY CITY 80
 LG0825  PID         -  LG0825
 LG0825  STATE/COUNTY-  NE/JEFFERSON
 LG0825  COUNTRY     -  US
 LG0825  USGS QUAD   -  FAIRBURY (2017)
 LG0825
 LG0825                         *CURRENT SURVEY CONTROL
 LG0825  ______________________________________________________________________
 LG0825* NAD 83(1995) POSITION- 40 10 35.71919(N) 097 10 00.01468(W)   ADJUSTED
 LG0825* NAVD 88 ORTHO HEIGHT -   444.    (meters)     1457.    (feet) SCALED
 LG0825  ______________________________________________________________________
 LG0825  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 LG0825  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 LG0825  HORZ ORDER      -  SECOND
 LG0825
 LG0825.This mark is at Fairbury Municipal Airport (FBY)
 LG0825
 LG0825.The horizontal coordinates were established by classical geodetic methods
 LG0825.and adjusted by the National Geodetic Survey in August 1997.
 LG0825
 LG0825.The orthometric height was scaled from a topographic map.
 LG0825
 LG0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0825.GEOID18 height accuracy estimate available here.
 LG0825
 LG0825.Click photographs - Photos may exist for this station.
 LG0825
 LG0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0825
 LG0825. The following values were computed from the NAD 83(1995) position.
 LG0825
 LG0825;                    North         East     Units Scale Factor Converg.
 LG0825;SPC NE       -    42,066.801   741,263.184   MT  0.99992485   +1 52 39.5
 LG0825;SPC NE       -   138,014.16  2,431,960.96   sFT  0.99992485   +1 52 39.5
 LG0825;UTM  14      - 4,448,968.558   656,093.091   MT  0.99989994   +1 10 58.8
 LG0825
 LG0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0825!SPC NE       -   0.99993452  x   0.99992485  =   0.99985937
 LG0825!UTM  14      -   0.99993452  x   0.99989994  =   0.99983447
 LG0825
 LG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5609348968(NAD 83)
 LG0825
 LG0825                          SUPERSEDED SURVEY CONTROL
 LG0825
 LG0825  NAD 83(1986)-  40 10 35.72643(N)    097 10 00.01229(W) AD(       ) 2
 LG0825  NAD 83(1986)-  40 10 35.72590(N)    097 10 00.01424(W) AD(       ) 2
 LG0825  NAD 27      -  40 10 35.72000(N)    097 09 58.89000(W) AD(       ) 2
 LG0825
 LG0825.Superseded values are not recommended for survey control.
 LG0825
 LG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0825.See file dsdata.pdf to determine how the superseded data were derived.
 LG0825
 LG0825_MARKER: DD = SURVEY DISK
 LG0825_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0825_PROJECTION: FLUSH
 LG0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0825
 LG0825  HISTORY     - Date     Condition        Report By
 LG0825  HISTORY     - 1947     MONUMENTED       CGS
 LG0825  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0825
 LG0825                          STATION DESCRIPTION
 LG0825
 LG0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0825'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 LG0825'FAIRBURY, GO NORTH 0.75 MILE, THEN EAST ON STATE HIGHWAY NO. 3
 LG0825'FOR 0.45 MILE TO A CROSSROAD, TURN LEFT, NORTH, AND GO 2.1 MILE
 LG0825'TO A CROSSROAD, TURN RIGHT, EAST, AND GO 0.25 MILE TO THE
 LG0825'ENTRANCE TO THE AIRPORT AND THE STATION AS DESCRIBED.
 LG0825'
 LG0825'CITY BM 80 IS A BRONZE DISK 1-1/2 INCHES IN DIAMETER
 LG0825'SET IN THE TOP OF A 2-1/2 INCH SQUARE CONCRETE POST THAT IS FLUSH
 LG0825'WITH THE GROUND.  IT IS 12 FEET NORTHEAST OF A FENCE CORNER, 8 FEET
 LG0825'SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, AND 6.3 FEET
 LG0825'EAST OF THE CENTER OF A CONCRETE WALK.  THE FOLLOWING IS CAST IN
 LG0825'THE TOP OF THE DISK, BM 80 CITY ELEV.
 LG0825
 LG0825                          STATION RECOVERY (2005)
 LG0825
 LG0825'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0825'STATION NOT FOUND. SITE LOCATED. THE BRONZE DISK IS MISSING. STATE HWY
 LG0825'3 IS NOW US HWY 136. FIRST CROSSROAD IN 1947 DESCRIPTION IS STATE HWY
 LG0825'15, 2ND CROSSROAD IS 714 RD. SITE IS 0.25 MILE EAST OF AIRPORT RD., 6
 LG0825'FEET NORTHEAST OF A CHAIN LINK FENCE CORNER,15 FEET NORTHWEST OF THE
 LG0825'SOUTHWEST CORNER OF A HOUSE AT THE FAIRBURY AIRPORT. SITE AND BUILDING
 LG0825'HAVE BEEN RECONSTRUCTED. MARK SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH9960 ***********************************************************************
 AH9960  HT_MOD      -  This is a Height Modernization Survey Station.
 AH9960  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9960  DESIGNATION -  FAIRBURY CORS ARP
 AH9960  CORS_ID     -  FBYN
 AH9960  PID         -  AH9960
 AH9960  STATE/COUNTY-  NE/JEFFERSON
 AH9960  COUNTRY     -  US
 AH9960  USGS QUAD   -  REYNOLDS (2017)
 AH9960
 AH9960                         *CURRENT SURVEY CONTROL
 AH9960  ______________________________________________________________________
 AH9960* NAD 83(2011) POSITION- 40 04 36.71390(N) 097 18 46.11981(W)   ADJUSTED
 AH9960* NAD 83(2011) ELLIP HT-   406.334 (meters)        (06/??/19)   ADJUSTED
 AH9960* NAD 83(2011) EPOCH   -  2010.00
 AH9960* NAVD 88 ORTHO HEIGHT -   433.29  (meters)     1421.6   (feet) GPS OBS
 AH9960  ______________________________________________________________________
 AH9960  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH9960  GEOID HEIGHT    -        -26.913 (meters)                     GEOID99
 AH9960  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 AH9960  NAD 83(2011) X  -   -622,115.801 (meters)                     COMP
 AH9960  NAD 83(2011) Y  - -4,847,772.996 (meters)                     COMP
 AH9960  NAD 83(2011) Z  -  4,084,781.477 (meters)                     COMP
 AH9960
 AH9960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9960  Standards:
 AH9960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9960  -------------------------------------------------------------------
 AH9960  NETWORK    0.28   0.78           0.11   0.12   0.40      0.17989700
 AH9960  -------------------------------------------------------------------
 AH9960
 AH9960.The coordinates were established by GPS observations
 AH9960.and adjusted by the National Geodetic Survey in June 2019.
 AH9960
 AH9960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9960.been affixed to the stable North American Tectonic Plate. 
 AH9960
 AH9960.The coordinates are valid at the epoch date displayed above
 AH9960.which is a decimal equivalence of Year/Month/Day.
 AH9960
 AH9960.Due to the release of the International GNSS Service (IGS) 2014
 AH9960.realization of the International Terrestrial Reference Frame of 2014
 AH9960.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH9960.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH9960.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH9960.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH9960.currently published epoch of 2010.00.
 AH9960
 AH9960.Additional information on MYCS2 is available at
 AH9960.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH9960
 AH9960.The orthometric height was determined by GPS observations and a
 AH9960.high-resolution geoid model using precise GPS observation and
 AH9960.processing techniques.
 AH9960
 AH9960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9960.GEOID18 height accuracy estimate available here.
 AH9960
 AH9960.The PID for the CORS L1 Phase Center is AH9961.
 AH9960
 AH9960.Click photographs - Photos may exist for this station.
 AH9960
 AH9960.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9960
 AH9960.The ellipsoidal height was determined by GPS observations
 AH9960.and is referenced to NAD 83.
 AH9960
 AH9960. The following values were computed from the NAD 83(2011) position.
 AH9960
 AH9960;                    North         East     Units Scale Factor Converg.
 AH9960;SPC NE       -    30,602.437   729,167.267   MT  0.99996615   +1 46 50.9
 AH9960;SPC NE       -   100,401.50  2,392,276.28   sFT  0.99996615   +1 46 50.9
 AH9960;UTM  14      - 4,437,652.429   643,859.931   MT  0.99985478   +1 05 11.1
 AH9960
 AH9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9960!SPC NE       -   0.99993626  x   0.99996615  =   0.99990241
 AH9960!UTM  14      -   0.99993626  x   0.99985478  =   0.99979105
 AH9960
 AH9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4385937652(NAD 83)
 AH9960
 AH9960                          SUPERSEDED SURVEY CONTROL
 AH9960
 AH9960  ELLIP H (06/27/12)  406.320  (m)                       GP(2010.00) 0 0
 AH9960  NAD 83(2011)-  40 04 36.71366(N)    097 18 46.12021(W) AD(2010.00) c
 AH9960  NAD 83(2011)-  40 04 36.71389(N)    097 18 46.11975(W) AD(2010.00) c
 AH9960  ELLIP H (08/??/11)  406.329  (m)                       GP(2010.00) c c
 AH9960  ELLIP H (02/10/07)  406.345  (m)                       GP(2002.00)    
 AH9960  NAD 83(2007)-  40 04 36.71352(N)    097 18 46.12089(W) AD(2002.00) c
 AH9960  NAD 83(CORS)-  40 04 36.71352(N)    097 18 46.12089(W) AD(2002.00) c
 AH9960  ELLIP H (03/??/02)  406.345  (m)                       GP(2002.00) c c
 AH9960  NAD 83(CORS)-  40 04 36.71350(N)    097 18 46.12108(W) AD(1997.00) c
 AH9960  ELLIP H (06/??/99)  406.315  (m)                       GP(1997.00) c c
 AH9960
 AH9960.Superseded values are not recommended for survey control.
 AH9960
 AH9960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9960.See file dsdata.pdf to determine how the superseded data were derived.
 AH9960
 AH9960_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH9960
 AH9960                          STATION DESCRIPTION
 AH9960
 AH9960'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH9960'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH9960'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH9960'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH9960'https://geodesy.noaa.gov/CORS/data.shtml
 AH9960'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0824 ***********************************************************************
 LG0824  DESIGNATION -  FAIRBURY COURTHOUSE DOME
 LG0824  PID         -  LG0824
 LG0824  STATE/COUNTY-  NE/JEFFERSON
 LG0824  COUNTRY     -  US
 LG0824  USGS QUAD   -  FAIRBURY (2017)
 LG0824
 LG0824                         *CURRENT SURVEY CONTROL
 LG0824  ______________________________________________________________________
 LG0824* NAD 83(1995) POSITION- 40 08 08.38177(N) 097 10 50.19775(W)   ADJUSTED
 LG0824  ______________________________________________________________________
 LG0824  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 LG0824  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 LG0824  HORZ ORDER      -  THIRD
 LG0824
 LG0824.The horizontal coordinates were established by classical geodetic methods
 LG0824.and adjusted by the National Geodetic Survey in August 1997.
 LG0824
 LG0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0824.GEOID18 height accuracy estimate available here.
 LG0824
 LG0824.Click photographs - Photos may exist for this station.
 LG0824
 LG0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0824
 LG0824. The following values were computed from the NAD 83(1995) position.
 LG0824
 LG0824;                    North         East     Units Scale Factor Converg.
 LG0824;SPC NE       -    37,486.274   740,224.768   MT  0.99994144   +1 52 06.2
 LG0824;SPC NE       -   122,986.22  2,428,554.09   sFT  0.99994144   +1 52 06.2
 LG0824;UTM  14      - 4,444,401.124   654,999.228   MT  0.99989576   +1 10 22.8
 LG0824
 LG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5499944401(NAD 83)
 LG0824
 LG0824                          SUPERSEDED SURVEY CONTROL
 LG0824
 LG0824  NAD 83(1986)-  40 08 08.38800(N)    097 10 50.19689(W) AD(       ) 3
 LG0824  NAD 27      -  40 08 08.38000(N)    097 10 49.07000(W) AD(       ) 3
 LG0824
 LG0824.Superseded values are not recommended for survey control.
 LG0824
 LG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0824.See file dsdata.pdf to determine how the superseded data were derived.
 LG0824
 LG0824_MARKER: 87 = DOME
 LG0824
 LG0824  HISTORY     - Date     Condition        Report By
 LG0824  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0824  HISTORY     - 20050713 GOOD             USPSQD
 LG0824
 LG0824                          STATION DESCRIPTION
 LG0824
 LG0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0824'POINT OBSERVED UPON WAS CENTER OF DOME ON TOP OF THE COURTHOUSE
 LG0824'OF JEFFERSON COUNTY, LOCATED IN THE SQUARE IN FAIRBURY.
 LG0824'
 LG0824'OBSERVED UPON FROM STATIONS FAIRBURY AND GLAD.
 LG0824
 LG0824                          STATION RECOVERY (2005)
 LG0824
 LG0824'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0824'STATION FOUND GOOD. COURTHOUSE IS NORTH OF 4TH STREET, SOUTH OF 5TH
 LG0824'STREET, EAST OF 'D' STREET AND WEST OF 'E' STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0822 ***********************************************************************
 LG0822  DESIGNATION -  FAIRBURY ST MICHAELS CH CROSS
 LG0822  PID         -  LG0822
 LG0822  STATE/COUNTY-  NE/JEFFERSON
 LG0822  COUNTRY     -  US
 LG0822  USGS QUAD   -  FAIRBURY (2017)
 LG0822
 LG0822                         *CURRENT SURVEY CONTROL
 LG0822  ______________________________________________________________________
 LG0822* NAD 83(1995) POSITION- 40 08 22.24643(N) 097 10 43.72190(W)   ADJUSTED
 LG0822  ______________________________________________________________________
 LG0822  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 LG0822  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 LG0822  HORZ ORDER      -  THIRD
 LG0822
 LG0822.The horizontal coordinates were established by classical geodetic methods
 LG0822.and adjusted by the National Geodetic Survey in August 1997.
 LG0822
 LG0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0822.GEOID18 height accuracy estimate available here.
 LG0822
 LG0822.Click photographs - Photos may exist for this station.
 LG0822
 LG0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0822
 LG0822. The following values were computed from the NAD 83(1995) position.
 LG0822
 LG0822;                    North         East     Units Scale Factor Converg.
 LG0822;SPC NE       -    37,918.658   740,364.033   MT  0.99993986   +1 52 10.5
 LG0822;SPC NE       -   124,404.80  2,429,011.00   sFT  0.99993986   +1 52 10.5
 LG0822;UTM  14      - 4,444,831.767   655,143.724   MT  0.99989631   +1 10 27.4
 LG0822
 LG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5514344831(NAD 83)
 LG0822
 LG0822                          SUPERSEDED SURVEY CONTROL
 LG0822
 LG0822  NAD 83(1986)-  40 08 22.25260(N)    097 10 43.72102(W) AD(       ) 3
 LG0822  NAD 27      -  40 08 22.24400(N)    097 10 42.59500(W) AD(       ) 3
 LG0822
 LG0822.Superseded values are not recommended for survey control.
 LG0822
 LG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0822.See file dsdata.pdf to determine how the superseded data were derived.
 LG0822
 LG0822_MARKER: 91 = CHURCH CROSS
 LG0822
 LG0822  HISTORY     - Date     Condition        Report By
 LG0822  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0822  HISTORY     - 20050713 GOOD             USPSQD
 LG0822
 LG0822                          STATION DESCRIPTION
 LG0822
 LG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0822'POINT OBSERVED UPON WAS TIP OF GOLD CROSS ON THE ST. MICHAELS
 LG0822'CHURCH IN FAIRBURY.  CHURCH IS LOCATED ON THE CORNER OF F AND
 LG0822'EIGHTH STREETS.
 LG0822'
 LG0822'OBSERVED UPON FROM STATIONS GLAD, FAIRBURY, AND TURNER.
 LG0822
 LG0822                          STATION RECOVERY (2005)
 LG0822
 LG0822'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0822'STATION FOUND GOOD. CHURCH IS A CATHOLIC CHURCH IN THE NORTHWEST
 LG0822'CORNER OF THE INTERSECTION OF F AND EIGHTH STREETS. IT IS A RED BRICK
 LG0822'CHURCH WITH A STEEPLE AND A GRAY SHINGLED SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0494 ***********************************************************************
 MN0494  DESIGNATION -  FAIRCHILD
 MN0494  PID         -  MN0494
 MN0494  STATE/COUNTY-  NE/MORRILL
 MN0494  COUNTRY     -  US
 MN0494  USGS QUAD   -  FAIRCHILD RANCH (2017)
 MN0494
 MN0494                         *CURRENT SURVEY CONTROL
 MN0494  ______________________________________________________________________
 MN0494* NAD 83(1995) POSITION- 41 28 22.55970(N) 102 50 18.91505(W)   ADJUSTED
 MN0494* NAVD 88 ORTHO HEIGHT -  1220.    (meters)     4003.    (feet) SCALED
 MN0494  ______________________________________________________________________
 MN0494  GEOID HEIGHT    -        -19.805 (meters)                     GEOID18
 MN0494  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 MN0494  HORZ ORDER      -  SECOND
 MN0494
 MN0494.The horizontal coordinates were established by classical geodetic methods
 MN0494.and adjusted by the National Geodetic Survey in August 1997.
 MN0494
 MN0494.The orthometric height was scaled from a topographic map.
 MN0494
 MN0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0494.GEOID18 height accuracy estimate available here.
 MN0494
 MN0494.Click photographs - Photos may exist for this station.
 MN0494
 MN0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0494
 MN0494. The following values were computed from the NAD 83(1995) position.
 MN0494
 MN0494;                    North         East     Units Scale Factor Converg.
 MN0494;SPC NE       -   185,927.651   263,013.652   MT  0.99965876   -1 52 52.0
 MN0494;SPC NE       -   609,997.63    862,903.96   sFT  0.99965876   -1 52 52.0
 MN0494;UTM  13      - 4,593,514.329   680,477.906   MT  1.00000086   +1 25 54.5
 MN0494
 MN0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0494!SPC NE       -   0.99981185  x   0.99965876  =   0.99947067
 MN0494!UTM  13      -   0.99981185  x   1.00000086  =   0.99981271
 MN0494
 MN0494:                Primary Azimuth Mark                     Grid Az
 MN0494:SPC NE       -  FAIRCHILD AZ MK                          173 40 19.8
 MN0494:UTM  13      -  FAIRCHILD AZ MK                          170 21 33.3
 MN0494
 MN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8047793514(NAD 83)
 MN0494
 MN0494|---------------------------------------------------------------------|
 MN0494| PID    Reference Object                     Distance      Geod. Az  |
 MN0494|                                                           dddmmss.s |
 MN0494| CP7993 FAIRCHILD RM 1                       15.563 METERS 09624     |
 MN0494| CP7992 FAIRCHILD AZ MK                                    1714727.8 |
 MN0494| CP7994 FAIRCHILD RM 2                       16.160 METERS 33910     |
 MN0494|---------------------------------------------------------------------|
 MN0494
 MN0494                          SUPERSEDED SURVEY CONTROL
 MN0494
 MN0494  NAD 83(1993)-  41 28 22.55936(N)    102 50 18.91526(W) AD(       ) 2
 MN0494  NAD 83(1986)-  41 28 22.55386(N)    102 50 18.91840(W) AD(       ) 2
 MN0494  NAD 27      -  41 28 22.62980(N)    102 50 17.19050(W) AD(       ) 2
 MN0494
 MN0494.Superseded values are not recommended for survey control.
 MN0494
 MN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0494.See file dsdata.pdf to determine how the superseded data were derived.
 MN0494
 MN0494_MARKER: DS = TRIANGULATION STATION DISK
 MN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0494_STAMPING: FAIRCHILD 1963
 MN0494_MARK LOGO: CGS
 MN0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0494+STABILITY: SURFACE MOTION
 MN0494
 MN0494  HISTORY     - Date     Condition        Report By
 MN0494  HISTORY     - 1963     MONUMENTED       CGS
 MN0494
 MN0494                          STATION DESCRIPTION
 MN0494
 MN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0494'THE STATION IS LOCATED ON THE SOUTHEAST END OF THE HIGHEST
 MN0494'RIDGE IN THE VICINITY IN PASTURE LAND OWNED BY MR. O.H. FAIRCHILD,
 MN0494'ABOUT 9 MILES SOUTH OF BREEDWATER, 8-1/2 MILES NORTHEAST OF
 MN0494'DALTON AND 6 MILES SOUTH OF THE NORTH PLATTE RIVER.
 MN0494'
 MN0494'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, DRIVE
 MN0494'EAST ON THE MAIN STREET FOR 0.5 MILE TO A T-ROAD.  TURN LEFT
 MN0494'AND DRIVE NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.
 MN0494'TURN RIGHT AND DRIVE EAST ON A GRAVELED ROAD FOR 5.1 MILES TO A
 MN0494'CROSSROAD.  TURN LEFT AND DRIVE NORTH ON A GRAVELED ROAD FOR
 MN0494'8.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE EAST ON
 MN0494'A BLADED ROAD FOR 1.0 MILE TO THE O.H. FAIRCHILD MAIL BOX
 MN0494'ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 MN0494'DRIVE SOUTH AND SOUTHEAST ON A RANCH ROAD FOR 2.5 MILES TO THE
 MN0494'O.H.  FAIRCHILD RANCH HOUSE.  DRIVE SOUTH FROM THE RANCH
 MN0494'HOUSE FOR 0.05 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.
 MN0494'PASS THROUGH THE GATE AND DRIVE SOUTH AND SOUTHWEST FOR 0.2
 MN0494'MILE TO A WIRE GATE AT THE NORTHEAST CORNER OF A FENCE
 MN0494'LINE.  PASS THROUGH THE GATE AND DRIVE WEST ON A TRACK
 MN0494'ROAD, ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE, FOR 0.6
 MN0494'MILE.  BEAR LEFT AND DRIVE SOUTHEAST, CROSSING A WASH,
 MN0494'ACROSS A MEADOW ON A DIM TRACK ROAD FOR 0.7 MILE TO WHERE
 MN0494'THE TRACK ROAD SKIRTS THE HEAD OF A WASH.  TURN LEFT AND
 MN0494'DRIVE EAST ON A BLADED ROAD AROUND THE NORTH END OF A
 MN0494'RIDGE AND UP THE EAST SIDE OF THE RIDGE AND FOLLOW A TRACK ROAD
 MN0494'SOUTHERLY FOR 0.85 MILE TO A SADDLE.  CONTINUE
 MN0494'SOUTHEASTERLY ON THE TRACK ROAD FOR 0.4 MILE TO A POINT
 MN0494'ABOUT 0.05 MILE NORTHEAST OF A WINDMILL.  DRIVE
 MN0494'SOUTHEAST FOR 0.1 MILE, CROSSING A WASH, TO A LOW RIDGE.
 MN0494'CONTINUE EASTERLY ON A DIM TRACK ROAD FOR 0.15 MILE TO WHERE
 MN0494'THE TRACK ROAD BEARS LEFT.  LEAVE THE TRACK ROAD AND CONTINUE
 MN0494'EASTERLY, CROSSING ANOTHER WASH AND UP A HILL TO THE TOP OF A
 MN0494'RIDGE FOR 0.15 MILE TO THE AZIMUTH MARK.  FROM THE AZIMUTH
 MN0494'MARK DRIVE NORTHERLY, KEEPING TO THE WEST OF A LARGE ROCK
 MN0494'OUTCROPPING, FOR 0.2 MILE TO SADDLE.  TURN LEFT AND DRIVE
 MN0494'WEST UP A STEEP SLOPE FOR 0.05 MILE TO STATION ON THE HIGHEST
 MN0494'POINT.
 MN0494'
 MN0494'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRCHILD 1963,
 MN0494'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0494'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0494'SURFACE.
 MN0494'
 MN0494'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRCHILD NO 1
 MN0494'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0494'WHICH IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE
 MN0494'THE GROUND SURFACE.
 MN0494'
 MN0494'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRCHILD NO 2 1963,
 MN0494'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0494'IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 MN0494'GROUND SURFACE.
 MN0494'
 MN0494'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRCHILD 1963,
 MN0494'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0494'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0494'SURFACE.  IT IS 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 MN0494'WITH A SIGN ATTACHED.
 MN0494'
 MN0494'NOTE--THE LAST 0.05 MILE REQUIRES A 4-WHEEL DRIVE VEHICLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1158 ***********************************************************************
 LH1158  DESIGNATION -  FAIRFIELD MUNICIPAL TANK
 LH1158  PID         -  LH1158
 LH1158  STATE/COUNTY-  NE/CLAY
 LH1158  COUNTRY     -  US
 LH1158  USGS QUAD   -  FAIRFIELD (2017)
 LH1158
 LH1158                         *CURRENT SURVEY CONTROL
 LH1158  ______________________________________________________________________
 LH1158* NAD 83(1995) POSITION- 40 25 45.93478(N) 098 06 27.91259(W)   ADJUSTED
 LH1158  ______________________________________________________________________
 LH1158  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 LH1158  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 LH1158  HORZ ORDER      -  THIRD
 LH1158
 LH1158.The horizontal coordinates were established by classical geodetic methods
 LH1158.and adjusted by the National Geodetic Survey in August 1997.
 LH1158
 LH1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1158.GEOID18 height accuracy estimate available here.
 LH1158
 LH1158.Click photographs - Photos may exist for this station.
 LH1158
 LH1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1158
 LH1158. The following values were computed from the NAD 83(1995) position.
 LH1158
 LH1158;                    North         East     Units Scale Factor Converg.
 LH1158;SPC NE       -    67,941.769   660,529.904   MT  0.99983341   +1 15 14.3
 LH1158;SPC NE       -   222,905.62  2,167,088.53   sFT  0.99983341   +1 15 14.3
 LH1158;UTM  14      - 4,475,803.293   575,683.149   MT  0.99967051   +0 34 43.2
 LH1158
 LH1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7568375803(NAD 83)
 LH1158
 LH1158                          SUPERSEDED SURVEY CONTROL
 LH1158
 LH1158  NAD 83(1986)-  40 25 45.94212(N)    098 06 27.91223(W) AD(       ) 3
 LH1158  NAD 27      -  40 25 45.89600(N)    098 06 26.73600(W) AD(       ) 3
 LH1158
 LH1158.Superseded values are not recommended for survey control.
 LH1158
 LH1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1158.See file dsdata.pdf to determine how the superseded data were derived.
 LH1158
 LH1158_MARKER: 53 = ELEVATED TANK
 LH1158
 LH1158  HISTORY     - Date     Condition        Report By
 LH1158  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1158  HISTORY     - 1963     GOOD             CGS
 LH1158
 LH1158                          STATION DESCRIPTION
 LH1158
 LH1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1158'THE STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN, 175 FEET
 LH1158'SOUTH OF RAILROAD TRACKS AND 150 FEET EAST OF A NORTH-SOUTH
 LH1158'ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK
 LH1158'AND HAS AN OVERALL HEIGHT OF 110 FEET.
 LH1158'
 LH1158'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF TANK.
 LH1158
 LH1158                          STATION RECOVERY (1963)
 LH1158
 LH1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1158'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS
 LH1158'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0929 ***********************************************************************
 LG0929  DESIGNATION -  FAIRMONT
 LG0929  PID         -  LG0929
 LG0929  STATE/COUNTY-  NE/FILLMORE
 LG0929  COUNTRY     -  US
 LG0929  USGS QUAD   -  FAIRMONT (2017)
 LG0929
 LG0929                         *CURRENT SURVEY CONTROL
 LG0929  ______________________________________________________________________
 LG0929* NAD 83(1995) POSITION- 40 38 10.51621(N) 097 35 44.52649(W)   ADJUSTED
 LG0929* NAVD 88 ORTHO HEIGHT -   503.247 (meters)     1651.07  (feet) ADJUSTED
 LG0929  ______________________________________________________________________
 LG0929  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 LG0929  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 LG0929  DYNAMIC HEIGHT  -        502.972 (meters)     1650.17  (feet) COMP
 LG0929  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 LG0929
 LG0929  HORZ ORDER      -  SECOND
 LG0929  VERT ORDER      -  FIRST     CLASS II
 LG0929
 LG0929.The horizontal coordinates were established by classical geodetic methods
 LG0929.and adjusted by the National Geodetic Survey in August 1997.
 LG0929
 LG0929.The orthometric height was determined by differential leveling and
 LG0929.adjusted by the NATIONAL GEODETIC SURVEY
 LG0929.in May 1993.
 LG0929
 LG0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0929.GEOID18 height accuracy estimate available here.
 LG0929
 LG0929.Click photographs - Photos may exist for this station.
 LG0929
 LG0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0929
 LG0929.The dynamic height is computed by dividing the NAVD 88
 LG0929.geopotential number by the normal gravity value computed on the
 LG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0929.degrees latitude (g = 980.6199 gals.).
 LG0929
 LG0929.The modeled gravity was interpolated from observed gravity values.
 LG0929
 LG0929. The following values were computed from the NAD 83(1995) position.
 LG0929
 LG0929;                    North         East     Units Scale Factor Converg.
 LG0929;SPC NE       -    91,974.908   703,321.642   MT  0.99977280   +1 35 36.0
 LG0929;SPC NE       -   301,754.34  2,307,481.09   sFT  0.99977280   +1 35 36.0
 LG0929;UTM  14      - 4,499,327.004   618,752.350   MT  0.99977358   +0 54 52.8
 LG0929
 LG0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0929!SPC NE       -   0.99992523  x   0.99977280  =   0.99969804
 LG0929!UTM  14      -   0.99992523  x   0.99977358  =   0.99969882
 LG0929
 LG0929:                Primary Azimuth Mark                     Grid Az
 LG0929:SPC NE       -  FAIRMONT AZ MK RESET                     176 48 58.3
 LG0929:UTM  14      -  FAIRMONT AZ MK RESET                     177 29 41.5
 LG0929
 LG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1875299327(NAD 83)
 LG0929
 LG0929|---------------------------------------------------------------------|
 LG0929| PID    Reference Object                     Distance      Geod. Az  |
 LG0929|                                                           dddmmss.s |
 LG0929| CN9288 FAIRMONT RM 1                        29.971 METERS 07115     |
 LG0929| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 0.8 KM 0850923.4 |
 LG0929| LG0932 FAIRMONT AIR BASE WATER TANK        APPROX. 5.7 KM 1522610.6 |
 LG0929| CN9289 FAIRMONT RM 2                        25.743 METERS 17430     |
 LG0929| LG1357 FAIRMONT AZ MK RESET                               1782434.3 |
 LG0929| CN9287 FAIRMONT AZ MK                                     1801829.4 |
 LG0929| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.12.3 KM 1824754.8 |
 LG0929| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.12.6 KM 1825207.9 |
 LG0929| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.12.3 KM 1841250.2 |
 LG0929| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.11.2 KM 1872113.2 |
 LG0929| LG0940 GRAFTON ST HELENAS CH BELFRY        APPROX.10.3 KM 2641114.0 |
 LG0929|---------------------------------------------------------------------|
 LG0929
 LG0929                          SUPERSEDED SURVEY CONTROL
 LG0929
 LG0929  NAD 83(1986)-  40 38 10.52346(N)    097 35 44.52782(W) AD(       ) 2
 LG0929  NAD 27      -  40 38 10.50300(N)    097 35 43.34600(W) AD(       ) 2
 LG0929  NGVD 29             503.06   (m)         1650.5    (f) LEVELING    3  
 LG0929
 LG0929.Superseded values are not recommended for survey control.
 LG0929
 LG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0929.See file dsdata.pdf to determine how the superseded data were derived.
 LG0929
 LG0929_MARKER: DS = TRIANGULATION STATION DISK
 LG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0929_STAMPING: FAIRMONT 1950
 LG0929_MARK LOGO: CGS
 LG0929_PROJECTION: FLUSH
 LG0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0929+STABILITY: SURFACE MOTION
 LG0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0929+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0929
 LG0929  HISTORY     - Date     Condition        Report By
 LG0929  HISTORY     - 1950     MONUMENTED       CGS
 LG0929  HISTORY     - 1950     GOOD             CGS
 LG0929  HISTORY     - 1961     GOOD             CGS
 LG0929  HISTORY     - 1963     GOOD             CGS
 LG0929  HISTORY     - 1963     GOOD             CGS
 LG0929  HISTORY     - 1964     GOOD             CGS
 LG0929  HISTORY     - 19911007 GOOD             NGS
 LG0929  HISTORY     - 20190819 MARK NOT FOUND   NEGS
 LG0929
 LG0929                          STATION DESCRIPTION
 LG0929
 LG0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0929'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE TOWN OF
 LG0929'FAIRMONT, AT THE SOUTHEAST END OF THE VIADUCT WHERE U.S. HIGHWAY
 LG0929'81 PASSES OVER THE RAILROAD AND U.S. HIGHWAY 6.  IT IS 57 FEET
 LG0929'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 51.5 FEET NORTHEAST
 LG0929'OF THE SOUTHEAST PILLAR OF VIADUCT AND 38.8 FEET SOUTH OF A
 LG0929'U.S. HIGHWAY 6 SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LG0929'IS STAMPED FAIRMONT 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 1 IS 32.8 FEET SOUTH OF THE CENTERLINE
 LG0929'OF HIGHWAY 6 AND 8 FEET SOUTH-SOUTHWEST OF THE SOUTH POST
 LG0929'OF A MILEAGE SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LG0929'IS STAMPED FAIRMONT NO 1 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 2 IS 59 FEET EAST OF THE EMBANKMENT GUARD
 LG0929'RAIL OF HIGHWAY 81 AND 48 FEET SOUTHWEST OF A POWERLINE POLE.
 LG0929'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRMONT
 LG0929'NO 2 1950.
 LG0929'
 LG0929'AZIMUTH MARK IS 79.4 FEET SOUTHEAST OF A HIGHWAY MILEAGE SIGN
 LG0929'(YORK, LINCOLN AND HASTINGS), 45.5 FEET EAST OF THE CENTERLINE
 LG0929'OF HIGHWAY 81 AND 2 FEET NORTH OF A WITNESS POST.  THE MARK
 LG0929'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRMONT 1950.
 LG0929'
 LG0929'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE VIADUCT,
 LG0929'GO SOUTH ON HIGHWAY 81 FOR 0.35 MILE TO THE MARK ON THE LEFT
 LG0929'OR EAST SIDE OF THE HIGHWAY.
 LG0929'
 LG0929'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0929
 LG0929                          STATION RECOVERY (1950)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0929'RECOVERED IN GOOD CONDITION.
 LG0929
 LG0929                          STATION RECOVERY (1961)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LG0929'STATION WAS RECOVERED AS DESCRIBED AND A NEW STEEL WITNESS
 LG0929'POST WAS SET 1 FOOT EAST OF THE STATION MARK.  THE AZIMUTH
 LG0929'MARK WAS NOT RECOVERED AND SHOULD BE LISTED AS DESTROYED
 LG0929'BECAUSE U.S. HIGHWAY 81 RIGHT-OF-WAY HAS BEEN WIDENED AND A
 LG0929'DEEP DITCH OCCUPIES THE AREA WHERE THE AZIMUTH MARK WAS LOCATED.
 LG0929
 LG0929                          STATION RECOVERY (1963)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0929'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0929'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 LG0929'BEEN DESTROYED BY ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 81
 LG0929'PREVIOUSLY.  THE STATION MARK IS 1 FOOT WEST OF A NEW STEEL
 LG0929'WITNESS POST, 51.8 FEET NORTHEAST OF THE NORTHEAST CORNER
 LG0929'OF THE EAST ONE AND THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 LG0929'FOR THE OVERPASS OF U.S. HIGHWAY 81 OVER U.S. HIGHWAY 6,
 LG0929'48.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 LG0929'ONE AND THE SECOND PIER NORTH OF THE SOUTH ABUTMENT.  THE
 LG0929'MARK IS FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS
 LG0929'STAMPED FAIRMONT 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A STEEL POST AND FLUSH
 LG0929'WITH THE GROUND.
 LG0929'
 LG0929'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A STEEL POST AND FLUSH
 LG0929'WITH THE GROUND.
 LG0929
 LG0929                          STATION RECOVERY (1963)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0929'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0929'FOUND AS DESCRIBED AND IN GOOD CONDITION, EXCEPT THE AZIMUTH
 LG0929'MARK AND REFERENCE MARK NO. 2.  THE AZIMUTH MARK HAS BEEN
 LG0929'DESTROYED BY ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 81
 LG0929'AND REFERENCE MARK NO. 2 HAS BEEN COVERED OR DESTROYED.
 LG0929'
 LG0929'NOTE- U.S. HIGHWAY 81 IS BEING REBUILT FROM THE JUNCTION
 LG0929'OF U.S. HIGHWAY 6 NORTH FOR ABOUT 7 MILES.  THIS STATION
 LG0929'WILL BE REPAIRED AFTER THE ROAD CONSTRUCTION IS FINISHED.
 LG0929
 LG0929                          STATION RECOVERY (1964)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0929'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0929'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 LG0929'BEEN DESTROYED BY ROAD CONSTRUCTION WORK.  A NEW AZIMUTH MARK
 LG0929'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0929'
 LG0929'STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE TOWN OF FAIRMONT
 LG0929'AND AT THE SOUTH END OF THE VIADUCT WHICH PASSES OVER U.S. HIGHWAY
 LG0929'6 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 57 FEET SOUTH
 LG0929'OF THE CENTERLINE OF U.S. HIGHWAY 6, 51.5 FEET NORTHEAST OF THE
 LG0929'SOUTHEAST PILLAR OF THE VIADUCT, AND 1 FOOT WEST OF A NEW STEEL
 LG0929'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG0929'AND THE DISK IS STAMPED FAIRMONT 1950.  THESE MARKS ARE
 LG0929'DESCRIBED.
 LG0929'
 LG0929'REFERENCE MARK NO. 1 IS 98.33 FEET EAST-NORTHEAST OF THE
 LG0929'STATION, 33 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0929'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 LG0929'2 INCHES AND THE DISK IS STAMPED FAIRMONT NO 1 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 2 IS 84.46 FEET SOUTH OF THE STATION, AT
 LG0929'THE EAST FOOT OF A HIGH EMBANKMENT, AND 1 FOOT NORTH OF A
 LG0929'STEEL WITNESS POST.  THE MARK IS 2 INCHES BELOW GROUND LEVEL
 LG0929'AND THE DISK IS STAMPED FAIRMONT NO 2 1950.
 LG0929'
 LG0929'AZIMUTH MARK (RESET) IS 0.3 MILE SOUTH OF THE STATION, 97 FEET
 LG0929'EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 85 FEET EAST-NORTHEAST
 LG0929'OF THE V FOR U.S. HIGHWAY 81 AND THE TURNOFF TO THE NORTH-NORTHEAST
 LG0929'FOR THE JUNCTION WITH U.S. HIGHWAY 6, 55 FEET EAST OF THE
 LG0929'EAST EDGE OF TURNOFF, 9 FEET SOUTHEAST OF A POWER POLE, 2 FEET
 LG0929'NORTHWEST OF THE CONCRETE ROW MARKER POST FOR THE HIGHWAY,
 LG0929'AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 LG0929'4 INCHES AND THE DISK IS STAMPED FAIRMONT 1950 RESET 1964.
 LG0929'THIS MARK IS DESCRIBED.
 LG0929'
 LG0929'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE VIADUCT,
 LG0929'GO SOUTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO THE MARK ON THE
 LG0929'LEFT AS DESCRIBED.
 LG0929'
 LG0929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0929
 LG0929                          STATION RECOVERY (1991)
 LG0929
 LG0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0929'IN FAIRMONT, AT THE INTERSECTION OF U.S. HIGHWAYS 81 AND 6, 17.1 M
 LG0929'(56.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0929'13.7 M (44.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE EAST COLUMN
 LG0929'OF THE FIRST PIER NORTH OF THE SOUTH END OF THE U.S. HIGHWAY 81
 LG0929'OVERPASS OF U.S. HIGHWAY 6 AND THE BURLINGTON NORTHERN RAILROAD,
 LG0929'12.5 M (41.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST COLUMN
 LG0929'OF THE 2ND PIER NORTH OF THE SOUTH END OF THE OVERPASS, 9.0 M (29.5
 LG0929'FT) EAST-NORTHEAST OF A WITNESS POST, 8.2 M (26.9 FT) WEST OF THE
 LG0929'CENTER OF A GRAVELED ROAD, AND THE MONUMENT IS RECESSED 0.2 M (0.7
 LG0929'FT) BELOW THE GROUND SURFACE.
 LG0929
 LG0929                          STATION RECOVERY (2019)
 LG0929
 LG0929'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0929'THE MARK WAS NOT FOUND DUE TO THE CONSTRUCTION OF A NEW VIADUCT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0932 ***********************************************************************
 LG0932  DESIGNATION -  FAIRMONT AIR BASE WATER TANK
 LG0932  PID         -  LG0932
 LG0932  STATE/COUNTY-  NE/FILLMORE
 LG0932  COUNTRY     -  US
 LG0932  USGS QUAD   -  GENEVA (2017)
 LG0932
 LG0932                         *CURRENT SURVEY CONTROL
 LG0932  ______________________________________________________________________
 LG0932* NAD 83(1995) POSITION- 40 35 26.09901(N) 097 33 51.95699(W)   ADJUSTED
 LG0932  ______________________________________________________________________
 LG0932  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 LG0932  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LG0932  HORZ ORDER      -  THIRD
 LG0932
 LG0932.The horizontal coordinates were established by classical geodetic methods
 LG0932.and adjusted by the National Geodetic Survey in August 1997.
 LG0932
 LG0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0932.GEOID18 height accuracy estimate available here.
 LG0932
 LG0932.Click photographs - Photos may exist for this station.
 LG0932
 LG0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0932
 LG0932. The following values were computed from the NAD 83(1995) position.
 LG0932
 LG0932;                    North         East     Units Scale Factor Converg.
 LG0932;SPC NE       -    86,980.403   706,108.084   MT  0.99978508   +1 36 50.6
 LG0932;SPC NE       -   285,368.21  2,316,622.94   sFT  0.99978508   +1 36 50.6
 LG0932;UTM  14      - 4,494,299.823   621,479.382   MT  0.99978165   +0 56 03.0
 LG0932
 LG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2147994299(NAD 83)
 LG0932
 LG0932                          SUPERSEDED SURVEY CONTROL
 LG0932
 LG0932  NAD 83(1986)-  40 35 26.10448(N)    097 33 51.95884(W) AD(       ) 3
 LG0932  NAD 27      -  40 35 26.07800(N)    097 33 50.78700(W) AD(       ) 3
 LG0932
 LG0932.Superseded values are not recommended for survey control.
 LG0932
 LG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0932.See file dsdata.pdf to determine how the superseded data were derived.
 LG0932
 LG0932_MARKER: 53 = ELEVATED TANK
 LG0932
 LG0932  HISTORY     - Date     Condition        Report By
 LG0932  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0932  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 LG0932
 LG0932                          STATION DESCRIPTION
 LG0932
 LG0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0932'THIS STATION IS LOCATED APPROXIMATELY 1-1/2 MILES EAST AND 3-1/2
 LG0932'MILES SOUTH OF THE TOWN OF FAIRMONT, AT THE FAIRMONT ARMY AIR
 LG0932'BASE WHICH IS NOW OWNED BY THE STATE OF NEBRASKA.  IT IS A TANK,
 LG0932'SET ON THE TOP OF A ROUND CONCRETE BASE, 80 FEET IN DIAMETER AND
 LG0932'ABOUT 90 FEET HIGH.  THE TANK IS PAINTED YELLOW AND WHITE.
 LG0932'
 LG0932'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0932
 LG0932                          STATION RECOVERY (2004)
 LG0932
 LG0932'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0932'THE STATION SHOULD BE DECLARED DESTROYED. SITE LOCATED. THE TANK IS
 LG0932'NOW ONLY APPROXIMATELY 25 FEET HIGH AND IS A RUSTY COLOR.  THE SITE IS
 LG0932'NOW FILMORE COUNTY INDUSTRIAL AIR PARK, AND IS ONE MILE EAST OF U.S.
 LG0932'HIGHWAY 81. THE SITE IS AT THE SOUTHEAST CORNER OF THE OLD AIR FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0926 ***********************************************************************
 LG0926  DESIGNATION -  FAIRMONT MUNICIPAL STANDPIPE
 LG0926  PID         -  LG0926
 LG0926  STATE/COUNTY-  NE/FILLMORE
 LG0926  COUNTRY     -  US
 LG0926  USGS QUAD   -  FAIRMONT (2017)
 LG0926
 LG0926                         *CURRENT SURVEY CONTROL
 LG0926  ______________________________________________________________________
 LG0926* NAD 83(1995) POSITION- 40 38 12.81163(N) 097 35 08.94381(W)   ADJUSTED
 LG0926  ______________________________________________________________________
 LG0926  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 LG0926  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 LG0926  HORZ ORDER      -  THIRD
 LG0926
 LG0926.The horizontal coordinates were established by classical geodetic methods
 LG0926.and adjusted by the National Geodetic Survey in August 1997.
 LG0926
 LG0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0926.GEOID18 height accuracy estimate available here.
 LG0926
 LG0926.Click photographs - Photos may exist for this station.
 LG0926
 LG0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0926
 LG0926. The following values were computed from the NAD 83(1995) position.
 LG0926
 LG0926;                    North         East     Units Scale Factor Converg.
 LG0926;SPC NE       -    92,068.961   704,155.305   MT  0.99977263   +1 35 59.5
 LG0926;SPC NE       -   302,062.92  2,310,216.20   sFT  0.99977263   +1 35 59.5
 LG0926;UTM  14      - 4,499,411.176   619,587.070   MT  0.99977603   +0 55 16.0
 LG0926
 LG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1958799411(NAD 83)
 LG0926
 LG0926                          SUPERSEDED SURVEY CONTROL
 LG0926
 LG0926  NAD 83(1986)-  40 38 12.81845(N)    097 35 08.94773(W) AD(       ) 3
 LG0926  NAD 27      -  40 38 12.79800(N)    097 35 07.77700(W) AD(       ) 3
 LG0926
 LG0926.Superseded values are not recommended for survey control.
 LG0926
 LG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0926.See file dsdata.pdf to determine how the superseded data were derived.
 LG0926
 LG0926_MARKER: 52 = STANDPIPE TANK
 LG0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0926+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0926
 LG0926  HISTORY     - Date     Condition        Report By
 LG0926  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0926  HISTORY     - 1950     GOOD             CGS
 LG0926  HISTORY     - 19880412 GOOD             NGS
 LG0926  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 LG0926
 LG0926                          STATION DESCRIPTION
 LG0926
 LG0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0926'THE STATION IS LOCATED IN THE TOWN OF FAIRMONT, ON THE SOUTH
 LG0926'SIDE OF U.S. HIGHWAY 6, ACROSS THE HIGHWAY FROM THE DEPOT.  IT IS
 LG0926'A STEEL STRUCTURE 10 FEET IN DIAMETER, ABOUT 110 FEET HIGH, AND
 LG0926'IS SILVER IN COLOR.  THE WORD FAIRMONT IS PAINTED ON THE SIDE.
 LG0926'
 LG0926'THE POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 LG0926
 LG0926                          STATION RECOVERY (1950)
 LG0926
 LG0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0926'RECOVERED IN GOOD CONDITION.
 LG0926
 LG0926                          STATION RECOVERY (1988)
 LG0926
 LG0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0926'RECOVERED IN GOOD CONDITION.
 LG0926
 LG0926                          STATION RECOVERY (2004)
 LG0926
 LG0926'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0926'STATION NOT FOUND. SITE LOCATED. DEPOT FOUND, BUT NO STANDPIPE EXISTS
 LG0926'ACROSS U.S. HIGHWAY 6 FROM THE DEPOT. THERE ARE ONLY BUILDINGS WHERE
 LG0926'THE OLD STANDPIPE WAS.  THE STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1372 ***********************************************************************
 LF1372  DESIGNATION -  FALLS CITY
 LF1372  PID         -  LF1372
 LF1372  STATE/COUNTY-  NE/RICHARDSON
 LF1372  COUNTRY     -  US
 LF1372  USGS QUAD   -  FALLS CITY (2017)
 LF1372
 LF1372                         *CURRENT SURVEY CONTROL
 LF1372  ______________________________________________________________________
 LF1372* NAD 83(1995) POSITION- 40 04 13.68402(N) 095 36 12.28867(W)   ADJUSTED
 LF1372* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 LF1372  ______________________________________________________________________
 LF1372  GEOID HEIGHT    -        -30.450 (meters)                     GEOID18
 LF1372  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 LF1372  HORZ ORDER      -  FIRST
 LF1372
 LF1372.The horizontal coordinates were established by classical geodetic methods
 LF1372.and adjusted by the National Geodetic Survey in August 1997.
 LF1372
 LF1372.The orthometric height was scaled from a topographic map.
 LF1372
 LF1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1372.GEOID18 height accuracy estimate available here.
 LF1372
 LF1372.Click photographs - Photos may exist for this station.
 LF1372
 LF1372.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1372
 LF1372. The following values were computed from the NAD 83(1995) position.
 LF1372
 LF1372;                    North         East     Units Scale Factor Converg.
 LF1372;SPC NE       -    35,864.318   874,881.978   MT  0.99996890   +2 54 49.0
 LF1372;SPC NE       -   117,664.85  2,870,341.96   sFT  0.99996890   +2 54 49.0
 LF1372;SPC NE       -   117,664.85  2,870,341.96   sFT  0.99996890   +2 54 49.0
 LF1372;SPC MO W     -   433,875.324   755,876.720   MT  1.00005020   -0 42 37.3
 LF1372;SPC NE       -    35,864.318   874,881.978   MT  0.99996890   +2 54 49.0
 LF1372;UTM  15      - 4,438,826.622   277,988.772   MT  1.00020681   -1 40 35.7
 LF1372
 LF1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1372!SPC NE       -   0.99995582  x   0.99996890  =   0.99992472
 LF1372!SPC MO W     -   0.99995582  x   1.00005020  =   1.00000602
 LF1372!SPC NE       -   0.99995582  x   0.99996890  =   0.99992472
 LF1372!UTM  15      -   0.99995582  x   1.00020681  =   1.00016262
 LF1372
 LF1372:                Primary Azimuth Mark                     Grid Az
 LF1372:SPC NE       -  DECKINGER RESET                          133 37 22.0
 LF1372:SPC MO W     -  DECKINGER RESET                          137 14 48.3
 LF1372:SPC NE       -  DECKINGER RESET                          133 37 22.0
 LF1372:UTM  15      -  DECKINGER RESET                          138 12 46.7
 LF1372
 LF1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7798838826(NAD 83)
 LF1372
 LF1372|---------------------------------------------------------------------|
 LF1372| PID    Reference Object                     Distance      Geod. Az  |
 LF1372|                                                           dddmmss.s |
 LF1372| CL6509 FALLS CITY RM 1                      20.254 METERS 10857     |
 LF1372| LF1373 DECKINGER RESET                     APPROX.10.7 KM 1363211.0 |
 LF1372| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX. 1.0 KM 1384524.4 |
 LF1372| LF1374 FALLS CITY CO SHERIFFS MAST         APPROX. 0.9 KM 1743408.6 |
 LF1372| CL6511 FALLS CITY RM 3                      10.430 METERS 19428     |
 LF1372| CL6510 FALLS CITY RM 2                      22.260 METERS 20930     |
 LF1372| LF1371 FALLS CITY MUNICIPAL TANK            79.246 METERS 27147     |
 LF1372| CL6508 FALLS CITY AZ MK                                   2730100.8 |
 LF1372| LF1376 VERDON MUNICIPAL TANK               APPROX.12.1 KM 3144634.5 |
 LF1372|---------------------------------------------------------------------|
 LF1372
 LF1372                          SUPERSEDED SURVEY CONTROL
 LF1372
 LF1372  NAD 83(1986)-  40 04 13.69044(N)    095 36 12.28546(W) AD(       ) 1
 LF1372  NAD 27      -  40 04 13.68300(N)    095 36 11.34200(W) AD(       ) 1
 LF1372
 LF1372.Superseded values are not recommended for survey control.
 LF1372
 LF1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1372.See file dsdata.pdf to determine how the superseded data were derived.
 LF1372
 LF1372_MARKER: DS = TRIANGULATION STATION DISK
 LF1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1372_STAMPING: FALLS CITY 1945
 LF1372_MARK LOGO: CGS
 LF1372_PROJECTION: FLUSH
 LF1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1372+STABILITY: SURFACE MOTION
 LF1372
 LF1372  HISTORY     - Date     Condition        Report By
 LF1372  HISTORY     - 1945     MONUMENTED       CGS
 LF1372  HISTORY     - 1958     GOOD             CGS
 LF1372  HISTORY     - 1966     GOOD             CGS
 LF1372  HISTORY     - 20100513 GOOD             INDIV
 LF1372  HISTORY     - 20120710 GOOD             NEDR
 LF1372
 LF1372                          STATION DESCRIPTION
 LF1372
 LF1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1372'STATION IS LOCATED IN THE N SECTION OF FALLS CITY, ON GROUNDS OF THE
 LF1372'FALLS CITY PUBLIC SCHOOL.  THE MARK IS SITUATED ON THE N SIDE
 LF1372'OF THE SQUARE, 175 FEET NW OF THE NW CORNER OF THE SCHOOL BUILDING,
 LF1372'AND 64 FEET S OF THE APPROXIMATE CENTER OF TWENTY-SIXTH STREET.
 LF1372'
 LF1372'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 LF1372'CONCRETE POST, STAMPED FALLS CITY 1945, AND FLUSH WITH THE GROUND
 LF1372'SURFACE.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 LF1372'CONCRETE.
 LF1372'
 LF1372'REFERENCE MARK 1 IS 66.45 FEET ESE OF THE STATION AND 84 FEET
 LF1372'S OF THE APPROXIMATE CENTER OF TWENTY-SIXTH STREET.  IT IS A
 LF1372'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 LF1372'FALLS CITY NO 1 1945, AND FLUSH WITH THE GROUND.
 LF1372'
 LF1372'REFERENCE MARK 2 IS 73.03 FEET SSW OF THE STATION AND 5 FEET
 LF1372'NNE OF THE CENTER OF A 12-INCH CEDAR TREE.  IT IS A BRONZE REFERENCE
 LF1372'DISK SET IN TOP OF A CONCRETE POST, STAMPED FALLS CITY NO 2 1945,
 LF1372'AND FLUSH WITH THE SURFACE OF THE GROUND.
 LF1372'
 LF1372'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE W OF THE STATION, AT
 LF1372'THE DEAD END OF TWENTY-SIXTH STREET, 20 FEET W OF THE APPROXIMATE
 LF1372'CENTER OF A N-S STREET, AT A FENCE CORNER, AND 2 FEET E OF A
 LF1372'STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK, SET IN TOP
 LF1372'OF A CONCRETE POST, STAMPED FALLS CITY 1945, AND PROJECTS 4
 LF1372'INCHES.
 LF1372'
 LF1372'A TRAVERSE CONNECTION WAS MADE TO THE FALLS CITY MUNICIPAL WATER
 LF1372'TANK, DISTANCE-79.248 METERS, 260.0 FEET.
 LF1372'
 LF1372'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE
 LF1372'SQUARE IN FALLS CITY, GO N ON STONE STREET FOR 0.5 MILE TO THE
 LF1372'SCHOOLHOUSE AND STATION ON THE OPPOSITE SIDE OF THE SQUARE AS
 LF1372'DESCRIBED.
 LF1372'
 LF1372'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LF1372
 LF1372                          STATION RECOVERY (1958)
 LF1372
 LF1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LF1372'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LF1372'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS REMOVED
 LF1372'FOR THE CONSTRUCTION OF A NEW FALLS CITY PUBLIC SCHOOL.  REFERENCE
 LF1372'MARK NO. 3 WAS ESTABLISHED WHEN THE NEW SCHOOL WAS COMPLETED.  THE
 LF1372'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO THE GROWTH
 LF1372'OF TREES AND BUSHES.  THE OLD SCHOOL BUILDING HAS BEEN RAZED.  A
 LF1372'COMPLETE DESCRIPTION FOLLOWS.
 LF1372'
 LF1372'STATION IS LOCATED IN THE NORTH SECTION OF THE TOWN OF FALLS CITY
 LF1372'ON THE GROUNDS OF THE FALLS CITY PUBLIC SCHOOL ABOUT 260 FEET
 LF1372'EAST OF THE FALLS CITY, MUNICIPAL WATER TANK, 154 FEET
 LF1372'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 LF1372'122 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL
 LF1372'BUILDING, AND 34 FEET NORTH OF THE NORTH SIDE OF THE SCHOOL
 LF1372'BUILDING.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LF1372'THE DISK IS STAMPED FALLS CITY 1945.
 LF1372'
 LF1372'REFERENCE MARK NO. 1 IS 66.45 FEET EAST-SOUTHEAST OF THE STATION,
 LF1372'56 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF SCHOOL BUILDING,
 LF1372'AND 12.5 FEET NORTH OF THE NORTH SIDE OF THE SCHOOL BUILDING.  THE
 LF1372'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LF1372'STAMPED FALLS CITY NO 1 1945.
 LF1372'
 LF1372'REFERENCE MARK NO. 3 IS SOUTH-SOUTHWEST 34.22 FEET OF THE STATION,
 LF1372'143 FEET EAST OF THE NORTHWEST CORNER OF THE SCHOOL, 126 WEST OF
 LF1372'THE NORTHEAST CORNER OF THE SCHOOL, AND 6 INCHES NORTH OF THE
 LF1372'NORTH SIDE OF THE SCHOOL BUILDING.  THE MARK IS FLUSH WITH THE
 LF1372'SURFACE OF THE GROUND AND THE DISK IS STAMPED FALLS CITY NO 3
 LF1372'1945.
 LF1372'
 LF1372'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, AT THE DEAD-END
 LF1372'OF TWENTY-SIXTH STREET, 20 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LF1372'STREET, AND 1 FOOT NORTHEAST OF A FENCE CORNER.  THE MARK IS FLUSH
 LF1372'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FALLS
 LF1372'CITY 1945.
 LF1372'
 LF1372'THE DISTANCE TO THE WATER TANK WAS CHECKED AND FOUND TO BE 260.0
 LF1372'FEET.
 LF1372'
 LF1372'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LF1372'SQUARE IN FALLS CITY, GO NORTH ON STONE STREET FOR 0.5 MILE TO
 LF1372'THE SCHOOL AND THE STATION AS DESCRIBED.
 LF1372
 LF1372                          STATION RECOVERY (1966)
 LF1372
 LF1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LF1372'THE STATION, R.M. NO. 1, R.M. NO. 3 AND THE AZIMUTH MARK RECOVERED
 LF1372'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LF1372'IN THE WAY OF CONSTRUCTION OF A NEW STREET.  THIS MARK WAS
 LF1372'DESTROYED AND A NEW MARK COULD NOT BE ESTABLISHED AS NO OBJECTS
 LF1372'WERE VISIBLE FROM THE GROUND.
 LF1372'
 LF1372'THE STATION MARK RECOVERED AS DESCRIBED AND IS 1.56 FEET NORTHWEST
 LF1372'OF THE WEST STEEL PIPE SUPPORTING PLAYGROUND SWINGS.
 LF1372'
 LF1372'THE FALLS CITY MUNICIPAL TANK, MENTIONED IN THE 1945 AND
 LF1372'1958 DESCRIPTIONS, HAS BEEN TORN DOWN.  A NEW TANK HAS BEEN BUILT
 LF1372'ABOUT 0.25 MILE WEST OF THE ORIGINAL SITE.
 LF1372'
 LF1372'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 LF1372'RECOVERY.
 LF1372
 LF1372                          STATION RECOVERY (2010)
 LF1372
 LF1372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF1372'RECOVERED IN GOOD CONDITION.
 LF1372
 LF1372                          STATION RECOVERY (2012)
 LF1372
 LF1372'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF1372'THE LEVELED ELEVATION WE GOT ON IT IS 1022.355 88 DATUM IN FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1374 ***********************************************************************
 LF1374  DESIGNATION -  FALLS CITY CO SHERIFFS MAST
 LF1374  PID         -  LF1374
 LF1374  STATE/COUNTY-  NE/RICHARDSON
 LF1374  COUNTRY     -  US
 LF1374  USGS QUAD   -  FALLS CITY (2017)
 LF1374
 LF1374                         *CURRENT SURVEY CONTROL
 LF1374  ______________________________________________________________________
 LF1374* NAD 83(1995) POSITION- 40 03 43.93842(N) 095 36 08.60815(W)   ADJUSTED
 LF1374  ______________________________________________________________________
 LF1374  GEOID HEIGHT    -        -30.458 (meters)                     GEOID18
 LF1374  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LF1374  HORZ ORDER      -  THIRD
 LF1374
 LF1374.The horizontal coordinates were established by classical geodetic methods
 LF1374.and adjusted by the National Geodetic Survey in August 1997.
 LF1374
 LF1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1374.GEOID18 height accuracy estimate available here.
 LF1374
 LF1374.Click photographs - Photos may exist for this station.
 LF1374
 LF1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1374
 LF1374. The following values were computed from the NAD 83(1995) position.
 LF1374
 LF1374;                    North         East     Units Scale Factor Converg.
 LF1374;SPC NE       -    34,952.513   875,015.720   MT  0.99997247   +2 54 51.4
 LF1374;SPC NE       -   114,673.37  2,870,780.74   sFT  0.99997247   +2 54 51.4
 LF1374;UTM  15      - 4,437,906.821   278,049.132   MT  1.00020648   -1 40 32.3
 LF1374
 LF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7804937906(NAD 83)
 LF1374
 LF1374                          SUPERSEDED SURVEY CONTROL
 LF1374
 LF1374  NAD 83(1986)-  40 03 43.94486(N)    095 36 08.60480(W) AD(       ) 3
 LF1374  NAD 27      -  40 03 43.94300(N)    095 36 07.66100(W) AD(       ) 3
 LF1374
 LF1374.Superseded values are not recommended for survey control.
 LF1374
 LF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1374.See file dsdata.pdf to determine how the superseded data were derived.
 LF1374
 LF1374_MARKER: 42 = RADIO/TV MAST
 LF1374
 LF1374  HISTORY     - Date     Condition        Report By
 LF1374  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1374
 LF1374                          STATION DESCRIPTION
 LF1374
 LF1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1374'STATION IS SITUATED ON THE TOP OF THE COURTHOUSE IN THE CITY OF
 LF1374'FALLS CITY.  IT IS A FOUR-LEGGED, STEEL STRUCTURE PAINTED RED AND
 LF1374'WHITE-STRIPED AND PROJECTS ABOUT 112 FEET ABOVE THE BUILDING.
 LF1374'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 LF1374'
 LF1374'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1370 ***********************************************************************
 LF1370  DESIGNATION -  FALLS CITY ST PET AND PAULS CH
 LF1370  PID         -  LF1370
 LF1370  STATE/COUNTY-  NE/RICHARDSON
 LF1370  COUNTRY     -  US
 LF1370  USGS QUAD   -  FALLS CITY (2017)
 LF1370
 LF1370                         *CURRENT SURVEY CONTROL
 LF1370  ______________________________________________________________________
 LF1370* NAD 83(1995) POSITION- 40 03 48.23369(N) 095 35 43.24847(W)   ADJUSTED
 LF1370  ______________________________________________________________________
 LF1370  GEOID HEIGHT    -        -30.469 (meters)                     GEOID18
 LF1370  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 LF1370  HORZ ORDER      -  THIRD
 LF1370
 LF1370.The horizontal coordinates were established by classical geodetic methods
 LF1370.and adjusted by the National Geodetic Survey in August 1997.
 LF1370
 LF1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1370.GEOID18 height accuracy estimate available here.
 LF1370
 LF1370.Click photographs - Photos may exist for this station.
 LF1370
 LF1370.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1370
 LF1370. The following values were computed from the NAD 83(1995) position.
 LF1370
 LF1370;                    North         East     Units Scale Factor Converg.
 LF1370;SPC NE       -    35,115.397   875,609.178   MT  0.99997195   +2 55 08.2
 LF1370;SPC NE       -   115,207.76  2,872,727.78   sFT  0.99997195   +2 55 08.2
 LF1370;UTM  15      - 4,438,021.718   278,653.861   MT  1.00020318   -1 40 16.1
 LF1370
 LF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7865338021(NAD 83)
 LF1370
 LF1370                          SUPERSEDED SURVEY CONTROL
 LF1370
 LF1370  NAD 83(1986)-  40 03 48.24015(N)    095 35 43.24521(W) AD(       ) 3
 LF1370  NAD 27      -  40 03 48.23100(N)    095 35 42.30000(W) AD(       ) 3
 LF1370
 LF1370.Superseded values are not recommended for survey control.
 LF1370
 LF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1370.See file dsdata.pdf to determine how the superseded data were derived.
 LF1370
 LF1370_MARKER: 91 = CHURCH CROSS
 LF1370
 LF1370  HISTORY     - Date     Condition        Report By
 LF1370  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1370
 LF1370                          STATION DESCRIPTION
 LF1370
 LF1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1370'STATION IS LOCATED IN THE E SECTION OF THE CITY, APPROXIMATELY
 LF1370'138 FEET E OF THE APPROXIMATE CENTER OF FULTON STREET AND
 LF1370'ABOUT 200 FEET SE OF THE INTERSECTION OF FULTON AND NINETEENTH
 LF1370'STREET.  THE SPIRE IS OF RED-TILE CONSTRUCTION, HAVING A CROSS
 LF1370'AT THE TOP AND A CLOCK AT THE BASE, AND IS APPROXIMATELY 100
 LF1370'FEET HIGH.  THE POINT OBSERVED UPON WAS THE BASE OF THE CROSS.
 LF1370'
 LF1370'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0394 ***********************************************************************
 LJ0394  DESIGNATION -  FARNAM
 LJ0394  PID         -  LJ0394
 LJ0394  STATE/COUNTY-  NE/FRONTIER
 LJ0394  COUNTRY     -  US
 LJ0394  USGS QUAD   -  FARNAM (2017)
 LJ0394
 LJ0394                         *CURRENT SURVEY CONTROL
 LJ0394  ______________________________________________________________________
 LJ0394* NAD 83(1995) POSITION- 40 40 22.23414(N) 100 14 26.43573(W)   ADJUSTED
 LJ0394* NAVD 88 ORTHO HEIGHT -   868.06  (+/-2cm)     2848.0   (feet) VERTCON
 LJ0394  ______________________________________________________________________
 LJ0394  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 LJ0394  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 LJ0394  HORZ ORDER      -  THIRD
 LJ0394  VERT ORDER      -  THIRD ? (See Below)
 LJ0394
 LJ0394.The horizontal coordinates were established by classical geodetic methods
 LJ0394.and adjusted by the National Geodetic Survey in August 1997.
 LJ0394
 LJ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0394
 LJ0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0394.GEOID18 height accuracy estimate available here.
 LJ0394
 LJ0394.The vertical order pertains to the NGVD 29 superseded value.
 LJ0394
 LJ0394.Click photographs - Photos may exist for this station.
 LJ0394
 LJ0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0394
 LJ0394. The following values were computed from the NAD 83(1995) position.
 LJ0394
 LJ0394;                    North         East     Units Scale Factor Converg.
 LJ0394;SPC NE       -    93,238.076   479,655.678   MT  0.99976341   -0 09 34.2
 LJ0394;SPC NE       -   305,898.59  1,573,670.34   sFT  0.99976341   -0 09 34.2
 LJ0394;UTM  14      - 4,503,180.523   395,141.725   MT  0.99973534   -0 48 31.2
 LJ0394
 LJ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0394!SPC NE       -   0.99986753  x   0.99976341  =   0.99963097
 LJ0394!UTM  14      -   0.99986753  x   0.99973534  =   0.99960291
 LJ0394
 LJ0394:                Primary Azimuth Mark                     Grid Az
 LJ0394:SPC NE       -  FARNAM AZ MK 2                           020 03 11.4
 LJ0394:UTM  14      -  FARNAM AZ MK 2                           020 42 08.4
 LJ0394
 LJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9514103180(NAD 83)
 LJ0394
 LJ0394|---------------------------------------------------------------------|
 LJ0394| PID    Reference Object                     Distance      Geod. Az  |
 LJ0394|                                                           dddmmss.s |
 LJ0394| CN9296 FARNAM AZ MK                                       0195238.2 |
 LJ0394| CN9297 FARNAM AZ MK 2                                     0195337.2 |
 LJ0394| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX. 4.7 KM 0285201.6 |
 LJ0394| CN9300 FARNAM RM 3                          20.414 METERS 06033     |
 LJ0394| CN9298 FARNAM RM 1                          11.804 METERS 07038     |
 LJ0394| CN9299 FARNAM RM 2                          11.701 METERS 20250     |
 LJ0394| CN9301 FARNAM RM 4                          11.425 METERS 21346     |
 LJ0394| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.13.5 KM 2782010.1 |
 LJ0394|---------------------------------------------------------------------|
 LJ0394
 LJ0394                          SUPERSEDED SURVEY CONTROL
 LJ0394
 LJ0394  NAD 83(1986)-  40 40 22.23967(N)    100 14 26.44231(W) AD(       ) 3
 LJ0394  NAD 27      -  40 40 22.20649(N)    100 14 24.94432(W) AD(       ) 3
 LJ0394  NGVD 29             867.73   (m)         2846.9    (f) LEVELING    3  
 LJ0394
 LJ0394.Superseded values are not recommended for survey control.
 LJ0394
 LJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0394.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0394
 LJ0394_MARKER: DS = TRIANGULATION STATION DISK
 LJ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0394_STAMPING: FARNAM 1951
 LJ0394_MARK LOGO: CGS
 LJ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0394+STABILITY: SURFACE MOTION
 LJ0394
 LJ0394  HISTORY     - Date     Condition        Report By
 LJ0394  HISTORY     - 1951     MONUMENTED       CGS
 LJ0394  HISTORY     - 1970     GOOD             USGS
 LJ0394  HISTORY     - 1971     GOOD             NGS
 LJ0394
 LJ0394                          STATION DESCRIPTION
 LJ0394
 LJ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0394'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF FARNAM,
 LJ0394'ON THE HIGHEST POINT OF A RIDGE IN A FENCE CORNER, JUST NORTHWEST
 LJ0394'OF WHERE A GRADED ROAD CURVES FROM THE WEST TO THE SOUTH AND
 LJ0394'0.05 MILE NORTHWEST ACROSS THE ROAD FROM A SCHOOLHOUSE.  IT
 LJ0394'IS 34.0 FEET NORTHWEST OF THE CENTER OF THE CURVE WHERE THE
 LJ0394'GRADED ROAD CURVES FROM THE WEST TO THE SOUTH, 5.0 FEET
 LJ0394'SOUTHEAST OF A FENCE CORNER AND 4.0 FEET SOUTH OF A WITNESS
 LJ0394'POST.  IT PROJECTS 2 INCHES AND IS STAMPED FARNAM 1951.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 1 IS 22.0 FEET NORTH OF THE CENTER OF THE
 LJ0394'GRADED ROAD WHERE IT STARTS TO CURVE FROM THE WEST TO THE
 LJ0394'SOUTH AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 LJ0394'3 INCHES AND IS STAMPED FARNAM NO 1 1951.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 2 IS 22.0 FEET WEST OF THE CENTER OF THE
 LJ0394'GRADED ROAD WHERE IT FINISHES THE CURVE FROM THE WEST TO THE
 LJ0394'SOUTH AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2
 LJ0394'INCHES AND IS STAMPED FARNAM NO 2 1951.
 LJ0394'
 LJ0394'THE DISTANCE BETWEEN REFERENCE MARKS IS 70.4 FEET.
 LJ0394'
 LJ0394'THE AZIMUTH MARK IS 35.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LJ0394'GRADED ROAD, 2.0 FEET SOUTHEAST OF A POWERLINE POLE AND 2.0
 LJ0394'FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS
 LJ0394'STAMPED FARNAM 1951.
 LJ0394'
 LJ0394'TO REACH THE STATION FROM THE DEPOT IN FARNAM, GO SOUTH ON A
 LJ0394'GRAVELED ROAD FOR 0.15 MILE TO A Y FORK.  TAKE RIGHT FORK AND
 LJ0394'GO WEST ON A GRAVELED ROAD FOR 0.65 MILE TO A T ROAD SOUTH,
 LJ0394'TURN LEFT, SOUTH, ON A GRADED ROAD FOR 1.0 MILE TO A T
 LJ0394'INTERSECTION.  TURN RIGHT, WEST, ON A GRADED ROAD FOR 0.3 MILE TO
 LJ0394'THE TOP OF A HILL AND THE AZIMUTH MARK ON THE RIGHT AS
 LJ0394'DESCRIBED.  CONTINUE WEST FOR 0.15 MILE TO A T ROAD SOUTH, TURN
 LJ0394'LEFT, SOUTH, ON A GRADED ROAD FOR 0.8 MILE TO WHERE THE
 LJ0394'MAIN ROAD TURNS WEST.  TURN RIGHT, WEST, ON THE MAIN ROAD FOR
 LJ0394'0.2 MILE TO WHERE THE ROAD CURVES TO THE SOUTH AND THE
 LJ0394'STATION ON THE RIGHT AS DESCRIBED.
 LJ0394'
 LJ0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0394
 LJ0394                          STATION RECOVERY (1970)
 LJ0394
 LJ0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LJ0394'STATION MARK APPEARS TO BE OK AS DESCRIBED.  R.M. 1 AND 2 AND
 LJ0394'THE AZ MK ALL HAVE HAVE BEEN DESTROYED.  THESE MARKS WERE
 LJ0394'FOUND IN THE ROAD SIDE DITCH.
 LJ0394'
 LJ0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 LJ0394'MILES SOUTHWEST OF FARNAM
 LJ0394
 LJ0394                          STATION RECOVERY (1971)
 LJ0394
 LJ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0394'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LJ0394'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 LJ0394'MARK WERE FOUND DESTROYED.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND A NEW AZIMUTH
 LJ0394'MARK WERE SET.
 LJ0394'
 LJ0394'FOLLOWING IS A NEW DESCRIPTION.
 LJ0394'
 LJ0394'TO REACH THE STATION FROM THE DEPOT AT FARNAM, GO SOUTH ON A
 LJ0394'GRAVELED ROAD FOR 0.3 MILE TO A ROAD FORK.  TURN RIGHT AND GO
 LJ0394'WEST ON A GRAVELED ROAD FOR 0.75 MILES TO A SIDE ROAD ON THE LEFT.
 LJ0394'TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 1.0 MILE TO A
 LJ0394'T-INTERSECTION.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.35
 LJ0394'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 LJ0394'DIRT ROAD FOR 0.1 MILE TO A ROAD FORK.  TURN LEFT AND GO SOUTH
 LJ0394'ON A DIRT ROAD FOR 0.9 MILE TO A T-INTERSECTION.  TURN RIGHT
 LJ0394'AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO WHERE THE ROAD
 LJ0394'TURNS SOUTH AND THE STATION ON THE RIGHT.
 LJ0394'
 LJ0394'STATION MARK, A STANDARD DISK STAMPED FARNAM 1951, IS SET IN THE
 LJ0394'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LJ0394'73.5 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH GUYS, 38
 LJ0394'FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD, 4 FEET SOUTHEAST
 LJ0394'OF A JOG IN THE FENCE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 LJ0394'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FARNAM 1951 NO. 3
 LJ0394'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0394'4 INCHES.  IT IS 74 FEET EAST-NORTHEAST OF THE JOG IN THE
 LJ0394'FENCE, 35 FEET NORTH OF THE CENTER OF THE DIRT ROAD, AND 4 FEET
 LJ0394'NORTH OF THE SOUTH EDGE OF A ROAD DITCH.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FARNAM 1951 NO. 4
 LJ0394'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0394'3 INCHES.  IT IS 39 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 LJ0394'37 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH THE GUYS,
 LJ0394'AND 3 FEET WEST OF THE OLD FENCE.
 LJ0394'
 LJ0394'AZIMUTH MARK, A STANDARD DISK STAMPED FARNAM 1951 1971, IS SET
 LJ0394'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LJ0394'IT IS 32 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 4 FEET
 LJ0394'EAST OF A POWERLINE POLE, AND 1.5 FEET WEST OF A METAL WITNESS
 LJ0394'POST.
 LJ0394'
 LJ0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 LJ0394'MILES SOUTHWEST OF FARNAM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0393 ***********************************************************************
 LJ0393  DESIGNATION -  FARNAM MUNICIPAL STANDPIPE
 LJ0393  PID         -  LJ0393
 LJ0393  STATE/COUNTY-  NE/DAWSON
 LJ0393  COUNTRY     -  US
 LJ0393  USGS QUAD   -  FARNAM (2017)
 LJ0393
 LJ0393                         *CURRENT SURVEY CONTROL
 LJ0393  ______________________________________________________________________
 LJ0393* NAD 83(1995) POSITION- 40 42 34.86446(N) 100 12 50.34330(W)   ADJUSTED
 LJ0393  ______________________________________________________________________
 LJ0393  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 LJ0393  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 LJ0393  HORZ ORDER      -  THIRD
 LJ0393
 LJ0393.The horizontal coordinates were established by classical geodetic methods
 LJ0393.and adjusted by the National Geodetic Survey in August 1997.
 LJ0393
 LJ0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0393.GEOID18 height accuracy estimate available here.
 LJ0393
 LJ0393.Click photographs - Photos may exist for this station.
 LJ0393
 LJ0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0393
 LJ0393. The following values were computed from the NAD 83(1995) position.
 LJ0393
 LJ0393;                    North         East     Units Scale Factor Converg.
 LJ0393;SPC NE       -    97,322.345   481,922.092   MT  0.99975436   -0 08 30.5
 LJ0393;SPC NE       -   319,298.39  1,581,106.06   sFT  0.99975436   -0 08 30.5
 LJ0393;UTM  14      - 4,507,238.726   397,454.238   MT  0.99972943   -0 47 30.7
 LJ0393
 LJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9745407238(NAD 83)
 LJ0393
 LJ0393                          SUPERSEDED SURVEY CONTROL
 LJ0393
 LJ0393  NAD 83(1986)-  40 42 34.87012(N)    100 12 50.34875(W) AD(       ) 3
 LJ0393  NAD 27      -  40 42 34.84141(N)    100 12 48.85637(W) AD(       ) 3
 LJ0393
 LJ0393.Superseded values are not recommended for survey control.
 LJ0393
 LJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0393.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0393
 LJ0393_MARKER: 52 = STANDPIPE TANK
 LJ0393
 LJ0393  HISTORY     - Date     Condition        Report By
 LJ0393  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0393  HISTORY     - 1951     GOOD             CGS
 LJ0393
 LJ0393                          STATION DESCRIPTION
 LJ0393
 LJ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0393'POINT OBSERVED UPON IS THE CENTER OF MUNICIPAL STANDPIPE.  IT
 LJ0393'IS LOCATED IN THE NORTHERN PART OF TOWN JUST SOUTH OF SCHOOL
 LJ0393'ATHLETIC FIELD.  STANDPIPE IS ABOUT 100 FEET HIGH.
 LJ0393'
 LJ0393'STATION WAS OBSERVED FROM TRIANGULATION STATIONS BRACE AND EARL.
 LJ0393
 LJ0393                          STATION RECOVERY (1951)
 LJ0393
 LJ0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0393'THE STATION IS LOCATED NEAR THE NORTH-CENTRAL EDGE OF FARNAM
 LJ0393'AND JUST WEST OF THE PUBLIC SCHOOL BUILDING.  IT IS A CYLINDRICAL
 LJ0393'STEEL STRUCTURE, HAS A CONICAL ROOF WITH A FINIAL AT THE APEX
 LJ0393'AND AN OVER-ALL HEIGHT OF 105.0 FEET.
 LJ0393'
 LJ0393'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1099 ***********************************************************************
 ML1099  DESIGNATION -  FARWELL
 ML1099  PID         -  ML1099
 ML1099  STATE/COUNTY-  NE/HOWARD
 ML1099  COUNTRY     -  US
 ML1099  USGS QUAD   -  NYSTED (2017)
 ML1099
 ML1099                         *CURRENT SURVEY CONTROL
 ML1099  ______________________________________________________________________
 ML1099* NAD 83(1995) POSITION- 41 14 31.74937(N) 098 35 51.23809(W)   ADJUSTED
 ML1099* NAVD 88 ORTHO HEIGHT -   623.    (meters)     2044.    (feet) SCALED
 ML1099  ______________________________________________________________________
 ML1099  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 ML1099  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 ML1099  HORZ ORDER      -  SECOND
 ML1099
 ML1099.The horizontal coordinates were established by classical geodetic methods
 ML1099.and adjusted by the National Geodetic Survey in August 1997.
 ML1099
 ML1099.The orthometric height was scaled from a topographic map.
 ML1099
 ML1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1099.GEOID18 height accuracy estimate available here.
 ML1099
 ML1099.Click photographs - Photos may exist for this station.
 ML1099
 ML1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1099
 ML1099. The following values were computed from the NAD 83(1995) position.
 ML1099
 ML1099;                    North         East     Units Scale Factor Converg.
 ML1099;SPC NE       -   157,368.054   617,517.081   MT  0.99966913   +0 55 45.8
 ML1099;SPC NE       -   516,298.36  2,025,970.62   sFT  0.99966913   +0 55 45.8
 ML1099;UTM  14      - 4,565,716.936   533,721.168   MT  0.99961399   +0 15 55.1
 ML1099
 ML1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1099!SPC NE       -   0.99990608  x   0.99966913  =   0.99957525
 ML1099!UTM  14      -   0.99990608  x   0.99961399  =   0.99952011
 ML1099
 ML1099:                Primary Azimuth Mark                     Grid Az
 ML1099:SPC NE       -  FARWELL AZ MK                            268 54 05.7
 ML1099:UTM  14      -  FARWELL AZ MK                            269 33 56.4
 ML1099
 ML1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3372165716(NAD 83)
 ML1099
 ML1099|---------------------------------------------------------------------|
 ML1099| PID    Reference Object                     Distance      Geod. Az  |
 ML1099|                                                           dddmmss.s |
 ML1099| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX.12.1 KM 1041624.4 |
 ML1099| CN9303 FARWELL RM 1                         19.041 METERS 13347     |
 ML1099| CN9304 FARWELL RM 2                         20.288 METERS 22753     |
 ML1099| CN9302 FARWELL AZ MK                                      2694951.5 |
 ML1099|---------------------------------------------------------------------|
 ML1099
 ML1099                          SUPERSEDED SURVEY CONTROL
 ML1099
 ML1099  NAD 83(1986)-  41 14 31.75731(N)    098 35 51.24253(W) AD(       ) 2
 ML1099  NAD 27      -  41 14 31.71400(N)    098 35 49.97800(W) AD(       ) 2
 ML1099
 ML1099.Superseded values are not recommended for survey control.
 ML1099
 ML1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1099.See file dsdata.pdf to determine how the superseded data were derived.
 ML1099
 ML1099_MARKER: DS = TRIANGULATION STATION DISK
 ML1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1099_STAMPING: FARWELL 1951
 ML1099_MARK LOGO: CGS
 ML1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1099+STABILITY: SURFACE MOTION
 ML1099
 ML1099  HISTORY     - Date     Condition        Report By
 ML1099  HISTORY     - 1951     MONUMENTED       CGS
 ML1099  HISTORY     - 1958     SEE DESCRIPTION  CGS
 ML1099  HISTORY     - 19950814 SEE DESCRIPTION  NGS
 ML1099
 ML1099                          STATION DESCRIPTION
 ML1099
 ML1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1099'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF ST. PAUL
 ML1099'AND ABOUT 2.5 MILES NORTHEAST OF FARWELL ON THE ROAD RIGHT-OF-WAY,
 ML1099'165 FEET WEST OF A POINT WHERE ROAD CURVES NORTH, 25 FEET NORTH
 ML1099'OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET WEST OF A WITNESS
 ML1099'POST.  IT IS STAMPED FARWELL 1951 AND PROJECTS 3 INCHES.
 ML1099'
 ML1099'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 15 FEET SOUTH
 ML1099'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF AN
 ML1099'EAST-WEST FENCE LINE.  IT IS STAMPED FARWELL NO 1 1951 AND
 ML1099'PROJECTS 4 INCHES.
 ML1099'
 ML1099'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 15 FEET SOUTH
 ML1099'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF AN
 ML1099'EAST-WEST FENCE LINE.  IT IS STAMPED FARWELL NO 2 1951 AND
 ML1099'PROJECTS 3 INCHES.
 ML1099'
 ML1099'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 94.54 FEET.
 ML1099'
 ML1099'THE AZIMUTH MARK IS NEAR THE SOUTHWEST CORNER OF A CULTIVATED
 ML1099'FIELD, 45 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 10
 ML1099'FEET NORTH OF A FENCE CORNER, 1 FOOT SOUTH OF A WITNESS POST
 ML1099'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1099'FARWELL 1951 AND PROJECTS 3 INCHES.
 ML1099'
 ML1099'TO REACH THE STATION FROM THE POST OFFICE IN FARWELL, GO NORTH
 ML1099'FOR 0.35 MILE TO STATE HIGHWAY 92, TURN LEFT AND GO WEST ON
 ML1099'STATE HIGHWAY 92 FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND
 ML1099'GO NORTH ON DIRT ROAD FOR 1.5 MILES TO A T ROAD RIGHT, TURN
 ML1099'RIGHT AND GO EAST ON DIRT ROAD FOR 1.0 MILE TO A CROSSROAD,
 ML1099'CONTINUE EAST FOR 0.25 MILE TO AZIMUTH MARK IN FIELD ON LEFT
 ML1099'AS DESCRIBED, CONTINUE EAST FOR 0.5 MILE TO STATION ON LEFT
 ML1099'AS DESCRIBED.
 ML1099'
 ML1099'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ML1099
 ML1099                          STATION RECOVERY (1958)
 ML1099
 ML1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1099'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND
 ML1099'DESTROYED.  THE DISKS WERE STILL INTACT IN THE MONUMENTS BUT WERE
 ML1099'COMPLETELY OUT OF THE GROUND AND LYING ON THEIR SIDES.  THE STATION
 ML1099'UNDERGROUND MARK WAS FOUND IN ITS ORIGINAL POSITION.  A NEW
 ML1099'SURFACE STATION MARK WAS ESTABLISHED DIRECTLY OVER THE
 ML1099'UNDERGROUND MARK, HOLDING THE POSITION OF THE UNDERGROUND DISK.
 ML1099'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  THIS
 ML1099'WAS DONE BY USING THE ORIGINAL REFERENCE MARK DISKS AND
 ML1099'MONUMENTS AND CHANGING THE STAMPINGS ON THE DISKS.  THE AZIMUTH
 ML1099'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 ML1099'COMPLETE NEW DESCRIPTION FOLLOWS--
 ML1099'
 ML1099'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-NORTHWEST OF ST.
 ML1099'PAUL AND 2-1/2 MILES NORTHEAST OF FARWELL ON ROAD-RIGHT-OF-WAY.
 ML1099'IT IS 227.7 FEET WEST-NORTHWEST OF A FENCE CORNER, 20 FEET
 ML1099'NORTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 4.3 FEET
 ML1099'WEST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF THE EDGE OF A
 ML1099'CULTIVATED FIELD.  THE SURFACE MONUMENT IS 6 INCHES UNDERGROUND
 ML1099'AND THE DISK IS STAMPED FARWELL 1951 1958.  THE UNDERMARK IS
 ML1099'STAMPED FARWELL 1951.
 ML1099'
 ML1099'REFERENCE MARK 3 IS ON ROAD RIGHT-OF-WAY AT THE NORTH EDGE OF A
 ML1099'CULTIVATED FIELD AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 ML1099'DIRT ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FARWELL
 ML1099'NO 3 1951 1958.
 ML1099'
 ML1099'REFERENCE MARK 4 IS ON THE ROAD RIGHT-OF-WAY AT THE NORTH EDGE
 ML1099'OF THE CULTIVATED FIELD AND 20 FEET SOUTH OF THE CENTERLINE
 ML1099'OF THE DIRT ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ML1099'FARWELL NO 4 1951 1958.
 ML1099'
 ML1099'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF THE
 ML1099'EAST-WEST ROAD LEADING TO THE STATION, 10 FEET NORTH OF A FENCE
 ML1099'CORNER, 1 FOOT SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 ML1099'OF A NORTH-SOUTH FENCE LINE.  THE MONUMENT PROJECTS 5 INCHES
 ML1099'AND THE DISK IS STAMPED FARWELL 1951.
 ML1099'
 ML1099'TO REACH THE STATION FROM THE POST-OFFICE IN FARWELL, GO NORTH
 ML1099'ON A GRAVELED STREET FOR 0.35 MILE TO STATE HIGHWAY 92, TURN
 ML1099'LEFT AND GO WEST ON HIGHWAY 92 FOR 0.25 MILE TO A CROSSROAD.
 ML1099'TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.5 MILES TO A
 ML1099'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 1.0
 ML1099'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR
 ML1099'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 ML1099'THE DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 ML1099'
 ML1099'OBSERVATIONS MADE FROM A WILD T-2 TRIPOD.
 ML1099
 ML1099                          STATION RECOVERY (1995)
 ML1099
 ML1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML1099'THE SURFACE MARK WAS NOT FOUND.  THE UNDERGROUND MARK WAS RECOVERED IN
 ML1099'GOOD CONDITION BUT WAS DEEMED TO BE TOO SHALLOW.  ACCORDINGLY, THE
 ML1099'HORIZONTAL POSITION OF THE ORIGINAL UNDERGROUND MARK WAS HELD, USING
 ML1099'AN OPTICAL PLUMMET, THEN THE MARK WAS REMOVED AND A NEW UNDERGROUND
 ML1099'MARK SET AT A LOWER DEPTH.  A NEW SURFACE MARK WAS THEN SET OVER THE
 ML1099'NEW UNDERGROUND MARK.  FOR FURTHER DETAILS SEE THE DESCRIPTION TO
 ML1099'FARWELL RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1107 ***********************************************************************
 ML1107  DESIGNATION -  FARWELL MUNICIPAL TANK
 ML1107  PID         -  ML1107
 ML1107  STATE/COUNTY-  NE/HOWARD
 ML1107  COUNTRY     -  US
 ML1107  USGS QUAD   -  FARWELL (2017)
 ML1107
 ML1107                         *CURRENT SURVEY CONTROL
 ML1107  ______________________________________________________________________
 ML1107* NAD 83(1995) POSITION- 41 12 47.97548(N) 098 37 32.08386(W)   ADJUSTED
 ML1107  ______________________________________________________________________
 ML1107  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 ML1107  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 ML1107  HORZ ORDER      -  THIRD
 ML1107
 ML1107.The horizontal coordinates were established by classical geodetic methods
 ML1107.and adjusted by the National Geodetic Survey in August 1997.
 ML1107
 ML1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1107.GEOID18 height accuracy estimate available here.
 ML1107
 ML1107.Click photographs - Photos may exist for this station.
 ML1107
 ML1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1107
 ML1107. The following values were computed from the NAD 83(1995) position.
 ML1107
 ML1107;                    North         East     Units Scale Factor Converg.
 ML1107;SPC NE       -   154,130.442   615,220.826   MT  0.99967156   +0 54 39.0
 ML1107;SPC NE       -   505,676.29  2,018,436.99   sFT  0.99967156   +0 54 39.0
 ML1107;UTM  14      - 4,562,506.341   531,387.675   MT  0.99961212   +0 14 48.1
 ML1107
 ML1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3138762506(NAD 83)
 ML1107
 ML1107                          SUPERSEDED SURVEY CONTROL
 ML1107
 ML1107  NAD 83(1986)-  41 12 47.98329(N)    098 37 32.08771(W) AD(       ) 3
 ML1107  NAD 27      -  41 12 47.93700(N)    098 37 30.82100(W) AD(       ) 3
 ML1107
 ML1107.Superseded values are not recommended for survey control.
 ML1107
 ML1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1107.See file dsdata.pdf to determine how the superseded data were derived.
 ML1107
 ML1107_MARKER: 53 = ELEVATED TANK
 ML1107
 ML1107  HISTORY     - Date     Condition        Report By
 ML1107  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1107  HISTORY     - 1958     GOOD             CGS
 ML1107  HISTORY     - 20040809 GOOD             USPSQD
 ML1107
 ML1107                          STATION DESCRIPTION
 ML1107
 ML1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1107'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF FARWELL, 75
 ML1107'FEET EAST FROM CENTER OF NORTH-SOUTH STREET, 56 FEET NORTH
 ML1107'FROM CENTER OF EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL
 ML1107'STRUCTURE SUPPORTING A TANK ON ITS TOP AND HAS AN OVERALL
 ML1107'HEIGHT OF 110 FEET.
 ML1107'
 ML1107'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF.
 ML1107
 ML1107                          STATION RECOVERY (1958)
 ML1107
 ML1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1107'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ML1107'ORIGINAL DESCRIPTION OF 1951 IS ADEQUATE.
 ML1107
 ML1107                          STATION RECOVERY (2004)
 ML1107
 ML1107'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML1107'STATION FOUND GOOD. TANK IS ALL SILVER WITH BLACK LETTERS FARWELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4109 ***********************************************************************
 AB4109  CBN         -  This is a Cooperative Base Network Control Station.
 AB4109  DESIGNATION -  FARWELL RESET
 AB4109  PID         -  AB4109
 AB4109  STATE/COUNTY-  NE/HOWARD
 AB4109  COUNTRY     -  US
 AB4109  USGS QUAD   -  NYSTED (2017)
 AB4109
 AB4109                         *CURRENT SURVEY CONTROL
 AB4109  ______________________________________________________________________
 AB4109* NAD 83(2011) POSITION- 41 14 31.75292(N) 098 35 51.23751(W)   ADJUSTED
 AB4109* NAD 83(2011) ELLIP HT-   597.243 (meters)        (06/27/12)   ADJUSTED
 AB4109* NAD 83(2011) EPOCH   -  2010.00
 AB4109* NAVD 88 ORTHO HEIGHT -   621.7   (meters)     2040.    (feet) GPS OBS
 AB4109  ______________________________________________________________________
 AB4109  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4109  GEOID HEIGHT    -        -24.291 (meters)                     GEOID93
 AB4109  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 AB4109  NAD 83(2011) X  -   -718,069.442 (meters)                     COMP
 AB4109  NAD 83(2011) Y  - -4,749,377.511 (meters)                     COMP
 AB4109  NAD 83(2011) Z  -  4,183,075.740 (meters)                     COMP
 AB4109  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 AB4109
 AB4109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4109  Standards:
 AB4109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4109  -------------------------------------------------------------------
 AB4109  NETWORK    0.42   1.10           0.20   0.13   0.56     -0.01465240
 AB4109  -------------------------------------------------------------------
 AB4109  Click here for local accuracies and other accuracy information.
 AB4109
 AB4109.The horizontal coordinates were established by GPS observations
 AB4109.and adjusted by the National Geodetic Survey in June 2012.
 AB4109
 AB4109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4109.been affixed to the stable North American tectonic plate. See 
 AB4109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4109
 AB4109.The horizontal coordinates are valid at the epoch date displayed above
 AB4109.which is a decimal equivalence of Year/Month/Day.
 AB4109
 AB4109.The orthometric height was determined by GPS observations and a
 AB4109.high-resolution geoid model.
 AB4109
 AB4109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4109.GEOID18 height accuracy estimate available here.
 AB4109
 AB4109.Click photographs - Photos may exist for this station.
 AB4109
 AB4109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4109
 AB4109.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4109
 AB4109.The ellipsoidal height was determined by GPS observations
 AB4109.and is referenced to NAD 83.
 AB4109
 AB4109. The following values were computed from the NAD 83(2011) position.
 AB4109
 AB4109;                    North         East     Units Scale Factor Converg.
 AB4109;SPC NE       -   157,368.163   617,517.093   MT  0.99966913   +0 55 45.8
 AB4109;SPC NE       -   516,298.71  2,025,970.66   sFT  0.99966913   +0 55 45.8
 AB4109;UTM  14      - 4,565,717.046   533,721.181   MT  0.99961399   +0 15 55.1
 AB4109
 AB4109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4109!SPC NE       -   0.99990633  x   0.99966913  =   0.99957549
 AB4109!UTM  14      -   0.99990633  x   0.99961399  =   0.99952035
 AB4109
 AB4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3372165717(NAD 83)
 AB4109
 AB4109                          SUPERSEDED SURVEY CONTROL
 AB4109
 AB4109  NAD 83(2007)-  41 14 31.75287(N)    098 35 51.23819(W) AD(2002.00) 0
 AB4109  ELLIP H (02/10/07)  597.268  (m)                       GP(2002.00)    
 AB4109  ELLIP H (07/10/01)  597.240  (m)                       GP(       ) 4 1
 AB4109  NAD 83(1995)-  41 14 31.75264(N)    098 35 51.23774(W) AD(       ) B
 AB4109  ELLIP H (06/25/96)  597.295  (m)                       GP(       ) 1 1
 AB4109
 AB4109.Superseded values are not recommended for survey control.
 AB4109
 AB4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4109.See file dsdata.pdf to determine how the superseded data were derived.
 AB4109
 AB4109_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4109_STAMPING: FARWELL 1951 1995
 AB4109_MARK LOGO: NGS
 AB4109_PROJECTION: RECESSED 6 CENTIMETERS
 AB4109_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4109+STABILITY: SURFACE MOTION
 AB4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4109+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2021
 AB4109
 AB4109  HISTORY     - Date     Condition        Report By
 AB4109  HISTORY     - 1995     MONUMENTED       NGS
 AB4109  HISTORY     - 20000613 GOOD             NEDR
 AB4109  HISTORY     - 20170322 GOOD             NEGS
 AB4109  HISTORY     - 20210504 GOOD             NEGS
 AB4109
 AB4109                          STATION DESCRIPTION
 AB4109
 AB4109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4109'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) WEST-NORTHWEST OF SAINT PAUL,
 AB4109'2.5 MI (4.0 KM) NORTHEAST OF FARWELL, 1.5 MI (2.4 KM) NORTH OF STATE
 AB4109'HIGHWAY 92, ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN
 AB4109'THE NE1/4, SEC 29, T15N, R11W.  TO REACH THE MARK FROM THE JUNCTION OF
 AB4109'STATE HIGHWAYS 11 AND 92, ABOUT 5 MI (8.0 KM) WEST OF SAINT PAUL, GO
 AB4109'WEST ON HIGHWAY 92 FOR 2.0 MI (3.2 KM) TO A GRAVELED CROSSROAD, PAGE
 AB4109'ROAD.  TURN RIGHT AND GO NORTH ON PAGE ROAD FOR 1.5 MI (2.4 KM) TO A
 AB4109'SIDE ROAD ON THE LEFT, 15TH AVENUE.  TURN LEFT AND GO WEST ON 15TH
 AB4109'AVENUE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, AT A POINT WHERE
 AB4109'A POWER LINE CROSSES THE ROAD TO AN IRRIGATION SIPHON PUMP.  THE
 AB4109'SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AB4109'RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.  THE UNDERGROUND
 AB4109'MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE, 4.0 FT (1.2 M) BELOW
 AB4109'THE GROUND SURFACE.  THE MARKS ARE ABOUT 150 FT (45.7 M)
 AB4109'NORTH-NORTHWEST OF THE SIPHON PUMP, 83.5 FT (25.5 M) WEST OF THE
 AB4109'CENTERLINE OF A FIELD ENTRANCE, 60.0 FT (18.3 M) NORTH-NORTHWEST OF A
 AB4109'POWER POLE SOUTH OF THE ROAD, 39.5 FT (12.0 M) WEST-SOUTHWEST OF A
 AB4109'POWER POLE WITH 3 TRANSFORMERS, 22.0 FT (6.7 M) NORTH OF THE
 AB4109'CENTERLINE OF THE ROAD, 10.8 FT (3.3 M) SOUTH OF A WITNESS POST AND
 AB4109'ABOUT 2 FT (0.6 M) LOWER THAN THE ROAD.  MAGNETS WERE PLACED IN THE
 AB4109'MARKS.  THE MARKS WERE ESTABLISHED BY OPTICALLY CENTERING OVER THE
 AB4109'ORIGINAL 1951 UNDERGROUND MARK, WHICH WAS TOO SHALLOW TO LEAVE IN
 AB4109'PLACE.
 AB4109
 AB4109                          STATION RECOVERY (2000)
 AB4109
 AB4109'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4109'RECOVERED AS DESCRIBED.
 AB4109
 AB4109                          STATION RECOVERY (2017)
 AB4109
 AB4109'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JA)
 AB4109'DESCRIPTION IS ADEQUATE
 AB4109
 AB4109                          STATION RECOVERY (2021)
 AB4109
 AB4109'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 AB4109'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 92 AND NE. HIGHWAY 11
 AB4109'APPROXIMATELY 5.5 MI (8.8 KM) WEST OF ST PAUL, NE., GO WEST ON NE.
 AB4109'HIGHWAY 92 FOR 2 MI (3.2 KM) TO PAGE COUNTY ROAD.  TURN RIGHT AND GO
 AB4109'NORTH 1.5 MI (2.4 KM) TO 15TH AVENUE.  TURN LEFT AND GO WEST 0.18 MI
 AB4109'(0.29 KM) ON 15TH AVENUE TO THE STATION ON THE RIGHT (NORTH).  FARWELL
 AB4109'RESET IS APPROXIMATELY 150 FT (45.7 M) NORTHWEST OF A SIPHON PUMP,
 AB4109'83.5 FT (25.5 M) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 60 FT
 AB4109'(18.3 M) NORTH-NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE
 AB4109'ROAD, 39.5 FT (12.0 M) WEST-SOUTHWEST OF A POWER POLE WITH 3
 AB4109'TRANSFORMERS AND 22 FT (6.7 M) NORTH OF THE CENTERLINE OF THE 15TH
 AB4109'AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4127 ***********************************************************************
 AB4127  FBN         -  This is a Federal Base Network Control Station.
 AB4127  PACS        -  This is a Primary Airport Control Station.
 AB4127  DESIGNATION -  FBY A
 AB4127  PID         -  AB4127
 AB4127  STATE/COUNTY-  NE/JEFFERSON
 AB4127  COUNTRY     -  US
 AB4127  USGS QUAD   -  FAIRBURY (2017)
 AB4127
 AB4127                         *CURRENT SURVEY CONTROL
 AB4127  ______________________________________________________________________
 AB4127* NAD 83(2011) POSITION- 40 10 41.13093(N) 097 10 06.21592(W)   ADJUSTED
 AB4127* NAD 83(2011) ELLIP HT-   418.486 (meters)        (06/27/12)   ADJUSTED
 AB4127* NAD 83(2011) EPOCH   -  2010.00
 AB4127* NAVD 88 ORTHO HEIGHT -   445.53  (meters)     1461.7   (feet) GPS OBS
 AB4127  ______________________________________________________________________
 AB4127  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4127  GEOID HEIGHT    -        -26.989 (meters)                     GEOID99
 AB4127  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 AB4127  NAD 83(2011) X  -   -608,991.857 (meters)                     COMP
 AB4127  NAD 83(2011) Y  - -4,842,147.016 (meters)                     COMP
 AB4127  NAD 83(2011) Z  -  4,093,384.067 (meters)                     COMP
 AB4127  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 AB4127
 AB4127  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4127  Standards:
 AB4127         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4127            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4127  -------------------------------------------------------------------
 AB4127  NETWORK    0.24   0.45           0.11   0.08   0.23      0.06368939
 AB4127  -------------------------------------------------------------------
 AB4127  Click here for local accuracies and other accuracy information.
 AB4127
 AB4127.This mark is at Fairbury Municipal Airport (FBY)
 AB4127
 AB4127.The horizontal coordinates were established by GPS observations
 AB4127.and adjusted by the National Geodetic Survey in June 2012.
 AB4127
 AB4127.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4127.been affixed to the stable North American tectonic plate. See 
 AB4127.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4127
 AB4127.The horizontal coordinates are valid at the epoch date displayed above
 AB4127.which is a decimal equivalence of Year/Month/Day.
 AB4127
 AB4127.The orthometric height was determined by GPS observations and a
 AB4127.high-resolution geoid model.
 AB4127
 AB4127.GPS derived orthometric heights for airport stations designated as
 AB4127.PACS or SACS are published to 2 decimal places.  This maintains
 AB4127.centimeter relative accuracy between the PACS and SACS.  It does
 AB4127.not indicate centimeter accuracy relative to other marks which are
 AB4127.part of the published vertical control network.
 AB4127
 AB4127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4127.GEOID18 height accuracy estimate available here.
 AB4127
 AB4127.Click photographs - Photos may exist for this station.
 AB4127
 AB4127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4127
 AB4127.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4127
 AB4127.The ellipsoidal height was determined by GPS observations
 AB4127.and is referenced to NAD 83.
 AB4127
 AB4127. The following values were computed from the NAD 83(2011) position.
 AB4127
 AB4127;                    North         East     Units Scale Factor Converg.
 AB4127;SPC NE       -    42,228.813   741,111.091   MT  0.99992425   +1 52 35.4
 AB4127;SPC NE       -   138,545.70  2,431,461.97   sFT  0.99992425   +1 52 35.4
 AB4127;UTM  14      - 4,449,132.397   655,942.977   MT  0.99989937   +1 10 54.9
 AB4127
 AB4127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4127!SPC NE       -   0.99993435  x   0.99992425  =   0.99985861
 AB4127!UTM  14      -   0.99993435  x   0.99989937  =   0.99983373
 AB4127
 AB4127:                Primary Azimuth Mark                     Grid Az
 AB4127:SPC NE       -  OREGON TRAIL                             338 15 04.7
 AB4127:UTM  14      -  OREGON TRAIL                             338 56 45.2
 AB4127
 AB4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5594249132(NAD 83)
 AB4127
 AB4127|---------------------------------------------------------------------|
 AB4127| PID    Reference Object                     Distance      Geod. Az  |
 AB4127|                                                           dddmmss.s |
 AB4127| LG1241 FAIR AZ MK                          270.426 METERS 31119     |
 AB4127| LG1232 OREGON TRAIL                        APPROX. 0.6 KM 3400740.1 |
 AB4127|---------------------------------------------------------------------|
 AB4127
 AB4127                          SUPERSEDED SURVEY CONTROL
 AB4127
 AB4127  NAD 83(2007)-  40 10 41.13086(N)    097 10 06.21657(W) AD(2002.00) 0
 AB4127  ELLIP H (02/10/07)  418.510  (m)                       GP(2002.00)    
 AB4127  ELLIP H (07/10/01)  418.515  (m)                       GP(       ) 4 1
 AB4127  NAD 83(1995)-  40 10 41.13070(N)    097 10 06.21564(W) AD(       ) B
 AB4127  ELLIP H (06/25/96)  418.551  (m)                       GP(       ) 1 1
 AB4127  NAVD 88 (06/25/96)  445.50   (m)  GEOID93  model used  GPS OBS        
 AB4127
 AB4127.Superseded values are not recommended for survey control.
 AB4127
 AB4127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4127.See file dsdata.pdf to determine how the superseded data were derived.
 AB4127
 AB4127_MARKER: F = FLANGE-ENCASED ROD
 AB4127_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4127_STAMPING: FBY A 1995
 AB4127_MARK LOGO: NGS
 AB4127_PROJECTION: FLUSH
 AB4127_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4127+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2016
 AB4127_ROD/PIPE-DEPTH: 4.27 meters
 AB4127_SLEEVE-DEPTH  : 1.0 meters
 AB4127
 AB4127  HISTORY     - Date     Condition        Report By
 AB4127  HISTORY     - 1995     MONUMENTED       NGS
 AB4127  HISTORY     - 19970522 GOOD             NGS
 AB4127  HISTORY     - 19991026 GOOD             NGS
 AB4127  HISTORY     - 20000613 GOOD             NEDR
 AB4127  HISTORY     - 20021008 GOOD             NGS
 AB4127  HISTORY     - 20080623 GOOD             NEDR
 AB4127  HISTORY     - 20100511 GOOD             INDIV
 AB4127  HISTORY     - 20161112 GOOD             NEGS
 AB4127
 AB4127                          STATION DESCRIPTION
 AB4127
 AB4127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4127'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 AB4127'(4.8 KM) NORTH-NORTHEAST OF FAIRBURY AND AT THE FAIRBURY MUNICIPAL
 AB4127'AIRPORT.  OWNERSHIP--FAIRBURY AIRPORT AUTHORITY, BOX 187, FAIRBURY NE
 AB4127'68352, MANAGER, SANDI DECKER, PHONE 402-729-5390, 402-729-2350 TO
 AB4127'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 136 AND STATE
 AB4127'HIGHWAY 15 IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4
 AB4127'KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD
 AB4127'(GRAVEL) FOR 0.35 MI (0.56 KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND
 AB4127'GO NORTH ON AIRPORT ROAD FOR 0.45 MI (0.72 KM) TO A INTERSECTION, TURN
 AB4127'RIGHT AND GO EAST ON 714 ROAD FOR 0.25 MI (0.40 KM) TO THE SECOND
 AB4127'AIRPORT ENTRANCE ROAD LEFT, TURN LEFT AND GO NORTH FOR 200 FT (61.0 M)
 AB4127'TO A GATE AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO NORTH THEN
 AB4127'WEST ON PAVED LANE FOR 0.05 MI (0.08 KM) TO THE EAST EDGE OF THE
 AB4127'APRON, BEAR RIGHT AND GO NORTHWEST ON THE APRON THEN THE CONNECTOR
 AB4127'TAXIWAY FOR 0.1 MI (0.2 KM) TO A STUB CONCRETE TAXIWAY LEADING TO A
 AB4127'TURF TAXIWAY ON THE RIGHT AND THE STATION ON THE RIGHT AND ON LINE
 AB4127'WITH THE NORTH EDGE OF THE CONCRETE TAXIWAY STUB.  THE STATION IS 90.0
 AB4127'FT (27.4 M) NORTH OF THE CONNECTOR TAXIWAY CENTER, 40.0 FT (12.2 M)
 AB4127'NORTH OF A TAXIWAY LIGHT (19), 19.9 FT (6.1 M) EAST OF THE NORTHEAST
 AB4127'CORNER OF THE CONCRETE TAXIWAY STUB, 13.5 FT (4.1 M) SOUTHEAST OF A
 AB4127'TAXIWAY LIGHT (18) AND 2.0 FT (0.6 M) WEST OF A SHORT WITNESS POST.
 AB4127'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4127'AIRPORT CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (1997)
 AB4127
 AB4127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4127'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (1999)
 AB4127
 AB4127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AB4127'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 AB4127'U.S.  HIGHWAY 136 IN FAIRBURY, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY
 AB4127'ALONG AIRPORT ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG COUNTY ROAD
 AB4127'714, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE MOST EASTERLY OF 2
 AB4127'AIRPORT ENTRANCE ROADS, THENCE 50.0 M (164.0 FT) WESTERLY ALONG A LANE
 AB4127'BETWEEN 2 HANGARS, THENCE 0.2 KM (0.10 MI) NORTHWESTERLY ACROSS AN
 AB4127'APRON AND ALONG A TAXIWAY, 23.7 M (77.8 FT) NORTHEAST OF THE TAXIWAY
 AB4127'CENTERLINE, 23.5 M (77.1 FT) SOUTHWEST OF THE EAST END OF A CULVERT
 AB4127'UNDER A GRASS TAXIWAY, 12.0 M (39.4 FT) NORTH OF TAXIWAY LIGHT NUMBER
 AB4127'19, 5.9 M (19.4 FT) EAST OF THE NORTHEAST CORNER OF A TAXIWAY PULLOUT,
 AB4127'4.1 M (13.5 FT) SOUTHEAST OF TAXIWAY LIGHT NUMBER 18, AND 0.3 M (1.0
 AB4127'FT) BELOW THE LEVEL OF THE TAXIWAY.  NOTE--ACCESS TO THE DATUM POINT
 AB4127'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB4127'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AB4127'BY FAIRBURY MUNICIPAL AIRPORT, BOX 187, FAIRBURY, NE 68352, TELEPHONE
 AB4127'NUMBER (402) 729-2350.  THE MONUMENT IS A CANDIDATE FOR A FEDERAL BASE
 AB4127'NETWORK CONTROL STATION AND IS A PRIMARY AIRPORT CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (2000)
 AB4127
 AB4127'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4127'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGE--THE PHONE NUMBER
 AB4127'SHOULD BE 402-79-2250.
 AB4127
 AB4127                          STATION RECOVERY (2002)
 AB4127
 AB4127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AB4127'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 AB4127'CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (2008)
 AB4127
 AB4127'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 AB4127'THE CONNECTOR TAXIWAY HAS BEEN EXPANDED AND THE GRASS PARALLEL TAXIWAY
 AB4127'HAS BEEN PAVED.  THE STATION IS NOW SURROUNDED BY CONCRETE.  ACCESS TO
 AB4127'THE 5-INCH LOGO CAP IS NOW THROUGH A 12-INCH IRON COVER.  TOTAL DEPTH
 AB4127'TO THE DATUM POINT IS 1.35 FT (0.41 M).
 AB4127'THE STATION IS 43.4 FT (13.2 M) WEST OF THE CENTERLINE OF THE PAVED
 AB4127'PARALLEL TAXIWAY, 21.0 FT (6.4 M) EAST-SOUTHEAST OF TAXIWAY LIGHT 21,
 AB4127'20.1 FT (6.1 M) SOUTH-SOUTHWEST OF TAXIWAY LIGHT 22, AND 4.2 FT (1.3
 AB4127'M) SOUTH-SOUTHEAST OF THE EDGE OF THE NEW CONCRETE.
 AB4127
 AB4127                          STATION RECOVERY (2010)
 AB4127
 AB4127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JPH)
 AB4127'RECOVERED IN GOOD CONDITION.
 AB4127
 AB4127                          STATION RECOVERY (2016)
 AB4127
 AB4127'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 AB4127'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2716 ***********************************************************************
 AI2716  DESIGNATION -  FBYN A
 AI2716  PID         -  AI2716
 AI2716  STATE/COUNTY-  NE/JEFFERSON
 AI2716  COUNTRY     -  US
 AI2716  USGS QUAD   -  REYNOLDS (2017)
 AI2716
 AI2716                         *CURRENT SURVEY CONTROL
 AI2716  ______________________________________________________________________
 AI2716* NAD 83(2011) POSITION- 40 04 56.44863(N) 097 18 45.37027(W)   ADJUSTED
 AI2716* NAD 83(2011) ELLIP HT-   396.242 (meters)        (06/27/12)   ADJUSTED
 AI2716* NAD 83(2011) EPOCH   -  2010.00
 AI2716* NAVD 88 ORTHO HEIGHT -   423.206 (meters)     1388.47  (feet) ADJUSTED
 AI2716  ______________________________________________________________________
 AI2716  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 AI2716  NAD 83(2011) X  -   -622,047.316 (meters)                     COMP
 AI2716  NAD 83(2011) Y  - -4,847,378.857 (meters)                     COMP
 AI2716  NAD 83(2011) Z  -  4,085,240.745 (meters)                     COMP
 AI2716  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 AI2716  DYNAMIC HEIGHT  -        422.960 (meters)     1387.66  (feet) COMP
 AI2716  MODELED GRAVITY -    980,031.6   (mgal)                       NAVD 88
 AI2716
 AI2716  VERT ORDER      -  SECOND    CLASS I
 AI2716
 AI2716  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2716  Standards:
 AI2716         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2716            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2716  -------------------------------------------------------------------
 AI2716  NETWORK    0.21   0.33           0.10   0.06   0.17      0.00810671
 AI2716  -------------------------------------------------------------------
 AI2716  Click here for local accuracies and other accuracy information.
 AI2716
 AI2716.This is a reference station for the FAIRBURY
 AI2716.National Continuously Operating Reference Station (FBYN).
 AI2716
 AI2716.The horizontal coordinates were established by GPS observations
 AI2716.and adjusted by the National Geodetic Survey in June 2012.
 AI2716
 AI2716.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2716.been affixed to the stable North American tectonic plate. See 
 AI2716.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2716
 AI2716.The horizontal coordinates are valid at the epoch date displayed above
 AI2716.which is a decimal equivalence of Year/Month/Day.
 AI2716
 AI2716.The orthometric height was determined by differential leveling and
 AI2716.adjusted by the NATIONAL GEODETIC SURVEY
 AI2716.in July 2002.
 AI2716
 AI2716.No vertical observational check was made to the station.
 AI2716
 AI2716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2716.GEOID18 height accuracy estimate available here.
 AI2716
 AI2716.Click photographs - Photos may exist for this station.
 AI2716
 AI2716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2716
 AI2716.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2716
 AI2716.The ellipsoidal height was determined by GPS observations
 AI2716.and is referenced to NAD 83.
 AI2716
 AI2716.The dynamic height is computed by dividing the NAVD 88
 AI2716.geopotential number by the normal gravity value computed on the
 AI2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2716.degrees latitude (g = 980.6199 gals.).
 AI2716
 AI2716.The modeled gravity was interpolated from observed gravity values.
 AI2716
 AI2716. The following values were computed from the NAD 83(2011) position.
 AI2716
 AI2716;                    North         East     Units Scale Factor Converg.
 AI2716;SPC NE       -    31,211.359   729,166.101   MT  0.99996380   +1 46 51.3
 AI2716;SPC NE       -   102,399.27  2,392,272.45   sFT  0.99996380   +1 46 51.3
 AI2716;UTM  14      - 4,438,261.254   643,866.143   MT  0.99985480   +1 05 12.1
 AI2716
 AI2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2716!SPC NE       -   0.99993784  x   0.99996380  =   0.99990164
 AI2716!UTM  14      -   0.99993784  x   0.99985480  =   0.99979265
 AI2716
 AI2716:                Primary Azimuth Mark                     Grid Az
 AI2716:SPC NE       -  FAIRBURY CORS ARP                        179 53 28.3
 AI2716:UTM  14      -  FAIRBURY CORS ARP                        180 35 07.5
 AI2716
 AI2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4386638261(NAD 83)
 AI2716
 AI2716|---------------------------------------------------------------------|
 AI2716| PID    Reference Object                     Distance      Geod. Az  |
 AI2716|                                                           dddmmss.s |
 AI2716| AH9960 FAIRBURY CORS ARP                   APPROX. 0.6 KM 1814019.6 |
 AI2716|---------------------------------------------------------------------|
 AI2716
 AI2716                          SUPERSEDED SURVEY CONTROL
 AI2716
 AI2716  NAD 83(2007)-  40 04 56.44848(N)    097 18 45.37095(W) AD(2002.00) 0
 AI2716  ELLIP H (02/10/07)  396.267  (m)                       GP(2002.00)    
 AI2716  ELLIP H (09/24/01)  396.244  (m)                       GP(       ) 4 2
 AI2716  NAD 83(1995)-  40 04 56.44842(N)    097 18 45.37105(W) AD(       ) B
 AI2716  ELLIP H (06/14/00)  396.238  (m)                       GP(       ) 4 1
 AI2716  NAVD 88             423.21   (m)         1388.5    (f) LEVELING    3  
 AI2716
 AI2716.Superseded values are not recommended for survey control.
 AI2716
 AI2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2716.See file dsdata.pdf to determine how the superseded data were derived.
 AI2716
 AI2716_MARKER: F = FLANGE-ENCASED ROD
 AI2716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2716_STAMPING: FBYN A 1999
 AI2716_MARK LOGO: NGS
 AI2716_PROJECTION: FLUSH
 AI2716_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2716+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2716_ROD/PIPE-DEPTH: 16.2 meters
 AI2716_SLEEVE-DEPTH  : 0.9 meters
 AI2716
 AI2716  HISTORY     - Date     Condition        Report By
 AI2716  HISTORY     - 1999     MONUMENTED       NGS
 AI2716
 AI2716                          STATION DESCRIPTION
 AI2716
 AI2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2716'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2716'IN REYNOLDS, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG 561 AVENUE, 12.2
 AI2716'M (40.0 FT) SOUTHWEST OF THE NORTHWEST END OF A CULVERT UNDER THE
 AI2716'AVENUE, 9.9 M (32.5 FT) WEST OF THE AVENUE CENTER, 4.2 M (13.8 FT)
 AI2716'NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) BELOW THE
 AI2716'LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 AI2716'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2716'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2716'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS
 AI2716'SITE REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2717 ***********************************************************************
 AI2717  DESIGNATION -  FBYN B
 AI2717  PID         -  AI2717
 AI2717  STATE/COUNTY-  NE/JEFFERSON
 AI2717  COUNTRY     -  US
 AI2717  USGS QUAD   -  REYNOLDS (2017)
 AI2717
 AI2717                         *CURRENT SURVEY CONTROL
 AI2717  ______________________________________________________________________
 AI2717* NAD 83(2011) POSITION- 40 04 22.26880(N) 097 18 44.08871(W)   ADJUSTED
 AI2717* NAD 83(2011) ELLIP HT-   411.081 (meters)        (06/27/12)   ADJUSTED
 AI2717* NAD 83(2011) EPOCH   -  2010.00
 AI2717* NAVD 88 ORTHO HEIGHT -   438.050 (meters)     1437.17  (feet) ADJUSTED
 AI2717  ______________________________________________________________________
 AI2717  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 AI2717  NAD 83(2011) X  -   -622,105.036 (meters)                     COMP
 AI2717  NAD 83(2011) Y  - -4,848,067.240 (meters)                     COMP
 AI2717  NAD 83(2011) Z  -  4,084,443.586 (meters)                     COMP
 AI2717  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 AI2717  DYNAMIC HEIGHT  -        437.795 (meters)     1436.33  (feet) COMP
 AI2717  MODELED GRAVITY -    980,031.0   (mgal)                       NAVD 88
 AI2717
 AI2717  VERT ORDER      -  SECOND    CLASS I
 AI2717
 AI2717  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2717  Standards:
 AI2717         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2717            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2717  -------------------------------------------------------------------
 AI2717  NETWORK    0.22   0.33           0.10   0.08   0.17      0.10440763
 AI2717  -------------------------------------------------------------------
 AI2717  Click here for local accuracies and other accuracy information.
 AI2717
 AI2717.This is a reference station for the FAIRBURY
 AI2717.National Continuously Operating Reference Station (FBYN).
 AI2717
 AI2717.The horizontal coordinates were established by GPS observations
 AI2717.and adjusted by the National Geodetic Survey in June 2012.
 AI2717
 AI2717.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2717.been affixed to the stable North American tectonic plate. See 
 AI2717.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2717
 AI2717.The horizontal coordinates are valid at the epoch date displayed above
 AI2717.which is a decimal equivalence of Year/Month/Day.
 AI2717
 AI2717.The orthometric height was determined by differential leveling and
 AI2717.adjusted by the NATIONAL GEODETIC SURVEY
 AI2717.in July 2002.
 AI2717
 AI2717.No vertical observational check was made to the station.
 AI2717
 AI2717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2717.GEOID18 height accuracy estimate available here.
 AI2717
 AI2717.Click photographs - Photos may exist for this station.
 AI2717
 AI2717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2717
 AI2717.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2717
 AI2717.The ellipsoidal height was determined by GPS observations
 AI2717.and is referenced to NAD 83.
 AI2717
 AI2717.The dynamic height is computed by dividing the NAVD 88
 AI2717.geopotential number by the normal gravity value computed on the
 AI2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2717.degrees latitude (g = 980.6199 gals.).
 AI2717
 AI2717.The modeled gravity was interpolated from observed gravity values.
 AI2717
 AI2717. The following values were computed from the NAD 83(2011) position.
 AI2717
 AI2717;                    North         East     Units Scale Factor Converg.
 AI2717;SPC NE       -    30,158.627   729,229.215   MT  0.99996787   +1 46 52.2
 AI2717;SPC NE       -    98,945.43  2,392,479.52   sFT  0.99996787   +1 46 52.2
 AI2717;UTM  14      - 4,437,207.951   643,916.489   MT  0.99985498   +1 05 12.1
 AI2717
 AI2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2717!SPC NE       -   0.99993552  x   0.99996787  =   0.99990339
 AI2717!UTM  14      -   0.99993552  x   0.99985498  =   0.99979050
 AI2717
 AI2717:                Primary Azimuth Mark                     Grid Az
 AI2717:SPC NE       -  FAIRBURY CORS ARP                        352 03 09.4
 AI2717:UTM  14      -  FAIRBURY CORS ARP                        352 44 49.5
 AI2717
 AI2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4391637207(NAD 83)
 AI2717
 AI2717|---------------------------------------------------------------------|
 AI2717| PID    Reference Object                     Distance      Geod. Az  |
 AI2717|                                                           dddmmss.s |
 AI2717| AH9960 FAIRBURY CORS ARP                   448.121 METERS 3535001.6 |
 AI2717|---------------------------------------------------------------------|
 AI2717
 AI2717                          SUPERSEDED SURVEY CONTROL
 AI2717
 AI2717  NAD 83(2007)-  40 04 22.26866(N)    097 18 44.08939(W) AD(2002.00) 0
 AI2717  ELLIP H (02/10/07)  411.106  (m)                       GP(2002.00)    
 AI2717  ELLIP H (09/24/01)  411.080  (m)                       GP(       ) 4 2
 AI2717  NAD 83(1995)-  40 04 22.26860(N)    097 18 44.08949(W) AD(       ) B
 AI2717  ELLIP H (06/14/00)  411.077  (m)                       GP(       ) 4 1
 AI2717  NAVD 88             438.05   (m)         1437.2    (f) LEVELING    3  
 AI2717
 AI2717.Superseded values are not recommended for survey control.
 AI2717
 AI2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2717.See file dsdata.pdf to determine how the superseded data were derived.
 AI2717
 AI2717_MARKER: F = FLANGE-ENCASED ROD
 AI2717_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2717_STAMPING: FBYN B 1999
 AI2717_MARK LOGO: NGS
 AI2717_PROJECTION: FLUSH
 AI2717_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2717+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2717_ROD/PIPE-DEPTH: 14.2 meters
 AI2717_SLEEVE-DEPTH  : 0.9 meters
 AI2717
 AI2717  HISTORY     - Date     Condition        Report By
 AI2717  HISTORY     - 1999     MONUMENTED       NGS
 AI2717
 AI2717                          STATION DESCRIPTION
 AI2717
 AI2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2717'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2717'IN REYNOLDS, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG 561 AVENUE, 9.9 M
 AI2717'(32.5 FT) EAST OF THE AVENUE CENTER, 5.8 M (19.0 FT) SOUTH OF THE
 AI2717'CENTER OF A GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE, AND
 AI2717'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2717'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2717'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY
 AI2717'ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS SITE REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0578 ***********************************************************************
 MN0578  DESIGNATION -  FERNQUIST
 MN0578  PID         -  MN0578
 MN0578  STATE/COUNTY-  NE/KIMBALL
 MN0578  COUNTRY     -  US
 MN0578  USGS QUAD   -  BENNETT RESERVOIR EAST (2017)
 MN0578
 MN0578                         *CURRENT SURVEY CONTROL
 MN0578  ______________________________________________________________________
 MN0578* NAD 83(1995) POSITION- 41 18 40.00963(N) 103 30 23.75127(W)   ADJUSTED
 MN0578* NAVD 88 ORTHO HEIGHT -  1456.    (meters)     4777.    (feet) SCALED
 MN0578  ______________________________________________________________________
 MN0578  GEOID HEIGHT    -        -18.996 (meters)                     GEOID18
 MN0578  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC18
 MN0578  HORZ ORDER      -  FIRST
 MN0578
 MN0578.The horizontal coordinates were established by classical geodetic methods
 MN0578.and adjusted by the National Geodetic Survey in August 1997.
 MN0578
 MN0578.The orthometric height was scaled from a topographic map.
 MN0578
 MN0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0578.GEOID18 height accuracy estimate available here.
 MN0578
 MN0578.Click photographs - Photos may exist for this station.
 MN0578
 MN0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0578
 MN0578. The following values were computed from the NAD 83(1995) position.
 MN0578
 MN0578;                    North         East     Units Scale Factor Converg.
 MN0578;SPC NE       -   170,023.007   206,542.423   MT  0.99966434   -2 19 25.7
 MN0578;SPC NE       -   557,817.15    677,631.27   sFT  0.99966434   -2 19 25.7
 MN0578;UTM  13      - 4,574,370.181   625,006.842   MT  0.99979232   +0 59 09.6
 MN0578
 MN0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0578!SPC NE       -   0.99977470  x   0.99966434  =   0.99943912
 MN0578!UTM  13      -   0.99977470  x   0.99979232  =   0.99956707
 MN0578
 MN0578:                Primary Azimuth Mark                     Grid Az
 MN0578:SPC NE       -  FERNQUIST AZ MK RESET                    114 45 14.8
 MN0578:UTM  13      -  FERNQUIST AZ MK RESET                    111 26 39.5
 MN0578
 MN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2500674370(NAD 83)
 MN0578
 MN0578|---------------------------------------------------------------------|
 MN0578| PID    Reference Object                     Distance      Geod. Az  |
 MN0578|                                                           dddmmss.s |
 MN0578| CP8014 FERNQUIST AZ MK RESET                              1122549.1 |
 MN0578| CP8017 FERNQUIST RM 3                       66.085 METERS 12001     |
 MN0578| MN0560 POTTER MUNICIPAL TANK               APPROX.18.8 KM 1224527.6 |
 MN0578| CP8013 FERNQUIST AZ MK                                    1510724.9 |
 MN0578| CP8018 FERNQUIST RM 4                       66.504 METERS 15206     |
 MN0578| MN0567 DIX KIMBALL CO COOP ELEVATOR        APPROX. 8.5 KM 1691626.5 |
 MN0578| MN0588 DIX WU MICROWAVE RELAY TOWER        APPROX.13.2 KM 1883810.8 |
 MN0578| MN0607 KIMBALL WATER TANK BEACON           APPROX.15.7 KM 2373118.8 |
 MN0578|---------------------------------------------------------------------|
 MN0578
 MN0578                          SUPERSEDED SURVEY CONTROL
 MN0578
 MN0578  NAD 83(1993)-  41 18 40.00859(N)    103 30 23.75057(W) AD(       ) 1
 MN0578  NAD 83(1986)-  41 18 40.00134(N)    103 30 23.75119(W) AD(       ) 1
 MN0578  NAD 27      -  41 18 40.07590(N)    103 30 21.97430(W) AD(       ) 1
 MN0578
 MN0578.Superseded values are not recommended for survey control.
 MN0578
 MN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0578.See file dsdata.pdf to determine how the superseded data were derived.
 MN0578
 MN0578_MARKER: DS = TRIANGULATION STATION DISK
 MN0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0578_STAMPING: FERNQUIST 1934
 MN0578_MARK LOGO: CGS
 MN0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0578+STABILITY: SURFACE MOTION
 MN0578
 MN0578  HISTORY     - Date     Condition        Report By
 MN0578  HISTORY     - 1934     MONUMENTED       CGS
 MN0578  HISTORY     - 1963     GOOD             CGS
 MN0578
 MN0578                          STATION DESCRIPTION
 MN0578
 MN0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0578'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF KIMBALL
 MN0578'AND 5-1/2 MILES NORTH OF DIX ON A FLAT-TOPPED HILL WHICH
 MN0578'FORMERLY WAS A CULTIVATED WHEAT FIELD, ON LAND OWNED BY A
 MN0578'MR. FERNQUIST AND IS IN SOUTH HALF, OF SEC. 34, T. 54 N.,
 MN0578'R. 16 W.  THE STATION IS 0.7 MILE WEST OF NORTH-SOUTH GRADED
 MN0578'ROAD AND 0.3 MILE NORTH OF A GRADED EAST-WEST ROAD.  THE
 MN0578'MARK PROJECTS 10 INCHES.
 MN0578'
 MN0578'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 MN0578'30 AND THE UNION PACIFIC RAILROAD, GO NORTH FROM THE INTERSECTION
 MN0578'OF A GRADED NORTH-SOUTH ROAD AND U.S. HIGHWAY 30, IN THE WEST
 MN0578'EDGE OF TOWN, FOR 5.0 MILES TO A CROSS ROAD.  HERE TURN LEFT
 MN0578'AND GO WEST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT
 MN0578'SIDE OF THE ROAD.  CONTINUE WEST 0.15 MILE TO A FARMHOUSE,
 MN0578'WINDMILL, AND BUILDINGS ON THE RIGHT SIDE OF THE ROAD.  HERE
 MN0578'LEAVE ROAD, TURN RIGHT, GO NORTH ON WEST SIDE OF HOUSE, THEN
 MN0578'EAST BETWEEN HOUSE AND BARN AND THEN NORTH A TOTAL DISTANCE
 MN0578'OF 0.3 MILE TO TOP OF HILL AND STATION.
 MN0578'
 MN0578'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MN0578'DISKS SET AS DESCRIBED.
 MN0578'
 MN0578'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION AND
 MN0578'PROJECTS 10 INCHES.
 MN0578'
 MN0578'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS
 MN0578'10 INCHES.
 MN0578'
 MN0578'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION IN THE
 MN0578'RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ABOVE-MENTIONED
 MN0578'EAST-WEST GRADED ROAD AT A POINT 0.55 MILE WEST OF THE
 MN0578'INTERSECTION OF THE ABOVE-MENTIONED NORTH-AND-SOUTH AND
 MN0578'EAST-AND-WEST ROADS.  MARK PROJECTS 3 INCHES.
 MN0578'
 MN0578'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 MN0578
 MN0578                          STATION RECOVERY (1963)
 MN0578
 MN0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0578'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK
 MN0578'WAS LOWERED BELOW PLOW DEPTH.  THE AZIMUTH MARK, REFERENCE MARKS
 MN0578'NO. 1 AND NO. 2 WAS DESTROYED.  A NEW AZIMUTH MARK, REFERENCE
 MN0578'MARKS NO. 3 AND NO. 4 WAS SET.
 MN0578'
 MN0578'THE STATION IS LOCATED ON THE PROPERTY OF MRS. KATHELINE
 MN0578'FERNQUIST, WHICH IS ABOUT 10 MILES NORTHEAST OF KIMBALL AND
 MN0578'5-1/2 MILES NORTH OF DIX.
 MN0578'
 MN0578'TO REACH THE STATION FROM THE POST OFFICE IN DIX, GO WEST ON
 MN0578'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT, NORTH
 MN0578'CROSSING RAILROAD TRACKS ON GRAVELED ROAD FOR 5.0 MILES TO
 MN0578'A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF
 MN0578'THE ROAD AS DESCRIBED.  TURN LEFT, WEST ON GRAVELED ROAD FOR
 MN0578'0.7 MILE TO A BARN AND TRACK ROAD RIGHT.  TURN RIGHT, NORTH
 MN0578'ON TRACK ROAD FOR 0.35 MILE TO THE TOP OF HILL AND THE STATION
 MN0578'AS DESCRIBED.
 MN0578'
 MN0578'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0578'16-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET 22 INCHES
 MN0578'UNDERGROUND AND IS STAMPED FERNQUIST 1934 1963.
 MN0578'
 MN0578'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF
 MN0578'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 MN0578'AND IS STAMPED FERNQUIST NO 3 1934 1963.  IT IS 14 FEET
 MN0578'SOUTHEAST OF A CULTIVATED FIELD AND 2 FEET NORTH OF A METAL
 MN0578'WITNESS POST.
 MN0578'
 MN0578'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF
 MN0578'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 MN0578'AND IS STAMPED FERNQUIST NO 4 1934 1963.  IT IS 18 FEET
 MN0578'SOUTHEAST OF A CULTIVATED FIELD AND 1.7 FEET WEST OF A METAL
 MN0578'WITNESS POST.
 MN0578'
 MN0578'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0578'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 MN0578'AND IS STAMPED FERNQUIST 1934 RESET 1963.  IT IS 45 FEET
 MN0578'WEST OF THE CENTER OF A GRAVELED ROAD, 38 FEET SOUTH OF THE
 MN0578'CENTER OF AN EAST-WEST GRAVELED ROAD, 2.5 FEET WEST OF A POWER
 MN0578'LINE POLE AND 1.7 FEET EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4097 ***********************************************************************
 AB4097  CBN         -  This is a Cooperative Base Network Control Station.
 AB4097  PACS        -  This is a Primary Airport Control Station.
 AB4097  DESIGNATION -  FET A
 AB4097  PID         -  AB4097
 AB4097  STATE/COUNTY-  NE/DODGE
 AB4097  COUNTRY     -  US
 AB4097  USGS QUAD   -  FREMONT WEST (2017)
 AB4097
 AB4097                         *CURRENT SURVEY CONTROL
 AB4097  ______________________________________________________________________
 AB4097* NAD 83(2011) POSITION- 41 26 57.60688(N) 096 30 55.00441(W)   ADJUSTED
 AB4097* NAD 83(2011) ELLIP HT-   338.551 (meters)        (06/27/12)   ADJUSTED
 AB4097* NAD 83(2011) EPOCH   -  2010.00
 AB4097* NAVD 88 ORTHO HEIGHT -   365.58  (meters)     1199.4   (feet) GPS OBS
 AB4097  ______________________________________________________________________
 AB4097  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4097  GEOID HEIGHT    -        -26.961 (meters)                     GEOID99
 AB4097  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 AB4097  NAD 83(2011) X  -   -543,280.864 (meters)                     COMP
 AB4097  NAD 83(2011) Y  - -4,757,036.122 (meters)                     COMP
 AB4097  NAD 83(2011) Z  -  4,200,180.354 (meters)                     COMP
 AB4097  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 AB4097
 AB4097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4097  Standards:
 AB4097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4097  -------------------------------------------------------------------
 AB4097  NETWORK    0.45   1.12           0.21   0.15   0.57      0.02187610
 AB4097  -------------------------------------------------------------------
 AB4097  Click here for local accuracies and other accuracy information.
 AB4097
 AB4097.This mark is at Fremont Municipal Airport (FET)
 AB4097
 AB4097.The horizontal coordinates were established by GPS observations
 AB4097.and adjusted by the National Geodetic Survey in June 2012.
 AB4097
 AB4097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4097.been affixed to the stable North American tectonic plate. See 
 AB4097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4097
 AB4097.The horizontal coordinates are valid at the epoch date displayed above
 AB4097.which is a decimal equivalence of Year/Month/Day.
 AB4097
 AB4097.The orthometric height was determined by GPS observations and a
 AB4097.high-resolution geoid model.
 AB4097
 AB4097.GPS derived orthometric heights for airport stations designated as
 AB4097.PACS or SACS are published to 2 decimal places.  This maintains
 AB4097.centimeter relative accuracy between the PACS and SACS.  It does
 AB4097.not indicate centimeter accuracy relative to other marks which are
 AB4097.part of the published vertical control network.
 AB4097
 AB4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4097.GEOID18 height accuracy estimate available here.
 AB4097
 AB4097.Click photographs - Photos may exist for this station.
 AB4097
 AB4097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4097
 AB4097.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4097
 AB4097.The ellipsoidal height was determined by GPS observations
 AB4097.and is referenced to NAD 83.
 AB4097
 AB4097. The following values were computed from the NAD 83(2011) position.
 AB4097
 AB4097;                    North         East     Units Scale Factor Converg.
 AB4097;SPC NE       -   185,282.372   791,009.431   MT  0.99965908   +2 18 33.5
 AB4097;SPC NE       -   607,880.58  2,595,170.11   sFT  0.99965908   +2 18 33.5
 AB4097;UTM  14      - 4,591,619.558   707,551.411   MT  1.00013016   +1 38 43.3
 AB4097
 AB4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4097!SPC NE       -   0.99994690  x   0.99965908  =   0.99960600
 AB4097!UTM  14      -   0.99994690  x   1.00013016  =   1.00007705
 AB4097
 AB4097:                Primary Azimuth Mark                     Grid Az
 AB4097:SPC NE       -  ART PETERS AZ MK                         186 31 52.6
 AB4097:UTM  14      -  ART PETERS AZ MK                         187 11 42.8
 AB4097
 AB4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0755191619(NAD 83)
 AB4097
 AB4097|---------------------------------------------------------------------|
 AB4097| PID    Reference Object                     Distance      Geod. Az  |
 AB4097|                                                           dddmmss.s |
 AB4097| MK2158 ART PETERS AZ MK                    APPROX. 0.5 KM 1885026.1 |
 AB4097|---------------------------------------------------------------------|
 AB4097
 AB4097                          SUPERSEDED SURVEY CONTROL
 AB4097
 AB4097  NAD 83(2007)-  41 26 57.60685(N)    096 30 55.00502(W) AD(2002.00) 0
 AB4097  ELLIP H (02/10/07)  338.571  (m)                       GP(2002.00)    
 AB4097  ELLIP H (07/10/01)  338.571  (m)                       GP(       ) 4 1
 AB4097  NAD 83(1995)-  41 26 57.60690(N)    096 30 55.00445(W) AD(       ) B
 AB4097  ELLIP H (06/25/96)  338.604  (m)                       GP(       ) 1 1
 AB4097  NAVD 88 (06/25/96)  365.46   (m)  GEOID93  model used  GPS OBS        
 AB4097
 AB4097.Superseded values are not recommended for survey control.
 AB4097
 AB4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4097.See file dsdata.pdf to determine how the superseded data were derived.
 AB4097
 AB4097_MARKER: F = FLANGE-ENCASED ROD
 AB4097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4097_STAMPING: FET A 1995
 AB4097_MARK LOGO: NGS
 AB4097_PROJECTION: RECESSED 5 CENTIMETERS
 AB4097_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4097+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 AB4097_ROD/PIPE-DEPTH: 12.8 meters
 AB4097_SLEEVE-DEPTH  : 1 meters
 AB4097
 AB4097  HISTORY     - Date     Condition        Report By
 AB4097  HISTORY     - 1995     MONUMENTED       NGS
 AB4097  HISTORY     - 19970827 GOOD             NGS
 AB4097  HISTORY     - 20000613 GOOD             NEDR
 AB4097  HISTORY     - 20100511 GOOD             INDIV
 AB4097  HISTORY     - 20170110 GOOD             NEGS
 AB4097  HISTORY     - 20170315 GOOD             NEGS
 AB4097  HISTORY     - 20170508 GOOD             NEGS
 AB4097  HISTORY     - 20210914 GOOD             NEGS
 AB4097
 AB4097                          STATION DESCRIPTION
 AB4097
 AB4097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4097'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF NORTH BEND, 1.5
 AB4097'MI (2.4 KM) NORTHWEST OF FREMONT AND AT THE FREMONT MUNICIPAL AIRPORT.
 AB4097'OWNERSHIP CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT, NE 68025.
 AB4097'AIRPORT MANAGER IS TOM ANDERSON, PHONE (402) 727-2691.  TO REACH THE
 AB4097'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 77 IN THE NORTH
 AB4097'SECTION OF FREMONT, GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MI (1.1 KM) TO
 AB4097'A PAVED ROAD LEFT (JUST PAST A RAILROAD CROSSING), TURN LEFT AND GO
 AB4097'SOUTH ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A ROAD WITH A GATE ON THE
 AB4097'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO WESTERLY ON GRAVEL AIRPORT
 AB4097'ENTRANCE ROAD, THEN THE APRON FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 AB4097'OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO WEST ON THE APRON, THEN A
 AB4097'CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO THE APPROACH END OF RUNWAY
 AB4097'18, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.05 MI (0.08
 AB4097'KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE TAXIWAY FOR 98
 AB4097'FT (29.9 M) TO THE STATION ON THE LEFT AND IN LINE WITH THE FIRST SET
 AB4097'OF TAXIWAY LIGHTS WEST OF THE HOLD BAR.  THE STATION IS 123.3 FT (37.6
 AB4097'M) WEST OF THE RUNWAY CENTER, 93.3 FT (28.4 M) SOUTHWEST FROM THE MOST
 AB4097'WESTERLY OF A PAIR OF TAXIWAY LIGHTS, 71.2 FT (21.7 M) SOUTH OF THE
 AB4097'TAXIWAY CENTER AND 35.6 FT (10.9 M) SOUTH OF A TAXIWAY LIGHT.
 AB4097'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4097'AIRPORT CONTROL STATION.
 AB4097
 AB4097                          STATION RECOVERY (1997)
 AB4097
 AB4097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) .  RECOVERED
 AB4097'AS DESCRIBED WITH NOTE.  THE 1995 TO REACH BEGINS AT THE JUNCTION OF
 AB4097'US HIGHWAY 30 BUSINESS (23RD STREET) AND US HIGHWAY 77 (BROAD STREET)
 AB4097', WHICH IS 3.2 KM (2.00 MI) SOUTH ALONG US HIGHWAY 77 FROM THE
 AB4097'JUNCTION OF US HIGHWAY 30 AND US HIGHWAY 77.  THE MARK IS A PUNCH AT
 AB4097'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD
 AB4097'LENGTH OF 12.8 M (42.0 FT) IN A 2.5 CM (1 IN) FLUTED PLASTIC SLEEVE OF
 AB4097'RECORD LENGTH 1 M (3.3 FT) ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE
 AB4097'WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE MARK IS RECESSED 5.5 CM
 AB4097'BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP AND CONCRETE ARE FLUSH
 AB4097'WITH THE GROUND.
 AB4097
 AB4097                          STATION RECOVERY (2000)
 AB4097
 AB4097'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4097'RECOVERED AS DESCRIBED.
 AB4097
 AB4097                          STATION RECOVERY (2010)
 AB4097
 AB4097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 AB4097'RECOVERED IN GOOD CONDITION.
 AB4097
 AB4097                          STATION RECOVERY (2017)
 AB4097
 AB4097'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 AB4097'RECOVERED IN GOOD CONDITION
 AB4097
 AB4097                          STATION RECOVERY (2017)
 AB4097
 AB4097'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (LB)
 AB4097'FOUND GOOD
 AB4097
 AB4097                          STATION RECOVERY (2017)
 AB4097
 AB4097'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JA)
 AB4097'FOUND GOOD CONDITION
 AB4097
 AB4097                          STATION RECOVERY (2021)
 AB4097
 AB4097'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (KO)
 AB4097'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND U.S. 30 BUSINESS
 AB4097'IN FREMONT NE., GO WEST ON U.S. 30 BUSINESS APPROXIMATELY 0.7 MI (1.1
 AB4097'KM) TO THE JUNCTION OF U.S. 30B AND AIRPORT ROAD.  TURN SOUTH ON
 AB4097'AIRPORT ROAD AND GO APPROXIMATELY 0.1 MI (0.2 KM) TO THE ENTRANCE TO
 AB4097'THE AIRPORT RAMPS.  A GATE CODE WILL NEED TO BE OBTAINED FROM THE
 AB4097'AIRPORT OFFICE TO ENTER GATE.  FROM THE GATE, GO NORTHWEST
 AB4097'APPROXIMATELY 200 FT (61.0 M) TO THE RAMP.  GO WEST ON RAMP AND ONTO A
 AB4097'TAXIWAY FOR APPROXIMATELY 0.15 MI (0.24 KM) TO A TAXIWAY THAT HEADS
 AB4097'WEST-SOUTHWEST.  GO WEST-SOUTHWEST APPROXIMATELY 0.1 MI (0.2 KM) TO A
 AB4097'TAXI WAY HEADING WEST.  THE MARK IS IN THE SOUTHWEST CORNER OF THE
 AB4097'INTERSECTION OF THE TWO TAXIWAYS.  THE MARK IS 71.2 FT (21.7 M) SOUTH
 AB4097'OF AN EAST TO WEST TAXIWAY, 123.3 FT (37.6 M) WEST-NORTHWEST OF AN
 AB4097'NORTHEAST TO SOUTHWEST TAXIWAY AND APPROXIMATELY 3 FT (0.9 M)
 AB4097'EAST-NORTHEAST OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0022 ***********************************************************************
 LH0022  DESIGNATION -  FF 250
 LH0022  PID         -  LH0022
 LH0022  STATE/COUNTY-  NE/ADAMS
 LH0022  COUNTRY     -  US
 LH0022  USGS QUAD   -  HASTINGS EAST (2017)
 LH0022
 LH0022                         *CURRENT SURVEY CONTROL
 LH0022  ______________________________________________________________________
 LH0022* NAD 83(1986) POSITION- 40 35 02.88   (N) 098 22 28.32   (W)   HD_HELD1
 LH0022* NAVD 88 ORTHO HEIGHT -   587.442 (meters)     1927.30  (feet) ADJUSTED
 LH0022  ______________________________________________________________________
 LH0022  GEOID HEIGHT    -        -25.322 (meters)                     GEOID18
 LH0022  DYNAMIC HEIGHT  -        587.115 (meters)     1926.23  (feet) COMP
 LH0022  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 LH0022
 LH0022  VERT ORDER      -  FIRST     CLASS II
 LH0022
 LH0022.The horizontal coordinates were determined by differentially corrected
 LH0022.hand held GPS observations or other comparable positioning techniques
 LH0022.and have an estimated accuracy of +/- 3 meters.
 LH0022
 LH0022.The orthometric height was determined by differential leveling and
 LH0022.adjusted by the NATIONAL GEODETIC SURVEY
 LH0022.in May 1993.
 LH0022
 LH0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0022.GEOID18 height accuracy estimate available here.
 LH0022
 LH0022.Click photographs - Photos may exist for this station.
 LH0022
 LH0022.The dynamic height is computed by dividing the NAVD 88
 LH0022.geopotential number by the normal gravity value computed on the
 LH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0022.degrees latitude (g = 980.6199 gals.).
 LH0022
 LH0022.The modeled gravity was interpolated from observed gravity values.
 LH0022
 LH0022;                    North         East    Units  Estimated Accuracy
 LH0022;SPC NE       -    84,654.4     637,577.5     MT  (+/- 3 meters HH1 GPS) 
 LH0022
 LH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5293292781(NAD 83)
 LH0022
 LH0022                          SUPERSEDED SURVEY CONTROL
 LH0022
 LH0022  NAVD 88 (06/15/91)  587.469  (m)         1927.39   (f) SUPERSEDED  1 2
 LH0022  NGVD 29 (??/??/92)  587.240  (m)         1926.64   (f) ADJ UNCH    1 2
 LH0022
 LH0022.Superseded values are not recommended for survey control.
 LH0022
 LH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0022.See file dsdata.pdf to determine how the superseded data were derived.
 LH0022
 LH0022_MARKER: DB = BENCH MARK DISK
 LH0022_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0022_SP_SET: BUILDING
 LH0022_STAMPING: FF 250 1947
 LH0022_MARK LOGO: CGS
 LH0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0022+STABILITY: SURFACE MOTION
 LH0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0022+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH0022
 LH0022  HISTORY     - Date     Condition        Report By
 LH0022  HISTORY     - 1947     MONUMENTED       CGS
 LH0022  HISTORY     - 19911006 GOOD             NGS
 LH0022  HISTORY     - 20010810 GOOD             NEDR
 LH0022  HISTORY     - 20150811 GOOD             GEOCAC
 LH0022
 LH0022                          STATION DESCRIPTION
 LH0022
 LH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0022'AT HASTINGS.
 LH0022'AT HASTINGS, AT THE CITY BALL PARK, 158.0 FEET WEST OF THE
 LH0022'CENTER LINE OF U.S. HIGHWAY NO. 6, 105.0 FEET SOUTH OF THE SOUTH
 LH0022'RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 4.0
 LH0022'FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTH WALL OF
 LH0022'A SMALL RED BRICK PUMP HOUSE.
 LH0022
 LH0022                          STATION RECOVERY (1991)
 LH0022
 LH0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0022'IN HASTINGS, AT THE INTERSECTION OF 2ND STREET AND NORTH ELM AVENUE,
 LH0022'SET VERTICALLY IN THE NORTH FACE OF A 12 BY 16-FOOT BRICK BUILDING,
 LH0022'NEAR THE NORTHEAST CORNER OF THE CITY ATHLETIC FIELD, 106.0 M (347.8
 LH0022'FT) SOUTH OF THE CENTERLINE OF THE STREET, 47.7 M (156.5 FT) WEST OF
 LH0022'THE CENTERLINE OF THE AVENUE, 30.7 M (100.7 FT) SOUTH OF THE NEAR
 LH0022'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.2 M (3.9 FT) ABOVE THE
 LH0022'GROUND SURFACE, AND 0.3 M (1.0 FT) EAST OF THE NORTHEAST CORNER OF
 LH0022'THE BUILDING.
 LH0022
 LH0022                          STATION RECOVERY (2001)
 LH0022
 LH0022'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0022'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/CLAY
 LH0022'COUNTY LINE AND HIGHWAY 6.  PROCEED WEST ALONG HIGHWAY 6 4.90 MILES
 LH0022'(7.89 KM) UNTIL YOU MEET SOUTH STREET ON RIGHT.  THEN KEEP GOING
 LH0022'STRAIGHT WEST 0.10 MILES (0.16 KM) UNTIL CROSSROADS OF SOUTH STREET
 LH0022'AND ELM AVENUE.  THEN TURN RIGHT GOING NORTH ALONG ELM AVENUE 0.11
 LH0022'MILE (0.18 KM) TO THE BENCH MARK.  MARK SET VERTICALLY IN THE NORTH
 LH0022'FACE OF 12 BY 16 FOOT (4.9 M) BRICK BUILDING NEAR THE NORTHEAST CORNER
 LH0022'OF THE CITY ATHLETIC FIELD.
 LH0022
 LH0022                          STATION RECOVERY (2015)
 LH0022
 LH0022'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0945 ***********************************************************************
 LG0945  DESIGNATION -  FILLMORE
 LG0945  PID         -  LG0945
 LG0945  STATE/COUNTY-  NE/FILLMORE
 LG0945  COUNTRY     -  US
 LG0945  USGS QUAD   -  SUTTON (2017)
 LG0945
 LG0945                         *CURRENT SURVEY CONTROL
 LG0945  ______________________________________________________________________
 LG0945* NAD 83(1995) POSITION- 40 37 22.46771(N) 097 48 56.10962(W)   ADJUSTED
 LG0945* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 LG0945  ______________________________________________________________________
 LG0945  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 LG0945  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LG0945  HORZ ORDER      -  SECOND
 LG0945
 LG0945.The horizontal coordinates were established by classical geodetic methods
 LG0945.and adjusted by the National Geodetic Survey in August 1997.
 LG0945
 LG0945.The orthometric height was scaled from a topographic map.
 LG0945
 LG0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0945.GEOID18 height accuracy estimate available here.
 LG0945
 LG0945.Click photographs - Photos may exist for this station.
 LG0945
 LG0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0945
 LG0945. The following values were computed from the NAD 83(1995) position.
 LG0945
 LG0945;                    North         East     Units Scale Factor Converg.
 LG0945;SPC NE       -    90,000.141   684,768.526   MT  0.99977632   +1 26 51.4
 LG0945;SPC NE       -   295,275.46  2,246,611.41   sFT  0.99977632   +1 26 51.4
 LG0945;UTM  14      - 4,497,571.811   600,177.677   MT  0.99972353   +0 46 16.4
 LG0945
 LG0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0945!SPC NE       -   0.99992172  x   0.99977632  =   0.99969806
 LG0945!UTM  14      -   0.99992172  x   0.99972353  =   0.99964528
 LG0945
 LG0945:                Primary Azimuth Mark                     Grid Az
 LG0945:SPC NE       -  FILLMORE AZ MK                           096 25 55.3
 LG0945:UTM  14      -  FILLMORE AZ MK                           097 06 30.3
 LG0945
 LG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0017797571(NAD 83)
 LG0945
 LG0945|---------------------------------------------------------------------|
 LG0945| PID    Reference Object                     Distance      Geod. Az  |
 LG0945|                                                           dddmmss.s |
 LG0945| CN9309 FILLMORE RM 1                        20.827 METERS 08804     |
 LG0945| CN9308 FILLMORE AZ MK                                     0975246.7 |
 LG0945| LG0943 SUTTON MUNICIPAL STANDPIPE          APPROX. 4.5 KM 2352042.6 |
 LG0945| LG0944 SUTTON IMM CONCEPT CATH CH          APPROX. 4.3 KM 2400220.8 |
 LG0945| CN9310 FILLMORE RM 2                        16.847 METERS 25424     |
 LG0945|---------------------------------------------------------------------|
 LG0945
 LG0945                          SUPERSEDED SURVEY CONTROL
 LG0945
 LG0945  NAD 83(1986)-  40 37 22.47500(N)    097 48 56.11032(W) AD(       ) 2
 LG0945  NAD 27      -  40 37 22.44900(N)    097 48 54.93900(W) AD(       ) 2
 LG0945
 LG0945.Superseded values are not recommended for survey control.
 LG0945
 LG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0945.See file dsdata.pdf to determine how the superseded data were derived.
 LG0945
 LG0945_MARKER: DS = TRIANGULATION STATION DISK
 LG0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0945_STAMPING: FILLMORE 1950
 LG0945_MARK LOGO: CGS
 LG0945_PROJECTION: FLUSH
 LG0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0945+STABILITY: SURFACE MOTION
 LG0945
 LG0945  HISTORY     - Date     Condition        Report By
 LG0945  HISTORY     - 1950     MONUMENTED       CGS
 LG0945  HISTORY     - 1963     GOOD             CGS
 LG0945
 LG0945                          STATION DESCRIPTION
 LG0945
 LG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0945'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF GRAFTON
 LG0945'AND 2-1/2 MILES EAST NORTHEAST OF SUTTON ON THE RIGHT-OF-WAY
 LG0945'OF U.S. HIGHWAY 6.  IT IS 34 FEET NORTH OF THE CENTERLINE OF THE
 LG0945'HIGHWAY AND 29 FEET EAST OF A 6 INCH TREE WITH A TRIANGLE
 LG0945'BLAZE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 LG0945'IS STAMPED FILLMORE 1950.
 LG0945'
 LG0945'REFERENCE MARK NO. 1 IS 41.5 FEET WEST OF A LONE TREE AND 31
 LG0945'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS
 LG0945'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED FILLMORE
 LG0945'NO 1 1950.
 LG0945'
 LG0945'REFERENCE MARK NO. 2 IS 26 FEET WEST SOUTHWEST OF A 6 INCH TREE
 LG0945'WITH A TRIANGLE BLAZE AND 24 FEET NORTH OF THE CENTERLINE
 LG0945'OF THE HIGHWAY.  THE MARK IS SET FLUSH WITH THE GROUND AND
 LG0945'THE DISK IS STAMPED FILLMORE NO 2 1950.
 LG0945'
 LG0945'AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LG0945'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 LG0945'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 LG0945'AND THE DISK IS STAMPED FILLMORE 1950.
 LG0945'
 LG0945'TO REACH THE STATION FROM DODGE AND PLYMOUTH GARAGE AND SKELLY
 LG0945'GAS STATION AT THE SOUTHEAST EDGE OF GRAFTON, GO WEST ON
 LG0945'U.S. HIGHWAY 6 FOR 4.85 MILES TO A CROSSROADS.  (AZIMUTH MARK
 LG0945'REACHED FROM THIS POINT BY TURNING SOUTH ON GRAVEL ROAD FOR
 LG0945'0.1 MILE TO MARK ON WEST SIDE OF ROAD AS DESCRIBED.) CONTINUE
 LG0945'WEST ON U.S. HIGHWAY 6 FOR 0.5 MILE TO STATION ON NORTH SIDE
 LG0945'OF ROAD AS DESCRIBED.
 LG0945'
 LG0945'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0945
 LG0945                          STATION RECOVERY (1963)
 LG0945
 LG0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0945'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0945'FOUND IN GOOD CONDITION.  THE STATION MARK IS 1 FOOT WEST OF A
 LG0945'NEW STEEL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0412 ***********************************************************************
 NO0412  DESIGNATION -  FINK
 NO0412  PID         -  NO0412
 NO0412  STATE/COUNTY-  NE/BROWN
 NO0412  COUNTRY     -  US
 NO0412  USGS QUAD   -  ELSMERE (2017)
 NO0412
 NO0412                         *CURRENT SURVEY CONTROL
 NO0412  ______________________________________________________________________
 NO0412* NAD 83(1995) POSITION- 42 12 36.67116(N) 100 07 48.89119(W)   ADJUSTED
 NO0412* NAVD 88 ORTHO HEIGHT -   885.    (meters)     2904.    (feet) SCALED
 NO0412  ______________________________________________________________________
 NO0412  GEOID HEIGHT    -        -22.065 (meters)                     GEOID18
 NO0412  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 NO0412  HORZ ORDER      -  FIRST
 NO0412
 NO0412.The horizontal coordinates were established by classical geodetic methods
 NO0412.and adjusted by the National Geodetic Survey in August 1997.
 NO0412
 NO0412.The orthometric height was scaled from a topographic map.
 NO0412
 NO0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0412.GEOID18 height accuracy estimate available here.
 NO0412
 NO0412.Click photographs - Photos may exist for this station.
 NO0412
 NO0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0412
 NO0412. The following values were computed from the NAD 83(1995) position.
 NO0412
 NO0412;                    North         East     Units Scale Factor Converg.
 NO0412;SPC NE       -   263,905.935   489,247.339   MT  0.99973412   -0 05 10.7
 NO0412;SPC NE       -   865,831.39  1,605,138.98   sFT  0.99973412   -0 05 10.7
 NO0412;UTM  14      - 4,673,731.698   406,703.655   MT  0.99970710   -0 45 33.9
 NO0412
 NO0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0412!SPC NE       -   0.99986463  x   0.99973412  =   0.99959879
 NO0412!UTM  14      -   0.99986463  x   0.99970710  =   0.99957177
 NO0412
 NO0412:                Primary Azimuth Mark                     Grid Az
 NO0412:SPC NE       -  FINK AZ MK                               260 13 59.4
 NO0412:UTM  14      -  FINK AZ MK                               260 54 22.6
 NO0412
 NO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0670373731(NAD 83)
 NO0412
 NO0412|---------------------------------------------------------------------|
 NO0412| PID    Reference Object                     Distance      Geod. Az  |
 NO0412|                                                           dddmmss.s |
 NO0412| CO3102 FINK RM 1                            23.224 METERS 05058     |
 NO0412| CO3103 FINK RM                              30.477 METERS 12844     |
 NO0412| CO3101 FINK AZ MK                                         2600848.7 |
 NO0412|---------------------------------------------------------------------|
 NO0412
 NO0412                          SUPERSEDED SURVEY CONTROL
 NO0412
 NO0412  NAD 83(1986)-  42 12 36.67409(N)    100 07 48.89925(W) AD(       ) 1
 NO0412  NAD 27      -  42 12 36.67800(N)    100 07 47.43100(W) AD(       ) 1
 NO0412
 NO0412.Superseded values are not recommended for survey control.
 NO0412
 NO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0412.See file dsdata.pdf to determine how the superseded data were derived.
 NO0412
 NO0412_MARKER: DB = BENCH MARK DISK
 NO0412_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0412_STAMPING: FINK 1948
 NO0412_MARK LOGO: USGS
 NO0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0412
 NO0412  HISTORY     - Date     Condition        Report By
 NO0412  HISTORY     - 1948     MONUMENTED       USGS
 NO0412
 NO0412                          STATION DESCRIPTION
 NO0412
 NO0412'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0412'THE STATION IS LOCATED ABOUT 26.0 MILES SOUTH-SOUTHWEST OF
 NO0412'AINSWORTH, ABOUT 4.0 MILES NORTH-NORTHEAST OF THE ELSMERE
 NO0412'STORE AND POST OFFICE AND ABOUT 8.0 MILES NORTH-NORTHWEST OF
 NO0412'THE KOSHOPAH STORE AND POST OFFICE.  IT IS ON THE SUMMIT OF THE
 NO0412'HIGHEST SAND HILL IN THE VICINITY, ABOUT 0.55 OF A MILE
 NO0412'EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER, AND 0.45 OF A
 NO0412'MILE NORTHEAST OF A WINDMILL, AND 6.0 FEET NORTHWEST OF A
 NO0412'WITNESS POST.  IT IS A STANDARD U.S.G.S. BM DISK SET IN THE
 NO0412'TOP OF A SIX INCH BY SIX INCH CONCRETE POST PROJECTING 1.0
 NO0412'FOOT ABOVE THE GROUND.  IT IS STAMPED FINK 1948.
 NO0412'
 NO0412'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0412'ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0412'3 INCHES AND IS STAMPED FINK NO 1 1949.
 NO0412'
 NO0412'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE MARK
 NO0412'DISK SET IN THE TOP OF A SIX INCH BY SIX INCH CONCRETE POST
 NO0412'PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS STAMPED FINK
 NO0412'1948.
 NO0412'
 NO0412'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE WEST OF A SOUTHEAST
 NO0412'FENCE CORNER, 2.3 FEET EAST OF A WITNESS POST AND 0.8 OF A FOOT
 NO0412'NORTH OF A FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED FINK
 NO0412'1949.
 NO0412'
 NO0412'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NO0412'GO SOUTH ON STATE ROUTE NO. 7 FOR 22.75 MILES TO A SIDE ROAD
 NO0412'RIGHT, AT SIGN HITCHCOCK RANCH, TURN RIGHT AND GO 2.3 MILES
 NO0412'TO A FORK, TAKE RIGHT FORK AND GO 1.8 MILES TO A FORK, TAKE
 NO0412'LEFT FORK AND GO 0.15 OF A MILE TO A FORK, TAKE RIGHT FORK AND
 NO0412'GO 0.75 OF A MILE TO A CATTLE GUARD AND A FORK, TAKE RIGHT
 NO0412'FORK FOR 3.7 MILES TO A FORK, TAKE RIGHT FORK FOR 0.3 OF A
 NO0412'MILE TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 NO0412'ON THE MAIN TRAVELED ROAD FOR 0.5 OF A MILE TO A RANCH HOUSE
 NO0412'ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD
 NO0412'FOR 1.55 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.35 OF A
 NO0412'MILE TO A FARM HOUSE ON THE LEFT AND A FORK JUST AFTER
 NO0412'PASSING THROUGH A CATTLE GUARD, TAKE LEFT FORK AND GO 2.5
 NO0412'MILES TO A FARM HOUSE AND CATTLE GUARD, TURN LEFT ON MAIN
 NO0412'TRAVELED ROAD JUST AFTER CROSSING THE CATTLE GUARD AND
 NO0412'GO 1.95 MILES TO A CROSSROAD AT THE NORTHEAST CORNER OF A
 NO0412'SCHOOL YARD, TURN RIGHT, WEST, AND GO 0.3 OF A MILE TO A
 NO0412'FORK, TAKE RIGHT FORK, AND CONTINUE STRAIGHT AHEAD FOR 0.9
 NO0412'OF A MILE TO A RANCH HOUSE ON THE RIGHT, CONTINUE STRAIGHT
 NO0412'AHEAD FOR 1.95 TO A RANCH HOUSE ON THE RIGHT, TURN LEFT AND GO
 NO0412'SOUTH ON TRACK ROAD FOR 0.15 OF A MILE TO A DIM TRACK ROAD
 NO0412'LEFT, TURN LEFT ON DIM TRACK ROAD AND GO 1.1 MILES TO A
 NO0412'WIRE FENCE JUST NORTHWEST OF A WINDMILL, LET DOWN FENCE AND GO
 NO0412'EAST-NORTHEAST ACROSS A PASTURE FOR ABOUT 0.5 OF A MILE TO THE
 NO0412'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0412'
 NO0412'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST
 NO0412'TO THE LET-DOWN IN THE FENCE AND PICK WAY SOUTHWEST THROUGH
 NO0412'PASTURE FOR 0.15 OF A MILE TO THE TOP OF A RISE AND THE
 NO0412'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NO0412'
 NO0412'A 74 FOOT SIGNAL AT STATIONS MIDVALE, PURDUM, AND GOOSE CREEK
 NO0412'(USGS) ARE VISIBLE AT 4 FEET.
 NO0412'
 NO0412'A 4 FOOT SIGNAL AT STATION KOSHOPAH IS VISIBLE AT 4 FEET.
 NO0412'
 NO0412'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0623 ***********************************************************************
 MN0623  DESIGNATION -  FINK
 MN0623  PID         -  MN0623
 MN0623  STATE/COUNTY-  NE/BANNER
 MN0623  COUNTRY     -  US
 MN0623  USGS QUAD   -  SOUTH OF GABE ROCK (2017)
 MN0623
 MN0623                         *CURRENT SURVEY CONTROL
 MN0623  ______________________________________________________________________
 MN0623* NAD 83(1995) POSITION- 41 24 38.01906(N) 103 49 37.58640(W)   ADJUSTED
 MN0623* NAVD 88 ORTHO HEIGHT -  1190.    (meters)     3904.    (feet) SCALED
 MN0623  ______________________________________________________________________
 MN0623  GEOID HEIGHT    -        -18.632 (meters)                     GEOID18
 MN0623  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 MN0623  HORZ ORDER      -  SECOND
 MN0623
 MN0623.The horizontal coordinates were established by classical geodetic methods
 MN0623.and adjusted by the National Geodetic Survey in August 1997.
 MN0623
 MN0623.The orthometric height was scaled from a topographic map.
 MN0623
 MN0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0623.GEOID18 height accuracy estimate available here.
 MN0623
 MN0623.Click photographs - Photos may exist for this station.
 MN0623
 MN0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0623
 MN0623. The following values were computed from the NAD 83(1995) position.
 MN0623
 MN0623;                    North         East     Units Scale Factor Converg.
 MN0623;SPC NE       -   182,190.699   180,225.194   MT  0.99965997   -2 32 10.4
 MN0623;SPC NE       -   597,737.32    591,288.82   sFT  0.99965997   -2 32 10.4
 MN0623;UTM  13      - 4,584,998.563   598,028.308   MT  0.99971826   +0 46 33.1
 MN0623
 MN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0623!SPC NE       -   0.99981634  x   0.99965997  =   0.99947637
 MN0623!UTM  13      -   0.99981634  x   0.99971826  =   0.99953465
 MN0623
 MN0623:                Primary Azimuth Mark                     Grid Az
 MN0623:SPC NE       -  HARRISBURG MOTOROLA COMMUN MST           079 44 16.4
 MN0623:UTM  13      -  HARRISBURG MOTOROLA COMMUN MST           076 25 32.9
 MN0623
 MN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9802884998(NAD 83)
 MN0623
 MN0623|---------------------------------------------------------------------|
 MN0623| PID    Reference Object                     Distance      Geod. Az  |
 MN0623|                                                           dddmmss.s |
 MN0623| CP8026 FINK AZ MK                                         0062748.6 |
 MN0623| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 8.4 KM 0771206.0 |
 MN0623| MN0588 DIX WU MICROWAVE RELAY TOWER        APPROX.34.6 KM 1340341.2 |
 MN0623| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX.19.8 KM 1354944.7 |
 MN0623| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX.27.2 KM 1411020.6 |
 MN0623| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX.25.0 KM 1462253.3 |
 MN0623| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.15.3 KM 1640419.6 |
 MN0623| CP8027 FINK RM 1                            25.725 METERS 18719     |
 MN0623| CP8028 FINK RM 2                                          26801     |
 MN0623|---------------------------------------------------------------------|
 MN0623
 MN0623                          SUPERSEDED SURVEY CONTROL
 MN0623
 MN0623  NAD 83(1993)-  41 24 38.01878(N)    103 49 37.58619(W) AD(       ) 2
 MN0623  NAD 83(1986)-  41 24 38.00857(N)    103 49 37.58631(W) AD(       ) 2
 MN0623  NAD 27      -  41 24 38.08880(N)    103 49 35.77940(W) AD(       ) 2
 MN0623
 MN0623.Superseded values are not recommended for survey control.
 MN0623
 MN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0623.See file dsdata.pdf to determine how the superseded data were derived.
 MN0623
 MN0623_MARKER: DS = TRIANGULATION STATION DISK
 MN0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0623_STAMPING: FINK 1963
 MN0623_MARK LOGO: CGS
 MN0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0623+STABILITY: SURFACE MOTION
 MN0623
 MN0623  HISTORY     - Date     Condition        Report By
 MN0623  HISTORY     - 1963     MONUMENTED       CGS
 MN0623  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0623
 MN0623                          STATION DESCRIPTION
 MN0623
 MN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0623'THE STATION IS 12 MILES NORTH AND 9 MILES WEST OF KIMBALL,
 MN0623'IN THE SOUTHWEST QUARTER OF SECTION 30, T 17 N, R 57 W AND
 MN0623'ON PROPERTY OWNED BY THE FINK ESTATE AND LEASED BY MR. HENRY
 MN0623'JENNINGS.
 MN0623'
 MN0623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0623'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0623'13.1 MILES TO A CROSSROAD AND A SIGN ON THE RIGHT ALBIN WYO.
 MN0623'24.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 8.8 MILES TO
 MN0623'THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE GRAVEL ROAD.
 MN0623'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.3 MILE TO A SIDE ROAD
 MN0623'LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.9 MILE
 MN0623'TO A CROSSROAD.  TURN LEFT AND GO EAST AND NORTH FOR 0.3 MILE
 MN0623'TO TWO OIL STORAGE TANKS ON THE LEFT AND THE STATION ON THE
 MN0623'RIGHT.
 MN0623'
 MN0623'STATION MARKS ARE STANDARD DISKS STAMPED FINK 1963.  THE
 MN0623'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0623'6 INCHES.  IT IS 98 FEET NORTHEAST OF AN OIL SEPARATOR,
 MN0623'20 FEET EAST OF A GRAVEL ROAD AND 3 FEET WEST OF A METAL
 MN0623'WITNESS POST, THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MN0623'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0623'
 MN0623'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FINK NO 1 1963,
 MN0623'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0623'GROUND.  IT IS 97 FEET SOUTHEAST OF THE OIL SEPARATOR AND
 MN0623'14 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 MN0623'
 MN0623'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FINK NO 2 1963,
 MN0623'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0623'GROUND.  IT IS 58 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 MN0623'AND 20 FEET NORTHEAST OF THE OIL SEPARATOR.
 MN0623'
 MN0623'AZIMUTH MARK, A STANDARD DISK STAMPED FINK 1963, IS SET IN
 MN0623'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 36
 MN0623'FEET SOUTH OF A GRAVEL ROAD, 19 FEET EAST OF A TRACK ROAD,
 MN0623'2.5 FEET EAST OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS
 MN0623'POST.
 MN0623'
 MN0623'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0623'
 MN0623'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MN0623
 MN0623                          STATION RECOVERY (1974)
 MN0623
 MN0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ELA)
 MN0623'SURFACE AND REFERENCE MARKS WERE NOT FOUND.
 MN0623'
 MN0623'SITE OF MARK NOW UNDER CULTIVATION.
 MN0623'
 MN0623'AZIMUTH MARK OK AS LISTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1093 ***********************************************************************
 LG1093  DESIGNATION -  FIRST DUTCH LUTHERAN CHURCH
 LG1093  PID         -  LG1093
 LG1093  STATE/COUNTY-  NE/GAGE
 LG1093  COUNTRY     -  US
 LG1093  USGS QUAD   -  PLYMOUTH (2017)
 LG1093
 LG1093                         *CURRENT SURVEY CONTROL
 LG1093  ______________________________________________________________________
 LG1093* NAD 83(1995) POSITION- 40 18 23.79616(N) 096 52 45.17709(W)   ADJUSTED
 LG1093  ______________________________________________________________________
 LG1093  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 LG1093  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 LG1093  HORZ ORDER      -  THIRD
 LG1093
 LG1093.The horizontal coordinates were established by classical geodetic methods
 LG1093.and adjusted by the National Geodetic Survey in August 1997.
 LG1093
 LG1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1093.GEOID18 height accuracy estimate available here.
 LG1093
 LG1093.Click photographs - Photos may exist for this station.
 LG1093
 LG1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1093
 LG1093. The following values were computed from the NAD 83(1995) position.
 LG1093
 LG1093;                    North         East     Units Scale Factor Converg.
 LG1093;SPC NE       -    57,336.251   765,209.387   MT  0.99987544   +2 04 05.3
 LG1093;SPC NE       -   188,110.68  2,510,524.46   sFT  0.99987544   +2 04 05.3
 LG1093;UTM  14      - 4,463,947.014   680,224.018   MT  0.99999984   +1 22 20.1
 LG1093
 LG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8022463947(NAD 83)
 LG1093
 LG1093                          SUPERSEDED SURVEY CONTROL
 LG1093
 LG1093  NAD 83(1986)-  40 18 23.80316(N)    096 52 45.17532(W) AD(       ) 3
 LG1093  NAD 27      -  40 18 23.79500(N)    096 52 44.08900(W) AD(       ) 3
 LG1093
 LG1093.Superseded values are not recommended for survey control.
 LG1093
 LG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1093.See file dsdata.pdf to determine how the superseded data were derived.
 LG1093
 LG1093_MARKER: 90 = CHURCH SPIRE
 LG1093
 LG1093  HISTORY     - Date     Condition        Report By
 LG1093  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1093  HISTORY     - 20040531 GOOD             USPSQD
 LG1093
 LG1093                          STATION DESCRIPTION
 LG1093
 LG1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1093'THE CHURCH SPIRE IS LOCATED ABOUT 6 MILES EAST OF PLYMOUTH AT
 LG1093'THE NORTH EAST ANGLE OF A CROSSROAD.  IT IS A RED BRICK BUILDING
 LG1093'WITH THE SPIRE ON THE SOUTH END OF THE BUILDING.  THE SPIRE IS
 LG1093'GREY WITH A WHITE BASE.  IT IS ABOUT 70 FEET HIGH AND A CROSS ON
 LG1093'THE TOP.  THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.  IT IS
 LG1093'75 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 90 FEET
 LG1093'EAST OF THE CENTER OF A NORTH-SOUTH ROAD.
 LG1093
 LG1093                          STATION RECOVERY (2004)
 LG1093
 LG1093'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1093'STATION FOUND GOOD. THE NORTH-SOUTH ROAD IN THE 1947 DESCRIPTION IS
 LG1093'NOW S.W. 117TH ROAD.  THE CHURCH IS IN THE NORTHEAST CORNER OF THE
 LG1093'INTERSECTION OF STATE HIGHWAY 4 AND S.W. 117TH ROAD.  THE CHURCH IS
 LG1093'NOW NAMED FIRST TRINITY LUTHERAN CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1147 ***********************************************************************
 LG1147  DESIGNATION -  FIRTH MUNICIPAL TANK
 LG1147  PID         -  LG1147
 LG1147  STATE/COUNTY-  NE/LANCASTER
 LG1147  COUNTRY     -  US
 LG1147  USGS QUAD   -  FIRTH (2017)
 LG1147
 LG1147                         *CURRENT SURVEY CONTROL
 LG1147  ______________________________________________________________________
 LG1147* NAD 83(1995) POSITION- 40 31 59.97359(N) 096 36 18.29919(W)   ADJUSTED
 LG1147  ______________________________________________________________________
 LG1147  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 LG1147  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 LG1147  HORZ ORDER      -  THIRD
 LG1147
 LG1147.The horizontal coordinates were established by classical geodetic methods
 LG1147.and adjusted by the National Geodetic Survey in August 1997.
 LG1147
 LG1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1147.GEOID18 height accuracy estimate available here.
 LG1147
 LG1147.Click photographs - Photos may exist for this station.
 LG1147
 LG1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1147
 LG1147. The following values were computed from the NAD 83(1995) position.
 LG1147
 LG1147;                    North         East     Units Scale Factor Converg.
 LG1147;SPC NE       -    83,365.713   787,506.026   MT  0.99980136   +2 14 59.3
 LG1147;SPC NE       -   273,509.01  2,583,676.02   sFT  0.99980136   +2 14 59.3
 LG1147;UTM  14      - 4,489,709.848   702,839.381   MT  1.00010647   +1 33 25.1
 LG1147
 LG1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0283989709(NAD 83)
 LG1147
 LG1147                          SUPERSEDED SURVEY CONTROL
 LG1147
 LG1147  NAD 83(1986)-  40 31 59.98158(N)    096 36 18.29797(W) AD(       ) 3
 LG1147  NAD 27      -  40 31 59.98000(N)    096 36 17.23000(W) AD(       ) 3
 LG1147
 LG1147.Superseded values are not recommended for survey control.
 LG1147
 LG1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1147.See file dsdata.pdf to determine how the superseded data were derived.
 LG1147
 LG1147_MARKER: 53 = ELEVATED TANK
 LG1147
 LG1147  HISTORY     - Date     Condition        Report By
 LG1147  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1147  HISTORY     - 20050810 MARK NOT FOUND   GEOCAC
 LG1147
 LG1147                          STATION DESCRIPTION
 LG1147
 LG1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1147'THE TANK IS LOCATED AT THE EAST EDGE OF TOWN.  IT IS A FOUR
 LG1147'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS BLACK IN COLOR
 LG1147'WITH THE ROOF PAINTED SILVER.  IT IS ABOUT 60 FEET IN HEIGHT.  IT
 LG1147'IS 65 FEET WEST OF A NORTH-SOUTH STREET AND 198 FEET SOUTH
 LG1147'OF AN EAST-WEST STREET.  THE POINT OBSERVED UPON WAS THE BALL
 LG1147'AT THE APEX OF THE ROOF.
 LG1147
 LG1147                          STATION RECOVERY (2005)
 LG1147
 LG1147'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1147'TANK HAS BEEN RAZED.
 LG1147'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1148 ***********************************************************************
 LG1148  DESIGNATION -  FIRTH ST JOHNS LUTHERAN CHURCH
 LG1148  PID         -  LG1148
 LG1148  STATE/COUNTY-  NE/LANCASTER
 LG1148  COUNTRY     -  US
 LG1148  USGS QUAD   -  FIRTH (2017)
 LG1148
 LG1148                         *CURRENT SURVEY CONTROL
 LG1148  ______________________________________________________________________
 LG1148* NAD 83(1995) POSITION- 40 30 30.44274(N) 096 37 28.02685(W)   ADJUSTED
 LG1148  ______________________________________________________________________
 LG1148  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 LG1148  LAPLACE CORR    -         -6.58  (seconds)                    DEFLEC18
 LG1148  HORZ ORDER      -  THIRD
 LG1148
 LG1148.The horizontal coordinates were established by classical geodetic methods
 LG1148.and adjusted by the National Geodetic Survey in August 1997.
 LG1148
 LG1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1148.GEOID18 height accuracy estimate available here.
 LG1148
 LG1148.Click photographs - Photos may exist for this station.
 LG1148
 LG1148.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1148
 LG1148. The following values were computed from the NAD 83(1995) position.
 LG1148
 LG1148;                    North         East     Units Scale Factor Converg.
 LG1148;SPC NE       -    80,542.486   785,974.346   MT  0.99980874   +2 14 13.1
 LG1148;SPC NE       -   264,246.47  2,578,650.83   sFT  0.99980874   +2 14 13.1
 LG1148;UTM  14      - 4,486,904.521   701,273.195   MT  1.00009868   +1 32 36.9
 LG1148
 LG1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0127386904(NAD 83)
 LG1148
 LG1148                          SUPERSEDED SURVEY CONTROL
 LG1148
 LG1148  NAD 83(1986)-  40 30 30.45046(N)    096 37 28.02433(W) AD(       ) 3
 LG1148  NAD 27      -  40 30 30.44500(N)    096 37 26.95400(W) AD(       ) 3
 LG1148
 LG1148.Superseded values are not recommended for survey control.
 LG1148
 LG1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1148.See file dsdata.pdf to determine how the superseded data were derived.
 LG1148
 LG1148_MARKER: 90 = CHURCH SPIRE
 LG1148
 LG1148  HISTORY     - Date     Condition        Report By
 LG1148  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1148  HISTORY     - 20020816 MARK NOT FOUND   USPSQD
 LG1148
 LG1148                          STATION DESCRIPTION
 LG1148
 LG1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1148'THE CHURCH IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF FIRTH.  IT IS
 LG1148'A WHITE FRAME BUILDING WITH THE SPIRE ON THE NORTH END OF THE
 LG1148'CHURCH.  IT IS ABOUT 60 FEET HIGH AND HAS A BALL ON THE TOP.
 LG1148'IT IS 45 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE CHURCH
 LG1148'AND 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.
 LG1148'THE POINT OBSERVED UPON WAS THE BALL ON TOP OF THE SPIRE.
 LG1148
 LG1148                          STATION RECOVERY (2002)
 LG1148
 LG1148'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1148'CHURCH IS LOCATED IN GAGE(NOT LANCASTER) COUNTY, 1 MILE SOUTH OF
 LG1148'LANCASTER CTY LINE, 2.5 MILES SOUTHWEST OF FIRTH. FROM FIRTH TAKE SPUR
 LG1148'34B TO E. APPLE RD., TURN RIGHT GO 0.75 MILE TO CHURCH ON LEFT. CHURCH
 LG1148'IS INACTIVE AND IS STORAGE BUILDING. SPIRE AND BALL ON TOP OF CHURCH
 LG1148'NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0474 ***********************************************************************
 LJ0474  DESIGNATION -  FISCHER
 LJ0474  PID         -  LJ0474
 LJ0474  STATE/COUNTY-  NE/FRONTIER
 LJ0474  COUNTRY     -  US
 LJ0474  USGS QUAD   -  CURTIS SE (2017)
 LJ0474
 LJ0474                         *CURRENT SURVEY CONTROL
 LJ0474  ______________________________________________________________________
 LJ0474* NAD 83(1995) POSITION- 40 33 45.85573(N) 100 34 25.53440(W)   ADJUSTED
 LJ0474* NAVD 88 ORTHO HEIGHT -   879.    (meters)     2884.    (feet) SCALED
 LJ0474  ______________________________________________________________________
 LJ0474  GEOID HEIGHT    -        -23.248 (meters)                     GEOID18
 LJ0474  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 LJ0474  HORZ ORDER      -  SECOND
 LJ0474
 LJ0474.The horizontal coordinates were established by classical geodetic methods
 LJ0474.and adjusted by the National Geodetic Survey in August 1997.
 LJ0474
 LJ0474.The orthometric height was scaled from a topographic map.
 LJ0474
 LJ0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0474.GEOID18 height accuracy estimate available here.
 LJ0474
 LJ0474.Click photographs - Photos may exist for this station.
 LJ0474
 LJ0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0474
 LJ0474. The following values were computed from the NAD 83(1995) position.
 LJ0474
 LJ0474;                    North         East     Units Scale Factor Converg.
 LJ0474;SPC NE       -    81,146.882   451,419.444   MT  0.99979288   -0 22 48.8
 LJ0474;SPC NE       -   266,229.40  1,481,031.96   sFT  0.99979288   -0 22 48.8
 LJ0474;UTM  14      - 4,491,408.638   366,770.969   MT  0.99981849   -1 01 24.7
 LJ0474
 LJ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0474!SPC NE       -   0.99986572  x   0.99979288  =   0.99965863
 LJ0474!UTM  14      -   0.99986572  x   0.99981849  =   0.99968424
 LJ0474
 LJ0474:                Primary Azimuth Mark                     Grid Az
 LJ0474:SPC NE       -  FISCHER AZ MK                            034 36 31.9
 LJ0474:UTM  14      -  FISCHER AZ MK                            035 15 07.8
 LJ0474
 LJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6677091408(NAD 83)
 LJ0474
 LJ0474|---------------------------------------------------------------------|
 LJ0474| PID    Reference Object                     Distance      Geod. Az  |
 LJ0474|                                                           dddmmss.s |
 LJ0474| CN9313 FISCHER AZ MK                                      0341343.1 |
 LJ0474| CN9314 FISCHER RM 1                         27.310 METERS 09859     |
 LJ0474| CN9315 FISCHER RM 2                         17.452 METERS 18542     |
 LJ0474| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX. 4.9 KM 2871559.1 |
 LJ0474|---------------------------------------------------------------------|
 LJ0474
 LJ0474                          SUPERSEDED SURVEY CONTROL
 LJ0474
 LJ0474  NAD 83(1986)-  40 33 45.86129(N)    100 34 25.54079(W) AD(       ) 2
 LJ0474  NAD 27      -  40 33 45.82800(N)    100 34 24.00605(W) AD(       ) 2
 LJ0474
 LJ0474.Superseded values are not recommended for survey control.
 LJ0474
 LJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0474.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0474
 LJ0474_MARKER: DS = TRIANGULATION STATION DISK
 LJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0474_STAMPING: FISCHER 1951
 LJ0474_MARK LOGO: CGS
 LJ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0474+STABILITY: SURFACE MOTION
 LJ0474
 LJ0474  HISTORY     - Date     Condition        Report By
 LJ0474  HISTORY     - 1951     MONUMENTED       CGS
 LJ0474
 LJ0474                          STATION DESCRIPTION
 LJ0474
 LJ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0474'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF MAYWOOD,
 LJ0474'6.0 MILES SOUTHWEST OF CURTIS, JUST WEST OF WHERE A GRADED
 LJ0474'ROAD CURVES FROM THE WEST TO THE SOUTH AND JUST WEST OF A FARM
 LJ0474'YARD LANE.  IT IS 60.0 FEET WEST OF THE CENTER OF A CURVE IN
 LJ0474'A GRADED ROAD, 20.0 FEET SOUTH OF THE CENTER OF A FARM LANE,
 LJ0474'10.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET NORTH OF A WITNESS
 LJ0474'POST AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 LJ0474'PROJECTS 2 INCHES AND IS STAMPED FISCHER 1951.
 LJ0474'
 LJ0474'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A CURVE IN
 LJ0474'A GRADED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED FISCHER NO 1
 LJ0474'1951.
 LJ0474'
 LJ0474'REFERENCE MARK NO. 2 IS 41.0 FEET WEST OF THE CENTER OF A
 LJ0474'NORTH-SOUTH GRADED ROAD AND 4.0 FEET WEST OF A NORTH-SOUTH
 LJ0474'FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED FISCHER NO 2
 LJ0474'1951.
 LJ0474'
 LJ0474'THE DISTANCE BETWEEN REFERENCE MARKS IS 103.7 FEET.
 LJ0474'
 LJ0474'THE AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER OF THE CURVE
 LJ0474'WHERE A GRADED ROAD TURNS FROM THE WEST TO THE SOUTH, 19.0 FEET
 LJ0474'EAST OF A NORTH-SOUTH FENCE LINE, 1.5 FEET SOUTH OF A WITNESS
 LJ0474'POST AND ON THE WEST RIGHT-OF-WAY OF THE ROAD.  IT PROJECTS
 LJ0474'3 INCHES AND IS STAMPED FISCHER 1951.
 LJ0474'
 LJ0474'TO REACH THE STATION FROM THE DEPOT IN CURTIS, GO SOUTH ON
 LJ0474'A GRAVELED ROAD FOR 0.35 TO A Y FORK.  TAKE THE RIGHT FORK
 LJ0474'AND FOLLOW THE MAIN GRADED ROAD AS IT JOGS WEST AND SOUTHWEST
 LJ0474'FOR 5.35 MILES TO A Y FORK.  TAKE THE RIGHT FORK AND FOLLOW
 LJ0474'THE MAIN GRADED ROAD SOUTHWESTERLY FOR 1.0 MILE TO A CURVE AND
 LJ0474'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LJ0474'SOUTHWESTERLY ON THE MAIN ROAD FOR 0.6 MILE TO A FARM LANE AND THE
 LJ0474'STATION ON THE RIGHT AS DESCRIBED.
 LJ0474'
 LJ0474'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0585 ***********************************************************************
 MN0585  DESIGNATION -  FISCHER
 MN0585  PID         -  MN0585
 MN0585  STATE/COUNTY-  NE/BANNER
 MN0585  COUNTRY     -  US
 MN0585  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0585
 MN0585                         *CURRENT SURVEY CONTROL
 MN0585  ______________________________________________________________________
 MN0585* NAD 83(1995) POSITION- 41 25 37.33833(N) 103 43 38.89001(W)   ADJUSTED
 MN0585* NAVD 88 ORTHO HEIGHT -  1510.    (meters)     4954.    (feet) SCALED
 MN0585  ______________________________________________________________________
 MN0585  GEOID HEIGHT    -        -18.796 (meters)                     GEOID18
 MN0585  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 MN0585  HORZ ORDER      -  SECOND
 MN0585
 MN0585.The horizontal coordinates were established by classical geodetic methods
 MN0585.and adjusted by the National Geodetic Survey in August 1997.
 MN0585
 MN0585.The orthometric height was scaled from a topographic map.
 MN0585
 MN0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0585.GEOID18 height accuracy estimate available here.
 MN0585
 MN0585.Click photographs - Photos may exist for this station.
 MN0585
 MN0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0585
 MN0585. The following values were computed from the NAD 83(1995) position.
 MN0585
 MN0585;                    North         East     Units Scale Factor Converg.
 MN0585;SPC NE       -   183,654.683   188,624.079   MT  0.99965954   -2 28 12.7
 MN0585;SPC NE       -   602,540.41    618,844.17   sFT  0.99965954   -2 28 12.7
 MN0585;UTM  13      - 4,586,945.490   606,329.151   MT  0.99973914   +0 50 31.4
 MN0585
 MN0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0585!SPC NE       -   0.99976620  x   0.99965954  =   0.99942582
 MN0585!UTM  13      -   0.99976620  x   0.99973914  =   0.99950540
 MN0585
 MN0585:                Primary Azimuth Mark                     Grid Az
 MN0585:SPC NE       -  FISCHER AZ MK RESET                      168 57 12.9
 MN0585:UTM  13      -  FISCHER AZ MK RESET                      165 38 28.8
 MN0585
 MN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0632986945(NAD 83)
 MN0585
 MN0585|---------------------------------------------------------------------|
 MN0585| PID    Reference Object                     Distance      Geod. Az  |
 MN0585|                                                           dddmmss.s |
 MN0585| CP8031 FISCHER RM 1                         12.751 METERS 08117     |
 MN0585| CP8030 FISCHER AZ MK RESET                                1662900.2 |
 MN0585| CP8029 FISCHER AZ MK                                      1683252.5 |
 MN0585| CP8032 FISCHER RM 2                         15.701 METERS 26814     |
 MN0585| MN0584 HARRISBURG MOTOROLA COMMUN MST      111.424 METERS 28717     |
 MN0585|---------------------------------------------------------------------|
 MN0585
 MN0585                          SUPERSEDED SURVEY CONTROL
 MN0585
 MN0585  NAD 83(1993)-  41 25 37.33798(N)    103 43 38.88990(W) AD(       ) 2
 MN0585  NAD 83(1986)-  41 25 37.32838(N)    103 43 38.89029(W) AD(       ) 2
 MN0585  NAD 27      -  41 25 37.41070(N)    103 43 37.08900(W) AD(       ) 2
 MN0585
 MN0585.Superseded values are not recommended for survey control.
 MN0585
 MN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0585.See file dsdata.pdf to determine how the superseded data were derived.
 MN0585
 MN0585_MARKER: DS = TRIANGULATION STATION DISK
 MN0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0585_STAMPING: FISCHER 1963
 MN0585_MARK LOGO: CGS
 MN0585_PROJECTION: FLUSH
 MN0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0585+STABILITY: SURFACE MOTION
 MN0585
 MN0585  HISTORY     - Date     Condition        Report By
 MN0585  HISTORY     - 1963     MONUMENTED       CGS
 MN0585  HISTORY     - 1965     GOOD             CGS
 MN0585
 MN0585                          STATION DESCRIPTION
 MN0585
 MN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0585'THE STATION IS 13 MILES NORTH AND 3-1/2 MILES WEST OF KIMBALL,
 MN0585'IN THE SOUTHWEST QUARTER OF SECTION 24, T 17 N, R 56 W, AND
 MN0585'IN THE FARM YARD OF MR. HARRY FISCHER.
 MN0585'
 MN0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0585'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 13.05
 MN0585'MILES TO A CROSSROAD, (A ROAD SIGN ALBIN, WYO 24 ON THE RIGHT).
 MN0585'TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 3.5 MILES TO A
 MN0585'FARM ROAD ON THE RIGHT, LEADING TO THE FISCHER FARM HOME,
 MN0585'AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 MN0585'TURN RIGHT AND GO NORTH ON THE FARM ROAD FOR 0.35 MILE TO
 MN0585'FISCHER FARM AND THE STATION SOUTH OF A BARN.
 MN0585'
 MN0585'STATION MARKS ARE STANDARD DISKS STAMPED FISCHER 1963.  THE
 MN0585'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0585'SURFACE OF THE GROUND.  IT IS 67.5 FEET SOUTHWEST OF THE
 MN0585'SOUTHWEST CORNER OF THE BARN, 11 FEET SOUTHEAST OF THE EAST
 MN0585'CORNER POST OF A WIRE GATE, 4.5 FEET SOUTH OF A FENCE, AND
 MN0585'4.5 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 MN0585'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 MN0585'THE SURFACE OF THE GROUND.
 MN0585'
 MN0585'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FISCHER NO 1
 MN0585'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0585'OF THE GROUND.  IT IS 61.5 FEET SOUTHWEST OF THE SOUTHEAST
 MN0585'CORNER OF THE BARN, 55.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MN0585'OF THE BARN, AND 1 FOOT SOUTH OF THE FENCE.
 MN0585'
 MN0585'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FISCHER NO 2
 MN0585'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0585'OF THE GROUND.  IT IS 100.2 FEET SOUTHWEST OF THE SOUTHWEST
 MN0585'CORNER OF THE BARN, 25 FEET WEST OF THE WEST CORNER OF A WIRE
 MN0585'GATE, AND 1 FOOT SOUTH OF THE FENCE.
 MN0585'
 MN0585'AZIMUTH MARK, A STANDARD DISK STAMPED FISCHER 1963, IS SET IN
 MN0585'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0585'IT IS 33 FEET NORTH OF THE CENTER OF THE MAIN GRAVEL ROAD,
 MN0585'20.5 FEET WEST OF THE CENTER OF THE DRIVEWAY, 2.5 FEET WEST
 MN0585'OF A POWER POLE, AND 2 FEET EAST OF A METAL WITNESS POST.
 MN0585'
 MN0585'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0585
 MN0585                          STATION RECOVERY (1965)
 MN0585
 MN0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 MN0585'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 MN0585'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 MN0585'
 MN0585'DUE TO ROAD CONSTRUCTION IT WAS NECESSARY TO ESTABLISH A NEW
 MN0585'AZIMUTH MARK AND DESTROY THE ORIGINAL MARK.
 MN0585'
 MN0585'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, ACROSS THE
 MN0585'ROAD FROM A DRIVEWAY TO THE FARM HOUSE, NEAR THE NORTHEAST
 MN0585'CORNER OF A PASTURE.  IT IS 66 FEET SOUTH OF CENTER LINE OF
 MN0585'THE ROAD, 5 FEET SOUTH OF A GATE POST AND 1.5 FEET WEST OF A
 MN0585'METAL WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED, FISCHER
 MN0585'1963 RESET 1965, IN THE TOP OF A CONCRETE MONUMENT AND
 MN0585'PROJECTING 5-INCHES.
 MN0585'
 MN0585'NOTE--THE REFERENCE MARKS WERE NOT REMEASURED DUE TO THE PREVIOUS
 MN0585'MEASUREMENTS BEING MADE WITH A 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4156 ***********************************************************************
 AB4156  SACS        -  This is a Secondary Airport Control Station.
 AB4156  DESIGNATION -  FIVE
 AB4156  PID         -  AB4156
 AB4156  STATE/COUNTY-  NE/SCOTTS BLUFF
 AB4156  COUNTRY     -  US
 AB4156  USGS QUAD   -  MINATARE (2017)
 AB4156
 AB4156                         *CURRENT SURVEY CONTROL
 AB4156  ______________________________________________________________________
 AB4156* NAD 83(2011) POSITION- 41 52 08.34246(N) 103 36 34.58214(W)   ADJUSTED
 AB4156* NAD 83(2011) ELLIP HT-  1183.621 (meters)        (06/27/12)   ADJUSTED
 AB4156* NAD 83(2011) EPOCH   -  2010.00
 AB4156* NAVD 88 ORTHO HEIGHT -  1202.62  (meters)     3945.6   (feet) GPS OBS
 AB4156  ______________________________________________________________________
 AB4156  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4156  GEOID HEIGHT    -        -18.905 (meters)                     GEOID96
 AB4156  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 AB4156  NAD 83(2011) X  - -1,119,488.646 (meters)                     COMP
 AB4156  NAD 83(2011) Y  - -4,624,019.214 (meters)                     COMP
 AB4156  NAD 83(2011) Z  -  4,235,568.297 (meters)                     COMP
 AB4156  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 AB4156
 AB4156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4156  Standards:
 AB4156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4156  -------------------------------------------------------------------
 AB4156  NETWORK    1.12   2.08           0.53   0.34   1.06     -0.12822657
 AB4156  -------------------------------------------------------------------
 AB4156  Click here for local accuracies and other accuracy information.
 AB4156
 AB4156.This mark is at William B Heilig Fld Airport (BFF)
 AB4156
 AB4156.The horizontal coordinates were established by GPS observations
 AB4156.and adjusted by the National Geodetic Survey in June 2012.
 AB4156
 AB4156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4156.been affixed to the stable North American tectonic plate. See 
 AB4156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4156
 AB4156.The horizontal coordinates are valid at the epoch date displayed above
 AB4156.which is a decimal equivalence of Year/Month/Day.
 AB4156
 AB4156.The orthometric height was determined by GPS observations and a
 AB4156.high-resolution geoid model.
 AB4156
 AB4156.GPS derived orthometric heights for airport stations designated as
 AB4156.PACS or SACS are published to 2 decimal places.  This maintains
 AB4156.centimeter relative accuracy between the PACS and SACS.  It does
 AB4156.not indicate centimeter accuracy relative to other marks which are
 AB4156.part of the published vertical control network.
 AB4156
 AB4156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4156.GEOID18 height accuracy estimate available here.
 AB4156
 AB4156.Click photographs - Photos may exist for this station.
 AB4156
 AB4156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4156
 AB4156.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4156
 AB4156.The ellipsoidal height was determined by GPS observations
 AB4156.and is referenced to NAD 83.
 AB4156
 AB4156. The following values were computed from the NAD 83(2011) position.
 AB4156
 AB4156;                    North         East     Units Scale Factor Converg.
 AB4156;SPC NE       -   232,262.997   200,512.039   MT  0.99967863   -2 23 31.5
 AB4156;SPC NE       -   762,016.18    657,846.58   sFT  0.99967863   -2 23 31.5
 AB4156;UTM  13      - 4,636,164.360   615,386.270   MT  0.99976383   +0 55 41.1
 AB4156
 AB4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4156!SPC NE       -   0.99981439  x   0.99967863  =   0.99949308
 AB4156!UTM  13      -   0.99981439  x   0.99976383  =   0.99957826
 AB4156
 AB4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1538636164(NAD 83)
 AB4156
 AB4156                          SUPERSEDED SURVEY CONTROL
 AB4156
 AB4156  NAD 83(2007)-  41 52 08.34225(N)    103 36 34.58312(W) AD(2002.00) 0
 AB4156  ELLIP H (02/10/07) 1183.649  (m)                       GP(2002.00)    
 AB4156  ELLIP H (12/13/01) 1183.636  (m)                       GP(       ) 4 2
 AB4156  NAD 83(1995)-  41 52 08.34157(N)    103 36 34.58304(W) AD(       ) 3
 AB4156  ELLIP H (08/21/98) 1183.687  (m)                       GP(       ) 4 2
 AB4156
 AB4156.Superseded values are not recommended for survey control.
 AB4156
 AB4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4156.See file dsdata.pdf to determine how the superseded data were derived.
 AB4156
 AB4156_MARKER: DR = REFERENCE MARK DISK
 AB4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4156_STAMPING: FIVE 1990
 AB4156_MARK LOGO: NEDR
 AB4156_PROJECTION: FLUSH
 AB4156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4156+STABILITY: SURFACE MOTION
 AB4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4156+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 AB4156
 AB4156  HISTORY     - Date     Condition        Report By
 AB4156  HISTORY     - 1990     MONUMENTED       NOS
 AB4156  HISTORY     - 19950821 GOOD             NGS
 AB4156  HISTORY     - 19970724 GOOD             NGS
 AB4156  HISTORY     - 20100606 GOOD             WOOLPT
 AB4156  HISTORY     - 20111007 GOOD             WOOLPT
 AB4156  HISTORY     - 20121128 GOOD             GCT
 AB4156
 AB4156                          STATION DESCRIPTION
 AB4156
 AB4156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4156'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 AB4156'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 AB4156'COUNTY/WILLIAM B.  HEILIG FIELD AND NEAR THE APPROACH END OF RUNWAY
 AB4156'05.  OWNERSHIP--SCOTTS BLUFF COUNTY, BOX 690, GERING NE 69341. AIRPORT
 AB4156'MANAGER IS RICK METER, PHONE (308) 436-6700 OR FRANK MAGNETICO, (308)
 AB4156'635-4362 (PAGER).  TO REACH THE STATION FROM THE JUNCTION OF US
 AB4156'HIGHWAY 26, STATE HIGHWAY 71 NORTH AND STATE HIGHWAY 71 BUSINESS ROUTE
 AB4156'SOUTH (AVENUE I) ON THE NORTH SIDE OF SCOTTSBLUFF, GO EASTERLY ON US
 AB4156'HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO AN INTERSECTION AND A GRAIN ELEVATOR
 AB4156'RIGHT, TURN LEFT AND GO EAST ON HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO
 AB4156'AN INTERSECTION, TURN LEFT AND GO NORTH ON COUNTY ROAD 25 FOR 0.7 MI
 AB4156'(1.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON ROBERTSON ROAD FOR
 AB4156'0.15 MI (0.24 KM) TO A GATE LEFT, PASS THROUGH GATE AND GO NORTH FOR
 AB4156'0.05 MI (0.08 KM) TO A EAST-WEST TAXIWAY (A), TURN LEFT AND GO WEST ON
 AB4156'THE TAXIWAY FOR 0.3 MI (0.5 KM) TO A CONNECTOR TAXIWAY (F) ON THE
 AB4156'RIGHT, BEAR LEFT AND GO WEST-SOUTHWEST FOLLOWING THE TAXIWAY (A) FOR
 AB4156'0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS 376.0 FT
 AB4156'(114.6 M) SOUTH-SOUTHEAST OF THE RUNWAY CENTER, 116.5 FT (35.5 M)
 AB4156'SOUTH-SOUTHWEST OF THE TAXIWAY CENTER, 70.0 FT (21.3 M) SOUTHWEST OF A
 AB4156'TAXIWAY LIGHT (566), 65.4 FT (19.9 M) NORTH-NORTHEAST OF A FENCE LINE,
 AB4156'58.9 FT (18.0 M) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST END OF A
 AB4156'CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN AND 1.5 FT (0.5 M) EAST OF A
 AB4156'METAL WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4156
 AB4156                          STATION RECOVERY (1997)
 AB4156
 AB4156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4156'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 AB4156'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 AB4156'COUNTY/WILLIAM B.  HEILIG FIELD AND NEAR THE APPROACH END OF RUNWAY
 AB4156'05.  OWNERSHIP--SCOTTS BLUFF COUNTY, BOX 690, GERING, NE 69341.
 AB4156'AIRPORT MANAGER IS RICK METER, PHONE (308) 436-6700 OR FRANK
 AB4156'MAGNETICO, (308) 635-4362 (PAGER) .  TO REACH THE STATION FROM THE
 AB4156'JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 71 NORTH AND STATE HIGHWAY 71
 AB4156'BUSINESS ROUTE SOUTH (AVENUE I) ON THE NORTH SIDE OF SCOTTSBLUFF, GO
 AB4156'EASTERLY ON US HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO A INTERSECTION AND A
 AB4156'GRAIN ELEVATOR RIGHT, TURN LEFT AND GO EAST ON HIGHLAND ROAD FOR 1.7
 AB4156'MI (2.7 KM) TO A INTERSECTION, TURN LEFT AND GO NORTH ON COUNTY ROAD
 AB4156'25 FOR 0.7 MI (1.1 KM) TO TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON
 AB4156'ROBERTSON ROAD FOR 0.15 MI (0.24 KM) TO A GATE LEFT, PASS THROUGH GATE
 AB4156'AND GO NORTH FOR 0.05 MI (0.08 KM) TO A EAST-WEST TAXIWAY (A) , TURN
 AB4156'LEFT AND GO WEST ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO A CONNECTOR
 AB4156'TAXIWAY (F) ON THE RIGHT, BEAR LEFT AND GO WEST SOUTHWEST FOLLOWING
 AB4156'THE TAXIWAY (A) FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE
 AB4156'STATION IS 376.0 FT (114.6 M) SOUTH SOUTHEAST OF THE RUNWAY CENTER,
 AB4156'116.5 FT (35.5 M) SOUTH SOUTHWEST OF THE TAXIWAY CENTER, 70.0 FT (21.3
 AB4156'M) SOUTHWEST OF A TAXIWAY LIGHT (566) , 65.4 FT (19.9 M) NORTH
 AB4156'NORTHEAST OF A FENCELINE, 58.9 FT (18.0 M) SOUTH SOUTHWEST OF THE
 AB4156'SOUTH SOUTHWEST END OF A CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN AND
 AB4156'1.5 FT (0.5 M) EAST OF A METAL WITNESS POST.  THIS STATION IS NOT A
 AB4156'SACS.
 AB4156
 AB4156                          STATION RECOVERY (2010)
 AB4156
 AB4156'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 AB4156'RECOVERED AS DESCRIBED
 AB4156
 AB4156                          STATION RECOVERY (2011)
 AB4156
 AB4156'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 AB4156'RECOVERED IN GOOD CONDITION. AIRPORT MANAGER IS NOW MR. DARWIN SKELTON
 AB4156'1-308-635-4941.
 AB4156
 AB4156                          STATION RECOVERY (2012)
 AB4156
 AB4156'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AB4156'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0490 ***********************************************************************
 MM0490  DESIGNATION -  FLAG
 MM0490  PID         -  MM0490
 MM0490  STATE/COUNTY-  NE/ARTHUR
 MM0490  COUNTRY     -  US
 MM0490  USGS QUAD   -  JENSEN LAKE (2017)
 MM0490
 MM0490                         *CURRENT SURVEY CONTROL
 MM0490  ______________________________________________________________________
 MM0490* NAD 83(1995) POSITION- 41 38 32.16255(N) 101 46 19.06516(W)   ADJUSTED
 MM0490* NAVD 88 ORTHO HEIGHT -  1209.1   (meters)     3967.    (feet) VERTCON
 MM0490  ______________________________________________________________________
 MM0490  GEOID HEIGHT    -        -20.032 (meters)                     GEOID18
 MM0490  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 MM0490  HORZ ORDER      -  FIRST
 MM0490
 MM0490.The horizontal coordinates were established by classical geodetic methods
 MM0490.and adjusted by the National Geodetic Survey in August 1997.
 MM0490
 MM0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0490
 MM0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0490.GEOID18 height accuracy estimate available here.
 MM0490
 MM0490.Click photographs - Photos may exist for this station.
 MM0490
 MM0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0490
 MM0490. The following values were computed from the NAD 83(1995) position.
 MM0490
 MM0490;                    North         East     Units Scale Factor Converg.
 MM0490;SPC NE       -   202,349.843   352,432.487   MT  0.99966142   -1 10 27.4
 MM0490;SPC NE       -   663,876.11  1,156,272.25   sFT  0.99966142   -1 10 27.4
 MM0490;UTM  14      - 4,613,771.123   269,140.681   MT  1.00025591   -1 50 33.8
 MM0490
 MM0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0490!SPC NE       -   0.99981353  x   0.99966142  =   0.99947502
 MM0490!UTM  14      -   0.99981353  x   1.00025591  =   1.00006940
 MM0490
 MM0490:                Primary Azimuth Mark                     Grid Az
 MM0490:SPC NE       -  FLAG RM 3                                068 57 01.6
 MM0490:UTM  14      -  FLAG RM 3                                069 37 08.0
 MM0490
 MM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6914013771(NAD 83)
 MM0490
 MM0490|---------------------------------------------------------------------|
 MM0490| PID    Reference Object                     Distance      Geod. Az  |
 MM0490|                                                           dddmmss.s |
 MM0490| CP8042 FLAG RM 3                                          0674634.2 |
 MM0490| CP8040 FLAG RM 1                            15.096 METERS 16203     |
 MM0490| CP8039 FLAG AZ MK                                         2101352.1 |
 MM0490| CP8041 FLAG RM 2                                          26827     |
 MM0490|---------------------------------------------------------------------|
 MM0490
 MM0490                          SUPERSEDED SURVEY CONTROL
 MM0490
 MM0490  NAD 83(1986)-  41 38 32.16297(N)    101 46 19.06954(W) AD(       ) 1
 MM0490  NAD 27      -  41 38 32.20900(N)    101 46 17.42800(W) AD(       ) 1
 MM0490  NGVD 29 (07/19/86) 1208.6    (m)         3965.     (f) VERT ANG       
 MM0490
 MM0490.Superseded values are not recommended for survey control.
 MM0490
 MM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0490.See file dsdata.pdf to determine how the superseded data were derived.
 MM0490
 MM0490_MARKER: DS = TRIANGULATION STATION DISK
 MM0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0490_STAMPING: FLAG 1946
 MM0490_MARK LOGO: CGS
 MM0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0490+STABILITY: SURFACE MOTION
 MM0490
 MM0490  HISTORY     - Date     Condition        Report By
 MM0490  HISTORY     - 1946     MONUMENTED       CGS
 MM0490  HISTORY     - 1973     GOOD             NGS
 MM0490
 MM0490                          STATION DESCRIPTION
 MM0490
 MM0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0490'LOCATED 6-1/2 MILES NORTHWEST OF ARTHUR ON THE HIGHEST POINT
 MM0490'OF A PROMINENT SAND RIDGE, 45 FEET EAST OF A WIRE FENCE AND 9.4
 MM0490'FEET NORTH OF A REFERENCE POST.  IT IS STAMPED FLAG 1946 AND
 MM0490'PROJECTS 4 INCHES.
 MM0490'
 MM0490'REFERENCE MARK NO. 1 IS NEAR THE SOUTH EDGE OF THE NORTH-SOUTH
 MM0490'SAND RIDGE AND 40.5 FEET SOUTH OF THE REFERENCE POST.  IT IS
 MM0490'STAMPED FLAG NO 1 1946 AND PROJECTS 6 INCHES.  IT IS AT THE
 MM0490'SAME ELEVATION AS THE STATION.
 MM0490'
 MM0490'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION
 MM0490'AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.  IT IS STAMPED
 MM0490'FLAG 1946 NO 2 AND PROJECTS 6 INCHES.
 MM0490'
 MM0490'THE AZIMUTH MARK IS 55 FEET NORTHEAST OF A GATE LEADING TO A
 MM0490'RANCH YARD, 12 FEET NORTHWEST OF THE CENTERLINE OF A TRACK
 MM0490'ROAD AND 2 FEET NORTHEAST OF A REFERENCE POST.  IT IS STAMPED
 MM0490'FLAG 1946 AND PROJECTS 6 INCHES.
 MM0490'
 MM0490'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO NORTH
 MM0490'ON THE MAIN STREET FOR 0.15 MILE TO A CROSSROAD.  THEN LEFT,
 MM0490'WESTERLY, FOR 1.1 MILES TO A FORK.  THEN LEFT FORK, WESTERLY,
 MM0490'FOR 0.4 MILE TO A FORK.  THEN LEFT FORK (MAIN TRAVELED ROAD)
 MM0490'FOR 2.0 TO A FARM HOUSE ON THE LEFT.  CONTINUE AHEAD ON THE
 MM0490'MAIN TRAVELED ROAD FOR 0.4 MILE TO A FORK.  THEN RIGHT FORK FOR
 MM0490'1.8 MILES TO A FORK.  THEN RIGHT FORK FOR 0.2 MILE TO A FORK.
 MM0490'THEN LEFT FORK FOR 0.05 MILE TO A FORK.  THEN RIGHT FORK FOR
 MM0490'0.1 MILE TO A FORK.  THEN RIGHT FORK, NORTHERLY, FOR 1.3
 MM0490'MILES TO A RANCH YARD ON THE LEFT AND THE AZIMUTH MARK ON THE
 MM0490'LEFT AT THE ENTRANCE TO THE RANCH YARD.  CONTINUE ON THE
 MM0490'MAIN TRAVELED ROAD FOR 1.3 MILES TO A SADDLE BETWEEN
 MM0490'TWO RIDGES.  THEN LEAVE THE ROAD, TURN LEFT, WESTERLY, FOR 0.75
 MM0490'MILE TO THE HIGHEST POINT OF A NORTH-SOUTH SAND RIDGE AND THE
 MM0490'STATION.
 MM0490
 MM0490                          STATION RECOVERY (1973)
 MM0490
 MM0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0490'THE STATION WAS RECOVERED WITH ALL MARKS EXCEPT THE AZIMUTH
 MM0490'MARK IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND
 MM0490'A NEW REFERENCE MARK 3 WAS SET AT THIS TIME.  MEASUREMENTS
 MM0490'AND ANGLES TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 MM0490'1946 OBSERVATIONS.  A COMPLETE DESCRIPTION FOLLOWS--
 MM0490'
 MM0490'THE STATION IS LOCATED ABOUT 29.5 MILES NORTH-NORTHEAST OF
 MM0490'LEWELLEN, 24 MILES SOUTH OF HYANNIS, AND 6.5 MILES NORTH-NORTHWEST
 MM0490'OF ARTHUR ON A HIGH GRASSY RIDGE RUNNING ROUGHLY NORTH AND
 MM0490'SOUTH IN PASTURE LAND OWNED BY MRS. MARIE MC MILLIAN WHO
 MM0490'LIVES A MILE NORTH OF THE STATION.
 MM0490'
 MM0490'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 MM0490'IN ARTHUR GO NORTH ON STATE HIGHWAYS 61 AND 92 FOR 0.7 MILE
 MM0490'TO A FORK AND HIGHWAY JUNCTION.  TAKE THE LEFT FORK AND
 MM0490'CONTINUE NORTH ON STATE HIGHWAY 61 FOR 5.3 MILES TO A GRAVELED
 MM0490'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 MM0490'FOR 3.1 MILES TO A CATTLE GUARD AND REFERENCE MARK 3 IN THE
 MM0490'SOUTHWEST FENCE CORNER.  CONTINUE WEST ON GRAVELED ROAD 0.3
 MM0490'MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE WEST 0.1 MILE TO A
 MM0490'SECOND FORK.  TAKE LEFT FORK AND CONTINUE WEST THEN SOUTH
 MM0490'0.2 MILE TO A CATTLE GUARD.  CONTINUE SOUTH UPHILL 0.3 MILE
 MM0490'TO FLAT SPOT NEAR CREST OF RIDGE.  HERE LEAVE ROAD AND PICK
 MM0490'WAY WEST IN PASTURE 0.4 MILE TO HIGHEST POINT AND STATION NEAR
 MM0490'NORTH-SOUTH FENCELINE.  A 4-WHEEL DRIVE VEHICLE IS ADVISED.
 MM0490'
 MM0490'THE STATION MARK IS A STANDARD DISK STAMPED FLAG 1946 CEMENTED
 MM0490'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MM0490'5 INCHES ABOVE GROUND.  IT IS 45 FEET EAST OF THE NORTH-SOUTH
 MM0490'FENCELINE.
 MM0490'
 MM0490'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAG NO 1 1946
 MM0490'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MM0490'PROJECTING 7 INCHES ABOVE GROUND.  IT IS ABOUT THE SAME
 MM0490'ELEVATION AS THE STATION MARK AND 60.5 FEET EAST OF THE
 MM0490'NORTH-SOUTH FENCELINE.
 MM0490'
 MM0490'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAG NO 2 1946
 MM0490'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MM0490'PROJECTING 6 INCHES ABOVE GROUND.  IT IS ABOUT 6 FEET LOWER
 MM0490'THAN THE STATION MARK AND 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE.
 MM0490'
 MM0490'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLAG NO 3 1946 1973
 MM0490'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE PROJECTING
 MM0490'12 INCHES ABOVE GROUND.  IT IS 24.3 FEET SOUTH OF THE CENTER
 MM0490'OF A CATTLE GUARD, 8 FEET NORTH OF AN EAST-WEST FENCELINE, AND
 MM0490'5 FEET NORTHWEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 MM0490'FENCELINE.
 MM0490'
 MM0490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 MM0490'NORTH-NORTHWEST OF ARTHUR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0700 ***********************************************************************
 NP0700  DESIGNATION -  FLANNIGAN
 NP0700  PID         -  NP0700
 NP0700  STATE/COUNTY-  NE/DAWES
 NP0700  COUNTRY     -  US
 NP0700  USGS QUAD   -  COFFEE MILL BUTTE (2017)
 NP0700
 NP0700                         *CURRENT SURVEY CONTROL
 NP0700  ______________________________________________________________________
 NP0700* NAD 83(1995) POSITION- 42 43 31.02065(N) 103 03 13.69362(W)   ADJUSTED
 NP0700* NAVD 88 ORTHO HEIGHT -  1254.    (meters)     4114.    (feet) SCALED
 NP0700  ______________________________________________________________________
 NP0700  GEOID HEIGHT    -        -17.904 (meters)                     GEOID18
 NP0700  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 NP0700  HORZ ORDER      -  FIRST
 NP0700
 NP0700.The horizontal coordinates were established by classical geodetic methods
 NP0700.and adjusted by the National Geodetic Survey in August 1997.
 NP0700
 NP0700.The orthometric height was scaled from a topographic map.
 NP0700
 NP0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0700.GEOID18 height accuracy estimate available here.
 NP0700
 NP0700.Click photographs - Photos may exist for this station.
 NP0700
 NP0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0700
 NP0700. The following values were computed from the NAD 83(1995) position.
 NP0700
 NP0700;                    North         East     Units Scale Factor Converg.
 NP0700;SPC NE       -   325,520.998   249,964.008   MT  0.99988564   -2 01 25.5
 NP0700;SPC NE       - 1,067,980.14    820,090.25   sFT  0.99988564   -2 01 25.5
 NP0700;UTM  13      - 4,732,145.194   659,338.608   MT  0.99991236   +1 19 14.7
 NP0700
 NP0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0700!SPC NE       -   0.99980625  x   0.99988564  =   0.99969191
 NP0700!UTM  13      -   0.99980625  x   0.99991236  =   0.99971862
 NP0700
 NP0700:                Primary Azimuth Mark                     Grid Az
 NP0700:SPC NE       -  FLANNIGAN AZ MK                          127 30 30.5
 NP0700:UTM  13      -  FLANNIGAN AZ MK                          124 09 50.3
 NP0700
 NP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5933832145(NAD 83)
 NP0700
 NP0700|---------------------------------------------------------------------|
 NP0700| PID    Reference Object                     Distance      Geod. Az  |
 NP0700|                                                           dddmmss.s |
 NP0700| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX.12.8 KM 0184012.2 |
 NP0700| NP0688 CHADRON C AND NW RR WEST TANK       APPROX.12.8 KM 0184823.6 |
 NP0700| NP0693 CHADRON W PUB SER CO SHORT STK      APPROX.12.6 KM 0200228.3 |
 NP0700| CQ3740 FLANNIGAN RM 1                                     08128     |
 NP0700| CQ3741 FLANNIGAN RM 2                                     11931     |
 NP0700| CQ3739 FLANNIGAN AZ MK                                    1252905.0 |
 NP0700|---------------------------------------------------------------------|
 NP0700
 NP0700                          SUPERSEDED SURVEY CONTROL
 NP0700
 NP0700  NAD 83(1993)-  42 43 31.01990(N)    103 03 13.69335(W) AD(       ) 1
 NP0700  NAD 83(1986)-  42 43 31.01196(N)    103 03 13.68226(W) AD(       ) 1
 NP0700  NAD 27      -  42 43 31.11600(N)    103 03 12.00800(W) AD(       ) 1
 NP0700
 NP0700.Superseded values are not recommended for survey control.
 NP0700
 NP0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0700.See file dsdata.pdf to determine how the superseded data were derived.
 NP0700
 NP0700_MARKER: DS = TRIANGULATION STATION DISK
 NP0700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0700_STAMPING: FLANNIGAN 1934
 NP0700_MARK LOGO: CGS
 NP0700_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0700
 NP0700  HISTORY     - Date     Condition        Report By
 NP0700  HISTORY     - 1934     MONUMENTED       CGS
 NP0700
 NP0700                          STATION DESCRIPTION
 NP0700
 NP0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0700'STATION IS ABOUT 7 MILES SSW OF CHADRON AND IS ON THE HIGHEST
 NP0700'POINT OF A SHARP BUTTE, LOCALLY KNOWN AS FLANNIGAN BUTTE.
 NP0700'THE STATION BUTTE HAS MANY WHITE CLAY CLIFFS AND THE MAIN RIDGE
 NP0700'RISES FROM THE SE.  THERE IS A 100-FOOT SHEER CLIFF ABOUT 15
 NP0700'FEET NW OF THE STATION.
 NP0700'
 NP0700'REFERENCE MARK NO. 1 IS E AND REFERENCE MARK NO. 2 IS SE OF THE
 NP0700'STATION.
 NP0700'
 NP0700'THE AZIMUTH MARK IS ABOUT 1/2 MILE NE OF THE STATION.  IT
 NP0700'IS ABOUT 60 YARDS E OF ONE OF MANY DIM TRAILS AND IS ON A KNOLL
 NP0700'N OF A TREE-COVERED HILL.
 NP0700'
 NP0700'ALL MARKS ARE STANDARD DISKS SET IN IRON PIPE.  THE PIPE
 NP0700'MARKS PROJECT 14 INCHES ABOVE SURFACE OF GROUND.
 NP0700'
 NP0700'THE STATION IS REACHED FROM ENTRANCE OF CHADRON STATE PARK
 NP0700'BY GOING N ON ROUTE 19 FOR 4.5 MILES.  TURN W ON A GRADED
 NP0700'ROAD AND GO 0.4 MILE TO A SCHOOL HOUSE.  TURN S AND FOLLOW
 NP0700'MAIN ROAD 1.3 MILES.  TAKE RIGHT FORK AND GO 0.9 MILE.  PASS
 NP0700'THROUGH A WIRE GATE SE OF BUILDINGS AND FOLLOW A TRAIL ALONG
 NP0700'S SIDE OF FENCE 0.5 MILE TO SOME FARM BUILDINGS.  DRIVE ACROSS
 NP0700'CREEK SOUTHEASTERLY AND FOLLOW TRAIL 0.2 MILE TO A WIRE GATE.
 NP0700'PASS THROUGH GATE AND FOLLOW TRAILS SOUTHERLY UP E SIDE OF A
 NP0700'SMALL VALLEY 0.5 MILE TO A POINT UNDER FACE OF CLIFFS TO THE
 NP0700'W.  PACK UP SLOPE TO W AND FOLLOW RIDGE NORTHWESTERLY TO
 NP0700'HIGHEST POINT AND STATION.  IT IS ABOUT A TEN-MINUTE CLIMB.
 NP0700'
 NP0700'A 4-FOOT STAND WAS ERECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0722 ***********************************************************************
 NN0722  CBN         -  This is a Cooperative Base Network Control Station.
 NN0722  DESIGNATION -  FLIGHT
 NN0722  PID         -  NN0722
 NN0722  STATE/COUNTY-  NE/HOLT
 NN0722  COUNTRY     -  US
 NN0722  USGS QUAD   -  STUART SE (2017)
 NN0722
 NN0722                         *CURRENT SURVEY CONTROL
 NN0722  ______________________________________________________________________
 NN0722* NAD 83(2011) POSITION- 42 33 56.18342(N) 099 02 07.63885(W)   ADJUSTED
 NN0722* NAD 83(2011) ELLIP HT-   626.448 (meters)        (06/27/12)   ADJUSTED
 NN0722* NAD 83(2011) EPOCH   -  2010.00
 NN0722* NAVD 88 ORTHO HEIGHT -   650.5   (meters)     2134.    (feet) GPS OBS
 NN0722  ______________________________________________________________________
 NN0722  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NN0722  GEOID HEIGHT    -        -23.705 (meters)                     GEOID93
 NN0722  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 NN0722  NAD 83(2011) X  -   -738,929.701 (meters)                     COMP
 NN0722  NAD 83(2011) Y  - -4,646,806.111 (meters)                     COMP
 NN0722  NAD 83(2011) Z  -  4,292,508.797 (meters)                     COMP
 NN0722  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 NN0722
 NN0722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0722  Standards:
 NN0722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0722  -------------------------------------------------------------------
 NN0722  NETWORK    0.45   1.23           0.21   0.14   0.63      0.04029638
 NN0722  -------------------------------------------------------------------
 NN0722  Click here for local accuracies and other accuracy information.
 NN0722
 NN0722.The horizontal coordinates were established by GPS observations
 NN0722.and adjusted by the National Geodetic Survey in June 2012.
 NN0722
 NN0722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0722.been affixed to the stable North American tectonic plate. See 
 NN0722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0722
 NN0722.The horizontal coordinates are valid at the epoch date displayed above
 NN0722.which is a decimal equivalence of Year/Month/Day.
 NN0722
 NN0722.The orthometric height was determined by GPS observations and a
 NN0722.high-resolution geoid model.
 NN0722
 NN0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0722.GEOID18 height accuracy estimate available here.
 NN0722
 NN0722.Click photographs - Photos may exist for this station.
 NN0722
 NN0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0722
 NN0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0722
 NN0722.The ellipsoidal height was determined by GPS observations
 NN0722.and is referenced to NAD 83.
 NN0722
 NN0722. The following values were computed from the NAD 83(2011) position.
 NN0722
 NN0722;                    North         East     Units Scale Factor Converg.
 NN0722;SPC NE       -   303,811.169   579,186.575   MT  0.99982992   +0 38 21.1
 NN0722;SPC NE       -   996,753.81  1,900,214.62   sFT  0.99982992   +0 38 21.1
 NN0722;UTM  14      - 4,712,578.583   497,089.828   MT  0.99960010   -0 01 26.3
 NN0722
 NN0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0722!SPC NE       -   0.99990176  x   0.99982992  =   0.99973170
 NN0722!UTM  14      -   0.99990176  x   0.99960010  =   0.99950190
 NN0722
 NN0722:                Primary Azimuth Mark                     Grid Az
 NN0722:SPC NE       -  M 219                                    269 17 03.0
 NN0722:UTM  14      -  M 219                                    269 56 50.4
 NN0722
 NN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9708912578(NAD 83)
 NN0722
 NN0722|---------------------------------------------------------------------|
 NN0722| PID    Reference Object                     Distance      Geod. Az  |
 NN0722|                                                           dddmmss.s |
 NN0722| CO3109 FLIGHT RM 1                          20.742 METERS 08609     |
 NN0722| NN0708 ATKINSON MUNICIPAL TANK             APPROX. 6.0 KM 1270949.0 |
 NN0722| CO3110 FLIGHT RM 2                          19.069 METERS 17843     |
 NN0722| NN0337 M 219                                              2695524.1 |
 NN0722| NN0724 STUART MUNICIPAL TANK               APPROX. 9.6 KM 2924946.3 |
 NN0722|---------------------------------------------------------------------|
 NN0722
 NN0722                          SUPERSEDED SURVEY CONTROL
 NN0722
 NN0722  NAD 83(2007)-  42 33 56.18338(N)    099 02 07.63959(W) AD(2002.00) 0
 NN0722  ELLIP H (02/10/07)  626.476  (m)                       GP(2002.00)    
 NN0722  ELLIP H (09/24/01)  626.444  (m)                       GP(       ) 4 1
 NN0722  NAD 83(1995)-  42 33 56.18283(N)    099 02 07.63947(W) AD(       ) B
 NN0722  ELLIP H (06/25/96)  626.507  (m)                       GP(       ) 1 1
 NN0722  NAD 83(1986)-  42 33 56.18833(N)    099 02 07.65162(W) AD(       ) 2
 NN0722  NAD 27      -  42 33 56.18100(N)    099 02 06.30000(W) AD(       ) 2
 NN0722
 NN0722.Superseded values are not recommended for survey control.
 NN0722
 NN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0722.See file dsdata.pdf to determine how the superseded data were derived.
 NN0722
 NN0722_MARKER: DS = TRIANGULATION STATION DISK
 NN0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0722_STAMPING: FLIGHT 1949
 NN0722_MARK LOGO: CGS
 NN0722_PROJECTION: FLUSH
 NN0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0722+STABILITY: SURFACE MOTION
 NN0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0722+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2021
 NN0722
 NN0722  HISTORY     - Date     Condition        Report By
 NN0722  HISTORY     - 1949     MONUMENTED       CGS
 NN0722  HISTORY     - 1967     GOOD             CGS
 NN0722  HISTORY     - 19950525 GOOD             NGS
 NN0722  HISTORY     - 20021104 GOOD             NEDR
 NN0722  HISTORY     - 20100809 GOOD             JEOCON
 NN0722  HISTORY     - 20160215 GOOD             NEGS
 NN0722  HISTORY     - 20210708 GOOD             NEGS
 NN0722
 NN0722                          STATION DESCRIPTION
 NN0722
 NN0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0722'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-SOUTHEAST OF STUART
 NN0722'AND 5.0 MILES NORTHWEST OF ATKINSON ON SECTION-LINE ROAD JUST
 NN0722'NORTH OF EMERGENCY LANDING FIELD.  IT IS 63 FEET NORTH OF
 NN0722'EAST-WEST FENCE LINE, 5.5 FEET SOUTH OF EAST-WEST FENCE LINE
 NN0722'AND 3 FEET SOUTH OF WITNESS POST.  IT IS STAMPED FLIGHT 1949
 NN0722'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0722'
 NN0722'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 68 FEET NORTH
 NN0722'OF EAST-WEST FENCE LINE AND 1 FOOT SOUTH OF EAST-WEST FENCE
 NN0722'LINE.  IT IS STAMPED FLIGHT NO 1 1949 AND PROJECTS 3 INCHES.
 NN0722'
 NN0722'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 68 FEET SOUTH
 NN0722'OF EAST-WEST FENCE LINE AND 1 FOOT NORTH OF EAST-WEST FENCE
 NN0722'LINE.  IT IS STAMPED FLIGHT NO 2 1949 AND PROJECTS 4 INCHES.
 NN0722'
 NN0722'BENCH MARK M 219 WAS USED FOR THE AZIMUTH MARK AND IS WEST OF
 NN0722'THE STATION, 75 FEET NORTHEAST OF JUNCTION OF U.S. HIGHWAY 20
 NN0722'AND GRAVELED ROAD NORTH, 50 FEET EAST OF GRAVEL ROAD, 33 FEET
 NN0722'NORTH OF CENTER OF SECTION-LINE ROAD, 18 FEET EAST OF FENCE
 NN0722'CORNER, 2 FEET SOUTH OF EAST-WEST FENCE LINE AND 1 FOOT WEST
 NN0722'OF WITNESS POST.  IT IS A STANDARD DISK SET IN 6 INCH SQUARE
 NN0722'CONCRETE BLOCK PROJECTING 3 INCHES.  IT IS STAMPED M 219 1946.
 NN0722'
 NN0722'TO REACH THE STATION FROM THE MAIN CROSS-STREETS JUST EAST
 NN0722'OF THE POST OFFICE IN ATKINSON, GO NORTH FOR 0.4 MILE TO
 NN0722'JUNCTION WITH U.S. HIGHWAY 20, TURN LEFT AND GO WEST AND
 NN0722'NORTHWEST ON U.S. HIGHWAY 20 FOR 4.2 MILES TO GRAVELED ROAD
 NN0722'NORTH AND SECTION-LINE ROAD EAST WITH AZIMUTH MARK IN NORTHEAST
 NN0722'ANGLE, TURN EAST ON SECTION-LINE ROAD AND GO EAST FOR 0.75
 NN0722'MILE TO THE STATION ON SMALL MOUND ON THE LEFT AS DESCRIBED.
 NN0722'
 NN0722'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0722'
 NN0722'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 25 FEET.
 NN0722'
 NN0722'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 4 FEET.
 NN0722'
 NN0722'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0722
 NN0722                          STATION RECOVERY (1967)
 NN0722
 NN0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NN0722'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NN0722'AND BENCH MARK M 219 (AZIMUTH MARK) WERE RECOVERED AND FOUND
 NN0722'IN GOOD CONDITION.  STATION MARK RECOVERED AS DESCRIBED,
 NN0722'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 NN0722'AS DESCRIBED.
 NN0722'
 NN0722'BENCH MARK M 219 (AZIMUTH MARK) IS 75 FEET NORTHEAST OF THE
 NN0722'JUNCTION OF OLD U.S. HIGHWAY 20 AND A GRAVELED ROAD NORTH,
 NN0722'50 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD, 33 FEET NORTH OF THE
 NN0722'CENTER OF A SECTION-LINE ROAD, 16 FEET EAST OF A CORNER FENCE
 NN0722'POST, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL
 NN0722'WITNESS POST.
 NN0722'
 NN0722'TO REACH THE STATION FROM THE POST OFFICE IN ATKINSON, GO
 NN0722'NORTH FOR 0.4 MILE TO U.S. HIGHWAY 20.  TURN LEFT AND GO WEST
 NN0722'AND NORTHWEST ON U.S. HIGHWAY 20 FOR 4.7 MILES TO A SIDE ROAD
 NN0722'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
 NN0722'MILE TO OLD U.S. HIGHWAY 20 AND BENCH MARK M 219 (AZIMUTH MARK)
 NN0722'IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON A
 NN0722'SECTION-LINE ROAD FOR 0.75 MILE TO A SMALL MOUND AND THE STATION
 NN0722'ON THE LEFT.
 NN0722'
 NN0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 NN0722'NORTHWEST OF ATKINSON.
 NN0722
 NN0722                          STATION RECOVERY (1995)
 NN0722
 NN0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0722'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF STUART, 4.0 MI
 NN0722'(6.4 KM) NORTHWEST OF ATKINSON, 0.5 MI (0.8 KM) NORTHEAST OF U.S.
 NN0722'HIGHWAY 20, ABOUT 0.5 MI (0.8 KM) NORTH-NORTHEAST OF THE AIRPORT
 NN0722'BEACON AT THE ATCHINSON AIRPORT, ON THE NORTH RIGHT-OF-WAY OF A COUNTY
 NN0722'ROAD WHICH PASSES ALONG THE NORTH SIDE OF THE AIRPORT AND IN THE
 NN0722'SE1/4, SEC14, T30N, R15W.  TO REACH THE MARK FROM THE NORTH JUNCTION
 NN0722'OF U.S. HIGHWAY 20 WITH STATE HIGHWAY 11 AT THE NORTH SIDE OF
 NN0722'ATKINSON, GO NORTHWEST ON HIGHWAY 20 FOR 3.40 MI (5.47 KM) TO A SIDE
 NN0722'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.7
 NN0722'MI (1.1 KM) TO A BLADED ROAD ON THE LEFT AND A GRAVELED ROAD ON THE
 NN0722'RIGHT.  TURN LEFT AND GO WEST ON THE BLADED ROAD FOR 0.25 MI (0.40 KM)
 NN0722'TO THE MARK ON THE RIGHT, ATOP A LOW RISE.  THE DISK IS SET INTO THE
 NN0722'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT (6.1 CM)
 NN0722'ABOVE THE GROUND SURFACE.  IT IS 106.5 FT (32.5 M) EAST-NORTHEAST OF A
 NN0722'BRACED FENCE POST IN THE SOUTH RIGHT-OF-WAY FENCE, 67.8 FT (20.7 M)
 NN0722'WEST-SOUTHWEST OF A STEEL POST AT REFERENCE MARK 1, 62.8 FT (19.1 M)
 NN0722'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AT REFERENCE MARK 2, 5.8 FT (1.8
 NN0722'M) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M)
 NN0722'EAST-NORTHEAST OF A STEEL POST, 2.6 FT (0.8 M) WEST-SOUTHWEST OF A
 NN0722'FIBERGLASS WITNESS POST AND ABOUT 2.5 FT (0.8 M) HIGHER THAN THE ROAD.
 NN0722'REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 NN0722
 NN0722                          STATION RECOVERY (2002)
 NN0722
 NN0722'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 NN0722'RECOVERED IN GOOD CONDITION.
 NN0722
 NN0722                          STATION RECOVERY (2010)
 NN0722
 NN0722'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0722'RECOVERED IN GOOD CONDITION.
 NN0722
 NN0722                          STATION RECOVERY (2016)
 NN0722
 NN0722'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NN0722'RECOVERED IN GOOD CONDITION
 NN0722
 NN0722                          STATION RECOVERY (2021)
 NN0722
 NN0722'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0722'THE ORIGINAL 1995 RECOVERY IS VIABLE.  ROAD GRADING IS GETTING NEAR
 NN0722'THE MARK AND PUTTING IT AT RISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1282 ***********************************************************************
 MJ1282  DESIGNATION -  FLORENCE
 MJ1282  PID         -  MJ1282
 MJ1282  STATE/COUNTY-  NE/DOUGLAS
 MJ1282  COUNTRY     -  US
 MJ1282  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1282
 MJ1282                         *CURRENT SURVEY CONTROL
 MJ1282  ______________________________________________________________________
 MJ1282* NAD 83(1995) POSITION- 41 20 49.65517(N) 095 57 34.43932(W)   ADJUSTED
 MJ1282* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 MJ1282  ______________________________________________________________________
 MJ1282  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 MJ1282  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 MJ1282  HORZ ORDER      -  THIRD
 MJ1282
 MJ1282.The horizontal coordinates were established by classical geodetic methods
 MJ1282.and adjusted by the National Geodetic Survey in August 1997.
 MJ1282
 MJ1282.The orthometric height was scaled from a topographic map.
 MJ1282
 MJ1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1282.GEOID18 height accuracy estimate available here.
 MJ1282
 MJ1282.Click photographs - Photos may exist for this station.
 MJ1282
 MJ1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1282
 MJ1282. The following values were computed from the NAD 83(1995) position.
 MJ1282
 MJ1282;                    North         East     Units Scale Factor Converg.
 MJ1282;SPC NE       -   175,966.653   837,915.693   MT  0.99966241   +2 40 39.3
 MJ1282;SPC NE       -   577,317.26  2,749,061.74   sFT  0.99966241   +2 40 39.3
 MJ1282;UTM  15      - 4,581,519.221   252,392.172   MT  1.00035459   -1 57 22.1
 MJ1282;UTM  14      - 4,581,753.487   754,374.258   MT  1.00039640   +2 00 34.7
 MJ1282
 MJ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1282!SPC NE       -   0.99995731  x   0.99966241  =   0.99961974
 MJ1282!UTM  15      -   0.99995731  x   1.00035459  =   1.00031189
 MJ1282!UTM  14      -   0.99995731  x   1.00039640  =   1.00035370
 MJ1282
 MJ1282:                Primary Azimuth Mark                     Grid Az
 MJ1282:SPC NE       -  FLORENCE AZ MK                           008 57 02.7
 MJ1282:UTM  15      -  FLORENCE AZ MK                           013 35 04.1
 MJ1282:UTM  14      -  FLORENCE AZ MK                           009 37 07.3
 MJ1282
 MJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5239281519(NAD 83)
 MJ1282
 MJ1282|---------------------------------------------------------------------|
 MJ1282| PID    Reference Object                     Distance      Geod. Az  |
 MJ1282|                                                           dddmmss.s |
 MJ1282| CL6520 FLORENCE AZ MK                                     0113742.0 |
 MJ1282| CL6522 FLORENCE RM 2                        31.687 METERS 24359     |
 MJ1282| CL6521 FLORENCE RM 1                        44.949 METERS 34620     |
 MJ1282|---------------------------------------------------------------------|
 MJ1282
 MJ1282                          SUPERSEDED SURVEY CONTROL
 MJ1282
 MJ1282  NAD 83(1986)-  41 20 49.66275(N)    095 57 34.44007(W) AD(       ) 3
 MJ1282  NAD 27      -  41 20 49.67100(N)    095 57 33.39100(W) AD(       ) 3
 MJ1282
 MJ1282.Superseded values are not recommended for survey control.
 MJ1282
 MJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1282.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1282
 MJ1282_MARKER: DS = TRIANGULATION STATION DISK
 MJ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1282_STAMPING: FLORENCE 1947
 MJ1282_MARK LOGO: CGS
 MJ1282_PROJECTION: FLUSH
 MJ1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1282+STABILITY: SURFACE MOTION
 MJ1282
 MJ1282  HISTORY     - Date     Condition        Report By
 MJ1282  HISTORY     - 1947     MONUMENTED       CGS
 MJ1282  HISTORY     - 1953     POOR             CGS
 MJ1282
 MJ1282                          STATION DESCRIPTION
 MJ1282
 MJ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1282'THE STATION IS LOCATED IN THE NORTHEAST PART OF OMAHA, NEAR THE
 MJ1282'WEST BANK OF THE MISSOURI RIVER, ON THE GROUNDS OF THE FLORENCE
 MJ1282'BOAT YARD, WHICH IS OWNED AND OPERATED BY THE U.S. ARMY ENGINEERS.
 MJ1282'IT IS 43 YARDS EAST-NORTHEAST OF THE SOUTH GATE LEADING INTO
 MJ1282'THE BOAT YARD, AND 51.5 FEET EAST OF THE EAST RAIL OF THE
 MJ1282'RAILROAD TRACKS.  THE DISK IS STAMPED FLORENCE 1947 AND IS
 MJ1282'SET FLUSH WITH THE GROUND.
 MJ1282'
 MJ1282'REFERENCE MARK NO. 1 IS 147.47 FEET NORTH OF THE STATION AND
 MJ1282'1 FOOT EAST OF THE SOUTHEAST CORNER OF A SMALL, WHITE BUILDING.
 MJ1282'THE DISK IS STAMPED FLORENCE NO 1 1947 AND PROJECTS 6 INCHES.
 MJ1282'
 MJ1282'REFERENCE MARK NO. 2 IS 103.96 FEET WEST OF THE STATION, 60
 MJ1282'FEET NORTH-NORTHEAST OF THE NORTH GATE POST, 48 FEET WEST OF
 MJ1282'THE WEST RAIL OF THE RAILROAD TRACKS, 19 FEET EAST OF THE
 MJ1282'FENCE, AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE DISK IS
 MJ1282'STAMPED FLORENCE NO 2 1947 AND PROJECTS 6 INCHES.
 MJ1282'
 MJ1282'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHEAST
 MJ1282'OF THE STATION, ON TOP OF A DIKE, WHICH IS ABOUT 0.15 MILE
 MJ1282'EAST OF THE MACHINE SHOP.  IT IS 2.5 FEET EAST OF A WITNESS
 MJ1282'POST AND 1.6 FEET SOUTH OF A FENCE.  THE DISK IS STAMPED FLORENCE
 MJ1282'1947 AND PROJECTS 2 INCHES.
 MJ1282'
 MJ1282'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 MJ1282'
 MJ1282'A 90 FOOT TOWER AT FROST CAN BE SEEN FROM 64 FOOT TOWER.
 MJ1282'
 MJ1282'A 90 FOOT TOWER AT HANTHORN CAN BE SEEN FROM A 64 FOOT TOWER.
 MJ1282'
 MJ1282'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ1282
 MJ1282                          STATION RECOVERY (1953)
 MJ1282
 MJ1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1282'THE STATION WAS RECOVERED AS DESCRIBED.  THE MONUMENT HAS
 MJ1282'BEEN HIT BY A BULLDOZER OR SOME HEAVY PIECE OF EARTH MOVING
 MJ1282'EQUIPMENT AND IT HAS BEEN TILTED FROM ITS ORIGINAL POSITION.
 MJ1282'REFERENCE MARKS NO 1 AND 2 WERE SEARCHED FOR BUT WERE NOT
 MJ1282'RECOVERED.  IT IS BELIEVED THAT THE MARKS ARE DESTROYED.  THE
 MJ1282'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0646 ***********************************************************************
 MN0646  DESIGNATION -  FLOWER
 MN0646  PID         -  MN0646
 MN0646  STATE/COUNTY-  NE/BANNER
 MN0646  COUNTRY     -  US
 MN0646  USGS QUAD   -  MURRAY LAKE SW (2017)
 MN0646
 MN0646                         *CURRENT SURVEY CONTROL
 MN0646  ______________________________________________________________________
 MN0646* NAD 83(1995) POSITION- 41 30 17.97531(N) 103 53 35.15301(W)   ADJUSTED
 MN0646* NAVD 88 ORTHO HEIGHT -  1583.    (meters)     5194.    (feet) SCALED
 MN0646  ______________________________________________________________________
 MN0646  GEOID HEIGHT    -        -18.561 (meters)                     GEOID18
 MN0646  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC18
 MN0646  HORZ ORDER      -  FIRST
 MN0646
 MN0646.The horizontal coordinates were established by classical geodetic methods
 MN0646.and adjusted by the National Geodetic Survey in August 1997.
 MN0646
 MN0646.The orthometric height was scaled from a topographic map.
 MN0646
 MN0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0646.GEOID18 height accuracy estimate available here.
 MN0646
 MN0646.Click photographs - Photos may exist for this station.
 MN0646
 MN0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0646
 MN0646. The following values were computed from the NAD 83(1995) position.
 MN0646
 MN0646;                    North         East     Units Scale Factor Converg.
 MN0646;SPC NE       -   192,910.583   175,186.955   MT  0.99965860   -2 34 47.8
 MN0646;SPC NE       -   632,907.47    574,759.20   sFT  0.99965860   -2 34 47.8
 MN0646;UTM  13      - 4,595,409.934   592,378.717   MT  0.99970502   +0 44 00.9
 MN0646
 MN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0646!SPC NE       -   0.99975471  x   0.99965860  =   0.99941339
 MN0646!UTM  13      -   0.99975471  x   0.99970502  =   0.99945980
 MN0646
 MN0646:                Primary Azimuth Mark                     Grid Az
 MN0646:SPC NE       -  FLOWER AZ MK RESET 2                     166 40 16.0
 MN0646:UTM  13      -  FLOWER AZ MK RESET 2                     163 21 27.3
 MN0646
 MN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9237895409(NAD 83)
 MN0646
 MN0646|---------------------------------------------------------------------|
 MN0646| PID    Reference Object                     Distance      Geod. Az  |
 MN0646|                                                           dddmmss.s |
 MN0646| CP8048 FLOWER RM 1                          16.220 METERS 07437     |
 MN0646| CP8049 FLOWER RM 2 AZIMUTH                                1534332.8 |
 MN0646| CP8046 FLOWER AZ MK RESET                                 1595843.7 |
 MN0646| CP8047 FLOWER AZ MK RESET 2                               1640528.2 |
 MN0646| MO1018 ALBIN WATER TANK                    APPROX.19.9 KM 2410533.2 |
 MN0646| CP8050 FLOWER RM 3                          35.613 METERS 30016     |
 MN0646|---------------------------------------------------------------------|
 MN0646
 MN0646                          SUPERSEDED SURVEY CONTROL
 MN0646
 MN0646  NAD 83(1993)-  41 30 17.97524(N)    103 53 35.15293(W) AD(       ) 1
 MN0646  NAD 83(1986)-  41 30 17.96426(N)    103 53 35.15414(W) AD(       ) 1
 MN0646  NAD 27      -  41 30 18.04900(N)    103 53 33.33700(W) AD(       ) 1
 MN0646
 MN0646.Superseded values are not recommended for survey control.
 MN0646
 MN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0646.See file dsdata.pdf to determine how the superseded data were derived.
 MN0646
 MN0646_MARKER: DS = TRIANGULATION STATION DISK
 MN0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0646_STAMPING: FLOWER 1933
 MN0646_MARK LOGO: CGS
 MN0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0646+STABILITY: SURFACE MOTION
 MN0646
 MN0646  HISTORY     - Date     Condition        Report By
 MN0646  HISTORY     - 1933     MONUMENTED       CGS
 MN0646  HISTORY     - 1963     GOOD             CGS
 MN0646  HISTORY     - 1964     GOOD             CGS
 MN0646
 MN0646                          STATION DESCRIPTION
 MN0646
 MN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0646'ABOUT 9 MILES SOUTHWEST OF HARRISBURG AND 2 MILES NORTHEAST OF
 MN0646'SMALL VILLAGE OF FLOWERFIELD, IN NE 1/4 SEC. 28, T. 18 N., R. 57
 MN0646'W.  TO REACH FROM HARRISBURG, FOLLOW STATE HIGHWAY N-29 SOUTH
 MN0646'5.9 MILES TO GRADED DIRT ROAD LEADING WEST TOWARDS FLOWERFIELD.
 MN0646'FOLLOW THIS ROAD 8.0 MILES TO CROSSROADS, THEN GO NORTH ON
 MN0646'LITTLE-USED SECTION-LINE ROAD 1.5 MILES TO FENCE CORNER ON
 MN0646'WEST.  STATION IS ABOUT 1/2 MILE NORTHWEST OF THIS POINT, ON
 MN0646'HIGHEST POINT OF FLAT KNOLL IN OPEN PASTURE.  SURFACE AND
 MN0646'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 MN0646'CONCRETE.  UPPER MARK PROJECTS 4 INCHES.
 MN0646'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 MN0646'MARKS PROJECT 4 INCHES.  NO. 1 IS ON SAME KNOLL AS
 MN0646'AND 53.62 FEET FROM STATION N 74 DEG 37 MIN E.
 MN0646'NO. 2, AZIMUTH MARK, IS ON KNOLL WEST OF ROAD, IN FENCE
 MN0646'LINE, AND ABOUT 1/2 MILE FROM STATION S 26 DEG 16 MIN E.
 MN0646'NO. 3 IS ON SAME KNOLL AS AND 116.92 FEET
 MN0646'FROM STATION N 59 DEG 43 MIN W.
 MN0646
 MN0646                          STATION RECOVERY (1963)
 MN0646
 MN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0646'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE
 MN0646'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 (AZIMUTH
 MN0646'MARK) WAS FOUND TO BE DESTROYED, APPARENTLY HAVING BEEN HIT BY
 MN0646'A ROAD GRADER.  THE DIRECTION TO REFERENCE MARK NO. 1 AND TO
 MN0646'REFERENCE MARK NO. 3 WERE VERIFIED.  THE DISTANCE TO REFERENCE
 MN0646'MARK NO. 1 MISSED THE 1933 DISTANCE .40 FOOT.  THE DISTANCE TO
 MN0646'REFERENCE MARK NO. 3 MISSED THE 1933 DISTANCE .08 FOOT.
 MN0646'
 MN0646'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 MN0646'
 MN0646'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 MN0646'
 MN0646'THE STATION IS 8-3/4 MILES SOUTHWEST OF HARRISBURG, IN THE
 MN0646'NORTHEAST QUARTER OF SECTION 28, T 18 N, R 57 W, AND IN PASTURE
 MN0646'LAND OWNED BY MR. H.M. MC KINNON.
 MN0646'
 MN0646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0646'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 17.1
 MN0646'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD
 MN0646'FOR 12.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MN0646'GRAVEL ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MN0646'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.4 MILE TO A TRACK ROAD
 MN0646'ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE TRACK ROAD FOR
 MN0646'0.05 MILE TO A GATE.  PASS THROUGH THE GATE, CONTINUE
 MN0646'NORTHWEST ON THE TRACK ROAD ACROSS PASTURE FOR 0.2 MILE TO THE
 MN0646'STATION ON THE HIGHEST POINT IN PASTURE.
 MN0646'
 MN0646'STATION MARK, A STANDARD DISK STAMPED FLOWER 1933, IS SET IN
 MN0646'A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  THE UNDERGROUND
 MN0646'MARK WAS NOT INSPECTED.
 MN0646'
 MN0646'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLOWER NO 1 1933,
 MN0646'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MN0646'IS THE SAME ELEVATION AS THE STATION.
 MN0646'
 MN0646'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FLOWER NO 3 1933,
 MN0646'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 MN0646'IS THE SAME ELEVATION AS THE STATION.
 MN0646'
 MN0646'AZIMUTH MARK, A STANDARD DISK STAMPED FLOWER 1933 RESET 1963,
 MN0646'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0646'THE GROUND.  IT IS 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1
 MN0646'FOOT WEST OF A FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 MN0646'POST.
 MN0646'
 MN0646'NOTE--REFERENCE MARK WERE MEASURED PULLING 5 AND 7 KG. TAPE
 MN0646'TENSION.
 MN0646'
 MN0646'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MN0646
 MN0646                          STATION RECOVERY (1964)
 MN0646
 MN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MN0646'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MN0646'IN GOOD CONDITION, EXCEPT THAT THE AZIMUTH MARK HAD BEEN HIT
 MN0646'AND WAS LEANING SLIGHTLY.  ROAD CONSTRUCTION WOULD DESTROY THE
 MN0646'AZIMUTH MARK, SO IT WAS RESET.  THE ALBIN, MUNICIPAL WATER TANK
 MN0646'WAS USED AS AN INITIAL AND SHOULD BE USED AS THE BASIS FOR
 MN0646'COMPUTING THE BEARING TO THE RESET AZIMUTH MARK.  THE 1963
 MN0646'DESCRIPTION BY R.L.S. IS ADEQUATE.  A SHORT DESCRIPTION FOR THE
 MN0646'RESET AZIMUTH MARK FOLLOWS.
 MN0646'
 MN0646'AZIMUTH MARK IS 0.8 MILE SOUTH-SOUTHEAST OF THE STATION, 301
 MN0646'FEET SOUTHWEST OF THE CENTER OF WINDMILL AND WELL, 195 FEET
 MN0646'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 72 FEET NORTH
 MN0646'OF FENCE CORNER AND SOUTH GATE POST, 56 FEET NORTH OF NORTH GATE
 MN0646'POST, 90 FEET NORTHEAST OF POWER POLE, 37 FEET EAST OF THE CENTER
 MN0646'OF GRAVEL ROAD, 1 FOOT WEST OF FENCE, AND 1 FOOT NORTH OF A NEW
 MN0646'STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 MN0646'IS STAMPED FLOWER 1933 RESET 1964.
 MN0646'
 MN0646'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR
 MN0646'0.25 MILE TO THE ROAD.  TURN RIGHT ONTO ROAD AND GO SOUTH FOR
 MN0646'0.6 MILE TO BARN ON LEFT AND THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0732 ***********************************************************************
 NP0732  DESIGNATION -  FLUENT
 NP0732  PID         -  NP0732
 NP0732  STATE/COUNTY-  NE/SIOUX
 NP0732  COUNTRY     -  US
 NP0732  USGS QUAD   -  STORY (2017)
 NP0732
 NP0732                         *CURRENT SURVEY CONTROL
 NP0732  ______________________________________________________________________
 NP0732* NAD 83(1995) POSITION- 42 58 23.96828(N) 103 52 33.54353(W)   ADJUSTED
 NP0732* NAVD 88 ORTHO HEIGHT -  1193.    (meters)     3914.    (feet) SCALED
 NP0732  ______________________________________________________________________
 NP0732  GEOID HEIGHT    -        -15.573 (meters)                     GEOID18
 NP0732  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 NP0732  HORZ ORDER      -  FIRST
 NP0732
 NP0732.The horizontal coordinates were established by classical geodetic methods
 NP0732.and adjusted by the National Geodetic Survey in August 1997.
 NP0732
 NP0732.The orthometric height was scaled from a topographic map.
 NP0732
 NP0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0732.GEOID18 height accuracy estimate available here.
 NP0732
 NP0732.Click photographs - Photos may exist for this station.
 NP0732
 NP0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0732
 NP0732. The following values were computed from the NAD 83(1995) position.
 NP0732
 NP0732;                    North         East     Units Scale Factor Converg.
 NP0732;SPC NE       -   355,743.990   183,921.535   MT  0.99998787   -2 34 07.0
 NP0732;SPC NE       - 1,167,136.74    603,415.90   sFT  0.99998787   -2 34 07.0
 NP0732;SPC SD S     -    77,260.116   311,100.228   MT  0.99996979   -2 26 38.1
 NP0732;SPC SD S     -   253,477.56  1,020,668.00   sFT  0.99996979   -2 26 38.1
 NP0732;UTM  13      - 4,758,465.422   591,656.715   MT  0.99970335   +0 45 58.5
 NP0732
 NP0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0732!SPC NE       -   0.99981545  x   0.99998787  =   0.99980332
 NP0732!SPC SD S     -   0.99981545  x   0.99996979  =   0.99978525
 NP0732!UTM  13      -   0.99981545  x   0.99970335  =   0.99951886
 NP0732
 NP0732:                Primary Azimuth Mark                     Grid Az
 NP0732:SPC NE       -  FLUENT AZ MK                             177 10 10.2
 NP0732:SPC SD S     -  FLUENT AZ MK                             177 02 41.3
 NP0732:UTM  13      -  FLUENT AZ MK                             173 50 04.7
 NP0732
 NP0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9165658465(NAD 83)
 NP0732
 NP0732|---------------------------------------------------------------------|
 NP0732| PID    Reference Object                     Distance      Geod. Az  |
 NP0732|                                                           dddmmss.s |
 NP0732| CQ3756 FLUENT RM 1                           7.093 METERS 02755     |
 NP0732| OT0805 ARDMORE MUNICIPAL TANK              APPROX.18.9 KM 0733530.8 |
 NP0732| CQ3757 FLUENT RM 2                           7.069 METERS 12525     |
 NP0732| CQ3754 FLUENT AZ MK                                       1743603.2 |
 NP0732| CQ3755 FLUENT AZ MK RESET                                 17538     |
 NP0732|---------------------------------------------------------------------|
 NP0732
 NP0732                          SUPERSEDED SURVEY CONTROL
 NP0732
 NP0732  NAD 83(1993)-  42 58 23.96832(N)    103 52 33.54349(W) AD(       ) 1
 NP0732  NAD 83(1986)-  42 58 23.94648(N)    103 52 33.52669(W) AD(       ) 1
 NP0732  NAD 27      -  42 58 24.07600(N)    103 52 31.76900(W) AD(       ) 1
 NP0732
 NP0732.Superseded values are not recommended for survey control.
 NP0732
 NP0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0732.See file dsdata.pdf to determine how the superseded data were derived.
 NP0732
 NP0732_MARKER: DS = TRIANGULATION STATION DISK
 NP0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0732_STAMPING: FLUENT 1941
 NP0732_MARK LOGO: CGS
 NP0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0732+STABILITY: SURFACE MOTION
 NP0732
 NP0732  HISTORY     - Date     Condition        Report By
 NP0732  HISTORY     - 1941     MONUMENTED       CGS
 NP0732  HISTORY     - 1964     GOOD             CGS
 NP0732
 NP0732                          STATION DESCRIPTION
 NP0732
 NP0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0732'STATION IS LOCATED ABOUT 22 MILES N OF HARRISON ON LAND OWNED
 NP0732'BY MR. CHAS. FLUENT.  IT IS ABOUT 2 MILES S OF THE NEBRASKA-SOUTH
 NP0732'DAKOTA STATE LINE AND 0.15 MILE W OF NEBRASKA STATE HIGHWAY 29
 NP0732'ON A PROMINENT RIDGE THAT IS IN THE SE 1/4 SEC. 26, T. 35 N,
 NP0732'R. 56 W.  IT IS 7 FEET N OF A WHITE REFERENCE POST, IS STAMPED
 NP0732'FLUENT 1941 AND PROJECTS 6 INCHES.
 NP0732'
 NP0732'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0732'BRONZE DISKS SET IN CONCRETE.
 NP0732'
 NP0732'REFERENCE MARK NO. 1 IS STAMPED FLUENT NO. 1 1941 AND PROJECTS
 NP0732'6 INCHES.
 NP0732'
 NP0732'REFERENCE MARK NO. 2 IS STAMPED FLUENT NO. 2 1941 AND PROJECTS
 NP0732'6 INCHES.
 NP0732'
 NP0732'THE AZIMUTH MARK IS 3.5 FEET N OF A WHITE REFERENCE POST, AND
 NP0732'25 FEET W OF THE CENTER LINE OF A DIRT ROAD.  IT IS STAMPED
 NP0732'FLUENT 1941 AND PROJECTS 8 INCHES.
 NP0732'
 NP0732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NP0732'STATE HIGHWAY 29 ON THE N SIDE OF HARRISON, GO N ON STATE
 NP0732'HIGHWAY 29, 10.2 MILES TO A FORKS.  TAKE RIGHT FORK FOR 0.5
 NP0732'MILE TO ANOTHER FORKS.  TAKE LEFT FORK FOR 10.5 MILES TO THE
 NP0732'AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.5 MILE TO THE STATION
 NP0732'ON THE LEFT.
 NP0732'
 NP0732'A 64-FOOT SIGNAL AT CONKLIN, A 4-FOOT SIGNAL AT WRIGHT, A 77-FOOT
 NP0732'SIGNAL AT DIECKMAN, AN 87-FOOT SIGNAL AT KENNEDY, A 64-FOOT
 NP0732'SIGNAL AT KIRTLEY AND A 24-FOOT SIGNAL AT STORY ARE VISIBLE ON
 NP0732'THE GROUND.
 NP0732
 NP0732                          STATION RECOVERY (1964)
 NP0732
 NP0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NP0732'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NP0732'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK HAD BEEN
 NP0732'DISPLACED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 NP0732'ESTABLISHED.  THE STATION WHICH IS LOCATED ON A PROMINENT
 NP0732'RIDGE ABOUT 1 AND 3/4 MILES SOUTH OF THE NEBRASKA-SOUTH
 NP0732'DAKOTA STATE LINE, AND 7 FEET NORTH OF A WHITE WOODEN WITNESS
 NP0732'POST WAS DESCRIBED ADEQUATELY BY F.B.Q. IN 1943.  A NEW
 NP0732'DESCRIPTION FOR THE NEW AZIMUTH MARK AND A NEW TO REACH FOLLOW.
 NP0732'
 NP0732'AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 115 FEET WEST OF
 NP0732'A NORTH-SOUTH FENCE ON THE EAST SIDE OF STATE HIGHWAY 29, 62
 NP0732'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 29, AND 1 FOOT NORTH
 NP0732'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 NP0732'THE DISK IS STAMPED FLUENT 1941 RESET 1964.
 NP0732'
 NP0732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NP0732'AND STATE HIGHWAY 29 AT THE NORTH EDGE OF HARRISON, GO NORTH ON
 NP0732'STATE HIGHWAY 29 FOR 21.0 MILES TO THE AZIMUTH MARK ON THE
 NP0732'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 29 FOR 0.5 MILE TO A CATTLE
 NP0732'GUARD ACROSS THE HIGHWAY.  TURN LEFT OFF THE HIGHWAY JUST
 NP0732'BEFORE REACHING THE CATTLE GUARD AND GO NORTHWEST UPHILL FOR
 NP0732'0.1 MILE TO THE STATION.
 NP0732'
 NP0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4126 ***********************************************************************
 AB4126  CBN         -  This is a Cooperative Base Network Control Station.
 AB4126  PACS        -  This is a Primary Airport Control Station.
 AB4126  DESIGNATION -  FMZ A
 AB4126  PID         -  AB4126
 AB4126  STATE/COUNTY-  NE/FILLMORE
 AB4126  COUNTRY     -  US
 AB4126  USGS QUAD   -  GENEVA (2017)
 AB4126
 AB4126                         *CURRENT SURVEY CONTROL
 AB4126  ______________________________________________________________________
 AB4126* NAD 83(2011) POSITION- 40 34 57.28788(N) 097 34 09.58042(W)   ADJUSTED
 AB4126* NAD 83(2011) ELLIP HT-   471.137 (meters)        (06/27/12)   ADJUSTED
 AB4126* NAD 83(2011) EPOCH   -  2010.00
 AB4126* NAVD 88 ORTHO HEIGHT -   497.78  (meters)     1633.1   (feet) GPS OBS
 AB4126  ______________________________________________________________________
 AB4126  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4126  GEOID HEIGHT    -        -26.614 (meters)                     GEOID93
 AB4126  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 AB4126  NAD 83(2011) X  -   -639,032.198 (meters)                     COMP
 AB4126  NAD 83(2011) Y  - -4,808,959.704 (meters)                     COMP
 AB4126  NAD 83(2011) Z  -  4,127,635.086 (meters)                     COMP
 AB4126  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 AB4126
 AB4126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4126  Standards:
 AB4126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4126  -------------------------------------------------------------------
 AB4126  NETWORK    0.34   0.90           0.16   0.11   0.46     -0.00145568
 AB4126  -------------------------------------------------------------------
 AB4126  Click here for local accuracies and other accuracy information.
 AB4126
 AB4126.This mark is at Fairmont State Airfield Airport (FMZ)
 AB4126
 AB4126.The horizontal coordinates were established by GPS observations
 AB4126.and adjusted by the National Geodetic Survey in June 2012.
 AB4126
 AB4126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4126.been affixed to the stable North American tectonic plate. See 
 AB4126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4126
 AB4126.The horizontal coordinates are valid at the epoch date displayed above
 AB4126.which is a decimal equivalence of Year/Month/Day.
 AB4126
 AB4126.The orthometric height was determined by GPS observations and a
 AB4126.high-resolution geoid model.
 AB4126
 AB4126.GPS derived orthometric heights for airport stations designated as
 AB4126.PACS or SACS are published to 2 decimal places.  This maintains
 AB4126.centimeter relative accuracy between the PACS and SACS.  It does
 AB4126.not indicate centimeter accuracy relative to other marks which are
 AB4126.part of the published vertical control network.
 AB4126
 AB4126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4126.GEOID18 height accuracy estimate available here.
 AB4126
 AB4126.Click photographs - Photos may exist for this station.
 AB4126
 AB4126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4126
 AB4126.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4126
 AB4126.The ellipsoidal height was determined by GPS observations
 AB4126.and is referenced to NAD 83.
 AB4126
 AB4126. The following values were computed from the NAD 83(2011) position.
 AB4126
 AB4126;                    North         East     Units Scale Factor Converg.
 AB4126;SPC NE       -    86,080.575   705,718.900   MT  0.99978730   +1 36 38.9
 AB4126;SPC NE       -   282,416.02  2,315,346.09   sFT  0.99978730   +1 36 38.9
 AB4126;UTM  14      - 4,493,404.681   621,079.550   MT  0.99978045   +0 55 51.0
 AB4126
 AB4126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4126!SPC NE       -   0.99992610  x   0.99978730  =   0.99971342
 AB4126!UTM  14      -   0.99992610  x   0.99978045  =   0.99970657
 AB4126
 AB4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2107993404(NAD 83)
 AB4126
 AB4126                          SUPERSEDED SURVEY CONTROL
 AB4126
 AB4126  NAD 83(2007)-  40 34 57.28783(N)    097 34 09.58109(W) AD(2002.00) 0
 AB4126  ELLIP H (02/10/07)  471.159  (m)                       GP(2002.00)    
 AB4126  ELLIP H (07/10/01)  471.140  (m)                       GP(       ) 4 1
 AB4126  NAD 83(1995)-  40 34 57.28758(N)    097 34 09.58042(W) AD(       ) B
 AB4126  ELLIP H (06/25/96)  471.201  (m)                       GP(       ) 1 1
 AB4126
 AB4126.Superseded values are not recommended for survey control.
 AB4126
 AB4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4126.See file dsdata.pdf to determine how the superseded data were derived.
 AB4126
 AB4126_MARKER: F = FLANGE-ENCASED ROD
 AB4126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4126_STAMPING: FMZ A 1995
 AB4126_MARK LOGO: NGS
 AB4126_PROJECTION: FLUSH
 AB4126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4126+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2019
 AB4126_ROD/PIPE-DEPTH: 7.32 meters
 AB4126_SLEEVE-DEPTH  : 1 meters
 AB4126
 AB4126  HISTORY     - Date     Condition        Report By
 AB4126  HISTORY     - 1995     MONUMENTED       NGS
 AB4126  HISTORY     - 19970609 GOOD             NGS
 AB4126  HISTORY     - 20000605 GOOD             NEDR
 AB4126  HISTORY     - 20070616 GOOD             INDIV
 AB4126  HISTORY     - 20191226 GOOD             NEGS
 AB4126
 AB4126                          STATION DESCRIPTION
 AB4126
 AB4126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4126'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) NORTH-NORTHEAST OF
 AB4126'GENEVA, 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF FAIRMONT AND AT THE
 AB4126'FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 AB4126'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501.  AIRPORT
 AB4126'MANAGER, TIM KRIENERT, PHONE (402) 268-4521.  TO REACH THE STATION
 AB4126'FROM THE U.S. HIGHWAY 81 OVERPASS OVER U.S. HIGHWAY 6 ON THE WEST SIDE
 AB4126'OF FAIRMONT, GO EAST ON U.S. HIGHWAY 6 FOR 1.95 MI (3.14 KM) TO AN
 AB4126'INTERSECTION, TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 3.3 MI (5.3
 AB4126'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL ROAD
 AB4126'FOR 0.45 MI (0.72 KM) TO THE APRON EDGE, AIRPORT BEACON ON LEFT AND A
 AB4126'FENCE LINE AHEAD, TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF THE
 AB4126'APRON FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT, PASS
 AB4126'THROUGH GATE AND GO WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A
 AB4126'TAXIWAY, TURN LEFT AND GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.5 MI
 AB4126'(0.8 KM) TO A CONNECTOR TAXIWAY RIGHT (LEADING TO THE APPROACH END OF
 AB4126'RUNWAY 35) AND THE STATION JUST AHEAD ON THE RIGHT.  THE STATION IS
 AB4126'64.0 FT (19.5 M) SOUTH OF THE CONNECTOR TAXIWAY CENTER, 13.5 FT (4.1
 AB4126'M) WEST OF THE WEST EDGE OF THE PARALLEL TAXIWAY, 3.2 FT (1.0 M)
 AB4126'SOUTHEAST OF A TAXIWAY MARKER, 3.0 FT (0.9 M) SOUTHWEST OF A TAXIWAY
 AB4126'MARKER AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.  THE STATION IS
 AB4126'RECESSED 7 CM BELOW THE GROUND.  NOTE--THIS STATION WAS USED AS AN
 AB4126'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4126
 AB4126                          STATION RECOVERY (1997)
 AB4126
 AB4126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4126'RECOVERED AS DESCRIBED.
 AB4126
 AB4126                          STATION RECOVERY (2000)
 AB4126
 AB4126'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4126'RECOVERED AS DESCRIBED.
 AB4126
 AB4126                          STATION RECOVERY (2007)
 AB4126
 AB4126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 AB4126'RECOVERED AS DESCRIBED.
 AB4126
 AB4126                          STATION RECOVERY (2019)
 AB4126
 AB4126'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 AB4126'TO REACH FROM THE JUNCTION OF U.S. 81 AND U.S. 6 ON THE WEST SIDE OF
 AB4126'FAIRMONT, GO EAST ON U.S. 6 APPROXIMATELY 1.95 MI (3.14 KM) TO AN
 AB4126'INTERSECTION WITH ROAD 15.  TURN RIGHT (SOUTH) AND GO APPROXIMATELY
 AB4126'3.28 MI (5.28 KM) TO A T INTERSECTION TO THE WEST.  TURN RIGHT (WEST)
 AB4126'AND GO APPROXIMATELY 0.45 MI (0.72 KM) TO THE EAST EDGE OF THE APRON.
 AB4126'TURN LEFT (SOUTH) AND GO APPROXIMATELY 0.05 MI (0.08 KM) TO THE SOUTH
 AB4126'END OF THE APRON AND A GATE.  TURN RIGHT (WEST) PASS THROUGH GATE AND
 AB4126'CONTINUE WEST ON THE APRON FOR APPROXIMATELY 0.10 MI (0.16 KM) TO THE
 AB4126'PARALLEL TAXIWAY.  TURN LEFT (SOUTH) ON THE PARALLEL TAXIWAY AND GO
 AB4126'APPROXIMATELY 0.5 MI (0.8 KM) TO A CONNECTOR TAXIWAY AND THE STATION
 AB4126'IN THE SOUTHWEST CORNER OF THE PARALLEL TAXIWAY AND THE CONNECTOR
 AB4126'TAXIWAY INTERSECTION.
 AB4126'
 AB4126'THE STATION IS 64.0 SOUTH OF THE CENTERLINE OF THE CONNECTOR TAXIWAY,
 AB4126'13.5 WEST OF THE WEST EDGE OF THE PARALLEL TAXIWAY, 3.2 SE OF A
 AB4126'TAXIWAY MARKER AND 3.0 SOUTHWEST OF TAXIWAY MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4157 ***********************************************************************
 AB4157  SACS        -  This is a Secondary Airport Control Station.
 AB4157  DESIGNATION -  FNB A
 AB4157  PID         -  AB4157
 AB4157  STATE/COUNTY-  NE/RICHARDSON
 AB4157  COUNTRY     -  US
 AB4157  USGS QUAD   -  FALLS CITY (2017)
 AB4157
 AB4157                         *CURRENT SURVEY CONTROL
 AB4157  ______________________________________________________________________
 AB4157* NAD 83(2011) POSITION- 40 05 01.38170(N) 095 35 41.76953(W)   ADJUSTED
 AB4157* NAD 83(2011) ELLIP HT-   269.034 (meters)        (06/27/12)   ADJUSTED
 AB4157* NAD 83(2011) EPOCH   -  2010.00
 AB4157* NAVD 88 ORTHO HEIGHT -   299.50  (meters)      982.6   (feet) GPS OBS
 AB4157  ______________________________________________________________________
 AB4157  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4157  GEOID HEIGHT    -        -30.353 (meters)                     GEOID96
 AB4157  GEOID HEIGHT    -        -30.456 (meters)                     GEOID18
 AB4157  NAD 83(2011) X  -   -476,451.243 (meters)                     COMP
 AB4157  NAD 83(2011) Y  - -4,863,651.915 (meters)                     COMP
 AB4157  NAD 83(2011) Z  -  4,085,275.256 (meters)                     COMP
 AB4157  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 AB4157
 AB4157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4157  Standards:
 AB4157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4157  -------------------------------------------------------------------
 AB4157  NETWORK    0.37   0.86           0.17   0.12   0.44      0.00996016
 AB4157  -------------------------------------------------------------------
 AB4157  Click here for local accuracies and other accuracy information.
 AB4157
 AB4157.This mark is at Brenner Field Airport (FNB)
 AB4157
 AB4157.The horizontal coordinates were established by GPS observations
 AB4157.and adjusted by the National Geodetic Survey in June 2012.
 AB4157
 AB4157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4157.been affixed to the stable North American tectonic plate. See 
 AB4157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4157
 AB4157.The horizontal coordinates are valid at the epoch date displayed above
 AB4157.which is a decimal equivalence of Year/Month/Day.
 AB4157
 AB4157.The orthometric height was determined by GPS observations and a
 AB4157.high-resolution geoid model.
 AB4157
 AB4157.GPS derived orthometric heights for airport stations designated as
 AB4157.PACS or SACS are published to 2 decimal places.  This maintains
 AB4157.centimeter relative accuracy between the PACS and SACS.  It does
 AB4157.not indicate centimeter accuracy relative to other marks which are
 AB4157.part of the published vertical control network.
 AB4157
 AB4157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4157.GEOID18 height accuracy estimate available here.
 AB4157
 AB4157.Click photographs - Photos may exist for this station.
 AB4157
 AB4157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4157
 AB4157.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4157
 AB4157.The ellipsoidal height was determined by GPS observations
 AB4157.and is referenced to NAD 83.
 AB4157
 AB4157. The following values were computed from the NAD 83(2011) position.
 AB4157
 AB4157;                    North         East     Units Scale Factor Converg.
 AB4157;SPC NE       -    37,370.310   875,529.284   MT  0.99996322   +2 55 09.2
 AB4157;SPC NE       -   122,605.76  2,872,465.66   sFT  0.99996322   +2 55 09.2
 AB4157;UTM  15      - 4,440,276.323   278,754.713   MT  1.00020263   -1 40 17.7
 AB4157
 AB4157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4157!SPC NE       -   0.99995780  x   0.99996322  =   0.99992102
 AB4157!UTM  15      -   0.99995780  x   1.00020263  =   1.00016042
 AB4157
 AB4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7875440276(NAD 83)
 AB4157
 AB4157                          SUPERSEDED SURVEY CONTROL
 AB4157
 AB4157  NAD 83(2007)-  40 05 01.38174(N)    095 35 41.77025(W) AD(2002.00) 0
 AB4157  ELLIP H (02/10/07)  269.047  (m)                       GP(2002.00)    
 AB4157  NAD 83(1995)-  40 05 01.38164(N)    095 35 41.77005(W) AD(       ) A
 AB4157  ELLIP H (07/10/01)  269.020  (m)                       GP(       ) 4 1
 AB4157  NAD 83(1995)-  40 05 01.38167(N)    095 35 41.76962(W) AD(       ) 1
 AB4157  ELLIP H (08/07/98)  269.124  (m)                       GP(       ) 4 1
 AB4157
 AB4157.Superseded values are not recommended for survey control.
 AB4157
 AB4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4157.See file dsdata.pdf to determine how the superseded data were derived.
 AB4157
 AB4157_MARKER: I = METAL ROD
 AB4157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4157_STAMPING: FNB A 1995
 AB4157_MARK LOGO: NGS
 AB4157_PROJECTION: FLUSH
 AB4157_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4157+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 AB4157_ROD/PIPE-DEPTH: 12.5 meters
 AB4157_SLEEVE-DEPTH  : 1 meters
 AB4157
 AB4157  HISTORY     - Date     Condition        Report By
 AB4157  HISTORY     - 1995     MONUMENTED       NGS
 AB4157  HISTORY     - 19970515 GOOD             NGS
 AB4157  HISTORY     - 20000605 GOOD             NEDR
 AB4157  HISTORY     - 20080128 GOOD             KDHE
 AB4157  HISTORY     - 20100513 GOOD             INDIV
 AB4157
 AB4157                          STATION DESCRIPTION
 AB4157
 AB4157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4157'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF SALEM, 1.2 MI
 AB4157'(1.9 KM) NORTHEAST OF FALLS CITY AND AT BRENNER FIELD AIRPORT NEAR THE
 AB4157'APPROACH END OF RUNWAY 14.  OWNERSHIP--FALLS CITY AIRPORT AUTHORITY,
 AB4157'PO BOX 414, FALLS CITY NE 68355.  AIRPORT MANAGER, PHIL CHAFFEE, PHONE
 AB4157'(402) 245-3715.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4157'HIGHWAY 73, STATE HIGHWAY 8 WEST AND 21ST STREET EAST IN FALLS CITY,
 AB4157'GO EAST ON 21ST STREET FOR 0.8 MI (1.3 KM) TO A FORK, BEAR LEFT AND GO
 AB4157'NORTH ON THE MAIN GRAVEL ROAD FOR 0.85 MI (1.37 KM) TO A ROAD LEFT,
 AB4157'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24
 AB4157'KM) TO A FORK, BEAR RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM) TO A
 AB4157'T-JUNCTION AND THE AIRPORT OFFICE ON THE LEFT, TURN LEFT AND GO WEST
 AB4157'ACROSS THE APRON, THEN ON THE CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM)
 AB4157'TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.5 MI
 AB4157'(0.8 KM) TO THE RUNWAY END AND THE STATION ON THE RIGHT.  THE STATION
 AB4157'IS ON LINE WITH THE SOUTHEAST EDGE OF THE CONCRETE TURNAROUND/HOLDING
 AB4157'AREA, 76.5 FT (23.3 M) SOUTHWEST OF A FENCE LINE, 27.4 FT (8.4 M)
 AB4157'SOUTHEAST OF A TAXIWAY MARKER, 11.0 FT (3.4 M) NORTHEAST OF THE EAST
 AB4157'CORNER OF THE CONCRETE TURNAROUND AND 10.0 FT (3.0 M) NORTHWEST OF A
 AB4157'TAXIWAY MARKER AND A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4157
 AB4157                          STATION RECOVERY (1997)
 AB4157
 AB4157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4157'RECOVERED AS DESCRIBED
 AB4157
 AB4157                          STATION RECOVERY (2000)
 AB4157
 AB4157'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4157'RECOVERED AS DESCRIBED.  NOTE--THIS STATION REPLACES BRENNER AS A CBN
 AB4157'AND PACS.  STATION BRENNER WAS DESTROYED.
 AB4157
 AB4157                          STATION RECOVERY (2008)
 AB4157
 AB4157'RECOVERY NOTE BY KANSAS DEPARTMENT OF HEALTH 2008
 AB4157'RECOVERED IN GOOD CONDITION.
 AB4157
 AB4157                          STATION RECOVERY (2010)
 AB4157
 AB4157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 AB4157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1972 ***********************************************************************
 MK1972  DESIGNATION -  FOLLEN
 MK1972  PID         -  MK1972
 MK1972  STATE/COUNTY-  NE/WASHINGTON
 MK1972  COUNTRY     -  US
 MK1972  USGS QUAD   -  BLAIR (2017)
 MK1972
 MK1972                         *CURRENT SURVEY CONTROL
 MK1972  ______________________________________________________________________
 MK1972* NAD 83(1995) POSITION- 41 37 05.25310(N) 096 12 41.92581(W)   ADJUSTED
 MK1972* NAVD 88 ORTHO HEIGHT -   406.0   (meters)     1332.    (feet) VERTCON
 MK1972  ______________________________________________________________________
 MK1972  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 MK1972  LAPLACE CORR    -         -9.00  (seconds)                    DEFLEC18
 MK1972  HORZ ORDER      -  FIRST
 MK1972
 MK1972.The horizontal coordinates were established by classical geodetic methods
 MK1972.and adjusted by the National Geodetic Survey in August 1997.
 MK1972
 MK1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1972
 MK1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1972.GEOID18 height accuracy estimate available here.
 MK1972
 MK1972.Click photographs - Photos may exist for this station.
 MK1972
 MK1972.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1972
 MK1972. The following values were computed from the NAD 83(1995) position.
 MK1972
 MK1972;                    North         East     Units Scale Factor Converg.
 MK1972;SPC NE       -   205,071.087   815,529.395   MT  0.99966051   +2 30 37.9
 MK1972;SPC NE       -   672,804.06  2,675,616.02   sFT  0.99966051   +2 30 37.9
 MK1972;UTM  14      - 4,611,134.569   732,311.315   MT  1.00026419   +1 51 09.9
 MK1972
 MK1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1972!SPC NE       -   0.99994066  x   0.99966051  =   0.99960119
 MK1972!UTM  14      -   0.99994066  x   1.00026419  =   1.00020484
 MK1972
 MK1972:                Primary Azimuth Mark                     Grid Az
 MK1972:SPC NE       -  FOLLEN AZ MK 2                           190 46 41.1
 MK1972:UTM  14      -  FOLLEN AZ MK 2                           191 26 09.1
 MK1972
 MK1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3231111134(NAD 83)
 MK1972
 MK1972|---------------------------------------------------------------------|
 MK1972| PID    Reference Object                     Distance      Geod. Az  |
 MK1972|                                                           dddmmss.s |
 MK1972| MK1973 FOLLEN RM A                          29.522 METERS 02229     |
 MK1972| MJ1330 MAGNOLIA MO VAL MACH RAD MAST       APPROX.23.8 KM 0704954.5 |
 MK1972| MK1833 MODALE MUNICIPAL TANK               APPROX.16.9 KM 0885437.8 |
 MK1972| CL6524 FOLLEN RM 1                                        1241253.5 |
 MK1972| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX.10.7 KM 1434042.5 |
 MK1972| CL6528 FOLLEN RM 5                          19.340 METERS 15507     |
 MK1972| CL6523 FOLLEN AZ MK 2                                     1931719.0 |
 MK1972| CL6525 FOLLEN RM 2                          55.780 METERS 19430     |
 MK1972| CL6526 FOLLEN RM 3                          37.996 METERS 24231     |
 MK1972| MK1977 WINSLOW ATT MW TOWER                APPROX.17.3 KM 2723734.2 |
 MK1972| CL6527 FOLLEN RM 4                          42.593 METERS 31515     |
 MK1972| MK1974 HERMAN MUNICIPAL STANDPIPE          APPROX. 5.9 KM 3540721.6 |
 MK1972|---------------------------------------------------------------------|
 MK1972
 MK1972                          SUPERSEDED SURVEY CONTROL
 MK1972
 MK1972  NAD 83(1986)-  41 37 05.25861(N)    096 12 41.92808(W) AD(       ) 1
 MK1972  NAD 27      -  41 37 05.28700(N)    096 12 40.87400(W) AD(       ) 1
 MK1972  NGVD 29 (07/19/86)  405.9    (m)         1332.     (f) VERT ANG       
 MK1972
 MK1972.Superseded values are not recommended for survey control.
 MK1972
 MK1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1972.See file dsdata.pdf to determine how the superseded data were derived.
 MK1972
 MK1972_MARKER: DS = TRIANGULATION STATION DISK
 MK1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1972_STAMPING: FOLLEN 1930
 MK1972_MARK LOGO: CGS
 MK1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1972+STABILITY: SURFACE MOTION
 MK1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1972+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1999
 MK1972
 MK1972  HISTORY     - Date     Condition        Report By
 MK1972  HISTORY     - 1930     MONUMENTED       CGS
 MK1972  HISTORY     - 1934     GOOD             CGS
 MK1972  HISTORY     - 1935     GOOD             NEGS
 MK1972  HISTORY     - 1947     GOOD             CGS
 MK1972  HISTORY     - 1948     GOOD             CGS
 MK1972  HISTORY     - 19990815 POOR             NEDR
 MK1972
 MK1972                          STATION DESCRIPTION
 MK1972
 MK1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1972'STATION IS ABOUT 6 MILES NW OF BLAIR AND 4 MILES DUE S OF HERMAN,
 MK1972'ON LAND OWNED AND OCCUPIED BY GEORGE FOLLEN.
 MK1972'
 MK1972'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1972'DISKS SET IN CONCRETE.
 MK1972'
 MK1972'REFERENCE MARK NO. 1 IS LOCATED ON THE FENCE LINE ON THE N SIDE
 MK1972'OF THE ROAD WHICH LEAVES PLEASANT VIEW SCHOOL, AND IS ABOUT
 MK1972'3/4 MILE IN A WESTERLY DIRECTION FROM THE SCHOOL.  REFERENCE
 MK1972'MARK NO. 2 IS ABOUT 1-1/4 MILES FROM THE SCHOOL ON THE S SIDE
 MK1972'OF THE ROAD, AND 20 FEET FROM THE CENTER LINE OF THE ROAD.
 MK1972'IT IS ABOUT 50 FEET E OF THE POINT WHERE THE LANE LEADS IN TO
 MK1972'GEORGE FOLLENS FARMHOUSE.
 MK1972'
 MK1972'TO REACH FROM BLAIR, FOLLOW STATE ROUTE 5, NW, 5.8 MILES TO A
 MK1972'ROAD FORK AT THE PLEASANT VIEW SCHOOL, ON THE W SIDE OF THE ROAD.
 MK1972'TAKE LEFT FORK AT THE SCHOOL, AND FOLLOW 1-1/4 MILES TO TOP OF HILL
 MK1972'WHERE A LANE LEADS TO THE RIGHT, A SHORT DISTANCE BEFORE
 MK1972'REACHING A CROSS ROAD AND POLE LINE.  THERE IS A SCATTERING
 MK1972'GROVE OF TREES WHERE THIS LANE LEAVES THE ROAD.  STATION IS IN
 MK1972'THIS GROVE 170 FEET N OF THE ROAD.
 MK1972'
 MK1972'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK1972
 MK1972                          STATION RECOVERY (1934)
 MK1972
 MK1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1972'STATION RECOVERED AS DESCRIBED.
 MK1972'
 MK1972'REFERENCE MARK NO. 2 WAS FOUND TO BE PARTLY EXPOSED, BUT WAS NOT
 MK1972'RESET.  TWO ADDITIONAL REFERENCE MARKS NOS. 3 AND 4, STANDARD
 MK1972'BRONZE DISKS SET IN CONCRETE, WERE
 MK1972'INSTALLED.  ALL OTHER MARKS IN GOOD CONDITION.  ORIGINAL
 MK1972'DESCRIPTION ADEQUATE.
 MK1972
 MK1972                          STATION RECOVERY (1935)
 MK1972
 MK1972'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1972'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  STANDARD
 MK1972'STATION DISK IN CONCRETE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MK1972'
 MK1972'STATION IS LOCATED IN SEC. 17, T 19 N, R 11 E, ON LAND OWNED BY
 MK1972'PETER FOLLEN AND OCCUPIED BY GEORGE FOLLEN, IN SCATTERED GROVE
 MK1972'OF TREES ON TOP OF FLAT-TOPPED HILL OVERLOOKING MISSOURI RIVER
 MK1972'VALLEY TO THE E, 115 FEET E OF THE W ROW OF TREES IN THE GROVE,
 MK1972'AND 38 FEET N OF WIRE FENCE ON N SIDE OF DRIVE LEADING TO FOLLEN
 MK1972'BUILDINGS.
 MK1972'
 MK1972'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE AS DESCRIBED.
 MK1972'REFERENCE MARK NO. 2 HAS BEEN EXPOSED IN ROAD DITCH WHEN ROAD WAS
 MK1972'GRADED AND WILL PROBABLY EVENTUALLY FALL INTO DITCH.  REFERENCE
 MK1972'MARK NO. 3 IS 125 FEET SW OF THE STATION, 45 FEET NE OF THE CENTER
 MK1972'LINE OF THE ROAD, AND 8 FEET W OF A FENCE CORNER ON THE W SIDE
 MK1972'OF ENTRANCE DRIVE.
 MK1972'
 MK1972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MK1972'73 IN BLAIR, GO NW 5.3 MILES ON U.S. HIGHWAY 73 (PAVED) TO PLEASANT
 MK1972'VIEW SCHOOL, THENCE NW ON WINDING ROAD ABOUT 1.3 MILES TO TOP OF
 MK1972'HILL AND LANE LEADING IN TO THE N A SHORT DISTANCE BEFORE
 MK1972'REACHING CROSS ROAD AND POLE LINE.
 MK1972
 MK1972                          STATION RECOVERY (1947)
 MK1972
 MK1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1972'THE STATION WAS RECOVERED AS DESCRIBED BY H.W.H. IN 1930 AND ALL
 MK1972'MARKS WERE FOUND IN GOOD CONDITION EXCEPT R.M. NO. 2 WHICH HAS
 MK1972'BEEN DESTROYED.  A NEW MARK R.M. NO. 5 WAS ESTABLISHED.  THE
 MK1972'DRIVEWAY LEADING TO MR. H.O ANDERSONS HOME HAS BEEN MOVED TO THE
 MK1972'FIELD ROAD MENTIONED IN THE OLD DESCRIPTION.  A COMPLETE NEW
 MK1972'DESCRIPTION FOLLOWS.  DISTANCES TO R.M. 3 AND R.M. 4 DID NOT
 MK1972'CHECK.
 MK1972'
 MK1972'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BLAIR, ABOUT 4
 MK1972'MILES SOUTH OF HERMAN, ON LAND OWNED AND OCCUPIED BY MR. H. O
 MK1972'ANDERSON.  IT IS 141 FEET NORTHEAST OF A FENCE CORNER IN THE
 MK1972'NORTHWEST CORNER OF THE JUNCTION OF THE LANE WITH THE MAIN ROAD,
 MK1972'AND 44 FEET NORTH OF THE CENTERLINE OF THE LANE.  THE DISK IS
 MK1972'STAMPED FOLLEN 1930 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS APPROXIMATELY 0.5 MILE
 MK1972'EAST-SOUTHEAST OF THE STATION, 29 FEET NORTH OF THE CENTERLINE
 MK1972'OF THE ROAD, AND 2 FEET WEST-NORTHWEST OF A WITNESS POST.  THE
 MK1972'DISK IS STAMPED FOLLEN NO 1 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 3 IS 124.63 FEET WEST-SOUTHWEST OF THE STATION,
 MK1972'47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19 FEET NORTH OF A
 MK1972'FENCE CORNER, AND 18 FEET WEST OF THE CENTERLINE OF THE LANE.
 MK1972'THE DISK IS STAMPED FOLLEN NO 3 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 4 IS 139.77 FEET WEST-NORTHWEST OF THE STATION,
 MK1972'AND 75 FEET EAST-NORTHEAST OF A POWER POLE.  THE DISK IS STAMPED
 MK1972'FOLLEN NO 4 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 5 IS 63.48 FEET SOUTHEAST OF THE STATION,
 MK1972'16 FEET SOUTH OF THE CENTERLINE OF THE LANE, AND 2 FEET WEST
 MK1972'OF A TELEPHONE POLE.  THE DISK IS STAMPED FOLLEN NO 5 1947 AND
 MK1972'PROJECTS 4 INCHES.
 MK1972'
 MK1972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND
 MK1972'30 IN BLAIR, GO NORTH ON U.S. HIGHWAY 73 FOR 5.6 MILES TO A
 MK1972'DIRT ROAD LEFT, JUST BEYOND THE PLEASANT VIEW SCHOOL.  BEAR LEFT,
 MK1972'ON THE DIRT ROAD, AND GO 1.3 MILES TO A SIDE ROAD RIGHT JUST
 MK1972'BEYOND A CLUMP OF BUSHES.  TURN SHARP RIGHT INTO THE LANE AND GO
 MK1972'ABOUT 150 FEET TO THE STATION ON THE LEFT.  THE AZIMUTH MARK
 MK1972'IS ON THE RIGHT, 0.5 MILE BEFORE REACHING THE STATION.
 MK1972'
 MK1972'A 90 FOOT SIGNAL AT MONDAMIN CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 90 FOOT SIGNAL AT CLAY CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 90 FOOT SIGNAL AT MODALE CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT TYSON CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT VALLEY 1934 CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 77 FOOT TOWER AT HARRIS CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT CONNER CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT BLAIR 2 CAN BE SEEN FROM THE GROUND.
 MK1972
 MK1972                          STATION RECOVERY (1948)
 MK1972
 MK1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1972'THE STATION WAS RECOVERED AS DESCRIBED BY G.L.S. IN 1947 AND
 MK1972'ALL MARKS WERE IN GOOD CONDITION.  MEASUREMENTS TO MARKS WERE
 MK1972'CHECKED AND FOUND TO BE CORRECT.
 MK1972'
 MK1972'THE 1947 DESCRIPTION IS ADEQUATE.
 MK1972
 MK1972                          STATION RECOVERY (1999)
 MK1972
 MK1972'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 MK1972'THE SURFACE STATION MARK WAS FOUND LEANING NORTH AND HAS BEEN
 MK1972'DISTURBED.  FOUND REFERENCE MARKS 3 AND 5 GOOD CONDITION.  REFERENCE
 MK1972'MARK 4 NOT FOUND AFTER A QUICK VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1973 ***********************************************************************
 MK1973  DESIGNATION -  FOLLEN RM A
 MK1973  PID         -  MK1973
 MK1973  STATE/COUNTY-  NE/WASHINGTON
 MK1973  COUNTRY     -  US
 MK1973  USGS QUAD   -  BLAIR (2017)
 MK1973
 MK1973                         *CURRENT SURVEY CONTROL
 MK1973  ______________________________________________________________________
 MK1973* NAD 83(1995) POSITION- 41 37 06.13732(N) 096 12 41.43829(W)   ADJUSTED
 MK1973* NAVD 88 ORTHO HEIGHT -   404.8   (meters)     1328.    (feet) VERTCON
 MK1973  ______________________________________________________________________
 MK1973  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 MK1973  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 MK1973  HORZ ORDER      -  FIRST
 MK1973
 MK1973.The horizontal coordinates were established by classical geodetic methods
 MK1973.and adjusted by the National Geodetic Survey in August 1997.
 MK1973
 MK1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1973
 MK1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1973.GEOID18 height accuracy estimate available here.
 MK1973
 MK1973.Click photographs - Photos may exist for this station.
 MK1973
 MK1973.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1973
 MK1973. The following values were computed from the NAD 83(1995) position.
 MK1973
 MK1973;                    North         East     Units Scale Factor Converg.
 MK1973;SPC NE       -   205,098.825   815,539.473   MT  0.99966052   +2 30 38.2
 MK1973;SPC NE       -   672,895.06  2,675,649.09   sFT  0.99966052   +2 30 38.2
 MK1973;UTM  14      - 4,611,162.206   732,321.717   MT  1.00026425   +1 51 10.2
 MK1973
 MK1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1973!SPC NE       -   0.99994085  x   0.99966052  =   0.99960139
 MK1973!UTM  14      -   0.99994085  x   1.00026425  =   1.00020509
 MK1973
 MK1973:                Primary Azimuth Mark                     Grid Az
 MK1973:SPC NE       -  RUWE                                     263 24 07.7
 MK1973:UTM  14      -  RUWE                                     264 03 35.7
 MK1973
 MK1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3232111162(NAD 83)
 MK1973
 MK1973|---------------------------------------------------------------------|
 MK1973| PID    Reference Object                     Distance      Geod. Az  |
 MK1973|                                                           dddmmss.s |
 MK1973| MJ1330 MAGNOLIA MO VAL MACH RAD MAST       APPROX.23.8 KM 0705306.2 |
 MK1973| MK1972 FOLLEN                               29.526 METERS 20229     |
 MK1973| MK1976 RUWE                                APPROX.16.1 KM 2655445.9 |
 MK1973| MK1977 WINSLOW ATT MW TOWER                APPROX.17.3 KM 2723203.2 |
 MK1973|---------------------------------------------------------------------|
 MK1973
 MK1973                          SUPERSEDED SURVEY CONTROL
 MK1973
 MK1973  NAD 83(1986)-  41 37 06.14295(N)    096 12 41.44049(W) AD(       ) 1
 MK1973  NAD 27      -  41 37 06.17123(N)    096 12 40.38653(W) AD(       ) 1
 MK1973  NGVD 29 (07/19/86)  404.7    (m)         1328.     (f) VERT ANG       
 MK1973
 MK1973.Superseded values are not recommended for survey control.
 MK1973
 MK1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1973.See file dsdata.pdf to determine how the superseded data were derived.
 MK1973
 MK1973_MARKER: DS = TRIANGULATION STATION DISK
 MK1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1973_STAMPING: FOLLEN RM A 1968
 MK1973_MARK LOGO: CGS
 MK1973_PROJECTION: FLUSH
 MK1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1973+STABILITY: SURFACE MOTION
 MK1973
 MK1973  HISTORY     - Date     Condition        Report By
 MK1973  HISTORY     - 1968     MONUMENTED       CGS
 MK1973
 MK1973                          STATION DESCRIPTION
 MK1973
 MK1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1973'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BLAIR, 4 MILES
 MK1973'SOUTH OF HERMAN AND ON PROPERTY OWNED BY MR. H.O. ANDERSON.
 MK1973'
 MK1973'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK STAMPED
 MK1973'FOLLEN RM A 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK1973'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT
 MK1973'IS III FEET NORTH-NORTHWEST OF A FENCE CORNER, 2.5 FEET SOUTH OF
 MK1973'A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET SOUTH OF A FENCE.
 MK1973'
 MK1973'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FOLLEN 1930,
 MK1973'THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED.
 MK1973'
 MK1973'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR FOLLEN
 MK1973'1930.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0654 ***********************************************************************
 NP0654  DESIGNATION -  FONDNESS
 NP0654  PID         -  NP0654
 NP0654  STATE/COUNTY-  NE/BOX BUTTE
 NP0654  COUNTRY     -  US
 NP0654  USGS QUAD   -  BOX BUTTE SW (2017)
 NP0654
 NP0654                         *CURRENT SURVEY CONTROL
 NP0654  ______________________________________________________________________
 NP0654* NAD 83(1995) POSITION- 42 15 02.45697(N) 102 56 41.59851(W)   ADJUSTED
 NP0654* NAVD 88 ORTHO HEIGHT -  1256.    (meters)     4121.    (feet) SCALED
 NP0654  ______________________________________________________________________
 NP0654  GEOID HEIGHT    -        -18.437 (meters)                     GEOID18
 NP0654  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 NP0654  HORZ ORDER      -  FIRST
 NP0654
 NP0654.The horizontal coordinates were established by classical geodetic methods
 NP0654.and adjusted by the National Geodetic Survey in August 1997.
 NP0654
 NP0654.The orthometric height was scaled from a topographic map.
 NP0654
 NP0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0654.GEOID18 height accuracy estimate available here.
 NP0654
 NP0654.Click photographs - Photos may exist for this station.
 NP0654
 NP0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0654
 NP0654. The following values were computed from the NAD 83(1995) position.
 NP0654
 NP0654;                    North         East     Units Scale Factor Converg.
 NP0654;SPC NE       -   272,532.303   257,083.123   MT  0.99974307   -1 57 05.6
 NP0654;SPC NE       -   894,133.06    843,446.88   sFT  0.99974307   -1 57 05.6
 NP0654;UTM  13      - 4,679,654.612   669,533.352   MT  0.99995365   +1 22 55.7
 NP0654
 NP0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0654!SPC NE       -   0.99980600  x   0.99974307  =   0.99954912
 NP0654!UTM  13      -   0.99980600  x   0.99995365  =   0.99975966
 NP0654
 NP0654:                Primary Azimuth Mark                     Grid Az
 NP0654:SPC NE       -  FONDNESS AZ MK                           096 36 09.4
 NP0654:UTM  13      -  FONDNESS AZ MK                           093 16 08.1
 NP0654
 NP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6953379654(NAD 83)
 NP0654
 NP0654|---------------------------------------------------------------------|
 NP0654| PID    Reference Object                     Distance      Geod. Az  |
 NP0654|                                                           dddmmss.s |
 NP0654| CQ3762 FONDNESS RM 1                        27.264 METERS 03616     |
 NP0654| CQ3761 FONDNESS AZ MK                                     0943903.8 |
 NP0654| CQ3763 FONDNESS RM 2                        21.255 METERS 12521     |
 NP0654|---------------------------------------------------------------------|
 NP0654
 NP0654                          SUPERSEDED SURVEY CONTROL
 NP0654
 NP0654  NAD 83(1993)-  42 15 02.45681(N)    102 56 41.59829(W) AD(       ) 1
 NP0654  NAD 83(1986)-  42 15 02.45452(N)    102 56 41.59558(W) AD(       ) 1
 NP0654  NAD 27      -  42 15 02.59000(N)    102 56 39.87700(W) AD(       ) 1
 NP0654
 NP0654.Superseded values are not recommended for survey control.
 NP0654
 NP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0654.See file dsdata.pdf to determine how the superseded data were derived.
 NP0654
 NP0654_MARKER: DS = TRIANGULATION STATION DISK
 NP0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0654_STAMPING: FONDNESS 1946
 NP0654_MARK LOGO: CGS
 NP0654_PROJECTION: FLUSH
 NP0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0654+STABILITY: SURFACE MOTION
 NP0654
 NP0654  HISTORY     - Date     Condition        Report By
 NP0654  HISTORY     - 1946     MONUMENTED       CGS
 NP0654
 NP0654                          STATION DESCRIPTION
 NP0654
 NP0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0654'LOCATED ABOUT 11 MILES, AIRLINE, NORTH-NORTHWEST OF ALLIANCE,
 NP0654'8.25 MILES, AIRLINE, SOUTHEAST OF HEMINGFORD AND 3.5 MILES,
 NP0654'AIRLINE, NORTHEAST OF BEREA, IN THE SOUTHEAST CORNER OF A BARNYARD
 NP0654'OWNED BY MR. WALTER FONDNESS.  IT IS 126 FEET SOUTHEAST OF THE
 NP0654'SOUTHEAST CORNER OF THE BARN, 12 FEET NORTH OF THE EAST-WEST
 NP0654'FENCE LINE AND 11 FEET WEST OF THE NORTH-SOUTH FENCE LINE.  IT
 NP0654'IS STAMPED FONDNESS 1946 AND IS FLUSH WITH THE GROUND.
 NP0654'
 NP0654'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE
 NP0654'AND 29 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.  IT IS
 NP0654'STAMPED FONDNESS NO 1 1946 AND PROJECTS 1 FOOT.
 NP0654'
 NP0654'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE
 NP0654'LINE AND 30 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.  IT IS
 NP0654'STAMPED FONDNESS NO 2 1946 AND PROJECTS 10 INCHES.
 NP0654'
 NP0654'THE AZIMUTH MARK IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, 9
 NP0654'FEET WEST OF THE FENCE CORNER AND 33.5 FEET NORTH OF THE CENTER
 NP0654'LINE OF A DIRT ROAD.  IT IS STAMPED FONDNESS 1946 AND PROJECTS 10
 NP0654'INCHES.
 NP0654'
 NP0654'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 19 AT THE EAST
 NP0654'EDGE OF ALLIANCE--GO NORTH ON STATE HIGHWAY 19 FOR 10.9 MILES TO
 NP0654'A CROSSROAD AND A LONE MAILBOX ON THE RIGHT.  TURN LEFT, WEST,
 NP0654'AND GO 4.2 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.05
 NP0654'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NP0654'
 NP0654'THE AZIMUTH MARK IS ON THE RIGHT SIDE OF THE ROAD, 0.3 MILE BEFORE
 NP0654'REACHING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0470 ***********************************************************************
 LJ0470  DESIGNATION -  FORK
 LJ0470  PID         -  LJ0470
 LJ0470  STATE/COUNTY-  NE/LINCOLN
 LJ0470  COUNTRY     -  US
 LJ0470  USGS QUAD   -  WELLFLEET SE (2017)
 LJ0470
 LJ0470                         *CURRENT SURVEY CONTROL
 LJ0470  ______________________________________________________________________
 LJ0470* NAD 83(1995) POSITION- 40 48 30.14425(N) 100 35 29.48926(W)   ADJUSTED
 LJ0470* NAVD 88 ORTHO HEIGHT -   910.80  (+/-2cm)     2988.2   (feet) VERTCON
 LJ0470  ______________________________________________________________________
 LJ0470  GEOID HEIGHT    -        -22.872 (meters)                     GEOID18
 LJ0470  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LJ0470  HORZ ORDER      -  THIRD
 LJ0470  VERT ORDER      -  THIRD ? (See Below)
 LJ0470
 LJ0470.The horizontal coordinates were established by classical geodetic methods
 LJ0470.and adjusted by the National Geodetic Survey in August 1997.
 LJ0470
 LJ0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0470
 LJ0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0470.GEOID18 height accuracy estimate available here.
 LJ0470
 LJ0470.The vertical order pertains to the NGVD 29 superseded value.
 LJ0470
 LJ0470.Click photographs - Photos may exist for this station.
 LJ0470
 LJ0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0470
 LJ0470. The following values were computed from the NAD 83(1995) position.
 LJ0470
 LJ0470;                    North         East     Units Scale Factor Converg.
 LJ0470;SPC NE       -   108,427.174   450,101.852   MT  0.99973213   -0 23 31.2
 LJ0470;SPC NE       -   355,731.49  1,476,709.16   sFT  0.99973213   -0 23 31.2
 LJ0470;UTM  14      - 4,518,703.662   365,760.869   MT  0.99982180   -1 02 25.0
 LJ0470
 LJ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0470!SPC NE       -   0.99986074  x   0.99973213  =   0.99959290
 LJ0470!UTM  14      -   0.99986074  x   0.99982180  =   0.99968256
 LJ0470
 LJ0470:                Primary Azimuth Mark                     Grid Az
 LJ0470:SPC NE       -  FORK AZ MK                               179 56 41.4
 LJ0470:UTM  14      -  FORK AZ MK                               180 35 35.2
 LJ0470
 LJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6576018703(NAD 83)
 LJ0470
 LJ0470|---------------------------------------------------------------------|
 LJ0470| PID    Reference Object                     Distance      Geod. Az  |
 LJ0470|                                                           dddmmss.s |
 LJ0470| CN9317 FORK RM 1                            16.468 METERS 11134     |
 LJ0470| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.20.9 KM 1284837.5 |
 LJ0470| CN9316 FORK AZ MK                                         1793310.2 |
 LJ0470| CN9318 FORK RM 2                            12.871 METERS 19345     |
 LJ0470|---------------------------------------------------------------------|
 LJ0470
 LJ0470                          SUPERSEDED SURVEY CONTROL
 LJ0470
 LJ0470  NAD 83(1986)-  40 48 30.14925(N)    100 35 29.49680(W) AD(       ) 3
 LJ0470  NAD 27      -  40 48 30.13013(N)    100 35 27.97753(W) AD(       ) 3
 LJ0470  NGVD 29             910.44   (m)         2987.0    (f) LEVELING    3  
 LJ0470
 LJ0470.Superseded values are not recommended for survey control.
 LJ0470
 LJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0470.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0470
 LJ0470_MARKER: DS = TRIANGULATION STATION DISK
 LJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0470_STAMPING: FORK 1951
 LJ0470_MARK LOGO: CGS
 LJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0470+STABILITY: SURFACE MOTION
 LJ0470
 LJ0470  HISTORY     - Date     Condition        Report By
 LJ0470  HISTORY     - 1951     MONUMENTED       CGS
 LJ0470
 LJ0470                          STATION DESCRIPTION
 LJ0470
 LJ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0470'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH-NORTHEAST OF
 LJ0470'MAYWOOD AND ABOUT 9.0 MILES NORTHEAST OF WELLFLEET IN THE SOUTH
 LJ0470'EDGE OF A CULTIVATED FIELD, 30 FEET NORTHWEST OF THE CENTER
 LJ0470'OF A NORTHEAST-SOUTHWEST ROAD AND 4 FEET WEST OF A WITNESS POST.
 LJ0470'IT IS STAMPED FORK 1951 AND PROJECTS 2 INCHES.
 LJ0470'
 LJ0470'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 24 FEET
 LJ0470'SOUTHEAST OF THE CENTER OF ROAD.  IT IS STAMPED FORK NO 1
 LJ0470'1951 AND PROJECTS 3 INCHES.
 LJ0470'
 LJ0470'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 19 FEET
 LJ0470'NORTHWEST OF THE CENTER OF ROAD.  IT IS STAMPED FORK NO 2 1951
 LJ0470'AND PROJECTS 2 INCHES.
 LJ0470'
 LJ0470'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 63.88 FEET.
 LJ0470'
 LJ0470'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST OF THE
 LJ0470'CENTER OF A NORTH-SOUTH ROAD AND 2 FEET NORTHEAST OF A WITNESS
 LJ0470'POST.  IT IS STAMPED FORK 1951 AND PROJECTS 4 INCHES.
 LJ0470'
 LJ0470'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK SOUTH OF THE
 LJ0470'POST OFFICE IN MAYWOOD, GO EAST AND NORTH ON U.S. HIGHWAY
 LJ0470'83 FOR 7.6 MILES TO A POINT WHERE HIGHWAY CURVES WEST, CONTINUE
 LJ0470'STRAIGHT AHEAD NORTH ON DIRT ROAD FOR 1.0 MILE TO A T ROAD
 LJ0470'RIGHT, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A T ROAD LEFT.
 LJ0470'TURN LEFT AND GO NORTH FOR 0.3 MILE TO A FORK JUST AFTER
 LJ0470'CROSSING CATTLE GUARD NORTHEAST OF FARMHOUSE, TAKE LEFT FORK
 LJ0470'AND GO NORTH ON TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT
 LJ0470'FORK AND CONTINUE NORTH FOR 0.3 MILE TO A FORK, TAKE LEFT
 LJ0470'FORK AND CONTINUE NORTH FOR 1.1 MILES TO A T ROAD RIGHT.  TURN
 LJ0470'RIGHT AND GO EAST FOR 0.9 MILE TO A T INTERSECTION, TURN LEFT
 LJ0470'AND GO NORTH ON DIRT ROAD FOR 0.05 MILE TO AZIMUTH MARK ON LEFT
 LJ0470'AS DESCRIBED, CONTINUE NORTH AND NORTHEAST ON DIRT ROAD FOR 0.7
 LJ0470'MILE TO STATION ON LEFT AS DESCRIBED.
 LJ0470'
 LJ0470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0403 ***********************************************************************
 NO0403  DESIGNATION -  FORT
 NO0403  PID         -  NO0403
 NO0403  STATE/COUNTY-  NE/CHERRY
 NO0403  COUNTRY     -  US
 NO0403  USGS QUAD   -  CORNELL DAM (2017)
 NO0403
 NO0403                         *CURRENT SURVEY CONTROL
 NO0403  ______________________________________________________________________
 NO0403* NAD 83(1995) POSITION- 42 54 21.77695(N) 100 28 29.38374(W)   ADJUSTED
 NO0403* NAVD 88 ORTHO HEIGHT -   813.    (meters)     2667.    (feet) SCALED
 NO0403  ______________________________________________________________________
 NO0403  GEOID HEIGHT    -        -22.161 (meters)                     GEOID18
 NO0403  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 NO0403  HORZ ORDER      -  SECOND
 NO0403
 NO0403.The horizontal coordinates were established by classical geodetic methods
 NO0403.and adjusted by the National Geodetic Survey in August 1997.
 NO0403
 NO0403.The orthometric height was scaled from a topographic map.
 NO0403
 NO0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0403.GEOID18 height accuracy estimate available here.
 NO0403
 NO0403.Click photographs - Photos may exist for this station.
 NO0403
 NO0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0403
 NO0403. The following values were computed from the NAD 83(1995) position.
 NO0403
 NO0403;                    North         East     Units Scale Factor Converg.
 NO0403;SPC NE       -   341,290.767   461,224.874   MT  0.99995825   -0 18 52.8
 NO0403;SPC NE       - 1,119,718.12  1,513,201.94   sFT  0.99995825   -0 18 52.8
 NO0403;SPC SD S     -    63,634.082   588,444.954   MT  0.99998358   -0 05 51.4
 NO0403;SPC SD S     -   208,772.82  1,930,589.82   sFT  0.99998358   -0 05 51.4
 NO0403;UTM  14      - 4,751,436.831   379,605.148   MT  0.99977832   -1 00 15.1
 NO0403
 NO0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0403!SPC NE       -   0.99987595  x   0.99995825  =   0.99983420
 NO0403!SPC SD S     -   0.99987595  x   0.99998358  =   0.99985953
 NO0403!UTM  14      -   0.99987595  x   0.99977832  =   0.99965429
 NO0403
 NO0403:                Primary Azimuth Mark                     Grid Az
 NO0403:SPC NE       -  X 20                                     232 07 00.0
 NO0403:SPC SD S     -  X 20                                     231 53 58.6
 NO0403:UTM  14      -  X 20                                     232 48 22.3
 NO0403
 NO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7960551436(NAD 83)
 NO0403
 NO0403|---------------------------------------------------------------------|
 NO0403| PID    Reference Object                     Distance      Geod. Az  |
 NO0403|                                                           dddmmss.s |
 NO0403| CO3113 FORT RM 1                             8.016 METERS 22608     |
 NO0403| NO0122 X 20                                               2314807.2 |
 NO0403| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX. 6.1 KM 2432423.6 |
 NO0403| CO3114 FORT RM 2                            18.242 METERS 34005     |
 NO0403|---------------------------------------------------------------------|
 NO0403
 NO0403                          SUPERSEDED SURVEY CONTROL
 NO0403
 NO0403  NAD 83(1986)-  42 54 21.77846(N)    100 28 29.39583(W) AD(       ) 2
 NO0403  NAD 27      -  42 54 21.74700(N)    100 28 27.92600(W) AD(       ) 2
 NO0403
 NO0403.Superseded values are not recommended for survey control.
 NO0403
 NO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0403.See file dsdata.pdf to determine how the superseded data were derived.
 NO0403
 NO0403_MARKER: DS = TRIANGULATION STATION DISK
 NO0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0403_STAMPING: FORT 1949
 NO0403_MARK LOGO: CGS
 NO0403_PROJECTION: FLUSH
 NO0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0403+STABILITY: SURFACE MOTION
 NO0403
 NO0403  HISTORY     - Date     Condition        Report By
 NO0403  HISTORY     - 1949     MONUMENTED       CGS
 NO0403
 NO0403                          STATION DESCRIPTION
 NO0403
 NO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0403'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 2-1/2 MILES
 NO0403'NORTH OF VALENTINE, 3/4 MILE NORTH OF FORT NIOBRARA AND 1/4
 NO0403'MILE NORTH OF THE NIOBRARA RIVER ON THE HIGH POINT OF THE
 NO0403'BLUFF OVERLOOKING THE RIVER TO THE WEST AND SOUTH AND ON
 NO0403'LAND OWNED BY THE FORT NIOBRARA NATIONAL WILDLIFE REFUGE.
 NO0403'IT IS 22-1/2 FEET NORTHEAST OF WITNESS POST AND 22-1/2 FEET EAST
 NO0403'OF TRIANGULAR BLAZED 8 INCH PINE TREE.  IT IS STAMPED FORT
 NO0403'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0403'
 NO0403'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET ON THE
 NO0403'WEST SLOPE OF THE BLUFF AND ABOUT 2 FEET HIGHER IN ELEVATION
 NO0403'THAN THE STATION MARK.  IT IS STAMPED FORT NO 1 1949 AND PROJECTS
 NO0403'5 INCHES.
 NO0403'
 NO0403'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 NO0403'ON THE NORTH SLOPE OF THE BLUFF ABOUT 10 FEET WEST OF THE WEST
 NO0403'EDGE OF FIELD.  IT IS STAMPED FORT NO 2 1949 AND PROJECTS 3 INCHES.
 NO0403'
 NO0403'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0403'IS 74.53 FEET.
 NO0403'
 NO0403'BENCH MARK X 20 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT 2-1/2
 NO0403'MILES SOUTHWEST OF THE STATION, 30 FEET NORTH OF THE CENTER OF
 NO0403'STATE ROUTE NO 7, 3 FEET NORTH OF WITNESS POST AND 3-1/2 FEET
 NO0403'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED X 20 1933,
 NO0403'AND PROJECTS 8 INCHES.
 NO0403'
 NO0403'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO NORTH
 NO0403'AND EAST ON STATE ROUTE NO 7 FOR 2.1 MILES TO BENCH MARK X 20
 NO0403'ON THE NORTH SIDE AS DESCRIBED, CONTINUE EAST ON STATE ROUTE
 NO0403'NO 7 FOR 2.6 MILES TO BRIDGE ACROSS THE NIOBRARA RIVER, LEAVE
 NO0403'HIGHWAY AND CONTINUE NORTH OVER BRIDGE ACROSS MINICHADUZA
 NO0403'CREEK AND UP HILL FOR 0.95 MILE TO GATE ON THE RIGHT, PASS
 NO0403'THROUGH GATE, TURN RIGHT ALONG EAST SIDE OF FENCE LINE AND GO
 NO0403'SOUTH, EAST AND SOUTHEAST ALONG FENCE LINE AND AROUND THE
 NO0403'NORTH EDGE OF RAVINE FOR 0.6 MILE TO THE STATION AS
 NO0403'DESCRIBED.
 NO0403'
 NO0403'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1261 ***********************************************************************
 MJ1261  DESIGNATION -  FORT OMAHA STA WVU N RAD MAST
 MJ1261  PID         -  MJ1261
 MJ1261  STATE/COUNTY-  NE/DOUGLAS
 MJ1261  COUNTRY     -  US
 MJ1261  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1261
 MJ1261                         *CURRENT SURVEY CONTROL
 MJ1261  ______________________________________________________________________
 MJ1261* NAD 83(1995) POSITION- 41 18 42.24968(N) 095 57 39.36912(W)   ADJUSTED
 MJ1261  ______________________________________________________________________
 MJ1261  GEOID HEIGHT    -        -27.765 (meters)                     GEOID18
 MJ1261  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 MJ1261  HORZ ORDER      -  THIRD
 MJ1261
 MJ1261.The horizontal coordinates were established by classical geodetic methods
 MJ1261.and adjusted by the National Geodetic Survey in August 1997.
 MJ1261
 MJ1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1261.GEOID18 height accuracy estimate available here.
 MJ1261
 MJ1261.Click photographs - Photos may exist for this station.
 MJ1261
 MJ1261.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1261
 MJ1261. The following values were computed from the NAD 83(1995) position.
 MJ1261
 MJ1261;                    North         East     Units Scale Factor Converg.
 MJ1261;SPC NE       -   172,036.442   837,984.740   MT  0.99966431   +2 40 36.0
 MJ1261;SPC NE       -   564,422.89  2,749,288.27   sFT  0.99966431   +2 40 36.0
 MJ1261;UTM  15      - 4,577,593.560   252,143.363   MT  1.00035612   -1 57 20.4
 MJ1261;UTM  14      - 4,577,819.856   754,397.452   MT  1.00039655   +2 00 26.4
 MJ1261
 MJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5214377593(NAD 83)
 MJ1261
 MJ1261                          SUPERSEDED SURVEY CONTROL
 MJ1261
 MJ1261  NAD 83(1986)-  41 18 42.25815(N)    095 57 39.36963(W) AD(       ) 3
 MJ1261  NAD 27      -  41 18 42.26700(N)    095 57 38.31700(W) AD(       ) 3
 MJ1261
 MJ1261.Superseded values are not recommended for survey control.
 MJ1261
 MJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1261.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1261
 MJ1261_MARKER: 42 = RADIO/TV MAST
 MJ1261
 MJ1261  HISTORY     - Date     Condition        Report By
 MJ1261  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1261  HISTORY     - 1942     GOOD             CGS
 MJ1261
 MJ1261                          STATION DESCRIPTION
 MJ1261
 MJ1261'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1275 ***********************************************************************
 MJ1275  DESIGNATION -  FORT OMAHA STA WVU S RAD MAST
 MJ1275  PID         -  MJ1275
 MJ1275  STATE/COUNTY-  NE/DOUGLAS
 MJ1275  COUNTRY     -  US
 MJ1275  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1275
 MJ1275                         *CURRENT SURVEY CONTROL
 MJ1275  ______________________________________________________________________
 MJ1275* NAD 83(1995) POSITION- 41 18 38.30306(N) 095 57 39.78268(W)   ADJUSTED
 MJ1275  ______________________________________________________________________
 MJ1275  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 MJ1275  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 MJ1275  HORZ ORDER      -  THIRD
 MJ1275
 MJ1275.The horizontal coordinates were established by classical geodetic methods
 MJ1275.and adjusted by the National Geodetic Survey in August 1997.
 MJ1275
 MJ1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1275.GEOID18 height accuracy estimate available here.
 MJ1275
 MJ1275.Click photographs - Photos may exist for this station.
 MJ1275
 MJ1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1275
 MJ1275. The following values were computed from the NAD 83(1995) position.
 MJ1275
 MJ1275;                    North         East     Units Scale Factor Converg.
 MJ1275;SPC NE       -   171,914.414   837,980.818   MT  0.99966437   +2 40 35.8
 MJ1275;SPC NE       -   564,022.54  2,749,275.40   sFT  0.99966437   +2 40 35.8
 MJ1275;UTM  15      - 4,577,472.163   252,129.589   MT  1.00035620   -1 57 20.5
 MJ1275;UTM  14      - 4,577,697.792   754,392.101   MT  1.00039652   +2 00 26.0
 MJ1275
 MJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5212977472(NAD 83)
 MJ1275
 MJ1275                          SUPERSEDED SURVEY CONTROL
 MJ1275
 MJ1275  NAD 83(1986)-  41 18 38.31154(N)    095 57 39.78320(W) AD(       ) 3
 MJ1275  NAD 27      -  41 18 38.32000(N)    095 57 38.73100(W) AD(       ) 3
 MJ1275
 MJ1275.Superseded values are not recommended for survey control.
 MJ1275
 MJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1275.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1275
 MJ1275_MARKER: 42 = RADIO/TV MAST
 MJ1275
 MJ1275  HISTORY     - Date     Condition        Report By
 MJ1275  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1275
 MJ1275                          STATION DESCRIPTION
 MJ1275
 MJ1275'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0594 ***********************************************************************
 NP0594  DESIGNATION -  FRANK
 NP0594  PID         -  NP0594
 NP0594  STATE/COUNTY-  NE/SHERIDAN
 NP0594  COUNTRY     -  US
 NP0594  USGS QUAD   -  RUSHVILLE NE (2017)
 NP0594
 NP0594                         *CURRENT SURVEY CONTROL
 NP0594  ______________________________________________________________________
 NP0594* NAD 83(1995) POSITION- 42 38 43.45897(N) 102 17 32.23169(W)   ADJUSTED
 NP0594* NAVD 88 ORTHO HEIGHT -  1112.4   (meters)     3650.    (feet) VERTCON
 NP0594  ______________________________________________________________________
 NP0594  GEOID HEIGHT    -        -18.257 (meters)                     GEOID18
 NP0594  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 NP0594  HORZ ORDER      -  SECOND
 NP0594
 NP0594.The horizontal coordinates were established by classical geodetic methods
 NP0594.and adjusted by the National Geodetic Survey in August 1997.
 NP0594
 NP0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0594
 NP0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0594.GEOID18 height accuracy estimate available here.
 NP0594
 NP0594.Click photographs - Photos may exist for this station.
 NP0594
 NP0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0594
 NP0594. The following values were computed from the NAD 83(1995) position.
 NP0594
 NP0594;                    North         East     Units Scale Factor Converg.
 NP0594;SPC NE       -   314,724.069   312,062.435   MT  0.99985678   -1 31 08.7
 NP0594;SPC NE       - 1,032,557.22  1,023,824.84   sFT  0.99985678   -1 31 08.7
 NP0594;UTM  13      - 4,724,993.577   721,973.052   MT  1.00020624   +1 50 06.4
 NP0594
 NP0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0594!SPC NE       -   0.99982844  x   0.99985678  =   0.99968524
 NP0594!UTM  13      -   0.99982844  x   1.00020624  =   1.00003464
 NP0594
 NP0594:                Primary Azimuth Mark                     Grid Az
 NP0594:SPC NE       -  FRANK AZ MK                              271 02 12.2
 NP0594:UTM  13      -  FRANK AZ MK                              267 40 57.1
 NP0594
 NP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2197324993(NAD 83)
 NP0594
 NP0594|---------------------------------------------------------------------|
 NP0594| PID    Reference Object                     Distance      Geod. Az  |
 NP0594|                                                           dddmmss.s |
 NP0594| CQ3794 FRANK RM 2                           13.365 METERS 09057     |
 NP0594| CQ3793 FRANK RM 1                           11.535 METERS 26751     |
 NP0594| CQ3792 FRANK AZ MK                                        2693103.5 |
 NP0594|---------------------------------------------------------------------|
 NP0594
 NP0594                          SUPERSEDED SURVEY CONTROL
 NP0594
 NP0594  NAD 83(1993)-  42 38 43.45835(N)    102 17 32.23206(W) AD(       ) 2
 NP0594  NAD 83(1986)-  42 38 43.44897(N)    102 17 32.23346(W) AD(       ) 2
 NP0594  NAD 27      -  42 38 43.45829(N)    102 17 30.60432(W) AD(       ) 2
 NP0594  NGVD 29 (07/19/86) 1111.9    (m)         3648.     (f) VERT ANG       
 NP0594
 NP0594.Superseded values are not recommended for survey control.
 NP0594
 NP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0594.See file dsdata.pdf to determine how the superseded data were derived.
 NP0594
 NP0594_MARKER: DD = SURVEY DISK
 NP0594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0594+WITH SETTING: INFORMATION.
 NP0594_STAMPING: FRANK ET 1968
 NP0594_MARK LOGO: USGS
 NP0594_PROJECTION: FLUSH
 NP0594_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0594
 NP0594  HISTORY     - Date     Condition        Report By
 NP0594  HISTORY     - 1968     MONUMENTED       USGS
 NP0594
 NP0594                          STATION DESCRIPTION
 NP0594
 NP0594'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0594'THE STATION IS ABOUT 10.8 MI S. AND 4.4 MI W. OF GORDON,
 NP0594'NEAR THE QUARTER COR. BETWEEN SECS. 19 AND 30, T. 31 N., R.
 NP0594'42 W., 0.45 MI W. OF T-RD. N. AND TRAIL S. ON TOP OF SMALL HILL.
 NP0594'
 NP0594'TO REACH FROM THE CENTER OF GORDON, GO S. ON STATE HWY. 27
 NP0594'06.2 MI TO A CROSSROAD, TURN RIGHT AND GO W. 4.0 MI TO A
 NP0594'CROSSROAD, TURN LEFT AND GO S. 5.0 MI TO A T-RD. N. AND TRAIL
 NP0594'S., TURN RIGHT AND GO W. 0.45 MI TO TOP OF SMALL HILL AND
 NP0594'STATION ON LEFT.
 NP0594'
 NP0594'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0594'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 NP0594'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET FRANK 1968
 NP0594'IS 30 FT S. CENTER OF RD., 2.2 FT N. AND 8 FT W. OF POWER LINE
 NP0594'POLE.  2.2 FT N. OF FENCE.  1.7 FT N. OF WITNESS POST, STATION
 NP0594'IS FLUSH WITH THE GROUND.
 NP0594'
 NP0594'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0594'COPPER COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0594'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO
 NP0594'1 1968 IS 46 FT W. OF POWER LINE POLE, 31 FT S. CENTER OF RD.,
 NP0594'1.7 FT N. OF FENCE, THE MARK IS FLUSH WITH THE GROUND AND W. OF
 NP0594'THE STATION.
 NP0594'
 NP0594'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0594'COPPER COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0594'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO
 NP0594'2 1968 IS 36 FT E. OF POWER LINE POLE, 31 FT S. OF CENTER
 NP0594'OF RD., 0.7 FT N. OF FENCE, THE MARK IS FLUSH WITH THE GROUND
 NP0594'AND IS E. OF THE STATION.
 NP0594'
 NP0594'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0594'COATED RODS, SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 NP0594'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK AZIMUTH
 NP0594'MARK 1968 IS ABOUT 0.5 MI W. OF STATION, 27 FT S. AND 24 FT
 NP0594'E. OF CENTER OF N. AND E. RDS. EXTENDED.  5.6 FT N. AND 58 FT E.
 NP0594'OF POWER LINE POLE, 5.6 FT N. OF FENCE, THE MARK IS FLUSH WITH
 NP0594'THE GROUND.
 NP0594'
 NP0594'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1218 ***********************************************************************
 LH1218  DESIGNATION -  FRANKLIN
 LH1218  PID         -  LH1218
 LH1218  STATE/COUNTY-  NE/FRANKLIN
 LH1218  COUNTRY     -  US
 LH1218  USGS QUAD   -  FRANKLIN (2017)
 LH1218
 LH1218                         *CURRENT SURVEY CONTROL
 LH1218  ______________________________________________________________________
 LH1218* NAD 83(1995) POSITION- 40 06 03.44938(N) 098 57 09.08917(W)   ADJUSTED
 LH1218* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 LH1218  ______________________________________________________________________
 LH1218  GEOID HEIGHT    -        -25.721 (meters)                     GEOID18
 LH1218  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 LH1218  HORZ ORDER      -  SECOND
 LH1218
 LH1218.The horizontal coordinates were established by classical geodetic methods
 LH1218.and adjusted by the National Geodetic Survey in August 1997.
 LH1218
 LH1218.The orthometric height was scaled from a topographic map.
 LH1218
 LH1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1218.GEOID18 height accuracy estimate available here.
 LH1218
 LH1218.Click photographs - Photos may exist for this station.
 LH1218
 LH1218.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1218
 LH1218. The following values were computed from the NAD 83(1995) position.
 LH1218
 LH1218;                    North         East     Units Scale Factor Converg.
 LH1218;SPC NE       -    30,256.945   589,309.956   MT  0.99995590   +0 41 39.0
 LH1218;SPC NE       -    99,267.99  1,933,427.75   sFT  0.99995590   +0 41 39.0
 LH1218;UTM  14      - 4,438,963.765   504,046.497   MT  0.99960020   +0 01 50.1
 LH1218
 LH1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1218!SPC NE       -   0.99991082  x   0.99995590  =   0.99986672
 LH1218!UTM  14      -   0.99991082  x   0.99960020  =   0.99951106
 LH1218
 LH1218:                Primary Azimuth Mark                     Grid Az
 LH1218:SPC NE       -  FRANKLIN AZ MK                           297 49 16.3
 LH1218:UTM  14      -  FRANKLIN AZ MK                           298 29 05.2
 LH1218
 LH1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0404638963(NAD 83)
 LH1218
 LH1218|---------------------------------------------------------------------|
 LH1218| PID    Reference Object                     Distance      Geod. Az  |
 LH1218|                                                           dddmmss.s |
 LH1218| CN9326 FRANKLIN RM 1                        32.489 METERS 00848     |
 LH1218| CN9327 FRANKLIN RM 2                        30.736 METERS 17038     |
 LH1218| LH1219 FRANKLIN MUNICIPAL TANK             175.419 METERS 27707     |
 LH1218| CN9325 FRANKLIN AZ MK                                     2983055.3 |
 LH1218|---------------------------------------------------------------------|
 LH1218
 LH1218                          SUPERSEDED SURVEY CONTROL
 LH1218
 LH1218  NAD 83(1986)-  40 06 03.45375(N)    098 57 09.08916(W) AD(       ) 2
 LH1218  NAD 27      -  40 06 03.40900(N)    098 57 07.79700(W) AD(       ) 2
 LH1218
 LH1218.Superseded values are not recommended for survey control.
 LH1218
 LH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1218.See file dsdata.pdf to determine how the superseded data were derived.
 LH1218
 LH1218_MARKER: DS = TRIANGULATION STATION DISK
 LH1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1218_STAMPING: FRANKLIN 1935
 LH1218_MARK LOGO: CGS
 LH1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1218+STABILITY: SURFACE MOTION
 LH1218
 LH1218  HISTORY     - Date     Condition        Report By
 LH1218  HISTORY     - 1935     MONUMENTED       CGS
 LH1218  HISTORY     - 19950814 SEE DESCRIPTION  NGS
 LH1218
 LH1218                          STATION DESCRIPTION
 LH1218
 LH1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1218'STATION LIES ONE BLOCK (LONG) EAST OF THE FRANKLIN CITY WATER
 LH1218'TANK, AT THE EASTERN EDGE OF CITY PARK, 55 FEET WEST OF CENTER
 LH1218'OF STREET, 211 FEET SOUTH OF CENTER OF ENTRANCE TO PARK, AND 0.4
 LH1218'MILE NORTH OF INTERSECTION OF NEBRASKA HIGHWAYS 3 AND 10.
 LH1218'STATION MARK PROJECTS 5 INCHES.
 LH1218'
 LH1218'REFERENCE MARK NO. 1 IS NORTH OF STATION, 38 FEET
 LH1218'WEST OF CENTER OF STREET, 105 FEET SOUTH OF CENTER OF ENTRANCE
 LH1218'TO PARK, AND PROJECTS 6 INCHES.
 LH1218'
 LH1218'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 38 FEET
 LH1218'WEST OF CENTER OF STREET, AND PROJECTS 6 INCHES.
 LH1218'
 LH1218'AZIMUTH MARK IS NORTHWEST OF STATION, 1 FOOT WEST OF
 LH1218'FENCE, 15 FEET EAST OF CENTER OF STREET, 135 FEET NORTH OF
 LH1218'CENTER OF EAST-WEST STREET, AND PROJECTS 8 INCHES.
 LH1218'
 LH1218'NO TRIANGULATION STATIONS ARE VISIBLE FROM THE GROUND.  A 25-FOOT
 LH1218'STAND WAS USED.
 LH1218
 LH1218                          STATION RECOVERY (1995)
 LH1218
 LH1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1218'THE STATION WAS RECOVERED WITH THE SURFACE MARK TILTED OUT OF
 LH1218'POSITION.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION BUT
 LH1218'WAS DEEMED TOO SHALLOW.  ACCORDINGLY, THE HORIZONTAL POSITION OF THE
 LH1218'UNDERGROUND MARK WAS HELD, USING AN OPTICAL PLUMMET.  THIS MARK WAS
 LH1218'THEN REMOVED AND A NEW UNDERGROUND MARK SET AT A LOWER DEPTH.  A NEW
 LH1218'SURFACE MARK WAS THEN SET OVER THE NEW UNDERGROUND MARK.  FOR FURTHER
 LH1218'DETAILS SEE THE DESCRIPTION TO FRANKLIN RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1219 ***********************************************************************
 LH1219  DESIGNATION -  FRANKLIN MUNICIPAL TANK
 LH1219  PID         -  LH1219
 LH1219  STATE/COUNTY-  NE/FRANKLIN
 LH1219  COUNTRY     -  US
 LH1219  USGS QUAD   -  FRANKLIN (2017)
 LH1219
 LH1219                         *CURRENT SURVEY CONTROL
 LH1219  ______________________________________________________________________
 LH1219* NAD 83(1995) POSITION- 40 06 04.15461(N) 098 57 16.43861(W)   ADJUSTED
 LH1219  ______________________________________________________________________
 LH1219  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 LH1219  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 LH1219  HORZ ORDER      -  THIRD
 LH1219
 LH1219.The horizontal coordinates were established by classical geodetic methods
 LH1219.and adjusted by the National Geodetic Survey in August 1997.
 LH1219
 LH1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1219.GEOID18 height accuracy estimate available here.
 LH1219
 LH1219.Click photographs - Photos may exist for this station.
 LH1219
 LH1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1219
 LH1219. The following values were computed from the NAD 83(1995) position.
 LH1219
 LH1219;                    North         East     Units Scale Factor Converg.
 LH1219;SPC NE       -    30,276.588   589,135.638   MT  0.99995582   +0 41 34.1
 LH1219;SPC NE       -    99,332.44  1,932,855.84   sFT  0.99995582   +0 41 34.1
 LH1219;UTM  14      - 4,438,985.417   503,872.480   MT  0.99960018   +0 01 45.4
 LH1219
 LH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0387238985(NAD 83)
 LH1219
 LH1219                          SUPERSEDED SURVEY CONTROL
 LH1219
 LH1219  NAD 83(1986)-  40 06 04.15897(N)    098 57 16.43818(W) AD(       ) 3
 LH1219  NAD 27      -  40 06 04.11700(N)    098 57 15.16300(W) AD(       ) 3
 LH1219
 LH1219.Superseded values are not recommended for survey control.
 LH1219
 LH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1219.See file dsdata.pdf to determine how the superseded data were derived.
 LH1219
 LH1219_MARKER: 53 = ELEVATED TANK
 LH1219
 LH1219  HISTORY     - Date     Condition        Report By
 LH1219  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1219
 LH1219                          STATION DESCRIPTION
 LH1219
 LH1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1219'THE FRANKLIN MUNICIPAL WATER TANK, ERECTED IN 1932, IS SILVER
 LH1219'COLORED AND HAS A 100-FOOT TOWER.  IT IS LOCATED IN THE TOWN PARK
 LH1219'WHICH IS IN THE NORTHERN PART OF THE CITY.  IT IS 2 BLOCKS WEST
 LH1219'OF STATION FRANKLIN, ONE BLOCK WEST AND 4 BLOCKS NORTH OF THE
 LH1219'LINCOLN HOTEL, AND IS NEAR THE INTERSECTION OF 14TH AND P
 LH1219'STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4124 ***********************************************************************
 AB4124  CBN         -  This is a Cooperative Base Network Control Station.
 AB4124  DESIGNATION -  FRANKLIN RESET
 AB4124  PID         -  AB4124
 AB4124  STATE/COUNTY-  NE/FRANKLIN
 AB4124  COUNTRY     -  US
 AB4124  USGS QUAD   -  FRANKLIN (2017)
 AB4124
 AB4124                         *CURRENT SURVEY CONTROL
 AB4124  ______________________________________________________________________
 AB4124* NAD 83(2011) POSITION- 40 06 03.45103(N) 098 57 09.08957(W)   ADJUSTED
 AB4124* NAD 83(2011) ELLIP HT-   549.395 (meters)        (06/27/12)   ADJUSTED
 AB4124* NAD 83(2011) EPOCH   -  2010.00
 AB4124* NAVD 88 ORTHO HEIGHT -   575.1   (meters)     1887.    (feet) GPS OBS
 AB4124  ______________________________________________________________________
 AB4124  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4124  GEOID HEIGHT    -        -25.622 (meters)                     GEOID93
 AB4124  GEOID HEIGHT    -        -25.721 (meters)                     GEOID18
 AB4124  NAD 83(2011) X  -   -760,326.567 (meters)                     COMP
 AB4124  NAD 83(2011) Y  - -4,826,392.571 (meters)                     COMP
 AB4124  NAD 83(2011) Z  -  4,086,920.464 (meters)                     COMP
 AB4124  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AB4124
 AB4124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4124  Standards:
 AB4124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4124  -------------------------------------------------------------------
 AB4124  NETWORK    0.39   1.00           0.18   0.13   0.51     -0.02011763
 AB4124  -------------------------------------------------------------------
 AB4124  Click here for local accuracies and other accuracy information.
 AB4124
 AB4124.The horizontal coordinates were established by GPS observations
 AB4124.and adjusted by the National Geodetic Survey in June 2012.
 AB4124
 AB4124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4124.been affixed to the stable North American tectonic plate. See 
 AB4124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4124
 AB4124.The horizontal coordinates are valid at the epoch date displayed above
 AB4124.which is a decimal equivalence of Year/Month/Day.
 AB4124
 AB4124.The orthometric height was determined by GPS observations and a
 AB4124.high-resolution geoid model.
 AB4124
 AB4124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4124.GEOID18 height accuracy estimate available here.
 AB4124
 AB4124.Click photographs - Photos may exist for this station.
 AB4124
 AB4124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4124
 AB4124.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4124
 AB4124.The ellipsoidal height was determined by GPS observations
 AB4124.and is referenced to NAD 83.
 AB4124
 AB4124. The following values were computed from the NAD 83(2011) position.
 AB4124
 AB4124;                    North         East     Units Scale Factor Converg.
 AB4124;SPC NE       -    30,256.996   589,309.946   MT  0.99995590   +0 41 39.0
 AB4124;SPC NE       -    99,268.16  1,933,427.71   sFT  0.99995590   +0 41 39.0
 AB4124;UTM  14      - 4,438,963.816   504,046.488   MT  0.99960020   +0 01 50.1
 AB4124
 AB4124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4124!SPC NE       -   0.99991382  x   0.99995590  =   0.99986972
 AB4124!UTM  14      -   0.99991382  x   0.99960020  =   0.99951405
 AB4124
 AB4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0404638963(NAD 83)
 AB4124
 AB4124                          SUPERSEDED SURVEY CONTROL
 AB4124
 AB4124  NAD 83(2007)-  40 06 03.45098(N)    098 57 09.09020(W) AD(2002.00) 0
 AB4124  ELLIP H (02/10/07)  549.419  (m)                       GP(2002.00)    
 AB4124  ELLIP H (07/10/01)  549.391  (m)                       GP(       ) 4 1
 AB4124  NAD 83(1995)-  40 06 03.45075(N)    098 57 09.08962(W) AD(       ) B
 AB4124  ELLIP H (06/25/96)  549.454  (m)                       GP(       ) 1 1
 AB4124
 AB4124.Superseded values are not recommended for survey control.
 AB4124
 AB4124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4124.See file dsdata.pdf to determine how the superseded data were derived.
 AB4124
 AB4124_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4124_STAMPING: FRANKLIN 1935 1995
 AB4124_MARK LOGO: NGS
 AB4124_PROJECTION: FLUSH
 AB4124_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4124+STABILITY: SURFACE MOTION
 AB4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4124+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 AB4124
 AB4124  HISTORY     - Date     Condition        Report By
 AB4124  HISTORY     - 1995     MONUMENTED       NGS
 AB4124  HISTORY     - 19970506 GOOD             NGS
 AB4124  HISTORY     - 20000612 GOOD             NEDR
 AB4124  HISTORY     - 20090722 GOOD             NEDR
 AB4124  HISTORY     - 20200728 GOOD             WSRR
 AB4124
 AB4124                          STATION DESCRIPTION
 AB4124
 AB4124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4124'THE MARKS ARE LOCATED IN FRANKLIN, ABOUT 0.25 MI (0.40 KM) EAST OF THE
 AB4124'MUNICIPAL WATER TANK, 0.25 MI (0.40 KM) SOUTH OF THE NORTH JUNCTION OF
 AB4124'U.S. HIGHWAY 136 AND STATE HIGHWAY 10, IN THE NORTHEAST CORNER OF THE
 AB4124'CITY PARK AND IN THE NE1/4, SEC36, T2N, R15W.  OWNERSHIP-CITY OF
 AB4124'FRANKLIN, CITY CLERK TELEPHONE NUMBER 308-425-6295.  THE SURFACE DISK
 AB4124'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 AB4124'THE GROUND.  THE UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS OF
 AB4124'CONCRETE 4.0 FT (1.2 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 208.6
 AB4124'FT (63.6 M) SOUTH OF THE CENTERLINE OF O STREET, 171.30 FT (52.21 M)
 AB4124'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BATHHOUSE FOR THE
 AB4124'SWIMMING POOL, 75.60 FT (23.04 M) NORTH OF THE CENTERLINE OF THE EAST
 AB4124'ENTRANCE INTO THE PARK, 118.10 FT (36.00 M) SOUTH OF THE SUPPORT POST
 AB4124'FOR THE NOSE OF AN OLD JET AIRPLANE, 55.30 FT (16.86 M) WEST OF THE
 AB4124'CENTERLINE OF HIGHWAY 10, 53.45 FT (16.29 M) SOUTH-SOUTHEAST OF A
 AB4124'FLAGPOLE, 52.30 FT (15.94 M) EAST OF THE NORTHEAST SUPPORT POST FOR A
 AB4124'HISTORICAL MARKER SIGN FOR THE FRANKLIN ACADEMY AND ABOUT 1 FT (0.3 M)
 AB4124'HIGHER THAN THE HIGHWAY.  THE MARKS WERE ESTABLISHED BY OPTICALLY
 AB4124'CENTERING OVER THE ORIGINAL UNDERGROUND MARK THAT WAS SET IN 1935.
 AB4124'MAGNETS WERE PLACED IN THE MARKS.
 AB4124
 AB4124                          STATION RECOVERY (1997)
 AB4124
 AB4124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AB4124'RECOVERED AS DESCRIBED.
 AB4124
 AB4124                          STATION RECOVERY (2000)
 AB4124
 AB4124'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4124'RECOVERED AS DESCRIBED.
 AB4124
 AB4124                          STATION RECOVERY (2009)
 AB4124
 AB4124'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 AB4124'RECOVERED IN GOOD CONDITION.
 AB4124
 AB4124                          STATION RECOVERY (2020)
 AB4124
 AB4124'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 AB4124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0577 ***********************************************************************
 NP0577  DESIGNATION -  FRED
 NP0577  PID         -  NP0577
 NP0577  STATE/COUNTY-  NE/CHERRY
 NP0577  COUNTRY     -  US
 NP0577  USGS QUAD   -  HOG ISLAND (2017)
 NP0577
 NP0577                         *CURRENT SURVEY CONTROL
 NP0577  ______________________________________________________________________
 NP0577* NAD 83(1995) POSITION- 42 59 48.04383(N) 102 04 20.12368(W)   ADJUSTED
 NP0577* NAVD 88 ORTHO HEIGHT -  1122.    (meters)     3681.    (feet) SCALED
 NP0577  ______________________________________________________________________
 NP0577  GEOID HEIGHT    -        -18.704 (meters)                     GEOID18
 NP0577  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 NP0577  HORZ ORDER      -  FIRST
 NP0577
 NP0577.The horizontal coordinates were established by classical geodetic methods
 NP0577.and adjusted by the National Geodetic Survey in August 1997.
 NP0577
 NP0577.The orthometric height was scaled from a topographic map.
 NP0577
 NP0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0577.GEOID18 height accuracy estimate available here.
 NP0577
 NP0577.Click photographs - Photos may exist for this station.
 NP0577
 NP0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0577
 NP0577. The following values were computed from the NAD 83(1995) position.
 NP0577
 NP0577;                    North         East     Units Scale Factor Converg.
 NP0577;SPC NE       -   353,277.294   331,033.529   MT  0.99999848   -1 22 23.8
 NP0577;SPC NE       - 1,159,043.92  1,086,065.84   sFT  0.99999848   -1 22 23.8
 NP0577;SPC SD S     -    75,176.531   458,214.155   MT  0.99996533   -1 11 58.6
 NP0577;SPC SD S     -   246,641.67  1,503,324.27   sFT  0.99996533   -1 11 58.6
 NP0577;UTM  13      - 4,764,606.105   738,655.810   MT  1.00030074   +1 59 51.1
 NP0577;UTM  14      - 4,765,027.151   249,563.378   MT  1.00037164   -2 05 46.4
 NP0577
 NP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0577!SPC NE       -   0.99982693  x   0.99999848  =   0.99982541
 NP0577!SPC SD S     -   0.99982693  x   0.99996533  =   0.99979227
 NP0577!UTM  13      -   0.99982693  x   1.00030074  =   1.00012762
 NP0577!UTM  14      -   0.99982693  x   1.00037164  =   1.00019851
 NP0577
 NP0577:                Primary Azimuth Mark                     Grid Az
 NP0577:SPC NE       -  FRED AZ MK                               289 43 20.2
 NP0577:SPC SD S     -  FRED AZ MK                               289 32 55.0
 NP0577:UTM  13      -  FRED AZ MK                               286 21 05.3
 NP0577:UTM  14      -  FRED AZ MK                               290 26 42.8
 NP0577
 NP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3865564606(NAD 83)
 NP0577
 NP0577|---------------------------------------------------------------------|
 NP0577| PID    Reference Object                     Distance      Geod. Az  |
 NP0577|                                                           dddmmss.s |
 NP0577| CQ3796 FRED RM 1                            11.881 METERS 06116     |
 NP0577| CQ3797 FRED RM 2                            25.761 METERS 16656     |
 NP0577| CQ3795 FRED AZ MK                                         2882056.4 |
 NP0577|---------------------------------------------------------------------|
 NP0577
 NP0577                          SUPERSEDED SURVEY CONTROL
 NP0577
 NP0577  NAD 83(1986)-  42 59 48.03522(N)    102 04 20.12838(W) AD(       ) 1
 NP0577  NAD 27      -  42 59 48.05000(N)    102 04 18.59300(W) AD(       ) 1
 NP0577
 NP0577.Superseded values are not recommended for survey control.
 NP0577
 NP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0577.See file dsdata.pdf to determine how the superseded data were derived.
 NP0577
 NP0577_MARKER: DS = TRIANGULATION STATION DISK
 NP0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0577_STAMPING: FRED 1936
 NP0577_MARK LOGO: CGS
 NP0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0577+STABILITY: SURFACE MOTION
 NP0577
 NP0577  HISTORY     - Date     Condition        Report By
 NP0577  HISTORY     - 1936     MONUMENTED       CGS
 NP0577  HISTORY     - 1946     GOOD             CGS
 NP0577
 NP0577                          STATION DESCRIPTION
 NP0577
 NP0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0577'STATION IS ABOUT 7 MILES NORTHEAST OF GORDON, NEBR., 350
 NP0577'PACES SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE-LINE FENCE,
 NP0577'0.7 MILE EAST OF COUNTY LINE, 0.5 MILE S. 20 DEG E. (MAG.)
 NP0577'FROM FRED TUCHENHAGES HOME, ON A HIGH KNOLL IN PASTURE, ABOUT
 NP0577'0.3 MILE WEST OF BOUNDARY MONUMENT 123.
 NP0577'
 NP0577'TO REACH FROM THE POST OFFICE IN GORDON, NEBR., GO NORTH ON
 NP0577'STATE HIGHWAY 27, FOR 11.5 MILE TO A DIRT T-ROAD EAST (THERE
 NP0577'IS A STORE AND GASOLINE STATION ON WEST SIDE OF HIGHWAY),
 NP0577'TURN EAST AND FOLLOW ROAD AND ROAD TRAIL TO GATE IN STATE-LINE
 NP0577'FENCE (JUST BEYOND HOUSE OF A MR. POWELL), TURN RIGHT ALONG
 NP0577'SOUTH SIDE OF FENCE AND GO 0.05 MILE TO GATE IN FENCE CORNER
 NP0577'OF T-FENCE, PASS THROUGH FENCE AND GO 0.9 MILE EAST-SOUTHEAST
 NP0577'ACROSS COUNTRY TO TOP OF HIGHEST KNOLL AND STATION.  MARK
 NP0577'PROJECTS 4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, AND PROJECTS
 NP0577'4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, AND PROJECTS
 NP0577'4 INCHES.
 NP0577'
 NP0577'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE WEST OF
 NP0577'STATION, IN STATE-LINE FENCE LINE, 0.05 MILE WEST OF GATE
 NP0577'AT T-CORNER MENTIONED IN DESCRIPTION.  MARK PROJECTS ABOUT
 NP0577'6 INCHES.
 NP0577'
 NP0577'ALL LINES VISIBLE FROM A 4-FOOT STAND.  LINE TO JOHNSON WAS
 NP0577'OBSTRUCTED.
 NP0577'
 NP0577'STATION MARK AND BOTH REFERENCE MARKS ARE STANDARD DISKS
 NP0577'SET IN CONCRETE IN 4-INCH GALVANIZED-IRON PIPE.
 NP0577'
 NP0577'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 NP0577
 NP0577                          STATION RECOVERY (1946)
 NP0577
 NP0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0577'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 NP0577'THE ORIGINAL DESCRIPTION STATES THAT THE STATION IS LOCATED
 NP0577'7 MILES NORTHEAST OF GORDON AND THAT THE AZIMUTH MARK IS
 NP0577'0.05 MILE WEST OF A GATE AT A T FENCE CORNER.  THESE STATEMENTS
 NP0577'ARE IN ERROR.  DESCRIPTION FOLLOWS--
 NP0577'
 NP0577'LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF GORDON, 350 PACES
 NP0577'SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE (WIRE FENCE)
 NP0577'AND 11 FEET SOUTH OF A REFERENCE POST ON THE HIGHEST POINT
 NP0577'OF A PROMINENT SAND HILL.  IT IS A STANDARD DISK STAMPED FRED
 NP0577'1936 CEMENTED IN THE TOP OF A 4-INCH GALVANIZED-IRON PIPE
 NP0577'THAT PROJECTS 4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 NP0577'ABOUT 8 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NP0577'STAMPED FRED NO 1 1936 CEMENTED IN THE TOP OF A 4-INCH
 NP0577'GALVANIZED-IRON PIPE THAT PROJECTS 4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION
 NP0577'AND ON THE FIRST SMALL KNOLL TO THE SOUTH OF THE STATION.
 NP0577'IT IS A STANDARD DISK STAMPED FRED NO 2 1936 CEMENTED IN THE
 NP0577'TOP OF A 4-INCH GALVANIZED-IRON PIPE THAT PROJECTS 4 INCHES.
 NP0577'
 NP0577'THE AZIMUTH MARK IS 0.15 MILE WEST OF A WIRE GATE THAT IS AT
 NP0577'A T FENCE CORNER, 84 FEET NORTH OF A TRACK ROAD AND 2 FEET
 NP0577'SOUTH OF A WIRE FENCE.  IT IS STAMPED FRED 1936 AND PROJECTS
 NP0577'6 INCHES.
 NP0577'
 NP0577'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, GO NORTH
 NP0577'ON STATE HIGHWAY NO. 27 FOR 11.5 MILES TO A CROSSROAD (SMALL
 NP0577'STORE AND FILLING STATION AT THE NORTHWEST CORNER OF THE
 NP0577'INTERSECTION).  THEN RIGHT, EAST, FOR 2.1 MILES.  CONTINUE
 NP0577'EAST (CROSSING A GRADED DIRT ROAD) FOR 3.65 MILES.  THEN RIGHT
 NP0577'FORK FOR 1.5 MILES TO A CATTLE GUARD IN AN EAST-WEST WIRE FENCE.
 NP0577'THROUGH CATTLE GUARD, NORTH ON THE MAIN TRAVELED ROAD FOR
 NP0577'0.65 MILE.  THEN RIGHT FORK FOR 1.8 MILES.  THEN RIGHT FORK
 NP0577'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 NP0577'FOR 0.1 MILE TO A CATTLE GUARD.  THEN LEAVE THE ROAD,
 NP0577'CONTINUE EAST FOR 0.05 MILE TO A GATE AT A T FENCE CORNER.
 NP0577'PASS THROUGH GATE, GO EAST-SOUTHEASTERLY ACROSS-COUNTRY FOR
 NP0577'0.75 MILE TO THE HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1229 ***********************************************************************
 LH1229  DESIGNATION -  FREDRICKSBURG EVAN LUTH CH
 LH1229  PID         -  LH1229
 LH1229  STATE/COUNTY-  NE/KEARNEY
 LH1229  COUNTRY     -  US
 LH1229  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1229
 LH1229                         *CURRENT SURVEY CONTROL
 LH1229  ______________________________________________________________________
 LH1229* NAD 83(1995) POSITION- 40 25 32.19427(N) 098 55 48.17638(W)   ADJUSTED
 LH1229  ______________________________________________________________________
 LH1229  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 LH1229  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 LH1229  HORZ ORDER      -  THIRD
 LH1229
 LH1229.The horizontal coordinates were established by classical geodetic methods
 LH1229.and adjusted by the National Geodetic Survey in August 1997.
 LH1229
 LH1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1229.GEOID18 height accuracy estimate available here.
 LH1229
 LH1229.Click photographs - Photos may exist for this station.
 LH1229
 LH1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1229
 LH1229. The following values were computed from the NAD 83(1995) position.
 LH1229
 LH1229;                    North         East     Units Scale Factor Converg.
 LH1229;SPC NE       -    66,322.970   590,780.130   MT  0.99983465   +0 42 32.6
 LH1229;SPC NE       -   217,594.61  1,938,251.14   sFT  0.99983465   +0 42 32.6
 LH1229;UTM  14      - 4,474,999.803   505,933.761   MT  0.99960043   +0 02 43.3
 LH1229
 LH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0593374999(NAD 83)
 LH1229
 LH1229                          SUPERSEDED SURVEY CONTROL
 LH1229
 LH1229  NAD 83(1986)-  40 25 32.20032(N)    098 55 48.17681(W) AD(       ) 3
 LH1229  NAD 27      -  40 25 32.15800(N)    098 55 46.88400(W) AD(       ) 3
 LH1229
 LH1229.Superseded values are not recommended for survey control.
 LH1229
 LH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1229.See file dsdata.pdf to determine how the superseded data were derived.
 LH1229
 LH1229_MARKER: 90 = CHURCH SPIRE
 LH1229
 LH1229  HISTORY     - Date     Condition        Report By
 LH1229  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1229
 LH1229                          STATION DESCRIPTION
 LH1229
 LH1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1229'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF MINDEN.  IT IS
 LH1229'0.1 MILE EAST OF A NORTH-SOUTH GRAVELED ROAD AND 50.0 FEET
 LH1229'SOUTHEAST OF THE CENTER OF A GATE LEADING INTO A CEMETERY.
 LH1229'IT HAS A GRAY COLORED SPIRE WITH A SMALL CROSS AT ITS TOP.
 LH1229'THE OVERALL HEIGHT IS ABOUT 90.0 FEET.
 LH1229'
 LH1229'THE TOP OF THE SPIRE WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0438 ***********************************************************************
 LJ0438  DESIGNATION -  FREEDOM
 LJ0438  PID         -  LJ0438
 LJ0438  STATE/COUNTY-  NE/FRONTIER
 LJ0438  COUNTRY     -  US
 LJ0438  USGS QUAD   -  FREEDOM (2017)
 LJ0438
 LJ0438                         *CURRENT SURVEY CONTROL
 LJ0438  ______________________________________________________________________
 LJ0438* NAD 83(1995) POSITION- 40 25 26.46359(N) 100 22 24.71912(W)   ADJUSTED
 LJ0438* NAVD 88 ORTHO HEIGHT -   827.17  (+/-2cm)     2713.8   (feet) VERTCON
 LJ0438  ______________________________________________________________________
 LJ0438  GEOID HEIGHT    -        -23.805 (meters)                     GEOID18
 LJ0438  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 LJ0438  HORZ ORDER      -  SECOND
 LJ0438  VERT ORDER      -  THIRD ? (See Below)
 LJ0438
 LJ0438.The horizontal coordinates were established by classical geodetic methods
 LJ0438.and adjusted by the National Geodetic Survey in August 1997.
 LJ0438
 LJ0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0438
 LJ0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0438.GEOID18 height accuracy estimate available here.
 LJ0438
 LJ0438.The vertical order pertains to the NGVD 29 superseded value.
 LJ0438
 LJ0438.Click photographs - Photos may exist for this station.
 LJ0438
 LJ0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0438
 LJ0438. The following values were computed from the NAD 83(1995) position.
 LJ0438
 LJ0438;                    North         East     Units Scale Factor Converg.
 LJ0438;SPC NE       -    65,652.976   468,306.063   MT  0.99983516   -0 14 51.1
 LJ0438;SPC NE       -   215,396.47  1,536,434.14   sFT  0.99983516   -0 14 51.1
 LJ0438;UTM  14      - 4,475,726.478   383,482.238   MT  0.99976712   -0 53 26.7
 LJ0438
 LJ0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0438!SPC NE       -   0.99987399  x   0.99983516  =   0.99970917
 LJ0438!UTM  14      -   0.99987399  x   0.99976712  =   0.99964114
 LJ0438
 LJ0438:                Primary Azimuth Mark                     Grid Az
 LJ0438:SPC NE       -  FREEDOM AZ MK                            134 28 20.4
 LJ0438:UTM  14      -  FREEDOM AZ MK                            135 06 56.0
 LJ0438
 LJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8348275726(NAD 83)
 LJ0438
 LJ0438|---------------------------------------------------------------------|
 LJ0438| PID    Reference Object                     Distance      Geod. Az  |
 LJ0438|                                                           dddmmss.s |
 LJ0438| CN9335 FREEDOM RM 1                         17.249 METERS 02110     |
 LJ0438| CN9336 FREEDOM RM 2                         25.690 METERS 08259     |
 LJ0438| CN9334 FREEDOM AZ MK                                      1341329.3 |
 LJ0438|---------------------------------------------------------------------|
 LJ0438
 LJ0438                          SUPERSEDED SURVEY CONTROL
 LJ0438
 LJ0438  NAD 83(1986)-  40 25 26.46865(N)    100 22 24.72457(W) AD(       ) 2
 LJ0438  NAD 27      -  40 25 26.44423(N)    100 22 23.20676(W) AD(       ) 2
 LJ0438  NGVD 29             826.84   (m)         2712.7    (f) LEVELING    3  
 LJ0438
 LJ0438.Superseded values are not recommended for survey control.
 LJ0438
 LJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0438.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0438
 LJ0438_MARKER: DS = TRIANGULATION STATION DISK
 LJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0438_STAMPING: FREEDOM 1951
 LJ0438_MARK LOGO: CGS
 LJ0438_PROJECTION: RECESSED 46 CENTIMETERS
 LJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0438+STABILITY: SURFACE MOTION
 LJ0438
 LJ0438  HISTORY     - Date     Condition        Report By
 LJ0438  HISTORY     - 1951     MONUMENTED       CGS
 LJ0438
 LJ0438                          STATION DESCRIPTION
 LJ0438
 LJ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0438'THE STATION IS LOCATED ABOUT 12.5 MILES NORTH-NORTHEAST OF
 LJ0438'INDIANOLA, 12.5 MILES NORTH-NORTHWEST OF BARTLEY AND 8 MILES
 LJ0438'SOUTH OF STOCKVILLE.  IT IS IN THE NORTHEAST CORNER OF A
 LJ0438'CULTIVATED FIELD, 52 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0438'DIRT ROAD AND 28 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LJ0438'DIRT ROAD.  IT IS STAMPED FREEDOM 1951 AND IS 18 INCHES BELOW
 LJ0438'THE SURFACE OF THE GROUND.
 LJ0438'
 LJ0438'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF A
 LJ0438'NORTH-SOUTH DIRT ROAD, 26 FEET NORTH OF THE CENTER OF AN
 LJ0438'EAST-WEST DIRT ROAD AND 3 FEET NORTH OF A TELEPHONE POLE.
 LJ0438'IT IS STAMPED FREEDOM NO 1 1951 AND PROJECTS 7 INCHES.
 LJ0438'
 LJ0438'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0438'DIRT ROAD AND JUST WEST OF A POWER LINE POLE.  IT IS STAMPED
 LJ0438'FREEDOM NO 2 1951 AND PROJECTS 5 INCHES.
 LJ0438'
 LJ0438'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0438'NO. 2 IS 76.1 FEET.
 LJ0438'
 LJ0438'THE AZIMUTH MARK IS LOCATED 50 FEET EAST OF THE CENTER OF
 LJ0438'A T ROAD INTERSECTION, 4 FEET WEST OF A FENCE CORNER AND 3
 LJ0438'FEET NORTH OF A TELEPHONE POLE.  IT IS STAMPED FREEDOM 1951
 LJ0438'AND PROJECTS 4 INCHES.
 LJ0438'
 LJ0438'TO REACH THE STATION FROM THE POST OFFICE IN INDIANOLA, GO
 LJ0438'SOUTH FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  TURN LEFT AND
 LJ0438'GO NORTHEAST AND EAST ON U.S. HIGHWAYS 6 AND 34 FOR 2.85 MILES
 LJ0438'TO A T ROAD LEFT, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR
 LJ0438'6.5 MILES TO A GRAVELED T ROAD RIGHT.  CONTINUE NORTH ON A
 LJ0438'DIRT ROAD FOR 5.6 MILES TO A T ROAD LEFT AND THE AZIMUTH
 LJ0438'MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO WEST ON A
 LJ0438'DIRT ROAD FOR 0.5 MILE TO THE POINT WHERE THE ROAD TURNS
 LJ0438'NORTH, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A T ROAD LEFT
 LJ0438'AND THE STATION AS DESCRIBED.
 LJ0438'
 LJ0438'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0581 ***********************************************************************
 MK0581  DESIGNATION -  FREMONT
 MK0581  PID         -  MK0581
 MK0581  STATE/COUNTY-  NE/DODGE
 MK0581  COUNTRY     -  US
 MK0581  USGS QUAD   -  FREMONT EAST (2017)
 MK0581
 MK0581                         *CURRENT SURVEY CONTROL
 MK0581  ______________________________________________________________________
 MK0581* NAD 83(1986) POSITION- 41 25 59.85   (N) 096 29 52.41   (W)   HD_HELD1
 MK0581* NAVD 88 ORTHO HEIGHT -   365.721 (meters)     1199.87  (feet) ADJUSTED
 MK0581  ______________________________________________________________________
 MK0581  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 MK0581  DYNAMIC HEIGHT  -        365.556 (meters)     1199.33  (feet) COMP
 MK0581  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 MK0581
 MK0581  VERT ORDER      -  SECOND    CLASS 0
 MK0581
 MK0581.The horizontal coordinates were determined by differentially corrected
 MK0581.hand held GPS observations or other comparable positioning techniques
 MK0581.and have an estimated accuracy of +/- 3 meters.
 MK0581
 MK0581.The orthometric height was determined by differential leveling and
 MK0581.adjusted by the NATIONAL GEODETIC SURVEY
 MK0581.in June 1991.
 MK0581
 MK0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0581.GEOID18 height accuracy estimate available here.
 MK0581
 MK0581.Click photographs - Photos may exist for this station.
 MK0581
 MK0581.The dynamic height is computed by dividing the NAVD 88
 MK0581.geopotential number by the normal gravity value computed on the
 MK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0581.degrees latitude (g = 980.6199 gals.).
 MK0581
 MK0581.The modeled gravity was interpolated from observed gravity values.
 MK0581
 MK0581;                    North         East    Units  Estimated Accuracy
 MK0581;SPC NE       -   183,561.3     792,532.8     MT  (+/- 3 meters HH1 GPS) 
 MK0581
 MK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0905589880(NAD 83)
 MK0581
 MK0581                          SUPERSEDED SURVEY CONTROL
 MK0581
 MK0581  NGVD 29 (??/??/92)  365.574  (m)         1199.39   (f) ADJ UNCH    2 0
 MK0581
 MK0581.Superseded values are not recommended for survey control.
 MK0581
 MK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0581.See file dsdata.pdf to determine how the superseded data were derived.
 MK0581
 MK0581_MARKER: DB = BENCH MARK DISK
 MK0581_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK0581_SP_SET: DOORSTEP
 MK0581_STAMPING: FREMONT 1934
 MK0581_MARK LOGO: CGS
 MK0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0581+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2014
 MK0581
 MK0581  HISTORY     - Date     Condition        Report By
 MK0581  HISTORY     - 1934     MONUMENTED       CGS
 MK0581  HISTORY     - 1947     GOOD             CGS
 MK0581  HISTORY     - 1974     GOOD             LOCENG
 MK0581  HISTORY     - 20040603 GOOD             USPSQD
 MK0581  HISTORY     - 20090929 GOOD             THOMDD
 MK0581  HISTORY     - 20141206 GOOD             GEOCAC
 MK0581
 MK0581                          STATION DESCRIPTION
 MK0581
 MK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0581'AT FREMONT.
 MK0581'AT FREMONT, DODGE COUNTY, AT THE SOUTH ENTRANCE TO THE COUNTY
 MK0581'COURTHOUSE, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MK0581'STONE DOORSTEP.  A STANDARD DISK, STAMPED FREMONT 1934.
 MK0581
 MK0581                          STATION RECOVERY (1974)
 MK0581
 MK0581'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0581'RECOVERED IN GOOD CONDITION.
 MK0581
 MK0581                          STATION RECOVERY (2004)
 MK0581
 MK0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0581'STATION FOUND GOOD. THE DODGE COUNTY COURT HOUSE IS NORTH OF E. 4TH
 MK0581'STREET, SOUTH OF E. 5TH STREET, WEST OF PARK AVENUE, AND EAST OF BROAD
 MK0581'STREET, A SANDSTONE BLOCK STRUCTURE WITH A FLAT ROOF. COURT HOUSE ONLY
 MK0581'TAKES UP THE EASTERN HALF OF THE BLOCK.
 MK0581
 MK0581                          STATION RECOVERY (2009)
 MK0581
 MK0581'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2009 (MTC)
 MK0581'RECOVERED IN GOOD CONDITION.
 MK0581
 MK0581                          STATION RECOVERY (2014)
 MK0581
 MK0581'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2056 ***********************************************************************
 MK2056  DESIGNATION -  FREMONT
 MK2056  PID         -  MK2056
 MK2056  STATE/COUNTY-  NE/DODGE
 MK2056  COUNTRY     -  US
 MK2056  USGS QUAD   -  FREMONT WEST (2017)
 MK2056
 MK2056                         *CURRENT SURVEY CONTROL
 MK2056  ______________________________________________________________________
 MK2056* NAD 83(1995) POSITION- 41 26 51.57559(N) 096 33 14.40540(W)   ADJUSTED
 MK2056* NAVD 88 ORTHO HEIGHT -   369.    (meters)     1211.    (feet) SCALED
 MK2056  ______________________________________________________________________
 MK2056  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 MK2056  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 MK2056  HORZ ORDER      -  SECOND
 MK2056
 MK2056.The horizontal coordinates were established by classical geodetic methods
 MK2056.and adjusted by the National Geodetic Survey in August 1997.
 MK2056
 MK2056.The orthometric height was scaled from a topographic map.
 MK2056
 MK2056.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2056.GEOID18 height accuracy estimate available here.
 MK2056
 MK2056.Click photographs - Photos may exist for this station.
 MK2056
 MK2056.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2056
 MK2056. The following values were computed from the NAD 83(1995) position.
 MK2056
 MK2056;                    North         East     Units Scale Factor Converg.
 MK2056;SPC NE       -   184,966.901   787,784.845   MT  0.99965911   +2 17 01.1
 MK2056;SPC NE       -   606,845.57  2,584,590.78   sFT  0.99965911   +2 17 01.1
 MK2056;UTM  14      - 4,591,341.348   704,321.891   MT  1.00011379   +1 37 10.7
 MK2056
 MK2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2056!SPC NE       -   0.99994632  x   0.99965911  =   0.99960545
 MK2056!UTM  14      -   0.99994632  x   1.00011379  =   1.00006010
 MK2056
 MK2056:                Primary Azimuth Mark                     Grid Az
 MK2056:SPC NE       -  AMES                                     272 08 57.6
 MK2056:UTM  14      -  AMES                                     272 48 48.0
 MK2056
 MK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0432191341(NAD 83)
 MK2056
 MK2056|---------------------------------------------------------------------|
 MK2056| PID    Reference Object                     Distance      Geod. Az  |
 MK2056|                                                           dddmmss.s |
 MK2056| CL6548 FREMONT RM 1                                       11212     |
 MK2056| CL6549 FREMONT RM 2                                       11711     |
 MK2056| MK2064 AMES                                APPROX. 7.7 KM 2742558.7 |
 MK2056|---------------------------------------------------------------------|
 MK2056
 MK2056                          SUPERSEDED SURVEY CONTROL
 MK2056
 MK2056  NAD 83(1986)-  41 26 51.58374(N)    096 33 14.40671(W) AD(       ) 2
 MK2056  NAD 27      -  41 26 51.58432(N)    096 33 13.31555(W) AD(       ) 2
 MK2056
 MK2056.Superseded values are not recommended for survey control.
 MK2056
 MK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2056.See file dsdata.pdf to determine how the superseded data were derived.
 MK2056
 MK2056_MARKER: DD = SURVEY DISK
 MK2056_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK2056_SP_SET: ELEVATOR ROOF
 MK2056_STAMPING: FREMONT ET 1967
 MK2056_MARK LOGO: USGS
 MK2056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK2056+STABILITY: POSITION/ELEVATION WELL
 MK2056
 MK2056  HISTORY     - Date     Condition        Report By
 MK2056  HISTORY     - 1967     MONUMENTED       USGS
 MK2056  HISTORY     - 1974     GOOD             NGS
 MK2056  HISTORY     - 1974     GOOD             NEDR
 MK2056
 MK2056                          STATION DESCRIPTION
 MK2056
 MK2056'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 MK2056'THE STATION IS LOCATED ABOUT 1.0 MI N. AND 3.0 MI W. OF FREMONT,
 MK2056'T. 17 N., R. 8 E., NEAR THE NW. COR. OF SEC. 17, 5.67 FT N.
 MK2056'FROM S. EDGE AND 18.10 FT W. FROM E. EDGE OF HEAD HOUSE,
 MK2056'STANDARD DISK SET IN TOP OF HEAD HOUSE.  STAMPED ET FREMONT 1967.
 MK2056'
 MK2056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 30 AND
 MK2056'77 AND 275 IN FREMONT, GO W. ON U.S. HWY 30, 2.9 MI TO T-RD.
 MK2056'S., TO FREMONT ELEVATOR, TURN LEFT (S.) AND GO 0.3 MI TO
 MK2056'FREMONT ELEVATOR ON RIGHT, THE STATION IS ON THE TOP OF THE
 MK2056'ELEVATOR HEAD HOUSE.
 MK2056'
 MK2056'THE REFERENCE MARKS ARE FLUSH WITH THE GROUND.  STANDARD
 MK2056'TABLETS CRIMPED ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN.
 MK2056'DIAMETER TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN
 MK2056'1 IN. OF CAP.
 MK2056'
 MK2056'REFERENCE MARK 1 IS ESE OF STATION, 256 FT S., 939 FT E. OF SE.
 MK2056'CORNER OF CONCRETE ELEVATOR, 31.5 FT N. OF N. RAIL OF DOUBLE
 MK2056'LINE MAIN LINE RR.. TRACKS, 2 FT W. OF TELEGRAPH LINE POLE.
 MK2056'STAMPED FREMONT NO 1 1967.
 MK2056'
 MK2056'REFERENCE MARK 2 IS SE. OF STATION, 348 FT S., 942 FT E. OF SE.
 MK2056'EDGE OF CONCRETE ELEVATOR, 60 FT S. OF N. RAIL OF DOUGLE LINE
 MK2056'MAIN LINE RR. TRACK, 2.5 FT W. OF TELEGRAPH LINE POLE.  STAMPED
 MK2056'FREMONT NO 2 1967.
 MK2056'
 MK2056'AZIMUTH MARK - NONE SET.
 MK2056'
 MK2056'REFERENCE AZIMUTH = WATER TANK FOR HORMEL PACKING PLANT,
 MK2056'LOCATED IN SE. EDGE OF FREMONT.
 MK2056
 MK2056                          STATION RECOVERY (1974)
 MK2056
 MK2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK2056'THE MANAGER OF THE LINCOLN GRAIN COMPANY AT THE FREMONT GRAIN
 MK2056'ELEVATOR WAS CONTACTED THIS DATE.  A METAL BUILDING IS PLAN
 MK2056'TO BE ERECTED ATOP THE HEAD HOUSE OF THE LINCOLN, FREMONT
 MK2056'GRAIN ELEVATOR, CONSTRUCTION TO BEGIN NOVEMBER 1974.  THE USGS
 MK2056'ET STATION MARK WILL NOT BE DISTURBED.
 MK2056
 MK2056                          STATION RECOVERY (1974)
 MK2056
 MK2056'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2056'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MK2056'NOTE--HEAD HOUSE HAS BEEN ADDED ON TO.
 MK2056'
 MK2056'NEAREST TOWN--FREMONT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2057 ***********************************************************************
 MK2057  DESIGNATION -  FREMONT ELEVATOR COMPANY
 MK2057  PID         -  MK2057
 MK2057  STATE/COUNTY-  NE/DODGE
 MK2057  COUNTRY     -  US
 MK2057  USGS QUAD   -  FREMONT WEST (2017)
 MK2057
 MK2057                         *CURRENT SURVEY CONTROL
 MK2057  ______________________________________________________________________
 MK2057* NAD 83(1995) POSITION- 41 26 51.62059(N) 096 33 14.39932(W)   ADJUSTED
 MK2057  ______________________________________________________________________
 MK2057  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 MK2057  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 MK2057  HORZ ORDER      -  THIRD
 MK2057
 MK2057.The horizontal coordinates were established by classical geodetic methods
 MK2057.and adjusted by the National Geodetic Survey in August 1997.
 MK2057
 MK2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2057.GEOID18 height accuracy estimate available here.
 MK2057
 MK2057.Click photographs - Photos may exist for this station.
 MK2057
 MK2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2057
 MK2057. The following values were computed from the NAD 83(1995) position.
 MK2057
 MK2057;                    North         East     Units Scale Factor Converg.
 MK2057;SPC NE       -   184,968.294   787,784.931   MT  0.99965911   +2 17 01.2
 MK2057;SPC NE       -   606,850.14  2,584,591.06   sFT  0.99965911   +2 17 01.2
 MK2057;UTM  14      - 4,591,342.739   704,321.993   MT  1.00011379   +1 37 10.8
 MK2057
 MK2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0432191342(NAD 83)
 MK2057
 MK2057                          SUPERSEDED SURVEY CONTROL
 MK2057
 MK2057  NAD 83(1986)-  41 26 51.62881(N)    096 33 14.39608(W) AD(       ) 3
 MK2057  NAD 27      -  41 26 51.62544(N)    096 33 13.29685(W) AD(       ) 3
 MK2057
 MK2057.Superseded values are not recommended for survey control.
 MK2057
 MK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2057.See file dsdata.pdf to determine how the superseded data were derived.
 MK2057
 MK2057_MARKER: 65 = GRAIN ELEVATOR
 MK2057
 MK2057  HISTORY     - Date     Condition        Report By
 MK2057  HISTORY     - 1960     FIRST OBSERVED   CGS
 MK2057
 MK2057                          STATION DESCRIPTION
 MK2057
 MK2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MK2057'THE STATION IS LOCATED ABOUT 3 MILES WEST OF FREMONT AND 0.2
 MK2057'MILE SOUTH OF U.S. HIGHWAY 30.
 MK2057'
 MK2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30,
 MK2057'275 AND 77 IN THE NORTH PART OF FREMONT GO WEST ON U.S.
 MK2057'HIGHWAY 30 FOR 3 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 MK2057'LEFT, SOUTH, AND GO 0.2 MILE TO THE STATION ON THE RIGHT.
 MK2057'
 MK2057'THE ELEVATOR IS A CONCRETE STRUCTURE AND IS 205 FEET IN
 MK2057'HEIGHT.  THE TOP AND CENTER OF THE ELEVATOR WAS THE POINT
 MK2057'INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1037 ***********************************************************************
 ML1037  DESIGNATION -  FREY
 ML1037  PID         -  ML1037
 ML1037  STATE/COUNTY-  NE/BOONE
 ML1037  COUNTRY     -  US
 ML1037  USGS QUAD   -  ALBION WEST (2017)
 ML1037
 ML1037                         *CURRENT SURVEY CONTROL
 ML1037  ______________________________________________________________________
 ML1037* NAD 83(1995) POSITION- 41 41 19.57691(N) 098 05 34.21733(W)   ADJUSTED
 ML1037* NAVD 88 ORTHO HEIGHT -   619.1   (meters)     2031.    (feet) VERTCON
 ML1037  ______________________________________________________________________
 ML1037  GEOID HEIGHT    -        -24.462 (meters)                     GEOID18
 ML1037  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 ML1037  HORZ ORDER      -  FIRST
 ML1037
 ML1037.The horizontal coordinates were established by classical geodetic methods
 ML1037.and adjusted by the National Geodetic Survey in August 1997.
 ML1037
 ML1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1037
 ML1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1037.GEOID18 height accuracy estimate available here.
 ML1037
 ML1037.Click photographs - Photos may exist for this station.
 ML1037
 ML1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1037
 ML1037. The following values were computed from the NAD 83(1995) position.
 ML1037
 ML1037;                    North         East     Units Scale Factor Converg.
 ML1037;SPC NE       -   207,751.453   658,711.146   MT  0.99966367   +1 15 49.9
 ML1037;SPC NE       -   681,597.89  2,161,121.48   sFT  0.99966367   +1 15 49.9
 ML1037;UTM  14      - 4,615,619.310   575,494.332   MT  0.99967013   +0 36 12.1
 ML1037
 ML1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1037!SPC NE       -   0.99990674  x   0.99966367  =   0.99957044
 ML1037!UTM  14      -   0.99990674  x   0.99967013  =   0.99957690
 ML1037
 ML1037:                Primary Azimuth Mark                     Grid Az
 ML1037:SPC NE       -  FREY RM 3 AZIMUTH                        178 11 03.5
 ML1037:UTM  14      -  FREY RM 3 AZIMUTH                        178 50 41.3
 ML1037
 ML1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7549415619(NAD 83)
 ML1037
 ML1037|---------------------------------------------------------------------|
 ML1037| PID    Reference Object                     Distance      Geod. Az  |
 ML1037|                                                           dddmmss.s |
 ML1037| CN9344 FREY RM 1                            13.309 METERS 00733     |
 ML1037| MK1954 ALBION TV STA KHQL MAST             APPROX.17.9 KM 0922227.5 |
 ML1037| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX. 7.6 KM 1035950.2 |
 ML1037| CN9346 FREY RM 3 AZIMUTH                                  1792653.4 |
 ML1037| CN9345 FREY RM 2                            14.128 METERS 27008     |
 ML1037|---------------------------------------------------------------------|
 ML1037
 ML1037                          SUPERSEDED SURVEY CONTROL
 ML1037
 ML1037  NAD 83(1986)-  41 41 19.58429(N)    098 05 34.22351(W) AD(       ) 1
 ML1037  NAD 27      -  41 41 19.54397(N)    098 05 32.99335(W) AD(       ) 1
 ML1037  NGVD 29 (07/19/86)  618.9    (m)         2031.     (f) VERT ANG       
 ML1037
 ML1037.Superseded values are not recommended for survey control.
 ML1037
 ML1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1037.See file dsdata.pdf to determine how the superseded data were derived.
 ML1037
 ML1037_MARKER: DS = TRIANGULATION STATION DISK
 ML1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1037_STAMPING: FREY 1972
 ML1037_MARK LOGO: CGS
 ML1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1037+STABILITY: SURFACE MOTION
 ML1037
 ML1037  HISTORY     - Date     Condition        Report By
 ML1037  HISTORY     - 1972     MONUMENTED       NGS
 ML1037
 ML1037                          STATION DESCRIPTION
 ML1037
 ML1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1037'THE STATION IS LOCATED ABOUT 15 MILES EAST OF SPALDING, 10 MILES
 ML1037'NORTHEAST OF PRIMROSE, 5 MILES SOUTH OF LORETTO, 5 MILES WEST
 ML1037'OF ALBION, 0.5 MILE NORTH OF STATE HIGHWAY 91 AND IN THE SW 1/4
 ML1037'SECTION 23, T 20 N, R 7 W.  IT IS ON THE PROPERTY OF MR. HARRY
 ML1037'A. FREY AND ON THE HIGHEST POINT OF THE HILL.
 ML1037'
 ML1037'TO REACH FROM THE COURT HOUSE IN ALBION, GO WEST ON STATE
 ML1037'HIGHWAY 91 FOR 5.05 MILES TO A DIM TRACK ROAD ON THE RIGHT.  TAKE
 ML1037'SHARP RIGHT TURN ALONG THE SOUTH SIDE OF THE FIELD AND GO EAST ON
 ML1037'TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE AND
 ML1037'CONTINUE ON TRACK ROAD FOR 0.05 MILE TO THE REFERENCE MARK 3
 ML1037'ON THE LEFT.  CONTINUE NORTHERLY ON TRACK ROAD FOR 0.4
 ML1037'MILE TO THE STATION AT HIGHEST POINT OF THE HILL.
 ML1037'
 ML1037'THE STATION MARK IS A STANDARD DISK STAMPED FREY 1972, SET IN
 ML1037'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 1 INCH
 ML1037'ABOVE THE GROUND SURFACE.  IT IS 181 FEET EAST OF A NORTH AND
 ML1037'SOUTH FENCE LINE.
 ML1037'
 ML1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FREY NO 1 1972, SET
 ML1037'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 ML1037'WITH THE GROUND.  IT IS 183 FEET EAST OF THE NORTH AND SOUTH
 ML1037'FENCE LINE, AND ABOUT ON THE SAME ELEVATION AS THE STATION.
 ML1037'
 ML1037'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREY NO 2 1972, SET
 ML1037'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 ML1037'INCHES ABOVE GROUND SURFACE.  IT IS 135 FEET EAST OF A NORTH
 ML1037'AND SOUTH FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 ML1037'
 ML1037'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FREY NO 3 1972, SET
 ML1037'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 ML1037'INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET WEST OF THE
 ML1037'CENTER OF TRACK ROAD, 4 FEET SOUTHEAST OF A METAL WITNESS POST
 ML1037'WITH SIGN ATTACHED, 2.5 FEET EAST OF A NORTH AND SOUTH FENCE
 ML1037'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0439 ***********************************************************************
 LG0439  DESIGNATION -  FRIEND
 LG0439  PID         -  LG0439
 LG0439  STATE/COUNTY-  NE/SALINE
 LG0439  COUNTRY     -  US
 LG0439  USGS QUAD   -  FRIEND (2017)
 LG0439
 LG0439                         *CURRENT SURVEY CONTROL
 LG0439  ______________________________________________________________________
 LG0439* NAD 83(1995) POSITION- 40 40 10.29254(N) 097 17 53.37670(W)   ADJUSTED
 LG0439* NAVD 88 ORTHO HEIGHT -   480.181 (meters)     1575.39  (feet) ADJUSTED
 LG0439  ______________________________________________________________________
 LG0439  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 LG0439  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LG0439  DYNAMIC HEIGHT  -        479.919 (meters)     1574.53  (feet) COMP
 LG0439  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 LG0439
 LG0439  HORZ ORDER      -  FIRST
 LG0439  VERT ORDER      -  FIRST     CLASS II
 LG0439
 LG0439.The horizontal coordinates were established by classical geodetic methods
 LG0439.and adjusted by the National Geodetic Survey in August 1997.
 LG0439
 LG0439.The orthometric height was determined by differential leveling and
 LG0439.adjusted by the NATIONAL GEODETIC SURVEY
 LG0439.in June 1991.
 LG0439
 LG0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0439.GEOID18 height accuracy estimate available here.
 LG0439
 LG0439.Click photographs - Photos may exist for this station.
 LG0439
 LG0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0439
 LG0439.The dynamic height is computed by dividing the NAVD 88
 LG0439.geopotential number by the normal gravity value computed on the
 LG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0439.degrees latitude (g = 980.6199 gals.).
 LG0439
 LG0439.The modeled gravity was interpolated from observed gravity values.
 LG0439
 LG0439. The following values were computed from the NAD 83(1995) position.
 LG0439
 LG0439;                    North         East     Units Scale Factor Converg.
 LG0439;SPC NE       -    96,409.926   728,360.362   MT  0.99976425   +1 47 25.8
 LG0439;SPC NE       -   316,304.90  2,389,628.95   sFT  0.99976425   +1 47 25.8
 LG0439;UTM  14      - 4,503,464.749   643,843.053   MT  0.99985468   +1 06 33.4
 LG0439
 LG0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0439!SPC NE       -   0.99992890  x   0.99976425  =   0.99969317
 LG0439!UTM  14      -   0.99992890  x   0.99985468  =   0.99978359
 LG0439
 LG0439:                Primary Azimuth Mark                     Grid Az
 LG0439:SPC NE       -  FRIEND AZ MK                             047 52 46.3
 LG0439:UTM  14      -  FRIEND AZ MK                             048 33 38.7
 LG0439
 LG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4384303464(NAD 83)
 LG0439
 LG0439|---------------------------------------------------------------------|
 LG0439| PID    Reference Object                     Distance      Geod. Az  |
 LG0439|                                                           dddmmss.s |
 LG0439| LG0438 FRIEND AZ MK                                       0494012.1 |
 LG0439| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.15.8 KM 0991817.4 |
 LG0439| LG0440 FRIEND RM 1                          33.318 METERS 13351     |
 LG0439| LG0786 FRIEND STANDPIPE                    APPROX. 1.8 KM 1455206.3 |
 LG0439| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX. 2.2 KM 1574614.2 |
 LG0439| LG0441 FRIEND RM 2                          40.812 METERS 23631     |
 LG0439| LG0790 EXETER TANK                         APPROX.13.3 KM 2572606.0 |
 LG0439|---------------------------------------------------------------------|
 LG0439
 LG0439                          SUPERSEDED SURVEY CONTROL
 LG0439
 LG0439  NAD 83(1986)-  40 40 10.30030(N)    097 17 53.37714(W) AD(       ) 1
 LG0439  NAD 27      -  40 40 10.27800(N)    097 17 52.20600(W) AD(       ) 1
 LG0439  NGVD 29 (??/??/92)  480.018  (m)         1574.86   (f) ADJ UNCH    1 2
 LG0439  NGVD 29             479.97   (m)         1574.7    (f) LEVELING    3  
 LG0439
 LG0439.Superseded values are not recommended for survey control.
 LG0439
 LG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0439.See file dsdata.pdf to determine how the superseded data were derived.
 LG0439
 LG0439_MARKER: DS = TRIANGULATION STATION DISK
 LG0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0439_STAMPING: FRIEND 1935
 LG0439_MARK LOGO: CGS
 LG0439_PROJECTION: RECESSED 25 CENTIMETERS
 LG0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0439+STABILITY: SURFACE MOTION
 LG0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0439+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0439
 LG0439  HISTORY     - Date     Condition        Report By
 LG0439  HISTORY     - 1935     MONUMENTED       CGS
 LG0439  HISTORY     - 1935     GOOD             CGS
 LG0439  HISTORY     - 1940     GOOD             CGS
 LG0439  HISTORY     - 1950     GOOD             CGS
 LG0439  HISTORY     - 1965     GOOD             USGS
 LG0439  HISTORY     - 19911009 GOOD             NGS
 LG0439
 LG0439                          STATION DESCRIPTION
 LG0439
 LG0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0439'IN THE SOUTHEAST QUARTER SEC. 10, T. 8 N., R. 1 E., ABOUT 1 MILE
 LG0439'NORTHWEST OF FRIEND, ON THE NORTH SIDE OF THE ROAD ON A SLIGHT
 LG0439'KNOLL WHERE ROAD CROSSES OVER IT, IN A GRAIN FIELD, AND HIGHEST
 LG0439'GROUND IN VICINITY.  MARK IS SET 47 FEET NORTH OF CENTERLINE OF
 LG0439'ROAD.
 LG0439'
 LG0439'TO REACH FROM FRIEND RAILROAD STATION, GO WEST OF U.S. HIGHWAY 6
 LG0439'(PAVED) 0.3 MILE, TURN RIGHT (NORTH) ACROSS RAILROAD TRACKS ONTO
 LG0439'DIRT ROAD AND GO 1 MILE, TURN LEFT (WEST) AND GO 0.3 MILE TO
 LG0439'HIGHEST GROUND AND STATION, 47 FEET NORTH OF CENTERLINE OF ROAD.
 LG0439'MARK IS 10 INCHES UNDERGROUND.
 LG0439'
 LG0439'REFERENCE MARK NO. 1 IS 110.38 FEET (33.643 METERS) SOUTHEAST
 LG0439'FROM STATION, SET IN SOUTH RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'REFERENCE MARK NO. 2 IS 134.93 FEET (41.126 METERS) SOUTHWEST OF
 LG0439'STATION, SET IN SOUTH RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'AZIMUTH MARK IS REACHED FROM STATION BY GOING EAST ON SECTION-LINE
 LG0439'ROAD 0.3 MILE TO T-ROAD, TURN LEFT (NORTH) AND GO 0.25 MILE TO
 LG0439'MARK ON LEFT (WEST) SET IN RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0439
 LG0439                          STATION RECOVERY (1935)
 LG0439
 LG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0439'0.3 MI W FROM FRIEND.
 LG0439'0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LG0439'AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY, 1.0 MILE
 LG0439'NORTH ALONG A GRAVEL ROAD, AND 0.3 MILE WEST ALONG ANOTHER GRAVEL
 LG0439'ROAD, 47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15.2 FEET
 LG0439'NORTH OF A WHITE WOODEN WITNESS POST, AND 1.0 FOOT UNDER GROUND.
 LG0439'A STANDARD TRIANGULATION-STATION DISK, STAMPED FRIEND 1935 AND
 LG0439'SET IN THE TOP OF A CONCRETE POST.
 LG0439
 LG0439                          STATION RECOVERY (1940)
 LG0439
 LG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 LG0439'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 10, T. 8 N.,
 LG0439'R. 1 E., ABOUT 1 MILE NORTHWEST OF THE TOWN OF FRIEND, ON THE
 LG0439'NORTH SIDE OF THE ROAD, ON A SLIGHT KNOLL, IN A GRAIN FIELD, AND
 LG0439'ON THE HIGHEST GROUND IN THE VICINITY.
 LG0439'
 LG0439'TO REACH FROM FRIEND, PROCEED WEST ON U.S. HIGHWAY 6 AND GO
 LG0439'0.3 MILE, TURN RIGHT (NORTH) ONTO GRAVELED ROAD AND GO 1.0 MILE,
 LG0439'TURN LEFT (WEST) AND GO 0.3 MILE TO HIGHEST GROUND AND STATION.
 LG0439'STATION IS 47 FEET NORTH OF CENTERLINE OF ROAD, 15.2 FEET NORTH
 LG0439'OF A 4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 LG0439'MONUMENT IS 1.0 FOOT BELOW SURFACE, STAMPED FRIEND 1935,
 LG0439'
 LG0439'REFERENCE MARK NO. 1 IS 110.38 FEET (33.643 METERS) SOUTHEAST
 LG0439'OF STATION, 29 FEET SOUTH OF CENTERLINE OF ROAD, 3.0 FEET EAST OF
 LG0439'4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 LG0439'PROJECTS 0.6 FOOT, STAMPED FRIEND NO. 1 1935.
 LG0439'
 LG0439'REFERENCE MARK NO. 2 IS 134.93 FEET (41.126 METERS) SOUTHWEST OF
 LG0439'STATION, 29 FEET SOUTH OF CENTERLINE OF ROAD, 3.0 FEET WEST OF
 LG0439'4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 LG0439'PROJECTS 0.8 FOOT, STAMPED FRIEND NO. 2 1935.
 LG0439'
 LG0439'UNDERGROUND STATION MARK IS STAMPED FRIEND 1935.
 LG0439'
 LG0439'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ON
 LG0439'SECTION-LINE ROAD FOR 0.3 MILE, TURN LEFT (NORTH) AT T-ROAD
 LG0439'INTERSECTION AND GO 0.25 MILE TO AZIMUTH.  AZIMUTH MARK IS
 LG0439'31 FEET WEST OF CENTERLINE OF ROAD, 2.4 FEET SOUTHEAST OF CORNER
 LG0439'FENCE POST, AND 2.0 FEET SOUTH OF 4- BY 4-INCH WHITE WOODEN
 LG0439'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT, STAMPED
 LG0439'FRIEND 1935.
 LG0439'
 LG0439'REFERENCE MARKS AND AZIMUTH MARK IN RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0439
 LG0439                          STATION RECOVERY (1950)
 LG0439
 LG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0439'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0439'IN GOOD CONDITION.  THE 1935 DESCRIPTION BY C.I.A. IS ADEQUATE,
 LG0439'EXCEPT THE DISTANCE TO THE REFERENCE MARKS DID NOT CHECK.
 LG0439'
 LG0439'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
 LG0439'
 LG0439'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE AS DESCRIBED IN
 LG0439'AZIMUTH MARK IS AS DESCRIBED.
 LG0439
 LG0439                          STATION RECOVERY (1965)
 LG0439
 LG0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0439'RM 1 AND RM 2 HAVE BEEN DISTURBED.  THESE MARKS WERE SET AT THE EDGE
 LG0439'OF A LARGE ROAD DITCH AND NEARLY ALL THE SOIL HAS ERODED AWAY FROM
 LG0439'AROUND THE CONCRETE MONUMENTS.  THESE ARE STILL ERECT AND, INSOFAR
 LG0439'AS CAN BE ASCERTAINED BY PLANE TABLE TRAVERSE, VERTICAL ACCURACY HAS
 LG0439'NOT BEEN IMPAIRED.
 LG0439
 LG0439                          STATION RECOVERY (1991)
 LG0439
 LG0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0439'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0439'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.7 KM (1.05 MI) NORTHERLY
 LG0439'ALONG STATE HIGHWAY 80 EAST LINK, THENCE 0.5 KM (0.30 MI) WESTERLY
 LG0439'ALONG A DIRT ROAD, AT THE CREST OF A HILL, 41.1 M (134.8 FT)
 LG0439'NORTHEAST OF REFERENCE MARK 2, 33.6 M (110.2 FT) NORTHWEST OF
 LG0439'REFERENCE MARK 1, 14.4 M (47.2 FT) NORTH OF THE ROAD CENTER, 6.3 M
 LG0439'(20.7 FT) NORTH OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LG0439'THE ROAD, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 LG0439'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0438 ***********************************************************************
 LG0438  DESIGNATION -  FRIEND AZ MK
 LG0438  PID         -  LG0438
 LG0438  STATE/COUNTY-  NE/SALINE
 LG0438  COUNTRY     -  US
 LG0438  USGS QUAD   -  FRIEND (2017)
 LG0438
 LG0438                         *CURRENT SURVEY CONTROL
 LG0438  ______________________________________________________________________
 LG0438* NAD 83(1986) POSITION- 40 40 21.     (N) 097 17 34.     (W)   SCALED
 LG0438* NAVD 88 ORTHO HEIGHT -   474.542 (meters)     1556.89  (feet) ADJUSTED
 LG0438  ______________________________________________________________________
 LG0438  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 LG0438  DYNAMIC HEIGHT  -        474.283 (meters)     1556.04  (feet) COMP
 LG0438  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 LG0438
 LG0438  VERT ORDER      -  FIRST     CLASS II
 LG0438
 LG0438.The horizontal coordinates were scaled from a map and have
 LG0438.an estimated accuracy of +/- 6 seconds.
 LG0438
 LG0438.The orthometric height was determined by differential leveling and
 LG0438.adjusted by the NATIONAL GEODETIC SURVEY
 LG0438.in June 1991.
 LG0438
 LG0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0438.GEOID18 height accuracy estimate available here.
 LG0438
 LG0438.Click photographs - Photos may exist for this station.
 LG0438
 LG0438.The dynamic height is computed by dividing the NAVD 88
 LG0438.geopotential number by the normal gravity value computed on the
 LG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0438.degrees latitude (g = 980.6199 gals.).
 LG0438
 LG0438.The modeled gravity was interpolated from observed gravity values.
 LG0438
 LG0438;                    North         East    Units  Estimated Accuracy
 LG0438;SPC NE       -    96,750.      728,810.      MT  (+/- 180 meters Scaled)
 LG0438
 LG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL442038(NAD 83)
 LG0438
 LG0438                          SUPERSEDED SURVEY CONTROL
 LG0438
 LG0438  NGVD 29 (??/??/92)  474.379  (m)         1556.36   (f) ADJ UNCH    1 2
 LG0438
 LG0438.Superseded values are not recommended for survey control.
 LG0438
 LG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0438.See file dsdata.pdf to determine how the superseded data were derived.
 LG0438
 LG0438_MARKER: DZ = AZIMUTH MARK DISK
 LG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0438_STAMPING: FRIEND 1935
 LG0438_MARK LOGO: CGS
 LG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0438+STABILITY: SURFACE MOTION
 LG0438
 LG0438  HISTORY     - Date     Condition        Report By
 LG0438  HISTORY     - 1935     MONUMENTED       CGS
 LG0438
 LG0438                          STATION DESCRIPTION
 LG0438
 LG0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0438'0.3 MI W FROM FRIEND.
 LG0438'0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LG0438'AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY, 1.2 MILES
 LG0438'NORTH ALONG A GRAVEL ROAD, 31 FEET WEST OF THE CENTERLINE OF THE
 LG0438'ROAD, 2.4 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET SOUTH OF A
 LG0438'WHITE WOODEN WITNESS POST.  A STANDARD AZIMUTH-MARK DISK, STAMPED
 LG0438'FRIEND 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0438'0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0440 ***********************************************************************
 LG0440  DESIGNATION -  FRIEND RM 1
 LG0440  PID         -  LG0440
 LG0440  STATE/COUNTY-  NE/SALINE
 LG0440  COUNTRY     -  US
 LG0440  USGS QUAD   -  FRIEND (2017)
 LG0440
 LG0440                         *CURRENT SURVEY CONTROL
 LG0440  ______________________________________________________________________
 LG0440* NAD 83(1986) POSITION- 40 40 09.54   (N) 097 17 52.35   (W)   HD_HELD1
 LG0440* NAVD 88 ORTHO HEIGHT -   480.241 (meters)     1575.59  (feet) ADJUSTED
 LG0440  ______________________________________________________________________
 LG0440  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 LG0440  DYNAMIC HEIGHT  -        479.979 (meters)     1574.73  (feet) COMP
 LG0440  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 LG0440
 LG0440  VERT ORDER      -  FIRST     CLASS II
 LG0440
 LG0440.The horizontal coordinates were determined by differentially corrected
 LG0440.hand held GPS observations or other comparable positioning techniques
 LG0440.and have an estimated accuracy of +/- 3 meters.
 LG0440
 LG0440.The orthometric height was determined by differential leveling and
 LG0440.adjusted by the NATIONAL GEODETIC SURVEY
 LG0440.in June 1991.
 LG0440
 LG0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0440.GEOID18 height accuracy estimate available here.
 LG0440
 LG0440.Click photographs - Photos may exist for this station.
 LG0440
 LG0440.The dynamic height is computed by dividing the NAVD 88
 LG0440.geopotential number by the normal gravity value computed on the
 LG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0440.degrees latitude (g = 980.6199 gals.).
 LG0440
 LG0440.The modeled gravity was interpolated from observed gravity values.
 LG0440
 LG0440;                    North         East    Units  Estimated Accuracy
 LG0440;SPC NE       -    96,387.5     728,385.2     MT  (+/- 3 meters HH1 GPS) 
 LG0440
 LG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4386703442(NAD 83)
 LG0440
 LG0440                          SUPERSEDED SURVEY CONTROL
 LG0440
 LG0440  NGVD 29 (??/??/92)  480.078  (m)         1575.06   (f) ADJ UNCH    1 2
 LG0440
 LG0440.Superseded values are not recommended for survey control.
 LG0440
 LG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0440.See file dsdata.pdf to determine how the superseded data were derived.
 LG0440
 LG0440_MARKER: DR = REFERENCE MARK DISK
 LG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0440_STAMPING: FRIEND NO 1 1935
 LG0440_MARK LOGO: CGS
 LG0440_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0440+STABILITY: SURFACE MOTION
 LG0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0440+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0440
 LG0440  HISTORY     - Date     Condition        Report By
 LG0440  HISTORY     - 1935     MONUMENTED       CGS
 LG0440  HISTORY     - 19911009 GOOD             NGS
 LG0440
 LG0440                          STATION DESCRIPTION
 LG0440
 LG0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0440'0.3 MI W FROM FRIEND.
 LG0440'110.4 FEET SOUTHEAST OF TRIANGULATION STATION FRIEND DESCRIBED
 LG0440'ABOVE, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 LG0440'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 LG0440'DISK, STAMPED FRIEND NO 1 1935 AND SET IN THE TOP OF A CONCRETE
 LG0440'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0440
 LG0440                          STATION RECOVERY (1991)
 LG0440
 LG0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0440'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0440'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.7 KM (1.05 MI) NORTHERLY
 LG0440'ALONG STATE HIGHWAY 80 EAST LINK, THENCE 0.5 KM (0.30 MI) WESTERLY
 LG0440'ALONG A DIRT ROAD, AT THE CREST OF A HILL, 33.6 M (110.2 FT) SOUTH OF
 LG0440'TRIANGULATION STATION FRIEND, 17.0 M (55.8 FT) WEST OF A UTILITY
 LG0440'POLE, 8.4 M (27.6 FT) SOUTH OF THE ROAD CENTER, 0.6 M (2.0 FT) NORTH
 LG0440'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LG0440'ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LG0440'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0441 ***********************************************************************
 LG0441  DESIGNATION -  FRIEND RM 2
 LG0441  PID         -  LG0441
 LG0441  STATE/COUNTY-  NE/SALINE
 LG0441  COUNTRY     -  US
 LG0441  USGS QUAD   -  FRIEND (2017)
 LG0441
 LG0441                         *CURRENT SURVEY CONTROL
 LG0441  ______________________________________________________________________
 LG0441* NAD 83(1986) POSITION- 40 40 09.56   (N) 097 17 54.83   (W)   HD_HELD1
 LG0441* NAVD 88 ORTHO HEIGHT -   480.549 (meters)     1576.60  (feet) ADJUSTED
 LG0441  ______________________________________________________________________
 LG0441  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 LG0441  DYNAMIC HEIGHT  -        480.287 (meters)     1575.74  (feet) COMP
 LG0441  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 LG0441
 LG0441  VERT ORDER      -  FIRST     CLASS II
 LG0441
 LG0441.The horizontal coordinates were determined by differentially corrected
 LG0441.hand held GPS observations or other comparable positioning techniques
 LG0441.and have an estimated accuracy of +/- 3 meters.
 LG0441
 LG0441.The orthometric height was determined by differential leveling and
 LG0441.adjusted by the NATIONAL GEODETIC SURVEY
 LG0441.in June 1991.
 LG0441
 LG0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0441.GEOID18 height accuracy estimate available here.
 LG0441
 LG0441.Click photographs - Photos may exist for this station.
 LG0441
 LG0441.The dynamic height is computed by dividing the NAVD 88
 LG0441.geopotential number by the normal gravity value computed on the
 LG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0441.degrees latitude (g = 980.6199 gals.).
 LG0441
 LG0441.The modeled gravity was interpolated from observed gravity values.
 LG0441
 LG0441;                    North         East    Units  Estimated Accuracy
 LG0441;SPC NE       -    96,386.3     728,327.0     MT  (+/- 3 meters HH1 GPS) 
 LG0441
 LG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4380903441(NAD 83)
 LG0441
 LG0441                          SUPERSEDED SURVEY CONTROL
 LG0441
 LG0441  NGVD 29 (??/??/92)  480.386  (m)         1576.07   (f) ADJ UNCH    1 2
 LG0441
 LG0441.Superseded values are not recommended for survey control.
 LG0441
 LG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0441.See file dsdata.pdf to determine how the superseded data were derived.
 LG0441
 LG0441_MARKER: DR = REFERENCE MARK DISK
 LG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0441_STAMPING: FRIEND NO 2 1935
 LG0441_MARK LOGO: CGS
 LG0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0441+STABILITY: SURFACE MOTION
 LG0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0441+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0441
 LG0441  HISTORY     - Date     Condition        Report By
 LG0441  HISTORY     - 1935     MONUMENTED       CGS
 LG0441  HISTORY     - 19911009 GOOD             NGS
 LG0441
 LG0441                          STATION DESCRIPTION
 LG0441
 LG0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0441'0.3 MI W FROM FRIEND.
 LG0441'135 FEET SOUTHWEST OF TRIANGULATION STATION FRIEND DESCRIBED ABOVE,
 LG0441'29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF
 LG0441'A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK,
 LG0441'STAMPED FRIEND NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST
 LG0441'PROJECTING 0.8 FOOT ABOVE GROUND.
 LG0441
 LG0441                          STATION RECOVERY (1991)
 LG0441
 LG0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0441'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0441'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.7 KM (1.05 MI) NORTHERLY
 LG0441'ALONG STATE HIGHWAY 80 EAST LINK, THENCE 0.5 KM (0.30 MI) WESTERLY
 LG0441'ALONG A DIRT ROAD, AT THE CREST OF A HILL, 41.1 M (134.8 FT) SOUTH OF
 LG0441'TRIANGULATION STATION FRIEND, 8.0 M (26.2 FT) SOUTH OF THE ROAD
 LG0441'CENTER, 6.8 M (22.3 FT) EAST OF A UTILITY POLE, 1.2 M (3.9 FT) NORTH
 LG0441'OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 LG0441'MONUMENTS PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 LG0441'NOTE--THE MONUMENT IS SLIGHTLY LOOSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0785 ***********************************************************************
 LG0785  DESIGNATION -  FRIEND ST JOSEPHS CHURCH SPIRE
 LG0785  PID         -  LG0785
 LG0785  STATE/COUNTY-  NE/SALINE
 LG0785  COUNTRY     -  US
 LG0785  USGS QUAD   -  FRIEND (2017)
 LG0785
 LG0785                         *CURRENT SURVEY CONTROL
 LG0785  ______________________________________________________________________
 LG0785* NAD 83(1995) POSITION- 40 39 05.59189(N) 097 17 18.65897(W)   ADJUSTED
 LG0785  ______________________________________________________________________
 LG0785  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 LG0785  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LG0785  HORZ ORDER      -  THIRD
 LG0785
 LG0785.The horizontal coordinates were established by classical geodetic methods
 LG0785.and adjusted by the National Geodetic Survey in August 1997.
 LG0785
 LG0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0785.GEOID18 height accuracy estimate available here.
 LG0785
 LG0785.Click photographs - Photos may exist for this station.
 LG0785
 LG0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0785
 LG0785. The following values were computed from the NAD 83(1995) position.
 LG0785
 LG0785;                    North         East     Units Scale Factor Converg.
 LG0785;SPC NE       -    94,441.103   729,237.760   MT  0.99976883   +1 47 48.8
 LG0785;SPC NE       -   309,845.52  2,392,507.55   sFT  0.99976883   +1 47 48.8
 LG0785;UTM  14      - 4,501,485.452   644,697.048   MT  0.99985771   +1 06 54.5
 LG0785
 LG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4469701485(NAD 83)
 LG0785
 LG0785                          SUPERSEDED SURVEY CONTROL
 LG0785
 LG0785  NAD 83(1986)-  40 39 05.59940(N)    097 17 18.65907(W) AD(       ) 3
 LG0785  NAD 27      -  40 39 05.57800(N)    097 17 17.49200(W) AD(       ) 3
 LG0785
 LG0785.Superseded values are not recommended for survey control.
 LG0785
 LG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0785.See file dsdata.pdf to determine how the superseded data were derived.
 LG0785
 LG0785_MARKER: 90 = CHURCH SPIRE
 LG0785
 LG0785  HISTORY     - Date     Condition        Report By
 LG0785  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0785  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG0785
 LG0785                          STATION DESCRIPTION
 LG0785
 LG0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0785'POINT OBSERVED UPON WAS TIP OF SPIRE OF THE ST. JOSEPHS CHURCH IN
 LG0785'FRIEND, LOCATED ON FOURTH AND PINE STREETS.  BUILT IN 1903.
 LG0785'
 LG0785'OBSERVED UPON FROM STATIONS FRIEND, KOTAS, ZALESKY, CLARK, AND
 LG0785'BEAVER.
 LG0785
 LG0785                          STATION RECOVERY (2003)
 LG0785
 LG0785'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0785'STATION NOT FOUND. SITE LOCATED AT FOURTH AND PINE STREETS. THE OLD
 LG0785'CHURCH WITH A SPIRE DESCRIBED IN THE 1935 DESCRIPTION HAS BEEN TORN
 LG0785'DOWN. A NEW ST. JOSEPH'S CATHOLIC CHURCH HAS BEEN BUILT IN THE
 LG0785'SOUTHEAST CORNER OF THE INTERSECTION OF FOURTH AND PINE STREETS.  THIS
 LG0785'STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0786 ***********************************************************************
 LG0786  DESIGNATION -  FRIEND STANDPIPE
 LG0786  PID         -  LG0786
 LG0786  STATE/COUNTY-  NE/SALINE
 LG0786  COUNTRY     -  US
 LG0786  USGS QUAD   -  FRIEND (2017)
 LG0786
 LG0786                         *CURRENT SURVEY CONTROL
 LG0786  ______________________________________________________________________
 LG0786* NAD 83(1995) POSITION- 40 39 23.15243(N) 097 17 11.42038(W)   ADJUSTED
 LG0786  ______________________________________________________________________
 LG0786  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 LG0786  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 LG0786  HORZ ORDER      -  THIRD
 LG0786
 LG0786.The horizontal coordinates were established by classical geodetic methods
 LG0786.and adjusted by the National Geodetic Survey in August 1997.
 LG0786
 LG0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0786.GEOID18 height accuracy estimate available here.
 LG0786
 LG0786.Click photographs - Photos may exist for this station.
 LG0786
 LG0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0786
 LG0786. The following values were computed from the NAD 83(1995) position.
 LG0786
 LG0786;                    North         East     Units Scale Factor Converg.
 LG0786;SPC NE       -    94,987.724   729,390.703   MT  0.99976757   +1 47 53.6
 LG0786;SPC NE       -   311,638.89  2,393,009.33   sFT  0.99976757   +1 47 53.6
 LG0786;UTM  14      - 4,502,030.264   644,856.498   MT  0.99985828   +1 06 59.7
 LG0786
 LG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4485602030(NAD 83)
 LG0786
 LG0786                          SUPERSEDED SURVEY CONTROL
 LG0786
 LG0786  NAD 83(1986)-  40 39 23.15989(N)    097 17 11.42034(W) AD(       ) 3
 LG0786  NAD 27      -  40 39 23.13700(N)    097 17 10.25600(W) AD(       ) 3
 LG0786
 LG0786.Superseded values are not recommended for survey control.
 LG0786
 LG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0786.See file dsdata.pdf to determine how the superseded data were derived.
 LG0786
 LG0786_MARKER: 52 = STANDPIPE TANK
 LG0786
 LG0786  HISTORY     - Date     Condition        Report By
 LG0786  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0786  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG0786
 LG0786                          STATION DESCRIPTION
 LG0786
 LG0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0786'POINT OBSERVED UPON WAS CENTER OF MUNICIPAL STANDPIPE LOCATED IN
 LG0786'THE TOWN OF FRIEND.
 LG0786'
 LG0786'OBSERVED UPON FROM STATIONS KOTAS, ZALESKY, CLARK, AND FRIEND.
 LG0786
 LG0786                          STATION RECOVERY (2003)
 LG0786
 LG0786'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0786'STATION NOT FOUND. ORIGINAL MUNICIPAL STANDPIPE NO LONGER EXISTS IN
 LG0786'THE TOWN.  A NEW WATER TANK HAS BEEN BUILT IN THE SOUTH END OF THE
 LG0786'TOWN OF FRIEND.  THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0391 ***********************************************************************
 LJ0391  DESIGNATION -  FRONTIER
 LJ0391  PID         -  LJ0391
 LJ0391  STATE/COUNTY-  NE/FRONTIER
 LJ0391  COUNTRY     -  US
 LJ0391  USGS QUAD   -  EUSTIS SE (2017)
 LJ0391
 LJ0391                         *CURRENT SURVEY CONTROL
 LJ0391  ______________________________________________________________________
 LJ0391* NAD 83(1995) POSITION- 40 33 17.08389(N) 100 03 08.07850(W)   ADJUSTED
 LJ0391* NAVD 88 ORTHO HEIGHT -   783.    (meters)     2569.    (feet) SCALED
 LJ0391  ______________________________________________________________________
 LJ0391  GEOID HEIGHT    -        -24.099 (meters)                     GEOID18
 LJ0391  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 LJ0391  HORZ ORDER      -  THIRD
 LJ0391
 LJ0391.The horizontal coordinates were established by classical geodetic methods
 LJ0391.and adjusted by the National Geodetic Survey in August 1997.
 LJ0391
 LJ0391.The orthometric height was scaled from a topographic map.
 LJ0391
 LJ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0391.GEOID18 height accuracy estimate available here.
 LJ0391
 LJ0391.Click photographs - Photos may exist for this station.
 LJ0391
 LJ0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0391
 LJ0391. The following values were computed from the NAD 83(1995) position.
 LJ0391
 LJ0391;                    North         East     Units Scale Factor Converg.
 LJ0391;SPC NE       -    80,099.710   495,575.899   MT  0.99979516   -0 02 04.6
 LJ0391;SPC NE       -   262,793.80  1,625,901.93   sFT  0.99979516   -0 02 04.6
 LJ0391;UTM  14      - 4,489,863.422   410,911.040   MT  0.99969769   -0 41 03.1
 LJ0391
 LJ0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0391!SPC NE       -   0.99988092  x   0.99979516  =   0.99967610
 LJ0391!UTM  14      -   0.99988092  x   0.99969769  =   0.99957864
 LJ0391
 LJ0391:                Primary Azimuth Mark                     Grid Az
 LJ0391:SPC NE       -  FRONTIER AZ MK                           357 59 59.4
 LJ0391:UTM  14      -  FRONTIER AZ MK                           358 38 57.9
 LJ0391
 LJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1091189863(NAD 83)
 LJ0391
 LJ0391|---------------------------------------------------------------------|
 LJ0391| PID    Reference Object                     Distance      Geod. Az  |
 LJ0391|                                                           dddmmss.s |
 LJ0391| CN9349 FRONTIER RM 1                        17.057 METERS 00450     |
 LJ0391| CN9350 FRONTIER RM 2                        17.592 METERS 09601     |
 LJ0391| CN9348 FRONTIER AZ MK                                     3575754.8 |
 LJ0391|---------------------------------------------------------------------|
 LJ0391
 LJ0391                          SUPERSEDED SURVEY CONTROL
 LJ0391
 LJ0391  NAD 83(1986)-  40 33 17.08816(N)    100 03 08.08172(W) AD(       ) 3
 LJ0391  NAD 27      -  40 33 17.06761(N)    100 03 06.61753(W) AD(       ) 3
 LJ0391
 LJ0391.Superseded values are not recommended for survey control.
 LJ0391
 LJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0391.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0391
 LJ0391_MARKER: DS = TRIANGULATION STATION DISK
 LJ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0391_STAMPING: FRONTIER 1951
 LJ0391_MARK LOGO: CGS
 LJ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0391+STABILITY: SURFACE MOTION
 LJ0391
 LJ0391  HISTORY     - Date     Condition        Report By
 LJ0391  HISTORY     - 1951     MONUMENTED       CGS
 LJ0391
 LJ0391                          STATION DESCRIPTION
 LJ0391
 LJ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0391'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF EUSTIS ON THE
 LJ0391'ROAD RIGHT-OF-WAY, 66 FEET SOUTHEAST OF THE CENTER OF A T
 LJ0391'INTERSECTION, 31 FEET SOUTH OF THE CENTER OF AN EAST-WST ROAD
 LJ0391'AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0391'FRONTIER 1951 AND PROJECTS 4 INCHES.
 LJ0391'
 LJ0391'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 42 FEET EAST
 LJ0391'OF THE CENTER OF A T INTERSECTION, 24 FEET NORTH OF THE CENTER
 LJ0391'OF AN EAST-WEST ROAD, 3 FEET EAST OF A FENCE CORNER AND 1 FOOT
 LJ0391'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED FRONTIER NO 1
 LJ0391'1951 AND PROJECTS 4 INCHES.
 LJ0391'
 LJ0391'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET SOUTH
 LJ0391'OF THE CENTER OF AN EAST-WEST ROAD, 10 FEET WEST OF THE WEST
 LJ0391'END OF A WIRE GATE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LJ0391'IT IS STAMPED FRONTIER NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0391'
 LJ0391'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 81.22 FEET.
 LJ0391'
 LJ0391'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 28 FEET WEST OF
 LJ0391'THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTHWEST OF A WITNESS
 LJ0391'POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.  IT IS STAMPED FRONTIER
 LJ0391'1951 AND PROJECTS 3 INCHES.
 LJ0391'
 LJ0391'TO REACH THE STATION FROM THE POST OFFICE IN EUSTIS, GO SOUTH
 LJ0391'FOR 0.4 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST FOR
 LJ0391'0.5 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH ON GRAVELED
 LJ0391'ROAD FOR 4.75 MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST
 LJ0391'AND SOUTH ON GRADED ROAD FOR 1.3 MILES TO A FORK.  TAKE RIGHT
 LJ0391'FORK AND GO WEST FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND
 LJ0391'GO SOUTH ON DIRT ROAD FOR 0.7 MILE TO AZIMUTH MARK ON RIGHT
 LJ0391'AS DESCRIBED, CONTINUE SOUTH FOR 0.3 MILE TO A T INTERSECTION
 LJ0391'AND STATION JUST SOUTHEAST AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0486 ***********************************************************************
 NO0486  DESIGNATION -  FRYE
 NO0486  PID         -  NO0486
 NO0486  STATE/COUNTY-  NE/GRANT
 NO0486  COUNTRY     -  US
 NO0486  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0486
 NO0486                         *CURRENT SURVEY CONTROL
 NO0486  ______________________________________________________________________
 NO0486* NAD 83(1995) POSITION- 42 04 21.68863(N) 101 45 43.65783(W)   ADJUSTED
 NO0486* NAVD 88 ORTHO HEIGHT -  1228.    (meters)     4029.    (feet) SCALED
 NO0486  ______________________________________________________________________
 NO0486  GEOID HEIGHT    -        -19.240 (meters)                     GEOID18
 NO0486  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 NO0486  HORZ ORDER      -  FIRST
 NO0486
 NO0486.The horizontal coordinates were established by classical geodetic methods
 NO0486.and adjusted by the National Geodetic Survey in August 1997.
 NO0486
 NO0486.The orthometric height was scaled from a topographic map.
 NO0486
 NO0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0486.GEOID18 height accuracy estimate available here.
 NO0486
 NO0486.Click photographs - Photos may exist for this station.
 NO0486
 NO0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0486
 NO0486. The following values were computed from the NAD 83(1995) position.
 NO0486
 NO0486;                    North         East     Units Scale Factor Converg.
 NO0486;SPC NE       -   250,115.272   354,225.447   MT  0.99970747   -1 10 03.9
 NO0486;SPC NE       -   820,586.52  1,162,154.65   sFT  0.99970747   -1 10 03.9
 NO0486;UTM  14      - 4,661,539.263   271,498.548   MT  1.00024251   -1 51 05.9
 NO0486
 NO0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0486!SPC NE       -   0.99981038  x   0.99970747  =   0.99951791
 NO0486!UTM  14      -   0.99981038  x   1.00024251  =   1.00005284
 NO0486
 NO0486:                Primary Azimuth Mark                     Grid Az
 NO0486:SPC NE       -  FRYE AZ MK                               324 55 19.7
 NO0486:UTM  14      -  FRYE AZ MK                               325 36 21.7
 NO0486
 NO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7149861539(NAD 83)
 NO0486
 NO0486|---------------------------------------------------------------------|
 NO0486| PID    Reference Object                     Distance      Geod. Az  |
 NO0486|                                                           dddmmss.s |
 NO0486| CQ3801 FRYE RM 1                            10.563 METERS 03008     |
 NO0486| CQ3802 FRYE RM 2                            11.657 METERS 12037     |
 NO0486| CQ3800 FRYE AZ MK                                         3234515.8 |
 NO0486|---------------------------------------------------------------------|
 NO0486
 NO0486                          SUPERSEDED SURVEY CONTROL
 NO0486
 NO0486  NAD 83(1986)-  42 04 21.68675(N)    101 45 43.66168(W) AD(       ) 1
 NO0486  NAD 27      -  42 04 21.73600(N)    101 45 42.02400(W) AD(       ) 1
 NO0486
 NO0486.Superseded values are not recommended for survey control.
 NO0486
 NO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0486.See file dsdata.pdf to determine how the superseded data were derived.
 NO0486
 NO0486_MARKER: DS = TRIANGULATION STATION DISK
 NO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0486_STAMPING: FRYE 1946
 NO0486_MARK LOGO: CGS
 NO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0486+STABILITY: SURFACE MOTION
 NO0486
 NO0486  HISTORY     - Date     Condition        Report By
 NO0486  HISTORY     - 1946     MONUMENTED       CGS
 NO0486
 NO0486                          STATION DESCRIPTION
 NO0486
 NO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0486'THE STATION IS ABOUT 5 MILES NORTH OF HYANNIS, ABOUT 1 MILE
 NO0486'SOUTH OF A RANCH HOUSE, AND 80 FEET WEST OF A NORTH-SOUTH
 NO0486'FENCE LINE.  IT IS ON THE HIGHEST SAND HILL IN THE VICINITY,
 NO0486'PROJECTS 12 INCHES AND IS STAMPED FRYE 1946.
 NO0486'
 NO0486'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0486'AND IS ABOUT 8 INCHES BELOW STATION ELEVATION.  IT IS 58 FEET
 NO0486'WEST OF A NORTH-SOUTH FENCE LINE, PROJECTS 12 INCHES AND IS
 NO0486'STAMPED FRYE NO 1 1946.
 NO0486'
 NO0486'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NO0486'IS ABOUT 1.5 FEET BELOW STATION ELEVATION.  IT IS 50 FEET WEST
 NO0486'OF A NORTH-SOUTH FENCE LINE, PROJECTS 11 INCHES AND IS STAMPED
 NO0486'FRYE NO 2 1946.
 NO0486'
 NO0486'AZIMUTH MARK IS ON THE SUMMIT OF A LOW SAND HILL, ABOUT 0.65
 NO0486'MILE SOUTH OF A RANCH HOUSE, 250 YARDS EAST OF A NORTH-SOUTH
 NO0486'AND AN EAST-WEST FENCE CORNER, 250 YARDS WEST OF A NORTH-SOUTH
 NO0486'FENCE LINE, AND 2.5 FEET SOUTH OF A 4X4 INCH WITNESS POST.  IT
 NO0486'PROJECTS 12 INCHES AND IS STAMPED FRYE 1946.
 NO0486'
 NO0486'TO REACH THE STATION FROM THE BANK IN HYANNIS, GO WEST ON STATE
 NO0486'HIGHWAY NO. 2 FOR 0.25 MILE TO A T ROAD RIGHT, NORTH.  TURN
 NO0486'RIGHT, NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.85 MILE
 NO0486'TO A FORK.  TAKE RIGHT FORK, MAIN TRAVELED ROAD, AND GO
 NO0486'0.65 MILE TO A FORK.  TAKE LEFT FORK, CROSS DITCH, AND GO
 NO0486'2.25 MILES TO A FORK.  TAKE LEFT FORK, WEST, FOR 0.25 MILE
 NO0486'TO A CATTLE GUARD AND A FORK.  KEEP RIGHT FORK AND GO 0.9 MILE
 NO0486'TO A CATTLE GUARD.  PASS OVER CATTLE GUARD AND TAKE RIGHT FORK
 NO0486'FOR 1.2 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.3 MILES
 NO0486'TO A POINT ABOUT 200 YARDS BEFORE REACHING A LONG METAL
 NO0486'SHED.  TURN RIGHT INTO A MEADOW AND PICK UP A DIM TRACK ROAD
 NO0486'AND FOLLOW IT EASTERLY UP THE VALLEY FOR 0.55 MILE TO A
 NO0486'WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 NO0486'1.0 MILE TO ANOTHER WIRE GATE AT A T FENCE CORNER.  PASS
 NO0486'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.3 MILE TO A
 NO0486'POINT ABOUT 0.3 MILE SOUTH OF A RANCH HOUSE.  HERE TURN
 NO0486'RIGHT, SOUTH, LEAVING ROAD AND DRIVE UP STEEP SLOPE FOR 0.6
 NO0486'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0486'
 NO0486'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 NO0486'FOR 0.25 MILE TO THE SUMMIT OF A LOWER SAND HILL AND THE
 NO0486'AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0413 ***********************************************************************
 ML0413  DESIGNATION -  FU 121
 ML0413  PID         -  ML0413
 ML0413  STATE/COUNTY-  NE/HOWARD
 ML0413  COUNTRY     -  US
 ML0413  USGS QUAD   -  FARWELL (2017)
 ML0413
 ML0413                         *CURRENT SURVEY CONTROL
 ML0413  ______________________________________________________________________
 ML0413* NAD 83(1986) POSITION- 41 09 44.     (N) 098 40 18.     (W)   SCALED
 ML0413* NAVD 88 ORTHO HEIGHT -   611.445 (meters)     2006.05  (feet) ADJUSTED
 ML0413  ______________________________________________________________________
 ML0413  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 ML0413  DYNAMIC HEIGHT  -        611.135 (meters)     2005.03  (feet) COMP
 ML0413  MODELED GRAVITY -    980,095.7   (mgal)                       NAVD 88
 ML0413
 ML0413  VERT ORDER      -  SECOND    CLASS 0
 ML0413
 ML0413.The horizontal coordinates were scaled from a map and have
 ML0413.an estimated accuracy of +/- 6 seconds.
 ML0413
 ML0413.The orthometric height was determined by differential leveling and
 ML0413.adjusted by the NATIONAL GEODETIC SURVEY
 ML0413.in June 1991.
 ML0413
 ML0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0413.GEOID18 height accuracy estimate available here.
 ML0413
 ML0413.Click photographs - Photos may exist for this station.
 ML0413
 ML0413.The dynamic height is computed by dividing the NAVD 88
 ML0413.geopotential number by the normal gravity value computed on the
 ML0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0413.degrees latitude (g = 980.6199 gals.).
 ML0413
 ML0413.The modeled gravity was interpolated from observed gravity values.
 ML0413
 ML0413;                    North         East    Units  Estimated Accuracy
 ML0413;SPC NE       -   148,400.      611,450.      MT  (+/- 180 meters Scaled)
 ML0413
 ML0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL275568(NAD 83)
 ML0413
 ML0413                          SUPERSEDED SURVEY CONTROL
 ML0413
 ML0413  NGVD 29 (??/??/92)  611.201  (m)         2005.25   (f) ADJ UNCH    2 0
 ML0413
 ML0413.Superseded values are not recommended for survey control.
 ML0413
 ML0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0413.See file dsdata.pdf to determine how the superseded data were derived.
 ML0413
 ML0413_MARKER: DD = SURVEY DISK
 ML0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0413_STAMPING: FU 121
 ML0413_PROJECTION: FLUSH
 ML0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0413+STABILITY: SURFACE MOTION
 ML0413
 ML0413  HISTORY     - Date     Condition        Report By
 ML0413  HISTORY     - UNK      MONUMENTED       BOR
 ML0413  HISTORY     - 1950     GOOD             CGS
 ML0413
 ML0413                          STATION DESCRIPTION
 ML0413
 ML0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0413'5.1 MI W FROM NYSTED.
 ML0413'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0413'AT NYSTED, THENCE 3.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0413'SOUTHWEST CORNER OF SECTION 23, T. 14 N., R. 12 W., IN THE
 ML0413'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, AT THE SOUTHWEST
 ML0413'CORNER OF THE KELSO CEMETERY, 159 FEET SOUTH OF BENCH MARK
 ML0413'R 281, 30.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0413'ROAD, 35.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ML0413'1.3 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL
 ML0413'OF THE NORTH-SOUTH ROAD, SET IN CONCRETE IN THE TOP OF A 2-INCH
 ML0413'IRON PIPE ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0323 ***********************************************************************
 ML0323  DESIGNATION -  FU 184
 ML0323  PID         -  ML0323
 ML0323  STATE/COUNTY-  NE/SHERMAN
 ML0323  COUNTRY     -  US
 ML0323  USGS QUAD   -  ROCKVILLE (2017)
 ML0323
 ML0323                         *CURRENT SURVEY CONTROL
 ML0323  ______________________________________________________________________
 ML0323* NAD 83(1986) POSITION- 41 07 10.     (N) 098 48 20.     (W)   SCALED
 ML0323* NAVD 88 ORTHO HEIGHT -   636.767 (meters)     2089.13  (feet) ADJUSTED
 ML0323  ______________________________________________________________________
 ML0323  GEOID HEIGHT    -        -24.229 (meters)                     GEOID18
 ML0323  DYNAMIC HEIGHT  -        636.440 (meters)     2088.05  (feet) COMP
 ML0323  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 ML0323
 ML0323  VERT ORDER      -  FIRST     CLASS II
 ML0323
 ML0323.The horizontal coordinates were scaled from a map and have
 ML0323.an estimated accuracy of +/- 6 seconds.
 ML0323
 ML0323.The orthometric height was determined by differential leveling and
 ML0323.adjusted by the NATIONAL GEODETIC SURVEY
 ML0323.in June 1991.
 ML0323
 ML0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0323.GEOID18 height accuracy estimate available here.
 ML0323
 ML0323.Click photographs - Photos may exist for this station.
 ML0323
 ML0323.The dynamic height is computed by dividing the NAVD 88
 ML0323.geopotential number by the normal gravity value computed on the
 ML0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0323.degrees latitude (g = 980.6199 gals.).
 ML0323
 ML0323.The modeled gravity was interpolated from observed gravity values.
 ML0323
 ML0323;                    North         East    Units  Estimated Accuracy
 ML0323;SPC NE       -   143,480.      600,280.      MT  (+/- 180 meters Scaled)
 ML0323
 ML0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163520(NAD 83)
 ML0323
 ML0323                          SUPERSEDED SURVEY CONTROL
 ML0323
 ML0323  NGVD 29 (??/??/92)  636.526  (m)         2088.34   (f) ADJ UNCH    1 2
 ML0323
 ML0323.Superseded values are not recommended for survey control.
 ML0323
 ML0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0323.See file dsdata.pdf to determine how the superseded data were derived.
 ML0323
 ML0323_MARKER: P = PIPE CAP
 ML0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0323_STAMPING: F U 184
 ML0323_MARK LOGO: BOR
 ML0323_PROJECTION: FLUSH
 ML0323_MAGNETIC: P = MARKER IS A STEEL PIPE
 ML0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0323
 ML0323  HISTORY     - Date     Condition        Report By
 ML0323  HISTORY     - UNK      MONUMENTED       BOR
 ML0323  HISTORY     - 1950     GOOD             CGS
 ML0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 ML0323
 ML0323                          STATION DESCRIPTION
 ML0323
 ML0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0323'1.4 MI E FROM ROCKVILLE.
 ML0323'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0323'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, 28 FEET EAST OF THE CENTER
 ML0323'LINE OF A ROAD LEADING NORTH, 29 FEET SOUTH OF THE CENTER LINE OF
 ML0323'AN EAST AND WEST ROAD, 1.8 FEET NORTHWEST OF A FENCE CORNER, 1.6
 ML0323'FEET NORTH OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, A
 ML0323'2 INCH BRASS CAP WHICH IS RIVETED ON THE TOP OF AN IRON PIPE
 ML0323'WHICH IS FLUSH WITH THE GROUND.
 ML0323
 ML0323                          STATION RECOVERY (1979)
 ML0323
 ML0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ML0323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0311 ***********************************************************************
 ML0311  DESIGNATION -  FU 198
 ML0311  PID         -  ML0311
 ML0311  STATE/COUNTY-  NE/SHERMAN
 ML0311  COUNTRY     -  US
 ML0311  USGS QUAD   -  LOUP CITY SE (2017)
 ML0311
 ML0311                         *CURRENT SURVEY CONTROL
 ML0311  ______________________________________________________________________
 ML0311* NAD 83(1986) POSITION- 41 15 01.     (N) 098 48 13.     (W)   SCALED
 ML0311* NAVD 88 ORTHO HEIGHT -   631.041 (meters)     2070.34  (feet) ADJUSTED
 ML0311  ______________________________________________________________________
 ML0311  GEOID HEIGHT    -        -24.175 (meters)                     GEOID18
 ML0311  DYNAMIC HEIGHT  -        630.717 (meters)     2069.28  (feet) COMP
 ML0311  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 ML0311
 ML0311  VERT ORDER      -  FIRST     CLASS II
 ML0311
 ML0311.The horizontal coordinates were scaled from a map and have
 ML0311.an estimated accuracy of +/- 6 seconds.
 ML0311
 ML0311.The orthometric height was determined by differential leveling and
 ML0311.adjusted by the NATIONAL GEODETIC SURVEY
 ML0311.in June 1991.
 ML0311
 ML0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0311.GEOID18 height accuracy estimate available here.
 ML0311
 ML0311.Click photographs - Photos may exist for this station.
 ML0311
 ML0311.The dynamic height is computed by dividing the NAVD 88
 ML0311.geopotential number by the normal gravity value computed on the
 ML0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0311.degrees latitude (g = 980.6199 gals.).
 ML0311
 ML0311.The modeled gravity was interpolated from observed gravity values.
 ML0311
 ML0311;                    North         East    Units  Estimated Accuracy
 ML0311;SPC NE       -   158,010.      600,240.      MT  (+/- 180 meters Scaled)
 ML0311
 ML0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164665(NAD 83)
 ML0311
 ML0311                          SUPERSEDED SURVEY CONTROL
 ML0311
 ML0311  NGVD 29 (??/??/92)  630.795  (m)         2069.53   (f) ADJ UNCH    1 2
 ML0311
 ML0311.Superseded values are not recommended for survey control.
 ML0311
 ML0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0311.See file dsdata.pdf to determine how the superseded data were derived.
 ML0311
 ML0311_MARKER: P = PIPE CAP
 ML0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0311_STAMPING: FU 198
 ML0311_MARK LOGO: BOR
 ML0311_PROJECTION: FLUSH
 ML0311_MAGNETIC: P = MARKER IS A STEEL PIPE
 ML0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0311
 ML0311  HISTORY     - Date     Condition        Report By
 ML0311  HISTORY     - UNK      MONUMENTED       BOR
 ML0311  HISTORY     - 1950     GOOD             CGS
 ML0311
 ML0311                          STATION DESCRIPTION
 ML0311
 ML0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0311'0.6 MI NW FROM ASHTON.
 ML0311'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 ML0311'ASHTON, THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, AT A
 ML0311'ROAD INTERSECTION, 100 FEET NORTH OF THE CENTER LINE OF THE
 ML0311'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 ML0311'1.3 FEET SOUTHWEST OF A POWER LINE POLE, 2.0 FEET WEST OF A
 ML0311'REFERENCE POST, A BRASS CAP RIVETED ON THE TOP OF A 2-INCH IRON
 ML0311'PIPE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0305 ***********************************************************************
 ML0305  DESIGNATION -  FU 208
 ML0305  PID         -  ML0305
 ML0305  STATE/COUNTY-  NE/SHERMAN
 ML0305  COUNTRY     -  US
 ML0305  USGS QUAD   -  LOUP CITY SE (2017)
 ML0305
 ML0305                         *CURRENT SURVEY CONTROL
 ML0305  ______________________________________________________________________
 ML0305* NAD 83(1986) POSITION- 41 17 37.     (N) 098 50 32.     (W)   SCALED
 ML0305* NAVD 88 ORTHO HEIGHT -   644.334 (meters)     2113.95  (feet) ADJUSTED
 ML0305  ______________________________________________________________________
 ML0305  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 ML0305  DYNAMIC HEIGHT  -        644.003 (meters)     2112.87  (feet) COMP
 ML0305  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 ML0305
 ML0305  VERT ORDER      -  FIRST     CLASS II
 ML0305
 ML0305.The horizontal coordinates were scaled from a map and have
 ML0305.an estimated accuracy of +/- 6 seconds.
 ML0305
 ML0305.The orthometric height was determined by differential leveling and
 ML0305.adjusted by the NATIONAL GEODETIC SURVEY
 ML0305.in June 1991.
 ML0305
 ML0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0305.GEOID18 height accuracy estimate available here.
 ML0305
 ML0305.Click photographs - Photos may exist for this station.
 ML0305
 ML0305.The dynamic height is computed by dividing the NAVD 88
 ML0305.geopotential number by the normal gravity value computed on the
 ML0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0305.degrees latitude (g = 980.6199 gals.).
 ML0305
 ML0305.The modeled gravity was interpolated from observed gravity values.
 ML0305
 ML0305;                    North         East    Units  Estimated Accuracy
 ML0305;SPC NE       -   162,780.      596,940.      MT  (+/- 180 meters Scaled)
 ML0305
 ML0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132713(NAD 83)
 ML0305
 ML0305                          SUPERSEDED SURVEY CONTROL
 ML0305
 ML0305  NGVD 29 (??/??/92)  644.085  (m)         2113.14   (f) ADJ UNCH    1 2
 ML0305
 ML0305.Superseded values are not recommended for survey control.
 ML0305
 ML0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0305.See file dsdata.pdf to determine how the superseded data were derived.
 ML0305
 ML0305_MARKER: P = PIPE CAP
 ML0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0305_STAMPING: FU 208
 ML0305_MARK LOGO: BOR
 ML0305_PROJECTION: FLUSH
 ML0305_MAGNETIC: P = MARKER IS A STEEL PIPE
 ML0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0305
 ML0305  HISTORY     - Date     Condition        Report By
 ML0305  HISTORY     - UNK      MONUMENTED       BOR
 ML0305  HISTORY     - 1950     GOOD             CGS
 ML0305
 ML0305                          STATION DESCRIPTION
 ML0305
 ML0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0305'5.6 MI NW FROM ASHTON.
 ML0305'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0305'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0305'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 ML0305'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 ML0305'AT A ROAD JUNCTION, 24 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0305'AND SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 ML0305'WEST ROAD, 1.4 FEET EAST OF A FENCE CORNER, 1.3 FEET NORTHEAST
 ML0305'OF A POWER POLE, 1.4 FEET SOUTH OF A WITNESS POST, RIVETED ON THE
 ML0305'TOP OF A 2 INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2105 ***********************************************************************
 MK2105  DESIGNATION -  FUJAN
 MK2105  PID         -  MK2105
 MK2105  STATE/COUNTY-  NE/SAUNDERS
 MK2105  COUNTRY     -  US
 MK2105  USGS QUAD   -  PRAGUE (2017)
 MK2105
 MK2105                         *CURRENT SURVEY CONTROL
 MK2105  ______________________________________________________________________
 MK2105* NAD 83(1995) POSITION- 41 15 58.17172(N) 096 46 31.70185(W)   ADJUSTED
 MK2105* NAVD 88 ORTHO HEIGHT -   431.    (meters)     1414.    (feet) SCALED
 MK2105  ______________________________________________________________________
 MK2105  GEOID HEIGHT    -        -26.710 (meters)                     GEOID18
 MK2105  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 MK2105  HORZ ORDER      -  SECOND
 MK2105
 MK2105.The horizontal coordinates were established by classical geodetic methods
 MK2105.and adjusted by the National Geodetic Survey in August 1997.
 MK2105
 MK2105.The orthometric height was scaled from a topographic map.
 MK2105
 MK2105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2105.GEOID18 height accuracy estimate available here.
 MK2105
 MK2105.Click photographs - Photos may exist for this station.
 MK2105
 MK2105.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2105
 MK2105. The following values were computed from the NAD 83(1995) position.
 MK2105
 MK2105;                    North         East     Units Scale Factor Converg.
 MK2105;SPC NE       -   164,116.554   770,049.407   MT  0.99966730   +2 08 12.8
 MK2105;SPC NE       -   538,439.06  2,526,403.76   sFT  0.99966730   +2 08 12.8
 MK2105;UTM  14      - 4,570,690.368   686,337.708   MT  1.00002734   +1 28 03.5
 MK2105
 MK2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2105!SPC NE       -   0.99993656  x   0.99966730  =   0.99960388
 MK2105!UTM  14      -   0.99993656  x   1.00002734  =   0.99996390
 MK2105
 MK2105:                Primary Azimuth Mark                     Grid Az
 MK2105:SPC NE       -  MALMO WATER TANK                         087 29 14.7
 MK2105:UTM  14      -  MALMO WATER TANK                         088 09 24.0
 MK2105
 MK2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8633770690(NAD 83)
 MK2105
 MK2105|---------------------------------------------------------------------|
 MK2105| PID    Reference Object                     Distance      Geod. Az  |
 MK2105|                                                           dddmmss.s |
 MK2105| CL6551 FUJAN RM 2                           20.220 METERS 08812     |
 MK2105| CL7380 MALMO WATER TANK                                   0893727.5 |
 MK2105| CL6550 FUJAN RM 1                           16.441 METERS 18644     |
 MK2105|---------------------------------------------------------------------|
 MK2105
 MK2105                          SUPERSEDED SURVEY CONTROL
 MK2105
 MK2105  NAD 83(1986)-  41 15 58.18125(N)    096 46 31.70403(W) AD(       ) 2
 MK2105  NAD 27      -  41 15 58.16459(N)    096 46 30.59797(W) AD(       ) 2
 MK2105
 MK2105.Superseded values are not recommended for survey control.
 MK2105
 MK2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2105.See file dsdata.pdf to determine how the superseded data were derived.
 MK2105
 MK2105_MARKER: DD = SURVEY DISK
 MK2105_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2105+WITH SETTING: INFORMATION.
 MK2105_STAMPING: ET FUJAN 1967
 MK2105_MARK LOGO: USGS
 MK2105_PROJECTION: FLUSH
 MK2105_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2105
 MK2105  HISTORY     - Date     Condition        Report By
 MK2105  HISTORY     - 1967     MONUMENTED       USGS
 MK2105
 MK2105                          STATION DESCRIPTION
 MK2105
 MK2105'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2105'THE STATION IS LOCATED APPROX. 3.0 MI W. OF MALMO, T. 15 N.,
 MK2105'R. 6 E., NEAR COR. SECS. 17, 18, 19, 20.  72 FT S., 33 FT W. OF
 MK2105'CENTER OF DRIVEWAY W., 33 FT W. OF CENTER OF RD.
 MK2105'
 MK2105'TO REACH THE STATION FROM THE POST OFFICE IN MALMO, GO S. ACROSS
 MK2105'RR. TRACKS, TURN RIGHT (W.) AND GO 0.9 MI TO T-RD. E., TURN
 MK2105'RIGHT (N.) AND GO 0.1 MI TO T-RD W., TURN LEFT (W.) AND GO 2.0
 MK2105'MI TO CROSSROADS TURN RIGHT (N.) AND GO 0.2 MI TO STATION ON LEFT
 MK2105'(W.) ON PROPERTY OF CHARLES FUJAN.
 MK2105'
 MK2105'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2105'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12 IN. LONG,
 MK2105'FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2105'
 MK2105'THE STATION MARK IS STAMPED ET FUJAN 1967.
 MK2105'
 MK2105'REFERENCE MARK NO. 1 IS S. OF THE STATION, 126 FT S., 40 FT W.
 MK2105'OF DRIVE W., STAMPED FUJAN NO 1 1967.
 MK2105'
 MK2105'REFERENCE MARK 2 IS E. OF THE STATION, 71 FT S., 34 FT E. OF
 MK2105'CENTER OF DRIVE W..  STAMPED FUJAN NO 2 1967.
 MK2105'
 MK2105'AZIMUTH MARK=WT IN MALMO, APPROX. 2.5 MI E. OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1066 ***********************************************************************
 ML1066  CBN         -  This is a Cooperative Base Network Control Station.
 ML1066  DESIGNATION -  FULLERTON
 ML1066  PID         -  ML1066
 ML1066  STATE/COUNTY-  NE/NANCE
 ML1066  COUNTRY     -  US
 ML1066  USGS QUAD   -  BELGRADE SE (2017)
 ML1066
 ML1066                         *CURRENT SURVEY CONTROL
 ML1066  ______________________________________________________________________
 ML1066* NAD 83(2011) POSITION- 41 22 17.18099(N) 098 05 14.18354(W)   ADJUSTED
 ML1066* NAD 83(2011) ELLIP HT-   548.427 (meters)        (06/27/12)   ADJUSTED
 ML1066* NAD 83(2011) EPOCH   -  2010.00
 ML1066* NAVD 88 ORTHO HEIGHT -   573.2   (meters)     1881.    (feet) GPS OBS
 ML1066  ______________________________________________________________________
 ML1066  NAVD 88 orthometric height was determined with geoid model    GEOID93
 ML1066  GEOID HEIGHT    -        -24.660 (meters)                     GEOID93
 ML1066  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 ML1066  NAD 83(2011) X  -   -674,403.555 (meters)                     COMP
 ML1066  NAD 83(2011) Y  - -4,746,163.636 (meters)                     COMP
 ML1066  NAD 83(2011) Z  -  4,193,830.339 (meters)                     COMP
 ML1066  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 ML1066
 ML1066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML1066  Standards:
 ML1066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML1066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML1066  -------------------------------------------------------------------
 ML1066  NETWORK    0.38   1.02           0.18   0.12   0.52      0.00479228
 ML1066  -------------------------------------------------------------------
 ML1066  Click here for local accuracies and other accuracy information.
 ML1066
 ML1066.The horizontal coordinates were established by GPS observations
 ML1066.and adjusted by the National Geodetic Survey in June 2012.
 ML1066
 ML1066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML1066.been affixed to the stable North American tectonic plate. See 
 ML1066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML1066
 ML1066.The horizontal coordinates are valid at the epoch date displayed above
 ML1066.which is a decimal equivalence of Year/Month/Day.
 ML1066
 ML1066.The orthometric height was determined by GPS observations and a
 ML1066.high-resolution geoid model.
 ML1066
 ML1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1066.GEOID18 height accuracy estimate available here.
 ML1066
 ML1066.Click photographs - Photos may exist for this station.
 ML1066
 ML1066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1066
 ML1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1066
 ML1066.The ellipsoidal height was determined by GPS observations
 ML1066.and is referenced to NAD 83.
 ML1066
 ML1066. The following values were computed from the NAD 83(2011) position.
 ML1066
 ML1066;                    North         East     Units Scale Factor Converg.
 ML1066;SPC NE       -   172,538.053   659,953.559   MT  0.99966133   +1 16 03.2
 ML1066;SPC NE       -   566,068.60  2,165,197.63   sFT  0.99966133   +1 16 03.2
 ML1066;UTM  14      - 4,580,393.514   576,329.585   MT  0.99967170   +0 36 11.8
 ML1066
 ML1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1066!SPC NE       -   0.99991398  x   0.99966133  =   0.99957534
 ML1066!UTM  14      -   0.99991398  x   0.99967170  =   0.99958571
 ML1066
 ML1066:                Primary Azimuth Mark                     Grid Az
 ML1066:SPC NE       -  FULLERTON AZ MK                          000 33 36.3
 ML1066:UTM  14      -  FULLERTON AZ MK                          001 13 27.7
 ML1066
 ML1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7632980393(NAD 83)
 ML1066
 ML1066|---------------------------------------------------------------------|
 ML1066| PID    Reference Object                     Distance      Geod. Az  |
 ML1066|                                                           dddmmss.s |
 ML1066| CN9352 FULLERTON RM 1 AZIMUTH                             0004152.1 |
 ML1066| CN9351 FULLERTON AZ MK                                    0014939.5 |
 ML1066| ML1043 RED CHURCH SPIRE                    APPROX.17.2 KM 0124841.3 |
 ML1066| CN9353 FULLERTON RM 2                       21.512 METERS 09726     |
 ML1066| CN9354 FULLERTON RM 3                       26.510 METERS 18108     |
 ML1066| ML1067 FULLERTON RM 4                       10.149 METERS 27835     |
 ML1066|---------------------------------------------------------------------|
 ML1066
 ML1066                          SUPERSEDED SURVEY CONTROL
 ML1066
 ML1066  NAD 83(2007)-  41 22 17.18095(N)    098 05 14.18416(W) AD(2002.00) 0
 ML1066  ELLIP H (02/10/07)  548.452  (m)                       GP(2002.00)    
 ML1066  ELLIP H (07/10/01)  548.432  (m)                       GP(       ) 4 1
 ML1066  NAD 83(1995)-  41 22 17.18083(N)    098 05 14.18354(W) AD(       ) B
 ML1066  ELLIP H (06/25/96)  548.494  (m)                       GP(       ) 1 1
 ML1066  NAD 83(1986)-  41 22 17.18662(N)    098 05 14.18716(W) AD(       ) 1
 ML1066  NAD 27      -  41 22 17.13000(N)    098 05 12.96200(W) AD(       ) 1
 ML1066
 ML1066.Superseded values are not recommended for survey control.
 ML1066
 ML1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1066.See file dsdata.pdf to determine how the superseded data were derived.
 ML1066
 ML1066_MARKER: DS = TRIANGULATION STATION DISK
 ML1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1066_STAMPING: FULLERTON 1930
 ML1066_MARK LOGO: CGS
 ML1066_PROJECTION: RECESSED 46 CENTIMETERS
 ML1066_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1066+STABILITY: SURFACE MOTION
 ML1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1066+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 ML1066
 ML1066  HISTORY     - Date     Condition        Report By
 ML1066  HISTORY     - 1930     MONUMENTED       CGS
 ML1066  HISTORY     - 1935     GOOD             NEGS
 ML1066  HISTORY     - 1950     GOOD             CGS
 ML1066  HISTORY     - 19950607 GOOD             NGS
 ML1066  HISTORY     - 20000613 GOOD             NEDR
 ML1066  HISTORY     - 20100512 GOOD             INDIV
 ML1066  HISTORY     - 20180918 GOOD             NEGS
 ML1066
 ML1066                          STATION DESCRIPTION
 ML1066
 ML1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1066'STATION ABOUT 6 MILES W AND 3/4 MILE N OF FULLERTON IN SW
 ML1066'1/4 OF SEC. 11, T 16 N, R 7 W, ON LAND OWNED BY ELMER DOLSON.
 ML1066'THE STATION IS IN THE CULTIVATED FIELD ON THE W SIDE OF THE
 ML1066'ROAD, 2.66 METERS INSIDE THE FENCE LINE AND 11.78 METERS FROM
 ML1066'THE CENTER LINE OF THE ROAD.
 ML1066'
 ML1066'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1066'DISKS SET IN CONCRETE.
 ML1066'
 ML1066'REFERENCE MARK NO. 1 IS IN A CULTIVATED FIELD, NEAR THE SECTION
 ML1066'CORNER, 0.63 METER FROM THE W FENCE LINE, 0.67 METER FROM THE
 ML1066'N FENCE LINE AND 11.50 METERS FROM THE INTERSECTION OF THE
 ML1066'MAIN ROAD AND THE FARM ROAD THAT JOINS IT FROM THE W.  REFERENCE
 ML1066'MARK NO. 2 IS ON THE E SIDE OF THE MAIN ROAD JUST OPPOSITE
 ML1066'THE STATION AND OUTSIDE OF THE CULTIVATED FIELD, 0.30 METER
 ML1066'FROM THE FENCE LINE, 9.65 METERS FROM THE CENTER LINE OF THE
 ML1066'ROAD AND 21.49 METERS FROM THE STATION.
 ML1066'
 ML1066'TO REACH FROM FULLERTON POST OFFICE GO W ON HIGHWAY 13 FOR
 ML1066'7 MILES TO ROAD RUNNING N ON THE HALF SECTION.  (THERE IS
 ML1066'A SCHOOLHOUSE ON THE S SIDE OF HIGHWAY 13, ABOUT 0.3 MILE
 ML1066'E OF THIS POINT.) TURN N ON THE 1/2-SECTION-LINE ROAD AND
 ML1066'FOLLOW FOR 0.3 MILE AND THE STATION WILL BE FOUND ON THE W SIDE
 ML1066'OF THE ROAD.
 ML1066'
 ML1066'TO REACH FROM WOLBACH FOLLOW HIGHWAY 13 E FOR 19 MILES UNTIL
 ML1066'SCHOOLHOUSE DESCRIBED ABOVE IS SEEN AND THEN TURN N AS NOTED
 ML1066'ABOVE.
 ML1066'
 ML1066'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 ML1066
 ML1066                          STATION RECOVERY (1935)
 ML1066
 ML1066'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1066'STATION WAS RECOVERED IN GOOD CONDITION.  STANDARD STATION
 ML1066'DISK IN CONCRETE BURIED 12 INCHES.  REFERENCE MARKS ARE
 ML1066'STANDARD REFERENCE DISKS PROJECTING ABOUT 6 INCHES ABOVE
 ML1066'GROUND.
 ML1066'
 ML1066'SINCE THE FENCE ON THE W SIDE OF THE SECTION-LINE ROAD HAS
 ML1066'BEEN MOVED OUT THE STATION IS NOW 21.5 FEET W OF SAID FENCE.
 ML1066'IN OTHER RESPECTS THE DESCRIPTION OF THE STATION IS CORRECT.
 ML1066'THE MARK IS ABOUT 0.4 MILE N OF STATE HIGHWAY 22.
 ML1066'
 ML1066'REFERENCE MARK NO. 1 IS AS DESCRIBED EXCEPT THAT IT IS NOT
 ML1066'NEAR SECTION CORNER.  IT IS ABOUT 1/4 MILE S OF THE N 1/4
 ML1066'SECTION CORNER, AND ABOUT 3/4 MILE N OF STATE HIGHWAY 22.
 ML1066'REFERENCE MARK NO. 2 IS AS DESCRIBED.
 ML1066'
 ML1066'IN THE DESCRIPTION OF HOW TO REACH THE STATION FROM FULLERTON
 ML1066'CHANGE HIGHWAY 13 TO READ STATE HIGHWAY 22, AND CHANGE AT
 ML1066'POINT ABOUT 0.3 E OF SCHOOLHOUSE TO AT POINT ABOUT 0.3 MILE
 ML1066'W OF SCHOOLHOUSE.
 ML1066
 ML1066                          STATION RECOVERY (1950)
 ML1066
 ML1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1066'THE STATION WAS RECOVERED AND THE STATION AND REFERENCE MARK
 ML1066'NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 ML1066'WAS DESTROYED BY REQUEST.
 ML1066'
 ML1066'A POWERLINE PASSES DIRECTLY OVER THE STATION MARK AND A TOWER
 ML1066'COULD NOT BE BUILT.
 ML1066'
 ML1066'THREE NEW MARKS WERE SET, REFERENCE MARKS NO. 3 AND NO. 4 AND
 ML1066'AZIMUTH MARK.  REFERENCE MARK NO. 4 WAS USED AS THE ECCENTRIC
 ML1066'STATION.
 ML1066'
 ML1066'A NEW DESCRIPTION FOLLOWS.
 ML1066'
 ML1066'THE STATION IS LOCATED ABOUT 7 MILES WEST OF FULLERTON AND
 ML1066'ON LAND OWNED BY MR. JOE MASLONKA.  IT IS 40 FEET WEST OF THE
 ML1066'APPROXIMATE CENTERLINE OF THE NORTH AND SOUTH ROAD.  THE
 ML1066'MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND AND
 ML1066'THE DISK IS STAMPED FULLERTON 1930.
 ML1066'
 ML1066'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF A TRIANGLE BLAZED
 ML1066'TELEPHONE POLE, 32 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1066'OF THE ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 ML1066'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FULLERTON NO
 ML1066'2 1930.
 ML1066'
 ML1066'REFERENCE MARK NO. 3 IS 40 FEET WEST OF THE APPROXIMATE
 ML1066'CENTERLINE OF THE ROAD AND 9 FEET NORTH OF A POWERLINE POLE.
 ML1066'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FULLERTON
 ML1066'NO 3 1950.
 ML1066'
 ML1066'REFERENCE MARK NO. 4 IS 73 FEET WEST OF THE APPROXIMATE
 ML1066'CENTERLINE OF THE ROAD.  THE MARK IS ABOUT 10 INCHES BELOW
 ML1066'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FULLERTON
 ML1066'NO 4 1950.
 ML1066'
 ML1066'AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1066'OF THE NORTH AND SOUTH ROAD AND 7 FEET SOUTH OF A TELEPHONE
 ML1066'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 ML1066'THE DISK IS STAMPED FULLERTON 1950.
 ML1066'
 ML1066'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH AND WEST
 ML1066'ON STATE HIGHWAY 22 FOR 6.4 MILES TO A SCHOOL HOUSE ON THE
 ML1066'LEFT, CONTINUE WEST 0.35 MILE TO A SIDE ROAD RIGHT, TURN
 ML1066'RIGHT (NORTH) 0.4 MILE TO THE STATION ON THE LEFT OR WEST
 ML1066'SIDE OF THE ROAD.
 ML1066'
 ML1066'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE
 ML1066'TO THE MARK ON THE RIGHT OR EAST SIDE OF THE ROAD.
 ML1066'
 ML1066'OBSERVATIONS TAKEN FROM A 4 FT. STAND.
 ML1066
 ML1066                          STATION RECOVERY (1995)
 ML1066
 ML1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML1066'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF BELGRADE, 6 MI (9.7
 ML1066'KM) WEST OF FULLERTON, 0.4 MI (0.6 KM) NORTH OF STATE HIGHWAY 22, ON
 ML1066'THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN THE SE1/4,
 ML1066'SEC11, T16N, R7W.  TO REACH THE MARK FROM THE SOUTH JUNCTION OF STATE
 ML1066'HIGHWAYS 14 AND 22 IN FULLERTON, GO WEST ON HIGHWAY 22 FOR 5.85 MI
 ML1066'(9.41 KM) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A
 ML1066'GRAVELED COUNTY ROAD FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT,
 ML1066'ABOUT 0.25 MI (0.40 KM) EAST-SOUTHEAST FROM A FARM HOUSE. THE DISK IS
 ML1066'SET INTO THE TOP OF A MASSIVE SQUARE CONCRETE MONUMENT THAT IS
 ML1066'RECESSED 1.5 FT (0.5 M) BELOW THE GROUND SURFACE.  IT IS 249.5 FT
 ML1066'(76.0 M) SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO THE FARMHOUSE,
 ML1066'93.4 FT (28.5 M) NORTH OF A UTILITY POLE, 39.5 FT (12.0 M) WEST OF THE
 ML1066'CENTERLINE OF THE ROAD, 2.8 FT (0.9 M) SOUTH OF A WITNESS POST, 2.8 FT
 ML1066'(0.9 M) NORTH OF A WITNESS POST, 1.0 FT (0.3 M) EAST OF THE WEST
 ML1066'RIGHT-OF-WAY FENCE AND IS ABOUT LEVEL WITH THE ROAD.  REBAR WAS DRIVEN
 ML1066'ALONG THE EAST SIDE OF THE MARK.
 ML1066
 ML1066                          STATION RECOVERY (2000)
 ML1066
 ML1066'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML1066'RECOVERED AS DESCRIBED.
 ML1066
 ML1066                          STATION RECOVERY (2010)
 ML1066
 ML1066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 ML1066'RECOVERED IN GOOD CONDITION.
 ML1066
 ML1066                          STATION RECOVERY (2018)
 ML1066
 ML1066'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML1066'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 14 AND NEBRASKA
 ML1066'HIGHWAY 22 IN FULLERTON, GO WEST ON NE. HIGHWAY 22 APPROXIMATELY 5.77
 ML1066'MI (9.28 KM) TO COUNTY ROAD N 205 TRUNK HIGHWAY AVENUE (MILE POST
 ML1066'51.35 NE. HIGHWAY 22).  TURN RIGHT (NORTH) ON N 205 TRUNK HIGHWAY
 ML1066'AVENUE AND GO APPROXIMATELY 0.37 MI (0.60 KM) TO STATION ON THE LEFT
 ML1066'(WEST).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1067 ***********************************************************************
 ML1067  DESIGNATION -  FULLERTON RM 4
 ML1067  PID         -  ML1067
 ML1067  STATE/COUNTY-  NE/NANCE
 ML1067  COUNTRY     -  US
 ML1067  USGS QUAD   -  BELGRADE SE (2017)
 ML1067
 ML1067                         *CURRENT SURVEY CONTROL
 ML1067  ______________________________________________________________________
 ML1067* NAD 83(1995) POSITION- 41 22 17.22993(N) 098 05 14.61537(W)   ADJUSTED
 ML1067* NAVD 88 ORTHO HEIGHT -   573.    (meters)     1880.    (feet) SCALED
 ML1067  ______________________________________________________________________
 ML1067  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 ML1067  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 ML1067  HORZ ORDER      -  SECOND
 ML1067
 ML1067.The horizontal coordinates were established by classical geodetic methods
 ML1067.and adjusted by the National Geodetic Survey in August 1997.
 ML1067
 ML1067.The orthometric height was scaled from a topographic map.
 ML1067
 ML1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1067.GEOID18 height accuracy estimate available here.
 ML1067
 ML1067.Click photographs - Photos may exist for this station.
 ML1067
 ML1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1067
 ML1067. The following values were computed from the NAD 83(1995) position.
 ML1067
 ML1067;                    North         East     Units Scale Factor Converg.
 ML1067;SPC NE       -   172,539.340   659,943.496   MT  0.99966133   +1 16 02.9
 ML1067;SPC NE       -   566,072.82  2,165,164.62   sFT  0.99966133   +1 16 02.9
 ML1067;UTM  14      - 4,580,394.918   576,319.538   MT  0.99967168   +0 36 11.5
 ML1067
 ML1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1067!SPC NE       -   0.99991398  x   0.99966133  =   0.99957534
 ML1067!UTM  14      -   0.99991398  x   0.99967168  =   0.99958569
 ML1067
 ML1067:                Primary Azimuth Mark                     Grid Az
 ML1067:SPC NE       -  GENOA                                    071 48 15.8
 ML1067:UTM  14      -  GENOA                                    072 28 07.2
 ML1067
 ML1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7631980394(NAD 83)
 ML1067
 ML1067|---------------------------------------------------------------------|
 ML1067| PID    Reference Object                     Distance      Geod. Az  |
 ML1067|                                                           dddmmss.s |
 ML1067| CN9352 FULLERTON RM 1 AZIMUTH                             0014031.7 |
 ML1067| MK1577 GENOA                               APPROX.22.7 KM 0730418.7 |
 ML1067| CN9353 FULLERTON RM 2                       31.655 METERS 09748     |
 ML1067| ML1066 FULLERTON                            10.149 METERS 09835     |
 ML1067| CN9354 FULLERTON RM 3                       29.579 METERS 16115     |
 ML1067|---------------------------------------------------------------------|
 ML1067
 ML1067                          SUPERSEDED SURVEY CONTROL
 ML1067
 ML1067  NAD 83(1986)-  41 22 17.23572(N)    098 05 14.61899(W) AD(       ) 2
 ML1067  NAD 27      -  41 22 17.17900(N)    098 05 13.39400(W) AD(       ) 2
 ML1067
 ML1067.Superseded values are not recommended for survey control.
 ML1067
 ML1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1067.See file dsdata.pdf to determine how the superseded data were derived.
 ML1067
 ML1067_MARKER: DS = TRIANGULATION STATION DISK
 ML1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1067+STABILITY: SURFACE MOTION
 ML1067
 ML1067  HISTORY     - Date     Condition        Report By
 ML1067  HISTORY     - 1950     MONUMENTED       CGS
 ML1067
 ML1067                          STATION DESCRIPTION
 ML1067
 ML1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1067'THE STATION IS LOCATED ABOUT 7 MILES WEST OF FULLERTON ON LAND
 ML1067'OWNED BY MR. JOE MASLONKA.  IT IS 80 FEET SOUTHWEST OF A TRIANGLE
 ML1067'BLAZED TELEPHONE POLE, 73 FEET WEST OF THE APPROXIMATE CENTERLINE
 ML1067'OF A NORTH AND SOUTH ROAD, AND ABOUT 35 FEET WEST OF THE
 ML1067'WEST ROAD DITCH.  THE MARK IS SET ABOUT 10 INCHES BELOW THE
 ML1067'SURFACE OF THE GROUND AND THE DISK IS STAMPED FULLERTON NO
 ML1067'4 1950.
 ML1067'
 ML1067'FULLERTON 1930 IS 40 FEET WEST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE NORTH AND SOUTH ROAD.  IT IS SET ABOUT 18 INCHES BELOW
 ML1067'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FULLERTON 1930.
 ML1067'
 ML1067'A TRAVERSE CONNECTION WAS MADE FROM FULLERTON 1930 TO FULLERTON
 ML1067'NO. 4.  THE DISTANCE IS AS SHOWN ABOVE.
 ML1067'
 ML1067'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE NORTH AND SOUTH ROAD, 46 FEET SOUTH OF A TRIANGLE BLAZED
 ML1067'TELEPHONE POLE AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 ML1067'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FULLERTON NO 2
 ML1067'1930.
 ML1067'
 ML1067'REFERENCE MARK NO. 3 IS 40 FEET WEST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE NORTH AND SOUTH ROAD AND 9 FEET NORTH OF A POWERLINE POLE.
 ML1067'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FULLERTON
 ML1067'NO 3 1950.
 ML1067'
 ML1067'THIS MARK WAS USED AS AN ECCENTRIC STATION DUE TO A POWERLINE
 ML1067'PASSING OVER THE 1930 STATION MARK AND A TOWER COULD NOT BE
 ML1067'BUILT.
 ML1067'
 ML1067'*REFERENCE MARK NO. 1 WAS DESTROYED AFTER THE STATION WAS
 ML1067'OCCUPIED AND THE NEW 1950 AZIMUTH MARK WAS NOT CUT IN FROM
 ML1067'THIS POINT.
 ML1067'
 ML1067'*AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE ROAD AND 7 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 ML1067'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 ML1067'FULLERTON 1950.
 ML1067'
 ML1067'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH AND WEST
 ML1067'ON STATE HIGHWAY 22 FOR 6.4 MILES TO A SCHOOL HOUSE ON THE LEFT,
 ML1067'CONTINUE WEST 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT (NORTH)
 ML1067'0.4 MILE TO THE STATION ON THE LEFT OR WEST SIDE OF THE ROAD.
 ML1067'
 ML1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE
 ML1067'TO THE MARK ON THE RIGHT OR EAST SIDE OF THE ROAD.
 ML1067'
 ML1067'A 4 FT. SIGNAL AT BLUFF IS V.G.
 ML1067'
 ML1067'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1370 ***********************************************************************
 LH1370  DESIGNATION -  FUNK 2
 LH1370  PID         -  LH1370
 LH1370  STATE/COUNTY-  NE/PHELPS
 LH1370  COUNTRY     -  US
 LH1370  USGS QUAD   -  HOLDREGE EAST (2017)
 LH1370
 LH1370                         *CURRENT SURVEY CONTROL
 LH1370  ______________________________________________________________________
 LH1370* NAD 83(1995) POSITION- 40 27 09.25574(N) 099 17 47.81055(W)   NO CHECK
 LH1370* NAD 83(1995) ELLIP HT-   677.826 (meters)        (06/27/02)   NO CHECK
 LH1370* NAVD 88 ORTHO HEIGHT -   702.6   (meters)     2305.    (feet) VERTCON
 LH1370  ______________________________________________________________________
 LH1370  GEOID HEIGHT    -        -24.931 (meters)                     GEOID18
 LH1370  NAD 83(1995) X  -   -785,235.472 (meters)                     COMP
 LH1370  NAD 83(1995) Y  - -4,796,924.738 (meters)                     COMP
 LH1370  NAD 83(1995) Z  -  4,116,793.436 (meters)                     COMP
 LH1370  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 LH1370  HORZ ORDER      -  THIRD
 LH1370  ELLP ORDER      -  FOURTH    CLASS I
 LH1370
 LH1370.The horizontal coordinates were established by classical geodetic methods
 LH1370.and adjusted by the National Geodetic Survey in August 1997.
 LH1370
 LH1370.No horizontal observational check was made to the station.
 LH1370
 LH1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1370
 LH1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1370.GEOID18 height accuracy estimate available here.
 LH1370
 LH1370.Click photographs - Photos may exist for this station.
 LH1370
 LH1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1370
 LH1370.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1370
 LH1370.The ellipsoidal height was determined by GPS observations
 LH1370.and is referenced to NAD 83.
 LH1370
 LH1370. The following values were computed from the NAD 83(1995) position.
 LH1370
 LH1370;                    North         East     Units Scale Factor Converg.
 LH1370;SPC NE       -    68,997.294   559,655.384   MT  0.99982599   +0 27 58.1
 LH1370;SPC NE       -   226,368.62  1,836,136.04   sFT  0.99982599   +0 27 58.1
 LH1370;UTM  14      - 4,478,032.386   474,849.039   MT  0.99960779   -0 11 32.8
 LH1370
 LH1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1370!SPC NE       -   0.99989368  x   0.99982599  =   0.99971969
 LH1370!UTM  14      -   0.99989368  x   0.99960779  =   0.99950151
 LH1370
 LH1370:                Primary Azimuth Mark                     Grid Az
 LH1370:SPC NE       -  FUNK 2 AZ MK                             073 17 17.4
 LH1370:UTM  14      -  FUNK 2 AZ MK                             073 56 48.3
 LH1370
 LH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7484978032(NAD 83)
 LH1370
 LH1370|---------------------------------------------------------------------|
 LH1370| PID    Reference Object                     Distance      Geod. Az  |
 LH1370|                                                           dddmmss.s |
 LH1370| LH1348 FUNK FRIDHEM LUTHERAN CH CROSS      APPROX. 4.2 KM 0722715.6 |
 LH1370| CN9359 FUNK 2 AZ MK                                       0734515.5 |
 LH1370| CN9361 FUNK 2 RM 4                          11.785 METERS 07504     |
 LH1370| CN9358 FUNK RM 3                             9.291 METERS 26145     |
 LH1370| LH1368 FUNK RESET                           23.786 METERS 33337     |
 LH1370|---------------------------------------------------------------------|
 LH1370
 LH1370                          SUPERSEDED SURVEY CONTROL
 LH1370
 LH1370  ELLIP H (08/18/97)  677.875  (m)                       GP(       ) 4 1
 LH1370  NAD 83(1986)-  40 27 09.26240(N)    099 17 47.80373(W) AD(       ) 3
 LH1370  NAD 27      -  40 27 09.22424(N)    099 17 46.45054(W) AD(       ) 3
 LH1370  NGVD 29 (02/23/90)  702.4    (m)  RAPSU86  model used  GPS OBS        
 LH1370
 LH1370.Superseded values are not recommended for survey control.
 LH1370
 LH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1370.See file dsdata.pdf to determine how the superseded data were derived.
 LH1370
 LH1370_MARKER: DS = TRIANGULATION STATION DISK
 LH1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1370_STAMPING: FUNK 2 1965
 LH1370_MARK LOGO: CGS
 LH1370_PROJECTION: PROJECTING 10 CENTIMETERS
 LH1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1370+STABILITY: SURFACE MOTION
 LH1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1370+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 LH1370
 LH1370  HISTORY     - Date     Condition        Report By
 LH1370  HISTORY     - 1965     MONUMENTED       CGS
 LH1370  HISTORY     - 1965     GOOD             CGS
 LH1370  HISTORY     - 19890505 GOOD             NGS
 LH1370  HISTORY     - 20190320 GOOD             NEDR
 LH1370
 LH1370                          STATION DESCRIPTION
 LH1370
 LH1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1370'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF HOLDREGE,
 LH1370'2-1/2 MILES WEST-SOUTHWEST OF FUNK, ON THE SOUTH RIGHT-OF-WAY OF
 LH1370'STATE HIGHWAYS 6 AND 34, AND ABOUT 200 YARDS NORTHWEST OF A
 LH1370'PHILLIPS 66 AGRICULTURE AMMONIA PLANT.
 LH1370'
 LH1370'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO SOUTH
 LH1370'FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  TURN LEFT AND GO
 LH1370'EAST-NORTHEAST ON U.S. HIGHWAYS 6 AND 34 FOR 4.0 MILES TO A
 LH1370'T-ROAD LEADING SOUTH TO THE PHILLIPS 66 PLANT AND THE STATION ON
 LH1370'THE RIGHT.
 LH1370'
 LH1370'STATION MARKS ARE STANDARD DISKS STAMPED FUNK 2 1965.  THE SURFACE
 LH1370'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1370'4 INCHES.  IT IS 43.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS
 LH1370'6 AND 34, 44 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 LH1370'AND 2 FEET EAST OF A METAL WITNESS POST, AND 79 FEET EAST OF THE
 LH1370'CENTER OF THE ROAD LEADING SOUTH.  THE UNDERGROUND DISK IS
 LH1370'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 LH1370'SURFACE OF THE GROUND.
 LH1370'
 LH1370'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FUNK NO 3 1951,
 LH1370'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LH1370'6 INCHES.  IT IS 48.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 LH1370'TRACK, 58.5 FEET EAST OF THE CENTER OF THE ROAD LEADING SOUTH,
 LH1370'AND 1.5 FEET EAST OF A WOODEN WITNESS POST.  NOTE- THE ARROW ON
 LH1370'THE DISK IS POINTING NORTH.
 LH1370'
 LH1370'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FUNK 2 NO 4 1965,
 LH1370'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 LH1370'INCHES.  IT IS 43 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 LH1370'44.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET WEST
 LH1370'OF A WOODEN WITNESS POST WITH A METAL SIGN ATTACHED.
 LH1370'
 LH1370'AZIMUTH MARK, A STANDARD DISK STAMPED FUNK 2 1965, IS SET IN THE
 LH1370'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LH1370'50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34, 36.5 FEET
 LH1370'NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 13 FEET WEST OF A
 LH1370'PRIVATE ROAD CROSSING, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LH1370'
 LH1370'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LH1370'HIGHWAYS 6 AND 34 FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 LH1370
 LH1370                          STATION RECOVERY (1965)
 LH1370
 LH1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LH1370'RECOVERED IN GOOD CONDITION.
 LH1370
 LH1370                          STATION RECOVERY (1989)
 LH1370
 LH1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1370'THE STATION IS LOCATED ABOUT 18.6 KM (11.55 MI) WEST OF AXTELL, 6.1 KM
 LH1370'(3.80 MI) EAST OF HOLDREDGE, 4.1 KM (2.55 MI) WEST OF FUNK , IN THE
 LH1370'SOUTHERN RIGHT-OF-WAY OF U.S. HIGHWAY 6 AND 34, NEAR MILEPOST 163.
 LH1370'OWNERSHIP--NE DEPT OF ROADS.
 LH1370'TO REACH THE STATION FROM THE CO-OP GRAIN ELEVATORS LOCATED ALONG U.S.
 LH1370'HIGHWAY 6 AND 34 IN FUNK, GO WEST ON U.S. HIGHWAY 6 AND 34 FOR 4.10 KM
 LH1370'(2.55 MI) TO THE STATION ON THE LEFT, SET IN THE GRASS MEDIAN
 LH1370'SEPARATING THE HIGHWAY AND THE WAC RAILROAD TRACKS AND NORTHEAST OF A
 LH1370'RAILROAD CROSSING.
 LH1370'THE STATION MARK IS SET 27.4 M (89.9 FT) EAST OF THE APPROXIMATE
 LH1370'CENTER OF A GRAVEL ROAD LEADING SOUTH TO THE RAILROAD CROSSING, 13.5 M
 LH1370'(44.3 FT) NORTH OF THE NORTH RAIL OF THE TRACK, 13.2 M (43.3 FT) SOUTH
 LH1370'AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT)
 LH1370'EAST-SOUTHEAST OF A CGS REFERENCE MARK DISK STAMPED ---FUNK NO.3
 LH1370'1951--- SET IN A ROUND CONCRET MONUMENT AT MILEPOST 163, BETWEEN TWO
 LH1370'WITNESS POSTS AND PROJECTS 5 CM ABOVE THE SURFACE.
 LH1370'DESCRIBED BY E.A.RICE.
 LH1370
 LH1370                          STATION RECOVERY (2019)
 LH1370
 LH1370'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2019 (BJ)
 LH1370'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6/34 AND MAIN STREET IN
 LH1370'FUNK, NEBRASKA, GO WEST-SOUTHWEST ON U.S. 6/34 APPROXIMATELY 1.45 MI
 LH1370'(2.33 KM) TO STATION ON THE LEFT (SOUTH).
 LH1370'
 LH1370'THE STATION IS LOCATED 49 FT (14.9 M) SOUTH FROM THE CENTERLINE OF
 LH1370'U.S. 6/34 AT MILE POST 163.52, APPROXIMATELY 1.19 MI (1.91 KM)
 LH1370'WEST-SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD S AND 37 FT (11.3 M)
 LH1370'NORTH-NORTHWEST FROM THE NORTH EDGE OF THE NORTH RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1348 ***********************************************************************
 LH1348  DESIGNATION -  FUNK FRIDHEM LUTHERAN CH CROSS
 LH1348  PID         -  LH1348
 LH1348  STATE/COUNTY-  NE/PHELPS
 LH1348  COUNTRY     -  US
 LH1348  USGS QUAD   -  AXTELL WEST (2017)
 LH1348
 LH1348                         *CURRENT SURVEY CONTROL
 LH1348  ______________________________________________________________________
 LH1348* NAD 83(1995) POSITION- 40 27 50.70564(N) 099 14 56.02075(W)   ADJUSTED
 LH1348  ______________________________________________________________________
 LH1348  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 LH1348  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 LH1348  HORZ ORDER      -  THIRD
 LH1348
 LH1348.The horizontal coordinates were established by classical geodetic methods
 LH1348.and adjusted by the National Geodetic Survey in August 1997.
 LH1348
 LH1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1348.GEOID18 height accuracy estimate available here.
 LH1348
 LH1348.Click photographs - Photos may exist for this station.
 LH1348
 LH1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1348
 LH1348. The following values were computed from the NAD 83(1995) position.
 LH1348
 LH1348;                    North         East     Units Scale Factor Converg.
 LH1348;SPC NE       -    70,309.603   563,691.345   MT  0.99982236   +0 29 51.9
 LH1348;SPC NE       -   230,674.09  1,849,377.35   sFT  0.99982236   +0 29 51.9
 LH1348;UTM  14      - 4,479,297.917   478,898.943   MT  0.99960548   -0 09 41.5
 LH1348
 LH1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7889879297(NAD 83)
 LH1348
 LH1348                          SUPERSEDED SURVEY CONTROL
 LH1348
 LH1348  NAD 83(1986)-  40 27 50.71005(N)    099 14 56.02072(W) AD(       ) 3
 LH1348  NAD 27      -  40 27 50.66800(N)    099 14 54.68200(W) AD(       ) 3
 LH1348
 LH1348.Superseded values are not recommended for survey control.
 LH1348
 LH1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1348.See file dsdata.pdf to determine how the superseded data were derived.
 LH1348
 LH1348_MARKER: 91 = CHURCH CROSS
 LH1348
 LH1348  HISTORY     - Date     Condition        Report By
 LH1348  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1348
 LH1348                          STATION DESCRIPTION
 LH1348
 LH1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1348'THE STATION IS LOCATED IN THE NORTH-CENTRAL PART OF FUNK.
 LH1348'IT IS 70.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET
 LH1348'AND 70.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1348'IT HAS A SILVER COLORED SPIRE WITH A CROSS ABOUT 6 FEET HIGH
 LH1348'AT ITS TOP.  IT HAS AN OVERALL HEIGHT OF ABOUT 75.0 FEET.
 LH1348'
 LH1348'THE CROSS AT THE TOP OF THE SPIRE WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1368 ***********************************************************************
 LH1368  DESIGNATION -  FUNK RESET
 LH1368  PID         -  LH1368
 LH1368  STATE/COUNTY-  NE/PHELPS
 LH1368  COUNTRY     -  US
 LH1368  USGS QUAD   -  HOLDREGE EAST (2017)
 LH1368
 LH1368                         *CURRENT SURVEY CONTROL
 LH1368  ______________________________________________________________________
 LH1368* NAD 83(1995) POSITION- 40 27 09.94657(N) 099 17 48.25910(W)   ADJUSTED
 LH1368* NAVD 88 ORTHO HEIGHT -   702.    (meters)     2303.    (feet) SCALED
 LH1368  ______________________________________________________________________
 LH1368  GEOID HEIGHT    -        -24.931 (meters)                     GEOID18
 LH1368  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 LH1368  HORZ ORDER      -  THIRD
 LH1368
 LH1368.The horizontal coordinates were established by classical geodetic methods
 LH1368.and adjusted by the National Geodetic Survey in August 1997.
 LH1368
 LH1368.The orthometric height was scaled from a topographic map.
 LH1368
 LH1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1368.GEOID18 height accuracy estimate available here.
 LH1368
 LH1368.Click photographs - Photos may exist for this station.
 LH1368
 LH1368.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1368
 LH1368. The following values were computed from the NAD 83(1995) position.
 LH1368
 LH1368;                    North         East     Units Scale Factor Converg.
 LH1368;SPC NE       -    69,018.513   559,644.644   MT  0.99982593   +0 27 57.8
 LH1368;SPC NE       -   226,438.24  1,836,100.80   sFT  0.99982593   +0 27 57.8
 LH1368;UTM  14      - 4,478,053.722   474,838.545   MT  0.99960779   -0 11 33.1
 LH1368
 LH1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1368!SPC NE       -   0.99989376  x   0.99982593  =   0.99971970
 LH1368!UTM  14      -   0.99989376  x   0.99960779  =   0.99950159
 LH1368
 LH1368:                Primary Azimuth Mark                     Grid Az
 LH1368:SPC NE       -  FUNK FRIDHEM LUTHERAN CH CROSS           072 18 18.6
 LH1368:UTM  14      -  FUNK FRIDHEM LUTHERAN CH CROSS           072 57 49.5
 LH1368
 LH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7483878053(NAD 83)
 LH1368
 LH1368|---------------------------------------------------------------------|
 LH1368| PID    Reference Object                     Distance      Geod. Az  |
 LH1368|                                                           dddmmss.s |
 LH1368| LH1348 FUNK FRIDHEM LUTHERAN CH CROSS      APPROX. 4.2 KM 0724616.4 |
 LH1368| CN9359 FUNK 2 AZ MK                                       0751348.8 |
 LH1368| LH1370 FUNK 2                               23.786 METERS 15337     |
 LH1368| CN9358 FUNK RM 3                            22.656 METERS 17628     |
 LH1368| CN9356 FUNK RM 1                            22.683 METERS 17633     |
 LH1368| CN9355 FUNK AZ MK                                         2484856.8 |
 LH1368| CN9357 FUNK RM 2                            20.982 METERS 25828     |
 LH1368|---------------------------------------------------------------------|
 LH1368
 LH1368                          SUPERSEDED SURVEY CONTROL
 LH1368
 LH1368  NAD 83(1986)-  40 27 09.95323(N)    099 17 48.25228(W) AD(       ) 3
 LH1368  NAD 27      -  40 27 09.91500(N)    099 17 46.89900(W) AD(       ) 3
 LH1368
 LH1368.Superseded values are not recommended for survey control.
 LH1368
 LH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1368.See file dsdata.pdf to determine how the superseded data were derived.
 LH1368
 LH1368_MARKER: DS = TRIANGULATION STATION DISK
 LH1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1368_STAMPING: FUNK 1951
 LH1368_MARK LOGO: CGS
 LH1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1368+STABILITY: SURFACE MOTION
 LH1368
 LH1368  HISTORY     - Date     Condition        Report By
 LH1368  HISTORY     - 1951     MONUMENTED       CGS
 LH1368  HISTORY     - 1959     POOR             CGS
 LH1368  HISTORY     - 1965     POOR             CGS
 LH1368
 LH1368                          STATION DESCRIPTION
 LH1368
 LH1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1368'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 34 AND
 LH1368'6, ABOUT 4 MILES EAST-NORTHEAST OF HOLDREGE AND 2.5 MILES
 LH1368'WEST-SOUTHWEST OF FUNK.  IT IS 33.5 FEET NORTH OF THE CENTER OF
 LH1368'U.S. HIGHWAYS 34 AND 6, 6 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LH1368'AND 6 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED FUNK 1951 AND
 LH1368'IS SET FLUSH.
 LH1368'
 LH1368'REFERENCE MARK NO. 1 IS 48.6 FEET NORTH OF THE NORTH RAIL OF A
 LH1368'RAILROAD AND 41 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 34
 LH1368'AND 6.  IT IS STAMPED FUNK NO 1 1951 AND IS SET FLUSH.
 LH1368'
 LH1368'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTER OF U.S.
 LH1368'HIGHWAYS 34 AND 6 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1368'IT IS STAMPED FUNK NO 2 1951 AND PROJECTS 6 INCHES.
 LH1368'
 LH1368'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1368'NO. 2 IS 94.0 FEET.
 LH1368'
 LH1368'THE AZIMUTH MARK IS LOCATED 48.5 FEET SOUTH OF THE SOUTH RAIL
 LH1368'OF A RAILROAD, 43 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT
 LH1368'ROAD, 1 FOOT NORTHEAST OF A FENCE CORNER POST AND 1 FOOT EAST
 LH1368'OF A WITNESS POST.  IT IS STAMPED FUNK 1951 AND PROJECTS 3
 LH1368'INCHES.
 LH1368'
 LH1368'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO SOUTH
 LH1368'ON PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAYS 34 AND 6, TURN
 LH1368'LEFT AND GO EAST AND NORTHEAST ON U.S. HIGHWAYS 34 AND 6 FOR 4.0
 LH1368'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1368'
 LH1368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 LH1368'U.S. HIGHWAYS 34 AND 6 FOR 0.4 MILE TO A CROSSROAD, TURN LEFT
 LH1368'AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO A RAILROAD TRACKS
 LH1368'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1368'
 LH1368'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1368
 LH1368                          STATION RECOVERY (1959)
 LH1368
 LH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1368'THE SURFACE STATION MARK WAS FOUND ALONG THE SIDE OF THE HIGHWAY
 LH1368'AND REFERENCE MARK NO. 1 HAD BEEN HIT BY ROAD MACHINERY AND THE
 LH1368'TOP KNOCKED OFF.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 LH1368'RECOVERED AS DESCRIBED.  THE UNDERGROUND STATION MARK WAS
 LH1368'RECOVERED AND THE SURFACE STATION MARK WAS REPLACED AND REFERENCE
 LH1368'MARK NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LH1368'
 LH1368'STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF HOLDREGE AND
 LH1368'2 AND 1/2 MILES WEST-SOUTHWEST OF FUNK ON THE RIGHT-OF-WAY OF
 LH1368'U.S. HIGHWAYS 6 AND 34 AND ABOUT 200 YARDS NORTHWEST OF A NEW
 LH1368'PHILLIPS 66 AGRICULTURE AMMONIA PLANT, 188 FEET EAST OF A POWER
 LH1368'POLE, 154 FEET EAST OF THE EAST ONE OF TWO TREES, 77 FEET
 LH1368'EAST-NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAYS 6 AND 34
 LH1368'AND A GRAVEL ROAD LEADING SOUTH TO THE PHILLIPS 66 PLANT, 33.5
 LH1368'FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34, AND 2 FEET
 LH1368'WEST OF A NEW WITNESS POST SIGN.  THE MARK PROJECTS 2 INCHES
 LH1368'AND THE DISK IS STAMPED FUNK 1951.
 LH1368'
 LH1368'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO SOUTH
 LH1368'FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  TURN LEFT AND GO
 LH1368'EAST-NORTHEAST ON U.S. HIGHWAYS 6 AND 34 FOR 4.0 MILES TO A
 LH1368'T-ROAD LEADING SOUTH TO PHILLIPS 66 PLANT ON THE RIGHT AND THE
 LH1368'STATION ON THE LEFT AS DESCRIBED.
 LH1368'
 LH1368'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 119 FEET EAST OF
 LH1368'POWER POLE, 85 FEET OF THE EAST ONE OF TWO TREES, 39 FEET NORTH
 LH1368'OF THE CENTER OF U.S. HIGHWAYS 6 AND 34, AND 1.5 FEET EAST OF A
 LH1368'WITNESS POST WHICH PROJECTS 4 FEET.  THE MARK PROJECTS 4 INCHES
 LH1368'AND THE DISK IS STAMPED FUNK NO 2 1951.
 LH1368'
 LH1368'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 55 FEET EAST OF THE
 LH1368'CENTER OF GRAVEL ROAD, 48 FEET NORTH OF THE NORTH RAIL OF
 LH1368'RAILROAD TRACK, 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 6
 LH1368'AND 34, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LH1368'PROJECTS 10 INCHES AND THE DISK IS STAMPED FUNK NO 3 1951.
 LH1368'
 LH1368'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION ALONG RAILROAD
 LH1368'RIGHT-OF-WAY, 48.5 FEET SOUTH OF THE SOUTH RAIL OF TRACKS,
 LH1368'43 FEET EAST OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD, 1 FOOT
 LH1368'NORTHEAST OF A FENCE CORNER, AND 1 FOOT EAST OF A WHITE WITNESS
 LH1368'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FUNK
 LH1368'1951.
 LH1368'
 LH1368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 LH1368'U.S. HIGHWAYS 6 AND 34 FOR 0.4 MILE TO CROSSROAD.  TURN LEFT OR
 LH1368'SOUTH ACROSS THE RAILROAD TRACKS TO THE AZIMUTH MARK ON THE LEFT
 LH1368'AS DESCRIBED.
 LH1368
 LH1368                          STATION RECOVERY (1965)
 LH1368
 LH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1368'DUE TO ROAD CONSTRUCTION ON U.S. HIGHWAYS 6 AND 34 THE STATION
 LH1368'MARK AND REFERENCE MARK NO. 2 HAD TO BE MOVED.  THE AZIMUTH MARK
 LH1368'WAS RECOVERED AND FOUND IN GOOD CONDITION, THE LINE OF SIGHT WAS
 LH1368'OBSTRUCTED AND THE MARK WAS DESTROYED BY THIS PARTY.
 LH1368'
 LH1368'FUNK 2 1965 WAS ESTABLISHED AND REFERENCE MARK NO. 3 WAS USED
 LH1368'FOR THIS STATION.
 LH1368'
 LH1368'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LH1368'WERE DESTROYED.
 LH1368'
 LH1368'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION
 LH1368'STATION FUNK 2 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0259 ***********************************************************************
 LH0259  DESIGNATION -  G
 LH0259  PID         -  LH0259
 LH0259  STATE/COUNTY-  NE/WEBSTER
 LH0259  COUNTRY     -  US
 LH0259  USGS QUAD   -  BLUE HILL (2017)
 LH0259
 LH0259                         *CURRENT SURVEY CONTROL
 LH0259  ______________________________________________________________________
 LH0259* NAD 83(1986) POSITION- 40 15 34.     (N) 098 26 39.     (W)   SCALED
 LH0259* NAVD 88 ORTHO HEIGHT -   593.980 (meters)     1948.75  (feet) ADJUSTED
 LH0259  ______________________________________________________________________
 LH0259  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 LH0259  DYNAMIC HEIGHT  -        593.617 (meters)     1947.56  (feet) COMP
 LH0259  MODELED GRAVITY -    979,996.3   (mgal)                       NAVD 88
 LH0259
 LH0259  VERT ORDER      -  FIRST     CLASS II
 LH0259
 LH0259.The horizontal coordinates were scaled from a map and have
 LH0259.an estimated accuracy of +/- 6 seconds.
 LH0259
 LH0259.The orthometric height was determined by differential leveling and
 LH0259.adjusted by the NATIONAL GEODETIC SURVEY
 LH0259.in June 1991.
 LH0259
 LH0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0259.GEOID18 height accuracy estimate available here.
 LH0259
 LH0259.Click photographs - Photos may exist for this station.
 LH0259
 LH0259.The dynamic height is computed by dividing the NAVD 88
 LH0259.geopotential number by the normal gravity value computed on the
 LH0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0259.degrees latitude (g = 980.6199 gals.).
 LH0259
 LH0259.The modeled gravity was interpolated from observed gravity values.
 LH0259
 LH0259;                    North         East    Units  Estimated Accuracy
 LH0259;SPC NE       -    48,500.      632,330.      MT  (+/- 180 meters Scaled)
 LH0259
 LH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK472567(NAD 83)
 LH0259
 LH0259                          SUPERSEDED SURVEY CONTROL
 LH0259
 LH0259  NGVD 29 (??/??/92)  593.746  (m)         1947.98   (f) ADJ UNCH    1 2
 LH0259
 LH0259.Superseded values are not recommended for survey control.
 LH0259
 LH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0259.See file dsdata.pdf to determine how the superseded data were derived.
 LH0259
 LH0259_MARKER: Q = CHISELED SQUARE
 LH0259_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0259
 LH0259  HISTORY     - Date     Condition        Report By
 LH0259  HISTORY     - 1899     MONUMENTED       CGS
 LH0259  HISTORY     - 1947     GOOD             CGS
 LH0259  HISTORY     - 1981     GOOD             NGS
 LH0259
 LH0259                          STATION DESCRIPTION
 LH0259
 LH0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0259'5.3 MI S FROM BLUE HILL.
 LH0259'5.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0259'FROM THE STATION AT BLUE HILL, APPROXIMATELY 0.3 MILE SOUTHWEST
 LH0259'OF A HOUSE OWNED BY J.D. JOHNSON, 0.25 MILE SOUTH OF A ROAD LEADING
 LH0259'TO THE EAST FROM A ROAD THAT PARALLELS THE RAILWAY 419.0 FEET
 LH0259'SOUTH OF THE WEST END OF A 14 INCH IRON CULVERT AT THE BOTTOM
 LH0259'OF A LARGE DIRT FILL, 55.4 FEET NORTH OF A FENCE CORNER, 37.5
 LH0259'FEET WEST OF THE WEST RAIL, 4.7 FEET EAST OF A FENCE, 3.0 FEET
 LH0259'SOUTH OF A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE IN
 LH0259'THE TOP OF A LIMESTONE POST SURROUNDED BY THE LETTERS USBM
 LH0259'AND PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0259
 LH0259                          STATION RECOVERY (1981)
 LH0259
 LH0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1405 ***********************************************************************
 MK1405  DESIGNATION -  G 1
 MK1405  PID         -  MK1405
 MK1405  STATE/COUNTY-  NE/PLATTE
 MK1405  COUNTRY     -  US
 MK1405  USGS QUAD   -  MONROE (2017)
 MK1405
 MK1405                         *CURRENT SURVEY CONTROL
 MK1405  ______________________________________________________________________
 MK1405* NAD 83(1986) POSITION- 41 28 11.     (N) 097 31 09.     (W)   SCALED
 MK1405* NAVD 88 ORTHO HEIGHT -   454.921 (meters)     1492.52  (feet) ADJUSTED
 MK1405  ______________________________________________________________________
 MK1405  GEOID HEIGHT    -        -25.189 (meters)                     GEOID18
 MK1405  DYNAMIC HEIGHT  -        454.720 (meters)     1491.86  (feet) COMP
 MK1405  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 MK1405
 MK1405  VERT ORDER      -  FIRST     CLASS II
 MK1405
 MK1405.The horizontal coordinates were scaled from a map and have
 MK1405.an estimated accuracy of +/- 6 seconds.
 MK1405
 MK1405.The orthometric height was determined by differential leveling and
 MK1405.adjusted by the NATIONAL GEODETIC SURVEY
 MK1405.in June 1991.
 MK1405
 MK1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1405.GEOID18 height accuracy estimate available here.
 MK1405
 MK1405.Click photographs - Photos may exist for this station.
 MK1405
 MK1405.The dynamic height is computed by dividing the NAVD 88
 MK1405.geopotential number by the normal gravity value computed on the
 MK1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1405.degrees latitude (g = 980.6199 gals.).
 MK1405
 MK1405.The modeled gravity was interpolated from observed gravity values.
 MK1405
 MK1405;                    North         East    Units  Estimated Accuracy
 MK1405;SPC NE       -   184,650.      707,140.      MT  (+/- 180 meters Scaled)
 MK1405
 MK1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL236919(NAD 83)
 MK1405
 MK1405                          SUPERSEDED SURVEY CONTROL
 MK1405
 MK1405  NGVD 29 (??/??/92)  454.735  (m)         1491.91   (f) ADJ UNCH    1 2
 MK1405
 MK1405.Superseded values are not recommended for survey control.
 MK1405
 MK1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1405.See file dsdata.pdf to determine how the superseded data were derived.
 MK1405
 MK1405_MARKER: Q = CHISELED SQUARE
 MK1405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1405
 MK1405  HISTORY     - Date     Condition        Report By
 MK1405  HISTORY     - 1899     MONUMENTED       CGS
 MK1405  HISTORY     - 1950     GOOD             CGS
 MK1405  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1405
 MK1405                          STATION DESCRIPTION
 MK1405
 MK1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1405'AT OCONEE.
 MK1405'AT OCONEE, AT AN EAST AND WEST ROAD CROSSING, 152 FEET NORTH OF
 MK1405'THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST OF THE NORTHEAST
 MK1405'RAIL OF THE RAILROAD, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MK1405'OF AN ABANDONED TRACK, 80 FEET NORTHEAST OF THE SOUTHWEST RIGHT
 MK1405'OF WAY FENCE, 8 FEET NORTH OF THE 6TH POLE SOUTHEAST OF THE
 MK1405'OCONEE SIGNPOST, 85 FEET EAST OF BENCH MARK D 87, 1 FOOT NORTHWEST
 MK1405'OF A WITNESS POST, THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP
 MK1405'OF A STONE POST WHICH IS FLUSH WITH THE GROUND.  THE TOP OF THE
 MK1405'STONE POST HAS BEEN BROKEN OFF BUT THE BOTTOM OF THE SQUARE HOLE
 MK1405'STILL REMAINS.
 MK1405
 MK1405                          STATION RECOVERY (1957)
 MK1405
 MK1405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0157 ***********************************************************************
 MN0157  DESIGNATION -  G 10
 MN0157  PID         -  MN0157
 MN0157  STATE/COUNTY-  NE/MORRILL
 MN0157  COUNTRY     -  US
 MN0157  USGS QUAD   -  ANGORA SE (2017)
 MN0157
 MN0157                         *CURRENT SURVEY CONTROL
 MN0157  ______________________________________________________________________
 MN0157* NAD 83(1986) POSITION- 41 49 00.     (N) 103 06 03.     (W)   SCALED
 MN0157* NAVD 88 ORTHO HEIGHT -  1265.689 (meters)     4152.51  (feet) POSTED
 MN0157  ______________________________________________________________________
 MN0157  GEOID HEIGHT    -        -19.251 (meters)                     GEOID18
 MN0157  DYNAMIC HEIGHT  -       1264.88  (meters)     4149.9   (feet) COMP
 MN0157  MODELED GRAVITY -    979,937.7   (mgal)                       NAVD 88
 MN0157
 MN0157  VERT ORDER      -  * POSTED, SEE BELOW
 MN0157
 MN0157.The horizontal coordinates were scaled from a map and have
 MN0157.an estimated accuracy of +/- 6 seconds.
 MN0157
 MN0157.The orthometric height was determined by differential leveling
 MN0157.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0157
 MN0157.* This is a POSTED BENCH MARK height.
 MN0157
 MN0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0157.GEOID18 height accuracy estimate available here.
 MN0157
 MN0157.Click photographs - Photos may exist for this station.
 MN0157
 MN0157.The dynamic height is computed by dividing the NAVD 88
 MN0157.geopotential number by the normal gravity value computed on the
 MN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0157.degrees latitude (g = 980.6199 gals.).
 MN0157
 MN0157.The modeled gravity was interpolated from observed gravity values.
 MN0157
 MN0157;                    North         East    Units  Estimated Accuracy
 MN0157;SPC NE       -   224,820.      242,500.      MT  (+/- 180 meters Scaled)
 MN0157
 MN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG577311(NAD 83)
 MN0157
 MN0157                          SUPERSEDED SURVEY CONTROL
 MN0157
 MN0157  NGVD 29 (??/??/92) 1265.056  (m)         4150.44   (f) ADJ UNCH    1 2
 MN0157
 MN0157.Superseded values are not recommended for survey control.
 MN0157
 MN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0157.See file dsdata.pdf to determine how the superseded data were derived.
 MN0157
 MN0157_MARKER: DB = BENCH MARK DISK
 MN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0157_STAMPING: G 10 1933 4150.251
 MN0157_MARK LOGO: CGS
 MN0157_PROJECTION: FLUSH
 MN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0157+STABILITY: SURFACE MOTION
 MN0157
 MN0157  HISTORY     - Date     Condition        Report By
 MN0157  HISTORY     - 1933     MONUMENTED       CGS
 MN0157  HISTORY     - 1956     GOOD             CGS
 MN0157  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0157
 MN0157                          STATION DESCRIPTION
 MN0157
 MN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0157'2.8 MI SE FROM ANGORA.
 MN0157'2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0157'RAILROAD FROM THE STATION AT ANGORA, 18 POLES NORTHWEST OF
 MN0157'MILEPOST 25, AT A PRIVATE ROAD CROSSING, AT THE WEST END OF A
 MN0157'FILL, AT THE EAST END OF A CUT, 42 FEET NORTH OF THE NORTH RAIL,
 MN0157'11 FEET WEST OF THE CENTER OF A STEEL GATE, 5.4 FEET SOUTH OF A
 MN0157'FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A
 MN0157'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN SECTION 3,
 MN0157'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0157
 MN0157                          STATION RECOVERY (1985)
 MN0157
 MN0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0157'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0348 ***********************************************************************
 NP0348  DESIGNATION -  G 11
 NP0348  PID         -  NP0348
 NP0348  STATE/COUNTY-  NE/BOX BUTTE
 NP0348  COUNTRY     -  US
 NP0348  USGS QUAD   -  NONPAREIL (2017)
 NP0348
 NP0348                         *CURRENT SURVEY CONTROL
 NP0348  ______________________________________________________________________
 NP0348* NAD 83(1986) POSITION- 42 20 56.61   (N) 103 07 52.83   (W)   HD_HELD1
 NP0348* NAVD 88 ORTHO HEIGHT -  1318.930 (meters)     4327.19  (feet) POSTED
 NP0348  ______________________________________________________________________
 NP0348  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 NP0348  DYNAMIC HEIGHT  -       1318.15  (meters)     4324.6   (feet) COMP
 NP0348  MODELED GRAVITY -    979,984.1   (mgal)                       NAVD 88
 NP0348
 NP0348  VERT ORDER      -  * POSTED, SEE BELOW
 NP0348
 NP0348.The horizontal coordinates were determined by differentially corrected
 NP0348.hand held GPS observations or other comparable positioning techniques
 NP0348.and have an estimated accuracy of +/- 3 meters.
 NP0348
 NP0348.The orthometric height was determined by differential leveling
 NP0348.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0348
 NP0348.* This is a POSTED BENCH MARK height.
 NP0348
 NP0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0348.GEOID18 height accuracy estimate available here.
 NP0348
 NP0348.Click photographs - Photos may exist for this station.
 NP0348
 NP0348.The dynamic height is computed by dividing the NAVD 88
 NP0348.geopotential number by the normal gravity value computed on the
 NP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0348.degrees latitude (g = 980.6199 gals.).
 NP0348
 NP0348.The modeled gravity was interpolated from observed gravity values.
 NP0348
 NP0348;                    North         East    Units  Estimated Accuracy
 NP0348;SPC NE       -   283,990.4     242,105.2     MT  (+/- 3 meters HH1 GPS) 
 NP0348
 NP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5391190224(NAD 83)
 NP0348
 NP0348                          SUPERSEDED SURVEY CONTROL
 NP0348
 NP0348  NGVD 29 (??/??/92) 1318.280  (m)         4325.06   (f) ADJ UNCH    1 2
 NP0348
 NP0348.Superseded values are not recommended for survey control.
 NP0348
 NP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0348.See file dsdata.pdf to determine how the superseded data were derived.
 NP0348
 NP0348_MARKER: DB = BENCH MARK DISK
 NP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0348_STAMPING: G 11 1933 4324.699
 NP0348_MARK LOGO: CGS
 NP0348_PROJECTION: RECESSED 12 CENTIMETERS
 NP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0348+STABILITY: SURFACE MOTION
 NP0348
 NP0348  HISTORY     - Date     Condition        Report By
 NP0348  HISTORY     - 1933     MONUMENTED       CGS
 NP0348  HISTORY     - 1956     GOOD             CGS
 NP0348  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0348
 NP0348                          STATION DESCRIPTION
 NP0348
 NP0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0348'3.4 MI NW FROM HEMINGFORD.
 NP0348'3.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0348'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES NORTHWEST OF
 NP0348'MILEPOST 388, AT A ROAD CROSSING, 43.4 FEET SOUTHWEST OF THE
 NP0348'SOUTHWEST RAIL, 23 FEET WEST OF THE CENTER LINE OF A ROAD,
 NP0348'3.5 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 NP0348'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.4 FOOT
 NP0348'BELOW THE TOP OF THE GROUND, IN THE NORTHEAST 1/4 OF SECTION
 NP0348'3, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0348
 NP0348                          STATION RECOVERY (1985)
 NP0348
 NP0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0348'NOT RECOVERED.  AREA DESCRIBED IS UNDER HEAVY FILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0703 ***********************************************************************
 ML0703  DESIGNATION -  G 116
 ML0703  PID         -  ML0703
 ML0703  STATE/COUNTY-  NE/CUSTER
 ML0703  COUNTRY     -  US
 ML0703  USGS QUAD   -  ANSLEY (2017)
 ML0703
 ML0703                         *CURRENT SURVEY CONTROL
 ML0703  ______________________________________________________________________
 ML0703* NAD 83(1986) POSITION- 41 18 40.     (N) 099 24 52.     (W)   SCALED
 ML0703* NAVD 88 ORTHO HEIGHT -   708.203 (meters)     2323.50  (feet) ADJUSTED
 ML0703  ______________________________________________________________________
 ML0703  GEOID HEIGHT    -        -23.221 (meters)                     GEOID18
 ML0703  DYNAMIC HEIGHT  -        707.830 (meters)     2322.27  (feet) COMP
 ML0703  MODELED GRAVITY -    980,073.3   (mgal)                       NAVD 88
 ML0703
 ML0703  VERT ORDER      -  SECOND    CLASS 0
 ML0703
 ML0703.The horizontal coordinates were scaled from a map and have
 ML0703.an estimated accuracy of +/- 6 seconds.
 ML0703
 ML0703.The orthometric height was determined by differential leveling and
 ML0703.adjusted by the NATIONAL GEODETIC SURVEY
 ML0703.in June 1991.
 ML0703
 ML0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0703.GEOID18 height accuracy estimate available here.
 ML0703
 ML0703.Click photographs - Photos may exist for this station.
 ML0703
 ML0703.The dynamic height is computed by dividing the NAVD 88
 ML0703.geopotential number by the normal gravity value computed on the
 ML0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0703.degrees latitude (g = 980.6199 gals.).
 ML0703
 ML0703.The modeled gravity was interpolated from observed gravity values.
 ML0703
 ML0703;                    North         East    Units  Estimated Accuracy
 ML0703;SPC NE       -   164,240.      549,020.      MT  (+/- 180 meters Scaled)
 ML0703
 ML0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML653733(NAD 83)
 ML0703
 ML0703                          SUPERSEDED SURVEY CONTROL
 ML0703
 ML0703  NGVD 29 (??/??/92)  707.965  (m)         2322.72   (f) ADJ UNCH    2 0
 ML0703
 ML0703.Superseded values are not recommended for survey control.
 ML0703
 ML0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0703.See file dsdata.pdf to determine how the superseded data were derived.
 ML0703
 ML0703_MARKER: DB = BENCH MARK DISK
 ML0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0703_STAMPING: G 116 1934
 ML0703_MARK LOGO: CGS
 ML0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0703+STABILITY: SURFACE MOTION
 ML0703
 ML0703  HISTORY     - Date     Condition        Report By
 ML0703  HISTORY     - 1934     MONUMENTED       CGS
 ML0703  HISTORY     - 1949     GOOD             CGS
 ML0703
 ML0703                          STATION DESCRIPTION
 ML0703
 ML0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0703'2.3 MI NW FROM ANSLEY.
 ML0703'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0703'RAILROAD FROM THE STATION AT ANSLEY, CUSTER COUNTY, 12 POLES
 ML0703'NORTHWEST OF MILEPOST 162, AT A ROAD CROSSING, 60 FEET SOUTHEAST
 ML0703'OF THE CENTERLINE OF THE ROAD, AND 45.8 FEET NORTH OF THE
 ML0703'NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 116
 ML0703'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0074 ***********************************************************************
 ML0074  DESIGNATION -  G 118
 ML0074  PID         -  ML0074
 ML0074  STATE/COUNTY-  NE/GREELEY
 ML0074  COUNTRY     -  US
 ML0074  USGS QUAD   -  SPALDING SW (2017)
 ML0074
 ML0074                         *CURRENT SURVEY CONTROL
 ML0074  ______________________________________________________________________
 ML0074* NAD 83(1986) POSITION- 41 31 06.     (N) 098 25 30.     (W)   SCALED
 ML0074* NAVD 88 ORTHO HEIGHT -   595.170 (meters)     1952.65  (feet) ADJUSTED
 ML0074  ______________________________________________________________________
 ML0074  GEOID HEIGHT    -        -24.424 (meters)                     GEOID18
 ML0074  DYNAMIC HEIGHT  -        594.886 (meters)     1951.72  (feet) COMP
 ML0074  MODELED GRAVITY -    980,127.1   (mgal)                       NAVD 88
 ML0074
 ML0074  VERT ORDER      -  SECOND    CLASS 0
 ML0074
 ML0074.The horizontal coordinates were scaled from a map and have
 ML0074.an estimated accuracy of +/- 6 seconds.
 ML0074
 ML0074.The orthometric height was determined by differential leveling and
 ML0074.adjusted by the NATIONAL GEODETIC SURVEY
 ML0074.in June 1991.
 ML0074
 ML0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0074.GEOID18 height accuracy estimate available here.
 ML0074
 ML0074.Click photographs - Photos may exist for this station.
 ML0074
 ML0074.The dynamic height is computed by dividing the NAVD 88
 ML0074.geopotential number by the normal gravity value computed on the
 ML0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0074.degrees latitude (g = 980.6199 gals.).
 ML0074
 ML0074.The modeled gravity was interpolated from observed gravity values.
 ML0074
 ML0074;                    North         East    Units  Estimated Accuracy
 ML0074;SPC NE       -   188,280.      631,420.      MT  (+/- 180 meters Scaled)
 ML0074
 ML0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479964(NAD 83)
 ML0074
 ML0074                          SUPERSEDED SURVEY CONTROL
 ML0074
 ML0074  NGVD 29 (??/??/92)  594.932  (m)         1951.87   (f) ADJ UNCH    2 0
 ML0074
 ML0074.Superseded values are not recommended for survey control.
 ML0074
 ML0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0074.See file dsdata.pdf to determine how the superseded data were derived.
 ML0074
 ML0074_MARKER: DB = BENCH MARK DISK
 ML0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0074_STAMPING: G 118 1935
 ML0074_MARK LOGO: CGS
 ML0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0074+STABILITY: SURFACE MOTION
 ML0074
 ML0074  HISTORY     - Date     Condition        Report By
 ML0074  HISTORY     - 1935     MONUMENTED       CGS
 ML0074  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0074
 ML0074                          STATION DESCRIPTION
 ML0074
 ML0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0074'13.9 MI S FROM SPALDING.
 ML0074'13.9 MILES SOUTH OF POST OFFICE.  14.9 MI S OF U P RAILWAY STA.
 ML0074'ALONG U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, 0.1
 ML0074'MILES SOUTH OF FARMHOUSE OWNED BY J. CONNERS, 35.9 FEET EAST OF
 ML0074'THE CENTER LINE OF U.S. HIGHWAY NO. 281, 27.4 FEET SOUTH OF LINE
 ML0074'FENCE, 2 FEET EAST OF THE RIGHT OF WAY FENCE, IN LOW SPOT WITH RISE
 ML0074'TO EAST.
 ML0074
 ML0074                          STATION RECOVERY (1954)
 ML0074
 ML0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0003 ***********************************************************************
 LG0003  DESIGNATION -  G 12
 LG0003  PID         -  LG0003
 LG0003  STATE/COUNTY-  NE/OTOE
 LG0003  COUNTRY     -  US
 LG0003  USGS QUAD   -  DUNBAR (2017)
 LG0003
 LG0003                         *CURRENT SURVEY CONTROL
 LG0003  ______________________________________________________________________
 LG0003* NAD 83(1986) POSITION- 40 40 06.     (N) 096 01 39.     (W)   SCALED
 LG0003* NAVD 88 ORTHO HEIGHT -   319.454 (meters)     1048.08  (feet) ADJUSTED
 LG0003  ______________________________________________________________________
 LG0003  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 LG0003  DYNAMIC HEIGHT  -        319.288 (meters)     1047.53  (feet) COMP
 LG0003  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 LG0003
 LG0003  VERT ORDER      -  FIRST     CLASS II
 LG0003
 LG0003.The horizontal coordinates were scaled from a map and have
 LG0003.an estimated accuracy of +/- 6 seconds.
 LG0003
 LG0003.The orthometric height was determined by differential leveling and
 LG0003.adjusted by the NATIONAL GEODETIC SURVEY
 LG0003.in June 1991.
 LG0003
 LG0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0003.GEOID18 height accuracy estimate available here.
 LG0003
 LG0003.Click photographs - Photos may exist for this station.
 LG0003
 LG0003.The dynamic height is computed by dividing the NAVD 88
 LG0003.geopotential number by the normal gravity value computed on the
 LG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0003.degrees latitude (g = 980.6199 gals.).
 LG0003
 LG0003.The modeled gravity was interpolated from observed gravity values.
 LG0003
 LG0003;                    North         East    Units  Estimated Accuracy
 LG0003;SPC NE       -   100,420.      835,700.      MT  (+/- 180 meters Scaled)
 LG0003
 LG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512061(NAD 83)
 LG0003
 LG0003                          SUPERSEDED SURVEY CONTROL
 LG0003
 LG0003  NGVD 29 (??/??/92)  319.336  (m)         1047.69   (f) ADJ UNCH    1 2
 LG0003
 LG0003.Superseded values are not recommended for survey control.
 LG0003
 LG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0003.See file dsdata.pdf to determine how the superseded data were derived.
 LG0003
 LG0003_MARKER: DB = BENCH MARK DISK
 LG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0003_STAMPING: G 12 1933 1047.107
 LG0003_MARK LOGO: CGS
 LG0003_PROJECTION: FLUSH
 LG0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0003+STABILITY: SURFACE MOTION
 LG0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0003+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0003
 LG0003  HISTORY     - Date     Condition        Report By
 LG0003  HISTORY     - 1933     MONUMENTED       CGS
 LG0003  HISTORY     - 1947     GOOD             CGS
 LG0003  HISTORY     - 1964     GOOD             USGS
 LG0003  HISTORY     - 19911023 GOOD             NGS
 LG0003
 LG0003                          STATION DESCRIPTION
 LG0003
 LG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0003'AT DUNBAR.
 LG0003'128.3 FEET NORTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY 2,
 LG0003'82.6 FEET EAST OF THE EAST WALL OF THE CHICAGO, BURLINGTON AND
 LG0003'QUINCY RAILWAY STATION AT DUNBAR, 87.5 FEET SOUTHEAST OF MILEPOST
 LG0003'16, 63.8 FEET EAST OF THE EAST RAIL, 2.0 FEET WEST OF A FENCE,
 LG0003'1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LG0003'POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 LG0003
 LG0003                          STATION RECOVERY (1964)
 LG0003
 LG0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0003'RECOVERED IN GOOD CONDITION.
 LG0003
 LG0003                          STATION RECOVERY (1991)
 LG0003
 LG0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0003'IN DUNBAR, AT THE INTERSECTION OF NEBRASKA STREET AND THE BURLINGTON
 LG0003'NORTHERN RAILROAD, ALONG THE EAST SIDE OF A BASEBALL FIELD, 38.9 M
 LG0003'(127.6 FT) NORTH OF AND LEVEL WITH THE STREET CENTER, 37.5 M (123.0
 LG0003'FT) S0UTH-SOUTHEAST OF A UTILITY LIGHT POLE WITH A SWITCH BOX
 LG0003'ATTACHED, 32.8 M (107.6 FT) NORTH-NORTHEAST OF A RAILROAD SIGNAL,
 LG0003'27.7 M (90.9 FT) NORTHWEST OF A UTILITY LIGHT POLE, 19.1 M (62.7 FT)
 LG0003'NORTHEAST OF THE NEAR RAIL, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LG0003'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0037 ***********************************************************************
 MM0037  DESIGNATION -  G 120
 MM0037  PID         -  MM0037
 MM0037  STATE/COUNTY-  NE/LOGAN
 MM0037  COUNTRY     -  US
 MM0037  USGS QUAD   -  GANDY (2017)
 MM0037
 MM0037                         *CURRENT SURVEY CONTROL
 MM0037  ______________________________________________________________________
 MM0037* NAD 83(1986) POSITION- 41 29 33.     (N) 100 27 11.     (W)   SCALED
 MM0037* NAVD 88 ORTHO HEIGHT -   874.311 (meters)     2868.47  (feet) ADJUSTED
 MM0037  ______________________________________________________________________
 MM0037  GEOID HEIGHT    -        -21.856 (meters)                     GEOID18
 MM0037  DYNAMIC HEIGHT  -        873.836 (meters)     2866.91  (feet) COMP
 MM0037  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 MM0037
 MM0037  VERT ORDER      -  SECOND    CLASS 0
 MM0037
 MM0037.The horizontal coordinates were scaled from a map and have
 MM0037.an estimated accuracy of +/- 6 seconds.
 MM0037
 MM0037.The orthometric height was determined by differential leveling and
 MM0037.adjusted by the NATIONAL GEODETIC SURVEY
 MM0037.in June 1991.
 MM0037
 MM0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0037.GEOID18 height accuracy estimate available here.
 MM0037
 MM0037.Click photographs - Photos may exist for this station.
 MM0037
 MM0037.The dynamic height is computed by dividing the NAVD 88
 MM0037.geopotential number by the normal gravity value computed on the
 MM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0037.degrees latitude (g = 980.6199 gals.).
 MM0037
 MM0037.The modeled gravity was interpolated from observed gravity values.
 MM0037
 MM0037;                    North         East    Units  Estimated Accuracy
 MM0037;SPC NE       -   184,310.      462,180.      MT  (+/- 180 meters Scaled)
 MM0037
 MM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL787944(NAD 83)
 MM0037
 MM0037                          SUPERSEDED SURVEY CONTROL
 MM0037
 MM0037  NGVD 29 (??/??/92)  874.017  (m)         2867.50   (f) ADJ UNCH    2 0
 MM0037
 MM0037.Superseded values are not recommended for survey control.
 MM0037
 MM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0037.See file dsdata.pdf to determine how the superseded data were derived.
 MM0037
 MM0037_MARKER: DB = BENCH MARK DISK
 MM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0037_STAMPING: G 120 1934
 MM0037_MARK LOGO: CGS
 MM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0037+STABILITY: SURFACE MOTION
 MM0037
 MM0037  HISTORY     - Date     Condition        Report By
 MM0037  HISTORY     - 1934     MONUMENTED       CGS
 MM0037  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0037
 MM0037                          STATION DESCRIPTION
 MM0037
 MM0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0037'3.1 MI SE FROM STAPLETON.
 MM0037'ABOUT 3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 MM0037'FROM THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.3 MILE
 MM0037'WEST OF MILEPOST 99, ABOUT 100 YARDS EAST OF THE EAST END OF THE
 MM0037'GANDY STATION, AND 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MM0037'TRACK.  A STANDARD DISK STAMPED G 120 1934 AND SET IN THE TOP
 MM0037'OF A CONCRETE POST.
 MM0037
 MM0037                          STATION RECOVERY (1972)
 MM0037
 MM0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0550 ***********************************************************************
 ML0550  DESIGNATION -  G 121
 ML0550  PID         -  ML0550
 ML0550  STATE/COUNTY-  NE/WHEELER
 ML0550  COUNTRY     -  US
 ML0550  USGS QUAD   -  BARTLETT (2017)
 ML0550
 ML0550                         *CURRENT SURVEY CONTROL
 ML0550  ______________________________________________________________________
 ML0550* NAD 83(1986) POSITION- 41 55 17.     (N) 098 32 52.     (W)   SCALED
 ML0550* NAVD 88 ORTHO HEIGHT -   644.844 (meters)     2115.63  (feet) ADJUSTED
 ML0550  ______________________________________________________________________
 ML0550  GEOID HEIGHT    -        -24.113 (meters)                     GEOID18
 ML0550  DYNAMIC HEIGHT  -        644.558 (meters)     2114.69  (feet) COMP
 ML0550  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 ML0550
 ML0550  VERT ORDER      -  SECOND    CLASS 0
 ML0550
 ML0550.The horizontal coordinates were scaled from a map and have
 ML0550.an estimated accuracy of +/- 6 seconds.
 ML0550
 ML0550.The orthometric height was determined by differential leveling and
 ML0550.adjusted by the NATIONAL GEODETIC SURVEY
 ML0550.in June 1991.
 ML0550
 ML0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0550.GEOID18 height accuracy estimate available here.
 ML0550
 ML0550.Click photographs - Photos may exist for this station.
 ML0550
 ML0550.The dynamic height is computed by dividing the NAVD 88
 ML0550.geopotential number by the normal gravity value computed on the
 ML0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0550.degrees latitude (g = 980.6199 gals.).
 ML0550
 ML0550.The modeled gravity was interpolated from observed gravity values.
 ML0550
 ML0550;                    North         East    Units  Estimated Accuracy
 ML0550;SPC NE       -   232,840.      620,420.      MT  (+/- 180 meters Scaled)
 ML0550
 ML0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM374411(NAD 83)
 ML0550
 ML0550                          SUPERSEDED SURVEY CONTROL
 ML0550
 ML0550  NGVD 29 (??/??/92)  644.618  (m)         2114.88   (f) ADJ UNCH    2 0
 ML0550
 ML0550.Superseded values are not recommended for survey control.
 ML0550
 ML0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0550.See file dsdata.pdf to determine how the superseded data were derived.
 ML0550
 ML0550_MARKER: DB = BENCH MARK DISK
 ML0550_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0550_STAMPING: G 121 1935
 ML0550_MARK LOGO: CGS
 ML0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0550
 ML0550  HISTORY     - Date     Condition        Report By
 ML0550  HISTORY     - 1935     MONUMENTED       CGS
 ML0550  HISTORY     - 1938     GOOD             CGS
 ML0550
 ML0550                          STATION DESCRIPTION
 ML0550
 ML0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0550'2.7 MI N FROM BARTLETT.
 ML0550'2.7 MILES NORTH OF THE COURTHOUSE AT BARTLETT, ALONG U.S. HIGHWAY
 ML0550'NO. 281 AND STATE HIGHWAY NO. 53 BETWEEN BARTLETT AND ONEILL,
 ML0550'300 FEET SOUTH OF AN EAST-WEST FENCE, 42.5 FEET WEST OF THE
 ML0550'CENTER OF THE HIGHWAYS, 1.5 FEET EAST OF THE RIGHT OF WAY FENCE.
 ML0550'A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0346 ***********************************************************************
 ML0346  DESIGNATION -  G 125
 ML0346  PID         -  ML0346
 ML0346  STATE/COUNTY-  NE/HOWARD
 ML0346  COUNTRY     -  US
 ML0346  USGS QUAD   -  COTESFIELD (2017)
 ML0346
 ML0346                         *CURRENT SURVEY CONTROL
 ML0346  ______________________________________________________________________
 ML0346* NAD 83(1986) POSITION- 41 21 29.     (N) 098 37 50.     (W)   SCALED
 ML0346* NAVD 88 ORTHO HEIGHT -   576.790 (meters)     1892.35  (feet) ADJUSTED
 ML0346  ______________________________________________________________________
 ML0346  GEOID HEIGHT    -        -24.378 (meters)                     GEOID18
 ML0346  DYNAMIC HEIGHT  -        576.508 (meters)     1891.43  (feet) COMP
 ML0346  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 ML0346
 ML0346  VERT ORDER      -  SECOND    CLASS 0
 ML0346
 ML0346.The horizontal coordinates were scaled from a map and have
 ML0346.an estimated accuracy of +/- 6 seconds.
 ML0346
 ML0346.The orthometric height was determined by differential leveling and
 ML0346.adjusted by the NATIONAL GEODETIC SURVEY
 ML0346.in June 1991.
 ML0346
 ML0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0346.GEOID18 height accuracy estimate available here.
 ML0346
 ML0346.Click photographs - Photos may exist for this station.
 ML0346
 ML0346.The dynamic height is computed by dividing the NAVD 88
 ML0346.geopotential number by the normal gravity value computed on the
 ML0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0346.degrees latitude (g = 980.6199 gals.).
 ML0346
 ML0346.The modeled gravity was interpolated from observed gravity values.
 ML0346
 ML0346;                    North         East    Units  Estimated Accuracy
 ML0346;SPC NE       -   170,190.      614,550.      MT  (+/- 180 meters Scaled)
 ML0346
 ML0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL309785(NAD 83)
 ML0346
 ML0346                          SUPERSEDED SURVEY CONTROL
 ML0346
 ML0346  NGVD 29 (??/??/92)  576.547  (m)         1891.55   (f) ADJ UNCH    2 0
 ML0346
 ML0346.Superseded values are not recommended for survey control.
 ML0346
 ML0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0346.See file dsdata.pdf to determine how the superseded data were derived.
 ML0346
 ML0346_MARKER: DB = BENCH MARK DISK
 ML0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0346_STAMPING: G-125 1935
 ML0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0346+STABILITY: SURFACE MOTION
 ML0346
 ML0346  HISTORY     - Date     Condition        Report By
 ML0346  HISTORY     - 1935     MONUMENTED       CGS
 ML0346  HISTORY     - 1942     GOOD             CGS
 ML0346  HISTORY     - 1980     MARK NOT FOUND
 ML0346  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 ML0346
 ML0346                          STATION DESCRIPTION
 ML0346
 ML0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0346'NEAR COTESFIELD.
 ML0346'ALONG THE UNION PACIFIC RAILROAD BETWEEN ST. PAUL AND ORD, 306
 ML0346'FEET SOUTH OF THE SOUTHWEST CORNER OF THE DEPOT, AT RAILROAD
 ML0346'MILEAGE 36.75, 118.2 FEET SOUTH OF THE CENTER OF ROAD CROSSING,
 ML0346'AND 48.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 ML0346
 ML0346                          STATION RECOVERY (1942)
 ML0346
 ML0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 ML0346'RECOVERED IN GOOD CONDITION.
 ML0346
 ML0346                          STATION RECOVERY (1980)
 ML0346
 ML0346'RECOVERED 1980
 ML0346'MARK NOT FOUND.
 ML0346
 ML0346                          STATION RECOVERY (2009)
 ML0346
 ML0346'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0635 ***********************************************************************
 ML0635  DESIGNATION -  G 126
 ML0635  PID         -  ML0635
 ML0635  STATE/COUNTY-  NE/GARFIELD
 ML0635  COUNTRY     -  US
 ML0635  USGS QUAD   -  BURWELL NE (2017)
 ML0635
 ML0635                         *CURRENT SURVEY CONTROL
 ML0635  ______________________________________________________________________
 ML0635* NAD 83(1986) POSITION- 41 53 58.     (N) 099 05 15.     (W)   SCALED
 ML0635* NAVD 88 ORTHO HEIGHT -   724.448 (meters)     2376.79  (feet) ADJUSTED
 ML0635  ______________________________________________________________________
 ML0635  GEOID HEIGHT    -        -23.490 (meters)                     GEOID18
 ML0635  DYNAMIC HEIGHT  -        724.106 (meters)     2375.67  (feet) COMP
 ML0635  MODELED GRAVITY -    980,125.9   (mgal)                       NAVD 88
 ML0635
 ML0635  VERT ORDER      -  SECOND    CLASS 0
 ML0635
 ML0635.The horizontal coordinates were scaled from a map and have
 ML0635.an estimated accuracy of +/- 6 seconds.
 ML0635
 ML0635.The orthometric height was determined by differential leveling and
 ML0635.adjusted by the NATIONAL GEODETIC SURVEY
 ML0635.in June 1991.
 ML0635
 ML0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0635.GEOID18 height accuracy estimate available here.
 ML0635
 ML0635.Click photographs - Photos may exist for this station.
 ML0635
 ML0635.The dynamic height is computed by dividing the NAVD 88
 ML0635.geopotential number by the normal gravity value computed on the
 ML0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0635.degrees latitude (g = 980.6199 gals.).
 ML0635
 ML0635.The modeled gravity was interpolated from observed gravity values.
 ML0635
 ML0635;                    North         East    Units  Estimated Accuracy
 ML0635;SPC NE       -   229,790.      575,700.      MT  (+/- 180 meters Scaled)
 ML0635
 ML0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM927386(NAD 83)
 ML0635
 ML0635                          SUPERSEDED SURVEY CONTROL
 ML0635
 ML0635  NGVD 29 (??/??/92)  724.183  (m)         2375.92   (f) ADJ UNCH    2 0
 ML0635
 ML0635.Superseded values are not recommended for survey control.
 ML0635
 ML0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0635.See file dsdata.pdf to determine how the superseded data were derived.
 ML0635
 ML0635_MARKER: DB = BENCH MARK DISK
 ML0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0635_STAMPING: G 126 1935
 ML0635_MARK LOGO: CGS
 ML0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0635+STABILITY: SURFACE MOTION
 ML0635
 ML0635  HISTORY     - Date     Condition        Report By
 ML0635  HISTORY     - 1935     MONUMENTED       CGS
 ML0635  HISTORY     - 1964     GOOD             CGS
 ML0635
 ML0635                          STATION DESCRIPTION
 ML0635
 ML0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0635'9.4 MI NE FROM BURWELL.
 ML0635'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM THE
 ML0635'BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 ML0635'GARFIELD COUNTY, TO THE JUNCTION OF THESE HIGHWAYS, THENCE
 ML0635'8.3 MILES NORTH ALONG STATE HIGHWAY 11, AT A T-ROAD JUNCTION,
 ML0635'122 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 11, 106 FEET
 ML0635'NORTH OF THE CENTERLINE OF GRADED ROAD, 81 FEET NORTH OF THE
 ML0635'NORTH END OF A CONCRETE CULVERT, 74 FEET NORTH OF A FENCE
 ML0635'CORNER, 1 FOOT EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A
 ML0635'STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ML0635'IS STAMPED G 126 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0325 ***********************************************************************
 NN0325  DESIGNATION -  G 127
 NN0325  PID         -  NN0325
 NN0325  STATE/COUNTY-  NE/HOLT
 NN0325  COUNTRY     -  US
 NN0325  USGS QUAD   -  ATKINSON (2017)
 NN0325
 NN0325                         *CURRENT SURVEY CONTROL
 NN0325  ______________________________________________________________________
 NN0325* NAD 83(1986) POSITION- 42 30 27.     (N) 098 56 07.     (W)   SCALED
 NN0325* NAVD 88 ORTHO HEIGHT -   636.366 (meters)     2087.81  (feet) ADJUSTED
 NN0325  ______________________________________________________________________
 NN0325  GEOID HEIGHT    -        -24.140 (meters)                     GEOID18
 NN0325  DYNAMIC HEIGHT  -        636.113 (meters)     2086.98  (feet) COMP
 NN0325  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 NN0325
 NN0325  VERT ORDER      -  FIRST     CLASS II
 NN0325
 NN0325.The horizontal coordinates were scaled from a map and have
 NN0325.an estimated accuracy of +/- 6 seconds.
 NN0325
 NN0325.The orthometric height was determined by differential leveling and
 NN0325.adjusted by the NATIONAL GEODETIC SURVEY
 NN0325.in June 1991.
 NN0325
 NN0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0325.GEOID18 height accuracy estimate available here.
 NN0325
 NN0325.Click photographs - Photos may exist for this station.
 NN0325
 NN0325.The dynamic height is computed by dividing the NAVD 88
 NN0325.geopotential number by the normal gravity value computed on the
 NN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0325.degrees latitude (g = 980.6199 gals.).
 NN0325
 NN0325.The modeled gravity was interpolated from observed gravity values.
 NN0325
 NN0325;                    North         East    Units  Estimated Accuracy
 NN0325;SPC NE       -   297,460.      587,490.      MT  (+/- 180 meters Scaled)
 NN0325
 NN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN053061(NAD 83)
 NN0325
 NN0325                          SUPERSEDED SURVEY CONTROL
 NN0325
 NN0325  NGVD 29 (??/??/92)  636.138  (m)         2087.06   (f) ADJ UNCH    1 2
 NN0325
 NN0325.Superseded values are not recommended for survey control.
 NN0325
 NN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0325.See file dsdata.pdf to determine how the superseded data were derived.
 NN0325
 NN0325_MARKER: DB = BENCH MARK DISK
 NN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0325_STAMPING: G 127 1935
 NN0325_MARK LOGO: CGS
 NN0325_PROJECTION: PROJECTING 12 CENTIMETERS
 NN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0325+STABILITY: SURFACE MOTION
 NN0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0325+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 NN0325
 NN0325  HISTORY     - Date     Condition        Report By
 NN0325  HISTORY     - 1935     MONUMENTED       CGS
 NN0325  HISTORY     - 1946     GOOD             CGS
 NN0325  HISTORY     - 1982     GOOD             LOCSUR
 NN0325  HISTORY     - 20220729 GOOD             NEGS
 NN0325
 NN0325                          STATION DESCRIPTION
 NN0325
 NN0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0325'2.5 MI SE FROM ATKINSON.
 NN0325'2.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0325'FROM THE STATION AT ATKINSON, HOLT COUNTY, 51 FEET WEST OF THE
 NN0325'SECOND POLE SOUTHEAST OF MILEPOST 171, AT AN ABANDONED ROAD
 NN0325'CROSSING, 46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 NN0325'2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NN0325'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD
 NN0325'DISK, STAMPED G 127 1935 AND SET IN THE TOP OF A CONCRETE POST
 NN0325'PROJECTING 5 INCHES ABOVE GROUND.
 NN0325
 NN0325                          STATION RECOVERY (1982)
 NN0325
 NN0325'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0325'RECOVERED IN GOOD CONDITION.
 NN0325
 NN0325                          STATION RECOVERY (2022)
 NN0325
 NN0325'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (BO)
 NN0325'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 11 AND U.S. HIGHWAY 20 IN
 NN0325'ATKINSON, NE., GO SOUTHEAST ON U.S. HIGHWAY 20 APPROXIMATELY 2.3 MI
 NN0325'(3.7 KM) TO MILE POST 292.21 AND THE MARK ON THE RIGHT (SOUTHWEST).
 NN0325'THE MARK IS SOUTH OF THE COWBOY TRAIL, NEAR THE R.O.W. FENCE.  THE
 NN0325'MARK IS 46.5 FT (14.2 M) SOUTHWEST OF THE COWBOY TRAIL, 2.0 FT (0.6 M)
 NN0325'NORTHEAST OF R.O.W. FENCE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST
 NN0325'AND 180 FT (54.9 M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY.  20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0135 ***********************************************************************
 NN0135  DESIGNATION -  G 128
 NN0135  PID         -  NN0135
 NN0135  STATE/COUNTY-  NE/ANTELOPE
 NN0135  COUNTRY     -  US
 NN0135  USGS QUAD   -  NELIGH (2017)
 NN0135
 NN0135                         *CURRENT SURVEY CONTROL
 NN0135  ______________________________________________________________________
 NN0135* NAD 83(1986) POSITION- 42 09 19.     (N) 098 04 58.     (W)   SCALED
 NN0135* NAVD 88 ORTHO HEIGHT -   534.311 (meters)     1752.99  (feet) ADJUSTED
 NN0135  ______________________________________________________________________
 NN0135  GEOID HEIGHT    -        -24.640 (meters)                     GEOID18
 NN0135  DYNAMIC HEIGHT  -        534.098 (meters)     1752.29  (feet) COMP
 NN0135  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 NN0135
 NN0135  VERT ORDER      -  SECOND    CLASS 0
 NN0135
 NN0135.The horizontal coordinates were scaled from a map and have
 NN0135.an estimated accuracy of +/- 6 seconds.
 NN0135
 NN0135.The orthometric height was determined by differential leveling and
 NN0135.adjusted by the NATIONAL GEODETIC SURVEY
 NN0135.in June 1991.
 NN0135
 NN0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0135.GEOID18 height accuracy estimate available here.
 NN0135
 NN0135.Click photographs - Photos may exist for this station.
 NN0135
 NN0135.The dynamic height is computed by dividing the NAVD 88
 NN0135.geopotential number by the normal gravity value computed on the
 NN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0135.degrees latitude (g = 980.6199 gals.).
 NN0135
 NN0135.The modeled gravity was interpolated from observed gravity values.
 NN0135
 NN0135;                    North         East    Units  Estimated Accuracy
 NN0135;SPC NE       -   259,560.      658,400.      MT  (+/- 180 meters Scaled)
 NN0135
 NN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757674(NAD 83)
 NN0135
 NN0135                          SUPERSEDED SURVEY CONTROL
 NN0135
 NN0135  NGVD 29 (??/??/92)  534.110  (m)         1752.33   (f) ADJ UNCH    2 0
 NN0135
 NN0135.Superseded values are not recommended for survey control.
 NN0135
 NN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0135.See file dsdata.pdf to determine how the superseded data were derived.
 NN0135
 NN0135_MARKER: DB = BENCH MARK DISK
 NN0135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0135_SP_SET: CULVERT HEADWALL
 NN0135_STAMPING: G 128 1935
 NN0135_MARK LOGO: CGS
 NN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0135+STABILITY: SURFACE MOTION
 NN0135
 NN0135  HISTORY     - Date     Condition        Report By
 NN0135  HISTORY     - 1935     MONUMENTED       CGS
 NN0135  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 NN0135  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NN0135
 NN0135                          STATION DESCRIPTION
 NN0135
 NN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0135'3.3 MI NW FROM NELIGH.
 NN0135'3.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0135'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, AT STONE CULVERT
 NN0135'227, IN THE TOP OF THE NORTHEAST CORNER OF THE FIRST LEDGE, 37.1
 NN0135'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 8.6 FEET NORTHWEST
 NN0135'OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 NN0135'G 128 1935.
 NN0135
 NN0135                          STATION RECOVERY (1981)
 NN0135
 NN0135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0135'MARK NOT FOUND.
 NN0135
 NN0135                          STATION RECOVERY (2010)
 NN0135
 NN0135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NN0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0317 ***********************************************************************
 LG0317  DESIGNATION -  G 13
 LG0317  PID         -  LG0317
 LG0317  STATE/COUNTY-  NE/LANCASTER
 LG0317  COUNTRY     -  US
 LG0317  USGS QUAD   -  EMERALD (2017)
 LG0317
 LG0317                         *CURRENT SURVEY CONTROL
 LG0317  ______________________________________________________________________
 LG0317* NAD 83(1986) POSITION- 40 46 15.     (N) 096 46 02.     (W)   SCALED
 LG0317* NAVD 88 ORTHO HEIGHT -   358.185 (meters)     1175.15  (feet) ADJUSTED
 LG0317  ______________________________________________________________________
 LG0317  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 LG0317  DYNAMIC HEIGHT  -        358.024 (meters)     1174.62  (feet) COMP
 LG0317  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 LG0317
 LG0317  VERT ORDER      -  FIRST     CLASS II
 LG0317
 LG0317.The horizontal coordinates were scaled from a map and have
 LG0317.an estimated accuracy of +/- 6 seconds.
 LG0317
 LG0317.The orthometric height was determined by differential leveling and
 LG0317.adjusted by the NATIONAL GEODETIC SURVEY
 LG0317.in June 1991.
 LG0317
 LG0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0317.GEOID18 height accuracy estimate available here.
 LG0317
 LG0317.Click photographs - Photos may exist for this station.
 LG0317
 LG0317.The dynamic height is computed by dividing the NAVD 88
 LG0317.geopotential number by the normal gravity value computed on the
 LG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0317.degrees latitude (g = 980.6199 gals.).
 LG0317
 LG0317.The modeled gravity was interpolated from observed gravity values.
 LG0317
 LG0317;                    North         East    Units  Estimated Accuracy
 LG0317;SPC NE       -   109,190.      772,800.      MT  (+/- 180 meters Scaled)
 LG0317
 LG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL884157(NAD 83)
 LG0317
 LG0317                          SUPERSEDED SURVEY CONTROL
 LG0317
 LG0317  NGVD 29 (??/??/92)  358.079  (m)         1174.80   (f) ADJ UNCH    1 2
 LG0317
 LG0317.Superseded values are not recommended for survey control.
 LG0317
 LG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0317.See file dsdata.pdf to determine how the superseded data were derived.
 LG0317
 LG0317_MARKER: DB = BENCH MARK DISK
 LG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0317_STAMPING: 1174.322 G 13 1933
 LG0317_MARK LOGO: CGS
 LG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0317+STABILITY: SURFACE MOTION
 LG0317
 LG0317  HISTORY     - Date     Condition        Report By
 LG0317  HISTORY     - 1933     MONUMENTED       CGS
 LG0317  HISTORY     - 1940     GOOD             CGS
 LG0317
 LG0317                          STATION DESCRIPTION
 LG0317
 LG0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0317'4.5 MI SW FROM LINCOLN.
 LG0317'4.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0317'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY,
 LG0317'5 RAILS WEST OF MILEPOST 64, 88 FEET NORTH OF THE CENTERLINE
 LG0317'OF THE TRACK, 3 FEET WEST OF A SIGN PIONEER PARK, 2 FEET SOUTH
 LG0317'OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A 4 X 4 WHITE
 LG0317'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1174.322
 LG0317'G 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0317'0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0346 ***********************************************************************
 NO0346  DESIGNATION -  G 130
 NO0346  PID         -  NO0346
 NO0346  STATE/COUNTY-  NE/CHERRY
 NO0346  COUNTRY     -  US
 NO0346  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0346
 NO0346                         *CURRENT SURVEY CONTROL
 NO0346  ______________________________________________________________________
 NO0346* NAD 83(1986) POSITION- 42 43 11.     (N) 101 42 22.     (W)   SCALED
 NO0346* NAVD 88 ORTHO HEIGHT -  1035.667 (meters)     3397.85  (feet) ADJUSTED
 NO0346  ______________________________________________________________________
 NO0346  GEOID HEIGHT    -        -19.258 (meters)                     GEOID18
 NO0346  DYNAMIC HEIGHT  -       1035.183 (meters)     3396.26  (feet) COMP
 NO0346  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 NO0346
 NO0346  VERT ORDER      -  SECOND    CLASS 0
 NO0346
 NO0346.The horizontal coordinates were scaled from a map and have
 NO0346.an estimated accuracy of +/- 6 seconds.
 NO0346
 NO0346.The orthometric height was determined by differential leveling and
 NO0346.adjusted by the NATIONAL GEODETIC SURVEY
 NO0346.in June 1991.
 NO0346
 NO0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0346.GEOID18 height accuracy estimate available here.
 NO0346
 NO0346.Click photographs - Photos may exist for this station.
 NO0346
 NO0346.The dynamic height is computed by dividing the NAVD 88
 NO0346.geopotential number by the normal gravity value computed on the
 NO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0346.degrees latitude (g = 980.6199 gals.).
 NO0346
 NO0346.The modeled gravity was interpolated from observed gravity values.
 NO0346
 NO0346;                    North         East    Units  Estimated Accuracy
 NO0346;SPC NE       -   321,870.      360,280.      MT  (+/- 180 meters Scaled)
 NO0346
 NO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN784332(NAD 83)
 NO0346
 NO0346                          SUPERSEDED SURVEY CONTROL
 NO0346
 NO0346  NGVD 29 (??/??/92) 1035.236  (m)         3396.44   (f) ADJ UNCH    2 0
 NO0346
 NO0346.Superseded values are not recommended for survey control.
 NO0346
 NO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0346.See file dsdata.pdf to determine how the superseded data were derived.
 NO0346
 NO0346_MARKER: DB = BENCH MARK DISK
 NO0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0346_STAMPING: G 130 1934
 NO0346_MARK LOGO: CGS
 NO0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0346+STABILITY: SURFACE MOTION
 NO0346
 NO0346  HISTORY     - Date     Condition        Report By
 NO0346  HISTORY     - 1934     MONUMENTED       CGS
 NO0346  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0346
 NO0346                          STATION DESCRIPTION
 NO0346
 NO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0346'16.5 MI S FROM MERRIMAN.
 NO0346'16.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0346'COUNTY, 2.0 MILES NORTH OF THE MAC BETH RANCH HOUSE, 1/4 MILE
 NO0346'SOUTHWEST OF A WINDMILL AND TANK, AT THE NORTH END OF A LARGE
 NO0346'MEADOW, 50 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 NO0346'FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NO0346'G 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0346
 NO0346                          STATION RECOVERY (1988)
 NO0346
 NO0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0499 ***********************************************************************
 MK0499  DESIGNATION -  G 131
 MK0499  PID         -  MK0499
 MK0499  STATE/COUNTY-  NE/WASHINGTON
 MK0499  COUNTRY     -  US
 MK0499  USGS QUAD   -  ARLINGTON (2017)
 MK0499
 MK0499                         *CURRENT SURVEY CONTROL
 MK0499  ______________________________________________________________________
 MK0499* NAD 83(1986) POSITION- 41 26 50.     (N) 096 17 01.     (W)   SCALED
 MK0499* NAVD 88 ORTHO HEIGHT -   370.437 (meters)     1215.34  (feet) ADJUSTED
 MK0499  ______________________________________________________________________
 MK0499  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 MK0499  DYNAMIC HEIGHT  -        370.262 (meters)     1214.77  (feet) COMP
 MK0499  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 MK0499
 MK0499  VERT ORDER      -  SECOND    CLASS 0
 MK0499
 MK0499.The horizontal coordinates were scaled from a map and have
 MK0499.an estimated accuracy of +/- 6 seconds.
 MK0499
 MK0499.The orthometric height was determined by differential leveling and
 MK0499.adjusted by the NATIONAL GEODETIC SURVEY
 MK0499.in June 1991.
 MK0499
 MK0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0499.GEOID18 height accuracy estimate available here.
 MK0499
 MK0499.Click photographs - Photos may exist for this station.
 MK0499
 MK0499.The dynamic height is computed by dividing the NAVD 88
 MK0499.geopotential number by the normal gravity value computed on the
 MK0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0499.degrees latitude (g = 980.6199 gals.).
 MK0499
 MK0499.The modeled gravity was interpolated from observed gravity values.
 MK0499
 MK0499;                    North         East    Units  Estimated Accuracy
 MK0499;SPC NE       -   185,850.      810,360.      MT  (+/- 180 meters Scaled)
 MK0499
 MK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL269919(NAD 83)
 MK0499
 MK0499                          SUPERSEDED SURVEY CONTROL
 MK0499
 MK0499  NGVD 29 (??/??/92)  370.287  (m)         1214.85   (f) ADJ UNCH    2 0
 MK0499
 MK0499.Superseded values are not recommended for survey control.
 MK0499
 MK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0499.See file dsdata.pdf to determine how the superseded data were derived.
 MK0499
 MK0499_MARKER: DB = BENCH MARK DISK
 MK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0499_STAMPING: G 131 1935
 MK0499_MARK LOGO: CGS
 MK0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0499+STABILITY: SURFACE MOTION
 MK0499
 MK0499  HISTORY     - Date     Condition        Report By
 MK0499  HISTORY     - 1935     MONUMENTED       CGS
 MK0499  HISTORY     - 1947     GOOD             CGS
 MK0499
 MK0499                          STATION DESCRIPTION
 MK0499
 MK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0499'3.7 MI E FROM ARLINGTON.
 MK0499'3.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0499'THE STATION AT ARLINGTON, AT THE NORTHWEST END OF A CUT, 20 31-FOOT
 MK0499'RAILS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO. 95, 58.5
 MK0499'FEET NORTHWEST OF A TELEPHONE POLE, 37.8 FEET NORTHEAST OF THE
 MK0499'NORTHEAST RAIL OF THE TRACK, 6.0 FEET SOUTHWEST OF THE NORTHEAST
 MK0499'RIGHT OF WAY FENCE, 1.7 FOOT NORTHEAST OF A REFERENCE POST,
 MK0499'SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK AND PROJECTING
 MK0499'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0113 ***********************************************************************
 MK0113  DESIGNATION -  G 132
 MK0113  PID         -  MK0113
 MK0113  STATE/COUNTY-  NE/BURT
 MK0113  COUNTRY     -  US
 MK0113  USGS QUAD   -  OAKLAND (2017)
 MK0113
 MK0113                         *CURRENT SURVEY CONTROL
 MK0113  ______________________________________________________________________
 MK0113* NAD 83(1986) POSITION- 41 49 20.     (N) 096 28 13.     (W)   SCALED
 MK0113* NAVD 88 ORTHO HEIGHT -   386.109 (meters)     1266.76  (feet) ADJUSTED
 MK0113  ______________________________________________________________________
 MK0113  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 MK0113  DYNAMIC HEIGHT  -        385.968 (meters)     1266.30  (feet) COMP
 MK0113  MODELED GRAVITY -    980,244.8   (mgal)                       NAVD 88
 MK0113
 MK0113  VERT ORDER      -  SECOND    CLASS 0
 MK0113
 MK0113.The horizontal coordinates were scaled from a map and have
 MK0113.an estimated accuracy of +/- 6 seconds.
 MK0113
 MK0113.The orthometric height was determined by differential leveling and
 MK0113.adjusted by the NATIONAL GEODETIC SURVEY
 MK0113.in June 1991.
 MK0113
 MK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0113.GEOID18 height accuracy estimate available here.
 MK0113
 MK0113.Click photographs - Photos may exist for this station.
 MK0113
 MK0113.The dynamic height is computed by dividing the NAVD 88
 MK0113.geopotential number by the normal gravity value computed on the
 MK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0113.degrees latitude (g = 980.6199 gals.).
 MK0113
 MK0113.The modeled gravity was interpolated from observed gravity values.
 MK0113
 MK0113;                    North         East    Units  Estimated Accuracy
 MK0113;SPC NE       -   226,800.      793,080.      MT  (+/- 180 meters Scaled)
 MK0113
 MK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM100331(NAD 83)
 MK0113
 MK0113                          SUPERSEDED SURVEY CONTROL
 MK0113
 MK0113  NGVD 29 (??/??/92)  385.975  (m)         1266.32   (f) ADJ UNCH    2 0
 MK0113
 MK0113.Superseded values are not recommended for survey control.
 MK0113
 MK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0113.See file dsdata.pdf to determine how the superseded data were derived.
 MK0113
 MK0113_MARKER: DB = BENCH MARK DISK
 MK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0113_STAMPING: G 132 1935
 MK0113_MARK LOGO: CGS
 MK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0113+STABILITY: SURFACE MOTION
 MK0113
 MK0113  HISTORY     - Date     Condition        Report By
 MK0113  HISTORY     - 1935     MONUMENTED       CGS
 MK0113  HISTORY     - 1938     GOOD             CGS
 MK0113
 MK0113                          STATION DESCRIPTION
 MK0113
 MK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 MK0113'0.8 MI S FROM OAKLAND.
 MK0113'0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0113'FROM THE STATION AT OAKLAND, BURT COUNTY, 0.3 MILE SOUTH OF A
 MK0113'HIGHWAY OVERPASS 18-1/2 RAILS NORTH OF MILEPOST 59, 67.7 FEET
 MK0113'WEST OF THE WEST RAIL OF THE TRACK, 5 FEET EAST OF THE WEST RIGHT
 MK0113'OF WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MK0113'STAMPED G 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1208 ***********************************************************************
 MK1208  DESIGNATION -  G 133
 MK1208  PID         -  MK1208
 MK1208  STATE/COUNTY-  NE/COLFAX
 MK1208  COUNTRY     -  US
 MK1208  USGS QUAD   -  CLARKSON (2017)
 MK1208
 MK1208                         *CURRENT SURVEY CONTROL
 MK1208  ______________________________________________________________________
 MK1208* NAD 83(1986) POSITION- 41 43 44.     (N) 097 03 37.     (W)   SCALED
 MK1208* NAVD 88 ORTHO HEIGHT -   468.335 (meters)     1536.53  (feet) ADJUSTED
 MK1208  ______________________________________________________________________
 MK1208  GEOID HEIGHT    -        -25.194 (meters)                     GEOID18
 MK1208  DYNAMIC HEIGHT  -        468.146 (meters)     1535.91  (feet) COMP
 MK1208  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 MK1208
 MK1208  VERT ORDER      -  SECOND    CLASS 0
 MK1208
 MK1208.The horizontal coordinates were scaled from a map and have
 MK1208.an estimated accuracy of +/- 6 seconds.
 MK1208
 MK1208.The orthometric height was determined by differential leveling and
 MK1208.adjusted by the NATIONAL GEODETIC SURVEY
 MK1208.in June 1991.
 MK1208
 MK1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1208.GEOID18 height accuracy estimate available here.
 MK1208
 MK1208.Click photographs - Photos may exist for this station.
 MK1208
 MK1208.The dynamic height is computed by dividing the NAVD 88
 MK1208.geopotential number by the normal gravity value computed on the
 MK1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1208.degrees latitude (g = 980.6199 gals.).
 MK1208
 MK1208.The modeled gravity was interpolated from observed gravity values.
 MK1208
 MK1208;                    North         East    Units  Estimated Accuracy
 MK1208;SPC NE       -   214,610.      744,460.      MT  (+/- 180 meters Scaled)
 MK1208
 MK1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM613214(NAD 83)
 MK1208
 MK1208                          SUPERSEDED SURVEY CONTROL
 MK1208
 MK1208  NGVD 29 (??/??/92)  468.154  (m)         1535.94   (f) ADJ UNCH    2 0
 MK1208
 MK1208.Superseded values are not recommended for survey control.
 MK1208
 MK1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1208.See file dsdata.pdf to determine how the superseded data were derived.
 MK1208
 MK1208_MARKER: DB = BENCH MARK DISK
 MK1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1208_STAMPING: G 133 1935
 MK1208_MARK LOGO: CGS
 MK1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1208+STABILITY: SURFACE MOTION
 MK1208
 MK1208  HISTORY     - Date     Condition        Report By
 MK1208  HISTORY     - 1935     MONUMENTED       CGS
 MK1208  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1208
 MK1208                          STATION DESCRIPTION
 MK1208
 MK1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1208'3.2 MI W FROM HOWELL.
 MK1208'3.2 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1208'RAILROAD BETWEEN HOOPER AND HUMPHREY, ABOUT 1380 FEET NORTH
 MK1208'OF THE CENTER LINE OF STATE HIGHWAY NO. 91, 44 FEET WEST OF
 MK1208'THE CENTER LINE OF STATE HIGHWAY 15, 31.8 FEET NORTH OF THE
 MK1208'NORTH RAIL, 12.9 FEET WEST OF THE HIGHWAY RIGHT OF WAY FENCE,
 MK1208'5.0 FEET ABOVE THE LEVEL OF TRACK.
 MK1208
 MK1208                          STATION RECOVERY (1965)
 MK1208
 MK1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1536 ***********************************************************************
 MK1536  DESIGNATION -  G 136
 MK1536  PID         -  MK1536
 MK1536  STATE/COUNTY-  NE/HAMILTON
 MK1536  COUNTRY     -  US
 MK1536  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1536
 MK1536                         *CURRENT SURVEY CONTROL
 MK1536  ______________________________________________________________________
 MK1536* NAD 83(1986) POSITION- 41 05 26.     (N) 097 57 09.     (W)   SCALED
 MK1536* NAVD 88 ORTHO HEIGHT -   514.311 (meters)     1687.37  (feet) ADJUSTED
 MK1536  ______________________________________________________________________
 MK1536  GEOID HEIGHT    -        -25.398 (meters)                     GEOID18
 MK1536  DYNAMIC HEIGHT  -        514.053 (meters)     1686.52  (feet) COMP
 MK1536  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 MK1536
 MK1536  VERT ORDER      -  SECOND    CLASS 0
 MK1536
 MK1536.The horizontal coordinates were scaled from a map and have
 MK1536.an estimated accuracy of +/- 6 seconds.
 MK1536
 MK1536.The orthometric height was determined by differential leveling and
 MK1536.adjusted by the NATIONAL GEODETIC SURVEY
 MK1536.in June 1991.
 MK1536
 MK1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1536.GEOID18 height accuracy estimate available here.
 MK1536
 MK1536.Click photographs - Photos may exist for this station.
 MK1536
 MK1536.The dynamic height is computed by dividing the NAVD 88
 MK1536.geopotential number by the normal gravity value computed on the
 MK1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1536.degrees latitude (g = 980.6199 gals.).
 MK1536
 MK1536.The modeled gravity was interpolated from observed gravity values.
 MK1536
 MK1536;                    North         East    Units  Estimated Accuracy
 MK1536;SPC NE       -   141,620.      671,960.      MT  (+/- 180 meters Scaled)
 MK1536
 MK1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL879493(NAD 83)
 MK1536
 MK1536                          SUPERSEDED SURVEY CONTROL
 MK1536
 MK1536  NGVD 29 (??/??/92)  514.092  (m)         1686.65   (f) ADJ UNCH    2 0
 MK1536
 MK1536.Superseded values are not recommended for survey control.
 MK1536
 MK1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1536.See file dsdata.pdf to determine how the superseded data were derived.
 MK1536
 MK1536_MARKER: DB = BENCH MARK DISK
 MK1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1536_STAMPING: G-136-1935
 MK1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1536+STABILITY: SURFACE MOTION
 MK1536
 MK1536  HISTORY     - Date     Condition        Report By
 MK1536  HISTORY     - 1935     MONUMENTED       CGS
 MK1536
 MK1536                          STATION DESCRIPTION
 MK1536
 MK1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1536'3.6 MI SE FROM CENTRAL CITY.
 MK1536'3.6 MILES SOUTHEAST OF CENTRAL CITY DEPOT.  ALONG A BRANCH LINE
 MK1536'OF THE UNION PACIFIC RAILWAY BETWEEN STROMSBURG AND CENTRAL
 MK1536'CITY, ABOUT 336 FEET SOUTHEAST OF MERRICK AND HAMILTON COUNTY
 MK1536'LINE, 97.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 28.0 FEET
 MK1536'SOUTHEAST OF MILE POST NO. 72, 3.0 FEET BELOW THE LEVEL OF
 MK1536'TRACK, 2.0 FEET NORTHWEST OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1305 ***********************************************************************
 MK1305  DESIGNATION -  G 137
 MK1305  PID         -  MK1305
 MK1305  STATE/COUNTY-  NE/BUTLER
 MK1305  COUNTRY     -  US
 MK1305  USGS QUAD   -  RISING CITY (2017)
 MK1305
 MK1305                         *CURRENT SURVEY CONTROL
 MK1305  ______________________________________________________________________
 MK1305* NAD 83(1986) POSITION- 41 07 45.     (N) 097 16 45.     (W)   SCALED
 MK1305* NAVD 88 ORTHO HEIGHT -   485.996 (meters)     1594.47  (feet) ADJUSTED
 MK1305  ______________________________________________________________________
 MK1305  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 MK1305  DYNAMIC HEIGHT  -        485.758 (meters)     1593.69  (feet) COMP
 MK1305  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 MK1305
 MK1305  VERT ORDER      -  SECOND    CLASS 0
 MK1305
 MK1305.The horizontal coordinates were scaled from a map and have
 MK1305.an estimated accuracy of +/- 6 seconds.
 MK1305
 MK1305.The orthometric height was determined by differential leveling and
 MK1305.adjusted by the NATIONAL GEODETIC SURVEY
 MK1305.in June 1991.
 MK1305
 MK1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1305.GEOID18 height accuracy estimate available here.
 MK1305
 MK1305.Click photographs - Photos may exist for this station.
 MK1305
 MK1305.The dynamic height is computed by dividing the NAVD 88
 MK1305.geopotential number by the normal gravity value computed on the
 MK1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1305.degrees latitude (g = 980.6199 gals.).
 MK1305
 MK1305.The modeled gravity was interpolated from observed gravity values.
 MK1305
 MK1305;                    North         East    Units  Estimated Accuracy
 MK1305;SPC NE       -   147,470.      728,360.      MT  (+/- 180 meters Scaled)
 MK1305
 MK1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL444545(NAD 83)
 MK1305
 MK1305                          SUPERSEDED SURVEY CONTROL
 MK1305
 MK1305  NGVD 29 (??/??/92)  485.812  (m)         1593.87   (f) ADJ UNCH    2 0
 MK1305
 MK1305.Superseded values are not recommended for survey control.
 MK1305
 MK1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1305.See file dsdata.pdf to determine how the superseded data were derived.
 MK1305
 MK1305_MARKER: DB = BENCH MARK DISK
 MK1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1305_STAMPING: G 137 1935
 MK1305_MARK LOGO: CGS
 MK1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1305+STABILITY: SURFACE MOTION
 MK1305
 MK1305  HISTORY     - Date     Condition        Report By
 MK1305  HISTORY     - 1935     MONUMENTED       CGS
 MK1305
 MK1305                          STATION DESCRIPTION
 MK1305
 MK1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1305'2.3 MI NE FROM SURPRISE.
 MK1305'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1305'AND YORK, 43.6 FEET SOUTH EAST OF THE SOUTHEAST RAIL, 8.6 FEET
 MK1305'SOUTH OF MILE POST NO. 53, 3.0 FEET NORTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0717 ***********************************************************************
 LG0717  DESIGNATION -  G 138
 LG0717  PID         -  LG0717
 LG0717  STATE/COUNTY-  NE/HAMILTON
 LG0717  COUNTRY     -  US
 LG0717  USGS QUAD   -  AURORA EAST (2017)
 LG0717
 LG0717                         *CURRENT SURVEY CONTROL
 LG0717  ______________________________________________________________________
 LG0717* NAD 83(1986) POSITION- 40 51 50.     (N) 097 58 44.     (W)   SCALED
 LG0717* NAVD 88 ORTHO HEIGHT -   538.844 (meters)     1767.86  (feet) ADJUSTED
 LG0717  ______________________________________________________________________
 LG0717  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 LG0717  DYNAMIC HEIGHT  -        538.563 (meters)     1766.94  (feet) COMP
 LG0717  MODELED GRAVITY -    980,085.6   (mgal)                       NAVD 88
 LG0717
 LG0717  VERT ORDER      -  SECOND    CLASS 0
 LG0717
 LG0717.The horizontal coordinates were scaled from a map and have
 LG0717.an estimated accuracy of +/- 6 seconds.
 LG0717
 LG0717.The orthometric height was determined by differential leveling and
 LG0717.adjusted by the NATIONAL GEODETIC SURVEY
 LG0717.in June 1991.
 LG0717
 LG0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0717.GEOID18 height accuracy estimate available here.
 LG0717
 LG0717.Click photographs - Photos may exist for this station.
 LG0717
 LG0717.The dynamic height is computed by dividing the NAVD 88
 LG0717.geopotential number by the normal gravity value computed on the
 LG0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0717.degrees latitude (g = 980.6199 gals.).
 LG0717
 LG0717.The modeled gravity was interpolated from observed gravity values.
 LG0717
 LG0717;                    North         East    Units  Estimated Accuracy
 LG0717;SPC NE       -   116,410.      670,330.      MT  (+/- 180 meters Scaled)
 LG0717
 LG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL860241(NAD 83)
 LG0717
 LG0717                          SUPERSEDED SURVEY CONTROL
 LG0717
 LG0717  NGVD 29 (??/??/92)  538.615  (m)         1767.11   (f) ADJ UNCH    2 0
 LG0717
 LG0717.Superseded values are not recommended for survey control.
 LG0717
 LG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0717.See file dsdata.pdf to determine how the superseded data were derived.
 LG0717
 LG0717_MARKER: DB = BENCH MARK DISK
 LG0717_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0717_STAMPING: G 138 1935
 LG0717_MARK LOGO: CGS
 LG0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0717
 LG0717  HISTORY     - Date     Condition        Report By
 LG0717  HISTORY     - 1935     MONUMENTED       CGS
 LG0717
 LG0717                          STATION DESCRIPTION
 LG0717
 LG0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0717'1.1 MI E FROM AURORA.
 LG0717'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0717'FROM THE STATION AT AURORA, HAMILTON COUNTY, 0.3 MILE WEST OF
 LG0717'MILEPOST 76, 132.7 FEET SOUTHWEST OF THE CENTER OF A ROAD
 LG0717'CROSSING, 127.5 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 LG0717'AND 40.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 LG0717'G 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1068 ***********************************************************************
 MK1068  DESIGNATION -  G 139
 MK1068  PID         -  MK1068
 MK1068  STATE/COUNTY-  NE/CUMING
 MK1068  COUNTRY     -  US
 MK1068  USGS QUAD   -  WEST POINT SE (2017)
 MK1068
 MK1068                         *CURRENT SURVEY CONTROL
 MK1068  ______________________________________________________________________
 MK1068* NAD 83(1986) POSITION- 41 49 44.     (N) 096 36 44.     (W)   SCALED
 MK1068* NAVD 88 ORTHO HEIGHT -   431.396 (meters)     1415.34  (feet) ADJUSTED
 MK1068  ______________________________________________________________________
 MK1068  GEOID HEIGHT    -        -25.614 (meters)                     GEOID18
 MK1068  DYNAMIC HEIGHT  -        431.237 (meters)     1414.82  (feet) COMP
 MK1068  MODELED GRAVITY -    980,242.0   (mgal)                       NAVD 88
 MK1068
 MK1068  VERT ORDER      -  SECOND    CLASS 0
 MK1068
 MK1068.The horizontal coordinates were scaled from a map and have
 MK1068.an estimated accuracy of +/- 6 seconds.
 MK1068
 MK1068.The orthometric height was determined by differential leveling and
 MK1068.adjusted by the NATIONAL GEODETIC SURVEY
 MK1068.in June 1991.
 MK1068
 MK1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1068.GEOID18 height accuracy estimate available here.
 MK1068
 MK1068.Click photographs - Photos may exist for this station.
 MK1068
 MK1068.The dynamic height is computed by dividing the NAVD 88
 MK1068.geopotential number by the normal gravity value computed on the
 MK1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1068.degrees latitude (g = 980.6199 gals.).
 MK1068
 MK1068.The modeled gravity was interpolated from observed gravity values.
 MK1068
 MK1068;                    North         East    Units  Estimated Accuracy
 MK1068;SPC NE       -   227,070.      781,270.      MT  (+/- 180 meters Scaled)
 MK1068
 MK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM982335(NAD 83)
 MK1068
 MK1068                          SUPERSEDED SURVEY CONTROL
 MK1068
 MK1068  NGVD 29 (??/??/92)  431.256  (m)         1414.88   (f) ADJ UNCH    2 0
 MK1068
 MK1068.Superseded values are not recommended for survey control.
 MK1068
 MK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1068.See file dsdata.pdf to determine how the superseded data were derived.
 MK1068
 MK1068_MARKER: DB = BENCH MARK DISK
 MK1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1068_STAMPING: G 139 1935
 MK1068_MARK LOGO: CGS
 MK1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1068+STABILITY: SURFACE MOTION
 MK1068
 MK1068  HISTORY     - Date     Condition        Report By
 MK1068  HISTORY     - 1935     MONUMENTED       CGS
 MK1068  HISTORY     - 1957     GOOD             CGS
 MK1068
 MK1068                          STATION DESCRIPTION
 MK1068
 MK1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1068'5.6 MI E FROM WEST POINT.
 MK1068'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT,
 MK1068'ABOUT 400 FEET EAST OF CROSS ROAD, 235.0 FEET SOUTHEAST OF THE
 MK1068'CENTER LINE OF ROAD TO JOHN AHRENS FARM HOUSE, 30.5 FEET
 MK1068'SOUTH OF THE CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF FENCE.
 MK1068
 MK1068                          STATION RECOVERY (1957)
 MK1068
 MK1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0436 ***********************************************************************
 LG0436  DESIGNATION -  G 14
 LG0436  PID         -  LG0436
 LG0436  STATE/COUNTY-  NE/SALINE
 LG0436  COUNTRY     -  US
 LG0436  USGS QUAD   -  FRIEND (2017)
 LG0436
 LG0436                         *CURRENT SURVEY CONTROL
 LG0436  ______________________________________________________________________
 LG0436* NAD 83(1986) POSITION- 40 39 18.6    (N) 097 17 10.2    (W)   HD_HELD2
 LG0436* NAVD 88 ORTHO HEIGHT -   477.657 (meters)     1567.11  (feet) ADJUSTED
 LG0436  ______________________________________________________________________
 LG0436  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 LG0436  DYNAMIC HEIGHT  -        477.396 (meters)     1566.26  (feet) COMP
 LG0436  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 LG0436
 LG0436  VERT ORDER      -  FIRST     CLASS II
 LG0436
 LG0436.The horizontal coordinates were established by autonomous hand held GPS
 LG0436.observations and have an estimated accuracy of +/- 10 meters.
 LG0436
 LG0436.The orthometric height was determined by differential leveling and
 LG0436.adjusted by the NATIONAL GEODETIC SURVEY
 LG0436.in May 1993.
 LG0436
 LG0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0436.GEOID18 height accuracy estimate available here.
 LG0436
 LG0436.Click photographs - Photos may exist for this station.
 LG0436
 LG0436.The dynamic height is computed by dividing the NAVD 88
 LG0436.geopotential number by the normal gravity value computed on the
 LG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0436.degrees latitude (g = 980.6199 gals.).
 LG0436
 LG0436.The modeled gravity was interpolated from observed gravity values.
 LG0436
 LG0436;                    North         East    Units  Estimated Accuracy
 LG0436;SPC NE       -    94,848.      729,424.      MT  (+/- 10 meters HH2 GPS)
 LG0436
 LG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4488701890(NAD 83)
 LG0436
 LG0436                          SUPERSEDED SURVEY CONTROL
 LG0436
 LG0436  NAVD 88 (06/15/91)  477.671  (m)         1567.16   (f) SUPERSEDED  1 2
 LG0436  NGVD 29 (??/??/92)  477.508  (m)         1566.62   (f) ADJ UNCH    1 2
 LG0436
 LG0436.Superseded values are not recommended for survey control.
 LG0436
 LG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0436.See file dsdata.pdf to determine how the superseded data were derived.
 LG0436
 LG0436_MARKER: DB = BENCH MARK DISK
 LG0436_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0436_SP_SET: BUILDING
 LG0436_STAMPING: G 14 1933 1566.473
 LG0436_MARK LOGO: CGS
 LG0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0436+STABILITY: SURFACE MOTION
 LG0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0436+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 LG0436
 LG0436  HISTORY     - Date     Condition        Report By
 LG0436  HISTORY     - 1933     MONUMENTED       CGS
 LG0436  HISTORY     - 1940     GOOD             CGS
 LG0436  HISTORY     - 1985     GOOD             NGS
 LG0436  HISTORY     - 19911008 GOOD             NGS
 LG0436  HISTORY     - 20120711 GOOD             GEOCAC
 LG0436
 LG0436                          STATION DESCRIPTION
 LG0436
 LG0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0436'AT FRIEND.
 LG0436'AT FRIEND, SALINE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0436'RAILROAD, IN THE NORTH WALL OF THE STATION, 3 FEET EAST OF THE
 LG0436'NORTH ENTRANCE TO THE WAITING ROOM, AND 3 FEET ABOVE THE WALK.  A
 LG0436'STANDARD DISK, STAMPED 1566.473 G 14 1933 AND SET VERTICALLY.
 LG0436
 LG0436                          STATION RECOVERY (1985)
 LG0436
 LG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0436'IN THE OLD RAILROAD STATION BUILDING IN FRIEND, 0.91 M (3.0 FT) EAST
 LG0436'OF THE NORTH ENTRANCE, 0.91 M (3.0 FT), ABOVE THE SIDEWALK AND SET
 LG0436'VERTICALLY. THE OLD STATION BUILDING HAS BEEN PURCHASED BY THE CITY
 LG0436'OF FRIEND AND IS BEING PLACED ON THE NATIONAL REGISTER OF HISTORICAL
 LG0436'BUILDINGS.
 LG0436
 LG0436                          STATION RECOVERY (1991)
 LG0436
 LG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0436'IN FRIEND, AT THE INTERSECTION OF U.S. HIGHWAY 6 (1ST STREET) AND
 LG0436'MAPLE STREET, SET VERTICALLY IN THE NORTH FACE OF A BURLINGTON
 LG0436'NORTHERN RAILROAD STORAGE BUILDING (OLD RAILROAD STATION), 29.4 M
 LG0436'(96.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.3 M (56.8 FT)
 LG0436'EAST OF THE EXTENDED CENTER OF THE STREET, 6.7 M (22.0 FT) SOUTH OF
 LG0436'THE NEAR RAIL, 3.5 M (11.5 FT) WEST OF THE NORTHEAST CORNER OF THE
 LG0436'BUILDING, AND 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE.
 LG0436
 LG0436                          STATION RECOVERY (2012)
 LG0436
 LG0436'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0604 ***********************************************************************
 NM0604  DESIGNATION -  G 140
 NM0604  PID         -  NM0604
 NM0604  STATE/COUNTY-  NE/THURSTON
 NM0604  COUNTRY     -  US
 NM0604  USGS QUAD   -  EMERSON (2017)
 NM0604
 NM0604                         *CURRENT SURVEY CONTROL
 NM0604  ______________________________________________________________________
 NM0604* NAD 83(1986) POSITION- 42 16 02.     (N) 096 43 35.     (W)   SCALED
 NM0604* NAVD 88 ORTHO HEIGHT -   429.061 (meters)     1407.68  (feet) ADJUSTED
 NM0604  ______________________________________________________________________
 NM0604  GEOID HEIGHT    -        -25.269 (meters)                     GEOID18
 NM0604  DYNAMIC HEIGHT  -        428.916 (meters)     1407.20  (feet) COMP
 NM0604  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 NM0604
 NM0604  VERT ORDER      -  SECOND    CLASS 0
 NM0604
 NM0604.The horizontal coordinates were scaled from a map and have
 NM0604.an estimated accuracy of +/- 6 seconds.
 NM0604
 NM0604.The orthometric height was determined by differential leveling and
 NM0604.adjusted by the NATIONAL GEODETIC SURVEY
 NM0604.in June 1991.
 NM0604
 NM0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0604.GEOID18 height accuracy estimate available here.
 NM0604
 NM0604.Click photographs - Photos may exist for this station.
 NM0604
 NM0604.The dynamic height is computed by dividing the NAVD 88
 NM0604.geopotential number by the normal gravity value computed on the
 NM0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0604.degrees latitude (g = 980.6199 gals.).
 NM0604
 NM0604.The modeled gravity was interpolated from observed gravity values.
 NM0604
 NM0604;                    North         East    Units  Estimated Accuracy
 NM0604;SPC NE       -   275,340.      769,950.      MT  (+/- 180 meters Scaled)
 NM0604
 NM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM875819(NAD 83)
 NM0604
 NM0604                          SUPERSEDED SURVEY CONTROL
 NM0604
 NM0604  NGVD 29 (??/??/92)  428.889  (m)         1407.11   (f) ADJ UNCH    2 0
 NM0604
 NM0604.Superseded values are not recommended for survey control.
 NM0604
 NM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0604.See file dsdata.pdf to determine how the superseded data were derived.
 NM0604
 NM0604_MARKER: DB = BENCH MARK DISK
 NM0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0604_STAMPING: G 140 1935
 NM0604_MARK LOGO: CGS
 NM0604_PROJECTION: FLUSH
 NM0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0604+STABILITY: SURFACE MOTION
 NM0604
 NM0604  HISTORY     - Date     Condition        Report By
 NM0604  HISTORY     - 1935     MONUMENTED       CGS
 NM0604  HISTORY     - 1947     GOOD             CGS
 NM0604  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0604
 NM0604                          STATION DESCRIPTION
 NM0604
 NM0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0604'0.7 MI S FROM EMERSON.
 NM0604'ABOUT 0.7 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0604'AND OMAHA RAILROAD FROM THE STATION AT EMERSON, AT THE INTERSECTION
 NM0604'OF THE RAILROAD AND STATE HIGHWAY NO. 9, 48.0 FEET WEST OF THE
 NM0604'CENTER LINE OF THE HIGHWAY, 43.8 FEET NORTHEAST OF AND ABOUT
 NM0604'2.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 23.4 FEET
 NM0604'NORTHWEST OF A FENCE CORNER, 4.9 FEET NORTHWEST OF MILE POST
 NM0604'29-30, 2.0 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 1.0 FOOT
 NM0604'SOUTHEAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0604'A CONCRETE POST FLUSH WITH THE GROUND.
 NM0604
 NM0604                          STATION RECOVERY (1966)
 NM0604
 NM0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0081 ***********************************************************************
 LH0081  DESIGNATION -  G 15
 LH0081  PID         -  LH0081
 LH0081  STATE/COUNTY-  NE/CLAY
 LH0081  COUNTRY     -  US
 LH0081  USGS QUAD   -  HARVARD (2017)
 LH0081
 LH0081                         *CURRENT SURVEY CONTROL
 LH0081  ______________________________________________________________________
 LH0081* NAD 83(1986) POSITION- 40 36 27.     (N) 098 00 52.     (W)   SCALED
 LH0081* NAVD 88 ORTHO HEIGHT -   539.596 (meters)     1770.32  (feet) ADJUSTED
 LH0081  ______________________________________________________________________
 LH0081  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 LH0081  DYNAMIC HEIGHT  -        539.296 (meters)     1769.34  (feet) COMP
 LH0081  MODELED GRAVITY -    980,051.8   (mgal)                       NAVD 88
 LH0081
 LH0081  VERT ORDER      -  FIRST     CLASS II
 LH0081
 LH0081.The horizontal coordinates were scaled from a map and have
 LH0081.an estimated accuracy of +/- 6 seconds.
 LH0081
 LH0081.The orthometric height was determined by differential leveling and
 LH0081.adjusted by the NATIONAL GEODETIC SURVEY
 LH0081.in June 1991.
 LH0081
 LH0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0081.GEOID18 height accuracy estimate available here.
 LH0081
 LH0081.Click photographs - Photos may exist for this station.
 LH0081
 LH0081.The dynamic height is computed by dividing the NAVD 88
 LH0081.geopotential number by the normal gravity value computed on the
 LH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0081.degrees latitude (g = 980.6199 gals.).
 LH0081
 LH0081.The modeled gravity was interpolated from observed gravity values.
 LH0081
 LH0081;                    North         East    Units  Estimated Accuracy
 LH0081;SPC NE       -    87,880.      667,990.      MT  (+/- 180 meters Scaled)
 LH0081
 LH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK833956(NAD 83)
 LH0081
 LH0081                          SUPERSEDED SURVEY CONTROL
 LH0081
 LH0081  NGVD 29 (??/??/92)  539.383  (m)         1769.63   (f) ADJ UNCH    1 2
 LH0081
 LH0081.Superseded values are not recommended for survey control.
 LH0081
 LH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0081.See file dsdata.pdf to determine how the superseded data were derived.
 LH0081
 LH0081_MARKER: DB = BENCH MARK DISK
 LH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0081_STAMPING: 1769.645 G 15 1933
 LH0081_MARK LOGO: CGS
 LH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0081+STABILITY: SURFACE MOTION
 LH0081
 LH0081  HISTORY     - Date     Condition        Report By
 LH0081  HISTORY     - 1933     MONUMENTED       CGS
 LH0081  HISTORY     - 1935     GOOD             CGS
 LH0081  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0081
 LH0081                          STATION DESCRIPTION
 LH0081
 LH0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0081'4.5 MI E FROM HARVARD.
 LH0081'4.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0081'FROM THE STATION AT HARVARD, CLAY COUNTY, 1/4 MILE WEST OF
 LH0081'MILEPOST 136, AT A ROAD CROSSING, 144 FEET WEST OF THE CENTERLINE
 LH0081'OF THE ROAD, 96 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 LH0081'1 YARD SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 1769.645 G 15
 LH0081'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LH0081'ABOVE GROUND.
 LH0081
 LH0081                          STATION RECOVERY (1969)
 LH0081
 LH0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0647 ***********************************************************************
 ML0647  DESIGNATION -  G 16
 ML0647  PID         -  ML0647
 ML0647  STATE/COUNTY-  NE/BUFFALO
 ML0647  COUNTRY     -  US
 ML0647  USGS QUAD   -  MASON CITY SW (2017)
 ML0647
 ML0647                         *CURRENT SURVEY CONTROL
 ML0647  ______________________________________________________________________
 ML0647* NAD 83(1986) POSITION- 41 01 15.35   (N) 099 23 15.38   (W)   HD_HELD1
 ML0647* NAVD 88 ORTHO HEIGHT -   687.165 (meters)     2254.47  (feet) ADJUSTED
 ML0647  ______________________________________________________________________
 ML0647  GEOID HEIGHT    -        -23.710 (meters)                     GEOID18
 ML0647  DYNAMIC HEIGHT  -        686.788 (meters)     2253.24  (feet) COMP
 ML0647  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 ML0647
 ML0647  VERT ORDER      -  FIRST     CLASS II
 ML0647
 ML0647.The horizontal coordinates were determined by differentially corrected
 ML0647.hand held GPS observations or other comparable positioning techniques
 ML0647.and have an estimated accuracy of +/- 3 meters.
 ML0647
 ML0647.The orthometric height was determined by differential leveling and
 ML0647.adjusted by the NATIONAL GEODETIC SURVEY
 ML0647.in June 1991.
 ML0647
 ML0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0647.GEOID18 height accuracy estimate available here.
 ML0647
 ML0647.Click photographs - Photos may exist for this station.
 ML0647
 ML0647.The dynamic height is computed by dividing the NAVD 88
 ML0647.geopotential number by the normal gravity value computed on the
 ML0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0647.degrees latitude (g = 980.6199 gals.).
 ML0647
 ML0647.The modeled gravity was interpolated from observed gravity values.
 ML0647
 ML0647;                    North         East    Units  Estimated Accuracy
 ML0647;SPC NE       -   132,037.0     551,491.4     MT  (+/- 3 meters HH1 GPS) 
 ML0647
 ML0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6741241152(NAD 83)
 ML0647
 ML0647                          SUPERSEDED SURVEY CONTROL
 ML0647
 ML0647  NGVD 29 (??/??/92)  686.918  (m)         2253.66   (f) ADJ UNCH    1 2
 ML0647
 ML0647.Superseded values are not recommended for survey control.
 ML0647
 ML0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0647.See file dsdata.pdf to determine how the superseded data were derived.
 ML0647
 ML0647_MARKER: DB = BENCH MARK DISK
 ML0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0647_STAMPING: 2253.663 G 16 1933
 ML0647_MARK LOGO: CGS
 ML0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0647+STABILITY: SURFACE MOTION
 ML0647
 ML0647  HISTORY     - Date     Condition        Report By
 ML0647  HISTORY     - 1933     MONUMENTED       CGS
 ML0647  HISTORY     - 1967     GOOD             CGS
 ML0647
 ML0647                          STATION DESCRIPTION
 ML0647
 ML0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ML0647'6.5 MI N FROM MILLER.
 ML0647'ABOUT 6-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM MILLER,
 ML0647'BUFFALO COUNTY, ABOUT 2.1 MILES SOUTH OF MILTON STORE,
 ML0647'80 FEET SOUTHEAST OF A HOUSE OWNED BY ERBON KEYSER, 32 FEET
 ML0647'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH OF A
 ML0647'FENCE CORNER.  A STANDARD DISK, STAMPED 2253.663 G 16 1933
 ML0647'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 ML0647'ABOVE GROUND.  ALSO, THE MARK IS ABOUT 200 FEET WEST OF NEW
 ML0647'U.S. HIGHWAY 183, 4 FEET EAST OF A FENCE, AND 1 FOOT SOUTH
 ML0647'OF A WHITE WOODEN POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0246 ***********************************************************************
 LJ0246  DESIGNATION -  G 162
 LJ0246  PID         -  LJ0246
 LJ0246  STATE/COUNTY-  NE/DUNDY
 LJ0246  COUNTRY     -  US
 LJ0246  USGS QUAD   -  ARROWHEAD LAKE (2017)
 LJ0246
 LJ0246                         *CURRENT SURVEY CONTROL
 LJ0246  ______________________________________________________________________
 LJ0246* NAD 83(1986) POSITION- 40 09 45.     (N) 101 30 43.     (W)   SCALED
 LJ0246* NAVD 88 ORTHO HEIGHT -   939.648 (meters)     3082.83  (feet) ADJUSTED
 LJ0246  ______________________________________________________________________
 LJ0246  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 LJ0246  DYNAMIC HEIGHT  -        938.984 (meters)     3080.65  (feet) COMP
 LJ0246  MODELED GRAVITY -    979,886.8   (mgal)                       NAVD 88
 LJ0246
 LJ0246  VERT ORDER      -  SECOND    CLASS 0
 LJ0246
 LJ0246.The horizontal coordinates were scaled from a map and have
 LJ0246.an estimated accuracy of +/- 6 seconds.
 LJ0246
 LJ0246.The orthometric height was determined by differential leveling and
 LJ0246.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0246.in June 1991.
 LJ0246
 LJ0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0246.GEOID18 height accuracy estimate available here.
 LJ0246
 LJ0246.Click photographs - Photos may exist for this station.
 LJ0246
 LJ0246.The dynamic height is computed by dividing the NAVD 88
 LJ0246.geopotential number by the normal gravity value computed on the
 LJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0246.degrees latitude (g = 980.6199 gals.).
 LJ0246
 LJ0246.The modeled gravity was interpolated from observed gravity values.
 LJ0246
 LJ0246;                    North         East    Units  Estimated Accuracy
 LJ0246;SPC NE       -    37,680.      371,210.      MT  (+/- 180 meters Scaled)
 LJ0246
 LJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK860488(NAD 83)
 LJ0246
 LJ0246                          SUPERSEDED SURVEY CONTROL
 LJ0246
 LJ0246  NGVD 29 (??/??/92)  939.287  (m)         3081.64   (f) ADJ UNCH    2 0
 LJ0246
 LJ0246.Superseded values are not recommended for survey control.
 LJ0246
 LJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0246.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0246
 LJ0246_MARKER: DB = BENCH MARK DISK
 LJ0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0246_SP_SET: CULVERT HEADWALL
 LJ0246_STAMPING: G 162 1934
 LJ0246_MARK LOGO: CGS
 LJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0246+STABILITY: SURFACE MOTION
 LJ0246
 LJ0246  HISTORY     - Date     Condition        Report By
 LJ0246  HISTORY     - 1934     MONUMENTED       CGS
 LJ0246  HISTORY     - 1959     GOOD             CGS
 LJ0246  HISTORY     - 19950425 GOOD             NGS
 LJ0246  HISTORY     - 20200219 MARK NOT FOUND   NEGS
 LJ0246
 LJ0246                          STATION DESCRIPTION
 LJ0246
 LJ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LJ0246'8.4 MI N FROM BENKELMAN.
 LJ0246'8.4 MILES NORTH ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0246'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, NEAR
 LJ0246'CORNER SECTIONS 4, 5, 6, 9, T 2 N, R 37 W, 115 FEET NORTH OF A
 LJ0246'T-ROAD LEADING WEST, 12 FEET EAST OF THE CENTERLINE OF THE
 LJ0246'ROAD, 146 FEET SOUTH OF A T-ROAD LEADING EAST, AND IN THE
 LJ0246'CENTER OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED G 162
 LJ0246'1934.
 LJ0246
 LJ0246                          STATION RECOVERY (1995)
 LJ0246
 LJ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (TR)
 LJ0246'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-FOUND BUT HEADWALL MAY BE
 LJ0246'LEANING - USE WITH CAUTION, QUAD 401013.
 LJ0246
 LJ0246                          STATION RECOVERY (2020)
 LJ0246
 LJ0246'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LJ0246'SEARCHED FOR.  NOT FOUND.  A CORRUGATED METAL CULVERT PIPE IS NOW IN
 LJ0246'THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0120 ***********************************************************************
 LJ0120  DESIGNATION -  G 163
 LJ0120  PID         -  LJ0120
 LJ0120  STATE/COUNTY-  NE/LINCOLN
 LJ0120  COUNTRY     -  US
 LJ0120  USGS QUAD   -  DICKENS (2017)
 LJ0120
 LJ0120                         *CURRENT SURVEY CONTROL
 LJ0120  ______________________________________________________________________
 LJ0120* NAD 83(1986) POSITION- 40 49 29.93   (N) 100 59 43.90   (W)   HD_HELD1
 LJ0120* NAVD 88 ORTHO HEIGHT -   953.566 (meters)     3128.49  (feet) ADJUSTED
 LJ0120  ______________________________________________________________________
 LJ0120  GEOID HEIGHT    -        -22.596 (meters)                     GEOID18
 LJ0120  DYNAMIC HEIGHT  -        952.940 (meters)     3126.44  (feet) COMP
 LJ0120  MODELED GRAVITY -    979,935.9   (mgal)                       NAVD 88
 LJ0120
 LJ0120  VERT ORDER      -  SECOND    CLASS 0
 LJ0120
 LJ0120.The horizontal coordinates were determined by differentially corrected
 LJ0120.hand held GPS observations or other comparable positioning techniques
 LJ0120.and have an estimated accuracy of +/- 3 meters.
 LJ0120
 LJ0120.The orthometric height was determined by differential leveling and
 LJ0120.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0120.in June 1991.
 LJ0120
 LJ0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0120.GEOID18 height accuracy estimate available here.
 LJ0120
 LJ0120.Click photographs - Photos may exist for this station.
 LJ0120
 LJ0120.The dynamic height is computed by dividing the NAVD 88
 LJ0120.geopotential number by the normal gravity value computed on the
 LJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0120.degrees latitude (g = 980.6199 gals.).
 LJ0120
 LJ0120.The modeled gravity was interpolated from observed gravity values.
 LJ0120
 LJ0120;                    North         East    Units  Estimated Accuracy
 LJ0120;SPC NE       -   110,583.6     416,044.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0120
 LJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3172421244(NAD 83)
 LJ0120
 LJ0120                          SUPERSEDED SURVEY CONTROL
 LJ0120
 LJ0120  NGVD 29 (??/??/92)  953.164  (m)         3127.17   (f) ADJ UNCH    2 0
 LJ0120
 LJ0120.Superseded values are not recommended for survey control.
 LJ0120
 LJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0120.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0120
 LJ0120_MARKER: DB = BENCH MARK DISK
 LJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0120_STAMPING: G 163 1934
 LJ0120_MARK LOGO: CGS
 LJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0120+STABILITY: SURFACE MOTION
 LJ0120
 LJ0120  HISTORY     - Date     Condition        Report By
 LJ0120  HISTORY     - 1934     MONUMENTED       CGS
 LJ0120  HISTORY     - 1955     POOR             USGS
 LJ0120
 LJ0120                          STATION DESCRIPTION
 LJ0120
 LJ0120'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LJ0120'AT DICKENS.
 LJ0120'AT DICKENS, LINCOLN COUNTY, ON THE CHICAGO, BURLINGTON AND
 LJ0120'QUINCY RAILROAD, 7 POLES WEST OF THE STATION, AT A ROAD CROSSING,
 LJ0120'100 FEET EAST OF THE ROAD, 54 FEET SOUTH OF THE CENTERLINE OF
 LJ0120'THE TRACK, 20 FEET SOUTHWEST OF A TELEPHONE POLE, AND 3 FEET
 LJ0120'NORTH OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED G 163
 LJ0120'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE POST HAS
 LJ0120'BEEN STRUCK BY A ROAD GRADER AND IS TILTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0816 ***********************************************************************
 LH0816  DESIGNATION -  G 164
 LH0816  PID         -  LH0816
 LH0816  STATE/COUNTY-  NE/PHELPS
 LH0816  COUNTRY     -  US
 LH0816  USGS QUAD   -  BERTRAND SE (2017)
 LH0816
 LH0816                         *CURRENT SURVEY CONTROL
 LH0816  ______________________________________________________________________
 LH0816* NAD 83(1986) POSITION- 40 30 38.37   (N) 099 35 14.87   (W)   HD_HELD1
 LH0816* NAVD 88 ORTHO HEIGHT -   751.034 (meters)     2464.02  (feet) ADJUSTED
 LH0816  ______________________________________________________________________
 LH0816  GEOID HEIGHT    -        -24.642 (meters)                     GEOID18
 LH0816  DYNAMIC HEIGHT  -        750.560 (meters)     2462.46  (feet) COMP
 LH0816  MODELED GRAVITY -    979,968.6   (mgal)                       NAVD 88
 LH0816
 LH0816  VERT ORDER      -  SECOND    CLASS 0
 LH0816
 LH0816.The horizontal coordinates were determined by differentially corrected
 LH0816.hand held GPS observations or other comparable positioning techniques
 LH0816.and have an estimated accuracy of +/- 3 meters.
 LH0816
 LH0816.The orthometric height was determined by differential leveling and
 LH0816.adjusted by the NATIONAL GEODETIC SURVEY
 LH0816.in June 1991.
 LH0816
 LH0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0816.GEOID18 height accuracy estimate available here.
 LH0816
 LH0816.Click photographs - Photos may exist for this station.
 LH0816
 LH0816.The dynamic height is computed by dividing the NAVD 88
 LH0816.geopotential number by the normal gravity value computed on the
 LH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0816.degrees latitude (g = 980.6199 gals.).
 LH0816
 LH0816.The modeled gravity was interpolated from observed gravity values.
 LH0816
 LH0816;                    North         East    Units  Estimated Accuracy
 LH0816;SPC NE       -    75,287.1     534,957.4     MT  (+/- 3 meters HH1 GPS) 
 LH0816
 LH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5022984603(NAD 83)
 LH0816
 LH0816                          SUPERSEDED SURVEY CONTROL
 LH0816
 LH0816  NGVD 29 (??/??/92)  750.734  (m)         2463.03   (f) ADJ UNCH    2 0
 LH0816
 LH0816.Superseded values are not recommended for survey control.
 LH0816
 LH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0816.See file dsdata.pdf to determine how the superseded data were derived.
 LH0816
 LH0816_MARKER: DB = BENCH MARK DISK
 LH0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0816_STAMPING: G 164 1934
 LH0816_MARK LOGO: CGS
 LH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0816+STABILITY: SURFACE MOTION
 LH0816
 LH0816  HISTORY     - Date     Condition        Report By
 LH0816  HISTORY     - 1934     MONUMENTED       CGS
 LH0816  HISTORY     - 1941     GOOD             CGS
 LH0816
 LH0816                          STATION DESCRIPTION
 LH0816
 LH0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0816'2.8 MI E FROM BERTRAND.
 LH0816'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0816'FROM THE CITY WATER TOWER AT BERTRAND, PHELPS COUNTY, AT A
 LH0816'ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 100
 LH0816'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 23 AT A
 LH0816'SOUTH-AND-WEST CURVE, AND 33 FEET NORTHEAST OF THE CENTERLINE
 LH0816'OF THE TRACK.  A STANDARD DISK, STAMPED G 164 1934 AND SET
 LH0816'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0133 ***********************************************************************
 LJ0133  DESIGNATION -  G 165
 LJ0133  PID         -  LJ0133
 LJ0133  STATE/COUNTY-  NE/FRONTIER
 LJ0133  COUNTRY     -  US
 LJ0133  USGS QUAD   -  CURTIS (2017)
 LJ0133
 LJ0133                         *CURRENT SURVEY CONTROL
 LJ0133  ______________________________________________________________________
 LJ0133* NAD 83(1986) POSITION- 40 38 08.     (N) 100 30 35.     (W)   SCALED
 LJ0133* NAVD 88 ORTHO HEIGHT -   793.624 (meters)     2603.75  (feet) ADJUSTED
 LJ0133  ______________________________________________________________________
 LJ0133  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 LJ0133  DYNAMIC HEIGHT  -        793.126 (meters)     2602.11  (feet) COMP
 LJ0133  MODELED GRAVITY -    979,970.9   (mgal)                       NAVD 88
 LJ0133
 LJ0133  VERT ORDER      -  SECOND    CLASS 0
 LJ0133
 LJ0133.The horizontal coordinates were scaled from a map and have
 LJ0133.an estimated accuracy of +/- 6 seconds.
 LJ0133
 LJ0133.The orthometric height was determined by differential leveling and
 LJ0133.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0133.in June 1991.
 LJ0133
 LJ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0133.GEOID18 height accuracy estimate available here.
 LJ0133
 LJ0133.Click photographs - Photos may exist for this station.
 LJ0133
 LJ0133.The dynamic height is computed by dividing the NAVD 88
 LJ0133.geopotential number by the normal gravity value computed on the
 LJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0133.degrees latitude (g = 980.6199 gals.).
 LJ0133
 LJ0133.The modeled gravity was interpolated from observed gravity values.
 LJ0133
 LJ0133;                    North         East    Units  Estimated Accuracy
 LJ0133;SPC NE       -    89,200.      456,890.      MT  (+/- 180 meters Scaled)
 LJ0133
 LJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK723993(NAD 83)
 LJ0133
 LJ0133                          SUPERSEDED SURVEY CONTROL
 LJ0133
 LJ0133  NGVD 29 (??/??/92)  793.278  (m)         2602.61   (f) ADJ UNCH    2 0
 LJ0133
 LJ0133.Superseded values are not recommended for survey control.
 LJ0133
 LJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0133.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0133
 LJ0133_MARKER: DB = BENCH MARK DISK
 LJ0133_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LJ0133+WITH SETTING: PAVEMENT
 LJ0133_SP_SET: FLAGPOLE BASE
 LJ0133_STAMPING: 2606.613 G 165 1934
 LJ0133_MARK LOGO: CGS
 LJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0133+STABILITY: SURFACE MOTION
 LJ0133
 LJ0133  HISTORY     - Date     Condition        Report By
 LJ0133  HISTORY     - 1934     MONUMENTED       CGS
 LJ0133  HISTORY     - 1941     GOOD             CGS
 LJ0133
 LJ0133                          STATION DESCRIPTION
 LJ0133
 LJ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0133'AT CURTIS.
 LJ0133'AT CURTIS, FRONTIER COUNTY, AT THE NEBRASKA SCHOOL OF AGRICULTURE,
 LJ0133'100 FEET WEST OF AGRICULTURE HALL, 36 FEET SOUTHWEST OF THE
 LJ0133'UNITED STATES GEOLOGICAL SURVEY RAIN AND TEMPERATURE STATION,
 LJ0133'AT THE FLAGPOLE, AND IN THE CONCRETE FOOTING.  A STANDARD DISK,
 LJ0133'STAMPED 2602.613 G 165 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0134 ***********************************************************************
 LJ0134  DESIGNATION -  G 165 RESET
 LJ0134  PID         -  LJ0134
 LJ0134  STATE/COUNTY-  NE/FRONTIER
 LJ0134  COUNTRY     -  US
 LJ0134  USGS QUAD   -  CURTIS (2017)
 LJ0134
 LJ0134                         *CURRENT SURVEY CONTROL
 LJ0134  ______________________________________________________________________
 LJ0134* NAD 83(1986) POSITION- 40 38 08.     (N) 100 30 35.     (W)   SCALED
 LJ0134* NAVD 88 ORTHO HEIGHT -   794.36  (meters)     2606.2   (feet) RESET
 LJ0134  ______________________________________________________________________
 LJ0134  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 LJ0134  VERT ORDER      -  THIRD
 LJ0134
 LJ0134.The horizontal coordinates were scaled from a map and have
 LJ0134.an estimated accuracy of +/- 6 seconds.
 LJ0134
 LJ0134.The orthometric height was computed from unverified reset data.
 LJ0134
 LJ0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0134.GEOID18 height accuracy estimate available here.
 LJ0134
 LJ0134.Click photographs - Photos may exist for this station.
 LJ0134
 LJ0134;                    North         East    Units  Estimated Accuracy
 LJ0134;SPC NE       -    89,200.      456,890.      MT  (+/- 180 meters Scaled)
 LJ0134
 LJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK723993(NAD 83)
 LJ0134
 LJ0134                          SUPERSEDED SURVEY CONTROL
 LJ0134
 LJ0134.No superseded survey control is available for this station.
 LJ0134
 LJ0134_MARKER: DB = BENCH MARK DISK
 LJ0134_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LJ0134+WITH SETTING: PAVEMENT
 LJ0134_SP_SET: FLAGPOLE BASE
 LJ0134_STAMPING: G 165 RESET 1972
 LJ0134_MARK LOGO: CGS
 LJ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0134+STABILITY: SURFACE MOTION
 LJ0134
 LJ0134  HISTORY     - Date     Condition        Report By
 LJ0134  HISTORY     - 1972     MONUMENTED       LOCSUR
 LJ0134
 LJ0134                          STATION DESCRIPTION
 LJ0134
 LJ0134'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LJ0134'AT CURTIS.
 LJ0134'AT CURTIS, AT THE UNIVERSITY OF NEBRASKA SCHOOL OF TECHNICAL
 LJ0134'AGRICULTURE, 30 FEET SOUTH OF THE STEPS AT THE SOUTH ENTRANCE
 LJ0134'TO THE AGRICULTURE HALL AND SET IN THE BASE OF THE FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0759 ***********************************************************************
 LH0759  DESIGNATION -  G 166
 LH0759  PID         -  LH0759
 LH0759  STATE/COUNTY-  NE/HARLAN
 LH0759  COUNTRY     -  US
 LH0759  USGS QUAD   -  MASCOT (2017)
 LH0759
 LH0759                         *CURRENT SURVEY CONTROL
 LH0759  ______________________________________________________________________
 LH0759* NAD 83(1986) POSITION- 40 16 04.     (N) 099 32 45.     (W)   SCALED
 LH0759* NAVD 88 ORTHO HEIGHT -   648.638 (meters)     2128.07  (feet) ADJUSTED
 LH0759  ______________________________________________________________________
 LH0759  GEOID HEIGHT    -        -24.800 (meters)                     GEOID18
 LH0759  DYNAMIC HEIGHT  -        648.243 (meters)     2126.78  (feet) COMP
 LH0759  MODELED GRAVITY -    979,995.3   (mgal)                       NAVD 88
 LH0759
 LH0759  VERT ORDER      -  SECOND    CLASS 0
 LH0759
 LH0759.The horizontal coordinates were scaled from a map and have
 LH0759.an estimated accuracy of +/- 6 seconds.
 LH0759
 LH0759.The orthometric height was determined by differential leveling and
 LH0759.adjusted by the NATIONAL GEODETIC SURVEY
 LH0759.in June 1991.
 LH0759
 LH0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0759.GEOID18 height accuracy estimate available here.
 LH0759
 LH0759.Click photographs - Photos may exist for this station.
 LH0759
 LH0759.The dynamic height is computed by dividing the NAVD 88
 LH0759.geopotential number by the normal gravity value computed on the
 LH0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0759.degrees latitude (g = 980.6199 gals.).
 LH0759
 LH0759.The modeled gravity was interpolated from observed gravity values.
 LH0759
 LH0759;                    North         East    Units  Estimated Accuracy
 LH0759;SPC NE       -    48,340.      538,630.      MT  (+/- 180 meters Scaled)
 LH0759
 LH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK535576(NAD 83)
 LH0759
 LH0759                          SUPERSEDED SURVEY CONTROL
 LH0759
 LH0759  NGVD 29 (??/??/92)  648.381  (m)         2127.23   (f) ADJ UNCH    2 0
 LH0759
 LH0759.Superseded values are not recommended for survey control.
 LH0759
 LH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0759.See file dsdata.pdf to determine how the superseded data were derived.
 LH0759
 LH0759_MARKER: DB = BENCH MARK DISK
 LH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0759_STAMPING: G 166 1934
 LH0759_MARK LOGO: CGS
 LH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0759+STABILITY: SURFACE MOTION
 LH0759
 LH0759  HISTORY     - Date     Condition        Report By
 LH0759  HISTORY     - 1934     MONUMENTED       CGS
 LH0759  HISTORY     - 1942     GOOD             USGS
 LH0759
 LH0759                          STATION DESCRIPTION
 LH0759
 LH0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0759'AT MASCOT.
 LH0759'AT MASCOT, HARLAN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0759'RAILROAD, 300 FEET NORTH OF THE STATION, 51 FEET EAST OF THE
 LH0759'CENTER LINE OF THE TRACK, AND 30 FEET WEST OF THE CENTER LINE
 LH0759'OF A COUNTY ROAD PARALLELING THE TRACK.  A STANDARD DISK,
 LH0759'STAMPED G 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0759
 LH0759                          STATION RECOVERY (1942)
 LH0759
 LH0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LH0759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0694 ***********************************************************************
 LH0694  DESIGNATION -  G 167
 LH0694  PID         -  LH0694
 LH0694  STATE/COUNTY-  NE/FRANKLIN
 LH0694  COUNTRY     -  US
 LH0694  USGS QUAD   -  BLOOMINGTON (2017)
 LH0694
 LH0694                         *CURRENT SURVEY CONTROL
 LH0694  ______________________________________________________________________
 LH0694* NAD 83(1986) POSITION- 40 04 17.     (N) 099 06 44.     (W)   SCALED
 LH0694* NAVD 88 ORTHO HEIGHT -   565.961 (meters)     1856.82  (feet) ADJUSTED
 LH0694  ______________________________________________________________________
 LH0694  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 LH0694  DYNAMIC HEIGHT  -        565.600 (meters)     1855.64  (feet) COMP
 LH0694  MODELED GRAVITY -    979,971.0   (mgal)                       NAVD 88
 LH0694
 LH0694  VERT ORDER      -  SECOND    CLASS 0
 LH0694
 LH0694.The horizontal coordinates were scaled from a map and have
 LH0694.an estimated accuracy of +/- 6 seconds.
 LH0694
 LH0694.The orthometric height was determined by differential leveling and
 LH0694.adjusted by the NATIONAL GEODETIC SURVEY
 LH0694.in June 1991.
 LH0694
 LH0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0694.GEOID18 height accuracy estimate available here.
 LH0694
 LH0694.Click photographs - Photos may exist for this station.
 LH0694
 LH0694.The dynamic height is computed by dividing the NAVD 88
 LH0694.geopotential number by the normal gravity value computed on the
 LH0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0694.degrees latitude (g = 980.6199 gals.).
 LH0694
 LH0694.The modeled gravity was interpolated from observed gravity values.
 LH0694
 LH0694;                    North         East    Units  Estimated Accuracy
 LH0694;SPC NE       -    26,820.      575,730.      MT  (+/- 180 meters Scaled)
 LH0694
 LH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK904356(NAD 83)
 LH0694
 LH0694                          SUPERSEDED SURVEY CONTROL
 LH0694
 LH0694  NGVD 29 (??/??/92)  565.712  (m)         1856.01   (f) ADJ UNCH    2 0
 LH0694
 LH0694.Superseded values are not recommended for survey control.
 LH0694
 LH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0694.See file dsdata.pdf to determine how the superseded data were derived.
 LH0694
 LH0694_MARKER: DB = BENCH MARK DISK
 LH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0694_STAMPING: G 167 1934
 LH0694_MARK LOGO: CGS
 LH0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0694+STABILITY: SURFACE MOTION
 LH0694
 LH0694  HISTORY     - Date     Condition        Report By
 LH0694  HISTORY     - 1934     MONUMENTED       CGS
 LH0694
 LH0694                          STATION DESCRIPTION
 LH0694
 LH0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0694'8.3 MI E FROM REPUBLICAN CITY.
 LH0694'IN FRANKLIN COUNTY, 8.3 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0694'AND QUINCY RAILROAD FROM THE STATION AT REPUBLICAN CITY, HARLAN
 LH0694'COUNTY, AT A ROAD CROSSING, 75 FEET NORTH OF THE CENTER LINE
 LH0694'OF THE TRACK, AND 15 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 LH0694'STANDARD DISK, STAMPED G 167 1934 AND SET IN THE TOP OF A
 LH0694'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0598 ***********************************************************************
 LH0598  DESIGNATION -  G 168
 LH0598  PID         -  LH0598
 LH0598  STATE/COUNTY-  NE/BUFFALO
 LH0598  COUNTRY     -  US
 LH0598  USGS QUAD   -  KEARNEY (2017)
 LH0598
 LH0598                         *CURRENT SURVEY CONTROL
 LH0598  ______________________________________________________________________
 LH0598* NAD 83(1986) POSITION- 40 39 37.     (N) 099 04 59.     (W)   SCALED
 LH0598* NAVD 88 ORTHO HEIGHT -   654.815 (meters)     2148.34  (feet) ADJUSTED
 LH0598  ______________________________________________________________________
 LH0598  GEOID HEIGHT    -        -24.558 (meters)                     GEOID18
 LH0598  DYNAMIC HEIGHT  -        654.441 (meters)     2147.11  (feet) COMP
 LH0598  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 LH0598
 LH0598  VERT ORDER      -  SECOND    CLASS 0
 LH0598
 LH0598.The horizontal coordinates were scaled from a map and have
 LH0598.an estimated accuracy of +/- 6 seconds.
 LH0598
 LH0598.The orthometric height was determined by differential leveling and
 LH0598.adjusted by the NATIONAL GEODETIC SURVEY
 LH0598.in June 1991.
 LH0598
 LH0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0598.GEOID18 height accuracy estimate available here.
 LH0598
 LH0598.Click photographs - Photos may exist for this station.
 LH0598
 LH0598.The dynamic height is computed by dividing the NAVD 88
 LH0598.geopotential number by the normal gravity value computed on the
 LH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0598.degrees latitude (g = 980.6199 gals.).
 LH0598
 LH0598.The modeled gravity was interpolated from observed gravity values.
 LH0598
 LH0598;                    North         East    Units  Estimated Accuracy
 LH0598;SPC NE       -    92,230.      577,520.      MT  (+/- 180 meters Scaled)
 LH0598
 LH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929010(NAD 83)
 LH0598
 LH0598                          SUPERSEDED SURVEY CONTROL
 LH0598
 LH0598  NGVD 29 (??/??/92)  654.554  (m)         2147.48   (f) ADJ UNCH    2 0
 LH0598
 LH0598.Superseded values are not recommended for survey control.
 LH0598
 LH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0598.See file dsdata.pdf to determine how the superseded data were derived.
 LH0598
 LH0598_MARKER: DB = BENCH MARK DISK
 LH0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0598_SP_SET: BRIDGE
 LH0598_STAMPING: G 168 1934
 LH0598_MARK LOGO: CGS
 LH0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0598
 LH0598  HISTORY     - Date     Condition        Report By
 LH0598  HISTORY     - 1934     MONUMENTED       CGS
 LH0598  HISTORY     - 1949     GOOD             CGS
 LH0598
 LH0598                          STATION DESCRIPTION
 LH0598
 LH0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0598'2.7 MI S FROM KEARNEY.
 LH0598'2.7 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LH0598'KEARNEY, KEARNEY COUNTY, AT THE NORTHEAST END OF A BRIDGE OVER
 LH0598'PLATTE RIVER, IN THE BRIDGE FLOOR, 6 INCHES WEST OF THE EAST
 LH0598'SIDE, AND 3 INCHES SOUTH OF THE NORTH END.  A STANDARD DISK,
 LH0598'STAMPED G 168 1934.
 LH0598
 LH0598                          STATION RECOVERY (1949)
 LH0598
 LH0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0353 ***********************************************************************
 LH0353  DESIGNATION -  G 169
 LH0353  PID         -  LH0353
 LH0353  STATE/COUNTY-  NE/FRANKLIN
 LH0353  COUNTRY     -  US
 LH0353  USGS QUAD   -  MACON (2017)
 LH0353
 LH0353                         *CURRENT SURVEY CONTROL
 LH0353  ______________________________________________________________________
 LH0353* NAD 83(1986) POSITION- 40 14 55.61   (N) 098 57 08.92   (W)   HD_HELD1
 LH0353* NAVD 88 ORTHO HEIGHT -   649.538 (meters)     2131.03  (feet) ADJUSTED
 LH0353  ______________________________________________________________________
 LH0353  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 LH0353  DYNAMIC HEIGHT  -        649.128 (meters)     2129.68  (feet) COMP
 LH0353  MODELED GRAVITY -    979,972.8   (mgal)                       NAVD 88
 LH0353
 LH0353  VERT ORDER      -  SECOND    CLASS 0
 LH0353
 LH0353.The horizontal coordinates were determined by differentially corrected
 LH0353.hand held GPS observations or other comparable positioning techniques
 LH0353.and have an estimated accuracy of +/- 3 meters.
 LH0353
 LH0353.The orthometric height was determined by differential leveling and
 LH0353.adjusted by the NATIONAL GEODETIC SURVEY
 LH0353.in June 1991.
 LH0353
 LH0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0353.GEOID18 height accuracy estimate available here.
 LH0353
 LH0353.Click photographs - Photos may exist for this station.
 LH0353
 LH0353.The dynamic height is computed by dividing the NAVD 88
 LH0353.geopotential number by the normal gravity value computed on the
 LH0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0353.degrees latitude (g = 980.6199 gals.).
 LH0353
 LH0353.The modeled gravity was interpolated from observed gravity values.
 LH0353
 LH0353;                    North         East    Units  Estimated Accuracy
 LH0353;SPC NE       -    46,668.5     589,115.1     MT  (+/- 3 meters HH1 GPS) 
 LH0353
 LH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0404155371(NAD 83)
 LH0353
 LH0353                          SUPERSEDED SURVEY CONTROL
 LH0353
 LH0353  NGVD 29 (??/??/92)  649.282  (m)         2130.19   (f) ADJ UNCH    2 0
 LH0353
 LH0353.Superseded values are not recommended for survey control.
 LH0353
 LH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0353.See file dsdata.pdf to determine how the superseded data were derived.
 LH0353
 LH0353_MARKER: DB = BENCH MARK DISK
 LH0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0353_SP_SET: CULVERT HEADWALL
 LH0353_STAMPING: G 169 1934
 LH0353_MARK LOGO: CGS
 LH0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0353+STABILITY: SURFACE MOTION
 LH0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0353+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 LH0353
 LH0353  HISTORY     - Date     Condition        Report By
 LH0353  HISTORY     - 1934     MONUMENTED       CGS
 LH0353  HISTORY     - 1959     GOOD             CGS
 LH0353  HISTORY     - 20100628 GOOD             JEOCON
 LH0353
 LH0353                          STATION DESCRIPTION
 LH0353
 LH0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0353'11.1 MI N FROM FRANKLIN.
 LH0353'11.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0353'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0353'COUNTY, 200 FEET NORTH OF DISTRICT NO. 25 SCHOOL, AT A ROAD
 LH0353'INTERSECTION, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0353'10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT A CONCRETE
 LH0353'CULVERT UNDER THE ROAD, AND IN THE TOP OF THE SOUTH HEADWALL.
 LH0353'A STANDARD DISK, STAMPED G 169 1934.
 LH0353
 LH0353                          STATION RECOVERY (1959)
 LH0353
 LH0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LH0353'RECOVERED IN GOOD CONDITION.
 LH0353
 LH0353                          STATION RECOVERY (2010)
 LH0353
 LH0353'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (HH)
 LH0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0562 ***********************************************************************
 ML0562  DESIGNATION -  G 17
 ML0562  PID         -  ML0562
 ML0562  STATE/COUNTY-  NE/CUSTER
 ML0562  COUNTRY     -  US
 ML0562  USGS QUAD   -  SARGENT EAST (2017)
 ML0562
 ML0562                         *CURRENT SURVEY CONTROL
 ML0562  ______________________________________________________________________
 ML0562* NAD 83(1986) POSITION- 41 38 26.     (N) 099 22 00.     (W)   SCALED
 ML0562* NAVD 88 ORTHO HEIGHT -   705.513 (meters)     2314.67  (feet) ADJUSTED
 ML0562  ______________________________________________________________________
 ML0562  GEOID HEIGHT    -        -23.135 (meters)                     GEOID18
 ML0562  DYNAMIC HEIGHT  -        705.162 (meters)     2313.52  (feet) COMP
 ML0562  MODELED GRAVITY -    980,101.9   (mgal)                       NAVD 88
 ML0562
 ML0562  VERT ORDER      -  FIRST     CLASS II
 ML0562
 ML0562.The horizontal coordinates were scaled from a map and have
 ML0562.an estimated accuracy of +/- 6 seconds.
 ML0562
 ML0562.The orthometric height was determined by differential leveling and
 ML0562.adjusted by the NATIONAL GEODETIC SURVEY
 ML0562.in June 1991.
 ML0562
 ML0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0562.GEOID18 height accuracy estimate available here.
 ML0562
 ML0562.Click photographs - Photos may exist for this station.
 ML0562
 ML0562.The dynamic height is computed by dividing the NAVD 88
 ML0562.geopotential number by the normal gravity value computed on the
 ML0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0562.degrees latitude (g = 980.6199 gals.).
 ML0562
 ML0562.The modeled gravity was interpolated from observed gravity values.
 ML0562
 ML0562;                    North         East    Units  Estimated Accuracy
 ML0562;SPC NE       -   200,840.      552,750.      MT  (+/- 180 meters Scaled)
 ML0562
 ML0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM694099(NAD 83)
 ML0562
 ML0562                          SUPERSEDED SURVEY CONTROL
 ML0562
 ML0562  NGVD 29 (??/??/92)  705.260  (m)         2313.84   (f) ADJ UNCH    1 2
 ML0562
 ML0562.Superseded values are not recommended for survey control.
 ML0562
 ML0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0562.See file dsdata.pdf to determine how the superseded data were derived.
 ML0562
 ML0562_MARKER: DB = BENCH MARK DISK
 ML0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0562_STAMPING: G 17 1933
 ML0562_MARK LOGO: CGS
 ML0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0562+STABILITY: SURFACE MOTION
 ML0562
 ML0562  HISTORY     - Date     Condition        Report By
 ML0562  HISTORY     - 1933     MONUMENTED       CGS
 ML0562  HISTORY     - 1950     GOOD             CGS
 ML0562  HISTORY     - 19981029 GOOD             NEDR
 ML0562
 ML0562                          STATION DESCRIPTION
 ML0562
 ML0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0562'IN SARGENT.
 ML0562'IN THE CITY PARK AT SARGENT, NEBR., 130 FT. EAST OF THE SOUTHWEST
 ML0562'CORNER OF THE PARK AND 1 FT. NORTH OF THE SIDEWALK ON THE SOUTH
 ML0562'SIDE OF THE PARK.
 ML0562
 ML0562                          STATION RECOVERY (1950)
 ML0562
 ML0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0562'RECOVERED IN GOOD CONDITION.
 ML0562
 ML0562                          STATION RECOVERY (1998)
 ML0562
 ML0562'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0562'IN SARGENT, IN THE SOUTH EDGE OF THE CITY PARK, IN THE SE1/4, SEC3,
 ML0562'T19N, R18W, 65 M (213.3 FT) WEST OF THE CENTERLINE OF U.S.  HIGHWAY
 ML0562'183, AT MILEPOST 114+80, 15.57 M (51.08 FT) NORTH OF THE CENTERLINE OF
 ML0562'MAIN STREET, 1.81 M (5.94 FT) SOUTH OF THE FACE OF A BRICK ARCHWWAY
 ML0562'INTO THE PARK, 5.94 M (19.49 FT) NORTHEAST OF THE NEAR FACE OF A LIGHT
 ML0562'POLE, 0.60 M (1.97 FT) WEST OF THE WEST EDGE OF THE SIDEWALK THROUGH
 ML0562'THE PARK ENTRANCE AND 0.29 M (0.95 FT) NORTH OF THE EDGE OF A SIDE
 ML0562'WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0312 ***********************************************************************
 LH0312  DESIGNATION -  G 170
 LH0312  PID         -  LH0312
 LH0312  STATE/COUNTY-  NE/NUCKOLLS
 LH0312  COUNTRY     -  US
 LH0312  USGS QUAD   -  DEWEESE (2017)
 LH0312
 LH0312                         *CURRENT SURVEY CONTROL
 LH0312  ______________________________________________________________________
 LH0312* NAD 83(1986) POSITION- 40 20 32.     (N) 098 10 46.     (W)   SCALED
 LH0312* NAVD 88 ORTHO HEIGHT -   524.556 (meters)     1720.98  (feet) ADJUSTED
 LH0312  ______________________________________________________________________
 LH0312  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 LH0312  DYNAMIC HEIGHT  -        524.250 (meters)     1719.98  (feet) COMP
 LH0312  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 LH0312
 LH0312  VERT ORDER      -  SECOND    CLASS 0
 LH0312
 LH0312.The horizontal coordinates were scaled from a map and have
 LH0312.an estimated accuracy of +/- 6 seconds.
 LH0312
 LH0312.The orthometric height was determined by differential leveling and
 LH0312.adjusted by the NATIONAL GEODETIC SURVEY
 LH0312.in June 1991.
 LH0312
 LH0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0312.GEOID18 height accuracy estimate available here.
 LH0312
 LH0312.Click photographs - Photos may exist for this station.
 LH0312
 LH0312.The dynamic height is computed by dividing the NAVD 88
 LH0312.geopotential number by the normal gravity value computed on the
 LH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0312.degrees latitude (g = 980.6199 gals.).
 LH0312
 LH0312.The modeled gravity was interpolated from observed gravity values.
 LH0312
 LH0312;                    North         East    Units  Estimated Accuracy
 LH0312;SPC NE       -    58,130.      654,650.      MT  (+/- 180 meters Scaled)
 LH0312
 LH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK696660(NAD 83)
 LH0312
 LH0312                          SUPERSEDED SURVEY CONTROL
 LH0312
 LH0312  NGVD 29 (??/??/92)  524.354  (m)         1720.32   (f) ADJ UNCH    2 0
 LH0312
 LH0312.Superseded values are not recommended for survey control.
 LH0312
 LH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0312.See file dsdata.pdf to determine how the superseded data were derived.
 LH0312
 LH0312_MARKER: DB = BENCH MARK DISK
 LH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0312_STAMPING: G 170 1934
 LH0312_MARK LOGO: CGS
 LH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0312+STABILITY: SURFACE MOTION
 LH0312
 LH0312  HISTORY     - Date     Condition        Report By
 LH0312  HISTORY     - 1934     MONUMENTED       CGS
 LH0312  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0312
 LH0312                          STATION DESCRIPTION
 LH0312
 LH0312'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LH0312'2.4 MI SW FROM DEWEESE.
 LH0312'IN NUCKOLLS COUNTY, 2.4 MILES SOUTHWEST ALONG THE CHICAGO,
 LH0312'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT DEWEESE,
 LH0312'CLAY COUNTY, AT A ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE
 LH0312'OF THE TRACK, AND 20 FEET EAST OF THE CENTERLINE OF THE ROAD.
 LH0312'A STANDARD DISK, STAMPED G 170 1934 AND SET IN THE TOP OF A
 LH0312'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0564 ***********************************************************************
 LG0564  DESIGNATION -  G 171
 LG0564  PID         -  LG0564
 LG0564  STATE/COUNTY-  NE/JEFFERSON
 LG0564  COUNTRY     -  US
 LG0564  USGS QUAD   -  GLADSTONE (2017)
 LG0564
 LG0564                         *CURRENT SURVEY CONTROL
 LG0564  ______________________________________________________________________
 LG0564* NAD 83(1986) POSITION- 40 13 28.     (N) 097 18 43.     (W)   SCALED
 LG0564* NAVD 88 ORTHO HEIGHT -   419.232 (meters)     1375.43  (feet) ADJUSTED
 LG0564  ______________________________________________________________________
 LG0564  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 LG0564  DYNAMIC HEIGHT  -        418.992 (meters)     1374.64  (feet) COMP
 LG0564  MODELED GRAVITY -    980,041.8   (mgal)                       NAVD 88
 LG0564
 LG0564  VERT ORDER      -  SECOND    CLASS 0
 LG0564
 LG0564.The horizontal coordinates were scaled from a map and have
 LG0564.an estimated accuracy of +/- 6 seconds.
 LG0564
 LG0564.The orthometric height was determined by differential leveling and
 LG0564.adjusted by the NATIONAL GEODETIC SURVEY
 LG0564.in June 1991.
 LG0564
 LG0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0564.GEOID18 height accuracy estimate available here.
 LG0564
 LG0564.Click photographs - Photos may exist for this station.
 LG0564
 LG0564.The dynamic height is computed by dividing the NAVD 88
 LG0564.geopotential number by the normal gravity value computed on the
 LG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0564.degrees latitude (g = 980.6199 gals.).
 LG0564
 LG0564.The modeled gravity was interpolated from observed gravity values.
 LG0564
 LG0564;                    North         East    Units  Estimated Accuracy
 LG0564;SPC NE       -    46,980.      728,730.      MT  (+/- 180 meters Scaled)
 LG0564
 LG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK436540(NAD 83)
 LG0564
 LG0564                          SUPERSEDED SURVEY CONTROL
 LG0564
 LG0564  NGVD 29 (??/??/92)  419.076  (m)         1374.92   (f) ADJ UNCH    2 0
 LG0564
 LG0564.Superseded values are not recommended for survey control.
 LG0564
 LG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0564.See file dsdata.pdf to determine how the superseded data were derived.
 LG0564
 LG0564_MARKER: DB = BENCH MARK DISK
 LG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0564_STAMPING: G 171 1934
 LG0564_MARK LOGO: CGS
 LG0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0564+STABILITY: SURFACE MOTION
 LG0564
 LG0564  HISTORY     - Date     Condition        Report By
 LG0564  HISTORY     - 1934     MONUMENTED       CGS
 LG0564  HISTORY     - 1941     GOOD             CGS
 LG0564  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0564
 LG0564                          STATION DESCRIPTION
 LG0564
 LG0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0564'1.6 MI NW FROM POWELL.
 LG0564'1.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0564'STATION AT POWELL, JEFFERSON COUNTY, 5 POLES EAST OF MILEPOST
 LG0564'163, ABOUT 200 YARDS SOUTH OF A FARMHOUSE, AT A ROAD CROSSING,
 LG0564'75 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 50 FEET SOUTH
 LG0564'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G
 LG0564'171 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0564
 LG0564                          STATION RECOVERY (1981)
 LG0564
 LG0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0539 ***********************************************************************
 LG0539  DESIGNATION -  G 172
 LG0539  PID         -  LG0539
 LG0539  STATE/COUNTY-  NE/THAYER
 LG0539  COUNTRY     -  US
 LG0539  USGS QUAD   -  HUBBELL (2017)
 LG0539
 LG0539                         *CURRENT SURVEY CONTROL
 LG0539  ______________________________________________________________________
 LG0539* NAD 83(1986) POSITION- 40 00 18.11   (N) 097 29 54.08   (W)   HD_HELD1
 LG0539* NAVD 88 ORTHO HEIGHT -   445.448 (meters)     1461.44  (feet) ADJUSTED
 LG0539  ______________________________________________________________________
 LG0539  GEOID HEIGHT    -        -26.701 (meters)                     GEOID18
 LG0539  DYNAMIC HEIGHT  -        445.190 (meters)     1460.59  (feet) COMP
 LG0539  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 LG0539
 LG0539  VERT ORDER      -  SECOND    CLASS 0
 LG0539
 LG0539.The horizontal coordinates were determined by differentially corrected
 LG0539.hand held GPS observations or other comparable positioning techniques
 LG0539.and have an estimated accuracy of +/- 3 meters.
 LG0539
 LG0539.The orthometric height was determined by differential leveling and
 LG0539.adjusted by the NATIONAL GEODETIC SURVEY
 LG0539.in June 1991.
 LG0539
 LG0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0539.GEOID18 height accuracy estimate available here.
 LG0539
 LG0539.Click photographs - Photos may exist for this station.
 LG0539
 LG0539.The dynamic height is computed by dividing the NAVD 88
 LG0539.geopotential number by the normal gravity value computed on the
 LG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0539.degrees latitude (g = 980.6199 gals.).
 LG0539
 LG0539.The modeled gravity was interpolated from observed gravity values.
 LG0539
 LG0539;                    North         East    Units  Estimated Accuracy
 LG0539;SPC NE       -    22,154.9     713,579.1     MT  (+/- 3 meters HH1 GPS) 
 LG0539
 LG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2817329395(NAD 83)
 LG0539
 LG0539                          SUPERSEDED SURVEY CONTROL
 LG0539
 LG0539  NGVD 29 (??/??/92)  445.289  (m)         1460.92   (f) ADJ UNCH    2 0
 LG0539
 LG0539.Superseded values are not recommended for survey control.
 LG0539
 LG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0539.See file dsdata.pdf to determine how the superseded data were derived.
 LG0539
 LG0539_MARKER: DB = BENCH MARK DISK
 LG0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0539_SP_SET: TOWER FOOTING
 LG0539_STAMPING: G 172 1934
 LG0539_MARK LOGO: CGS
 LG0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0539+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 LG0539
 LG0539  HISTORY     - Date     Condition        Report By
 LG0539  HISTORY     - 1934     MONUMENTED       CGS
 LG0539  HISTORY     - 20200617 GOOD             NEGS
 LG0539
 LG0539                          STATION DESCRIPTION
 LG0539
 LG0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0539'AT HUBBELL.
 LG0539'AT HUBBELL, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0539'RAILROAD, 200 FEET SOUTHWEST OF THE STATION, 108 FEET SOUTH OF
 LG0539'THE CENTERLINE OF THE MAIN TRACK, AT THE RAILROAD WATER TOWER,
 LG0539'AND IN THE CONCRETE FOOTING FOR THE NORTHEAST SUPPORT.  A
 LG0539'STANDARD DISK, STAMPED G 172 1934.
 LG0539
 LG0539                          STATION RECOVERY (2020)
 LG0539
 LG0539'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0539'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 8 AND SPUR 85B (JOHNSON
 LG0539'ST) NORTH OF HUBBELL NE., PROCEED SOUTH ALONG SPUR 85B (JOHNSON ST.)
 LG0539'FOR 0.72 MI (1.16 KM) TO N. RAILWAY ST.  TURN RIGHT (WEST) AND PROCEED
 LG0539'SOUTHWEST FOR 437 FT (133.2 M) TO AN ABANDONED BUILDING AND THE POINT
 LG0539'APPROXIMATELY 185 FT (56.4 M) SOUTHEAST OF THE BUILDING IN A
 LG0539'CULTIVATED FIELD.
 LG0539'
 LG0539'THE POINT IS IN A CONCRETE FOOTING FOR THE NORTHEAST SUPPORT OF AN
 LG0539'ABANDONED WATER TOWER.  THE MARK IS 1.30 FT (0.4 M) NORTHEAST OF A
 LG0539'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0615 ***********************************************************************
 LG0615  DESIGNATION -  G 173
 LG0615  PID         -  LG0615
 LG0615  STATE/COUNTY-  NE/FILLMORE
 LG0615  COUNTRY     -  US
 LG0615  USGS QUAD   -  STRANG (2017)
 LG0615
 LG0615                         *CURRENT SURVEY CONTROL
 LG0615  ______________________________________________________________________
 LG0615* NAD 83(1986) POSITION- 40 23 38.     (N) 097 34 04.     (W)   SCALED
 LG0615* NAVD 88 ORTHO HEIGHT -   488.693 (meters)     1603.32  (feet) ADJUSTED
 LG0615  ______________________________________________________________________
 LG0615  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 LG0615  DYNAMIC HEIGHT  -        488.407 (meters)     1602.38  (feet) COMP
 LG0615  MODELED GRAVITY -    980,025.9   (mgal)                       NAVD 88
 LG0615
 LG0615  VERT ORDER      -  SECOND    CLASS 0
 LG0615
 LG0615.The horizontal coordinates were scaled from a map and have
 LG0615.an estimated accuracy of +/- 6 seconds.
 LG0615
 LG0615.The orthometric height was determined by differential leveling and
 LG0615.adjusted by the NATIONAL GEODETIC SURVEY
 LG0615.in June 1991.
 LG0615
 LG0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0615.GEOID18 height accuracy estimate available here.
 LG0615
 LG0615.Click photographs - Photos may exist for this station.
 LG0615
 LG0615.The dynamic height is computed by dividing the NAVD 88
 LG0615.geopotential number by the normal gravity value computed on the
 LG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0615.degrees latitude (g = 980.6199 gals.).
 LG0615
 LG0615.The modeled gravity was interpolated from observed gravity values.
 LG0615
 LG0615;                    North         East    Units  Estimated Accuracy
 LG0615;SPC NE       -    65,140.      706,440.      MT  (+/- 180 meters Scaled)
 LG0615
 LG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK215724(NAD 83)
 LG0615
 LG0615                          SUPERSEDED SURVEY CONTROL
 LG0615
 LG0615  NGVD 29 (??/??/92)  488.508  (m)         1602.71   (f) ADJ UNCH    2 0
 LG0615
 LG0615.Superseded values are not recommended for survey control.
 LG0615
 LG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0615.See file dsdata.pdf to determine how the superseded data were derived.
 LG0615
 LG0615_MARKER: DB = BENCH MARK DISK
 LG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0615_STAMPING: G 173 1934
 LG0615_MARK LOGO: CGS
 LG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0615+STABILITY: SURFACE MOTION
 LG0615
 LG0615  HISTORY     - Date     Condition        Report By
 LG0615  HISTORY     - 1934     MONUMENTED       CGS
 LG0615  HISTORY     - 1941     MARK NOT FOUND   CGS
 LG0615
 LG0615                          STATION DESCRIPTION
 LG0615
 LG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0615'2.5 MI SE FROM STRANG.
 LG0615'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0615'RAILROAD FROM THE STATION AT STRANG, FILLMORE COUNTY, AT A ROAD
 LG0615'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 42
 LG0615'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 LG0615'STAMPED G 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0615
 LG0615                          STATION RECOVERY (1941)
 LG0615
 LG0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0237 ***********************************************************************
 LG0237  DESIGNATION -  G 174
 LG0237  PID         -  LG0237
 LG0237  STATE/COUNTY-  NE/GAGE
 LG0237  COUNTRY     -  US
 LG0237  USGS QUAD   -  BLUE SPRINGS (2017)
 LG0237
 LG0237                         *CURRENT SURVEY CONTROL
 LG0237  ______________________________________________________________________
 LG0237* NAD 83(1986) POSITION- 40 11 49.     (N) 096 39 47.     (W)   SCALED
 LG0237* NAVD 88 ORTHO HEIGHT -   372.777 (meters)     1223.02  (feet) ADJUSTED
 LG0237  ______________________________________________________________________
 LG0237  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 LG0237  DYNAMIC HEIGHT  -        372.578 (meters)     1222.37  (feet) COMP
 LG0237  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LG0237
 LG0237  VERT ORDER      -  SECOND    CLASS 0
 LG0237
 LG0237.The horizontal coordinates were scaled from a map and have
 LG0237.an estimated accuracy of +/- 6 seconds.
 LG0237
 LG0237.The orthometric height was determined by differential leveling and
 LG0237.adjusted by the NATIONAL GEODETIC SURVEY
 LG0237.in June 1991.
 LG0237
 LG0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0237.GEOID18 height accuracy estimate available here.
 LG0237
 LG0237.Click photographs - Photos may exist for this station.
 LG0237
 LG0237.The dynamic height is computed by dividing the NAVD 88
 LG0237.geopotential number by the normal gravity value computed on the
 LG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0237.degrees latitude (g = 980.6199 gals.).
 LG0237
 LG0237.The modeled gravity was interpolated from observed gravity values.
 LG0237
 LG0237;                    North         East    Units  Estimated Accuracy
 LG0237;SPC NE       -    45,860.      784,040.      MT  (+/- 180 meters Scaled)
 LG0237
 LG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK989522(NAD 83)
 LG0237
 LG0237                          SUPERSEDED SURVEY CONTROL
 LG0237
 LG0237  NGVD 29 (??/??/92)  372.670  (m)         1222.67   (f) ADJ UNCH    2 0
 LG0237
 LG0237.Superseded values are not recommended for survey control.
 LG0237
 LG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0237.See file dsdata.pdf to determine how the superseded data were derived.
 LG0237
 LG0237_MARKER: DB = BENCH MARK DISK
 LG0237_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0237_SP_SET: WALKWAY
 LG0237_STAMPING: G 174 1934
 LG0237_MARK LOGO: CGS
 LG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0237
 LG0237  HISTORY     - Date     Condition        Report By
 LG0237  HISTORY     - 1934     MONUMENTED       CGS
 LG0237  HISTORY     - 1941     GOOD             CGS
 LG0237
 LG0237                          STATION DESCRIPTION
 LG0237
 LG0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0237'AT HOLMESVILLE.
 LG0237'AT HOLMESVILLE, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0237'AT THE IOWA-NEBRASKA ELECTRIC CO. POWER DAM, 40 FEET NORTH
 LG0237'OF THE POWER BUILDING, 40 FEET SOUTH OF A HIGHWAY BRIDGE, 15
 LG0237'FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A
 LG0237'CONCRETE WALK ON THE EAST SIDE OF THE DAM.  A STANDARD DISK,
 LG0237'STAMPED G 174 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0214 ***********************************************************************
 LG0214  DESIGNATION -  G 175
 LG0214  PID         -  LG0214
 LG0214  STATE/COUNTY-  NE/PAWNEE
 LG0214  COUNTRY     -  US
 LG0214  USGS QUAD   -  TABLE ROCK (2017)
 LG0214
 LG0214                         *CURRENT SURVEY CONTROL
 LG0214  ______________________________________________________________________
 LG0214* NAD 83(1986) POSITION- 40 10 45.     (N) 096 05 46.     (W)   SCALED
 LG0214* NAVD 88 ORTHO HEIGHT -   331.759 (meters)     1088.45  (feet) ADJUSTED
 LG0214  ______________________________________________________________________
 LG0214  GEOID HEIGHT    -        -28.859 (meters)                     GEOID18
 LG0214  DYNAMIC HEIGHT  -        331.578 (meters)     1087.85  (feet) COMP
 LG0214  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 LG0214
 LG0214  VERT ORDER      -  SECOND    CLASS 0
 LG0214
 LG0214.The horizontal coordinates were scaled from a map and have
 LG0214.an estimated accuracy of +/- 6 seconds.
 LG0214
 LG0214.The orthometric height was determined by differential leveling and
 LG0214.adjusted by the NATIONAL GEODETIC SURVEY
 LG0214.in June 1991.
 LG0214
 LG0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0214.GEOID18 height accuracy estimate available here.
 LG0214
 LG0214.Click photographs - Photos may exist for this station.
 LG0214
 LG0214.The dynamic height is computed by dividing the NAVD 88
 LG0214.geopotential number by the normal gravity value computed on the
 LG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0214.degrees latitude (g = 980.6199 gals.).
 LG0214
 LG0214.The modeled gravity was interpolated from observed gravity values.
 LG0214
 LG0214;                    North         East    Units  Estimated Accuracy
 LG0214;SPC NE       -    45,900.      832,360.      MT  (+/- 180 meters Scaled)
 LG0214
 LG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK472516(NAD 83)
 LG0214
 LG0214                          SUPERSEDED SURVEY CONTROL
 LG0214
 LG0214  NGVD 29 (??/??/92)  331.670  (m)         1088.15   (f) ADJ UNCH    2 0
 LG0214
 LG0214.Superseded values are not recommended for survey control.
 LG0214
 LG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0214.See file dsdata.pdf to determine how the superseded data were derived.
 LG0214
 LG0214_MARKER: DB = BENCH MARK DISK
 LG0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0214_SP_SET: TOWER FOOTING
 LG0214_STAMPING: G 175 1934
 LG0214_MARK LOGO: CGS
 LG0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0214+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2008
 LG0214
 LG0214  HISTORY     - Date     Condition        Report By
 LG0214  HISTORY     - 1934     MONUMENTED       CGS
 LG0214  HISTORY     - 1958     GOOD             CGS
 LG0214  HISTORY     - 20080815 GOOD             INDIV
 LG0214
 LG0214                          STATION DESCRIPTION
 LG0214
 LG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0214'AT TABLE ROCK.
 LG0214'AT TABLE ROCK, PAWNEE COUNTY, AT THE NORTHWEST CORNER OF A PARK,
 LG0214'80 FEET SOUTH OF THE CENTER LINE OF AN EAST-AND-WEST STREET, 45
 LG0214'FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH STREET, AT THE
 LG0214'CITY WATER TOWER, AND IN THE CONCRETE FOOTING.  A STANDARD DISK,
 LG0214'STAMPED G 175 1934.
 LG0214
 LG0214                          STATION RECOVERY (1958)
 LG0214
 LG0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LG0214'RECOVERED IN GOOD CONDITION.
 LG0214
 LG0214                          STATION RECOVERY (2008)
 LG0214
 LG0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG0214'THE ORIGINAL WATER TOWER HAS BEEN REMOVED AND A SCHOOL BELL HAS BEEN
 LG0214'INSTALLED OVER THE TOP OF THE FOOTING IN WHICH THE MARK IS INSTALLED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0287 ***********************************************************************
 LG0287  DESIGNATION -  G 176
 LG0287  PID         -  LG0287
 LG0287  STATE/COUNTY-  NE/GAGE
 LG0287  COUNTRY     -  US
 LG0287  USGS QUAD   -  FILLEY (2017)
 LG0287
 LG0287                         *CURRENT SURVEY CONTROL
 LG0287  ______________________________________________________________________
 LG0287* NAD 83(1986) POSITION- 40 17 35.     (N) 096 30 04.     (W)   SCALED
 LG0287* NAVD 88 ORTHO HEIGHT -   428.752 (meters)     1406.66  (feet) ADJUSTED
 LG0287  ______________________________________________________________________
 LG0287  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 LG0287  DYNAMIC HEIGHT  -        428.525 (meters)     1405.92  (feet) COMP
 LG0287  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 LG0287
 LG0287  VERT ORDER      -  SECOND    CLASS 0
 LG0287
 LG0287.The horizontal coordinates were scaled from a map and have
 LG0287.an estimated accuracy of +/- 6 seconds.
 LG0287
 LG0287.The orthometric height was determined by differential leveling and
 LG0287.adjusted by the NATIONAL GEODETIC SURVEY
 LG0287.in June 1991.
 LG0287
 LG0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0287.GEOID18 height accuracy estimate available here.
 LG0287
 LG0287.Click photographs - Photos may exist for this station.
 LG0287
 LG0287.The dynamic height is computed by dividing the NAVD 88
 LG0287.geopotential number by the normal gravity value computed on the
 LG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0287.degrees latitude (g = 980.6199 gals.).
 LG0287
 LG0287.The modeled gravity was interpolated from observed gravity values.
 LG0287
 LG0287;                    North         East    Units  Estimated Accuracy
 LG0287;SPC NE       -    57,060.      797,390.      MT  (+/- 180 meters Scaled)
 LG0287
 LG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK124632(NAD 83)
 LG0287
 LG0287                          SUPERSEDED SURVEY CONTROL
 LG0287
 LG0287  NGVD 29 (??/??/92)  428.644  (m)         1406.31   (f) ADJ UNCH    2 0
 LG0287
 LG0287.Superseded values are not recommended for survey control.
 LG0287
 LG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0287.See file dsdata.pdf to determine how the superseded data were derived.
 LG0287
 LG0287_MARKER: DB = BENCH MARK DISK
 LG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0287_STAMPING: G 176 1934
 LG0287_MARK LOGO: CGS
 LG0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0287+STABILITY: SURFACE MOTION
 LG0287
 LG0287  HISTORY     - Date     Condition        Report By
 LG0287  HISTORY     - 1934     MONUMENTED       CGS
 LG0287  HISTORY     - 1964     GOOD             CGS
 LG0287  HISTORY     - 1964     GOOD             CGS
 LG0287  HISTORY     - 19950316 GOOD             NGS
 LG0287
 LG0287                          STATION DESCRIPTION
 LG0287
 LG0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0287'1.9 MI NE FROM FILLEY.
 LG0287'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 136 FROM FILLEY-- 59
 LG0287'FEET SOUTH AND 90 FT EAST OF CROSS-ROAD, AT A ROAD CROSSING,
 LG0287'51 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 75 FEET SOUTH
 LG0287'OF THE CENTER-LINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 LG0287'G 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0287
 LG0287                          STATION RECOVERY (1964)
 LG0287
 LG0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0287'RECOVERED IN GOOD CONDITION.
 LG0287
 LG0287                          STATION RECOVERY (1995)
 LG0287
 LG0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0287'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED DUE TO CONSTRUCTION.
 LG0287'SEE THE RESET MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7434 ***********************************************************************
 AA7434  DESIGNATION -  G 176 RESET
 AA7434  PID         -  AA7434
 AA7434  STATE/COUNTY-  NE/GAGE
 AA7434  COUNTRY     -  US
 AA7434  USGS QUAD   -  FILLEY (2017)
 AA7434
 AA7434                         *CURRENT SURVEY CONTROL
 AA7434  ______________________________________________________________________
 AA7434* NAD 83(1986) POSITION- 40 17 35.     (N) 096 30 04.     (W)   SCALED
 AA7434* NAVD 88 ORTHO HEIGHT -   428.96  (+/-2cm)     1407.3   (feet) VERTCON
 AA7434  ______________________________________________________________________
 AA7434  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 AA7434  VERT ORDER      -  THIRD (See Below)
 AA7434
 AA7434.The horizontal coordinates were scaled from a map and have
 AA7434.an estimated accuracy of +/- 6 seconds.
 AA7434
 AA7434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7434
 AA7434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7434.GEOID18 height accuracy estimate available here.
 AA7434
 AA7434.The vertical order pertains to the NGVD 29 superseded value.
 AA7434
 AA7434.Click photographs - Photos may exist for this station.
 AA7434
 AA7434;                    North         East    Units  Estimated Accuracy
 AA7434;SPC NE       -    57,060.      797,390.      MT  (+/- 180 meters Scaled)
 AA7434
 AA7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK124632(NAD 83)
 AA7434
 AA7434                          SUPERSEDED SURVEY CONTROL
 AA7434
 AA7434  NGVD 29 (01/31/13)  428.85   (m)         1407.0    (f) RESET       3  
 AA7434
 AA7434.Superseded values are not recommended for survey control.
 AA7434
 AA7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7434.See file dsdata.pdf to determine how the superseded data were derived.
 AA7434
 AA7434_MARKER: DV = VERTICAL CONTROL DISK
 AA7434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7434_STAMPING: G 176 RESET 1995
 AA7434_MARK LOGO: NGS
 AA7434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7434+STABILITY: SURFACE MOTION
 AA7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7434+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA7434
 AA7434  HISTORY     - Date     Condition        Report By
 AA7434  HISTORY     - 1995     MONUMENTED       NGS
 AA7434
 AA7434                          STATION DESCRIPTION
 AA7434
 AA7434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AA7434'3.2 KM (2.00 MI) EAST ALONG U.S.  HIGHWAY 136 FROM FILLEY, AT A
 AA7434'GRAVELED ROAD INTERSECTION, ABOUT 30.5 M (100.1 FT) WEST FROM THE
 AA7434'CENTER OF A DRAW, IN THE SOUTHEAST ANGLE OF THE INTERSECTION, ABOUT
 AA7434'31.1 M (102.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 23.9 M
 AA7434'(78.4 FT) EAST FROM THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD,
 AA7434'2.53 M (8.30 FT) EAST-SOUTHEAST OF A UTILITY POLE, 0.66 M (2.17 FT)
 AA7434'WEST-NORTHWEST FROM A WITNESS POST AND 1.5 M (4.9 FT) LOWER THAN THE
 AA7434'COUNTY ROAD, A STANDARD DISK, SET INTO THE TOP OF A ROUND CONCRETE
 AA7434'POST THAT IS FLUSH WITH THE GROUND.  A MAGNET WAS PLACED INTO THE
 AA7434'NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0793 ***********************************************************************
 LF0793  DESIGNATION -  G 177
 LF0793  PID         -  LF0793
 LF0793  STATE/COUNTY-  NE/NEMAHA
 LF0793  COUNTRY     -  US
 LF0793  USGS QUAD   -  JULIAN (2017)
 LF0793
 LF0793                         *CURRENT SURVEY CONTROL
 LF0793  ______________________________________________________________________
 LF0793* NAD 83(1986) POSITION- 40 31 21.1    (N) 095 52 09.5    (W)   HD_HELD2
 LF0793* NAVD 88 ORTHO HEIGHT -   307.995 (meters)     1010.48  (feet) ADJUSTED
 LF0793  ______________________________________________________________________
 LF0793  GEOID HEIGHT    -        -29.380 (meters)                     GEOID18
 LF0793  DYNAMIC HEIGHT  -        307.832 (meters)     1009.95  (feet) COMP
 LF0793  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LF0793
 LF0793  VERT ORDER      -  SECOND    CLASS 0
 LF0793
 LF0793.The horizontal coordinates were established by autonomous hand held GPS
 LF0793.observations and have an estimated accuracy of +/- 10 meters.
 LF0793
 LF0793.The orthometric height was determined by differential leveling and
 LF0793.adjusted by the NATIONAL GEODETIC SURVEY
 LF0793.in June 1991.
 LF0793
 LF0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0793.GEOID18 height accuracy estimate available here.
 LF0793
 LF0793.Click photographs - Photos may exist for this station.
 LF0793
 LF0793.The dynamic height is computed by dividing the NAVD 88
 LF0793.geopotential number by the normal gravity value computed on the
 LF0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0793.degrees latitude (g = 980.6199 gals.).
 LF0793
 LF0793.The modeled gravity was interpolated from observed gravity values.
 LF0793
 LF0793;                    North         East    Units  Estimated Accuracy
 LF0793;SPC NE       -    84,880.      849,831.      MT  (+/- 10 meters HH2 GPS)
 LF0793
 LF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5693889711(NAD 83)
 LF0793
 LF0793                          SUPERSEDED SURVEY CONTROL
 LF0793
 LF0793  NGVD 29 (??/??/92)  307.902  (m)         1010.18   (f) ADJ UNCH    2 0
 LF0793
 LF0793.Superseded values are not recommended for survey control.
 LF0793
 LF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0793.See file dsdata.pdf to determine how the superseded data were derived.
 LF0793
 LF0793_MARKER: DB = BENCH MARK DISK
 LF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0793_STAMPING: G 177 1934
 LF0793_MARK LOGO: CGS
 LF0793_PROJECTION: FLUSH
 LF0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0793+STABILITY: SURFACE MOTION
 LF0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0793+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 LF0793
 LF0793  HISTORY     - Date     Condition        Report By
 LF0793  HISTORY     - 1934     MONUMENTED       CGS
 LF0793  HISTORY     - 1947     GOOD             CGS
 LF0793  HISTORY     - 1960     GOOD             CGS
 LF0793  HISTORY     - 20130619 GOOD             JEOCON
 LF0793  HISTORY     - 20150731 GOOD             GEOCAC
 LF0793  HISTORY     - 20200915 GOOD             NEGS
 LF0793
 LF0793                          STATION DESCRIPTION
 LF0793
 LF0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0793'AT JULIAN.
 LF0793'AT JULIAN, ABOUT 300 FEET NORTHEAST OF THE MISSOURI PACIFIC
 LF0793'RAILROAD STATION, 279.0 FEET EAST OF THE EAST RAIL OF THE
 LF0793'MAIN TRACK, 202.0 FEET NORTH OF THE CENTER OF THE MAIN EAST-WEST
 LF0793'STREET OF JULIAN, 176.0 FEET SOUTH OF THE CENTER OF THE
 LF0793'NEMAHA-OTOE COUNTY LINE ROAD, 99.0 FEET NORTHWEST OF AND ACROSS
 LF0793'A NORTH-SOUTH STREET FROM THE NORTHWEST CORNER OF THE L.H. PAULEY
 LF0793'LUMBER COMPANY, 42.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LF0793'STREET, 17.5 FEET NORTHWEST OF A POWER LINE POLE, SET IN THE
 LF0793'TOP OF AND 2.3 FEET SOUTH OF THE NORTHWEST CORNER OF AN OLD
 LF0793'ABANDONED CONCRETE FOUNDATION UPON WHICH WAS FORMERLY LOCATED
 LF0793'A BUILDING, 1.0 FOOT EAST OF A REFERENCE POST AND ABOUT 1 FOOT
 LF0793'ABOVE THE GROUND.
 LF0793
 LF0793                          STATION RECOVERY (1960)
 LF0793
 LF0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LF0793'RECOVERED IN GOOD CONDITION.
 LF0793
 LF0793                          STATION RECOVERY (2013)
 LF0793
 LF0793'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0793'RECOVERED IN GOOD CONDITION.
 LF0793
 LF0793                          STATION RECOVERY (2015)
 LF0793
 LF0793'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LF0793'RECOVERED IN GOOD CONDITION.
 LF0793
 LF0793                          STATION RECOVERY (2020)
 LF0793
 LF0793'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF0793'THE 1947 STATION DESCRIPTION IS STILL USEABLE.  THE MARK IS OBSCURED
 LF0793'BY VARIOUS TREES AND CURRENTLY NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0403 ***********************************************************************
 LF0403  DESIGNATION -  G 178
 LF0403  PID         -  LF0403
 LF0403  STATE/COUNTY-  NE/RICHARDSON
 LF0403  COUNTRY     -  US
 LF0403  USGS QUAD   -  RULO (2017)
 LF0403
 LF0403                         *CURRENT SURVEY CONTROL
 LF0403  ______________________________________________________________________
 LF0403* NAD 83(1986) POSITION- 40 03 14.     (N) 095 25 41.     (W)   SCALED
 LF0403* NAVD 88 ORTHO HEIGHT -   281.471 (meters)      923.46  (feet) ADJUSTED
 LF0403  ______________________________________________________________________
 LF0403  GEOID HEIGHT    -        -30.750 (meters)                     GEOID18
 LF0403  DYNAMIC HEIGHT  -        281.316 (meters)      922.95  (feet) COMP
 LF0403  MODELED GRAVITY -    980,067.5   (mgal)                       NAVD 88
 LF0403
 LF0403  VERT ORDER      -  SECOND    CLASS 0
 LF0403
 LF0403.The horizontal coordinates were scaled from a map and have
 LF0403.an estimated accuracy of +/- 6 seconds.
 LF0403
 LF0403.The orthometric height was determined by differential leveling and
 LF0403.adjusted by the NATIONAL GEODETIC SURVEY
 LF0403.in June 1991.
 LF0403
 LF0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0403.GEOID18 height accuracy estimate available here.
 LF0403
 LF0403.Click photographs - Photos may exist for this station.
 LF0403
 LF0403.The dynamic height is computed by dividing the NAVD 88
 LF0403.geopotential number by the normal gravity value computed on the
 LF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0403.degrees latitude (g = 980.6199 gals.).
 LF0403
 LF0403.The modeled gravity was interpolated from observed gravity values.
 LF0403
 LF0403;                    North         East    Units  Estimated Accuracy
 LF0403;SPC NE       -    34,800.      889,920.      MT  (+/- 180 meters Scaled)
 LF0403
 LF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE928365(NAD 83)
 LF0403
 LF0403                          SUPERSEDED SURVEY CONTROL
 LF0403
 LF0403  NGVD 29 (??/??/92)  281.405  (m)          923.24   (f) ADJ UNCH    2 0
 LF0403
 LF0403.Superseded values are not recommended for survey control.
 LF0403
 LF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0403.See file dsdata.pdf to determine how the superseded data were derived.
 LF0403
 LF0403_MARKER: DB = BENCH MARK DISK
 LF0403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LF0403_SP_SET: FOOTING
 LF0403_STAMPING: G 178 1934
 LF0403_MARK LOGO: CGS
 LF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0403+STABILITY: SURFACE MOTION
 LF0403
 LF0403  HISTORY     - Date     Condition        Report By
 LF0403  HISTORY     - 1934     MONUMENTED       CGS
 LF0403  HISTORY     - 1948     GOOD             CGS
 LF0403
 LF0403                          STATION DESCRIPTION
 LF0403
 LF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0403'AT RULO.
 LF0403'AT RULO, RICHARDSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0403'QUINCY RAILROAD, 200 FEET NORTHEAST OF THE STATION, 100 FEET
 LF0403'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT A STEEL WATERSETTLING
 LF0403'TANK, AND IN THE TOP OF THE SOUTHEAST CONCRETE FOOTING.  A
 LF0403'STANDARD DISK, STAMPED G 178 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0444 ***********************************************************************
 NN0444  DESIGNATION -  G 18
 NN0444  PID         -  NN0444
 NN0444  STATE/COUNTY-  NE/ROCK
 NN0444  COUNTRY     -  US
 NN0444  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0444
 NN0444                         *CURRENT SURVEY CONTROL
 NN0444  ______________________________________________________________________
 NN0444* NAD 83(1986) POSITION- 42 14 50.     (N) 099 27 45.     (W)   SCALED
 NN0444* NAVD 88 ORTHO HEIGHT -   774.844 (meters)     2542.13  (feet) ADJUSTED
 NN0444  ______________________________________________________________________
 NN0444  GEOID HEIGHT    -        -22.804 (meters)                     GEOID18
 NN0444  DYNAMIC HEIGHT  -        774.507 (meters)     2541.03  (feet) COMP
 NN0444  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 NN0444
 NN0444  VERT ORDER      -  FIRST     CLASS II
 NN0444
 NN0444.The horizontal coordinates were scaled from a map and have
 NN0444.an estimated accuracy of +/- 6 seconds.
 NN0444
 NN0444.The orthometric height was determined by differential leveling and
 NN0444.adjusted by the NATIONAL GEODETIC SURVEY
 NN0444.in June 1991.
 NN0444
 NN0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0444.GEOID18 height accuracy estimate available here.
 NN0444
 NN0444.Click photographs - Photos may exist for this station.
 NN0444
 NN0444.The dynamic height is computed by dividing the NAVD 88
 NN0444.geopotential number by the normal gravity value computed on the
 NN0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0444.degrees latitude (g = 980.6199 gals.).
 NN0444
 NN0444.The modeled gravity was interpolated from observed gravity values.
 NN0444
 NN0444;                    North         East    Units  Estimated Accuracy
 NN0444;SPC NE       -   268,150.      544,350.      MT  (+/- 180 meters Scaled)
 NN0444
 NN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM618773(NAD 83)
 NN0444
 NN0444                          SUPERSEDED SURVEY CONTROL
 NN0444
 NN0444  NGVD 29 (??/??/92)  774.587  (m)         2541.29   (f) ADJ UNCH    1 2
 NN0444
 NN0444.Superseded values are not recommended for survey control.
 NN0444
 NN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0444.See file dsdata.pdf to determine how the superseded data were derived.
 NN0444
 NN0444_MARKER: DB = BENCH MARK DISK
 NN0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0444_STAMPING: 2541.291 G 18 1933
 NN0444_MARK LOGO: CGS
 NN0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0444+STABILITY: SURFACE MOTION
 NN0444
 NN0444  HISTORY     - Date     Condition        Report By
 NN0444  HISTORY     - 1933     MONUMENTED       CGS
 NN0444  HISTORY     - 1976     GOOD             USGS
 NN0444
 NN0444                          STATION DESCRIPTION
 NN0444
 NN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0444'4.2 MI N FROM MIDWAY.
 NN0444'ABOUT 4-1/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM MIDWAY, ROCK
 NN0444'COUNTY, ABOUT 200 FEET SOUTH OF A CURVE TO THE NORTHWEST, 67
 NN0444'FEET NORTHEAST OF A CURVE SIGN, AND 49 FEET EAST OF THE CENTER
 NN0444'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2541.291 G 18 1933
 NN0444'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NN0444'ABOVE GROUND.
 NN0444
 NN0444                          STATION RECOVERY (1976)
 NN0444
 NN0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0444'ROSE STORE AND POST OFFICE, 1 1/2 MI. N., 3.0 MI. E. AND 3.2 MI. N.
 NN0444'OF ALONG U. S. HWY 183 AND ROCK COUNTY GRAVEL RDS. T-26-N, R-18-W,
 NN0444'ABOUT 600 FT. N. AND 1700 FT. E. OF SW COR. OF SECTION 6, 130 FT. N.
 NN0444'OF CENTERLINE OF A WIRE GATE IN EAST ROW FENCE, 49 FT. E. OF
 NN0444'CENTERLINE OF GRAVEL RD ON A CURVE, ABOUT 200 FT. SE OF A TREE,
 NN0444'OPPOSITE A METAL WITNESS SIGN IN THE FENCE, A STD. TABLET SET IN
 NN0444'CONC. POST PROJECTING 4 IN., STAMPED 2541.291 G 18 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0268 ***********************************************************************
 NN0268  DESIGNATION -  G 19
 NN0268  PID         -  NN0268
 NN0268  STATE/COUNTY-  NE/HOLT
 NN0268  COUNTRY     -  US
 NN0268  USGS QUAD   -  MEEK (2017)
 NN0268
 NN0268                         *CURRENT SURVEY CONTROL
 NN0268  ______________________________________________________________________
 NN0268* NAD 83(1986) POSITION- 42 37 53.     (N) 098 39 41.     (W)   SCALED
 NN0268* NAVD 88 ORTHO HEIGHT -   602.731 (meters)     1977.46  (feet) ADJUSTED
 NN0268  ______________________________________________________________________
 NN0268  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 NN0268  DYNAMIC HEIGHT  -        602.505 (meters)     1976.72  (feet) COMP
 NN0268  MODELED GRAVITY -    980,225.9   (mgal)                       NAVD 88
 NN0268
 NN0268  VERT ORDER      -  FIRST     CLASS II
 NN0268
 NN0268.The horizontal coordinates were scaled from a map and have
 NN0268.an estimated accuracy of +/- 6 seconds.
 NN0268
 NN0268.The orthometric height was determined by differential leveling and
 NN0268.adjusted by the NATIONAL GEODETIC SURVEY
 NN0268.in June 1991.
 NN0268
 NN0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0268.GEOID18 height accuracy estimate available here.
 NN0268
 NN0268.Click photographs - Photos may exist for this station.
 NN0268
 NN0268.The dynamic height is computed by dividing the NAVD 88
 NN0268.geopotential number by the normal gravity value computed on the
 NN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0268.degrees latitude (g = 980.6199 gals.).
 NN0268
 NN0268.The modeled gravity was interpolated from observed gravity values.
 NN0268
 NN0268;                    North         East    Units  Estimated Accuracy
 NN0268;SPC NE       -   311,530.      609,780.      MT  (+/- 180 meters Scaled)
 NN0268
 NN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN277199(NAD 83)
 NN0268
 NN0268                          SUPERSEDED SURVEY CONTROL
 NN0268
 NN0268  NGVD 29 (??/??/92)  602.497  (m)         1976.69   (f) ADJ UNCH    1 2
 NN0268
 NN0268.Superseded values are not recommended for survey control.
 NN0268
 NN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0268.See file dsdata.pdf to determine how the superseded data were derived.
 NN0268
 NN0268_MARKER: DB = BENCH MARK DISK
 NN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0268_STAMPING: 1976.692 G 19 1933
 NN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0268+STABILITY: SURFACE MOTION
 NN0268
 NN0268  HISTORY     - Date     Condition        Report By
 NN0268  HISTORY     - 1933     MONUMENTED       CGS
 NN0268
 NN0268                          STATION DESCRIPTION
 NN0268
 NN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0268'12.5 MI N FROM O NEILL.
 NN0268'12.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0268'AT THE POINT WHERE THE HIGHWAY MAKES A RIGHT-ANGLE TURN TO THE
 NN0268'EAST, 100 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60
 NN0268'FEET NORTH OF THE ANGLE POLE IN A POWER-TRANSMISSION LINE, AND
 NN0268'2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 1976.692 G
 NN0268'19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NN0268'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1260 ***********************************************************************
 NM1260  DESIGNATION -  G 2
 NM1260  PID         -  NM1260
 NM1260  STATE/COUNTY-  NE/PIERCE
 NM1260  COUNTRY     -  US
 NM1260  USGS QUAD   -  PLAINVIEW (2017)
 NM1260
 NM1260                         *CURRENT SURVEY CONTROL
 NM1260  ______________________________________________________________________
 NM1260* NAD 83(1986) POSITION- 42 20 59.     (N) 097 47 43.     (W)   SCALED
 NM1260* NAVD 88 ORTHO HEIGHT -   517.468 (meters)     1697.73  (feet) ADJUSTED
 NM1260  ______________________________________________________________________
 NM1260  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 NM1260  DYNAMIC HEIGHT  -        517.277 (meters)     1697.10  (feet) COMP
 NM1260  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 NM1260
 NM1260  VERT ORDER      -  FIRST     CLASS II
 NM1260
 NM1260.The horizontal coordinates were scaled from a map and have
 NM1260.an estimated accuracy of +/- 6 seconds.
 NM1260
 NM1260.The orthometric height was determined by differential leveling and
 NM1260.adjusted by the NATIONAL GEODETIC SURVEY
 NM1260.in June 1991.
 NM1260
 NM1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1260.GEOID18 height accuracy estimate available here.
 NM1260
 NM1260.Click photographs - Photos may exist for this station.
 NM1260
 NM1260.The dynamic height is computed by dividing the NAVD 88
 NM1260.geopotential number by the normal gravity value computed on the
 NM1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1260.degrees latitude (g = 980.6199 gals.).
 NM1260
 NM1260.The modeled gravity was interpolated from observed gravity values.
 NM1260
 NM1260;                    North         East    Units  Estimated Accuracy
 NM1260;SPC NE       -   281,710.      681,600.      MT  (+/- 180 meters Scaled)
 NM1260
 NM1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM992893(NAD 83)
 NM1260
 NM1260                          SUPERSEDED SURVEY CONTROL
 NM1260
 NM1260  NGVD 29 (??/??/92)  517.281  (m)         1697.11   (f) ADJ UNCH    1 2
 NM1260
 NM1260.Superseded values are not recommended for survey control.
 NM1260
 NM1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1260.See file dsdata.pdf to determine how the superseded data were derived.
 NM1260
 NM1260_MARKER: B = BOLT
 NM1260_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1260_SP_SET: BUILDING
 NM1260_MARK LOGO: NONE
 NM1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1260+STABILITY: SURFACE MOTION
 NM1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1260+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2009
 NM1260
 NM1260  HISTORY     - Date     Condition        Report By
 NM1260  HISTORY     - 1900     MONUMENTED       CGS
 NM1260  HISTORY     - 1946     GOOD             CGS
 NM1260  HISTORY     - 19971130 GOOD             LOCSUR
 NM1260  HISTORY     - 19991025 GOOD             NGS
 NM1260  HISTORY     - 20090425 GOOD             INDIV
 NM1260
 NM1260                          STATION DESCRIPTION
 NM1260
 NM1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1260'AT PLAINVIEW.
 NM1260'AT PLAINVIEW, PIERCE COUNTY, ON THE NORTH SIDE OF LOCUST STREET,
 NM1260'ONE-HALF BLOCK EAST OF MAIN STREET, AT THE BRICK BUILDING OWNED
 NM1260'IN 1934 BY CHRIS JOHNSON AND OCCUPIED BY THE C.L. RUSSELL HARDWARE
 NM1260'STORE IN THE BRICK PILLAR SUPPORTING THE SOUTHEAST CORNER, IN THE
 NM1260'NINTH COURSE OF BRICK ABOVE THE CORNER STONE, AND IN THE MIDDLE
 NM1260'BRICK.  A CHISELED CROSS ON THE END OF A COPPER BOLT.  THE CHISELED
 NM1260'CROSS MARKING THE CENTER OF THIS BENCH MARK WAS NO LONGER
 NM1260'VISIBLE.
 NM1260
 NM1260                          STATION RECOVERY (1997)
 NM1260
 NM1260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NM1260'AT PLAINVIEW, ON THE NORTH SIDE OF LOCUST STREET, ONE-HALF BLOCK EAST
 NM1260'OF MAIN STREET, AT THE BRICK BUILDING PRESENTLY OCCUPIED BY FATS
 NM1260'LOUNGE AT 413 LOCUST STREET, IN THE NINTH COURSE OF BRICK ABOVE THE
 NM1260'CORNER STONE, AND IN THE MIDDLE BRICK, 0.8 FEET (24.4 CM) WEST FROM
 NM1260'THE SOUTHEAST CORNER OF THE BUILDING AT THE ALLEY, 4.7 FEET (1.4 M)
 NM1260'ABOVE THE SURFACE OF THE SIDEWSALK, 40 FEET (12.2 M) NORTH FROM THE
 NM1260'CENTERLINE OF LOCUST STREET, 11 FEET (3.4 M) WEST FROM THE CENTERLINE
 NM1260'OF THE ALLEY.  A 1/2 INCH DIAMETER COPPER BOLT IN A DRILL HOLE
 NM1260'SURROUNDED BY LEAD AND SET HORIZONTALLY IN THE FACE OF THE BUILDING
 NM1260'WITH A SMALL PUNCH MARK FOR THE CENTER POINT.  THE CHISELED CROSS THAT
 NM1260'ORIGINALLY MARKED THE CENTER OF THE BOLT IS NO LONGER VISIBLE.
 NM1260
 NM1260                          STATION RECOVERY (1999)
 NM1260
 NM1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1260'IN PLAINVIEW, AT THE INTERSECTION OF MAIN STREET AND LOCUST AVENUE, A
 NM1260'COPPER BOLT SET VERTICALLY IN THE SOUTH FACE OF FATS LOUNGE, 42.5 M
 NM1260'(139.4 FT) EAST OF THE STREET CENTER, 12.3 M (40.4 FT) NORTH OF THE
 NM1260'AVENUE CENTER, 3.5 M (11.5 FT) WEST OF THE CENTER OF AN ALLEY, AND 1.5
 NM1260'M (4.9 FT) ABOVE THE GROUND SURFACE.
 NM1260
 NM1260                          STATION RECOVERY (2009)
 NM1260
 NM1260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 NM1260'MONUMENT WAS FOUND EXACTLY AS RECORDED IN THE 1997 AND 1999 RECOVERY
 NM1260'REPORTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0188 ***********************************************************************
 NO0188  DESIGNATION -  G 20
 NO0188  PID         -  NO0188
 NO0188  STATE/COUNTY-  NE/CHERRY
 NO0188  COUNTRY     -  US
 NO0188  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0188
 NO0188                         *CURRENT SURVEY CONTROL
 NO0188  ______________________________________________________________________
 NO0188* NAD 83(1986) POSITION- 42 52 48.     (N) 100 33 34.     (W)   SCALED
 NO0188* NAVD 88 ORTHO HEIGHT -   758.476 (meters)     2488.43  (feet) ADJUSTED
 NO0188  ______________________________________________________________________
 NO0188  GEOID HEIGHT    -        -21.873 (meters)                     GEOID18
 NO0188  DYNAMIC HEIGHT  -        758.174 (meters)     2487.44  (feet) COMP
 NO0188  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 NO0188
 NO0188  VERT ORDER      -  FIRST     CLASS II
 NO0188
 NO0188.The horizontal coordinates were scaled from a map and have
 NO0188.an estimated accuracy of +/- 6 seconds.
 NO0188
 NO0188.The orthometric height was determined by differential leveling and
 NO0188.adjusted by the NATIONAL GEODETIC SURVEY
 NO0188.in June 1991.
 NO0188
 NO0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0188.GEOID18 height accuracy estimate available here.
 NO0188
 NO0188.Click photographs - Photos may exist for this station.
 NO0188
 NO0188.The dynamic height is computed by dividing the NAVD 88
 NO0188.geopotential number by the normal gravity value computed on the
 NO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0188.degrees latitude (g = 980.6199 gals.).
 NO0188
 NO0188.The modeled gravity was interpolated from observed gravity values.
 NO0188
 NO0188;                    North         East    Units  Estimated Accuracy
 NO0188;SPC NE       -   338,440.      454,300.      MT  (+/- 180 meters Scaled)
 NO0188
 NO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN726486(NAD 83)
 NO0188
 NO0188                          SUPERSEDED SURVEY CONTROL
 NO0188
 NO0188  NGVD 29 (??/??/92)  758.188  (m)         2487.49   (f) ADJ UNCH    1 2
 NO0188
 NO0188.Superseded values are not recommended for survey control.
 NO0188
 NO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0188.See file dsdata.pdf to determine how the superseded data were derived.
 NO0188
 NO0188_MARKER: DB = BENCH MARK DISK
 NO0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0188_SP_SET: BRIDGE
 NO0188_STAMPING: G 20 1933
 NO0188_MARK LOGO: CGS
 NO0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0188
 NO0188  HISTORY     - Date     Condition        Report By
 NO0188  HISTORY     - 1933     MONUMENTED       CGS
 NO0188  HISTORY     - 1980     MARK NOT FOUND   USGS
 NO0188
 NO0188                          STATION DESCRIPTION
 NO0188
 NO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0188'0.7 MI N FROM VALENTINE.
 NO0188'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE,
 NO0188'CHERRY COUNTY, 12 FEET EAST OF THE SOUTHEAST WING WALL OF THE
 NO0188'BRIDGE OVER MINNECHADUGA CREEK, 30 FEET EAST OF THE CENTER LINE
 NO0188'OF THE HIGHWAY, AND IN THE TOP OF THE OLD CONCRETE BRIDGE PIER
 NO0188'IN LAKE MINNECHADUGA.  A STANDARD DISK, STAMPED G 20 1933.
 NO0188
 NO0188                          STATION RECOVERY (1980)
 NO0188
 NO0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0188'THERE IS NO WINGWALL 30' EAST OF THE CENTER OF THE OLD HWY. THE
 NO0188'WINGWALL MAY BEEN DESTROYED BY HIGH WATER AND IS BURIED UNDER SAND
 NO0188'AND SILT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0753 ***********************************************************************
 LH0753  DESIGNATION -  G 200
 LH0753  PID         -  LH0753
 LH0753  STATE/COUNTY-  NE/FURNAS
 LH0753  COUNTRY     -  US
 LH0753  USGS QUAD   -  BEAVER CITY SE (2017)
 LH0753
 LH0753                         *CURRENT SURVEY CONTROL
 LH0753  ______________________________________________________________________
 LH0753* NAD 83(1986) POSITION- 40 07 27.     (N) 099 51 36.     (W)   SCALED
 LH0753* NAVD 88 ORTHO HEIGHT -   664.501 (meters)     2180.12  (feet) ADJUSTED
 LH0753  ______________________________________________________________________
 LH0753  GEOID HEIGHT    -        -24.659 (meters)                     GEOID18
 LH0753  DYNAMIC HEIGHT  -        664.077 (meters)     2178.73  (feet) COMP
 LH0753  MODELED GRAVITY -    979,966.0   (mgal)                       NAVD 88
 LH0753
 LH0753  VERT ORDER      -  SECOND    CLASS 0
 LH0753
 LH0753.The horizontal coordinates were scaled from a map and have
 LH0753.an estimated accuracy of +/- 6 seconds.
 LH0753
 LH0753.The orthometric height was determined by differential leveling and
 LH0753.adjusted by the NATIONAL GEODETIC SURVEY
 LH0753.in June 1991.
 LH0753
 LH0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0753.GEOID18 height accuracy estimate available here.
 LH0753
 LH0753.Click photographs - Photos may exist for this station.
 LH0753
 LH0753.The dynamic height is computed by dividing the NAVD 88
 LH0753.geopotential number by the normal gravity value computed on the
 LH0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0753.degrees latitude (g = 980.6199 gals.).
 LH0753
 LH0753.The modeled gravity was interpolated from observed gravity values.
 LH0753
 LH0753;                    North         East    Units  Estimated Accuracy
 LH0753;SPC NE       -    32,300.      511,930.      MT  (+/- 180 meters Scaled)
 LH0753
 LH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK267418(NAD 83)
 LH0753
 LH0753                          SUPERSEDED SURVEY CONTROL
 LH0753
 LH0753  NGVD 29 (??/??/92)  664.237  (m)         2179.25   (f) ADJ UNCH    2 0
 LH0753
 LH0753.Superseded values are not recommended for survey control.
 LH0753
 LH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0753.See file dsdata.pdf to determine how the superseded data were derived.
 LH0753
 LH0753_MARKER: DB = BENCH MARK DISK
 LH0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0753_STAMPING: G 200 1934
 LH0753_MARK LOGO: CGS
 LH0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0753+STABILITY: SURFACE MOTION
 LH0753
 LH0753  HISTORY     - Date     Condition        Report By
 LH0753  HISTORY     - 1934     MONUMENTED       CGS
 LH0753  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0753
 LH0753                          STATION DESCRIPTION
 LH0753
 LH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0753'5.9 MI E FROM HENDLEY.
 LH0753'ABOUT 5.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0753'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LH0753'7-1/2 POLES WEST OF MILEPOST 22, AT THE WEST END OF A CUT,
 LH0753'AT A ROAD CROSSING, 21 FEET EAST OF THE ROAD, AND 15 FEET
 LH0753'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LH0753'G 200 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0753
 LH0753                          STATION RECOVERY (1986)
 LH0753
 LH0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0753'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0703 ***********************************************************************
 LH0703  DESIGNATION -  G 201
 LH0703  PID         -  LH0703
 LH0703  STATE/COUNTY-  NE/HARLAN
 LH0703  COUNTRY     -  US
 LH0703  USGS QUAD   -  ALMA (2017)
 LH0703
 LH0703                         *CURRENT SURVEY CONTROL
 LH0703  ______________________________________________________________________
 LH0703* NAD 83(1986) POSITION- 40 01 02.     (N) 099 20 41.     (W)   SCALED
 LH0703* NAVD 88 ORTHO HEIGHT -   599.728 (meters)     1967.61  (feet) ADJUSTED
 LH0703  ______________________________________________________________________
 LH0703  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 LH0703  DYNAMIC HEIGHT  -        599.347 (meters)     1966.36  (feet) COMP
 LH0703  MODELED GRAVITY -    979,972.0   (mgal)                       NAVD 88
 LH0703
 LH0703  VERT ORDER      -  SECOND    CLASS 0
 LH0703
 LH0703.The horizontal coordinates were scaled from a map and have
 LH0703.an estimated accuracy of +/- 6 seconds.
 LH0703
 LH0703.The orthometric height was determined by differential leveling and
 LH0703.adjusted by the NATIONAL GEODETIC SURVEY
 LH0703.in June 1991.
 LH0703
 LH0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0703.GEOID18 height accuracy estimate available here.
 LH0703
 LH0703.Click photographs - Photos may exist for this station.
 LH0703
 LH0703.The dynamic height is computed by dividing the NAVD 88
 LH0703.geopotential number by the normal gravity value computed on the
 LH0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0703.degrees latitude (g = 980.6199 gals.).
 LH0703
 LH0703.The modeled gravity was interpolated from observed gravity values.
 LH0703
 LH0703;                    North         East    Units  Estimated Accuracy
 LH0703;SPC NE       -    20,630.      555,940.      MT  (+/- 180 meters Scaled)
 LH0703
 LH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK705297(NAD 83)
 LH0703
 LH0703                          SUPERSEDED SURVEY CONTROL
 LH0703
 LH0703  NGVD 29 (??/??/92)  599.478  (m)         1966.79   (f) ADJ UNCH    2 0
 LH0703
 LH0703.Superseded values are not recommended for survey control.
 LH0703
 LH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0703.See file dsdata.pdf to determine how the superseded data were derived.
 LH0703
 LH0703_MARKER: DB = BENCH MARK DISK
 LH0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0703_STAMPING: G 201 1934
 LH0703_MARK LOGO: CGS
 LH0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0703+STABILITY: SURFACE MOTION
 LH0703
 LH0703  HISTORY     - Date     Condition        Report By
 LH0703  HISTORY     - 1934     MONUMENTED       CGS
 LH0703  HISTORY     - 1953     GOOD             USGS
 LH0703
 LH0703                          STATION DESCRIPTION
 LH0703
 LH0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0703'4.6 MI NE FROM WOODRUFF.
 LH0703'IN HARLAN COUNTY, NEBRASKA, 4.6 MILES NORTHEAST ALONG THE OLD
 LH0703'ROADBED OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE
 LH0703'STATION AT WOODRUFF, PHILLIPS COUNTY, KANSAS, 900 FEET NORTHEAST
 LH0703'OF A LARGE TRESTLE, 100 FEET NORTHEAST OF THE NORTHEAST END
 LH0703'OF A FILL, 45 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 LH0703'ROADBED, AND IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 LH0703'STAMPED G 201 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0703
 LH0703                          STATION RECOVERY (1953)
 LH0703
 LH0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LH0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0074 ***********************************************************************
 LJ0074  DESIGNATION -  G 206
 LJ0074  PID         -  LJ0074
 LJ0074  STATE/COUNTY-  NE/HITCHCOCK
 LJ0074  COUNTRY     -  US
 LJ0074  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0074
 LJ0074                         *CURRENT SURVEY CONTROL
 LJ0074  ______________________________________________________________________
 LJ0074* NAD 83(1986) POSITION- 40 12 30.     (N) 100 52 47.     (W)   SCALED
 LJ0074* NAVD 88 ORTHO HEIGHT -   792.960 (meters)     2601.57  (feet) ADJUSTED
 LJ0074  ______________________________________________________________________
 LJ0074  GEOID HEIGHT    -        -23.714 (meters)                     GEOID18
 LJ0074  DYNAMIC HEIGHT  -        792.428 (meters)     2599.82  (feet) COMP
 LJ0074  MODELED GRAVITY -    979,928.8   (mgal)                       NAVD 88
 LJ0074
 LJ0074  VERT ORDER      -  SECOND    CLASS 0
 LJ0074
 LJ0074.The horizontal coordinates were scaled from a map and have
 LJ0074.an estimated accuracy of +/- 6 seconds.
 LJ0074
 LJ0074.The orthometric height was determined by differential leveling and
 LJ0074.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0074.in June 1991.
 LJ0074
 LJ0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0074.GEOID18 height accuracy estimate available here.
 LJ0074
 LJ0074.Click photographs - Photos may exist for this station.
 LJ0074
 LJ0074.The dynamic height is computed by dividing the NAVD 88
 LJ0074.geopotential number by the normal gravity value computed on the
 LJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0074.degrees latitude (g = 980.6199 gals.).
 LJ0074
 LJ0074.The modeled gravity was interpolated from observed gravity values.
 LJ0074
 LJ0074;                    North         East    Units  Estimated Accuracy
 LJ0074;SPC NE       -    42,020.      425,110.      MT  (+/- 180 meters Scaled)
 LJ0074
 LJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK400525(NAD 83)
 LJ0074
 LJ0074                          SUPERSEDED SURVEY CONTROL
 LJ0074
 LJ0074  NGVD 29 (??/??/92)  792.639  (m)         2600.52   (f) ADJ UNCH    2 0
 LJ0074
 LJ0074.Superseded values are not recommended for survey control.
 LJ0074
 LJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0074.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0074
 LJ0074_MARKER: DB = BENCH MARK DISK
 LJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0074_STAMPING: G 206 1939
 LJ0074_MARK LOGO: CGS
 LJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0074+STABILITY: SURFACE MOTION
 LJ0074
 LJ0074  HISTORY     - Date     Condition        Report By
 LJ0074  HISTORY     - 1939     MONUMENTED       CGS
 LJ0074  HISTORY     - 1971     GOOD             NGS
 LJ0074
 LJ0074                          STATION DESCRIPTION
 LJ0074
 LJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0074'3.7 MI W FROM CULBERTSON.
 LJ0074'3.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0074'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 99 FEET
 LJ0074'SOUTHWEST OF MILEPOST 302, AT BRIDGE 302.02, 71 FEET SOUTH OF
 LJ0074'THE CENTERLINE OF THE TRACK, IN THE TOP OF THE CONCRETE CORNER
 LJ0074'POST OF THE RIGHT-OF-WAY FENCE, 5 FEET ABOVE THE GROUND, AND
 LJ0074'4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LJ0074'G 206 1939.
 LJ0074
 LJ0074                          STATION RECOVERY (1971)
 LJ0074
 LJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LJ0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0504 ***********************************************************************
 LG0504  DESIGNATION -  G 207
 LG0504  PID         -  LG0504
 LG0504  STATE/COUNTY-  NE/SEWARD
 LG0504  COUNTRY     -  US
 LG0504  USGS QUAD   -  MILFORD (2017)
 LG0504
 LG0504                         *CURRENT SURVEY CONTROL
 LG0504  ______________________________________________________________________
 LG0504* NAD 83(1986) POSITION- 40 51 36.     (N) 097 05 09.     (W)   SCALED
 LG0504* NAVD 88 ORTHO HEIGHT -   440.759 (meters)     1446.06  (feet) ADJUSTED
 LG0504  ______________________________________________________________________
 LG0504  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 LG0504  DYNAMIC HEIGHT  -        440.523 (meters)     1445.28  (feet) COMP
 LG0504  MODELED GRAVITY -    980,074.5   (mgal)                       NAVD 88
 LG0504
 LG0504  VERT ORDER      -  SECOND    CLASS 0
 LG0504
 LG0504.The horizontal coordinates were scaled from a map and have
 LG0504.an estimated accuracy of +/- 6 seconds.
 LG0504
 LG0504.The orthometric height was determined by differential leveling and
 LG0504.adjusted by the NATIONAL GEODETIC SURVEY
 LG0504.in June 1991.
 LG0504
 LG0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0504.GEOID18 height accuracy estimate available here.
 LG0504
 LG0504.Click photographs - Photos may exist for this station.
 LG0504
 LG0504.The dynamic height is computed by dividing the NAVD 88
 LG0504.geopotential number by the normal gravity value computed on the
 LG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0504.degrees latitude (g = 980.6199 gals.).
 LG0504
 LG0504.The modeled gravity was interpolated from observed gravity values.
 LG0504
 LG0504;                    North         East    Units  Estimated Accuracy
 LG0504;SPC NE       -   118,130.      745,590.      MT  (+/- 180 meters Scaled)
 LG0504
 LG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL613249(NAD 83)
 LG0504
 LG0504                          SUPERSEDED SURVEY CONTROL
 LG0504
 LG0504  NGVD 29 (??/??/92)  440.578  (m)         1445.46   (f) ADJ UNCH    2 0
 LG0504
 LG0504.Superseded values are not recommended for survey control.
 LG0504
 LG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0504.See file dsdata.pdf to determine how the superseded data were derived.
 LG0504
 LG0504_MARKER: DB = BENCH MARK DISK
 LG0504_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0504+WITH SETTING: PAVEMENT
 LG0504_SP_SET: SIGNAL BASE
 LG0504_STAMPING: G 207 1939
 LG0504_MARK LOGO: CGS
 LG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0504+STABILITY: SURFACE MOTION
 LG0504
 LG0504  HISTORY     - Date     Condition        Report By
 LG0504  HISTORY     - 1939     MONUMENTED       CGS
 LG0504
 LG0504                          STATION DESCRIPTION
 LG0504
 LG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0504'2.1 MI N FROM RUBY.
 LG0504'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0504'FROM THE STATION AT RUBY, SEWARD COUNTY, 510 FEET NORTH OF A
 LG0504'ROAD CROSSING, 13 FEET NORTH OF MILEPOST 26, IN THE TOP OF A
 LG0504'SIGNAL TOWER BASE, 9 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LG0504'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LG0504'DISK, STAMPED G 207 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0339 ***********************************************************************
 LG0339  DESIGNATION -  G 209
 LG0339  PID         -  LG0339
 LG0339  STATE/COUNTY-  NE/SALINE
 LG0339  COUNTRY     -  US
 LG0339  USGS QUAD   -  CRETE SOUTH (2017)
 LG0339
 LG0339                         *CURRENT SURVEY CONTROL
 LG0339  ______________________________________________________________________
 LG0339* NAD 83(1986) POSITION- 40 37 27.     (N) 096 58 29.     (W)   SCALED
 LG0339* NAVD 88 ORTHO HEIGHT -   413.199 (meters)     1355.64  (feet) ADJUSTED
 LG0339  ______________________________________________________________________
 LG0339  GEOID HEIGHT    -        -26.563 (meters)                     GEOID18
 LG0339  DYNAMIC HEIGHT  -        412.987 (meters)     1354.94  (feet) COMP
 LG0339  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 LG0339
 LG0339  VERT ORDER      -  FIRST     CLASS II
 LG0339
 LG0339.The horizontal coordinates were scaled from a map and have
 LG0339.an estimated accuracy of +/- 6 seconds.
 LG0339
 LG0339.The orthometric height was determined by differential leveling and
 LG0339.adjusted by the NATIONAL GEODETIC SURVEY
 LG0339.in May 1993.
 LG0339
 LG0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0339.GEOID18 height accuracy estimate available here.
 LG0339
 LG0339.Click photographs - Photos may exist for this station.
 LG0339
 LG0339.The dynamic height is computed by dividing the NAVD 88
 LG0339.geopotential number by the normal gravity value computed on the
 LG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0339.degrees latitude (g = 980.6199 gals.).
 LG0339
 LG0339.The modeled gravity was interpolated from observed gravity values.
 LG0339
 LG0339;                    North         East    Units  Estimated Accuracy
 LG0339;SPC NE       -    92,280.      755,860.      MT  (+/- 180 meters Scaled)
 LG0339
 LG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK712990(NAD 83)
 LG0339
 LG0339                          SUPERSEDED SURVEY CONTROL
 LG0339
 LG0339  NAVD 88 (06/15/91)  413.224  (m)         1355.72   (f) SUPERSEDED  1 2
 LG0339  NGVD 29 (??/??/92)  413.091  (m)         1355.28   (f) ADJ UNCH    1 2
 LG0339
 LG0339.Superseded values are not recommended for survey control.
 LG0339
 LG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0339.See file dsdata.pdf to determine how the superseded data were derived.
 LG0339
 LG0339_MARKER: DB = BENCH MARK DISK
 LG0339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0339_SP_SET: ABUTMENT
 LG0339_STAMPING: G 209 1940
 LG0339_MARK LOGO: CGS
 LG0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0339+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0339
 LG0339  HISTORY     - Date     Condition        Report By
 LG0339  HISTORY     - 1940     MONUMENTED       CGS
 LG0339  HISTORY     - 19861117 GOOD             NGS
 LG0339  HISTORY     - 19911009 GOOD             NGS
 LG0339
 LG0339                          STATION DESCRIPTION
 LG0339
 LG0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0339'0.7 MI W FROM CRETE.
 LG0339'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0339'FROM THE STATION AT CRETE, SALINE COUNTY, AT THE EAST END OF
 LG0339'BRIDGE 80.42 OVER BLUE RIVER, AND IN THE TOP OF THE NORTH
 LG0339'ABUTMENT.  A STANDARD DISK, STAMPED G 209 1940.
 LG0339
 LG0339                          STATION RECOVERY (1986)
 LG0339
 LG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0339'RECOVERED IN GOOD CONDITION.
 LG0339
 LG0339                          STATION RECOVERY (1991)
 LG0339
 LG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0339'IN CRETE, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 LG0339'THE BIG BLUE RIVER, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH
 LG0339'END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 LG0339'RIVER, 1.0 M (3.3 FT) NORTH OF THE NEAR RAIL, AND 0.2 M (0.7 FT)
 LG0339'BELOW THE LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DISK IS THROUGH A
 LG0339'4-INCH SQUARE HOLE IN A WOODEN WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0085 ***********************************************************************
 NO0085  DESIGNATION -  G 21
 NO0085  PID         -  NO0085
 NO0085  STATE/COUNTY-  NE/CHERRY
 NO0085  COUNTRY     -  US
 NO0085  USGS QUAD   -  SQUARE LAKE (2017)
 NO0085
 NO0085                         *CURRENT SURVEY CONTROL
 NO0085  ______________________________________________________________________
 NO0085* NAD 83(1986) POSITION- 42 26 04.51   (N) 100 57 40.29   (W)   HD_HELD1
 NO0085* NAVD 88 ORTHO HEIGHT -   945.961 (meters)     3103.54  (feet) ADJUSTED
 NO0085  ______________________________________________________________________
 NO0085  GEOID HEIGHT    -        -20.583 (meters)                     GEOID18
 NO0085  DYNAMIC HEIGHT  -        945.519 (meters)     3102.09  (feet) COMP
 NO0085  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 NO0085
 NO0085  VERT ORDER      -  FIRST     CLASS II
 NO0085
 NO0085.The horizontal coordinates were determined by differentially corrected
 NO0085.hand held GPS observations or other comparable positioning techniques
 NO0085.and have an estimated accuracy of +/- 3 meters.
 NO0085
 NO0085.The orthometric height was determined by differential leveling and
 NO0085.adjusted by the NATIONAL GEODETIC SURVEY
 NO0085.in June 1991.
 NO0085
 NO0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0085.GEOID18 height accuracy estimate available here.
 NO0085
 NO0085.Click photographs - Photos may exist for this station.
 NO0085
 NO0085.The dynamic height is computed by dividing the NAVD 88
 NO0085.geopotential number by the normal gravity value computed on the
 NO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0085.degrees latitude (g = 980.6199 gals.).
 NO0085
 NO0085.The modeled gravity was interpolated from observed gravity values.
 NO0085
 NO0085;                    North         East    Units  Estimated Accuracy
 NO0085;SPC NE       -   289,257.6     420,926.9     MT  (+/- 3 meters HH1 GPS) 
 NO0085
 NO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3868599892(NAD 83)
 NO0085
 NO0085                          SUPERSEDED SURVEY CONTROL
 NO0085
 NO0085  NGVD 29 (??/??/92)  945.651  (m)         3102.52   (f) ADJ UNCH    1 2
 NO0085
 NO0085.Superseded values are not recommended for survey control.
 NO0085
 NO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0085.See file dsdata.pdf to determine how the superseded data were derived.
 NO0085
 NO0085_MARKER: DB = BENCH MARK DISK
 NO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0085_STAMPING: 3102.523 G 21 1933
 NO0085_MARK LOGO: CGS
 NO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0085+STABILITY: SURFACE MOTION
 NO0085
 NO0085  HISTORY     - Date     Condition        Report By
 NO0085  HISTORY     - 1933     MONUMENTED       CGS
 NO0085  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 NO0085  HISTORY     - 19850718 MARK NOT FOUND   USPSQD
 NO0085
 NO0085                          STATION DESCRIPTION
 NO0085
 NO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0085'31 MI N FROM MULLENS.
 NO0085'IN CHERRY COUNTY, 31.0 MILES NORTH ALONG A DIRT ROAD FROM
 NO0085'MULLEN, HOOKER COUNTY, 4.0 MILES SOUTHWEST OF SQUARE LAKE, 1.4
 NO0085'MILES WEST OF MUD LAKE, AT A STOCK-WATERING PLACE, 225 FEET
 NO0085'SOUTH OF A WINDMILL, 30 FEET NORTH OF THE ROAD, AND 100 FEET
 NO0085'NORTH OF THE ABANDONED HIGHWAY.  A STANDARD DISK, STAMPED 3102.523
 NO0085'G 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 18
 NO0085'INCHES ABOVE GROUND.
 NO0085
 NO0085                          STATION RECOVERY (1970)
 NO0085
 NO0085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 NO0085'MARK NOT FOUND.
 NO0085
 NO0085                          STATION RECOVERY (1985)
 NO0085
 NO0085'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1227 ***********************************************************************
 MK1227  DESIGNATION -  G 210
 MK1227  PID         -  MK1227
 MK1227  STATE/COUNTY-  NE/PLATTE
 MK1227  COUNTRY     -  US
 MK1227  USGS QUAD   -  DUNCAN (2017)
 MK1227
 MK1227                         *CURRENT SURVEY CONTROL
 MK1227  ______________________________________________________________________
 MK1227* NAD 83(1986) POSITION- 41 25 31.     (N) 097 23 13.     (W)   SCALED
 MK1227* NAVD 88 ORTHO HEIGHT -   442.033 (meters)     1450.24  (feet) ADJUSTED
 MK1227  ______________________________________________________________________
 MK1227  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 MK1227  DYNAMIC HEIGHT  -        441.840 (meters)     1449.60  (feet) COMP
 MK1227  MODELED GRAVITY -    980,172.1   (mgal)                       NAVD 88
 MK1227
 MK1227  VERT ORDER      -  FIRST     CLASS II
 MK1227
 MK1227.The horizontal coordinates were scaled from a map and have
 MK1227.an estimated accuracy of +/- 6 seconds.
 MK1227
 MK1227.The orthometric height was determined by differential leveling and
 MK1227.adjusted by the NATIONAL GEODETIC SURVEY
 MK1227.in June 1991.
 MK1227
 MK1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1227.GEOID18 height accuracy estimate available here.
 MK1227
 MK1227.Click photographs - Photos may exist for this station.
 MK1227
 MK1227.The dynamic height is computed by dividing the NAVD 88
 MK1227.geopotential number by the normal gravity value computed on the
 MK1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1227.degrees latitude (g = 980.6199 gals.).
 MK1227
 MK1227.The modeled gravity was interpolated from observed gravity values.
 MK1227
 MK1227;                    North         East    Units  Estimated Accuracy
 MK1227;SPC NE       -   180,050.      718,320.      MT  (+/- 180 meters Scaled)
 MK1227
 MK1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL347872(NAD 83)
 MK1227
 MK1227                          SUPERSEDED SURVEY CONTROL
 MK1227
 MK1227  NGVD 29 (??/??/92)  441.844  (m)         1449.62   (f) ADJ UNCH    1 2
 MK1227
 MK1227.Superseded values are not recommended for survey control.
 MK1227
 MK1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1227.See file dsdata.pdf to determine how the superseded data were derived.
 MK1227
 MK1227_MARKER: DB = BENCH MARK DISK
 MK1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1227_STAMPING: G 210 1940
 MK1227_MARK LOGO: CGS
 MK1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1227+STABILITY: SURFACE MOTION
 MK1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1227+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2009
 MK1227
 MK1227  HISTORY     - Date     Condition        Report By
 MK1227  HISTORY     - 1940     MONUMENTED       CGS
 MK1227  HISTORY     - 20090507 GOOD             NEGS
 MK1227
 MK1227                          STATION DESCRIPTION
 MK1227
 MK1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1227'1.5 MI W FROM COLUMBUS.
 MK1227'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 100
 MK1227'FEET SOUTH OF THE CENTERLINE OF THE SOUTH MAIN TRACK, 9.0 FEET
 MK1227'EAST OF MILEPOST NO. 86, 3.0 FEET WEST OF 4 X 4 INCH WHITE
 MK1227'WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
 MK1227
 MK1227                          STATION RECOVERY (2009)
 MK1227
 MK1227'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2009 (JPC)
 MK1227'DESCRIBED BY THE NEBRASKA DEPARTMENT OF ROADS 2009
 MK1227'1.5 MILES WEST FROM COLUMBUS.
 MK1227'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD. IT IS
 MK1227'100 FEET SOUTH OF THE CENTERLINE OF THE SOUTH MAIN TRACK, 9.0 FEET
 MK1227'EAST OF MILEPOST NO. 86, 47 FEET EAST OF A NORTH-SOUTH POWERLINE, 1.0
 MK1227'FT. NORTH OF A FIBERGLASS WITNESS POST AND PRJECTS 0.1 FT. ABOVE THE
 MK1227'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1386 ***********************************************************************
 MK1386  DESIGNATION -  G 211
 MK1386  PID         -  MK1386
 MK1386  STATE/COUNTY-  NE/MERRICK
 MK1386  COUNTRY     -  US
 MK1386  USGS QUAD   -  SILVER CREEK (2017)
 MK1386
 MK1386                         *CURRENT SURVEY CONTROL
 MK1386  ______________________________________________________________________
 MK1386* NAD 83(1986) POSITION- 41 17 05.     (N) 097 43 11.     (W)   SCALED
 MK1386* NAVD 88 ORTHO HEIGHT -   478.254 (meters)     1569.07  (feet) ADJUSTED
 MK1386  ______________________________________________________________________
 MK1386  GEOID HEIGHT    -        -25.309 (meters)                     GEOID18
 MK1386  DYNAMIC HEIGHT  -        478.030 (meters)     1568.34  (feet) COMP
 MK1386  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 MK1386
 MK1386  VERT ORDER      -  FIRST     CLASS II
 MK1386
 MK1386.The horizontal coordinates were scaled from a map and have
 MK1386.an estimated accuracy of +/- 6 seconds.
 MK1386
 MK1386.The orthometric height was determined by differential leveling and
 MK1386.adjusted by the NATIONAL GEODETIC SURVEY
 MK1386.in June 1991.
 MK1386
 MK1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1386.GEOID18 height accuracy estimate available here.
 MK1386
 MK1386.Click photographs - Photos may exist for this station.
 MK1386
 MK1386.The dynamic height is computed by dividing the NAVD 88
 MK1386.geopotential number by the normal gravity value computed on the
 MK1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1386.degrees latitude (g = 980.6199 gals.).
 MK1386
 MK1386.The modeled gravity was interpolated from observed gravity values.
 MK1386
 MK1386;                    North         East    Units  Estimated Accuracy
 MK1386;SPC NE       -   163,660.      690,940.      MT  (+/- 180 meters Scaled)
 MK1386
 MK1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL072711(NAD 83)
 MK1386
 MK1386                          SUPERSEDED SURVEY CONTROL
 MK1386
 MK1386  NGVD 29 (??/??/92)  478.051  (m)         1568.41   (f) ADJ UNCH    1 2
 MK1386
 MK1386.Superseded values are not recommended for survey control.
 MK1386
 MK1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1386.See file dsdata.pdf to determine how the superseded data were derived.
 MK1386
 MK1386_MARKER: DB = BENCH MARK DISK
 MK1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1386_STAMPING: G 211 1940
 MK1386_MARK LOGO: CGS
 MK1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1386+STABILITY: SURFACE MOTION
 MK1386
 MK1386  HISTORY     - Date     Condition        Report By
 MK1386  HISTORY     - 1940     MONUMENTED       CGS
 MK1386
 MK1386                          STATION DESCRIPTION
 MK1386
 MK1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1386'3.7 MI SW FROM SILVER CREEK.
 MK1386'3.7 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1386'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1386'NO. 30, 55 FEET NORTH OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1386'CENTERLINE OF SOUTH MAIN TRACK, 23.5 FEET NORTHEAST OF MILEPOST NO.
 MK1386'106, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1386'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1136 ***********************************************************************
 NM1136  DESIGNATION -  G 212
 NM1136  PID         -  NM1136
 NM1136  STATE/COUNTY-  NE/MADISON
 NM1136  COUNTRY     -  US
 NM1136  USGS QUAD   -  NORFOLK (2017)
 NM1136
 NM1136                         *CURRENT SURVEY CONTROL
 NM1136  ______________________________________________________________________
 NM1136* NAD 83(1986) POSITION- 42 02 01.     (N) 097 24 50.     (W)   SCALED
 NM1136* NAVD 88 ORTHO HEIGHT -   464.753 (meters)     1524.78  (feet) ADJUSTED
 NM1136  ______________________________________________________________________
 NM1136  GEOID HEIGHT    -        -24.802 (meters)                     GEOID18
 NM1136  DYNAMIC HEIGHT  -        464.570 (meters)     1524.18  (feet) COMP
 NM1136  MODELED GRAVITY -    980,215.6   (mgal)                       NAVD 88
 NM1136
 NM1136  VERT ORDER      -  FIRST     CLASS II
 NM1136
 NM1136.The horizontal coordinates were scaled from a map and have
 NM1136.an estimated accuracy of +/- 6 seconds.
 NM1136
 NM1136.The orthometric height was determined by differential leveling and
 NM1136.adjusted by the NATIONAL GEODETIC SURVEY
 NM1136.in June 1991.
 NM1136
 NM1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1136.GEOID18 height accuracy estimate available here.
 NM1136
 NM1136.Click photographs - Photos may exist for this station.
 NM1136
 NM1136.The dynamic height is computed by dividing the NAVD 88
 NM1136.geopotential number by the normal gravity value computed on the
 NM1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1136.degrees latitude (g = 980.6199 gals.).
 NM1136
 NM1136.The modeled gravity was interpolated from observed gravity values.
 NM1136
 NM1136;                    North         East    Units  Estimated Accuracy
 NM1136;SPC NE       -   247,490.      714,050.      MT  (+/- 180 meters Scaled)
 NM1136
 NM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM312547(NAD 83)
 NM1136
 NM1136                          SUPERSEDED SURVEY CONTROL
 NM1136
 NM1136  NGVD 29 (??/??/92)  464.570  (m)         1524.18   (f) ADJ UNCH    1 2
 NM1136
 NM1136.Superseded values are not recommended for survey control.
 NM1136
 NM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1136.See file dsdata.pdf to determine how the superseded data were derived.
 NM1136
 NM1136_MARKER: DB = BENCH MARK DISK
 NM1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1136_SP_SET: BUILDING
 NM1136_STAMPING: G 212 1940
 NM1136_MARK LOGO: CGS
 NM1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1136
 NM1136  HISTORY     - Date     Condition        Report By
 NM1136  HISTORY     - 1940     MONUMENTED       CGS
 NM1136  HISTORY     - 1972     GOOD
 NM1136  HISTORY     - 20140808 MARK NOT FOUND   GEOCAC
 NM1136
 NM1136                          STATION DESCRIPTION
 NM1136
 NM1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1136'AT NORFOLK.
 NM1136'AT NORFOLK, MADISON COUNTY, AT THE UNION PACIFIC RAILROAD STATION,
 NM1136'IN THE NORTH BRICK WALL, 49.4 FEET EAST OF THE NORTHWEST CORNER
 NM1136'OF THE STATION, 31 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 NM1136'MAIN TRACK, 5.2 FEET WEST OF THE EAST ENTRANCE TO THE WAITING
 NM1136'ROOM, AND 4.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 NM1136'G 212 1940 AND SET VERTICALLY.
 NM1136
 NM1136                          STATION RECOVERY (1972)
 NM1136
 NM1136'RECOVERED 1972
 NM1136'RECOVERED IN GOOD CONDITION.
 NM1136
 NM1136                          STATION RECOVERY (2014)
 NM1136
 NM1136'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 NM1136'THE BUILDING HAS BEEN RAZED, AND THE MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1131 ***********************************************************************
 MK1131  DESIGNATION -  G 213
 MK1131  PID         -  MK1131
 MK1131  STATE/COUNTY-  NE/PLATTE
 MK1131  COUNTRY     -  US
 MK1131  USGS QUAD   -  HUMPHREY (2017)
 MK1131
 MK1131                         *CURRENT SURVEY CONTROL
 MK1131  ______________________________________________________________________
 MK1131* NAD 83(1986) POSITION- 41 43 45.     (N) 097 29 09.     (W)   SCALED
 MK1131* NAVD 88 ORTHO HEIGHT -   515.935 (meters)     1692.70  (feet) ADJUSTED
 MK1131  ______________________________________________________________________
 MK1131  GEOID HEIGHT    -        -24.777 (meters)                     GEOID18
 MK1131  DYNAMIC HEIGHT  -        515.717 (meters)     1691.98  (feet) COMP
 MK1131  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 MK1131
 MK1131  VERT ORDER      -  FIRST     CLASS II
 MK1131
 MK1131.The horizontal coordinates were scaled from a map and have
 MK1131.an estimated accuracy of +/- 6 seconds.
 MK1131
 MK1131.The orthometric height was determined by differential leveling and
 MK1131.adjusted by the NATIONAL GEODETIC SURVEY
 MK1131.in June 1991.
 MK1131
 MK1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1131.GEOID18 height accuracy estimate available here.
 MK1131
 MK1131.Click photographs - Photos may exist for this station.
 MK1131
 MK1131.The dynamic height is computed by dividing the NAVD 88
 MK1131.geopotential number by the normal gravity value computed on the
 MK1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1131.degrees latitude (g = 980.6199 gals.).
 MK1131
 MK1131.The modeled gravity was interpolated from observed gravity values.
 MK1131
 MK1131;                    North         East    Units  Estimated Accuracy
 MK1131;SPC NE       -   213,530.      709,080.      MT  (+/- 180 meters Scaled)
 MK1131
 MK1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM259208(NAD 83)
 MK1131
 MK1131                          SUPERSEDED SURVEY CONTROL
 MK1131
 MK1131  NGVD 29 (??/??/92)  515.743  (m)         1692.07   (f) ADJ UNCH    1 2
 MK1131
 MK1131.Superseded values are not recommended for survey control.
 MK1131
 MK1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1131.See file dsdata.pdf to determine how the superseded data were derived.
 MK1131
 MK1131_MARKER: DB = BENCH MARK DISK
 MK1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1131_STAMPING: G 213 1940
 MK1131_MARK LOGO: CGS
 MK1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1131+STABILITY: SURFACE MOTION
 MK1131
 MK1131  HISTORY     - Date     Condition        Report By
 MK1131  HISTORY     - 1940     MONUMENTED       CGS
 MK1131
 MK1131                          STATION DESCRIPTION
 MK1131
 MK1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1131'2.6 MI N FROM HUMPHREY.
 MK1131'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 108
 MK1131'FEET NORTHWEST OF THE CENTER OF INTERSECTION OF EAST-WEST GRAVEL
 MK1131'ROAD AND TRACK, 94 FEET NORTH OF CENTERLINE OF ROAD, 45.5 FEET
 MK1131'WEST OF CENTERLINE OF TRACK, 3.5 FEET SOUTH OF 4 X 4 INCH WHITE
 MK1131'WOODEN POST PROJECTING 2.0 FEET, 1.0 FOOT EAST OF RIGHT-OF-WAY
 MK1131'FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1125 ***********************************************************************
 MK1125  DESIGNATION -  G 214
 MK1125  PID         -  MK1125
 MK1125  STATE/COUNTY-  NE/PLATTE
 MK1125  COUNTRY     -  US
 MK1125  USGS QUAD   -  HUMPHREY (2017)
 MK1125
 MK1125                         *CURRENT SURVEY CONTROL
 MK1125  ______________________________________________________________________
 MK1125* NAD 83(1986) POSITION- 41 40 25.     (N) 097 29 17.     (W)   SCALED
 MK1125* NAVD 88 ORTHO HEIGHT -   504.618 (meters)     1655.57  (feet) ADJUSTED
 MK1125  ______________________________________________________________________
 MK1125  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 MK1125  DYNAMIC HEIGHT  -        504.398 (meters)     1654.85  (feet) COMP
 MK1125  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 MK1125
 MK1125  VERT ORDER      -  FIRST     CLASS II
 MK1125
 MK1125.The horizontal coordinates were scaled from a map and have
 MK1125.an estimated accuracy of +/- 6 seconds.
 MK1125
 MK1125.The orthometric height was determined by differential leveling and
 MK1125.adjusted by the NATIONAL GEODETIC SURVEY
 MK1125.in June 1991.
 MK1125
 MK1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1125.GEOID18 height accuracy estimate available here.
 MK1125
 MK1125.Click photographs - Photos may exist for this station.
 MK1125
 MK1125.The dynamic height is computed by dividing the NAVD 88
 MK1125.geopotential number by the normal gravity value computed on the
 MK1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1125.degrees latitude (g = 980.6199 gals.).
 MK1125
 MK1125.The modeled gravity was interpolated from observed gravity values.
 MK1125
 MK1125;                    North         East    Units  Estimated Accuracy
 MK1125;SPC NE       -   207,360.      709,080.      MT  (+/- 180 meters Scaled)
 MK1125
 MK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM258146(NAD 83)
 MK1125
 MK1125                          SUPERSEDED SURVEY CONTROL
 MK1125
 MK1125  NGVD 29 (??/??/92)  504.422  (m)         1654.92   (f) ADJ UNCH    1 2
 MK1125
 MK1125.Superseded values are not recommended for survey control.
 MK1125
 MK1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1125.See file dsdata.pdf to determine how the superseded data were derived.
 MK1125
 MK1125_MARKER: DB = BENCH MARK DISK
 MK1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1125_STAMPING: G 214 1940
 MK1125_MARK LOGO: CGS
 MK1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1125+STABILITY: SURFACE MOTION
 MK1125
 MK1125  HISTORY     - Date     Condition        Report By
 MK1125  HISTORY     - 1940     MONUMENTED       CGS
 MK1125
 MK1125                          STATION DESCRIPTION
 MK1125
 MK1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1125'1.5 MI S FROM HUMPHREY.
 MK1125'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 0.9
 MK1125'MILE SOUTH OF THE CROSSING OF THE UNION PACIFIC RR. AND THE
 MK1125'CHICAGO AND NORTH WESTERN RR., 88 FEET SOUTHEAST OF THE CENTER
 MK1125'OF INTERSECTION OF EAST-WEST DIRT ROAD AND TRACK, 80 FEET SOUTH
 MK1125'OF CENTERLINE OF ROAD, 45.5 FEET EAST OF CENTERLINE OF TRACK,
 MK1125'4.5 FEET WEST OF RIGHT-OF-WAY FENCE, 3.5 FEET NORTH OF 4 X 4
 MK1125'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1125'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0533 ***********************************************************************
 LF0533  DESIGNATION -  G 215
 LF0533  PID         -  LF0533
 LF0533  STATE/COUNTY-  NE/RICHARDSON
 LF0533  COUNTRY     -  US
 LF0533  USGS QUAD   -  SALEM (2017)
 LF0533
 LF0533                         *CURRENT SURVEY CONTROL
 LF0533  ______________________________________________________________________
 LF0533* NAD 83(1986) POSITION- 40 03 14.     (N) 095 38 01.     (W)   SCALED
 LF0533* NAVD 88 ORTHO HEIGHT -   274.844 (meters)      901.72  (feet) ADJUSTED
 LF0533  ______________________________________________________________________
 LF0533  GEOID HEIGHT    -        -30.412 (meters)                     GEOID18
 LF0533  DYNAMIC HEIGHT  -        274.690 (meters)      901.21  (feet) COMP
 LF0533  MODELED GRAVITY -    980,060.9   (mgal)                       NAVD 88
 LF0533
 LF0533  VERT ORDER      -  SECOND    CLASS 0
 LF0533
 LF0533.The horizontal coordinates were scaled from a map and have
 LF0533.an estimated accuracy of +/- 6 seconds.
 LF0533
 LF0533.The orthometric height was determined by differential leveling and
 LF0533.adjusted by the NATIONAL GEODETIC SURVEY
 LF0533.in June 1991.
 LF0533
 LF0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0533.GEOID18 height accuracy estimate available here.
 LF0533
 LF0533.Click photographs - Photos may exist for this station.
 LF0533
 LF0533.The dynamic height is computed by dividing the NAVD 88
 LF0533.geopotential number by the normal gravity value computed on the
 LF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0533.degrees latitude (g = 980.6199 gals.).
 LF0533
 LF0533.The modeled gravity was interpolated from observed gravity values.
 LF0533
 LF0533;                    North         East    Units  Estimated Accuracy
 LF0533;SPC NE       -    33,900.      872,400.      MT  (+/- 180 meters Scaled)
 LF0533
 LF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE753370(NAD 83)
 LF0533
 LF0533                          SUPERSEDED SURVEY CONTROL
 LF0533
 LF0533  NGVD 29 (??/??/92)  274.763  (m)          901.45   (f) ADJ UNCH    2 0
 LF0533
 LF0533.Superseded values are not recommended for survey control.
 LF0533
 LF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0533.See file dsdata.pdf to determine how the superseded data were derived.
 LF0533
 LF0533_MARKER: DB = BENCH MARK DISK
 LF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0533_STAMPING: G 215 1945
 LF0533_MARK LOGO: CGS
 LF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0533+STABILITY: SURFACE MOTION
 LF0533
 LF0533  HISTORY     - Date     Condition        Report By
 LF0533  HISTORY     - 1945     MONUMENTED       CGS
 LF0533  HISTORY     - 1964     GOOD             USGS
 LF0533
 LF0533                          STATION DESCRIPTION
 LF0533
 LF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0533'1.7 MI W FROM FALLS CITY.
 LF0533'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0533'FROM THE STATION AT FALLS CITY, AT A ROAD CROSSING, 84.5 FEET
 LF0533'NORTH OF THE CENTERLINE OF THE TRACK, 20 FEET WEST OF THE
 LF0533'CENTERLINE OF THE ROAD, 16 FEET NORTHWEST OF A POLE, 2 FEET
 LF0533'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF THE
 LF0533'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 LF0533'AN IRON BENCH MARK DISK, STAMPED G 215 1945 AND SET IN THE TOP
 LF0533'OF A CONCRETE POST.
 LF0533
 LF0533                          STATION RECOVERY (1964)
 LF0533
 LF0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0179 ***********************************************************************
 NN0179  DESIGNATION -  G 217
 NN0179  PID         -  NN0179
 NN0179  STATE/COUNTY-  NE/HOLT
 NN0179  COUNTRY     -  US
 NN0179  USGS QUAD   -  PAGE (2017)
 NN0179
 NN0179                         *CURRENT SURVEY CONTROL
 NN0179  ______________________________________________________________________
 NN0179* NAD 83(1986) POSITION- 42 23 38.19   (N) 098 29 43.75   (W)   HD_HELD1
 NN0179* NAVD 88 ORTHO HEIGHT -   585.817 (meters)     1921.97  (feet) ADJUSTED
 NN0179  ______________________________________________________________________
 NN0179  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 NN0179  DYNAMIC HEIGHT  -        585.591 (meters)     1921.23  (feet) COMP
 NN0179  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 NN0179
 NN0179  VERT ORDER      -  FIRST     CLASS II
 NN0179
 NN0179.The horizontal coordinates were determined by differentially corrected
 NN0179.hand held GPS observations or other comparable positioning techniques
 NN0179.and have an estimated accuracy of +/- 3 meters.
 NN0179
 NN0179.The orthometric height was determined by differential leveling and
 NN0179.adjusted by the NATIONAL GEODETIC SURVEY
 NN0179.in June 1991.
 NN0179
 NN0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0179.GEOID18 height accuracy estimate available here.
 NN0179
 NN0179.Click photographs - Photos may exist for this station.
 NN0179
 NN0179.The dynamic height is computed by dividing the NAVD 88
 NN0179.geopotential number by the normal gravity value computed on the
 NN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0179.degrees latitude (g = 980.6199 gals.).
 NN0179
 NN0179.The modeled gravity was interpolated from observed gravity values.
 NN0179
 NN0179;                    North         East    Units  Estimated Accuracy
 NN0179;SPC NE       -   285,381.8     623,844.7     MT  (+/- 3 meters HH1 GPS) 
 NN0179
 NN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4152393639(NAD 83)
 NN0179
 NN0179                          SUPERSEDED SURVEY CONTROL
 NN0179
 NN0179  NGVD 29 (??/??/92)  585.618  (m)         1921.32   (f) ADJ UNCH    1 2
 NN0179
 NN0179.Superseded values are not recommended for survey control.
 NN0179
 NN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0179.See file dsdata.pdf to determine how the superseded data were derived.
 NN0179
 NN0179_MARKER: DB = BENCH MARK DISK
 NN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0179_STAMPING: G 217 1946
 NN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0179+STABILITY: SURFACE MOTION
 NN0179
 NN0179  HISTORY     - Date     Condition        Report By
 NN0179  HISTORY     - 1946     MONUMENTED       CGS
 NN0179
 NN0179                          STATION DESCRIPTION
 NN0179
 NN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0179'0.6 MI S FROM PAGE.
 NN0179'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0179'PAGE, HOLT COUNTY, THENCE 4.0 MILES WEST ALONG A GRADED DIRT
 NN0179'ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 49 FEET
 NN0179'NORTH OF THE CENTERLINE OF THE GRADED ROAD, 27 FEET EAST OF
 NN0179'THE CENTERLINE OF THE DIRT ROAD, 12 FEET NORTH OF A FENCE
 NN0179'CORNER, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 NN0179'WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A STANDARD
 NN0179'DISK, STAMPED G 217 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0179'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0334 ***********************************************************************
 NN0334  DESIGNATION -  G 218
 NN0334  PID         -  NN0334
 NN0334  STATE/COUNTY-  NE/HOLT
 NN0334  COUNTRY     -  US
 NN0334  USGS QUAD   -  STUART SE (2017)
 NN0334
 NN0334                         *CURRENT SURVEY CONTROL
 NN0334  ______________________________________________________________________
 NN0334* NAD 83(1986) POSITION- 42 32 41.     (N) 099 00 09.     (W)   SCALED
 NN0334* NAVD 88 ORTHO HEIGHT -   643.362 (meters)     2110.76  (feet) ADJUSTED
 NN0334  ______________________________________________________________________
 NN0334  GEOID HEIGHT    -        -24.102 (meters)                     GEOID18
 NN0334  DYNAMIC HEIGHT  -        643.108 (meters)     2109.93  (feet) COMP
 NN0334  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 NN0334
 NN0334  VERT ORDER      -  FIRST     CLASS II
 NN0334
 NN0334.The horizontal coordinates were scaled from a map and have
 NN0334.an estimated accuracy of +/- 6 seconds.
 NN0334
 NN0334.The orthometric height was determined by differential leveling and
 NN0334.adjusted by the NATIONAL GEODETIC SURVEY
 NN0334.in June 1991.
 NN0334
 NN0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0334.GEOID18 height accuracy estimate available here.
 NN0334
 NN0334.Click photographs - Photos may exist for this station.
 NN0334
 NN0334.The dynamic height is computed by dividing the NAVD 88
 NN0334.geopotential number by the normal gravity value computed on the
 NN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0334.degrees latitude (g = 980.6199 gals.).
 NN0334
 NN0334.The modeled gravity was interpolated from observed gravity values.
 NN0334
 NN0334;                    North         East    Units  Estimated Accuracy
 NN0334;SPC NE       -   301,520.      581,920.      MT  (+/- 180 meters Scaled)
 NN0334
 NN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN997102(NAD 83)
 NN0334
 NN0334                          SUPERSEDED SURVEY CONTROL
 NN0334
 NN0334  NGVD 29 (??/??/92)  643.133  (m)         2110.01   (f) ADJ UNCH    1 2
 NN0334
 NN0334.Superseded values are not recommended for survey control.
 NN0334
 NN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0334.See file dsdata.pdf to determine how the superseded data were derived.
 NN0334
 NN0334_MARKER: DB = BENCH MARK DISK
 NN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0334_STAMPING: G 218 1946
 NN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0334+STABILITY: SURFACE MOTION
 NN0334
 NN0334  HISTORY     - Date     Condition        Report By
 NN0334  HISTORY     - 1946     MONUMENTED       CGS
 NN0334
 NN0334                          STATION DESCRIPTION
 NN0334
 NN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0334'1.6 MI NW FROM ATKINSON.
 NN0334'1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0334'FROM THE STATION AT ATKINSON, HOLT COUNTY, 70 YARDS NORTHEAST
 NN0334'ACROSS THE TRACK FROM THE EIGHTH POLE NORTHWEST OF MILEPOST 175,
 NN0334'107 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 2.5
 NN0334'FEET SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 NN0334'A WHITE WOODEN WITNESS POST, AND 4 FEET LOWER THAN THE HIGHWAY.
 NN0334'A STANDARD DISK, STAMPED G 218 1946 AND SET IN THE TOP OF A CONCRETE
 NN0334'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0329 ***********************************************************************
 NN0329  DESIGNATION -  G 219
 NN0329  PID         -  NN0329
 NN0329  STATE/COUNTY-  NE/HOLT
 NN0329  COUNTRY     -  US
 NN0329  USGS QUAD   -  ATKINSON (2017)
 NN0329
 NN0329                         *CURRENT SURVEY CONTROL
 NN0329  ______________________________________________________________________
 NN0329* NAD 83(1986) POSITION- 42 31 19.     (N) 098 59 27.     (W)   SCALED
 NN0329* NAVD 88 ORTHO HEIGHT -   638.115 (meters)     2093.55  (feet) ADJUSTED
 NN0329  ______________________________________________________________________
 NN0329  GEOID HEIGHT    -        -24.067 (meters)                     GEOID18
 NN0329  DYNAMIC HEIGHT  -        637.862 (meters)     2092.72  (feet) COMP
 NN0329  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 NN0329
 NN0329  VERT ORDER      -  FIRST     CLASS II
 NN0329
 NN0329.This mark is at Stuart-Atkinson Mun Airport (8V2)
 NN0329
 NN0329.The horizontal coordinates were scaled from a map and have
 NN0329.an estimated accuracy of +/- 6 seconds.
 NN0329
 NN0329.The orthometric height was determined by differential leveling and
 NN0329.adjusted by the NATIONAL GEODETIC SURVEY
 NN0329.in June 1991.
 NN0329
 NN0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0329.GEOID18 height accuracy estimate available here.
 NN0329
 NN0329.Click photographs - Photos may exist for this station.
 NN0329
 NN0329.The dynamic height is computed by dividing the NAVD 88
 NN0329.geopotential number by the normal gravity value computed on the
 NN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0329.degrees latitude (g = 980.6199 gals.).
 NN0329
 NN0329.The modeled gravity was interpolated from observed gravity values.
 NN0329
 NN0329;                    North         East    Units  Estimated Accuracy
 NN0329;SPC NE       -   299,000.      582,910.      MT  (+/- 180 meters Scaled)
 NN0329
 NN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN007077(NAD 83)
 NN0329
 NN0329                          SUPERSEDED SURVEY CONTROL
 NN0329
 NN0329  NGVD 29 (??/??/92)  637.888  (m)         2092.80   (f) ADJ UNCH    1 2
 NN0329
 NN0329.Superseded values are not recommended for survey control.
 NN0329
 NN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0329.See file dsdata.pdf to determine how the superseded data were derived.
 NN0329
 NN0329_MARKER: DB = BENCH MARK DISK
 NN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0329_STAMPING: G 219 1946
 NN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0329+STABILITY: SURFACE MOTION
 NN0329
 NN0329  HISTORY     - Date     Condition        Report By
 NN0329  HISTORY     - 1946     MONUMENTED       CGS
 NN0329  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0329
 NN0329                          STATION DESCRIPTION
 NN0329
 NN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0329'0.8 MI W FROM ATKINSON.
 NN0329'0.8 MILE WEST, THENCE 0.5 MILE SOUTH ALONG GRAVEL ROADS FROM A
 NN0329'POINT TWO BLOCKS SOUTH OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0329'STATION AT ATKINSON, HOLE COUNTY, AT ATKINSON AIRPORT, AT THE
 NN0329'NORTHEAST CORNER OF THE LANDING FIELD, 89 FEET EAST-NORTHEAST OF
 NN0329'THE NORTHEAST CORNER OF A SMALL HANGAR, AT A ROAD INTERSECTION,
 NN0329'42.6 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 40
 NN0329'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1 FOOT
 NN0329'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0329'ROAD.  A STANDARD DISK, STAMPED G 219 1946 AND SET IN THE TOP OF
 NN0329'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NN0329
 NN0329                          STATION RECOVERY (1982)
 NN0329
 NN0329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0195 ***********************************************************************
 MM0195  DESIGNATION -  G 22
 MM0195  PID         -  MM0195
 MM0195  STATE/COUNTY-  NE/HOOKER
 MM0195  COUNTRY     -  US
 MM0195  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0195
 MM0195                         *CURRENT SURVEY CONTROL
 MM0195  ______________________________________________________________________
 MM0195* NAD 83(1986) POSITION- 41 48 52.     (N) 101 01 47.     (W)   SCALED
 MM0195* NAVD 88 ORTHO HEIGHT -  1006.011 (meters)     3300.55  (feet) ADJUSTED
 MM0195  ______________________________________________________________________
 MM0195  GEOID HEIGHT    -        -20.868 (meters)                     GEOID18
 MM0195  DYNAMIC HEIGHT  -       1005.456 (meters)     3298.73  (feet) COMP
 MM0195  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 MM0195
 MM0195  VERT ORDER      -  FIRST     CLASS II
 MM0195
 MM0195.The horizontal coordinates were scaled from a map and have
 MM0195.an estimated accuracy of +/- 6 seconds.
 MM0195
 MM0195.The orthometric height was determined by differential leveling and
 MM0195.adjusted by the NATIONAL GEODETIC SURVEY
 MM0195.in June 1994.
 MM0195
 MM0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0195.GEOID18 height accuracy estimate available here.
 MM0195
 MM0195.Click photographs - Photos may exist for this station.
 MM0195
 MM0195.The dynamic height is computed by dividing the NAVD 88
 MM0195.geopotential number by the normal gravity value computed on the
 MM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0195.degrees latitude (g = 980.6199 gals.).
 MM0195
 MM0195.The modeled gravity was interpolated from observed gravity values.
 MM0195
 MM0195;                    North         East    Units  Estimated Accuracy
 MM0195;SPC NE       -   220,460.      414,470.      MT  (+/- 180 meters Scaled)
 MM0195
 MM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM314311(NAD 83)
 MM0195
 MM0195                          SUPERSEDED SURVEY CONTROL
 MM0195
 MM0195  NAVD 88 (06/15/91) 1006.051  (m)         3300.69   (f) SUPERSEDED  1 2
 MM0195  NGVD 29 (02/14/92) 1005.676  (m)         3299.46   (f) ADJUSTED    1 2
 MM0195  NGVD 29 (??/??/87) 1005.700  (m)         3299.53   (f) SUPERSEDED  1 2
 MM0195
 MM0195.Superseded values are not recommended for survey control.
 MM0195
 MM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0195.See file dsdata.pdf to determine how the superseded data were derived.
 MM0195
 MM0195_MARKER: DB = BENCH MARK DISK
 MM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0195_STAMPING: G 22 1933 3299.534
 MM0195_MARK LOGO: CGS
 MM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0195+STABILITY: SURFACE MOTION
 MM0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0195+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 MM0195
 MM0195  HISTORY     - Date     Condition        Report By
 MM0195  HISTORY     - 1933     MONUMENTED       CGS
 MM0195  HISTORY     - 1984     GOOD             USGS
 MM0195  HISTORY     - 19910819 GOOD             NGS
 MM0195
 MM0195                          STATION DESCRIPTION
 MM0195
 MM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0195'17.1 MI S FROM MULLEN.
 MM0195'17.1 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0195'MULLEN, HOOKER COUNTY, 2.8 MILES SOUTH OF THE BRIDGE OVER DISMAL
 MM0195'RIVER, ABOUT 1 MILE NORTH OF SHIMMINS SCHOOL, AT THE NORTH
 MM0195'FOOT OF A RIDGE, IN A HOLLOW, AND 60 FEET SOUTHWEST OF THE
 MM0195'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 3299.534
 MM0195'G 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MM0195'INCHES ABOVE GROUND.
 MM0195
 MM0195                          STATION RECOVERY (1984)
 MM0195
 MM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0195'MULLEN, 17.1 MILES SOUTH ALONG NEB. STATE HIGHWAY 97 FROM THE MULLEN,
 MM0195'HOOKER CO., 2.8 MILES SOUTH OF THE BRIDGE OVER THE DISMAL RIVER, AT
 MM0195'THE SOUTH FOOT OF A RIDGE, IN A HOLLOW AND 60 FEET SOUTHWEST OF THE
 MM0195'CENTERLINE OF THE OLD 1948 U.S. HIGHWAY 83,150 FEET NORTHWEST ALONG
 MM0195'STATE HIGHWAY 97 FROM A T-TRAIL SOUTHWEST THENCE 315 FEET WEST A STD.
 MM0195'DISK STAMPED '3299 534 G 22 1933' AND SET IN THE TOP OF A CONCERETE
 MM0195'POST PROJECTING 2 1/2 FEET ABOVE THE GROUND.
 MM0195
 MM0195                          STATION RECOVERY (1991)
 MM0195
 MM0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0195'26.2 KM (16.25 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0195'OF STATE HIGHWAY 2 IN MULLEN, 180.0 M (590.5 FT) NORTHWEST OF THE
 MM0195'CENTER OF A RANCH ENTRANCE GATE, 76.3 M (250.3 FT) SOUTHWEST OF THE
 MM0195'HIGHWAY CENTERLINE, 55.3 M (181.4 FT) SOUTHWEST OF A WITNESS POST AND
 MM0195'FENCE, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 MM0195'MONUMENT PROJECTS 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 MM0195'MONUMENT IS ON PROPERTY OWNED BY THE DISMAL RIVER RANCH.
 MM0195'CONTACT--MARY HELEN MARLAND, HC 4, BOX 19, MULLEN, NE 69152,
 MM0195'TELEPHONE NUMBER (308) 546-2546.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0372 ***********************************************************************
 NN0372  DESIGNATION -  G 220
 NN0372  PID         -  NN0372
 NN0372  STATE/COUNTY-  NE/ROCK
 NN0372  COUNTRY     -  US
 NN0372  USGS QUAD   -  NEWPORT SW (2017)
 NN0372
 NN0372                         *CURRENT SURVEY CONTROL
 NN0372  ______________________________________________________________________
 NN0372* NAD 83(1986) POSITION- 42 34 58.75   (N) 099 25 14.63   (W)   HD_HELD1
 NN0372* NAVD 88 ORTHO HEIGHT -   695.009 (meters)     2280.21  (feet) ADJUSTED
 NN0372  ______________________________________________________________________
 NN0372  GEOID HEIGHT    -        -23.464 (meters)                     GEOID18
 NN0372  DYNAMIC HEIGHT  -        694.730 (meters)     2279.29  (feet) COMP
 NN0372  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 NN0372
 NN0372  VERT ORDER      -  FIRST     CLASS II
 NN0372
 NN0372.The horizontal coordinates were determined by differentially corrected
 NN0372.hand held GPS observations or other comparable positioning techniques
 NN0372.and have an estimated accuracy of +/- 3 meters.
 NN0372
 NN0372.The orthometric height was determined by differential leveling and
 NN0372.adjusted by the NATIONAL GEODETIC SURVEY
 NN0372.in June 1991.
 NN0372
 NN0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0372.GEOID18 height accuracy estimate available here.
 NN0372
 NN0372.Click photographs - Photos may exist for this station.
 NN0372
 NN0372.The dynamic height is computed by dividing the NAVD 88
 NN0372.geopotential number by the normal gravity value computed on the
 NN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0372.degrees latitude (g = 980.6199 gals.).
 NN0372
 NN0372.The modeled gravity was interpolated from observed gravity values.
 NN0372
 NN0372;                    North         East    Units  Estimated Accuracy
 NN0372;SPC NE       -   305,459.0     547,544.2     MT  (+/- 3 meters HH1 GPS) 
 NN0372
 NN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6547514593(NAD 83)
 NN0372
 NN0372                          SUPERSEDED SURVEY CONTROL
 NN0372
 NN0372  NGVD 29 (??/??/92)  694.767  (m)         2279.41   (f) ADJ UNCH    1 2
 NN0372
 NN0372.Superseded values are not recommended for survey control.
 NN0372
 NN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0372.See file dsdata.pdf to determine how the superseded data were derived.
 NN0372
 NN0372_MARKER: DB = BENCH MARK DISK
 NN0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0372_STAMPING: G 220 1946
 NN0372_MARK LOGO: CGS
 NN0372_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0372+STABILITY: SURFACE MOTION
 NN0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0372+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2021
 NN0372
 NN0372  HISTORY     - Date     Condition        Report By
 NN0372  HISTORY     - 1946     MONUMENTED       CGS
 NN0372  HISTORY     - 1949     GOOD             USGS
 NN0372  HISTORY     - 1982     GOOD             LOCSUR
 NN0372  HISTORY     - 19980721 GOOD             NEDR
 NN0372  HISTORY     - 20210706 GOOD             NEGS
 NN0372
 NN0372                          STATION DESCRIPTION
 NN0372
 NN0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0372'0.5 MI S FROM NEWPORT.
 NN0372'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0372'NEWPORT, ROCK COUNTY, THENCE 5.0 MILES WEST ALONG U.S. HIGHWAY
 NN0372'20, AND THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE
 NN0372'SOUTHWEST CORNER OF A PASTURE, 41 FEET EAST OF THE CENTERLINE
 NN0372'OF THE ROAD, 9.5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 NN0372'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0372'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 220 1946 AND
 NN0372'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0372'GROUND.
 NN0372
 NN0372                          STATION RECOVERY (1949)
 NN0372
 NN0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 NN0372'RECOVERED IN GOOD CONDITION.
 NN0372
 NN0372                          STATION RECOVERY (1982)
 NN0372
 NN0372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0372'RECOVERED IN GOOD CONDITION.
 NN0372
 NN0372                          STATION RECOVERY (1998)
 NN0372
 NN0372'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0372'RECOVERED IN GOOD CONDITION, ABOUT 6 MI (9.7 KM) EAST OF BASSETT, ON
 NN0372'ROAD RIGHT-OF-WAY AND IN SEC10, T30N, R18W.  TO REACH FROM THE
 NN0372'JUNCTION OF U.S.  HIGHWAYS HIGHWAYS 20 AND 183, IN BASSETT, GO EAST ON
 NN0372'HIGHWAY 20 FOR 6.0 MI (9.7 KM) TO A COUNTY ROAD INTERSECTION. TURN
 NN0372'LEFT AND GO NORTH FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT AND
 NN0372'EAST SIDE OF THE ROAD.  IT IS SET INTO THE TOP OF A SQUARE CONCRETE
 NN0372'MONUMENT THAT PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND AND IS 11.59
 NN0372'M (38.02 FT) EAST OF THE CENTERLINE OF THE ROAD, 10.0 M (32.8 FT)
 NN0372'SOUTH OF THE CENTERLINE OF A FIELD DRIVE, AND GATE, TO THE EAST, 2.5 M
 NN0372'(8.2 FT) EAST OF A FENCE AND 0.22 M (0.72 FT) SOUTH OF A WITNESS POST.
 NN0372'THE MARK HAS FERROUS MATERIAL AND WHILE IT SERVES AS THE AZIMUTH MARK
 NN0372'FOR STAION-KRAMER-IT IS NOT VISIBLE DUE TO A PINE TREE NEAR THAT
 NN0372'STATION.  THE MARK HAS FERROUS MATERIAL AND IT IS SUITABLE FOR GPS
 NN0372'OBSERVATIONS.
 NN0372
 NN0372                          STATION RECOVERY (2021)
 NN0372
 NN0372'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0372'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 183
 NN0372'AT BASSETT, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 6.0 MI (9.7
 NN0372'KM) TO COUNTY ROAD 453 AVENUE.  AT MILE POST 265.27.  TURN RIGHT AND
 NN0372'GO NORTH ON COUNTY ROAD 453 AVENUE.  APPROXIMATELY 0.25 MI (0.40 KM)
 NN0372'TO THE MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 NN0372'
 NN0372'THE MARK IS 11.59 FT (3.5 M) EAST OF THE CENTERLINE OF COUNTY ROAD 453
 NN0372'AVENUE, 0.72 FT (22 CM) SOUTH OF A WITNESS POST, 0.5 FT (15 CM) SOUTH
 NN0372'OF AN EAST TO WEST FENCE LINE, 8.2 FT (2.5 M) EAST OF A NORTH TO SOUTH
 NN0372'FENCE LINE AND 32.8 FT (10.0 M) SOUTH OF THE CENTERLINE OF A FIELD
 NN0372'DRIVE WITH A GATE, EAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1246 ***********************************************************************
 NM1246  DESIGNATION -  G 221
 NM1246  PID         -  NM1246
 NM1246  STATE/COUNTY-  NE/PIERCE
 NM1246  COUNTRY     -  US
 NM1246  USGS QUAD   -  FOSTER (2017)
 NM1246
 NM1246                         *CURRENT SURVEY CONTROL
 NM1246  ______________________________________________________________________
 NM1246* NAD 83(1986) POSITION- 42 15 15.     (N) 097 38 00.     (W)   SCALED
 NM1246* NAVD 88 ORTHO HEIGHT -   496.926 (meters)     1630.33  (feet) ADJUSTED
 NM1246  ______________________________________________________________________
 NM1246  GEOID HEIGHT    -        -24.953 (meters)                     GEOID18
 NM1246  DYNAMIC HEIGHT  -        496.739 (meters)     1629.72  (feet) COMP
 NM1246  MODELED GRAVITY -    980,229.0   (mgal)                       NAVD 88
 NM1246
 NM1246  VERT ORDER      -  FIRST     CLASS II
 NM1246
 NM1246.The horizontal coordinates were scaled from a map and have
 NM1246.an estimated accuracy of +/- 6 seconds.
 NM1246
 NM1246.The orthometric height was determined by differential leveling and
 NM1246.adjusted by the NATIONAL GEODETIC SURVEY
 NM1246.in June 1991.
 NM1246
 NM1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1246.GEOID18 height accuracy estimate available here.
 NM1246
 NM1246.Click photographs - Photos may exist for this station.
 NM1246
 NM1246.The dynamic height is computed by dividing the NAVD 88
 NM1246.geopotential number by the normal gravity value computed on the
 NM1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1246.degrees latitude (g = 980.6199 gals.).
 NM1246
 NM1246.The modeled gravity was interpolated from observed gravity values.
 NM1246
 NM1246;                    North         East    Units  Estimated Accuracy
 NM1246;SPC NE       -   271,450.      695,220.      MT  (+/- 180 meters Scaled)
 NM1246
 NM1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM127789(NAD 83)
 NM1246
 NM1246                          SUPERSEDED SURVEY CONTROL
 NM1246
 NM1246  NGVD 29 (??/??/92)  496.750  (m)         1629.75   (f) ADJ UNCH    1 2
 NM1246
 NM1246.Superseded values are not recommended for survey control.
 NM1246
 NM1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1246.See file dsdata.pdf to determine how the superseded data were derived.
 NM1246
 NM1246_MARKER: DB = BENCH MARK DISK
 NM1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1246_STAMPING: C 221 1946
 NM1246_MARK LOGO: CGS
 NM1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1246+STABILITY: SURFACE MOTION
 NM1246
 NM1246  HISTORY     - Date     Condition        Report By
 NM1246  HISTORY     - 1946     MONUMENTED       CGS
 NM1246  HISTORY     - 1962     MARK NOT FOUND   CGS
 NM1246  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1246
 NM1246                          STATION DESCRIPTION
 NM1246
 NM1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1246'2 MI SE FROM FOSTER.
 NM1246'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE CHICAGO
 NM1246'AND NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY,
 NM1246'51 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 49 FEET
 NM1246'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF C.
 NM1246'AND N.W. RY. MILEPOST 21, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NM1246'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NM1246'G 221 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NM1246'INCHES ABOVE GROUND.
 NM1246
 NM1246                          STATION RECOVERY (1962)
 NM1246
 NM1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM1246'MARK NOT FOUND.
 NM1246
 NM1246                          STATION RECOVERY (1999)
 NM1246
 NM1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0143 ***********************************************************************
 NN0143  DESIGNATION -  G 222
 NN0143  PID         -  NN0143
 NN0143  STATE/COUNTY-  NE/ANTELOPE
 NN0143  COUNTRY     -  US
 NN0143  USGS QUAD   -  ROYAL (2017)
 NN0143
 NN0143                         *CURRENT SURVEY CONTROL
 NN0143  ______________________________________________________________________
 NN0143* NAD 83(1986) POSITION- 42 20 14.     (N) 098 04 04.     (W)   SCALED
 NN0143* NAVD 88 ORTHO HEIGHT -   555.109 (meters)     1821.22  (feet) ADJUSTED
 NN0143  ______________________________________________________________________
 NN0143  GEOID HEIGHT    -        -24.991 (meters)                     GEOID18
 NN0143  DYNAMIC HEIGHT  -        554.889 (meters)     1820.50  (feet) COMP
 NN0143  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 NN0143
 NN0143  VERT ORDER      -  FIRST     CLASS II
 NN0143
 NN0143.The horizontal coordinates were scaled from a map and have
 NN0143.an estimated accuracy of +/- 6 seconds.
 NN0143
 NN0143.The orthometric height was determined by differential leveling and
 NN0143.adjusted by the NATIONAL GEODETIC SURVEY
 NN0143.in June 1991.
 NN0143
 NN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0143.GEOID18 height accuracy estimate available here.
 NN0143
 NN0143.Click photographs - Photos may exist for this station.
 NN0143
 NN0143.The dynamic height is computed by dividing the NAVD 88
 NN0143.geopotential number by the normal gravity value computed on the
 NN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0143.degrees latitude (g = 980.6199 gals.).
 NN0143
 NN0143.The modeled gravity was interpolated from observed gravity values.
 NN0143
 NN0143;                    North         East    Units  Estimated Accuracy
 NN0143;SPC NE       -   279,780.      659,190.      MT  (+/- 180 meters Scaled)
 NN0143
 NN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM767876(NAD 83)
 NN0143
 NN0143                          SUPERSEDED SURVEY CONTROL
 NN0143
 NN0143  NGVD 29 (??/??/92)  554.908  (m)         1820.56   (f) ADJ UNCH    1 2
 NN0143
 NN0143.Superseded values are not recommended for survey control.
 NN0143
 NN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0143.See file dsdata.pdf to determine how the superseded data were derived.
 NN0143
 NN0143_MARKER: DB = BENCH MARK DISK
 NN0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0143_STAMPING: G 222 1946
 NN0143_MARK LOGO: CGS
 NN0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0143+STABILITY: SURFACE MOTION
 NN0143
 NN0143  HISTORY     - Date     Condition        Report By
 NN0143  HISTORY     - 1946     MONUMENTED       CGS
 NN0143
 NN0143                          STATION DESCRIPTION
 NN0143
 NN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0143'2.9 MI E FROM ROYAL.
 NN0143'2.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0143'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0143'GRAVEL ROAD, 51 FEET NORTH OF THE CENTERLINE OF THE CHICAGO,
 NN0143'BURLINGTON AND QUINCY RAILROAD TRACK, 44 FEET SOUTH OF THE
 NN0143'CENTERLINE OF THE HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF THE
 NN0143'GRAVEL ROAD, IN LINE WITH A ROW OF POLES, 1 FOOT SOUTH OF A
 NN0143'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 NN0143'DISK, STAMPED G 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0143'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0427 ***********************************************************************
 NN0427  DESIGNATION -  G 223
 NN0427  PID         -  NN0427
 NN0427  STATE/COUNTY-  NE/KEYA PAHA
 NN0427  COUNTRY     -  US
 NN0427  USGS QUAD   -  JAMISON (2017)
 NN0427
 NN0427                         *CURRENT SURVEY CONTROL
 NN0427  ______________________________________________________________________
 NN0427* NAD 83(1986) POSITION- 42 55 36.     (N) 099 20 27.     (W)   SCALED
 NN0427* NAVD 88 ORTHO HEIGHT -   559.038 (meters)     1834.11  (feet) ADJUSTED
 NN0427  ______________________________________________________________________
 NN0427  GEOID HEIGHT    -        -24.839 (meters)                     GEOID18
 NN0427  DYNAMIC HEIGHT  -        558.825 (meters)     1833.41  (feet) COMP
 NN0427  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 NN0427
 NN0427  VERT ORDER      -  FIRST     CLASS II
 NN0427
 NN0427.The horizontal coordinates were scaled from a map and have
 NN0427.an estimated accuracy of +/- 6 seconds.
 NN0427
 NN0427.The orthometric height was determined by differential leveling and
 NN0427.adjusted by the NATIONAL GEODETIC SURVEY
 NN0427.in June 1991.
 NN0427
 NN0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0427.GEOID18 height accuracy estimate available here.
 NN0427
 NN0427.Click photographs - Photos may exist for this station.
 NN0427
 NN0427.The dynamic height is computed by dividing the NAVD 88
 NN0427.geopotential number by the normal gravity value computed on the
 NN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0427.degrees latitude (g = 980.6199 gals.).
 NN0427
 NN0427.The modeled gravity was interpolated from observed gravity values.
 NN0427
 NN0427;                    North         East    Units  Estimated Accuracy
 NN0427;SPC NE       -   343,680.      553,810.      MT  (+/- 180 meters Scaled)
 NN0427
 NN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN721527(NAD 83)
 NN0427
 NN0427                          SUPERSEDED SURVEY CONTROL
 NN0427
 NN0427  NGVD 29 (??/??/92)  558.748  (m)         1833.16   (f) ADJ UNCH    1 2
 NN0427
 NN0427.Superseded values are not recommended for survey control.
 NN0427
 NN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0427.See file dsdata.pdf to determine how the superseded data were derived.
 NN0427
 NN0427_MARKER: DB = BENCH MARK DISK
 NN0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0427_STAMPING: G 223 1946
 NN0427_MARK LOGO: CGS
 NN0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0427+STABILITY: SURFACE MOTION
 NN0427
 NN0427  HISTORY     - Date     Condition        Report By
 NN0427  HISTORY     - 1946     MONUMENTED       CGS
 NN0427  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0427
 NN0427                          STATION DESCRIPTION
 NN0427
 NN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0427'0.5 MI SW FROM BROCKSBURG.
 NN0427'ALONG A GRADED COUNTY ROAD, 0.5 MILE SOUTHWEST OF BROCKSBURG
 NN0427'SCHOOL, 0.3 MILE WEST OF A STEEL BRIDGE, NEAR A FENCE CORNER,
 NN0427'28 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET WEST OF A
 NN0427'CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF
 NN0427'WITNESS POST.  A BRONZE DISK STAMPED G 223 1946 SET IN THE TOP
 NN0427'OF CONCRETE POST.
 NN0427
 NN0427                          STATION RECOVERY (1962)
 NN0427
 NN0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0549 ***********************************************************************
 NN0549  DESIGNATION -  G 224
 NN0549  PID         -  NN0549
 NN0549  STATE/COUNTY-  NE/KEYA PAHA
 NN0549  COUNTRY     -  US
 NN0549  USGS QUAD   -  BURTON (2017)
 NN0549
 NN0549                         *CURRENT SURVEY CONTROL
 NN0549  ______________________________________________________________________
 NN0549* NAD 83(1986) POSITION- 42 56 25.21   (N) 099 34 19.30   (W)   HD_HELD1
 NN0549* NAVD 88 ORTHO HEIGHT -   642.753 (meters)     2108.77  (feet) ADJUSTED
 NN0549  ______________________________________________________________________
 NN0549  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 NN0549  DYNAMIC HEIGHT  -        642.505 (meters)     2107.95  (feet) COMP
 NN0549  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 NN0549
 NN0549  VERT ORDER      -  FIRST     CLASS II
 NN0549
 NN0549.The horizontal coordinates were determined by differentially corrected
 NN0549.hand held GPS observations or other comparable positioning techniques
 NN0549.and have an estimated accuracy of +/- 3 meters.
 NN0549
 NN0549.The orthometric height was determined by differential leveling and
 NN0549.adjusted by the NATIONAL GEODETIC SURVEY
 NN0549.in June 1991.
 NN0549
 NN0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0549.GEOID18 height accuracy estimate available here.
 NN0549
 NN0549.Click photographs - Photos may exist for this station.
 NN0549
 NN0549.The dynamic height is computed by dividing the NAVD 88
 NN0549.geopotential number by the normal gravity value computed on the
 NN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0549.degrees latitude (g = 980.6199 gals.).
 NN0549
 NN0549.The modeled gravity was interpolated from observed gravity values.
 NN0549
 NN0549;                    North         East    Units  Estimated Accuracy
 NN0549;SPC NE       -   345,079.6     534,929.9     MT  (+/- 3 meters HH1 GPS) 
 NN0549
 NN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5332954347(NAD 83)
 NN0549
 NN0549                          SUPERSEDED SURVEY CONTROL
 NN0549
 NN0549  NGVD 29 (??/??/92)  642.465  (m)         2107.82   (f) ADJ UNCH    1 2
 NN0549
 NN0549.Superseded values are not recommended for survey control.
 NN0549
 NN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0549.See file dsdata.pdf to determine how the superseded data were derived.
 NN0549
 NN0549_MARKER: DB = BENCH MARK DISK
 NN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0549_STAMPING: G 224 1946
 NN0549_MARK LOGO: CGS
 NN0549_PROJECTION: FLUSH
 NN0549_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0549+STABILITY: SURFACE MOTION
 NN0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0549+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2019
 NN0549
 NN0549  HISTORY     - Date     Condition        Report By
 NN0549  HISTORY     - 1946     MONUMENTED       CGS
 NN0549  HISTORY     - 20190826 GOOD             NEGS
 NN0549
 NN0549                          STATION DESCRIPTION
 NN0549
 NN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0549'3 MI NE FROM BURTON.
 NN0549'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST THENCE 2.0 MILES NORTH
 NN0549'OF BURTON POST OFFICE, AT A TURN IN THE ROAD, 43 FEET WEST OF
 NN0549'THE CENTER OF THE MAIN ROAD EXTENDED NORTH, 34 FEET SOUTH OF THE
 NN0549'CENTER OF A DIM ROAD LEADING WEST, 10 FEET WEST OF A CORNER
 NN0549'FENCE POST, 2 FEET EAST OF WITNESS POST, 2 FEET NORTH OF A FENCE.
 NN0549
 NN0549                          STATION RECOVERY (2019)
 NN0549
 NN0549'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 NN0549'TO REACH FROM THE INTERSECTION OF NEBRASKA STATE HIGHWAY 12 AND VINE
 NN0549'STREET IN BURTON, NE., GO EAST ON NE. HIGHWAY 12 APPROXIMATELY 1 MI
 NN0549'(1.6 KM) TO COUNTY ROAD 446TH AVENUE.  TURN NORTH (LEFT) ONTO 446TH
 NN0549'AVENUE AND GO APPROXIMATELY 2 MI (3.2 KM) TO A T-INTERSECTION WITH
 NN0549'EAST-WEST COUNTY ROAD 905.
 NN0549'
 NN0549'IT IS LOCATED 40 FT (12.2 M) SOUTH OF COUNTY ROAD 905, 46 FT (14.0 M)
 NN0549'WEST OF 446TH AVENUE, 10 FT (3.0 M) WEST OF A CORNER FENCE POST, 2 FT
 NN0549'(0.6 M) NORTH OF A FENCE AND 1.35 FT (0.4 M) NORTH OF A FIBERGLASS
 NN0549'WITNESS POST.  A RAILROAD SPIKE HAS BEEN PLACED NORTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1184 ***********************************************************************
 NM1184  DESIGNATION -  G 225
 NM1184  PID         -  NM1184
 NM1184  STATE/COUNTY-  NE/WAYNE
 NM1184  COUNTRY     -  US
 NM1184  USGS QUAD   -  WINSIDE (2017)
 NM1184
 NM1184                         *CURRENT SURVEY CONTROL
 NM1184  ______________________________________________________________________
 NM1184* NAD 83(1986) POSITION- 42 10 41.     (N) 097 10 38.     (W)   SCALED
 NM1184* NAVD 88 ORTHO HEIGHT -   493.288 (meters)     1618.40  (feet) ADJUSTED
 NM1184  ______________________________________________________________________
 NM1184  GEOID HEIGHT    -        -24.823 (meters)                     GEOID18
 NM1184  DYNAMIC HEIGHT  -        493.107 (meters)     1617.80  (feet) COMP
 NM1184  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 NM1184
 NM1184  VERT ORDER      -  FIRST     CLASS II
 NM1184
 NM1184.The horizontal coordinates were scaled from a map and have
 NM1184.an estimated accuracy of +/- 6 seconds.
 NM1184
 NM1184.The orthometric height was determined by differential leveling and
 NM1184.adjusted by the NATIONAL GEODETIC SURVEY
 NM1184.in June 1991.
 NM1184
 NM1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1184.GEOID18 height accuracy estimate available here.
 NM1184
 NM1184.Click photographs - Photos may exist for this station.
 NM1184
 NM1184.The dynamic height is computed by dividing the NAVD 88
 NM1184.geopotential number by the normal gravity value computed on the
 NM1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1184.degrees latitude (g = 980.6199 gals.).
 NM1184
 NM1184.The modeled gravity was interpolated from observed gravity values.
 NM1184
 NM1184;                    North         East    Units  Estimated Accuracy
 NM1184;SPC NE       -   264,140.      733,110.      MT  (+/- 180 meters Scaled)
 NM1184
 NM1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM505711(NAD 83)
 NM1184
 NM1184                          SUPERSEDED SURVEY CONTROL
 NM1184
 NM1184  NGVD 29 (??/??/92)  493.097  (m)         1617.77   (f) ADJ UNCH    1 2
 NM1184
 NM1184.Superseded values are not recommended for survey control.
 NM1184
 NM1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1184.See file dsdata.pdf to determine how the superseded data were derived.
 NM1184
 NM1184_MARKER: DB = BENCH MARK DISK
 NM1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1184_SP_SET: BUILDING
 NM1184_STAMPING: G 225 1947
 NM1184_MARK LOGO: CGS
 NM1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1184
 NM1184  HISTORY     - Date     Condition        Report By
 NM1184  HISTORY     - 1947     MONUMENTED       CGS
 NM1184  HISTORY     - 20210714 MARK NOT FOUND   NGS
 NM1184
 NM1184                          STATION DESCRIPTION
 NM1184
 NM1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1184'AT WINSIDE.
 NM1184'AT WINSIDE, AT THE SOUTH (MAIN) ENTRANCE TO THE WINSIDE HIGH SCHOOL,
 NM1184'IN THE CENTER OF THE EAST BRICK AND STONE COLUMN OF AN ARCHED DOOR
 NM1184'WAY, 2.8 FEET ABOVE THE TOP OF THE STONE WATER TABLE, 2.3 FEET
 NM1184'EAST OF THE EAST EDGE OF THE ENTRANCE DOOR WAY, SET VERTICALLY IN
 NM1184'THE CENTER OF THE FIRST SECTION OF LIME STONE ABOVE THE WATER
 NM1184'TABLE.
 NM1184
 NM1184                          STATION RECOVERY (2021)
 NM1184
 NM1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DAZ)
 NM1184'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE OLD SCHOOL WAS TORN DOWN
 NM1184'AND NOW THERE IS A RESIDENTIAL INDOOR SWIMMING POOL AND HOUSE THERE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1185 ***********************************************************************
 NM1185  DESIGNATION -  G 225 RESET
 NM1185  PID         -  NM1185
 NM1185  STATE/COUNTY-  NE/WAYNE
 NM1185  COUNTRY     -  US
 NM1185  USGS QUAD   -  WINSIDE (2017)
 NM1185
 NM1185                         *CURRENT SURVEY CONTROL
 NM1185  ______________________________________________________________________
 NM1185* NAD 83(1986) POSITION- 42 10 39.     (N) 097 10 26.     (W)   SCALED
 NM1185* NAVD 88 ORTHO HEIGHT -   486.52  (meters)     1596.2   (feet) RESET
 NM1185  ______________________________________________________________________
 NM1185  GEOID HEIGHT    -        -24.825 (meters)                     GEOID18
 NM1185  VERT ORDER      -  THIRD
 NM1185
 NM1185.The horizontal coordinates were scaled from a map and have
 NM1185.an estimated accuracy of +/- 6 seconds.
 NM1185
 NM1185.The orthometric height was computed from unverified reset data.
 NM1185
 NM1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1185.GEOID18 height accuracy estimate available here.
 NM1185
 NM1185.Click photographs - Photos may exist for this station.
 NM1185
 NM1185;                    North         East    Units  Estimated Accuracy
 NM1185;SPC NE       -   264,080.      733,390.      MT  (+/- 180 meters Scaled)
 NM1185
 NM1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM508710(NAD 83)
 NM1185
 NM1185                          SUPERSEDED SURVEY CONTROL
 NM1185
 NM1185.No superseded survey control is available for this station.
 NM1185
 NM1185_MARKER: DV = VERTICAL CONTROL DISK
 NM1185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM1185+WITH SETTING: INTO GROUND
 NM1185_STAMPING: G 225 RESET 1973
 NM1185_MARK LOGO: NGS
 NM1185_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1185
 NM1185  HISTORY     - Date     Condition        Report By
 NM1185  HISTORY     - 1973     MONUMENTED       NGS
 NM1185
 NM1185                          STATION DESCRIPTION
 NM1185
 NM1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM1185'AT WINSIDE.
 NM1185'THE BENCH MARK IS A STANDARD DISK STAMPED G 225 RESET 1973, CRIMPED
 NM1185'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL
 NM1185'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 NM1185'WITH THE GROUND SURFACE.  IT IS 62.3 FEET NORTH-NORTHEAST OF A
 NM1185'WATER HYDRANT, 29 FEET WEST OF A NORTH-SOUTH STREET, 29 FEET NORTH
 NM1185'OF A NORTH-SOUTH STREET, 6.2 FEET EAST OF THE EAST EDGE OF THE
 NM1185'NORTH-SOUTH SIDEWALK AND 4.7 FEET SOUTH OF THE SOUTH EDGE OF AN
 NM1185'EAST-WEST SIDEWALK.  TO REACH THE BENCH MARK FROM THE SOUTH ENTRANCE
 NM1185'TO THE WINSIDE HIGH SCHOOL IN WINSIDE, GO EAST ON THE MAIN PAVED
 NM1185'ROAD FOR 0.15 MILE TO CROSS-STREETS AND THE MARK ON THE LEFT IN
 NM1185'THE NORTHWEST ANGLE OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0503 ***********************************************************************
 NN0503  DESIGNATION -  G 226
 NN0503  PID         -  NN0503
 NN0503  STATE/COUNTY-  NE/BROWN
 NN0503  COUNTRY     -  US
 NN0503  USGS QUAD   -  AINSWORTH (2017)
 NN0503
 NN0503                         *CURRENT SURVEY CONTROL
 NN0503  ______________________________________________________________________
 NN0503* NAD 83(1986) POSITION- 42 32 58.97   (N) 099 45 18.43   (W)   HD_HELD1
 NN0503* NAVD 88 ORTHO HEIGHT -   738.612 (meters)     2423.26  (feet) ADJUSTED
 NN0503  ______________________________________________________________________
 NN0503  GEOID HEIGHT    -        -22.817 (meters)                     GEOID18
 NN0503  DYNAMIC HEIGHT  -        738.303 (meters)     2422.25  (feet) COMP
 NN0503  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 NN0503
 NN0503  VERT ORDER      -  FIRST     CLASS II
 NN0503
 NN0503.The horizontal coordinates were determined by differentially corrected
 NN0503.hand held GPS observations or other comparable positioning techniques
 NN0503.and have an estimated accuracy of +/- 3 meters.
 NN0503
 NN0503.The orthometric height was determined by differential leveling and
 NN0503.adjusted by the NATIONAL GEODETIC SURVEY
 NN0503.in June 1991.
 NN0503
 NN0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0503.GEOID18 height accuracy estimate available here.
 NN0503
 NN0503.Click photographs - Photos may exist for this station.
 NN0503
 NN0503.The dynamic height is computed by dividing the NAVD 88
 NN0503.geopotential number by the normal gravity value computed on the
 NN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0503.degrees latitude (g = 980.6199 gals.).
 NN0503
 NN0503.The modeled gravity was interpolated from observed gravity values.
 NN0503
 NN0503;                    North         East    Units  Estimated Accuracy
 NN0503;SPC NE       -   301,632.8     520,109.4     MT  (+/- 3 meters HH1 GPS) 
 NN0503
 NN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3800311089(NAD 83)
 NN0503
 NN0503                          SUPERSEDED SURVEY CONTROL
 NN0503
 NN0503  NGVD 29 (??/??/92)  738.331  (m)         2422.34   (f) ADJ UNCH    1 2
 NN0503
 NN0503.Superseded values are not recommended for survey control.
 NN0503
 NN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0503.See file dsdata.pdf to determine how the superseded data were derived.
 NN0503
 NN0503_MARKER: DB = BENCH MARK DISK
 NN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0503_STAMPING: G 226 1946
 NN0503_MARK LOGO: CGS
 NN0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0503+STABILITY: SURFACE MOTION
 NN0503
 NN0503  HISTORY     - Date     Condition        Report By
 NN0503  HISTORY     - 1946     MONUMENTED       CGS
 NN0503
 NN0503                          STATION DESCRIPTION
 NN0503
 NN0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0503'1 MI N FROM LONG PINE.
 NN0503'1.0 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM THE
 NN0503'CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE, BROWN
 NN0503'COUNTY, THENCE 2.8 MILES WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0503'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 95 FEET SOUTH OF
 NN0503'THE CENTERLINE OF THE HIGHWAY, 80 FEET SOUTHWEST OF THE SOUTH
 NN0503'HEADWALL OF AN 18-INCH CONCRETE PIPE CULVERT, 33 FEET EAST OF THE
 NN0503'CENTERLINE OF THE DIRT ROAD, 4 FEET SOUTH OF THE RIGHT-OF-WAY
 NN0503'FENCE CORNER, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND
 NN0503'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 226
 NN0503'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NN0503'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0016 ***********************************************************************
 NO0016  DESIGNATION -  G 227
 NO0016  PID         -  NO0016
 NO0016  STATE/COUNTY-  NE/BROWN
 NO0016  COUNTRY     -  US
 NO0016  USGS QUAD   -  BRUSH CREEK (2017)
 NO0016
 NO0016                         *CURRENT SURVEY CONTROL
 NO0016  ______________________________________________________________________
 NO0016* NAD 83(1986) POSITION- 42 36 19.72   (N) 100 09 56.49   (W)   HD_HELD1
 NO0016* NAVD 88 ORTHO HEIGHT -   802.131 (meters)     2631.66  (feet) ADJUSTED
 NO0016  ______________________________________________________________________
 NO0016  GEOID HEIGHT    -        -22.139 (meters)                     GEOID18
 NO0016  DYNAMIC HEIGHT  -        801.794 (meters)     2630.55  (feet) COMP
 NO0016  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 NO0016
 NO0016  VERT ORDER      -  FIRST     CLASS II
 NO0016
 NO0016.The horizontal coordinates were determined by differentially corrected
 NO0016.hand held GPS observations or other comparable positioning techniques
 NO0016.and have an estimated accuracy of +/- 3 meters.
 NO0016
 NO0016.The orthometric height was determined by differential leveling and
 NO0016.adjusted by the NATIONAL GEODETIC SURVEY
 NO0016.in June 1991.
 NO0016
 NO0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0016.GEOID18 height accuracy estimate available here.
 NO0016
 NO0016.Click photographs - Photos may exist for this station.
 NO0016
 NO0016.The dynamic height is computed by dividing the NAVD 88
 NO0016.geopotential number by the normal gravity value computed on the
 NO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0016.degrees latitude (g = 980.6199 gals.).
 NO0016
 NO0016.The modeled gravity was interpolated from observed gravity values.
 NO0016
 NO0016;                    North         East    Units  Estimated Accuracy
 NO0016;SPC NE       -   307,810.8     486,405.4     MT  (+/- 3 meters HH1 GPS) 
 NO0016
 NO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0438017663(NAD 83)
 NO0016
 NO0016                          SUPERSEDED SURVEY CONTROL
 NO0016
 NO0016  NGVD 29 (??/??/92)  801.839  (m)         2630.70   (f) ADJ UNCH    1 2
 NO0016
 NO0016.Superseded values are not recommended for survey control.
 NO0016
 NO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0016.See file dsdata.pdf to determine how the superseded data were derived.
 NO0016
 NO0016_MARKER: DB = BENCH MARK DISK
 NO0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0016_STAMPING: G 227 1946
 NO0016_MARK LOGO: CGS
 NO0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0016+STABILITY: SURFACE MOTION
 NO0016
 NO0016  HISTORY     - Date     Condition        Report By
 NO0016  HISTORY     - 1946     MONUMENTED       CGS
 NO0016  HISTORY     - 1975     MARK NOT FOUND   NGS
 NO0016
 NO0016                          STATION DESCRIPTION
 NO0016
 NO0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0016'0.3 MI S FROM WOOD LAKE.
 NO0016'IN BROWN COUNTY, 0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE
 NO0016'POST OFFICE AT WOOD LAKE, CHERRY COUNTY, THENCE 4.4 MILES
 NO0016'SOUTHEAST ALONG U.S. HIGHWAY 20, 76 FEET NORTHEAST OF THE
 NO0016'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTHWEST OF THE CENTERLINE
 NO0016'OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 16 FEET SOUTHWEST
 NO0016'OF A ROW OF POLES, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 NO0016'POST, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 NO0016'STAMPED G 227 1946 AND SET IN THE TOP OF A CONCRETE POST
 NO0016'PROJECTING 4 INCHES ABOVE GROUND.
 NO0016
 NO0016                          STATION RECOVERY (1975)
 NO0016
 NO0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0024 ***********************************************************************
 NO0024  DESIGNATION -  G 228
 NO0024  PID         -  NO0024
 NO0024  STATE/COUNTY-  NE/CHERRY
 NO0024  COUNTRY     -  US
 NO0024  USGS QUAD   -  ARABIA (2017)
 NO0024
 NO0024                         *CURRENT SURVEY CONTROL
 NO0024  ______________________________________________________________________
 NO0024* NAD 83(1986) POSITION- 42 39 13.44   (N) 100 16 30.83   (W)   HD_HELD1
 NO0024* NAVD 88 ORTHO HEIGHT -   821.967 (meters)     2696.74  (feet) ADJUSTED
 NO0024  ______________________________________________________________________
 NO0024  GEOID HEIGHT    -        -21.989 (meters)                     GEOID18
 NO0024  DYNAMIC HEIGHT  -        821.626 (meters)     2695.62  (feet) COMP
 NO0024  MODELED GRAVITY -    980,178.0   (mgal)                       NAVD 88
 NO0024
 NO0024  VERT ORDER      -  FIRST     CLASS II
 NO0024
 NO0024.The horizontal coordinates were determined by differentially corrected
 NO0024.hand held GPS observations or other comparable positioning techniques
 NO0024.and have an estimated accuracy of +/- 3 meters.
 NO0024
 NO0024.The orthometric height was determined by differential leveling and
 NO0024.adjusted by the NATIONAL GEODETIC SURVEY
 NO0024.in June 1991.
 NO0024
 NO0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0024.GEOID18 height accuracy estimate available here.
 NO0024
 NO0024.Click photographs - Photos may exist for this station.
 NO0024
 NO0024.The dynamic height is computed by dividing the NAVD 88
 NO0024.geopotential number by the normal gravity value computed on the
 NO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0024.degrees latitude (g = 980.6199 gals.).
 NO0024
 NO0024.The modeled gravity was interpolated from observed gravity values.
 NO0024
 NO0024;                    North         East    Units  Estimated Accuracy
 NO0024;SPC NE       -   313,193.4     477,435.0     MT  (+/- 3 meters HH1 GPS) 
 NO0024
 NO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9547523151(NAD 83)
 NO0024
 NO0024                          SUPERSEDED SURVEY CONTROL
 NO0024
 NO0024  NGVD 29 (??/??/92)  821.678  (m)         2695.79   (f) ADJ UNCH    1 2
 NO0024
 NO0024.Superseded values are not recommended for survey control.
 NO0024
 NO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0024.See file dsdata.pdf to determine how the superseded data were derived.
 NO0024
 NO0024_MARKER: DB = BENCH MARK DISK
 NO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0024_STAMPING: G 228 1946
 NO0024_MARK LOGO: CGS
 NO0024_PROJECTION: PROJECTING 15 CENTIMETERS
 NO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0024+STABILITY: SURFACE MOTION
 NO0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0024+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 NO0024
 NO0024  HISTORY     - Date     Condition        Report By
 NO0024  HISTORY     - 1946     MONUMENTED       CGS
 NO0024  HISTORY     - 1975     GOOD             NGS
 NO0024  HISTORY     - 20210902 GOOD             NEGS
 NO0024
 NO0024                          STATION DESCRIPTION
 NO0024
 NO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0024'0.5 MI W FROM WOOD LAKE.
 NO0024'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WOOD
 NO0024'LAKE, CHERRY COUNTY, THENCE 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY
 NO0024'20, 91 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43
 NO0024'FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NO0024'WESTERN RAILWAY TRACK, 2 FEET NORTHWEST OF C. AND N.W. RY.
 NO0024'MILEPOST 246, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NO0024'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 228
 NO0024'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NO0024'ABOVE GROUND.
 NO0024
 NO0024                          STATION RECOVERY (1975)
 NO0024
 NO0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0024'RECOVERED IN GOOD CONDITION.
 NO0024
 NO0024                          STATION RECOVERY (2021)
 NO0024
 NO0024'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 NO0024'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND MAIN STREET AT WOOD
 NO0024'LAKE, NE., GO NORTHWEST ON U.S. HIGHWAY 20 APPROXIMATELY 2.33 MI (3.75
 NO0024'KM) TO THE MARK ON THE RIGHT (NORTHEAST) AT MILE POST 219.01.  THE
 NO0024'MARK IS 43.0 FT (13.1 M) SOUTHWEST OF APPROXIMATELY CENTERLINE THE
 NO0024'COWBOY TRAIL, 7.0 FT (2.1 M) NORTHWEST OF RAILROAD POWER POLE, 1.0 FT
 NO0024'(0.3 M) SOUTHEAST OF WOODEN WITNESS POST AND 91.0 FT (27.7 M)
 NO0024'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY.  20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0057 ***********************************************************************
 NO0057  DESIGNATION -  G 229
 NO0057  PID         -  NO0057
 NO0057  STATE/COUNTY-  NE/KEYA PAHA
 NO0057  COUNTRY     -  US
 NO0057  USGS QUAD   -  NORDEN (2017)
 NO0057
 NO0057                         *CURRENT SURVEY CONTROL
 NO0057  ______________________________________________________________________
 NO0057* NAD 83(1986) POSITION- 42 52 03.     (N) 100 04 27.     (W)   SCALED
 NO0057* NAVD 88 ORTHO HEIGHT -   781.313 (meters)     2563.36  (feet) ADJUSTED
 NO0057  ______________________________________________________________________
 NO0057  GEOID HEIGHT    -        -22.982 (meters)                     GEOID18
 NO0057  DYNAMIC HEIGHT  -        781.002 (meters)     2562.34  (feet) COMP
 NO0057  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 NO0057
 NO0057  VERT ORDER      -  SECOND    CLASS 0
 NO0057
 NO0057.The horizontal coordinates were scaled from a map and have
 NO0057.an estimated accuracy of +/- 6 seconds.
 NO0057
 NO0057.The orthometric height was determined by differential leveling and
 NO0057.adjusted by the NATIONAL GEODETIC SURVEY
 NO0057.in June 1991.
 NO0057
 NO0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0057.GEOID18 height accuracy estimate available here.
 NO0057
 NO0057.Click photographs - Photos may exist for this station.
 NO0057
 NO0057.The dynamic height is computed by dividing the NAVD 88
 NO0057.geopotential number by the normal gravity value computed on the
 NO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0057.degrees latitude (g = 980.6199 gals.).
 NO0057
 NO0057.The modeled gravity was interpolated from observed gravity values.
 NO0057
 NO0057;                    North         East    Units  Estimated Accuracy
 NO0057;SPC NE       -   336,910.      493,940.      MT  (+/- 180 meters Scaled)
 NO0057
 NO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN122466(NAD 83)
 NO0057
 NO0057                          SUPERSEDED SURVEY CONTROL
 NO0057
 NO0057  NGVD 29 (??/??/92)  781.000  (m)         2562.33   (f) ADJ UNCH    2 0
 NO0057
 NO0057.Superseded values are not recommended for survey control.
 NO0057
 NO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0057.See file dsdata.pdf to determine how the superseded data were derived.
 NO0057
 NO0057_MARKER: DB = BENCH MARK DISK
 NO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0057_STAMPING: G 229 1946
 NO0057_MARK LOGO: CGS
 NO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0057+STABILITY: SURFACE MOTION
 NO0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0057+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2015
 NO0057
 NO0057  HISTORY     - Date     Condition        Report By
 NO0057  HISTORY     - 1946     MONUMENTED       CGS
 NO0057  HISTORY     - 20150715 GOOD             NEGS
 NO0057
 NO0057                          STATION DESCRIPTION
 NO0057
 NO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0057'AT NORDEN.
 NO0057'AT NORDEN, AND IN THE NORTHEAST CORNER OF THE METHODIST CHURCH
 NO0057'YARD, 37 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF A
 NO0057'NORTH-SOUTH STREET, 32 FEET NORTHEAST OF THE NORTHEAST CORNER
 NO0057'OF THE CHURCH BUILDING, 6 FEET WEST OF THE NORTHEAST CORNER
 NO0057'OF THE CHURCH YARD, 1 FOOT SOUTH OF THE NORTH FENCE OF THE CHURCH
 NO0057'YARD, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NO0057'STAMPED G 229 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NO0057'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED G 229 1946.
 NO0057
 NO0057                          STATION RECOVERY (2015)
 NO0057
 NO0057'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (MH)
 NO0057'95 FEET NORTH OF APPLE STREET, 36 FEET WEST OF NORDEN AVE AND 1 FOOT
 NO0057'NORTH OF METAL WITNESS POST AND MARK IS FLUSH WITH GROUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0125 ***********************************************************************
 MM0125  DESIGNATION -  G 23
 MM0125  PID         -  MM0125
 MM0125  STATE/COUNTY-  NE/LINCOLN
 MM0125  COUNTRY     -  US
 MM0125  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0125
 MM0125                         *CURRENT SURVEY CONTROL
 MM0125  ______________________________________________________________________
 MM0125* NAD 83(1986) POSITION- 41 13 43.     (N) 100 47 43.     (W)   SCALED
 MM0125* NAVD 88 ORTHO HEIGHT -   879.226 (meters)     2884.59  (feet) ADJUSTED
 MM0125  ______________________________________________________________________
 MM0125  GEOID HEIGHT    -        -22.028 (meters)                     GEOID18
 MM0125  DYNAMIC HEIGHT  -        878.712 (meters)     2882.91  (feet) COMP
 MM0125  MODELED GRAVITY -    980,009.1   (mgal)                       NAVD 88
 MM0125
 MM0125  VERT ORDER      -  FIRST     CLASS II
 MM0125
 MM0125.The horizontal coordinates were scaled from a map and have
 MM0125.an estimated accuracy of +/- 6 seconds.
 MM0125
 MM0125.The orthometric height was determined by differential leveling and
 MM0125.adjusted by the NATIONAL GEODETIC SURVEY
 MM0125.in June 1994.
 MM0125
 MM0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0125.GEOID18 height accuracy estimate available here.
 MM0125
 MM0125.Click photographs - Photos may exist for this station.
 MM0125
 MM0125.The dynamic height is computed by dividing the NAVD 88
 MM0125.geopotential number by the normal gravity value computed on the
 MM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0125.degrees latitude (g = 980.6199 gals.).
 MM0125
 MM0125.The modeled gravity was interpolated from observed gravity values.
 MM0125
 MM0125;                    North         East    Units  Estimated Accuracy
 MM0125;SPC NE       -   155,220.      433,340.      MT  (+/- 180 meters Scaled)
 MM0125
 MM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL495656(NAD 83)
 MM0125
 MM0125                          SUPERSEDED SURVEY CONTROL
 MM0125
 MM0125  NAVD 88 (06/15/91)  879.217  (m)         2884.56   (f) SUPERSEDED  1 2
 MM0125  NGVD 29 (??/??/92)  878.873  (m)         2883.44   (f) ADJ UNCH    1 2
 MM0125
 MM0125.Superseded values are not recommended for survey control.
 MM0125
 MM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0125.See file dsdata.pdf to determine how the superseded data were derived.
 MM0125
 MM0125_MARKER: DB = BENCH MARK DISK
 MM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0125_STAMPING: 2883.436 G 23 1933
 MM0125_MARK LOGO: CGS
 MM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0125+STABILITY: SURFACE MOTION
 MM0125
 MM0125  HISTORY     - Date     Condition        Report By
 MM0125  HISTORY     - 1933     MONUMENTED       CGS
 MM0125  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0125  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0125  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0125
 MM0125                          STATION DESCRIPTION
 MM0125
 MM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0125'7.1 MI N FROM NORTH PLATTE.
 MM0125'7.1 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0125'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0125'2.1 MILES NORTH OF HANSON SCHOOL, 1.0 MILE SOUTH OF LIVING LAKE
 MM0125'FARM OWNED IN 1933 BY C.R. CHAPEL, 80 FEET SOUTH OF A CONCRETE
 MM0125'CULVERT, AT THE SECOND CROSSING OF A SMALL CREEK, 33 FEET WEST
 MM0125'OF THE CENTERLINE OF THE OLD HIGHWAY, AND 3 FEET WEST OF A
 MM0125'FENCE LINE.  A STANDARD DISK, STAMPED 2883.436 G 23 1933 AND SET
 MM0125'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 MM0125'NOTE-- ROAD CONSTR. IN AREA.
 MM0125
 MM0125                          STATION RECOVERY (1970)
 MM0125
 MM0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0125'MARK NOT FOUND.
 MM0125
 MM0125                          STATION RECOVERY (1986)
 MM0125
 MM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0125'NOT RECOVERED.
 MM0125
 MM0125                          STATION RECOVERY (1991)
 MM0125
 MM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0125'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0631 ***********************************************************************
 NM0631  DESIGNATION -  G 230
 NM0631  PID         -  NM0631
 NM0631  STATE/COUNTY-  NE/DIXON
 NM0631  COUNTRY     -  US
 NM0631  USGS QUAD   -  WAKEFIELD (2017)
 NM0631
 NM0631                         *CURRENT SURVEY CONTROL
 NM0631  ______________________________________________________________________
 NM0631* NAD 83(1986) POSITION- 42 16 18.     (N) 096 45 54.     (W)   SCALED
 NM0631* NAVD 88 ORTHO HEIGHT -   456.562 (meters)     1497.90  (feet) ADJUSTED
 NM0631  ______________________________________________________________________
 NM0631  GEOID HEIGHT    -        -25.172 (meters)                     GEOID18
 NM0631  DYNAMIC HEIGHT  -        456.409 (meters)     1497.40  (feet) COMP
 NM0631  MODELED GRAVITY -    980,273.5   (mgal)                       NAVD 88
 NM0631
 NM0631  VERT ORDER      -  FIRST     CLASS II
 NM0631
 NM0631.The horizontal coordinates were scaled from a map and have
 NM0631.an estimated accuracy of +/- 6 seconds.
 NM0631
 NM0631.The orthometric height was determined by differential leveling and
 NM0631.adjusted by the NATIONAL GEODETIC SURVEY
 NM0631.in June 1991.
 NM0631
 NM0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0631.GEOID18 height accuracy estimate available here.
 NM0631
 NM0631.Click photographs - Photos may exist for this station.
 NM0631
 NM0631.The dynamic height is computed by dividing the NAVD 88
 NM0631.geopotential number by the normal gravity value computed on the
 NM0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0631.degrees latitude (g = 980.6199 gals.).
 NM0631
 NM0631.The modeled gravity was interpolated from observed gravity values.
 NM0631
 NM0631;                    North         East    Units  Estimated Accuracy
 NM0631;SPC NE       -   275,720.      766,750.      MT  (+/- 180 meters Scaled)
 NM0631
 NM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM843823(NAD 83)
 NM0631
 NM0631                          SUPERSEDED SURVEY CONTROL
 NM0631
 NM0631  NGVD 29 (??/??/92)  456.388  (m)         1497.33   (f) ADJ UNCH    1 2
 NM0631
 NM0631.Superseded values are not recommended for survey control.
 NM0631
 NM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0631.See file dsdata.pdf to determine how the superseded data were derived.
 NM0631
 NM0631_MARKER: DB = BENCH MARK DISK
 NM0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0631_STAMPING: G 230 1947
 NM0631_MARK LOGO: CGS
 NM0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0631+STABILITY: SURFACE MOTION
 NM0631
 NM0631  HISTORY     - Date     Condition        Report By
 NM0631  HISTORY     - 1947     MONUMENTED       CGS
 NM0631  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0631
 NM0631                          STATION DESCRIPTION
 NM0631
 NM0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0631'2.3 MI W FROM EMERSON.
 NM0631'2.3 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0631'RAILWAY FROM THE STATION AT EMERSON, AT A COUNTY DIRT ROAD
 NM0631'CROSSING, 60.5 FEET SOUTHWEST OF A TELEPHONE POLE, 43.7 FEET
 NM0631'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK (MEASURED FROM A
 NM0631'POINT AT THE CENTER OF THE DIRT ROAD), 9.6 FEET NORTHEAST OF A
 NM0631'FENCE CORNER POST, 4.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT OF
 NM0631'WAY FENCE, 2.0 FEET NORTHEAST OF A REFERENCE POST, SET IN A
 NM0631'CONCRETE POST ABOUT 3 FEET ABOVE THE TRACK AND PROJECTING 0.1
 NM0631'FOOT.
 NM0631
 NM0631                          STATION RECOVERY (1967)
 NM0631
 NM0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0631'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1059 ***********************************************************************
 MK1059  DESIGNATION -  G 231 RESET
 MK1059  PID         -  MK1059
 MK1059  STATE/COUNTY-  NE/BURT
 MK1059  COUNTRY     -  US
 MK1059  USGS QUAD   -  UEHLING (2017)
 MK1059
 MK1059                         *CURRENT SURVEY CONTROL
 MK1059  ______________________________________________________________________
 MK1059* NAD 83(1986) POSITION- 41 44 52.     (N) 096 30 04.     (W)   SCALED
 MK1059* NAVD 88 ORTHO HEIGHT -   377.52  (meters)     1238.6   (feet) RESET
 MK1059  ______________________________________________________________________
 MK1059  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 MK1059  VERT ORDER      -  THIRD
 MK1059
 MK1059.The horizontal coordinates were scaled from a map and have
 MK1059.an estimated accuracy of +/- 6 seconds.
 MK1059
 MK1059.The orthometric height was computed from unverified reset data.
 MK1059
 MK1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1059.GEOID18 height accuracy estimate available here.
 MK1059
 MK1059.Click photographs - Photos may exist for this station.
 MK1059
 MK1059;                    North         East    Units  Estimated Accuracy
 MK1059;SPC NE       -   218,440.      790,850.      MT  (+/- 180 meters Scaled)
 MK1059
 MK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM077247(NAD 83)
 MK1059
 MK1059                          SUPERSEDED SURVEY CONTROL
 MK1059
 MK1059.No superseded survey control is available for this station.
 MK1059
 MK1059_MARKER: DB = BENCH MARK DISK
 MK1059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1059_SP_SET: CULVERT HEADWALL
 MK1059_STAMPING: G 231 RESET 1972
 MK1059_MARK LOGO: CGS
 MK1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1059+STABILITY: SURFACE MOTION
 MK1059
 MK1059  HISTORY     - Date     Condition        Report By
 MK1059  HISTORY     - 1972     MONUMENTED       NGS
 MK1059
 MK1059                          STATION DESCRIPTION
 MK1059
 MK1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MK1059'0.9 MI N FROM UEHLING.
 MK1059'TO REACH THE MARK FROM THE UEHLING PUBLIC SCHOOL IN UEHLING,
 MK1059'GO NORTH ON U.S. HIGHWAY 77 FOR 0.9 MILE TO THE MARK ON THE
 MK1059'LEFT, CEMENTED IN A DRILL HOLE IN THE TOP CENTER OF THE
 MK1059'EAST HEADWALL OF A LARGE CYLINEDR CAL CONCRETE CULVERT UNDER
 MK1059'THE RAILROAD TRACK.  IT IS A STANDARD DISK STAMPED G 231
 MK1059'RESET 1972 AND IS 13.5 FEET EAST OF THE EAST RAIL OF THE
 MK1059'RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0884 ***********************************************************************
 MJ0884  DESIGNATION -  G 232
 MJ0884  PID         -  MJ0884
 MJ0884  STATE/COUNTY-  NE/SARPY
 MJ0884  COUNTRY     -  US
 MJ0884  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0884
 MJ0884                         *CURRENT SURVEY CONTROL
 MJ0884  ______________________________________________________________________
 MJ0884* NAD 83(1986) POSITION- 41 09 31.     (N) 095 54 27.     (W)   SCALED
 MJ0884* NAVD 88 ORTHO HEIGHT -   353.304 (meters)     1159.13  (feet) ADJUSTED
 MJ0884  ______________________________________________________________________
 MJ0884  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 MJ0884  DYNAMIC HEIGHT  -        353.160 (meters)     1158.66  (feet) COMP
 MJ0884  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 MJ0884
 MJ0884  VERT ORDER      -  SECOND    CLASS 0
 MJ0884
 MJ0884.The horizontal coordinates were scaled from a map and have
 MJ0884.an estimated accuracy of +/- 6 seconds.
 MJ0884
 MJ0884.The orthometric height was determined by differential leveling and
 MJ0884.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0884.in June 1991.
 MJ0884
 MJ0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0884.GEOID18 height accuracy estimate available here.
 MJ0884
 MJ0884.Click photographs - Photos may exist for this station.
 MJ0884
 MJ0884.The dynamic height is computed by dividing the NAVD 88
 MJ0884.geopotential number by the normal gravity value computed on the
 MJ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0884.degrees latitude (g = 980.6199 gals.).
 MJ0884
 MJ0884.The modeled gravity was interpolated from observed gravity values.
 MJ0884
 MJ0884;                    North         East    Units  Estimated Accuracy
 MJ0884;SPC NE       -   155,270.      843,260.      MT  (+/- 180 meters Scaled)
 MJ0884
 MJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560604(NAD 83)
 MJ0884
 MJ0884                          SUPERSEDED SURVEY CONTROL
 MJ0884
 MJ0884  NGVD 29 (??/??/92)  353.192  (m)         1158.76   (f) ADJ UNCH    2 0
 MJ0884
 MJ0884.Superseded values are not recommended for survey control.
 MJ0884
 MJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0884.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0884
 MJ0884_MARKER: DB = BENCH MARK DISK
 MJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0884_STAMPING: G 232 1947
 MJ0884_MARK LOGO: CGS
 MJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0884+STABILITY: SURFACE MOTION
 MJ0884
 MJ0884  HISTORY     - Date     Condition        Report By
 MJ0884  HISTORY     - 1947     MONUMENTED       CGS
 MJ0884
 MJ0884                          STATION DESCRIPTION
 MJ0884
 MJ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0884'2.3 MI N FROM BELLEVUE.
 MJ0884'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0884'PUBLIC SCHOOL, THENCE 2.1 MILES NORTH ALONG NEBRASKA STATE
 MJ0884'HIGHWAY 31, AT A JUNCTIONOF A PRIVATE ROAD AND THE HIGHWAY, 75.0
 MJ0884'FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 36.0
 MJ0884'FEET SOUTHEAST OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF
 MJ0884'THE HIGHWAY, 6.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET WEST
 MJ0884'OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 MJ0884'OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0527 ***********************************************************************
 MK0527  DESIGNATION -  G 233
 MK0527  PID         -  MK0527
 MK0527  STATE/COUNTY-  NE/WASHINGTON
 MK0527  COUNTRY     -  US
 MK0527  USGS QUAD   -  FORT CALHOUN (2017)
 MK0527
 MK0527                         *CURRENT SURVEY CONTROL
 MK0527  ______________________________________________________________________
 MK0527* NAD 83(1986) POSITION- 41 24 57.     (N) 096 04 43.     (W)   SCALED
 MK0527* NAVD 88 ORTHO HEIGHT -   366.725 (meters)     1203.16  (feet) ADJUSTED
 MK0527  ______________________________________________________________________
 MK0527  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 MK0527  DYNAMIC HEIGHT  -        366.547 (meters)     1202.58  (feet) COMP
 MK0527  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 MK0527
 MK0527  VERT ORDER      -  SECOND    CLASS 0
 MK0527
 MK0527.The horizontal coordinates were scaled from a map and have
 MK0527.an estimated accuracy of +/- 6 seconds.
 MK0527
 MK0527.The orthometric height was determined by differential leveling and
 MK0527.adjusted by the NATIONAL GEODETIC SURVEY
 MK0527.in June 1991.
 MK0527
 MK0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0527.GEOID18 height accuracy estimate available here.
 MK0527
 MK0527.Click photographs - Photos may exist for this station.
 MK0527
 MK0527.The dynamic height is computed by dividing the NAVD 88
 MK0527.geopotential number by the normal gravity value computed on the
 MK0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0527.degrees latitude (g = 980.6199 gals.).
 MK0527
 MK0527.The modeled gravity was interpolated from observed gravity values.
 MK0527
 MK0527;                    North         East    Units  Estimated Accuracy
 MK0527;SPC NE       -   183,130.      827,620.      MT  (+/- 180 meters Scaled)
 MK0527
 MK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441890(NAD 83)
 MK0527
 MK0527                          SUPERSEDED SURVEY CONTROL
 MK0527
 MK0527  NGVD 29 (??/??/92)  366.579  (m)         1202.68   (f) ADJ UNCH    2 0
 MK0527
 MK0527.Superseded values are not recommended for survey control.
 MK0527
 MK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0527.See file dsdata.pdf to determine how the superseded data were derived.
 MK0527
 MK0527_MARKER: DB = BENCH MARK DISK
 MK0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0527_STAMPING: G 233 1947
 MK0527_MARK LOGO: CGS
 MK0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0527+STABILITY: SURFACE MOTION
 MK0527
 MK0527  HISTORY     - Date     Condition        Report By
 MK0527  HISTORY     - 1947     MONUMENTED       CGS
 MK0527  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0527
 MK0527                          STATION DESCRIPTION
 MK0527
 MK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0527'5.1 MI SW FROM FORT CALHOUN.
 MK0527'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0527'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0527'THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 MK0527'WEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A
 MK0527'GRADED DIRT ROAD, 155 YARDS NORTH OF A ROAD JUNCTION, ABOUT
 MK0527'114 YARDS SOUTH OF A BRIDGE, 56 FEET SOUTH OF THE SOUTH END OF
 MK0527'A GATE AT AN ENTRANCE TO A FIELD, 31 FEET EAST OF AND LEVEL
 MK0527'WITH THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE CORNER,
 MK0527'2 FEET NORTH OF A 4 X 4 MARKER POST, 0.5 FOOT WEST OF A FENCE,
 MK0527'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 MK0527'THE GROUND.
 MK0527
 MK0527                          STATION RECOVERY (1966)
 MK0527
 MK0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1817 ***********************************************************************
 MK1817  DESIGNATION -  G 234 RESET
 MK1817  PID         -  MK1817
 MK1817  STATE/COUNTY-  NE/WASHINGTON
 MK1817  COUNTRY     -  US
 MK1817  USGS QUAD   -  MODALE (2018)
 MK1817
 MK1817                         *CURRENT SURVEY CONTROL
 MK1817  ______________________________________________________________________
 MK1817* NAD 83(1986) POSITION- 41 31 21.     (N) 096 06 40.     (W)   SCALED
 MK1817* NAVD 88 ORTHO HEIGHT -   345.59  (+/-2cm)     1133.8   (feet) VERTCON
 MK1817  ______________________________________________________________________
 MK1817  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 MK1817  VERT ORDER      -  THIRD (See Below)
 MK1817
 MK1817.The horizontal coordinates were scaled from a map and have
 MK1817.an estimated accuracy of +/- 6 seconds.
 MK1817
 MK1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1817
 MK1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1817.GEOID18 height accuracy estimate available here.
 MK1817
 MK1817.The vertical order pertains to the NGVD 29 superseded value.
 MK1817
 MK1817.Click photographs - Photos may exist for this station.
 MK1817
 MK1817;                    North         East    Units  Estimated Accuracy
 MK1817;SPC NE       -   194,840.      824,380.      MT  (+/- 180 meters Scaled)
 MK1817
 MK1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410007(NAD 83)
 MK1817
 MK1817                          SUPERSEDED SURVEY CONTROL
 MK1817
 MK1817  NGVD 29 (01/31/13)  345.45   (m)         1133.4    (f) RESET       3  
 MK1817
 MK1817.Superseded values are not recommended for survey control.
 MK1817
 MK1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1817.See file dsdata.pdf to determine how the superseded data were derived.
 MK1817
 MK1817_MARKER: DV = VERTICAL CONTROL DISK
 MK1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1817_STAMPING: G 234 RESET 1976
 MK1817_MARK LOGO: NGS
 MK1817_PROJECTION: PROJECTING 8 CENTIMETERS
 MK1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1817+STABILITY: SURFACE MOTION
 MK1817
 MK1817  HISTORY     - Date     Condition        Report By
 MK1817  HISTORY     - 1976     MONUMENTED       NONE
 MK1817
 MK1817                          STATION DESCRIPTION
 MK1817
 MK1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MK1817'2.1 MI SE FROM BLAIR.
 MK1817'0.2 MILES EAST ALONG COLFAX STREET FROM THE COURTHOUSE IN BLAIR,
 MK1817'THENCE 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, 70.5 FEET NORTH
 MK1817'OF A NUMBER 633 EMBEDED IN THE CONCRETE PAVEMENT, 12 FEET NORTHEAST OF
 MK1817'THE CENTERLINE OF THE HIGHWAY, 84.0 FEET EAST OF A NUMBER 634
 MK1817'EMBEDDED IN CONCRETE PAVEMENT, AND 12 FEET NORTHEAST
 MK1817'OF THE CENTERLINE OF THE HIGHWAY.
 MK1817'THE MARK IS 8 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0657 ***********************************************************************
 NM0657  DESIGNATION -  G 235
 NM0657  PID         -  NM0657
 NM0657  STATE/COUNTY-  NE/DAKOTA
 NM0657  COUNTRY     -  US
 NM0657  USGS QUAD   -  JACKSON (2017)
 NM0657
 NM0657                         *CURRENT SURVEY CONTROL
 NM0657  ______________________________________________________________________
 NM0657* NAD 83(1986) POSITION- 42 24 29.     (N) 096 32 27.     (W)   SCALED
 NM0657* NAVD 88 ORTHO HEIGHT -   335.347 (meters)     1100.22  (feet) ADJUSTED
 NM0657  ______________________________________________________________________
 NM0657  GEOID HEIGHT    -        -25.813 (meters)                     GEOID18
 NM0657  DYNAMIC HEIGHT  -        335.238 (meters)     1099.86  (feet) COMP
 NM0657  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 NM0657
 NM0657  VERT ORDER      -  FIRST     CLASS II
 NM0657
 NM0657.The horizontal coordinates were scaled from a map and have
 NM0657.an estimated accuracy of +/- 6 seconds.
 NM0657
 NM0657.The orthometric height was determined by differential leveling and
 NM0657.adjusted by the NATIONAL GEODETIC SURVEY
 NM0657.in June 1991.
 NM0657
 NM0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0657.GEOID18 height accuracy estimate available here.
 NM0657
 NM0657.Click photographs - Photos may exist for this station.
 NM0657
 NM0657.The dynamic height is computed by dividing the NAVD 88
 NM0657.geopotential number by the normal gravity value computed on the
 NM0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0657.degrees latitude (g = 980.6199 gals.).
 NM0657
 NM0657.The modeled gravity was interpolated from observed gravity values.
 NM0657
 NM0657;                    North         East    Units  Estimated Accuracy
 NM0657;SPC NE       -   291,570.      784,620.      MT  (+/- 180 meters Scaled)
 NM0657
 NM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM023980(NAD 83)
 NM0657
 NM0657                          SUPERSEDED SURVEY CONTROL
 NM0657
 NM0657  NGVD 29 (??/??/92)  335.187  (m)         1099.69   (f) ADJ UNCH    1 2
 NM0657
 NM0657.Superseded values are not recommended for survey control.
 NM0657
 NM0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0657.See file dsdata.pdf to determine how the superseded data were derived.
 NM0657
 NM0657_MARKER: DB = BENCH MARK DISK
 NM0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0657_STAMPING: G 235 1947
 NM0657_MARK LOGO: CGS
 NM0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0657+STABILITY: SURFACE MOTION
 NM0657
 NM0657  HISTORY     - Date     Condition        Report By
 NM0657  HISTORY     - 1947     MONUMENTED       CGS
 NM0657
 NM0657                          STATION DESCRIPTION
 NM0657
 NM0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0657'3.1 MI NE FROM HUBBARD.
 NM0657'ABOUT 3.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0657'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, ABOUT 60 YARDS
 NM0657'WEST OF AND ACROSS THE TRACK FROM MILE POST 13-15, 85.0 FEET
 NM0657'NORTHEAST OF A FENCE CORNER, 67.9 FEET SOUTHWEST OF THE WEST
 NM0657'CORNER OF A STONE HEADWALL FOR A TUBE CULVERT, 43.0 FEET NORTHWEST
 NM0657'OF AND ABOUT 5.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK,
 NM0657'13.3 FEET NORTHEAST OF A POWER POLE, 1.5 FEET SOUTHEAST OF THE
 NM0657'RIGHT OF WAY FENCE, 1.0 FOOT NORTHEAST OF A 4 IN X 4 IN MARKER
 NM0657'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 NM0657'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2005 ***********************************************************************
 NM2005  DESIGNATION -  G 236 RESET
 NM2005  PID         -  NM2005
 NM2005  STATE/COUNTY-  NE/DAKOTA
 NM2005  COUNTRY     -  US
 NM2005  USGS QUAD   -  HOMER (2017)
 NM2005
 NM2005                         *CURRENT SURVEY CONTROL
 NM2005  ______________________________________________________________________
 NM2005* NAD 83(1986) POSITION- 42 20 56.     (N) 096 28 02.     (W)   SCALED
 NM2005* NAVD 88 ORTHO HEIGHT -   333.25  (meters)     1093.3   (feet) RESET
 NM2005  ______________________________________________________________________
 NM2005  GEOID HEIGHT    -        -25.924 (meters)                     GEOID18
 NM2005  VERT ORDER      -  THIRD
 NM2005
 NM2005.The horizontal coordinates were scaled from a map and have
 NM2005.an estimated accuracy of +/- 6 seconds.
 NM2005
 NM2005.The orthometric height was computed from unverified reset data.
 NM2005
 NM2005.No vertical observational check was made to the station.
 NM2005
 NM2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2005.GEOID18 height accuracy estimate available here.
 NM2005
 NM2005.Click photographs - Photos may exist for this station.
 NM2005
 NM2005;                    North         East    Units  Estimated Accuracy
 NM2005;SPC NE       -   285,250.      790,940.      MT  (+/- 180 meters Scaled)
 NM2005
 NM2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM086916(NAD 83)
 NM2005
 NM2005                          SUPERSEDED SURVEY CONTROL
 NM2005
 NM2005  NGVD 29 (01/31/13)  333.09   (m)         1092.8    (f) RESET       3  
 NM2005
 NM2005.Superseded values are not recommended for survey control.
 NM2005
 NM2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2005.See file dsdata.pdf to determine how the superseded data were derived.
 NM2005
 NM2005_MARKER: DV = VERTICAL CONTROL DISK
 NM2005_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM2005_SP_SET: RAILROAD BRIDGE PIER
 NM2005_STAMPING: G 236 RESET 1983
 NM2005_MARK LOGO: NGS
 NM2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2005
 NM2005  HISTORY     - Date     Condition        Report By
 NM2005  HISTORY     - 1983     MONUMENTED       NGS
 NM2005
 NM2005                          STATION DESCRIPTION
 NM2005
 NM2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2005'0.16 KM (0.10 MI) EAST ALONG MAIN STREET, FROM THE POST OFFICE IN
 NM2005'HOMER, THENCE 3.62 KM (2.25 MI) LEFT AND NORTH ALONG US HIGHWAY 77 TO
 NM2005'A RAILROAD BRIDGE AND THE MARK ON THE LEFT, IN THE TOP OF THE EAST
 NM2005'END OF THE NORTH PIER OF THE RAILROAD BRIDGE, 0.45 M (1.48 FT)
 NM2005'NORTHEAST OF THE NORTH END OF THE EAST GIRDER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0522 ***********************************************************************
 NM0522  DESIGNATION -  G 237
 NM0522  PID         -  NM0522
 NM0522  STATE/COUNTY-  NE/THURSTON
 NM0522  COUNTRY     -  US
 NM0522  USGS QUAD   -  WALTHILL SW (2017)
 NM0522
 NM0522                         *CURRENT SURVEY CONTROL
 NM0522  ______________________________________________________________________
 NM0522* NAD 83(1986) POSITION- 42 07 03.     (N) 096 27 59.     (W)   SCALED
 NM0522* NAVD 88 ORTHO HEIGHT -   389.557 (meters)     1278.07  (feet) ADJUSTED
 NM0522  ______________________________________________________________________
 NM0522  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 NM0522  DYNAMIC HEIGHT  -        389.419 (meters)     1277.62  (feet) COMP
 NM0522  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 NM0522
 NM0522  VERT ORDER      -  SECOND    CLASS 0
 NM0522
 NM0522.The horizontal coordinates were scaled from a map and have
 NM0522.an estimated accuracy of +/- 6 seconds.
 NM0522
 NM0522.The orthometric height was determined by differential leveling and
 NM0522.adjusted by the NATIONAL GEODETIC SURVEY
 NM0522.in June 1991.
 NM0522
 NM0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0522.GEOID18 height accuracy estimate available here.
 NM0522
 NM0522.Click photographs - Photos may exist for this station.
 NM0522
 NM0522.The dynamic height is computed by dividing the NAVD 88
 NM0522.geopotential number by the normal gravity value computed on the
 NM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0522.degrees latitude (g = 980.6199 gals.).
 NM0522
 NM0522.The modeled gravity was interpolated from observed gravity values.
 NM0522
 NM0522;                    North         East    Units  Estimated Accuracy
 NM0522;SPC NE       -   259,580.      792,060.      MT  (+/- 180 meters Scaled)
 NM0522
 NM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM094659(NAD 83)
 NM0522
 NM0522                          SUPERSEDED SURVEY CONTROL
 NM0522
 NM0522  NGVD 29 (??/??/92)  389.402  (m)         1277.56   (f) ADJ UNCH    2 0
 NM0522
 NM0522.Superseded values are not recommended for survey control.
 NM0522
 NM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0522.See file dsdata.pdf to determine how the superseded data were derived.
 NM0522
 NM0522_MARKER: DB = BENCH MARK DISK
 NM0522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0522_SP_SET: BOX CULVERT HEADWALL
 NM0522_STAMPING: G 237 1947
 NM0522_MARK LOGO: CGS
 NM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0522+STABILITY: SURFACE MOTION
 NM0522
 NM0522  HISTORY     - Date     Condition        Report By
 NM0522  HISTORY     - 1947     MONUMENTED       CGS
 NM0522
 NM0522                          STATION DESCRIPTION
 NM0522
 NM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0522'2.6 MI S FROM WALTHILL.
 NM0522'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0522'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 2.2 MILES
 NM0522'ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK, BENCH MARK IS 20.0
 NM0522'FEET WEST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE
 NM0522'OF THE HIGHWAY, ON TOP OF THE NORTH END OF THE WEST HEADWALL OF
 NM0522'A 4 FT X 6 FT CONCRETE BOX CULVERT AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0523 ***********************************************************************
 NM0523  DESIGNATION -  G 237 RESET
 NM0523  PID         -  NM0523
 NM0523  STATE/COUNTY-  NE/THURSTON
 NM0523  COUNTRY     -  US
 NM0523  USGS QUAD   -  WALTHILL SW (2017)
 NM0523
 NM0523                         *CURRENT SURVEY CONTROL
 NM0523  ______________________________________________________________________
 NM0523* NAD 83(1986) POSITION- 42 07 03.     (N) 096 27 59.     (W)   SCALED
 NM0523* NAVD 88 ORTHO HEIGHT -   390.76  (meters)     1282.0   (feet) RESET
 NM0523  ______________________________________________________________________
 NM0523  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 NM0523  VERT ORDER      -  THIRD
 NM0523
 NM0523.The horizontal coordinates were scaled from a map and have
 NM0523.an estimated accuracy of +/- 6 seconds.
 NM0523
 NM0523.The orthometric height was computed from unverified reset data.
 NM0523
 NM0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0523.GEOID18 height accuracy estimate available here.
 NM0523
 NM0523.Click photographs - Photos may exist for this station.
 NM0523
 NM0523;                    North         East    Units  Estimated Accuracy
 NM0523;SPC NE       -   259,580.      792,060.      MT  (+/- 180 meters Scaled)
 NM0523
 NM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM094659(NAD 83)
 NM0523
 NM0523                          SUPERSEDED SURVEY CONTROL
 NM0523
 NM0523  NGVD 29 (??/??/??)  390.60   (m)         1281.5    (f) RESET       3  
 NM0523
 NM0523.Superseded values are not recommended for survey control.
 NM0523
 NM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0523.See file dsdata.pdf to determine how the superseded data were derived.
 NM0523
 NM0523_MARKER: DB = BENCH MARK DISK
 NM0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0523_STAMPING: G 237 RESET 1965
 NM0523_MARK LOGO: CGS
 NM0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0523+STABILITY: SURFACE MOTION
 NM0523
 NM0523  HISTORY     - Date     Condition        Report By
 NM0523  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0523  HISTORY     - 1967     GOOD             LOCENG
 NM0523  HISTORY     - 20160616 MARK NOT FOUND   NEGS
 NM0523
 NM0523                          STATION DESCRIPTION
 NM0523
 NM0523'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0523'2.6 MI S FROM WALTHILL.
 NM0523'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0523'STATION AT WALTHILL, THENCE 2.2 MILES SOUTH ALONG U.S. HIGHWAY
 NM0523'77, 147 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 NM0523'BOX CULVERT PARAPET, 132 FEET SOUTH OF WEST CROSS FENCE, 112
 NM0523'FEET NORTH-NORTHWEST OF PAVEMENT MARKER STATION 434 + 00, 109
 NM0523'FEET SOUTH-SOUTHWEST OF PAVEMENT MARKER STATION 434 + 00, 59
 NM0523'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 NM0523'OF A 4 INCH SQUARE CONCRETE POST WITH A 8 INCH SQUARE TOP
 NM0523'PROJECTING 4 INCHES ABOVE THE GROUND, AND ABOUT 3.5 FEET LOWER
 NM0523'THAN THE HIGHWAY.
 NM0523
 NM0523                          STATION RECOVERY (2016)
 NM0523
 NM0523'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0523'MARK NOT FOUND
 NM0523'LOTS OF SILT IN THE AREA
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0708 ***********************************************************************
 NM0708  DESIGNATION -  G 238
 NM0708  PID         -  NM0708
 NM0708  STATE/COUNTY-  NE/THURSTON
 NM0708  COUNTRY     -  US
 NM0708  USGS QUAD   -  EMERSON (2017)
 NM0708
 NM0708                         *CURRENT SURVEY CONTROL
 NM0708  ______________________________________________________________________
 NM0708* NAD 83(1986) POSITION- 42 15 49.     (N) 096 40 05.     (W)   SCALED
 NM0708* NAVD 88 ORTHO HEIGHT -   428.896 (meters)     1407.14  (feet) ADJUSTED
 NM0708  ______________________________________________________________________
 NM0708  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 NM0708  DYNAMIC HEIGHT  -        428.748 (meters)     1406.65  (feet) COMP
 NM0708  MODELED GRAVITY -    980,264.2   (mgal)                       NAVD 88
 NM0708
 NM0708  VERT ORDER      -  SECOND    CLASS 0
 NM0708
 NM0708.The horizontal coordinates were scaled from a map and have
 NM0708.an estimated accuracy of +/- 6 seconds.
 NM0708
 NM0708.The orthometric height was determined by differential leveling and
 NM0708.adjusted by the NATIONAL GEODETIC SURVEY
 NM0708.in June 1991.
 NM0708
 NM0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0708.GEOID18 height accuracy estimate available here.
 NM0708
 NM0708.Click photographs - Photos may exist for this station.
 NM0708
 NM0708.The dynamic height is computed by dividing the NAVD 88
 NM0708.geopotential number by the normal gravity value computed on the
 NM0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0708.degrees latitude (g = 980.6199 gals.).
 NM0708
 NM0708.The modeled gravity was interpolated from observed gravity values.
 NM0708
 NM0708;                    North         East    Units  Estimated Accuracy
 NM0708;SPC NE       -   275,130.      774,770.      MT  (+/- 180 meters Scaled)
 NM0708
 NM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM923816(NAD 83)
 NM0708
 NM0708                          SUPERSEDED SURVEY CONTROL
 NM0708
 NM0708  NGVD 29 (??/??/92)  428.724  (m)         1406.57   (f) ADJ UNCH    2 0
 NM0708
 NM0708.Superseded values are not recommended for survey control.
 NM0708
 NM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0708.See file dsdata.pdf to determine how the superseded data were derived.
 NM0708
 NM0708_MARKER: DB = BENCH MARK DISK
 NM0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0708_STAMPING: G 238 1947
 NM0708_MARK LOGO: CGS
 NM0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0708+STABILITY: SURFACE MOTION
 NM0708
 NM0708  HISTORY     - Date     Condition        Report By
 NM0708  HISTORY     - 1947     MONUMENTED       CGS
 NM0708  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0708
 NM0708                          STATION DESCRIPTION
 NM0708
 NM0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0708'4 MI E FROM EMERSON.
 NM0708'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0708'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE 3.1 MILES EAST
 NM0708'TO A DIRT CROSS ROAD AND THE EASTPORT SCHOOLHOUSE, 87.0 FEET
 NM0708'SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 75.0
 NM0708'FEET SOUTHEAST OF A TRANSFORMER POLE, 107.0 FEET WEST OF THE
 NM0708'CENTER LINE OF THE NORTH-SOUTH ROAD, 23.0 FEET SOUTH OF THE
 NM0708'CENTER LINE OF THE EAST-WEST ROAD, 68.8 FEET WEST OF A FENCE
 NM0708'CORNER, 1.0 FOOT NORTH OF A BARBED WIRE FENCE, 1.0 FOOT EAST
 NM0708'OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST.
 NM0708
 NM0708                          STATION RECOVERY (1965)
 NM0708
 NM0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0532 ***********************************************************************
 NM0532  DESIGNATION -  G 239
 NM0532  PID         -  NM0532
 NM0532  STATE/COUNTY-  NE/THURSTON
 NM0532  COUNTRY     -  US
 NM0532  USGS QUAD   -  WALTHILL SW (2017)
 NM0532
 NM0532                         *CURRENT SURVEY CONTROL
 NM0532  ______________________________________________________________________
 NM0532* NAD 83(1986) POSITION- 42 02 47.     (N) 096 27 46.     (W)   SCALED
 NM0532* NAVD 88 ORTHO HEIGHT -   444.796 (meters)     1459.30  (feet) ADJUSTED
 NM0532  ______________________________________________________________________
 NM0532  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 NM0532  DYNAMIC HEIGHT  -        444.635 (meters)     1458.77  (feet) COMP
 NM0532  MODELED GRAVITY -    980,245.4   (mgal)                       NAVD 88
 NM0532
 NM0532  VERT ORDER      -  SECOND    CLASS 0
 NM0532
 NM0532.The horizontal coordinates were scaled from a map and have
 NM0532.an estimated accuracy of +/- 6 seconds.
 NM0532
 NM0532.The orthometric height was determined by differential leveling and
 NM0532.adjusted by the NATIONAL GEODETIC SURVEY
 NM0532.in June 1991.
 NM0532
 NM0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0532.GEOID18 height accuracy estimate available here.
 NM0532
 NM0532.Click photographs - Photos may exist for this station.
 NM0532
 NM0532.The dynamic height is computed by dividing the NAVD 88
 NM0532.geopotential number by the normal gravity value computed on the
 NM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0532.degrees latitude (g = 980.6199 gals.).
 NM0532
 NM0532.The modeled gravity was interpolated from observed gravity values.
 NM0532
 NM0532;                    North         East    Units  Estimated Accuracy
 NM0532;SPC NE       -   251,700.      792,680.      MT  (+/- 180 meters Scaled)
 NM0532
 NM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099580(NAD 83)
 NM0532
 NM0532                          SUPERSEDED SURVEY CONTROL
 NM0532
 NM0532  NGVD 29 (??/??/92)  444.639  (m)         1458.79   (f) ADJ UNCH    2 0
 NM0532
 NM0532.Superseded values are not recommended for survey control.
 NM0532
 NM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0532.See file dsdata.pdf to determine how the superseded data were derived.
 NM0532
 NM0532_MARKER: DB = BENCH MARK DISK
 NM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0532_STAMPING: G 239 1947
 NM0532_MARK LOGO: CGS
 NM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0532+STABILITY: SURFACE MOTION
 NM0532
 NM0532  HISTORY     - Date     Condition        Report By
 NM0532  HISTORY     - 1947     MONUMENTED       CGS
 NM0532  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0532  HISTORY     - 20160613 MARK NOT FOUND   NEGS
 NM0532
 NM0532                          STATION DESCRIPTION
 NM0532
 NM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0532'7.9 MI SE FROM WALTHILL.
 NM0532'0.6 MILE EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 NM0532'AT WALTHILL, THENCE 7.3 MILES SOUTH ALONG U.S. HIGHWAY 77, AT A
 NM0532'CROSS ROAD, 57.4 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 NM0532'ROAD, 38.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28.4
 NM0532'FEET NORTHEAST OF A POWER POLE, 7.0 FEET NORTH OF A FENCE CORNER,
 NM0532'1.0 FOOT EAST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4
 NM0532'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0532'0.2 FOOT ABOVE THE GROUND.
 NM0532
 NM0532                          STATION RECOVERY (1967)
 NM0532
 NM0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0532'MARK NOT FOUND.
 NM0532
 NM0532                          STATION RECOVERY (2016)
 NM0532
 NM0532'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0532'MARK NOT FOUND
 NM0532'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0799 ***********************************************************************
 LH0799  DESIGNATION -  G 24 RESET
 LH0799  PID         -  LH0799
 LH0799  STATE/COUNTY-  NE/GOSPER
 LH0799  COUNTRY     -  US
 LH0799  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0799
 LH0799                         *CURRENT SURVEY CONTROL
 LH0799  ______________________________________________________________________
 LH0799* NAD 83(1986) POSITION- 40 39 17.     (N) 099 49 43.     (W)   SCALED
 LH0799* NAVD 88 ORTHO HEIGHT -   790.604 (meters)     2593.84  (feet) ADJUSTED
 LH0799  ______________________________________________________________________
 LH0799  GEOID HEIGHT    -        -24.066 (meters)                     GEOID18
 LH0799  DYNAMIC HEIGHT  -        790.115 (meters)     2592.24  (feet) COMP
 LH0799  MODELED GRAVITY -    979,979.8   (mgal)                       NAVD 88
 LH0799
 LH0799  VERT ORDER      -  FIRST     CLASS II
 LH0799
 LH0799.The horizontal coordinates were scaled from a map and have
 LH0799.an estimated accuracy of +/- 6 seconds.
 LH0799
 LH0799.The orthometric height was determined by differential leveling and
 LH0799.adjusted by the NATIONAL GEODETIC SURVEY
 LH0799.in June 1991.
 LH0799
 LH0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0799.GEOID18 height accuracy estimate available here.
 LH0799
 LH0799.Click photographs - Photos may exist for this station.
 LH0799
 LH0799.The dynamic height is computed by dividing the NAVD 88
 LH0799.geopotential number by the normal gravity value computed on the
 LH0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0799.degrees latitude (g = 980.6199 gals.).
 LH0799
 LH0799.The modeled gravity was interpolated from observed gravity values.
 LH0799
 LH0799;                    North         East    Units  Estimated Accuracy
 LH0799;SPC NE       -    91,210.      514,490.      MT  (+/- 180 meters Scaled)
 LH0799
 LH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML299007(NAD 83)
 LH0799
 LH0799                          SUPERSEDED SURVEY CONTROL
 LH0799
 LH0799  NGVD 29 (??/??/??)  790.34   (m)         2593.0    (f) RESET       3  
 LH0799  NGVD 29 (02/14/92)  790.309  (m)         2592.87   (f) ADJUSTED    1 2
 LH0799
 LH0799.Superseded values are not recommended for survey control.
 LH0799
 LH0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0799.See file dsdata.pdf to determine how the superseded data were derived.
 LH0799
 LH0799_MARKER: DB = BENCH MARK DISK
 LH0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0799_STAMPING: G 24 RESET 1965
 LH0799_MARK LOGO: CGS
 LH0799_PROJECTION: RECESSED 10 CENTIMETERS
 LH0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0799+STABILITY: SURFACE MOTION
 LH0799
 LH0799  HISTORY     - Date     Condition        Report By
 LH0799  HISTORY     - 1965     MONUMENTED       CGS
 LH0799  HISTORY     - 1986     GOOD             NGS
 LH0799
 LH0799                          STATION DESCRIPTION
 LH0799
 LH0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LH0799'5 MI N FROM ELWOOD.
 LH0799'5.1 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY COURTHOUSE
 LH0799'IN ELWOOD, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD.  ON BANK
 LH0799'ABOUT 4 FEET HIGHER THAN THE ROAD, 53 FEET SOUTHEAST OF THE
 LH0799'CENTER LINE OF ROAD AND PRIVATE DRIVEWAY, 33 FEET SOUTH OF CENTER
 LH0799'LINE OF ROAD, 3 FEET SOUTHEAST OF A POWER LINE POLE AND 1 FOOT
 LH0799'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED,
 LH0799'G 24 RESET 1965, IN THE TOP OF A CONCRETE MONUMENT AND PROJECTING
 LH0799'5 INCHES.
 LH0799
 LH0799                          STATION RECOVERY (1986)
 LH0799
 LH0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0799'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.2 KM (5.1
 LH0799'MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0799'THENCE 0.25 KM (0.15 MI) EAST ALONG A DIRT ROAD, 10.0 METERS (33 FT)
 LH0799'SOUTH OF THE CENTER OF THE ROAD, 6.4 METERS (21 FT) EAST OF THE EAST
 LH0799'END OF A WIRE GATE, 1.0 METERS (3.5 FT) SOUTHEAST OF A POWER POLE WITH
 LH0799'A TRANSFORMER AND 0.5 METER (1.5 FT) SOUTH OF A BARB WIRE FENCE.
 LH0799'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 LH0799'THE MARK IS 1.2 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0446 ***********************************************************************
 NM0446  DESIGNATION -  G 240
 NM0446  PID         -  NM0446
 NM0446  STATE/COUNTY-  NE/THURSTON
 NM0446  COUNTRY     -  US
 NM0446  USGS QUAD   -  MACY (2017)
 NM0446
 NM0446                         *CURRENT SURVEY CONTROL
 NM0446  ______________________________________________________________________
 NM0446* NAD 83(1986) POSITION- 42 07 11.     (N) 096 21 22.     (W)   SCALED
 NM0446* NAVD 88 ORTHO HEIGHT -   368.250 (meters)     1208.17  (feet) ADJUSTED
 NM0446  ______________________________________________________________________
 NM0446  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 NM0446  DYNAMIC HEIGHT  -        368.123 (meters)     1207.75  (feet) COMP
 NM0446  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 NM0446
 NM0446  VERT ORDER      -  SECOND    CLASS 0
 NM0446
 NM0446.The horizontal coordinates were scaled from a map and have
 NM0446.an estimated accuracy of +/- 6 seconds.
 NM0446
 NM0446.The orthometric height was determined by differential leveling and
 NM0446.adjusted by the NATIONAL GEODETIC SURVEY
 NM0446.in June 1991.
 NM0446
 NM0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0446.GEOID18 height accuracy estimate available here.
 NM0446
 NM0446.Click photographs - Photos may exist for this station.
 NM0446
 NM0446.The dynamic height is computed by dividing the NAVD 88
 NM0446.geopotential number by the normal gravity value computed on the
 NM0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0446.degrees latitude (g = 980.6199 gals.).
 NM0446
 NM0446.The modeled gravity was interpolated from observed gravity values.
 NM0446
 NM0446;                    North         East    Units  Estimated Accuracy
 NM0446;SPC NE       -   260,200.      801,160.      MT  (+/- 180 meters Scaled)
 NM0446
 NM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM185664(NAD 83)
 NM0446
 NM0446                          SUPERSEDED SURVEY CONTROL
 NM0446
 NM0446  NGVD 29 (??/??/92)  368.101  (m)         1207.68   (f) ADJ UNCH    2 0
 NM0446
 NM0446.Superseded values are not recommended for survey control.
 NM0446
 NM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0446.See file dsdata.pdf to determine how the superseded data were derived.
 NM0446
 NM0446_MARKER: DB = BENCH MARK DISK
 NM0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0446_STAMPING: G 240 1947
 NM0446_MARK LOGO: CGS
 NM0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0446+STABILITY: SURFACE MOTION
 NM0446
 NM0446  HISTORY     - Date     Condition        Report By
 NM0446  HISTORY     - 1947     MONUMENTED       CGS
 NM0446  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0446
 NM0446                          STATION DESCRIPTION
 NM0446
 NM0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0446'9.4 MI SE FROM WALTHILL.
 NM0446'6.5 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0446'AT WALTHILL, THENCE SOUTHEAST 2.9 MILES ALONG U.S. HIGHWAY NO.
 NM0446'73E, AT THE JUNCTION OF A DIRT CROSSROAD, 1.0 MILE SOUTH OF
 NM0446'BENCH MARK F 240, 98.9 FEET NORTH OF THE CENTER LINE OF THE
 NM0446'HIGHWAY, 36.5 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD
 NM0446'LEADING NORTH, 7.3 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST
 NM0446'OF A WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST, SET IN
 NM0446'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0446
 NM0446                          STATION RECOVERY (1965)
 NM0446
 NM0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0294 ***********************************************************************
 MK0294  DESIGNATION -  G 241
 MK0294  PID         -  MK0294
 MK0294  STATE/COUNTY-  NE/BURT
 MK0294  COUNTRY     -  US
 MK0294  USGS QUAD   -  BERTHA (2017)
 MK0294
 MK0294                         *CURRENT SURVEY CONTROL
 MK0294  ______________________________________________________________________
 MK0294* NAD 83(1986) POSITION- 41 53 14.     (N) 096 19 40.     (W)   SCALED
 MK0294* NAVD 88 ORTHO HEIGHT -   423.577 (meters)     1389.69  (feet) ADJUSTED
 MK0294  ______________________________________________________________________
 MK0294  GEOID HEIGHT    -        -26.429 (meters)                     GEOID18
 MK0294  DYNAMIC HEIGHT  -        423.421 (meters)     1389.17  (feet) COMP
 MK0294  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 MK0294
 MK0294  VERT ORDER      -  SECOND    CLASS 0
 MK0294
 MK0294.The horizontal coordinates were scaled from a map and have
 MK0294.an estimated accuracy of +/- 6 seconds.
 MK0294
 MK0294.The orthometric height was determined by differential leveling and
 MK0294.adjusted by the NATIONAL GEODETIC SURVEY
 MK0294.in June 1991.
 MK0294
 MK0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0294.GEOID18 height accuracy estimate available here.
 MK0294
 MK0294.Click photographs - Photos may exist for this station.
 MK0294
 MK0294.The dynamic height is computed by dividing the NAVD 88
 MK0294.geopotential number by the normal gravity value computed on the
 MK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0294.degrees latitude (g = 980.6199 gals.).
 MK0294
 MK0294.The modeled gravity was interpolated from observed gravity values.
 MK0294
 MK0294;                    North         East    Units  Estimated Accuracy
 MK0294;SPC NE       -   234,510.      804,590.      MT  (+/- 180 meters Scaled)
 MK0294
 MK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM217407(NAD 83)
 MK0294
 MK0294                          SUPERSEDED SURVEY CONTROL
 MK0294
 MK0294  NGVD 29 (??/??/92)  423.432  (m)         1389.21   (f) ADJ UNCH    2 0
 MK0294
 MK0294.Superseded values are not recommended for survey control.
 MK0294
 MK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0294.See file dsdata.pdf to determine how the superseded data were derived.
 MK0294
 MK0294_MARKER: DB = BENCH MARK DISK
 MK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0294_STAMPING: G 241 1947
 MK0294_MARK LOGO: CGS
 MK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0294+STABILITY: SURFACE MOTION
 MK0294
 MK0294  HISTORY     - Date     Condition        Report By
 MK0294  HISTORY     - 1947     MONUMENTED       CGS
 MK0294
 MK0294                          STATION DESCRIPTION
 MK0294
 MK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0294'8.7 MI NE FROM CRAIG.
 MK0294'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL AT
 MK0294'CRAIG, THENCE 7.0 MILES NORTH AND 1.0 MILE EAST ALONG GRAVEL
 MK0294'ROADS, 1.0 MILE EAST OF THE BERTHA GENERAL STORE, AT THE TOP OF A
 MK0294'HILL, 227.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH CROSS ROAD,
 MK0294'45.5 FEET WEST OF POWER LINE POLE NO. C5 17, 32.0 FEET NORTH OF
 MK0294'THE CENTER OF THE EAST-WEST ROAD, 26.0 FEET WEST OF THE CENTER
 MK0294'OF A PRIVATE DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 10.0 FEET
 MK0294'WEST OF A FENCE CORNER POST, 1.5 FOOT EAST OF A REFERENCE POST,
 MK0294'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0294'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0169 ***********************************************************************
 MK0169  DESIGNATION -  G 242
 MK0169  PID         -  MK0169
 MK0169  STATE/COUNTY-  NE/BURT
 MK0169  COUNTRY     -  US
 MK0169  USGS QUAD   -  TEKAMAH NW (2017)
 MK0169
 MK0169                         *CURRENT SURVEY CONTROL
 MK0169  ______________________________________________________________________
 MK0169* NAD 83(1986) POSITION- 41 58 16.     (N) 096 12 27.     (W)   SCALED
 MK0169* NAVD 88 ORTHO HEIGHT -   319.794 (meters)     1049.19  (feet) ADJUSTED
 MK0169  ______________________________________________________________________
 MK0169  GEOID HEIGHT    -        -26.831 (meters)                     GEOID18
 MK0169  DYNAMIC HEIGHT  -        319.679 (meters)     1048.81  (feet) COMP
 MK0169  MODELED GRAVITY -    980,253.8   (mgal)                       NAVD 88
 MK0169
 MK0169  VERT ORDER      -  SECOND    CLASS 0
 MK0169
 MK0169.The horizontal coordinates were scaled from a map and have
 MK0169.an estimated accuracy of +/- 6 seconds.
 MK0169
 MK0169.The orthometric height was determined by differential leveling and
 MK0169.adjusted by the NATIONAL GEODETIC SURVEY
 MK0169.in June 1991.
 MK0169
 MK0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0169.GEOID18 height accuracy estimate available here.
 MK0169
 MK0169.Click photographs - Photos may exist for this station.
 MK0169
 MK0169.The dynamic height is computed by dividing the NAVD 88
 MK0169.geopotential number by the normal gravity value computed on the
 MK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0169.degrees latitude (g = 980.6199 gals.).
 MK0169
 MK0169.The modeled gravity was interpolated from observed gravity values.
 MK0169
 MK0169;                    North         East    Units  Estimated Accuracy
 MK0169;SPC NE       -   244,240.      814,160.      MT  (+/- 180 meters Scaled)
 MK0169
 MK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM313503(NAD 83)
 MK0169
 MK0169                          SUPERSEDED SURVEY CONTROL
 MK0169
 MK0169  NGVD 29 (??/??/92)  319.651  (m)         1048.72   (f) ADJ UNCH    2 0
 MK0169
 MK0169.Superseded values are not recommended for survey control.
 MK0169
 MK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0169.See file dsdata.pdf to determine how the superseded data were derived.
 MK0169
 MK0169_MARKER: DB = BENCH MARK DISK
 MK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0169_STAMPING: G 242 1947
 MK0169_MARK LOGO: CGS
 MK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0169+STABILITY: SURFACE MOTION
 MK0169
 MK0169  HISTORY     - Date     Condition        Report By
 MK0169  HISTORY     - 1947     MONUMENTED       CGS
 MK0169  HISTORY     - 1974     GOOD             LOCSUR
 MK0169
 MK0169                          STATION DESCRIPTION
 MK0169
 MK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0169'4.4 MI SE FROM DECATUR.
 MK0169'1.3 MILE SOUTH ALONG US. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0169'AT DECATUR, THENCE 2.1 MILES EAST AND 1.0 MILE SOUTH ALONG
 MK0169'A GRAVEL ROAD, IN THE SOUTHWEST ANGLE OF A CROSS ROAD, 84.0
 MK0169'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SCHOOL HOUSE,
 MK0169'37.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 35.0
 MK0169'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 7.0 FEET
 MK0169'SOUTHWEST OF A POWER LINE POLE, 5.0 FEET SOUTHWEST OF A TELEPHONE
 MK0169'POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0169'POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0169
 MK0169                          STATION RECOVERY (1974)
 MK0169
 MK0169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0631 ***********************************************************************
 MK0631  DESIGNATION -  G 243
 MK0631  PID         -  MK0631
 MK0631  STATE/COUNTY-  NE/DOUGLAS
 MK0631  COUNTRY     -  US
 MK0631  USGS QUAD   -  IRVINGTON (2017)
 MK0631
 MK0631                         *CURRENT SURVEY CONTROL
 MK0631  ______________________________________________________________________
 MK0631* NAD 83(1986) POSITION- 41 19 15.97   (N) 096 07 11.33   (W)   HD_HELD1
 MK0631* NAVD 88 ORTHO HEIGHT -   326.433 (meters)     1070.97  (feet) ADJUSTED
 MK0631  ______________________________________________________________________
 MK0631  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 MK0631  DYNAMIC HEIGHT  -        326.287 (meters)     1070.49  (feet) COMP
 MK0631  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 MK0631
 MK0631  VERT ORDER      -  SECOND    CLASS 0
 MK0631
 MK0631.The horizontal coordinates were determined by differentially corrected
 MK0631.hand held GPS observations or other comparable positioning techniques
 MK0631.and have an estimated accuracy of +/- 3 meters.
 MK0631
 MK0631.The orthometric height was determined by differential leveling and
 MK0631.adjusted by the NATIONAL GEODETIC SURVEY
 MK0631.in June 1991.
 MK0631
 MK0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0631.GEOID18 height accuracy estimate available here.
 MK0631
 MK0631.Click photographs - Photos may exist for this station.
 MK0631
 MK0631.The dynamic height is computed by dividing the NAVD 88
 MK0631.geopotential number by the normal gravity value computed on the
 MK0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0631.degrees latitude (g = 980.6199 gals.).
 MK0631
 MK0631.The modeled gravity was interpolated from observed gravity values.
 MK0631
 MK0631;                    North         East    Units  Estimated Accuracy
 MK0631;SPC NE       -   172,466.4     824,652.4     MT  (+/- 3 meters HH1 GPS) 
 MK0631
 MK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4106178405(NAD 83)
 MK0631
 MK0631                          SUPERSEDED SURVEY CONTROL
 MK0631
 MK0631  NGVD 29 (??/??/92)  326.309  (m)         1070.57   (f) ADJ UNCH    2 0
 MK0631
 MK0631.Superseded values are not recommended for survey control.
 MK0631
 MK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0631.See file dsdata.pdf to determine how the superseded data were derived.
 MK0631
 MK0631_MARKER: DB = BENCH MARK DISK
 MK0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0631_STAMPING: G 243 1947
 MK0631_MARK LOGO: CGS
 MK0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0631+STABILITY: SURFACE MOTION
 MK0631
 MK0631  HISTORY     - Date     Condition        Report By
 MK0631  HISTORY     - 1947     MONUMENTED       CGS
 MK0631  HISTORY     - 1976     GOOD             LOCSUR
 MK0631  HISTORY     - 19950711 POOR             NGS
 MK0631
 MK0631                          STATION DESCRIPTION
 MK0631
 MK0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0631'4.2 MI SE FROM BENNINGTON.
 MK0631'1.5 MILE SOUTH ALONG A PAVED ROAD FROM THE BENNINGTON SCHOOL
 MK0631'AT BENNINGTON, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 MK0631'NO. 8, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTH TO MILLARD,
 MK0631'33.0 FEET WEST OF A POINT IN LINE WITH THE CENTER OF THE ROAD
 MK0631'LEADING SOUTH, 31.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 MK0631'6.5 FEET NORTH OF A GUY WIRE BRACED POWER LINE POLE WHICH IS
 MK0631'AT A POWER LINE JUNCTION, 6.0 FEET SOUTH OF A POINT IN LINE
 MK0631'WITH THE CENTER OF THE EAST-WEST SECTION OF THE HIGHWAY, 2.0 FEET
 MK0631'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 MK0631'FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.  NOTE-- THIS BENCH
 MK0631'MARK IS ALSO 0.6 MILE SOUTH ALONG AN OILED ROAD AND 3.85 MILES
 MK0631'NORTHWEST ALONG STATE HIGHWAY NO. 8 FROM THE POST OFFICE
 MK0631'AT IRVINGTON.
 MK0631
 MK0631                          STATION RECOVERY (1976)
 MK0631
 MK0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0631'RECOVERED IN GOOD CONDITION.
 MK0631
 MK0631                          STATION RECOVERY (1995)
 MK0631
 MK0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK0631'MARK WAS FOUND LEADING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0587 ***********************************************************************
 MK0587  DESIGNATION -  G 244
 MK0587  PID         -  MK0587
 MK0587  STATE/COUNTY-  NE/DODGE
 MK0587  COUNTRY     -  US
 MK0587  USGS QUAD   -  FREMONT WEST (2017)
 MK0587
 MK0587                         *CURRENT SURVEY CONTROL
 MK0587  ______________________________________________________________________
 MK0587* NAD 83(1986) POSITION- 41 27 02.     (N) 096 30 39.     (W)   SCALED
 MK0587* NAVD 88 ORTHO HEIGHT -   366.807 (meters)     1203.43  (feet) ADJUSTED
 MK0587  ______________________________________________________________________
 MK0587  GEOID HEIGHT    -        -27.014 (meters)                     GEOID18
 MK0587  DYNAMIC HEIGHT  -        366.642 (meters)     1202.89  (feet) COMP
 MK0587  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 MK0587
 MK0587  VERT ORDER      -  SECOND    CLASS 0
 MK0587
 MK0587.This mark is at Fremont Municipal Airport (FET)
 MK0587
 MK0587.The horizontal coordinates were scaled from a map and have
 MK0587.an estimated accuracy of +/- 6 seconds.
 MK0587
 MK0587.The orthometric height was determined by differential leveling and
 MK0587.adjusted by the NATIONAL GEODETIC SURVEY
 MK0587.in June 1991.
 MK0587
 MK0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0587.GEOID18 height accuracy estimate available here.
 MK0587
 MK0587.Click photographs - Photos may exist for this station.
 MK0587
 MK0587.The dynamic height is computed by dividing the NAVD 88
 MK0587.geopotential number by the normal gravity value computed on the
 MK0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0587.degrees latitude (g = 980.6199 gals.).
 MK0587
 MK0587.The modeled gravity was interpolated from observed gravity values.
 MK0587
 MK0587;                    North         East    Units  Estimated Accuracy
 MK0587;SPC NE       -   185,430.      791,380.      MT  (+/- 180 meters Scaled)
 MK0587
 MK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL079917(NAD 83)
 MK0587
 MK0587                          SUPERSEDED SURVEY CONTROL
 MK0587
 MK0587  NGVD 29 (??/??/92)  366.660  (m)         1202.95   (f) ADJ UNCH    2 0
 MK0587
 MK0587.Superseded values are not recommended for survey control.
 MK0587
 MK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0587.See file dsdata.pdf to determine how the superseded data were derived.
 MK0587
 MK0587_MARKER: DB = BENCH MARK DISK
 MK0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0587_SP_SET: HANGAR
 MK0587_STAMPING: G 244 1947
 MK0587_MARK LOGO: CGS
 MK0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0587+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1998
 MK0587
 MK0587  HISTORY     - Date     Condition        Report By
 MK0587  HISTORY     - 1947     MONUMENTED       CGS
 MK0587  HISTORY     - 19981202 GOOD             NGS
 MK0587
 MK0587                          STATION DESCRIPTION
 MK0587
 MK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0587'AT FREMONT.
 MK0587'AT FREMONT, 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 77 AND 0.8
 MK0587'MILE WEST ALONG U.S. HIGHWAY NO. 30 FROM THE POST OFFICE, AT
 MK0587'THE FREMONT MUNICIPAL AIRPORT.  A VERTICAL MARK SET 3.0 FEET
 MK0587'ABOVE THE CONCRETE APRON AND 1.0 FOOT WEST OF THE WEST
 MK0587'SIDE OF THE HANGAR DOOR OF THE CONCRETE BLOCK HANGAR.
 MK0587
 MK0587                          STATION RECOVERY (1998)
 MK0587
 MK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MK0587'US 30 IS NOW BUSINESS US 30 AND WEST 23RD ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0372 ***********************************************************************
 MK0372  DESIGNATION -  G 245
 MK0372  PID         -  MK0372
 MK0372  STATE/COUNTY-  NE/BURT
 MK0372  COUNTRY     -  US
 MK0372  USGS QUAD   -  HERMAN (2017)
 MK0372
 MK0372                         *CURRENT SURVEY CONTROL
 MK0372  ______________________________________________________________________
 MK0372* NAD 83(1986) POSITION- 41 43 37.     (N) 096 14 50.     (W)   SCALED
 MK0372* NAVD 88 ORTHO HEIGHT -   330.069 (meters)     1082.90  (feet) ADJUSTED
 MK0372  ______________________________________________________________________
 MK0372  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 MK0372  DYNAMIC HEIGHT  -        329.937 (meters)     1082.47  (feet) COMP
 MK0372  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 MK0372
 MK0372  VERT ORDER      -  SECOND    CLASS 0
 MK0372
 MK0372.The horizontal coordinates were scaled from a map and have
 MK0372.an estimated accuracy of +/- 6 seconds.
 MK0372
 MK0372.The orthometric height was determined by differential leveling and
 MK0372.adjusted by the NATIONAL GEODETIC SURVEY
 MK0372.in June 1991.
 MK0372
 MK0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0372.GEOID18 height accuracy estimate available here.
 MK0372
 MK0372.Click photographs - Photos may exist for this station.
 MK0372
 MK0372.The dynamic height is computed by dividing the NAVD 88
 MK0372.geopotential number by the normal gravity value computed on the
 MK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0372.degrees latitude (g = 980.6199 gals.).
 MK0372
 MK0372.The modeled gravity was interpolated from observed gravity values.
 MK0372
 MK0372;                    North         East    Units  Estimated Accuracy
 MK0372;SPC NE       -   217,010.      812,040.      MT  (+/- 180 meters Scaled)
 MK0372
 MK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM289231(NAD 83)
 MK0372
 MK0372                          SUPERSEDED SURVEY CONTROL
 MK0372
 MK0372  NGVD 29 (??/??/92)  329.931  (m)         1082.45   (f) ADJ UNCH    2 0
 MK0372
 MK0372.Superseded values are not recommended for survey control.
 MK0372
 MK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0372.See file dsdata.pdf to determine how the superseded data were derived.
 MK0372
 MK0372_MARKER: DB = BENCH MARK DISK
 MK0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0372_STAMPING: G 245 1947
 MK0372_MARK LOGO: CGS
 MK0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0372+STABILITY: SURFACE MOTION
 MK0372
 MK0372  HISTORY     - Date     Condition        Report By
 MK0372  HISTORY     - 1947     MONUMENTED       CGS
 MK0372  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0372
 MK0372                          STATION DESCRIPTION
 MK0372
 MK0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0372'3.4 MI SW FROM TEKAMAH.
 MK0372'3.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ST.
 MK0372'PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH, AT THE
 MK0372'SOUTHEAST CORNER OF A SCHOOL YARD, 71.5 FEET SOUTHEAST OF THE
 MK0372'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 68.6 FEET SOUTH OF
 MK0372'THE CENTER OF THE CONCRETE WALK LEADING WEST TO THE SCHOOL
 MK0372'HOUSE, 38.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0372'32.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 8.0 FEET
 MK0372'NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL YARD FENCE, 6.5
 MK0372'FEET NORTH OF R E A POWER LINE POLE NO. B8 91, 2.0 FEET SOUTH
 MK0372'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0372'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.  NOTE-- SCHOOL
 MK0372'NO LONGER EXISTS.
 MK0372
 MK0372                          STATION RECOVERY (1965)
 MK0372
 MK0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0589 ***********************************************************************
 NM0589  DESIGNATION -  G 246
 NM0589  PID         -  NM0589
 NM0589  STATE/COUNTY-  NE/CUMING
 NM0589  COUNTRY     -  US
 NM0589  USGS QUAD   -  PENDER (2017)
 NM0589
 NM0589                         *CURRENT SURVEY CONTROL
 NM0589  ______________________________________________________________________
 NM0589* NAD 83(1986) POSITION- 42 05 06.     (N) 096 40 14.     (W)   SCALED
 NM0589* NAVD 88 ORTHO HEIGHT -   400.691 (meters)     1314.60  (feet) ADJUSTED
 NM0589  ______________________________________________________________________
 NM0589  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 NM0589  DYNAMIC HEIGHT  -        400.548 (meters)     1314.13  (feet) COMP
 NM0589  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 NM0589
 NM0589  VERT ORDER      -  SECOND    CLASS 0
 NM0589
 NM0589.The horizontal coordinates were scaled from a map and have
 NM0589.an estimated accuracy of +/- 6 seconds.
 NM0589
 NM0589.The orthometric height was determined by differential leveling and
 NM0589.adjusted by the NATIONAL GEODETIC SURVEY
 NM0589.in June 1991.
 NM0589
 NM0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0589.GEOID18 height accuracy estimate available here.
 NM0589
 NM0589.Click photographs - Photos may exist for this station.
 NM0589
 NM0589.The dynamic height is computed by dividing the NAVD 88
 NM0589.geopotential number by the normal gravity value computed on the
 NM0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0589.degrees latitude (g = 980.6199 gals.).
 NM0589
 NM0589.The modeled gravity was interpolated from observed gravity values.
 NM0589
 NM0589;                    North         East    Units  Estimated Accuracy
 NM0589;SPC NE       -   255,300.      775,330.      MT  (+/- 180 meters Scaled)
 NM0589
 NM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM926618(NAD 83)
 NM0589
 NM0589                          SUPERSEDED SURVEY CONTROL
 NM0589
 NM0589  NGVD 29 (??/??/92)  400.536  (m)         1314.09   (f) ADJ UNCH    2 0
 NM0589
 NM0589.Superseded values are not recommended for survey control.
 NM0589
 NM0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0589.See file dsdata.pdf to determine how the superseded data were derived.
 NM0589
 NM0589_MARKER: DB = BENCH MARK DISK
 NM0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0589_STAMPING: G 246 1947
 NM0589_MARK LOGO: CGS
 NM0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0589+STABILITY: SURFACE MOTION
 NM0589
 NM0589  HISTORY     - Date     Condition        Report By
 NM0589  HISTORY     - 1947     MONUMENTED       CGS
 NM0589  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0589
 NM0589                          STATION DESCRIPTION
 NM0589
 NM0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0589'2.7 MI SE FROM PENDER.
 NM0589'2.7 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0589'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0589'PENDER, 0.15 MILE SOUTHEAST OF MILE POST SU.C. 44, 140.0 FEET
 NM0589'SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING ACROSS THE TRACK,
 NM0589'44.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 38.0
 NM0589'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.3 FEET SOUTHWEST
 NM0589'OF TELEPHONE POLE NO. 7, 6.8 FEET NORTHWEST OF THE SECOND
 NM0589'TELEPHONE POLE NORTHWEST OF POLE NO. 45/10, 2.5 FEET SOUTHEAST
 NM0589'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 6 FEET BELOW
 NM0589'THE TRACK AND ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 NM0589'PROJECTING 0.3 FOOT.
 NM0589
 NM0589                          STATION RECOVERY (1965)
 NM0589
 NM0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0589'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0429 ***********************************************************************
 MK0429  DESIGNATION -  G 247 RESET
 MK0429  PID         -  MK0429
 MK0429  STATE/COUNTY-  NE/WASHINGTON
 MK0429  COUNTRY     -  US
 MK0429  USGS QUAD   -  ORUM (2017)
 MK0429
 MK0429                         *CURRENT SURVEY CONTROL
 MK0429  ______________________________________________________________________
 MK0429* NAD 83(1986) POSITION- 41 32 18.     (N) 096 19 42.     (W)   SCALED
 MK0429* NAVD 88 ORTHO HEIGHT -   373.84  (meters)     1226.5   (feet) RESET
 MK0429  ______________________________________________________________________
 MK0429  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 MK0429  VERT ORDER      -  THIRD
 MK0429
 MK0429.The horizontal coordinates were scaled from a map and have
 MK0429.an estimated accuracy of +/- 6 seconds.
 MK0429
 MK0429.The orthometric height was computed from unverified reset data.
 MK0429
 MK0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0429.GEOID18 height accuracy estimate available here.
 MK0429
 MK0429.Click photographs - Photos may exist for this station.
 MK0429
 MK0429;                    North         East    Units  Estimated Accuracy
 MK0429;SPC NE       -   195,800.      806,190.      MT  (+/- 180 meters Scaled)
 MK0429
 MK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM228019(NAD 83)
 MK0429
 MK0429                          SUPERSEDED SURVEY CONTROL
 MK0429
 MK0429.No superseded survey control is available for this station.
 MK0429
 MK0429_MARKER: DB = BENCH MARK DISK
 MK0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0429_STAMPING: G 247 1947 RESET 1964
 MK0429_MARK LOGO: CGS
 MK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0429+STABILITY: SURFACE MOTION
 MK0429
 MK0429  HISTORY     - Date     Condition        Report By
 MK0429  HISTORY     - 1964     MONUMENTED       BOR
 MK0429
 MK0429                          STATION DESCRIPTION
 MK0429
 MK0429'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0429'3.5 MI N FROM ORUM.
 MK0429'ABOUT 0.5 MILE SOUTH AND 3.0 MILES WEST ALONG STATE HIGHWAY 91
 MK0429'FROM THE SCHOOL AT ORUM, AT THE TOP OF A HILL, 50 FEET NORTH OF
 MK0429'THE CENTERLINE OF STATE HIGHWAY 91, 31.5 FEET WEST OF A FARM
 MK0429'DRIVE LEADING NORTH TO A HOUSE, 12 FEET SOUTH OF A PINE TREE, 173
 MK0429'FEET EAST AND 12 FEET NORTH OF THE ORIGINAL MARK, 1.0 FOOT SOUTH
 MK0429'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0543 ***********************************************************************
 NM0543  DESIGNATION -  G 248
 NM0543  PID         -  NM0543
 NM0543  STATE/COUNTY-  NE/THURSTON
 NM0543  COUNTRY     -  US
 NM0543  USGS QUAD   -  WALTHILL SW (2017)
 NM0543
 NM0543                         *CURRENT SURVEY CONTROL
 NM0543  ______________________________________________________________________
 NM0543* NAD 83(1986) POSITION- 42 02 46.     (N) 096 28 57.     (W)   SCALED
 NM0543* NAVD 88 ORTHO HEIGHT -   410.071 (meters)     1345.37  (feet) ADJUSTED
 NM0543  ______________________________________________________________________
 NM0543  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 NM0543  DYNAMIC HEIGHT  -        409.922 (meters)     1344.89  (feet) COMP
 NM0543  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 NM0543
 NM0543  VERT ORDER      -  SECOND    CLASS 0
 NM0543
 NM0543.The horizontal coordinates were scaled from a map and have
 NM0543.an estimated accuracy of +/- 6 seconds.
 NM0543
 NM0543.The orthometric height was determined by differential leveling and
 NM0543.adjusted by the NATIONAL GEODETIC SURVEY
 NM0543.in June 1991.
 NM0543
 NM0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0543.GEOID18 height accuracy estimate available here.
 NM0543
 NM0543.Click photographs - Photos may exist for this station.
 NM0543
 NM0543.The dynamic height is computed by dividing the NAVD 88
 NM0543.geopotential number by the normal gravity value computed on the
 NM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0543.degrees latitude (g = 980.6199 gals.).
 NM0543
 NM0543.The modeled gravity was interpolated from observed gravity values.
 NM0543
 NM0543;                    North         East    Units  Estimated Accuracy
 NM0543;SPC NE       -   251,600.      791,050.      MT  (+/- 180 meters Scaled)
 NM0543
 NM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM083579(NAD 83)
 NM0543
 NM0543                          SUPERSEDED SURVEY CONTROL
 NM0543
 NM0543  NGVD 29 (??/??/92)  409.914  (m)         1344.86   (f) ADJ UNCH    2 0
 NM0543
 NM0543.Superseded values are not recommended for survey control.
 NM0543
 NM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0543.See file dsdata.pdf to determine how the superseded data were derived.
 NM0543
 NM0543_MARKER: DB = BENCH MARK DISK
 NM0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0543_STAMPING: G 248 1947
 NM0543_MARK LOGO: CGS
 NM0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0543+STABILITY: SURFACE MOTION
 NM0543
 NM0543  HISTORY     - Date     Condition        Report By
 NM0543  HISTORY     - 1947     MONUMENTED       CGS
 NM0543
 NM0543                          STATION DESCRIPTION
 NM0543
 NM0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0543'2 MI SE FROM ROSALIE.
 NM0543'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0543'THENCE EAST 1.5 MILES ALONG A DIRT AND GRAVEL ROAD, AT A CROSS
 NM0543'ROAD, 88.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL METAL
 NM0543'BRIDGE, 59.3 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 46.7
 NM0543'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 92.2 FEET NORTHWEST
 NM0543'OF A POWER POLE, 1.0 FOOT NORTHEAST OF A BARBED WIRE FENCE, 2.0
 NM0543'FEET NORTHWEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0543'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0465 ***********************************************************************
 MK0465  DESIGNATION -  G 249
 MK0465  PID         -  MK0465
 MK0465  STATE/COUNTY-  NE/BURT
 MK0465  COUNTRY     -  US
 MK0465  USGS QUAD   -  LYONS (2017)
 MK0465
 MK0465                         *CURRENT SURVEY CONTROL
 MK0465  ______________________________________________________________________
 MK0465* NAD 83(1986) POSITION- 41 57 33.     (N) 096 24 17.     (W)   SCALED
 MK0465* NAVD 88 ORTHO HEIGHT -   384.788 (meters)     1262.43  (feet) ADJUSTED
 MK0465  ______________________________________________________________________
 MK0465  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 MK0465  DYNAMIC HEIGHT  -        384.649 (meters)     1261.97  (feet) COMP
 MK0465  MODELED GRAVITY -    980,250.5   (mgal)                       NAVD 88
 MK0465
 MK0465  VERT ORDER      -  SECOND    CLASS 0
 MK0465
 MK0465.The horizontal coordinates were scaled from a map and have
 MK0465.an estimated accuracy of +/- 6 seconds.
 MK0465
 MK0465.The orthometric height was determined by differential leveling and
 MK0465.adjusted by the NATIONAL GEODETIC SURVEY
 MK0465.in June 1991.
 MK0465
 MK0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0465.GEOID18 height accuracy estimate available here.
 MK0465
 MK0465.Click photographs - Photos may exist for this station.
 MK0465
 MK0465.The dynamic height is computed by dividing the NAVD 88
 MK0465.geopotential number by the normal gravity value computed on the
 MK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0465.degrees latitude (g = 980.6199 gals.).
 MK0465
 MK0465.The modeled gravity was interpolated from observed gravity values.
 MK0465
 MK0465;                    North         East    Units  Estimated Accuracy
 MK0465;SPC NE       -   242,220.      797,880.      MT  (+/- 180 meters Scaled)
 MK0465
 MK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150485(NAD 83)
 MK0465
 MK0465                          SUPERSEDED SURVEY CONTROL
 MK0465
 MK0465  NGVD 29 (??/??/92)  384.639  (m)         1261.94   (f) ADJ UNCH    2 0
 MK0465
 MK0465.Superseded values are not recommended for survey control.
 MK0465
 MK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0465.See file dsdata.pdf to determine how the superseded data were derived.
 MK0465
 MK0465_MARKER: DB = BENCH MARK DISK
 MK0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0465_STAMPING: G 249 1947
 MK0465_MARK LOGO: CGS
 MK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0465+STABILITY: SURFACE MOTION
 MK0465
 MK0465  HISTORY     - Date     Condition        Report By
 MK0465  HISTORY     - 1947     MONUMENTED       CGS
 MK0465
 MK0465                          STATION DESCRIPTION
 MK0465
 MK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0465'4.5 MI NE FROM LYONS.
 MK0465'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION WITH
 MK0465'U.S. HIGHWAY 77 AT LYONS, THENCE NORTH 1.5 MILES ALONG A GRAVEL
 MK0465'ROAD, AT A DIRT CROSSROAD AND A FARM HOUSE, 42.8 FEET EAST OF THE
 MK0465'CENTER LINE OF THE NORTH-SOUTH ROAD, 31.3 FEET NORTH OF THE
 MK0465'CENTER LINE OF THE EAST-WEST ROAD, 11.6 FEET EAST OF A FENCE
 MK0465'CORNER, 8.0 FEET SOUTHWEST OF A CATALPHA TREE 18-INCHES IN
 MK0465'DIAMETER, 6.2 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A
 MK0465'BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 X 4 MARKER POST, SET IN
 MK0465'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0736 ***********************************************************************
 LH0736  DESIGNATION -  G 25
 LH0736  PID         -  LH0736
 LH0736  STATE/COUNTY-  NE/FURNAS
 LH0736  COUNTRY     -  US
 LH0736  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0736
 LH0736                         *CURRENT SURVEY CONTROL
 LH0736  ______________________________________________________________________
 LH0736* NAD 83(1986) POSITION- 40 01 12.     (N) 099 53 25.     (W)   SCALED
 LH0736* NAVD 88 ORTHO HEIGHT -   706.965 (meters)     2319.43  (feet) ADJUSTED
 LH0736  ______________________________________________________________________
 LH0736  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 LH0736  DYNAMIC HEIGHT  -        706.509 (meters)     2317.94  (feet) COMP
 LH0736  MODELED GRAVITY -    979,958.0   (mgal)                       NAVD 88
 LH0736
 LH0736  VERT ORDER      -  FIRST     CLASS II
 LH0736
 LH0736.The horizontal coordinates were scaled from a map and have
 LH0736.an estimated accuracy of +/- 6 seconds.
 LH0736
 LH0736.The orthometric height was determined by differential leveling and
 LH0736.adjusted by the NATIONAL GEODETIC SURVEY
 LH0736.in June 1991.
 LH0736
 LH0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0736.GEOID18 height accuracy estimate available here.
 LH0736
 LH0736.Click photographs - Photos may exist for this station.
 LH0736
 LH0736.The dynamic height is computed by dividing the NAVD 88
 LH0736.geopotential number by the normal gravity value computed on the
 LH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0736.degrees latitude (g = 980.6199 gals.).
 LH0736
 LH0736.The modeled gravity was interpolated from observed gravity values.
 LH0736
 LH0736;                    North         East    Units  Estimated Accuracy
 LH0736;SPC NE       -    20,730.      509,370.      MT  (+/- 180 meters Scaled)
 LH0736
 LH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240303(NAD 83)
 LH0736
 LH0736                          SUPERSEDED SURVEY CONTROL
 LH0736
 LH0736  NGVD 29 (??/??/92)  706.694  (m)         2318.55   (f) ADJ UNCH    1 2
 LH0736
 LH0736.Superseded values are not recommended for survey control.
 LH0736
 LH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0736.See file dsdata.pdf to determine how the superseded data were derived.
 LH0736
 LH0736_MARKER: DB = BENCH MARK DISK
 LH0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0736_STAMPING: G 25 1933
 LH0736_MARK LOGO: CGS
 LH0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0736+STABILITY: SURFACE MOTION
 LH0736
 LH0736  HISTORY     - Date     Condition        Report By
 LH0736  HISTORY     - 1933     MONUMENTED       CGS
 LH0736  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0736
 LH0736                          STATION DESCRIPTION
 LH0736
 LH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0736'13 MI N FROM NORTON.
 LH0736'LOCATED 13 MILES NORTH OF THE COUNTY COURT HOUSE AT NORTON,
 LH0736'130 YARDS SOUTH OF ENTRANCE DRIVE TO GEO. SAATHOFF FARM HOUSE,
 LH0736'29 FT. EAST OF CENTER OF HIGHWAY AT FENCE CORNER.  STANDARD
 LH0736'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 LH0736
 LH0736                          STATION RECOVERY (1957)
 LH0736
 LH0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0737 ***********************************************************************
 LH0737  DESIGNATION -  G 25 RESET
 LH0737  PID         -  LH0737
 LH0737  STATE/COUNTY-  NE/FURNAS
 LH0737  COUNTRY     -  US
 LH0737  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0737
 LH0737                         *CURRENT SURVEY CONTROL
 LH0737  ______________________________________________________________________
 LH0737* NAD 83(1986) POSITION- 40 01 12.     (N) 099 53 26.     (W)   SCALED
 LH0737* NAVD 88 ORTHO HEIGHT -   706.802 (meters)     2318.90  (feet) ADJUSTED
 LH0737  ______________________________________________________________________
 LH0737  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 LH0737  DYNAMIC HEIGHT  -        706.346 (meters)     2317.40  (feet) COMP
 LH0737  MODELED GRAVITY -    979,958.0   (mgal)                       NAVD 88
 LH0737
 LH0737  VERT ORDER      -  FIRST     CLASS II
 LH0737
 LH0737.The horizontal coordinates were scaled from a map and have
 LH0737.an estimated accuracy of +/- 6 seconds.
 LH0737
 LH0737.The orthometric height was determined by differential leveling and
 LH0737.adjusted by the NATIONAL GEODETIC SURVEY
 LH0737.in June 1991.
 LH0737
 LH0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0737.GEOID18 height accuracy estimate available here.
 LH0737
 LH0737.Click photographs - Photos may exist for this station.
 LH0737
 LH0737.The dynamic height is computed by dividing the NAVD 88
 LH0737.geopotential number by the normal gravity value computed on the
 LH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0737.degrees latitude (g = 980.6199 gals.).
 LH0737
 LH0737.The modeled gravity was interpolated from observed gravity values.
 LH0737
 LH0737;                    North         East    Units  Estimated Accuracy
 LH0737;SPC NE       -    20,730.      509,340.      MT  (+/- 180 meters Scaled)
 LH0737
 LH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240303(NAD 83)
 LH0737
 LH0737                          SUPERSEDED SURVEY CONTROL
 LH0737
 LH0737  NGVD 29 (??/??/??)  706.55   (m)         2318.1    (f) RESET       3  
 LH0737  NGVD 29 (02/14/92)  706.529  (m)         2318.00   (f) ADJUSTED    1 2
 LH0737
 LH0737.Superseded values are not recommended for survey control.
 LH0737
 LH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0737.See file dsdata.pdf to determine how the superseded data were derived.
 LH0737
 LH0737_MARKER: DB = BENCH MARK DISK
 LH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0737_STAMPING: G 25 RESET 1959
 LH0737_MARK LOGO: CGS
 LH0737_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0737+STABILITY: SURFACE MOTION
 LH0737
 LH0737  HISTORY     - Date     Condition        Report By
 LH0737  HISTORY     - 1959     MONUMENTED       NEDR
 LH0737  HISTORY     - 1986     GOOD             NGS
 LH0737
 LH0737                          STATION DESCRIPTION
 LH0737
 LH0737'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LH0737'13 MI N FROM NORTON.
 LH0737'ABOUT 13 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY
 LH0737'COURTHOUSE AT NORTON, ABOUT 130 YARDS SOUTH OF THE ENTRANCE
 LH0737'DRIVE TO GEORGE SAATHOFFS FARMHOUSE, AND 97 FEET EAST OF THE
 LH0737'CENTERLINE OF THE HIGHWAY AT STATION 410+13.
 LH0737
 LH0737                          STATION RECOVERY (1986)
 LH0737
 LH0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0737'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.2 KM (20.1
 LH0737'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0737'34 AT ARAPAHOE, 1.95 KM (1.23 MI) NORTH OF THE KANSAS-NEBRASKA STATE
 LH0737'LINE, 0.35 KM (0.2 MI) NORTH OF MILEPOST 1, 29.9 METERS (98 FT) EAST
 LH0737'OF THE HIGHWAY CENTERLINE, 44.2 METERS (145 FT) SOUTH OF THE SOUTH END
 LH0737'OF A WIRE GATE, 26.0 METERS (85.5 FT) NORTH OF A 9-INCH EVERGREEN
 LH0737'TREE, 15.2 METERS (50 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND
 LH0737'METER BOX AND 3.8 METERS (12.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 LH0737'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0737'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0261 ***********************************************************************
 LH0261  DESIGNATION -  G 250
 LH0261  PID         -  LH0261
 LH0261  STATE/COUNTY-  NE/WEBSTER
 LH0261  COUNTRY     -  US
 LH0261  USGS QUAD   -  BLUE HILL (2017)
 LH0261
 LH0261                         *CURRENT SURVEY CONTROL
 LH0261  ______________________________________________________________________
 LH0261* NAD 83(1995) POSITION- 40 16 39.01321(N) 098 26 54.60496(W)   ADJUSTED
 LH0261* NAVD 88 ORTHO HEIGHT -   606.734 (meters)     1990.59  (feet) ADJUSTED
 LH0261  ______________________________________________________________________
 LH0261  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 LH0261  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LH0261  DYNAMIC HEIGHT  -        606.366 (meters)     1989.39  (feet) COMP
 LH0261  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 LH0261
 LH0261  HORZ ORDER      -  SECOND
 LH0261  VERT ORDER      -  FIRST     CLASS II
 LH0261
 LH0261.The horizontal coordinates were established by classical geodetic methods
 LH0261.and adjusted by the National Geodetic Survey in August 1997.
 LH0261
 LH0261.The orthometric height was determined by differential leveling and
 LH0261.adjusted by the NATIONAL GEODETIC SURVEY
 LH0261.in June 1991.
 LH0261
 LH0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0261.GEOID18 height accuracy estimate available here.
 LH0261
 LH0261.Click photographs - Photos may exist for this station.
 LH0261
 LH0261.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0261
 LH0261.The dynamic height is computed by dividing the NAVD 88
 LH0261.geopotential number by the normal gravity value computed on the
 LH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0261.degrees latitude (g = 980.6199 gals.).
 LH0261
 LH0261.The modeled gravity was interpolated from observed gravity values.
 LH0261
 LH0261. The following values were computed from the NAD 83(1995) position.
 LH0261
 LH0261;                    North         East     Units Scale Factor Converg.
 LH0261;SPC NE       -    50,501.432   631,928.459   MT  0.99988607   +1 01 41.4
 LH0261;SPC NE       -   165,686.78  2,073,251.95   sFT  0.99988607   +1 01 41.4
 LH0261;UTM  14      - 4,458,704.031   546,884.758   MT  0.99962706   +0 21 23.6
 LH0261
 LH0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0261!SPC NE       -   0.99990888  x   0.99988607  =   0.99979496
 LH0261!UTM  14      -   0.99990888  x   0.99962706  =   0.99953598
 LH0261
 LH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4688458704(NAD 83)
 LH0261
 LH0261                          SUPERSEDED SURVEY CONTROL
 LH0261
 LH0261  NAD 83(1986)-  40 16 39.02064(N)    098 26 54.60402(W) AD(       ) 2
 LH0261  NAD 27      -  40 16 38.97794(N)    098 26 53.40028(W) AD(       ) 2
 LH0261  NGVD 29 (??/??/92)  606.502  (m)         1989.83   (f) ADJ UNCH    1 2
 LH0261  NGVD 29             606.50   (m)         1989.8    (f) LEVELING    3  
 LH0261
 LH0261.Superseded values are not recommended for survey control.
 LH0261
 LH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0261.See file dsdata.pdf to determine how the superseded data were derived.
 LH0261
 LH0261_MARKER: DB = BENCH MARK DISK
 LH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0261_STAMPING: G 250 1947
 LH0261_MARK LOGO: CGS
 LH0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0261+STABILITY: SURFACE MOTION
 LH0261
 LH0261  HISTORY     - Date     Condition        Report By
 LH0261  HISTORY     - 1947     MONUMENTED       CGS
 LH0261  HISTORY     - 1966     GOOD             CGS
 LH0261  HISTORY     - 1966     GOOD             CGS
 LH0261  HISTORY     - 1981     MARK NOT FOUND   NGS
 LH0261  HISTORY     - 20010731 GOOD             NEDR
 LH0261
 LH0261                          STATION DESCRIPTION
 LH0261
 LH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0261'3.9 MI S FROM BLUE HILL.
 LH0261'3.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0261'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 255.2 FEET
 LH0261'WEST OF THE WEST RAIL (MEASURED FROM WEST RAIL AT THE CENTER
 LH0261'OF THE CROSSING), 36.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 LH0261'AND 2 FEET HIGHER, 34.2 FEET WEST OF THE WEST END OF A WIRE
 LH0261'GATE AT AN ENTRANCE TO A FIELD, 3.0 FEET WEST OF A REFERENCE
 LH0261'POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0261'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0261
 LH0261                          STATION RECOVERY (1966)
 LH0261
 LH0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH0261'3.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0261'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 255.2 FEET WEST
 LH0261'OF THE WEST RAIL (MEASURED FROM WEST RAIL AT THE CENTER OF THE
 LH0261'CROSSING), 36.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET
 LH0261'HIGHER, 34.2 FEET WEST OF THE WEST END OF A WIRE GATE AT AN
 LH0261'ENTRANCE TO A FIELD, 3.0 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 LH0261'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0261'0.3 FOOT ABOVE THE GROUND.
 LH0261
 LH0261                          STATION RECOVERY (1966)
 LH0261
 LH0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LH0261'RECOVERED IN GOOD CONDITION.
 LH0261
 LH0261                          STATION RECOVERY (1981)
 LH0261
 LH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0261'THERE WAS A DEAD STEEP AT THE SITE WHICH HAMPERED THE SEARCH.
 LH0261
 LH0261                          STATION RECOVERY (2001)
 LH0261
 LH0261'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (LB)
 LH0261'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF EAST
 LH0261'JUNCTION OF HIGHWAY 4 AND HIGHWAY 281 PROCEED GOING SOUTH DOWN GRAVEL
 LH0261'COUNTY ROAD 1.0 MILE (1.6 KM) TO A CROSSROADS.  THEN TURN RIGHT GOING
 LH0261'WEST DOWN DIRT COUNTY ROAD 1225 FEET (373.4 M) OR 0.23 MILES (0.37 KM)
 LH0261'TO THE BENCH MARK.  BM IS 47.2 FEET (14.4 M) WEST OF CENTERLINE
 LH0261'SOUTHBOUND PASTURE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0195 ***********************************************************************
 LH0195  DESIGNATION -  G 251
 LH0195  PID         -  LH0195
 LH0195  STATE/COUNTY-  NE/NUCKOLLS
 LH0195  COUNTRY     -  US
 LH0195  USGS QUAD   -  SUPERIOR (2017)
 LH0195
 LH0195                         *CURRENT SURVEY CONTROL
 LH0195  ______________________________________________________________________
 LH0195* NAD 83(1986) POSITION- 40 01 15.0    (N) 098 04 11.2    (W)   HD_HELD2
 LH0195* NAVD 88 ORTHO HEIGHT -   486.932 (meters)     1597.54  (feet) ADJUSTED
 LH0195  ______________________________________________________________________
 LH0195  GEOID HEIGHT    -        -26.108 (meters)                     GEOID18
 LH0195  DYNAMIC HEIGHT  -        486.647 (meters)     1596.61  (feet) COMP
 LH0195  MODELED GRAVITY -    980,025.6   (mgal)                       NAVD 88
 LH0195
 LH0195  VERT ORDER      -  FIRST     CLASS II
 LH0195
 LH0195.The horizontal coordinates were established by autonomous hand held GPS
 LH0195.observations and have an estimated accuracy of +/- 10 meters.
 LH0195
 LH0195.The orthometric height was determined by differential leveling and
 LH0195.adjusted by the NATIONAL GEODETIC SURVEY
 LH0195.in June 1991.
 LH0195
 LH0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0195.GEOID18 height accuracy estimate available here.
 LH0195
 LH0195.Click photographs - Photos may exist for this station.
 LH0195
 LH0195.The dynamic height is computed by dividing the NAVD 88
 LH0195.geopotential number by the normal gravity value computed on the
 LH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0195.degrees latitude (g = 980.6199 gals.).
 LH0195
 LH0195.The modeled gravity was interpolated from observed gravity values.
 LH0195
 LH0195;                    North         East    Units  Estimated Accuracy
 LH0195;SPC NE       -    22,659.      664,764.      MT  (+/- 10 meters HH2 GPS)
 LH0195
 LH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7937930483(NAD 83)
 LH0195
 LH0195                          SUPERSEDED SURVEY CONTROL
 LH0195
 LH0195  NGVD 29 (??/??/92)  486.756  (m)         1596.97   (f) ADJ UNCH    1 2
 LH0195
 LH0195.Superseded values are not recommended for survey control.
 LH0195
 LH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0195.See file dsdata.pdf to determine how the superseded data were derived.
 LH0195
 LH0195_MARKER: DB = BENCH MARK DISK
 LH0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0195_SP_SET: BUILDING
 LH0195_STAMPING: G 251 1947
 LH0195_MARK LOGO: CGS
 LH0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0195+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 LH0195
 LH0195  HISTORY     - Date     Condition        Report By
 LH0195  HISTORY     - 1947     MONUMENTED       CGS
 LH0195  HISTORY     - 20060517 GOOD             INDIV
 LH0195
 LH0195                          STATION DESCRIPTION
 LH0195
 LH0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0195'AT SUPERIOR.
 LH0195'AT SUPERIOR, AT THE CITY AUDITORIUM, IN THE WEST WALL AT THE
 LH0195'NORTHWEST CORNER OF THE BUILDING, 1.2 FEET ABOVE THE SIDE WALK,
 LH0195'0.7 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, SET
 LH0195'VERTICALLY IN THE WEST WALL OF THE BUILDING.
 LH0195
 LH0195                          STATION RECOVERY (2006)
 LH0195
 LH0195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0195'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0317 ***********************************************************************
 LH0317  DESIGNATION -  G 252
 LH0317  PID         -  LH0317
 LH0317  STATE/COUNTY-  NE/ADAMS
 LH0317  COUNTRY     -  US
 LH0317  USGS QUAD   -  AYR (2017)
 LH0317
 LH0317                         *CURRENT SURVEY CONTROL
 LH0317  ______________________________________________________________________
 LH0317* NAD 83(1986) POSITION- 40 28 18.     (N) 098 29 52.     (W)   SCALED
 LH0317* NAVD 88 ORTHO HEIGHT -   583.692 (meters)     1915.00  (feet) ADJUSTED
 LH0317  ______________________________________________________________________
 LH0317  GEOID HEIGHT    -        -25.382 (meters)                     GEOID18
 LH0317  DYNAMIC HEIGHT  -        583.360 (meters)     1913.91  (feet) COMP
 LH0317  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 LH0317
 LH0317  VERT ORDER      -  FIRST     CLASS II
 LH0317
 LH0317.The horizontal coordinates were scaled from a map and have
 LH0317.an estimated accuracy of +/- 6 seconds.
 LH0317
 LH0317.The orthometric height was determined by differential leveling and
 LH0317.adjusted by the NATIONAL GEODETIC SURVEY
 LH0317.in June 1991.
 LH0317
 LH0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0317.GEOID18 height accuracy estimate available here.
 LH0317
 LH0317.Click photographs - Photos may exist for this station.
 LH0317
 LH0317.The dynamic height is computed by dividing the NAVD 88
 LH0317.geopotential number by the normal gravity value computed on the
 LH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0317.degrees latitude (g = 980.6199 gals.).
 LH0317
 LH0317.The modeled gravity was interpolated from observed gravity values.
 LH0317
 LH0317;                    North         East    Units  Estimated Accuracy
 LH0317;SPC NE       -    71,980.      627,360.      MT  (+/- 180 meters Scaled)
 LH0317
 LH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK425802(NAD 83)
 LH0317
 LH0317                          SUPERSEDED SURVEY CONTROL
 LH0317
 LH0317  NGVD 29 (??/??/92)  583.463  (m)         1914.24   (f) ADJ UNCH    1 2
 LH0317
 LH0317.Superseded values are not recommended for survey control.
 LH0317
 LH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0317.See file dsdata.pdf to determine how the superseded data were derived.
 LH0317
 LH0317_MARKER: DB = BENCH MARK DISK
 LH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0317_STAMPING: G 252 1947
 LH0317_MARK LOGO: CGS
 LH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0317+STABILITY: SURFACE MOTION
 LH0317
 LH0317  HISTORY     - Date     Condition        Report By
 LH0317  HISTORY     - 1947     MONUMENTED       CGS
 LH0317
 LH0317                          STATION DESCRIPTION
 LH0317
 LH0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0317'3.2 MI E FROM ROSELAND.
 LH0317'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0317'BRANCH LINE FROM THE STATION AT ROSELAND, ABOUT 400 FEET WEST
 LH0317'OF A ROAD CROSSING, ON THE EAST SLOPE OF A SMALL CUT, 46.5 FEET
 LH0317'NORTH OF THE NORTH RAIL OF THE TRACK, 1.3 FEET SOUTH OF A FENCE,
 LH0317'1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0317'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0764 ***********************************************************************
 MJ0764  DESIGNATION -  G 253
 MJ0764  PID         -  MJ0764
 MJ0764  STATE/COUNTY-  NE/DOUGLAS
 MJ0764  COUNTRY     -  US
 MJ0764  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0764
 MJ0764                         *CURRENT SURVEY CONTROL
 MJ0764  ______________________________________________________________________
 MJ0764* NAD 83(1986) POSITION- 41 19 50.     (N) 095 57 05.     (W)   SCALED
 MJ0764* NAVD 88 ORTHO HEIGHT -   314.866 (meters)     1033.02  (feet) ADJUSTED
 MJ0764  ______________________________________________________________________
 MJ0764  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 MJ0764  DYNAMIC HEIGHT  -        314.731 (meters)     1032.58  (feet) COMP
 MJ0764  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 MJ0764
 MJ0764  VERT ORDER      -  SECOND    CLASS 0
 MJ0764
 MJ0764.The horizontal coordinates were scaled from a map and have
 MJ0764.an estimated accuracy of +/- 6 seconds.
 MJ0764
 MJ0764.The orthometric height was determined by differential leveling and
 MJ0764.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0764.in June 1991.
 MJ0764
 MJ0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0764.GEOID18 height accuracy estimate available here.
 MJ0764
 MJ0764.Click photographs - Photos may exist for this station.
 MJ0764
 MJ0764.The dynamic height is computed by dividing the NAVD 88
 MJ0764.geopotential number by the normal gravity value computed on the
 MJ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0764.degrees latitude (g = 980.6199 gals.).
 MJ0764
 MJ0764.The modeled gravity was interpolated from observed gravity values.
 MJ0764
 MJ0764;                    North         East    Units  Estimated Accuracy
 MJ0764;SPC NE       -   174,160.      838,690.      MT  (+/- 180 meters Scaled)
 MJ0764
 MJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF530796(NAD 83)
 MJ0764
 MJ0764                          SUPERSEDED SURVEY CONTROL
 MJ0764
 MJ0764  NGVD 29 (??/??/92)  314.736  (m)         1032.60   (f) ADJ UNCH    2 0
 MJ0764
 MJ0764.Superseded values are not recommended for survey control.
 MJ0764
 MJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0764.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0764
 MJ0764_MARKER: DB = BENCH MARK DISK
 MJ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0764_STAMPING: G 253 1947
 MJ0764_MARK LOGO: CGS
 MJ0764_PROJECTION: FLUSH
 MJ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0764+STABILITY: SURFACE MOTION
 MJ0764
 MJ0764  HISTORY     - Date     Condition        Report By
 MJ0764  HISTORY     - 1947     MONUMENTED       CGS
 MJ0764  HISTORY     - 19890801 MARK NOT FOUND   NGS
 MJ0764
 MJ0764                          STATION DESCRIPTION
 MJ0764
 MJ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0764'AT OMAHA.
 MJ0764'AT OMAHA, AT THE INTERSECTION OF CRAIG AVENUE AND JOHN J. PERSHING
 MJ0764'DRIVE (ALSO KNOWN AS RIVER DRIVE), 79 FEET SOUTHEAST OF THE
 MJ0764'CENTER LINE OF CRAIG AVENUE, 57 FEET SOUTHEAST OF A POWER POLE
 MJ0764'SERVING AS A STREET MARKER POST, 26 FEET SOUTHWEST OF AND 1 FOOT
 MJ0764'HIGHER THAN THE CENTER LINE OF JOHN J. PERSHING DRIVE, IN LINE
 MJ0764'WITH A ROW OF TREES AND 6.4 FEET NORTHWEST OF THE LAST TREE
 MJ0764'(A 4-INCH ELM) AT THE NORTHWEST END OF THE ROW, SET IN THE
 MJ0764'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0764
 MJ0764                          STATION RECOVERY (1989)
 MJ0764
 MJ0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0764'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0677 ***********************************************************************
 MJ0677  DESIGNATION -  G 254
 MJ0677  PID         -  MJ0677
 MJ0677  STATE/COUNTY-  NE/DOUGLAS
 MJ0677  COUNTRY     -  US
 MJ0677  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0677
 MJ0677                         *CURRENT SURVEY CONTROL
 MJ0677  ______________________________________________________________________
 MJ0677* NAD 83(1986) POSITION- 41 15 56.     (N) 095 59 47.     (W)   SCALED
 MJ0677* NAVD 88 ORTHO HEIGHT -   345.904 (meters)     1134.85  (feet) ADJUSTED
 MJ0677  ______________________________________________________________________
 MJ0677  GEOID HEIGHT    -        -27.506 (meters)                     GEOID18
 MJ0677  DYNAMIC HEIGHT  -        345.755 (meters)     1134.36  (feet) COMP
 MJ0677  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 MJ0677
 MJ0677  VERT ORDER      -  FIRST     CLASS II
 MJ0677
 MJ0677.The horizontal coordinates were scaled from a map and have
 MJ0677.an estimated accuracy of +/- 6 seconds.
 MJ0677
 MJ0677.The orthometric height was determined by differential leveling and
 MJ0677.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0677.in June 1991.
 MJ0677
 MJ0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0677.GEOID18 height accuracy estimate available here.
 MJ0677
 MJ0677.Click photographs - Photos may exist for this station.
 MJ0677
 MJ0677.The dynamic height is computed by dividing the NAVD 88
 MJ0677.geopotential number by the normal gravity value computed on the
 MJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0677.degrees latitude (g = 980.6199 gals.).
 MJ0677
 MJ0677.The modeled gravity was interpolated from observed gravity values.
 MJ0677
 MJ0677;                    North         East    Units  Estimated Accuracy
 MJ0677;SPC NE       -   166,780.      835,260.      MT  (+/- 180 meters Scaled)
 MJ0677
 MJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF489725(NAD 83)
 MJ0677
 MJ0677                          SUPERSEDED SURVEY CONTROL
 MJ0677
 MJ0677  NGVD 29 (??/??/92)  345.779  (m)         1134.44   (f) ADJ UNCH    1 2
 MJ0677
 MJ0677.Superseded values are not recommended for survey control.
 MJ0677
 MJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0677.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0677
 MJ0677_MARKER: DB = BENCH MARK DISK
 MJ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0677_STAMPING: G 254 1947
 MJ0677_MARK LOGO: CGS
 MJ0677_PROJECTION: RECESSED 6 CENTIMETERS
 MJ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0677+STABILITY: SURFACE MOTION
 MJ0677
 MJ0677  HISTORY     - Date     Condition        Report By
 MJ0677  HISTORY     - 1947     MONUMENTED       CGS
 MJ0677  HISTORY     - 1976     GOOD             LOCSUR
 MJ0677
 MJ0677                          STATION DESCRIPTION
 MJ0677
 MJ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0677'AT OMAHA.
 MJ0677'AT OMAHA, AT THE JUNCTION OF HAPPY HOLLOW BLVD AND UNDERWOOD
 MJ0677'AVENUE, 69.4 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG
 MJ0677'THE NORTH SIDE OF UNDERWOOD AVENUE, 7.7 FEET WEST OF THE WEST
 MJ0677'CURB OF THE EAST LANE OF HAPPY HOLLOW BLVD, IN LINE WITH A ROW
 MJ0677'OF ELM TREES AND MIDWAY BETWEEN THE THIRD AND FOURTH TREES
 MJ0677'NORTH OF UNDERWOOD AVENUE, 5.0 FEET NORTH OF THE JUNCTION OF
 MJ0677'LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH
 MJ0677'IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE
 MJ0677'POINTING TOWARDS THE BENCH MARK STENCILED ON TOP, SET IN THE TOP
 MJ0677'OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0677
 MJ0677                          STATION RECOVERY (1976)
 MJ0677
 MJ0677'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0926 ***********************************************************************
 MJ0926  DESIGNATION -  G 255
 MJ0926  PID         -  MJ0926
 MJ0926  STATE/COUNTY-  NE/DOUGLAS
 MJ0926  COUNTRY     -  US
 MJ0926  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0926
 MJ0926                         *CURRENT SURVEY CONTROL
 MJ0926  ______________________________________________________________________
 MJ0926* NAD 83(1986) POSITION- 41 17 05.52   (N) 095 54 25.10   (W)   HD_HELD1
 MJ0926* NAVD 88 ORTHO HEIGHT -   300.481 (meters)      985.83  (feet) ADJUSTED
 MJ0926  ______________________________________________________________________
 MJ0926  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 MJ0926  DYNAMIC HEIGHT  -        300.356 (meters)      985.42  (feet) COMP
 MJ0926  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 MJ0926
 MJ0926  VERT ORDER      -  FIRST     CLASS II
 MJ0926
 MJ0926.The horizontal coordinates were determined by differentially corrected
 MJ0926.hand held GPS observations or other comparable positioning techniques
 MJ0926.and have an estimated accuracy of +/- 3 meters.
 MJ0926
 MJ0926.The orthometric height was determined by differential leveling and
 MJ0926.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0926.in June 1991.
 MJ0926
 MJ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0926.GEOID18 height accuracy estimate available here.
 MJ0926
 MJ0926.Click photographs - Photos may exist for this station.
 MJ0926
 MJ0926.The dynamic height is computed by dividing the NAVD 88
 MJ0926.geopotential number by the normal gravity value computed on the
 MJ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0926.degrees latitude (g = 980.6199 gals.).
 MJ0926
 MJ0926.The modeled gravity was interpolated from observed gravity values.
 MJ0926
 MJ0926;                    North         East    Units  Estimated Accuracy
 MJ0926;SPC NE       -   169,269.0     842,638.2     MT  (+/- 3 meters HH1 GPS) 
 MJ0926
 MJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5656174457(NAD 83)
 MJ0926
 MJ0926                          SUPERSEDED SURVEY CONTROL
 MJ0926
 MJ0926  NGVD 29 (??/??/92)  300.382  (m)          985.50   (f) ADJ UNCH    1 2
 MJ0926
 MJ0926.Superseded values are not recommended for survey control.
 MJ0926
 MJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0926.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0926
 MJ0926_MARKER: DB = BENCH MARK DISK
 MJ0926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0926_SP_SET: FOUNDATION
 MJ0926_STAMPING: G 255 1947
 MJ0926_MARK LOGO: CGS
 MJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0926+STABILITY: SURFACE MOTION
 MJ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0926+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2007
 MJ0926
 MJ0926  HISTORY     - Date     Condition        Report By
 MJ0926  HISTORY     - 1947     MONUMENTED       CGS
 MJ0926  HISTORY     - 1976     GOOD             LOCSUR
 MJ0926  HISTORY     - 19890829 GOOD             NGS
 MJ0926  HISTORY     - 20070331 GOOD             INDIV
 MJ0926
 MJ0926                          STATION DESCRIPTION
 MJ0926
 MJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0926'AT OMAHA.
 MJ0926'AT OMAHA, IN THE EAST PART OF THE CITY, SOUTHWEST OF THE INTERSECTION
 MJ0926'OF LOCUST STREET AND 18TH STREET, IN THE NORTH WALL OF A BUILDING
 MJ0926'OCCUPIED BY THE AIRPORT GARAGE AND PARTS COMPANY, 1.0 FOOT EAST
 MJ0926'OF THE NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY 4 FEET
 MJ0926'ABOVE THE GROUND.
 MJ0926
 MJ0926                          STATION RECOVERY (1976)
 MJ0926
 MJ0926'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0926'RECOVERED IN GOOD CONDITION.
 MJ0926
 MJ0926                          STATION RECOVERY (1989)
 MJ0926
 MJ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0926'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION,
 MJ0926'CHANGE--AIRPORT GARAGE AND PARTS COMPANY, TO BUDGET RENT-A-CAR.
 MJ0926'ADD--AT 1755 EAST LOCUST STREET.
 MJ0926
 MJ0926                          STATION RECOVERY (2007)
 MJ0926
 MJ0926'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TDD)
 MJ0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1028 ***********************************************************************
 LF1028  DESIGNATION -  G 256
 LF1028  PID         -  LF1028
 LF1028  STATE/COUNTY-  NE/CASS
 LF1028  COUNTRY     -  US
 LF1028  USGS QUAD   -  ROCK BLUFF (2017)
 LF1028
 LF1028                         *CURRENT SURVEY CONTROL
 LF1028  ______________________________________________________________________
 LF1028* NAD 83(1986) POSITION- 40 56 38.     (N) 095 52 06.     (W)   SCALED
 LF1028* NAVD 88 ORTHO HEIGHT -   318.455 (meters)     1044.80  (feet) ADJUSTED
 LF1028  ______________________________________________________________________
 LF1028  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 LF1028  DYNAMIC HEIGHT  -        318.319 (meters)     1044.35  (feet) COMP
 LF1028  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 LF1028
 LF1028  VERT ORDER      -  SECOND    CLASS 0
 LF1028
 LF1028.The horizontal coordinates were scaled from a map and have
 LF1028.an estimated accuracy of +/- 6 seconds.
 LF1028
 LF1028.The orthometric height was determined by differential leveling and
 LF1028.adjusted by the NATIONAL GEODETIC SURVEY
 LF1028.in June 1991.
 LF1028
 LF1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1028.GEOID18 height accuracy estimate available here.
 LF1028
 LF1028.Click photographs - Photos may exist for this station.
 LF1028
 LF1028.The dynamic height is computed by dividing the NAVD 88
 LF1028.geopotential number by the normal gravity value computed on the
 LF1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1028.degrees latitude (g = 980.6199 gals.).
 LF1028
 LF1028.The modeled gravity was interpolated from observed gravity values.
 LF1028
 LF1028;                    North         East    Units  Estimated Accuracy
 LF1028;SPC NE       -   131,610.      847,680.      MT  (+/- 180 meters Scaled)
 LF1028
 LF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585364(NAD 83)
 LF1028
 LF1028                          SUPERSEDED SURVEY CONTROL
 LF1028
 LF1028  NGVD 29 (??/??/92)  318.354  (m)         1044.47   (f) ADJ UNCH    2 0
 LF1028
 LF1028.Superseded values are not recommended for survey control.
 LF1028
 LF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1028.See file dsdata.pdf to determine how the superseded data were derived.
 LF1028
 LF1028_MARKER: DB = BENCH MARK DISK
 LF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1028_STAMPING: G 256 1947
 LF1028_MARK LOGO: CGS
 LF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1028+STABILITY: SURFACE MOTION
 LF1028
 LF1028  HISTORY     - Date     Condition        Report By
 LF1028  HISTORY     - 1947     MONUMENTED       CGS
 LF1028
 LF1028                          STATION DESCRIPTION
 LF1028
 LF1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1028'5.3 MI S FROM PLATTSMOUTH.
 LF1028'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1028'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE
 LF1028'SOUTH ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG
 LF1028'A GRADED DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED
 LF1028'DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1028'1.6 MILES SOUTH ALONG A GRAVELED ROAD, 71.5 FEET NORTHEAST
 LF1028'OF THE NORTHEAST CORNER OF A HOUSE ON THE WEST SIDE OF THE
 LF1028'ROAD, 39.0 FEET NORTH OF A YARD GATE, 27.0 FEET WEST OF AND
 LF1028'2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 14.0 FEET
 LF1028'SOUTH OF A FENCE CORNER AT A PRIVATE ROAD ENTRANCE, 2.0 FEET
 LF1028'EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN
 LF1028'THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE
 LF1028'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1106 ***********************************************************************
 LF1106  DESIGNATION -  G 257
 LF1106  PID         -  LF1106
 LF1106  STATE/COUNTY-  NE/OTOE
 LF1106  COUNTRY     -  US
 LF1106  USGS QUAD   -  NEHAWKA (2017)
 LF1106
 LF1106                         *CURRENT SURVEY CONTROL
 LF1106  ______________________________________________________________________
 LF1106* NAD 83(1986) POSITION- 40 45 44.     (N) 095 54 09.     (W)   SCALED
 LF1106* NAVD 88 ORTHO HEIGHT -   330.802 (meters)     1085.31  (feet) ADJUSTED
 LF1106  ______________________________________________________________________
 LF1106  GEOID HEIGHT    -        -28.608 (meters)                     GEOID18
 LF1106  DYNAMIC HEIGHT  -        330.633 (meters)     1084.75  (feet) COMP
 LF1106  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 LF1106
 LF1106  VERT ORDER      -  SECOND    CLASS 0
 LF1106
 LF1106.The horizontal coordinates were scaled from a map and have
 LF1106.an estimated accuracy of +/- 6 seconds.
 LF1106
 LF1106.The orthometric height was determined by differential leveling and
 LF1106.adjusted by the NATIONAL GEODETIC SURVEY
 LF1106.in June 1991.
 LF1106
 LF1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1106.GEOID18 height accuracy estimate available here.
 LF1106
 LF1106.Click photographs - Photos may exist for this station.
 LF1106
 LF1106.The dynamic height is computed by dividing the NAVD 88
 LF1106.geopotential number by the normal gravity value computed on the
 LF1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1106.degrees latitude (g = 980.6199 gals.).
 LF1106
 LF1106.The modeled gravity was interpolated from observed gravity values.
 LF1106
 LF1106;                    North         East    Units  Estimated Accuracy
 LF1106;SPC NE       -   111,330.      845,760.      MT  (+/- 180 meters Scaled)
 LF1106
 LF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF550164(NAD 83)
 LF1106
 LF1106                          SUPERSEDED SURVEY CONTROL
 LF1106
 LF1106  NGVD 29 (??/??/92)  330.688  (m)         1084.93   (f) ADJ UNCH    2 0
 LF1106
 LF1106.Superseded values are not recommended for survey control.
 LF1106
 LF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1106.See file dsdata.pdf to determine how the superseded data were derived.
 LF1106
 LF1106_MARKER: DB = BENCH MARK DISK
 LF1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1106_STAMPING: G 257 1947
 LF1106_MARK LOGO: CGS
 LF1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1106+STABILITY: SURFACE MOTION
 LF1106
 LF1106  HISTORY     - Date     Condition        Report By
 LF1106  HISTORY     - 1947     MONUMENTED       CGS
 LF1106  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1106
 LF1106                          STATION DESCRIPTION
 LF1106
 LF1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1106'4.7 MI SE FROM UNION.
 LF1106'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1106'RAILROAD STATION AT UNION, THENCE 3.5 MILES SOUTH ALONG U.S.
 LF1106'HIGHWAYS 73 AND 75, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 LF1106'AT A T ROAD JUNCTION, 141.0 FEET WEST OF THE CENTER LINE OF A ROAD
 LF1106'LEADING NORTH, 55.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LF1106'WYOMING SCHOOL HOUSE--DISTRICT NO. 1, SET BETWEEN TWO 14 INCH ASH
 LF1106'TREES IN A ROW OF 8 ASH TREES, 5.7 FEET WEST OF ONE TREE AND 4.8
 LF1106'FEET EAST OF THE OTHER TREE, 36.0 FEET NORTH OF AND LEVEL WITH
 LF1106'THE CENTER LINE OF AN EAST AND WEST ROAD, 3.0 FEET WEST OF A
 LF1106'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1106'1 INCH ABOVE THE GROUND.
 LF1106
 LF1106                          STATION RECOVERY (2006)
 LF1106
 LF1106'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LF1106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0955 ***********************************************************************
 LF0955  DESIGNATION -  G 258
 LF0955  PID         -  LF0955
 LF0955  STATE/COUNTY-  NE/OTOE
 LF0955  COUNTRY     -  US
 LF0955  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0955
 LF0955                         *CURRENT SURVEY CONTROL
 LF0955  ______________________________________________________________________
 LF0955* NAD 83(1986) POSITION- 40 39 22.44   (N) 095 50 24.71   (W)   HD_HELD1
 LF0955* NAVD 88 ORTHO HEIGHT -   335.638 (meters)     1101.17  (feet) ADJUSTED
 LF0955  ______________________________________________________________________
 LF0955  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 LF0955  DYNAMIC HEIGHT  -        335.461 (meters)     1100.59  (feet) COMP
 LF0955  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 LF0955
 LF0955  VERT ORDER      -  FIRST     CLASS II
 LF0955
 LF0955.The horizontal coordinates were determined by differentially corrected
 LF0955.hand held GPS observations or other comparable positioning techniques
 LF0955.and have an estimated accuracy of +/- 3 meters.
 LF0955
 LF0955.The orthometric height was determined by differential leveling and
 LF0955.adjusted by the NATIONAL GEODETIC SURVEY
 LF0955.in May 1993.
 LF0955
 LF0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0955.GEOID18 height accuracy estimate available here.
 LF0955
 LF0955.Click photographs - Photos may exist for this station.
 LF0955
 LF0955.The dynamic height is computed by dividing the NAVD 88
 LF0955.geopotential number by the normal gravity value computed on the
 LF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0955.degrees latitude (g = 980.6199 gals.).
 LF0955
 LF0955.The modeled gravity was interpolated from observed gravity values.
 LF0955
 LF0955;                    North         East    Units  Estimated Accuracy
 LF0955;SPC NE       -    99,825.2     851,580.4     MT  (+/- 3 meters HH1 GPS) 
 LF0955
 LF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5988304476(NAD 83)
 LF0955
 LF0955                          SUPERSEDED SURVEY CONTROL
 LF0955
 LF0955  NAVD 88 (06/15/91)  335.626  (m)         1101.13   (f) SUPERSEDED  1 2
 LF0955  NGVD 29 (??/??/92)  335.518  (m)         1100.78   (f) ADJ UNCH    1 2
 LF0955
 LF0955.Superseded values are not recommended for survey control.
 LF0955
 LF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0955.See file dsdata.pdf to determine how the superseded data were derived.
 LF0955
 LF0955_MARKER: DB = BENCH MARK DISK
 LF0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0955_STAMPING: G 258 1947
 LF0955_MARK LOGO: CGS
 LF0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0955+STABILITY: SURFACE MOTION
 LF0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0955+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF0955
 LF0955  HISTORY     - Date     Condition        Report By
 LF0955  HISTORY     - 1947     MONUMENTED       CGS
 LF0955  HISTORY     - 1977     GOOD             LOCSUR
 LF0955  HISTORY     - 19911024 GOOD             NGS
 LF0955  HISTORY     - 20040405 GOOD             NEDR
 LF0955
 LF0955                          STATION DESCRIPTION
 LF0955
 LF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0955'2.1 MI S FROM NEBRASKA CITY.
 LF0955'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0955'NEBRASKA CITY, THENCE 2 BLOCK SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0955'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0955'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN
 LF0955'ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG AN ASPHALT STREET,
 LF0955'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, 122.1 FEET WEST OF THE
 LF0955'SOUTHWEST CORNER OF A FARMHOUSE, 65.3 FEET NORTH OF A POWER POLE
 LF0955'WITH A TRANSFORMER, 31.0 FEET WEST OF AND 2.0 FEET HIGHER THAN THE
 LF0955'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A 4 X 4 MARKER POST,
 LF0955'1.0 FOOT EAST OF A FENCE, ON LINE WITH THE CENTER LINE OF A
 LF0955'DRIVEWAY LEADING TO THE FARMHOUSE, SET IN THE TOP OF A CONCRETE
 LF0955'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF0955
 LF0955                          STATION RECOVERY (1977)
 LF0955
 LF0955'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF0955'RECOVERED IN GOOD CONDITION.
 LF0955
 LF0955                          STATION RECOVERY (1991)
 LF0955
 LF0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0955'1.8 KM (1.10 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF0955'STATE HIGHWAY 75 IN NEBRASKA CITY, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 LF0955'ALONG A GRAVELED ROAD, 81.5 M (267.4 FT) SOUTH OF THE CENTER OF A
 LF0955'DRIVEWAY, 20.0 M (65.6 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE,
 LF0955'9.5 M (31.2 FT) WEST OF THE ROAD CENTER, 1.0 M (3.3 FT) ABOVE THE
 LF0955'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3
 LF0955'FT) EAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LF0955'SURFACE.
 LF0955
 LF0955                          STATION RECOVERY (2004)
 LF0955
 LF0955'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0408 ***********************************************************************
 MK0408  DESIGNATION -  G 259
 MK0408  PID         -  MK0408
 MK0408  STATE/COUNTY-  NE/WASHINGTON
 MK0408  COUNTRY     -  US
 MK0408  USGS QUAD   -  ORUM (2017)
 MK0408
 MK0408                         *CURRENT SURVEY CONTROL
 MK0408  ______________________________________________________________________
 MK0408* NAD 83(1986) POSITION- 41 35 35.     (N) 096 18 34.     (W)   SCALED
 MK0408* NAVD 88 ORTHO HEIGHT -   406.999 (meters)     1335.30  (feet) ADJUSTED
 MK0408  ______________________________________________________________________
 MK0408  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 MK0408  DYNAMIC HEIGHT  -        406.819 (meters)     1334.71  (feet) COMP
 MK0408  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 MK0408
 MK0408  VERT ORDER      -  SECOND    CLASS 0
 MK0408
 MK0408.The horizontal coordinates were scaled from a map and have
 MK0408.an estimated accuracy of +/- 6 seconds.
 MK0408
 MK0408.The orthometric height was determined by differential leveling and
 MK0408.adjusted by the NATIONAL GEODETIC SURVEY
 MK0408.in June 1991.
 MK0408
 MK0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0408.GEOID18 height accuracy estimate available here.
 MK0408
 MK0408.Click photographs - Photos may exist for this station.
 MK0408
 MK0408.The dynamic height is computed by dividing the NAVD 88
 MK0408.geopotential number by the normal gravity value computed on the
 MK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0408.degrees latitude (g = 980.6199 gals.).
 MK0408
 MK0408.The modeled gravity was interpolated from observed gravity values.
 MK0408
 MK0408;                    North         East    Units  Estimated Accuracy
 MK0408;SPC NE       -   201,940.      807,510.      MT  (+/- 180 meters Scaled)
 MK0408
 MK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM242080(NAD 83)
 MK0408
 MK0408                          SUPERSEDED SURVEY CONTROL
 MK0408
 MK0408  NGVD 29 (??/??/92)  406.850  (m)         1334.81   (f) ADJ UNCH    2 0
 MK0408
 MK0408.Superseded values are not recommended for survey control.
 MK0408
 MK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0408.See file dsdata.pdf to determine how the superseded data were derived.
 MK0408
 MK0408_MARKER: DB = BENCH MARK DISK
 MK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0408_STAMPING: G 259 1947
 MK0408_MARK LOGO: CGS
 MK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0408+STABILITY: SURFACE MOTION
 MK0408
 MK0408  HISTORY     - Date     Condition        Report By
 MK0408  HISTORY     - 1947     MONUMENTED       CGS
 MK0408
 MK0408                          STATION DESCRIPTION
 MK0408
 MK0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0408'1 MI S FROM SPIKER.
 MK0408'1.05 MILE SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0408'SPIKER, 111.0 FEET NORTH OF A POINT IN LINE WITH THE CENTER OF A
 MK0408'GRAVEL ROAD LEADING EAST, 38.0 FEET WEST OF THE CENTER OF THE
 MK0408'HIGHWAY, 33.0 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE-WAY
 MK0408'LEADING WEST TO A FARM HOUSE, 14.9 FEET NORTH OF AN IRON PIPE
 MK0408'POST AT THE SOUTHEAST CORNER OF THE FARM YARD FENCE, 14.5 FEET
 MK0408'SOUTH OF THE SOUTH SIDE OF A 2-FOOT MAPLE TREE, 1.5 FOOT SOUTH
 MK0408'OF A REFERENCE POST, 0.7 FOOT EAST OF THE WEST RIGHT OF WAY
 MK0408'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0408'HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0723 ***********************************************************************
 LF0723  DESIGNATION -  G 260
 LF0723  PID         -  LF0723
 LF0723  STATE/COUNTY-  NE/NEMAHA
 LF0723  COUNTRY     -  US
 LF0723  USGS QUAD   -  PERU (2017)
 LF0723
 LF0723                         *CURRENT SURVEY CONTROL
 LF0723  ______________________________________________________________________
 LF0723* NAD 83(1986) POSITION- 40 23 53.5    (N) 095 39 14.2    (W)   HD_HELD2
 LF0723* NAVD 88 ORTHO HEIGHT -   285.107 (meters)      935.39  (feet) ADJUSTED
 LF0723  ______________________________________________________________________
 LF0723  GEOID HEIGHT    -        -30.066 (meters)                     GEOID18
 LF0723  DYNAMIC HEIGHT  -        284.957 (meters)      934.90  (feet) COMP
 LF0723  MODELED GRAVITY -    980,092.5   (mgal)                       NAVD 88
 LF0723
 LF0723  VERT ORDER      -  SECOND    CLASS 0
 LF0723
 LF0723.The horizontal coordinates were established by autonomous hand held GPS
 LF0723.observations and have an estimated accuracy of +/- 10 meters.
 LF0723
 LF0723.The orthometric height was determined by differential leveling and
 LF0723.adjusted by the NATIONAL GEODETIC SURVEY
 LF0723.in June 1991.
 LF0723
 LF0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0723.GEOID18 height accuracy estimate available here.
 LF0723
 LF0723.Click photographs - Photos may exist for this station.
 LF0723
 LF0723.The dynamic height is computed by dividing the NAVD 88
 LF0723.geopotential number by the normal gravity value computed on the
 LF0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0723.degrees latitude (g = 980.6199 gals.).
 LF0723
 LF0723.The modeled gravity was interpolated from observed gravity values.
 LF0723
 LF0723;                    North         East    Units  Estimated Accuracy
 LF0723;SPC NE       -    71,987.      868,749.      MT  (+/- 10 meters HH2 GPS)
 LF0723
 LF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7476875336(NAD 83)
 LF0723
 LF0723                          SUPERSEDED SURVEY CONTROL
 LF0723
 LF0723  NGVD 29 (??/??/92)  285.031  (m)          935.14   (f) ADJ UNCH    2 0
 LF0723
 LF0723.Superseded values are not recommended for survey control.
 LF0723
 LF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0723.See file dsdata.pdf to determine how the superseded data were derived.
 LF0723
 LF0723_MARKER: DB = BENCH MARK DISK
 LF0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0723_SP_SET: BRIDGE
 LF0723_STAMPING: G 260 1947
 LF0723_MARK LOGO: CGS
 LF0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0723+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 LF0723
 LF0723  HISTORY     - Date     Condition        Report By
 LF0723  HISTORY     - 1947     MONUMENTED       CGS
 LF0723  HISTORY     - 20080619 GOOD             INDIV
 LF0723  HISTORY     - 20090629 GOOD             GEOCAC
 LF0723
 LF0723                          STATION DESCRIPTION
 LF0723
 LF0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0723'AT BROWNVILLE.
 LF0723'AT BROWNVILLE, AT THE SOUTHWEST END OF THE TOLL BRIDGE OVER THE
 LF0723'MISSOURI RIVER, 12.4 FEET NORTHWEST OF THE CENTER OF STATE
 LF0723'HIGHWAY NO. 3, 0.3 FOOT SOUTHEAST OF THE SOUTHEAST SIDE OF A
 LF0723'LARGE CONCRETE ENTRANCE POST, SET IN THE CENTER AND TOP OF THE
 LF0723'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 LF0723'AND ABOUT 1 FOOT ABOVE THE FLOOR OF THE BRIDGE.
 LF0723
 LF0723                          STATION RECOVERY (2008)
 LF0723
 LF0723'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0723'RECOVERED IN GOOD CONDITION.
 LF0723
 LF0723                          STATION RECOVERY (2009)
 LF0723
 LF0723'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0723'THE CONCRETE CURB NEAR THE DISK HAS SPALLED, BUT THE DISK MOUNTING
 LF0723'APPEARS TO BE SOLID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0853 ***********************************************************************
 MJ0853  DESIGNATION -  G 261
 MJ0853  PID         -  MJ0853
 MJ0853  STATE/COUNTY-  NE/WASHINGTON
 MJ0853  COUNTRY     -  US
 MJ0853  USGS QUAD   -  LOVELAND (2018)
 MJ0853
 MJ0853                         *CURRENT SURVEY CONTROL
 MJ0853  ______________________________________________________________________
 MJ0853* NAD 83(1986) POSITION- 41 25 44.     (N) 095 56 30.     (W)   SCALED
 MJ0853* NAVD 88 ORTHO HEIGHT -   303.352 (meters)      995.25  (feet) ADJUSTED
 MJ0853  ______________________________________________________________________
 MJ0853  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 MJ0853  DYNAMIC HEIGHT  -        303.212 (meters)      994.79  (feet) COMP
 MJ0853  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 MJ0853
 MJ0853  VERT ORDER      -  SECOND    CLASS 0
 MJ0853
 MJ0853.The horizontal coordinates were scaled from a map and have
 MJ0853.an estimated accuracy of +/- 6 seconds.
 MJ0853
 MJ0853.The orthometric height was determined by differential leveling and
 MJ0853.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0853.in June 1991.
 MJ0853
 MJ0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0853.GEOID18 height accuracy estimate available here.
 MJ0853
 MJ0853.Click photographs - Photos may exist for this station.
 MJ0853
 MJ0853.The dynamic height is computed by dividing the NAVD 88
 MJ0853.geopotential number by the normal gravity value computed on the
 MJ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0853.degrees latitude (g = 980.6199 gals.).
 MJ0853
 MJ0853.The modeled gravity was interpolated from observed gravity values.
 MJ0853
 MJ0853;                    North         East    Units  Estimated Accuracy
 MJ0853;SPC NE       -   185,100.      838,990.      MT  (+/- 180 meters Scaled)
 MJ0853
 MJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541905(NAD 83)
 MJ0853
 MJ0853                          SUPERSEDED SURVEY CONTROL
 MJ0853
 MJ0853  NGVD 29 (??/??/92)  303.215  (m)          994.80   (f) ADJ UNCH    2 0
 MJ0853
 MJ0853.Superseded values are not recommended for survey control.
 MJ0853
 MJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0853.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0853
 MJ0853_MARKER: DB = BENCH MARK DISK
 MJ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0853_STAMPING: G 261 1948
 MJ0853_MARK LOGO: CGS
 MJ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0853+STABILITY: SURFACE MOTION
 MJ0853
 MJ0853  HISTORY     - Date     Condition        Report By
 MJ0853  HISTORY     - 1948     MONUMENTED       CGS
 MJ0853  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0853
 MJ0853                          STATION DESCRIPTION
 MJ0853
 MJ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0853'6.4 MI SE FROM FORT CALHOUN.
 MJ0853'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0853'CALHOUN, THENCE 0.3 MILE SOUTH, 2.9 MILES EAST, 1.5 MILE SOUTH
 MJ0853'AND 1.2 MILE EAST ALONG DIRT ROADS, 0.95 MILE EAST ALONG A
 MJ0853'PRIVATE ROAD LEADING THROUGH THE RIVER FARM LANDS FROM THE POINT
 MJ0853'WHERE THE PUBLIC ROAD MAKES RIGHT ANGLE TURN TO SOUTH TO FOLLOW
 MJ0853'THE WEST SIDE OF NATHANS LAKE, 0.4 MILE EAST ALONG THE LITTLE
 MJ0853'USED PRIVATE ROAD FROM BENCH MARK H 261 AND A GROUP OF TREES,
 MJ0853'AT A ROW OF COTTONWOOD TREES, ABOUT 0.1 MILE WEST OF THE POINT
 MJ0853'WHERE THE PRIVATE ROAD ENTERS THE WILLOW THICKET WHICH FOLLOWS
 MJ0853'ALONG THE RIVER BANK, WEST OF A PROMINENT MOUND OF EARTH, 25.0
 MJ0853'FEET SOUTHEAST OF AN 18-INCH COTTONWOOD TREE, 22.0 FEET NORTH
 MJ0853'OF THE CENTER LINE OF THE PRIVATE ROAD (TRAIL), 1.4 FOOT SOUTH
 MJ0853'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0853'PROJECTING 0.6 FOOT ABOVE THE GROUND.  MARK IS 0.4 MILE WEST
 MJ0853'ALONG THE TRAIL LEADING THROUGH THE WILLOW THICKET FROM THE WEST
 MJ0853'BANK OF THE MISSOURI RIVER AND BENCH MARK HH 261 (USED).
 MJ0853
 MJ0853                          STATION RECOVERY (1955)
 MJ0853
 MJ0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0853'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0669 ***********************************************************************
 NM0669  DESIGNATION -  G 262
 NM0669  PID         -  NM0669
 NM0669  STATE/COUNTY-  NE/DAKOTA
 NM0669  COUNTRY     -  US
 NM0669  USGS QUAD   -  JACKSON (2017)
 NM0669
 NM0669                         *CURRENT SURVEY CONTROL
 NM0669  ______________________________________________________________________
 NM0669* NAD 83(1986) POSITION- 42 29 01.     (N) 096 33 54.     (W)   SCALED
 NM0669* NAVD 88 ORTHO HEIGHT -   337.791 (meters)     1108.24  (feet) ADJUSTED
 NM0669  ______________________________________________________________________
 NM0669  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 NM0669  DYNAMIC HEIGHT  -        337.683 (meters)     1107.88  (feet) COMP
 NM0669  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 NM0669
 NM0669  VERT ORDER      -  SECOND    CLASS 0
 NM0669
 NM0669.The horizontal coordinates were scaled from a map and have
 NM0669.an estimated accuracy of +/- 6 seconds.
 NM0669
 NM0669.The orthometric height was determined by differential leveling and
 NM0669.adjusted by the NATIONAL GEODETIC SURVEY
 NM0669.in June 1991.
 NM0669
 NM0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0669.GEOID18 height accuracy estimate available here.
 NM0669
 NM0669.Click photographs - Photos may exist for this station.
 NM0669
 NM0669.The dynamic height is computed by dividing the NAVD 88
 NM0669.geopotential number by the normal gravity value computed on the
 NM0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0669.degrees latitude (g = 980.6199 gals.).
 NM0669
 NM0669.The modeled gravity was interpolated from observed gravity values.
 NM0669
 NM0669;                    North         East    Units  Estimated Accuracy
 NM0669;SPC NE       -   299,870.      782,300.      MT  (+/- 180 meters Scaled)
 NM0669
 NM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN001063(NAD 83)
 NM0669
 NM0669                          SUPERSEDED SURVEY CONTROL
 NM0669
 NM0669  NGVD 29 (??/??/92)  337.622  (m)         1107.68   (f) ADJ UNCH    2 0
 NM0669
 NM0669.Superseded values are not recommended for survey control.
 NM0669
 NM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0669.See file dsdata.pdf to determine how the superseded data were derived.
 NM0669
 NM0669_MARKER: DB = BENCH MARK DISK
 NM0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0669_STAMPING: G 262 1948
 NM0669_MARK LOGO: CGS
 NM0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0669+STABILITY: SURFACE MOTION
 NM0669
 NM0669  HISTORY     - Date     Condition        Report By
 NM0669  HISTORY     - 1948     MONUMENTED       CGS
 NM0669  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0669
 NM0669                          STATION DESCRIPTION
 NM0669
 NM0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0669'2.7 MI N FROM JACKSON.
 NM0669'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0669'JACKSON, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, ABOUT 250.0
 NM0669'FEET SOUTH OF A PRIVATE ROAD LEADING EAST, ABOUT 0.1 MILE NORTH
 NM0669'OF A FARMHOUSE ON THE EAST SIDE OF THE ROAD, 29.0 FEET EAST OF
 NM0669'THE CENTER LINE OF THE ROAD, 12.8 FEET NORTH OF A LONE 30-INCH ELM
 NM0669'TREE, 1.7 FEET WEST OF A PASTURE FENCE, 1.6 FEET NORTH OF A
 NM0669'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0669'0.4 FOOT ABOVE THE GROUND.
 NM0669
 NM0669                          STATION RECOVERY (1966)
 NM0669
 NM0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0669'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0612 ***********************************************************************
 LF0612  DESIGNATION -  G 266
 LF0612  PID         -  LF0612
 LF0612  STATE/COUNTY-  NE/RICHARDSON
 LF0612  COUNTRY     -  US
 LF0612  USGS QUAD   -  BARADA (2017)
 LF0612
 LF0612                         *CURRENT SURVEY CONTROL
 LF0612  ______________________________________________________________________
 LF0612* NAD 83(1986) POSITION- 40 13 58.     (N) 095 36 56.     (W)   SCALED
 LF0612* NAVD 88 ORTHO HEIGHT -   336.900 (meters)     1105.31  (feet) ADJUSTED
 LF0612  ______________________________________________________________________
 LF0612  GEOID HEIGHT    -        -30.292 (meters)                     GEOID18
 LF0612  DYNAMIC HEIGHT  -        336.714 (meters)     1104.70  (feet) COMP
 LF0612  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 LF0612
 LF0612  VERT ORDER      -  SECOND    CLASS 0
 LF0612
 LF0612.The horizontal coordinates were scaled from a map and have
 LF0612.an estimated accuracy of +/- 6 seconds.
 LF0612
 LF0612.The orthometric height was determined by differential leveling and
 LF0612.adjusted by the NATIONAL GEODETIC SURVEY
 LF0612.in June 1991.
 LF0612
 LF0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0612.GEOID18 height accuracy estimate available here.
 LF0612
 LF0612.Click photographs - Photos may exist for this station.
 LF0612
 LF0612.The dynamic height is computed by dividing the NAVD 88
 LF0612.geopotential number by the normal gravity value computed on the
 LF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0612.degrees latitude (g = 980.6199 gals.).
 LF0612
 LF0612.The modeled gravity was interpolated from observed gravity values.
 LF0612
 LF0612;                    North         East    Units  Estimated Accuracy
 LF0612;SPC NE       -    53,810.      872,930.      MT  (+/- 180 meters Scaled)
 LF0612
 LF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE774568(NAD 83)
 LF0612
 LF0612                          SUPERSEDED SURVEY CONTROL
 LF0612
 LF0612  NGVD 29 (??/??/92)  336.826  (m)         1105.07   (f) ADJ UNCH    2 0
 LF0612
 LF0612.Superseded values are not recommended for survey control.
 LF0612
 LF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0612.See file dsdata.pdf to determine how the superseded data were derived.
 LF0612
 LF0612_MARKER: DB = BENCH MARK DISK
 LF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0612_STAMPING: G 266 1947
 LF0612_MARK LOGO: CGS
 LF0612_PROJECTION: FLUSH
 LF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0612+STABILITY: SURFACE MOTION
 LF0612
 LF0612  HISTORY     - Date     Condition        Report By
 LF0612  HISTORY     - 1947     MONUMENTED       CGS
 LF0612
 LF0612                          STATION DESCRIPTION
 LF0612
 LF0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0612'4 MI E FROM SHUBERT.
 LF0612'0.4 MILE SOUTH ALONG MAIN STREET AND 3.6 MILES EAST ALONG STATE
 LF0612'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, IN THE SOUTHEAST
 LF0612'ANGLE OF A CROSS ROAD AND IN A CHURCH YARD AND CEMETERY, 111.0
 LF0612'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 100.0 FEET SOUTH
 LF0612'OF THE CENTER OF THE HIGHWAY, 5.6 FEET NORTH OF THE NORTH SIDE
 LF0612'OF THE CONCRETE ENTRANCE PORCH AND 3.8 FEET SOUTHWEST OF THE
 LF0612'SOUTHWEST CORNER OF THE CHURCH BUILDING, SET IN A CONCRETE POST
 LF0612'ABOUT FLUSH WITH THE TOP OF THE GROUND.  NOTE-- THIS BENCH MARK
 LF0612'IS ALSO 0.9 MILE WEST, 1.0 MILE NORTH AND 1.0 MILE WEST ALONG
 LF0612'STATE HIGHWAY NO. 62 FROM THE SCHOOL AT BARADA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0595 ***********************************************************************
 LF0595  DESIGNATION -  G 267
 LF0595  PID         -  LF0595
 LF0595  STATE/COUNTY-  NE/RICHARDSON
 LF0595  COUNTRY     -  US
 LF0595  USGS QUAD   -  FALLS CITY (2017)
 LF0595
 LF0595                         *CURRENT SURVEY CONTROL
 LF0595  ______________________________________________________________________
 LF0595* NAD 83(1986) POSITION- 40 02 12.     (N) 095 30 57.     (W)   SCALED
 LF0595* NAVD 88 ORTHO HEIGHT -   268.386 (meters)      880.53  (feet) ADJUSTED
 LF0595  ______________________________________________________________________
 LF0595  GEOID HEIGHT    -        -30.617 (meters)                     GEOID18
 LF0595  DYNAMIC HEIGHT  -        268.236 (meters)      880.04  (feet) COMP
 LF0595  MODELED GRAVITY -    980,059.5   (mgal)                       NAVD 88
 LF0595
 LF0595  VERT ORDER      -  SECOND    CLASS 0
 LF0595
 LF0595.The horizontal coordinates were scaled from a map and have
 LF0595.an estimated accuracy of +/- 6 seconds.
 LF0595
 LF0595.The orthometric height was determined by differential leveling and
 LF0595.adjusted by the NATIONAL GEODETIC SURVEY
 LF0595.in June 1991.
 LF0595
 LF0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0595.GEOID18 height accuracy estimate available here.
 LF0595
 LF0595.Click photographs - Photos may exist for this station.
 LF0595
 LF0595.The dynamic height is computed by dividing the NAVD 88
 LF0595.geopotential number by the normal gravity value computed on the
 LF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0595.degrees latitude (g = 980.6199 gals.).
 LF0595
 LF0595.The modeled gravity was interpolated from observed gravity values.
 LF0595
 LF0595;                    North         East    Units  Estimated Accuracy
 LF0595;SPC NE       -    32,500.      882,540.      MT  (+/- 180 meters Scaled)
 LF0595
 LF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE853348(NAD 83)
 LF0595
 LF0595                          SUPERSEDED SURVEY CONTROL
 LF0595
 LF0595  NGVD 29 (??/??/92)  268.317  (m)          880.30   (f) ADJ UNCH    2 0
 LF0595
 LF0595.Superseded values are not recommended for survey control.
 LF0595
 LF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0595.See file dsdata.pdf to determine how the superseded data were derived.
 LF0595
 LF0595_MARKER: DB = BENCH MARK DISK
 LF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0595_STAMPING: G 267 1947
 LF0595_MARK LOGO: CGS
 LF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0595+STABILITY: SURFACE MOTION
 LF0595
 LF0595  HISTORY     - Date     Condition        Report By
 LF0595  HISTORY     - 1947     MONUMENTED       CGS
 LF0595  HISTORY     - 20061028 MARK NOT FOUND   GEOCAC
 LF0595
 LF0595                          STATION DESCRIPTION
 LF0595
 LF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0595'AT PRESTON.
 LF0595'AT PRESTON, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0595'AT THE CROSSING OF A NORTH-SOUTH GRAVEL ROAD, 109.5 FEET EAST OF
 LF0595'THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 48.6 FEET EAST OF THE
 LF0595'EAST WALL OF THE RAILROAD STATION, 22.3 FEET SOUTH OF THE SOUTH
 LF0595'RAIL OF THE MAIN TRACK, 3.9 FEET SOUTH OF A GUY WIRE BRACED
 LF0595'TELEPHONE POLE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 LF0595'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 LF0595'PROJECTING 0.1 FOOT.
 LF0595
 LF0595                          STATION RECOVERY (2006)
 LF0595
 LF0595'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0595'THIS AREA HAS BEEN RAISED FOR THE GRAIN ELEVATOR TO THE EAST OF THE
 LF0595'ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0670 ***********************************************************************
 LF0670  DESIGNATION -  G 268
 LF0670  PID         -  LF0670
 LF0670  STATE/COUNTY-  NE/NEMAHA
 LF0670  COUNTRY     -  US
 LF0670  USGS QUAD   -  AUBURN (2017)
 LF0670
 LF0670                         *CURRENT SURVEY CONTROL
 LF0670  ______________________________________________________________________
 LF0670* NAD 83(1986) POSITION- 40 25 37.     (N) 095 45 12.     (W)   SCALED
 LF0670* NAVD 88 ORTHO HEIGHT -   342.925 (meters)     1125.08  (feet) ADJUSTED
 LF0670  ______________________________________________________________________
 LF0670  GEOID HEIGHT    -        -29.789 (meters)                     GEOID18
 LF0670  DYNAMIC HEIGHT  -        342.740 (meters)     1124.47  (feet) COMP
 LF0670  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LF0670
 LF0670  VERT ORDER      -  SECOND    CLASS 0
 LF0670
 LF0670.The horizontal coordinates were scaled from a map and have
 LF0670.an estimated accuracy of +/- 6 seconds.
 LF0670
 LF0670.The orthometric height was determined by differential leveling and
 LF0670.adjusted by the NATIONAL GEODETIC SURVEY
 LF0670.in June 1991.
 LF0670
 LF0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0670.GEOID18 height accuracy estimate available here.
 LF0670
 LF0670.Click photographs - Photos may exist for this station.
 LF0670
 LF0670.The dynamic height is computed by dividing the NAVD 88
 LF0670.geopotential number by the normal gravity value computed on the
 LF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0670.degrees latitude (g = 980.6199 gals.).
 LF0670
 LF0670.The modeled gravity was interpolated from observed gravity values.
 LF0670
 LF0670;                    North         East    Units  Estimated Accuracy
 LF0670;SPC NE       -    74,760.      860,170.      MT  (+/- 180 meters Scaled)
 LF0670
 LF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE664787(NAD 83)
 LF0670
 LF0670                          SUPERSEDED SURVEY CONTROL
 LF0670
 LF0670  NGVD 29 (??/??/92)  342.838  (m)         1124.79   (f) ADJ UNCH    2 0
 LF0670
 LF0670.Superseded values are not recommended for survey control.
 LF0670
 LF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0670.See file dsdata.pdf to determine how the superseded data were derived.
 LF0670
 LF0670_MARKER: DB = BENCH MARK DISK
 LF0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0670_STAMPING: G 268 1947
 LF0670_MARK LOGO: CGS
 LF0670_PROJECTION: PROJECTING 9 CENTIMETERS
 LF0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0670+STABILITY: SURFACE MOTION
 LF0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0670+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2013
 LF0670
 LF0670  HISTORY     - Date     Condition        Report By
 LF0670  HISTORY     - 1947     MONUMENTED       CGS
 LF0670  HISTORY     - 20130211 GOOD             NEDR
 LF0670
 LF0670                          STATION DESCRIPTION
 LF0670
 LF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0670'4.2 MI SW FROM PERU.
 LF0670'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 2.65 MILES SOUTH
 LF0670'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0670'AT THE TOP OF A HILL AND AT A FARM HOUSE, 54.2 FEET SOUTHEAST OF
 LF0670'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE BAY
 LF0670'WINDOW OF A LARGE TWO STORY FARM HOUSE, 39.0 FEET EAST OF THE
 LF0670'EAST EDGE OF A CONCRETE WALK LEADING NORTH TO THE FARM HOUSE,
 LF0670'38.0 FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH ROAD, 24.0
 LF0670'FEET NORTH OF THE CENTER OF A PRIVATE DRIVE WAY LEADING WEST TO
 LF0670'THE FARM HOUSE, 11.0 FEET WEST OF TELEPHONE POLE NO. 6, 8.0
 LF0670'FEET SOUTHWEST OF A 1 1/2-FOOT CEDAR TREE WHICH IS AT THE
 LF0670'SOUTHEAST CORNER OF THE FARM YARD, 4.8 FEET EAST OF A POWER LINE
 LF0670'POLE, 2.5 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST
 LF0670'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 LF0670
 LF0670                          STATION RECOVERY (2013)
 LF0670
 LF0670'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0668 ***********************************************************************
 LF0668  DESIGNATION -  G 269
 LF0668  PID         -  LF0668
 LF0668  STATE/COUNTY-  NE/NEMAHA
 LF0668  COUNTRY     -  US
 LF0668  USGS QUAD   -  AUBURN (2017)
 LF0668
 LF0668                         *CURRENT SURVEY CONTROL
 LF0668  ______________________________________________________________________
 LF0668* NAD 83(1986) POSITION- 40 27 30.     (N) 095 45 12.     (W)   SCALED
 LF0668* NAVD 88 ORTHO HEIGHT -   334.664 (meters)     1097.98  (feet) ADJUSTED
 LF0668  ______________________________________________________________________
 LF0668  GEOID HEIGHT    -        -29.788 (meters)                     GEOID18
 LF0668  DYNAMIC HEIGHT  -        334.486 (meters)     1097.39  (feet) COMP
 LF0668  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 LF0668
 LF0668  VERT ORDER      -  SECOND    CLASS 0
 LF0668
 LF0668.The horizontal coordinates were scaled from a map and have
 LF0668.an estimated accuracy of +/- 6 seconds.
 LF0668
 LF0668.The orthometric height was determined by differential leveling and
 LF0668.adjusted by the NATIONAL GEODETIC SURVEY
 LF0668.in June 1991.
 LF0668
 LF0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0668.GEOID18 height accuracy estimate available here.
 LF0668
 LF0668.Click photographs - Photos may exist for this station.
 LF0668
 LF0668.The dynamic height is computed by dividing the NAVD 88
 LF0668.geopotential number by the normal gravity value computed on the
 LF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0668.degrees latitude (g = 980.6199 gals.).
 LF0668
 LF0668.The modeled gravity was interpolated from observed gravity values.
 LF0668
 LF0668;                    North         East    Units  Estimated Accuracy
 LF0668;SPC NE       -    78,240.      860,000.      MT  (+/- 180 meters Scaled)
 LF0668
 LF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE665822(NAD 83)
 LF0668
 LF0668                          SUPERSEDED SURVEY CONTROL
 LF0668
 LF0668  NGVD 29 (??/??/92)  334.577  (m)         1097.69   (f) ADJ UNCH    2 0
 LF0668
 LF0668.Superseded values are not recommended for survey control.
 LF0668
 LF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0668.See file dsdata.pdf to determine how the superseded data were derived.
 LF0668
 LF0668_MARKER: DB = BENCH MARK DISK
 LF0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0668_STAMPING: G 269 1947
 LF0668_MARK LOGO: CGS
 LF0668_PROJECTION: PROJECTING 24 CENTIMETERS
 LF0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0668+STABILITY: SURFACE MOTION
 LF0668
 LF0668  HISTORY     - Date     Condition        Report By
 LF0668  HISTORY     - 1947     MONUMENTED       CGS
 LF0668  HISTORY     - 1964     POOR             USGS
 LF0668  HISTORY     - 20130211 MARK NOT FOUND   NEDR
 LF0668
 LF0668                          STATION DESCRIPTION
 LF0668
 LF0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0668'2.1 MI SW FROM PERU.
 LF0668'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 0.5 MILE
 LF0668'SOUTH ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL
 LF0668'AT PERU, AT THE TOP OF A HILL AND IN THE NORTHEAST ANGLE OF A
 LF0668'CROSS ROAD, 158.0 FEET NORTH OF THE CENTER OF THE EAST-WEST CROSS
 LF0668'ROAD, 78.5 FEET NORTHEAST OF AND ACROSS THE NORTH-SOUTH ROAD FROM
 LF0668'TELEPHONE POLE NO. 4 WHICH IS AT A TELEPHONE LINE JUNCTION,
 LF0668'35.0 FEET EAST OF THE CENTER OF THE MAIN NORTH-SOUTH GRAVEL
 LF0668'ROAD, 13.0 FEET NORTH OF A 1 1/2-FOOT LOCUST TREE, 3.0 FEET
 LF0668'SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 LF0668'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.  NOTE-- POST
 LF0668'IS PROJECTING 0.8 FT. AND COR. OF POST HAS BEEN CHIPPED OFF.
 LF0668
 LF0668                          STATION RECOVERY (1964)
 LF0668
 LF0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0668'MARK RECOVERED IN POOR CONDITION.
 LF0668
 LF0668                          STATION RECOVERY (2013)
 LF0668
 LF0668'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0668'POSSIBLY DESTROYED DUE TO WORK DONE ON ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0138 ***********************************************************************
 LJ0138  DESIGNATION -  G 27
 LJ0138  PID         -  LJ0138
 LJ0138  STATE/COUNTY-  NE/FRONTIER
 LJ0138  COUNTRY     -  US
 LJ0138  USGS QUAD   -  CURTIS SW (2017)
 LJ0138
 LJ0138                         *CURRENT SURVEY CONTROL
 LJ0138  ______________________________________________________________________
 LJ0138* NAD 83(1986) POSITION- 40 35 18.98   (N) 100 37 52.46   (W)   HD_HELD1
 LJ0138* NAVD 88 ORTHO HEIGHT -   855.213 (meters)     2805.81  (feet) ADJUSTED
 LJ0138  ______________________________________________________________________
 LJ0138  GEOID HEIGHT    -        -23.146 (meters)                     GEOID18
 LJ0138  DYNAMIC HEIGHT  -        854.678 (meters)     2804.06  (feet) COMP
 LJ0138  MODELED GRAVITY -    979,969.5   (mgal)                       NAVD 88
 LJ0138
 LJ0138  VERT ORDER      -  SECOND    CLASS 0
 LJ0138
 LJ0138.The horizontal coordinates were determined by differentially corrected
 LJ0138.hand held GPS observations or other comparable positioning techniques
 LJ0138.and have an estimated accuracy of +/- 3 meters.
 LJ0138
 LJ0138.The orthometric height was determined by differential leveling and
 LJ0138.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0138.in June 1991.
 LJ0138
 LJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0138.GEOID18 height accuracy estimate available here.
 LJ0138
 LJ0138.Click photographs - Photos may exist for this station.
 LJ0138
 LJ0138.The dynamic height is computed by dividing the NAVD 88
 LJ0138.geopotential number by the normal gravity value computed on the
 LJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0138.degrees latitude (g = 980.6199 gals.).
 LJ0138
 LJ0138.The modeled gravity was interpolated from observed gravity values.
 LJ0138
 LJ0138;                    North         East    Units  Estimated Accuracy
 LJ0138;SPC NE       -    84,052.6     446,573.7     MT  (+/- 3 meters HH1 GPS) 
 LJ0138
 LJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6195794368(NAD 83)
 LJ0138
 LJ0138                          SUPERSEDED SURVEY CONTROL
 LJ0138
 LJ0138  NGVD 29 (??/??/92)  854.873  (m)         2804.70   (f) ADJ UNCH    2 0
 LJ0138
 LJ0138.Superseded values are not recommended for survey control.
 LJ0138
 LJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0138
 LJ0138_MARKER: DB = BENCH MARK DISK
 LJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0138_STAMPING: G 27 1934
 LJ0138_MARK LOGO: CGS
 LJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0138+STABILITY: SURFACE MOTION
 LJ0138
 LJ0138  HISTORY     - Date     Condition        Report By
 LJ0138  HISTORY     - 1934     MONUMENTED       CGS
 LJ0138  HISTORY     - 1941     GOOD             CGS
 LJ0138
 LJ0138                          STATION DESCRIPTION
 LJ0138
 LJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0138'4.8 MI S FROM MAYWOOD.
 LJ0138'4.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0138'COUNTY, ABOUT 125 YARDS NORTH OF A STONE FARMHOUSE, 37 FEET EAST
 LJ0138'OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE
 LJ0138'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 27 1934 AND SET
 LJ0138'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0277 ***********************************************************************
 LH0277  DESIGNATION -  G 270
 LH0277  PID         -  LH0277
 LH0277  STATE/COUNTY-  NE/ADAMS
 LH0277  COUNTRY     -  US
 LH0277  USGS QUAD   -  AYR (2017)
 LH0277
 LH0277                         *CURRENT SURVEY CONTROL
 LH0277  ______________________________________________________________________
 LH0277* NAD 83(1986) POSITION- 40 24 32.     (N) 098 26 44.     (W)   SCALED
 LH0277* NAVD 88 ORTHO HEIGHT -   579.107 (meters)     1899.95  (feet) ADJUSTED
 LH0277  ______________________________________________________________________
 LH0277  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 LH0277  DYNAMIC HEIGHT  -        578.777 (meters)     1898.87  (feet) COMP
 LH0277  MODELED GRAVITY -    980,037.1   (mgal)                       NAVD 88
 LH0277
 LH0277  VERT ORDER      -  FIRST     CLASS II
 LH0277
 LH0277.The horizontal coordinates were scaled from a map and have
 LH0277.an estimated accuracy of +/- 6 seconds.
 LH0277
 LH0277.The orthometric height was determined by differential leveling and
 LH0277.adjusted by the NATIONAL GEODETIC SURVEY
 LH0277.in June 1991.
 LH0277
 LH0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0277.GEOID18 height accuracy estimate available here.
 LH0277
 LH0277.Click photographs - Photos may exist for this station.
 LH0277
 LH0277.The dynamic height is computed by dividing the NAVD 88
 LH0277.geopotential number by the normal gravity value computed on the
 LH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0277.degrees latitude (g = 980.6199 gals.).
 LH0277
 LH0277.The modeled gravity was interpolated from observed gravity values.
 LH0277
 LH0277;                    North         East    Units  Estimated Accuracy
 LH0277;SPC NE       -    65,090.      631,920.      MT  (+/- 180 meters Scaled)
 LH0277
 LH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK470732(NAD 83)
 LH0277
 LH0277                          SUPERSEDED SURVEY CONTROL
 LH0277
 LH0277  NGVD 29 (??/??/92)  578.886  (m)         1899.23   (f) ADJ UNCH    1 2
 LH0277
 LH0277.Superseded values are not recommended for survey control.
 LH0277
 LH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0277.See file dsdata.pdf to determine how the superseded data were derived.
 LH0277
 LH0277_MARKER: DB = BENCH MARK DISK
 LH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0277_STAMPING: G 270 1947
 LH0277_MARK LOGO: CGS
 LH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0277+STABILITY: SURFACE MOTION
 LH0277
 LH0277  HISTORY     - Date     Condition        Report By
 LH0277  HISTORY     - 1947     MONUMENTED       CGS
 LH0277
 LH0277                          STATION DESCRIPTION
 LH0277
 LH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0277'2.1 MI S FROM AYR.
 LH0277'2.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0277'FROM THE STATION AT AYR, AT A ROAD CROSSING, 242.0 FEET NORTH
 LH0277'OF THE CENTER LINE OF THE ROAD, 247.0 FEET SOUTH OF THE SOUTH
 LH0277'END OF A STEEL GATE AT A PRIVATE ROAD CROSSING, 47.6 FEET EAST
 LH0277'OF THE EAST RAIL AND 8.0 FEET HIGHER, 14.3 FEET EAST OF THE
 LH0277'SEVENTH POLE NORTH OF MILEPOST 14, 3.0 FEET NORTH OF A REFERENCE
 LH0277'POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0277'POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1406 ***********************************************************************
 NM1406  DESIGNATION -  G 271
 NM1406  PID         -  NM1406
 NM1406  STATE/COUNTY-  NE/KNOX
 NM1406  COUNTRY     -  US
 NM1406  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1406
 NM1406                         *CURRENT SURVEY CONTROL
 NM1406  ______________________________________________________________________
 NM1406* NAD 83(1986) POSITION- 42 45 24.     (N) 097 43 13.     (W)   SCALED
 NM1406* NAVD 88 ORTHO HEIGHT -   504.133 (meters)     1653.98  (feet) ADJUSTED
 NM1406  ______________________________________________________________________
 NM1406  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 NM1406  DYNAMIC HEIGHT  -        503.959 (meters)     1653.41  (feet) COMP
 NM1406  MODELED GRAVITY -    980,261.6   (mgal)                       NAVD 88
 NM1406
 NM1406  VERT ORDER      -  SECOND    CLASS 0
 NM1406
 NM1406.The horizontal coordinates were scaled from a map and have
 NM1406.an estimated accuracy of +/- 6 seconds.
 NM1406
 NM1406.The orthometric height was determined by differential leveling and
 NM1406.adjusted by the NATIONAL GEODETIC SURVEY
 NM1406.in June 1991.
 NM1406
 NM1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1406.GEOID18 height accuracy estimate available here.
 NM1406
 NM1406.Click photographs - Photos may exist for this station.
 NM1406
 NM1406.The dynamic height is computed by dividing the NAVD 88
 NM1406.geopotential number by the normal gravity value computed on the
 NM1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1406.degrees latitude (g = 980.6199 gals.).
 NM1406
 NM1406.The modeled gravity was interpolated from observed gravity values.
 NM1406
 NM1406;                    North         East    Units  Estimated Accuracy
 NM1406;SPC NE       -   327,050.      686,580.      MT  (+/- 180 meters Scaled)
 NM1406
 NM1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN047345(NAD 83)
 NM1406
 NM1406                          SUPERSEDED SURVEY CONTROL
 NM1406
 NM1406  NGVD 29 (??/??/92)  503.902  (m)         1653.22   (f) ADJ UNCH    2 0
 NM1406
 NM1406.Superseded values are not recommended for survey control.
 NM1406
 NM1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1406.See file dsdata.pdf to determine how the superseded data were derived.
 NM1406
 NM1406_MARKER: DB = BENCH MARK DISK
 NM1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1406_STAMPING: G 271 1949
 NM1406_MARK LOGO: CGS
 NM1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1406+STABILITY: SURFACE MOTION
 NM1406
 NM1406  HISTORY     - Date     Condition        Report By
 NM1406  HISTORY     - 1949     MONUMENTED       CGS
 NM1406
 NM1406                          STATION DESCRIPTION
 NM1406
 NM1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1406'2.6 MI NE FROM LINDY.
 NM1406'1.6 MILES NORTH ALONG A DIRT ROAD FROM ITS JUNCTION WITH THE
 NM1406'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 NM1406'AT A ROAD INTERSECTION, 38 FEET SOUTH OF THE CENTER LINE OF THE
 NM1406'EAST AND WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF THE NORTH
 NM1406'AND SOUTH ROAD, 2.0 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET
 NM1406'NORTH OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST
 NM1406'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1373 ***********************************************************************
 NM1373  DESIGNATION -  G 272
 NM1373  PID         -  NM1373
 NM1373  STATE/COUNTY-  NE/KNOX
 NM1373  COUNTRY     -  US
 NM1373  USGS QUAD   -  SPRINGFIELD (2017)
 NM1373
 NM1373                         *CURRENT SURVEY CONTROL
 NM1373  ______________________________________________________________________
 NM1373* NAD 83(1986) POSITION- 42 45 02.     (N) 097 58 22.     (W)   SCALED
 NM1373* NAVD 88 ORTHO HEIGHT -   372.148 (meters)     1220.96  (feet) ADJUSTED
 NM1373  ______________________________________________________________________
 NM1373  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 NM1373  DYNAMIC HEIGHT  -        372.027 (meters)     1220.56  (feet) COMP
 NM1373  MODELED GRAVITY -    980,285.5   (mgal)                       NAVD 88
 NM1373
 NM1373  VERT ORDER      -  SECOND    CLASS 0
 NM1373
 NM1373.The horizontal coordinates were scaled from a map and have
 NM1373.an estimated accuracy of +/- 6 seconds.
 NM1373
 NM1373.The orthometric height was determined by differential leveling and
 NM1373.adjusted by the NATIONAL GEODETIC SURVEY
 NM1373.in June 1991.
 NM1373
 NM1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1373.GEOID18 height accuracy estimate available here.
 NM1373
 NM1373.Click photographs - Photos may exist for this station.
 NM1373
 NM1373.The dynamic height is computed by dividing the NAVD 88
 NM1373.geopotential number by the normal gravity value computed on the
 NM1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1373.degrees latitude (g = 980.6199 gals.).
 NM1373
 NM1373.The modeled gravity was interpolated from observed gravity values.
 NM1373
 NM1373;                    North         East    Units  Estimated Accuracy
 NM1373;SPC NE       -   325,860.      665,940.      MT  (+/- 180 meters Scaled)
 NM1373
 NM1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN840336(NAD 83)
 NM1373
 NM1373                          SUPERSEDED SURVEY CONTROL
 NM1373
 NM1373  NGVD 29 (??/??/92)  371.936  (m)         1220.26   (f) ADJ UNCH    2 0
 NM1373
 NM1373.Superseded values are not recommended for survey control.
 NM1373
 NM1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1373.See file dsdata.pdf to determine how the superseded data were derived.
 NM1373
 NM1373_MARKER: DB = BENCH MARK DISK
 NM1373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1373_SP_SET: CULVERT
 NM1373_STAMPING: G 272 1949
 NM1373_MARK LOGO: CGS
 NM1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1373+STABILITY: SURFACE MOTION
 NM1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1373+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2015
 NM1373
 NM1373  HISTORY     - Date     Condition        Report By
 NM1373  HISTORY     - 1949     MONUMENTED       CGS
 NM1373  HISTORY     - 20150819 GOOD             INDIV
 NM1373
 NM1373                          STATION DESCRIPTION
 NM1373
 NM1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1373'3.3 MI E FROM NIOBRARA.
 NM1373'3.3 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1373'NORTH WESTERN RAILWAY STATION AT NIOBRARA, SET IN THE NORTHEAST
 NM1373'HEADWALL OF AN 11 FOOT CONCRETE CULVERT, 21 FEET NORTHEAST
 NM1373'OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHWEST OF THE
 NM1373'NORTHEAST END OF THE CULVERT, 1.0 FOOT LOWER THAN THE HIGHWAY.
 NM1373
 NM1373                          STATION RECOVERY (2015)
 NM1373
 NM1373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 NM1373'FOUND IN GOOD CONDITION, MARK IS O.75 MILE EAST OF HWY 14 GOING NORTH
 NM1373'TO SOUTH DAKOTA AND HWY 12 EAST OF NIOBRARA. LAT.42 45 02.6 LONG. 097
 NM1373'58 23.5.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0597 ***********************************************************************
 NN0597  DESIGNATION -  G 273 RESET
 NN0597  PID         -  NN0597
 NN0597  STATE/COUNTY-  NE/BOYD
 NN0597  COUNTRY     -  US
 NN0597  USGS QUAD   -  GROSS (2017)
 NN0597
 NN0597                         *CURRENT SURVEY CONTROL
 NN0597  ______________________________________________________________________
 NN0597* NAD 83(1986) POSITION- 42 54 55.     (N) 098 30 03.     (W)   SCALED
 NN0597* NAVD 88 ORTHO HEIGHT -   511.12  (+/-2cm)     1676.9   (feet) VERTCON
 NN0597  ______________________________________________________________________
 NN0597  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 NN0597  VERT ORDER      -  THIRD (See Below)
 NN0597
 NN0597.The horizontal coordinates were scaled from a map and have
 NN0597.an estimated accuracy of +/- 6 seconds.
 NN0597
 NN0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0597
 NN0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0597.GEOID18 height accuracy estimate available here.
 NN0597
 NN0597.The vertical order pertains to the NGVD 29 superseded value.
 NN0597
 NN0597.Click photographs - Photos may exist for this station.
 NN0597
 NN0597;                    North         East    Units  Estimated Accuracy
 NN0597;SPC NE       -   343,270.      622,400.      MT  (+/- 180 meters Scaled)
 NN0597
 NN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN407515(NAD 83)
 NN0597
 NN0597                          SUPERSEDED SURVEY CONTROL
 NN0597
 NN0597  NGVD 29 (01/31/13)  510.84   (m)         1676.0    (f) RESET       3  
 NN0597
 NN0597.Superseded values are not recommended for survey control.
 NN0597
 NN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0597.See file dsdata.pdf to determine how the superseded data were derived.
 NN0597
 NN0597_MARKER: DV = VERTICAL CONTROL DISK
 NN0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0597_STAMPING: G 273 RESET 1978
 NN0597_MARK LOGO: NGS
 NN0597_PROJECTION: PROJECTING 5 CENTIMETERS
 NN0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0597+STABILITY: SURFACE MOTION
 NN0597
 NN0597  HISTORY     - Date     Condition        Report By
 NN0597  HISTORY     - 1978     MONUMENTED       NEDR
 NN0597
 NN0597                          STATION DESCRIPTION
 NN0597
 NN0597'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1978
 NN0597'6.3 MI NORTH FROM LYNCH.
 NN0597'6.3 MILES NORTH ALONG A DIRT AND GRAVEL ROAD FROM THE POST OFFICE
 NN0597'IN LYNCH, THENCE 1.1 MILES WEST ALONG A DIRT AND GRAVEL ROAD, 107
 NN0597'FEET NORTH OF THE CENTERLINE OF THE ROAD, 31 FEET EAST OF A 3-WAY
 NN0597'CORNER FENCE POST, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 95 FEET
 NN0597'WEST OF A NORTH-SOUTH FENCE.
 NN0597'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0690 ***********************************************************************
 NM0690  DESIGNATION -  G 274
 NM0690  PID         -  NM0690
 NM0690  STATE/COUNTY-  NE/DIXON
 NM0690  COUNTRY     -  US
 NM0690  USGS QUAD   -  CONCORD (2017)
 NM0690
 NM0690                         *CURRENT SURVEY CONTROL
 NM0690  ______________________________________________________________________
 NM0690* NAD 83(1986) POSITION- 42 27 09.     (N) 096 59 43.     (W)   SCALED
 NM0690* NAVD 88 ORTHO HEIGHT -   446.442 (meters)     1464.70  (feet) ADJUSTED
 NM0690  ______________________________________________________________________
 NM0690  GEOID HEIGHT    -        -25.101 (meters)                     GEOID18
 NM0690  DYNAMIC HEIGHT  -        446.296 (meters)     1464.22  (feet) COMP
 NM0690  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 NM0690
 NM0690  VERT ORDER      -  SECOND    CLASS 0
 NM0690
 NM0690.The horizontal coordinates were scaled from a map and have
 NM0690.an estimated accuracy of +/- 6 seconds.
 NM0690
 NM0690.The orthometric height was determined by differential leveling and
 NM0690.adjusted by the NATIONAL GEODETIC SURVEY
 NM0690.in June 1991.
 NM0690
 NM0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0690.GEOID18 height accuracy estimate available here.
 NM0690
 NM0690.Click photographs - Photos may exist for this station.
 NM0690
 NM0690.The dynamic height is computed by dividing the NAVD 88
 NM0690.geopotential number by the normal gravity value computed on the
 NM0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0690.degrees latitude (g = 980.6199 gals.).
 NM0690
 NM0690.The modeled gravity was interpolated from observed gravity values.
 NM0690
 NM0690;                    North         East    Units  Estimated Accuracy
 NM0690;SPC NE       -   295,100.      747,070.      MT  (+/- 180 meters Scaled)
 NM0690
 NM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN648019(NAD 83)
 NM0690
 NM0690                          SUPERSEDED SURVEY CONTROL
 NM0690
 NM0690  NGVD 29 (??/??/92)  446.254  (m)         1464.09   (f) ADJ UNCH    2 0
 NM0690
 NM0690.Superseded values are not recommended for survey control.
 NM0690
 NM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0690.See file dsdata.pdf to determine how the superseded data were derived.
 NM0690
 NM0690_MARKER: DB = BENCH MARK DISK
 NM0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0690_STAMPING: G 274 1949
 NM0690_MARK LOGO: CGS
 NM0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0690+STABILITY: SURFACE MOTION
 NM0690
 NM0690  HISTORY     - Date     Condition        Report By
 NM0690  HISTORY     - 1949     MONUMENTED       CGS
 NM0690
 NM0690                          STATION DESCRIPTION
 NM0690
 NM0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0690'2.8 MI N FROM DIXON.
 NM0690'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0690'AND QUINCY RAILROAD STATION AT DIXON, THENCE 2.65 MILES NORTH
 NM0690'ALONG STATE HIGHWAY 116, 117 FEET EAST OF THE CENTER LINE OF
 NM0690'THE HIGHWAY, 69.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 NM0690'BRIDGE, 62.0 FEET EAST OF A FENCE CORNER POST, 28 FEET NORTH
 NM0690'OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.0 FOOT SOUTH OF THE
 NM0690'RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A REFERENCE POST, AND SET
 NM0690'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 NM0690'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1063 ***********************************************************************
 NM1063  DESIGNATION -  G 275
 NM1063  PID         -  NM1063
 NM1063  STATE/COUNTY-  NE/CEDAR
 NM1063  COUNTRY     -  US
 NM1063  USGS QUAD   -  MECKLING (2017)
 NM1063
 NM1063                         *CURRENT SURVEY CONTROL
 NM1063  ______________________________________________________________________
 NM1063* NAD 83(1986) POSITION- 42 45 24.     (N) 097 03 37.     (W)   SCALED
 NM1063* NAVD 88 ORTHO HEIGHT -   351.574 (meters)     1153.46  (feet) ADJUSTED
 NM1063  ______________________________________________________________________
 NM1063  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NM1063  DYNAMIC HEIGHT  -        351.467 (meters)     1153.10  (feet) COMP
 NM1063  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NM1063
 NM1063  VERT ORDER      -  SECOND    CLASS 0
 NM1063
 NM1063.The horizontal coordinates were scaled from a map and have
 NM1063.an estimated accuracy of +/- 6 seconds.
 NM1063
 NM1063.The orthometric height was determined by differential leveling and
 NM1063.adjusted by the NATIONAL GEODETIC SURVEY
 NM1063.in June 1991.
 NM1063
 NM1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1063.GEOID18 height accuracy estimate available here.
 NM1063
 NM1063.Click photographs - Photos may exist for this station.
 NM1063
 NM1063.The dynamic height is computed by dividing the NAVD 88
 NM1063.geopotential number by the normal gravity value computed on the
 NM1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1063.degrees latitude (g = 980.6199 gals.).
 NM1063
 NM1063.The modeled gravity was interpolated from observed gravity values.
 NM1063
 NM1063;                    North         East    Units  Estimated Accuracy
 NM1063;SPC NE       -   328,680.      740,580.      MT  (+/- 180 meters Scaled)
 NM1063
 NM1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN587356(NAD 83)
 NM1063
 NM1063                          SUPERSEDED SURVEY CONTROL
 NM1063
 NM1063  NGVD 29 (??/??/92)  351.369  (m)         1152.78   (f) ADJ UNCH    2 0
 NM1063
 NM1063.Superseded values are not recommended for survey control.
 NM1063
 NM1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1063.See file dsdata.pdf to determine how the superseded data were derived.
 NM1063
 NM1063_MARKER: DB = BENCH MARK DISK
 NM1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1063_STAMPING: G 275 1949
 NM1063_MARK LOGO: CGS
 NM1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1063+STABILITY: SURFACE MOTION
 NM1063
 NM1063  HISTORY     - Date     Condition        Report By
 NM1063  HISTORY     - 1949     MONUMENTED       CGS
 NM1063  HISTORY     - 20120529 MARK NOT FOUND   USGS
 NM1063
 NM1063                          STATION DESCRIPTION
 NM1063
 NM1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1063'7.6 MI E FROM WYNOT.
 NM1063'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1063'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1063'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1063'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1063'ROAD, THENCE 5.1 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM1063'HOME OF GEORGE GOWERY, 62.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 NM1063'OF THE HOUSE, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 NM1063'WEST ROAD, 10.0 FEET SOUTHWEST OF AN ARTESIAN WELL, 3.6 FEET
 NM1063'EAST OF A FENCE CORNER POST, 0.8 FOOT NORTH OF A FENCE, SET IN
 NM1063'THE TOP OF A CONCRETE POST WHICH HAS A LENGTH OF 5.5 FEET AND
 NM1063'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM1063
 NM1063                          STATION RECOVERY (2012)
 NM1063
 NM1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2012 (RFT)
 NM1063'THE HOUSE, ARTESIAN WELL, AND FENCE AS DESCRIBED IN 1949 ARE NO LONGER
 NM1063'PRESENT AT THIS LOCATION.  A NEW HOME IS NOW PRESENT AND THE MARK MAY
 NM1063'HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0878 ***********************************************************************
 NM0878  DESIGNATION -  G 276
 NM0878  PID         -  NM0878
 NM0878  STATE/COUNTY-  NE/DIXON
 NM0878  COUNTRY     -  US
 NM0878  USGS QUAD   -  BURBANK (2017)
 NM0878
 NM0878                         *CURRENT SURVEY CONTROL
 NM0878  ______________________________________________________________________
 NM0878* NAD 83(1986) POSITION- 42 38 54.     (N) 096 48 41.     (W)   SCALED
 NM0878* NAVD 88 ORTHO HEIGHT -   414.232 (meters)     1359.03  (feet) ADJUSTED
 NM0878  ______________________________________________________________________
 NM0878  GEOID HEIGHT    -        -25.494 (meters)                     GEOID18
 NM0878  DYNAMIC HEIGHT  -        414.104 (meters)     1358.61  (feet) COMP
 NM0878  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 NM0878
 NM0878  VERT ORDER      -  SECOND    CLASS 0
 NM0878
 NM0878.The horizontal coordinates were scaled from a map and have
 NM0878.an estimated accuracy of +/- 6 seconds.
 NM0878
 NM0878.The orthometric height was determined by differential leveling and
 NM0878.adjusted by the NATIONAL GEODETIC SURVEY
 NM0878.in June 1991.
 NM0878
 NM0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0878.GEOID18 height accuracy estimate available here.
 NM0878
 NM0878.Click photographs - Photos may exist for this station.
 NM0878
 NM0878.The dynamic height is computed by dividing the NAVD 88
 NM0878.geopotential number by the normal gravity value computed on the
 NM0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0878.degrees latitude (g = 980.6199 gals.).
 NM0878
 NM0878.The modeled gravity was interpolated from observed gravity values.
 NM0878
 NM0878;                    North         East    Units  Estimated Accuracy
 NM0878;SPC NE       -   317,380.      761,380.      MT  (+/- 180 meters Scaled)
 NM0878
 NM0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN794240(NAD 83)
 NM0878
 NM0878                          SUPERSEDED SURVEY CONTROL
 NM0878
 NM0878  NGVD 29 (??/??/92)  414.047  (m)         1358.42   (f) ADJ UNCH    2 0
 NM0878
 NM0878.Superseded values are not recommended for survey control.
 NM0878
 NM0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0878.See file dsdata.pdf to determine how the superseded data were derived.
 NM0878
 NM0878_MARKER: DB = BENCH MARK DISK
 NM0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0878_STAMPING: G 276 1949
 NM0878_MARK LOGO: CGS
 NM0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0878+STABILITY: SURFACE MOTION
 NM0878
 NM0878  HISTORY     - Date     Condition        Report By
 NM0878  HISTORY     - 1949     MONUMENTED       CGS
 NM0878  HISTORY     - 1962     GOOD             CGS
 NM0878  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0878
 NM0878                          STATION DESCRIPTION
 NM0878
 NM0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0878'4.3 MI SE FROM NEWCASTLE.
 NM0878'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0878'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0878'THENCE 1.45 MILES EAST ALONG A GRADED DIRT ROAD, AT A FARM HOME
 NM0878'OWNED BY SILVESTER BEYLER AND OCCUPIED BY H.G. SHELLENBERGER, .1
 NM0878'MILE SOUTH OF SOUTHEAST CORNER OF THE HOUSE, 165 FEET NORTH OF
 NM0878'THE CENTERLINE OF THE ROAD, 67.7 FEET EAST OF A PRIVATE DRIVEWAY,
 NM0878'2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5
 NM0878'FOOT CONCRETE POST PROJECTING 2.4 FEET ABOVE GROUND.
 NM0878
 NM0878                          STATION RECOVERY (1962)
 NM0878
 NM0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM0878'RECOVERED IN GOOD CONDITION.
 NM0878
 NM0878                          STATION RECOVERY (2020)
 NM0878
 NM0878'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0878'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0137 ***********************************************************************
 LG0137  DESIGNATION -  G 277
 LG0137  PID         -  LG0137
 LG0137  STATE/COUNTY-  NE/CASS
 LG0137  COUNTRY     -  US
 LG0137  USGS QUAD   -  MANLEY (2017)
 LG0137
 LG0137                         *CURRENT SURVEY CONTROL
 LG0137  ______________________________________________________________________
 LG0137* NAD 83(1986) POSITION- 40 53 14.04   (N) 096 08 27.38   (W)   HD_HELD1
 LG0137* NAVD 88 ORTHO HEIGHT -   376.313 (meters)     1234.62  (feet) ADJUSTED
 LG0137  ______________________________________________________________________
 LG0137  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 LG0137  DYNAMIC HEIGHT  -        376.155 (meters)     1234.10  (feet) COMP
 LG0137  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 LG0137
 LG0137  VERT ORDER      -  SECOND    CLASS 0
 LG0137
 LG0137.The horizontal coordinates were determined by differentially corrected
 LG0137.hand held GPS observations or other comparable positioning techniques
 LG0137.and have an estimated accuracy of +/- 3 meters.
 LG0137
 LG0137.The orthometric height was determined by differential leveling and
 LG0137.adjusted by the NATIONAL GEODETIC SURVEY
 LG0137.in June 1991.
 LG0137
 LG0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0137.GEOID18 height accuracy estimate available here.
 LG0137
 LG0137.Click photographs - Photos may exist for this station.
 LG0137
 LG0137.The dynamic height is computed by dividing the NAVD 88
 LG0137.geopotential number by the normal gravity value computed on the
 LG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0137.degrees latitude (g = 980.6199 gals.).
 LG0137
 LG0137.The modeled gravity was interpolated from observed gravity values.
 LG0137
 LG0137;                    North         East    Units  Estimated Accuracy
 LG0137;SPC NE       -   124,266.7     825,035.4     MT  (+/- 3 meters HH1 GPS) 
 LG0137
 LG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4087530174(NAD 83)
 LG0137
 LG0137                          SUPERSEDED SURVEY CONTROL
 LG0137
 LG0137  NGVD 29 (??/??/92)  376.221  (m)         1234.32   (f) ADJ UNCH    2 0
 LG0137
 LG0137.Superseded values are not recommended for survey control.
 LG0137
 LG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0137.See file dsdata.pdf to determine how the superseded data were derived.
 LG0137
 LG0137_MARKER: DB = BENCH MARK DISK
 LG0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0137_STAMPING: G 277 1950
 LG0137_MARK LOGO: CGS
 LG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0137+STABILITY: SURFACE MOTION
 LG0137
 LG0137  HISTORY     - Date     Condition        Report By
 LG0137  HISTORY     - 1950     MONUMENTED       CGS
 LG0137  HISTORY     - 1964     GOOD             USGS
 LG0137
 LG0137                          STATION DESCRIPTION
 LG0137
 LG0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0137'1.6 MI N FROM WEEPING WATER.
 LG0137'1.6 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0137'WEEPING WATER, AT A WHITE FARMHOUSE OCCUPIED BY FRED REHMEIR,
 LG0137'255 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 LG0137'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 4.3 FEET
 LG0137'EAST OF THE SOUTHEAST CORNER OF A GARAGE, 9 FEET WEST OF THE
 LG0137'CENTER OF A GATE, 1.3 FEET SOUTH OF A FENCE, SET IN THE TOP OF A
 LG0137'CONCRETE POST.
 LG0137
 LG0137                          STATION RECOVERY (1964)
 LG0137
 LG0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0509 ***********************************************************************
 NM0509  DESIGNATION -  G 278
 NM0509  PID         -  NM0509
 NM0509  STATE/COUNTY-  NE/THURSTON
 NM0509  COUNTRY     -  US
 NM0509  USGS QUAD   -  MACY (2017)
 NM0509
 NM0509                         *CURRENT SURVEY CONTROL
 NM0509  ______________________________________________________________________
 NM0509* NAD 83(1986) POSITION- 42 07 07.     (N) 096 17 45.     (W)   SCALED
 NM0509* NAVD 88 ORTHO HEIGHT -   322.608 (meters)     1058.42  (feet) ADJUSTED
 NM0509  ______________________________________________________________________
 NM0509  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 NM0509  DYNAMIC HEIGHT  -        322.497 (meters)     1058.06  (feet) COMP
 NM0509  MODELED GRAVITY -    980,266.7   (mgal)                       NAVD 88
 NM0509
 NM0509  VERT ORDER      -  SECOND    CLASS 0
 NM0509
 NM0509.The horizontal coordinates were scaled from a map and have
 NM0509.an estimated accuracy of +/- 6 seconds.
 NM0509
 NM0509.The orthometric height was determined by differential leveling and
 NM0509.adjusted by the NATIONAL GEODETIC SURVEY
 NM0509.in June 1991.
 NM0509
 NM0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0509.GEOID18 height accuracy estimate available here.
 NM0509
 NM0509.Click photographs - Photos may exist for this station.
 NM0509
 NM0509.The dynamic height is computed by dividing the NAVD 88
 NM0509.geopotential number by the normal gravity value computed on the
 NM0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0509.degrees latitude (g = 980.6199 gals.).
 NM0509
 NM0509.The modeled gravity was interpolated from observed gravity values.
 NM0509
 NM0509;                    North         East    Units  Estimated Accuracy
 NM0509;SPC NE       -   260,290.      806,140.      MT  (+/- 180 meters Scaled)
 NM0509
 NM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM235664(NAD 83)
 NM0509
 NM0509                          SUPERSEDED SURVEY CONTROL
 NM0509
 NM0509  NGVD 29 (??/??/92)  322.461  (m)         1057.94   (f) ADJ UNCH    2 0
 NM0509
 NM0509.Superseded values are not recommended for survey control.
 NM0509
 NM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0509.See file dsdata.pdf to determine how the superseded data were derived.
 NM0509
 NM0509_MARKER: DB = BENCH MARK DISK
 NM0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0509_STAMPING: G 278 1949
 NM0509_MARK LOGO: CGS
 NM0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0509+STABILITY: SURFACE MOTION
 NM0509
 NM0509  HISTORY     - Date     Condition        Report By
 NM0509  HISTORY     - 1949     MONUMENTED       CGS
 NM0509
 NM0509                          STATION DESCRIPTION
 NM0509
 NM0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0509'3.6 MI NE FROM MACY.
 NM0509'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0509'AT MACY, 0.5 MILE EAST ALONG A GRAVELED ROAD, 0.85 MILE NORTHEAST
 NM0509'ALONG A GRAVELED ROAD, 1.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0509'0.5 MILE EAST ALONG A DIRT ROAD, IN LINE WITH THE CENTERLINE
 NM0509'OF A ROAD LEADING SOUTHEAST, 46 FEET NORTH OF THE CENTERLINE OF
 NM0509'THE ROAD LEADING WEST, 15 FEET WEST OF THE CENTERLINE OF A TRAIL
 NM0509'ROAD LEADING NORTH, 25.0 FEET NORTHWEST OF A 16-IN. COTTONWOOD
 NM0509'WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 2.0
 NM0509'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT
 NM0509'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0078 ***********************************************************************
 LH0078  DESIGNATION -  G 279
 LH0078  PID         -  LH0078
 LH0078  STATE/COUNTY-  NE/HALL
 LH0078  COUNTRY     -  US
 LH0078  USGS QUAD   -  ALDA (2017)
 LH0078
 LH0078                         *CURRENT SURVEY CONTROL
 LH0078  ______________________________________________________________________
 LH0078* NAD 83(1995) POSITION- 40 52 10.04006(N) 098 28 05.59654(W)   NO CHECK
 LH0078* NAVD 88 ORTHO HEIGHT -   584.207 (meters)     1916.69  (feet) ADJUSTED
 LH0078  ______________________________________________________________________
 LH0078  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 LH0078  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 LH0078  DYNAMIC HEIGHT  -        583.897 (meters)     1915.67  (feet) COMP
 LH0078  MODELED GRAVITY -    980,076.0   (mgal)                       NAVD 88
 LH0078
 LH0078  HORZ ORDER      -  THIRD
 LH0078  VERT ORDER      -  FIRST     CLASS II
 LH0078
 LH0078.The horizontal coordinates were established by classical geodetic methods
 LH0078.and adjusted by the National Geodetic Survey in August 1997.
 LH0078
 LH0078.No horizontal observational check was made to the station.
 LH0078
 LH0078.The orthometric height was determined by differential leveling and
 LH0078.adjusted by the NATIONAL GEODETIC SURVEY
 LH0078.in June 1991.
 LH0078
 LH0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0078.GEOID18 height accuracy estimate available here.
 LH0078
 LH0078.Click photographs - Photos may exist for this station.
 LH0078
 LH0078.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0078
 LH0078.The dynamic height is computed by dividing the NAVD 88
 LH0078.geopotential number by the normal gravity value computed on the
 LH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0078.degrees latitude (g = 980.6199 gals.).
 LH0078
 LH0078.The modeled gravity was interpolated from observed gravity values.
 LH0078
 LH0078. The following values were computed from the NAD 83(1995) position.
 LH0078
 LH0078;                    North         East     Units Scale Factor Converg.
 LH0078;SPC NE       -   116,181.389   629,087.498   MT  0.99971983   +1 00 54.4
 LH0078;SPC NE       -   381,171.77  2,063,931.23   sFT  0.99971983   +1 00 54.4
 LH0078;UTM  14      - 4,524,401.631   544,811.624   MT  0.99962472   +0 20 52.7
 LH0078
 LH0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0078!SPC NE       -   0.99991227  x   0.99971983  =   0.99963213
 LH0078!UTM  14      -   0.99991227  x   0.99962472  =   0.99953703
 LH0078
 LH0078:                Primary Azimuth Mark                     Grid Az
 LH0078:SPC NE       -  ALDA                                     054 59 29.9
 LH0078:UTM  14      -  ALDA                                     055 39 31.6
 LH0078
 LH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4481124401(NAD 83)
 LH0078
 LH0078|---------------------------------------------------------------------|
 LH0078| PID    Reference Object                     Distance      Geod. Az  |
 LH0078|                                                           dddmmss.s |
 LH0078| CN8549 ALDA RM 3                                          05559     |
 LH0078| LH1152 ALDA                                APPROX. 0.7 KM 0560024.3 |
 LH0078|---------------------------------------------------------------------|
 LH0078
 LH0078                          SUPERSEDED SURVEY CONTROL
 LH0078
 LH0078  NAD 83(1986)-  40 52 10.04715(N)    098 28 05.59777(W) AD(       ) 3
 LH0078  NAD 27      -  40 52 09.99923(N)    098 28 04.36081(W) AD(       ) 3
 LH0078  NGVD 29 (02/14/92)  583.960  (m)         1915.88   (f) ADJUSTED    1 2
 LH0078  NGVD 29 (??/??/87)  583.960  (m)         1915.88   (f) SUPERSEDED  1 2
 LH0078  NGVD 29             583.96   (m)         1915.9    (f) LEVELING    3  
 LH0078
 LH0078.Superseded values are not recommended for survey control.
 LH0078
 LH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0078.See file dsdata.pdf to determine how the superseded data were derived.
 LH0078
 LH0078_MARKER: DB = BENCH MARK DISK
 LH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0078_STAMPING: G 279 1949
 LH0078_MARK LOGO: CGS
 LH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0078+STABILITY: SURFACE MOTION
 LH0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0078+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0078
 LH0078  HISTORY     - Date     Condition        Report By
 LH0078  HISTORY     - 1949     MONUMENTED       CGS
 LH0078  HISTORY     - 1978     GOOD             NGS
 LH0078  HISTORY     - 1990     GOOD             USPSQD
 LH0078  HISTORY     - 19910924 GOOD             NGS
 LH0078  HISTORY     - 20010810 MARK NOT FOUND   USPSQD
 LH0078
 LH0078                          STATION DESCRIPTION
 LH0078
 LH0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0078'AT ALDA.
 LH0078'110 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30, 53.0
 LH0078'FEET SOUTHWEST OF THE WEST CORNER OF THE PLATFORM ON THE
 LH0078'SOUTHWEST END OF THE UNION PACIFIC RAILROAD STATION, 32.0 FEET
 LH0078'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS,
 LH0078'2.0 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0078'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0078
 LH0078                          STATION RECOVERY (1978)
 LH0078
 LH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LH0078'MARK WAS RECOVERED IN GOOD CONDITION IN ALDA AT THE INTERSECTION OF
 LH0078'U.S. HIGHWAY 30, WHICH IS ALSO FRONT STREET, AND VINE STREET, 110 FT
 LH0078'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FT NORTH OF THE NORTH RAIL
 LH0078'OF TWO TRACKS, 23 FT EAST OF THE PROJECTED CENTERLINE OF VINE STREET,
 LH0078'7 FT WEST OF A POWER LINE POLE AND 2 FT NORTH OF A WITNESS POST.
 LH0078
 LH0078                          STATION RECOVERY (1990)
 LH0078
 LH0078'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0078'RECOVERED IN GOOD CONDITION.
 LH0078
 LH0078                          STATION RECOVERY (1991)
 LH0078
 LH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0078'IN ALDA, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND VINE STREET,
 LH0078'96.0 M (315.0 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD, 33.2 M
 LH0078'(108.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT)
 LH0078'NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 6.5 M (21.3
 LH0078'FT) NORTHEAST OF THE EXTENDED CENTER OF THE STREET, 1.9 M (6.2 FT)
 LH0078'NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT)
 LH0078'NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LH0078'HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LH0078'SURFACE.
 LH0078
 LH0078                          STATION RECOVERY (2001)
 LH0078
 LH0078'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0078'SITE LOCATED. U.S.HWY 30 HAS BEEN RECONSTRUCTED AND WIDEN. SURROUNDING
 LH0078'AREA HAS CHANGED. UTILITY POLE NO LONGER IN AREA, NO WITNESS POST.
 LH0078'MARK SEARCHED FOR, BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0149 ***********************************************************************
 LJ0149  DESIGNATION -  G 28
 LJ0149  PID         -  LJ0149
 LJ0149  STATE/COUNTY-  NE/LINCOLN
 LJ0149  COUNTRY     -  US
 LJ0149  USGS QUAD   -  WELLFLEET (2017)
 LJ0149
 LJ0149                         *CURRENT SURVEY CONTROL
 LJ0149  ______________________________________________________________________
 LJ0149* NAD 83(1986) POSITION- 40 49 06.     (N) 100 40 38.     (W)   SCALED
 LJ0149* NAVD 88 ORTHO HEIGHT -   896.464 (meters)     2941.15  (feet) ADJUSTED
 LJ0149  ______________________________________________________________________
 LJ0149  GEOID HEIGHT    -        -22.786 (meters)                     GEOID18
 LJ0149  DYNAMIC HEIGHT  -        895.907 (meters)     2939.32  (feet) COMP
 LJ0149  MODELED GRAVITY -    979,973.1   (mgal)                       NAVD 88
 LJ0149
 LJ0149  VERT ORDER      -  SECOND    CLASS 0
 LJ0149
 LJ0149.The horizontal coordinates were scaled from a map and have
 LJ0149.an estimated accuracy of +/- 6 seconds.
 LJ0149
 LJ0149.The orthometric height was determined by differential leveling and
 LJ0149.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0149.in June 1994.
 LJ0149
 LJ0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0149.GEOID18 height accuracy estimate available here.
 LJ0149
 LJ0149.Click photographs - Photos may exist for this station.
 LJ0149
 LJ0149.The dynamic height is computed by dividing the NAVD 88
 LJ0149.geopotential number by the normal gravity value computed on the
 LJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0149.degrees latitude (g = 980.6199 gals.).
 LJ0149
 LJ0149.The modeled gravity was interpolated from observed gravity values.
 LJ0149
 LJ0149;                    North         East    Units  Estimated Accuracy
 LJ0149;SPC NE       -   109,590.      442,880.      MT  (+/- 180 meters Scaled)
 LJ0149
 LJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585199(NAD 83)
 LJ0149
 LJ0149                          SUPERSEDED SURVEY CONTROL
 LJ0149
 LJ0149  NAVD 88 (06/15/91)  896.462  (m)         2941.14   (f) SUPERSEDED  2 0
 LJ0149  NGVD 29 (??/??/92)  896.099  (m)         2939.95   (f) ADJ UNCH    2 0
 LJ0149
 LJ0149.Superseded values are not recommended for survey control.
 LJ0149
 LJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0149.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0149
 LJ0149_MARKER: DB = BENCH MARK DISK
 LJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0149_STAMPING: G 28 1934
 LJ0149_MARK LOGO: CGS
 LJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0149+STABILITY: SURFACE MOTION
 LJ0149
 LJ0149  HISTORY     - Date     Condition        Report By
 LJ0149  HISTORY     - 1934     MONUMENTED       CGS
 LJ0149  HISTORY     - 1941     GOOD             CGS
 LJ0149  HISTORY     - 19950619 MARK NOT FOUND   NGS
 LJ0149
 LJ0149                          STATION DESCRIPTION
 LJ0149
 LJ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0149'14 MI N FROM MAYWOOD.
 LJ0149'IN LINCOLN COUNTY, 14.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0149'MAYWOOD, FRONTIER COUNTY, 37 FEET EAST OF THE CENTERLINE OF THE
 LJ0149'HIGHWAY, AND 3 FEET SOUTH OF A CROSS FENCE.  A STANDARD DISK,
 LJ0149'STAMPED G 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0149
 LJ0149                          STATION RECOVERY (1995)
 LJ0149
 LJ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0149'SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0816 ***********************************************************************
 MK0816  DESIGNATION -  G 280
 MK0816  PID         -  MK0816
 MK0816  STATE/COUNTY-  NE/SARPY
 MK0816  COUNTRY     -  US
 MK0816  USGS QUAD   -  RALSTON (2017)
 MK0816
 MK0816                         *CURRENT SURVEY CONTROL
 MK0816  ______________________________________________________________________
 MK0816* NAD 83(1986) POSITION- 41 10 32.     (N) 096 05 40.     (W)   SCALED
 MK0816* NAVD 88 ORTHO HEIGHT -   317.359 (meters)     1041.20  (feet) ADJUSTED
 MK0816  ______________________________________________________________________
 MK0816  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 MK0816  DYNAMIC HEIGHT  -        317.226 (meters)     1040.77  (feet) COMP
 MK0816  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 MK0816
 MK0816  VERT ORDER      -  SECOND    CLASS 0
 MK0816
 MK0816.The horizontal coordinates were scaled from a map and have
 MK0816.an estimated accuracy of +/- 6 seconds.
 MK0816
 MK0816.The orthometric height was determined by differential leveling and
 MK0816.adjusted by the NATIONAL GEODETIC SURVEY
 MK0816.in June 1991.
 MK0816
 MK0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0816.GEOID18 height accuracy estimate available here.
 MK0816
 MK0816.Click photographs - Photos may exist for this station.
 MK0816
 MK0816.The dynamic height is computed by dividing the NAVD 88
 MK0816.geopotential number by the normal gravity value computed on the
 MK0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0816.degrees latitude (g = 980.6199 gals.).
 MK0816
 MK0816.The modeled gravity was interpolated from observed gravity values.
 MK0816
 MK0816;                    North         East    Units  Estimated Accuracy
 MK0816;SPC NE       -   156,420.      827,500.      MT  (+/- 180 meters Scaled)
 MK0816
 MK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL437623(NAD 83)
 MK0816
 MK0816                          SUPERSEDED SURVEY CONTROL
 MK0816
 MK0816  NGVD 29 (??/??/92)  317.246  (m)         1040.83   (f) ADJ UNCH    2 0
 MK0816
 MK0816.Superseded values are not recommended for survey control.
 MK0816
 MK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0816.See file dsdata.pdf to determine how the superseded data were derived.
 MK0816
 MK0816_MARKER: DB = BENCH MARK DISK
 MK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0816_STAMPING: G 280 1950
 MK0816_MARK LOGO: CGS
 MK0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0816+STABILITY: SURFACE MOTION
 MK0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0816+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 MK0816
 MK0816  HISTORY     - Date     Condition        Report By
 MK0816  HISTORY     - 1950     MONUMENTED       CGS
 MK0816  HISTORY     - 19970320 GOOD             NGS
 MK0816
 MK0816                          STATION DESCRIPTION
 MK0816
 MK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0816'4.5 MI NW FROM PAPILLION.
 MK0816'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 MK0816'AT PAPILLION, THENCE 2.15 MILES NORTH ALONG A GRAVELED ROAD,
 MK0816'THENCE 0.25 MILE WEST ALONG A GRAVELED ROAD, AT THE PORTAL SCHOOL,
 MK0816'93 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 MK0816'47 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND
 MK0816'QUINCY RAILROAD, 31 FEET EAST OF THE CENTER OF A GATE, 11 FEET
 MK0816'SOUTHWEST OF POLE 473+30, 1 FOOT NORTHWEST OF A FENCE, 2 FEET
 MK0816'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0816'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK0816
 MK0816                          STATION RECOVERY (1997)
 MK0816
 MK0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK0816'RECOVERED IN GOOD CONDITION BUT THE AREA IS BEING DEVELOPED INTO AN
 MK0816'INDUSTRIAL SITE AND THE MARK WILL BE DESTROYED.  BENCH MARK G 280
 MK0816'RESET, IN 1997, WAS ESTABLISHED IN THE PAPILLION CREEK BRIDGE FOR
 MK0816'GILES ROAD, AND ABOUT 100 M (328.1 FT) WEST-NORTHWEST OF THE ORIGINAL
 MK0816'MARK.  FOR FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1441 ***********************************************************************
 AI1441  DESIGNATION -  G 280 A
 AI1441  PID         -  AI1441
 AI1441  STATE/COUNTY-  NE/SARPY
 AI1441  COUNTRY     -  US
 AI1441  USGS QUAD   -  RALSTON (2017)
 AI1441
 AI1441                         *CURRENT SURVEY CONTROL
 AI1441  ______________________________________________________________________
 AI1441* NAD 83(1986) POSITION- 41 10 35.42   (N) 096 05 49.13   (W)   HD_HELD1
 AI1441* NAVD 88 ORTHO HEIGHT -   319.64  (meters)     1048.7   (feet) RESET
 AI1441  ______________________________________________________________________
 AI1441  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 AI1441  VERT ORDER      -  THIRD
 AI1441
 AI1441.The horizontal coordinates were determined by differentially corrected
 AI1441.hand held GPS observations or other comparable positioning techniques
 AI1441.and have an estimated accuracy of +/- 3 meters.
 AI1441
 AI1441.The orthometric height was computed from unverified reset data.
 AI1441
 AI1441.No vertical observational check was made to the station.
 AI1441
 AI1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1441.GEOID18 height accuracy estimate available here.
 AI1441
 AI1441.Click photographs - Photos may exist for this station.
 AI1441
 AI1441;                    North         East    Units  Estimated Accuracy
 AI1441;SPC NE       -   156,515.3     827,286.1     MT  (+/- 3 meters HH1 GPS) 
 AI1441
 AI1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4350962414(NAD 83)
 AI1441
 AI1441                          SUPERSEDED SURVEY CONTROL
 AI1441
 AI1441.No superseded survey control is available for this station.
 AI1441
 AI1441_MARKER: DD = SURVEY DISK
 AI1441_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI1441_SP_SET: BRIDGE WINGWALL
 AI1441_STAMPING: G 280 A
 AI1441_MARK LOGO: NEDR
 AI1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1441+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1441
 AI1441  HISTORY     - Date     Condition        Report By
 AI1441  HISTORY     - 1997     MONUMENTED       NEDR
 AI1441
 AI1441                          STATION DESCRIPTION
 AI1441
 AI1441'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997
 AI1441'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE MILLARD
 AI1441'MUNICIPAL AIRPORT, 1.25 MI (2.01 KM) EAST OF THE INTERCHANGE OF
 AI1441'INTERSTATE HIGHWAY 80 AND 120TH STREET, 2.75 MI (4.43 KM) WEST OF THE
 AI1441'INTERSECTION OF 84TH STREET AND GILES ROAD AND IN THE NW1/4, SEC20,
 AI1441'T14N, R12E AND IN A BRIDGE OVER PAPILLION CREEK.  TO REACH THE MARK
 AI1441'FROM THE INTERSECTION OF 84TH STREET AND GILES ROAD, IN THE SOUTHWEST
 AI1441'PART OF OMAHA, GO WEST ON GILES ROAD FOR 2.75 MI (4.43 KM) TO THE MARK
 AI1441'ON THE LEFT, IN THE TOP OF THE WINGWALL FOR THE SOUTH END OF THE WEST
 AI1441'ABUTMENT OF THE BRIDGE, 21.6 FT (6.6 M) SOUTH OF THE CENTERLINE OF THE
 AI1441'EAST-BOUND LANES, 1.25 FT (0.38 M) SOUTH-SOUTHWEST OF A WITNESS POST
 AI1441'AND 1.3 FT (0.4 M) SOUTH-SOUTHEAST OF THE WEST END OF THE CONCRETE
 AI1441'GUARD RAIL.  BENCH MARK G 280 RESET IS IN THE SOUTH END OF THE EAST
 AI1441'ABUTMENT OF THIS BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9616 ***********************************************************************
 AG9616  DESIGNATION -  G 280 RESET
 AG9616  PID         -  AG9616
 AG9616  STATE/COUNTY-  NE/SARPY
 AG9616  COUNTRY     -  US
 AG9616  USGS QUAD   -  RALSTON (2017)
 AG9616
 AG9616                         *CURRENT SURVEY CONTROL
 AG9616  ______________________________________________________________________
 AG9616* NAD 83(1986) POSITION- 41 10 35.73   (N) 096 05 46.19   (W)   HD_HELD1
 AG9616* NAVD 88 ORTHO HEIGHT -   317.97  (meters)     1043.2   (feet) RESET
 AG9616  ______________________________________________________________________
 AG9616  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 AG9616  VERT ORDER      -  THIRD
 AG9616
 AG9616.The horizontal coordinates were determined by differentially corrected
 AG9616.hand held GPS observations or other comparable positioning techniques
 AG9616.and have an estimated accuracy of +/- 3 meters.
 AG9616
 AG9616.The orthometric height was computed from unverified reset data.
 AG9616
 AG9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9616.GEOID18 height accuracy estimate available here.
 AG9616
 AG9616.Click photographs - Photos may exist for this station.
 AG9616
 AG9616;                    North         East    Units  Estimated Accuracy
 AG9616;SPC NE       -   156,528.0     827,354.1     MT  (+/- 3 meters HH1 GPS) 
 AG9616
 AG9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4357862426(NAD 83)
 AG9616
 AG9616                          SUPERSEDED SURVEY CONTROL
 AG9616
 AG9616.No superseded survey control is available for this station.
 AG9616
 AG9616_MARKER: DV = VERTICAL CONTROL DISK
 AG9616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9616_SP_SET: BRIDGE ABUTMENT
 AG9616_STAMPING: G 280 RESET 1997
 AG9616_MARK LOGO: NGS
 AG9616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9616+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9616
 AG9616  HISTORY     - Date     Condition        Report By
 AG9616  HISTORY     - 1997     MONUMENTED       NGS
 AG9616
 AG9616                          STATION DESCRIPTION
 AG9616
 AG9616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9616'LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE MILLARD MUNICIPAL
 AG9616'AIRPORT, 1.25 MI (2.01 KM) EAST OF THE INTERCHANGE OF INTERSTATE
 AG9616'HIGHWAY 80 AND 126TH STREET, 2.75 MI (4.43 KM) WEST OF THE
 AG9616'INTERSECTION OF 84TH STREET AND GILES ROAD AND IN THE NW1/4, SEC20,
 AG9616'T14N, R12E AND IN A BRIDGE OVER PAPILLION CREEK.  TO REACH FROM THE
 AG9616'INTERSECTION OF 84TH STREET AND GILES ROAD, IN THE SOUTHWEST PART OF
 AG9616'OMAHA, GO WEST ON GILES ROAD FOR 2.75 MI (4.43 KM) TO THE MARK ON THE
 AG9616'LEFT, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF THE WEST ONE
 AG9616'OF 2 BRIDGES OF GILES ROAD OVER PAPILLION CREEK.  IT IS 46.6 FT (14.2
 AG9616'M) SOUTH OF THE CENTERLINE OF THE BRIDGE AND 1.31 FT (0.40 M) WEST OF
 AG9616'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0332 ***********************************************************************
 ML0332  DESIGNATION -  G 281
 ML0332  PID         -  ML0332
 ML0332  STATE/COUNTY-  NE/HOWARD
 ML0332  COUNTRY     -  US
 ML0332  USGS QUAD   -  BOELUS (2017)
 ML0332
 ML0332                         *CURRENT SURVEY CONTROL
 ML0332  ______________________________________________________________________
 ML0332* NAD 83(1986) POSITION- 41 05 30.     (N) 098 43 47.     (W)   SCALED
 ML0332* NAVD 88 ORTHO HEIGHT -   623.617 (meters)     2045.98  (feet) ADJUSTED
 ML0332  ______________________________________________________________________
 ML0332  GEOID HEIGHT    -        -24.330 (meters)                     GEOID18
 ML0332  DYNAMIC HEIGHT  -        623.300 (meters)     2044.94  (feet) COMP
 ML0332  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 ML0332
 ML0332  VERT ORDER      -  FIRST     CLASS II
 ML0332
 ML0332.The horizontal coordinates were scaled from a map and have
 ML0332.an estimated accuracy of +/- 6 seconds.
 ML0332
 ML0332.The orthometric height was determined by differential leveling and
 ML0332.adjusted by the NATIONAL GEODETIC SURVEY
 ML0332.in June 1991.
 ML0332
 ML0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0332.GEOID18 height accuracy estimate available here.
 ML0332
 ML0332.Click photographs - Photos may exist for this station.
 ML0332
 ML0332.The dynamic height is computed by dividing the NAVD 88
 ML0332.geopotential number by the normal gravity value computed on the
 ML0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0332.degrees latitude (g = 980.6199 gals.).
 ML0332
 ML0332.The modeled gravity was interpolated from observed gravity values.
 ML0332
 ML0332;                    North         East    Units  Estimated Accuracy
 ML0332;SPC NE       -   140,490.      606,690.      MT  (+/- 180 meters Scaled)
 ML0332
 ML0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226489(NAD 83)
 ML0332
 ML0332                          SUPERSEDED SURVEY CONTROL
 ML0332
 ML0332  NGVD 29 (??/??/92)  623.382  (m)         2045.21   (f) ADJ UNCH    1 2
 ML0332
 ML0332.Superseded values are not recommended for survey control.
 ML0332
 ML0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0332.See file dsdata.pdf to determine how the superseded data were derived.
 ML0332
 ML0332_MARKER: DB = BENCH MARK DISK
 ML0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0332_STAMPING: G 281 1949
 ML0332_MARK LOGO: CGS
 ML0332_PROJECTION: FLUSH
 ML0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0332+STABILITY: SURFACE MOTION
 ML0332
 ML0332  HISTORY     - Date     Condition        Report By
 ML0332  HISTORY     - 1949     MONUMENTED       CGS
 ML0332
 ML0332                          STATION DESCRIPTION
 ML0332
 ML0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0332'1.8 MI NW FROM BOELUS.
 ML0332'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0332'RAILROAD STATION AT BOELUS, THENCE 1.1 MILES NORTH ALONG A COUNTY
 ML0332'ROAD, 0.1 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION 18, T. 13
 ML0332'N., R. 12 W., 108 FEET EAST OF THE SOUTHEAST CORNER OF THE ALBERT
 ML0332'WHITEFOOT FARMHOUSE, 40 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ML0332'6 FEET WEST OF A CORNER FENCE POST, 1.5 FEET SOUTH OF A FENCE,
 ML0332'1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0332'AT A DEPTH OF 5 FEET AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0268 ***********************************************************************
 ML0268  DESIGNATION -  G 282
 ML0268  PID         -  ML0268
 ML0268  STATE/COUNTY-  NE/HOWARD
 ML0268  COUNTRY     -  US
 ML0268  USGS QUAD   -  SAINT PAUL (2017)
 ML0268
 ML0268                         *CURRENT SURVEY CONTROL
 ML0268  ______________________________________________________________________
 ML0268* NAD 83(1986) POSITION- 41 11 31.     (N) 098 28 48.     (W)   SCALED
 ML0268* NAVD 88 ORTHO HEIGHT -   557.324 (meters)     1828.49  (feet) ADJUSTED
 ML0268  ______________________________________________________________________
 ML0268  GEOID HEIGHT    -        -24.650 (meters)                     GEOID18
 ML0268  DYNAMIC HEIGHT  -        557.041 (meters)     1827.56  (feet) COMP
 ML0268  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0268
 ML0268  VERT ORDER      -  SECOND    CLASS 0
 ML0268
 ML0268.The horizontal coordinates were scaled from a map and have
 ML0268.an estimated accuracy of +/- 6 seconds.
 ML0268
 ML0268.The orthometric height was determined by differential leveling and
 ML0268.adjusted by the NATIONAL GEODETIC SURVEY
 ML0268.in June 1991.
 ML0268
 ML0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0268.GEOID18 height accuracy estimate available here.
 ML0268
 ML0268.Click photographs - Photos may exist for this station.
 ML0268
 ML0268.The dynamic height is computed by dividing the NAVD 88
 ML0268.geopotential number by the normal gravity value computed on the
 ML0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0268.degrees latitude (g = 980.6199 gals.).
 ML0268
 ML0268.The modeled gravity was interpolated from observed gravity values.
 ML0268
 ML0268;                    North         East    Units  Estimated Accuracy
 ML0268;SPC NE       -   151,960.      627,470.      MT  (+/- 180 meters Scaled)
 ML0268
 ML0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL436601(NAD 83)
 ML0268
 ML0268                          SUPERSEDED SURVEY CONTROL
 ML0268
 ML0268  NGVD 29 (??/??/92)  557.078  (m)         1827.68   (f) ADJ UNCH    2 0
 ML0268
 ML0268.Superseded values are not recommended for survey control.
 ML0268
 ML0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0268.See file dsdata.pdf to determine how the superseded data were derived.
 ML0268
 ML0268_MARKER: DB = BENCH MARK DISK
 ML0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0268_STAMPING: G 282 1949
 ML0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0268+STABILITY: SURFACE MOTION
 ML0268
 ML0268  HISTORY     - Date     Condition        Report By
 ML0268  HISTORY     - 1949     MONUMENTED       CGS
 ML0268
 ML0268                          STATION DESCRIPTION
 ML0268
 ML0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0268'2.8 MI SW FROM ST PAUL.
 ML0268'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0268'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, THENCE
 ML0268'1.0 MILE SOUTH ALONG A COUNTY ROAD, AT THE SOUTHWEST CORNER
 ML0268'OF SECTION 9, T. 14 N., R. 10 W., IN THE NORTHEAST QUARTER
 ML0268'OF A ROAD CROSSING, 48 FEET EAST OF THE CENTER LINE OF THE
 ML0268'NORTH-SOUTH ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 ML0268'EAST-WEST ROAD, 18 FEET EAST OF A CORNER FENCE POST, 2 FEET
 ML0268'NORTH OF A FENCE, 2.8 FEET NORTHEAST OF A REFERENCE POST, SET
 ML0268'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0268'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0430 ***********************************************************************
 ML0430  DESIGNATION -  G 283
 ML0430  PID         -  ML0430
 ML0430  STATE/COUNTY-  NE/HOWARD
 ML0430  COUNTRY     -  US
 ML0430  USGS QUAD   -  DANNEBROG (2017)
 ML0430
 ML0430                         *CURRENT SURVEY CONTROL
 ML0430  ______________________________________________________________________
 ML0430* NAD 83(1986) POSITION- 41 05 26.     (N) 098 36 49.     (W)   SCALED
 ML0430* NAVD 88 ORTHO HEIGHT -   605.580 (meters)     1986.81  (feet) ADJUSTED
 ML0430  ______________________________________________________________________
 ML0430  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 ML0430  DYNAMIC HEIGHT  -        605.274 (meters)     1985.80  (feet) COMP
 ML0430  MODELED GRAVITY -    980,098.7   (mgal)                       NAVD 88
 ML0430
 ML0430  VERT ORDER      -  SECOND    CLASS 0
 ML0430
 ML0430.The horizontal coordinates were scaled from a map and have
 ML0430.an estimated accuracy of +/- 6 seconds.
 ML0430
 ML0430.The orthometric height was determined by differential leveling and
 ML0430.adjusted by the NATIONAL GEODETIC SURVEY
 ML0430.in June 1991.
 ML0430
 ML0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0430.GEOID18 height accuracy estimate available here.
 ML0430
 ML0430.Click photographs - Photos may exist for this station.
 ML0430
 ML0430.The dynamic height is computed by dividing the NAVD 88
 ML0430.geopotential number by the normal gravity value computed on the
 ML0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0430.degrees latitude (g = 980.6199 gals.).
 ML0430
 ML0430.The modeled gravity was interpolated from observed gravity values.
 ML0430
 ML0430;                    North         East    Units  Estimated Accuracy
 ML0430;SPC NE       -   140,520.      616,440.      MT  (+/- 180 meters Scaled)
 ML0430
 ML0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324488(NAD 83)
 ML0430
 ML0430                          SUPERSEDED SURVEY CONTROL
 ML0430
 ML0430  NGVD 29 (??/??/92)  605.343  (m)         1986.03   (f) ADJ UNCH    2 0
 ML0430
 ML0430.Superseded values are not recommended for survey control.
 ML0430
 ML0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0430.See file dsdata.pdf to determine how the superseded data were derived.
 ML0430
 ML0430_MARKER: DB = BENCH MARK DISK
 ML0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0430_STAMPING: G 283 1949
 ML0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0430+STABILITY: SURFACE MOTION
 ML0430
 ML0430  HISTORY     - Date     Condition        Report By
 ML0430  HISTORY     - 1949     MONUMENTED       CGS
 ML0430
 ML0430                          STATION DESCRIPTION
 ML0430
 ML0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0430'3.5 MI S FROM NYSTED.
 ML0430'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0430'NYSTED, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY NO. 58 AND
 ML0430'STATE HIGHWAY NO. 60, AT THE NORTHWEST CORNER OF SECTION 20,
 ML0430'T. 13 N., R. 11 W., AT THE NORTHWEST CORNER OF A CULTIVATED
 ML0430'FIELD, 0.2 MILE NORTH OF A ROAD CROSSING, 33 FEET EAST OF THE
 ML0430'CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF A 3-WAY CORNER
 ML0430'FENCE POST, 1 FOOT EAST OF A FENCE LINE, 1.7 FEET WEST OF A
 ML0430'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0430'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0430'BENCH MARK IS LOCATED 1.0 MILE NORTH OF BENCH MARK B 282.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0175 ***********************************************************************
 LH0175  DESIGNATION -  G 284
 LH0175  PID         -  LH0175
 LH0175  STATE/COUNTY-  NE/HALL
 LH0175  COUNTRY     -  US
 LH0175  USGS QUAD   -  GRAND ISLAND (2017)
 LH0175
 LH0175                         *CURRENT SURVEY CONTROL
 LH0175  ______________________________________________________________________
 LH0175* NAD 83(1986) POSITION- 40 56 45.     (N) 098 21 30.     (W)   SCALED
 LH0175* NAVD 88 ORTHO HEIGHT -   567.221 (meters)     1860.96  (feet) ADJUSTED
 LH0175  ______________________________________________________________________
 LH0175  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 LH0175  DYNAMIC HEIGHT  -        566.923 (meters)     1859.98  (feet) COMP
 LH0175  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LH0175
 LH0175  VERT ORDER      -  SECOND    CLASS 0
 LH0175
 LH0175.The horizontal coordinates were scaled from a map and have
 LH0175.an estimated accuracy of +/- 6 seconds.
 LH0175
 LH0175.The orthometric height was determined by differential leveling and
 LH0175.adjusted by the NATIONAL GEODETIC SURVEY
 LH0175.in June 1991.
 LH0175
 LH0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0175.GEOID18 height accuracy estimate available here.
 LH0175
 LH0175.Click photographs - Photos may exist for this station.
 LH0175
 LH0175.The dynamic height is computed by dividing the NAVD 88
 LH0175.geopotential number by the normal gravity value computed on the
 LH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0175.degrees latitude (g = 980.6199 gals.).
 LH0175
 LH0175.The modeled gravity was interpolated from observed gravity values.
 LH0175
 LH0175;                    North         East    Units  Estimated Accuracy
 LH0175;SPC NE       -   124,830.      638,190.      MT  (+/- 180 meters Scaled)
 LH0175
 LH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL540329(NAD 83)
 LH0175
 LH0175                          SUPERSEDED SURVEY CONTROL
 LH0175
 LH0175  NGVD 29 (??/??/92)  566.979  (m)         1860.16   (f) ADJ UNCH    2 0
 LH0175
 LH0175.Superseded values are not recommended for survey control.
 LH0175
 LH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0175.See file dsdata.pdf to determine how the superseded data were derived.
 LH0175
 LH0175_MARKER: DB = BENCH MARK DISK
 LH0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0175_STAMPING: G 284 1949
 LH0175_MARK LOGO: CGS
 LH0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0175+STABILITY: SURFACE MOTION
 LH0175
 LH0175  HISTORY     - Date     Condition        Report By
 LH0175  HISTORY     - 1949     MONUMENTED       CGS
 LH0175
 LH0175                          STATION DESCRIPTION
 LH0175
 LH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0175'AT GRAND ISLAND.
 LH0175'AT GRAND ISLAND, AT THE SOUTHWEST CORNER OF LINCOLN PARK WHICH
 LH0175'IS LOCATED ON THE NORTH EDGE OF THE CITY, AT THE JUNCTION OF
 LH0175'STATE HIGHWAY NO. 2 AND U.S. HIGHWAY NO. 281, AT THE SOUTHWEST
 LH0175'CORNER OF SECTION 4, T. 11 N., R. 9 W., 75 FEET EAST OF THE
 LH0175'CENTER LINE OF THE HIGHWAYS, 36 FEET NORTH OF THE CENTER LINE OF
 LH0175'THE EAST-WEST ROAD, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LH0175'ROAD AT THE SOUTHWEST ENTRANCE TO THE PARK, IN LINE WITH THE MOST
 LH0175'SOUTHERLY ROW OF TREES, SET IN THE TOP OF A CONCRETE POST AT A
 LH0175'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0051 ***********************************************************************
 LH0051  DESIGNATION -  G 285
 LH0051  PID         -  LH0051
 LH0051  STATE/COUNTY-  NE/HALL
 LH0051  COUNTRY     -  US
 LH0051  USGS QUAD   -  GRAND ISLAND (2017)
 LH0051
 LH0051                         *CURRENT SURVEY CONTROL
 LH0051  ______________________________________________________________________
 LH0051* NAD 83(1986) POSITION- 40 53 13.41   (N) 098 21 14.92   (W)   HD_HELD1
 LH0051* NAVD 88 ORTHO HEIGHT -   565.838 (meters)     1856.42  (feet) ADJUSTED
 LH0051  ______________________________________________________________________
 LH0051  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 LH0051  DYNAMIC HEIGHT  -        565.539 (meters)     1855.44  (feet) COMP
 LH0051  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LH0051
 LH0051  VERT ORDER      -  FIRST     CLASS II
 LH0051
 LH0051.The horizontal coordinates were determined by differentially corrected
 LH0051.hand held GPS observations or other comparable positioning techniques
 LH0051.and have an estimated accuracy of +/- 3 meters.
 LH0051
 LH0051.The orthometric height was determined by differential leveling and
 LH0051.adjusted by the NATIONAL GEODETIC SURVEY
 LH0051.in June 1991.
 LH0051
 LH0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0051.GEOID18 height accuracy estimate available here.
 LH0051
 LH0051.Click photographs - Photos may exist for this station.
 LH0051
 LH0051.The dynamic height is computed by dividing the NAVD 88
 LH0051.geopotential number by the normal gravity value computed on the
 LH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0051.degrees latitude (g = 980.6199 gals.).
 LH0051
 LH0051.The modeled gravity was interpolated from observed gravity values.
 LH0051
 LH0051;                    North         East    Units  Estimated Accuracy
 LH0051;SPC NE       -   118,312.0     638,662.8     MT  (+/- 3 meters HH1 GPS) 
 LH0051
 LH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5441026420(NAD 83)
 LH0051
 LH0051                          SUPERSEDED SURVEY CONTROL
 LH0051
 LH0051  NGVD 29 (??/??/92)  565.594  (m)         1855.62   (f) ADJ UNCH    1 2
 LH0051
 LH0051.Superseded values are not recommended for survey control.
 LH0051
 LH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0051.See file dsdata.pdf to determine how the superseded data were derived.
 LH0051
 LH0051_MARKER: DB = BENCH MARK DISK
 LH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0051_STAMPING: G 285 1949
 LH0051_MARK LOGO: CGS
 LH0051_PROJECTION: RECESSED 18 CENTIMETERS
 LH0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0051+STABILITY: SURFACE MOTION
 LH0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0051+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2019
 LH0051
 LH0051  HISTORY     - Date     Condition        Report By
 LH0051  HISTORY     - 1949     MONUMENTED       CGS
 LH0051  HISTORY     - 20190809 GOOD             NE-109
 LH0051
 LH0051                          STATION DESCRIPTION
 LH0051
 LH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0051'4.2 MI S FROM GRAND ISLAND.
 LH0051'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0051'AT GRAND ISLAND, THENCE 0.75 MILE EAST ALONG A COUNTY ROAD,
 LH0051'AT A T-JUNCTION OF ROADS, 0.75 MILE WEST OF THE JUNCTION OF
 LH0051'U.S. HIGHWAYS NO. 34 AND 281 WITH STATE HIGHWAY NO. 2, 120
 LH0051'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET
 LH0051'EAST OF THE CENTER LINE OF THE SIDE ROAD LEADING SOUTH, 0.6
 LH0051'FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET
 LH0051'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND ABOUT
 LH0051'LEVEL WITH THE GROUND.
 LH0051
 LH0051                          STATION RECOVERY (2019)
 LH0051
 LH0051'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0051'1.26 MI (2.03 KM) EAST OF THE INTERSECTION OF US HIGHWAY 281 AND US
 LH0051'HIGHWAY 34, 0.25 MI (0.40 KM) EAST OF THE INTERSECTION OF BLAINE
 LH0051'STREET AND US HIGHWAY 34, 116.0 FT (35.4 M) SOUTH OF THE CENTERLINE OF
 LH0051'US HIGHWAY 34, 1.5 FT (0.5 M) NORTH OF A ORANGE WITNESS POST, BENCH
 LH0051'DISK SET IN CONCRETE 0.6 FT (18 CM) BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0399 ***********************************************************************
 LH0399  DESIGNATION -  G 286
 LH0399  PID         -  LH0399
 LH0399  STATE/COUNTY-  NE/BUFFALO
 LH0399  COUNTRY     -  US
 LH0399  USGS QUAD   -  SHELTON (2017)
 LH0399
 LH0399                         *CURRENT SURVEY CONTROL
 LH0399  ______________________________________________________________________
 LH0399* NAD 83(1986) POSITION- 40 46 41.     (N) 098 44 25.     (W)   SCALED
 LH0399* NAVD 88 ORTHO HEIGHT -   615.263 (meters)     2018.58  (feet) ADJUSTED
 LH0399  ______________________________________________________________________
 LH0399  GEOID HEIGHT    -        -24.708 (meters)                     GEOID18
 LH0399  DYNAMIC HEIGHT  -        614.924 (meters)     2017.46  (feet) COMP
 LH0399  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 LH0399
 LH0399  VERT ORDER      -  SECOND    CLASS 0
 LH0399
 LH0399.The horizontal coordinates were scaled from a map and have
 LH0399.an estimated accuracy of +/- 6 seconds.
 LH0399
 LH0399.The orthometric height was determined by differential leveling and
 LH0399.adjusted by the NATIONAL GEODETIC SURVEY
 LH0399.in June 1991.
 LH0399
 LH0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0399.GEOID18 height accuracy estimate available here.
 LH0399
 LH0399.Click photographs - Photos may exist for this station.
 LH0399
 LH0399.The dynamic height is computed by dividing the NAVD 88
 LH0399.geopotential number by the normal gravity value computed on the
 LH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0399.degrees latitude (g = 980.6199 gals.).
 LH0399
 LH0399.The modeled gravity was interpolated from observed gravity values.
 LH0399
 LH0399;                    North         East    Units  Estimated Accuracy
 LH0399;SPC NE       -   105,670.      606,310.      MT  (+/- 180 meters Scaled)
 LH0399
 LH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219141(NAD 83)
 LH0399
 LH0399                          SUPERSEDED SURVEY CONTROL
 LH0399
 LH0399  NGVD 29 (??/??/92)  615.006  (m)         2017.73   (f) ADJ UNCH    2 0
 LH0399
 LH0399.Superseded values are not recommended for survey control.
 LH0399
 LH0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0399.See file dsdata.pdf to determine how the superseded data were derived.
 LH0399
 LH0399_MARKER: DB = BENCH MARK DISK
 LH0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0399_STAMPING: G 286 1949
 LH0399_MARK LOGO: CGS
 LH0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0399+STABILITY: SURFACE MOTION
 LH0399
 LH0399  HISTORY     - Date     Condition        Report By
 LH0399  HISTORY     - 1949     MONUMENTED       CGS
 LH0399  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0399
 LH0399                          STATION DESCRIPTION
 LH0399
 LH0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0399'AT SHELTON.
 LH0399'0.3 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0399'STATION AT SHELTON, 133.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LH0399'OF THE SOUTHEAST SET OF TRACKS, 95.0 FEET SOUTHWEST OF THE
 LH0399'SOUTH CORNER OF THE MOST NORTHEASTERLY HOUSE OF THREE HOUSES
 LH0399'BELONGING TO THE UNION PACIFIC RAILROAD COMPANY, 97.0 FEET
 LH0399'SOUTHEAST OF THE SOUTH CORNER OF THE SECTION HOUSE, AND SET
 LH0399'BETWEEN 2 WHITE POSTS USED FOR FIRE EXTINGUISHERS, AND SET
 LH0399'IN THE TOP OF A 10-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LH0399'THE GROUND AND WELDED ON THE END OF AN 8-FOOT SECTION OF
 LH0399'REINFORCING STEEL.
 LH0399
 LH0399                          STATION RECOVERY (1991)
 LH0399
 LH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0399'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0446 ***********************************************************************
 LH0446  DESIGNATION -  G 287
 LH0446  PID         -  LH0446
 LH0446  STATE/COUNTY-  NE/BUFFALO
 LH0446  COUNTRY     -  US
 LH0446  USGS QUAD   -  DENMAN (2017)
 LH0446
 LH0446                         *CURRENT SURVEY CONTROL
 LH0446  ______________________________________________________________________
 LH0446* NAD 83(1986) POSITION- 40 41 56.     (N) 098 43 27.     (W)   SCALED
 LH0446* NAVD 88 ORTHO HEIGHT -   615.143 (meters)     2018.18  (feet) ADJUSTED
 LH0446  ______________________________________________________________________
 LH0446  GEOID HEIGHT    -        -24.828 (meters)                     GEOID18
 LH0446  DYNAMIC HEIGHT  -        614.801 (meters)     2017.06  (feet) COMP
 LH0446  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 LH0446
 LH0446  VERT ORDER      -  SECOND    CLASS 0
 LH0446
 LH0446.The horizontal coordinates were scaled from a map and have
 LH0446.an estimated accuracy of +/- 6 seconds.
 LH0446
 LH0446.The orthometric height was determined by differential leveling and
 LH0446.adjusted by the NATIONAL GEODETIC SURVEY
 LH0446.in June 1991.
 LH0446
 LH0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0446.GEOID18 height accuracy estimate available here.
 LH0446
 LH0446.Click photographs - Photos may exist for this station.
 LH0446
 LH0446.The dynamic height is computed by dividing the NAVD 88
 LH0446.geopotential number by the normal gravity value computed on the
 LH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0446.degrees latitude (g = 980.6199 gals.).
 LH0446
 LH0446.The modeled gravity was interpolated from observed gravity values.
 LH0446
 LH0446;                    North         East    Units  Estimated Accuracy
 LH0446;SPC NE       -    96,900.      607,800.      MT  (+/- 180 meters Scaled)
 LH0446
 LH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233053(NAD 83)
 LH0446
 LH0446                          SUPERSEDED SURVEY CONTROL
 LH0446
 LH0446  NGVD 29 (??/??/92)  614.890  (m)         2017.35   (f) ADJ UNCH    2 0
 LH0446
 LH0446.Superseded values are not recommended for survey control.
 LH0446
 LH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0446.See file dsdata.pdf to determine how the superseded data were derived.
 LH0446
 LH0446_MARKER: DB = BENCH MARK DISK
 LH0446_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0446_SP_SET: BUILDING WALL
 LH0446_STAMPING: G 287 1949
 LH0446_MARK LOGO: CGS
 LH0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0446+STABILITY: SURFACE MOTION
 LH0446
 LH0446  HISTORY     - Date     Condition        Report By
 LH0446  HISTORY     - 1949     MONUMENTED       CGS
 LH0446
 LH0446                          STATION DESCRIPTION
 LH0446
 LH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0446'AT DENMAN.
 LH0446'AT DENMAN, 1.8 FEET EAST OF THE SOUTHWEST CORNER OF AND SET
 LH0446'VERTICALLY 3.0 FEET ABOVE THE GROUND IN THE SOUTH BRICK WALL OF
 LH0446'THE ELEMENTARY SCHOOLHOUSE, AND 2.2 FEET WEST OF THE WEST CASING
 LH0446'OF THE WEST WINDOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0498 ***********************************************************************
 LH0498  DESIGNATION -  G 288
 LH0498  PID         -  LH0498
 LH0498  STATE/COUNTY-  NE/ADAMS
 LH0498  COUNTRY     -  US
 LH0498  USGS QUAD   -  KENESAW (2017)
 LH0498
 LH0498                         *CURRENT SURVEY CONTROL
 LH0498  ______________________________________________________________________
 LH0498* NAD 83(1986) POSITION- 40 31 26.     (N) 098 43 23.     (W)   SCALED
 LH0498* NAVD 88 ORTHO HEIGHT -   622.385 (meters)     2041.94  (feet) ADJUSTED
 LH0498  ______________________________________________________________________
 LH0498  GEOID HEIGHT    -        -25.127 (meters)                     GEOID18
 LH0498  DYNAMIC HEIGHT  -        622.025 (meters)     2040.76  (feet) COMP
 LH0498  MODELED GRAVITY -    980,026.8   (mgal)                       NAVD 88
 LH0498
 LH0498  VERT ORDER      -  SECOND    CLASS 0
 LH0498
 LH0498.The horizontal coordinates were scaled from a map and have
 LH0498.an estimated accuracy of +/- 6 seconds.
 LH0498
 LH0498.The orthometric height was determined by differential leveling and
 LH0498.adjusted by the NATIONAL GEODETIC SURVEY
 LH0498.in June 1991.
 LH0498
 LH0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0498.GEOID18 height accuracy estimate available here.
 LH0498
 LH0498.Click photographs - Photos may exist for this station.
 LH0498
 LH0498.The dynamic height is computed by dividing the NAVD 88
 LH0498.geopotential number by the normal gravity value computed on the
 LH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0498.degrees latitude (g = 980.6199 gals.).
 LH0498
 LH0498.The modeled gravity was interpolated from observed gravity values.
 LH0498
 LH0498;                    North         East    Units  Estimated Accuracy
 LH0498;SPC NE       -    77,470.      608,180.      MT  (+/- 180 meters Scaled)
 LH0498
 LH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234859(NAD 83)
 LH0498
 LH0498                          SUPERSEDED SURVEY CONTROL
 LH0498
 LH0498  NGVD 29 (??/??/92)  622.136  (m)         2041.12   (f) ADJ UNCH    2 0
 LH0498
 LH0498.Superseded values are not recommended for survey control.
 LH0498
 LH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0498.See file dsdata.pdf to determine how the superseded data were derived.
 LH0498
 LH0498_MARKER: DB = BENCH MARK DISK
 LH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0498_STAMPING: G 288 1949
 LH0498_MARK LOGO: CGS
 LH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0498+STABILITY: SURFACE MOTION
 LH0498
 LH0498  HISTORY     - Date     Condition        Report By
 LH0498  HISTORY     - 1949     MONUMENTED       CGS
 LH0498
 LH0498                          STATION DESCRIPTION
 LH0498
 LH0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0498'8.9 MI N FROM NORMAN.
 LH0498'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0498'SCHOOL AT NORMAN, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY 74,
 LH0498'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 LH0498'WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 LH0498'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, SET
 LH0498'BETWEEN TWO BRACE WIRES BRACING TWO POWER TRANSMISSION LINE
 LH0498'POLES, 231 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0498'148 FEET WEST AND 32 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LH0498'WOODEN BRIDGE, 40 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LH0498'ROAD, 34.0 FEET WEST OF A FENCE CORNER POST, 30.0 FEET NORTHWEST
 LH0498'OF AN 8-INCH COTTONWOOD TREE, 1.6 FEET NORTH OF A REFERENCE
 LH0498'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0498'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0477 ***********************************************************************
 LH0477  DESIGNATION -  G 289
 LH0477  PID         -  LH0477
 LH0477  STATE/COUNTY-  NE/BUFFALO
 LH0477  COUNTRY     -  US
 LH0477  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0477
 LH0477                         *CURRENT SURVEY CONTROL
 LH0477  ______________________________________________________________________
 LH0477* NAD 83(1986) POSITION- 40 42 48.     (N) 098 50 42.     (W)   SCALED
 LH0477* NAVD 88 ORTHO HEIGHT -   626.059 (meters)     2054.00  (feet) ADJUSTED
 LH0477  ______________________________________________________________________
 LH0477  GEOID HEIGHT    -        -24.660 (meters)                     GEOID18
 LH0477  DYNAMIC HEIGHT  -        625.708 (meters)     2052.84  (feet) COMP
 LH0477  MODELED GRAVITY -    980,044.3   (mgal)                       NAVD 88
 LH0477
 LH0477  VERT ORDER      -  SECOND    CLASS 0
 LH0477
 LH0477.The horizontal coordinates were scaled from a map and have
 LH0477.an estimated accuracy of +/- 6 seconds.
 LH0477
 LH0477.The orthometric height was determined by differential leveling and
 LH0477.adjusted by the NATIONAL GEODETIC SURVEY
 LH0477.in June 1991.
 LH0477
 LH0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0477.GEOID18 height accuracy estimate available here.
 LH0477
 LH0477.Click photographs - Photos may exist for this station.
 LH0477
 LH0477.The dynamic height is computed by dividing the NAVD 88
 LH0477.geopotential number by the normal gravity value computed on the
 LH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0477.degrees latitude (g = 980.6199 gals.).
 LH0477
 LH0477.The modeled gravity was interpolated from observed gravity values.
 LH0477
 LH0477;                    North         East    Units  Estimated Accuracy
 LH0477;SPC NE       -    98,360.      597,570.      MT  (+/- 180 meters Scaled)
 LH0477
 LH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130069(NAD 83)
 LH0477
 LH0477                          SUPERSEDED SURVEY CONTROL
 LH0477
 LH0477  NGVD 29 (??/??/92)  625.801  (m)         2053.15   (f) ADJ UNCH    2 0
 LH0477
 LH0477.Superseded values are not recommended for survey control.
 LH0477
 LH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0477.See file dsdata.pdf to determine how the superseded data were derived.
 LH0477
 LH0477_MARKER: DB = BENCH MARK DISK
 LH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0477_STAMPING: G 289 1949
 LH0477_MARK LOGO: CGS
 LH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0477+STABILITY: SURFACE MOTION
 LH0477
 LH0477  HISTORY     - Date     Condition        Report By
 LH0477  HISTORY     - 1949     MONUMENTED       CGS
 LH0477
 LH0477                          STATION DESCRIPTION
 LH0477
 LH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0477'2.2 MI S FROM GIBBON.
 LH0477'2.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0477'GIBBON, 68 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0477'36 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 32.0 FEET
 LH0477'EAST OF A FENCE CORNER POST, 2.0 FEET NORTH OF A FENCE, 1.6
 LH0477'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0477'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0478 ***********************************************************************
 LH0478  DESIGNATION -  G 289 RESET
 LH0478  PID         -  LH0478
 LH0478  STATE/COUNTY-  NE/BUFFALO
 LH0478  COUNTRY     -  US
 LH0478  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0478
 LH0478                         *CURRENT SURVEY CONTROL
 LH0478  ______________________________________________________________________
 LH0478* NAD 83(1986) POSITION- 40 42 49.     (N) 098 50 43.     (W)   SCALED
 LH0478* NAVD 88 ORTHO HEIGHT -   625.99  (meters)     2053.8   (feet) RESET
 LH0478  ______________________________________________________________________
 LH0478  GEOID HEIGHT    -        -24.659 (meters)                     GEOID18
 LH0478  VERT ORDER      -  THIRD
 LH0478
 LH0478.The horizontal coordinates were scaled from a map and have
 LH0478.an estimated accuracy of +/- 6 seconds.
 LH0478
 LH0478.The orthometric height was computed from unverified reset data.
 LH0478
 LH0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0478.GEOID18 height accuracy estimate available here.
 LH0478
 LH0478.Click photographs - Photos may exist for this station.
 LH0478
 LH0478;                    North         East    Units  Estimated Accuracy
 LH0478;SPC NE       -    98,390.      597,550.      MT  (+/- 180 meters Scaled)
 LH0478
 LH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130069(NAD 83)
 LH0478
 LH0478                          SUPERSEDED SURVEY CONTROL
 LH0478
 LH0478  NGVD 29 (??/??/??)  625.73   (m)         2052.9    (f) RESET       3  
 LH0478
 LH0478.Superseded values are not recommended for survey control.
 LH0478
 LH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0478.See file dsdata.pdf to determine how the superseded data were derived.
 LH0478
 LH0478_MARKER: DB = BENCH MARK DISK
 LH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0478_STAMPING: G 289 RESET 1966
 LH0478_MARK LOGO: CGS
 LH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0478+STABILITY: SURFACE MOTION
 LH0478
 LH0478  HISTORY     - Date     Condition        Report By
 LH0478  HISTORY     - 1966     MONUMENTED       CGS
 LH0478
 LH0478                          STATION DESCRIPTION
 LH0478
 LH0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LH0478'2.2 MI S FROM GIBBON.
 LH0478'2.25 MILES SOUTH ALONG A SURFACED ROAD FROM THE HIGH SCHOOL AT
 LH0478'GIBBON, IN THE NORTHEAST ANGLE OF CROSSROADS, 51 FEET EAST OF THE
 LH0478'CENTERLINE OF THE SURFACED ROAD, 41 FEET NORTH OF THE CENTERLINE
 LH0478'OF THE EAST-WEST ROAD, 4 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 LH0478'SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  A
 LH0478'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LH0478'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0813 ***********************************************************************
 MK0813  DESIGNATION -  G 290
 MK0813  PID         -  MK0813
 MK0813  STATE/COUNTY-  NE/SARPY
 MK0813  COUNTRY     -  US
 MK0813  USGS QUAD   -  SPRINGFIELD (2017)
 MK0813
 MK0813                         *CURRENT SURVEY CONTROL
 MK0813  ______________________________________________________________________
 MK0813* NAD 83(1986) POSITION- 41 02 45.     (N) 096 10 40.     (W)   SCALED
 MK0813* NAVD 88 ORTHO HEIGHT -   351.315 (meters)     1152.61  (feet) ADJUSTED
 MK0813  ______________________________________________________________________
 MK0813  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 MK0813  DYNAMIC HEIGHT  -        351.174 (meters)     1152.14  (feet) COMP
 MK0813  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 MK0813
 MK0813  VERT ORDER      -  SECOND    CLASS 0
 MK0813
 MK0813.The horizontal coordinates were scaled from a map and have
 MK0813.an estimated accuracy of +/- 6 seconds.
 MK0813
 MK0813.The orthometric height was determined by differential leveling and
 MK0813.adjusted by the NATIONAL GEODETIC SURVEY
 MK0813.in June 1991.
 MK0813
 MK0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0813.GEOID18 height accuracy estimate available here.
 MK0813
 MK0813.Click photographs - Photos may exist for this station.
 MK0813
 MK0813.The dynamic height is computed by dividing the NAVD 88
 MK0813.geopotential number by the normal gravity value computed on the
 MK0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0813.degrees latitude (g = 980.6199 gals.).
 MK0813
 MK0813.The modeled gravity was interpolated from observed gravity values.
 MK0813
 MK0813;                    North         East    Units  Estimated Accuracy
 MK0813;SPC NE       -   141,720.      821,160.      MT  (+/- 180 meters Scaled)
 MK0813
 MK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL372476(NAD 83)
 MK0813
 MK0813                          SUPERSEDED SURVEY CONTROL
 MK0813
 MK0813  NGVD 29 (??/??/92)  351.218  (m)         1152.29   (f) ADJ UNCH    2 0
 MK0813
 MK0813.Superseded values are not recommended for survey control.
 MK0813
 MK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0813.See file dsdata.pdf to determine how the superseded data were derived.
 MK0813
 MK0813_MARKER: DB = BENCH MARK DISK
 MK0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0813_STAMPING: G 290 1950
 MK0813_MARK LOGO: CGS
 MK0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0813+STABILITY: SURFACE MOTION
 MK0813
 MK0813  HISTORY     - Date     Condition        Report By
 MK0813  HISTORY     - 1950     MONUMENTED       CGS
 MK0813
 MK0813                          STATION DESCRIPTION
 MK0813
 MK0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0813'5.5 MI N FROM LOUISVILLE.
 MK0813'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0813'AT LOUISVILLE, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, AT
 MK0813'A ROAD INTERSECTION, 250 FEET NORTH OF THE ROAD INTERSECTION, 94
 MK0813'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRANK KNAPP FARMHOUSE,
 MK0813'47.6 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 9 FEET WEST OF
 MK0813'THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET NORTH OF
 MK0813'A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0813'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0451 ***********************************************************************
 ML0451  DESIGNATION -  G 291
 ML0451  PID         -  ML0451
 ML0451  STATE/COUNTY-  NE/BUFFALO
 ML0451  COUNTRY     -  US
 ML0451  USGS QUAD   -  ROCKVILLE (2017)
 ML0451
 ML0451                         *CURRENT SURVEY CONTROL
 ML0451  ______________________________________________________________________
 ML0451* NAD 83(1986) POSITION- 41 00 11.     (N) 098 50 45.     (W)   SCALED
 ML0451* NAVD 88 ORTHO HEIGHT -   626.933 (meters)     2056.86  (feet) ADJUSTED
 ML0451  ______________________________________________________________________
 ML0451  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 ML0451  DYNAMIC HEIGHT  -        626.596 (meters)     2055.76  (feet) COMP
 ML0451  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 ML0451
 ML0451  VERT ORDER      -  SECOND    CLASS 0
 ML0451
 ML0451.The horizontal coordinates were scaled from a map and have
 ML0451.an estimated accuracy of +/- 6 seconds.
 ML0451
 ML0451.The orthometric height was determined by differential leveling and
 ML0451.adjusted by the NATIONAL GEODETIC SURVEY
 ML0451.in June 1991.
 ML0451
 ML0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0451.GEOID18 height accuracy estimate available here.
 ML0451
 ML0451.Click photographs - Photos may exist for this station.
 ML0451
 ML0451.The dynamic height is computed by dividing the NAVD 88
 ML0451.geopotential number by the normal gravity value computed on the
 ML0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0451.degrees latitude (g = 980.6199 gals.).
 ML0451
 ML0451.The modeled gravity was interpolated from observed gravity values.
 ML0451
 ML0451;                    North         East    Units  Estimated Accuracy
 ML0451;SPC NE       -   130,520.      597,070.      MT  (+/- 180 meters Scaled)
 ML0451
 ML0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL129391(NAD 83)
 ML0451
 ML0451                          SUPERSEDED SURVEY CONTROL
 ML0451
 ML0451  NGVD 29 (??/??/92)  626.684  (m)         2056.05   (f) ADJ UNCH    2 0
 ML0451
 ML0451.Superseded values are not recommended for survey control.
 ML0451
 ML0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0451.See file dsdata.pdf to determine how the superseded data were derived.
 ML0451
 ML0451_MARKER: DB = BENCH MARK DISK
 ML0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0451_STAMPING: G 291 1949
 ML0451_MARK LOGO: CGS
 ML0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0451+STABILITY: SURFACE MOTION
 ML0451
 ML0451  HISTORY     - Date     Condition        Report By
 ML0451  HISTORY     - 1949     MONUMENTED       CGS
 ML0451  HISTORY     - 19920915 GOOD             NEDR
 ML0451
 ML0451                          STATION DESCRIPTION
 ML0451
 ML0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0451'4.3 MI SE FROM RAVENNA.
 ML0451'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0451'AT RAVENNA, THENCE 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 ML0451'2, 0.5 MILE WEST OF THE NORTHEAST CORNER OF SECTION 24, T. 12 N.,
 ML0451'R. 14 W., 85 FEET WEST OF TELEPHONE POLE NO. 1161, 66 FEET EAST
 ML0451'OF TELEPHONE POLE NO. 1162, 43 FEET SOUTH OF THE CENTER LINE OF
 ML0451'THE HIGHWAY, 6 FEET SOUTHWEST OF A 3-WAY CORNER FENCE POST, 1.4
 ML0451'FEET SOUTH OF A FENCE, 2.8 FEET SOUTHEAST OF A REFERENCE POST,
 ML0451'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0451'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 ML0451'LOCATED 1.0 MILE WEST OF BENCH MARK F 291.
 ML0451
 ML0451                          STATION RECOVERY (1992)
 ML0451
 ML0451'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0451'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0451'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1210 ***********************************************************************
 ML1210  DESIGNATION -  G 291 RESET
 ML1210  PID         -  ML1210
 ML1210  STATE/COUNTY-  NE/BUFFALO
 ML1210  COUNTRY     -  US
 ML1210  USGS QUAD   -  ROCKVILLE (2017)
 ML1210
 ML1210                         *CURRENT SURVEY CONTROL
 ML1210  ______________________________________________________________________
 ML1210* NAD 83(1986) POSITION- 41 00 11.01   (N) 098 50 45.60   (W)   HD_HELD1
 ML1210* NAVD 88 ORTHO HEIGHT -   627.80  (meters)     2059.7   (feet) RESET
 ML1210  ______________________________________________________________________
 ML1210  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 ML1210  VERT ORDER      -  THIRD
 ML1210
 ML1210.The horizontal coordinates were determined by differentially corrected
 ML1210.hand held GPS observations or other comparable positioning techniques
 ML1210.and have an estimated accuracy of +/- 3 meters.
 ML1210
 ML1210.The orthometric height was computed from unverified reset data.
 ML1210
 ML1210.No vertical observational check was made to the station.
 ML1210
 ML1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1210.GEOID18 height accuracy estimate available here.
 ML1210
 ML1210.Click photographs - Photos may exist for this station.
 ML1210
 ML1210;                    North         East    Units  Estimated Accuracy
 ML1210;SPC NE       -   130,518.2     597,055.2     MT  (+/- 3 meters HH1 GPS) 
 ML1210
 ML1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1295139107(NAD 83)
 ML1210
 ML1210                          SUPERSEDED SURVEY CONTROL
 ML1210
 ML1210  NGVD 29 (01/31/13)  627.55   (m)         2058.9    (f) RESET       3  
 ML1210
 ML1210.Superseded values are not recommended for survey control.
 ML1210
 ML1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1210.See file dsdata.pdf to determine how the superseded data were derived.
 ML1210
 ML1210_MARKER: DV = VERTICAL CONTROL DISK
 ML1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1210_STAMPING: G 291 RESET 1992
 ML1210_MARK LOGO: NGS
 ML1210_PROJECTION: RECESSED 18 CENTIMETERS
 ML1210_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1210+STABILITY: SURFACE MOTION
 ML1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1210+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2021
 ML1210
 ML1210  HISTORY     - Date     Condition        Report By
 ML1210  HISTORY     - 1992     MONUMENTED       NEDR
 ML1210  HISTORY     - 20210701 GOOD             NEGS
 ML1210
 ML1210                          STATION DESCRIPTION
 ML1210
 ML1210'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1210'ABOUT 10.94 KM (6.80 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 6.12
 ML1210'KM (3.80 MI) EAST FROM RAVENNA, ON THE SOUTH RIGHT-OF-WAY OF STATE
 ML1210'HIGHWAY 2 AND NEAR THE NORTHWEST CORNER OF THE NE1/4, SEC24, T12N,
 ML1210'R14W AT HIGHWAY MILE MARKER 331.2, FROM THE JUNCTION OF STATE
 ML1210'HIGHWAYS 2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND
 ML1210'EAST ON HIGHWAY 2 FOR 6.12 KM (3.80 MI) TO THE MARK ON THE RIGHT.
 ML1210'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1210'PROJECTS ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 25.60
 ML1210'M (83.99 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 0.91 M (2.99
 ML1210'FT) WEST FROM A FENCE CORNER AND FENCE LINE AND 0.3 M (1.0 FT) NORTH
 ML1210'FROM A WITNESS POST.
 ML1210
 ML1210                          STATION RECOVERY (2021)
 ML1210
 ML1210'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 ML1210'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 68, SOUTH
 ML1210'OF RAVENNA, NE., GO EAST ON NE. HIGHWAY 2 FOR APPROXIMATELY 3.72 MI
 ML1210'(5.99 KM) TO MILE POST 331.18 AND THE MARK ON THE RIGHT (SOUTH).  THE
 ML1210'MARK IS 84.0 FT (25.6 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 2, 2.5
 ML1210'FT (0.8 M) NORTH OF A ROW FENCE, 1.2 FT (0.4 M) WEST OF AN ORANGE
 ML1210'CONCRETE ROW MARKER AND 0.8 FT (24 CM) NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0410 ***********************************************************************
 LH0410  DESIGNATION -  G 292
 LH0410  PID         -  LH0410
 LH0410  STATE/COUNTY-  NE/BUFFALO
 LH0410  COUNTRY     -  US
 LH0410  USGS QUAD   -  CAMERON (2017)
 LH0410
 LH0410                         *CURRENT SURVEY CONTROL
 LH0410  ______________________________________________________________________
 LH0410* NAD 83(1986) POSITION- 40 59 23.17   (N) 098 44 27.01   (W)   HD_HELD1
 LH0410* NAVD 88 ORTHO HEIGHT -   612.876 (meters)     2010.74  (feet) ADJUSTED
 LH0410  ______________________________________________________________________
 LH0410  GEOID HEIGHT    -        -24.463 (meters)                     GEOID18
 LH0410  DYNAMIC HEIGHT  -        612.551 (meters)     2009.68  (feet) COMP
 LH0410  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 LH0410
 LH0410  VERT ORDER      -  FIRST     CLASS II
 LH0410
 LH0410.The horizontal coordinates were determined by differentially corrected
 LH0410.hand held GPS observations or other comparable positioning techniques
 LH0410.and have an estimated accuracy of +/- 3 meters.
 LH0410
 LH0410.The orthometric height was determined by differential leveling and
 LH0410.adjusted by the NATIONAL GEODETIC SURVEY
 LH0410.in June 1991.
 LH0410
 LH0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0410.GEOID18 height accuracy estimate available here.
 LH0410
 LH0410.Click photographs - Photos may exist for this station.
 LH0410
 LH0410.The dynamic height is computed by dividing the NAVD 88
 LH0410.geopotential number by the normal gravity value computed on the
 LH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0410.degrees latitude (g = 980.6199 gals.).
 LH0410
 LH0410.The modeled gravity was interpolated from observed gravity values.
 LH0410
 LH0410;                    North         East    Units  Estimated Accuracy
 LH0410;SPC NE       -   129,166.4     605,920.7     MT  (+/- 3 meters HH1 GPS) 
 LH0410
 LH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2179937653(NAD 83)
 LH0410
 LH0410                          SUPERSEDED SURVEY CONTROL
 LH0410
 LH0410  NGVD 29 (??/??/92)  612.629  (m)         2009.93   (f) ADJ UNCH    1 2
 LH0410
 LH0410.Superseded values are not recommended for survey control.
 LH0410
 LH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0410.See file dsdata.pdf to determine how the superseded data were derived.
 LH0410
 LH0410_MARKER: DB = BENCH MARK DISK
 LH0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0410_STAMPING: G 292 1949
 LH0410_MARK LOGO: CGS
 LH0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0410+STABILITY: SURFACE MOTION
 LH0410
 LH0410  HISTORY     - Date     Condition        Report By
 LH0410  HISTORY     - 1949     MONUMENTED       CGS
 LH0410
 LH0410                          STATION DESCRIPTION
 LH0410
 LH0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0410'3.6 MI S FROM ST MICHAEL.
 LH0410'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0410'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0410'THENCE 1.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0410'CORNER OF SECTION 23, T. 12 N., R. 13 W., 204 FEET NORTH OF THE
 LH0410'CENTER LINE OF AN EAST-WEST ROAD, 140 FEET NORTH OF THE NORTHWEST
 LH0410'CORNER OF A WOODEN BRIDGE, 33 FEET WEST OF THE CENTER LINE OF
 LH0410'THE NORTH-SOUTH ROAD, 0.8 FOOT WEST OF A FENCE, 2 FEET NORTHWEST
 LH0410'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 LH0410'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0646 ***********************************************************************
 LH0646  DESIGNATION -  G 293
 LH0646  PID         -  LH0646
 LH0646  STATE/COUNTY-  NE/BUFFALO
 LH0646  COUNTRY     -  US
 LH0646  USGS QUAD   -  PLEASANTON SE (2017)
 LH0646
 LH0646                         *CURRENT SURVEY CONTROL
 LH0646  ______________________________________________________________________
 LH0646* NAD 83(1986) POSITION- 40 45 01.     (N) 099 05 13.     (W)   SCALED
 LH0646* NAVD 88 ORTHO HEIGHT -   657.314 (meters)     2156.54  (feet) ADJUSTED
 LH0646  ______________________________________________________________________
 LH0646  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 LH0646  DYNAMIC HEIGHT  -        656.946 (meters)     2155.33  (feet) COMP
 LH0646  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 LH0646
 LH0646  VERT ORDER      -  SECOND    CLASS 0
 LH0646
 LH0646.The horizontal coordinates were scaled from a map and have
 LH0646.an estimated accuracy of +/- 6 seconds.
 LH0646
 LH0646.The orthometric height was determined by differential leveling and
 LH0646.adjusted by the NATIONAL GEODETIC SURVEY
 LH0646.in June 1991.
 LH0646
 LH0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0646.GEOID18 height accuracy estimate available here.
 LH0646
 LH0646.Click photographs - Photos may exist for this station.
 LH0646
 LH0646.The dynamic height is computed by dividing the NAVD 88
 LH0646.geopotential number by the normal gravity value computed on the
 LH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0646.degrees latitude (g = 980.6199 gals.).
 LH0646
 LH0646.The modeled gravity was interpolated from observed gravity values.
 LH0646
 LH0646;                    North         East    Units  Estimated Accuracy
 LH0646;SPC NE       -   102,210.      577,090.      MT  (+/- 180 meters Scaled)
 LH0646
 LH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML926110(NAD 83)
 LH0646
 LH0646                          SUPERSEDED SURVEY CONTROL
 LH0646
 LH0646  NGVD 29 (??/??/92)  657.065  (m)         2155.72   (f) ADJ UNCH    2 0
 LH0646
 LH0646.Superseded values are not recommended for survey control.
 LH0646
 LH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0646.See file dsdata.pdf to determine how the superseded data were derived.
 LH0646
 LH0646_MARKER: DB = BENCH MARK DISK
 LH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0646_STAMPING: G 293 1949
 LH0646_MARK LOGO: CGS
 LH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0646+STABILITY: SURFACE MOTION
 LH0646
 LH0646  HISTORY     - Date     Condition        Report By
 LH0646  HISTORY     - 1949     MONUMENTED       CGS
 LH0646  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0646  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0646
 LH0646                          STATION DESCRIPTION
 LH0646
 LH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0646'AT GLENWOOD PARK.
 LH0646'AT GLENWOOD PARK, AT A Y-JUNCTION OF ROADS, ABOUT 300 FEET
 LH0646'NORTHWEST OF THE GLENWOOD PARK STATION SIGN, ON THE OUTSIDE OF A
 LH0646'CURVE IN THE HIGHWAY WITH TANGENTS LEADING WEST AND SOUTHEAST, 57
 LH0646'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY NO. 40, 49
 LH0646'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 30 FEET SOUTH
 LH0646'OF THE CENTER LINE OF A SIDE ROAD LEADING EAST, 1.3 FEET
 LH0646'NORTHWEST OF THE NORTHWEST END POST OF A FENCE, 1.3 FEET NORTHWEST
 LH0646'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 LH0646'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0646
 LH0646                          STATION RECOVERY (1993)
 LH0646
 LH0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0646'MARK NOT FOUND.
 LH0646
 LH0646                          STATION RECOVERY (2005)
 LH0646
 LH0646'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0646'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0654 ***********************************************************************
 LH0654  DESIGNATION -  G 294
 LH0654  PID         -  LH0654
 LH0654  STATE/COUNTY-  NE/BUFFALO
 LH0654  COUNTRY     -  US
 LH0654  USGS QUAD   -  RIVERDALE (2017)
 LH0654
 LH0654                         *CURRENT SURVEY CONTROL
 LH0654  ______________________________________________________________________
 LH0654* NAD 83(1986) POSITION- 40 52 23.68   (N) 099 13 01.64   (W)   HD_HELD1
 LH0654* NAVD 88 ORTHO HEIGHT -   716.209 (meters)     2349.76  (feet) ADJUSTED
 LH0654  ______________________________________________________________________
 LH0654  GEOID HEIGHT    -        -24.081 (meters)                     GEOID18
 LH0654  DYNAMIC HEIGHT  -        715.807 (meters)     2348.44  (feet) COMP
 LH0654  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 LH0654
 LH0654  VERT ORDER      -  SECOND    CLASS 0
 LH0654
 LH0654.The horizontal coordinates were determined by differentially corrected
 LH0654.hand held GPS observations or other comparable positioning techniques
 LH0654.and have an estimated accuracy of +/- 3 meters.
 LH0654
 LH0654.The orthometric height was determined by differential leveling and
 LH0654.adjusted by the NATIONAL GEODETIC SURVEY
 LH0654.in June 1991.
 LH0654
 LH0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0654.GEOID18 height accuracy estimate available here.
 LH0654
 LH0654.Click photographs - Photos may exist for this station.
 LH0654
 LH0654.The dynamic height is computed by dividing the NAVD 88
 LH0654.geopotential number by the normal gravity value computed on the
 LH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0654.degrees latitude (g = 980.6199 gals.).
 LH0654
 LH0654.The modeled gravity was interpolated from observed gravity values.
 LH0654
 LH0654;                    North         East    Units  Estimated Accuracy
 LH0654;SPC NE       -   115,757.2     565,974.2     MT  (+/- 3 meters HH1 GPS) 
 LH0654
 LH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8170424708(NAD 83)
 LH0654
 LH0654                          SUPERSEDED SURVEY CONTROL
 LH0654
 LH0654  NGVD 29 (??/??/92)  715.956  (m)         2348.93   (f) ADJ UNCH    2 0
 LH0654
 LH0654.Superseded values are not recommended for survey control.
 LH0654
 LH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0654.See file dsdata.pdf to determine how the superseded data were derived.
 LH0654
 LH0654_MARKER: DB = BENCH MARK DISK
 LH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0654_STAMPING: G 294 1949
 LH0654_MARK LOGO: CGS
 LH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0654+STABILITY: SURFACE MOTION
 LH0654
 LH0654  HISTORY     - Date     Condition        Report By
 LH0654  HISTORY     - 1949     MONUMENTED       CGS
 LH0654
 LH0654                          STATION DESCRIPTION
 LH0654
 LH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0654'4.9 MI NE FROM AMHERST.
 LH0654'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0654'AMHERST, THENCE 2.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0654'SOUTHEAST CORNER OF SECTION 35, T. 11 N. R. 17 W., IN THE
 LH0654'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 53 FEET WEST
 LH0654'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET NORTH OF
 LH0654'THE CENTER LINE OF THE EAST-WEST ROAD, 18 FEET WEST OF A CORNER
 LH0654'FENCE POST, 0.9 FOOT SOUTH OF A FENCE, 1.2 FEET WEST OF A
 LH0654'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0654'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0560 ***********************************************************************
 LH0560  DESIGNATION -  G 295
 LH0560  PID         -  LH0560
 LH0560  STATE/COUNTY-  NE/BUFFALO
 LH0560  COUNTRY     -  US
 LH0560  USGS QUAD   -  AMHERST (2017)
 LH0560
 LH0560                         *CURRENT SURVEY CONTROL
 LH0560  ______________________________________________________________________
 LH0560* NAD 83(1986) POSITION- 40 48 55.81   (N) 099 16 27.06   (W)   HD_HELD1
 LH0560* NAVD 88 ORTHO HEIGHT -   685.348 (meters)     2248.51  (feet) ADJUSTED
 LH0560  ______________________________________________________________________
 LH0560  GEOID HEIGHT    -        -24.164 (meters)                     GEOID18
 LH0560  DYNAMIC HEIGHT  -        684.955 (meters)     2247.22  (feet) COMP
 LH0560  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 LH0560
 LH0560  VERT ORDER      -  SECOND    CLASS 0
 LH0560
 LH0560.The horizontal coordinates were determined by differentially corrected
 LH0560.hand held GPS observations or other comparable positioning techniques
 LH0560.and have an estimated accuracy of +/- 3 meters.
 LH0560
 LH0560.The orthometric height was determined by differential leveling and
 LH0560.adjusted by the NATIONAL GEODETIC SURVEY
 LH0560.in June 1991.
 LH0560
 LH0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0560.GEOID18 height accuracy estimate available here.
 LH0560
 LH0560.Click photographs - Photos may exist for this station.
 LH0560
 LH0560.The dynamic height is computed by dividing the NAVD 88
 LH0560.geopotential number by the normal gravity value computed on the
 LH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0560.degrees latitude (g = 980.6199 gals.).
 LH0560
 LH0560.The modeled gravity was interpolated from observed gravity values.
 LH0560
 LH0560;                    North         East    Units  Estimated Accuracy
 LH0560;SPC NE       -   109,305.0     561,219.5     MT  (+/- 3 meters HH1 GPS) 
 LH0560
 LH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7687618312(NAD 83)
 LH0560
 LH0560                          SUPERSEDED SURVEY CONTROL
 LH0560
 LH0560  NGVD 29 (??/??/92)  685.090  (m)         2247.67   (f) ADJ UNCH    2 0
 LH0560
 LH0560.Superseded values are not recommended for survey control.
 LH0560
 LH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0560.See file dsdata.pdf to determine how the superseded data were derived.
 LH0560
 LH0560_MARKER: DB = BENCH MARK DISK
 LH0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0560_STAMPING: G 295 1949
 LH0560_MARK LOGO: CGS
 LH0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0560+STABILITY: SURFACE MOTION
 LH0560
 LH0560  HISTORY     - Date     Condition        Report By
 LH0560  HISTORY     - 1949     MONUMENTED       CGS
 LH0560  HISTORY     - 1983     GOOD             LOCSUR
 LH0560
 LH0560                          STATION DESCRIPTION
 LH0560
 LH0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0560'1.7 MI S FROM AMHERST.
 LH0560'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0560'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH
 LH0560'ALONG A COUNTY ROAD, IN THE NORTHEAST QUARTER OF A PUBLIC
 LH0560'ROAD CROSSING, ABOUT 225 FEET EAST OF AN ABANDONED SCHOOLHOUSE,
 LH0560'46 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET
 LH0560'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12 FEET NORTH
 LH0560'OF A CORNER FENCE POST, 1.5 FEET SOUTH OF A REFERENCE POST,
 LH0560'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0560'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0560
 LH0560                          STATION RECOVERY (1983)
 LH0560
 LH0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0838 ***********************************************************************
 MK0838  DESIGNATION -  G 296
 MK0838  PID         -  MK0838
 MK0838  STATE/COUNTY-  NE/CASS
 MK0838  COUNTRY     -  US
 MK0838  USGS QUAD   -  CEDAR CREEK (2017)
 MK0838
 MK0838                         *CURRENT SURVEY CONTROL
 MK0838  ______________________________________________________________________
 MK0838* NAD 83(1986) POSITION- 41 00 06.86   (N) 096 01 16.30   (W)   HD_HELD1
 MK0838* NAVD 88 ORTHO HEIGHT -   352.239 (meters)     1155.64  (feet) ADJUSTED
 MK0838  ______________________________________________________________________
 MK0838  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 MK0838  DYNAMIC HEIGHT  -        352.094 (meters)     1155.16  (feet) COMP
 MK0838  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 MK0838
 MK0838  VERT ORDER      -  SECOND    CLASS 0
 MK0838
 MK0838.The horizontal coordinates were determined by differentially corrected
 MK0838.hand held GPS observations or other comparable positioning techniques
 MK0838.and have an estimated accuracy of +/- 3 meters.
 MK0838
 MK0838.The orthometric height was determined by differential leveling and
 MK0838.adjusted by the NATIONAL GEODETIC SURVEY
 MK0838.in June 1991.
 MK0838
 MK0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0838.GEOID18 height accuracy estimate available here.
 MK0838
 MK0838.Click photographs - Photos may exist for this station.
 MK0838
 MK0838.The dynamic height is computed by dividing the NAVD 88
 MK0838.geopotential number by the normal gravity value computed on the
 MK0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0838.degrees latitude (g = 980.6199 gals.).
 MK0838
 MK0838.The modeled gravity was interpolated from observed gravity values.
 MK0838
 MK0838;                    North         East    Units  Estimated Accuracy
 MK0838;SPC NE       -   137,441.3     834,528.4     MT  (+/- 3 meters HH1 GPS) 
 MK0838
 MK0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5053043243(NAD 83)
 MK0838
 MK0838                          SUPERSEDED SURVEY CONTROL
 MK0838
 MK0838  NGVD 29 (??/??/92)  352.143  (m)         1155.32   (f) ADJ UNCH    2 0
 MK0838
 MK0838.Superseded values are not recommended for survey control.
 MK0838
 MK0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0838.See file dsdata.pdf to determine how the superseded data were derived.
 MK0838
 MK0838_MARKER: DB = BENCH MARK DISK
 MK0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0838_STAMPING: G 296 1949
 MK0838_MARK LOGO: CGS
 MK0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0838+STABILITY: SURFACE MOTION
 MK0838
 MK0838  HISTORY     - Date     Condition        Report By
 MK0838  HISTORY     - 1949     MONUMENTED       CGS
 MK0838
 MK0838                          STATION DESCRIPTION
 MK0838
 MK0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0838'7.6 MI SW FROM PLATTSMOUTH.
 MK0838'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MK0838'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 MK0838'AND 34, THENCE 6.65 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 MK0838'ROAD, AT THE JOHN KAFFENBERGER FARMHOME, 90 FEET NORTH OF THE
 MK0838'NORTHWEST CORNER OF THE FARMHOUSE, 58 FEET WEST OF THE CENTER
 MK0838'LINE OF A PRIVATE DRIVE LEADING SOUTH, 38 FEET SOUTH OF THE
 MK0838'CENTER LINE OF THE PLATTSMOUTH LOUISVILLE ROAD, 6.0 FEET EAST
 MK0838'OF A 7-INCH ELM TREE, 1.4 FEET NORTH OF A BRACED POWER LINE
 MK0838'POLE, 1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 MK0838'A 5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1016 ***********************************************************************
 MK1016  DESIGNATION -  G 298
 MK1016  PID         -  MK1016
 MK1016  STATE/COUNTY-  NE/SAUNDERS
 MK1016  COUNTRY     -  US
 MK1016  USGS QUAD   -  WAHOO EAST (2017)
 MK1016
 MK1016                         *CURRENT SURVEY CONTROL
 MK1016  ______________________________________________________________________
 MK1016* NAD 83(1986) POSITION- 41 11 26.66   (N) 096 34 25.51   (W)   HD_HELD1
 MK1016* NAVD 88 ORTHO HEIGHT -   365.629 (meters)     1199.57  (feet) ADJUSTED
 MK1016  ______________________________________________________________________
 MK1016  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 MK1016  DYNAMIC HEIGHT  -        365.456 (meters)     1199.00  (feet) COMP
 MK1016  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 MK1016
 MK1016  VERT ORDER      -  SECOND    CLASS 0
 MK1016
 MK1016.The horizontal coordinates were determined by differentially corrected
 MK1016.hand held GPS observations or other comparable positioning techniques
 MK1016.and have an estimated accuracy of +/- 3 meters.
 MK1016
 MK1016.The orthometric height was determined by differential leveling and
 MK1016.adjusted by the NATIONAL GEODETIC SURVEY
 MK1016.in June 1991.
 MK1016
 MK1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1016.GEOID18 height accuracy estimate available here.
 MK1016
 MK1016.Click photographs - Photos may exist for this station.
 MK1016
 MK1016.The dynamic height is computed by dividing the NAVD 88
 MK1016.geopotential number by the normal gravity value computed on the
 MK1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1016.degrees latitude (g = 980.6199 gals.).
 MK1016
 MK1016.The modeled gravity was interpolated from observed gravity values.
 MK1016
 MK1016;                    North         East    Units  Estimated Accuracy
 MK1016;SPC NE       -   156,399.6     787,266.3     MT  (+/- 3 meters HH1 GPS) 
 MK1016
 MK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0346962769(NAD 83)
 MK1016
 MK1016                          SUPERSEDED SURVEY CONTROL
 MK1016
 MK1016  NGVD 29 (??/??/92)  365.487  (m)         1199.10   (f) ADJ UNCH    2 0
 MK1016
 MK1016.Superseded values are not recommended for survey control.
 MK1016
 MK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1016.See file dsdata.pdf to determine how the superseded data were derived.
 MK1016
 MK1016_MARKER: DB = BENCH MARK DISK
 MK1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1016_STAMPING: G 298 1950
 MK1016_MARK LOGO: CGS
 MK1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1016+STABILITY: SURFACE MOTION
 MK1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1016+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1987
 MK1016
 MK1016  HISTORY     - Date     Condition        Report By
 MK1016  HISTORY     - 1950     MONUMENTED       CGS
 MK1016  HISTORY     - 19870305 SEE DESCRIPTION  NGS
 MK1016
 MK1016                          STATION DESCRIPTION
 MK1016
 MK1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1016'3.8 MI SE FROM WAHOO.
 MK1016'0.3 MILE SOUTH ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1016'AT WAHOO, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 MK1016'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A
 MK1016'DIRT ROAD, THENCE 1.45 MILES EAST ALONG A DIRT ROAD, AT A T
 MK1016'ROAD JUNCTION, 234 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1016'WEST ROAD, 182 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 MK1016'3 FEET NORTHWEST OF THE SOUTHWEST LEG OF A WINDMILL TOWER, 3.5
 MK1016'FEET SOUTHWEST OF THE NORTHWEST LEG OF A WINDMILL TOWER, 1.8 FEET
 MK1016'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1016'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 0.9 MILE
 MK1016'NORTH OF BENCH MARK Q 298.
 MK1016
 MK1016                          STATION RECOVERY (1987)
 MK1016
 MK1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK1016'THE MARK WAS RECOVERED IN APPARENT GOOD CONDITION, HOWEVER, REFERENCE
 MK1016'MEASUREMENTS TO THE ROADS FAILED TO AGREE WITH 1950 DATA BY LARGE
 MK1016'AMOUNTS. THIS MARK SHOULD BE USED WITH CAUTION AS IT MAY HAVE BEEN
 MK1016'RELOCATED WITHOUT A NEW ELEVATION BEING ESTABLISHED.  THE MARK IS 0.3
 MK1016'KM (0.20 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE COURTHOUSE IN
 MK1016'WAHOO, THEN 1.61 KM (1.00 MI) EAST ALONG A PAVED ROAD, THEN 1.61 KM
 MK1016'(1.00 MI) SOUTH ALONG A GRADED ROAD, THEN 2.41 KM (1.50 MI) EAST ALONG
 MK1016'A GRADED ROAD, AT A ROAD LEADING SOUTH, 79.6 M (261.2 FT) SOUTH FROM
 MK1016'THE EAST/WEST ROAD, 7.92 M (26.0 FT) EAST FROM THE NORTH/SOUTH ROAD,
 MK1016'0.37 M (1.2 FT) NORTH FROM A WITNESS POST, ABOUT 0.9 M (3.0 FT) ABOVE
 MK1016'THE NORTH/SOUTH ROAD AND PROJECTS ABOUT 0.05 M (0.2 FT) ABOVE THE
 MK1016'GROUND.  THE MARK IS 1.61 KM (1.00 MI) NORTH FROM BENCH MARK Q 298
 MK1016'RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1027 ***********************************************************************
 MK1027  DESIGNATION -  G 299
 MK1027  PID         -  MK1027
 MK1027  STATE/COUNTY-  NE/SAUNDERS
 MK1027  COUNTRY     -  US
 MK1027  USGS QUAD   -  WAHOO EAST (2017)
 MK1027
 MK1027                         *CURRENT SURVEY CONTROL
 MK1027  ______________________________________________________________________
 MK1027* NAD 83(1986) POSITION- 41 11 27.54   (N) 096 30 10.77   (W)   HD_HELD1
 MK1027* NAVD 88 ORTHO HEIGHT -   360.127 (meters)     1181.52  (feet) ADJUSTED
 MK1027  ______________________________________________________________________
 MK1027  GEOID HEIGHT    -        -26.925 (meters)                     GEOID18
 MK1027  DYNAMIC HEIGHT  -        359.961 (meters)     1180.97  (feet) COMP
 MK1027  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 MK1027
 MK1027  VERT ORDER      -  SECOND    CLASS 0
 MK1027
 MK1027.The horizontal coordinates were determined by differentially corrected
 MK1027.hand held GPS observations or other comparable positioning techniques
 MK1027.and have an estimated accuracy of +/- 3 meters.
 MK1027
 MK1027.The orthometric height was determined by differential leveling and
 MK1027.adjusted by the NATIONAL GEODETIC SURVEY
 MK1027.in June 1991.
 MK1027
 MK1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1027.GEOID18 height accuracy estimate available here.
 MK1027
 MK1027.Click photographs - Photos may exist for this station.
 MK1027
 MK1027.The dynamic height is computed by dividing the NAVD 88
 MK1027.geopotential number by the normal gravity value computed on the
 MK1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1027.degrees latitude (g = 980.6199 gals.).
 MK1027
 MK1027.The modeled gravity was interpolated from observed gravity values.
 MK1027
 MK1027;                    North         East    Units  Estimated Accuracy
 MK1027;SPC NE       -   156,664.3     793,194.8     MT  (+/- 3 meters HH1 GPS) 
 MK1027
 MK1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0940362964(NAD 83)
 MK1027
 MK1027                          SUPERSEDED SURVEY CONTROL
 MK1027
 MK1027  NGVD 29 (??/??/92)  359.992  (m)         1181.07   (f) ADJ UNCH    2 0
 MK1027
 MK1027.Superseded values are not recommended for survey control.
 MK1027
 MK1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1027.See file dsdata.pdf to determine how the superseded data were derived.
 MK1027
 MK1027_MARKER: DB = BENCH MARK DISK
 MK1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1027_STAMPING: G 299 1950
 MK1027_MARK LOGO: CGS
 MK1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1027+STABILITY: SURFACE MOTION
 MK1027
 MK1027  HISTORY     - Date     Condition        Report By
 MK1027  HISTORY     - 1950     MONUMENTED       CGS
 MK1027  HISTORY     - 1984     GOOD             LOCSUR
 MK1027
 MK1027                          STATION DESCRIPTION
 MK1027
 MK1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1027'3.3 MI SW FROM MEAD.
 MK1027'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1027'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.5
 MK1027'MILE WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 MK1027'GRAVELED ROAD, ALONG THE WEST SIDE OF THE NEBRASKA ORDINANCE DEPOT,
 MK1027'AT A NATURAL GAS PIPE LINE BOOSTER STATION, 64 FEET EAST OF THE
 MK1027'CENTER LINE OF A NORTH AND SOUTH ROAD, 37 FEET SOUTH OF THE EXTENDED
 MK1027'CENTER LINE OF A ROAD LEADING WEST, 19 FEET NORTHWEST OF THE
 MK1027'NORTHWEST CORNER OF A PUMP HOUSE, 14 FEET EAST OF A FENCE CORNER,
 MK1027'1.0 FOOT SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET
 MK1027'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK1027'GROUND.  THIS MARK IS 1.0 MILE NORTH OF BENCH MARK F 299.
 MK1027
 MK1027                          STATION RECOVERY (1984)
 MK1027
 MK1027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0770 ***********************************************************************
 MK0770  DESIGNATION -  G 300
 MK0770  PID         -  MK0770
 MK0770  STATE/COUNTY-  NE/DOUGLAS
 MK0770  COUNTRY     -  US
 MK0770  USGS QUAD   -  VALLEY (2017)
 MK0770
 MK0770                         *CURRENT SURVEY CONTROL
 MK0770  ______________________________________________________________________
 MK0770* NAD 83(1986) POSITION- 41 15 45.93   (N) 096 19 49.44   (W)   HD_HELD1
 MK0770* NAVD 88 ORTHO HEIGHT -   342.687 (meters)     1124.30  (feet) ADJUSTED
 MK0770  ______________________________________________________________________
 MK0770  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 MK0770  DYNAMIC HEIGHT  -        342.532 (meters)     1123.79  (feet) COMP
 MK0770  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 MK0770
 MK0770  VERT ORDER      -  SECOND    CLASS 0
 MK0770
 MK0770.The horizontal coordinates were determined by differentially corrected
 MK0770.hand held GPS observations or other comparable positioning techniques
 MK0770.and have an estimated accuracy of +/- 3 meters.
 MK0770
 MK0770.The orthometric height was determined by differential leveling and
 MK0770.adjusted by the NATIONAL GEODETIC SURVEY
 MK0770.in June 1991.
 MK0770
 MK0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0770.GEOID18 height accuracy estimate available here.
 MK0770
 MK0770.Click photographs - Photos may exist for this station.
 MK0770
 MK0770.The dynamic height is computed by dividing the NAVD 88
 MK0770.geopotential number by the normal gravity value computed on the
 MK0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0770.degrees latitude (g = 980.6199 gals.).
 MK0770
 MK0770.The modeled gravity was interpolated from observed gravity values.
 MK0770
 MK0770;                    North         East    Units  Estimated Accuracy
 MK0770;SPC NE       -   165,225.4     807,318.6     MT  (+/- 3 meters HH1 GPS) 
 MK0770
 MK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2363471363(NAD 83)
 MK0770
 MK0770                          SUPERSEDED SURVEY CONTROL
 MK0770
 MK0770  NGVD 29 (??/??/92)  342.557  (m)         1123.87   (f) ADJ UNCH    2 0
 MK0770
 MK0770.Superseded values are not recommended for survey control.
 MK0770
 MK0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0770.See file dsdata.pdf to determine how the superseded data were derived.
 MK0770
 MK0770_MARKER: DB = BENCH MARK DISK
 MK0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0770_STAMPING: G 300 1950
 MK0770_MARK LOGO: CGS
 MK0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0770+STABILITY: SURFACE MOTION
 MK0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0770+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2009
 MK0770
 MK0770  HISTORY     - Date     Condition        Report By
 MK0770  HISTORY     - 1950     MONUMENTED       CGS
 MK0770  HISTORY     - 1976     GOOD             LOCSUR
 MK0770  HISTORY     - 20090823 GOOD             THOMDD
 MK0770  HISTORY     - 20110117 GOOD             INDIV
 MK0770  HISTORY     - 20140116 GOOD             THOMDD
 MK0770
 MK0770                          STATION DESCRIPTION
 MK0770
 MK0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0770'4.2 MI SE FROM VALLEY.
 MK0770'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0770'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 3.8 MILES
 MK0770'SOUTHEAST ALONG STATE HIGHWAY 93, AT THE NORTHWEST CORNER OF
 MK0770'A SAND PIT, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST END
 MK0770'WEST ROAD, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY 4 FEET
 MK0770'SOUTHEAST OF A FENCE CORNER, 1.7 FEET EAST OF A WITNESS POST,
 MK0770'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MK0770'THE GROUND.
 MK0770
 MK0770                          STATION RECOVERY (1976)
 MK0770
 MK0770'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0770'RECOVERED IN GOOD CONDITION.
 MK0770
 MK0770                          STATION RECOVERY (2009)
 MK0770
 MK0770'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2009 (MTC)
 MK0770'THE MARK LIES AT THE SOUTHEAST CORNER OF A T INTERSECTION OF A
 MK0770'NORTH-SOUTH STREET NAMED 264TH STREET AND AN EASTERLY STREET NAMED
 MK0770'WEST DODGE ROAD. ALSO, SOUTHEAST OF A LARGE METAL FENCE CORNER
 MK0770'APRROXIMATELY 3FT AND O.5FT BELOW GRADE. THE SAND PIT REFERENCED
 MK0770'PREVIOUSLY IS NOW A RESIDENTIAL AREA.
 MK0770
 MK0770                          STATION RECOVERY (2011)
 MK0770
 MK0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0770'RECOVERED IN GOOD CONDITION
 MK0770
 MK0770                          STATION RECOVERY (2014)
 MK0770
 MK0770'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2014 (MTC)
 MK0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0721 ***********************************************************************
 MK0721  DESIGNATION -  G 303
 MK0721  PID         -  MK0721
 MK0721  STATE/COUNTY-  NE/SAUNDERS
 MK0721  COUNTRY     -  US
 MK0721  USGS QUAD   -  LESHARA (2017)
 MK0721
 MK0721                         *CURRENT SURVEY CONTROL
 MK0721  ______________________________________________________________________
 MK0721* NAD 83(1986) POSITION- 41 15 47.     (N) 096 25 31.     (W)   SCALED
 MK0721* NAVD 88 ORTHO HEIGHT -   379.901 (meters)     1246.39  (feet) ADJUSTED
 MK0721  ______________________________________________________________________
 MK0721  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 MK0721  DYNAMIC HEIGHT  -        379.723 (meters)     1245.81  (feet) COMP
 MK0721  MODELED GRAVITY -    980,143.4   (mgal)                       NAVD 88
 MK0721
 MK0721  VERT ORDER      -  SECOND    CLASS 0
 MK0721
 MK0721.The horizontal coordinates were scaled from a map and have
 MK0721.an estimated accuracy of +/- 6 seconds.
 MK0721
 MK0721.The orthometric height was determined by differential leveling and
 MK0721.adjusted by the NATIONAL GEODETIC SURVEY
 MK0721.in June 1991.
 MK0721
 MK0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0721.GEOID18 height accuracy estimate available here.
 MK0721
 MK0721.Click photographs - Photos may exist for this station.
 MK0721
 MK0721.The dynamic height is computed by dividing the NAVD 88
 MK0721.geopotential number by the normal gravity value computed on the
 MK0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0721.degrees latitude (g = 980.6199 gals.).
 MK0721
 MK0721.The modeled gravity was interpolated from observed gravity values.
 MK0721
 MK0721;                    North         East    Units  Estimated Accuracy
 MK0721;SPC NE       -   164,930.      799,380.      MT  (+/- 180 meters Scaled)
 MK0721
 MK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL156711(NAD 83)
 MK0721
 MK0721                          SUPERSEDED SURVEY CONTROL
 MK0721
 MK0721  NGVD 29 (??/??/92)  379.760  (m)         1245.93   (f) ADJ UNCH    2 0
 MK0721
 MK0721.Superseded values are not recommended for survey control.
 MK0721
 MK0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0721.See file dsdata.pdf to determine how the superseded data were derived.
 MK0721
 MK0721_MARKER: DB = BENCH MARK DISK
 MK0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0721_STAMPING: G 303 1950
 MK0721_MARK LOGO: CGS
 MK0721_PROJECTION: FLUSH
 MK0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0721+STABILITY: SURFACE MOTION
 MK0721
 MK0721  HISTORY     - Date     Condition        Report By
 MK0721  HISTORY     - 1950     MONUMENTED       CGS
 MK0721
 MK0721                          STATION DESCRIPTION
 MK0721
 MK0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0721'3 MI NW FROM YUTAN.
 MK0721'0.1 MILE WEST ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK0721'RAILROAD STATION AT YUTAN, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 MK0721'STREET, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0721'1.15 MILES NORTH ALONG A GRAVELED ROAD, AT THE MARY MC EVOY
 MK0721'FARMHOUSE, 69 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 MK0721'32 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 17
 MK0721'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET
 MK0721'NORTH OF A YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0721'IS FLUSH WITH THE GROUND.  THIS MARK IS 6.1 MILES SOUTH OF
 MK0721'LESHARA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1049 ***********************************************************************
 MK1049  DESIGNATION -  G 304
 MK1049  PID         -  MK1049
 MK1049  STATE/COUNTY-  NE/SAUNDERS
 MK1049  COUNTRY     -  US
 MK1049  USGS QUAD   -  COLON (2017)
 MK1049
 MK1049                         *CURRENT SURVEY CONTROL
 MK1049  ______________________________________________________________________
 MK1049* NAD 83(1986) POSITION- 41 18 26.     (N) 096 30 09.     (W)   SCALED
 MK1049* NAVD 88 ORTHO HEIGHT -   417.776 (meters)     1370.65  (feet) ADJUSTED
 MK1049  ______________________________________________________________________
 MK1049  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 MK1049  DYNAMIC HEIGHT  -        417.576 (meters)     1370.00  (feet) COMP
 MK1049  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 MK1049
 MK1049  VERT ORDER      -  SECOND    CLASS 0
 MK1049
 MK1049.The horizontal coordinates were scaled from a map and have
 MK1049.an estimated accuracy of +/- 6 seconds.
 MK1049
 MK1049.The orthometric height was determined by differential leveling and
 MK1049.adjusted by the NATIONAL GEODETIC SURVEY
 MK1049.in June 1991.
 MK1049
 MK1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1049.GEOID18 height accuracy estimate available here.
 MK1049
 MK1049.Click photographs - Photos may exist for this station.
 MK1049
 MK1049.The dynamic height is computed by dividing the NAVD 88
 MK1049.geopotential number by the normal gravity value computed on the
 MK1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1049.degrees latitude (g = 980.6199 gals.).
 MK1049
 MK1049.The modeled gravity was interpolated from observed gravity values.
 MK1049
 MK1049;                    North         East    Units  Estimated Accuracy
 MK1049;SPC NE       -   169,560.      792,710.      MT  (+/- 180 meters Scaled)
 MK1049
 MK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090758(NAD 83)
 MK1049
 MK1049                          SUPERSEDED SURVEY CONTROL
 MK1049
 MK1049  NGVD 29 (??/??/92)  417.622  (m)         1370.15   (f) ADJ UNCH    2 0
 MK1049
 MK1049.Superseded values are not recommended for survey control.
 MK1049
 MK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1049.See file dsdata.pdf to determine how the superseded data were derived.
 MK1049
 MK1049_MARKER: DB = BENCH MARK DISK
 MK1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1049_STAMPING: G 304 1950
 MK1049_MARK LOGO: CGS
 MK1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1049+STABILITY: SURFACE MOTION
 MK1049
 MK1049  HISTORY     - Date     Condition        Report By
 MK1049  HISTORY     - 1950     MONUMENTED       CGS
 MK1049
 MK1049                          STATION DESCRIPTION
 MK1049
 MK1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1049'6.3 MI E FROM COLON.
 MK1049'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND NORTH
 MK1049'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH ALONG
 MK1049'STATE HIGHWAY 109, THENCE 5.2 MILES EAST ALONG STATE HIGHWAY 64,
 MK1049'AT THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 64,
 MK1049'272 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 32 FEET
 MK1049'NORTH OF THE CENTER LINE OF STATE HIGHWAY 64, 4.4 FEET WEST OF A
 MK1049'TELEPHONE POLE, 0.8 FOOT NORTH OF A FENCE, 1.4 FEET EAST OF A
 MK1049'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1049'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2189 ***********************************************************************
 MK2189  DESIGNATION -  G 304 RESET
 MK2189  PID         -  MK2189
 MK2189  STATE/COUNTY-  NE/SAUNDERS
 MK2189  COUNTRY     -  US
 MK2189  USGS QUAD   -  COLON (2017)
 MK2189
 MK2189                         *CURRENT SURVEY CONTROL
 MK2189  ______________________________________________________________________
 MK2189* NAD 83(1986) POSITION- 41 18 21.4    (N) 096 30 10.9    (W)   HD_HELD2
 MK2189* NAVD 88 ORTHO HEIGHT -   416.39  (meters)     1366.1   (feet) RESET
 MK2189  ______________________________________________________________________
 MK2189  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 MK2189  VERT ORDER      -  THIRD
 MK2189
 MK2189.The horizontal coordinates were established by autonomous hand held GPS
 MK2189.observations and have an estimated accuracy of +/- 10 meters.
 MK2189
 MK2189.The orthometric height was computed from unverified reset data.
 MK2189
 MK2189.No vertical observational check was made to the station.
 MK2189
 MK2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2189.GEOID18 height accuracy estimate available here.
 MK2189
 MK2189.Click photographs - Photos may exist for this station.
 MK2189
 MK2189;                    North         East    Units  Estimated Accuracy
 MK2189;SPC NE       -   169,417.      792,676.      MT  (+/- 10 meters HH2 GPS)
 MK2189
 MK2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0903375728(NAD 83)
 MK2189
 MK2189                          SUPERSEDED SURVEY CONTROL
 MK2189
 MK2189  NGVD 29 (01/31/13)  416.24   (m)         1365.6    (f) RESET       3  
 MK2189
 MK2189.Superseded values are not recommended for survey control.
 MK2189
 MK2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2189.See file dsdata.pdf to determine how the superseded data were derived.
 MK2189
 MK2189_MARKER: DV = VERTICAL CONTROL DISK
 MK2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2189_STAMPING: G 304 1950 RESET 1980
 MK2189_MARK LOGO: NGS
 MK2189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MK2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2189+STABILITY: SURFACE MOTION
 MK2189
 MK2189  HISTORY     - Date     Condition        Report By
 MK2189  HISTORY     - 1980     MONUMENTED       NGS
 MK2189
 MK2189                          STATION DESCRIPTION
 MK2189
 MK2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MK2189'0.4 MILES (0.6 KM) EAST ALONG OIL ROAD FROM THE CHICAGO AND
 MK2189'NORTHWESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILES (1.1 KM)
 MK2189'NORTH ALONG STATE HIGHWAY 109, THENCE 5.2 MILES (8.4 KM) EAST ALONG
 MK2189'STATE HIGHWAY 64 TO JUNCTION OF US HIGHWAY 77, 314 FEET (95.7 M)
 MK2189'SOUTH OF CENTER OF INTERSECTION, 98 FEET (29.9 M) WEST OF CENTERLINE
 MK2189'OF US HIGHWAY 77, 8.7 FEET (2.7 M) NORTH-NORTHEAST OF NAIL IN POWER
 MK2189'POLE LB 438, 1.5 FEET (0.5 M) EAST OF NORTH-SOUTH FENCE AND 1.0 FOOT
 MK2189'(0.3 M) EAST OF WITNESS POST, MARK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0603 ***********************************************************************
 MK0603  DESIGNATION -  G 305
 MK0603  PID         -  MK0603
 MK0603  STATE/COUNTY-  NE/DOUGLAS
 MK0603  COUNTRY     -  US
 MK0603  USGS QUAD   -  ARLINGTON (2017)
 MK0603
 MK0603                         *CURRENT SURVEY CONTROL
 MK0603  ______________________________________________________________________
 MK0603* NAD 83(1986) POSITION- 41 22 46.     (N) 096 17 17.     (W)   SCALED
 MK0603* NAVD 88 ORTHO HEIGHT -   365.430 (meters)     1198.91  (feet) ADJUSTED
 MK0603  ______________________________________________________________________
 MK0603  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 MK0603  DYNAMIC HEIGHT  -        365.256 (meters)     1198.34  (feet) COMP
 MK0603  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 MK0603
 MK0603  VERT ORDER      -  SECOND    CLASS 0
 MK0603
 MK0603.The horizontal coordinates were scaled from a map and have
 MK0603.an estimated accuracy of +/- 6 seconds.
 MK0603
 MK0603.The orthometric height was determined by differential leveling and
 MK0603.adjusted by the NATIONAL GEODETIC SURVEY
 MK0603.in June 1991.
 MK0603
 MK0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0603.GEOID18 height accuracy estimate available here.
 MK0603
 MK0603.Click photographs - Photos may exist for this station.
 MK0603
 MK0603.The dynamic height is computed by dividing the NAVD 88
 MK0603.geopotential number by the normal gravity value computed on the
 MK0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0603.degrees latitude (g = 980.6199 gals.).
 MK0603
 MK0603.The modeled gravity was interpolated from observed gravity values.
 MK0603
 MK0603;                    North         East    Units  Estimated Accuracy
 MK0603;SPC NE       -   178,320.      810,310.      MT  (+/- 180 meters Scaled)
 MK0603
 MK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL267844(NAD 83)
 MK0603
 MK0603                          SUPERSEDED SURVEY CONTROL
 MK0603
 MK0603  NGVD 29 (??/??/92)  365.284  (m)         1198.44   (f) ADJ UNCH    2 0
 MK0603
 MK0603.Superseded values are not recommended for survey control.
 MK0603
 MK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0603.See file dsdata.pdf to determine how the superseded data were derived.
 MK0603
 MK0603_MARKER: DB = BENCH MARK DISK
 MK0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0603_STAMPING: G 305 1950
 MK0603_MARK LOGO: CGS
 MK0603_PROJECTION: FLUSH
 MK0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0603+STABILITY: SURFACE MOTION
 MK0603
 MK0603  HISTORY     - Date     Condition        Report By
 MK0603  HISTORY     - 1950     MONUMENTED       CGS
 MK0603  HISTORY     - 1976     GOOD             LOCSUR
 MK0603
 MK0603                          STATION DESCRIPTION
 MK0603
 MK0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0603'1.5 MI NW FROM ELK CITY.
 MK0603'0.5 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ELK
 MK0603'CITY, THENCE 1.0 MILE WEST ALONG STATE HIGHWAYS 8 AND 93, AT THE
 MK0603'FARM HOME OF OSCAR HANSEN, 149 FEET NORTH OF THE CENTER LINE
 MK0603'OF THE HIGHWAY, 85 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MK0603'FARMHOUSE, 24 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0603'3 FEET WEST OF A POWER POLE, 1.9 FEET WEST OF A WITNESS POST,
 MK0603'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0603
 MK0603                          STATION RECOVERY (1976)
 MK0603
 MK0603'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0204 ***********************************************************************
 ML0204  DESIGNATION -  G 306
 ML0204  PID         -  ML0204
 ML0204  STATE/COUNTY-  NE/HOWARD
 ML0204  COUNTRY     -  US
 ML0204  USGS QUAD   -  CUSHING (2017)
 ML0204
 ML0204                         *CURRENT SURVEY CONTROL
 ML0204  ______________________________________________________________________
 ML0204* NAD 83(1986) POSITION- 41 17 08.     (N) 098 22 17.     (W)   SCALED
 ML0204* NAVD 88 ORTHO HEIGHT -   538.668 (meters)     1767.28  (feet) ADJUSTED
 ML0204  ______________________________________________________________________
 ML0204  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 ML0204  DYNAMIC HEIGHT  -        538.401 (meters)     1766.40  (feet) COMP
 ML0204  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 ML0204
 ML0204  VERT ORDER      -  SECOND    CLASS 0
 ML0204
 ML0204.The horizontal coordinates were scaled from a map and have
 ML0204.an estimated accuracy of +/- 6 seconds.
 ML0204
 ML0204.The orthometric height was determined by differential leveling and
 ML0204.adjusted by the NATIONAL GEODETIC SURVEY
 ML0204.in June 1991.
 ML0204
 ML0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0204.GEOID18 height accuracy estimate available here.
 ML0204
 ML0204.Click photographs - Photos may exist for this station.
 ML0204
 ML0204.The dynamic height is computed by dividing the NAVD 88
 ML0204.geopotential number by the normal gravity value computed on the
 ML0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0204.degrees latitude (g = 980.6199 gals.).
 ML0204
 ML0204.The modeled gravity was interpolated from observed gravity values.
 ML0204
 ML0204;                    North         East    Units  Estimated Accuracy
 ML0204;SPC NE       -   162,520.      636,380.      MT  (+/- 180 meters Scaled)
 ML0204
 ML0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL526706(NAD 83)
 ML0204
 ML0204                          SUPERSEDED SURVEY CONTROL
 ML0204
 ML0204  NGVD 29 (??/??/92)  538.430  (m)         1766.50   (f) ADJ UNCH    2 0
 ML0204
 ML0204.Superseded values are not recommended for survey control.
 ML0204
 ML0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0204.See file dsdata.pdf to determine how the superseded data were derived.
 ML0204
 ML0204_MARKER: DB = BENCH MARK DISK
 ML0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0204_STAMPING: G 306 1950
 ML0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0204+STABILITY: SURFACE MOTION
 ML0204
 ML0204  HISTORY     - Date     Condition        Report By
 ML0204  HISTORY     - 1950     MONUMENTED       CGS
 ML0204
 ML0204                          STATION DESCRIPTION
 ML0204
 ML0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0204'0.8 MI S FROM CUSHING.
 ML0204'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0204'CUSHING, AT A JUNCTION WITH A ROAD LEADING EAST, 114 FEET NORTH
 ML0204'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHEAST OF THE
 ML0204'SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE, 3 FEET NORTHWEST
 ML0204'OF A CORNER FORMED BY AN EAST AND WEST AND A NORTH AND SOUTH
 ML0204'ROW OF ELM TREES, 2.5 FEET EAST OF A WITNESS POST, SET IN THE
 ML0204'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0230 ***********************************************************************
 ML0230  DESIGNATION -  G 307
 ML0230  PID         -  ML0230
 ML0230  STATE/COUNTY-  NE/NANCE
 ML0230  COUNTRY     -  US
 ML0230  USGS QUAD   -  BELGRADE SE (2017)
 ML0230
 ML0230                         *CURRENT SURVEY CONTROL
 ML0230  ______________________________________________________________________
 ML0230* NAD 83(1986) POSITION- 41 18 29.     (N) 098 07 01.     (W)   SCALED
 ML0230* NAVD 88 ORTHO HEIGHT -   520.242 (meters)     1706.83  (feet) ADJUSTED
 ML0230  ______________________________________________________________________
 ML0230  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 ML0230  DYNAMIC HEIGHT  -        519.995 (meters)     1706.02  (feet) COMP
 ML0230  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 ML0230
 ML0230  VERT ORDER      -  SECOND    CLASS 0
 ML0230
 ML0230.The horizontal coordinates were scaled from a map and have
 ML0230.an estimated accuracy of +/- 6 seconds.
 ML0230
 ML0230.The orthometric height was determined by differential leveling and
 ML0230.adjusted by the NATIONAL GEODETIC SURVEY
 ML0230.in June 1991.
 ML0230
 ML0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0230.GEOID18 height accuracy estimate available here.
 ML0230
 ML0230.Click photographs - Photos may exist for this station.
 ML0230
 ML0230.The dynamic height is computed by dividing the NAVD 88
 ML0230.geopotential number by the normal gravity value computed on the
 ML0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0230.degrees latitude (g = 980.6199 gals.).
 ML0230
 ML0230.The modeled gravity was interpolated from observed gravity values.
 ML0230
 ML0230;                    North         East    Units  Estimated Accuracy
 ML0230;SPC NE       -   165,450.      657,630.      MT  (+/- 180 meters Scaled)
 ML0230
 ML0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL739733(NAD 83)
 ML0230
 ML0230                          SUPERSEDED SURVEY CONTROL
 ML0230
 ML0230  NGVD 29 (??/??/92)  520.018  (m)         1706.09   (f) ADJ UNCH    2 0
 ML0230
 ML0230.Superseded values are not recommended for survey control.
 ML0230
 ML0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0230.See file dsdata.pdf to determine how the superseded data were derived.
 ML0230
 ML0230_MARKER: DB = BENCH MARK DISK
 ML0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0230_SP_SET: CULVERT
 ML0230_STAMPING: G 307 1950
 ML0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0230
 ML0230  HISTORY     - Date     Condition        Report By
 ML0230  HISTORY     - 1950     MONUMENTED       CGS
 ML0230
 ML0230                          STATION DESCRIPTION
 ML0230
 ML0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0230'10.9 MI SW FROM FULLERTON.
 ML0230'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0230'FULLERTON, THENCE 9.7 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0230'ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD, 15 FEET SOUTH OF
 ML0230'THE CENTER LINE OF AN EAST AND WEST ROAD, 18 FEET EAST OF THE
 ML0230'CENTER LINE OF A NORTH AND SOUTH ROAD, 97 FEET SOUTHEAST OF
 ML0230'BENCH MARK 10-69 (U.S.B.R.), SET IN THE TOP OF THE NORTHEAST
 ML0230'END OF THE SOUTHEAST HEADWALL OF A CULVERT, 1.2 FEET SOUTHWEST
 ML0230'OF THE NORTHEAST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1580 ***********************************************************************
 MK1580  DESIGNATION -  G 308
 MK1580  PID         -  MK1580
 MK1580  STATE/COUNTY-  NE/NANCE
 MK1580  COUNTRY     -  US
 MK1580  USGS QUAD   -  FULLERTON NE (2017)
 MK1580
 MK1580                         *CURRENT SURVEY CONTROL
 MK1580  ______________________________________________________________________
 MK1580* NAD 83(1986) POSITION- 41 24 55.     (N) 097 46 56.     (W)   SCALED
 MK1580* NAVD 88 ORTHO HEIGHT -   478.503 (meters)     1569.89  (feet) ADJUSTED
 MK1580  ______________________________________________________________________
 MK1580  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 MK1580  DYNAMIC HEIGHT  -        478.280 (meters)     1569.16  (feet) COMP
 MK1580  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 MK1580
 MK1580  VERT ORDER      -  SECOND    CLASS 0
 MK1580
 MK1580.The horizontal coordinates were scaled from a map and have
 MK1580.an estimated accuracy of +/- 6 seconds.
 MK1580
 MK1580.The orthometric height was determined by differential leveling and
 MK1580.adjusted by the NATIONAL GEODETIC SURVEY
 MK1580.in June 1991.
 MK1580
 MK1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1580.GEOID18 height accuracy estimate available here.
 MK1580
 MK1580.Click photographs - Photos may exist for this station.
 MK1580
 MK1580.The dynamic height is computed by dividing the NAVD 88
 MK1580.geopotential number by the normal gravity value computed on the
 MK1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1580.degrees latitude (g = 980.6199 gals.).
 MK1580
 MK1580.The modeled gravity was interpolated from observed gravity values.
 MK1580
 MK1580;                    North         East    Units  Estimated Accuracy
 MK1580;SPC NE       -   178,010.      685,330.      MT  (+/- 180 meters Scaled)
 MK1580
 MK1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL017855(NAD 83)
 MK1580
 MK1580                          SUPERSEDED SURVEY CONTROL
 MK1580
 MK1580  NGVD 29 (??/??/92)  478.292  (m)         1569.20   (f) ADJ UNCH    2 0
 MK1580
 MK1580.Superseded values are not recommended for survey control.
 MK1580
 MK1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1580.See file dsdata.pdf to determine how the superseded data were derived.
 MK1580
 MK1580_MARKER: DB = BENCH MARK DISK
 MK1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1580_STAMPING: G 308 1950
 MK1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1580+STABILITY: SURFACE MOTION
 MK1580
 MK1580  HISTORY     - Date     Condition        Report By
 MK1580  HISTORY     - 1950     MONUMENTED       CGS
 MK1580
 MK1580                          STATION DESCRIPTION
 MK1580
 MK1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1580'4 MI SW FROM GENOA.
 MK1580'3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1580'AT GENOA, BETWEEN THE HIGHWAY AND THE UNION PACIFIC RAILROAD, AT
 MK1580'A ROAD JUNCTION, 43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK1580'RAILROAD, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1580'8 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY
 MK1580'LEADING NORTH, 7 FEET EAST OF A TELEPHONE POLE, 7 FEET NORTHWEST
 MK1580'OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET
 MK1580'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK1580'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1409 ***********************************************************************
 MK1409  DESIGNATION -  G 309
 MK1409  PID         -  MK1409
 MK1409  STATE/COUNTY-  NE/NANCE
 MK1409  COUNTRY     -  US
 MK1409  USGS QUAD   -  FULLERTON NE (2017)
 MK1409
 MK1409                         *CURRENT SURVEY CONTROL
 MK1409  ______________________________________________________________________
 MK1409* NAD 83(1986) POSITION- 41 29 54.     (N) 097 47 11.     (W)   SCALED
 MK1409* NAVD 88 ORTHO HEIGHT -   491.000 (meters)     1610.89  (feet) ADJUSTED
 MK1409  ______________________________________________________________________
 MK1409  GEOID HEIGHT    -        -24.921 (meters)                     GEOID18
 MK1409  DYNAMIC HEIGHT  -        490.774 (meters)     1610.15  (feet) COMP
 MK1409  MODELED GRAVITY -    980,148.1   (mgal)                       NAVD 88
 MK1409
 MK1409  VERT ORDER      -  SECOND    CLASS 0
 MK1409
 MK1409.The horizontal coordinates were scaled from a map and have
 MK1409.an estimated accuracy of +/- 6 seconds.
 MK1409
 MK1409.The orthometric height was determined by differential leveling and
 MK1409.adjusted by the NATIONAL GEODETIC SURVEY
 MK1409.in June 1991.
 MK1409
 MK1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1409.GEOID18 height accuracy estimate available here.
 MK1409
 MK1409.Click photographs - Photos may exist for this station.
 MK1409
 MK1409.The dynamic height is computed by dividing the NAVD 88
 MK1409.geopotential number by the normal gravity value computed on the
 MK1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1409.degrees latitude (g = 980.6199 gals.).
 MK1409
 MK1409.The modeled gravity was interpolated from observed gravity values.
 MK1409
 MK1409;                    North         East    Units  Estimated Accuracy
 MK1409;SPC NE       -   187,220.      684,750.      MT  (+/- 180 meters Scaled)
 MK1409
 MK1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL012947(NAD 83)
 MK1409
 MK1409                          SUPERSEDED SURVEY CONTROL
 MK1409
 MK1409  NGVD 29 (??/??/92)  490.790  (m)         1610.20   (f) ADJ UNCH    2 0
 MK1409
 MK1409.Superseded values are not recommended for survey control.
 MK1409
 MK1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1409.See file dsdata.pdf to determine how the superseded data were derived.
 MK1409
 MK1409_MARKER: DB = BENCH MARK DISK
 MK1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1409_STAMPING: G 309 1950
 MK1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1409+STABILITY: SURFACE MOTION
 MK1409
 MK1409  HISTORY     - Date     Condition        Report By
 MK1409  HISTORY     - 1950     MONUMENTED       CGS
 MK1409  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 MK1409  HISTORY     - 20091201 MARK NOT FOUND   NEDR
 MK1409
 MK1409                          STATION DESCRIPTION
 MK1409
 MK1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1409'4.8 MI NW FROM GENOA.
 MK1409'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1409'GENOA, THENCE 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 39, 0.2
 MK1409'MILE SOUTHEAST OF A WHITE TWO STORY FARMHOUSE WHICH IS ON THE
 MK1409'NORTHEAST SIDE OF THE HIGHWAY, AT THE NORTHWEST END OF A LONG
 MK1409'FILL, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MK1409'2 FEET EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WITNESS
 MK1409'POST, 1 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK1409'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1409
 MK1409                          STATION RECOVERY (2009)
 MK1409
 MK1409'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1409'MARK NOT FOUND.
 MK1409
 MK1409                          STATION RECOVERY (2009)
 MK1409
 MK1409'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0234 ***********************************************************************
 MM0234  DESIGNATION -  G 31
 MM0234  PID         -  MM0234
 MM0234  STATE/COUNTY-  NE/KEITH
 MM0234  COUNTRY     -  US
 MM0234  USGS QUAD   -  MARTIN (2017)
 MM0234
 MM0234                         *CURRENT SURVEY CONTROL
 MM0234  ______________________________________________________________________
 MM0234* NAD 83(1986) POSITION- 41 18 30.     (N) 101 43 49.     (W)   SCALED
 MM0234* NAVD 88 ORTHO HEIGHT -  1048.628 (meters)     3440.37  (feet) ADJUSTED
 MM0234  ______________________________________________________________________
 MM0234  GEOID HEIGHT    -        -20.646 (meters)                     GEOID18
 MM0234  DYNAMIC HEIGHT  -       1047.992 (meters)     3438.29  (feet) COMP
 MM0234  MODELED GRAVITY -    979,980.7   (mgal)                       NAVD 88
 MM0234
 MM0234  VERT ORDER      -  SECOND    CLASS 0
 MM0234
 MM0234.The horizontal coordinates were scaled from a map and have
 MM0234.an estimated accuracy of +/- 6 seconds.
 MM0234
 MM0234.The orthometric height was determined by differential leveling and
 MM0234.adjusted by the NATIONAL GEODETIC SURVEY
 MM0234.in June 1991.
 MM0234
 MM0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0234.GEOID18 height accuracy estimate available here.
 MM0234
 MM0234.Click photographs - Photos may exist for this station.
 MM0234
 MM0234.The dynamic height is computed by dividing the NAVD 88
 MM0234.geopotential number by the normal gravity value computed on the
 MM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0234.degrees latitude (g = 980.6199 gals.).
 MM0234
 MM0234.The modeled gravity was interpolated from observed gravity values.
 MM0234
 MM0234;                    North         East    Units  Estimated Accuracy
 MM0234;SPC NE       -   165,210.      355,160.      MT  (+/- 180 meters Scaled)
 MM0234
 MM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL714765(NAD 83)
 MM0234
 MM0234                          SUPERSEDED SURVEY CONTROL
 MM0234
 MM0234  NGVD 29 (??/??/92) 1048.187  (m)         3438.93   (f) ADJ UNCH    2 0
 MM0234
 MM0234.Superseded values are not recommended for survey control.
 MM0234
 MM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0234.See file dsdata.pdf to determine how the superseded data were derived.
 MM0234
 MM0234_MARKER: DB = BENCH MARK DISK
 MM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0234_STAMPING: G 31 1934
 MM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0234+STABILITY: SURFACE MOTION
 MM0234
 MM0234  HISTORY     - Date     Condition        Report By
 MM0234  HISTORY     - 1934     MONUMENTED       CGS
 MM0234  HISTORY     - 1941     GOOD             LOCENG
 MM0234  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0234
 MM0234                          STATION DESCRIPTION
 MM0234
 MM0234'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 MM0234'12.3 MI N FROM OGALLALA.
 MM0234'12.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM OGALLALA, KEITH
 MM0234'COUNTY, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 MM0234'T-ANGLE JUNCTION OF A SIDE FENCE, 7 FEET WEST OF THE RIGHT-OF-WAY
 MM0234'FENCE, AND 9 FEET SOUTH OF THE SIDE FENCE.  A STANDARD DISK,
 MM0234'STAMPED G 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0234'NOTE-- HIGHWAY 61 HAS BEEN RELOCATED SO AS TO PASS AROUND KINGSLEY
 MM0234'DAM.  THE MARK IS NOW ABOUT 6 MILES FARTHER FROM OGALLALA THAN
 MM0234'BY THE OLD ROAD.
 MM0234
 MM0234                          STATION RECOVERY (1971)
 MM0234
 MM0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0123 ***********************************************************************
 ML0123  DESIGNATION -  G 310
 ML0123  PID         -  ML0123
 ML0123  STATE/COUNTY-  NE/WHEELER
 ML0123  COUNTRY     -  US
 ML0123  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0123
 ML0123                         *CURRENT SURVEY CONTROL
 ML0123  ______________________________________________________________________
 ML0123* NAD 83(1986) POSITION- 41 45 18.     (N) 098 28 10.     (W)   SCALED
 ML0123* NAVD 88 ORTHO HEIGHT -   620.283 (meters)     2035.05  (feet) ADJUSTED
 ML0123  ______________________________________________________________________
 ML0123  GEOID HEIGHT    -        -24.372 (meters)                     GEOID18
 ML0123  DYNAMIC HEIGHT  -        619.992 (meters)     2034.09  (feet) COMP
 ML0123  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 ML0123
 ML0123  VERT ORDER      -  SECOND    CLASS 0
 ML0123
 ML0123.The horizontal coordinates were scaled from a map and have
 ML0123.an estimated accuracy of +/- 6 seconds.
 ML0123
 ML0123.The orthometric height was determined by differential leveling and
 ML0123.adjusted by the NATIONAL GEODETIC SURVEY
 ML0123.in June 1991.
 ML0123
 ML0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0123.GEOID18 height accuracy estimate available here.
 ML0123
 ML0123.Click photographs - Photos may exist for this station.
 ML0123
 ML0123.The dynamic height is computed by dividing the NAVD 88
 ML0123.geopotential number by the normal gravity value computed on the
 ML0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0123.degrees latitude (g = 980.6199 gals.).
 ML0123
 ML0123.The modeled gravity was interpolated from observed gravity values.
 ML0123
 ML0123;                    North         East    Units  Estimated Accuracy
 ML0123;SPC NE       -   214,480.      627,240.      MT  (+/- 180 meters Scaled)
 ML0123
 ML0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM441227(NAD 83)
 ML0123
 ML0123                          SUPERSEDED SURVEY CONTROL
 ML0123
 ML0123  NGVD 29 (??/??/92)  620.043  (m)         2034.26   (f) ADJ UNCH    2 0
 ML0123
 ML0123.Superseded values are not recommended for survey control.
 ML0123
 ML0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0123.See file dsdata.pdf to determine how the superseded data were derived.
 ML0123
 ML0123_MARKER: DB = BENCH MARK DISK
 ML0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0123_STAMPING: G 310 1950
 ML0123_MARK LOGO: CGS
 ML0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0123+STABILITY: SURFACE MOTION
 ML0123
 ML0123  HISTORY     - Date     Condition        Report By
 ML0123  HISTORY     - 1950     MONUMENTED       CGS
 ML0123
 ML0123                          STATION DESCRIPTION
 ML0123
 ML0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0123'9.3 MI NW FROM SPALDING.
 ML0123'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 ML0123'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE NORTH
 ML0123'ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG A SAND
 ML0123'ROAD, THENCE 1.0 MILE NORTH ALONG A SAND ROAD, IN THE NORTHWEST
 ML0123'CORNER OF SECTION 34, TOWNSHIP 21 N., RANGE 10 W., AT A
 ML0123'ROAD INTERSECTION, 58 FEET EAST OF THE CENTER LINE OF A NORTH
 ML0123'AND SOUTH ROAD, 46 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0123'AND WEST ROAD, 4 FEET NORTH OF TELEPHONE POLE 3, 4.5 FEET NORTHWEST
 ML0123'OF A FENCE CORNER, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN
 ML0123'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 ML0123'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1671 ***********************************************************************
 MK1671  DESIGNATION -  G 311
 MK1671  PID         -  MK1671
 MK1671  STATE/COUNTY-  NE/BOONE
 MK1671  COUNTRY     -  US
 MK1671  USGS QUAD   -  CLOSTER SE (2017)
 MK1671
 MK1671                         *CURRENT SURVEY CONTROL
 MK1671  ______________________________________________________________________
 MK1671* NAD 83(1986) POSITION- 41 48 52.     (N) 097 50 00.     (W)   SCALED
 MK1671* NAVD 88 ORTHO HEIGHT -   544.255 (meters)     1785.61  (feet) ADJUSTED
 MK1671  ______________________________________________________________________
 MK1671  GEOID HEIGHT    -        -24.378 (meters)                     GEOID18
 MK1671  DYNAMIC HEIGHT  -        544.030 (meters)     1784.87  (feet) COMP
 MK1671  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 MK1671
 MK1671  VERT ORDER      -  SECOND    CLASS 0
 MK1671
 MK1671.The horizontal coordinates were scaled from a map and have
 MK1671.an estimated accuracy of +/- 6 seconds.
 MK1671
 MK1671.The orthometric height was determined by differential leveling and
 MK1671.adjusted by the NATIONAL GEODETIC SURVEY
 MK1671.in June 1991.
 MK1671
 MK1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1671.GEOID18 height accuracy estimate available here.
 MK1671
 MK1671.Click photographs - Photos may exist for this station.
 MK1671
 MK1671.The dynamic height is computed by dividing the NAVD 88
 MK1671.geopotential number by the normal gravity value computed on the
 MK1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1671.degrees latitude (g = 980.6199 gals.).
 MK1671
 MK1671.The modeled gravity was interpolated from observed gravity values.
 MK1671
 MK1671;                    North         East    Units  Estimated Accuracy
 MK1671;SPC NE       -   222,210.      679,950.      MT  (+/- 180 meters Scaled)
 MK1671
 MK1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969298(NAD 83)
 MK1671
 MK1671                          SUPERSEDED SURVEY CONTROL
 MK1671
 MK1671  NGVD 29 (??/??/92)  544.049  (m)         1784.93   (f) ADJ UNCH    2 0
 MK1671
 MK1671.Superseded values are not recommended for survey control.
 MK1671
 MK1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1671.See file dsdata.pdf to determine how the superseded data were derived.
 MK1671
 MK1671_MARKER: DB = BENCH MARK DISK
 MK1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1671_STAMPING: G 311 1950
 MK1671_MARK LOGO: CGS
 MK1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1671+STABILITY: SURFACE MOTION
 MK1671
 MK1671  HISTORY     - Date     Condition        Report By
 MK1671  HISTORY     - 1950     MONUMENTED       CGS
 MK1671  HISTORY     - 1989     GOOD             LOCSUR
 MK1671
 MK1671                          STATION DESCRIPTION
 MK1671
 MK1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1671'7.5 MI NW FROM NEWMAN GROVE.
 MK1671'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1671'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 4.5 MILES NORTH ALONG A
 MK1671'GRAVELED ROAD, AT A ROAD INTERSECTION, 62 FEET WEST OF THE CENTER
 MK1671'LINE OF A NORTH AND SOUTH ROAD, 25 FEET WEST OF A POWER POLE WHICH
 MK1671'IS AT A FENCE CORNER, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1671'AND WEST ROAD, 0.9 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 MK1671'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1671'0.3 FOOT ABOVE THE GROUND.
 MK1671
 MK1671                          STATION RECOVERY (1989)
 MK1671
 MK1671'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1689 ***********************************************************************
 MK1689  DESIGNATION -  G 312
 MK1689  PID         -  MK1689
 MK1689  STATE/COUNTY-  NE/BOONE
 MK1689  COUNTRY     -  US
 MK1689  USGS QUAD   -  CLOSTER SW (2017)
 MK1689
 MK1689                         *CURRENT SURVEY CONTROL
 MK1689  ______________________________________________________________________
 MK1689* NAD 83(1986) POSITION- 41 51 01.34   (N) 097 59 16.33   (W)   HD_HELD1
 MK1689* NAVD 88 ORTHO HEIGHT -   608.287 (meters)     1995.69  (feet) ADJUSTED
 MK1689  ______________________________________________________________________
 MK1689  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 MK1689  DYNAMIC HEIGHT  -        608.023 (meters)     1994.82  (feet) COMP
 MK1689  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 MK1689
 MK1689  VERT ORDER      -  SECOND    CLASS 0
 MK1689
 MK1689.The horizontal coordinates were determined by differentially corrected
 MK1689.hand held GPS observations or other comparable positioning techniques
 MK1689.and have an estimated accuracy of +/- 3 meters.
 MK1689
 MK1689.The orthometric height was determined by differential leveling and
 MK1689.adjusted by the NATIONAL GEODETIC SURVEY
 MK1689.in June 1991.
 MK1689
 MK1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1689.GEOID18 height accuracy estimate available here.
 MK1689
 MK1689.Click photographs - Photos may exist for this station.
 MK1689
 MK1689.The dynamic height is computed by dividing the NAVD 88
 MK1689.geopotential number by the normal gravity value computed on the
 MK1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1689.degrees latitude (g = 980.6199 gals.).
 MK1689
 MK1689.The modeled gravity was interpolated from observed gravity values.
 MK1689
 MK1689;                    North         East    Units  Estimated Accuracy
 MK1689;SPC NE       -   225,887.5     667,027.4     MT  (+/- 3 meters HH1 GPS) 
 MK1689
 MK1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8401833658(NAD 83)
 MK1689
 MK1689                          SUPERSEDED SURVEY CONTROL
 MK1689
 MK1689  NGVD 29 (??/??/92)  608.062  (m)         1994.95   (f) ADJ UNCH    2 0
 MK1689
 MK1689.Superseded values are not recommended for survey control.
 MK1689
 MK1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1689.See file dsdata.pdf to determine how the superseded data were derived.
 MK1689
 MK1689_MARKER: DB = BENCH MARK DISK
 MK1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1689_STAMPING: G 312 1950
 MK1689_MARK LOGO: CGS
 MK1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1689+STABILITY: SURFACE MOTION
 MK1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1689+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 MK1689
 MK1689  HISTORY     - Date     Condition        Report By
 MK1689  HISTORY     - 1950     MONUMENTED       CGS
 MK1689  HISTORY     - 1990     GOOD             LOCSUR
 MK1689  HISTORY     - 20100819 GOOD             JEOCON
 MK1689  HISTORY     - 20121031 GOOD             GCT
 MK1689
 MK1689                          STATION DESCRIPTION
 MK1689
 MK1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1689'5.2 MI E FROM PETERSBURG.
 MK1689'0.3 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE WATER TOWER AT
 MK1689'PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD, AT A
 MK1689'T ROAD JUNCTION, 237 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK1689'GRAVELED ROAD, 57 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 MK1689'LEADING WEST, 40 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1689'ROAD, 8 FEET NORTHWEST OF A FENCE CORNER, 23 FEET SOUTHEAST OF
 MK1689'THE CENTER OF A GATE, 1 FOOT NORTHEAST OF A FENCE, 3 FEET SOUTHEAST
 MK1689'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1689'0.3 FOOT ABOVE THE GROUND.
 MK1689
 MK1689                          STATION RECOVERY (1990)
 MK1689
 MK1689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (MD)
 MK1689'RECOVERED IN GOOD CONDITION.
 MK1689
 MK1689                          STATION RECOVERY (2010)
 MK1689
 MK1689'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 MK1689'RECOVERED IN GOOD CONDITION.
 MK1689
 MK1689                          STATION RECOVERY (2012)
 MK1689
 MK1689'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MK1689'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1312 ***********************************************************************
 NM1312  DESIGNATION -  G 313
 NM1312  PID         -  NM1312
 NM1312  STATE/COUNTY-  NE/ANTELOPE
 NM1312  COUNTRY     -  US
 NM1312  USGS QUAD   -  OAKDALE (2017)
 NM1312
 NM1312                         *CURRENT SURVEY CONTROL
 NM1312  ______________________________________________________________________
 NM1312* NAD 83(1986) POSITION- 42 03 52.     (N) 097 56 27.     (W)   SCALED
 NM1312* NAVD 88 ORTHO HEIGHT -   520.929 (meters)     1709.08  (feet) ADJUSTED
 NM1312  ______________________________________________________________________
 NM1312  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 NM1312  DYNAMIC HEIGHT  -        520.721 (meters)     1708.40  (feet) COMP
 NM1312  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 NM1312
 NM1312  VERT ORDER      -  SECOND    CLASS 0
 NM1312
 NM1312.The horizontal coordinates were scaled from a map and have
 NM1312.an estimated accuracy of +/- 6 seconds.
 NM1312
 NM1312.The orthometric height was determined by differential leveling and
 NM1312.adjusted by the NATIONAL GEODETIC SURVEY
 NM1312.in June 1991.
 NM1312
 NM1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1312.GEOID18 height accuracy estimate available here.
 NM1312
 NM1312.Click photographs - Photos may exist for this station.
 NM1312
 NM1312.The dynamic height is computed by dividing the NAVD 88
 NM1312.geopotential number by the normal gravity value computed on the
 NM1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1312.degrees latitude (g = 980.6199 gals.).
 NM1312
 NM1312.The modeled gravity was interpolated from observed gravity values.
 NM1312
 NM1312;                    North         East    Units  Estimated Accuracy
 NM1312;SPC NE       -   249,740.      670,370.      MT  (+/- 180 meters Scaled)
 NM1312
 NM1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM876574(NAD 83)
 NM1312
 NM1312                          SUPERSEDED SURVEY CONTROL
 NM1312
 NM1312  NGVD 29 (??/??/92)  520.724  (m)         1708.41   (f) ADJ UNCH    2 0
 NM1312
 NM1312.Superseded values are not recommended for survey control.
 NM1312
 NM1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1312.See file dsdata.pdf to determine how the superseded data were derived.
 NM1312
 NM1312_MARKER: DB = BENCH MARK DISK
 NM1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1312_STAMPING: G 313 1950
 NM1312_MARK LOGO: CGS
 NM1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1312+STABILITY: SURFACE MOTION
 NM1312
 NM1312  HISTORY     - Date     Condition        Report By
 NM1312  HISTORY     - 1950     MONUMENTED       CGS
 NM1312  HISTORY     - 20130807 GOOD             JEOCON
 NM1312
 NM1312                          STATION DESCRIPTION
 NM1312
 NM1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1312'1.5 MI SE FROM OAKDALE.
 NM1312'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1312'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1312'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, ON THE OUTSIDE
 NM1312'OF A CURVE IN THE ROAD, 54 FEET NORTHEAST OF THE CENTER LINE OF
 NM1312'THE ROAD, 21 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST
 NM1312'OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 NM1312'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM1312
 NM1312                          STATION RECOVERY (2013)
 NM1312
 NM1312'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1312'REAL TIME NETWORK VRS-RTK OBSERVATION.
 NM1312'N42 03'52.10664''     W97 56'27.54078''
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0942 ***********************************************************************
 ML0942  DESIGNATION -  G 314
 ML0942  PID         -  ML0942
 ML0942  STATE/COUNTY-  NE/BLAINE
 ML0942  COUNTRY     -  US
 ML0942  USGS QUAD   -  BREWSTER NW (2017)
 ML0942
 ML0942                         *CURRENT SURVEY CONTROL
 ML0942  ______________________________________________________________________
 ML0942* NAD 83(1986) POSITION- 41 53 58.     (N) 099 55 01.     (W)   SCALED
 ML0942* NAVD 88 ORTHO HEIGHT -   786.963 (meters)     2581.89  (feet) ADJUSTED
 ML0942  ______________________________________________________________________
 ML0942  GEOID HEIGHT    -        -22.377 (meters)                     GEOID18
 ML0942  DYNAMIC HEIGHT  -        786.579 (meters)     2580.63  (feet) COMP
 ML0942  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 ML0942
 ML0942  VERT ORDER      -  SECOND    CLASS 0
 ML0942
 ML0942.The horizontal coordinates were scaled from a map and have
 ML0942.an estimated accuracy of +/- 6 seconds.
 ML0942
 ML0942.The orthometric height was determined by differential leveling and
 ML0942.adjusted by the NATIONAL GEODETIC SURVEY
 ML0942.in June 1991.
 ML0942
 ML0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0942.GEOID18 height accuracy estimate available here.
 ML0942
 ML0942.Click photographs - Photos may exist for this station.
 ML0942
 ML0942.The dynamic height is computed by dividing the NAVD 88
 ML0942.geopotential number by the normal gravity value computed on the
 ML0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0942.degrees latitude (g = 980.6199 gals.).
 ML0942
 ML0942.The modeled gravity was interpolated from observed gravity values.
 ML0942
 ML0942;                    North         East    Units  Estimated Accuracy
 ML0942;SPC NE       -   229,400.      506,890.      MT  (+/- 180 meters Scaled)
 ML0942
 ML0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM239390(NAD 83)
 ML0942
 ML0942                          SUPERSEDED SURVEY CONTROL
 ML0942
 ML0942  NGVD 29 (??/??/92)  786.679  (m)         2580.96   (f) ADJ UNCH    2 0
 ML0942
 ML0942.Superseded values are not recommended for survey control.
 ML0942
 ML0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0942.See file dsdata.pdf to determine how the superseded data were derived.
 ML0942
 ML0942_MARKER: DB = BENCH MARK DISK
 ML0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0942_STAMPING: G 314 1950
 ML0942_MARK LOGO: CGS
 ML0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0942+STABILITY: SURFACE MOTION
 ML0942
 ML0942  HISTORY     - Date     Condition        Report By
 ML0942  HISTORY     - 1950     MONUMENTED       CGS
 ML0942
 ML0942                          STATION DESCRIPTION
 ML0942
 ML0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0942'5 MI SW FROM BREWSTER.
 ML0942'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0942'AT BREWSTER, THENCE 1.55 MILES SOUTHEAST ALONG A SAND ROAD, 0.1
 ML0942'MILE NORTHEAST OF A WINDMILL, 42 FEET WEST OF THE CENTER OF A
 ML0942'GATE, 1.7 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS
 ML0942'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0942'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0606 ***********************************************************************
 LH0606  DESIGNATION -  G 315
 LH0606  PID         -  LH0606
 LH0606  STATE/COUNTY-  NE/DAWSON
 LH0606  COUNTRY     -  US
 LH0606  USGS QUAD   -  MILLER (2017)
 LH0606
 LH0606                         *CURRENT SURVEY CONTROL
 LH0606  ______________________________________________________________________
 LH0606* NAD 83(1986) POSITION- 40 56 40.     (N) 099 27 51.     (W)   SCALED
 LH0606* NAVD 88 ORTHO HEIGHT -   717.551 (meters)     2354.17  (feet) ADJUSTED
 LH0606  ______________________________________________________________________
 LH0606  GEOID HEIGHT    -        -23.733 (meters)                     GEOID18
 LH0606  DYNAMIC HEIGHT  -        717.149 (meters)     2352.85  (feet) COMP
 LH0606  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 LH0606
 LH0606  VERT ORDER      -  SECOND    CLASS 0
 LH0606
 LH0606.The horizontal coordinates were scaled from a map and have
 LH0606.an estimated accuracy of +/- 6 seconds.
 LH0606
 LH0606.The orthometric height was determined by differential leveling and
 LH0606.adjusted by the NATIONAL GEODETIC SURVEY
 LH0606.in June 1991.
 LH0606
 LH0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0606.GEOID18 height accuracy estimate available here.
 LH0606
 LH0606.Click photographs - Photos may exist for this station.
 LH0606
 LH0606.The dynamic height is computed by dividing the NAVD 88
 LH0606.geopotential number by the normal gravity value computed on the
 LH0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0606.degrees latitude (g = 980.6199 gals.).
 LH0606
 LH0606.The modeled gravity was interpolated from observed gravity values.
 LH0606
 LH0606;                    North         East    Units  Estimated Accuracy
 LH0606;SPC NE       -   123,500.      545,110.      MT  (+/- 180 meters Scaled)
 LH0606
 LH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML609326(NAD 83)
 LH0606
 LH0606                          SUPERSEDED SURVEY CONTROL
 LH0606
 LH0606  NGVD 29 (??/??/92)  717.289  (m)         2353.31   (f) ADJ UNCH    2 0
 LH0606
 LH0606.Superseded values are not recommended for survey control.
 LH0606
 LH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0606.See file dsdata.pdf to determine how the superseded data were derived.
 LH0606
 LH0606_MARKER: DB = BENCH MARK DISK
 LH0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0606_STAMPING: G 315 1950
 LH0606_MARK LOGO: CGS
 LH0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0606+STABILITY: SURFACE MOTION
 LH0606
 LH0606  HISTORY     - Date     Condition        Report By
 LH0606  HISTORY     - 1950     MONUMENTED       CGS
 LH0606  HISTORY     - 1961     MARK NOT FOUND   CGS
 LH0606
 LH0606                          STATION DESCRIPTION
 LH0606
 LH0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0606'3.9 MI W FROM MILLER.
 LH0606'3.9 MILES WEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0606'RAILROAD STATION AT MILLER, AT A ROAD INTERSECTION, 78 FEET SOUTH
 LH0606'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 LH0606'LINE OF A NORTH AND SOUTH ROAD, 1.5 FEET EAST OF A FENCE, 1.3
 LH0606'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0606'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0606
 LH0606                          STATION RECOVERY (1961)
 LH0606
 LH0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LH0606'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0826 ***********************************************************************
 ML0826  DESIGNATION -  G 316
 ML0826  PID         -  ML0826
 ML0826  STATE/COUNTY-  NE/DAWSON
 ML0826  COUNTRY     -  US
 ML0826  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0826
 ML0826                         *CURRENT SURVEY CONTROL
 ML0826  ______________________________________________________________________
 ML0826* NAD 83(1986) POSITION- 41 00 23.     (N) 099 44 19.     (W)   SCALED
 ML0826* NAVD 88 ORTHO HEIGHT -   777.450 (meters)     2550.68  (feet) ADJUSTED
 ML0826  ______________________________________________________________________
 ML0826  GEOID HEIGHT    -        -23.435 (meters)                     GEOID18
 ML0826  DYNAMIC HEIGHT  -        776.998 (meters)     2549.20  (feet) COMP
 ML0826  MODELED GRAVITY -    980,017.1   (mgal)                       NAVD 88
 ML0826
 ML0826  VERT ORDER      -  SECOND    CLASS 0
 ML0826
 ML0826.The horizontal coordinates were scaled from a map and have
 ML0826.an estimated accuracy of +/- 6 seconds.
 ML0826
 ML0826.The orthometric height was determined by differential leveling and
 ML0826.adjusted by the NATIONAL GEODETIC SURVEY
 ML0826.in June 1991.
 ML0826
 ML0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0826.GEOID18 height accuracy estimate available here.
 ML0826
 ML0826.Click photographs - Photos may exist for this station.
 ML0826
 ML0826.The dynamic height is computed by dividing the NAVD 88
 ML0826.geopotential number by the normal gravity value computed on the
 ML0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0826.degrees latitude (g = 980.6199 gals.).
 ML0826
 ML0826.The modeled gravity was interpolated from observed gravity values.
 ML0826
 ML0826;                    North         East    Units  Estimated Accuracy
 ML0826;SPC NE       -   130,270.      521,980.      MT  (+/- 180 meters Scaled)
 ML0826
 ML0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML378397(NAD 83)
 ML0826
 ML0826                          SUPERSEDED SURVEY CONTROL
 ML0826
 ML0826  NGVD 29 (??/??/92)  777.149  (m)         2549.70   (f) ADJ UNCH    2 0
 ML0826
 ML0826.Superseded values are not recommended for survey control.
 ML0826
 ML0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0826.See file dsdata.pdf to determine how the superseded data were derived.
 ML0826
 ML0826_MARKER: DB = BENCH MARK DISK
 ML0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0826_STAMPING: G 316 1950
 ML0826_MARK LOGO: CGS
 ML0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0826+STABILITY: SURFACE MOTION
 ML0826
 ML0826  HISTORY     - Date     Condition        Report By
 ML0826  HISTORY     - 1950     MONUMENTED       CGS
 ML0826
 ML0826                          STATION DESCRIPTION
 ML0826
 ML0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0826'7.2 MI SW FROM EDDYVILLE.
 ML0826'0.5 MILE SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 ML0826'AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED ROAD,
 ML0826'THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 4.05
 ML0826'MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE WILLIAM KNISPEL
 ML0826'FARM HOME, 100 FEET EAST OF THE SOUTHEAST CORNER OF THE
 ML0826'FARMHOUSE, 95 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 ML0826'SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST,
 ML0826'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0826'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0064 ***********************************************************************
 MM0064  DESIGNATION -  G 317
 MM0064  PID         -  MM0064
 MM0064  STATE/COUNTY-  NE/CUSTER
 MM0064  COUNTRY     -  US
 MM0064  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0064
 MM0064                         *CURRENT SURVEY CONTROL
 MM0064  ______________________________________________________________________
 MM0064* NAD 83(1986) POSITION- 41 22 55.     (N) 100 04 34.     (W)   SCALED
 MM0064* NAVD 88 ORTHO HEIGHT -   824.436 (meters)     2704.84  (feet) ADJUSTED
 MM0064  ______________________________________________________________________
 MM0064  GEOID HEIGHT    -        -22.256 (meters)                     GEOID18
 MM0064  DYNAMIC HEIGHT  -        823.985 (meters)     2703.36  (feet) COMP
 MM0064  MODELED GRAVITY -    980,048.7   (mgal)                       NAVD 88
 MM0064
 MM0064  VERT ORDER      -  SECOND    CLASS 0
 MM0064
 MM0064.The horizontal coordinates were scaled from a map and have
 MM0064.an estimated accuracy of +/- 6 seconds.
 MM0064
 MM0064.The orthometric height was determined by differential leveling and
 MM0064.adjusted by the NATIONAL GEODETIC SURVEY
 MM0064.in June 1991.
 MM0064
 MM0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0064.GEOID18 height accuracy estimate available here.
 MM0064
 MM0064.Click photographs - Photos may exist for this station.
 MM0064
 MM0064.The dynamic height is computed by dividing the NAVD 88
 MM0064.geopotential number by the normal gravity value computed on the
 MM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0064.degrees latitude (g = 980.6199 gals.).
 MM0064
 MM0064.The modeled gravity was interpolated from observed gravity values.
 MM0064
 MM0064;                    North         East    Units  Estimated Accuracy
 MM0064;SPC NE       -   171,940.      493,640.      MT  (+/- 180 meters Scaled)
 MM0064
 MM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML100817(NAD 83)
 MM0064
 MM0064                          SUPERSEDED SURVEY CONTROL
 MM0064
 MM0064  NGVD 29 (??/??/92)  824.182  (m)         2704.00   (f) ADJ UNCH    2 0
 MM0064
 MM0064.Superseded values are not recommended for survey control.
 MM0064
 MM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0064.See file dsdata.pdf to determine how the superseded data were derived.
 MM0064
 MM0064_MARKER: DB = BENCH MARK DISK
 MM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0064_STAMPING: G 317 1950
 MM0064_MARK LOGO: CGS
 MM0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0064+STABILITY: SURFACE MOTION
 MM0064
 MM0064  HISTORY     - Date     Condition        Report By
 MM0064  HISTORY     - 1950     MONUMENTED       CGS
 MM0064  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0064
 MM0064                          STATION DESCRIPTION
 MM0064
 MM0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0064'8 MI SE FROM ARNOLD.
 MM0064'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0064'THE UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0064'SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0064'GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD,
 MM0064'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, 0.2 MILE WEST OF A
 MM0064'JUNCTION WITH A FARM ROAD LEADING SOUTH, 123 FEET SOUTHWEST OF THE
 MM0064'CENTER LINE OF THE GRAVELED ROAD, ON THE OUTSIDE OF A CURVE IN
 MM0064'THE ROAD, ON THE SOUTHEAST SLOPE OF A HILL, 20 FEET WEST OF A
 MM0064'NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A FENCE LEADING WEST,
 MM0064'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MM0064'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- HWY HAS BEEN
 MM0064'RELOCATED AND A NEW RD. BUILT.
 MM0064
 MM0064                          STATION RECOVERY (1972)
 MM0064
 MM0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0810 ***********************************************************************
 ML0810  DESIGNATION -  G 318
 ML0810  PID         -  ML0810
 ML0810  STATE/COUNTY-  NE/CUSTER
 ML0810  COUNTRY     -  US
 ML0810  USGS QUAD   -  CALLAWAY NW (2017)
 ML0810
 ML0810                         *CURRENT SURVEY CONTROL
 ML0810  ______________________________________________________________________
 ML0810* NAD 83(1986) POSITION- 41 23 54.     (N) 099 54 59.     (W)   SCALED
 ML0810* NAVD 88 ORTHO HEIGHT -   823.042 (meters)     2700.26  (feet) ADJUSTED
 ML0810  ______________________________________________________________________
 ML0810  GEOID HEIGHT    -        -22.416 (meters)                     GEOID18
 ML0810  DYNAMIC HEIGHT  -        822.595 (meters)     2698.80  (feet) COMP
 ML0810  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 ML0810
 ML0810  VERT ORDER      -  SECOND    CLASS 0
 ML0810
 ML0810.The horizontal coordinates were scaled from a map and have
 ML0810.an estimated accuracy of +/- 6 seconds.
 ML0810
 ML0810.The orthometric height was determined by differential leveling and
 ML0810.adjusted by the NATIONAL GEODETIC SURVEY
 ML0810.in June 1991.
 ML0810
 ML0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0810.GEOID18 height accuracy estimate available here.
 ML0810
 ML0810.Click photographs - Photos may exist for this station.
 ML0810
 ML0810.The dynamic height is computed by dividing the NAVD 88
 ML0810.geopotential number by the normal gravity value computed on the
 ML0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0810.degrees latitude (g = 980.6199 gals.).
 ML0810
 ML0810.The modeled gravity was interpolated from observed gravity values.
 ML0810
 ML0810;                    North         East    Units  Estimated Accuracy
 ML0810;SPC NE       -   173,760.      506,990.      MT  (+/- 180 meters Scaled)
 ML0810
 ML0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML233833(NAD 83)
 ML0810
 ML0810                          SUPERSEDED SURVEY CONTROL
 ML0810
 ML0810  NGVD 29 (??/??/92)  822.794  (m)         2699.45   (f) ADJ UNCH    2 0
 ML0810
 ML0810.Superseded values are not recommended for survey control.
 ML0810
 ML0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0810.See file dsdata.pdf to determine how the superseded data were derived.
 ML0810
 ML0810_MARKER: DB = BENCH MARK DISK
 ML0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0810_STAMPING: G 318 1950
 ML0810_MARK LOGO: CGS
 ML0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0810+STABILITY: SURFACE MOTION
 ML0810
 ML0810  HISTORY     - Date     Condition        Report By
 ML0810  HISTORY     - 1950     MONUMENTED       CGS
 ML0810
 ML0810                          STATION DESCRIPTION
 ML0810
 ML0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0810'8.6 MI NW FROM CALLAWAY.
 ML0810'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0810'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES
 ML0810'NORTH ALONG A GRAVELED ROAD, THENCE 3.7 MILES NORTH ALONG A
 ML0810'WINDING DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE
 ML0810'2.8 MILES NORTH ALONG A DIRT ROAD, AT A ROAD JUNCTION WITH A
 ML0810'DIRT ROAD LEADING NORTHEAST, ON THE CREST OF A SMALL KNOLL,
 ML0810'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.0 FEET NORTH OF
 ML0810'THE ROAD RIGHT OF WAY FENCE, 1.2 FEET SOUTH OF A REFERENCE POST,
 ML0810'AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT
 ML0810'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0960 ***********************************************************************
 ML0960  DESIGNATION -  G 319
 ML0960  PID         -  ML0960
 ML0960  STATE/COUNTY-  NE/BLAINE
 ML0960  COUNTRY     -  US
 ML0960  USGS QUAD   -  ALMERIA SW (2017)
 ML0960
 ML0960                         *CURRENT SURVEY CONTROL
 ML0960  ______________________________________________________________________
 ML0960* NAD 83(1986) POSITION- 41 45 22.     (N) 099 43 28.     (W)   SCALED
 ML0960* NAVD 88 ORTHO HEIGHT -   816.145 (meters)     2677.64  (feet) ADJUSTED
 ML0960  ______________________________________________________________________
 ML0960  GEOID HEIGHT    -        -22.561 (meters)                     GEOID18
 ML0960  DYNAMIC HEIGHT  -        815.734 (meters)     2676.29  (feet) COMP
 ML0960  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 ML0960
 ML0960  VERT ORDER      -  SECOND    CLASS 0
 ML0960
 ML0960.The horizontal coordinates were scaled from a map and have
 ML0960.an estimated accuracy of +/- 6 seconds.
 ML0960
 ML0960.The orthometric height was determined by differential leveling and
 ML0960.adjusted by the NATIONAL GEODETIC SURVEY
 ML0960.in June 1991.
 ML0960
 ML0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0960.GEOID18 height accuracy estimate available here.
 ML0960
 ML0960.Click photographs - Photos may exist for this station.
 ML0960
 ML0960.The dynamic height is computed by dividing the NAVD 88
 ML0960.geopotential number by the normal gravity value computed on the
 ML0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0960.degrees latitude (g = 980.6199 gals.).
 ML0960
 ML0960.The modeled gravity was interpolated from observed gravity values.
 ML0960
 ML0960;                    North         East    Units  Estimated Accuracy
 ML0960;SPC NE       -   213,510.      522,910.      MT  (+/- 180 meters Scaled)
 ML0960
 ML0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM397229(NAD 83)
 ML0960
 ML0960                          SUPERSEDED SURVEY CONTROL
 ML0960
 ML0960  NGVD 29 (??/??/92)  815.864  (m)         2676.71   (f) ADJ UNCH    2 0
 ML0960
 ML0960.Superseded values are not recommended for survey control.
 ML0960
 ML0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0960.See file dsdata.pdf to determine how the superseded data were derived.
 ML0960
 ML0960_MARKER: DB = BENCH MARK DISK
 ML0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0960_STAMPING: G 319 1950
 ML0960_MARK LOGO: CGS
 ML0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0960+STABILITY: SURFACE MOTION
 ML0960
 ML0960  HISTORY     - Date     Condition        Report By
 ML0960  HISTORY     - 1950     MONUMENTED       CGS
 ML0960
 ML0960                          STATION DESCRIPTION
 ML0960
 ML0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0960'3 MI N FROM MILBURN.
 ML0960'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0960'MILBURN, THENCE 2.05 MILES NORTH ALONG A WINDING DIRT ROAD, 0.2
 ML0960'MILE SOUTH OF A RED BARN, 29 FEET EAST OF THE CENTER LINE OF THE
 ML0960'DIRT ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GROVE
 ML0960'OF SMALL COTTONWOOD TREES, 2 FEET WEST OF A NORTH AND SOUTH
 ML0960'FENCE, IN LINE WITH A FENCE LEADING EAST, 1.7 FEET SOUTH OF A
 ML0960'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0960'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0267 ***********************************************************************
 MM0267  DESIGNATION -  G 32
 MM0267  PID         -  MM0267
 MM0267  STATE/COUNTY-  NE/GRANT
 MM0267  COUNTRY     -  US
 MM0267  USGS QUAD   -  PRATT VALLEY (2017)
 MM0267
 MM0267                         *CURRENT SURVEY CONTROL
 MM0267  ______________________________________________________________________
 MM0267* NAD 83(1986) POSITION- 41 54 23.35   (N) 101 44 46.00   (W)   HD_HELD1
 MM0267* NAVD 88 ORTHO HEIGHT -  1132.120 (meters)     3714.30  (feet) ADJUSTED
 MM0267  ______________________________________________________________________
 MM0267  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 MM0267  DYNAMIC HEIGHT  -       1131.485 (meters)     3712.21  (feet) COMP
 MM0267  MODELED GRAVITY -    980,021.3   (mgal)                       NAVD 88
 MM0267
 MM0267  VERT ORDER      -  SECOND    CLASS 0
 MM0267
 MM0267.The horizontal coordinates were determined by differentially corrected
 MM0267.hand held GPS observations or other comparable positioning techniques
 MM0267.and have an estimated accuracy of +/- 3 meters.
 MM0267
 MM0267.The orthometric height was determined by differential leveling and
 MM0267.adjusted by the NATIONAL GEODETIC SURVEY
 MM0267.in June 1991.
 MM0267
 MM0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0267.GEOID18 height accuracy estimate available here.
 MM0267
 MM0267.Click photographs - Photos may exist for this station.
 MM0267
 MM0267.The dynamic height is computed by dividing the NAVD 88
 MM0267.geopotential number by the normal gravity value computed on the
 MM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0267.degrees latitude (g = 980.6199 gals.).
 MM0267
 MM0267.The modeled gravity was interpolated from observed gravity values.
 MM0267
 MM0267;                    North         East    Units  Estimated Accuracy
 MM0267;SPC NE       -   231,636.9     355,177.5     MT  (+/- 3 meters HH1 GPS) 
 MM0267
 MM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7223143040(NAD 83)
 MM0267
 MM0267                          SUPERSEDED SURVEY CONTROL
 MM0267
 MM0267  NGVD 29 (??/??/92) 1131.653  (m)         3712.76   (f) ADJ UNCH    2 0
 MM0267
 MM0267.Superseded values are not recommended for survey control.
 MM0267
 MM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0267.See file dsdata.pdf to determine how the superseded data were derived.
 MM0267
 MM0267_MARKER: DB = BENCH MARK DISK
 MM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0267_STAMPING: G 32 1934
 MM0267_MARK LOGO: CGS
 MM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0267+STABILITY: SURFACE MOTION
 MM0267
 MM0267  HISTORY     - Date     Condition        Report By
 MM0267  HISTORY     - 1934     MONUMENTED       CGS
 MM0267  HISTORY     - 1984     GOOD             USGS
 MM0267
 MM0267                          STATION DESCRIPTION
 MM0267
 MM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0267'9.1 MI SE FROM HAYANNIS.
 MM0267'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0267'COUNTY, 200 YARDS SOUTHEAST OF A LARGE LAKE, AND 75 FEET SOUTH
 MM0267'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0267'G 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0267
 MM0267                          STATION RECOVERY (1984)
 MM0267
 MM0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0267'HYANNIS, ABOUT 6.4 MILES SOUTH AND ABOUT 0.5 MILES EAST OF T. 22 N.,
 MM0267'R. 38 W., ABOUT 750 FEET SOUTH OF THE CENTER OF SECTION 5, 31 FEET
 MM0267'NORTH NORTHWEST ALONG POWER LINE AND 198 FEET EAST NORTHEAST
 MM0267'PERPENDICLAR TO POWER LINE FROM CENTER OF DOUBLE WOODEN POWER POLES
 MM0267'NUMBERED 01422 AND 04123.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0841 ***********************************************************************
 LH0841  DESIGNATION -  G 320
 LH0841  PID         -  LH0841
 LH0841  STATE/COUNTY-  NE/DAWSON
 LH0841  COUNTRY     -  US
 LH0841  USGS QUAD   -  BUFFALO (2017)
 LH0841
 LH0841                         *CURRENT SURVEY CONTROL
 LH0841  ______________________________________________________________________
 LH0841* NAD 83(1986) POSITION- 40 54 08.     (N) 099 50 45.     (W)   SCALED
 LH0841* NAVD 88 ORTHO HEIGHT -   759.913 (meters)     2493.15  (feet) ADJUSTED
 LH0841  ______________________________________________________________________
 LH0841  GEOID HEIGHT    -        -23.473 (meters)                     GEOID18
 LH0841  DYNAMIC HEIGHT  -        759.471 (meters)     2491.70  (feet) COMP
 LH0841  MODELED GRAVITY -    980,017.8   (mgal)                       NAVD 88
 LH0841
 LH0841  VERT ORDER      -  SECOND    CLASS 0
 LH0841
 LH0841.The horizontal coordinates were scaled from a map and have
 LH0841.an estimated accuracy of +/- 6 seconds.
 LH0841
 LH0841.The orthometric height was determined by differential leveling and
 LH0841.adjusted by the NATIONAL GEODETIC SURVEY
 LH0841.in June 1991.
 LH0841
 LH0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0841.GEOID18 height accuracy estimate available here.
 LH0841
 LH0841.Click photographs - Photos may exist for this station.
 LH0841
 LH0841.The dynamic height is computed by dividing the NAVD 88
 LH0841.geopotential number by the normal gravity value computed on the
 LH0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0841.degrees latitude (g = 980.6199 gals.).
 LH0841
 LH0841.The modeled gravity was interpolated from observed gravity values.
 LH0841
 LH0841;                    North         East    Units  Estimated Accuracy
 LH0841;SPC NE       -   118,690.      512,990.      MT  (+/- 180 meters Scaled)
 LH0841
 LH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML287282(NAD 83)
 LH0841
 LH0841                          SUPERSEDED SURVEY CONTROL
 LH0841
 LH0841  NGVD 29 (??/??/92)  759.617  (m)         2492.18   (f) ADJ UNCH    2 0
 LH0841
 LH0841.Superseded values are not recommended for survey control.
 LH0841
 LH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0841.See file dsdata.pdf to determine how the superseded data were derived.
 LH0841
 LH0841_MARKER: DB = BENCH MARK DISK
 LH0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0841_STAMPING: G 320 1950
 LH0841_MARK LOGO: CGS
 LH0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0841+STABILITY: SURFACE MOTION
 LH0841
 LH0841  HISTORY     - Date     Condition        Report By
 LH0841  HISTORY     - 1950     MONUMENTED       CGS
 LH0841
 LH0841                          STATION DESCRIPTION
 LH0841
 LH0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0841'6.7 MI S FROM BUFFALO.
 LH0841'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0841'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE
 LH0841'6.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A CEMETERY, 235
 LH0841'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 31
 LH0841'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 11 FEET
 LH0841'EAST OF THE CENTER OF THE EAST GATE OF THE CEMETERY, 1.0 FOOT
 LH0841'SOUTH OF THE CEMETERY FENCE, SET IN THE TOP OF A CONCRETE POST
 LH0841'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0781 ***********************************************************************
 ML0781  CBN         -  This is a Cooperative Base Network Control Station.
 ML0781  DESIGNATION -  G 321
 ML0781  PID         -  ML0781
 ML0781  STATE/COUNTY-  NE/CUSTER
 ML0781  COUNTRY     -  US
 ML0781  USGS QUAD   -  OCONTO (2017)
 ML0781
 ML0781                         *CURRENT SURVEY CONTROL
 ML0781  ______________________________________________________________________
 ML0781* NAD 83(2011) POSITION- 41 09 02.46168(N) 099 46 41.63052(W)   ADJUSTED
 ML0781* NAD 83(2011) ELLIP HT-   764.046 (meters)        (06/27/12)   ADJUSTED
 ML0781* NAD 83(2011) EPOCH   -  2010.00
 ML0781* NAVD 88 ORTHO HEIGHT -   787.098 (meters)     2582.34  (feet) ADJUSTED
 ML0781  ______________________________________________________________________
 ML0781  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 ML0781  NAD 83(2011) X  -   -816,935.815 (meters)                     COMP
 ML0781  NAD 83(2011) Y  - -4,740,291.310 (meters)                     COMP
 ML0781  NAD 83(2011) Z  -  4,175,541.018 (meters)                     COMP
 ML0781  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 ML0781  DYNAMIC HEIGHT  -        786.660 (meters)     2580.90  (feet) COMP
 ML0781  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 ML0781
 ML0781  VERT ORDER      -  SECOND    CLASS 0
 ML0781
 ML0781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0781  Standards:
 ML0781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0781  -------------------------------------------------------------------
 ML0781  NETWORK    0.42   1.16           0.20   0.13   0.59     -0.01890195
 ML0781  -------------------------------------------------------------------
 ML0781  Click here for local accuracies and other accuracy information.
 ML0781
 ML0781.The horizontal coordinates were established by GPS observations
 ML0781.and adjusted by the National Geodetic Survey in June 2012.
 ML0781
 ML0781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0781.been affixed to the stable North American tectonic plate. See 
 ML0781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0781
 ML0781.The horizontal coordinates are valid at the epoch date displayed above
 ML0781.which is a decimal equivalence of Year/Month/Day.
 ML0781
 ML0781.The orthometric height was determined by differential leveling and
 ML0781.adjusted by the NATIONAL GEODETIC SURVEY
 ML0781.in June 1991.
 ML0781
 ML0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0781.GEOID18 height accuracy estimate available here.
 ML0781
 ML0781.Click photographs - Photos may exist for this station.
 ML0781
 ML0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0781
 ML0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0781
 ML0781.The ellipsoidal height was determined by GPS observations
 ML0781.and is referenced to NAD 83.
 ML0781
 ML0781.The dynamic height is computed by dividing the NAVD 88
 ML0781.geopotential number by the normal gravity value computed on the
 ML0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0781.degrees latitude (g = 980.6199 gals.).
 ML0781
 ML0781.The modeled gravity was interpolated from observed gravity values.
 ML0781
 ML0781. The following values were computed from the NAD 83(2011) position.
 ML0781
 ML0781;                    North         East     Units Scale Factor Converg.
 ML0781;SPC NE       -   146,283.789   518,610.022   MT  0.99967770   +0 08 49.1
 ML0781;SPC NE       -   479,932.73  1,701,473.05   sFT  0.99967770   +0 08 49.1
 ML0781;UTM  14      - 4,555,776.453   434,698.619   MT  0.99965248   -0 30 43.7
 ML0781
 ML0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0781!SPC NE       -   0.99988017  x   0.99967770  =   0.99955791
 ML0781!UTM  14      -   0.99988017  x   0.99965248  =   0.99953269
 ML0781
 ML0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3469855776(NAD 83)
 ML0781
 ML0781                          SUPERSEDED SURVEY CONTROL
 ML0781
 ML0781  NAD 83(2007)-  41 09 02.46161(N)    099 46 41.63114(W) AD(2002.00) 0
 ML0781  ELLIP H (02/10/07)  764.070  (m)                       GP(2002.00)    
 ML0781  ELLIP H (09/24/01)  764.046  (m)                       GP(       ) 4 1
 ML0781  NAD 83(1995)-  41 09 02.46131(N)    099 46 41.63061(W) AD(       ) B
 ML0781  ELLIP H (06/25/96)  764.106  (m)                       GP(       ) 1 1
 ML0781  NAD 83(1986)-  41 09 02.46779(N)    099 46 41.63418(W) AD(       ) 1
 ML0781  NAVD 88             787.10   (m)         2582.3    (f) LEVELING    3  
 ML0781  NGVD 29 (??/??/92)  786.822  (m)         2581.43   (f) ADJ UNCH    2 0
 ML0781  NGVD 29 (02/23/90)  787.     (m)  RAPSU86  model used  GPS OBS        
 ML0781
 ML0781.Superseded values are not recommended for survey control.
 ML0781
 ML0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0781.See file dsdata.pdf to determine how the superseded data were derived.
 ML0781
 ML0781_MARKER: DB = BENCH MARK DISK
 ML0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0781_STAMPING: G 321 1950
 ML0781_MARK LOGO: CGS
 ML0781_PROJECTION: PROJECTING 9 CENTIMETERS
 ML0781_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0781+STABILITY: SURFACE MOTION
 ML0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0781+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2021
 ML0781
 ML0781  HISTORY     - Date     Condition        Report By
 ML0781  HISTORY     - 1950     MONUMENTED       CGS
 ML0781  HISTORY     - 1983     GOOD             LOCSUR
 ML0781  HISTORY     - 1985     GOOD             LOCSUR
 ML0781  HISTORY     - 19890518 GOOD             NGS
 ML0781  HISTORY     - 19950522 GOOD             NGS
 ML0781  HISTORY     - 20200403 GOOD             NEGS
 ML0781  HISTORY     - 20210527 GOOD             NEGS
 ML0781
 ML0781                          STATION DESCRIPTION
 ML0781
 ML0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0781'1 MI NW FROM OCONTO.
 ML0781'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0781'RAILROAD STATION AT OCONTO, 500 FEET NORTHWEST OF A SMALL BRIDGE,
 ML0781'39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 ML0781'SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD,
 ML0781'13.6 FEET NORTH OF A TELEPHONE POLE, 5.4 FEET NORTHEAST OF A
 ML0781'FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0781'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0781
 ML0781                          STATION RECOVERY (1983)
 ML0781
 ML0781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0781'RECOVERED IN GOOD CONDITION.
 ML0781
 ML0781                          STATION RECOVERY (1985)
 ML0781
 ML0781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0781'NOTE: WITNESS POST PLACED AT MARK.
 ML0781
 ML0781                          STATION RECOVERY (1989)
 ML0781
 ML0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0781'THE STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) NORTH OF LEXINGTON, 34
 ML0781'KM (21.15 MI) SOUTH-SOUTHWEST OF BROKEN BOW, 1.6 KM (1.00 MI) WEST OF
 ML0781'OCONTO, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 40.  OWNERSHIP--NE DEPT
 ML0781'OF ROADS.
 ML0781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 21 ON
 ML0781'THE SOUTH EDGE OF OCONTO, GO NORTHWEST ON STATE HIGHWAY 40 FOR 2.2 KM
 ML0781'(1.35 MI) TO THE STATION ON THE RIGHT, ABOUT 0.10 KM (0.05 MI)
 ML0781'SOUTHEAST OF A GRAVEL ROAD LEADING NORTH.
 ML0781'THE STATION MARK IS SET 17.0 M (55.8 FT) NORTHEAST OF THE HIGHWAY
 ML0781'CENTERLINE, 0.61 M (2.0 FT)  SOUTHEAST OF A 4 X 4 INCH POST, 0.15 M
 ML0781'(0.5 FT) WEST OF A CARSONITE WITNESS POST, ABOUT 0.9 M (3.0 FT) HIGHER
 ML0781'THAN THE HIGHWAY AND PROJECTS 3 CM ABOVE THE SURFACE.
 ML0781'DESCRIBED BY R.D.BALL.
 ML0781
 ML0781                          STATION RECOVERY (1995)
 ML0781
 ML0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0781'THE MARK IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTH-SOUTHWEST OF BROKEN
 ML0781'BOW, 1.0 MI (1.6 KM) WEST OF OCONTO, ON THE RIGHT-OF-WAY OF STATE
 ML0781'HIGHWAY 40 AND IN THE SW1/4, SEC30, T14N, R21W.  TO REACH THE MARK
 ML0781'FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 40 AT THE SOUTHEAST SIDE OF
 ML0781'OCONTO, GO NORTHWEST ON HIGHWAY 40 FOR 1.4 MI (2.3 KM) TO THE MARK ON
 ML0781'THE RIGHT, JUST BEFORE REACHING A SIDE ROAD ON THE RIGHT, WHICH LEADS
 ML0781'NORTH.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML0781'PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE GROUND.  IT IS 362.5 FT
 ML0781'(110.5 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 168.1
 ML0781'FT (51.2 M) NORTHWEST OF A BURIED CABLE JUNCTION BOX AND SUPPORT POLE,
 ML0781'56.0 FT (17.1 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FT (0.8
 ML0781'M) WEST OF A CARSONITE WITNESS POST, 2.0 FT (0.6 M) SOUTHEAST OF A
 ML0781'WOODEN WITNESS POST AND IS ABOUT 3.0 FT (0.9 M) HIGHER THAN THE
 ML0781'HIGHWAY.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 ML0781
 ML0781                          STATION RECOVERY (2020)
 ML0781
 ML0781'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 ML0781'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 21 AND NE. HIGHWAY 40,
 ML0781'SOUTH OF OCONTO, NE., GO NORTHWEST ON NE. HIGHWAY 40 APPROXIMATELY
 ML0781'1.38 MI (2.22 KM) TO MILE POST 37.38 AND THE MARK ON THE RIGHT
 ML0781'(NORTHEAST).  THE MARK IS 362.5 FT (110.5 M) SOUTHEAST OF THE
 ML0781'CENTERLINE OF A FARM DRIVE (NORTH), 168.1 FT (51.2 M) NORTHWEST OF A
 ML0781'BURIED CABLE JUNCTION BOX AND SUPPORT POLE, 56 FT (17.1 M) NORTH OF
 ML0781'THE CENTERLINE OF NE. HIGHWAY 40, 2.5 FT (0.8 M) WEST OF A CARSONITE
 ML0781'WITNESS POST, 2.0 FT (0.6 M) NORTH-NORTHEAST OF A FENCE ON TOP OF
 ML0781'BACKSLOPE, 16.0 FT (4.9 M) NORTH-NORTHWEST OF A NAIL IN THE TOP OF A
 ML0781'FENCE POST AND 18.0 FT (5.5 M) NORTH-NORTHEAST OF A NAIL IN THE TOP OF
 ML0781'A FENCE POST.
 ML0781
 ML0781                          STATION RECOVERY (2021)
 ML0781
 ML0781'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0533 ***********************************************************************
 LH0533  DESIGNATION -  G 322 RESET
 LH0533  PID         -  LH0533
 LH0533  STATE/COUNTY-  NE/BUFFALO
 LH0533  COUNTRY     -  US
 LH0533  USGS QUAD   -  ELM CREEK EAST (2017)
 LH0533
 LH0533                         *CURRENT SURVEY CONTROL
 LH0533  ______________________________________________________________________
 LH0533* NAD 83(1986) POSITION- 40 42 44.     (N) 099 20 13.     (W)   SCALED
 LH0533* NAVD 88 ORTHO HEIGHT -   687.612 (meters)     2255.94  (feet) ADJUSTED
 LH0533  ______________________________________________________________________
 LH0533  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 LH0533  DYNAMIC HEIGHT  -        687.210 (meters)     2254.62  (feet) COMP
 LH0533  MODELED GRAVITY -    980,017.5   (mgal)                       NAVD 88
 LH0533
 LH0533  VERT ORDER      -  FIRST     CLASS II
 LH0533
 LH0533.The horizontal coordinates were scaled from a map and have
 LH0533.an estimated accuracy of +/- 6 seconds.
 LH0533
 LH0533.The orthometric height was determined by differential leveling and
 LH0533.adjusted by the NATIONAL GEODETIC SURVEY
 LH0533.in May 1993.
 LH0533
 LH0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0533.GEOID18 height accuracy estimate available here.
 LH0533
 LH0533.Click photographs - Photos may exist for this station.
 LH0533
 LH0533.The dynamic height is computed by dividing the NAVD 88
 LH0533.geopotential number by the normal gravity value computed on the
 LH0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0533.degrees latitude (g = 980.6199 gals.).
 LH0533
 LH0533.The modeled gravity was interpolated from observed gravity values.
 LH0533
 LH0533;                    North         East    Units  Estimated Accuracy
 LH0533;SPC NE       -    97,800.      556,010.      MT  (+/- 180 meters Scaled)
 LH0533
 LH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML715068(NAD 83)
 LH0533
 LH0533                          SUPERSEDED SURVEY CONTROL
 LH0533
 LH0533  NGVD 29 (02/14/92)  687.350  (m)         2255.08   (f) ADJUSTED    1 2
 LH0533
 LH0533.Superseded values are not recommended for survey control.
 LH0533
 LH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0533.See file dsdata.pdf to determine how the superseded data were derived.
 LH0533
 LH0533_MARKER: DV = VERTICAL CONTROL DISK
 LH0533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0533_SP_SET: CULVERT WINGWALL
 LH0533_STAMPING: G 322 RESET 1974
 LH0533_MARK LOGO: NGS
 LH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0533+STABILITY: SURFACE MOTION
 LH0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0533+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0533
 LH0533  HISTORY     - Date     Condition        Report By
 LH0533  HISTORY     - 1974     MONUMENTED       UPRR
 LH0533  HISTORY     - 1976     GOOD             NGS
 LH0533  HISTORY     - 19910920 GOOD             NGS
 LH0533
 LH0533                          STATION DESCRIPTION
 LH0533
 LH0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0533'2.1 MI E FROM ELM CREEK.
 LH0533'ABOUT 2.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0533'THE STATION AT ELM CREEK, 4.5 FEET NORTH OF THE NORTH RAIL OF
 LH0533'THE NORTH TRACK, 1.5 FEET BELOW TOP OF THEIR RAILS, SET IN THE
 LH0533'TOP OF THE NORTHEAST WING WALL OF BRIDGE 202.57.  THIS MARK IS
 LH0533'1.1 MILES WEST OF BENCH MARK F 322.
 LH0533
 LH0533                          STATION RECOVERY (1991)
 LH0533
 LH0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0533'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0533'U.S. HIGHWAY 183 IN ELM CREEK, IN TOP OF AND 2.3 M (7.5 FT)
 LH0533'SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL OF
 LH0533'A CULVERT UNDER THE UNION PACIFIC RAILROAD, 40.2 M (131.9 FT) SOUTH
 LH0533'OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTH OF THE NEAR RAIL, AND
 LH0533'0.2 M (0.7 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0715 ***********************************************************************
 ML0715  DESIGNATION -  G 323 RESET
 ML0715  PID         -  ML0715
 ML0715  STATE/COUNTY-  NE/VALLEY
 ML0715  COUNTRY     -  US
 ML0715  USGS QUAD   -  ARCADIA EAST (2017)
 ML0715
 ML0715                         *CURRENT SURVEY CONTROL
 ML0715  ______________________________________________________________________
 ML0715* NAD 83(1986) POSITION- 41 25 24.     (N) 099 06 12.     (W)   SCALED
 ML0715* NAVD 88 ORTHO HEIGHT -   659.67  (meters)     2164.3   (feet) RESET
 ML0715  ______________________________________________________________________
 ML0715  GEOID HEIGHT    -        -23.646 (meters)                     GEOID18
 ML0715  VERT ORDER      -  THIRD
 ML0715
 ML0715.The horizontal coordinates were scaled from a map and have
 ML0715.an estimated accuracy of +/- 6 seconds.
 ML0715
 ML0715.The orthometric height was computed from unverified reset data.
 ML0715
 ML0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0715.GEOID18 height accuracy estimate available here.
 ML0715
 ML0715.Click photographs - Photos may exist for this station.
 ML0715
 ML0715;                    North         East    Units  Estimated Accuracy
 ML0715;SPC NE       -   176,920.      574,930.      MT  (+/- 180 meters Scaled)
 ML0715
 ML0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML913857(NAD 83)
 ML0715
 ML0715                          SUPERSEDED SURVEY CONTROL
 ML0715
 ML0715  NGVD 29 (??/??/??)  659.43   (m)         2163.5    (f) RESET       3  
 ML0715
 ML0715.Superseded values are not recommended for survey control.
 ML0715
 ML0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0715.See file dsdata.pdf to determine how the superseded data were derived.
 ML0715
 ML0715_MARKER: DB = BENCH MARK DISK
 ML0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0715_STAMPING: G 323 RESET 1958
 ML0715_MARK LOGO: CGS
 ML0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0715+STABILITY: SURFACE MOTION
 ML0715
 ML0715  HISTORY     - Date     Condition        Report By
 ML0715  HISTORY     - 1958     MONUMENTED       NEDR
 ML0715
 ML0715                          STATION DESCRIPTION
 ML0715
 ML0715'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0715'1.2 MI E FROM ARCADIA.
 ML0715'1.2 MILES EAST FROM THE POST OFFICE AT ARCADIA, VALLEY COUNTY,
 ML0715'68 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80, 0.7 FOOT
 ML0715'NORTH OF A FENCE, 1.2 FEET NORTH OF A GAS LINE, AND 97.7 FEET
 ML0715'WEST OF A POWER POLE.  A STANDARD DISK SET IN CONCRETE,
 ML0715'PROJECTING 0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0926 ***********************************************************************
 ML0926  DESIGNATION -  G 324
 ML0926  PID         -  ML0926
 ML0926  STATE/COUNTY-  NE/BLAINE
 ML0926  COUNTRY     -  US
 ML0926  USGS QUAD   -  BREWSTER SE (2017)
 ML0926
 ML0926                         *CURRENT SURVEY CONTROL
 ML0926  ______________________________________________________________________
 ML0926* NAD 83(1986) POSITION- 41 50 16.     (N) 099 49 47.     (W)   SCALED
 ML0926* NAVD 88 ORTHO HEIGHT -   800.564 (meters)     2626.52  (feet) ADJUSTED
 ML0926  ______________________________________________________________________
 ML0926  GEOID HEIGHT    -        -22.432 (meters)                     GEOID18
 ML0926  DYNAMIC HEIGHT  -        800.171 (meters)     2625.23  (feet) COMP
 ML0926  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 ML0926
 ML0926  VERT ORDER      -  SECOND    CLASS 0
 ML0926
 ML0926.The horizontal coordinates were scaled from a map and have
 ML0926.an estimated accuracy of +/- 6 seconds.
 ML0926
 ML0926.The orthometric height was determined by differential leveling and
 ML0926.adjusted by the NATIONAL GEODETIC SURVEY
 ML0926.in June 1991.
 ML0926
 ML0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0926.GEOID18 height accuracy estimate available here.
 ML0926
 ML0926.Click photographs - Photos may exist for this station.
 ML0926
 ML0926.The dynamic height is computed by dividing the NAVD 88
 ML0926.geopotential number by the normal gravity value computed on the
 ML0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0926.degrees latitude (g = 980.6199 gals.).
 ML0926
 ML0926.The modeled gravity was interpolated from observed gravity values.
 ML0926
 ML0926;                    North         East    Units  Estimated Accuracy
 ML0926;SPC NE       -   222,560.      514,140.      MT  (+/- 180 meters Scaled)
 ML0926
 ML0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM311320(NAD 83)
 ML0926
 ML0926                          SUPERSEDED SURVEY CONTROL
 ML0926
 ML0926  NGVD 29 (??/??/92)  800.283  (m)         2625.60   (f) ADJ UNCH    2 0
 ML0926
 ML0926.Superseded values are not recommended for survey control.
 ML0926
 ML0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0926.See file dsdata.pdf to determine how the superseded data were derived.
 ML0926
 ML0926_MARKER: DB = BENCH MARK DISK
 ML0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0926_STAMPING: G 324 1950
 ML0926_MARK LOGO: CGS
 ML0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0926+STABILITY: SURFACE MOTION
 ML0926
 ML0926  HISTORY     - Date     Condition        Report By
 ML0926  HISTORY     - 1950     MONUMENTED       CGS
 ML0926
 ML0926                          STATION DESCRIPTION
 ML0926
 ML0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0926'11.4 MI NW FROM MILBURN.
 ML0926'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0926'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE
 ML0926'4.6 MILES NORTHWEST ALONG A WINDING SAND ROAD, 0.4 MILE SOUTH OF
 ML0926'A TURN IN THE ROAD, ON TOP OF AN EAST AND WEST RIDGE, 0.15 MILE
 ML0926'SOUTHEAST OF A WINDMILL, IN A GROVE OF COTTONWOOD TREES, 40 FEET
 ML0926'WEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTHEAST OF A
 ML0926'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0926'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1439 ***********************************************************************
 MK1439  DESIGNATION -  G 325
 MK1439  PID         -  MK1439
 MK1439  STATE/COUNTY-  NE/POLK
 MK1439  COUNTRY     -  US
 MK1439  USGS QUAD   -  CLARKS (2017)
 MK1439
 MK1439                         *CURRENT SURVEY CONTROL
 MK1439  ______________________________________________________________________
 MK1439* NAD 83(1986) POSITION- 41 08 00.     (N) 097 47 25.     (W)   SCALED
 MK1439* NAVD 88 ORTHO HEIGHT -   539.254 (meters)     1769.20  (feet) ADJUSTED
 MK1439  ______________________________________________________________________
 MK1439  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 MK1439  DYNAMIC HEIGHT  -        538.983 (meters)     1768.31  (feet) COMP
 MK1439  MODELED GRAVITY -    980,105.6   (mgal)                       NAVD 88
 MK1439
 MK1439  VERT ORDER      -  SECOND    CLASS 0
 MK1439
 MK1439.The horizontal coordinates were scaled from a map and have
 MK1439.an estimated accuracy of +/- 6 seconds.
 MK1439
 MK1439.The orthometric height was determined by differential leveling and
 MK1439.adjusted by the NATIONAL GEODETIC SURVEY
 MK1439.in June 1991.
 MK1439
 MK1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1439.GEOID18 height accuracy estimate available here.
 MK1439
 MK1439.Click photographs - Photos may exist for this station.
 MK1439
 MK1439.The dynamic height is computed by dividing the NAVD 88
 MK1439.geopotential number by the normal gravity value computed on the
 MK1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1439.degrees latitude (g = 980.6199 gals.).
 MK1439
 MK1439.The modeled gravity was interpolated from observed gravity values.
 MK1439
 MK1439;                    North         East    Units  Estimated Accuracy
 MK1439;SPC NE       -   146,700.      685,460.      MT  (+/- 180 meters Scaled)
 MK1439
 MK1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL015542(NAD 83)
 MK1439
 MK1439                          SUPERSEDED SURVEY CONTROL
 MK1439
 MK1439  NGVD 29 (??/??/92)  539.036  (m)         1768.49   (f) ADJ UNCH    2 0
 MK1439
 MK1439.Superseded values are not recommended for survey control.
 MK1439
 MK1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1439.See file dsdata.pdf to determine how the superseded data were derived.
 MK1439
 MK1439_MARKER: DB = BENCH MARK DISK
 MK1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1439_STAMPING: G 325 1950
 MK1439_MARK LOGO: CGS
 MK1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1439+STABILITY: SURFACE MOTION
 MK1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1439+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 MK1439
 MK1439  HISTORY     - Date     Condition        Report By
 MK1439  HISTORY     - 1950     MONUMENTED       CGS
 MK1439  HISTORY     - 20100517 GOOD             INDIV
 MK1439
 MK1439                          STATION DESCRIPTION
 MK1439
 MK1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1439'4 MI N FROM POLK.
 MK1439'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1439'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD
 MK1439'INTERSECTION, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1439'WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1439'ROAD, 7 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF
 MK1439'A FENCE CORNER, 1.8 FEET EAST OF A FENCE, 2.1 FEET SOUTHEAST
 MK1439'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1439'PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE EAST
 MK1439'OF BENCH MARK E 325.
 MK1439
 MK1439                          STATION RECOVERY (2010)
 MK1439
 MK1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1503 ***********************************************************************
 MK1503  DESIGNATION -  G 326
 MK1503  PID         -  MK1503
 MK1503  STATE/COUNTY-  NE/POLK
 MK1503  COUNTRY     -  US
 MK1503  USGS QUAD   -  OSCEOLA (2017)
 MK1503
 MK1503                         *CURRENT SURVEY CONTROL
 MK1503  ______________________________________________________________________
 MK1503* NAD 83(1986) POSITION- 41 09 46.     (N) 097 33 37.     (W)   SCALED
 MK1503* NAVD 88 ORTHO HEIGHT -   510.921 (meters)     1676.25  (feet) ADJUSTED
 MK1503  ______________________________________________________________________
 MK1503  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 MK1503  DYNAMIC HEIGHT  -        510.670 (meters)     1675.42  (feet) COMP
 MK1503  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 MK1503
 MK1503  VERT ORDER      -  SECOND    CLASS 0
 MK1503
 MK1503.The horizontal coordinates were scaled from a map and have
 MK1503.an estimated accuracy of +/- 6 seconds.
 MK1503
 MK1503.The orthometric height was determined by differential leveling and
 MK1503.adjusted by the NATIONAL GEODETIC SURVEY
 MK1503.in June 1991.
 MK1503
 MK1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1503.GEOID18 height accuracy estimate available here.
 MK1503
 MK1503.Click photographs - Photos may exist for this station.
 MK1503
 MK1503.The dynamic height is computed by dividing the NAVD 88
 MK1503.geopotential number by the normal gravity value computed on the
 MK1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1503.degrees latitude (g = 980.6199 gals.).
 MK1503
 MK1503.The modeled gravity was interpolated from observed gravity values.
 MK1503
 MK1503;                    North         East    Units  Estimated Accuracy
 MK1503;SPC NE       -   150,490.      704,670.      MT  (+/- 180 meters Scaled)
 MK1503
 MK1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL207578(NAD 83)
 MK1503
 MK1503                          SUPERSEDED SURVEY CONTROL
 MK1503
 MK1503  NGVD 29 (??/??/92)  510.718  (m)         1675.58   (f) ADJ UNCH    2 0
 MK1503
 MK1503.Superseded values are not recommended for survey control.
 MK1503
 MK1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1503.See file dsdata.pdf to determine how the superseded data were derived.
 MK1503
 MK1503_MARKER: DB = BENCH MARK DISK
 MK1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1503_STAMPING: G 326 1950
 MK1503_MARK LOGO: CGS
 MK1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1503+STABILITY: SURFACE MOTION
 MK1503
 MK1503  HISTORY     - Date     Condition        Report By
 MK1503  HISTORY     - 1950     MONUMENTED       CGS
 MK1503
 MK1503                          STATION DESCRIPTION
 MK1503
 MK1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1503'1.7 MI SW FROM OSECOLA.
 MK1503'0.7 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE
 MK1503'HIGH SCHOOL AT OSCEOLA, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 MK1503'ROAD, AT A ROAD INTERSECTION, AT THE SOUTHEAST CORNER OF A GARDEN,
 MK1503'86 FEET EAST OF A FENCE CORNER, 49 FEET WEST OF THE CENTER LINE
 MK1503'OF A NORTH AND SOUTH ROAD, 32 FEET NORTH OF THE CENTER LINE
 MK1503'OF AN EAST AND WEST ROAD, 13 FEET WEST OF A POWER POLE, 1.1
 MK1503'FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST,
 MK1503'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK1503'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE NORTH OF BENCH MARK
 MK1503'F 326.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0509 ***********************************************************************
 ML0509  DESIGNATION -  G 328
 ML0509  PID         -  ML0509
 ML0509  STATE/COUNTY-  NE/VALLEY
 ML0509  COUNTRY     -  US
 ML0509  USGS QUAD   -  ORD (2017)
 ML0509
 ML0509                         *CURRENT SURVEY CONTROL
 ML0509  ______________________________________________________________________
 ML0509* NAD 83(1986) POSITION- 41 36 25.     (N) 098 56 37.     (W)   SCALED
 ML0509* NAVD 88 ORTHO HEIGHT -   624.534 (meters)     2048.99  (feet) ADJUSTED
 ML0509  ______________________________________________________________________
 ML0509  GEOID HEIGHT    -        -23.899 (meters)                     GEOID18
 ML0509  DYNAMIC HEIGHT  -        624.230 (meters)     2047.99  (feet) COMP
 ML0509  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 ML0509
 ML0509  VERT ORDER      -  SECOND    CLASS 0
 ML0509
 ML0509.The horizontal coordinates were scaled from a map and have
 ML0509.an estimated accuracy of +/- 6 seconds.
 ML0509
 ML0509.The orthometric height was determined by differential leveling and
 ML0509.adjusted by the NATIONAL GEODETIC SURVEY
 ML0509.in June 1991.
 ML0509
 ML0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0509.GEOID18 height accuracy estimate available here.
 ML0509
 ML0509.Click photographs - Photos may exist for this station.
 ML0509
 ML0509.The dynamic height is computed by dividing the NAVD 88
 ML0509.geopotential number by the normal gravity value computed on the
 ML0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0509.degrees latitude (g = 980.6199 gals.).
 ML0509
 ML0509.The modeled gravity was interpolated from observed gravity values.
 ML0509
 ML0509;                    North         East    Units  Estimated Accuracy
 ML0509;SPC NE       -   197,450.      588,030.      MT  (+/- 180 meters Scaled)
 ML0509
 ML0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM046061(NAD 83)
 ML0509
 ML0509                          SUPERSEDED SURVEY CONTROL
 ML0509
 ML0509  NGVD 29 (??/??/92)  624.281  (m)         2048.16   (f) ADJ UNCH    2 0
 ML0509
 ML0509.Superseded values are not recommended for survey control.
 ML0509
 ML0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0509.See file dsdata.pdf to determine how the superseded data were derived.
 ML0509
 ML0509_MARKER: DB = BENCH MARK DISK
 ML0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0509_STAMPING: G 328 1950
 ML0509_MARK LOGO: CGS
 ML0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0509+STABILITY: SURFACE MOTION
 ML0509
 ML0509  HISTORY     - Date     Condition        Report By
 ML0509  HISTORY     - 1950     MONUMENTED       CGS
 ML0509  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0509
 ML0509                          STATION DESCRIPTION
 ML0509
 ML0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0509'0.9 MI NW FROM ORD.
 ML0509'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0509'AT ORD, 105 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING
 ML0509'SOUTHEAST, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 ML0509'97 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 1.2
 ML0509'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0509'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0509
 ML0509                          STATION RECOVERY (1985)
 ML0509
 ML0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0501 ***********************************************************************
 ML0501  DESIGNATION -  G 329 RESET
 ML0501  PID         -  ML0501
 ML0501  STATE/COUNTY-  NE/VALLEY
 ML0501  COUNTRY     -  US
 ML0501  USGS QUAD   -  ORD (2017)
 ML0501
 ML0501                         *CURRENT SURVEY CONTROL
 ML0501  ______________________________________________________________________
 ML0501* NAD 83(1986) POSITION- 41 31 56.     (N) 098 58 53.     (W)   SCALED
 ML0501* NAVD 88 ORTHO HEIGHT -   655.36  (meters)     2150.1   (feet) RESET
 ML0501  ______________________________________________________________________
 ML0501  GEOID HEIGHT    -        -23.794 (meters)                     GEOID18
 ML0501  VERT ORDER      -  THIRD
 ML0501
 ML0501.The horizontal coordinates were scaled from a map and have
 ML0501.an estimated accuracy of +/- 6 seconds.
 ML0501
 ML0501.The orthometric height was computed from unverified reset data.
 ML0501
 ML0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0501.GEOID18 height accuracy estimate available here.
 ML0501
 ML0501.Click photographs - Photos may exist for this station.
 ML0501
 ML0501;                    North         East    Units  Estimated Accuracy
 ML0501;SPC NE       -   189,120.      584,980.      MT  (+/- 180 meters Scaled)
 ML0501
 ML0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL015978(NAD 83)
 ML0501
 ML0501                          SUPERSEDED SURVEY CONTROL
 ML0501
 ML0501  NGVD 29 (??/??/??)  655.11   (m)         2149.3    (f) RESET       3  
 ML0501
 ML0501.Superseded values are not recommended for survey control.
 ML0501
 ML0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0501.See file dsdata.pdf to determine how the superseded data were derived.
 ML0501
 ML0501_MARKER: DB = BENCH MARK DISK
 ML0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0501_STAMPING: G 329 RESET 1960
 ML0501_MARK LOGO: CGS
 ML0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0501+STABILITY: SURFACE MOTION
 ML0501
 ML0501  HISTORY     - Date     Condition        Report By
 ML0501  HISTORY     - 1960     MONUMENTED       NEDR
 ML0501
 ML0501                          STATION DESCRIPTION
 ML0501
 ML0501'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0501'7 MI SW FROM ORD.
 ML0501'THIS MARK IS LOCATED 7.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 ML0501'58 FROM THE POST OFFICE AT ORD, 250 FEET SOUTHEAST OF AND ACROSS
 ML0501'THE ROAD FROM A FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF
 ML0501'HIGHWAY 70, 1 FOOT WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS
 ML0501'POST AND SET IN A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 ML0501'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0080 ***********************************************************************
 LK0080  DESIGNATION -  G 33
 LK0080  PID         -  LK0080
 LK0080  STATE/COUNTY-  NE/DUNDY
 LK0080  COUNTRY     -  US
 LK0080  USGS QUAD   -  LAIRD (2019)
 LK0080
 LK0080                         *CURRENT SURVEY CONTROL
 LK0080  ______________________________________________________________________
 LK0080* NAD 83(1986) POSITION- 40 03 19.     (N) 102 01 09.     (W)   SCALED
 LK0080* NAVD 88 ORTHO HEIGHT -  1016.059 (meters)     3333.52  (feet) ADJUSTED
 LK0080  ______________________________________________________________________
 LK0080  GEOID HEIGHT    -        -22.478 (meters)                     GEOID18
 LK0080  DYNAMIC HEIGHT  -       1015.309 (meters)     3331.06  (feet) COMP
 LK0080  MODELED GRAVITY -    979,852.9   (mgal)                       NAVD 88
 LK0080
 LK0080  VERT ORDER      -  FIRST     CLASS II
 LK0080
 LK0080.The horizontal coordinates were scaled from a map and have
 LK0080.an estimated accuracy of +/- 6 seconds.
 LK0080
 LK0080.The orthometric height was determined by differential leveling and
 LK0080.adjusted by the NATIONAL GEODETIC SURVEY
 LK0080.in June 1991.
 LK0080
 LK0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0080.GEOID18 height accuracy estimate available here.
 LK0080
 LK0080.Click photographs - Photos may exist for this station.
 LK0080
 LK0080.The dynamic height is computed by dividing the NAVD 88
 LK0080.geopotential number by the normal gravity value computed on the
 LK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0080.degrees latitude (g = 980.6199 gals.).
 LK0080
 LK0080.The modeled gravity was interpolated from observed gravity values.
 LK0080
 LK0080;                    North         East    Units  Estimated Accuracy
 LK0080;SPC NE       -    26,660.      327,740.      MT  (+/- 180 meters Scaled)
 LK0080
 LK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE542381(NAD 83)
 LK0080
 LK0080                          SUPERSEDED SURVEY CONTROL
 LK0080
 LK0080  NGVD 29 (??/??/92) 1015.607  (m)         3332.04   (f) ADJ UNCH    1 2
 LK0080
 LK0080.Superseded values are not recommended for survey control.
 LK0080
 LK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0080.See file dsdata.pdf to determine how the superseded data were derived.
 LK0080
 LK0080_MARKER: DB = BENCH MARK DISK
 LK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0080_STAMPING: 3332.037 G 33 1933
 LK0080_MARK LOGO: CGS
 LK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0080+STABILITY: SURFACE MOTION
 LK0080
 LK0080  HISTORY     - Date     Condition        Report By
 LK0080  HISTORY     - 1933     MONUMENTED       CGS
 LK0080  HISTORY     - 1943     MARK NOT FOUND   CGS
 LK0080
 LK0080                          STATION DESCRIPTION
 LK0080
 LK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LK0080'AT SANBORN.
 LK0080'AT SANBORN, DUNDY COUNTY, 88 YARDS WEST OF THE CHICAGO, BURLINGTON
 LK0080'AND QUINCY RAILROAD STATION SIGN, 125 FEET EAST OF A ROAD CROSSING,
 LK0080'56 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34, 36.6 FEET SOUTH
 LK0080'OF THE SOUTH RAIL OF THE MAIN TRACK, 36.5 FEET SOUTHWEST OF A
 LK0080'CONCRETE WHISTLE POST, 17.5 FEET EAST OF A POLE, AND IN LINE WITH
 LK0080'THE ROW OF POLES.  A STANDARD DISK, STAMPED 3332.037 G 33 1933
 LK0080'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LK0080'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0897 ***********************************************************************
 MK0897  DESIGNATION -  G 330
 MK0897  PID         -  MK0897
 MK0897  STATE/COUNTY-  NE/BUTLER
 MK0897  COUNTRY     -  US
 MK0897  USGS QUAD   -  ROGERS (2017)
 MK0897
 MK0897                         *CURRENT SURVEY CONTROL
 MK0897  ______________________________________________________________________
 MK0897* NAD 83(1986) POSITION- 41 25 22.     (N) 096 54 55.     (W)   SCALED
 MK0897* NAVD 88 ORTHO HEIGHT -   400.149 (meters)     1312.82  (feet) ADJUSTED
 MK0897  ______________________________________________________________________
 MK0897  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 MK0897  DYNAMIC HEIGHT  -        399.976 (meters)     1312.25  (feet) COMP
 MK0897  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 MK0897
 MK0897  VERT ORDER      -  SECOND    CLASS 0
 MK0897
 MK0897.The horizontal coordinates were scaled from a map and have
 MK0897.an estimated accuracy of +/- 6 seconds.
 MK0897
 MK0897.The orthometric height was determined by differential leveling and
 MK0897.adjusted by the NATIONAL GEODETIC SURVEY
 MK0897.in June 1991.
 MK0897
 MK0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0897.GEOID18 height accuracy estimate available here.
 MK0897
 MK0897.Click photographs - Photos may exist for this station.
 MK0897
 MK0897.The dynamic height is computed by dividing the NAVD 88
 MK0897.geopotential number by the normal gravity value computed on the
 MK0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0897.degrees latitude (g = 980.6199 gals.).
 MK0897
 MK0897.The modeled gravity was interpolated from observed gravity values.
 MK0897
 MK0897;                    North         East    Units  Estimated Accuracy
 MK0897;SPC NE       -   181,070.      757,730.      MT  (+/- 180 meters Scaled)
 MK0897
 MK0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL742877(NAD 83)
 MK0897
 MK0897                          SUPERSEDED SURVEY CONTROL
 MK0897
 MK0897  NGVD 29 (??/??/92)  399.990  (m)         1312.30   (f) ADJ UNCH    2 0
 MK0897
 MK0897.Superseded values are not recommended for survey control.
 MK0897
 MK0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0897.See file dsdata.pdf to determine how the superseded data were derived.
 MK0897
 MK0897_MARKER: DB = BENCH MARK DISK
 MK0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0897_STAMPING: G 330 1950
 MK0897_MARK LOGO: CGS
 MK0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0897+STABILITY: SURFACE MOTION
 MK0897
 MK0897  HISTORY     - Date     Condition        Report By
 MK0897  HISTORY     - 1950     MONUMENTED       CGS
 MK0897
 MK0897                          STATION DESCRIPTION
 MK0897
 MK0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0897'1.5 MI NE FROM LINWOOD.
 MK0897'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0897'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 MK0897'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 MK0897'GRAVELED ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK0897'14 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 MK0897'TO A FARMHOUSE, 35 FEET WEST OF A 20 INCH ASH TREE, 2 FEET
 MK0897'SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 2 FEET
 MK0897'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0897'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1337 ***********************************************************************
 MK1337  DESIGNATION -  G 331
 MK1337  PID         -  MK1337
 MK1337  STATE/COUNTY-  NE/BUTLER
 MK1337  COUNTRY     -  US
 MK1337  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1337
 MK1337                         *CURRENT SURVEY CONTROL
 MK1337  ______________________________________________________________________
 MK1337* NAD 83(1986) POSITION- 41 21 09.     (N) 097 11 45.     (W)   SCALED
 MK1337* NAVD 88 ORTHO HEIGHT -   434.732 (meters)     1426.28  (feet) ADJUSTED
 MK1337  ______________________________________________________________________
 MK1337  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 MK1337  DYNAMIC HEIGHT  -        434.536 (meters)     1425.64  (feet) COMP
 MK1337  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 MK1337
 MK1337  VERT ORDER      -  SECOND    CLASS 0
 MK1337
 MK1337.The horizontal coordinates were scaled from a map and have
 MK1337.an estimated accuracy of +/- 6 seconds.
 MK1337
 MK1337.The orthometric height was determined by differential leveling and
 MK1337.adjusted by the NATIONAL GEODETIC SURVEY
 MK1337.in June 1991.
 MK1337
 MK1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1337.GEOID18 height accuracy estimate available here.
 MK1337
 MK1337.Click photographs - Photos may exist for this station.
 MK1337
 MK1337.The dynamic height is computed by dividing the NAVD 88
 MK1337.geopotential number by the normal gravity value computed on the
 MK1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1337.degrees latitude (g = 980.6199 gals.).
 MK1337
 MK1337.The modeled gravity was interpolated from observed gravity values.
 MK1337
 MK1337;                    North         East    Units  Estimated Accuracy
 MK1337;SPC NE       -   172,470.      734,550.      MT  (+/- 180 meters Scaled)
 MK1337
 MK1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL509794(NAD 83)
 MK1337
 MK1337                          SUPERSEDED SURVEY CONTROL
 MK1337
 MK1337  NGVD 29 (??/??/92)  434.558  (m)         1425.71   (f) ADJ UNCH    2 0
 MK1337
 MK1337.Superseded values are not recommended for survey control.
 MK1337
 MK1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1337.See file dsdata.pdf to determine how the superseded data were derived.
 MK1337
 MK1337_MARKER: DB = BENCH MARK DISK
 MK1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1337_STAMPING: G 331 1950
 MK1337_MARK LOGO: CGS
 MK1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1337+STABILITY: SURFACE MOTION
 MK1337
 MK1337  HISTORY     - Date     Condition        Report By
 MK1337  HISTORY     - 1950     MONUMENTED       CGS
 MK1337  HISTORY     - 1967     MARK NOT FOUND   USGS
 MK1337
 MK1337                          STATION DESCRIPTION
 MK1337
 MK1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1337'2.8 MI NE FROM BELLWOOD.
 MK1337'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1337'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1337'ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED
 MK1337'ROAD, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 MK1337'OVER DEER CREEK, 50 FEET NORTH OF THE CENTER LINE OF AN EAST
 MK1337'AND WEST ROAD, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1337'SOUTH ROAD, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 MK1337'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MK1337
 MK1337                          STATION RECOVERY (1967)
 MK1337
 MK1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK1337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0188 ***********************************************************************
 ML0188  DESIGNATION -  G 332
 ML0188  PID         -  ML0188
 ML0188  STATE/COUNTY-  NE/MERRICK
 ML0188  COUNTRY     -  US
 ML0188  USGS QUAD   -  PALMER (2017)
 ML0188
 ML0188                         *CURRENT SURVEY CONTROL
 ML0188  ______________________________________________________________________
 ML0188* NAD 83(1986) POSITION- 41 13 58.     (N) 098 16 31.     (W)   SCALED
 ML0188* NAVD 88 ORTHO HEIGHT -   537.306 (meters)     1762.81  (feet) ADJUSTED
 ML0188  ______________________________________________________________________
 ML0188  GEOID HEIGHT    -        -24.811 (meters)                     GEOID18
 ML0188  DYNAMIC HEIGHT  -        537.042 (meters)     1761.95  (feet) COMP
 ML0188  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 ML0188
 ML0188  VERT ORDER      -  SECOND    CLASS 0
 ML0188
 ML0188.The horizontal coordinates were scaled from a map and have
 ML0188.an estimated accuracy of +/- 6 seconds.
 ML0188
 ML0188.The orthometric height was determined by differential leveling and
 ML0188.adjusted by the NATIONAL GEODETIC SURVEY
 ML0188.in June 1991.
 ML0188
 ML0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0188.GEOID18 height accuracy estimate available here.
 ML0188
 ML0188.Click photographs - Photos may exist for this station.
 ML0188
 ML0188.The dynamic height is computed by dividing the NAVD 88
 ML0188.geopotential number by the normal gravity value computed on the
 ML0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0188.degrees latitude (g = 980.6199 gals.).
 ML0188
 ML0188.The modeled gravity was interpolated from observed gravity values.
 ML0188
 ML0188;                    North         East    Units  Estimated Accuracy
 ML0188;SPC NE       -   156,820.      644,540.      MT  (+/- 180 meters Scaled)
 ML0188
 ML0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL607648(NAD 83)
 ML0188
 ML0188                          SUPERSEDED SURVEY CONTROL
 ML0188
 ML0188  NGVD 29 (??/??/92)  537.072  (m)         1762.04   (f) ADJ UNCH    2 0
 ML0188
 ML0188.Superseded values are not recommended for survey control.
 ML0188
 ML0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0188.See file dsdata.pdf to determine how the superseded data were derived.
 ML0188
 ML0188_MARKER: DB = BENCH MARK DISK
 ML0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0188_STAMPING: G 332 1950
 ML0188_MARK LOGO: CGS
 ML0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0188+STABILITY: SURFACE MOTION
 ML0188
 ML0188  HISTORY     - Date     Condition        Report By
 ML0188  HISTORY     - 1950     MONUMENTED       CGS
 ML0188
 ML0188                          STATION DESCRIPTION
 ML0188
 ML0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0188'1.1 MI NW FROM PALMER.
 ML0188'1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0188'RAILROAD FROM THE STATION AT PALMER, 316 FEET EAST OF A LARGE
 ML0188'FORKED WILLOW TREE, 114 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0188'99 FEET NORTHEAST OF A FENCE, 4 FEET WEST OF A FENCE CORNER,
 ML0188'2.4 FEET SOUTHWEST OF A FENCE LEADING NORTHWEST, 1 FOOT NORTHWEST
 ML0188'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0188'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1365 ***********************************************************************
 MK1365  DESIGNATION -  G 333
 MK1365  PID         -  MK1365
 MK1365  STATE/COUNTY-  NE/MERRICK
 MK1365  COUNTRY     -  US
 MK1365  USGS QUAD   -  POLK NW (2017)
 MK1365
 MK1365                         *CURRENT SURVEY CONTROL
 MK1365  ______________________________________________________________________
 MK1365* NAD 83(1986) POSITION- 41 10 18.     (N) 097 57 31.     (W)   SCALED
 MK1365* NAVD 88 ORTHO HEIGHT -   508.726 (meters)     1669.05  (feet) ADJUSTED
 MK1365  ______________________________________________________________________
 MK1365  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 MK1365  DYNAMIC HEIGHT  -        508.479 (meters)     1668.23  (feet) COMP
 MK1365  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 MK1365
 MK1365  VERT ORDER      -  FIRST     CLASS II
 MK1365
 MK1365.The horizontal coordinates were scaled from a map and have
 MK1365.an estimated accuracy of +/- 6 seconds.
 MK1365
 MK1365.The orthometric height was determined by differential leveling and
 MK1365.adjusted by the NATIONAL GEODETIC SURVEY
 MK1365.in June 1991.
 MK1365
 MK1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1365.GEOID18 height accuracy estimate available here.
 MK1365
 MK1365.Click photographs - Photos may exist for this station.
 MK1365
 MK1365.The dynamic height is computed by dividing the NAVD 88
 MK1365.geopotential number by the normal gravity value computed on the
 MK1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1365.degrees latitude (g = 980.6199 gals.).
 MK1365
 MK1365.The modeled gravity was interpolated from observed gravity values.
 MK1365
 MK1365;                    North         East    Units  Estimated Accuracy
 MK1365;SPC NE       -   150,610.      671,240.      MT  (+/- 180 meters Scaled)
 MK1365
 MK1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL873583(NAD 83)
 MK1365
 MK1365                          SUPERSEDED SURVEY CONTROL
 MK1365
 MK1365  NGVD 29 (??/??/92)  508.512  (m)         1668.34   (f) ADJ UNCH    1 2
 MK1365
 MK1365.Superseded values are not recommended for survey control.
 MK1365
 MK1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1365.See file dsdata.pdf to determine how the superseded data were derived.
 MK1365
 MK1365_MARKER: DB = BENCH MARK DISK
 MK1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1365_STAMPING: G 333 1950
 MK1365_MARK LOGO: CGS
 MK1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1365+STABILITY: SURFACE MOTION
 MK1365
 MK1365  HISTORY     - Date     Condition        Report By
 MK1365  HISTORY     - 1950     MONUMENTED       CGS
 MK1365
 MK1365                          STATION DESCRIPTION
 MK1365
 MK1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1365'5.2 MI NE FROM CENTRAL CITY.
 MK1365'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1365'STATION AT CENTRAL CITY, THENCE 2.2 MILES NORTH ALONG A GRADED
 MK1365'DIRT ROAD, THENCE 0.3 MILE EAST THROUGH A FARMYARD, AT THE SILVER
 MK1365'T AIRPORT, 50 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTH
 MK1365'HANGAR, 22 FEET SOUTH OF AN EAST AND WEST FENCE, 6 FEET SOUTH
 MK1365'OF A GATE POST, 1.2 FEET EAST OF A NORTH AND SOUTH FENCE, 1 FOOT
 MK1365'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1365'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0171 ***********************************************************************
 LH0171  DESIGNATION -  G 334
 LH0171  PID         -  LH0171
 LH0171  STATE/COUNTY-  NE/HAMILTON
 LH0171  COUNTRY     -  US
 LH0171  USGS QUAD   -  PHILLIPS (2017)
 LH0171
 LH0171                         *CURRENT SURVEY CONTROL
 LH0171  ______________________________________________________________________
 LH0171* NAD 83(1986) POSITION- 40 58 23.     (N) 098 07 57.     (W)   SCALED
 LH0171* NAVD 88 ORTHO HEIGHT -   564.148 (meters)     1850.88  (feet) ADJUSTED
 LH0171  ______________________________________________________________________
 LH0171  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 LH0171  DYNAMIC HEIGHT  -        563.857 (meters)     1849.92  (feet) COMP
 LH0171  MODELED GRAVITY -    980,089.3   (mgal)                       NAVD 88
 LH0171
 LH0171  VERT ORDER      -  SECOND    CLASS 0
 LH0171
 LH0171.The horizontal coordinates were scaled from a map and have
 LH0171.an estimated accuracy of +/- 6 seconds.
 LH0171
 LH0171.The orthometric height was determined by differential leveling and
 LH0171.adjusted by the NATIONAL GEODETIC SURVEY
 LH0171.in June 1991.
 LH0171
 LH0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0171.GEOID18 height accuracy estimate available here.
 LH0171
 LH0171.Click photographs - Photos may exist for this station.
 LH0171
 LH0171.The dynamic height is computed by dividing the NAVD 88
 LH0171.geopotential number by the normal gravity value computed on the
 LH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0171.degrees latitude (g = 980.6199 gals.).
 LH0171
 LH0171.The modeled gravity was interpolated from observed gravity values.
 LH0171
 LH0171;                    North         East    Units  Estimated Accuracy
 LH0171;SPC NE       -   128,240.      657,130.      MT  (+/- 180 meters Scaled)
 LH0171
 LH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL729361(NAD 83)
 LH0171
 LH0171                          SUPERSEDED SURVEY CONTROL
 LH0171
 LH0171  NGVD 29 (??/??/92)  563.914  (m)         1850.11   (f) ADJ UNCH    2 0
 LH0171
 LH0171.Superseded values are not recommended for survey control.
 LH0171
 LH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0171.See file dsdata.pdf to determine how the superseded data were derived.
 LH0171
 LH0171_MARKER: DB = BENCH MARK DISK
 LH0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0171_STAMPING: G 334 1950
 LH0171_MARK LOGO: CGS
 LH0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0171+STABILITY: SURFACE MOTION
 LH0171
 LH0171  HISTORY     - Date     Condition        Report By
 LH0171  HISTORY     - 1950     MONUMENTED       CGS
 LH0171
 LH0171                          STATION DESCRIPTION
 LH0171
 LH0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0171'5.2 MI SE FROM CHAPMAN.
 LH0171'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0171'RAILROAD STATION AT CHAPMAN, THENCE 3.3 MILES SOUTH ALONG A
 LH0171'GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED
 LH0171'ROAD, THENCE 0.95 MILE SOUTH ALONG A DIRT AND GRAVELED ROAD,
 LH0171'AT A JUNCTION WITH A DIRT ROAD LEADING EAST, ON THE EAST SLOPE OF
 LH0171'A RAVINE, 40 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0171'ROAD, 22 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD
 LH0171'LEADING EAST, 1.8 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A
 LH0171'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0171'0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1324 ***********************************************************************
 MK1324  DESIGNATION -  G 335
 MK1324  PID         -  MK1324
 MK1324  STATE/COUNTY-  NE/BUTLER
 MK1324  COUNTRY     -  US
 MK1324  USGS QUAD   -  COLUMBUS SE (2017)
 MK1324
 MK1324                         *CURRENT SURVEY CONTROL
 MK1324  ______________________________________________________________________
 MK1324* NAD 83(1986) POSITION- 41 19 21.     (N) 097 22 02.     (W)   SCALED
 MK1324* NAVD 88 ORTHO HEIGHT -   452.582 (meters)     1484.85  (feet) ADJUSTED
 MK1324  ______________________________________________________________________
 MK1324  GEOID HEIGHT    -        -25.494 (meters)                     GEOID18
 MK1324  DYNAMIC HEIGHT  -        452.379 (meters)     1484.18  (feet) COMP
 MK1324  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 MK1324
 MK1324  VERT ORDER      -  SECOND    CLASS 0
 MK1324
 MK1324.The horizontal coordinates were scaled from a map and have
 MK1324.an estimated accuracy of +/- 6 seconds.
 MK1324
 MK1324.The orthometric height was determined by differential leveling and
 MK1324.adjusted by the NATIONAL GEODETIC SURVEY
 MK1324.in June 1991.
 MK1324
 MK1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1324.GEOID18 height accuracy estimate available here.
 MK1324
 MK1324.Click photographs - Photos may exist for this station.
 MK1324
 MK1324.The dynamic height is computed by dividing the NAVD 88
 MK1324.geopotential number by the normal gravity value computed on the
 MK1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1324.degrees latitude (g = 980.6199 gals.).
 MK1324
 MK1324.The modeled gravity was interpolated from observed gravity values.
 MK1324
 MK1324;                    North         East    Units  Estimated Accuracy
 MK1324;SPC NE       -   168,690.      720,320.      MT  (+/- 180 meters Scaled)
 MK1324
 MK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL366758(NAD 83)
 MK1324
 MK1324                          SUPERSEDED SURVEY CONTROL
 MK1324
 MK1324  NGVD 29 (??/??/92)  452.402  (m)         1484.26   (f) ADJ UNCH    2 0
 MK1324
 MK1324.Superseded values are not recommended for survey control.
 MK1324
 MK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1324.See file dsdata.pdf to determine how the superseded data were derived.
 MK1324
 MK1324_MARKER: DB = BENCH MARK DISK
 MK1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1324_STAMPING: G 335 1950
 MK1324_MARK LOGO: CGS
 MK1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1324+STABILITY: SURFACE MOTION
 MK1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1324+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2011
 MK1324
 MK1324  HISTORY     - Date     Condition        Report By
 MK1324  HISTORY     - 1950     MONUMENTED       CGS
 MK1324  HISTORY     - 20110810 GOOD             NEGS
 MK1324
 MK1324                          STATION DESCRIPTION
 MK1324
 MK1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1324'8.1 MI W FROM BELLWOOD.
 MK1324'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1324'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1324'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST
 MK1324'ALONG A GRAVELED ROAD, AT AN INTERSECTION WITH U.S. HIGHWAY 81,
 MK1324'134 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTH
 MK1324'OF THE CENTER LINE OF AN EAST AND WEST ROAD, IN THE NORTH EDGE
 MK1324'OF AN EAST AND WEST WINDBREAK, 2.3 FEET SOUTHWEST OF A WITNESS
 MK1324'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1324'ABOVE THE GROUND.
 MK1324
 MK1324                          STATION RECOVERY (2011)
 MK1324
 MK1324'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1324'FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND STATE
 MK1324'HIGHWAY 64  7 MILES WEST OF BELLWOOD, NE., GO SOUTH ON U.S. HIGHWAY 81
 MK1324'FOR 1.0 MILE TO COUNTY ROAD 40 AND THE MARK 134.0 FEET EAST OF THE
 MK1324'CENTERLINE OF THE HIGHWAY, 42.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 MK1324'ROAD 40, 8.0 FEET SOUTH OF A FIBERGLASS WITNESS POST AND SET IN THE
 MK1324'TOP OF A CONCRETE POST THAT PROJECTS 0.10 FOOT ABOVE THE GROUND. MARK
 MK1324'IS NOW IN A CULTIVATED FIELD AND HAS BEEN SCRAPED WITH A DISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1288 ***********************************************************************
 MK1288  DESIGNATION -  G 337
 MK1288  PID         -  MK1288
 MK1288  STATE/COUNTY-  NE/BUTLER
 MK1288  COUNTRY     -  US
 MK1288  USGS QUAD   -  COLUMBUS (2017)
 MK1288
 MK1288                         *CURRENT SURVEY CONTROL
 MK1288  ______________________________________________________________________
 MK1288* NAD 83(1986) POSITION- 41 22 34.     (N) 097 15 57.     (W)   SCALED
 MK1288* NAVD 88 ORTHO HEIGHT -   431.615 (meters)     1416.06  (feet) ADJUSTED
 MK1288  ______________________________________________________________________
 MK1288  GEOID HEIGHT    -        -25.558 (meters)                     GEOID18
 MK1288  DYNAMIC HEIGHT  -        431.424 (meters)     1415.43  (feet) COMP
 MK1288  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 MK1288
 MK1288  VERT ORDER      -  SECOND    CLASS 0
 MK1288
 MK1288.The horizontal coordinates were scaled from a map and have
 MK1288.an estimated accuracy of +/- 6 seconds.
 MK1288
 MK1288.The orthometric height was determined by differential leveling and
 MK1288.adjusted by the NATIONAL GEODETIC SURVEY
 MK1288.in June 1991.
 MK1288
 MK1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1288.GEOID18 height accuracy estimate available here.
 MK1288
 MK1288.Click photographs - Photos may exist for this station.
 MK1288
 MK1288.The dynamic height is computed by dividing the NAVD 88
 MK1288.geopotential number by the normal gravity value computed on the
 MK1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1288.degrees latitude (g = 980.6199 gals.).
 MK1288
 MK1288.The modeled gravity was interpolated from observed gravity values.
 MK1288
 MK1288;                    North         East    Units  Estimated Accuracy
 MK1288;SPC NE       -   174,900.      728,610.      MT  (+/- 180 meters Scaled)
 MK1288
 MK1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL450819(NAD 83)
 MK1288
 MK1288                          SUPERSEDED SURVEY CONTROL
 MK1288
 MK1288  NGVD 29 (??/??/92)  431.440  (m)         1415.48   (f) ADJ UNCH    2 0
 MK1288
 MK1288.Superseded values are not recommended for survey control.
 MK1288
 MK1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1288.See file dsdata.pdf to determine how the superseded data were derived.
 MK1288
 MK1288_MARKER: DB = BENCH MARK DISK
 MK1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1288_STAMPING: G 337 1950
 MK1288_MARK LOGO: CGS
 MK1288_PROJECTION: FLUSH
 MK1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1288+STABILITY: SURFACE MOTION
 MK1288
 MK1288  HISTORY     - Date     Condition        Report By
 MK1288  HISTORY     - 1950     MONUMENTED       CGS
 MK1288  HISTORY     - 19940817 GOOD             NEDR
 MK1288
 MK1288                          STATION DESCRIPTION
 MK1288
 MK1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1288'3.1 MI NW FROM BELLWOOD.
 MK1288'3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1288'RAILROAD FROM THE STATION AT BELLWOOD, 0.1 MILE SOUTH OF A ROAD
 MK1288'CROSSING, AT THE V.A. LOOMIS FARM, 155 FEET NORTHEAST OF THE
 MK1288'NORTHEAST CORNER OF THE FARMHOUSE, 66 FEET NORTHWEST OF THE
 MK1288'NORTHWEST CORNER OF AN ALUMINUM HOG HOUSE, 45.4 FEET EAST OF THE
 MK1288'EAST RAIL, 18.6 FEET NORTH OF A LARGE COTTONWOOD TREE, 2.4 FEET
 MK1288'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK1288'FLUSH WITH THE GROUND.
 MK1288
 MK1288                          STATION RECOVERY (1994)
 MK1288
 MK1288'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 MK1288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7405 ***********************************************************************
 AA7405  DESIGNATION -  G 337 RESET
 AA7405  PID         -  AA7405
 AA7405  STATE/COUNTY-  NE/BUTLER
 AA7405  COUNTRY     -  US
 AA7405  USGS QUAD   -  COLUMBUS (2017)
 AA7405
 AA7405                         *CURRENT SURVEY CONTROL
 AA7405  ______________________________________________________________________
 AA7405* NAD 83(1986) POSITION- 41 22 34.     (N) 097 15 57.     (W)   SCALED
 AA7405* NAVD 88 ORTHO HEIGHT -   431.89  (+/-2cm)     1417.0   (feet) VERTCON
 AA7405  ______________________________________________________________________
 AA7405  GEOID HEIGHT    -        -25.558 (meters)                     GEOID18
 AA7405  VERT ORDER      -  THIRD (See Below)
 AA7405
 AA7405.The horizontal coordinates were scaled from a map and have
 AA7405.an estimated accuracy of +/- 6 seconds.
 AA7405
 AA7405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7405
 AA7405.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7405.GEOID18 height accuracy estimate available here.
 AA7405
 AA7405.The vertical order pertains to the NGVD 29 superseded value.
 AA7405
 AA7405.Click photographs - Photos may exist for this station.
 AA7405
 AA7405;                    North         East    Units  Estimated Accuracy
 AA7405;SPC NE       -   174,900.      728,610.      MT  (+/- 180 meters Scaled)
 AA7405
 AA7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL450819(NAD 83)
 AA7405
 AA7405                          SUPERSEDED SURVEY CONTROL
 AA7405
 AA7405  NGVD 29 (01/31/13)  431.71   (m)         1416.4    (f) RESET       3  
 AA7405
 AA7405.Superseded values are not recommended for survey control.
 AA7405
 AA7405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7405.See file dsdata.pdf to determine how the superseded data were derived.
 AA7405
 AA7405_MARKER: DV = VERTICAL CONTROL DISK
 AA7405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7405_STAMPING: G 337 RESET 1994
 AA7405_MARK LOGO: NGS
 AA7405_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7405+STABILITY: SURFACE MOTION
 AA7405
 AA7405  HISTORY     - Date     Condition        Report By
 AA7405  HISTORY     - 1994     MONUMENTED       NEDR
 AA7405
 AA7405                          STATION DESCRIPTION
 AA7405
 AA7405'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7405'LOCATED ALONG A FARM DRIVE, IN THE NW1/4, SEC12, T16N, R1E. TO REACH
 AA7405'THE MARK FROM THE POST OFFICE, IN BELLWOOD, AT THE INTERSECTION OF
 AA7405'ESPLANADE AND WARREN STREETS, GO SOUTH ON ESPLANADE STREET FOR 0.30 MI
 AA7405'(0.48 KM) TO STATE HIGHWAY 64.  TURN RIGHT AND GO WEST ON THE HIGHWAY
 AA7405'FOR 0.80 MI (1.29 KM) TO STATE HIGHWAY 41 AND COUNTY ROAD G.  TURN
 AA7405'RIGHT AND GO NORTH ON ROAD G FOR 2.80 MI (4.51 KM) TO COUNTY ROAD 44.
 AA7405'TURN LEFT AND GO WEST ON ROAD 44 FOR 0.60 MI (0.97 KM) TO A FARM DRIVE
 AA7405'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVE FOR 0.10 MI (0.16
 AA7405'KM) TO THE MARK. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7405'THAT IS RECESSED 0.16 M (0.52 FT) BELOW THE GROUND SURFACE.  IT IS
 AA7405'10.60 M (34.78 FT) WEST FROM THE CENTERLINE OF THE FARM DRIVE 16.90 M
 AA7405'(55.45 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A HOUSE, 8.475 M
 AA7405'(27.805 FT) SOUTHEAST FROM A NAIL IN A POWER POLE, 4.385 M (14.386 FT)
 AA7405'EAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST AND 1.915 M
 AA7405'(6.283 FT) WEST FROM A NAIL IN THE SIDE OF AN 8-INCH BY 12-INCH POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0463 ***********************************************************************
 NP0463  DESIGNATION -  G 340
 NP0463  PID         -  NP0463
 NP0463  STATE/COUNTY-  NE/SIOUX
 NP0463  COUNTRY     -  US
 NP0463  USGS QUAD   -  HARRISON WEST (2017)
 NP0463
 NP0463                         *CURRENT SURVEY CONTROL
 NP0463  ______________________________________________________________________
 NP0463* NAD 83(1986) POSITION- 42 41 10.     (N) 103 53 41.     (W)   SCALED
 NP0463* NAVD 88 ORTHO HEIGHT -  1479.095 (meters)     4852.66  (feet) ADJUSTED
 NP0463  ______________________________________________________________________
 NP0463  GEOID HEIGHT    -        -16.126 (meters)                     GEOID18
 NP0463  DYNAMIC HEIGHT  -       1478.218 (meters)     4849.79  (feet) COMP
 NP0463  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 NP0463
 NP0463  VERT ORDER      -  FIRST     CLASS II
 NP0463
 NP0463.The horizontal coordinates were scaled from a map and have
 NP0463.an estimated accuracy of +/- 6 seconds.
 NP0463
 NP0463.The orthometric height was determined by differential leveling and
 NP0463.adjusted by the NATIONAL GEODETIC SURVEY
 NP0463.in June 1991.
 NP0463
 NP0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0463.GEOID18 height accuracy estimate available here.
 NP0463
 NP0463.Click photographs - Photos may exist for this station.
 NP0463
 NP0463.The dynamic height is computed by dividing the NAVD 88
 NP0463.geopotential number by the normal gravity value computed on the
 NP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0463.degrees latitude (g = 980.6199 gals.).
 NP0463
 NP0463.The modeled gravity was interpolated from observed gravity values.
 NP0463
 NP0463;                    North         East    Units  Estimated Accuracy
 NP0463;SPC NE       -   323,940.      180,960.      MT  (+/- 180 meters Scaled)
 NP0463
 NP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH905265(NAD 83)
 NP0463
 NP0463                          SUPERSEDED SURVEY CONTROL
 NP0463
 NP0463  NGVD 29 (??/??/92) 1478.403  (m)         4850.39   (f) ADJ UNCH    1 2
 NP0463
 NP0463.Superseded values are not recommended for survey control.
 NP0463
 NP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0463.See file dsdata.pdf to determine how the superseded data were derived.
 NP0463
 NP0463_MARKER: DB = BENCH MARK DISK
 NP0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0463_SP_SET: ABUTMENT
 NP0463_STAMPING: G 340 1954
 NP0463_MARK LOGO: CGS
 NP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0463
 NP0463  HISTORY     - Date     Condition        Report By
 NP0463  HISTORY     - 1954     MONUMENTED       CGS
 NP0463
 NP0463                          STATION DESCRIPTION
 NP0463
 NP0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0463'0.6 MI W FROM HARRISON.
 NP0463'0.6 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0463'THE STATION AT HARRISON, 1 POLE WEST OF MILEPOST 461, 6.8 FEET
 NP0463'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE
 NP0463'EAST ABUTMENT OF BRIDGE 766.  IN THE SOUTHEAST 1/4 OF SECTION
 NP0463'4, TOWNSHIP 31 NORTH, RANGE 56 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0433 ***********************************************************************
 NP0433  DESIGNATION -  G 341
 NP0433  PID         -  NP0433
 NP0433  STATE/COUNTY-  NE/SIOUX
 NP0433  COUNTRY     -  US
 NP0433  USGS QUAD   -  SMILEY CANYON (2017)
 NP0433
 NP0433                         *CURRENT SURVEY CONTROL
 NP0433  ______________________________________________________________________
 NP0433* NAD 83(1986) POSITION- 42 38 36.     (N) 103 30 17.     (W)   SCALED
 NP0433* NAVD 88 ORTHO HEIGHT -  1173.415 (meters)     3849.78  (feet) ADJUSTED
 NP0433  ______________________________________________________________________
 NP0433  GEOID HEIGHT    -        -17.324 (meters)                     GEOID18
 NP0433  DYNAMIC HEIGHT  -       1172.761 (meters)     3847.63  (feet) COMP
 NP0433  MODELED GRAVITY -    980,023.6   (mgal)                       NAVD 88
 NP0433
 NP0433  VERT ORDER      -  FIRST     CLASS II
 NP0433
 NP0433.The horizontal coordinates were scaled from a map and have
 NP0433.an estimated accuracy of +/- 6 seconds.
 NP0433
 NP0433.The orthometric height was determined by differential leveling and
 NP0433.adjusted by the NATIONAL GEODETIC SURVEY
 NP0433.in June 1991.
 NP0433
 NP0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0433.GEOID18 height accuracy estimate available here.
 NP0433
 NP0433.Click photographs - Photos may exist for this station.
 NP0433
 NP0433.The dynamic height is computed by dividing the NAVD 88
 NP0433.geopotential number by the normal gravity value computed on the
 NP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0433.degrees latitude (g = 980.6199 gals.).
 NP0433
 NP0433.The modeled gravity was interpolated from observed gravity values.
 NP0433
 NP0433;                    North         East    Units  Estimated Accuracy
 NP0433;SPC NE       -   317,830.      212,690.      MT  (+/- 180 meters Scaled)
 NP0433
 NP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH225222(NAD 83)
 NP0433
 NP0433                          SUPERSEDED SURVEY CONTROL
 NP0433
 NP0433  NGVD 29 (??/??/92) 1172.799  (m)         3847.76   (f) ADJ UNCH    1 2
 NP0433
 NP0433.Superseded values are not recommended for survey control.
 NP0433
 NP0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0433.See file dsdata.pdf to determine how the superseded data were derived.
 NP0433
 NP0433_MARKER: DB = BENCH MARK DISK
 NP0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0433_STAMPING: G 341 1954
 NP0433_MARK LOGO: CGS
 NP0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0433+STABILITY: SURFACE MOTION
 NP0433
 NP0433  HISTORY     - Date     Condition        Report By
 NP0433  HISTORY     - 1954     MONUMENTED       CGS
 NP0433
 NP0433                          STATION DESCRIPTION
 NP0433
 NP0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0433'5.7 MI SW FROM CRAWFORD.
 NP0433'5.7 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0433'FROM THE STATION AT CRAWFORD, 7 POLES SOUTHWEST OF MILEPOST 438,
 NP0433'55 FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET SOUTHEAST OF A
 NP0433'HOG SHED, 2 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A
 NP0433'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0433'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0139 ***********************************************************************
 NP0139  DESIGNATION -  G 342
 NP0139  PID         -  NP0139
 NP0139  STATE/COUNTY-  NE/BOX BUTTE
 NP0139  COUNTRY     -  US
 NP0139  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0139
 NP0139                         *CURRENT SURVEY CONTROL
 NP0139  ______________________________________________________________________
 NP0139* NAD 83(1986) POSITION- 42 06 24.     (N) 102 53 26.     (W)   SCALED
 NP0139* NAVD 88 ORTHO HEIGHT -  1216.936 (meters)     3992.56  (feet) ADJUSTED
 NP0139  ______________________________________________________________________
 NP0139  GEOID HEIGHT    -        -18.662 (meters)                     GEOID18
 NP0139  DYNAMIC HEIGHT  -       1216.226 (meters)     3990.23  (feet) COMP
 NP0139  MODELED GRAVITY -    979,996.2   (mgal)                       NAVD 88
 NP0139
 NP0139  VERT ORDER      -  FIRST     CLASS II
 NP0139
 NP0139.The horizontal coordinates were scaled from a map and have
 NP0139.an estimated accuracy of +/- 6 seconds.
 NP0139
 NP0139.The orthometric height was determined by differential leveling and
 NP0139.adjusted by the NATIONAL GEODETIC SURVEY
 NP0139.in June 1991.
 NP0139
 NP0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0139.GEOID18 height accuracy estimate available here.
 NP0139
 NP0139.Click photographs - Photos may exist for this station.
 NP0139
 NP0139.The dynamic height is computed by dividing the NAVD 88
 NP0139.geopotential number by the normal gravity value computed on the
 NP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0139.degrees latitude (g = 980.6199 gals.).
 NP0139
 NP0139.The modeled gravity was interpolated from observed gravity values.
 NP0139
 NP0139;                    North         East    Units  Estimated Accuracy
 NP0139;SPC NE       -   256,400.      261,030.      MT  (+/- 180 meters Scaled)
 NP0139
 NP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG744637(NAD 83)
 NP0139
 NP0139                          SUPERSEDED SURVEY CONTROL
 NP0139
 NP0139  NGVD 29 (??/??/92) 1216.344  (m)         3990.62   (f) ADJ UNCH    1 2
 NP0139
 NP0139.Superseded values are not recommended for survey control.
 NP0139
 NP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0139.See file dsdata.pdf to determine how the superseded data were derived.
 NP0139
 NP0139_MARKER: DB = BENCH MARK DISK
 NP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0139_STAMPING: G 342 1956
 NP0139_MARK LOGO: CGS
 NP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0139+STABILITY: SURFACE MOTION
 NP0139
 NP0139  HISTORY     - Date     Condition        Report By
 NP0139  HISTORY     - 1956     MONUMENTED       CGS
 NP0139  HISTORY     - 1985     GOOD             NGS
 NP0139  HISTORY     - 1987     GOOD             USPSQD
 NP0139
 NP0139                          STATION DESCRIPTION
 NP0139
 NP0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0139'1.5 MI NW FROM ALLIANCE.
 NP0139'1.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0139'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTHWEST OF THE
 NP0139'CROSSING OF WEST 10TH STREET, 44.7 FEET NORTHEAST OF THE
 NP0139'NORTHEAST RAIL, 35.8 FEET NORTHEAST OF MILEPOST 367, 2.3 FEET
 NP0139'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NP0139'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NP0139'GROUND, IN SECTION 26, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0139
 NP0139                          STATION RECOVERY (1985)
 NP0139
 NP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0139'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0139'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0139'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0139
 NP0139                          STATION RECOVERY (1987)
 NP0139
 NP0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (DR)
 NP0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0372 ***********************************************************************
 NP0372  DESIGNATION -  G 343
 NP0372  PID         -  NP0372
 NP0372  STATE/COUNTY-  NE/DAWES
 NP0372  COUNTRY     -  US
 NP0372  USGS QUAD   -  MARSLAND (2017)
 NP0372
 NP0372                         *CURRENT SURVEY CONTROL
 NP0372  ______________________________________________________________________
 NP0372* NAD 83(1986) POSITION- 42 29 29.     (N) 103 17 10.     (W)   SCALED
 NP0372* NAVD 88 ORTHO HEIGHT -  1302.701 (meters)     4273.94  (feet) ADJUSTED
 NP0372  ______________________________________________________________________
 NP0372  GEOID HEIGHT    -        -18.010 (meters)                     GEOID18
 NP0372  DYNAMIC HEIGHT  -       1301.933 (meters)     4271.43  (feet) COMP
 NP0372  MODELED GRAVITY -    979,986.7   (mgal)                       NAVD 88
 NP0372
 NP0372  VERT ORDER      -  FIRST     CLASS II
 NP0372
 NP0372.The horizontal coordinates were scaled from a map and have
 NP0372.an estimated accuracy of +/- 6 seconds.
 NP0372
 NP0372.The orthometric height was determined by differential leveling and
 NP0372.adjusted by the NATIONAL GEODETIC SURVEY
 NP0372.in June 1991.
 NP0372
 NP0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0372.GEOID18 height accuracy estimate available here.
 NP0372
 NP0372.Click photographs - Photos may exist for this station.
 NP0372
 NP0372.The dynamic height is computed by dividing the NAVD 88
 NP0372.geopotential number by the normal gravity value computed on the
 NP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0372.degrees latitude (g = 980.6199 gals.).
 NP0372
 NP0372.The modeled gravity was interpolated from observed gravity values.
 NP0372
 NP0372;                    North         East    Units  Estimated Accuracy
 NP0372;SPC NE       -   300,260.      229,970.      MT  (+/- 180 meters Scaled)
 NP0372
 NP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH408057(NAD 83)
 NP0372
 NP0372                          SUPERSEDED SURVEY CONTROL
 NP0372
 NP0372  NGVD 29 (??/??/92) 1302.036  (m)         4271.76   (f) ADJ UNCH    1 2
 NP0372
 NP0372.Superseded values are not recommended for survey control.
 NP0372
 NP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0372.See file dsdata.pdf to determine how the superseded data were derived.
 NP0372
 NP0372_MARKER: DB = BENCH MARK DISK
 NP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0372_STAMPING: G 343 1956
 NP0372_MARK LOGO: CGS
 NP0372_PROJECTION: PROJECTING 15 CENTIMETERS
 NP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0372+STABILITY: SURFACE MOTION
 NP0372
 NP0372  HISTORY     - Date     Condition        Report By
 NP0372  HISTORY     - 1956     MONUMENTED       CGS
 NP0372  HISTORY     - 1985     GOOD             NGS
 NP0372
 NP0372                          STATION DESCRIPTION
 NP0372
 NP0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0372'3.4 MI N FROM MARSLAND.
 NP0372'3.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0372'RAILROAD FROM THE STATION SIGN AT MARSLAND, 2 POLES NORTH OF
 NP0372'MILEPOST 404, 45.5 FEET WEST OF THE WEST RAIL, 2.5 FEET EAST OF
 NP0372'A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0372'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 NP0372'NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0372
 NP0372                          STATION RECOVERY (1985)
 NP0372
 NP0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0372'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0372'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0372'OFFICE AT MARSLAND, THENCE 5.79 KM (3.6 MI) NORTH ALONG THE BURLINGTON
 NP0372'NORTHERN RAILROAD, 2 POLES SOUTH OF MILEPOLE 404, 13.87 METERS (45.5
 NP0372'FT) WEST OF THE WEST RAIL, 0.76 METER (2.5 FT) EAST OF A FENCE AND
 NP0372'0.70 METER (2.3 FT) SOUTH OF A WOODEN WITNESS POST.
 NP0372'THE MARK IS 0.49 METERS  N FROM  A WITNESS POST
 NP0372'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0145 ***********************************************************************
 MN0145  DESIGNATION -  G 344
 MN0145  PID         -  MN0145
 MN0145  STATE/COUNTY-  NE/MORRILL
 MN0145  COUNTRY     -  US
 MN0145  USGS QUAD   -  BRIDGEPORT (2017)
 MN0145
 MN0145                         *CURRENT SURVEY CONTROL
 MN0145  ______________________________________________________________________
 MN0145* NAD 83(1986) POSITION- 41 42 07.     (N) 103 06 52.     (W)   SCALED
 MN0145* NAVD 88 ORTHO HEIGHT -  1131.073 (meters)     3710.86  (feet) ADJUSTED
 MN0145  ______________________________________________________________________
 MN0145  GEOID HEIGHT    -        -19.452 (meters)                     GEOID18
 MN0145  DYNAMIC HEIGHT  -       1130.365 (meters)     3708.54  (feet) COMP
 MN0145  MODELED GRAVITY -    979,957.6   (mgal)                       NAVD 88
 MN0145
 MN0145  VERT ORDER      -  FIRST     CLASS II
 MN0145
 MN0145.The horizontal coordinates were scaled from a map and have
 MN0145.an estimated accuracy of +/- 6 seconds.
 MN0145
 MN0145.The orthometric height was determined by differential leveling and
 MN0145.adjusted by the NATIONAL GEODETIC SURVEY
 MN0145.in June 1991.
 MN0145
 MN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0145.GEOID18 height accuracy estimate available here.
 MN0145
 MN0145.Click photographs - Photos may exist for this station.
 MN0145
 MN0145.The dynamic height is computed by dividing the NAVD 88
 MN0145.geopotential number by the normal gravity value computed on the
 MN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0145.degrees latitude (g = 980.6199 gals.).
 MN0145
 MN0145.The modeled gravity was interpolated from observed gravity values.
 MN0145
 MN0145;                    North         East    Units  Estimated Accuracy
 MN0145;SPC NE       -   212,130.      240,910.      MT  (+/- 180 meters Scaled)
 MN0145
 MN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568184(NAD 83)
 MN0145
 MN0145                          SUPERSEDED SURVEY CONTROL
 MN0145
 MN0145  NGVD 29 (??/??/92) 1130.510  (m)         3709.01   (f) ADJ UNCH    1 2
 MN0145
 MN0145.Superseded values are not recommended for survey control.
 MN0145
 MN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0145.See file dsdata.pdf to determine how the superseded data were derived.
 MN0145
 MN0145_MARKER: DB = BENCH MARK DISK
 MN0145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0145_SP_SET: CONCRETE PIER
 MN0145_STAMPING: G 344 1956
 MN0145_MARK LOGO: CGS
 MN0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0145
 MN0145  HISTORY     - Date     Condition        Report By
 MN0145  HISTORY     - 1956     MONUMENTED       CGS
 MN0145  HISTORY     - 1985     GOOD             NGS
 MN0145
 MN0145                          STATION DESCRIPTION
 MN0145
 MN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0145'3.1 MI N FROM BRIDGEPORT.
 MN0145'3.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0145'FROM THE STATION AT BRIDGEPORT, 16.7 FEET EAST OF THE EAST
 MN0145'RAIL, AT THE OVERPASS OF U.S. HIGHWAY 26 NORTH, 2.8 FEET ABOVE
 MN0145'THE GROUND, SET VERTICALLY IN THE WEST SIDE OF THE NORTH ONE
 MN0145'OF THE FIRST TWO PIERS EAST OF THE TRACK, IN THE SOUTHWEST 1/4
 MN0145'OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0145
 MN0145                          STATION RECOVERY (1985)
 MN0145
 MN0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0145'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0145'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD AND US
 MN0145'HIGHWAY 26 OVERPASS IS NOW US HIGHWAY 385 OVERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0678 ***********************************************************************
 MN0678  DESIGNATION -  G 344 RESET
 MN0678  PID         -  MN0678
 MN0678  STATE/COUNTY-  NE/MORRILL
 MN0678  COUNTRY     -  US
 MN0678  USGS QUAD   -  BRIDGEPORT (2017)
 MN0678
 MN0678                         *CURRENT SURVEY CONTROL
 MN0678  ______________________________________________________________________
 MN0678* NAD 83(1986) POSITION- 41 42 07.     (N) 103 06 52.     (W)   SCALED
 MN0678* NAVD 88 ORTHO HEIGHT -  1128.87  (meters)     3703.6   (feet) RESET
 MN0678  ______________________________________________________________________
 MN0678  GEOID HEIGHT    -        -19.452 (meters)                     GEOID18
 MN0678  VERT ORDER      -  THIRD
 MN0678
 MN0678.The horizontal coordinates were scaled from a map and have
 MN0678.an estimated accuracy of +/- 6 seconds.
 MN0678
 MN0678.The orthometric height was computed from unverified reset data.
 MN0678
 MN0678.No vertical observational check was made to the station.
 MN0678
 MN0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0678.GEOID18 height accuracy estimate available here.
 MN0678
 MN0678.Click photographs - Photos may exist for this station.
 MN0678
 MN0678;                    North         East    Units  Estimated Accuracy
 MN0678;SPC NE       -   212,130.      240,910.      MT  (+/- 180 meters Scaled)
 MN0678
 MN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568184(NAD 83)
 MN0678
 MN0678                          SUPERSEDED SURVEY CONTROL
 MN0678
 MN0678  NGVD 29 (01/31/13) 1128.30   (m)         3701.8    (f) RESET       3  
 MN0678
 MN0678.Superseded values are not recommended for survey control.
 MN0678
 MN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0678.See file dsdata.pdf to determine how the superseded data were derived.
 MN0678
 MN0678_MARKER: DV = VERTICAL CONTROL DISK
 MN0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0678_STAMPING: G 344 RESET 1986
 MN0678_MARK LOGO: NEDR
 MN0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0678+STABILITY: SURFACE MOTION
 MN0678
 MN0678  HISTORY     - Date     Condition        Report By
 MN0678  HISTORY     - 1986     MONUMENTED       NEDR
 MN0678
 MN0678                          STATION DESCRIPTION
 MN0678
 MN0678'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 MN0678'FROM THE STATE WEIGHT STATION AT THE JUNCTION OF HIGHWAYS 385 ANS 26
 MN0678'GO NORTHWEST ON 385 FOR 1.65 MILES (2.66 KM) TO RAILROAD OVERPASS
 MN0678'FROM MILEPOST 76 GO NORTHWEST ON 385 FOR .55 MILES (0.89 KM) TO
 MN0678'RAILROAD OVERPASS, MARK IS 1 FOOT (0.3 M) NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0382 ***********************************************************************
 NP0382  DESIGNATION -  G 345
 NP0382  PID         -  NP0382
 NP0382  STATE/COUNTY-  NE/BOX BUTTE
 NP0382  COUNTRY     -  US
 NP0382  USGS QUAD   -  MARSLAND SW (2017)
 NP0382
 NP0382                         *CURRENT SURVEY CONTROL
 NP0382  ______________________________________________________________________
 NP0382* NAD 83(1986) POSITION- 42 19 24.     (N) 103 23 12.     (W)   SCALED
 NP0382* NAVD 88 ORTHO HEIGHT -  1397.111 (meters)     4583.69  (feet) POSTED
 NP0382  ______________________________________________________________________
 NP0382  GEOID HEIGHT    -        -18.071 (meters)                     GEOID18
 NP0382  DYNAMIC HEIGHT  -       1396.26  (meters)     4580.9   (feet) COMP
 NP0382  MODELED GRAVITY -    979,960.6   (mgal)                       NAVD 88
 NP0382
 NP0382  VERT ORDER      -  * POSTED, SEE BELOW
 NP0382
 NP0382.The horizontal coordinates were scaled from a map and have
 NP0382.an estimated accuracy of +/- 6 seconds.
 NP0382
 NP0382.The orthometric height was determined by differential leveling
 NP0382.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0382
 NP0382.* This is a POSTED BENCH MARK height.
 NP0382
 NP0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0382.GEOID18 height accuracy estimate available here.
 NP0382
 NP0382.Click photographs - Photos may exist for this station.
 NP0382
 NP0382.The dynamic height is computed by dividing the NAVD 88
 NP0382.geopotential number by the normal gravity value computed on the
 NP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0382.degrees latitude (g = 980.6199 gals.).
 NP0382
 NP0382.The modeled gravity was interpolated from observed gravity values.
 NP0382
 NP0382;                    North         East    Units  Estimated Accuracy
 NP0382;SPC NE       -   281,930.      220,980.      MT  (+/- 180 meters Scaled)
 NP0382
 NP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG329869(NAD 83)
 NP0382
 NP0382                          SUPERSEDED SURVEY CONTROL
 NP0382
 NP0382  NGVD 29 (??/??/92) 1396.427  (m)         4581.44   (f) ADJ UNCH    2 0
 NP0382
 NP0382.Superseded values are not recommended for survey control.
 NP0382
 NP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0382.See file dsdata.pdf to determine how the superseded data were derived.
 NP0382
 NP0382_MARKER: DB = BENCH MARK DISK
 NP0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0382_STAMPING: G 345 1956
 NP0382_MARK LOGO: CGS
 NP0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0382+STABILITY: SURFACE MOTION
 NP0382
 NP0382  HISTORY     - Date     Condition        Report By
 NP0382  HISTORY     - 1956     MONUMENTED       CGS
 NP0382
 NP0382                          STATION DESCRIPTION
 NP0382
 NP0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0382'16 MI W FROM HEMINGFORD.
 NP0382'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0382'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 87,
 NP0382'53 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE,
 NP0382'55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST
 NP0382'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 14 FEET SOUTH
 NP0382'OF A FENCE CORNER, 14 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 NP0382'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0382'0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 16,
 NP0382'TOWNSHIP 27 NORTH, RANGE 52 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1706 ***********************************************************************
 MK1706  DESIGNATION -  G 346
 MK1706  PID         -  MK1706
 MK1706  STATE/COUNTY-  NE/PLATTE
 MK1706  COUNTRY     -  US
 MK1706  USGS QUAD   -  TARNOV (2017)
 MK1706
 MK1706                         *CURRENT SURVEY CONTROL
 MK1706  ______________________________________________________________________
 MK1706* NAD 83(1986) POSITION- 41 34 12.     (N) 097 34 55.     (W)   SCALED
 MK1706* NAVD 88 ORTHO HEIGHT -   482.880 (meters)     1584.25  (feet) ADJUSTED
 MK1706  ______________________________________________________________________
 MK1706  GEOID HEIGHT    -        -24.980 (meters)                     GEOID18
 MK1706  DYNAMIC HEIGHT  -        482.667 (meters)     1583.55  (feet) COMP
 MK1706  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 MK1706
 MK1706  VERT ORDER      -  SECOND    CLASS 0
 MK1706
 MK1706.The horizontal coordinates were scaled from a map and have
 MK1706.an estimated accuracy of +/- 6 seconds.
 MK1706
 MK1706.The orthometric height was determined by differential leveling and
 MK1706.adjusted by the NATIONAL GEODETIC SURVEY
 MK1706.in June 1991.
 MK1706
 MK1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1706.GEOID18 height accuracy estimate available here.
 MK1706
 MK1706.Click photographs - Photos may exist for this station.
 MK1706
 MK1706.The dynamic height is computed by dividing the NAVD 88
 MK1706.geopotential number by the normal gravity value computed on the
 MK1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1706.degrees latitude (g = 980.6199 gals.).
 MK1706
 MK1706.The modeled gravity was interpolated from observed gravity values.
 MK1706
 MK1706;                    North         East    Units  Estimated Accuracy
 MK1706;SPC NE       -   195,630.      701,590.      MT  (+/- 180 meters Scaled)
 MK1706
 MK1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM182030(NAD 83)
 MK1706
 MK1706                          SUPERSEDED SURVEY CONTROL
 MK1706
 MK1706  NGVD 29 (??/??/92)  482.686  (m)         1583.61   (f) ADJ UNCH    2 0
 MK1706
 MK1706.Superseded values are not recommended for survey control.
 MK1706
 MK1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1706.See file dsdata.pdf to determine how the superseded data were derived.
 MK1706
 MK1706_MARKER: DB = BENCH MARK DISK
 MK1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1706_STAMPING: G 346 1957
 MK1706_MARK LOGO: CGS
 MK1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1706+STABILITY: SURFACE MOTION
 MK1706
 MK1706  HISTORY     - Date     Condition        Report By
 MK1706  HISTORY     - 1957     MONUMENTED       CGS
 MK1706  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1706
 MK1706                          STATION DESCRIPTION
 MK1706
 MK1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1706'6.5 MI NW FROM PLATTE CENTER.
 MK1706'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1706'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST, THENCE
 MK1706'2.7 MILES NORTHWEST, IN SECTION 32, T. 19 N., R. 2 W., 235
 MK1706'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 36 FEET
 MK1706'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 140 FEET SOUTHWEST
 MK1706'OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE, 3 FEET NORTHEAST
 MK1706'OF THE SOUTHWEST CORNER OF THE SCHOOL YARD, 2 FEET BELOW THE
 MK1706'LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH
 MK1706'PROJECTS 4 INCHES.
 MK1706
 MK1706                          STATION RECOVERY (1989)
 MK1706
 MK1706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1706'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0209 ***********************************************************************
 NO0209  DESIGNATION -  G 347
 NO0209  PID         -  NO0209
 NO0209  STATE/COUNTY-  NE/CHERRY
 NO0209  COUNTRY     -  US
 NO0209  USGS QUAD   -  CODY EAST (2017)
 NO0209
 NO0209                         *CURRENT SURVEY CONTROL
 NO0209  ______________________________________________________________________
 NO0209* NAD 83(1986) POSITION- 42 55 50.     (N) 101 13 32.     (W)   SCALED
 NO0209* NAVD 88 ORTHO HEIGHT -   950.849 (meters)     3119.58  (feet) ADJUSTED
 NO0209  ______________________________________________________________________
 NO0209  GEOID HEIGHT    -        -20.423 (meters)                     GEOID18
 NO0209  DYNAMIC HEIGHT  -        950.438 (meters)     3118.23  (feet) COMP
 NO0209  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 NO0209
 NO0209  VERT ORDER      -  FIRST     CLASS II
 NO0209
 NO0209.The horizontal coordinates were scaled from a map and have
 NO0209.an estimated accuracy of +/- 6 seconds.
 NO0209
 NO0209.The orthometric height was determined by differential leveling and
 NO0209.adjusted by the NATIONAL GEODETIC SURVEY
 NO0209.in June 1991.
 NO0209
 NO0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0209.GEOID18 height accuracy estimate available here.
 NO0209
 NO0209.Click photographs - Photos may exist for this station.
 NO0209
 NO0209.The dynamic height is computed by dividing the NAVD 88
 NO0209.geopotential number by the normal gravity value computed on the
 NO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0209.degrees latitude (g = 980.6199 gals.).
 NO0209
 NO0209.The modeled gravity was interpolated from observed gravity values.
 NO0209
 NO0209;                    North         East    Units  Estimated Accuracy
 NO0209;SPC NE       -   344,620.      399,960.      MT  (+/- 180 meters Scaled)
 NO0209
 NO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN183555(NAD 83)
 NO0209
 NO0209                          SUPERSEDED SURVEY CONTROL
 NO0209
 NO0209  NGVD 29 (??/??/92)  950.470  (m)         3118.33   (f) ADJ UNCH    1 2
 NO0209
 NO0209.Superseded values are not recommended for survey control.
 NO0209
 NO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0209.See file dsdata.pdf to determine how the superseded data were derived.
 NO0209
 NO0209_MARKER: DB = BENCH MARK DISK
 NO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0209_STAMPING: G 347 1957
 NO0209_MARK LOGO: CGS
 NO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0209+STABILITY: SURFACE MOTION
 NO0209
 NO0209  HISTORY     - Date     Condition        Report By
 NO0209  HISTORY     - 1957     MONUMENTED       CGS
 NO0209
 NO0209                          STATION DESCRIPTION
 NO0209
 NO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0209'1.1 MI E FROM CODY.
 NO0209'ABOUT 1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0209'FROM THE STATION AT CODY, IN SECTION 8, T. 34 N., R. 33 W., 16 FEET
 NO0209'NORTH-NORTHWEST OF THE SEVENTH POLE WEST OF MILEPOST 306, 40 FEET
 NO0209'SOUTH OF THE SOUTH RAIL, 103 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0209'HIGHWAY 20, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0209'5 FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0209'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0219 ***********************************************************************
 NP0219  DESIGNATION -  G 348
 NP0219  PID         -  NP0219
 NP0219  STATE/COUNTY-  NE/DAWES
 NP0219  COUNTRY     -  US
 NP0219  USGS QUAD   -  BORDEAUX (2017)
 NP0219
 NP0219                         *CURRENT SURVEY CONTROL
 NP0219  ______________________________________________________________________
 NP0219* NAD 83(1986) POSITION- 42 47 01.     (N) 102 50 00.     (W)   SCALED
 NP0219* NAVD 88 ORTHO HEIGHT -  1107.882 (meters)     3634.78  (feet) ADJUSTED
 NP0219  ______________________________________________________________________
 NP0219  GEOID HEIGHT    -        -17.943 (meters)                     GEOID18
 NP0219  DYNAMIC HEIGHT  -       1107.330 (meters)     3632.97  (feet) COMP
 NP0219  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 NP0219
 NP0219  VERT ORDER      -  FIRST     CLASS II
 NP0219
 NP0219.The horizontal coordinates were scaled from a map and have
 NP0219.an estimated accuracy of +/- 6 seconds.
 NP0219
 NP0219.The orthometric height was determined by differential leveling and
 NP0219.adjusted by the NATIONAL GEODETIC SURVEY
 NP0219.in June 1991.
 NP0219
 NP0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0219.GEOID18 height accuracy estimate available here.
 NP0219
 NP0219.Click photographs - Photos may exist for this station.
 NP0219
 NP0219.The dynamic height is computed by dividing the NAVD 88
 NP0219.geopotential number by the normal gravity value computed on the
 NP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0219.degrees latitude (g = 980.6199 gals.).
 NP0219
 NP0219.The modeled gravity was interpolated from observed gravity values.
 NP0219
 NP0219;                    North         East    Units  Estimated Accuracy
 NP0219;SPC NE       -   331,380.      268,220.      MT  (+/- 180 meters Scaled)
 NP0219
 NP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH772390(NAD 83)
 NP0219
 NP0219                          SUPERSEDED SURVEY CONTROL
 NP0219
 NP0219  NGVD 29 (??/??/92) 1107.343  (m)         3633.01   (f) ADJ UNCH    1 2
 NP0219
 NP0219.Superseded values are not recommended for survey control.
 NP0219
 NP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0219.See file dsdata.pdf to determine how the superseded data were derived.
 NP0219
 NP0219_MARKER: DB = BENCH MARK DISK
 NP0219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0219_SP_SET: CULVERT HEADWALL
 NP0219_STAMPING: G 348 1957
 NP0219_MARK LOGO: CGS
 NP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0219+STABILITY: SURFACE MOTION
 NP0219
 NP0219  HISTORY     - Date     Condition        Report By
 NP0219  HISTORY     - 1957     MONUMENTED       CGS
 NP0219
 NP0219                          STATION DESCRIPTION
 NP0219
 NP0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0219'9.3 MI SE FROM CHADRON.
 NP0219'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0219'RAILWAY FROM THE STATION AT CHADRON, 3 POLES SOUTHEAST OF MILEPOST
 NP0219'397, 0.2 MILE SOUTHEAST OF A ROAD CROSSING, 11 FEET NORTHEAST
 NP0219'OF THE NORTHEAST RAIL, ABOUT 1 FOOT BELOW THE RAIL AND IN THE TOP
 NP0219'OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0236 ***********************************************************************
 NP0236  DESIGNATION -  G 349
 NP0236  PID         -  NP0236
 NP0236  STATE/COUNTY-  NE/DAWES
 NP0236  COUNTRY     -  US
 NP0236  USGS QUAD   -  CHADRON EAST (2017)
 NP0236
 NP0236                         *CURRENT SURVEY CONTROL
 NP0236  ______________________________________________________________________
 NP0236* NAD 83(1986) POSITION- 42 50 25.     (N) 102 59 35.     (W)   SCALED
 NP0236* NAVD 88 ORTHO HEIGHT -  1034.818 (meters)     3395.07  (feet) ADJUSTED
 NP0236  ______________________________________________________________________
 NP0236  GEOID HEIGHT    -        -17.992 (meters)                     GEOID18
 NP0236  DYNAMIC HEIGHT  -       1034.309 (meters)     3393.40  (feet) COMP
 NP0236  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 NP0236
 NP0236  VERT ORDER      -  FIRST     CLASS II
 NP0236
 NP0236.The horizontal coordinates were scaled from a map and have
 NP0236.an estimated accuracy of +/- 6 seconds.
 NP0236
 NP0236.The orthometric height was determined by differential leveling and
 NP0236.adjusted by the NATIONAL GEODETIC SURVEY
 NP0236.in June 1991.
 NP0236
 NP0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0236.GEOID18 height accuracy estimate available here.
 NP0236
 NP0236.Click photographs - Photos may exist for this station.
 NP0236
 NP0236.The dynamic height is computed by dividing the NAVD 88
 NP0236.geopotential number by the normal gravity value computed on the
 NP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0236.degrees latitude (g = 980.6199 gals.).
 NP0236
 NP0236.The modeled gravity was interpolated from observed gravity values.
 NP0236
 NP0236;                    North         East    Units  Estimated Accuracy
 NP0236;SPC NE       -   338,110.      255,380.      MT  (+/- 180 meters Scaled)
 NP0236
 NP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH640450(NAD 83)
 NP0236
 NP0236                          SUPERSEDED SURVEY CONTROL
 NP0236
 NP0236  NGVD 29 (??/??/92) 1034.277  (m)         3393.29   (f) ADJ UNCH    1 2
 NP0236
 NP0236.Superseded values are not recommended for survey control.
 NP0236
 NP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0236.See file dsdata.pdf to determine how the superseded data were derived.
 NP0236
 NP0236_MARKER: DB = BENCH MARK DISK
 NP0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0236_SP_SET: FOUNDATION
 NP0236_STAMPING: G 349 1957
 NP0236_MARK LOGO: CGS
 NP0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0236
 NP0236  HISTORY     - Date     Condition        Report By
 NP0236  HISTORY     - 1957     MONUMENTED       CGS
 NP0236  HISTORY     - 1974     GOOD             CNWRR
 NP0236
 NP0236                          STATION DESCRIPTION
 NP0236
 NP0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0236'0.9 MI NE FROM CHADRON.
 NP0236'ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 NP0236'AT CHADRON, THENCE 0.3 MILE EAST ALONG A DIRT STREET, IN SECTION
 NP0236'17, T. 33 N., R. 48 W., AT O AND N AIRPORT, 7 INCHES SOUTHEAST
 NP0236'OF THE SOUTHEAST CORNER OF THE MOST NORTHERLY HANGAR, ABOUT 1
 NP0236'FOOT ABOVE THE GROUND, IN THE TOP OF THE CONCRETE FOUNDATION
 NP0236'OF THE HANGAR.
 NP0236
 NP0236                          STATION RECOVERY (1974)
 NP0236
 NP0236'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1974
 NP0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0058 ***********************************************************************
 NP0058  DESIGNATION -  G 35
 NP0058  PID         -  NP0058
 NP0058  STATE/COUNTY-  NE/SHERIDAN
 NP0058  COUNTRY     -  US
 NP0058  USGS QUAD   -  GORDON (2017)
 NP0058
 NP0058                         *CURRENT SURVEY CONTROL
 NP0058  ______________________________________________________________________
 NP0058* NAD 83(1986) POSITION- 42 50 57.     (N) 102 12 11.     (W)   SCALED
 NP0058* NAVD 88 ORTHO HEIGHT -  1117.464 (meters)     3666.21  (feet) ADJUSTED
 NP0058  ______________________________________________________________________
 NP0058  GEOID HEIGHT    -        -18.410 (meters)                     GEOID18
 NP0058  DYNAMIC HEIGHT  -       1116.938 (meters)     3664.49  (feet) COMP
 NP0058  MODELED GRAVITY -    980,110.7   (mgal)                       NAVD 88
 NP0058
 NP0058  VERT ORDER      -  SECOND    CLASS 0
 NP0058
 NP0058.The horizontal coordinates were scaled from a map and have
 NP0058.an estimated accuracy of +/- 6 seconds.
 NP0058
 NP0058.The orthometric height was determined by differential leveling and
 NP0058.adjusted by the NATIONAL GEODETIC SURVEY
 NP0058.in June 1991.
 NP0058
 NP0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0058.GEOID18 height accuracy estimate available here.
 NP0058
 NP0058.Click photographs - Photos may exist for this station.
 NP0058
 NP0058.The dynamic height is computed by dividing the NAVD 88
 NP0058.geopotential number by the normal gravity value computed on the
 NP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0058.degrees latitude (g = 980.6199 gals.).
 NP0058
 NP0058.The modeled gravity was interpolated from observed gravity values.
 NP0058
 NP0058;                    North         East    Units  Estimated Accuracy
 NP0058;SPC NE       -   337,160.      319,950.      MT  (+/- 180 meters Scaled)
 NP0058
 NP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH285478(NAD 83)
 NP0058
 NP0058                          SUPERSEDED SURVEY CONTROL
 NP0058
 NP0058  NGVD 29 (??/??/92) 1116.968  (m)         3664.59   (f) ADJ UNCH    2 0
 NP0058
 NP0058.Superseded values are not recommended for survey control.
 NP0058
 NP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0058.See file dsdata.pdf to determine how the superseded data were derived.
 NP0058
 NP0058_MARKER: DB = BENCH MARK DISK
 NP0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0058_STAMPING: G 35 1934
 NP0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0058+STABILITY: SURFACE MOTION
 NP0058
 NP0058  HISTORY     - Date     Condition        Report By
 NP0058  HISTORY     - 1934     MONUMENTED       CGS
 NP0058  HISTORY     - 1941     GOOD             CGS
 NP0058
 NP0058                          STATION DESCRIPTION
 NP0058
 NP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NP0058'2.8 MI N FROM GORDON.
 NP0058'2.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0058'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, AT THE
 NP0058'INTERSECTION OF A SECTION-LINE ROAD, 42 FEET SOUTH OF THE
 NP0058'CENTERLINE OF THE CROSS ROAD 37 FEET WEST OF THE CENTERLINE OF
 NP0058'THE HIGHWAY, 23.5 FEET SOUTH OF A 24-INCH CULVERT, AND 17.4 FEET
 NP0058'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 35 1934
 NP0058'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NP0058'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0326 ***********************************************************************
 NO0326  DESIGNATION -  G 350
 NO0326  PID         -  NO0326
 NO0326  STATE/COUNTY-  NE/CHERRY
 NO0326  COUNTRY     -  US
 NO0326  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0326
 NO0326                         *CURRENT SURVEY CONTROL
 NO0326  ______________________________________________________________________
 NO0326* NAD 83(1986) POSITION- 42 53 44.     (N) 101 50 28.     (W)   SCALED
 NO0326* NAVD 88 ORTHO HEIGHT -  1024.797 (meters)     3362.19  (feet) ADJUSTED
 NO0326  ______________________________________________________________________
 NO0326  GEOID HEIGHT    -        -19.140 (meters)                     GEOID18
 NO0326  DYNAMIC HEIGHT  -       1024.333 (meters)     3360.67  (feet) COMP
 NO0326  MODELED GRAVITY -    980,132.1   (mgal)                       NAVD 88
 NO0326
 NO0326  VERT ORDER      -  FIRST     CLASS II
 NO0326
 NO0326.The horizontal coordinates were scaled from a map and have
 NO0326.an estimated accuracy of +/- 6 seconds.
 NO0326
 NO0326.The orthometric height was determined by differential leveling and
 NO0326.adjusted by the NATIONAL GEODETIC SURVEY
 NO0326.in June 1991.
 NO0326
 NO0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0326.GEOID18 height accuracy estimate available here.
 NO0326
 NO0326.Click photographs - Photos may exist for this station.
 NO0326
 NO0326.The dynamic height is computed by dividing the NAVD 88
 NO0326.geopotential number by the normal gravity value computed on the
 NO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0326.degrees latitude (g = 980.6199 gals.).
 NO0326
 NO0326.The modeled gravity was interpolated from observed gravity values.
 NO0326
 NO0326;                    North         East    Units  Estimated Accuracy
 NO0326;SPC NE       -   341,620.      349,640.      MT  (+/- 180 meters Scaled)
 NO0326
 NO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN680531(NAD 83)
 NO0326
 NO0326                          SUPERSEDED SURVEY CONTROL
 NO0326
 NO0326  NGVD 29 (??/??/92) 1024.353  (m)         3360.73   (f) ADJ UNCH    1 2
 NO0326
 NO0326.Superseded values are not recommended for survey control.
 NO0326
 NO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0326.See file dsdata.pdf to determine how the superseded data were derived.
 NO0326
 NO0326_MARKER: DB = BENCH MARK DISK
 NO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0326_STAMPING: G 350 1957
 NO0326_MARK LOGO: CGS
 NO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0326+STABILITY: SURFACE MOTION
 NO0326
 NO0326  HISTORY     - Date     Condition        Report By
 NO0326  HISTORY     - 1957     MONUMENTED       CGS
 NO0326
 NO0326                          STATION DESCRIPTION
 NO0326
 NO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0326'7.8 MI W FROM MERRIMAN.
 NO0326'ABOUT 7.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0326'FROM THE STATION AT MERRIMAN, IN T. 33 N., R. 38 W., SECTION
 NO0326'30., 100 YARDS NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NO0326'IN LINE WITH A ROW OF TELEPHONE POLES, 2 1/2 POLES EAST OF
 NO0326'MILEPOST 340, EAST OF A TELEPHONE POLE, 54 FEET SOUTH OF THE
 NO0326'SOUTH RAIL OF THE TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0326'WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0326'9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0014 ***********************************************************************
 NP0014  DESIGNATION -  G 351
 NP0014  PID         -  NP0014
 NP0014  STATE/COUNTY-  NE/SHERIDAN
 NP0014  COUNTRY     -  US
 NP0014  USGS QUAD   -  GORDON (2017)
 NP0014
 NP0014                         *CURRENT SURVEY CONTROL
 NP0014  ______________________________________________________________________
 NP0014* NAD 83(1986) POSITION- 42 48 04.     (N) 102 10 45.     (W)   SCALED
 NP0014* NAVD 88 ORTHO HEIGHT -  1079.490 (meters)     3541.63  (feet) ADJUSTED
 NP0014  ______________________________________________________________________
 NP0014  GEOID HEIGHT    -        -18.465 (meters)                     GEOID18
 NP0014  DYNAMIC HEIGHT  -       1078.979 (meters)     3539.95  (feet) COMP
 NP0014  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 NP0014
 NP0014  VERT ORDER      -  FIRST     CLASS II
 NP0014
 NP0014.This mark is at Gordon Municipal Airport (GRN)
 NP0014
 NP0014.The horizontal coordinates were scaled from a map and have
 NP0014.an estimated accuracy of +/- 6 seconds.
 NP0014
 NP0014.The orthometric height was determined by differential leveling and
 NP0014.adjusted by the NATIONAL GEODETIC SURVEY
 NP0014.in June 1991.
 NP0014
 NP0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0014.GEOID18 height accuracy estimate available here.
 NP0014
 NP0014.Click photographs - Photos may exist for this station.
 NP0014
 NP0014.The dynamic height is computed by dividing the NAVD 88
 NP0014.geopotential number by the normal gravity value computed on the
 NP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0014.degrees latitude (g = 980.6199 gals.).
 NP0014
 NP0014.The modeled gravity was interpolated from observed gravity values.
 NP0014
 NP0014;                    North         East    Units  Estimated Accuracy
 NP0014;SPC NE       -   331,770.      321,770.      MT  (+/- 180 meters Scaled)
 NP0014
 NP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH306425(NAD 83)
 NP0014
 NP0014                          SUPERSEDED SURVEY CONTROL
 NP0014
 NP0014  NGVD 29 (??/??/92) 1079.002  (m)         3540.03   (f) ADJ UNCH    1 2
 NP0014
 NP0014.Superseded values are not recommended for survey control.
 NP0014
 NP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0014.See file dsdata.pdf to determine how the superseded data were derived.
 NP0014
 NP0014_MARKER: DB = BENCH MARK DISK
 NP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0014_STAMPING: G 351 1957
 NP0014_MARK LOGO: CGS
 NP0014_PROJECTION: PROJECTING
 NP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0014+STABILITY: SURFACE MOTION
 NP0014
 NP0014  HISTORY     - Date     Condition        Report By
 NP0014  HISTORY     - 1957     MONUMENTED       CGS
 NP0014
 NP0014                          STATION DESCRIPTION
 NP0014
 NP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0014'1.6 MI E FROM GORDON.
 NP0014'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0014'RAILWAY FROM THE STATION AT GORDON, THENCE 0.6 MILE SOUTHEAST
 NP0014'ALONG A RUNWAY OF THE GORDON AIRPORT TO A BEACON TOWER, IN T.
 NP0014'33 N., R. 41 W., AND IN THE CENTER OF SECTION 29., 347 FEET
 NP0014'WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE AIRPORT, 81
 NP0014'FEET SOUTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK MAINTENANCE
 NP0014'HANGAR AND OFFICE BUILDING, SET IN THE CENTER OF THE FOUR STEEL
 NP0014'LEGS OF THE BEACON TOWER, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0014'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0045 ***********************************************************************
 NP0045  DESIGNATION -  G 352
 NP0045  PID         -  NP0045
 NP0045  STATE/COUNTY-  NE/SHERIDAN
 NP0045  COUNTRY     -  US
 NP0045  USGS QUAD   -  RUSHVILLE (2017)
 NP0045
 NP0045                         *CURRENT SURVEY CONTROL
 NP0045  ______________________________________________________________________
 NP0045* NAD 83(1986) POSITION- 42 44 24.     (N) 102 26 27.     (W)   SCALED
 NP0045* NAVD 88 ORTHO HEIGHT -  1144.701 (meters)     3755.57  (feet) ADJUSTED
 NP0045  ______________________________________________________________________
 NP0045  GEOID HEIGHT    -        -18.159 (meters)                     GEOID18
 NP0045  DYNAMIC HEIGHT  -       1144.126 (meters)     3753.69  (feet) COMP
 NP0045  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 NP0045
 NP0045  VERT ORDER      -  FIRST     CLASS II
 NP0045
 NP0045.This mark is at Modisett Airport (9V5)
 NP0045
 NP0045.The horizontal coordinates were scaled from a map and have
 NP0045.an estimated accuracy of +/- 6 seconds.
 NP0045
 NP0045.The orthometric height was determined by differential leveling and
 NP0045.adjusted by the NATIONAL GEODETIC SURVEY
 NP0045.in June 1991.
 NP0045
 NP0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0045.GEOID18 height accuracy estimate available here.
 NP0045
 NP0045.Click photographs - Photos may exist for this station.
 NP0045
 NP0045.The dynamic height is computed by dividing the NAVD 88
 NP0045.geopotential number by the normal gravity value computed on the
 NP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0045.degrees latitude (g = 980.6199 gals.).
 NP0045
 NP0045.The modeled gravity was interpolated from observed gravity values.
 NP0045
 NP0045;                    North         East    Units  Estimated Accuracy
 NP0045;SPC NE       -   325,560.      300,180.      MT  (+/- 180 meters Scaled)
 NP0045
 NP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH094351(NAD 83)
 NP0045
 NP0045                          SUPERSEDED SURVEY CONTROL
 NP0045
 NP0045  NGVD 29 (??/??/92) 1144.177  (m)         3753.85   (f) ADJ UNCH    1 2
 NP0045
 NP0045.Superseded values are not recommended for survey control.
 NP0045
 NP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0045.See file dsdata.pdf to determine how the superseded data were derived.
 NP0045
 NP0045_MARKER: DB = BENCH MARK DISK
 NP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0045_STAMPING: G 352 1957
 NP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0045+STABILITY: SURFACE MOTION
 NP0045
 NP0045  HISTORY     - Date     Condition        Report By
 NP0045  HISTORY     - 1957     MONUMENTED       CGS
 NP0045
 NP0045                          STATION DESCRIPTION
 NP0045
 NP0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0045'2.2 MI NE FROM RUSHVILLE.
 NP0045'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0045'FROM THE STATION AT RUSHVILLE, THENCE 1.0 MILE NORTH ALONG A
 NP0045'DIRT ROAD TO THE MODISETT AIRPORT, AT THE AIRPORT, 73 FEET
 NP0045'NORTH WEST OF THE NORTHWEST CORNER OF THE MIDDLE HANGAR, 3 1/2
 NP0045'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING,
 NP0045'IN T. 32 N., R. 44 W., SECTION 23., 1 1/2 FEET EAST OF THE EAST
 NP0045'SIDE OF THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE
 NP0045'POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0199 ***********************************************************************
 NP0199  CBN         -  This is a Cooperative Base Network Control Station.
 NP0199  DESIGNATION -  G 353
 NP0199  PID         -  NP0199
 NP0199  STATE/COUNTY-  NE/SHERIDAN
 NP0199  COUNTRY     -  US
 NP0199  USGS QUAD   -  HAY SPRINGS (2017)
 NP0199
 NP0199                         *CURRENT SURVEY CONTROL
 NP0199  ______________________________________________________________________
 NP0199* NAD 83(2011) POSITION- 42 41 23.77734(N) 102 38 30.55671(W)   ADJUSTED
 NP0199* NAD 83(2011) ELLIP HT-  1148.394 (meters)        (06/27/12)   ADJUSTED
 NP0199* NAD 83(2011) EPOCH   -  2010.00
 NP0199* NAVD 88 ORTHO HEIGHT -  1166.411 (meters)     3826.80  (feet) ADJUSTED
 NP0199  ______________________________________________________________________
 NP0199  GEOID HEIGHT    -        -18.032 (meters)                     GEOID18
 NP0199  NAD 83(2011) X  - -1,027,793.767 (meters)                     COMP
 NP0199  NAD 83(2011) Y  - -4,582,371.180 (meters)                     COMP
 NP0199  NAD 83(2011) Z  -  4,303,025.720 (meters)                     COMP
 NP0199  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 NP0199  DYNAMIC HEIGHT  -       1165.815 (meters)     3824.84  (feet) COMP
 NP0199  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 NP0199
 NP0199  VERT ORDER      -  FIRST     CLASS II
 NP0199
 NP0199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0199  Standards:
 NP0199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0199  -------------------------------------------------------------------
 NP0199  NETWORK    0.43   1.12           0.20   0.14   0.57     -0.02097137
 NP0199  -------------------------------------------------------------------
 NP0199  Click here for local accuracies and other accuracy information.
 NP0199
 NP0199.The horizontal coordinates were established by GPS observations
 NP0199.and adjusted by the National Geodetic Survey in June 2012.
 NP0199
 NP0199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0199.been affixed to the stable North American tectonic plate. See 
 NP0199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0199
 NP0199.The horizontal coordinates are valid at the epoch date displayed above
 NP0199.which is a decimal equivalence of Year/Month/Day.
 NP0199
 NP0199.The orthometric height was determined by differential leveling and
 NP0199.adjusted by the NATIONAL GEODETIC SURVEY
 NP0199.in June 1991.
 NP0199
 NP0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0199.GEOID18 height accuracy estimate available here.
 NP0199
 NP0199.Click photographs - Photos may exist for this station.
 NP0199
 NP0199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0199
 NP0199.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0199
 NP0199.The ellipsoidal height was determined by GPS observations
 NP0199.and is referenced to NAD 83.
 NP0199
 NP0199.The dynamic height is computed by dividing the NAVD 88
 NP0199.geopotential number by the normal gravity value computed on the
 NP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0199.degrees latitude (g = 980.6199 gals.).
 NP0199
 NP0199.The modeled gravity was interpolated from observed gravity values.
 NP0199
 NP0199. The following values were computed from the NAD 83(2011) position.
 NP0199
 NP0199;                    North         East     Units Scale Factor Converg.
 NP0199;SPC NE       -   320,485.789   283,564.597   MT  0.99987263   -1 45 02.6
 NP0199;SPC NE       - 1,051,460.46    930,328.18   sFT  0.99987263   -1 45 02.6
 NP0199;UTM  13      - 4,729,080.156   693,179.400   MT  1.00005914   +1 35 57.9
 NP0199
 NP0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0199!SPC NE       -   0.99981993  x   0.99987263  =   0.99969258
 NP0199!UTM  13      -   0.99981993  x   1.00005914  =   0.99987906
 NP0199
 NP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9317929080(NAD 83)
 NP0199
 NP0199                          SUPERSEDED SURVEY CONTROL
 NP0199
 NP0199  NAD 83(2007)-  42 41 23.77718(N)    102 38 30.55781(W) AD(2002.00) 0
 NP0199  ELLIP H (02/10/07) 1148.421  (m)                       GP(2002.00)    
 NP0199  ELLIP H (09/24/01) 1148.401  (m)                       GP(       ) 4 1
 NP0199  NAD 83(1995)-  42 41 23.77647(N)    102 38 30.55812(W) AD(       ) B
 NP0199  ELLIP H (06/25/96) 1148.452  (m)                       GP(       ) 1 1
 NP0199  ELLIP H (01/07/93) 1148.516  (m)                       GP(       ) 4 2
 NP0199  NAD 83(1986)-  42 41 23.76872(N)    102 38 30.55871(W) AD(       ) 1
 NP0199  NAVD 88            1166.41   (m)         3826.8    (f) LEVELING    3  
 NP0199  NGVD 29 (??/??/92) 1165.874  (m)         3825.04   (f) ADJ UNCH    1 2
 NP0199  NGVD 29 (02/23/90) 1166.     (m)  RAPSU86  model used  GPS OBS        
 NP0199
 NP0199.Superseded values are not recommended for survey control.
 NP0199
 NP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0199.See file dsdata.pdf to determine how the superseded data were derived.
 NP0199
 NP0199_MARKER: DB = BENCH MARK DISK
 NP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0199_STAMPING: G 353 1957
 NP0199_MARK LOGO: CGS
 NP0199_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0199+STABILITY: SURFACE MOTION
 NP0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0199+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 NP0199
 NP0199  HISTORY     - Date     Condition        Report By
 NP0199  HISTORY     - 1957     MONUMENTED       CGS
 NP0199  HISTORY     - 19890712 GOOD             NGS
 NP0199  HISTORY     - 19950503 GOOD             NGS
 NP0199
 NP0199                          STATION DESCRIPTION
 NP0199
 NP0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0199'2.6 MI NE FROM HAY SPRINGS.
 NP0199'ABOUT 2.55 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0199'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 31 N., R. 45 W.,
 NP0199'SECTION 6., IN LINE WITH A ROW OF TELEPHONE POLES, 0.3 MILE
 NP0199'SOUTHWEST OF A ROAD CROSSING, 0.1 MILE SOUTHWEST OF A WOODEN
 NP0199'RAILROAD BRIDGE NUMBER 605, 60 FEET NORTHWEST OF THE CENTER LINE
 NP0199'OF U.S. HIGHWAY 20, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18
 NP0199'FEET SOUTHWEST OF THE FIRST POLE SOUTHWEST OF MILEPOST 384, ABOUT
 NP0199'2 FEET BELOW THE TOP OF THE RAILS, 1 1/2 FEET SOUTHWEST OF A WHITE
 NP0199'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0199'PROJECTS 6 INCHES.
 NP0199
 NP0199                          STATION RECOVERY (1989)
 NP0199
 NP0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0199'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF HAY SPRINGS IN A
 NP0199'MEDIAN SEPARATING U.S. HIGHWAY 20 AND A RALROAD TRACK.  OWNERSHIP--
 NP0199'CHICAGO AND NORTHWESTERN RAILWAY.
 NP0199'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NP0199'ROUTE 87 SOUTH ON THE WEST SIDE OF HAY SPRINGS, GO EAST THROUGH TOWN
 NP0199'ON U.S. HIGHWAY 20 FOR 3.82 KM (2.35 MI) TO HIGHWAY BRIDGE 08125.
 NP0199'CONTINUE AHEAD FOR 0.17 KM (0.10 MI) TO THE STATION ON THE LEFT, 0.48
 NP0199'KM (0.30 MI) BEFORE REACHING A TURN-OFF TO WALGREN LAKE.
 NP0199'THE STATION MARK IS SET 52.5 M (172.2 FT) WEST OF A RAILROAD MILEPOST
 NP0199'384 ON A UTILITY POLE, 18.0 M (59.1 FT) NORTH-NORTHWEST OF AND 0.5 M
 NP0199'(1.6 FT) HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 11.9 M (39.0 FT)
 NP0199'SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACK, 5.3 M
 NP0199'(17.4 FT) WEST-SOUTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) WEST OF A
 NP0199'WOODEN WITNESS POST AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 NP0199'DESCRIBED BY G.R.HEID, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
 NP0199
 NP0199                          STATION RECOVERY (1995)
 NP0199
 NP0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0199'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) EAST FROM HAY SPRINGS, 0.3
 NP0199'MI (0.5 KM) WEST FROM A ROAD LEADING TO THE WALGREN STATE RECREATION
 NP0199'AREA, BETWEEN U.S. HIGHWAY 20 AND AN OLD RAILROAD TRACK, ON THE NORTH
 NP0199'RIGHT-OF-WAY OF THE HIGHWAY AND IN THE SE1/4, SEC6, T31N, R45W.  TO
 NP0199'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 87 WITH U.S. HIGHWAY
 NP0199'20 AT THE WEST SIDE OF HAY SPRINGS, GO EAST ON HIGHWAY 20 FOR 2.35 MI
 NP0199'(3.78 KM) TO HIGHWAY BRIDGE 08125.  CONTINUE EAST ON THE HIGHWAY FOR
 NP0199'0.45 MI (0.72 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE
 NP0199'TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.3 FT (9.1
 NP0199'CM) BELOW THE GROUND SURFACE.  IT IS 172.2 FT (52.5 M) WEST OF A
 NP0199'UTILITY POLE WHICH IS MILEPOST 384 OF THE OLD RAILROAD, 126.5 FT (38.6
 NP0199'M) WEST-NORTHWEST OF A LENGTH OF RAILROAD RAIL WHICH PROJECTS 3 FT
 NP0199'(0.9 M) ABOVE THE GROUND, 59.5 FT (18.1 M) NORTH OF THE CENTERLINE OF
 NP0199'THE HIGHWAY, 38.7 FT (11.8 M) SOUTH OF THE SOUTH RAIL, 3.0 FT (0.9 M)
 NP0199'EAST OF A FIBERGLASS WITNESS POST, 1.5 FT (0.5 M) WEST FROM A WOODEN
 NP0199'WITNESS POST, 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST AND ABOUT
 NP0199'1.5 FT (0.5 M) HIGHER THAN THE HIGHWAY. A LENGTH OF REBAR WAS DRIVEN
 NP0199'ALONG THE WEST SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0482 ***********************************************************************
 NP0482  DESIGNATION -  G 354
 NP0482  PID         -  NP0482
 NP0482  STATE/COUNTY-  NE/SIOUX
 NP0482  COUNTRY     -  US
 NP0482  USGS QUAD   -  ORELLA (2017)
 NP0482
 NP0482                         *CURRENT SURVEY CONTROL
 NP0482  ______________________________________________________________________
 NP0482* NAD 83(1986) POSITION- 42 56 04.     (N) 103 34 59.     (W)   SCALED
 NP0482* NAVD 88 ORTHO HEIGHT -  1129.372 (meters)     3705.28  (feet) ADJUSTED
 NP0482  ______________________________________________________________________
 NP0482  GEOID HEIGHT    -        -16.426 (meters)                     GEOID18
 NP0482  DYNAMIC HEIGHT  -       1128.826 (meters)     3703.49  (feet) COMP
 NP0482  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 NP0482
 NP0482  VERT ORDER      -  FIRST     CLASS II
 NP0482
 NP0482.The horizontal coordinates were scaled from a map and have
 NP0482.an estimated accuracy of +/- 6 seconds.
 NP0482
 NP0482.The orthometric height was determined by differential leveling and
 NP0482.adjusted by the NATIONAL GEODETIC SURVEY
 NP0482.in June 1991.
 NP0482
 NP0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0482.GEOID18 height accuracy estimate available here.
 NP0482
 NP0482.Click photographs - Photos may exist for this station.
 NP0482
 NP0482.The dynamic height is computed by dividing the NAVD 88
 NP0482.geopotential number by the normal gravity value computed on the
 NP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0482.degrees latitude (g = 980.6199 gals.).
 NP0482
 NP0482.The modeled gravity was interpolated from observed gravity values.
 NP0482
 NP0482;                    North         East    Units  Estimated Accuracy
 NP0482;SPC NE       -   350,400.      207,620.      MT  (+/- 180 meters Scaled)
 NP0482
 NP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH156545(NAD 83)
 NP0482
 NP0482                          SUPERSEDED SURVEY CONTROL
 NP0482
 NP0482  NGVD 29 (??/??/92) 1128.804  (m)         3703.42   (f) ADJ UNCH    1 2
 NP0482
 NP0482.Superseded values are not recommended for survey control.
 NP0482
 NP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0482.See file dsdata.pdf to determine how the superseded data were derived.
 NP0482
 NP0482_MARKER: DB = BENCH MARK DISK
 NP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0482_STAMPING: G 354 1957
 NP0482_MARK LOGO: CGS
 NP0482_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0482+STABILITY: SURFACE MOTION
 NP0482
 NP0482  HISTORY     - Date     Condition        Report By
 NP0482  HISTORY     - 1957     MONUMENTED       CGS
 NP0482  HISTORY     - 1985     GOOD             NGS
 NP0482
 NP0482                          STATION DESCRIPTION
 NP0482
 NP0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0482'20.2 MI NW FROM CRAWFORD.
 NP0482'ABOUT 20.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0482'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 2 POLES NORTHWEST
 NP0482'OF MILEPOST 443, AT A PRIVATE ROAD CROSSING, 92 FEET SOUTHWEST
 NP0482'OF THE SOUTHWEST RAIL, 25 FEET SOUTHEAST OF THE CENTER OF A GATE
 NP0482'ACROSS THE ROAD, 114 FEET SOUTHWEST OF THE CENTER OF THE
 NP0482'CROSSING, 38 FEET NORTH OF A TELEPHONE POLE THAT IS ON THE
 NP0482'SOUTHWEST SIDE OF THE TRACK, 2 1/2 FEET NORTHEAST OF A FENCE
 NP0482'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 NP0482'THE RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NP0482
 NP0482                          STATION RECOVERY (1985)
 NP0482
 NP0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0482'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0482'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0482'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0482'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0482'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0482'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 25.7
 NP0482'KM (15.95 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS, TWO POLES
 NP0482'NORTHWEST OF MILEPOLE 443, AT A PRIVATE ROAD CROSSING OVER THE
 NP0482'TRACKS, 34.8 METERS (114 FT) SOUTHWEST OF THE CENTER OF THE ROAD
 NP0482'CROSSING THE TRACKS, 28.0 METERS (92 FT) SOUTHWEST OF THE SOUTHWEST
 NP0482'RAIL, 11.6 METERS (38 FT) NORTH OF A TELEPHONE POLE, 7.6 METERS (25
 NP0482'FT) SOUTH OF THE CENTER OF A GATE AND 0.73 METER (2.4 FT) NORTHEAST
 NP0482'OF A FENCE.
 NP0482'THE MARK IS 0.61 METERS  E FROM  A WITNESS POST
 NP0482'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0538 ***********************************************************************
 NN0538  DESIGNATION -  G 36
 NN0538  PID         -  NN0538
 NN0538  STATE/COUNTY-  NE/ROCK
 NN0538  COUNTRY     -  US
 NN0538  USGS QUAD   -  RIVERVIEW (2017)
 NN0538
 NN0538                         *CURRENT SURVEY CONTROL
 NN0538  ______________________________________________________________________
 NN0538* NAD 83(1986) POSITION- 42 41 57.36   (N) 099 35 19.46   (W)   HD_HELD1
 NN0538* NAVD 88 ORTHO HEIGHT -   666.894 (meters)     2187.97  (feet) ADJUSTED
 NN0538  ______________________________________________________________________
 NN0538  GEOID HEIGHT    -        -23.488 (meters)                     GEOID18
 NN0538  DYNAMIC HEIGHT  -        666.639 (meters)     2187.13  (feet) COMP
 NN0538  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 NN0538
 NN0538  VERT ORDER      -  SECOND    CLASS 0
 NN0538
 NN0538.The horizontal coordinates were determined by differentially corrected
 NN0538.hand held GPS observations or other comparable positioning techniques
 NN0538.and have an estimated accuracy of +/- 3 meters.
 NN0538
 NN0538.The orthometric height was determined by differential leveling and
 NN0538.adjusted by the NATIONAL GEODETIC SURVEY
 NN0538.in June 1991.
 NN0538
 NN0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0538.GEOID18 height accuracy estimate available here.
 NN0538
 NN0538.Click photographs - Photos may exist for this station.
 NN0538
 NN0538.The dynamic height is computed by dividing the NAVD 88
 NN0538.geopotential number by the normal gravity value computed on the
 NN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0538.degrees latitude (g = 980.6199 gals.).
 NN0538
 NN0538.The modeled gravity was interpolated from observed gravity values.
 NN0538
 NN0538;                    North         East    Units  Estimated Accuracy
 NN0538;SPC NE       -   318,295.1     533,693.4     MT  (+/- 3 meters HH1 GPS) 
 NN0538
 NN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5177927587(NAD 83)
 NN0538
 NN0538                          SUPERSEDED SURVEY CONTROL
 NN0538
 NN0538  NGVD 29 (??/??/92)  666.652  (m)         2187.17   (f) ADJ UNCH    2 0
 NN0538
 NN0538.Superseded values are not recommended for survey control.
 NN0538
 NN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0538.See file dsdata.pdf to determine how the superseded data were derived.
 NN0538
 NN0538_MARKER: DB = BENCH MARK DISK
 NN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0538_STAMPING: G 36 1934
 NN0538_MARK LOGO: CGS
 NN0538_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0538+STABILITY: SURFACE MOTION
 NN0538
 NN0538  HISTORY     - Date     Condition        Report By
 NN0538  HISTORY     - 1934     MONUMENTED       CGS
 NN0538
 NN0538                          STATION DESCRIPTION
 NN0538
 NN0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0538'10 MI N FROM BASSETT.
 NN0538'G-36 IS LOCATED 10 MILES NORTH OF RAILROAD STATION AT BASSETT,
 NN0538'1.7 MILES SOUTH OF NIOBRARA RIVER BRIDGE, 0.3 OF MILE NORTH
 NN0538'OF POINT WHERE THE ROAD CURVES TO SOUTHWEST FROM SOUTH, 39 FEET
 NN0538'NORTH OF A FENCE CORNER, 36 FEET EAST OF CENTERLINE OF HWY. 83,
 NN0538'2.6 FEET EAST OF FENCE LINE.  STANDARD TABLET SET IN TOP OF
 NN0538'CONCRETE POST 6 INCHES HIGH.  STAMPED G 36 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0688 ***********************************************************************
 LG0688  DESIGNATION -  G 363
 LG0688  PID         -  LG0688
 LG0688  STATE/COUNTY-  NE/YORK
 LG0688  COUNTRY     -  US
 LG0688  USGS QUAD   -  YORK NORTH (2017)
 LG0688
 LG0688                         *CURRENT SURVEY CONTROL
 LG0688  ______________________________________________________________________
 LG0688* NAD 83(1986) POSITION- 40 53 11.59   (N) 097 35 51.78   (W)   HD_HELD1
 LG0688* NAVD 88 ORTHO HEIGHT -   503.708 (meters)     1652.58  (feet) ADJUSTED
 LG0688  ______________________________________________________________________
 LG0688  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 LG0688  DYNAMIC HEIGHT  -        503.444 (meters)     1651.72  (feet) COMP
 LG0688  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 LG0688
 LG0688  VERT ORDER      -  SECOND    CLASS 0
 LG0688
 LG0688.The horizontal coordinates were determined by differentially corrected
 LG0688.hand held GPS observations or other comparable positioning techniques
 LG0688.and have an estimated accuracy of +/- 3 meters.
 LG0688
 LG0688.The orthometric height was determined by differential leveling and
 LG0688.adjusted by the NATIONAL GEODETIC SURVEY
 LG0688.in June 1991.
 LG0688
 LG0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0688.GEOID18 height accuracy estimate available here.
 LG0688
 LG0688.Click photographs - Photos may exist for this station.
 LG0688
 LG0688.The dynamic height is computed by dividing the NAVD 88
 LG0688.geopotential number by the normal gravity value computed on the
 LG0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0688.degrees latitude (g = 980.6199 gals.).
 LG0688
 LG0688.The modeled gravity was interpolated from observed gravity values.
 LG0688
 LG0688;                    North         East    Units  Estimated Accuracy
 LG0688;SPC NE       -   119,747.8     702,379.3     MT  (+/- 3 meters HH1 GPS) 
 LG0688
 LG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1813727109(NAD 83)
 LG0688
 LG0688                          SUPERSEDED SURVEY CONTROL
 LG0688
 LG0688  NGVD 29 (??/??/92)  503.509  (m)         1651.93   (f) ADJ UNCH    2 0
 LG0688
 LG0688.Superseded values are not recommended for survey control.
 LG0688
 LG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0688.See file dsdata.pdf to determine how the superseded data were derived.
 LG0688
 LG0688_MARKER: DB = BENCH MARK DISK
 LG0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0688_STAMPING: G 363 1961
 LG0688_MARK LOGO: CGS
 LG0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0688+STABILITY: SURFACE MOTION
 LG0688
 LG0688  HISTORY     - Date     Condition        Report By
 LG0688  HISTORY     - 1961     MONUMENTED       CGS
 LG0688
 LG0688                          STATION DESCRIPTION
 LG0688
 LG0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0688'1.2 MI W FROM YORK.
 LG0688'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0688'FROM THE STATION AT YORK, THENCE 0.9 MILE NORTH ALONG DIVISION
 LG0688'ST. 100 FEET SOUTH OF CENTERLINE OF EASTBOUND LANE OF U.S.
 LG0688'HIGHWAY 34 AND STATE 2, 40.6 FEET WEST OF CENTERLINE OF DIVISION
 LG0688'ST, 2.4 FEET SOUTH OF METAL WITNESS POST WITH SIGN, 1.5 FEET
 LG0688'EAST OF POWER POLE 582AE AND 2715, 4.9 FEET WEST OF RIGHT OF
 LG0688'WAY POST, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5
 LG0688'INCHES, 3.8 FEET WEST OF N-S AND E-W FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0085 ***********************************************************************
 LG0085  DESIGNATION -  G 364
 LG0085  PID         -  LG0085
 LG0085  STATE/COUNTY-  NE/CASS
 LG0085  COUNTRY     -  US
 LG0085  USGS QUAD   -  AVOCA (2017)
 LG0085
 LG0085                         *CURRENT SURVEY CONTROL
 LG0085  ______________________________________________________________________
 LG0085* NAD 83(1986) POSITION- 40 48 47.94   (N) 096 01 39.66   (W)   HD_HELD1
 LG0085* NAVD 88 ORTHO HEIGHT -   346.375 (meters)     1136.40  (feet) ADJUSTED
 LG0085  ______________________________________________________________________
 LG0085  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 LG0085  DYNAMIC HEIGHT  -        346.218 (meters)     1135.88  (feet) COMP
 LG0085  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 LG0085
 LG0085  VERT ORDER      -  SECOND    CLASS 0
 LG0085
 LG0085.The horizontal coordinates were determined by differentially corrected
 LG0085.hand held GPS observations or other comparable positioning techniques
 LG0085.and have an estimated accuracy of +/- 3 meters.
 LG0085
 LG0085.The orthometric height was determined by differential leveling and
 LG0085.adjusted by the NATIONAL GEODETIC SURVEY
 LG0085.in June 1991.
 LG0085
 LG0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0085.GEOID18 height accuracy estimate available here.
 LG0085
 LG0085.Click photographs - Photos may exist for this station.
 LG0085
 LG0085.The dynamic height is computed by dividing the NAVD 88
 LG0085.geopotential number by the normal gravity value computed on the
 LG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0085.degrees latitude (g = 980.6199 gals.).
 LG0085
 LG0085.The modeled gravity was interpolated from observed gravity values.
 LG0085
 LG0085;                    North         East    Units  Estimated Accuracy
 LG0085;SPC NE       -   116,501.1     834,944.8     MT  (+/- 3 meters HH1 GPS) 
 LG0085
 LG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5069622285(NAD 83)
 LG0085
 LG0085                          SUPERSEDED SURVEY CONTROL
 LG0085
 LG0085  NGVD 29 (??/??/92)  346.277  (m)         1136.08   (f) ADJ UNCH    2 0
 LG0085
 LG0085.Superseded values are not recommended for survey control.
 LG0085
 LG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0085.See file dsdata.pdf to determine how the superseded data were derived.
 LG0085
 LG0085_MARKER: DB = BENCH MARK DISK
 LG0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0085_STAMPING: G 364 1961
 LG0085_MARK LOGO: CGS
 LG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0085+STABILITY: SURFACE MOTION
 LG0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0085+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2013
 LG0085
 LG0085  HISTORY     - Date     Condition        Report By
 LG0085  HISTORY     - 1961     MONUMENTED       CGS
 LG0085  HISTORY     - 20131023 GOOD             NEDR
 LG0085
 LG0085                          STATION DESCRIPTION
 LG0085
 LG0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0085'3.2 MI SW FROM NEHAWKA.
 LG0085'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0085'RAILROAD STATION AT NEHAWKA, THENCE 2.0 MILES WEST ALONG U.S.
 LG0085'HIGHWAY 34, 75.0 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 1.9
 LG0085'FEET SOUTH OF RIGHT OF WAY FENCE, 1.9 FEET EAST OF A METAL
 LG0085'WITNESS POST WITH SIGN, SET IN THE TOP OF A SQUARE CONCRETE
 LG0085'POST PROJECTING 2 INCHES ABOVE THE GROUND AND 4 1/2 FEET HIGHER
 LG0085'THAN THE ROAD.
 LG0085
 LG0085                          STATION RECOVERY (2013)
 LG0085
 LG0085'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (JA)
 LG0085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0465 ***********************************************************************
 LG0465  DESIGNATION -  G 365
 LG0465  PID         -  LG0465
 LG0465  STATE/COUNTY-  NE/SALINE
 LG0465  COUNTRY     -  US
 LG0465  USGS QUAD   -  DORCHESTER (2017)
 LG0465
 LG0465                         *CURRENT SURVEY CONTROL
 LG0465  ______________________________________________________________________
 LG0465* NAD 83(1986) POSITION- 40 38 24.5    (N) 097 07 22.3    (W)   HD_HELD2
 LG0465* NAVD 88 ORTHO HEIGHT -   450.368 (meters)     1477.58  (feet) ADJUSTED
 LG0465  ______________________________________________________________________
 LG0465  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 LG0465  DYNAMIC HEIGHT  -        450.118 (meters)     1476.76  (feet) COMP
 LG0465  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 LG0465
 LG0465  VERT ORDER      -  SECOND    CLASS 0
 LG0465
 LG0465.The horizontal coordinates were established by autonomous hand held GPS
 LG0465.observations and have an estimated accuracy of +/- 10 meters.
 LG0465
 LG0465.The orthometric height was determined by differential leveling and
 LG0465.adjusted by the NATIONAL GEODETIC SURVEY
 LG0465.in June 1991.
 LG0465
 LG0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0465.GEOID18 height accuracy estimate available here.
 LG0465
 LG0465.Click photographs - Photos may exist for this station.
 LG0465
 LG0465.The dynamic height is computed by dividing the NAVD 88
 LG0465.geopotential number by the normal gravity value computed on the
 LG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0465.degrees latitude (g = 980.6199 gals.).
 LG0465
 LG0465.The modeled gravity was interpolated from observed gravity values.
 LG0465
 LG0465;                    North         East    Units  Estimated Accuracy
 LG0465;SPC NE       -    93,627.      743,280.      MT  (+/- 10 meters HH2 GPS)
 LG0465
 LG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5873000504(NAD 83)
 LG0465
 LG0465                          SUPERSEDED SURVEY CONTROL
 LG0465
 LG0465  NGVD 29 (??/??/92)  450.206  (m)         1477.05   (f) ADJ UNCH    2 0
 LG0465
 LG0465.Superseded values are not recommended for survey control.
 LG0465
 LG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0465.See file dsdata.pdf to determine how the superseded data were derived.
 LG0465
 LG0465_MARKER: DB = BENCH MARK DISK
 LG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0465_STAMPING: G 365 1961
 LG0465_MARK LOGO: CGS
 LG0465_PROJECTION: PROJECTING 10 CENTIMETERS
 LG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0465+STABILITY: SURFACE MOTION
 LG0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0465+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 LG0465
 LG0465  HISTORY     - Date     Condition        Report By
 LG0465  HISTORY     - 1961     MONUMENTED       CGS
 LG0465  HISTORY     - 20091119 GOOD             INDIV
 LG0465  HISTORY     - 20200414 GOOD             NEGS
 LG0465
 LG0465                          STATION DESCRIPTION
 LG0465
 LG0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0465'0.8 MI SW FROM DORCHESTER.
 LG0465'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0465'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 0.5
 LG0465'MILE SOUTH ALONG STATE HIGHWAY 15, 150 FEET SOUTH OF A FARM
 LG0465'HOUSE, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A DOUBLE
 LG0465'CAR GARAGE, 105.8 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 LG0465'34 FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET NORTHEAST OF A
 LG0465'TELEPHONE POLE, 1.6 FEET HIGHER THAN DIRT ROAD, 1.8 FEET WEST OF
 LG0465'A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0465'POST, PROJECTING 4 INCHES.
 LG0465
 LG0465                          STATION RECOVERY (2009)
 LG0465
 LG0465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LG0465'RECOVERED AS DESCRIBED,PROJECTS 0.4 FEET ABOVE GROUND. 1.9 FEET WEST
 LG0465'OF BOTTOM OF WITNESS POST. NOT SUITABLE FOR GPS.
 LG0465
 LG0465                          STATION RECOVERY (2020)
 LG0465
 LG0465'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0465'THE TIES FROM THE 1961 DESCRIPTION AND 2009 RECOVERY ARE STILL
 LG0465'USEABLE.  THE MARK IS UNDER VARIOUS TREES AND NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0017 ***********************************************************************
 NN0017  DESIGNATION -  G 37
 NN0017  PID         -  NN0017
 NN0017  STATE/COUNTY-  NE/KNOX
 NN0017  COUNTRY     -  US
 NN0017  USGS QUAD   -  VERDEL (2017)
 NN0017
 NN0017                         *CURRENT SURVEY CONTROL
 NN0017  ______________________________________________________________________
 NN0017* NAD 83(1986) POSITION- 42 48 51.     (N) 098 14 23.     (W)   SCALED
 NN0017* NAVD 88 ORTHO HEIGHT -   392.164 (meters)     1286.62  (feet) ADJUSTED
 NN0017  ______________________________________________________________________
 NN0017  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 NN0017  DYNAMIC HEIGHT  -        392.029 (meters)     1286.18  (feet) COMP
 NN0017  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 NN0017
 NN0017  VERT ORDER      -  SECOND    CLASS 0
 NN0017
 NN0017.The horizontal coordinates were scaled from a map and have
 NN0017.an estimated accuracy of +/- 6 seconds.
 NN0017
 NN0017.The orthometric height was determined by differential leveling and
 NN0017.adjusted by the NATIONAL GEODETIC SURVEY
 NN0017.in June 1991.
 NN0017
 NN0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0017.GEOID18 height accuracy estimate available here.
 NN0017
 NN0017.Click photographs - Photos may exist for this station.
 NN0017
 NN0017.The dynamic height is computed by dividing the NAVD 88
 NN0017.geopotential number by the normal gravity value computed on the
 NN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0017.degrees latitude (g = 980.6199 gals.).
 NN0017
 NN0017.The modeled gravity was interpolated from observed gravity values.
 NN0017
 NN0017;                    North         East    Units  Estimated Accuracy
 NN0017;SPC NE       -   332,440.      643,950.      MT  (+/- 180 meters Scaled)
 NN0017
 NN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN621404(NAD 83)
 NN0017
 NN0017                          SUPERSEDED SURVEY CONTROL
 NN0017
 NN0017  NGVD 29 (??/??/92)  391.924  (m)         1285.84   (f) ADJ UNCH    2 0
 NN0017
 NN0017.Superseded values are not recommended for survey control.
 NN0017
 NN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0017.See file dsdata.pdf to determine how the superseded data were derived.
 NN0017
 NN0017_MARKER: DB = BENCH MARK DISK
 NN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0017_STAMPING: G 37 1934
 NN0017_MARK LOGO: CGS
 NN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0017+STABILITY: SURFACE MOTION
 NN0017
 NN0017  HISTORY     - Date     Condition        Report By
 NN0017  HISTORY     - 1934     MONUMENTED       CGS
 NN0017  HISTORY     - 1949     GOOD             CGS
 NN0017
 NN0017                          STATION DESCRIPTION
 NN0017
 NN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0017'2.4 MI W FROM VERDEL.
 NN0017'LOCATED 2.4 MILES WEST OF THE STATION AT VERDEL, 45.9 FEET
 NN0017'NORTHEAST OF EAST END OF TRESTLE NO. F-186, 45.2 FEET NORTH OF
 NN0017'NORTH RAIL, 3.2 FEET SOUTH OF CORNER FENCE POST OF 1/4 SECTION
 NN0017'LINE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NN0017
 NN0017                          STATION RECOVERY (1949)
 NN0017
 NN0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1304 ***********************************************************************
 NM1304  DESIGNATION -  G 38
 NM1304  PID         -  NM1304
 NM1304  STATE/COUNTY-  NE/PIERCE
 NM1304  COUNTRY     -  US
 NM1304  USGS QUAD   -  PLAINVIEW (2017)
 NM1304
 NM1304                         *CURRENT SURVEY CONTROL
 NM1304  ______________________________________________________________________
 NM1304* NAD 83(1986) POSITION- 42 21 53.     (N) 097 49 42.     (W)   SCALED
 NM1304* NAVD 88 ORTHO HEIGHT -   518.707 (meters)     1701.79  (feet) ADJUSTED
 NM1304  ______________________________________________________________________
 NM1304  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 NM1304  DYNAMIC HEIGHT  -        518.514 (meters)     1701.16  (feet) COMP
 NM1304  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 NM1304
 NM1304  VERT ORDER      -  SECOND    CLASS 0
 NM1304
 NM1304.The horizontal coordinates were scaled from a map and have
 NM1304.an estimated accuracy of +/- 6 seconds.
 NM1304
 NM1304.The orthometric height was determined by differential leveling and
 NM1304.adjusted by the NATIONAL GEODETIC SURVEY
 NM1304.in June 1991.
 NM1304
 NM1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1304.GEOID18 height accuracy estimate available here.
 NM1304
 NM1304.Click photographs - Photos may exist for this station.
 NM1304
 NM1304.The dynamic height is computed by dividing the NAVD 88
 NM1304.geopotential number by the normal gravity value computed on the
 NM1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1304.degrees latitude (g = 980.6199 gals.).
 NM1304
 NM1304.The modeled gravity was interpolated from observed gravity values.
 NM1304
 NM1304;                    North         East    Units  Estimated Accuracy
 NM1304;SPC NE       -   283,310.      678,830.      MT  (+/- 180 meters Scaled)
 NM1304
 NM1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM964909(NAD 83)
 NM1304
 NM1304                          SUPERSEDED SURVEY CONTROL
 NM1304
 NM1304  NGVD 29 (??/??/92)  518.511  (m)         1701.15   (f) ADJ UNCH    2 0
 NM1304
 NM1304.Superseded values are not recommended for survey control.
 NM1304
 NM1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1304.See file dsdata.pdf to determine how the superseded data were derived.
 NM1304
 NM1304_MARKER: DB = BENCH MARK DISK
 NM1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1304_STAMPING: G 38 1934
 NM1304_MARK LOGO: CGS
 NM1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1304+STABILITY: SURFACE MOTION
 NM1304
 NM1304  HISTORY     - Date     Condition        Report By
 NM1304  HISTORY     - 1934     MONUMENTED       CGS
 NM1304
 NM1304                          STATION DESCRIPTION
 NM1304
 NM1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (BET)
 NM1304'2.3 MI NW FROM PLAINVIEW.
 NM1304'LOCATED 2.3 MILES NORTHWEST OF STATION AT PLAINVIEW, 53 FEET
 NM1304'SOUTH OF CENTERLINE OF ROAD CROSSING TRACK, 44 FEET NORTHEAST OF
 NM1304'NORTHEAST RAIL, 2 FEET SOUTH OF CORNER FENCE POST.  STANDARD
 NM1304'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1438 ***********************************************************************
 NM1438  DESIGNATION -  G 39
 NM1438  PID         -  NM1438
 NM1438  STATE/COUNTY-  NE/KNOX
 NM1438  COUNTRY     -  US
 NM1438  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1438
 NM1438                         *CURRENT SURVEY CONTROL
 NM1438  ______________________________________________________________________
 NM1438* NAD 83(1986) POSITION- 42 41 58.     (N) 097 31 28.     (W)   SCALED
 NM1438* NAVD 88 ORTHO HEIGHT -   475.512 (meters)     1560.08  (feet) ADJUSTED
 NM1438  ______________________________________________________________________
 NM1438  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 NM1438  DYNAMIC HEIGHT  -        475.352 (meters)     1559.55  (feet) COMP
 NM1438  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 NM1438
 NM1438  VERT ORDER      -  SECOND    CLASS 0
 NM1438
 NM1438.The horizontal coordinates were scaled from a map and have
 NM1438.an estimated accuracy of +/- 6 seconds.
 NM1438
 NM1438.The orthometric height was determined by differential leveling and
 NM1438.adjusted by the NATIONAL GEODETIC SURVEY
 NM1438.in June 1991.
 NM1438
 NM1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1438.GEOID18 height accuracy estimate available here.
 NM1438
 NM1438.Click photographs - Photos may exist for this station.
 NM1438
 NM1438.The dynamic height is computed by dividing the NAVD 88
 NM1438.geopotential number by the normal gravity value computed on the
 NM1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1438.degrees latitude (g = 980.6199 gals.).
 NM1438
 NM1438.The modeled gravity was interpolated from observed gravity values.
 NM1438
 NM1438;                    North         East    Units  Estimated Accuracy
 NM1438;SPC NE       -   321,140.      702,790.      MT  (+/- 180 meters Scaled)
 NM1438
 NM1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN208284(NAD 83)
 NM1438
 NM1438                          SUPERSEDED SURVEY CONTROL
 NM1438
 NM1438  NGVD 29 (??/??/92)  475.294  (m)         1559.36   (f) ADJ UNCH    2 0
 NM1438
 NM1438.Superseded values are not recommended for survey control.
 NM1438
 NM1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1438.See file dsdata.pdf to determine how the superseded data were derived.
 NM1438
 NM1438_MARKER: DB = BENCH MARK DISK
 NM1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1438_STAMPING: G 39 1934
 NM1438_MARK LOGO: CGS
 NM1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1438+STABILITY: SURFACE MOTION
 NM1438
 NM1438  HISTORY     - Date     Condition        Report By
 NM1438  HISTORY     - 1934     MONUMENTED       CGS
 NM1438
 NM1438                          STATION DESCRIPTION
 NM1438
 NM1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1438'3 MI SW FROM CROFTON.
 NM1438'3 MILES SOUTHWEST OF CROFTON, 2 MILES SOUTH OF JUNCTION OF
 NM1438'STATE HIGHWAY 12 AND U.S. HIGHWAY 81, 34 FEET EAST OF CENTERLINE
 NM1438'OF HIGHWAY, 31 FEET SOUTH OF CENTERLINE OF SECTION CROSS ROAD,
 NM1438'15.4 FEET SOUTHEAST OF SOUTH END OF 24 IN CORRUGATED IRON CULVERT,
 NM1438'7.5 FEET SOUTH OF CORNER FENCE POST.  STANDARD TABLET SET IN TOP
 NM1438'OF CONCRETE POST 5 INCHES HIGH, STAMPED G 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0314 ***********************************************************************
 NP0314  DESIGNATION -  G 4
 NP0314  PID         -  NP0314
 NP0314  STATE/COUNTY-  NE/DAWES
 NP0314  COUNTRY     -  US
 NP0314  USGS QUAD   -  CRAWFORD (2017)
 NP0314
 NP0314                         *CURRENT SURVEY CONTROL
 NP0314  ______________________________________________________________________
 NP0314* NAD 83(1986) POSITION- 42 41 12.9    (N) 103 24 47.3    (W)   HD_HELD2
 NP0314* NAVD 88 ORTHO HEIGHT -  1121.720 (meters)     3680.18  (feet) ADJUSTED
 NP0314  ______________________________________________________________________
 NP0314  GEOID HEIGHT    -        -17.551 (meters)                     GEOID18
 NP0314  DYNAMIC HEIGHT  -       1121.117 (meters)     3678.20  (feet) COMP
 NP0314  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 NP0314
 NP0314  VERT ORDER      -  FIRST     CLASS II
 NP0314
 NP0314.The horizontal coordinates were established by autonomous hand held GPS
 NP0314.observations and have an estimated accuracy of +/- 10 meters.
 NP0314
 NP0314.The orthometric height was determined by differential leveling and
 NP0314.adjusted by the NATIONAL GEODETIC SURVEY
 NP0314.in June 1991.
 NP0314
 NP0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0314.GEOID18 height accuracy estimate available here.
 NP0314
 NP0314.Click photographs - Photos may exist for this station.
 NP0314
 NP0314.The dynamic height is computed by dividing the NAVD 88
 NP0314.geopotential number by the normal gravity value computed on the
 NP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0314.degrees latitude (g = 980.6199 gals.).
 NP0314
 NP0314.The modeled gravity was interpolated from observed gravity values.
 NP0314
 NP0314;                    North         East    Units  Estimated Accuracy
 NP0314;SPC NE       -   322,363.      220,389.      MT  (+/- 10 meters HH2 GPS)
 NP0314
 NP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2999827269(NAD 83)
 NP0314
 NP0314                          SUPERSEDED SURVEY CONTROL
 NP0314
 NP0314  NGVD 29 (??/??/92) 1121.143  (m)         3678.28   (f) ADJ UNCH    1 2
 NP0314
 NP0314.Superseded values are not recommended for survey control.
 NP0314
 NP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0314.See file dsdata.pdf to determine how the superseded data were derived.
 NP0314
 NP0314_MARKER: Q = CHISELED SQUARE
 NP0314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NP0314+WITH SETTING: PAVEMENT
 NP0314_SP_SET: BUILDING FOUNDATION
 NP0314_MARK LOGO: NONE
 NP0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0314+STABILITY: SURFACE MOTION
 NP0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0314+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 NP0314
 NP0314  HISTORY     - Date     Condition        Report By
 NP0314  HISTORY     - 1902     MONUMENTED       CGS
 NP0314  HISTORY     - 1957     GOOD             CGS
 NP0314  HISTORY     - 1985     GOOD             NGS
 NP0314  HISTORY     - 19971218 GOOD             LOCSUR
 NP0314  HISTORY     - 20101022 GOOD             GEOCAC
 NP0314  HISTORY     - 20180719 GOOD             NGS
 NP0314
 NP0314                          STATION DESCRIPTION
 NP0314
 NP0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0314'AT CRAWFORD.
 NP0314'AT CRAWFORD, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 NP0314'AND SECOND STREETS, 7 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 NP0314'KNAPP BUILDING, 0.4 FOOT ABOVE THE SIDEWALK, IN THE FOUNDATION
 NP0314'OF THE BUILDING, THE BOTTOM OF A SQUARE CUT SURROUNDED BY THE
 NP0314'LETTERS USBM.
 NP0314
 NP0314                          STATION RECOVERY (1985)
 NP0314
 NP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0314'RECOVERED IN GOOD CONDITION.  EXCEPT THE KNAPP BUILDING IS NOW A
 NP0314'GROCERY STORE.  BENCH MARK IS THE BOTTOM OF A SQUARE CUT.
 NP0314
 NP0314                          STATION RECOVERY (1997)
 NP0314
 NP0314'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0314'AT CRAWFORD, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND
 NP0314'SECOND STREET, 7 FEET (2.1 M) NORTH OF THE SOUTHWEST CORNER OF THE
 NP0314'KNAPP BUILDING (PRESENTLY OCCUPIED BY ABSALON GROCERY) , 0.4 FEET
 NP0314'(12.2 CM) ABOVE THE SIDEWALK, IN THE FOUNDATION OF THE BUILDING, THE
 NP0314'BOTTOM OF A SQUARE CUT HOLE SURROUNDED BY THE LETTERS USBM.
 NP0314
 NP0314                          STATION RECOVERY (2010)
 NP0314
 NP0314'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NP0314'RECOVERED IN GOOD CONDITION.
 NP0314
 NP0314                          STATION RECOVERY (2018)
 NP0314
 NP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0383 ***********************************************************************
 LH0383  DESIGNATION -  G 4
 LH0383  PID         -  LH0383
 LH0383  STATE/COUNTY-  NE/WEBSTER
 LH0383  COUNTRY     -  US
 LH0383  USGS QUAD   -  BLADEN (2017)
 LH0383
 LH0383                         *CURRENT SURVEY CONTROL
 LH0383  ______________________________________________________________________
 LH0383* NAD 83(1986) POSITION- 40 17 32.     (N) 098 30 36.     (W)   SCALED
 LH0383* NAVD 88 ORTHO HEIGHT -   622.534 (meters)     2042.43  (feet) ADJUSTED
 LH0383  ______________________________________________________________________
 LH0383  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 LH0383  DYNAMIC HEIGHT  -        622.158 (meters)     2041.20  (feet) COMP
 LH0383  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 LH0383
 LH0383  VERT ORDER      -  FIRST     CLASS II
 LH0383
 LH0383.The horizontal coordinates were scaled from a map and have
 LH0383.an estimated accuracy of +/- 6 seconds.
 LH0383
 LH0383.The orthometric height was determined by differential leveling and
 LH0383.adjusted by the NATIONAL GEODETIC SURVEY
 LH0383.in June 1991.
 LH0383
 LH0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0383.GEOID18 height accuracy estimate available here.
 LH0383
 LH0383.Click photographs - Photos may exist for this station.
 LH0383
 LH0383.The dynamic height is computed by dividing the NAVD 88
 LH0383.geopotential number by the normal gravity value computed on the
 LH0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0383.degrees latitude (g = 980.6199 gals.).
 LH0383
 LH0383.The modeled gravity was interpolated from observed gravity values.
 LH0383
 LH0383;                    North         East    Units  Estimated Accuracy
 LH0383;SPC NE       -    52,040.      626,670.      MT  (+/- 180 meters Scaled)
 LH0383
 LH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK416603(NAD 83)
 LH0383
 LH0383                          SUPERSEDED SURVEY CONTROL
 LH0383
 LH0383  NGVD 29 (??/??/92)  622.302  (m)         2041.67   (f) ADJ UNCH    1 2
 LH0383
 LH0383.Superseded values are not recommended for survey control.
 LH0383
 LH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0383.See file dsdata.pdf to determine how the superseded data were derived.
 LH0383
 LH0383_MARKER: X = CHISELED CROSS
 LH0383_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0383+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0383
 LH0383  HISTORY     - Date     Condition        Report By
 LH0383  HISTORY     - 1934     MONUMENTED       NEGS
 LH0383  HISTORY     - 1947     GOOD             CGS
 LH0383  HISTORY     - 20051105 GOOD             NEDR
 LH0383
 LH0383                          STATION DESCRIPTION
 LH0383
 LH0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0383'6.5 MI SW FROM BLUE HILL.
 LH0383'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0383'AND QUINCY RAILROAD STATION AT BLUE HILL, THENCE SOUTH 3.0
 LH0383'MILES ALONG U.S. HIGHWAY NO. 281, THENCE WEST 3.5 MILES ALONG
 LH0383'U.S. HIGHWAY NO. 281 AND STATE HIGHWAY NO. 4, NORTH OF AND
 LH0383'ACROSS THE HIGHWAY FROM A LARGE FARMHOUSE OWNED BY W.E. LAMBORN,
 LH0383'249.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A
 LH0383'FENCE LINE, 43.3 FEET WEST OF TRIANGULATION STATION BLUE HILL,
 LH0383'2.5 FEET SOUTH OF A REFERENCE POST, SET ON THE HIGHEST GROUND
 LH0383'IN THE IMMEDIATE VICINITY, THE CENTER OF A CROSS CUT ON TOP OF A
 LH0383'STONE POST FLUSH WITH THE GROUND.
 LH0383
 LH0383                          STATION RECOVERY (2005)
 LH0383
 LH0383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0383'STATION WAS FOUND IN GOOD CONDITION 1 FOOT BELOW THE SURFACE IN A
 LH0383'NORTH-SOUTH GRASS RIDGE LINE (FORMER FENCE LINE) DIVIDING THE SE AND
 LH0383'SW QUARTERS OF SECTION 24, T4N, R11W, AND 250.0 FEET NORTH OF THE
 LH0383'CENTRLINE OF COMBINED US HIGHWAY 281 AND STATE HIGHWAY 4.
 LH0383'
 LH0383'THE MARK IS A 8 INCH SQUARE WHITE MARBLE POST WITH CROSS CUT LINES
 LH0383'DIVIDING THE TOP SURFACE INTO FOUR QUADRANTS. THE LETTERS U S C S ARE
 LH0383'CUT INTO THE TOP SURFACE WITH ONE LETTER BEING IN EACH QUADRANT.
 LH0383'
 LH0383'THIS MARK WAS ORIGINALLY SET AS TRIANGULATION STATION BLUE HILL IN
 LH0383'1898 AND WAS MOVED TO THE FENCE LINE IN 1935. AT THAT TIME THE MARBLE
 LH0383'POST WAS REDESIGNATED AS BENCH MARK NO. 1 FOR TRIANGULATION STATION
 LH0383'BLUE HILL. POINT FOUND BY JERRY PENRY AND GENE THOMSEN.
 LH0383'
 LH0383'TO REACH THE STATION FROM THE INTERSECTION OF NORTH-SOUTH US HIGHWAY
 LH0383'281 AND EAST-WEST CASS STREET, LOCATED IN THE NORTHEASTERN CORNER OF
 LH0383'THE TOWN OF BLUE HILL,  GO SOUTH ON US HIGHWAY 281 FOR 3.0 MILES TO
 LH0383'THE JUNCTION WITH STATE HIGHWAY 4. THEN GO WEST 3.5 MILES ON COMBINED
 LH0383'US HIGHWAY 281 AND 4 TO THE STATION LOCATED ON A SMALL HILL 250 FEET
 LH0383'NORTH OF THE CENTERLINE OF THE HIGHWAY AND IN THE NORTH-SOUTH RIDGE
 LH0383'LINE.
 LH0383'
 LH0383'DISTANCES (EDM) TO NEARBY STATIONS ARE, EAST 43.27' TO TRIANGULATION
 LH0383'STATION BLUE HILL, SOUTH 145.04 FEET TO REFERENCE MARK NO. 3 A
 LH0383'STANDARD CARSONITE MARKER POST WAS PLACED 1.5 FEET NORTH OF THE
 LH0383'MARKER. ALSO A ONE-HALF INCH REINFORCING ROD 24 INCHS LONG WAS DRIVE
 LH0383'ON THE NORTH SIDE OF THE MARBLE POST TO AID IN FUTURE LOCATING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1133 ***********************************************************************
 NM1133  DESIGNATION -  G 40
 NM1133  PID         -  NM1133
 NM1133  STATE/COUNTY-  NE/CEDAR
 NM1133  COUNTRY     -  US
 NM1133  USGS QUAD   -  COLERIDGE (2017)
 NM1133
 NM1133                         *CURRENT SURVEY CONTROL
 NM1133  ______________________________________________________________________
 NM1133* NAD 83(1986) POSITION- 42 32 24.     (N) 097 13 58.     (W)   SCALED
 NM1133* NAVD 88 ORTHO HEIGHT -   452.598 (meters)     1484.90  (feet) ADJUSTED
 NM1133  ______________________________________________________________________
 NM1133  GEOID HEIGHT    -        -25.478 (meters)                     GEOID18
 NM1133  DYNAMIC HEIGHT  -        452.436 (meters)     1484.37  (feet) COMP
 NM1133  MODELED GRAVITY -    980,248.9   (mgal)                       NAVD 88
 NM1133
 NM1133  VERT ORDER      -  SECOND    CLASS 0
 NM1133
 NM1133.The horizontal coordinates were scaled from a map and have
 NM1133.an estimated accuracy of +/- 6 seconds.
 NM1133
 NM1133.The orthometric height was determined by differential leveling and
 NM1133.adjusted by the NATIONAL GEODETIC SURVEY
 NM1133.in June 1991.
 NM1133
 NM1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1133.GEOID18 height accuracy estimate available here.
 NM1133
 NM1133.Click photographs - Photos may exist for this station.
 NM1133
 NM1133.The dynamic height is computed by dividing the NAVD 88
 NM1133.geopotential number by the normal gravity value computed on the
 NM1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1133.degrees latitude (g = 980.6199 gals.).
 NM1133
 NM1133.The modeled gravity was interpolated from observed gravity values.
 NM1133
 NM1133;                    North         East    Units  Estimated Accuracy
 NM1133;SPC NE       -   304,160.      727,240.      MT  (+/- 180 meters Scaled)
 NM1133
 NM1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN451112(NAD 83)
 NM1133
 NM1133                          SUPERSEDED SURVEY CONTROL
 NM1133
 NM1133  NGVD 29 (??/??/92)  452.386  (m)         1484.20   (f) ADJ UNCH    2 0
 NM1133
 NM1133.Superseded values are not recommended for survey control.
 NM1133
 NM1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1133.See file dsdata.pdf to determine how the superseded data were derived.
 NM1133
 NM1133_MARKER: DB = BENCH MARK DISK
 NM1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1133_STAMPING: G 40 1934
 NM1133_MARK LOGO: CGS
 NM1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1133+STABILITY: SURFACE MOTION
 NM1133
 NM1133  HISTORY     - Date     Condition        Report By
 NM1133  HISTORY     - 1934     MONUMENTED       CGS
 NM1133
 NM1133                          STATION DESCRIPTION
 NM1133
 NM1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1133'6.9 MI SE FROM HARTINGTON.
 NM1133'6.9 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1133'AND OMAHA RAILWAY FROM THE STATION AT HARTINGTON, CEDAR COUNTY,
 NM1133'35 YARDS SOUTHEAST OF A SECTION-LINE ROAD CROSSING, 38.9 FEET
 NM1133'NORTHEAST OF THE NORTHEAST RAIL, 44.3 FEET SOUTHEAST OF A FENCE
 NM1133'CORNER, AND 12.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 NM1133'A STANDARD DISK, STAMPED G 40 1934 AND SET IN THE TOP OF A
 NM1133'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0549 ***********************************************************************
 NP0549  DESIGNATION -  G 416
 NP0549  PID         -  NP0549
 NP0549  STATE/COUNTY-  NE/DAWES
 NP0549  COUNTRY     -  US
 NP0549  USGS QUAD   -  HORN (2017)
 NP0549
 NP0549                         *CURRENT SURVEY CONTROL
 NP0549  ______________________________________________________________________
 NP0549* NAD 83(1986) POSITION- 42 47 36.     (N) 103 27 49.     (W)   SCALED
 NP0549* NAVD 88 ORTHO HEIGHT -  1118.451 (meters)     3669.45  (feet) ADJUSTED
 NP0549  ______________________________________________________________________
 NP0549  GEOID HEIGHT    -        -17.186 (meters)                     GEOID18
 NP0549  DYNAMIC HEIGHT  -       1117.879 (meters)     3667.57  (feet) COMP
 NP0549  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 NP0549
 NP0549  VERT ORDER      -  FIRST     CLASS II
 NP0549
 NP0549.The horizontal coordinates were scaled from a map and have
 NP0549.an estimated accuracy of +/- 6 seconds.
 NP0549
 NP0549.The orthometric height was determined by differential leveling and
 NP0549.adjusted by the NATIONAL GEODETIC SURVEY
 NP0549.in June 1991.
 NP0549
 NP0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0549.GEOID18 height accuracy estimate available here.
 NP0549
 NP0549.Click photographs - Photos may exist for this station.
 NP0549
 NP0549.The dynamic height is computed by dividing the NAVD 88
 NP0549.geopotential number by the normal gravity value computed on the
 NP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0549.degrees latitude (g = 980.6199 gals.).
 NP0549
 NP0549.The modeled gravity was interpolated from observed gravity values.
 NP0549
 NP0549;                    North         East    Units  Estimated Accuracy
 NP0549;SPC NE       -   334,340.      216,730.      MT  (+/- 180 meters Scaled)
 NP0549
 NP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH256390(NAD 83)
 NP0549
 NP0549                          SUPERSEDED SURVEY CONTROL
 NP0549
 NP0549.No superseded survey control is available for this station.
 NP0549
 NP0549_MARKER: I = METAL ROD
 NP0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0549_STAMPING: G 416 1985
 NP0549_MARK LOGO: NGS
 NP0549_PROJECTION: FLUSH
 NP0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0549_ROD/PIPE-DEPTH: 12.2 meters
 NP0549
 NP0549  HISTORY     - Date     Condition        Report By
 NP0549  HISTORY     - 1985     MONUMENTED       NGS
 NP0549
 NP0549                          STATION DESCRIPTION
 NP0549
 NP0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0549'16.8 KM (10.45 MI) NORTH FROM CRAWFORD.
 NP0549'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0549'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0549'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0549'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0549'KM 0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0549'RAILROAD CROSSING, THENCE 5.0 KM 3.1 MI) NORTH-NORTHWEST ALONG THE
 NP0549'EAST SIDE OF THE TRACKS ON A GRAVEL ROAD, 10.7 METERS (35 FT)
 NP0549'SOUTHWEST OF THE CENTER OF THE ROAD, 31.9 METERS (104.5 FT)
 NP0549'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD SWITCH BOX AND
 NP0549'0.6 METER (2 FT) SOUTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM
 NP0549'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0549'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0549'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0340 ***********************************************************************
 MN0340  DESIGNATION -  G 417
 MN0340  PID         -  MN0340
 MN0340  STATE/COUNTY-  NE/MORRILL
 MN0340  COUNTRY     -  US
 MN0340  USGS QUAD   -  ANGORA NE (2017)
 MN0340
 MN0340                         *CURRENT SURVEY CONTROL
 MN0340  ______________________________________________________________________
 MN0340* NAD 83(1986) POSITION- 41 56 17.     (N) 103 01 29.     (W)   SCALED
 MN0340* NAVD 88 ORTHO HEIGHT -  1270.579 (meters)     4168.56  (feet) ADJUSTED
 MN0340  ______________________________________________________________________
 MN0340  GEOID HEIGHT    -        -18.939 (meters)                     GEOID18
 MN0340  DYNAMIC HEIGHT  -       1269.795 (meters)     4165.99  (feet) COMP
 MN0340  MODELED GRAVITY -    979,961.1   (mgal)                       NAVD 88
 MN0340
 MN0340  VERT ORDER      -  FIRST     CLASS II
 MN0340
 MN0340.The horizontal coordinates were scaled from a map and have
 MN0340.an estimated accuracy of +/- 6 seconds.
 MN0340
 MN0340.The orthometric height was determined by differential leveling and
 MN0340.adjusted by the NATIONAL GEODETIC SURVEY
 MN0340.in June 1991.
 MN0340
 MN0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0340.GEOID18 height accuracy estimate available here.
 MN0340
 MN0340.Click photographs - Photos may exist for this station.
 MN0340
 MN0340.The dynamic height is computed by dividing the NAVD 88
 MN0340.geopotential number by the normal gravity value computed on the
 MN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0340.degrees latitude (g = 980.6199 gals.).
 MN0340
 MN0340.The modeled gravity was interpolated from observed gravity values.
 MN0340
 MN0340;                    North         East    Units  Estimated Accuracy
 MN0340;SPC NE       -   238,070.      249,290.      MT  (+/- 180 meters Scaled)
 MN0340
 MN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG637447(NAD 83)
 MN0340
 MN0340                          SUPERSEDED SURVEY CONTROL
 MN0340
 MN0340.No superseded survey control is available for this station.
 MN0340
 MN0340_MARKER: I = METAL ROD
 MN0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0340_STAMPING: G 417 1985
 MN0340_MARK LOGO: NGS
 MN0340_PROJECTION: FLUSH
 MN0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0340_ROD/PIPE-DEPTH: 13.4 meters
 MN0340
 MN0340  HISTORY     - Date     Condition        Report By
 MN0340  HISTORY     - 1985     MONUMENTED       NGS
 MN0340
 MN0340                          STATION DESCRIPTION
 MN0340
 MN0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0340'12.8 KM (7.95 MI) NE FROM ANGORA.
 MN0340'0.08 KM (0.05 MI) EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MN0340'ANGORA, THENCE 12.71 KM (7.9 MI) NORTHEAST ALONG US HIGHWAY 385, NEAR
 MN0340'THE T JUNCTION OF A ROAD LEADING SOUTHEAST TO THE HALL RANCH,
 MN0340'20.6 METERS (67.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 9.1 METERS
 MN0340'(30 FT) NORTHWEST OF THE CENTER OF OLD STATE HIGHWAY 19, 17.9 METERS
 MN0340'(58.8 FT) EAST OF THE NORTHEAST END OF A WIRE GATE, 6.7 METERS (22 FT)
 MN0340'SOUTHEAST OF A FENCE, 1.3 METERS (4.3 FT) NORTHEAST OF A TELEPHONE
 MN0340'POLE AND ABOUT 200 FEET NORTHEAST OF THE EXTENDED CENTER OF THE ROAD
 MN0340'LEADING SOUTHEAST TO THE RANCH.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0340'THROUGH A 5-INCH LOGO CAP.
 MN0340'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0340'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0371 ***********************************************************************
 MN0371  DESIGNATION -  G 418
 MN0371  PID         -  MN0371
 MN0371  STATE/COUNTY-  NE/CHEYENNE
 MN0371  COUNTRY     -  US
 MN0371  USGS QUAD   -  GURLEY (2017)
 MN0371
 MN0371                         *CURRENT SURVEY CONTROL
 MN0371  ______________________________________________________________________
 MN0371* NAD 83(1986) POSITION- 41 21 18.     (N) 102 58 23.     (W)   SCALED
 MN0371* NAVD 88 ORTHO HEIGHT -  1300.059 (meters)     4265.28  (feet) ADJUSTED
 MN0371  ______________________________________________________________________
 MN0371  GEOID HEIGHT    -        -19.768 (meters)                     GEOID18
 MN0371  DYNAMIC HEIGHT  -       1299.152 (meters)     4262.30  (feet) COMP
 MN0371  MODELED GRAVITY -    979,880.5   (mgal)                       NAVD 88
 MN0371
 MN0371  VERT ORDER      -  FIRST     CLASS II
 MN0371
 MN0371.The horizontal coordinates were scaled from a map and have
 MN0371.an estimated accuracy of +/- 6 seconds.
 MN0371
 MN0371.The orthometric height was determined by differential leveling and
 MN0371.adjusted by the NATIONAL GEODETIC SURVEY
 MN0371.in June 1991.
 MN0371
 MN0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0371.GEOID18 height accuracy estimate available here.
 MN0371
 MN0371.Click photographs - Photos may exist for this station.
 MN0371
 MN0371.The dynamic height is computed by dividing the NAVD 88
 MN0371.geopotential number by the normal gravity value computed on the
 MN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0371.degrees latitude (g = 980.6199 gals.).
 MN0371
 MN0371.The modeled gravity was interpolated from observed gravity values.
 MN0371
 MN0371;                    North         East    Units  Estimated Accuracy
 MN0371;SPC NE       -   173,220.      251,340.      MT  (+/- 180 meters Scaled)
 MN0371
 MN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695801(NAD 83)
 MN0371
 MN0371                          SUPERSEDED SURVEY CONTROL
 MN0371
 MN0371.No superseded survey control is available for this station.
 MN0371
 MN0371_MARKER: I = METAL ROD
 MN0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0371_STAMPING: G 418 1985
 MN0371_MARK LOGO: NGS
 MN0371_PROJECTION: FLUSH
 MN0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0371_ROD/PIPE-DEPTH: 4.9 meters
 MN0371
 MN0371  HISTORY     - Date     Condition        Report By
 MN0371  HISTORY     - 1985     MONUMENTED       NGS
 MN0371
 MN0371                          STATION DESCRIPTION
 MN0371
 MN0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0371'5.9 KM (3.65 MI) SOUTH FROM DALTON.
 MN0371'5.9 KM (3.65 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0371'DALTON, ALSO 3.8 KM (2.4 MI) NORTH OF GURLEY, AT THE BURLINGTON
 MN0371'NORTHERN RAILROAD SIGNAL 602, 21.0 METERS (69 FT) WEST OF THE HIGHWAY
 MN0371'CENTERLINE, 13.7 METERS (44.8 FT) EAST OF THE EAST RAIL, 6.1 METERS
 MN0371'(20 FT) SOUTH OF A GUYED POWER POLE WITH A TRANSFORMER, 13.7 METERS
 MN0371'(45 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SIGNAL AND 2.1 METERS
 MN0371'(7 FT) NORTH OF A GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0371'THROUGH A 5-INCH LOGO CAP.
 MN0371'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0371'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0394 ***********************************************************************
 MN0394  DESIGNATION -  G 422
 MN0394  PID         -  MN0394
 MN0394  STATE/COUNTY-  NE/DEUEL
 MN0394  COUNTRY     -  US
 MN0394  USGS QUAD   -  BIG SPRINGS (2017)
 MN0394
 MN0394                         *CURRENT SURVEY CONTROL
 MN0394  ______________________________________________________________________
 MN0394* NAD 83(1986) POSITION- 41 03 43.4    (N) 102 04 31.0    (W)   HD_HELD2
 MN0394* NAVD 88 ORTHO HEIGHT -  1026.967 (meters)     3369.31  (feet) ADJUSTED
 MN0394  ______________________________________________________________________
 MN0394  GEOID HEIGHT    -        -20.638 (meters)                     GEOID18
 MN0394  DYNAMIC HEIGHT  -       1026.305 (meters)     3367.14  (feet) COMP
 MN0394  MODELED GRAVITY -    979,944.1   (mgal)                       NAVD 88
 MN0394
 MN0394  VERT ORDER      -  FIRST     CLASS II
 MN0394
 MN0394.The horizontal coordinates were established by autonomous hand held GPS
 MN0394.observations and have an estimated accuracy of +/- 10 meters.
 MN0394
 MN0394.The orthometric height was determined by differential leveling and
 MN0394.adjusted by the NATIONAL GEODETIC SURVEY
 MN0394.in June 1991.
 MN0394
 MN0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0394.GEOID18 height accuracy estimate available here.
 MN0394
 MN0394.Click photographs - Photos may exist for this station.
 MN0394
 MN0394.The dynamic height is computed by dividing the NAVD 88
 MN0394.geopotential number by the normal gravity value computed on the
 MN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0394.degrees latitude (g = 980.6199 gals.).
 MN0394
 MN0394.The modeled gravity was interpolated from observed gravity values.
 MN0394
 MN0394;                    North         East    Units  Estimated Accuracy
 MN0394;SPC NE       -   138,513.      325,631.      MT  (+/- 10 meters HH2 GPS)
 MN0394
 MN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4575749768(NAD 83)
 MN0394
 MN0394                          SUPERSEDED SURVEY CONTROL
 MN0394
 MN0394  NGVD 29 (02/14/92) 1026.506  (m)         3367.80   (f) ADJUSTED    1 2
 MN0394
 MN0394.Superseded values are not recommended for survey control.
 MN0394
 MN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0394.See file dsdata.pdf to determine how the superseded data were derived.
 MN0394
 MN0394_MARKER: I = METAL ROD
 MN0394_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0394_STAMPING: G 422 1986
 MN0394_MARK LOGO: NGS
 MN0394_PROJECTION: FLUSH
 MN0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0394+STABILITY: POSITION/ELEVATION WELL
 MN0394_ROD/PIPE-DEPTH: 8.5 meters
 MN0394_SLEEVE-DEPTH  : 6.1 meters
 MN0394
 MN0394  HISTORY     - Date     Condition        Report By
 MN0394  HISTORY     - 1986     MONUMENTED       NGS
 MN0394
 MN0394                          STATION DESCRIPTION
 MN0394
 MN0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0394'IN BIG SPRINGS.
 MN0394'IN BIG SPRINGS, AT THE NORTH EDGE OF A SMALL CITY PARK (EIKER PARK),
 MN0394'AT A SAM BASS HISTORICAL MARKER, 13.7 METERS (45 FT) SOUTH OF THE
 MN0394'CENTERLINE OF US HIGHWAY 138, 4.0 METERS (13.2 FT) NORTH OF THE WEST
 MN0394'SUPPORT LEG OF THE MARKER, 8.8 METERS (29 FT) SOUTH OF A GUYED POWER
 MN0394'POLE WITH A STREET LITE, 2.9 METERS (9.4 FT) SOUTHEAST OF A WOODEN
 MN0394'GUARD RAIL POST, 2.2 METERS (7.1 FT) SOUTHWEST OF A WOODEN GUARD RAIL
 MN0394'POST, 21.0 METERS (68.6 FT) NORTHEAST OF A VERTICAL WATER SPIGOT AND
 MN0394'4.6 METERS (15 FT) SOUTHEAST OF A TRIPLE TRUNK 60-INCH MAPLE TREE.
 MN0394'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0394'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0956 ***********************************************************************
 LH0956  DESIGNATION -  G 423
 LH0956  PID         -  LH0956
 LH0956  STATE/COUNTY-  NE/FURNAS
 LH0956  COUNTRY     -  US
 LH0956  USGS QUAD   -  HENDLEY (2017)
 LH0956
 LH0956                         *CURRENT SURVEY CONTROL
 LH0956  ______________________________________________________________________
 LH0956* NAD 83(1986) POSITION- 40 07 51.     (N) 099 53 39.     (W)   SCALED
 LH0956* NAVD 88 ORTHO HEIGHT -   684.450 (meters)     2245.57  (feet) ADJUSTED
 LH0956  ______________________________________________________________________
 LH0956  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 LH0956  DYNAMIC HEIGHT  -        684.012 (meters)     2244.13  (feet) COMP
 LH0956  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 LH0956
 LH0956  VERT ORDER      -  FIRST     CLASS II
 LH0956
 LH0956.The horizontal coordinates were scaled from a map and have
 LH0956.an estimated accuracy of +/- 6 seconds.
 LH0956
 LH0956.The orthometric height was determined by differential leveling and
 LH0956.adjusted by the NATIONAL GEODETIC SURVEY
 LH0956.in June 1991.
 LH0956
 LH0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0956.GEOID18 height accuracy estimate available here.
 LH0956
 LH0956.Click photographs - Photos may exist for this station.
 LH0956
 LH0956.The dynamic height is computed by dividing the NAVD 88
 LH0956.geopotential number by the normal gravity value computed on the
 LH0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0956.degrees latitude (g = 980.6199 gals.).
 LH0956
 LH0956.The modeled gravity was interpolated from observed gravity values.
 LH0956
 LH0956;                    North         East    Units  Estimated Accuracy
 LH0956;SPC NE       -    33,040.      509,020.      MT  (+/- 180 meters Scaled)
 LH0956
 LH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238426(NAD 83)
 LH0956
 LH0956                          SUPERSEDED SURVEY CONTROL
 LH0956
 LH0956  NGVD 29 (02/14/92)  684.168  (m)         2244.64   (f) ADJUSTED    1 2
 LH0956
 LH0956.Superseded values are not recommended for survey control.
 LH0956
 LH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0956.See file dsdata.pdf to determine how the superseded data were derived.
 LH0956
 LH0956_MARKER: I = METAL ROD
 LH0956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0956_STAMPING: G 423 1986
 LH0956_MARK LOGO: NGS
 LH0956_PROJECTION: FLUSH
 LH0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0956_ROD/PIPE-DEPTH: 18.3 meters
 LH0956
 LH0956  HISTORY     - Date     Condition        Report By
 LH0956  HISTORY     - 1986     MONUMENTED       NGS
 LH0956
 LH0956                          STATION DESCRIPTION
 LH0956
 LH0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0956'19.6 KM (12.2 MI) SOUTH FROM ARAPAHOE.
 LH0956'19.65 KM (12.3 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0956'HIGHWAYS 6 NAD 34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION
 LH0956'OF STATE HIGHWAY 89, 29.5 METERS (97 FT) WEST OF THE US HIGHWAY
 LH0956'CENTERLINE, 86.8 METERS (295 FT) SOUTHWEST ACROSS THE JUNCTION FROM
 LH0956'MILEPOST 9, 44.3 METERS (145.5 FT) SOUTH OF THE STATE HIGHWAY
 LH0956'CENTERLINE, 13.7 METERS (45 FT) SOUTH OF A POWER POLE FOR THE
 LH0956'SOUTHWEST END OF A POWER LINE CROSSING, 14.6 METERS (48 FT) NORTH OF A
 LH0956'CONCRETE RIGHT OF WAY POST AND 0.3 METER (1 FT) EAST OF THE RIGHT OF
 LH0956'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LH0956'CAP.
 LH0956'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0956'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0317 ***********************************************************************
 MM0317  DESIGNATION -  G 424
 MM0317  PID         -  MM0317
 MM0317  STATE/COUNTY-  NE/LINCOLN
 MM0317  COUNTRY     -  US
 MM0317  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0317
 MM0317                         *CURRENT SURVEY CONTROL
 MM0317  ______________________________________________________________________
 MM0317* NAD 83(1986) POSITION- 41 09 09.     (N) 101 10 42.     (W)   SCALED
 MM0317* NAVD 88 ORTHO HEIGHT -   911.139 (meters)     2989.30  (feet) ADJUSTED
 MM0317  ______________________________________________________________________
 MM0317  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 MM0317  DYNAMIC HEIGHT  -        910.586 (meters)     2987.48  (feet) COMP
 MM0317  MODELED GRAVITY -    979,986.0   (mgal)                       NAVD 88
 MM0317
 MM0317  VERT ORDER      -  FIRST     CLASS II
 MM0317
 MM0317.The horizontal coordinates were scaled from a map and have
 MM0317.an estimated accuracy of +/- 6 seconds.
 MM0317
 MM0317.The orthometric height was determined by differential leveling and
 MM0317.adjusted by the NATIONAL GEODETIC SURVEY
 MM0317.in June 1991.
 MM0317
 MM0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0317.GEOID18 height accuracy estimate available here.
 MM0317
 MM0317.Click photographs - Photos may exist for this station.
 MM0317
 MM0317.The dynamic height is computed by dividing the NAVD 88
 MM0317.geopotential number by the normal gravity value computed on the
 MM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0317.degrees latitude (g = 980.6199 gals.).
 MM0317
 MM0317.The modeled gravity was interpolated from observed gravity values.
 MM0317
 MM0317;                    North         East    Units  Estimated Accuracy
 MM0317;SPC NE       -   147,140.      401,130.      MT  (+/- 180 meters Scaled)
 MM0317
 MM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL172579(NAD 83)
 MM0317
 MM0317                          SUPERSEDED SURVEY CONTROL
 MM0317
 MM0317  NGVD 29 (02/14/92)  910.740  (m)         2987.99   (f) ADJUSTED    1 2
 MM0317
 MM0317.Superseded values are not recommended for survey control.
 MM0317
 MM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0317.See file dsdata.pdf to determine how the superseded data were derived.
 MM0317
 MM0317_MARKER: I = METAL ROD
 MM0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0317_STAMPING: G 424 1986
 MM0317_MARK LOGO: NGS
 MM0317_PROJECTION: FLUSH
 MM0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0317_ROD/PIPE-DEPTH: 15.5 meters
 MM0317
 MM0317  HISTORY     - Date     Condition        Report By
 MM0317  HISTORY     - 1986     MONUMENTED       NGS
 MM0317
 MM0317                          STATION DESCRIPTION
 MM0317
 MM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0317'4.2 KM (2.6 MI) WEST FROM SUTHERLAND.
 MM0317'4.20 KM (2.63 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0317'HIGHWAY 25 SOUTH AT SUTHERLAND, 30.5 METERS (100 FT) SOUTH OF THE
 MM0317'HIGHWAY CENTERLINE, 55.2 METERS (181 FT) WEST OF A 36-INCH PIPE
 MM0317'CULVERT, 33.5 METERS (110 FT) SOUTHWEST OF MILEPOST 155, 10.9 METERS
 MM0317'(36 FT) NORTH OF THE NORTH RAIL AND 0.60 METER (2 FT) EAST OF A POWER
 MM0317'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0317'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0985 ***********************************************************************
 LH0985  DESIGNATION -  G 425
 LH0985  PID         -  LH0985
 LH0985  STATE/COUNTY-  NE/GOSPER
 LH0985  COUNTRY     -  US
 LH0985  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0985
 LH0985                         *CURRENT SURVEY CONTROL
 LH0985  ______________________________________________________________________
 LH0985* NAD 83(1986) POSITION- 40 40 54.     (N) 099 49 41.     (W)   SCALED
 LH0985* NAVD 88 ORTHO HEIGHT -   800.384 (meters)     2625.93  (feet) ADJUSTED
 LH0985  ______________________________________________________________________
 LH0985  GEOID HEIGHT    -        -23.988 (meters)                     GEOID18
 LH0985  DYNAMIC HEIGHT  -        799.895 (meters)     2624.32  (feet) COMP
 LH0985  MODELED GRAVITY -    979,987.3   (mgal)                       NAVD 88
 LH0985
 LH0985  VERT ORDER      -  FIRST     CLASS II
 LH0985
 LH0985.The horizontal coordinates were scaled from a map and have
 LH0985.an estimated accuracy of +/- 6 seconds.
 LH0985
 LH0985.The orthometric height was determined by differential leveling and
 LH0985.adjusted by the NATIONAL GEODETIC SURVEY
 LH0985.in June 1991.
 LH0985
 LH0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0985.GEOID18 height accuracy estimate available here.
 LH0985
 LH0985.Click photographs - Photos may exist for this station.
 LH0985
 LH0985.The dynamic height is computed by dividing the NAVD 88
 LH0985.geopotential number by the normal gravity value computed on the
 LH0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0985.degrees latitude (g = 980.6199 gals.).
 LH0985
 LH0985.The modeled gravity was interpolated from observed gravity values.
 LH0985
 LH0985;                    North         East    Units  Estimated Accuracy
 LH0985;SPC NE       -    94,200.      514,530.      MT  (+/- 180 meters Scaled)
 LH0985
 LH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML300037(NAD 83)
 LH0985
 LH0985                          SUPERSEDED SURVEY CONTROL
 LH0985
 LH0985  NGVD 29 (02/14/92)  800.094  (m)         2624.98   (f) ADJUSTED    1 2
 LH0985
 LH0985.Superseded values are not recommended for survey control.
 LH0985
 LH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0985.See file dsdata.pdf to determine how the superseded data were derived.
 LH0985
 LH0985_MARKER: I = METAL ROD
 LH0985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0985_STAMPING: G 425 1986
 LH0985_MARK LOGO: NGS
 LH0985_PROJECTION: FLUSH
 LH0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0985+STABILITY: POSITION/ELEVATION WELL
 LH0985_ROD/PIPE-DEPTH: 18.2 meters
 LH0985_SLEEVE-DEPTH  : 9.1 meters
 LH0985
 LH0985  HISTORY     - Date     Condition        Report By
 LH0985  HISTORY     - 1986     MONUMENTED       NGS
 LH0985
 LH0985                          STATION DESCRIPTION
 LH0985
 LH0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0985'11.5 KM (7.15 MI) NORTH FROM ELWOOD.
 LH0985'11.49 KM (7.18 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0985'COURTHOUSE AT ELWOOD, IN THE WEST CORNER OF THE Y JUNCTION OF A PAVED
 LH0985'ROAD, AT THE WEST CORNER OF A JOHNSON LAKE RECREATION AREA, 21.3
 LH0985'METERS (70 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 41.4 METERS (136
 LH0985'FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 48, 29.8 METERS (98 FT)
 LH0985'WEST OF THE CENTER OF THE ROAD AND 1.2 METERS (4 FT) SOUTHWEST OF THE
 LH0985'SOUTHEAST 1 OF 2 RIGHT OF WAY MARKERS.  NOTE--ACCESS TO DATUM POINT IS
 LH0985'HAD THROUGH A 5-INCH LOGO CAP.
 LH0985'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0985'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0346 ***********************************************************************
 LJ0346  DESIGNATION -  G 426
 LJ0346  PID         -  LJ0346
 LJ0346  STATE/COUNTY-  NE/DAWSON
 LJ0346  COUNTRY     -  US
 LJ0346  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0346
 LJ0346                         *CURRENT SURVEY CONTROL
 LJ0346  ______________________________________________________________________
 LJ0346* NAD 83(1986) POSITION- 40 52 18.     (N) 100 01 32.     (W)   SCALED
 LJ0346* NAVD 88 ORTHO HEIGHT -   763.354 (meters)     2504.44  (feet) ADJUSTED
 LJ0346  ______________________________________________________________________
 LJ0346  GEOID HEIGHT    -        -23.353 (meters)                     GEOID18
 LJ0346  DYNAMIC HEIGHT  -        762.905 (meters)     2502.96  (feet) COMP
 LJ0346  MODELED GRAVITY -    980,010.9   (mgal)                       NAVD 88
 LJ0346
 LJ0346  VERT ORDER      -  FIRST     CLASS II
 LJ0346
 LJ0346.The horizontal coordinates were scaled from a map and have
 LJ0346.an estimated accuracy of +/- 6 seconds.
 LJ0346
 LJ0346.The orthometric height was determined by differential leveling and
 LJ0346.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0346.in June 1991.
 LJ0346
 LJ0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0346.GEOID18 height accuracy estimate available here.
 LJ0346
 LJ0346.Click photographs - Photos may exist for this station.
 LJ0346
 LJ0346.The dynamic height is computed by dividing the NAVD 88
 LJ0346.geopotential number by the normal gravity value computed on the
 LJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0346.degrees latitude (g = 980.6199 gals.).
 LJ0346
 LJ0346.The modeled gravity was interpolated from observed gravity values.
 LJ0346
 LJ0346;                    North         East    Units  Estimated Accuracy
 LJ0346;SPC NE       -   115,280.      497,850.      MT  (+/- 180 meters Scaled)
 LJ0346
 LJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML135250(NAD 83)
 LJ0346
 LJ0346                          SUPERSEDED SURVEY CONTROL
 LJ0346
 LJ0346  NGVD 29 (02/14/92)  763.050  (m)         2503.44   (f) ADJUSTED    1 2
 LJ0346
 LJ0346.Superseded values are not recommended for survey control.
 LJ0346
 LJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0346.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0346
 LJ0346_MARKER: F = FLANGE-ENCASED ROD
 LJ0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0346_STAMPING: G 426 1986
 LJ0346_MARK LOGO: NGS
 LJ0346_PROJECTION: FLUSH
 LJ0346_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LJ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0346_ROD/PIPE-DEPTH: 10.4 meters
 LJ0346
 LJ0346  HISTORY     - Date     Condition        Report By
 LJ0346  HISTORY     - 1986     MONUMENTED       NGS
 LJ0346  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0346
 LJ0346                          STATION DESCRIPTION
 LJ0346
 LJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0346'3.7 KM (2.3 MI) NW FROM COZAD.
 LJ0346'3.73 KM (2.3 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0346'RAILROAD STATION AT COZAD, 0.77 KM (0.48 MI) NORTHWEST OF MILEPOST
 LJ0346'222, 26.1 METERS (85.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.5
 LJ0346'METERS (44.4 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 LJ0346'OF TRACKS OF THE UNUION PACIFIC RAILROAD, 10.9 METERS (35.8 FT)
 LJ0346'EAST-NORTHEAST OF A RAILROAD SIGNAL CONTROL BOX 240.6 AND 1.7 METERS
 LJ0346'(5.5 FT) NORTHWEST OF A TWIN BRACED TELEPHONE POLES.  NOTE--ACCESS TO
 LJ0346'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0346'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0346'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LJ0346
 LJ0346                          STATION RECOVERY (1999)
 LJ0346
 LJ0346'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UKN)
 LJ0346'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0346'CONSTRUCTION.  BENCH MARK G 426 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0346'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9328 ***********************************************************************
 AI9328  DESIGNATION -  G 426 RESET
 AI9328  PID         -  AI9328
 AI9328  STATE/COUNTY-  NE/DAWSON
 AI9328  COUNTRY     -  US
 AI9328  USGS QUAD   -  GOTHENBURG SE (2017)
 AI9328
 AI9328                         *CURRENT SURVEY CONTROL
 AI9328  ______________________________________________________________________
 AI9328* NAD 83(1986) POSITION- 40 52 18.     (N) 100 01 32.     (W)   SCALED
 AI9328* NAVD 88 ORTHO HEIGHT -   763.20  (meters)     2503.9   (feet) RESET
 AI9328  ______________________________________________________________________
 AI9328  GEOID HEIGHT    -        -23.353 (meters)                     GEOID18
 AI9328  VERT ORDER      -  THIRD
 AI9328
 AI9328.The horizontal coordinates were scaled from a map and have
 AI9328.an estimated accuracy of +/- 6 seconds.
 AI9328
 AI9328.The orthometric height was computed from unverified reset data.
 AI9328
 AI9328.No vertical observational check was made to the station.
 AI9328
 AI9328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9328.GEOID18 height accuracy estimate available here.
 AI9328
 AI9328.Click photographs - Photos may exist for this station.
 AI9328
 AI9328;                    North         East    Units  Estimated Accuracy
 AI9328;SPC NE       -   115,280.      497,850.      MT  (+/- 180 meters Scaled)
 AI9328
 AI9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML135250(NAD 83)
 AI9328
 AI9328                          SUPERSEDED SURVEY CONTROL
 AI9328
 AI9328.No superseded survey control is available for this station.
 AI9328
 AI9328_MARKER: DV = VERTICAL CONTROL DISK
 AI9328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9328_STAMPING: G 426 RESET 1999
 AI9328_MARK LOGO: NGS
 AI9328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9328+STABILITY: SURFACE MOTION
 AI9328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9328+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9328
 AI9328  HISTORY     - Date     Condition        Report By
 AI9328  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9328
 AI9328                          STATION DESCRIPTION
 AI9328
 AI9328'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 AI9328'TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 30 AND F STREET, AT
 AI9328'THE UNION PACIFIC RAILROAD STATION IN COZAD, GO WEST ON HIGHWAY 30 AND
 AI9328'ALONG THE RAILROAD TRACKS FOR 2.3 MI (3.7 KM) TO THE MARK ON THE LEFT,
 AI9328'ON RAILROAD RIGHT-OF-WAY AND IN THE NW1/4, SEC2, T10N, R24W. IT IS
 AI9328'346.6 FT (105.6 M) SOUTHEAST OF RAILROAD SIGNAL LIGHT NUMBERED 2407.3,
 AI9328'260 FT (79.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AI9328'67.62 FT (20.61 M) SOUTH-SOUTHWEST OF THE SOUTHERNMOST RAIL OF 4 SETS
 AI9328'OF TRACKS, 1.61 FT (0.49 M) NORTH-NORTHWEST OF A NAIL IN A WOODEN
 AI9328'BRACE POST IN THE RIGHT-OF-WAY FENCE, 1.19 FT (0.36 M) NORTH-NORTHEAST
 AI9328'OF A WITNESS POST AND THE FENCE, SET INTO THE TOP OF A 1 X 1 FOOT,
 AI9328'(0.3 M) SQUARE, CONCRETE MONUMENT THAT PROJECTS 03. FOOT (0.9 M) ABOVE
 AI9328'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2124 ***********************************************************************
 MK2124  DESIGNATION -  G 428
 MK2124  PID         -  MK2124
 MK2124  STATE/COUNTY-  NE/DOUGLAS
 MK2124  COUNTRY     -  US
 MK2124  USGS QUAD   -  IRVINGTON (2017)
 MK2124
 MK2124                         *CURRENT SURVEY CONTROL
 MK2124  ______________________________________________________________________
 MK2124* NAD 83(1986) POSITION- 41 18 25.32   (N) 096 04 20.90   (W)   HD_HELD1
 MK2124* NAVD 88 ORTHO HEIGHT -   360.175 (meters)     1181.67  (feet) ADJUSTED
 MK2124  ______________________________________________________________________
 MK2124  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 MK2124  DYNAMIC HEIGHT  -        360.018 (meters)     1181.16  (feet) COMP
 MK2124  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 MK2124
 MK2124  VERT ORDER      -  FIRST     CLASS II
 MK2124
 MK2124.The horizontal coordinates were determined by differentially corrected
 MK2124.hand held GPS observations or other comparable positioning techniques
 MK2124.and have an estimated accuracy of +/- 3 meters.
 MK2124
 MK2124.The orthometric height was determined by differential leveling and
 MK2124.adjusted by the NATIONAL GEODETIC SURVEY
 MK2124.in June 1991.
 MK2124
 MK2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2124.GEOID18 height accuracy estimate available here.
 MK2124
 MK2124.Click photographs - Photos may exist for this station.
 MK2124
 MK2124.The dynamic height is computed by dividing the NAVD 88
 MK2124.geopotential number by the normal gravity value computed on the
 MK2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2124.degrees latitude (g = 980.6199 gals.).
 MK2124
 MK2124.The modeled gravity was interpolated from observed gravity values.
 MK2124
 MK2124;                    North         East    Units  Estimated Accuracy
 MK2124;SPC NE       -   171,084.9     828,681.7     MT  (+/- 3 meters HH1 GPS) 
 MK2124
 MK2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4507776976(NAD 83)
 MK2124
 MK2124                          SUPERSEDED SURVEY CONTROL
 MK2124
 MK2124.No superseded survey control is available for this station.
 MK2124
 MK2124_MARKER: DV = VERTICAL CONTROL DISK
 MK2124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2124_SP_SET: FOOTING
 MK2124_STAMPING: G 428 1989
 MK2124_MARK LOGO: NGS
 MK2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2124+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2014
 MK2124
 MK2124  HISTORY     - Date     Condition        Report By
 MK2124  HISTORY     - 1989     MONUMENTED       NGS
 MK2124  HISTORY     - 20100429 GOOD             INDIV
 MK2124  HISTORY     - 20141206 GOOD             GEOCAC
 MK2124
 MK2124                          STATION DESCRIPTION
 MK2124
 MK2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2124'IN OMAHA, AT THE INTERSECTION OF 103RD AND FORT STREETS, IN THE SOUTH
 MK2124'END OF A CONCRETE FOOTING FOR THE SOUTHEAST LEG OF A HIGHLINE TOWER,
 MK2124'108.5 M (356.0 FT) EAST OF THE CENTERLINE OF 103RD STREET, 33.5 M
 MK2124'(109.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF FORT
 MK2124'STREET, 3.1 M (10.2 FT) WEST OF A RIGHT-OF-WAY FENCE, AND 0.4 M (1.3
 MK2124'FT) ABOVE THE GROUND SURFACE.
 MK2124
 MK2124                          STATION RECOVERY (2010)
 MK2124
 MK2124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK2124'REAL TIME NETWORK GPS OBSERVATION.
 MK2124'41 18'25.273''N     96 04'20.891''W
 MK2124'
 MK2124
 MK2124                          STATION RECOVERY (2014)
 MK2124
 MK2124'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK2124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1358 ***********************************************************************
 MJ1358  DESIGNATION -  G 429
 MJ1358  PID         -  MJ1358
 MJ1358  STATE/COUNTY-  NE/DOUGLAS
 MJ1358  COUNTRY     -  US
 MJ1358  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1358
 MJ1358                         *CURRENT SURVEY CONTROL
 MJ1358  ______________________________________________________________________
 MJ1358* NAD 83(1986) POSITION- 41 19 50.14   (N) 095 57 09.50   (W)   HD_HELD1
 MJ1358* NAVD 88 ORTHO HEIGHT -   312.107 (meters)     1023.97  (feet) ADJUSTED
 MJ1358  ______________________________________________________________________
 MJ1358  GEOID HEIGHT    -        -27.876 (meters)                     GEOID18
 MJ1358  DYNAMIC HEIGHT  -        311.973 (meters)     1023.53  (feet) COMP
 MJ1358  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 MJ1358
 MJ1358  VERT ORDER      -  FIRST     CLASS II
 MJ1358
 MJ1358.The horizontal coordinates were determined by differentially corrected
 MJ1358.hand held GPS observations or other comparable positioning techniques
 MJ1358.and have an estimated accuracy of +/- 3 meters.
 MJ1358
 MJ1358.The orthometric height was determined by differential leveling and
 MJ1358.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1358.in June 1991.
 MJ1358
 MJ1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1358.GEOID18 height accuracy estimate available here.
 MJ1358
 MJ1358.Click photographs - Photos may exist for this station.
 MJ1358
 MJ1358.The dynamic height is computed by dividing the NAVD 88
 MJ1358.geopotential number by the normal gravity value computed on the
 MJ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1358.degrees latitude (g = 980.6199 gals.).
 MJ1358
 MJ1358.The modeled gravity was interpolated from observed gravity values.
 MJ1358
 MJ1358;                    North         East    Units  Estimated Accuracy
 MJ1358;SPC NE       -   174,160.3     838,580.5     MT  (+/- 3 meters HH1 GPS) 
 MJ1358
 MJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5290979663(NAD 83)
 MJ1358
 MJ1358                          SUPERSEDED SURVEY CONTROL
 MJ1358
 MJ1358.No superseded survey control is available for this station.
 MJ1358
 MJ1358_MARKER: I = METAL ROD
 MJ1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1358_STAMPING: G 429 1989
 MJ1358_MARK LOGO: NGS
 MJ1358_PROJECTION: FLUSH
 MJ1358_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1358+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1358_ROD/PIPE-DEPTH: 12.0 meters
 MJ1358
 MJ1358  HISTORY     - Date     Condition        Report By
 MJ1358  HISTORY     - 1989     MONUMENTED       NGS
 MJ1358
 MJ1358                          STATION DESCRIPTION
 MJ1358
 MJ1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1358'IN OMAHA, AT THE INTERSECTION OF CRAIG STREET AND JOHN J PERSHING
 MJ1358'DRIVE, 80.1 M (262.8 FT) WEST OF THE CENTERLINE OF THE DRIVE, 7.6 M
 MJ1358'(24.9 FT) SOUTH OF THE CENTERLINE OF THE STREET, 1.1 M (3.6 FT) EAST
 MJ1358'OF A ULTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M
 MJ1358'(1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM
 MJ1358'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0522 ***********************************************************************
 NO0522  DESIGNATION -  G 431
 NO0522  PID         -  NO0522
 NO0522  STATE/COUNTY-  NE/CHERRY
 NO0522  COUNTRY     -  US
 NO0522  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0522
 NO0522                         *CURRENT SURVEY CONTROL
 NO0522  ______________________________________________________________________
 NO0522* NAD 83(1986) POSITION- 42 45 32.91   (N) 100 32 11.54   (W)   HD_HELD1
 NO0522* NAVD 88 ORTHO HEIGHT -   843.140 (meters)     2766.20  (feet) ADJUSTED
 NO0522  ______________________________________________________________________
 NO0522  GEOID HEIGHT    -        -21.657 (meters)                     GEOID18
 NO0522  DYNAMIC HEIGHT  -        842.789 (meters)     2765.05  (feet) COMP
 NO0522  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 NO0522
 NO0522  VERT ORDER      -  FIRST     CLASS II
 NO0522
 NO0522.The horizontal coordinates were determined by differentially corrected
 NO0522.hand held GPS observations or other comparable positioning techniques
 NO0522.and have an estimated accuracy of +/- 3 meters.
 NO0522
 NO0522.The orthometric height was determined by differential leveling and
 NO0522.adjusted by the NATIONAL GEODETIC SURVEY
 NO0522.in June 1994.
 NO0522
 NO0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0522.GEOID18 height accuracy estimate available here.
 NO0522
 NO0522.Click photographs - Photos may exist for this station.
 NO0522
 NO0522.The dynamic height is computed by dividing the NAVD 88
 NO0522.geopotential number by the normal gravity value computed on the
 NO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0522.degrees latitude (g = 980.6199 gals.).
 NO0522
 NO0522.The modeled gravity was interpolated from observed gravity values.
 NO0522
 NO0522;                    North         East    Units  Estimated Accuracy
 NO0522;SPC NE       -   325,001.9     456,084.3     MT  (+/- 3 meters HH1 GPS) 
 NO0522
 NO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7426935213(NAD 83)
 NO0522
 NO0522                          SUPERSEDED SURVEY CONTROL
 NO0522
 NO0522  NGVD 29 (02/14/92)  842.858  (m)         2765.28   (f) ADJUSTED    1 2
 NO0522
 NO0522.Superseded values are not recommended for survey control.
 NO0522
 NO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0522.See file dsdata.pdf to determine how the superseded data were derived.
 NO0522
 NO0522_MARKER: I = METAL ROD
 NO0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0522_STAMPING: G 431 1991
 NO0522_MARK LOGO: NGS
 NO0522_PROJECTION: RECESSED 3 CENTIMETERS
 NO0522_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0522+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0522_ROD/PIPE-DEPTH: 13.3 meters
 NO0522
 NO0522  HISTORY     - Date     Condition        Report By
 NO0522  HISTORY     - 1991     MONUMENTED       NGS
 NO0522
 NO0522                          STATION DESCRIPTION
 NO0522
 NO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0522'15.1 KM (9.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0522'OF U.S. HIGHWAY 20 IN VALENTINE, 163.0 M (534.8 FT) SOUTH OF A
 NO0522'T-FENCE CORNER, 19.0 M (62.3 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 NO0522'CENTERLINE, 3.7 M (12.1 FT) WEST OF A WITNESS POST AND FENCE, AND 1.8
 NO0522'M (5.9 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT
 NO0522'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0552 ***********************************************************************
 NO0552  DESIGNATION -  G 432
 NO0552  PID         -  NO0552
 NO0552  STATE/COUNTY-  NE/CHERRY
 NO0552  COUNTRY     -  US
 NO0552  USGS QUAD   -  BRUSH HILL (2017)
 NO0552
 NO0552                         *CURRENT SURVEY CONTROL
 NO0552  ______________________________________________________________________
 NO0552* NAD 83(1986) POSITION- 42 26 22.     (N) 101 00 41.     (W)   SCALED
 NO0552* NAVD 88 ORTHO HEIGHT -  1006.477 (meters)     3302.08  (feet) ADJUSTED
 NO0552  ______________________________________________________________________
 NO0552  GEOID HEIGHT    -        -20.476 (meters)                     GEOID18
 NO0552  DYNAMIC HEIGHT  -       1006.009 (meters)     3300.55  (feet) COMP
 NO0552  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 NO0552
 NO0552  VERT ORDER      -  FIRST     CLASS II
 NO0552
 NO0552.The horizontal coordinates were scaled from a map and have
 NO0552.an estimated accuracy of +/- 6 seconds.
 NO0552
 NO0552.The orthometric height was determined by differential leveling and
 NO0552.adjusted by the NATIONAL GEODETIC SURVEY
 NO0552.in June 1994.
 NO0552
 NO0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0552.GEOID18 height accuracy estimate available here.
 NO0552
 NO0552.Click photographs - Photos may exist for this station.
 NO0552
 NO0552.The dynamic height is computed by dividing the NAVD 88
 NO0552.geopotential number by the normal gravity value computed on the
 NO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0552.degrees latitude (g = 980.6199 gals.).
 NO0552
 NO0552.The modeled gravity was interpolated from observed gravity values.
 NO0552
 NO0552;                    North         East    Units  Estimated Accuracy
 NO0552;SPC NE       -   289,840.      416,800.      MT  (+/- 180 meters Scaled)
 NO0552
 NO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN345005(NAD 83)
 NO0552
 NO0552                          SUPERSEDED SURVEY CONTROL
 NO0552
 NO0552  NGVD 29 (02/14/92) 1006.188  (m)         3301.14   (f) ADJUSTED    1 2
 NO0552
 NO0552.Superseded values are not recommended for survey control.
 NO0552
 NO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0552.See file dsdata.pdf to determine how the superseded data were derived.
 NO0552
 NO0552_MARKER: I = METAL ROD
 NO0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0552_STAMPING: G 432 1991
 NO0552_MARK LOGO: NGS
 NO0552_PROJECTION: FLUSH
 NO0552_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0552+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0552_ROD/PIPE-DEPTH: 12.6 meters
 NO0552
 NO0552  HISTORY     - Date     Condition        Report By
 NO0552  HISTORY     - 1991     MONUMENTED       NGS
 NO0552
 NO0552                          STATION DESCRIPTION
 NO0552
 NO0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0552'46.4 KM (28.85 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0552'OF STATE HIGHWAY 2 IN MULLEN, 26.9 M (88.3 FT) NORTHWEST OF THE
 NO0552'HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NO0552'2.6 M (8.5 FT) NORTHEAST OF A Y-FENCE CORNER, AND 0.4 M (1.3 FT)
 NO0552'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0552'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0573 ***********************************************************************
 NO0573  DESIGNATION -  G 433
 NO0573  PID         -  NO0573
 NO0573  STATE/COUNTY-  NE/HOOKER
 NO0573  COUNTRY     -  US
 NO0573  USGS QUAD   -  MULLEN (2017)
 NO0573
 NO0573                         *CURRENT SURVEY CONTROL
 NO0573  ______________________________________________________________________
 NO0573* NAD 83(1986) POSITION- 42 01 46.     (N) 101 02 33.     (W)   SCALED
 NO0573* NAVD 88 ORTHO HEIGHT -   999.250 (meters)     3278.37  (feet) ADJUSTED
 NO0573  ______________________________________________________________________
 NO0573  GEOID HEIGHT    -        -20.623 (meters)                     GEOID18
 NO0573  DYNAMIC HEIGHT  -        998.724 (meters)     3276.65  (feet) COMP
 NO0573  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 NO0573
 NO0573  VERT ORDER      -  FIRST     CLASS II
 NO0573
 NO0573.The horizontal coordinates were scaled from a map and have
 NO0573.an estimated accuracy of +/- 6 seconds.
 NO0573
 NO0573.The orthometric height was determined by differential leveling and
 NO0573.adjusted by the NATIONAL GEODETIC SURVEY
 NO0573.in June 1994.
 NO0573
 NO0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0573.GEOID18 height accuracy estimate available here.
 NO0573
 NO0573.Click photographs - Photos may exist for this station.
 NO0573
 NO0573.The dynamic height is computed by dividing the NAVD 88
 NO0573.geopotential number by the normal gravity value computed on the
 NO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0573.degrees latitude (g = 980.6199 gals.).
 NO0573
 NO0573.The modeled gravity was interpolated from observed gravity values.
 NO0573
 NO0573;                    North         East    Units  Estimated Accuracy
 NO0573;SPC NE       -   244,350.      413,700.      MT  (+/- 180 meters Scaled)
 NO0573
 NO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM309550(NAD 83)
 NO0573
 NO0573                          SUPERSEDED SURVEY CONTROL
 NO0573
 NO0573  NGVD 29 (02/14/92)  998.937  (m)         3277.35   (f) ADJUSTED    1 2
 NO0573
 NO0573.Superseded values are not recommended for survey control.
 NO0573
 NO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0573.See file dsdata.pdf to determine how the superseded data were derived.
 NO0573
 NO0573_MARKER: I = METAL ROD
 NO0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0573_STAMPING: G 433 1991
 NO0573_MARK LOGO: NGS
 NO0573_PROJECTION: FLUSH
 NO0573_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0573+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 NO0573_ROD/PIPE-DEPTH: 14.8 meters
 NO0573
 NO0573  HISTORY     - Date     Condition        Report By
 NO0573  HISTORY     - 1991     MONUMENTED       NGS
 NO0573  HISTORY     - 20150325 GOOD             INDIV
 NO0573
 NO0573                          STATION DESCRIPTION
 NO0573
 NO0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0573'1.3 KM (0.80 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0573'OF STATE HIGHWAY 2 IN MULLEN, 35.7 M (117.1 FT) SOUTH OF THE CENTER
 NO0573'OF THE ENTRANCE ROAD TO DEIBLERS BUTCHER BLOCK, 13.3 M (43.6 FT) WEST
 NO0573'OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) SOUTH OF A T-FENCE CORNER,
 NO0573'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 NO0573'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0573'THROUGH A 5-INCH LOGO CAP.
 NO0573
 NO0573                          STATION RECOVERY (2015)
 NO0573
 NO0573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 NO0573'RECOVERED AS DESCRIBED, AT MILE MARKER 66+21 OF HWY 97 SOUTH OF
 NO0573'MULLEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0536 ***********************************************************************
 MM0536  DESIGNATION -  G 434
 MM0536  PID         -  MM0536
 MM0536  STATE/COUNTY-  NE/MCPHERSON
 MM0536  COUNTRY     -  US
 MM0536  USGS QUAD   -  PULLEN RANCH (2017)
 MM0536
 MM0536                         *CURRENT SURVEY CONTROL
 MM0536  ______________________________________________________________________
 MM0536* NAD 83(1986) POSITION- 41 29 15.     (N) 100 53 12.     (W)   SCALED
 MM0536* NAVD 88 ORTHO HEIGHT -   974.120 (meters)     3195.93  (feet) ADJUSTED
 MM0536  ______________________________________________________________________
 MM0536  GEOID HEIGHT    -        -21.845 (meters)                     GEOID18
 MM0536  DYNAMIC HEIGHT  -        973.529 (meters)     3193.99  (feet) COMP
 MM0536  MODELED GRAVITY -    979,984.3   (mgal)                       NAVD 88
 MM0536
 MM0536  VERT ORDER      -  FIRST     CLASS II
 MM0536
 MM0536.The horizontal coordinates were scaled from a map and have
 MM0536.an estimated accuracy of +/- 6 seconds.
 MM0536
 MM0536.The orthometric height was determined by differential leveling and
 MM0536.adjusted by the NATIONAL GEODETIC SURVEY
 MM0536.in June 1994.
 MM0536
 MM0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0536.GEOID18 height accuracy estimate available here.
 MM0536
 MM0536.Click photographs - Photos may exist for this station.
 MM0536
 MM0536.The dynamic height is computed by dividing the NAVD 88
 MM0536.geopotential number by the normal gravity value computed on the
 MM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0536.degrees latitude (g = 980.6199 gals.).
 MM0536
 MM0536.The modeled gravity was interpolated from observed gravity values.
 MM0536
 MM0536;                    North         East    Units  Estimated Accuracy
 MM0536;SPC NE       -   184,030.      425,980.      MT  (+/- 180 meters Scaled)
 MM0536
 MM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL424945(NAD 83)
 MM0536
 MM0536                          SUPERSEDED SURVEY CONTROL
 MM0536
 MM0536  NGVD 29 (02/14/92)  973.744  (m)         3194.69   (f) ADJUSTED    1 2
 MM0536
 MM0536.Superseded values are not recommended for survey control.
 MM0536
 MM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0536.See file dsdata.pdf to determine how the superseded data were derived.
 MM0536
 MM0536_MARKER: F = FLANGE-ENCASED ROD
 MM0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0536_STAMPING: G 434 1991
 MM0536_MARK LOGO: NGS
 MM0536_PROJECTION: FLUSH
 MM0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0536+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 MM0536_ROD/PIPE-DEPTH: 14.0 meters
 MM0536
 MM0536  HISTORY     - Date     Condition        Report By
 MM0536  HISTORY     - 1991     MONUMENTED       NGS
 MM0536  HISTORY     - 20180530 GOOD             NEGS
 MM0536
 MM0536                          STATION DESCRIPTION
 MM0536
 MM0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0536'11.1 KM (6.90 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0536'COURTHOUSE IN TRYON, 18.4 M (60.4 FT) NORTH OF A UTILITY POLE WITH A
 MM0536'GUY CABLE, 18.0 M (59.1 FT) EAST OF THE HIGHWAY CENTERLINE, 11.8 M
 MM0536'(38.7 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND THE EXTENDED
 MM0536'CENTER OF THE CORRELL RANCH ENTRANCE ROAD, 0.3 M (1.0 FT) BELOW THE
 MM0536'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 MM0536'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0536
 MM0536                          STATION RECOVERY (2018)
 MM0536
 MM0536'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 MM0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1442 ***********************************************************************
 LH1442  DESIGNATION -  G 435
 LH1442  PID         -  LH1442
 LH1442  STATE/COUNTY-  NE/BUFFALO
 LH1442  COUNTRY     -  US
 LH1442  USGS QUAD   -  ALFALFA CENTER (2017)
 LH1442
 LH1442                         *CURRENT SURVEY CONTROL
 LH1442  ______________________________________________________________________
 LH1442* NAD 83(1986) POSITION- 40 41 24.     (N) 099 09 41.     (W)   SCALED
 LH1442* NAVD 88 ORTHO HEIGHT -   664.095 (meters)     2178.79  (feet) ADJUSTED
 LH1442  ______________________________________________________________________
 LH1442  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 LH1442  DYNAMIC HEIGHT  -        663.716 (meters)     2177.54  (feet) COMP
 LH1442  MODELED GRAVITY -    980,031.2   (mgal)                       NAVD 88
 LH1442
 LH1442  VERT ORDER      -  FIRST     CLASS II
 LH1442
 LH1442.The horizontal coordinates were scaled from a map and have
 LH1442.an estimated accuracy of +/- 6 seconds.
 LH1442
 LH1442.The orthometric height was determined by differential leveling and
 LH1442.adjusted by the NATIONAL GEODETIC SURVEY
 LH1442.in May 1993.
 LH1442
 LH1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1442.GEOID18 height accuracy estimate available here.
 LH1442
 LH1442.Click photographs - Photos may exist for this station.
 LH1442
 LH1442.The dynamic height is computed by dividing the NAVD 88
 LH1442.geopotential number by the normal gravity value computed on the
 LH1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1442.degrees latitude (g = 980.6199 gals.).
 LH1442
 LH1442.The modeled gravity was interpolated from observed gravity values.
 LH1442
 LH1442;                    North         East    Units  Estimated Accuracy
 LH1442;SPC NE       -    95,460.      570,870.      MT  (+/- 180 meters Scaled)
 LH1442
 LH1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML863043(NAD 83)
 LH1442
 LH1442                          SUPERSEDED SURVEY CONTROL
 LH1442
 LH1442  NGVD 29 (02/14/92)  663.836  (m)         2177.94   (f) ADJUSTED    1 2
 LH1442
 LH1442.Superseded values are not recommended for survey control.
 LH1442
 LH1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1442.See file dsdata.pdf to determine how the superseded data were derived.
 LH1442
 LH1442_MARKER: I = METAL ROD
 LH1442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1442_STAMPING: G 435 1991
 LH1442_MARK LOGO: NGS
 LH1442_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1442_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1442+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1442_ROD/PIPE-DEPTH: 12.6 meters
 LH1442
 LH1442  HISTORY     - Date     Condition        Report By
 LH1442  HISTORY     - 1991     MONUMENTED       NGS
 LH1442
 LH1442                          STATION DESCRIPTION
 LH1442
 LH1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1442'6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1442'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG
 LH1442'A GRAVELED ROAD, 14.8 M (48.6 FT) WEST OF AND LEVEL WITH THE CENTER
 LH1442'OF THE ROAD, 13.0 M (42.7 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH1442'PACIFIC RAILROAD, 2.6 M (8.5 FT) EAST OF A UTILITY POLE, 2.1 M (6.9
 LH1442'FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 1.5 M (4.9 FT)
 LH1442'SOUTH OF A FENCE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 LH1442'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1468 ***********************************************************************
 LH1468  DESIGNATION -  G 436
 LH1468  PID         -  LH1468
 LH1468  STATE/COUNTY-  NE/ADAMS
 LH1468  COUNTRY     -  US
 LH1468  USGS QUAD   -  TRUMBULL (2017)
 LH1468
 LH1468                         *CURRENT SURVEY CONTROL
 LH1468  ______________________________________________________________________
 LH1468* NAD 83(1986) POSITION- 40 40 09.     (N) 098 22 26.     (W)   SCALED
 LH1468* NAVD 88 ORTHO HEIGHT -   586.257 (meters)     1923.41  (feet) ADJUSTED
 LH1468  ______________________________________________________________________
 LH1468  GEOID HEIGHT    -        -25.215 (meters)                     GEOID18
 LH1468  DYNAMIC HEIGHT  -        585.935 (meters)     1922.36  (feet) COMP
 LH1468  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 LH1468
 LH1468  VERT ORDER      -  FIRST     CLASS II
 LH1468
 LH1468.The horizontal coordinates were scaled from a map and have
 LH1468.an estimated accuracy of +/- 6 seconds.
 LH1468
 LH1468.The orthometric height was determined by differential leveling and
 LH1468.adjusted by the NATIONAL GEODETIC SURVEY
 LH1468.in May 1993.
 LH1468
 LH1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1468.GEOID18 height accuracy estimate available here.
 LH1468
 LH1468.Click photographs - Photos may exist for this station.
 LH1468
 LH1468.The dynamic height is computed by dividing the NAVD 88
 LH1468.geopotential number by the normal gravity value computed on the
 LH1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1468.degrees latitude (g = 980.6199 gals.).
 LH1468
 LH1468.The modeled gravity was interpolated from observed gravity values.
 LH1468
 LH1468;                    North         East    Units  Estimated Accuracy
 LH1468;SPC NE       -    94,090.      637,450.      MT  (+/- 180 meters Scaled)
 LH1468
 LH1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL529022(NAD 83)
 LH1468
 LH1468                          SUPERSEDED SURVEY CONTROL
 LH1468
 LH1468  NGVD 29 (02/14/92)  586.007  (m)         1922.59   (f) ADJUSTED    1 2
 LH1468
 LH1468.Superseded values are not recommended for survey control.
 LH1468
 LH1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1468.See file dsdata.pdf to determine how the superseded data were derived.
 LH1468
 LH1468_MARKER: I = METAL ROD
 LH1468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1468_STAMPING: G 436 1991
 LH1468_MARK LOGO: NGS
 LH1468_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1468_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1468+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1468_ROD/PIPE-DEPTH: 9.8 meters
 LH1468
 LH1468  HISTORY     - Date     Condition        Report By
 LH1468  HISTORY     - 1991     MONUMENTED       NGS
 LH1468
 LH1468                          STATION DESCRIPTION
 LH1468
 LH1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1468'7.5 KM (4.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1468'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH1468'EASTERLY ALONG A GRAVELED ROAD, 14.0 M (45.9 FT) SOUTH OF THE CENTER
 LH1468'OF THE ROAD, 13.8 M (45.3 FT) EAST OF THE NEAR RAIL OF THE UNION
 LH1468'PACIFIC RAILROAD, 4.5 M (14.8 FT) SOUTH OF A FENCE CORNER AND AN
 LH1468'UNDERGROUND UTILITY JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 LH1468'THE TRACK, 0.3 M (1.0 FT) WEST OF A FENCE, AND 0.3 M (1.0 FT) NORTH
 LH1468'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1468'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1264 ***********************************************************************
 LG1264  DESIGNATION -  G 437
 LG1264  PID         -  LG1264
 LG1264  STATE/COUNTY-  NE/CLAY
 LG1264  COUNTRY     -  US
 LG1264  USGS QUAD   -  SUTTON (2017)
 LG1264
 LG1264                         *CURRENT SURVEY CONTROL
 LG1264  ______________________________________________________________________
 LG1264* NAD 83(1986) POSITION- 40 37 10.75   (N) 097 50 38.12   (W)   HD_HELD1
 LG1264* NAVD 88 ORTHO HEIGHT -   519.547 (meters)     1704.55  (feet) ADJUSTED
 LG1264  ______________________________________________________________________
 LG1264  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 LG1264  DYNAMIC HEIGHT  -        519.263 (meters)     1703.62  (feet) COMP
 LG1264  MODELED GRAVITY -    980,060.6   (mgal)                       NAVD 88
 LG1264
 LG1264  VERT ORDER      -  FIRST     CLASS II
 LG1264
 LG1264.The horizontal coordinates were determined by differentially corrected
 LG1264.hand held GPS observations or other comparable positioning techniques
 LG1264.and have an estimated accuracy of +/- 3 meters.
 LG1264
 LG1264.The orthometric height was determined by differential leveling and
 LG1264.adjusted by the NATIONAL GEODETIC SURVEY
 LG1264.in May 1993.
 LG1264
 LG1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1264.GEOID18 height accuracy estimate available here.
 LG1264
 LG1264.Click photographs - Photos may exist for this station.
 LG1264
 LG1264.The dynamic height is computed by dividing the NAVD 88
 LG1264.geopotential number by the normal gravity value computed on the
 LG1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1264.degrees latitude (g = 980.6199 gals.).
 LG1264
 LG1264.The modeled gravity was interpolated from observed gravity values.
 LG1264
 LG1264;                    North         East    Units  Estimated Accuracy
 LG1264;SPC NE       -    89,578.7     682,381.2     MT  (+/- 3 meters HH1 GPS) 
 LG1264
 LG1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9778597178(NAD 83)
 LG1264
 LG1264                          SUPERSEDED SURVEY CONTROL
 LG1264
 LG1264.No superseded survey control is available for this station.
 LG1264
 LG1264_MARKER: I = METAL ROD
 LG1264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1264_STAMPING: G 437 1991
 LG1264_MARK LOGO: NGS
 LG1264_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1264_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1264+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1264_ROD/PIPE-DEPTH: 7.3 meters
 LG1264
 LG1264  HISTORY     - Date     Condition        Report By
 LG1264  HISTORY     - 1991     MONUMENTED       NGS
 LG1264
 LG1264                          STATION DESCRIPTION
 LG1264
 LG1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1264'21.2 KM (13.15 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1264'OF U.S. HIGHWAY 81 IN FAIRMONT, 41.0 M (134.5 FT) NORTH OF THE
 LG1264'CENTERLINE OF THE HIGHWAY, 27.3 M (89.6 FT) WEST OF THE CENTER OF A
 LG1264'COUNTY ROAD, 13.7 M (44.9 FT) SOUTH OF THE NEAR RAIL OF THE
 LG1264'BURLINGTON NORTHERN RAILROAD, 2.9 M (9.5 FT) EAST OF A UTILITY POLE,
 LG1264'1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) WEST OF
 LG1264'A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 LG1264'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1302 ***********************************************************************
 LG1302  DESIGNATION -  G 438
 LG1302  PID         -  LG1302
 LG1302  STATE/COUNTY-  NE/LANCASTER
 LG1302  COUNTRY     -  US
 LG1302  USGS QUAD   -  DENTON (2017)
 LG1302
 LG1302                         *CURRENT SURVEY CONTROL
 LG1302  ______________________________________________________________________
 LG1302* NAD 83(1986) POSITION- 40 39 13.24   (N) 096 50 19.18   (W)   HD_HELD1
 LG1302* NAVD 88 ORTHO HEIGHT -   434.092 (meters)     1424.18  (feet) ADJUSTED
 LG1302  ______________________________________________________________________
 LG1302  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 LG1302  DYNAMIC HEIGHT  -        433.889 (meters)     1423.52  (feet) COMP
 LG1302  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 LG1302
 LG1302  VERT ORDER      -  FIRST     CLASS II
 LG1302
 LG1302.The horizontal coordinates were determined by differentially corrected
 LG1302.hand held GPS observations or other comparable positioning techniques
 LG1302.and have an estimated accuracy of +/- 3 meters.
 LG1302
 LG1302.The orthometric height was determined by differential leveling and
 LG1302.adjusted by the NATIONAL GEODETIC SURVEY
 LG1302.in May 1993.
 LG1302
 LG1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1302.GEOID18 height accuracy estimate available here.
 LG1302
 LG1302.Click photographs - Photos may exist for this station.
 LG1302
 LG1302.The dynamic height is computed by dividing the NAVD 88
 LG1302.geopotential number by the normal gravity value computed on the
 LG1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1302.degrees latitude (g = 980.6199 gals.).
 LG1302
 LG1302.The modeled gravity was interpolated from observed gravity values.
 LG1302
 LG1302;                    North         East    Units  Estimated Accuracy
 LG1302;SPC NE       -    95,968.5     767,245.6     MT  (+/- 3 meters HH1 GPS) 
 LG1302
 LG1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8272602559(NAD 83)
 LG1302
 LG1302                          SUPERSEDED SURVEY CONTROL
 LG1302
 LG1302.No superseded survey control is available for this station.
 LG1302
 LG1302_MARKER: F = FLANGE-ENCASED ROD
 LG1302_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1302_STAMPING: G 438 1991
 LG1302_MARK LOGO: NGS
 LG1302_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1302_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1302+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 LG1302_ROD/PIPE-DEPTH: 5.0 meters
 LG1302_SLEEVE-DEPTH  : 0.9 meters
 LG1302
 LG1302  HISTORY     - Date     Condition        Report By
 LG1302  HISTORY     - 1991     MONUMENTED       NGS
 LG1302  HISTORY     - 2002     GOOD             NEDR
 LG1302  HISTORY     - 20100426 GOOD             INDIV
 LG1302  HISTORY     - 20200617 GOOD             NEGS
 LG1302
 LG1302                          STATION DESCRIPTION
 LG1302
 LG1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1302'11.7 KM (7.25 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1302'IN CRETE, 26.7 M (87.6 FT) WEST OF THE CENTER OF SOUTHWEST 68TH
 LG1302'STREET, 19.8 M (65.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.5
 LG1302'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 LG1302'WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A FENCE.  NOTE--ACCESS TO
 LG1302'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LG1302'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1302
 LG1302                          STATION RECOVERY (2002)
 LG1302
 LG1302'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1302'RECOVERED AS DESCRIBED.
 LG1302
 LG1302                          STATION RECOVERY (2010)
 LG1302
 LG1302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1302'REAL TIME NETWORK GPS OBSERVATION.
 LG1302'40 39'13.248''N      96 50'19.181''W
 LG1302'
 LG1302
 LG1302                          STATION RECOVERY (2020)
 LG1302
 LG1302'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG1302'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 33 AND STATE HIGHWAY 103
 LG1302'ON THE EAST EDGE OF CRETE, NE., GO EASTERLY ON STATE HIGHWAY 33 FOR
 LG1302'5.13 MI (8.25 KM) TO MILE POST 18.39 NEAR THE INTERSECTION WITH SW
 LG1302'86TH ST. AND THE MARK ON THE RIGHT (SOUTH).
 LG1302'
 LG1302'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION, 41.1
 LG1302'FT (12.5 M) WEST OF A NAIL IN THE TOP OF A CORNER FENCE POST, 0.7 FT
 LG1302'(21 CM) NORTH OF R/W FENCE, 1 FT (0.3 M) EAST OF A ORANGE CARSONITE
 LG1302'WITNESS, 65 FT (19.8 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 33 AND
 LG1302'87.6 FT (26.7 M) WEST OF SW 86TH ST.  A RAILROAD SPIKE HAS BEEN PLACED
 LG1302'ON THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1332 ***********************************************************************
 LG1332  DESIGNATION -  G 439
 LG1332  PID         -  LG1332
 LG1332  STATE/COUNTY-  NE/LANCASTER
 LG1332  COUNTRY     -  US
 LG1332  USGS QUAD   -  PALMYRA (2017)
 LG1332
 LG1332                         *CURRENT SURVEY CONTROL
 LG1332  ______________________________________________________________________
 LG1332* NAD 83(2011) POSITION- 40 42 40.34912(N) 096 28 56.73546(W)   ADJUSTED
 LG1332* NAD 83(2011) ELLIP HT-   379.214 (meters)        (06/27/12)   ADJUSTED
 LG1332* NAD 83(2011) EPOCH   -  2010.00
 LG1332* NAVD 88 ORTHO HEIGHT -   405.324 (meters)     1329.80  (feet) ADJUSTED
 LG1332  ______________________________________________________________________
 LG1332  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 LG1332  NAD 83(2011) X  -   -546,638.293 (meters)                     COMP
 LG1332  NAD 83(2011) Y  - -4,810,901.353 (meters)                     COMP
 LG1332  NAD 83(2011) Z  -  4,138,413.582 (meters)                     COMP
 LG1332  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 LG1332  DYNAMIC HEIGHT  -        405.147 (meters)     1329.22  (feet) COMP
 LG1332  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 LG1332
 LG1332  VERT ORDER      -  FIRST     CLASS II
 LG1332
 LG1332  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1332  Standards:
 LG1332         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1332            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1332  -------------------------------------------------------------------
 LG1332  NETWORK    0.45   0.59           0.20   0.16   0.30      0.02172744
 LG1332  -------------------------------------------------------------------
 LG1332  Click here for local accuracies and other accuracy information.
 LG1332
 LG1332.The horizontal coordinates were established by GPS observations
 LG1332.and adjusted by the National Geodetic Survey in June 2012.
 LG1332
 LG1332.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1332.been affixed to the stable North American tectonic plate. See 
 LG1332.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1332
 LG1332.The horizontal coordinates are valid at the epoch date displayed above
 LG1332.which is a decimal equivalence of Year/Month/Day.
 LG1332
 LG1332.The orthometric height was determined by differential leveling and
 LG1332.adjusted by the NATIONAL GEODETIC SURVEY
 LG1332.in May 1993.
 LG1332
 LG1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1332.GEOID18 height accuracy estimate available here.
 LG1332
 LG1332.Click photographs - Photos may exist for this station.
 LG1332
 LG1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1332
 LG1332.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1332
 LG1332.The ellipsoidal height was determined by GPS observations
 LG1332.and is referenced to NAD 83.
 LG1332
 LG1332.The dynamic height is computed by dividing the NAVD 88
 LG1332.geopotential number by the normal gravity value computed on the
 LG1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1332.degrees latitude (g = 980.6199 gals.).
 LG1332
 LG1332.The modeled gravity was interpolated from observed gravity values.
 LG1332
 LG1332. The following values were computed from the NAD 83(2011) position.
 LG1332
 LG1332;                    North         East     Units Scale Factor Converg.
 LG1332;SPC NE       -   103,513.410   797,084.578   MT  0.99975400   +2 19 51.9
 LG1332;SPC NE       -   339,610.25  2,615,101.65   sFT  0.99975400   +2 19 51.9
 LG1332;UTM  14      - 4,509,747.723   712,663.580   MT  1.00015670   +1 38 33.7
 LG1332
 LG1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1332!SPC NE       -   0.99994052  x   0.99975400  =   0.99969453
 LG1332!UTM  14      -   0.99994052  x   1.00015670  =   1.00009721
 LG1332
 LG1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1266309747(NAD 83)
 LG1332
 LG1332                          SUPERSEDED SURVEY CONTROL
 LG1332
 LG1332  NAD 83(2007)-  40 42 40.34913(N)    096 28 56.73593(W) AD(2002.00) 0
 LG1332  ELLIP H (02/10/07)  379.233  (m)                       GP(2002.00)    
 LG1332  NAD 83(1995)-  40 42 40.34899(N)    096 28 56.73535(W) AD(       ) B
 LG1332  ELLIP H (03/30/05)  379.202  (m)                       GP(       ) 3 1
 LG1332  NAVD 88             405.33   (m)         1329.8    (f) LEVELING    3  
 LG1332
 LG1332.Superseded values are not recommended for survey control.
 LG1332
 LG1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1332.See file dsdata.pdf to determine how the superseded data were derived.
 LG1332
 LG1332_MARKER: I = METAL ROD
 LG1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1332_STAMPING: G 439 1991
 LG1332_MARK LOGO: NGS
 LG1332_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1332+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2016
 LG1332_ROD/PIPE-DEPTH: 7.8 meters
 LG1332
 LG1332  HISTORY     - Date     Condition        Report By
 LG1332  HISTORY     - 1991     MONUMENTED       NGS
 LG1332  HISTORY     - 2002     GOOD             NEDR
 LG1332  HISTORY     - 20100504 GOOD             INDIV
 LG1332  HISTORY     - 20161208 GOOD             WOOLPT
 LG1332
 LG1332                          STATION DESCRIPTION
 LG1332
 LG1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1332'20.6 KM (12.80 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1332'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 34.4 M (112.9 FT)
 LG1332'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31.3 M (102.7 FT) EAST OF THE
 LG1332'CENTER OF SOUTH 176TH STREET, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE
 LG1332'HIGHWAY, 0.8 M (2.6 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) NORTH
 LG1332'OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS
 LG1332'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1332
 LG1332                          STATION RECOVERY (2002)
 LG1332
 LG1332'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1332'RECOVERED AS DESCRIBED.
 LG1332
 LG1332                          STATION RECOVERY (2010)
 LG1332
 LG1332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1332'RECOVERED IN GOOD CONDITION.
 LG1332
 LG1332                          STATION RECOVERY (2016)
 LG1332
 LG1332'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1366 ***********************************************************************
 LG1366  DESIGNATION -  G 440
 LG1366  PID         -  LG1366
 LG1366  STATE/COUNTY-  NE/LANCASTER
 LG1366  COUNTRY     -  US
 LG1366  USGS QUAD   -  LINCOLN (2017)
 LG1366
 LG1366                         *CURRENT SURVEY CONTROL
 LG1366  ______________________________________________________________________
 LG1366* NAD 83(1986) POSITION- 40 49 53.8    (N) 096 43 13.3    (W)   HD_HELD2
 LG1366* NAVD 88 ORTHO HEIGHT -   351.759 (meters)     1154.06  (feet) ADJUSTED
 LG1366  ______________________________________________________________________
 LG1366  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 LG1366  DYNAMIC HEIGHT  -        351.602 (meters)     1153.55  (feet) COMP
 LG1366  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 LG1366
 LG1366  VERT ORDER      -  FIRST     CLASS II
 LG1366
 LG1366.The horizontal coordinates were established by autonomous hand held GPS
 LG1366.observations and have an estimated accuracy of +/- 10 meters.
 LG1366
 LG1366.The orthometric height was determined by differential leveling and
 LG1366.adjusted by the NATIONAL GEODETIC SURVEY
 LG1366.in May 1993.
 LG1366
 LG1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1366.GEOID18 height accuracy estimate available here.
 LG1366
 LG1366.Click photographs - Photos may exist for this station.
 LG1366
 LG1366.The dynamic height is computed by dividing the NAVD 88
 LG1366.geopotential number by the normal gravity value computed on the
 LG1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1366.degrees latitude (g = 980.6199 gals.).
 LG1366
 LG1366.The modeled gravity was interpolated from observed gravity values.
 LG1366
 LG1366;                    North         East    Units  Estimated Accuracy
 LG1366;SPC NE       -   116,081.      776,492.      MT  (+/- 10 meters HH2 GPS)
 LG1366
 LG1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9221522565(NAD 83)
 LG1366
 LG1366                          SUPERSEDED SURVEY CONTROL
 LG1366
 LG1366.No superseded survey control is available for this station.
 LG1366
 LG1366_MARKER: DV = VERTICAL CONTROL DISK
 LG1366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1366_SP_SET: ABUTMENT
 LG1366_STAMPING: G 440 1992
 LG1366_MARK LOGO: NGS
 LG1366_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1366+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LG1366
 LG1366  HISTORY     - Date     Condition        Report By
 LG1366  HISTORY     - 1992     MONUMENTED       NGS
 LG1366  HISTORY     - 20050809 GOOD             GEOCAC
 LG1366
 LG1366                          STATION DESCRIPTION
 LG1366
 LG1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1366'IN LINCOLN, AT THE INTERSECTION OF NORTH FIRST STREET AND OAK CREEK,
 LG1366'IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE SOUTH
 LG1366'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE CREEK, 450.0 M
 LG1366'(1476.4 FT) SOUTH OF THE HIGHWAY CENTER, AND 10.7 M (35.1 FT) EAST OF
 LG1366'AND LEVEL WITH THE STREET CENTERLINE.
 LG1366
 LG1366                          STATION RECOVERY (2005)
 LG1366
 LG1366'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1375 ***********************************************************************
 LG1375  DESIGNATION -  G 441
 LG1375  PID         -  LG1375
 LG1375  STATE/COUNTY-  NE/LANCASTER
 LG1375  COUNTRY     -  US
 LG1375  USGS QUAD   -  LINCOLN (2017)
 LG1375
 LG1375                         *CURRENT SURVEY CONTROL
 LG1375  ______________________________________________________________________
 LG1375* NAD 83(1986) POSITION- 40 51 25.19   (N) 096 41 09.48   (W)   HD_HELD1
 LG1375* NAVD 88 ORTHO HEIGHT -   359.013 (meters)     1177.86  (feet) ADJUSTED
 LG1375  ______________________________________________________________________
 LG1375  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 LG1375  DYNAMIC HEIGHT  -        358.854 (meters)     1177.34  (feet) COMP
 LG1375  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 LG1375
 LG1375  VERT ORDER      -  FIRST     CLASS II
 LG1375
 LG1375.The horizontal coordinates were determined by differentially corrected
 LG1375.hand held GPS observations or other comparable positioning techniques
 LG1375.and have an estimated accuracy of +/- 3 meters.
 LG1375
 LG1375.The orthometric height was determined by differential leveling and
 LG1375.adjusted by the NATIONAL GEODETIC SURVEY
 LG1375.in May 1993.
 LG1375
 LG1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1375.GEOID18 height accuracy estimate available here.
 LG1375
 LG1375.Click photographs - Photos may exist for this station.
 LG1375
 LG1375.The dynamic height is computed by dividing the NAVD 88
 LG1375.geopotential number by the normal gravity value computed on the
 LG1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1375.degrees latitude (g = 980.6199 gals.).
 LG1375
 LG1375.The modeled gravity was interpolated from observed gravity values.
 LG1375
 LG1375;                    North         East    Units  Estimated Accuracy
 LG1375;SPC NE       -   119,007.9     779,282.6     MT  (+/- 3 meters HH1 GPS) 
 LG1375
 LG1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9504125459(NAD 83)
 LG1375
 LG1375                          SUPERSEDED SURVEY CONTROL
 LG1375
 LG1375.No superseded survey control is available for this station.
 LG1375
 LG1375_MARKER: I = METAL ROD
 LG1375_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1375_STAMPING: G 441 1992
 LG1375_MARK LOGO: NGS
 LG1375_PROJECTION: FLUSH
 LG1375_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1375+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2006
 LG1375_ROD/PIPE-DEPTH: 5.5 meters
 LG1375_SLEEVE-DEPTH  : 0.9 meters
 LG1375
 LG1375  HISTORY     - Date     Condition        Report By
 LG1375  HISTORY     - 1992     MONUMENTED       NGS
 LG1375  HISTORY     - 20061026 GOOD             NEDR
 LG1375  HISTORY     - 20061026 GOOD             NEDR
 LG1375
 LG1375                          STATION DESCRIPTION
 LG1375
 LG1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1375'0.1 KM (0.05 MI) SOUTHERLY ALONG NORTH 63RD STREET FROM THE HAVELOCK
 LG1375'STATION POST OFFICE IN LINCOLN, THENCE 4.4 KM (2.75 MI) WESTERLY
 LG1375'ALONG HAVELOCK AVENUE, 10.6 M (34.8 FT) WEST OF THE CENTER OF A
 LG1375'DRIVEWAY, 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LG1375'LANES OF THE AVENUE, 3.7 M (12.1 FT) SOUTH OF UTILITY POLE NUMBER SW
 LG1375'1065, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M
 LG1375'(1.6 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1375'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1375'SPECIFICATIONS FOR A CLASS A MARK.
 LG1375
 LG1375                          STATION RECOVERY (2006)
 LG1375
 LG1375'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 LG1375'TO REACH THE MARK FROM THE HAVELOCK STATION OF THE US POST OFFICE
 LG1375'(6240 PLATTE AVE) IN LINCOLN, NEBRASKA, GO SOUTHERLY ALONG N 63RD
 LG1375'STREET APPROX. 0.05 MILE (0.1 KM) TO HAVELOCK AVE.
 LG1375'TURN RIGHT (WEST) AND PROCEED WEST ON HAVELOCK AVE/SUPERIOR ST. FOR A
 LG1375'TOTAL OF 2.75 MILES (4.4 KM) TO THE MARK ON THE LEFT (SOUTH) SIDE OF
 LG1375'SUPERIOR ST.
 LG1375'THE BENCHMARK IS 38.7 FT (11.80 M) WEST OF THE APPROX. CENTERLINE OF
 LG1375'N 24TH ST., 33.1 FT (10.09 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LG1375'LANES OF SUPERIOR ST.,
 LG1375'12.1 FT (3.69 M) SOUTH-SOUTHEAST OF UTILITY POLE NO. SW 1065, 8.8 FT
 LG1375'(2.68 M) WEST OF THE WEST EDGE OF A NORTH/SOUTH SIDEWALK, 2.0 FT (0.61
 LG1375'M) SOUTH OF THE SOUTH EDGE OF AN EAST/WEST SIDEWALK, APPROX 1.6 FT
 LG1375'(0.50 M) BELOW THE LEVEL OF THE STREET, AND 0.20 FT (0.06 M) BELOW THE
 LG1375'SURFACE OF THE GROUND.
 LG1375
 LG1375                          STATION RECOVERY (2006)
 LG1375
 LG1375'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 LG1375'TO REACH THE MARK FROM THE HAVELOCK STATION OF THE US POST OFFICE
 LG1375'(6240 PLATTE AVE) IN LINCOLN, NEBRASKA, GO SOUTHERLY ALONG N 63RD
 LG1375'STREET APPROX. 0.05 MILE (0.1 KM) TO HAVELOCK AVE.
 LG1375'TURN RIGHT (WEST) AND PROCEED WEST ON HAVELOCK AVE/SUPERIOR ST. FOR A
 LG1375'TOTAL OF 2.75 MILES (4.4 KM) TO THE MARK ON THE LEFT (SOUTH) SIDE OF
 LG1375'SUPERIOR ST.
 LG1375'THE BENCHMARK IS 38.7 FT (11.80 M) WEST OF THE APPROX. CENTERLINE OF
 LG1375'N 24TH ST., 33.1 FT (10.09 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LG1375'LANES OF SUPERIOR ST.,
 LG1375'12.1 FT (3.69 M) SOUTH-SOUTHEAST OF UTILITY POLE NO. SW 1065, 8.8 FT
 LG1375'(2.68 M) WEST OF THE WEST EDGE OF A NORTH/SOUTH SIDEWALK, 2.0 FT (0.61
 LG1375'M) SOUTH OF THE SOUTH EDGE OF AN EAST/WEST SIDEWALK, APPROX 1.6 FT
 LG1375'(0.50 M) BELOW THE LEVEL OF THE STREET, AND 0.20 FT (0.06 M) BELOW THE
 LG1375'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2718 ***********************************************************************
 AI2718  DESIGNATION -  G 442
 AI2718  PID         -  AI2718
 AI2718  STATE/COUNTY-  NE/JEFFERSON
 AI2718  COUNTRY     -  US
 AI2718  USGS QUAD   -  REYNOLDS (2017)
 AI2718
 AI2718                         *CURRENT SURVEY CONTROL
 AI2718  ______________________________________________________________________
 AI2718* NAD 83(1986) POSITION- 40 03 37.     (N) 097 18 42.     (W)   SCALED
 AI2718* NAVD 88 ORTHO HEIGHT -   433.600 (meters)     1422.57  (feet) ADJUSTED
 AI2718  ______________________________________________________________________
 AI2718  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 AI2718  DYNAMIC HEIGHT  -        433.347 (meters)     1421.74  (feet) COMP
 AI2718  MODELED GRAVITY -    980,029.9   (mgal)                       NAVD 88
 AI2718
 AI2718  VERT ORDER      -  SECOND    CLASS I
 AI2718
 AI2718.The horizontal coordinates were scaled from a map and have
 AI2718.an estimated accuracy of +/- 6 seconds.
 AI2718
 AI2718.The orthometric height was determined by differential leveling and
 AI2718.adjusted by the NATIONAL GEODETIC SURVEY
 AI2718.in July 2002.
 AI2718
 AI2718.No vertical observational check was made to the station.
 AI2718
 AI2718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2718.GEOID18 height accuracy estimate available here.
 AI2718
 AI2718.Click photographs - Photos may exist for this station.
 AI2718
 AI2718.The dynamic height is computed by dividing the NAVD 88
 AI2718.geopotential number by the normal gravity value computed on the
 AI2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2718.degrees latitude (g = 980.6199 gals.).
 AI2718
 AI2718.The modeled gravity was interpolated from observed gravity values.
 AI2718
 AI2718;                    North         East    Units  Estimated Accuracy
 AI2718;SPC NE       -    28,770.      729,320.      MT  (+/- 180 meters Scaled)
 AI2718
 AI2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK439358(NAD 83)
 AI2718
 AI2718                          SUPERSEDED SURVEY CONTROL
 AI2718
 AI2718.No superseded survey control is available for this station.
 AI2718
 AI2718_MARKER: F = FLANGE-ENCASED ROD
 AI2718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2718_STAMPING: G 442 1999
 AI2718_MARK LOGO: NGS
 AI2718_PROJECTION: FLUSH
 AI2718_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2718+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2718_ROD/PIPE-DEPTH: 19.8 meters
 AI2718_SLEEVE-DEPTH  : 0.9 meters
 AI2718
 AI2718  HISTORY     - Date     Condition        Report By
 AI2718  HISTORY     - 1999     MONUMENTED       NGS
 AI2718
 AI2718                          STATION DESCRIPTION
 AI2718
 AI2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2718'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2718'IN REYNOLDS, 57.4 M (188.3 FT) EAST OF THE CENTER OF 561 AVENUE, 21.7
 AI2718'M (71.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT) WEST OF A
 AI2718'UTILITY POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AI2718'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AI2718'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AI2718'THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY
 AI2718'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0406 ***********************************************************************
 LH0406  DESIGNATION -  G 5
 LH0406  PID         -  LH0406
 LH0406  STATE/COUNTY-  NE/BUFFALO
 LH0406  COUNTRY     -  US
 LH0406  USGS QUAD   -  NEWARK (2017)
 LH0406
 LH0406                         *CURRENT SURVEY CONTROL
 LH0406  ______________________________________________________________________
 LH0406* NAD 83(1995) POSITION- 40 43 44.25223(N) 098 55 53.80471(W)   ADJUSTED
 LH0406* NAD 83(1995) ELLIP HT-   614.381 (meters)        (06/27/02)   ADJUSTED
 LH0406* NAVD 88 ORTHO HEIGHT -   638.879 (meters)     2096.06  (feet) ADJUSTED
 LH0406  ______________________________________________________________________
 LH0406  GEOID HEIGHT    -        -24.512 (meters)                     GEOID18
 LH0406  NAD 83(1995) X  -   -751,552.841 (meters)                     COMP
 LH0406  NAD 83(1995) Y  - -4,782,052.602 (meters)                     COMP
 LH0406  NAD 83(1995) Z  -  4,140,061.102 (meters)                     COMP
 LH0406  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 LH0406  DYNAMIC HEIGHT  -        638.520 (meters)     2094.88  (feet) COMP
 LH0406  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 LH0406
 LH0406  HORZ ORDER      -  FIRST
 LH0406  VERT ORDER      -  FIRST     CLASS II
 LH0406  ELLP ORDER      -  FOURTH    CLASS I
 LH0406
 LH0406.The horizontal coordinates were established by GPS observations
 LH0406.and adjusted by the National Geodetic Survey in August 1997.
 LH0406
 LH0406.The orthometric height was determined by differential leveling and
 LH0406.adjusted by the NATIONAL GEODETIC SURVEY
 LH0406.in May 1993.
 LH0406
 LH0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0406.GEOID18 height accuracy estimate available here.
 LH0406
 LH0406.Click photographs - Photos may exist for this station.
 LH0406
 LH0406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0406
 LH0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0406
 LH0406.The ellipsoidal height was determined by GPS observations
 LH0406.and is referenced to NAD 83.
 LH0406
 LH0406.The dynamic height is computed by dividing the NAVD 88
 LH0406.geopotential number by the normal gravity value computed on the
 LH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0406.degrees latitude (g = 980.6199 gals.).
 LH0406
 LH0406.The modeled gravity was interpolated from observed gravity values.
 LH0406
 LH0406. The following values were computed from the NAD 83(1995) position.
 LH0406
 LH0406;                    North         East     Units Scale Factor Converg.
 LH0406;SPC NE       -    99,997.346   590,231.325   MT  0.99974979   +0 42 28.9
 LH0406;SPC NE       -   328,074.63  1,936,450.61   sFT  0.99974979   +0 42 28.9
 LH0406;UTM  14      - 4,508,671.893   505,774.997   MT  0.99960041   +0 02 40.6
 LH0406
 LH0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0406!SPC NE       -   0.99990363  x   0.99974979  =   0.99965345
 LH0406!UTM  14      -   0.99990363  x   0.99960041  =   0.99950408
 LH0406
 LH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0577408671(NAD 83)
 LH0406
 LH0406                          SUPERSEDED SURVEY CONTROL
 LH0406
 LH0406  ELLIP H (08/18/97)  614.432  (m)                       GP(       ) 4 1
 LH0406  NAD 83(1986)-  40 43 44.25941(N)    098 55 53.80792(W) AD(       ) 1
 LH0406  NAVD 88 (06/15/91)  638.892  (m)         2096.10   (f) SUPERSEDED  1 2
 LH0406  NGVD 29 (02/14/92)  638.619  (m)         2095.20   (f) ADJUSTED    1 2
 LH0406  NGVD 29             638.63   (m)         2095.2    (f) LEVELING    3  
 LH0406  NGVD 29             638.63   (m)         2095.2    (f) LEVELING    3  
 LH0406  NGVD 29 (??/??/87)  638.633  (m)         2095.25   (f) SUPERSEDED  1 2
 LH0406
 LH0406.Superseded values are not recommended for survey control.
 LH0406
 LH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0406.See file dsdata.pdf to determine how the superseded data were derived.
 LH0406
 LH0406_MARKER: DB = BENCH MARK DISK
 LH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0406_STAMPING: G 5 1933 2095.248
 LH0406_MARK LOGO: CGS
 LH0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0406+STABILITY: SURFACE MOTION
 LH0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0406+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0406
 LH0406  HISTORY     - Date     Condition        Report By
 LH0406  HISTORY     - 1933     MONUMENTED       CGS
 LH0406  HISTORY     - 1941     GOOD             CGS
 LH0406  HISTORY     - 1984     GOOD             LOCSUR
 LH0406  HISTORY     - 19890403 GOOD             NGS
 LH0406  HISTORY     - 19910924 GOOD             NGS
 LH0406  HISTORY     - 20100628 GOOD             JEOCON
 LH0406
 LH0406                          STATION DESCRIPTION
 LH0406
 LH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0406'8.2 MI NE FROM KEARNEY.
 LH0406'ABOUT 8.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0406'THE STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 0.2 MILE NORTHEAST
 LH0406'OF MILEPOST 181, AT A COUNTY-ROAD CROSSING, 55 FEET WEST OF THE
 LH0406'CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE CENTER LINE OF
 LH0406'U.S. HIGHWAY 30, 43.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LH0406'MAIN TRACK, 13.4 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE
 LH0406'ROAD, AND 4 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 LH0406'A STANDARD DISK, STAMPED 2095.248 G 5 1933 AND SET IN THE TOP
 LH0406'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LH0406
 LH0406                          STATION RECOVERY (1941)
 LH0406
 LH0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0406'RECOVERED IN GOOD CONDITION.
 LH0406
 LH0406                          STATION RECOVERY (1984)
 LH0406
 LH0406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0406'RECOVERED IN GOOD CONDITION.
 LH0406
 LH0406                          STATION RECOVERY (1989)
 LH0406
 LH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0406'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) EAST-NORTHEAST OF
 LH0406'KEARNEY, 7.5 KM (4.65 MI) WEST-SOUTHWEST OF GIBBON, AT THE JUNCTION OF
 LH0406'A GRAVEL ROAD AND A RAILROAD CROSSING.  OWNERSHIP--UNION PACIFIC
 LH0406'RAILROAD.
 LH0406'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH0406'STATE HIGHWAY 44 (EXIT 272), LOCATED ON THE SOUTH SIDE OF KEARNEY, GO
 LH0406'NORTH ON HIGHWAY 44 FOR 3.45 KM (2.15 MI) TO ITS JUNCTION WITH U.S.
 LH0406'HIGHWAY 30.  TURN RIGHT AND GO EAST ON HIGHWAY 30 FOR 11.7 KM
 LH0406'(7.25 MI) TO ITS JUNCTION WITH STATE HIGHWAY 10 ON THE RIGHT.
 LH0406'CONTINUE AHEAD FOR 1.65 KM (1.05 MI) TO A GRAVEL ROAD RIGHT, LEADING
 LH0406'TO THE RAILROAD CROSSING AND THE STATION ON THE RIGHT
 LH0406'THE STATION MARK IS SET 24.5 M (80.4 FT) SOUTH OF THE HIGHWAY
 LH0406'CENTERLINE, 16.4 M (53.8 FT) WEST OF THE ROAD CENTER, 9.5 M (31.2 FT)
 LH0406'EAST OF A UTILITY POLE, 9.4 M (30.8 FT) NORTH OF THE NORTH RAIL OF THE
 LH0406'TRACK, AND BETWEEN TWO LARGE STEEL POSTS PROJECTING 1 M (3.3 FT).
 LH0406'DESCRIBED BY R.D.BALL.
 LH0406
 LH0406                          STATION RECOVERY (1991)
 LH0406
 LH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0406'13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0406'OF STATE HIGHWAY 44 IN KEARNEY, 24.5 M (80.4 FT) SOUTH OF THE HIGHWAY
 LH0406'CENTERLINE, 16.1 M (52.8 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 LH0406'12.6 M (41.3 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 9.5 M
 LH0406'(31.2 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 9.3 M
 LH0406'(30.5 FT) EAST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LH0406'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, NEAR THE CENTER
 LH0406'OF 2 STEEL POSTS, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 LH0406'GROUND SURFACE.
 LH0406
 LH0406                          STATION RECOVERY (2010)
 LH0406
 LH0406'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 LH0406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0255 ***********************************************************************
 MN0255  DESIGNATION -  G 50
 MN0255  PID         -  MN0255
 MN0255  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0255  COUNTRY     -  US
 MN0255  USGS QUAD   -  MITCHELL (2017)
 MN0255
 MN0255                         *CURRENT SURVEY CONTROL
 MN0255  ______________________________________________________________________
 MN0255* NAD 83(1986) POSITION- 41 57 18.     (N) 103 51 09.     (W)   SCALED
 MN0255* NAVD 88 ORTHO HEIGHT -  1208.180 (meters)     3963.84  (feet) ADJUSTED
 MN0255  ______________________________________________________________________
 MN0255  GEOID HEIGHT    -        -18.492 (meters)                     GEOID18
 MN0255  DYNAMIC HEIGHT  -       1207.404 (meters)     3961.29  (feet) COMP
 MN0255  MODELED GRAVITY -    979,939.5   (mgal)                       NAVD 88
 MN0255
 MN0255  VERT ORDER      -  SECOND    CLASS 0
 MN0255
 MN0255.The horizontal coordinates were scaled from a map and have
 MN0255.an estimated accuracy of +/- 6 seconds.
 MN0255
 MN0255.The orthometric height was determined by differential leveling and
 MN0255.adjusted by the NATIONAL GEODETIC SURVEY
 MN0255.in June 1991.
 MN0255
 MN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0255.GEOID18 height accuracy estimate available here.
 MN0255
 MN0255.Click photographs - Photos may exist for this station.
 MN0255
 MN0255.The dynamic height is computed by dividing the NAVD 88
 MN0255.geopotential number by the normal gravity value computed on the
 MN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0255.degrees latitude (g = 980.6199 gals.).
 MN0255
 MN0255.The modeled gravity was interpolated from observed gravity values.
 MN0255
 MN0255;                    North         East    Units  Estimated Accuracy
 MN0255;SPC NE       -   242,670.      180,800.      MT  (+/- 180 meters Scaled)
 MN0255
 MN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG951454(NAD 83)
 MN0255
 MN0255                          SUPERSEDED SURVEY CONTROL
 MN0255
 MN0255  NGVD 29 (??/??/92) 1207.493  (m)         3961.58   (f) ADJ UNCH    2 0
 MN0255
 MN0255.Superseded values are not recommended for survey control.
 MN0255
 MN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0255.See file dsdata.pdf to determine how the superseded data were derived.
 MN0255
 MN0255_MARKER: DB = BENCH MARK DISK
 MN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0255_STAMPING: G 50 1934
 MN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0255+STABILITY: SURFACE MOTION
 MN0255
 MN0255  HISTORY     - Date     Condition        Report By
 MN0255  HISTORY     - 1934     MONUMENTED       CGS
 MN0255  HISTORY     - 20030924 MARK NOT FOUND   NGS
 MN0255
 MN0255                          STATION DESCRIPTION
 MN0255
 MN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0255'2.3 MI NW FROM MITCHELL.
 MN0255'ABOUT 2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0255'RAILROAD FROM THE STATION AT MITCHELL, SCOTTS BLUFF COUNTY, AT
 MN0255'MILEAGE 42+70, AT THE SOUTHEAST CORNER OF A ROAD CROSSING, 52.6
 MN0255'FEET SOUTH OF THE SOUTH RAIL, 24.0 FEET EAST OF THE CENTER LINE
 MN0255'OF THE ROAD, 2.3 FEET SOUTH OF A FENCE, AND 3.0 FEET EAST OF
 MN0255'ANOTHER FENCE.  A STANDARD DISK, STAMPED G 50 1934 AND SET IN THE
 MN0255'TOP OF A CONCRETE POST.
 MN0255
 MN0255                          STATION RECOVERY (2003)
 MN0255
 MN0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0182 ***********************************************************************
 MN0182  DESIGNATION -  G 51
 MN0182  PID         -  MN0182
 MN0182  STATE/COUNTY-  NE/MORRILL
 MN0182  COUNTRY     -  US
 MN0182  USGS QUAD   -  BRIDGEPORT (2017)
 MN0182
 MN0182                         *CURRENT SURVEY CONTROL
 MN0182  ______________________________________________________________________
 MN0182* NAD 83(1986) POSITION- 41 40 53.     (N) 103 05 33.     (W)   SCALED
 MN0182* NAVD 88 ORTHO HEIGHT -  1122.941 (meters)     3684.18  (feet) ADJUSTED
 MN0182  ______________________________________________________________________
 MN0182  GEOID HEIGHT    -        -19.483 (meters)                     GEOID18
 MN0182  DYNAMIC HEIGHT  -       1122.237 (meters)     3681.87  (feet) COMP
 MN0182  MODELED GRAVITY -    979,957.2   (mgal)                       NAVD 88
 MN0182
 MN0182  VERT ORDER      -  SECOND    CLASS 0
 MN0182
 MN0182.The horizontal coordinates were scaled from a map and have
 MN0182.an estimated accuracy of +/- 6 seconds.
 MN0182
 MN0182.The orthometric height was determined by differential leveling and
 MN0182.adjusted by the NATIONAL GEODETIC SURVEY
 MN0182.in June 1991.
 MN0182
 MN0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0182.GEOID18 height accuracy estimate available here.
 MN0182
 MN0182.Click photographs - Photos may exist for this station.
 MN0182
 MN0182.The dynamic height is computed by dividing the NAVD 88
 MN0182.geopotential number by the normal gravity value computed on the
 MN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0182.degrees latitude (g = 980.6199 gals.).
 MN0182
 MN0182.The modeled gravity was interpolated from observed gravity values.
 MN0182
 MN0182;                    North         East    Units  Estimated Accuracy
 MN0182;SPC NE       -   209,780.      242,650.      MT  (+/- 180 meters Scaled)
 MN0182
 MN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG587161(NAD 83)
 MN0182
 MN0182                          SUPERSEDED SURVEY CONTROL
 MN0182
 MN0182  NGVD 29 (??/??/92) 1122.378  (m)         3682.34   (f) ADJ UNCH    2 0
 MN0182
 MN0182.Superseded values are not recommended for survey control.
 MN0182
 MN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0182.See file dsdata.pdf to determine how the superseded data were derived.
 MN0182
 MN0182_MARKER: DB = BENCH MARK DISK
 MN0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0182_STAMPING: G 51 1934
 MN0182_MARK LOGO: CGS
 MN0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0182+STABILITY: SURFACE MOTION
 MN0182
 MN0182  HISTORY     - Date     Condition        Report By
 MN0182  HISTORY     - 1934     MONUMENTED       CGS
 MN0182
 MN0182                          STATION DESCRIPTION
 MN0182
 MN0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0182'AT NORTHPORT.
 MN0182'AT NORTHPORT, MORRILL COUNTY, ON THE UNION PACIFIC RAILROAD,
 MN0182'ABOUT 360 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 26,
 MN0182'72 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, AND 24
 MN0182'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 MN0182'DISK, STAMPED G 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0349 ***********************************************************************
 MN0349  DESIGNATION -  G 51 RESET
 MN0349  PID         -  MN0349
 MN0349  STATE/COUNTY-  NE/MORRILL
 MN0349  COUNTRY     -  US
 MN0349  USGS QUAD   -  BRIDGEPORT (2017)
 MN0349
 MN0349                         *CURRENT SURVEY CONTROL
 MN0349  ______________________________________________________________________
 MN0349* NAD 83(1986) POSITION- 41 40 54.     (N) 103 05 34.     (W)   SCALED
 MN0349* NAVD 88 ORTHO HEIGHT -  1123.392 (meters)     3685.66  (feet) ADJUSTED
 MN0349  ______________________________________________________________________
 MN0349  GEOID HEIGHT    -        -19.483 (meters)                     GEOID18
 MN0349  DYNAMIC HEIGHT  -       1122.687 (meters)     3683.35  (feet) COMP
 MN0349  MODELED GRAVITY -    979,957.2   (mgal)                       NAVD 88
 MN0349
 MN0349  VERT ORDER      -  FIRST     CLASS II
 MN0349
 MN0349.The horizontal coordinates were scaled from a map and have
 MN0349.an estimated accuracy of +/- 6 seconds.
 MN0349
 MN0349.The orthometric height was determined by differential leveling and
 MN0349.adjusted by the NATIONAL GEODETIC SURVEY
 MN0349.in June 1991.
 MN0349
 MN0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0349.GEOID18 height accuracy estimate available here.
 MN0349
 MN0349.Click photographs - Photos may exist for this station.
 MN0349
 MN0349.The dynamic height is computed by dividing the NAVD 88
 MN0349.geopotential number by the normal gravity value computed on the
 MN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0349.degrees latitude (g = 980.6199 gals.).
 MN0349
 MN0349.The modeled gravity was interpolated from observed gravity values.
 MN0349
 MN0349;                    North         East    Units  Estimated Accuracy
 MN0349;SPC NE       -   209,820.      242,630.      MT  (+/- 180 meters Scaled)
 MN0349
 MN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG587161(NAD 83)
 MN0349
 MN0349                          SUPERSEDED SURVEY CONTROL
 MN0349
 MN0349.No superseded survey control is available for this station.
 MN0349
 MN0349_MARKER: DB = BENCH MARK DISK
 MN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0349_STAMPING: G 51 RESET 1984
 MN0349_MARK LOGO: NGS
 MN0349_PROJECTION: FLUSH
 MN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0349+STABILITY: SURFACE MOTION
 MN0349
 MN0349  HISTORY     - Date     Condition        Report By
 MN0349  HISTORY     - 1984     MONUMENTED       UPRR
 MN0349  HISTORY     - 1985     GOOD             NGS
 MN0349  HISTORY     - 20041019 GOOD             INDIV
 MN0349
 MN0349                          STATION DESCRIPTION
 MN0349
 MN0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0349'IN BRIDGEPORT.
 MN0349'AT THE CROSSING OF US HIGHWAYS 385 AND 26 OVER THE UNION PACIFIC
 MN0349'RAILROAD IN BRIDGEPORT, BETWEEN 2 GREEN AND WHITE FENCE POSTS, 25.2
 MN0349'METERS (82.6 FT) NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS,
 MN0349'42.2 METERS (138.5 FT) WEST OF THE NORTHWEST CORNER OF A 5 BY 5 FOOT
 MN0349'BUILDING, 6.7 METERS (22 FT) NORTH OF THE CENTER OF A DIRT ROAD
 MN0349'LEADING EAST ALONG THE TRACKS, 0.6 METER (2 FT) SOUTH OF THE NORTH
 MN0349'FENCE POST AND 0.6 METER (2 FT) NORTH OF THE SOUTH FENCE POST.
 MN0349'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0349'THE MARK IS 0.3 M ABOVE THE TRACKS.
 MN0349
 MN0349                          STATION RECOVERY (2004)
 MN0349
 MN0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 MN0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0058 ***********************************************************************
 MN0058  DESIGNATION -  G 52
 MN0058  PID         -  MN0058
 MN0058  STATE/COUNTY-  NE/GARDEN
 MN0058  COUNTRY     -  US
 MN0058  USGS QUAD   -  OSHKOSH (2017)
 MN0058
 MN0058                         *CURRENT SURVEY CONTROL
 MN0058  ______________________________________________________________________
 MN0058* NAD 83(1986) POSITION- 41 24 15.     (N) 102 20 19.     (W)   SCALED
 MN0058* NAVD 88 ORTHO HEIGHT -  1032.524 (meters)     3387.54  (feet) ADJUSTED
 MN0058  ______________________________________________________________________
 MN0058  GEOID HEIGHT    -        -20.052 (meters)                     GEOID18
 MN0058  DYNAMIC HEIGHT  -       1031.895 (meters)     3385.48  (feet) COMP
 MN0058  MODELED GRAVITY -    979,979.2   (mgal)                       NAVD 88
 MN0058
 MN0058  VERT ORDER      -  SECOND    CLASS 0
 MN0058
 MN0058.The horizontal coordinates were scaled from a map and have
 MN0058.an estimated accuracy of +/- 6 seconds.
 MN0058
 MN0058.The orthometric height was determined by differential leveling and
 MN0058.adjusted by the NATIONAL GEODETIC SURVEY
 MN0058.in June 1991.
 MN0058
 MN0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0058.GEOID18 height accuracy estimate available here.
 MN0058
 MN0058.Click photographs - Photos may exist for this station.
 MN0058
 MN0058.The dynamic height is computed by dividing the NAVD 88
 MN0058.geopotential number by the normal gravity value computed on the
 MN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0058.degrees latitude (g = 980.6199 gals.).
 MN0058
 MN0058.The modeled gravity was interpolated from observed gravity values.
 MN0058
 MN0058;                    North         East    Units  Estimated Accuracy
 MN0058;SPC NE       -   177,050.      304,540.      MT  (+/- 180 meters Scaled)
 MN0058
 MN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF224870(NAD 83)
 MN0058
 MN0058                          SUPERSEDED SURVEY CONTROL
 MN0058
 MN0058  NGVD 29 (??/??/92) 1032.041  (m)         3385.95   (f) ADJ UNCH    2 0
 MN0058
 MN0058.Superseded values are not recommended for survey control.
 MN0058
 MN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0058.See file dsdata.pdf to determine how the superseded data were derived.
 MN0058
 MN0058_MARKER: DB = BENCH MARK DISK
 MN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0058_STAMPING: G 52 1934
 MN0058_MARK LOGO: CGS
 MN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0058+STABILITY: SURFACE MOTION
 MN0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0058+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0058
 MN0058  HISTORY     - Date     Condition        Report By
 MN0058  HISTORY     - 1934     MONUMENTED       CGS
 MN0058  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0058  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0058
 MN0058                          STATION DESCRIPTION
 MN0058
 MN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0058'0.3 MI E FROM OSHKOSH.
 MN0058'ABOUT 0.3 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0058'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 0.5 MILE EAST OF MILEPOST
 MN0058'71, OPPOSITE THE FIRST BRIDGE EAST OF THE STATION, 45 FEET NORTH
 MN0058'OF THE NORTH RAIL OF THE MAIN TRACK, AND 40 FEET NORTHEAST OF THE
 MN0058'NORTHEAST CORNER OF THE BRIDGE.  A STANDARD DISK, STAMPED G 52
 MN0058'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DITCH ON W SIDE
 MN0058'OF BM APPEARS TO HAVE BEEN WIDEN AND CLEANED OUT.  VERY POSSIBLE
 MN0058'THAT BM HAS BEEN DESTROYED OR COVERED UP WITH DIRT.
 MN0058
 MN0058                          STATION RECOVERY (1971)
 MN0058
 MN0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0058'MARK NOT FOUND.
 MN0058
 MN0058                          STATION RECOVERY (1992)
 MN0058
 MN0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0041 ***********************************************************************
 MN0041  DESIGNATION -  G 53 RESET
 MN0041  PID         -  MN0041
 MN0041  STATE/COUNTY-  NE/DEUEL
 MN0041  COUNTRY     -  US
 MN0041  USGS QUAD   -  CHAPPELL NE (2017)
 MN0041
 MN0041                         *CURRENT SURVEY CONTROL
 MN0041  ______________________________________________________________________
 MN0041* NAD 83(1986) POSITION- 41 10 41.     (N) 102 20 31.     (W)   SCALED
 MN0041* NAVD 88 ORTHO HEIGHT -  1154.82  (meters)     3788.8   (feet) RESET
 MN0041  ______________________________________________________________________
 MN0041  GEOID HEIGHT    -        -20.233 (meters)                     GEOID18
 MN0041  VERT ORDER      -  THIRD
 MN0041
 MN0041.The horizontal coordinates were scaled from a map and have
 MN0041.an estimated accuracy of +/- 6 seconds.
 MN0041
 MN0041.The orthometric height was computed from unverified reset data.
 MN0041
 MN0041.No vertical observational check was made to the station.
 MN0041
 MN0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0041.GEOID18 height accuracy estimate available here.
 MN0041
 MN0041.Click photographs - Photos may exist for this station.
 MN0041
 MN0041;                    North         East    Units  Estimated Accuracy
 MN0041;SPC NE       -   151,960.      303,580.      MT  (+/- 180 meters Scaled)
 MN0041
 MN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF229619(NAD 83)
 MN0041
 MN0041                          SUPERSEDED SURVEY CONTROL
 MN0041
 MN0041.No superseded survey control is available for this station.
 MN0041
 MN0041_MARKER: DB = BENCH MARK DISK
 MN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0041_STAMPING: G 53 RESET 1964
 MN0041_MARK LOGO: CGS
 MN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0041+STABILITY: SURFACE MOTION
 MN0041
 MN0041  HISTORY     - Date     Condition        Report By
 MN0041  HISTORY     - 1964     MONUMENTED       CGS
 MN0041
 MN0041                          STATION DESCRIPTION
 MN0041
 MN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0041'12.9 MI NE FROM CHAPPELL.
 MN0041'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0041'CHAPPELL, DEUEL COUNTY, THENCE 6.0 MILES NORTH ALONG STATE HIGHWAY
 MN0041'27, AT A GRADED ROAD CROSSING, 1 AND 3/4 MILES SOUTH OF THE BEREA
 MN0041'LUTHERAN CHURCH, 3 MILES SOUTH OF THE DEUEL-GARDEN COUNTY LINE,
 MN0041'60 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 37, 38 FEET SOUTH
 MN0041'OF THE CENTER OF GRADE DIRT ROAD, 5 FEET SOUTH OF A POWER POLE, 1.5
 MN0041'FEET NORTH OF A NEW STEEL WITNESS POST, AND 1 FOOT WEST OF A FENCE
 MN0041'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0283 ***********************************************************************
 MN0283  DESIGNATION -  G 54 RESET
 MN0283  PID         -  MN0283
 MN0283  STATE/COUNTY-  NE/BANNER
 MN0283  COUNTRY     -  US
 MN0283  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0283
 MN0283                         *CURRENT SURVEY CONTROL
 MN0283  ______________________________________________________________________
 MN0283* NAD 83(1986) POSITION- 41 40 08.     (N) 103 40 35.     (W)   SCALED
 MN0283* NAVD 88 ORTHO HEIGHT -  1300.47  (meters)     4266.6   (feet) RESET
 MN0283  ______________________________________________________________________
 MN0283  GEOID HEIGHT    -        -19.090 (meters)                     GEOID18
 MN0283  VERT ORDER      -  THIRD
 MN0283
 MN0283.The horizontal coordinates were scaled from a map and have
 MN0283.an estimated accuracy of +/- 6 seconds.
 MN0283
 MN0283.The orthometric height was computed from unverified reset data.
 MN0283
 MN0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0283.GEOID18 height accuracy estimate available here.
 MN0283
 MN0283.Click photographs - Photos may exist for this station.
 MN0283
 MN0283;                    North         East    Units  Estimated Accuracy
 MN0283;SPC NE       -   210,300.      194,030.      MT  (+/- 180 meters Scaled)
 MN0283
 MN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG101138(NAD 83)
 MN0283
 MN0283                          SUPERSEDED SURVEY CONTROL
 MN0283
 MN0283.No superseded survey control is available for this station.
 MN0283
 MN0283_MARKER: DB = BENCH MARK DISK
 MN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0283_STAMPING: G 54 RESET 1971
 MN0283_MARK LOGO: CGS
 MN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0283+STABILITY: SURFACE MOTION
 MN0283
 MN0283  HISTORY     - Date     Condition        Report By
 MN0283  HISTORY     - 1971     MONUMENTED       NGS
 MN0283
 MN0283                          STATION DESCRIPTION
 MN0283
 MN0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MN0283'12 MI S FROM GERING.
 MN0283'ABOUT 11.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE COURTHOUSE
 MN0283'IN GERING, ACROSS THE ROAD EAST OF A GRAVELED ROAD LEADING WEST,
 MN0283'0.3 MILE NORTH OF AN ABANDONED SCHOOL, 65 FEET EAST OF THE
 MN0283'CENTER OF STATE HIGHWAY 71, 30 FEET NORTH OF AN EAST-WEST FENCE,
 MN0283'16.5 FEET NORTH OF A WIRE GATE AT A FIELD ENTRANCE, 3 FEET
 MN0283'NORTH OF THE NORTH GATE POST FOR THE WIRE GATE, 1 FOOT WEST OF
 MN0283'A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE
 MN0283'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0305 ***********************************************************************
 MN0305  DESIGNATION -  G 55 RESET
 MN0305  PID         -  MN0305
 MN0305  STATE/COUNTY-  NE/BANNER
 MN0305  COUNTRY     -  US
 MN0305  USGS QUAD   -  INDIAN SPRINGS (2017)
 MN0305
 MN0305                         *CURRENT SURVEY CONTROL
 MN0305  ______________________________________________________________________
 MN0305* NAD 83(1986) POSITION- 41 34 58.     (N) 103 33 47.     (W)   SCALED
 MN0305* NAVD 88 ORTHO HEIGHT -  1310.02  (meters)     4298.0   (feet) RESET
 MN0305  ______________________________________________________________________
 MN0305  GEOID HEIGHT    -        -19.314 (meters)                     GEOID18
 MN0305  VERT ORDER      -  THIRD
 MN0305
 MN0305.The horizontal coordinates were scaled from a map and have
 MN0305.an estimated accuracy of +/- 6 seconds.
 MN0305
 MN0305.The orthometric height was computed from unverified reset data.
 MN0305
 MN0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0305.GEOID18 height accuracy estimate available here.
 MN0305
 MN0305.Click photographs - Photos may exist for this station.
 MN0305
 MN0305;                    North         East    Units  Estimated Accuracy
 MN0305;SPC NE       -   200,350.      203,060.      MT  (+/- 180 meters Scaled)
 MN0305
 MN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG197044(NAD 83)
 MN0305
 MN0305                          SUPERSEDED SURVEY CONTROL
 MN0305
 MN0305  NGVD 29 (??/??/??) 1309.34   (m)         4295.7    (f) RESET       3  
 MN0305
 MN0305.Superseded values are not recommended for survey control.
 MN0305
 MN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0305.See file dsdata.pdf to determine how the superseded data were derived.
 MN0305
 MN0305_MARKER: DB = BENCH MARK DISK
 MN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0305_STAMPING: G 55 RESET 1966
 MN0305_MARK LOGO: CGS
 MN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0305+STABILITY: SURFACE MOTION
 MN0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0305+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 MN0305
 MN0305  HISTORY     - Date     Condition        Report By
 MN0305  HISTORY     - 1966     MONUMENTED       CGS
 MN0305  HISTORY     - 20111018 GOOD             NEDR
 MN0305
 MN0305                          STATION DESCRIPTION
 MN0305
 MN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0305'15 MI W FROM REDINGTON.
 MN0305'ABOUT 15.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST
 MN0305'OFFICE AT REDINGTON, 173 FEET WEST OF A NORTH-SOUTH FENCE, 74
 MN0305'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88, 40 FEET NORTHWEST
 MN0305'OF THE HEAD OF A DRAW, 1.5 FEET EAST OF A METAL WITNESS POST,
 MN0305'AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0305'4 INCHES.
 MN0305
 MN0305                          STATION RECOVERY (2011)
 MN0305
 MN0305'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0754 ***********************************************************************
 ML0754  DESIGNATION -  G 56 RESET
 ML0754  PID         -  ML0754
 ML0754  STATE/COUNTY-  NE/CUSTER
 ML0754  COUNTRY     -  US
 ML0754  USGS QUAD   -  MERNA (2017)
 ML0754
 ML0754                         *CURRENT SURVEY CONTROL
 ML0754  ______________________________________________________________________
 ML0754* NAD 83(1986) POSITION- 41 28 51.     (N) 099 50 16.     (W)   SCALED
 ML0754* NAVD 88 ORTHO HEIGHT -   810.45  (+/-2cm)     2659.0   (feet) VERTCON
 ML0754  ______________________________________________________________________
 ML0754  GEOID HEIGHT    -        -22.434 (meters)                     GEOID18
 ML0754  VERT ORDER      -  THIRD (See Below)
 ML0754
 ML0754.The horizontal coordinates were scaled from a map and have
 ML0754.an estimated accuracy of +/- 6 seconds.
 ML0754
 ML0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0754
 ML0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0754.GEOID18 height accuracy estimate available here.
 ML0754
 ML0754.The vertical order pertains to the NGVD 29 superseded value.
 ML0754
 ML0754.Click photographs - Photos may exist for this station.
 ML0754
 ML0754;                    North         East    Units  Estimated Accuracy
 ML0754;SPC NE       -   182,930.      513,540.      MT  (+/- 180 meters Scaled)
 ML0754
 ML0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML300924(NAD 83)
 ML0754
 ML0754                          SUPERSEDED SURVEY CONTROL
 ML0754
 ML0754  NGVD 29 (??/??/??)  810.18   (m)         2658.1    (f) RESET       3  
 ML0754
 ML0754.Superseded values are not recommended for survey control.
 ML0754
 ML0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0754.See file dsdata.pdf to determine how the superseded data were derived.
 ML0754
 ML0754_MARKER: DB = BENCH MARK DISK
 ML0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0754_STAMPING: G 56 RESET 1958
 ML0754_MARK LOGO: CGS
 ML0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0754+STABILITY: SURFACE MOTION
 ML0754
 ML0754  HISTORY     - Date     Condition        Report By
 ML0754  HISTORY     - 1958     MONUMENTED       NEDR
 ML0754
 ML0754                          STATION DESCRIPTION
 ML0754
 ML0754'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0754'4.1 MI SW FROM MERNA.
 ML0754'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAYS 80 AND 92 FROM
 ML0754'THE POST OFFICE AT MERNA, CUSTER COUNTY, ABOUT 60 FEET FROM THE
 ML0754'CENTERLINE OF THE HIGHWAY, 480 FEET WEST OF POINT CURVATURE OF
 ML0754'THE HIGHWAY, AND 2.0 FEET FROM NORTH FENCE ON THE RIGHT OF WAY
 ML0754'LINE.  THIS BENCH MARK IS SOUTH OF THE FENCE LINE, AND NORTH
 ML0754'OF THE CENTERLINE.  A STANDARD DISK, STAMPED G 56 RESET 1958,
 ML0754'AND SET IN THE TOP OF A CONCRETE POST APPROXIMATELY 1.0 FOOT
 ML0754'ABOVE NATURAL GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0383 ***********************************************************************
 NP0383  DESIGNATION -  G 57
 NP0383  PID         -  NP0383
 NP0383  STATE/COUNTY-  NE/BOX BUTTE
 NP0383  COUNTRY     -  US
 NP0383  USGS QUAD   -  MARSLAND SE (2017)
 NP0383
 NP0383                         *CURRENT SURVEY CONTROL
 NP0383  ______________________________________________________________________
 NP0383* NAD 83(1986) POSITION- 42 19 23.     (N) 103 22 01.     (W)   SCALED
 NP0383* NAVD 88 ORTHO HEIGHT -  1390.141 (meters)     4560.82  (feet) POSTED
 NP0383  ______________________________________________________________________
 NP0383  GEOID HEIGHT    -        -18.096 (meters)                     GEOID18
 NP0383  DYNAMIC HEIGHT  -       1389.29  (meters)     4558.0   (feet) COMP
 NP0383  MODELED GRAVITY -    979,960.2   (mgal)                       NAVD 88
 NP0383
 NP0383  VERT ORDER      -  * POSTED, SEE BELOW
 NP0383
 NP0383.The horizontal coordinates were scaled from a map and have
 NP0383.an estimated accuracy of +/- 6 seconds.
 NP0383
 NP0383.The orthometric height was determined by differential leveling
 NP0383.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0383
 NP0383.* This is a POSTED BENCH MARK height.
 NP0383
 NP0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0383.GEOID18 height accuracy estimate available here.
 NP0383
 NP0383.Click photographs - Photos may exist for this station.
 NP0383
 NP0383.The dynamic height is computed by dividing the NAVD 88
 NP0383.geopotential number by the normal gravity value computed on the
 NP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0383.degrees latitude (g = 980.6199 gals.).
 NP0383
 NP0383.The modeled gravity was interpolated from observed gravity values.
 NP0383
 NP0383;                    North         East    Units  Estimated Accuracy
 NP0383;SPC NE       -   281,830.      222,600.      MT  (+/- 180 meters Scaled)
 NP0383
 NP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG345869(NAD 83)
 NP0383
 NP0383                          SUPERSEDED SURVEY CONTROL
 NP0383
 NP0383  NGVD 29 (??/??/92) 1389.458  (m)         4558.58   (f) ADJ UNCH    2 0
 NP0383
 NP0383.Superseded values are not recommended for survey control.
 NP0383
 NP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0383.See file dsdata.pdf to determine how the superseded data were derived.
 NP0383
 NP0383_MARKER: DB = BENCH MARK DISK
 NP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0383_STAMPING: G 57 1934
 NP0383_MARK LOGO: CGS
 NP0383_PROJECTION: FLUSH
 NP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0383+STABILITY: SURFACE MOTION
 NP0383
 NP0383  HISTORY     - Date     Condition        Report By
 NP0383  HISTORY     - 1934     MONUMENTED       CGS
 NP0383  HISTORY     - 1956     GOOD             CGS
 NP0383  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0383
 NP0383                          STATION DESCRIPTION
 NP0383
 NP0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0383'15 MI W FROM HEMINGFORD.
 NP0383'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0383'OFFICE AT HEMINGFORD, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY
 NP0383'87, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 NP0383'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 9.6 FEET NORTH
 NP0383'OF A TELEPHONE POLE, 1 FOOT EAST OF A WITNESS POST, SET IN
 NP0383'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 NP0383'THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0383
 NP0383                          STATION RECOVERY (1981)
 NP0383
 NP0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0411 ***********************************************************************
 NP0411  DESIGNATION -  G 58
 NP0411  PID         -  NP0411
 NP0411  STATE/COUNTY-  NE/SIOUX
 NP0411  COUNTRY     -  US
 NP0411  USGS QUAD   -  AGATE (2017)
 NP0411
 NP0411                         *CURRENT SURVEY CONTROL
 NP0411  ______________________________________________________________________
 NP0411* NAD 83(1986) POSITION- 42 24 21.     (N) 103 47 16.     (W)   SCALED
 NP0411* NAVD 88 ORTHO HEIGHT -  1372.506 (meters)     4502.96  (feet) POSTED
 NP0411  ______________________________________________________________________
 NP0411  GEOID HEIGHT    -        -17.291 (meters)                     GEOID18
 NP0411  DYNAMIC HEIGHT  -       1371.66  (meters)     4500.2   (feet) COMP
 NP0411  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 NP0411
 NP0411  VERT ORDER      -  * POSTED, SEE BELOW
 NP0411
 NP0411.The horizontal coordinates were scaled from a map and have
 NP0411.an estimated accuracy of +/- 6 seconds.
 NP0411
 NP0411.The orthometric height was determined by differential leveling
 NP0411.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0411
 NP0411.* This is a POSTED BENCH MARK height.
 NP0411
 NP0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0411.GEOID18 height accuracy estimate available here.
 NP0411
 NP0411.Click photographs - Photos may exist for this station.
 NP0411
 NP0411.The dynamic height is computed by dividing the NAVD 88
 NP0411.geopotential number by the normal gravity value computed on the
 NP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0411.degrees latitude (g = 980.6199 gals.).
 NP0411
 NP0411.The modeled gravity was interpolated from observed gravity values.
 NP0411
 NP0411;                    North         East    Units  Estimated Accuracy
 NP0411;SPC NE       -   292,450.      188,350.      MT  (+/- 180 meters Scaled)
 NP0411
 NP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG997955(NAD 83)
 NP0411
 NP0411                          SUPERSEDED SURVEY CONTROL
 NP0411
 NP0411  NGVD 29 (??/??/92) 1371.767  (m)         4500.54   (f) ADJ UNCH    2 0
 NP0411
 NP0411.Superseded values are not recommended for survey control.
 NP0411
 NP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0411.See file dsdata.pdf to determine how the superseded data were derived.
 NP0411
 NP0411_MARKER: DB = BENCH MARK DISK
 NP0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0411_STAMPING: G 58 1934
 NP0411_MARK LOGO: CGS
 NP0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0411+STABILITY: SURFACE MOTION
 NP0411
 NP0411  HISTORY     - Date     Condition        Report By
 NP0411  HISTORY     - 1934     MONUMENTED       CGS
 NP0411  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0411
 NP0411                          STATION DESCRIPTION
 NP0411
 NP0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0411'32.1 MI N FROM MITCHELL.
 NP0411'IN SIOUX COUNTY, 32.1 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0411'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 60.5 FEET EAST
 NP0411'OF THE EAST END OF A CATTLE GATE, 67.5 FEET EAST OF THE CENTERLINE
 NP0411'OF THE HIGHWAY, AND AT THE INTERSECTION OF AN EAST-AND-WEST FENCE
 NP0411'WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 58 1934
 NP0411'AND SET IN THE TOP OF A CONCRETE POST.
 NP0411
 NP0411                          STATION RECOVERY (1974)
 NP0411
 NP0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0097 ***********************************************************************
 MN0097  DESIGNATION -  G 59
 MN0097  PID         -  MN0097
 MN0097  STATE/COUNTY-  NE/DEUEL
 MN0097  COUNTRY     -  US
 MN0097  USGS QUAD   -  MOUNT VERNON (2017)
 MN0097
 MN0097                         *CURRENT SURVEY CONTROL
 MN0097  ______________________________________________________________________
 MN0097* NAD 83(1986) POSITION- 41 08 21.     (N) 102 36 22.     (W)   SCALED
 MN0097* NAVD 88 ORTHO HEIGHT -  1156.993 (meters)     3795.90  (feet) ADJUSTED
 MN0097  ______________________________________________________________________
 MN0097  GEOID HEIGHT    -        -20.011 (meters)                     GEOID18
 MN0097  DYNAMIC HEIGHT  -       1156.213 (meters)     3793.34  (feet) COMP
 MN0097  MODELED GRAVITY -    979,910.5   (mgal)                       NAVD 88
 MN0097
 MN0097  VERT ORDER      -  SECOND    CLASS 0
 MN0097
 MN0097.The horizontal coordinates were scaled from a map and have
 MN0097.an estimated accuracy of +/- 6 seconds.
 MN0097
 MN0097.The orthometric height was determined by differential leveling and
 MN0097.adjusted by the NATIONAL GEODETIC SURVEY
 MN0097.in June 1991.
 MN0097
 MN0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0097.GEOID18 height accuracy estimate available here.
 MN0097
 MN0097.Click photographs - Photos may exist for this station.
 MN0097
 MN0097.The dynamic height is computed by dividing the NAVD 88
 MN0097.geopotential number by the normal gravity value computed on the
 MN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0097.degrees latitude (g = 980.6199 gals.).
 MN0097
 MN0097.The modeled gravity was interpolated from observed gravity values.
 MN0097
 MN0097;                    North         East    Units  Estimated Accuracy
 MN0097;SPC NE       -   148,280.      281,300.      MT  (+/- 180 meters Scaled)
 MN0097
 MN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF009569(NAD 83)
 MN0097
 MN0097                          SUPERSEDED SURVEY CONTROL
 MN0097
 MN0097  NGVD 29 (??/??/92) 1156.466  (m)         3794.17   (f) ADJ UNCH    2 0
 MN0097
 MN0097.Superseded values are not recommended for survey control.
 MN0097
 MN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0097.See file dsdata.pdf to determine how the superseded data were derived.
 MN0097
 MN0097_MARKER: DB = BENCH MARK DISK
 MN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0097_STAMPING: G 59 1934
 MN0097_MARK LOGO: CGS
 MN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0097+STABILITY: SURFACE MOTION
 MN0097
 MN0097  HISTORY     - Date     Condition        Report By
 MN0097  HISTORY     - 1934     MONUMENTED       CGS
 MN0097  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0097  HISTORY     - 20100315 MARK NOT FOUND   NEDR
 MN0097
 MN0097                          STATION DESCRIPTION
 MN0097
 MN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0097'1.7 MI E FROM LODGE POLE.
 MN0097'IN DEUEL COUNTY, 1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 MN0097'FROM THE STATION AT LODGE POLE, CHEYENNE COUNTY, 15 FEET EAST
 MN0097'OF MILEPOST 388, OPPOSITE A SIGNAL-CONTROL BOX, AND 84 FEET
 MN0097'SOUTH OF THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK.  A STANDARD
 MN0097'DISK, STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0097
 MN0097                          STATION RECOVERY (1972)
 MN0097
 MN0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0097'MARK NOT FOUND.
 MN0097
 MN0097                          STATION RECOVERY (2010)
 MN0097
 MN0097'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (AEA)
 MN0097'AREA AROUND STATION IS PASTURE THAT HAS BEEN WORKED, NO SIGN OF
 MN0097'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0831 ***********************************************************************
 LH0831  DESIGNATION -  G 60
 LH0831  PID         -  LH0831
 LH0831  STATE/COUNTY-  NE/DAWSON
 LH0831  COUNTRY     -  US
 LH0831  USGS QUAD   -  BUFFALO (2017)
 LH0831
 LH0831                         *CURRENT SURVEY CONTROL
 LH0831  ______________________________________________________________________
 LH0831* NAD 83(1986) POSITION- 40 58 30.     (N) 099 45 14.     (W)   SCALED
 LH0831* NAVD 88 ORTHO HEIGHT -   786.936 (meters)     2581.81  (feet) ADJUSTED
 LH0831  ______________________________________________________________________
 LH0831  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 LH0831  DYNAMIC HEIGHT  -        786.481 (meters)     2580.31  (feet) COMP
 LH0831  MODELED GRAVITY -    980,018.7   (mgal)                       NAVD 88
 LH0831
 LH0831  VERT ORDER      -  SECOND    CLASS 0
 LH0831
 LH0831.The horizontal coordinates were scaled from a map and have
 LH0831.an estimated accuracy of +/- 6 seconds.
 LH0831
 LH0831.The orthometric height was determined by differential leveling and
 LH0831.adjusted by the NATIONAL GEODETIC SURVEY
 LH0831.in June 1991.
 LH0831
 LH0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0831.GEOID18 height accuracy estimate available here.
 LH0831
 LH0831.Click photographs - Photos may exist for this station.
 LH0831
 LH0831.The dynamic height is computed by dividing the NAVD 88
 LH0831.geopotential number by the normal gravity value computed on the
 LH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0831.degrees latitude (g = 980.6199 gals.).
 LH0831
 LH0831.The modeled gravity was interpolated from observed gravity values.
 LH0831
 LH0831;                    North         East    Units  Estimated Accuracy
 LH0831;SPC NE       -   126,790.      520,710.      MT  (+/- 180 meters Scaled)
 LH0831
 LH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML365362(NAD 83)
 LH0831
 LH0831                          SUPERSEDED SURVEY CONTROL
 LH0831
 LH0831  NGVD 29 (??/??/92)  786.635  (m)         2580.82   (f) ADJ UNCH    2 0
 LH0831
 LH0831.Superseded values are not recommended for survey control.
 LH0831
 LH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0831.See file dsdata.pdf to determine how the superseded data were derived.
 LH0831
 LH0831_MARKER: DB = BENCH MARK DISK
 LH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0831_STAMPING: G 60 1934
 LH0831_MARK LOGO: CGS
 LH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0831+STABILITY: SURFACE MOTION
 LH0831
 LH0831  HISTORY     - Date     Condition        Report By
 LH0831  HISTORY     - 1934     MONUMENTED       CGS
 LH0831  HISTORY     - 1950     GOOD             CGS
 LH0831
 LH0831                          STATION DESCRIPTION
 LH0831
 LH0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0831'13.8 MI N FROM LEXINGTON.
 LH0831'13.8 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT
 LH0831'LEXINGTON, 0.4 MILE NORTHWEST OF A BRIDGE OVER A WASH, 0.2 MILE
 LH0831'NORTH OF AN EAST AND WEST FENCE, 150 FEET NORTHWEST OF A CURVE
 LH0831'IN THE HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LH0831'HIGHWAY, 2 FEET WEST OF THE RIGHT OF WAY FENCE, 1.2 FEET
 LH0831'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0831'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0175 ***********************************************************************
 NP0175  DESIGNATION -  G 61
 NP0175  PID         -  NP0175
 NP0175  STATE/COUNTY-  NE/SHERIDAN
 NP0175  COUNTRY     -  US
 NP0175  USGS QUAD   -  JESSE LAKE (2017)
 NP0175
 NP0175                         *CURRENT SURVEY CONTROL
 NP0175  ______________________________________________________________________
 NP0175* NAD 83(1986) POSITION- 42 04 24.     (N) 102 38 43.     (W)   SCALED
 NP0175* NAVD 88 ORTHO HEIGHT -  1191.966 (meters)     3910.64  (feet) ADJUSTED
 NP0175  ______________________________________________________________________
 NP0175  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 NP0175  DYNAMIC HEIGHT  -       1191.272 (meters)     3908.36  (feet) COMP
 NP0175  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 NP0175
 NP0175  VERT ORDER      -  SECOND    CLASS 0
 NP0175
 NP0175.The horizontal coordinates were scaled from a map and have
 NP0175.an estimated accuracy of +/- 6 seconds.
 NP0175
 NP0175.The orthometric height was determined by differential leveling and
 NP0175.adjusted by the NATIONAL GEODETIC SURVEY
 NP0175.in June 1991.
 NP0175
 NP0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0175.GEOID18 height accuracy estimate available here.
 NP0175
 NP0175.Click photographs - Photos may exist for this station.
 NP0175
 NP0175.The dynamic height is computed by dividing the NAVD 88
 NP0175.geopotential number by the normal gravity value computed on the
 NP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0175.degrees latitude (g = 980.6199 gals.).
 NP0175
 NP0175.The modeled gravity was interpolated from observed gravity values.
 NP0175
 NP0175;                    North         East    Units  Estimated Accuracy
 NP0175;SPC NE       -   252,050.      281,190.      MT  (+/- 180 meters Scaled)
 NP0175
 NP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG947606(NAD 83)
 NP0175
 NP0175                          SUPERSEDED SURVEY CONTROL
 NP0175
 NP0175  NGVD 29 (??/??/92) 1191.395  (m)         3908.77   (f) ADJ UNCH    2 0
 NP0175
 NP0175.Superseded values are not recommended for survey control.
 NP0175
 NP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0175.See file dsdata.pdf to determine how the superseded data were derived.
 NP0175
 NP0175_MARKER: DB = BENCH MARK DISK
 NP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0175_STAMPING: G 61 1940
 NP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0175+STABILITY: SURFACE MOTION
 NP0175
 NP0175  HISTORY     - Date     Condition        Report By
 NP0175  HISTORY     - 1940     MONUMENTED       CGS
 NP0175
 NP0175                          STATION DESCRIPTION
 NP0175
 NP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0175'3 MI W FROM ANTIOCH.
 NP0175'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0175'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.6 MILE WEST OF
 NP0175'MILEPOST 353, AT THE WEST SIDE OF A HOLLOW BETWEEN STATE HIGHWAY
 NP0175'2 AND THE TRACK, 36.8 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET EAST
 NP0175'OF A 4- BY 4-INCH WHITE POST PROJECTING 1.6 FEET ABOVE GROUND,
 NP0175'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 61 1940
 NP0175'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 NP0175'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0288 ***********************************************************************
 NO0288  DESIGNATION -  G 62
 NO0288  PID         -  NO0288
 NO0288  STATE/COUNTY-  NE/GRANT
 NO0288  COUNTRY     -  US
 NO0288  USGS QUAD   -  ASHBY (2017)
 NO0288
 NO0288                         *CURRENT SURVEY CONTROL
 NO0288  ______________________________________________________________________
 NO0288* NAD 83(1986) POSITION- 42 01 00.04   (N) 101 53 30.10   (W)   HD_HELD1
 NO0288* NAVD 88 ORTHO HEIGHT -  1164.338 (meters)     3820.00  (feet) ADJUSTED
 NO0288  ______________________________________________________________________
 NO0288  GEOID HEIGHT    -        -19.200 (meters)                     GEOID18
 NO0288  DYNAMIC HEIGHT  -       1163.679 (meters)     3817.84  (feet) COMP
 NO0288  MODELED GRAVITY -    980,016.2   (mgal)                       NAVD 88
 NO0288
 NO0288  VERT ORDER      -  SECOND    CLASS 0
 NO0288
 NO0288.The horizontal coordinates were determined by differentially corrected
 NO0288.hand held GPS observations or other comparable positioning techniques
 NO0288.and have an estimated accuracy of +/- 3 meters.
 NO0288
 NO0288.The orthometric height was determined by differential leveling and
 NO0288.adjusted by the NATIONAL GEODETIC SURVEY
 NO0288.in June 1991.
 NO0288
 NO0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0288.GEOID18 height accuracy estimate available here.
 NO0288
 NO0288.Click photographs - Photos may exist for this station.
 NO0288
 NO0288.The dynamic height is computed by dividing the NAVD 88
 NO0288.geopotential number by the normal gravity value computed on the
 NO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0288.degrees latitude (g = 980.6199 gals.).
 NO0288
 NO0288.The modeled gravity was interpolated from observed gravity values.
 NO0288
 NO0288;                    North         East    Units  Estimated Accuracy
 NO0288;SPC NE       -   244,123.4     343,372.4     MT  (+/- 3 meters HH1 GPS) 
 NO0288
 NO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6056855673(NAD 83)
 NO0288
 NO0288                          SUPERSEDED SURVEY CONTROL
 NO0288
 NO0288  NGVD 29 (??/??/92) 1163.842  (m)         3818.37   (f) ADJ UNCH    2 0
 NO0288
 NO0288.Superseded values are not recommended for survey control.
 NO0288
 NO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0288.See file dsdata.pdf to determine how the superseded data were derived.
 NO0288
 NO0288_MARKER: DB = BENCH MARK DISK
 NO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0288_STAMPING: G 62 1934
 NO0288_MARK LOGO: CGS
 NO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0288+STABILITY: SURFACE MOTION
 NO0288
 NO0288  HISTORY     - Date     Condition        Report By
 NO0288  HISTORY     - 1934     MONUMENTED       CGS
 NO0288
 NO0288                          STATION DESCRIPTION
 NO0288
 NO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0288'1.9 MI E FROM ASHBY.
 NO0288'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0288'FROM THE STATION AT ASHBY, GRANT COUNTY, 0.5 MILE WEST OF
 NO0288'MILEPOST 313, NEAR A SHALLOW RAVINE, AT THE EAST SLOPE OF A RISE,
 NO0288'200 FEET WEST OF A DIRT-ROAD CROSSING, 78.6 FEET NORTHWEST OF
 NO0288'THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT ON
 NO0288'STATE HIGHWAY 2, 54 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2
 NO0288'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 62 1934
 NO0288'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0179 ***********************************************************************
 MM0179  DESIGNATION -  G 65
 MM0179  PID         -  MM0179
 MM0179  STATE/COUNTY-  NE/LOGAN
 MM0179  COUNTRY     -  US
 MM0179  USGS QUAD   -  CODY LAKE (2017)
 MM0179
 MM0179                         *CURRENT SURVEY CONTROL
 MM0179  ______________________________________________________________________
 MM0179* NAD 83(1986) POSITION- 41 30 08.     (N) 100 31 17.     (W)   SCALED
 MM0179* NAVD 88 ORTHO HEIGHT -   883.577 (meters)     2898.87  (feet) ADJUSTED
 MM0179  ______________________________________________________________________
 MM0179  GEOID HEIGHT    -        -21.855 (meters)                     GEOID18
 MM0179  DYNAMIC HEIGHT  -        883.086 (meters)     2897.26  (feet) COMP
 MM0179  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 MM0179
 MM0179  VERT ORDER      -  SECOND    CLASS 0
 MM0179
 MM0179.The horizontal coordinates were scaled from a map and have
 MM0179.an estimated accuracy of +/- 6 seconds.
 MM0179
 MM0179.The orthometric height was determined by differential leveling and
 MM0179.adjusted by the NATIONAL GEODETIC SURVEY
 MM0179.in June 1991.
 MM0179
 MM0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0179.GEOID18 height accuracy estimate available here.
 MM0179
 MM0179.Click photographs - Photos may exist for this station.
 MM0179
 MM0179.The dynamic height is computed by dividing the NAVD 88
 MM0179.geopotential number by the normal gravity value computed on the
 MM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0179.degrees latitude (g = 980.6199 gals.).
 MM0179
 MM0179.The modeled gravity was interpolated from observed gravity values.
 MM0179
 MM0179;                    North         East    Units  Estimated Accuracy
 MM0179;SPC NE       -   185,420.      456,480.      MT  (+/- 180 meters Scaled)
 MM0179
 MM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL730956(NAD 83)
 MM0179
 MM0179                          SUPERSEDED SURVEY CONTROL
 MM0179
 MM0179  NGVD 29 (??/??/92)  883.268  (m)         2897.86   (f) ADJ UNCH    2 0
 MM0179
 MM0179.Superseded values are not recommended for survey control.
 MM0179
 MM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0179.See file dsdata.pdf to determine how the superseded data were derived.
 MM0179
 MM0179_MARKER: DB = BENCH MARK DISK
 MM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0179_STAMPING: G 65 1934
 MM0179_MARK LOGO: CGS
 MM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0179+STABILITY: SURFACE MOTION
 MM0179
 MM0179  HISTORY     - Date     Condition        Report By
 MM0179  HISTORY     - 1934     MONUMENTED       CGS
 MM0179
 MM0179                          STATION DESCRIPTION
 MM0179
 MM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0179'2 MI N FROM STAPLETON.
 MM0179'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0179'PACIFIC RAILROAD STATION AT STAPLETON, 48.3 FEET WEST OF THE
 MM0179'CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTH OF AN
 MM0179'EAST-AND-WEST FENCE, AND 2.7 FEET WEST OF THE RIGHT-OF-WAY
 MM0179'FENCE.  A STANDARD DISK, STAMPED G 65 1934 AND SET IN THE TOP
 MM0179'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0460 ***********************************************************************
 NN0460  DESIGNATION -  G 67
 NN0460  PID         -  NN0460
 NN0460  STATE/COUNTY-  NE/BLAINE
 NN0460  COUNTRY     -  US
 NN0460  USGS QUAD   -  GOLDMAN LAKE SE (2017)
 NN0460
 NN0460                         *CURRENT SURVEY CONTROL
 NN0460  ______________________________________________________________________
 NN0460* NAD 83(1986) POSITION- 42 05 04.     (N) 099 52 01.     (W)   SCALED
 NN0460* NAVD 88 ORTHO HEIGHT -   789.136 (meters)     2589.02  (feet) ADJUSTED
 NN0460  ______________________________________________________________________
 NN0460  GEOID HEIGHT    -        -22.458 (meters)                     GEOID18
 NN0460  DYNAMIC HEIGHT  -        788.761 (meters)     2587.79  (feet) COMP
 NN0460  MODELED GRAVITY -    980,121.2   (mgal)                       NAVD 88
 NN0460
 NN0460  VERT ORDER      -  SECOND    CLASS 0
 NN0460
 NN0460.The horizontal coordinates were scaled from a map and have
 NN0460.an estimated accuracy of +/- 6 seconds.
 NN0460
 NN0460.The orthometric height was determined by differential leveling and
 NN0460.adjusted by the NATIONAL GEODETIC SURVEY
 NN0460.in June 1991.
 NN0460
 NN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0460.GEOID18 height accuracy estimate available here.
 NN0460
 NN0460.Click photographs - Photos may exist for this station.
 NN0460
 NN0460.The dynamic height is computed by dividing the NAVD 88
 NN0460.geopotential number by the normal gravity value computed on the
 NN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0460.degrees latitude (g = 980.6199 gals.).
 NN0460
 NN0460.The modeled gravity was interpolated from observed gravity values.
 NN0460
 NN0460;                    North         East    Units  Estimated Accuracy
 NN0460;SPC NE       -   249,940.      511,010.      MT  (+/- 180 meters Scaled)
 NN0460
 NN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM282595(NAD 83)
 NN0460
 NN0460                          SUPERSEDED SURVEY CONTROL
 NN0460
 NN0460  NGVD 29 (??/??/92)  788.839  (m)         2588.05   (f) ADJ UNCH    2 0
 NN0460
 NN0460.Superseded values are not recommended for survey control.
 NN0460
 NN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0460.See file dsdata.pdf to determine how the superseded data were derived.
 NN0460
 NN0460_MARKER: DB = BENCH MARK DISK
 NN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0460_STAMPING: G 67 1935
 NN0460_MARK LOGO: CGS
 NN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0460+STABILITY: SURFACE MOTION
 NN0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0460+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1988
 NN0460
 NN0460  HISTORY     - Date     Condition        Report By
 NN0460  HISTORY     - 1935     MONUMENTED       CGS
 NN0460  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0460  HISTORY     - 19880827 GOOD             NGS
 NN0460
 NN0460                          STATION DESCRIPTION
 NN0460
 NN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0460'11.6 MI N FROM BREWSTER.
 NN0460'ABOUT 11.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0460'COURTHOUSE AT BREWSTER, BLAINE COUNTY, NEAR THE C. SNIVELY MAIL
 NN0460'BOX, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 NN0460'EAST OF THE EAST END OF A CATTLE GATE, AND 1.5 FEET NORTH OF THE
 NN0460'FENCE.  A STANDARD DISK, STAMPED G 67 1935 AND SET IN THE TOP
 NN0460'OF A CONCRETE POST.
 NN0460
 NN0460                          STATION RECOVERY (1975)
 NN0460
 NN0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0460'MARK NOT FOUND.
 NN0460
 NN0460                          STATION RECOVERY (1988)
 NN0460
 NN0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NN0460'THE MARK IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH FROM BREWSTER, 3.2
 NN0460'KM (2.00 MI) WEST FROM STATE HIGHWAY 7 AND 0.8 KM (0.50 MI) SOUTH
 NN0460'FROM THE BLAINE/BROWN COUNTY LINE.
 NN0460'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 91, AT
 NN0460'BREWSTER, GO NORTH ON HIGHWAY 7 FOR 17.4 KM (10.80 MI) TO THE
 NN0460'BLAINE/BROWN COUNTY LINE.  CONTINUE NORTH FOR 1.29 KM (0.80 MI) TO A
 NN0460'GRADED ROAD ON THE LEFT, LEADING TO THE HARRY JOHNSON RANCH HOUSE.
 NN0460'TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 2.57 KM (1.60 MI) TO THE
 NN0460'RANCH HOUSE ON THE RIGHT.  CONTINUE SOUTHWEST ON A TRACK ROAD FOR
 NN0460'0.16 KM (0.10 MI) TO A CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN
 NN0460'LEFT, AND GO SOUTH ON A TRACK ROAD FOR 0.32 KM (0.20 MI) TO A GATE IN
 NN0460'A NORTH/SOUTH FENCE.  TURN LEFT, PASS THROUGH THE GATE, TURN RIGHT
 NN0460'AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.08 KM (0.05 MI) TO A GATE
 NN0460'IN AN EAST/WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE SOUTH ON A
 NN0460'TRACK ROAD FOR 0.56 KM (0.35 MI) TO A WINDMILL.  CONTINUE SOUTH AND
 NN0460'SOUTHWEST ON THE TRACK ROAD FOR 0.89 KM (0.55 MI) TO A MARSH AND A
 NN0460'GATE IN AN EAST/WEST FENCE THAT IS VISIBLE STRAIGHT AHEAD, ACROSS THE
 NN0460'MARSH.  GO SOUTHEAST ACROSS A MEADOW, PASSING TO THE EAST OF THE
 NN0460'MARSH, FOR ABOUT 0.08 KM (0.05 MI) TO THE EAST/WEST FENCE.  TURN
 NN0460'SHARP RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR ABOUT
 NN0460'0.08 KM (0.05 MI) TO THE GATE.  PASS THROUGH THE GATE, TURN LEFT, AND
 NN0460'GO EAST-SOUTHEAST, ACROSS A PASTURE, FOR 0.56 KM (0.35 MI) TO A GATE
 NN0460'IN A NORTH/SOUTH FENCE AND THE MARK, NEAR THE SOUTHEAST CORNER OF THE
 NN0460'NORTHEAST 1/4, SEC6, T24N, R22W.  THE DISK IS SET INTO THE TOP OF A
 NN0460'6-INCH SQUARE CONCRETE POST, THAT PROJECTS 6 CM ABOVE THE GROUND.  IT
 NN0460'IS 1.37 M (4.5 FT) NORTHWEST FROM THE NORTH GATE POST AND 0.61 M
 NN0460'(2.0 FT) WEST FROM A WITNESS POST AND THE NORTH/SOUTH FENCE.  THE MARK
 NN0460'IS ON PROPERTY OWNED BY THE HARRY JOHNSON RANCH.  MR. AND MRS.
 NN0460'JOHNSON LIVE AT THE HOUSE MENTIONED EARLIER IN THIS DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0098 ***********************************************************************
 MM0098  DESIGNATION -  G 7
 MM0098  PID         -  MM0098
 MM0098  STATE/COUNTY-  NE/LINCOLN
 MM0098  COUNTRY     -  US
 MM0098  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0098
 MM0098                         *CURRENT SURVEY CONTROL
 MM0098  ______________________________________________________________________
 MM0098* NAD 83(1986) POSITION- 41 08 30.     (N) 100 43 19.     (W)   SCALED
 MM0098* NAVD 88 ORTHO HEIGHT -   852.280 (meters)     2796.19  (feet) ADJUSTED
 MM0098  ______________________________________________________________________
 MM0098  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 MM0098  DYNAMIC HEIGHT  -        851.786 (meters)     2794.57  (feet) COMP
 MM0098  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 MM0098
 MM0098  VERT ORDER      -  FIRST     CLASS II
 MM0098
 MM0098.The horizontal coordinates were scaled from a map and have
 MM0098.an estimated accuracy of +/- 6 seconds.
 MM0098
 MM0098.The orthometric height was determined by differential leveling and
 MM0098.adjusted by the NATIONAL GEODETIC SURVEY
 MM0098.in June 1994.
 MM0098
 MM0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0098.GEOID18 height accuracy estimate available here.
 MM0098
 MM0098.Click photographs - Photos may exist for this station.
 MM0098
 MM0098.The dynamic height is computed by dividing the NAVD 88
 MM0098.geopotential number by the normal gravity value computed on the
 MM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0098.degrees latitude (g = 980.6199 gals.).
 MM0098
 MM0098.The modeled gravity was interpolated from observed gravity values.
 MM0098
 MM0098;                    North         East    Units  Estimated Accuracy
 MM0098;SPC NE       -   145,510.      439,410.      MT  (+/- 180 meters Scaled)
 MM0098
 MM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL554559(NAD 83)
 MM0098
 MM0098                          SUPERSEDED SURVEY CONTROL
 MM0098
 MM0098  NAVD 88 (06/15/91)  852.275  (m)         2796.17   (f) SUPERSEDED  1 2
 MM0098  NGVD 29 (??/??/92)  851.932  (m)         2795.05   (f) ADJ UNCH    1 2
 MM0098
 MM0098.Superseded values are not recommended for survey control.
 MM0098
 MM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0098.See file dsdata.pdf to determine how the superseded data were derived.
 MM0098
 MM0098_MARKER: DB = BENCH MARK DISK
 MM0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MM0098_SP_SET: BRIDGE
 MM0098_STAMPING: G 7 1933
 MM0098_MARK LOGO: CGS
 MM0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0098
 MM0098  HISTORY     - Date     Condition        Report By
 MM0098  HISTORY     - 1933     MONUMENTED       CGS
 MM0098  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0098
 MM0098                          STATION DESCRIPTION
 MM0098
 MM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0098'2 MI E FROM NORTH PLATTE.
 MM0098'2.0 MILES EAST OF NORTH PLATTE, BY RAIL.  THE R/W OF THE UNION
 MM0098'PACIFIC RAILROAD, IN THE SOUTH END OF THE EAST ABUTMENT OF A
 MM0098'40 SPAN PLATE GIRDER DECK BRIDGE ACROSS THE NORTH PLATTE RIVER,
 MM0098'ONE POLE WEST OF MILEPOST 282, 7.2 FT SOUTH OF THE SOUTH RAIL
 MM0098'OF THE SOUTH MAINLINE, AND 20.2 FT SOUTH OF THE SOUTH RAIL OF
 MM0098'THE NORTH MAINLINE.  TABLET IS STAMPED G-7, 1933.
 MM0098
 MM0098                          STATION RECOVERY (1970)
 MM0098
 MM0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0099 ***********************************************************************
 MM0099  DESIGNATION -  G 7 RESET
 MM0099  PID         -  MM0099
 MM0099  STATE/COUNTY-  NE/LINCOLN
 MM0099  COUNTRY     -  US
 MM0099  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0099
 MM0099                         *CURRENT SURVEY CONTROL
 MM0099  ______________________________________________________________________
 MM0099* NAD 83(1986) POSITION- 41 08 30.     (N) 100 43 19.     (W)   SCALED
 MM0099* NAVD 88 ORTHO HEIGHT -   852.91  (meters)     2798.3   (feet) RESET
 MM0099  ______________________________________________________________________
 MM0099  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 MM0099  VERT ORDER      -  THIRD
 MM0099
 MM0099.The horizontal coordinates were scaled from a map and have
 MM0099.an estimated accuracy of +/- 6 seconds.
 MM0099
 MM0099.The orthometric height was computed from unverified reset data.
 MM0099
 MM0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0099.GEOID18 height accuracy estimate available here.
 MM0099
 MM0099.Click photographs - Photos may exist for this station.
 MM0099
 MM0099;                    North         East    Units  Estimated Accuracy
 MM0099;SPC NE       -   145,510.      439,410.      MT  (+/- 180 meters Scaled)
 MM0099
 MM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL554559(NAD 83)
 MM0099
 MM0099                          SUPERSEDED SURVEY CONTROL
 MM0099
 MM0099.No superseded survey control is available for this station.
 MM0099
 MM0099_MARKER: DB = BENCH MARK DISK
 MM0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0099_SP_SET: SMALL BRIDGE ABUTMENT
 MM0099_STAMPING: G 7 RESET 1961
 MM0099_MARK LOGO: CGS
 MM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0099+STABILITY: SURFACE MOTION
 MM0099
 MM0099  HISTORY     - Date     Condition        Report By
 MM0099  HISTORY     - 1961     MONUMENTED       CGS
 MM0099  HISTORY     - 1986     POOR             NGS
 MM0099
 MM0099                          STATION DESCRIPTION
 MM0099
 MM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MM0099'2 MI E FROM NORTH PLATTE.
 MM0099'THIS MARK IS LOCATED ABOUT 2.0 MILES EAST ALONG THE UNION
 MM0099'PACIFIC RAILROAD FROM NORTH PLATTE, ABOUT 1 POLE WEST OF MILE
 MM0099'POST 282, AT THE DECK GIRDER BRIDGE OVER NORTH PLATTE RIVER,
 MM0099'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, AND
 MM0099'7 FT SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK.
 MM0099
 MM0099                          STATION RECOVERY (1986)
 MM0099
 MM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0099'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0099'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0005 ***********************************************************************
 ML0005  DESIGNATION -  G 70
 ML0005  PID         -  ML0005
 ML0005  STATE/COUNTY-  NE/ANTELOPE
 ML0005  COUNTRY     -  US
 ML0005  USGS QUAD   -  ELGIN NW (2017)
 ML0005
 ML0005                         *CURRENT SURVEY CONTROL
 ML0005  ______________________________________________________________________
 ML0005* NAD 83(1986) POSITION- 41 59 15.     (N) 098 12 06.     (W)   SCALED
 ML0005* NAVD 88 ORTHO HEIGHT -   598.547 (meters)     1963.73  (feet) ADJUSTED
 ML0005  ______________________________________________________________________
 ML0005  GEOID HEIGHT    -        -24.476 (meters)                     GEOID18
 ML0005  DYNAMIC HEIGHT  -        598.285 (meters)     1962.87  (feet) COMP
 ML0005  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 ML0005
 ML0005  VERT ORDER      -  SECOND    CLASS 0
 ML0005
 ML0005.The horizontal coordinates were scaled from a map and have
 ML0005.an estimated accuracy of +/- 6 seconds.
 ML0005
 ML0005.The orthometric height was determined by differential leveling and
 ML0005.adjusted by the NATIONAL GEODETIC SURVEY
 ML0005.in June 1991.
 ML0005
 ML0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0005.GEOID18 height accuracy estimate available here.
 ML0005
 ML0005.Click photographs - Photos may exist for this station.
 ML0005
 ML0005.The dynamic height is computed by dividing the NAVD 88
 ML0005.geopotential number by the normal gravity value computed on the
 ML0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0005.degrees latitude (g = 980.6199 gals.).
 ML0005
 ML0005.The modeled gravity was interpolated from observed gravity values.
 ML0005
 ML0005;                    North         East    Units  Estimated Accuracy
 ML0005;SPC NE       -   240,720.      648,970.      MT  (+/- 180 meters Scaled)
 ML0005
 ML0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM661486(NAD 83)
 ML0005
 ML0005                          SUPERSEDED SURVEY CONTROL
 ML0005
 ML0005  NGVD 29 (??/??/92)  598.299  (m)         1962.92   (f) ADJ UNCH    2 0
 ML0005
 ML0005.Superseded values are not recommended for survey control.
 ML0005
 ML0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0005.See file dsdata.pdf to determine how the superseded data were derived.
 ML0005
 ML0005_MARKER: DB = BENCH MARK DISK
 ML0005_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0005_STAMPING: G 70 1935
 ML0005_MARK LOGO: CGS
 ML0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0005
 ML0005  HISTORY     - Date     Condition        Report By
 ML0005  HISTORY     - 1935     MONUMENTED       CGS
 ML0005  HISTORY     - 1938     GOOD             CGS
 ML0005  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0005
 ML0005                          STATION DESCRIPTION
 ML0005
 ML0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0005'5.9 MI W FROM ELGIN.
 ML0005'5.9 MILES WEST OF THE POST OFFICE AT ELGIN (BOONE COUNTY), ALONG
 ML0005'STATE HIGHWAY NO. 53 BETWEEN ELGIN AND PARK CENTER, 0.2 OF A
 ML0005'MILE EAST OF THE ENTRANCE TO E. NELSONS FARM, 350 FEET WEST OF
 ML0005'A NORTH-SOUTH FENCE, 51.4 FEET NORTH OF THE CENTER OF THE
 ML0005'HIGHWAY, 4.2 FEET SOUTH OF THE RIGHT OF WAY FENCE THE SAME
 ML0005'ELEVATION AS THE ROAD.  A STANDARD DISK SET HORIZONTAL IN A
 ML0005'PRECAST CONCRETE POST.
 ML0005
 ML0005                          STATION RECOVERY (1962)
 ML0005
 ML0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0006 ***********************************************************************
 ML0006  CBN         -  This is a Cooperative Base Network Control Station.
 ML0006  DESIGNATION -  G 70 RESET
 ML0006  PID         -  ML0006
 ML0006  STATE/COUNTY-  NE/ANTELOPE
 ML0006  COUNTRY     -  US
 ML0006  USGS QUAD   -  ELGIN NW (2017)
 ML0006
 ML0006                         *CURRENT SURVEY CONTROL
 ML0006  ______________________________________________________________________
 ML0006* NAD 83(2011) POSITION- 41 59 16.37986(N) 098 12 04.48359(W)   ADJUSTED
 ML0006* NAD 83(2011) ELLIP HT-   573.636 (meters)        (06/27/12)   ADJUSTED
 ML0006* NAD 83(2011) EPOCH   -  2010.00
 ML0006* NAVD 88 ORTHO HEIGHT -   598.0   (meters)     1962.    (feet) GPS OBS
 ML0006  ______________________________________________________________________
 ML0006  NAVD 88 orthometric height was determined with geoid model    GEOID99
 ML0006  GEOID HEIGHT    -        -24.376 (meters)                     GEOID99
 ML0006  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 ML0006  NAD 83(2011) X  -   -677,350.802 (meters)                     COMP
 ML0006  NAD 83(2011) Y  - -4,699,765.273 (meters)                     COMP
 ML0006  NAD 83(2011) Z  -  4,244,987.333 (meters)                     COMP
 ML0006  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 ML0006
 ML0006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0006  Standards:
 ML0006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0006  -------------------------------------------------------------------
 ML0006  NETWORK    0.53   1.35           0.25   0.17   0.69     -0.01242430
 ML0006  -------------------------------------------------------------------
 ML0006  Click here for local accuracies and other accuracy information.
 ML0006
 ML0006.The horizontal coordinates were established by GPS observations
 ML0006.and adjusted by the National Geodetic Survey in June 2012.
 ML0006
 ML0006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0006.been affixed to the stable North American tectonic plate. See 
 ML0006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0006
 ML0006.The horizontal coordinates are valid at the epoch date displayed above
 ML0006.which is a decimal equivalence of Year/Month/Day.
 ML0006
 ML0006.The orthometric height was determined by GPS observations and a
 ML0006.high-resolution geoid model.
 ML0006
 ML0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0006.GEOID18 height accuracy estimate available here.
 ML0006
 ML0006.Click photographs - Photos may exist for this station.
 ML0006
 ML0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0006
 ML0006.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0006
 ML0006.The ellipsoidal height was determined by GPS observations
 ML0006.and is referenced to NAD 83.
 ML0006
 ML0006. The following values were computed from the NAD 83(2011) position.
 ML0006
 ML0006;                    North         East     Units Scale Factor Converg.
 ML0006;SPC NE       -   240,762.577   649,000.082   MT  0.99969393   +1 11 31.3
 ML0006;SPC NE       -   789,901.89  2,129,261.10   sFT  0.99969393   +1 11 31.3
 ML0006;UTM  14      - 4,648,739.457   566,163.730   MT  0.99965387   +0 32 03.7
 ML0006
 ML0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0006!SPC NE       -   0.99991004  x   0.99969393  =   0.99960400
 ML0006!UTM  14      -   0.99991004  x   0.99965387  =   0.99956394
 ML0006
 ML0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6616348739(NAD 83)
 ML0006
 ML0006                          SUPERSEDED SURVEY CONTROL
 ML0006
 ML0006  NAD 83(2007)-  41 59 16.37983(N)    098 12 04.48432(W) AD(2002.00) 0
 ML0006  ELLIP H (02/10/07)  573.663  (m)                       GP(2002.00)    
 ML0006  ELLIP H (07/10/01)  573.609  (m)                       GP(       ) 4 1
 ML0006  NAD 83(1995)-  41 59 16.37957(N)    098 12 04.48409(W) AD(       ) B
 ML0006  ELLIP H (06/25/96)  573.711  (m)                       GP(       ) 1 1
 ML0006  NAVD 88             598.15   (m)         1962.4    (f) LEVELING    3  
 ML0006  NGVD 29 (??/??/??)  597.92   (m)         1961.7    (f) RESET       3  
 ML0006
 ML0006.Superseded values are not recommended for survey control.
 ML0006
 ML0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0006.See file dsdata.pdf to determine how the superseded data were derived.
 ML0006
 ML0006_MARKER: DB = BENCH MARK DISK
 ML0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0006_STAMPING: G 70 1935 RESET 1961
 ML0006_MARK LOGO: CGS
 ML0006_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0006+STABILITY: SURFACE MOTION
 ML0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0006+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2013
 ML0006
 ML0006  HISTORY     - Date     Condition        Report By
 ML0006  HISTORY     - 1961     MONUMENTED       CGS
 ML0006  HISTORY     - 19950615 GOOD             NGS
 ML0006  HISTORY     - 20000605 GOOD             NEDR
 ML0006  HISTORY     - 20100819 GOOD             JEOCON
 ML0006  HISTORY     - 20130429 GOOD             JEOCON
 ML0006  HISTORY     - 20150209 GOOD             JEOCON
 ML0006
 ML0006                          STATION DESCRIPTION
 ML0006
 ML0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0006'5.9 MI W FROM ELGIN.
 ML0006'5.9 MILES WEST ALONG STATE HIGHWAY NO. 70 FROM THE POST OFFICE
 ML0006'AT ELGIN, 0.2 MILES EAST OF THE E. NELSON FARM ENTRANCE, 320 FEET
 ML0006'WEST OF A NORTH AND SOUTH FENCE, 82 FEET NORTH OF THE CENTERLINE
 ML0006'OF THE HIGHWAY, UNDER THE RIGHT-OF-WAY FENCE, AND SET IN THE
 ML0006'TOP OF A CONCRETE POST.
 ML0006
 ML0006                          STATION RECOVERY (1995)
 ML0006
 ML0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0006'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF ELGIN, 5 MI (8.0 KM)
 ML0006'EAST OF THE WHEELER-ANTELOPE COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF
 ML0006'STATE HIGHWAY 70 AND ABOUT 300 FT (91.4 M) WEST OF THE SE CORNER,
 ML0006'SEC2, T23N, R8W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 ML0006'HIGHWAYS 14 AND 70 IN ELGIN, GO WEST ON HIGHWAY 70 FOR 6.0 MI (9.7 KM)
 ML0006'TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.05 MI
 ML0006'(0.08 KM) TO THE MARK ON THE RIGHT, JUST EAST OF A SMALL RISE.  THE
 ML0006'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED
 ML0006'ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND SURFACE.  IT IS 305.0 FT (93.0
 ML0006'M) WEST OF A T-FENCE LEADING NORTH AND THE EXTENDED CENTERLINE OF THE
 ML0006'COUNTY ROAD LEADING SOUTH, 85.2 FT (26.0 M) EAST-SOUTHEAST OF A
 ML0006'CENTER, BRACED, FENCE POST AT A RIGHT-OF-WAY MARKER, 82.5 FT (25.1 M)
 ML0006'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.3 FT (1.0 M) EAST OF A
 ML0006'CARSONITE WITNESS POST, 1.7 FT (0.5 M) WEST OF A PLASTIC WITNESS POST,
 ML0006'0.5 FT (15.2 CM) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND ABOUT THE
 ML0006'SAME ELEVATION AS THE HIGHWAY. REBAR WAS DRIVEN ALONG THE SOUTH SIDE
 ML0006'OF THE MARK.
 ML0006
 ML0006                          STATION RECOVERY (2000)
 ML0006
 ML0006'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML0006'RECOVERED AS DESCRIBED.
 ML0006
 ML0006                          STATION RECOVERY (2010)
 ML0006
 ML0006'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0006'RECOVERED IN GOOD CONDITION.
 ML0006
 ML0006                          STATION RECOVERY (2013)
 ML0006
 ML0006'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 ML0006'RECOVERED IN GOOD CONDITION.
 ML0006
 ML0006                          STATION RECOVERY (2015)
 ML0006
 ML0006'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 ML0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0530 ***********************************************************************
 ML0530  DESIGNATION -  G 71
 ML0530  PID         -  ML0530
 ML0530  STATE/COUNTY-  NE/GARFIELD
 ML0530  COUNTRY     -  US
 ML0530  USGS QUAD   -  GABLES SW (2017)
 ML0530
 ML0530                         *CURRENT SURVEY CONTROL
 ML0530  ______________________________________________________________________
 ML0530* NAD 83(1986) POSITION- 41 46 36.     (N) 098 59 27.     (W)   SCALED
 ML0530* NAVD 88 ORTHO HEIGHT -   707.226 (meters)     2320.29  (feet) ADJUSTED
 ML0530  ______________________________________________________________________
 ML0530  GEOID HEIGHT    -        -23.805 (meters)                     GEOID18
 ML0530  DYNAMIC HEIGHT  -        706.877 (meters)     2319.15  (feet) COMP
 ML0530  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 ML0530
 ML0530  VERT ORDER      -  SECOND    CLASS 0
 ML0530
 ML0530.The horizontal coordinates were scaled from a map and have
 ML0530.an estimated accuracy of +/- 6 seconds.
 ML0530
 ML0530.The orthometric height was determined by differential leveling and
 ML0530.adjusted by the NATIONAL GEODETIC SURVEY
 ML0530.in June 1991.
 ML0530
 ML0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0530.GEOID18 height accuracy estimate available here.
 ML0530
 ML0530.Click photographs - Photos may exist for this station.
 ML0530
 ML0530.The dynamic height is computed by dividing the NAVD 88
 ML0530.geopotential number by the normal gravity value computed on the
 ML0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0530.degrees latitude (g = 980.6199 gals.).
 ML0530
 ML0530.The modeled gravity was interpolated from observed gravity values.
 ML0530
 ML0530;                    North         East    Units  Estimated Accuracy
 ML0530;SPC NE       -   216,250.      583,870.      MT  (+/- 180 meters Scaled)
 ML0530
 ML0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM007249(NAD 83)
 ML0530
 ML0530                          SUPERSEDED SURVEY CONTROL
 ML0530
 ML0530  NGVD 29 (??/??/92)  706.958  (m)         2319.41   (f) ADJ UNCH    2 0
 ML0530
 ML0530.Superseded values are not recommended for survey control.
 ML0530
 ML0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0530.See file dsdata.pdf to determine how the superseded data were derived.
 ML0530
 ML0530_MARKER: DB = BENCH MARK DISK
 ML0530_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0530_STAMPING: G 71 1935
 ML0530_MARK LOGO: CGS
 ML0530_PROJECTION: RECESSED 20 CENTIMETERS
 ML0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0530
 ML0530  HISTORY     - Date     Condition        Report By
 ML0530  HISTORY     - 1935     MONUMENTED       CGS
 ML0530  HISTORY     - 1938     GOOD             CGS
 ML0530  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0530
 ML0530                          STATION DESCRIPTION
 ML0530
 ML0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0530'7.8 MI E FROM BURWELL.
 ML0530'7.8 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0530'NO. 53 BETWEEN BURWELL AND BARTLETT, AT A POINT WHERE A CROSS-ROAD
 ML0530'RUNNING NORTH AND SOUTH CROSSES THE HIGHWAY DIAGONALLY, 560 FEET
 ML0530'SOUTH OF THE CENTER OF THE HIGHWAY, 85.7 FEET NORTH OF AN
 ML0530'EAST-WEST FENCE, 35 FEET EAST OF THE CENTER OF THE CROSS-ROAD,
 ML0530'3.2 FEET EAST OF THE RIGHT OF WAY FENCE, 3.5 FEET EAST OF A
 ML0530'TELEPHONE POLE LINE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 ML0530'CONCRETE POST.  NOTE-- THIS MARK WAS COVERED WITH 8 INCHES OF
 ML0530'SOIL.
 ML0530
 ML0530                          STATION RECOVERY (1954)
 ML0530
 ML0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0872 ***********************************************************************
 ML0872  DESIGNATION -  G 72
 ML0872  PID         -  ML0872
 ML0872  STATE/COUNTY-  NE/LOUP
 ML0872  COUNTRY     -  US
 ML0872  USGS QUAD   -  ALMERIA NW (2017)
 ML0872
 ML0872                         *CURRENT SURVEY CONTROL
 ML0872  ______________________________________________________________________
 ML0872* NAD 83(1986) POSITION- 41 55 44.     (N) 099 39 17.     (W)   SCALED
 ML0872* NAVD 88 ORTHO HEIGHT -   736.518 (meters)     2416.39  (feet) ADJUSTED
 ML0872  ______________________________________________________________________
 ML0872  GEOID HEIGHT    -        -22.663 (meters)                     GEOID18
 ML0872  DYNAMIC HEIGHT  -        736.170 (meters)     2415.25  (feet) COMP
 ML0872  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 ML0872
 ML0872  VERT ORDER      -  SECOND    CLASS 0
 ML0872
 ML0872.The horizontal coordinates were scaled from a map and have
 ML0872.an estimated accuracy of +/- 6 seconds.
 ML0872
 ML0872.The orthometric height was determined by differential leveling and
 ML0872.adjusted by the NATIONAL GEODETIC SURVEY
 ML0872.in June 1991.
 ML0872
 ML0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0872.GEOID18 height accuracy estimate available here.
 ML0872
 ML0872.Click photographs - Photos may exist for this station.
 ML0872
 ML0872.The dynamic height is computed by dividing the NAVD 88
 ML0872.geopotential number by the normal gravity value computed on the
 ML0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0872.degrees latitude (g = 980.6199 gals.).
 ML0872
 ML0872.The modeled gravity was interpolated from observed gravity values.
 ML0872
 ML0872;                    North         East    Units  Estimated Accuracy
 ML0872;SPC NE       -   232,720.      528,630.      MT  (+/- 180 meters Scaled)
 ML0872
 ML0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM457420(NAD 83)
 ML0872
 ML0872                          SUPERSEDED SURVEY CONTROL
 ML0872
 ML0872  NGVD 29 (??/??/92)  736.251  (m)         2415.52   (f) ADJ UNCH    2 0
 ML0872
 ML0872.Superseded values are not recommended for survey control.
 ML0872
 ML0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0872.See file dsdata.pdf to determine how the superseded data were derived.
 ML0872
 ML0872_MARKER: DB = BENCH MARK DISK
 ML0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0872_STAMPING: G 72 1935
 ML0872_MARK LOGO: CGS
 ML0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0872+STABILITY: SURFACE MOTION
 ML0872
 ML0872  HISTORY     - Date     Condition        Report By
 ML0872  HISTORY     - 1935     MONUMENTED       CGS
 ML0872
 ML0872                          STATION DESCRIPTION
 ML0872
 ML0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0872'12 MI E FROM BREWSTER.
 ML0872'12.0 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0872'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, ON A SMALL KNOLE AT THE
 ML0872'NORTHEAST EDGE OF A SMALL WOODS, 31.5 FEET SOUTH OF THE CENTER
 ML0872'LINE OF ROAD, AND 1.0 FOOT NORTH OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0088 ***********************************************************************
 NO0088  DESIGNATION -  G 73
 NO0088  PID         -  NO0088
 NO0088  STATE/COUNTY-  NE/CHERRY
 NO0088  COUNTRY     -  US
 NO0088  USGS QUAD   -  BIG LAKE (2017)
 NO0088
 NO0088                         *CURRENT SURVEY CONTROL
 NO0088  ______________________________________________________________________
 NO0088* NAD 83(1986) POSITION- 42 27 00.     (N) 100 36 34.     (W)   SCALED
 NO0088* NAVD 88 ORTHO HEIGHT -   901.148 (meters)     2956.52  (feet) ADJUSTED
 NO0088  ______________________________________________________________________
 NO0088  GEOID HEIGHT    -        -21.460 (meters)                     GEOID18
 NO0088  DYNAMIC HEIGHT  -        900.719 (meters)     2955.11  (feet) COMP
 NO0088  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 NO0088
 NO0088  VERT ORDER      -  SECOND    CLASS 0
 NO0088
 NO0088.The horizontal coordinates were scaled from a map and have
 NO0088.an estimated accuracy of +/- 6 seconds.
 NO0088
 NO0088.The orthometric height was determined by differential leveling and
 NO0088.adjusted by the NATIONAL GEODETIC SURVEY
 NO0088.in June 1991.
 NO0088
 NO0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0088.GEOID18 height accuracy estimate available here.
 NO0088
 NO0088.Click photographs - Photos may exist for this station.
 NO0088
 NO0088.The dynamic height is computed by dividing the NAVD 88
 NO0088.geopotential number by the normal gravity value computed on the
 NO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0088.degrees latitude (g = 980.6199 gals.).
 NO0088
 NO0088.The modeled gravity was interpolated from observed gravity values.
 NO0088
 NO0088;                    North         East    Units  Estimated Accuracy
 NO0088;SPC NE       -   290,710.      449,880.      MT  (+/- 180 meters Scaled)
 NO0088
 NO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN676009(NAD 83)
 NO0088
 NO0088                          SUPERSEDED SURVEY CONTROL
 NO0088
 NO0088  NGVD 29 (??/??/92)  900.830  (m)         2955.47   (f) ADJ UNCH    2 0
 NO0088
 NO0088.Superseded values are not recommended for survey control.
 NO0088
 NO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0088.See file dsdata.pdf to determine how the superseded data were derived.
 NO0088
 NO0088_MARKER: DB = BENCH MARK DISK
 NO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0088_STAMPING: G 73 1934
 NO0088_MARK LOGO: CGS
 NO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0088+STABILITY: SURFACE MOTION
 NO0088
 NO0088  HISTORY     - Date     Condition        Report By
 NO0088  HISTORY     - 1934     MONUMENTED       CGS
 NO0088  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0088
 NO0088                          STATION DESCRIPTION
 NO0088
 NO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0088'16 MI N FROM BROWNLEE.
 NO0088'ABOUT 16.0 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0088'AT BROWNLEE, CHERRY COUNTY, AT THE WEST EDGE OF A DRY LAKE, 14
 NO0088'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH
 NO0088'OF THE FENCE.  A STANDARD DISK, STAMPED G 73 1934 AND SET IN THE
 NO0088'TOP OF A CONCRETE POST.
 NO0088
 NO0088                          STATION RECOVERY (1984)
 NO0088
 NO0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0089 ***********************************************************************
 NP0089  DESIGNATION -  G 75
 NP0089  PID         -  NP0089
 NP0089  STATE/COUNTY-  NE/SHERIDAN
 NP0089  COUNTRY     -  US
 NP0089  USGS QUAD   -  BILLYS LAKE (2017)
 NP0089
 NP0089                         *CURRENT SURVEY CONTROL
 NP0089  ______________________________________________________________________
 NP0089* NAD 83(1986) POSITION- 42 24 53.     (N) 102 06 51.     (W)   SCALED
 NP0089* NAVD 88 ORTHO HEIGHT -  1170.108 (meters)     3838.93  (feet) ADJUSTED
 NP0089  ______________________________________________________________________
 NP0089  GEOID HEIGHT    -        -18.507 (meters)                     GEOID18
 NP0089  DYNAMIC HEIGHT  -       1169.495 (meters)     3836.92  (feet) COMP
 NP0089  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 NP0089
 NP0089  VERT ORDER      -  SECOND    CLASS 0
 NP0089
 NP0089.The horizontal coordinates were scaled from a map and have
 NP0089.an estimated accuracy of +/- 6 seconds.
 NP0089
 NP0089.The orthometric height was determined by differential leveling and
 NP0089.adjusted by the NATIONAL GEODETIC SURVEY
 NP0089.in June 1991.
 NP0089
 NP0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0089.GEOID18 height accuracy estimate available here.
 NP0089
 NP0089.Click photographs - Photos may exist for this station.
 NP0089
 NP0089.The dynamic height is computed by dividing the NAVD 88
 NP0089.geopotential number by the normal gravity value computed on the
 NP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0089.degrees latitude (g = 980.6199 gals.).
 NP0089
 NP0089.The modeled gravity was interpolated from observed gravity values.
 NP0089
 NP0089;                    North         East    Units  Estimated Accuracy
 NP0089;SPC NE       -   288,740.      326,040.      MT  (+/- 180 meters Scaled)
 NP0089
 NP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG374998(NAD 83)
 NP0089
 NP0089                          SUPERSEDED SURVEY CONTROL
 NP0089
 NP0089  NGVD 29 (??/??/92) 1169.588  (m)         3837.22   (f) ADJ UNCH    2 0
 NP0089
 NP0089.Superseded values are not recommended for survey control.
 NP0089
 NP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0089.See file dsdata.pdf to determine how the superseded data were derived.
 NP0089
 NP0089_MARKER: DB = BENCH MARK DISK
 NP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0089_STAMPING: G 75 1934
 NP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0089+STABILITY: SURFACE MOTION
 NP0089
 NP0089  HISTORY     - Date     Condition        Report By
 NP0089  HISTORY     - 1934     MONUMENTED       CGS
 NP0089  HISTORY     - 1948     MARK NOT FOUND   CGS
 NP0089
 NP0089                          STATION DESCRIPTION
 NP0089
 NP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NP0089'32.8 MI N FROM ELLSWORTH.
 NP0089'32.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0089'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0089'COUNTY, 4.0 MILES SOUTH OF THE SPRING LAKE RANCH, 30-1/2 FEET
 NP0089'EAST OF THE CENTER OF AN AUTO GATE, AND 3-1/2 FEET SOUTH OF A
 NP0089'FENCE.  A STANDARD DISK, STAMPED G 75 1934 AND SET IN THE TOP
 NP0089'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0225 ***********************************************************************
 MN0225  DESIGNATION -  G 76
 MN0225  PID         -  MN0225
 MN0225  STATE/COUNTY-  NE/KIMBALL
 MN0225  COUNTRY     -  US
 MN0225  USGS QUAD   -  OLIVER RESERVOIR (2017)
 MN0225
 MN0225                         *CURRENT SURVEY CONTROL
 MN0225  ______________________________________________________________________
 MN0225* NAD 83(1986) POSITION- 41 13 50.     (N) 103 48 56.     (W)   SCALED
 MN0225* NAVD 88 ORTHO HEIGHT -  1467.406 (meters)     4814.31  (feet) ADJUSTED
 MN0225  ______________________________________________________________________
 MN0225  GEOID HEIGHT    -        -18.520 (meters)                     GEOID18
 MN0225  DYNAMIC HEIGHT  -       1466.305 (meters)     4810.70  (feet) COMP
 MN0225  MODELED GRAVITY -    979,822.3   (mgal)                       NAVD 88
 MN0225
 MN0225  VERT ORDER      -  SECOND    CLASS 0
 MN0225
 MN0225.The horizontal coordinates were scaled from a map and have
 MN0225.an estimated accuracy of +/- 6 seconds.
 MN0225
 MN0225.The orthometric height was determined by differential leveling and
 MN0225.adjusted by the NATIONAL GEODETIC SURVEY
 MN0225.in June 1991.
 MN0225
 MN0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0225.GEOID18 height accuracy estimate available here.
 MN0225
 MN0225.Click photographs - Photos may exist for this station.
 MN0225
 MN0225.The dynamic height is computed by dividing the NAVD 88
 MN0225.geopotential number by the normal gravity value computed on the
 MN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0225.degrees latitude (g = 980.6199 gals.).
 MN0225
 MN0225.The modeled gravity was interpolated from observed gravity values.
 MN0225
 MN0225;                    North         East    Units  Estimated Accuracy
 MN0225;SPC NE       -   162,180.      180,310.      MT  (+/- 180 meters Scaled)
 MN0225
 MN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF992650(NAD 83)
 MN0225
 MN0225                          SUPERSEDED SURVEY CONTROL
 MN0225
 MN0225  NGVD 29 (??/??/92) 1466.672  (m)         4811.91   (f) ADJ UNCH    2 0
 MN0225
 MN0225.Superseded values are not recommended for survey control.
 MN0225
 MN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0225.See file dsdata.pdf to determine how the superseded data were derived.
 MN0225
 MN0225_MARKER: DB = BENCH MARK DISK
 MN0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0225_STAMPING: G 76 1934
 MN0225_MARK LOGO: CGS
 MN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0225+STABILITY: SURFACE MOTION
 MN0225
 MN0225  HISTORY     - Date     Condition        Report By
 MN0225  HISTORY     - 1934     MONUMENTED       CGS
 MN0225  HISTORY     - 1941     GOOD             CGS
 MN0225
 MN0225                          STATION DESCRIPTION
 MN0225
 MN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0225'4 MI E FROM BUSHNELL.
 MN0225'4.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0225'AT BUSHNELL, KIMBALL COUNTY, 14 POLES EAST OF MILEPOST 453, 1
 MN0225'POLE EAST OF A DOUBLE POLE, 66.5 FEET SOUTH OF THE SOUTH RAIL,
 MN0225'32.8 FEET EAST OF A FENCE, 20 FEET EAST OF A POLE, AND ABOUT 3
 MN0225'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 76 1934
 MN0225'AND SET IN THE TOP OF A CONCRETE POST.
 MN0225
 MN0225                          STATION RECOVERY (1941)
 MN0225
 MN0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0695 ***********************************************************************
 MJ0695  DESIGNATION -  G 78
 MJ0695  PID         -  MJ0695
 MJ0695  STATE/COUNTY-  NE/SARPY
 MJ0695  COUNTRY     -  US
 MJ0695  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0695
 MJ0695                         *CURRENT SURVEY CONTROL
 MJ0695  ______________________________________________________________________
 MJ0695* NAD 83(1986) POSITION- 41 08 53.     (N) 095 56 15.     (W)   SCALED
 MJ0695* NAVD 88 ORTHO HEIGHT -   301.915 (meters)      990.53  (feet) ADJUSTED
 MJ0695  ______________________________________________________________________
 MJ0695  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 MJ0695  DYNAMIC HEIGHT  -        301.791 (meters)      990.13  (feet) COMP
 MJ0695  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 MJ0695
 MJ0695  VERT ORDER      -  SECOND    CLASS 0
 MJ0695
 MJ0695.The horizontal coordinates were scaled from a map and have
 MJ0695.an estimated accuracy of +/- 6 seconds.
 MJ0695
 MJ0695.The orthometric height was determined by differential leveling and
 MJ0695.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0695.in June 1991.
 MJ0695
 MJ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0695.GEOID18 height accuracy estimate available here.
 MJ0695
 MJ0695.Click photographs - Photos may exist for this station.
 MJ0695
 MJ0695.The dynamic height is computed by dividing the NAVD 88
 MJ0695.geopotential number by the normal gravity value computed on the
 MJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0695.degrees latitude (g = 980.6199 gals.).
 MJ0695
 MJ0695.The modeled gravity was interpolated from observed gravity values.
 MJ0695
 MJ0695;                    North         East    Units  Estimated Accuracy
 MJ0695;SPC NE       -   153,980.      840,800.      MT  (+/- 180 meters Scaled)
 MJ0695
 MJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534593(NAD 83)
 MJ0695
 MJ0695                          SUPERSEDED SURVEY CONTROL
 MJ0695
 MJ0695  NGVD 29 (??/??/92)  301.812  (m)          990.19   (f) ADJ UNCH    2 0
 MJ0695
 MJ0695.Superseded values are not recommended for survey control.
 MJ0695
 MJ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0695.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0695
 MJ0695_MARKER: DB = BENCH MARK DISK
 MJ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0695_STAMPING: G 78 1934
 MJ0695_MARK LOGO: CGS
 MJ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0695+STABILITY: SURFACE MOTION
 MJ0695
 MJ0695  HISTORY     - Date     Condition        Report By
 MJ0695  HISTORY     - 1934     MONUMENTED       CGS
 MJ0695  HISTORY     - 1950     GOOD             CGS
 MJ0695  HISTORY     - 1976     POOR             NGS
 MJ0695
 MJ0695                          STATION DESCRIPTION
 MJ0695
 MJ0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0695'0.6 MI E FROM GILMORE.
 MJ0695'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0695'AT GILMORE, AT AN ABANDONED ROAD CROSSING, AT THE WEST END OF A
 MJ0695'CUT, 50 YARDS SOUTHWEST OF RAILROAD TRESTLE 11.81, 51 FEET SOUTH
 MJ0695'OF A SIGN READING AVERY ONE MILE, 44 FEET NORTH OF THE MOST
 MJ0695'EASTERLY ONE OF TWO BRACED POWER POLES, 46 FEET SOUTHEAST OF THE
 MJ0695'SOUTHEAST RAIL, 11 FEET EAST OF A TELEPHONE POLE, 2.8 FEET
 MJ0695'NORTHWEST OF THE RIGHT OF WAY FENCE, 1.2 FEET NORTHEAST OF A
 MJ0695'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0695'0.4 FOOT ABOVE THE GROUND.
 MJ0695
 MJ0695                          STATION RECOVERY (1976)
 MJ0695
 MJ0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0695'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1055 ***********************************************************************
 MJ1055  DESIGNATION -  G 78 RESET
 MJ1055  PID         -  MJ1055
 MJ1055  STATE/COUNTY-  NE/SARPY
 MJ1055  COUNTRY     -  US
 MJ1055  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1055
 MJ1055                         *CURRENT SURVEY CONTROL
 MJ1055  ______________________________________________________________________
 MJ1055* NAD 83(1986) POSITION- 41 08 53.     (N) 095 56 15.     (W)   SCALED
 MJ1055* NAVD 88 ORTHO HEIGHT -   302.20  (+/-2cm)      991.5   (feet) VERTCON
 MJ1055  ______________________________________________________________________
 MJ1055  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 MJ1055  VERT ORDER      -  THIRD (See Below)
 MJ1055
 MJ1055.The horizontal coordinates were scaled from a map and have
 MJ1055.an estimated accuracy of +/- 6 seconds.
 MJ1055
 MJ1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1055
 MJ1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1055.GEOID18 height accuracy estimate available here.
 MJ1055
 MJ1055.The vertical order pertains to the NGVD 29 superseded value.
 MJ1055
 MJ1055.Click photographs - Photos may exist for this station.
 MJ1055
 MJ1055;                    North         East    Units  Estimated Accuracy
 MJ1055;SPC NE       -   153,980.      840,800.      MT  (+/- 180 meters Scaled)
 MJ1055
 MJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534593(NAD 83)
 MJ1055
 MJ1055                          SUPERSEDED SURVEY CONTROL
 MJ1055
 MJ1055  NGVD 29 (01/31/13)  302.10   (m)          991.1    (f) RESET       3  
 MJ1055
 MJ1055.Superseded values are not recommended for survey control.
 MJ1055
 MJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1055.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1055
 MJ1055_MARKER: DB = BENCH MARK DISK
 MJ1055_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MJ1055+WITH SETTING: INTO GROUND
 MJ1055_STAMPING: G 78 RESET 1976
 MJ1055_PROJECTION: FLUSH
 MJ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1055+STABILITY: SURFACE MOTION
 MJ1055_ROD/PIPE-DEPTH: 1.22 meters
 MJ1055
 MJ1055  HISTORY     - Date     Condition        Report By
 MJ1055  HISTORY     - 1976     MONUMENTED       NGS
 MJ1055  HISTORY     - 20110823 MARK NOT FOUND   NEGS
 MJ1055
 MJ1055                          STATION DESCRIPTION
 MJ1055
 MJ1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MJ1055'0.6 MI EAST FROM GILMORE.
 MJ1055'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM GILMORE, 50 YARDS
 MJ1055'WEST OF THE RAILROAD TRESTLE 11.18, 29.4 FEET NORTH OF THE NORTH
 MJ1055'RAIL OF THE RAILROAD TRACK, 14.4 FEET EAST-NORTHEAST OF A METAL POST
 MJ1055'WITH SIGN 14 ATTACHED AND ON THE WEST EDGE OF OVERHEAD POWERLINES
 MJ1055'(DOUBLE POLES) GOING NORTHEAST-SOUTHWEST AND 0.45 MILE EAST OF A
 MJ1055'ROAD CROSSING.
 MJ1055'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 MJ1055'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 MJ1055
 MJ1055                          STATION RECOVERY (2011)
 MJ1055
 MJ1055'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MJ1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0215 ***********************************************************************
 MM0215  DESIGNATION -  G 8
 MM0215  PID         -  MM0215
 MM0215  STATE/COUNTY-  NE/KEITH
 MM0215  COUNTRY     -  US
 MM0215  USGS QUAD   -  KEYSTONE (2017)
 MM0215
 MM0215                         *CURRENT SURVEY CONTROL
 MM0215  ______________________________________________________________________
 MM0215* NAD 83(1986) POSITION- 41 07 45.     (N) 101 35 11.     (W)   SCALED
 MM0215* NAVD 88 ORTHO HEIGHT -   965.257 (meters)     3166.85  (feet) ADJUSTED
 MM0215  ______________________________________________________________________
 MM0215  GEOID HEIGHT    -        -21.163 (meters)                     GEOID18
 MM0215  DYNAMIC HEIGHT  -        964.664 (meters)     3164.90  (feet) COMP
 MM0215  MODELED GRAVITY -    979,976.6   (mgal)                       NAVD 88
 MM0215
 MM0215  VERT ORDER      -  FIRST     CLASS II
 MM0215
 MM0215.The horizontal coordinates were scaled from a map and have
 MM0215.an estimated accuracy of +/- 6 seconds.
 MM0215
 MM0215.The orthometric height was determined by differential leveling and
 MM0215.adjusted by the NATIONAL GEODETIC SURVEY
 MM0215.in June 1991.
 MM0215
 MM0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0215.GEOID18 height accuracy estimate available here.
 MM0215
 MM0215.Click photographs - Photos may exist for this station.
 MM0215
 MM0215.The dynamic height is computed by dividing the NAVD 88
 MM0215.geopotential number by the normal gravity value computed on the
 MM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0215.degrees latitude (g = 980.6199 gals.).
 MM0215
 MM0215.The modeled gravity was interpolated from observed gravity values.
 MM0215
 MM0215;                    North         East    Units  Estimated Accuracy
 MM0215;SPC NE       -   145,090.      366,840.      MT  (+/- 180 meters Scaled)
 MM0215
 MM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL828563(NAD 83)
 MM0215
 MM0215                          SUPERSEDED SURVEY CONTROL
 MM0215
 MM0215  NGVD 29 (02/14/92)  964.836  (m)         3165.47   (f) ADJUSTED    1 2
 MM0215  NGVD 29 (??/??/87)  964.847  (m)         3165.50   (f) SUPERSEDED  1 2
 MM0215
 MM0215.Superseded values are not recommended for survey control.
 MM0215
 MM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0215.See file dsdata.pdf to determine how the superseded data were derived.
 MM0215
 MM0215_MARKER: DB = BENCH MARK DISK
 MM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0215_STAMPING: G 8 1933 3165.502
 MM0215_MARK LOGO: CGS
 MM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0215+STABILITY: SURFACE MOTION
 MM0215
 MM0215  HISTORY     - Date     Condition        Report By
 MM0215  HISTORY     - 1933     MONUMENTED       CGS
 MM0215  HISTORY     - 1941     GOOD             CGS
 MM0215  HISTORY     - 1981     GOOD             NEDR
 MM0215  HISTORY     - 1985     GOOD             DMA
 MM0215  HISTORY     - 1986     GOOD             NGS
 MM0215  HISTORY     - 19980710 GOOD             USPSQD
 MM0215
 MM0215                          STATION DESCRIPTION
 MM0215
 MM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0215'7.1 MI E FROM OGALLALA.
 MM0215'ABOUT 7.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0215'OGALLALA, KEITH COUNTY, ABOUT 12-1/2 POLES EAST OF MILEPOST
 MM0215'328, AT ROSCOE, ABOUT 23 FEET WEST OF A POINT 125 FEET SOUTH OF
 MM0215'THE SOUTHWEST CORNER OF THE STATION, 23 FEET EAST OF THE CENTER
 MM0215'OF A PRIVATE-ROAD CROSSING WEST OF THE STATION, 67.2 FEET SOUTH OF
 MM0215'THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 5 FEET NORTH OF THE
 MM0215'SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3165.502 G 8
 MM0215'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 MM0215'INCHES ABOVE GROUND.
 MM0215
 MM0215                          STATION RECOVERY (1941)
 MM0215
 MM0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MM0215'RECOVERED IN GOOD CONDITION.
 MM0215
 MM0215                          STATION RECOVERY (1981)
 MM0215
 MM0215'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0215'RECOVERED IN GOOD CONDITION.
 MM0215
 MM0215                          STATION RECOVERY (1985)
 MM0215
 MM0215'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0215'RECOVERED IN GOOD CONDITION.
 MM0215
 MM0215                          STATION RECOVERY (1986)
 MM0215
 MM0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0215'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.3 KM (7.0
 MM0215'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0215'STATE ROUTE 61 AT OGALLALA, 4.9 METERS (16 FT) EAST OF THE CENTER OF
 MM0215'AN IRON GATE, 10.7 METERS (35 FT) EAST OF A RAILROAD 3/4 MILEPOLE AND
 MM0215'0.3 METER (1 FT) NORTH OF A METAL WITNESS POST.
 MM0215
 MM0215                          STATION RECOVERY (1998)
 MM0215
 MM0215'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1263 ***********************************************************************
 MK1263  DESIGNATION -  G 81
 MK1263  PID         -  MK1263
 MK1263  STATE/COUNTY-  NE/SEWARD
 MK1263  COUNTRY     -  US
 MK1263  USGS QUAD   -  DWIGHT (2017)
 MK1263
 MK1263                         *CURRENT SURVEY CONTROL
 MK1263  ______________________________________________________________________
 MK1263* NAD 83(1986) POSITION- 41 00 26.     (N) 097 03 36.     (W)   SCALED
 MK1263* NAVD 88 ORTHO HEIGHT -   475.579 (meters)     1560.30  (feet) ADJUSTED
 MK1263  ______________________________________________________________________
 MK1263  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 MK1263  DYNAMIC HEIGHT  -        475.332 (meters)     1559.49  (feet) COMP
 MK1263  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 MK1263
 MK1263  VERT ORDER      -  SECOND    CLASS 0
 MK1263
 MK1263.The horizontal coordinates were scaled from a map and have
 MK1263.an estimated accuracy of +/- 6 seconds.
 MK1263
 MK1263.The orthometric height was determined by differential leveling and
 MK1263.adjusted by the NATIONAL GEODETIC SURVEY
 MK1263.in June 1991.
 MK1263
 MK1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1263.GEOID18 height accuracy estimate available here.
 MK1263
 MK1263.Click photographs - Photos may exist for this station.
 MK1263
 MK1263.The dynamic height is computed by dividing the NAVD 88
 MK1263.geopotential number by the normal gravity value computed on the
 MK1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1263.degrees latitude (g = 980.6199 gals.).
 MK1263
 MK1263.The modeled gravity was interpolated from observed gravity values.
 MK1263
 MK1263;                    North         East    Units  Estimated Accuracy
 MK1263;SPC NE       -   134,540.      747,210.      MT  (+/- 180 meters Scaled)
 MK1263
 MK1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL631413(NAD 83)
 MK1263
 MK1263                          SUPERSEDED SURVEY CONTROL
 MK1263
 MK1263  NGVD 29 (??/??/92)  475.395  (m)         1559.69   (f) ADJ UNCH    2 0
 MK1263
 MK1263.Superseded values are not recommended for survey control.
 MK1263
 MK1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1263.See file dsdata.pdf to determine how the superseded data were derived.
 MK1263
 MK1263_MARKER: DB = BENCH MARK DISK
 MK1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1263_STAMPING: G 81 1935
 MK1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1263+STABILITY: SURFACE MOTION
 MK1263
 MK1263  HISTORY     - Date     Condition        Report By
 MK1263  HISTORY     - 1935     MONUMENTED       CGS
 MK1263
 MK1263                          STATION DESCRIPTION
 MK1263
 MK1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1263'IN BEE.
 MK1263'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN SEWARD AND
 MK1263'BRAINARD, NEBRASKA, JUST NORTH OF BEE DEPOT AND OPPOSITE GRAIN
 MK1263'ELEVATOR.  118 FEET NORTH OF NORTHWEST CORNER OF DEPOT, 28.4
 MK1263'FEET EAST OF EAST RAIL, 3.8 FEET WEST OF FENCE, AND 2.5 FEET
 MK1263'SOUTH OF TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0384 ***********************************************************************
 LG0384  DESIGNATION -  G 82
 LG0384  PID         -  LG0384
 LG0384  STATE/COUNTY-  NE/LANCASTER
 LG0384  COUNTRY     -  US
 LG0384  USGS QUAD   -  DAVEY (2017)
 LG0384
 LG0384                         *CURRENT SURVEY CONTROL
 LG0384  ______________________________________________________________________
 LG0384* NAD 83(1986) POSITION- 40 54 49.17   (N) 096 40 20.42   (W)   HD_HELD1
 LG0384* NAVD 88 ORTHO HEIGHT -   360.942 (meters)     1184.19  (feet) ADJUSTED
 LG0384  ______________________________________________________________________
 LG0384  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 LG0384  DYNAMIC HEIGHT  -        360.783 (meters)     1183.67  (feet) COMP
 LG0384  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 LG0384
 LG0384  VERT ORDER      -  SECOND    CLASS 0
 LG0384
 LG0384.The horizontal coordinates were determined by differentially corrected
 LG0384.hand held GPS observations or other comparable positioning techniques
 LG0384.and have an estimated accuracy of +/- 3 meters.
 LG0384
 LG0384.The orthometric height was determined by differential leveling and
 LG0384.adjusted by the NATIONAL GEODETIC SURVEY
 LG0384.in June 1991.
 LG0384
 LG0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0384.GEOID18 height accuracy estimate available here.
 LG0384
 LG0384.Click photographs - Photos may exist for this station.
 LG0384
 LG0384.The dynamic height is computed by dividing the NAVD 88
 LG0384.geopotential number by the normal gravity value computed on the
 LG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0384.degrees latitude (g = 980.6199 gals.).
 LG0384
 LG0384.The modeled gravity was interpolated from observed gravity values.
 LG0384
 LG0384;                    North         East    Units  Estimated Accuracy
 LG0384;SPC NE       -   125,337.9     780,188.4     MT  (+/- 3 meters HH1 GPS) 
 LG0384
 LG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9602231780(NAD 83)
 LG0384
 LG0384                          SUPERSEDED SURVEY CONTROL
 LG0384
 LG0384  NGVD 29 (??/??/92)  360.835  (m)         1183.84   (f) ADJ UNCH    2 0
 LG0384
 LG0384.Superseded values are not recommended for survey control.
 LG0384
 LG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0384.See file dsdata.pdf to determine how the superseded data were derived.
 LG0384
 LG0384_MARKER: DB = BENCH MARK DISK
 LG0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0384_STAMPING: G 82 1935
 LG0384_MARK LOGO: CGS
 LG0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0384+STABILITY: SURFACE MOTION
 LG0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0384+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2020
 LG0384
 LG0384  HISTORY     - Date     Condition        Report By
 LG0384  HISTORY     - 1935     MONUMENTED       CGS
 LG0384  HISTORY     - 1941     GOOD             CGS
 LG0384  HISTORY     - 1984     GOOD             NGS
 LG0384  HISTORY     - 2002     GOOD             NEDR
 LG0384  HISTORY     - 20091214 GOOD             INDIV
 LG0384  HISTORY     - 20100503 GOOD             INDIV
 LG0384  HISTORY     - 20200211 GOOD             NEGS
 LG0384
 LG0384                          STATION DESCRIPTION
 LG0384
 LG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0384'1.3 MI N FROM ARBOR.
 LG0384'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0384'FROM THE STATION AT ARBOR, LANCASTER COUNTY, 600 FEET SOUTH OF
 LG0384'THE CROSSING OF A COUNTY ROAD, 49.7 FEET EAST OF THE EAST RAIL,
 LG0384'AND 3.6 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G 82
 LG0384'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0384
 LG0384                          STATION RECOVERY (1941)
 LG0384
 LG0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0384'RECOVERED IN GOOD CONDITION.
 LG0384
 LG0384                          STATION RECOVERY (1984)
 LG0384
 LG0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0384'ABOUT 0.24 KM (0.15 MI) NORTH ALONG 2ND STREET, FROM THE POST OFFICE
 LG0384'IN DAVEY, THENCE 1.13 KM (0.7 MI) LEFT AND WEST ALONG DAVEY ROAD,
 LG0384'THENCE 8.21 KM (5.1 MI) LEFT AND SOUTH ALONG NORTH 27TH STREET,
 LG0384'THENCE 0.80 KM (0.5 MI) LEFT AND ALONG BLUFF ROAD TO THE MARK ON THE
 LG0384'RIGHT, 147.2 M (483 FT) SOUTH FROM THE CENTERLINE OF BLUFF ROAD, 14.6
 LG0384'M (48.0 FT) EAST FROM THE CENTERLINE OF AN OLD RAILROAD GRADE, 0.91 M
 LG0384'(3.0 FT) WEST FROM A FENCE, RECOVERED IN GOOD CONDITION. MARK MAY
 LG0384'ALSO BE REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S.
 LG0384'HIGHWAY 77, NORTHEAST OF LINCOLN, BY GOING NORTH ALONG U.S. HIGHWAY
 LG0384'77 FOR 2.01 KM (1.25 MI) TO BLUFF ROAD, THENCE 2.41 KM (1.5 MI) LEFT
 LG0384'AND WEST ALONG BLUFF ROAD TO THE OLD GRADE AND THE MARK.
 LG0384
 LG0384                          STATION RECOVERY (2002)
 LG0384
 LG0384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0384'RECOVERED AS DESCRIBED.
 LG0384
 LG0384                          STATION RECOVERY (2009)
 LG0384
 LG0384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LG0384'RECOVERED AS DESCRIBED.
 LG0384
 LG0384                          STATION RECOVERY (2010)
 LG0384
 LG0384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG0384'RECOVERED IN GOOD CONDITION.
 LG0384
 LG0384                          STATION RECOVERY (2020)
 LG0384
 LG0384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0384'FOUND USING THE 1984 STATION RECOVERY.  THE MARK IS OBSTRUCTED BY
 LG0384'TREES AND NOT GPSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0495 ***********************************************************************
 LG0495  DESIGNATION -  G 83
 LG0495  PID         -  LG0495
 LG0495  STATE/COUNTY-  NE/SEWARD
 LG0495  COUNTRY     -  US
 LG0495  USGS QUAD   -  GOEHNER (2017)
 LG0495
 LG0495                         *CURRENT SURVEY CONTROL
 LG0495  ______________________________________________________________________
 LG0495* NAD 83(1986) POSITION- 40 50 38.     (N) 097 12 09.     (W)   SCALED
 LG0495* NAVD 88 ORTHO HEIGHT -   467.987 (meters)     1535.39  (feet) ADJUSTED
 LG0495  ______________________________________________________________________
 LG0495  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 LG0495  DYNAMIC HEIGHT  -        467.738 (meters)     1534.57  (feet) COMP
 LG0495  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LG0495
 LG0495  VERT ORDER      -  SECOND    CLASS 0
 LG0495
 LG0495.The horizontal coordinates were scaled from a map and have
 LG0495.an estimated accuracy of +/- 6 seconds.
 LG0495
 LG0495.The orthometric height was determined by differential leveling and
 LG0495.adjusted by the NATIONAL GEODETIC SURVEY
 LG0495.in June 1991.
 LG0495
 LG0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0495.GEOID18 height accuracy estimate available here.
 LG0495
 LG0495.Click photographs - Photos may exist for this station.
 LG0495
 LG0495.The dynamic height is computed by dividing the NAVD 88
 LG0495.geopotential number by the normal gravity value computed on the
 LG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0495.degrees latitude (g = 980.6199 gals.).
 LG0495
 LG0495.The modeled gravity was interpolated from observed gravity values.
 LG0495
 LG0495;                    North         East    Units  Estimated Accuracy
 LG0495;SPC NE       -   116,020.      735,820.      MT  (+/- 180 meters Scaled)
 LG0495
 LG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL515229(NAD 83)
 LG0495
 LG0495                          SUPERSEDED SURVEY CONTROL
 LG0495
 LG0495  NGVD 29 (??/??/92)  467.804  (m)         1534.79   (f) ADJ UNCH    2 0
 LG0495
 LG0495.Superseded values are not recommended for survey control.
 LG0495
 LG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0495.See file dsdata.pdf to determine how the superseded data were derived.
 LG0495
 LG0495_MARKER: DB = BENCH MARK DISK
 LG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0495_STAMPING: G 83 1935
 LG0495_MARK LOGO: CGS
 LG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0495+STABILITY: SURFACE MOTION
 LG0495
 LG0495  HISTORY     - Date     Condition        Report By
 LG0495  HISTORY     - 1935     MONUMENTED       CGS
 LG0495  HISTORY     - 1938     GOOD             CGS
 LG0495
 LG0495                          STATION DESCRIPTION
 LG0495
 LG0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0495'1.3 MI NE FROM GOEHNER.
 LG0495'1.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0495'FROM THE STATION AT GOEHNER, SEWARD COUNTY, 0.3 MILE NORTHEAST
 LG0495'OF A STATION-ONE-MILE SIGN, 0.3 MILE WEST OF A FARMHOUSE, 225
 LG0495'FEET NORTHEAST OF CULVERT C 71-1/2, 148.3 FEET EAST OF THE CENTER
 LG0495'OF A ROAD CROSSING, 49.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0495'AND 5.7 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G 83
 LG0495'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0495
 LG0495                          STATION RECOVERY (1938)
 LG0495
 LG0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1621 ***********************************************************************
 MK1621  DESIGNATION -  G 84
 MK1621  PID         -  MK1621
 MK1621  STATE/COUNTY-  NE/BOONE
 MK1621  COUNTRY     -  US
 MK1621  USGS QUAD   -  ALBION EAST (2017)
 MK1621
 MK1621                         *CURRENT SURVEY CONTROL
 MK1621  ______________________________________________________________________
 MK1621* NAD 83(1986) POSITION- 41 40 32.     (N) 097 56 44.     (W)   SCALED
 MK1621* NAVD 88 ORTHO HEIGHT -   533.887 (meters)     1751.59  (feet) ADJUSTED
 MK1621  ______________________________________________________________________
 MK1621  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 MK1621  DYNAMIC HEIGHT  -        533.657 (meters)     1750.84  (feet) COMP
 MK1621  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 MK1621
 MK1621  VERT ORDER      -  SECOND    CLASS 0
 MK1621
 MK1621.The horizontal coordinates were scaled from a map and have
 MK1621.an estimated accuracy of +/- 6 seconds.
 MK1621
 MK1621.The orthometric height was determined by differential leveling and
 MK1621.adjusted by the NATIONAL GEODETIC SURVEY
 MK1621.in June 1991.
 MK1621
 MK1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1621.GEOID18 height accuracy estimate available here.
 MK1621
 MK1621.Click photographs - Photos may exist for this station.
 MK1621
 MK1621.The dynamic height is computed by dividing the NAVD 88
 MK1621.geopotential number by the normal gravity value computed on the
 MK1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1621.degrees latitude (g = 980.6199 gals.).
 MK1621
 MK1621.The modeled gravity was interpolated from observed gravity values.
 MK1621
 MK1621;                    North         East    Units  Estimated Accuracy
 MK1621;SPC NE       -   206,570.      671,000.      MT  (+/- 180 meters Scaled)
 MK1621
 MK1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM877142(NAD 83)
 MK1621
 MK1621                          SUPERSEDED SURVEY CONTROL
 MK1621
 MK1621  NGVD 29 (??/??/92)  533.679  (m)         1750.91   (f) ADJ UNCH    2 0
 MK1621
 MK1621.Superseded values are not recommended for survey control.
 MK1621
 MK1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1621.See file dsdata.pdf to determine how the superseded data were derived.
 MK1621
 MK1621_MARKER: DB = BENCH MARK DISK
 MK1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1621_STAMPING: G 84 1935
 MK1621_MARK LOGO: CGS
 MK1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1621+STABILITY: SURFACE MOTION
 MK1621
 MK1621  HISTORY     - Date     Condition        Report By
 MK1621  HISTORY     - 1935     MONUMENTED       CGS
 MK1621  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1621
 MK1621                          STATION DESCRIPTION
 MK1621
 MK1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1621'3.5 MI SE FROM ALBION.
 MK1621'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1621'AND HUMPHREY, NEAR CROSS ROAD, ABOUT 390 FEET NORTHEAST OF
 MK1621'CULVERT NO. D-180, 52.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MK1621'4.6 FEET NORTHWEST OF FENCE.
 MK1621
 MK1621                          STATION RECOVERY (1957)
 MK1621
 MK1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1654 ***********************************************************************
 MK1654  DESIGNATION -  G 85 RESET
 MK1654  PID         -  MK1654
 MK1654  STATE/COUNTY-  NE/BOONE
 MK1654  COUNTRY     -  US
 MK1654  USGS QUAD   -  SAINT EDWARD (2017)
 MK1654
 MK1654                         *CURRENT SURVEY CONTROL
 MK1654  ______________________________________________________________________
 MK1654* NAD 83(1986) POSITION- 41 34 18.     (N) 097 51 41.     (W)   SCALED
 MK1654* NAVD 88 ORTHO HEIGHT -   506.210 (meters)     1660.79  (feet) ADJUSTED
 MK1654  ______________________________________________________________________
 MK1654  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 MK1654  DYNAMIC HEIGHT  -        505.994 (meters)     1660.08  (feet) COMP
 MK1654  MODELED GRAVITY -    980,179.5   (mgal)                       NAVD 88
 MK1654
 MK1654  VERT ORDER      -  SECOND    CLASS 0
 MK1654
 MK1654.The horizontal coordinates were scaled from a map and have
 MK1654.an estimated accuracy of +/- 6 seconds.
 MK1654
 MK1654.The orthometric height was determined by differential leveling and
 MK1654.adjusted by the NATIONAL GEODETIC SURVEY
 MK1654.in June 1991.
 MK1654
 MK1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1654.GEOID18 height accuracy estimate available here.
 MK1654
 MK1654.Click photographs - Photos may exist for this station.
 MK1654
 MK1654.The dynamic height is computed by dividing the NAVD 88
 MK1654.geopotential number by the normal gravity value computed on the
 MK1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1654.degrees latitude (g = 980.6199 gals.).
 MK1654
 MK1654.The modeled gravity was interpolated from observed gravity values.
 MK1654
 MK1654;                    North         East    Units  Estimated Accuracy
 MK1654;SPC NE       -   195,200.      678,290.      MT  (+/- 180 meters Scaled)
 MK1654
 MK1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM949028(NAD 83)
 MK1654
 MK1654                          SUPERSEDED SURVEY CONTROL
 MK1654
 MK1654  NGVD 29 (??/??/92)  506.009  (m)         1660.13   (f) ADJ UNCH    2 0
 MK1654
 MK1654.Superseded values are not recommended for survey control.
 MK1654
 MK1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1654.See file dsdata.pdf to determine how the superseded data were derived.
 MK1654
 MK1654_MARKER: DB = BENCH MARK DISK
 MK1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1654_STAMPING: G 85 RESET 1950
 MK1654_MARK LOGO: CGS
 MK1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1654+STABILITY: SURFACE MOTION
 MK1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1654+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 MK1654
 MK1654  HISTORY     - Date     Condition        Report By
 MK1654  HISTORY     - 1950     MONUMENTED       CGS
 MK1654  HISTORY     - 20091201 GOOD             NEDR
 MK1654
 MK1654                          STATION DESCRIPTION
 MK1654
 MK1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1654'AT ST EDWARD.
 MK1654'AT ST. EDWARD, AT THE SOUTHWEST CORNER OF THE BASEBALL PARK,
 MK1654'78 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 MK1654'50 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 MK1654'UNION PACIFIC RAILROAD, 7 FEET SOUTHEAST OF THE WEST CORNER OF THE
 MK1654'GRANDSTAND, 24 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK
 MK1654'LEADING TO THE SWIMMING POOL, 2 FEET SOUTHEAST OF A WITNESS POST,
 MK1654'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1654'THE GROUND.
 MK1654
 MK1654                          STATION RECOVERY (2009)
 MK1654
 MK1654'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1654'41 34'14.77''N    97 51'51.77''W     WGS84
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0246 ***********************************************************************
 ML0246  DESIGNATION -  G 86
 ML0246  PID         -  ML0246
 ML0246  STATE/COUNTY-  NE/NANCE
 ML0246  COUNTRY     -  US
 ML0246  USGS QUAD   -  BELGRADE (2017)
 ML0246
 ML0246                         *CURRENT SURVEY CONTROL
 ML0246  ______________________________________________________________________
 ML0246* NAD 83(1986) POSITION- 41 28 30.     (N) 098 04 29.     (W)   SCALED
 ML0246* NAVD 88 ORTHO HEIGHT -   519.861 (meters)     1705.58  (feet) ADJUSTED
 ML0246  ______________________________________________________________________
 ML0246  GEOID HEIGHT    -        -24.740 (meters)                     GEOID18
 ML0246  DYNAMIC HEIGHT  -        519.615 (meters)     1704.77  (feet) COMP
 ML0246  MODELED GRAVITY -    980,133.5   (mgal)                       NAVD 88
 ML0246
 ML0246  VERT ORDER      -  SECOND    CLASS 0
 ML0246
 ML0246.The horizontal coordinates were scaled from a map and have
 ML0246.an estimated accuracy of +/- 6 seconds.
 ML0246
 ML0246.The orthometric height was determined by differential leveling and
 ML0246.adjusted by the NATIONAL GEODETIC SURVEY
 ML0246.in June 1991.
 ML0246
 ML0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0246.GEOID18 height accuracy estimate available here.
 ML0246
 ML0246.Click photographs - Photos may exist for this station.
 ML0246
 ML0246.The dynamic height is computed by dividing the NAVD 88
 ML0246.geopotential number by the normal gravity value computed on the
 ML0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0246.degrees latitude (g = 980.6199 gals.).
 ML0246
 ML0246.The modeled gravity was interpolated from observed gravity values.
 ML0246
 ML0246;                    North         East    Units  Estimated Accuracy
 ML0246;SPC NE       -   184,060.      660,750.      MT  (+/- 180 meters Scaled)
 ML0246
 ML0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL772919(NAD 83)
 ML0246
 ML0246                          SUPERSEDED SURVEY CONTROL
 ML0246
 ML0246  NGVD 29 (??/??/92)  519.633  (m)         1704.83   (f) ADJ UNCH    2 0
 ML0246
 ML0246.Superseded values are not recommended for survey control.
 ML0246
 ML0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0246.See file dsdata.pdf to determine how the superseded data were derived.
 ML0246
 ML0246_MARKER: DB = BENCH MARK DISK
 ML0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0246_STAMPING: G 86 1935
 ML0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0246+STABILITY: SURFACE MOTION
 ML0246
 ML0246  HISTORY     - Date     Condition        Report By
 ML0246  HISTORY     - 1935     MONUMENTED       CGS
 ML0246  HISTORY     - 1945     GOOD             CGS
 ML0246  HISTORY     - 20110125 MARK NOT FOUND   NEDR
 ML0246
 ML0246                          STATION DESCRIPTION
 ML0246
 ML0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0246'AT BELGRADE.
 ML0246'AT BELGRADE DEPOT.  ALONG THE UNION PACIFIC RAILWAY BETWEEN
 ML0246'CEDAR RAPIDS AND CENTRAL CITY, 213 FEET NORTHEAST OF THE
 ML0246'NORTHEAST CORNER OF COALSHED, 93.9 FEET NORTH OF THE NORTHEAST
 ML0246'CORNER OF DEPOT, 26.1 FEET WEST OF THE WEST RAIL.
 ML0246
 ML0246                          STATION RECOVERY (1945)
 ML0246
 ML0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 ML0246'RECOVERED IN GOOD CONDITION.
 ML0246
 ML0246                          STATION RECOVERY (2011)
 ML0246
 ML0246'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 ML0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0685 ***********************************************************************
 ML0685  DESIGNATION -  GAGING STA 1
 ML0685  PID         -  ML0685
 ML0685  STATE/COUNTY-  NE/VALLEY
 ML0685  COUNTRY     -  US
 ML0685  USGS QUAD   -  ARCADIA WEST (2017)
 ML0685
 ML0685                         *CURRENT SURVEY CONTROL
 ML0685  ______________________________________________________________________
 ML0685* NAD 83(1986) POSITION- 41 25 21.     (N) 099 07 51.     (W)   SCALED
 ML0685* NAVD 88 ORTHO HEIGHT -   657.171 (meters)     2156.07  (feet) ADJUSTED
 ML0685  ______________________________________________________________________
 ML0685  GEOID HEIGHT    -        -23.602 (meters)                     GEOID18
 ML0685  DYNAMIC HEIGHT  -        656.841 (meters)     2154.99  (feet) COMP
 ML0685  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 ML0685
 ML0685  VERT ORDER      -  FIRST     CLASS II
 ML0685
 ML0685.The horizontal coordinates were scaled from a map and have
 ML0685.an estimated accuracy of +/- 6 seconds.
 ML0685
 ML0685.The orthometric height was determined by differential leveling and
 ML0685.adjusted by the NATIONAL GEODETIC SURVEY
 ML0685.in June 1991.
 ML0685
 ML0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0685.GEOID18 height accuracy estimate available here.
 ML0685
 ML0685.Click photographs - Photos may exist for this station.
 ML0685
 ML0685.The dynamic height is computed by dividing the NAVD 88
 ML0685.geopotential number by the normal gravity value computed on the
 ML0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0685.degrees latitude (g = 980.6199 gals.).
 ML0685
 ML0685.The modeled gravity was interpolated from observed gravity values.
 ML0685
 ML0685;                    North         East    Units  Estimated Accuracy
 ML0685;SPC NE       -   176,800.      572,630.      MT  (+/- 180 meters Scaled)
 ML0685
 ML0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML890856(NAD 83)
 ML0685
 ML0685                          SUPERSEDED SURVEY CONTROL
 ML0685
 ML0685  NGVD 29 (??/??/92)  656.926  (m)         2155.26   (f) ADJ UNCH    1 2
 ML0685
 ML0685.Superseded values are not recommended for survey control.
 ML0685
 ML0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0685.See file dsdata.pdf to determine how the superseded data were derived.
 ML0685
 ML0685_MARKER: DD = SURVEY DISK
 ML0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0685_SP_SET: BRIDGE
 ML0685_STAMPING: 1
 ML0685
 ML0685  HISTORY     - Date     Condition        Report By
 ML0685  HISTORY     - UNK      MONUMENTED
 ML0685  HISTORY     - 1949     GOOD             CGS
 ML0685  HISTORY     - 1950     GOOD             CGS
 ML0685
 ML0685                          STATION DESCRIPTION
 ML0685
 ML0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0685'1.4 MI S FROM NYSTED.
 ML0685'1.4 MI S ALONG A COUNTY ROAD FROM THE RECREATION HALL AT NYSTED,
 ML0685'0.15 MI E OF THE NW CORNER OF SECTION 8, T 13 N, R 11 W 0.1 MI W
 ML0685'OF A T-JUNCTION OF ST HWY 60 AND A COUNTY ROAD LEADING N TO
 ML0685'NYSTED, SET IN THE TOP OF THE S CURBING AT THE E END OF A STEEL
 ML0685'AND CONCRETE BRIDGE OVER OAK CREEK, 15 FT S OF THE CENTER LINE
 ML0685'OF ST HWY 60, 1.8 FT ABOVE ROAD LEVEL, 47.7 FT NW OF GAGING
 ML0685'STATION 2.  NOTE-- THE NUMERAL 1 WAS STAMPED ON THE DISK BY THIS
 ML0685'PARTY IN 1949.
 ML0685
 ML0685                          STATION RECOVERY (1950)
 ML0685
 ML0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0684 ***********************************************************************
 ML0684  DESIGNATION -  GAGING STA 2
 ML0684  PID         -  ML0684
 ML0684  STATE/COUNTY-  NE/VALLEY
 ML0684  COUNTRY     -  US
 ML0684  USGS QUAD   -  ARCADIA WEST (2017)
 ML0684
 ML0684                         *CURRENT SURVEY CONTROL
 ML0684  ______________________________________________________________________
 ML0684* NAD 83(1986) POSITION- 41 25 21.     (N) 099 07 51.     (W)   SCALED
 ML0684* NAVD 88 ORTHO HEIGHT -   657.229 (meters)     2156.26  (feet) ADJUSTED
 ML0684  ______________________________________________________________________
 ML0684  GEOID HEIGHT    -        -23.602 (meters)                     GEOID18
 ML0684  DYNAMIC HEIGHT  -        656.898 (meters)     2155.17  (feet) COMP
 ML0684  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 ML0684
 ML0684  VERT ORDER      -  FIRST     CLASS II
 ML0684
 ML0684.The horizontal coordinates were scaled from a map and have
 ML0684.an estimated accuracy of +/- 6 seconds.
 ML0684
 ML0684.The orthometric height was determined by differential leveling and
 ML0684.adjusted by the NATIONAL GEODETIC SURVEY
 ML0684.in June 1991.
 ML0684
 ML0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0684.GEOID18 height accuracy estimate available here.
 ML0684
 ML0684.Click photographs - Photos may exist for this station.
 ML0684
 ML0684.The dynamic height is computed by dividing the NAVD 88
 ML0684.geopotential number by the normal gravity value computed on the
 ML0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0684.degrees latitude (g = 980.6199 gals.).
 ML0684
 ML0684.The modeled gravity was interpolated from observed gravity values.
 ML0684
 ML0684;                    North         East    Units  Estimated Accuracy
 ML0684;SPC NE       -   176,800.      572,630.      MT  (+/- 180 meters Scaled)
 ML0684
 ML0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML890856(NAD 83)
 ML0684
 ML0684                          SUPERSEDED SURVEY CONTROL
 ML0684
 ML0684  NGVD 29 (??/??/92)  656.983  (m)         2155.45   (f) ADJ UNCH    1 2
 ML0684
 ML0684.Superseded values are not recommended for survey control.
 ML0684
 ML0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0684.See file dsdata.pdf to determine how the superseded data were derived.
 ML0684
 ML0684_MARKER: DD = SURVEY DISK
 ML0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0684_STAMPING: 2
 ML0684
 ML0684  HISTORY     - Date     Condition        Report By
 ML0684  HISTORY     - UNK      MONUMENTED
 ML0684  HISTORY     - 1949     GOOD             CGS
 ML0684  HISTORY     - 1950     GOOD             CGS
 ML0684
 ML0684                          STATION DESCRIPTION
 ML0684
 ML0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0684'1.4 MI S FROM NYSTED.
 ML0684'1.4 MI S ALONG A COUNTY ROAD FROM THE RECREATION HALL AT NYSTED,
 ML0684'0.15 MI E OF THE NW CORNER OF SECTION 8, T 13 N, R 11 W, 0.1 MI
 ML0684'W OF A T-JUNCTION OF ST HWY 60 AND A COUNTY ROAD LEADING N TO
 ML0684'NYSTED, 47.7 FT SE OF GAGING STATION 1 WHICH IS LOCATED IN THE
 ML0684'S CURBING AT THE E END OF A STEEL AND CONCRETE BRIDGE OVER OAK
 ML0684'CREEK, 37 FT S OF THE CENTERLINE OF ST HWY 60, 5.5 FT SW OF A
 ML0684'POWER LINE POLE, 0.8 FT N OF A FENCE, 1.2 FT W OF A REFERENCE
 ML0684'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 ML0684'GROUND.  NOTE-- THE NUMERAL 2 WAS STAMPED ON THE DISK BY THIS
 ML0684'PARTY IN 1949.
 ML0684
 ML0684                          STATION RECOVERY (1950)
 ML0684
 ML0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0441 ***********************************************************************
 ML0441  DESIGNATION -  GAGING STATION
 ML0441  PID         -  ML0441
 ML0441  STATE/COUNTY-  NE/HALL
 ML0441  COUNTRY     -  US
 ML0441  USGS QUAD   -  DANNEBROG (2017)
 ML0441
 ML0441                         *CURRENT SURVEY CONTROL
 ML0441  ______________________________________________________________________
 ML0441* NAD 83(1986) POSITION- 41 00 14.72   (N) 098 36 27.24   (W)   HD_HELD1
 ML0441* NAVD 88 ORTHO HEIGHT -   595.080 (meters)     1952.36  (feet) ADJUSTED
 ML0441  ______________________________________________________________________
 ML0441  GEOID HEIGHT    -        -24.533 (meters)                     GEOID18
 ML0441  DYNAMIC HEIGHT  -        594.773 (meters)     1951.35  (feet) COMP
 ML0441  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 ML0441
 ML0441  VERT ORDER      -  SECOND    CLASS 0
 ML0441
 ML0441.The horizontal coordinates were determined by differentially corrected
 ML0441.hand held GPS observations or other comparable positioning techniques
 ML0441.and have an estimated accuracy of +/- 3 meters.
 ML0441
 ML0441.The orthometric height was determined by differential leveling and
 ML0441.adjusted by the NATIONAL GEODETIC SURVEY
 ML0441.in June 1991.
 ML0441
 ML0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0441.GEOID18 height accuracy estimate available here.
 ML0441
 ML0441.Click photographs - Photos may exist for this station.
 ML0441
 ML0441.The dynamic height is computed by dividing the NAVD 88
 ML0441.geopotential number by the normal gravity value computed on the
 ML0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0441.degrees latitude (g = 980.6199 gals.).
 ML0441
 ML0441.The modeled gravity was interpolated from observed gravity values.
 ML0441
 ML0441;                    North         East    Units  Estimated Accuracy
 ML0441;SPC NE       -   130,927.9     617,104.8     MT  (+/- 3 meters HH1 GPS) 
 ML0441
 ML0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3300239285(NAD 83)
 ML0441
 ML0441                          SUPERSEDED SURVEY CONTROL
 ML0441
 ML0441  NGVD 29 (??/??/92)  594.840  (m)         1951.57   (f) ADJ UNCH    2 0
 ML0441
 ML0441.Superseded values are not recommended for survey control.
 ML0441
 ML0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0441.See file dsdata.pdf to determine how the superseded data were derived.
 ML0441
 ML0441_MARKER: DD = SURVEY DISK
 ML0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0441_SP_SET: BRIDGE
 ML0441_STAMPING: NDOR BR 11 2 112 02
 ML0441_MARK LOGO: USGS
 ML0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0441+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 ML0441
 ML0441  HISTORY     - Date     Condition        Report By
 ML0441  HISTORY     - UNK      MONUMENTED       USGS
 ML0441  HISTORY     - 1949     GOOD             CGS
 ML0441  HISTORY     - 20030813 GOOD             USPSQD
 ML0441  HISTORY     - 20190813 GOOD             NE-109
 ML0441
 ML0441                          STATION DESCRIPTION
 ML0441
 ML0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0441'AT CAIRO.
 ML0441'AT CAIRO, 0.15 MILE NORTH ALONG STATE HIGHWAY NO. 60 FROM THE
 ML0441'JUNCTION OF STATE HIGHWAY NO. 60 WITH STATE HIGHWAY NO. 2, AT
 ML0441'THE SOUTHEAST CORNER OF SECTION 13. T. 12 N., R. 12 W., IN THE
 ML0441'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, SET IN THE SOUTH
 ML0441'END OF THE WEST CURBING OF BRIDGE NO. 4601 OVER DRY CREEK, 61
 ML0441'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 14 FEET
 ML0441'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET ABOVE THE
 ML0441'LEVEL OF THE ROAD, 1.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 ML0441'CURB.
 ML0441
 ML0441                          STATION RECOVERY (2003)
 ML0441
 ML0441'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 ML0441'STATION FOUND GOOD. STATE HWY 60 IN 1949 DESCRIPTION IS NOW STATE HWY
 ML0441'11. THE EAST-WEST ROAD IS KANSAS STREET. STATE HWY 11 HAS BEEN WIDENED
 ML0441'WITH WIDER SHOULDERS ON THE ROAD. THE BRIDGE OVER DRY CREEK HAS BEEN
 ML0441'RE-CONSTRUCTED. THE MARK IS SET IN THE SAME PLACE ON THE WEST CURBING
 ML0441'AS REFERENCED IN THE 1949 DESCRIPTION, BUT IS NOW 30 FEET WEST OF THE
 ML0441'CENTER LINE OF STATE HWY 11.
 ML0441
 ML0441                          STATION RECOVERY (2019)
 ML0441
 ML0441'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 ML0441'IT IS SET IN THE SOUTHWEST CORNER OF A CONCRETE HEADWALL, 42 FT (12.8
 ML0441'M) WEST OF THE CENTERLINE OF NE HIGHWAY 11 AND 55 FT (16.8 M) NORTH OF
 ML0441'THE CENTERLINE OF KANSAS STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1359 ***********************************************************************
 MK1359  DESIGNATION -  GAGING STATION
 MK1359  PID         -  MK1359
 MK1359  STATE/COUNTY-  NE/PLATTE
 MK1359  COUNTRY     -  US
 MK1359  USGS QUAD   -  COLUMBUS SW (2017)
 MK1359
 MK1359                         *CURRENT SURVEY CONTROL
 MK1359  ______________________________________________________________________
 MK1359* NAD 83(1986) POSITION- 41 22 04.     (N) 097 29 40.     (W)   SCALED
 MK1359* NAVD 88 ORTHO HEIGHT -   453.999 (meters)     1489.50  (feet) ADJUSTED
 MK1359  ______________________________________________________________________
 MK1359  GEOID HEIGHT    -        -25.351 (meters)                     GEOID18
 MK1359  DYNAMIC HEIGHT  -        453.797 (meters)     1488.83  (feet) COMP
 MK1359  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 MK1359
 MK1359  VERT ORDER      -  SECOND    CLASS 0
 MK1359
 MK1359.The horizontal coordinates were scaled from a map and have
 MK1359.an estimated accuracy of +/- 6 seconds.
 MK1359
 MK1359.The orthometric height was determined by differential leveling and
 MK1359.adjusted by the NATIONAL GEODETIC SURVEY
 MK1359.in June 1991.
 MK1359
 MK1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1359.GEOID18 height accuracy estimate available here.
 MK1359
 MK1359.Click photographs - Photos may exist for this station.
 MK1359
 MK1359.The dynamic height is computed by dividing the NAVD 88
 MK1359.geopotential number by the normal gravity value computed on the
 MK1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1359.degrees latitude (g = 980.6199 gals.).
 MK1359
 MK1359.The modeled gravity was interpolated from observed gravity values.
 MK1359
 MK1359;                    North         East    Units  Estimated Accuracy
 MK1359;SPC NE       -   173,400.      709,530.      MT  (+/- 180 meters Scaled)
 MK1359
 MK1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL259806(NAD 83)
 MK1359
 MK1359                          SUPERSEDED SURVEY CONTROL
 MK1359
 MK1359  NGVD 29 (??/??/92)  453.812  (m)         1488.88   (f) ADJ UNCH    2 0
 MK1359
 MK1359.Superseded values are not recommended for survey control.
 MK1359
 MK1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1359.See file dsdata.pdf to determine how the superseded data were derived.
 MK1359
 MK1359_MARKER: DD = SURVEY DISK
 MK1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1359+STABILITY: SURFACE MOTION
 MK1359
 MK1359  HISTORY     - Date     Condition        Report By
 MK1359  HISTORY     - UNK      MONUMENTED       USGS
 MK1359  HISTORY     - 1950     GOOD             CGS
 MK1359
 MK1359                          STATION DESCRIPTION
 MK1359
 MK1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1359'1.4 MI S FROM DUNCAN.
 MK1359'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1359'RAILROAD STATION AT DUNCAN, AT THE NORTH END OF A BRIDGE OVER THE
 MK1359'PLATTE RIVER, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.5
 MK1359'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 10.2 FEET
 MK1359'NORTHWEST OF THE NORTHWEST CORNER OF THE GAGING STATION BUILDING,
 MK1359'5 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MK1359'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0428 ***********************************************************************
 ML0428  DESIGNATION -  GAGING STATION 1
 ML0428  PID         -  ML0428
 ML0428  STATE/COUNTY-  NE/HOWARD
 ML0428  COUNTRY     -  US
 ML0428  USGS QUAD   -  DANNEBROG (2017)
 ML0428
 ML0428                         *CURRENT SURVEY CONTROL
 ML0428  ______________________________________________________________________
 ML0428* NAD 83(1986) POSITION- 41 07 10.     (N) 098 36 46.     (W)   SCALED
 ML0428* NAVD 88 ORTHO HEIGHT -   581.923 (meters)     1909.19  (feet) ADJUSTED
 ML0428  ______________________________________________________________________
 ML0428  GEOID HEIGHT    -        -24.451 (meters)                     GEOID18
 ML0428  DYNAMIC HEIGHT  -        581.628 (meters)     1908.22  (feet) COMP
 ML0428  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0428
 ML0428  VERT ORDER      -  SECOND    CLASS 0
 ML0428
 ML0428.The horizontal coordinates were scaled from a map and have
 ML0428.an estimated accuracy of +/- 6 seconds.
 ML0428
 ML0428.The orthometric height was determined by differential leveling and
 ML0428.adjusted by the NATIONAL GEODETIC SURVEY
 ML0428.in June 1991.
 ML0428
 ML0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0428.GEOID18 height accuracy estimate available here.
 ML0428
 ML0428.Click photographs - Photos may exist for this station.
 ML0428
 ML0428.The dynamic height is computed by dividing the NAVD 88
 ML0428.geopotential number by the normal gravity value computed on the
 ML0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0428.degrees latitude (g = 980.6199 gals.).
 ML0428
 ML0428.The modeled gravity was interpolated from observed gravity values.
 ML0428
 ML0428;                    North         East    Units  Estimated Accuracy
 ML0428;SPC NE       -   143,730.      616,460.      MT  (+/- 180 meters Scaled)
 ML0428
 ML0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL325520(NAD 83)
 ML0428
 ML0428                          SUPERSEDED SURVEY CONTROL
 ML0428
 ML0428  NGVD 29 (??/??/92)  581.682  (m)         1908.40   (f) ADJ UNCH    2 0
 ML0428
 ML0428.Superseded values are not recommended for survey control.
 ML0428
 ML0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0428.See file dsdata.pdf to determine how the superseded data were derived.
 ML0428
 ML0428_MARKER: DD = SURVEY DISK
 ML0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0428_SP_SET: BRIDGE
 ML0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0428
 ML0428  HISTORY     - Date     Condition        Report By
 ML0428  HISTORY     - UNK      MONUMENTED       USGS
 ML0428  HISTORY     - 1949     GOOD             CGS
 ML0428
 ML0428                          STATION DESCRIPTION
 ML0428
 ML0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0428'1.4 MI S FROM NYSTED.
 ML0428'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0428'AT NYSTED, 0.15 MILE EAST OF THE NORTHWEST CORNER OF SECTION
 ML0428'8, T. 13 N., R. 11 W., 0.1 MILE WEST OF A T-JUNCTION OF STATE
 ML0428'HIGHWAY NO. 60 AND A COUNTY ROAD LEADING NORTH TO NYSTED, SET
 ML0428'IN THE TOP OF THE SOUTH CURBING AT THE EAST END OF A STEEL
 ML0428'AND CONCRETE BRIDGE OVER OAK CREEK, 15 FEET SOUTH OF THE
 ML0428'CENTER LINE OF STATE HIGHWAY NO. 60, 1.8 FEET ABOVE ROAD
 ML0428'LEVEL, 47.7 FEET NORTHWEST OF GAGING STATION 2 (USGS).
 ML0428'NOTE-- THE NUMBERAL 1 WAS STAMPED ON THE DISK BY THIS PARTY
 ML0428'IN 1949.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0427 ***********************************************************************
 ML0427  DESIGNATION -  GAGING STATION 2
 ML0427  PID         -  ML0427
 ML0427  STATE/COUNTY-  NE/HOWARD
 ML0427  COUNTRY     -  US
 ML0427  USGS QUAD   -  DANNEBROG (2017)
 ML0427
 ML0427                         *CURRENT SURVEY CONTROL
 ML0427  ______________________________________________________________________
 ML0427* NAD 83(1986) POSITION- 41 07 10.     (N) 098 36 46.     (W)   SCALED
 ML0427* NAVD 88 ORTHO HEIGHT -   581.530 (meters)     1907.90  (feet) ADJUSTED
 ML0427  ______________________________________________________________________
 ML0427  GEOID HEIGHT    -        -24.451 (meters)                     GEOID18
 ML0427  DYNAMIC HEIGHT  -        581.235 (meters)     1906.94  (feet) COMP
 ML0427  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 ML0427
 ML0427  VERT ORDER      -  SECOND    CLASS 0
 ML0427
 ML0427.The horizontal coordinates were scaled from a map and have
 ML0427.an estimated accuracy of +/- 6 seconds.
 ML0427
 ML0427.The orthometric height was determined by differential leveling and
 ML0427.adjusted by the NATIONAL GEODETIC SURVEY
 ML0427.in June 1991.
 ML0427
 ML0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0427.GEOID18 height accuracy estimate available here.
 ML0427
 ML0427.Click photographs - Photos may exist for this station.
 ML0427
 ML0427.The dynamic height is computed by dividing the NAVD 88
 ML0427.geopotential number by the normal gravity value computed on the
 ML0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0427.degrees latitude (g = 980.6199 gals.).
 ML0427
 ML0427.The modeled gravity was interpolated from observed gravity values.
 ML0427
 ML0427;                    North         East    Units  Estimated Accuracy
 ML0427;SPC NE       -   143,730.      616,460.      MT  (+/- 180 meters Scaled)
 ML0427
 ML0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL325520(NAD 83)
 ML0427
 ML0427                          SUPERSEDED SURVEY CONTROL
 ML0427
 ML0427  NGVD 29 (??/??/92)  581.290  (m)         1907.12   (f) ADJ UNCH    2 0
 ML0427
 ML0427.Superseded values are not recommended for survey control.
 ML0427
 ML0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0427.See file dsdata.pdf to determine how the superseded data were derived.
 ML0427
 ML0427_MARKER: DD = SURVEY DISK
 ML0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0427_STAMPING: 2
 ML0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0427+STABILITY: SURFACE MOTION
 ML0427
 ML0427  HISTORY     - Date     Condition        Report By
 ML0427  HISTORY     - UNK      MONUMENTED       USGS
 ML0427  HISTORY     - 1949     GOOD             CGS
 ML0427
 ML0427                          STATION DESCRIPTION
 ML0427
 ML0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0427'1.4 MI S FROM NYSTED.
 ML0427'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0427'AT NYSTED, 0.15 MILE EAST OF THE NORTHWEST CORNER OF A SECTION
 ML0427'8, T. 13 N., R. 11 W., 0.1 MILE WEST OF A T-JUNCTION OF STATE
 ML0427'HIGHWAY NO. 60 AND A COUNTY ROAD LEADING NORTH TO NYSTED, 47.7
 ML0427'FEET SOUTHEAST OF GAGING STATION 1 (USGS) WHICH IS LOCATED
 ML0427'IN THE SOUTH CURBING AT THE EAST END OF A STEEL AND CONCRETE
 ML0427'BRIDGE OVER OAK CREEK, 37 FEET SOUTH OF THE CENTER LINE OF
 ML0427'STATE HIGHWAY NO. 60, 5.5 FEET SOUTHWEST OF A POWER LINE POLE,
 ML0427'0.8 FOOT NORTH OF A FENCE, 1.2 FEET WEST OF A REFERENCE POST,
 ML0427'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 ML0427'NOTE-- THE NUMBERAL 2 WAS STAMPED ON THE DISK BY THIS PARTY
 ML0427'IN 1949.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0511 ***********************************************************************
 LG0511  DESIGNATION -  GAGING STATION SEWARD
 LG0511  PID         -  LG0511
 LG0511  STATE/COUNTY-  NE/SEWARD
 LG0511  COUNTRY     -  US
 LG0511  USGS QUAD   -  SEWARD (2017)
 LG0511
 LG0511                         *CURRENT SURVEY CONTROL
 LG0511  ______________________________________________________________________
 LG0511* NAD 83(1986) POSITION- 40 54 12.     (N) 097 06 43.     (W)   SCALED
 LG0511* NAVD 88 ORTHO HEIGHT -   441.890 (meters)     1449.77  (feet) ADJUSTED
 LG0511  ______________________________________________________________________
 LG0511  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 LG0511  DYNAMIC HEIGHT  -        441.657 (meters)     1449.00  (feet) COMP
 LG0511  MODELED GRAVITY -    980,085.6   (mgal)                       NAVD 88
 LG0511
 LG0511  VERT ORDER      -  SECOND    CLASS 0
 LG0511
 LG0511.The horizontal coordinates were scaled from a map and have
 LG0511.an estimated accuracy of +/- 6 seconds.
 LG0511
 LG0511.The orthometric height was determined by differential leveling and
 LG0511.adjusted by the NATIONAL GEODETIC SURVEY
 LG0511.in June 1991.
 LG0511
 LG0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0511.GEOID18 height accuracy estimate available here.
 LG0511
 LG0511.Click photographs - Photos may exist for this station.
 LG0511
 LG0511.The dynamic height is computed by dividing the NAVD 88
 LG0511.geopotential number by the normal gravity value computed on the
 LG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0511.degrees latitude (g = 980.6199 gals.).
 LG0511
 LG0511.The modeled gravity was interpolated from observed gravity values.
 LG0511
 LG0511;                    North         East    Units  Estimated Accuracy
 LG0511;SPC NE       -   122,860.      743,230.      MT  (+/- 180 meters Scaled)
 LG0511
 LG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL590297(NAD 83)
 LG0511
 LG0511                          SUPERSEDED SURVEY CONTROL
 LG0511
 LG0511  NGVD 29 (??/??/92)  441.711  (m)         1449.18   (f) ADJ UNCH    2 0
 LG0511
 LG0511.Superseded values are not recommended for survey control.
 LG0511
 LG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0511.See file dsdata.pdf to determine how the superseded data were derived.
 LG0511
 LG0511_MARKER: DD = SURVEY DISK
 LG0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0511_SP_SET: BRIDGE GUARDRAIL
 LG0511_STAMPING: GAGING STATION
 LG0511_MARK LOGO: USGS
 LG0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0511+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 LG0511
 LG0511  HISTORY     - Date     Condition        Report By
 LG0511  HISTORY     - UNK      MONUMENTED       USGS
 LG0511  HISTORY     - 1961     GOOD             CGS
 LG0511  HISTORY     - 20020811 GOOD             USPSQD
 LG0511  HISTORY     - 20030814 GOOD             USPSQD
 LG0511  HISTORY     - 20120711 MARK NOT FOUND   GEOCAC
 LG0511  HISTORY     - 20160706 GOOD             NEGS
 LG0511
 LG0511                          STATION DESCRIPTION
 LG0511
 LG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0511'1 MI NW FROM SEWARD.
 LG0511'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0511'FROM THE STATION AT SEWARD, THENCE 0.4 MILE SOUTHWEST ALONG
 LG0511'U.S. HIGHWAY 34 AND STATE HIGHWAY 2, 15.5 FEET NORTHWEST OF
 LG0511'CENTER LINE OF HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE
 LG0511'NORTH CONCRETE GUARD RAIL OF CONCRETE BRIDGE OVER THE BLUE
 LG0511'RIVER AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 LG0511
 LG0511                          STATION RECOVERY (2002)
 LG0511
 LG0511'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0511'STATION AT SEWARD NO LONGER EXISTS. FROM COURTHOUSE IN SEWARD, GO WEST
 LG0511'ABOUT 0.5 MILE ON U.S. HWY 34 TO BRIDGE OVER BLUE RIVER WHICH HAS BEEN
 LG0511'RECONSTRUCTED. MARK IS NOW IN SOUTHWEST END OF THE SOUTH CONCRETE
 LG0511'ABUTMENT, LEVEL WITH HIGHWAY, 15 FEET SOUTHWEST OF CENTER LINE OF HWY
 LG0511'34. MARK IS STAMPED 'GAGING STATION RESET 1975'.
 LG0511
 LG0511                          STATION RECOVERY (2003)
 LG0511
 LG0511'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0511'RECOVERED IN GOOD CONDITION.
 LG0511
 LG0511                          STATION RECOVERY (2012)
 LG0511
 LG0511'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0511'THE BENCHMARK DESCRIBED IN 1961 WAS DESTROYED WHEN THE BRIDGE GUARD
 LG0511'RAIL WAS REMOVED AND REPLACED WITH A WALL.
 LG0511'
 LG0511'AS DESCRIBED IN 2002, A DISK STAMPED GAGING STATION RESET 1975 WAS SET
 LG0511'IN THE SOUTHWEST END OF THE WEST ABUTMENT OF THE BRIDGE, ABOUT 6
 LG0511'INCHES ABOVE THE SURFACE OF THE ROAD.
 LG0511
 LG0511                          STATION RECOVERY (2016)
 LG0511
 LG0511'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG0511'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0351 ***********************************************************************
 MM0351  DESIGNATION -  GANNETT
 MM0351  PID         -  MM0351
 MM0351  STATE/COUNTY-  NE/LINCOLN
 MM0351  COUNTRY     -  US
 MM0351  USGS QUAD   -  MAXWELL SW (2017)
 MM0351
 MM0351                         *CURRENT SURVEY CONTROL
 MM0351  ______________________________________________________________________
 MM0351* NAD 83(1995) POSITION- 41 06 48.46928(N) 100 38 31.39626(W)   ADJUSTED
 MM0351* NAVD 88 ORTHO HEIGHT -   843.210 (meters)     2766.43  (feet) ADJUSTED
 MM0351  ______________________________________________________________________
 MM0351  GEOID HEIGHT    -        -22.345 (meters)                     GEOID18
 MM0351  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 MM0351  DYNAMIC HEIGHT  -        842.711 (meters)     2764.79  (feet) COMP
 MM0351  MODELED GRAVITY -    980,003.2   (mgal)                       NAVD 88
 MM0351
 MM0351  HORZ ORDER      -  THIRD
 MM0351  VERT ORDER      -  FIRST     CLASS II
 MM0351
 MM0351.The horizontal coordinates were established by classical geodetic methods
 MM0351.and adjusted by the National Geodetic Survey in August 1997.
 MM0351
 MM0351.The orthometric height was determined by differential leveling and
 MM0351.adjusted by the NATIONAL GEODETIC SURVEY
 MM0351.in June 1991.
 MM0351
 MM0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0351.GEOID18 height accuracy estimate available here.
 MM0351
 MM0351.Click photographs - Photos may exist for this station.
 MM0351
 MM0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0351
 MM0351.The dynamic height is computed by dividing the NAVD 88
 MM0351.geopotential number by the normal gravity value computed on the
 MM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0351.degrees latitude (g = 980.6199 gals.).
 MM0351
 MM0351.The modeled gravity was interpolated from observed gravity values.
 MM0351
 MM0351. The following values were computed from the NAD 83(1995) position.
 MM0351
 MM0351;                    North         East     Units Scale Factor Converg.
 MM0351;SPC NE       -   142,327.880   446,091.017   MT  0.99968191   -0 25 31.8
 MM0351;SPC NE       -   466,954.05  1,463,550.28   sFT  0.99968191   -0 25 31.8
 MM0351;UTM  14      - 4,552,651.952   362,135.205   MT  0.99983393   -1 04 47.7
 MM0351
 MM0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0351!SPC NE       -   0.99987126  x   0.99968191  =   0.99955321
 MM0351!UTM  14      -   0.99987126  x   0.99983393  =   0.99970521
 MM0351
 MM0351:                Primary Azimuth Mark                     Grid Az
 MM0351:SPC NE       -  GANNETT AZ MK                            113 01 05.9
 MM0351:UTM  14      -  GANNETT AZ MK                            113 40 21.8
 MM0351
 MM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6213552651(NAD 83)
 MM0351
 MM0351|---------------------------------------------------------------------|
 MM0351| PID    Reference Object                     Distance      Geod. Az  |
 MM0351|                                                           dddmmss.s |
 MM0351| CN9366 GANNETT RM 1                         12.264 METERS 02954     |
 MM0351| CN9365 GANNETT AZ MK                                      1123534.1 |
 MM0351| CN9367 GANNETT RM 2                         12.707 METERS 11700     |
 MM0351| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 8.9 KM 2931644.9 |
 MM0351| CN9368 GANNETT RM 3                         15.448 METERS 30041     |
 MM0351| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.12.8 KM 3223508.4 |
 MM0351|---------------------------------------------------------------------|
 MM0351
 MM0351                          SUPERSEDED SURVEY CONTROL
 MM0351
 MM0351  NAD 83(1986)-  41 06 48.47456(N)    100 38 31.40390(W) AD(       ) 3
 MM0351  NAD 27      -  41 06 48.47167(N)    100 38 29.90413(W) AD(       ) 3
 MM0351  NGVD 29 (02/14/92)  842.858  (m)         2765.28   (f) ADJUSTED    1 2
 MM0351
 MM0351.Superseded values are not recommended for survey control.
 MM0351
 MM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0351.See file dsdata.pdf to determine how the superseded data were derived.
 MM0351
 MM0351_MARKER: DS = TRIANGULATION STATION DISK
 MM0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0351_STAMPING: GANNETT 1951
 MM0351_MARK LOGO: CGS
 MM0351_PROJECTION: FLUSH
 MM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0351+STABILITY: SURFACE MOTION
 MM0351
 MM0351  HISTORY     - Date     Condition        Report By
 MM0351  HISTORY     - 1951     MONUMENTED       CGS
 MM0351  HISTORY     - 1967     GOOD             NEDR
 MM0351  HISTORY     - 1970     GOOD             USGS
 MM0351  HISTORY     - 1971     GOOD             NGS
 MM0351  HISTORY     - 1986     GOOD             NGS
 MM0351
 MM0351                          STATION DESCRIPTION
 MM0351
 MM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0351'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-NORTHWEST OF MAXWELL
 MM0351'AND 6.5 MILES EAST-SOUTHEAST OF NORTH PLATTE ALONG THE NORTH
 MM0351'SIDE OF U.S. HIGHWAY NO. 30.  IT IS 78.0 FEET SOUTH OF THE
 MM0351'SOUTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 52.0 FEET WEST
 MM0351'OF A TELEPHONE POLE AND 43.0 FEET NORTH OF THE CENTER OF U.S.
 MM0351'HIGHWAY NO. 30.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 MM0351'AND IS STAMPED GANNETT 1951.
 MM0351'
 MM0351'REFERENCE MARK NO. 1 IS 83.0 FEET NORTH OF THE CENTER OF U.S.
 MM0351'HIGHWAY NO. 30, 64.0 FEET NORTHWEST OF A TELEPHONE POLE AND
 MM0351'38.0 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD
 MM0351'TRACKS.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 MM0351'IS STAMPED GANNETT NO 1 1951.
 MM0351'
 MM0351'REFERENCE MARK NO. 2 IS 80.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0351'UNION PACIFIC RAILROAD TRACKS, 41.0 FEET NORTH OF THE CENTER
 MM0351'OF U.S. HIGHWAY NO. 30 AND 10.0 FEET WEST OF A TELEPHONE POLE.
 MM0351'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 MM0351'GANNETT NO 2 1951.
 MM0351'
 MM0351'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0351'NO. 2 IS 56.4 FEET.
 MM0351'
 MM0351'THE AZIMUTH MARK IS 81.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0351'UNION PACIFIC RAILROAD TRACKS, 41.0 FEET NORTH OF THE CENTER
 MM0351'OF U.S. HIGHWAY NO. 30, AND 4.5 FEET WEST OF A TELEPHONE POLE
 MM0351'AND 1.5 FEET WEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 MM0351'SURFACE OF THE GROUND AND IS STAMPED GANNETT 1951.
 MM0351'
 MM0351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30
 MM0351'AND STATE ROUTE NO. 107 JUST WEST OF THE RAILROAD DEPOT IN
 MM0351'MAXWELL, GO WESTERLY ON U.S. HIGHWAY NO. 30 FOR 6.65 MILES
 MM0351'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST
 MM0351'ON U.S. HIGHWAY NO. 30 FOR 0.3 MILE TO WHERE THE HIGHWAY MAKES
 MM0351'A CURVE TO THE NORTHWEST AND THE STATION ON THE RIGHT AS
 MM0351'DESCRIBED.
 MM0351
 MM0351                          STATION RECOVERY (1967)
 MM0351
 MM0351'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0351'STATION, AZIMUTH MARK, REFERENCE MARK NO. 2 WERE FOUND AND ARE
 MM0351'IN GOOD CONDITION AS DESCRIBED.  REFERENCE NO. 1 WAS FOUND BUT
 MM0351'HAD BEEN UPROOTED FROM THE GROUND.
 MM0351'
 MM0351'TO REACH IS ADEQUATE.
 MM0351
 MM0351                          STATION RECOVERY (1970)
 MM0351
 MM0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0351'THE STATION, R.M. NO 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 MM0351'GOOD CONDITION.
 MM0351'
 MM0351'A STEEL WITNESS POST AND SIGN WAS ERECTED 1 FOOT NORTH OF THE
 MM0351'STATION.
 MM0351'
 MM0351'R.M. NO 1 WAS FOUND LYING ON ITS SIDE ABOUT 6 INCHES BELOW THE
 MM0351'SURFACE OF THE GROUND.  THE DISK WAS REMOVED FROM THE POST.
 MM0351'
 MM0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.0
 MM0351'MI WNW OF MAXWELL AND 6.5 MI ESE OF NORTH PLATTE ALONG THE
 MM0351'N SIDE OF U.S. HWY.
 MM0351
 MM0351                          STATION RECOVERY (1971)
 MM0351
 MM0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MM0351'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 MM0351'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MM0351'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE DISK WAS
 MM0351'SALVAGED BY THE U.S. GEOLOGICAL SURVEY.  THE DISTANCE TO
 MM0351'REFERENCE MARK NO. 2 CHECKED BUT THE DIRECTION BETWEEN THE
 MM0351'AZIMUTH MARK AND REFERENCE MARK NO. 2 FAILED TO CHECK BY 17
 MM0351'MINUTES.
 MM0351'
 MM0351'REFERENCE MARK NO. 3 WAS SET.
 MM0351'
 MM0351'FOLLOWING IS A NEW DESCRIPTION.
 MM0351'
 MM0351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MM0351'AND STATE SPUR 56A AT MAXWELL, GO WESTERLY ON U.S. HIGHWAY
 MM0351'30 FOR 6.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MM0351'WESTERLY ON U.S. HIGHWAY 30 FOR 0.3 MILES TO THE STATION ON
 MM0351'THE RIGHT.
 MM0351'
 MM0351'STATION MARK, A STANDARD DISK STAMPED GANNETT 1951, IS SET
 MM0351'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MM0351'SURFACE OF THE GROUND.  IT IS 78 FEET SOUTH OF THE SOUTH RAIL
 MM0351'OF THE UNION PACIFIC RAILROAD TRACKS, 52 FEET WEST OF A TELEGRAPH
 MM0351'POLE, 43 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, AND 1 FOOT
 MM0351'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 MM0351'INSPECTED.
 MM0351'
 MM0351'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GANNETT NO. 2 1951,
 MM0351'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 MM0351'WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH OF THE
 MM0351'SOUTH RAIL OF THE RAILROAD TRACKS 41 FEET NORTH OF THE CENTER
 MM0351'OF U.S. HIGHWAY 30, 10 FEET WEST OF A TELEGRAPH POLE, AND 42 FEET
 MM0351'EAST-SOUTHEAST OF A METAL WITNESS POST.
 MM0351'
 MM0351'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GANNETT 1951 NO. 3
 MM0351'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MM0351'4 INCHES.  IT IS 74 FEET SOUTH OF THE CENTER OF THE SOUTH RAIL
 MM0351'OF TRACKS, 46 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 1.5
 MM0351'FEET EAST OF A TELEGRAPH POLE.
 MM0351'
 MM0351'AZIMUTH MARK, A STANDARD DISK STAMPED GANNETT 1951, IS SET IN
 MM0351'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MM0351'SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH OF THE SOUTH RAIL
 MM0351'OF TRACKS, 41 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 4.5
 MM0351'FEET WEST OF A TELEGRAPH POLE, AND 1 FOOT SOUTHEAST OF A
 MM0351'METAL WITNESS POST.
 MM0351'
 MM0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 MM0351'WNW OF MAXWELL.
 MM0351
 MM0351                          STATION RECOVERY (1986)
 MM0351
 MM0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0351'11.2 KM (6.95 MI) NW FROM MAXWELL.
 MM0351'11.25 KM (7.0 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0351'AT MAXWELL, ON TOP OF A SMALL DIRT MOUND ON THE INSIDE OF A CURVE, 0.5
 MM0351'KM (0.3 MI) NORTHWEST OF MILEPOST 185, 13.1 METERS (43 FT) NORTHEAST
 MM0351'OF THE HIGHWAY CENTERLINE, 23.8 METERS (78 FT) SOUTHWEST OF THE
 MM0351'SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD AND 15.8 METERS (52 FT)
 MM0351'NORTHWEST OF A TELEPHONE POLE.
 MM0351'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MM0351'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1413 ***********************************************************************
 LG1413  DESIGNATION -  GARLAND AZ MK 2
 LG1413  PID         -  LG1413
 LG1413  STATE/COUNTY-  NE/SEWARD
 LG1413  COUNTRY     -  US
 LG1413  USGS QUAD   -  GARLAND (2017)
 LG1413
 LG1413                         *CURRENT SURVEY CONTROL
 LG1413  ______________________________________________________________________
 LG1413* NAD 83(1995) POSITION- 40 55 48.80493(N) 096 58 25.74935(W)   ADJUSTED
 LG1413* NAVD 88 ORTHO HEIGHT -   474.    (meters)     1555.    (feet) SCALED
 LG1413  ______________________________________________________________________
 LG1413  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 LG1413  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 LG1413  HORZ ORDER      -  THIRD
 LG1413
 LG1413.The horizontal coordinates were established by classical geodetic methods
 LG1413.and adjusted by the National Geodetic Survey in August 1997.
 LG1413
 LG1413.The orthometric height was scaled from a topographic map.
 LG1413
 LG1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1413.GEOID18 height accuracy estimate available here.
 LG1413
 LG1413.Click photographs - Photos may exist for this station.
 LG1413
 LG1413.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1413
 LG1413. The following values were computed from the NAD 83(1995) position.
 LG1413
 LG1413;                    North         East     Units Scale Factor Converg.
 LG1413;SPC NE       -   126,243.105   754,750.329   MT  0.99970871   +2 00 19.6
 LG1413;SPC NE       -   414,182.59  2,476,210.04   sFT  0.99970871   +2 00 19.6
 LG1413;UTM  14      - 4,532,987.823   670,589.589   MT  0.99995818   +1 19 39.9
 LG1413
 LG1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1413!SPC NE       -   0.99992987  x   0.99970871  =   0.99963860
 LG1413!UTM  14      -   0.99992987  x   0.99995818  =   0.99988805
 LG1413
 LG1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7058932987(NAD 83)
 LG1413
 LG1413                          SUPERSEDED SURVEY CONTROL
 LG1413
 LG1413  NAD 83(1986)-  40 55 48.81411(N)    096 58 25.75034(W) AD(       ) 3
 LG1413
 LG1413.Superseded values are not recommended for survey control.
 LG1413
 LG1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1413.See file dsdata.pdf to determine how the superseded data were derived.
 LG1413
 LG1413_MARKER: DZ = AZIMUTH MARK DISK
 LG1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1413_STAMPING: GARLAND 1947 NO 2 1984
 LG1413_MARK LOGO: NGS
 LG1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1413+STABILITY: SURFACE MOTION
 LG1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1413+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LG1413
 LG1413  HISTORY     - Date     Condition        Report By
 LG1413  HISTORY     - 1984     MONUMENTED       NGS
 LG1413
 LG1413                          STATION DESCRIPTION
 LG1413
 LG1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1413'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST FROM SEWARD, 2.0 KM
 LG1413'(1.2 MI) SOUTHEAST FROM GARLAND, 1.0 KM (0.6 MI) EAST FROM STATE
 LG1413'HIGHWAY 80D SPUR AND ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY
 LG1413'ROAD.
 LG1413'TO REACH THE STATION FROM THE POST OFFICE, IN GARLAND, GO SOUTH ON
 LG1413'STYATE HIGHWAY 80D SPUR FOR 1.61 KM (1.00 MI) TO A GRAVELED CROSSROAD
 LG1413'AND STATION--GARLAND--IN THE NORTHEAST ANGLE OF THE CROSSROAD.  TURN
 LG1413'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.05 KM (0.65 MI) TO THE
 LG1413'STATION ON THE LEFT, AT A FIELD ENTRANCE.
 LG1413'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1413'PROJECTS ABOUT 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.  THE
 LG1413'UNDERGROUND MARK IS RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.
 LG1413'THE MARKS ARE 12.8 M (42.0 FT) NORTH FROM THE CENTERLINE OF THE
 LG1413'ROAD, 6.7 M (22.0 FT) WEST FROM THE CENTERLINE OF THE FIELD ENTRANCE,
 LG1413'0.61 M (2.00 FT) EAST FROM A WITNESS POST AND 0.61 M (2.00 FT) SOUTH
 LG1413'FROM AN EAST/WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1186 ***********************************************************************
 LG1186  DESIGNATION -  GARLAND MUNICIPAL TANK
 LG1186  PID         -  LG1186
 LG1186  STATE/COUNTY-  NE/SEWARD
 LG1186  COUNTRY     -  US
 LG1186  USGS QUAD   -  GARLAND (2017)
 LG1186
 LG1186                         *CURRENT SURVEY CONTROL
 LG1186  ______________________________________________________________________
 LG1186* NAD 83(1995) POSITION- 40 56 42.64294(N) 096 58 57.18428(W)   ADJUSTED
 LG1186  ______________________________________________________________________
 LG1186  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 LG1186  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 LG1186  HORZ ORDER      -  THIRD
 LG1186
 LG1186.The horizontal coordinates were established by classical geodetic methods
 LG1186.and adjusted by the National Geodetic Survey in August 1997.
 LG1186
 LG1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1186.GEOID18 height accuracy estimate available here.
 LG1186
 LG1186.Click photographs - Photos may exist for this station.
 LG1186
 LG1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1186
 LG1186. The following values were computed from the NAD 83(1995) position.
 LG1186
 LG1186;                    North         East     Units Scale Factor Converg.
 LG1186;SPC NE       -   127,876.710   753,957.622   MT  0.99970615   +1 59 58.8
 LG1186;SPC NE       -   419,542.17  2,473,609.30   sFT  0.99970615   +1 59 58.8
 LG1186;UTM  14      - 4,534,631.096   669,816.060   MT  0.99995494   +1 19 20.7
 LG1186
 LG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6981634631(NAD 83)
 LG1186
 LG1186                          SUPERSEDED SURVEY CONTROL
 LG1186
 LG1186  NAD 83(1986)-  40 56 42.65160(N)    096 58 57.18592(W) AD(       ) 3
 LG1186  NAD 27      -  40 56 42.62068(N)    096 58 56.09016(W) AD(       ) 3
 LG1186
 LG1186.Superseded values are not recommended for survey control.
 LG1186
 LG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1186.See file dsdata.pdf to determine how the superseded data were derived.
 LG1186
 LG1186_MARKER: 53 = ELEVATED TANK
 LG1186_MARK LOGO: CGS
 LG1186
 LG1186  HISTORY     - Date     Condition        Report By
 LG1186  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1186  HISTORY     - 1947     GOOD             CGS
 LG1186  HISTORY     - 19841120 GOOD             NGS
 LG1186  HISTORY     - 20010816 GOOD             USPSQD
 LG1186  HISTORY     - 20030821 GOOD             USPSQD
 LG1186
 LG1186                          STATION DESCRIPTION
 LG1186
 LG1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1186'THE STATION IS THE WATER TANK OF THE TOWN WATER SUPPLY, LOCATED
 LG1186'ABOUT 0.1 MILE EAST OF THE POST OFFICE.  IT IS A FOUR LEGGED
 LG1186'STEEL STRUCTURE ABOUT 120 FEET HIGH, PAINTED ALUMINUM WITH
 LG1186'BLACK LETTERING GARLAND PAINTED ON THE SOUTH SIDE.  POINT
 LG1186'OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 LG1186
 LG1186                          STATION RECOVERY (1947)
 LG1186
 LG1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1186'RECOVERED IN GOOD CONDITION.
 LG1186
 LG1186                          STATION RECOVERY (1984)
 LG1186
 LG1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1186'RECOVERED IN GOOD CONDITION.
 LG1186
 LG1186                          STATION RECOVERY (2001)
 LG1186
 LG1186'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1186'FROM U.S. HWY 34 AND N.W. 1ST ST. IN NW LINCOLN, GO WEST ON U.S. HWY
 LG1186'34 FOR 14.3 MILES TO SPUR RD 80D TO GARLAND, TURN RIGHT, GO NORTH FOR
 LG1186'3.7 MILES TO TOWN OF GARLAND. SILVER WATER TANK WITH BLACK LETTERS IS
 LG1186'60 FT WEST OF THE CENTERLINE OF NASH STREET AND HALF-WAY BETWEEN 3RD
 LG1186'STREET AND 4TH STREET AT THE EAST EDGE OF THE TOWN.
 LG1186
 LG1186                          STATION RECOVERY (2003)
 LG1186
 LG1186'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1414 ***********************************************************************
 LG1414  CBN         -  This is a Cooperative Base Network Control Station.
 LG1414  DESIGNATION -  GARLAND RESET
 LG1414  PID         -  LG1414
 LG1414  STATE/COUNTY-  NE/SEWARD
 LG1414  COUNTRY     -  US
 LG1414  USGS QUAD   -  GARLAND (2017)
 LG1414
 LG1414                         *CURRENT SURVEY CONTROL
 LG1414  ______________________________________________________________________
 LG1414* NAD 83(2011) POSITION- 40 55 48.85029(N) 096 59 12.32859(W)   ADJUSTED
 LG1414* NAD 83(2011) ELLIP HT-   458.363 (meters)        (06/27/12)   ADJUSTED
 LG1414* NAD 83(2011) EPOCH   -  2010.00
 LG1414* NAVD 88 ORTHO HEIGHT -   485.3   (meters)     1592.    (feet) GPS OBS
 LG1414  ______________________________________________________________________
 LG1414  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG1414  GEOID HEIGHT    -        -26.840 (meters)                     GEOID99
 LG1414  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 LG1414  NAD 83(2011) X  -   -587,036.391 (meters)                     COMP
 LG1414  NAD 83(2011) Y  - -4,790,179.973 (meters)                     COMP
 LG1414  NAD 83(2011) Z  -  4,156,873.290 (meters)                     COMP
 LG1414  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 LG1414
 LG1414  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1414  Standards:
 LG1414         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1414            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1414  -------------------------------------------------------------------
 LG1414  NETWORK    0.36   0.96           0.17   0.11   0.49     -0.01580996
 LG1414  -------------------------------------------------------------------
 LG1414  Click here for local accuracies and other accuracy information.
 LG1414
 LG1414.The horizontal coordinates were established by GPS observations
 LG1414.and adjusted by the National Geodetic Survey in June 2012.
 LG1414
 LG1414.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1414.been affixed to the stable North American tectonic plate. See 
 LG1414.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1414
 LG1414.The horizontal coordinates are valid at the epoch date displayed above
 LG1414.which is a decimal equivalence of Year/Month/Day.
 LG1414
 LG1414.The orthometric height was determined by GPS observations and a
 LG1414.high-resolution geoid model.
 LG1414
 LG1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1414.GEOID18 height accuracy estimate available here.
 LG1414
 LG1414.Click photographs - Photos may exist for this station.
 LG1414
 LG1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1414
 LG1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1414
 LG1414.The ellipsoidal height was determined by GPS observations
 LG1414.and is referenced to NAD 83.
 LG1414
 LG1414. The following values were computed from the NAD 83(2011) position.
 LG1414
 LG1414;                    North         East     Units Scale Factor Converg.
 LG1414;SPC NE       -   126,206.460   753,661.517   MT  0.99970871   +1 59 48.7
 LG1414;SPC NE       -   414,062.36  2,472,637.83   sFT  0.99970871   +1 59 48.7
 LG1414;UTM  14      - 4,532,964.053   669,500.150   MT  0.99995362   +1 19 09.4
 LG1414
 LG1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1414!SPC NE       -   0.99992811  x   0.99970871  =   0.99963684
 LG1414!UTM  14      -   0.99992811  x   0.99995362  =   0.99988173
 LG1414
 LG1414:                Primary Azimuth Mark                     Grid Az
 LG1414:SPC NE       -  GARLAND AZ MK 2                          088 04 19.5
 LG1414:UTM  14      -  GARLAND AZ MK 2                          088 44 58.8
 LG1414
 LG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6950032964(NAD 83)
 LG1414
 LG1414|---------------------------------------------------------------------|
 LG1414| PID    Reference Object                     Distance      Geod. Az  |
 LG1414|                                                           dddmmss.s |
 LG1414| LG1186 GARLAND MUNICIPAL TANK              APPROX. 1.7 KM 0120258.0 |
 LG1414| LG1413 GARLAND AZ MK 2                     APPROX. 1.1 KM 0900408.2 |
 LG1414| LG1453 GARLAND AZ MK                                      0920036.0 |
 LG1414| LG1420 MALCOLM MUNICIPAL TANK              APPROX.10.8 KM 1030139.8 |
 LG1414| LG1454 GARLAND RM 1                         23.296 METERS 10708     |
 LG1414| LG1456 GARLAND RM 3                          9.854 METERS 11131     |
 LG1414| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.27.7 KM 1191108.7 |
 LG1414| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX. 8.2 KM 1911637.2 |
 LG1414| LG1455 GARLAND RM 2                         24.519 METERS 19217     |
 LG1414| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 9.7 KM 2545548.5 |
 LG1414| LG0756 SEWARD MUNICIPAL TANK               APPROX. 9.9 KM 2561408.7 |
 LG1414| LG1457 GARLAND RM 4                         10.630 METERS 34001     |
 LG1414|---------------------------------------------------------------------|
 LG1414
 LG1414                          SUPERSEDED SURVEY CONTROL
 LG1414
 LG1414  NAD 83(2007)-  40 55 48.85028(N)    096 59 12.32921(W) AD(2002.00) 0
 LG1414  ELLIP H (02/10/07)  458.383  (m)                       GP(2002.00)    
 LG1414  ELLIP H (07/10/01)  458.378  (m)                       GP(       ) 4 1
 LG1414  NAD 83(1995)-  40 55 48.85013(N)    096 59 12.32854(W) AD(       ) B
 LG1414  ELLIP H (06/25/96)  458.444  (m)                       GP(       ) 1 1
 LG1414  NAD 83(1986)-  40 55 48.85923(N)    096 59 12.32952(W) AD(       ) 1
 LG1414  NAD 27      -  40 55 48.82800(N)    096 59 11.23200(W) AD(       ) 1
 LG1414  NAVD 88 (06/25/96)  485.2    (m)  UNKNOWN  model used  GPS OBS        
 LG1414
 LG1414.Superseded values are not recommended for survey control.
 LG1414
 LG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1414.See file dsdata.pdf to determine how the superseded data were derived.
 LG1414
 LG1414_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1414_STAMPING: GARLAND 1947 1984
 LG1414_MARK LOGO: NGS
 LG1414_PROJECTION: FLUSH
 LG1414_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1414+STABILITY: SURFACE MOTION
 LG1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1414+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2010
 LG1414
 LG1414  HISTORY     - Date     Condition        Report By
 LG1414  HISTORY     - 1984     MONUMENTED       NGS
 LG1414  HISTORY     - 19950510 GOOD             NGS
 LG1414  HISTORY     - 20000613 GOOD             NEDR
 LG1414  HISTORY     - 20100514 GOOD             INDIV
 LG1414
 LG1414                          STATION DESCRIPTION
 LG1414
 LG1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1414'THE STATION IS LOCATED ABOUT 27.7 KM (17.2 MI) WEST FROM LINCOLN, 9.9
 LG1414'KM (6.2 MI) EAST FROM SEWARD, 1.6 KM (1.0 MI) SOUTH FROM GARLAND, AT
 LG1414'THE SOUTHWEST CORNER OF SEC9, T11N, R4E, IN THE SOUTHEAST ANGLE OF AN
 LG1414'INTERSECTION AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 80D SPUR.
 LG1414'CONTACT THE NEBRASKA DEPARTMENT OF ROADS, LINCOLN, NEBRASKA.
 LG1414'TO REACH THE STATION FROM THE POST OFFICE IN GARLAND, GO SOUTH ON
 LG1414'STATE HIGHWAY 80D SPUR FOR 1.61 KM (1.00 MI) TO A GRAVELED CROSSROAD
 LG1414'AND THE STATION ON THE LEFT.
 LG1414'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1414'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 1.1
 LG1414'M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 14.8 M (48.6 FT)
 LG1414'EAST FROM THE CENTERLINE OF THE HIGHWAY, 15.7 M (51.5 FT) NORTH FROM
 LG1414'THE CENTERLINE OF THE GRAVELED ROAD, 13.32 M (43.70 FT) SOUTHEAST
 LG1414'FROM THE SOUTHEAST END OF A GUARDRAIL ON THE HIGHWAY, 10.91 M
 LG1414'(35.79 FT) WEST-NORTHWEST FROM A POWER POLE AND 0.82 M (2.69 FT)
 LG1414'SOUTH FROM A WITNESS POST.
 LG1414
 LG1414                          STATION RECOVERY (1995)
 LG1414
 LG1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1414'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) EAST-NORTHEAST OF SEWARD,
 LG1414'1.0 MILE (1.6 KM) SOUTH OF GARLAND AND ON THE EAST RIGHT-OF-WAY OF
 LG1414'STATE ROAD 80D SPUR, AT THE JUNCTION WITH WAVERLY ROAD AND IN THE SW
 LG1414'CORNER OF SEC9, T11N, R4E.  TO REACH THE MARK FROM THE GARLAND POST
 LG1414'OFFICE AT THE INTERSECTION OF 4TH AND FRAZIER STREETS, GO SOUTH ON
 LG1414'FRAZIER STREET, WHICH BECOMES STATE ROAD 80D SPUR AND 196TH STREET,
 LG1414'FOR 1.61 KM (1.00 MI) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO
 LG1414'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT
 LG1414'IS 48.5 FT (14.8 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 48.5 FT
 LG1414'(14.8 M) NORTH FROM THE CENTERLINE OF WAVERLY ROAD, 35.2 FT (10.7 M)
 LG1414'WEST-NORTHWEST FROM A UTILITY POLE, 20.6 FT (6.3 M) NORTHWEST FROM A
 LG1414'POLE SUPPORTING A BURIED TELEPHONE CABLE JUNCTION BOX, 2.6 FT (0.8 M)
 LG1414'SOUTH FROM A FIBERGLASS WITNESS POST AND ABOUT 1.0 FT (0.3 M) LOWER
 LG1414'THAN THE HIGHWAY.
 LG1414
 LG1414                          STATION RECOVERY (2000)
 LG1414
 LG1414'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1414'RECOVERED AS DESCRIBED.
 LG1414
 LG1414                          STATION RECOVERY (2010)
 LG1414
 LG1414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 LG1414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1130 ***********************************************************************
 ML1130  DESIGNATION -  GARVAL
 ML1130  PID         -  ML1130
 ML1130  STATE/COUNTY-  NE/VALLEY
 ML1130  COUNTRY     -  US
 ML1130  USGS QUAD   -  ORD NW (2017)
 ML1130
 ML1130                         *CURRENT SURVEY CONTROL
 ML1130  ______________________________________________________________________
 ML1130* NAD 83(1995) POSITION- 41 44 21.43776(N) 098 58 30.69660(W)   ADJUSTED
 ML1130* NAVD 88 ORTHO HEIGHT -   730.0   (meters)     2395.    (feet) VERTCON
 ML1130  ______________________________________________________________________
 ML1130  GEOID HEIGHT    -        -23.854 (meters)                     GEOID18
 ML1130  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 ML1130  HORZ ORDER      -  FIRST
 ML1130
 ML1130.The horizontal coordinates were established by classical geodetic methods
 ML1130.and adjusted by the National Geodetic Survey in August 1997.
 ML1130
 ML1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1130
 ML1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1130.GEOID18 height accuracy estimate available here.
 ML1130
 ML1130.Click photographs - Photos may exist for this station.
 ML1130
 ML1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1130
 ML1130. The following values were computed from the NAD 83(1995) position.
 ML1130
 ML1130;                    North         East     Units Scale Factor Converg.
 ML1130;SPC NE       -   212,114.898   585,221.296   MT  0.99966687   +0 40 44.9
 ML1130;SPC NE       -   695,913.63  1,920,013.54   sFT  0.99966687   +0 40 44.9
 ML1130;UTM  14      - 4,620,830.656   502,062.780   MT  0.99960005   +0 00 59.5
 ML1130
 ML1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1130!SPC NE       -   0.99988926  x   0.99966687  =   0.99955617
 ML1130!UTM  14      -   0.99988926  x   0.99960005  =   0.99948936
 ML1130
 ML1130:                Primary Azimuth Mark                     Grid Az
 ML1130:SPC NE       -  ELM                                      093 00 13.9
 ML1130:UTM  14      -  ELM                                      093 39 59.3
 ML1130
 ML1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0206220830(NAD 83)
 ML1130
 ML1130|---------------------------------------------------------------------|
 ML1130| PID    Reference Object                     Distance      Geod. Az  |
 ML1130|                                                           dddmmss.s |
 ML1130| ML1126 ELM                                 APPROX. 9.8 KM 0934058.8 |
 ML1130| ML1127 ORD REGION 26 RADIO MAST            APPROX. 9.3 KM 1071553.1 |
 ML1130| CN9369 GARVAL RM 1                          13.234 METERS 12655     |
 ML1130| CN9371 GARVAL RM 3                                        1740002.5 |
 ML1130| CN9370 GARVAL RM 2                           9.467 METERS 23841     |
 ML1130|---------------------------------------------------------------------|
 ML1130
 ML1130                          SUPERSEDED SURVEY CONTROL
 ML1130
 ML1130  NAD 83(1986)-  41 44 21.44321(N)    098 58 30.70325(W) AD(       ) 1
 ML1130  NAD 27      -  41 44 21.41542(N)    098 58 29.37601(W) AD(       ) 1
 ML1130  NGVD 29 (07/19/86)  729.7    (m)         2394.     (f) VERT ANG       
 ML1130
 ML1130.Superseded values are not recommended for survey control.
 ML1130
 ML1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1130.See file dsdata.pdf to determine how the superseded data were derived.
 ML1130
 ML1130_MARKER: DS = TRIANGULATION STATION DISK
 ML1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1130_STAMPING: GARVAL 1972
 ML1130_MARK LOGO: CGS
 ML1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1130+STABILITY: SURFACE MOTION
 ML1130
 ML1130  HISTORY     - Date     Condition        Report By
 ML1130  HISTORY     - 1972     MONUMENTED       NGS
 ML1130
 ML1130                          STATION DESCRIPTION
 ML1130
 ML1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1130'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF BURWELL,
 ML1130'4 MILES NORTHEAST OF ELYRIA AND ABOUT 0.1 MILE SOUTH OF THE
 ML1130'GARFIELD-VALLEY COUNTY LINE.  THE PROPERTY IS OWNED BY MR. DON
 ML1130'MATTERN WHO LIVES IN BURWELL.
 ML1130'
 ML1130'TO REACH THE STATION FROM THE POST OFFICE IN ELYRIA GO NORTH
 ML1130'ON A PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY
 ML1130'11.  CROSS THE HIGHWAY AND CONTINUE NORTHERLY ON THE PAVED ROAD
 ML1130'FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT ON THE
 ML1130'GRAVEL ROAD AND GO EAST AND THEN NORTHERLY FOR 4.35 MILES TO
 ML1130'A FORK AT A T-ROAD.  KEEP RIGHT AND GO EAST FOR 1.35 MILES TO A
 ML1130'FORK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.20
 ML1130'MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH WIRE
 ML1130'GATE AND GO SOUTH, THEN NORTHWEST FOR 0.15 MILE ON A TRACK ROAD TO
 ML1130'THE HEAD OF A WASH.  TURN LEFT AND GO SOUTH, THEN WEST FOR
 ML1130'0.45 MILE TO A WINDMILL.  PASS TO THE RIGHT OF THE WINDMILL AND
 ML1130'CONTINUE WEST ACROSS MEADOW IN A VALLEY FOR 0.15 MILE TO
 ML1130'REFERENCE MARK 3 ON THE RIGHT.  BEAR RIGHT AND GO NORTH UP
 ML1130'SMALL VALLEY FOR 0.15 MILE TO THE TOP OF A HILL AT THE HEAD
 ML1130'OF VALLEY AND STATION.
 ML1130'
 ML1130'THE STATION MARKS ARE STANDARD DISKS STAMPED GARVAL 1972.  THE
 ML1130'SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 ML1130'MONUMENT THAT PROJECTS 3-INCHES ABOVE THE GROUND SURFACE AND THE
 ML1130'UNDERGROUND DISK WAS SET ABOUT 42-INCHES BELOW THE GROUND
 ML1130'SURFACE.  IT IS 4.5 FEET SOUTHWEST OF A METAL WITNESS POST
 ML1130'WITH SIGN ATTACHED.
 ML1130'
 ML1130'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GARVAL NO 1 1972,
 ML1130'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 ML1130'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 46.5 FEET
 ML1130'SOUTH-SOUTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 ML1130'
 ML1130'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GARVAL NO 2 1972,
 ML1130'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1130'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 34.5 FEET WEST OF THE
 ML1130'METAL WITNESS POST WITH SIGN ATTACHED.
 ML1130'
 ML1130'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GARVAL NO 3 1972,
 ML1130'SET IN THE TOP OF A 7-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1130'1-INCH ABOVE THE GROUND SURFACE.  IT IS 2 FEET EAST OF A METAL
 ML1130'WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0676 ***********************************************************************
 NP0676  DESIGNATION -  GARY
 NP0676  PID         -  NP0676
 NP0676  STATE/COUNTY-  NE/SHERIDAN
 NP0676  COUNTRY     -  US
 NP0676  USGS QUAD   -  HAY SPRINGS CREEK (2017)
 NP0676
 NP0676                         *CURRENT SURVEY CONTROL
 NP0676  ______________________________________________________________________
 NP0676* NAD 83(1995) POSITION- 42 43 21.38964(N) 102 46 04.43777(W)   ADJUSTED
 NP0676* NAVD 88 ORTHO HEIGHT -  1206.0   (meters)     3957.    (feet) VERTCON
 NP0676  ______________________________________________________________________
 NP0676  GEOID HEIGHT    -        -17.973 (meters)                     GEOID18
 NP0676  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 NP0676  HORZ ORDER      -  SECOND
 NP0676
 NP0676.The horizontal coordinates were established by classical geodetic methods
 NP0676.and adjusted by the National Geodetic Survey in August 1997.
 NP0676
 NP0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0676
 NP0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0676.GEOID18 height accuracy estimate available here.
 NP0676
 NP0676.Click photographs - Photos may exist for this station.
 NP0676
 NP0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0676
 NP0676. The following values were computed from the NAD 83(1995) position.
 NP0676
 NP0676;                    North         East     Units Scale Factor Converg.
 NP0676;SPC NE       -   324,435.856   273,355.052   MT  0.99988464   -1 50 03.4
 NP0676;SPC NE       - 1,064,419.97    896,832.37   sFT  0.99988464   -1 50 03.4
 NP0676;UTM  13      - 4,732,427.471   682,754.873   MT  1.00001092   +1 30 53.2
 NP0676
 NP0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0676!SPC NE       -   0.99981373  x   0.99988464  =   0.99969839
 NP0676!UTM  13      -   0.99981373  x   1.00001092  =   0.99982464
 NP0676
 NP0676:                Primary Azimuth Mark                     Grid Az
 NP0676:SPC NE       -  Q 353                                    132 06 32.0
 NP0676:UTM  13      -  Q 353                                    128 45 35.4
 NP0676
 NP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8275432427(NAD 83)
 NP0676
 NP0676|---------------------------------------------------------------------|
 NP0676| PID    Reference Object                     Distance      Geod. Az  |
 NP0676|                                                           dddmmss.s |
 NP0676| NP0210 Q 353                               APPROX. 4.0 KM 1301628.6 |
 NP0676| CQ3812 GARY RM 1                            16.350 METERS 13233     |
 NP0676| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX. 9.8 KM 1435030.8 |
 NP0676| CQ3813 GARY RM 2                            16.940 METERS 31300     |
 NP0676|---------------------------------------------------------------------|
 NP0676
 NP0676                          SUPERSEDED SURVEY CONTROL
 NP0676
 NP0676  NAD 83(1993)-  42 43 21.38791(N)    102 46 04.43887(W) AD(       ) 2
 NP0676  NAD 83(1986)-  42 43 21.38100(N)    102 46 04.43179(W) AD(       ) 2
 NP0676  NAD 27      -  42 43 21.47965(N)    102 46 02.81385(W) AD(       ) 2
 NP0676  NGVD 29 (07/19/86) 1205.4    (m)         3955.     (f) VERT ANG       
 NP0676
 NP0676.Superseded values are not recommended for survey control.
 NP0676
 NP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0676.See file dsdata.pdf to determine how the superseded data were derived.
 NP0676
 NP0676_MARKER: DD = SURVEY DISK
 NP0676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0676+WITH SETTING: INFORMATION.
 NP0676_STAMPING: GARY ET 1968
 NP0676_MARK LOGO: USGS
 NP0676_PROJECTION: FLUSH
 NP0676_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0676
 NP0676  HISTORY     - Date     Condition        Report By
 NP0676  HISTORY     - 1968     MONUMENTED       USGS
 NP0676
 NP0676                          STATION DESCRIPTION
 NP0676
 NP0676'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0676'THE STATION IS ABOUT 4.8 MI NW. OF HAY SPRINGS, NEAR THE CENTER
 NP0676'OF SEC. 30, T. 32 N., R. 46 W.
 NP0676'
 NP0676'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0676'HWY. 87 IN HAY SPRINGS GO NW. ON HWY. 20 FOR 4.8 MI AND STATION
 NP0676'ON LEFT.
 NP0676'
 NP0676'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0676'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 NP0676'TO WITHIN 1 IN. OF CAP WITH GRAVEL STAMPED ET GARY 1968,
 NP0676'STATION IS 82 FT S. OF CENTER OF HWY. 20, 14 FT N. OF S.
 NP0676'RIGHT-OF-WAY FENCE, 14 FT N. OF USGS WITNESS POST.
 NP0676'
 NP0676'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0676'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0676'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS SW. OF STATION,
 NP0676'80 FT S. OF CENTER OF HWY. 20 AND 15 FT N. OF S. RIGHT-OF-WAY
 NP0676'FENCE, STAMPED GARY NO 1 1968, MARK IS FLUSH WITH THE GROUND.
 NP0676'
 NP0676'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0676'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0676'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS NW. OF STATION,
 NP0676'83 FT S. OF CENTER OF HWY. 20 AND 14 FT N. OF S. RIGHT-OF-WAY
 NP0676'FENCE, STAMPED GARY NO 2 1968, MARK IS FLUSH WITH THE GROUND.
 NP0676'
 NP0676'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2069 ***********************************************************************
 MK2069  DESIGNATION -  GARY
 MK2069  PID         -  MK2069
 MK2069  STATE/COUNTY-  NE/SAUNDERS
 MK2069  COUNTRY     -  US
 MK2069  USGS QUAD   -  WAHOO EAST (2017)
 MK2069
 MK2069                         *CURRENT SURVEY CONTROL
 MK2069  ______________________________________________________________________
 MK2069* NAD 83(1995) POSITION- 41 13 39.30416(N) 096 33 47.99283(W)   ADJUSTED
 MK2069* NAVD 88 ORTHO HEIGHT -   370.    (meters)     1214.    (feet) SCALED
 MK2069  ______________________________________________________________________
 MK2069  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 MK2069  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 MK2069  HORZ ORDER      -  SECOND
 MK2069
 MK2069.The horizontal coordinates were established by classical geodetic methods
 MK2069.and adjusted by the National Geodetic Survey in August 1997.
 MK2069
 MK2069.The orthometric height was scaled from a topographic map.
 MK2069
 MK2069.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2069.GEOID18 height accuracy estimate available here.
 MK2069
 MK2069.Click photographs - Photos may exist for this station.
 MK2069
 MK2069.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2069
 MK2069. The following values were computed from the NAD 83(1995) position.
 MK2069
 MK2069;                    North         East     Units Scale Factor Converg.
 MK2069;SPC NE       -   160,521.742   787,977.053   MT  0.99967033   +2 16 38.9
 MK2069;SPC NE       -   526,645.08  2,585,221.38   sFT  0.99967033   +2 16 38.9
 MK2069;UTM  14      - 4,566,884.602   704,229.256   MT  1.00011335   +1 36 23.2
 MK2069
 MK2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2069!SPC NE       -   0.99994618  x   0.99967033  =   0.99961653
 MK2069!UTM  14      -   0.99994618  x   1.00011335  =   1.00005953
 MK2069
 MK2069:                Primary Azimuth Mark                     Grid Az
 MK2069:SPC NE       -  WAHOO                                    246 22 55.1
 MK2069:UTM  14      -  WAHOO                                    247 03 10.8
 MK2069
 MK2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0422966884(NAD 83)
 MK2069
 MK2069|---------------------------------------------------------------------|
 MK2069| PID    Reference Object                     Distance      Geod. Az  |
 MK2069|                                                           dddmmss.s |
 MK2069| CL6558 GARY RM 2                            15.700 METERS 09050     |
 MK2069| CL6557 GARY RM 1                            29.772 METERS 21543     |
 MK2069| AF8802 WAHOO                               APPROX. 5.2 KM 2483934.0 |
 MK2069|---------------------------------------------------------------------|
 MK2069
 MK2069                          SUPERSEDED SURVEY CONTROL
 MK2069
 MK2069  NAD 83(1986)-  41 13 39.31473(N)    096 33 47.99649(W) AD(       ) 2
 MK2069  NAD 27      -  41 13 39.30152(N)    096 33 46.90784(W) AD(       ) 2
 MK2069
 MK2069.Superseded values are not recommended for survey control.
 MK2069
 MK2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2069.See file dsdata.pdf to determine how the superseded data were derived.
 MK2069
 MK2069_MARKER: DD = SURVEY DISK
 MK2069_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2069+WITH SETTING: INFORMATION.
 MK2069_STAMPING: ET GARY 1967
 MK2069_MARK LOGO: USGS
 MK2069_PROJECTION: FLUSH
 MK2069_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2069
 MK2069  HISTORY     - Date     Condition        Report By
 MK2069  HISTORY     - 1967     MONUMENTED       USGS
 MK2069
 MK2069                          STATION DESCRIPTION
 MK2069
 MK2069'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 MK2069'THE STATION IS LOCATED ABOUT 1.0 MI N. AND 3.0 MI E. OF WAHOO,
 MK2069'T. 14 N., R. 7 E., NEAR THE QUARTER COR. BETWEEN SECS. 31 AND 36,
 MK2069'47 FT N., 91 FT E. OF RR. CROSSING, 61 FT E. OF USGS WITNESS
 MK2069'POST, 3 FT S. OF N. RIGHT-OF-WAY FENCE.
 MK2069'
 MK2069'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO N.-E. ON
 MK2069'U.S. HWY. 30A, 4.7 MI TO A CROSSROAD, TURN RIGHT AND GO S., 0.5
 MK2069'MI TO RR. CROSSING AND STATION ON THE LEFT.
 MK2069'
 MK2069'ALL MARKS FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2069'0.5 IN COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12
 MK2069'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2069'
 MK2069'THE STATION MARK IS STAMPED ET GARY 1967.
 MK2069'
 MK2069'REFERENCE MARK 1 IS SW. OF STATION, 33 FT S. AND 34 FT E. OF
 MK2069'RR. CROSSING, 16 FT N. OF S. RIGHT-OF-WAY FENCE, STAMPED GARY
 MK2069'NO 1 1967
 MK2069'
 MK2069'REFERENCE MARK 2 IS E. OF STATION, 47 FT N., 142 FT E. OF RR.
 MK2069'CROSSING, 2.8 FT S. OF N. RIGHT-OF-WAY FENCE, STAMPED GARY NO 2
 MK2069'1967.
 MK2069'
 MK2069'NO AZIMUTH MARK SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0431 ***********************************************************************
 MN0431  DESIGNATION -  GAS
 MN0431  PID         -  MN0431
 MN0431  STATE/COUNTY-  NE/DEUEL
 MN0431  COUNTRY     -  US
 MN0431  USGS QUAD   -  BIG SPRINGS NW (2017)
 MN0431
 MN0431                         *CURRENT SURVEY CONTROL
 MN0431  ______________________________________________________________________
 MN0431* NAD 83(1995) POSITION- 41 07 47.94355(N) 102 10 12.77748(W)   ADJUSTED
 MN0431* NAVD 88 ORTHO HEIGHT -  1122.8   (meters)     3684.    (feet) VERTCON
 MN0431  ______________________________________________________________________
 MN0431  GEOID HEIGHT    -        -20.442 (meters)                     GEOID18
 MN0431  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 MN0431  HORZ ORDER      -  SECOND
 MN0431
 MN0431.The horizontal coordinates were established by classical geodetic methods
 MN0431.and adjusted by the National Geodetic Survey in August 1997.
 MN0431
 MN0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0431
 MN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0431.GEOID18 height accuracy estimate available here.
 MN0431
 MN0431.Click photographs - Photos may exist for this station.
 MN0431
 MN0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0431
 MN0431. The following values were computed from the NAD 83(1995) position.
 MN0431
 MN0431;                    North         East     Units Scale Factor Converg.
 MN0431;SPC NE       -   146,248.122   317,845.110   MT  0.99967999   -1 26 17.5
 MN0431;SPC NE       -   479,815.71  1,042,796.83   sFT  0.99967999   -1 26 17.5
 MN0431;UTM  13      - 4,557,046.745   737,534.192   MT  1.00029447   +1 51 44.0
 MN0431
 MN0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0431!SPC NE       -   0.99982712  x   0.99967999  =   0.99950716
 MN0431!UTM  13      -   0.99982712  x   1.00029447  =   1.00012154
 MN0431
 MN0431:                Primary Azimuth Mark                     Grid Az
 MN0431:SPC NE       -  GAS AZ MK                                058 49 47.3
 MN0431:UTM  13      -  GAS AZ MK                                055 31 45.8
 MN0431
 MN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3753457046(NAD 83)
 MN0431
 MN0431|---------------------------------------------------------------------|
 MN0431| PID    Reference Object                     Distance      Geod. Az  |
 MN0431|                                                           dddmmss.s |
 MN0431| CP8088 GAS AZ MK                                          0572329.8 |
 MN0431| MN0427 BIG SPRINGS K N NAT GAS TANK        APPROX. 4.2 KM 1765655.8 |
 MN0431| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX. 4.2 KM 1780748.9 |
 MN0431| CP8089 GAS RM 1                             21.921 METERS 23518     |
 MN0431| CP8090 GAS RM 2                             43.419 METERS 33535     |
 MN0431|---------------------------------------------------------------------|
 MN0431
 MN0431                          SUPERSEDED SURVEY CONTROL
 MN0431
 MN0431  NAD 83(1992)-  41 07 47.94283(N)    102 10 12.77887(W) AD(       ) 2
 MN0431  NAD 83(1986)-  41 07 47.94262(N)    102 10 12.77884(W) AD(       ) 2
 MN0431  NAD 27      -  41 07 47.98130(N)    102 10 11.11720(W) AD(       ) 2
 MN0431  NGVD 29 (07/19/86) 1122.3    (m)         3682.     (f) VERT ANG       
 MN0431
 MN0431.Superseded values are not recommended for survey control.
 MN0431
 MN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0431.See file dsdata.pdf to determine how the superseded data were derived.
 MN0431
 MN0431_MARKER: DS = TRIANGULATION STATION DISK
 MN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0431_STAMPING: GAS 1963
 MN0431_MARK LOGO: CGS
 MN0431_PROJECTION: RECESSED 46 CENTIMETERS
 MN0431_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0431+STABILITY: SURFACE MOTION
 MN0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0431+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1997
 MN0431
 MN0431  HISTORY     - Date     Condition        Report By
 MN0431  HISTORY     - 1963     MONUMENTED       CGS
 MN0431  HISTORY     - 19970819 GOOD             NEDR
 MN0431
 MN0431                          STATION DESCRIPTION
 MN0431
 MN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0431'THE STATION IS LOCATED 16-1/2 MILES EAST-NORTHEAST OF CHAPPELL,
 MN0431'11-1/2 MILES NORTH-NORTHEAST OF JULESBURG, 7 MILES NORTHWEST
 MN0431'OF BIG SPRINGS, ALONG THE EAST SIDE OF A NORTH-SOUTH SECTION-LINE
 MN0431'ROAD IN A CULTIVATED FIELD.
 MN0431'
 MN0431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0431'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0431'JUNCTION OF STATE HIGHWAY 27.  CONTINUE STRAIGHT AHEAD AND GO
 MN0431'EAST ON U.S. HIGHWAY 30 FOR 9.2 MILES TO A CROSSROAD JUST BEFORE
 MN0431'REACHING GAS COMPRESSOR STATION ON THE LEFT.  TURN LEFT AND
 MN0431'GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND THE
 MN0431'END OF THE GRAVEL.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON
 MN0431'A TRACK ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT AS
 MN0431'DESCRIBED.
 MN0431'
 MN0431'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0431'TRACK ROAD FOR 0.3 MILE.  TURN RIGHT AND GO EAST ON A TRACK
 MN0431'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MN0431'
 MN0431'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN 18-INCH
 MN0431'IRREGULAR MASS OF CONCRETE WHICH IS 18 INCHES BELOW THE SURFACE
 MN0431'OF THE GROUND AND IS STAMPED GAS 1963.  IT IS 19 FEET EAST OF
 MN0431'THE CENTER OF A TRACK ROAD AND 6.4 FEET EAST OF A METAL WITNESS
 MN0431'POST.
 MN0431'
 MN0431'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0431'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0431'GAS NO 1 1963.  IT IS 41 FEET WEST OF THE CENTER OF A TRACK
 MN0431'ROAD AND 1-1/2 FEET NORTH OF A POWER POLE.
 MN0431'
 MN0431'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0431'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED GAS
 MN0431'NO 2 1963.  IT IS 40 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 MN0431'1-1/2 FEET SOUTH OF A POWER POLE.
 MN0431'
 MN0431'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0431'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MN0431'GAS 1963.  IT IS 31 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 MN0431'4-1/2 FEET NORTH-NORTHEAST OF POWER POLE A 7 AND 1.2 FEET
 MN0431'NORTH-NORTHWEST OF A METAL WITNESS POST.
 MN0431
 MN0431                          STATION RECOVERY (1997)
 MN0431
 MN0431'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0431'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE JUNCTION OF U.S.
 MN0431'HIGHWAYS 138 AND 30, NORTH OF BIG SPRINGS, GO WEST ON HIGHWAY 30 FOR
 MN0431'4.2 MI (6.8 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MN0431'COUNTY ROAD FOR 2.5 MI (4.0 KM) TO A GRAVELED, OIL FIELD ACCESS, ROAD
 MN0431'ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.7 MI (1.1 KM) TO A CURVE
 MN0431'LEFT, IN THE ROAD.  CONTINUE WEST, ALONG A CROP LINE FOR 0.3 MI (0.5
 MN0431'KM) TO A NORTH-SOUTH POWERLINE.  TURN RIGHT AND FOLLOW THE POWERLINE
 MN0431'NORTH FOR 0.15 MI (0.24 KM) TO THE MARK, 0.15 MI (0.24 KM) NORTH OF
 MN0431'THE 1/4 CORNER BETWEEN SEC5 AND 6, T13N, R4W AND ON PROPERTY OWNED BY
 MN0431'MARION DEHNING, 1524 ROAD W 49, BIG SPRINGS, NE.  TELEPHONE
 MN0431'308.889.3229 0R 3478.  THE DISK IS SET INTO THE TOP OF A CONCRETE POST
 MN0431'THAT IS RECESSED 0.6 M (2.0 FT) BELOW THE GROUND SURFACE.  IT IS
 MN0431'89.763 M (294.497 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF AN
 MN0431'ABANDONED HOUSE, 43.42 M (142.45 FT) SOUTH-SOUTHEAST FROM RM 2, 42.85
 MN0431'M (140.58 FT) SOUTH-SOUTHEAST FROM A POWERLINE POLE, 21.921 M (71.919
 MN0431'FT) NORTHEAST OF RM 1 AND 43.02 M (141.14 FT) NORTH-NORTHEAST FROM A
 MN0431'POWERLINE POLE, WHICH IS THE 8TH POLE SOUTH OF A JOG TO THE WEST IN
 MN0431'THE POWERLINE.  REBAR WAS DRIVEN BY THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0675 ***********************************************************************
 LG0675  DESIGNATION -  GENEVA
 LG0675  PID         -  LG0675
 LG0675  STATE/COUNTY-  NE/FILLMORE
 LG0675  COUNTRY     -  US
 LG0675  USGS QUAD   -  GENEVA (2017)
 LG0675
 LG0675                         *CURRENT SURVEY CONTROL
 LG0675  ______________________________________________________________________
 LG0675* NAD 83(1986) POSITION- 40 31 12.     (N) 097 36 10.     (W)   SCALED
 LG0675* NAVD 88 ORTHO HEIGHT -   503.349 (meters)     1651.40  (feet) ADJUSTED
 LG0675  ______________________________________________________________________
 LG0675  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 LG0675  DYNAMIC HEIGHT  -        503.064 (meters)     1650.47  (feet) COMP
 LG0675  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 LG0675
 LG0675  VERT ORDER      -  SECOND    CLASS 0
 LG0675
 LG0675.The horizontal coordinates were scaled from a map and have
 LG0675.an estimated accuracy of +/- 6 seconds.
 LG0675
 LG0675.The orthometric height was determined by differential leveling and
 LG0675.adjusted by the NATIONAL GEODETIC SURVEY
 LG0675.in June 1991.
 LG0675
 LG0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0675.GEOID18 height accuracy estimate available here.
 LG0675
 LG0675.Click photographs - Photos may exist for this station.
 LG0675
 LG0675.The dynamic height is computed by dividing the NAVD 88
 LG0675.geopotential number by the normal gravity value computed on the
 LG0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0675.degrees latitude (g = 980.6199 gals.).
 LG0675
 LG0675.The modeled gravity was interpolated from observed gravity values.
 LG0675
 LG0675;                    North         East    Units  Estimated Accuracy
 LG0675;SPC NE       -    79,060.      703,080.      MT  (+/- 180 meters Scaled)
 LG0675
 LG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK183864(NAD 83)
 LG0675
 LG0675                          SUPERSEDED SURVEY CONTROL
 LG0675
 LG0675  NGVD 29 (??/??/92)  503.169  (m)         1650.81   (f) ADJ UNCH    2 0
 LG0675
 LG0675.Superseded values are not recommended for survey control.
 LG0675
 LG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0675.See file dsdata.pdf to determine how the superseded data were derived.
 LG0675
 LG0675_MARKER: DB = BENCH MARK DISK
 LG0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0675_STAMPING: GENEVA 1934
 LG0675_MARK LOGO: CGS
 LG0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0675+STABILITY: SURFACE MOTION
 LG0675
 LG0675  HISTORY     - Date     Condition        Report By
 LG0675  HISTORY     - 1934     MONUMENTED       CGS
 LG0675  HISTORY     - 19920821 GOOD             NGS
 LG0675  HISTORY     - 20110920 MARK NOT FOUND   NEDR
 LG0675
 LG0675                          STATION DESCRIPTION
 LG0675
 LG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0675'AT GENEVA.
 LG0675'AT GENEVA, FILLMORE COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 LG0675'NORTH LAWN, BETWEEN THE COURTHOUSE AND THE SIDEWALK ON THE
 LG0675'STREET, AND 10 FEET WEST OF A WATER FOUNTAIN.  SET IN THE
 LG0675'TOP OF A CONCRETE POST.
 LG0675
 LG0675                          STATION RECOVERY (1992)
 LG0675
 LG0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 LG0675'RECOVERED AS DESCRIBED.
 LG0675
 LG0675                          STATION RECOVERY (2011)
 LG0675
 LG0675'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 LG0675'MARK MAY STILL EXIST, BUT MAY BE 1.7' BELOW GROUND SURFACE. 1991 TIES,
 LG0675'50' SOUTH OF SOUTH CURB G ST. 38' NORTH EAST OF CENTER OF FOUNTAIN,
 LG0675'NORTH LAWN FILLMORE COUNTY COURTHOUSE. POSSIBLE MARK DETECTED BY
 LG0675'PROBE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ7975 ***********************************************************************
 AJ7975  DESIGNATION -  GENEVA
 AJ7975  PID         -  AJ7975
 AJ7975  STATE/COUNTY-  NE/FILLMORE
 AJ7975  COUNTRY     -  US
 AJ7975  USGS QUAD   -  GENEVA (2017)
 AJ7975
 AJ7975                         *CURRENT SURVEY CONTROL
 AJ7975  ______________________________________________________________________
 AJ7975* NAD 83(1995) POSITION- 40 32 00.40790(N) 097 36 31.07891(W)   ADJUSTED
 AJ7975* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 AJ7975  ______________________________________________________________________
 AJ7975  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 AJ7975  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 AJ7975  HORZ ORDER      -  SECOND
 AJ7975
 AJ7975.The horizontal coordinates were established by classical geodetic methods
 AJ7975.and adjusted by the National Geodetic Survey in August 1997.
 AJ7975
 AJ7975.The orthometric height was scaled from a topographic map.
 AJ7975
 AJ7975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7975.GEOID18 height accuracy estimate available here.
 AJ7975
 AJ7975.Click photographs - Photos may exist for this station.
 AJ7975
 AJ7975.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7975
 AJ7975. The following values were computed from the NAD 83(1995) position.
 AJ7975
 AJ7975;                    North         East     Units Scale Factor Converg.
 AJ7975;SPC NE       -    80,534.988   702,544.040   MT  0.99980133   +1 35 05.1
 AJ7975;SPC NE       -   264,221.87  2,304,929.90   sFT  0.99980133   +1 35 05.1
 AJ7975;UTM  14      - 4,487,897.278   617,839.141   MT  0.99977092   +0 54 15.6
 AJ7975
 AJ7975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7975!SPC NE       -   0.99992526  x   0.99980133  =   0.99972660
 AJ7975!UTM  14      -   0.99992526  x   0.99977092  =   0.99969619
 AJ7975
 AJ7975:                Primary Azimuth Mark                     Grid Az
 AJ7975:SPC NE       -  GENEVA AZ MK                             236 45 44.6
 AJ7975:UTM  14      -  GENEVA AZ MK                             237 26 34.1
 AJ7975
 AJ7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1783987897(NAD 83)
 AJ7975
 AJ7975|---------------------------------------------------------------------|
 AJ7975| PID    Reference Object                     Distance      Geod. Az  |
 AJ7975|                                                           dddmmss.s |
 AJ7975| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX. 1.0 KM 1513437.5 |
 AJ7975| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX. 1.3 KM 1582511.2 |
 AJ7975| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX. 0.8 KM 1662505.5 |
 AJ7975| CN9372 GENEVA AZ MK                                       2382049.7 |
 AJ7975| CN9373 GENEVA RM 1                          38.816 METERS 26543     |
 AJ7975| CN9374 GENEVA RM 2                          31.015 METERS 35356     |
 AJ7975|---------------------------------------------------------------------|
 AJ7975
 AJ7975                          SUPERSEDED SURVEY CONTROL
 AJ7975
 AJ7975  NAD 83(1986)-  40 32 00.41492(N)    097 36 31.08054(W) AD(       ) 2
 AJ7975  NAD 27      -  40 32 00.39000(N)    097 36 29.90500(W) AD(       ) 2
 AJ7975
 AJ7975.Superseded values are not recommended for survey control.
 AJ7975
 AJ7975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7975.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7975
 AJ7975_MARKER: DS = TRIANGULATION STATION DISK
 AJ7975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7975_STAMPING: GENEVA 1950
 AJ7975_MARK LOGO: CGS
 AJ7975_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7975+STABILITY: SURFACE MOTION
 AJ7975
 AJ7975  HISTORY     - Date     Condition        Report By
 AJ7975  HISTORY     - 1950     MONUMENTED       CGS
 AJ7975  HISTORY     - 1963     GOOD             CGS
 AJ7975
 AJ7975                          STATION DESCRIPTION
 AJ7975
 AJ7975'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 AJ7975'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE TOWN OF
 AJ7975'GENEVA, ALONG THE EAST BOUNDARY FENCE LINE OF THE FILLMORE
 AJ7975'COUNTY FAIR GROUNDS.  IT IS 63.5 FEET SOUTH OF A T-FENCE
 AJ7975'CORNER, 36 FEET NORTH OF THE PLANE OF THE NORTH SIDE OF THE
 AJ7975'GRAND STAND AND 3.5 FEET WEST OF THE EAST BOUNDARY FENCE.
 AJ7975'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 AJ7975'IS STAMPED GENEVA 1950.
 AJ7975'
 AJ7975'REFERENCE MARK NO. 1 IS 66 FEET SOUTH-SOUTHEAST OF THE INSIDE
 AJ7975'OF THE RACE TRACK, 6 FEET EAST-NORTHEAST OF THE EAST GATE
 AJ7975'POST OF THE ENTRANCE TO RACE TRACK AND 1 FOOT SOUTH-SOUTHEAST
 AJ7975'OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 AJ7975'STAMPED GENEVA NO 1 1950.
 AJ7975'
 AJ7975'REFERENCE MARK NO. 2 IS 69 FEET SOUTHEAST OF THE INSIDE EDGE
 AJ7975'OF RACE TRACK AND 13.5 FEET WEST OF THE EAST BOUNDARY FENCE.
 AJ7975'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GENEVA
 AJ7975'NO 2 1950.
 AJ7975'
 AJ7975'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF HARD SURFACED
 AJ7975'ROAD, 2 FEET EAST OF A WITNESS POST AND SET IN THE FENCE LINE.
 AJ7975'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 AJ7975'IS STAMPED GENEVA 1950.
 AJ7975'
 AJ7975'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AJ7975'0.15 MILE TO THE ENTRANCE TO FAIR GROUNDS, TURN RIGHT (WEST)
 AJ7975'ON HARD SURFACED ROAD 0.15 MILE TO THE MARK ON THE RIGHT AS
 AJ7975'DESCRIBED.
 AJ7975'
 AJ7975'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AJ7975
 AJ7975                          STATION RECOVERY (1963)
 AJ7975
 AJ7975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 AJ7975'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AJ7975'FOUND IN GOOD CONDITION.  THERE ARE SOME LOCAL CHANGES.  THE
 AJ7975'GRANDSTAND FOR THE FILLMORE COUNTY FAIRGROUNDS IS STILL IN
 AJ7975'PLACE, BUT THE RACE TRACK IN NOT USED AND A GOLF COURSE HAS
 AJ7975'BEEN LAID OUT AROUND THE FAIRGROUNDS.  THE STATION IS 149 FEET
 AJ7975'EAST OF A WEST GATE POST AND ABOUT 2 INCHES BELOW THE SURFACE
 AJ7975'OF THE GROUND.  REFERENCE MARK, 22 FEET EAST OF WEST GATE POST,
 AJ7975'AND 2 INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE
 AJ7975'MARK NO. 2 IS AS DESCRIBED.  THE AZIMUTH MARK IS 50 FEET EAST
 AJ7975'OF ROAD CURVE SIGN, AND 20 FEET EAST OF A POWER POLE, AND
 AJ7975'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0934 ***********************************************************************
 LG0934  DESIGNATION -  GENEVA FILLMORE CO CH BELFRY
 LG0934  PID         -  LG0934
 LG0934  STATE/COUNTY-  NE/FILLMORE
 LG0934  COUNTRY     -  US
 LG0934  USGS QUAD   -  GENEVA (2017)
 LG0934
 LG0934                         *CURRENT SURVEY CONTROL
 LG0934  ______________________________________________________________________
 LG0934* NAD 83(1995) POSITION- 40 31 30.86800(N) 097 36 10.12807(W)   ADJUSTED
 LG0934  ______________________________________________________________________
 LG0934  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 LG0934  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 LG0934  HORZ ORDER      -  THIRD
 LG0934
 LG0934.The horizontal coordinates were established by classical geodetic methods
 LG0934.and adjusted by the National Geodetic Survey in August 1997.
 LG0934
 LG0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0934.GEOID18 height accuracy estimate available here.
 LG0934
 LG0934.Click photographs - Photos may exist for this station.
 LG0934
 LG0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0934
 LG0934. The following values were computed from the NAD 83(1995) position.
 LG0934
 LG0934;                    North         East     Units Scale Factor Converg.
 LG0934;SPC NE       -    79,637.987   703,062.085   MT  0.99980374   +1 35 19.0
 LG0934;SPC NE       -   261,278.96  2,306,629.52   sFT  0.99980374   +1 35 19.0
 LG0934;UTM  14      - 4,486,994.215   618,346.480   MT  0.99977240   +0 54 28.7
 LG0934
 LG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1834686994(NAD 83)
 LG0934
 LG0934                          SUPERSEDED SURVEY CONTROL
 LG0934
 LG0934  NAD 83(1986)-  40 31 30.87953(N)    097 36 10.13344(W) AD(       ) 3
 LG0934  NAD 27      -  40 31 30.85200(N)    097 36 08.95800(W) AD(       ) 3
 LG0934
 LG0934.Superseded values are not recommended for survey control.
 LG0934
 LG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0934.See file dsdata.pdf to determine how the superseded data were derived.
 LG0934
 LG0934_MARKER: 75 = BELFRY
 LG0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0934+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0934
 LG0934  HISTORY     - Date     Condition        Report By
 LG0934  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0934  HISTORY     - 1950     GOOD             CGS
 LG0934  HISTORY     - 19880412 GOOD             NGS
 LG0934  HISTORY     - 20030815 POOR             USPSQD
 LG0934
 LG0934                          STATION DESCRIPTION
 LG0934
 LG0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0934'THE STATION IS LOCATED IN THE CENTER OF THE SQUARE IN THE MAIN
 LG0934'BUSINESS DISTRICT OF GENEVA.  IT IS ABOUT 80 FEET HIGH AND THE
 LG0934'ENTIRE COURTHOUSE IS OF RED BRICK CONSTRUCTION.
 LG0934'
 LG0934'THE POINT INTERSECTED WAS THE STAFF ON TOP OF THE BELFRY.
 LG0934
 LG0934                          STATION RECOVERY (1950)
 LG0934
 LG0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0934'RECOVERED IN GOOD CONDITION.
 LG0934
 LG0934                          STATION RECOVERY (1988)
 LG0934
 LG0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0934'RECOVERED IN GOOD CONDITION.
 LG0934
 LG0934                          STATION RECOVERY (2003)
 LG0934
 LG0934'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0934'STATION FOUND. SITE LOCATED. THE FILLMORE COUNTY COURT HOUSE AND
 LG0934'BELFREY REMAIN, BUT THE STAFF ON TOP THE BELFRY IS GONE. THE FRONT OF
 LG0934'THE COURT HOUSE IS AT 9TH AND G STS. THE COURT HOUSE IS SOUTH OF G
 LG0934'ST., NORTH OF F ST., EAST OF 8TH ST. AND WEST OF 10TH ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0933 ***********************************************************************
 LG0933  DESIGNATION -  GENEVA STATE TRAINING SCH TANK
 LG0933  PID         -  LG0933
 LG0933  STATE/COUNTY-  NE/FILLMORE
 LG0933  COUNTRY     -  US
 LG0933  USGS QUAD   -  GENEVA (2017)
 LG0933
 LG0933                         *CURRENT SURVEY CONTROL
 LG0933  ______________________________________________________________________
 LG0933* NAD 83(1995) POSITION- 40 32 10.90618(N) 097 36 45.35503(W)   ADJUSTED
 LG0933  ______________________________________________________________________
 LG0933  GEOID HEIGHT    -        -26.659 (meters)                     GEOID18
 LG0933  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 LG0933  HORZ ORDER      -  THIRD
 LG0933
 LG0933.The horizontal coordinates were established by classical geodetic methods
 LG0933.and adjusted by the National Geodetic Survey in August 1997.
 LG0933
 LG0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0933.GEOID18 height accuracy estimate available here.
 LG0933
 LG0933.Click photographs - Photos may exist for this station.
 LG0933
 LG0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0933
 LG0933. The following values were computed from the NAD 83(1995) position.
 LG0933
 LG0933;                    North         East     Units Scale Factor Converg.
 LG0933;SPC NE       -    80,849.346   702,199.309   MT  0.99980047   +1 34 55.6
 LG0933;SPC NE       -   265,253.23  2,303,798.90   sFT  0.99980047   +1 34 55.6
 LG0933;UTM  14      - 4,488,215.697   617,498.177   MT  0.99976994   +0 54 06.5
 LG0933
 LG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1749888215(NAD 83)
 LG0933
 LG0933                          SUPERSEDED SURVEY CONTROL
 LG0933
 LG0933  NAD 83(1986)-  40 32 10.91418(N)    097 36 45.35800(W) AD(       ) 3
 LG0933  NAD 27      -  40 32 10.88900(N)    097 36 44.18200(W) AD(       ) 3
 LG0933
 LG0933.Superseded values are not recommended for survey control.
 LG0933
 LG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0933.See file dsdata.pdf to determine how the superseded data were derived.
 LG0933
 LG0933_MARKER: 53 = ELEVATED TANK
 LG0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0933+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0933
 LG0933  HISTORY     - Date     Condition        Report By
 LG0933  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0933  HISTORY     - 1950     GOOD             CGS
 LG0933  HISTORY     - 1963     GOOD             CGS
 LG0933  HISTORY     - 19880412 GOOD             NGS
 LG0933  HISTORY     - 20030815 GOOD             USPSQD
 LG0933
 LG0933                          STATION DESCRIPTION
 LG0933
 LG0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0933'THE STATION IS LOCATED JUST NORTHWEST OF THE CITY LIMITS OF
 LG0933'GENEVA.  IT IS ABOUT 90 FEET HIGH, HAS FOUR LEGS, IS PAINTED
 LG0933'SILVER AND IS OF STEEL CONSTRUCTION.
 LG0933'
 LG0933'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LG0933'
 LG0933'TO REACH THE STATION FROM THE RAILROAD TRACKS ABOUT 75 YARDS
 LG0933'NORTH OF THE RAILROAD STATION IN GENEVA, GO WEST ON G STREET FOR
 LG0933'0.2 MILE TO 5TH STREET.  TURN RIGHT AND GO NORTH THEN WEST AND
 LG0933'THEN NORTH AGAIN FOR 1.2 MILES TO THE NORTH ENTRANCE TO THE
 LG0933'STATE TRAINING SCHOOL.  THE STATION IS 0.1 MILE EAST OF THIS
 LG0933'ENTRANCE.
 LG0933
 LG0933                          STATION RECOVERY (1950)
 LG0933
 LG0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0933'RECOVERED IN GOOD CONDITION.
 LG0933
 LG0933                          STATION RECOVERY (1963)
 LG0933
 LG0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0933'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
 LG0933
 LG0933                          STATION RECOVERY (1988)
 LG0933
 LG0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0933'RECOVERED IN GOOD CONDITION.
 LG0933
 LG0933                          STATION RECOVERY (2003)
 LG0933
 LG0933'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0933'STATION FOUND GOOD. TO REACH THE STATION FROM THE FRONT OF THE COURT
 LG0933'HOUSE AT 9TH AND G STS, GO WEST ON G ST. FOR 0.3 MILE TO 5TH ST. TURN
 LG0933'RIGHT, GO NORTH ON 5TH ST. FOR 0.4 MILE TO K ST. TURN LEFT ON K ST.
 LG0933'AND GO WEST FOR 0.3 MILE TO 1ST ST. TURN RIGHT ON 1ST ST. AND GO 0.2
 LG0933'MILE TO THE NORTH ENTRANCE TO THE STATE TRAINING SCHOOL. THE STATION
 LG0933'IS 0.1 MILE EAST OF THE NORTH ENTRANCE. TANK IS NOW PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1577 ***********************************************************************
 MK1577  DESIGNATION -  GENOA
 MK1577  PID         -  MK1577
 MK1577  STATE/COUNTY-  NE/NANCE
 MK1577  COUNTRY     -  US
 MK1577  USGS QUAD   -  FULLERTON NE (2017)
 MK1577
 MK1577                         *CURRENT SURVEY CONTROL
 MK1577  ______________________________________________________________________
 MK1577* NAD 83(1995) POSITION- 41 25 50.75147(N) 097 49 37.83360(W)   ADJUSTED
 MK1577* NAVD 88 ORTHO HEIGHT -   548.748 (meters)     1800.35  (feet) ADJUSTED
 MK1577  ______________________________________________________________________
 MK1577  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 MK1577  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 MK1577  DYNAMIC HEIGHT  -        548.492 (meters)     1799.51  (feet) COMP
 MK1577  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 MK1577
 MK1577  HORZ ORDER      -  FIRST
 MK1577  VERT ORDER      -  SECOND    CLASS 0
 MK1577
 MK1577.The horizontal coordinates were established by classical geodetic methods
 MK1577.and adjusted by the National Geodetic Survey in August 1997.
 MK1577
 MK1577.The orthometric height was determined by differential leveling and
 MK1577.adjusted by the NATIONAL GEODETIC SURVEY
 MK1577.in June 1991.
 MK1577
 MK1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1577.GEOID18 height accuracy estimate available here.
 MK1577
 MK1577.Click photographs - Photos may exist for this station.
 MK1577
 MK1577.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1577
 MK1577.The dynamic height is computed by dividing the NAVD 88
 MK1577.geopotential number by the normal gravity value computed on the
 MK1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1577.degrees latitude (g = 980.6199 gals.).
 MK1577
 MK1577.The modeled gravity was interpolated from observed gravity values.
 MK1577
 MK1577. The following values were computed from the NAD 83(1995) position.
 MK1577
 MK1577;                    North         East     Units Scale Factor Converg.
 MK1577;SPC NE       -   179,636.390   681,534.614   MT  0.99965945   +1 26 23.7
 MK1577;SPC NE       -   589,357.06  2,236,001.48   sFT  0.99965945   +1 26 23.7
 MK1577;UTM  14      - 4,587,241.484   597,992.189   MT  0.99971817   +0 46 34.1
 MK1577
 MK1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1577!SPC NE       -   0.99991786  x   0.99965945  =   0.99957733
 MK1577!UTM  14      -   0.99991786  x   0.99971817  =   0.99963605
 MK1577
 MK1577:                Primary Azimuth Mark                     Grid Az
 MK1577:SPC NE       -  GENOA RM 1 AZIMUTH                       091 38 01.3
 MK1577:UTM  14      -  GENOA RM 1 AZIMUTH                       092 17 50.9
 MK1577
 MK1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9799287241(NAD 83)
 MK1577
 MK1577|---------------------------------------------------------------------|
 MK1577| PID    Reference Object                     Distance      Geod. Az  |
 MK1577|                                                           dddmmss.s |
 MK1577| CN9375 GENOA RM 1 AZIMUTH                                 0930425.0 |
 MK1577| MK1578 GENOA RM 2                           16.616 METERS 18144     |
 MK1577| CN9376 GENOA RM 3                           13.148 METERS 28240     |
 MK1577|---------------------------------------------------------------------|
 MK1577
 MK1577                          SUPERSEDED SURVEY CONTROL
 MK1577
 MK1577  NAD 83(1986)-  41 25 50.75908(N)    097 49 37.83759(W) AD(       ) 1
 MK1577  NAD 27      -  41 25 50.70800(N)    097 49 36.63900(W) AD(       ) 1
 MK1577  NGVD 29 (??/??/92)  548.534  (m)         1799.65   (f) ADJ UNCH    2 0
 MK1577  NGVD 29             548.53   (m)         1799.6    (f) LEVELING    3  
 MK1577
 MK1577.Superseded values are not recommended for survey control.
 MK1577
 MK1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1577.See file dsdata.pdf to determine how the superseded data were derived.
 MK1577
 MK1577_MARKER: DB = BENCH MARK DISK
 MK1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1577_STAMPING: GENOA 1930
 MK1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1577+STABILITY: SURFACE MOTION
 MK1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1577+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 MK1577
 MK1577  HISTORY     - Date     Condition        Report By
 MK1577  HISTORY     - 1930     MONUMENTED       CGS
 MK1577  HISTORY     - 1934     POOR             NEGS
 MK1577  HISTORY     - 1950     GOOD             CGS
 MK1577  HISTORY     - 1950     GOOD             CGS
 MK1577  HISTORY     - 20100512 GOOD             INDIV
 MK1577
 MK1577                          STATION DESCRIPTION
 MK1577
 MK1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1577'STATION IS ABOUT 5 MILES W AND 1-1/4 MILES S OF GENOA, IN NW 1/4
 MK1577'OF SEC. 19, T 17 N, R 4 W, ON LAND OWNED BY JOHN OLSEN, AND
 MK1577'OCCUPIED BY CHESTER ENGSTROM WHO LIVES ABOUT 0.3 MILE NW OF THE
 MK1577'STATION.  THE STATION IS IN THE CULTIVATED FIELD JUST INSIDE THE
 MK1577'N FENCE LINE OF THE ROAD.  IT IS 3.34 METERS FROM THE FENCE LINE
 MK1577'AND 10.13 METERS FROM THE CENTER LINE OF THE ROAD.
 MK1577'
 MK1577'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1577'DISKS SET IN CONCRETE.
 MK1577'
 MK1577'REFERENCE MARK NO. 1 IS ABOUT 0.3 MILE FROM THE STATION, 9.24
 MK1577'METERS S FROM THE CENTER LINE OF THE ROAD AND 4.63 METERS FROM
 MK1577'THE SECTION CORNER.  REFERENCE MARK NO. 2 IS IN THE CULTIVATED
 MK1577'FIELD ACROSS THE ROAD FROM THE STATION 0.49 METER FROM THE S
 MK1577'FENCE LINE, 6.51 METERS FROM THE CENTER LINE OF THE ROAD AND
 MK1577'16.64 METERS FROM THE STATION.
 MK1577'
 MK1577'TO REACH FROM GENOA POST OFFICE GO W ON HIGHWAY 13 FOR 5-3/4
 MK1577'MILES TO KENT WHERE A LARGE ELEVATOR WITH KENT AND BURKE WRITTEN
 MK1577'ON IT WILL BE SEEN AT THE N SIDE OF THE ROAD.  TURN N ON THE
 MK1577'SECTION LINE JUST E OF THIS ELEVATOR AND GO 1.5 MILES.  THEN
 MK1577'TURN W ABOUT 3/4 MILE TO THE HIGHEST POINT ON THE ROAD AND THE
 MK1577'STATION WILL BE ON THE N SIDE OF THE ROAD.
 MK1577'
 MK1577'TO REACH FROM FULLERTON FOLLOW E ON HIGHWAY 13 FOR 11 MILES
 MK1577'TO KENT AND TURN N ON SECTION-LINE ROAD E OF ELEVATOR AS DESCRIBED.
 MK1577'
 MK1577'HEIGHT OF SIGNAL ABOVE STATION MARK - 9 METERS.
 MK1577
 MK1577                          STATION RECOVERY (1934)
 MK1577
 MK1577'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 MK1577'STATION IS 5 MILES W AND 1 MILE S OF THE TOWN OF GENOA, IN NW
 MK1577'1/4 SEC. 19, T 17 N, R 4 W, IN RIGHT-OF-WAY OF PUBLIC ROAD WHICH
 MK1577'FOLLOWS E-W CENTER LINE OF SECTION.  THE MARK IS IN THE N ROAD
 MK1577'DITCH, 10 FEET S OF N FENCE LINE AND 23 FEET N OF CENTER LINE
 MK1577'OF ROAD.  THE STATION MARK HAS BEEN PARTIALLY UNCOVERED BUT IS
 MK1577'IN NO DANGER OF BEING DESTROYED AT PRESENT TIME.  REFERENCE
 MK1577'MARKS ARE IN GOOD CONDITION.
 MK1577'
 MK1577'TO REACH THE GENOA POST OFFICE PROCEED 1.7 MILES SW FROM THE
 MK1577'JUNCTION OF STATE HIGHWAYS 39 AND 22 IN GENOA, THEN 4 MILES W TO
 MK1577'THE STATION.
 MK1577'
 MK1577'TO REACH FROM FULLERTON GO E ON STATE HIGHWAY 22 ABOUT 11 MILES
 MK1577'TO KENT AND BURKE ELEVATOR AT KENT SIDING, THEN N 1-1/2 MILES
 MK1577'AND W ABOUT 3/4 MILE TO THE STATION.
 MK1577
 MK1577                          STATION RECOVERY (1950)
 MK1577
 MK1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1577'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MK1577'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS USED AS AN
 MK1577'AZIMUTH MARK AND A REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 MK1577'DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1
 MK1577'AND IN THE DISTANCE TO REFERENCE MARK NO. 2.  A COMPLETE NEW
 MK1577'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 6 MILES WEST
 MK1577'SOUTHWEST OF GENOA ON THE RIGHT OF WAY OF DIRT ROAD.  STATION
 MK1577'IS 26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 12 FEET
 MK1577'SOUTH OF TELEPHONE POLE, 12 FEET SOUTHWEST OF WITNESS POST
 MK1577'AND 9 FEET SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE
 MK1577'SURFACE AND THE DISK IS STAMPED GENOA 1930.
 MK1577'
 MK1577'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 62 FEET SOUTH OF THE
 MK1577'APPROXIMATE CENTERLINE OF ROAD, 5 FEET NORTH OF LARGE TREE AND 3
 MK1577'FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES AND
 MK1577'THE DISK IS STAMPED GENOA NO 1 1930.
 MK1577'
 MK1577'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE APPROXIMATE
 MK1577'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 MK1577'DISK IS STAMPED GENOA NO 2 1930.
 MK1577'
 MK1577'REFERENCE MARK NO. 3 IS 34 FEET NORTH OF THE APPROXIMATE
 MK1577'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 MK1577'ABOUT 3 INCHES AND THE DISK IS STAMPED GENOA NO 3 1950.
 MK1577'
 MK1577'TO REACH FROM THE POST OFFICE IN GENOA GO WEST ON STATE ROUTE
 MK1577'22 FOR 0.55 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE SOUTHWEST
 MK1577'ON STATE ROUTE 22 FOR 1.4 MILES TO CROSSROADS.  TURN RIGHT AND
 MK1577'GO WEST FOR 3.75 MILES TO REFERENCE MARK NO. 1 ON LEFT OR SOUTH
 MK1577'SIDE OF ROAD AS DESCRIBED.
 MK1577'
 MK1577'CONTINUE WEST FOR 0.3 MILE TO STATION ON RIGHT OR NORTH SIDE OF
 MK1577'ROAD AS DESCRIBED.
 MK1577'
 MK1577'1950 OBSERVATIONS TAKEN FROM A 37 FOOT STEEL TOWER.
 MK1577
 MK1577                          STATION RECOVERY (1950)
 MK1577
 MK1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1577'8 MI W FROM GENOA.
 MK1577'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1577'AT GENOA, THENCE 1.45 MILES NORTH ALONG A DIRT ROAD, THENCE
 MK1577'0.85 MILE WEST ALONG A DIRT ROAD, 209 FEET EAST OF THE CENTER
 MK1577'LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE, 25 FEET
 MK1577'NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF A FENCE,
 MK1577'12 FEET SOUTHWEST OF A WITNESS POST, 12 FEET SOUTHEAST OF THE
 MK1577'FIRST TELEPHONE POLE EAST OF THE PRIVATE DRIVEWAY, SET IN THE
 MK1577'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1577
 MK1577                          STATION RECOVERY (2010)
 MK1577
 MK1577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1578 ***********************************************************************
 MK1578  DESIGNATION -  GENOA RM 2
 MK1578  PID         -  MK1578
 MK1578  STATE/COUNTY-  NE/NANCE
 MK1578  COUNTRY     -  US
 MK1578  USGS QUAD   -  FULLERTON NE (2017)
 MK1578
 MK1578                         *CURRENT SURVEY CONTROL
 MK1578  ______________________________________________________________________
 MK1578* NAD 83(1986) POSITION- 41 25 50.21   (N) 097 49 37.86   (W)   HD_HELD1
 MK1578* NAVD 88 ORTHO HEIGHT -   549.004 (meters)     1801.19  (feet) ADJUSTED
 MK1578  ______________________________________________________________________
 MK1578  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 MK1578  DYNAMIC HEIGHT  -        548.748 (meters)     1800.35  (feet) COMP
 MK1578  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 MK1578
 MK1578  VERT ORDER      -  SECOND    CLASS 0
 MK1578
 MK1578.The horizontal coordinates were determined by differentially corrected
 MK1578.hand held GPS observations or other comparable positioning techniques
 MK1578.and have an estimated accuracy of +/- 3 meters.
 MK1578
 MK1578.The orthometric height was determined by differential leveling and
 MK1578.adjusted by the NATIONAL GEODETIC SURVEY
 MK1578.in June 1991.
 MK1578
 MK1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1578.GEOID18 height accuracy estimate available here.
 MK1578
 MK1578.Click photographs - Photos may exist for this station.
 MK1578
 MK1578.The dynamic height is computed by dividing the NAVD 88
 MK1578.geopotential number by the normal gravity value computed on the
 MK1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1578.degrees latitude (g = 980.6199 gals.).
 MK1578
 MK1578.The modeled gravity was interpolated from observed gravity values.
 MK1578
 MK1578;                    North         East    Units  Estimated Accuracy
 MK1578;SPC NE       -   179,619.7     681,534.4     MT  (+/- 3 meters HH1 GPS) 
 MK1578
 MK1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9799187224(NAD 83)
 MK1578
 MK1578                          SUPERSEDED SURVEY CONTROL
 MK1578
 MK1578  NGVD 29 (??/??/92)  548.790  (m)         1800.49   (f) ADJ UNCH    2 0
 MK1578
 MK1578.Superseded values are not recommended for survey control.
 MK1578
 MK1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1578.See file dsdata.pdf to determine how the superseded data were derived.
 MK1578
 MK1578_MARKER: DB = BENCH MARK DISK
 MK1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1578_STAMPING: GENOA NO 2 1930
 MK1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1578+STABILITY: SURFACE MOTION
 MK1578
 MK1578  HISTORY     - Date     Condition        Report By
 MK1578  HISTORY     - 1930     MONUMENTED       CGS
 MK1578  HISTORY     - 1950     GOOD             CGS
 MK1578
 MK1578                          STATION DESCRIPTION
 MK1578
 MK1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1578'8 MI W FROM GENOA.
 MK1578'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1578'AT GENOA, THENCE 1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.85
 MK1578'MILE WEST ALONG A DIRT ROAD, 209 FEET EAST OF THE EXTENDED CENTER
 MK1578'LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE, 56 FEET
 MK1578'WEST OF A POWER POLE, 54.6 FEET SOUTH OF TRIANGULATION STATION
 MK1578'GENOA 1930, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN
 MK1578'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MK1578'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1139 ***********************************************************************
 ML1139  DESIGNATION -  GENT
 ML1139  PID         -  ML1139
 ML1139  STATE/COUNTY-  NE/CUSTER
 ML1139  COUNTRY     -  US
 ML1139  USGS QUAD   -  SARGENT EAST (2017)
 ML1139
 ML1139                         *CURRENT SURVEY CONTROL
 ML1139  ______________________________________________________________________
 ML1139* NAD 83(1995) POSITION- 41 42 24.37117(N) 099 21 16.92738(W)   ADJUSTED
 ML1139* NAVD 88 ORTHO HEIGHT -   797.3   (meters)     2616.    (feet) VERTCON
 ML1139  ______________________________________________________________________
 ML1139  GEOID HEIGHT    -        -23.117 (meters)                     GEOID18
 ML1139  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 ML1139  HORZ ORDER      -  FIRST
 ML1139
 ML1139.The horizontal coordinates were established by classical geodetic methods
 ML1139.and adjusted by the National Geodetic Survey in August 1997.
 ML1139
 ML1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1139
 ML1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1139.GEOID18 height accuracy estimate available here.
 ML1139
 ML1139.Click photographs - Photos may exist for this station.
 ML1139
 ML1139.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1139
 ML1139. The following values were computed from the NAD 83(1995) position.
 ML1139
 ML1139;                    North         East     Units Scale Factor Converg.
 ML1139;SPC NE       -   208,199.629   553,689.668   MT  0.99966472   +0 25 39.5
 ML1139;SPC NE       -   683,068.28  1,816,563.52   sFT  0.99966472   +0 25 39.5
 ML1139;UTM  14      - 4,617,280.816   470,489.921   MT  0.99961072   -0 14 09.6
 ML1139
 ML1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1139!SPC NE       -   0.99987859  x   0.99966472  =   0.99954335
 ML1139!UTM  14      -   0.99987859  x   0.99961072  =   0.99948936
 ML1139
 ML1139:                Primary Azimuth Mark                     Grid Az
 ML1139:SPC NE       -  GENT RM 3 AZIMUTH                        042 15 15.9
 ML1139:UTM  14      -  GENT RM 3 AZIMUTH                        042 55 05.0
 ML1139
 ML1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7048917280(NAD 83)
 ML1139
 ML1139|---------------------------------------------------------------------|
 ML1139| PID    Reference Object                     Distance      Geod. Az  |
 ML1139|                                                           dddmmss.s |
 ML1139| CN9378 GENT RM 3 AZIMUTH                                  0424055.4 |
 ML1139| CN9377 GENT RM 1                             9.367 METERS 09259     |
 ML1139| ML1140 SARGENT                               8.074 METERS 18347     |
 ML1139| ML1136 SARGENT CABLE TV MAST               APPROX. 6.6 KM 1894019.8 |
 ML1139| ML1137 SARGENT MUN TANK                    APPROX. 7.4 KM 1901345.7 |
 ML1139| ML1138 SARGENT REGION 26 RADIO MAST        APPROX. 1.5 KM 2483501.3 |
 ML1139|---------------------------------------------------------------------|
 ML1139
 ML1139                          SUPERSEDED SURVEY CONTROL
 ML1139
 ML1139  NAD 83(1986)-  41 42 24.37732(N)    099 21 16.93455(W) AD(       ) 1
 ML1139  NAD 27      -  41 42 24.35580(N)    099 21 15.55580(W) AD(       ) 1
 ML1139  NGVD 29 (07/19/86)  797.0    (m)         2615.     (f) VERT ANG       
 ML1139
 ML1139.Superseded values are not recommended for survey control.
 ML1139
 ML1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1139.See file dsdata.pdf to determine how the superseded data were derived.
 ML1139
 ML1139_MARKER: DS = TRIANGULATION STATION DISK
 ML1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1139_STAMPING: GENT 1972
 ML1139_MARK LOGO: CGS
 ML1139_PROJECTION: FLUSH
 ML1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1139+STABILITY: SURFACE MOTION
 ML1139
 ML1139  HISTORY     - Date     Condition        Report By
 ML1139  HISTORY     - 1972     MONUMENTED       NGS
 ML1139
 ML1139                          STATION DESCRIPTION
 ML1139
 ML1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1139'THE STATION IS LOCATED ABOUT 13 MILES WEST-SOUTHWEST OF
 ML1139'BURWELL, 5 MILES NORTH OF SARGENT, AND 4.5 MILES SOUTH OF TAYLOR
 ML1139'ON A GRASSY RIDGE IN PASTURE LAND OWNED BY MR. FRANK RUZICKA
 ML1139'WHO LIVES 1.75 MILES SOUTH-SOUTHWEST OF THE STATION, PHONE
 ML1139'NUMBER 527-3673.
 ML1139'
 ML1139'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 ML1139'IN SARGENT GO EAST 0.1 MILE TO U.S. HIGHWAY 183.  TURN LEFT AND
 ML1139'GO NORTH ON U.S. HIGHWAY 183 FOR 3.6 MILES TO A GRAVELED SIDE
 ML1139'ROAD ON THE RIGHT.  BEAR RIGHT AND CONTINUE NORTH ON GRAVELED
 ML1139'ROAD 1.4 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND
 ML1139'GO EAST UP VALLEY ON BLADED ROAD 0.7 MILE TO A CATTLEGUARD ON
 ML1139'TOP OF A RIDGE.  (TO REACH R.M. 3 FROM THIS POINT CONTINUE
 ML1139'EAST, DOWNHILL, ON TRACK ROAD FOR 0.5 MILE TO THE MARK ON LEFT
 ML1139'SIDE OF ROAD JUST AFTER PASSING A WINDMILL.) CROSS
 ML1139'CATTLEGUARD, TURN RIGHT, AND GO SOUTH UP RIDGE ON DIM TRACKS
 ML1139'0.2 MILE TO WIRE GATE.  PASS THROUGH AND CONTINUE SOUTH
 ML1139'0.05 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE SOUTH UP
 ML1139'RIDGE 0.1 MILE TO HIGHEST POINT AND STATION.
 ML1139'
 ML1139'THE STATION MARK IS A STANDARD DISK STAMPED GENT 1972 CEMENTED
 ML1139'IN THE TOP OF A 14-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 ML1139'SET FLUSH WITH THE GROUND.  IT IS 27.4 FEET NORTH OF A METAL
 ML1139'WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS SET 42 INCHES
 ML1139'DEEP.
 ML1139'
 ML1139'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GENT NO 1 1972
 ML1139'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1139'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 41.3 FEET
 ML1139'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND ABOUT 1.5 FEET
 ML1139'LOWER THAN THE STATION.
 ML1139'
 ML1139'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED SARGENT 1949
 ML1139'SET IN THE TOP OF A 6 X 6-INCH PRECAST CONCRETE POST PROJECTING
 ML1139'5 INCHES ABOVE GROUND SERVES AS REFERENCE MARK 2.  IT IS 0.8
 ML1139'FOOT NORTH OF METAL WITNESS POST WITH SIGN AND AT THE SAME
 ML1139'ELEVATION AS THE STATION.
 ML1139'
 ML1139'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GENT NO 3 1972
 ML1139'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1139'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 26.5 FEET
 ML1139'NORTH OF THE CENTER OF A TRACK ROAD, 2.1 FEET EAST OF A METAL
 ML1139'WITNESS POST WITH SIGN, AND 1 FOOT SOUTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1134 ***********************************************************************
 ML1134  DESIGNATION -  GERANIUM
 ML1134  PID         -  ML1134
 ML1134  STATE/COUNTY-  NE/VALLEY
 ML1134  COUNTRY     -  US
 ML1134  USGS QUAD   -  COMSTOCK (2017)
 ML1134
 ML1134                         *CURRENT SURVEY CONTROL
 ML1134  ______________________________________________________________________
 ML1134* NAD 83(1995) POSITION- 41 34 55.67483(N) 099 09 16.36091(W)   ADJUSTED
 ML1134* NAVD 88 ORTHO HEIGHT -   757.9   (meters)     2487.    (feet) VERTCON
 ML1134  ______________________________________________________________________
 ML1134  GEOID HEIGHT    -        -23.509 (meters)                     GEOID18
 ML1134  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 ML1134  HORZ ORDER      -  FIRST
 ML1134
 ML1134.The horizontal coordinates were established by classical geodetic methods
 ML1134.and adjusted by the National Geodetic Survey in August 1997.
 ML1134
 ML1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1134
 ML1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1134.GEOID18 height accuracy estimate available here.
 ML1134
 ML1134.Click photographs - Photos may exist for this station.
 ML1134
 ML1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1134
 ML1134. The following values were computed from the NAD 83(1995) position.
 ML1134
 ML1134;                    North         East     Units Scale Factor Converg.
 ML1134;SPC NE       -   194,505.467   570,477.885   MT  0.99965948   +0 33 37.0
 ML1134;SPC NE       -   638,140.02  1,871,642.86   sFT  0.99965948   +0 33 37.0
 ML1134;UTM  14      - 4,603,394.033   487,117.580   MT  0.99960204   -0 06 09.3
 ML1134
 ML1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1134!SPC NE       -   0.99988483  x   0.99965948  =   0.99954435
 ML1134!UTM  14      -   0.99988483  x   0.99960204  =   0.99948692
 ML1134
 ML1134:                Primary Azimuth Mark                     Grid Az
 ML1134:SPC NE       -  GERANIUM RM 3 AZIMUTH                    359 24 54.2
 ML1134:UTM  14      -  GERANIUM RM 3 AZIMUTH                    000 04 40.5
 ML1134
 ML1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8711703394(NAD 83)
 ML1134
 ML1134|---------------------------------------------------------------------|
 ML1134| PID    Reference Object                     Distance      Geod. Az  |
 ML1134|                                                           dddmmss.s |
 ML1134| CN9379 GERANIUM RM 1                         8.855 METERS 00225     |
 ML1134| CN8584 GERANIUM RM 2                        14.443 METERS 22948     |
 ML1134| CN8585 GERANIUM RM 3 AZIMUTH                              3595831.2 |
 ML1134|---------------------------------------------------------------------|
 ML1134
 ML1134                          SUPERSEDED SURVEY CONTROL
 ML1134
 ML1134  NAD 83(1986)-  41 34 55.68022(N)    099 09 16.36735(W) AD(       ) 1
 ML1134  NAD 27      -  41 34 55.64965(N)    099 09 15.02441(W) AD(       ) 1
 ML1134  NGVD 29 (07/19/86)  757.6    (m)         2486.     (f) VERT ANG       
 ML1134
 ML1134.Superseded values are not recommended for survey control.
 ML1134
 ML1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1134.See file dsdata.pdf to determine how the superseded data were derived.
 ML1134
 ML1134_MARKER: DS = TRIANGULATION STATION DISK
 ML1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1134_STAMPING: GERANIUM 1972
 ML1134_MARK LOGO: CGS
 ML1134_PROJECTION: FLUSH
 ML1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1134+STABILITY: SURFACE MOTION
 ML1134
 ML1134  HISTORY     - Date     Condition        Report By
 ML1134  HISTORY     - 1972     MONUMENTED       NGS
 ML1134
 ML1134                          STATION DESCRIPTION
 ML1134
 ML1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1134'THE STATION IS LOCATED 12 MILES WEST OF ORD, 11.25 MILES NORTH
 ML1134'OF ARCADIA AND 5 MILES NORTHEAST OF COMSTOCK ON THE EAST SIDE
 ML1134'RIGHT-OF-WAY OF AN INCOMPLETE SECTION LINE ROAD AT THE TOP
 ML1134'OF A HILL.
 ML1134'
 ML1134'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 ML1134'IN COMSTOCK GO EAST OUT OF TOWN 3.7 MILES TO A GRADED, GRAVELED
 ML1134'CROSSROAD.  TURN LEFT AND GO NORTH 3.1 MILES TO A GRADED
 ML1134'CROSSROAD.  TURN RIGHT AND GO EAST 1.0 MILE TO A CROSSROAD.  TURN
 ML1134'RIGHT AND GO SOUTH ON GRADED DIRT ROAD 0.7 MILE TO REFERENCE
 ML1134'MARK 3 WHICH SERVES AS THE AZIMUTH MARK ON THE LEFT AT THE TOP
 ML1134'OF A HILL.  CONTINUE SOUTH, UP HILL, 0.3 MILE TO THE STATION
 ML1134'ON THE LEFT JUST BEFORE REACHING A FENCE ACROSS THE ROAD.
 ML1134'
 ML1134'THE STATION MARK IS A STANDARD DISK STAMPED GERANIUM 1972
 ML1134'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1134'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 197 FEET NORTH OF
 ML1134'THE EAST GATE POST OF THE FENCE ACROSS THE ROAD, 15 FEET EAST OF
 ML1134'THE APPROXIMATE CENTER OF THE ROAD, AND 2.3 FEET WEST OF THE
 ML1134'EAST RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS ABOUT 42
 ML1134'INCHES BELOW GROUND.
 ML1134'
 ML1134'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GERANIUM NO 1 1972
 ML1134'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1134'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 18 FEET EAST OF
 ML1134'THE APPROXIMATE CENTER OF THE ROAD, 0.9 FOOT WEST OF THE EAST
 ML1134'RIGHT-OF-WAY FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 ML1134'
 ML1134'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GERANIUM NO 2
 ML1134'1972 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 ML1134'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 22
 ML1134'FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 1.1 FEET
 ML1134'EAST OF THE WEST RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER
 ML1134'THAN THE STATION.
 ML1134'
 ML1134'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GERANIUM NO 3 1972
 ML1134'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1134'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 13.5 FEET EAST
 ML1134'OF THE APPROXIMATE CENTER OF THE ROAD, AND 1.3 FEET WEST OF THE
 ML1134'EAST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1106 ***********************************************************************
 LH1106  DESIGNATION -  GERDIS RESET
 LH1106  PID         -  LH1106
 LH1106  STATE/COUNTY-  NE/CLAY
 LH1106  COUNTRY     -  US
 LH1106  USGS QUAD   -  HARVARD (2017)
 LH1106
 LH1106                         *CURRENT SURVEY CONTROL
 LH1106  ______________________________________________________________________
 LH1106* NAD 83(1995) POSITION- 40 31 51.74482(N) 098 06 29.77498(W)   ADJUSTED
 LH1106* NAVD 88 ORTHO HEIGHT -   553.3   (meters)     1815.    (feet) VERTCON
 LH1106  ______________________________________________________________________
 LH1106  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 LH1106  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 LH1106  HORZ ORDER      -  SECOND
 LH1106
 LH1106.The horizontal coordinates were established by classical geodetic methods
 LH1106.and adjusted by the National Geodetic Survey in August 1997.
 LH1106
 LH1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1106
 LH1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1106.GEOID18 height accuracy estimate available here.
 LH1106
 LH1106.Click photographs - Photos may exist for this station.
 LH1106
 LH1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1106
 LH1106. The following values were computed from the NAD 83(1995) position.
 LH1106
 LH1106;                    North         East     Units Scale Factor Converg.
 LH1106;SPC NE       -    79,219.650   660,239.201   MT  0.99980203   +1 15 13.1
 LH1106;SPC NE       -   259,906.47  2,166,134.78   sFT  0.99980203   +1 15 13.1
 LH1106;UTM  14      - 4,487,082.156   575,525.295   MT  0.99967021   +0 34 46.3
 LH1106
 LH1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1106!SPC NE       -   0.99991725  x   0.99980203  =   0.99971929
 LH1106!UTM  14      -   0.99991725  x   0.99967021  =   0.99958748
 LH1106
 LH1106:                Primary Azimuth Mark                     Grid Az
 LH1106:SPC NE       -  GERDIS AZ MK 2                           162 38 44.9
 LH1106:UTM  14      -  GERDIS AZ MK 2                           163 19 11.7
 LH1106
 LH1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7552587082(NAD 83)
 LH1106
 LH1106|---------------------------------------------------------------------|
 LH1106| PID    Reference Object                     Distance      Geod. Az  |
 LH1106|                                                           dddmmss.s |
 LH1106| LH1105 HARVARD MUNICIPAL STANDPIPE         APPROX.10.0 KM 0053118.8 |
 LH1106| LH1107 CLAY CENTER MUN STANDPIPE           APPROX. 4.6 KM 1044956.1 |
 LH1106| CN8587 GERDIS AZ MK 2                                     1635358.0 |
 LH1106| CN8586 GERDIS AZ MK RESET                                 1635414.9 |
 LH1106| LH1158 FAIRFIELD MUNICIPAL TANK            APPROX.11.3 KM 1794637.5 |
 LH1106| LH1108 GERDIS RM 1                          30.737 METERS 23814     |
 LH1106| LH1113 GLENVIL MUNICIPAL TANK              APPROX.13.0 KM 2552152.0 |
 LH1106| CN8589 GERDIS RM 3                          46.165 METERS 32703     |
 LH1106| CN8588 GERDIS RM 2                          46.143 METERS 32711     |
 LH1106|---------------------------------------------------------------------|
 LH1106
 LH1106                          SUPERSEDED SURVEY CONTROL
 LH1106
 LH1106  NAD 83(1986)-  40 31 51.75207(N)    098 06 29.77542(W) AD(       ) 2
 LH1106  NAD 27      -  40 31 51.70800(N)    098 06 28.59600(W) AD(       ) 2
 LH1106  NGVD 29 (07/19/86)  553.1    (m)         1815.     (f) VERT ANG       
 LH1106
 LH1106.Superseded values are not recommended for survey control.
 LH1106
 LH1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1106.See file dsdata.pdf to determine how the superseded data were derived.
 LH1106
 LH1106_MARKER: DS = TRIANGULATION STATION DISK
 LH1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1106_STAMPING: GERDIS 1951 1967
 LH1106_MARK LOGO: CGS
 LH1106_PROJECTION: FLUSH
 LH1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1106+STABILITY: SURFACE MOTION
 LH1106
 LH1106  HISTORY     - Date     Condition        Report By
 LH1106  HISTORY     - 1951     MONUMENTED       CGS
 LH1106  HISTORY     - 1964     GOOD             CGS
 LH1106  HISTORY     - 1967     GOOD             CGS
 LH1106  HISTORY     - 1969     GOOD             CGS
 LH1106  HISTORY     - 1970     GOOD             NGS
 LH1106
 LH1106                          STATION DESCRIPTION
 LH1106
 LH1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1106'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF HARVARD AND 2.5
 LH1106'MILES NORTHWEST OF CLAY CENTER.  IT IS 102.0 FEET EAST-NORTHEAST
 LH1106'OF A WITNESS POST, 43.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1106'GRAVELED ROAD AND 33.0 FEET NORTH OF THE CENTER OF A FARM YARD
 LH1106'LANE.  IT IS SET FLUSH AND STAMPED GERDIS 1951.
 LH1106'
 LH1106'REFERENCE MARK NO. 1 IS 45.0 FEET WEST OF THE CENTER OF A
 LH1106'NORTH-SOUTH GRAVELED ROAD, 13.0 FEET NORTHWEST OF A POWER LINE
 LH1106'POLE, 1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF
 LH1106'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1106'GERDIS NO 1 1951.
 LH1106'
 LH1106'REFERENCE MARK NO. 2 IS 45.0 FEET WEST OF THE CENTER OF A
 LH1106'NORTH-SOUTH GRAVELED ROAD, 35.0 FEET SOUTH OF A POWER LINE POLE
 LH1106'AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3
 LH1106'INCHES AND IS STAMPED GERDIS NO 2 1951.
 LH1106'
 LH1106'THE DISTANCE BETWEEN REFERENCE MARKS IS 180.3 FEET.
 LH1106'
 LH1106'THE AZIMUTH MARK 34.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1106'GRAVELED ROAD, 5.0 FEET SOUTHWEST OF A POWER LINE POLE, 3.0 FEET
 LH1106'SOUTHWEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF AN EAST-WEST
 LH1106'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED GERDIS 1951.
 LH1106'
 LH1106'TO REACH THE STATION FROM THE CROSS STREET SOUTHEAST OF
 LH1106'THE DEPOT IN CLAY CENTER, GO NORTH ON A GRAVELED STREET FOR
 LH1106'0.2 MILE TO A T INTERSECTION, TURN LEFT, WEST, ON A GRAVELED ROAD
 LH1106'FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1106'CONTINUE WEST FOR 0.1 MILE TO A T INTERSECTION AND THE EAST
 LH1106'BOUNDRY OF THE NAVAL DEPOT AREA, TURN RIGHT, NORTH, ON A
 LH1106'GRAVELED ROAD FOR 0.45 MILE TO A FARM YARD LANE AND THE STATION
 LH1106'ON THE RIGHT AS DESCRIBED.
 LH1106'
 LH1106'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1106
 LH1106                          STATION RECOVERY (1964)
 LH1106
 LH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1106'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1106'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WOULD BE
 LH1106'COVERED BY LAND LEVELING OF ADJOINING FIELD, SO THE MARK WAS
 LH1106'BUILT UP WITH CONCRETE FOR 18 INCHES, SO IT WOULD PROJECT 2
 LH1106'INCHES AFTER THE FIELD WAS LEVELED.  THE ORIGINAL DESCRIPTION
 LH1106'BY R.L.E. IN 1951 WAS ADEQUATE.  A SHORT DESCRIPTION FOR THE
 LH1106'NEW AZIMUTH MARK FOLLOWS.  THE NEW AZIMUTH MARK DISK WAS SET
 LH1106'PLUMB OVER THE OLD AZIMUTH MARK DISK.
 LH1106'
 LH1106'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, 34
 LH1106'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD, 5 FEET SOUTHWEST OF
 LH1106'THE 6TH POWER POLE EAST OF A T-ROAD INTERSECTION, AND 1 FOOT
 LH1106'SOUTH OF A FENCE AND NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 LH1106'WILL PROJECT 2 INCHES AND THE DISK IS STAMPED GERDIS 1951 RESET
 LH1106'1964.
 LH1106
 LH1106                          STATION RECOVERY (1967)
 LH1106
 LH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1106'STATION LOCATION IS ADEQUATE.  DUE TO CHANGES IN ROADS AND
 LH1106'MEASUREMENTS, A NEW DESCRIPTION FOLLOWS.  A CHECK WAS MADE OF
 LH1106'DISTANCE AND DIRECTION TO ALL MARKS AND A DIFFERENCE WAS NOTED
 LH1106'BOTH IN DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2.
 LH1106'THEREFORE THE SURFACE MARK WAS REMOVED AND THE SUB-SURFACE MARK
 LH1106'OCCUPIED ON A SEPARATE DAY BY ANOTHER OBSERVER.  HIS
 LH1106'OBSERVATIONS COMPLETELY MATCHED THE FIRST DAYS WORK.  AS ALL
 LH1106'MARKS ARE EXCEPTIONALLY SOLID IN THE GROUND THERE IS A
 LH1106'POSSIBILITY OF ERROR IN THE 1951 OCCUPATION.
 LH1106'
 LH1106'TO REACH THE STATION FROM THE POST OFFICE IN CLAY CENTER, GO
 LH1106'NORTH FOR 0.3 MILE TO INTERSECTION, TURN LEFT AND GO WEST FOR
 LH1106'0.25 MILE TO END OF PAVEMENT, CONTINUE WEST, NOW ON GRAVELED
 LH1106'ROAD, FOR 2.35 MILES TO AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF
 LH1106'THE ROAD AS DESCRIBED.  CONTINUE WEST ON GRAVELED ROAD FOR
 LH1106'0.1 MILE TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.45 MILE TO
 LH1106'STATION ON THE RIGHT, EAST SIDE OF THE ROAD, AS DESCRIBED.
 LH1106'
 LH1106'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET
 LH1106'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1106'SURFACE OF THE GROUND AND IS STAMPED GERDIS 1951 1967.  IT IS 39
 LH1106'FEET EAST OF CENTER OF A GRAVELED ROAD, 32 FEET NORTH OF CENTER
 LH1106'OF A FARM DRIVEWAY AND 8.9 FEET EAST-NORTHEAST OF A POWERLINE
 LH1106'POLE.
 LH1106'
 LH1106'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1106'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 LH1106'AND IS STAMPED GERDIS NO 1 1951.  IT IS 44 FEET WEST OF CENTER
 LH1106'OF THE GRAVELED ROAD, 1.3 FEET NORTH OF A WOOD WITNESS POST AND
 LH1106'1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 LH1106'
 LH1106'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 LH1106'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LH1106'AND IS STAMPED GERDIS NO 2 1951.  IT IS 44 FEET WEST OF CENTER
 LH1106'OF THE GRAVELED ROAD, AND 1.3 FEET EAST OF A NORTH-SOUTH
 LH1106'FENCELINE.
 LH1106'
 LH1106'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1106'ROUND CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND IS STAMPED
 LH1106'GERDIS 1951 RESET 1964.  IT IS 34 FEET SOUTH OF CENTER OF A
 LH1106'GRAVELED ROAD, 5.0 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 1.8
 LH1106'FEET SOUTH OF AN EAST-WEST FENCELINE AND 1.0 FOOT SOUTH-SOUTHWEST
 LH1106'OF A METAL WITNESS POST.
 LH1106'
 LH1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1106'NORTHWEST OF CLAY CENTER.
 LH1106
 LH1106                          STATION RECOVERY (1969)
 LH1106
 LH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1106'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LH1106'CONDITION.  AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 LH1106'SO A NEW AZIMUTH MARK WAS SET AT THE REQUEST OF THE COUNTY
 LH1106'HIGHWAY DEPARTMENT.  THE MARK IS A STANDARD DISK SET IN THE TOP
 LH1106'OF A ROUND CONCRETE POST AND STAMPED GERDIS 1951 1969.  IT IS 80
 LH1106'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND 1 FOOT EAST
 LH1106'OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 LH1106'
 LH1106'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LH1106'
 LH1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MI. NW
 LH1106'OF CLAY CENTER.
 LH1106
 LH1106                          STATION RECOVERY (1970)
 LH1106
 LH1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LH1106'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK 1969
 LH1106'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LH1106'WAS FOUND WITH THE DISK SHEARED OFF OF THE TOP OF THE CONCRETE
 LH1106'POST.  THE MEASUREMENTS IN THE 1969 DESCRIPTION TO THE REFERENCE
 LH1106'MARKS WERE FOUND TO BE REVERSED.  THE DISTANCE TO REFERENCE MARK
 LH1106'NO. 1 FAILED TO CHECK BY 0.14 FEET AND THE DIRECTION FAILED TO
 LH1106'CHECK BY 4 MINUTES AND 07 SECONDS.  THE ANGLE BETWEEN THE
 LH1106'AZIMUTH MARK 1969 AND THE GLENVIL, MUNICIPAL WATER TANK, 1951
 LH1106'FAILED TO CHECK BY 6.4 SECONDS.
 LH1106'
 LH1106'REFERENCE MARK NO. 3 WAS SET IN THE TOP OF THE OLD CONCRETE POST
 LH1106'FOR REFERENCE MARK NO. 2.
 LH1106'
 LH1106'FOLLOWING IS A COMPLETE DESCRIPTION.
 LH1106'
 LH1106'TO REACH THE STATION FROM THE CROSS STREET SOUTHEAST OF THE
 LH1106'DEPOT IN CLAY CENTER, GO NORTH ON A GRAVELED STREET FOR 0.2
 LH1106'MILE TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A GRAVELED
 LH1106'ROAD FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LH1106'WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE
 LH1106'RIGHT AND THE EAST BOUNDARY OF THE NAVAL DEPOT AREA.  TURN RIGHT
 LH1106'AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE
 LH1106'AND DRIVE, AND THE STATION ON THE RIGHT.
 LH1106'
 LH1106'STATION MARK, A STANDARD DISK STAMPED GERDIS 1951 1967, IS SET
 LH1106'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LH1106'SURFACE OF THE GROUND.  IT IS 70.5 FEET NORTHWEST OF THE
 LH1106'NORTHWEST CORNER OF A BARN, 40 FEET EAST OF THE CENTER OF A
 LH1106'GRAVELED ROAD, 32.5 FEET NORTH OF THE CENTER OF A DRIVEWAY
 LH1106'SOUTHWEST OF FARM HOUSE, AND 9 FEET NORTHEAST OF THE CENTER
 LH1106'OF A POWERLINE POLE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1106'
 LH1106'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GERDIS NO. 1 1951,
 LH1106'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1106'INCHES.  IT IS 45 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 LH1106'1.5 FEET WEST OF A FENCE, AND 0.5 FEET EAST OF A METAL
 LH1106'WITNESS POST.
 LH1106'
 LH1106'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GERDIS 1951 NO.
 LH1106'3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LH1106'PROJECTS 4 INCHES.  IT IS 45 FEET WEST OF THE CENTER OF A
 LH1106'GRAVELED ROAD AND 1.5 FEET WEST OF A FENCE.
 LH1106'
 LH1106'AZIMUTH MARK, A STANDARD DISK STAMPED GERDIS 1951 1969, IS SET
 LH1106'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 LH1106'IS 118.5 WEST OF A POWERLINE POLE, 80 FEET SOUTH OF THE CENTER
 LH1106'OF A GRAVELED ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.
 LH1106'
 LH1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES NORTHWEST
 LH1106'OF CLAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1108 ***********************************************************************
 LH1108  DESIGNATION -  GERDIS RM 1
 LH1108  PID         -  LH1108
 LH1108  STATE/COUNTY-  NE/CLAY
 LH1108  COUNTRY     -  US
 LH1108  USGS QUAD   -  HARVARD (2017)
 LH1108
 LH1108                         *CURRENT SURVEY CONTROL
 LH1108  ______________________________________________________________________
 LH1108* NAD 83(1995) POSITION- 40 31 51.22031(N) 098 06 30.88541(W)   ADJUSTED
 LH1108* NAVD 88 ORTHO HEIGHT -   553.4   (meters)     1816.    (feet) VERTCON
 LH1108  ______________________________________________________________________
 LH1108  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 LH1108  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 LH1108  HORZ ORDER      -  FIRST
 LH1108
 LH1108.The horizontal coordinates were established by classical geodetic methods
 LH1108.and adjusted by the National Geodetic Survey in August 1997.
 LH1108
 LH1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1108
 LH1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1108.GEOID18 height accuracy estimate available here.
 LH1108
 LH1108.Click photographs - Photos may exist for this station.
 LH1108
 LH1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1108
 LH1108. The following values were computed from the NAD 83(1995) position.
 LH1108
 LH1108;                    North         East     Units Scale Factor Converg.
 LH1108;SPC NE       -    79,202.906   660,213.431   MT  0.99980208   +1 15 12.4
 LH1108;SPC NE       -   259,851.53  2,166,050.23   sFT  0.99980208   +1 15 12.4
 LH1108;UTM  14      - 4,487,065.719   575,499.334   MT  0.99967016   +0 34 45.6
 LH1108
 LH1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1108!SPC NE       -   0.99991723  x   0.99980208  =   0.99971933
 LH1108!UTM  14      -   0.99991723  x   0.99967016  =   0.99958742
 LH1108
 LH1108:                Primary Azimuth Mark                     Grid Az
 LH1108:SPC NE       -  GERDIS AZ MK RESET                       160 15 55.4
 LH1108:UTM  14      -  GERDIS AZ MK RESET                       160 56 22.2
 LH1108
 LH1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7549987065(NAD 83)
 LH1108
 LH1108|---------------------------------------------------------------------|
 LH1108| PID    Reference Object                     Distance      Geod. Az  |
 LH1108|                                                           dddmmss.s |
 LH1108| CN8586 GERDIS AZ MK RESET                                 1613107.8 |
 LH1108|---------------------------------------------------------------------|
 LH1108
 LH1108                          SUPERSEDED SURVEY CONTROL
 LH1108
 LH1108  NAD 83(1986)-  40 31 51.22788(N)    098 06 30.88517(W) AD(       ) 1
 LH1108  NAD 27      -  40 31 51.18346(N)    098 06 29.70647(W) AD(       ) 1
 LH1108  NGVD 29 (07/19/86)  553.2    (m)         1815.     (f) VERT ANG       
 LH1108
 LH1108.Superseded values are not recommended for survey control.
 LH1108
 LH1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1108.See file dsdata.pdf to determine how the superseded data were derived.
 LH1108
 LH1108_MARKER: DR = REFERENCE MARK DISK
 LH1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1108_STAMPING: GERDIS NO 1 1951
 LH1108_MARK LOGO: CGS
 LH1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1108+STABILITY: SURFACE MOTION
 LH1108
 LH1108  HISTORY     - Date     Condition        Report By
 LH1108  HISTORY     - 1951     MONUMENTED       CGS
 LH1108
 LH1108                          STATION DESCRIPTION
 LH1108
 LH1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1108'STATION IS LOCATED ABOUT 6 MILES SOUTH OF HARVARD, 2-1/2 MILES
 LH1108'NORTHWEST OF CLAY CENTER AND ON HIGHWAY RIGHT-OF-WAY.  THE TOWER WAS
 LH1108'BUILT OVER REFERENCE MARK NUMBER 1 DUE TO POWER LINES ABOVE GERDIS
 LH1108'1951 1967.
 LH1108'
 LH1108'TO REACH STATION FROM THE POST OFFICE IN CLAY CENTER, GO NORTH FOR
 LH1108'0.3 MILE TO INTERSECTION.  TURN LEFT AND GO WEST FOR 0.25 MILE TO
 LH1108'END OF PAVEMENT.  CONTINUE WEST, NOW ON GRAVELED ROAD, FOR 2.35
 LH1108'MILES TO AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF ROAD, AS
 LH1108'DESCRIBED.  CONTINUE WEST ON GRAVELED ROAD FOR 0.1 MILE TO
 LH1108'CROSSROADS.  TURN RIGHT AND GO NORTH FOR 0.45 MILE TO STATION ON
 LH1108'THE LEFT, WEST SIDE OF ROAD AS DESCRIBED.
 LH1108'
 LH1108'STATION MARK IS A STANDARD TRIANGULATION STATION REFERENCE MARK
 LH1108'DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LH1108'INCHES.  IT IS STAMPED GERDIS NO 1 1951 AND IS 44 FEET WEST OF
 LH1108'CENTER OF THE GRAVELED ROAD, 1.3 FEET NORTH OF A WOOD WITNESS POST
 LH1108'AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 LH1108'
 LH1108'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1108'ROUND CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND IS STAMPED
 LH1108'GERDIS 1951 RESET 1964.  IT IS 34 FEET SOUTH OF CENTER OF A GRAVELED
 LH1108'ROAD, 5.0 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 1.8 FEET SOUTH
 LH1108'OF AN EAST-WEST FENCELINE AND 1.0 FOOT SOUTH-SOUTHWEST OF A METAL
 LH1108'WITNESS POST.
 LH1108'
 LH1108'THE MAIN STATION, NOT USED AT THIS TIME IS STAMPED GERDIS 1951.  IT
 LH1108'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LH1108'WITH THE SURFACE OF THE GROUND AND IS 39 FEET EAST OF CENTER OF A
 LH1108'GRAVELED ROAD, 32 FEET NORTH OF CENTER OF A FARM DRIVEWAY AND 8.9
 LH1108'FEET EAST-NORTHEAST OF A POWERLINE POLE.
 LH1108'
 LH1108'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0274 ***********************************************************************
 MN0274  DESIGNATION -  GERING
 MN0274  PID         -  MN0274
 MN0274  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0274  COUNTRY     -  US
 MN0274  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0274
 MN0274                         *CURRENT SURVEY CONTROL
 MN0274  ______________________________________________________________________
 MN0274* NAD 83(1986) POSITION- 41 49 35.3    (N) 103 39 39.1    (W)   HD_HELD2
 MN0274* NAVD 88 ORTHO HEIGHT -  1193.596 (meters)     3915.99  (feet) ADJUSTED
 MN0274  ______________________________________________________________________
 MN0274  GEOID HEIGHT    -        -19.008 (meters)                     GEOID18
 MN0274  DYNAMIC HEIGHT  -       1192.820 (meters)     3913.44  (feet) COMP
 MN0274  MODELED GRAVITY -    979,931.6   (mgal)                       NAVD 88
 MN0274
 MN0274  VERT ORDER      -  SECOND    CLASS 0
 MN0274
 MN0274.The horizontal coordinates were established by autonomous hand held GPS
 MN0274.observations and have an estimated accuracy of +/- 10 meters.
 MN0274
 MN0274.The orthometric height was determined by differential leveling and
 MN0274.adjusted by the NATIONAL GEODETIC SURVEY
 MN0274.in June 1991.
 MN0274
 MN0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0274.GEOID18 height accuracy estimate available here.
 MN0274
 MN0274.Click photographs - Photos may exist for this station.
 MN0274
 MN0274.The dynamic height is computed by dividing the NAVD 88
 MN0274.geopotential number by the normal gravity value computed on the
 MN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0274.degrees latitude (g = 980.6199 gals.).
 MN0274
 MN0274.The modeled gravity was interpolated from observed gravity values.
 MN0274
 MN0274;                    North         East    Units  Estimated Accuracy
 MN0274;SPC NE       -   227,726.      196,062.      MT  (+/- 10 meters HH2 GPS)
 MN0274
 MN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1120631376(NAD 83)
 MN0274
 MN0274                          SUPERSEDED SURVEY CONTROL
 MN0274
 MN0274  NGVD 29 (??/??/92) 1192.941  (m)         3913.84   (f) ADJ UNCH    2 0
 MN0274
 MN0274.Superseded values are not recommended for survey control.
 MN0274
 MN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0274.See file dsdata.pdf to determine how the superseded data were derived.
 MN0274
 MN0274_MARKER: DB = BENCH MARK DISK
 MN0274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MN0274_SP_SET: STEP
 MN0274_STAMPING: GERING 1934
 MN0274_MARK LOGO: CGS
 MN0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0274+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2016
 MN0274
 MN0274  HISTORY     - Date     Condition        Report By
 MN0274  HISTORY     - 1934     MONUMENTED       CGS
 MN0274  HISTORY     - 20030724 GOOD             NGS
 MN0274  HISTORY     - 20160918 GOOD             USPSQD
 MN0274
 MN0274                          STATION DESCRIPTION
 MN0274
 MN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0274'AT GERING.
 MN0274'AT GERING, SCOTTS BLUFF COUNTY, AT THE NORTH ENTRANCE TO THE
 MN0274'COURTHOUSE, ABOUT 116 FEET SOUTH OF THE CENTER LINE OF R STREET,
 MN0274'ABOUT 140 FEET WEST OF TENTH STREET, AND IN THE CONCRETE STEP
 MN0274'ON THE WEST SIDE OF THE DOOR.  A STANDARD DISK, STAMPED GERING 1934.
 MN0274
 MN0274                          STATION RECOVERY (2003)
 MN0274
 MN0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0274'STATION ABOUT 2 M WEST OF WITNESS POST.
 MN0274
 MN0274                          STATION RECOVERY (2016)
 MN0274
 MN0274'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MN0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0644 ***********************************************************************
 MN0644  DESIGNATION -  GERING HWY PATROL RAD TWR
 MN0644  PID         -  MN0644
 MN0644  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0644  COUNTRY     -  US
 MN0644  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0644
 MN0644                         *CURRENT SURVEY CONTROL
 MN0644  ______________________________________________________________________
 MN0644* NAD 83(1995) POSITION- 41 42 27.18668(N) 103 39 46.13504(W)   ADJUSTED
 MN0644  ______________________________________________________________________
 MN0644  GEOID HEIGHT    -        -19.081 (meters)                     GEOID18
 MN0644  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 MN0644  HORZ ORDER      -  THIRD
 MN0644
 MN0644.The horizontal coordinates were established by classical geodetic methods
 MN0644.and adjusted by the National Geodetic Survey in August 1997.
 MN0644
 MN0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0644.GEOID18 height accuracy estimate available here.
 MN0644
 MN0644.Click photographs - Photos may exist for this station.
 MN0644
 MN0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0644
 MN0644. The following values were computed from the NAD 83(1995) position.
 MN0644
 MN0644;                    North         East     Units Scale Factor Converg.
 MN0644;SPC NE       -   214,540.513   195,340.781   MT  0.99966477   -2 25 38.4
 MN0644;SPC NE       -   703,871.67    640,880.55   sFT  0.99966477   -2 25 38.4
 MN0644;UTM  13      - 4,618,170.674   611,249.249   MT  0.99975230   +0 53 23.1
 MN0644
 MN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1124918170(NAD 83)
 MN0644
 MN0644                          SUPERSEDED SURVEY CONTROL
 MN0644
 MN0644  NAD 83(1993)-  41 42 27.18657(N)    103 39 46.13493(W) AD(       ) 3
 MN0644  NAD 83(1986)-  41 42 27.17490(N)    103 39 46.13718(W) AD(       ) 3
 MN0644  NAD 27      -  41 42 27.28184(N)    103 39 44.33453(W) AD(       ) 3
 MN0644
 MN0644.Superseded values are not recommended for survey control.
 MN0644
 MN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0644.See file dsdata.pdf to determine how the superseded data were derived.
 MN0644
 MN0644_MARKER: 43 = RADIO/TV TOWER
 MN0644
 MN0644  HISTORY     - Date     Condition        Report By
 MN0644  HISTORY     - 1973     FIRST OBSERVED   NGS
 MN0644
 MN0644                          STATION DESCRIPTION
 MN0644
 MN0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0644'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE GERING,
 MN0644'NEBRASKA STATE HIGHWAY PATROL RADIO TOWER, KAB 319 THAT IS
 MN0644'LOCATED ABOUT 8 MILES SOUTH OF GERING, 11.5 MILES
 MN0644'NORTH-NORTHEAST OF HARRISBURG, ABOUT 0.5 MILE EAST OF STATE
 MN0644'HIGHWAY 71 AND ON PROPERTY OWNED BY THE WILDCAT HILLS STATE
 MN0644'RECREATION AREA.  IT IS A THREE LEGGED STRUCTURAL STEEL TOWER
 MN0644'PAINTED IN ALTERNATE BANDS OF RED AND WHITE.  IT IS ABOUT 300
 MN0644'FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0638 ***********************************************************************
 MN0638  DESIGNATION -  GERING MUNICIPAL TANK
 MN0638  PID         -  MN0638
 MN0638  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0638  COUNTRY     -  US
 MN0638  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0638
 MN0638                         *CURRENT SURVEY CONTROL
 MN0638  ______________________________________________________________________
 MN0638* NAD 83(1995) POSITION- 41 49 23.73671(N) 103 39 40.33985(W)   ADJUSTED
 MN0638  ______________________________________________________________________
 MN0638  GEOID HEIGHT    -        -19.012 (meters)                     GEOID18
 MN0638  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 MN0638  HORZ ORDER      -  THIRD
 MN0638
 MN0638.The horizontal coordinates were established by classical geodetic methods
 MN0638.and adjusted by the National Geodetic Survey in August 1997.
 MN0638
 MN0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0638.GEOID18 height accuracy estimate available here.
 MN0638
 MN0638.Click photographs - Photos may exist for this station.
 MN0638
 MN0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0638
 MN0638. The following values were computed from the NAD 83(1995) position.
 MN0638
 MN0638;                    North         East     Units Scale Factor Converg.
 MN0638;SPC NE       -   227,370.649   196,018.472   MT  0.99967390   -2 25 34.6
 MN0638;SPC NE       -   745,965.20    643,103.94   sFT  0.99967390   -2 25 34.6
 MN0638;UTM  13      - 4,631,019.595   611,183.196   MT  0.99975212   +0 53 34.2
 MN0638
 MN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1118331019(NAD 83)
 MN0638
 MN0638                          SUPERSEDED SURVEY CONTROL
 MN0638
 MN0638  NAD 83(1993)-  41 49 23.73669(N)    103 39 40.33996(W) AD(       ) 3
 MN0638  NAD 83(1986)-  41 49 23.72950(N)    103 39 40.34337(W) AD(       ) 3
 MN0638  NAD 27      -  41 49 23.84000(N)    103 39 38.54000(W) AD(       ) 3
 MN0638
 MN0638.Superseded values are not recommended for survey control.
 MN0638
 MN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0638.See file dsdata.pdf to determine how the superseded data were derived.
 MN0638
 MN0638_MARKER: 53 = ELEVATED TANK
 MN0638
 MN0638  HISTORY     - Date     Condition        Report By
 MN0638  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0638  HISTORY     - 1944     GOOD             CGS
 MN0638
 MN0638                          STATION DESCRIPTION
 MN0638
 MN0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0638'STATION IS LOCATED IN CENTER OF GERING, ONE BLOCK W OF MAIN
 MN0638'STREET, AND IS THE ONLY WATER TANK IN THAT VICINITY.
 MN0638'
 MN0638'THE STATION IS A SILVER STRUCTURAL STEEL TANK AND IS APPROXIMATELY
 MN0638'115 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0640 ***********************************************************************
 MN0640  DESIGNATION -  GERING SUGAR MILL STACK
 MN0640  PID         -  MN0640
 MN0640  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0640  COUNTRY     -  US
 MN0640  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0640
 MN0640                         *CURRENT SURVEY CONTROL
 MN0640  ______________________________________________________________________
 MN0640* NAD 83(1995) POSITION- 41 49 58.45568(N) 103 39 08.41933(W)   ADJUSTED
 MN0640  ______________________________________________________________________
 MN0640  GEOID HEIGHT    -        -19.018 (meters)                     GEOID18
 MN0640  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 MN0640  HORZ ORDER      -  THIRD
 MN0640
 MN0640.The horizontal coordinates were established by classical geodetic methods
 MN0640.and adjusted by the National Geodetic Survey in August 1997.
 MN0640
 MN0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0640.GEOID18 height accuracy estimate available here.
 MN0640
 MN0640.Click photographs - Photos may exist for this station.
 MN0640
 MN0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0640
 MN0640. The following values were computed from the NAD 83(1995) position.
 MN0640
 MN0640;                    North         East     Units Scale Factor Converg.
 MN0640;SPC NE       -   228,409.384   196,799.447   MT  0.99967484   -2 25 13.4
 MN0640;SPC NE       -   749,373.12    645,666.19   sFT  0.99967484   -2 25 13.4
 MN0640;UTM  13      - 4,632,101.890   611,902.776   MT  0.99975409   +0 53 56.1
 MN0640
 MN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1190232101(NAD 83)
 MN0640
 MN0640                          SUPERSEDED SURVEY CONTROL
 MN0640
 MN0640  NAD 83(1993)-  41 49 58.45562(N)    103 39 08.41935(W) AD(       ) 3
 MN0640  NAD 83(1986)-  41 49 58.44814(N)    103 39 08.42159(W) AD(       ) 3
 MN0640  NAD 27      -  41 49 58.56300(N)    103 39 06.62400(W) AD(       ) 3
 MN0640
 MN0640.Superseded values are not recommended for survey control.
 MN0640
 MN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0640.See file dsdata.pdf to determine how the superseded data were derived.
 MN0640
 MN0640_MARKER: 63 = STACK
 MN0640
 MN0640  HISTORY     - Date     Condition        Report By
 MN0640  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0640  HISTORY     - 1944     GOOD             CGS
 MN0640  HISTORY     - 1958     GOOD             CGS
 MN0640  HISTORY     - 1962     GOOD             CGS
 MN0640
 MN0640                          STATION DESCRIPTION
 MN0640
 MN0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0640'STATION IS LOCATED IN NE EDGE OF GERING, AT THE GERING SUGAR
 MN0640'MILL PLANT.
 MN0640'
 MN0640'THE STATION IS A PROMINENT CONCRETE STACK (ONLY STACK IN
 MN0640'THAT VICINITY), 247 FEET HIGH, AND NEAR A SILVER WATER TANK.
 MN0640
 MN0640                          STATION RECOVERY (1958)
 MN0640
 MN0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0640'THE STACK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0640'W.B. IN 1944.  THE SUGAR MILL IS LOCATED ON THE EAST SIDE
 MN0640'OF HIGHWAY 29.
 MN0640
 MN0640                          STATION RECOVERY (1962)
 MN0640
 MN0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 MN0640'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0639 ***********************************************************************
 MN0639  DESIGNATION -  GERING SUGAR MILL TANK
 MN0639  PID         -  MN0639
 MN0639  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0639  COUNTRY     -  US
 MN0639  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0639
 MN0639                         *CURRENT SURVEY CONTROL
 MN0639  ______________________________________________________________________
 MN0639* NAD 83(1995) POSITION- 41 49 59.78603(N) 103 39 08.68227(W)   ADJUSTED
 MN0639  ______________________________________________________________________
 MN0639  GEOID HEIGHT    -        -19.017 (meters)                     GEOID18
 MN0639  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 MN0639  HORZ ORDER      -  THIRD
 MN0639
 MN0639.The horizontal coordinates were established by classical geodetic methods
 MN0639.and adjusted by the National Geodetic Survey in August 1997.
 MN0639
 MN0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0639.GEOID18 height accuracy estimate available here.
 MN0639
 MN0639.Click photographs - Photos may exist for this station.
 MN0639
 MN0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0639
 MN0639. The following values were computed from the NAD 83(1995) position.
 MN0639
 MN0639;                    North         East     Units Scale Factor Converg.
 MN0639;SPC NE       -   228,450.635   196,795.120   MT  0.99967488   -2 25 13.6
 MN0639;SPC NE       -   749,508.46    645,651.99   sFT  0.99967488   -2 25 13.6
 MN0639;UTM  13      - 4,632,142.825   611,896.067   MT  0.99975407   +0 53 56.0
 MN0639
 MN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1189632142(NAD 83)
 MN0639
 MN0639                          SUPERSEDED SURVEY CONTROL
 MN0639
 MN0639  NAD 83(1993)-  41 49 59.78598(N)    103 39 08.68239(W) AD(       ) 3
 MN0639  NAD 83(1986)-  41 49 59.77865(N)    103 39 08.68587(W) AD(       ) 3
 MN0639  NAD 27      -  41 49 59.89000(N)    103 39 06.89000(W) AD(       ) 3
 MN0639
 MN0639.Superseded values are not recommended for survey control.
 MN0639
 MN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0639.See file dsdata.pdf to determine how the superseded data were derived.
 MN0639
 MN0639_MARKER: 53 = ELEVATED TANK
 MN0639
 MN0639  HISTORY     - Date     Condition        Report By
 MN0639  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0639  HISTORY     - 1958     GOOD             CGS
 MN0639
 MN0639                          STATION DESCRIPTION
 MN0639
 MN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0639'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.  IT IS THE ELEVATED
 MN0639'SILVER WATER TANK JUST WEST OF THE TALL CONCRETE STACK AND
 MN0639'IS THE ONLY TANK AT THE SUGAR MILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1132 ***********************************************************************
 MK1132  DESIGNATION -  GERMAN
 MK1132  PID         -  MK1132
 MK1132  STATE/COUNTY-  NE/PLATTE
 MK1132  COUNTRY     -  US
 MK1132  USGS QUAD   -  CORNLEA (2017)
 MK1132
 MK1132                         *CURRENT SURVEY CONTROL
 MK1132  ______________________________________________________________________
 MK1132* NAD 83(1995) POSITION- 41 44 30.61232(N) 097 30 09.91853(W)   ADJUSTED
 MK1132* NAVD 88 ORTHO HEIGHT -   524.894 (meters)     1722.09  (feet) ADJUSTED
 MK1132  ______________________________________________________________________
 MK1132  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 MK1132  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 MK1132  DYNAMIC HEIGHT  -        524.675 (meters)     1721.37  (feet) COMP
 MK1132  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 MK1132
 MK1132  HORZ ORDER      -  FIRST
 MK1132  VERT ORDER      -  FIRST     CLASS II
 MK1132
 MK1132.The horizontal coordinates were established by classical geodetic methods
 MK1132.and adjusted by the National Geodetic Survey in August 1997.
 MK1132
 MK1132.The orthometric height was determined by differential leveling and
 MK1132.adjusted by the NATIONAL GEODETIC SURVEY
 MK1132.in June 1991.
 MK1132
 MK1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1132.GEOID18 height accuracy estimate available here.
 MK1132
 MK1132.Click photographs - Photos may exist for this station.
 MK1132
 MK1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1132
 MK1132.The dynamic height is computed by dividing the NAVD 88
 MK1132.geopotential number by the normal gravity value computed on the
 MK1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1132.degrees latitude (g = 980.6199 gals.).
 MK1132
 MK1132.The modeled gravity was interpolated from observed gravity values.
 MK1132
 MK1132. The following values were computed from the NAD 83(1995) position.
 MK1132
 MK1132;                    North         East     Units Scale Factor Converg.
 MK1132;SPC NE       -   214,891.626   707,634.769   MT  0.99966705   +1 39 17.7
 MK1132;SPC NE       -   705,023.61  2,321,631.74   sFT  0.99966705   +1 39 17.7
 MK1132;UTM  14      - 4,622,196.454   624,499.827   MT  0.99979074   +0 59 49.0
 MK1132
 MK1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1132!SPC NE       -   0.99992156  x   0.99966705  =   0.99958864
 MK1132!UTM  14      -   0.99992156  x   0.99979074  =   0.99971232
 MK1132
 MK1132:                Primary Azimuth Mark                     Grid Az
 MK1132:SPC NE       -  GERMAN AZ MK                             085 12 13.0
 MK1132:UTM  14      -  GERMAN AZ MK                             085 51 41.7
 MK1132
 MK1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2449922196(NAD 83)
 MK1132
 MK1132|---------------------------------------------------------------------|
 MK1132| PID    Reference Object                     Distance      Geod. Az  |
 MK1132|                                                           dddmmss.s |
 MK1132| CN8590 GERMAN AZ MK                                       0865130.7 |
 MK1132| MK1844 CRESTON TANK                        APPROX.12.6 KM 1083219.5 |
 MK1132| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.11.5 KM 1615852.6 |
 MK1132| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX. 5.8 KM 1671247.0 |
 MK1132| MK1850 HUMPHREY TANK                       APPROX. 6.0 KM 1691649.9 |
 MK1132| MK1945 TARNOV ST MICHAELS CH SPIRE         APPROX.14.0 KM 1802953.6 |
 MK1132| MK1133 GERMAN RM 1                          77.285 METERS 19443     |
 MK1132| MK1942 GERMAN RM 3                          19.342 METERS 25732     |
 MK1132| MK1134 GERMAN RM 2                          59.201 METERS 34405     |
 MK1132|---------------------------------------------------------------------|
 MK1132
 MK1132                          SUPERSEDED SURVEY CONTROL
 MK1132
 MK1132  NAD 83(1986)-  41 44 30.62163(N)    097 30 09.92251(W) AD(       ) 1
 MK1132  NAD 27      -  41 44 30.59500(N)    097 30 08.75300(W) AD(       ) 1
 MK1132  NGVD 29 (??/??/92)  524.703  (m)         1721.46   (f) ADJ UNCH    1 2
 MK1132  NGVD 29             524.70   (m)         1721.5    (f) LEVELING    3  
 MK1132
 MK1132.Superseded values are not recommended for survey control.
 MK1132
 MK1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1132.See file dsdata.pdf to determine how the superseded data were derived.
 MK1132
 MK1132_MARKER: DS = TRIANGULATION STATION DISK
 MK1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1132_STAMPING: GERMAN 1935
 MK1132_MARK LOGO: CGS
 MK1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1132+STABILITY: SURFACE MOTION
 MK1132
 MK1132  HISTORY     - Date     Condition        Report By
 MK1132  HISTORY     - 1935     MONUMENTED       CGS
 MK1132  HISTORY     - 1940     GOOD             CGS
 MK1132  HISTORY     - 1940     GOOD             MNHD
 MK1132  HISTORY     - 1961     GOOD             USGS
 MK1132  HISTORY     - 1966     GOOD             CGS
 MK1132  HISTORY     - 1966     GOOD             CGS
 MK1132  HISTORY     - 20201028 MARK NOT FOUND   NEGS
 MK1132
 MK1132                          STATION DESCRIPTION
 MK1132
 MK1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1132'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 1, T.20 N., R.2 W.,
 MK1132'ON THE NORTH END OF A RIDGE, 0.15 MILE SOUTH OF THE MADISON-PLATTE
 MK1132'COUNTY LINE, 30 FEET EAST OF A NORTH-SOUTH SECTION-LINE ROAD,
 MK1132'AND 2 FEET WEST OF EAST RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 MK1132'91 JUST NORTH OF HUMPHREY, GO NORTH ON U.S. HIGHWAY 81 FOR 3.0
 MK1132'MILES, TURN LEFT (WEST) AND GO 1.0 MILE TO A T-ROAD, TURN LEFT
 MK1132'AND GO 0.1 MILE TO MARK ON LEFT.  STATION IS 30 FEET EAST OF
 MK1132'CENTERLINE OF ROAD AND 2 FEET WEST OF EAST RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'REFERENCE MARK NO. 1 IS 256.56 FEET SOUTH OF STATION SET IN WEST
 MK1132'RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'REFERENCE MARK NO. 2 IS 194.25 FEET NORTH OF STATION, SET IN WEST
 MK1132'RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'AZIMUTH MARK IS REACHED FROM STATION BY GOING NORTH FOR 0.1 MILE
 MK1132'TO SECTION-LINE ROAD, TURN RIGHT AND GO 1.35 MILES TO MARK ON
 MK1132'RIGHT SIDE OF ROAD IN FENCE LINE, 34 FEET SOUTH OF CENTERLINE
 MK1132'OF ROAD.
 MK1132'
 MK1132'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MK1132
 MK1132                          STATION RECOVERY (1940)
 MK1132
 MK1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 MK1132'4 MI NW FROM HUMPHREY.
 MK1132'TO REACH FROM HIGHWAY JUNCTION PROCEED NORTH ON U.S. HIGHWAY
 MK1132'NO. 81, GO 3.0 MILES, TURN LEFT (WEST) ONTO COUNTY LINE ROAD,
 MK1132'GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD INTERSECTION GO 0.1 MILE
 MK1132'TO STATION.  IN NORTHWEST 1/4 SECTION OF SECTION 1, T 20 N, R 2 W,
 MK1132'ON NORTH EDGE OF A RIDGE, 0.15 MILE SOUTH OF MADISON-PLATTE COUNTY
 MK1132'LINE, 30 FEET EAST OF NORTH-SOUTH SECTION LINE ROAD, 2.0 FEET
 MK1132'WEST OF EAST RIGHT-OF-WAY FENCE LINE.  NO WOODEN POST SET,
 MK1132'FIELD AND RIGHT-OF-WAY UNDER CULTIVATION.
 MK1132
 MK1132                          STATION RECOVERY (1940)
 MK1132
 MK1132'RECOVERY NOTE BY MN HIGHWAY DEPT 1940 (DHK)
 MK1132'STATION IS IN NORTHWEST CORNER OF SEC. 1, T 20 N., R. 2 W., ON THE
 MK1132'NORTH END OF RIDGE, 0.15 MILE SOUTH OF MADISON-PLATTE COUNTY LINE.
 MK1132'
 MK1132'TO REACH FROM JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 91
 MK1132'JUST NORTH OF HUMPHREY, PROCEED NORTH ON U.S. HIGHWAY 81 FOR 3.0
 MK1132'MILES, TURN LEFT (WEST), GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD
 MK1132'INTERSECTION, GO 0.1 MILE TO STATION, 30 FEET EAST OF NORTH-SOUTH
 MK1132'SECTION-LINE ROAD, 2.0 FEET WEST OF EAST RIGHT-OF-WAY FENCE LINE.
 MK1132'MONUMENT PROJECTS 0.6 FOOT, STAMPED GERMAN 1935.
 MK1132'
 MK1132'REFERENCE MARK NO. 1 IS 256.56 FEET SOUTH OF STATION, IN WEST
 MK1132'RIGHT-OF-WAY FENCE LINE.  MONUMENT PROJECTS 0.6 FOOT STAMPED GERMAN
 MK1132'NO. 1 1935.
 MK1132'
 MK1132'REFERENCE MARK NO. 2 IS 194.25 FEET NORTH OF STATION, IN WEST
 MK1132'RIGHT-OF-WAY FENCE LINE.  MONUMENT PROJECTS 0.6 FOOT, STAMPED
 MK1132'GERMAN NO. 2 1935.
 MK1132'
 MK1132'AZIMUTH MARK IS REACHED FROM STATION BY PROCEEDING ALONG SECTION-LINE
 MK1132'ROAD 0.1 MILE, TURN RIGHT (WEST) AT T-ROAD INTERSECTION, GO 1.35
 MK1132'MILES TO AZIMUTH MARK.  MARK IS 34 FEET SOUTH OF CENTERLINE OF
 MK1132'ROAD, IN NORTH RIGHT-OF-WAY FENCE LINE, STAMPED GERMAN 1935.
 MK1132'
 MK1132'UNDERGROUND STATION STAMPED GERMAN 1935.
 MK1132'
 MK1132'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MK1132
 MK1132                          STATION RECOVERY (1961)
 MK1132
 MK1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1132'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MK1132
 MK1132                          STATION RECOVERY (1966)
 MK1132
 MK1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK1132'RECOVERED IN GOOD CONDITION.
 MK1132
 MK1132                          STATION RECOVERY (1966)
 MK1132
 MK1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1132'STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND.  STATION MARK AND
 MK1132'THE AZIMUTH MARK ARE IN GOOD CONDITION AND DO NOT APPEAR TO HAVE
 MK1132'BEEN DISTURBED.
 MK1132'
 MK1132'A DIFFERENCE OF 3 FEET WAS NOTED IN THE DISTANCE TO REFERENCE MARK
 MK1132'NUMBER 1.  DISTANCE TO REFERENCE MARK NUMBER 2 CHECKED THE 1935 DATE
 MK1132'ON THE MARK ADEQUATELY.
 MK1132'
 MK1132'ABOUT 5 MINUTES DIFFERENCE WAS NOTED IN THE HORIZONTAL ANGLE TO BOTH
 MK1132'REFERENCE MARKS.  THE MARKS ARE SOLID IN THE GROUND, NOT LEANING BUT
 MK1132'COULD HAVE BEEN DISTURBED DURING ROAD WIDENING.
 MK1132'
 MK1132'THE HORIZONTAL ANGLE TO THE AZIMUTH MARK CHECKED THE 1935 DATA.
 MK1132'
 MK1132'STATION MARK IS BENEATH A POWERLINE, THEREFORE A STEEL TOWER COULD
 MK1132'NOT BE ERECTED OVER THE MARK.
 MK1132'
 MK1132'A REFERENCE MARK NUMBER 3 HAS BEEN ESTABLISHED AND A TRAVERSE
 MK1132'CONNECTION WAS MADE BETWEEN THE REFERENCE MARK NUMBER 3 AND THE
 MK1132'STATION MARK.
 MK1132'
 MK1132'STATION MARK DISK IS STAMPED GERMAN 1935 AND THE MARK SHOWS ABOUT 6
 MK1132'INCHES ON THE WEST SIDE.  MARK IS 45.7 FEET SOUTH OF A POWERLINE
 MK1132'POLE, 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4.4
 MK1132'FEET WEST OF A NORTH-SOUTH FENCELINE AND 4.0 FEET WEST OF A METAL
 MK1132'WITNESS POST.
 MK1132'
 MK1132'REFERENCE MARK NUMBER 1 DISK IS STAMPED GERMAN 1935 NO 1.  MARK SHOWS
 MK1132'ABOUT 16 INCHES ON THE EAST SIDE AND ABOUT 6 INCHES ON THE WEST
 MK1132'SIDE.  MARK IS 30 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 MK1132'5.0 FEET EAST OF A NORTH-SOUTH FENCELINE.
 MK1132'
 MK1132'REFERENCE MARK NUMBER 2 DISK IS STAMPED GERMAN 1935 NO 2 AND THE MARK
 MK1132'PROJECTS ABOUT 8 INCHES.  MARK IS 29-1/2 FEET WEST OF THE CENTER OF
 MK1132'THE GRAVELED ROAD AND 4.0 FEET EAST OF THE NORTH-SOUTH FENCELINE.
 MK1132'
 MK1132'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MK1132'GERMAN NO 3 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MK1132'WHICH SHOWED ABOUT 4 INCHES ON THE EAST SIDE.  A SUB-SURFACE
 MK1132'REFERENCE MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME AS
 MK1132'THE SURFACE DISK.  MARK IS 67.4 FEET WEST-SOUTHWEST OF THE METAL
 MK1132'WITNESS POST, 32 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, IN
 MK1132'FENCELINE AND ABOUT 2 FEET LOWER ELEVATION THAN THE ROAD.
 MK1132'
 MK1132'AZIMUTH MARK DISK IS STAMPED GERMAN 1935 AND THE MARK PROJECTS ABOUT
 MK1132'1 INCH.  MARK IS 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 MK1132'GRAVELED ROAD, 2.3 FEET SOUTHWEST OF A METAL WITNESS POST AND 1.2
 MK1132'FEET SOUTH OF AN EAST-WEST FENCELINE.
 MK1132'
 MK1132'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 MK1132'HIGHWAY 91 WHICH IS ABOUT 1 MILE NORTHEAST OF THE TOWN OF HUMPHREY.
 MK1132'GO NORTH ON HIGHWAY 81 FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND
 MK1132'GO WEST ON A GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 MK1132'LEFT, AS DESCRIBED.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.35
 MK1132'MILES TO A T-ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 MK1132'FOR 0.1 MILE TO THE TOP OF A RISE AND THE STATION MARK ON THE LEFT,
 MK1132'EAST SIDE OF THE ROAD, AS DESCRIBED.
 MK1132'
 MK1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MK1132'NORTH OF HUMPHREY.
 MK1132'
 MK1132'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MK1132
 MK1132                          STATION RECOVERY (2020)
 MK1132
 MK1132'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1132'SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0377 ***********************************************************************
 LJ0377  DESIGNATION -  GERMAN PRECINCT CHRIST LUTH CH
 LJ0377  PID         -  LJ0377
 LJ0377  STATE/COUNTY-  NE/DAWSON
 LJ0377  COUNTRY     -  US
 LJ0377  USGS QUAD   -  GOTHENBURG (2017)
 LJ0377
 LJ0377                         *CURRENT SURVEY CONTROL
 LJ0377  ______________________________________________________________________
 LJ0377* NAD 83(1995) POSITION- 40 57 42.29506(N) 100 07 43.27318(W)   ADJUSTED
 LJ0377  ______________________________________________________________________
 LJ0377  GEOID HEIGHT    -        -23.026 (meters)                     GEOID18
 LJ0377  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 LJ0377  HORZ ORDER      -  THIRD
 LJ0377
 LJ0377.The horizontal coordinates were established by classical geodetic methods
 LJ0377.and adjusted by the National Geodetic Survey in August 1997.
 LJ0377
 LJ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0377.GEOID18 height accuracy estimate available here.
 LJ0377
 LJ0377.Click photographs - Photos may exist for this station.
 LJ0377
 LJ0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0377
 LJ0377. The following values were computed from the NAD 83(1995) position.
 LJ0377
 LJ0377;                    North         East     Units Scale Factor Converg.
 LJ0377;SPC NE       -   125,292.299   489,169.856   MT  0.99970338   -0 05 07.0
 LJ0377;SPC NE       -   411,063.15  1,604,884.77   sFT  0.99970338   -0 05 07.0
 LJ0377;UTM  14      - 4,535,124.139   405,019.962   MT  0.99971103   -0 44 23.9
 LJ0377
 LJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0501935124(NAD 83)
 LJ0377
 LJ0377                          SUPERSEDED SURVEY CONTROL
 LJ0377
 LJ0377  NAD 83(1986)-  40 57 42.30116(N)    100 07 43.27843(W) AD(       ) 3
 LJ0377  NAD 27      -  40 57 42.27336(N)    100 07 41.83094(W) AD(       ) 3
 LJ0377
 LJ0377.Superseded values are not recommended for survey control.
 LJ0377
 LJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0377.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0377
 LJ0377_MARKER: 91 = CHURCH CROSS
 LJ0377
 LJ0377  HISTORY     - Date     Condition        Report By
 LJ0377  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0377  HISTORY     - 1951     GOOD             CGS
 LJ0377
 LJ0377                          STATION DESCRIPTION
 LJ0377
 LJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0377'POINT OBSERVED UPON IS THE TIP OF SPIRE OF CHRIST-LUTHERAN
 LJ0377'CHURCH.  IT IS LOCATED ABOUT 2.5 MILES EAST AND 2.0 MILES NORTH
 LJ0377'OF GOTHENBURG.  IT IS ABOUT 50 FEET HIGH AND WAS ERECTED IN 1920.
 LJ0377'
 LJ0377'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MAY, IVER, HARM,
 LJ0377'AND GOTHENBURG.
 LJ0377
 LJ0377                          STATION RECOVERY (1951)
 LJ0377
 LJ0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0377'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF GOTHENBURG.
 LJ0377'IT IS 0.1 MILE NORTH OF AN EAST-WEST GRAVELED ROAD AND 65.0
 LJ0377'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.  THE
 LJ0377'CROSS IS LOCATED AT THE TOP OF A SPIRE WHICH IS AT THE EAST END
 LJ0377'AND CENTER OF THE CHURCH.  THE CROSS IS ABOUT 5.0 FEET TALL AND
 LJ0377'THE OVERALL HEIGHT IS ABOUT 75.0 FEET.
 LJ0377'
 LJ0377'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO NORTH
 LJ0377'ON STATE HIGHWAY 47 FOR 2.4 MILES TO A CROSSROAD.  TURN RIGHT,
 LJ0377'EAST, ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT,
 LJ0377'NORTH, ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 LJ0377'LEFT AS DESCRIBED.
 LJ0377'
 LJ0377'THE CROSS AT THE APEX OF THE SPIRE WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1133 ***********************************************************************
 MK1133  DESIGNATION -  GERMAN RM 1
 MK1133  PID         -  MK1133
 MK1133  STATE/COUNTY-  NE/PLATTE
 MK1133  COUNTRY     -  US
 MK1133  USGS QUAD   -  CORNLEA (2017)
 MK1133
 MK1133                         *CURRENT SURVEY CONTROL
 MK1133  ______________________________________________________________________
 MK1133* NAD 83(1986) POSITION- 41 44 28.19   (N) 097 30 10.77   (W)   HD_HELD1
 MK1133* NAVD 88 ORTHO HEIGHT -   524.199 (meters)     1719.81  (feet) ADJUSTED
 MK1133  ______________________________________________________________________
 MK1133  GEOID HEIGHT    -        -24.753 (meters)                     GEOID18
 MK1133  DYNAMIC HEIGHT  -        523.980 (meters)     1719.09  (feet) COMP
 MK1133  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 MK1133
 MK1133  VERT ORDER      -  FIRST     CLASS II
 MK1133
 MK1133.The horizontal coordinates were determined by differentially corrected
 MK1133.hand held GPS observations or other comparable positioning techniques
 MK1133.and have an estimated accuracy of +/- 3 meters.
 MK1133
 MK1133.The orthometric height was determined by differential leveling and
 MK1133.adjusted by the NATIONAL GEODETIC SURVEY
 MK1133.in June 1991.
 MK1133
 MK1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1133.GEOID18 height accuracy estimate available here.
 MK1133
 MK1133.Click photographs - Photos may exist for this station.
 MK1133
 MK1133.The dynamic height is computed by dividing the NAVD 88
 MK1133.geopotential number by the normal gravity value computed on the
 MK1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1133.degrees latitude (g = 980.6199 gals.).
 MK1133
 MK1133.The modeled gravity was interpolated from observed gravity values.
 MK1133
 MK1133;                    North         East    Units  Estimated Accuracy
 MK1133;SPC NE       -   214,816.4     707,617.3     MT  (+/- 3 meters HH1 GPS) 
 MK1133
 MK1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2448122121(NAD 83)
 MK1133
 MK1133                          SUPERSEDED SURVEY CONTROL
 MK1133
 MK1133  NGVD 29 (??/??/92)  524.008  (m)         1719.18   (f) ADJ UNCH    1 2
 MK1133
 MK1133.Superseded values are not recommended for survey control.
 MK1133
 MK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1133.See file dsdata.pdf to determine how the superseded data were derived.
 MK1133
 MK1133_MARKER: DR = REFERENCE MARK DISK
 MK1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1133_STAMPING: GERMAN NO 1 1935
 MK1133_MARK LOGO: CGS
 MK1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1133+STABILITY: SURFACE MOTION
 MK1133
 MK1133  HISTORY     - Date     Condition        Report By
 MK1133  HISTORY     - 1935     MONUMENTED       CGS
 MK1133  HISTORY     - 1940     GOOD             CGS
 MK1133  HISTORY     - 20221214 MARK NOT FOUND   NEPPD
 MK1133
 MK1133                          STATION DESCRIPTION
 MK1133
 MK1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1133'4 MI NW FROM HUMPHREY.
 MK1133'TO REACH FROM ABOVE HIGHWAY JUNCTION PROCEED NORTH ON U.S.
 MK1133'HIGHWAY NO. 81, GO 3.0 MILES, TURN LEFT (WEST) ONTO COUNTY LINE
 MK1133'ROAD, GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD INTERSECTION,
 MK1133'GO 0.1 MILE TO STATION.  BENCH MARK IS IN THE WEST RIGHT-OF-WAY
 MK1133'FENCE LINE, 256.56 FEET SOUTH OF TRIANGULATION STATION, GERMAN
 MK1133'1935.  NO WOODEN POST SET, FIELD AND RIGHT-OF-WAY UNDER
 MK1133'CULTIVATION.
 MK1133
 MK1133                          STATION RECOVERY (2022)
 MK1133
 MK1133'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1134 ***********************************************************************
 MK1134  DESIGNATION -  GERMAN RM 2
 MK1134  PID         -  MK1134
 MK1134  STATE/COUNTY-  NE/PLATTE
 MK1134  COUNTRY     -  US
 MK1134  USGS QUAD   -  CORNLEA (2017)
 MK1134
 MK1134                         *CURRENT SURVEY CONTROL
 MK1134  ______________________________________________________________________
 MK1134* NAD 83(1986) POSITION- 41 44 32.46   (N) 097 30 10.62   (W)   HD_HELD1
 MK1134* NAVD 88 ORTHO HEIGHT -   522.701 (meters)     1714.89  (feet) ADJUSTED
 MK1134  ______________________________________________________________________
 MK1134  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 MK1134  DYNAMIC HEIGHT  -        522.482 (meters)     1714.18  (feet) COMP
 MK1134  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 MK1134
 MK1134  VERT ORDER      -  FIRST     CLASS II
 MK1134
 MK1134.The horizontal coordinates were determined by differentially corrected
 MK1134.hand held GPS observations or other comparable positioning techniques
 MK1134.and have an estimated accuracy of +/- 3 meters.
 MK1134
 MK1134.The orthometric height was determined by differential leveling and
 MK1134.adjusted by the NATIONAL GEODETIC SURVEY
 MK1134.in June 1991.
 MK1134
 MK1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1134.GEOID18 height accuracy estimate available here.
 MK1134
 MK1134.Click photographs - Photos may exist for this station.
 MK1134
 MK1134.The dynamic height is computed by dividing the NAVD 88
 MK1134.geopotential number by the normal gravity value computed on the
 MK1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1134.degrees latitude (g = 980.6199 gals.).
 MK1134
 MK1134.The modeled gravity was interpolated from observed gravity values.
 MK1134
 MK1134;                    North         East    Units  Estimated Accuracy
 MK1134;SPC NE       -   214,948.1     707,616.9     MT  (+/- 3 meters HH1 GPS) 
 MK1134
 MK1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2448222253(NAD 83)
 MK1134
 MK1134                          SUPERSEDED SURVEY CONTROL
 MK1134
 MK1134  NGVD 29 (??/??/92)  522.510  (m)         1714.27   (f) ADJ UNCH    1 2
 MK1134
 MK1134.Superseded values are not recommended for survey control.
 MK1134
 MK1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1134.See file dsdata.pdf to determine how the superseded data were derived.
 MK1134
 MK1134_MARKER: DR = REFERENCE MARK DISK
 MK1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1134_STAMPING: GERMAN NO 2 1935
 MK1134_MARK LOGO: CGS
 MK1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1134+STABILITY: SURFACE MOTION
 MK1134
 MK1134  HISTORY     - Date     Condition        Report By
 MK1134  HISTORY     - 1935     MONUMENTED       CGS
 MK1134  HISTORY     - 1940     GOOD             CGS
 MK1134  HISTORY     - 20221215 MARK NOT FOUND   NEPPD
 MK1134
 MK1134                          STATION DESCRIPTION
 MK1134
 MK1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1134'4 MI NW FROM HUMPHREY.
 MK1134'TO REACH FROM ABOVE HIGHWAY JUNCTION NEAR HUMPHREY PROCEED NORTH ON
 MK1134'U.S. HIGHWAY NO. 81, GO 3.0 MILES, TURN LEFT (WEST) ONTO COUNTY
 MK1134'LINE ROAD, GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD INTERSECTION,
 MK1134'GO 0.1 MILE TO STATION.  BENCH MARK IS IN WEST RIGHT-OF-WAY
 MK1134'FENCE, 194.25 FEET NORTH OF TRIANGULATION STATION, GERMAN 1935.
 MK1134'NO WOODEN POST SET, FIELD AND RIGHT-OF-WAY UNDER CULTIVATION.
 MK1134
 MK1134                          STATION RECOVERY (2022)
 MK1134
 MK1134'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1942 ***********************************************************************
 MK1942  DESIGNATION -  GERMAN RM 3
 MK1942  PID         -  MK1942
 MK1942  STATE/COUNTY-  NE/PLATTE
 MK1942  COUNTRY     -  US
 MK1942  USGS QUAD   -  CORNLEA (2017)
 MK1942
 MK1942                         *CURRENT SURVEY CONTROL
 MK1942  ______________________________________________________________________
 MK1942* NAD 83(1995) POSITION- 41 44 30.47690(N) 097 30 10.73585(W)   ADJUSTED
 MK1942* NAVD 88 ORTHO HEIGHT -   524.49  (+/-2cm)     1720.8   (feet) VERTCON
 MK1942  ______________________________________________________________________
 MK1942  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 MK1942  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 MK1942  HORZ ORDER      -  FIRST
 MK1942  VERT ORDER      -  THIRD ? (See Below)
 MK1942
 MK1942.The horizontal coordinates were established by classical geodetic methods
 MK1942.and adjusted by the National Geodetic Survey in August 1997.
 MK1942
 MK1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1942
 MK1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1942.GEOID18 height accuracy estimate available here.
 MK1942
 MK1942.The vertical order pertains to the NGVD 29 superseded value.
 MK1942
 MK1942.Click photographs - Photos may exist for this station.
 MK1942
 MK1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1942
 MK1942. The following values were computed from the NAD 83(1995) position.
 MK1942
 MK1942;                    North         East     Units Scale Factor Converg.
 MK1942;SPC NE       -   214,886.906   707,616.018   MT  0.99966705   +1 39 17.2
 MK1942;SPC NE       -   705,008.12  2,321,570.22   sFT  0.99966705   +1 39 17.2
 MK1942;UTM  14      - 4,622,191.949   624,481.021   MT  0.99979068   +0 59 48.5
 MK1942
 MK1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1942!SPC NE       -   0.99992162  x   0.99966705  =   0.99958870
 MK1942!UTM  14      -   0.99992162  x   0.99979068  =   0.99971232
 MK1942
 MK1942:                Primary Azimuth Mark                     Grid Az
 MK1942:SPC NE       -  WHITE RM A                               024 01 46.6
 MK1942:UTM  14      -  WHITE RM A                               024 41 15.3
 MK1942
 MK1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2448122191(NAD 83)
 MK1942
 MK1942|---------------------------------------------------------------------|
 MK1942| PID    Reference Object                     Distance      Geod. Az  |
 MK1942|                                                           dddmmss.s |
 MK1942| MK1856 WHITE RM A                          APPROX.16.4 KM 0254103.8 |
 MK1942| MK1132 GERMAN                               19.342 METERS 07732     |
 MK1942| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX. 5.8 KM 1670123.7 |
 MK1942| MK1850 HUMPHREY TANK                       APPROX. 6.0 KM 1690540.2 |
 MK1942|---------------------------------------------------------------------|
 MK1942
 MK1942                          SUPERSEDED SURVEY CONTROL
 MK1942
 MK1942  NAD 83(1986)-  41 44 30.48616(N)    097 30 10.74016(W) AD(       ) 1
 MK1942  NAD 27      -  41 44 30.45951(N)    097 30 09.57034(W) AD(       ) 1
 MK1942  NGVD 29             524.30   (m)         1720.1    (f) LEVELING    3  
 MK1942
 MK1942.Superseded values are not recommended for survey control.
 MK1942
 MK1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1942.See file dsdata.pdf to determine how the superseded data were derived.
 MK1942
 MK1942_MARKER: DR = REFERENCE MARK DISK
 MK1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1942_STAMPING: GERMAN NO 3 1935 1966
 MK1942_MARK LOGO: CGS
 MK1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1942+STABILITY: SURFACE MOTION
 MK1942
 MK1942  HISTORY     - Date     Condition        Report By
 MK1942  HISTORY     - 1966     MONUMENTED       CGS
 MK1942
 MK1942                          STATION DESCRIPTION
 MK1942
 MK1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1942'STATION IS LOCATED ABOUT 4 MILES NORTH OF HUMPHREY, 6-1/2 MILES
 MK1942'SOUTH-SOUTHWEST OF MADISON, 2 MILES WEST OF U.S. HIGHWAY 81,
 MK1942'0.15 MILES SOUTH OF THE MADISON-PLATTE COUNTY LINE, ON ROAD
 MK1942'RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION 1.  T 20 N.
 MK1942'R 2 W.
 MK1942'
 MK1942'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GERMAN NO
 MK1942'3 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT SHOWS
 MK1942'ABOUT 4 INCHES OF THE MARK ON THE EAST SIDE.  A SUB-SURFACE
 MK1942'REFERENCE MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME AS
 MK1942'THE SURFACE DISK.  MARK IS 67.4 FEET WEST-SOUTHWEST OF A
 MK1942'METAL WITNESS POST, 32 FEET WEST OF THE CENTER OF A GRAVELED
 MK1942'ROAD, IN A NORTH-SOUTH FENCELINE AND ABOUT 2 FEET LOWER ELEVATION
 MK1942'THAN THE ROAD.
 MK1942'
 MK1942'GERMAN 1935 IS A STANDARD STATION MARK DISK, STAMPED GERMAN 1935,
 MK1942'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MK1942'SURFACE OF THE GROUND.  ABOUT 6 INCHES OF THE MARK SHOWS ON THE
 MK1942'WEST SIDE OF THE MARK.  A TRAVERSE CONNECTION WAS MADE TO THIS
 MK1942'MARK.
 MK1942'
 MK1942'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 91 AND U.S.
 MK1942'HIGHWAY 81 WHICH IS ABOUT 1 MILE NORTHEAST OF THE TOWN OF
 MK1942'HUMPHREY.  GO NORTH ON HIGHWAY 81 FOR 3.0 MILES TO A CROSS ROAD.
 MK1942'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE
 MK1942'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1
 MK1942'MILE TO THE TOP OF A RISE AND THE STATION ON THE RIGHT, WEST SIDE
 MK1942'OF THE ROAD.
 MK1942'
 MK1942'HEIGHT OF LIGHT ABOVE STATION MARK 30.35 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0459 ***********************************************************************
 LG0459  DESIGNATION -  GG 209
 LG0459  PID         -  LG0459
 LG0459  STATE/COUNTY-  NE/FILLMORE
 LG0459  COUNTRY     -  US
 LG0459  USGS QUAD   -  EXETER (2017)
 LG0459
 LG0459                         *CURRENT SURVEY CONTROL
 LG0459  ______________________________________________________________________
 LG0459* NAD 83(1986) POSITION- 40 38 24.     (N) 097 26 40.     (W)   SCALED
 LG0459* NAVD 88 ORTHO HEIGHT -   489.683 (meters)     1606.57  (feet) ADJUSTED
 LG0459  ______________________________________________________________________
 LG0459  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 LG0459  DYNAMIC HEIGHT  -        489.414 (meters)     1605.69  (feet) COMP
 LG0459  MODELED GRAVITY -    980,059.4   (mgal)                       NAVD 88
 LG0459
 LG0459  VERT ORDER      -  FIRST     CLASS II
 LG0459
 LG0459.The horizontal coordinates were scaled from a map and have
 LG0459.an estimated accuracy of +/- 6 seconds.
 LG0459
 LG0459.The orthometric height was determined by differential leveling and
 LG0459.adjusted by the NATIONAL GEODETIC SURVEY
 LG0459.in June 1991.
 LG0459
 LG0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0459.GEOID18 height accuracy estimate available here.
 LG0459
 LG0459.Click photographs - Photos may exist for this station.
 LG0459
 LG0459.The dynamic height is computed by dividing the NAVD 88
 LG0459.geopotential number by the normal gravity value computed on the
 LG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0459.degrees latitude (g = 980.6199 gals.).
 LG0459
 LG0459.The modeled gravity was interpolated from observed gravity values.
 LG0459
 LG0459;                    North         East    Units  Estimated Accuracy
 LG0459;SPC NE       -    92,760.      716,100.      MT  (+/- 180 meters Scaled)
 LG0459
 LG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK315999(NAD 83)
 LG0459
 LG0459                          SUPERSEDED SURVEY CONTROL
 LG0459
 LG0459  NGVD 29 (??/??/92)  489.516  (m)         1606.02   (f) ADJ UNCH    1 2
 LG0459
 LG0459.Superseded values are not recommended for survey control.
 LG0459
 LG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0459.See file dsdata.pdf to determine how the superseded data were derived.
 LG0459
 LG0459_MARKER: DB = BENCH MARK DISK
 LG0459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0459_SP_SET: CULVERT HEADWALL
 LG0459_STAMPING: GG 209 1940
 LG0459_MARK LOGO: CGS
 LG0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0459+STABILITY: SURFACE MOTION
 LG0459
 LG0459  HISTORY     - Date     Condition        Report By
 LG0459  HISTORY     - 1940     MONUMENTED       CGS
 LG0459  HISTORY     - 1941     GOOD             CGS
 LG0459  HISTORY     - 20190819 MARK NOT FOUND   NEGS
 LG0459
 LG0459                          STATION DESCRIPTION
 LG0459
 LG0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0459'0.3 MI E FROM EXETER.
 LG0459'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0459'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.4 MILE SOUTH ALONG
 LG0459'A GRAVEL COUNTY ROAD, AT THE INTERSECTION OF U.S. HIGHWAY 6, 25
 LG0459'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE
 LG0459'CENTERLINE OF THE COUNTY ROAD, 17 FEET SOUTHWEST OF A FENCE
 LG0459'CORNER, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST
 LG0459'HEADWALL.  A STANDARD DISK, STAMPED GG 209 1940.
 LG0459
 LG0459                          STATION RECOVERY (2019)
 LG0459
 LG0459'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0459'SEARCHED FOR - NOT FOUND.  SHOULDERS ON U.S HIGHWAY 6 HAVE BEEN
 LG0459'WIDENED AND THE NORTH-SOUTH COUNTY ROAD (EAST BOUNDARY RD.) HAS BEEN
 LG0459'IMPROVED WITH A CONCRETE APPROACH.  CONCRETE IS LIKELY COVERING THE
 LG0459'MARK - IF THE MARK SURVIVED CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1274 ***********************************************************************
 LG1274  DESIGNATION -  GG 209 RESET
 LG1274  PID         -  LG1274
 LG1274  STATE/COUNTY-  NE/FILLMORE
 LG1274  COUNTRY     -  US
 LG1274  USGS QUAD   -  EXETER (2017)
 LG1274
 LG1274                         *CURRENT SURVEY CONTROL
 LG1274  ______________________________________________________________________
 LG1274* NAD 83(1986) POSITION- 40 38 26.     (N) 097 26 40.     (W)   SCALED
 LG1274* NAVD 88 ORTHO HEIGHT -   489.540 (meters)     1606.10  (feet) ADJUSTED
 LG1274  ______________________________________________________________________
 LG1274  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 LG1274  DYNAMIC HEIGHT  -        489.270 (meters)     1605.21  (feet) COMP
 LG1274  MODELED GRAVITY -    980,059.5   (mgal)                       NAVD 88
 LG1274
 LG1274  VERT ORDER      -  FIRST     CLASS II
 LG1274
 LG1274.The horizontal coordinates were scaled from a map and have
 LG1274.an estimated accuracy of +/- 6 seconds.
 LG1274
 LG1274.The orthometric height was determined by differential leveling and
 LG1274.adjusted by the NATIONAL GEODETIC SURVEY
 LG1274.in May 1993.
 LG1274
 LG1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1274.GEOID18 height accuracy estimate available here.
 LG1274
 LG1274.Click photographs - Photos may exist for this station.
 LG1274
 LG1274.The dynamic height is computed by dividing the NAVD 88
 LG1274.geopotential number by the normal gravity value computed on the
 LG1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1274.degrees latitude (g = 980.6199 gals.).
 LG1274
 LG1274.The modeled gravity was interpolated from observed gravity values.
 LG1274
 LG1274;                    North         East    Units  Estimated Accuracy
 LG1274;SPC NE       -    92,820.      716,100.      MT  (+/- 180 meters Scaled)
 LG1274
 LG1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL315000(NAD 83)
 LG1274
 LG1274                          SUPERSEDED SURVEY CONTROL
 LG1274
 LG1274.No superseded survey control is available for this station.
 LG1274
 LG1274_MARKER: DB = BENCH MARK DISK
 LG1274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1274_SP_SET: CULVERT HEADWALL
 LG1274_STAMPING: GG 209 RESET 1961
 LG1274_MARK LOGO: CGS
 LG1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1274+STABILITY: SURFACE MOTION
 LG1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1274+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1274
 LG1274  HISTORY     - Date     Condition        Report By
 LG1274  HISTORY     - 1961     MONUMENTED       CGS
 LG1274  HISTORY     - 19911008 GOOD             NGS
 LG1274  HISTORY     - 20190819 MARK NOT FOUND   NEGS
 LG1274
 LG1274                          STATION DESCRIPTION
 LG1274
 LG1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1274'IN EXETER, AT THE INTERSECTION OF U.S. HIGHWAY 6 (SOUTH BOUNDARY
 LG1274'STREET) AND EAST BOUNDARY AVENUE, IN TOP OF AND 0.9 M (3.0 FT) NORTH
 LG1274'OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 13.3 M
 LG1274'(43.6 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 4.5 M (14.8 FT) EAST
 LG1274'OF AND LEVEL WITH THE AVENUE CENTER.
 LG1274
 LG1274                          STATION RECOVERY (2019)
 LG1274
 LG1274'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG1274'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1122 ***********************************************************************
 MK1122  DESIGNATION -  GG 214
 MK1122  PID         -  MK1122
 MK1122  STATE/COUNTY-  NE/PLATTE
 MK1122  COUNTRY     -  US
 MK1122  USGS QUAD   -  HUMPHREY (2017)
 MK1122
 MK1122                         *CURRENT SURVEY CONTROL
 MK1122  ______________________________________________________________________
 MK1122* NAD 83(1986) POSITION- 41 38 25.     (N) 097 29 46.     (W)   SCALED
 MK1122* NAVD 88 ORTHO HEIGHT -   509.797 (meters)     1672.56  (feet) ADJUSTED
 MK1122  ______________________________________________________________________
 MK1122  GEOID HEIGHT    -        -24.919 (meters)                     GEOID18
 MK1122  DYNAMIC HEIGHT  -        509.574 (meters)     1671.83  (feet) COMP
 MK1122  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 MK1122
 MK1122  VERT ORDER      -  FIRST     CLASS II
 MK1122
 MK1122.The horizontal coordinates were scaled from a map and have
 MK1122.an estimated accuracy of +/- 6 seconds.
 MK1122
 MK1122.The orthometric height was determined by differential leveling and
 MK1122.adjusted by the NATIONAL GEODETIC SURVEY
 MK1122.in June 1991.
 MK1122
 MK1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1122.GEOID18 height accuracy estimate available here.
 MK1122
 MK1122.Click photographs - Photos may exist for this station.
 MK1122
 MK1122.The dynamic height is computed by dividing the NAVD 88
 MK1122.geopotential number by the normal gravity value computed on the
 MK1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1122.degrees latitude (g = 980.6199 gals.).
 MK1122
 MK1122.The modeled gravity was interpolated from observed gravity values.
 MK1122
 MK1122;                    North         East    Units  Estimated Accuracy
 MK1122;SPC NE       -   203,640.      708,510.      MT  (+/- 180 meters Scaled)
 MK1122
 MK1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM252109(NAD 83)
 MK1122
 MK1122                          SUPERSEDED SURVEY CONTROL
 MK1122
 MK1122  NGVD 29 (??/??/92)  509.602  (m)         1671.92   (f) ADJ UNCH    1 2
 MK1122
 MK1122.Superseded values are not recommended for survey control.
 MK1122
 MK1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1122.See file dsdata.pdf to determine how the superseded data were derived.
 MK1122
 MK1122_MARKER: DB = BENCH MARK DISK
 MK1122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1122_SP_SET: CULVERT HEADWALL
 MK1122_STAMPING: GG 214 1940
 MK1122_MARK LOGO: CGS
 MK1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1122+STABILITY: SURFACE MOTION
 MK1122
 MK1122  HISTORY     - Date     Condition        Report By
 MK1122  HISTORY     - 1940     MONUMENTED       CGS
 MK1122  HISTORY     - 19911018 GOOD             NEDR
 MK1122
 MK1122                          STATION DESCRIPTION
 MK1122
 MK1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1122'1.7 MI N FROM TARNOV.
 MK1122'1.7 MILES NORTH ALONG UNION PACIFIC RR. FROM STATION.  ALONG
 MK1122'RIGHT-OF-WAY OF UNION PACIFIC RR.  0.1 MILE SOUTH OF INTERSECTION
 MK1122'OF ROAD AND TRACK.  15 FEET WEST OF CENTER LINE OF TRACK.  4.0
 MK1122'FEET BELOW LEVEL OF TRACK.  SET FLUSH AND HORIZONTALLY IN
 MK1122'TOP OF WEST END OF CONCRETE HEADWALL OF RAILROAD CULVERT.  NO
 MK1122'WOODEN POST SET, CULVERT ACTS AS LANDMARK.
 MK1122
 MK1122                          STATION RECOVERY (1991)
 MK1122
 MK1122'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1122'TO REACH FROM THE ENTRANCE TO SAINT MICHAELS CHURCH IN TARNOV, GO
 MK1122'NORTH ON A COUNTY ROAD FOR 1.85 MI, (2.98 KM) TURN RIGHT AND GO EAST
 MK1122'FOR 0.45 MI (0.72 KM) TO A RAILROAD CROSSING, THEN 0.1 MI (0.2 KM)
 MK1122'SOUTH ALONG THE TRACK TO THE MARK, IN THE TOP OF THE WEST HEADWALL OF
 MK1122'A CULVERT, 15.0 FT (4.6 M) WEST OF THE CENTERLINE OF THE TRACK, 2.0 FT
 MK1122'(0.6 M) SOUTH OF A FIBERGLASS WITNESS POST AND ABOUT 4 FT (1.2 M)
 MK1122'LOWER THAN THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0021 ***********************************************************************
 LH0021  DESIGNATION -  GG 250
 LH0021  PID         -  LH0021
 LH0021  STATE/COUNTY-  NE/ADAMS
 LH0021  COUNTRY     -  US
 LH0021  USGS QUAD   -  HASTINGS WEST (2017)
 LH0021
 LH0021                         *CURRENT SURVEY CONTROL
 LH0021  ______________________________________________________________________
 LH0021* NAD 83(1986) POSITION- 40 34 59.     (N) 098 23 33.     (W)   SCALED
 LH0021* NAVD 88 ORTHO HEIGHT -   589.673 (meters)     1934.62  (feet) ADJUSTED
 LH0021  ______________________________________________________________________
 LH0021  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 LH0021  DYNAMIC HEIGHT  -        589.343 (meters)     1933.54  (feet) COMP
 LH0021  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 LH0021
 LH0021  VERT ORDER      -  FIRST     CLASS II
 LH0021
 LH0021.The horizontal coordinates were scaled from a map and have
 LH0021.an estimated accuracy of +/- 6 seconds.
 LH0021
 LH0021.The orthometric height was determined by differential leveling and
 LH0021.adjusted by the NATIONAL GEODETIC SURVEY
 LH0021.in May 1993.
 LH0021
 LH0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0021.GEOID18 height accuracy estimate available here.
 LH0021
 LH0021.Click photographs - Photos may exist for this station.
 LH0021
 LH0021.The dynamic height is computed by dividing the NAVD 88
 LH0021.geopotential number by the normal gravity value computed on the
 LH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0021.degrees latitude (g = 980.6199 gals.).
 LH0021
 LH0021.The modeled gravity was interpolated from observed gravity values.
 LH0021
 LH0021;                    North         East    Units  Estimated Accuracy
 LH0021;SPC NE       -    84,510.      636,060.      MT  (+/- 180 meters Scaled)
 LH0021
 LH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK514926(NAD 83)
 LH0021
 LH0021                          SUPERSEDED SURVEY CONTROL
 LH0021
 LH0021  NAVD 88 (06/15/91)  589.649  (m)         1934.54   (f) SUPERSEDED  1 2
 LH0021  NGVD 29 (??/??/92)  589.419  (m)         1933.79   (f) ADJ UNCH    1 2
 LH0021
 LH0021.Superseded values are not recommended for survey control.
 LH0021
 LH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0021.See file dsdata.pdf to determine how the superseded data were derived.
 LH0021
 LH0021_MARKER: DB = BENCH MARK DISK
 LH0021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0021_SP_SET: OVERPASS ABUTMENT
 LH0021_STAMPING: GG 250 1947
 LH0021_MARK LOGO: CGS
 LH0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0021+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0021
 LH0021  HISTORY     - Date     Condition        Report By
 LH0021  HISTORY     - 1947     MONUMENTED       CGS
 LH0021  HISTORY     - 19910925 GOOD             NGS
 LH0021  HISTORY     - 19961122 GOOD             NEDR
 LH0021
 LH0021                          STATION DESCRIPTION
 LH0021
 LH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0021'0.3 MI W FROM HASTINGS.
 LH0021'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0021'FROM THE STATION AT HASTINGS, IN TOP OF THE SOUTH CORNER OF THE
 LH0021'EAST ABUTMENT OF RAILROAD OVERPASS NO. 156.42, WHICH IS AT THE
 LH0021'POINT WHERE U.S. HIGHWAY NO. 281 GOES UNDER THE RAILROAD.
 LH0021
 LH0021                          STATION RECOVERY (1991)
 LH0021
 LH0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0021'IN HASTINGS, AT THE INTERSECTION OF U.S. HIGHWAY 281 AND THE
 LH0021'BURLINGTON NORTHERN RAILROAD, 0.3 M (1.0 FT) NORTH OF THE SOUTH END
 LH0021'OF THE EAST ABUTMENT OF A RAILROAD OVERPASS OF THE HIGHWAY, 9.5 M
 LH0021'(31.2 FT) EAST OF THE CENTER OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTH OF
 LH0021'THE NEAR RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.
 LH0021
 LH0021                          STATION RECOVERY (1996)
 LH0021
 LH0021'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (TWR)
 LH0021'RECOVERED IN GOOD CONDITION BUT HAD TO BE MOVED DUE TO CONSTRUCTION. A
 LH0021'RESET BENCH MARK WAS ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9625 ***********************************************************************
 AG9625  DESIGNATION -  GG 250 RESET
 AG9625  PID         -  AG9625
 AG9625  STATE/COUNTY-  NE/ADAMS
 AG9625  COUNTRY     -  US
 AG9625  USGS QUAD   -  HASTINGS WEST (2017)
 AG9625
 AG9625                         *CURRENT SURVEY CONTROL
 AG9625  ______________________________________________________________________
 AG9625* NAD 83(1986) POSITION- 40 35 00.83   (N) 098 23 32.31   (W)   HD_HELD1
 AG9625* NAVD 88 ORTHO HEIGHT -   589.54  (meters)     1934.2   (feet) RESET
 AG9625  ______________________________________________________________________
 AG9625  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 AG9625  VERT ORDER      -  THIRD
 AG9625
 AG9625.The horizontal coordinates were determined by differentially corrected
 AG9625.hand held GPS observations or other comparable positioning techniques
 AG9625.and have an estimated accuracy of +/- 3 meters.
 AG9625
 AG9625.The orthometric height was computed from unverified reset data.
 AG9625
 AG9625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9625.GEOID18 height accuracy estimate available here.
 AG9625
 AG9625.Click photographs - Photos may exist for this station.
 AG9625
 AG9625;                    North         East    Units  Estimated Accuracy
 AG9625;SPC NE       -    84,563.0     636,074.4     MT  (+/- 3 meters HH1 GPS) 
 AG9625
 AG9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5142892707(NAD 83)
 AG9625
 AG9625                          SUPERSEDED SURVEY CONTROL
 AG9625
 AG9625.No superseded survey control is available for this station.
 AG9625
 AG9625_MARKER: DV = VERTICAL CONTROL DISK
 AG9625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9625_SP_SET: UNDERPASS ABUTMENT
 AG9625_STAMPING: GG 250 RESET 1996
 AG9625_MARK LOGO: NGS
 AG9625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9625+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9625
 AG9625  HISTORY     - Date     Condition        Report By
 AG9625  HISTORY     - 1996     MONUMENTED       NEDR
 AG9625
 AG9625                          STATION DESCRIPTION
 AG9625
 AG9625'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1996 (TWR)
 AG9625'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 6 AND 281 AT J STREET AND
 AG9625'BURLINGTON AVENUE, IN HASTINGS, GO NORTH ON BURLINGTON AVENUE AND
 AG9625'HIGHWAY 281 FOR 1.07 MI (1.72 KM) TO THE MARK ON THE EAST RIGHT-OF-WAY
 AG9625'OF THE HIGHWAY, NEAR THE SE CORNER OF SEC11, T7N, R10W AT HIGHWAY
 AG9625'MILEPOST 46+17 AND HIGHWAY STATIONING NUMBERED 110+91. THE DISK IS
 AG9625'CEMENTED INTO A DRILLED HOLE IN THE TOP OF THE SOUTHEAST CORNER OF THE
 AG9625'ABUTMENT OF A RAILROAD UNDERPASS.  IT IS 127.25 FT (38.79 M) WEST OF
 AG9625'THE TOP, NORTHWEST BOLT IN CONCRETE BASE OF RAILROAD TRACK SIGNAL ARM,
 AG9625'101.63 FT (30.98 M) NORTH-NORTHWEST OF A NEDR BRASS CAP IN THE SOUTH
 AG9625'END OF A PUMP HOUSE, 70.17 FT (21.39 M) NORTH OF THE TOP, NORTH
 AG9625'CONCRETE BASE FOR A LIGHT POLE, 49.0 FT (14.9 M) EAST OF THE
 AG9625'CENTERLINE OF THE HIGHWAY AND 8.92 FT (2.72 M) SOUTH OF THE TOP CENTER
 AG9625'OF THE SOUTHERNMOST TRACK OF THE SOUTHERNMOST SET OF RAILROAD TRACKS.
 AG9625'ALL DISTANCES ARE MEASURED SLOPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4158 ***********************************************************************
 AB4158  SACS        -  This is a Secondary Airport Control Station.
 AB4158  DESIGNATION -  GGF A
 AB4158  PID         -  AB4158
 AB4158  STATE/COUNTY-  NE/PERKINS
 AB4158  COUNTRY     -  US
 AB4158  USGS QUAD   -  GRANT (2017)
 AB4158
 AB4158                         *CURRENT SURVEY CONTROL
 AB4158  ______________________________________________________________________
 AB4158* NAD 83(2011) POSITION- 40 51 52.07045(N) 101 43 44.80385(W)   ADJUSTED
 AB4158* NAD 83(2011) ELLIP HT-  1021.527 (meters)        (06/27/12)   ADJUSTED
 AB4158* NAD 83(2011) EPOCH   -  2010.00
 AB4158* NAVD 88 ORTHO HEIGHT -  1043.01  (meters)     3421.9   (feet) GPS OBS
 AB4158  ______________________________________________________________________
 AB4158  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4158  GEOID HEIGHT    -        -21.416 (meters)                     GEOID96
 AB4158  GEOID HEIGHT    -        -21.426 (meters)                     GEOID18
 AB4158  NAD 83(2011) X  -   -982,114.655 (meters)                     COMP
 AB4158  NAD 83(2011) Y  - -4,730,347.184 (meters)                     COMP
 AB4158  NAD 83(2011) Z  -  4,151,720.284 (meters)                     COMP
 AB4158  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 AB4158
 AB4158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4158  Standards:
 AB4158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4158  -------------------------------------------------------------------
 AB4158  NETWORK    0.53   1.31           0.25   0.16   0.67     -0.06360291
 AB4158  -------------------------------------------------------------------
 AB4158  Click here for local accuracies and other accuracy information.
 AB4158
 AB4158.This mark is at Grant Municipal Airport (GGF)
 AB4158
 AB4158.The horizontal coordinates were established by GPS observations
 AB4158.and adjusted by the National Geodetic Survey in June 2012.
 AB4158
 AB4158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4158.been affixed to the stable North American tectonic plate. See 
 AB4158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4158
 AB4158.The horizontal coordinates are valid at the epoch date displayed above
 AB4158.which is a decimal equivalence of Year/Month/Day.
 AB4158
 AB4158.The orthometric height was determined by GPS observations and a
 AB4158.high-resolution geoid model.
 AB4158
 AB4158.GPS derived orthometric heights for airport stations designated as
 AB4158.PACS or SACS are published to 2 decimal places.  This maintains
 AB4158.centimeter relative accuracy between the PACS and SACS.  It does
 AB4158.not indicate centimeter accuracy relative to other marks which are
 AB4158.part of the published vertical control network.
 AB4158
 AB4158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4158.GEOID18 height accuracy estimate available here.
 AB4158
 AB4158.Click photographs - Photos may exist for this station.
 AB4158
 AB4158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4158
 AB4158.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4158
 AB4158.The ellipsoidal height was determined by GPS observations
 AB4158.and is referenced to NAD 83.
 AB4158
 AB4158. The following values were computed from the NAD 83(2011) position.
 AB4158
 AB4158;                    North         East     Units Scale Factor Converg.
 AB4158;SPC NE       -   115,940.942   354,273.642   MT  0.99972080   -1 08 45.2
 AB4158;SPC NE       -   380,382.91  1,162,312.77   sFT  0.99972080   -1 08 45.2
 AB4158;UTM  14      - 4,527,296.888   269,995.285   MT  1.00025118   -1 47 10.9
 AB4158
 AB4158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4158!SPC NE       -   0.99983979  x   0.99972080  =   0.99956063
 AB4158!UTM  14      -   0.99983979  x   1.00025118  =   1.00009093
 AB4158
 AB4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6999527296(NAD 83)
 AB4158
 AB4158                          SUPERSEDED SURVEY CONTROL
 AB4158
 AB4158  NAD 83(2007)-  40 51 52.07032(N)    101 43 44.80466(W) AD(2002.00) 0
 AB4158  ELLIP H (02/10/07) 1021.553  (m)                       GP(2002.00)    
 AB4158  ELLIP H (12/18/01) 1021.537  (m)                       GP(       ) 4 1
 AB4158  NAD 83(1995)-  40 51 52.06985(N)    101 43 44.80431(W) AD(       ) 1
 AB4158  ELLIP H (08/21/98) 1021.582  (m)                       GP(       ) 4 1
 AB4158
 AB4158.Superseded values are not recommended for survey control.
 AB4158
 AB4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4158.See file dsdata.pdf to determine how the superseded data were derived.
 AB4158
 AB4158_MARKER: DD = SURVEY DISK
 AB4158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4158_STAMPING: GGF A 1995
 AB4158_MARK LOGO: NGS
 AB4158_PROJECTION: FLUSH
 AB4158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4158+STABILITY: SURFACE MOTION
 AB4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4158+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 AB4158_ROD/PIPE-DEPTH: 1 meters
 AB4158
 AB4158  HISTORY     - Date     Condition        Report By
 AB4158  HISTORY     - 1995     MONUMENTED       NGS
 AB4158  HISTORY     - 19970802 GOOD             NGS
 AB4158  HISTORY     - 20040902 GOOD             NDA
 AB4158
 AB4158                          STATION DESCRIPTION
 AB4158
 AB4158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4158'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF OGALLALA, 2.0
 AB4158'MI (3.2 KM) NORTH OF GRANT, AT THE GRANT MUNICIPAL AIRPORT, NEAR THE
 AB4158'PERIMETER FENCE AT THE SOUTH END OF THE AIRPORT.  OWNERSHIP--CITY OF
 AB4158'GRANT, 342 CENTRAL AVE, GRANT NE 69140.  AIRPORT MANAGER - LEO PORTER,
 AB4158'JR, PHONE (308) 352-2223.  TO REACH THE STATION FROM THE JUNCTION OF
 AB4158'STATE HIGHWAYS 23 AND 61 NORTH IN GRANT, GO NORTH ON STATE HIGHWAY 61
 AB4158'FOR 2.25 MI (3.62 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN
 AB4158'SOUTHEAST FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM) TO
 AB4158'THE APRON ON THE RIGHT, TURN RIGHT AND GO WEST-SOUTHWEST ON THE APRON
 AB4158'THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT
 AB4158'AND GO SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.35 MI (0.56 KM) TO THE
 AB4158'PAVEMENT END, BEAR RIGHT AND GO SOUTH ACROSS THE GRASS FOR 269 FT
 AB4158'(82.0 M) TO THE STATION ON TOP OF A SMALL RISE.  THE STATION IS THE
 AB4158'CENTER OF A 5 CM DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AB4158'PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP. THE LOGO CAP AND
 AB4158'CONCRETE ARE FLUSH WITH GROUND.  THREE CIRCULAR PRONGS EXTEND FROM THE
 AB4158'BOTTOM OF THE FENO PIPE.  LOCATED 269.6 FT (82.2 M) SOUTH OF THE
 AB4158'RUNWAY CENTER AT THE PAVEMENT END, 92.7 FT (28.3 M) EAST OF A CORNER
 AB4158'POST, 37.0 FT (11.3 M) SOUTH-SOUTHWEST OF THE BOTTOM OF A SHALLOW
 AB4158'DITCH AND 9.2 FT (2.8 M) NORTH OF A FENCE LINE WITH A WITNESS POST.
 AB4158'THIS STATION TO BE USED AS SACS.
 AB4158
 AB4158                          STATION RECOVERY (1997)
 AB4158
 AB4158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AB4158'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AB4158'MANAGER IS ED MARTEENS.  ADDRESS AND PHONE NUMBER IS THE SAME.
 AB4158
 AB4158                          STATION RECOVERY (2004)
 AB4158
 AB4158'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AB4158'CONTACT CITY ADMINISTRATOR 308-352-2100  EMAIL GRANT(AT SIGN)GPCOM.NET
 AB4158'P.O. BOX 614
 AB4158'NEW CITY ADMINISTRATOR AND AIRPORT MANAGER EXPECTED IN SEPTEMBER 2004
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1271 ***********************************************************************
 LH1271  DESIGNATION -  GIBBON ELEVATOR
 LH1271  PID         -  LH1271
 LH1271  STATE/COUNTY-  NE/BUFFALO
 LH1271  COUNTRY     -  US
 LH1271  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1271
 LH1271                         *CURRENT SURVEY CONTROL
 LH1271  ______________________________________________________________________
 LH1271* NAD 83(1995) POSITION- 40 44 57.89163(N) 098 50 42.24434(W)   ADJUSTED
 LH1271  ______________________________________________________________________
 LH1271  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 LH1271  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 LH1271  HORZ ORDER      -  THIRD
 LH1271
 LH1271.The horizontal coordinates were established by classical geodetic methods
 LH1271.and adjusted by the National Geodetic Survey in August 1997.
 LH1271
 LH1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1271.GEOID18 height accuracy estimate available here.
 LH1271
 LH1271.Click photographs - Photos may exist for this station.
 LH1271
 LH1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1271
 LH1271. The following values were computed from the NAD 83(1995) position.
 LH1271
 LH1271;                    North         East     Units Scale Factor Converg.
 LH1271;SPC NE       -   102,362.097   597,509.743   MT  0.99974506   +0 45 55.3
 LH1271;SPC NE       -   335,832.98  1,960,329.88   sFT  0.99974506   +0 45 55.3
 LH1271;UTM  14      - 4,510,951.826   513,079.255   MT  0.99960211   +0 06 04.1
 LH1271
 LH1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1307910951(NAD 83)
 LH1271
 LH1271                          SUPERSEDED SURVEY CONTROL
 LH1271
 LH1271  NAD 83(1986)-  40 44 57.89951(N)    098 50 42.24498(W) AD(       ) 3
 LH1271  NAD 27      -  40 44 57.85000(N)    098 50 40.96100(W) AD(       ) 3
 LH1271  USSD        -  40 44 57.90000(N)    098 50 40.98200(W) AD(       ) 3
 LH1271
 LH1271.Superseded values are not recommended for survey control.
 LH1271
 LH1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1271.See file dsdata.pdf to determine how the superseded data were derived.
 LH1271
 LH1271_MARKER: 65 = GRAIN ELEVATOR
 LH1271
 LH1271  HISTORY     - Date     Condition        Report By
 LH1271  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1271
 LH1271                          STATION DESCRIPTION
 LH1271
 LH1271'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1276 ***********************************************************************
 LH1276  DESIGNATION -  GIBBON MUNICIPAL TANK
 LH1276  PID         -  LH1276
 LH1276  STATE/COUNTY-  NE/BUFFALO
 LH1276  COUNTRY     -  US
 LH1276  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1276
 LH1276                         *CURRENT SURVEY CONTROL
 LH1276  ______________________________________________________________________
 LH1276* NAD 83(1995) POSITION- 40 44 50.88757(N) 098 50 43.02031(W)   ADJUSTED
 LH1276  ______________________________________________________________________
 LH1276  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 LH1276  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 LH1276  HORZ ORDER      -  THIRD
 LH1276
 LH1276.The horizontal coordinates were established by classical geodetic methods
 LH1276.and adjusted by the National Geodetic Survey in August 1997.
 LH1276
 LH1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1276.GEOID18 height accuracy estimate available here.
 LH1276
 LH1276.Click photographs - Photos may exist for this station.
 LH1276
 LH1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1276
 LH1276. The following values were computed from the NAD 83(1995) position.
 LH1276
 LH1276;                    North         East     Units Scale Factor Converg.
 LH1276;SPC NE       -   102,145.874   597,494.431   MT  0.99974551   +0 45 54.8
 LH1276;SPC NE       -   335,123.59  1,960,279.65   sFT  0.99974551   +0 45 54.8
 LH1276;UTM  14      - 4,510,735.826   513,061.439   MT  0.99960210   +0 06 03.6
 LH1276
 LH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1306110735(NAD 83)
 LH1276
 LH1276                          SUPERSEDED SURVEY CONTROL
 LH1276
 LH1276  NAD 83(1986)-  40 44 50.89510(N)    098 50 43.02033(W) AD(       ) 3
 LH1276  NAD 27      -  40 44 50.84060(N)    098 50 41.74560(W) AD(       ) 3
 LH1276
 LH1276.Superseded values are not recommended for survey control.
 LH1276
 LH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1276.See file dsdata.pdf to determine how the superseded data were derived.
 LH1276
 LH1276_MARKER: 53 = ELEVATED TANK
 LH1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1276+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 LH1276
 LH1276  HISTORY     - Date     Condition        Report By
 LH1276  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1276  HISTORY     - 1950     GOOD             CGS
 LH1276  HISTORY     - 1959     GOOD             CGS
 LH1276  HISTORY     - 19890510 GOOD             NGS
 LH1276  HISTORY     - 20020808 GOOD             USPSQD
 LH1276
 LH1276                          STATION DESCRIPTION
 LH1276
 LH1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1276'THE STATION IS LOCATED IN THE SMALL TOWN OF GIBBON, AND
 LH1276'IMMEDIATELY BEHIND THE FIRE HOUSE.  IT IS ABOUT 115 FEET HIGH,
 LH1276'PAINTED SILVER, HAS FOUR LEGS, OF STEEL CONSTRUCTION, HAS
 LH1276'GIBBON STENCILED ON THE SIDE OF THE BOWL AND HAS A BALL ON TOP.
 LH1276'
 LH1276'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LH1276
 LH1276                          STATION RECOVERY (1950)
 LH1276
 LH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1276'RECOVERED IN GOOD CONDITION.
 LH1276
 LH1276                          STATION RECOVERY (1959)
 LH1276
 LH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1276'STATION WAS RECOVERED AS DESCRIBED IN 1950.  THIS IS THE
 LH1276'SAME TANK THAT WAS OBSERVED IN 1950.
 LH1276
 LH1276                          STATION RECOVERY (1989)
 LH1276
 LH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1276'RECOVERED IN GOOD CONDITION.
 LH1276
 LH1276                          STATION RECOVERY (2002)
 LH1276
 LH1276'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1275 ***********************************************************************
 LH1275  DESIGNATION -  GIBBON R R WINDMILL
 LH1275  PID         -  LH1275
 LH1275  STATE/COUNTY-  NE/BUFFALO
 LH1275  COUNTRY     -  US
 LH1275  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1275
 LH1275                         *CURRENT SURVEY CONTROL
 LH1275  ______________________________________________________________________
 LH1275* NAD 83(1995) POSITION- 40 44 58.56683(N) 098 50 43.43975(W)   ADJUSTED
 LH1275  ______________________________________________________________________
 LH1275  GEOID HEIGHT    -        -24.600 (meters)                     GEOID18
 LH1275  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LH1275  HORZ ORDER      -  THIRD
 LH1275
 LH1275.The horizontal coordinates were established by classical geodetic methods
 LH1275.and adjusted by the National Geodetic Survey in August 1997.
 LH1275
 LH1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1275.GEOID18 height accuracy estimate available here.
 LH1275
 LH1275.Click photographs - Photos may exist for this station.
 LH1275
 LH1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1275
 LH1275. The following values were computed from the NAD 83(1995) position.
 LH1275
 LH1275;                    North         East     Units Scale Factor Converg.
 LH1275;SPC NE       -   102,382.543   597,481.432   MT  0.99974502   +0 45 54.5
 LH1275;SPC NE       -   335,900.06  1,960,237.00   sFT  0.99974502   +0 45 54.5
 LH1275;UTM  14      - 4,510,972.596   513,051.186   MT  0.99960210   +0 06 03.3
 LH1275
 LH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1305110972(NAD 83)
 LH1275
 LH1275                          SUPERSEDED SURVEY CONTROL
 LH1275
 LH1275  NAD 83(1986)-  40 44 58.57472(N)    098 50 43.44040(W) AD(       ) 3
 LH1275  NAD 27      -  40 44 58.52400(N)    098 50 42.15700(W) AD(       ) 3
 LH1275  USSD        -  40 44 58.57500(N)    098 50 42.17800(W) AD(       ) 3
 LH1275
 LH1275.Superseded values are not recommended for survey control.
 LH1275
 LH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1275.See file dsdata.pdf to determine how the superseded data were derived.
 LH1275
 LH1275_MARKER: 66 = WINDMILL
 LH1275
 LH1275  HISTORY     - Date     Condition        Report By
 LH1275  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1275
 LH1275                          STATION DESCRIPTION
 LH1275
 LH1275'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0884 ***********************************************************************
 NM0884  DESIGNATION -  GIBBS
 NM0884  PID         -  NM0884
 NM0884  STATE/COUNTY-  NE/DIXON
 NM0884  COUNTRY     -  US
 NM0884  USGS QUAD   -  BURBANK (2017)
 NM0884
 NM0884                         *CURRENT SURVEY CONTROL
 NM0884  ______________________________________________________________________
 NM0884* NAD 83(1995) POSITION- 42 41 38.57935(N) 096 50 54.19909(W)   ADJUSTED
 NM0884* NAVD 88 ORTHO HEIGHT -   423.871 (meters)     1390.65  (feet) ADJUSTED
 NM0884  ______________________________________________________________________
 NM0884  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 NM0884  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 NM0884  DYNAMIC HEIGHT  -        423.745 (meters)     1390.24  (feet) COMP
 NM0884  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NM0884
 NM0884  HORZ ORDER      -  THIRD
 NM0884  VERT ORDER      -  SECOND    CLASS 0
 NM0884
 NM0884.The horizontal coordinates were established by classical geodetic methods
 NM0884.and adjusted by the National Geodetic Survey in August 1997.
 NM0884
 NM0884.The orthometric height was determined by differential leveling and
 NM0884.adjusted by the NATIONAL GEODETIC SURVEY
 NM0884.in June 1991.
 NM0884
 NM0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0884.GEOID18 height accuracy estimate available here.
 NM0884
 NM0884.Click photographs - Photos may exist for this station.
 NM0884
 NM0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0884
 NM0884.The dynamic height is computed by dividing the NAVD 88
 NM0884.geopotential number by the normal gravity value computed on the
 NM0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0884.degrees latitude (g = 980.6199 gals.).
 NM0884
 NM0884.The modeled gravity was interpolated from observed gravity values.
 NM0884
 NM0884. The following values were computed from the NAD 83(1995) position.
 NM0884
 NM0884;                    North         East     Units Scale Factor Converg.
 NM0884;SPC NE       -   322,341.445   758,167.115   MT  0.99987412   +2 05 18.8
 NM0884;SPC NE       - 1,057,548.56  2,487,419.94   sFT  0.99987412   +2 05 18.8
 NM0884;SPC SD S     -    46,063.817   885,498.053   MT  1.00003588   +2 24 14.7
 NM0884;SPC SD S     -   151,127.71  2,905,171.53   sFT  1.00003588   +2 24 14.7
 NM0884;UTM  14      - 4,729,084.956   676,245.316   MT  0.99998217   +1 27 33.6
 NM0884
 NM0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0884!SPC NE       -   0.99993753  x   0.99987412  =   0.99981166
 NM0884!SPC SD S     -   0.99993753  x   1.00003588  =   0.99997341
 NM0884!UTM  14      -   0.99993753  x   0.99998217  =   0.99991970
 NM0884
 NM0884:                Primary Azimuth Mark                     Grid Az
 NM0884:SPC NE       -  GIBBS AZ MK                              280 57 34.5
 NM0884:SPC SD S     -  GIBBS AZ MK                              280 38 38.6
 NM0884:UTM  14      -  GIBBS AZ MK                              281 35 19.7
 NM0884
 NM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7624529084(NAD 83)
 NM0884
 NM0884|---------------------------------------------------------------------|
 NM0884| PID    Reference Object                     Distance      Geod. Az  |
 NM0884|                                                           dddmmss.s |
 NM0884| NM0883 GIBBS RM 1                                         02306     |
 NM0884| NM1841 ELK POINT MUNICIPAL TANK            APPROX.13.2 KM 0932620.7 |
 NM0884| NM0885 GIBBS RM 2                                         17824     |
 NM0884| NM0886 GIBBS AZ MK                                        2830253.3 |
 NM0884| NM1853 VERMILLION TANK                     APPROX.11.6 KM 3231016.5 |
 NM0884|---------------------------------------------------------------------|
 NM0884
 NM0884                          SUPERSEDED SURVEY CONTROL
 NM0884
 NM0884  NAD 83(1986)-  42 41 38.58370(N)    096 50 54.19284(W) AD(       ) 3
 NM0884  NAD 27      -  42 41 38.58600(N)    096 50 53.03800(W) AD(       ) 3
 NM0884  NGVD 29 (??/??/92)  423.688  (m)         1390.05   (f) ADJ UNCH    2 0
 NM0884  NGVD 29             423.69   (m)         1390.1    (f) LEVELING    3  
 NM0884
 NM0884.Superseded values are not recommended for survey control.
 NM0884
 NM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0884.See file dsdata.pdf to determine how the superseded data were derived.
 NM0884
 NM0884_MARKER: DS = TRIANGULATION STATION DISK
 NM0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0884_STAMPING: GIBBS 1948
 NM0884_MARK LOGO: CGS
 NM0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0884+STABILITY: SURFACE MOTION
 NM0884
 NM0884  HISTORY     - Date     Condition        Report By
 NM0884  HISTORY     - 1948     MONUMENTED       CGS
 NM0884  HISTORY     - 1949     GOOD             CGS
 NM0884
 NM0884                          STATION DESCRIPTION
 NM0884
 NM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0884'STATION IS LOCATED ON A GRASSY KNOLL ABOUT 1.5 MILES EAST,
 NM0884'AND 3.0 MILES NORTH OF NEWCASTLE, ON LAND OWNED BY THE GIBBS
 NM0884'ESTATE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM0884'GIBBS 1948.
 NM0884'
 NM0884'REFERENCE MARK NO. 1 IS 60.85 FEET (SLOPE) NORTH OF THE
 NM0884'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM0884'GIBBS NO 1 1948.
 NM0884'
 NM0884'REFERENCE MARK NO. 2 IS 53.56 FEET (SLOPE) SOUTH OF THE STATION.
 NM0884'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS
 NM0884'NO 2 1948.
 NM0884'
 NM0884'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 63
 NM0884'FEET EAST OF A WOODEN BRIDGE, 17 FEET SOUTH OF THE CENTERLINE
 NM0884'OF THE ROAD, AND 2 FEET EAST OF A WITNESS POST.  THE MARK
 NM0884'PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS 1948.
 NM0884'
 NM0884'TO REACH FROM THE POST OFFICE IN NEWCASTLE, GO EAST 0.1 MILE
 NM0884'TO A T ROAD LEFT JUST AFTER CROSSING SMALL BRIDGE, TURN LEFT
 NM0884'(NORTH) FOR 2.2 MILE TO A FORK, TAKE LEFT FORK FOR 0.85 MILE
 NM0884'TO A T ROAD INTERSECTION, TURN RIGHT FOR 0.05 MILE TO THE
 NM0884'AZIMUTH MARK ON THE RIGHT JUST AFTER CROSSING WOODEN BRIDGE,
 NM0884'CONTINUE ON 0.05 MILE TO A T ROAD LEFT, CONTINUE ON STRAIGHT
 NM0884'AHEAD (EAST) FOR 0.15 MILE TO AN OPENING IN FENCE TO A HAY
 NM0884'FIELD ON THE RIGHT, TURN RIGHT ACROSS HAY FIELD (SOUTHEAST)
 NM0884'TO A SADDLE AND TELEPHONE LINE, TURN LEFT TO TOP OF RIDGE,
 NM0884'THEN SHARP LEFT ALONG RIDGE TO HIGHEST POINT AND THE STATION,
 NM0884'A DISTANCE OF 0.15 MILE FROM THE ROAD.
 NM0884'
 NM0884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM0884
 NM0884                          STATION RECOVERY (1949)
 NM0884
 NM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0884'3.5 MI N FROM NEWCASTLE.
 NM0884'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0884'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.25 MILE
 NM0884'EAST ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE SOUTH THROUGH
 NM0884'A HAY FIELD TO A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A
 NM0884'TELEPHONE LINE TO THE TOP OF A HILL AND THE VICINITY OF THE MARK,
 NM0884'177.0 FEET NORTH OF A TELEPHONE LINE, 2.0 FEET SOUTH OF A REFERENCE
 NM0884'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM0884'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0441 ***********************************************************************
 MM0441  DESIGNATION -  GIBBS
 MM0441  PID         -  MM0441
 MM0441  STATE/COUNTY-  NE/HOOKER
 MM0441  COUNTRY     -  US
 MM0441  USGS QUAD   -  SHIMMINS LAKE (2017)
 MM0441
 MM0441                         *CURRENT SURVEY CONTROL
 MM0441  ______________________________________________________________________
 MM0441* NAD 83(1995) POSITION- 41 45 31.47885(N) 100 54 52.56644(W)   ADJUSTED
 MM0441* NAVD 88 ORTHO HEIGHT -  1086.9   (meters)     3566.    (feet) VERTCON
 MM0441  ______________________________________________________________________
 MM0441  GEOID HEIGHT    -        -21.146 (meters)                     GEOID18
 MM0441  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 MM0441  HORZ ORDER      -  FIRST
 MM0441
 MM0441.The horizontal coordinates were established by classical geodetic methods
 MM0441.and adjusted by the National Geodetic Survey in August 1997.
 MM0441
 MM0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0441
 MM0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0441.GEOID18 height accuracy estimate available here.
 MM0441
 MM0441.Click photographs - Photos may exist for this station.
 MM0441
 MM0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0441
 MM0441. The following values were computed from the NAD 83(1995) position.
 MM0441
 MM0441;                    North         East     Units Scale Factor Converg.
 MM0441;SPC NE       -   214,172.203   423,965.643   MT  0.99966831   -0 36 22.0
 MM0441;SPC NE       -   702,663.30  1,390,960.61   sFT  0.99966831   -0 36 22.0
 MM0441;UTM  14      - 4,624,761.869   340,836.311   MT  0.99991175   -1 16 31.4
 MM0441
 MM0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0441!SPC NE       -   0.99983286  x   0.99966831  =   0.99950123
 MM0441!UTM  14      -   0.99983286  x   0.99991175  =   0.99974463
 MM0441
 MM0441:                Primary Azimuth Mark                     Grid Az
 MM0441:SPC NE       -  GIBBS RM 4 AZIMUTH                       210 15 48.0
 MM0441:UTM  14      -  GIBBS RM 4 AZIMUTH                       210 55 57.4
 MM0441
 MM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4083624761(NAD 83)
 MM0441
 MM0441|---------------------------------------------------------------------|
 MM0441| PID    Reference Object                     Distance      Geod. Az  |
 MM0441|                                                           dddmmss.s |
 MM0441| CN8594 GIBBS RM 1                           16.666 METERS 09215     |
 MM0441| CN8597 GIBBS RM 4 AZIMUTH                                 2093926.0 |
 MM0441| CN8595 GIBBS RM 2                           44.373 METERS 24857     |
 MM0441| CN8596 GIBBS RM 3 AZIMUTH                                 30230     |
 MM0441|---------------------------------------------------------------------|
 MM0441
 MM0441                          SUPERSEDED SURVEY CONTROL
 MM0441
 MM0441  NAD 83(1986)-  41 45 31.48220(N)    100 54 52.57256(W) AD(       ) 1
 MM0441  NAD 27      -  41 45 31.49900(N)    100 54 51.02300(W) AD(       ) 1
 MM0441  NGVD 29 (07/19/86) 1086.6    (m)         3565.     (f) VERT ANG       
 MM0441
 MM0441.Superseded values are not recommended for survey control.
 MM0441
 MM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0441.See file dsdata.pdf to determine how the superseded data were derived.
 MM0441
 MM0441_MARKER: DS = TRIANGULATION STATION DISK
 MM0441_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MM0441_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MM0441
 MM0441  HISTORY     - Date     Condition        Report By
 MM0441  HISTORY     - 1933     MONUMENTED       CGS
 MM0441  HISTORY     - 1973     GOOD             NGS
 MM0441
 MM0441                          STATION DESCRIPTION
 MM0441
 MM0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0441'ABOUT 20 MILES EAST OF SOUTH OF MULLEN AND 15 MILES EAST OF
 MM0441'NORTH OF TRYON IN SEC. 28, T. 21 N., R. 31 W., ON A HIGH SAND
 MM0441'HILL IN PASTURE OWNED BY H.L. GIBBS, WHO LIVES AT EAST BASE
 MM0441'OF HILL.
 MM0441'
 MM0441'REACHED FROM MULLEN BY G.P. HIGHWAY SOUTH 14.2 MILES TO DISMAL
 MM0441'RIVER BRIDGE.  THENCE CONTINUE SOUTH ON G.P. HIGHWAY 6.0 MILES
 MM0441'TO A WELL-TRAVELED LEFT FORK LEADING TO OLD DUNWELL POST OFFICE.
 MM0441'FOLLOW THIS ROAD EAST, KEEPING LEFT FORK AT 1.25, 1.85 MILES
 MM0441'TO THE SHIMMINS RANCH.  KEEP STRAIGHT EAST, SOUTH OF HOUSE, AND
 MM0441'FOLLOW SAND TRAIL SOUTHEAST 1.8 MILES TO FORK.  KEEP RIGHT
 MM0441'FORK 0.25 MILE AND KEEP RIGHT FORK 1.09 MILES TO SUMMIT OF
 MM0441'LONG GRADE.  STATION IS ABOUT 0.4 MILE SOUTHWEST OF THIS
 MM0441'POINT.
 MM0441'
 MM0441'REFERENCE MARK NO. 1 IS NORTH BY EAST OF STATION, REFERENCE
 MM0441'MARK NO. 2 IS WEST BY SOUTH OF STATION AND REFERENCE MARK NO.
 MM0441'3 (AZIMUTH) IS NORTHWEST OF STATION IN VALLEY WEST OF STATION,
 MM0441'SOUTH OF ROAD TO SHIMMINS HOUSE.  STATION IS APPROXIMATELY
 MM0441'3.0 MILES SOUTHEAST OF SHIMMINS RANCH ON HIGHEST POINT OF
 MM0441'FIRST, HIGHEST, ROUND-TOPPED HILL.
 MM0441'
 MM0441'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0441'BRONZE DISKS SET AS DESCRIBED.
 MM0441'
 MM0441'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 MM0441
 MM0441                          STATION RECOVERY (1973)
 MM0441
 MM0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0441'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 MM0441'GOOD CONDITION.  THE AZIMUTH MARK WAS PRESUMED DESTROYED AND
 MM0441'AT THIS TIME A NEW REFERENCE MARK 4 WAS ESTABLISHED.  THE
 MM0441'DIRECTIONS TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLE WITH
 MM0441'THE 1933 OBSERVATIONS.  A SHORTER MEASUREMENT OF 0.034 METER
 MM0441'TO REFERENCE MARK 1 WAS NOTED AND VERIFIED.  A COMPLETE AND
 MM0441'NEW DESCRIPTION FOLLOWS--
 MM0441'
 MM0441'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF TRYON,
 MM0441'6.5 MILES SOUTH OF THE DISMAL RIVER, 4 MILES EAST OF STATE
 MM0441'HIGHWAY 97 AND ON THE HIGHEST SAND HILL IN AREA.  IT IS ON THE
 MM0441'PROPERTY OF MR. DON RODEWALD.
 MM0441'
 MM0441'TO REACH FROM THE CROSSROADS AND FREE METHODIST CHURCH IN THE
 MM0441'SMALL SETTLEMENT OF RINGGOLD, GO NORTH ON THE SURFACED ROAD
 MM0441'FOR 11.2 MILES TO HALL CHURCH ON LEFT.  CONTINUE NORTH ON THE
 MM0441'SURFACED ROAD FOR 6.1 MILES TO END OF SURFACE.  CONTINUE
 MM0441'NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO A FORK.  KEEP LEFT
 MM0441'FORK AND GO NORTHWEST FOR 0.9 MILE TO MR. RODEWALDS DRIVEWAY
 MM0441'ON THE RIGHT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR
 MM0441'0.25 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND
 MM0441'GO WEST ON TRACK ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH
 MM0441'GATE AND CONTINUE ON THE TRACK ROAD FOR 0.8 MILE TO A GATE.
 MM0441'PASS THROUGH GATE AND CONTINUE WEST ON THE TRACK ROAD FOR
 MM0441'0.9 MILE TO A GATE NEAR A WINDMILL AND A ABANDONED RANCH
 MM0441'HOUSE.  PASS THROUGH THE GATE AND GO WESTERLY ON THE TRACK ROAD
 MM0441'FOR 1.55 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE
 MM0441'WESTERLY ON THE TRACK ROAD FOR 0.5 MILE TO A GATE.  PASS
 MM0441'THROUGH GATE, CONTINUE WESTERLY ON THE TRACK ROAD FOR
 MM0441'0.45 MILE TO A GATE AND WINDMILL ON LEFT.  PASS THROUGH
 MM0441'GATE, CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.55 MILE TO A
 MM0441'FORK.  TAKE THE LEFT FORK, GO SOUTH THEN WEST FOR 0.25 MILE TO
 MM0441'A GATE.  PASS THROUGH THE GATE AND GO SOUTH THEN WESTERLY
 MM0441'ON TRACK ROAD FOR 0.3 MILE TO A WINDMILL ON THE RIGHT.
 MM0441'CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.55 MILE TO A DIM
 MM0441'FORK.  KEEP THE LEFT FORK AND GO SOUTHERLY FOR 0.2 MILE TO A
 MM0441'DIM FORK AT THE TOP OF A KNOLL.  TAKE RIGHT FORK AND GO
 MM0441'WESTERLY ON THE DIM TRACK ROAD FOR 0.3 MILE.  THEN BEAR LEFT
 MM0441'AND GO SOUTH ON THE TRACK ROAD UPHILL FOR 0.3 MILE, THE
 MM0441'TRACK ROAD TURNS WESTERLY FOR THE LAST PART, STATION IS ON
 MM0441'THE HIGHEST POINT OF RIDGE.  FROM THE STATION GO SOUTHERLY
 MM0441'ACROSS THE PASTURE FOR 0.2 MILE, PASSING TO THE RIGHT OF A
 MM0441'WINDMILL TO REFERENCE MARK 4 AT TOP OF A SMALL KNOLL.
 MM0441'
 MM0441'THE STATION MARK IS A STANDARD DISK STAMPED GIBBS 1933, SET
 MM0441'IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS
 MM0441'6 INCHES ABOVE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF
 MM0441'SAND HILL.
 MM0441'
 MM0441'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GIBBS NO 1 1933,
 MM0441'SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS
 MM0441'5 INCHES ABOVE GROUND SURFACE.  IT IS ON ABOUT THE SAME
 MM0441'ELEVATION AS STATION.
 MM0441'
 MM0441'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GIBBS NO 2 1933,
 MM0441'SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS
 MM0441'6 INCHES ABOVE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION
 MM0441'AS STATION.
 MM0441'
 MM0441'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GIBBS NO 4 1933
 MM0441'1973, SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT
 MM0441'PROJECTS 6 INCHES ABOVE GROUND SURFACE.  IT IS 2 FEET NORTH
 MM0441'OF A METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 0.2 MILE
 MM0441'SOUTH-SOUTHWEST OF THE STATION.
 MM0441'
 MM0441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 MM0441'NORTH-NORTHEAST OF TRYON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0886 ***********************************************************************
 NM0886  DESIGNATION -  GIBBS AZ MK
 NM0886  PID         -  NM0886
 NM0886  STATE/COUNTY-  NE/DIXON
 NM0886  COUNTRY     -  US
 NM0886  USGS QUAD   -  BURBANK (2017)
 NM0886
 NM0886                         *CURRENT SURVEY CONTROL
 NM0886  ______________________________________________________________________
 NM0886* NAD 83(1986) POSITION- 42 41 41.     (N) 096 51 12.     (W)   SCALED
 NM0886* NAVD 88 ORTHO HEIGHT -   367.484 (meters)     1205.65  (feet) ADJUSTED
 NM0886  ______________________________________________________________________
 NM0886  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 NM0886  DYNAMIC HEIGHT  -        367.373 (meters)     1205.29  (feet) COMP
 NM0886  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 NM0886
 NM0886  VERT ORDER      -  SECOND    CLASS 0
 NM0886
 NM0886.The horizontal coordinates were scaled from a map and have
 NM0886.an estimated accuracy of +/- 6 seconds.
 NM0886
 NM0886.The orthometric height was determined by differential leveling and
 NM0886.adjusted by the NATIONAL GEODETIC SURVEY
 NM0886.in June 1991.
 NM0886
 NM0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0886.GEOID18 height accuracy estimate available here.
 NM0886
 NM0886.Click photographs - Photos may exist for this station.
 NM0886
 NM0886.The dynamic height is computed by dividing the NAVD 88
 NM0886.geopotential number by the normal gravity value computed on the
 NM0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0886.degrees latitude (g = 980.6199 gals.).
 NM0886
 NM0886.The modeled gravity was interpolated from observed gravity values.
 NM0886
 NM0886;                    North         East    Units  Estimated Accuracy
 NM0886;SPC NE       -   322,400.      757,760.      MT  (+/- 180 meters Scaled)
 NM0886
 NM0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN758291(NAD 83)
 NM0886
 NM0886                          SUPERSEDED SURVEY CONTROL
 NM0886
 NM0886  NGVD 29 (??/??/92)  367.297  (m)         1205.04   (f) ADJ UNCH    2 0
 NM0886
 NM0886.Superseded values are not recommended for survey control.
 NM0886
 NM0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0886.See file dsdata.pdf to determine how the superseded data were derived.
 NM0886
 NM0886_MARKER: DZ = AZIMUTH MARK DISK
 NM0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0886_STAMPING: GIBBS 1948
 NM0886_MARK LOGO: CGS
 NM0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0886+STABILITY: SURFACE MOTION
 NM0886
 NM0886  HISTORY     - Date     Condition        Report By
 NM0886  HISTORY     - 1948     MONUMENTED       CGS
 NM0886  HISTORY     - 1949     GOOD             CGS
 NM0886
 NM0886                          STATION DESCRIPTION
 NM0886
 NM0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0886'3.2 MI N FROM NEWCASTLE.
 NM0886'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0886'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.05 MILE
 NM0886'EAST ALONG A GRADED DIRT ROAD, 226.0 FEET SOUTHWEST OF AND
 NM0886'ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE GIBBS SCHOOLHOUSE,
 NM0886'63.0 FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 27
 NM0886'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A
 NM0886'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0886'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0883 ***********************************************************************
 NM0883  DESIGNATION -  GIBBS RM 1
 NM0883  PID         -  NM0883
 NM0883  STATE/COUNTY-  NE/DIXON
 NM0883  COUNTRY     -  US
 NM0883  USGS QUAD   -  BURBANK (2017)
 NM0883
 NM0883                         *CURRENT SURVEY CONTROL
 NM0883  ______________________________________________________________________
 NM0883* NAD 83(1986) POSITION- 42 41 39.13   (N) 096 50 53.88   (W)   HD_HELD1
 NM0883* NAVD 88 ORTHO HEIGHT -   421.126 (meters)     1381.64  (feet) ADJUSTED
 NM0883  ______________________________________________________________________
 NM0883  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 NM0883  DYNAMIC HEIGHT  -        421.001 (meters)     1381.23  (feet) COMP
 NM0883  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NM0883
 NM0883  VERT ORDER      -  SECOND    CLASS 0
 NM0883
 NM0883.The horizontal coordinates were determined by differentially corrected
 NM0883.hand held GPS observations or other comparable positioning techniques
 NM0883.and have an estimated accuracy of +/- 3 meters.
 NM0883
 NM0883.The orthometric height was determined by differential leveling and
 NM0883.adjusted by the NATIONAL GEODETIC SURVEY
 NM0883.in June 1991.
 NM0883
 NM0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0883.GEOID18 height accuracy estimate available here.
 NM0883
 NM0883.Click photographs - Photos may exist for this station.
 NM0883
 NM0883.The dynamic height is computed by dividing the NAVD 88
 NM0883.geopotential number by the normal gravity value computed on the
 NM0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0883.degrees latitude (g = 980.6199 gals.).
 NM0883
 NM0883.The modeled gravity was interpolated from observed gravity values.
 NM0883
 NM0883;                    North         East    Units  Estimated Accuracy
 NM0883;SPC NE       -   322,358.7     758,173.8     MT  (+/- 3 meters HH1 GPS) 
 NM0883
 NM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7625229102(NAD 83)
 NM0883
 NM0883                          SUPERSEDED SURVEY CONTROL
 NM0883
 NM0883  NGVD 29 (??/??/92)  420.943  (m)         1381.04   (f) ADJ UNCH    2 0
 NM0883
 NM0883.Superseded values are not recommended for survey control.
 NM0883
 NM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0883.See file dsdata.pdf to determine how the superseded data were derived.
 NM0883
 NM0883_MARKER: DR = REFERENCE MARK DISK
 NM0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0883_STAMPING: GIBBS NO 1 1948
 NM0883_MARK LOGO: CGS
 NM0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0883+STABILITY: SURFACE MOTION
 NM0883
 NM0883  HISTORY     - Date     Condition        Report By
 NM0883  HISTORY     - 1948     MONUMENTED       CGS
 NM0883  HISTORY     - 1949     GOOD             CGS
 NM0883
 NM0883                          STATION DESCRIPTION
 NM0883
 NM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0883'3.5 MI N FROM NEWCASTLE.
 NM0883'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST CORNER
 NM0883'OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.25 MILE EAST
 NM0883'ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE SOUTH THROUGH A HAY
 NM0883'FIELD TO A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A TELEPHONE
 NM0883'LINE TO THE TOP OF A HILL AND THE VICINITY OF THE MARK, 238.0
 NM0883'FEET NORTH OF A TELEPHONE LINE, 60.8 FEET NORTH OF TRIANGULATION
 NM0883'STATION GIBBS 1948, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0883'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0885 ***********************************************************************
 NM0885  DESIGNATION -  GIBBS RM 2
 NM0885  PID         -  NM0885
 NM0885  STATE/COUNTY-  NE/DIXON
 NM0885  COUNTRY     -  US
 NM0885  USGS QUAD   -  BURBANK (2017)
 NM0885
 NM0885                         *CURRENT SURVEY CONTROL
 NM0885  ______________________________________________________________________
 NM0885* NAD 83(1986) POSITION- 42 41 38.05   (N) 096 50 54.18   (W)   HD_HELD1
 NM0885* NAVD 88 ORTHO HEIGHT -   422.627 (meters)     1386.57  (feet) ADJUSTED
 NM0885  ______________________________________________________________________
 NM0885  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 NM0885  DYNAMIC HEIGHT  -        422.501 (meters)     1386.16  (feet) COMP
 NM0885  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NM0885
 NM0885  VERT ORDER      -  SECOND    CLASS 0
 NM0885
 NM0885.The horizontal coordinates were determined by differentially corrected
 NM0885.hand held GPS observations or other comparable positioning techniques
 NM0885.and have an estimated accuracy of +/- 3 meters.
 NM0885
 NM0885.The orthometric height was determined by differential leveling and
 NM0885.adjusted by the NATIONAL GEODETIC SURVEY
 NM0885.in June 1991.
 NM0885
 NM0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0885.GEOID18 height accuracy estimate available here.
 NM0885
 NM0885.Click photographs - Photos may exist for this station.
 NM0885
 NM0885.The dynamic height is computed by dividing the NAVD 88
 NM0885.geopotential number by the normal gravity value computed on the
 NM0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0885.degrees latitude (g = 980.6199 gals.).
 NM0885
 NM0885.The modeled gravity was interpolated from observed gravity values.
 NM0885
 NM0885;                    North         East    Units  Estimated Accuracy
 NM0885;SPC NE       -   322,325.1     758,168.1     MT  (+/- 3 meters HH1 GPS) 
 NM0885
 NM0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7624629068(NAD 83)
 NM0885
 NM0885                          SUPERSEDED SURVEY CONTROL
 NM0885
 NM0885  NGVD 29 (??/??/92)  422.443  (m)         1385.97   (f) ADJ UNCH    2 0
 NM0885
 NM0885.Superseded values are not recommended for survey control.
 NM0885
 NM0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0885.See file dsdata.pdf to determine how the superseded data were derived.
 NM0885
 NM0885_MARKER: DR = REFERENCE MARK DISK
 NM0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0885_STAMPING: GIBBS NO 2 1948
 NM0885_MARK LOGO: CGS
 NM0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0885+STABILITY: SURFACE MOTION
 NM0885
 NM0885  HISTORY     - Date     Condition        Report By
 NM0885  HISTORY     - 1948     MONUMENTED       CGS
 NM0885  HISTORY     - 1949     GOOD             CGS
 NM0885
 NM0885                          STATION DESCRIPTION
 NM0885
 NM0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0885'3.5 MI N FROM NEWCASTLE.
 NM0885'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0885'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.25 MILE
 NM0885'EAST ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE SOUTH THROUGH
 NM0885'A HAY FIELD TO A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A
 NM0885'TELEPHONE LINE TO THE TOP OF A HILL AND THE VICINITY OF THE MARK,
 NM0885'124.0 FEET NORTH OF A TELEPHONE LINE, 53.7 FEET SOUTH OF TRIANGULATION
 NM0885'STATION GIBBS 1948, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0885'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0812 ***********************************************************************
 LG0812  DESIGNATION -  GIBSON
 LG0812  PID         -  LG0812
 LG0812  STATE/COUNTY-  NE/JEFFERSON
 LG0812  COUNTRY     -  US
 LG0812  USGS QUAD   -  WESTERN SE (2017)
 LG0812
 LG0812                         *CURRENT SURVEY CONTROL
 LG0812  ______________________________________________________________________
 LG0812* NAD 83(1995) POSITION- 40 15 42.78954(N) 097 03 44.06698(W)   ADJUSTED
 LG0812* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 LG0812  ______________________________________________________________________
 LG0812  GEOID HEIGHT    -        -26.931 (meters)                     GEOID18
 LG0812  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 LG0812  HORZ ORDER      -  FIRST
 LG0812
 LG0812.The horizontal coordinates were established by classical geodetic methods
 LG0812.and adjusted by the National Geodetic Survey in August 1997.
 LG0812
 LG0812.The orthometric height was scaled from a topographic map.
 LG0812
 LG0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0812.GEOID18 height accuracy estimate available here.
 LG0812
 LG0812.Click photographs - Photos may exist for this station.
 LG0812
 LG0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0812
 LG0812. The following values were computed from the NAD 83(1995) position.
 LG0812
 LG0812;                    North         East     Units Scale Factor Converg.
 LG0812;SPC NE       -    51,828.562   749,830.488   MT  0.99989187   +1 56 48.6
 LG0812;SPC NE       -   170,040.87  2,460,068.86   sFT  0.99989187   +1 56 48.6
 LG0812;UTM  14      - 4,458,625.850   664,778.156   MT  0.99993424   +1 15 09.4
 LG0812
 LG0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0812!SPC NE       -   0.99993534  x   0.99989187  =   0.99982722
 LG0812!UTM  14      -   0.99993534  x   0.99993424  =   0.99986958
 LG0812
 LG0812:                Primary Azimuth Mark                     Grid Az
 LG0812:SPC NE       -  GIBSON AZ MK RESET                       083 36 09.6
 LG0812:UTM  14      -  GIBSON AZ MK RESET                       084 17 48.8
 LG0812
 LG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6477858625(NAD 83)
 LG0812
 LG0812|---------------------------------------------------------------------|
 LG0812| PID    Reference Object                     Distance      Geod. Az  |
 LG0812|                                                           dddmmss.s |
 LG0812| CN8600 GIBSON RM 1                          71.360 METERS 01313     |
 LG0812| CN8602 GIBSON RM 3                          72.802 METERS 02258     |
 LG0812| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX. 7.8 KM 0504340.8 |
 LG0812| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX. 7.8 KM 0545754.8 |
 LG0812| LG1091 IMMANUEL LUTHERAN CHURCH SPIRE      APPROX.10.5 KM 0611402.2 |
 LG0812| CN8599 GIBSON AZ MK RESET                                 0853258.2 |
 LG0812| CN8598 GIBSON AZ MK                                       0854250.2 |
 LG0812| LG1081 ZION LUTHERAN CHURCH SPIRE          APPROX.11.3 KM 1061519.7 |
 LG0812| LG0818 JANSEN MUNICIPAL TANK               APPROX. 8.7 KM 1914258.5 |
 LG0812| CN8603 GIBSON RM 4                          75.011 METERS 33225     |
 LG0812| CN8601 GIBSON RM 2                          75.865 METERS 33615     |
 LG0812|---------------------------------------------------------------------|
 LG0812
 LG0812                          SUPERSEDED SURVEY CONTROL
 LG0812
 LG0812  NAD 83(1986)-  40 15 42.79637(N)    097 03 44.06576(W) AD(       ) 1
 LG0812  NAD 27      -  40 15 42.79000(N)    097 03 42.95000(W) AD(       ) 1
 LG0812
 LG0812.Superseded values are not recommended for survey control.
 LG0812
 LG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0812.See file dsdata.pdf to determine how the superseded data were derived.
 LG0812
 LG0812_MARKER: DS = TRIANGULATION STATION DISK
 LG0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0812_STAMPING: GIBSON 1935
 LG0812_MARK LOGO: CGS
 LG0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0812+STABILITY: SURFACE MOTION
 LG0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0812+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 LG0812
 LG0812  HISTORY     - Date     Condition        Report By
 LG0812  HISTORY     - 1935     MONUMENTED       CGS
 LG0812  HISTORY     - 1947     GOOD             CGS
 LG0812  HISTORY     - 1957     GOOD             CGS
 LG0812  HISTORY     - 1970     GOOD             NGS
 LG0812  HISTORY     - 20070117 GOOD             NEDR
 LG0812
 LG0812                          STATION DESCRIPTION
 LG0812
 LG0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0812'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 2 T. 3 N.,
 LG0812'R. 3 E., ABOUT 1 MILE EAST AND 5 MILES NORTH OF JANSEN, AND 6
 LG0812'MILES EAST OF BOWER.
 LG0812'
 LG0812'REACHED FROM THE BOWER SERVICE STATION ON STATE HIGHWAY 15 (10
 LG0812'MILES SOUTH OF WESTERN AND 8.75 MILES NORTH OF DOWNTOWN FAIRBURY)
 LG0812'BY GOING EAST ON DIRT ROAD FOR 6.25 MILES TO MARK ON SLIGHT RISE
 LG0812'TO SOUTH OF ROAD, 225 FEET SOUTH OF CENTERLINE OF EAST-WEST
 LG0812'ROAD, 5 FEET WEST OF NORTH-SOUTH FENCE LINE.  MARK PROJECTS ABOUT
 LG0812'6 INCHES.
 LG0812'
 LG0812'REFERENCE MARK NO. 1 IS 234.15 FEET NORTH-NORTHEAST OF STATION,
 LG0812'IN SOUTH RIGHT-OF-WAY FENCE LINE, 45 FEET EAST OF FENCE CORNER,
 LG0812'20 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, AND PROJECTS ABOUT
 LG0812'4 INCHES.
 LG0812'
 LG0812'REFERENCE MARK NO. 2 IS 248.90 FEET NORTH-NORTHWEST OF STATION,
 LG0812'105 FEET WEST OF FENCE CORNER, 20 FEET SOUTH OF CENTERLINE OF
 LG0812'EAST-WEST ROAD, AND PROJECTS ABOUT 4 INCHES.
 LG0812'
 LG0812'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE EAST OF STATION.  TO
 LG0812'REACH FROM STATION, GO NORTH TO EAST-WEST ROAD, TURN RIGHT
 LG0812'(EAST) GO 0.6 MILE TO MARK IN NORTH RIGHT-OF-WAY FENCE LINE, 20
 LG0812'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 195 FEET WEST OF
 LG0812'NORTH-SOUTH ROAD.  MARK PROJECTS ABOUT 6 INCHES.
 LG0812'
 LG0812'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LG0812
 LG0812                          STATION RECOVERY (1947)
 LG0812
 LG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0812'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 LG0812'TO BE IN FAIR CONDITION.  THE REFERENCE MARKS AND THE AZIMUTH
 LG0812'MARK NOW PROJECT ABOUT 2 FEET, DUE TO THE REGRADING OF THE ROAD
 LG0812'IN WHICH THEY WERE SET.  THERE WAS NO MOVEMENT NOTICED IN ANY
 LG0812'OF THE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0812'
 LG0812'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF JANSEN
 LG0812'AND 6 MILES EAST OF BOWER ON THE HIGHEST POINT OF A CULTIVATED
 LG0812'FIELD.  IT IS 250 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 LG0812'ROAD AND 4 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LG0812'STAMPED GIBSON 1935 AND PROJECTS 8 INCHES.
 LG0812'
 LG0812'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE
 LG0812'STATION, ON THE RIGHT-OF-WAY AND 23 FEET SOUTH OF THE CENTER OF AN
 LG0812'EAST-WEST DIRT ROAD, 9 FEET NORTH OF AN EAST-WEST FENCE LINE
 LG0812'AND 50 FEET EAST OF A FENCE CORNER.  IT IS STAMPED GIBSON NO 1
 LG0812'1935 AND PROJECTS 2 FEET.
 LG0812'
 LG0812'REFERENCE MARK NO. 2 IS ABOUT 6 FEET LOWER THAN THE
 LG0812'STATION, 108 FEET WEST OF A FENCE CORNER AND ON THE RIGHT-OF-WAY
 LG0812'AND 22 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.  IT IS
 LG0812'STAMPED GIBSON NO 2 1935 AND PROJECTS 1 FOOT.
 LG0812'
 LG0812'THE AZIMUTH MARK IS ABOUT 195 FEET WEST OF A CROSS
 LG0812'ROAD, ON THE RIGHT-OF-WAY AND 25 FEET NORTH OF THE CENTER OF
 LG0812'AN EAST-WEST DIRT ROAD.  IT IS STAMPED GIBSON 1935 AND PROJECTS
 LG0812'2 FEET.
 LG0812'
 LG0812'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JANSEN, GO
 LG0812'NORTHEASTERLY ON STATE HIGHWAY 3 FOR 1.0 MILE TO A SIDE ROAD
 LG0812'NORTH, WHERE STATE HIGHWAY 3 TURNS EAST.  TURN LEFT, NORTH AND GO
 LG0812'5.2 MILES TO A CROSS ROAD, TURN EAST, RIGHT, AND GO 0.25 MILE TO
 LG0812'THE STATION ON THE RIGHT AS DESCRIBED.
 LG0812'
 LG0812'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT
 LG0812'ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LG0812'
 LG0812'A 100 FOOT SIGNAL AT PLACEK 1935 IS VISIBLE AT 10 FEET.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 20 FEET.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS V.G.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT TURNER 1935 IS VISIBLE AT 20 FEET.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT JANSEN WEST BASE IS V.G.
 LG0812
 LG0812                          STATION RECOVERY (1957)
 LG0812
 LG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG0812'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0812'GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN UPROOTED
 LG0812'BY ROAD MACHINERY.  ROAD CONSTRUCTION WOULD DESTROY THE OTHER
 LG0812'REFERENCE MARK AND THE AZIMUTH MARK.  THEY WERE MOVED.  A
 LG0812'COMPLETE DESCRIPTION FOLLOWS.
 LG0812'
 LG0812'STATION IS LOCATED ABOUT 6 MILES EAST OF BOWER, 5 MILES NORTH AND
 LG0812'1 MILE EAST OF JANSEN, AND 5 MILES SOUTHWEST OF PLYMOUTH ON THE
 LG0812'HIGHEST POINT IN A CULTIVATED FIELD, 244 FEET SOUTH OF THE CENTER
 LG0812'OF AN EAST-WEST GRADED ROAD, 16 FEET SOUTH-SOUTHEAST OF 8-INCH
 LG0812'TWIN TREES, AND 4 FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK
 LG0812'PROJECTS 8 INCHES AND THE DISK IS STAMPED GIBSON 1935.
 LG0812'
 LG0812'REFERENCE MARK NO. 3 IS NORTH-NORTHEAST OF THE STATION, 85 FEET
 LG0812'EAST OF A NORTH-SOUTH FENCE, 35 FEET SOUTH OF THE CENTER OF A
 LG0812'GRADED ROAD, AND 2 FEET WEST OF A POWER POLE.  THE MARK PROJECTS 8
 LG0812'INCHES AND THE DISK IS STAMPED GIBSON NO 3 1935.
 LG0812'
 LG0812'REFERENCE MARK NO. 4 IS NORTH-NORTHWEST OF THE STATION, 153 FEET
 LG0812'EAST OF A POWER POLE, 122 FEET WEST OF A NORTH-SOUTH FENCE, AND
 LG0812'36 FEET SOUTH OF THE CENTER OF GRADED ROAD.  THE MARK PROJECTS
 LG0812'10 INCHES AND THE DISK IS STAMPED GIBSON NO 4 1935.
 LG0812'DISTANCE BETWEEN THE REFERENCE MARKS IS 207.10 FEET.
 LG0812'
 LG0812'AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, 192 FEET WEST OF A
 LG0812'NORTH-SOUTH ROAD, 164 FEET WEST OF A FENCE CORNER, 36 FEET NORTH
 LG0812'OF THE CENTER OF GRADED ROAD, AND 2 FEET WEST OF A TELEPHONE
 LG0812'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED GIBSON
 LG0812'1935 RESET 1957.
 LG0812'
 LG0812'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JANSEN, GO
 LG0812'EAST-NORTHEAST ON STATE HIGHWAY 3 FOR 1.0 MILE TO WHERE STATE
 LG0812'HIGHWAY 3 TURNS EAST AND A SIDE ROAD NORTH.  TURN LEFT AND GO
 LG0812'NORTH FOR 5.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR
 LG0812'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG0812'
 LG0812'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED ROAD
 LG0812'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG0812
 LG0812                          STATION RECOVERY (1970)
 LG0812
 LG0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0812'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0812'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0812'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0812'FOR RECOVERY.
 LG0812'
 LG0812'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 LG0812'
 LG0812'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG0812'
 LG0812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LG0812'NORTH AND 1 MILE EAST OF JANSEN.
 LG0812
 LG0812                          STATION RECOVERY (2007)
 LG0812
 LG0812'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0812'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0812'STATION, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 FOUND IN GOOD
 LG0812'CONDITION BUT STATION IS SURROUNDED BY TREES AND NOT SUITABLE FOR
 LG0812'SATELLITE OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2005 ***********************************************************************
 MK2005  DESIGNATION -  GIBSON
 MK2005  PID         -  MK2005
 MK2005  STATE/COUNTY-  NE/DOUGLAS
 MK2005  COUNTRY     -  US
 MK2005  USGS QUAD   -  WANN (2017)
 MK2005
 MK2005                         *CURRENT SURVEY CONTROL
 MK2005  ______________________________________________________________________
 MK2005* NAD 83(1995) POSITION- 41 14 41.58754(N) 096 15 38.06487(W)   ADJUSTED
 MK2005* NAVD 88 ORTHO HEIGHT -   392.    (meters)     1286.    (feet) SCALED
 MK2005  ______________________________________________________________________
 MK2005  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 MK2005  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 MK2005  HORZ ORDER      -  SECOND
 MK2005
 MK2005.The horizontal coordinates were established by classical geodetic methods
 MK2005.and adjusted by the National Geodetic Survey in August 1997.
 MK2005
 MK2005.The orthometric height was scaled from a topographic map.
 MK2005
 MK2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2005.GEOID18 height accuracy estimate available here.
 MK2005
 MK2005.Click photographs - Photos may exist for this station.
 MK2005
 MK2005.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2005
 MK2005. The following values were computed from the NAD 83(1995) position.
 MK2005
 MK2005;                    North         East     Units Scale Factor Converg.
 MK2005;SPC NE       -   163,493.551   813,248.533   MT  0.99966891   +2 28 41.2
 MK2005;SPC NE       -   536,395.09  2,668,132.90   sFT  0.99966891   +2 28 41.2
 MK2005;UTM  14      - 4,569,561.548   729,546.723   MT  1.00024853   +1 48 24.6
 MK2005
 MK2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2005!SPC NE       -   0.99994276  x   0.99966891  =   0.99961169
 MK2005!UTM  14      -   0.99994276  x   1.00024853  =   1.00019127
 MK2005
 MK2005:                Primary Azimuth Mark                     Grid Az
 MK2005:SPC NE       -  YUTAN MUNICIPAL TANK                     267 56 00.5
 MK2005:UTM  14      -  YUTAN MUNICIPAL TANK                     268 36 17.1
 MK2005
 MK2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2954669561(NAD 83)
 MK2005
 MK2005|---------------------------------------------------------------------|
 MK2005| PID    Reference Object                     Distance      Geod. Az  |
 MK2005|                                                           dddmmss.s |
 MK2005| CL6566 GIBSON RM 2                          29.703 METERS 11307     |
 MK2005| CL6565 GIBSON RM 1                          17.530 METERS 20505     |
 MK2005| MK2019 YUTAN MUNICIPAL TANK                APPROX.11.8 KM 2702441.7 |
 MK2005|---------------------------------------------------------------------|
 MK2005
 MK2005                          SUPERSEDED SURVEY CONTROL
 MK2005
 MK2005  NAD 83(1986)-  41 14 41.59619(N)    096 15 38.06788(W) AD(       ) 2
 MK2005  NAD 27      -  41 14 41.59875(N)    096 15 36.97935(W) AD(       ) 2
 MK2005
 MK2005.Superseded values are not recommended for survey control.
 MK2005
 MK2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2005.See file dsdata.pdf to determine how the superseded data were derived.
 MK2005
 MK2005_MARKER: DD = SURVEY DISK
 MK2005_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2005+WITH SETTING: INFORMATION.
 MK2005_STAMPING: GIBSON ET 1967
 MK2005_MARK LOGO: USGS
 MK2005_PROJECTION: FLUSH
 MK2005_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2005
 MK2005  HISTORY     - Date     Condition        Report By
 MK2005  HISTORY     - 1967     MONUMENTED       USGS
 MK2005
 MK2005                          STATION DESCRIPTION
 MK2005
 MK2005'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2005'THE STATION IS CLOATED ABOUT 2.5 M S. AND 1.0 MI W. OF ELKHORN,
 MK2005'R. 15 N., R. 10 E., NEAR THE COR. SECS. 23, 24, 25 AND 26, 112 FT
 MK2005'S., 202 FT W. OF CENTER OF PRIVATE DRIVE W., 58 FT N. OF E.-W.
 MK2005'FENCE, 96 FT W. OF N.-S. FENCE.
 MK2005'
 MK2005'TO REACH THE STATION FROM THE INTERSECTION HWY. 31 AND 64 AT THE N.
 MK2005'EDGE OF ELKHORN, GO S. ALONG HWY. 31 FOR 3.05 MI TO CROSSROADS,
 MK2005'TURN RIGHT (W.) AND GO 1.3 MI TO A T-RD. E., TURN LEFT (S.) AND
 MK2005'GO 0.2 MI TO PRIVATE DRIVE W. TO HOMES OF LEE E. HOLCOMB JR. AND
 MK2005'G.E. GIBSON, STATION IS IN FRONT YARD OF G.E. GIBSON.
 MK2005'
 MK2005'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2005'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2005'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2005'
 MK2005'THE STATION MARK IS STAMPED ET GIBSON 1967.
 MK2005'
 MK2005'REFERENCE MARK 1 IS S. OF THE STATION, 2 FT S. OF FENCE, 102 FT
 MK2005'W. OF CENTER OF RD., STAMPED GIBSON NO 1 1967.
 MK2005'
 MK2005'REFERENCE MARK 2 IS E. FO THE STATION, 2 FT W. OF FENCE, 41.5
 MK2005'FT W. OF CENTER OF HWY..  STAMPED GIBSON NO 2 1967.
 MK2005'
 MK2005'AZIMUTH MARK - NONE SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1239 ***********************************************************************
 MJ1239  DESIGNATION -  GILBERT AZ MK
 MJ1239  PID         -  MJ1239
 MJ1239  STATE/COUNTY-  NE/SARPY
 MJ1239  COUNTRY     -  US
 MJ1239  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1239
 MJ1239                         *CURRENT SURVEY CONTROL
 MJ1239  ______________________________________________________________________
 MJ1239* NAD 83(1995) POSITION- 41 09 46.37860(N) 095 53 45.36946(W)   NO CHECK
 MJ1239* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 MJ1239  ______________________________________________________________________
 MJ1239  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 MJ1239  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 MJ1239  HORZ ORDER      -  THIRD
 MJ1239
 MJ1239.The horizontal coordinates were established by classical geodetic methods
 MJ1239.and adjusted by the National Geodetic Survey in August 1997.
 MJ1239
 MJ1239.No horizontal observational check was made to the station.
 MJ1239
 MJ1239.The orthometric height was scaled from a topographic map.
 MJ1239
 MJ1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1239.GEOID18 height accuracy estimate available here.
 MJ1239
 MJ1239.Click photographs - Photos may exist for this station.
 MJ1239
 MJ1239.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1239
 MJ1239. The following values were computed from the NAD 83(1995) position.
 MJ1239
 MJ1239;                    North         East     Units Scale Factor Converg.
 MJ1239;SPC NE       -   155,785.259   844,203.981   MT  0.99967641   +2 43 11.1
 MJ1239;SPC NE       -   511,105.47  2,769,692.56   sFT  0.99967641   +2 43 11.1
 MJ1239;UTM  15      - 4,560,882.206   257,033.914   MT  1.00032659   -1 54 25.3
 MJ1239
 MJ1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1239!SPC NE       -   0.99994529  x   0.99967641  =   0.99962172
 MJ1239!UTM  15      -   0.99994529  x   1.00032659  =   1.00027186
 MJ1239
 MJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5703360882(NAD 83)
 MJ1239
 MJ1239                          SUPERSEDED SURVEY CONTROL
 MJ1239
 MJ1239  NAD 83(1986)-  41 09 46.38724(N)    095 53 45.36864(W) AD(       ) 3
 MJ1239  NAD 27      -  41 09 46.38974(N)    095 53 44.32262(W) AD(       ) 3
 MJ1239
 MJ1239.Superseded values are not recommended for survey control.
 MJ1239
 MJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1239.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1239
 MJ1239_MARKER: DZ = AZIMUTH MARK DISK
 MJ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1239_STAMPING: GILBERT 1947
 MJ1239_MARK LOGO: CGS
 MJ1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1239+STABILITY: SURFACE MOTION
 MJ1239
 MJ1239  HISTORY     - Date     Condition        Report By
 MJ1239  HISTORY     - 1947     MONUMENTED       CGS
 MJ1239  HISTORY     - 1975     GOOD             NGS
 MJ1239  HISTORY     - 19821006 SEE DESCRIPTION  NGS
 MJ1239
 MJ1239                          STATION DESCRIPTION
 MJ1239
 MJ1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1239'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BELLEVUE, ON
 MJ1239'A HIGH POINT OF THE WEST BLUFFS OF THE MISSOURI RIVER AND AT
 MJ1239'THE WEST ENTRANCE OF THE WA KON DA CAMP AND ON PROPERTY OF THE
 MJ1239'CAMP.
 MJ1239'
 MJ1239'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 MJ1239'NORTHERLY ON FRANKLIN AVE TO BELLEVUE BLVD, THEN BELLEVUE BLVD
 MJ1239'TO FOREST BLVD, THEN EASTERLY ON FOREST BLVD TO THE ENTRANCE
 MJ1239'INTO THE CAMP AND THE STATION ON THE LEFT.
 MJ1239'
 MJ1239'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILBERT 1947, SET
 MJ1239'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1239'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET NORTHWEST OF
 MJ1239'A METAL WITNESS POST, 2.5 FEET SOUTHWEST OF AN 18-INCH TREE AND
 MJ1239'ABOUT 250 FEET EAST OF THE SOUTHEAST CORNER OF THE CAMP
 MJ1239'PARKING AREA.
 MJ1239
 MJ1239                          STATION RECOVERY (1982)
 MJ1239
 MJ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ1239'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1230 ***********************************************************************
 MJ1230  DESIGNATION -  GILBERT RESET
 MJ1230  PID         -  MJ1230
 MJ1230  STATE/COUNTY-  NE/SARPY
 MJ1230  COUNTRY     -  US
 MJ1230  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1230
 MJ1230                         *CURRENT SURVEY CONTROL
 MJ1230  ______________________________________________________________________
 MJ1230* NAD 83(1995) POSITION- 41 09 50.22015(N) 095 53 51.05939(W)   ADJUSTED
 MJ1230* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 MJ1230  ______________________________________________________________________
 MJ1230  GEOID HEIGHT    -        -27.291 (meters)                     GEOID18
 MJ1230  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 MJ1230  HORZ ORDER      -  SECOND
 MJ1230
 MJ1230.The horizontal coordinates were established by classical geodetic methods
 MJ1230.and adjusted by the National Geodetic Survey in August 1997.
 MJ1230
 MJ1230.The orthometric height was scaled from a topographic map.
 MJ1230
 MJ1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1230.GEOID18 height accuracy estimate available here.
 MJ1230
 MJ1230.Click photographs - Photos may exist for this station.
 MJ1230
 MJ1230.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1230
 MJ1230. The following values were computed from the NAD 83(1995) position.
 MJ1230
 MJ1230;                    North         East     Units Scale Factor Converg.
 MJ1230;SPC NE       -   155,897.304   844,065.903   MT  0.99967630   +2 43 07.3
 MJ1230;SPC NE       -   511,473.07  2,769,239.55   sFT  0.99967630   +2 43 07.3
 MJ1230;UTM  15      - 4,561,005.105   256,905.241   MT  1.00032736   -1 54 29.2
 MJ1230
 MJ1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1230!SPC NE       -   0.99994403  x   0.99967630  =   0.99962035
 MJ1230!UTM  15      -   0.99994403  x   1.00032736  =   1.00027138
 MJ1230
 MJ1230:                Primary Azimuth Mark                     Grid Az
 MJ1230:SPC NE       -  RIDGE                                    343 07 17.4
 MJ1230:UTM  15      -  RIDGE                                    347 44 53.9
 MJ1230
 MJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5690561005(NAD 83)
 MJ1230
 MJ1230|---------------------------------------------------------------------|
 MJ1230| PID    Reference Object                     Distance      Geod. Az  |
 MJ1230|                                                           dddmmss.s |
 MJ1230| CL6569 GILBERT RM 3                         20.824 METERS 09406     |
 MJ1230| CL6567 GILBERT RM 1                         15.594 METERS 09422     |
 MJ1230| MJ1239 GILBERT AZ MK                       177.877 METERS 13147     |
 MJ1230| CL6568 GILBERT RM 2                         24.058 METERS 19842     |
 MJ1230| MJ1233 RIDGE                               APPROX. 7.9 KM 3455024.7 |
 MJ1230| MJ0815 GIBSON                                             34922     |
 MJ1230|---------------------------------------------------------------------|
 MJ1230
 MJ1230                          SUPERSEDED SURVEY CONTROL
 MJ1230
 MJ1230  NAD 83(1986)-  41 09 50.22878(N)    095 53 51.05858(W) AD(       ) 2
 MJ1230  NAD 27      -  41 09 50.23100(N)    095 53 50.01200(W) AD(       ) 2
 MJ1230
 MJ1230.Superseded values are not recommended for survey control.
 MJ1230
 MJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1230.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1230
 MJ1230_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1230_STAMPING: GILBERT 1947 1975
 MJ1230_MARK LOGO: NGS
 MJ1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1230+STABILITY: SURFACE MOTION
 MJ1230
 MJ1230  HISTORY     - Date     Condition        Report By
 MJ1230  HISTORY     - 1947     MONUMENTED       CGS
 MJ1230  HISTORY     - 1974     GOOD             NGS
 MJ1230  HISTORY     - 1975     POOR             NGS
 MJ1230  HISTORY     - 1975     GOOD             NGS
 MJ1230  HISTORY     - 19821006 SEE DESCRIPTION  NGS
 MJ1230
 MJ1230                          STATION DESCRIPTION
 MJ1230
 MJ1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1230'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF BELLEVUE
 MJ1230'ON HIGH POINT OF WEST BLUFFS OF THE MISSOURI RIVER.  IT IS
 MJ1230'53 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT
 MJ1230'ROAD AND 11 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 MJ1230'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GILBERT 1947.
 MJ1230'
 MJ1230'REFERENCE MARK NO. 1 IS 51.16 FEET EAST OF THE STATION, 50
 MJ1230'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 2
 MJ1230'FEET NORTHWEST OF A GATE POST AND 1 FOOT NORTH OF A FENCELINE.
 MJ1230'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GILBERT
 MJ1230'NO 1 1947.
 MJ1230'
 MJ1230'REFERENCE MARK NO. 2 IS 78.88 FEET SOUTH-SOUTHWEST OF THE
 MJ1230'STATION, 26 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 MJ1230'DIRT ROAD AND 1.5 FEET EAST OF A FENCELINE.  THE MARK PROJECTS
 MJ1230'ABOUT 4 INCHES AND THE DISK IS STAMPED GILBERT NO 2 1947.
 MJ1230'
 MJ1230'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE STATION,
 MJ1230'19 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 MJ1230'3 FEET WEST OF A 6 INCH TREE AND 2.6 FEET NORTHWEST OF A WHITE
 MJ1230'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ1230'IS STAMPED GILBERT 1947.
 MJ1230'
 MJ1230'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE GO EAST
 MJ1230'FOR 0.05 MILE TO CROSS STREETS, TURN LEFT AND GO NORTH ON
 MJ1230'BELLEVUE BOULEVARD AND STATE ROUTE 31 FOR 2.05 MILES TO FORK,
 MJ1230'TAKE RIGHT FORK AND GO 0.5 MILE TO STATION ON LEFT AT TOP
 MJ1230'OF HILL AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 MJ1230'GO EAST TO WA-KON-DA CAMP ENTRANCE, TURN RIGHT AND GO 0.05
 MJ1230'MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO MARK ON
 MJ1230'RIGHT AS DESCRIBED.
 MJ1230'
 MJ1230'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MJ1230
 MJ1230                          STATION RECOVERY (1974)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1230'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 MJ1230'FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK
 MJ1230'1 CONCRETE MONUMENTS WERE FOUND LYING ON TOP THE GROUND
 MJ1230'AT THE EDGE OF WOODS.  THE CARETAKER OF THE WA-KON-DA BOY SCOUT
 MJ1230'CAMP WAS CONTACTED AND HE STATED THAT ABOUT SIX TO EIGHT FEET
 MJ1230'OF DIRT WAS REMOVED FROM TOP OF THE HILL WHERE THE STATION
 MJ1230'WAS LOCATED AND THIS HILL TOP WAS REMOVED IN 1961.  THE
 MJ1230'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION SITE BY SEVERAL
 MJ1230'LARGE TREES.
 MJ1230'
 MJ1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MJ1230'NORTH OF BELLEVUE.
 MJ1230
 MJ1230                          STATION RECOVERY (1975)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1230'THE STATION MARKS AND REFERENCE MARK 1 WERE FOUND LYING ON
 MJ1230'TOP THE GROUND AT THE EDGE OF THE WOODS.  REFERENCE MARK 2 AND THE
 MJ1230'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MJ1230'LINE OF SIGHT TO THE AZIMUTH MARK WAS CLEARED FOR A LOW
 MJ1230'INSTRUMENT SETUP AT BOTH POINTS.  NEW STATION MARKS WERE
 MJ1230'SET IN THE ORIGINAL LOCATION BY USING THE ANGLE BETWEEN THE
 MJ1230'AZIMUTH MARK AND REFERENCE MARK 2 AND THE DISTANCE FROM
 MJ1230'REFERENCE MARK 2 AND A POLARIS OBSERVATION WAS MADE THE
 MJ1230'11-13-75.  REFERENCE MARK 3 WAS ALSO ESTABLISHED THIS DATE.
 MJ1230'
 MJ1230'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1230'
 MJ1230'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BELLEVUE, ON
 MJ1230'A HIGH POINT OF THE WEST BLUFFS OF THE MISSOURI RIVER AND AT
 MJ1230'THE WEST ENTRANCE OF THE WA KON DA CAMP AND ON PROPERTY OF THE
 MJ1230'CAMP.
 MJ1230'
 MJ1230'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 MJ1230'NORTHERLY ON FRANKLIN AVE TO BELLEVUE BLVD, THEN BELLEVUE BLVD
 MJ1230'TO FOREST BLVD, THEN EASTERLY ON FOREST BLVD TO THE ENTRANCE
 MJ1230'INTO THE CAMP AND THE STATION ON THE LEFT.
 MJ1230'
 MJ1230'THE STATION MARKS ARE STANDARD DISKS STAMPED GILBERT 1947 1975.
 MJ1230'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 MJ1230'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT
 MJ1230'IS 90.5 FEET EAST OF THE SOUTHEAST POST SUPPORTING SIGN WELCOME
 MJ1230'CAMP WA-KON-DA, 32 FEET NORTH OF THE CENTER OF FOREST BLVD,
 MJ1230'5.5 FEET NORTH-NORTHWEST OF A GUARD RAIL POST AND 1.8 FEET
 MJ1230'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 MJ1230'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND.
 MJ1230'
 MJ1230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GILBERT NO 2 1947,
 MJ1230'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MJ1230'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 MJ1230'SOUTH OF THE CENTER OF FOREST BLVD, 3.5 FEET SOUTHEAST OF A
 MJ1230'RAILROAD TIE POST IN FENCELINE AND 2 FEET EAST OF A FENCE.
 MJ1230'
 MJ1230'REFERENCE MARK 3 IS A 4-INCH CAST REFERENCE MARK STAMPED GILBERT
 MJ1230'1947 NO 3 1975 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MJ1230'IT IS 39 FEET NORTH OF THE CENTER OF FOREST BLVD, 16 FEET NORTH
 MJ1230'OF A GUARD RAIL POST, 6TH POST FROM THE EAST END OF GUARD
 MJ1230'RAIL, 6.5 FEET WEST OF A 14-INCH TREE AND 0.9 FOOT SOUTH OF A
 MJ1230'METAL WITNESS POST.
 MJ1230'
 MJ1230'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILBERT 1947, SET
 MJ1230'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1230'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET NORTHWEST OF
 MJ1230'A METAL WITNESS POST, 2.5 FEET SOUTHWEST OF AN 18-INCH TREE AND
 MJ1230'ABOUT 250 FEET EAST OF THE SOUTHEAST CORNER OF THE CAMP
 MJ1230'PARKING AREA.
 MJ1230'
 MJ1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MJ1230'NORTH OF BELLEVUE.
 MJ1230
 MJ1230                          STATION RECOVERY (1975)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MJ1230'RECOVERED IN GOOD CONDITION.
 MJ1230
 MJ1230                          STATION RECOVERY (1982)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ1230'THE STATION WAS VISITED AND ALL MARKS FOUND AS DESCRIBED IN THE 1975
 MJ1230'RECOVERY NOTE.  THE AZIMUTH MARK AND THE SILO OBSERVED UPON IN 1975
 MJ1230'ARE NO LONGER GROUND VISIBLE DUE TO TREES AND BUILDINGS.  THERE IS NO
 MJ1230'SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK BECAUSE OF EXTREMELY
 MJ1230'LIMITED VISIBILTY.
 MJ1230'A SEARCH WAS MADE FOR THE ORIGINAL UNDERGROUND MARK FOR THIS STATION
 MJ1230'WITH NEGATIVE RESULTS.  THE 1975 RECOVERY NOTE STATED THE STATION
 MJ1230'MARKS WERE FOUND LYING ON TOP OF THE GROUND. THE AMOUNT OF EARTH
 MJ1230'REMOVED DURING THE GRADING WOULD INDICATE THE ORIGINAL UNDERGROUND
 MJ1230'MARK WOULD HAS BEEN EXPOSED, HAD IT BEEN IN PLACE, WHEN THE 1975
 MJ1230'MARKS WERE SET.
 MJ1230'THERE IS SOME QUESTION AS TO WHETHER THE 1975 MARKS ARE IN THE EXACT
 MJ1230'HORIZONTAL POSITION AS THE 1947 MARKS.  THIS STATION SKOULD BE USED
 MJ1230'WITH EXTREME CAUTION, AS SHOULD THE AZIMUTH MARK, SINCE IT WAS
 MJ1230'POSITIONED FROM THE 1975 MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0837 ***********************************************************************
 LG0837  DESIGNATION -  GILEAD
 LG0837  PID         -  LG0837
 LG0837  STATE/COUNTY-  NE/THAYER
 LG0837  COUNTRY     -  US
 LG0837  USGS QUAD   -  ALEXANDRIA (2017)
 LG0837
 LG0837                         *CURRENT SURVEY CONTROL
 LG0837  ______________________________________________________________________
 LG0837* NAD 83(1995) POSITION- 40 08 35.91819(N) 097 24 59.10997(W)   ADJUSTED
 LG0837* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 LG0837  ______________________________________________________________________
 LG0837  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 LG0837  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 LG0837  HORZ ORDER      -  FIRST
 LG0837
 LG0837.The horizontal coordinates were established by classical geodetic methods
 LG0837.and adjusted by the National Geodetic Survey in August 1997.
 LG0837
 LG0837.The orthometric height was scaled from a topographic map.
 LG0837
 LG0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0837.GEOID18 height accuracy estimate available here.
 LG0837
 LG0837.Click photographs - Photos may exist for this station.
 LG0837
 LG0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0837
 LG0837. The following values were computed from the NAD 83(1995) position.
 LG0837
 LG0837;                    North         East     Units Scale Factor Converg.
 LG0837;SPC NE       -    37,707.365   720,113.656   MT  0.99993830   +1 42 43.7
 LG0837;SPC NE       -   123,711.58  2,362,572.89   sFT  0.99993830   +1 42 43.7
 LG0837;UTM  14      - 4,444,865.477   634,893.888   MT  0.99982400   +1 01 15.9
 LG0837
 LG0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0837!SPC NE       -   0.99992936  x   0.99993830  =   0.99986767
 LG0837!UTM  14      -   0.99992936  x   0.99982400  =   0.99975337
 LG0837
 LG0837:                Primary Azimuth Mark                     Grid Az
 LG0837:SPC NE       -  GILEAD AZ MK                             272 05 56.9
 LG0837:UTM  14      -  GILEAD AZ MK                             272 47 24.7
 LG0837
 LG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3489344865(NAD 83)
 LG0837
 LG0837|---------------------------------------------------------------------|
 LG0837| PID    Reference Object                     Distance      Geod. Az  |
 LG0837|                                                           dddmmss.s |
 LG0837| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX.12.0 KM 0101745.0 |
 LG0837| CN8606 GILEAD RM 2                          25.206 METERS 09018     |
 LG0837| CN8604 GILEAD AZ MK                                       2734840.6 |
 LG0837| LG0836 GILEAD ST JOSEPH CHURCH SPIRE        59.851 METERS 30705     |
 LG0837| LG0855 CARLETON MUNICIPAL TANK             APPROX.28.5 KM 3090659.0 |
 LG0837| CN8605 GILEAD RM 1                          26.098 METERS 35619     |
 LG0837|---------------------------------------------------------------------|
 LG0837
 LG0837                          SUPERSEDED SURVEY CONTROL
 LG0837
 LG0837  NAD 83(1986)-  40 08 35.92401(N)    097 24 59.11008(W) AD(       ) 1
 LG0837  NAD 27      -  40 08 35.91600(N)    097 24 57.96600(W) AD(       ) 1
 LG0837
 LG0837.Superseded values are not recommended for survey control.
 LG0837
 LG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0837.See file dsdata.pdf to determine how the superseded data were derived.
 LG0837
 LG0837_MARKER: DS = TRIANGULATION STATION DISK
 LG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0837_STAMPING: GILEAD 1947
 LG0837_MARK LOGO: CGS
 LG0837_PROJECTION: FLUSH
 LG0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0837+STABILITY: SURFACE MOTION
 LG0837
 LG0837  HISTORY     - Date     Condition        Report By
 LG0837  HISTORY     - 1947     MONUMENTED       CGS
 LG0837  HISTORY     - 1950     GOOD             CGS
 LG0837  HISTORY     - 1970     GOOD             NGS
 LG0837
 LG0837                          STATION DESCRIPTION
 LG0837
 LG0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0837'THE STATION IS LOCATED ABOUT 10.0 MILES EAST-SOUTHEAST OF HEBRON,
 LG0837'IN THE SOUTH EDGE OF THE SMALL SETTLEMENT OF GILEAD.  IT IS 185
 LG0837'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GILEAD ST JOSEPHS
 LG0837'CATHOLIC CHURCH, 35 FEET NORTH OF THE CENTER OF STATE ROUTE NO 3,
 LG0837'52 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE CHURCH, 44 FEET
 LG0837'SOUTH OF THE CENTER OF EAST-WEST DRIVEWAY AND 101 FEET WEST OF
 LG0837'THE CENTER OF NORTH-SOUTH STREET.  IT IS STAMPED GILEAD 1947 AND
 LG0837'SET FLUSH WITH THE GROUND SURFACE.
 LG0837'
 LG0837'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 40 FEET NORTH OF THE
 LG0837'CENTER OF THE EAST-WEST DRIVEWAY, 5 FEET SOUTH OF THE CENTER OF
 LG0837'THE SIDEWALK AND 2 FEET WEST OF TELEPHONE POLE.  IT IS STAMPED
 LG0837'GILEAD NO 1 1947 AND PROJECTS 6 INCHES.
 LG0837'
 LG0837'REFERENCE MARK NO 2 IS EAST OF THE STATION, 40 FEET NORTH OF
 LG0837'THE CENTER OF STATE ROUTE NO 3 AND 19 FEET WEST OF NORTH-SOUTH
 LG0837'STREET.  IT IS STAMPED GILEAD NO 2 1947 AND PROJECTS 6 INCHES.
 LG0837'
 LG0837'THE AZIMUTH MARK IS ABOUT 0.55 MILE WEST OF THE STATION, 30
 LG0837'FEET SOUTH OF THE CENTER OF STATE ROUTE NO 3, 10 FEET NORTH OF
 LG0837'EAST-WEST FENCE LINE, 2 FEET EAST OF TELEPHONE POLE AND 1 FOOT
 LG0837'EAST OF WITNESS POST.  IT IS STAMPED GILEAD 1947 AND PROJECTS 4
 LG0837'INCHES.  TO REACH FROM THE STATION, GO WEST ON STATE ROUTE NO 3
 LG0837'FOR 0.55 MILE TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 LG0837'
 LG0837'TO REACH THE STATION FROM THE ST JOSEPHS CATHOLIC CHURCH IN GILEAD
 LG0837'AS DESCRIBED.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION GLAD 1935 IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION HOFF 1935 IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION MERIDIAN 1935 IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 4 FOOT SIGNAL AT STATION WILLIAMS IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION CHESTER IS V.G.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION WIEDEL IS V.G.
 LG0837'
 LG0837'A 4 FOOT SIGNAL AT STATION SCHOOL IS V.G.
 LG0837'
 LG0837'AN 87 FOOT SIGNAL AT STATION HEBRON IS V.G.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION CORDING IS V.G.
 LG0837'
 LG0837'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0837
 LG0837                          STATION RECOVERY (1950)
 LG0837
 LG0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0837'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0837'IN GOOD CONDITION.  THE 1950 DISTANCE AND DIRECTION TO THE MARKS
 LG0837'CHECKED WITH THE 1947.
 LG0837'
 LG0837'THE 1947 DESCRIPTION BY R.L.E. IS ADEQUATE.
 LG0837'
 LG0837'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LG0837'
 LG0837'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS DESCRIBED.
 LG0837
 LG0837                          STATION RECOVERY (1970)
 LG0837
 LG0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0837'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG0837'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0837'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0837'ADEQUATE FOR RECOVERY EXCEPT STATE HIGHWAY 3 IS NOW U.S. HIGHWAY
 LG0837'136.
 LG0837'
 LG0837'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 LG0837'
 LG0837'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LG0837'
 LG0837'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF A
 LG0837'CONCRETE CULVERT.
 LG0837'
 LG0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GILEAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0836 ***********************************************************************
 LG0836  DESIGNATION -  GILEAD ST JOSEPH CHURCH SPIRE
 LG0836  PID         -  LG0836
 LG0836  STATE/COUNTY-  NE/THAYER
 LG0836  COUNTRY     -  US
 LG0836  USGS QUAD   -  ALEXANDRIA (2017)
 LG0836
 LG0836                         *CURRENT SURVEY CONTROL
 LG0836  ______________________________________________________________________
 LG0836* NAD 83(1995) POSITION- 40 08 37.08806(N) 097 25 01.12726(W)   ADJUSTED
 LG0836  ______________________________________________________________________
 LG0836  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 LG0836  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LG0836  HORZ ORDER      -  THIRD
 LG0836
 LG0836.The horizontal coordinates were established by classical geodetic methods
 LG0836.and adjusted by the National Geodetic Survey in August 1997.
 LG0836
 LG0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0836.GEOID18 height accuracy estimate available here.
 LG0836
 LG0836.Click photographs - Photos may exist for this station.
 LG0836
 LG0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0836
 LG0836. The following values were computed from the NAD 83(1995) position.
 LG0836
 LG0836;                    North         East     Units Scale Factor Converg.
 LG0836;SPC NE       -    37,742.003   720,064.851   MT  0.99993817   +1 42 42.3
 LG0836;SPC NE       -   123,825.22  2,362,412.77   sFT  0.99993817   +1 42 42.3
 LG0836;UTM  14      - 4,444,900.697   634,845.510   MT  0.99982384   +1 01 14.7
 LG0836
 LG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3484544900(NAD 83)
 LG0836
 LG0836                          SUPERSEDED SURVEY CONTROL
 LG0836
 LG0836  NAD 83(1986)-  40 08 37.09443(N)    097 25 01.12707(W) AD(       ) 3
 LG0836  NAD 27      -  40 08 37.08400(N)    097 24 59.98100(W) AD(       ) 3
 LG0836
 LG0836.Superseded values are not recommended for survey control.
 LG0836
 LG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0836.See file dsdata.pdf to determine how the superseded data were derived.
 LG0836
 LG0836_MARKER: 91 = CHURCH CROSS
 LG0836
 LG0836  HISTORY     - Date     Condition        Report By
 LG0836  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0836  HISTORY     - 1947     GOOD             CGS
 LG0836  HISTORY     - 19860521 GOOD             NGS
 LG0836  HISTORY     - 20050713 GOOD             USPSQD
 LG0836
 LG0836                          STATION DESCRIPTION
 LG0836
 LG0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0836'THE STATION IS LOCATED AT THE SOUTHWEST SECTION OF TOWN, 160
 LG0836'FEET NORTH OF THE CENTER OF STATE HIGHWAY 3.  IT IS A WHITE
 LG0836'FRAME BUILDING WITH THE SPIRE ON THE SOUTH END OF THE BUILDING.
 LG0836'IT IS ABOUT 75 FEET HIGH WITH A CROSS AT THE TOP OF THE
 LG0836'SPIRE.  THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 LG0836
 LG0836                          STATION RECOVERY (1947)
 LG0836
 LG0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG0836'RECOVERED IN GOOD CONDITION.
 LG0836
 LG0836                          STATION RECOVERY (1986)
 LG0836
 LG0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0836'RECOVERED IN GOOD CONDITION.
 LG0836
 LG0836                          STATION RECOVERY (2005)
 LG0836
 LG0836'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0836'STATION FOUND GOOD. CHURCH IS NOW ST. PAUL'S LUTHERAN CHURCH ON THE
 LG0836'WEST EDGE OF GILEAD. STATE HIGHWAY 3 IS NOW U.S. HIGHWAY 136.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1098 ***********************************************************************
 LH1098  DESIGNATION -  GILTNER
 LH1098  PID         -  LH1098
 LH1098  STATE/COUNTY-  NE/HAMILTON
 LH1098  COUNTRY     -  US
 LH1098  USGS QUAD   -  GILTNER (2017)
 LH1098
 LH1098                         *CURRENT SURVEY CONTROL
 LH1098  ______________________________________________________________________
 LH1098* NAD 83(1995) POSITION- 40 47 00.61494(N) 098 10 07.10529(W)   ADJUSTED
 LH1098* NAVD 88 ORTHO HEIGHT -   562.09  (+/-2cm)     1844.1   (feet) VERTCON
 LH1098  ______________________________________________________________________
 LH1098  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 LH1098  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 LH1098  HORZ ORDER      -  SECOND
 LH1098  VERT ORDER      -  THIRD ? (See Below)
 LH1098
 LH1098.The horizontal coordinates were established by classical geodetic methods
 LH1098.and adjusted by the National Geodetic Survey in August 1997.
 LH1098
 LH1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1098
 LH1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1098.GEOID18 height accuracy estimate available here.
 LH1098
 LH1098.The vertical order pertains to the NGVD 29 superseded value.
 LH1098
 LH1098.Click photographs - Photos may exist for this station.
 LH1098
 LH1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1098
 LH1098. The following values were computed from the NAD 83(1995) position.
 LH1098
 LH1098;                    North         East     Units Scale Factor Converg.
 LH1098;SPC NE       -   107,132.195   654,532.705   MT  0.99973746   +1 12 49.1
 LH1098;SPC NE       -   351,482.88  2,147,412.72   sFT  0.99973746   +1 12 49.1
 LH1098;UTM  14      - 4,515,056.860   570,147.263   MT  0.99966056   +0 32 35.0
 LH1098
 LH1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1098!SPC NE       -   0.99991582  x   0.99973746  =   0.99965330
 LH1098!UTM  14      -   0.99991582  x   0.99966056  =   0.99957641
 LH1098
 LH1098:                Primary Azimuth Mark                     Grid Az
 LH1098:SPC NE       -  GILTNER COOP                             130 21 49.7
 LH1098:UTM  14      -  GILTNER COOP                             131 02 03.8
 LH1098
 LH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7014715056(NAD 83)
 LH1098
 LH1098|---------------------------------------------------------------------|
 LH1098| PID    Reference Object                     Distance      Geod. Az  |
 LH1098|                                                           dddmmss.s |
 LH1098| CN8608 GILTNER AZ MK                                      0044242.6 |
 LH1098| LH1094 GILTNER COOP                        APPROX. 1.7 KM 1313438.8 |
 LH1098| LH0124 M 336                                31.726 METERS 16020     |
 LH1098| CN8610 GILTNER RM 1                         14.079 METERS 26150     |
 LH1098| CN8609 GILTNER AZ MK RESET                                2850658.3 |
 LH1098|---------------------------------------------------------------------|
 LH1098
 LH1098                          SUPERSEDED SURVEY CONTROL
 LH1098
 LH1098  NAD 83(1986)-  40 47 00.62263(N)    098 10 07.10729(W) AD(       ) 2
 LH1098  NAD 27      -  40 47 00.58000(N)    098 10 05.90000(W) AD(       ) 2
 LH1098  NGVD 29             561.86   (m)         1843.4    (f) LEVELING    3  
 LH1098
 LH1098.Superseded values are not recommended for survey control.
 LH1098
 LH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1098.See file dsdata.pdf to determine how the superseded data were derived.
 LH1098
 LH1098_MARKER: DS = TRIANGULATION STATION DISK
 LH1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1098_STAMPING: GILTNER 1950
 LH1098_MARK LOGO: CGS
 LH1098_PROJECTION: FLUSH
 LH1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1098+STABILITY: SURFACE MOTION
 LH1098
 LH1098  HISTORY     - Date     Condition        Report By
 LH1098  HISTORY     - 1950     MONUMENTED       CGS
 LH1098  HISTORY     - 1966     GOOD             CGS
 LH1098  HISTORY     - 1971     GOOD             NGS
 LH1098
 LH1098                          STATION DESCRIPTION
 LH1098
 LH1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1098'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DONIPHAN AND 1-1/2 MILES
 LH1098'NORTHWEST OF GILTNER.  IT IS 63 FEET WEST OF THE CENTER OF A GRAVEL
 LH1098'ROAD, 42 FEET NORTHEAST OF A WELL, 18 FEET NORTH OF A ROW OF LILAC
 LH1098'BUSHES, 17 FEET NORTH OF A FENCE AND 17 FEET SOUTHWEST OF THE
 LH1098'SOUTHWEST CORNER OF A GRANARY.  THE MARK IS SET FLUSH WITH THE SURFACE
 LH1098'OF THE GROUND AND THE DISK IS STAMPED GILTNER 1950.
 LH1098'
 LH1098'REFERENCE MARK NO. 1 IS 35 FEET NORTHWEST OF THE WELL, 12 FEET NORTH
 LH1098'OF A T FENCE CORNER AND 1 FOOT EAST OF A BARN LOT FENCE.  THE MARK
 LH1098'PROJECTS 6 INCHES AND THE DISK IS STAMPED GILTNER NO 1 1950.
 LH1098'
 LH1098'BENCH MARK M-336 1950 (R.M. NO. 2) IS 26 FEET WEST OF THE CENTER OF
 LH1098'THE ROAD, 25 FEET NORTH OF A SMALL ELM TREE, 10 FEET NORTH OF A YARD
 LH1098'GATE, 1-1/2 FEET NORTH OF A WITNESS POST AND 1-1/2 FEET EAST OF A YARD
 LH1098'FENCE.  IT IS A USC AND GS BENCH MARK SET IN A 6 BY 6 INCH CONCRETE
 LH1098'POST WHICH PROJECTS 5 INCHES.  THE DISK IS STAMPED M-336 1950.  A
 LH1098'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GILTNER TO
 LH1098'BENCH MARK M-336 1950.  THE DISTANCE IS AS ABOVE.
 LH1098'
 LH1098'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 5
 LH1098'FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCE.
 LH1098'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GILTNER 1950.
 LH1098'
 LH1098'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO WEST FOR 0.2
 LH1098'MILE TO A GRAVEL STREET, TURN RIGHT AND GO NORTH 0.2 MILE TO A T
 LH1098'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.65 MILE TO A GRAVEL
 LH1098'CROSSROAD, (THE AZIMUTH MARK IS 0.1 MILE TO THE NORTH OF THIS
 LH1098'CROSSROAD, ON THE RIGHT AS DESCRIBED.) TURN LEFT AND GO SOUTH FOR 0.1
 LH1098'MILE TO THE STATION ON THE RIGHT.
 LH1098'
 LH1098'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1098
 LH1098                          STATION RECOVERY (1966)
 LH1098
 LH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HED)
 LH1098'THE STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED AND IN GOOD
 LH1098'CONDITION AND AS PREVIOUSLY DESCRIBED IN 1950.  ADDITIONAL
 LH1098'DESCRIPTION- STATION IS 128 FEET NORTH OF THE WEST IRRIGATION PUMP
 LH1098'LOCATED ON THE EAST SIDE OF THE COUNTY ROAD.  THE AZIMUTH MARK WAS NOT
 LH1098'RECOVERED.  IT WAS PROBABLY DESTROYED BY THE RECENT GRADING OF THE
 LH1098'COUNTY ROAD.
 LH1098'
 LH1098'TO REACH, INFORMATION IS INADEQUATE FOR THE STATION.  NEW TO REACH
 LH1098'INFORMATION- FROM THE POST OFFICE IN GILTNER, PROCEED 2 BLOCKS NORTH,
 LH1098'TURN RIGHT (EAST) AND CONTINUE FOR 0.15 MILE TO THE INTERSECTION WITH
 LH1098'HIGHWAY SPUR 502, TURN LEFT (NORTH) AND CONTINUE ALONG SPUR 502 FOR
 LH1098'0.65 MILE TO THE JUNCTION WITH AN EAST-WEST SECTION LINE GRAVELED
 LH1098'ROAD, TURN LEFT (WEST) AND PROCEED FOR 1.0 MILE ALONG SECTION LINE
 LH1098'ROAD TO A NORTH-SOUTH SECTION LINE ROAD, TURN LEFT (SOUTH) AND
 LH1098'CONTINUE ALONG SECTION LINE ROAD FOR 0.10 MILE TO THE STATION ON THE
 LH1098'RIGHT AS PREVIOUSLY DESCRIBED IN 1950.
 LH1098'
 LH1098'THE AZIMUTH MARK WAS RESET AT A NEW LOCATION.  IT IS A NEBRASKA
 LH1098'DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK, STAMPED GILTNER, 1950
 LH1098'RESET 1966 AND IS 78 FEET WEST OF THE FIELD ENTRANCE ON THE NORTH, 29
 LH1098'FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, AND 2 FEET SOUTH OF A
 LH1098'POWER POLE.
 LH1098'
 LH1098'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 LH1098'NORTH-SOUTH SECTION LINE ROAD FOR 0.10 MILE TO THE INTERSECTION WITH
 LH1098'AN EAST-WEST GRAVELED SECTION LINE ROAD, TURN LEFT (WEST) AND CONTINUE
 LH1098'ALONG SECTION LINE ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LH1098'ON THE NORTH SIDE OF THE COUNTY ROAD.
 LH1098
 LH1098                          STATION RECOVERY (1971)
 LH1098
 LH1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LH1098'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.  2 (BENCH
 LH1098'MARK M 336 1950) WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1098'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATION FROM
 LH1098'OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD CONSTRUCTION.  THE TO
 LH1098'REACH THE STATION WAS FOUND ADEQUATE.
 LH1098'
 LH1098'TRIANGULATION STATION GILTNER CO OP (NRD) 1961 CAN BE USED AS THE
 LH1098'AZIMUTH MARK.  THIS MARK IS ON THE TOP OF THE GILTNER GRAIN ELEVATOR,
 LH1098'1-1/2 MILES SOUTHEAST OF THE STATION.
 LH1098'
 LH1098'ADDITIONAL NOTES FOLLOW.
 LH1098'
 LH1098'STATION IS 45 FEET EAST OF A BOARD FENCE, 28.5 FEET WEST OF A FENCE
 LH1098'AND METAL WITNESS POST, 63 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 LH1098'AND 17 FEET NORTH OF A FENCE.
 LH1098'
 LH1098'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF A T-FENCE CORNER POST AND 1
 LH1098'FOOT WEST OF THE BOARD FENCE.
 LH1098'
 LH1098'REFERENCE MARK NO. 2 (B.M. M336) IS 6 FEET EAST OF HEDGE FENCE.
 LH1098'
 LH1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 LH1098'NORTHWEST OF GILTNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1095 ***********************************************************************
 LH1095  DESIGNATION -  GILTNER 1
 LH1095  PID         -  LH1095
 LH1095  STATE/COUNTY-  NE/HAMILTON
 LH1095  COUNTRY     -  US
 LH1095  USGS QUAD   -  GILTNER (2017)
 LH1095
 LH1095                         *CURRENT SURVEY CONTROL
 LH1095  ______________________________________________________________________
 LH1095* NAD 83(1995) POSITION- 40 48 33.46103(N) 098 14 11.68689(W)   ADJUSTED
 LH1095* NAVD 88 ORTHO HEIGHT -   580.23  (+/-2cm)     1903.6   (feet) VERTCON
 LH1095  ______________________________________________________________________
 LH1095  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 LH1095  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LH1095  HORZ ORDER      -  SECOND
 LH1095  VERT ORDER      -  THIRD ? (See Below)
 LH1095
 LH1095.The horizontal coordinates were established by classical geodetic methods
 LH1095.and adjusted by the National Geodetic Survey in August 1997.
 LH1095
 LH1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1095
 LH1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1095.GEOID18 height accuracy estimate available here.
 LH1095
 LH1095.The vertical order pertains to the NGVD 29 superseded value.
 LH1095
 LH1095.Click photographs - Photos may exist for this station.
 LH1095
 LH1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1095
 LH1095. The following values were computed from the NAD 83(1995) position.
 LH1095
 LH1095;                    North         East     Units Scale Factor Converg.
 LH1095;SPC NE       -   109,875.702   648,742.303   MT  0.99973194   +1 10 07.0
 LH1095;SPC NE       -   360,483.87  2,128,415.37   sFT  0.99973194   +1 10 07.0
 LH1095;UTM  14      - 4,517,867.679   564,389.798   MT  0.99965103   +0 29 56.2
 LH1095
 LH1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1095!SPC NE       -   0.99991296  x   0.99973194  =   0.99964492
 LH1095!UTM  14      -   0.99991296  x   0.99965103  =   0.99956402
 LH1095
 LH1095:                Primary Azimuth Mark                     Grid Az
 LH1095:SPC NE       -  GILTNER NEBR EDUCATION TV MAST           134 47 44.4
 LH1095:UTM  14      -  GILTNER NEBR EDUCATION TV MAST           135 27 55.2
 LH1095
 LH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6438917867(NAD 83)
 LH1095
 LH1095|---------------------------------------------------------------------|
 LH1095| PID    Reference Object                     Distance      Geod. Az  |
 LH1095|                                                           dddmmss.s |
 LH1095| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 1.4 KM 1355751.4 |
 LH1095| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.21.7 KM 2150050.6 |
 LH1095| CN8607 GILTNER 1 RM 1                                     32701     |
 LH1095|---------------------------------------------------------------------|
 LH1095
 LH1095                          SUPERSEDED SURVEY CONTROL
 LH1095
 LH1095  NAD 83(1986)-  40 48 33.46875(N)    098 14 11.68936(W) AD(       ) 2
 LH1095  NAD 27      -  40 48 33.42526(N)    098 14 10.47642(W) AD(       ) 2
 LH1095  NGVD 29             579.99   (m)         1902.9    (f) LEVELING    3  
 LH1095
 LH1095.Superseded values are not recommended for survey control.
 LH1095
 LH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1095.See file dsdata.pdf to determine how the superseded data were derived.
 LH1095
 LH1095_MARKER: DD = SURVEY DISK
 LH1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1095
 LH1095  HISTORY     - Date     Condition        Report By
 LH1095  HISTORY     - 1961     MONUMENTED       NEDR
 LH1095
 LH1095                          STATION DESCRIPTION
 LH1095
 LH1095'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1095'THE STATION IS LOCATED 5 MILES SOUTH AND 5 MILES EAST OF THE JUNCTION
 LH1095'OF HIGHWAY NO. 2 AND NO. 34 AND OLD HIGHWAY NO. 281, IN SECTION 28
 LH1095'T10N, R8W.
 LH1095'
 LH1095'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 2 AND 34 AND
 LH1095'OLD HIGHWAY 281, PROCEED 5.3 MILES SOUTH ON OLD HIGHWAY 281 TO
 LH1095'COUNTY ROAD INTERSECTION.  TURN LEFT (EAST) AND PROCEED ON COUNTY
 LH1095'ROAD.  5.0 MILES TO COUNTY ROAD INTERSECTION, TURN RIGHT (SOUTH)
 LH1095'AND PROCEED ALONG COUNTY ROAD 0.3 MILES, TO FIELD ENTRANCE ON
 LH1095'EAST SIDE OF ROAD.  TURN LEFT (EAST) INTO FIELD AND TURN RIGHT
 LH1095'AND PROCEED SOUTH FOR 200 FEET, TURN LEFT (EAST) AND PROCEED ALONG
 LH1095'OLD TRAIL ROAD ON CROPLINE FOR 0.45 MILES, THEN TURN LEFT
 LH1095'(NORTH) AND PROCEED 33 FEET ON TRAIL ROAD TO STATION.
 LH1095'
 LH1095'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1095'STAMPED GILTNER 1, 1961.  IT IS SET IN CONCRETE 2 FT. BELOW GROUND
 LH1095'ELEVATION.  IT IS LOCATED 33.0 FEET NORTH OF CENTERLINE OF
 LH1095'EAST-WEST TRAIL ROAD, 276.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 LH1095'SOUTH CONCRETE MOTOR MOUNT ON IRRIGATION WELL MOTOR.
 LH1095'
 LH1095'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LH1095'DISK STAMPED GILTNER 1 R.M. 1.  IT IS SET IN A 6 INCH CONCRETE POST
 LH1095'2.5 FEET SOUTH OF SOUTHEAST CORNER OF SOUTH CONCRETE MOTOR MOUNT
 LH1095'ON IRRIGATION WELL MOTOR.
 LH1095'
 LH1095'R.M. 2 - NONE
 LH1095'
 LH1095'AZIMUTH MARK - NONE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1142 ***********************************************************************
 LH1142  DESIGNATION -  GILTNER 2
 LH1142  PID         -  LH1142
 LH1142  STATE/COUNTY-  NE/HAMILTON
 LH1142  COUNTRY     -  US
 LH1142  USGS QUAD   -  DONIPHAN (2017)
 LH1142
 LH1142                         *CURRENT SURVEY CONTROL
 LH1142  ______________________________________________________________________
 LH1142* NAD 83(1995) POSITION- 40 48 38.95490(N) 098 16 57.51767(W)   ADJUSTED
 LH1142* NAVD 88 ORTHO HEIGHT -   583.05  (+/-2cm)     1912.9   (feet) VERTCON
 LH1142  ______________________________________________________________________
 LH1142  GEOID HEIGHT    -        -25.204 (meters)                     GEOID18
 LH1142  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 LH1142  HORZ ORDER      -  SECOND
 LH1142  VERT ORDER      -  THIRD ? (See Below)
 LH1142
 LH1142.The horizontal coordinates were established by classical geodetic methods
 LH1142.and adjusted by the National Geodetic Survey in August 1997.
 LH1142
 LH1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1142
 LH1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1142.GEOID18 height accuracy estimate available here.
 LH1142
 LH1142.The vertical order pertains to the NGVD 29 superseded value.
 LH1142
 LH1142.Click photographs - Photos may exist for this station.
 LH1142
 LH1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1142
 LH1142. The following values were computed from the NAD 83(1995) position.
 LH1142
 LH1142;                    North         East     Units Scale Factor Converg.
 LH1142;SPC NE       -   109,966.881   644,854.005   MT  0.99973161   +1 08 17.1
 LH1142;SPC NE       -   360,783.01  2,115,658.51   sFT  0.99973161   +1 08 17.1
 LH1142;UTM  14      - 4,518,004.271   560,503.158   MT  0.99964506   +0 28 07.9
 LH1142
 LH1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1142!SPC NE       -   0.99991250  x   0.99973161  =   0.99964414
 LH1142!UTM  14      -   0.99991250  x   0.99964506  =   0.99955759
 LH1142
 LH1142:                Primary Azimuth Mark                     Grid Az
 LH1142:SPC NE       -  GILTNER 2 AZ MK                          358 05 59.3
 LH1142:UTM  14      -  GILTNER 2 AZ MK                          358 46 08.5
 LH1142
 LH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6050318004(NAD 83)
 LH1142
 LH1142|---------------------------------------------------------------------|
 LH1142| PID    Reference Object                     Distance      Geod. Az  |
 LH1142|                                                           dddmmss.s |
 LH1142| CN8612 GILTNER 2 RM 1                                     03356     |
 LH1142| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 5.0 KM 1033057.3 |
 LH1142| CN8613 GILTNER 2 RM 2                                     15139     |
 LH1142| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.19.9 KM 2052922.1 |
 LH1142| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX.14.8 KM 3263838.7 |
 LH1142| CN8611 GILTNER 2 AZ MK                                    3591416.4 |
 LH1142|---------------------------------------------------------------------|
 LH1142
 LH1142                          SUPERSEDED SURVEY CONTROL
 LH1142
 LH1142  NAD 83(1986)-  40 48 38.96258(N)    098 16 57.52000(W) AD(       ) 2
 LH1142  NAD 27      -  40 48 38.91803(N)    098 16 56.30365(W) AD(       ) 2
 LH1142  NGVD 29             582.81   (m)         1912.1    (f) LEVELING    3  
 LH1142
 LH1142.Superseded values are not recommended for survey control.
 LH1142
 LH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1142.See file dsdata.pdf to determine how the superseded data were derived.
 LH1142
 LH1142_MARKER: DD = SURVEY DISK
 LH1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1142_PROJECTION: RECESSED 15 CENTIMETERS
 LH1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1142+STABILITY: SURFACE MOTION
 LH1142
 LH1142  HISTORY     - Date     Condition        Report By
 LH1142  HISTORY     - 1961     MONUMENTED       NEDR
 LH1142
 LH1142                          STATION DESCRIPTION
 LH1142
 LH1142'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1142'THE STATION IS LOCATED 5.6 MILES SOUTH AND 3.0 MILES EAST OF THE
 LH1142'JUNCTION OF U.S. 34, NEBRASKA 2 AND OLD U.S. 281 IN SECTION 30,
 LH1142'T10N, RANGE 8W.
 LH1142'
 LH1142'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 34, NEBR. 2 AND
 LH1142'OLD U.S. 281, GO 5.3 MILES SOUTH ALONG OLD HIGHWAY U.S. 281 TO A
 LH1142'COUNTY ROAD INTERSECTION.  TURN LEFT AND GO EAST 3.0 MILES TO A
 LH1142'COUNTY ROAD INTERSECTION, TURN RIGHT AND GO SOUTH 0.3 MILES TO THE
 LH1142'STATION IN THE ROAD AS DESCRIBED.
 LH1142'
 LH1142'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LH1142'STAMPED GILTNER 2, 1961 SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 LH1142'IS BURIED 0.5 FEET BELOW THE SURFACE OF THE ROADWAY.  IT IS 8.2
 LH1142'FEET WEST TO THE CENTERLINE OF THE ROADWAY, 23.5 FEET SOUTH TO THE
 LH1142'CENTERLINE OF A FIELD ENTRANCE AND 23.5 FEET EAST TO A STEEL
 LH1142'WITNESS POST.
 LH1142'
 LH1142'REFERENCE MARK NUMBER ONE IS A DEPARTMENT OF ROADS STANDARD
 LH1142'REFERENCE MARK DISK STAMPED GILTNER 2 R.M. 1 SET IN THE TOP OF A
 LH1142'SIX INCH CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE
 LH1142'GROUND.  IT IS 31.5 FEET WEST TO THE CENTERLINE OF COUNTY ROAD, 59.0
 LH1142'FEET SOUTH TO THE CENTERLINE OF FIELD ENTRANCE AND 0.9 FEET
 LH1142'EAST TO EAST R.O.W. FENCE.
 LH1142'
 LH1142'REFERENCE MARK NUMBER TWO IS A DEPARTMENT OF ROADS STANDARD
 LH1142'REFERENCE MARK DISK STAMPED GILTNER 2 R.M. 2 SET IN THE TOP OF A
 LH1142'6-INCH CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE GROUND.  IT
 LH1142'IS 32.0 FEET WEST TO THE CENTERLINE OF THE COUNTY ROAD, 19.3 FEET
 LH1142'NORTH TO THE CENTERLINE OF A FIELD ENTRANCE AND 2.5 FEET EAST TO
 LH1142'THE EAST R.O.W. FENCE.
 LH1142'
 LH1142'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LH1142'STAMPED GILTNER 2 1961 SET IN THE TOP OF A 6-INCH CONCRETE MONUMENT
 LH1142'WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.  IT IS 34.5 FEET EAST TO
 LH1142'THE CENTERLINE OF THE COUNTY ROAD, 1.0 FEET WEST TO A STEEL
 LH1142'WITNESS POST AND 2.0 FEET SOUTHWEST TO A CORNER POST.
 LH1142'
 LH1142'TO REACH THE AZIMUTH MARK GO 0.5 MILES NORTH ALONG THE COUNTY ROAD
 LH1142'TO THE AZIMUTH MARK ON THE LEFT (WEST) AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1144 ***********************************************************************
 LH1144  DESIGNATION -  GILTNER 281
 LH1144  PID         -  LH1144
 LH1144  STATE/COUNTY-  NE/HALL
 LH1144  COUNTRY     -  US
 LH1144  USGS QUAD   -  DONIPHAN (2017)
 LH1144
 LH1144                         *CURRENT SURVEY CONTROL
 LH1144  ______________________________________________________________________
 LH1144* NAD 83(1995) POSITION- 40 48 09.80084(N) 098 20 25.27826(W)   ADJUSTED
 LH1144* NAVD 88 ORTHO HEIGHT -   587.96  (+/-2cm)     1929.0   (feet) VERTCON
 LH1144  ______________________________________________________________________
 LH1144  GEOID HEIGHT    -        -25.123 (meters)                     GEOID18
 LH1144  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 LH1144  HORZ ORDER      -  SECOND
 LH1144  VERT ORDER      -  THIRD ? (See Below)
 LH1144
 LH1144.The horizontal coordinates were established by classical geodetic methods
 LH1144.and adjusted by the National Geodetic Survey in August 1997.
 LH1144
 LH1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1144
 LH1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1144.GEOID18 height accuracy estimate available here.
 LH1144
 LH1144.The vertical order pertains to the NGVD 29 superseded value.
 LH1144
 LH1144.Click photographs - Photos may exist for this station.
 LH1144
 LH1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1144
 LH1144. The following values were computed from the NAD 83(1995) position.
 LH1144
 LH1144;                    North         East     Units Scale Factor Converg.
 LH1144;SPC NE       -   108,972.898   640,004.093   MT  0.99973332   +1 05 59.4
 LH1144;SPC NE       -   357,521.92  2,099,746.76   sFT  0.99973332   +1 05 59.4
 LH1144;UTM  14      - 4,517,067.069   555,642.412   MT  0.99963811   +0 25 51.8
 LH1144
 LH1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1144!SPC NE       -   0.99991172  x   0.99973332  =   0.99964506
 LH1144!UTM  14      -   0.99991172  x   0.99963811  =   0.99954986
 LH1144
 LH1144:                Primary Azimuth Mark                     Grid Az
 LH1144:SPC NE       -  GILTNER 281 AZ MK                        179 58 54.7
 LH1144:UTM  14      -  GILTNER 281 AZ MK                        180 39 02.3
 LH1144
 LH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5564217067(NAD 83)
 LH1144
 LH1144|---------------------------------------------------------------------|
 LH1144| PID    Reference Object                     Distance      Geod. Az  |
 LH1144|                                                           dddmmss.s |
 LH1144| LH1134 GRAND IS HALL CO CTHSE              APPROX.13.4 KM 0002033.0 |
 LH1144| CN8615 GILTNER 281 RM 1                                   03120     |
 LH1144| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 9.7 KM 0913244.2 |
 LH1144| CN8616 GILTNER 281 RM 2                                   14317     |
 LH1144| CN8614 GILTNER 281 AZ MK                                  1810454.1 |
 LH1144| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 4.1 KM 2174437.6 |
 LH1144| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX.17.6 KM 3182658.3 |
 LH1144| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX.13.7 KM 3460430.1 |
 LH1144|---------------------------------------------------------------------|
 LH1144
 LH1144                          SUPERSEDED SURVEY CONTROL
 LH1144
 LH1144  NAD 83(1986)-  40 48 09.80852(N)    098 20 25.28024(W) AD(       ) 2
 LH1144  NAD 27      -  40 48 09.76164(N)    098 20 24.06216(W) AD(       ) 2
 LH1144  NGVD 29             587.72   (m)         1928.2    (f) LEVELING    3  
 LH1144
 LH1144.Superseded values are not recommended for survey control.
 LH1144
 LH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1144.See file dsdata.pdf to determine how the superseded data were derived.
 LH1144
 LH1144_MARKER: DD = SURVEY DISK
 LH1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1144
 LH1144  HISTORY     - Date     Condition        Report By
 LH1144  HISTORY     - 1961     MONUMENTED       NEDR
 LH1144
 LH1144                          STATION DESCRIPTION
 LH1144
 LH1144'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1144'THE STATION IS LOCATED 6.2 MILES SOUTH OF THE JUNCTION OF OLD HIGHWAY
 LH1144'U.S. 281, U.S. 34 AND NEBR. 2 IN SECTION 27 T 10 N R 9 W.
 LH1144'
 LH1144'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY U.S. 281,
 LH1144'U.S. 34 AND NEBR. 2, GO SOUTH 6.2 MILES TO THE STATION ON THE LEFT
 LH1144'(EAST) SHOULDER OF OLD U.S. 281.
 LH1144'
 LH1144'THE STATION MARK IS A DEPARTMENT OF ROADS STANDARD BRASS DISK SET
 LH1144'IN TOP OF A CONCRETE MONUMENT, STAMPED GILTNER 281, 1961, BURIED
 LH1144'0.7 FOOT BELOW THE SURFACE OF THE SHOULDER.  IT IS 5.4 FEET WEST
 LH1144'TO THE EAST EDGE OF THE CONCRETE PAVEMENT AND 34.2 FEET EAST TO A
 LH1144'STEEL WITNESS POST.
 LH1144'
 LH1144'REFERENCE MARK NUMBER ONE IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 LH1144'BRASS DISK STAMPED GILTNER-281, RM 1 SET IN THE TOP OF A 6 IN.
 LH1144'CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.  IT IS
 LH1144'39.4 FEET WEST TO EAST EDGE OF CONCRETE PAVEMENT, AND 0.6 FEET
 LH1144'EAST TO EAST R.O.W. FENCE.
 LH1144'
 LH1144'REFERENCE MARK NUMBER TWO IS A DEPARTMENT OF ROADS STANDARD
 LH1144'REFERENCE MARK DISK STAMPED GILTNER 281 RM 2 SET IN THE TOP OF A 6
 LH1144'INCH CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
 LH1144'IT IS 38.4 FEET WEST TO EAST EDGE OF CONCRETE PAVEMENT AND 1.5
 LH1144'FEET EAST TO EAST R.O.W. FENCE.
 LH1144'
 LH1144'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK, STAMPED
 LH1144'GILTNER-281, 1961 SET IN THE TOP OF A 6 INCH CONCRETE MONUMENT WHICH
 LH1144'PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS 26.0 FEET EAST TO WEST
 LH1144'EDGE OF CONCRETE PAVEMENT, 6.1 FEET SOUTH TO NORTH EDGE OF 12 IN.
 LH1144'TREE AND 2.4 FEET SOUTH TO A STEEL WITNESS POST.
 LH1144'
 LH1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.5 MILES SOUTH ALONG
 LH1144'OLD U.S. 281 TO THE AZIMUTH MARK ON THE RIGHT (WEST) AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1096 ***********************************************************************
 LH1096  DESIGNATION -  GILTNER 502
 LH1096  PID         -  LH1096
 LH1096  STATE/COUNTY-  NE/HAMILTON
 LH1096  COUNTRY     -  US
 LH1096  USGS QUAD   -  GILTNER (2017)
 LH1096
 LH1096                         *CURRENT SURVEY CONTROL
 LH1096  ______________________________________________________________________
 LH1096* NAD 83(1995) POSITION- 40 48 52.51829(N) 098 08 58.36964(W)   ADJUSTED
 LH1096* NAVD 88 ORTHO HEIGHT -   558.57  (+/-2cm)     1832.6   (feet) VERTCON
 LH1096  ______________________________________________________________________
 LH1096  GEOID HEIGHT    -        -25.418 (meters)                     GEOID18
 LH1096  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 LH1096  HORZ ORDER      -  SECOND
 LH1096  VERT ORDER      -  THIRD ? (See Below)
 LH1096
 LH1096.The horizontal coordinates were established by classical geodetic methods
 LH1096.and adjusted by the National Geodetic Survey in August 1997.
 LH1096
 LH1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1096
 LH1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1096.GEOID18 height accuracy estimate available here.
 LH1096
 LH1096.The vertical order pertains to the NGVD 29 superseded value.
 LH1096
 LH1096.Click photographs - Photos may exist for this station.
 LH1096
 LH1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1096
 LH1096. The following values were computed from the NAD 83(1995) position.
 LH1096
 LH1096;                    North         East     Units Scale Factor Converg.
 LH1096;SPC NE       -   110,616.699   656,069.719   MT  0.99973083   +1 13 34.6
 LH1096;SPC NE       -   362,914.95  2,152,455.40   sFT  0.99973083   +1 13 34.6
 LH1096;UTM  14      - 4,518,522.890   571,724.834   MT  0.99966332   +0 33 21.2
 LH1096
 LH1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1096!SPC NE       -   0.99991638  x   0.99973083  =   0.99964723
 LH1096!UTM  14      -   0.99991638  x   0.99966332  =   0.99957972
 LH1096
 LH1096:                Primary Azimuth Mark                     Grid Az
 LH1096:SPC NE       -  GILTNER COOP                             182 34 43.5
 LH1096:UTM  14      -  GILTNER COOP                             183 14 56.9
 LH1096
 LH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7172418522(NAD 83)
 LH1096
 LH1096|---------------------------------------------------------------------|
 LH1096| PID    Reference Object                     Distance      Geod. Az  |
 LH1096|                                                           dddmmss.s |
 LH1096| CN8618 GILTNER 502 RM 1                                   05836     |
 LH1096| CN8619 GILTNER 502 RM 2                                   16636     |
 LH1096| CN8617 GILTNER 502 AZ MK                                  1815904.4 |
 LH1096| LH1094 GILTNER COOP                        APPROX. 4.6 KM 1834818.1 |
 LH1096| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 6.6 KM 2560326.5 |
 LH1096|---------------------------------------------------------------------|
 LH1096
 LH1096                          SUPERSEDED SURVEY CONTROL
 LH1096
 LH1096  NAD 83(1986)-  40 48 52.52625(N)    098 08 58.37176(W) AD(       ) 2
 LH1096  NAD 27      -  40 48 52.48484(N)    098 08 57.16716(W) AD(       ) 2
 LH1096  NGVD 29             558.33   (m)         1831.8    (f) LEVELING    3  
 LH1096
 LH1096.Superseded values are not recommended for survey control.
 LH1096
 LH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1096.See file dsdata.pdf to determine how the superseded data were derived.
 LH1096
 LH1096_MARKER: DD = SURVEY DISK
 LH1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1096_STAMPING: GILTNER 502-1961
 LH1096_MARK LOGO: NEDR
 LH1096_PROJECTION: RECESSED 6 CENTIMETERS
 LH1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1096+STABILITY: SURFACE MOTION
 LH1096
 LH1096  HISTORY     - Date     Condition        Report By
 LH1096  HISTORY     - 1961     MONUMENTED       NEDR
 LH1096
 LH1096                          STATION DESCRIPTION
 LH1096
 LH1096'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1096'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF GILTNER, IN SECTION
 LH1096'20-T 10N R7W.
 LH1096'
 LH1096'TO REACH STATION FROM THE R.R. DEPOT AT GILTNER PROCEED 0.3 MILES
 LH1096'NORTHEAST ALONG R.R. TRACKS TO INTERSECTION OF STATE HIGHWAY 502.
 LH1096'GO NORTH 2.9 MILES ALONG HIGHWAY 502 TO COUNTY ROAD INTERSECTION.
 LH1096'
 LH1096'STATION MARKER IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1096'STAMPED GILTNER 502-1961.  22.0 FEET SOUTH TO CENTERLINE OF COUNTY
 LH1096'ROAD, 52.0 FEET WEST TO CENTERLINE OF HIGHWAY 502 AND 16.0 FEET
 LH1096'NORTHEAST TO STEEL WITNESS POST.  STATION IS BURIED 0.2 FEET BELOW
 LH1096'GROUND ELEVATION.
 LH1096'
 LH1096'REFERENCE MARKER 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LH1096'DISK STAMPED GILTNER 502 RM 1.  IT IS 67.5 FEET EAST OF CENTERLINE
 LH1096'HIGHWAY 502, 30.6 FEET NORTH OF CENTERLINE COUNTY ROAD, 2.3 FEET
 LH1096'SOUTHWEST OF STEEL WITNESS POST AND PROJECTS 0.3 FEET ABOVE GROUND
 LH1096'ELEVATION.
 LH1096'
 LH1096'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LH1096'DISK STAMPED GILTNER 502 RM 2.  IT IS 64.7 FT. EAST OF CENTERLINE
 LH1096'HIGHWAY 502, 33.5 FT. SOUTH OF CENTERLINE OF COUNTY ROAD.  2.8
 LH1096'FT. NORTHWEST OF TELEPHONE POLE, PROJECTING 0.3 FT. ABOVE GROUND
 LH1096'ELEVATION.
 LH1096'
 LH1096'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LH1096'STAMPED GILTNER 502, 1961.  IT IS 56.2 FT. WEST OF HIGHWAY 502,
 LH1096'24.7 NORTH OF FIELD ENTRANCE ON WEST SIDE OF HIGHWAY.  IT IS 3.8
 LH1096'FT. EAST OF P.P., 1.0 FT. EAST OF STEEL WITNESS POST, SET 0.2 FT.
 LH1096'ABOVE GROUND ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1094 ***********************************************************************
 LH1094  DESIGNATION -  GILTNER COOP
 LH1094  PID         -  LH1094
 LH1094  STATE/COUNTY-  NE/HAMILTON
 LH1094  COUNTRY     -  US
 LH1094  USGS QUAD   -  GILTNER (2017)
 LH1094
 LH1094                         *CURRENT SURVEY CONTROL
 LH1094  ______________________________________________________________________
 LH1094* NAD 83(1995) POSITION- 40 46 23.07166(N) 098 09 11.44394(W)   ADJUSTED
 LH1094* NAVD 88 ORTHO HEIGHT -   606.77  (+/-2cm)     1990.7   (feet) VERTCON
 LH1094  ______________________________________________________________________
 LH1094  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 LH1094  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 LH1094  HORZ ORDER      -  SECOND
 LH1094  VERT ORDER      -  THIRD ? (See Below)
 LH1094
 LH1094.The horizontal coordinates were established by classical geodetic methods
 LH1094.and adjusted by the National Geodetic Survey in August 1997.
 LH1094
 LH1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1094
 LH1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1094.GEOID18 height accuracy estimate available here.
 LH1094
 LH1094.The vertical order pertains to the NGVD 29 superseded value.
 LH1094
 LH1094.Click photographs - Photos may exist for this station.
 LH1094
 LH1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1094
 LH1094. The following values were computed from the NAD 83(1995) position.
 LH1094
 LH1094;                    North         East     Units Scale Factor Converg.
 LH1094;SPC NE       -   106,002.411   655,861.899   MT  0.99973975   +1 13 26.0
 LH1094;SPC NE       -   347,776.24  2,151,773.58   sFT  0.99973975   +1 13 26.0
 LH1094;UTM  14      - 4,513,911.683   571,463.040   MT  0.99966286   +0 33 11.0
 LH1094
 LH1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1094!SPC NE       -   0.99990882  x   0.99973975  =   0.99964859
 LH1094!UTM  14      -   0.99990882  x   0.99966286  =   0.99957171
 LH1094
 LH1094:                Primary Azimuth Mark                     Grid Az
 LH1094:SPC NE       -  DOWD                                     050 28 56.5
 LH1094:UTM  14      -  DOWD                                     051 09 11.5
 LH1094
 LH1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7146313911(NAD 83)
 LH1094
 LH1094|---------------------------------------------------------------------|
 LH1094| PID    Reference Object                     Distance      Geod. Az  |
 LH1094|                                                           dddmmss.s |
 LH1094| LH1092 DOWD                                APPROX.15.6 KM 0514222.5 |
 LH1094| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.23.9 KM 2345024.0 |
 LH1094|---------------------------------------------------------------------|
 LH1094
 LH1094                          SUPERSEDED SURVEY CONTROL
 LH1094
 LH1094  NAD 83(1986)-  40 46 23.07939(N)    098 09 11.44586(W) AD(       ) 2
 LH1094  NAD 27      -  40 46 23.03622(N)    098 09 10.23973(W) AD(       ) 2
 LH1094  NGVD 29             606.54   (m)         1990.0    (f) LEVELING    3  
 LH1094
 LH1094.Superseded values are not recommended for survey control.
 LH1094
 LH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1094.See file dsdata.pdf to determine how the superseded data were derived.
 LH1094
 LH1094_MARKER: DD = SURVEY DISK
 LH1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1094+STABILITY: SURFACE MOTION
 LH1094
 LH1094  HISTORY     - Date     Condition        Report By
 LH1094  HISTORY     - 1961     MONUMENTED       NEDR
 LH1094
 LH1094                          STATION DESCRIPTION
 LH1094
 LH1094'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1094'THE STATION IS LOCATED IN GILTNER ON TOP OF THE GILTNER CO-OP
 LH1094'ELEVATOR IN SECTION 6, T9N R7W.
 LH1094'
 LH1094'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO SOUTH ONE
 LH1094'BLOCK AND TURN LEFT (EAST) ON A DIAGONAL ROAD TO THE ELEVATOR ON
 LH1094'THE RIGHT.  TO REACH THE STATION ON TOP OF THE ELEVATOR USE THE
 LH1094'SELF-OPERATED MAN LIFT TO TOP FLOOR AND CONTINUE TO THE ROOF BY
 LH1094'LADDER WHICH IS MOUNTED TO THE INSIDE OF THE WALL.  THE STATION
 LH1094'IS IN THE NORTH HALF OF THE ROOF.  CONTACT THE MANAGER ABOUT
 LH1094'ENTERING ELEVATOR.
 LH1094'
 LH1094'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1094'STAMPED GILTNER CO-OP 1961.  SET IN THE TOP OF A TEN INCH SQUARE
 LH1094'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE ROOF.
 LH1094'
 LH1094'THERE ARE NO REFERENCE MARKS.
 LH1094'
 LH1094'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1097 ***********************************************************************
 LH1097  DESIGNATION -  GILTNER NEBR EDUCATION TV MAST
 LH1097  PID         -  LH1097
 LH1097  STATE/COUNTY-  NE/HAMILTON
 LH1097  COUNTRY     -  US
 LH1097  USGS QUAD   -  GILTNER (2017)
 LH1097
 LH1097                         *CURRENT SURVEY CONTROL
 LH1097  ______________________________________________________________________
 LH1097* NAD 83(1995) POSITION- 40 48 01.08896(N) 098 13 30.50017(W)   ADJUSTED
 LH1097  ______________________________________________________________________
 LH1097  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 LH1097  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 LH1097  HORZ ORDER      -  THIRD
 LH1097
 LH1097.The horizontal coordinates were established by classical geodetic methods
 LH1097.and adjusted by the National Geodetic Survey in August 1997.
 LH1097
 LH1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1097.GEOID18 height accuracy estimate available here.
 LH1097
 LH1097.Click photographs - Photos may exist for this station.
 LH1097
 LH1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1097
 LH1097. The following values were computed from the NAD 83(1995) position.
 LH1097
 LH1097;                    North         East     Units Scale Factor Converg.
 LH1097;SPC NE       -   108,897.336   649,727.673   MT  0.99973384   +1 10 34.3
 LH1097;SPC NE       -   357,274.01  2,131,648.21   sFT  0.99973384   +1 10 34.3
 LH1097;UTM  14      - 4,516,877.942   565,363.587   MT  0.99965259   +0 30 22.8
 LH1097
 LH1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6536316877(NAD 83)
 LH1097
 LH1097                          SUPERSEDED SURVEY CONTROL
 LH1097
 LH1097  NAD 83(1986)-  40 48 01.09658(N)    098 13 30.50215(W) AD(       ) 3
 LH1097  NAD 27      -  40 48 01.05209(N)    098 13 29.28857(W) AD(       ) 3
 LH1097
 LH1097.Superseded values are not recommended for survey control.
 LH1097
 LH1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1097.See file dsdata.pdf to determine how the superseded data were derived.
 LH1097
 LH1097_MARKER: 42 = RADIO/TV MAST
 LH1097
 LH1097  HISTORY     - Date     Condition        Report By
 LH1097  HISTORY     - 1961     FIRST OBSERVED   CGS
 LH1097
 LH1097                          STATION DESCRIPTION
 LH1097
 LH1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LH1097'THE STATION IS LOCATED ABOUT 1.7 MILES NORTH AND 4 MILES WEST OF THE
 LH1097'RAILROAD STATION IN GILTNER IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 LH1097'1/4 OF SECTION 27, T10N, R8W.
 LH1097'
 LH1097'TO REACH THE STATION FROM THE RAILROAD STATION IN GILTNER PROCEED
 LH1097'NORTHEAST ALONG THE RAILROAD TRACKS FOR 0.3 MILE TO THE JUNCTION
 LH1097'WITH STATE HIGHWAY 502, TURN LEFT (NORTH) AND PROCEED FOR 1.7 MILES
 LH1097'TO THE INTERSECTION WITH A COUNTY ROAD, TURN LEFT (WEST) AND
 LH1097'PROCEED FOR 4 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 LH1097'APPROXIMATELY 200 FT. EAST OF THE NORTH-SOUTH SECTION LINE AND 200
 LH1097'FT. NORTH OF THE EAST-WEST SECTION LINE.
 LH1097'
 LH1097'THE LIGHT ON TOP OF THE TOWER WAS USED FOR THE SIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0710 ***********************************************************************
 NP0710  DESIGNATION -  GIRARD
 NP0710  PID         -  NP0710
 NP0710  STATE/COUNTY-  NE/BOX BUTTE
 NP0710  COUNTRY     -  US
 NP0710  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0710
 NP0710                         *CURRENT SURVEY CONTROL
 NP0710  ______________________________________________________________________
 NP0710* NAD 83(1995) POSITION- 42 25 11.17262(N) 103 12 41.14278(W)   ADJUSTED
 NP0710* NAVD 88 ORTHO HEIGHT -  1345.    (meters)     4413.    (feet) SCALED
 NP0710  ______________________________________________________________________
 NP0710  GEOID HEIGHT    -        -18.157 (meters)                     GEOID18
 NP0710  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 NP0710  HORZ ORDER      -  FIRST
 NP0710
 NP0710.The horizontal coordinates were established by classical geodetic methods
 NP0710.and adjusted by the National Geodetic Survey in August 1997.
 NP0710
 NP0710.The orthometric height was scaled from a topographic map.
 NP0710
 NP0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0710.GEOID18 height accuracy estimate available here.
 NP0710
 NP0710.Click photographs - Photos may exist for this station.
 NP0710
 NP0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0710
 NP0710. The following values were computed from the NAD 83(1995) position.
 NP0710
 NP0710;                    North         East     Units Scale Factor Converg.
 NP0710;SPC NE       -   292,079.895   235,803.881   MT  0.99978591   -2 07 41.5
 NP0710;SPC NE       -   958,265.46    773,633.23   sFT  0.99978591   -2 07 41.5
 NP0710;UTM  13      - 4,697,934.091   647,149.926   MT  0.99986642   +1 12 24.2
 NP0710
 NP0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0710!SPC NE       -   0.99979200  x   0.99978591  =   0.99957796
 NP0710!UTM  13      -   0.99979200  x   0.99986642  =   0.99965845
 NP0710
 NP0710:                Primary Azimuth Mark                     Grid Az
 NP0710:SPC NE       -  GIRARD AZ MK                             171 40 18.2
 NP0710:UTM  13      -  GIRARD AZ MK                             168 20 12.5
 NP0710
 NP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4714997934(NAD 83)
 NP0710
 NP0710|---------------------------------------------------------------------|
 NP0710| PID    Reference Object                     Distance      Geod. Az  |
 NP0710|                                                           dddmmss.s |
 NP0710| CQ3818 GIRARD RM 1                          38.210 METERS 11512     |
 NP0710| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.15.4 KM 1342340.0 |
 NP0710| NP0709 HEMINGFORD HIGH SCHOOL CHIMNEY      APPROX.15.4 KM 1343940.3 |
 NP0710| CQ3817 GIRARD AZ MK                                       1693236.7 |
 NP0710| CQ3819 GIRARD RM 2                          39.484 METERS 21556     |
 NP0710|---------------------------------------------------------------------|
 NP0710
 NP0710                          SUPERSEDED SURVEY CONTROL
 NP0710
 NP0710  NAD 83(1993)-  42 25 11.17273(N)    103 12 41.14301(W) AD(       ) 1
 NP0710  NAD 83(1986)-  42 25 11.17150(N)    103 12 41.13642(W) AD(       ) 1
 NP0710  NAD 27      -  42 25 11.30900(N)    103 12 39.41600(W) AD(       ) 1
 NP0710
 NP0710.Superseded values are not recommended for survey control.
 NP0710
 NP0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0710.See file dsdata.pdf to determine how the superseded data were derived.
 NP0710
 NP0710_MARKER: DS = TRIANGULATION STATION DISK
 NP0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0710_STAMPING: GIRARD 1934
 NP0710_MARK LOGO: CGS
 NP0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0710+STABILITY: SURFACE MOTION
 NP0710
 NP0710  HISTORY     - Date     Condition        Report By
 NP0710  HISTORY     - 1934     MONUMENTED       CGS
 NP0710  HISTORY     - 1967     GOOD             USAF
 NP0710
 NP0710                          STATION DESCRIPTION
 NP0710
 NP0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0710'THIS STATION IS ABOUT 4 MILES ESE OF MARSLAND ON GRASSY
 NP0710'PASTURE LAND ON THE EDGE OF THE BLUFFS OVERLOOKING THE NIOBRARA
 NP0710'RIVER TO THE N, TWO MILES S OF THE RIVER, ONE MILE NE OF THE
 NP0710'CHICAGO, BURLINGTON, AND QUINCY RAILROAD, AND 0.3 MILE NNW
 NP0710'OF A LONE NW FENCE CORNER.  THERE ARE SEVERAL ACRES OF NEATLY
 NP0710'FLAT PASTURE LAND IN THE VICINITY, AND THE STATION IS ON THE
 NP0710'HIGHEST GROUND ALONG BLUFFS FOR SEVERAL MILES E OR W.  THERE
 NP0710'ARE SOME LOWER WHITISH HILLS A FEW RODS N AND NE.  THE MARK
 NP0710'PROJECTS 8 INCHES.  THE LAND THE STATION IS LOCATED ON IS
 NP0710'OWNED BY THE FIRMAN BROTHERS, WHO LIVE ABOUT 2 MILES N ON
 NP0710'THE NIOBRARA RIVER.
 NP0710'
 NP0710'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0710'BRONZE DISKS SET IN CONCRETE.
 NP0710'
 NP0710'REFERENCE MARK NO. 1 IS ESE AND NO. 2 IS SSW OF THE STATION.
 NP0710'THEY PROJECT 10 INCHES.
 NP0710'
 NP0710'THE AZIMUTH MARK IS SSE OF THE STATION, 15.8 FEET W OF A N-S
 NP0710'FENCE AND PROJECTS 8 INCHES.
 NP0710'
 NP0710'THE STATION IS REACHED FROM THE FLAGPOLE IN STREET WHERE MAIN
 NP0710'STREET CROSSES STATE ROUTE 2 BY GOING N 1.0 MILE, THEN LEFT,
 NP0710'OR W, AND GO 5.0 MILES TO A T-INTERSECTION.  TURN RIGHT, OR
 NP0710'N, AND GO 2.0 MILES, (THE MAIN LEFT FORK GOES NORTHWESTERLY
 NP0710'ALONG THE RAILROAD TRACKS 0.7 MILE TO NONPAREIL POST OFFICE,
 NP0710'FORMERLY KNOWN AS GIRARD).  CONTINUE DUE N ON THE RIGHT FORK,
 NP0710'CROSSING RAILROAD TRACKS 50 YARDS N OF THE FORK, THENCE N
 NP0710'2.9 MILES ON A SECTION LINE ROAD.  LEAVE SECTION LINE ROAD AND
 NP0710'TURN W THROUGH THE S ONE OF TWO GATES AND DRIVE W ON TRACK
 NP0710'ROAD ALONG S SIDE OF FENCE FOR 2.0 MILES.  TAKE RIGHT FORK
 NP0710'AND PASS THROUGH AN ANGLING WIRE GATE, THEN TURN N AND
 NP0710'FOLLOW DIM FARM TRACKS N 0.5 MILE, (THERE IS A LONE NW FENCE
 NP0710'CORNER 50 YARDS E OF THE TRACK ROAD.) FROM THIS FENCE
 NP0710'CORNER DRIVE NNW ACROSS PASTURE LAND 0.3 MILE TO THE
 NP0710'HIGHEST GROUND AND THE STATION.
 NP0710'
 NP0710'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0710
 NP0710                          STATION RECOVERY (1967)
 NP0710
 NP0710'RECOVERY NOTE BY US AIR FORCE 1967
 NP0710'STATION, R.M.S AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 NP0710'
 NP0710'NEW ROUTE DESCRIPTION FOLLOWS--
 NP0710'
 NP0710'STATION IS LOCATED ABOUT 8 MILES NW OF HEMINGFORD, NEB. ON
 NP0710'GRASSY PASTURELAND ON THE EDGE OF THE BLUFFS OVERLOOKING
 NP0710'THE NIOBRARA RIVER TO THE NORTH, 2 MILES SOUTH OF THE RIVER,
 NP0710'1 MILE NE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.
 NP0710'THERE ARE SEVERAL ACRES OF FLAT PASTURE LAND IN THE VICINITY,
 NP0710'AND THE STATION IS ON THE HIGHEST GROUND ALONG THE BLUFFS
 NP0710'WHICH RUN SEVERAL MILES EAST AND WEST.  THE STATION MARK IS A
 NP0710'STANDARD BRONZE DISC AND PROJECTS 8 INCHES ABOVE THE GROUND.
 NP0710'
 NP0710'R.M. NO. 1 IS ESE AND NO. 2 IS SSW OF THE STATION.  THEY
 NP0710'PROJECT 10 INCHES ABOVE THE GROUND.
 NP0710'
 NP0710'THE AZIMUTH MARK IS 0.5 MILES SSE OF THE STATION AND PROJECTS
 NP0710'8 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 20 FEET WEST
 NP0710'OF A NORTH-SOUTH FENCE LINE.
 NP0710'
 NP0710'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HEMINGFORD,
 NP0710'NEB., GO WEST ON STATE HWY 2 FOR 5.0 MILES TO A NORTH-SOUTH
 NP0710'SECTION ROAD.  TURN RIGHT, NORTH, ON THE GRAVEL SECTION ROAD
 NP0710'FOR 3.0 MILES, JUST BEFORE CROSSING THE RAILROAD TRACK.
 NP0710'TURN LEFT, WEST, ON THE FIRST OF THE TWO ROADS FOR 2.0 MILES
 NP0710'TO A WHITE ABANDONED SCHOOLHOUSE ON THE LEFT AND AN UNIMPROVED
 NP0710'DIRT ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE DIRT ROAD
 NP0710'FOR 1.5 MILES TO A GATE IN AN EAST-WEST FENCE, CONTINUE ON
 NP0710'TRACK ROAD THROUGH PASTURE FOR 0.6 MILES TO ANOTHER GATE IN
 NP0710'A EAST-WEST FENCE.  PROCEED THROUGH GATE AND CROSS RAILROAD
 NP0710'TRACK TO ANOTHER GATE.  ENTER GATE AND GO NW FOR 0.1 MILES
 NP0710'TO A WINDMILL AND A COW SHED ON THE LEFT.  CONTINUE
 NP0710'NORTHERLY ON WINDING TRACK ROAD THROUGH PASTURE FOR 0.55
 NP0710'MILES TO A GATE IN THE EAST-WEST FENCE CORNER.  ENTER GATE
 NP0710'AND CONTINUE NORTH ALONG WEST SIDE OF NORTH-SOUTH
 NP0710'FENCE FOR 0.2 MILES TO THE AZIMUTH MARK.  CONTINUE NNW FOR
 NP0710'0.5 MILES THROUGH PASTURE TO THE HIGHEST GROUND AND THE
 NP0710'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0320 ***********************************************************************
 ML0320  DESIGNATION -  GIX 1
 ML0320  PID         -  ML0320
 ML0320  STATE/COUNTY-  NE/SHERMAN
 ML0320  COUNTRY     -  US
 ML0320  USGS QUAD   -  ASHTON (2017)
 ML0320
 ML0320                         *CURRENT SURVEY CONTROL
 ML0320  ______________________________________________________________________
 ML0320* NAD 83(1986) POSITION- 41 08 55.     (N) 098 48 20.     (W)   SCALED
 ML0320* NAVD 88 ORTHO HEIGHT -   632.648 (meters)     2075.61  (feet) ADJUSTED
 ML0320  ______________________________________________________________________
 ML0320  GEOID HEIGHT    -        -24.199 (meters)                     GEOID18
 ML0320  DYNAMIC HEIGHT  -        632.324 (meters)     2074.55  (feet) COMP
 ML0320  MODELED GRAVITY -    980,091.3   (mgal)                       NAVD 88
 ML0320
 ML0320  VERT ORDER      -  FIRST     CLASS II
 ML0320
 ML0320.The horizontal coordinates were scaled from a map and have
 ML0320.an estimated accuracy of +/- 6 seconds.
 ML0320
 ML0320.The orthometric height was determined by differential leveling and
 ML0320.adjusted by the NATIONAL GEODETIC SURVEY
 ML0320.in June 1991.
 ML0320
 ML0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0320.GEOID18 height accuracy estimate available here.
 ML0320
 ML0320.Click photographs - Photos may exist for this station.
 ML0320
 ML0320.The dynamic height is computed by dividing the NAVD 88
 ML0320.geopotential number by the normal gravity value computed on the
 ML0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0320.degrees latitude (g = 980.6199 gals.).
 ML0320
 ML0320.The modeled gravity was interpolated from observed gravity values.
 ML0320
 ML0320;                    North         East    Units  Estimated Accuracy
 ML0320;SPC NE       -   146,720.      600,230.      MT  (+/- 180 meters Scaled)
 ML0320
 ML0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163552(NAD 83)
 ML0320
 ML0320                          SUPERSEDED SURVEY CONTROL
 ML0320
 ML0320  NGVD 29 (??/??/92)  632.406  (m)         2074.82   (f) ADJ UNCH    1 2
 ML0320
 ML0320.Superseded values are not recommended for survey control.
 ML0320
 ML0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0320.See file dsdata.pdf to determine how the superseded data were derived.
 ML0320
 ML0320_MARKER: DB = BENCH MARK DISK
 ML0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0320_STAMPING: GIX 1
 ML0320_MARK LOGO: BPR
 ML0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0320+STABILITY: SURFACE MOTION
 ML0320
 ML0320  HISTORY     - Date     Condition        Report By
 ML0320  HISTORY     - UNK      MONUMENTED       BOR
 ML0320  HISTORY     - 1950     GOOD             CGS
 ML0320
 ML0320                          STATION DESCRIPTION
 ML0320
 ML0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0320'3.4 MI NE FROM ROCKVILLE.
 ML0320'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0320'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, THENCE 2.0 MILES NORTH ALONG
 ML0320'A GRADED DIRT ROAD, 40 FEET NORTH OF THE CENTER LINE OF AN EAST
 ML0320'AND WEST ROAD, 36 FEET EAST OF THE CENTER LINE OF A NORTH AND
 ML0320'SOUTH ROAD, 17 FEET SOUTHEAST OF A FENCE CORNER, 3.1 FEET SOUTHWEST
 ML0320'OF A WITNESS POST, SET IN THE TOP OF A 10 FOOT CONCRETE POST
 ML0320'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0382 ***********************************************************************
 ML0382  DESIGNATION -  GIX 2
 ML0382  PID         -  ML0382
 ML0382  STATE/COUNTY-  NE/SHERMAN
 ML0382  COUNTRY     -  US
 ML0382  USGS QUAD   -  ROCKVILLE (2017)
 ML0382
 ML0382                         *CURRENT SURVEY CONTROL
 ML0382  ______________________________________________________________________
 ML0382* NAD 83(1986) POSITION- 41 06 18.     (N) 098 51 32.     (W)   SCALED
 ML0382* NAVD 88 ORTHO HEIGHT -   635.589 (meters)     2085.26  (feet) ADJUSTED
 ML0382  ______________________________________________________________________
 ML0382  GEOID HEIGHT    -        -24.185 (meters)                     GEOID18
 ML0382  DYNAMIC HEIGHT  -        635.259 (meters)     2084.18  (feet) COMP
 ML0382  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 ML0382
 ML0382  VERT ORDER      -  FIRST     CLASS II
 ML0382
 ML0382.The horizontal coordinates were scaled from a map and have
 ML0382.an estimated accuracy of +/- 6 seconds.
 ML0382
 ML0382.The orthometric height was determined by differential leveling and
 ML0382.adjusted by the NATIONAL GEODETIC SURVEY
 ML0382.in June 1991.
 ML0382
 ML0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0382.GEOID18 height accuracy estimate available here.
 ML0382
 ML0382.Click photographs - Photos may exist for this station.
 ML0382
 ML0382.The dynamic height is computed by dividing the NAVD 88
 ML0382.geopotential number by the normal gravity value computed on the
 ML0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0382.degrees latitude (g = 980.6199 gals.).
 ML0382
 ML0382.The modeled gravity was interpolated from observed gravity values.
 ML0382
 ML0382;                    North         East    Units  Estimated Accuracy
 ML0382;SPC NE       -   141,820.      595,820.      MT  (+/- 180 meters Scaled)
 ML0382
 ML0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL118504(NAD 83)
 ML0382
 ML0382                          SUPERSEDED SURVEY CONTROL
 ML0382
 ML0382  NGVD 29 (??/??/92)  635.344  (m)         2084.46   (f) ADJ UNCH    1 2
 ML0382
 ML0382.Superseded values are not recommended for survey control.
 ML0382
 ML0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0382.See file dsdata.pdf to determine how the superseded data were derived.
 ML0382
 ML0382_MARKER: DB = BENCH MARK DISK
 ML0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0382_STAMPING: GIX 2
 ML0382_MARK LOGO: BOR
 ML0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0382+STABILITY: SURFACE MOTION
 ML0382
 ML0382  HISTORY     - Date     Condition        Report By
 ML0382  HISTORY     - UNK      MONUMENTED       BOR
 ML0382  HISTORY     - 1950     GOOD             CGS
 ML0382
 ML0382                          STATION DESCRIPTION
 ML0382
 ML0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0382'2.1 MI SW FROM ROCKVILLE.
 ML0382'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0382'AT ROCKVILLE, 0.1 MILE WEST OF A PRIVATE DRIVEWAY LEADING SOUTH
 ML0382'TO A FARMHOUSE, 158.0 FEET WEST OF A POWER LINE POLE, 144.0 FEET
 ML0382'EAST OF A POWER LINE POLE, 32 FEET SOUTH OF THE CENTER LINE OF
 ML0382'THE HIGHWAY, 3.0 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 ML0382'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0411 ***********************************************************************
 LH0411  DESIGNATION -  GIX 3
 LH0411  PID         -  LH0411
 LH0411  STATE/COUNTY-  NE/BUFFALO
 LH0411  COUNTRY     -  US
 LH0411  USGS QUAD   -  CAMERON (2017)
 LH0411
 LH0411                         *CURRENT SURVEY CONTROL
 LH0411  ______________________________________________________________________
 LH0411* NAD 83(1986) POSITION- 40 59 21.19   (N) 098 43 18.17   (W)   HD_HELD1
 LH0411* NAVD 88 ORTHO HEIGHT -   620.255 (meters)     2034.95  (feet) ADJUSTED
 LH0411  ______________________________________________________________________
 LH0411  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 LH0411  DYNAMIC HEIGHT  -        619.928 (meters)     2033.88  (feet) COMP
 LH0411  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 LH0411
 LH0411  VERT ORDER      -  FIRST     CLASS II
 LH0411
 LH0411.The horizontal coordinates were determined by differentially corrected
 LH0411.hand held GPS observations or other comparable positioning techniques
 LH0411.and have an estimated accuracy of +/- 3 meters.
 LH0411
 LH0411.The orthometric height was determined by differential leveling and
 LH0411.adjusted by the NATIONAL GEODETIC SURVEY
 LH0411.in June 1991.
 LH0411
 LH0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0411.GEOID18 height accuracy estimate available here.
 LH0411
 LH0411.Click photographs - Photos may exist for this station.
 LH0411
 LH0411.The dynamic height is computed by dividing the NAVD 88
 LH0411.geopotential number by the normal gravity value computed on the
 LH0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0411.degrees latitude (g = 980.6199 gals.).
 LH0411
 LH0411.The modeled gravity was interpolated from observed gravity values.
 LH0411
 LH0411;                    North         East    Units  Estimated Accuracy
 LH0411;SPC NE       -   129,129.0     607,530.1     MT  (+/- 3 meters HH1 GPS) 
 LH0411
 LH0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2340837597(NAD 83)
 LH0411
 LH0411                          SUPERSEDED SURVEY CONTROL
 LH0411
 LH0411  NGVD 29 (??/??/92)  620.010  (m)         2034.15   (f) ADJ UNCH    1 2
 LH0411
 LH0411.Superseded values are not recommended for survey control.
 LH0411
 LH0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0411.See file dsdata.pdf to determine how the superseded data were derived.
 LH0411
 LH0411_MARKER: DD = SURVEY DISK
 LH0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0411_STAMPING: GIX 3
 LH0411_MARK LOGO: BOR
 LH0411_PROJECTION: FLUSH
 LH0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0411+STABILITY: SURFACE MOTION
 LH0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0411+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 LH0411
 LH0411  HISTORY     - Date     Condition        Report By
 LH0411  HISTORY     - UNK      MONUMENTED       BOR
 LH0411  HISTORY     - 1950     GOOD             CGS
 LH0411  HISTORY     - 20200701 GOOD             NE-109
 LH0411
 LH0411                          STATION DESCRIPTION
 LH0411
 LH0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0411'4.6 MI SE FROM ST MICHAEL.
 LH0411'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0411'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 2, THENCE
 LH0411'1.2 MILES SOUTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG
 LH0411'A GRADED DIRT ROAD, AT A ROAD JUNCTION 39 FEET WEST OF THE
 LH0411'CENTER LINE OF A ROAD LEADING SOUTH, 37 FEET SOUTH OF THE CENTER
 LH0411'LINE OF AN EAST-WEST ROAD, 6 FEET SOUTHWEST OF A FENCE CORNER,
 LH0411'5.0 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A REFERENCE POST,
 LH0411'AND SET IN THE TOP OF A 10-FOOT CONCRETE POST WHICH IS FLUSH
 LH0411'WITH THE GROUND.
 LH0411
 LH0411                          STATION RECOVERY (2020)
 LH0411
 LH0411'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2020 (SAP)
 LH0411'THE MARK IS 35 FT (10.7 M) SOUTH OF THE CENTERLINE OF 325TH ROAD, 39
 LH0411'FT (11.9 M) WEST OF THE CENTERLINE OF WISEMAN ROAD, 98 FT (29.9 M)
 LH0411'NORTH OF A POWER POLE AND 1.0 FT (0.3 M) EAST OF A STEEL U POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0828 ***********************************************************************
 LG0828  DESIGNATION -  GLAD
 LG0828  PID         -  LG0828
 LG0828  STATE/COUNTY-  NE/JEFFERSON
 LG0828  COUNTRY     -  US
 LG0828  USGS QUAD   -  GLADSTONE (2017)
 LG0828
 LG0828                         *CURRENT SURVEY CONTROL
 LG0828  ______________________________________________________________________
 LG0828* NAD 83(1995) POSITION- 40 09 40.38966(N) 097 15 44.56558(W)   ADJUSTED
 LG0828* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 LG0828  ______________________________________________________________________
 LG0828  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 LG0828  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 LG0828  HORZ ORDER      -  FIRST
 LG0828
 LG0828.The horizontal coordinates were established by classical geodetic methods
 LG0828.and adjusted by the National Geodetic Survey in August 1997.
 LG0828
 LG0828.The orthometric height was scaled from a topographic map.
 LG0828
 LG0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0828.GEOID18 height accuracy estimate available here.
 LG0828
 LG0828.Click photographs - Photos may exist for this station.
 LG0828
 LG0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0828
 LG0828. The following values were computed from the NAD 83(1995) position.
 LG0828
 LG0828;                    North         East     Units Scale Factor Converg.
 LG0828;SPC NE       -    40,098.637   733,170.218   MT  0.99993102   +1 48 51.2
 LG0828;SPC NE       -   131,556.94  2,405,409.29   sFT  0.99993102   +1 48 51.2
 LG0828;UTM  14      - 4,447,098.643   647,977.231   MT  0.99986956   +1 07 15.1
 LG0828
 LG0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0828!SPC NE       -   0.99993064  x   0.99993102  =   0.99986167
 LG0828!UTM  14      -   0.99993064  x   0.99986956  =   0.99980021
 LG0828
 LG0828:                Primary Azimuth Mark                     Grid Az
 LG0828:SPC NE       -  GLAD AZ MK                               147 45 42.1
 LG0828:UTM  14      -  GLAD AZ MK                               148 27 18.2
 LG0828
 LG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4797747098(NAD 83)
 LG0828
 LG0828|---------------------------------------------------------------------|
 LG0828| PID    Reference Object                     Distance      Geod. Az  |
 LG0828|                                                           dddmmss.s |
 LG0828| CN8622 GLAD RM 1                            26.036 METERS 02720     |
 LG0828| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.28.1 KM 0560947.0 |
 LG0828| LG0818 JANSEN MUNICIPAL TANK               APPROX.15.5 KM 0801246.6 |
 LG0828| LG0822 FAIRBURY ST MICHAELS CH CROSS       APPROX. 7.5 KM 1084025.0 |
 LG0828| LG0824 FAIRBURY COURTHOUSE DOME            APPROX. 7.5 KM 1120806.0 |
 LG0828| CN8621 GLAD AZ MK                                         1493433.3 |
 LG0828| KF0918 MUNDEN MUNICIPAL TANK               APPROX.36.2 KM 2204754.8 |
 LG0828| LG0827 GILEAD TRINITY LUTH CH SPIRE        APPROX. 7.5 KM 2703835.8 |
 LG0828| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX. 2.6 KM 2712537.7 |
 LG0828| CN8623 GLAD RM 2                            35.243 METERS 31107     |
 LG0828| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX.14.7 KM 3114314.5 |
 LG0828| CN8624 GLAD RM 3                            34.658 METERS 31334     |
 LG0828|---------------------------------------------------------------------|
 LG0828
 LG0828                          SUPERSEDED SURVEY CONTROL
 LG0828
 LG0828  NAD 83(1986)-  40 09 40.39579(N)    097 15 44.56499(W) AD(       ) 1
 LG0828  NAD 27      -  40 09 40.39000(N)    097 15 43.42800(W) AD(       ) 1
 LG0828
 LG0828.Superseded values are not recommended for survey control.
 LG0828
 LG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0828.See file dsdata.pdf to determine how the superseded data were derived.
 LG0828
 LG0828_MARKER: DS = TRIANGULATION STATION DISK
 LG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0828_STAMPING: GLAD 1935
 LG0828_MARK LOGO: CGS
 LG0828_PROJECTION: RECESSED 30 CENTIMETERS
 LG0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0828+STABILITY: SURFACE MOTION
 LG0828
 LG0828  HISTORY     - Date     Condition        Report By
 LG0828  HISTORY     - 1935     MONUMENTED       CGS
 LG0828  HISTORY     - 1947     GOOD             CGS
 LG0828  HISTORY     - 1950     GOOD             CGS
 LG0828  HISTORY     - 1970     GOOD             NGS
 LG0828
 LG0828                          STATION DESCRIPTION
 LG0828
 LG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0828'STATION IS LOCATED IN T 2 N, R 1 E, IN NE 1/4 OF SECTION 12, ABOUT
 LG0828'4.25 MILES AND 2 MILES N OF FAIRBURY ON THE E SIDE OF A PROMINENT
 LG0828'RIDGE WHICH SLOPES TO THE E AND IS NEARLY FLAT TO THE W.
 LG0828'
 LG0828'REACHED FROM FAIRBURY (NE CORNER OF SQUARE) BY GOING N ON ROUTE
 LG0828'15 FOR 0.7 MILE, TURN LEFT (W) ON ROUTE 3 AND GO 4 MILES, TURN
 LG0828'RIGHT (N), LEAVING 3, AND GO 1 MILE, TURN LEFT (N) AT CEMETERY
 LG0828'AND GO 0.3 MILE TO TOP OF RIDGE AND STATION SITE.  MARK IS SET
 LG0828'IN EDGE OF FIELD 36 FT. S OF CENTER LINE OF E AND W ROAD AND
 LG0828'18 FT. SE OF GATE ENTERING FIELD.
 LG0828'
 LG0828'R.M. 1 IS 85.44 FT. (26.042 M) NE OF STATION, 3 FT. S OF HEDGE
 LG0828'AND 24 FT. N OF CENTER LINE OF E AND W ROAD.
 LG0828'
 LG0828'R.M. 2 IS 115.63 FT. (35.243 M) NW OF STATION, 1 FT. S OF E AND W
 LG0828'FENCE AND 24 FT. N OF CENTER LINE OF E AND W ROAD.
 LG0828'
 LG0828'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE SSE OF STATION.  REACHED
 LG0828'BY GOING E FROM STATION 0.3 MILE, TURN RIGHT (S) AND GO 0.7
 LG0828'MILE.  MARK IS SET 4 FT. N OF GATE IN FENCE LINE AND 25 FT. E
 LG0828'OF N AND S ROAD.
 LG0828'
 LG0828'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0828
 LG0828                          STATION RECOVERY (1947)
 LG0828
 LG0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0828'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 LG0828'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG0828'GOOD CONDITION, WITH THE EXCEPTION OF REFERENCE MARK NO 2 WAS
 LG0828'FOUND TO BE LOOSE AND TOO CLOSE TO ROAD RIGHT-OF-WAY.  IT WAS
 LG0828'DESTROYED AND REFERENCE MARK NO 3 WAS ESTABLISHED.
 LG0828'FOLLOWING IS A COMPLETE DESCRIPTION.
 LG0828'
 LG0828'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF FAIRBURY
 LG0828'AND 3.0 MILES EAST OF GLADSTONE, ON LAND OWNED BY A MRS. ETTA
 LG0828'SEDGERMAN OF FAIRBURY AND FARMED BY GUS DOEHRING.  IT IS 33
 LG0828'FEET SOUTHWEST OF TRIANGULAR BLAZED POWER LINE POLE, 50 FEET SOUTH
 LG0828'OF THE CENTER OF EAST-WEST ROAD, 21 FEET SOUTH OF EAST-WEST FENCE
 LG0828'LINE AND 18 FEET SOUTH OF WITNESS POST.  IT IS STAMPED GLAD 1935
 LG0828'AND SET 12 INCHES BELOW THE GROUND SURFACE.
 LG0828'
 LG0828'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 40 FEET
 LG0828'NORTH OF THE CENTER OF EAST-WEST ROAD AND 2 FEET NORTH OF
 LG0828'EAST-WEST FENCE LINE.  IT IS STAMPED GLAD NO 1 1935 AND
 LG0828'PROJECTS 6 INCHES.
 LG0828'
 LG0828'REFERENCE MARK NO 3 IS NORTHWEST OF THE STATION, 40 FEET NORTH
 LG0828'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST
 LG0828'FENCE LINE.  IT IS STAMPED GLAD NO 3 1947 AND SET FLUSH WITH
 LG0828'THE GROUND SURFACE.
 LG0828'
 LG0828'THE AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH-SOUTHEAST OF THE
 LG0828'STATION, 25 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 4 FEET
 LG0828'NORTH OF NORTH END OF WOODEN GATE IN WIRE FENCE LINE, 1 FOOT WEST
 LG0828'OF NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF WITNESS POST.  IT
 LG0828'IS STAMPED GLAD 1935 AND PROJECTS 4 INCHES.
 LG0828'
 LG0828'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 LG0828'IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 0.7 MILE, TURN
 LG0828'LEFT AND GO WEST ON STATE HIGHWAY NO 3 FOR 4.0 MILES TO
 LG0828'CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE
 LG0828'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON ROAD
 LG0828'FOR 0.7 MILE TO CROSSROADS AND CEMETERY ON LEFT, TURN LEFT AND
 LG0828'GO WEST FOR 0.3 MILE TO THE TOP OF THE RIDGE AND STATION ON
 LG0828'SOUTH SIDE AS DESCRIBED.
 LG0828'
 LG0828'A 4 FOOT SIGNAL AT STATION NUTTER 1935 IS V.G.
 LG0828'
 LG0828'A 74 FOOT SIGNAL AT STATION HOFF 1935 IS VISIBLE AT 37 FEET
 LG0828'
 LG0828'A 74 FOOT SIGNAL AT STATION MERIDIAN 1935 IS VISIBLE AT 37 FEET
 LG0828'
 LG0828'A 4 FOOT SIGNAL AT STATION REYNOLDS IS VISIBLE AT 37 FEET
 LG0828'
 LG0828'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 37 FEET.
 LG0828'
 LG0828'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0828
 LG0828                          STATION RECOVERY (1950)
 LG0828
 LG0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0828'STATION WAS RECOVERED AS DESCRIBED BY R.L. ENGDAHL IN 1947 AND
 LG0828'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS
 LG0828'FOUND IN THE DIRECTION TO REFERENCE MARK NO. 3.  THE 1947
 LG0828'DESCRIPTION IS ADEQUATE.
 LG0828'
 LG0828'1950 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 LG0828
 LG0828                          STATION RECOVERY (1970)
 LG0828
 LG0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0828'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND
 LG0828'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LG0828'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0828'ADEQUATE FOR RECOVERY.
 LG0828'
 LG0828'A METAL WITNESS POST WAS SET 18 FEET NORTH OF THE STATION MARK.
 LG0828'
 LG0828'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LG0828'
 LG0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND
 LG0828'STATE HIGHWAY 15 AT THE NORTHEAST SIDE OF FAIRBURY, GO WEST ON
 LG0828'U.S. HIGHWAY 136 FOR 4.55 MILES TO A CROSSROAD.  TURN RIGHT AND
 LG0828'GO NORTH ON A GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 LG0828'THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.7 MILES TO
 LG0828'A CROSSROAD AND THE PLEASANT HILL CEMETERY IN THE SOUTHWEST
 LG0828'ANGLE.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO
 LG0828'A FIELD ENTRANCE AND THE STATION ON THE LEFT.
 LG0828'
 LG0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LG0828'WEST-NORTHWEST OF FAIRBURY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0368 ***********************************************************************
 MN0368  CBN         -  This is a Cooperative Base Network Control Station.
 MN0368  DESIGNATION -  GLEN
 MN0368  PID         -  MN0368
 MN0368  STATE/COUNTY-  NE/CHEYENNE
 MN0368  COUNTRY     -  US
 MN0368  USGS QUAD   -  DALTON (2017)
 MN0368
 MN0368                         *CURRENT SURVEY CONTROL
 MN0368  ______________________________________________________________________
 MN0368* NAD 83(2011) POSITION- 41 24 09.58366(N) 102 58 23.90842(W)   ADJUSTED
 MN0368* NAD 83(2011) ELLIP HT-  1281.761 (meters)        (06/27/12)   ADJUSTED
 MN0368* NAD 83(2011) EPOCH   -  2010.00
 MN0368* NAVD 88 ORTHO HEIGHT -  1301.501 (meters)     4270.01  (feet) ADJUSTED
 MN0368  ______________________________________________________________________
 MN0368  GEOID HEIGHT    -        -19.743 (meters)                     GEOID18
 MN0368  NAD 83(2011) X  - -1,075,811.664 (meters)                     COMP
 MN0368  NAD 83(2011) Y  - -4,669,776.515 (meters)                     COMP
 MN0368  NAD 83(2011) Z  -  4,196,917.204 (meters)                     COMP
 MN0368  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 MN0368  DYNAMIC HEIGHT  -       1300.601 (meters)     4267.06  (feet) COMP
 MN0368  MODELED GRAVITY -    979,886.5   (mgal)                       NAVD 88
 MN0368
 MN0368  VERT ORDER      -  FIRST     CLASS II
 MN0368
 MN0368  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0368  Standards:
 MN0368         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0368            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0368  -------------------------------------------------------------------
 MN0368  NETWORK    0.41   1.00           0.19   0.13   0.51      0.00569960
 MN0368  -------------------------------------------------------------------
 MN0368  Click here for local accuracies and other accuracy information.
 MN0368
 MN0368.The horizontal coordinates were established by GPS observations
 MN0368.and adjusted by the National Geodetic Survey in June 2012.
 MN0368
 MN0368.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0368.been affixed to the stable North American tectonic plate. See 
 MN0368.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0368
 MN0368.The horizontal coordinates are valid at the epoch date displayed above
 MN0368.which is a decimal equivalence of Year/Month/Day.
 MN0368
 MN0368.The orthometric height was determined by differential leveling and
 MN0368.adjusted by the NATIONAL GEODETIC SURVEY
 MN0368.in June 1991.
 MN0368
 MN0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0368.GEOID18 height accuracy estimate available here.
 MN0368
 MN0368.Click photographs - Photos may exist for this station.
 MN0368
 MN0368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0368
 MN0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0368
 MN0368.The ellipsoidal height was determined by GPS observations
 MN0368.and is referenced to NAD 83.
 MN0368
 MN0368.The dynamic height is computed by dividing the NAVD 88
 MN0368.geopotential number by the normal gravity value computed on the
 MN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0368.degrees latitude (g = 980.6199 gals.).
 MN0368
 MN0368.The modeled gravity was interpolated from observed gravity values.
 MN0368
 MN0368. The following values were computed from the NAD 83(2011) position.
 MN0368
 MN0368;                    North         East     Units Scale Factor Converg.
 MN0368;SPC NE       -   178,508.479   251,502.277   MT  0.99966021   -1 58 13.4
 MN0368;SPC NE       -   585,656.57    825,137.05   sFT  0.99966021   -1 58 13.4
 MN0368;UTM  13      - 4,585,439.940   669,410.871   MT  0.99995321   +1 20 26.4
 MN0368
 MN0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0368!SPC NE       -   0.99979899  x   0.99966021  =   0.99945927
 MN0368!UTM  13      -   0.99979899  x   0.99995321  =   0.99975221
 MN0368
 MN0368:                Primary Azimuth Mark                     Grid Az
 MN0368:SPC NE       -  GLEN AZ MK                               178 41 42.0
 MN0368:UTM  13      -  GLEN AZ MK                               175 23 02.2
 MN0368
 MN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6941085439(NAD 83)
 MN0368
 MN0368|---------------------------------------------------------------------|
 MN0368| PID    Reference Object                     Distance      Geod. Az  |
 MN0368|                                                           dddmmss.s |
 MN0368| CP8103 GLEN RM 1                            16.668 METERS 15308     |
 MN0368| MN0369 GLEN AZ MK                                         1764328.6 |
 MN0368| CP8104 GLEN RM 2                            32.833 METERS 34810     |
 MN0368| MN0502 DALTON MUNICIPAL TANK               APPROX. 0.6 KM 3575207.1 |
 MN0368|---------------------------------------------------------------------|
 MN0368
 MN0368                          SUPERSEDED SURVEY CONTROL
 MN0368
 MN0368  NAD 83(2007)-  41 24 09.58351(N)    102 58 23.90919(W) AD(2002.00) 0
 MN0368  ELLIP H (02/10/07) 1281.787  (m)                       GP(2002.00)    
 MN0368  ELLIP H (09/24/01) 1281.758  (m)                       GP(       ) 4 1
 MN0368  NAD 83(1995)-  41 24 09.58293(N)    102 58 23.90913(W) AD(       ) B
 MN0368  ELLIP H (06/25/96) 1281.794  (m)                       GP(       ) 1 1
 MN0368  NAD 83(1986)-  41 24 09.57463(N)    102 58 23.91205(W) AD(       ) 2
 MN0368  NAD 27      -  41 24 09.64880(N)    102 58 22.17600(W) AD(       ) 2
 MN0368  NAVD 88            1301.50   (m)         4270.0    (f) LEVELING    3  
 MN0368
 MN0368.Superseded values are not recommended for survey control.
 MN0368
 MN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0368.See file dsdata.pdf to determine how the superseded data were derived.
 MN0368
 MN0368_MARKER: DS = TRIANGULATION STATION DISK
 MN0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0368_STAMPING: GLEN 1963
 MN0368_MARK LOGO: CGS
 MN0368_PROJECTION: PROJECTING 18 CENTIMETERS
 MN0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0368+STABILITY: SURFACE MOTION
 MN0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0368+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2023
 MN0368
 MN0368  HISTORY     - Date     Condition        Report By
 MN0368  HISTORY     - 1963     MONUMENTED       CGS
 MN0368  HISTORY     - 1985     GOOD             NGS
 MN0368  HISTORY     - 19950516 GOOD             NGS
 MN0368  HISTORY     - 20020820 GOOD             NEDR
 MN0368  HISTORY     - 20060716 GOOD             JCLS
 MN0368  HISTORY     - 20160601 GOOD             INDIV
 MN0368  HISTORY     - 20161201 GOOD             INDIV
 MN0368  HISTORY     - 20161201 GOOD             INDIV
 MN0368  HISTORY     - 20170906 GOOD             NEGS
 MN0368  HISTORY     - 20230405 GOOD             NEGS
 MN0368
 MN0368                          STATION DESCRIPTION
 MN0368
 MN0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0368'THE STATION IS LOCATED 0.4 MILE SOUTH OF DALTON, ON THE WEST
 MN0368'RIGHT-OF-WAY OF U.S. HIGHWAY 385.
 MN0368'
 MN0368'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON,
 MN0368'0.05 MILE WEST OF THE POST OFFICE, GO SOUTH ON U.S. HIGHWAY
 MN0368'385 FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0368'
 MN0368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 MN0368'HIGHWAY 385 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 MN0368'AS DESCRIBED IN THE NORTHEAST CORNER OF THE INTERSECTION.
 MN0368'
 MN0368'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0368'CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS STAMPED
 MN0368'GLEN 1963.  IT IS 53 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 MN0368'385, 2.4 FEET NORTH OF A METAL WITNESS POST, SET IN THE
 MN0368'WEST RIGHT-OF-WAY FENCE.
 MN0368'
 MN0368'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0368'12-INCH CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS
 MN0368'STAMPED GLEN NO 1 1963.  IT IS 41 FEET WEST OF THE CENTER
 MN0368'OF U.S. HIGHWAY 385, 13.9 FEET EAST OF THE WEST RIGHT-OF-WAY
 MN0368'FENCE AND 1-1/2 FEET NORTHWEST OF A BRACED TELEPHONE POLE.
 MN0368'
 MN0368'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0368'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0368'STAMPED GLEN NO 2 1963.  IT IS 43-1/2 FEET WEST OF THE CENTER
 MN0368'OF U.S. HIGHWAY 385, 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 MN0368'FENCE AND 1-1/2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 MN0368'
 MN0368'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0368'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0368'STAMPED GLEN 1963.  IT IS 70 FEET NORTH OF THE CENTER OF A
 MN0368'GRAVELED ROAD, 41 FEET EAST OF THE CENTER OF U.S. HIGHWAY 385,
 MN0368'1-1/2 FEET NORTH-NORTHWEST OF A POWER POLE, AND 1.5 FEET
 MN0368'NORTHEAST OF A METAL WITNESS POST.
 MN0368
 MN0368                          STATION RECOVERY (1985)
 MN0368
 MN0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0368'0.6 KM (0.4 MI) SOUTH FROM DALTON.
 MN0368'0.64 KM (0.4 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0368'DALTON, 16.2 METERS (53 FT) WEST OF THE HIGHWAY CENTERLINE.
 MN0368'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 MN0368'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MN0368
 MN0368                          STATION RECOVERY (1995)
 MN0368
 MN0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0368'THE MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTH OF DALTON, ON THE WEST
 MN0368'RIGHT-OF-WAY OF U.S. HIGHWAY 385, BETWEEN THE HIGHWAY AND A DOUBLE SET
 MN0368'OF RAILROAD TRACKS AND NEAR THE CENTER OF SEC33, T17N, R49W.  TO REACH
 MN0368'THE MARK FROM THE DALTON CITY HALL, GO SOUTH ON HIGHWAY 385 FOR 0.4 MI
 MN0368'(0.6 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 MN0368'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 15 CM ABOVE THE GROUND.
 MN0368'IT IS 218.4 FT (66.6 M) SOUTHEAST FROM A RAILROAD SWITCH THAT IS SOUTH
 MN0368'OF 2 SPUR TRACKS, 185.7 FT (56.6 M) NORTHEAST OF THE MOST NORTHEAST
 MN0368'RAIL, 51.5 FT (15.7 M) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 MN0368'108.8 FT (33.2 M) NORTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER, 2.3
 MN0368'FT (0.7 M) NORTH OF A METAL WITNESS POST AND 2.8 FT (0.9 M) SOUTH OF A
 MN0368'FIBERGLASS WITNESS POST.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE
 MN0368'MARK.
 MN0368
 MN0368                          STATION RECOVERY (2002)
 MN0368
 MN0368'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0368'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002 (JC) STATION
 MN0368'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO. 2 HAS BEEN DISTURBED.
 MN0368
 MN0368                          STATION RECOVERY (2006)
 MN0368
 MN0368'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0368'RECOVERED IN GOOD CONDITION.
 MN0368
 MN0368                          STATION RECOVERY (2016)
 MN0368
 MN0368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0368'RECOVERED AS DESCRIBED 
 MN0368'MP 51+82 HWY 385
 MN0368
 MN0368                          STATION RECOVERY (2016)
 MN0368
 MN0368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DJK)
 MN0368'RECOVERED IN GOOD CONDITION.
 MN0368
 MN0368                          STATION RECOVERY (2016)
 MN0368
 MN0368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DJK)
 MN0368'RECOVERED IN GOOD CONDITION.
 MN0368
 MN0368                          STATION RECOVERY (2017)
 MN0368
 MN0368'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 MN0368'RECOVERED AS DESCRIBED ALSO NEAR MILE POST 51+81 FOR HIGHWAY 385
 MN0368
 MN0368                          STATION RECOVERY (2023)
 MN0368
 MN0368'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2023 (BO)
 MN0368'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 385 AND MAIN STREET IN
 MN0368'DALTON, NE., GO SOUTH ON U.S. HIGHWAY 385 APPROXIMATELY 0.32 MI (0.51
 MN0368'KM) TO MILE POST 51.82 AND THE MARK ON THE RIGHT (WSW) SIDE OF U.S.
 MN0368'HIGHWAY 385.  THE MARK IS 2.8 FT (0.9 M) SOUTH OF A FIBERGLASS WITNESS
 MN0368'POST, 2.3 FT (0.7 M) NORTH OF A METAL WITNESS POST AND 51.5 FT (15.7
 MN0368'M) WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 385.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0369 ***********************************************************************
 MN0369  DESIGNATION -  GLEN AZ MK
 MN0369  PID         -  MN0369
 MN0369  STATE/COUNTY-  NE/CHEYENNE
 MN0369  COUNTRY     -  US
 MN0369  USGS QUAD   -  DALTON (2017)
 MN0369
 MN0369                         *CURRENT SURVEY CONTROL
 MN0369  ______________________________________________________________________
 MN0369* NAD 83(1986) POSITION- 41 23 42.     (N) 102 58 22.     (W)   SCALED
 MN0369* NAVD 88 ORTHO HEIGHT -  1299.525 (meters)     4263.52  (feet) ADJUSTED
 MN0369  ______________________________________________________________________
 MN0369  GEOID HEIGHT    -        -19.746 (meters)                     GEOID18
 MN0369  DYNAMIC HEIGHT  -       1298.625 (meters)     4260.57  (feet) COMP
 MN0369  MODELED GRAVITY -    979,885.7   (mgal)                       NAVD 88
 MN0369
 MN0369  VERT ORDER      -  FIRST     CLASS II
 MN0369
 MN0369.The horizontal coordinates were scaled from a map and have
 MN0369.an estimated accuracy of +/- 6 seconds.
 MN0369
 MN0369.The orthometric height was determined by differential leveling and
 MN0369.adjusted by the NATIONAL GEODETIC SURVEY
 MN0369.in June 1991.
 MN0369
 MN0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0369.GEOID18 height accuracy estimate available here.
 MN0369
 MN0369.Click photographs - Photos may exist for this station.
 MN0369
 MN0369.The dynamic height is computed by dividing the NAVD 88
 MN0369.geopotential number by the normal gravity value computed on the
 MN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0369.degrees latitude (g = 980.6199 gals.).
 MN0369
 MN0369.The modeled gravity was interpolated from observed gravity values.
 MN0369
 MN0369;                    North         East    Units  Estimated Accuracy
 MN0369;SPC NE       -   177,660.      251,520.      MT  (+/- 180 meters Scaled)
 MN0369
 MN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694845(NAD 83)
 MN0369
 MN0369                          SUPERSEDED SURVEY CONTROL
 MN0369
 MN0369.No superseded survey control is available for this station.
 MN0369
 MN0369_MARKER: DZ = AZIMUTH MARK DISK
 MN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0369_STAMPING: GLEN 1963
 MN0369_MARK LOGO: CGS
 MN0369_PROJECTION: FLUSH
 MN0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0369+STABILITY: SURFACE MOTION
 MN0369
 MN0369  HISTORY     - Date     Condition        Report By
 MN0369  HISTORY     - 1963     MONUMENTED       CGS
 MN0369  HISTORY     - 1985     GOOD             NGS
 MN0369  HISTORY     - 19930809 GOOD             NEDR
 MN0369
 MN0369                          STATION DESCRIPTION
 MN0369
 MN0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0369'1.4 KM (0.85 MI) SOUTH FROM DALTON.
 MN0369'1.4 KM (0.85 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0369'DALTON, IN THE NORTHEAST CORNER OF A ROAD INTERSECTION, 11.9 METERS
 MN0369'(39 FT) EAST OF THE HIGHWAY CENTERLINE, 20.4 METERS (67 FT) NORTH OF
 MN0369'THE CENTER OF A GRAVEL ROAD LEADING EAST, 0.3 METER (1 FT) NORTH OF A
 MN0369'TRIPLE GUYED UTILITY SUPPORT POLE AND 1.8 METERS (6 FT) SOUTH OF A
 MN0369'TELEPHONE CABLE JUNCTION BOX.
 MN0369'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0369'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MN0369
 MN0369                          STATION RECOVERY (1993)
 MN0369
 MN0369'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (GN)
 MN0369'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE
 MN0369'TO ROAD CONSTRUCTION.  SEE GLEN AZ MK 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1113 ***********************************************************************
 LH1113  DESIGNATION -  GLENVIL MUNICIPAL TANK
 LH1113  PID         -  LH1113
 LH1113  STATE/COUNTY-  NE/CLAY
 LH1113  COUNTRY     -  US
 LH1113  USGS QUAD   -  HASTINGS EAST (2017)
 LH1113
 LH1113                         *CURRENT SURVEY CONTROL
 LH1113  ______________________________________________________________________
 LH1113* NAD 83(1995) POSITION- 40 30 05.12945(N) 098 15 22.89276(W)   ADJUSTED
 LH1113  ______________________________________________________________________
 LH1113  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 LH1113  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 LH1113  HORZ ORDER      -  THIRD
 LH1113
 LH1113.The horizontal coordinates were established by classical geodetic methods
 LH1113.and adjusted by the National Geodetic Survey in August 1997.
 LH1113
 LH1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1113.GEOID18 height accuracy estimate available here.
 LH1113
 LH1113.Click photographs - Photos may exist for this station.
 LH1113
 LH1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1113
 LH1113. The following values were computed from the NAD 83(1995) position.
 LH1113
 LH1113;                    North         East     Units Scale Factor Converg.
 LH1113;SPC NE       -    75,668.607   647,763.440   MT  0.99981086   +1 09 19.8
 LH1113;SPC NE       -   248,256.09  2,125,203.89   sFT  0.99981086   +1 09 19.8
 LH1113;UTM  14      - 4,483,678.469   563,010.509   MT  0.99964887   +0 28 58.7
 LH1113
 LH1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6301083678(NAD 83)
 LH1113
 LH1113                          SUPERSEDED SURVEY CONTROL
 LH1113
 LH1113  NAD 83(1986)-  40 30 05.13687(N)    098 15 22.89226(W) AD(       ) 3
 LH1113  NAD 27      -  40 30 05.08900(N)    098 15 21.70000(W) AD(       ) 3
 LH1113
 LH1113.Superseded values are not recommended for survey control.
 LH1113
 LH1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1113.See file dsdata.pdf to determine how the superseded data were derived.
 LH1113
 LH1113_MARKER: 53 = ELEVATED TANK
 LH1113
 LH1113  HISTORY     - Date     Condition        Report By
 LH1113  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1113
 LH1113                          STATION DESCRIPTION
 LH1113
 LH1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1113'THE STATION IS LOCATED IN THE SOUTH EDGE OF TOWN, 0.05 MILE
 LH1113'SOUTH OF THE GLENVIL SCHOOL AND 120 FEET WEST OF A NORTH-SOUTH
 LH1113'STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 LH1113'A TANK AND HAS AN OVERALL HEIGHT OF 125 FEET.
 LH1113'
 LH1113'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0768 ***********************************************************************
 LG0768  DESIGNATION -  GOEHNER TV STATION KOLN MAST
 LG0768  PID         -  LG0768
 LG0768  STATE/COUNTY-  NE/SEWARD
 LG0768  COUNTRY     -  US
 LG0768  USGS QUAD   -  GOEHNER (2017)
 LG0768
 LG0768                         *CURRENT SURVEY CONTROL
 LG0768  ______________________________________________________________________
 LG0768* NAD 83(1995) POSITION- 40 48 10.15085(N) 097 10 53.02753(W)   ADJUSTED
 LG0768  ______________________________________________________________________
 LG0768  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 LG0768  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LG0768  HORZ ORDER      -  THIRD
 LG0768
 LG0768.The horizontal coordinates were established by classical geodetic methods
 LG0768.and adjusted by the National Geodetic Survey in August 1997.
 LG0768
 LG0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0768.GEOID18 height accuracy estimate available here.
 LG0768
 LG0768.Click photographs - Photos may exist for this station.
 LG0768
 LG0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0768
 LG0768. The following values were computed from the NAD 83(1995) position.
 LG0768
 LG0768;                    North         East     Units Scale Factor Converg.
 LG0768;SPC NE       -   111,515.541   737,743.487   MT  0.99973330   +1 52 04.4
 LG0768;SPC NE       -   365,863.90  2,420,413.42   sFT  0.99973330   +1 52 04.4
 LG0768;UTM  14      - 4,518,459.749   653,406.047   MT  0.99988966   +1 11 19.0
 LG0768
 LG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5340618459(NAD 83)
 LG0768
 LG0768                          SUPERSEDED SURVEY CONTROL
 LG0768
 LG0768  NAD 83(1986)-  40 48 10.15976(N)    097 10 53.02745(W) AD(       ) 3
 LG0768  NAD 27      -  40 48 10.13081(N)    097 10 51.87181(W) AD(       ) 3
 LG0768
 LG0768.Superseded values are not recommended for survey control.
 LG0768
 LG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0768.See file dsdata.pdf to determine how the superseded data were derived.
 LG0768
 LG0768_MARKER: 42 = RADIO/TV MAST
 LG0768
 LG0768  HISTORY     - Date     Condition        Report By
 LG0768  HISTORY     - 1961     FIRST OBSERVED   NEDR
 LG0768
 LG0768                          STATION DESCRIPTION
 LG0768
 LG0768'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0768'THE STATION IS LOCATED ABOUT 2.3 MILES SOUTH AND 2.3 MILES EAST OF
 LG0768'THE POST OFFICE IN GOEHNER IN THE SOUTHEAST 1/4 OF SECTION 27,
 LG0768'T 10 N, R 2 E.
 LG0768'
 LG0768'TO REACH THE STATION FROM THE POST OFFICE IN GOEHNER PROCEED SOUTH
 LG0768'ON MAIN STREET FOR 0.3 OF A MILE TO A T INTERSECTION, TURN LEFT
 LG0768'(EAST) AND PROCEED ON COUNTY ROAD FOR 0.25 MILE TO A JUNCTION WITH
 LG0768'A COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR 2 MILES TO
 LG0768'COUNTY ROAD INTERSECTION, TURN LEFT (EAST) AND PROCEED FOR 2
 LG0768'MILES TO THE TOWER ON THE LEFT.  THE TOWER IS 900 FT. NORTH OF
 LG0768'THE EAST-WEST SECTION LINE AND ABOUT 700 FT. WEST OF THE
 LG0768'NORTH-SOUTH SECTION LINE.
 LG0768'
 LG0768'THE LIGHT ON TOP OF THE TOWER WAS USED FOR A SIGHT.
 LG0768'
 LG0768'THE TOWER SIGHTED UPON WAS TORN DOWN AND REBUILT IN 1966 AT A NEW
 LG0768'SITE NEAR THE PREVIOUS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1071 ***********************************************************************
 LH1071  DESIGNATION -  GOLD
 LH1071  PID         -  LH1071
 LH1071  STATE/COUNTY-  NE/DAWSON
 LH1071  COUNTRY     -  US
 LH1071  USGS QUAD   -  ELWOOD NW (2017)
 LH1071
 LH1071                         *CURRENT SURVEY CONTROL
 LH1071  ______________________________________________________________________
 LH1071* NAD 83(1995) POSITION- 40 44 14.04806(N) 099 55 58.14894(W)   ADJUSTED
 LH1071* NAVD 88 ORTHO HEIGHT -   829.    (meters)     2720.    (feet) SCALED
 LH1071  ______________________________________________________________________
 LH1071  GEOID HEIGHT    -        -23.751 (meters)                     GEOID18
 LH1071  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 LH1071  HORZ ORDER      -  FIRST
 LH1071
 LH1071.The horizontal coordinates were established by classical geodetic methods
 LH1071.and adjusted by the National Geodetic Survey in August 1997.
 LH1071
 LH1071.The orthometric height was scaled from a topographic map.
 LH1071
 LH1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1071.GEOID18 height accuracy estimate available here.
 LH1071
 LH1071.Click photographs - Photos may exist for this station.
 LH1071
 LH1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1071
 LH1071. The following values were computed from the NAD 83(1995) position.
 LH1071
 LH1071;                    North         East     Units Scale Factor Converg.
 LH1071;SPC NE       -   100,360.916   505,673.229   MT  0.99974786   +0 02 40.3
 LH1071;SPC NE       -   329,267.44  1,659,029.59   sFT  0.99974786   +0 02 40.3
 LH1071;UTM  14      - 4,510,006.819   421,237.226   MT  0.99967636   -0 36 31.6
 LH1071
 LH1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1071!SPC NE       -   0.99987365  x   0.99974786  =   0.99962154
 LH1071!UTM  14      -   0.99987365  x   0.99967636  =   0.99955005
 LH1071
 LH1071:                Primary Azimuth Mark                     Grid Az
 LH1071:SPC NE       -  GOLD AZ MK                               295 58 35.7
 LH1071:UTM  14      -  GOLD AZ MK                               296 37 47.6
 LH1071
 LH1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2123710006(NAD 83)
 LH1071
 LH1071|---------------------------------------------------------------------|
 LH1071| PID    Reference Object                     Distance      Geod. Az  |
 LH1071|                                                           dddmmss.s |
 LH1071| LH1048 LEXINGTON DAWSON CO COURTHOUSE      APPROX.16.9 KM 0732801.9 |
 LH1071| LH1046 LEXINGTON FIRST NAT BANK SPIRE      APPROX.16.8 KM 0740059.7 |
 LH1071| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.16.5 KM 0740905.9 |
 LH1071| LH1045 LEXINGTON FLOUR MILL ELEV STK       APPROX.16.9 KM 0751102.8 |
 LH1071| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.16.8 KM 1122301.3 |
 LH1071| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX.10.5 KM 1184114.6 |
 LH1071| LH1057 BERTRAND MUNICIPAL TANK             APPROX.34.2 KM 1321453.2 |
 LH1071| CN8633 GOLD RM 2                            56.058 METERS 15532     |
 LH1071| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.17.5 KM 1590332.2 |
 LH1071| LH1066 ELWOOD GRADE SCHOOL BELFRY          APPROX.17.8 KM 1595704.8 |
 LH1071| LJ0371 HOLMES TWP KAC 34 ATT RAD TWR       APPROX. 8.0 KM 2864727.2 |
 LH1071| CN8631 GOLD AZ MK                                         2960116.0 |
 LH1071| MM0376 SALT LAKE CTY OMAHA AWY BCN 65      APPROX.48.4 KM 3120022.4 |
 LH1071| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.27.9 KM 3171928.4 |
 LH1071| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX.13.9 KM 3404926.9 |
 LH1071| LH1084 COZAD MUNICIPAL TANK                APPROX.14.2 KM 3410012.6 |
 LH1071| CN8632 GOLD RM 1                            61.770 METERS 35630     |
 LH1071| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.15.6 KM 3580147.1 |
 LH1071|---------------------------------------------------------------------|
 LH1071
 LH1071                          SUPERSEDED SURVEY CONTROL
 LH1071
 LH1071  NAD 83(1986)-  40 44 14.05450(N)    099 55 58.15358(W) AD(       ) 1
 LH1071  NAD 27      -  40 44 14.03100(N)    099 55 56.72000(W) AD(       ) 1
 LH1071
 LH1071.Superseded values are not recommended for survey control.
 LH1071
 LH1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1071.See file dsdata.pdf to determine how the superseded data were derived.
 LH1071
 LH1071_MARKER: DS = TRIANGULATION STATION DISK
 LH1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1071_STAMPING: GOLD 1934
 LH1071_MARK LOGO: CGS
 LH1071_PROJECTION: RECESSED 46 CENTIMETERS
 LH1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1071+STABILITY: SURFACE MOTION
 LH1071
 LH1071  HISTORY     - Date     Condition        Report By
 LH1071  HISTORY     - 1934     MONUMENTED       CGS
 LH1071  HISTORY     - 1951     GOOD             CGS
 LH1071  HISTORY     - 1959     GOOD             CGS
 LH1071  HISTORY     - 1963     GOOD             CGS
 LH1071
 LH1071                          STATION DESCRIPTION
 LH1071
 LH1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1071'STATION IS LOCATED ON LAND OWNED BY MR. J.W. THEVOLT IN THE
 LH1071'NORTHWEST QUARTER OF SEC. 21, T. 9 N., R. 23 W., IN RINGOLD
 LH1071'TOWNSHIP, 2-1/2 MILES SOUTH AND 10 MILES WEST OF LEXINGTON,
 LH1071'8 MILES SOUTH AND 2-1/2 MILES EAST OF COZAD.  MARK IS SET 12 FEET
 LH1071'WEST OF FENCE LINE RUNNING NORTH BY A LITTLE WEST AT THE EDGE OF
 LH1071'CANYON, ABOUT 185 FEET NORTH BY WEST OF POINT WHERE FENCE TURNS
 LH1071'DUE NORTH-AND-SOUTH.  MARK IS SET 18 INCHES UNDERGROUND.
 LH1071'
 LH1071'STATION IS REACHED FROM RAILROAD TRACKS AND STATION IN COZAD, BY
 LH1071'GOING SOUTH ACROSS RAILROAD TRACKS ON ROAD BETWEEN STATION AND
 LH1071'ELEVATORS FOR 1.8 MILES, TURN LEFT AT OREGON TRAIL STONE FOR
 LH1071'0.1 MILE, THEN TURN RIGHT (SOUTH) FOR 0.7 MILE TO CROSSROADS,
 LH1071'TURN EAST AND GO 0.45 MILE TO RIGHT T-ROAD, GO SOUTH AT T-ROAD
 LH1071'1.0 MILE, THENCE LEFT AT LITTLE BUNGALOW ON LEFT FOR 1 MILE TO
 LH1071'SCHOOLHOUSE ON RIGHT.  HERE TURN SOUTH AND GO 4.1 MILES, THENCE
 LH1071'RIGHT WEST-AND-SOUTH ON MAIN ROAD FOR 1.15 MILES, THENCE LEFT
 LH1071'AT CROSS ROAD FOR 1 MILE, THENCE NORTH AT CROSS ROAD FOR 0.75
 LH1071'MILE TO END OF ROAD AND HOME OF MR. THEVOLT ON RIGHT.  TURN
 LH1071'RIGHT INTO YARD AND FOLLOW FIELD ROAD SOUTH OF HOUSE AND BARNS
 LH1071'EAST FOR 0.4 MILE AT EDGE OF CULTIVATED FIELD.  MARK IS
 LH1071'ACROSS THIS FIELD EAST-SOUTHEAST ABOUT 150 FEET UP HILL.
 LH1071'
 LH1071'REFERENCE MARK NO. 1 IS SET ABOUT 5 FEET EAST OF NORTH-AND-SOUTH
 LH1071'FENCE RUNNING JUST WEST OF EDGE OF CANYON.  MARK WAS MEASURED
 LH1071'IN FEET ONLY BECAUSE OF LOCAL OBSTRUCTIONS.  MARK PROJECTS 6
 LH1071'INCHES ABOVE GROUND.
 LH1071'
 LH1071'REFERENCE MARK NO. 2 IS SET IN NORTH-AND-SOUTH FENCE LINE AT
 LH1071'CORNER WHERE FENCE TURNS A LITTLE WEST OF NORTH TO FOLLOW EDGE
 LH1071'OF CANYON, AND PROJECTS 8 INCHES ABOVE GROUND.
 LH1071'
 LH1071'AZIMUTH MARK IS 0.4 MILE WEST AND A LITTLE NORTH OF STATION AT
 LH1071'EAST END OF CENTER OF CORN CRIB IN MR. THEVOLTS FARM YARD AND
 LH1071'PROJECTS 6 INCHES ABOVE GROUND.
 LH1071'
 LH1071'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LH1071
 LH1071                          STATION RECOVERY (1951)
 LH1071
 LH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1071'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1071'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1071'
 LH1071'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1071'
 LH1071'THE STATION IS LOCATED ABOUT 10.0 MILES WEST AND 2.0 MILES SOUTH
 LH1071'OF LEXINGTON AND ABOUT 8.0 MILES SOUTH AND 2.5 MILES EAST OF
 LH1071'COZAD IN THE EAST EDGE OF A CULTIVATED FIELD, JUST WEST OF A DEEP
 LH1071'CANYON, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1071'GOLD 1934 AND IS 12 INCHES BELOW THE GROUND SURFACE.
 LH1071'AND 7A.
 LH1071'
 LH1071'REFERENCE MARK NO. 1 IS IN WEST EDGE OF PASTURE, 3 FEET EAST OF
 LH1071'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED GOLD NO 1 1934 AND
 LH1071'PROJECTS 3 INCHES.
 LH1071'
 LH1071'REFERENCE MARK NO. 2 IS IN EAST EDGE OF CULTIVATED FIELD, 1 FOOT
 LH1071'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED GOLD NO 2
 LH1071'1934 AND PROJECTS 7 INCHES.
 LH1071'
 LH1071'THE AZIMUTH MARK IS IN A FARMYARD, 15 FEET SOUTH OF THE SOUTHEAST
 LH1071'CORNER OF A WOODEN GRANARY AND 3 FEET EAST OF A LARGE CORN CRIB.
 LH1071'IT IS STAMPED GOLD AZI 1934 AND PROJECTS 2 INCHES.
 LH1071'
 LH1071'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO
 LH1071'NORTHWEST AND NORTH ON STATE HIGHWAY 23N FOR 9.6 MILES TO POINT
 LH1071'WHERE HIGHWAY CURVES WEST, CONTINUE NORTH ON DIRT ROAD FOR 2.0
 LH1071'MILES TO A T INTERSECTION, TURN RIGHT AND GO EAST FOR 0.2 MILE
 LH1071'TO A T ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A T
 LH1071'INTERSECTION, TURN RIGHT AND GO EAST FOR 2.0 MILES TO A
 LH1071'CROSSROAD AND SCHOOLHOUSE JUST NORTHEAST, TURN LEFT AND GO NORTH
 LH1071'FOR 1.5 MILES TO A T FENCE CORNER AND ENTRANCE TO FIELD ON
 LH1071'RIGHT.  (CONTINUE NORTH FOR 0.25 MILE TO A FARMYARD ON
 LH1071'RIGHT AND AZIMUTH MARK JUST EAST OF CORN CRIB AS
 LH1071'DESCRIBED.) TURN RIGHT INTO FIELD AND GO EAST ALONG SOUTH
 LH1071'SIDE OF FENCE LINE FOR 0.3 MILE, HERE CROSS FENCE AND
 LH1071'CONTINUE EAST ALONG NORTH SIDE OF FENCE LINE FOR 0.15 MILE
 LH1071'TO A T FENCE CORNER, TURN LEFT AND GO NORTH ALONG WEST SIDE
 LH1071'OF FENCE LINE FOR 0.1 MILE TO STATION AS DESCRIBED.
 LH1071
 LH1071                          STATION RECOVERY (1959)
 LH1071
 LH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1071'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1071'THE 1951 DESCRIPTION IS ADEQUATE.  THIS STATION WAS USED FOR A
 LH1071'CHECK ANGLE ONLY.
 LH1071
 LH1071                          STATION RECOVERY (1963)
 LH1071
 LH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1071'STATION AZIMUTH MARK AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 LH1071'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  FROM THE
 LH1071'POST OFFICE IN ELWOOD, NEBR., GO SOUTH ON US 283 FOR 0.05 TO THE
 LH1071'JUNCTION OF STATE HIGHWAY 23W.  TURN RIGHT AND GO WEST ON STATE
 LH1071'HWY 23W FOR 9.5 MI. TO A T INTERSECTION WITH STATE HIGHWAY 21N.
 LH1071'TURN RIGHT AND GO NORTH ON 21N FOR 3.55 MILES TO A CROSSROAD AND
 LH1071'SIGN SAYING GALLAGER STATE RECREATION AREA 6 MI.  (NOTE--TO
 LH1071'REACH THIS POINT FROM THE INTERSECTION OF HWY 30 AND HWY 21 IN
 LH1071'COZAD, GO SOUTH ON HWY 21 FOR 10.1 MILES.) HERE, TURN RIGHT ON A
 LH1071'GRAVEL ROAD AND GO EAST FOR 2.9 MILES TO A CROSSROAD.  TURN LEFT
 LH1071'AND GO NORTH FOR 1.0 MILES TO A CROSSROAD.  CONTINUE NORTH ON A
 LH1071'DIRT FIELD ROAD FOR 0.7 MILES TO WHERE IT TURNS RIGHT (EAST) JUST
 LH1071'BEFORE AN EASTWEST FENCE.  FOLLOW THE ROAD AROUND TO THE EAST FOR
 LH1071'0.1 MILE TO AN ABANDONED FARM AND THE AZIMUTH MARK ON THE RIGHT, 15
 LH1071'FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD GRAIN STORAGE SHED.
 LH1071'CONTINUE EAST AS THE ROAD TURNS INTO A TRACK ROAD FOR 0.15
 LH1071'MILES TO A GATE IN A NORTH SOUTH FENCE.  GO THRU THE GATE AND
 LH1071'CONTINUE EAST FOR 0.1 MILE TO WHERE THE TRACK ROAD TURNS
 LH1071'NORTHERLY.  FROM HERE GO EAST ACROSS COUNTRY FOR 0.1 MILE TO THE
 LH1071'EDGE OF A DEEP CANYON AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0616 ***********************************************************************
 MN0616  DESIGNATION -  GOLD
 MN0616  PID         -  MN0616
 MN0616  STATE/COUNTY-  NE/KIMBALL
 MN0616  COUNTRY     -  US
 MN0616  USGS QUAD   -  BUSHNELL SE (2017)
 MN0616
 MN0616                         *CURRENT SURVEY CONTROL
 MN0616  ______________________________________________________________________
 MN0616* NAD 83(1995) POSITION- 41 05 25.16852(N) 103 51 07.40871(W)   ADJUSTED
 MN0616* NAVD 88 ORTHO HEIGHT -  1575.    (meters)     5167.    (feet) SCALED
 MN0616  ______________________________________________________________________
 MN0616  GEOID HEIGHT    -        -18.593 (meters)                     GEOID18
 MN0616  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 MN0616  HORZ ORDER      -  SECOND
 MN0616
 MN0616.The horizontal coordinates were established by classical geodetic methods
 MN0616.and adjusted by the National Geodetic Survey in August 1997.
 MN0616
 MN0616.The orthometric height was scaled from a topographic map.
 MN0616
 MN0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0616.GEOID18 height accuracy estimate available here.
 MN0616
 MN0616.Click photographs - Photos may exist for this station.
 MN0616
 MN0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0616
 MN0616. The following values were computed from the NAD 83(1995) position.
 MN0616
 MN0616;                    North         East     Units Scale Factor Converg.
 MN0616;SPC NE       -   146,765.269   176,558.301   MT  0.99968473   -2 33 09.9
 MN0616;SPC NE       -   481,512.39    579,258.36   sFT  0.99968473   -2 33 09.9
 MN0616;UTM  13      - 4,549,418.863   596,412.655   MT  0.99971440   +0 45 16.3
 MN0616
 MN0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0616!SPC NE       -   0.99975596  x   0.99968473  =   0.99944077
 MN0616!UTM  13      -   0.99975596  x   0.99971440  =   0.99947043
 MN0616
 MN0616:                Primary Azimuth Mark                     Grid Az
 MN0616:SPC NE       -  GOLD AZ MK                               274 35 36.8
 MN0616:UTM  13      -  GOLD AZ MK                               271 17 10.6
 MN0616
 MN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9641249418(NAD 83)
 MN0616
 MN0616|---------------------------------------------------------------------|
 MN0616| PID    Reference Object                     Distance      Geod. Az  |
 MN0616|                                                           dddmmss.s |
 MN0616| CP8106 GOLD RM 1                            12.007 METERS 09109     |
 MN0616| CP8107 GOLD RM 2                            16.601 METERS 26801     |
 MN0616| CP8105 GOLD AZ MK                                         2720226.9 |
 MN0616|---------------------------------------------------------------------|
 MN0616
 MN0616                          SUPERSEDED SURVEY CONTROL
 MN0616
 MN0616  NAD 83(1993)-  41 05 25.16798(N)    103 51 07.40876(W) AD(       ) 2
 MN0616  NAD 83(1992)-  41 05 25.16348(N)    103 51 07.40838(W) AD(       ) 2
 MN0616  NAD 83(1986)-  41 05 25.16281(N)    103 51 07.40807(W) AD(       ) 2
 MN0616  NAD 27      -  41 05 25.22570(N)    103 51 05.60460(W) AD(       ) 2
 MN0616
 MN0616.Superseded values are not recommended for survey control.
 MN0616
 MN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0616.See file dsdata.pdf to determine how the superseded data were derived.
 MN0616
 MN0616_MARKER: DS = TRIANGULATION STATION DISK
 MN0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0616_STAMPING: GOLD 1963
 MN0616_MARK LOGO: CGS
 MN0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0616+STABILITY: SURFACE MOTION
 MN0616
 MN0616  HISTORY     - Date     Condition        Report By
 MN0616  HISTORY     - 1963     MONUMENTED       CGS
 MN0616
 MN0616                          STATION DESCRIPTION
 MN0616
 MN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0616'THE STATION IS 9-1/2 MILES SOUTH AND 2-1/4 MILES EAST OF BUSHNELL,
 MN0616'ON THE SOUTH RIGHT-OF-WAY OF A COUNTY ROAD, AND IN THE NORTHWEST
 MN0616'QUARTER OF SECTION 22, T 13 N, R 57 W.
 MN0616'
 MN0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND A
 MN0616'NORTH-SOUTH GRAVEL ROAD AT THE WEST EDGE OF BUSHNELL, GO SOUTH
 MN0616'ON THE GRAVEL ROAD FOR 8.6 MILE TO A SIDE ROAD ON THE RIGHT.
 MN0616'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD
 MN0616'LEFT AND A DRIVEWAY ON THE RIGHT, LEADING TO OIL STORAGE TANKS.
 MN0616'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 1.75 MILE TO A CATTLE
 MN0616'GUARD ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0616'EAST ON THE GRAVEL ROAD FOR 0.4 MILE TO A PRIVATE ROAD ON THE
 MN0616'RIGHT, LEADING TO OIL STORAGE TANKS, AND THE STATION ON THE
 MN0616'RIGHT.
 MN0616'
 MN0616'STATION MARKS ARE STANDARD DISKS STAMPED GOLD 1963.  THE SURFACE
 MN0616'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MN0616'IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD 18.5 FEET
 MN0616'WEST OF THE CENTER OF THE PRIVATE ROAD, 3 FEET NORTHWEST OF A
 MN0616'CORNER FENCE POST, 3.5 FEET NORTHWEST OF A METAL WITNESS POST,
 MN0616'AND 3 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MN0616'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 MN0616'GROUND.
 MN0616'
 MN0616'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOLD NO 1 1963,
 MN0616'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 MN0616'IS 34 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 20 FEET EAST
 MN0616'OF THE CENTER OF THE PRIVATE ROAD, 4.5 FEET EAST OF A CORNER
 MN0616'FENCE POST, AND 1 FOOT NORTH OF A FENCE.
 MN0616'
 MN0616'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOLD NO 2 1963,
 MN0616'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0616'GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 MN0616'57 FEET WEST OF THE CORNER FENCE POST, AND 1.5 FEET NORTH OF THE
 MN0616'FENCE.
 MN0616'
 MN0616'AZIMUTH MARK, A STANDARD DISK STAMPED GOLD 1963, IS SET IN A
 MN0616'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 44 FEET
 MN0616'NORTH OF THE CENTER OF A GRAVEL ROAD, 35 FEET SOUTHWEST OF THE
 MN0616'CENTER OF A CATTLE GUARD, 3 FEET SOUTHWEST OF A METAL WITNESS
 MN0616'POST, AND 1.5 FEET SOUTHEAST OF A FENCE.
 MN0616'
 MN0616'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0408 ***********************************************************************
 NO0408  DESIGNATION -  GOOSE CREEK
 NO0408  PID         -  NO0408
 NO0408  STATE/COUNTY-  NE/CHERRY
 NO0408  COUNTRY     -  US
 NO0408  USGS QUAD   -  SKULL LAKE (2017)
 NO0408
 NO0408                         *CURRENT SURVEY CONTROL
 NO0408  ______________________________________________________________________
 NO0408* NAD 83(1995) POSITION- 42 16 15.14888(N) 100 13 24.85265(W)   ADJUSTED
 NO0408* NAVD 88 ORTHO HEIGHT -   893.    (meters)     2930.    (feet) SCALED
 NO0408  ______________________________________________________________________
 NO0408  GEOID HEIGHT    -        -21.923 (meters)                     GEOID18
 NO0408  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 NO0408  HORZ ORDER      -  FIRST
 NO0408
 NO0408.The horizontal coordinates were established by classical geodetic methods
 NO0408.and adjusted by the National Geodetic Survey in August 1997.
 NO0408
 NO0408.The orthometric height was scaled from a topographic map.
 NO0408
 NO0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0408.GEOID18 height accuracy estimate available here.
 NO0408
 NO0408.Click photographs - Photos may exist for this station.
 NO0408
 NO0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0408
 NO0408. The following values were computed from the NAD 83(1995) position.
 NO0408
 NO0408;                    North         East     Units Scale Factor Converg.
 NO0408;SPC NE       -   270,661.057   481,560.478   MT  0.99974773   -0 08 53.4
 NO0408;SPC NE       -   887,993.82  1,579,919.67   sFT  0.99974773   -0 08 53.4
 NO0408;UTM  14      - 4,680,576.606   399,096.976   MT  0.99972527   -0 49 23.1
 NO0408
 NO0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0408!SPC NE       -   0.99986335  x   0.99974773  =   0.99961112
 NO0408!UTM  14      -   0.99986335  x   0.99972527  =   0.99958866
 NO0408
 NO0408:                Primary Azimuth Mark                     Grid Az
 NO0408:SPC NE       -  GOOSE CREEK AZ MK                        097 26 51.7
 NO0408:UTM  14      -  GOOSE CREEK AZ MK                        098 07 21.4
 NO0408
 NO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9909680576(NAD 83)
 NO0408
 NO0408|---------------------------------------------------------------------|
 NO0408| PID    Reference Object                     Distance      Geod. Az  |
 NO0408|                                                           dddmmss.s |
 NO0408| CO3163 GOOSE CREEK AZ MK                                  0971758.3 |
 NO0408| CO3165 GOOSE CREEK RM 2                                   16623     |
 NO0408| CO3164 GOOSE CREEK RM 1                                   27934     |
 NO0408|---------------------------------------------------------------------|
 NO0408
 NO0408                          SUPERSEDED SURVEY CONTROL
 NO0408
 NO0408  NAD 83(1986)-  42 16 15.15130(N)    100 13 24.86069(W) AD(       ) 1
 NO0408  NAD 27      -  42 16 15.16100(N)    100 13 23.38800(W) AD(       ) 1
 NO0408
 NO0408.Superseded values are not recommended for survey control.
 NO0408
 NO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0408.See file dsdata.pdf to determine how the superseded data were derived.
 NO0408
 NO0408_MARKER: DB = BENCH MARK DISK
 NO0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0408_STAMPING: GOOSE CREEK 1946
 NO0408_MARK LOGO: USGS
 NO0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0408+STABILITY: SURFACE MOTION
 NO0408
 NO0408  HISTORY     - Date     Condition        Report By
 NO0408  HISTORY     - 1949     MONUMENTED       USGS
 NO0408
 NO0408                          STATION DESCRIPTION
 NO0408
 NO0408'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0408'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH AND 2.0 MILES
 NO0408'WEST OF ELSMERE AND 2-3/4 MILES WEST OF THE CHERRY-BROWN
 NO0408'COUNTY LINE, ON THE HIGHEST POINT OF THE HIGHEST SAND HILL
 NO0408'IN THE IMMEDIATE VICINITY AND ON LAND OWNED BY A MR. DANIELS.
 NO0408'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 NO0408'TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING 8 INCHES AND
 NO0408'STAMPED GOOSE CREEK 1946.
 NO0408'
 NO0408'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET ON THE WEST
 NO0408'SLOPE OF THE SAND HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 NO0408'STATION MARK.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NO0408'DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING
 NO0408'8 INCHES AND STAMPED GOOSE CREEK NO 1.
 NO0408'
 NO0408'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE SOUTH SLOPE
 NO0408'OF THE SAND HILL AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE
 NO0408'STATION MARK.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 NO0408'SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING 8 INCHES
 NO0408'AND STAMPED GOOSE CREEK NO 2.
 NO0408'
 NO0408'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST-SOUTHEAST OF THE
 NO0408'STATION, 0.2 MILE WEST-SOUTHWEST OF WINDMILL, 20 FEET EAST
 NO0408'OF FENCE CORNER, 1 FOOT NORTH OF FENCE LINE AND 3 FEET WEST
 NO0408'OF WITNESS POST.  IT IS STAMPED GOOSE CREEK 1949 AND PROJECTS
 NO0408'6 INCHES.  TO REACH FROM THE WINDMILL, GO SOUTHWEST ACROSS
 NO0408'PASTURE TO FENCE LINE AND MARK AS DESCRIBED.
 NO0408'
 NO0408'TO REACH THE STATION FROM THE STORE AND BANK IN PURDUM, GO EAST
 NO0408'FOR 0.5 MILE TO INTERSECTION, TURN LEFT AND FOLLOW MAIN TRAVELED
 NO0408'ROAD NORTH FOR 4.55 MILES TO SCHOOL HOUSE ON THE LEFT, CONTINUE
 NO0408'ON MAIN TRAVELED ROAD FOR 4.65 MILES TO ANOTHER SCHOOL HOUSE
 NO0408'ON THE LEFT, CONTINUE FOR 0.4 MILE TO ROAD NORTH (THIS ROAD IS
 NO0408'0.65 MILE WEST OF ELSMERE STORE AND POST OFFICE), TURN LEFT
 NO0408'AND FOLLOW MAIN TRAVELED ROAD NORTHERLY FOR 4.3 MILES TO
 NO0408'CATTLE GUARD EAST OF RANCH HOUSE WITH METAL ROOF BUILDINGS,
 NO0408'TELEPHONE LINE TURNS WEST AT THIS POINT, CONTINUE ACROSS
 NO0408'THE NORTH CATTLE GUARD STRAIGHT AHEAD FOR 3.0 MILES
 NO0408'FOLLOWING THE MAIN TRAVELED ROAD CROSSING THREE MORE CATTLE
 NO0408'GUARDS TO A CATTLE GUARD AT THREE WIRE GATES, TURN
 NO0408'SHARP LEFT ABOUT 100 FEET BEFORE REACHING THIS CATTLE GUARD
 NO0408'ON DIM TRACK ROAD AND GO NORTH FOR 1.0 MILE TO GATE, PASS
 NO0408'THROUGH GATE AND CONTINUE FOR 0.3 MILE TO ANOTHER GATE,
 NO0408'PASS THROUGH GATE AND CONTINUE AROUND EDGE OF FIELD PASSING
 NO0408'GATE ON RIGHT FOR 0.35 MILE TO FENCE LINE, LET DOWN FENCE
 NO0408'LINE AND CONTINUE WEST-NORTHWEST ON DIM TRACK ROAD FOR 0.5 MILE TO
 NO0408'WINDMILL (AZIMUTH MARK JUST SOUTH-SOUTHWEST OF THIS POINT AS
 NO0408'DESCRIBED), FROM WINDMILL GO WEST ACROSS PASTURE FOR
 NO0408'ABOUT 0.8 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NO0408'
 NO0408'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATION FINK USGS IS VISIBLE AT 4 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATION KOSHOPAH IS VISIBLE AT 37 FEET
 NO0408'
 NO0408'A 74 FOOT SIGNAL AT STATION PURDUM IS VISIBLE AT 37 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 37 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATIONS, KELLER, SKULL AND MOON USGS IS
 NO0408'VISIBLE AT 4 FEET.
 NO0408'
 NO0408'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0434 ***********************************************************************
 NO0434  DESIGNATION -  GORDON
 NO0434  PID         -  NO0434
 NO0434  STATE/COUNTY-  NE/CHERRY
 NO0434  COUNTRY     -  US
 NO0434  USGS QUAD   -  VALENTINE SW (2017)
 NO0434
 NO0434                         *CURRENT SURVEY CONTROL
 NO0434  ______________________________________________________________________
 NO0434* NAD 83(1995) POSITION- 42 47 31.30459(N) 100 38 13.99313(W)   ADJUSTED
 NO0434* NAVD 88 ORTHO HEIGHT -   831.    (meters)     2726.    (feet) SCALED
 NO0434  ______________________________________________________________________
 NO0434  GEOID HEIGHT    -        -21.522 (meters)                     GEOID18
 NO0434  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 NO0434  HORZ ORDER      -  THIRD
 NO0434
 NO0434.The horizontal coordinates were established by classical geodetic methods
 NO0434.and adjusted by the National Geodetic Survey in August 1997.
 NO0434
 NO0434.The orthometric height was scaled from a topographic map.
 NO0434
 NO0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0434.GEOID18 height accuracy estimate available here.
 NO0434
 NO0434.Click photographs - Photos may exist for this station.
 NO0434
 NO0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0434
 NO0434. The following values were computed from the NAD 83(1995) position.
 NO0434
 NO0434;                    North         East     Units Scale Factor Converg.
 NO0434;SPC NE       -   328,710.755   447,870.639   MT  0.99991127   -0 25 20.2
 NO0434;SPC NE       - 1,078,445.20  1,469,388.92   sFT  0.99991127   -0 25 20.2
 NO0434;UTM  14      - 4,739,020.196   366,102.248   MT  0.99982057   -1 06 44.6
 NO0434
 NO0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0434!SPC NE       -   0.99987302  x   0.99991127  =   0.99978431
 NO0434!UTM  14      -   0.99987302  x   0.99982057  =   0.99969362
 NO0434
 NO0434:                Primary Azimuth Mark                     Grid Az
 NO0434:SPC NE       -  GORDON AZ MK                             206 33 14.6
 NO0434:UTM  14      -  GORDON AZ MK                             207 14 39.0
 NO0434
 NO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6610239020(NAD 83)
 NO0434
 NO0434|---------------------------------------------------------------------|
 NO0434| PID    Reference Object                     Distance      Geod. Az  |
 NO0434|                                                           dddmmss.s |
 NO0434| NO0431 VALENTINE W MUNICIPAL TANK          APPROX.12.7 KM 0324904.7 |
 NO0434| NO0432 VALENTINE MUNICIPAL TANK            APPROX.12.7 KM 0325137.0 |
 NO0434| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.12.7 KM 0381521.1 |
 NO0434| CO3167 GORDON RM 1                          11.384 METERS 07531     |
 NO0434| CO3168 GORDON RM 2                          13.115 METERS 17722     |
 NO0434| CO3166 GORDON AZ MK                                       2060754.4 |
 NO0434|---------------------------------------------------------------------|
 NO0434
 NO0434                          SUPERSEDED SURVEY CONTROL
 NO0434
 NO0434  NAD 83(1986)-  42 47 31.30537(N)    100 38 14.00275(W) AD(       ) 3
 NO0434  NAD 27      -  42 47 31.28600(N)    100 38 12.51700(W) AD(       ) 3
 NO0434
 NO0434.Superseded values are not recommended for survey control.
 NO0434
 NO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0434.See file dsdata.pdf to determine how the superseded data were derived.
 NO0434
 NO0434_MARKER: DS = TRIANGULATION STATION DISK
 NO0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0434_STAMPING: GORDON 1949
 NO0434_MARK LOGO: CGS
 NO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0434+STABILITY: SURFACE MOTION
 NO0434
 NO0434  HISTORY     - Date     Condition        Report By
 NO0434  HISTORY     - 1949     MONUMENTED       CGS
 NO0434
 NO0434                          STATION DESCRIPTION
 NO0434
 NO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0434'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH AND 4.0 MILES WEST
 NO0434'OF VALENTINE, ABOUT 1.75 MILES EAST-SOUTHEAST OF WHERE GORDON
 NO0434'CREEK EMPTIES INTO THE NIOBRARA RIVER AND ABOUT 0.75 OF A MILE
 NO0434'SOUTH OF THE NIOBRARA RIVER.  IT IS NEAR THE NORTHWEST EDGE OF A
 NO0434'HIGH FLAT-TOPPED BLUFF, ABOUT 40.0 FEET EAST OF THE WEST EDGE
 NO0434'OF THE BLUFF AND 6.5 FEET EAST-NORTHEAST OF A WITNESS POST.
 NO0434'IT PROJECTS 2 INCHES AND IS STAMPED GORDON 1949.
 NO0434'
 NO0434'REFERENCE MARK NO. 1 IS ABOUT 0.8 OF A FOOT BELOW THE ELEVATION
 NO0434'OF THE STATION.  IT PROJECTS 2 INCHES AND IS STAMPED GORDON NO
 NO0434'1 1949.
 NO0434'
 NO0434'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0434'IT PROJECTS 2 INCHES AND IS STAMPED GORDON NO 2 1949.
 NO0434'
 NO0434'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 62.49 FEET.
 NO0434'
 NO0434'THE AZIMUTH MARK IS 16.0 FEET NORTH OF THE CENTER OF A WIRE
 NO0434'GATE, 2.5 FEET NORTH OF A WITNESS POST AND 0.6 OF A FOOT EAST
 NO0434'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED GORDON 1949.
 NO0434'
 NO0434'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0434'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0434'WITH U.S. HIGHWAY NO. 20, TURN RIGHT ON U.S. HIGHWAY NO. 20
 NO0434'AND GO WEST FOR 0.15 OF A MILE TO A GRAVEL T ROAD LEFT, TURN
 NO0434'LEFT ON GRAVELED ROAD AND GO SOUTH FOR 0.45 OF A MILE, HERE BEAR
 NO0434'RIGHT AND GO SOUTHWEST ON AN OILED ROAD FOR 3.6 MILES TO THE
 NO0434'END OF OILED SURFACE, CONTINUE STRAIGHT AHEAD ON SAND TRACK
 NO0434'ROAD FOR 1.55 MILES TOA FORK, TAKE THE LEFT FORK FOR 0.65
 NO0434'OF A MILE TO A FORK, TAKE THE LEFT FORK FOR 0.1 OF A MILE TO
 NO0434'A FORK, TAKE THE LEFT FORK FOR 0.3 OF A MILE TO A CATTLE
 NO0434'GUARD, CONTINUE ON TRACK ROAD FOR 0.25 OF A MILE TO A FORK,
 NO0434'TAKE THE LEFT FORK FOR 0.35 OF A MILE TO A GATE AND CATTLE
 NO0434'GUARD, PASS THROUGH GATE AND TAKE THE RIGHT HAND ROAD FOR
 NO0434'0.2 OF A MILE TO A BRIDGE ACROSS THE NIOBRARA RIVER,
 NO0434'CROSS BRIDGE AND TURN RIGHT ALONG THE SOUTH SIDE OF THE
 NO0434'RIVER AND GO 0.6 OF A MILE TO A BOARD GATE SOUTHEAST OF A
 NO0434'FARM HOUSE, PASS THROUGH THIS GATE AND GO WEST PAST THE
 NO0434'SOUTH SIDE OF THE HOUSE FOR 0.05 OF A MILE TO A FORK JUST
 NO0434'AFTER CROSSING A SMALL CREEK, TAKE THE LEFT FORK FOR 0.2 OF A
 NO0434'MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.2 OF A MILE TO A
 NO0434'FORK, TAKE THE LEFT FORK FOR 0.25 OF A MILE TO A FORK, TAKE
 NO0434'THE LEFT FORK AND GO SOUTHWEST AND SOUTH UP THE BLUFF FOR 0.45
 NO0434'OF A MILE TO A FORK JUST BEFORE REACHING THE TOP OF THE
 NO0434'BLUFF, TAKE LEFT FORK FOR 0.45 OF A MILE TO A WIRE GATE
 NO0434'IN THE SOUTHEAST CORNER OF A PASTURE AND THE AZIMUTH MARK
 NO0434'ON THE LEFT AS DESCRIBED, PASS THROUGH WIRE GATE AND GO
 NO0434'NORTHEAST ACROSS PASTURE FOR 0.4 OF A MILE TO A LET-DOWN
 NO0434'IN AN EAST-WEST FENCE, CROSS OVER FENCE AND GO
 NO0434'WEST-NORTHWEST FOR 0.2 OF A MILE TO THE HIGHEST POINT AND
 NO0434'THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0580 ***********************************************************************
 NP0580  DESIGNATION -  GORDON MUNICIPAL TANK
 NP0580  PID         -  NP0580
 NP0580  STATE/COUNTY-  NE/SHERIDAN
 NP0580  COUNTRY     -  US
 NP0580  USGS QUAD   -  GORDON (2017)
 NP0580
 NP0580                         *CURRENT SURVEY CONTROL
 NP0580  ______________________________________________________________________
 NP0580* NAD 83(1995) POSITION- 42 48 13.69319(N) 102 12 30.14286(W)   ADJUSTED
 NP0580  ______________________________________________________________________
 NP0580  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 NP0580  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 NP0580  HORZ ORDER      -  THIRD
 NP0580
 NP0580.The horizontal coordinates were established by classical geodetic methods
 NP0580.and adjusted by the National Geodetic Survey in August 1997.
 NP0580
 NP0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0580.GEOID18 height accuracy estimate available here.
 NP0580
 NP0580.Click photographs - Photos may exist for this station.
 NP0580
 NP0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0580
 NP0580. The following values were computed from the NAD 83(1995) position.
 NP0580
 NP0580;                    North         East     Units Scale Factor Converg.
 NP0580;SPC NE       -   332,133.313   319,390.075   MT  0.99991594   -1 27 48.5
 NP0580;SPC NE       - 1,089,674.04  1,047,865.60   sFT  0.99991594   -1 27 48.5
 NP0580;UTM  13      - 4,742,808.125   728,270.603   MT  1.00024110   +1 53 51.7
 NP0580
 NP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2827042808(NAD 83)
 NP0580
 NP0580                          SUPERSEDED SURVEY CONTROL
 NP0580
 NP0580  NAD 83(1986)-  42 48 13.68458(N)    102 12 30.14544(W) AD(       ) 3
 NP0580  NAD 27      -  42 48 13.68102(N)    102 12 28.55746(W) AD(       ) 3
 NP0580
 NP0580.Superseded values are not recommended for survey control.
 NP0580
 NP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0580.See file dsdata.pdf to determine how the superseded data were derived.
 NP0580
 NP0580_MARKER: 53 = ELEVATED TANK
 NP0580
 NP0580  HISTORY     - Date     Condition        Report By
 NP0580  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0580
 NP0580                          STATION DESCRIPTION
 NP0580
 NP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0580'LOCATED IN THE SOUTHWEST SECTION OF TOWN, 1/2 BLOCK SOUTHEAST
 NP0580'OF THE PUBLIC SCHOOL, 1-1/2 BLOCKS NORTH OF THE CHICAGO AND
 NP0580'NORTHWESTERN RAILROAD TRACKS, AND 1/2 BLOCK NORTHEAST OF THE
 NP0580'CORNER OF MAVERICK AND LUCAS STREETS.
 NP0580'
 NP0580'IT IS A CYLINDRICAL STEEL TANK 42 FEET HIGH, WITH A SMALL BALL
 NP0580'AT THE APEX, SUPPORTED BY A 4-LEGGED STEEL STRUCTURE 100 FEET
 NP0580'HIGH.  IT WAS ERECTED IN 1928.
 NP0580'
 NP0580'THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND HAS THE NAME GORDON
 NP0580'IN LARGE BLACK LETTERS ON THE WEST, NORTH AND EAST SIDES OF THE
 NP0580'TANK.
 NP0580'
 NP0580'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0581 ***********************************************************************
 NP0581  DESIGNATION -  GORDON NORTH BASE
 NP0581  PID         -  NP0581
 NP0581  STATE/COUNTY-  NE/SHERIDAN
 NP0581  COUNTRY     -  US
 NP0581  USGS QUAD   -  GORDON (2017)
 NP0581
 NP0581                         *CURRENT SURVEY CONTROL
 NP0581  ______________________________________________________________________
 NP0581* NAD 83(1995) POSITION- 42 47 01.64133(N) 102 12 17.11172(W)   ADJUSTED
 NP0581* NAD 83(1995) ELLIP HT-  1106.872 (meters)        (06/27/02)   ADJUSTED
 NP0581* NAVD 88 ORTHO HEIGHT -  1125.2   (meters)     3692.    (feet) VERTCON
 NP0581  ______________________________________________________________________
 NP0581  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 NP0581  NAD 83(1995) X  -   -991,306.154 (meters)                     COMP
 NP0581  NAD 83(1995) Y  - -4,583,131.740 (meters)                     COMP
 NP0581  NAD 83(1995) Z  -  4,310,656.343 (meters)                     COMP
 NP0581  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 NP0581  HORZ ORDER      -  FIRST
 NP0581  ELLP ORDER      -  FOURTH    CLASS I
 NP0581
 NP0581.The horizontal coordinates were established by classical geodetic methods
 NP0581.and adjusted by the National Geodetic Survey in August 1997.
 NP0581
 NP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0581
 NP0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0581.GEOID18 height accuracy estimate available here.
 NP0581
 NP0581.Click photographs - Photos may exist for this station.
 NP0581
 NP0581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0581
 NP0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0581
 NP0581.The ellipsoidal height was determined by GPS observations
 NP0581.and is referenced to NAD 83.
 NP0581
 NP0581. The following values were computed from the NAD 83(1995) position.
 NP0581
 NP0581;                    North         East     Units Scale Factor Converg.
 NP0581;SPC NE       -   329,903.301   319,629.364   MT  0.99990803   -1 27 39.9
 NP0581;SPC NE       - 1,082,357.75  1,048,650.67   sFT  0.99990803   -1 27 39.9
 NP0581;UTM  13      - 4,740,595.246   728,640.335   MT  1.00024319   +1 53 58.0
 NP0581
 NP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0581!SPC NE       -   0.99982644  x   0.99990803  =   0.99973449
 NP0581!UTM  13      -   0.99982644  x   1.00024319  =   1.00006959
 NP0581
 NP0581:                Primary Azimuth Mark                     Grid Az
 NP0581:SPC NE       -  X 75                                     182 02 49.7
 NP0581:UTM  13      -  X 75                                     178 41 11.8
 NP0581
 NP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2864040595(NAD 83)
 NP0581
 NP0581|---------------------------------------------------------------------|
 NP0581| PID    Reference Object                     Distance      Geod. Az  |
 NP0581|                                                           dddmmss.s |
 NP0581| CQ3830 GORDON NORTH BASE RM 2               19.338 METERS 00026     |
 NP0581| CQ3829 GORDON NORTH BASE RM 1               10.314 METERS 07224     |
 NP0581| CQ3831 GORDON NORTH BASE AZ MK                            1781722.7 |
 NP0581| NP0582 A 1                                 APPROX. 2.1 KM 1801007.0 |
 NP0581| NP0070 X 75                                APPROX. 0.9 KM 1803509.8 |
 NP0581| CQ3832 GORDON NORTH BASE RM 3               11.383 METERS 21936     |
 NP0581| NP0580 GORDON MUNICIPAL TANK               APPROX. 2.2 KM 3522451.6 |
 NP0581|---------------------------------------------------------------------|
 NP0581
 NP0581                          SUPERSEDED SURVEY CONTROL
 NP0581
 NP0581  ELLIP H (08/18/97) 1106.929  (m)                       GP(       ) 4 1
 NP0581  NAD 83(1986)-  42 47 01.63335(N)    102 12 17.11544(W) AD(       ) 1
 NP0581  NAD 27      -  42 47 01.62000(N)    102 12 15.52200(W) AD(       ) 1
 NP0581  NGVD 29 (02/23/90) 1124.7    (m)  RAPSU86  model used  GPS OBS        
 NP0581
 NP0581.Superseded values are not recommended for survey control.
 NP0581
 NP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0581.See file dsdata.pdf to determine how the superseded data were derived.
 NP0581
 NP0581_MARKER: DD = SURVEY DISK
 NP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0581_STAMPING: GORDON NORTH BASE 1946
 NP0581_MARK LOGO: CGS
 NP0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0581+STABILITY: SURFACE MOTION
 NP0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0581+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 NP0581
 NP0581  HISTORY     - Date     Condition        Report By
 NP0581  HISTORY     - 1946     MONUMENTED       CGS
 NP0581  HISTORY     - 1946     GOOD             CGS
 NP0581  HISTORY     - 1968     GOOD             USGS
 NP0581  HISTORY     - 19890712 GOOD             NGS
 NP0581
 NP0581                          STATION DESCRIPTION
 NP0581
 NP0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0581'THE STATION IS ON A SAND RIDGE 1.5 MILES SOUTH OF GORDON,
 NP0581'128 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 27, AND 15
 NP0581'FEET EAST OF THE CENTER OF A SAND ROAD.  IT IS IN THE SOUTHWEST
 NP0581'CORNER OF SECTION 36 T, 33 N, R 42 W.  IT IS FLUSH WITH THE
 NP0581'SURFACE OF THE GROUND AND IS STAMPED GORDON NORTH BASE 1946.
 NP0581'
 NP0581'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE RIDGE AND IS
 NP0581'ABOUT 4 FEET BELOW THE STATION ELEVATION.  IT IS 97 FEET
 NP0581'WEST OF THE CENTER OF STATE HIGHWAY NO. 27 AND 30 FEET EAST
 NP0581'OF A WIRE FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED GORDON
 NP0581'NORTH BASE NO 1 1946.
 NP0581'
 NP0581'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 NP0581'AND IS 2 FEET EAST OF A FENCE LINE.  IT PROJECTS 4 INCHES
 NP0581'AND IS STAMPED GORDON NORTH BASE NO 2 1946.
 NP0581'
 NP0581'A-STATION NO. 1 (AZIMUTH MARK) IS 1.35 MILES SOUTH OF THE
 NP0581'STATION, 37 FEET WEST OF STATE HIGHWAY NO. 27, AND 5.5 FEET
 NP0581'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS FLUSH WITH THE
 NP0581'GROUND AND IS STAMPED A-1 1946.
 NP0581'
 NP0581'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, GO SOUTH
 NP0581'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 20 AND STATE
 NP0581'HIGHWAY NO. 27.  CONTINUE SOUTH ON STATE HIGHWAY NO. 27 FOR
 NP0581'1.15 MILES TO THE TOP OF A GRADE, TURN RIGHT ONTO A SAND ROAD
 NP0581'AND THEN BACK NORTH FOR 50 YARDS TO THE STATION AS DESCRIBED.
 NP0581'
 NP0581'TO REACH A-STATION NO. 1 FROM THE STATION, GO SOUTH ON STATE
 NP0581'HIGHWAY NO. 27 FOR 1.35 MILES TO THE STATION ON THE RIGHT AS
 NP0581'DESCRIBED.
 NP0581
 NP0581                          STATION RECOVERY (1946)
 NP0581
 NP0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NP0581'RECOVERED IN GOOD CONDITION.
 NP0581
 NP0581                          STATION RECOVERY (1968)
 NP0581
 NP0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NP0581'STATION MARK AND REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED
 NP0581'IN GOOD CONDITION.
 NP0581'
 NP0581'PRESENT DESCRIPTION ADEQUATE.
 NP0581'
 NP0581'AZIMUTH MARK NOT FOUND.
 NP0581'
 NP0581'REFERENCE MARK NO. 1 DESTROYED.
 NP0581'
 NP0581'STANDARD BRACED TRIPOD USED.
 NP0581'
 NP0581'BENCH MARK X 75 IS A STANDARD C AND GS DISK STAMPED X 75 1934
 NP0581'SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.  LOCATED
 NP0581'ABOUT 1.9 MILES S ALONG STATE HWY 27 WHICH IS A GRADED DIRT
 NP0581'ROAD FROM THE CHICAGO AND NORTHWESTERN RAILWAY STATION AT
 NP0581'GORDON, IN T32N, R24W AND IN THE NE CORNER OF SEC. 11, 69 FEET
 NP0581'SW OF THE CENTERLINE OF A ROAD JUNCTION WITH A DIRT ROAD WEST,
 NP0581'54 FEET W OF THE CENTERLINE OF THE STATE HIGHWAY, 35 FEET S
 NP0581'OF THE CENTER LINE OF A DIRT ROAD, 2-1/2 FEET NW OF A FENCE
 NP0581'CORNER POST, 2 FEET N OF A FENCE, ABOUT 3 FEET ABOVE
 NP0581'THE LEVEL OF THE STATE HIGHWAY AND 1 FOOT E OF A WHITE
 NP0581'WOODEN WITNESS POST.
 NP0581
 NP0581                          STATION RECOVERY (1989)
 NP0581
 NP0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0581'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH OF GORDON AT THE
 NP0581'TOP OF A 10 M (32.8 FT) HIGH ROAD CUT ALONG STATE ROUTE 27.
 NP0581'OWNERSHIP--NE STATE DEPT OF ROADS.
 NP0581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NP0581'ROUTE 27 ON THE SOUTH SIDE OF GORDON, GO SOUTH ON STATE ROUTE 27 FOR
 NP0581'1.83 KM (1.15 MI) TO THE TOP OF A GRADE AND THE STATION ON THE RIGHT.
 NP0581'THE STATION MARK IS SET 53.4 M (175.2 FT) NORTH OF THE APPROXIMATE
 NP0581'CENTER OF A GRAVEL ROAD, 29.2 M (95.8 FT) (SLOPE) WEST OF THE
 NP0581'CENTERLINE OF STATE ROUTE 27, 8.3 M (27.2 FT) EAST OF A RIGHT-OF-WAY
 NP0581'FENCE AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 NP0581'NOTE=THE AREA SURROUNDING THE STATION IS SUSCEPTIBLE TO EROSION.  CARE
 NP0581'MUST BE TAKEN TO AVOID STARTING A BLOWOUT.
 NP0581'DESCRIBED BY G.R.HEID, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0593 ***********************************************************************
 NP0593  FBN         -  This is a Federal Base Network Control Station.
 NP0593  DESIGNATION -  GORDON SOUTH BASE
 NP0593  PID         -  NP0593
 NP0593  STATE/COUNTY-  NE/SHERIDAN
 NP0593  COUNTRY     -  US
 NP0593  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0593
 NP0593                         *CURRENT SURVEY CONTROL
 NP0593  ______________________________________________________________________
 NP0593* NAD 83(2011) POSITION- 42 41 04.49558(N) 102 12 17.26269(W)   ADJUSTED
 NP0593* NAD 83(2011) ELLIP HT-  1092.665 (meters)        (06/27/12)   ADJUSTED
 NP0593* NAD 83(2011) EPOCH   -  2010.00
 NP0593* NAVD 88 ORTHO HEIGHT -  1111.1   (meters)     3645.    (feet) GPS OBS
 NP0593  ______________________________________________________________________
 NP0593  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NP0593  GEOID HEIGHT    -        -17.962 (meters)                     GEOID93
 NP0593  GEOID HEIGHT    -        -18.386 (meters)                     GEOID18
 NP0593  NAD 83(2011) X  -   -992,888.603 (meters)                     COMP
 NP0593  NAD 83(2011) Y  - -4,590,431.659 (meters)                     COMP
 NP0593  NAD 83(2011) Z  -  4,302,550.506 (meters)                     COMP
 NP0593  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 NP0593
 NP0593  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0593  Standards:
 NP0593         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0593            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0593  -------------------------------------------------------------------
 NP0593  NETWORK    0.38   0.92           0.18   0.12   0.47     -0.08127403
 NP0593  -------------------------------------------------------------------
 NP0593  Click here for local accuracies and other accuracy information.
 NP0593
 NP0593.The horizontal coordinates were established by GPS observations
 NP0593.and adjusted by the National Geodetic Survey in June 2012.
 NP0593
 NP0593.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0593.been affixed to the stable North American tectonic plate. See 
 NP0593.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0593
 NP0593.The horizontal coordinates are valid at the epoch date displayed above
 NP0593.which is a decimal equivalence of Year/Month/Day.
 NP0593
 NP0593.The orthometric height was determined by GPS observations and a
 NP0593.high-resolution geoid model.
 NP0593
 NP0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0593.GEOID18 height accuracy estimate available here.
 NP0593
 NP0593.Click photographs - Photos may exist for this station.
 NP0593
 NP0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0593
 NP0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0593
 NP0593.The ellipsoidal height was determined by GPS observations
 NP0593.and is referenced to NAD 83.
 NP0593
 NP0593. The following values were computed from the NAD 83(2011) position.
 NP0593
 NP0593;                    North         East     Units Scale Factor Converg.
 NP0593;SPC NE       -   318,887.513   319,344.955   MT  0.99987069   -1 27 40.0
 NP0593;SPC NE       - 1,046,216.78  1,047,717.57   sFT  0.99987069   -1 27 40.0
 NP0593;UTM  13      - 4,729,577.806   729,001.933   MT  1.00024524   +1 53 45.1
 NP0593
 NP0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0593!SPC NE       -   0.99982867  x   0.99987069  =   0.99969938
 NP0593!UTM  13      -   0.99982867  x   1.00024524  =   1.00007387
 NP0593
 NP0593:                Primary Azimuth Mark                     Grid Az
 NP0593:SPC NE       -  GORDON NORTH BASE                        001 28 44.8
 NP0593:UTM  13      -  GORDON NORTH BASE                        358 07 19.7
 NP0593
 NP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2900129577(NAD 83)
 NP0593
 NP0593|---------------------------------------------------------------------|
 NP0593| PID    Reference Object                     Distance      Geod. Az  |
 NP0593|                                                           dddmmss.s |
 NP0593| NP0581 GORDON NORTH BASE                   APPROX.11.0 KM 0000104.8 |
 NP0593| NP0591 A 3                                 APPROX. 1.6 KM 0004952.8 |
 NP0593| CQ3833 GORDON SOUTH BASE RM 1               46.345 METERS 17659     |
 NP0593| CQ3834 GORDON SOUTH BASE RM 2               36.131 METERS 27443     |
 NP0593| CQ3835 GORDON SOUTH BASE RM 3               14.598 METERS 35311     |
 NP0593|---------------------------------------------------------------------|
 NP0593
 NP0593                          SUPERSEDED SURVEY CONTROL
 NP0593
 NP0593  NAD 83(2007)-  42 41 04.49543(N)    102 12 17.26378(W) AD(2002.00) 0
 NP0593  ELLIP H (02/10/07) 1092.694  (m)                       GP(2002.00)    
 NP0593  ELLIP H (07/10/01) 1092.694  (m)                       GP(       ) 4 1
 NP0593  NAD 83(1995)-  42 41 04.49476(N)    102 12 17.26405(W) AD(       ) B
 NP0593  ELLIP H (06/25/96) 1092.723  (m)                       GP(       ) 1 1
 NP0593  NAD 83(1986)-  42 41 04.48443(N)    102 12 17.26766(W) AD(       ) 1
 NP0593  NAD 27      -  42 41 04.46800(N)    102 12 15.64100(W) AD(       ) 1
 NP0593
 NP0593.Superseded values are not recommended for survey control.
 NP0593
 NP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0593.See file dsdata.pdf to determine how the superseded data were derived.
 NP0593
 NP0593_MARKER: DS = TRIANGULATION STATION DISK
 NP0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0593_STAMPING: GORDON SOUTH BASE 1946
 NP0593_MARK LOGO: CGS
 NP0593_PROJECTION: PROJECTING 30 CENTIMETERS
 NP0593_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0593+STABILITY: SURFACE MOTION
 NP0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0593+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2021
 NP0593
 NP0593  HISTORY     - Date     Condition        Report By
 NP0593  HISTORY     - 1946     MONUMENTED       CGS
 NP0593  HISTORY     - 1968     GOOD             USGS
 NP0593  HISTORY     - 1968     GOOD             CGS
 NP0593  HISTORY     - 19950518 GOOD             NGS
 NP0593  HISTORY     - 20000510 GOOD             NGS
 NP0593  HISTORY     - 20210521 GOOD             NEGS
 NP0593
 NP0593                          STATION DESCRIPTION
 NP0593
 NP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0593'LOCATED 8.0 MILES SOUTH OF GORDON, IN THE NORTHEAST CORNER
 NP0593'OF A SCHOOL YARD ON THE WEST SIDE OF STATE HIGHWAY NO. 27.
 NP0593'IT IS 12 FEET SOUTHWEST OF A T FENCE CORNER, 45 FEET WEST
 NP0593'OF THE CENTER LINE OF STATE HIGHWAY NO. 27 AND 78 FEET
 NP0593'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.
 NP0593'IT IS STAMPED, *GORDON SOUTH BASE 1946, FLUSH WITH THE SURFACE
 NP0593'OF THE GROUND.
 NP0593'
 NP0593'REFERENCE MARK NO. 1 IS 45 FEET SOUTHEAST OF THE SOUTHEAST
 NP0593'CORNER OF SCHOOLHOUSE, 36 FEET WEST OF THE CENTER LINE OF
 NP0593'STATE HIGHWAY NO. 27, 36 FEET NORTH OF A FENCE CORNER AND
 NP0593'6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NP0593'GORDON SOUTH BASE NO 1 1946 AND PROJECTS 1 FOOT.
 NP0593'
 NP0593'REFERENCE MARK NO. 2 IS 110 FEET NORTHWEST OF THE NORTHWEST
 NP0593'CORNER OF THE SCHOOLHOUSE AND 37 FEET EAST OF A FENCE CORNER.
 NP0593'IT IS STAMPED GORDON SOUTH BASE NO. 2 1946 AND PROJECTS 1 FOOT.
 NP0593'
 NP0593'A STATION NO. 3 (AZIMUTH MARK) IS 25 FEET WEST OF THE CENTER
 NP0593'LINE OF STATE HIGHWAY NO. 27 AND 17.5 FEET EAST OF A NORTH-SOUTH
 NP0593'FENCE LINE.  IT IS STAMPED A 3 1946 AND IS 6 INCHES BELOW
 NP0593'THE SURFACE OF THE GROUND.
 NP0593'
 NP0593'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NP0593'HIGHWAY 27 AT THE SOUTH EDGE OF GORDON--GO SOUTH ON STATE
 NP0593'HIGHWAY 27 FOR 7 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE
 NP0593'SOUTH FOR 1 MILE TO THE SCHOOLHOUSE AND THE STATION ON THE
 NP0593'RIGHT AS DESCRIBED.
 NP0593'
 NP0593'*A 12 FOOT STAND IS REQUIRED TO SEE A 12 FOOT STAND AT GORDON
 NP0593'NORTH BASE.
 NP0593'
 NP0593'A 4 FOOT STAND AT CABIN IS VISIBLE FROM THE GROUND.
 NP0593'
 NP0593'A 12 FOOT STAND IS REQUIRED TO SEE A 4 FOOT STAND AT NIOBRARA
 NP0593'AND LAY.
 NP0593'
 NP0593'A 37 FOOT TOWER IS REQUIRED TO SEE A 4 FOOT STAND AT HINCH.
 NP0593
 NP0593                          STATION RECOVERY (1968)
 NP0593
 NP0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0593'STATION MARK FOUND IN GOOD CONDITION.  NOW 64 FT W. OF STATE
 NP0593'HWY. 27.
 NP0593'
 NP0593'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 NP0593'
 NP0593'REFERENCE MARK NO. 1 AND AZIMUTH MARK (TRI. STATION NO. 3)
 NP0593'WERE NOT FOUND.
 NP0593'
 NP0593'OLD DESCRIPTION ADEQUATE EXCEPT MAIN STATION IS NOW 64 FT W.
 NP0593'OF STATE HWY. 27.
 NP0593'
 NP0593'STANDARD BRACED TRIPOD USED.
 NP0593
 NP0593                          STATION RECOVERY (1968)
 NP0593
 NP0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0593'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 NP0593'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND A STATION
 NP0593'NO. 3 (AZIMUTH MARK) WERE NOT FOUND AND ALL INDICATIONS SHOW
 NP0593'THE MARKS WERE DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0593'NO V.G. INTERSECTION STATION WERE VISIBLE FROM THE STATION
 NP0593'SO A NEW AZIMUTH MARK WAS NOT SET.
 NP0593'
 NP0593'REFERENCE MARK NO. 3 WAS SET.
 NP0593'
 NP0593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NP0593'AND STATE HIGHWAY 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0593'ON STATE HIGHWAY 27 FOR 8.0 MILES TO A SCHOOLHOUSE AND THE
 NP0593'STATION ON THE RIGHT.
 NP0593'
 NP0593'STATION MARK, A STANDARD DISK STAMPED GORDON SOUTH BASE 1946,
 NP0593'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 NP0593'THE SURFACE OF THE GROUND.  IT IS 84 FEET EAST-SOUTHEAST OF
 NP0593'THE SOUTHEAST CORNER OF A SMALL BUILDING, 78 FEET NORTH-NORTHEAST
 NP0593'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 64 FEET WEST OF
 NP0593'THE CENTER OF STATE HIGHWAY 27, 48 FEET SOUTH-SOUTHEAST OF
 NP0593'A TELEPHONE POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND
 NP0593'AT THE WEST EDGE OF A CUT BANK.  THE UNDERGROUND MARK WAS NOT
 NP0593'INSPECTED.
 NP0593'
 NP0593'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GORDON SOUTH BASE
 NP0593'NO. 2 1946, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NP0593'PROJECTS 3 INCHES.  IT IS 110 FEET NORTHWEST OF THE NORTHWEST
 NP0593'CORNER OF THE SCHOOLHOUSE, 37 FEET EAST OF A FENCE CORNER,
 NP0593'AND 30 FEET WEST-SOUTHWEST OF THE SMALL BUILDING.
 NP0593'
 NP0593'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GORDON SOUTH
 NP0593'BASE 1946 NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE
 NP0593'POST WHICH PROJECTS 2 INCHES.  IT IS 69 FEET WEST OF THE CENTER
 NP0593'OF STATE HIGHWAY 27, 17.5 FEET NORTH-NORTHWEST OF A CORNER
 NP0593'FENCE POST, AND 1.5 FEET SOUTH OF A TELEPHONE POLE.
 NP0593'
 NP0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 NP0593'SOUTH OF GORDON.
 NP0593
 NP0593                          STATION RECOVERY (1995)
 NP0593
 NP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0593'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF GORDON, 3.5 MI
 NP0593'(5.6 KM) NORTH OF THE NIBRARA RIVER, ON THE WEST RIGHT-OF-WAY OF STATE
 NP0593'HIGHWAY 27 AND IN THE NE1/4, SEC11, T31N, R42W.  TO REACH THE MARK
 NP0593'FROM THE JUNCTION OF STATE HIGHWAY 27 WITH U.S. HIGHWAY 20 AT GORDON,
 NP0593'GO SOUTH ON HIGHWAY 27 FOR 8.0 MI (12.9 KM) TO THE MARK ON THE RIGHT,
 NP0593'JUST NORTH OF A FIELD ENTRANCE, ATOP A CUT BANK ON THE WEST SIDE OF
 NP0593'THE HIGHWAY.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 NP0593'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 195.3 FT (59.5 M)
 NP0593'NORTH-NORTHEAST OF A BURIED CABLE MARKER POST, 153.0 FT (46.6 M) NORTH
 NP0593'OF THE CENTERLINE OF THE FIELD ENTRANCE, 64.0 FT (19.5 M) WEST OF THE
 NP0593'CENTERLINE OF THE HIGHWAY, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 NP0593'POST, 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST AND ABOUT 12.0 FT
 NP0593'(3.7 M) HIGHER THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG THE EAST SIDE
 NP0593'OF THE MARK.
 NP0593
 NP0593                          STATION RECOVERY (2000)
 NP0593
 NP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NP0593'RECOVERED AS DESCRIBED.
 NP0593
 NP0593                          STATION RECOVERY (2021)
 NP0593
 NP0593'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 NP0593'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 27 AND U.S. HIGHWAY 20, AT
 NP0593'GORDON, NE., GO SOUTH ON NE. HIGHWAY 27 FOR 7.96 MI (12.81 KM) TO MILE
 NP0593'POST 213.69 AND THE MARK ON THE RIGHT (WEST) SIDE OF NE. HIGHWAY 27 AT
 NP0593'THE TOP OF A CUT BANK.  THE MARK IS 64.0 FT (19.5 M) WEST OF THE
 NP0593'CENTERLINE OF NE. HIGHWAY 27, 153 FT (46.6 M) NORTH OF APPROXIMATELY
 NP0593'CENTERLINE OF A FARM DRIVEWAY (WEST), 2.5 FT (0.8 M) SOUTH OF ORANGE
 NP0593'FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M) EAST OF BOTTOM STEEL
 NP0593'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0748 ***********************************************************************
 NP0748  CBN         -  This is a Cooperative Base Network Control Station.
 NP0748  PACS        -  This is a Primary Airport Control Station.
 NP0748  DESIGNATION -  GORDONPORT
 NP0748  PID         -  NP0748
 NP0748  STATE/COUNTY-  NE/SHERIDAN
 NP0748  COUNTRY     -  US
 NP0748  USGS QUAD   -  GORDON (2017)
 NP0748
 NP0748                         *CURRENT SURVEY CONTROL
 NP0748  ______________________________________________________________________
 NP0748* NAD 83(2011) POSITION- 42 48 17.79830(N) 102 10 25.72442(W)   ADJUSTED
 NP0748* NAD 83(2011) ELLIP HT-  1060.937 (meters)        (06/27/12)   ADJUSTED
 NP0748* NAD 83(2011) EPOCH   -  2010.00
 NP0748* NAVD 88 ORTHO HEIGHT -  1079.42  (meters)     3541.4   (feet) GPS OBS
 NP0748  ______________________________________________________________________
 NP0748  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NP0748  GEOID HEIGHT    -        -18.038 (meters)                     GEOID93
 NP0748  GEOID HEIGHT    -        -18.475 (meters)                     GEOID18
 NP0748  NAD 83(2011) X  -   -988,487.179 (meters)                     COMP
 NP0748  NAD 83(2011) Y  - -4,582,072.533 (meters)                     COMP
 NP0748  NAD 83(2011) Z  -  4,312,349.889 (meters)                     COMP
 NP0748  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 NP0748
 NP0748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0748  Standards:
 NP0748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0748  -------------------------------------------------------------------
 NP0748  NETWORK    0.42   1.06           0.20   0.13   0.54     -0.09125968
 NP0748  -------------------------------------------------------------------
 NP0748  Click here for local accuracies and other accuracy information.
 NP0748
 NP0748.This mark is at Gordon Municipal Airport (GRN)
 NP0748
 NP0748.The horizontal coordinates were established by GPS observations
 NP0748.and adjusted by the National Geodetic Survey in June 2012.
 NP0748
 NP0748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0748.been affixed to the stable North American tectonic plate. See 
 NP0748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0748
 NP0748.The horizontal coordinates are valid at the epoch date displayed above
 NP0748.which is a decimal equivalence of Year/Month/Day.
 NP0748
 NP0748.The orthometric height was determined by GPS observations and a
 NP0748.high-resolution geoid model.
 NP0748
 NP0748.GPS derived orthometric heights for airport stations designated as
 NP0748.PACS or SACS are published to 2 decimal places.  This maintains
 NP0748.centimeter relative accuracy between the PACS and SACS.  It does
 NP0748.not indicate centimeter accuracy relative to other marks which are
 NP0748.part of the published vertical control network.
 NP0748
 NP0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0748.GEOID18 height accuracy estimate available here.
 NP0748
 NP0748.Click photographs - Photos may exist for this station.
 NP0748
 NP0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0748
 NP0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0748
 NP0748.The ellipsoidal height was determined by GPS observations
 NP0748.and is referenced to NAD 83.
 NP0748
 NP0748. The following values were computed from the NAD 83(2011) position.
 NP0748
 NP0748;                    North         East     Units Scale Factor Converg.
 NP0748;SPC NE       -   332,188.306   322,219.175   MT  0.99991639   -1 26 26.1
 NP0748;SPC NE       - 1,089,854.47  1,057,147.41   sFT  0.99991639   -1 26 26.1
 NP0748;UTM  13      - 4,743,028.983   731,092.550   MT  1.00025705   +1 55 16.5
 NP0748
 NP0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0748!SPC NE       -   0.99983364  x   0.99991639  =   0.99975005
 NP0748!UTM  13      -   0.99983364  x   1.00025705  =   1.00009065
 NP0748
 NP0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3109243028(NAD 83)
 NP0748
 NP0748|---------------------------------------------------------------------|
 NP0748| PID    Reference Object                     Distance      Geod. Az  |
 NP0748|                                                           dddmmss.s |
 NP0748| NP0753 GORDONPORT AZ MK                    372.320 METERS 24120     |
 NP0748|---------------------------------------------------------------------|
 NP0748
 NP0748                          SUPERSEDED SURVEY CONTROL
 NP0748
 NP0748  NAD 83(2007)-  42 48 17.79816(N)    102 10 25.72553(W) AD(2002.00) 0
 NP0748  ELLIP H (02/10/07) 1060.965  (m)                       GP(2002.00)    
 NP0748  ELLIP H (09/24/01) 1060.941  (m)                       GP(       ) 4 1
 NP0748  NAD 83(1995)-  42 48 17.79748(N)    102 10 25.72585(W) AD(       ) B
 NP0748  ELLIP H (06/25/96) 1060.996  (m)                       GP(       ) 1 1
 NP0748  NAD 83(1986)-  42 48 17.78952(N)    102 10 25.72966(W) AD(       ) 1
 NP0748  NGVD 29 (02/23/90) 1078.90   (m)  RAPSU86  model used  GPS OBS        
 NP0748
 NP0748.Superseded values are not recommended for survey control.
 NP0748
 NP0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0748.See file dsdata.pdf to determine how the superseded data were derived.
 NP0748
 NP0748_MARKER: I = METAL ROD
 NP0748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0748_STAMPING: GORDONPORT 1989
 NP0748_MARK LOGO: NGS
 NP0748_PROJECTION: FLUSH
 NP0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0748+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 NP0748_ROD/PIPE-DEPTH: 6.73 meters
 NP0748_SLEEVE-DEPTH  : 0.93 meters
 NP0748
 NP0748  HISTORY     - Date     Condition        Report By
 NP0748  HISTORY     - 1989     MONUMENTED       NGS
 NP0748  HISTORY     - 19910910 GOOD             NGS
 NP0748  HISTORY     - 19950826 GOOD             NGS
 NP0748  HISTORY     - 19960801 GOOD             NGS
 NP0748  HISTORY     - 19970717 GOOD             NGS
 NP0748  HISTORY     - 20070623 GOOD             INDIV
 NP0748  HISTORY     - 20140918 GOOD             INDIV
 NP0748
 NP0748                          STATION DESCRIPTION
 NP0748
 NP0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0748'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF GORDON, AT THE
 NP0748'GORDON MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, BOX
 NP0748'89, GORDON, NE 69343.  AIRPORT MANAGER IS THE CITY MANAGER FRED HLAVA,
 NP0748'TELEPHONE 308-282-0837.
 NP0748'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NP0748'HIGHWAY 27 ON THE SOUTH EDGE OF GORDON, GO EAST ON US HIGHWAY 20 FOR
 NP0748'1.84 KM (1.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 NP0748'GO NORTHERLY ON A WINDING ROAD FOR 0.30 KM (0.20 MI) TO AN ARPON AND
 NP0748'TAXIWAY.  TURN LEFT AND GO NORTHERLY ALONG THE TAXIWAY FOR 0.18 KM
 NP0748'(0.10 MI) TO THE JUNCTION OF RUNWAY 4-22.  TURN RIGHT AND GO NORTHEAST
 NP0748'ALONG RUNWAY 4-22 CROSSING RUNWAY 11-29 FOR 0.40 KM (0.25 MI), THEN
 NP0748'BEAR RIGHT CROSSING A FIELD TO A FENCE CORNER AND THE STATION.
 NP0748'THE STATION MARK IS 1.2 M (3.9 FT) WEST-NORTHWEST OF A CORNER FENCE
 NP0748'POST, 1.9 M (6.2 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS P0ST AND
 NP0748'1.7 M (5.6 FT) WEST OF A CARSONITE WITNESS POST.
 NP0748'DESCRIBED R.D.BALL.
 NP0748'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0748
 NP0748                          STATION RECOVERY (1991)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NP0748'STATION IS LOCATED ABOUT 2 KM (1.2 MI) EAST OF GORDON, AT THE GORDON
 NP0748'MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, BOX 89,
 NP0748'GORDON, NE 69343.  AIRPORT MANAGER IS LARRY LEVI, PHONE NUMBER IS
 NP0748'308-282-1700, HOME 308-282-1120.
 NP0748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NP0748'ROUTE 27 ON THE SOUTH SIDE OF GORDON, GO EAST ON HIGHWAY 20 FOR 1.84
 NP0748'KM (1.14 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 NP0748'GO NORTHERLY ON A WINDING ROAD FOR 0.16 KM (0.10 MI) TO AN OPENING IN
 NP0748'A WOOD FENCE LINE AND DIRT LANE ON THE RIGHT.  TURN RIGHT,
 NP0748'SOUTHEASTERLY, ON DIRT LANE FOR 0.08 KM (0.05 MI) TO A GATE.  PASS
 NP0748'THROUGH GATE AND CONTINUE FOR 6.1 M (20.0 FT) ON DIRT LANE TO A PAVED
 NP0748'RAMP.  TURN LEFT, NORTHERLY, ON PAVED RAMP CROSSING THE APRON AND
 NP0748'ONTO TAXI FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF RUNWAY 4-22.  TURN
 NP0748'RIGHT, NORTHEAST, ON RUNWAY 4-22 FOR 0.3 KM (0.2 MI) TO RUNWAY LIGHT
 NP0748'NUMBER 76 ON THE RIGHT.  TURN RIGHT, SOUTHEASTERLY CROSSING FIELD FOR
 NP0748'0.08 KM (0.05 MI) TO BARBED WIRE FENCE LINE AND THE STATION AT THE
 NP0748'FENCE CORNER AND NORTHEAST FROM A WIND SOCK.
 NP0748'STATION IS 1.2 M (3.9 FT) WEST-NORTHWEST FROM A FENCE CORNER POST, 1.9
 NP0748'M (6.2 FT) NORTH-NORTHWEST FROM A CARSONITE WITNESS POST, AND 1.7 M
 NP0748'(5.6 FT) WEST FROM A CARSONITE WITNESS POST.
 NP0748
 NP0748                          STATION RECOVERY (1995)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0748'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHWEST OF MERRIMAN,
 NP0748'1.2 MI (1.9 KM) EAST OF GORDON AT THE GORDON MUNICIPAL AIRPORT.
 NP0748'OWNERSHIP--GORDON AIRPORT AUTHORITY, PO BOX 310, GORDON NE 69343.
 NP0748'AIRPORT MANAGER IS MALCOLM CASE, PHONE (308) 282-1700.  TO REACH THE
 NP0748'STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROUTE 27 IN
 NP0748'GORDON, GO EAST ON U.S. HIGHWAY 20 FOR 1.15 MI (1.85 KM) TO A PAVED
 NP0748'ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE ROAD FOR
 NP0748'0.1 MI (0.2 KM) TO A OPENING IN A WOODEN FENCE LINE AND A GRAVEL ROAD
 NP0748'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.05 MI
 NP0748'(0.08 KM) TO A GATE, PASS THROUGH GATE, TURN LEFT AND GO NORTH ON THE
 NP0748'APRON THEN A TAXIWAY FOR 0.15 MI (0.24 KM) TO RUNWAY 04/22, TURN RIGHT
 NP0748'AND GO NORTHEAST ON THE RUNWAY FOR 0.2 MI (0.3 KM) TO A RUNWAY LIGHT
 NP0748'(76) ON THE RIGHT, TURN RIGHT AND GO SOUTHEASTERLY CROSSING A FIELD
 NP0748'FOR 0.05 MI (0.08 KM) TO THE STATION AT A FENCE CORNER NORTHEAST OF
 NP0748'THE WINDSOCK.  THE STATION IS 6.4 FT (2.0 M) NORTH-NORTHWEST FROM A
 NP0748'WITNESS POST, 5.4 FT (1.6 M) WEST OF A WITNESS POST AND 3.9 FT (1.2 M)
 NP0748'NORTHWEST OF A FENCE CORNER POST.  NOTE--THIS STATION WAS USED AS AN
 NP0748'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NP0748
 NP0748                          STATION RECOVERY (1996)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NP0748'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF GORDON, AT THE
 NP0748'GORDON MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, POST
 NP0748'OFFICE BOX 310, GORDON NE 69343.  AIRPORT MANAGER IS MALCOLM CASE,
 NP0748'PHONE (308) 282-1700.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 NP0748'HIGHWAY 20 AND STATE HIGHWAY 27 IN GORDON, GO EAST ON U.S. HIGHWAY 20
 NP0748'FOR 1.15 MI (1.85 KM) TO AN AIRPORT ENTRANCE ROAD LEFT, TURN LEFT AND
 NP0748'GO NORTHERLY ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN OPENING IN
 NP0748'A WOODEN FENCE AND A GRAVEL ROAD RIGHT, TURN RIGHT AND GO
 NP0748'SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS
 NP0748'THROUGH GATE, TURN LEFT AND GO NORTH ON AN APRON THEN A TAXIWAY FOR
 NP0748'0.12 MI (0.19 KM) TO RUNWAY 04/22, TURN RIGHT AND GO NORTHEAST ON THE
 NP0748'RUNWAY FOR 0.2 MI (0.3 KM) TO RUNWAY LIGHT NUMBER 76 ON THE RIGHT,
 NP0748'TURN RIGHT AND GO SOUTHEASTERLY ACROSS A FIELD FOR 0.05 MI (0.08 KM)
 NP0748'TO THE STATION, AT A FENCE CORNER NORTHEAST OF THE WINDSOCK.  THE
 NP0748'STATION IS 6.4 FT (2.0 M) NORTH-NORTHWEST OF A WITNESS POST, 5.4 FT
 NP0748'(1.6 M) WEST OF A WITNESS POST, AND 3.9 FT (1.2 M) NORTHWEST OF A
 NP0748'FENCE CORNER.  THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 NP0748'PRIMARY AIRPORT CONTROL STATION IN 1995. NOTE--ACCESS TO THE DATUM
 NP0748'POINT IS THROUGH A 5-INCH LOGO CAP.
 NP0748
 NP0748                          STATION RECOVERY (1997)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0748'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE AIRPORT MANAGER
 NP0748'IS NOW FRED HALVA.
 NP0748
 NP0748                          STATION RECOVERY (2007)
 NP0748
 NP0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 NP0748'RECOVERED AS DESCRIBED.
 NP0748
 NP0748                          STATION RECOVERY (2014)
 NP0748
 NP0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NP0748'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0753 ***********************************************************************
 NP0753  SACS        -  This is a Secondary Airport Control Station.
 NP0753  DESIGNATION -  GORDONPORT AZ MK
 NP0753  PID         -  NP0753
 NP0753  STATE/COUNTY-  NE/SHERIDAN
 NP0753  COUNTRY     -  US
 NP0753  USGS QUAD   -  GORDON (2017)
 NP0753
 NP0753                         *CURRENT SURVEY CONTROL
 NP0753  ______________________________________________________________________
 NP0753* NAD 83(2011) POSITION- 42 48 12.00909(N) 102 10 40.10087(W)   ADJUSTED
 NP0753* NAD 83(2011) ELLIP HT-  1061.239 (meters)        (06/27/12)   ADJUSTED
 NP0753* NAD 83(2011) EPOCH   -  2010.00
 NP0753* NAVD 88 ORTHO HEIGHT -  1079.72  (meters)     3542.4   (feet) GPS OBS
 NP0753  ______________________________________________________________________
 NP0753  NAVD 88 orthometric height was determined with an earlier geoid model
 NP0753  GEOID HEIGHT    -        -18.467 (meters)                     GEOID18
 NP0753  NAD 83(2011) X  -   -988,832.200 (meters)                     COMP
 NP0753  NAD 83(2011) Y  - -4,582,122.518 (meters)                     COMP
 NP0753  NAD 83(2011) Z  -  4,312,219.005 (meters)                     COMP
 NP0753  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 NP0753
 NP0753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0753  Standards:
 NP0753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0753  -------------------------------------------------------------------
 NP0753  NETWORK    0.50   1.08           0.23   0.17   0.55     -0.01373343
 NP0753  -------------------------------------------------------------------
 NP0753  Click here for local accuracies and other accuracy information.
 NP0753
 NP0753.This mark is at Gordon Municipal Airport (GRN)
 NP0753
 NP0753.The horizontal coordinates were established by GPS observations
 NP0753.and adjusted by the National Geodetic Survey in June 2012.
 NP0753
 NP0753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0753.been affixed to the stable North American tectonic plate. See 
 NP0753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0753
 NP0753.The horizontal coordinates are valid at the epoch date displayed above
 NP0753.which is a decimal equivalence of Year/Month/Day.
 NP0753
 NP0753.The orthometric height was determined by GPS observations and a
 NP0753.high-resolution geoid model.
 NP0753
 NP0753.GPS derived orthometric heights for airport stations designated as
 NP0753.PACS or SACS are published to 2 decimal places.  This maintains
 NP0753.centimeter relative accuracy between the PACS and SACS.  It does
 NP0753.not indicate centimeter accuracy relative to other marks which are
 NP0753.part of the published vertical control network.
 NP0753
 NP0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0753.GEOID18 height accuracy estimate available here.
 NP0753
 NP0753.Click photographs - Photos may exist for this station.
 NP0753
 NP0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0753
 NP0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0753
 NP0753.The ellipsoidal height was determined by GPS observations
 NP0753.and is referenced to NAD 83.
 NP0753
 NP0753. The following values were computed from the NAD 83(2011) position.
 NP0753
 NP0753;                    North         East     Units Scale Factor Converg.
 NP0753;SPC NE       -   332,017.953   321,888.148   MT  0.99991575   -1 26 35.6
 NP0753;SPC NE       - 1,089,295.57  1,056,061.37   sFT  0.99991575   -1 26 35.6
 NP0753;UTM  13      - 4,742,839.447   730,771.973   MT  1.00025523   +1 55 06.5
 NP0753
 NP0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0753!SPC NE       -   0.99983360  x   0.99991575  =   0.99974936
 NP0753!UTM  13      -   0.99983360  x   1.00025523  =   1.00008878
 NP0753
 NP0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3077142839(NAD 83)
 NP0753
 NP0753|---------------------------------------------------------------------|
 NP0753| PID    Reference Object                     Distance      Geod. Az  |
 NP0753|                                                           dddmmss.s |
 NP0753| NP0748 GORDONPORT                          372.320 METERS 06120     |
 NP0753|---------------------------------------------------------------------|
 NP0753
 NP0753                          SUPERSEDED SURVEY CONTROL
 NP0753
 NP0753  NAD 83(2007)-  42 48 12.00895(N)    102 10 40.10198(W) AD(2002.00) 0
 NP0753  ELLIP H (02/10/07) 1061.266  (m)                       GP(2002.00)    
 NP0753  ELLIP H (01/10/02) 1061.242  (m)                       GP(       ) 4 1
 NP0753  NAD 83(1995)-  42 48 12.00827(N)    102 10 40.10230(W) AD(       ) 1
 NP0753  ELLIP H (09/18/97) 1061.297  (m)                       GP(       ) 4 1
 NP0753  NAD 83(1995)-  42 48 12.00827(N)    102 10 40.10242(W) AD(       ) 3
 NP0753  ELLIP H (08/18/97) 1061.303  (m)                       GP(       ) 4 1
 NP0753  ELLIP H (01/07/93) 1061.524  (m)                       GP(       ) 4 2
 NP0753  NAD 83(1986)-  42 48 12.00037(N)    102 10 40.10615(W) AD(       ) 3
 NP0753  NGVD 29 (02/23/90) 1079.21   (m)  RAPSU86  model used  GPS OBS        
 NP0753
 NP0753.Superseded values are not recommended for survey control.
 NP0753
 NP0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0753.See file dsdata.pdf to determine how the superseded data were derived.
 NP0753
 NP0753_MARKER: I = METAL ROD
 NP0753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0753_STAMPING: GORDONPORT AZ MK 1989
 NP0753_MARK LOGO: NGS
 NP0753_PROJECTION: FLUSH
 NP0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0753+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2007
 NP0753_ROD/PIPE-DEPTH: 4.11 meters
 NP0753_SLEEVE-DEPTH  : 0.93 meters
 NP0753
 NP0753  HISTORY     - Date     Condition        Report By
 NP0753  HISTORY     - 1989     MONUMENTED       NGS
 NP0753  HISTORY     - 19950826 GOOD             NGS
 NP0753  HISTORY     - 19970716 GOOD             NGS
 NP0753  HISTORY     - 20070623 GOOD             INDIV
 NP0753
 NP0753                          STATION DESCRIPTION
 NP0753
 NP0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0753'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF GORDON, AT THE
 NP0753'GORDON MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, BOX
 NP0753'89, GORDON, NE 69343.  AIRPORT MANAGER IS THE CITY MANAGER FRED HLAVA,
 NP0753'TELEPHONE 308-282-0837.
 NP0753'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NP0753'HIGHWAY 27 ON THE SOUTH EDGE OF GORDON, GO EAST ON US HIGHWAY 20 FOR
 NP0753'1.84 KM (1.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 NP0753'GO NORTHERLY ON A WINDING ROAD FOR 0.30 KM (0.20 MI) TO AN ARPON AND
 NP0753'TAXIWAY.  TURN LEFT AND GO NORTHERLY ALONG THE TAXIWAY FOR 0.18 KM
 NP0753'(0.10 MI) TO THE JUNCTION OF RUNWAY 4-22, AND THE STATION ON THE
 NP0753'RIGHT.
 NP0753'THE AZIMUTH MARK IS 73.8 M (242.1 FT) SOUTHWEST OF THE CENTERLINE OF
 NP0753'RUNWAY 11-29, 71.9 M (235.9 FT) SOUTH-SOUTHEAST OF THE RUNWAY 4-22
 NP0753'CENTERLINE, 60.5 M (198.5 FT) EAST-NORTHEAST OF THE RAMP CENTERLINE
 NP0753'AND 0.30 M (1.0 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS P0ST.
 NP0753'DESCRIBED R.D.BALL.
 NP0753'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0753
 NP0753                          STATION RECOVERY (1995)
 NP0753
 NP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0753'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHWEST OF MERRIMAN,
 NP0753'1.2 MI (1.9 KM) EAST OF GORDON, AT THE GORDON MUNICIPAL AIRPORT.
 NP0753'OWNERSHIP--GORDON AIRPORT AUTHORITY, PO BOX 310, GORDON NE 69343.
 NP0753'AIRPORT MANAGER IS MALCOLM CASE, PHONE (308) 282-1700.  TO REACH THE
 NP0753'STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE ROUTE 27 IN
 NP0753'GORDON, GO EAST ON US HIGHWAY 20 FOR 1.15 MI (1.85 KM) TO A PAVED ROAD
 NP0753'LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.1
 NP0753'MI (0.2 KM) TO A OPENING IN A WOODEN FENCE LINE AND A GRAVEL ROAD
 NP0753'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.05 MI
 NP0753'(0.08 KM) TO A GATE, PASS THROUGH GATE, TURN LEFT AND GO NORTH ON THE
 NP0753'APRON THEN A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 NP0753'THE STATION IS 229.0 FT (69.8 M) SOUTHEAST OF RUNWAY 04/22 CENTER,
 NP0753'227.8 FT (69.4 M) SOUTHWEST OF RUNWAY 11/29 CENTER, 189.4 FT (57.7 M)
 NP0753'EAST OF THE TAXIWAY CENTER, 1.5 FT (0.5 M) EAST OF A WITNESS POST, 1.5
 NP0753'FT (0.5 M) SOUTH OF A WITNESS POST AND 1.0 FT (0.3 M) NORTH-NORTHWEST
 NP0753'OF A SHORT WITNESS POST.  THIS STATION TO BE USED AS SACS.
 NP0753
 NP0753                          STATION RECOVERY (1997)
 NP0753
 NP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0753'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE AIRPORT MANAGER
 NP0753'IS FRED HALVA.
 NP0753
 NP0753                          STATION RECOVERY (2007)
 NP0753
 NP0753'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 NP0753'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1065 ***********************************************************************
 LH1065  DESIGNATION -  GOSPER
 LH1065  PID         -  LH1065
 LH1065  STATE/COUNTY-  NE/GOSPER
 LH1065  COUNTRY     -  US
 LH1065  USGS QUAD   -  JOHNSON LAKE (2017)
 LH1065
 LH1065                         *CURRENT SURVEY CONTROL
 LH1065  ______________________________________________________________________
 LH1065* NAD 83(1995) POSITION- 40 40 33.12884(N) 099 45 48.04218(W)   ADJUSTED
 LH1065* NAVD 88 ORTHO HEIGHT -   804.    (meters)     2638.    (feet) SCALED
 LH1065  ______________________________________________________________________
 LH1065  GEOID HEIGHT    -        -24.069 (meters)                     GEOID18
 LH1065  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LH1065  HORZ ORDER      -  SECOND
 LH1065
 LH1065.The horizontal coordinates were established by classical geodetic methods
 LH1065.and adjusted by the National Geodetic Survey in August 1997.
 LH1065
 LH1065.The orthometric height was scaled from a topographic map.
 LH1065
 LH1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1065.GEOID18 height accuracy estimate available here.
 LH1065
 LH1065.Click photographs - Photos may exist for this station.
 LH1065
 LH1065.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1065
 LH1065. The following values were computed from the NAD 83(1995) position.
 LH1065
 LH1065;                    North         East     Units Scale Factor Converg.
 LH1065;SPC NE       -    93,573.121   520,003.455   MT  0.99976265   +0 09 24.6
 LH1065;SPC NE       -   306,997.81  1,706,044.67   sFT  0.99976265   +0 09 24.6
 LH1065;UTM  14      - 4,503,056.581   435,487.755   MT  0.99965123   -0 29 51.2
 LH1065
 LH1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1065!SPC NE       -   0.99987763  x   0.99976265  =   0.99964030
 LH1065!UTM  14      -   0.99987763  x   0.99965123  =   0.99952890
 LH1065
 LH1065:                Primary Azimuth Mark                     Grid Az
 LH1065:SPC NE       -  GOSPER AZ MK                             051 36 52.9
 LH1065:UTM  14      -  GOSPER AZ MK                             052 16 08.7
 LH1065
 LH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3548703056(NAD 83)
 LH1065
 LH1065|---------------------------------------------------------------------|
 LH1065| PID    Reference Object                     Distance      Geod. Az  |
 LH1065|                                                           dddmmss.s |
 LH1065| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.11.4 KM 0074628.9 |
 LH1065| CN8634 GOSPER AZ MK                                       0514617.5 |
 LH1065| LH1042 RADIO STATION KRVN WEST MAST        APPROX.15.0 KM 0561750.2 |
 LH1065| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX. 1.3 KM 0712248.1 |
 LH1065| CN8635 GOSPER RM 1                          18.922 METERS 08934     |
 LH1065| LH1059 HOPE LUTHERAN CHURCH BELFRY         APPROX.14.0 KM 1493813.7 |
 LH1065| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.12.5 KM 2203204.6 |
 LH1065| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX. 5.4 KM 2890724.5 |
 LH1065| LJ0371 HOLMES TWP KAC 34 ATT RAD TWR       APPROX.23.8 KM 2923716.0 |
 LH1065| CN8636 GOSPER RM 2                          10.525 METERS 31937     |
 LH1065| LH1077 DARR                                APPROX.15.7 KM 3342459.3 |
 LH1065| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX.12.5 KM 3571200.0 |
 LH1065|---------------------------------------------------------------------|
 LH1065
 LH1065                          SUPERSEDED SURVEY CONTROL
 LH1065
 LH1065  NAD 83(1986)-  40 40 33.13500(N)    099 45 48.04587(W) AD(       ) 2
 LH1065  NAD 27      -  40 40 33.11300(N)    099 45 46.62900(W) AD(       ) 2
 LH1065
 LH1065.Superseded values are not recommended for survey control.
 LH1065
 LH1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1065.See file dsdata.pdf to determine how the superseded data were derived.
 LH1065
 LH1065_MARKER: DS = TRIANGULATION STATION DISK
 LH1065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH1065_STAMPING: GOSPER 1951
 LH1065_MARK LOGO: CGS
 LH1065_MAGNETIC: P = MARKER IS A STEEL PIPE
 LH1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1065
 LH1065  HISTORY     - Date     Condition        Report By
 LH1065  HISTORY     - 1951     MONUMENTED       CGS
 LH1065  HISTORY     - 1964     GOOD             LOCENG
 LH1065
 LH1065                          STATION DESCRIPTION
 LH1065
 LH1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1065'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF LEXINGTON,
 LH1065'0.2 MILE SOUTHWEST OF A FARM HOUSE, 0.15 MILE WEST OF A STEEL
 LH1065'BRIDGE CROSSING THE PHELPS COUNTY CANAL AND ON THE NORTH BANK
 LH1065'OF A HIGH DIRT PILE MADE BY THE EXCAVATION OF THE PHELPS COUNTY
 LH1065'CANAL.  IT IS ABOUT 100.0 FEET NORTH OF THE CENTER OF THE CANAL.
 LH1065'IT IS 68.0 FEET WEST OF A SMALL COTTONWOOD TREE AND 4.0 FEET
 LH1065'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD STATION MARK
 LH1065'DISK SET ON A 3 INCH CAST IRON PIPE PROJECTING 10 INCHES AND
 LH1065'STAMPED GOSPER 1951.
 LH1065'
 LH1065'REFERENCE MARK NO. 1 IS 20.0 FEET NORTH OF A SMALL COTTONWOOD
 LH1065'TREE AND 6.0 FEET BELOW THE LEVEL OF THE STATION.  IT IS A
 LH1065'STANDARD REFERENCE MARK DISK SET ON A 3 INCH CAST IRON PIPE
 LH1065'PROJECTING 5 INCHES AND STAMPED GOSPER NO 1 1951.
 LH1065'
 LH1065'REFERENCE MARK NO. 2 IS 2.0 FEET BELOW THE LEVEL OF THE STATION.
 LH1065'IT IS A STANDARD REFERENCE MARK DISK SET ON A 3 INCH CAST
 LH1065'IRON PIPE PROJECTING 5 INCHES AND STAMPED GOSPER NO 2 1951.
 LH1065'
 LH1065'THE AZIMUTH MARK IS 0.2 MILE NORTH OF A FARM HOUSE, 68.0 FEET
 LH1065'NORTHEAST OF A TELEPHONE POLE, 33.0 FEET EAST OF THE CENTER OF
 LH1065'A NORTH-SOUTH GRAVELED ROAD, 1.5 FEET SOUTH OF A WITNESS POST
 LH1065'AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 LH1065'3 INCHES AND IS STAMPED GOSPER 1951.
 LH1065'
 LH1065'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 LH1065'IN LEXINGTON, GO SOUTH ON THE MAIN STREET FOR 0.2 MILE TO THE
 LH1065'JUNCTION OF U.S. HIGHWAYS 30 AND 283.  FOLLOW U.S. HIGHWAY 283
 LH1065'SOUTHERLY FOR 3.5 MILES TO A FORK WHERE U.S. HIGHWAY 283 CURVES
 LH1065'TO THE WEST, TAKE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD
 LH1065'FOR 2.0 MILES TO A T INTERSECTION.  TURN RIGHT, WEST, ON A
 LH1065'GRAVELED ROAD FOR 0.3 MILE TO A T ROAD LEADING SOUTH, TURN
 LH1065'LEFT, SOUTH, ON A GRAVELED ROAD FOR 1.4 MILES TO THE AZIMUTH
 LH1065'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.2
 LH1065'MILE TO A FARM YARD ON THE RIGHT, TURN RIGHT AND GO WEST
 LH1065'THROUGH FARM YARD TO A TRACK ROAD LEADING SOUTH FROM THE
 LH1065'NORTHWEST CORNER OF A CORN CRIB.  TURN LEFT, SOUTH, ON
 LH1065'TRACK ROAD FOR 0.15 MILE TO A HIGH EMBANKMENT, TURN RIGHT,
 LH1065'WEST, ALONG THE NORTH SIDE OF THE EMBANKMENT FOR 0.15 MILE TO
 LH1065'A SMALL COTTONWOOD TREE AND THE STATION ON THE LEFT AND AT
 LH1065'TOP OF THE EMBANKMENT AS DESCRIBED.
 LH1065
 LH1065                          STATION RECOVERY (1964)
 LH1065
 LH1065'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MSF)
 LH1065'(STA.) GOSPER 1951 RECOVERED GOOD.
 LH1065'
 LH1065'(RM) GOSPER NO 1 1951 RECOVERED GOOD.
 LH1065'
 LH1065'(RM) GOSPER NO 2 1951 RECOVERED GOOD.
 LH1065'
 LH1065'(AZ.MK.) GOSPER 1951 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0009 ***********************************************************************
 LJ0009  DESIGNATION -  GOTHENBURG
 LJ0009  PID         -  LJ0009
 LJ0009  STATE/COUNTY-  NE/DAWSON
 LJ0009  COUNTRY     -  US
 LJ0009  USGS QUAD   -  GOTHENBURG (2017)
 LJ0009
 LJ0009                         *CURRENT SURVEY CONTROL
 LJ0009  ______________________________________________________________________
 LJ0009* NAD 83(1986) POSITION- 40 55 46.86   (N) 100 09 38.88   (W)   HD_HELD1
 LJ0009* NAVD 88 ORTHO HEIGHT -   782.669 (meters)     2567.81  (feet) ADJUSTED
 LJ0009  ______________________________________________________________________
 LJ0009  GEOID HEIGHT    -        -23.092 (meters)                     GEOID18
 LJ0009  DYNAMIC HEIGHT  -        782.210 (meters)     2566.30  (feet) COMP
 LJ0009  MODELED GRAVITY -    980,011.2   (mgal)                       NAVD 88
 LJ0009
 LJ0009  VERT ORDER      -  FIRST     CLASS II
 LJ0009
 LJ0009.The horizontal coordinates were determined by differentially corrected
 LJ0009.hand held GPS observations or other comparable positioning techniques
 LJ0009.and have an estimated accuracy of +/- 3 meters.
 LJ0009
 LJ0009.The orthometric height was determined by differential leveling and
 LJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0009.in June 1991.
 LJ0009
 LJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0009.GEOID18 height accuracy estimate available here.
 LJ0009
 LJ0009.Click photographs - Photos may exist for this station.
 LJ0009
 LJ0009.The dynamic height is computed by dividing the NAVD 88
 LJ0009.geopotential number by the normal gravity value computed on the
 LJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0009.degrees latitude (g = 980.6199 gals.).
 LJ0009
 LJ0009.The modeled gravity was interpolated from observed gravity values.
 LJ0009
 LJ0009;                    North         East    Units  Estimated Accuracy
 LJ0009;SPC NE       -   121,736.9     486,460.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0009
 LJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0227031599(NAD 83)
 LJ0009
 LJ0009                          SUPERSEDED SURVEY CONTROL
 LJ0009
 LJ0009  NGVD 29 (02/14/92)  782.363  (m)         2566.80   (f) ADJUSTED    1 2
 LJ0009  NGVD 29 (??/??/87)  782.378  (m)         2566.85   (f) SUPERSEDED  1 2
 LJ0009
 LJ0009.Superseded values are not recommended for survey control.
 LJ0009
 LJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0009.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0009
 LJ0009_MARKER: DB = BENCH MARK DISK
 LJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0009_STAMPING: GOTHENBURG 1933 2566.852
 LJ0009_MARK LOGO: CGS
 LJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0009+STABILITY: SURFACE MOTION
 LJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0009+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 LJ0009
 LJ0009  HISTORY     - Date     Condition        Report By
 LJ0009  HISTORY     - 1933     MONUMENTED       CGS
 LJ0009  HISTORY     - 1934     GOOD             CGS
 LJ0009  HISTORY     - 1986     GOOD             NGS
 LJ0009  HISTORY     - 20110823 GOOD             NEGS
 LJ0009
 LJ0009                          STATION DESCRIPTION
 LJ0009
 LJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0009'AT GOTHENBURG.
 LJ0009'AT GOTHENBURG, DAWSON COUNTY, AT THE NORTHWEST CORNER OF THE
 LJ0009'INTERSECTION OF LAKE AVENUE AND ELEVENTH STREET, 40 FEET WEST
 LJ0009'OF THE CENTER OF LAKE AVENUE, 40 FEET NORTH OF THE CENTER OF
 LJ0009'ELEVENTH STREET, 25 FEET SOUTHEAST OF THE CORNER OF THE CARNEGIE
 LJ0009'PUBLIC LIBRARY, AND AT THE SOUTHEAST CORNER OF THE LIBRARY LAWN.
 LJ0009'A STANDARD DISK, STAMPED 2566.852 GOTHENBURG 1933 AND SET IN
 LJ0009'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LJ0009
 LJ0009                          STATION RECOVERY (1934)
 LJ0009
 LJ0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0009'RECOVERED IN GOOD CONDITION.
 LJ0009
 LJ0009                          STATION RECOVERY (1986)
 LJ0009
 LJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0009'RECOVERED IN GOOD CONDITION.
 LJ0009
 LJ0009                          STATION RECOVERY (2011)
 LJ0009
 LJ0009'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 LJ0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0354 ***********************************************************************
 LJ0354  DESIGNATION -  GOTHENBURG
 LJ0354  PID         -  LJ0354
 LJ0354  STATE/COUNTY-  NE/DAWSON
 LJ0354  COUNTRY     -  US
 LJ0354  USGS QUAD   -  GOTHENBURG (2017)
 LJ0354
 LJ0354                         *CURRENT SURVEY CONTROL
 LJ0354  ______________________________________________________________________
 LJ0354* NAD 83(1995) POSITION- 40 56 16.68222(N) 100 09 31.87172(W)   ADJUSTED
 LJ0354* NAVD 88 ORTHO HEIGHT -   795.274 (meters)     2609.16  (feet) ADJUSTED
 LJ0354  ______________________________________________________________________
 LJ0354  GEOID HEIGHT    -        -23.072 (meters)                     GEOID18
 LJ0354  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 LJ0354  DYNAMIC HEIGHT  -        794.809 (meters)     2607.64  (feet) COMP
 LJ0354  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 LJ0354
 LJ0354  HORZ ORDER      -  SECOND
 LJ0354  VERT ORDER      -  FIRST     CLASS II
 LJ0354
 LJ0354.The horizontal coordinates were established by classical geodetic methods
 LJ0354.and adjusted by the National Geodetic Survey in August 1997.
 LJ0354
 LJ0354.The orthometric height was determined by differential leveling and
 LJ0354.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0354.in June 1991.
 LJ0354
 LJ0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0354.GEOID18 height accuracy estimate available here.
 LJ0354
 LJ0354.Click photographs - Photos may exist for this station.
 LJ0354
 LJ0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0354
 LJ0354.The dynamic height is computed by dividing the NAVD 88
 LJ0354.geopotential number by the normal gravity value computed on the
 LJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0354.degrees latitude (g = 980.6199 gals.).
 LJ0354
 LJ0354.The modeled gravity was interpolated from observed gravity values.
 LJ0354
 LJ0354. The following values were computed from the NAD 83(1995) position.
 LJ0354
 LJ0354;                    North         East     Units Scale Factor Converg.
 LJ0354;SPC NE       -   122,656.315   486,626.251   MT  0.99970737   -0 06 19.0
 LJ0354;SPC NE       -   402,414.93  1,596,539.63   sFT  0.99970737   -0 06 19.0
 LJ0354;UTM  14      - 4,532,517.355   402,446.395   MT  0.99971713   -0 45 33.8
 LJ0354
 LJ0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0354!SPC NE       -   0.99987889  x   0.99970737  =   0.99958629
 LJ0354!UTM  14      -   0.99987889  x   0.99971713  =   0.99959605
 LJ0354
 LJ0354:                Primary Azimuth Mark                     Grid Az
 LJ0354:SPC NE       -  HARM RESET                               057 51 15.2
 LJ0354:UTM  14      -  HARM RESET                               058 30 30.0
 LJ0354
 LJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0244632517(NAD 83)
 LJ0354
 LJ0354|---------------------------------------------------------------------|
 LJ0354| PID    Reference Object                     Distance      Geod. Az  |
 LJ0354|                                                           dddmmss.s |
 LJ0354| CN8640 GOTHENBURG RM 3                       8.793 METERS 04315     |
 LJ0354| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX. 3.7 KM 0435223.0 |
 LJ0354| LJ0364 HARM RESET                          APPROX. 7.7 KM 0574456.2 |
 LJ0354| CN8637 GOTHENBURG AZ MK                                   0755612.9 |
 LJ0354| LH1084 COZAD MUNICIPAL TANK                APPROX.16.9 KM 1212758.6 |
 LJ0354| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX.17.2 KM 1221738.1 |
 LJ0354| LJ0368 WILLOW ISLAND ST PATRICKS CH        APPROX. 9.5 KM 1254348.3 |
 LJ0354| CN8638 GOTHENBURG RM 1                      53.462 METERS 16801     |
 LJ0354| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX. 1.8 KM 1763614.6 |
 LJ0354| LJ0389 GOTHENBURG MUNICIPAL TANK            80.392 METERS 25656     |
 LJ0354| CN8639 GOTHENBURG RM 2                      35.131 METERS 27308     |
 LJ0354| MM0372 ZION LUTHERAN CHURCH SPIRE          APPROX. 8.9 KM 3553028.3 |
 LJ0354|---------------------------------------------------------------------|
 LJ0354
 LJ0354                          SUPERSEDED SURVEY CONTROL
 LJ0354
 LJ0354  NAD 83(1986)-  40 56 16.68903(N)    100 09 31.87693(W) AD(       ) 2
 LJ0354  NAD 27      -  40 56 16.65900(N)    100 09 30.42400(W) AD(       ) 2
 LJ0354  NGVD 29 (02/14/92)  794.969  (m)         2608.16   (f) ADJUSTED    1 2
 LJ0354
 LJ0354.Superseded values are not recommended for survey control.
 LJ0354
 LJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0354.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0354
 LJ0354_MARKER: DS = TRIANGULATION STATION DISK
 LJ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0354_STAMPING: GOTHENBURG 1934
 LJ0354_MARK LOGO: CGS
 LJ0354_PROJECTION: RECESSED 6 CENTIMETERS
 LJ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0354+STABILITY: SURFACE MOTION
 LJ0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0354+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0354
 LJ0354  HISTORY     - Date     Condition        Report By
 LJ0354  HISTORY     - 1934     MONUMENTED       CGS
 LJ0354  HISTORY     - 1950     GOOD             CGS
 LJ0354  HISTORY     - 1970     GOOD             USGS
 LJ0354  HISTORY     - 1971     GOOD             NGS
 LJ0354  HISTORY     - 1972     GOOD             LOCENG
 LJ0354  HISTORY     - 1986     GOOD             NGS
 LJ0354  HISTORY     - 20100907 GOOD             NEGS
 LJ0354  HISTORY     - 20130806 MARK NOT FOUND   GEOCAC
 LJ0354
 LJ0354                          STATION DESCRIPTION
 LJ0354
 LJ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0354'STATION IS LOCATED IN GOTHENBURG, NEBRASKA, IN THE NORTHEAST
 LJ0354'PART OF CITY PARK IN THE NORTHERN PART OF TOWN, IN THE SOUTHWEST
 LJ0354'ANGLE OF THE ANGLE FORMED BY THE INTERSECTION OF AVENUE F
 LJ0354'AND 20TH STREET, ABOUT 0.15 MILE EAST OF MUNICIPAL WATER TANK,
 LJ0354'AND IN SEC. 10, T. 11 N., R. 25 W., GOTHENBURG TOWNSHIP.
 LJ0354'
 LJ0354'TO REACH FROM GOTHENBURG POST OFFICE, GO NORTH ON LAKE AVENUE
 LJ0354'FOR 0.75 MILE, THEN TURN RIGHT AROUND PARK AT 20TH STREET AND
 LJ0354'GO ONE BLOCK EAST TO AVENUE F AND STATION.  MARK IS 40 FEET
 LJ0354'WEST OF CENTERLINE OF AVENUE F, 32 FEET SOUTH OF CENTERLINE OF
 LJ0354'20TH STREET.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 1 IS 23 FEET WEST OF CENTERLINE OF AVENUE
 LJ0354'F, BETWEEN AVENUE AND SIDEWALK IN SAID PARK, SET FLUSH WITH
 LJ0354'GROUND.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF CENTERLINE OF 20TH
 LJ0354'STREET, IN EAST-WEST HEDGE ROW IN SAID PARK, SET FLUSH WITH
 LJ0354'GROUND.
 LJ0354'
 LJ0354'TO REACH AZIMUTH MARK FROM THE INTERSECTION OF AVENUE F AND
 LJ0354'20TH STREET, GO EAST ON 20TH STREET FOR 0.5 MILE, TURN NORTH AND
 LJ0354'GO 0.15 MILE.  MARK IS 24 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 LJ0354'ROAD, 24 FEET SOUTH OF CENTERLINE OF DIM EAST-WEST ROAD, AND
 LJ0354'PROJECTS 4 INCHES.
 LJ0354'
 LJ0354'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LJ0354
 LJ0354                          STATION RECOVERY (1950)
 LJ0354
 LJ0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LJ0354'STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LJ0354'ALL RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 LJ0354'DESCRIPTION IS ADEQUATE TO REACH STATION.
 LJ0354
 LJ0354                          STATION RECOVERY (1970)
 LJ0354
 LJ0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LJ0354'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 LJ0354'DISTURBED, LEANS S 0.6 FT. R.M. 2 WAS NOT FOUND AZIMUTH
 LJ0354'MARK WAS NOT FOUND.
 LJ0354'
 LJ0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOTHERNBURG,
 LJ0354'IN NE PART OF THE CITY PARK
 LJ0354
 LJ0354                          STATION RECOVERY (1971)
 LJ0354
 LJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0354'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LJ0354'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TILTED
 LJ0354'AND WAS DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LJ0354'FOUND AND ALL INDICATIONS FROM OLD TIES SHOW THE MARK WAS
 LJ0354'DESTROYED BY STREET CONSTRUCTION.  NO OBJECTS WERE VISIBLE AT
 LJ0354'THE STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.  THE
 LJ0354'DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.24 FEET.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 3 WAS SET.
 LJ0354'
 LJ0354'FOLLOWING IS A NEW DESCRIPTION.
 LJ0354'
 LJ0354'STATION IS LOCATED IN THE NORTHEAST PART OF CITY PARK IN THE
 LJ0354'NORTHERN PART OF GOTHENBURG, AND IN THE SOUTHWEST ANGLE OF THE
 LJ0354'INTERSECTION OF AVENUE F AND 20TH STREET.
 LJ0354'
 LJ0354'STATION MARK, A STANDARD DISK STAMPED GOTHENBURG 1934, IS SET
 LJ0354'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW THE
 LJ0354'SURFACE OF THE GROUND.  IT IS 89 FEET NORTHEAST OF THE NORTHEAST
 LJ0354'CORNER OF A RED BRICK BUILDING, 57 FEET WEST OF THE CENTER OF
 LJ0354'AVENUE F, 50.5 FEET SOUTH OF THE CENTER OF 20TH STREET, AND 19
 LJ0354'FEET WEST OF THE WEST EDGE OF A SIDEWALK AT THE EAST SIDE OF THE
 LJ0354'PARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOTHENBURG NO. 2
 LJ0354'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2
 LJ0354'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET EAST OF
 LJ0354'THE EAST EDGE OF THE SIDEWALK WHICH RUNS THROUGH THE CENTER OF
 LJ0354'THE PARK, 44 FEET SOUTH OF THE CENTER OF 20TH STREET, 37.5 FEET
 LJ0354'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BENCH, AND
 LJ0354'5.5 FEET SOUTHWEST OF THE FIFTH PINE TREE FROM THE EAST.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GOTHENBURG 1934
 LJ0354'NO. 3 1971, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK NEAR THE
 LJ0354'NORTHEAST CORNER OF THE SMALL PARK, 39 FEET WEST OF THE CENTER
 LJ0354'OF AVENUE F, 29 FEET SOUTH OF THE CENTER OF 20TH STREET, AND 0.8
 LJ0354'FEET EAST OF THE WEST EDGE OF THE SIDEWALK.
 LJ0354'
 LJ0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GOTHENBURG.
 LJ0354
 LJ0354                          STATION RECOVERY (1972)
 LJ0354
 LJ0354'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (LWN)
 LJ0354'STATION RECOVERED BY GREAT PLAINS ENG. AND ARCHITECHT.
 LJ0354'
 LJ0354'GOTHENBURG 1933-GOOD
 LJ0354'
 LJ0354'REF. GOOD.
 LJ0354
 LJ0354                          STATION RECOVERY (1986)
 LJ0354
 LJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0354'1.4 KM (0.85 MI) NORTH FROM GOTHENBURG.
 LJ0354'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF US
 LJ0354'HIGHWAY 30 AT GOTHENBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 20TH
 LJ0354'STREET, IN THE SOUTHWEST CORNER OF THE JUNCTION OF AVENUE F, 15.4
 LJ0354'METERS (50.5 FT) SOUTH OF THE CENTER OF THE STREET, 17.4 METERS (57
 LJ0354'FT) WEST OF THE CENTER OF THE AVENUE AND 6.8 METERS (22.5 FT)
 LJ0354'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE TENNIS COURT.
 LJ0354'THE MARK IS 0.3 M ABOVE THE STREET.
 LJ0354
 LJ0354                          STATION RECOVERY (2010)
 LJ0354
 LJ0354'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0354'DESCRIBED BY THE NEBRASKA GEODETIC SURVEY 2010.
 LJ0354'FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 47 IN
 LJ0354'GOTHENBURG, NEBRASKA GO NORTHEAST ON STATE HIGHWAY 47 (AVENUE G) FOR
 LJ0354'0.21 MILE TO 11TH STREET.
 LJ0354'TURN LEFT (WEST-NORTHWEST) AND CONTINUE ON STATE HIGHWAY 47 (11TH
 LJ0354'STREET) FOR 0.14 MILE TO LAKE STREET. TURN RIGHT (NORTH)
 LJ0354'AND CONTINUE ON STATE HIGHWAY 47 (LAKE STREET) FOR 0.60
 LJ0354'MILE TO 20TH STREET. TURN RIGHT (EAST) ON 20TH STREET AND
 LJ0354'GO 430 FEET TO THE NORTHEAST CORNER OF A CITY PARK AND
 LJ0354'THE MARK 50.5 FEET SOUTH OF THE CENTERLINE OF 20TH
 LJ0354'STREET, 57 FEET WEST OF THE CENTERLINE OF AVENUE F,
 LJ0354'22.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LJ0354'CONCRETE TENNIS COURT, 19 FEET WEST OF THE WEST
 LJ0354'EDGE OF A SIDEWALK, 28.8 FEET WEST-SOUTHWEST OF
 LJ0354'REFERENCE MARK 3, 115.25 FEET EAST OF REFERENCE MARK 2 AND 0.3 FOOT
 LJ0354'BELOW THE GROUND.
 LJ0354'
 LJ0354'5/8 INCH REBAR DRIVEN ALONG THE NORTH SIDE OF THE MONUMENT.
 LJ0354
 LJ0354                          STATION RECOVERY (2013)
 LJ0354
 LJ0354'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 LJ0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0389 ***********************************************************************
 LJ0389  DESIGNATION -  GOTHENBURG MUNICIPAL TANK
 LJ0389  PID         -  LJ0389
 LJ0389  STATE/COUNTY-  NE/DAWSON
 LJ0389  COUNTRY     -  US
 LJ0389  USGS QUAD   -  GOTHENBURG (2017)
 LJ0389
 LJ0389                         *CURRENT SURVEY CONTROL
 LJ0389  ______________________________________________________________________
 LJ0389* NAD 83(1995) POSITION- 40 56 16.09273(N) 100 09 35.21924(W)   ADJUSTED
 LJ0389  ______________________________________________________________________
 LJ0389  GEOID HEIGHT    -        -23.072 (meters)                     GEOID18
 LJ0389  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 LJ0389  HORZ ORDER      -  THIRD
 LJ0389
 LJ0389.The horizontal coordinates were established by classical geodetic methods
 LJ0389.and adjusted by the National Geodetic Survey in August 1997.
 LJ0389
 LJ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0389.GEOID18 height accuracy estimate available here.
 LJ0389
 LJ0389.Click photographs - Photos may exist for this station.
 LJ0389
 LJ0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0389
 LJ0389. The following values were computed from the NAD 83(1995) position.
 LJ0389
 LJ0389;                    North         East     Units Scale Factor Converg.
 LJ0389;SPC NE       -   122,638.280   486,547.933   MT  0.99970740   -0 06 21.2
 LJ0389;SPC NE       -   402,355.76  1,596,282.68   sFT  0.99970740   -0 06 21.2
 LJ0389;UTM  14      - 4,532,500.215   402,367.875   MT  0.99971732   -0 45 36.0
 LJ0389
 LJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0236732500(NAD 83)
 LJ0389
 LJ0389                          SUPERSEDED SURVEY CONTROL
 LJ0389
 LJ0389  NAD 83(1986)-  40 56 16.09860(N)    100 09 35.22480(W) AD(       ) 3
 LJ0389  NAD 27      -  40 56 16.06818(N)    100 09 33.76289(W) AD(       ) 3
 LJ0389
 LJ0389.Superseded values are not recommended for survey control.
 LJ0389
 LJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0389.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0389
 LJ0389_MARKER: 53 = ELEVATED TANK
 LJ0389
 LJ0389  HISTORY     - Date     Condition        Report By
 LJ0389  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0389  HISTORY     - 1951     GOOD             CGS
 LJ0389  HISTORY     - 1967     GOOD             NEDR
 LJ0389  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LJ0389
 LJ0389                          STATION DESCRIPTION
 LJ0389
 LJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0389'POINT OBSERVED UPON IS FINIAL OF THE MUNICIPAL WATER TANK.
 LJ0389'IT IS ABOUT 90 FEET HIGH, AND IS LOCATED IN THE NORTHERN PART
 LJ0389'OF TOWN ON THE CORNER OF 20TH AND LAKE STREETS, IN THE CITY
 LJ0389'PLAYGROUND.
 LJ0389'
 LJ0389'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MAY, GOTHENBURG,
 LJ0389'HARM, WILLOW, AND IVER.
 LJ0389
 LJ0389                          STATION RECOVERY (1951)
 LJ0389
 LJ0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0389'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE E.G.
 LJ0389'WEST PARK NEAR THE NORTHEAST CORNER OF GOTHENBURG.  IT IS A
 LJ0389'FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 LJ0389'A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL HEIGHT
 LJ0389'OF 95.0 FEET.
 LJ0389'
 LJ0389'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LJ0389
 LJ0389                          STATION RECOVERY (1967)
 LJ0389
 LJ0389'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0389'STATION WAS LOCATED AND FOUND AS DESCRIBED AND TO BE THE SAME.
 LJ0389'
 LJ0389'TO REACH IS ADEQUATE FOR RECOVERY NOTES OF 1934 AND 1951.
 LJ0389
 LJ0389                          STATION RECOVERY (2003)
 LJ0389
 LJ0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LJ0389'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. THE CITY HAS
 LJ0389'BUILT TENNIS COURTS AT THE SITE.  THIS STATION SHOULD BE DECLARED
 LJ0389'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0351 ***********************************************************************
 LJ0351  SACS        -  This is a Secondary Airport Control Station.
 LJ0351  DESIGNATION -  GOTHPORT
 LJ0351  PID         -  LJ0351
 LJ0351  STATE/COUNTY-  NE/DAWSON
 LJ0351  COUNTRY     -  US
 LJ0351  USGS QUAD   -  GOTHENBURG (2017)
 LJ0351
 LJ0351                         *CURRENT SURVEY CONTROL
 LJ0351  ______________________________________________________________________
 LJ0351* NAD 83(2011) POSITION- 40 55 28.11004(N) 100 09 01.63825(W)   ADJUSTED
 LJ0351* NAD 83(2011) ELLIP HT-   755.859 (meters)        (06/27/12)   ADJUSTED
 LJ0351* NAD 83(2011) EPOCH   -  2010.00
 LJ0351* NAVD 88 ORTHO HEIGHT -   778.970 (meters)     2555.67  (feet) ADJUSTED
 LJ0351  ______________________________________________________________________
 LJ0351  GEOID HEIGHT    -        -23.112 (meters)                     GEOID18
 LJ0351  NAD 83(2011) X  -   -850,619.846 (meters)                     COMP
 LJ0351  NAD 83(2011) Y  - -4,751,115.398 (meters)                     COMP
 LJ0351  NAD 83(2011) Z  -  4,156,584.743 (meters)                     COMP
 LJ0351  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 LJ0351  DYNAMIC HEIGHT  -        778.512 (meters)     2554.17  (feet) COMP
 LJ0351  MODELED GRAVITY -    980,010.4   (mgal)                       NAVD 88
 LJ0351
 LJ0351  VERT ORDER      -  FIRST     CLASS II
 LJ0351
 LJ0351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0351  Standards:
 LJ0351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0351  -------------------------------------------------------------------
 LJ0351  NETWORK    0.39   0.96           0.18   0.13   0.49     -0.04338344
 LJ0351  -------------------------------------------------------------------
 LJ0351  Click here for local accuracies and other accuracy information.
 LJ0351
 LJ0351.This mark is at Quinn Field Airport (GTE)
 LJ0351
 LJ0351.The horizontal coordinates were established by GPS observations
 LJ0351.and adjusted by the National Geodetic Survey in June 2012.
 LJ0351
 LJ0351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0351.been affixed to the stable North American tectonic plate. See 
 LJ0351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0351
 LJ0351.The horizontal coordinates are valid at the epoch date displayed above
 LJ0351.which is a decimal equivalence of Year/Month/Day.
 LJ0351
 LJ0351.The orthometric height was determined by differential leveling and
 LJ0351.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0351.in June 1991.
 LJ0351
 LJ0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0351.GEOID18 height accuracy estimate available here.
 LJ0351
 LJ0351.Click photographs - Photos may exist for this station.
 LJ0351
 LJ0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0351
 LJ0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0351
 LJ0351.The ellipsoidal height was determined by GPS observations
 LJ0351.and is referenced to NAD 83.
 LJ0351
 LJ0351.The dynamic height is computed by dividing the NAVD 88
 LJ0351.geopotential number by the normal gravity value computed on the
 LJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0351.degrees latitude (g = 980.6199 gals.).
 LJ0351
 LJ0351.The modeled gravity was interpolated from observed gravity values.
 LJ0351
 LJ0351. The following values were computed from the NAD 83(2011) position.
 LJ0351
 LJ0351;                    North         East     Units Scale Factor Converg.
 LJ0351;SPC NE       -   121,157.137   487,330.682   MT  0.99970972   -0 05 58.9
 LJ0351;SPC NE       -   397,496.37  1,598,850.75   sFT  0.99970972   -0 05 58.9
 LJ0351;UTM  14      - 4,531,010.223   403,133.671   MT  0.99971549   -0 45 13.2
 LJ0351
 LJ0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0351!SPC NE       -   0.99988145  x   0.99970972  =   0.99959120
 LJ0351!UTM  14      -   0.99988145  x   0.99971549  =   0.99959697
 LJ0351
 LJ0351:                Primary Azimuth Mark                     Grid Az
 LJ0351:SPC NE       -  GOTHPORT AZ MK                           038 38 57.2
 LJ0351:UTM  14      -  GOTHPORT AZ MK                           039 18 11.5
 LJ0351
 LJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0313331010(NAD 83)
 LJ0351
 LJ0351|---------------------------------------------------------------------|
 LJ0351| PID    Reference Object                     Distance      Geod. Az  |
 LJ0351|                                                           dddmmss.s |
 LJ0351| LJ0352 GOTHPORT AZ MK                      APPROX. 0.7 KM 0383258.3 |
 LJ0351| LJ0350 L 426                               218.778 METERS 21144     |
 LJ0351|---------------------------------------------------------------------|
 LJ0351
 LJ0351                          SUPERSEDED SURVEY CONTROL
 LJ0351
 LJ0351  NAD 83(2007)-  40 55 28.10990(N)    100 09 01.63923(W) AD(2002.00) 0
 LJ0351  ELLIP H (02/10/07)  755.885  (m)                       GP(2002.00)    
 LJ0351  ELLIP H (01/11/02)  755.865  (m)                       GP(       ) 4 2
 LJ0351  NAD 83(1995)-  40 55 28.10958(N)    100 09 01.63868(W) AD(       ) 1
 LJ0351  ELLIP H (09/18/97)  755.913  (m)                       GP(       ) 4 2
 LJ0351  NAD 83(1995)-  40 55 28.10943(N)    100 09 01.63758(W) AD(       ) 1
 LJ0351  ELLIP H (08/18/97)  755.907  (m)                       GP(       ) 4 1
 LJ0351  NAD 83(1986)-  40 55 28.11606(N)    100 09 01.64179(W) AD(       ) 1
 LJ0351  NAVD 88 (09/18/97)  778.97   (m)  UNKNOWN  model used  GPS OBS        
 LJ0351  NGVD 29 (02/14/92)  778.666  (m)         2554.67   (f) ADJUSTED    1 2
 LJ0351  NGVD 29             778.67   (m)         2554.7    (f) LEVELING    3  
 LJ0351
 LJ0351.Superseded values are not recommended for survey control.
 LJ0351
 LJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0351.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0351
 LJ0351_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0351_STAMPING: GOTHPORT 1986
 LJ0351_MARK LOGO: NGS
 LJ0351_PROJECTION: FLUSH
 LJ0351_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0351+STABILITY: SURFACE MOTION
 LJ0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0351+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 LJ0351
 LJ0351  HISTORY     - Date     Condition        Report By
 LJ0351  HISTORY     - 1986     MONUMENTED       NGS
 LJ0351  HISTORY     - 19890417 GOOD             NGS
 LJ0351  HISTORY     - 19950802 GOOD             NGS
 LJ0351  HISTORY     - 19970730 GOOD             NGS
 LJ0351  HISTORY     - 20100901 GOOD             NEGS
 LJ0351  HISTORY     - 20200213 GOOD             NEGS
 LJ0351
 LJ0351                          STATION DESCRIPTION
 LJ0351
 LJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0351'IN GOTHENBURG.
 LJ0351'IN GOTHENBURG, AT THE MUNICIPAL AIRPORT (QUINN FIELD), AT THE JUNCTION
 LJ0351'OF THE MAIN NORTHEAST-SOUTHWEST RUNWAY AND THE TAXI STRIP, BETWEEN TWO
 LJ0351'WITNESS POSTS, 17.7 METERS (58 FT) NORTHWEST OF THE CENTER OF THE MAIN
 LJ0351'RUNWAY, 11.6 METERS (38 FT) NORTHEAST OF THE CENTER OF A TAXI STRIP
 LJ0351'AND 4.6 METERS (15 FT) WEST-NORTHWEST AND IN-LINE WITH THE MOST
 LJ0351'WEST-NORTHWEST 1 OF 2 RUNWAY LITES.
 LJ0351'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0351'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
 LJ0351
 LJ0351                          STATION RECOVERY (1989)
 LJ0351
 LJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0351'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST-SOUTHEAST OF
 LJ0351'GOTHENBURG, AT THE GOTHENBURG MUNICIPAL AIRPORT.
 LJ0351'OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, 1018 D, GOTHENBURG, NE 69138.
 LJ0351'AIRPORT MANAGER IS ROGER PEDEN, TELEPHONE IS 308-537-3034.
 LJ0351'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND STATE
 LJ0351'ROUTE 47, IN GOTHENBURG, GO 0.80 KM (0.50 MI) EAST ALONG STATE ROUTE
 LJ0351'30 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 LJ0351'ALONG THE ASPHALT ROAD TO A GREEN GATE ON THE RIGHT AT THE NORTHWEST
 LJ0351'CORNER OF THE AIRPORT OFFICE BUILDING COMPOUND.  TURN RIGHT AND PASS
 LJ0351'THROUGH THE GATE, THEN GO EAST BETWEEN TWO NORTHERN HANGARS, THEN
 LJ0351'SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY 03-21 AND A
 LJ0351'TAXIWAY APPROACH AND THE STATION ON THE LEFT BETWEEN TWO WITNESS
 LJ0351'POSTS.
 LJ0351'THE STATION MARK IS SET 17.7 M (58.1 FT) NORTHWEST OF THE CENTER OF
 LJ0351'THE RUNWAY, 11.6 M (38.1 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY
 LJ0351'APPROACH, 4.6 M (15.1 FT) WEST-NORTHWEST AND IN-LINE WITH THE MOST
 LJ0351'WEST-NORTHWEST 1 OF 2 RUNWAY LIGHTS AND FLUSH WITH THE SURFACE.
 LJ0351'DESCRIBED BY G.F.SMITH.
 LJ0351
 LJ0351                          STATION RECOVERY (1995)
 LJ0351
 LJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0351'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF WILLOW
 LJ0351'ISLAND, 0.5 MI (0.8 KM) EAST-SOUTHEAST OF GOTHENBURG, AT THE
 LJ0351'GOTHENBURG/QUINN FIELD AND AT THE JUNCTION OF THE PAVED RUNWAY AND A
 LJ0351'CONNECTOR TAXIWAY.  OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, PO BOX
 LJ0351'482, GOTHENBURG NE 69138.  AIRPORT MANAGER IS ROGER PEDEN, PHONE (308)
 LJ0351'537-3034.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND
 LJ0351'STATE HIGHWAY 47 (STATE HIGHWAY PASSES OVER US HIGHWAY) IN GOTHENBURG,
 LJ0351'GO EASTERLY ON US HIGHWAY 30 FOR 0.35 MI (0.56 KM) TO A PAVED ROAD
 LJ0351'LEFT, TURN LEFT AND GO NORTH ON AVENUE L FOR 0.3 MI (0.5 KM) TO AN
 LJ0351'INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD
 LJ0351'FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE TURN RIGHT AND GO
 LJ0351'SOUTHWEST FOLLOWING THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A TAXIWAY
 LJ0351'LEFT, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 100 FT (30.5 M) TO
 LJ0351'A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.05 MI
 LJ0351'(0.08 KM) TO A CONNECTOR TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON
 LJ0351'THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE
 LJ0351'STATION ON THE LEFT.  THE STATION PROJECTS 3 CM ABOVE GROUND.  LOCATED
 LJ0351'58.3 FT (17.8 M) NORTHWEST OF THE RUNWAY CENTER, 38.5 FT (11.7 M)
 LJ0351'NORTHEAST OF THE TAXIWAY CENTER, 20.2 FT (6.2 M) NORTHWEST OF THE MOST
 LJ0351'NORTHWESTERLY OF TWO TAXIWAY LIGHTS, 15.4 FT (4.7 M) NORTH OF A
 LJ0351'TAXIWAY LIGHT AND 1.0 FT (0.3 M) SOUTHWEST OF A SHORT WITNESS POST.
 LJ0351'THIS STATION TO BE USED AS SACS.
 LJ0351
 LJ0351                          STATION RECOVERY (1997)
 LJ0351
 LJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0351'RECOVERED AS DESCRIBED
 LJ0351
 LJ0351                          STATION RECOVERY (2010)
 LJ0351
 LJ0351'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0351'5/8 INCH REBAR DRIVEN ON THE NORTH SIDE OF MARK.
 LJ0351
 LJ0351                          STATION RECOVERY (2020)
 LJ0351
 LJ0351'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LJ0351'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 47
 LJ0351'(STATE HIGHWAY PASSES OVER US HIGHWAY) IN GOTHENBURG, GO EASTERLY ON
 LJ0351'US HIGHWAY 30 FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT.  TURN LEFT
 LJ0351'AND GO NORTH ON AVENUE L FOR 0.3 MI (0.5 KM) TO AN INTERSECTION.  TURN
 LJ0351'RIGHT AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 LJ0351'KM) TO A GATE, PASS THROUGH THE GATE.  TURN RIGHT AND GO SOUTHWEST
 LJ0351'FOLLOWING THE GRAVEL ROAD FOR 0.05 MI.  (0.08 KM) TO A TAXIWAY LEFT.
 LJ0351'TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 100 FT (30.5 M) TO A
 LJ0351'TAXIWAY.  TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.05 MI.
 LJ0351'(0.08 KM) TO A CONNECTOR TAXIWAY LEFT.  TURN LEFT AND GO SOUTHEAST ON
 LJ0351'THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE MARK
 LJ0351'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0352 ***********************************************************************
 LJ0352  SACS        -  This is a Secondary Airport Control Station.
 LJ0352  DESIGNATION -  GOTHPORT AZ MK
 LJ0352  PID         -  LJ0352
 LJ0352  STATE/COUNTY-  NE/DAWSON
 LJ0352  COUNTRY     -  US
 LJ0352  USGS QUAD   -  GOTHENBURG (2017)
 LJ0352
 LJ0352                         *CURRENT SURVEY CONTROL
 LJ0352  ______________________________________________________________________
 LJ0352* NAD 83(2011) POSITION- 40 55 45.02527(N) 100 08 43.86570(W)   ADJUSTED
 LJ0352* NAD 83(2011) ELLIP HT-   756.646 (meters)        (06/27/12)   ADJUSTED
 LJ0352* NAD 83(2011) EPOCH   -  2010.00
 LJ0352* NAVD 88 ORTHO HEIGHT -   779.727 (meters)     2558.15  (feet) ADJUSTED
 LJ0352  ______________________________________________________________________
 LJ0352  GEOID HEIGHT    -        -23.103 (meters)                     GEOID18
 LJ0352  NAD 83(2011) X  -   -850,150.354 (meters)                     COMP
 LJ0352  NAD 83(2011) Y  - -4,750,852.735 (meters)                     COMP
 LJ0352  NAD 83(2011) Z  -  4,156,979.550 (meters)                     COMP
 LJ0352  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LJ0352  DYNAMIC HEIGHT  -        779.270 (meters)     2556.66  (feet) COMP
 LJ0352  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 LJ0352
 LJ0352  VERT ORDER      -  FIRST     CLASS II
 LJ0352
 LJ0352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0352  Standards:
 LJ0352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0352  -------------------------------------------------------------------
 LJ0352  NETWORK    0.43   0.96           0.20   0.14   0.49     -0.04360695
 LJ0352  -------------------------------------------------------------------
 LJ0352  Click here for local accuracies and other accuracy information.
 LJ0352
 LJ0352.This mark is at Quinn Field Airport (GTE)
 LJ0352
 LJ0352.The horizontal coordinates were established by GPS observations
 LJ0352.and adjusted by the National Geodetic Survey in June 2012.
 LJ0352
 LJ0352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0352.been affixed to the stable North American tectonic plate. See 
 LJ0352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0352
 LJ0352.The horizontal coordinates are valid at the epoch date displayed above
 LJ0352.which is a decimal equivalence of Year/Month/Day.
 LJ0352
 LJ0352.The orthometric height was determined by differential leveling and
 LJ0352.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0352.in June 1991.
 LJ0352
 LJ0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0352.GEOID18 height accuracy estimate available here.
 LJ0352
 LJ0352.Click photographs - Photos may exist for this station.
 LJ0352
 LJ0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0352
 LJ0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0352
 LJ0352.The ellipsoidal height was determined by GPS observations
 LJ0352.and is referenced to NAD 83.
 LJ0352
 LJ0352.The dynamic height is computed by dividing the NAVD 88
 LJ0352.geopotential number by the normal gravity value computed on the
 LJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0352.degrees latitude (g = 980.6199 gals.).
 LJ0352
 LJ0352.The modeled gravity was interpolated from observed gravity values.
 LJ0352
 LJ0352. The following values were computed from the NAD 83(2011) position.
 LJ0352
 LJ0352;                    North         East     Units Scale Factor Converg.
 LJ0352;SPC NE       -   121,678.073   487,747.272   MT  0.99970889   -0 05 47.2
 LJ0352;SPC NE       -   399,205.48  1,600,217.51   sFT  0.99970889   -0 05 47.2
 LJ0352;UTM  14      - 4,531,526.372   403,556.184   MT  0.99971448   -0 45 01.9
 LJ0352
 LJ0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0352!SPC NE       -   0.99988133  x   0.99970889  =   0.99959025
 LJ0352!UTM  14      -   0.99988133  x   0.99971448  =   0.99959584
 LJ0352
 LJ0352:                Primary Azimuth Mark                     Grid Az
 LJ0352:SPC NE       -  GOTHPORT                                 218 38 57.2
 LJ0352:UTM  14      -  GOTHPORT                                 219 18 11.9
 LJ0352
 LJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0355631526(NAD 83)
 LJ0352
 LJ0352|---------------------------------------------------------------------|
 LJ0352| PID    Reference Object                     Distance      Geod. Az  |
 LJ0352|                                                           dddmmss.s |
 LJ0352| LJ0351 GOTHPORT                            APPROX. 0.7 KM 2183310.0 |
 LJ0352|---------------------------------------------------------------------|
 LJ0352
 LJ0352                          SUPERSEDED SURVEY CONTROL
 LJ0352
 LJ0352  NAD 83(2007)-  40 55 45.02513(N)    100 08 43.86667(W) AD(2002.00) 0
 LJ0352  ELLIP H (02/10/07)  756.671  (m)                       GP(2002.00)    
 LJ0352  ELLIP H (01/11/02)  756.652  (m)                       GP(       ) 4 2
 LJ0352  NAD 83(1995)-  40 55 45.02481(N)    100 08 43.86613(W) AD(       ) 1
 LJ0352  ELLIP H (09/18/97)  756.700  (m)                       GP(       ) 4 2
 LJ0352  NAD 83(1995)-  40 55 45.02484(N)    100 08 43.86523(W) AD(       ) 3
 LJ0352  ELLIP H (08/18/97)  756.678  (m)                       GP(       ) 4 1
 LJ0352  NAD 83(1986)-  40 55 45.03142(N)    100 08 43.86947(W) AD(       ) 3
 LJ0352  NAVD 88 (09/18/97)  779.75   (m)  UNKNOWN  model used  GPS OBS        
 LJ0352  NGVD 29 (02/14/92)  779.423  (m)         2557.16   (f) ADJUSTED    1 2
 LJ0352  NGVD 29             779.43   (m)         2557.2    (f) LEVELING    3  
 LJ0352
 LJ0352.Superseded values are not recommended for survey control.
 LJ0352
 LJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0352.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0352
 LJ0352_MARKER: DZ = AZIMUTH MARK DISK
 LJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0352_STAMPING: GOTHPORT 1986
 LJ0352_MARK LOGO: NGS
 LJ0352_PROJECTION: FLUSH
 LJ0352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0352+STABILITY: SURFACE MOTION
 LJ0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0352+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 LJ0352
 LJ0352  HISTORY     - Date     Condition        Report By
 LJ0352  HISTORY     - 1986     MONUMENTED       NGS
 LJ0352  HISTORY     - 19890417 GOOD             NGS
 LJ0352  HISTORY     - 19950802 GOOD             NGS
 LJ0352  HISTORY     - 19970730 GOOD             NGS
 LJ0352  HISTORY     - 20100901 GOOD             NEGS
 LJ0352
 LJ0352                          STATION DESCRIPTION
 LJ0352
 LJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0352'IN GOTHENBURG.
 LJ0352'IN GOTHENBURG, AT THE MUNICIPAL AIRPORT (QUINN FIELD), AT THE EXTREME
 LJ0352'NORTHWEST CORNER OF THE MAIN NORTHEAST-SOUTHWEST CONCRETE RUNWAY,
 LJ0352'BETWEEN TWO WITNESS POSTS, 16.2 METERS (53 FT) NORTHWEST OF THE
 LJ0352'EXTENDED CENTER OF THE MAIN CONCRETE RUNWAY, 5.5 METERS (18 FT)
 LJ0352'NORTHWEST AND IN-LINE WITH THE MOST NORTHWEST 1 OF 6 END RUNWAY LITES
 LJ0352'AND 9.1 METERS (29.7 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 LJ0352'THE CONCRETE RUNWAY.
 LJ0352'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LJ0352'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 LJ0352
 LJ0352                          STATION RECOVERY (1989)
 LJ0352
 LJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0352'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST-SOUTHEAST OF
 LJ0352'GOTHENBURG, AT THE GOTHENBURG MUNICIPAL AIRPORT.
 LJ0352'OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, 1018 D, GOTHENBURG, NE 69138.
 LJ0352'AIRPORT MANAGER IS ROGER PEDEN, TELEPHONE IS 308-537-3034.
 LJ0352'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND STATE
 LJ0352'ROUTE 47, IN GOTHENBURG, GO 0.80 KM (0.50 MI) EAST ALONG STATE ROUTE
 LJ0352'30 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 LJ0352'ALONG THE ASPHALT ROAD TO A GREEN GATE ON THE RIGHT AT THE NORTHWEST
 LJ0352'CORNER OF THE AIRPORT OFFICE BUILDING COMPOUND.  TURN RIGHT AND PASS
 LJ0352'THROUGH THE GATE, THEN GO EAST BETWEEN TWO NORTHERN HANGARS, THEN
 LJ0352'SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY 03-21 AND A
 LJ0352'TAXIWAY APPROACH.  TURN LEFT AND GO NORTHEAST, KEEPING ON THE GRASS,
 LJ0352'ALONG THE NORTHWEST EDGE OF THE RUNWAY FOR 0.81 KM (0.50 MI) TO THE
 LJ0352'NORTH CORNER OF RUNWAY END 21 AND THE STATION BETWEEN TWO WITNESS
 LJ0352'POSTS.
 LJ0352'THE STATION MARK IS SET 16.2 M (53.1 FT) NORTHWEST OF THE EXTENDED
 LJ0352'CENTERLINE OF THE RUNWAY, 9.1 M (29.9 FT) NORTH-NORTHWEST OF THE
 LJ0352'NORTHWEST CORNER OR THE RUNWAY, 5.5 M (18.0 FT) NORTHWEST AND IN-LINE
 LJ0352'WITH THE MOST NORTHWEST 1 OF 6 RUNWAY END LIGHTS AND FLUSH WITH THE
 LJ0352'SURFACE.
 LJ0352'DESCRIBED BY G.F.SMITH.
 LJ0352
 LJ0352                          STATION RECOVERY (1995)
 LJ0352
 LJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0352'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF WILLOW
 LJ0352'ISLAND, 0.5 MI (0.8 KM) EAST-SOUTHEAST OF GOTHENBURG, AT THE
 LJ0352'GOTHENBURG/QUINN FIELD AND NEAR THE APPROACH END OF RUNWAY 14 AND IN
 LJ0352'LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--GOTHENBURG AIRPORT
 LJ0352'AUTHORITY, PO BOX 482, GOTHENBURG NE 69138.  AIRPORT MANAGER IS ROGER
 LJ0352'PEDEN, PHONE (308) 537-3034.  TO REACH THE STATION FROM THE JUNCTION
 LJ0352'OF US HIGHWAY 30 AND STATE HIGHWAY 47 (STATE HIGHWAY PASSES OVER US
 LJ0352'HIGHWAY) IN GOTHENBURG, GO EASTERLY ON US HIGHWAY 30 FOR 0.35 MI (0.56
 LJ0352'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON AVENUE L FOR 0.3
 LJ0352'MI (0.5 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON THE
 LJ0352'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH
 LJ0352'GATE TURN RIGHT AND GO SOUTHWEST FOLLOWING THE GRAVEL ROAD FOR 0.05 MI
 LJ0352'(0.08 KM) TO A TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY
 LJ0352'FOR 100 FT (30.5 M) TO A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ON THE
 LJ0352'TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY LEFT, TURN LEFT
 LJ0352'AND GO SOUTHEAST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 LJ0352'RUNWAY, TURN LEFT AND GO NORTHEAST ON THE RUNWAY FOR 0.4 MI (0.6 KM)
 LJ0352'TO THE RUNWAY END AND THE STATION ON THE LEFT.  THE STATION IS 52.8 FT
 LJ0352'(16.1 M) NORTHWEST OF THE EXTENDED RUNWAY CENTER, 29.4 FT (9.0 M)
 LJ0352'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY PAVEMENT, 17.8
 LJ0352'FT (5.4 M) NORTHWEST OF THE MOST NORTHWEST ONE OF SIX THRESHOLD
 LJ0352'LIGHTS, 1.1 FT (0.3 M) WEST OF A WITNESS POST AND 1.0 FT (0.3 M) EAST
 LJ0352'OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 LJ0352
 LJ0352                          STATION RECOVERY (1997)
 LJ0352
 LJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0352'RECOVERED AS DESCRIBED
 LJ0352
 LJ0352                          STATION RECOVERY (2010)
 LJ0352
 LJ0352'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0352'5/8 INCH REBAR DRIVEN ON THE NORTH SIDE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1411 ***********************************************************************
 LF1411  DESIGNATION -  GOWART AZ MK
 LF1411  PID         -  LF1411
 LF1411  STATE/COUNTY-  NE/OTOE
 LF1411  COUNTRY     -  US
 LF1411  USGS QUAD   -  JULIAN (2017)
 LF1411
 LF1411                         *CURRENT SURVEY CONTROL
 LF1411  ______________________________________________________________________
 LF1411* NAD 83(1995) POSITION- 40 36 19.74628(N) 095 49 20.47024(W)   NO CHECK
 LF1411* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 LF1411  ______________________________________________________________________
 LF1411  GEOID HEIGHT    -        -29.463 (meters)                     GEOID18
 LF1411  LAPLACE CORR    -         -8.07  (seconds)                    DEFLEC18
 LF1411  HORZ ORDER      -  THIRD
 LF1411
 LF1411.The horizontal coordinates were established by classical geodetic methods
 LF1411.and adjusted by the National Geodetic Survey in August 1997.
 LF1411
 LF1411.No horizontal observational check was made to the station.
 LF1411
 LF1411.The orthometric height was scaled from a topographic map.
 LF1411
 LF1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1411.GEOID18 height accuracy estimate available here.
 LF1411
 LF1411.Click photographs - Photos may exist for this station.
 LF1411
 LF1411.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1411
 LF1411. The following values were computed from the NAD 83(1995) position.
 LF1411
 LF1411;                    North         East     Units Scale Factor Converg.
 LF1411;SPC NE       -    94,270.365   853,359.554   MT  0.99978101   +2 46 06.6
 LF1411;SPC NE       -   309,285.36  2,799,730.47   sFT  0.99978101   +2 46 06.6
 LF1411;UTM  15      - 4,498,793.164   261,211.208   MT  1.00030191   -1 50 16.0
 LF1411
 LF1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1411!SPC NE       -   0.99995080  x   0.99978101  =   0.99973182
 LF1411!UTM  15      -   0.99995080  x   1.00030191  =   1.00025270
 LF1411
 LF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6121198793(NAD 83)
 LF1411
 LF1411                          SUPERSEDED SURVEY CONTROL
 LF1411
 LF1411  NAD 83(1986)-  40 36 19.75285(N)    095 49 20.46562(W) AD(       ) 3
 LF1411  NAD 27      -  40 36 19.75738(N)    095 49 19.46151(W) AD(       ) 3
 LF1411
 LF1411.Superseded values are not recommended for survey control.
 LF1411
 LF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1411.See file dsdata.pdf to determine how the superseded data were derived.
 LF1411
 LF1411_MARKER: DZ = AZIMUTH MARK DISK
 LF1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1411_STAMPING: GOWART 1934
 LF1411_MARK LOGO: CGS
 LF1411_PROJECTION: FLUSH
 LF1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1411+STABILITY: SURFACE MOTION
 LF1411
 LF1411  HISTORY     - Date     Condition        Report By
 LF1411  HISTORY     - 1934     MONUMENTED       CGS
 LF1411
 LF1411                          STATION DESCRIPTION
 LF1411
 LF1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1411'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHEAST OF JULIAN,
 LF1411'5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF NEBRASKA CITY AND 4.0 MI (6.4 KM)
 LF1411'EAST OF PAUL.
 LF1411'
 LF1411'IT IS SET IN THE TOP OF A 12 INCH (30 CM) SQUARE CONCRETE POST, 20 FT
 LF1411'(6.1 M) EAST OF THE CENTER OF A GRAVELED ROAD, 3 FT (0.9 M)
 LF1411'NORTH-NORTHWEST OF A POWER POLE AND 1 FT (0.3 M) SOUTH OF A METAL
 LF1411'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1408 ***********************************************************************
 LF1408  DESIGNATION -  GOWART RESET
 LF1408  PID         -  LF1408
 LF1408  STATE/COUNTY-  NE/OTOE
 LF1408  COUNTRY     -  US
 LF1408  USGS QUAD   -  JULIAN (2017)
 LF1408
 LF1408                         *CURRENT SURVEY CONTROL
 LF1408  ______________________________________________________________________
 LF1408* NAD 83(1995) POSITION- 40 36 26.94642(N) 095 48 31.87336(W)   ADJUSTED
 LF1408* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 LF1408  ______________________________________________________________________
 LF1408  GEOID HEIGHT    -        -29.513 (meters)                     GEOID18
 LF1408  LAPLACE CORR    -         -8.35  (seconds)                    DEFLEC18
 LF1408  HORZ ORDER      -  FIRST
 LF1408
 LF1408.The horizontal coordinates were established by classical geodetic methods
 LF1408.and adjusted by the National Geodetic Survey in August 1997.
 LF1408
 LF1408.The orthometric height was scaled from a topographic map.
 LF1408
 LF1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1408.GEOID18 height accuracy estimate available here.
 LF1408
 LF1408.Click photographs - Photos may exist for this station.
 LF1408
 LF1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1408
 LF1408. The following values were computed from the NAD 83(1995) position.
 LF1408
 LF1408;                    North         East     Units Scale Factor Converg.
 LF1408;SPC NE       -    94,547.413   854,489.704   MT  0.99978046   +2 46 38.9
 LF1408;SPC NE       -   310,194.30  2,803,438.30   sFT  0.99978046   +2 46 38.9
 LF1408;UTM  15      - 4,498,978.651   262,360.551   MT  1.00029517   -1 49 44.6
 LF1408
 LF1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1408!SPC NE       -   0.99994940  x   0.99978046  =   0.99972987
 LF1408!UTM  15      -   0.99994940  x   1.00029517  =   1.00024455
 LF1408
 LF1408:                Primary Azimuth Mark                     Grid Az
 LF1408:SPC NE       -  GOWART AZ MK                             256 13 33.2
 LF1408:UTM  15      -  GOWART AZ MK                             260 49 56.7
 LF1408
 LF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6236098978(NAD 83)
 LF1408
 LF1408|---------------------------------------------------------------------|
 LF1408| PID    Reference Object                     Distance      Geod. Az  |
 LF1408|                                                           dddmmss.s |
 LF1408| CL6570 GOWART RM 1                                        03211     |
 LF1408| LF1399 SIDNEY MUNICIPAL TANK               APPROX.20.3 KM 0400818.4 |
 LF1408| LF1410 GOWART RM 4                         356.074 METERS 04042     |
 LF1408| LF1367 PERU MUNICIPAL TANK                 APPROX.16.0 KM 1564843.6 |
 LF1408| CL6571 GOWART RM 2                                        18926     |
 LF1408| LF1393 JOHNSON MUNICIPAL TANK              APPROX.26.8 KM 2163432.1 |
 LF1408| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX.11.1 KM 2542900.3 |
 LF1408| LF1411 GOWART AZ MK                        APPROX. 1.2 KM 2590012.1 |
 LF1408| LF1404 NEBRASKA CITY WILSON PACK TANK      APPROX. 8.4 KM 3203937.0 |
 LF1408| LF1406 NEBRASKA CITY M GREGSON TANK        APPROX. 8.2 KM 3235205.8 |
 LF1408| LF1403 NEBRASKA CITY MUNICIPAL TANK        APPROX. 9.0 KM 3270901.5 |
 LF1408| CL6572 GOWART RM 3                                        34320     |
 LF1408|---------------------------------------------------------------------|
 LF1408
 LF1408                          SUPERSEDED SURVEY CONTROL
 LF1408
 LF1408  NAD 83(1986)-  40 36 26.95299(N)    095 48 31.86874(W) AD(       ) 1
 LF1408  NAD 27      -  40 36 26.95700(N)    095 48 30.86600(W) AD(       ) 1
 LF1408
 LF1408.Superseded values are not recommended for survey control.
 LF1408
 LF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1408.See file dsdata.pdf to determine how the superseded data were derived.
 LF1408
 LF1408_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1408_STAMPING: GOWART 1934 1976
 LF1408_MARK LOGO: NGS
 LF1408_PROJECTION: RECESSED 86 CENTIMETERS
 LF1408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LF1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1408+STABILITY: SURFACE MOTION
 LF1408
 LF1408  HISTORY     - Date     Condition        Report By
 LF1408  HISTORY     - 1934     MONUMENTED       CGS
 LF1408  HISTORY     - 1947     GOOD             CGS
 LF1408  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LF1408
 LF1408                          STATION DESCRIPTION
 LF1408
 LF1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1408'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF NEBRASKA CITY AND
 LF1408'ABOUT 17 MILES NORTH OF AUBURN, IN THE NORTHWEST QUARTER OF SEC.
 LF1408'2, T. 7 N., R. 14 E., ON A CULTIVATED HILL ABOUT 2 MILES WEST OF
 LF1408'THE MISSOURI RIVER, ON THE HIGHEST POINT IN THE VICINITY, IN A
 LF1408'CORN FIELD 200 YARDS NORTH OF A FENCE CORNER AND SET 12 INCHES
 LF1408'BELOW THE SURFACE.  SURFACE AND UNDERGROUND MARKS ARE SET AS
 LF1408'DESCRIBED.
 LF1408'
 LF1408'TO REACH FROM AUBURN, GO NORTH ON U.S. HIGHWAY 75 FOR 14.75
 LF1408'MILES, THEN EAST ON GRAVEL ROAD 2 MILES, NORTH ON GRAVEL ROAD
 LF1408'0.75 MILE, EAST 0.55 MILE TO GATE, PASS THROUGH GATE AND FOLLOW
 LF1408'FIELD ROAD ABOUT 0.3 MILE NORTH TO TOP OF HILL AND STATION.
 LF1408'
 LF1408'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION 175 YARDS,
 LF1408'ON NORTH EDGE OF A CULTIVATED FIELD AND PROJECTS 2 INCHES ABOVE
 LF1408'SURFACE.
 LF1408'
 LF1408'REFERENCE MARK NO. 2 IS NORTH OF STATION 190 YARDS IN
 LF1408'FENCE CORNER.
 LF1408'
 LF1408'MARKS COULD NOT BE MEASURED CLOSER AS IT WAS NECESSARY TO TAPE
 LF1408'OVER CORN FIELD AND ON A SLOPE.
 LF1408'
 LF1408'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF
 LF1408'STATION ON EAST SIDE OF NORTH-AND-SOUTH ROAD AND ALONG
 LF1408'NORTH-AND-SOUTH FENCE LINE.
 LF1408'
 LF1408'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 LF1408
 LF1408                          STATION RECOVERY (1947)
 LF1408
 LF1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1408'THE STATION WAS RECOVERED SUBSTANTIALLY AS DESCRIBED AND ALL MARKS
 LF1408'FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE NOT
 LF1408'CHECKED DUE TO PRESENT GROWTH OF CORN IN FIELD.  DISTANCE TO
 LF1408'AZIMUTH MARK CHANGED TO CONFORM MORE CLOSELY TO ACTUAL MILEAGE.
 LF1408'
 LF1408'THE STATION IS LOCATED ABOUT 16 MILES NORTH AND 3 MILES EAST OF
 LF1408'AUBURN AND 4-1/2 MILES SOUTH AND 3 MILES EAST OF NEBRASKA CITY
 LF1408'NEAR THE HIGHEST POINT OF A CULTIVATED HILL AND ABOUT 200 YARDS
 LF1408'NORTH OF A FENCE CORNER.  THE MARK IS SET ABOUT 12 INCHES BELOW
 LF1408'THE SURFACE OF THE GROUND AND IS STAMPED GOWART 1934.
 LF1408'
 LF1408'REFERENCE MARK NO. 1 IS ABOUT 175 YARDS (NOT CHECKED) NORTHEAST OF
 LF1408'THE STATION IN CULTIVATED AREA OF THE FIELD.  THE MARK PROJECTS
 LF1408'ABOUT 3 INCHES AND THE DISK IS STAMPED GOWART NO 1 1934.
 LF1408'
 LF1408'REFERENCE MARK NO. 2 IS ABOUT 190 YARDS (NOT CHECKED) SOUTH OF
 LF1408'THE STATION AT A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES
 LF1408'AND THE DISK IS STAMPED GOWART NO 2 1934.
 LF1408'
 LF1408'THE AZIMUTH MARK IS ABOUT 0.8 MILE WEST OF THE STATION ON EAST
 LF1408'SIDE OF A NORTH-SOUTH ROAD, ABOUT 10 FEET NORTH OF NORTH GATE POST
 LF1408'OF A WIRE GATE AND 1 FOOT EAST OF FENCELINE.  THE MARK IS FLUSH
 LF1408'WITH THE GROUND AND THE DISK IS STAMPED GOWART 1934.
 LF1408'
 LF1408'TO REACH THE STATION FROM THE RAILROAD OVERPASS JUST NORTH OF
 LF1408'AUBURN GO NORTH ON U.S. HIGHWAYS 73 AND 75 FOR 14.55 MILES TO
 LF1408'CROSSROADS AND SIGN READING LURTON 9 PAUL 2.  TURN RIGHT HERE ON
 LF1408'GRAVELED ROAD AND GO EAST FOR 2.0 MILES TO CROSSROAD, TURN LEFT
 LF1408'HERE AND GO 0.5 MILE NORTH TO T ROAD RIGHT, TURN RIGHT AND GO
 LF1408'0.55 MILE EAST TO FIELD ROAD ON LEFT AT GATE, TURN LEFT AND GO
 LF1408'0.35 MILE NORTH ALONG FENCE AND BETWEEN FIELDS THEN LEAVE FIELD
 LF1408'ROAD AND BEAR RIGHT FOR 75 YARDS ACROSS CULTIVATED FIELD TO
 LF1408'STATION AS DESCRIBED.
 LF1408'
 LF1408'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LF1408
 LF1408                          STATION RECOVERY (1976)
 LF1408
 LF1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LF1408'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LF1408'GOOD CONDITION.  THE PROPERTY OWNER THIS DATE STATED THAT THE
 LF1408'PREVIOUS PROPERTY OWNER HAD HIT THE STATION MARK WITH FARM
 LF1408'MACHINERY AND HAD REMOVED THE STATION MARKS FROM THE AREA.
 LF1408'REFERENCE MARK 1 WAS NOT FOUND.  NEW STATION MARKS WERE SET IN THE
 LF1408'ORIGINAL LOCATION BY THE DISTANCE AND DIRECTION METHOD.
 LF1408'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 LF1408'
 LF1408'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LF1408'
 LF1408'THE STATION IS LOCATED ABOUT 16 MILES NORTH AND 3 MILES EAST OF
 LF1408'AUBURN AND 4.5 MILES SOUTH AND 3 MILES EAST OF NEBRASKA CITY, NEAR
 LF1408'THE HIGHEST POINT IN A FIELD UNDER-CULTIVATION, IN THE NORTHEAST
 LF1408'QUARTER OF SECTION 2, T 7 N, R 14 E, OWNED BY MR. TIMOTHY CROOK,
 LF1408'NEBRASKA CITY, NEBRASKA.
 LF1408'
 LF1408'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 75 AND 73 AND
 LF1408'STATE HIGHWAY 2 IN NEBRASKA CITY, GO SOUTH ON HIGHWAYS 75 AND 73
 LF1408'FOR 5.4 MILES TO A CROSSROAD AND SIGN LORTON 9, TURN LEFT AND GO
 LF1408'EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT
 LF1408'AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD ON
 LF1408'THE RIGHT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE
 LF1408'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON THE
 LF1408'GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 LF1408'RIGHT AND GO EASTERLY ON A GRAVELED AND DIRT ROAD FOR 0.8 MILE
 LF1408'TO A GATE ON RIGHT AT ENTRANCE INTO FIELD AND REFERENCE MARK
 LF1408'3 EAST OF THE GATE, TURN RIGHT, PASS THROUGH THE GATE AND GO
 LF1408'SOUTHERLY ACROSS FIELD FOR ABOUT 0.2 MILE TO THE STATION.
 LF1408'
 LF1408'THE STATION MARKS ARE STANDARD DISKS STAMPED GOWART 1934 1976.  THE
 LF1408'SURFACE DISK IS SET IN THE TOP OF A 20 INCH ROUND CONCRETE POST THAT
 LF1408'IS 34 INCHES BELOW THE GROUND SURFACE.  IT IS NEAR THE HIGHEST
 LF1408'POINT IN THE FIELD UNDER-CULTIVATION AND TERRACED.  THE UNDERGROUND
 LF1408'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 LF1408'GROUND SURFACE.  NOTE--A 3/4 INCH REBAR WAS PLACED IN THE
 LF1408'CONCRETE OF THE SURFACE STATION MARK.
 LF1408'
 LF1408'REFERENCE MARK 3 IS AN ALUMINUM MARK STAMPED GOWART 1934 NO 3
 LF1408'1976.  IT IS A 4 INCH CAST ALUMINUM REFERENCE MARK THAT PROJECTS 4
 LF1408'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE CENTER
 LF1408'OF THE DIRT ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT WEST OF A
 LF1408'METAL WITNESS POST.
 LF1408'
 LF1408'REFERENCE MARK 4 IS A 4 INCH CAST ALUMINUM REFERENCE MARK STAMPED,
 LF1408'GOWART 1934 NO 4 1976, AND PROJECTS 4 INCHES ABOVE THE GROUND
 LF1408'SURFACE.  IT IS AT THE EAST EDGE OF THE FIELD AND AT A TIMBERLINE,
 LF1408'8 FEET WEST OF A FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS
 LF1408'POST.
 LF1408'
 LF1408'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOWART 1934, SET IN THE
 LF1408'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 LF1408'GROUND SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF A GRAVELED
 LF1408'ROAD, 3 FEET NORTH-NORTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A
 LF1408'METAL WITNESS POST.
 LF1408'
 LF1408'NOTE--A 3/4 INCH REBAR 3 FEET LONG WAS DRIVEN INTO THE GROUND
 LF1408'BESIDE THE MARK.
 LF1408'
 LF1408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MI. S AND
 LF1408'3 MI. E OF NEBRASKA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1410 ***********************************************************************
 LF1410  DESIGNATION -  GOWART RM 4
 LF1410  PID         -  LF1410
 LF1410  STATE/COUNTY-  NE/OTOE
 LF1410  COUNTRY     -  US
 LF1410  USGS QUAD   -  JULIAN (2017)
 LF1410
 LF1410                         *CURRENT SURVEY CONTROL
 LF1410  ______________________________________________________________________
 LF1410* NAD 83(1995) POSITION- 40 36 35.69822(N) 095 48 21.99668(W)   NO CHECK
 LF1410* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 LF1410  ______________________________________________________________________
 LF1410  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 LF1410  LAPLACE CORR    -         -8.40  (seconds)                    DEFLEC18
 LF1410  HORZ ORDER      -  THIRD
 LF1410
 LF1410.The horizontal coordinates were established by classical geodetic methods
 LF1410.and adjusted by the National Geodetic Survey in August 1997.
 LF1410
 LF1410.No horizontal observational check was made to the station.
 LF1410
 LF1410.The orthometric height was scaled from a topographic map.
 LF1410
 LF1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1410.GEOID18 height accuracy estimate available here.
 LF1410
 LF1410.Click photographs - Photos may exist for this station.
 LF1410
 LF1410.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1410
 LF1410. The following values were computed from the NAD 83(1995) position.
 LF1410
 LF1410;                    North         East     Units Scale Factor Converg.
 LF1410;SPC NE       -    94,828.249   854,708.484   MT  0.99977981   +2 46 45.4
 LF1410;SPC NE       -   311,115.68  2,804,156.08   sFT  0.99977981   +2 46 45.4
 LF1410;UTM  15      - 4,499,241.143   262,601.303   MT  1.00029376   -1 49 38.5
 LF1410
 LF1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1410!SPC NE       -   0.99995113  x   0.99977981  =   0.99973095
 LF1410!UTM  15      -   0.99995113  x   1.00029376  =   1.00024487
 LF1410
 LF1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6260199241(NAD 83)
 LF1410
 LF1410                          SUPERSEDED SURVEY CONTROL
 LF1410
 LF1410  NAD 83(1986)-  40 36 35.70479(N)    095 48 21.99207(W) AD(       ) 3
 LF1410  NAD 27      -  40 36 35.70877(N)    095 48 20.98940(W) AD(       ) 3
 LF1410
 LF1410.Superseded values are not recommended for survey control.
 LF1410
 LF1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1410.See file dsdata.pdf to determine how the superseded data were derived.
 LF1410
 LF1410_MARKER: DR = REFERENCE MARK DISK
 LF1410_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1410+WITH SETTING: INFORMATION.
 LF1410_STAMPING: GOWART 1934 NO 4 1976
 LF1410_MARK LOGO: NGS
 LF1410_PROJECTION: PROJECTING 10 CENTIMETERS
 LF1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1410
 LF1410  HISTORY     - Date     Condition        Report By
 LF1410  HISTORY     - 1976     MONUMENTED       NGS
 LF1410
 LF1410                          STATION DESCRIPTION
 LF1410
 LF1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LF1410'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTH-NORTHEAST OF JULIAN,
 LF1410'5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF NEBRASKA CITY AND 4.9 MI (7.8 KM)
 LF1410'EAST-NORTHEAST OF PAUL.
 LF1410'
 LF1410'IT IS A 4 INCH CAST ALUMINUM REFERENCE MARK AT THE EAST EDGE OF THE
 LF1410'FIELD AND AT A TIMBERLINE, 8 FEET WEST OF A FENCELINE AND 1 FOOT SOUTH
 LF1410'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0404 ***********************************************************************
 MN0404  DESIGNATION -  GRAFF
 MN0404  PID         -  MN0404
 MN0404  STATE/COUNTY-  NE/GARDEN
 MN0404  COUNTRY     -  US
 MN0404  USGS QUAD   -  MCCARTY LAKE (2017)
 MN0404
 MN0404                         *CURRENT SURVEY CONTROL
 MN0404  ______________________________________________________________________
 MN0404* NAD 83(1995) POSITION- 41 53 43.01700(N) 102 08 23.45535(W)   ADJUSTED
 MN0404* NAVD 88 ORTHO HEIGHT -  1256.    (meters)     4121.    (feet) SCALED
 MN0404  ______________________________________________________________________
 MN0404  GEOID HEIGHT    -        -19.284 (meters)                     GEOID18
 MN0404  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 MN0404  HORZ ORDER      -  SECOND
 MN0404
 MN0404.The horizontal coordinates were established by classical geodetic methods
 MN0404.and adjusted by the National Geodetic Survey in August 1997.
 MN0404
 MN0404.The orthometric height was scaled from a topographic map.
 MN0404
 MN0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0404.GEOID18 height accuracy estimate available here.
 MN0404
 MN0404.Click photographs - Photos may exist for this station.
 MN0404
 MN0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0404
 MN0404. The following values were computed from the NAD 83(1995) position.
 MN0404
 MN0404;                    North         East     Units Scale Factor Converg.
 MN0404;SPC NE       -   231,127.128   322,496.189   MT  0.99968164   -1 25 05.1
 MN0404;SPC NE       -   758,289.59  1,058,056.25   sFT  0.99968164   -1 25 05.1
 MN0404;UTM  13      - 4,642,106.046   737,269.715   MT  1.00029280   +1 54 38.9
 MN0404
 MN0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0404!SPC NE       -   0.99980614  x   0.99968164  =   0.99948784
 MN0404!UTM  13      -   0.99980614  x   1.00029280  =   1.00009888
 MN0404
 MN0404:                Primary Azimuth Mark                     Grid Az
 MN0404:SPC NE       -  S 11 S 14                                245 12 42.4
 MN0404:UTM  13      -  S 11 S 14                                241 52 58.4
 MN0404
 MN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3726942106(NAD 83)
 MN0404
 MN0404|---------------------------------------------------------------------|
 MN0404| PID    Reference Object                     Distance      Geod. Az  |
 MN0404|                                                           dddmmss.s |
 MN0404| CP8121 GRAFF RM 1                           24.817 METERS 13104     |
 MN0404| CP8122 GRAFF RM 2                           19.171 METERS 22758     |
 MN0404| CP8120 S 11 S 14                                          2434737.3 |
 MN0404|---------------------------------------------------------------------|
 MN0404
 MN0404                          SUPERSEDED SURVEY CONTROL
 MN0404
 MN0404  NAD 83(1986)-  41 53 43.01584(N)    102 08 23.45859(W) AD(       ) 2
 MN0404  NAD 27      -  41 53 43.08300(N)    102 08 21.78000(W) AD(       ) 2
 MN0404
 MN0404.Superseded values are not recommended for survey control.
 MN0404
 MN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0404.See file dsdata.pdf to determine how the superseded data were derived.
 MN0404
 MN0404_MARKER: DS = TRIANGULATION STATION DISK
 MN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0404_STAMPING: GRAFF 1946
 MN0404_MARK LOGO: CGS
 MN0404_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0404+STABILITY: SURFACE MOTION
 MN0404
 MN0404  HISTORY     - Date     Condition        Report By
 MN0404  HISTORY     - 1946     MONUMENTED       CGS
 MN0404
 MN0404                          STATION DESCRIPTION
 MN0404
 MN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0404'LOCATED ABOUT 9 MILES SOUTH BY WEST OF BINGHAM AND 95 FEET
 MN0404'WEST OF A WIRE FENCE ON THE HIGHEST POINT OF A PROMINENT SAND
 MN0404'HILL.  IT IS STAMPED GRAFF 1946 AND PROJECTS 4 INCHES.
 MN0404'
 MN0404'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE WIRE FENCE AND
 MN0404'ABOUT 4 FEET LOWER THAN THE STATION.  IT IS STAMPED GRAFF
 MN0404'NO 1 1946 AND PROJECTS 6 INCHES.
 MN0404'
 MN0404'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE SAND
 MN0404'HILL AND IS ABOUT 8 FEET LOWER THAN THE STATION.  IT IS STAMPED
 MN0404'GRAFF NO 2 1946 AND PROJECTS 6 INCHES.
 MN0404'
 MN0404'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A MEADOW, 2 FEET
 MN0404'NORTHWEST OF A FENCE CORNER AND 2 FEET NORTH OF A WHITE
 MN0404'REFERENCE POST.  IT IS A STANDARD U.S. GENERAL LAND OFFICE
 MN0404'SURVEY DISK BOLTED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS
 MN0404'8 INCHES.  IT IS STAMPED S 11-1/4 S 14 1912.
 MN0404'
 MN0404'TO REACH THE STATION FROM BINGHAM, GO WEST ON STATE HIGHWAY
 MN0404'NO. 2 FOR 0.5 MILE.  THEN LEFT, SOUTH, ON A TRACK ROAD FOR
 MN0404'0.75 MILE TO A FORK.  THEN LEFT FORK FOR 0.65 MILE TO A FORK.
 MN0404'THEN RIGHT FORK FOR 1.55 MILES TO A FORK.  THEN RIGHT FORK
 MN0404'WEST AND SOUTH FOR 2.55 MILES TO A SIDE ROAD ON THE LEFT.
 MN0404'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD 3.25 MILES TO A FORK.
 MN0404'THEN LEFT FORK, SOUTHERLY, FOR 1.2 MILES TO A FORK.  THEN RIGHT
 MN0404'FORK FOR 2.0 MILES TO A FORK (WINDMILL ABOUT 100 YARDS ON THE
 MN0404'RIGHT AND A RANCH HOUSE ABOUT 1/2 MILE ON THE RIGHT).* THEN
 MN0404'LEAVE THE TRACK ROAD AND TURN LEFT, EAST, FOR 0.5 MILE TO
 MN0404'THE HIGHEST POINT OF THE SAND HILL AND THE STATION.
 MN0404'
 MN0404'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK
 MN0404'(SOUTHERLY) FOR 0.6 MILE TO A GATE ON THE RIGHT.  THEN RIGHT,
 MN0404'WESTERLY, THROUGH GATE FOR 0.35 MILE TO A FENCE CORNER AT
 MN0404'THE SOUTH EDGE OF THE MEADOW AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0939 ***********************************************************************
 LG0939  DESIGNATION -  GRAFTON
 LG0939  PID         -  LG0939
 LG0939  STATE/COUNTY-  NE/FILLMORE
 LG0939  COUNTRY     -  US
 LG0939  USGS QUAD   -  GRAFTON (2017)
 LG0939
 LG0939                         *CURRENT SURVEY CONTROL
 LG0939  ______________________________________________________________________
 LG0939* NAD 83(1995) POSITION- 40 37 37.07438(N) 097 43 40.80369(W)   ADJUSTED
 LG0939* NAVD 88 ORTHO HEIGHT -   523.008 (meters)     1715.90  (feet) ADJUSTED
 LG0939  ______________________________________________________________________
 LG0939  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 LG0939  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 LG0939  DYNAMIC HEIGHT  -        522.722 (meters)     1714.96  (feet) COMP
 LG0939  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LG0939
 LG0939  HORZ ORDER      -  SECOND
 LG0939  VERT ORDER      -  FIRST     CLASS II
 LG0939
 LG0939.The horizontal coordinates were established by classical geodetic methods
 LG0939.and adjusted by the National Geodetic Survey in August 1997.
 LG0939
 LG0939.The orthometric height was determined by differential leveling and
 LG0939.adjusted by the NATIONAL GEODETIC SURVEY
 LG0939.in May 1993.
 LG0939
 LG0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0939.GEOID18 height accuracy estimate available here.
 LG0939
 LG0939.Click photographs - Photos may exist for this station.
 LG0939
 LG0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0939
 LG0939.The dynamic height is computed by dividing the NAVD 88
 LG0939.geopotential number by the normal gravity value computed on the
 LG0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0939.degrees latitude (g = 980.6199 gals.).
 LG0939
 LG0939.The modeled gravity was interpolated from observed gravity values.
 LG0939
 LG0939. The following values were computed from the NAD 83(1995) position.
 LG0939
 LG0939;                    North         East     Units Scale Factor Converg.
 LG0939;SPC NE       -    90,641.373   692,163.388   MT  0.99977525   +1 30 20.3
 LG0939;SPC NE       -   297,379.24  2,270,872.72   sFT  0.99977525   +1 30 20.3
 LG0939;UTM  14      - 4,498,125.618   607,579.280   MT  0.99974245   +0 49 41.9
 LG0939
 LG0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0939!SPC NE       -   0.99992209  x   0.99977525  =   0.99969736
 LG0939!UTM  14      -   0.99992209  x   0.99974245  =   0.99966456
 LG0939
 LG0939:                Primary Azimuth Mark                     Grid Az
 LG0939:SPC NE       -  GRAFTON AZ MK 2                          095 41 28.5
 LG0939:UTM  14      -  GRAFTON AZ MK 2                          096 22 06.9
 LG0939
 LG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0757998125(NAD 83)
 LG0939
 LG0939|---------------------------------------------------------------------|
 LG0939| PID    Reference Object                     Distance      Geod. Az  |
 LG0939|                                                           dddmmss.s |
 LG0939| LG1355 GRAFTON RM 1                         32.129 METERS 06619     |
 LG0939| LG0940 GRAFTON ST HELENAS CH BELFRY        APPROX. 1.0 KM 0905216.7 |
 LG0939| LG1268 GRAFTON AZ MK 2                                    0971148.8 |
 LG0939| CN8641 GRAFTON AZ MK                                      1175608.1 |
 LG0939| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.14.0 KM 1354805.8 |
 LG0939| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.15.5 KM 1364649.0 |
 LG0939| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.15.2 KM 1371956.5 |
 LG0939| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.15.7 KM 1373057.8 |
 LG0939| LG0943 SUTTON MUNICIPAL STANDPIPE          APPROX.11.5 KM 2545458.9 |
 LG0939| LG0944 SUTTON IMM CONCEPT CATH CH          APPROX.11.4 KM 2565737.7 |
 LG0939| LG1356 GRAFTON RM 2                         63.024 METERS 35417     |
 LG0939|---------------------------------------------------------------------|
 LG0939
 LG0939                          SUPERSEDED SURVEY CONTROL
 LG0939
 LG0939  NAD 83(1986)-  40 37 37.08156(N)    097 43 40.80516(W) AD(       ) 2
 LG0939  NAD 27      -  40 37 37.05800(N)    097 43 39.62600(W) AD(       ) 2
 LG0939
 LG0939.Superseded values are not recommended for survey control.
 LG0939
 LG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0939.See file dsdata.pdf to determine how the superseded data were derived.
 LG0939
 LG0939_MARKER: DS = TRIANGULATION STATION DISK
 LG0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0939_STAMPING: GRAFTON 1950
 LG0939_MARK LOGO: CGS
 LG0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0939+STABILITY: SURFACE MOTION
 LG0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0939+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LG0939
 LG0939  HISTORY     - Date     Condition        Report By
 LG0939  HISTORY     - 1950     MONUMENTED       CGS
 LG0939  HISTORY     - 1950     GOOD             CGS
 LG0939  HISTORY     - 1963     GOOD             CGS
 LG0939  HISTORY     - 1966     GOOD             CGS
 LG0939  HISTORY     - 19911006 GOOD             NGS
 LG0939  HISTORY     - 20090922 POOR             NEDR
 LG0939
 LG0939                          STATION DESCRIPTION
 LG0939
 LG0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0939'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF THE TOWN OF GRAFTON
 LG0939'AND IN MR. ALBERT E. ARPS FARM YARD.  IT IS 90 FEET NORTHEAST
 LG0939'OF THE NORTHEAST CORNER OF MR. ARPS HOUSE, 46.6 FEET SOUTH OF THE
 LG0939'SOUTHWEST CORNER OF A CORN CRIB AND 37.7 FEET NORTH-NORTHWEST OF
 LG0939'THE NORTHWEST CORNER OF A GARAGE.  THE MARK PROJECTS 2 INCHES
 LG0939'AND THE DISK IS STAMPED GRAFTON 1950.
 LG0939'
 LG0939'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE SOUTHEAST CORNER OF A
 LG0939'CORN CRIB, 18 FEET NORTH OF THE NORTH POST OF GATE AND 1 FOOT
 LG0939'WEST OF A LOT FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LG0939'IS STAMPED GRAFTON NO 1 1950.
 LG0939'
 LG0939'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE AT THE NORTH SIDE
 LG0939'OF PLANTED GROVE OF TREES.  THE MARK PROJECTS 4 INCHES AND THE
 LG0939'DISK IS STAMPED GRAFTON NO 2 1950.
 LG0939'
 LG0939'AZIMUTH MARK IS 39.7 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6,
 LG0939'2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE
 LG0939'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0939'STAMPED GRAFTON 1950.
 LG0939'
 LG0939'TO REACH FROM THE POST OFFICE IN GRAFTON, GO SOUTH 0.1 MILE
 LG0939'TO U.S. HIGHWAY 6, TURN RIGHT (WEST) ON HIGHWAY 6 FOR 0.65 MILE
 LG0939'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 6
 LG0939'0.1 MILE TO THE ENTRANCE TO MR. ARPS HOUSE ON THE RIGHT, TURN
 LG0939'RIGHT 0.05 MILE TO THE HOUSE AND THE STATION AS DESCRIBED.
 LG0939'
 LG0939'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0939
 LG0939                          STATION RECOVERY (1950)
 LG0939
 LG0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0939'RECOVERED IN GOOD CONDITION.
 LG0939
 LG0939                          STATION RECOVERY (1963)
 LG0939
 LG0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0939'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH WERE RECOVERED IN
 LG0939'GOOD CONDITION.
 LG0939'
 LG0939'FOLLOWING IS A CORRECTION TO THE ROUTE DESCRIPTION--
 LG0939'
 LG0939'THE DISTANCE TRAVELED ON US HIGHWAY 6 TO THE AZIMUTH MARK SHOULD
 LG0939'READ 0.1 MILE, AND THE DISTANCE TRAVELED FROM THE AZIMUTH MARK TO
 LG0939'THE ENTRANCE TO THE ARP RESIDENCE SHOULD READ 0.65 MILE.
 LG0939
 LG0939                          STATION RECOVERY (1966)
 LG0939
 LG0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG0939'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG0939'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG0939'IN THE WAY OF ROAD CONSTRUCTION AND THE MARK WAS DESTROYED.  LINE
 LG0939'OF SIGHT TO THE MARK WAS OBSTRUCTED.
 LG0939'
 LG0939'A NEW AZIMUTH MARK WAS SET.
 LG0939'
 LG0939'FOLLOWING IS A NEW DESCRIPTION.
 LG0939'
 LG0939'TO REACH THE STATION FROM THE POST OFFICE IN GRAFTON, GO SOUTH
 LG0939'FOR 0.1 MILE TO U.S. HIGHWAY 6.  TURN RIGHT AND GO WEST ON U.S.
 LG0939'HIGHWAY 6 FOR 0.2 MILE TO AN ALLEY AND THE AZIMUTH MARK ON THE
 LG0939'RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.6 MILE TO A
 LG0939'DRIVEWAY ON THE RIGHT LEADING TO MR. ALBERT E. ARPS HOUSE.
 LG0939'TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE TO THE
 LG0939'SOUTH SIDE OF BARNYARD AND THE STATION.
 LG0939'
 LG0939'STATION MARK, A STANDARD DISK STAMPED GRAFTON 1950, IS SET
 LG0939'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0939'IT IS 90 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. ARPS
 LG0939'HOUSE, 46.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A CORN CRIB, 18
 LG0939'FEET NORTH OF A FENCE AT THE SOUTH EDGE OF BARNYARD, AND 11 FEET
 LG0939'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A QUONSET SHED.
 LG0939'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG0939'
 LG0939'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAFTON NO. 1 1950,
 LG0939'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LG0939'WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET EAST OF THE
 LG0939'SOUTHEAST CORNER OF A CORN CRIB, 17.5 FEET NORTH OF A WATER
 LG0939'FAUCET, AND 1 FOOT WEST OF A BOARD FENCE.
 LG0939'
 LG0939'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAFTON NO. 2 1950,
 LG0939'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 LG0939'INCHES.  IT IS 1 FOOT SOUTH OF A FENCE AT THE NORTH SIDE OF
 LG0939'A PLANTED GROVE OF TREES.
 LG0939'
 LG0939'AZIMUTH MARK, A STANDARD DISK STAMPED GRAFTON 1950 AZ.2 1966, IS
 LG0939'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LG0939'IT IS 35.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0939'3 FEET NORTH OF A POWERLINE POLE, AND 1 FOOT WEST OF A METAL
 LG0939'WITNESS POST.
 LG0939'
 LG0939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILE
 LG0939'WEST OF GRAFTON.
 LG0939
 LG0939                          STATION RECOVERY (1991)
 LG0939
 LG0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0939'11.4 KM (7.10 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0939'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 LG0939'A DRIVEWAY, 32.2 M (105.6 FT) WEST-SOUTHWEST OF REFERENCE MARK 1,
 LG0939'16.7 M (54.8 FT) SOUTHWEST OF A UTILITY LIGHT POLE, 16.0 M (52.5 FT)
 LG0939'WEST OF AND LEVEL WITH THE EXTENDED CENTER OF A DRIVEWAY, 12.4 M
 LG0939'(40.7 FT) WEST-NORTHWEST OF A FENCE CORNER, 5.6 M (18.4 FT) SOUTH OF
 LG0939'A FENCE, 3.4 M (11.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LG0939'QUONSET HUT, IN THE CENTER OF A DRIVEWAY, AND THE MONUMENT PROJECTS
 LG0939'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 LG0939'PROPERTY OWNED BY FRANK RICHARDS, ROUTE 1, BOX 61, GRAFTON, NE 68356,
 LG0939'TELEPHONE NUMBER (402) 282-7379.
 LG0939
 LG0939                          STATION RECOVERY (2009)
 LG0939
 LG0939'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LG0939'USE WITH CAUTION. MARK IS LOCATED IN DRIVEPATH ON SLOPED GROUND AND
 LG0939'HAS BEEN RUN OVER WITH EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1268 ***********************************************************************
 LG1268  DESIGNATION -  GRAFTON AZ MK 2
 LG1268  PID         -  LG1268
 LG1268  STATE/COUNTY-  NE/FILLMORE
 LG1268  COUNTRY     -  US
 LG1268  USGS QUAD   -  GRAFTON (2017)
 LG1268
 LG1268                         *CURRENT SURVEY CONTROL
 LG1268  ______________________________________________________________________
 LG1268* NAD 83(1986) POSITION- 40 37 33.     (N) 097 43 02.     (W)   SCALED
 LG1268* NAVD 88 ORTHO HEIGHT -   515.814 (meters)     1692.30  (feet) ADJUSTED
 LG1268  ______________________________________________________________________
 LG1268  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 LG1268  DYNAMIC HEIGHT  -        515.531 (meters)     1691.37  (feet) COMP
 LG1268  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 LG1268
 LG1268  VERT ORDER      -  FIRST     CLASS II
 LG1268
 LG1268.The horizontal coordinates were scaled from a map and have
 LG1268.an estimated accuracy of +/- 6 seconds.
 LG1268
 LG1268.The orthometric height was determined by differential leveling and
 LG1268.adjusted by the NATIONAL GEODETIC SURVEY
 LG1268.in May 1993.
 LG1268
 LG1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1268.GEOID18 height accuracy estimate available here.
 LG1268
 LG1268.Click photographs - Photos may exist for this station.
 LG1268
 LG1268.The dynamic height is computed by dividing the NAVD 88
 LG1268.geopotential number by the normal gravity value computed on the
 LG1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1268.degrees latitude (g = 980.6199 gals.).
 LG1268
 LG1268.The modeled gravity was interpolated from observed gravity values.
 LG1268
 LG1268;                    North         East    Units  Estimated Accuracy
 LG1268;SPC NE       -    90,540.      693,080.      MT  (+/- 180 meters Scaled)
 LG1268
 LG1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK084980(NAD 83)
 LG1268
 LG1268                          SUPERSEDED SURVEY CONTROL
 LG1268
 LG1268.No superseded survey control is available for this station.
 LG1268
 LG1268_MARKER: DZ = AZIMUTH MARK DISK
 LG1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1268_STAMPING: GRAFTON 1950 AZ. 2 1966
 LG1268_MARK LOGO: CGS
 LG1268_PROJECTION: FLUSH
 LG1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1268+STABILITY: SURFACE MOTION
 LG1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1268+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 LG1268
 LG1268  HISTORY     - Date     Condition        Report By
 LG1268  HISTORY     - 1966     MONUMENTED       CGS
 LG1268  HISTORY     - 19911007 GOOD             NGS
 LG1268  HISTORY     - 20090922 GOOD             NEDR
 LG1268  HISTORY     - 20200604 GOOD             NEGS
 LG1268
 LG1268                          STATION DESCRIPTION
 LG1268
 LG1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1268'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1268'U.S. HIGHWAY 81 IN FAIRMONT, 61.0 M (200.1 FT) WEST OF THE CENTER OF
 LG1268'THE MOST WESTERN STREET IN GRAFTON, 10.9 M (35.8 FT) NORTH OF AND
 LG1268'LEVEL WITH THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) NORTH OF A UTILITY
 LG1268'POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 LG1268'FLUSH WITH THE GROUND SURFACE.
 LG1268
 LG1268                          STATION RECOVERY (2009)
 LG1268
 LG1268'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LG1268'RECOVERED IN GOOD CONDITION.
 LG1268
 LG1268                          STATION RECOVERY (2020)
 LG1268
 LG1268'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1268'THE MARK IS 0.9 FT (27 CM) SOUTH OF A WITNESS POST AND 2.4 FT (0.7 M)
 LG1268'NORTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0940 ***********************************************************************
 LG0940  DESIGNATION -  GRAFTON ST HELENAS CH BELFRY
 LG0940  PID         -  LG0940
 LG0940  STATE/COUNTY-  NE/FILLMORE
 LG0940  COUNTRY     -  US
 LG0940  USGS QUAD   -  GRAFTON (2017)
 LG0940
 LG0940                         *CURRENT SURVEY CONTROL
 LG0940  ______________________________________________________________________
 LG0940* NAD 83(1995) POSITION- 40 37 36.58812(N) 097 42 59.02006(W)   ADJUSTED
 LG0940  ______________________________________________________________________
 LG0940  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 LG0940  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 LG0940  HORZ ORDER      -  THIRD
 LG0940
 LG0940.The horizontal coordinates were established by classical geodetic methods
 LG0940.and adjusted by the National Geodetic Survey in August 1997.
 LG0940
 LG0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0940.GEOID18 height accuracy estimate available here.
 LG0940
 LG0940.Click photographs - Photos may exist for this station.
 LG0940
 LG0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0940
 LG0940. The following values were computed from the NAD 83(1995) position.
 LG0940
 LG0940;                    North         East     Units Scale Factor Converg.
 LG0940;SPC NE       -    90,652.245   693,145.228   MT  0.99977528   +1 30 48.0
 LG0940;SPC NE       -   297,414.91  2,274,093.97   sFT  0.99977528   +1 30 48.0
 LG0940;UTM  14      - 4,498,124.882   608,561.148   MT  0.99974507   +0 50 09.2
 LG0940
 LG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0856198124(NAD 83)
 LG0940
 LG0940                          SUPERSEDED SURVEY CONTROL
 LG0940
 LG0940  NAD 83(1986)-  40 37 36.59521(N)    097 42 59.02171(W) AD(       ) 3
 LG0940  NAD 27      -  40 37 36.57200(N)    097 42 57.84000(W) AD(       ) 3
 LG0940
 LG0940.Superseded values are not recommended for survey control.
 LG0940
 LG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0940.See file dsdata.pdf to determine how the superseded data were derived.
 LG0940
 LG0940_MARKER: 91 = CHURCH CROSS
 LG0940
 LG0940  HISTORY     - Date     Condition        Report By
 LG0940  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0940
 LG0940                          STATION DESCRIPTION
 LG0940
 LG0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0940'THE STATION IS LOCATED IN THE WEST PART OF THE TOWN OF GRAFTON.
 LG0940'IT IS A BRICK STRUCTURE FACING THE WEST WITH THE BELFRY IN THE
 LG0940'NORTHWEST CORNER OF THE BUILDING.  THE BELFRY IS
 LG0940'APPROXIMATELY 60 FEET HIGH.
 LG0940'
 LG0940'THE POINT INTERSECTED WAS THE CROSS AT THE TOP OF BELFRY.
 LG0940'
 LG0940'TO REACH FROM THE POST OFFICE IN GRAFTON, GO SOUTH 1 BLOCK,
 LG0940'TURN RIGHT (WEST) 2 BLOCKS AND THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1158 ***********************************************************************
 ML1158  DESIGNATION -  GRAHAM
 ML1158  PID         -  ML1158
 ML1158  STATE/COUNTY-  NE/CUSTER
 ML1158  COUNTRY     -  US
 ML1158  USGS QUAD   -  BROKEN BOW SW (2017)
 ML1158
 ML1158                         *CURRENT SURVEY CONTROL
 ML1158  ______________________________________________________________________
 ML1158* NAD 83(1995) POSITION- 41 18 53.62648(N) 099 37 46.29177(W)   ADJUSTED
 ML1158* NAVD 88 ORTHO HEIGHT -   850.13  (+/-2cm)     2789.1   (feet) VERTCON
 ML1158  ______________________________________________________________________
 ML1158  GEOID HEIGHT    -        -22.791 (meters)                     GEOID18
 ML1158  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 ML1158  HORZ ORDER      -  FIRST
 ML1158  VERT ORDER      -  THIRD ? (See Below)
 ML1158
 ML1158.The horizontal coordinates were established by classical geodetic methods
 ML1158.and adjusted by the National Geodetic Survey in August 1997.
 ML1158
 ML1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1158
 ML1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1158.GEOID18 height accuracy estimate available here.
 ML1158
 ML1158.The vertical order pertains to the NGVD 29 superseded value.
 ML1158
 ML1158.Click photographs - Photos may exist for this station.
 ML1158
 ML1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1158
 ML1158. The following values were computed from the NAD 83(1995) position.
 ML1158
 ML1158;                    North         East     Units Scale Factor Converg.
 ML1158;SPC NE       -   164,557.520   531,010.607   MT  0.99966412   +0 14 43.8
 ML1158;SPC NE       -   539,885.80  1,742,157.30   sFT  0.99966412   +0 14 43.8
 ML1158;UTM  14      - 4,573,905.601   447,308.583   MT  0.99963417   -0 24 56.2
 ML1158
 ML1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1158!SPC NE       -   0.99987025  x   0.99966412  =   0.99953441
 ML1158!UTM  14      -   0.99987025  x   0.99963417  =   0.99950446
 ML1158
 ML1158:                Primary Azimuth Mark                     Grid Az
 ML1158:SPC NE       -  GRAHAM RM 3 AZIMUTH                      311 18 53.8
 ML1158:UTM  14      -  GRAHAM RM 3 AZIMUTH                      311 58 33.8
 ML1158
 ML1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4730873905(NAD 83)
 ML1158
 ML1158|---------------------------------------------------------------------|
 ML1158| PID    Reference Object                     Distance      Geod. Az  |
 ML1158|                                                           dddmmss.s |
 ML1158| ML1232 GRAHAM RM 2                         108.509 METERS 26904     |
 ML1158| ML1231 GRAHAM RM 1                         128.117 METERS 26911     |
 ML1158| ML1233 GRAHAM RM 3 AZIMUTH                                3113337.6 |
 ML1158|---------------------------------------------------------------------|
 ML1158
 ML1158                          SUPERSEDED SURVEY CONTROL
 ML1158
 ML1158  NAD 83(1986)-  41 18 53.63342(N)    099 37 46.29693(W) AD(       ) 1
 ML1158  NAD 27      -  41 18 53.60800(N)    099 37 44.89600(W) AD(       ) 1
 ML1158  NGVD 29             849.88   (m)         2788.3    (f) LEVELING    3  
 ML1158
 ML1158.Superseded values are not recommended for survey control.
 ML1158
 ML1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1158.See file dsdata.pdf to determine how the superseded data were derived.
 ML1158
 ML1158_MARKER: DS = TRIANGULATION STATION DISK
 ML1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1158_STAMPING: GRAHAM 1933
 ML1158_MARK LOGO: CGS
 ML1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1158+STABILITY: SURFACE MOTION
 ML1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1158+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1984
 ML1158
 ML1158  HISTORY     - Date     Condition        Report By
 ML1158  HISTORY     - 1933     MONUMENTED       CGS
 ML1158  HISTORY     - 1933     GOOD             CGS
 ML1158  HISTORY     - 19840620 GOOD             NGS
 ML1158
 ML1158                          STATION DESCRIPTION
 ML1158
 ML1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1158'ABOUT 7 MILES DUE SOUTH OF BROKEN BOW, IN NORTHEAST QUARTER SEC.
 ML1158'32, T. 16 N., R. 20 W., ON A HIGH SAND HILL IN PASTURE.
 ML1158'
 ML1158'REACHED FROM BROKEN BOW BY ROAD LEADING SOUTH FROM EAST SIDE
 ML1158'OF SQUARE, 2.0 MILES TO T-FORK, MAIN OCONTO ROAD TURNING WEST,
 ML1158'TURN EAST ON GRADED ROAD EAST AND SOUTH 2.3 MILES TO FORK WHERE
 ML1158'MAIN ROAD TURNS EAST.  KEEP RIGHT-HAND FORK, SOUTHWEST, 2.8
 ML1158'MILES TO TOP OF GRADE.  STATION IS 125 YARDS EAST OF THIS POINT,
 ML1158'ON HIGHEST POINT OF HILL.
 ML1158'
 ML1158'REFERENCE MARK NO. 1 IS IN WEST FENCE LINE OF ROAD, OPPOSITE STATION.
 ML1158'
 ML1158'REFERENCE MARK NO. 2 IS IN EAST FENCE LINE OF ROAD, AND ALMOST
 ML1158'IN LINE BETWEEN STATION AND REFERENCE MARK NO. 1.
 ML1158'
 ML1158'REFERENCE MARK NO. 3, AZIMUTH MARK, IS NORTHWEST OF STATION IN
 ML1158'SOUTHWEST FENCE LINE OF ROAD LEADING TO STATION, AND ABOUT 20
 ML1158'FEET FROM CENTERLINE OF ROAD.
 ML1158'
 ML1158'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
 ML1158
 ML1158                          STATION RECOVERY (1933)
 ML1158
 ML1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 ML1158'RECOVERED IN GOOD CONDITION.
 ML1158
 ML1158                          STATION RECOVERY (1984)
 ML1158
 ML1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML1158'THE SURFACE STATION MARK AND THE THREE REFERENCE MARKS WERE RECOVERED
 ML1158'IN GOOD CONDITION.  REFERENCE MARK 3 SERVES AS THE AZIMUTH MARK.  THE
 ML1158'DIRECTIONS TO REFERENCE MARK 1 AND 2 AGREED WITH 1933 DATA.  THE 1933
 ML1158'DISTANCES WERE SLOPE MEASUREMENTS AND SINCE THE 1984 DISTANCES WERE
 ML1158'MEASURED ELECTRONICALLY, NO COMPARISON WAS MADE.   DUE TO ROAD
 ML1158'CHANGES, A NEW DESCRIPTION FOLLOWS.
 ML1158'THE STATION IS LOCATED ABOUT 11.27 KM (7.00 MI) SOUTH FROM BROKEN BOW,
 ML1158'IN THE NORTHEAST 1/4, SEC32, T16N, R20W, IN PASTURELAND AND ON
 ML1158'PROPERTY OWNED BY BERNARD J. GRIFFITH, SUMNER STAR ROUTE, BROKEN BOW,
 ML1158'NEBRASKA 68822.  TELEPHONE 308 872 2679.
 ML1158'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2, 92, 70 AND 21, AT THE
 ML1158'SOUTHEAST CORNER OF THE CITY SQUARE IN BROKEN BOW, GO SOUTH ON STATE
 ML1158'HIGHWAY 20 FOR 3.46 KM (2.15 MI) TO A PAVED COUNTY ROAD ON THE LEFT.
 ML1158'TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 3.22 KM (2.00 MI) TO
 ML1158'A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE
 ML1158'GRADED ROAD FOR 2.49 KM (1.55 MI) TO THREE HOUSES WHERE THE GRADED
 ML1158'ROAD BECOMES A BLADED TRACK ROAD.  CONTINUE SOUTH ON THE TRACK ROAD
 ML1158'FOR 1.85 KM (1.15 MI) TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE
 ML1158'SOUTH FOR 0.40 KM (0.25 MI) TO REFERENCE MARKS 1 AND 2 ON EITHER SIDE
 ML1158'OF THE ROAD AND JUST BEFORE REACHING THE CREST OF A HILL.  THE
 ML1158'STATION IS ON THE LEFT, ATOP THE HIGHEST POINT OF THE EAST ONE OF TWO
 ML1158'KNOLLS, ABOUT 122 M (400.3 FT) EAST FROM THE ROAD.
 ML1158'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 ML1158'ABOUT 7 CM ABOVE THE GROUND.  THERE WERE NO LOCAL OBJECTS TO
 ML1158'REFERENCE TO.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1788 ***********************************************************************
 NM1788  DESIGNATION -  GRAHAM
 NM1788  PID         -  NM1788
 NM1788  STATE/COUNTY-  NE/CEDAR
 NM1788  COUNTRY     -  US
 NM1788  USGS QUAD   -  RANDOLPH NORTH (2017)
 NM1788
 NM1788                         *CURRENT SURVEY CONTROL
 NM1788  ______________________________________________________________________
 NM1788* NAD 83(1995) POSITION- 42 28 38.95760(N) 097 20 51.83055(W)   ADJUSTED
 NM1788* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 NM1788  ______________________________________________________________________
 NM1788  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 NM1788  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 NM1788  HORZ ORDER      -  FIRST
 NM1788
 NM1788.The horizontal coordinates were established by classical geodetic methods
 NM1788.and adjusted by the National Geodetic Survey in August 1997.
 NM1788
 NM1788.The orthometric height was scaled from a topographic map.
 NM1788
 NM1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1788.GEOID18 height accuracy estimate available here.
 NM1788
 NM1788.Click photographs - Photos may exist for this station.
 NM1788
 NM1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1788
 NM1788. The following values were computed from the NAD 83(1995) position.
 NM1788
 NM1788;                    North         East     Units Scale Factor Converg.
 NM1788;SPC NE       -   296,927.036   718,014.841   MT  0.99980254   +1 45 27.5
 NM1788;SPC NE       -   974,168.12  2,355,687.02   sFT  0.99980254   +1 45 27.5
 NM1788;UTM  14      - 4,704,115.993   635,810.957   MT  0.99982694   +1 06 57.4
 NM1788
 NM1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1788!SPC NE       -   0.99991833  x   0.99980254  =   0.99972088
 NM1788!UTM  14      -   0.99991833  x   0.99982694  =   0.99974528
 NM1788
 NM1788:                Primary Azimuth Mark                     Grid Az
 NM1788:SPC NE       -  GRAHAM AZ MK 2                           209 06 00.7
 NM1788:UTM  14      -  GRAHAM AZ MK 2                           209 44 30.8
 NM1788
 NM1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3581004115(NAD 83)
 NM1788
 NM1788|---------------------------------------------------------------------|
 NM1788| PID    Reference Object                     Distance      Geod. Az  |
 NM1788|                                                           dddmmss.s |
 NM1788| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.17.0 KM 0204703.1 |
 NM1788| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.11.8 KM 0745015.2 |
 NM1788| CO3172 GRAHAM AZ MK                                       1122133.0 |
 NM1788| NM1762 BELDEN MUNICIPAL STANDPIPE          APPROX.13.5 KM 1232132.2 |
 NM1788| NM2010 GRAHAM AZ MK 2                      APPROX. 1.2 KM 2105128.2 |
 NM1788| NM2013 GRAHAM RM 1                          29.847 METERS 24900     |
 NM1788| NM1751 PEARSON                             APPROX.10.6 KM 2952137.2 |
 NM1788| NM2014 GRAHAM RM 2                          35.051 METERS 30718     |
 NM1788| NM2015 GRAHAM RM 3                          14.337 METERS 32019     |
 NM1788|---------------------------------------------------------------------|
 NM1788
 NM1788                          SUPERSEDED SURVEY CONTROL
 NM1788
 NM1788  NAD 83(1986)-  42 28 38.96494(N)    097 20 51.82271(W) AD(       ) 1
 NM1788  NAD 27      -  42 28 38.96000(N)    097 20 50.61400(W) AD(       ) 1
 NM1788
 NM1788.Superseded values are not recommended for survey control.
 NM1788
 NM1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1788.See file dsdata.pdf to determine how the superseded data were derived.
 NM1788
 NM1788_MARKER: DS = TRIANGULATION STATION DISK
 NM1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1788_STAMPING: GRAHAM 1940
 NM1788_MARK LOGO: CGS
 NM1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1788+STABILITY: SURFACE MOTION
 NM1788
 NM1788  HISTORY     - Date     Condition        Report By
 NM1788  HISTORY     - 1940     MONUMENTED       CGS
 NM1788  HISTORY     - 1940     GOOD             CGS
 NM1788  HISTORY     - 1970     GOOD             NGS
 NM1788  HISTORY     - 1981     GOOD             LOCENG
 NM1788  HISTORY     - 19821006 GOOD             NGS
 NM1788
 NM1788                          STATION DESCRIPTION
 NM1788
 NM1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1788'STATION GRAHAM IS 8 MILES WEST-SOUTHWEST OF COLERIDGE, 8-1/2 MILES
 NM1788'NORTHWEST OF BELDEN, 1/2 MILE SOUTH OF THE NORTHWEST CORNER
 NM1788'OF SEC. 20, T. 29 N., R. 1 E., ON HIGH GROUND IN THE YARD
 NM1788'OF E.R. GRAHAM.
 NM1788'
 NM1788'TO REACH FROM RANDOLPH GO NORTH FROM U.S. HIGHWAY 20, AT EAST
 NM1788'EDGE OF TOWN OPPOSITE A LARGE RED BRICK CHURCH, FOR 5.6
 NM1788'MILES.  HERE TURN RIGHT (EAST) AND GO 1.6 MILES TO AZIMUTH
 NM1788'MARK ON NORTH SIDE OF ROAD, CONTINUE NORTH FOR 0.7 MILE TO
 NM1788'STATION IN YARD ON EAST SIDE OF ROAD.
 NM1788'
 NM1788'STATION MARK IS NORTHWEST CORNER OF FARMYARD IN CLUMP OF
 NM1788'SMALL ELM TREES, 65-1/2 FEET NORTHWEST OF NORTHWEST CORNER
 NM1788'OF HOUSE, 28 FEET NORTH OF CENTERLINE OF FARM ENTRANCE LANE,
 NM1788'23 FEET EAST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, 65 FEET EAST
 NM1788'OF CENTERLINE OF ROAD, IS STAMPED GRAHAM 1940, AND PROJECTS
 NM1788'6 INCHES.  MARK IS 4 FEET EAST OF WHITE REFERENCE POST.
 NM1788'
 NM1788'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION AND SLIGHTLY
 NM1788'HIGHER, 27 FEET WEST OF CENTERLINE OF ROAD, 6 INCHES EAST
 NM1788'OF RIGHT-OF-WAY FENCE, IS STAMPED GRAHAM NO. 1 1940, AND
 NM1788'PROJECTS 6 INCHES.
 NM1788'
 NM1788'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM STATION AND ABOUT
 NM1788'2 FEET HIGHER, 27 FEET WEST OF CENTERLINE OF ROAD, 6 INCHES
 NM1788'EAST OF RIGHT-OF-WAY FENCE, IS STAMPED GRAHAM NO. 2 1940,
 NM1788'AND PROJECTS 4 INCHES.
 NM1788'
 NM1788'AZIMUTH MARK IS 1.8 MILES EAST-SOUTHEAST OF STATION IN THE
 NM1788'SOUTHEAST CORNER OF A HAY FIELD, 25 YARDS WEST OF SUMMIT
 NM1788'OF GRADE 33 FEET NORTH OF CENTERLINE OF ROAD, UNDER POWER
 NM1788'LINE 26 FEET WEST OF POWER POLE, 3 FEET NORTH OF FENCE CORNER,
 NM1788'6 INCHES WEST OF RIGHT-OF-WAY FENCE, IS STAMPED GRAHAM 1940,
 NM1788'AND PROJECTS 4 INCHES.
 NM1788'
 NM1788'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1788'DESCRIBED.
 NM1788'
 NM1788'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1788
 NM1788                          STATION RECOVERY (1940)
 NM1788
 NM1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 NM1788'RECOVERED IN GOOD CONDITION.
 NM1788
 NM1788                          STATION RECOVERY (1970)
 NM1788
 NM1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1788'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 NM1788'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 NM1788'IMPROVEMENTS THE AZIMUTH MARK WOULD BE DESTROYED, A NEW
 NM1788'AZIMUTH MARK WAS SET AND THE DISK REMOVED FROM THE ORIGINAL
 NM1788'AZIMUTH MARK AT THIS TIME.
 NM1788'
 NM1788'A NEW DESCRIPTION FOLLOWS--
 NM1788'
 NM1788'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF HARTINGTON,
 NM1788'AND 8 MILES WEST-SOUTHWEST OF COLERIDGE, 1/2 MILE SOUTH
 NM1788'OF THE NORTHWEST CORNER OF SECTION 20, T 29 N, R 1 E.  AT
 NM1788'THE CREST OF A HILL, IN A FARM YARD, ON PROPERTY OF MR. E.R.
 NM1788'GRAHAM.
 NM1788'
 NM1788'THE STATION MARK IS A STANDARD DISK STAMPED GRAHAM 1940, SET
 NM1788'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 NM1788'65.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 61
 NM1788'FEET EAST OF THE CENTER OF THE ROAD, 23 FEET NORTH OF THE
 NM1788'CENTER OF DRIVEWAY, AND 2.7 FEET EAST OF A METAL WITNESS
 NM1788'POST.
 NM1788'
 NM1788'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRAHAM NO
 NM1788'1 1940, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 NM1788'GROUND.  IT IS IN A FENCE LINE 30 FEET WEST OF THE CENTER
 NM1788'OF THE ROAD, 45 FEET WEST-SOUTHWEST OF THE CENTER OF DRIVEWAY,
 NM1788'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 NM1788'
 NM1788'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRAHAM NO
 NM1788'2 1940, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 NM1788'IT IS IN A FENCE LINE 96 FEET NORTH-NORTHWEST OF THE CENTER OF
 NM1788'DRIVEWAY, 30 FEET WEST OF CENTER OF ROAD, AND 1.3 FEET NORTH OF A
 NM1788'METAL WITNESS POST.
 NM1788'
 NM1788'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAHAM 1940 1970,
 NM1788'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 NM1788'IS 224 FEET NORTH OF CENTER OF ROAD, 78 FEET NORTH OF A PUMP
 NM1788'AND WELL, 3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 NM1788'SMALL METAL BARN, 2.5 FEET NORTH OF A BOARD CORRAL FENCE, AND 1.5
 NM1788'FEET SOUTHEAST OF A METAL WITNESS POST, ON PROPERTY OF DR.
 NM1788'H.P. LORTZ, VETERINARIAN, OF COLERIDGE, NEBRASKA.
 NM1788'
 NM1788'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN HARTINGTON,
 NM1788'GO WEST ON FRANKLIN STREET FOR 0.2 MILES TO A T INTERSECTION, TURN
 NM1788'LEFT AND GO SOUTH ON STATE HIGHWAYS 15 AND 84 FOR 0.5 MILE
 NM1788'TO THE JUNCTION OF HIGHWAYS 15 AND 84, TURN RIGHT, WEST, AND
 NM1788'GO 4.1 MILES ON HIGHWAY 84 TO A GRADED CROSSROAD, TURN LEFT,
 NM1788'SOUTH, AND FOLLOW GRADED ROAD FOR 9.6 MILES TO THE TOP OF A
 NM1788'HILL, AND A SET OF FARM BUILDINGS AND THE STATION ON THE
 NM1788'LEFT.
 NM1788'
 NM1788'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NM1788'GRADED ROAD FOR 0.45 MILE TO A CROSSROAD INTERSECTION, TURN
 NM1788'RIGHT, WEST, AND GO 0.4 MILES TO A DRIVEWAY ON THE RIGHT AND
 NM1788'THE AZIMUTH MARK AS DESCRIBED.
 NM1788'
 NM1788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NM1788'WSW OF COLERIDGE
 NM1788
 NM1788                          STATION RECOVERY (1981)
 NM1788
 NM1788'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1788'GRAHAM 1940 RECOVERED GOOD.
 NM1788'
 NM1788'REFERENCE MARK NO. 1 RECOVERED GOOD.
 NM1788'
 NM1788'REFERENCE MARK NO. 2 MARK IS THERE BUT HAS BEEN DISTURBED AND IS
 NM1788'TIPED.
 NM1788'
 NM1788'AZIMUTH MARK 1940 1970 RECOVERED GOOD.
 NM1788'
 NM1788'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST-SOUTHWEST OF
 NM1788'COLERIDGE.
 NM1788
 NM1788                          STATION RECOVERY (1982)
 NM1788
 NM1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1788'THE SURFACE STATION MARK, RM 1 AND THE 1970 AZIMUTH MARK WERE
 NM1788'RECOVERED IN GOOD CONDITION.  RM 2 WAS FOUND TILTED OUT OF PLACE.  A
 NM1788'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCE AND
 NM1788'DIRECTION TO RM 1 AGREED WITH 1970 DATA.  DUE TO CHANGES, A NEW
 NM1788'DESCRIPTION FOLLOWS.
 NM1788'THE STATION IS LOCATED ABOUT 17 KM (10.6 MI) SOUTH FROM HARTINGTON,
 NM1788'11.8 KM (7.3 MI) WEST-SOUTHWEST FROM COLERIDGE, 10.5 KM (6.5 MI)
 NM1788'NORTH FROM RANDOLPH, 0.8 KM (0.5 MI) SOUTH FROM THE NW CORNER, SEC20,
 NM1788'T29N, R1E AND IN A FARM YARD ON PROPERTY OWNED BY KENNETH M.BACH,
 NM1788'RURAL ROUTE 1, BOX 169, RANDOLPH, NE 68771.  TELEPHONE 337 0859.
 NM1788'TO REACH FROM THE RANDOLPH POST OFFICE, GO NORTH ON MAIN STREET FOR
 NM1788'0.24 KM (0.15 MI) TO U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON THE
 NM1788'HIGHWAY FOR 0.8 KM (0.5 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH
 NM1788'ON A PAVED ROAD FOR 1.29 KM (0.80 MI) TO THE END OF PAVEMENT AT A
 NM1788'CEMETERY ON THE RIGHT. CONTINUE NORTH ON A GRAVELED ROAD FOR 8.37 KM
 NM1788'(5.20 MI) TO A CROSSROAD. CONTINUE NORTH ON THE GRAVELED ROAD FOR
 NM1788'1.05 KM (0.65 MI) TO A FARM HOUSE AND THE STATION ON THE RIGHT.
 NM1788'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NM1788'WITH THE GROUND.  IT IS 19.96 M (65.49 FT) NORTHWEST FROM THE
 NM1788'NORTHWEST CORNER OF THE HOUSE, 18.6 M (61.0 FT) EAST FROM THE
 NM1788'CENTERLINE OF THE ROAD, 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE OF
 NM1788'THE DRIVEWAY TO THE HOUSE AND 0.85 M (2.79 FT) EAST FROM A WITNESS
 NM1788'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2010 ***********************************************************************
 NM2010  DESIGNATION -  GRAHAM AZ MK 2
 NM2010  PID         -  NM2010
 NM2010  STATE/COUNTY-  NE/CEDAR
 NM2010  COUNTRY     -  US
 NM2010  USGS QUAD   -  RANDOLPH NORTH (2017)
 NM2010
 NM2010                         *CURRENT SURVEY CONTROL
 NM2010  ______________________________________________________________________
 NM2010* NAD 83(1995) POSITION- 42 28 06.45471(N) 097 21 18.06072(W)   ADJUSTED
 NM2010* NAVD 88 ORTHO HEIGHT -   548.    (meters)     1798.    (feet) SCALED
 NM2010  ______________________________________________________________________
 NM2010  GEOID HEIGHT    -        -25.398 (meters)                     GEOID18
 NM2010  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 NM2010  HORZ ORDER      -  THIRD
 NM2010
 NM2010.The horizontal coordinates were established by classical geodetic methods
 NM2010.and adjusted by the National Geodetic Survey in August 1997.
 NM2010
 NM2010.The orthometric height was scaled from a topographic map.
 NM2010
 NM2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2010.GEOID18 height accuracy estimate available here.
 NM2010
 NM2010.Click photographs - Photos may exist for this station.
 NM2010
 NM2010.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2010
 NM2010. The following values were computed from the NAD 83(1995) position.
 NM2010
 NM2010;                    North         East     Units Scale Factor Converg.
 NM2010;SPC NE       -   295,906.440   717,446.781   MT  0.99979987   +1 45 10.2
 NM2010;SPC NE       -   970,819.71  2,353,823.31   sFT  0.99979987   +1 45 10.2
 NM2010;UTM  14      - 4,703,101.799   635,231.486   MT  0.99982500   +1 06 39.0
 NM2010
 NM2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2010!SPC NE       -   0.99991804  x   0.99979987  =   0.99971793
 NM2010!UTM  14      -   0.99991804  x   0.99982500  =   0.99974306
 NM2010
 NM2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3523103101(NAD 83)
 NM2010
 NM2010                          SUPERSEDED SURVEY CONTROL
 NM2010
 NM2010  NAD 83(1986)-  42 28 06.46201(N)    097 21 18.05289(W) AD(       ) 3
 NM2010
 NM2010.Superseded values are not recommended for survey control.
 NM2010
 NM2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2010.See file dsdata.pdf to determine how the superseded data were derived.
 NM2010
 NM2010_MARKER: DZ = AZIMUTH MARK DISK
 NM2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2010_STAMPING: GRAHAM 1940 1970
 NM2010_MARK LOGO: CGS
 NM2010_PROJECTION: PROJECTING 10 CENTIMETERS
 NM2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2010+STABILITY: SURFACE MOTION
 NM2010
 NM2010  HISTORY     - Date     Condition        Report By
 NM2010  HISTORY     - 1970     MONUMENTED       NGS
 NM2010  HISTORY     - 19821006 GOOD             NGS
 NM2010
 NM2010                          STATION DESCRIPTION
 NM2010
 NM2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NM2010'THE MARK WAS FOUND IN GOOD CONDITION, ABOUT 18 KM (11.2 MI) SOUTH FROM
 NM2010'HARTINGTON, 11.8 KM (7.3 MI) WEST-SOUTHWEST FROM COLERIDGE, 9.3 KM
 NM2010'(5.8 MI) NORTH FROM RANDOLPH AND IN A CULTIVATED FIELD ON PRIVATE
 NM2010'PROPERTY.  THE OWNERSHIP COULD NOT BE ASCERTAINED AT THIS TIME.
 NM2010'TO REACH FROM THE RANDOLPH POST OFFICE, GO NORTH ON MAIN STREET FOR
 NM2010'0.24 KM (0.15 MI) TO U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON THE
 NM2010'HIGHWAY FOR 0.8 KM (0.5 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 NM2010'AND GO NORTH ON THE PAVED FOR FOR 1.29 KM (0.80 MI) TO THE END OF
 NM2010'PAVEMENT AT A CEMETERY ON THE RIGHT.  CONTINUE NORTH ON A GRAVELED
 NM2010'ROAD FOR 8.37 KM (5.20 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 NM2010'A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT, AT
 NM2010'THE NORTHEAST CORNER OF A SMALL BARN.
 NM2010'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NM2010'10 CM ABOVE THE GROUND.  IT IS 68.3 M (224.1 FT) NORTH FROM THE
 NM2010'CENTERLINE OF THE ROAD, 0.91 M (2.99 FT) SOUTHEAST FROM THE NORTHEAST
 NM2010'CORNER OF THE BARN AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0917 ***********************************************************************
 LG0917  DESIGNATION -  GRAHAM AZ MK RESET
 LG0917  PID         -  LG0917
 LG0917  STATE/COUNTY-  NE/YORK
 LG0917  COUNTRY     -  US
 LG0917  USGS QUAD   -  YORK SW (2017)
 LG0917
 LG0917                         *CURRENT SURVEY CONTROL
 LG0917  ______________________________________________________________________
 LG0917* NAD 83(1995) POSITION- 40 48 51.86135(N) 097 39 51.27740(W)   NO CHECK
 LG0917* NAVD 88 ORTHO HEIGHT -   509.2   (meters)     1671.    (feet) VERTCON
 LG0917  ______________________________________________________________________
 LG0917  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 LG0917  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 LG0917  HORZ ORDER      -  THIRD
 LG0917
 LG0917.The horizontal coordinates were established by classical geodetic methods
 LG0917.and adjusted by the National Geodetic Survey in August 1997.
 LG0917
 LG0917.No horizontal observational check was made to the station.
 LG0917
 LG0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0917
 LG0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0917.GEOID18 height accuracy estimate available here.
 LG0917
 LG0917.Click photographs - Photos may exist for this station.
 LG0917
 LG0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0917
 LG0917. The following values were computed from the NAD 83(1995) position.
 LG0917
 LG0917;                    North         East     Units Scale Factor Converg.
 LG0917;SPC NE       -   111,587.341   696,992.493   MT  0.99973086   +1 32 52.4
 LG0917;SPC NE       -   366,099.47  2,286,716.20   sFT  0.99973086   +1 32 52.4
 LG0917;UTM  14      - 4,519,013.088   612,655.180   MT  0.99975621   +0 52 23.4
 LG0917
 LG0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0917!SPC NE       -   0.99992426  x   0.99973086  =   0.99965514
 LG0917!UTM  14      -   0.99992426  x   0.99975621  =   0.99968048
 LG0917
 LG0917:                Primary Azimuth Mark                     Grid Az
 LG0917:SPC NE       -  GRAHAM RESET                             070 19 57.7
 LG0917:UTM  14      -  GRAHAM RESET                             071 00 26.7
 LG0917
 LG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1265519013(NAD 83)
 LG0917
 LG0917|---------------------------------------------------------------------|
 LG0917| PID    Reference Object                     Distance      Geod. Az  |
 LG0917|                                                           dddmmss.s |
 LG0917| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 8.4 KM 0462205.5 |
 LG0917| LG0913 GRAHAM RESET                        APPROX. 1.3 KM 0715250.1 |
 LG0917|---------------------------------------------------------------------|
 LG0917
 LG0917                          SUPERSEDED SURVEY CONTROL
 LG0917
 LG0917  NAD 83(1986)-  40 48 51.86968(N)    097 39 51.27848(W) AD(       ) 3
 LG0917  NAD 27      -  40 48 51.83479(N)    097 39 50.08508(W) AD(       ) 3
 LG0917  NGVD 29 (07/19/86)  509.0    (m)         1670.     (f) VERT ANG       
 LG0917
 LG0917.Superseded values are not recommended for survey control.
 LG0917
 LG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0917.See file dsdata.pdf to determine how the superseded data were derived.
 LG0917
 LG0917_MARKER: DZ = AZIMUTH MARK DISK
 LG0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0917_STAMPING: GRAHAM 1950 RESET 1961
 LG0917_MARK LOGO: CGS
 LG0917_PROJECTION: FLUSH
 LG0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0917+STABILITY: SURFACE MOTION
 LG0917
 LG0917  HISTORY     - Date     Condition        Report By
 LG0917  HISTORY     - 1961     MONUMENTED       CGS
 LG0917  HISTORY     - 1961     GOOD             CGS
 LG0917
 LG0917                          STATION DESCRIPTION
 LG0917
 LG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0917'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAHAM 1950 RESET 1961,
 LG0917'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LG0917'WITH THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE CENTER OF A
 LG0917'FIELD APPROACH, 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG0917'GRAVELED ROAD, 1.5 FEET EAST OF A POWER POLE AND 1.5 FEET SOUTHEAST
 LG0917'OF A METAL WITNESS POST.
 LG0917'
 LG0917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
 LG0917'ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE
 LG0917'GRAVELED ROAD FOR 0.85 MILE TO A FIELD APPROACH AND THE AZIMUTH
 LG0917'MARK 1961 ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0913 ***********************************************************************
 LG0913  DESIGNATION -  GRAHAM RESET
 LG0913  PID         -  LG0913
 LG0913  STATE/COUNTY-  NE/YORK
 LG0913  COUNTRY     -  US
 LG0913  USGS QUAD   -  YORK SW (2017)
 LG0913
 LG0913                         *CURRENT SURVEY CONTROL
 LG0913  ______________________________________________________________________
 LG0913* NAD 83(1995) POSITION- 40 49 05.44912(N) 097 38 56.60494(W)   ADJUSTED
 LG0913* NAVD 88 ORTHO HEIGHT -   516.53  (+/-2cm)     1694.6   (feet) VERTCON
 LG0913  ______________________________________________________________________
 LG0913  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 LG0913  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 LG0913  HORZ ORDER      -  SECOND
 LG0913  VERT ORDER      -  THIRD ? (See Below)
 LG0913
 LG0913.The horizontal coordinates were established by classical geodetic methods
 LG0913.and adjusted by the National Geodetic Survey in August 1997.
 LG0913
 LG0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0913
 LG0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0913.GEOID18 height accuracy estimate available here.
 LG0913
 LG0913.The vertical order pertains to the NGVD 29 superseded value.
 LG0913
 LG0913.Click photographs - Photos may exist for this station.
 LG0913
 LG0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0913
 LG0913. The following values were computed from the NAD 83(1995) position.
 LG0913
 LG0913;                    North         East     Units Scale Factor Converg.
 LG0913;SPC NE       -   112,040.935   698,261.606   MT  0.99973008   +1 33 28.7
 LG0913;SPC NE       -   367,587.63  2,290,879.95   sFT  0.99973008   +1 33 28.7
 LG0913;UTM  14      - 4,519,451.716   613,929.582   MT  0.99975976   +0 52 59.4
 LG0913
 LG0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0913!SPC NE       -   0.99992311  x   0.99973008  =   0.99965321
 LG0913!UTM  14      -   0.99992311  x   0.99975976  =   0.99968289
 LG0913
 LG0913:                Primary Azimuth Mark                     Grid Az
 LG0913:SPC NE       -  GRAHAM AZ MK RESET                       250 19 57.1
 LG0913:UTM  14      -  GRAHAM AZ MK RESET                       251 00 26.4
 LG0913
 LG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1392919451(NAD 83)
 LG0913
 LG0913|---------------------------------------------------------------------|
 LG0913| PID    Reference Object                     Distance      Geod. Az  |
 LG0913|                                                           dddmmss.s |
 LG0913| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 5.4 KM 0181230.7 |
 LG0913| LG0894 AIRPORT BEACON YORK AIRPORT         APPROX. 9.2 KM 0321839.7 |
 LG0913| LG0899 YORK MUNICIPAL STANDPIPE            APPROX. 7.7 KM 0371914.3 |
 LG0913| LG0906 YORK CONSUMERS PWR ELEC STACK       APPROX. 7.2 KM 0401821.6 |
 LG0913| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 7.2 KM 0414415.6 |
 LG0913| LG0904 YORK MUNICIPAL TANK                 APPROX. 8.0 KM 0434845.8 |
 LG0913| LG0898 YORK ST JOSEPHS CATH CHURCH         APPROX. 7.4 KM 0444250.2 |
 LG0913| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 6.2 KM 0473450.4 |
 LG0913| LG0806 WACO TANK                           APPROX.17.9 KM 0610606.9 |
 LG0913| LG0909 YORK RADIO STA KAA 639 MAST         APPROX. 6.3 KM 0705703.7 |
 LG0913| DQ7065 GRAHAM RM 1                          39.914 METERS 16650     |
 LG0913| CN8643 GRAHAM AZ MK                                       1804122.5 |
 LG0913| LG0915 GRAHAM RM 3                          61.640 METERS 20805     |
 LG0913| DQ7066 GRAHAM RM 2                          24.884 METERS 22636     |
 LG0913| LG0917 GRAHAM AZ MK RESET                  APPROX. 1.3 KM 2515325.8 |
 LG0913| LG0954 HENDERSON MUNICIPAL STANDPIPE       APPROX.14.5 KM 2524234.0 |
 LG0913| LG0959 HAMPTON ST PETERS LUTHERAN CH       APPROX.21.3 KM 2902300.5 |
 LG0913| LG0916 GRAHAM RM 4                         APPROX. 0.6 KM 2975708.9 |
 LG0913| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX.19.9 KM 3025558.5 |
 LG0913| LG0923 BRADSHAW COOP GRAIN ELEVATOR        APPROX.10.8 KM 3105731.1 |
 LG0913| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.11.0 KM 3112844.2 |
 LG0913|---------------------------------------------------------------------|
 LG0913
 LG0913                          SUPERSEDED SURVEY CONTROL
 LG0913
 LG0913  NAD 83(1986)-  40 49 05.45741(N)    097 38 56.60614(W) AD(       ) 2
 LG0913  NAD 27      -  40 49 05.42200(N)    097 38 55.41400(W) AD(       ) 2
 LG0913  NGVD 29             516.33   (m)         1694.0    (f) LEVELING    3  
 LG0913
 LG0913.Superseded values are not recommended for survey control.
 LG0913
 LG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0913.See file dsdata.pdf to determine how the superseded data were derived.
 LG0913
 LG0913_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0913_STAMPING: GRAHAM 1950 1976
 LG0913_MARK LOGO: NGS
 LG0913_PROJECTION: RECESSED 46 CENTIMETERS
 LG0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0913+STABILITY: SURFACE MOTION
 LG0913
 LG0913  HISTORY     - Date     Condition        Report By
 LG0913  HISTORY     - 1976     MONUMENTED       NGS
 LG0913
 LG0913                          STATION DESCRIPTION
 LG0913
 LG0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0913'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK 1961
 LG0913'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ALL THE FARM
 LG0913'BUILDINGS REMOVED AND THE AREA UNDER-CULTIVATION WITH AN IRRIGATION
 LG0913'PIVOT SPRINKLER SYSTEM INSTALLED, THE PROPERTY OWNER REQUESTED THE
 LG0913'STATION MARK AND THE REFERENCE MARKS 1 AND 2 BE REMOVED OR
 LG0913'LOWERED BELOW PLOW DEPTH.  THIS DATE, SURFACE STATION MARK WAS
 LG0913'LOWERED AND REFERENCE MARKS 1 AND 2 WERE REMOVED FROM THE AREA
 LG0913'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THE DISTANCE AND
 LG0913'DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE CHECKED IN THE
 LG0913'FIELD BEFORE THE SURFACE STATION MARK WAS REMOVED.
 LG0913'
 LG0913'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG0913'
 LG0913'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF YORK, ON THE
 LG0913'HIGHEST POINT IN A FIELD UNDER-CULTIVATION, OWNED BY MR. ARDEAN L.
 LG0913'FRANZ, BOX 91, HENDERSON, NEBRASKA, 68371.
 LG0913'
 LG0913'TO REACH THE STATION FROM THE TOP OF THE OVERPASS OF US HIGHWAY 81
 LG0913'AND INTERSTATE 80, ABOUT 3.0 MILES SOUTH OF YORK, GO SOUTH ON
 LG0913'HIGHWAY 81 FOR 0.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 LG0913'A GRAVELED ROAD FOR 2.25 MILES TO A FIELD ROAD ON THE RIGHT.  TURN
 LG0913'RIGHT AND GO NORTH ON THE FIELD ROAD, UPHILL, TOWARD CENTER OF
 LG0913'IRRIGATION PIVOT SPRINKLER SYSTEM FOR 0.15 MILE TO THE END OF
 LG0913'FIELD ROAD, THE PIVOT ON THE LEFT AND THE STATION STRAIGHT AHEAD
 LG0913'ABOUT 200 FEET.
 LG0913'
 LG0913'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED GRAHAM 1950 1976,
 LG0913'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE
 LG0913'GROUND SURFACE.  THE UNDERGROUND STATION MARK IS A STANDARD DISK
 LG0913'STAMPED GRAHAM 1950 AND SET IN AN IRREGULAR MASS OF CONCRETE 36
 LG0913'INCHES BELOW THE GROUND SURFACE.
 LG0913'
 LG0913'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAHAM 1950 NO 3 1976,
 LG0913'CEMENTED IN THE NORTHEAST CORNER OF AN 8-FOOT SQUARE CONCRETE SLAB
 LG0913'AND FOUNDATION FOR THE IRRIGATION SYSTEM.
 LG0913'
 LG0913'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0913'GRAHAM 1950 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0913'2 FEET EAST-SOUTHEAST OF THE WEST END BRACE POST IN THE INTERSTATE
 LG0913'80 SOUTH BOUNDARY FENCELINE, 6 INCHES SOUTH OF A METAL WITNESS POST
 LG0913'IN THE FENCELINE AND ABOUT 50 FEET NORTHWEST OF THE NORTHWEST EDGE
 LG0913'OF A POND.
 LG0913'
 LG0913'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAHAM 1950 RESET 1961,
 LG0913'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LG0913'WITH THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE CENTER OF A
 LG0913'FIELD APPROACH, 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG0913'GRAVELED ROAD, 1.5 FEET EAST OF A POWER POLE AND 1.5 FEET SOUTHEAST
 LG0913'OF A METAL WITNESS POST.
 LG0913'
 LG0913'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTH ON THE FIELD
 LG0913'ROAD FOR 0.15 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON THE
 LG0913'GRAVELED ROAD FOR 0.35 MILE TO A FIELD ROAD, 3 METAL GRAIN BINS IN
 LG0913'A NORTH-SOUTH ROW, ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 LG0913'FIELD ROAD FOR 0.3 MILE TO THE INTERSTATE 80 BOUNDARY FENCE.
 LG0913'TURN LEFT AND GO ABOUT 100 FEET TO THE REFERENCE MARK 4 ON THE
 LG0913'RIGHT AS DESCRIBED.
 LG0913'
 LG0913'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
 LG0913'ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE
 LG0913'GRAVELED ROAD FOR 0.85 MILE TO A FIELD APPROACH AND THE AZIMUTH
 LG0913'MARK 1961 ON THE LEFT.
 LG0913'
 LG0913'NOTE--REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1961 WERE ALSO
 LG0913'OCCUPIED FOR ANGLE OBSERVATIONS FOR THE ASSISTANCE IN THE RECOVERY
 LG0913'OF THE STATION MARK IN THE FUTURE.
 LG0913'
 LG0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 LG0913'SOUTHWEST OF YORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0915 ***********************************************************************
 LG0915  DESIGNATION -  GRAHAM RM 3
 LG0915  PID         -  LG0915
 LG0915  STATE/COUNTY-  NE/YORK
 LG0915  COUNTRY     -  US
 LG0915  USGS QUAD   -  YORK SW (2017)
 LG0915
 LG0915                         *CURRENT SURVEY CONTROL
 LG0915  ______________________________________________________________________
 LG0915* NAD 83(1995) POSITION- 40 49 03.68616(N) 097 38 57.84317(W)   NO CHECK
 LG0915* NAVD 88 ORTHO HEIGHT -   516.4   (meters)     1694.    (feet) VERTCON
 LG0915  ______________________________________________________________________
 LG0915  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 LG0915  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 LG0915  HORZ ORDER      -  THIRD
 LG0915
 LG0915.The horizontal coordinates were established by classical geodetic methods
 LG0915.and adjusted by the National Geodetic Survey in August 1997.
 LG0915
 LG0915.No horizontal observational check was made to the station.
 LG0915
 LG0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0915
 LG0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0915.GEOID18 height accuracy estimate available here.
 LG0915
 LG0915.Click photographs - Photos may exist for this station.
 LG0915
 LG0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0915
 LG0915. The following values were computed from the NAD 83(1995) position.
 LG0915
 LG0915;                    North         East     Units Scale Factor Converg.
 LG0915;SPC NE       -   111,985.798   698,234.085   MT  0.99973018   +1 33 27.8
 LG0915;SPC NE       -   367,406.74  2,290,789.66   sFT  0.99973018   +1 33 27.8
 LG0915;UTM  14      - 4,519,396.906   613,901.412   MT  0.99975968   +0 52 58.5
 LG0915
 LG0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0915!SPC NE       -   0.99992313  x   0.99973018  =   0.99965333
 LG0915!UTM  14      -   0.99992313  x   0.99975968  =   0.99968283
 LG0915
 LG0915:                Primary Azimuth Mark                     Grid Az
 LG0915:SPC NE       -  GRAHAM AZ MK RESET                       252 12 26.1
 LG0915:UTM  14      -  GRAHAM AZ MK RESET                       252 52 55.4
 LG0915
 LG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1390119396(NAD 83)
 LG0915
 LG0915|---------------------------------------------------------------------|
 LG0915| PID    Reference Object                     Distance      Geod. Az  |
 LG0915|                                                           dddmmss.s |
 LG0915| LG0913 GRAHAM RESET                         61.640 METERS 02805     |
 LG0915| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 7.2 KM 0413720.1 |
 LG0915| LG0917 GRAHAM AZ MK RESET                  APPROX. 1.3 KM 2534553.9 |
 LG0915| LG0916 GRAHAM RM 4                         APPROX. 0.6 KM 3034150.0 |
 LG0915|---------------------------------------------------------------------|
 LG0915
 LG0915                          SUPERSEDED SURVEY CONTROL
 LG0915
 LG0915  NAD 83(1986)-  40 49 03.69464(N)    097 38 57.84423(W) AD(       ) 3
 LG0915  NAD 27      -  40 49 03.65904(N)    097 38 56.65223(W) AD(       ) 3
 LG0915  NGVD 29 (07/19/86)  516.2    (m)         1694.     (f) VERT ANG       
 LG0915
 LG0915.Superseded values are not recommended for survey control.
 LG0915
 LG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0915.See file dsdata.pdf to determine how the superseded data were derived.
 LG0915
 LG0915_MARKER: DR = REFERENCE MARK DISK
 LG0915_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0915_SP_SET: SLAB
 LG0915_STAMPING: GRAHAM 1950 NO 3 1976
 LG0915_MARK LOGO: NGS
 LG0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0915
 LG0915  HISTORY     - Date     Condition        Report By
 LG0915  HISTORY     - 1976     MONUMENTED       NGS
 LG0915  HISTORY     - 1976     GOOD             NGS
 LG0915
 LG0915                          STATION DESCRIPTION
 LG0915
 LG0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0915'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAHAM 1950 NO 3 1976,
 LG0915'CEMENTED IN THE NORTHEAST CORNER OF AN 8-FOOT SQUARE CONCRETE SLAB
 LG0915'AND FOUNDATION FOR THE IRRIGATION SYSTEM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0916 ***********************************************************************
 LG0916  DESIGNATION -  GRAHAM RM 4
 LG0916  PID         -  LG0916
 LG0916  STATE/COUNTY-  NE/YORK
 LG0916  COUNTRY     -  US
 LG0916  USGS QUAD   -  YORK SW (2017)
 LG0916
 LG0916                         *CURRENT SURVEY CONTROL
 LG0916  ______________________________________________________________________
 LG0916* NAD 83(1995) POSITION- 40 49 14.76070(N) 097 39 19.70527(W)   NO CHECK
 LG0916* NAVD 88 ORTHO HEIGHT -   506.1   (meters)     1660.    (feet) VERTCON
 LG0916  ______________________________________________________________________
 LG0916  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 LG0916  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 LG0916  HORZ ORDER      -  THIRD
 LG0916
 LG0916.The horizontal coordinates were established by classical geodetic methods
 LG0916.and adjusted by the National Geodetic Survey in August 1997.
 LG0916
 LG0916.No horizontal observational check was made to the station.
 LG0916
 LG0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0916
 LG0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0916.GEOID18 height accuracy estimate available here.
 LG0916
 LG0916.Click photographs - Photos may exist for this station.
 LG0916
 LG0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0916
 LG0916. The following values were computed from the NAD 83(1995) position.
 LG0916
 LG0916;                    North         East     Units Scale Factor Converg.
 LG0916;SPC NE       -   112,313.295   697,712.810   MT  0.99972954   +1 33 13.4
 LG0916;SPC NE       -   368,481.20  2,289,079.44   sFT  0.99972954   +1 33 13.4
 LG0916;UTM  14      - 4,519,730.528   613,384.015   MT  0.99975823   +0 52 44.4
 LG0916
 LG0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0916!SPC NE       -   0.99992474  x   0.99972954  =   0.99965430
 LG0916!UTM  14      -   0.99992474  x   0.99975823  =   0.99968299
 LG0916
 LG0916:                Primary Azimuth Mark                     Grid Az
 LG0916:SPC NE       -  GRAHAM RESET                             116 23 40.4
 LG0916:UTM  14      -  GRAHAM RESET                             117 04 09.4
 LG0916
 LG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1338419730(NAD 83)
 LG0916
 LG0916|---------------------------------------------------------------------|
 LG0916| PID    Reference Object                     Distance      Geod. Az  |
 LG0916|                                                           dddmmss.s |
 LG0916| LG0913 GRAHAM RESET                        APPROX. 0.6 KM 1175653.8 |
 LG0916| LG0917 GRAHAM AZ MK RESET                  APPROX. 1.0 KM 2261949.3 |
 LG0916|---------------------------------------------------------------------|
 LG0916
 LG0916                          SUPERSEDED SURVEY CONTROL
 LG0916
 LG0916  NAD 83(1986)-  40 49 14.76903(N)    097 39 19.70631(W) AD(       ) 3
 LG0916  NAD 27      -  40 49 14.73400(N)    097 39 18.51342(W) AD(       ) 3
 LG0916  NGVD 29 (07/19/86)  505.9    (m)         1660.     (f) VERT ANG       
 LG0916
 LG0916.Superseded values are not recommended for survey control.
 LG0916
 LG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0916.See file dsdata.pdf to determine how the superseded data were derived.
 LG0916
 LG0916_MARKER: DR = REFERENCE MARK DISK
 LG0916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0916+WITH SETTING: INFORMATION.
 LG0916_STAMPING: GRAHAM 1950 NO 4 1976
 LG0916_MARK LOGO: NGS
 LG0916_PROJECTION: FLUSH
 LG0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0916
 LG0916  HISTORY     - Date     Condition        Report By
 LG0916  HISTORY     - 1976     MONUMENTED       NGS
 LG0916  HISTORY     - 1976     GOOD             NGS
 LG0916
 LG0916                          STATION DESCRIPTION
 LG0916
 LG0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0916'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0916'GRAHAM 1950 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0916'2 FEET EAST-SOUTHEAST OF THE WEST END BRACE POST IN THE INTERSTATE
 LG0916'80 SOUTH BOUNDARY FENCELINE, 6 INCHES SOUTH OF A METAL WITNESS POST
 LG0916'IN THE FENCELINE AND ABOUT 50 FEET NORTHWEST OF THE NORTHWEST EDGE
 LG0916'OF A POND.
 LG0916'
 LG0916'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTH ON THE FIELD
 LG0916'ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE
 LG0916'GRAVELED ROAD FOR 0.35 MILE TO A FIELD ROAD, 3 METAL GRAIN BINS IN
 LG0916'A NORTH-SOUTH ROW, ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 LG0916'FIELD ROAD FOR 0.3 MILE TO THE INTERSTATE 80 BOUNDARY FENCE.  TURN
 LG0916'LEFT AND GO ABOUT 100 FEET TO THE REFERENCE MARK 4 ON THE RIGHT AS
 LG0916'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1137 ***********************************************************************
 LH1137  DESIGNATION -  GRAND IS CONSUM COOP PWR STACK
 LH1137  PID         -  LH1137
 LH1137  STATE/COUNTY-  NE/HALL
 LH1137  COUNTRY     -  US
 LH1137  USGS QUAD   -  GRAND ISLAND (2017)
 LH1137
 LH1137                         *CURRENT SURVEY CONTROL
 LH1137  ______________________________________________________________________
 LH1137* NAD 83(1995) POSITION- 40 55 39.65279(N) 098 20 30.88716(W)   ADJUSTED
 LH1137  ______________________________________________________________________
 LH1137  GEOID HEIGHT    -        -25.059 (meters)                     GEOID18
 LH1137  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 LH1137  HORZ ORDER      -  THIRD
 LH1137
 LH1137.The horizontal coordinates were established by classical geodetic methods
 LH1137.and adjusted by the National Geodetic Survey in August 1997.
 LH1137
 LH1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1137.GEOID18 height accuracy estimate available here.
 LH1137
 LH1137.Click photographs - Photos may exist for this station.
 LH1137
 LH1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1137
 LH1137. The following values were computed from the NAD 83(1995) position.
 LH1137
 LH1137;                    North         East     Units Scale Factor Converg.
 LH1137;SPC NE       -   122,840.798   639,606.640   MT  0.99970915   +1 05 55.7
 LH1137;SPC NE       -   403,020.18  2,098,442.78   sFT  0.99970915   +1 05 55.7
 LH1137;UTM  14      - 4,530,937.510   555,406.741   MT  0.99963778   +0 25 52.1
 LH1137
 LH1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5540630937(NAD 83)
 LH1137
 LH1137                          SUPERSEDED SURVEY CONTROL
 LH1137
 LH1137  NAD 83(1986)-  40 55 39.66009(N)    098 20 30.88869(W) AD(       ) 3
 LH1137  NAD 27      -  40 55 39.62100(N)    098 20 29.66700(W) AD(       ) 3
 LH1137
 LH1137.Superseded values are not recommended for survey control.
 LH1137
 LH1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1137.See file dsdata.pdf to determine how the superseded data were derived.
 LH1137
 LH1137_MARKER: 63 = STACK
 LH1137
 LH1137  HISTORY     - Date     Condition        Report By
 LH1137  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1137  HISTORY     - 1955     GOOD             CGS
 LH1137  HISTORY     - 1965     GOOD             CGS
 LH1137  HISTORY     - 1972     GOOD             NGS
 LH1137  HISTORY     - 1974     GOOD             NGS
 LH1137  HISTORY     - 1981     GOOD             NGS
 LH1137
 LH1137                          STATION DESCRIPTION
 LH1137
 LH1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1137'THE STATION IS LOCATED IN THE MAIN BUSINESS DISTRICT OF
 LH1137'GRAND ISLAND ON NORTH PINE AND WEST 13TH STREETS.  IT IS
 LH1137'ABOUT 175 FEET HIGH, OF CONCRETE CONSTRUCTION AND SETS ON
 LH1137'THE SOUTH SIDE OF A 200 FEET SQUARE RED BRICK BUILDING.
 LH1137'
 LH1137'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1137
 LH1137                          STATION RECOVERY (1955)
 LH1137
 LH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1137'THE 1950 DESCRIPTION IS INCORRECT.  NEW DESCRIPTION AS FOLLOWS-
 LH1137'STATION IS LOCATED IN THE MAIN BUSINESS DISTRICT OF GRAND
 LH1137'ISLAND, AT THE CITY ELECTRIC POWER PLANT, 200 FT. SW OF THE
 LH1137'INTERSECTION OF W. 4TH. AND N. PINE STREETS, ABOUT 150 FT.
 LH1137'S. OF FIRE STATION NO. 2, ABOUT 200 FT. N. OF UNION PACIFIC
 LH1137'RR PASSENGER DEPOT.  IT IS 228 FT. HIGH, OF CONCRETE
 LH1137'CONSTRUCTION, THE TOP 30 FT. IS PAINTED BLACK, AND SETS ON THE
 LH1137'SOUTH SIDE OF THE POWER PLANT WHICH IS A 200 FT. SQUARE RED BRICK
 LH1137'BUILDING.
 LH1137'
 LH1137'ACCORDING TO GRAND ISLAND POLICE AND FIRE DEPT. THERE IS NO
 LH1137'CONSUMERS CO-OP POWER PLANT.  THE STACK DESCRIBED ABOVE IS
 LH1137'THE MOST PROMINENT OBJECT IN GRAND ISLAND AND CAN BE SEEN FOR
 LH1137'SEVERAL MILES IN ALL DIRECTIONS.  THERE IS NO OTHER CONCRETE STACK
 LH1137'IN THE TOWN (OR VERY HIGH STACK OF ANY KIND)
 LH1137
 LH1137                          STATION RECOVERY (1965)
 LH1137
 LH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1137'THE STATION WAS RECOVERED AS DESCRIBED BY W.T. JOHNSON IN 1955.
 LH1137
 LH1137                          STATION RECOVERY (1972)
 LH1137
 LH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 LH1137'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LH1137'DESCRIBED.
 LH1137'
 LH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1137
 LH1137                          STATION RECOVERY (1974)
 LH1137
 LH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1137'RECOVERED AS PREVIOUSLY DESCRIBED.
 LH1137'
 LH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1137
 LH1137                          STATION RECOVERY (1981)
 LH1137
 LH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DMM)
 LH1137'RECOVERED AS DESCRIBED IN THE 1955 RECOVERY NOTE.
 LH1137'
 LH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRAND ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1134 ***********************************************************************
 LH1134  DESIGNATION -  GRAND IS HALL CO CTHSE
 LH1134  PID         -  LH1134
 LH1134  STATE/COUNTY-  NE/HALL
 LH1134  COUNTRY     -  US
 LH1134  USGS QUAD   -  GRAND ISLAND (2017)
 LH1134
 LH1134                         *CURRENT SURVEY CONTROL
 LH1134  ______________________________________________________________________
 LH1134* NAD 83(1995) POSITION- 40 55 24.50547(N) 098 20 21.85228(W)   ADJUSTED
 LH1134  ______________________________________________________________________
 LH1134  GEOID HEIGHT    -        -25.066 (meters)                     GEOID18
 LH1134  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 LH1134  HORZ ORDER      -  THIRD
 LH1134
 LH1134.The horizontal coordinates were established by classical geodetic methods
 LH1134.and adjusted by the National Geodetic Survey in August 1997.
 LH1134
 LH1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1134.GEOID18 height accuracy estimate available here.
 LH1134
 LH1134.Click photographs - Photos may exist for this station.
 LH1134
 LH1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1134
 LH1134. The following values were computed from the NAD 83(1995) position.
 LH1134
 LH1134;                    North         East     Units Scale Factor Converg.
 LH1134;SPC NE       -   122,377.812   639,826.895   MT  0.99970989   +1 06 01.7
 LH1134;SPC NE       -   401,501.20  2,099,165.40   sFT  0.99970989   +1 06 01.7
 LH1134;UTM  14      - 4,530,472.023   555,621.570   MT  0.99963808   +0 25 57.8
 LH1134
 LH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5562130472(NAD 83)
 LH1134
 LH1134                          SUPERSEDED SURVEY CONTROL
 LH1134
 LH1134  NAD 83(1986)-  40 55 24.51279(N)    098 20 21.85382(W) AD(       ) 3
 LH1134  NAD 27      -  40 55 24.47200(N)    098 20 20.63900(W) AD(       ) 3
 LH1134
 LH1134.Superseded values are not recommended for survey control.
 LH1134
 LH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1134.See file dsdata.pdf to determine how the superseded data were derived.
 LH1134
 LH1134_MARKER: 87 = DOME
 LH1134
 LH1134  HISTORY     - Date     Condition        Report By
 LH1134  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1134  HISTORY     - 1965     GOOD             CGS
 LH1134  HISTORY     - 1974     GOOD             NGS
 LH1134  HISTORY     - 20030813 GOOD             USPSQD
 LH1134
 LH1134                          STATION DESCRIPTION
 LH1134
 LH1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1134'THE STATION IS LOCATED IN GRAND ISLAND AND IS BORDERED BY
 LH1134'LOCUST, EAST 1ST, COURT, AND PINE STREETS.  IT IS ABOUT 120
 LH1134'FEET HIGH, OF STONE CONSTRUCTION AND HAS A GREEN DOME ON TOP.
 LH1134'
 LH1134'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF DOME.
 LH1134
 LH1134                          STATION RECOVERY (1965)
 LH1134
 LH1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1134'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED.
 LH1134
 LH1134                          STATION RECOVERY (1974)
 LH1134
 LH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1134'RECOVERED AS DESCRIBED.
 LH1134'
 LH1134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1134
 LH1134                          STATION RECOVERY (2003)
 LH1134
 LH1134'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1156 ***********************************************************************
 LH1156  DESIGNATION -  GRAND IS NEBR ST PATROL MAST
 LH1156  PID         -  LH1156
 LH1156  STATE/COUNTY-  NE/HALL
 LH1156  COUNTRY     -  US
 LH1156  USGS QUAD   -  ABBOTT (2017)
 LH1156
 LH1156                         *CURRENT SURVEY CONTROL
 LH1156  ______________________________________________________________________
 LH1156* NAD 83(1995) POSITION- 40 55 20.39780(N) 098 22 46.03633(W)   ADJUSTED
 LH1156  ______________________________________________________________________
 LH1156  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 LH1156  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 LH1156  HORZ ORDER      -  THIRD
 LH1156
 LH1156.The horizontal coordinates were established by classical geodetic methods
 LH1156.and adjusted by the National Geodetic Survey in August 1997.
 LH1156
 LH1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1156.GEOID18 height accuracy estimate available here.
 LH1156
 LH1156.Click photographs - Photos may exist for this station.
 LH1156
 LH1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1156
 LH1156. The following values were computed from the NAD 83(1995) position.
 LH1156
 LH1156;                    North         East     Units Scale Factor Converg.
 LH1156;SPC NE       -   122,187.165   636,457.252   MT  0.99971009   +1 04 26.1
 LH1156;SPC NE       -   400,875.72  2,088,110.17   sFT  0.99971009   +1 04 26.1
 LH1156;UTM  14      - 4,530,320.661   552,250.185   MT  0.99963360   +0 24 23.4
 LH1156
 LH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5225030320(NAD 83)
 LH1156
 LH1156                          SUPERSEDED SURVEY CONTROL
 LH1156
 LH1156  NAD 83(1986)-  40 55 20.40504(N)    098 22 46.03788(W) AD(       ) 3
 LH1156  NAD 27      -  40 55 20.36500(N)    098 22 44.81600(W) AD(       ) 3
 LH1156
 LH1156.Superseded values are not recommended for survey control.
 LH1156
 LH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1156.See file dsdata.pdf to determine how the superseded data were derived.
 LH1156
 LH1156_MARKER: 42 = RADIO/TV MAST
 LH1156
 LH1156  HISTORY     - Date     Condition        Report By
 LH1156  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1156  HISTORY     - 1955     GOOD             CGS
 LH1156  HISTORY     - 1974     GOOD             NGS
 LH1156  HISTORY     - 1981     GOOD             NGS
 LH1156
 LH1156                          STATION DESCRIPTION
 LH1156
 LH1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1156'THE STATION IS LOCATED JUST WEST OF GRAND ISLAND. IT IS 300
 LH1156'FEET HIGH, OF STEEL CONSTRUCTION, PAINTED ORANGE AND WHITE,
 LH1156'HAS FOUR LEGS AND HAS A RED LAMP ON TOP OF THE MAST.
 LH1156'
 LH1156'THE POINT INTERSECTED WAS THE RED LAMP ON TOP.
 LH1156'
 LH1156'TO REACH THE STATION FROM THE OVERPASS ON US HIGHWAY 30 AT
 LH1156'THE SOUTHWEST EDGE OF GRAND ISLAND, GO SOUTHWEST ON US HIGHWAY
 LH1156'30 FOR 0.6 MILE TO A GRAVEL ROAD.  TURN SHARP RIGHT AND
 LH1156'GO NORTH ON THE GRAVEL ROAD FOR 0.8 MILE TO THE STATION ON
 LH1156'THE LEFT.
 LH1156
 LH1156                          STATION RECOVERY (1955)
 LH1156
 LH1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1156'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1156
 LH1156                          STATION RECOVERY (1974)
 LH1156
 LH1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1156'RECOVERED IN GOOD CONDITION, GRAVELED ROAD IS NOW PAVED.
 LH1156'
 LH1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1156
 LH1156                          STATION RECOVERY (1981)
 LH1156
 LH1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DMM)
 LH1156'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1156'
 LH1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRAND ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1141 ***********************************************************************
 LH1141  DESIGNATION -  GRAND IS ST MARYS CATHEDRAL
 LH1141  PID         -  LH1141
 LH1141  STATE/COUNTY-  NE/HALL
 LH1141  COUNTRY     -  US
 LH1141  USGS QUAD   -  GRAND ISLAND (2017)
 LH1141
 LH1141                         *CURRENT SURVEY CONTROL
 LH1141  ______________________________________________________________________
 LH1141* NAD 83(1995) POSITION- 40 55 15.45774(N) 098 20 34.30643(W)   ADJUSTED
 LH1141  ______________________________________________________________________
 LH1141  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 LH1141  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 LH1141  HORZ ORDER      -  THIRD
 LH1141
 LH1141.The horizontal coordinates were established by classical geodetic methods
 LH1141.and adjusted by the National Geodetic Survey in August 1997.
 LH1141
 LH1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1141.GEOID18 height accuracy estimate available here.
 LH1141
 LH1141.Click photographs - Photos may exist for this station.
 LH1141
 LH1141.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1141
 LH1141. The following values were computed from the NAD 83(1995) position.
 LH1141
 LH1141;                    North         East     Units Scale Factor Converg.
 LH1141;SPC NE       -   122,093.251   639,540.980   MT  0.99971034   +1 05 53.4
 LH1141;SPC NE       -   400,567.61  2,098,227.37   sFT  0.99971034   +1 05 53.4
 LH1141;UTM  14      - 4,530,190.834   555,332.379   MT  0.99963768   +0 25 49.6
 LH1141
 LH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5533230190(NAD 83)
 LH1141
 LH1141                          SUPERSEDED SURVEY CONTROL
 LH1141
 LH1141  NAD 83(1986)-  40 55 15.46504(N)    098 20 34.30794(W) AD(       ) 3
 LH1141  NAD 27      -  40 55 15.42500(N)    098 20 33.08900(W) AD(       ) 3
 LH1141
 LH1141.Superseded values are not recommended for survey control.
 LH1141
 LH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1141.See file dsdata.pdf to determine how the superseded data were derived.
 LH1141
 LH1141_MARKER: 90 = CHURCH SPIRE
 LH1141
 LH1141  HISTORY     - Date     Condition        Report By
 LH1141  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1141  HISTORY     - 1965     GOOD             CGS
 LH1141  HISTORY     - 1974     GOOD             NGS
 LH1141  HISTORY     - 20030813 GOOD             USPSQD
 LH1141
 LH1141                          STATION DESCRIPTION
 LH1141
 LH1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1141'THE STATION IS LOCATED IN GRAND ISLAND ON THE NORTHEAST
 LH1141'CORNER OF SOUTH ELM AND WEST DIVISION STREETS.  IT IS ABOUT 120
 LH1141'FEET HIGH, OF WOOD CONSTRUCTION AND IS PAINTED BLACK.
 LH1141'
 LH1141'THE POINT INTERSECTED WAS THE TOP OF SPIRE.
 LH1141
 LH1141                          STATION RECOVERY (1965)
 LH1141
 LH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1141'ST. MARYS CATHEDRAL IS IN THE CENTRAL PART OF GRAND ISLAND ON THE
 LH1141'SOUTH SIDE OF DIVISION ST. BETWEEN ELM ST. AND CEDAR ST.  THE
 LH1141'STATION IS THE BLACK SPIRE ATOP THE CENTER OF THE CHURCH.
 LH1141
 LH1141                          STATION RECOVERY (1974)
 LH1141
 LH1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1141'RECOVERED IN GOOD CONDITION.
 LH1141'
 LH1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1141
 LH1141                          STATION RECOVERY (2003)
 LH1141
 LH1141'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1132 ***********************************************************************
 LH1132  DESIGNATION -  GRAND IS VETERANS HOSP STACK
 LH1132  PID         -  LH1132
 LH1132  STATE/COUNTY-  NE/HALL
 LH1132  COUNTRY     -  US
 LH1132  USGS QUAD   -  GRAND ISLAND (2017)
 LH1132
 LH1132                         *CURRENT SURVEY CONTROL
 LH1132  ______________________________________________________________________
 LH1132* NAD 83(1995) POSITION- 40 56 31.98234(N) 098 21 20.31627(W)   ADJUSTED
 LH1132  ______________________________________________________________________
 LH1132  GEOID HEIGHT    -        -25.029 (meters)                     GEOID18
 LH1132  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 LH1132  HORZ ORDER      -  THIRD
 LH1132
 LH1132.The horizontal coordinates were established by classical geodetic methods
 LH1132.and adjusted by the National Geodetic Survey in August 1997.
 LH1132
 LH1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1132.GEOID18 height accuracy estimate available here.
 LH1132
 LH1132.Click photographs - Photos may exist for this station.
 LH1132
 LH1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1132
 LH1132. The following values were computed from the NAD 83(1995) position.
 LH1132
 LH1132;                    North         East     Units Scale Factor Converg.
 LH1132;SPC NE       -   124,432.215   638,420.033   MT  0.99970665   +1 05 23.0
 LH1132;SPC NE       -   408,241.36  2,094,549.72   sFT  0.99970665   +1 05 23.0
 LH1132;UTM  14      - 4,532,542.531   554,238.839   MT  0.99963621   +0 25 20.1
 LH1132
 LH1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5423832542(NAD 83)
 LH1132
 LH1132                          SUPERSEDED SURVEY CONTROL
 LH1132
 LH1132  NAD 83(1986)-  40 56 31.98974(N)    098 21 20.31771(W) AD(       ) 3
 LH1132  NAD 27      -  40 56 31.94800(N)    098 21 19.09900(W) AD(       ) 3
 LH1132
 LH1132.Superseded values are not recommended for survey control.
 LH1132
 LH1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1132.See file dsdata.pdf to determine how the superseded data were derived.
 LH1132
 LH1132_MARKER: 63 = STACK
 LH1132
 LH1132  HISTORY     - Date     Condition        Report By
 LH1132  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1132  HISTORY     - 1955     GOOD             CGS
 LH1132  HISTORY     - 1965     GOOD             CGS
 LH1132  HISTORY     - 1974     GOOD             NGS
 LH1132  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 LH1132
 LH1132                          STATION DESCRIPTION
 LH1132
 LH1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1132'STATION IS LOCATED ABOUT 1.5 MILES FROM JUNCTION OF US HWY.
 LH1132'281, 30, AND 2 IN THE NORTHEAST PART OF GRAND ISLAND.
 LH1132'
 LH1132'STATION IS 100 FEET HIGH AND IS CREAM COLORED BRICK.  THE
 LH1132'POINT INTERSECTED WAS THE EXTREME TOP.
 LH1132'
 LH1132'TO REACH FROM JUNCTION OF HIGHWAYS 281, 30 AND 2 IN WEST
 LH1132'EDGE OF GRAND ISLAND, GO NORTH ON HIGHWAY 281 FOR 1.5 MILES,
 LH1132'TURN RIGHT (EAST) ON DRIVE FOR .02 MILE TO STACK IN EAST
 LH1132'CORNER OF HOSPITAL GROUNDS.
 LH1132
 LH1132                          STATION RECOVERY (1955)
 LH1132
 LH1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1132'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1132
 LH1132                          STATION RECOVERY (1965)
 LH1132
 LH1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1132'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE CENTER OF THE
 LH1132'BUSINESS DISTRICT, IN THE SOUTHEAST PART OF THE V.A. HOSPITAL
 LH1132'GROUNDS.  IT IS AN EIGHT-SIDED YELLOW BRICK STACK ATOP THE
 LH1132'SOUTHEAST CORNER OF THE HOSPITALS POWER PLANT, RISING ABOUT 106
 LH1132'FEET ABOVE THE GROUND.
 LH1132
 LH1132                          STATION RECOVERY (1974)
 LH1132
 LH1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1132'RECOVERED IN GOOD CONDITION.
 LH1132'1040.
 LH1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST PART OF
 LH1132'GRAND ISLAND.
 LH1132
 LH1132                          STATION RECOVERY (2003)
 LH1132
 LH1132'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1132'STATION NOT FOUND. SITE LOCATED ON THE GRAND ISLAND VETERANS HOSPITAL
 LH1132'GROUNDS. STACK NO LONGER EXISTS. STACK HAS BEEN TORN DOWN. THIS
 LH1132'STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0058 ***********************************************************************
 LH0058  DESIGNATION -  GRAND ISLAND
 LH0058  PID         -  LH0058
 LH0058  STATE/COUNTY-  NE/HALL
 LH0058  COUNTRY     -  US
 LH0058  USGS QUAD   -  GRAND ISLAND (2017)
 LH0058
 LH0058                         *CURRENT SURVEY CONTROL
 LH0058  ______________________________________________________________________
 LH0058* NAD 83(1986) POSITION- 40 56 21.     (N) 098 19 13.     (W)   SCALED
 LH0058* NAVD 88 ORTHO HEIGHT -   564.523 (meters)     1852.11  (feet) ADJUSTED
 LH0058  ______________________________________________________________________
 LH0058  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 LH0058  DYNAMIC HEIGHT  -        564.226 (meters)     1851.13  (feet) COMP
 LH0058  MODELED GRAVITY -    980,080.4   (mgal)                       NAVD 88
 LH0058
 LH0058  VERT ORDER      -  FIRST     CLASS II
 LH0058
 LH0058.This mark is at Central Nebraska Regional Airport (GRI)
 LH0058
 LH0058.The horizontal coordinates were scaled from a map and have
 LH0058.an estimated accuracy of +/- 6 seconds.
 LH0058
 LH0058.The orthometric height was determined by differential leveling and
 LH0058.adjusted by the NATIONAL GEODETIC SURVEY
 LH0058.in June 1991.
 LH0058
 LH0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0058.GEOID18 height accuracy estimate available here.
 LH0058
 LH0058.Click photographs - Photos may exist for this station.
 LH0058
 LH0058.The dynamic height is computed by dividing the NAVD 88
 LH0058.geopotential number by the normal gravity value computed on the
 LH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0058.degrees latitude (g = 980.6199 gals.).
 LH0058
 LH0058.The modeled gravity was interpolated from observed gravity values.
 LH0058
 LH0058;                    North         East    Units  Estimated Accuracy
 LH0058;SPC NE       -   124,150.      641,400.      MT  (+/- 180 meters Scaled)
 LH0058
 LH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572322(NAD 83)
 LH0058
 LH0058                          SUPERSEDED SURVEY CONTROL
 LH0058
 LH0058  NGVD 29 (??/??/92)  564.272  (m)         1851.28   (f) ADJ UNCH    1 2
 LH0058
 LH0058.Superseded values are not recommended for survey control.
 LH0058
 LH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0058.See file dsdata.pdf to determine how the superseded data were derived.
 LH0058
 LH0058_MARKER: DB = BENCH MARK DISK
 LH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0058_STAMPING: GRAND ISLAND 1935
 LH0058_MARK LOGO: CGS
 LH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0058+STABILITY: SURFACE MOTION
 LH0058
 LH0058  HISTORY     - Date     Condition        Report By
 LH0058  HISTORY     - 1935     MONUMENTED       CGS
 LH0058  HISTORY     - 1949     GOOD             CGS
 LH0058  HISTORY     - 1949     GOOD             CGS
 LH0058
 LH0058                          STATION DESCRIPTION
 LH0058
 LH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0058'AT GRAND ISLAND.
 LH0058'AT GRAND ISLAND, AT THE OLD CENTRAL AIRPORT (NOW ABANDONED),
 LH0058'103 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVEL STREET,
 LH0058'59.1 FEET NORTH OF THE CENTER OF A FIRE HYDRANT, 45 FEET EAST
 LH0058'OF THE CENTER LINE OF A NORTH-SOUTH GRAVEL STREET, 32.6 FEET
 LH0058'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD CONCRETE FOUNDATION
 LH0058'OF A HANGAR AT THE SOUTHWEST CORNER OF THE OLD AIRFIELD, 2 FEET
 LH0058'SOUTH OF A REFERENCE POST, 1.7 FEET EAST OF A FENCE, SET IN
 LH0058'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0058
 LH0058                          STATION RECOVERY (1949)
 LH0058
 LH0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5004 ***********************************************************************
 DG5004  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5004  DESIGNATION -  GRAND ISLAND CORS ARP
 DG5004  CORS_ID     -  NEGI
 DG5004  PID         -  DG5004
 DG5004  STATE/COUNTY-  NE/HALL
 DG5004  COUNTRY     -  US
 DG5004  USGS QUAD   -  GRAND ISLAND (2017)
 DG5004
 DG5004                         *CURRENT SURVEY CONTROL
 DG5004  ______________________________________________________________________
 DG5004* NAD 83(2011) POSITION- 40 55 20.11235(N) 098 19 41.34970(W)   ADJUSTED
 DG5004* NAD 83(2011) ELLIP HT-   542.582 (meters)        (07/??/23)   ADJUSTED
 DG5004* NAD 83(2011) EPOCH   -  2010.00
 DG5004  ______________________________________________________________________
 DG5004  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 DG5004  NAD 83(2011) X  -   -699,105.133 (meters)                     COMP
 DG5004  NAD 83(2011) Y  - -4,775,762.583 (meters)                     COMP
 DG5004  NAD 83(2011) Z  -  4,156,258.605 (meters)                     COMP
 DG5004
 DG5004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5004  Standards:
 DG5004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5004  -------------------------------------------------------------------
 DG5004  NETWORK    0.17   0.25           0.04   0.08   0.13      0.18607400
 DG5004  -------------------------------------------------------------------
 DG5004
 DG5004.The coordinates were established by GPS observations
 DG5004.and adjusted by the National Geodetic Survey in July 2023.
 DG5004
 DG5004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5004.been affixed to the stable North American Tectonic Plate. 
 DG5004
 DG5004.The coordinates are valid at the epoch date displayed above
 DG5004.which is a decimal equivalence of Year/Month/Day.
 DG5004
 DG5004.Due to the release of the International GNSS Service (IGS) 2014
 DG5004.realization of the International Terrestrial Reference Frame of 2014
 DG5004.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DG5004.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DG5004.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DG5004.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DG5004.currently published epoch of 2010.00.
 DG5004
 DG5004.Additional information on MYCS2 is available at
 DG5004.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DG5004
 DG5004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5004.GEOID18 height accuracy estimate available here.
 DG5004
 DG5004.The PID for the CORS L1 Phase Center is DJ5448.
 DG5004
 DG5004.Click photographs - Photos may exist for this station.
 DG5004
 DG5004.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5004
 DG5004.The ellipsoidal height was determined by GPS observations
 DG5004.and is referenced to NAD 83.
 DG5004
 DG5004. The following values were computed from the NAD 83(2011) position.
 DG5004
 DG5004;                    North         East     Units Scale Factor Converg.
 DG5004;SPC NE       -   122,260.615   640,776.739   MT  0.99971011   +1 06 28.5
 DG5004;SPC NE       -   401,116.70  2,102,281.68   sFT  0.99971011   +1 06 28.5
 DG5004;UTM  14      - 4,530,343.773   556,569.916   MT  0.99963939   +0 26 24.3
 DG5004
 DG5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5004!SPC NE       -   0.99991490  x   0.99971011  =   0.99962503
 DG5004!UTM  14      -   0.99991490  x   0.99963939  =   0.99955432
 DG5004
 DG5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5656930343(NAD 83)
 DG5004
 DG5004                          SUPERSEDED SURVEY CONTROL
 DG5004
 DG5004  NAD 83(2011)-  40 55 20.11233(N)    098 19 41.34972(W) AD(2010.00) c
 DG5004  ELLIP H (06/??/19)  542.607  (m)                       GP(2010.00) c c
 DG5004  ELLIP H (06/27/12)  542.612  (m)                       GP(2010.00) 0 0
 DG5004  NAD 83(2011)-  40 55 20.11246(N)    098 19 41.34980(W) AD(2010.00) c
 DG5004  NAD 83(2011)-  40 55 20.11234(N)    098 19 41.34977(W) AD(2010.00) c
 DG5004  ELLIP H (08/??/11)  542.597  (m)                       GP(2010.00) c c
 DG5004  NAD 83(CORS)-  40 55 20.11230(N)    098 19 41.35051(W) AD(2002.00) c
 DG5004  ELLIP H (04/??/04)  542.596  (m)                       GP(2002.00) c c
 DG5004
 DG5004.Superseded values are not recommended for survey control.
 DG5004
 DG5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5004.See file dsdata.pdf to determine how the superseded data were derived.
 DG5004
 DG5004_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5004
 DG5004                          STATION DESCRIPTION
 DG5004
 DG5004'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DG5004'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DG5004'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DG5004'ACCESSIBLE AT THE WORLDWIDE WEB.
 DG5004'https://geodesy.noaa.gov/CORS/data.shtml
 DG5004'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ4408 ***********************************************************************
 AJ4408  DESIGNATION -  GRAND ISLAND GPS BASE STA ARP
 AJ4408  PID         -  AJ4408
 AJ4408  STATE/COUNTY-  NE/HALL
 AJ4408  COUNTRY     -  US
 AJ4408  USGS QUAD   -  GRAND ISLAND (2017)
 AJ4408
 AJ4408                         *CURRENT SURVEY CONTROL
 AJ4408  ______________________________________________________________________
 AJ4408* NAD 83(2011) POSITION- 40 55 20.11241(N) 098 19 41.35006(W)   ADJUSTED
 AJ4408* NAD 83(2011) ELLIP HT-   542.591 (meters)        (06/27/12)   ADJUSTED
 AJ4408* NAD 83(2011) EPOCH   -  2010.00
 AJ4408* NAVD 88 ORTHO HEIGHT -   567.7   (meters)     1863.    (feet) GPS OBS
 AJ4408  ______________________________________________________________________
 AJ4408  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ4408  GEOID HEIGHT    -        -25.051 (meters)                     GEOID99
 AJ4408  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 AJ4408  NAD 83(2011) X  -   -699,105.142 (meters)                     COMP
 AJ4408  NAD 83(2011) Y  - -4,775,762.588 (meters)                     COMP
 AJ4408  NAD 83(2011) Z  -  4,156,258.613 (meters)                     COMP
 AJ4408  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 AJ4408
 AJ4408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4408  Standards:
 AJ4408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4408  -------------------------------------------------------------------
 AJ4408  NETWORK    0.16   0.35           0.07   0.06   0.18      0.00469368
 AJ4408  -------------------------------------------------------------------
 AJ4408  Click here for local accuracies and other accuracy information.
 AJ4408
 AJ4408.The horizontal coordinates were established by GPS observations
 AJ4408.and adjusted by the National Geodetic Survey in June 2012.
 AJ4408
 AJ4408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4408.been affixed to the stable North American tectonic plate. See 
 AJ4408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4408
 AJ4408.The horizontal coordinates are valid at the epoch date displayed above
 AJ4408.which is a decimal equivalence of Year/Month/Day.
 AJ4408
 AJ4408.The orthometric height was determined by GPS observations and a
 AJ4408.high-resolution geoid model.
 AJ4408
 AJ4408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4408.GEOID18 height accuracy estimate available here.
 AJ4408
 AJ4408.Click photographs - Photos may exist for this station.
 AJ4408
 AJ4408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4408
 AJ4408.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4408
 AJ4408.The ellipsoidal height was determined by GPS observations
 AJ4408.and is referenced to NAD 83.
 AJ4408
 AJ4408. The following values were computed from the NAD 83(2011) position.
 AJ4408
 AJ4408;                    North         East     Units Scale Factor Converg.
 AJ4408;SPC NE       -   122,260.617   640,776.730   MT  0.99971011   +1 06 28.5
 AJ4408;SPC NE       -   401,116.71  2,102,281.66   sFT  0.99971011   +1 06 28.5
 AJ4408;UTM  14      - 4,530,343.775   556,569.908   MT  0.99963939   +0 26 24.3
 AJ4408
 AJ4408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4408!SPC NE       -   0.99991490  x   0.99971011  =   0.99962503
 AJ4408!UTM  14      -   0.99991490  x   0.99963939  =   0.99955432
 AJ4408
 AJ4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5656930343(NAD 83)
 AJ4408
 AJ4408                          SUPERSEDED SURVEY CONTROL
 AJ4408
 AJ4408  NAD 83(2007)-  40 55 20.11231(N)    098 19 41.35079(W) AD(2002.00) 0
 AJ4408  ELLIP H (02/10/07)  542.618  (m)                       GP(2002.00)    
 AJ4408  NAD 83(1995)-  40 55 20.11220(N)    098 19 41.35074(W) AD(       ) A
 AJ4408  ELLIP H (07/10/01)  542.605  (m)                       GP(       ) 4 1
 AJ4408
 AJ4408.Superseded values are not recommended for survey control.
 AJ4408
 AJ4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4408.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4408
 AJ4408_MARKER: Z = SEE DESCRIPTION
 AJ4408_SETTING: 0 = UNSPECIFIED SETTING
 AJ4408_MARK LOGO: NONE
 AJ4408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4408+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4408
 AJ4408  HISTORY     - Date     Condition        Report By
 AJ4408  HISTORY     - 1997     MONUMENTED       NEGS
 AJ4408
 AJ4408                          STATION DESCRIPTION
 AJ4408
 AJ4408'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1997
 AJ4408'THE STATION IS A GPS BASE STATION ANTENNA REFERENCE POINT.  THE
 AJ4408'STATION IS MAINTAINED BY THE GRAND ISLAND, NEBRASKA UTILITIES
 AJ4408'DEPARTMENT AND THE NEBRASKA STATE SURVEYORS OFFICE.  THE STATION IS
 AJ4408'LOCATED IN THE CITY OF GRAND ISLAND, NEBRASKA.  INQUIRIES REGARDING
 AJ4408'STATION DATA MANAGEMENT MATTERS SHOULD BE DIRECTED TO MR.  STEVE COBB
 AJ4408'AT THE NEBRASKA STATE SURVEYORS OFFICE IN LINCOLN, NEBRASKA. FOR
 AJ4408'FURTHER INFORMATION GO TO WWW.SSO.STATE.NE.US.  FOR ON SITE MATTERS
 AJ4408'RELATED TO THE STATION CONTACT MR.  TOM BARNES AT THE UTILITY
 AJ4408'DEPARTMENT AT 308-385-5463, VOICE OR 308-385-5449, FAX.  THE STATION
 AJ4408'MAY BECOME A PART OF THE COOP CORS NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1139 ***********************************************************************
 LH1139  DESIGNATION -  GRAND RESET
 LH1139  PID         -  LH1139
 LH1139  STATE/COUNTY-  NE/HALL
 LH1139  COUNTRY     -  US
 LH1139  USGS QUAD   -  GRAND ISLAND (2017)
 LH1139
 LH1139                         *CURRENT SURVEY CONTROL
 LH1139  ______________________________________________________________________
 LH1139* NAD 83(1995) POSITION- 40 54 55.66232(N) 098 22 09.42288(W)   ADJUSTED
 LH1139* NAVD 88 ORTHO HEIGHT -   570.53  (+/-2cm)     1871.8   (feet) VERTCON
 LH1139  ______________________________________________________________________
 LH1139  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 LH1139  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 LH1139  HORZ ORDER      -  SECOND
 LH1139  VERT ORDER      -  THIRD ? (See Below)
 LH1139
 LH1139.The horizontal coordinates were established by classical geodetic methods
 LH1139.and adjusted by the National Geodetic Survey in August 1997.
 LH1139
 LH1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1139
 LH1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1139.GEOID18 height accuracy estimate available here.
 LH1139
 LH1139.The vertical order pertains to the NGVD 29 superseded value.
 LH1139
 LH1139.Click photographs - Photos may exist for this station.
 LH1139
 LH1139.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1139
 LH1139. The following values were computed from the NAD 83(1995) position.
 LH1139
 LH1139;                    North         East     Units Scale Factor Converg.
 LH1139;SPC NE       -   121,440.587   637,327.931   MT  0.99971131   +1 04 50.4
 LH1139;SPC NE       -   398,426.33  2,090,966.72   sFT  0.99971131   +1 04 50.4
 LH1139;UTM  14      - 4,529,564.048   553,112.041   MT  0.99963472   +0 24 47.1
 LH1139
 LH1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1139!SPC NE       -   0.99991444  x   0.99971131  =   0.99962577
 LH1139!UTM  14      -   0.99991444  x   0.99963472  =   0.99954919
 LH1139
 LH1139:                Primary Azimuth Mark                     Grid Az
 LH1139:SPC NE       -  GRAND AZ MK                              227 09 39.9
 LH1139:UTM  14      -  GRAND AZ MK                              227 49 43.2
 LH1139
 LH1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5311229564(NAD 83)
 LH1139
 LH1139|---------------------------------------------------------------------|
 LH1139| PID    Reference Object                     Distance      Geod. Az  |
 LH1139|                                                           dddmmss.s |
 LH1139| LH1132 GRAND IS VETERANS HOSP STACK        APPROX. 3.2 KM 0210807.7 |
 LH1139| CN8650 GRAND RM 3                           49.103 METERS 03438     |
 LH1139| CN8651 GRAND RM 4                           14.155 METERS 05328     |
 LH1139| CN8652 GRAND A PT                           80.496 METERS 05622     |
 LH1139| LH1137 GRAND IS CONSUM COOP PWR STACK      APPROX. 2.7 KM 0593039.9 |
 LH1139| CN8648 GRAND RM 1                           25.778 METERS 06113     |
 LH1139| LH1134 GRAND IS HALL CO CTHSE              APPROX. 2.7 KM 0703120.9 |
 LH1139| LH1141 GRAND IS ST MARYS CATHEDRAL         APPROX. 2.3 KM 0743856.8 |
 LH1139| LH1099 PHILLIPS MUNICIPAL TANK             APPROX.13.2 KM 0992342.5 |
 LH1139| LH1138 RIVERSIDE POWER PLANT STACK         APPROX. 9.4 KM 1004005.6 |
 LH1139| LH1143 DONIPHAN MUNICIPAL TANK             APPROX.15.8 KM 1801455.2 |
 LH1139| CN8649 GRAND RM 2                           24.967 METERS 22520     |
 LH1139| CN8646 GRAND AZ MK                                        2281430.3 |
 LH1139| CN8647 GRAND AZ MK ECC                                    2282901.8 |
 LH1139| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 9.2 KM 2735403.4 |
 LH1139| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX. 1.1 KM 3114133.4 |
 LH1139|---------------------------------------------------------------------|
 LH1139
 LH1139                          SUPERSEDED SURVEY CONTROL
 LH1139
 LH1139  NAD 83(1986)-  40 54 55.66970(N)    098 22 09.42480(W) AD(       ) 2
 LH1139  NAD 27      -  40 54 55.62900(N)    098 22 08.20100(W) AD(       ) 2
 LH1139  NGVD 29             570.28   (m)         1871.0    (f) LEVELING    3  
 LH1139
 LH1139.Superseded values are not recommended for survey control.
 LH1139
 LH1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1139.See file dsdata.pdf to determine how the superseded data were derived.
 LH1139
 LH1139_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1139_STAMPING: GRAND 1950 1973
 LH1139_MARK LOGO: NGS
 LH1139_PROJECTION: FLUSH
 LH1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1139+STABILITY: SURFACE MOTION
 LH1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1139+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2017
 LH1139
 LH1139  HISTORY     - Date     Condition        Report By
 LH1139  HISTORY     - 1973     MONUMENTED       NGS
 LH1139  HISTORY     - 20170817 GOOD             THOMDD
 LH1139
 LH1139                          STATION DESCRIPTION
 LH1139
 LH1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1139'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 LH1139'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE
 LH1139'MARK 1 AND REFERENCE MARK 2 WERE REPORTED DESTROYED AND WERE NOT
 LH1139'FOUND THIS DATE.  A NEW SURFACE STATION MARK WAS SET OVER THE
 LH1139'UNDERGROUND STATION MARK AND REFERENCE MARKS 3 AND 4 WERE
 LH1139'ESTABLISHED THIS DATE.
 LH1139'
 LH1139'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 LH1139'
 LH1139'THE STATION IS LOCATED IN THE SOUTHWEST PART OF GRAND ISLAND, JUST
 LH1139'WEST OF THE OVERPASS WHERE US HIGHWAY 30 CROSSES THE UNION PACIFIC
 LH1139'RAILROAD.
 LH1139'
 LH1139'TO REACH THE STATION FROM THE FEDERAL BUILDING IN GRAND ISLAND, GO
 LH1139'SOUTHWESTERLY ON US HIGHWAY 30 FOR 1.7 MILES TO THE STATION ON THE
 LH1139'LEFT, ABOUT 180 FEET SOUTH-SOUTHEAST OF THE MEDIAN OF HIGHWAY 30
 LH1139'AND BETWEEN THE SOUTHWEST END OF VIADUCT AND A CROSSROAD.
 LH1139'
 LH1139'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED GRAND 1950 1973,
 LH1139'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LH1139'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET
 LH1139'NORTHEAST OF A POWER POLE WITH LIGHT, ABOUT 80 FEET NORTH OF
 LH1139'STORAGE TANKS, 49.5 FEET SOUTHWEST OF A DEAD END POWER POLE WITH
 LH1139'3 TRANSFORMERS NEAR TOP, 5.8 FEET NORTHWEST OF A METAL WITNESS
 LH1139'POST, 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND ON THE
 LH1139'SOUTH BANK OF A DRAINAGE DITCH.  THE UNDERGROUND DISK IS
 LH1139'STAMPED GRAND 1950 AND IS ABOUT 30 INCHES BELOW THE GROUND
 LH1139'SURFACE.
 LH1139'
 LH1139'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAND 1950 NO 3 1973,
 LH1139'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LH1139'FLUSH WITH THE GROUND SURFACE.  IT IS 165 FEET WEST-SOUTHWEST OF A
 LH1139'GRANITE LIGHT POLE AT THE SOUTHWEST END OF THE VIADUCT, 143 FEET
 LH1139'WEST-SOUTHWEST OF THE SOUTHWEST GUARD RAIL AT THE SOUTHWEST END
 LH1139'OF VIADUCT, 45.6 FEET SOUTH-SOUTHEAST OF THE MEDIAN OF HIGHWAY 30
 LH1139'AND 3.3 FEET WEST-SOUTHWEST OF A POLE WITH LIGHT NEAR THE TOP.
 LH1139'
 LH1139'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GRAND 1950 NO 4 1973,
 LH1139'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LH1139'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 LH1139'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTH OF THE
 LH1139'POWER POLE WITH THE TRANSFORMERS, 1.8 FEET SOUTHWEST OF A GUY
 LH1139'CABLE ANCHOR FOR POWER POLE AND 0.7 FOOT SOUTHWEST OF A
 LH1139'METAL WITNESS POST.
 LH1139'
 LH1139'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAND 1950, SET IN THE
 LH1139'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 LH1139'ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE CENTER OF OLD
 LH1139'HIGHWAY 30, 2 FEET NORTHWEST OF A METAL WITNESS POST AND 2 FEET
 LH1139'SOUTH OF A 4 X 4 WOOD WITNESS POST.
 LH1139'
 LH1139'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ABOUT 0.05
 LH1139'MILE TO PAVED ROAD (OLD HIGHWAY 30), CONTINUE ON PAVED ROAD,
 LH1139'SOUTHWEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LH1139'
 LH1139'NOTE- IN 1959 WYE LEVEL ELEVATIONS WERE RUN TO STATION GRAND
 LH1139'UNDERGROUND MARK.
 LH1139'
 LH1139'THE TOP OF THE STATION GRAND 1950 1973 SURFACE DISK WAS SET PLUS
 LH1139'0.781 METERS ABOVE THE TOP OF THE UNDERGROUND STATION DISK.
 LH1139'
 LH1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SOUTHWEST
 LH1139'PART OF GRAND ISLAND.
 LH1139
 LH1139                          STATION RECOVERY (2017)
 LH1139
 LH1139'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 LH1139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0469 ***********************************************************************
 MN0469  DESIGNATION -  GRANDVIEW
 MN0469  PID         -  MN0469
 MN0469  STATE/COUNTY-  NE/CHEYENNE
 MN0469  COUNTRY     -  US
 MN0469  USGS QUAD   -  LODGEPOLE (2017)
 MN0469
 MN0469                         *CURRENT SURVEY CONTROL
 MN0469  ______________________________________________________________________
 MN0469* NAD 83(1995) POSITION- 41 09 52.55452(N) 102 40 39.78608(W)   ADJUSTED
 MN0469* NAVD 88 ORTHO HEIGHT -  1236.6   (meters)     4057.    (feet) VERTCON
 MN0469  ______________________________________________________________________
 MN0469  GEOID HEIGHT    -        -19.974 (meters)                     GEOID18
 MN0469  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 MN0469  HORZ ORDER      -  SECOND
 MN0469
 MN0469.The horizontal coordinates were established by classical geodetic methods
 MN0469.and adjusted by the National Geodetic Survey in August 1997.
 MN0469
 MN0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0469
 MN0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0469.GEOID18 height accuracy estimate available here.
 MN0469
 MN0469.Click photographs - Photos may exist for this station.
 MN0469
 MN0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0469
 MN0469. The following values were computed from the NAD 83(1995) position.
 MN0469
 MN0469;                    North         East     Units Scale Factor Converg.
 MN0469;SPC NE       -   151,283.395   275,379.738   MT  0.99967623   -1 46 28.3
 MN0469;SPC NE       -   496,335.61    903,475.02   sFT  0.99967623   -1 46 28.3
 MN0469;UTM  13      - 4,559,628.969   694,827.985   MT  1.00006718   +1 31 44.6
 MN0469
 MN0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0469!SPC NE       -   0.99980919  x   0.99967623  =   0.99948549
 MN0469!UTM  13      -   0.99980919  x   1.00006718  =   0.99987636
 MN0469
 MN0469:                Primary Azimuth Mark                     Grid Az
 MN0469:SPC NE       -  GRANDVIEW AZ MK                          229 28 10.3
 MN0469:UTM  13      -  GRANDVIEW AZ MK                          226 09 57.4
 MN0469
 MN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9482759628(NAD 83)
 MN0469
 MN0469|---------------------------------------------------------------------|
 MN0469| PID    Reference Object                     Distance      Geod. Az  |
 MN0469|                                                           dddmmss.s |
 MN0469| CP8127 GRANDVIEW RM 1                       15.536 METERS 01038     |
 MN0469| CP8128 GRANDVIEW RM 2                       14.210 METERS 07942     |
 MN0469| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX. 3.4 KM 1112352.0 |
 MN0469| MN0471 AIRPORT BCN LODGEPOLE MUN APT       APPROX. 4.1 KM 1162603.4 |
 MN0469| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 8.1 KM 1372224.3 |
 MN0469| CP8126 GRANDVIEW AZ MK                                    2274142.0 |
 MN0469|---------------------------------------------------------------------|
 MN0469
 MN0469                          SUPERSEDED SURVEY CONTROL
 MN0469
 MN0469  NAD 83(1993)-  41 09 52.55443(N)    102 40 39.78636(W) AD(       ) 2
 MN0469  NAD 83(1986)-  41 09 52.55057(N)    102 40 39.78716(W) AD(       ) 2
 MN0469  NAD 27      -  41 09 52.60250(N)    102 40 38.08820(W) AD(       ) 2
 MN0469  NGVD 29 (07/19/86) 1236.1    (m)         4055.     (f) VERT ANG       
 MN0469
 MN0469.Superseded values are not recommended for survey control.
 MN0469
 MN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0469.See file dsdata.pdf to determine how the superseded data were derived.
 MN0469
 MN0469_MARKER: DS = TRIANGULATION STATION DISK
 MN0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0469_STAMPING: GRANDVIEW 1963
 MN0469_MARK LOGO: CGS
 MN0469_PROJECTION: FLUSH
 MN0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0469+STABILITY: SURFACE MOTION
 MN0469
 MN0469  HISTORY     - Date     Condition        Report By
 MN0469  HISTORY     - 1963     MONUMENTED       CGS
 MN0469
 MN0469                          STATION DESCRIPTION
 MN0469
 MN0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0469'THE STATION IS LOCATED 4-1/2 MILES EAST-NORTHEAST OF SUNOL,
 MN0469'2-1/2 MILES WEST-NORTHWEST OF LODGEPOLE, AND 1 MILE NORTH
 MN0469'OF LODGEPOLE CREEK.  IT IS IN PASTURE LAND ON THE HIGH GROUND
 MN0469'ON THE NORTH SIDE OF LODGEPOLE CREEK VALLEY, AND ON LAND
 MN0469'OWNED AT PRESENT BY MR. FRED LEHNKIHL.
 MN0469'
 MN0469'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0469'WEST ON U.S. HIGHWAY 30 FOR 2.8 MILES TO A CROSSROAD.  TURN
 MN0469'RIGHT AND GO NORTH 0.1 MILE TO A CATTLEGUARD.  CONTINUE
 MN0469'NORTH 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0469'NORTH ON BLADED ROAD, UPHILL, 0.7 MILE TO A SECOND CATTLEGUARD.
 MN0469'TURN RIGHT AND GO EAST AND SOUTH ALONG THE SOUTH EDGE OF
 MN0469'CULTIVATION ON TRACK ROAD 0.5 MILE TO STATION ACROSS FENCE
 MN0469'ON RIGHT.  PROCEED EAST 0.2 MILE TO CATTLEGUARD.  CROSS
 MN0469'CATTLEGUARD THEN DOUBLE BACK THROUGH WIRE GATE AND GO WEST ON
 MN0469'SOUTH SIDE OF FENCE 0.2 MILE TO TOP OF HILL TO DRIVE TO
 MN0469'STATION.
 MN0469'
 MN0469'THE STATION MARK IS A STANDARD DISK STAMPED GRANDVIEW 1963
 MN0469'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0469'THE SURFACE OF THE GROUND.
 MN0469'
 MN0469'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GRANDVIEW
 MN0469'NO 1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 MN0469'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 15 INCHES
 MN0469'LOWER THAN THE STATION MARK.
 MN0469'
 MN0469'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GRANDVIEW
 MN0469'NO 2 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 MN0469'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT
 MN0469'LOWER THAN THE STATION MARK.
 MN0469'
 MN0469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANDVIEW 1963
 MN0469'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0469'THE SURFACE OF THE GROUND.  IT IS 30.5 FEET EAST OF THE
 MN0469'CENTER OF THE BLADED ROAD AND 3.6 FEET NORTH OF A METAL
 MN0469'WITNESS POST.
 MN0469'
 MN0469'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 55.445 FT. OR
 MN0469'16.900 M.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0751 ***********************************************************************
 NN0751  DESIGNATION -  GRANT
 NN0751  PID         -  NN0751
 NN0751  STATE/COUNTY-  NE/LOUP
 NN0751  COUNTRY     -  US
 NN0751  USGS QUAD   -  STONEHOUSE RANCH (2017)
 NN0751
 NN0751                         *CURRENT SURVEY CONTROL
 NN0751  ______________________________________________________________________
 NN0751* NAD 83(1995) POSITION- 42 02 39.53513(N) 099 17 48.86786(W)   ADJUSTED
 NN0751* NAVD 88 ORTHO HEIGHT -   764.    (meters)     2507.    (feet) SCALED
 NN0751  ______________________________________________________________________
 NN0751  GEOID HEIGHT    -        -23.027 (meters)                     GEOID18
 NN0751  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 NN0751  HORZ ORDER      -  FIRST
 NN0751
 NN0751.The horizontal coordinates were established by classical geodetic methods
 NN0751.and adjusted by the National Geodetic Survey in August 1997.
 NN0751
 NN0751.The orthometric height was scaled from a topographic map.
 NN0751
 NN0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0751.GEOID18 height accuracy estimate available here.
 NN0751
 NN0751.Click photographs - Photos may exist for this station.
 NN0751
 NN0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0751
 NN0751. The following values were computed from the NAD 83(1995) position.
 NN0751
 NN0751;                    North         East     Units Scale Factor Converg.
 NN0751;SPC NE       -   245,715.396   558,193.347   MT  0.99970270   +0 27 57.4
 NN0751;SPC NE       -   806,151.26  1,831,339.34   sFT  0.99970270   +0 27 57.4
 NN0751;UTM  14      - 4,654,739.160   475,427.864   MT  0.99960743   -0 11 55.8
 NN0751
 NN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0751!SPC NE       -   0.99988376  x   0.99970270  =   0.99958649
 NN0751!UTM  14      -   0.99988376  x   0.99960743  =   0.99949123
 NN0751
 NN0751:                Primary Azimuth Mark                     Grid Az
 NN0751:SPC NE       -  GRANT AZ MK                              325 57 45.7
 NN0751:UTM  14      -  GRANT AZ MK                              326 37 38.9
 NN0751
 NN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7542754739(NAD 83)
 NN0751
 NN0751|---------------------------------------------------------------------|
 NN0751| PID    Reference Object                     Distance      Geod. Az  |
 NN0751|                                                           dddmmss.s |
 NN0751| CO3177 GRANT RM 1                            5.315 METERS 07507     |
 NN0751| CO3178 GRANT RM 2                            5.597 METERS 32221     |
 NN0751| CO3176 GRANT AZ MK                                        3262543.1 |
 NN0751|---------------------------------------------------------------------|
 NN0751
 NN0751                          SUPERSEDED SURVEY CONTROL
 NN0751
 NN0751  NAD 83(1986)-  42 02 39.53931(N)    099 17 48.87850(W) AD(       ) 1
 NN0751  NAD 27      -  42 02 39.52700(N)    099 17 47.48500(W) AD(       ) 1
 NN0751
 NN0751.Superseded values are not recommended for survey control.
 NN0751
 NN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0751.See file dsdata.pdf to determine how the superseded data were derived.
 NN0751
 NN0751_MARKER: DS = TRIANGULATION STATION DISK
 NN0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0751_STAMPING: GRANT 1949
 NN0751_MARK LOGO: CGS
 NN0751_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0751
 NN0751  HISTORY     - Date     Condition        Report By
 NN0751  HISTORY     - 1949     MONUMENTED       CGS
 NN0751  HISTORY     - 1973     GOOD             NGS
 NN0751  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NN0751
 NN0751                          STATION DESCRIPTION
 NN0751
 NN0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0751'THE STATION IS LOCATED ABOUT 19.0 MILES NORTH AND 4-1/2 MILES
 NN0751'EAST OF TAYLOR, 9.0 MILES EAST AND 7-1/2 MILES SOUTH OF ROSE
 NN0751'POST OFFICE AND ABOUT 1-1/4 MILES EAST AND 1/2 MILE SOUTH OF
 NN0751'THE GRANT SCHOOL HOUSE ON THE HIGHEST POINT OF A PROMINENT
 NN0751'SAND HILL AND ABOUT THE HIGHEST ONE IN THE IMMEDIATE VICINITY.
 NN0751'IT IS ABOUT 200 FEET SOUTH OF AN EAST-WEST FENCE LINE THAT
 NN0751'CROSSES THE HILL TO THE NORTH AND ABOUT 10 FEET NORTH OF THE
 NN0751'HIGHEST POINT.  THE DISK IS SET IN CONCRETE IN THE TOP OF A
 NN0751'4 INCH GALVANIZED IRON PIPE.  IT IS STAMPED GRANT 1949 AND
 NN0751'PROJECTS 6 INCHES.
 NN0751'
 NN0751'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION AND ABOUT
 NN0751'4 FEET LOWER IN ELEVATION THAN STATION MARK.  THE DISK IS
 NN0751'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0751'IT IS STAMPED GRANT NO 1 1949 AND PROJECTS 6 INCHES.
 NN0751'
 NN0751'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT
 NN0751'ON THE SAME ELEVATION AS THE STATION.  THE DISK IS SET IN
 NN0751'CONCRETE IN THE TOP OF A GALVANIZED IRON PIPE.  IT IS STAMPED
 NN0751'GRANT NO 2 1949 AND PROJECTS 6 INCHES.
 NN0751'
 NN0751'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 NN0751'75 FEET SOUTH OF THE SOUTH END OF WIRE GATE INTO THE PASTURE
 NN0751'AND 1 FOOT EAST OF FENCE LINE.  THE DISK IS SET IN CONCRETE
 NN0751'IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.  IT IS STAMPED
 NN0751'GRANT 1949 AND PROJECTS 6 INCHES.
 NN0751'
 NN0751'TO REACH THE STATION FROM THE POST OFFICE IN TAYLOR, GO NORTH
 NN0751'ON U.S. HIGHWAY 183 FOR 21.25 MILES TO A T-ROAD LEFT OPPOSITE
 NN0751'A WHITE HOUSE ON THE RIGHT, CONTINUE NORTH ON HIGHWAY FOR 3.5
 NN0751'MILES TO A DRIVEWAY ON THE RIGHT LEADING TO A SMALL RANCH HOUSE
 NN0751'ABOUT 0.1 MILE EAST OF HIGHWAY, CONTINUE NORTH ON HIGHWAY FOR
 NN0751'0.7 MILE TO A WIRE GATE IN FENCE LINE ON RIGHT OPPOSITE A HIGH
 NN0751'ROUND TOPPED HILL IN PASTURE ON THE LEFT, TURN RIGHT THROUGH
 NN0751'GATE AND FOLLOW TRACK ROAD EAST FOR 0.8 MILE TO WINDMILL ON
 NN0751'RIGHT, CONTINUE EAST ON MAIN TRACK ROAD FOR 2.9 MILES PASSING
 NN0751'WINDMILL TO THE LEFT TO A WIRE GATE, CONTINUE EAST ON MAIN
 NN0751'ROAD FOR 0.1 MILE TO WIRE GATE IN SOUTHWEST CORNER OF LOT
 NN0751'ABOUT 0.1 MILE WEST OF RANCH HOUSE, PASS THROUGH GATE AND
 NN0751'FOLLOW TRACK ROAD NORTH FOR 0.2 MILE TO FORKS, BEAR RIGHT
 NN0751'AND CONTINUE EASTERLY FOR 0.4 MILE TO FORKS, BEAR LEFT AND
 NN0751'FOLLOW TRACK ROAD NORTHEAST FOR 0.7 MILE TO WIRE GATE IN
 NN0751'NORTHEAST CORNER OF PASTURE, PASS THROUGH GATE AND GO EAST
 NN0751'ALONG SOUTH SIDE OF FENCE LINE FOR 0.3 MILE TO WIRE GATE, PASS
 NN0751'THROUGH GATE AND FOLLOW MAIN TRACK ROAD EAST DOWN LANE FOR 0.9 MILE
 NN0751'TO DRIVEWAY RIGHT, TURN RIGHT INTO DRIVEWAY PASSING EAST OF FARM
 NN0751'HOUSE TO THE SOUTHWEST CORNER OF BARN AND WIRE GATE, PASS THROUGH
 NN0751'GATE AND GO SOUTH ACROSS LOT FOR 0.1 MILE TO WIRE GATE, PASS
 NN0751'THROUGH GATE AND TURN LEFT AND FOLLOW TRACK ROAD EAST AND
 NN0751'SOUTHEAST ACROSS PASTURE FOR 0.5 MILE TO WIRE GATE, PASS
 NN0751'THROUGH GATE AND CONTINUE SOUTHEAST AND SOUTH FOR 0.75
 NN0751'MILE TO FORKS, BEAR RIGHT AND GO SOUTH ALONG EAST SIDE
 NN0751'OF FENC LINE FOR 0.4 MILE TO CATTLE GUARD, CROSS CATTLE
 NN0751'GUARD AND FOLLOW MAIN TRACK ROAD SOUTHEAST ACROSS SECTION FOR
 NN0751'0.75 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTHEAST
 NN0751'AND SOUTH ON MAIN TRACK ROAD FOR 0.75 MILE TO DIM FORKS,
 NN0751'BEAR LEFT PASSING TO THE NORTH OF SMALL SCHOOL HOUSE FOR 0.15
 NN0751'MILE (STATION IS VISIBLE FROM THIS POINT.  IT IS ABOUT 1.5
 NN0751'MILES EAST-SOUTHEAST ON HIGHEST POINT OF SAND HILL), PASS
 NN0751'THROUGH GATE AND GO EAST UP VALLEY FOR ABOUT 0.8 MILE, CROSS
 NN0751'OVER SMALL RIDGE AND CONTINUE EAST UP VALLEY FOR ABOUT 0.4
 NN0751'MILE TO WIRE GATE IN FENCE LINE, (AZIMUTH MARK IS ABOUT 75
 NN0751'FEET SOUTH OF THE SOUTH END OF GATE AS DESCRIBED) PASS THROUGH
 NN0751'GATE AND BEAR SOUTHEAST ACROSS PASTURE FOR ABOUT 0.3 MILE
 NN0751'TO EAST-WEST FENCE LINE AND END OF TRUCK TRAVEL.  FROM THIS
 NN0751'POINT STATION IS ABOUT 200 FEET SOUTHEAST ON THE HIGHEST POINT
 NN0751'AS DESCRIBED.
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION KOLA IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION BURWELL USGS IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0751
 NN0751                          STATION RECOVERY (1973)
 NN0751
 NN0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 NN0751'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 NN0751'THE AZIMUTH MARK WAS NOT FOUND BECAUSE OF A NEW ROUTE TO THE
 NN0751'STATION.  THE STATION MARK WAS FOUND BADLY ERODED AND NOW
 NN0751'ABOUT 2 FEET NORTHEAST OF THE EDGE OF A SANDY BLUFF.  IT COULD
 NN0751'NOT BE OCCUPIED.  REFERENCE MARK 2 WAS FOUND PROJECTING 3 FEET
 NN0751'OUT OF GROUND AND WAS RESET IN A SAFER LOCATION.  REFERENCE MARK
 NN0751'1 WAS RECOVERED IN GOOD CONDITION AND MEASURED 0.095 METER
 NN0751'SHORTER BECAUSE A HORIZONTAL MEASUREMENT WAS MADE.  A NEW
 NN0751'STATION GRANT 2 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 NN0751'FOLLOWS--
 NN0751'
 NN0751'THE STATION IS LOCATED ABOUT 19.5 MILES NORTH OF TAYLOR, 12.5
 NN0751'MILES SOUTH-SOUTHEAST OF ROSE, AND 5 MILES WEST-SOUTHWEST OF
 NN0751'BATES.  IT IS 1.5 MILES EAST-NORTHEAST OF A LARGE CIRCULAR
 NN0751'FIELD WITH ROTATING IRRIGATION SYSTEM.  IT IS ON PROPERTY OF
 NN0751'STONE HOUSE CATTLE CO., MR. MARTIN ARMSTRONG, RANCH MANAGER.
 NN0751'
 NN0751'TO REACH THE STATION FROM THE POST OFFICE ON THE NORTHEAST
 NN0751'CORNER OF THE SQUARE IN TAYLOR GO NORTH ON U.S. HIGHWAY 183
 NN0751'FOR 11.6 MILES TO A GRAVELED SIDE ROAD RIGHT, VALLEY VIEW ROAD.
 NN0751'TURN RIGHT AND GO EAST AND SOUTHEAST ON VALLEY VIEW ROAD 4.6
 NN0751'MILES TO A T INTERSECTION.  TURN LEFT AND GO NORTH 0.5 MILE
 NN0751'TO A FORK ON A CURVE.  TAKE LEFT FORK AND GO WEST THEN NORTH
 NN0751'6.8 MILES ON MAIN TRAVELED ROAD TO HEADQUARTERS OF STONE HOUSE
 NN0751'CATTLE CO. RANCH.  BEAR RIGHT AND CONTINUE NORTH ON DIRT RANCH
 NN0751'ROAD 2.25 MILES TO END OF FENCE LINE ON RIGHT AND IRRIGATED
 NN0751'FIELD ON LEFT.  TURN RIGHT AROUND END OF FENCE AND GO
 NN0751'NORTHEASTERLY ON TRACKS 0.1 MILE TO A SHALLOW DRAW LEADING NORTH
 NN0751'OVER A LOW RIDGE.  TURN LEFT AND GO NORTH THROUGH DRAW 0.1
 NN0751'MILE TO DIM TRACKS LEADING EAST-NORTHEAST IN GRASSY
 NN0751'VALLEY.  TURN RIGHT AND FOLLOW DIM TRACKS EAST-NORTHEAST
 NN0751'0.4 MILE TO WINDMILL AND WATER TANK.  CONTINUE EAST ON DIM
 NN0751'TRACKS 0.1 MILE TO A DRAW LEADING NORTH THROUGH RIDGE ON
 NN0751'LEFT.  TURN LEFT AND GO NORTH INTO DRAW TO SUMMIT.  (FROM
 NN0751'THIS POINT THE STATION HILL IS VISIBLE AT A MAGNETIC
 NN0751'BEARING OF 14 DEG.) CONTINUE NORTH ACROSS PASTURE 0.35 MILE TO
 NN0751'SOUTH BASE OF HILL.  WITH 4-WHEEL-DRIVE VEHICLE IT IS
 NN0751'POSSIBLE TO CLIMB ABOUT 0.1 MILE FURTHER TO END OF TRUCK
 NN0751'TRAVEL.  PACK NORTH ABOUT 150 FEET TO SUMMIT AND STATION.
 NN0751'
 NN0751'THE STATION MARK IS A STANDARD DISK STAMPED GRANT 1949 SET IN
 NN0751'CEMENT IN A 4-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 NN0751'
 NN0751'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRANT NO 1 1949
 NN0751'SET IN CEMENT IN A 4-INCH IRON PIPE PROJECTING 3 INCHES ABOVE
 NN0751'GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 NN0751'
 NN0751'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRANT NO 2 1949
 NN0751'1972 SET IN CEMENT IN A 4-INCH IRON PIPE PROJECTING 3 INCHES
 NN0751'ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 NN0751'
 NN0751'GRANT 2 IS A STANDARD TRIANGULATION STATION DISK STAMPED
 NN0751'GRANT 2 1972 SET IN CEMENT IN THE TOP OF A 4-INCH ORANGEBURG
 NN0751'PIPE PROJECTING 10 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT
 NN0751'LOWER THAN THE STATION.
 NN0751'
 NN0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NN0751'WEST-SOUTHWEST OF BATES.
 NN0751
 NN0751                          STATION RECOVERY (1974)
 NN0751
 NN0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NN0751'STA. MK. GRANT WAS FOUND APPARENTLY UNDISTURBED BUT IN A
 NN0751'PRECARIOUS CONDITION AT THE TOP OF A STEEPLY ERODED SAND BLUFF.
 NN0751'STA. MK. GRANT 2 WAS ESTABLISHED SE OF GRANT IN 1972 AND WAS
 NN0751'FOUND IN GOOD CONDITION.  REF. MK. 1 WAS FOUND IN GOOD CONDITION.
 NN0751'REF. MK. 2 WAS FOUND IN GOOD CONDITION IN A RESET POSITION
 NN0751'E-SE OF STA. GRANT 2.  THE AZ. MK. WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0511 ***********************************************************************
 LJ0511  DESIGNATION -  GRANT
 LJ0511  PID         -  LJ0511
 LJ0511  STATE/COUNTY-  NE/PERKINS
 LJ0511  COUNTRY     -  US
 LJ0511  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0511
 LJ0511                         *CURRENT SURVEY CONTROL
 LJ0511  ______________________________________________________________________
 LJ0511* NAD 83(1995) POSITION- 40 53 24.24640(N) 101 43 20.85374(W)   ADJUSTED
 LJ0511* NAVD 88 ORTHO HEIGHT -  1061.    (meters)     3481.    (feet) SCALED
 LJ0511  ______________________________________________________________________
 LJ0511  GEOID HEIGHT    -        -21.394 (meters)                     GEOID18
 LJ0511  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 LJ0511  HORZ ORDER      -  FIRST
 LJ0511
 LJ0511.The horizontal coordinates were established by classical geodetic methods
 LJ0511.and adjusted by the National Geodetic Survey in August 1997.
 LJ0511
 LJ0511.The orthometric height was scaled from a topographic map.
 LJ0511
 LJ0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0511.GEOID18 height accuracy estimate available here.
 LJ0511
 LJ0511.Click photographs - Photos may exist for this station.
 LJ0511
 LJ0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0511
 LJ0511. The following values were computed from the NAD 83(1995) position.
 LJ0511
 LJ0511;                    North         East     Units Scale Factor Converg.
 LJ0511;SPC NE       -   118,771.797   354,890.881   MT  0.99971594   -1 08 29.3
 LJ0511;SPC NE       -   389,670.47  1,164,337.83   sFT  0.99971594   -1 08 29.3
 LJ0511;UTM  14      - 4,530,122.160   270,644.499   MT  1.00024750   -1 46 58.5
 LJ0511
 LJ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0511!SPC NE       -   0.99983689  x   0.99971594  =   0.99955287
 LJ0511!UTM  14      -   0.99983689  x   1.00024750  =   1.00008435
 LJ0511
 LJ0511:                Primary Azimuth Mark                     Grid Az
 LJ0511:SPC NE       -  GRANT AZ MK                              221 23 40.0
 LJ0511:UTM  14      -  GRANT AZ MK                              222 02 09.2
 LJ0511
 LJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7064430122(NAD 83)
 LJ0511
 LJ0511|---------------------------------------------------------------------|
 LJ0511| PID    Reference Object                     Distance      Geod. Az  |
 LJ0511|                                                           dddmmss.s |
 LJ0511| LJ0565 GRANT RM 1                           59.415 METERS 04707     |
 LJ0511| LJ0567 GRANT RM 3                           18.630 METERS 16856     |
 LJ0511| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX. 5.5 KM 1785603.5 |
 LJ0511| LJ0566 GRANT RM 2                           44.650 METERS 18114     |
 LJ0511| LJ0507 GRANT KELLOGG ELEV N GABLE          APPROX. 5.6 KM 1813610.8 |
 LJ0511| LJ0504 GRANT CO EXCH GRAIN ELEV N GAB      APPROX. 5.6 KM 1824308.2 |
 LJ0511| LJ0506 GRANT CATHOLIC CHURCH CROSS         APPROX. 4.8 KM 1852459.5 |
 LJ0511| LJ0547 GRANT AZ MK 2                       APPROX. 0.8 KM 2065106.2 |
 LJ0511| LJ0259 GRANT AZ MK                                        2201510.7 |
 LJ0511| LJ0509 TRINITY LUTH CH STEEPLE             APPROX. 8.0 KM 3444300.9 |
 LJ0511|---------------------------------------------------------------------|
 LJ0511
 LJ0511                          SUPERSEDED SURVEY CONTROL
 LJ0511
 LJ0511  NAD 83(1986)-  40 53 24.24746(N)    101 43 20.85490(W) AD(       ) 1
 LJ0511  NAD 27      -  40 53 24.25900(N)    101 43 19.23600(W) AD(       ) 1
 LJ0511
 LJ0511.Superseded values are not recommended for survey control.
 LJ0511
 LJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0511.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0511
 LJ0511_MARKER: DS = TRIANGULATION STATION DISK
 LJ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0511_STAMPING: GRANT 1933
 LJ0511_MARK LOGO: CGS
 LJ0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0511+STABILITY: SURFACE MOTION
 LJ0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0511+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1982
 LJ0511
 LJ0511  HISTORY     - Date     Condition        Report By
 LJ0511  HISTORY     - 1933     MONUMENTED       CGS
 LJ0511  HISTORY     - 1933     GOOD             CGS
 LJ0511  HISTORY     - 1959     GOOD             USGS
 LJ0511  HISTORY     - 1960     GOOD             USGS
 LJ0511  HISTORY     - 1973     GOOD             USGS
 LJ0511  HISTORY     - 19820804 GOOD             NGS
 LJ0511
 LJ0511                          STATION DESCRIPTION
 LJ0511
 LJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0511'STATION IS ABOUT 3 MILES N OF GRANT ON PROMINENT SAND HILL
 LJ0511'IN SW 1/4 SEC. 25, T 11 N, R 39 W, ON LAND OWNED BY G.B.
 LJ0511'PECK.  STATION IS 0.25 MILE FROM THE W BOUNDARY OF SEC. 25.
 LJ0511'ALSO 0.25 MILE FROM STATE HIGHWAY 61 WHICH RUNS N AND S DIVIDING
 LJ0511'SECTIONS 25 AND 26.  STATION IS 0.25 MILE E OF THIS ROAD AND
 LJ0511'BOUNDARY.  ON HIGHEST POINT OF SAND HILL.  NO OTHERS WITHIN
 LJ0511'SEVERAL MILES.
 LJ0511'
 LJ0511'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0511'BRONZE DISKS SET IN CONCRETE.
 LJ0511'
 LJ0511'REFERENCE MARK NO. 1 IS NE OF STATION ON TOP OF SMALL SAND
 LJ0511'HILL.
 LJ0511'
 LJ0511'REFERENCE MARK NO. 2 IS S OF STATION ON SLOPE OF HILL.
 LJ0511'
 LJ0511'AZIMUTH MARK IS ON THE FENCE LINE ON E SIDE OF STATE HIGHWAY
 LJ0511'61 AND ABOUT 0.2 MILE N OF SW CORNER SEC. 25 AND 10 FEET
 LJ0511'N OF GATE.
 LJ0511'
 LJ0511'STATION REACHED FROM GRANT BY STATE HIGHWAY 61 N FROM POST
 LJ0511'OFFICE 3.0 MILES TO WIRE GATE ON E SIDE OF ROAD LEADING INTO
 LJ0511'PASTURE.  ENTER AND FOLLOW TRAIL NE 0.25 MILE TO TOP OF RIDGE.
 LJ0511'
 LJ0511'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.66 METERS.
 LJ0511
 LJ0511                          STATION RECOVERY (1933)
 LJ0511
 LJ0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 LJ0511'RECOVERED IN GOOD CONDITION.
 LJ0511
 LJ0511                          STATION RECOVERY (1959)
 LJ0511
 LJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0511'REFERENCE MARK 2 IS DESTROYED.
 LJ0511
 LJ0511                          STATION RECOVERY (1960)
 LJ0511
 LJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0511'AZIMUTH MARK FOUND IN GOOD CONDITION.  MARK IS LOCATED 3.3
 LJ0511'MILES N ALONG STATE HWY 61 FROM GRANT, 36 FEET W OF R/W FENCE,
 LJ0511'34 FEET N AND 35 E OF HIGHWAY AT FENCE WEST.  MARK IS A STANDARD
 LJ0511'REFERENCE MARK DISK STAMPED 1933, SET ON TOP OF A CONCRETE
 LJ0511'POST, AND IN DITCH DUE TO CHANGES MADE WHEN HIGHWAY WAS REBUILT.
 LJ0511
 LJ0511                          STATION RECOVERY (1973)
 LJ0511
 LJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0511'STA. MK. AND R.M. 1 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 LJ0511'R.M. 2 WAS FOUND DESTROYED.  AZ. MK. WAS NOT FOUND.
 LJ0511'
 LJ0511'DISTANCE TO R.M. 1 MISSED -0.46 FT.
 LJ0511'
 LJ0511'DIRECTION TO R.M. 1 MISSED -166.78 SECONDS IN AZIMUTH.
 LJ0511'
 LJ0511'THE OLD DESCRIPTION IS ADEQUATE.
 LJ0511
 LJ0511                          STATION RECOVERY (1982)
 LJ0511
 LJ0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LJ0511'THE SURFACE STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION. RM
 LJ0511'2 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LJ0511'FOUND.  REFERENCE MARK 3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED.  THE
 LJ0511'DIRECTION TO RM 1 FAILED TO AGREE WITH 1934 DATA, HOWEVER, A
 LJ0511'SATISFACTORY CHECK ANGLE TO DISTANT OBJECTS WAS OBTAINED.  A NEW
 LJ0511'DESCRIPTION FOLLOWS.
 LJ0511'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH FROM GRANT, 0.4 KM
 LJ0511'(0.2 MI) EAST OF STATE HIGHWAY 61 AND ON A PROMINENT HILL, IN
 LJ0511'PASTURELAND OWNED BY HENRY STUMPS, ROUTE 1, BOX 26, GRANT, NEBRASKA
 LJ0511'69140.  TELEPHONE 308 352 4915.
 LJ0511'TO REACH FROM THE POST OFFICE IN GRANT, GO NORTH ON HIGHWAY 61 FOR
 LJ0511'4.35 KM (2.70 MI) TO A GATE ON THE RIGHT, JUST PAST THE STUMPS HOME
 LJ0511'ON THE LEFT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO NORTHEAST
 LJ0511'ACROSS PASTURELAND, FOR 1.12 KM (0.70 MI) TO THE TOP OF THE HILL AND
 LJ0511'THE STATION.
 LJ0511'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 LJ0511'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  THERE WERE NO
 LJ0511'OBJECTS FOR REFERENCE MEASUREMENTS.  THE UNDERGROUND MARK WAS NOT
 LJ0511'INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0752 ***********************************************************************
 NN0752  DESIGNATION -  GRANT 2
 NN0752  PID         -  NN0752
 NN0752  STATE/COUNTY-  NE/LOUP
 NN0752  COUNTRY     -  US
 NN0752  USGS QUAD   -  STONEHOUSE RANCH (2017)
 NN0752
 NN0752                         *CURRENT SURVEY CONTROL
 NN0752  ______________________________________________________________________
 NN0752* NAD 83(1995) POSITION- 42 02 39.36037(N) 099 17 48.66152(W)   ADJUSTED
 NN0752* NAVD 88 ORTHO HEIGHT -   764.    (meters)     2507.    (feet) VERTCON
 NN0752  ______________________________________________________________________
 NN0752  GEOID HEIGHT    -        -23.027 (meters)                     GEOID18
 NN0752  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 NN0752  HORZ ORDER      -  FIRST
 NN0752
 NN0752.The horizontal coordinates were established by classical geodetic methods
 NN0752.and adjusted by the National Geodetic Survey in August 1997.
 NN0752
 NN0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0752
 NN0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0752.GEOID18 height accuracy estimate available here.
 NN0752
 NN0752.Click photographs - Photos may exist for this station.
 NN0752
 NN0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0752
 NN0752. The following values were computed from the NAD 83(1995) position.
 NN0752
 NN0752;                    North         East     Units Scale Factor Converg.
 NN0752;SPC NE       -   245,710.044   558,198.135   MT  0.99970269   +0 27 57.5
 NN0752;SPC NE       -   806,133.70  1,831,355.05   sFT  0.99970269   +0 27 57.5
 NN0752;UTM  14      - 4,654,733.754   475,432.589   MT  0.99960743   -0 11 55.7
 NN0752
 NN0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0752!SPC NE       -   0.99988376  x   0.99970269  =   0.99958648
 NN0752!UTM  14      -   0.99988376  x   0.99960743  =   0.99949123
 NN0752
 NN0752:                Primary Azimuth Mark                     Grid Az
 NN0752:SPC NE       -  BURWELL                                  141 27 49.3
 NN0752:UTM  14      -  BURWELL                                  142 07 42.5
 NN0752
 NN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7543254733(NAD 83)
 NN0752
 NN0752|---------------------------------------------------------------------|
 NN0752| PID    Reference Object                     Distance      Geod. Az  |
 NN0752|                                                           dddmmss.s |
 NN0752| CO3177 GRANT RM 1                            6.776 METERS 00320     |
 NN0752| CO3179 GRANT RM 2 RESET                      6.996 METERS 12140     |
 NN0752| ML1131 BURWELL                             APPROX.24.5 KM 1415546.8 |
 NN0752| NN0751 GRANT                                 7.183 METERS 31839     |
 NN0752|---------------------------------------------------------------------|
 NN0752
 NN0752                          SUPERSEDED SURVEY CONTROL
 NN0752
 NN0752  NAD 83(1986)-  42 02 39.36455(N)    099 17 48.67215(W) AD(       ) 1
 NN0752  NAD 27      -  42 02 39.35223(N)    099 17 47.27866(W) AD(       ) 1
 NN0752  NGVD 29 (07/19/86)  764.     (m)         2507.     (f) VERT ANG       
 NN0752
 NN0752.Superseded values are not recommended for survey control.
 NN0752
 NN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0752.See file dsdata.pdf to determine how the superseded data were derived.
 NN0752
 NN0752_MARKER: DS = TRIANGULATION STATION DISK
 NN0752_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 NN0752_STAMPING: GRANT 3 1972
 NN0752_MARK LOGO: CGS
 NN0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0752
 NN0752  HISTORY     - Date     Condition        Report By
 NN0752  HISTORY     - 1972     MONUMENTED       NGS
 NN0752
 NN0752                          STATION DESCRIPTION
 NN0752
 NN0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 NN0752'THE STATION IS LOCATED ABOUT 19.5 MILES NORTH OF TAYLOR, 12.5
 NN0752'MILES SOUTH-SOUTHEAST OF ROSE, AND 5 MILES WEST-SOUTHWEST OF
 NN0752'BATES.  IT IS ON THE WEST ONE OF TWO HIGH, GRASSY HILLS LYING
 NN0752'ABOUT 1.5 MILES EAST-NORTHEAST OF A LARGE CIRCULAR FIELD WITH
 NN0752'ROTATING IRRIGATION SYSTEM AND IS ERODED TO BARE SAND ON ITS
 NN0752'SOUTHWEST SIDE.  IT IS ON PROPERTY OF STONE HOUSE CATTLE CO.,
 NN0752'MR. MARTIN ARMSTRONG, RANCH MANAGER.
 NN0752'
 NN0752'TO REACH THE STATION FROM THE POST OFFICE ON THE NORTHEAST
 NN0752'CORNER OF THE SQUARE IN TAYLOR GO NORTH ON U.S. HIGHWAY
 NN0752'183 FOR 11.6 MILES TO A GRAVELED SIDE ROAD RIGHT, VALLEY
 NN0752'VIEW ROAD.  TURN RIGHT AND GO EAST AND SOUTHEAST ON VALLEY VIEW
 NN0752'ROAD 4.6 MILES TO A T INTERSECTION.  TURN LEFT AND GO NORTH 0.5
 NN0752'MILE TO A FORK ON A CURVE.  TAKE LEFT FORK AND GO WEST THEN
 NN0752'NORTH 6.8 MILES ON MAIN TRAVELED ROAD TO HEADQUARTERS OF
 NN0752'STONE HOUSE CATTLE CO. RANCH.  BEAR RIGHT AND CONTINUE NORTH
 NN0752'ON FENCE LINE ON RIGHT AND IRRIGATED FIELD ON LEFT.  TURN
 NN0752'RIGHT AROUND END OF FENCE AND GO NORTHEASTERLY ON TRACKS
 NN0752'0.1 MILE TO SHALLOW DRAW LEADING NORTH OVER A LOW RIDGE.
 NN0752'TURN LEFT AND GO NORTH THROUGH DRAW 0.1 MILE TO DIM TRACKS
 NN0752'LEADING EAST-NORTHEAST IN GRASSY VALLEY.  TURN RIGHT AND FOLLOW
 NN0752'DIM TRACKS EAST-NORTHEAST 0.4 MILE TO WINDMILL AND
 NN0752'WATER TANK.  CONTINUE EAST ON DIM TRACKS 0.1 MILE TO DRAW
 NN0752'LEADING NORTH THROUGH RIDGE ON LEFT.  TURN LEFT AND GO
 NN0752'NORTH INTO DRAW TO SUMMIT.  (FROM THIS POINT THE STATION HILL IS
 NN0752'VISIBLE AT A MAGNETIC BEARING OF 14 DEG.) CONTINUE NORTH
 NN0752'ACROSS PASTURE 0.35 MILE TO SOUTH BASE OF HILL.  WITH
 NN0752'4-WHEEL-DRIVE VEHICLE IT IS POSSIBLE TO CLIMB ABOUT 0.1
 NN0752'MILE FURTHER TO END OF TRUCK TRAVEL.  PACK NORTH ABOUT
 NN0752'150 FEET TO SUMMIT AND STATION.
 NN0752'
 NN0752'THE STATION MARK IS A STANDARD DISK STAMPED GRANT 2 1972 SET
 NN0752'IN CEMENT IN THE TOP OF A 4-INCH ORANGEBURG PIPE PROJECTING 10
 NN0752'INCHES ABOVE GROUND.  IT IS ABOUT 20 FEET SOUTHEAST OF THE
 NN0752'HIGHEST POINT OF THE HILL.
 NN0752'
 NN0752'REFERENCE MARK 1 TO STATION GRANT 1949 SERVES AS A REFERENCE
 NN0752'MARK.  IT IS A STANDARD DISK STAMPED GRANT NO 1 1949 SET IN
 NN0752'CEMENT IN A 4-INCH IRON PIPE PROJECTING 3 INCHES ABOVE
 NN0752'GROUND.  IT IS ABOUT 3 FEET LOWER THAT THE STATION.
 NN0752'
 NN0752'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRANT NO 2 1949
 NN0752'1972 SET IN CEMENT IS A 4-INCH IRON PIPE PROJECTING 3 INCHES
 NN0752'ABOVE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 NN0752'
 NN0752'STATION GRANT 1949 WILL SERVE AS A REFERENCE MARK UNTIL EROSION
 NN0752'DESTROYS THE MARK.  IT IS A STANDARD DISK STAMPED GRANT 1949
 NN0752'SET IN CEMENT IN THE TOP OF A 4-INCH IRON PIPE PROJECTING 2
 NN0752'INCHES ABOVE GROUND.  IT IS ABOUT 1.5 FEET NORTHEAST OF THE
 NN0752'SANDY EDGE OF THE BLUFF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0259 ***********************************************************************
 LJ0259  DESIGNATION -  GRANT AZ MK
 LJ0259  PID         -  LJ0259
 LJ0259  STATE/COUNTY-  NE/PERKINS
 LJ0259  COUNTRY     -  US
 LJ0259  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0259
 LJ0259                         *CURRENT SURVEY CONTROL
 LJ0259  ______________________________________________________________________
 LJ0259* NAD 83(1986) POSITION- 40 53 10.     (N) 101 43 36.     (W)   SCALED
 LJ0259* NAVD 88 ORTHO HEIGHT -  1036.271 (meters)     3399.83  (feet) ADJUSTED
 LJ0259  ______________________________________________________________________
 LJ0259  GEOID HEIGHT    -        -21.395 (meters)                     GEOID18
 LJ0259  DYNAMIC HEIGHT  -       1035.592 (meters)     3397.60  (feet) COMP
 LJ0259  MODELED GRAVITY -    979,933.8   (mgal)                       NAVD 88
 LJ0259
 LJ0259  VERT ORDER      -  SECOND    CLASS 0
 LJ0259
 LJ0259.The horizontal coordinates were scaled from a map and have
 LJ0259.an estimated accuracy of +/- 6 seconds.
 LJ0259
 LJ0259.The orthometric height was determined by differential leveling and
 LJ0259.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0259.in June 1991.
 LJ0259
 LJ0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0259.GEOID18 height accuracy estimate available here.
 LJ0259
 LJ0259.Click photographs - Photos may exist for this station.
 LJ0259
 LJ0259.The dynamic height is computed by dividing the NAVD 88
 LJ0259.geopotential number by the normal gravity value computed on the
 LJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0259.degrees latitude (g = 980.6199 gals.).
 LJ0259
 LJ0259.The modeled gravity was interpolated from observed gravity values.
 LJ0259
 LJ0259;                    North         East    Units  Estimated Accuracy
 LJ0259;SPC NE       -   118,340.      354,530.      MT  (+/- 180 meters Scaled)
 LJ0259
 LJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL702296(NAD 83)
 LJ0259
 LJ0259                          SUPERSEDED SURVEY CONTROL
 LJ0259
 LJ0259  NGVD 29 (??/??/92) 1035.846  (m)         3398.44   (f) ADJ UNCH    2 0
 LJ0259
 LJ0259.Superseded values are not recommended for survey control.
 LJ0259
 LJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0259.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0259
 LJ0259_MARKER: DZ = AZIMUTH MARK DISK
 LJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0259_STAMPING: GRANT 1933
 LJ0259_MARK LOGO: CGS
 LJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0259+STABILITY: SURFACE MOTION
 LJ0259
 LJ0259  HISTORY     - Date     Condition        Report By
 LJ0259  HISTORY     - 1933     MONUMENTED       CGS
 LJ0259  HISTORY     - 1959     GOOD             CGS
 LJ0259  HISTORY     - 19820804 SEE DESCRIPTION  NGS
 LJ0259
 LJ0259                          STATION DESCRIPTION
 LJ0259
 LJ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LJ0259'3.3 MI N FROM GRANT.
 LJ0259'3.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0259'AND QUINCY RAILROAD WATER TANK AT GRANT, 10 FEET NORTH OF A
 LJ0259'GATE IN THE EAST PROPERTY-LINE FENCE, AND 45 FEET EAST OF THE
 LJ0259'CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE MARK DISK,
 LJ0259'STAMPED 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0259
 LJ0259                          STATION RECOVERY (1982)
 LJ0259
 LJ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LJ0259'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  GRANT AZ MK 2 HAS BEEN
 LJ0259'ESTABLISHED.  SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0547 ***********************************************************************
 LJ0547  DESIGNATION -  GRANT AZ MK 2
 LJ0547  PID         -  LJ0547
 LJ0547  STATE/COUNTY-  NE/PERKINS
 LJ0547  COUNTRY     -  US
 LJ0547  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0547
 LJ0547                         *CURRENT SURVEY CONTROL
 LJ0547  ______________________________________________________________________
 LJ0547* NAD 83(1995) POSITION- 40 52 59.79951(N) 101 43 37.16107(W)   ADJUSTED
 LJ0547* NAVD 88 ORTHO HEIGHT -  1038.    (meters)     3406.    (feet) SCALED
 LJ0547  ______________________________________________________________________
 LJ0547  GEOID HEIGHT    -        -21.399 (meters)                     GEOID18
 LJ0547  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 LJ0547  HORZ ORDER      -  THIRD
 LJ0547
 LJ0547.The horizontal coordinates were established by classical geodetic methods
 LJ0547.and adjusted by the National Geodetic Survey in August 1997.
 LJ0547
 LJ0547.The orthometric height was scaled from a topographic map.
 LJ0547
 LJ0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0547.GEOID18 height accuracy estimate available here.
 LJ0547
 LJ0547.Click photographs - Photos may exist for this station.
 LJ0547
 LJ0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0547
 LJ0547. The following values were computed from the NAD 83(1995) position.
 LJ0547
 LJ0547;                    North         East     Units Scale Factor Converg.
 LJ0547;SPC NE       -   118,025.643   354,494.258   MT  0.99971721   -1 08 40.1
 LJ0547;SPC NE       -   387,222.46  1,163,036.58   sFT  0.99971721   -1 08 40.1
 LJ0547;UTM  14      - 4,529,380.098   270,239.333   MT  1.00024979   -1 47 08.3
 LJ0547
 LJ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0547!SPC NE       -   0.99984052  x   0.99971721  =   0.99955778
 LJ0547!UTM  14      -   0.99984052  x   1.00024979  =   1.00009027
 LJ0547
 LJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7023929380(NAD 83)
 LJ0547
 LJ0547                          SUPERSEDED SURVEY CONTROL
 LJ0547
 LJ0547  NAD 83(1992)-  40 52 59.80068(N)    101 43 37.16207(W) AD(       ) 3
 LJ0547
 LJ0547.Superseded values are not recommended for survey control.
 LJ0547
 LJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0547.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0547
 LJ0547_MARKER: DZ = AZIMUTH MARK DISK
 LJ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0547_STAMPING: GRANT 1933 NO 2 1982
 LJ0547_MARK LOGO: NGS
 LJ0547_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LJ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0547+STABILITY: SURFACE MOTION
 LJ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0547+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LJ0547
 LJ0547  HISTORY     - Date     Condition        Report By
 LJ0547  HISTORY     - 1982     MONUMENTED       NGS
 LJ0547
 LJ0547                          STATION DESCRIPTION
 LJ0547
 LJ0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LJ0547'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) NORTH FROM GRANT AND ON
 LJ0547'THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 61, AT AN OFFSET IN THE
 LJ0547'RIGHT-OF-WAY.
 LJ0547'TO REACH FROM THE GRANT POST OFFICE, GO NORTH ON HIGHWAY 61 FOR 4.43
 LJ0547'KM (2.75 MI) TO THE MARK ON THE LEFT.
 LJ0547'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LJ0547'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 LJ0547'0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 15.5 M
 LJ0547'(50.9 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 0.82 M (2.69 FT)
 LJ0547'SOUTH FROM A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.61 M (2.00 FT) EAST
 LJ0547'FROM A FENCE CORNER AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0506 ***********************************************************************
 LJ0506  DESIGNATION -  GRANT CATHOLIC CHURCH CROSS
 LJ0506  PID         -  LJ0506
 LJ0506  STATE/COUNTY-  NE/PERKINS
 LJ0506  COUNTRY     -  US
 LJ0506  USGS QUAD   -  GRANT (2017)
 LJ0506
 LJ0506                         *CURRENT SURVEY CONTROL
 LJ0506  ______________________________________________________________________
 LJ0506* NAD 83(1995) POSITION- 40 50 47.91987(N) 101 43 40.37321(W)   ADJUSTED
 LJ0506  ______________________________________________________________________
 LJ0506  GEOID HEIGHT    -        -21.453 (meters)                     GEOID18
 LJ0506  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 LJ0506  HORZ ORDER      -  THIRD
 LJ0506
 LJ0506.The horizontal coordinates were established by classical geodetic methods
 LJ0506.and adjusted by the National Geodetic Survey in August 1997.
 LJ0506
 LJ0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0506.GEOID18 height accuracy estimate available here.
 LJ0506
 LJ0506.Click photographs - Photos may exist for this station.
 LJ0506
 LJ0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0506
 LJ0506. The following values were computed from the NAD 83(1995) position.
 LJ0506
 LJ0506;                    North         East     Units Scale Factor Converg.
 LJ0506;SPC NE       -   113,960.925   354,337.817   MT  0.99972429   -1 08 42.2
 LJ0506;SPC NE       -   373,886.80  1,162,523.32   sFT  0.99972429   -1 08 42.2
 LJ0506;UTM  14      - 4,525,315.231   270,037.356   MT  1.00025094   -1 47 05.7
 LJ0506
 LJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7003725315(NAD 83)
 LJ0506
 LJ0506                          SUPERSEDED SURVEY CONTROL
 LJ0506
 LJ0506  NAD 83(1986)-  40 50 47.91890(N)    101 43 40.37339(W) AD(       ) 3
 LJ0506  NAD 27      -  40 50 47.94900(N)    101 43 38.75200(W) AD(       ) 3
 LJ0506
 LJ0506.Superseded values are not recommended for survey control.
 LJ0506
 LJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0506.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0506
 LJ0506_MARKER: 91 = CHURCH CROSS
 LJ0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0506+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2014
 LJ0506
 LJ0506  HISTORY     - Date     Condition        Report By
 LJ0506  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0506  HISTORY     - 20140810 GOOD             GEOCAC
 LJ0506
 LJ0506                          STATION DESCRIPTION
 LJ0506
 LJ0506'DESCRIBED BY GEOCACHING 2014 (EH)
 LJ0506'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0504 ***********************************************************************
 LJ0504  DESIGNATION -  GRANT CO EXCH GRAIN ELEV N GAB
 LJ0504  PID         -  LJ0504
 LJ0504  STATE/COUNTY-  NE/PERKINS
 LJ0504  COUNTRY     -  US
 LJ0504  USGS QUAD   -  GRANT (2017)
 LJ0504
 LJ0504                         *CURRENT SURVEY CONTROL
 LJ0504  ______________________________________________________________________
 LJ0504* NAD 83(1995) POSITION- 40 50 21.46711(N) 101 43 32.28312(W)   ADJUSTED
 LJ0504  ______________________________________________________________________
 LJ0504  GEOID HEIGHT    -        -21.467 (meters)                     GEOID18
 LJ0504  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 LJ0504  HORZ ORDER      -  THIRD
 LJ0504
 LJ0504.The horizontal coordinates were established by classical geodetic methods
 LJ0504.and adjusted by the National Geodetic Survey in August 1997.
 LJ0504
 LJ0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0504.GEOID18 height accuracy estimate available here.
 LJ0504
 LJ0504.Click photographs - Photos may exist for this station.
 LJ0504
 LJ0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0504
 LJ0504. The following values were computed from the NAD 83(1995) position.
 LJ0504
 LJ0504;                    North         East     Units Scale Factor Converg.
 LJ0504;SPC NE       -   113,141.528   354,510.956   MT  0.99972576   -1 08 36.9
 LJ0504;SPC NE       -   371,198.50  1,163,091.36   sFT  0.99972576   -1 08 36.9
 LJ0504;UTM  14      - 4,524,493.520   270,201.422   MT  1.00025001   -1 46 59.4
 LJ0504
 LJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7020124493(NAD 83)
 LJ0504
 LJ0504                          SUPERSEDED SURVEY CONTROL
 LJ0504
 LJ0504  NAD 83(1986)-  40 50 21.46520(N)    101 43 32.28336(W) AD(       ) 3
 LJ0504  NAD 27      -  40 50 21.38000(N)    101 43 30.67000(W) AD(       ) 3
 LJ0504
 LJ0504.Superseded values are not recommended for survey control.
 LJ0504
 LJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0504.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0504
 LJ0504_MARKER: 81 = GABLE
 LJ0504_MARK LOGO: CGS
 LJ0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0504+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2014
 LJ0504
 LJ0504  HISTORY     - Date     Condition        Report By
 LJ0504  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0504  HISTORY     - 19820804 GOOD             NGS
 LJ0504  HISTORY     - 20140810 GOOD             GEOCAC
 LJ0504
 LJ0504                          STATION DESCRIPTION
 LJ0504
 LJ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LJ0504'RECOVERED IN GOOD CONDITION.
 LJ0504
 LJ0504                          STATION RECOVERY (2014)
 LJ0504
 LJ0504'RECOVERY NOTE BY GEOCACHING 2014 (EH)
 LJ0504'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0507 ***********************************************************************
 LJ0507  DESIGNATION -  GRANT KELLOGG ELEV N GABLE
 LJ0507  PID         -  LJ0507
 LJ0507  STATE/COUNTY-  NE/PERKINS
 LJ0507  COUNTRY     -  US
 LJ0507  USGS QUAD   -  GRANT (2017)
 LJ0507
 LJ0507                         *CURRENT SURVEY CONTROL
 LJ0507  ______________________________________________________________________
 LJ0507* NAD 83(1995) POSITION- 40 50 21.82312(N) 101 43 27.57572(W)   ADJUSTED
 LJ0507  ______________________________________________________________________
 LJ0507  GEOID HEIGHT    -        -21.469 (meters)                     GEOID18
 LJ0507  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 LJ0507  HORZ ORDER      -  THIRD
 LJ0507
 LJ0507.The horizontal coordinates were established by classical geodetic methods
 LJ0507.and adjusted by the National Geodetic Survey in August 1997.
 LJ0507
 LJ0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0507.GEOID18 height accuracy estimate available here.
 LJ0507
 LJ0507.Click photographs - Photos may exist for this station.
 LJ0507
 LJ0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0507
 LJ0507. The following values were computed from the NAD 83(1995) position.
 LJ0507
 LJ0507;                    North         East     Units Scale Factor Converg.
 LJ0507;SPC NE       -   113,150.305   354,621.406   MT  0.99972574   -1 08 33.7
 LJ0507;SPC NE       -   371,227.29  1,163,453.73   sFT  0.99972574   -1 08 33.7
 LJ0507;UTM  14      - 4,524,501.067   270,312.020   MT  1.00024939   -1 46 56.4
 LJ0507
 LJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7031224501(NAD 83)
 LJ0507
 LJ0507                          SUPERSEDED SURVEY CONTROL
 LJ0507
 LJ0507  NAD 83(1986)-  40 50 21.82350(N)    101 43 27.57566(W) AD(       ) 3
 LJ0507  NAD 27      -  40 50 21.76000(N)    101 43 25.96000(W) AD(       ) 3
 LJ0507
 LJ0507.Superseded values are not recommended for survey control.
 LJ0507
 LJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0507.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0507
 LJ0507_MARKER: 81 = GABLE
 LJ0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0507+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2014
 LJ0507
 LJ0507  HISTORY     - Date     Condition        Report By
 LJ0507  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0507  HISTORY     - 20140810 GOOD             GEOCAC
 LJ0507
 LJ0507                          STATION DESCRIPTION
 LJ0507
 LJ0507'DESCRIBED BY GEOCACHING 2014 (EH)
 LJ0507'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0505 ***********************************************************************
 LJ0505  DESIGNATION -  GRANT MUNICIPAL STANDPIPE
 LJ0505  PID         -  LJ0505
 LJ0505  STATE/COUNTY-  NE/PERKINS
 LJ0505  COUNTRY     -  US
 LJ0505  USGS QUAD   -  GRANT (2017)
 LJ0505
 LJ0505                         *CURRENT SURVEY CONTROL
 LJ0505  ______________________________________________________________________
 LJ0505* NAD 83(1995) POSITION- 40 50 24.80060(N) 101 43 16.45843(W)   ADJUSTED
 LJ0505  ______________________________________________________________________
 LJ0505  GEOID HEIGHT    -        -21.473 (meters)                     GEOID18
 LJ0505  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 LJ0505  HORZ ORDER      -  THIRD
 LJ0505
 LJ0505.The horizontal coordinates were established by classical geodetic methods
 LJ0505.and adjusted by the National Geodetic Survey in August 1997.
 LJ0505
 LJ0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0505.GEOID18 height accuracy estimate available here.
 LJ0505
 LJ0505.Click photographs - Photos may exist for this station.
 LJ0505
 LJ0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0505
 LJ0505. The following values were computed from the NAD 83(1995) position.
 LJ0505
 LJ0505;                    North         East     Units Scale Factor Converg.
 LJ0505;SPC NE       -   113,236.921   354,883.561   MT  0.99972558   -1 08 26.4
 LJ0505;SPC NE       -   371,511.46  1,164,313.82   sFT  0.99972558   -1 08 26.4
 LJ0505;UTM  14      - 4,524,584.795   270,575.264   MT  1.00024790   -1 46 49.2
 LJ0505
 LJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7057524584(NAD 83)
 LJ0505
 LJ0505                          SUPERSEDED SURVEY CONTROL
 LJ0505
 LJ0505  NAD 83(1986)-  40 50 24.80061(N)    101 43 16.45828(W) AD(       ) 3
 LJ0505  NAD 27      -  40 50 24.80200(N)    101 43 14.84100(W) AD(       ) 3
 LJ0505
 LJ0505.Superseded values are not recommended for survey control.
 LJ0505
 LJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0505.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0505
 LJ0505_MARKER: 52 = STANDPIPE TANK
 LJ0505
 LJ0505  HISTORY     - Date     Condition        Report By
 LJ0505  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0505
 LJ0505                          STATION DESCRIPTION
 LJ0505
 LJ0505'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0508 ***********************************************************************
 LJ0508  DESIGNATION -  GRANT SCHOOL BELFRY
 LJ0508  PID         -  LJ0508
 LJ0508  STATE/COUNTY-  NE/PERKINS
 LJ0508  COUNTRY     -  US
 LJ0508  USGS QUAD   -  GRANT (2017)
 LJ0508
 LJ0508                         *CURRENT SURVEY CONTROL
 LJ0508  ______________________________________________________________________
 LJ0508* NAD 83(1995) POSITION- 40 50 36.55435(N) 101 43 13.15060(W)   ADJUSTED
 LJ0508  ______________________________________________________________________
 LJ0508  GEOID HEIGHT    -        -21.470 (meters)                     GEOID18
 LJ0508  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 LJ0508  HORZ ORDER      -  THIRD
 LJ0508
 LJ0508.The horizontal coordinates were established by classical geodetic methods
 LJ0508.and adjusted by the National Geodetic Survey in August 1997.
 LJ0508
 LJ0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0508.GEOID18 height accuracy estimate available here.
 LJ0508
 LJ0508.Click photographs - Photos may exist for this station.
 LJ0508
 LJ0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0508
 LJ0508. The following values were computed from the NAD 83(1995) position.
 LJ0508
 LJ0508;                    North         East     Units Scale Factor Converg.
 LJ0508;SPC NE       -   113,597.782   354,968.230   MT  0.99972492   -1 08 24.2
 LJ0508;SPC NE       -   372,695.39  1,164,591.60   sFT  0.99972492   -1 08 24.2
 LJ0508;UTM  14      - 4,524,944.876   270,664.003   MT  1.00024740   -1 46 47.5
 LJ0508
 LJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7066424944(NAD 83)
 LJ0508
 LJ0508                          SUPERSEDED SURVEY CONTROL
 LJ0508
 LJ0508  NAD 83(1986)-  40 50 36.55374(N)    101 43 13.15067(W) AD(       ) 3
 LJ0508  NAD 27      -  40 50 36.60000(N)    101 43 11.52000(W) AD(       ) 3
 LJ0508
 LJ0508.Superseded values are not recommended for survey control.
 LJ0508
 LJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0508.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0508
 LJ0508_MARKER: 75 = BELFRY
 LJ0508
 LJ0508  HISTORY     - Date     Condition        Report By
 LJ0508  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0508
 LJ0508                          STATION DESCRIPTION
 LJ0508
 LJ0508'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0531 ***********************************************************************
 LJ0531  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0531  PACS        -  This is a Primary Airport Control Station.
 LJ0531  DESIGNATION -  GRANTPORT
 LJ0531  PID         -  LJ0531
 LJ0531  STATE/COUNTY-  NE/PERKINS
 LJ0531  COUNTRY     -  US
 LJ0531  USGS QUAD   -  GRANT (2017)
 LJ0531
 LJ0531                         *CURRENT SURVEY CONTROL
 LJ0531  ______________________________________________________________________
 LJ0531* NAD 83(2011) POSITION- 40 52 10.39372(N) 101 43 57.77297(W)   ADJUSTED
 LJ0531* NAD 83(2011) ELLIP HT-  1021.358 (meters)        (06/27/12)   ADJUSTED
 LJ0531* NAD 83(2011) EPOCH   -  2010.00
 LJ0531* NAVD 88 ORTHO HEIGHT -  1042.83  (meters)     3421.4   (feet) GPS OBS
 LJ0531  ______________________________________________________________________
 LJ0531  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LJ0531  GEOID HEIGHT    -        -21.175 (meters)                     GEOID93
 LJ0531  GEOID HEIGHT    -        -21.412 (meters)                     GEOID18
 LJ0531  NAD 83(2011) X  -   -982,336.837 (meters)                     COMP
 LJ0531  NAD 83(2011) Y  - -4,729,923.135 (meters)                     COMP
 LJ0531  NAD 83(2011) Z  -  4,152,147.685 (meters)                     COMP
 LJ0531  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 LJ0531
 LJ0531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0531  Standards:
 LJ0531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0531  -------------------------------------------------------------------
 LJ0531  NETWORK    0.44   1.25           0.21   0.13   0.64     -0.08392080
 LJ0531  -------------------------------------------------------------------
 LJ0531  Click here for local accuracies and other accuracy information.
 LJ0531
 LJ0531.This mark is at Grant Municipal Airport (GGF)
 LJ0531
 LJ0531.The horizontal coordinates were established by GPS observations
 LJ0531.and adjusted by the National Geodetic Survey in June 2012.
 LJ0531
 LJ0531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0531.been affixed to the stable North American tectonic plate. See 
 LJ0531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0531
 LJ0531.The horizontal coordinates are valid at the epoch date displayed above
 LJ0531.which is a decimal equivalence of Year/Month/Day.
 LJ0531
 LJ0531.The orthometric height was determined by GPS observations and a
 LJ0531.high-resolution geoid model.
 LJ0531
 LJ0531.GPS derived orthometric heights for airport stations designated as
 LJ0531.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0531.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0531.not indicate centimeter accuracy relative to other marks which are
 LJ0531.part of the published vertical control network.
 LJ0531
 LJ0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0531.GEOID18 height accuracy estimate available here.
 LJ0531
 LJ0531.Click photographs - Photos may exist for this station.
 LJ0531
 LJ0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0531
 LJ0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0531
 LJ0531.The ellipsoidal height was determined by GPS observations
 LJ0531.and is referenced to NAD 83.
 LJ0531
 LJ0531. The following values were computed from the NAD 83(2011) position.
 LJ0531
 LJ0531;                    North         East     Units Scale Factor Converg.
 LJ0531;SPC NE       -   116,511.978   353,981.391   MT  0.99971981   -1 08 53.8
 LJ0531;SPC NE       -   382,256.38  1,161,353.95   sFT  0.99971981   -1 08 53.8
 LJ0531;UTM  14      - 4,527,871.461   269,709.285   MT  1.00025280   -1 47 20.1
 LJ0531
 LJ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0531!SPC NE       -   0.99983981  x   0.99971981  =   0.99955967
 LJ0531!UTM  14      -   0.99983981  x   1.00025280  =   1.00009257
 LJ0531
 LJ0531:                Primary Azimuth Mark                     Grid Az
 LJ0531:SPC NE       -  GRANTPORT AZ MK                          327 13 40.2
 LJ0531:UTM  14      -  GRANTPORT AZ MK                          327 52 06.5
 LJ0531
 LJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6970927871(NAD 83)
 LJ0531
 LJ0531|---------------------------------------------------------------------|
 LJ0531| PID    Reference Object                     Distance      Geod. Az  |
 LJ0531|                                                           dddmmss.s |
 LJ0531| LJ0534 GRANTPORT AZ MK                     APPROX. 0.6 KM 3260446.4 |
 LJ0531|---------------------------------------------------------------------|
 LJ0531
 LJ0531                          SUPERSEDED SURVEY CONTROL
 LJ0531
 LJ0531  NAD 83(2007)-  40 52 10.39359(N)    101 43 57.77378(W) AD(2002.00) 0
 LJ0531  ELLIP H (02/10/07) 1021.384  (m)                       GP(2002.00)    
 LJ0531  ELLIP H (09/24/01) 1021.368  (m)                       GP(       ) 4 1
 LJ0531  NAD 83(1995)-  40 52 10.39312(N)    101 43 57.77344(W) AD(       ) B
 LJ0531  ELLIP H (06/25/96) 1021.413  (m)                       GP(       ) 1 1
 LJ0531  ELLIP H (01/07/93) 1021.253  (m)                       GP(       ) 4 2
 LJ0531  NAD 83(1986)-  40 52 10.39112(N)    101 43 57.77774(W) AD(       ) 1
 LJ0531  NGVD 29 (02/23/90) 1042.20   (m)  RAPSU86  model used  GPS OBS        
 LJ0531
 LJ0531.Superseded values are not recommended for survey control.
 LJ0531
 LJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0531.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0531
 LJ0531_MARKER: F = FLANGE-ENCASED ROD
 LJ0531_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0531_STAMPING: GRANTPORT 1989
 LJ0531_MARK LOGO: NGS
 LJ0531_PROJECTION: FLUSH
 LJ0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0531+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2019
 LJ0531_ROD/PIPE-DEPTH: 5.79 meters
 LJ0531_SLEEVE-DEPTH  : 0.93 meters
 LJ0531
 LJ0531  HISTORY     - Date     Condition        Report By
 LJ0531  HISTORY     - 1989     MONUMENTED       NGS
 LJ0531  HISTORY     - 19810615 GOOD             NGS
 LJ0531  HISTORY     - 19950809 GOOD             NGS
 LJ0531  HISTORY     - 19970802 GOOD             NGS
 LJ0531  HISTORY     - 20040902 GOOD             NDA
 LJ0531  HISTORY     - 20160315 GOOD             NEGS
 LJ0531  HISTORY     - 20170830 GOOD             NEGS
 LJ0531  HISTORY     - 20171211 GOOD             NEGS
 LJ0531  HISTORY     - 20190603 GOOD             NEGS
 LJ0531
 LJ0531                          STATION DESCRIPTION
 LJ0531
 LJ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0531'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF GRANT, JUST
 LJ0531'WEST OF STATE HIGHWAY 61, AT THE GRANT MUNICIPAL AIRPORT, AT THE
 LJ0531'JUNCTION OF THE MAIN RUNWAY 14-32 AND A TAXIWAY LEADING WEST-SOUTHWEST
 LJ0531'FROM THE AIRPORT OFFICE.  OWNERSHIP--CITY OF GRANT, BOX 614 GRANT, NE
 LJ0531'69140.  AIRPORT MANAGER IS STEVE MARTENS, TELEPHONE 308-352-2223 OR
 LJ0531'4156.
 LJ0531'TO REACH THE STATION FROM THE US POST OFFICE IN GRANT, GO NORTH ON
 LJ0531'STATE HIGHWAY 61 FOR 3.13 KM (1.95 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0531'LEFT.  TURN LEFT AND GO WEST AND SOUTH ALONG THE ENTRANCE ROAD FOR
 LJ0531'0.60 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT, THEN GO 0.16 KM
 LJ0531'(0.10 MI) WEST-NORTHWEST TO THE JUNCTION OF THE TAXIWAY AND RUNWAY
 LJ0531'14-32 AND THE STATION ON THE RIGHT.
 LJ0531'THE STATION MARK IS 20.2 M (66.3 FT) NORTHWEST OF THE TAXIWAY
 LJ0531'CENTERLINE, 12.7 M (41.7 FT) NORTHEAST OF THE RUNWAY CENTERLINE, 4.9 M
 LJ0531'(16.1 FT) SOUTHEAST OF A YELLOW RUNWAY LIGHT, 2.1 M (6.9 FT)
 LJ0531'WEST-NORTHWEST OF THE EAST 1 OF 2 PURPLE TAXIWAY LIGHT AND 2.1 M
 LJ0531'(6.9 FT) NORTH-NORTHWEST OF THE WEST 1 OF 2 PURPLE TAXIWAY LIGHT.
 LJ0531'DESCRIBED BY R.D.BALL.
 LJ0531'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0531
 LJ0531                          STATION RECOVERY (1981)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0531'THE STATION IS LOCATED APPROXIMATELY AT THE MIDDLE OF GRANT MUNI
 LJ0531'AIRPORT NEAR THE TAXIWAY LEADING TO THE NORTHERN RAMP AREA.  THE
 LJ0531'STATION IS 41.22 FT (12.56 M) NORTHEAST OF THE CENTERLINE OF RUNWAY
 LJ0531'15-33, 16.38 FT (4.99 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST
 LJ0531'OF THE TXY/RWY INTERSECTION, 104.14 FT (31.74 M) NORTHWEST OF THE
 LJ0531'TAXIWAY CENTERLINE AND THE HOLDBAR, 52.46 FT (15.99 M) NORTHWEST OF
 LJ0531'THE FIRST TAXIWAY LIGHT SOUTHWEST OF THE HOLDBAR, AND 64.35 FT (19.61
 LJ0531'M) NORTHWEST OF THE TAXIWAY CENTERLINE.  THE STATION IS A STAINLESS
 LJ0531'STEEL ROD SET IN THE CENTER OF A 5 INCH NGS LOGO CAP, SET FLUSH WITH
 LJ0531'THE GROUND.  THE CAP IS STAMPED GRANTPORT 1989.  NOTE, 1-METER PVC
 LJ0531'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LJ0531
 LJ0531                          STATION RECOVERY (1995)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0531'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF OGALLALA, 2.0
 LJ0531'MI (3.2 KM) NORTH OF GRANT, AT THE GRANT MUNICIPAL AIRPORT AND AT THE
 LJ0531'JUNCTION OF THE RUNWAY AND THE NORTHWESTERN MOST CONNECTOR TAXIWAY.
 LJ0531'OWNERSHIP--CITY OF GRANT, 342 CENTRAL AVENUE, GRANT NE 69140. CONTACT
 LJ0531'BOB FRANCIS PHONE 308-352-2100.  TO REACH THE STATION FROM THE
 LJ0531'JUNCTION OF STATE HIGHWAYS 23 AND 61 NORTH IN GRANT, GO NORTH ON STATE
 LJ0531'HIGHWAY 61 FOR 2.25 MI (3.62 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST
 LJ0531'THEN SOUTHEAST FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM)
 LJ0531'TO THE APRON ON THE RIGHT, TURN RIGHT AND GO WEST-SOUTHWEST ON THE
 LJ0531'APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY AND
 LJ0531'THE STATION ON THE RIGHT.  THE STATION IS 64.5 FT (19.7 M)
 LJ0531'NORTH-NORTHWEST OF THE TAXIWAY CENTER, 41.7 FT (12.7 M) EAST-NORTHEAST
 LJ0531'OF THE RUNWAY CENTER, 16.4 FT (5.0 M) SOUTHEAST OF A RUNWAY LIGHT, 7.1
 LJ0531'FT (2.2 M) NORTH OF THE MOST WESTERLY OF TWO TAXIWAY LIGHTS AND 6.4 FT
 LJ0531'(2.0 M) NORTHWEST OF THE MOST EASTERLY OF TWO TAXIWAY LIGHTS.
 LJ0531'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 LJ0531'AIRPORT CONTROL STATION.
 LJ0531
 LJ0531                          STATION RECOVERY (1997)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0531'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER IS NOW ED MARTEENS. PHONE
 LJ0531'NUMBER AND ADDRESS IS THE SAME.
 LJ0531
 LJ0531                          STATION RECOVERY (2004)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 LJ0531'CONTACT CITY ADMINISTRATOR 308-352-2100  EMAIL GRANT(AT SIGN)GPCOM.NET
 LJ0531'P.O. BOX 614
 LJ0531'NEW CITY ADMINISTRATOR AND AIRPORT MANAGER EXPECTED IN SEPTEMBER 2004
 LJ0531'
 LJ0531'CAP IS APPROXIMATELY 6 INCHES BELOW GRADE.  NEED GPS, METAL DETECTOR,
 LJ0531'SHOVEL AND BROOM TO RECOVER.
 LJ0531
 LJ0531                          STATION RECOVERY (2016)
 LJ0531
 LJ0531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JA)
 LJ0531'RECOVERED AS DESCRIBED
 LJ0531
 LJ0531                          STATION RECOVERY (2017)
 LJ0531
 LJ0531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 LJ0531'FOUND GOOD
 LJ0531
 LJ0531                          STATION RECOVERY (2017)
 LJ0531
 LJ0531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 LJ0531'RECOVERED IN GOOD CONDITION.
 LJ0531
 LJ0531                          STATION RECOVERY (2019)
 LJ0531
 LJ0531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LJ0531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0534 ***********************************************************************
 LJ0534  SACS        -  This is a Secondary Airport Control Station.
 LJ0534  DESIGNATION -  GRANTPORT AZ MK
 LJ0534  PID         -  LJ0534
 LJ0534  STATE/COUNTY-  NE/PERKINS
 LJ0534  COUNTRY     -  US
 LJ0534  USGS QUAD   -  GRANT (2017)
 LJ0534
 LJ0534                         *CURRENT SURVEY CONTROL
 LJ0534  ______________________________________________________________________
 LJ0534* NAD 83(2011) POSITION- 40 52 25.34551(N) 101 44 11.01958(W)   ADJUSTED
 LJ0534* NAD 83(2011) ELLIP HT-  1021.150 (meters)        (06/27/12)   ADJUSTED
 LJ0534* NAD 83(2011) EPOCH   -  2010.00
 LJ0534* NAVD 88 ORTHO HEIGHT -  1042.60  (meters)     3420.6   (feet) GPS OBS
 LJ0534  ______________________________________________________________________
 LJ0534  NAVD 88 orthometric height was determined with an earlier geoid model
 LJ0534  GEOID HEIGHT    -        -21.400 (meters)                     GEOID18
 LJ0534  NAD 83(2011) X  -   -982,579.164 (meters)                     COMP
 LJ0534  NAD 83(2011) Y  - -4,729,564.335 (meters)                     COMP
 LJ0534  NAD 83(2011) Z  -  4,152,496.374 (meters)                     COMP
 LJ0534  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 LJ0534
 LJ0534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0534  Standards:
 LJ0534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0534  -------------------------------------------------------------------
 LJ0534  NETWORK    0.48   1.27           0.23   0.14   0.65     -0.08303072
 LJ0534  -------------------------------------------------------------------
 LJ0534  Click here for local accuracies and other accuracy information.
 LJ0534
 LJ0534.This mark is at Grant Municipal Airport (GGF)
 LJ0534
 LJ0534.The horizontal coordinates were established by GPS observations
 LJ0534.and adjusted by the National Geodetic Survey in June 2012.
 LJ0534
 LJ0534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0534.been affixed to the stable North American tectonic plate. See 
 LJ0534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0534
 LJ0534.The horizontal coordinates are valid at the epoch date displayed above
 LJ0534.which is a decimal equivalence of Year/Month/Day.
 LJ0534
 LJ0534.The orthometric height was determined by GPS observations and a
 LJ0534.high-resolution geoid model.
 LJ0534
 LJ0534.GPS derived orthometric heights for airport stations designated as
 LJ0534.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0534.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0534.not indicate centimeter accuracy relative to other marks which are
 LJ0534.part of the published vertical control network.
 LJ0534
 LJ0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0534.GEOID18 height accuracy estimate available here.
 LJ0534
 LJ0534.Click photographs - Photos may exist for this station.
 LJ0534
 LJ0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0534
 LJ0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0534
 LJ0534.The ellipsoidal height was determined by GPS observations
 LJ0534.and is referenced to NAD 83.
 LJ0534
 LJ0534. The following values were computed from the NAD 83(2011) position.
 LJ0534
 LJ0534;                    North         East     Units Scale Factor Converg.
 LJ0534;SPC NE       -   116,979.203   353,680.606   MT  0.99971902   -1 09 02.5
 LJ0534;SPC NE       -   383,789.27  1,160,367.12   sFT  0.99971902   -1 09 02.5
 LJ0534;UTM  14      - 4,528,342.272   269,413.585   MT  1.00025447   -1 47 29.3
 LJ0534
 LJ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0534!SPC NE       -   0.99983985  x   0.99971902  =   0.99955891
 LJ0534!UTM  14      -   0.99983985  x   1.00025447  =   1.00009427
 LJ0534
 LJ0534:                Primary Azimuth Mark                     Grid Az
 LJ0534:SPC NE       -  GRANTPORT                                147 13 40.2
 LJ0534:UTM  14      -  GRANTPORT                                147 52 07.0
 LJ0534
 LJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6941328342(NAD 83)
 LJ0534
 LJ0534|---------------------------------------------------------------------|
 LJ0534| PID    Reference Object                     Distance      Geod. Az  |
 LJ0534|                                                           dddmmss.s |
 LJ0534| LJ0531 GRANTPORT                           APPROX. 0.6 KM 1460437.7 |
 LJ0534|---------------------------------------------------------------------|
 LJ0534
 LJ0534                          SUPERSEDED SURVEY CONTROL
 LJ0534
 LJ0534  NAD 83(2007)-  40 52 25.34539(N)    101 44 11.02039(W) AD(2002.00) 0
 LJ0534  ELLIP H (02/10/07) 1021.176  (m)                       GP(2002.00)    
 LJ0534  ELLIP H (12/18/01) 1021.160  (m)                       GP(       ) 4 1
 LJ0534  NAD 83(1995)-  40 52 25.34492(N)    101 44 11.02005(W) AD(       ) 1
 LJ0534  ELLIP H (08/21/98) 1021.205  (m)                       GP(       ) 4 1
 LJ0534  NAD 83(1995)-  40 52 25.34456(N)    101 44 11.02078(W) AD(       ) 3
 LJ0534  ELLIP H (08/18/97) 1021.196  (m)                       GP(       ) 4 1
 LJ0534  ELLIP H (01/07/93) 1021.037  (m)                       GP(       ) 4 2
 LJ0534  NAD 83(1986)-  40 52 25.34285(N)    101 44 11.02481(W) AD(       ) 3
 LJ0534  NGVD 29 (02/23/90) 1041.98   (m)  RAPSU86  model used  GPS OBS        
 LJ0534
 LJ0534.Superseded values are not recommended for survey control.
 LJ0534
 LJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0534.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0534
 LJ0534_MARKER: I = METAL ROD
 LJ0534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0534_STAMPING: GRANTPORT AZ MK 1989
 LJ0534_MARK LOGO: NGS
 LJ0534_PROJECTION: FLUSH
 LJ0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0534+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 LJ0534_ROD/PIPE-DEPTH: 4.14 meters
 LJ0534_SLEEVE-DEPTH  : 0.93 meters
 LJ0534
 LJ0534  HISTORY     - Date     Condition        Report By
 LJ0534  HISTORY     - 1989     MONUMENTED       NGS
 LJ0534  HISTORY     - 19810615 GOOD             NGS
 LJ0534  HISTORY     - 19950809 GOOD             NGS
 LJ0534  HISTORY     - 19970802 GOOD             NGS
 LJ0534  HISTORY     - 20040902 MARK NOT FOUND   NDA
 LJ0534
 LJ0534                          STATION DESCRIPTION
 LJ0534
 LJ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0534'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF GRANT, JUST
 LJ0534'WEST OF STATE HIGHWAY 61, AT THE GRANT MUNICIPAL AIRPORT, AT THE
 LJ0534'JUNCTION OF THE RUNWAY END 14 AND A TURN-AROUND.  OWNERSHIP--CITY OF
 LJ0534'GRANT, BOX 614 GRANT, NE 69140.  AIRPORT MANAGER IS STEVE MARTENS,
 LJ0534'TELEPHONE 308-352-2223 OR 4156.
 LJ0534'TO REACH THE STATION FROM THE US POST OFFICE IN GRANT, GO NORTH ON
 LJ0534'STATE HIGHWAY 61 FOR 3.13 KM (1.95 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0534'LEFT.  TURN LEFT AND GO WEST AND SOUTH ALONG THE ENTRANCE ROAD FOR
 LJ0534'0.60 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT, THEN GO 0.16 KM
 LJ0534'(0.10 MI) WEST-NORTHWEST TO THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 LJ0534'TURN RIGHT AND GO NORTHWEST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR
 LJ0534'0.65 KM (0.40 MI) TO THE STATION ON THE RIGHT AT THE JUNCTION OF THE
 LJ0534'RUNWAY AND TURN-AROUND.
 LJ0534'THE AZIMUTH MARK IS 20.3 M (66.6 FT) NORTHWEST OF THE APPROXIMATE
 LJ0534'CENTER OF THE TURN-AROUND, 12.6 M (41.3 FT) NORTHEAST OF THE RUNWAY
 LJ0534'CENTERLINE AND 1.0 M (3.3 FT) NORTHEAST OF A PURPLE TAXIWAY LIGHT.
 LJ0534'DESCRIBED BY R.D.BALL
 LJ0534'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0534
 LJ0534                          STATION RECOVERY (1981)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0534'THE STATION IS LOCATED AT THE NORTHWEST END OF GRANT MUNI AIRPORT NEAR
 LJ0534'RUNWAY END OF 15.  THE STATION IS 101.3 FT (30.9 M) EAST OF THE END OF
 LJ0534'THE RUNWAY, 92.3 FT (28.1 M) SOUTHEAST OF THE NORTHWEST EDGE OF
 LJ0534'TURNOUT, 76.5 FT (23.3 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 LJ0534'TURNOUT, 88.6 FT (27.0 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 LJ0534'SOUTHEAST OF THE RUNWAY END, 43.0 FT (13.1 M) NORTHEAST OF THE
 LJ0534'CENTERLINE OF THE RUNWAY, AND 3.4 FT (1.0 M) NORTHEAST OF THE TAXIWAY
 LJ0534'LIGHT.  THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO
 LJ0534'CAP FLUSH WITH THE GROUND.  THE CAP IS STAMPED GRANTPORT AZ MK 1989.
 LJ0534'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 LJ0534'STABILITY.
 LJ0534
 LJ0534                          STATION RECOVERY (1995)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0534'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF OGALLALA, 2.0
 LJ0534'MI (3.2 KM) NORTH OF GRANT, AT THE GRANT MUNICIPAL AIRPORT AND AT THE
 LJ0534'JUNCTION OF THE TURNAROUND AT THE APPROACH END OF RUNWAY 15.
 LJ0534'OWNERSHIP--CITY OF GRANT, 342 CENTRAL AVENUE, GRANT NE 69140. AIRPORT
 LJ0534'MANAGER IS LEO PORTER, JR, PHONE (308) 352-2223.  TO REACH THE STATION
 LJ0534'FROM THE STATE HIGHWAYS 23 AND 61 NORTH IN GRANT, GO NORTH ON STATE
 LJ0534'HIGHWAY 61 FOR 2.25 MI (3.62 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST
 LJ0534'THEN SOUTHEAST FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM)
 LJ0534'TO THE APRON ON THE RIGHT, TURN RIGHT AND GO WEST-SOUTHWEST ON THE
 LJ0534'APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN
 LJ0534'RIGHT AND GO NORTH-NORTHWEST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE
 LJ0534'STATION ON THE RIGHT.  THE STATION IS 102.1 FT (31.1 M)
 LJ0534'SOUTH-SOUTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT, 66.6 FT
 LJ0534'(20.3 M) SOUTH-SOUTHEAST OF THE TURNAROUND CENTER, 42.3 FT (12.9 M)
 LJ0534'EAST-NORTHEAST OF THE RUNWAY CENTER AND 3.5 FT (1.1 M) EAST-NORTHEAST
 LJ0534'OF A TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 LJ0534
 LJ0534                          STATION RECOVERY (1997)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0534'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 LJ0534'MANAGER IS NOW ED MARTEENS.PHONE NUMBER AND ADDRESS THE SAME.
 LJ0534
 LJ0534                          STATION RECOVERY (2004)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 LJ0534'CONTACT CITY ADMINISTRATOR 308-352-2100  EMAIL GRANT(AT SIGN)GPCOM.NET
 LJ0534'P.O. BOX 614
 LJ0534'NEW CITY ADMINISTRATOR AND AIRPORT MANAGER EXPECTED IN SEPTEMBER 2004
 LJ0534'
 LJ0534'LIKE THE PACS, EXPECT THAT CAP IS APPROXIMATELY 6 INCHES BELOW GRADE.
 LJ0534'NEED GPS, METAL DETECTOR, SHOVEL AND BROOM TO RECOVER.
 LJ0534'RUNWAY WAS LENGTHENED, OLD TURNAROUND REMOVED BUT DETECTABLE BY GRADE
 LJ0534'IN FIELD.  RECOVERY DIRECTIONS NEED TO BE UPDATED WHEN POSSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0927 ***********************************************************************
 LG0927  DESIGNATION -  GRAVE
 LG0927  PID         -  LG0927
 LG0927  STATE/COUNTY-  NE/FILLMORE
 LG0927  COUNTRY     -  US
 LG0927  USGS QUAD   -  FAIRMONT (2017)
 LG0927
 LG0927                         *CURRENT SURVEY CONTROL
 LG0927  ______________________________________________________________________
 LG0927* NAD 83(1995) POSITION- 40 41 26.89233(N) 097 35 45.01645(W)   ADJUSTED
 LG0927* NAVD 88 ORTHO HEIGHT -   510.    (meters)     1673.    (feet) SCALED
 LG0927  ______________________________________________________________________
 LG0927  GEOID HEIGHT    -        -26.483 (meters)                     GEOID18
 LG0927  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 LG0927  HORZ ORDER      -  SECOND
 LG0927
 LG0927.The horizontal coordinates were established by classical geodetic methods
 LG0927.and adjusted by the National Geodetic Survey in August 1997.
 LG0927
 LG0927.The orthometric height was scaled from a topographic map.
 LG0927
 LG0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0927.GEOID18 height accuracy estimate available here.
 LG0927
 LG0927.Click photographs - Photos may exist for this station.
 LG0927
 LG0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0927
 LG0927. The following values were computed from the NAD 83(1995) position.
 LG0927
 LG0927;                    North         East     Units Scale Factor Converg.
 LG0927;SPC NE       -    98,028.344   703,141.754   MT  0.99975895   +1 35 35.6
 LG0927;SPC NE       -   321,614.66  2,306,890.90   sFT  0.99975895   +1 35 35.6
 LG0927;UTM  14      - 4,505,382.192   618,644.121   MT  0.99977326   +0 54 56.1
 LG0927
 LG0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0927!SPC NE       -   0.99992413  x   0.99975895  =   0.99968310
 LG0927!UTM  14      -   0.99992413  x   0.99977326  =   0.99969741
 LG0927
 LG0927:                Primary Azimuth Mark                     Grid Az
 LG0927:SPC NE       -  GRAVE AZ MK                              181 39 06.6
 LG0927:UTM  14      -  GRAVE AZ MK                              182 19 46.1
 LG0927
 LG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1864405382(NAD 83)
 LG0927
 LG0927|---------------------------------------------------------------------|
 LG0927| PID    Reference Object                     Distance      Geod. Az  |
 LG0927|                                                           dddmmss.s |
 LG0927| CN8661 GRAVE RM 1                           14.206 METERS 00359     |
 LG0927| LG0930 GRAVE 2                              17.593 METERS 09220     |
 LG0927| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.0 KM 1715627.6 |
 LG0927| CN8662 GRAVE RM 2                           20.310 METERS 17706     |
 LG0927| CN8660 GRAVE AZ MK                                        1831442.2 |
 LG0927| LG0940 GRAFTON ST HELENAS CH BELFRY        APPROX.12.4 KM 2351012.7 |
 LG0927|---------------------------------------------------------------------|
 LG0927
 LG0927                          SUPERSEDED SURVEY CONTROL
 LG0927
 LG0927  NAD 83(1986)-  40 41 26.89945(N)    097 35 45.01766(W) AD(       ) 2
 LG0927  NAD 27      -  40 41 26.88700(N)    097 35 43.83700(W) AD(       ) 2
 LG0927
 LG0927.Superseded values are not recommended for survey control.
 LG0927
 LG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0927.See file dsdata.pdf to determine how the superseded data were derived.
 LG0927
 LG0927_MARKER: DS = TRIANGULATION STATION DISK
 LG0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0927_STAMPING: GRAVE 1950
 LG0927_MARK LOGO: CGS
 LG0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0927+STABILITY: SURFACE MOTION
 LG0927
 LG0927  HISTORY     - Date     Condition        Report By
 LG0927  HISTORY     - 1950     MONUMENTED       CGS
 LG0927  HISTORY     - 1963     GOOD             CGS
 LG0927
 LG0927                          STATION DESCRIPTION
 LG0927
 LG0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0927'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF THE
 LG0927'TOWN OF FAIRMONT, ALONG THE EAST SIDE OF U.S. HIGHWAY 81 AND NEAR
 LG0927'THE SOUTHWEST CORNER OF A SMALL CEMETERY.  IT IS 45 FEET EAST OF
 LG0927'THE CENTERLINE OF HIGHWAY 81 AND 10 FEET SOUTH-SOUTHWEST OF THE
 LG0927'SOUTHWEST CORNER OF THE SMALL CEMETERY.  THE MARK PROJECTS 2
 LG0927'INCHES AND THE DISK IS STAMPED GRAVE 1950.
 LG0927'
 LG0927'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTERLINE OF THE
 LG0927'HIGHWAY, 24.3 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0927'CEMETERY AND 5 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK
 LG0927'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVE NO 1 1950.
 LG0927'
 LG0927'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTERLINE OF THE
 LG0927'HIGHWAY AND 28.7 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.  THE
 LG0927'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVE NO 2 1950.
 LG0927'
 LG0927'AZIMUTH MARK IS 56 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 LG0927'4 FEET WEST OF A WITNESS POST AND RIGHT-OF-WAY FENCE.  THE MARK
 LG0927'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVE 1950.
 LG0927'
 LG0927'TO REACH FROM THE OVERPASS AT THE INTERSECTION OF U.S. HIGHWAYS 6
 LG0927'AND 81 JUST WEST OF FAIRMONT, GO NORTH ON HIGHWAY 81 FOR 3.3
 LG0927'MILES TO CROSSROADS, CONTINUE NORTH 0.2 MILE TO THE AZIMUTH MARK
 LG0927'ON THE LEFT.  HERE CONTINUE NORTH 0.3 MILE TO THE STATION ON THE
 LG0927'RIGHT AT A SMALL CEMETERY.
 LG0927'
 LG0927'A 50 FT. SIGNAL AT FAIRMONT, GRAFTON AND GRAHAM IS V.G.
 LG0927'
 LG0927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0927
 LG0927                          STATION RECOVERY (1963)
 LG0927
 LG0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0927'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0927'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 81
 LG0927'WILL DESTROY ALL THE MARKS, SO A NEW STATION, GRAVE 2, WAS
 LG0927'ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF GRAVE 2 1963.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0930 ***********************************************************************
 LG0930  DESIGNATION -  GRAVE 2
 LG0930  PID         -  LG0930
 LG0930  STATE/COUNTY-  NE/FILLMORE
 LG0930  COUNTRY     -  US
 LG0930  USGS QUAD   -  FAIRMONT (2017)
 LG0930
 LG0930                         *CURRENT SURVEY CONTROL
 LG0930  ______________________________________________________________________
 LG0930* NAD 83(1995) POSITION- 40 41 26.86907(N) 097 35 44.26779(W)   NO CHECK
 LG0930* NAVD 88 ORTHO HEIGHT -   509.80  (+/-2cm)     1672.6   (feet) VERTCON
 LG0930  ______________________________________________________________________
 LG0930  GEOID HEIGHT    -        -26.484 (meters)                     GEOID18
 LG0930  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 LG0930  HORZ ORDER      -  THIRD
 LG0930  VERT ORDER      -  THIRD ? (See Below)
 LG0930
 LG0930.The horizontal coordinates were established by classical geodetic methods
 LG0930.and adjusted by the National Geodetic Survey in August 1997.
 LG0930
 LG0930.No horizontal observational check was made to the station.
 LG0930
 LG0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0930
 LG0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0930.GEOID18 height accuracy estimate available here.
 LG0930
 LG0930.The vertical order pertains to the NGVD 29 superseded value.
 LG0930
 LG0930.Click photographs - Photos may exist for this station.
 LG0930
 LG0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0930
 LG0930. The following values were computed from the NAD 83(1995) position.
 LG0930
 LG0930;                    North         East     Units Scale Factor Converg.
 LG0930;SPC NE       -    98,028.116   703,159.342   MT  0.99975895   +1 35 36.1
 LG0930;SPC NE       -   321,613.91  2,306,948.61   sFT  0.99975895   +1 35 36.1
 LG0930;UTM  14      - 4,505,381.756   618,661.705   MT  0.99977331   +0 54 56.6
 LG0930
 LG0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0930!SPC NE       -   0.99992419  x   0.99975895  =   0.99968316
 LG0930!UTM  14      -   0.99992419  x   0.99977331  =   0.99969752
 LG0930
 LG0930:                Primary Azimuth Mark                     Grid Az
 LG0930:SPC NE       -  GRAVE 2 AZ MK                            185 18 30.6
 LG0930:UTM  14      -  GRAVE 2 AZ MK                            185 59 10.1
 LG0930
 LG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1866105381(NAD 83)
 LG0930
 LG0930|---------------------------------------------------------------------|
 LG0930| PID    Reference Object                     Distance      Geod. Az  |
 LG0930|                                                           dddmmss.s |
 LG0930| CN8664 GRAVE 2 RM 3                         11.064 METERS 00314     |
 LG0930| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.0 KM 1720618.7 |
 LG0930| CN8665 GRAVE 2 RM 4                         16.392 METERS 17802     |
 LG0930| CN8660 GRAVE AZ MK                                        1851524.6 |
 LG0930| CN8663 GRAVE 2 AZ MK                                      1865406.7 |
 LG0930| LG0927 GRAVE                                17.593 METERS 27220     |
 LG0930|---------------------------------------------------------------------|
 LG0930
 LG0930                          SUPERSEDED SURVEY CONTROL
 LG0930
 LG0930  NAD 83(1986)-  40 41 26.87618(N)    097 35 44.26900(W) AD(       ) 3
 LG0930  NAD 27      -  40 41 26.86400(N)    097 35 43.08900(W) AD(       ) 3
 LG0930  NGVD 29             509.62   (m)         1672.0    (f) LEVELING    3  
 LG0930
 LG0930.Superseded values are not recommended for survey control.
 LG0930
 LG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0930.See file dsdata.pdf to determine how the superseded data were derived.
 LG0930
 LG0930_MARKER: DS = TRIANGULATION STATION DISK
 LG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0930_STAMPING: GRAVE 2 1963
 LG0930_MARK LOGO: CGS
 LG0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0930+STABILITY: SURFACE MOTION
 LG0930
 LG0930  HISTORY     - Date     Condition        Report By
 LG0930  HISTORY     - 1963     MONUMENTED       CGS
 LG0930
 LG0930                          STATION DESCRIPTION
 LG0930
 LG0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0930'STATION IS LOCATED ABOUT 3 AND 1/2 MILES NORTH OF FAIRMONT,
 LG0930'3 AND 1/2 MILES SOUTH OF MC COOL JUNCTION, AND 1/2 MILE SOUTH
 LG0930'OF THE FILLMORE-YORK COUNTY LINE ALONG THE EAST RIGHT-OF-WAY
 LG0930'OF U.S. HIGHWAY 81 ON THE WEST SIDE OF SEC. 6, T 8 N., R 2 W.,
 LG0930'102 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 54 FEET SOUTH
 LG0930'OF A HALF-SECTION LINE WEST GOING WEST FROM THE HIGHWAY, 45
 LG0930'FEET EAST-SOUTHEAST OF TWO TOMBSTONES MARKING OLD GRAVES, 3
 LG0930'FEET WEST OF THE EAST RIGHT-OF-WAY LINE, AND 1 FOOT NORTH OF A
 LG0930'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 1963.
 LG0930'
 LG0930'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF
 LG0930'U.S. HIGHWAY 81 AND U.S. HIGHWAY 6 JUST WEST OF FAIRMONT, GO NORTH
 LG0930'ON U.S. HIGHWAY 81 FOR 3.0 MILES TO CROSSROADS.  CONTINUE NORTH
 LG0930'ON U.S. HIGHWAY 81 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG0930'CONTINUE NORTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO THE STATION
 LG0930'ON THE RIGHT AS DESCRIBED.
 LG0930'
 LG0930'REFERENCE MARK NO. 3 IS 36.30 FEET NORTH OF THE STATION, 104
 LG0930'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 18 FEET SOUTH
 LG0930'OF A HALF-SECTION LINE FENCE GOING WEST FROM THE STATION, AND 2
 LG0930'FEET SOUTH OF A WHITE WOODEN POST.  THE MARK PROJECTS 6 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 NO 3 1963.
 LG0930'
 LG0930'REFERENCE MARK NO. 4 IS 53.78 FEET SOUTH OF THE STATION, 104
 LG0930'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, AND 53 FEET SOUTH
 LG0930'OF A STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 NO 4 1963.
 LG0930'
 LG0930'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 103 FEET WEST OF THE
 LG0930'CENTERLINE OF U.S. HIGHWAY 81, 2 FEET EAST OF A FENCE, AND 1 FOOT
 LG0930'NORTH OF A NEW STEEL POST WITH SIGN.  THE MARK PROJECTS 6 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 1963.
 LG0930'
 LG0930'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LG0930'HIGHWAY 81 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0930'DESCRIBED.
 LG0930'
 LG0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1123 ***********************************************************************
 ML1123  DESIGNATION -  GREELEY CATHOLIC CHURCH SPIRE
 ML1123  PID         -  ML1123
 ML1123  STATE/COUNTY-  NE/GREELEY
 ML1123  COUNTRY     -  US
 ML1123  USGS QUAD   -  GREELEY (2017)
 ML1123
 ML1123                         *CURRENT SURVEY CONTROL
 ML1123  ______________________________________________________________________
 ML1123* NAD 83(1995) POSITION- 41 33 03.42038(N) 098 32 01.80568(W)   ADJUSTED
 ML1123  ______________________________________________________________________
 ML1123  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 ML1123  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 ML1123  HORZ ORDER      -  THIRD
 ML1123
 ML1123.The horizontal coordinates were established by classical geodetic methods
 ML1123.and adjusted by the National Geodetic Survey in August 1997.
 ML1123
 ML1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1123.GEOID18 height accuracy estimate available here.
 ML1123
 ML1123.Click photographs - Photos may exist for this station.
 ML1123
 ML1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1123
 ML1123. The following values were computed from the NAD 83(1995) position.
 ML1123
 ML1123;                    North         East     Units Scale Factor Converg.
 ML1123;SPC NE       -   191,735.651   622,275.585   MT  0.99965890   +0 58 17.8
 ML1123;SPC NE       -   629,052.71  2,041,582.48   sFT  0.99965890   +0 58 17.8
 ML1123;UTM  14      - 4,600,025.588   538,876.972   MT  0.99961860   +0 18 33.1
 ML1123
 ML1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3887600025(NAD 83)
 ML1123
 ML1123                          SUPERSEDED SURVEY CONTROL
 ML1123
 ML1123  NAD 83(1986)-  41 33 03.42705(N)    098 32 01.81113(W) AD(       ) 3
 ML1123  NAD 27      -  41 33 03.40000(N)    098 32 00.54000(W) AD(       ) 3
 ML1123
 ML1123.Superseded values are not recommended for survey control.
 ML1123
 ML1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1123.See file dsdata.pdf to determine how the superseded data were derived.
 ML1123
 ML1123_MARKER: 90 = CHURCH SPIRE
 ML1123
 ML1123  HISTORY     - Date     Condition        Report By
 ML1123  HISTORY     - 1930     FIRST OBSERVED   CGS
 ML1123
 ML1123                          STATION DESCRIPTION
 ML1123
 ML1123'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1122 ***********************************************************************
 ML1122  DESIGNATION -  GREELEY CENTER CATH CH SPIRE
 ML1122  PID         -  ML1122
 ML1122  STATE/COUNTY-  NE/GREELEY
 ML1122  COUNTRY     -  US
 ML1122  USGS QUAD   -  GREELEY (2017)
 ML1122
 ML1122                         *CURRENT SURVEY CONTROL
 ML1122  ______________________________________________________________________
 ML1122* NAD 83(1995) POSITION- 41 33 03.53490(N) 098 32 01.60234(W)   ADJUSTED
 ML1122  ______________________________________________________________________
 ML1122  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 ML1122  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 ML1122  HORZ ORDER      -  THIRD
 ML1122
 ML1122.The horizontal coordinates were established by classical geodetic methods
 ML1122.and adjusted by the National Geodetic Survey in August 1997.
 ML1122
 ML1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1122.GEOID18 height accuracy estimate available here.
 ML1122
 ML1122.Click photographs - Photos may exist for this station.
 ML1122
 ML1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1122
 ML1122. The following values were computed from the NAD 83(1995) position.
 ML1122
 ML1122;                    North         East     Units Scale Factor Converg.
 ML1122;SPC NE       -   191,739.263   622,280.235   MT  0.99965890   +0 58 18.0
 ML1122;SPC NE       -   629,064.57  2,041,597.74   sFT  0.99965890   +0 58 18.0
 ML1122;UTM  14      - 4,600,029.145   538,881.663   MT  0.99961860   +0 18 33.3
 ML1122
 ML1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3888100029(NAD 83)
 ML1122
 ML1122                          SUPERSEDED SURVEY CONTROL
 ML1122
 ML1122  NAD 83(1986)-  41 33 03.54081(N)    098 32 01.60791(W) AD(       ) 3
 ML1122  NAD 27      -  41 33 03.49600(N)    098 32 00.34200(W) AD(       ) 3
 ML1122  USSD        -  41 33 03.59100(N)    098 32 00.44900(W) AD(       ) 3
 ML1122
 ML1122.Superseded values are not recommended for survey control.
 ML1122
 ML1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1122.See file dsdata.pdf to determine how the superseded data were derived.
 ML1122
 ML1122_MARKER: 90 = CHURCH SPIRE
 ML1122
 ML1122  HISTORY     - Date     Condition        Report By
 ML1122  HISTORY     - 1900     FIRST OBSERVED   CGS
 ML1122  HISTORY     - 1935     GOOD             CGS
 ML1122
 ML1122                          STATION DESCRIPTION
 ML1122
 ML1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1122'THE PRESENT CATHOLIC CHURCH IN GREELEY CENTER WAS ERECTED IN
 ML1122'1904.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0998 ***********************************************************************
 LG0998  HT_MOD      -  This is a Height Modernization Survey Station.
 LG0998  CBN         -  This is a Cooperative Base Network Control Station.
 LG0998  DESIGNATION -  GREEN
 LG0998  PID         -  LG0998
 LG0998  STATE/COUNTY-  NE/CASS
 LG0998  COUNTRY     -  US
 LG0998  USGS QUAD   -  GREENWOOD (2017)
 LG0998
 LG0998                         *CURRENT SURVEY CONTROL
 LG0998  ______________________________________________________________________
 LG0998* NAD 83(2011) POSITION- 40 56 36.57173(N) 096 26 43.56464(W)   ADJUSTED
 LG0998* NAD 83(2011) ELLIP HT-   332.796 (meters)        (06/27/12)   ADJUSTED
 LG0998* NAD 83(2011) EPOCH   -  2010.00
 LG0998* NAVD 88 ORTHO HEIGHT -   358.79  (meters)     1177.1   (feet) GPS OBS
 LG0998  ______________________________________________________________________
 LG0998  NAVD 88 orthometric height was determined with an earlier geoid model
 LG0998  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 LG0998  NAD 83(2011) X  -   -541,634.912 (meters)                     COMP
 LG0998  NAD 83(2011) Y  - -4,794,459.561 (meters)                     COMP
 LG0998  NAD 83(2011) Z  -  4,157,903.162 (meters)                     COMP
 LG0998  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 LG0998
 LG0998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0998  Standards:
 LG0998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0998  -------------------------------------------------------------------
 LG0998  NETWORK    0.26   0.53           0.12   0.09   0.27      0.00742931
 LG0998  -------------------------------------------------------------------
 LG0998  Click here for local accuracies and other accuracy information.
 LG0998
 LG0998.The horizontal coordinates were established by GPS observations
 LG0998.and adjusted by the National Geodetic Survey in June 2012.
 LG0998
 LG0998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0998.been affixed to the stable North American tectonic plate. See 
 LG0998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0998
 LG0998.The horizontal coordinates are valid at the epoch date displayed above
 LG0998.which is a decimal equivalence of Year/Month/Day.
 LG0998
 LG0998.The orthometric height was determined by GPS observations and a
 LG0998.high-resolution geoid model using precise GPS observation and
 LG0998.processing techniques.
 LG0998
 LG0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0998.GEOID18 height accuracy estimate available here.
 LG0998
 LG0998.Click photographs - Photos may exist for this station.
 LG0998
 LG0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0998
 LG0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0998
 LG0998.The ellipsoidal height was determined by GPS observations
 LG0998.and is referenced to NAD 83.
 LG0998
 LG0998. The following values were computed from the NAD 83(2011) position.
 LG0998
 LG0998;                    North         East     Units Scale Factor Converg.
 LG0998;SPC NE       -   129,407.679   799,147.126   MT  0.99970643   +2 21 20.2
 LG0998;SPC NE       -   424,565.03  2,621,868.53   sFT  0.99970643   +2 21 20.2
 LG0998;UTM  14      - 4,535,626.729   715,036.433   MT  1.00016916   +1 40 28.9
 LG0998
 LG0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0998!SPC NE       -   0.99994780  x   0.99970643  =   0.99965425
 LG0998!UTM  14      -   0.99994780  x   1.00016916  =   1.00011695
 LG0998
 LG0998:                Primary Azimuth Mark                     Grid Az
 LG0998:SPC NE       -  ASHLAND RADIO MAST                       037 36 19.1
 LG0998:UTM  14      -  ASHLAND RADIO MAST                       038 17 10.4
 LG0998
 LG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1503635626(NAD 83)
 LG0998
 LG0998|---------------------------------------------------------------------|
 LG0998| PID    Reference Object                     Distance      Geod. Az  |
 LG0998|                                                           dddmmss.s |
 LG0998| MK2011 ASHLAND RADIO MAST                  APPROX.12.5 KM 0395739.3 |
 LG0998| CL6586 GREEN RM 2                            7.398 METERS 10207     |
 LG0998| CL6585 GREEN RM 1                           16.063 METERS 35509     |
 LG0998|---------------------------------------------------------------------|
 LG0998
 LG0998                          SUPERSEDED SURVEY CONTROL
 LG0998
 LG0998  NAD 83(2007)-  40 56 36.57173(N)    096 26 43.56515(W) AD(2002.00) 0
 LG0998  ELLIP H (02/10/07)  332.816  (m)                       GP(2002.00)    
 LG0998  ELLIP H (07/10/01)  332.800  (m)                       GP(       ) 4 1
 LG0998  NAD 83(1995)-  40 56 36.57171(N)    096 26 43.56459(W) AD(       ) B
 LG0998  ELLIP H (06/25/96)  332.869  (m)                       GP(       ) 1 1
 LG0998  NAD 83(1986)-  40 56 36.58577(N)    096 26 43.56878(W) AD(       ) 2
 LG0998  NAD 27      -  40 56 36.58021(N)    096 26 42.49833(W) AD(       ) 2
 LG0998  NAVD 88 (06/25/96)  358.9    (m)  GEOID93  model used  GPS OBS        
 LG0998
 LG0998.Superseded values are not recommended for survey control.
 LG0998
 LG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0998.See file dsdata.pdf to determine how the superseded data were derived.
 LG0998
 LG0998_MARKER: DD = SURVEY DISK
 LG0998_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0998+WITH SETTING: INFORMATION.
 LG0998_STAMPING: ET GREEN 1967
 LG0998_MARK LOGO: USGS
 LG0998_PROJECTION: FLUSH
 LG0998_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0998+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2020
 LG0998
 LG0998  HISTORY     - Date     Condition        Report By
 LG0998  HISTORY     - 1967     MONUMENTED       USGS
 LG0998  HISTORY     - 19950329 GOOD             NGS
 LG0998  HISTORY     - 20000605 GOOD             NEDR
 LG0998  HISTORY     - 2002     GOOD             NEDR
 LG0998  HISTORY     - 20100507 GOOD             INDIV
 LG0998  HISTORY     - 20161208 GOOD             WOOLPT
 LG0998  HISTORY     - 20200416 GOOD             NEGS
 LG0998
 LG0998                          STATION DESCRIPTION
 LG0998
 LG0998'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0998'THE STATION IS LOCATED ABOUT 1.5 MI S. OF GREENWOOD, T. 11 N.,
 LG0998'R. 9 E., NEAR THE COR. SECS. 5, 6, 7 AND 8, 29 FT N. AND 31 FT
 LG0998'E. OF CENTER OF CROSSROADS, 2 FT N. AND 2 FT E. OF FENCE CORNER.
 LG0998'
 LG0998'TO REACH THE STATION FROM THE RR. DEPOT AT GREENWOOD ON W. SIDE
 LG0998'HWY. 6, GO SW ALONG HWY 6 FOR 0.4 MI TO A T-RD. E., TURN LEFT (E.)
 LG0998'AND GO 0.05 MI TO A T-RD. S., TURN RIGHT (S.) AND GO 0.95 MI TO
 LG0998'CROSSROADS AND STATION ON LEFT (E.) SIDE OF RD.
 LG0998'
 LG0998'ALL MARKS ARE FLUSH WITH GROUND STANDARD TABLETS CRIMPED ON 0.5
 LG0998'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 LG0998'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG0998'
 LG0998'THE STATION MARK IS STAMPED ET GREEN 1967.
 LG0998'
 LG0998'REFERENCE MARK 1 IS N. OF STATION, 81 FT N. AND 26 FT E. OF CENTER
 LG0998'OF CROSSROADS, 2 FT W. OF FENCE, STAMPED GREEN NO 1 1967.
 LG0998'
 LG0998'REFERENCE MARK 2 IS E. OF THE STATION, 24 FT N. AND 55 FT E OF CENTER
 LG0998'OF CROSSROADS, 2 FT S. OF POLE, STAMPED GREEN NO 2 1967.
 LG0998'
 LG0998'AZIMUTH MARK - NONE SET.
 LG0998'
 LG0998'REFERENCE AZIMUTH OBSERVED TO RED LIGHT ON TOP OF RADIO MAST LOCATED
 LG0998'APPROX. 1.0 MI SE OF ASHLAND.
 LG0998
 LG0998                          STATION RECOVERY (1995)
 LG0998
 LG0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0998'TO REACH THE MARK FROM THE DEPOT IN GREENWOOD, GO SOUTHWEST ON U.S.
 LG0998'HIGHWAY 6 FOR 0.4 MI (0.6 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 LG0998'AND GO EAST ON CHURCH ROAD, WHICH IS GRAVELED, FOR 0.05 MI (0.08 KM)
 LG0998'TO A T-ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON 202ND STREET,
 LG0998'ALSO GRAVELED, FOR 1.0 MI (1.6 KM) TO MILL ROAD AND THE STATION ON THE
 LG0998'LEFT, IN THE NORTHEAST ANGLE OF THE INTERSECTION, ON ROAD RIGHT-OF-WAY
 LG0998'AND IN THE SW CORNER OF SEC5, T11N, R9E.  THE MARK IS A STANDARD U.S.
 LG0998'GEOLOGICAL SURVEY DISK, CRIMPED TO THE TOP OF A 1/2 INCH COPPER-CLAD
 LG0998'METAL ROD THAT IS SET WITHIN A 0.15 M (0.49 FT) DIAMETER, TERRA COTTA
 LG0998'PIPE THAT IS FLUSH WITH THE GROUND.  IT IS 31.0 FT (9.4 M) EAST FROM
 LG0998'THE CENTERLINE OF 202ND STREET, 29.0 FT (8.8 M) NORTH FROM THE
 LG0998'CENTERLINE OF MILL ROAD, 2.2 FT (0.7 M) NORTHEAST FROM AN OLD FENCE
 LG0998'CORNER POST, 2.5 FT (0.8 M) WEST FROM A WITNESS POST, 1.8 FT (0.5 M)
 LG0998'EAST FROM A WITNESS POST AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTER
 LG0998'OF THE INTERSECTION.
 LG0998
 LG0998                          STATION RECOVERY (2000)
 LG0998
 LG0998'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0998'RECOVERED AS DESCRIBED.
 LG0998
 LG0998                          STATION RECOVERY (2002)
 LG0998
 LG0998'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0998'RECOVERED AS DESCRIBED.
 LG0998
 LG0998                          STATION RECOVERY (2010)
 LG0998
 LG0998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 LG0998'RECOVERED IN GOOD CONDITION.
 LG0998
 LG0998                          STATION RECOVERY (2016)
 LG0998
 LG0998'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG0998'RECOVERED IN GOOD CONDITION.
 LG0998
 LG0998                          STATION RECOVERY (2020)
 LG0998
 LG0998'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LG0998'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND CHURCH ROAD IN
 LG0998'GREENWOOD, NE., GO EAST ON CHRUCH ROAD ABOUT 130 FT (39.6 M) TO THE
 LG0998'INTERSECTION OF 202ND. ST.  TURN RIGHT (SOUTH) ON 202ND AND GO 1 MI
 LG0998'(1.6 KM) TO THE INTERSECTION OF MILLING ROAD AND THE MARK IN THE
 LG0998'NORTHEAST ANGLE OF THE INTERSECTION.
 LG0998'
 LG0998'IT IS 1.5 FT (0.5 M) EAST OF STEEL WITNESS POST, 2.2 FT (0.7 M)
 LG0998'NORTHEAST OF AN OLD FENCE POST, 3.2 FT (1.0 M) NORTHWEST OF A STREET
 LG0998'SIGN, 23 FT (7.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE
 LG0998'PEDESTAL, 29 FT (8.8 M) NORTH OF THE CENTERLINE OF MILLING ROAD AND 31
 LG0998'FT (9.4 M) EAST OF THE CENTERLINE OF 202ND ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0541 ***********************************************************************
 MN0541  DESIGNATION -  GREENWOOD
 MN0541  PID         -  MN0541
 MN0541  STATE/COUNTY-  NE/MORRILL
 MN0541  COUNTRY     -  US
 MN0541  USGS QUAD   -  HORSEHEAD RANCH (2017)
 MN0541
 MN0541                         *CURRENT SURVEY CONTROL
 MN0541  ______________________________________________________________________
 MN0541* NAD 83(1995) POSITION- 41 28 34.97793(N) 103 07 34.67132(W)   ADJUSTED
 MN0541* NAVD 88 ORTHO HEIGHT -  1266.    (meters)     4154.    (feet) SCALED
 MN0541  ______________________________________________________________________
 MN0541  GEOID HEIGHT    -        -19.606 (meters)                     GEOID18
 MN0541  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 MN0541  HORZ ORDER      -  SECOND
 MN0541
 MN0541.The horizontal coordinates were established by classical geodetic methods
 MN0541.and adjusted by the National Geodetic Survey in August 1997.
 MN0541
 MN0541.The orthometric height was scaled from a topographic map.
 MN0541
 MN0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0541.GEOID18 height accuracy estimate available here.
 MN0541
 MN0541.Click photographs - Photos may exist for this station.
 MN0541
 MN0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0541
 MN0541. The following values were computed from the NAD 83(1995) position.
 MN0541
 MN0541;                    North         East     Units Scale Factor Converg.
 MN0541;SPC NE       -   187,138.959   239,017.313   MT  0.99965873   -2 04 18.4
 MN0541;SPC NE       -   613,971.73    784,175.97   sFT  0.99965873   -2 04 18.4
 MN0541;UTM  13      - 4,593,336.808   656,444.672   MT  0.99990120   +1 14 28.4
 MN0541
 MN0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0541!SPC NE       -   0.99980460  x   0.99965873  =   0.99946340
 MN0541!UTM  13      -   0.99980460  x   0.99990120  =   0.99970582
 MN0541
 MN0541:                Primary Azimuth Mark                     Grid Az
 MN0541:SPC NE       -  GREENWOOD AZ MK                          255 18 48.1
 MN0541:UTM  13      -  GREENWOOD AZ MK                          252 00 01.3
 MN0541
 MN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5644493336(NAD 83)
 MN0541
 MN0541|---------------------------------------------------------------------|
 MN0541| PID    Reference Object                     Distance      Geod. Az  |
 MN0541|                                                           dddmmss.s |
 MN0541| CP8138 GREENWOOD RM 1                       12.679 METERS 12852     |
 MN0541| CP8139 GREENWOOD RM 2                       10.172 METERS 19837     |
 MN0541| MN0540 PLATTE PLINE MAST WNW DALTON        APPROX. 7.1 KM 2342537.6 |
 MN0541| CP8137 GREENWOOD AZ MK                                    2531429.7 |
 MN0541|---------------------------------------------------------------------|
 MN0541
 MN0541                          SUPERSEDED SURVEY CONTROL
 MN0541
 MN0541  NAD 83(1993)-  41 28 34.97759(N)    103 07 34.67127(W) AD(       ) 2
 MN0541  NAD 83(1986)-  41 28 34.97069(N)    103 07 34.67315(W) AD(       ) 2
 MN0541  NAD 27      -  41 28 35.05160(N)    103 07 32.92420(W) AD(       ) 2
 MN0541
 MN0541.Superseded values are not recommended for survey control.
 MN0541
 MN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0541.See file dsdata.pdf to determine how the superseded data were derived.
 MN0541
 MN0541_MARKER: DS = TRIANGULATION STATION DISK
 MN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0541_STAMPING: GREENWOOD 1963
 MN0541_MARK LOGO: CGS
 MN0541_PROJECTION: PROJECTING 8 CENTIMETERS
 MN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0541+STABILITY: SURFACE MOTION
 MN0541
 MN0541  HISTORY     - Date     Condition        Report By
 MN0541  HISTORY     - 1963     MONUMENTED       CGS
 MN0541
 MN0541                          STATION DESCRIPTION
 MN0541
 MN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0541'THE STATION IS LOCATED ON A BENCH WHICH HAS SCATTERED PINE
 MN0541'TREES AROUND THE EDGE.  IT IS ON THE HIGHEST POINT IN THE
 MN0541'VICINITY AND IS ON LAND OWNED BY MR. RAY SATCHELL, ABOUT 13
 MN0541'MILES SOUTH OF BRIDGEPORT, 9 MILES NORTHWEST OF DALTON AND
 MN0541'7-1/2 MILES WEST OF U.S. HIGHWAY 385.
 MN0541'
 MN0541'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, DRIVE
 MN0541'WEST FOR 0.05 MILE TO JUNCTION OF U.S. HIGHWAY 385.  TURN
 MN0541'RIGHT AND DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.2 MILE TO A
 MN0541'CROSSROAD.  TURN LEFT AND DRIVE WEST ON A GRAVELED ROAD FOR
 MN0541'3.55 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE NORTH
 MN0541'ON A GRAVELED ROAD FOR 6.2 MILES TO A DRIVEWAY TO A RANCH ON
 MN0541'THE LEFT.  CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR
 MN0541'0.2 MILE TO A CATTLE GUARD ACROSS THE ROAD.  CONTINUE NORTH
 MN0541'FOR 0.3 MILE TO A LARGE MAIL BOX ON THE EAST SIDE OF THE ROAD
 MN0541'AND A SIDE ROAD LEFT.  TURN LEFT AND DRIVE WESTERLY FOR 1.35
 MN0541'MILES TO THE RAY SATCHELL RANCH BUILDINGS.  PASS TO THE
 MN0541'NORTH OF THE RANCH HOUSE, THENCE WEST ON A FIELD ROAD FOR
 MN0541'0.65 MILE.  KEEP LEFT AND GO SOUTHWEST ALONG THE NORTHWEST
 MN0541'EDGE OF A FIELD FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH
 MN0541'THE GATE AND DRIVE SOUTHWEST ON A TRACK ROAD FOR 0.25
 MN0541'MILE TO A WIRE GATE AT A T-FENCE INTERSECTION.  PASS
 MN0541'THROUGH THE GATE AND CONTINUE SOUTHWESTERLY ON A TRACK ROAD
 MN0541'FOR 0.25 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND DRIVE
 MN0541'SOUTHWEST FOR 0.3 MILE, ON A TRACK ROAD, TO THE HIGHEST
 MN0541'POINT OF A SMALL BENCH AND THE STATION.
 MN0541'
 MN0541'THE STATION MARK IS A STANDARD DISK, STAMPED GREENWOOD 1963,
 MN0541'SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0541'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0541'SURFACE.  IT IS ABOUT 30 FEET SOUTHEAST OF WHERE THE BENCH
 MN0541'BREAKS SHARPLY TO THE WEST.
 MN0541'
 MN0541'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREENWOOD NO 1
 MN0541'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0541'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0541'SURFACE.
 MN0541'
 MN0541'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREENWOOD NO 2
 MN0541'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0541'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 MN0541'GROUND SURFACE.
 MN0541'
 MN0541'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ON
 MN0541'A TRACK ROAD FOR 0.1 MILE TO A FENCE CORNER AND A WIRE GATE.
 MN0541'PASS THROUGH THE WIRE GATE AND DRIVE WEST ALONG THE NORTH SIDE
 MN0541'OF AN EAST-WEST FENCE FOR 0.25 MILE TO THE AZIMUTH MARK ON
 MN0541'THE SOUTH SIDE OF THE TRACK ROAD.
 MN0541'
 MN0541'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREENWOOD 1963,
 MN0541'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 MN0541'2 BY 3 FEET.  IT IS 48 FEET SOUTH OF THE CENTER OF A TRACK
 MN0541'ROAD, 6.5 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 MN0541'ATTACHED SET IN THE CENTER OF A 3 FOOT CARIN AND ABOUT 15 FEET
 MN0541'HIGHER THAN THE TRACK ROAD NORTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1110 ***********************************************************************
 LH1110  DESIGNATION -  GREENWOOD
 LH1110  PID         -  LH1110
 LH1110  STATE/COUNTY-  NE/HAMILTON
 LH1110  COUNTRY     -  US
 LH1110  USGS QUAD   -  HARVARD NW (2017)
 LH1110
 LH1110                         *CURRENT SURVEY CONTROL
 LH1110  ______________________________________________________________________
 LH1110* NAD 83(1995) POSITION- 40 42 46.58573(N) 098 08 04.73580(W)   ADJUSTED
 LH1110* NAVD 88 ORTHO HEIGHT -   562.32  (+/-2cm)     1844.9   (feet) VERTCON
 LH1110  ______________________________________________________________________
 LH1110  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 LH1110  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LH1110  HORZ ORDER      -  THIRD
 LH1110  VERT ORDER      -  THIRD ? (See Below)
 LH1110
 LH1110.The horizontal coordinates were established by classical geodetic methods
 LH1110.and adjusted by the National Geodetic Survey in August 1997.
 LH1110
 LH1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1110
 LH1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1110.GEOID18 height accuracy estimate available here.
 LH1110
 LH1110.The vertical order pertains to the NGVD 29 superseded value.
 LH1110
 LH1110.Click photographs - Photos may exist for this station.
 LH1110
 LH1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1110
 LH1110. The following values were computed from the NAD 83(1995) position.
 LH1110
 LH1110;                    North         East     Units Scale Factor Converg.
 LH1110;SPC NE       -    99,361.304   657,569.523   MT  0.99975358   +1 14 10.2
 LH1110;SPC NE       -   325,987.88  2,157,376.01   sFT  0.99975358   +1 14 10.2
 LH1110;UTM  14      - 4,507,251.574   573,092.610   MT  0.99966576   +0 33 52.1
 LH1110
 LH1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1110!SPC NE       -   0.99991581  x   0.99975358  =   0.99966941
 LH1110!UTM  14      -   0.99991581  x   0.99966576  =   0.99958159
 LH1110
 LH1110:                Primary Azimuth Mark                     Grid Az
 LH1110:SPC NE       -  GREENWOOD AZ MK                          265 47 20.9
 LH1110:UTM  14      -  GREENWOOD AZ MK                          266 27 39.0
 LH1110
 LH1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7309207251(NAD 83)
 LH1110
 LH1110|---------------------------------------------------------------------|
 LH1110| PID    Reference Object                     Distance      Geod. Az  |
 LH1110|                                                           dddmmss.s |
 LH1110| CN8670 GREENWOOD RM 1                       35.487 METERS 12308     |
 LH1110| CN8671 GREENWOOD RM 2                       40.456 METERS 24128     |
 LH1110| CN8669 GREENWOOD AZ MK                                    2670131.1 |
 LH1110|---------------------------------------------------------------------|
 LH1110
 LH1110                          SUPERSEDED SURVEY CONTROL
 LH1110
 LH1110  NAD 83(1986)-  40 42 46.59341(N)    098 08 04.73744(W) AD(       ) 3
 LH1110  NAD 27      -  40 42 46.55000(N)    098 08 03.53700(W) AD(       ) 3
 LH1110  NGVD 29             562.09   (m)         1844.1    (f) LEVELING    3  
 LH1110
 LH1110.Superseded values are not recommended for survey control.
 LH1110
 LH1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1110.See file dsdata.pdf to determine how the superseded data were derived.
 LH1110
 LH1110_MARKER: DS = TRIANGULATION STATION DISK
 LH1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1110
 LH1110  HISTORY     - Date     Condition        Report By
 LH1110  HISTORY     - 1951     MONUMENTED       CGS
 LH1110
 LH1110                          STATION DESCRIPTION
 LH1110
 LH1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1110'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF HARVARD
 LH1110'AND 5 MILES SOUTH-SOUTHEAST OF GILTNER.  IT IS 33 FEET NORTH FROM
 LH1110'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3 FEET WEST OF A
 LH1110'TELEPHONE POLE AND 3 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 LH1110'GREENWOOD 1951 AND PROJECTS 4 INCHES.
 LH1110'
 LH1110'REFERENCE MARK NO. 1 IS 31.5 FEET SOUTH FROM THE CENTER OF A
 LH1110'GRAVELED ROAD.  IT IS STAMPED GREENWOOD NO 1 1951 AND PROJECTS
 LH1110'6 INCHES.
 LH1110'
 LH1110'REFERENCE MARK NO. 2 IS 31 FEET SOUTH FROM THE CENTER OF A
 LH1110'GRAVELED ROAD AND 8 FEET EAST FROM THE CENTER OF A FIELD
 LH1110'ENTRANCE.  IT IS STAMPED GREENWOOD NO 2 1951 AND PROJECTS 6
 LH1110'INCHES.
 LH1110'
 LH1110'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1110'2 IS 213.7 FEET.
 LH1110'
 LH1110'THE AZIMUTH MARK IS SET IN A FENCE LINE, 1 FOOT WEST FROM THE
 LH1110'WEST END OF A GATE LEADING INTO THE GREENWOOD CEMETERY AND 36 FEET
 LH1110'SOUTH FROM THE CENTER OF AN EAST-WEST GRAVELED ROAD.  IT IS
 LH1110'STAMPED GREENWOOD 1951 AND PROJECTS 6 INCHES.
 LH1110'
 LH1110'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO SOUTH
 LH1110'ON A GRAVELED STREET FOR 0.2 MILE TO A CROSSROAD, TURN LEFT
 LH1110'AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD,
 LH1110'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.0 MILES TO A
 LH1110'CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.5
 LH1110'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LH1110'EAST FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0997 ***********************************************************************
 LG0997  DESIGNATION -  GREENWOOD
 LG0997  PID         -  LG0997
 LG0997  STATE/COUNTY-  NE/CASS
 LG0997  COUNTRY     -  US
 LG0997  USGS QUAD   -  GREENWOOD (2017)
 LG0997
 LG0997                         *CURRENT SURVEY CONTROL
 LG0997  ______________________________________________________________________
 LG0997* NAD 83(1995) POSITION- 40 58 16.03782(N) 096 23 17.13099(W)   ADJUSTED
 LG0997* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 LG0997  ______________________________________________________________________
 LG0997  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 LG0997  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 LG0997  HORZ ORDER      -  SECOND
 LG0997
 LG0997.The horizontal coordinates were established by classical geodetic methods
 LG0997.and adjusted by the National Geodetic Survey in August 1997.
 LG0997
 LG0997.The orthometric height was scaled from a topographic map.
 LG0997
 LG0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0997.GEOID18 height accuracy estimate available here.
 LG0997
 LG0997.Click photographs - Photos may exist for this station.
 LG0997
 LG0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0997
 LG0997. The following values were computed from the NAD 83(1995) position.
 LG0997
 LG0997;                    North         East     Units Scale Factor Converg.
 LG0997;SPC NE       -   132,672.439   803,842.110   MT  0.99970185   +2 23 37.0
 LG0997;SPC NE       -   435,276.16  2,637,271.99   sFT  0.99970185   +2 23 37.0
 LG0997;UTM  14      - 4,538,837.019   719,772.130   MT  1.00019451   +1 42 47.7
 LG0997
 LG0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0997!SPC NE       -   0.99994761  x   0.99970185  =   0.99964947
 LG0997!UTM  14      -   0.99994761  x   1.00019451  =   1.00014211
 LG0997
 LG0997:                Primary Azimuth Mark                     Grid Az
 LG0997:SPC NE       -  ASHLAND RADIO MAST                       023 44 02.5
 LG0997:UTM  14      -  ASHLAND RADIO MAST                       024 24 51.8
 LG0997
 LG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1977238837(NAD 83)
 LG0997
 LG0997|---------------------------------------------------------------------|
 LG0997| PID    Reference Object                     Distance      Geod. Az  |
 LG0997|                                                           dddmmss.s |
 LG0997| MK2011 ASHLAND RADIO MAST                  APPROX. 7.2 KM 0260739.5 |
 LG0997| CL6587 GREENWOOD RM 1                       14.898 METERS 31523     |
 LG0997| CL6588 GREENWOOD RM 2                       19.062 METERS 35821     |
 LG0997|---------------------------------------------------------------------|
 LG0997
 LG0997                          SUPERSEDED SURVEY CONTROL
 LG0997
 LG0997  NAD 83(1986)-  40 58 16.05107(N)    096 23 17.13370(W) AD(       ) 2
 LG0997  NAD 27      -  40 58 16.04875(N)    096 23 16.06733(W) AD(       ) 2
 LG0997
 LG0997.Superseded values are not recommended for survey control.
 LG0997
 LG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0997.See file dsdata.pdf to determine how the superseded data were derived.
 LG0997
 LG0997_MARKER: DD = SURVEY DISK
 LG0997_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0997+WITH SETTING: INFORMATION.
 LG0997_STAMPING: GREENWOOD ET 1967
 LG0997_MARK LOGO: USGS
 LG0997_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0997
 LG0997  HISTORY     - Date     Condition        Report By
 LG0997  HISTORY     - 1967     MONUMENTED       USGS
 LG0997  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 LG0997
 LG0997                          STATION DESCRIPTION
 LG0997
 LG0997'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0997'THE STATION IS LOCATED ABOUT 4.5 MI S. AND 1.5 MI W. OF ASHLAND
 LG0997'AT THE HWY. OVERPASS, T. 12 N., R. 9 E., NEAR COR. SECS. 26, 27, 34
 LG0997'AND 35, 227 FT SW. ALONG CENTER HWY. FROM CENTER OF OVERPASS AND
 LG0997'17 FT E. OF CENTER OF HWY.
 LG0997'
 LG0997'TO REACH THE STATION FROM POST OFFICE AT ASHLAND, GO E. ALONG SILVER
 LG0997'ST. AND CITY RT. 6 FOR 0.65 MI TO JCT. HWY. 6, TURN RIGHT (SW.)
 LG0997'AND GO ALONG U. S. HWY. 6 W. FOR 2.3 MI TO JCT. HWY. 80 AND 63,
 LG0997'TURN LEFT (S.) AND GO 3.0 MI ALONG HWY. 63 E. AND HWY. 80 TO JCT.
 LG0997'HWY.  80 E. AND 80 W. AT OVERPASS AND STATION AT SW. END OF
 LG0997'OVERPASS.
 LG0997'
 LG0997'STATION MARK IS FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED ON
 LG0997'0.5 IN. COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 LG0997'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG0997'
 LG0997'THE STATION MARK IS STAMPED ET GREENWOOD 1967.
 LG0997'
 LG0997'REFERENCE MARK 1 IS NW. OF THE STATION, CEMENTED IN PLACE IN THE
 LG0997'CURB AT THE END OF OVERPASS.
 LG0997'
 LG0997'REFERENCE MARK 2 IS N. OF THE STATION STANDARD TABLET CEMENTED IN
 LG0997'PLACE IN THE CURB AT THE SW. END OF OVERPASS STAMPED GREENWOOD
 LG0997'NO 2 1967.
 LG0997'
 LG0997'AZIMUTH MARK - NONE SET.
 LG0997'
 LG0997'REFERENCE AZIMUTH OBSERVED TO RED LIGHT ATOP RADIO MAST APPROX. 1.0
 LG0997'MI SE. OF ASHLAND.
 LG0997
 LG0997                          STATION RECOVERY (2004)
 LG0997
 LG0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0997'STATION GREENWOOD NOT FOUND. SITE LOCATED. STATION MARK SITE HAS BEEN
 LG0997'COVERED OVER WITH NEW BLACKTOP. REFERENCE MARK 1 (CL6587) FOUND GOOD
 LG0997'AND IS IN THE WEST CURB AT THE SOUTHWEST END OF THE OVERPASS.
 LG0997'REFERENCE MARK 2 (CL6588) FOUND GOOD AND IS IN THE EAST CURB AT THE
 LG0997'SOUTHEAST (NOT SOUTHWEST AS STATED IN THE 1967 DESCRIPTION) END OF THE
 LG0997'OVERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1888 ***********************************************************************
 MK1888  DESIGNATION -  GRESHAM
 MK1888  PID         -  MK1888
 MK1888  STATE/COUNTY-  NE/YORK
 MK1888  COUNTRY     -  US
 MK1888  USGS QUAD   -  GRESHAM (2017)
 MK1888
 MK1888                         *CURRENT SURVEY CONTROL
 MK1888  ______________________________________________________________________
 MK1888* NAD 83(1995) POSITION- 41 01 55.22670(N) 097 24 47.79191(W)   ADJUSTED
 MK1888* NAVD 88 ORTHO HEIGHT -   496.    (meters)     1627.    (feet) SCALED
 MK1888  ______________________________________________________________________
 MK1888  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 MK1888  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 MK1888  HORZ ORDER      -  THIRD
 MK1888
 MK1888.The horizontal coordinates were established by classical geodetic methods
 MK1888.and adjusted by the National Geodetic Survey in August 1997.
 MK1888
 MK1888.The orthometric height was scaled from a topographic map.
 MK1888
 MK1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1888.GEOID18 height accuracy estimate available here.
 MK1888
 MK1888.Click photographs - Photos may exist for this station.
 MK1888
 MK1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1888
 MK1888. The following values were computed from the NAD 83(1995) position.
 MK1888
 MK1888;                    North         East     Units Scale Factor Converg.
 MK1888;SPC NE       -   136,337.241   717,429.910   MT  0.99969257   +1 42 51.2
 MK1888;SPC NE       -   447,299.76  2,353,767.96   sFT  0.99969257   +1 42 51.2
 MK1888;UTM  14      - 4,543,522.843   633,383.770   MT  0.99981897   +1 02 30.5
 MK1888
 MK1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1888!SPC NE       -   0.99992629  x   0.99969257  =   0.99961888
 MK1888!UTM  14      -   0.99992629  x   0.99981897  =   0.99974527
 MK1888
 MK1888:                Primary Azimuth Mark                     Grid Az
 MK1888:SPC NE       -  GRESHAM MUNICIPAL TANK                   117 36 21.1
 MK1888:UTM  14      -  GRESHAM MUNICIPAL TANK                   118 16 41.8
 MK1888
 MK1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3338343522(NAD 83)
 MK1888
 MK1888|---------------------------------------------------------------------|
 MK1888| PID    Reference Object                     Distance      Geod. Az  |
 MK1888|                                                           dddmmss.s |
 MK1888| MK1890 GRESHAM MUNICIPAL TANK              APPROX. 1.0 KM 1191912.3 |
 MK1888| CN8673 GRESHAM RM 1                         24.247 METERS 13008     |
 MK1888| CN8674 GRESHAM RM 2                         31.483 METERS 23913     |
 MK1888| CN8672 GRESHAM AZ MK                                      2684110.2 |
 MK1888| MK1889 GRESHAM 2                             6.153 METERS 29919     |
 MK1888|---------------------------------------------------------------------|
 MK1888
 MK1888                          SUPERSEDED SURVEY CONTROL
 MK1888
 MK1888  NAD 83(1986)-  41 01 55.23577(N)    097 24 47.79340(W) AD(       ) 3
 MK1888  NAD 27      -  41 01 55.18300(N)    097 24 46.60200(W) AD(       ) 3
 MK1888
 MK1888.Superseded values are not recommended for survey control.
 MK1888
 MK1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1888.See file dsdata.pdf to determine how the superseded data were derived.
 MK1888
 MK1888_MARKER: DS = TRIANGULATION STATION DISK
 MK1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1888_STAMPING: GRESHAM 1950
 MK1888_MARK LOGO: CGS
 MK1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1888+STABILITY: SURFACE MOTION
 MK1888
 MK1888  HISTORY     - Date     Condition        Report By
 MK1888  HISTORY     - 1950     MONUMENTED       CGS
 MK1888  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MK1888
 MK1888                          STATION DESCRIPTION
 MK1888
 MK1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1888'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF THE SMALL
 MK1888'TOWN OF GRESHAM.  IT IS 28 FEET NORTH OF THE CENTERLINE
 MK1888'OF A GRAVEL ROAD, 25 FEET EAST OF T-CORNER POST WITH A TRIANGLE
 MK1888'BLAZE, 13 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 MK1888'SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 MK1888'3 INCHES AND THE DISK IS STAMPED GRESHAM 1950.
 MK1888'
 MK1888'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTERLINE OF
 MK1888'A ROAD, 10 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 MK1888'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6
 MK1888'INCHES AND THE DISK IS STAMPED GRESHAM NO 1 1950.
 MK1888'
 MK1888'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTERLINE OF A
 MK1888'ROAD, 6 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF
 MK1888'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 MK1888'AND THE DISK IS STAMPED GRESHAM NO 2 1950.
 MK1888'
 MK1888'AZIMUTH MARK IS 58 FEET EAST OF THE CENTERLINE OF A ROAD,
 MK1888'25 FEET SOUTH OF THE CENTERLINE OF A ROAD, 4 FEET EAST NORTHEAST
 MK1888'OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE WITNESS POST AND
 MK1888'1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 MK1888'ABOUT 6 INCHES AND THE DISK IS STAMPED GRESHAM 1950.
 MK1888'
 MK1888'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 MK1888'OF GRESHAM, GO WEST ON THE MAIN STREET FOR 0.2 MILE TO A
 MK1888'T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A CROSSROADS
 MK1888'AND CHURCH IN SOUTHWEST CORNER.  TURN LEFT (WEST) AND GO 0.4
 MK1888'MILE TO STATION ON NORTH SIDE OF ROAD AS DESCRIBED.
 MK1888'
 MK1888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.6
 MK1888'MILE TO MARK ON SOUTH SIDE OF ROAD JUST BEFORE REACHING A
 MK1888'CROSSROADS.
 MK1888'
 MK1888'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MK1888
 MK1888                          STATION RECOVERY (1956)
 MK1888
 MK1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 MK1888'STATION WAS RECOVERED AS DESCRIBED.  BUT ALL THE MARKS HAD
 MK1888'BEEN SIDESWIPED BY ROAD GRADING MACHINERY.  THE AZIMUTH MARK
 MK1888'WAS TILTED AT A SHARP ANGLE.  IT WAS RESET.  THE UNDERGROUND
 MK1888'STATION MARK WAS STILL INTACT AND IT WAS USED TO ESTABLISHED
 MK1888'A NEW STATION, GRESHAM 2, ON LINE WITH THE PROJECTED AZIMUTH
 MK1888'LINE FROM THE GRESHAM, MUNI., WATER TANK TO TRIANGULATION
 MK1888'STATION GRESHAM 1950.  FOR DETAILS, SEE THE DESCRIPTION
 MK1888'OF GRESHAM 2 1956.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1889 ***********************************************************************
 MK1889  DESIGNATION -  GRESHAM 2
 MK1889  PID         -  MK1889
 MK1889  STATE/COUNTY-  NE/YORK
 MK1889  COUNTRY     -  US
 MK1889  USGS QUAD   -  GRESHAM (2017)
 MK1889
 MK1889                         *CURRENT SURVEY CONTROL
 MK1889  ______________________________________________________________________
 MK1889* NAD 83(1995) POSITION- 41 01 55.32437(N) 097 24 48.02157(W)   NO CHECK
 MK1889* NAVD 88 ORTHO HEIGHT -   496.    (meters)     1627.    (feet) SCALED
 MK1889  ______________________________________________________________________
 MK1889  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 MK1889  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 MK1889  HORZ ORDER      -  THIRD
 MK1889
 MK1889.The horizontal coordinates were established by classical geodetic methods
 MK1889.and adjusted by the National Geodetic Survey in August 1997.
 MK1889
 MK1889.No horizontal observational check was made to the station.
 MK1889
 MK1889.The orthometric height was scaled from a topographic map.
 MK1889
 MK1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1889.GEOID18 height accuracy estimate available here.
 MK1889
 MK1889.Click photographs - Photos may exist for this station.
 MK1889
 MK1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1889
 MK1889. The following values were computed from the NAD 83(1995) position.
 MK1889
 MK1889;                    North         East     Units Scale Factor Converg.
 MK1889;SPC NE       -   136,340.091   717,424.459   MT  0.99969257   +1 42 51.0
 MK1889;SPC NE       -   447,309.12  2,353,750.08   sFT  0.99969257   +1 42 51.0
 MK1889;UTM  14      - 4,543,525.758   633,378.353   MT  0.99981895   +1 02 30.4
 MK1889
 MK1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1889!SPC NE       -   0.99992629  x   0.99969257  =   0.99961888
 MK1889!UTM  14      -   0.99992629  x   0.99981895  =   0.99974525
 MK1889
 MK1889:                Primary Azimuth Mark                     Grid Az
 MK1889:SPC NE       -  GRESHAM 2 AZ MK                          266 42 49.8
 MK1889:UTM  14      -  GRESHAM 2 AZ MK                          267 23 10.4
 MK1889
 MK1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3337843525(NAD 83)
 MK1889
 MK1889|---------------------------------------------------------------------|
 MK1889| PID    Reference Object                     Distance      Geod. Az  |
 MK1889|                                                           dddmmss.s |
 MK1889| MK1888 GRESHAM                               6.153 METERS 11919     |
 MK1889| MK1890 GRESHAM MUNICIPAL TANK              APPROX. 1.0 KM 1191912.2 |
 MK1889| CN8676 GRESHAM 2 RM 3                       33.077 METERS 12809     |
 MK1889| CN8677 GRESHAM 2 RM 4                       30.770 METERS 22711     |
 MK1889| CN8675 GRESHAM 2 AZ MK                                    2682540.8 |
 MK1889|---------------------------------------------------------------------|
 MK1889
 MK1889                          SUPERSEDED SURVEY CONTROL
 MK1889
 MK1889  NAD 83(1986)-  41 01 55.33344(N)    097 24 48.02307(W) AD(       ) 3
 MK1889  NAD 27      -  41 01 55.28100(N)    097 24 46.83200(W) AD(       ) 3
 MK1889
 MK1889.Superseded values are not recommended for survey control.
 MK1889
 MK1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1889.See file dsdata.pdf to determine how the superseded data were derived.
 MK1889
 MK1889_MARKER: DS = TRIANGULATION STATION DISK
 MK1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1889_STAMPING: GRESHAM 2 1956
 MK1889_MARK LOGO: CGS
 MK1889_PROJECTION: PROJECTING 5 CENTIMETERS
 MK1889_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1889+STABILITY: SURFACE MOTION
 MK1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1889+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 MK1889
 MK1889  HISTORY     - Date     Condition        Report By
 MK1889  HISTORY     - 1956     MONUMENTED       CGS
 MK1889  HISTORY     - 20170921 GOOD             NEGS
 MK1889
 MK1889                          STATION DESCRIPTION
 MK1889
 MK1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 MK1889'STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE SMALL
 MK1889'TOWN OF GRESHAM, ABOUT 100 YARDS WEST-SOUTHWEST OF PETE
 MK1889'SCHREIBERS FARMHOUSE, 34 FEET NORTH OF THE CENTER OF GRAVEL
 MK1889'ROAD, 2 FEET WEST OF WHITE WITNESS POST, AND 1 FOOT SOUTH OF
 MK1889'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MK1889'GRESHAM 2 1956.
 MK1889'
 MK1889'REFERENCE MARK ON. 3 IS 34 FEET SOUTH OF THE CENTER OF GRAVEL
 MK1889'ROAD, 3 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF
 MK1889'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MK1889'GRESHAM 2 NO 3 1956.
 MK1889'
 MK1889'REFERENCE MARK NO. 4 IS 34 FEET SOUTH OF THE CENTER OF GRAVEL
 MK1889'ROAD, 3 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF FENCE.
 MK1889'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRESHAM
 MK1889'2 NO 4 1956.
 MK1889'
 MK1889'AZIMUTH MARK IS 66 FEET EAST OF THE CENTER OF GRAVEL ROAD, 34 FEET
 MK1889'EAST OF A FENCE CORNER, AND 32 FEET SOUTH OF THE CENTER OF
 MK1889'GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MK1889'STAMPED GRESHAM 2 1956.
 MK1889'
 MK1889'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 MK1889'OF GRESHAM, GO WEST ON THE MAIN STREET FOR 0.2 MILE TO A
 MK1889'T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A CROSSROADS
 MK1889'AND A CHURCH IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 MK1889'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.4 MILE TO THE
 MK1889'STATION ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 MK1889'
 MK1889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 MK1889'ROAD FOR 0.6 MILE TO A CROSSROADS AND THE STATION MARK IN
 MK1889'THE SOUTHEAST ANGLE OF THE CROSSROADS AS DESRIBED.
 MK1889'
 MK1889'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MK1889
 MK1889                          STATION RECOVERY (2017)
 MK1889
 MK1889'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 MK1889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND NEBRASKA HIGHWAY 69
 MK1889'(APPROXIMATELY 3 MI (4.8 KM) WEST OF UTICA, NE.), GO NORTH ON NE.
 MK1889'HIGHWAY 69 APPROXIMATELY 9 MI (14.5 KM) TO THE INTERSECTION OF COUNTY
 MK1889'ROAD 24.  TURN LEFT (WEST) ONTO COUNTY ROAD 24 AND GO APPROXIMATELY
 MK1889'0.38 MI (0.61 KM) TO THE STATION ON THE RIGHT (NORTH) SIDE OF THE
 MK1889'ROAD.
 MK1889'
 MK1889'THE MARK IS 35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 MK1889'24, 100.95 FT (30.8 M) NORTHEAST OF REFERENCE MARK NO. 4, 73.57 FT
 MK1889'(22.4 M) EAST-SOUTHEAST OF A NAIL IN A WEST BRACE POST, 110.8 FT (33.8
 MK1889'M) EAST OF THE CENTERLINE OF MACHINE SHED DRIVE ON THE NORTH SIDE OF
 MK1889'THE COUNTY ROAD, 108.50 FT (33.1 M) NORTHWEST OF REFERENCE MARK NO. 3
 MK1889'AND 2.7 FT (0.8 M) NORTH OF FIBERGLASS WITNESS POST.  A RAILROAD SPIKE
 MK1889'HAS BEEN PLACED ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1890 ***********************************************************************
 MK1890  DESIGNATION -  GRESHAM MUNICIPAL TANK
 MK1890  PID         -  MK1890
 MK1890  STATE/COUNTY-  NE/YORK
 MK1890  COUNTRY     -  US
 MK1890  USGS QUAD   -  GRESHAM (2017)
 MK1890
 MK1890                         *CURRENT SURVEY CONTROL
 MK1890  ______________________________________________________________________
 MK1890* NAD 83(1995) POSITION- 41 01 39.58756(N) 097 24 11.02530(W)   ADJUSTED
 MK1890  ______________________________________________________________________
 MK1890  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 MK1890  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 MK1890  HORZ ORDER      -  THIRD
 MK1890
 MK1890.The horizontal coordinates were established by classical geodetic methods
 MK1890.and adjusted by the National Geodetic Survey in August 1997.
 MK1890
 MK1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1890.GEOID18 height accuracy estimate available here.
 MK1890
 MK1890.Click photographs - Photos may exist for this station.
 MK1890
 MK1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1890
 MK1890. The following values were computed from the NAD 83(1995) position.
 MK1890
 MK1890;                    North         East     Units Scale Factor Converg.
 MK1890;SPC NE       -   135,880.898   718,302.597   MT  0.99969320   +1 43 15.5
 MK1890;SPC NE       -   445,802.58  2,356,631.10   sFT  0.99969320   +1 43 15.5
 MK1890;UTM  14      - 4,543,056.229   634,251.152   MT  0.99982183   +1 02 54.3
 MK1890
 MK1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3425143056(NAD 83)
 MK1890
 MK1890                          SUPERSEDED SURVEY CONTROL
 MK1890
 MK1890  NAD 83(1986)-  41 01 39.59636(N)    097 24 11.02636(W) AD(       ) 3
 MK1890  NAD 27      -  41 01 39.54300(N)    097 24 09.83500(W) AD(       ) 3
 MK1890
 MK1890.Superseded values are not recommended for survey control.
 MK1890
 MK1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1890.See file dsdata.pdf to determine how the superseded data were derived.
 MK1890
 MK1890_MARKER: 51 = TANK
 MK1890
 MK1890  HISTORY     - Date     Condition        Report By
 MK1890  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1890
 MK1890                          STATION DESCRIPTION
 MK1890
 MK1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1890'POINT SIGHTED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK, BLACK
 MK1890'BODY, SILVER TOP, IN WEST CENTRAL PORTION OF TOWN OF GRESHAM.
 MK1890'
 MK1890'OBSERVED UPON FROM STATIONS SCHERER, HROMAS, STODDARD, AND RUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0630 ***********************************************************************
 NP0630  DESIGNATION -  GREY
 NP0630  PID         -  NP0630
 NP0630  STATE/COUNTY-  NE/SHERIDAN
 NP0630  COUNTRY     -  US
 NP0630  USGS QUAD   -  SMITH LAKE (2017)
 NP0630
 NP0630                         *CURRENT SURVEY CONTROL
 NP0630  ______________________________________________________________________
 NP0630* NAD 83(1995) POSITION- 42 28 34.40652(N) 102 29 50.75639(W)   ADJUSTED
 NP0630* NAVD 88 ORTHO HEIGHT -  1202.22  (+/-2cm)     3944.3   (feet) VERTCON
 NP0630  ______________________________________________________________________
 NP0630  GEOID HEIGHT    -        -18.182 (meters)                     GEOID18
 NP0630  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 NP0630  HORZ ORDER      -  SECOND
 NP0630  VERT ORDER      -  THIRD ? (See Below)
 NP0630
 NP0630.The horizontal coordinates were established by classical geodetic methods
 NP0630.and adjusted by the National Geodetic Survey in August 1997.
 NP0630
 NP0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0630
 NP0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0630.GEOID18 height accuracy estimate available here.
 NP0630
 NP0630.The vertical order pertains to the NGVD 29 superseded value.
 NP0630
 NP0630.Click photographs - Photos may exist for this station.
 NP0630
 NP0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0630
 NP0630. The following values were computed from the NAD 83(1995) position.
 NP0630
 NP0630;                    North         East     Units Scale Factor Converg.
 NP0630;SPC NE       -   296,407.647   294,704.954   MT  0.99980216   -1 39 18.1
 NP0630;SPC NE       -   972,464.09    966,877.84   sFT  0.99980216   -1 39 18.1
 NP0630;UTM  13      - 4,705,687.769   705,710.059   MT  1.00012067   +1 41 25.9
 NP0630
 NP0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0630!SPC NE       -   0.99981434  x   0.99980216  =   0.99961653
 NP0630!UTM  13      -   0.99981434  x   1.00012067  =   0.99993499
 NP0630
 NP0630:                Primary Azimuth Mark                     Grid Az
 NP0630:SPC NE       -  GREY AZ MK                               337 22 08.0
 NP0630:UTM  13      -  GREY AZ MK                               334 01 24.0
 NP0630
 NP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0571005687(NAD 83)
 NP0630
 NP0630|---------------------------------------------------------------------|
 NP0630| PID    Reference Object                     Distance      Geod. Az  |
 NP0630|                                                           dddmmss.s |
 NP0630| CQ3851 GREY RM 1                            13.925 METERS 09305     |
 NP0630| CQ3852 GREY RM 2                            14.405 METERS 17632     |
 NP0630| CQ3850 GREY AZ MK                                         3354249.9 |
 NP0630|---------------------------------------------------------------------|
 NP0630
 NP0630                          SUPERSEDED SURVEY CONTROL
 NP0630
 NP0630  NAD 83(1993)-  42 28 34.40514(N)    102 29 50.75627(W) AD(       ) 2
 NP0630  NAD 83(1986)-  42 28 34.39944(N)    102 29 50.75155(W) AD(       ) 2
 NP0630  NAD 27      -  42 28 34.52200(N)    102 29 49.01900(W) AD(       ) 2
 NP0630  NGVD 29            1201.69   (m)         3942.5    (f) LEVELING    3  
 NP0630
 NP0630.Superseded values are not recommended for survey control.
 NP0630
 NP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0630.See file dsdata.pdf to determine how the superseded data were derived.
 NP0630
 NP0630_MARKER: DB = BENCH MARK DISK
 NP0630_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0630_STAMPING: GREY 1946
 NP0630_MARK LOGO: USGS
 NP0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0630
 NP0630  HISTORY     - Date     Condition        Report By
 NP0630  HISTORY     - 1946     MONUMENTED       USGS
 NP0630  HISTORY     - 1968     GOOD             CGS
 NP0630
 NP0630                          STATION DESCRIPTION
 NP0630
 NP0630'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0630'LOCATED 33 MILES, AIR LINE, NORTHWEST OF ALLIANCE, 18.5 MILES,
 NP0630'AIRLINE, SOUTH-SOUTHEAST OF RAY SPRINGS AND 5.5 MILES, AIRLINE,
 NP0630'SOUTH OF THE MOUTH OF PINE CREEK, ON THE HIGHEST POINT OF AN
 NP0630'EAST-WEST RIDGE.  IT IS 0.15 MILE SOUTH OF A FENCE CORNER.
 NP0630'IT IS A USGS BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE,
 NP0630'CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED GREY 1946.
 NP0630'
 NP0630'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT 1
 NP0630'FOOT LOWER THAN THE STATION.  IT IS STAMPED GREY USGS NO 1
 NP0630'1946 AND PROJECTS 4 INCHES.
 NP0630'
 NP0630'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT
 NP0630'1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED GREY USGS NO 2
 NP0630'1946 AND PROJECTS 4 INCHES.
 NP0630'
 NP0630'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND
 NP0630'93 FEET NORTH OF A FENCE CORNER.  IT IS STAMPED GREY USGS
 NP0630'1946 AND PROJECTS 4 INCHES.
 NP0630'
 NP0630'REACHED FROM THE JUNCTIONS OF STATE HIGHWAYS 2 AND 19 AT THE
 NP0630'EAST EDGE OF ALLIANCE, GO NORTH ON STATE HIGHWAY 19 FOR 15.4
 NP0630'MILES TO ITS JUNCTION WITH STATE HIGHWAY 87.  TURN RIGHT, EAST,
 NP0630'ON STATE HIGHWAY 87 AND GO 18.7 MILES TO A BRIDGE ACROSS THE
 NP0630'NIOBRARA RIVER, CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A
 NP0630'CROSSROAD.  TURN RIGHT, EAST, AND GO 6.0 MILES TO A T ROAD LEFT,
 NP0630'TURN LEFT, NORTH, AND GO 1.0 MILE TO A T ROAD RIGHT.  TURN
 NP0630'RIGHT, EAST, AND GO 2.3 MILES, CROSSING RIVER, TO A FORK
 NP0630'JUST BEFORE CROSSING A CATTLE GUARD.  TAKE LEFT FORK,
 NP0630'CROSSING CATTLE GUARD, AND CONTINUE ON MAIN TRAVELED
 NP0630'ROAD FOR 2.3 MILES TO A JUNCTION WITH A NORTH-SOUTH
 NP0630'ROAD AT A CEMETERY.  TURN RIGHT, SOUTH, AND GO 2.2 MILES
 NP0630'TO A FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE RIGHT
 NP0630'FORK, UPHILL, AND GO 0.1 MILE TO THE TOP OF THE HILL AND
 NP0630'THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO 0.2 MILES
 NP0630'TO THE TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 NP0630
 NP0630                          STATION RECOVERY (1968)
 NP0630
 NP0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GD)
 NP0630'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN
 NP0630'GOOD CONDITION AS DESCRIBED.
 NP0630'
 NP0630'THE OLD DESCRIPTION IS ADEQUATE.
 NP0630'
 NP0630'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1379 ***********************************************************************
 LH1379  SACS        -  This is a Secondary Airport Control Station.
 LH1379  DESIGNATION -  GRI AP STA A 2
 LH1379  PID         -  LH1379
 LH1379  STATE/COUNTY-  NE/HALL
 LH1379  COUNTRY     -  US
 LH1379  USGS QUAD   -  GRAND ISLAND (2017)
 LH1379
 LH1379                         *CURRENT SURVEY CONTROL
 LH1379  ______________________________________________________________________
 LH1379* NAD 83(2011) POSITION- 40 57 28.65025(N) 098 18 51.90334(W)   ADJUSTED
 LH1379* NAD 83(2011) ELLIP HT-   537.116 (meters)        (06/27/12)   ADJUSTED
 LH1379* NAD 83(2011) EPOCH   -  2010.00
 LH1379* NAVD 88 ORTHO HEIGHT -   562.17  (meters)     1844.4   (feet) GPS OBS
 LH1379  ______________________________________________________________________
 LH1379  NAVD 88 orthometric height was determined with an earlier geoid model
 LH1379  GEOID HEIGHT    -        -25.091 (meters)                     GEOID18
 LH1379  NAD 83(2011) X  -   -697,583.907 (meters)                     COMP
 LH1379  NAD 83(2011) Y  - -4,773,354.809 (meters)                     COMP
 LH1379  NAD 83(2011) Z  -  4,159,250.521 (meters)                     COMP
 LH1379  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 LH1379
 LH1379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1379  Standards:
 LH1379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1379  -------------------------------------------------------------------
 LH1379  NETWORK    0.52   1.22           0.24   0.18   0.62     -0.06953530
 LH1379  -------------------------------------------------------------------
 LH1379  Click here for local accuracies and other accuracy information.
 LH1379
 LH1379.This mark is at Central Nebraska Regional Airport (GRI)
 LH1379
 LH1379.The horizontal coordinates were established by GPS observations
 LH1379.and adjusted by the National Geodetic Survey in June 2012.
 LH1379
 LH1379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1379.been affixed to the stable North American tectonic plate. See 
 LH1379.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1379
 LH1379.The horizontal coordinates are valid at the epoch date displayed above
 LH1379.which is a decimal equivalence of Year/Month/Day.
 LH1379
 LH1379.The orthometric height was determined by GPS observations and a
 LH1379.high-resolution geoid model.
 LH1379
 LH1379.GPS derived orthometric heights for airport stations designated as
 LH1379.PACS or SACS are published to 2 decimal places.  This maintains
 LH1379.centimeter relative accuracy between the PACS and SACS.  It does
 LH1379.not indicate centimeter accuracy relative to other marks which are
 LH1379.part of the published vertical control network.
 LH1379
 LH1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1379.GEOID18 height accuracy estimate available here.
 LH1379
 LH1379.Click photographs - Photos may exist for this station.
 LH1379
 LH1379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1379
 LH1379.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1379
 LH1379.The ellipsoidal height was determined by GPS observations
 LH1379.and is referenced to NAD 83.
 LH1379
 LH1379. The following values were computed from the NAD 83(2011) position.
 LH1379
 LH1379;                    North         East     Units Scale Factor Converg.
 LH1379;SPC NE       -   126,246.292   641,855.871   MT  0.99970401   +1 07 01.3
 LH1379;SPC NE       -   414,193.04  2,105,822.14   sFT  0.99970401   +1 07 01.3
 LH1379;UTM  14      - 4,534,316.337   557,695.348   MT  0.99964097   +0 26 57.9
 LH1379
 LH1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1379!SPC NE       -   0.99991575  x   0.99970401  =   0.99961979
 LH1379!UTM  14      -   0.99991575  x   0.99964097  =   0.99955675
 LH1379
 LH1379:                Primary Azimuth Mark                     Grid Az
 LH1379:SPC NE       -  GRI ARP 2                                023 35 08.7
 LH1379:UTM  14      -  GRI ARP 2                                024 15 12.1
 LH1379
 LH1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5769534316(NAD 83)
 LH1379
 LH1379|---------------------------------------------------------------------|
 LH1379| PID    Reference Object                     Distance      Geod. Az  |
 LH1379|                                                           dddmmss.s |
 LH1379| LH1382 GRI ARP 2                           APPROX. 1.2 KM 0244210.0 |
 LH1379|---------------------------------------------------------------------|
 LH1379
 LH1379                          SUPERSEDED SURVEY CONTROL
 LH1379
 LH1379  NAD 83(2007)-  40 57 28.65018(N)    098 18 51.90402(W) AD(2002.00) 0
 LH1379  ELLIP H (02/10/07)  537.140  (m)                       GP(2002.00)    
 LH1379  ELLIP H (12/18/01)  537.117  (m)                       GP(       ) 4 1
 LH1379  NAD 83(1995)-  40 57 28.64996(N)    098 18 51.90404(W) AD(       ) 1
 LH1379  ELLIP H (08/18/97)  537.177  (m)                       GP(       ) 4 1
 LH1379  NAD 83(1986)-  40 57 28.65481(N)    098 18 51.90857(W) AD(       ) 1
 LH1379  NGVD 29 (02/23/90)  562.03   (m)  RAPSU86  model used  GPS OBS        
 LH1379
 LH1379.Superseded values are not recommended for survey control.
 LH1379
 LH1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1379.See file dsdata.pdf to determine how the superseded data were derived.
 LH1379
 LH1379_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1379_STAMPING: AP 1965 STA A2
 LH1379_MARK LOGO: CGS
 LH1379_PROJECTION: FLUSH
 LH1379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1379+STABILITY: SURFACE MOTION
 LH1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1379+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 LH1379
 LH1379  HISTORY     - Date     Condition        Report By
 LH1379  HISTORY     - 1965     MONUMENTED       CGS
 LH1379  HISTORY     - 19810615 GOOD             NGS
 LH1379  HISTORY     - 19890418 GOOD             NGS
 LH1379  HISTORY     - 19950724 GOOD             NGS
 LH1379  HISTORY     - 19970609 GOOD             NGS
 LH1379
 LH1379                          STATION DESCRIPTION
 LH1379
 LH1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RAH)
 LH1379'LOCATED AT THE HALL COUNTY REGIONAL AIRPORT NEAR THE APPROACH END OF
 LH1379'RUNWAY END 35, 53.8 FT (16.4 M) EAST OF THE EASTERLY MOST THRESHOLD
 LH1379'LIGHT, 20.1 FT (6.1 M) NORTHEAST OF THE CENTER OF A MANHOLE, AND 30.0
 LH1379'FT (9.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BUNKER A
 LH1379'STANDARD TOPO DISK STAMPED A P 1965 STA A2 AND SET IN THE TOP OF A
 LH1379'SQUARE CONCRETE POST THAT IS 0.3 FT (9.1 CM) BELOW THE SURFACE.
 LH1379
 LH1379                          STATION RECOVERY (1989)
 LH1379
 LH1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1379'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF GRAND
 LH1379'ISLAND, AT THE CENTRAL NEBRASKA REGIONAL AIRPORT IN AN AREA USUALLY IN
 LH1379'CULTIVATION.  OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, GRAND ISLAND,
 LH1379'NE 68801.  AIRPORT MANAGER IS JOHN RINEHART, TELEPHONE IS
 LH1379'308-381-5170.  AIPORT AUTHORITY ESCORTS ARE REQUIRED FOR PERSONNEL
 LH1379'OCCUPYING THE STATION.
 LH1379'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH1379'U.S. HIGHWAY 281 (EXIT 312), ON THE SOUTHWEST SIDE OF GRAND ISLAND, GO
 LH1379'NORTH ON HIGHWAY 281 FOR 10.8 KM (6.70 MI) TO THE OVERPASS AT THE
 LH1379'JUNCTION OF U.S. HIGHWAY 30.  CONTINUE NORTH FOR 7.25 KM (4.50 MI) TO
 LH1379'THE JUNCTION WITH AIRPORT ROAD.  GO EAST ON AIRPORT ROAD FOR 3.4 KM
 LH1379'(2.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 1.2 KM (0.75 MI) TO
 LH1379'A ROAD LEFT LEADING TO A CONTROL TOWER.  ESCORTS WILL BE REQUIRED TO
 LH1379'REACH THE STATION FROM THIS POINT.
 LH1379'THE STATION MARK IS SET AT THE SOUTH END OF RUNWAY 17-35, 18.7 M
 LH1379'(61.4 FT) EAST OF THE SOUTHEAST CORNER OF THE THRESHOLD BAR, 6.1 M
 LH1379'(20.0 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN THE CONCRETE
 LH1379'LIGHT STRIP, 9.2 M (30.2 FT) NORTH OF THE NORTHWEST CORNER OF A 3X5
 LH1379'METER CONCRETE BASE WITH A METAL COVER (TO BE REMOVED IN THE FUTURE)
 LH1379'AND IS RECESSED 10 CM BELOW THE SURFACE.
 LH1379'DESCRIBED BY G.R.HEID.
 LH1379
 LH1379                          STATION RECOVERY (1995)
 LH1379
 LH1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1379'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 LH1379'CHAPMAN, 4.0 MI (6.4 KM) NORTHEAST OF GRAND ISLAND, AT THE CENTRAL
 LH1379'NEBRASKA REGIONAL AIRPORT NEAR THE APPROACH END OF RUNWAY 35.
 LH1379'OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, 3743 SKY PARK ROAD, GRAND
 LH1379'ISLAND NE 68801.  AIRPORT MANAGER IS RUSS JOHNSON, PHONE (308)
 LH1379'385-5170.  ESCORT MAY BE REQUIRED.  TO REACH THE STATION FROM THE
 LH1379'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 2 WEST ON THE NORTH SIDE
 LH1379'OF GRAND ISLAND, GO NORTH THEN NORTHEAST ON US HIGHWAY 281 FOR 1.4 MI
 LH1379'(2.3 KM) TO THE JUNCTION OF AIRPORT ROAD AHEAD AND US HIGHWAY 281
 LH1379'LEFT, CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.0 MI (3.2 KM)
 LH1379'TO A T-JUNCTION, TURN LEFT AND GO NORTH ON SKY PARK ROAD FOR 0.75 MI
 LH1379'(1.21 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED
 LH1379'ROAD FOR 0.1 MI (0.2 KM) TO A GATE LEFT (JUST WEST OF THE CONTROL
 LH1379'TOWER), TURN LEFT PASS THROUGH GATE, THEN TURN RIGHT AND GO EAST ON
 LH1379'THE APRON FOR ABOUT 200 FT (61.0 M), BEAR RIGHT AND GO SOUTH-SOUTHEAST
 LH1379'ACROSS THE APRON FOR 0.2 MI (0.3 KM) TO THE SOUTHEAST CORNER OF THE
 LH1379'APRON AND A PARALLEL TAXIWAY (A) TO THE SOUTH, BEAR RIGHT AND GO SOUTH
 LH1379'ON THE PARALLEL TAXIWAY FOR 0.7 MI (1.1 KM) TO A CONNECTOR TAXIWAY ON
 LH1379'THE LEFT, TURN LEFT AND GO EAST ON THE CONNECTOR TAXIWAY (G) FOR 0.1
 LH1379'MI (0.2 KM) CROSSING THE RUNWAY TO THE STATION. THE STATION IS 135.5
 LH1379'FT (41.3 M) EAST OF THE RUNWAY CENTER, 53.8 FT (16.4 M) EAST OF THE
 LH1379'MOST EASTERLY THRESHOLD LIGHT, 29.5 FT (9.0 M) NORTH OF THE NORTHWEST
 LH1379'CORNER OF A 20 FT (6.1 M) X 13 FT (4.0 M) CONCRETE FOUNDATION, 20.0 FT
 LH1379'(6.1 M) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN THE CONCRETE
 LH1379'LIGHT STRIP.  THIS STATION TO BE USED AS SACS.
 LH1379
 LH1379                          STATION RECOVERY (1997)
 LH1379
 LH1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1379'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4145 ***********************************************************************
 AB4145  SACS        -  This is a Secondary Airport Control Station.
 AB4145  DESIGNATION -  GRI AP STA B 2
 AB4145  PID         -  AB4145
 AB4145  STATE/COUNTY-  NE/HALL
 AB4145  COUNTRY     -  US
 AB4145  USGS QUAD   -  GRAND ISLAND (2017)
 AB4145
 AB4145                         *CURRENT SURVEY CONTROL
 AB4145  ______________________________________________________________________
 AB4145* NAD 83(2011) POSITION- 40 58 37.82000(N) 098 18 51.42550(W)   ADJUSTED
 AB4145* NAD 83(2011) ELLIP HT-   536.230 (meters)        (06/27/12)   ADJUSTED
 AB4145* NAD 83(2011) EPOCH   -  2010.00
 AB4145* NAVD 88 ORTHO HEIGHT -   561.27  (meters)     1841.4   (feet) GPS OBS
 AB4145  ______________________________________________________________________
 AB4145  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4145  GEOID HEIGHT    -        -25.045 (meters)                     GEOID96
 AB4145  GEOID HEIGHT    -        -25.082 (meters)                     GEOID18
 AB4145  NAD 83(2011) X  -   -697,370.441 (meters)                     COMP
 AB4145  NAD 83(2011) Y  - -4,771,971.391 (meters)                     COMP
 AB4145  NAD 83(2011) Z  -  4,160,861.236 (meters)                     COMP
 AB4145  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 AB4145
 AB4145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4145  Standards:
 AB4145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4145  -------------------------------------------------------------------
 AB4145  NETWORK    0.56   1.29           0.25   0.20   0.66     -0.07828792
 AB4145  -------------------------------------------------------------------
 AB4145  Click here for local accuracies and other accuracy information.
 AB4145
 AB4145.This mark is at Central Nebraska Regional Airport (GRI)
 AB4145
 AB4145.The horizontal coordinates were established by GPS observations
 AB4145.and adjusted by the National Geodetic Survey in June 2012.
 AB4145
 AB4145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4145.been affixed to the stable North American tectonic plate. See 
 AB4145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4145
 AB4145.The horizontal coordinates are valid at the epoch date displayed above
 AB4145.which is a decimal equivalence of Year/Month/Day.
 AB4145
 AB4145.The orthometric height was determined by GPS observations and a
 AB4145.high-resolution geoid model.
 AB4145
 AB4145.GPS derived orthometric heights for airport stations designated as
 AB4145.PACS or SACS are published to 2 decimal places.  This maintains
 AB4145.centimeter relative accuracy between the PACS and SACS.  It does
 AB4145.not indicate centimeter accuracy relative to other marks which are
 AB4145.part of the published vertical control network.
 AB4145
 AB4145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4145.GEOID18 height accuracy estimate available here.
 AB4145
 AB4145.Click photographs - Photos may exist for this station.
 AB4145
 AB4145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4145
 AB4145.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4145
 AB4145.The ellipsoidal height was determined by GPS observations
 AB4145.and is referenced to NAD 83.
 AB4145
 AB4145. The following values were computed from the NAD 83(2011) position.
 AB4145
 AB4145;                    North         East     Units Scale Factor Converg.
 AB4145;SPC NE       -   128,379.227   641,825.453   MT  0.99970088   +1 07 01.6
 AB4145;SPC NE       -   421,190.85  2,105,722.34   sFT  0.99970088   +1 07 01.6
 AB4145;UTM  14      - 4,536,449.351   557,689.781   MT  0.99964096   +0 26 58.8
 AB4145
 AB4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4145!SPC NE       -   0.99991589  x   0.99970088  =   0.99961680
 AB4145!UTM  14      -   0.99991589  x   0.99964096  =   0.99955688
 AB4145
 AB4145:                Primary Azimuth Mark                     Grid Az
 AB4145:SPC NE       -  GRI ARP 2                                154 51 36.4
 AB4145:UTM  14      -  GRI ARP 2                                155 31 39.2
 AB4145
 AB4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5768936449(NAD 83)
 AB4145
 AB4145|---------------------------------------------------------------------|
 AB4145| PID    Reference Object                     Distance      Geod. Az  |
 AB4145|                                                           dddmmss.s |
 AB4145| LH1382 GRI ARP 2                           APPROX. 1.2 KM 1555838.0 |
 AB4145|---------------------------------------------------------------------|
 AB4145
 AB4145                          SUPERSEDED SURVEY CONTROL
 AB4145
 AB4145  NAD 83(2007)-  40 58 37.81993(N)    098 18 51.42619(W) AD(2002.00) 0
 AB4145  ELLIP H (02/10/07)  536.254  (m)                       GP(2002.00)    
 AB4145  ELLIP H (12/18/01)  536.229  (m)                       GP(       ) 4 2
 AB4145  NAD 83(1995)-  40 58 37.81967(N)    098 18 51.42562(W) AD(       ) 1
 AB4145  ELLIP H (09/17/98)  536.292  (m)                       GP(       ) 4 2
 AB4145
 AB4145.Superseded values are not recommended for survey control.
 AB4145
 AB4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4145.See file dsdata.pdf to determine how the superseded data were derived.
 AB4145
 AB4145_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4145_STAMPING: AP 1965 STA B2
 AB4145_MARK LOGO: CGS
 AB4145_PROJECTION: FLUSH
 AB4145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4145+STABILITY: SURFACE MOTION
 AB4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4145+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 AB4145
 AB4145  HISTORY     - Date     Condition        Report By
 AB4145  HISTORY     - 1965     MONUMENTED       CGS
 AB4145  HISTORY     - 19810615 GOOD             NGS
 AB4145  HISTORY     - 19950724 GOOD             NGS
 AB4145  HISTORY     - 19970609 GOOD             NGS
 AB4145
 AB4145                          STATION DESCRIPTION
 AB4145
 AB4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB4145'LOCATED AT THE HALL COUNTY REGIONAL AIRPORT, NEAR THE APPROACH END OF
 AB4145'RUNWAY END 17, 60.0 FT (18.3 M) EAST OF THE SOUTH EAST CORNER OF THE
 AB4145'THRESHOLD BAR, 54.2 FT (16.5 M) EAST OF THE EASTERLY MOST THRESHOLD
 AB4145'LIGHT, 25.4 FT (7.7 M) SOUTHEAST OF A REIL, AND 28.6 FT (8.7 M) SOUTH
 AB4145'OF THE SOUTHWEST CORNER OF A CONCRETE BUNKER.  A STANDARD TOPO DISK
 AB4145'STAMPED AP 1965 STA B2 AND SET IN THE TOP OF A SQUARE CONCRETE POST
 AB4145'THAT IS FLUSH WITH THE GROUND.
 AB4145
 AB4145                          STATION RECOVERY (1995)
 AB4145
 AB4145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4145'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 AB4145'CHAPMAN, 4.0 MI (6.4 KM) NORTHEAST OF GRAND ISLAND, AT THE CENTRAL
 AB4145'NEBRASKA REGIONAL AIRPORT NEAR THE APPROACH END OF RUNWAY 17.
 AB4145'OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, 3743 SKY PARK ROAD, GRAND
 AB4145'ISLAND NE 68801.  AIRPORT MANAGER IS RUSS JOHNSON, PHONE (308)
 AB4145'385-5170.  ESCORT MAY BE REQUIRED.  TO REACH THE STATION FROM THE
 AB4145'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 2 WEST ON THE NORTH SIDE
 AB4145'OF GRAND ISLAND, GO NORTH THEN NORTHEAST ON US HIGHWAY 281 FOR 1.4 MI
 AB4145'(2.3 KM) TO THE JUNCTION WITH AIRPORT ROAD AHEAD AND US 281 HIGHWAY
 AB4145'LEFT, CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.0 MI (3.2 KM)
 AB4145'TO A T-JUNCTION, TURN LEFT AND GO NORTH ON SKY PARK ROAD FOR 0.75 MI
 AB4145'(1.21 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED
 AB4145'ROAD FOR 0.1 MI (0.2 KM) TO A GATE LEFT (JUST WEST OF THE CONTROL
 AB4145'TOWER), TURN LEFT PASS THROUGH GATE AND GO NORTH-NORTHEAST ACROSS THE
 AB4145'APRON FOR 0.45 MI (0.72 KM) TO THE NORTHEAST CORNER OF THE APRON, A
 AB4145'TAXIWAY LEADING TO THE NORTH AND A CONNECTOR TAXIWAY RIGHT, TURN RIGHT
 AB4145'AND GO EAST ON THE CONNECTOR TAXIWAY (B) FOR 0.1 MI (0.2 KM) CROSSING
 AB4145'RUNWAY 17/35 TO THE STATION.  THE STATION IS 134.8 FT (41.1 M) EAST OF
 AB4145'THE RUNWAY CENTER, 54.0 FT (16.5 M) EAST-SOUTHEAST OF THE MOST
 AB4145'EASTERLY OF FOUR THRESHOLD LIGHTS AND 28.6 FT (8.7 M) SOUTH OF THE
 AB4145'SOUTHWEST CORNER OF A 12 FT (3.7 M) X 20 FT (6.1 M) CONCRETE
 AB4145'FOUNDATION.  THIS STATION TO BE USED AS SACS.
 AB4145
 AB4145                          STATION RECOVERY (1997)
 AB4145
 AB4145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4145'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1382 ***********************************************************************
 LH1382  CBN         -  This is a Cooperative Base Network Control Station.
 LH1382  PACS        -  This is a Primary Airport Control Station.
 LH1382  DESIGNATION -  GRI ARP 2
 LH1382  PID         -  LH1382
 LH1382  STATE/COUNTY-  NE/HALL
 LH1382  COUNTRY     -  US
 LH1382  USGS QUAD   -  GRAND ISLAND (2017)
 LH1382
 LH1382                         *CURRENT SURVEY CONTROL
 LH1382  ______________________________________________________________________
 LH1382* NAD 83(2011) POSITION- 40 58 03.08840(N) 098 18 31.00308(W)   ADJUSTED
 LH1382* NAD 83(2011) ELLIP HT-   535.627 (meters)        (06/27/12)   ADJUSTED
 LH1382* NAD 83(2011) EPOCH   -  2010.00
 LH1382* NAVD 88 ORTHO HEIGHT -   560.69  (meters)     1839.5   (feet) GPS OBS
 LH1382  ______________________________________________________________________
 LH1382  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1382  GEOID HEIGHT    -        -24.995 (meters)                     GEOID93
 LH1382  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 LH1382  NAD 83(2011) X  -   -696,999.421 (meters)                     COMP
 LH1382  NAD 83(2011) Y  - -4,772,735.164 (meters)                     COMP
 LH1382  NAD 83(2011) Z  -  4,160,051.833 (meters)                     COMP
 LH1382  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 LH1382
 LH1382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1382  Standards:
 LH1382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1382  -------------------------------------------------------------------
 LH1382  NETWORK    0.41   1.04           0.19   0.13   0.53     -0.03028879
 LH1382  -------------------------------------------------------------------
 LH1382  Click here for local accuracies and other accuracy information.
 LH1382
 LH1382.This mark is at Central Nebraska Regional Airport (GRI)
 LH1382
 LH1382.The horizontal coordinates were established by GPS observations
 LH1382.and adjusted by the National Geodetic Survey in June 2012.
 LH1382
 LH1382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1382.been affixed to the stable North American tectonic plate. See 
 LH1382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1382
 LH1382.The horizontal coordinates are valid at the epoch date displayed above
 LH1382.which is a decimal equivalence of Year/Month/Day.
 LH1382
 LH1382.The orthometric height was determined by GPS observations and a
 LH1382.high-resolution geoid model.
 LH1382
 LH1382.GPS derived orthometric heights for airport stations designated as
 LH1382.PACS or SACS are published to 2 decimal places.  This maintains
 LH1382.centimeter relative accuracy between the PACS and SACS.  It does
 LH1382.not indicate centimeter accuracy relative to other marks which are
 LH1382.part of the published vertical control network.
 LH1382
 LH1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1382.GEOID18 height accuracy estimate available here.
 LH1382
 LH1382.Click photographs - Photos may exist for this station.
 LH1382
 LH1382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1382
 LH1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1382
 LH1382.The ellipsoidal height was determined by GPS observations
 LH1382.and is referenced to NAD 83.
 LH1382
 LH1382. The following values were computed from the NAD 83(2011) position.
 LH1382
 LH1382;                    North         East     Units Scale Factor Converg.
 LH1382;SPC NE       -   127,317.667   642,323.626   MT  0.99970244   +1 07 15.2
 LH1382;SPC NE       -   417,708.05  2,107,356.76   sFT  0.99970244   +1 07 15.2
 LH1382;UTM  14      - 4,535,382.123   558,175.524   MT  0.99964165   +0 27 11.9
 LH1382
 LH1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1382!SPC NE       -   0.99991599  x   0.99970244  =   0.99961845
 LH1382!UTM  14      -   0.99991599  x   0.99964165  =   0.99955767
 LH1382
 LH1382:                Primary Azimuth Mark                     Grid Az
 LH1382:SPC NE       -  GRI AP STA A 2                           203 35 08.5
 LH1382:UTM  14      -  GRI AP STA A 2                           204 15 11.8
 LH1382
 LH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5817535382(NAD 83)
 LH1382
 LH1382|---------------------------------------------------------------------|
 LH1382| PID    Reference Object                     Distance      Geod. Az  |
 LH1382|                                                           dddmmss.s |
 LH1382| LH1379 GRI AP STA A 2                      APPROX. 1.2 KM 2044223.7 |
 LH1382| AB4145 GRI AP STA B 2                      APPROX. 1.2 KM 3355851.4 |
 LH1382|---------------------------------------------------------------------|
 LH1382
 LH1382                          SUPERSEDED SURVEY CONTROL
 LH1382
 LH1382  NAD 83(2007)-  40 58 03.08833(N)    098 18 31.00377(W) AD(2002.00) 0
 LH1382  ELLIP H (02/10/07)  535.651  (m)                       GP(2002.00)    
 LH1382  ELLIP H (07/10/01)  535.626  (m)                       GP(       ) 4 1
 LH1382  NAD 83(1995)-  40 58 03.08807(N)    098 18 31.00319(W) AD(       ) B
 LH1382  ELLIP H (06/25/96)  535.689  (m)                       GP(       ) 1 1
 LH1382  NAD 83(1986)-  40 58 03.09286(N)    098 18 31.00793(W) AD(       ) 1
 LH1382  NGVD 29 (02/23/90)  560.43   (m)  RAPSU86  model used  GPS OBS        
 LH1382
 LH1382.Superseded values are not recommended for survey control.
 LH1382
 LH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1382.See file dsdata.pdf to determine how the superseded data were derived.
 LH1382
 LH1382_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1382_STAMPING: ARP 2 1965
 LH1382_MARK LOGO: CGS
 LH1382_PROJECTION: FLUSH
 LH1382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1382+STABILITY: SURFACE MOTION
 LH1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1382+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 LH1382
 LH1382  HISTORY     - Date     Condition        Report By
 LH1382  HISTORY     - 1965     MONUMENTED       CGS
 LH1382  HISTORY     - 19860615 GOOD             NGS
 LH1382  HISTORY     - 19890418 GOOD             NGS
 LH1382  HISTORY     - 19950724 GOOD             NGS
 LH1382  HISTORY     - 19970609 GOOD             NGS
 LH1382  HISTORY     - 20000613 GOOD             NGS
 LH1382  HISTORY     - 20100505 GOOD             JEOCON
 LH1382
 LH1382                          STATION DESCRIPTION
 LH1382
 LH1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1382'LOCATED AT THE GRAND ISLAND AIR PARK, NEAR THE CENTER OF A TRIANGULAR
 LH1382'GRASS AREA FORMED BY THE RUNWAYS, 1,023.4 FT SOUTH OF A BROKEN CORNER
 LH1382'OF AN OLD COMPASS ROSE, 290 FT (88.4 M) SOUTHEAST OF THE APPROXIMATE
 LH1382'CENTER OF AN OLD DESERTED TAXIWAY, AND 3.5 FT (1.1 M) SOUTH OF A BLACK
 LH1382'POST BEARING A WITNESS SIGN.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP
 LH1382'2 1965 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LH1382'WITH THE GROUND.
 LH1382
 LH1382                          STATION RECOVERY (1989)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1382'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF GRAND
 LH1382'ISLAND, AT THE CENTRAL NEBRASKA REGIONAL AIRPORT IN AN AREA USUALLY IN
 LH1382'CULTIVATION.  OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, GRAND ISLAND,
 LH1382'NE 68801.  AIRPORT MANAGER IS JOHN RINEHART, TELEPHONE IS
 LH1382'308-381-5170.  AIPORT AUTHORITY ESCORTS ARE REQUIRED FOR PERSONNEL
 LH1382'OCCUPYING THE STATION.
 LH1382'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH1382'U.S. HGIWWAY 281 (EXIT 312), ON THE SOUTHWEST SIDE OF GRAND ISLAND, GO
 LH1382'NORTH ON HIGHWAY 281 FOR 10.8 KM (6.70 MI) TO THE OVERPASS AT THE
 LH1382'JUNCTION OF U.S. HIGHWAY 30.  CONTINUE NORTH FOR 7.25 KM (4.50 MI) TO
 LH1382'THE JUNCTION WITH AIRPORT ROAD.  GO EAST ON AIRPORT ROAD FOR 3.4 KM
 LH1382'(2.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 1.2 KM (0.75 MI) TO
 LH1382'A ROAD LEFT LEADING TO A CONTROL TOWER.  ESCORTS WILL BE REQUIRED TO
 LH1382'REACH THE STATION FROM THIS POINT.
 LH1382'THE STATION MARK IS SET 52.6 M (172.6 FT) EAST-NORTHEAST OF AN
 LH1382'OBSTRUCTION LIGHT MOUNTED ON A 3 METER POLE, 1.2 M (3.9 FT) SOUTH OF A
 LH1382'WOOD WITNESS POST, 0.5 M (1.6 FT) WEST OF A FIBERGLASS WITNESS POST
 LH1382'AND RECESSED 2 CM BELOW THE SURFACE.
 LH1382'DESCRIBED BY G.R.HEID.
 LH1382
 LH1382                          STATION RECOVERY (1995)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1382'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 LH1382'CHAPMAN, 4.0 MI (6.4 KM) NORTHEAST OF GRAND ISLAND, AT THE CENTRAL
 LH1382'NEBRASKA REGIONAL AIRPORT NEAR THE CENTER OF A TRIANGLE FORMED BY THE
 LH1382'RUNWAYS AND ABOUT 0.15 MI (0.24 KM) EAST OF THE WINDSOCK WITH A
 LH1382'SEGMENTED CIRCLE.  OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, 3743 SKY
 LH1382'PARK ROAD, GRAND ISLAND NE 68801.  AIRPORT MANAGER IS RUSS JOHNSON,
 LH1382'PHONE (308) 385-5170.  ESCORT MAY BE REQUIRED.  TO REACH THE STATION
 LH1382'FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 2 WEST ON THE
 LH1382'NORTH SIDE OF GRAND ISLAND, GO NORTH THEN NORTHEAST ON U.S. HIGHWAY
 LH1382'281 FOR 1.4 MI (2.3 KM) TO THE JUNCTION WITH AIRPORT ROAD AHEAD AND
 LH1382'U.S. 281 LEFT, CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.0 MI
 LH1382'(3.2 KM) TO A T-JUNCTION, TURN LEFT AND GO NORTH ON SKY PARK ROAD FOR
 LH1382'0.75 MI (1.21 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 LH1382'PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE LEFT (JUST WEST OF THE
 LH1382'CONTROL TOWER), TURN LEFT PASS THROUGH GATE AND GO NORTH-NORTHEAST
 LH1382'ACROSS THE APRON FOR 0.45 MI (0.72 KM) TO THE NORTHEAST CORNER OF THE
 LH1382'APRON AND A TAXIWAY LEADING TO THE NORTH, CONTINUE AHEAD AND GO NORTH
 LH1382'THEN NORTHEAST ON THE TAXIWAY (A) FOR 0.25 MI (0.40 KM) TO RUNWAY
 LH1382'13/31, TURN RIGHT AND GO SOUTHEAST ON RUNWAY 13/31 FOR 0.75 MI (1.21
 LH1382'KM) TO A FARM ACCESS ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST ON THE
 LH1382'DIRT ACCESS ROAD FOR 0.2 MI (0.3 KM) TO A OLD CONCRETE COMPASS ROW,
 LH1382'CONTINUE AHEAD AND GO SOUTHWEST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 LH1382'TO THE STATION ON THE LEFT.  THE STATION IS 289.0 FT (88.1 M)
 LH1382'SOUTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 172.9 FT (52.7
 LH1382'M) EAST OF A OUTER MARKER LIGHT ON A 3 M (9.8 FT) POLE, 3.9 FT (1.2 M)
 LH1382'SOUTH OF A WOODEN WITNESS POST AND 1.6 FT (0.5 M) NORTHWEST OF A
 LH1382'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 LH1382'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LH1382
 LH1382                          STATION RECOVERY (1997)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1382'RECOVERED AS DESCRIBED.
 LH1382
 LH1382                          STATION RECOVERY (2000)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LH1382'RECOVERED AS DESCRIBED.
 LH1382
 LH1382                          STATION RECOVERY (2010)
 LH1382
 LH1382'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4159 ***********************************************************************
 AB4159  SACS        -  This is a Secondary Airport Control Station.
 AB4159  DESIGNATION -  GRN A
 AB4159  PID         -  AB4159
 AB4159  STATE/COUNTY-  NE/SHERIDAN
 AB4159  COUNTRY     -  US
 AB4159  USGS QUAD   -  GORDON (2017)
 AB4159
 AB4159                         *CURRENT SURVEY CONTROL
 AB4159  ______________________________________________________________________
 AB4159* NAD 83(2011) POSITION- 42 48 39.17849(N) 102 09 57.05450(W)   ADJUSTED
 AB4159* NAD 83(2011) ELLIP HT-  1066.880 (meters)        (06/27/12)   ADJUSTED
 AB4159* NAD 83(2011) EPOCH   -  2010.00
 AB4159* NAVD 88 ORTHO HEIGHT -  1085.38  (meters)     3561.0   (feet) GPS OBS
 AB4159  ______________________________________________________________________
 AB4159  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4159  GEOID HEIGHT    -        -18.427 (meters)                     GEOID96
 AB4159  GEOID HEIGHT    -        -18.490 (meters)                     GEOID18
 AB4159  NAD 83(2011) X  -   -987,756.703 (meters)                     COMP
 AB4159  NAD 83(2011) Y  - -4,581,775.813 (meters)                     COMP
 AB4159  NAD 83(2011) Z  -  4,312,838.025 (meters)                     COMP
 AB4159  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 AB4159
 AB4159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4159  Standards:
 AB4159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4159  -------------------------------------------------------------------
 AB4159  NETWORK    0.52   1.10           0.24   0.17   0.56     -0.02028974
 AB4159  -------------------------------------------------------------------
 AB4159  Click here for local accuracies and other accuracy information.
 AB4159
 AB4159.This mark is at Gordon Municipal Airport (GRN)
 AB4159
 AB4159.The horizontal coordinates were established by GPS observations
 AB4159.and adjusted by the National Geodetic Survey in June 2012.
 AB4159
 AB4159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4159.been affixed to the stable North American tectonic plate. See 
 AB4159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4159
 AB4159.The horizontal coordinates are valid at the epoch date displayed above
 AB4159.which is a decimal equivalence of Year/Month/Day.
 AB4159
 AB4159.The orthometric height was determined by GPS observations and a
 AB4159.high-resolution geoid model.
 AB4159
 AB4159.GPS derived orthometric heights for airport stations designated as
 AB4159.PACS or SACS are published to 2 decimal places.  This maintains
 AB4159.centimeter relative accuracy between the PACS and SACS.  It does
 AB4159.not indicate centimeter accuracy relative to other marks which are
 AB4159.part of the published vertical control network.
 AB4159
 AB4159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4159.GEOID18 height accuracy estimate available here.
 AB4159
 AB4159.Click photographs - Photos may exist for this station.
 AB4159
 AB4159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4159
 AB4159.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4159
 AB4159.The ellipsoidal height was determined by GPS observations
 AB4159.and is referenced to NAD 83.
 AB4159
 AB4159. The following values were computed from the NAD 83(2011) position.
 AB4159
 AB4159;                    North         East     Units Scale Factor Converg.
 AB4159;SPC NE       -   332,831.450   322,886.872   MT  0.99991876   -1 26 07.1
 AB4159;SPC NE       - 1,091,964.52  1,059,338.01   sFT  0.99991876   -1 26 07.1
 AB4159;UTM  13      - 4,743,710.409   731,721.595   MT  1.00026064   +1 55 36.8
 AB4159
 AB4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4159!SPC NE       -   0.99983271  x   0.99991876  =   0.99975149
 AB4159!UTM  13      -   0.99983271  x   1.00026064  =   1.00009331
 AB4159
 AB4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3172143710(NAD 83)
 AB4159
 AB4159                          SUPERSEDED SURVEY CONTROL
 AB4159
 AB4159  NAD 83(2007)-  42 48 39.17835(N)    102 09 57.05560(W) AD(2002.00) 0
 AB4159  ELLIP H (02/10/07) 1066.907  (m)                       GP(2002.00)    
 AB4159  ELLIP H (01/10/02) 1066.883  (m)                       GP(       ) 4 1
 AB4159  NAD 83(1995)-  42 48 39.17767(N)    102 09 57.05593(W) AD(       ) 1
 AB4159  ELLIP H (09/18/97) 1066.938  (m)                       GP(       ) 4 1
 AB4159
 AB4159.Superseded values are not recommended for survey control.
 AB4159
 AB4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4159.See file dsdata.pdf to determine how the superseded data were derived.
 AB4159
 AB4159_MARKER: DD = SURVEY DISK
 AB4159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4159_STAMPING: GRN A 1995
 AB4159_MARK LOGO: NGS
 AB4159_PROJECTION: FLUSH
 AB4159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4159+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2007
 AB4159_ROD/PIPE-DEPTH: 1 meters
 AB4159
 AB4159  HISTORY     - Date     Condition        Report By
 AB4159  HISTORY     - 1995     MONUMENTED       NGS
 AB4159  HISTORY     - 19970716 GOOD             NGS
 AB4159  HISTORY     - 20070623 GOOD             INDIV
 AB4159
 AB4159                          STATION DESCRIPTION
 AB4159
 AB4159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4159'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHWEST OF MERRIMAN,
 AB4159'1.2 MI (1.9 KM) EAST OF GORDON AT THE GORDON MUNICIPAL AIRPORT AND IN
 AB4159'LINE WITH THE NORTHEAST EDGE OF THE TURNAROUND PAVEMENT AT THE
 AB4159'APPROACH END OF RUNWAY 22.  OWNERSHIP--GORDON AIRPORT AUTHORITY, PO
 AB4159'BOX 310, GORDON NE 69343.  AIRPORT MANAGER IS MALCOLM CASE, PHONE
 AB4159'(308) 282-1700.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AB4159'20 AND STATE ROUTE 27 IN GORDON, GO EAST ON US HIGHWAY 20 FOR 1.15 MI
 AB4159'(1.85 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE
 AB4159'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A OPENING IN A WOODEN
 AB4159'FENCE LINE AND A GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON
 AB4159'THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 AB4159'TURN LEFT AND GO NORTH ON THE APRON THEN A TAXIWAY FOR 0.15 MI (0.24
 AB4159'KM) TO RUNWAY 04/22, TURN RIGHT AND GO NORTHEAST ON THE RUNWAY FOR 0.8
 AB4159'MI (1.3 KM) TO THE RUNWAY PAVEMENT END AND A TURNAROUND RIGHT, TURN
 AB4159'RIGHT AND GO SOUTHEASTERLY FOR ABOUT 150 FT (45.7 M) TO THE EAST
 AB4159'CORNER OF THE TURNAROUND AND THE STATION.  THE STATION IS THE CENTER
 AB4159'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AB4159'PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB4159'CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH GROUND.  THREE
 AB4159'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.
 AB4159'LOCATED 33.7 FT (10.3 M) EAST-NORTHEAST OF A TAXIWAY LIGHT (51), 19.6
 AB4159'FT (6.0 M) SOUTHEAST OF THE EAST CORNER OF THE TURNAROUND PAVEMENT,
 AB4159'12.8 FT (3.9 M) SOUTH OF A TAXIWAY LIGHT (50) AND 1.8 FT (0.5 M)
 AB4159'NORTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4159
 AB4159                          STATION RECOVERY (1997)
 AB4159
 AB4159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4159'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE AIRPORT MANAGER
 AB4159'IS FRED HALVA.
 AB4159
 AB4159                          STATION RECOVERY (2007)
 AB4159
 AB4159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 AB4159'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0535 ***********************************************************************
 LJ0535  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0535  PACS        -  This is a Primary Airport Control Station.
 LJ0535  DESIGNATION -  GROSS
 LJ0535  PID         -  LJ0535
 LJ0535  STATE/COUNTY-  NE/FURNAS
 LJ0535  COUNTRY     -  US
 LJ0535  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0535
 LJ0535                         *CURRENT SURVEY CONTROL
 LJ0535  ______________________________________________________________________
 LJ0535* NAD 83(2011) POSITION- 40 18 19.39395(N) 100 09 40.15880(W)   ADJUSTED
 LJ0535* NAD 83(2011) ELLIP HT-   709.692 (meters)        (06/27/12)   ADJUSTED
 LJ0535* NAD 83(2011) EPOCH   -  2010.00
 LJ0535* NAVD 88 ORTHO HEIGHT -   734.03  (meters)     2408.2   (feet) GPS OBS
 LJ0535  ______________________________________________________________________
 LJ0535  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LJ0535  GEOID HEIGHT    -        -24.184 (meters)                     GEOID93
 LJ0535  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 LJ0535  NAD 83(2011) X  -   -859,396.964 (meters)                     COMP
 LJ0535  NAD 83(2011) Y  - -4,794,977.615 (meters)                     COMP
 LJ0535  NAD 83(2011) Z  -  4,104,362.581 (meters)                     COMP
 LJ0535  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LJ0535
 LJ0535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0535  Standards:
 LJ0535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0535  -------------------------------------------------------------------
 LJ0535  NETWORK    0.45   1.20           0.21   0.14   0.61     -0.05187451
 LJ0535  -------------------------------------------------------------------
 LJ0535  Click here for local accuracies and other accuracy information.
 LJ0535
 LJ0535.This mark is at Cambridge Municipal Airport (CSB)
 LJ0535
 LJ0535.The horizontal coordinates were established by GPS observations
 LJ0535.and adjusted by the National Geodetic Survey in June 2012.
 LJ0535
 LJ0535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0535.been affixed to the stable North American tectonic plate. See 
 LJ0535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0535
 LJ0535.The horizontal coordinates are valid at the epoch date displayed above
 LJ0535.which is a decimal equivalence of Year/Month/Day.
 LJ0535
 LJ0535.The orthometric height was determined by GPS observations and a
 LJ0535.high-resolution geoid model.
 LJ0535
 LJ0535.GPS derived orthometric heights for airport stations designated as
 LJ0535.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0535.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0535.not indicate centimeter accuracy relative to other marks which are
 LJ0535.part of the published vertical control network.
 LJ0535
 LJ0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0535.GEOID18 height accuracy estimate available here.
 LJ0535
 LJ0535.Click photographs - Photos may exist for this station.
 LJ0535
 LJ0535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0535
 LJ0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0535
 LJ0535.The ellipsoidal height was determined by GPS observations
 LJ0535.and is referenced to NAD 83.
 LJ0535
 LJ0535. The following values were computed from the NAD 83(2011) position.
 LJ0535
 LJ0535;                    North         East     Units Scale Factor Converg.
 LJ0535;SPC NE       -    52,426.265   486,301.544   MT  0.99987589   -0 06 24.5
 LJ0535;SPC NE       -   172,001.84  1,595,474.32   sFT  0.99987589   -0 06 24.5
 LJ0535;UTM  14      - 4,462,299.929   401,325.975   MT  0.99971985   -0 45 04.2
 LJ0535
 LJ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0535!SPC NE       -   0.99988868  x   0.99987589  =   0.99976458
 LJ0535!UTM  14      -   0.99988868  x   0.99971985  =   0.99960856
 LJ0535
 LJ0535:                Primary Azimuth Mark                     Grid Az
 LJ0535:SPC NE       -  GROSS AZ MK                              154 53 37.4
 LJ0535:UTM  14      -  GROSS AZ MK                              155 32 17.1
 LJ0535
 LJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0132562299(NAD 83)
 LJ0535
 LJ0535|---------------------------------------------------------------------|
 LJ0535| PID    Reference Object                     Distance      Geod. Az  |
 LJ0535|                                                           dddmmss.s |
 LJ0535| LJ0536 GROSS AZ MK                         448.398 METERS 1544712.9 |
 LJ0535|---------------------------------------------------------------------|
 LJ0535
 LJ0535                          SUPERSEDED SURVEY CONTROL
 LJ0535
 LJ0535  NAD 83(2007)-  40 18 19.39381(N)    100 09 40.15976(W) AD(2002.00) 0
 LJ0535  ELLIP H (02/10/07)  709.717  (m)                       GP(2002.00)    
 LJ0535  ELLIP H (09/24/01)  709.694  (m)                       GP(       ) 4 1
 LJ0535  NAD 83(1995)-  40 18 19.39350(N)    100 09 40.15916(W) AD(       ) B
 LJ0535  ELLIP H (06/25/96)  709.750  (m)                       GP(       ) 1 1
 LJ0535  ELLIP H (01/07/93)  709.870  (m)                       GP(       ) 4 2
 LJ0535  NAD 83(1986)-  40 18 19.39994(N)    100 09 40.16298(W) AD(       ) 1
 LJ0535  NGVD 29 (02/23/90)  733.57   (m)  RAPSU86  model used  GPS OBS        
 LJ0535
 LJ0535.Superseded values are not recommended for survey control.
 LJ0535
 LJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0535.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0535
 LJ0535_MARKER: F = FLANGE-ENCASED ROD
 LJ0535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0535_STAMPING: GROSS 1989
 LJ0535_MARK LOGO: NGS
 LJ0535_PROJECTION: FLUSH
 LJ0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0535+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 LJ0535_ROD/PIPE-DEPTH: 16.6 meters
 LJ0535_SLEEVE-DEPTH  : 0.93 meters
 LJ0535
 LJ0535  HISTORY     - Date     Condition        Report By
 LJ0535  HISTORY     - 1989     MONUMENTED       NGS
 LJ0535  HISTORY     - 19900908 GOOD             NGS
 LJ0535  HISTORY     - 19950808 GOOD             NGS
 LJ0535  HISTORY     - 19970801 GOOD             NGS
 LJ0535  HISTORY     - 20120828 GOOD             INDIV
 LJ0535  HISTORY     - 20170613 GOOD             NEGS
 LJ0535  HISTORY     - 20200203 GOOD             NEGS
 LJ0535
 LJ0535                          STATION DESCRIPTION
 LJ0535
 LJ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0535'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH-NORTHEAST OF
 LJ0535'CAMBRIDGE, AT THE CAMBRIDGE MUNICIPAL AIRPORT.  ONWERSHIP--CAMBRIDGE
 LJ0535'AIRPORT AUTHORITY, BOX 115,CAMBRIDGE, NE 69022.  AIRPORT MANAGER IS
 LJ0535'C.J. BEHNKE, TELEPHONE 308-697-3677.
 LJ0535'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6, 34 AND STATE
 LJ0535'HIGHWAY 47 IN CAMBRIDGE, GO EAST ON US HIGHWAY 6, 34 FOR 0.90 KM
 LJ0535'(0.55 MI) TO A GRAVEL ROAD ON THE LEFT, JUST PAST A BRIDGE OVER
 LJ0535'MEDICINE CREEK.  TURN LEFT AND GO NORTH FOR 2.25 KM (1.40 MI) TO A
 LJ0535'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 0.17 KM (0.10 MI) TO A
 LJ0535'GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON A TARMAC AND
 LJ0535'RAMP FOR 0.09 KM (0.05 MI) TO THE JUNCTION WITH RUNWAY 14-32.  TURN
 LJ0535'RIGHT AND GO NORTHWEST ALONG THE RUNWAY FOR 0.23 KM (0.15 MI) TO THE
 LJ0535'TURF RUNWAY AND THE STATION ON THE RIGHT.
 LJ0535'THE STATION MARK IS SET 44.3 M (145.3 FT) WEST-SOUTHWEST OF THE
 LJ0535'NORTHWEST OF THE SOUTHERN 1 OF 2 CULTIVATED FIELD, 16.3 M (53.5 FT)
 LJ0535'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY, 14.1 M
 LJ0535'(46.3 FT) EAST-NORTHEAST OF THE RUNWAY CENTERLINE AND 1.5 M (4.9 FT)
 LJ0535'EAST-NORTHEAST OF A RUNWAY LIGHT.
 LJ0535'DESCRIBED BY R.D.BALL.
 LJ0535'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0535
 LJ0535                          STATION RECOVERY (1990)
 LJ0535
 LJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LJ0535'THE STATION IS LOCATED APPROXIMATELY MIDFIELD AT CAMBRIDGE MUNI
 LJ0535'AIRPORT.  THE STATION IS 175.5 FT (53.5 M) NORTHWEST OF THE THIRD
 LJ0535'RUNWAY LIGHT (12) , 5.0 FT (1.5 M) NORTHEAST OF THE FOURTH RUNWAY
 LJ0535'LIGHT (13) , 211.5 FT (64.5 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT
 LJ0535'(14) , AND 46.2 FT (14.1 M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY.
 LJ0535'THE STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A FIVE INCH
 LJ0535'LOGO CAP SET FLUSH WITH THE GROUND AND STAMPED GROSS 1989. NOTE, THE
 LJ0535'ABOVE MENTIONED RUNWAY LIGHTS ARE REFERENCE TO THE NORTHWESTERLY
 LJ0535'TAXIWAY INTERSECTION WITH THE RUNWAY.
 LJ0535
 LJ0535                          STATION RECOVERY (1995)
 LJ0535
 LJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0535'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 LJ0535'HOLBROOK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CAMBRIDGE AND AT THE
 LJ0535'CAMBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CAMBRIDGE AIRPORT AUTHORITY,
 LJ0535'BOX 115, CAMBRIDGE NE 69022.  AIRPORT MANAGER IS C.J. BEHNKE, PHONE
 LJ0535'(308) 697-3677.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 LJ0535'HIGHWAY 6/34 AND STATE HIGHWAY 47 SOUTH IN CAMBRIDGE, GO EAST ON U.S.
 LJ0535'HIGHWAY 6/34 FOR 0.55 MI (0.89 KM) TO A ROAD LEFT (JUST PAST A BRIDGE
 LJ0535'OVER MEDICINE CREEK), TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.4
 LJ0535'MI (2.3 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 LJ0535'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH GATE,
 LJ0535'CONTINUE AHEAD AND GO WESTERLY ON A APRON THEN A CONNECTOR TAXIWAY FOR
 LJ0535'0.05 MI (0.08 KM) TO A RUNWAY, TURN RIGHT AND GO NORTH-NORTHWEST ON
 LJ0535'RUNWAY 14/32 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE
 LJ0535'STATION IS 141.5 FT (43.1 M) WEST-SOUTHWEST OF THE SOUTHERN ONE OF 2
 LJ0535'CULTIVATED FIELDS, 53.5 FT (16.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE
 LJ0535'CENTER OF THE TURF RUNWAY, 46.3 FT (14.1 M) EAST-NORTHEAST OF THE
 LJ0535'RUNWAY CENTER AND 4.9 FT (1.5 M) EAST-NORTHEAST OF A RUNWAY LIGHT.
 LJ0535'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 LJ0535'AIRPORT CONTROL STATION.
 LJ0535
 LJ0535                          STATION RECOVERY (1997)
 LJ0535
 LJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0535'RECOVERED AS DESCRIBED.
 LJ0535
 LJ0535                          STATION RECOVERY (2012)
 LJ0535
 LJ0535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0535'FOUND MARK IN GOOD CONDITION.
 LJ0535
 LJ0535                          STATION RECOVERY (2017)
 LJ0535
 LJ0535'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JH)
 LJ0535'RECOVERED IN GOOD CONDITION
 LJ0535
 LJ0535                          STATION RECOVERY (2020)
 LJ0535
 LJ0535'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LJ0535'THE STATION IS 13 FT (4.0 M) SOUTHEAST OF A RUNWAY LIGHT AND IS 3.6 FT
 LJ0535'(1.1 M) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0536 ***********************************************************************
 LJ0536  SACS        -  This is a Secondary Airport Control Station.
 LJ0536  DESIGNATION -  GROSS AZ MK
 LJ0536  PID         -  LJ0536
 LJ0536  STATE/COUNTY-  NE/FURNAS
 LJ0536  COUNTRY     -  US
 LJ0536  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0536
 LJ0536                         *CURRENT SURVEY CONTROL
 LJ0536  ______________________________________________________________________
 LJ0536* NAD 83(2011) POSITION- 40 18 06.24151(N) 100 09 32.07051(W)   ADJUSTED
 LJ0536* NAD 83(2011) ELLIP HT-   705.882 (meters)        (06/27/12)   ADJUSTED
 LJ0536* NAD 83(2011) EPOCH   -  2010.00
 LJ0536* NAVD 88 ORTHO HEIGHT -   730.22  (meters)     2395.7   (feet) GPS OBS
 LJ0536  ______________________________________________________________________
 LJ0536  NAVD 88 orthometric height was determined with an earlier geoid model
 LJ0536  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 LJ0536  NAD 83(2011) X  -   -859,254.714 (meters)                     COMP
 LJ0536  NAD 83(2011) Y  - -4,795,266.775 (meters)                     COMP
 LJ0536  NAD 83(2011) Z  -  4,104,050.698 (meters)                     COMP
 LJ0536  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 LJ0536
 LJ0536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0536  Standards:
 LJ0536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0536  -------------------------------------------------------------------
 LJ0536  NETWORK    0.49   1.25           0.23   0.15   0.64     -0.04637286
 LJ0536  -------------------------------------------------------------------
 LJ0536  Click here for local accuracies and other accuracy information.
 LJ0536
 LJ0536.This mark is at Cambridge Municipal Airport (CSB)
 LJ0536
 LJ0536.The horizontal coordinates were established by GPS observations
 LJ0536.and adjusted by the National Geodetic Survey in June 2012.
 LJ0536
 LJ0536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0536.been affixed to the stable North American tectonic plate. See 
 LJ0536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0536
 LJ0536.The horizontal coordinates are valid at the epoch date displayed above
 LJ0536.which is a decimal equivalence of Year/Month/Day.
 LJ0536
 LJ0536.The orthometric height was determined by GPS observations and a
 LJ0536.high-resolution geoid model.
 LJ0536
 LJ0536.GPS derived orthometric heights for airport stations designated as
 LJ0536.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0536.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0536.not indicate centimeter accuracy relative to other marks which are
 LJ0536.part of the published vertical control network.
 LJ0536
 LJ0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0536.GEOID18 height accuracy estimate available here.
 LJ0536
 LJ0536.Click photographs - Photos may exist for this station.
 LJ0536
 LJ0536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0536
 LJ0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0536
 LJ0536.The ellipsoidal height was determined by GPS observations
 LJ0536.and is referenced to NAD 83.
 LJ0536
 LJ0536. The following values were computed from the NAD 83(2011) position.
 LJ0536
 LJ0536;                    North         East     Units Scale Factor Converg.
 LJ0536;SPC NE       -    52,020.280   486,491.775   MT  0.99987721   -0 06 19.1
 LJ0536;SPC NE       -   170,669.87  1,596,098.43   sFT  0.99987721   -0 06 19.1
 LJ0536;UTM  14      - 4,461,891.895   401,511.600   MT  0.99971940   -0 44 58.8
 LJ0536
 LJ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0536!SPC NE       -   0.99988928  x   0.99987721  =   0.99976650
 LJ0536!UTM  14      -   0.99988928  x   0.99971940  =   0.99960871
 LJ0536
 LJ0536:                Primary Azimuth Mark                     Grid Az
 LJ0536:SPC NE       -  GROSS                                    334 53 37.2
 LJ0536:UTM  14      -  GROSS                                    335 32 16.9
 LJ0536
 LJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0151161891(NAD 83)
 LJ0536
 LJ0536|---------------------------------------------------------------------|
 LJ0536| PID    Reference Object                     Distance      Geod. Az  |
 LJ0536|                                                           dddmmss.s |
 LJ0536| LJ0535 GROSS                               448.398 METERS 3344718.1 |
 LJ0536|---------------------------------------------------------------------|
 LJ0536
 LJ0536                          SUPERSEDED SURVEY CONTROL
 LJ0536
 LJ0536  NAD 83(2007)-  40 18 06.24137(N)    100 09 32.07147(W) AD(2002.00) 0
 LJ0536  ELLIP H (02/10/07)  705.907  (m)                       GP(2002.00)    
 LJ0536  ELLIP H (12/19/01)  705.884  (m)                       GP(       ) 5 1
 LJ0536  NAD 83(1995)-  40 18 06.24106(N)    100 09 32.07087(W) AD(       ) 1
 LJ0536  ELLIP H (09/17/98)  705.940  (m)                       GP(       ) 5 1
 LJ0536  NAD 83(1995)-  40 18 06.24154(N)    100 09 32.07089(W) AD(       ) 3
 LJ0536  ELLIP H (08/18/97)  705.903  (m)                       GP(       ) 4 1
 LJ0536  ELLIP H (01/07/93)  706.039  (m)                       GP(       ) 4 2
 LJ0536  NAD 83(1986)-  40 18 06.24761(N)    100 09 32.07475(W) AD(       ) 3
 LJ0536  NGVD 29 (02/23/90)  729.76   (m)  RAPSU86  model used  GPS OBS        
 LJ0536
 LJ0536.Superseded values are not recommended for survey control.
 LJ0536
 LJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0536.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0536
 LJ0536_MARKER: I = METAL ROD
 LJ0536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0536_STAMPING: GROSS AZ MK 1989
 LJ0536_MARK LOGO: NGS
 LJ0536_PROJECTION: FLUSH
 LJ0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0536+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0536_ROD/PIPE-DEPTH: 21.5 meters
 LJ0536_SLEEVE-DEPTH  : 0.93 meters
 LJ0536
 LJ0536  HISTORY     - Date     Condition        Report By
 LJ0536  HISTORY     - 1989     MONUMENTED       NGS
 LJ0536  HISTORY     - 19900615 GOOD             NGS
 LJ0536  HISTORY     - 19950808 GOOD             NGS
 LJ0536  HISTORY     - 19970801 GOOD             NGS
 LJ0536  HISTORY     - 20120828 GOOD             INDIV
 LJ0536
 LJ0536                          STATION DESCRIPTION
 LJ0536
 LJ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0536'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH-NORTHEAST OF
 LJ0536'CAMBRIDGE, AT THE CAMBRIDGE MUNICIPAL AIRPORT.  ONWERSHIP--CAMBRIDGE
 LJ0536'AIRPORT AUTHORITY, BOX 115, CAMBRIDGE, NE 69022.  AIRPORT MANAGER IS
 LJ0536'C.J. BEHNKE, TELEPHONE 308-697-3677.
 LJ0536'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6, 34 AND STATE
 LJ0536'HIGHWAY 47 IN CAMBRIDGE, GO EAST ON US HIGHWAY 6, 34 FOR 0.90 KM
 LJ0536'(0.55 MI) TO A GRAVEL ROAD ON THE LEFT, JUST PAST A BRIDGE OVER
 LJ0536'MEDICINE CREEK.  TURN LEFT AND GO NORTH FOR 2.25 KM (1.40 MI) TO A
 LJ0536'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 0.17 KM (0.10 MI) TO A
 LJ0536'GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON A TARMAC AND
 LJ0536'RAMP FOR 0.09 KM (0.05 MI) TO THE JUNCTION WITH RUNWAY 14-32.  TURN
 LJ0536'LEFT AND GO SOUTHEAST ALONGSIDE THE RUNWAY FOR 0.23 KM (0.15 MI) TO
 LJ0536'THE JUNCTION OF RUNWAY END 32 AND A TAXIWAY AND THE STATION ON THE
 LJ0536'LEFT.
 LJ0536'THE STATION MARK IS SET 15.4 M (50.5 FT) NORTHEAST OF THE RUNWAY
 LJ0536'CENTERLINE, 14.3 M (46.9 FT) NORTH-NORTHWEST OF THE TAXIWAY
 LJ0536'CENTERLINE, SOUTHEAST OF A TAXIWAY LIGHT AND 3.1 M (10.2 FT) NORTH OF
 LJ0536'THE CURVED JUNCTION.
 LJ0536'DESCRIBED BY R.D.BALL.
 LJ0536'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0536
 LJ0536                          STATION RECOVERY (1990)
 LJ0536
 LJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LJ0536'THE STATION IS LOCATED ON THE SOUTHEAST END OF CAMBRIDGE MUNI AIRPORT
 LJ0536'NEAR THE RUNWAY END OF 32.  THE STATION IS 50.5 FT (15.4 M) NORTHWEST
 LJ0536'OF THE CENTER OF TAXIWAY, 49.7 FT (15.1 M) NORTHEAST OF THE CENTERLINE
 LJ0536'OF THE RUNWAY, 25.4 FT (7.7 M) EAST OF THE WESTERLYMOST TAXIWAY LIGHT,
 LJ0536'111.9 FT (34.1 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST OF THE
 LJ0536'RUNWAY END, AND 19.5 FT (5.9 M) NORTHEAST OF THE EDGE OF RUNWAY.  THE
 LJ0536'STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A 5 INCH LOGO
 LJ0536'CAP WHICH IS SET FLUSH WITH THE GROUND AND STAMPED GROSS AZ MK 1989.
 LJ0536'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 LJ0536'STABILITY.
 LJ0536
 LJ0536                          STATION RECOVERY (1995)
 LJ0536
 LJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0536'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 LJ0536'HOLBROOK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CAMBRIDGE AND AT THE
 LJ0536'CAMBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CAMBRIDGE AIRPORT AUTHORITY,
 LJ0536'BOX 115, CAMBRIDGE NE 69022.  AIRPORT MANAGER IS C.J.  BEHNKE, PHONE
 LJ0536'(308) 697-3677.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 LJ0536'6/34 AND STATE HIGHWAY 47 SOUTH IN CAMBRIDGE, GO EAST ON US HIGHWAY
 LJ0536'6/34 FOR 0.55 MI (0.89 KM) TO A ROAD LEFT (JUST PAST A BRIDGE OVER
 LJ0536'MEDICINE CREEK), TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.4 MI
 LJ0536'(2.3 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 LJ0536'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH GATE, TURN
 LJ0536'LEFT AND GO SOUTH-SOUTHEAST ON A TAXIWAY FOR 0.15 MI (0.24 KM) TO THE
 LJ0536'STATION ON THE RIGHT.  THE STATION IS 51.3 FT (15.6 M) NORTH-NORTHWEST
 LJ0536'OF THE TAXIWAY CENTER, 50.2 FT (15.3 M) EAST-NORTHEAST OF THE RUNWAY
 LJ0536'CENTER, 25.5 FT (7.8 M) SOUTHEAST OF A TAXIWAY LIGHT (1) AND 9.9 FT
 LJ0536'(3.0 M) NORTH-NORTHEAST OF THE CURVED JUNCTION PAVEMENT.  THIS STATION
 LJ0536'TO BE USED AS SACS.
 LJ0536
 LJ0536                          STATION RECOVERY (1997)
 LJ0536
 LJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0536'RECOVERED AS DESCRIBED.
 LJ0536
 LJ0536                          STATION RECOVERY (2012)
 LJ0536
 LJ0536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0536'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0401 ***********************************************************************
 NO0401  DESIGNATION -  GROVE
 NO0401  PID         -  NO0401
 NO0401  STATE/COUNTY-  NE/CHERRY
 NO0401  COUNTRY     -  US
 NO0401  USGS QUAD   -  SPARKS SE (2017)
 NO0401
 NO0401                         *CURRENT SURVEY CONTROL
 NO0401  ______________________________________________________________________
 NO0401* NAD 83(1995) POSITION- 42 45 25.80288(N) 100 18 56.57539(W)   ADJUSTED
 NO0401* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 NO0401  ______________________________________________________________________
 NO0401  GEOID HEIGHT    -        -22.110 (meters)                     GEOID18
 NO0401  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 NO0401  HORZ ORDER      -  SECOND
 NO0401
 NO0401.The horizontal coordinates were established by classical geodetic methods
 NO0401.and adjusted by the National Geodetic Survey in August 1997.
 NO0401
 NO0401.The orthometric height was scaled from a topographic map.
 NO0401
 NO0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0401.GEOID18 height accuracy estimate available here.
 NO0401
 NO0401.Click photographs - Photos may exist for this station.
 NO0401
 NO0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0401
 NO0401. The following values were computed from the NAD 83(1995) position.
 NO0401
 NO0401;                    North         East     Units Scale Factor Converg.
 NO0401;SPC NE       -   324,693.488   474,157.817   MT  0.99989771   -0 12 33.2
 NO0401;SPC NE       - 1,065,265.22  1,555,632.77   sFT  0.99989771   -0 12 33.2
 NO0401;UTM  14      - 4,734,688.536   392,336.100   MT  0.99974261   -0 53 35.9
 NO0401
 NO0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0401!SPC NE       -   0.99986857  x   0.99989771  =   0.99976629
 NO0401!UTM  14      -   0.99986857  x   0.99974261  =   0.99961121
 NO0401
 NO0401:                Primary Azimuth Mark                     Grid Az
 NO0401:SPC NE       -  GROVE AZ MK                              078 55 58.3
 NO0401:UTM  14      -  GROVE AZ MK                              079 37 01.0
 NO0401
 NO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9233634688(NAD 83)
 NO0401
 NO0401|---------------------------------------------------------------------|
 NO0401| PID    Reference Object                     Distance      Geod. Az  |
 NO0401|                                                           dddmmss.s |
 NO0401| CO3191 GROVE RM 1                           12.346 METERS 03831     |
 NO0401| CO3190 GROVE AZ MK                                        0784325.1 |
 NO0401| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX.14.4 KM 1531340.0 |
 NO0401| CO3192 GROVE RM 2                           11.143 METERS 16643     |
 NO0401| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.23.0 KM 3065658.4 |
 NO0401|---------------------------------------------------------------------|
 NO0401
 NO0401                          SUPERSEDED SURVEY CONTROL
 NO0401
 NO0401  NAD 83(1986)-  42 45 25.80574(N)    100 18 56.58642(W) AD(       ) 2
 NO0401  NAD 27      -  42 45 25.79400(N)    100 18 55.12700(W) AD(       ) 2
 NO0401
 NO0401.Superseded values are not recommended for survey control.
 NO0401
 NO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0401.See file dsdata.pdf to determine how the superseded data were derived.
 NO0401
 NO0401_MARKER: DS = TRIANGULATION STATION DISK
 NO0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0401_STAMPING: GROVE 1949
 NO0401_MARK LOGO: CGS
 NO0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0401+STABILITY: SURFACE MOTION
 NO0401
 NO0401  HISTORY     - Date     Condition        Report By
 NO0401  HISTORY     - 1949     MONUMENTED       CGS
 NO0401
 NO0401                          STATION DESCRIPTION
 NO0401
 NO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0401'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF WOOD LAKE
 NO0401'AND 3.0 MILES EAST AND 2.0 MILES NORTH OF ARABIA ON THE HIGHEST
 NO0401'POINT OF A NORTH-SOUTH SAND RIDGE.  IT IS ABOUT 0.9 OF A MILE
 NO0401'WEST-SOUTHWEST OF A RANCH HOUSE AND 6.0 FEET SOUTH OF A WITNESS
 NO0401'POST.  IT PROJECTS 3 INCHES AND IS STAMPED GROVE 1949.
 NO0401'
 NO0401'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE
 NO0401'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 NO0401'SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED GROVE NO 1
 NO0401'1949.
 NO0401'
 NO0401'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 NO0401'STATION.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 NO0401'STAMPED GROVE NO 2 1949.
 NO0401'
 NO0401'THE MEASURED DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.35
 NO0401'FEET.
 NO0401'
 NO0401'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE EAST OF A RANCH HOME,
 NO0401'42.0 FEET NORTH OF A FENCE CORNER, 29.0 FEET NORTH OF THE
 NO0401'CENTER OF A WIRE GATE, AND 2.0 FEET NORTH OF A WITNESS POST,
 NO0401'AND 0.4 OF A FOOT WEST OF A FENCE.  IT PROJECTS 2 INCHES AND
 NO0401'IS STAMPED GROVE 1949.
 NO0401'
 NO0401'TO REACH THE STATION FROM THE RAILROAD STATION IN ARABIA, GO
 NO0401'SOUTHEAST ON U.S. HIGHWAY NO. 20 FOR 0.85 OF A MILE TO A T
 NO0401'ROAD LEFT, TURN LEFT AND CROSS RAILROAD TRACK TO A FORK, TAKE
 NO0401'THE RIGHT FORK AND GO EASTERLY FOR 1.2 MILES TO A CATTLE
 NO0401'GUARD, CONTINUE EASTERLY ON THE MAIN TRACK ROAD FOR 0.5 OF A MILE
 NO0401'TO A CATTLE GUARD, CONTINUE EAST AND NORTH ON MAIN TRACK
 NO0401'ROAD FOR 0.85 OF A MILE TO A FORK, TAKE LEFT FORK FOR 0.2 OF A
 NO0401'MILE TO A RANCH HOUSE ON THE LEFT, CONTINUE EASTERLY FOR
 NO0401'0.2 OF A MILE TO A CATTLE GUARD, CONTINUE ON MAIN TRACK ROAD
 NO0401'FOR 0.35 OF A MILE TO A CATTLE GUARD AND DIM FORK RIGHT,
 NO0401'CONTINUE ON THE MAIN TRACK ROAD FOR 0.35 OF A MILE TO A
 NO0401'FORK, HERE TAKE THE LEFT FORK, PASSING TO THE LEFT OF A
 NO0401'WINDMILL AND CONTINUE NORTHEAST AND NORTH FOR 0.5 OF A
 NO0401'MILE TO A CATTLE GUARD, CONTINUE ON MAIN TRACK ROAD FOR 0.9
 NO0401'OF A MILE TO A FORK, TAKE LEFT FORK AND GO NORTHERLY FOR
 NO0401'0.05 OF A MILE TO A CATTLE GUARD, CONTINUE NORTHERLY ON
 NO0401'TRACK ROAD FOR 0.2 OF A MILE TO A FORK, TAKE RIGHT FORK
 NO0401'AND GO 0.05 OF A MILE TO A FENCE AND THE AZIMUTH MARK
 NO0401'AS DESCRIBED, THEN BEAR HARD LEFT AND GO 0.1 MILE TO A
 NO0401'WIRE GATE IN THE SOUTHWEST CORNER OF A BARN LOT, PASS THROUGH
 NO0401'THIS WIRE GATE AND GO WEST, SOUTHWEST AND NORTHWEST ACROSS A
 NO0401'SMALL PASTURE FOR 0.1 OF A MILE TO A WIRE GATE IN THE WEST
 NO0401'SIDE OF THE PASTURE FENCE, PASS THROUGH THIS WIRE GATE AND
 NO0401'PICK A TRAIL THROUGH VERY ROUGH AND SANDY GROUND FOR ABOUT
 NO0401'0.8 OF A MILE TO THE SOUTHWEST TO THE HIGHEST POINT AND THE
 NO0401'STATION AS DESCRIBED.
 NO0401'
 NO0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1176 ***********************************************************************
 LH1176  DESIGNATION -  GUIDE
 LH1176  PID         -  LH1176
 LH1176  STATE/COUNTY-  NE/WEBSTER
 LH1176  COUNTRY     -  US
 LH1176  USGS QUAD   -  GUIDE ROCK (2017)
 LH1176
 LH1176                         *CURRENT SURVEY CONTROL
 LH1176  ______________________________________________________________________
 LH1176* NAD 83(1995) POSITION- 40 00 09.18930(N) 098 19 51.97220(W)   ADJUSTED
 LH1176* NAVD 88 ORTHO HEIGHT -   522.    (meters)     1713.    (feet) SCALED
 LH1176  ______________________________________________________________________
 LH1176  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 LH1176  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 LH1176  HORZ ORDER      -  FIRST
 LH1176
 LH1176.The horizontal coordinates were established by classical geodetic methods
 LH1176.and adjusted by the National Geodetic Survey in August 1997.
 LH1176
 LH1176.The orthometric height was scaled from a topographic map.
 LH1176
 LH1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1176.GEOID18 height accuracy estimate available here.
 LH1176
 LH1176.Click photographs - Photos may exist for this station.
 LH1176
 LH1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1176
 LH1176. The following values were computed from the NAD 83(1995) position.
 LH1176
 LH1176;                    North         East     Units Scale Factor Converg.
 LH1176;SPC NE       -    20,165.017   642,499.198   MT  0.99999885   +1 06 21.5
 LH1176;SPC NE       -    66,158.06  2,107,932.79   sFT  0.99999885   +1 06 21.5
 LH1176;UTM  14      - 4,428,254.773   557,094.916   MT  0.99964013   +0 25 48.0
 LH1176
 LH1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1176!SPC NE       -   0.99992216  x   0.99999885  =   0.99992101
 LH1176!UTM  14      -   0.99992216  x   0.99964013  =   0.99956232
 LH1176
 LH1176:                Primary Azimuth Mark                     Grid Az
 LH1176:SPC NE       -  BEEMAN RESET                             268 40 07.7
 LH1176:UTM  14      -  BEEMAN RESET                             269 20 41.2
 LH1176
 LH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5709428254(NAD 83)
 LH1176
 LH1176|---------------------------------------------------------------------|
 LH1176| PID    Reference Object                     Distance      Geod. Az  |
 LH1176|                                                           dddmmss.s |
 LH1176| CN8683 GUIDE AZ MK                                        0085209.4 |
 LH1176| CN8684 GUIDE RM 1                            5.855 METERS 07711     |
 LH1176| LH1006 BEEMAN RESET                        APPROX. 5.7 KM 2694629.2 |
 LH1176| CN8685 GUIDE RM 2                            6.035 METERS 27923     |
 LH1176|---------------------------------------------------------------------|
 LH1176
 LH1176                          SUPERSEDED SURVEY CONTROL
 LH1176
 LH1176  NAD 83(1986)-  40 00 09.19417(N)    098 19 51.97176(W) AD(       ) 1
 LH1176  NAD 27      -  40 00 09.14300(N)    098 19 50.79000(W) AD(       ) 1
 LH1176
 LH1176.Superseded values are not recommended for survey control.
 LH1176
 LH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1176.See file dsdata.pdf to determine how the superseded data were derived.
 LH1176
 LH1176_MARKER: DS = TRIANGULATION STATION DISK
 LH1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1176_STAMPING: GUIDE 1947
 LH1176_MARK LOGO: CGS
 LH1176_PROJECTION: FLUSH
 LH1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1176+STABILITY: SURFACE MOTION
 LH1176
 LH1176  HISTORY     - Date     Condition        Report By
 LH1176  HISTORY     - 1947     MONUMENTED       CGS
 LH1176  HISTORY     - 1959     GOOD             CGS
 LH1176  HISTORY     - 1975     GOOD             NGS
 LH1176
 LH1176                          STATION DESCRIPTION
 LH1176
 LH1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1176'THE STATION IS LOCATED ON THE CREST OF A NORTH-SOUTH RIDGE
 LH1176'ABOUT 5 MILES SOUTH OF GUIDE ROCK, 125 YARDS WEST OF STATE
 LH1176'HIGHWAY NO. 78, 38 FEET NORTH OF THE CENTER OF NEBRASKA-KANSAS
 LH1176'STATE LINE ROAD, 4.5 FEET SOUTH OF A WITNESS POST, AND 5.5
 LH1176'FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH WITH
 LH1176'THE SURFACE OF THE GROUND AND IS STAMPED GUIDE 1947.
 LH1176'
 LH1176'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE CENTER OF
 LH1176'NEBRASKA-KANSAS STATE LINE ROAD AND 1.0 FOOT SOUTH OF AN
 LH1176'EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1176'GUIDE NO 1 1947.
 LH1176'
 LH1176'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF
 LH1176'NEBRASKA-KANSAS STATE LINE ROAD AND 1.5 FOOT SOUTH OF AN
 LH1176'EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1176'GUIDE NO 2 1947.
 LH1176'
 LH1176'AZIMUTH MARK IS 0.3 MILE NORTH OF THE NEBRASKA-KANSAS STATE LINE,
 LH1176'39 FEET EAST OF STATE HIGHWAY NO. 78, AND 3.0 FEET WEST OF
 LH1176'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED GUIDE
 LH1176'1947.
 LH1176'
 LH1176'TO REACH THE STATION FROM GUIDE ROCK, GO SOUTH ON STATE HIGHWAY
 LH1176'NO. 78 FOR 4.7 MILES TO NEBRASKA-KANSAS STATE LINE ROAD, TURN
 LH1176'RIGHT, WEST, AND GO 0.1 MILE TO THE TOP OF A GRADE AND THE
 LH1176'STATION ON THE RIGHT AS DESCRIBED.
 LH1176'
 LH1176'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE
 LH1176'TO STATE HIGHWAY NO. 78, TURN LEFT, NORTH, AND GO 0.3 MILE TO
 LH1176'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1176'
 LH1176'A 74 FOOT SIGNAL AT BEEMAN IS VISIBLE AT 4 FEET.
 LH1176'
 LH1176'A 74 FOOT SIGNAL AT BANGERT IS VISIBLE AT 4 FEET.
 LH1176'
 LH1176'A 74 FOOT SIGNAL AT DARWIN IS VISIBLE AT 4 FEET.
 LH1176'
 LH1176'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1176
 LH1176                          STATION RECOVERY (1959)
 LH1176
 LH1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1176'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LH1176'GOOD CONDITION.  THE 1947 DESCRIPTION IS ADEQUATE.
 LH1176
 LH1176                          STATION RECOVERY (1975)
 LH1176
 LH1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1176'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LH1176'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE MONUMENT WITH
 LH1176'DISK WAS FOUND LYING ON TOP THE GROUND ON TOP OF CUT BANK ON THE
 LH1176'EAST SIDE OF STATE HIGHWAY 78.  NO OLD TIE LINES ARE VISIBLE THIS
 LH1176'DATE AND A NEW AZIMUTH MARK WAS NOT SET.
 LH1176'
 LH1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 LH1176'SOUTH OF GUIDE ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1757 ***********************************************************************
 NM1757  DESIGNATION -  GUINN
 NM1757  PID         -  NM1757
 NM1757  STATE/COUNTY-  NE/CEDAR
 NM1757  COUNTRY     -  US
 NM1757  USGS QUAD   -  LAUREL (2017)
 NM1757
 NM1757                         *CURRENT SURVEY CONTROL
 NM1757  ______________________________________________________________________
 NM1757* NAD 83(1995) POSITION- 42 26 08.38510(N) 097 03 15.00805(W)   ADJUSTED
 NM1757* NAVD 88 ORTHO HEIGHT -   493.9   (meters)     1620.    (feet) VERTCON
 NM1757  ______________________________________________________________________
 NM1757  GEOID HEIGHT    -        -25.110 (meters)                     GEOID18
 NM1757  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 NM1757  HORZ ORDER      -  FIRST
 NM1757
 NM1757.The horizontal coordinates were established by classical geodetic methods
 NM1757.and adjusted by the National Geodetic Survey in August 1997.
 NM1757
 NM1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1757
 NM1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1757.GEOID18 height accuracy estimate available here.
 NM1757
 NM1757.Click photographs - Photos may exist for this station.
 NM1757
 NM1757.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1757
 NM1757. The following values were computed from the NAD 83(1995) position.
 NM1757
 NM1757;                    North         East     Units Scale Factor Converg.
 NM1757;SPC NE       -   293,065.791   742,294.800   MT  0.99979038   +1 57 07.9
 NM1757;SPC NE       -   961,500.02  2,435,345.52   sFT  0.99979038   +1 57 07.9
 NM1757;UTM  14      - 4,699,983.356   660,048.030   MT  0.99991517   +1 18 47.7
 NM1757
 NM1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1757!SPC NE       -   0.99992648  x   0.99979038  =   0.99971688
 NM1757!UTM  14      -   0.99992648  x   0.99991517  =   0.99984166
 NM1757
 NM1757:                Primary Azimuth Mark                     Grid Az
 NM1757:SPC NE       -  RASMUSSEN RM A                           015 09 34.5
 NM1757:UTM  14      -  RASMUSSEN RM A                           015 47 54.7
 NM1757
 NM1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6004899983(NAD 83)
 NM1757
 NM1757|---------------------------------------------------------------------|
 NM1757| PID    Reference Object                     Distance      Geod. Az  |
 NM1757|                                                           dddmmss.s |
 NM1757| NM1517 RASMUSSEN RM A                      APPROX.15.5 KM 0170642.4 |
 NM1757| CO3195 GUINN RM 1                           37.973 METERS 04420     |
 NM1757| NM1735 ALLEN TANK                          APPROX.17.2 KM 0965853.0 |
 NM1757| CO3193 GUINN AZ MK                                        2041931.0 |
 NM1757| NM1758 LAUREL STANDPIPE                    APPROX. 3.1 KM 2474928.3 |
 NM1757| CO3196 GUINN RM 2                           53.050 METERS 29843     |
 NM1757| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.14.9 KM 3011759.0 |
 NM1757|---------------------------------------------------------------------|
 NM1757
 NM1757                          SUPERSEDED SURVEY CONTROL
 NM1757
 NM1757  NAD 83(1986)-  42 26 08.39104(N)    097 03 15.00291(W) AD(       ) 1
 NM1757  NAD 27      -  42 26 08.39300(N)    097 03 13.83200(W) AD(       ) 1
 NM1757  NGVD 29 (07/19/86)  493.7    (m)         1620.     (f) VERT ANG       
 NM1757
 NM1757.Superseded values are not recommended for survey control.
 NM1757
 NM1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1757.See file dsdata.pdf to determine how the superseded data were derived.
 NM1757
 NM1757_MARKER: DS = TRIANGULATION STATION DISK
 NM1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1757_STAMPING: GUINN 1935
 NM1757_MARK LOGO: CGS
 NM1757_PROJECTION: RECESSED 30 CENTIMETERS
 NM1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1757+STABILITY: SURFACE MOTION
 NM1757
 NM1757  HISTORY     - Date     Condition        Report By
 NM1757  HISTORY     - 1935     MONUMENTED       CGS
 NM1757  HISTORY     - 1940     GOOD             CGS
 NM1757  HISTORY     - 1966     GOOD             CGS
 NM1757  HISTORY     - 1971     GOOD             USGS
 NM1757
 NM1757                          STATION DESCRIPTION
 NM1757
 NM1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1757'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 2, T. 28
 NM1757'N., R. 3 E., ABOUT 1.5 MILES EAST-NORTHEAST OF LAUREL, ON A
 NM1757'SMALL KNOLL IN MR. GUINNS FIELD WHICH HAS A WINDMILL ON IT AND
 NM1757'IS ABOUT 150 METERS EAST OF HIS HOUSE.  HIGHEST POINT IN
 NM1757'IMMEDIATE VICINITY.
 NM1757'
 NM1757'REACHED FROM LAUREL (JUNCTION OF STATE HIGHWAY 15 AND U.S.
 NM1757'HIGHWAY 20 ON THE SOUTHWEST SIDE OF TOWN) BY GOING EAST ON
 NM1757'U.S. 20 FOR 2.0 MILES, OR FOR 0.8 MILE AFTER PASSING RAILROAD
 NM1757'TRACK, TURN LEFT (NORTH) ON SECTION-LINE ROAD FOR 0.8 MILE,
 NM1757'TURN RIGHT (EAST) INTO LANE AT A LARGE WHITE HOUSE (HOME OF
 NM1757'MR. GUINN) AND PASS TO SOUTH OF HOUSE AND BARN AND GO 0.1 MILE
 NM1757'TO TOP OF KNOLL, WINDMILL AND STATION.
 NM1757'
 NM1757'STATION IS 12 FEET SOUTH FROM CENTER OF WINDMILL, SET ABOUT
 NM1757'12 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1757'
 NM1757'REFERENCE MARK NO. 1 IS 37.973 METERS (114.73 FEET) NORTHEAST
 NM1757'OF STATION, AND 0.3 METER NORTH OF AN EAST-WEST FENCE LINE
 NM1757'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1757'11B.
 NM1757'
 NM1757'REFERENCE MARK NO. 2 IS 53.050 METERS (174.05 FEET) WEST-NORTHWEST
 NM1757'OF STATION, AND 0.4 METER NORTH OF AN EAST-WEST FENCE LINE,
 NM1757'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1757'
 NM1757'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST OF STATION,
 NM1757'9.5 METERS NORTHWEST OF A NARROW BRIDGE SIGN, 9 METERS NORTH
 NM1757'OF CENTERLINE OF U.S. HIGHWAY 20, 1.5 METERS WEST FROM WEST
 NM1757'POST OF GATE IN EAST-WEST FENCE LINE, AND 0.3 METERS NORTH
 NM1757'OF NORTH RIGHT-OF-WAY FENCE LINE, PROJECTING ABOUT 6 INCHES
 NM1757'ABOVE THE SURFACE OF THE GROUND.  REACHED FROM STATION BY
 NM1757'GOING EAST FOR 0.1 MILE, TURN LEFT (SOUTH) FOR 0.8 MILE, TURN
 NM1757'RIGHT (WEST) FOR 0.
 NM1757'
 NM1757'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1757
 NM1757                          STATION RECOVERY (1940)
 NM1757
 NM1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1757'STATION RECOVERED AS DESCRIBED, EXCEPT THAT U.S. HIGHWAY 20
 NM1757'HAS BEEN RELOCATED, AND THE HIGHWAY MENTIONED IN THE DIRECTIONS
 NM1757'TO REACH STATION AND DESCRIPTION OF THE AZIMUTH MARK IS STATE
 NM1757'HIGHWAY 13 INSTEAD OF U.S. HIGHWAY 20.
 NM1757'
 NM1757'STATION MARK IS 7 FEET SOUTH OF WHITE REFERENCE POST.
 NM1757'
 NM1757'AZIMUTH MARK IS 18 INCHES WEST OF WHITE REFERENCE POST.
 NM1757
 NM1757                          STATION RECOVERY (1966)
 NM1757
 NM1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1757'STATION WAS RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH
 NM1757'MARK WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 NM1757'WITH ABOUT 2 FEET OF THE MARK SHOWING AND LOOSE IN THE GROUND.  THE
 NM1757'MARK HAS BEEN DESTROYED AND A NEW AZIMUTH MARK ESTABLISHED ABOUT
 NM1757'0.2 MILE NORTH OF THE STATION.
 NM1757'
 NM1757'THE LAND ON WHICH THE STATION IS ESTABLISHED IS STILL OWNED AND
 NM1757'OCCUPIED BY A MR. CLAYTON GUINN.
 NM1757'
 NM1757'THE HORIZONTAL ANGLE TO THE REFERENCE MARKS CHECKED THE 1935 DATA
 NM1757'ADEQUATELY.
 NM1757'
 NM1757'THE REFERENCE MARKS COULD NOT BE MEASURED TO WITH A TAPE DUE TO THE
 NM1757'FIELD BEING PLANTED IN CORN.  THE CORN WAS TOO HIGH TO MEASURE
 NM1757'OVER.
 NM1757'
 NM1757'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED GUINN 1935, SET
 NM1757'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES
 NM1757'BELOW THE SURFACE OF THE GROUND.  MARK IS 82.4 FEET SOUTH OF AN
 NM1757'EAST-WEST FENCELINE AND 24 FEET SOUTHEAST OF A CONICAL SHAPED
 NM1757'CISTERN COVER WHICH IS ABOUT 7 FEET IN HEIGHT AND CONSTRUCTED OF
 NM1757'BRICK AND CEMENT.
 NM1757'
 NM1757'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GUINN NO 1 1935,
 NM1757'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 NM1757'INCHES.  MARK IS 1 FOOT NORTH OF THE EAST-WEST FENCELINE.
 NM1757'
 NM1757'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GUINN NO 2 1935,
 NM1757'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 8
 NM1757'INCHES.  MARK IS 0.8 FEET NORTH OF THE EAST-WEST FENCELINE.
 NM1757'
 NM1757'BOTH REFERENCE MARKS ARE AT THE SOUTH SIDE AND INSIDE A PASTURE.
 NM1757'
 NM1757'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GUINN 1935 AZ 2
 NM1757'1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 1
 NM1757'INCH.  MARK IS 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 NM1757'ROAD, 9.3 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 1.7 FEET
 NM1757'SOUTH-SOUTHEAST OF A FENCE CORNER, 2.1 FEET SOUTH OF A METAL
 NM1757'WITNESS POST AND 1.2 FEET EAST OF A NORTH-SOUTH FENCELINE.
 NM1757'
 NM1757'STATION IS REACHED FROM THE POST OFFICE (INTERSECTION OF 2ND AND OAK
 NM1757'STREETS) IN LAUREL.  GO SOUTH ON OAK STREET FOR 0.35 MILE TO THE
 NM1757'JUNCTION WITH STATE HIGHWAY 15.  TURN LEFT AND GO EAST ON HIGHWAY
 NM1757'15 FOR 0.65 MILE TO A FORK.  KEEP LEFT AND CONTINUE EAST, ON A
 NM1757'GRAVELED ROAD FOR 0.7 MILE TO A BRIDGE.  CROSS THE BRIDGE AND
 NM1757'CONTINUE ON THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.
 NM1757'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.85 MILE TO A
 NM1757'DRIVEWAY WHICH LEADS TO THE FARM HOME OF MR. GUINN ON THE RIGHT.
 NM1757'TURN RIGHT INTO THE DRIVEWAY AND CONTINUE EAST, PASSING TO
 NM1757'THE SOUTH SIDE OF THE HOUSE FOR 0.05 MILE TO A LARGE BARN.
 NM1757'CONTINUE EAST, PASSING TO THE SOUTH SIDE OF THE BARN AND ALONG THE
 NM1757'SOUTH SIDE OF AN EAST-WEST FENCELINE FOR ABOUT 0.1 MILE.  TURN
 NM1757'RIGHT AND GO SOUTH FOR ABOUT 80 FEET AND STATION MARK, AS
 NM1757'DESCRIBED.
 NM1757'
 NM1757'AZIMUTH MARK IS REACHED FROM THE HOME OF MR. GUINN.  GO NORTH ON THE
 NM1757'GRAVELED ROAD FOR 0.1 MILE TO A GRAVELED T-ROAD JUNCTION.  TURN
 NM1757'RIGHT AND CONTINUE EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A
 NM1757'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 NM1757'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE ROAD,
 NM1757'AS DESCRIBED.
 NM1757'
 NM1757'ALL MARKS ARE AS IN NOTES.
 NM1757'
 NM1757'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NM1757'EAST-NORTHEAST OF LAUREL.
 NM1757'
 NM1757'HEIGHT OF LIGHT ABOVE STATION MARK 87.79 FEET.
 NM1757
 NM1757                          STATION RECOVERY (1971)
 NM1757
 NM1757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1757'STATION FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M. 1 =
 NM1757'34.97 METERS.
 NM1757'
 NM1757'THE AZIMUTH MARK WAS NOT FOUND AFTER AN EXTENSIVE SEARCH.
 NM1757'
 NM1757'THE WINDMILL REFERRED TO IN THE DESCRIPTION HAS BEEN REMOVED FROM
 NM1757'SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0499 ***********************************************************************
 MN0499  DESIGNATION -  GURLEY MUNICIPAL TANK
 MN0499  PID         -  MN0499
 MN0499  STATE/COUNTY-  NE/CHEYENNE
 MN0499  COUNTRY     -  US
 MN0499  USGS QUAD   -  GURLEY (2017)
 MN0499
 MN0499                         *CURRENT SURVEY CONTROL
 MN0499  ______________________________________________________________________
 MN0499* NAD 83(1995) POSITION- 41 19 16.62370(N) 102 58 32.70119(W)   ADJUSTED
 MN0499  ______________________________________________________________________
 MN0499  GEOID HEIGHT    -        -19.784 (meters)                     GEOID18
 MN0499  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 MN0499  HORZ ORDER      -  THIRD
 MN0499
 MN0499.The horizontal coordinates were established by classical geodetic methods
 MN0499.and adjusted by the National Geodetic Survey in August 1997.
 MN0499
 MN0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0499.GEOID18 height accuracy estimate available here.
 MN0499
 MN0499.Click photographs - Photos may exist for this station.
 MN0499
 MN0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0499
 MN0499. The following values were computed from the NAD 83(1995) position.
 MN0499
 MN0499;                    North         East     Units Scale Factor Converg.
 MN0499;SPC NE       -   169,486.020   250,987.326   MT  0.99966376   -1 58 19.3
 MN0499;SPC NE       -   556,055.38    823,447.59   sFT  0.99966376   -1 58 19.3
 MN0499;UTM  13      - 4,576,400.166   669,417.721   MT  0.99995325   +1 20 12.8
 MN0499
 MN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6941776400(NAD 83)
 MN0499
 MN0499                          SUPERSEDED SURVEY CONTROL
 MN0499
 MN0499  NAD 83(1993)-  41 19 16.62321(N)    102 58 32.70120(W) AD(       ) 3
 MN0499  NAD 83(1986)-  41 19 16.61667(N)    102 58 32.70189(W) AD(       ) 3
 MN0499  NAD 27      -  41 19 16.68500(N)    102 58 30.97000(W) AD(       ) 3
 MN0499
 MN0499.Superseded values are not recommended for survey control.
 MN0499
 MN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0499.See file dsdata.pdf to determine how the superseded data were derived.
 MN0499
 MN0499_MARKER: 53 = ELEVATED TANK
 MN0499
 MN0499  HISTORY     - Date     Condition        Report By
 MN0499  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0499
 MN0499                          STATION DESCRIPTION
 MN0499
 MN0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0499'THE STATION IS IN THE WEST CENTRAL AREA OF GURLEY.  THE STATION
 MN0499'IS THE CENTER OF A BALL LOCATED ON THE TOP OF THE TANK.  THE
 MN0499'TANK IS AN ELEVATED STRUCTURE, SUPPORTED UPON FOUR LEGS AND
 MN0499'PAINTED SILVER.  IT IS ABOUT 80 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0498 ***********************************************************************
 MN0498  DESIGNATION -  GURLEY PLATTE PLINE CO RAD MST
 MN0498  PID         -  MN0498
 MN0498  STATE/COUNTY-  NE/CHEYENNE
 MN0498  COUNTRY     -  US
 MN0498  USGS QUAD   -  GURLEY (2017)
 MN0498
 MN0498                         *CURRENT SURVEY CONTROL
 MN0498  ______________________________________________________________________
 MN0498* NAD 83(1995) POSITION- 41 19 20.70942(N) 102 52 32.07083(W)   ADJUSTED
 MN0498  ______________________________________________________________________
 MN0498  GEOID HEIGHT    -        -19.840 (meters)                     GEOID18
 MN0498  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 MN0498  HORZ ORDER      -  THIRD
 MN0498
 MN0498.The horizontal coordinates were established by classical geodetic methods
 MN0498.and adjusted by the National Geodetic Survey in August 1997.
 MN0498
 MN0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0498.GEOID18 height accuracy estimate available here.
 MN0498
 MN0498.Click photographs - Photos may exist for this station.
 MN0498
 MN0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0498
 MN0498. The following values were computed from the NAD 83(1995) position.
 MN0498
 MN0498;                    North         East     Units Scale Factor Converg.
 MN0498;SPC NE       -   169,328.288   259,371.087   MT  0.99966370   -1 54 20.3
 MN0498;SPC NE       -   555,537.89    850,953.31   sFT  0.99966370   -1 54 20.3
 MN0498;UTM  13      - 4,576,726.691   677,799.185   MT  0.99998906   +1 24 11.2
 MN0498
 MN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7779976726(NAD 83)
 MN0498
 MN0498                          SUPERSEDED SURVEY CONTROL
 MN0498
 MN0498  NAD 83(1993)-  41 19 20.70911(N)    102 52 32.07099(W) AD(       ) 3
 MN0498  NAD 83(1986)-  41 19 20.70300(N)    102 52 32.07213(W) AD(       ) 3
 MN0498  NAD 27      -  41 19 20.76900(N)    102 52 30.34700(W) AD(       ) 3
 MN0498
 MN0498.Superseded values are not recommended for survey control.
 MN0498
 MN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0498.See file dsdata.pdf to determine how the superseded data were derived.
 MN0498
 MN0498_MARKER: 42 = RADIO/TV MAST
 MN0498
 MN0498  HISTORY     - Date     Condition        Report By
 MN0498  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0498
 MN0498                          STATION DESCRIPTION
 MN0498
 MN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0498'THE STATION IS LOCATED AT THE PLATTE PIPE LINE COMPANY STORAGE
 MN0498'AND PUMPING PLANT 5 MILES EAST OF GURLEY.
 MN0498'
 MN0498'THE STATION IS THE CENTER OF THE RADIO MAST WHICH IS CONSTRUCTED
 MN0498'OF TUBULAR STEEL, IS TRIANGULAR IN SHAPE, UNPAINTED AND STANDS
 MN0498'120 FEET IN HEIGHT.  THE MAST SUPPORTS TWO RELAY DISHES AT
 MN0498'ITS TOP AND IS UNLIGHTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0160 ***********************************************************************
 MN0160  DESIGNATION -  H 10
 MN0160  PID         -  MN0160
 MN0160  STATE/COUNTY-  NE/MORRILL
 MN0160  COUNTRY     -  US
 MN0160  USGS QUAD   -  ANGORA SE (2017)
 MN0160
 MN0160                         *CURRENT SURVEY CONTROL
 MN0160  ______________________________________________________________________
 MN0160* NAD 83(1986) POSITION- 41 51 06.     (N) 103 07 25.     (W)   SCALED
 MN0160* NAVD 88 ORTHO HEIGHT -  1300.078 (meters)     4265.34  (feet) ADJUSTED
 MN0160  ______________________________________________________________________
 MN0160  GEOID HEIGHT    -        -19.223 (meters)                     GEOID18
 MN0160  DYNAMIC HEIGHT  -       1299.235 (meters)     4262.57  (feet) COMP
 MN0160  MODELED GRAVITY -    979,929.1   (mgal)                       NAVD 88
 MN0160
 MN0160  VERT ORDER      -  FIRST     CLASS II
 MN0160
 MN0160.The horizontal coordinates were scaled from a map and have
 MN0160.an estimated accuracy of +/- 6 seconds.
 MN0160
 MN0160.The orthometric height was determined by differential leveling and
 MN0160.adjusted by the NATIONAL GEODETIC SURVEY
 MN0160.in June 1991.
 MN0160
 MN0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0160.GEOID18 height accuracy estimate available here.
 MN0160
 MN0160.Click photographs - Photos may exist for this station.
 MN0160
 MN0160.The dynamic height is computed by dividing the NAVD 88
 MN0160.geopotential number by the normal gravity value computed on the
 MN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0160.degrees latitude (g = 980.6199 gals.).
 MN0160
 MN0160.The modeled gravity was interpolated from observed gravity values.
 MN0160
 MN0160;                    North         East    Units  Estimated Accuracy
 MN0160;SPC NE       -   228,770.      240,750.      MT  (+/- 180 meters Scaled)
 MN0160
 MN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG557350(NAD 83)
 MN0160
 MN0160                          SUPERSEDED SURVEY CONTROL
 MN0160
 MN0160  NGVD 29 (??/??/92) 1299.425  (m)         4263.20   (f) ADJ UNCH    1 2
 MN0160
 MN0160.Superseded values are not recommended for survey control.
 MN0160
 MN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0160.See file dsdata.pdf to determine how the superseded data were derived.
 MN0160
 MN0160_MARKER: DB = BENCH MARK DISK
 MN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0160_STAMPING: H 10 1933 4262.977
 MN0160_MARK LOGO: CGS
 MN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0160+STABILITY: SURFACE MOTION
 MN0160
 MN0160  HISTORY     - Date     Condition        Report By
 MN0160  HISTORY     - 1933     MONUMENTED       CGS
 MN0160  HISTORY     - 1956     GOOD             CGS
 MN0160  HISTORY     - 1985     GOOD             NGS
 MN0160  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0160
 MN0160                          STATION DESCRIPTION
 MN0160
 MN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0160'0.1 MI N FROM ANGORA.
 MN0160'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0160'FROM THE STATION AT ANGORA, 64 FEET SOUTHWEST OF THE CENTER OF
 MN0160'A ROAD CROSSING, 33 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MN0160'19 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 26 FEET SOUTHWEST
 MN0160'OF A SWITCH STAND, 1 FOOT NORTH OF A WITNESS POST, SET IN THE
 MN0160'TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE
 MN0160'GROUND, IN SECTION 28, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0160
 MN0160                          STATION RECOVERY (1985)
 MN0160
 MN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0160'RECOVERED IN GOOD CONDITION.
 MN0160
 MN0160                          STATION RECOVERY (1985)
 MN0160
 MN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0160'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0355 ***********************************************************************
 NP0355  DESIGNATION -  H 11
 NP0355  PID         -  NP0355
 NP0355  STATE/COUNTY-  NE/BOX BUTTE
 NP0355  COUNTRY     -  US
 NP0355  USGS QUAD   -  NONPAREIL (2017)
 NP0355
 NP0355                         *CURRENT SURVEY CONTROL
 NP0355  ______________________________________________________________________
 NP0355* NAD 83(1986) POSITION- 42 22 20.     (N) 103 10 54.     (W)   SCALED
 NP0355* NAVD 88 ORTHO HEIGHT -  1332.461 (meters)     4371.58  (feet) ADJUSTED
 NP0355  ______________________________________________________________________
 NP0355  GEOID HEIGHT    -        -18.185 (meters)                     GEOID18
 NP0355  DYNAMIC HEIGHT  -       1331.667 (meters)     4368.98  (feet) COMP
 NP0355  MODELED GRAVITY -    979,979.1   (mgal)                       NAVD 88
 NP0355
 NP0355  VERT ORDER      -  FIRST     CLASS II
 NP0355
 NP0355.The horizontal coordinates were scaled from a map and have
 NP0355.an estimated accuracy of +/- 6 seconds.
 NP0355
 NP0355.The orthometric height was determined by differential leveling and
 NP0355.adjusted by the NATIONAL GEODETIC SURVEY
 NP0355.in June 1991.
 NP0355
 NP0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0355.GEOID18 height accuracy estimate available here.
 NP0355
 NP0355.Click photographs - Photos may exist for this station.
 NP0355
 NP0355.The dynamic height is computed by dividing the NAVD 88
 NP0355.geopotential number by the normal gravity value computed on the
 NP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0355.degrees latitude (g = 980.6199 gals.).
 NP0355
 NP0355.The modeled gravity was interpolated from observed gravity values.
 NP0355
 NP0355;                    North         East    Units  Estimated Accuracy
 NP0355;SPC NE       -   286,710.      238,060.      MT  (+/- 180 meters Scaled)
 NP0355
 NP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG497927(NAD 83)
 NP0355
 NP0355                          SUPERSEDED SURVEY CONTROL
 NP0355
 NP0355  NGVD 29 (??/??/92) 1331.795  (m)         4369.40   (f) ADJ UNCH    1 2
 NP0355
 NP0355.Superseded values are not recommended for survey control.
 NP0355
 NP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0355.See file dsdata.pdf to determine how the superseded data were derived.
 NP0355
 NP0355_MARKER: DB = BENCH MARK DISK
 NP0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0355_STAMPING: H 11 1933 4369.004
 NP0355_MARK LOGO: CGS
 NP0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0355+STABILITY: SURFACE MOTION
 NP0355
 NP0355  HISTORY     - Date     Condition        Report By
 NP0355  HISTORY     - 1933     MONUMENTED       CGS
 NP0355  HISTORY     - 1956     GOOD             CGS
 NP0355  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0355
 NP0355                          STATION DESCRIPTION
 NP0355
 NP0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0355'6.4 MI NW FROM HEMINGFORD.
 NP0355'6.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0355'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES NORTHWEST OF THE
 NP0355'STATION SIGN AT NONPARIEL, 6 POLES NORTHWEST OF MILEPOST 391,
 NP0355'120 FEET EAST OF THE EAST CORNER OF A GRAIN ELEVATOR, 36 FEET
 NP0355'NORTH OF THE CENTER OF A ROAD CROSSING, 20.5 FEET NORTHEAST
 NP0355'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 2 FEET SOUTHEAST OF A
 NP0355'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0355'0.1 FOOT ABOVE THE GROUND, IN SECTION 29, TOWNSHIP 28 NORTH,
 NP0355'RANGE 50 WEST.
 NP0355
 NP0355                          STATION RECOVERY (1985)
 NP0355
 NP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0355'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0366 ***********************************************************************
 ML0366  DESIGNATION -  H 117
 ML0366  PID         -  ML0366
 ML0366  STATE/COUNTY-  NE/HOWARD
 ML0366  COUNTRY     -  US
 ML0366  USGS QUAD   -  NYSTED (2017)
 ML0366
 ML0366                         *CURRENT SURVEY CONTROL
 ML0366  ______________________________________________________________________
 ML0366* NAD 83(1986) POSITION- 41 13 10.     (N) 098 30 30.     (W)   SCALED
 ML0366* NAVD 88 ORTHO HEIGHT -   579.959 (meters)     1902.75  (feet) ADJUSTED
 ML0366  ______________________________________________________________________
 ML0366  GEOID HEIGHT    -        -24.575 (meters)                     GEOID18
 ML0366  DYNAMIC HEIGHT  -        579.671 (meters)     1901.80  (feet) COMP
 ML0366  MODELED GRAVITY -    980,107.2   (mgal)                       NAVD 88
 ML0366
 ML0366  VERT ORDER      -  SECOND    CLASS 0
 ML0366
 ML0366.The horizontal coordinates were scaled from a map and have
 ML0366.an estimated accuracy of +/- 6 seconds.
 ML0366
 ML0366.The orthometric height was determined by differential leveling and
 ML0366.adjusted by the NATIONAL GEODETIC SURVEY
 ML0366.in June 1991.
 ML0366
 ML0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0366.GEOID18 height accuracy estimate available here.
 ML0366
 ML0366.Click photographs - Photos may exist for this station.
 ML0366
 ML0366.The dynamic height is computed by dividing the NAVD 88
 ML0366.geopotential number by the normal gravity value computed on the
 ML0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0366.degrees latitude (g = 980.6199 gals.).
 ML0366
 ML0366.The modeled gravity was interpolated from observed gravity values.
 ML0366
 ML0366;                    North         East    Units  Estimated Accuracy
 ML0366;SPC NE       -   154,970.      625,040.      MT  (+/- 180 meters Scaled)
 ML0366
 ML0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL412632(NAD 83)
 ML0366
 ML0366                          SUPERSEDED SURVEY CONTROL
 ML0366
 ML0366  NGVD 29 (??/??/92)  579.715  (m)         1901.95   (f) ADJ UNCH    2 0
 ML0366
 ML0366.Superseded values are not recommended for survey control.
 ML0366
 ML0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0366.See file dsdata.pdf to determine how the superseded data were derived.
 ML0366
 ML0366_MARKER: DB = BENCH MARK DISK
 ML0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0366_STAMPING: H 117 1935
 ML0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0366+STABILITY: SURFACE MOTION
 ML0366
 ML0366  HISTORY     - Date     Condition        Report By
 ML0366  HISTORY     - 1935     MONUMENTED       CGS
 ML0366  HISTORY     - 1942     GOOD             CGS
 ML0366
 ML0366                          STATION DESCRIPTION
 ML0366
 ML0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 ML0366'2.7 MI W FROM ST PAUL.
 ML0366'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0366'FROM THE STATION AT ST. PAUL, HOWARD COUNTY, 540 FEET WEST OF
 ML0366'MILEPOST 13, AND 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 ML0366'TRACK.  A STANDARD DISK, STAMPED H 117 1935 AND SET IN THE TOP
 ML0366'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0075 ***********************************************************************
 ML0075  DESIGNATION -  H 118
 ML0075  PID         -  ML0075
 ML0075  STATE/COUNTY-  NE/GREELEY
 ML0075  COUNTRY     -  US
 ML0075  USGS QUAD   -  SPALDING SW (2017)
 ML0075
 ML0075                         *CURRENT SURVEY CONTROL
 ML0075  ______________________________________________________________________
 ML0075* NAD 83(1986) POSITION- 41 32 07.     (N) 098 25 30.     (W)   SCALED
 ML0075* NAVD 88 ORTHO HEIGHT -   605.078 (meters)     1985.16  (feet) ADJUSTED
 ML0075  ______________________________________________________________________
 ML0075  GEOID HEIGHT    -        -24.419 (meters)                     GEOID18
 ML0075  DYNAMIC HEIGHT  -        604.791 (meters)     1984.22  (feet) COMP
 ML0075  MODELED GRAVITY -    980,128.0   (mgal)                       NAVD 88
 ML0075
 ML0075  VERT ORDER      -  SECOND    CLASS 0
 ML0075
 ML0075.The horizontal coordinates were scaled from a map and have
 ML0075.an estimated accuracy of +/- 6 seconds.
 ML0075
 ML0075.The orthometric height was determined by differential leveling and
 ML0075.adjusted by the NATIONAL GEODETIC SURVEY
 ML0075.in June 1991.
 ML0075
 ML0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0075.GEOID18 height accuracy estimate available here.
 ML0075
 ML0075.Click photographs - Photos may exist for this station.
 ML0075
 ML0075.The dynamic height is computed by dividing the NAVD 88
 ML0075.geopotential number by the normal gravity value computed on the
 ML0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0075.degrees latitude (g = 980.6199 gals.).
 ML0075
 ML0075.The modeled gravity was interpolated from observed gravity values.
 ML0075
 ML0075;                    North         East    Units  Estimated Accuracy
 ML0075;SPC NE       -   190,160.      631,380.      MT  (+/- 180 meters Scaled)
 ML0075
 ML0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479983(NAD 83)
 ML0075
 ML0075                          SUPERSEDED SURVEY CONTROL
 ML0075
 ML0075  NGVD 29 (??/??/92)  604.841  (m)         1984.38   (f) ADJ UNCH    2 0
 ML0075
 ML0075.Superseded values are not recommended for survey control.
 ML0075
 ML0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0075.See file dsdata.pdf to determine how the superseded data were derived.
 ML0075
 ML0075_MARKER: DB = BENCH MARK DISK
 ML0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0075_STAMPING: H 118 1935
 ML0075_MARK LOGO: CGS
 ML0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0075+STABILITY: SURFACE MOTION
 ML0075
 ML0075  HISTORY     - Date     Condition        Report By
 ML0075  HISTORY     - 1935     MONUMENTED       CGS
 ML0075  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0075
 ML0075                          STATION DESCRIPTION
 ML0075
 ML0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0075'12.8 MI S FROM SPALDING.
 ML0075'12.75 MILES SOUTH OF POSTOFFICE.  13.6 MI. S OF UP RY STA.  ALONG
 ML0075'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, ABOUT 0.2
 ML0075'MILES SOUTH OF JUNCTION WITH STATE HIGHWAY 56, 30.3 FEET WEST
 ML0075'OF THE CENTER LINE OF U.S. HIGHWAY 281, 2 FEET SOUTH OF THE
 ML0075'LINE FENCE, 1.5 FEET WEST OF THE RIGHT OF WAY FENCE, AT ENTRANCE
 ML0075'TO FIELD.
 ML0075
 ML0075                          STATION RECOVERY (1954)
 ML0075
 ML0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0074 ***********************************************************************
 MM0074  DESIGNATION -  H 119
 MM0074  PID         -  MM0074
 MM0074  STATE/COUNTY-  NE/CUSTER
 MM0074  COUNTRY     -  US
 MM0074  USGS QUAD   -  ODENCRANZE TABLE NORTH (2017)
 MM0074
 MM0074                         *CURRENT SURVEY CONTROL
 MM0074  ______________________________________________________________________
 MM0074* NAD 83(1986) POSITION- 41 11 58.     (N) 100 11 55.     (W)   SCALED
 MM0074* NAVD 88 ORTHO HEIGHT -   907.116 (meters)     2976.10  (feet) ADJUSTED
 MM0074  ______________________________________________________________________
 MM0074  GEOID HEIGHT    -        -22.339 (meters)                     GEOID18
 MM0074  DYNAMIC HEIGHT  -        906.598 (meters)     2974.40  (feet) COMP
 MM0074  MODELED GRAVITY -    980,021.6   (mgal)                       NAVD 88
 MM0074
 MM0074  VERT ORDER      -  SECOND    CLASS 0
 MM0074
 MM0074.The horizontal coordinates were scaled from a map and have
 MM0074.an estimated accuracy of +/- 6 seconds.
 MM0074
 MM0074.The orthometric height was determined by differential leveling and
 MM0074.adjusted by the NATIONAL GEODETIC SURVEY
 MM0074.in June 1991.
 MM0074
 MM0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0074.GEOID18 height accuracy estimate available here.
 MM0074
 MM0074.Click photographs - Photos may exist for this station.
 MM0074
 MM0074.The dynamic height is computed by dividing the NAVD 88
 MM0074.geopotential number by the normal gravity value computed on the
 MM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0074.degrees latitude (g = 980.6199 gals.).
 MM0074
 MM0074.The modeled gravity was interpolated from observed gravity values.
 MM0074
 MM0074;                    North         East    Units  Estimated Accuracy
 MM0074;SPC NE       -   151,690.      483,350.      MT  (+/- 180 meters Scaled)
 MM0074
 MM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL994615(NAD 83)
 MM0074
 MM0074                          SUPERSEDED SURVEY CONTROL
 MM0074
 MM0074  NGVD 29 (??/??/92)  906.841  (m)         2975.19   (f) ADJ UNCH    2 0
 MM0074
 MM0074.Superseded values are not recommended for survey control.
 MM0074
 MM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0074.See file dsdata.pdf to determine how the superseded data were derived.
 MM0074
 MM0074_MARKER: DB = BENCH MARK DISK
 MM0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0074_STAMPING: H 119 1934
 MM0074_MARK LOGO: CGS
 MM0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0074+STABILITY: SURFACE MOTION
 MM0074
 MM0074  HISTORY     - Date     Condition        Report By
 MM0074  HISTORY     - 1934     MONUMENTED       CGS
 MM0074  HISTORY     - 1939     GOOD             CGS
 MM0074  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0074
 MM0074                          STATION DESCRIPTION
 MM0074
 MM0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0074'20.2 MI N FROM GOTHENBURG.
 MM0074'IN CUSTER COUNTY, 20.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0074'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, 7 FEET SOUTHEAST OF
 MM0074'THE SOUTHEAST CORNER OF A SCHOOL, ABOUT 147 FEET WEST OF A CORNER
 MM0074'FENCE POST, AND 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0074'STANDARD DISK, STAMPED H 119 1934 AND SET IN THE TOP OF A CONCRETE
 MM0074'POST.
 MM0074
 MM0074                          STATION RECOVERY (1972)
 MM0074
 MM0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0005 ***********************************************************************
 LG0005  DESIGNATION -  H 12
 LG0005  PID         -  LG0005
 LG0005  STATE/COUNTY-  NE/OTOE
 LG0005  COUNTRY     -  US
 LG0005  USGS QUAD   -  DUNBAR (2017)
 LG0005
 LG0005                         *CURRENT SURVEY CONTROL
 LG0005  ______________________________________________________________________
 LG0005* NAD 83(1986) POSITION- 40 40 05.     (N) 096 02 59.     (W)   SCALED
 LG0005* NAVD 88 ORTHO HEIGHT -   329.124 (meters)     1079.80  (feet) ADJUSTED
 LG0005  ______________________________________________________________________
 LG0005  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 LG0005  DYNAMIC HEIGHT  -        328.953 (meters)     1079.24  (feet) COMP
 LG0005  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 LG0005
 LG0005  VERT ORDER      -  FIRST     CLASS II
 LG0005
 LG0005.The horizontal coordinates were scaled from a map and have
 LG0005.an estimated accuracy of +/- 6 seconds.
 LG0005
 LG0005.The orthometric height was determined by differential leveling and
 LG0005.adjusted by the NATIONAL GEODETIC SURVEY
 LG0005.in June 1991.
 LG0005
 LG0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0005.GEOID18 height accuracy estimate available here.
 LG0005
 LG0005.Click photographs - Photos may exist for this station.
 LG0005
 LG0005.The dynamic height is computed by dividing the NAVD 88
 LG0005.geopotential number by the normal gravity value computed on the
 LG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0005.degrees latitude (g = 980.6199 gals.).
 LG0005
 LG0005.The modeled gravity was interpolated from observed gravity values.
 LG0005
 LG0005;                    North         East    Units  Estimated Accuracy
 LG0005;SPC NE       -   100,310.      833,820.      MT  (+/- 180 meters Scaled)
 LG0005
 LG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL493060(NAD 83)
 LG0005
 LG0005                          SUPERSEDED SURVEY CONTROL
 LG0005
 LG0005  NGVD 29 (??/??/92)  329.005  (m)         1079.41   (f) ADJ UNCH    1 2
 LG0005
 LG0005.Superseded values are not recommended for survey control.
 LG0005
 LG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0005.See file dsdata.pdf to determine how the superseded data were derived.
 LG0005
 LG0005_MARKER: DB = BENCH MARK DISK
 LG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0005_STAMPING: H 12 1933 1078.925
 LG0005_MARK LOGO: CGS
 LG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0005+STABILITY: SURFACE MOTION
 LG0005
 LG0005  HISTORY     - Date     Condition        Report By
 LG0005  HISTORY     - 1933     MONUMENTED       CGS
 LG0005  HISTORY     - 1947     GOOD             CGS
 LG0005  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0005
 LG0005                          STATION DESCRIPTION
 LG0005
 LG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0005'1.6 MI W FROM DUNBAR.
 LG0005'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0005'FROM THE STATION AT DUNBAR, 139.6 FEET NORTHWEST OF THE NORTH
 LG0005'HEADWALL OF A SMALL CONCRETE CULVERT UNDER STATE HIGHWAY 2, 171.0
 LG0005'FEET WEST OF THE CENTER LINE OF THE ROAD AT A POINT WHERE IT
 LG0005'CROSSES THE RAILROAD, 47.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 LG0005'ROAD, 42.1 FEET NORTHWEST OF THE NORTH RAIL, 38.9 FEET WEST
 LG0005'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0005'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LG0005
 LG0005                          STATION RECOVERY (1964)
 LG0005
 LG0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0038 ***********************************************************************
 MM0038  DESIGNATION -  H 120
 MM0038  PID         -  MM0038
 MM0038  STATE/COUNTY-  NE/LOGAN
 MM0038  COUNTRY     -  US
 MM0038  USGS QUAD   -  GANDY (2017)
 MM0038
 MM0038                         *CURRENT SURVEY CONTROL
 MM0038  ______________________________________________________________________
 MM0038* NAD 83(1986) POSITION- 41 29 50.     (N) 100 24 52.     (W)   SCALED
 MM0038* NAVD 88 ORTHO HEIGHT -   864.462 (meters)     2836.16  (feet) ADJUSTED
 MM0038  ______________________________________________________________________
 MM0038  GEOID HEIGHT    -        -21.847 (meters)                     GEOID18
 MM0038  DYNAMIC HEIGHT  -        863.997 (meters)     2834.63  (feet) COMP
 MM0038  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 MM0038
 MM0038  VERT ORDER      -  SECOND    CLASS 0
 MM0038
 MM0038.The horizontal coordinates were scaled from a map and have
 MM0038.an estimated accuracy of +/- 6 seconds.
 MM0038
 MM0038.The orthometric height was determined by differential leveling and
 MM0038.adjusted by the NATIONAL GEODETIC SURVEY
 MM0038.in June 1991.
 MM0038
 MM0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0038.GEOID18 height accuracy estimate available here.
 MM0038
 MM0038.Click photographs - Photos may exist for this station.
 MM0038
 MM0038.The dynamic height is computed by dividing the NAVD 88
 MM0038.geopotential number by the normal gravity value computed on the
 MM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0038.degrees latitude (g = 980.6199 gals.).
 MM0038
 MM0038.The modeled gravity was interpolated from observed gravity values.
 MM0038
 MM0038;                    North         East    Units  Estimated Accuracy
 MM0038;SPC NE       -   184,820.      465,410.      MT  (+/- 180 meters Scaled)
 MM0038
 MM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL819949(NAD 83)
 MM0038
 MM0038                          SUPERSEDED SURVEY CONTROL
 MM0038
 MM0038  NGVD 29 (??/??/92)  864.176  (m)         2835.22   (f) ADJ UNCH    2 0
 MM0038
 MM0038.Superseded values are not recommended for survey control.
 MM0038
 MM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0038.See file dsdata.pdf to determine how the superseded data were derived.
 MM0038
 MM0038_MARKER: DB = BENCH MARK DISK
 MM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0038_STAMPING: H 120 1934
 MM0038_MARK LOGO: CGS
 MM0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0038+STABILITY: SURFACE MOTION
 MM0038
 MM0038  HISTORY     - Date     Condition        Report By
 MM0038  HISTORY     - 1934     MONUMENTED       CGS
 MM0038  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0038
 MM0038                          STATION DESCRIPTION
 MM0038
 MM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0038'5.2 MI SE FROM STAPLETON.
 MM0038'ABOUT 5.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 MM0038'FROM THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 5 POLES
 MM0038'WEST OF MILEPOST 97, 42.7 FEET NORTH OF THE NORTH RAIL OF
 MM0038'THE MAIN TRACK, AND 28.9 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MM0038'FENCE.  A STANDARD DISK, STAMPED H 120 1934 AND SET IN THE
 MM0038'TOP OF A CONCRETE POST.
 MM0038
 MM0038                          STATION RECOVERY (1972)
 MM0038
 MM0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0551 ***********************************************************************
 ML0551  DESIGNATION -  H 121
 ML0551  PID         -  ML0551
 ML0551  STATE/COUNTY-  NE/WHEELER
 ML0551  COUNTRY     -  US
 ML0551  USGS QUAD   -  BARTLETT (2017)
 ML0551
 ML0551                         *CURRENT SURVEY CONTROL
 ML0551  ______________________________________________________________________
 ML0551* NAD 83(1986) POSITION- 41 57 07.     (N) 098 32 52.     (W)   SCALED
 ML0551* NAVD 88 ORTHO HEIGHT -   643.291 (meters)     2110.53  (feet) ADJUSTED
 ML0551  ______________________________________________________________________
 ML0551  GEOID HEIGHT    -        -24.094 (meters)                     GEOID18
 ML0551  DYNAMIC HEIGHT  -        643.010 (meters)     2109.61  (feet) COMP
 ML0551  MODELED GRAVITY -    980,164.6   (mgal)                       NAVD 88
 ML0551
 ML0551  VERT ORDER      -  SECOND    CLASS 0
 ML0551
 ML0551.The horizontal coordinates were scaled from a map and have
 ML0551.an estimated accuracy of +/- 6 seconds.
 ML0551
 ML0551.The orthometric height was determined by differential leveling and
 ML0551.adjusted by the NATIONAL GEODETIC SURVEY
 ML0551.in June 1991.
 ML0551
 ML0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0551.GEOID18 height accuracy estimate available here.
 ML0551
 ML0551.Click photographs - Photos may exist for this station.
 ML0551
 ML0551.The dynamic height is computed by dividing the NAVD 88
 ML0551.geopotential number by the normal gravity value computed on the
 ML0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0551.degrees latitude (g = 980.6199 gals.).
 ML0551
 ML0551.The modeled gravity was interpolated from observed gravity values.
 ML0551
 ML0551;                    North         East    Units  Estimated Accuracy
 ML0551;SPC NE       -   236,230.      620,370.      MT  (+/- 180 meters Scaled)
 ML0551
 ML0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM374445(NAD 83)
 ML0551
 ML0551                          SUPERSEDED SURVEY CONTROL
 ML0551
 ML0551  NGVD 29 (??/??/92)  643.066  (m)         2109.79   (f) ADJ UNCH    2 0
 ML0551
 ML0551.Superseded values are not recommended for survey control.
 ML0551
 ML0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0551.See file dsdata.pdf to determine how the superseded data were derived.
 ML0551
 ML0551_MARKER: DB = BENCH MARK DISK
 ML0551_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0551_STAMPING: H 121 1935
 ML0551_MARK LOGO: CGS
 ML0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0551
 ML0551  HISTORY     - Date     Condition        Report By
 ML0551  HISTORY     - 1935     MONUMENTED       CGS
 ML0551  HISTORY     - 1938     GOOD             CGS
 ML0551
 ML0551                          STATION DESCRIPTION
 ML0551
 ML0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0551'4.8 MI N FROM BARTLETT.
 ML0551'4.8 MILES NORTH OF THE COURTHOUSE AT BARTLETT, ALONG U.S. HIGHWAY
 ML0551'NO. 281 AND STATE HIGHWAY NO. 53 BETWEEN BARTELTT AND ONEILL, 28
 ML0551'FEET EAST OF THE CENTER OF THE HIGHWAYS, 2.0 FEET WEST OF THE
 ML0551'RIGHT OF WAY FENCE, 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.  A
 ML0551'STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0393 ***********************************************************************
 ML0393  DESIGNATION -  H 122
 ML0393  PID         -  ML0393
 ML0393  STATE/COUNTY-  NE/SHERMAN
 ML0393  COUNTRY     -  US
 ML0393  USGS QUAD   -  RAVENNA (2017)
 ML0393
 ML0393                         *CURRENT SURVEY CONTROL
 ML0393  ______________________________________________________________________
 ML0393* NAD 83(1986) POSITION- 41 02 50.     (N) 098 56 21.     (W)   SCALED
 ML0393* NAVD 88 ORTHO HEIGHT -   634.335 (meters)     2081.15  (feet) ADJUSTED
 ML0393  ______________________________________________________________________
 ML0393  GEOID HEIGHT    -        -24.152 (meters)                     GEOID18
 ML0393  DYNAMIC HEIGHT  -        633.999 (meters)     2080.05  (feet) COMP
 ML0393  MODELED GRAVITY -    980,073.7   (mgal)                       NAVD 88
 ML0393
 ML0393  VERT ORDER      -  SECOND    CLASS 0
 ML0393
 ML0393.The horizontal coordinates were scaled from a map and have
 ML0393.an estimated accuracy of +/- 6 seconds.
 ML0393
 ML0393.The orthometric height was determined by differential leveling and
 ML0393.adjusted by the NATIONAL GEODETIC SURVEY
 ML0393.in June 1991.
 ML0393
 ML0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0393.GEOID18 height accuracy estimate available here.
 ML0393
 ML0393.Click photographs - Photos may exist for this station.
 ML0393
 ML0393.The dynamic height is computed by dividing the NAVD 88
 ML0393.geopotential number by the normal gravity value computed on the
 ML0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0393.degrees latitude (g = 980.6199 gals.).
 ML0393
 ML0393.The modeled gravity was interpolated from observed gravity values.
 ML0393
 ML0393;                    North         East    Units  Estimated Accuracy
 ML0393;SPC NE       -   135,320.      589,160.      MT  (+/- 180 meters Scaled)
 ML0393
 ML0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL051440(NAD 83)
 ML0393
 ML0393                          SUPERSEDED SURVEY CONTROL
 ML0393
 ML0393  NGVD 29 (??/??/92)  634.096  (m)         2080.36   (f) ADJ UNCH    2 0
 ML0393
 ML0393.Superseded values are not recommended for survey control.
 ML0393
 ML0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0393.See file dsdata.pdf to determine how the superseded data were derived.
 ML0393
 ML0393_MARKER: DB = BENCH MARK DISK
 ML0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0393_STAMPING: H 122 1935
 ML0393_MARK LOGO: CGS
 ML0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0393+STABILITY: SURFACE MOTION
 ML0393
 ML0393  HISTORY     - Date     Condition        Report By
 ML0393  HISTORY     - 1935     MONUMENTED       CGS
 ML0393  HISTORY     - 1949     GOOD             CGS
 ML0393  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0393
 ML0393                          STATION DESCRIPTION
 ML0393
 ML0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0393'3.7 MI E FROM SWEETWATER.
 ML0393'IN SHERMAN COUNTY, 1.4 MILES NORTH ALONG STATE HIGHWAY 68 FROM
 ML0393'THE POST OFFICE AT RAVENNA, SHERMAN COUNTY, THENCE 1.4 MILES
 ML0393'WEST ALONG STATE HIGHWAY 45, 3.7 FEET EAST OF THE POST OFFICE
 ML0393'AT SWEETWATER, BUFFALO COUNTY, AT A ROAD JUNCTION, 47 FEET NORTH
 ML0393'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 ML0393'LINE OF THE ROAD 24 FET NORTHWEST OF THE WEST END OF A
 ML0393'CONCRETE CULVERT, AND 15 FEET NORTH OF A FENCE CORNER, AND
 ML0393'SET IN TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS
 ML0393'ALSO LOCATED 2.8 MILES NORTHWEST OF THE POST OFFICE AT RAVENNA.
 ML0393
 ML0393                          STATION RECOVERY (1995)
 ML0393
 ML0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0393'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0347 ***********************************************************************
 ML0347  DESIGNATION -  H 125
 ML0347  PID         -  ML0347
 ML0347  STATE/COUNTY-  NE/HOWARD
 ML0347  COUNTRY     -  US
 ML0347  USGS QUAD   -  SCOTIA (2017)
 ML0347
 ML0347                         *CURRENT SURVEY CONTROL
 ML0347  ______________________________________________________________________
 ML0347* NAD 83(1986) POSITION- 41 23 00.     (N) 098 39 16.     (W)   SCALED
 ML0347* NAVD 88 ORTHO HEIGHT -   577.004 (meters)     1893.05  (feet) ADJUSTED
 ML0347  ______________________________________________________________________
 ML0347  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 ML0347  DYNAMIC HEIGHT  -        576.718 (meters)     1892.12  (feet) COMP
 ML0347  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 ML0347
 ML0347  VERT ORDER      -  SECOND    CLASS 0
 ML0347
 ML0347.The horizontal coordinates were scaled from a map and have
 ML0347.an estimated accuracy of +/- 6 seconds.
 ML0347
 ML0347.The orthometric height was determined by differential leveling and
 ML0347.adjusted by the NATIONAL GEODETIC SURVEY
 ML0347.in June 1991.
 ML0347
 ML0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0347.GEOID18 height accuracy estimate available here.
 ML0347
 ML0347.Click photographs - Photos may exist for this station.
 ML0347
 ML0347.The dynamic height is computed by dividing the NAVD 88
 ML0347.geopotential number by the normal gravity value computed on the
 ML0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0347.degrees latitude (g = 980.6199 gals.).
 ML0347
 ML0347.The modeled gravity was interpolated from observed gravity values.
 ML0347
 ML0347;                    North         East    Units  Estimated Accuracy
 ML0347;SPC NE       -   172,970.      612,510.      MT  (+/- 180 meters Scaled)
 ML0347
 ML0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL288813(NAD 83)
 ML0347
 ML0347                          SUPERSEDED SURVEY CONTROL
 ML0347
 ML0347  NGVD 29 (??/??/92)  576.757  (m)         1892.24   (f) ADJ UNCH    2 0
 ML0347
 ML0347.Superseded values are not recommended for survey control.
 ML0347
 ML0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0347.See file dsdata.pdf to determine how the superseded data were derived.
 ML0347
 ML0347_MARKER: DB = BENCH MARK DISK
 ML0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0347_STAMPING: H-125 1935
 ML0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0347+STABILITY: SURFACE MOTION
 ML0347
 ML0347  HISTORY     - Date     Condition        Report By
 ML0347  HISTORY     - 1935     MONUMENTED       CGS
 ML0347  HISTORY     - 1980     GOOD
 ML0347  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 ML0347
 ML0347                          STATION DESCRIPTION
 ML0347
 ML0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0347'2.2 MI NW FROM COTESFIELD.
 ML0347'2.2 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0347'RAILROAD BETWEEN ST. PAUL AND ORD, 2 1/2 POLES SOUTHEAST OF
 ML0347'MILEPOST 39, 36.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 ML0347'TRACK, 34.7 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 ML0347'11, AND 10 FEET NORTH OF THE NORTH END OF GATE IN RIGHT OF WAY
 ML0347'FENCE.
 ML0347
 ML0347                          STATION RECOVERY (1980)
 ML0347
 ML0347'RECOVERED 1980
 ML0347'RECOVERED IN GOOD CONDITION.
 ML0347
 ML0347                          STATION RECOVERY (2009)
 ML0347
 ML0347'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5255 ***********************************************************************
 DG5255  DESIGNATION -  H 125 RESET
 DG5255  PID         -  DG5255
 DG5255  STATE/COUNTY-  NE/HOWARD
 DG5255  COUNTRY     -  US
 DG5255  USGS QUAD   -  SCOTIA (2017)
 DG5255
 DG5255                         *CURRENT SURVEY CONTROL
 DG5255  ______________________________________________________________________
 DG5255* NAD 83(1986) POSITION- 41 23 00.     (N) 098 39 16.     (W)   SCALED
 DG5255* NAVD 88 ORTHO HEIGHT -   576.39  (meters)     1891.0   (feet) RESET
 DG5255  ______________________________________________________________________
 DG5255  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 DG5255  VERT ORDER      -  THIRD
 DG5255
 DG5255.The horizontal coordinates were scaled from a map and have
 DG5255.an estimated accuracy of +/- 6 seconds.
 DG5255
 DG5255.The orthometric height was computed from unverified reset data.
 DG5255
 DG5255.No vertical observational check was made to the station.
 DG5255
 DG5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5255.GEOID18 height accuracy estimate available here.
 DG5255
 DG5255.Click photographs - Photos may exist for this station.
 DG5255
 DG5255;                    North         East    Units  Estimated Accuracy
 DG5255;SPC NE       -   172,970.      612,510.      MT  (+/- 180 meters Scaled)
 DG5255
 DG5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL288813(NAD 83)
 DG5255
 DG5255                          SUPERSEDED SURVEY CONTROL
 DG5255
 DG5255.No superseded survey control is available for this station.
 DG5255
 DG5255_MARKER: DV = VERTICAL CONTROL DISK
 DG5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5255_STAMPING: H 125 RESET 2003
 DG5255_MARK LOGO: NGS
 DG5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5255+STABILITY: SURFACE MOTION
 DG5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5255+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DG5255
 DG5255  HISTORY     - Date     Condition        Report By
 DG5255  HISTORY     - 2003     MONUMENTED       NEDR
 DG5255  HISTORY     - 20091103 GOOD             NEDR
 DG5255
 DG5255                          STATION DESCRIPTION
 DG5255
 DG5255'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003
 DG5255'FROM THE JUNCTION OF HWY 11 AND FRONT STREET AT COTESFIELD, GO
 DG5255'NORTHWEST ON HWY 11 2.19 MILES TO FIELD DRIVE NORTHEAST AND BM NEAR
 DG5255'RAILROAD ROW FENCE.
 DG5255
 DG5255                          STATION RECOVERY (2009)
 DG5255
 DG5255'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 DG5255'41 23'00.73''N  98 39'16.23''W  WGS 84
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0636 ***********************************************************************
 ML0636  DESIGNATION -  H 126
 ML0636  PID         -  ML0636
 ML0636  STATE/COUNTY-  NE/GARFIELD
 ML0636  COUNTRY     -  US
 ML0636  USGS QUAD   -  BURWELL NE (2017)
 ML0636
 ML0636                         *CURRENT SURVEY CONTROL
 ML0636  ______________________________________________________________________
 ML0636* NAD 83(1986) POSITION- 41 55 31.     (N) 099 05 17.     (W)   SCALED
 ML0636* NAVD 88 ORTHO HEIGHT -   705.498 (meters)     2314.62  (feet) ADJUSTED
 ML0636  ______________________________________________________________________
 ML0636  GEOID HEIGHT    -        -23.447 (meters)                     GEOID18
 ML0636  DYNAMIC HEIGHT  -        705.169 (meters)     2313.54  (feet) COMP
 ML0636  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 ML0636
 ML0636  VERT ORDER      -  SECOND    CLASS 0
 ML0636
 ML0636.The horizontal coordinates were scaled from a map and have
 ML0636.an estimated accuracy of +/- 6 seconds.
 ML0636
 ML0636.The orthometric height was determined by differential leveling and
 ML0636.adjusted by the NATIONAL GEODETIC SURVEY
 ML0636.in June 1991.
 ML0636
 ML0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0636.GEOID18 height accuracy estimate available here.
 ML0636
 ML0636.Click photographs - Photos may exist for this station.
 ML0636
 ML0636.The dynamic height is computed by dividing the NAVD 88
 ML0636.geopotential number by the normal gravity value computed on the
 ML0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0636.degrees latitude (g = 980.6199 gals.).
 ML0636
 ML0636.The modeled gravity was interpolated from observed gravity values.
 ML0636
 ML0636;                    North         East    Units  Estimated Accuracy
 ML0636;SPC NE       -   232,660.      575,620.      MT  (+/- 180 meters Scaled)
 ML0636
 ML0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM926414(NAD 83)
 ML0636
 ML0636                          SUPERSEDED SURVEY CONTROL
 ML0636
 ML0636  NGVD 29 (??/??/92)  705.235  (m)         2313.76   (f) ADJ UNCH    2 0
 ML0636
 ML0636.Superseded values are not recommended for survey control.
 ML0636
 ML0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0636.See file dsdata.pdf to determine how the superseded data were derived.
 ML0636
 ML0636_MARKER: DB = BENCH MARK DISK
 ML0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0636_STAMPING: H 126 1935
 ML0636_MARK LOGO: CGS
 ML0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0636+STABILITY: SURFACE MOTION
 ML0636
 ML0636  HISTORY     - Date     Condition        Report By
 ML0636  HISTORY     - 1935     MONUMENTED       CGS
 ML0636  HISTORY     - 1964     GOOD             CGS
 ML0636
 ML0636                          STATION DESCRIPTION
 ML0636
 ML0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0636'11.3 MI N FROM BURWELL.
 ML0636'11.3 MILES NORTH ALONG STATE HWY. 11 FROM THE COUNTY COURTHOUSE
 ML0636'AT BURWELL, GARFIELD COUNTY, ON LEVEL LAND WEST OF SAND HILLS,
 ML0636'OPPOSITE A CURVE 63.5 FEET EAST OF THE CENTER LINE OF THE
 ML0636'HIGHWAY, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 ML0636'STANDARD DISK STAMPED H 126 1935 AND SET IN THE TOP OF A
 ML0636'CONCRETE POST.  NOTE-- ABOUT 16 INCHES BELOW THE WEST SLOPE OF THE
 ML0636'GRADE FOR STATE HIGHWAY 11, 49 FEET WEST OF THE CENTERLINE
 ML0636'OF STATE HIGWAY 11, AND 420 FEET NORTH OF THE NEW BENCH MARK
 ML0636'H 126 RESET 1964.  THIS MARK WAS NOT DESTROYED, BUT IT WILL
 ML0636'BECOME INCREASINGLY DIFFICULT TO RECOVER THIS MARK, SO THE
 ML0636'NEW BENCH MARK WAS ESTABLISHED.  SEE DETAILS IN THE DESCRIPTION
 ML0636'OF H 126 RESET 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0213 ***********************************************************************
 NN0213  DESIGNATION -  H 127
 NN0213  PID         -  NN0213
 NN0213  STATE/COUNTY-  NE/HOLT
 NN0213  COUNTRY     -  US
 NN0213  USGS QUAD   -  EMMET NW (2017)
 NN0213
 NN0213                         *CURRENT SURVEY CONTROL
 NN0213  ______________________________________________________________________
 NN0213* NAD 83(1986) POSITION- 42 29 15.34   (N) 098 53 32.62   (W)   HD_HELD1
 NN0213* NAVD 88 ORTHO HEIGHT -   627.841 (meters)     2059.84  (feet) ADJUSTED
 NN0213  ______________________________________________________________________
 NN0213  GEOID HEIGHT    -        -24.169 (meters)                     GEOID18
 NN0213  DYNAMIC HEIGHT  -        627.592 (meters)     2059.02  (feet) COMP
 NN0213  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 NN0213
 NN0213  VERT ORDER      -  FIRST     CLASS II
 NN0213
 NN0213.The horizontal coordinates were determined by differentially corrected
 NN0213.hand held GPS observations or other comparable positioning techniques
 NN0213.and have an estimated accuracy of +/- 3 meters.
 NN0213
 NN0213.The orthometric height was determined by differential leveling and
 NN0213.adjusted by the NATIONAL GEODETIC SURVEY
 NN0213.in June 1991.
 NN0213
 NN0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0213.GEOID18 height accuracy estimate available here.
 NN0213
 NN0213.Click photographs - Photos may exist for this station.
 NN0213
 NN0213.The dynamic height is computed by dividing the NAVD 88
 NN0213.geopotential number by the normal gravity value computed on the
 NN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0213.degrees latitude (g = 980.6199 gals.).
 NN0213
 NN0213.The modeled gravity was interpolated from observed gravity values.
 NN0213
 NN0213;                    North         East    Units  Estimated Accuracy
 NN0213;SPC NE       -   295,288.4     591,041.9     MT  (+/- 3 meters HH1 GPS) 
 NN0213
 NN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0884303921(NAD 83)
 NN0213
 NN0213                          SUPERSEDED SURVEY CONTROL
 NN0213
 NN0213  NGVD 29 (??/??/92)  627.616  (m)         2059.10   (f) ADJ UNCH    1 2
 NN0213
 NN0213.Superseded values are not recommended for survey control.
 NN0213
 NN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0213.See file dsdata.pdf to determine how the superseded data were derived.
 NN0213
 NN0213_MARKER: DB = BENCH MARK DISK
 NN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0213_STAMPING: H 127 1935
 NN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0213+STABILITY: SURFACE MOTION
 NN0213
 NN0213  HISTORY     - Date     Condition        Report By
 NN0213  HISTORY     - 1935     MONUMENTED       CGS
 NN0213  HISTORY     - 1946     GOOD             CGS
 NN0213  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0213  HISTORY     - 20160617 MARK NOT FOUND   INDIV
 NN0213
 NN0213                          STATION DESCRIPTION
 NN0213
 NN0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0213'4.5 MI NW FROM EMMET.
 NN0213'4.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0213'FROM THE STATION AT EMMET, HOLT COUNTY, 12 POLES NORTHWEST OF
 NN0213'MILEPOST 168, 81.5 FEET SOUTHEAST OF THE CROSSING OF A
 NN0213'SECTION-LINE ROAD, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NN0213'TRACK, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 NN0213'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 127 1935 AND
 NN0213'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0213'GROUND.
 NN0213
 NN0213                          STATION RECOVERY (1982)
 NN0213
 NN0213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0213'MARK NOT FOUND.
 NN0213
 NN0213                          STATION RECOVERY (2016)
 NN0213
 NN0213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 NN0213'THE AREA WAS SEARCHED WITH A METAL DETECTOR CAPABLE OF DETECTING
 NN0213'NON-FERROUS METAL AND THE GROUND WAS ALSO PROBED AT THE LOCATION BY
 NN0213'USING THE TIES FROM THE ORIGINAL DESCRIPTION.  NOTHING WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0139 ***********************************************************************
 NN0139  DESIGNATION -  H 128
 NN0139  PID         -  NN0139
 NN0139  STATE/COUNTY-  NE/ANTELOPE
 NN0139  COUNTRY     -  US
 NN0139  USGS QUAD   -  NELIGH SE (2017)
 NN0139
 NN0139                         *CURRENT SURVEY CONTROL
 NN0139  ______________________________________________________________________
 NN0139* NAD 83(1986) POSITION- 42 06 07.     (N) 098 00 07.     (W)   SCALED
 NN0139* NAVD 88 ORTHO HEIGHT -   524.479 (meters)     1720.73  (feet) ADJUSTED
 NN0139  ______________________________________________________________________
 NN0139  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 NN0139  DYNAMIC HEIGHT  -        524.270 (meters)     1720.04  (feet) COMP
 NN0139  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 NN0139
 NN0139  VERT ORDER      -  SECOND    CLASS 0
 NN0139
 NN0139.The horizontal coordinates were scaled from a map and have
 NN0139.an estimated accuracy of +/- 6 seconds.
 NN0139
 NN0139.The orthometric height was determined by differential leveling and
 NN0139.adjusted by the NATIONAL GEODETIC SURVEY
 NN0139.in June 1991.
 NN0139
 NN0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0139.GEOID18 height accuracy estimate available here.
 NN0139
 NN0139.Click photographs - Photos may exist for this station.
 NN0139
 NN0139.The dynamic height is computed by dividing the NAVD 88
 NN0139.geopotential number by the normal gravity value computed on the
 NN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0139.degrees latitude (g = 980.6199 gals.).
 NN0139
 NN0139.The modeled gravity was interpolated from observed gravity values.
 NN0139
 NN0139;                    North         East    Units  Estimated Accuracy
 NN0139;SPC NE       -   253,790.      665,210.      MT  (+/- 180 meters Scaled)
 NN0139
 NN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM825615(NAD 83)
 NN0139
 NN0139                          SUPERSEDED SURVEY CONTROL
 NN0139
 NN0139  NGVD 29 (??/??/92)  524.275  (m)         1720.06   (f) ADJ UNCH    2 0
 NN0139
 NN0139.Superseded values are not recommended for survey control.
 NN0139
 NN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0139.See file dsdata.pdf to determine how the superseded data were derived.
 NN0139
 NN0139_MARKER: DB = BENCH MARK DISK
 NN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0139_STAMPING: H 128 1935
 NN0139_MARK LOGO: CGS
 NN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0139+STABILITY: SURFACE MOTION
 NN0139
 NN0139  HISTORY     - Date     Condition        Report By
 NN0139  HISTORY     - 1935     MONUMENTED       CGS
 NN0139  HISTORY     - 1961     MARK NOT FOUND   CGS
 NN0139
 NN0139                          STATION DESCRIPTION
 NN0139
 NN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0139'2 MI SE FROM NELIGH.
 NN0139'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0139'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, 49.6 FEET NORTH
 NN0139'OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 275, 49.7 FEET
 NN0139'NORTHWEST OF THE NORTHWEST RAIL, 36.8 FEET SOUTHEAST OF THE
 NN0139'CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF A RIGHT-OF-WAY
 NN0139'FENCE CORNER.  A STANDARD DISK, STAMPED H 128 1935 AND SET IN THE
 NN0139'TOP OF A CONCRETE POST.
 NN0139
 NN0139                          STATION RECOVERY (1961)
 NN0139
 NN0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NN0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0319 ***********************************************************************
 LG0319  DESIGNATION -  H 13
 LG0319  PID         -  LG0319
 LG0319  STATE/COUNTY-  NE/LANCASTER
 LG0319  COUNTRY     -  US
 LG0319  USGS QUAD   -  EMERALD (2017)
 LG0319
 LG0319                         *CURRENT SURVEY CONTROL
 LG0319  ______________________________________________________________________
 LG0319* NAD 83(1986) POSITION- 40 46 05.04   (N) 096 47 47.46   (W)   HD_HELD1
 LG0319* NAVD 88 ORTHO HEIGHT -   360.953 (meters)     1184.23  (feet) ADJUSTED
 LG0319  ______________________________________________________________________
 LG0319  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 LG0319  DYNAMIC HEIGHT  -        360.788 (meters)     1183.69  (feet) COMP
 LG0319  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 LG0319
 LG0319  VERT ORDER      -  FIRST     CLASS II
 LG0319
 LG0319.The horizontal coordinates were determined by differentially corrected
 LG0319.hand held GPS observations or other comparable positioning techniques
 LG0319.and have an estimated accuracy of +/- 3 meters.
 LG0319
 LG0319.The orthometric height was determined by differential leveling and
 LG0319.adjusted by the NATIONAL GEODETIC SURVEY
 LG0319.in June 1991.
 LG0319
 LG0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0319.GEOID18 height accuracy estimate available here.
 LG0319
 LG0319.Click photographs - Photos may exist for this station.
 LG0319
 LG0319.The dynamic height is computed by dividing the NAVD 88
 LG0319.geopotential number by the normal gravity value computed on the
 LG0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0319.degrees latitude (g = 980.6199 gals.).
 LG0319
 LG0319.The modeled gravity was interpolated from observed gravity values.
 LG0319
 LG0319;                    North         East    Units  Estimated Accuracy
 LG0319;SPC NE       -   108,790.5     770,336.3     MT  (+/- 3 meters HH1 GPS) 
 LG0319
 LG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8597115346(NAD 83)
 LG0319
 LG0319                          SUPERSEDED SURVEY CONTROL
 LG0319
 LG0319  NGVD 29 (??/??/92)  360.844  (m)         1183.87   (f) ADJ UNCH    1 2
 LG0319
 LG0319.Superseded values are not recommended for survey control.
 LG0319
 LG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0319.See file dsdata.pdf to determine how the superseded data were derived.
 LG0319
 LG0319_MARKER: DB = BENCH MARK DISK
 LG0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0319_STAMPING: 1183.452 H 13 1933
 LG0319_MARK LOGO: CGS
 LG0319_PROJECTION: FLUSH
 LG0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0319+STABILITY: SURFACE MOTION
 LG0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0319+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2020
 LG0319
 LG0319  HISTORY     - Date     Condition        Report By
 LG0319  HISTORY     - 1933     MONUMENTED       CGS
 LG0319  HISTORY     - 1940     GOOD             CGS
 LG0319  HISTORY     - 19911022 GOOD             NGS
 LG0319  HISTORY     - 20050320 GOOD             GEOCAC
 LG0319  HISTORY     - 20140910 GOOD             INDIV
 LG0319  HISTORY     - 20200318 GOOD             NEGS
 LG0319
 LG0319                          STATION DESCRIPTION
 LG0319
 LG0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0319'5.7 MI SW FROM LINCOLN.
 LG0319'5.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0319'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, AT THE
 LG0319'CROSSING OF A NORTH-AND-SOUTH ROCK ROAD, 65 FEET NORTHEAST OF THE
 LG0319'CENTER OF THE CROSSING, 53.5 FEET NORTH OF THE CENTERLINE
 LG0319'OF THE TRACK, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 LG0319'SOUTHEAST OF A CONCRETE POST, AT A FENCE CORNER, 1 FOOT SOUTH
 LG0319'OF THE FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 LG0319'A STANDARD DISK, STAMPED 1183.452 H 13 1933 AND SET IN THE
 LG0319'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0319
 LG0319                          STATION RECOVERY (1991)
 LG0319
 LG0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0319'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0319'U.S. HIGHWAY 77 IN LINCOLN, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 LG0319'VAN DORN STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG WEST VAN DORN
 LG0319'STREET, THENCE 5.3 KM (3.30 MI) SOUTHWESTERLY ALONG THE BURLINGTON
 LG0319'NORTHERN RAILROAD, 15.5 M (50.9 FT) NORTH OF THE NEAR RAIL, 11.0 M
 LG0319'(36.1 FT) EAST OF THE CENTER OF SOUTHWEST 56TH STREET, 4.6 M (15.1
 LG0319'FT) NORTH OF A UTILITY POLE WITH 2 GUY CABLES, 1.0 M (3.3 FT) BELOW
 LG0319'THE LEVEL OF THE STREET, 0.7 M (2.3 FT) EAST OF A FENCE CORNER, 0.6 M
 LG0319'(2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 LG0319'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0319
 LG0319                          STATION RECOVERY (2005)
 LG0319
 LG0319'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0319'RECOVERED IN GOOD CONDITION.
 LG0319
 LG0319                          STATION RECOVERY (2014)
 LG0319
 LG0319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 LG0319'RECOVERED AS DESCRIBED.
 LG0319
 LG0319                          STATION RECOVERY (2020)
 LG0319
 LG0319'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0319'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND ST. HIGHWAY 2 IN
 LG0319'LINCOLN, NE., GO WEST-SOUTHWEST, THEN WEST APPROXIMATELY 3.52 MI (5.66
 LG0319'KM) TO SW 56TH AND TURN LEFT (SOUTH) AND GO APPROXIMATELY 1.14 MI
 LG0319'(1.83 KM) TO THE MARK ON THE LEFT (EAST).
 LG0319'
 LG0319'IT IS 36.5 FT (11.1 M) EAST OF THE CENTERLINE OF SW 56TH STREET, 51.0
 LG0319'FT (15.5 M) NORTH OF THE NORTH EDGE OF NORTH RAIL OF A RAILROAD AND
 LG0319'0.8 FT (24 CM) WEST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0347 ***********************************************************************
 NO0347  DESIGNATION -  H 130
 NO0347  PID         -  NO0347
 NO0347  STATE/COUNTY-  NE/CHERRY
 NO0347  COUNTRY     -  US
 NO0347  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0347
 NO0347                         *CURRENT SURVEY CONTROL
 NO0347  ______________________________________________________________________
 NO0347* NAD 83(1986) POSITION- 42 44 41.     (N) 101 41 49.     (W)   SCALED
 NO0347* NAVD 88 ORTHO HEIGHT -  1043.331 (meters)     3423.00  (feet) ADJUSTED
 NO0347  ______________________________________________________________________
 NO0347  GEOID HEIGHT    -        -19.293 (meters)                     GEOID18
 NO0347  DYNAMIC HEIGHT  -       1042.851 (meters)     3421.42  (feet) COMP
 NO0347  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 NO0347
 NO0347  VERT ORDER      -  SECOND    CLASS 0
 NO0347
 NO0347.The horizontal coordinates were scaled from a map and have
 NO0347.an estimated accuracy of +/- 6 seconds.
 NO0347
 NO0347.The orthometric height was determined by differential leveling and
 NO0347.adjusted by the NATIONAL GEODETIC SURVEY
 NO0347.in June 1991.
 NO0347
 NO0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0347.GEOID18 height accuracy estimate available here.
 NO0347
 NO0347.Click photographs - Photos may exist for this station.
 NO0347
 NO0347.The dynamic height is computed by dividing the NAVD 88
 NO0347.geopotential number by the normal gravity value computed on the
 NO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0347.degrees latitude (g = 980.6199 gals.).
 NO0347
 NO0347.The modeled gravity was interpolated from observed gravity values.
 NO0347
 NO0347;                    North         East    Units  Estimated Accuracy
 NO0347;SPC NE       -   324,630.      361,080.      MT  (+/- 180 meters Scaled)
 NO0347
 NO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN792359(NAD 83)
 NO0347
 NO0347                          SUPERSEDED SURVEY CONTROL
 NO0347
 NO0347  NGVD 29 (??/??/92) 1042.904  (m)         3421.59   (f) ADJ UNCH    2 0
 NO0347
 NO0347.Superseded values are not recommended for survey control.
 NO0347
 NO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0347.See file dsdata.pdf to determine how the superseded data were derived.
 NO0347
 NO0347_MARKER: DB = BENCH MARK DISK
 NO0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0347_STAMPING: H 130 1934
 NO0347_MARK LOGO: CGS
 NO0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0347+STABILITY: SURFACE MOTION
 NO0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0347+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0347
 NO0347  HISTORY     - Date     Condition        Report By
 NO0347  HISTORY     - 1934     MONUMENTED       CGS
 NO0347  HISTORY     - 1948     GOOD             CGS
 NO0347  HISTORY     - 19990914 GOOD             NEDR
 NO0347
 NO0347                          STATION DESCRIPTION
 NO0347
 NO0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0347'14.4 MI S FROM MERRIMAN.
 NO0347'14.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0347'COUNTY, 4.0 MILES NORTH OF THE MAC BETH RANCH HOUSE, 6 MILES
 NO0347'SOUTH OF NIOBRARA RIVER, AT THE SUMMIT OF A SAND HILL AT A HIGH
 NO0347'POINT ALONG THE HIGHWAY, AND 60 YARDS EAST OF THE CENTERLINE
 NO0347'OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 130 1934 AND SET
 NO0347'IN THE TOP OF A CONCRETE POST.  11.8 MILES (AIR LINE) SOUTH OF
 NO0347'MERRIMAN, 4.3 MILES SOUTH OF NIOBRARA RIVER 4.0 MILES NORTH
 NO0347'OF MAC BETH RANCH HOUSE, 2.3 MILES SOUTHEAST OF SEARS RANCH
 NO0347'HOUSE ALONG RANCH ROAD, IN SOUTHEAST 1/4 SECS. 18, T. 32 N.,
 NO0347'R. 37 W., 0.2 MILES NORTH-NORTHEAST OF WINDMILL, 240 FEET EAST
 NO0347'OF ROAD, ON HIGH HILL.
 NO0347
 NO0347                          STATION RECOVERY (1999)
 NO0347
 NO0347'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0347'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NO0347'61, IN MERRIMAN, GO SOUTH ON 4.4 MI (7.1 KM) TO A GATE ON THE EAST
 NO0347'SIDE OF THE HIGHWAY.  TURN LEFT AND GO EAST ON A TRAIL ROAD FOR 0.5 MI
 NO0347'(0.8 KM) TO A WINDMILL.  TURNRIGHT AND BEAR SOUTHEAST FOR 0.4 MI (0.6
 NO0347'KM) TO THE SUMMIT AND THE BENCH MARK, IN SEC18, T32N, R37W, 300 FT
 NO0347'(91.4 M) EAST OF A TRAIL ROAD, 0.2 MI (0.3 KM) NORTH OF AN ABANDONED
 NO0347'WINDMILL SITE AND 0.4 MI (0.6 KM) SOUTHEAST FROM A WINDMILL.  PROJECTS
 NO0347'0.9 FT (27.4 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1261 ***********************************************************************
 MK1261  DESIGNATION -  H 130
 MK1261  PID         -  MK1261
 MK1261  STATE/COUNTY-  NE/COLFAX
 MK1261  COUNTRY     -  US
 MK1261  USGS QUAD   -  SCHUYLER (2017)
 MK1261
 MK1261                         *CURRENT SURVEY CONTROL
 MK1261  ______________________________________________________________________
 MK1261* NAD 83(1986) POSITION- 41 26 59.     (N) 097 03 02.     (W)   SCALED
 MK1261* NAVD 88 ORTHO HEIGHT -   410.596 (meters)     1347.10  (feet) ADJUSTED
 MK1261  ______________________________________________________________________
 MK1261  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 MK1261  DYNAMIC HEIGHT  -        410.418 (meters)     1346.51  (feet) COMP
 MK1261  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 MK1261
 MK1261  VERT ORDER      -  SECOND    CLASS 0
 MK1261
 MK1261.The horizontal coordinates were scaled from a map and have
 MK1261.an estimated accuracy of +/- 6 seconds.
 MK1261
 MK1261.The orthometric height was determined by differential leveling and
 MK1261.adjusted by the NATIONAL GEODETIC SURVEY
 MK1261.in June 1991.
 MK1261
 MK1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1261.GEOID18 height accuracy estimate available here.
 MK1261
 MK1261.Click photographs - Photos may exist for this station.
 MK1261
 MK1261.The dynamic height is computed by dividing the NAVD 88
 MK1261.geopotential number by the normal gravity value computed on the
 MK1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1261.degrees latitude (g = 980.6199 gals.).
 MK1261
 MK1261.The modeled gravity was interpolated from observed gravity values.
 MK1261
 MK1261;                    North         East    Units  Estimated Accuracy
 MK1261;SPC NE       -   183,660.      746,330.      MT  (+/- 180 meters Scaled)
 MK1261
 MK1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL628905(NAD 83)
 MK1261
 MK1261                          SUPERSEDED SURVEY CONTROL
 MK1261
 MK1261  NGVD 29 (??/??/92)  410.428  (m)         1346.55   (f) ADJ UNCH    2 0
 MK1261
 MK1261.Superseded values are not recommended for survey control.
 MK1261
 MK1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1261.See file dsdata.pdf to determine how the superseded data were derived.
 MK1261
 MK1261_MARKER: DB = BENCH MARK DISK
 MK1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1261_STAMPING: H 130 1935
 MK1261_MARK LOGO: CGS
 MK1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1261+STABILITY: SURFACE MOTION
 MK1261
 MK1261  HISTORY     - Date     Condition        Report By
 MK1261  HISTORY     - 1935     MONUMENTED       CGS
 MK1261  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1261
 MK1261                          STATION DESCRIPTION
 MK1261
 MK1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1261'0.3 MI E FROM SCHUYLER.
 MK1261'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT,
 MK1261'NEBRASKA, 110.0 FEET SOUTHEAST OF DERAIL SWITCH, 42.6 FEET SOUTH
 MK1261'OF SOUTH RAIL, AND 33.0 FEET NORTH OF C.B. AND Q. R.R. SIDE
 MK1261'TRACK.
 MK1261
 MK1261                          STATION RECOVERY (1968)
 MK1261
 MK1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK1261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1207 ***********************************************************************
 MK1207  DESIGNATION -  H 133
 MK1207  PID         -  MK1207
 MK1207  STATE/COUNTY-  NE/COLFAX
 MK1207  COUNTRY     -  US
 MK1207  USGS QUAD   -  CLARKSON (2017)
 MK1207
 MK1207                         *CURRENT SURVEY CONTROL
 MK1207  ______________________________________________________________________
 MK1207* NAD 83(1986) POSITION- 41 43 49.     (N) 097 03 49.     (W)   SCALED
 MK1207* NAVD 88 ORTHO HEIGHT -   469.432 (meters)     1540.13  (feet) ADJUSTED
 MK1207  ______________________________________________________________________
 MK1207  GEOID HEIGHT    -        -25.189 (meters)                     GEOID18
 MK1207  DYNAMIC HEIGHT  -        469.242 (meters)     1539.50  (feet) COMP
 MK1207  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 MK1207
 MK1207  VERT ORDER      -  SECOND    CLASS 0
 MK1207
 MK1207.The horizontal coordinates were scaled from a map and have
 MK1207.an estimated accuracy of +/- 6 seconds.
 MK1207
 MK1207.The orthometric height was determined by differential leveling and
 MK1207.adjusted by the NATIONAL GEODETIC SURVEY
 MK1207.in June 1991.
 MK1207
 MK1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1207.GEOID18 height accuracy estimate available here.
 MK1207
 MK1207.Click photographs - Photos may exist for this station.
 MK1207
 MK1207.The dynamic height is computed by dividing the NAVD 88
 MK1207.geopotential number by the normal gravity value computed on the
 MK1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1207.degrees latitude (g = 980.6199 gals.).
 MK1207
 MK1207.The modeled gravity was interpolated from observed gravity values.
 MK1207
 MK1207;                    North         East    Units  Estimated Accuracy
 MK1207;SPC NE       -   214,760.      744,180.      MT  (+/- 180 meters Scaled)
 MK1207
 MK1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM610216(NAD 83)
 MK1207
 MK1207                          SUPERSEDED SURVEY CONTROL
 MK1207
 MK1207  NGVD 29 (??/??/92)  469.250  (m)         1539.53   (f) ADJ UNCH    2 0
 MK1207
 MK1207.Superseded values are not recommended for survey control.
 MK1207
 MK1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1207.See file dsdata.pdf to determine how the superseded data were derived.
 MK1207
 MK1207_MARKER: DB = BENCH MARK DISK
 MK1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1207_STAMPING: H 133 1935
 MK1207_MARK LOGO: CGS
 MK1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1207+STABILITY: SURFACE MOTION
 MK1207
 MK1207  HISTORY     - Date     Condition        Report By
 MK1207  HISTORY     - 1935     MONUMENTED       CGS
 MK1207  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1207
 MK1207                          STATION DESCRIPTION
 MK1207
 MK1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1207'3.5 MI W FROM HOWELL.
 MK1207'3.5 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1207'RAILROAD BETWEEN HOOPER AND HUMPHREY, 1270 FEET WEST OF THE
 MK1207'CENTER LINE OF HIGHWAY 15, 41.1 FEET NORTH OF THE NORTH
 MK1207'RAIL, 3.0 FEET SOUTH OF THE RIGHT OF WAY FENCE, LEVEL WITH
 MK1207'THE TRACK.
 MK1207
 MK1207                          STATION RECOVERY (1965)
 MK1207
 MK1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0681 ***********************************************************************
 LG0681  DESIGNATION -  H 135
 LG0681  PID         -  LG0681
 LG0681  STATE/COUNTY-  NE/YORK
 LG0681  COUNTRY     -  US
 LG0681  USGS QUAD   -  YORK SOUTH (2017)
 LG0681
 LG0681                         *CURRENT SURVEY CONTROL
 LG0681  ______________________________________________________________________
 LG0681* NAD 83(1986) POSITION- 40 46 16.     (N) 097 35 03.     (W)   SCALED
 LG0681* NAVD 88 ORTHO HEIGHT -   477.507 (meters)     1566.62  (feet) ADJUSTED
 LG0681  ______________________________________________________________________
 LG0681  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 LG0681  DYNAMIC HEIGHT  -        477.252 (meters)     1565.78  (feet) COMP
 LG0681  MODELED GRAVITY -    980,075.9   (mgal)                       NAVD 88
 LG0681
 LG0681  VERT ORDER      -  SECOND    CLASS 0
 LG0681
 LG0681.The horizontal coordinates were scaled from a map and have
 LG0681.an estimated accuracy of +/- 6 seconds.
 LG0681
 LG0681.The orthometric height was determined by differential leveling and
 LG0681.adjusted by the NATIONAL GEODETIC SURVEY
 LG0681.in June 1991.
 LG0681
 LG0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0681.GEOID18 height accuracy estimate available here.
 LG0681
 LG0681.Click photographs - Photos may exist for this station.
 LG0681
 LG0681.The dynamic height is computed by dividing the NAVD 88
 LG0681.geopotential number by the normal gravity value computed on the
 LG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0681.degrees latitude (g = 980.6199 gals.).
 LG0681
 LG0681.The modeled gravity was interpolated from observed gravity values.
 LG0681
 LG0681;                    North         East    Units  Estimated Accuracy
 LG0681;SPC NE       -   106,970.      703,880.      MT  (+/- 180 meters Scaled)
 LG0681
 LG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL194143(NAD 83)
 LG0681
 LG0681                          SUPERSEDED SURVEY CONTROL
 LG0681
 LG0681  NGVD 29 (??/??/92)  477.318  (m)         1566.00   (f) ADJ UNCH    2 0
 LG0681
 LG0681.Superseded values are not recommended for survey control.
 LG0681
 LG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0681.See file dsdata.pdf to determine how the superseded data were derived.
 LG0681
 LG0681_MARKER: DB = BENCH MARK DISK
 LG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0681_STAMPING: H 135 1935
 LG0681_MARK LOGO: CGS
 LG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0681+STABILITY: SURFACE MOTION
 LG0681
 LG0681  HISTORY     - Date     Condition        Report By
 LG0681  HISTORY     - 1935     MONUMENTED       CGS
 LG0681  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0681
 LG0681                          STATION DESCRIPTION
 LG0681
 LG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0681'1.9 MI N FROM MC COOL JUNCTION.
 LG0681'1.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0681'FROM THE STATION AT MC COOL JUNCTION, YORK COUNTY, 69.3 FEET
 LG0681'NORTH OF MILEPOST 128, AT A ROAD CROSSING, 78.6 FEET NORTHEAST
 LG0681'OF THE CENTER OF THE CROSSING, AND 44 FEET EAST OF THE EAST
 LG0681'RAIL.  A STANDARD DISK, STAMPED H 135 1935 AND SET IN THE
 LG0681'TOP OF A CONCRETE POST.
 LG0681
 LG0681                          STATION RECOVERY (1967)
 LG0681
 LG0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1537 ***********************************************************************
 MK1537  DESIGNATION -  H 136
 MK1537  PID         -  MK1537
 MK1537  STATE/COUNTY-  NE/MERRICK
 MK1537  COUNTRY     -  US
 MK1537  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1537
 MK1537                         *CURRENT SURVEY CONTROL
 MK1537  ______________________________________________________________________
 MK1537* NAD 83(1986) POSITION- 41 06 38.     (N) 097 58 28.     (W)   SCALED
 MK1537* NAVD 88 ORTHO HEIGHT -   515.123 (meters)     1690.03  (feet) ADJUSTED
 MK1537  ______________________________________________________________________
 MK1537  GEOID HEIGHT    -        -25.327 (meters)                     GEOID18
 MK1537  DYNAMIC HEIGHT  -        514.867 (meters)     1689.19  (feet) COMP
 MK1537  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 MK1537
 MK1537  VERT ORDER      -  SECOND    CLASS 0
 MK1537
 MK1537.The horizontal coordinates were scaled from a map and have
 MK1537.an estimated accuracy of +/- 6 seconds.
 MK1537
 MK1537.The orthometric height was determined by differential leveling and
 MK1537.adjusted by the NATIONAL GEODETIC SURVEY
 MK1537.in June 1991.
 MK1537
 MK1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1537.GEOID18 height accuracy estimate available here.
 MK1537
 MK1537.Click photographs - Photos may exist for this station.
 MK1537
 MK1537.The dynamic height is computed by dividing the NAVD 88
 MK1537.geopotential number by the normal gravity value computed on the
 MK1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1537.degrees latitude (g = 980.6199 gals.).
 MK1537
 MK1537.The modeled gravity was interpolated from observed gravity values.
 MK1537
 MK1537;                    North         East    Units  Estimated Accuracy
 MK1537;SPC NE       -   143,800.      670,070.      MT  (+/- 180 meters Scaled)
 MK1537
 MK1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL861515(NAD 83)
 MK1537
 MK1537                          SUPERSEDED SURVEY CONTROL
 MK1537
 MK1537  NGVD 29 (??/??/92)  514.905  (m)         1689.32   (f) ADJ UNCH    2 0
 MK1537
 MK1537.Superseded values are not recommended for survey control.
 MK1537
 MK1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1537.See file dsdata.pdf to determine how the superseded data were derived.
 MK1537
 MK1537_MARKER: DB = BENCH MARK DISK
 MK1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1537_STAMPING: H 136 1935
 MK1537_MARK LOGO: CGS
 MK1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1537+STABILITY: SURFACE MOTION
 MK1537
 MK1537  HISTORY     - Date     Condition        Report By
 MK1537  HISTORY     - 1935     MONUMENTED       CGS
 MK1537  HISTORY     - 1960     MARK NOT FOUND   USGS
 MK1537
 MK1537                          STATION DESCRIPTION
 MK1537
 MK1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1537'1.8 MI SE FROM CENTRAL CITY.
 MK1537'1.8 MILES SOUTHEAST OF CENTRAL CITY DEPOT.  ALONG A BRANCH LINE
 MK1537'OF THE UNION PACIFIC RAILWAY BETWEEN STROMSBURG AND CENTRAL
 MK1537'CITY, AT HERBER SIDING, 103 FEET NORTHWEST OF CATTLE CHUTE, 26
 MK1537'RAILS SOUTHEAST OF MILE POST NO. 74, 68 FEET NORTHEAST OF THE
 MK1537'NORTHEAST RAIL OF THE MAIN TRACK.  NOTE-- A FEED PROCESSING PLANT
 MK1537'HAS BEEN CONSTRUCTED IN AREA.
 MK1537
 MK1537                          STATION RECOVERY (1960)
 MK1537
 MK1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0746 ***********************************************************************
 LG0746  DESIGNATION -  H 138
 LG0746  PID         -  LG0746
 LG0746  STATE/COUNTY-  NE/HAMILTON
 LG0746  COUNTRY     -  US
 LG0746  USGS QUAD   -  AURORA EAST (2017)
 LG0746
 LG0746                         *CURRENT SURVEY CONTROL
 LG0746  ______________________________________________________________________
 LG0746* NAD 83(1986) POSITION- 40 51 47.     (N) 097 59 40.     (W)   SCALED
 LG0746* NAVD 88 ORTHO HEIGHT -   542.989 (meters)     1781.46  (feet) ADJUSTED
 LG0746  ______________________________________________________________________
 LG0746  GEOID HEIGHT    -        -25.616 (meters)                     GEOID18
 LG0746  DYNAMIC HEIGHT  -        542.707 (meters)     1780.53  (feet) COMP
 LG0746  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 LG0746
 LG0746  VERT ORDER      -  SECOND    CLASS 0
 LG0746
 LG0746.The horizontal coordinates were scaled from a map and have
 LG0746.an estimated accuracy of +/- 6 seconds.
 LG0746
 LG0746.The orthometric height was determined by differential leveling and
 LG0746.adjusted by the NATIONAL GEODETIC SURVEY
 LG0746.in June 1991.
 LG0746
 LG0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0746.GEOID18 height accuracy estimate available here.
 LG0746
 LG0746.Click photographs - Photos may exist for this station.
 LG0746
 LG0746.The dynamic height is computed by dividing the NAVD 88
 LG0746.geopotential number by the normal gravity value computed on the
 LG0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0746.degrees latitude (g = 980.6199 gals.).
 LG0746
 LG0746.The modeled gravity was interpolated from observed gravity values.
 LG0746
 LG0746;                    North         East    Units  Estimated Accuracy
 LG0746;SPC NE       -   116,290.      669,020.      MT  (+/- 180 meters Scaled)
 LG0746
 LG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL847240(NAD 83)
 LG0746
 LG0746                          SUPERSEDED SURVEY CONTROL
 LG0746
 LG0746  NGVD 29 (??/??/92)  542.759  (m)         1780.70   (f) ADJ UNCH    2 0
 LG0746
 LG0746.Superseded values are not recommended for survey control.
 LG0746
 LG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0746.See file dsdata.pdf to determine how the superseded data were derived.
 LG0746
 LG0746_MARKER: DB = BENCH MARK DISK
 LG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0746_STAMPING: H 138 1935
 LG0746_MARK LOGO: CGS
 LG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0746+STABILITY: SURFACE MOTION
 LG0746
 LG0746  HISTORY     - Date     Condition        Report By
 LG0746  HISTORY     - 1935     MONUMENTED       CGS
 LG0746  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0746
 LG0746                          STATION DESCRIPTION
 LG0746
 LG0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0746'AT AURORA.
 LG0746'AT AURORA, HAMILTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0746'QUINCY RAILROAD, 0.3 MILE EAST OF THE STATION, 0.1 MILE EAST
 LG0746'OF A SIGNAL TOWER AT A ROAD CROSSING, 57 FEET SOUTH OF MILEPOST
 LG0746'77, 43 FEET SOUTH OF THE SOUTH RAIL, AND 4 FEET NORTH OF A FENCE.
 LG0746'A STANDARD DISK, STAMPED H 138 1935 AND SET IN THE TOP OF A
 LG0746'CONCRETE POST.
 LG0746
 LG0746                          STATION RECOVERY (1965)
 LG0746
 LG0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0746'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0446 ***********************************************************************
 LG0446  DESIGNATION -  H 14
 LG0446  PID         -  LG0446
 LG0446  STATE/COUNTY-  NE/SALINE
 LG0446  COUNTRY     -  US
 LG0446  USGS QUAD   -  FRIEND (2017)
 LG0446
 LG0446                         *CURRENT SURVEY CONTROL
 LG0446  ______________________________________________________________________
 LG0446* NAD 83(1986) POSITION- 40 39 08.     (N) 097 19 50.     (W)   SCALED
 LG0446* NAVD 88 ORTHO HEIGHT -   474.556 (meters)     1556.94  (feet) ADJUSTED
 LG0446  ______________________________________________________________________
 LG0446  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 LG0446  DYNAMIC HEIGHT  -        474.297 (meters)     1556.09  (feet) COMP
 LG0446  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 LG0446
 LG0446  VERT ORDER      -  FIRST     CLASS II
 LG0446
 LG0446.The horizontal coordinates were scaled from a map and have
 LG0446.an estimated accuracy of +/- 6 seconds.
 LG0446
 LG0446.The orthometric height was determined by differential leveling and
 LG0446.adjusted by the NATIONAL GEODETIC SURVEY
 LG0446.in June 1991.
 LG0446
 LG0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0446.GEOID18 height accuracy estimate available here.
 LG0446
 LG0446.Click photographs - Photos may exist for this station.
 LG0446
 LG0446.The dynamic height is computed by dividing the NAVD 88
 LG0446.geopotential number by the normal gravity value computed on the
 LG0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0446.degrees latitude (g = 980.6199 gals.).
 LG0446
 LG0446.The modeled gravity was interpolated from observed gravity values.
 LG0446
 LG0446;                    North         East    Units  Estimated Accuracy
 LG0446;SPC NE       -    94,410.      725,680.      MT  (+/- 180 meters Scaled)
 LG0446
 LG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL411014(NAD 83)
 LG0446
 LG0446                          SUPERSEDED SURVEY CONTROL
 LG0446
 LG0446  NGVD 29 (??/??/92)  474.393  (m)         1556.40   (f) ADJ UNCH    1 2
 LG0446
 LG0446.Superseded values are not recommended for survey control.
 LG0446
 LG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0446.See file dsdata.pdf to determine how the superseded data were derived.
 LG0446
 LG0446_MARKER: DB = BENCH MARK DISK
 LG0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0446_STAMPING: H 14 1933 1556.263
 LG0446_MARK LOGO: CGS
 LG0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0446+STABILITY: SURFACE MOTION
 LG0446
 LG0446  HISTORY     - Date     Condition        Report By
 LG0446  HISTORY     - 1933     MONUMENTED       CGS
 LG0446  HISTORY     - 1944     GOOD             CGS
 LG0446  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0446
 LG0446                          STATION DESCRIPTION
 LG0446
 LG0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LG0446'2.3 MI W FROM FRIEND.
 LG0446'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0446'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.5 MILE WEST OF
 LG0446'MILEPOST 99, 98 FEET SOUTH OF THE SOUTH RAIL OF TRACK, 56 FEET
 LG0446'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD, 40 FEET
 LG0446'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 27 FEET WEST OF A
 LG0446'CONCRETE ROW MARKER POST FOR THE HIGHWAY 32 FEET SOUTH OF A
 LG0446'TELEGRAPH POLE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 LG0446'THE POST PROJECTS 2 INCHES AND THE DISK IS STAMPED 1556.263
 LG0446'H 14 1933.  NOTE-- A STEEL POST WAS SET NEAR THE MARK.
 LG0446
 LG0446                          STATION RECOVERY (1991)
 LG0446
 LG0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0446'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 LG0446'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0634 ***********************************************************************
 NM0634  DESIGNATION -  H 140
 NM0634  PID         -  NM0634
 NM0634  STATE/COUNTY-  NE/DIXON
 NM0634  COUNTRY     -  US
 NM0634  USGS QUAD   -  EMERSON (2017)
 NM0634
 NM0634                         *CURRENT SURVEY CONTROL
 NM0634  ______________________________________________________________________
 NM0634* NAD 83(1986) POSITION- 42 16 33.     (N) 096 43 39.     (W)   SCALED
 NM0634* NAVD 88 ORTHO HEIGHT -   436.232 (meters)     1431.20  (feet) ADJUSTED
 NM0634  ______________________________________________________________________
 NM0634  GEOID HEIGHT    -        -25.263 (meters)                     GEOID18
 NM0634  DYNAMIC HEIGHT  -        436.085 (meters)     1430.72  (feet) COMP
 NM0634  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 NM0634
 NM0634  VERT ORDER      -  FIRST     CLASS II
 NM0634
 NM0634.The horizontal coordinates were scaled from a map and have
 NM0634.an estimated accuracy of +/- 6 seconds.
 NM0634
 NM0634.The orthometric height was determined by differential leveling and
 NM0634.adjusted by the NATIONAL GEODETIC SURVEY
 NM0634.in June 1991.
 NM0634
 NM0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0634.GEOID18 height accuracy estimate available here.
 NM0634
 NM0634.Click photographs - Photos may exist for this station.
 NM0634
 NM0634.The dynamic height is computed by dividing the NAVD 88
 NM0634.geopotential number by the normal gravity value computed on the
 NM0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0634.degrees latitude (g = 980.6199 gals.).
 NM0634
 NM0634.The modeled gravity was interpolated from observed gravity values.
 NM0634
 NM0634;                    North         East    Units  Estimated Accuracy
 NM0634;SPC NE       -   276,300.      769,820.      MT  (+/- 180 meters Scaled)
 NM0634
 NM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM873829(NAD 83)
 NM0634
 NM0634                          SUPERSEDED SURVEY CONTROL
 NM0634
 NM0634  NGVD 29 (??/??/92)  436.060  (m)         1430.64   (f) ADJ UNCH    1 2
 NM0634
 NM0634.Superseded values are not recommended for survey control.
 NM0634
 NM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0634.See file dsdata.pdf to determine how the superseded data were derived.
 NM0634
 NM0634_MARKER: DB = BENCH MARK DISK
 NM0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0634_STAMPING: H 140 1935
 NM0634_MARK LOGO: CGS
 NM0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0634+STABILITY: SURFACE MOTION
 NM0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0634+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 NM0634
 NM0634  HISTORY     - Date     Condition        Report By
 NM0634  HISTORY     - 1935     MONUMENTED       CGS
 NM0634  HISTORY     - 1947     GOOD             CGS
 NM0634  HISTORY     - 19870408 GOOD             NEDR
 NM0634  HISTORY     - 20100323 GOOD             INDIV
 NM0634
 NM0634                          STATION DESCRIPTION
 NM0634
 NM0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0634'AT EMERSON.
 NM0634'AT EMERSON, 160.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NM0634'CHICAGO, ST. PAUL, MINNEAPOLIS, AND OMAHA RAILROAD STATION, 45.0
 NM0634'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH STREET, 33.9
 NM0634'FEET WEST OF THE SOUTHWEST CORNER OF THE STONE BASE OF THE
 NM0634'SOUTHERMOST OF TWO ORNAMENTAL LAMP POSTS, 33.4 FEET NORTH OF THE
 NM0634'NORTH RAIL OF THE NORTH SIDING TRACK, 12.0 FEET EAST OF THE EAST
 NM0634'EDGE OF A CONCRETE WALK, 0.5 FOOT SOUTH OF A 4 X 4 MARKER POST,
 NM0634'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 NM0634'THE GROUND.
 NM0634
 NM0634                          STATION RECOVERY (1987)
 NM0634
 NM0634'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987
 NM0634'RECOVERED IN GOOD CONDITION, AT EMERSON, 0.16 KM (0.10 MI) SOUTH ALONG
 NM0634'MAIN STREET, FROM THE POST OFFICE, THEN 0.16 KM (0.10 MI) WEST ALONG
 NM0634'WARKNOCK, THEN 0.16 KM (0.10 MI) SOUTH ALONG LOGAN TO THE BENCH MARK
 NM0634'ON THE LEFT, IN THE SOUTHWEST CORNER OF THE CITY PARK, 13.72 M
 NM0634'(45.0 FT) EAST FROM THE CENTERLINE OF LOGAN STREET, 10.03 M (32.9 FT)
 NM0634'WEST FROM THE SOUTHWEST CORNER OF THE STONE BASE OF THE SOUTHERNMOST
 NM0634'OF 2 ORNAMENTAL LAMP POSTS, 8.14 M (26.7 FT) SOUTHEAST FROM A POWER
 NM0634'POLE, 0.18 M (0.6 FT) WEST FROM A STEEL POST AND FLUSH WITH THE
 NM0634'GROUND.
 NM0634
 NM0634                          STATION RECOVERY (2010)
 NM0634
 NM0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 NM0634'RECOVERED IN GOOD CONDITION, MONUMENT NOW PROJECTS ABOUT .5 FT ABOVE
 NM0634'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1182 ***********************************************************************
 MK1182  DESIGNATION -  H 141
 MK1182  PID         -  MK1182
 MK1182  STATE/COUNTY-  NE/STANTON
 MK1182  COUNTRY     -  US
 MK1182  USGS QUAD   -  STANTON (2017)
 MK1182
 MK1182                         *CURRENT SURVEY CONTROL
 MK1182  ______________________________________________________________________
 MK1182* NAD 83(1986) POSITION- 41 58 00.     (N) 097 11 15.     (W)   SCALED
 MK1182* NAVD 88 ORTHO HEIGHT -   443.721 (meters)     1455.77  (feet) ADJUSTED
 MK1182  ______________________________________________________________________
 MK1182  GEOID HEIGHT    -        -24.742 (meters)                     GEOID18
 MK1182  DYNAMIC HEIGHT  -        443.555 (meters)     1455.23  (feet) COMP
 MK1182  MODELED GRAVITY -    980,232.8   (mgal)                       NAVD 88
 MK1182
 MK1182  VERT ORDER      -  SECOND    CLASS 0
 MK1182
 MK1182.The horizontal coordinates were scaled from a map and have
 MK1182.an estimated accuracy of +/- 6 seconds.
 MK1182
 MK1182.The orthometric height was determined by differential leveling and
 MK1182.adjusted by the NATIONAL GEODETIC SURVEY
 MK1182.in June 1991.
 MK1182
 MK1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1182.GEOID18 height accuracy estimate available here.
 MK1182
 MK1182.Click photographs - Photos may exist for this station.
 MK1182
 MK1182.The dynamic height is computed by dividing the NAVD 88
 MK1182.geopotential number by the normal gravity value computed on the
 MK1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1182.degrees latitude (g = 980.6199 gals.).
 MK1182
 MK1182.The modeled gravity was interpolated from observed gravity values.
 MK1182
 MK1182;                    North         East    Units  Estimated Accuracy
 MK1182;SPC NE       -   240,650.      733,030.      MT  (+/- 180 meters Scaled)
 MK1182
 MK1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM501476(NAD 83)
 MK1182
 MK1182                          SUPERSEDED SURVEY CONTROL
 MK1182
 MK1182  NGVD 29 (??/??/92)  443.552  (m)         1455.22   (f) ADJ UNCH    2 0
 MK1182
 MK1182.Superseded values are not recommended for survey control.
 MK1182
 MK1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1182.See file dsdata.pdf to determine how the superseded data were derived.
 MK1182
 MK1182_MARKER: DB = BENCH MARK DISK
 MK1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1182_SP_SET: BRIDGE ABUTMENT
 MK1182_STAMPING: H 141 1935
 MK1182_MARK LOGO: CGS
 MK1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1182
 MK1182  HISTORY     - Date     Condition        Report By
 MK1182  HISTORY     - 1935     MONUMENTED       CGS
 MK1182
 MK1182                          STATION DESCRIPTION
 MK1182
 MK1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1182'2.2 MI E FROM STANTON.
 MK1182'2.2 MILES EAST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1182'RAILROAD BETWEEN PILGER AND NORFOLK, 725 FEET WEST OF MILE POST
 MK1182'NO. 67, 74 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 8,
 MK1182'6.0 FEET NORTH OF THE NORTH RAIL, 1.5 FEET ABOVE THE LEVEL OF
 MK1182'TRACK, STANDARD MARK IN THE NORTHWEST CORNER OF THE WEST ABUTMENT
 MK1182'OF RAILROAD BRIDGE NO. 106.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0083 ***********************************************************************
 LH0083  DESIGNATION -  H 15
 LH0083  PID         -  LH0083
 LH0083  STATE/COUNTY-  NE/CLAY
 LH0083  COUNTRY     -  US
 LH0083  USGS QUAD   -  HARVARD (2017)
 LH0083
 LH0083                         *CURRENT SURVEY CONTROL
 LH0083  ______________________________________________________________________
 LH0083* NAD 83(1986) POSITION- 40 36 57.     (N) 098 04 14.     (W)   SCALED
 LH0083* NAVD 88 ORTHO HEIGHT -   546.766 (meters)     1793.85  (feet) ADJUSTED
 LH0083  ______________________________________________________________________
 LH0083  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 LH0083  DYNAMIC HEIGHT  -        546.462 (meters)     1792.85  (feet) COMP
 LH0083  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 LH0083
 LH0083  VERT ORDER      -  FIRST     CLASS II
 LH0083
 LH0083.The horizontal coordinates were scaled from a map and have
 LH0083.an estimated accuracy of +/- 6 seconds.
 LH0083
 LH0083.The orthometric height was determined by differential leveling and
 LH0083.adjusted by the NATIONAL GEODETIC SURVEY
 LH0083.in May 1993.
 LH0083
 LH0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0083.GEOID18 height accuracy estimate available here.
 LH0083
 LH0083.Click photographs - Photos may exist for this station.
 LH0083
 LH0083.The dynamic height is computed by dividing the NAVD 88
 LH0083.geopotential number by the normal gravity value computed on the
 LH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0083.degrees latitude (g = 980.6199 gals.).
 LH0083
 LH0083.The modeled gravity was interpolated from observed gravity values.
 LH0083
 LH0083;                    North         East    Units  Estimated Accuracy
 LH0083;SPC NE       -    88,700.      663,220.      MT  (+/- 180 meters Scaled)
 LH0083
 LH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK786965(NAD 83)
 LH0083
 LH0083                          SUPERSEDED SURVEY CONTROL
 LH0083
 LH0083  NAVD 88 (06/15/91)  546.747  (m)         1793.79   (f) SUPERSEDED  1 2
 LH0083  NGVD 29 (??/??/92)  546.531  (m)         1793.08   (f) ADJ UNCH    1 2
 LH0083
 LH0083.Superseded values are not recommended for survey control.
 LH0083
 LH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0083.See file dsdata.pdf to determine how the superseded data were derived.
 LH0083
 LH0083_MARKER: DB = BENCH MARK DISK
 LH0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0083_STAMPING: H 15 1933 1793.103
 LH0083_MARK LOGO: CGS
 LH0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0083+STABILITY: SURFACE MOTION
 LH0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0083+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2010
 LH0083
 LH0083  HISTORY     - Date     Condition        Report By
 LH0083  HISTORY     - 1933     MONUMENTED       CGS
 LH0083  HISTORY     - 1941     GOOD             CGS
 LH0083  HISTORY     - 19911006 GOOD             NGS
 LH0083  HISTORY     - 20100619 GOOD             GRWAS
 LH0083
 LH0083                          STATION DESCRIPTION
 LH0083
 LH0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0083'1.5 MI E FROM HARVARD.
 LH0083'1.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0083'FROM THE STATION AT HARVARD, CLAY COUNTY, 1/4 MILE WEST OF
 LH0083'MILEPOST 139, AT A ROAD CROSSING, 94.6 FEET NORTH OF THE
 LH0083'CENTERLINE OF THE TRACK, 58 FEET EAST OF THE CENTERLINE OF A
 LH0083'GRADE CROSSING, 26 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH
 LH0083'OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LH0083'1793.103 H 15 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0083'PROJECTING 3 INCHES ABOVE GROUND.
 LH0083
 LH0083                          STATION RECOVERY (1991)
 LH0083
 LH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0083'28.7 KM (17.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH0083'OF U.S. HIGHWAY 281 IN HASTINGS, THENCE 3.6 KM (2.25 MI) NORTHERLY
 LH0083'ALONG A GRAVELED ROAD, 28.2 M (92.5 FT) NORTH OF THE NEAR RAIL OF THE
 LH0083'MAIN TRACK OF THE BURLINGTON NORTHERN RAILROAD, 17.1 M (56.1 FT) EAST
 LH0083'OF THE ROAD CENTER, 8.0 M (26.2 FT) EAST OF A UTILITY POLE WITH A GUY
 LH0083'CABLE, 0.7 M (2.3 FT) EAST OF A WITNESS POST, 0.7 M (2.3 FT) EAST OF
 LH0083'A WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW
 LH0083'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0083'SURFACE.
 LH0083
 LH0083                          STATION RECOVERY (2010)
 LH0083
 LH0083'RECOVERY NOTE BY GRW AERIAL SURVEY 2010 (CS)
 LH0083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0293 ***********************************************************************
 LJ0293  DESIGNATION -  H 158
 LJ0293  PID         -  LJ0293
 LJ0293  STATE/COUNTY-  NE/CHASE
 LJ0293  COUNTRY     -  US
 LJ0293  USGS QUAD   -  CHASE (2017)
 LJ0293
 LJ0293                         *CURRENT SURVEY CONTROL
 LJ0293  ______________________________________________________________________
 LJ0293* NAD 83(1986) POSITION- 40 32 14.     (N) 101 47 59.     (W)   SCALED
 LJ0293* NAVD 88 ORTHO HEIGHT -  1034.005 (meters)     3392.40  (feet) ADJUSTED
 LJ0293  ______________________________________________________________________
 LJ0293  GEOID HEIGHT    -        -21.934 (meters)                     GEOID18
 LJ0293  DYNAMIC HEIGHT  -       1033.289 (meters)     3390.05  (feet) COMP
 LJ0293  MODELED GRAVITY -    979,897.2   (mgal)                       NAVD 88
 LJ0293
 LJ0293  VERT ORDER      -  SECOND    CLASS 0
 LJ0293
 LJ0293.The horizontal coordinates were scaled from a map and have
 LJ0293.an estimated accuracy of +/- 6 seconds.
 LJ0293
 LJ0293.The orthometric height was determined by differential leveling and
 LJ0293.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0293.in June 1991.
 LJ0293
 LJ0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0293.GEOID18 height accuracy estimate available here.
 LJ0293
 LJ0293.Click photographs - Photos may exist for this station.
 LJ0293
 LJ0293.The dynamic height is computed by dividing the NAVD 88
 LJ0293.geopotential number by the normal gravity value computed on the
 LJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0293.degrees latitude (g = 980.6199 gals.).
 LJ0293
 LJ0293.The modeled gravity was interpolated from observed gravity values.
 LJ0293
 LJ0293;                    North         East    Units  Estimated Accuracy
 LJ0293;SPC NE       -    79,740.      347,570.      MT  (+/- 180 meters Scaled)
 LJ0293
 LJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK628911(NAD 83)
 LJ0293
 LJ0293                          SUPERSEDED SURVEY CONTROL
 LJ0293
 LJ0293  NGVD 29 (??/??/92) 1033.588  (m)         3391.03   (f) ADJ UNCH    2 0
 LJ0293
 LJ0293.Superseded values are not recommended for survey control.
 LJ0293
 LJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0293.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0293
 LJ0293_MARKER: DB = BENCH MARK DISK
 LJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0293_STAMPING: H 158 1934
 LJ0293_MARK LOGO: CGS
 LJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0293+STABILITY: SURFACE MOTION
 LJ0293
 LJ0293  HISTORY     - Date     Condition        Report By
 LJ0293  HISTORY     - 1934     MONUMENTED       CGS
 LJ0293  HISTORY     - 1968     MARK NOT FOUND   CGS
 LJ0293
 LJ0293                          STATION DESCRIPTION
 LJ0293
 LJ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LJ0293'10 MI W FROM IMPERIAL.
 LJ0293'10.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LJ0293'AND QUINCY RAILROAD STATION AT IMPERIAL, CHASE COUNTY, AT A FOUR
 LJ0293'CORNERS, AT THE C.A. STATES MAIL BOX, 42 FEET WEST OF THE CENTER
 LJ0293'LINE OF THE CROSSROAD AND 36 FEET SOUTH OF THE CENTER LINE OF
 LJ0293'HIGHWAY.  A STANDARD DISK, STAMPED, H 158 1934 AND SET IN THE
 LJ0293'TOP OF A CONCRETE POST.  NOTE-- THE ORIGINAL MEASUREMENTS
 LJ0293'PLACES THE LOCATION IN THE PRESENT BARROW PIT OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0113 ***********************************************************************
 LJ0113  DESIGNATION -  H 159
 LJ0113  PID         -  LJ0113
 LJ0113  STATE/COUNTY-  NE/HITCHCOCK
 LJ0113  COUNTRY     -  US
 LJ0113  USGS QUAD   -  BEVERLY (2017)
 LJ0113
 LJ0113                         *CURRENT SURVEY CONTROL
 LJ0113  ______________________________________________________________________
 LJ0113* NAD 83(1986) POSITION- 40 16 50.     (N) 100 58 27.     (W)   SCALED
 LJ0113* NAVD 88 ORTHO HEIGHT -   811.680 (meters)     2662.99  (feet) ADJUSTED
 LJ0113  ______________________________________________________________________
 LJ0113  GEOID HEIGHT    -        -23.456 (meters)                     GEOID18
 LJ0113  DYNAMIC HEIGHT  -        811.142 (meters)     2661.22  (feet) COMP
 LJ0113  MODELED GRAVITY -    979,934.9   (mgal)                       NAVD 88
 LJ0113
 LJ0113  VERT ORDER      -  SECOND    CLASS 0
 LJ0113
 LJ0113.The horizontal coordinates were scaled from a map and have
 LJ0113.an estimated accuracy of +/- 6 seconds.
 LJ0113
 LJ0113.The orthometric height was determined by differential leveling and
 LJ0113.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0113.in June 1991.
 LJ0113
 LJ0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0113.GEOID18 height accuracy estimate available here.
 LJ0113
 LJ0113.Click photographs - Photos may exist for this station.
 LJ0113
 LJ0113.The dynamic height is computed by dividing the NAVD 88
 LJ0113.geopotential number by the normal gravity value computed on the
 LJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0113.degrees latitude (g = 980.6199 gals.).
 LJ0113
 LJ0113.The modeled gravity was interpolated from observed gravity values.
 LJ0113
 LJ0113;                    North         East    Units  Estimated Accuracy
 LJ0113;SPC NE       -    50,120.      417,170.      MT  (+/- 180 meters Scaled)
 LJ0113
 LJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK321607(NAD 83)
 LJ0113
 LJ0113                          SUPERSEDED SURVEY CONTROL
 LJ0113
 LJ0113  NGVD 29 (??/??/92)  811.358  (m)         2661.93   (f) ADJ UNCH    2 0
 LJ0113
 LJ0113.Superseded values are not recommended for survey control.
 LJ0113
 LJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0113.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0113
 LJ0113_MARKER: DB = BENCH MARK DISK
 LJ0113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0113_SP_SET: CULVERT HEADWALL
 LJ0113_STAMPING: H 159 1934
 LJ0113_MARK LOGO: CGS
 LJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0113+STABILITY: SURFACE MOTION
 LJ0113
 LJ0113  HISTORY     - Date     Condition        Report By
 LJ0113  HISTORY     - 1934     MONUMENTED       CGS
 LJ0113  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0113  HISTORY     - 19950425 MARK NOT FOUND   NGS
 LJ0113
 LJ0113                          STATION DESCRIPTION
 LJ0113
 LJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0113'AT BEVERLY.
 LJ0113'AT BEVERLY, AT CHICAGO, BURLINGTON RAILROAD STATION IN HEAD
 LJ0113'WALL FOR ENTRANCE FROM U.S. HIGHWAY 6.  88 FEET NORTH OF CENTER
 LJ0113'LINE OF TRACKS.  34 FEET SOUTH CENTER LINE OF HIGHWAY.  150
 LJ0113'FEET EAST OF ELEVATOR.
 LJ0113
 LJ0113                          STATION RECOVERY (1973)
 LJ0113
 LJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0113'MARK NOT FOUND.
 LJ0113
 LJ0113                          STATION RECOVERY (1995)
 LJ0113
 LJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0113'NOT FOUND.  IT IS BELIEVED THIS MARK IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0648 ***********************************************************************
 ML0648  CBN         -  This is a Cooperative Base Network Control Station.
 ML0648  DESIGNATION -  H 16
 ML0648  PID         -  ML0648
 ML0648  STATE/COUNTY-  NE/CUSTER
 ML0648  COUNTRY     -  US
 ML0648  USGS QUAD   -  MASON CITY SW (2017)
 ML0648
 ML0648                         *CURRENT SURVEY CONTROL
 ML0648  ______________________________________________________________________
 ML0648* NAD 83(2011) POSITION- 41 02 56.12263(N) 099 23 45.27861(W)   ADJUSTED
 ML0648* NAD 83(2011) ELLIP HT-   655.336 (meters)        (06/27/12)   ADJUSTED
 ML0648* NAD 83(2011) EPOCH   -  2010.00
 ML0648* NAVD 88 ORTHO HEIGHT -   679.013 (meters)     2227.73  (feet) ADJUSTED
 ML0648  ______________________________________________________________________
 ML0648  GEOID HEIGHT    -        -23.665 (meters)                     GEOID18
 ML0648  NAD 83(2011) X  -   -786,486.716 (meters)                     COMP
 ML0648  NAD 83(2011) Y  - -4,752,886.324 (meters)                     COMP
 ML0648  NAD 83(2011) Z  -  4,166,952.458 (meters)                     COMP
 ML0648  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 ML0648  DYNAMIC HEIGHT  -        678.640 (meters)     2226.50  (feet) COMP
 ML0648  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 ML0648
 ML0648  VERT ORDER      -  FIRST     CLASS II
 ML0648
 ML0648  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0648  Standards:
 ML0648         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0648            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0648  -------------------------------------------------------------------
 ML0648  NETWORK    0.49   1.33           0.23   0.15   0.68     -0.03142239
 ML0648  -------------------------------------------------------------------
 ML0648  Click here for local accuracies and other accuracy information.
 ML0648
 ML0648.The horizontal coordinates were established by GPS observations
 ML0648.and adjusted by the National Geodetic Survey in June 2012.
 ML0648
 ML0648.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0648.been affixed to the stable North American tectonic plate. See 
 ML0648.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0648
 ML0648.The horizontal coordinates are valid at the epoch date displayed above
 ML0648.which is a decimal equivalence of Year/Month/Day.
 ML0648
 ML0648.The orthometric height was determined by differential leveling and
 ML0648.adjusted by the NATIONAL GEODETIC SURVEY
 ML0648.in June 1991.
 ML0648
 ML0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0648.GEOID18 height accuracy estimate available here.
 ML0648
 ML0648.Click photographs - Photos may exist for this station.
 ML0648
 ML0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0648
 ML0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0648
 ML0648.The ellipsoidal height was determined by GPS observations
 ML0648.and is referenced to NAD 83.
 ML0648
 ML0648.The dynamic height is computed by dividing the NAVD 88
 ML0648.geopotential number by the normal gravity value computed on the
 ML0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0648.degrees latitude (g = 980.6199 gals.).
 ML0648
 ML0648.The modeled gravity was interpolated from observed gravity values.
 ML0648
 ML0648. The following values were computed from the NAD 83(2011) position.
 ML0648
 ML0648;                    North         East     Units Scale Factor Converg.
 ML0648;SPC NE       -   135,139.732   550,771.416   MT  0.99969019   +0 24 01.2
 ML0648;SPC NE       -   443,370.94  1,806,989.22   sFT  0.99969019   +0 24 01.2
 ML0648;UTM  14      - 4,544,263.488   466,727.897   MT  0.99961362   -0 15 36.0
 ML0648
 ML0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0648!SPC NE       -   0.99989722  x   0.99969019  =   0.99958744
 ML0648!UTM  14      -   0.99989722  x   0.99961362  =   0.99951087
 ML0648
 ML0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6672744263(NAD 83)
 ML0648
 ML0648                          SUPERSEDED SURVEY CONTROL
 ML0648
 ML0648  NAD 83(2007)-  41 02 56.12257(N)    099 23 45.27926(W) AD(2002.00) 0
 ML0648  ELLIP H (02/10/07)  655.359  (m)                       GP(2002.00)    
 ML0648  ELLIP H (09/24/01)  655.336  (m)                       GP(       ) 4 1
 ML0648  NAD 83(1995)-  41 02 56.12231(N)    099 23 45.27876(W) AD(       ) B
 ML0648  ELLIP H (06/25/96)  655.394  (m)                       GP(       ) 1 1
 ML0648  NAVD 88             679.01   (m)         2227.7    (f) LEVELING    3  
 ML0648  NGVD 29 (??/??/92)  678.767  (m)         2226.92   (f) ADJ UNCH    1 2
 ML0648
 ML0648.Superseded values are not recommended for survey control.
 ML0648
 ML0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0648.See file dsdata.pdf to determine how the superseded data were derived.
 ML0648
 ML0648_MARKER: DB = BENCH MARK DISK
 ML0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0648_STAMPING: H 16 1933 2226.921
 ML0648_MARK LOGO: CGS
 ML0648_PROJECTION: RECESSED 21 CENTIMETERS
 ML0648_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0648+STABILITY: SURFACE MOTION
 ML0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0648+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2018
 ML0648
 ML0648  HISTORY     - Date     Condition        Report By
 ML0648  HISTORY     - 1933     MONUMENTED       CGS
 ML0648  HISTORY     - 1968     GOOD             CGS
 ML0648  HISTORY     - 19950605 GOOD             NGS
 ML0648  HISTORY     - 20100407 GOOD             NEGS
 ML0648  HISTORY     - 20170113 GOOD             NEGS
 ML0648  HISTORY     - 20180917 GOOD             NEGS
 ML0648
 ML0648                          STATION DESCRIPTION
 ML0648
 ML0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0648'17.8 MI S FROM ANSLEY.
 ML0648'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 ML0648'HIGHWAY 40 AT MILLER, GO SOUTH ON U.S. HIGHWAY 183 FOR 9.05
 ML0648'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 ML0648'ON OLD U.S. HIGHWAY 183 FOR 0.9 MILE TO THE MARK ON THE LEFT
 ML0648'ABOUT 275 FEET WEST OF THE BRIDGE OVER LITTLE CAT CREEK.
 ML0648'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK AND THE MARK
 ML0648'IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- U.S.
 ML0648'HIGHWAY 183 HAS BEEN CHANGED BUT ALL OLD TIES REMAIN THE SAME.
 ML0648
 ML0648                          STATION RECOVERY (1995)
 ML0648
 ML0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0648'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF MILLER, 0.9 MI
 ML0648'(1.4 KM) WEST OF U.S. HIGHWAY 183, JUST NORTH OF THE BUFFALO-CUSTER
 ML0648'COUNTY LINE, ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND
 ML0648'IN THE SW1/4, SEC33, T13N, R18W.  TO REACH THE MARK FROM THE JUNCTION
 ML0648'OF U.S. HIGHWAY 183 AND STATE HIGHWAY 40 AT MILLER, GO NORTH ON
 ML0648'HIGHWAY 183 FOR 8.3 MI (13.4 KM) TO A SIDE ROAD ON THE LEFT, ABOUT
 ML0648'0.25 MI (0.40 KM) NORTH OF THE SOUTH LOUP RIVER AND AT THE
 ML0648'CUSTER-BUFFALO COUNTY LINE.  TURN LEFT AND GO WEST AND NORTHWEST ON A
 ML0648'GRAVELED ROAD FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, JUST AFTER
 ML0648'CROSSING A SMALL BRIDGE OVER THE LITTLE CAT CREEK.  THE DISK IS SET
 ML0648'INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.7
 ML0648'FT (21.3 CM) BELOW THE GROUND SURFACE.  IT IS 309.0 FT (94.2 M) WEST
 ML0648'OF THE CENTER OF THE BRIDGE OVER THE CREEK, 164.5 FT (50.1 M) WEST OF
 ML0648'THE CENTERLINE OF A FIELD ENTRANCE, 36.5 FT (11.1 M) SOUTH OF THE
 ML0648'CENTERLINE OF THE ROAD, 2.5 FT (0.8 M) WEST-NORTHWEST OF A FIBERGLASS
 ML0648'WITNESS POST, 1.50 FT (0.46 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 ML0648'1.1 FT (0.3 M) EAST OF A METAL WITNESS POST AND ABOUT 2 FT (0.6 M)
 ML0648'LOWER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE
 ML0648'MARK.
 ML0648
 ML0648                          STATION RECOVERY (2010)
 ML0648
 ML0648'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0648'RECOVERED IN GOOD CONDITION.
 ML0648
 ML0648                          STATION RECOVERY (2017)
 ML0648
 ML0648'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 ML0648'RECOVERED IN GOOD CONDITION
 ML0648
 ML0648                          STATION RECOVERY (2018)
 ML0648
 ML0648'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0260 ***********************************************************************
 LJ0260  DESIGNATION -  H 160
 LJ0260  PID         -  LJ0260
 LJ0260  STATE/COUNTY-  NE/PERKINS
 LJ0260  COUNTRY     -  US
 LJ0260  USGS QUAD   -  GRANT (2017)
 LJ0260
 LJ0260                         *CURRENT SURVEY CONTROL
 LJ0260  ______________________________________________________________________
 LJ0260* NAD 83(1986) POSITION- 40 51 01.     (N) 101 43 33.     (W)   SCALED
 LJ0260* NAVD 88 ORTHO HEIGHT -  1040.197 (meters)     3412.71  (feet) ADJUSTED
 LJ0260  ______________________________________________________________________
 LJ0260  GEOID HEIGHT    -        -21.452 (meters)                     GEOID18
 LJ0260  DYNAMIC HEIGHT  -       1039.512 (meters)     3410.47  (feet) COMP
 LJ0260  MODELED GRAVITY -    979,930.1   (mgal)                       NAVD 88
 LJ0260
 LJ0260  VERT ORDER      -  SECOND    CLASS 0
 LJ0260
 LJ0260.The horizontal coordinates were scaled from a map and have
 LJ0260.an estimated accuracy of +/- 6 seconds.
 LJ0260
 LJ0260.The orthometric height was determined by differential leveling and
 LJ0260.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0260.in June 1991.
 LJ0260
 LJ0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0260.GEOID18 height accuracy estimate available here.
 LJ0260
 LJ0260.Click photographs - Photos may exist for this station.
 LJ0260
 LJ0260.The dynamic height is computed by dividing the NAVD 88
 LJ0260.geopotential number by the normal gravity value computed on the
 LJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0260.degrees latitude (g = 980.6199 gals.).
 LJ0260
 LJ0260.The modeled gravity was interpolated from observed gravity values.
 LJ0260
 LJ0260;                    North         East    Units  Estimated Accuracy
 LJ0260;SPC NE       -   114,360.      354,520.      MT  (+/- 180 meters Scaled)
 LJ0260
 LJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL702257(NAD 83)
 LJ0260
 LJ0260                          SUPERSEDED SURVEY CONTROL
 LJ0260
 LJ0260  NGVD 29 (??/??/92) 1039.774  (m)         3411.33   (f) ADJ UNCH    2 0
 LJ0260
 LJ0260.Superseded values are not recommended for survey control.
 LJ0260
 LJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0260.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0260
 LJ0260_MARKER: DB = BENCH MARK DISK
 LJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0260_STAMPING: H 160 1934
 LJ0260_MARK LOGO: CGS
 LJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0260+STABILITY: SURFACE MOTION
 LJ0260
 LJ0260  HISTORY     - Date     Condition        Report By
 LJ0260  HISTORY     - 1934     MONUMENTED       CGS
 LJ0260  HISTORY     - 1960     GOOD             CGS
 LJ0260
 LJ0260                          STATION DESCRIPTION
 LJ0260
 LJ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LJ0260'AT GRANT.
 LJ0260'AT THE NORTH SIDE OF GRANT, NEAR THE TRIPLE C MOTEL, ABOUT
 LJ0260'600 FEET NORTH OF THE PERKINS COUNTY COMMUNITY HOSPITAL, 38
 LJ0260'FEET NORTH AND 36 FEET WEST OF HIGHWAY 61 AT A FENCE LINE
 LJ0260'LEADING WEST, 13.8 FEET WEST OF THE CONCRETE HIGHWAY CURB, AND
 LJ0260'SET IN A GRASS TRIANGLE BETWEEN 2 DRIVEWAYS LEADING WEST.  A
 LJ0260'STANDARD DISK, STAMPED H 160 1934 AND SET IN THE TOP OF A
 LJ0260'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0278 ***********************************************************************
 LJ0278  DESIGNATION -  H 161
 LJ0278  PID         -  LJ0278
 LJ0278  STATE/COUNTY-  NE/PERKINS
 LJ0278  COUNTRY     -  US
 LJ0278  USGS QUAD   -  BRANDON SE (2017)
 LJ0278
 LJ0278                         *CURRENT SURVEY CONTROL
 LJ0278  ______________________________________________________________________
 LJ0278* NAD 83(1986) POSITION- 40 50 07.     (N) 101 48 02.     (W)   SCALED
 LJ0278* NAVD 88 ORTHO HEIGHT -  1054.962 (meters)     3461.15  (feet) ADJUSTED
 LJ0278  ______________________________________________________________________
 LJ0278  GEOID HEIGHT    -        -21.352 (meters)                     GEOID18
 LJ0278  DYNAMIC HEIGHT  -       1054.261 (meters)     3458.85  (feet) COMP
 LJ0278  MODELED GRAVITY -    979,923.6   (mgal)                       NAVD 88
 LJ0278
 LJ0278  VERT ORDER      -  SECOND    CLASS 0
 LJ0278
 LJ0278.The horizontal coordinates were scaled from a map and have
 LJ0278.an estimated accuracy of +/- 6 seconds.
 LJ0278
 LJ0278.The orthometric height was determined by differential leveling and
 LJ0278.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0278.in June 1991.
 LJ0278
 LJ0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0278.GEOID18 height accuracy estimate available here.
 LJ0278
 LJ0278.Click photographs - Photos may exist for this station.
 LJ0278
 LJ0278.The dynamic height is computed by dividing the NAVD 88
 LJ0278.geopotential number by the normal gravity value computed on the
 LJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0278.degrees latitude (g = 980.6199 gals.).
 LJ0278
 LJ0278.The modeled gravity was interpolated from observed gravity values.
 LJ0278
 LJ0278;                    North         East    Units  Estimated Accuracy
 LJ0278;SPC NE       -   112,820.      348,190.      MT  (+/- 180 meters Scaled)
 LJ0278
 LJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL638242(NAD 83)
 LJ0278
 LJ0278                          SUPERSEDED SURVEY CONTROL
 LJ0278
 LJ0278  NGVD 29 (??/??/92) 1054.531  (m)         3459.74   (f) ADJ UNCH    2 0
 LJ0278
 LJ0278.Superseded values are not recommended for survey control.
 LJ0278
 LJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0278.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0278
 LJ0278_MARKER: DB = BENCH MARK DISK
 LJ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0278_STAMPING: H 161 1934
 LJ0278_MARK LOGO: CGS
 LJ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0278+STABILITY: SURFACE MOTION
 LJ0278
 LJ0278  HISTORY     - Date     Condition        Report By
 LJ0278  HISTORY     - 1934     MONUMENTED       CGS
 LJ0278  HISTORY     - 1941     GOOD             CGS
 LJ0278  HISTORY     - 1960     GOOD             USGS
 LJ0278
 LJ0278                          STATION DESCRIPTION
 LJ0278
 LJ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0278'4 MI W FROM GRANT.
 LJ0278'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0278'FROM THE WATER TANK AT GRANT, PERKINS COUNTY, AT MILEPOST 148,
 LJ0278'2 RAILS EAST OF A ROAD CROSSING.  A STANDARD DISK, STAMPED H 161
 LJ0278'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 36 FT. N.
 LJ0278'OF CENTER LINE OF HIGHWAY.  48 FT. S. OF CENTER LINE OF TRACK.
 LJ0278
 LJ0278                          STATION RECOVERY (1960)
 LJ0278
 LJ0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0247 ***********************************************************************
 LJ0247  DESIGNATION -  H 162
 LJ0247  PID         -  LJ0247
 LJ0247  STATE/COUNTY-  NE/DUNDY
 LJ0247  COUNTRY     -  US
 LJ0247  USGS QUAD   -  ARROWHEAD LAKE (2017)
 LJ0247
 LJ0247                         *CURRENT SURVEY CONTROL
 LJ0247  ______________________________________________________________________
 LJ0247* NAD 83(1986) POSITION- 40 08 02.92   (N) 101 30 43.44   (W)   HD_HELD1
 LJ0247* NAVD 88 ORTHO HEIGHT -   981.424 (meters)     3219.89  (feet) ADJUSTED
 LJ0247  ______________________________________________________________________
 LJ0247  GEOID HEIGHT    -        -23.092 (meters)                     GEOID18
 LJ0247  DYNAMIC HEIGHT  -        980.731 (meters)     3217.62  (feet) COMP
 LJ0247  MODELED GRAVITY -    979,886.0   (mgal)                       NAVD 88
 LJ0247
 LJ0247  VERT ORDER      -  SECOND    CLASS 0
 LJ0247
 LJ0247.The horizontal coordinates were determined by differentially corrected
 LJ0247.hand held GPS observations or other comparable positioning techniques
 LJ0247.and have an estimated accuracy of +/- 3 meters.
 LJ0247
 LJ0247.The orthometric height was determined by differential leveling and
 LJ0247.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0247.in June 1991.
 LJ0247
 LJ0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0247.GEOID18 height accuracy estimate available here.
 LJ0247
 LJ0247.Click photographs - Photos may exist for this station.
 LJ0247
 LJ0247.The dynamic height is computed by dividing the NAVD 88
 LJ0247.geopotential number by the normal gravity value computed on the
 LJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0247.degrees latitude (g = 980.6199 gals.).
 LJ0247
 LJ0247.The modeled gravity was interpolated from observed gravity values.
 LJ0247
 LJ0247;                    North         East    Units  Estimated Accuracy
 LJ0247;SPC NE       -    34,527.4     371,145.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0247
 LJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8597945671(NAD 83)
 LJ0247
 LJ0247                          SUPERSEDED SURVEY CONTROL
 LJ0247
 LJ0247  NGVD 29 (??/??/92)  981.068  (m)         3218.72   (f) ADJ UNCH    2 0
 LJ0247
 LJ0247.Superseded values are not recommended for survey control.
 LJ0247
 LJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0247.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0247
 LJ0247_MARKER: DB = BENCH MARK DISK
 LJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0247_STAMPING: H 162 1934
 LJ0247_MARK LOGO: CGS
 LJ0247_PROJECTION: RECESSED 12 CENTIMETERS
 LJ0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0247+STABILITY: SURFACE MOTION
 LJ0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0247+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 LJ0247
 LJ0247  HISTORY     - Date     Condition        Report By
 LJ0247  HISTORY     - 1934     MONUMENTED       CGS
 LJ0247  HISTORY     - 1941     GOOD             CGS
 LJ0247  HISTORY     - 1973     GOOD             USGS
 LJ0247  HISTORY     - 19950425 GOOD             NGS
 LJ0247  HISTORY     - 20200226 GOOD             NEGS
 LJ0247
 LJ0247                          STATION DESCRIPTION
 LJ0247
 LJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0247'6.4 MI NE FROM BENKELMAN.
 LJ0247'6.4 MILES NORTHEAST ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0247'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, IN THE
 LJ0247'SOUTHWEST CORNER SECTION 16, T 2 N, R 37 W, ABOUT 1/4 MILE
 LJ0247'NORTH OF A FARMHOUSE, 27 FEET NORTH OF THE CENTERLINE OF A CROSS
 LJ0247'ROAD, AND 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 LJ0247'STANDARD DISK, STAMPED H 162 1934 AND SET IN THE TOP OF A
 LJ0247'CONCRETE POST.
 LJ0247
 LJ0247                          STATION RECOVERY (1973)
 LJ0247
 LJ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0247'RECOVERED IN GOOD CONDITION.
 LJ0247
 LJ0247                          STATION RECOVERY (1995)
 LJ0247
 LJ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (TR)
 LJ0247'RECOVERED AS DESCRIBED.
 LJ0247
 LJ0247                          STATION RECOVERY (2020)
 LJ0247
 LJ0247'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LJ0247'TO REACH FROM THE NORTH JUNCTION OF US-34 AND N-61, AT THE NORTH EDGE
 LJ0247'OF BENKELMAN, GO NORTH ON N-61 FOR 5 MI (8.0 KM) TO COUNTY ROAD ROAD
 LJ0247'711.  TURN RIGHT (EAST) AND GO ONE MILE TO COUNTY ROAD AVENUE 339 AND
 LJ0247'THE MARK TO THE NORTHEAST.
 LJ0247'
 LJ0247'IT IS 58.8 FT (17.9 M) NORTH-NORTHEAST OF ROAD 711 / AVENUE 339 SIGN
 LJ0247'POST, 53 FT (16.2 M) EAST OF THE CENTERLINE OF AVENUE 339 (OLD HIGHWAY
 LJ0247'61), 50 FT (15.2 M) NORTH OF THE EXTENDED CENTERLINE OF ROAD 711 TO
 LJ0247'THE WEST, 1.3 FT (0.4 M) NORTH OF AN OLD ORANGE FIBERGLASS WITNESS
 LJ0247'POST AND 1.0 FT (0.3 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0121 ***********************************************************************
 LJ0121  DESIGNATION -  H 163
 LJ0121  PID         -  LJ0121
 LJ0121  STATE/COUNTY-  NE/LINCOLN
 LJ0121  COUNTRY     -  US
 LJ0121  USGS QUAD   -  DICKENS (2017)
 LJ0121
 LJ0121                         *CURRENT SURVEY CONTROL
 LJ0121  ______________________________________________________________________
 LJ0121* NAD 83(1986) POSITION- 40 49 28.     (N) 100 56 40.     (W)   SCALED
 LJ0121* NAVD 88 ORTHO HEIGHT -   936.006 (meters)     3070.88  (feet) ADJUSTED
 LJ0121  ______________________________________________________________________
 LJ0121  GEOID HEIGHT    -        -22.658 (meters)                     GEOID18
 LJ0121  DYNAMIC HEIGHT  -        935.399 (meters)     3068.89  (feet) COMP
 LJ0121  MODELED GRAVITY -    979,943.4   (mgal)                       NAVD 88
 LJ0121
 LJ0121  VERT ORDER      -  SECOND    CLASS 0
 LJ0121
 LJ0121.The horizontal coordinates were scaled from a map and have
 LJ0121.an estimated accuracy of +/- 6 seconds.
 LJ0121
 LJ0121.The orthometric height was determined by differential leveling and
 LJ0121.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0121.in June 1991.
 LJ0121
 LJ0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0121.GEOID18 height accuracy estimate available here.
 LJ0121
 LJ0121.Click photographs - Photos may exist for this station.
 LJ0121
 LJ0121.The dynamic height is computed by dividing the NAVD 88
 LJ0121.geopotential number by the normal gravity value computed on the
 LJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0121.degrees latitude (g = 980.6199 gals.).
 LJ0121
 LJ0121.The modeled gravity was interpolated from observed gravity values.
 LJ0121
 LJ0121;                    North         East    Units  Estimated Accuracy
 LJ0121;SPC NE       -   110,480.      420,350.      MT  (+/- 180 meters Scaled)
 LJ0121
 LJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL360210(NAD 83)
 LJ0121
 LJ0121                          SUPERSEDED SURVEY CONTROL
 LJ0121
 LJ0121  NGVD 29 (??/??/92)  935.613  (m)         3069.59   (f) ADJ UNCH    2 0
 LJ0121
 LJ0121.Superseded values are not recommended for survey control.
 LJ0121
 LJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0121.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0121
 LJ0121_MARKER: DB = BENCH MARK DISK
 LJ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0121_STAMPING: H 163 1934
 LJ0121_MARK LOGO: CGS
 LJ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0121+STABILITY: SURFACE MOTION
 LJ0121
 LJ0121  HISTORY     - Date     Condition        Report By
 LJ0121  HISTORY     - 1934     MONUMENTED       CGS
 LJ0121  HISTORY     - 1941     GOOD             CGS
 LJ0121
 LJ0121                          STATION DESCRIPTION
 LJ0121
 LJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0121'2.7 MI E FROM DICKENS.
 LJ0121'2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0121'FROM THE STATION AT DICKENS, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0121'96 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 60 FEET NORTH
 LJ0121'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H
 LJ0121'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0707 ***********************************************************************
 LH0707  DESIGNATION -  H 164
 LH0707  PID         -  LH0707
 LH0707  STATE/COUNTY-  NE/PHELPS
 LH0707  COUNTRY     -  US
 LH0707  USGS QUAD   -  LOOMIS (2017)
 LH0707
 LH0707                         *CURRENT SURVEY CONTROL
 LH0707  ______________________________________________________________________
 LH0707* NAD 83(1986) POSITION- 40 29 45.     (N) 099 32 58.     (W)   SCALED
 LH0707* NAVD 88 ORTHO HEIGHT -   738.042 (meters)     2421.39  (feet) ADJUSTED
 LH0707  ______________________________________________________________________
 LH0707  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 LH0707  DYNAMIC HEIGHT  -        737.581 (meters)     2419.88  (feet) COMP
 LH0707  MODELED GRAVITY -    979,975.9   (mgal)                       NAVD 88
 LH0707
 LH0707  VERT ORDER      -  SECOND    CLASS 0
 LH0707
 LH0707.The horizontal coordinates were scaled from a map and have
 LH0707.an estimated accuracy of +/- 6 seconds.
 LH0707
 LH0707.The orthometric height was determined by differential leveling and
 LH0707.adjusted by the NATIONAL GEODETIC SURVEY
 LH0707.in June 1991.
 LH0707
 LH0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0707.GEOID18 height accuracy estimate available here.
 LH0707
 LH0707.Click photographs - Photos may exist for this station.
 LH0707
 LH0707.The dynamic height is computed by dividing the NAVD 88
 LH0707.geopotential number by the normal gravity value computed on the
 LH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0707.degrees latitude (g = 980.6199 gals.).
 LH0707
 LH0707.The modeled gravity was interpolated from observed gravity values.
 LH0707
 LH0707;                    North         East    Units  Estimated Accuracy
 LH0707;SPC NE       -    73,660.      538,190.      MT  (+/- 180 meters Scaled)
 LH0707
 LH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK534829(NAD 83)
 LH0707
 LH0707                          SUPERSEDED SURVEY CONTROL
 LH0707
 LH0707  NGVD 29 (??/??/92)  737.752  (m)         2420.44   (f) ADJ UNCH    2 0
 LH0707
 LH0707.Superseded values are not recommended for survey control.
 LH0707
 LH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0707.See file dsdata.pdf to determine how the superseded data were derived.
 LH0707
 LH0707_MARKER: DB = BENCH MARK DISK
 LH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0707_STAMPING: H 164 1934
 LH0707_MARK LOGO: CGS
 LH0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0707+STABILITY: SURFACE MOTION
 LH0707
 LH0707  HISTORY     - Date     Condition        Report By
 LH0707  HISTORY     - 1934     MONUMENTED       CGS
 LH0707  HISTORY     - 1941     GOOD             CGS
 LH0707  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0707
 LH0707                          STATION DESCRIPTION
 LH0707
 LH0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0707'2.6 MI W FROM LOOMIS.
 LH0707'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0707'FROM THE STATION AT LOOMIS, PHELPS COUNTY, ONE POLE NORTHWEST
 LH0707'OF A ROAD CROSSING, AND 46 FEET SOUTH OF THE CENTERLINE OF THE
 LH0707'TRACK.  A STANDARD DISK, STAMPED H 164 1934 AND SET IN THE TOP
 LH0707'OF A CONCRETE POST.
 LH0707
 LH0707                          STATION RECOVERY (1968)
 LH0707
 LH0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0135 ***********************************************************************
 LJ0135  DESIGNATION -  H 165
 LJ0135  PID         -  LJ0135
 LJ0135  STATE/COUNTY-  NE/FRONTIER
 LJ0135  COUNTRY     -  US
 LJ0135  USGS QUAD   -  CURTIS (2017)
 LJ0135
 LJ0135                         *CURRENT SURVEY CONTROL
 LJ0135  ______________________________________________________________________
 LJ0135* NAD 83(1986) POSITION- 40 37 40.     (N) 100 30 52.     (W)   SCALED
 LJ0135* NAVD 88 ORTHO HEIGHT -   782.080 (meters)     2565.87  (feet) ADJUSTED
 LJ0135  ______________________________________________________________________
 LJ0135  GEOID HEIGHT    -        -23.259 (meters)                     GEOID18
 LJ0135  DYNAMIC HEIGHT  -        781.587 (meters)     2564.26  (feet) COMP
 LJ0135  MODELED GRAVITY -    979,968.8   (mgal)                       NAVD 88
 LJ0135
 LJ0135  VERT ORDER      -  SECOND    CLASS 0
 LJ0135
 LJ0135.The horizontal coordinates were scaled from a map and have
 LJ0135.an estimated accuracy of +/- 6 seconds.
 LJ0135
 LJ0135.The orthometric height was determined by differential leveling and
 LJ0135.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0135.in June 1991.
 LJ0135
 LJ0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0135.GEOID18 height accuracy estimate available here.
 LJ0135
 LJ0135.Click photographs - Photos may exist for this station.
 LJ0135
 LJ0135.The dynamic height is computed by dividing the NAVD 88
 LJ0135.geopotential number by the normal gravity value computed on the
 LJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0135.degrees latitude (g = 980.6199 gals.).
 LJ0135
 LJ0135.The modeled gravity was interpolated from observed gravity values.
 LJ0135
 LJ0135;                    North         East    Units  Estimated Accuracy
 LJ0135;SPC NE       -    88,340.      456,490.      MT  (+/- 180 meters Scaled)
 LJ0135
 LJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK719985(NAD 83)
 LJ0135
 LJ0135                          SUPERSEDED SURVEY CONTROL
 LJ0135
 LJ0135  NGVD 29 (??/??/92)  781.733  (m)         2564.74   (f) ADJ UNCH    2 0
 LJ0135
 LJ0135.Superseded values are not recommended for survey control.
 LJ0135
 LJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0135.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0135
 LJ0135_MARKER: DB = BENCH MARK DISK
 LJ0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0135_SP_SET: BUILDING WALL
 LJ0135_STAMPING: H 165 1934
 LJ0135_MARK LOGO: CGS
 LJ0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0135
 LJ0135  HISTORY     - Date     Condition        Report By
 LJ0135  HISTORY     - 1934     MONUMENTED       CGS
 LJ0135  HISTORY     - 1941     GOOD             CGS
 LJ0135
 LJ0135                          STATION DESCRIPTION
 LJ0135
 LJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0135'AT CURTIS.
 LJ0135'AT CURTIS, FRONTIER COUNTY, AT THE CHICAGO, BURLINGTON AND
 LJ0135'QUINCY RAILROAD STATION, IN THE SOUTH BRICK WALL, 3 FEET WEST OF
 LJ0135'THE ENTRANCE, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 LJ0135'STAMPED H 165 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0758 ***********************************************************************
 LH0758  DESIGNATION -  H 166
 LH0758  PID         -  LH0758
 LH0758  STATE/COUNTY-  NE/HARLAN
 LH0758  COUNTRY     -  US
 LH0758  USGS QUAD   -  STAMFORD (2017)
 LH0758
 LH0758                         *CURRENT SURVEY CONTROL
 LH0758  ______________________________________________________________________
 LH0758* NAD 83(1986) POSITION- 40 14 04.     (N) 099 33 27.     (W)   SCALED
 LH0758* NAVD 88 ORTHO HEIGHT -   632.142 (meters)     2073.95  (feet) ADJUSTED
 LH0758  ______________________________________________________________________
 LH0758  GEOID HEIGHT    -        -24.820 (meters)                     GEOID18
 LH0758  DYNAMIC HEIGHT  -        631.756 (meters)     2072.69  (feet) COMP
 LH0758  MODELED GRAVITY -    979,994.3   (mgal)                       NAVD 88
 LH0758
 LH0758  VERT ORDER      -  SECOND    CLASS 0
 LH0758
 LH0758.The horizontal coordinates were scaled from a map and have
 LH0758.an estimated accuracy of +/- 6 seconds.
 LH0758
 LH0758.The orthometric height was determined by differential leveling and
 LH0758.adjusted by the NATIONAL GEODETIC SURVEY
 LH0758.in June 1991.
 LH0758
 LH0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0758.GEOID18 height accuracy estimate available here.
 LH0758
 LH0758.Click photographs - Photos may exist for this station.
 LH0758
 LH0758.The dynamic height is computed by dividing the NAVD 88
 LH0758.geopotential number by the normal gravity value computed on the
 LH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0758.degrees latitude (g = 980.6199 gals.).
 LH0758
 LH0758.The modeled gravity was interpolated from observed gravity values.
 LH0758
 LH0758;                    North         East    Units  Estimated Accuracy
 LH0758;SPC NE       -    44,630.      537,650.      MT  (+/- 180 meters Scaled)
 LH0758
 LH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK525539(NAD 83)
 LH0758
 LH0758                          SUPERSEDED SURVEY CONTROL
 LH0758
 LH0758  NGVD 29 (??/??/92)  631.886  (m)         2073.11   (f) ADJ UNCH    2 0
 LH0758
 LH0758.Superseded values are not recommended for survey control.
 LH0758
 LH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0758.See file dsdata.pdf to determine how the superseded data were derived.
 LH0758
 LH0758_MARKER: DB = BENCH MARK DISK
 LH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0758_STAMPING: H 166 1934
 LH0758_MARK LOGO: CGS
 LH0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0758+STABILITY: SURFACE MOTION
 LH0758
 LH0758  HISTORY     - Date     Condition        Report By
 LH0758  HISTORY     - 1934     MONUMENTED       CGS
 LH0758  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0758
 LH0758                          STATION DESCRIPTION
 LH0758
 LH0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0758'2.3 MI SW FROM MASCOT.
 LH0758'2.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0758'RAILROAD FROM THE STATION AT MASCOT, HARLAND COUNTY, 5 RAILS
 LH0758'NORTH OF A ROAD CROSSING, 46 FEET EAST OF THE CENTER LINE OF THE
 LH0758'TRACK, AND AT THE EAST PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0758'H 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0758
 LH0758                          STATION RECOVERY (1957)
 LH0758
 LH0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0758'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0695 ***********************************************************************
 LH0695  DESIGNATION -  H 167
 LH0695  PID         -  LH0695
 LH0695  STATE/COUNTY-  NE/FRANKLIN
 LH0695  COUNTRY     -  US
 LH0695  USGS QUAD   -  BLOOMINGTON (2017)
 LH0695
 LH0695                         *CURRENT SURVEY CONTROL
 LH0695  ______________________________________________________________________
 LH0695* NAD 83(1986) POSITION- 40 04 58.     (N) 099 03 49.     (W)   SCALED
 LH0695* NAVD 88 ORTHO HEIGHT -   566.407 (meters)     1858.29  (feet) ADJUSTED
 LH0695  ______________________________________________________________________
 LH0695  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 LH0695  DYNAMIC HEIGHT  -        566.048 (meters)     1857.11  (feet) COMP
 LH0695  MODELED GRAVITY -    979,975.2   (mgal)                       NAVD 88
 LH0695
 LH0695  VERT ORDER      -  SECOND    CLASS 0
 LH0695
 LH0695.The horizontal coordinates were scaled from a map and have
 LH0695.an estimated accuracy of +/- 6 seconds.
 LH0695
 LH0695.The orthometric height was determined by differential leveling and
 LH0695.adjusted by the NATIONAL GEODETIC SURVEY
 LH0695.in June 1991.
 LH0695
 LH0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0695.GEOID18 height accuracy estimate available here.
 LH0695
 LH0695.Click photographs - Photos may exist for this station.
 LH0695
 LH0695.The dynamic height is computed by dividing the NAVD 88
 LH0695.geopotential number by the normal gravity value computed on the
 LH0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0695.degrees latitude (g = 980.6199 gals.).
 LH0695
 LH0695.The modeled gravity was interpolated from observed gravity values.
 LH0695
 LH0695;                    North         East    Units  Estimated Accuracy
 LH0695;SPC NE       -    28,130.      579,860.      MT  (+/- 180 meters Scaled)
 LH0695
 LH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK945369(NAD 83)
 LH0695
 LH0695                          SUPERSEDED SURVEY CONTROL
 LH0695
 LH0695  NGVD 29 (??/??/92)  566.159  (m)         1857.47   (f) ADJ UNCH    2 0
 LH0695
 LH0695.Superseded values are not recommended for survey control.
 LH0695
 LH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0695.See file dsdata.pdf to determine how the superseded data were derived.
 LH0695
 LH0695_MARKER: DB = BENCH MARK DISK
 LH0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0695_SP_SET: PIER
 LH0695_STAMPING: H 167 1934
 LH0695_MARK LOGO: CGS
 LH0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0695
 LH0695  HISTORY     - Date     Condition        Report By
 LH0695  HISTORY     - 1934     MONUMENTED       CGS
 LH0695
 LH0695                          STATION DESCRIPTION
 LH0695
 LH0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0695'11.1 MI E FROM REPUBLICAN CITY.
 LH0695'IN FRANKLIN COUNTY, 11.1 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0695'AND QUINCY RAILROAD FROM THE STATION AT REPUBLICAN CITY, HARLAN
 LH0695'COUNTY, 6.0 MILES WEST OF THE STATION AT FRANKLIN, FRANKLIN
 LH0695'COUNTY, AT BRIDGE NO. 224.59, AND IN THE TOP OF THE SOUTHWEST
 LH0695'CONCRETE PIER.  A STANDARD DISK, STAMPED H 167 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0327 ***********************************************************************
 LH0327  DESIGNATION -  H 168
 LH0327  PID         -  LH0327
 LH0327  STATE/COUNTY-  NE/KEARNEY
 LH0327  COUNTRY     -  US
 LH0327  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0327
 LH0327                         *CURRENT SURVEY CONTROL
 LH0327  ______________________________________________________________________
 LH0327* NAD 83(1995) POSITION- 40 29 31.86378(N) 098 54 49.30709(W)   ADJUSTED
 LH0327* NAD 83(1995) ELLIP HT-   628.732 (meters)        (06/27/02)   ADJUSTED
 LH0327* NAVD 88 ORTHO HEIGHT -   653.791 (meters)     2144.98  (feet) ADJUSTED
 LH0327  ______________________________________________________________________
 LH0327  GEOID HEIGHT    -        -25.114 (meters)                     GEOID18
 LH0327  NAD 83(1995) X  -   -752,711.262 (meters)                     COMP
 LH0327  NAD 83(1995) Y  - -4,799,207.547 (meters)                     COMP
 LH0327  NAD 83(1995) Z  -  4,120,108.174 (meters)                     COMP
 LH0327  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH0327  DYNAMIC HEIGHT  -        653.403 (meters)     2143.71  (feet) COMP
 LH0327  MODELED GRAVITY -    980,009.1   (mgal)                       NAVD 88
 LH0327
 LH0327  HORZ ORDER      -  FIRST
 LH0327  VERT ORDER      -  SECOND    CLASS 0
 LH0327  ELLP ORDER      -  FOURTH    CLASS I
 LH0327
 LH0327.The horizontal coordinates were established by GPS observations
 LH0327.and adjusted by the National Geodetic Survey in August 1997.
 LH0327
 LH0327.The orthometric height was determined by differential leveling and
 LH0327.adjusted by the NATIONAL GEODETIC SURVEY
 LH0327.in June 1991.
 LH0327
 LH0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0327.GEOID18 height accuracy estimate available here.
 LH0327
 LH0327.Click photographs - Photos may exist for this station.
 LH0327
 LH0327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0327
 LH0327.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0327
 LH0327.The ellipsoidal height was determined by GPS observations
 LH0327.and is referenced to NAD 83.
 LH0327
 LH0327.The dynamic height is computed by dividing the NAVD 88
 LH0327.geopotential number by the normal gravity value computed on the
 LH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0327.degrees latitude (g = 980.6199 gals.).
 LH0327
 LH0327.The modeled gravity was interpolated from observed gravity values.
 LH0327
 LH0327. The following values were computed from the NAD 83(1995) position.
 LH0327
 LH0327;                    North         East     Units Scale Factor Converg.
 LH0327;SPC NE       -    73,731.090   592,074.628   MT  0.99981367   +0 43 11.6
 LH0327;SPC NE       -   241,899.42  1,942,498.18   sFT  0.99981367   +0 43 11.6
 LH0327;UTM  14      - 4,482,390.777   507,313.685   MT  0.99960066   +0 03 21.7
 LH0327
 LH0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0327!SPC NE       -   0.99990138  x   0.99981367  =   0.99971507
 LH0327!UTM  14      -   0.99990138  x   0.99960066  =   0.99950208
 LH0327
 LH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0731382390(NAD 83)
 LH0327
 LH0327                          SUPERSEDED SURVEY CONTROL
 LH0327
 LH0327  ELLIP H (08/18/97)  628.779  (m)                       GP(       ) 4 1
 LH0327  NAD 83(1986)-  40 29 31.87088(N)    098 54 49.30766(W) AD(       ) 1
 LH0327  NGVD 29 (??/??/92)  653.537  (m)         2144.15   (f) ADJ UNCH    2 0
 LH0327  NGVD 29 (02/23/90)  654.     (m)  RAPSU86  model used  GPS OBS        
 LH0327
 LH0327.Superseded values are not recommended for survey control.
 LH0327
 LH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0327.See file dsdata.pdf to determine how the superseded data were derived.
 LH0327
 LH0327_MARKER: DB = BENCH MARK DISK
 LH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0327_STAMPING: H 168 1934
 LH0327_MARK LOGO: CGS
 LH0327_PROJECTION: PROJECTING 30 CENTIMETERS
 LH0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0327+STABILITY: SURFACE MOTION
 LH0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0327+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2020
 LH0327
 LH0327  HISTORY     - Date     Condition        Report By
 LH0327  HISTORY     - 1934     MONUMENTED       CGS
 LH0327  HISTORY     - 19890403 GOOD             NGS
 LH0327  HISTORY     - 20100628 GOOD             JEOCON
 LH0327  HISTORY     - 20200528 GOOD             NEGS
 LH0327
 LH0327                          STATION DESCRIPTION
 LH0327
 LH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0327'3 MI E FROM MINDEN.
 LH0327'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0327'FROM THE STATION AT MINDEN, KEARNEY COUNTY, 1-1/2 RAILS WEST OF
 LH0327'A ROAD CROSSING, AND 45 FEET SOUTH OF THE CENTERLINE OF THE
 LH0327'TRACK.  A STANDARD DISK, STAMPED H 168 1934 AND SET IN THE TOP
 LH0327'OF A CONCRETE POST.
 LH0327
 LH0327                          STATION RECOVERY (1989)
 LH0327
 LH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0327'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-SOUTHWEST OF
 LH0327'MINDEN, 0.3 KM (0.20 MI) SOUTH OF STATE HIGHWAY 74, AT A JUNCTION OF A
 LH0327'GRAVEL ROAD AND AN OLD RAILROAD BED AND ALONG THE EDGE OF A CULTIVATED
 LH0327'FIELD.  OWNERSHIP--UNKNOWN.
 LH0327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND
 LH0327'STATE HIGHWAY 10 IN MINDEN, GO SOUTH ON HIGHWAY 10 FOR 0.81 KM
 LH0327'(0.50 MI) TO THE JUNCTION WITH STATE HIGHWAY 74 (1ST STREET).  TURN
 LH0327'LEFT AND GO EAST ON STATE HIGHWAY 74 FOR 3.24 KM (2.00 MI) TO A GRAVEL
 LH0327'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.37 KM
 LH0327'(0.25 MI) TO THE STATION ON THE RIGHT.
 LH0327'THE STATION MARK IS SET 14.8 M (48.6 FT) WEST OF THE ROAD CENTER, 13.7
 LH0327'M (44.9 FT) SOUTH OF THE RAILROAD BED CENTER (NOW A FIELD ROAD), 3.2 M
 LH0327'(10.5 FT) WEST-NORTHWEST OF A UTILITY POLE, 0.2 M (0.7 FT) EAST OF
 LH0327'WITNESS POST AND PROJECTS 15 CM ABOVE THE SURFACE.
 LH0327'DESCRIBED BY R.D.BALL.
 LH0327
 LH0327                          STATION RECOVERY (2010)
 LH0327
 LH0327'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (HH)
 LH0327'RECOVERED IN GOOD CONDITION.
 LH0327
 LH0327                          STATION RECOVERY (2020)
 LH0327
 LH0327'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0327'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 10 AND NE. HIGHWAY 74 IN
 LH0327'MINDEN, NE., GO EAST ON NE. 74 FOR 2 MI (3.2 KM) TO THE INTERSECTION
 LH0327'WITH CO.  ROAD 34.  TURN SOUTH (RIGHT) AND GO SOUTH ON CO. ROAD 34 FOR
 LH0327'0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT (WEST) SIDE OF THE ROAD.
 LH0327'
 LH0327'THE MONUMENT IS 46.5 FT (14.2 M) WEST OF THE CENTERLINE OF CO.  ROAD
 LH0327'34, 50 FT (15.2 M) SOUTH OF THE CENTER OF AN ABANDONED RAILROAD BED
 LH0327'(FIELD DRIVE), 10 FT (3.0 M) WEST OF A POWER POLE AND 0.5 FT (15 CM)
 LH0327'EAST OF AN ORANGE FIBERGLASS WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0561 ***********************************************************************
 ML0561  DESIGNATION -  H 17
 ML0561  PID         -  ML0561
 ML0561  STATE/COUNTY-  NE/CUSTER
 ML0561  COUNTRY     -  US
 ML0561  USGS QUAD   -  SARGENT EAST (2017)
 ML0561
 ML0561                         *CURRENT SURVEY CONTROL
 ML0561  ______________________________________________________________________
 ML0561* NAD 83(1986) POSITION- 41 38 29.     (N) 099 22 14.     (W)   SCALED
 ML0561* NAVD 88 ORTHO HEIGHT -   706.242 (meters)     2317.06  (feet) ADJUSTED
 ML0561  ______________________________________________________________________
 ML0561  GEOID HEIGHT    -        -23.130 (meters)                     GEOID18
 ML0561  DYNAMIC HEIGHT  -        705.891 (meters)     2315.91  (feet) COMP
 ML0561  MODELED GRAVITY -    980,101.8   (mgal)                       NAVD 88
 ML0561
 ML0561  VERT ORDER      -  FIRST     CLASS II
 ML0561
 ML0561.The horizontal coordinates were scaled from a map and have
 ML0561.an estimated accuracy of +/- 6 seconds.
 ML0561
 ML0561.The orthometric height was determined by differential leveling and
 ML0561.adjusted by the NATIONAL GEODETIC SURVEY
 ML0561.in June 1991.
 ML0561
 ML0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0561.GEOID18 height accuracy estimate available here.
 ML0561
 ML0561.Click photographs - Photos may exist for this station.
 ML0561
 ML0561.The dynamic height is computed by dividing the NAVD 88
 ML0561.geopotential number by the normal gravity value computed on the
 ML0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0561.degrees latitude (g = 980.6199 gals.).
 ML0561
 ML0561.The modeled gravity was interpolated from observed gravity values.
 ML0561
 ML0561;                    North         East    Units  Estimated Accuracy
 ML0561;SPC NE       -   200,930.      552,420.      MT  (+/- 180 meters Scaled)
 ML0561
 ML0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM691100(NAD 83)
 ML0561
 ML0561                          SUPERSEDED SURVEY CONTROL
 ML0561
 ML0561  NGVD 29 (??/??/92)  705.989  (m)         2316.23   (f) ADJ UNCH    1 2
 ML0561
 ML0561.Superseded values are not recommended for survey control.
 ML0561
 ML0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0561.See file dsdata.pdf to determine how the superseded data were derived.
 ML0561
 ML0561_MARKER: DB = BENCH MARK DISK
 ML0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0561_SP_SET: WATER TANK FOOTING
 ML0561_STAMPING: H 17 1933
 ML0561_MARK LOGO: CGS
 ML0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0561
 ML0561  HISTORY     - Date     Condition        Report By
 ML0561  HISTORY     - 1933     MONUMENTED       CGS
 ML0561  HISTORY     - 1950     GOOD             CGS
 ML0561
 ML0561                          STATION DESCRIPTION
 ML0561
 ML0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0561'IN SARGENT.
 ML0561'IN THE TOP OF THE WEST CORNER OF THE NORTHWEST CONCRETE FOOTING
 ML0561'OF THE CITY WATER TANK IN SARGENT, NEBR.
 ML0561
 ML0561                          STATION RECOVERY (1950)
 ML0561
 ML0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0313 ***********************************************************************
 LH0313  DESIGNATION -  H 170
 LH0313  PID         -  LH0313
 LH0313  STATE/COUNTY-  NE/CLAY
 LH0313  COUNTRY     -  US
 LH0313  USGS QUAD   -  DEWEESE (2017)
 LH0313
 LH0313                         *CURRENT SURVEY CONTROL
 LH0313  ______________________________________________________________________
 LH0313* NAD 83(1986) POSITION- 40 21 21.     (N) 098 08 22.     (W)   SCALED
 LH0313* NAVD 88 ORTHO HEIGHT -   514.493 (meters)     1687.97  (feet) ADJUSTED
 LH0313  ______________________________________________________________________
 LH0313  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 LH0313  DYNAMIC HEIGHT  -        514.194 (meters)     1686.98  (feet) COMP
 LH0313  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 LH0313
 LH0313  VERT ORDER      -  SECOND    CLASS 0
 LH0313
 LH0313.The horizontal coordinates were scaled from a map and have
 LH0313.an estimated accuracy of +/- 6 seconds.
 LH0313
 LH0313.The orthometric height was determined by differential leveling and
 LH0313.adjusted by the NATIONAL GEODETIC SURVEY
 LH0313.in June 1991.
 LH0313
 LH0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0313.GEOID18 height accuracy estimate available here.
 LH0313
 LH0313.Click photographs - Photos may exist for this station.
 LH0313
 LH0313.The dynamic height is computed by dividing the NAVD 88
 LH0313.geopotential number by the normal gravity value computed on the
 LH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0313.degrees latitude (g = 980.6199 gals.).
 LH0313
 LH0313.The modeled gravity was interpolated from observed gravity values.
 LH0313
 LH0313;                    North         East    Units  Estimated Accuracy
 LH0313;SPC NE       -    59,720.      658,020.      MT  (+/- 180 meters Scaled)
 LH0313
 LH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK730676(NAD 83)
 LH0313
 LH0313                          SUPERSEDED SURVEY CONTROL
 LH0313
 LH0313  NGVD 29 (??/??/92)  514.295  (m)         1687.32   (f) ADJ UNCH    2 0
 LH0313
 LH0313.Superseded values are not recommended for survey control.
 LH0313
 LH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0313.See file dsdata.pdf to determine how the superseded data were derived.
 LH0313
 LH0313_MARKER: DB = BENCH MARK DISK
 LH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0313_STAMPING: H 170 1934
 LH0313_MARK LOGO: CGS
 LH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0313+STABILITY: SURFACE MOTION
 LH0313
 LH0313  HISTORY     - Date     Condition        Report By
 LH0313  HISTORY     - 1934     MONUMENTED       CGS
 LH0313  HISTORY     - 1945     GOOD             CGS
 LH0313
 LH0313                          STATION DESCRIPTION
 LH0313
 LH0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LH0313'AT DEWEESE.
 LH0313'AT DEWEESE, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0313'RAILROAD, 200 FEET WEST OF THE WEST END OF THE STATION, AT A
 LH0313'ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 LH0313'36 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LH0313'STAMPED R 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0565 ***********************************************************************
 LG0565  DESIGNATION -  H 171
 LG0565  PID         -  LG0565
 LG0565  STATE/COUNTY-  NE/JEFFERSON
 LG0565  COUNTRY     -  US
 LG0565  USGS QUAD   -  GLADSTONE (2017)
 LG0565
 LG0565                         *CURRENT SURVEY CONTROL
 LG0565  ______________________________________________________________________
 LG0565* NAD 83(1986) POSITION- 40 13 07.     (N) 097 17 01.     (W)   SCALED
 LG0565* NAVD 88 ORTHO HEIGHT -   412.611 (meters)     1353.71  (feet) ADJUSTED
 LG0565  ______________________________________________________________________
 LG0565  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 LG0565  DYNAMIC HEIGHT  -        412.376 (meters)     1352.94  (feet) COMP
 LG0565  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 LG0565
 LG0565  VERT ORDER      -  SECOND    CLASS 0
 LG0565
 LG0565.The horizontal coordinates were scaled from a map and have
 LG0565.an estimated accuracy of +/- 6 seconds.
 LG0565
 LG0565.The orthometric height was determined by differential leveling and
 LG0565.adjusted by the NATIONAL GEODETIC SURVEY
 LG0565.in June 1991.
 LG0565
 LG0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0565.GEOID18 height accuracy estimate available here.
 LG0565
 LG0565.Click photographs - Photos may exist for this station.
 LG0565
 LG0565.The dynamic height is computed by dividing the NAVD 88
 LG0565.geopotential number by the normal gravity value computed on the
 LG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0565.degrees latitude (g = 980.6199 gals.).
 LG0565
 LG0565.The modeled gravity was interpolated from observed gravity values.
 LG0565
 LG0565;                    North         East    Units  Estimated Accuracy
 LG0565;SPC NE       -    46,410.      731,160.      MT  (+/- 180 meters Scaled)
 LG0565
 LG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK460534(NAD 83)
 LG0565
 LG0565                          SUPERSEDED SURVEY CONTROL
 LG0565
 LG0565  NGVD 29 (??/??/92)  412.458  (m)         1353.21   (f) ADJ UNCH    2 0
 LG0565
 LG0565.Superseded values are not recommended for survey control.
 LG0565
 LG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0565.See file dsdata.pdf to determine how the superseded data were derived.
 LG0565
 LG0565_MARKER: DB = BENCH MARK DISK
 LG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0565_STAMPING: H 171 1934
 LG0565_MARK LOGO: CGS
 LG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0565+STABILITY: SURFACE MOTION
 LG0565
 LG0565  HISTORY     - Date     Condition        Report By
 LG0565  HISTORY     - 1934     MONUMENTED       CGS
 LG0565  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0565
 LG0565                          STATION DESCRIPTION
 LG0565
 LG0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0565'AT POWELL.
 LG0565'AT POWELL, JEFFERSON COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0565'3 POLES EAST OF THE STATION, 11 POLES WEST OF MILEPOST 161,
 LG0565'AT A ROAD CROSSING, 60 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LG0565'AND 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LG0565'DISK, STAMPED H 171 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0565
 LG0565                          STATION RECOVERY (1981)
 LG0565
 LG0565'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0565'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0538 ***********************************************************************
 LG0538  DESIGNATION -  H 172
 LG0538  PID         -  LG0538
 LG0538  STATE/COUNTY-  NE/THAYER
 LG0538  COUNTRY     -  US
 LG0538  USGS QUAD   -  CHESTER (2017)
 LG0538
 LG0538                         *CURRENT SURVEY CONTROL
 LG0538  ______________________________________________________________________
 LG0538* NAD 83(1986) POSITION- 40 00 14.2    (N) 097 30 07.2    (W)   HD_HELD2
 LG0538* NAVD 88 ORTHO HEIGHT -   446.250 (meters)     1464.07  (feet) ADJUSTED
 LG0538  ______________________________________________________________________
 LG0538  GEOID HEIGHT    -        -26.696 (meters)                     GEOID18
 LG0538  DYNAMIC HEIGHT  -        445.992 (meters)     1463.23  (feet) COMP
 LG0538  MODELED GRAVITY -    980,034.0   (mgal)                       NAVD 88
 LG0538
 LG0538  VERT ORDER      -  SECOND    CLASS 0
 LG0538
 LG0538.The horizontal coordinates were established by autonomous hand held GPS
 LG0538.observations and have an estimated accuracy of +/- 10 meters.
 LG0538
 LG0538.The orthometric height was determined by differential leveling and
 LG0538.adjusted by the NATIONAL GEODETIC SURVEY
 LG0538.in June 1991.
 LG0538
 LG0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0538.GEOID18 height accuracy estimate available here.
 LG0538
 LG0538.Click photographs - Photos may exist for this station.
 LG0538
 LG0538.The dynamic height is computed by dividing the NAVD 88
 LG0538.geopotential number by the normal gravity value computed on the
 LG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0538.degrees latitude (g = 980.6199 gals.).
 LG0538
 LG0538.The modeled gravity was interpolated from observed gravity values.
 LG0538
 LG0538;                    North         East    Units  Estimated Accuracy
 LG0538;SPC NE       -    22,025.      713,272.      MT  (+/- 10 meters HH2 GPS)
 LG0538
 LG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2786429269(NAD 83)
 LG0538
 LG0538                          SUPERSEDED SURVEY CONTROL
 LG0538
 LG0538  NGVD 29 (??/??/92)  446.092  (m)         1463.55   (f) ADJ UNCH    2 0
 LG0538
 LG0538.Superseded values are not recommended for survey control.
 LG0538
 LG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0538.See file dsdata.pdf to determine how the superseded data were derived.
 LG0538
 LG0538_MARKER: DB = BENCH MARK DISK
 LG0538_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0538_SP_SET: PIER
 LG0538_STAMPING: H 172 1934
 LG0538_MARK LOGO: CGS
 LG0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0538
 LG0538  HISTORY     - Date     Condition        Report By
 LG0538  HISTORY     - 1934     MONUMENTED       CGS
 LG0538
 LG0538                          STATION DESCRIPTION
 LG0538
 LG0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0538'AT HUBBELL.
 LG0538'AT HUBBELL, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0538'RAILROAD, 110 YARDS WEST OF THE CROSSING OF STATE HIGHWAY 3 S,
 LG0538'AT THE NORTHEAST CORNER OF BRIDGE NO. 138.72, AND IN THE TOP
 LG0538'OF A CONCRETE PIER.  A STANDARD DISK, STAMPED H 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0616 ***********************************************************************
 LG0616  DESIGNATION -  H 173
 LG0616  PID         -  LG0616
 LG0616  STATE/COUNTY-  NE/FILLMORE
 LG0616  COUNTRY     -  US
 LG0616  USGS QUAD   -  BRUNING (2017)
 LG0616
 LG0616                         *CURRENT SURVEY CONTROL
 LG0616  ______________________________________________________________________
 LG0616* NAD 83(1986) POSITION- 40 21 54.     (N) 097 34 04.     (W)   SCALED
 LG0616* NAVD 88 ORTHO HEIGHT -   484.317 (meters)     1588.96  (feet) ADJUSTED
 LG0616  ______________________________________________________________________
 LG0616  GEOID HEIGHT    -        -26.894 (meters)                     GEOID18
 LG0616  DYNAMIC HEIGHT  -        484.033 (meters)     1588.03  (feet) COMP
 LG0616  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 LG0616
 LG0616  VERT ORDER      -  SECOND    CLASS 0
 LG0616
 LG0616.The horizontal coordinates were scaled from a map and have
 LG0616.an estimated accuracy of +/- 6 seconds.
 LG0616
 LG0616.The orthometric height was determined by differential leveling and
 LG0616.adjusted by the NATIONAL GEODETIC SURVEY
 LG0616.in June 1991.
 LG0616
 LG0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0616.GEOID18 height accuracy estimate available here.
 LG0616
 LG0616.Click photographs - Photos may exist for this station.
 LG0616
 LG0616.The dynamic height is computed by dividing the NAVD 88
 LG0616.geopotential number by the normal gravity value computed on the
 LG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0616.degrees latitude (g = 980.6199 gals.).
 LG0616
 LG0616.The modeled gravity was interpolated from observed gravity values.
 LG0616
 LG0616;                    North         East    Units  Estimated Accuracy
 LG0616;SPC NE       -    61,940.      706,530.      MT  (+/- 180 meters Scaled)
 LG0616
 LG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK216692(NAD 83)
 LG0616
 LG0616                          SUPERSEDED SURVEY CONTROL
 LG0616
 LG0616  NGVD 29 (??/??/92)  484.132  (m)         1588.36   (f) ADJ UNCH    2 0
 LG0616
 LG0616.Superseded values are not recommended for survey control.
 LG0616
 LG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0616.See file dsdata.pdf to determine how the superseded data were derived.
 LG0616
 LG0616_MARKER: DB = BENCH MARK DISK
 LG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0616_STAMPING: H 173 1934
 LG0616_MARK LOGO: CGS
 LG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0616+STABILITY: SURFACE MOTION
 LG0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0616+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 LG0616
 LG0616  HISTORY     - Date     Condition        Report By
 LG0616  HISTORY     - 1934     MONUMENTED       CGS
 LG0616  HISTORY     - 1981     GOOD             LOCSUR
 LG0616  HISTORY     - 20200709 GOOD             NEGS
 LG0616
 LG0616                          STATION DESCRIPTION
 LG0616
 LG0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0616'2 MI N FROM BRUNING.
 LG0616'IN FILLMORE COUNTY, 2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 LG0616'AND QUINCY RAILROAD FROM THE STATION AT BRUNING, THAYER COUNTY,
 LG0616'ABOUT 1/2 MILE EAST OF A DISTRICT SCHOOL, AT A ROAD CROSSING,
 LG0616'45 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 55 FEET WEST
 LG0616'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED H 173 1934
 LG0616'AND SET IN THE TOP OF A CONCRETE POST.
 LG0616
 LG0616                          STATION RECOVERY (1981)
 LG0616
 LG0616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0616'RECOVERED IN GOOD CONDITION.
 LG0616
 LG0616                          STATION RECOVERY (2020)
 LG0616
 LG0616'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0616'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND SPUR 85C (CO.
 LG0616'ROAD Z) AT BRUNING, NE., GO NORTH FOR 2.0 MI (3.2 KM) TO COUNTY ROAD
 LG0616'X.  TURN RIGHT ON CO. ROAD X AND GO EAST FOR 0.5 MI (0.8 KM) TO A
 LG0616'STEEL TOWER ON THE LEFT (NORTH).  THE MARK IS WEST OF THE DRIVE TO THE
 LG0616'TOWER, 12.0 FT (3.7 M) WEST OF THE CENTERLINE OF THE TOWER DRIVE, 48.0
 LG0616'FT (14.6 M) SOUTH OF THE BOTTOM OF A FIBERGLASS WITNESS POST AND AND
 LG0616'41.0 FT (12.5 M) NORTH OF THE CENTERLINE OF COUNTY ROAD X.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0280 ***********************************************************************
 LG0280  DESIGNATION -  H 174
 LG0280  PID         -  LG0280
 LG0280  STATE/COUNTY-  NE/GAGE
 LG0280  COUNTRY     -  US
 LG0280  USGS QUAD   -  BLUE SPRINGS (2017)
 LG0280
 LG0280                         *CURRENT SURVEY CONTROL
 LG0280  ______________________________________________________________________
 LG0280* NAD 83(1986) POSITION- 40 14 41.     (N) 096 41 21.     (W)   SCALED
 LG0280* NAVD 88 ORTHO HEIGHT -   378.085 (meters)     1240.43  (feet) ADJUSTED
 LG0280  ______________________________________________________________________
 LG0280  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 LG0280  DYNAMIC HEIGHT  -        377.883 (meters)     1239.77  (feet) COMP
 LG0280  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 LG0280
 LG0280  VERT ORDER      -  SECOND    CLASS 0
 LG0280
 LG0280.The horizontal coordinates were scaled from a map and have
 LG0280.an estimated accuracy of +/- 6 seconds.
 LG0280
 LG0280.The orthometric height was determined by differential leveling and
 LG0280.adjusted by the NATIONAL GEODETIC SURVEY
 LG0280.in June 1991.
 LG0280
 LG0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0280.GEOID18 height accuracy estimate available here.
 LG0280
 LG0280.Click photographs - Photos may exist for this station.
 LG0280
 LG0280.The dynamic height is computed by dividing the NAVD 88
 LG0280.geopotential number by the normal gravity value computed on the
 LG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0280.degrees latitude (g = 980.6199 gals.).
 LG0280
 LG0280.The modeled gravity was interpolated from observed gravity values.
 LG0280
 LG0280;                    North         East    Units  Estimated Accuracy
 LG0280;SPC NE       -    51,070.      781,620.      MT  (+/- 180 meters Scaled)
 LG0280
 LG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK965574(NAD 83)
 LG0280
 LG0280                          SUPERSEDED SURVEY CONTROL
 LG0280
 LG0280  NGVD 29 (??/??/92)  377.975  (m)         1240.07   (f) ADJ UNCH    2 0
 LG0280
 LG0280.Superseded values are not recommended for survey control.
 LG0280
 LG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0280.See file dsdata.pdf to determine how the superseded data were derived.
 LG0280
 LG0280_MARKER: DB = BENCH MARK DISK
 LG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0280_STAMPING: H 174 1934
 LG0280_MARK LOGO: CGS
 LG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0280+STABILITY: SURFACE MOTION
 LG0280
 LG0280  HISTORY     - Date     Condition        Report By
 LG0280  HISTORY     - 1934     MONUMENTED       CGS
 LG0280  HISTORY     - 20200227 MARK NOT FOUND   NEGS
 LG0280
 LG0280                          STATION DESCRIPTION
 LG0280
 LG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0280'3.6 MI E FROM BEATRICE.
 LG0280'3.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0280'RAILROAD FROM THE STATION AT BEATRICE, GAGE COUNTY, BETWEEN THE
 LG0280'ROCK ISLAND RAILROAD AND THE UNION PACIFIC RAILROAD, 8 POLES
 LG0280'NORTH OF UNION PACIFIC RAILROAD BRIDGE NO. 100.85, AND 70 FEET
 LG0280'SOUTH OF A ROAD CROSSING.  A STANDARD DISK, STAMPED H 174 1934
 LG0280'AND SET IN THE TOP OF A CONCRETE POST.
 LG0280
 LG0280                          STATION RECOVERY (2020)
 LG0280
 LG0280'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0280'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0215 ***********************************************************************
 LG0215  DESIGNATION -  H 175
 LG0215  PID         -  LG0215
 LG0215  STATE/COUNTY-  NE/PAWNEE
 LG0215  COUNTRY     -  US
 LG0215  USGS QUAD   -  TABLE ROCK (2017)
 LG0215
 LG0215                         *CURRENT SURVEY CONTROL
 LG0215  ______________________________________________________________________
 LG0215* NAD 83(1986) POSITION- 40 10 38.     (N) 096 05 23.     (W)   SCALED
 LG0215* NAVD 88 ORTHO HEIGHT -   316.528 (meters)     1038.48  (feet) ADJUSTED
 LG0215  ______________________________________________________________________
 LG0215  GEOID HEIGHT    -        -28.888 (meters)                     GEOID18
 LG0215  DYNAMIC HEIGHT  -        316.355 (meters)     1037.91  (feet) COMP
 LG0215  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 LG0215
 LG0215  VERT ORDER      -  SECOND    CLASS 0
 LG0215
 LG0215.The horizontal coordinates were scaled from a map and have
 LG0215.an estimated accuracy of +/- 6 seconds.
 LG0215
 LG0215.The orthometric height was determined by differential leveling and
 LG0215.adjusted by the NATIONAL GEODETIC SURVEY
 LG0215.in June 1991.
 LG0215
 LG0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0215.GEOID18 height accuracy estimate available here.
 LG0215
 LG0215.Click photographs - Photos may exist for this station.
 LG0215
 LG0215.The dynamic height is computed by dividing the NAVD 88
 LG0215.geopotential number by the normal gravity value computed on the
 LG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0215.degrees latitude (g = 980.6199 gals.).
 LG0215
 LG0215.The modeled gravity was interpolated from observed gravity values.
 LG0215
 LG0215;                    North         East    Units  Estimated Accuracy
 LG0215;SPC NE       -    45,710.      832,910.      MT  (+/- 180 meters Scaled)
 LG0215
 LG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK477514(NAD 83)
 LG0215
 LG0215                          SUPERSEDED SURVEY CONTROL
 LG0215
 LG0215  NGVD 29 (??/??/92)  316.440  (m)         1038.19   (f) ADJ UNCH    2 0
 LG0215
 LG0215.Superseded values are not recommended for survey control.
 LG0215
 LG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0215.See file dsdata.pdf to determine how the superseded data were derived.
 LG0215
 LG0215_MARKER: DB = BENCH MARK DISK
 LG0215_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0215_SP_SET: ABUTMENT
 LG0215_STAMPING: H 175 1934
 LG0215_MARK LOGO: CGS
 LG0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0215
 LG0215  HISTORY     - Date     Condition        Report By
 LG0215  HISTORY     - 1934     MONUMENTED       CGS
 LG0215  HISTORY     - 1945     GOOD             CGS
 LG0215  HISTORY     - 20200305 MARK NOT FOUND   JORSUR
 LG0215
 LG0215                          STATION DESCRIPTION
 LG0215
 LG0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0215'AT TABLE ROCK.
 LG0215'AT TABLE ROCK, PAWNEE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0215'QUINCY RAILROAD, 0.5 MILE WEST OF THE STATION, AT THE NORTHWEST
 LG0215'CORNER OF BRIDGE 48.76, AND IN THE TOP OF THE CONCRETE ABUTMENT.
 LG0215'A STANDARD DISK, STAMPED H 175 1934
 LG0215
 LG0215                          STATION RECOVERY (1945)
 LG0215
 LG0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LG0215'RECOVERED IN GOOD CONDITION.
 LG0215
 LG0215                          STATION RECOVERY (2020)
 LG0215
 LG0215'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LG0215'SEARCHED FOR MONUMENT USING DESCRIPTIVE TEXT.  FOUND BRIDGE BUT UNSURE
 LG0215'IF IT IS SAME AS ORIGINAL BRIDGE.  DOES NOT SEEM TO BE OLD ENOUGH TO
 LG0215'HAVE BEEN IN PLACE IN 1934.  SEARCHED NORTHWEST CORNER FOR ORIGINAL
 LG0215'ABUTMENT AND EITHER NEW ABUTMENT HAS BEEN POURED OVER TOP OF ORIGINAL,
 LG0215'THEREBY COVERING MONUMENT, OR THE ABUTMENT IS ORIGINAL AND THE CORNER
 LG0215'HAS BEEN DAMAGED AND MONUMENT HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0402 ***********************************************************************
 LF0402  DESIGNATION -  H 178
 LF0402  PID         -  LF0402
 LF0402  STATE/COUNTY-  NE/RICHARDSON
 LF0402  COUNTRY     -  US
 LF0402  USGS QUAD   -  RULO (2017)
 LF0402
 LF0402                         *CURRENT SURVEY CONTROL
 LF0402  ______________________________________________________________________
 LF0402* NAD 83(1986) POSITION- 40 03 14.     (N) 095 25 40.     (W)   SCALED
 LF0402* NAVD 88 ORTHO HEIGHT -   281.542 (meters)      923.69  (feet) ADJUSTED
 LF0402  ______________________________________________________________________
 LF0402  GEOID HEIGHT    -        -30.750 (meters)                     GEOID18
 LF0402  DYNAMIC HEIGHT  -        281.386 (meters)      923.18  (feet) COMP
 LF0402  MODELED GRAVITY -    980,067.5   (mgal)                       NAVD 88
 LF0402
 LF0402  VERT ORDER      -  SECOND    CLASS 0
 LF0402
 LF0402.The horizontal coordinates were scaled from a map and have
 LF0402.an estimated accuracy of +/- 6 seconds.
 LF0402
 LF0402.The orthometric height was determined by differential leveling and
 LF0402.adjusted by the NATIONAL GEODETIC SURVEY
 LF0402.in June 1991.
 LF0402
 LF0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0402.GEOID18 height accuracy estimate available here.
 LF0402
 LF0402.Click photographs - Photos may exist for this station.
 LF0402
 LF0402.The dynamic height is computed by dividing the NAVD 88
 LF0402.geopotential number by the normal gravity value computed on the
 LF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0402.degrees latitude (g = 980.6199 gals.).
 LF0402
 LF0402.The modeled gravity was interpolated from observed gravity values.
 LF0402
 LF0402;                    North         East    Units  Estimated Accuracy
 LF0402;SPC NE       -    34,800.      889,940.      MT  (+/- 180 meters Scaled)
 LF0402
 LF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE929365(NAD 83)
 LF0402
 LF0402                          SUPERSEDED SURVEY CONTROL
 LF0402
 LF0402  NGVD 29 (??/??/92)  281.476  (m)          923.48   (f) ADJ UNCH    2 0
 LF0402
 LF0402.Superseded values are not recommended for survey control.
 LF0402
 LF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0402.See file dsdata.pdf to determine how the superseded data were derived.
 LF0402
 LF0402_MARKER: DB = BENCH MARK DISK
 LF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0402_STAMPING: H 178 1934
 LF0402_MARK LOGO: CGS
 LF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0402+STABILITY: SURFACE MOTION
 LF0402
 LF0402  HISTORY     - Date     Condition        Report By
 LF0402  HISTORY     - 1934     MONUMENTED       CGS
 LF0402  HISTORY     - 1947     GOOD             CGS
 LF0402  HISTORY     - 1948     GOOD             CGS
 LF0402
 LF0402                          STATION DESCRIPTION
 LF0402
 LF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0402'AT RULO.
 LF0402'AT RULO, 120.7 FEET EAST OF THE EAST END OF THE CHICAGO, BURLINGTON
 LF0402'AND QUINCY RAILROAD STATION, 12.3 FEET SOUTH OF THE SOUTH RAIL
 LF0402'OF THE MAIN TRACK, SET IN THE CENTER AND TOP OF THE MOST NORTHERLY
 LF0402'ONE OF FOUR LONG CONCRETE FOUNDATION STRINGERS OF AN OLD ABANDONED
 LF0402'WATER TANK, ABOUT 1 FOOT ABOVE THE TRACK.
 LF0402
 LF0402                          STATION RECOVERY (1948)
 LF0402
 LF0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 LF0402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0445 ***********************************************************************
 NN0445  DESIGNATION -  H 18
 NN0445  PID         -  NN0445
 NN0445  STATE/COUNTY-  NE/ROCK
 NN0445  COUNTRY     -  US
 NN0445  USGS QUAD   -  STOCKDALE LAKE (2017)
 NN0445
 NN0445                         *CURRENT SURVEY CONTROL
 NN0445  ______________________________________________________________________
 NN0445* NAD 83(1986) POSITION- 42 16 29.     (N) 099 28 08.     (W)   SCALED
 NN0445* NAVD 88 ORTHO HEIGHT -   762.011 (meters)     2500.03  (feet) ADJUSTED
 NN0445  ______________________________________________________________________
 NN0445  GEOID HEIGHT    -        -22.805 (meters)                     GEOID18
 NN0445  DYNAMIC HEIGHT  -        761.682 (meters)     2498.95  (feet) COMP
 NN0445  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 NN0445
 NN0445  VERT ORDER      -  FIRST     CLASS II
 NN0445
 NN0445.The horizontal coordinates were scaled from a map and have
 NN0445.an estimated accuracy of +/- 6 seconds.
 NN0445
 NN0445.The orthometric height was determined by differential leveling and
 NN0445.adjusted by the NATIONAL GEODETIC SURVEY
 NN0445.in June 1991.
 NN0445
 NN0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0445.GEOID18 height accuracy estimate available here.
 NN0445
 NN0445.Click photographs - Photos may exist for this station.
 NN0445
 NN0445.The dynamic height is computed by dividing the NAVD 88
 NN0445.geopotential number by the normal gravity value computed on the
 NN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0445.degrees latitude (g = 980.6199 gals.).
 NN0445
 NN0445.The modeled gravity was interpolated from observed gravity values.
 NN0445
 NN0445;                    North         East    Units  Estimated Accuracy
 NN0445;SPC NE       -   271,200.      543,800.      MT  (+/- 180 meters Scaled)
 NN0445
 NN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613803(NAD 83)
 NN0445
 NN0445                          SUPERSEDED SURVEY CONTROL
 NN0445
 NN0445  NGVD 29 (??/??/92)  761.756  (m)         2499.19   (f) ADJ UNCH    1 2
 NN0445
 NN0445.Superseded values are not recommended for survey control.
 NN0445
 NN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0445.See file dsdata.pdf to determine how the superseded data were derived.
 NN0445
 NN0445_MARKER: DB = BENCH MARK DISK
 NN0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0445_STAMPING: 2499.194 H 18 1933
 NN0445_MARK LOGO: CGS
 NN0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0445+STABILITY: SURFACE MOTION
 NN0445
 NN0445  HISTORY     - Date     Condition        Report By
 NN0445  HISTORY     - 1933     MONUMENTED       CGS
 NN0445
 NN0445                          STATION DESCRIPTION
 NN0445
 NN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0445'23.2 MI S FROM BASSETT.
 NN0445'ABOUT 23-1/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT,
 NN0445'ROCK COUNTY, ABOUT 1/2 MILE SOUTH OF A SLOUGH WEST OF THE HIGHWAY,
 NN0445'ABOUT 1/4 MILE SOUTH OF A GROVE EAST OF THE HIGHWAY, 76 FEET
 NN0445'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF A FENCE
 NN0445'CORNER AT THE SECTION LINE, AND ABOUT 1 YARD NORTH OF THE FENCE.
 NN0445'A STANDARD DISK, STAMPED 2499.194 H 18 1933 AND SET IN THE TOP
 NN0445'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0269 ***********************************************************************
 NN0269  DESIGNATION -  H 19
 NN0269  PID         -  NN0269
 NN0269  STATE/COUNTY-  NE/HOLT
 NN0269  COUNTRY     -  US
 NN0269  USGS QUAD   -  MEEK (2017)
 NN0269
 NN0269                         *CURRENT SURVEY CONTROL
 NN0269  ______________________________________________________________________
 NN0269* NAD 83(1986) POSITION- 42 39 36.     (N) 098 39 26.     (W)   SCALED
 NN0269* NAVD 88 ORTHO HEIGHT -   575.922 (meters)     1889.50  (feet) ADJUSTED
 NN0269  ______________________________________________________________________
 NN0269  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 NN0269  DYNAMIC HEIGHT  -        575.708 (meters)     1888.80  (feet) COMP
 NN0269  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 NN0269
 NN0269  VERT ORDER      -  FIRST     CLASS II
 NN0269
 NN0269.The horizontal coordinates were scaled from a map and have
 NN0269.an estimated accuracy of +/- 6 seconds.
 NN0269
 NN0269.The orthometric height was determined by differential leveling and
 NN0269.adjusted by the NATIONAL GEODETIC SURVEY
 NN0269.in June 1991.
 NN0269
 NN0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0269.GEOID18 height accuracy estimate available here.
 NN0269
 NN0269.Click photographs - Photos may exist for this station.
 NN0269
 NN0269.The dynamic height is computed by dividing the NAVD 88
 NN0269.geopotential number by the normal gravity value computed on the
 NN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0269.degrees latitude (g = 980.6199 gals.).
 NN0269
 NN0269.The modeled gravity was interpolated from observed gravity values.
 NN0269
 NN0269;                    North         East    Units  Estimated Accuracy
 NN0269;SPC NE       -   314,710.      610,070.      MT  (+/- 180 meters Scaled)
 NN0269
 NN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280231(NAD 83)
 NN0269
 NN0269                          SUPERSEDED SURVEY CONTROL
 NN0269
 NN0269  NGVD 29 (??/??/92)  575.686  (m)         1888.73   (f) ADJ UNCH    1 2
 NN0269
 NN0269.Superseded values are not recommended for survey control.
 NN0269
 NN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0269.See file dsdata.pdf to determine how the superseded data were derived.
 NN0269
 NN0269_MARKER: DB = BENCH MARK DISK
 NN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0269+STABILITY: SURFACE MOTION
 NN0269
 NN0269  HISTORY     - Date     Condition        Report By
 NN0269  HISTORY     - 1933     MONUMENTED       CGS
 NN0269
 NN0269                          STATION DESCRIPTION
 NN0269
 NN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0269'14.7 MI N FROM O NEILL.
 NN0269'14.7 MILES NORTH OF O NEILL 15.9 MILES S.E. OF SPENCER 450 FT.
 NN0269'SOUTH OF A SMALL HIGHWAY BRIDGE, 150 FT. NORTH OF 2 FT.
 NN0269'CORRUGATED METAL CULVERT, 50 FT. WEST OF CENTER OF HWY. 281, 2
 NN0269'FT. SOUTH OF FENCE AND 15 FT. WEST OF FENCE CORNER, 10 FT. NORTH
 NN0269'OF CENTER OF LANE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0270 ***********************************************************************
 NN0270  DESIGNATION -  H 19 RESET
 NN0270  PID         -  NN0270
 NN0270  STATE/COUNTY-  NE/HOLT
 NN0270  COUNTRY     -  US
 NN0270  USGS QUAD   -  MEEK (2017)
 NN0270
 NN0270                         *CURRENT SURVEY CONTROL
 NN0270  ______________________________________________________________________
 NN0270* NAD 83(1986) POSITION- 42 39 35.     (N) 098 39 26.     (W)   SCALED
 NN0270* NAVD 88 ORTHO HEIGHT -   576.23  (meters)     1890.5   (feet) RESET
 NN0270  ______________________________________________________________________
 NN0270  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 NN0270  VERT ORDER      -  THIRD
 NN0270
 NN0270.The horizontal coordinates were scaled from a map and have
 NN0270.an estimated accuracy of +/- 6 seconds.
 NN0270
 NN0270.The orthometric height was computed from unverified reset data.
 NN0270
 NN0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0270.GEOID18 height accuracy estimate available here.
 NN0270
 NN0270.Click photographs - Photos may exist for this station.
 NN0270
 NN0270;                    North         East    Units  Estimated Accuracy
 NN0270;SPC NE       -   314,680.      610,070.      MT  (+/- 180 meters Scaled)
 NN0270
 NN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280230(NAD 83)
 NN0270
 NN0270                          SUPERSEDED SURVEY CONTROL
 NN0270
 NN0270  NGVD 29 (??/??/??)  575.99   (m)         1889.7    (f) RESET       3  
 NN0270
 NN0270.Superseded values are not recommended for survey control.
 NN0270
 NN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0270.See file dsdata.pdf to determine how the superseded data were derived.
 NN0270
 NN0270_MARKER: DB = BENCH MARK DISK
 NN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0270_STAMPING: H 19 RESET 1951
 NN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0270+STABILITY: SURFACE MOTION
 NN0270
 NN0270  HISTORY     - Date     Condition        Report By
 NN0270  HISTORY     - 1951     MONUMENTED       NEDR
 NN0270
 NN0270                          STATION DESCRIPTION
 NN0270
 NN0270'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1951
 NN0270'14 MI N FROM O NEILL.
 NN0270'14.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM MAIN STREET AT
 NN0270'O NEILL, HOLT COUNTY, 365 FEET NORTH OF A 4-FOOT CORRUGATED-METAL
 NN0270'CULVERT, 180 FEET SOUTH OF A CONCRETE BOX CULVERT, AT A FENCE
 NN0270'CORNER, AND 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 NN0270'STANDARD DISK, STAMPED H 19 RESET 1951 AND SET IN THE TOP OF A
 NN0270'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1273 ***********************************************************************
 NM1273  DESIGNATION -  H 2
 NM1273  PID         -  NM1273
 NM1273  STATE/COUNTY-  NE/ANTELOPE
 NM1273  COUNTRY     -  US
 NM1273  USGS QUAD   -  BRUNSWICK (2017)
 NM1273
 NM1273                         *CURRENT SURVEY CONTROL
 NM1273  ______________________________________________________________________
 NM1273* NAD 83(1986) POSITION- 42 20 20.     (N) 097 58 13.     (W)   SCALED
 NM1273* NAVD 88 ORTHO HEIGHT -   565.219 (meters)     1854.39  (feet) ADJUSTED
 NM1273  ______________________________________________________________________
 NM1273  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 NM1273  DYNAMIC HEIGHT  -        565.002 (meters)     1853.68  (feet) COMP
 NM1273  MODELED GRAVITY -    980,218.7   (mgal)                       NAVD 88
 NM1273
 NM1273  VERT ORDER      -  FIRST     CLASS II
 NM1273
 NM1273.The horizontal coordinates were scaled from a map and have
 NM1273.an estimated accuracy of +/- 6 seconds.
 NM1273
 NM1273.The orthometric height was determined by differential leveling and
 NM1273.adjusted by the NATIONAL GEODETIC SURVEY
 NM1273.in June 1991.
 NM1273
 NM1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1273.GEOID18 height accuracy estimate available here.
 NM1273
 NM1273.Click photographs - Photos may exist for this station.
 NM1273
 NM1273.The dynamic height is computed by dividing the NAVD 88
 NM1273.geopotential number by the normal gravity value computed on the
 NM1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1273.degrees latitude (g = 980.6199 gals.).
 NM1273
 NM1273.The modeled gravity was interpolated from observed gravity values.
 NM1273
 NM1273;                    North         East    Units  Estimated Accuracy
 NM1273;SPC NE       -   280,150.      667,210.      MT  (+/- 180 meters Scaled)
 NM1273
 NM1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM848879(NAD 83)
 NM1273
 NM1273                          SUPERSEDED SURVEY CONTROL
 NM1273
 NM1273  NGVD 29 (??/??/92)  565.024  (m)         1853.75   (f) ADJ UNCH    1 2
 NM1273
 NM1273.Superseded values are not recommended for survey control.
 NM1273
 NM1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1273.See file dsdata.pdf to determine how the superseded data were derived.
 NM1273
 NM1273_MARKER: H = DRILL HOLE
 NM1273_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1273+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2009
 NM1273
 NM1273  HISTORY     - Date     Condition        Report By
 NM1273  HISTORY     - 1900     MONUMENTED       CGS
 NM1273  HISTORY     - 1946     GOOD             CGS
 NM1273  HISTORY     - 20090425 GOOD             INDIV
 NM1273
 NM1273                          STATION DESCRIPTION
 NM1273
 NM1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1273'AT BRUNSWICK.
 NM1273'AT BRUNSWICK, ANTELOPE COUNTY, ON THE CHICAGO, BURLINGTON AND
 NM1273'QUINCY RAILROAD, AT MILEAGE 87.72, NEAR THE PROLONGATION OF THE
 NM1273'EAST LINE OF FRANKLIN AVENUE, 113 FEET SOUTH OF THE CENTERLINE OF
 NM1273'THE MAIN TRACK, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1273'COAL BINS OF THE WALRATH AND SHERMAN LUMBER CO., 30 FEET EAST OF
 NM1273'THE CENTER OF THE EAST HEADWALL OF A 24-INCH CONCRETE PIPE-CULVERT
 NM1273'UNDER A PAVED ROAD, 5 FEET EAST OF THE BUILDING LINE EAST OF THE
 NM1273'HIGHWAY, JUST EAST OF A 24-INCH IRON BOLT DRIVEN IN THE GROUND, AND
 NM1273'1.3 FEET UNDER GROUND.  THE BOTTOM OF A SQUARE HOLE SURROUNDED
 NM1273'BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NM1273
 NM1273                          STATION RECOVERY (2009)
 NM1273
 NM1273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 NM1273'MONUMENT FOUND 2.8 FEET DEEP UNDER A HARD PACKED PARKING LOT.  FILL
 NM1273'MATERIAL CONSISTED OF ROCK, BRICK, CONCRETE, AND ASPHALT.  MONUMENT IS
 NM1273'A 6-INCH SQUARE LIMESTONE POST WITH THE LETTERS USBM ON TOP AND A
 NM1273'SQUARE CUT HOLE IN THE CENTER.  ESTABLISHED IN THE YEAR 1900.
 NM1273'
 NM1273'REFERENCE TIES ARE AS FOLLOWS - NORTH 112.64 FEET TO CENTERLINE OF
 NM1273'MAIN RAILROAD TRACK.  NORTH 62.64 FEET TO CENTERLINE OF SIDE TRACK.
 NM1273'WEST 48.2 FEET TO CENTERLINE PAVED STREET.  WEST-NORTHWEST 29.75 FEET
 NM1273'TO CHISELED X ON TOP CENTER OF EAST CONCRETE HEADWALL FOR 24-INCH RCP
 NM1273'CULVERT UNDER PAVED STREET.
 NM1273'
 NM1273'SOUTH 38.64 FEET TO NORTHWEST CORNER OF BRICK SIGN FOR MEURET GRAIN
 NM1273'COMPANY. SOUTHEAST 147.7 FEET TO NORTHWEST CORNER OF BRICK MEURET
 NM1273'GRAIN COMPANY BUILDING.
 NM1273'
 NM1273'PLACED A FIVE-EIGHTHS INCH REBAR ON EAST SIDE OF BENCH MARK THAT
 NM1273'PROJECTS 2.0 FEET ABOVE THE TOP SURFACE OF THE STONE.
 NM1273'
 NM1273'THE OWNER OF THE GRAIN COMPANY STATED THAT HE IS PLANNING TO PAVE THE
 NM1273'AREA WHERE THE BENCH MARK RESIDES IN THE NEAR FUTURE, BUT MAY TRY TO
 NM1273'WORK AROUND IT SO IT IS NOT COVERED.
 NM1273'
 NM1273'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 20 AND THE PAVED
 NM1273'ROAD THAT GOES SOUTH INTO BRUNSWICK, GO SOUTH TO THE CROSSING OF THE
 NM1273'NEBRASKA NORTHEASTERN RAILROAD TRACKS ON THE NORTH EDGE OF BRUNSWICK.
 NM1273'TURN EAST IMMEDIATELY AFTER CROSSING THE RAILROAD TRACKS.  THE MARK IS
 NM1273'ALONG THE SOUTH EDGE OF THE DRIVE INTO THE GRAIN COMPANY PARKING LOT
 NM1273'WHICH IS CURRENTLY ROCK.
 NM1273'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0163 ***********************************************************************
 NO0163  DESIGNATION -  H 20
 NO0163  PID         -  NO0163
 NO0163  STATE/COUNTY-  NE/CHERRY
 NO0163  COUNTRY     -  US
 NO0163  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0163
 NO0163                         *CURRENT SURVEY CONTROL
 NO0163  ______________________________________________________________________
 NO0163* NAD 83(1986) POSITION- 42 46 57.85   (N) 100 33 07.89   (W)   HD_HELD1
 NO0163* NAVD 88 ORTHO HEIGHT -   815.803 (meters)     2676.51  (feet) ADJUSTED
 NO0163  ______________________________________________________________________
 NO0163  GEOID HEIGHT    -        -21.668 (meters)                     GEOID18
 NO0163  DYNAMIC HEIGHT  -        815.467 (meters)     2675.41  (feet) COMP
 NO0163  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 NO0163
 NO0163  VERT ORDER      -  FIRST     CLASS II
 NO0163
 NO0163.The horizontal coordinates were determined by differentially corrected
 NO0163.hand held GPS observations or other comparable positioning techniques
 NO0163.and have an estimated accuracy of +/- 3 meters.
 NO0163
 NO0163.The orthometric height was determined by differential leveling and
 NO0163.adjusted by the NATIONAL GEODETIC SURVEY
 NO0163.in June 1991.
 NO0163
 NO0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0163.GEOID18 height accuracy estimate available here.
 NO0163
 NO0163.Click photographs - Photos may exist for this station.
 NO0163
 NO0163.The dynamic height is computed by dividing the NAVD 88
 NO0163.geopotential number by the normal gravity value computed on the
 NO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0163.degrees latitude (g = 980.6199 gals.).
 NO0163
 NO0163.The modeled gravity was interpolated from observed gravity values.
 NO0163
 NO0163;                    North         East    Units  Estimated Accuracy
 NO0163;SPC NE       -   327,630.7     454,819.9     MT  (+/- 3 meters HH1 GPS) 
 NO0163
 NO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7303737856(NAD 83)
 NO0163
 NO0163                          SUPERSEDED SURVEY CONTROL
 NO0163
 NO0163  NGVD 29 (02/14/92)  815.523  (m)         2675.60   (f) ADJUSTED    1 2
 NO0163  NGVD 29 (??/??/87)  815.523  (m)         2675.60   (f) SUPERSEDED  1 2
 NO0163
 NO0163.Superseded values are not recommended for survey control.
 NO0163
 NO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0163.See file dsdata.pdf to determine how the superseded data were derived.
 NO0163
 NO0163_MARKER: DB = BENCH MARK DISK
 NO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0163_STAMPING: H 20 1933 2675.595
 NO0163_MARK LOGO: CGS
 NO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0163+STABILITY: SURFACE MOTION
 NO0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0163+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0163
 NO0163  HISTORY     - Date     Condition        Report By
 NO0163  HISTORY     - 1933     MONUMENTED       CGS
 NO0163  HISTORY     - 1934     GOOD             CGS
 NO0163  HISTORY     - 19910803 GOOD             NGS
 NO0163
 NO0163                          STATION DESCRIPTION
 NO0163
 NO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0163'10 MI SW FROM VALENTINE.
 NO0163'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0163'VALENTINE, CHERRY COUNTY, THENCE 2.8 MILES SOUTHWEST ALONG A
 NO0163'DIRT ROAD, 1.5 MILES SOUTHWEST OF SCHLAGEL SCHOOL, 0.4 MILE
 NO0163'EAST OF AN S-CURVE, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NO0163'AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED 2675.595
 NO0163'H 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NO0163'INCHES ABOVE GROUND.
 NO0163
 NO0163                          STATION RECOVERY (1991)
 NO0163
 NO0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0163'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0163'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 1.3 KM (0.80 MI) WESTERLY
 NO0163'ALONG A TRACK ROAD, 12.6 M (41.3 FT) NORTH OF AND LEVEL WITH THE ROAD
 NO0163'CENTER, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 NO0163'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NO0163'MONUMENT IS ON PROPERTY OWNED BY CLARENCE LOVEJOY, HC 37, BOX 10,
 NO0163'VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2869 OR 376-3159.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0754 ***********************************************************************
 LH0754  DESIGNATION -  H 200
 LH0754  PID         -  LH0754
 LH0754  STATE/COUNTY-  NE/FURNAS
 LH0754  COUNTRY     -  US
 LH0754  USGS QUAD   -  BEAVER CITY SW (2017)
 LH0754
 LH0754                         *CURRENT SURVEY CONTROL
 LH0754  ______________________________________________________________________
 LH0754* NAD 83(1986) POSITION- 40 07 15.     (N) 099 53 36.     (W)   SCALED
 LH0754* NAVD 88 ORTHO HEIGHT -   670.927 (meters)     2201.20  (feet) ADJUSTED
 LH0754  ______________________________________________________________________
 LH0754  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 LH0754  DYNAMIC HEIGHT  -        670.497 (meters)     2199.79  (feet) COMP
 LH0754  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 LH0754
 LH0754  VERT ORDER      -  SECOND    CLASS 0
 LH0754
 LH0754.The horizontal coordinates were scaled from a map and have
 LH0754.an estimated accuracy of +/- 6 seconds.
 LH0754
 LH0754.The orthometric height was determined by differential leveling and
 LH0754.adjusted by the NATIONAL GEODETIC SURVEY
 LH0754.in June 1991.
 LH0754
 LH0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0754.GEOID18 height accuracy estimate available here.
 LH0754
 LH0754.Click photographs - Photos may exist for this station.
 LH0754
 LH0754.The dynamic height is computed by dividing the NAVD 88
 LH0754.geopotential number by the normal gravity value computed on the
 LH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0754.degrees latitude (g = 980.6199 gals.).
 LH0754
 LH0754.The modeled gravity was interpolated from observed gravity values.
 LH0754
 LH0754;                    North         East    Units  Estimated Accuracy
 LH0754;SPC NE       -    31,930.      509,090.      MT  (+/- 180 meters Scaled)
 LH0754
 LH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238415(NAD 83)
 LH0754
 LH0754                          SUPERSEDED SURVEY CONTROL
 LH0754
 LH0754  NGVD 29 (??/??/92)  670.662  (m)         2200.33   (f) ADJ UNCH    2 0
 LH0754
 LH0754.Superseded values are not recommended for survey control.
 LH0754
 LH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0754.See file dsdata.pdf to determine how the superseded data were derived.
 LH0754
 LH0754_MARKER: DB = BENCH MARK DISK
 LH0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0754_STAMPING: H 200 1934
 LH0754_MARK LOGO: CGS
 LH0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0754+STABILITY: SURFACE MOTION
 LH0754
 LH0754  HISTORY     - Date     Condition        Report By
 LH0754  HISTORY     - 1934     MONUMENTED       CGS
 LH0754  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0754
 LH0754                          STATION DESCRIPTION
 LH0754
 LH0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0754'4.1 MI E FROM HENDLEY.
 LH0754'ABOUT 4.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0754'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LH0754'2 POLES WEST OF MILEPOST 24, AT THE EAST END OF A FILL, AT A
 LH0754'ROAD CROSSING, 21 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 LH0754'AND 8 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED H 200
 LH0754'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0754
 LH0754                          STATION RECOVERY (1986)
 LH0754
 LH0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0754'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0340 ***********************************************************************
 LH0340  DESIGNATION -  H 201
 LH0340  PID         -  LH0340
 LH0340  STATE/COUNTY-  NE/FRANKLIN
 LH0340  COUNTRY     -  US
 LH0340  USGS QUAD   -  FRANKLIN (2017)
 LH0340
 LH0340                         *CURRENT SURVEY CONTROL
 LH0340  ______________________________________________________________________
 LH0340* NAD 83(1986) POSITION- 40 00 07.44   (N) 098 56 07.99   (W)   HD_HELD1
 LH0340* NAVD 88 ORTHO HEIGHT -   641.526 (meters)     2104.74  (feet) ADJUSTED
 LH0340  ______________________________________________________________________
 LH0340  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 LH0340  DYNAMIC HEIGHT  -        641.121 (meters)     2103.41  (feet) COMP
 LH0340  MODELED GRAVITY -    979,973.5   (mgal)                       NAVD 88
 LH0340
 LH0340  VERT ORDER      -  SECOND    CLASS 0
 LH0340
 LH0340.The horizontal coordinates were determined by differentially corrected
 LH0340.hand held GPS observations or other comparable positioning techniques
 LH0340.and have an estimated accuracy of +/- 3 meters.
 LH0340
 LH0340.The orthometric height was determined by differential leveling and
 LH0340.adjusted by the NATIONAL GEODETIC SURVEY
 LH0340.in June 1991.
 LH0340
 LH0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0340.GEOID18 height accuracy estimate available here.
 LH0340
 LH0340.Click photographs - Photos may exist for this station.
 LH0340
 LH0340.The dynamic height is computed by dividing the NAVD 88
 LH0340.geopotential number by the normal gravity value computed on the
 LH0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0340.degrees latitude (g = 980.6199 gals.).
 LH0340
 LH0340.The modeled gravity was interpolated from observed gravity values.
 LH0340
 LH0340;                    North         East    Units  Estimated Accuracy
 LH0340;SPC NE       -    19,295.2     590,892.1     MT  (+/- 3 meters HH1 GPS) 
 LH0340
 LH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0550127988(NAD 83)
 LH0340
 LH0340                          SUPERSEDED SURVEY CONTROL
 LH0340
 LH0340  NGVD 29 (??/??/92)  641.293  (m)         2103.98   (f) ADJ UNCH    2 0
 LH0340
 LH0340.Superseded values are not recommended for survey control.
 LH0340
 LH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0340.See file dsdata.pdf to determine how the superseded data were derived.
 LH0340
 LH0340_MARKER: DD = SURVEY DISK
 LH0340_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0340_STAMPING: H 201 1934
 LH0340_MARK LOGO: CGS+SS
 LH0340_PROJECTION: PROJECTING 13 CENTIMETERS
 LH0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0340+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 LH0340
 LH0340  HISTORY     - Date     Condition        Report By
 LH0340  HISTORY     - 1934     MONUMENTED       NEGS
 LH0340  HISTORY     - 1941     GOOD             CGS
 LH0340  HISTORY     - 20200610 GOOD             NDDT
 LH0340
 LH0340                          STATION DESCRIPTION
 LH0340
 LH0340'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1934 (WJT)
 LH0340'6.3 MI S FROM FRANKLIN.
 LH0340'6.3 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0340'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0340'COUNTY, 150 FEET NORTH OF THE NEBRASKA-KANSAS STATE LINE, AT
 LH0340'THE JUNCTION OF A ROAD LEADING WEST, 33 FEET NORTHWEST OF THE
 LH0340'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE
 LH0340'OF THE ROAD, AND 15 FEET NORTHWEST OF A MAILBOX BELONGING IN
 LH0340'1934 TO J.J. KING.  A STATE SURVEY STANDARD DISK, STAMPED H 201
 LH0340'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0340
 LH0340                          STATION RECOVERY (1941)
 LH0340
 LH0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0340'RECOVERED IN GOOD CONDITION.
 LH0340
 LH0340                          STATION RECOVERY (2020)
 LH0340
 LH0340'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2020 (BO)
 LH0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0705 ***********************************************************************
 LH0705  DESIGNATION -  H 201 RESET
 LH0705  PID         -  LH0705
 LH0705  STATE/COUNTY-  NE/HARLAN
 LH0705  COUNTRY     -  US
 LH0705  USGS QUAD   -  ALMA (2017)
 LH0705
 LH0705                         *CURRENT SURVEY CONTROL
 LH0705  ______________________________________________________________________
 LH0705* NAD 83(1986) POSITION- 40 00 48.     (N) 099 22 02.     (W)   SCALED
 LH0705* NAVD 88 ORTHO HEIGHT -   603.28  (+/-2cm)     1979.3   (feet) VERTCON
 LH0705  ______________________________________________________________________
 LH0705  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 LH0705  VERT ORDER      -  THIRD (See Below)
 LH0705
 LH0705.The horizontal coordinates were scaled from a map and have
 LH0705.an estimated accuracy of +/- 6 seconds.
 LH0705
 LH0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0705
 LH0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0705.GEOID18 height accuracy estimate available here.
 LH0705
 LH0705.The vertical order pertains to the NGVD 29 superseded value.
 LH0705
 LH0705.Click photographs - Photos may exist for this station.
 LH0705
 LH0705;                    North         East    Units  Estimated Accuracy
 LH0705;SPC NE       -    20,180.      554,020.      MT  (+/- 180 meters Scaled)
 LH0705
 LH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK686293(NAD 83)
 LH0705
 LH0705                          SUPERSEDED SURVEY CONTROL
 LH0705
 LH0705  NGVD 29 (??/??/??)  603.03   (m)         1978.4    (f) RESET       3  
 LH0705
 LH0705.Superseded values are not recommended for survey control.
 LH0705
 LH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0705.See file dsdata.pdf to determine how the superseded data were derived.
 LH0705
 LH0705_MARKER: DB = BENCH MARK DISK
 LH0705_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0705_SP_SET: BRIDGE ABUTMENT
 LH0705_STAMPING: H 201 1934 RESET 1953
 LH0705_MARK LOGO: CGS
 LH0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0705
 LH0705  HISTORY     - Date     Condition        Report By
 LH0705  HISTORY     - 1953     MONUMENTED       USGS
 LH0705  HISTORY     - 19920219 GOOD             NEDR
 LH0705
 LH0705                          STATION DESCRIPTION
 LH0705
 LH0705'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LH0705'4.2 MI NE FROM WOODRUFF.
 LH0705'IN HARLAN COUNTY, NEBRASKA, 4.2 MILES NORTHEAST OF WOODRUFF,
 LH0705'PHILLIPS COUNTY, KANSAS, ON U.S. HIGHWAY 383, 0.8 MILE NORTH
 LH0705'OF THE NEBRASKA-KANSAS STATE LINE, AT A BRIDGE OVER PRAIRIE DOG
 LH0705'CREEK, AND IN THE TOP OF THE WEST WING WALL OF THE NORTH ABUTMENT.
 LH0705'A STANDARD DISK, STAMPED H 201 1934 RESET 1953.
 LH0705
 LH0705                          STATION RECOVERY (1992)
 LH0705
 LH0705'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 LH0705'MARK WAS RECOVERED IN GOOD CONDITION, BUT RESET DUE TO NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1510 ***********************************************************************
 LH1510  DESIGNATION -  H 201 RESET
 LH1510  PID         -  LH1510
 LH1510  STATE/COUNTY-  NE/HARLAN
 LH1510  COUNTRY     -  US
 LH1510  USGS QUAD   -  ALMA (2017)
 LH1510
 LH1510                         *CURRENT SURVEY CONTROL
 LH1510  ______________________________________________________________________
 LH1510* NAD 83(1986) POSITION- 40 00 48.     (N) 099 22 01.     (W)   SCALED
 LH1510* NAVD 88 ORTHO HEIGHT -   607.20  (+/-2cm)     1992.1   (feet) VERTCON
 LH1510  ______________________________________________________________________
 LH1510  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 LH1510  VERT ORDER      -  THIRD (See Below)
 LH1510
 LH1510.The horizontal coordinates were scaled from a map and have
 LH1510.an estimated accuracy of +/- 6 seconds.
 LH1510
 LH1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1510
 LH1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1510.GEOID18 height accuracy estimate available here.
 LH1510
 LH1510.The vertical order pertains to the NGVD 29 superseded value.
 LH1510
 LH1510.Click photographs - Photos may exist for this station.
 LH1510
 LH1510;                    North         East    Units  Estimated Accuracy
 LH1510;SPC NE       -    20,190.      554,050.      MT  (+/- 180 meters Scaled)
 LH1510
 LH1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK686293(NAD 83)
 LH1510
 LH1510                          SUPERSEDED SURVEY CONTROL
 LH1510
 LH1510  NGVD 29 (01/31/13)  606.95   (m)         1991.3    (f) RESET       3  
 LH1510
 LH1510.Superseded values are not recommended for survey control.
 LH1510
 LH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1510.See file dsdata.pdf to determine how the superseded data were derived.
 LH1510
 LH1510_MARKER: DV = VERTICAL CONTROL DISK
 LH1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1510_STAMPING: H 201 RESET 1992
 LH1510_MARK LOGO: NGS
 LH1510_PROJECTION: FLUSH
 LH1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1510+STABILITY: SURFACE MOTION
 LH1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1510+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LH1510
 LH1510  HISTORY     - Date     Condition        Report By
 LH1510  HISTORY     - 1992     MONUMENTED       NEDR
 LH1510  HISTORY     - 20200728 GOOD             WSRR
 LH1510
 LH1510                          STATION DESCRIPTION
 LH1510
 LH1510'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 LH1510'ABOUT 5.9 MI (9.5 KM) SOUTH FROM ALMA, 1.3 MI (2.1 KM) NORTH FROM THE
 LH1510'NEBRASKA-KANSAS STATE LINE, ON DEPARTMENT OF ROADS RIGHT-OF-WAY, AT A
 LH1510'WIDE TURN OUT AREA, USED AS A WEIGHT STATION, AND IN SEC28, T1N,
 LH1510'R18W.  FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 183, IN ALMA, GO
 LH1510'SOUTH ON HIGHWAY 183 FOR 5.9 MI (9.5 KM) TO THE TURN OUT AREA, A
 LH1510'COUNTY ROAD AND THE MARK ON THE LEFT IN THE SOUTHEAST CORNER OF THE
 LH1510'TURNOUT, IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LH1510'THE GROUND SURFACE.  IT IS 158.0 FT (48.2 M) EAST FROM THE CENTERLINE
 LH1510'OF THE HIGHWAY, 93.0 FT (28.3 M) NORTH FROM THE CENTERLINE OF THE
 LH1510'COUNTY ROAD AND 224.0 FT (68.3 M) SOUTHEAST FROM THE SOUTHEAST CORNER
 LH1510'OF A CONCRETE SLAB USED TO SUPPORT TRUCK WEIGHING SCALES.
 LH1510
 LH1510                          STATION RECOVERY (2020)
 LH1510
 LH1510'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LH1510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0019 ***********************************************************************
 LG0019  DESIGNATION -  H 208
 LG0019  PID         -  LG0019
 LG0019  STATE/COUNTY-  NE/OTOE
 LG0019  COUNTRY     -  US
 LG0019  USGS QUAD   -  SYRACUSE (2017)
 LG0019
 LG0019                         *CURRENT SURVEY CONTROL
 LG0019  ______________________________________________________________________
 LG0019* NAD 83(1986) POSITION- 40 40 04.     (N) 096 13 01.     (W)   SCALED
 LG0019* NAVD 88 ORTHO HEIGHT -   322.114 (meters)     1056.80  (feet) ADJUSTED
 LG0019  ______________________________________________________________________
 LG0019  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 LG0019  DYNAMIC HEIGHT  -        321.956 (meters)     1056.28  (feet) COMP
 LG0019  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 LG0019
 LG0019  VERT ORDER      -  FIRST     CLASS II
 LG0019
 LG0019.The horizontal coordinates were scaled from a map and have
 LG0019.an estimated accuracy of +/- 6 seconds.
 LG0019
 LG0019.The orthometric height was determined by differential leveling and
 LG0019.adjusted by the NATIONAL GEODETIC SURVEY
 LG0019.in June 1991.
 LG0019
 LG0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0019.GEOID18 height accuracy estimate available here.
 LG0019
 LG0019.Click photographs - Photos may exist for this station.
 LG0019
 LG0019.The dynamic height is computed by dividing the NAVD 88
 LG0019.geopotential number by the normal gravity value computed on the
 LG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0019.degrees latitude (g = 980.6199 gals.).
 LG0019
 LG0019.The modeled gravity was interpolated from observed gravity values.
 LG0019
 LG0019;                    North         East    Units  Estimated Accuracy
 LG0019;SPC NE       -    99,640.      819,700.      MT  (+/- 180 meters Scaled)
 LG0019
 LG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352056(NAD 83)
 LG0019
 LG0019                          SUPERSEDED SURVEY CONTROL
 LG0019
 LG0019  NGVD 29 (??/??/92)  322.006  (m)         1056.45   (f) ADJ UNCH    1 2
 LG0019
 LG0019.Superseded values are not recommended for survey control.
 LG0019
 LG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0019.See file dsdata.pdf to determine how the superseded data were derived.
 LG0019
 LG0019_MARKER: DB = BENCH MARK DISK
 LG0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0019_SP_SET: BRIDGE
 LG0019_STAMPING: H 208 1940
 LG0019_MARK LOGO: CGS
 LG0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0019
 LG0019  HISTORY     - Date     Condition        Report By
 LG0019  HISTORY     - 1940     MONUMENTED       CGS
 LG0019  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0019
 LG0019                          STATION DESCRIPTION
 LG0019
 LG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0019'3.2 MI SE FROM UNADILLA.
 LG0019'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0019'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 0.2 MILE
 LG0019'NORTHWEST OF MILEPOST 29, 340 FEET NORTH OF THE CENTERLINE OF
 LG0019'THE TRACK, OPPOSITE RAILROAD BRIDGE 29.26, AT A BRIDGE ON STATE
 LG0019'HIGHWAY 2, IN THE TOP FO THE SOUTHEAST WING WALL, AND 12.6 FEET
 LG0019'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LG0019'H 208 1940.
 LG0019
 LG0019                          STATION RECOVERY (1991)
 LG0019
 LG0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0019'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 LG0019'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0413 ***********************************************************************
 LG0413  DESIGNATION -  H 209
 LG0413  PID         -  LG0413
 LG0413  STATE/COUNTY-  NE/SALINE
 LG0413  COUNTRY     -  US
 LG0413  USGS QUAD   -  PLEASANT HILL (2017)
 LG0413
 LG0413                         *CURRENT SURVEY CONTROL
 LG0413  ______________________________________________________________________
 LG0413* NAD 83(1986) POSITION- 40 37 23.     (N) 097 00 32.     (W)   SCALED
 LG0413* NAVD 88 ORTHO HEIGHT -   429.168 (meters)     1408.03  (feet) ADJUSTED
 LG0413  ______________________________________________________________________
 LG0413  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 LG0413  DYNAMIC HEIGHT  -        428.945 (meters)     1407.30  (feet) COMP
 LG0413  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 LG0413
 LG0413  VERT ORDER      -  FIRST     CLASS II
 LG0413
 LG0413.The horizontal coordinates were scaled from a map and have
 LG0413.an estimated accuracy of +/- 6 seconds.
 LG0413
 LG0413.The orthometric height was determined by differential leveling and
 LG0413.adjusted by the NATIONAL GEODETIC SURVEY
 LG0413.in June 1991.
 LG0413
 LG0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0413.GEOID18 height accuracy estimate available here.
 LG0413
 LG0413.Click photographs - Photos may exist for this station.
 LG0413
 LG0413.The dynamic height is computed by dividing the NAVD 88
 LG0413.geopotential number by the normal gravity value computed on the
 LG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0413.degrees latitude (g = 980.6199 gals.).
 LG0413
 LG0413.The modeled gravity was interpolated from observed gravity values.
 LG0413
 LG0413;                    North         East    Units  Estimated Accuracy
 LG0413;SPC NE       -    92,060.      752,980.      MT  (+/- 180 meters Scaled)
 LG0413
 LG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK684988(NAD 83)
 LG0413
 LG0413                          SUPERSEDED SURVEY CONTROL
 LG0413
 LG0413  NGVD 29 (??/??/92)  429.03   (m)         1407.6    (f) COMPUTED    1 2
 LG0413
 LG0413.Superseded values are not recommended for survey control.
 LG0413
 LG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0413.See file dsdata.pdf to determine how the superseded data were derived.
 LG0413
 LG0413_MARKER: DB = BENCH MARK DISK
 LG0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0413_STAMPING: H 209 1940
 LG0413_MARK LOGO: CGS
 LG0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0413+STABILITY: SURFACE MOTION
 LG0413
 LG0413  HISTORY     - Date     Condition        Report By
 LG0413  HISTORY     - 1940     MONUMENTED       CGS
 LG0413
 LG0413                          STATION DESCRIPTION
 LG0413
 LG0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0413'2.5 MI W FROM CRETE.
 LG0413'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0413'FROM THE STATION AT CRETE, SALINE COUNTY, 86 FEET SOUTHEAST OF
 LG0413'SEMAPHORE 8216, 34 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LG0413'3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0413'STAMPED H 209 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0413'0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0232 ***********************************************************************
 NO0232  DESIGNATION -  H 21
 NO0232  PID         -  NO0232
 NO0232  STATE/COUNTY-  NE/CHERRY
 NO0232  COUNTRY     -  US
 NO0232  USGS QUAD   -  SQUARE LAKE (2017)
 NO0232
 NO0232                         *CURRENT SURVEY CONTROL
 NO0232  ______________________________________________________________________
 NO0232* NAD 83(1986) POSITION- 42 25 33.73   (N) 100 59 37.35   (W)   HD_HELD1
 NO0232* NAVD 88 ORTHO HEIGHT -   949.858 (meters)     3116.33  (feet) ADJUSTED
 NO0232  ______________________________________________________________________
 NO0232  GEOID HEIGHT    -        -20.508 (meters)                     GEOID18
 NO0232  DYNAMIC HEIGHT  -        949.413 (meters)     3114.87  (feet) COMP
 NO0232  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 NO0232
 NO0232  VERT ORDER      -  FIRST     CLASS II
 NO0232
 NO0232.The horizontal coordinates were determined by differentially corrected
 NO0232.hand held GPS observations or other comparable positioning techniques
 NO0232.and have an estimated accuracy of +/- 3 meters.
 NO0232
 NO0232.The orthometric height was determined by differential leveling and
 NO0232.adjusted by the NATIONAL GEODETIC SURVEY
 NO0232.in June 1991.
 NO0232
 NO0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0232.GEOID18 height accuracy estimate available here.
 NO0232
 NO0232.Click photographs - Photos may exist for this station.
 NO0232
 NO0232.The dynamic height is computed by dividing the NAVD 88
 NO0232.geopotential number by the normal gravity value computed on the
 NO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0232.degrees latitude (g = 980.6199 gals.).
 NO0232
 NO0232.The modeled gravity was interpolated from observed gravity values.
 NO0232
 NO0232;                    North         East    Units  Estimated Accuracy
 NO0232;SPC NE       -   288,338.4     418,241.1     MT  (+/- 3 meters HH1 GPS) 
 NO0232
 NO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3598899005(NAD 83)
 NO0232
 NO0232                          SUPERSEDED SURVEY CONTROL
 NO0232
 NO0232  NGVD 29 (02/14/92)  949.565  (m)         3115.36   (f) ADJUSTED    1 2
 NO0232  NGVD 29 (??/??/87)  949.547  (m)         3115.31   (f) SUPERSEDED  1 2
 NO0232
 NO0232.Superseded values are not recommended for survey control.
 NO0232
 NO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0232.See file dsdata.pdf to determine how the superseded data were derived.
 NO0232
 NO0232_MARKER: DB = BENCH MARK DISK
 NO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0232_STAMPING: H 21 1933 3115.305
 NO0232_MARK LOGO: CGS
 NO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0232+STABILITY: SURFACE MOTION
 NO0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0232+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1991
 NO0232
 NO0232  HISTORY     - Date     Condition        Report By
 NO0232  HISTORY     - 1933     MONUMENTED       CGS
 NO0232  HISTORY     - 1934     GOOD             CGS
 NO0232  HISTORY     - 1983     GOOD
 NO0232  HISTORY     - 19910811 GOOD             NGS
 NO0232
 NO0232                          STATION DESCRIPTION
 NO0232
 NO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0232'29 MI N FROM MULLEN.
 NO0232'IN CHERRY COUNTY, 29.0 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0232'HOOKER COUNTY, AT A SECTION CORNER, 0.3 MILE NORTHWEST OF THE
 NO0232'W.B. SHERMAN RANCHOUSE, AT A TURN IN THE ROAD FROM NORTH TO
 NO0232'WEST, 45 FEET EAST OF THE ROAD, AND AT A PROPERTY LINE.  A STANDARD
 NO0232'DISK, STAMPED 3115.305 H 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0232'POST PROJECTING 1 FOOT ABOVE GROUND.  ABOUT 49.6 MI SW FROM THE
 NO0232'COURTHOUSE AT VALENTINE, CHERRY CO.
 NO0232
 NO0232                          STATION RECOVERY (1934)
 NO0232
 NO0232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0232'RECOVERED IN GOOD CONDITION.
 NO0232
 NO0232                          STATION RECOVERY (1983)
 NO0232
 NO0232'RECOVERED 1983
 NO0232'APPROX 1/2 MILE EAST OF HWY. 97, THRU SHERMAN RANCH. 20' SOUTH OF A
 NO0232'N-S TREE CLAIM. 4' EAST OF A N-S FENCE.
 NO0232
 NO0232                          STATION RECOVERY (1991)
 NO0232
 NO0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0232'45.5 KM (28.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0232'OF STATE HIGHWAY 2 IN MULLEN, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG
 NO0232'THE SHERMAN RANCH ENTRANCE ROAD, THENCE 1.1 KM (0.70 MI)
 NO0232'SOUTHEASTERLY ALONG A TRACK ROAD, 42.5 M (139.4 FT) NORTH OF A
 NO0232'UTILITY POLE, 18.4 M (60.4 FT) EAST OF THE ROAD CENTER, 8.8 M (28.9
 NO0232'FT) SOUTH OF THE MOST SOUTHWESTERLY TREE IN A GROVE, 1.0 M (3.3 FT)
 NO0232'EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 NO0232'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 NO0232'OWNED BY RICH SHERMAN, HC 1, BOX 17, MULLEN, NE 69152, TELEPHONE
 NO0232'NUMBER (308) 546-2621.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1228 ***********************************************************************
 MK1228  DESIGNATION -  H 210
 MK1228  PID         -  MK1228
 MK1228  STATE/COUNTY-  NE/PLATTE
 MK1228  COUNTRY     -  US
 MK1228  USGS QUAD   -  DUNCAN (2017)
 MK1228
 MK1228                         *CURRENT SURVEY CONTROL
 MK1228  ______________________________________________________________________
 MK1228* NAD 83(1986) POSITION- 41 25 44.     (N) 097 22 58.     (W)   SCALED
 MK1228* NAVD 88 ORTHO HEIGHT -   441.892 (meters)     1449.77  (feet) ADJUSTED
 MK1228  ______________________________________________________________________
 MK1228  GEOID HEIGHT    -        -25.360 (meters)                     GEOID18
 MK1228  DYNAMIC HEIGHT  -        441.699 (meters)     1449.14  (feet) COMP
 MK1228  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 MK1228
 MK1228  VERT ORDER      -  FIRST     CLASS II
 MK1228
 MK1228.The horizontal coordinates were scaled from a map and have
 MK1228.an estimated accuracy of +/- 6 seconds.
 MK1228
 MK1228.The orthometric height was determined by differential leveling and
 MK1228.adjusted by the NATIONAL GEODETIC SURVEY
 MK1228.in June 1991.
 MK1228
 MK1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1228.GEOID18 height accuracy estimate available here.
 MK1228
 MK1228.Click photographs - Photos may exist for this station.
 MK1228
 MK1228.The dynamic height is computed by dividing the NAVD 88
 MK1228.geopotential number by the normal gravity value computed on the
 MK1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1228.degrees latitude (g = 980.6199 gals.).
 MK1228
 MK1228.The modeled gravity was interpolated from observed gravity values.
 MK1228
 MK1228;                    North         East    Units  Estimated Accuracy
 MK1228;SPC NE       -   180,460.      718,660.      MT  (+/- 180 meters Scaled)
 MK1228
 MK1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL351876(NAD 83)
 MK1228
 MK1228                          SUPERSEDED SURVEY CONTROL
 MK1228
 MK1228  NGVD 29 (??/??/92)  441.707  (m)         1449.17   (f) ADJ UNCH    1 2
 MK1228
 MK1228.Superseded values are not recommended for survey control.
 MK1228
 MK1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1228.See file dsdata.pdf to determine how the superseded data were derived.
 MK1228
 MK1228_MARKER: DB = BENCH MARK DISK
 MK1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1228_STAMPING: H 210 1940
 MK1228_MARK LOGO: CGS
 MK1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1228+STABILITY: SURFACE MOTION
 MK1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1228+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2009
 MK1228
 MK1228  HISTORY     - Date     Condition        Report By
 MK1228  HISTORY     - 1940     MONUMENTED       CGS
 MK1228  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1228  HISTORY     - 19910403 GOOD             NEDR
 MK1228  HISTORY     - 20090507 GOOD             NEGS
 MK1228  HISTORY     - 20100514 GOOD             INDIV
 MK1228
 MK1228                          STATION DESCRIPTION
 MK1228
 MK1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1228'1.4 MI NW FROM COLUMBUS.
 MK1228'ON RIGHT-OF-WAY OF UNION PACIFIC RR.  AT THE END OF RAILROAD
 MK1228'Y TRACKS.  62 FEET SOUTHWEST OF SECTION POST MARKED 115-35.
 MK1228'47.5 FEET WEST OF CENTER LINE OF TRACK.  39 FEET WEST OF SWITCH
 MK1228'STAND.  3.0 FEET SOUTH OF 4 X 4 INCH WHITE WOODEN POST PROJECTING
 MK1228'2.0 FEET.
 MK1228
 MK1228                          STATION RECOVERY (1957)
 MK1228
 MK1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1228'MARK NOT FOUND.
 MK1228
 MK1228                          STATION RECOVERY (1991)
 MK1228
 MK1228'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1228'1.4 MI (2.3 KM) NORTH ALONG THE UNION PACIFIC RAILROAD, FROM THE
 MK1228'STATION IN COLUMBUS, AT THE END OF A WYE, 52.5 FT (16.0 M) SOUTH FROM
 MK1228'A CONCRETE GATE POST, 47.5 FT (14.5 M) WEST FROM THE CENTERLINE OF THE
 MK1228'TRACK, 39 FT (11.9 M) WEST FROM A SWITCH STAND, 3 FT (0.9 M) SOUTH
 MK1228'FROM A FIBERGLASS WITNESS POST AND SET INTO THE TOP OF A CONCRETE POST
 MK1228'THAT PROJECTS 0.5 FT (15.2 CM) ABOVE THE GROUND.  ALTERNATE LOCATION,
 MK1228'FROM THE JUNCTION OF MUNROE AVENUE AND 11TH STREET, GO NORTH ON MUNROE
 MK1228'AVENUE FOR 0.1 MI (0.2 KM) TO THE MARK, 265 FT (80.8 M) EAST OF THE
 MK1228'CENTERLINE OF GRAVEL STREET.
 MK1228
 MK1228                          STATION RECOVERY (2009)
 MK1228
 MK1228'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2009 (JPC)
 MK1228'RECOVERED IN GOOD CONDITION.
 MK1228
 MK1228                          STATION RECOVERY (2010)
 MK1228
 MK1228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK1228'REAL TIME NETWORK GPS OBSERVATION.
 MK1228'41 25'46.184''N     97 22'58.056''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1231 ***********************************************************************
 MK1231  DESIGNATION -  H 211
 MK1231  PID         -  MK1231
 MK1231  STATE/COUNTY-  NE/PLATTE
 MK1231  COUNTRY     -  US
 MK1231  USGS QUAD   -  COLUMBUS (2017)
 MK1231
 MK1231                         *CURRENT SURVEY CONTROL
 MK1231  ______________________________________________________________________
 MK1231* NAD 83(1986) POSITION- 41 25 47.     (N) 097 21 30.     (W)   SCALED
 MK1231* NAVD 88 ORTHO HEIGHT -   441.992 (meters)     1450.10  (feet) ADJUSTED
 MK1231  ______________________________________________________________________
 MK1231  GEOID HEIGHT    -        -25.380 (meters)                     GEOID18
 MK1231  DYNAMIC HEIGHT  -        441.799 (meters)     1449.47  (feet) COMP
 MK1231  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 MK1231
 MK1231  VERT ORDER      -  FIRST     CLASS II
 MK1231
 MK1231.The horizontal coordinates were scaled from a map and have
 MK1231.an estimated accuracy of +/- 6 seconds.
 MK1231
 MK1231.The orthometric height was determined by differential leveling and
 MK1231.adjusted by the NATIONAL GEODETIC SURVEY
 MK1231.in June 1991.
 MK1231
 MK1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1231.GEOID18 height accuracy estimate available here.
 MK1231
 MK1231.Click photographs - Photos may exist for this station.
 MK1231
 MK1231.The dynamic height is computed by dividing the NAVD 88
 MK1231.geopotential number by the normal gravity value computed on the
 MK1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1231.degrees latitude (g = 980.6199 gals.).
 MK1231
 MK1231.The modeled gravity was interpolated from observed gravity values.
 MK1231
 MK1231;                    North         East    Units  Estimated Accuracy
 MK1231;SPC NE       -   180,610.      720,700.      MT  (+/- 180 meters Scaled)
 MK1231
 MK1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL371877(NAD 83)
 MK1231
 MK1231                          SUPERSEDED SURVEY CONTROL
 MK1231
 MK1231  NGVD 29 (??/??/92)  441.803  (m)         1449.48   (f) ADJ UNCH    1 2
 MK1231
 MK1231.Superseded values are not recommended for survey control.
 MK1231
 MK1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1231.See file dsdata.pdf to determine how the superseded data were derived.
 MK1231
 MK1231_MARKER: DB = BENCH MARK DISK
 MK1231_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK1231_SP_SET: STEP
 MK1231_STAMPING: H 211 1940
 MK1231_MARK LOGO: CGS
 MK1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1231
 MK1231  HISTORY     - Date     Condition        Report By
 MK1231  HISTORY     - 1940     MONUMENTED       CGS
 MK1231  HISTORY     - 20030409 MARK NOT FOUND   NGS
 MK1231
 MK1231                          STATION DESCRIPTION
 MK1231
 MK1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1231'AT COLUMBUS.
 MK1231'BENCH MARK IS LOCATED IN POST OFFICE, 99.5 FEET SOUTHWEST OF
 MK1231'CENTER OF INTERSECTION OF FOURTEENTH STREET AND TWENTY FIFTH
 MK1231'AVENUE, 87.8 FEET SOUTH OF CENTERLINE OF FOURTEENTH STREET, 48.7
 MK1231'FEET WEST OF CENTERLINE OF TWENTY FIFTH AVENUE, MARK IS SET
 MK1231'FLUSH AND HORIZONTALLY IN TOP OF NORTH STONE WALL BORDERING
 MK1231'FIRST LANDING OF STEPS WHICH LEAD TO MAIN ENTRANCE.  NO 4X4 INCH
 MK1231'POST WAS SET BECAUSE POST OFFICE SERVES AS LANDMARK.
 MK1231
 MK1231                          STATION RECOVERY (2003)
 MK1231
 MK1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 MK1231'SITE OF BENCHMARK IS NOW PARKING LOT FOR COLUMBUS PUBLIC LIBRARY AND
 MK1231'OTHER DOWNTOWN STORES.  NO EVIDENCE OF THE BENCHMARK COULD BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1223 ***********************************************************************
 NM1223  DESIGNATION -  H 212
 NM1223  PID         -  NM1223
 NM1223  STATE/COUNTY-  NE/MADISON
 NM1223  COUNTRY     -  US
 NM1223  USGS QUAD   -  NORFOLK (2017)
 NM1223
 NM1223                         *CURRENT SURVEY CONTROL
 NM1223  ______________________________________________________________________
 NM1223* NAD 83(1986) POSITION- 42 00 50.     (N) 097 26 04.     (W)   SCALED
 NM1223* NAVD 88 ORTHO HEIGHT -   463.639 (meters)     1521.12  (feet) ADJUSTED
 NM1223  ______________________________________________________________________
 NM1223  GEOID HEIGHT    -        -24.789 (meters)                     GEOID18
 NM1223  DYNAMIC HEIGHT  -        463.456 (meters)     1520.52  (feet) COMP
 NM1223  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 NM1223
 NM1223  VERT ORDER      -  FIRST     CLASS II
 NM1223
 NM1223.The horizontal coordinates were scaled from a map and have
 NM1223.an estimated accuracy of +/- 6 seconds.
 NM1223
 NM1223.The orthometric height was determined by differential leveling and
 NM1223.adjusted by the NATIONAL GEODETIC SURVEY
 NM1223.in June 1991.
 NM1223
 NM1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1223.GEOID18 height accuracy estimate available here.
 NM1223
 NM1223.Click photographs - Photos may exist for this station.
 NM1223
 NM1223.The dynamic height is computed by dividing the NAVD 88
 NM1223.geopotential number by the normal gravity value computed on the
 NM1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1223.degrees latitude (g = 980.6199 gals.).
 NM1223
 NM1223.The modeled gravity was interpolated from observed gravity values.
 NM1223
 NM1223;                    North         East    Units  Estimated Accuracy
 NM1223;SPC NE       -   245,250.      712,420.      MT  (+/- 180 meters Scaled)
 NM1223
 NM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM296525(NAD 83)
 NM1223
 NM1223                          SUPERSEDED SURVEY CONTROL
 NM1223
 NM1223  NGVD 29 (??/??/92)  463.460  (m)         1520.54   (f) ADJ UNCH    1 2
 NM1223
 NM1223.Superseded values are not recommended for survey control.
 NM1223
 NM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1223.See file dsdata.pdf to determine how the superseded data were derived.
 NM1223
 NM1223_MARKER: DB = BENCH MARK DISK
 NM1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1223_STAMPING: H 212 1940
 NM1223_MARK LOGO: CGS
 NM1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1223+STABILITY: SURFACE MOTION
 NM1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1223+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2015
 NM1223
 NM1223  HISTORY     - Date     Condition        Report By
 NM1223  HISTORY     - 1940     MONUMENTED       CGS
 NM1223  HISTORY     - 1940     GOOD             CGS
 NM1223  HISTORY     - 1972     GOOD             LOCSUR
 NM1223  HISTORY     - 20150127 GOOD             NEDR
 NM1223
 NM1223                          STATION DESCRIPTION
 NM1223
 NM1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1223'1.5 MI S FROM NORFOLK.
 NM1223'1.5 MI S ALONG THE UNION PACIFIC RR FROM THE STATION AT NORFOLK,
 NM1223'MADISON COUNTY, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 NM1223'RAILWAY, 36 FT E OF THE CENTER LINE OF THE UPRR TRACK, 48 FT N
 NM1223'OF THE CENTER LINE OF THE C AND NW RY. TRACK, IN LINE WITH A ROW
 NM1223'OF POLES, 4.4 FT W OF A POLE, AND 3 FT E OF A WHITE WOODEN
 NM1223'WITNESS POST.  A STANDARD DISK, STAMPED H 212 1940 AND SET IN THE
 NM1223'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM1223
 NM1223                          STATION RECOVERY (1940)
 NM1223
 NM1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 NM1223'RECOVERED IN GOOD CONDITION.
 NM1223
 NM1223                          STATION RECOVERY (1972)
 NM1223
 NM1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1223'WITNESS POST GONE.
 NM1223
 NM1223                          STATION RECOVERY (2015)
 NM1223
 NM1223'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2015 (GAT)
 NM1223'FROM JCT OF HIGHWAYS 275/81 THENCE SOUTH ON HWY 81 .05 MILES. THENCE
 NM1223'WEST ON MONROE AVE .25 MILES, THENCE NORTH .23 MILES TO CHICAGO AND
 NM1223'NORTHWESTERN RAILROAD, THENCE WEST ABOUT 780 FEET TO MARK WHICH IS
 NM1223'42.5 FEET NORTH OF THE CENTERLINE OF CNW TRACK.
 NM1223'MARK IS 8.6 FEET SOUTH OF EAST WEST CHAIN LINK FENCE AND 116.4 FEET
 NM1223'EAST OF NGS STONE MONUMENT N-1. MARK IS FLUSH WITH THE GROUND AND WAS
 NM1223'FOUND BY ALLEN PETERS AND GENE THOMSEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1130 ***********************************************************************
 MK1130  DESIGNATION -  H 213
 MK1130  PID         -  MK1130
 MK1130  STATE/COUNTY-  NE/PLATTE
 MK1130  COUNTRY     -  US
 MK1130  USGS QUAD   -  HUMPHREY (2017)
 MK1130
 MK1130                         *CURRENT SURVEY CONTROL
 MK1130  ______________________________________________________________________
 MK1130* NAD 83(1986) POSITION- 41 42 57.     (N) 097 29 07.     (W)   SCALED
 MK1130* NAVD 88 ORTHO HEIGHT -   498.132 (meters)     1634.29  (feet) ADJUSTED
 MK1130  ______________________________________________________________________
 MK1130  GEOID HEIGHT    -        -24.800 (meters)                     GEOID18
 MK1130  DYNAMIC HEIGHT  -        497.919 (meters)     1633.59  (feet) COMP
 MK1130  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 MK1130
 MK1130  VERT ORDER      -  FIRST     CLASS II
 MK1130
 MK1130.The horizontal coordinates were scaled from a map and have
 MK1130.an estimated accuracy of +/- 6 seconds.
 MK1130
 MK1130.The orthometric height was determined by differential leveling and
 MK1130.adjusted by the NATIONAL GEODETIC SURVEY
 MK1130.in June 1991.
 MK1130
 MK1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1130.GEOID18 height accuracy estimate available here.
 MK1130
 MK1130.Click photographs - Photos may exist for this station.
 MK1130
 MK1130.The dynamic height is computed by dividing the NAVD 88
 MK1130.geopotential number by the normal gravity value computed on the
 MK1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1130.degrees latitude (g = 980.6199 gals.).
 MK1130
 MK1130.The modeled gravity was interpolated from observed gravity values.
 MK1130
 MK1130;                    North         East    Units  Estimated Accuracy
 MK1130;SPC NE       -   212,050.      709,170.      MT  (+/- 180 meters Scaled)
 MK1130
 MK1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM260193(NAD 83)
 MK1130
 MK1130                          SUPERSEDED SURVEY CONTROL
 MK1130
 MK1130  NGVD 29 (??/??/92)  497.941  (m)         1633.66   (f) ADJ UNCH    1 2
 MK1130
 MK1130.Superseded values are not recommended for survey control.
 MK1130
 MK1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1130.See file dsdata.pdf to determine how the superseded data were derived.
 MK1130
 MK1130_MARKER: DB = BENCH MARK DISK
 MK1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1130_STAMPING: H 213 1940
 MK1130_MARK LOGO: CGS
 MK1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1130+STABILITY: SURFACE MOTION
 MK1130
 MK1130  HISTORY     - Date     Condition        Report By
 MK1130  HISTORY     - 1940     MONUMENTED       CGS
 MK1130
 MK1130                          STATION DESCRIPTION
 MK1130
 MK1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1130'1.6 MI N FROM HUMPHREY.
 MK1130'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 350
 MK1130'FEET NORTH OF CENTER OF INTERSECTION OF PRIVATE ROAD AND TRACK,
 MK1130'48.5 FEET EAST OF CENTERLINE OF TRACK, 3.0 FEET NORTH OF 4 X 4
 MK1130'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET WEST OF
 MK1130'RIGHT-OF-WAY FENCE, AT SOUTH END OF SMALL CUT.  MONUMENT PROJECTS
 MK1130'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1124 ***********************************************************************
 MK1124  DESIGNATION -  H 214
 MK1124  PID         -  MK1124
 MK1124  STATE/COUNTY-  NE/PLATTE
 MK1124  COUNTRY     -  US
 MK1124  USGS QUAD   -  HUMPHREY (2017)
 MK1124
 MK1124                         *CURRENT SURVEY CONTROL
 MK1124  ______________________________________________________________________
 MK1124* NAD 83(1986) POSITION- 41 39 51.     (N) 097 29 29.     (W)   SCALED
 MK1124* NAVD 88 ORTHO HEIGHT -   509.380 (meters)     1671.19  (feet) ADJUSTED
 MK1124  ______________________________________________________________________
 MK1124  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 MK1124  DYNAMIC HEIGHT  -        509.158 (meters)     1670.46  (feet) COMP
 MK1124  MODELED GRAVITY -    980,170.7   (mgal)                       NAVD 88
 MK1124
 MK1124  VERT ORDER      -  FIRST     CLASS II
 MK1124
 MK1124.The horizontal coordinates were scaled from a map and have
 MK1124.an estimated accuracy of +/- 6 seconds.
 MK1124
 MK1124.The orthometric height was determined by differential leveling and
 MK1124.adjusted by the NATIONAL GEODETIC SURVEY
 MK1124.in June 1991.
 MK1124
 MK1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1124.GEOID18 height accuracy estimate available here.
 MK1124
 MK1124.Click photographs - Photos may exist for this station.
 MK1124
 MK1124.The dynamic height is computed by dividing the NAVD 88
 MK1124.geopotential number by the normal gravity value computed on the
 MK1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1124.degrees latitude (g = 980.6199 gals.).
 MK1124
 MK1124.The modeled gravity was interpolated from observed gravity values.
 MK1124
 MK1124;                    North         East    Units  Estimated Accuracy
 MK1124;SPC NE       -   206,300.      708,830.      MT  (+/- 180 meters Scaled)
 MK1124
 MK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM255135(NAD 83)
 MK1124
 MK1124                          SUPERSEDED SURVEY CONTROL
 MK1124
 MK1124  NGVD 29 (??/??/92)  509.184  (m)         1670.55   (f) ADJ UNCH    1 2
 MK1124
 MK1124.Superseded values are not recommended for survey control.
 MK1124
 MK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1124.See file dsdata.pdf to determine how the superseded data were derived.
 MK1124
 MK1124_MARKER: DB = BENCH MARK DISK
 MK1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1124_STAMPING: H 214 1940
 MK1124_MARK LOGO: CGS
 MK1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1124+STABILITY: SURFACE MOTION
 MK1124
 MK1124  HISTORY     - Date     Condition        Report By
 MK1124  HISTORY     - 1940     MONUMENTED       CGS
 MK1124
 MK1124                          STATION DESCRIPTION
 MK1124
 MK1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1124'2.6 MI S FROM HUMPHREY.
 MK1124'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 152
 MK1124'FEET NORTH OF THE ONE HALF SECTION EAST-WEST FENCE, 40.5 FEET
 MK1124'EAST OF THE CENTERLINE OF TRACK, 9.5 FEET WEST OF RIGHT-OF-WAY
 MK1124'FENCE, 4.0 FEET SOUTH OF TELEPHONE POLE, 3.0 FEET EAST OF 4 X 4
 MK1124'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, AT THE NORTH END OF
 MK1124'SMALL RAILROAD CUT.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0534 ***********************************************************************
 LF0534  DESIGNATION -  H 215
 LF0534  PID         -  LF0534
 LF0534  STATE/COUNTY-  NE/RICHARDSON
 LF0534  COUNTRY     -  US
 LF0534  USGS QUAD   -  SALEM (2017)
 LF0534
 LF0534                         *CURRENT SURVEY CONTROL
 LF0534  ______________________________________________________________________
 LF0534* NAD 83(1986) POSITION- 40 03 32.     (N) 095 39 09.     (W)   SCALED
 LF0534* NAVD 88 ORTHO HEIGHT -   273.518 (meters)      897.37  (feet) ADJUSTED
 LF0534  ______________________________________________________________________
 LF0534  GEOID HEIGHT    -        -30.374 (meters)                     GEOID18
 LF0534  DYNAMIC HEIGHT  -        273.365 (meters)      896.87  (feet) COMP
 LF0534  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 LF0534
 LF0534  VERT ORDER      -  SECOND    CLASS 0
 LF0534
 LF0534.The horizontal coordinates were scaled from a map and have
 LF0534.an estimated accuracy of +/- 6 seconds.
 LF0534
 LF0534.The orthometric height was determined by differential leveling and
 LF0534.adjusted by the NATIONAL GEODETIC SURVEY
 LF0534.in June 1991.
 LF0534
 LF0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0534.GEOID18 height accuracy estimate available here.
 LF0534
 LF0534.Click photographs - Photos may exist for this station.
 LF0534
 LF0534.The dynamic height is computed by dividing the NAVD 88
 LF0534.geopotential number by the normal gravity value computed on the
 LF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0534.degrees latitude (g = 980.6199 gals.).
 LF0534
 LF0534.The modeled gravity was interpolated from observed gravity values.
 LF0534
 LF0534;                    North         East    Units  Estimated Accuracy
 LF0534;SPC NE       -    34,370.      870,770.      MT  (+/- 180 meters Scaled)
 LF0534
 LF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE737376(NAD 83)
 LF0534
 LF0534                          SUPERSEDED SURVEY CONTROL
 LF0534
 LF0534  NGVD 29 (??/??/92)  273.437  (m)          897.10   (f) ADJ UNCH    2 0
 LF0534
 LF0534.Superseded values are not recommended for survey control.
 LF0534
 LF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0534.See file dsdata.pdf to determine how the superseded data were derived.
 LF0534
 LF0534_MARKER: DB = BENCH MARK DISK
 LF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0534_STAMPING: H 215 1945
 LF0534_MARK LOGO: CGS
 LF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0534+STABILITY: SURFACE MOTION
 LF0534
 LF0534  HISTORY     - Date     Condition        Report By
 LF0534  HISTORY     - 1945     MONUMENTED       CGS
 LF0534
 LF0534                          STATION DESCRIPTION
 LF0534
 LF0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0534'2.7 MI W FROM FALLS CITY.
 LF0534'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0534'FROM THE STATION AT FALLS CITY, AT A ROAD CROSSING, 84.5 FEET
 LF0534'NORTH OF THE CENTERLINE OF THE TRACK, 45 FEET WEST OF THE
 LF0534'CENTERLINE OF THE ROAD, 14 FEET NORTHEAST OF A POLE, 2 FEET
 LF0534'SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LF0534'AND ABOUT 4 FEET LOWER THAN THE TRACK.  AN IRON BENCH MARK
 LF0534'DISK, STAMPED H 215 1945 AND SET IN THE TOP OF A CONCRETE POST
 LF0534'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0051 ***********************************************************************
 NN0051  DESIGNATION -  H 216
 NN0051  PID         -  NN0051
 NN0051  STATE/COUNTY-  NE/BOYD
 NN0051  COUNTRY     -  US
 NN0051  USGS QUAD   -  MONOWI (2017)
 NN0051
 NN0051                         *CURRENT SURVEY CONTROL
 NN0051  ______________________________________________________________________
 NN0051* NAD 83(1986) POSITION- 42 49 45.89   (N) 098 22 08.62   (W)   HD_HELD1
 NN0051* NAVD 88 ORTHO HEIGHT -   411.848 (meters)     1351.20  (feet) ADJUSTED
 NN0051  ______________________________________________________________________
 NN0051  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 NN0051  DYNAMIC HEIGHT  -        411.711 (meters)     1350.76  (feet) COMP
 NN0051  MODELED GRAVITY -    980,275.3   (mgal)                       NAVD 88
 NN0051
 NN0051  VERT ORDER      -  SECOND    CLASS 0
 NN0051
 NN0051.The horizontal coordinates were determined by differentially corrected
 NN0051.hand held GPS observations or other comparable positioning techniques
 NN0051.and have an estimated accuracy of +/- 3 meters.
 NN0051
 NN0051.The orthometric height was determined by differential leveling and
 NN0051.adjusted by the NATIONAL GEODETIC SURVEY
 NN0051.in June 1991.
 NN0051
 NN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0051.GEOID18 height accuracy estimate available here.
 NN0051
 NN0051.Click photographs - Photos may exist for this station.
 NN0051
 NN0051.The dynamic height is computed by dividing the NAVD 88
 NN0051.geopotential number by the normal gravity value computed on the
 NN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0051.degrees latitude (g = 980.6199 gals.).
 NN0051
 NN0051.The modeled gravity was interpolated from observed gravity values.
 NN0051
 NN0051;                    North         East    Units  Estimated Accuracy
 NN0051;SPC NE       -   333,929.0     633,337.9     MT  (+/- 3 meters HH1 GPS) 
 NN0051
 NN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5156842064(NAD 83)
 NN0051
 NN0051                          SUPERSEDED SURVEY CONTROL
 NN0051
 NN0051  NGVD 29 (??/??/92)  411.582  (m)         1350.33   (f) ADJ UNCH    2 0
 NN0051
 NN0051.Superseded values are not recommended for survey control.
 NN0051
 NN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0051.See file dsdata.pdf to determine how the superseded data were derived.
 NN0051
 NN0051_MARKER: DB = BENCH MARK DISK
 NN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0051_STAMPING: H 216 1946
 NN0051_MARK LOGO: CGS
 NN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0051+STABILITY: SURFACE MOTION
 NN0051
 NN0051  HISTORY     - Date     Condition        Report By
 NN0051  HISTORY     - 1946     MONUMENTED       CGS
 NN0051
 NN0051                          STATION DESCRIPTION
 NN0051
 NN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0051'2 MI W FROM MONOWI.
 NN0051'ABOUT 2.0 MILES WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NN0051'FROM THE STATION AT MONOWI, AT A ROAD CROSSING ABOUT 6 POLES
 NN0051'WEST OF MILE POST 83, 48.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 NN0051'HIGHER THAN THE CENTER LINE OF THE TRACK, 40.0 FEET WEST OF THE
 NN0051'CENTER LINE OF THE ROAD, 5.5 FEET SOUTHWEST OF A FENCE CORNER,
 NN0051'1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN
 NN0051'MARKER POST.  A BRONZE DISK STAMPED H 216 1946 SET IN THE TOP
 NN0051'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0767 ***********************************************************************
 LF0767  DESIGNATION -  H 216
 LF0767  PID         -  LF0767
 LF0767  STATE/COUNTY-  NE/RICHARDSON
 LF0767  COUNTRY     -  US
 LF0767  USGS QUAD   -  DAWSON (2017)
 LF0767
 LF0767                         *CURRENT SURVEY CONTROL
 LF0767  ______________________________________________________________________
 LF0767* NAD 83(1986) POSITION- 40 08 44.     (N) 095 48 11.     (W)   SCALED
 LF0767* NAVD 88 ORTHO HEIGHT -   336.143 (meters)     1102.83  (feet) ADJUSTED
 LF0767  ______________________________________________________________________
 LF0767  GEOID HEIGHT    -        -29.935 (meters)                     GEOID18
 LF0767  DYNAMIC HEIGHT  -        335.954 (meters)     1102.21  (feet) COMP
 LF0767  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 LF0767
 LF0767  VERT ORDER      -  SECOND    CLASS 0
 LF0767
 LF0767.The horizontal coordinates were scaled from a map and have
 LF0767.an estimated accuracy of +/- 6 seconds.
 LF0767
 LF0767.The orthometric height was determined by differential leveling and
 LF0767.adjusted by the NATIONAL GEODETIC SURVEY
 LF0767.in June 1991.
 LF0767
 LF0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0767.GEOID18 height accuracy estimate available here.
 LF0767
 LF0767.Click photographs - Photos may exist for this station.
 LF0767
 LF0767.The dynamic height is computed by dividing the NAVD 88
 LF0767.geopotential number by the normal gravity value computed on the
 LF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0767.degrees latitude (g = 980.6199 gals.).
 LF0767
 LF0767.The modeled gravity was interpolated from observed gravity values.
 LF0767
 LF0767;                    North         East    Units  Estimated Accuracy
 LF0767;SPC NE       -    43,350.      857,470.      MT  (+/- 180 meters Scaled)
 LF0767
 LF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE612476(NAD 83)
 LF0767
 LF0767                          SUPERSEDED SURVEY CONTROL
 LF0767
 LF0767  NGVD 29 (??/??/92)  336.056  (m)         1102.54   (f) ADJ UNCH    2 0
 LF0767
 LF0767.Superseded values are not recommended for survey control.
 LF0767
 LF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0767.See file dsdata.pdf to determine how the superseded data were derived.
 LF0767
 LF0767_MARKER: DB = BENCH MARK DISK
 LF0767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0767_SP_SET: CULVERT HEADWALL
 LF0767_STAMPING: H 216 1945
 LF0767_MARK LOGO: CGS
 LF0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0767+STABILITY: SURFACE MOTION
 LF0767
 LF0767  HISTORY     - Date     Condition        Report By
 LF0767  HISTORY     - 1945     MONUMENTED       CGS
 LF0767  HISTORY     - 1981     GOOD             LOCSUR
 LF0767
 LF0767                          STATION DESCRIPTION
 LF0767
 LF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0767'3.3 MI NE FROM DAWSON.
 LF0767'3.3 MILES NORTHEAST OF DAWSON, RICHARDSON COUNTY.  THIS BENCH
 LF0767'MARK MAY BE REACHED FROM THE STATION BY GOING 1.1 MILES SOUTHEAST
 LF0767'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TO BRIDGE
 LF0767'32.24, THENCE 0.2 MILE NORTH THROUGH A BARNYARD TO A DIRT ROAD,
 LF0767'THENCE 0.1 MILE EAST, 0.7 MILE NORTH, 0.2 MILE EAST, AND 1.0
 LF0767'MILE NORTH ALONG THE DIRT ROAD.  IT IS AT THE INTERSECTION
 LF0767'OF STATE HIGHWAY 73, 51 FEET EAST OF POLE 3917, 34 FEET NORTH
 LF0767'OF THE CENTERLINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTERLINE
 LF0767'OF THE DIRT ROAD, AT A CONCRETE CULVERT UNDER THE HIGHWAY,
 LF0767'IN THE TOP OF THE NORTH HEADWALL, AND ABOUT 3 FEET LOWER THAN
 LF0767'THE HIGHWAY.  AN IRON BENCH-MARK DISK, STAMPED H 216 1945.
 LF0767
 LF0767                          STATION RECOVERY (1981)
 LF0767
 LF0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0768 ***********************************************************************
 LF0768  DESIGNATION -  H 216 RESET
 LF0768  PID         -  LF0768
 LF0768  STATE/COUNTY-  NE/RICHARDSON
 LF0768  COUNTRY     -  US
 LF0768  USGS QUAD   -  DAWSON (2017)
 LF0768
 LF0768                         *CURRENT SURVEY CONTROL
 LF0768  ______________________________________________________________________
 LF0768* NAD 83(1986) POSITION- 40 08 45.     (N) 095 48 10.     (W)   SCALED
 LF0768* NAVD 88 ORTHO HEIGHT -   336.41  (+/-2cm)     1103.7   (feet) VERTCON
 LF0768  ______________________________________________________________________
 LF0768  GEOID HEIGHT    -        -29.935 (meters)                     GEOID18
 LF0768  VERT ORDER      -  THIRD (See Below)
 LF0768
 LF0768.The horizontal coordinates were scaled from a map and have
 LF0768.an estimated accuracy of +/- 6 seconds.
 LF0768
 LF0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0768
 LF0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0768.GEOID18 height accuracy estimate available here.
 LF0768
 LF0768.The vertical order pertains to the NGVD 29 superseded value.
 LF0768
 LF0768.Click photographs - Photos may exist for this station.
 LF0768
 LF0768;                    North         East    Units  Estimated Accuracy
 LF0768;SPC NE       -    43,380.      857,490.      MT  (+/- 180 meters Scaled)
 LF0768
 LF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE612477(NAD 83)
 LF0768
 LF0768                          SUPERSEDED SURVEY CONTROL
 LF0768
 LF0768  NGVD 29 (01/31/13)  336.32   (m)         1103.4    (f) RESET       3  
 LF0768
 LF0768.Superseded values are not recommended for survey control.
 LF0768
 LF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0768.See file dsdata.pdf to determine how the superseded data were derived.
 LF0768
 LF0768_MARKER: DV = VERTICAL CONTROL DISK
 LF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0768_STAMPING: H 216 RESET 1975
 LF0768_MARK LOGO: NGS
 LF0768_PROJECTION: FLUSH
 LF0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0768+STABILITY: SURFACE MOTION
 LF0768
 LF0768  HISTORY     - Date     Condition        Report By
 LF0768  HISTORY     - 1975     MONUMENTED       NGS
 LF0768
 LF0768                          STATION DESCRIPTION
 LF0768
 LF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0768'3.3 MI NE FROM DAWSON.
 LF0768'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 LF0768'75 AND 73, ABOUT 1.0 MILE NORTH OF DAWSON, GO EAST ON HIGHWAY
 LF0768'73 FOR 1.5 MILES TO A CROSSROAD AND THE BENCH MARK ON THE LEFT,
 LF0768'IN THE NORTHWEST ANGLE OF THE INTERSECTION, 99.2 FEET NORTH OF
 LF0768'THE CENTER OF HIGHWAY 73, 73 FEET WEST OF A TELEPHONE JUNCTION
 LF0768'BOX, 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 6 INCHES
 LF0768'SOUTH OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH
 LF0768'MARK, STAMPED H 216 RESET 1975 AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0183 ***********************************************************************
 NN0183  DESIGNATION -  H 217
 NN0183  PID         -  NN0183
 NN0183  STATE/COUNTY-  NE/HOLT
 NN0183  COUNTRY     -  US
 NN0183  USGS QUAD   -  INMAN (2017)
 NN0183
 NN0183                         *CURRENT SURVEY CONTROL
 NN0183  ______________________________________________________________________
 NN0183* NAD 83(1986) POSITION- 42 23 37.80   (N) 098 30 46.33   (W)   HD_HELD1
 NN0183* NAVD 88 ORTHO HEIGHT -   584.462 (meters)     1917.52  (feet) ADJUSTED
 NN0183  ______________________________________________________________________
 NN0183  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 NN0183  DYNAMIC HEIGHT  -        584.239 (meters)     1916.79  (feet) COMP
 NN0183  MODELED GRAVITY -    980,220.1   (mgal)                       NAVD 88
 NN0183
 NN0183  VERT ORDER      -  FIRST     CLASS II
 NN0183
 NN0183.The horizontal coordinates were determined by differentially corrected
 NN0183.hand held GPS observations or other comparable positioning techniques
 NN0183.and have an estimated accuracy of +/- 3 meters.
 NN0183
 NN0183.The orthometric height was determined by differential leveling and
 NN0183.adjusted by the NATIONAL GEODETIC SURVEY
 NN0183.in June 1991.
 NN0183
 NN0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0183.GEOID18 height accuracy estimate available here.
 NN0183
 NN0183.Click photographs - Photos may exist for this station.
 NN0183
 NN0183.The dynamic height is computed by dividing the NAVD 88
 NN0183.geopotential number by the normal gravity value computed on the
 NN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0183.degrees latitude (g = 980.6199 gals.).
 NN0183
 NN0183.The modeled gravity was interpolated from observed gravity values.
 NN0183
 NN0183;                    North         East    Units  Estimated Accuracy
 NN0183;SPC NE       -   285,345.0     622,414.1     MT  (+/- 3 meters HH1 GPS) 
 NN0183
 NN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4009393619(NAD 83)
 NN0183
 NN0183                          SUPERSEDED SURVEY CONTROL
 NN0183
 NN0183  NGVD 29 (??/??/92)  584.265  (m)         1916.88   (f) ADJ UNCH    1 2
 NN0183
 NN0183.Superseded values are not recommended for survey control.
 NN0183
 NN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0183.See file dsdata.pdf to determine how the superseded data were derived.
 NN0183
 NN0183_MARKER: DB = BENCH MARK DISK
 NN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0183_STAMPING: H 217 1946
 NN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0183+STABILITY: SURFACE MOTION
 NN0183
 NN0183  HISTORY     - Date     Condition        Report By
 NN0183  HISTORY     - 1946     MONUMENTED       CGS
 NN0183  HISTORY     - 1985     GOOD             NEDR
 NN0183
 NN0183                          STATION DESCRIPTION
 NN0183
 NN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0183'5.6 MI S FROM PAGE.
 NN0183'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0183'AT PAGE, HOLT COUNTY, THENCE 5.0 MILES WEST ALONG A GRADED DIRT
 NN0183'ROAD, 0.1 MILE WEST OF THE SOUTH END OF A NORTH-AND-SOUTH JOG
 NN0183'IN THE ROAD, 116 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 NN0183'WOODEN BRIDGE, 157 FEET NORTHWEST ACROSS THE ROAD FROM A LARGE
 NN0183'COTTONWOOD TREE, 92 FEET EAST OF A POWER-TRANSMISSION LINE POLE,
 NN0183'34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A
 NN0183'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 NN0183'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED H 217 1946
 NN0183'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0183'GROUND.
 NN0183
 NN0183                          STATION RECOVERY (1985)
 NN0183
 NN0183'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 NN0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0289 ***********************************************************************
 NN0289  DESIGNATION -  H 218
 NN0289  PID         -  NN0289
 NN0289  STATE/COUNTY-  NE/BOYD
 NN0289  COUNTRY     -  US
 NN0289  USGS QUAD   -  BUTTE NW (2017)
 NN0289
 NN0289                         *CURRENT SURVEY CONTROL
 NN0289  ______________________________________________________________________
 NN0289* NAD 83(1986) POSITION- 42 59 02.71   (N) 098 52 48.92   (W)   HD_HELD1
 NN0289* NAVD 88 ORTHO HEIGHT -   572.557 (meters)     1878.46  (feet) ADJUSTED
 NN0289  ______________________________________________________________________
 NN0289  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 NN0289  DYNAMIC HEIGHT  -        572.345 (meters)     1877.77  (feet) COMP
 NN0289  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 NN0289
 NN0289  VERT ORDER      -  SECOND    CLASS 0
 NN0289
 NN0289.The horizontal coordinates were determined by differentially corrected
 NN0289.hand held GPS observations or other comparable positioning techniques
 NN0289.and have an estimated accuracy of +/- 3 meters.
 NN0289
 NN0289.The orthometric height was determined by differential leveling and
 NN0289.adjusted by the NATIONAL GEODETIC SURVEY
 NN0289.in June 1991.
 NN0289
 NN0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0289.GEOID18 height accuracy estimate available here.
 NN0289
 NN0289.Click photographs - Photos may exist for this station.
 NN0289
 NN0289.The dynamic height is computed by dividing the NAVD 88
 NN0289.geopotential number by the normal gravity value computed on the
 NN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0289.degrees latitude (g = 980.6199 gals.).
 NN0289
 NN0289.The modeled gravity was interpolated from observed gravity values.
 NN0289
 NN0289;                    North         East    Units  Estimated Accuracy
 NN0289;SPC NE       -   350,444.7     591,325.4     MT  (+/- 3 meters HH1 GPS) 
 NN0289
 NN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0976259054(NAD 83)
 NN0289
 NN0289                          SUPERSEDED SURVEY CONTROL
 NN0289
 NN0289  NGVD 29 (??/??/92)  572.245  (m)         1877.44   (f) ADJ UNCH    2 0
 NN0289
 NN0289.Superseded values are not recommended for survey control.
 NN0289
 NN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0289.See file dsdata.pdf to determine how the superseded data were derived.
 NN0289
 NN0289_MARKER: DB = BENCH MARK DISK
 NN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0289_STAMPING: H 218 1946
 NN0289_MARK LOGO: CGS
 NN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0289+STABILITY: SURFACE MOTION
 NN0289
 NN0289  HISTORY     - Date     Condition        Report By
 NN0289  HISTORY     - 1946     MONUMENTED       CGS
 NN0289
 NN0289                          STATION DESCRIPTION
 NN0289
 NN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0289'2.8 MI S FROM FAIRFAX.
 NN0289'IN BOYD COUNTY, NEBRASKA, 2.8 MILES SOUTH OF FAIRFAX, GREGORY
 NN0289'COUNTY, SOUTH DAKOTA.  THIS BENCH MARK MAY BE REACHED
 NN0289'FROM THE HIGH SCHOOL AT FAIRFAX BY GOING 0.1 MILE SOUTH ALONG
 NN0289'A GRAVEL ROAD, THENCE 2.7 MILES SOUTH ALONG U.S. HIGHWAY 281.
 NN0289'IT IS 150 YARDS EAST OF A FARMHOUSE, 107 FEET NORTH-NORTHEAST
 NN0289'OF THE EAST END OF A CORRUGATED-IRON CULVERT, 41 FEET EAST OF
 NN0289'THE CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A NORTH-AND-SOUTH
 NN0289'FENCE, 1 FOOT SOUTH OF AN EAST-AND-WEST FENCE, 1 FOOT WEST
 NN0289'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 NN0289'THE HIGHWAY.  A STANDARD DISK, STAMPED H 218 1946 AND SET
 NN0289'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0331 ***********************************************************************
 NN0331  DESIGNATION -  H 219
 NN0331  PID         -  NN0331
 NN0331  STATE/COUNTY-  NE/HOLT
 NN0331  COUNTRY     -  US
 NN0331  USGS QUAD   -  ATKINSON (2017)
 NN0331
 NN0331                         *CURRENT SURVEY CONTROL
 NN0331  ______________________________________________________________________
 NN0331* NAD 83(1986) POSITION- 42 30 58.     (N) 098 59 27.     (W)   SCALED
 NN0331* NAVD 88 ORTHO HEIGHT -   638.285 (meters)     2094.11  (feet) ADJUSTED
 NN0331  ______________________________________________________________________
 NN0331  GEOID HEIGHT    -        -24.052 (meters)                     GEOID18
 NN0331  DYNAMIC HEIGHT  -        638.031 (meters)     2093.27  (feet) COMP
 NN0331  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 NN0331
 NN0331  VERT ORDER      -  FIRST     CLASS II
 NN0331
 NN0331.This mark is at Stuart-Atkinson Mun Airport (8V2)
 NN0331
 NN0331.The horizontal coordinates were scaled from a map and have
 NN0331.an estimated accuracy of +/- 6 seconds.
 NN0331
 NN0331.The orthometric height was determined by differential leveling and
 NN0331.adjusted by the NATIONAL GEODETIC SURVEY
 NN0331.in June 1991.
 NN0331
 NN0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0331.GEOID18 height accuracy estimate available here.
 NN0331
 NN0331.Click photographs - Photos may exist for this station.
 NN0331
 NN0331.The dynamic height is computed by dividing the NAVD 88
 NN0331.geopotential number by the normal gravity value computed on the
 NN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0331.degrees latitude (g = 980.6199 gals.).
 NN0331
 NN0331.The modeled gravity was interpolated from observed gravity values.
 NN0331
 NN0331;                    North         East    Units  Estimated Accuracy
 NN0331;SPC NE       -   298,360.      582,910.      MT  (+/- 180 meters Scaled)
 NN0331
 NN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN007070(NAD 83)
 NN0331
 NN0331                          SUPERSEDED SURVEY CONTROL
 NN0331
 NN0331  NGVD 29 (??/??/92)  638.057  (m)         2093.36   (f) ADJ UNCH    1 2
 NN0331
 NN0331.Superseded values are not recommended for survey control.
 NN0331
 NN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0331.See file dsdata.pdf to determine how the superseded data were derived.
 NN0331
 NN0331_MARKER: DB = BENCH MARK DISK
 NN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0331_STAMPING: H 219 1946
 NN0331_MARK LOGO: CGS
 NN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0331+STABILITY: SURFACE MOTION
 NN0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0331+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 NN0331
 NN0331  HISTORY     - Date     Condition        Report By
 NN0331  HISTORY     - 1946     MONUMENTED       CGS
 NN0331  HISTORY     - 1982     GOOD             LOCSUR
 NN0331  HISTORY     - 20100809 GOOD             JEOCON
 NN0331
 NN0331                          STATION DESCRIPTION
 NN0331
 NN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0331'0.8 MI W FROM ATKINSON.
 NN0331'0.8 MILE WEST, THENCE 0.9 MILE SOUTH ALONG GRAVEL ROADS FROM A
 NN0331'POINT TWO BLOCKS SOUTH OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0331'STATION AT ATKINSON, HOLT COUNTY, AT ATKINSON AIRPORT, AT THE
 NN0331'SOUTHEAST CORNER OF THE LANDING FIELD, AT THE JUNCTION OF A FARM
 NN0331'ROAD LEADING WEST, 38 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 NN0331'ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 1 FOOT
 NN0331'SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 NN0331'GRAVEL ROAD.  A STANDARD DISK, STAMPED H 219 1946 AND SET IN THE
 NN0331'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0331
 NN0331                          STATION RECOVERY (1982)
 NN0331
 NN0331'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0331'RECOVERED IN GOOD CONDITION.
 NN0331
 NN0331                          STATION RECOVERY (2010)
 NN0331
 NN0331'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0196 ***********************************************************************
 MM0196  DESIGNATION -  H 22
 MM0196  PID         -  MM0196
 MM0196  STATE/COUNTY-  NE/HOOKER
 MM0196  COUNTRY     -  US
 MM0196  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0196
 MM0196                         *CURRENT SURVEY CONTROL
 MM0196  ______________________________________________________________________
 MM0196* NAD 83(1986) POSITION- 41 47 35.     (N) 101 01 30.     (W)   SCALED
 MM0196* NAVD 88 ORTHO HEIGHT -  1010.601 (meters)     3315.61  (feet) ADJUSTED
 MM0196  ______________________________________________________________________
 MM0196  GEOID HEIGHT    -        -20.917 (meters)                     GEOID18
 MM0196  DYNAMIC HEIGHT  -       1010.038 (meters)     3313.77  (feet) COMP
 MM0196  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 MM0196
 MM0196  VERT ORDER      -  FIRST     CLASS II
 MM0196
 MM0196.The horizontal coordinates were scaled from a map and have
 MM0196.an estimated accuracy of +/- 6 seconds.
 MM0196
 MM0196.The orthometric height was determined by differential leveling and
 MM0196.adjusted by the NATIONAL GEODETIC SURVEY
 MM0196.in June 1991.
 MM0196
 MM0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0196.GEOID18 height accuracy estimate available here.
 MM0196
 MM0196.Click photographs - Photos may exist for this station.
 MM0196
 MM0196.The dynamic height is computed by dividing the NAVD 88
 MM0196.geopotential number by the normal gravity value computed on the
 MM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0196.degrees latitude (g = 980.6199 gals.).
 MM0196
 MM0196.The modeled gravity was interpolated from observed gravity values.
 MM0196
 MM0196;                    North         East    Units  Estimated Accuracy
 MM0196;SPC NE       -   218,090.      414,830.      MT  (+/- 180 meters Scaled)
 MM0196
 MM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317287(NAD 83)
 MM0196
 MM0196                          SUPERSEDED SURVEY CONTROL
 MM0196
 MM0196  NGVD 29 (??/??/92) 1010.249  (m)         3314.46   (f) ADJ UNCH    1 2
 MM0196
 MM0196.Superseded values are not recommended for survey control.
 MM0196
 MM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0196.See file dsdata.pdf to determine how the superseded data were derived.
 MM0196
 MM0196_MARKER: DB = BENCH MARK DISK
 MM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0196_STAMPING: 3314.459 H 22 1933
 MM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0196+STABILITY: SURFACE MOTION
 MM0196
 MM0196  HISTORY     - Date     Condition        Report By
 MM0196  HISTORY     - 1933     MONUMENTED       CGS
 MM0196  HISTORY     - 1947     GOOD             CGS
 MM0196  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0196
 MM0196                          STATION DESCRIPTION
 MM0196
 MM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0196'18.8 MI N FROM TRYON.
 MM0196'IN HOOKER COUNTY, 18.8 MILES NORTH ALONG THE 1948 ROUTE OF U.S.
 MM0196'HIGHWAY 83 FROM TRYON, MC PHERSON COUNTY, 18.8 MILES SOUTH OF
 MM0196'MULLEN, HOOKER COUNTY, MIDWAY BETWEEN THE TWO TOWNS, 4.4 MILES
 MM0196'SOUTH OF THE BRIDGE OVER DISMAL RIVER, 0.8 MILE SOUTH OF SHIMMINS
 MM0196'SCHOOL, AT A CURVE TO THE EAST, 75 FEET SOUTHWEST OF THE OLD
 MM0196'HIGHWAY, AND 30 FEET SOUTHEAST OF A DIM ROAD LEADING SOUTHWEST.
 MM0196'A STANDARD DISK, STAMPED 3314.459 H 22 1933 AND SET IN THE TOP
 MM0196'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0196
 MM0196                          STATION RECOVERY (1947)
 MM0196
 MM0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MM0196'RECOVERED IN GOOD CONDITION.
 MM0196
 MM0196                          STATION RECOVERY (1984)
 MM0196
 MM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0374 ***********************************************************************
 NN0374  DESIGNATION -  H 220
 NN0374  PID         -  NN0374
 NN0374  STATE/COUNTY-  NE/ROCK
 NN0374  COUNTRY     -  US
 NN0374  USGS QUAD   -  NEWPORT SW (2017)
 NN0374
 NN0374                         *CURRENT SURVEY CONTROL
 NN0374  ______________________________________________________________________
 NN0374* NAD 83(1986) POSITION- 42 36 04.     (N) 099 26 27.     (W)   SCALED
 NN0374* NAVD 88 ORTHO HEIGHT -   693.691 (meters)     2275.88  (feet) ADJUSTED
 NN0374  ______________________________________________________________________
 NN0374  GEOID HEIGHT    -        -23.479 (meters)                     GEOID18
 NN0374  DYNAMIC HEIGHT  -        693.414 (meters)     2274.98  (feet) COMP
 NN0374  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 NN0374
 NN0374  VERT ORDER      -  FIRST     CLASS II
 NN0374
 NN0374.The horizontal coordinates were scaled from a map and have
 NN0374.an estimated accuracy of +/- 6 seconds.
 NN0374
 NN0374.The orthometric height was determined by differential leveling and
 NN0374.adjusted by the NATIONAL GEODETIC SURVEY
 NN0374.in June 1991.
 NN0374
 NN0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0374.GEOID18 height accuracy estimate available here.
 NN0374
 NN0374.Click photographs - Photos may exist for this station.
 NN0374
 NN0374.The dynamic height is computed by dividing the NAVD 88
 NN0374.geopotential number by the normal gravity value computed on the
 NN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0374.degrees latitude (g = 980.6199 gals.).
 NN0374
 NN0374.The modeled gravity was interpolated from observed gravity values.
 NN0374
 NN0374;                    North         East    Units  Estimated Accuracy
 NN0374;SPC NE       -   307,460.      545,880.      MT  (+/- 180 meters Scaled)
 NN0374
 NN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN638166(NAD 83)
 NN0374
 NN0374                          SUPERSEDED SURVEY CONTROL
 NN0374
 NN0374  NGVD 29 (??/??/92)  693.450  (m)         2275.09   (f) ADJ UNCH    1 2
 NN0374
 NN0374.Superseded values are not recommended for survey control.
 NN0374
 NN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0374.See file dsdata.pdf to determine how the superseded data were derived.
 NN0374
 NN0374_MARKER: DB = BENCH MARK DISK
 NN0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0374_STAMPING: H 220 1946
 NN0374_MARK LOGO: CGS
 NN0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0374+STABILITY: SURFACE MOTION
 NN0374
 NN0374  HISTORY     - Date     Condition        Report By
 NN0374  HISTORY     - 1946     MONUMENTED       CGS
 NN0374  HISTORY     - 1982     GOOD             LOCSUR
 NN0374
 NN0374                          STATION DESCRIPTION
 NN0374
 NN0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0374'5 MI E FROM BASSETT.
 NN0374'5.0 MILES EAST ALONG THE CHICAGO AND NORTH RAILWAY FROM THE
 NN0374'STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING, 53 FEET
 NN0374'NORTHEAST OF THE CENTER OF THE CROSSING, 47 FEET NORTH OF THE
 NN0374'CENTERLINE OF THE TRACK, 11 FEET EAST OF THE EAST END OF A WIRE
 NN0374'GATE, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NN0374'WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.
 NN0374'A STANDARD DISK, STAMPED H 220 1946 AND SET IN THE TOP OF A
 NN0374'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0374
 NN0374                          STATION RECOVERY (1982)
 NN0374
 NN0374'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1247 ***********************************************************************
 NM1247  DESIGNATION -  H 221
 NM1247  PID         -  NM1247
 NM1247  STATE/COUNTY-  NE/PIERCE
 NM1247  COUNTRY     -  US
 NM1247  USGS QUAD   -  FOSTER (2017)
 NM1247
 NM1247                         *CURRENT SURVEY CONTROL
 NM1247  ______________________________________________________________________
 NM1247* NAD 83(1986) POSITION- 42 15 51.     (N) 097 39 03.     (W)   SCALED
 NM1247* NAVD 88 ORTHO HEIGHT -   497.644 (meters)     1632.69  (feet) ADJUSTED
 NM1247  ______________________________________________________________________
 NM1247  GEOID HEIGHT    -        -24.954 (meters)                     GEOID18
 NM1247  DYNAMIC HEIGHT  -        497.457 (meters)     1632.07  (feet) COMP
 NM1247  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 NM1247
 NM1247  VERT ORDER      -  FIRST     CLASS II
 NM1247
 NM1247.The horizontal coordinates were scaled from a map and have
 NM1247.an estimated accuracy of +/- 6 seconds.
 NM1247
 NM1247.The orthometric height was determined by differential leveling and
 NM1247.adjusted by the NATIONAL GEODETIC SURVEY
 NM1247.in June 1991.
 NM1247
 NM1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1247.GEOID18 height accuracy estimate available here.
 NM1247
 NM1247.Click photographs - Photos may exist for this station.
 NM1247
 NM1247.The dynamic height is computed by dividing the NAVD 88
 NM1247.geopotential number by the normal gravity value computed on the
 NM1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1247.degrees latitude (g = 980.6199 gals.).
 NM1247
 NM1247.The modeled gravity was interpolated from observed gravity values.
 NM1247
 NM1247;                    North         East    Units  Estimated Accuracy
 NM1247;SPC NE       -   272,530.      693,750.      MT  (+/- 180 meters Scaled)
 NM1247
 NM1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM112799(NAD 83)
 NM1247
 NM1247                          SUPERSEDED SURVEY CONTROL
 NM1247
 NM1247  NGVD 29 (??/??/92)  497.466  (m)         1632.10   (f) ADJ UNCH    1 2
 NM1247
 NM1247.Superseded values are not recommended for survey control.
 NM1247
 NM1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1247.See file dsdata.pdf to determine how the superseded data were derived.
 NM1247
 NM1247_MARKER: DB = BENCH MARK DISK
 NM1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1247_STAMPING: H 221 1946
 NM1247_MARK LOGO: CGS
 NM1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1247+STABILITY: SURFACE MOTION
 NM1247
 NM1247  HISTORY     - Date     Condition        Report By
 NM1247  HISTORY     - 1946     MONUMENTED       CGS
 NM1247  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1247
 NM1247                          STATION DESCRIPTION
 NM1247
 NM1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1247'0.9 MI SE FROM FOSTER.
 NM1247'ABOUT 0.9 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 13 FROM
 NM1247'THE CHICAGO AND NORTH WESTERN RAILROAD STATION AT FOSTER, AND AT
 NM1247'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 52 FEET SOUTHWEST OF
 NM1247'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 12 FEET
 NM1247'NORTHWEST OF THE CENTER LINE OF A FARM ENTRANCE, 1 FOOT NORTHEAST
 NM1247'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER
 NM1247'POST.  A BRONZE DISC STAMPED H 221 1946 AND SET IN THE TOP OF
 NM1247'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 NM1247
 NM1247                          STATION RECOVERY (1999)
 NM1247
 NM1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1247'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1248 ***********************************************************************
 NM1248  DESIGNATION -  H 221 RESET
 NM1248  PID         -  NM1248
 NM1248  STATE/COUNTY-  NE/PIERCE
 NM1248  COUNTRY     -  US
 NM1248  USGS QUAD   -  FOSTER (2017)
 NM1248
 NM1248                         *CURRENT SURVEY CONTROL
 NM1248  ______________________________________________________________________
 NM1248* NAD 83(1986) POSITION- 42 15 51.     (N) 097 39 03.     (W)   SCALED
 NM1248* NAVD 88 ORTHO HEIGHT -   497.60  (meters)     1632.5   (feet) RESET
 NM1248  ______________________________________________________________________
 NM1248  GEOID HEIGHT    -        -24.954 (meters)                     GEOID18
 NM1248  VERT ORDER      -  THIRD
 NM1248
 NM1248.The horizontal coordinates were scaled from a map and have
 NM1248.an estimated accuracy of +/- 6 seconds.
 NM1248
 NM1248.The orthometric height was computed from unverified reset data.
 NM1248
 NM1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1248.GEOID18 height accuracy estimate available here.
 NM1248
 NM1248.Click photographs - Photos may exist for this station.
 NM1248
 NM1248;                    North         East    Units  Estimated Accuracy
 NM1248;SPC NE       -   272,530.      693,750.      MT  (+/- 180 meters Scaled)
 NM1248
 NM1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM112799(NAD 83)
 NM1248
 NM1248                          SUPERSEDED SURVEY CONTROL
 NM1248
 NM1248  NGVD 29 (??/??/??)  497.42   (m)         1632.0    (f) RESET       3  
 NM1248
 NM1248.Superseded values are not recommended for survey control.
 NM1248
 NM1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1248.See file dsdata.pdf to determine how the superseded data were derived.
 NM1248
 NM1248_MARKER: DB = BENCH MARK DISK
 NM1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1248_STAMPING: H 221 1946 RESET 1959
 NM1248_MARK LOGO: CGS
 NM1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1248+STABILITY: SURFACE MOTION
 NM1248
 NM1248  HISTORY     - Date     Condition        Report By
 NM1248  HISTORY     - 1959     MONUMENTED       NEDR
 NM1248  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1248
 NM1248                          STATION DESCRIPTION
 NM1248
 NM1248'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1248'0.9 MI SE FROM FOSTER.
 NM1248'LOCATED IN THE NE 1/4, NW 1/4, SECTION 3, T 26 N, R 3 W, ABOUT
 NM1248'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1248'NORTHWESTERN RAILWAY STATION AT FOSTER, AT THE JUNCTION OF A
 NM1248'GRAVEL ROAD LEADING EAST, 92 FEET SOUTHWEST OF THE CENTERLINE
 NM1248'OF THE HIGHWAY, 75 FEET NORTHWEST OF THE CENTERLINE OF A TIMBER
 NM1248'BRIDGE FIELD ENTRANCE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 NM1248'POST, AND SET IN THE TOP OF A 9 IN BY 9 INCH BY 3.5 FEET CONCRETE
 NM1248'POST PROJECTED ABOUT 2 INCHES ABOVE THE GROUND.
 NM1248
 NM1248                          STATION RECOVERY (1999)
 NM1248
 NM1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0144 ***********************************************************************
 NN0144  DESIGNATION -  H 222
 NN0144  PID         -  NN0144
 NN0144  STATE/COUNTY-  NE/ANTELOPE
 NN0144  COUNTRY     -  US
 NN0144  USGS QUAD   -  ROYAL (2017)
 NN0144
 NN0144                         *CURRENT SURVEY CONTROL
 NN0144  ______________________________________________________________________
 NN0144* NAD 83(1986) POSITION- 42 20 08.     (N) 098 05 16.     (W)   SCALED
 NN0144* NAVD 88 ORTHO HEIGHT -   547.598 (meters)     1796.58  (feet) ADJUSTED
 NN0144  ______________________________________________________________________
 NN0144  GEOID HEIGHT    -        -24.980 (meters)                     GEOID18
 NN0144  DYNAMIC HEIGHT  -        547.380 (meters)     1795.86  (feet) COMP
 NN0144  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 NN0144
 NN0144  VERT ORDER      -  FIRST     CLASS II
 NN0144
 NN0144.The horizontal coordinates were scaled from a map and have
 NN0144.an estimated accuracy of +/- 6 seconds.
 NN0144
 NN0144.The orthometric height was determined by differential leveling and
 NN0144.adjusted by the NATIONAL GEODETIC SURVEY
 NN0144.in June 1991.
 NN0144
 NN0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0144.GEOID18 height accuracy estimate available here.
 NN0144
 NN0144.Click photographs - Photos may exist for this station.
 NN0144
 NN0144.The dynamic height is computed by dividing the NAVD 88
 NN0144.geopotential number by the normal gravity value computed on the
 NN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0144.degrees latitude (g = 980.6199 gals.).
 NN0144
 NN0144.The modeled gravity was interpolated from observed gravity values.
 NN0144
 NN0144;                    North         East    Units  Estimated Accuracy
 NN0144;SPC NE       -   279,560.      657,540.      MT  (+/- 180 meters Scaled)
 NN0144
 NN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM751874(NAD 83)
 NN0144
 NN0144                          SUPERSEDED SURVEY CONTROL
 NN0144
 NN0144  NGVD 29 (??/??/92)  547.397  (m)         1795.92   (f) ADJ UNCH    1 2
 NN0144
 NN0144.Superseded values are not recommended for survey control.
 NN0144
 NN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0144.See file dsdata.pdf to determine how the superseded data were derived.
 NN0144
 NN0144_MARKER: DB = BENCH MARK DISK
 NN0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0144_SP_SET: HEADWALL
 NN0144_STAMPING: H 222 1946
 NN0144_MARK LOGO: CGS
 NN0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0144+STABILITY: SURFACE MOTION
 NN0144
 NN0144  HISTORY     - Date     Condition        Report By
 NN0144  HISTORY     - 1946     MONUMENTED       CGS
 NN0144  HISTORY     - 19940815 GOOD             NEDR
 NN0144
 NN0144                          STATION DESCRIPTION
 NN0144
 NN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0144'1.8 MI E FROM ROYAL.
 NN0144'1.8 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0144'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0144'ROAD, 63 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 NN0144'18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A 6-BY 6-FOOT
 NN0144'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH
 NN0144'HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0144'H 222 1946.
 NN0144
 NN0144                          STATION RECOVERY (1994)
 NN0144
 NN0144'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7406 ***********************************************************************
 AA7406  DESIGNATION -  H 222 RESET
 AA7406  PID         -  AA7406
 AA7406  STATE/COUNTY-  NE/ANTELOPE
 AA7406  COUNTRY     -  US
 AA7406  USGS QUAD   -  ROYAL (2017)
 AA7406
 AA7406                         *CURRENT SURVEY CONTROL
 AA7406  ______________________________________________________________________
 AA7406* NAD 83(1986) POSITION- 42 20 08.     (N) 098 05 16.     (W)   SCALED
 AA7406* NAVD 88 ORTHO HEIGHT -   550.08  (+/-2cm)     1804.7   (feet) VERTCON
 AA7406  ______________________________________________________________________
 AA7406  GEOID HEIGHT    -        -24.980 (meters)                     GEOID18
 AA7406  VERT ORDER      -  THIRD (See Below)
 AA7406
 AA7406.The horizontal coordinates were scaled from a map and have
 AA7406.an estimated accuracy of +/- 6 seconds.
 AA7406
 AA7406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7406
 AA7406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7406.GEOID18 height accuracy estimate available here.
 AA7406
 AA7406.The vertical order pertains to the NGVD 29 superseded value.
 AA7406
 AA7406.Click photographs - Photos may exist for this station.
 AA7406
 AA7406;                    North         East    Units  Estimated Accuracy
 AA7406;SPC NE       -   279,560.      657,540.      MT  (+/- 180 meters Scaled)
 AA7406
 AA7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM751874(NAD 83)
 AA7406
 AA7406                          SUPERSEDED SURVEY CONTROL
 AA7406
 AA7406  NGVD 29 (01/31/13)  549.88   (m)         1804.1    (f) RESET       3  
 AA7406
 AA7406.Superseded values are not recommended for survey control.
 AA7406
 AA7406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7406.See file dsdata.pdf to determine how the superseded data were derived.
 AA7406
 AA7406_MARKER: DV = VERTICAL CONTROL DISK
 AA7406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7406_STAMPING: H 222 RESET 1994
 AA7406_MARK LOGO: NGS
 AA7406_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7406+STABILITY: SURFACE MOTION
 AA7406
 AA7406  HISTORY     - Date     Condition        Report By
 AA7406  HISTORY     - 1994     MONUMENTED       NEDR
 AA7406
 AA7406                          STATION DESCRIPTION
 AA7406
 AA7406'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7406'THE MARK IS LOCATED ABOUT 1.85 MI (2.98 KM) EAST FROM ROYAL, ON PUBLIC
 AA7406'RIGHT-OF-WAY AND NEAR THE NORTHWEST CORNER OF SEC12, T27N, R7W. TO
 AA7406'REACH THE MARK FROM THE WATER TOWER, IN ROYAL, GO EAST ON U.S. HIGHWAY
 AA7406'20 FOR 1.85 MI (2.98 KM) TO A GRAVELED COUNTY ROAD.  TURN RIGHT AND GO
 AA7406'SOUTH ON THE COUNTY ROAD FOR 0.109 KM (0.05 MI) TO THE MARK ON THE
 AA7406'LEFT, AT A RAILROAD CROSSING. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7406'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108.81 M
 AA7406'(356.99 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 12.20 M (40.03
 AA7406'FT) EAST FROM THE CENTERLINE OF THE COUNTY ROAD, 13.563 M (44.498 FT)
 AA7406'SOUTH FROM THE INSIDE OF THE SOUTH RAIL OF THE TRACKS, 10.561 M
 AA7406'(34.649 FT) SOUTHEAST FROM A NAIL AND WASHER IN A RAILROAD CROSSING
 AA7406'POST, 8.582 M (28.156 FT) WEST FROM A NAIL AND WASHER IN THE TOP OF A
 AA7406'FENCE POST, 2.963 M (9.721 FT) EAST FROM A NAIL AND WASHER IN THE SIDE
 AA7406'OF A FENCE CORNER POST AND 0.73 M (2.40 FT) NORTH FROM THE EAST-WEST
 AA7406'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0428 ***********************************************************************
 NN0428  DESIGNATION -  H 223
 NN0428  PID         -  NN0428
 NN0428  STATE/COUNTY-  NE/KEYA PAHA
 NN0428  COUNTRY     -  US
 NN0428  USGS QUAD   -  JAMISON (2017)
 NN0428
 NN0428                         *CURRENT SURVEY CONTROL
 NN0428  ______________________________________________________________________
 NN0428* NAD 83(1986) POSITION- 42 55 37.     (N) 099 21 45.     (W)   SCALED
 NN0428* NAVD 88 ORTHO HEIGHT -   601.890 (meters)     1974.70  (feet) ADJUSTED
 NN0428  ______________________________________________________________________
 NN0428  GEOID HEIGHT    -        -24.796 (meters)                     GEOID18
 NN0428  DYNAMIC HEIGHT  -        601.662 (meters)     1973.95  (feet) COMP
 NN0428  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 NN0428
 NN0428  VERT ORDER      -  FIRST     CLASS II
 NN0428
 NN0428.The horizontal coordinates were scaled from a map and have
 NN0428.an estimated accuracy of +/- 6 seconds.
 NN0428
 NN0428.The orthometric height was determined by differential leveling and
 NN0428.adjusted by the NATIONAL GEODETIC SURVEY
 NN0428.in June 1991.
 NN0428
 NN0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0428.GEOID18 height accuracy estimate available here.
 NN0428
 NN0428.Click photographs - Photos may exist for this station.
 NN0428
 NN0428.The dynamic height is computed by dividing the NAVD 88
 NN0428.geopotential number by the normal gravity value computed on the
 NN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0428.degrees latitude (g = 980.6199 gals.).
 NN0428
 NN0428.The modeled gravity was interpolated from observed gravity values.
 NN0428
 NN0428;                    North         East    Units  Estimated Accuracy
 NN0428;SPC NE       -   343,700.      552,040.      MT  (+/- 180 meters Scaled)
 NN0428
 NN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN704527(NAD 83)
 NN0428
 NN0428                          SUPERSEDED SURVEY CONTROL
 NN0428
 NN0428  NGVD 29 (??/??/92)  601.600  (m)         1973.75   (f) ADJ UNCH    1 2
 NN0428
 NN0428.Superseded values are not recommended for survey control.
 NN0428
 NN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0428.See file dsdata.pdf to determine how the superseded data were derived.
 NN0428
 NN0428_MARKER: DB = BENCH MARK DISK
 NN0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0428_STAMPING: H 223 1946
 NN0428_MARK LOGO: CGS
 NN0428_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0428+STABILITY: SURFACE MOTION
 NN0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0428+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 NN0428
 NN0428  HISTORY     - Date     Condition        Report By
 NN0428  HISTORY     - 1946     MONUMENTED       CGS
 NN0428  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0428  HISTORY     - 20180611 GOOD             NEGS
 NN0428
 NN0428                          STATION DESCRIPTION
 NN0428
 NN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0428'1.6 MI W FROM BROCKSBURG.
 NN0428'ALONG A GRADED COUNTY ROAD, 1.6 MILES WEST OF BROCKSBURG SCHOOL,
 NN0428'AT THE TOP OF A HILL, NEAR A FENCE CORNER, 33 FEET NORTH OF THE
 NN0428'CENTER OF THE ROAD, 68 FEET EAST OF THE CENTER OF A PRIVATE
 NN0428'DRIVEWAY, 6 FEET EAST OF A CORNER FENCE POST, 3 FEET WEST OF
 NN0428'WITNESS POST, 2 FEET NORTH OF A FENCE.  A BRONZE DISK STAMP
 NN0428'H 223 1946 SET IN THE TOP OF CONCRETE POST.
 NN0428
 NN0428                          STATION RECOVERY (1962)
 NN0428
 NN0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0428'MARK NOT FOUND.
 NN0428
 NN0428                          STATION RECOVERY (2018)
 NN0428
 NN0428'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 NN0428'TO REACH FROM THE SOUTH JUNCTION OF NEBRASKA HIGHWAY 12 AND NEBRASKA
 NN0428'HIGHWAY 137 - APPROXIMATELY 22.5 MI (36.2 KM) NORTH OF NEWPORT NE. -
 NN0428'GO WEST ON NE. HIGHWAY 12 APPROXIMATELY 1.66 MI (2.67 KM) TO A RANCH
 NN0428'DRIVE ON THE RIGHT (NORTH).  TURN ONTO RANCH DRIVE AND GO 125 FT (38.1
 NN0428'M) TO A DRIVE ON THE RIGHT.  TURN RIGHT (EAST) AND GO APPROXIMATELY
 NN0428'675 FT (206 M) ALONG A FENCE LINE TO THE MARK ON THE LEFT (NORTH) OF
 NN0428'THE DRIVE.
 NN0428'
 NN0428'AN 18 INCH REBAR HAS BEEN PLACED ALONG THE NORTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0548 ***********************************************************************
 NN0548  DESIGNATION -  H 224
 NN0548  PID         -  NN0548
 NN0548  STATE/COUNTY-  NE/KEYA PAHA
 NN0548  COUNTRY     -  US
 NN0548  USGS QUAD   -  BURTON (2017)
 NN0548
 NN0548                         *CURRENT SURVEY CONTROL
 NN0548  ______________________________________________________________________
 NN0548* NAD 83(1986) POSITION- 42 56 25.     (N) 099 33 06.     (W)   SCALED
 NN0548* NAVD 88 ORTHO HEIGHT -   634.027 (meters)     2080.14  (feet) ADJUSTED
 NN0548  ______________________________________________________________________
 NN0548  GEOID HEIGHT    -        -24.467 (meters)                     GEOID18
 NN0548  DYNAMIC HEIGHT  -        633.783 (meters)     2079.34  (feet) COMP
 NN0548  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 NN0548
 NN0548  VERT ORDER      -  FIRST     CLASS II
 NN0548
 NN0548.The horizontal coordinates were scaled from a map and have
 NN0548.an estimated accuracy of +/- 6 seconds.
 NN0548
 NN0548.The orthometric height was determined by differential leveling and
 NN0548.adjusted by the NATIONAL GEODETIC SURVEY
 NN0548.in June 1991.
 NN0548
 NN0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0548.GEOID18 height accuracy estimate available here.
 NN0548
 NN0548.Click photographs - Photos may exist for this station.
 NN0548
 NN0548.The dynamic height is computed by dividing the NAVD 88
 NN0548.geopotential number by the normal gravity value computed on the
 NN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0548.degrees latitude (g = 980.6199 gals.).
 NN0548
 NN0548.The modeled gravity was interpolated from observed gravity values.
 NN0548
 NN0548;                    North         East    Units  Estimated Accuracy
 NN0548;SPC NE       -   345,080.      536,590.      MT  (+/- 180 meters Scaled)
 NN0548
 NN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN549543(NAD 83)
 NN0548
 NN0548                          SUPERSEDED SURVEY CONTROL
 NN0548
 NN0548  NGVD 29 (??/??/92)  633.739  (m)         2079.19   (f) ADJ UNCH    1 2
 NN0548
 NN0548.Superseded values are not recommended for survey control.
 NN0548
 NN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0548.See file dsdata.pdf to determine how the superseded data were derived.
 NN0548
 NN0548_MARKER: DB = BENCH MARK DISK
 NN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0548_STAMPING: H 224 1946
 NN0548_MARK LOGO: CGS
 NN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0548+STABILITY: SURFACE MOTION
 NN0548
 NN0548  HISTORY     - Date     Condition        Report By
 NN0548  HISTORY     - 1946     MONUMENTED       CGS
 NN0548
 NN0548                          STATION DESCRIPTION
 NN0548
 NN0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0548'4 MI NE FROM BURTON.
 NN0548'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST THENCE 2.0 MILES NORTH
 NN0548'THENCE 1.0 MILE EAST OF BURTON POST OFFICE, NEAR A SECTION
 NN0548'CORNER, 31 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 36 FEET
 NN0548'EAST OF THE CENTER OF A DIM ROAD LEADING NORTH, 12 FEET EAST
 NN0548'OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 2 FEET WEST
 NN0548'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1187 ***********************************************************************
 NM1187  DESIGNATION -  H 225
 NM1187  PID         -  NM1187
 NM1187  STATE/COUNTY-  NE/WAYNE
 NM1187  COUNTRY     -  US
 NM1187  USGS QUAD   -  WINSIDE (2017)
 NM1187
 NM1187                         *CURRENT SURVEY CONTROL
 NM1187  ______________________________________________________________________
 NM1187* NAD 83(1986) POSITION- 42 10 24.     (N) 097 09 27.     (W)   SCALED
 NM1187* NAVD 88 ORTHO HEIGHT -   470.431 (meters)     1543.41  (feet) ADJUSTED
 NM1187  ______________________________________________________________________
 NM1187  GEOID HEIGHT    -        -24.836 (meters)                     GEOID18
 NM1187  DYNAMIC HEIGHT  -        470.258 (meters)     1542.84  (feet) COMP
 NM1187  MODELED GRAVITY -    980,239.2   (mgal)                       NAVD 88
 NM1187
 NM1187  VERT ORDER      -  FIRST     CLASS II
 NM1187
 NM1187.The horizontal coordinates were scaled from a map and have
 NM1187.an estimated accuracy of +/- 6 seconds.
 NM1187
 NM1187.The orthometric height was determined by differential leveling and
 NM1187.adjusted by the NATIONAL GEODETIC SURVEY
 NM1187.in June 1991.
 NM1187
 NM1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1187.GEOID18 height accuracy estimate available here.
 NM1187
 NM1187.Click photographs - Photos may exist for this station.
 NM1187
 NM1187.The dynamic height is computed by dividing the NAVD 88
 NM1187.geopotential number by the normal gravity value computed on the
 NM1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1187.degrees latitude (g = 980.6199 gals.).
 NM1187
 NM1187.The modeled gravity was interpolated from observed gravity values.
 NM1187
 NM1187;                    North         East    Units  Estimated Accuracy
 NM1187;SPC NE       -   263,670.      734,760.      MT  (+/- 180 meters Scaled)
 NM1187
 NM1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM521706(NAD 83)
 NM1187
 NM1187                          SUPERSEDED SURVEY CONTROL
 NM1187
 NM1187  NGVD 29 (??/??/92)  470.240  (m)         1542.78   (f) ADJ UNCH    1 2
 NM1187
 NM1187.Superseded values are not recommended for survey control.
 NM1187
 NM1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1187.See file dsdata.pdf to determine how the superseded data were derived.
 NM1187
 NM1187_MARKER: DB = BENCH MARK DISK
 NM1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1187_STAMPING: H 225 1947
 NM1187_MARK LOGO: CGS
 NM1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1187+STABILITY: SURFACE MOTION
 NM1187
 NM1187  HISTORY     - Date     Condition        Report By
 NM1187  HISTORY     - 1947     MONUMENTED       CGS
 NM1187
 NM1187                          STATION DESCRIPTION
 NM1187
 NM1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1187'1.1 MI E FROM WINSIDE.
 NM1187'1.1 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1187'RAILWAY FROM THE STATION AT WINSIDE, 0.15 MILE WEST OF A COUNTY
 NM1187'DIRT ROAD CROSSING, ABOUT MIDWAY BETWEEN AND IN LINE WITH TWO
 NM1187'TELEPHONE POLES, 67.0 FEET SOUTH OF AND DIRECTLY ACROSS THE TRACK
 NM1187'FROM MILE POST EMR 27, 39.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 NM1187'TRACK, 6.7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2.4 FEET
 NM1187'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 NM1187'ELEVATION AS THE TRACK AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0017 ***********************************************************************
 NO0017  DESIGNATION -  H 227
 NO0017  PID         -  NO0017
 NO0017  STATE/COUNTY-  NE/BROWN
 NO0017  COUNTRY     -  US
 NO0017  USGS QUAD   -  BRUSH CREEK (2017)
 NO0017
 NO0017                         *CURRENT SURVEY CONTROL
 NO0017  ______________________________________________________________________
 NO0017* NAD 83(1986) POSITION- 42 36 48.31   (N) 100 10 43.29   (W)   HD_HELD1
 NO0017* NAVD 88 ORTHO HEIGHT -   808.053 (meters)     2651.09  (feet) ADJUSTED
 NO0017  ______________________________________________________________________
 NO0017  GEOID HEIGHT    -        -22.124 (meters)                     GEOID18
 NO0017  DYNAMIC HEIGHT  -        807.715 (meters)     2649.98  (feet) COMP
 NO0017  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 NO0017
 NO0017  VERT ORDER      -  FIRST     CLASS II
 NO0017
 NO0017.The horizontal coordinates were determined by differentially corrected
 NO0017.hand held GPS observations or other comparable positioning techniques
 NO0017.and have an estimated accuracy of +/- 3 meters.
 NO0017
 NO0017.The orthometric height was determined by differential leveling and
 NO0017.adjusted by the NATIONAL GEODETIC SURVEY
 NO0017.in June 1991.
 NO0017
 NO0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0017.GEOID18 height accuracy estimate available here.
 NO0017
 NO0017.Click photographs - Photos may exist for this station.
 NO0017
 NO0017.The dynamic height is computed by dividing the NAVD 88
 NO0017.geopotential number by the normal gravity value computed on the
 NO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0017.degrees latitude (g = 980.6199 gals.).
 NO0017
 NO0017.The modeled gravity was interpolated from observed gravity values.
 NO0017
 NO0017;                    North         East    Units  Estimated Accuracy
 NO0017;SPC NE       -   308,695.0     485,340.6     MT  (+/- 3 meters HH1 GPS) 
 NO0017
 NO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0332618560(NAD 83)
 NO0017
 NO0017                          SUPERSEDED SURVEY CONTROL
 NO0017
 NO0017  NGVD 29 (??/??/92)  807.761  (m)         2650.13   (f) ADJ UNCH    1 2
 NO0017
 NO0017.Superseded values are not recommended for survey control.
 NO0017
 NO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0017.See file dsdata.pdf to determine how the superseded data were derived.
 NO0017
 NO0017_MARKER: DB = BENCH MARK DISK
 NO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0017_STAMPING: H 227 1946
 NO0017_MARK LOGO: CGS
 NO0017_PROJECTION: RECESSED 3 CENTIMETERS
 NO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0017+STABILITY: SURFACE MOTION
 NO0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0017+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2020
 NO0017
 NO0017  HISTORY     - Date     Condition        Report By
 NO0017  HISTORY     - 1946     MONUMENTED       CGS
 NO0017  HISTORY     - 1975     GOOD             NGS
 NO0017  HISTORY     - 20200304 GOOD             NEGS
 NO0017
 NO0017                          STATION DESCRIPTION
 NO0017
 NO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0017'0.3 MI S FROM WOOD LAKE.
 NO0017'IN BROWN COUNTY, 0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE
 NO0017'POST OFFICE AT WOOD LAKE, CHERRY COUNTY, THENCE 3.6 MILES
 NO0017'SOUTHEAST ALONG U.S. HIGHWAY 20, AT THE JUNCTION OF A PRIVATE
 NO0017'ROAD LEADING NORTH, 91 FEET NORTHEAST OF THE PRIVATE ROAD, 43
 NO0017'FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN
 NO0017'RAILWAY TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN
 NO0017'LINE WITH A ROW OF POLES, AND 2 FEET LOWER THAN THE HIGHWAY.
 NO0017'A STANDARD DISK, STAMPED H 227 1946 AND SET IN THE TOP OF A
 NO0017'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0017
 NO0017                          STATION RECOVERY (1975)
 NO0017
 NO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0017'RECOVERED IN GOOD CONDITION.
 NO0017
 NO0017                          STATION RECOVERY (2020)
 NO0017
 NO0017'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 NO0017'TO REACH FROM THE INTERSECTION OF HIGHWAY 20 AND MAIN ST IN JOHNSTOWN,
 NO0017'PROCEED NORTHWEST ALONG HIGHWAY 20 APPROXIMATELY 7.40 MI (11.91 KM) TO
 NO0017'THE POINT ON THE NORTH SIDE OF HIGHWAY 20.
 NO0017'
 NO0017'IT IS 90 FT (27.4 M) NORTH OF THE CENTERLINE OF HIGHWAY 20, 46 FT
 NO0017'(14.0 M) SOUTH OF THE CENTERLINE OF AN ABANDONED RAIL LINE, 42 FT
 NO0017'(12.8 M) WEST OF ACCESS DRIVE AND 0.1 FT (3 CM) WEST OF A NAIL IN A
 NO0017'FIBER OPTIC WARNING POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0056 ***********************************************************************
 NO0056  CBN         -  This is a Cooperative Base Network Control Station.
 NO0056  DESIGNATION -  H 229
 NO0056  PID         -  NO0056
 NO0056  STATE/COUNTY-  NE/KEYA PAHA
 NO0056  COUNTRY     -  US
 NO0056  USGS QUAD   -  NORDEN (2017)
 NO0056
 NO0056                         *CURRENT SURVEY CONTROL
 NO0056  ______________________________________________________________________
 NO0056* NAD 83(2011) POSITION- 42 52 05.57135(N) 100 05 39.29283(W)   ADJUSTED
 NO0056* NAD 83(2011) ELLIP HT-   762.079 (meters)        (06/27/12)   ADJUSTED
 NO0056* NAD 83(2011) EPOCH   -  2010.00
 NO0056* NAVD 88 ORTHO HEIGHT -   785.014 (meters)     2575.50  (feet) ADJUSTED
 NO0056  ______________________________________________________________________
 NO0056  GEOID HEIGHT    -        -22.945 (meters)                     GEOID18
 NO0056  NAD 83(2011) X  -   -820,689.119 (meters)                     COMP
 NO0056  NAD 83(2011) Y  - -4,610,002.969 (meters)                     COMP
 NO0056  NAD 83(2011) Z  -  4,317,301.524 (meters)                     COMP
 NO0056  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 NO0056  DYNAMIC HEIGHT  -        784.702 (meters)     2574.48  (feet) COMP
 NO0056  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 NO0056
 NO0056  VERT ORDER      -  SECOND    CLASS 0
 NO0056
 NO0056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0056  Standards:
 NO0056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0056  -------------------------------------------------------------------
 NO0056  NETWORK    0.55   1.53           0.26   0.17   0.78     -0.01444517
 NO0056  -------------------------------------------------------------------
 NO0056  Click here for local accuracies and other accuracy information.
 NO0056
 NO0056.The horizontal coordinates were established by GPS observations
 NO0056.and adjusted by the National Geodetic Survey in June 2012.
 NO0056
 NO0056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0056.been affixed to the stable North American tectonic plate. See 
 NO0056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0056
 NO0056.The horizontal coordinates are valid at the epoch date displayed above
 NO0056.which is a decimal equivalence of Year/Month/Day.
 NO0056
 NO0056.The orthometric height was determined by differential leveling and
 NO0056.adjusted by the NATIONAL GEODETIC SURVEY
 NO0056.in June 1991.
 NO0056
 NO0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0056.GEOID18 height accuracy estimate available here.
 NO0056
 NO0056.Click photographs - Photos may exist for this station.
 NO0056
 NO0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0056
 NO0056.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0056
 NO0056.The ellipsoidal height was determined by GPS observations
 NO0056.and is referenced to NAD 83.
 NO0056
 NO0056.The dynamic height is computed by dividing the NAVD 88
 NO0056.geopotential number by the normal gravity value computed on the
 NO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0056.degrees latitude (g = 980.6199 gals.).
 NO0056
 NO0056.The modeled gravity was interpolated from observed gravity values.
 NO0056
 NO0056. The following values were computed from the NAD 83(2011) position.
 NO0056
 NO0056;                    North         East     Units Scale Factor Converg.
 NO0056;SPC NE       -   336,985.599   492,298.969   MT  0.99994222   -0 03 44.8
 NO0056;SPC NE       - 1,105,593.59  1,615,150.87   sFT  0.99994222   -0 03 44.8
 NO0056;UTM  14      - 4,746,761.076   410,618.857   MT  0.99969828   -0 44 40.1
 NO0056
 NO0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0056!SPC NE       -   0.99988050  x   0.99994222  =   0.99982273
 NO0056!UTM  14      -   0.99988050  x   0.99969828  =   0.99957882
 NO0056
 NO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1061846761(NAD 83)
 NO0056
 NO0056                          SUPERSEDED SURVEY CONTROL
 NO0056
 NO0056  NAD 83(2007)-  42 52 05.57127(N)    100 05 39.29401(W) AD(2002.00) 0
 NO0056  ELLIP H (02/10/07)  762.109  (m)                       GP(2002.00)    
 NO0056  ELLIP H (09/24/01)  762.091  (m)                       GP(       ) 4 1
 NO0056  NAD 83(1995)-  42 52 05.57086(N)    100 05 39.29403(W) AD(       ) B
 NO0056  ELLIP H (06/25/96)  762.147  (m)                       GP(       ) 1 1
 NO0056  NAVD 88             785.01   (m)         2575.5    (f) LEVELING    3  
 NO0056  NGVD 29 (??/??/92)  784.700  (m)         2574.47   (f) ADJ UNCH    2 0
 NO0056
 NO0056.Superseded values are not recommended for survey control.
 NO0056
 NO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0056.See file dsdata.pdf to determine how the superseded data were derived.
 NO0056
 NO0056_MARKER: DB = BENCH MARK DISK
 NO0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0056_STAMPING: H 229 1946
 NO0056_MARK LOGO: CGS
 NO0056_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0056+STABILITY: SURFACE MOTION
 NO0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0056+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2016
 NO0056
 NO0056  HISTORY     - Date     Condition        Report By
 NO0056  HISTORY     - 1946     MONUMENTED       CGS
 NO0056  HISTORY     - 19950406 GOOD             NGS
 NO0056  HISTORY     - 20140306 GOOD             JEOCON
 NO0056  HISTORY     - 20150715 GOOD             NEGS
 NO0056  HISTORY     - 20161011 GOOD             NEGS
 NO0056
 NO0056                          STATION DESCRIPTION
 NO0056
 NO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0056'1 MI W FROM NORDEN.
 NO0056'ABOUT 1.0 MILE WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0056'CONOCO SERVICE STATION AT NORDEN, AND AT THE SOUTHEAST CORNER
 NO0056'OF A CEMETERY, 45 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NO0056'LINE OF THE HIGHWAY, 2 FEET WEST OF THE EAST BOUNDARY OF THE
 NO0056'CEMETERY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 NO0056'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED H 229 1946 AND
 NO0056'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0056'THE GROUND.  STAMPED H 229 1946.
 NO0056
 NO0056                          STATION RECOVERY (1995)
 NO0056
 NO0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0056'TO REACH THE MARK FROM NORDEN, GO WEST ON STATE HIGHWAY 12 FOR 1.0 MI
 NO0056'(1.6 KM) TO THE NORDEN CEMETERY AND THE MARK ON RIGHT, AT THE
 NO0056'SOUTHEAST CORNER OF CEMETERY, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY, IN
 NO0056'THE SW1/4, SEC36, T34N, R24W.  THE DISK IS SET INTO THE TOP OF A
 NO0056'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 152.0
 NO0056'FT (46.3 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 3.6 FT (1.1 M)
 NO0056'WEST FROM A UTILITY POLE, 2.6 FT (0.8 M) SOUTHWEST FROM THE SOUTHEAST
 NO0056'FENCE CORNER OF THE CEMETERY, 2.0 FT (0.6 M) EAST-SOUTHEAST OF A
 NO0056'FIBERGLASS WITNESS POST, 1.2 FT (0.4 M) SOUTH FROM THE NORTH
 NO0056'RIGHT-OF-WAY FENCE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.  A
 NO0056'LENGTH OF REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 NO0056
 NO0056                          STATION RECOVERY (2014)
 NO0056
 NO0056'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2014 (BJF)
 NO0056'RECOVERED IN GOOD CONDITION.
 NO0056
 NO0056                          STATION RECOVERY (2015)
 NO0056
 NO0056'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (PS)
 NO0056'RECOVERED IN GOOD CONDITION.
 NO0056
 NO0056                          STATION RECOVERY (2016)
 NO0056
 NO0056'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 NO0056'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0126 ***********************************************************************
 MM0126  DESIGNATION -  H 23
 MM0126  PID         -  MM0126
 MM0126  STATE/COUNTY-  NE/LINCOLN
 MM0126  COUNTRY     -  US
 MM0126  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0126
 MM0126                         *CURRENT SURVEY CONTROL
 MM0126  ______________________________________________________________________
 MM0126* NAD 83(1986) POSITION- 41 11 54.     (N) 100 47 29.     (W)   SCALED
 MM0126* NAVD 88 ORTHO HEIGHT -   861.017 (meters)     2824.85  (feet) ADJUSTED
 MM0126  ______________________________________________________________________
 MM0126  GEOID HEIGHT    -        -22.060 (meters)                     GEOID18
 MM0126  DYNAMIC HEIGHT  -        860.515 (meters)     2823.21  (feet) COMP
 MM0126  MODELED GRAVITY -    980,011.3   (mgal)                       NAVD 88
 MM0126
 MM0126  VERT ORDER      -  FIRST     CLASS II
 MM0126
 MM0126.The horizontal coordinates were scaled from a map and have
 MM0126.an estimated accuracy of +/- 6 seconds.
 MM0126
 MM0126.The orthometric height was determined by differential leveling and
 MM0126.adjusted by the NATIONAL GEODETIC SURVEY
 MM0126.in June 1994.
 MM0126
 MM0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0126.GEOID18 height accuracy estimate available here.
 MM0126
 MM0126.Click photographs - Photos may exist for this station.
 MM0126
 MM0126.The dynamic height is computed by dividing the NAVD 88
 MM0126.geopotential number by the normal gravity value computed on the
 MM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0126.degrees latitude (g = 980.6199 gals.).
 MM0126
 MM0126.The modeled gravity was interpolated from observed gravity values.
 MM0126
 MM0126;                    North         East    Units  Estimated Accuracy
 MM0126;SPC NE       -   151,850.      433,640.      MT  (+/- 180 meters Scaled)
 MM0126
 MM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL497623(NAD 83)
 MM0126
 MM0126                          SUPERSEDED SURVEY CONTROL
 MM0126
 MM0126  NAVD 88 (06/15/91)  860.997  (m)         2824.79   (f) SUPERSEDED  1 2
 MM0126  NGVD 29 (02/14/92)  860.664  (m)         2823.70   (f) ADJUSTED    1 2
 MM0126  NGVD 29 (??/??/87)  860.655  (m)         2823.67   (f) SUPERSEDED  1 2
 MM0126
 MM0126.Superseded values are not recommended for survey control.
 MM0126
 MM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0126.See file dsdata.pdf to determine how the superseded data were derived.
 MM0126
 MM0126_MARKER: DB = BENCH MARK DISK
 MM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0126_STAMPING: H 23 1933 2823.666
 MM0126_MARK LOGO: CGS
 MM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0126+STABILITY: SURFACE MOTION
 MM0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0126+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0126
 MM0126  HISTORY     - Date     Condition        Report By
 MM0126  HISTORY     - 1933     MONUMENTED       CGS
 MM0126  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0126  HISTORY     - 1986     POOR             NGS
 MM0126  HISTORY     - 19910821 GOOD             NGS
 MM0126
 MM0126                          STATION DESCRIPTION
 MM0126
 MM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0126'5 MI N FROM NORTH PLATTE.
 MM0126'5.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0126'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0126'56 FEET NORTHWEST OF THE NORTHWEST CORNER OF HANSON SCHOOL, 73
 MM0126'FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 33 FEET EAST OF A
 MM0126'FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK,
 MM0126'STAMPED 2823.666 H 23 1933 AND SET IN THE TOP OF A CONCRETE
 MM0126'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- ROAD CONSTR. IN
 MM0126'AREA.
 MM0126
 MM0126                          STATION RECOVERY (1970)
 MM0126
 MM0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0126'MARK NOT FOUND.
 MM0126
 MM0126                          STATION RECOVERY (1986)
 MM0126
 MM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0126'RECOVERED IN POOR CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0126'MARK APPEARS TO HAVE BEEN REINFORCED WITH NEW CONCRETE BY PERSONS
 MM0126'UNKNOWN.  AND ADD--0.31 METER (1 FT) SOUTH OF A WOODEN STAKE AND 4.3
 MM0126'METERS (14 FT) SOUTH OF THE CENTER OF A PRIVATE ROAD.  NOT LEVELED TO
 MM0126'DURING THIS SURVEY.
 MM0126
 MM0126                          STATION RECOVERY (1991)
 MM0126
 MM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0126'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0126'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0126'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 3.2 KM (2.00 MI)
 MM0126'NORTHERLY ALONG WASHBOARD ROAD, THENCE 2.5 KM (1.55 MI) WESTERLY
 MM0126'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A
 MM0126'GRAVELED ROAD, 21.9 M (71.9 FT) EAST OF AND LEVEL WITH THE ROAD
 MM0126'CENTER, 17.2 M (56.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 MM0126'HOUSE, 4.4 M (14.4 FT) SOUTH OF THE CENTER OF A DIRT ROAD, AND THE
 MM0126'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0632 ***********************************************************************
 NM0632  DESIGNATION -  H 230
 NM0632  PID         -  NM0632
 NM0632  STATE/COUNTY-  NE/DIXON
 NM0632  COUNTRY     -  US
 NM0632  USGS QUAD   -  WAKEFIELD (2017)
 NM0632
 NM0632                         *CURRENT SURVEY CONTROL
 NM0632  ______________________________________________________________________
 NM0632* NAD 83(1986) POSITION- 42 16 43.     (N) 096 45 10.     (W)   SCALED
 NM0632* NAVD 88 ORTHO HEIGHT -   440.525 (meters)     1445.29  (feet) ADJUSTED
 NM0632  ______________________________________________________________________
 NM0632  GEOID HEIGHT    -        -25.199 (meters)                     GEOID18
 NM0632  DYNAMIC HEIGHT  -        440.378 (meters)     1444.81  (feet) COMP
 NM0632  MODELED GRAVITY -    980,273.4   (mgal)                       NAVD 88
 NM0632
 NM0632  VERT ORDER      -  FIRST     CLASS II
 NM0632
 NM0632.The horizontal coordinates were scaled from a map and have
 NM0632.an estimated accuracy of +/- 6 seconds.
 NM0632
 NM0632.The orthometric height was determined by differential leveling and
 NM0632.adjusted by the NATIONAL GEODETIC SURVEY
 NM0632.in June 1991.
 NM0632
 NM0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0632.GEOID18 height accuracy estimate available here.
 NM0632
 NM0632.Click photographs - Photos may exist for this station.
 NM0632
 NM0632.The dynamic height is computed by dividing the NAVD 88
 NM0632.geopotential number by the normal gravity value computed on the
 NM0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0632.degrees latitude (g = 980.6199 gals.).
 NM0632
 NM0632.The modeled gravity was interpolated from observed gravity values.
 NM0632
 NM0632;                    North         East    Units  Estimated Accuracy
 NM0632;SPC NE       -   276,530.      767,730.      MT  (+/- 180 meters Scaled)
 NM0632
 NM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM853831(NAD 83)
 NM0632
 NM0632                          SUPERSEDED SURVEY CONTROL
 NM0632
 NM0632  NGVD 29 (??/??/92)  440.354  (m)         1444.73   (f) ADJ UNCH    1 2
 NM0632
 NM0632.Superseded values are not recommended for survey control.
 NM0632
 NM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0632.See file dsdata.pdf to determine how the superseded data were derived.
 NM0632
 NM0632_MARKER: DB = BENCH MARK DISK
 NM0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0632_STAMPING: H 230 1947
 NM0632_MARK LOGO: CGS
 NM0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0632+STABILITY: SURFACE MOTION
 NM0632
 NM0632  HISTORY     - Date     Condition        Report By
 NM0632  HISTORY     - 1947     MONUMENTED       CGS
 NM0632
 NM0632                          STATION DESCRIPTION
 NM0632
 NM0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0632'1.4 MI W FROM EMERSON.
 NM0632'1.4 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0632'RAILWAY FROM THE STATION AT EMERSON, AT A PRIVATE ROAD CROSSING, 51.5
 NM0632'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 36.3 FEET SOUTH
 NM0632'OF THE SOUTH RAIL OF THE TRACK, 34.0 FEET EAST OF THE CENTER
 NM0632'OF THE PRIVATE DIRT ROAD, 8.5 FEET NORTH OF THE SOUTH RIGHT
 NM0632'OF WAY FENCE, 8.5 FEET WEST OF THE SECOND TELEPHONE POLE WEST
 NM0632'OF POLE NO. 1/10, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 NM0632'CONCRETE POST ABOUT 3 FEET ABOVE THE TRACK AND PROJECTING 0.4
 NM0632'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0311 ***********************************************************************
 MK0311  DESIGNATION -  H 231
 MK0311  PID         -  MK0311
 MK0311  STATE/COUNTY-  NE/BURT
 MK0311  COUNTRY     -  US
 MK0311  USGS QUAD   -  CRAIG (2017)
 MK0311
 MK0311                         *CURRENT SURVEY CONTROL
 MK0311  ______________________________________________________________________
 MK0311* NAD 83(1986) POSITION- 41 47 59.     (N) 096 20 51.     (W)   SCALED
 MK0311* NAVD 88 ORTHO HEIGHT -   419.553 (meters)     1376.48  (feet) ADJUSTED
 MK0311  ______________________________________________________________________
 MK0311  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 MK0311  DYNAMIC HEIGHT  -        419.396 (meters)     1375.97  (feet) COMP
 MK0311  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 MK0311
 MK0311  VERT ORDER      -  SECOND    CLASS 0
 MK0311
 MK0311.The horizontal coordinates were scaled from a map and have
 MK0311.an estimated accuracy of +/- 6 seconds.
 MK0311
 MK0311.The orthometric height was determined by differential leveling and
 MK0311.adjusted by the NATIONAL GEODETIC SURVEY
 MK0311.in June 1991.
 MK0311
 MK0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0311.GEOID18 height accuracy estimate available here.
 MK0311
 MK0311.Click photographs - Photos may exist for this station.
 MK0311
 MK0311.The dynamic height is computed by dividing the NAVD 88
 MK0311.geopotential number by the normal gravity value computed on the
 MK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0311.degrees latitude (g = 980.6199 gals.).
 MK0311
 MK0311.The modeled gravity was interpolated from observed gravity values.
 MK0311
 MK0311;                    North         East    Units  Estimated Accuracy
 MK0311;SPC NE       -   224,730.      803,370.      MT  (+/- 180 meters Scaled)
 MK0311
 MK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM203309(NAD 83)
 MK0311
 MK0311                          SUPERSEDED SURVEY CONTROL
 MK0311
 MK0311  NGVD 29 (??/??/92)  419.414  (m)         1376.03   (f) ADJ UNCH    2 0
 MK0311
 MK0311.Superseded values are not recommended for survey control.
 MK0311
 MK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0311.See file dsdata.pdf to determine how the superseded data were derived.
 MK0311
 MK0311_MARKER: DB = BENCH MARK DISK
 MK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0311_STAMPING: H 231 1947
 MK0311_MARK LOGO: CGS
 MK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0311+STABILITY: SURFACE MOTION
 MK0311
 MK0311  HISTORY     - Date     Condition        Report By
 MK0311  HISTORY     - 1947     MONUMENTED       CGS
 MK0311  HISTORY     - 1957     GOOD             CGS
 MK0311
 MK0311                          STATION DESCRIPTION
 MK0311
 MK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0311'1.7 MI NE FROM CRAIG.
 MK0311'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0311'AT CRAIG, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD TO NEW U.S.
 MK0311'HIGHWAY 73 W, IN THE SOUTHWEST ANGLE OF CROSSROADS, 41 FEET WEST
 MK0311'OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD, 40 FEET SOUTH OF THE
 MK0311'CENTER OF U.S. HIGHWAY 73 W, 5.6 FEET WEST OF A FENCE CORNER
 MK0311'POST, 1.5 FEET WEST OF A REFERENCE POST, AND 1 FOOT NORTH OF THE
 MK0311'SOUTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0311'ABOVE THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0883 ***********************************************************************
 MJ0883  DESIGNATION -  H 232
 MJ0883  PID         -  MJ0883
 MJ0883  STATE/COUNTY-  NE/SARPY
 MJ0883  COUNTRY     -  US
 MJ0883  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0883
 MJ0883                         *CURRENT SURVEY CONTROL
 MJ0883  ______________________________________________________________________
 MJ0883* NAD 83(1986) POSITION- 41 10 08.     (N) 095 55 02.     (W)   SCALED
 MJ0883* NAVD 88 ORTHO HEIGHT -   352.111 (meters)     1155.22  (feet) ADJUSTED
 MJ0883  ______________________________________________________________________
 MJ0883  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 MJ0883  DYNAMIC HEIGHT  -        351.966 (meters)     1154.74  (feet) COMP
 MJ0883  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 MJ0883
 MJ0883  VERT ORDER      -  SECOND    CLASS 0
 MJ0883
 MJ0883.The horizontal coordinates were scaled from a map and have
 MJ0883.an estimated accuracy of +/- 6 seconds.
 MJ0883
 MJ0883.The orthometric height was determined by differential leveling and
 MJ0883.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0883.in June 1991.
 MJ0883
 MJ0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0883.GEOID18 height accuracy estimate available here.
 MJ0883
 MJ0883.Click photographs - Photos may exist for this station.
 MJ0883
 MJ0883.The dynamic height is computed by dividing the NAVD 88
 MJ0883.geopotential number by the normal gravity value computed on the
 MJ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0883.degrees latitude (g = 980.6199 gals.).
 MJ0883
 MJ0883.The modeled gravity was interpolated from observed gravity values.
 MJ0883
 MJ0883;                    North         East    Units  Estimated Accuracy
 MJ0883;SPC NE       -   156,370.      842,390.      MT  (+/- 180 meters Scaled)
 MJ0883
 MJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF552616(NAD 83)
 MJ0883
 MJ0883                          SUPERSEDED SURVEY CONTROL
 MJ0883
 MJ0883  NGVD 29 (??/??/92)  351.998  (m)         1154.85   (f) ADJ UNCH    2 0
 MJ0883
 MJ0883.Superseded values are not recommended for survey control.
 MJ0883
 MJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0883.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0883
 MJ0883_MARKER: DB = BENCH MARK DISK
 MJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0883_STAMPING: H 232 1947
 MJ0883_MARK LOGO: CGS
 MJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0883+STABILITY: SURFACE MOTION
 MJ0883
 MJ0883  HISTORY     - Date     Condition        Report By
 MJ0883  HISTORY     - 1947     MONUMENTED       CGS
 MJ0883  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0883
 MJ0883                          STATION DESCRIPTION
 MJ0883
 MJ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0883'3.3 MI N FROM BELLEVUE.
 MJ0883'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0883'PUBLIC SCHOOL, THENCE 3.1 MILES NORTH ALONG NEBRASKA STATE HIGHWAY
 MJ0883'31, 66.0 FEET SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 MJ0883'35.0 FEET NORTHEAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE
 MJ0883'OF THE HIGHWAY, 15.0 FEET SOUTH OF AN 8 INCH ASH TREE, 5.0
 MJ0883'FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A REFERENCE POST,
 MJ0883'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE
 MJ0883'THE GROUND.  NOTE-- POST BELIEVED OK BUT IS BURIED UNDER FILL
 MJ0883'FOR A NEW LAWN.  WITNESS POST IS PROJECTING 6 INCHES ABOVE
 MJ0883'GROUND.
 MJ0883
 MJ0883                          STATION RECOVERY (1955)
 MJ0883
 MJ0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0528 ***********************************************************************
 MK0528  DESIGNATION -  H 233
 MK0528  PID         -  MK0528
 MK0528  STATE/COUNTY-  NE/WASHINGTON
 MK0528  COUNTRY     -  US
 MK0528  USGS QUAD   -  FORT CALHOUN (2017)
 MK0528
 MK0528                         *CURRENT SURVEY CONTROL
 MK0528  ______________________________________________________________________
 MK0528* NAD 83(1986) POSITION- 41 25 20.     (N) 096 04 02.     (W)   SCALED
 MK0528* NAVD 88 ORTHO HEIGHT -   385.935 (meters)     1266.19  (feet) ADJUSTED
 MK0528  ______________________________________________________________________
 MK0528  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 MK0528  DYNAMIC HEIGHT  -        385.748 (meters)     1265.57  (feet) COMP
 MK0528  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 MK0528
 MK0528  VERT ORDER      -  SECOND    CLASS 0
 MK0528
 MK0528.The horizontal coordinates were scaled from a map and have
 MK0528.an estimated accuracy of +/- 6 seconds.
 MK0528
 MK0528.The orthometric height was determined by differential leveling and
 MK0528.adjusted by the NATIONAL GEODETIC SURVEY
 MK0528.in June 1991.
 MK0528
 MK0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0528.GEOID18 height accuracy estimate available here.
 MK0528
 MK0528.Click photographs - Photos may exist for this station.
 MK0528
 MK0528.The dynamic height is computed by dividing the NAVD 88
 MK0528.geopotential number by the normal gravity value computed on the
 MK0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0528.degrees latitude (g = 980.6199 gals.).
 MK0528
 MK0528.The modeled gravity was interpolated from observed gravity values.
 MK0528
 MK0528;                    North         East    Units  Estimated Accuracy
 MK0528;SPC NE       -   183,880.      828,540.      MT  (+/- 180 meters Scaled)
 MK0528
 MK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL450897(NAD 83)
 MK0528
 MK0528                          SUPERSEDED SURVEY CONTROL
 MK0528
 MK0528  NGVD 29 (??/??/92)  385.789  (m)         1265.71   (f) ADJ UNCH    2 0
 MK0528
 MK0528.Superseded values are not recommended for survey control.
 MK0528
 MK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0528.See file dsdata.pdf to determine how the superseded data were derived.
 MK0528
 MK0528_MARKER: DB = BENCH MARK DISK
 MK0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0528_STAMPING: H 233 1947
 MK0528_MARK LOGO: CGS
 MK0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0528+STABILITY: SURFACE MOTION
 MK0528
 MK0528  HISTORY     - Date     Condition        Report By
 MK0528  HISTORY     - 1947     MONUMENTED       CGS
 MK0528  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0528
 MK0528                          STATION DESCRIPTION
 MK0528
 MK0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0528'4.1 MI SW FROM FORT CALHOUN.
 MK0528'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0528'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0528'THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 MK0528'WEST ALONG A GRADED DIRT ROAD, 0.1 MILE WEST OF A FARMHOUSE,
 MK0528'45 YARDS EAST OF THE NORTH END OF A CORRUGATED IRON CULVERT,
 MK0528'112 FEET WEST OF THE SOUTHWEST CORNER OF A CORRAL FENCE, 34 FEET
 MK0528'NORTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT LOWER, 10 FEET
 MK0528'EAST OF A POWER POLE, 2 FEET WEST OF A 4 X 4 MARKER POST, 1 FOOT
 MK0528'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0528'3 INCHES ABOVE THE GROUND.
 MK0528
 MK0528                          STATION RECOVERY (1966)
 MK0528
 MK0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0528'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0445 ***********************************************************************
 MK0445  DESIGNATION -  H 234
 MK0445  PID         -  MK0445
 MK0445  STATE/COUNTY-  NE/WASHINGTON
 MK0445  COUNTRY     -  US
 MK0445  USGS QUAD   -  MODALE (2018)
 MK0445
 MK0445                         *CURRENT SURVEY CONTROL
 MK0445  ______________________________________________________________________
 MK0445* NAD 83(1986) POSITION- 41 31 07.     (N) 096 06 03.     (W)   SCALED
 MK0445* NAVD 88 ORTHO HEIGHT -   342.123 (meters)     1122.45  (feet) ADJUSTED
 MK0445  ______________________________________________________________________
 MK0445  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 MK0445  DYNAMIC HEIGHT  -        341.960 (meters)     1121.91  (feet) COMP
 MK0445  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 MK0445
 MK0445  VERT ORDER      -  SECOND    CLASS 0
 MK0445
 MK0445.The horizontal coordinates were scaled from a map and have
 MK0445.an estimated accuracy of +/- 6 seconds.
 MK0445
 MK0445.The orthometric height was determined by differential leveling and
 MK0445.adjusted by the NATIONAL GEODETIC SURVEY
 MK0445.in June 1991.
 MK0445
 MK0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0445.GEOID18 height accuracy estimate available here.
 MK0445
 MK0445.Click photographs - Photos may exist for this station.
 MK0445
 MK0445.The dynamic height is computed by dividing the NAVD 88
 MK0445.geopotential number by the normal gravity value computed on the
 MK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0445.degrees latitude (g = 980.6199 gals.).
 MK0445
 MK0445.The modeled gravity was interpolated from observed gravity values.
 MK0445
 MK0445;                    North         East    Units  Estimated Accuracy
 MK0445;SPC NE       -   194,440.      825,250.      MT  (+/- 180 meters Scaled)
 MK0445
 MK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM419003(NAD 83)
 MK0445
 MK0445                          SUPERSEDED SURVEY CONTROL
 MK0445
 MK0445  NGVD 29 (??/??/92)  341.974  (m)         1121.96   (f) ADJ UNCH    2 0
 MK0445
 MK0445.Superseded values are not recommended for survey control.
 MK0445
 MK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0445.See file dsdata.pdf to determine how the superseded data were derived.
 MK0445
 MK0445_MARKER: DB = BENCH MARK DISK
 MK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0445_STAMPING: H 234 1947
 MK0445_MARK LOGO: CGS
 MK0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0445+STABILITY: SURFACE MOTION
 MK0445
 MK0445  HISTORY     - Date     Condition        Report By
 MK0445  HISTORY     - 1947     MONUMENTED       CGS
 MK0445  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0445
 MK0445                          STATION DESCRIPTION
 MK0445
 MK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0445'2.7 MI SE FROM BLAIR.
 MK0445'0.2 MILE EAST ALONG COLFAX STREET FROM THE COUNTY COURT HOUSE
 MK0445'AT BLAIR, THENCE 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, 150
 MK0445'YARDS SOUTHEAST OF A FARMHOUSE, 80 YARDS SOUTHEAST OF THE CENTER
 MK0445'LINE OF A PRIVATE ROAD LEADING TO THE NORTHEAST, 34 YARDS WEST
 MK0445'OF THE CENTER OF A SMALL DITCH, 38 FEET NORTHEAST OF AND 3 FEET
 MK0445'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 7 FEET WEST OF A
 MK0445'TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A
 MK0445'4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0445'2 INCHES ABOVE THE GROUND.  NOTE-- NEAR A NEW HOUSE AND YARD - MAY
 MK0445'HAVE BEEN DESTROYED.
 MK0445
 MK0445                          STATION RECOVERY (1970)
 MK0445
 MK0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0445'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0655 ***********************************************************************
 NM0655  DESIGNATION -  H 235
 NM0655  PID         -  NM0655
 NM0655  STATE/COUNTY-  NE/DAKOTA
 NM0655  COUNTRY     -  US
 NM0655  USGS QUAD   -  JACKSON (2017)
 NM0655
 NM0655                         *CURRENT SURVEY CONTROL
 NM0655  ______________________________________________________________________
 NM0655* NAD 83(1986) POSITION- 42 24 06.     (N) 096 33 25.     (W)   SCALED
 NM0655* NAVD 88 ORTHO HEIGHT -   338.933 (meters)     1111.98  (feet) ADJUSTED
 NM0655  ______________________________________________________________________
 NM0655  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 NM0655  DYNAMIC HEIGHT  -        338.822 (meters)     1111.62  (feet) COMP
 NM0655  MODELED GRAVITY -    980,286.8   (mgal)                       NAVD 88
 NM0655
 NM0655  VERT ORDER      -  FIRST     CLASS II
 NM0655
 NM0655.The horizontal coordinates were scaled from a map and have
 NM0655.an estimated accuracy of +/- 6 seconds.
 NM0655
 NM0655.The orthometric height was determined by differential leveling and
 NM0655.adjusted by the NATIONAL GEODETIC SURVEY
 NM0655.in June 1991.
 NM0655
 NM0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0655.GEOID18 height accuracy estimate available here.
 NM0655
 NM0655.Click photographs - Photos may exist for this station.
 NM0655
 NM0655.The dynamic height is computed by dividing the NAVD 88
 NM0655.geopotential number by the normal gravity value computed on the
 NM0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0655.degrees latitude (g = 980.6199 gals.).
 NM0655
 NM0655.The modeled gravity was interpolated from observed gravity values.
 NM0655
 NM0655;                    North         East    Units  Estimated Accuracy
 NM0655;SPC NE       -   290,800.      783,320.      MT  (+/- 180 meters Scaled)
 NM0655
 NM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM010972(NAD 83)
 NM0655
 NM0655                          SUPERSEDED SURVEY CONTROL
 NM0655
 NM0655  NGVD 29 (??/??/92)  338.772  (m)         1111.45   (f) ADJ UNCH    1 2
 NM0655
 NM0655.Superseded values are not recommended for survey control.
 NM0655
 NM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0655.See file dsdata.pdf to determine how the superseded data were derived.
 NM0655
 NM0655_MARKER: DB = BENCH MARK DISK
 NM0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0655_STAMPING: H 235 1947
 NM0655_MARK LOGO: CGS
 NM0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0655+STABILITY: SURFACE MOTION
 NM0655
 NM0655  HISTORY     - Date     Condition        Report By
 NM0655  HISTORY     - 1947     MONUMENTED       CGS
 NM0655  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0655
 NM0655                          STATION DESCRIPTION
 NM0655
 NM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0655'2.1 MI NE FROM HUBBARD.
 NM0655'ABOUT 2.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0655'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT THE
 NM0655'INTERSECTION OF THE RAILROAD AND STATE HIGHWAY NO. 35, 49.5 FEET
 NM0655'NORTH OF THE CENTER LINE OF THE HIGHWAY, 47.5 FEET NORTHWEST OF
 NM0655'AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 27.0
 NM0655'FEET NORTHEAST OF A FENCE CORNER, 23.1 FEET NORTH OF A TELEPHONE
 NM0655'POLE, 1.0 FOOT SOUTHEAST OF THE RIGHT OF WAY FENCE, 1.0 FOOT
 NM0655'SOUTHWEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0655'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0655
 NM0655                          STATION RECOVERY (1966)
 NM0655
 NM0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0656 ***********************************************************************
 NM0656  DESIGNATION -  H 235 RESET
 NM0656  PID         -  NM0656
 NM0656  STATE/COUNTY-  NE/DAKOTA
 NM0656  COUNTRY     -  US
 NM0656  USGS QUAD   -  JACKSON (2017)
 NM0656
 NM0656                         *CURRENT SURVEY CONTROL
 NM0656  ______________________________________________________________________
 NM0656* NAD 83(1986) POSITION- 42 24 06.     (N) 096 33 25.     (W)   SCALED
 NM0656* NAVD 88 ORTHO HEIGHT -   338.66  (meters)     1111.1   (feet) RESET
 NM0656  ______________________________________________________________________
 NM0656  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 NM0656  VERT ORDER      -  THIRD
 NM0656
 NM0656.The horizontal coordinates were scaled from a map and have
 NM0656.an estimated accuracy of +/- 6 seconds.
 NM0656
 NM0656.The orthometric height was computed from unverified reset data.
 NM0656
 NM0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0656.GEOID18 height accuracy estimate available here.
 NM0656
 NM0656.Click photographs - Photos may exist for this station.
 NM0656
 NM0656;                    North         East    Units  Estimated Accuracy
 NM0656;SPC NE       -   290,800.      783,320.      MT  (+/- 180 meters Scaled)
 NM0656
 NM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM010972(NAD 83)
 NM0656
 NM0656                          SUPERSEDED SURVEY CONTROL
 NM0656
 NM0656  NGVD 29 (??/??/??)  338.50   (m)         1110.6    (f) RESET       3  
 NM0656
 NM0656.Superseded values are not recommended for survey control.
 NM0656
 NM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0656.See file dsdata.pdf to determine how the superseded data were derived.
 NM0656
 NM0656_MARKER: DB = BENCH MARK DISK
 NM0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0656_STAMPING: H 235 RESET 1959
 NM0656_MARK LOGO: CGS
 NM0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0656+STABILITY: SURFACE MOTION
 NM0656
 NM0656  HISTORY     - Date     Condition        Report By
 NM0656  HISTORY     - 1959     MONUMENTED       NEDR
 NM0656
 NM0656                          STATION DESCRIPTION
 NM0656
 NM0656'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0656'2.1 MI NE FROM HUBBARD.
 NM0656'TO REACH FROM THE RAILROAD STATION AT HUBBARD, GO ABOUT 2.1 MILES
 NM0656'NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0656'RAILROAD TO THE INTERSECTION OF THE RAILROAD AND STATE HIGHWAY NO.
 NM0656'35, 47.5 FEET NORTHWEST FROM THE CENTERLINE OF THE RAILROAD TRACK,
 NM0656'65 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT STATION 715+55,
 NM0656'35 FEET EAST OF A TELEPHONE POLE, 3 FEET EAST OF A CORNER FENCE
 NM0656'POST, A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NM0656'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0416 ***********************************************************************
 NM0416  DESIGNATION -  H 236
 NM0416  PID         -  NM0416
 NM0416  STATE/COUNTY-  NE/DAKOTA
 NM0416  COUNTRY     -  US
 NM0416  USGS QUAD   -  HOMER (2017)
 NM0416
 NM0416                         *CURRENT SURVEY CONTROL
 NM0416  ______________________________________________________________________
 NM0416* NAD 83(1986) POSITION- 42 20 34.     (N) 096 28 16.     (W)   SCALED
 NM0416* NAVD 88 ORTHO HEIGHT -   333.041 (meters)     1092.65  (feet) ADJUSTED
 NM0416  ______________________________________________________________________
 NM0416  GEOID HEIGHT    -        -25.912 (meters)                     GEOID18
 NM0416  DYNAMIC HEIGHT  -        332.932 (meters)     1092.29  (feet) COMP
 NM0416  MODELED GRAVITY -    980,286.5   (mgal)                       NAVD 88
 NM0416
 NM0416  VERT ORDER      -  SECOND    CLASS 0
 NM0416
 NM0416.The horizontal coordinates were scaled from a map and have
 NM0416.an estimated accuracy of +/- 6 seconds.
 NM0416
 NM0416.The orthometric height was determined by differential leveling and
 NM0416.adjusted by the NATIONAL GEODETIC SURVEY
 NM0416.in June 1991.
 NM0416
 NM0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0416.GEOID18 height accuracy estimate available here.
 NM0416
 NM0416.Click photographs - Photos may exist for this station.
 NM0416
 NM0416.The dynamic height is computed by dividing the NAVD 88
 NM0416.geopotential number by the normal gravity value computed on the
 NM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0416.degrees latitude (g = 980.6199 gals.).
 NM0416
 NM0416.The modeled gravity was interpolated from observed gravity values.
 NM0416
 NM0416;                    North         East    Units  Estimated Accuracy
 NM0416;SPC NE       -   284,560.      790,650.      MT  (+/- 180 meters Scaled)
 NM0416
 NM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM083909(NAD 83)
 NM0416
 NM0416                          SUPERSEDED SURVEY CONTROL
 NM0416
 NM0416  NGVD 29 (??/??/92)  332.883  (m)         1092.13   (f) ADJ UNCH    2 0
 NM0416
 NM0416.Superseded values are not recommended for survey control.
 NM0416
 NM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0416.See file dsdata.pdf to determine how the superseded data were derived.
 NM0416
 NM0416_MARKER: DB = BENCH MARK DISK
 NM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0416_STAMPING: H 236 1947
 NM0416_MARK LOGO: CGS
 NM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0416+STABILITY: SURFACE MOTION
 NM0416
 NM0416  HISTORY     - Date     Condition        Report By
 NM0416  HISTORY     - 1947     MONUMENTED       CGS
 NM0416  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0416
 NM0416                          STATION DESCRIPTION
 NM0416
 NM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0416'1.9 MI NE FROM HOMER.
 NM0416'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG MAIN
 NM0416'STREET, THENCE NORTHEAST 1.8 MILES ALONG U.S. HIGHWAY NO. 77
 NM0416'TO SITE OF MARK.  BENCH MARK IS 48.0 FEET EAST OF THE CENTER
 NM0416'LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 46.0
 NM0416'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 42.5 FEET
 NM0416'WEST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE
 NM0416'HIGHWAY, 5.0 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 NM0416'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST WHICH
 NM0416'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0416
 NM0416                          STATION RECOVERY (2020)
 NM0416
 NM0416'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0416'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0524 ***********************************************************************
 NM0524  DESIGNATION -  H 237
 NM0524  PID         -  NM0524
 NM0524  STATE/COUNTY-  NE/THURSTON
 NM0524  COUNTRY     -  US
 NM0524  USGS QUAD   -  WALTHILL SW (2017)
 NM0524
 NM0524                         *CURRENT SURVEY CONTROL
 NM0524  ______________________________________________________________________
 NM0524* NAD 83(1986) POSITION- 42 06 14.     (N) 096 27 45.     (W)   SCALED
 NM0524* NAVD 88 ORTHO HEIGHT -   423.376 (meters)     1389.03  (feet) ADJUSTED
 NM0524  ______________________________________________________________________
 NM0524  GEOID HEIGHT    -        -25.899 (meters)                     GEOID18
 NM0524  DYNAMIC HEIGHT  -        423.226 (meters)     1388.53  (feet) COMP
 NM0524  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 NM0524
 NM0524  VERT ORDER      -  SECOND    CLASS 0
 NM0524
 NM0524.The horizontal coordinates were scaled from a map and have
 NM0524.an estimated accuracy of +/- 6 seconds.
 NM0524
 NM0524.The orthometric height was determined by differential leveling and
 NM0524.adjusted by the NATIONAL GEODETIC SURVEY
 NM0524.in June 1991.
 NM0524
 NM0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0524.GEOID18 height accuracy estimate available here.
 NM0524
 NM0524.Click photographs - Photos may exist for this station.
 NM0524
 NM0524.The dynamic height is computed by dividing the NAVD 88
 NM0524.geopotential number by the normal gravity value computed on the
 NM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0524.degrees latitude (g = 980.6199 gals.).
 NM0524
 NM0524.The modeled gravity was interpolated from observed gravity values.
 NM0524
 NM0524;                    North         East    Units  Estimated Accuracy
 NM0524;SPC NE       -   258,080.      792,440.      MT  (+/- 180 meters Scaled)
 NM0524
 NM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098644(NAD 83)
 NM0524
 NM0524                          SUPERSEDED SURVEY CONTROL
 NM0524
 NM0524  NGVD 29 (??/??/92)  423.222  (m)         1388.52   (f) ADJ UNCH    2 0
 NM0524
 NM0524.Superseded values are not recommended for survey control.
 NM0524
 NM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0524.See file dsdata.pdf to determine how the superseded data were derived.
 NM0524
 NM0524_MARKER: DB = BENCH MARK DISK
 NM0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0524_STAMPING: H 237 1947
 NM0524_MARK LOGO: CGS
 NM0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0524+STABILITY: SURFACE MOTION
 NM0524
 NM0524  HISTORY     - Date     Condition        Report By
 NM0524  HISTORY     - 1947     MONUMENTED       CGS
 NM0524
 NM0524                          STATION DESCRIPTION
 NM0524
 NM0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0524'3.5 MI S FROM WALTHILL.
 NM0524'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0524'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 3.1
 NM0524'MILES ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK
 NM0524'IS AT THE INTERSECTION OF THE HIGHWAY AND AN EAST-WEST GRADED
 NM0524'DIRT ROAD, 131.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NM0524'136.0 FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF THE CENTER
 NM0524'LINES OF THE ROAD AND THE HIGHWAY, 42.0 FEET EAST OF AND ABOUT
 NM0524'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT WEST OF
 NM0524'A FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0524'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE
 NM0524'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0525 ***********************************************************************
 NM0525  DESIGNATION -  H 237 RESET
 NM0525  PID         -  NM0525
 NM0525  STATE/COUNTY-  NE/THURSTON
 NM0525  COUNTRY     -  US
 NM0525  USGS QUAD   -  WALTHILL SW (2017)
 NM0525
 NM0525                         *CURRENT SURVEY CONTROL
 NM0525  ______________________________________________________________________
 NM0525* NAD 83(1986) POSITION- 42 06 16.     (N) 096 27 47.     (W)   SCALED
 NM0525* NAVD 88 ORTHO HEIGHT -   425.34  (meters)     1395.5   (feet) RESET
 NM0525  ______________________________________________________________________
 NM0525  GEOID HEIGHT    -        -25.898 (meters)                     GEOID18
 NM0525  VERT ORDER      -  THIRD
 NM0525
 NM0525.The horizontal coordinates were scaled from a map and have
 NM0525.an estimated accuracy of +/- 6 seconds.
 NM0525
 NM0525.The orthometric height was computed from unverified reset data.
 NM0525
 NM0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0525.GEOID18 height accuracy estimate available here.
 NM0525
 NM0525.Click photographs - Photos may exist for this station.
 NM0525
 NM0525;                    North         East    Units  Estimated Accuracy
 NM0525;SPC NE       -   258,140.      792,390.      MT  (+/- 180 meters Scaled)
 NM0525
 NM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM097644(NAD 83)
 NM0525
 NM0525                          SUPERSEDED SURVEY CONTROL
 NM0525
 NM0525  NGVD 29 (??/??/??)  425.18   (m)         1394.9    (f) RESET       3  
 NM0525
 NM0525.Superseded values are not recommended for survey control.
 NM0525
 NM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0525.See file dsdata.pdf to determine how the superseded data were derived.
 NM0525
 NM0525_MARKER: DB = BENCH MARK DISK
 NM0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0525_STAMPING: H 237 RESET 1965
 NM0525_MARK LOGO: CGS
 NM0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0525+STABILITY: SURFACE MOTION
 NM0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0525+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 NM0525
 NM0525  HISTORY     - Date     Condition        Report By
 NM0525  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0525  HISTORY     - 1967     GOOD             LOCENG
 NM0525  HISTORY     - 20160615 GOOD             NEGS
 NM0525
 NM0525                          STATION DESCRIPTION
 NM0525
 NM0525'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0525'3.5 MI S FROM WALTHILL.
 NM0525'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0525'STATION AT WALTHILL, THENCE 3.1 MILES SOUTH ALONG U.S. HIGHWAY
 NM0525'77, 94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT STATION
 NM0525'482 + 82, 52 FEET NORTH OF THE CENTER LINE OF A COUNTY ROAD
 NM0525'WEST, 64 FEET WEST OF THE TOP OF A ROADWAY PIPE CULVERT, 14
 NM0525'FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST, SET IN
 NM0525'THE TOP OF A 4 INCH SQUARE CONCRETE POST WITH AN 8 INCH SQUARE
 NM0525'TOP PROJECTING 4 INCHES, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 NM0525
 NM0525                          STATION RECOVERY (2016)
 NM0525
 NM0525'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0525'FOUND GOOD
 NM0525'PROJECTS 0.40 FEET ABOVE GROUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0707 ***********************************************************************
 NM0707  DESIGNATION -  H 238
 NM0707  PID         -  NM0707
 NM0707  STATE/COUNTY-  NE/THURSTON
 NM0707  COUNTRY     -  US
 NM0707  USGS QUAD   -  EMERSON (2017)
 NM0707
 NM0707                         *CURRENT SURVEY CONTROL
 NM0707  ______________________________________________________________________
 NM0707* NAD 83(1986) POSITION- 42 15 51.     (N) 096 41 12.     (W)   SCALED
 NM0707* NAVD 88 ORTHO HEIGHT -   435.453 (meters)     1428.65  (feet) ADJUSTED
 NM0707  ______________________________________________________________________
 NM0707  GEOID HEIGHT    -        -25.364 (meters)                     GEOID18
 NM0707  DYNAMIC HEIGHT  -        435.304 (meters)     1428.16  (feet) COMP
 NM0707  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 NM0707
 NM0707  VERT ORDER      -  SECOND    CLASS 0
 NM0707
 NM0707.The horizontal coordinates were scaled from a map and have
 NM0707.an estimated accuracy of +/- 6 seconds.
 NM0707
 NM0707.The orthometric height was determined by differential leveling and
 NM0707.adjusted by the NATIONAL GEODETIC SURVEY
 NM0707.in June 1991.
 NM0707
 NM0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0707.GEOID18 height accuracy estimate available here.
 NM0707
 NM0707.Click photographs - Photos may exist for this station.
 NM0707
 NM0707.The dynamic height is computed by dividing the NAVD 88
 NM0707.geopotential number by the normal gravity value computed on the
 NM0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0707.degrees latitude (g = 980.6199 gals.).
 NM0707
 NM0707.The modeled gravity was interpolated from observed gravity values.
 NM0707
 NM0707;                    North         East    Units  Estimated Accuracy
 NM0707;SPC NE       -   275,130.      773,240.      MT  (+/- 180 meters Scaled)
 NM0707
 NM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM907816(NAD 83)
 NM0707
 NM0707                          SUPERSEDED SURVEY CONTROL
 NM0707
 NM0707  NGVD 29 (??/??/92)  435.282  (m)         1428.09   (f) ADJ UNCH    2 0
 NM0707
 NM0707.Superseded values are not recommended for survey control.
 NM0707
 NM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0707.See file dsdata.pdf to determine how the superseded data were derived.
 NM0707
 NM0707_MARKER: DB = BENCH MARK DISK
 NM0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0707_STAMPING: H 238 1947
 NM0707_MARK LOGO: CGS
 NM0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0707+STABILITY: SURFACE MOTION
 NM0707
 NM0707  HISTORY     - Date     Condition        Report By
 NM0707  HISTORY     - 1947     MONUMENTED       CGS
 NM0707  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0707
 NM0707                          STATION DESCRIPTION
 NM0707
 NM0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0707'3 MI E FROM EMERSON.
 NM0707'0.9 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE RAILROAD STATION
 NM0707'AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 2.1 MILES TO A
 NM0707'DIRT CROSS ROAD, 35.7 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 NM0707'ROAD, 22.0 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 16.4
 NM0707'FEET SOUTHEAST OF A POWER POLE, 11.8 NORTHWEST OF A GROUP OF
 NM0707'3 MAIL BOXES, 9.6 EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH
 NM0707'OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN MARKER
 NM0707'POST AND SET IN THE TOP OF A CONCRETE POST.
 NM0707
 NM0707                          STATION RECOVERY (1965)
 NM0707
 NM0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0722 ***********************************************************************
 NM0722  DESIGNATION -  H 239
 NM0722  PID         -  NM0722
 NM0722  STATE/COUNTY-  NE/THURSTON
 NM0722  COUNTRY     -  US
 NM0722  USGS QUAD   -  PENDER NE (2017)
 NM0722
 NM0722                         *CURRENT SURVEY CONTROL
 NM0722  ______________________________________________________________________
 NM0722* NAD 83(1986) POSITION- 42 09 46.     (N) 096 35 23.     (W)   SCALED
 NM0722* NAVD 88 ORTHO HEIGHT -   411.883 (meters)     1351.32  (feet) ADJUSTED
 NM0722  ______________________________________________________________________
 NM0722  GEOID HEIGHT    -        -25.600 (meters)                     GEOID18
 NM0722  DYNAMIC HEIGHT  -        411.737 (meters)     1350.84  (feet) COMP
 NM0722  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 NM0722
 NM0722  VERT ORDER      -  SECOND    CLASS 0
 NM0722
 NM0722.The horizontal coordinates were scaled from a map and have
 NM0722.an estimated accuracy of +/- 6 seconds.
 NM0722
 NM0722.The orthometric height was determined by differential leveling and
 NM0722.adjusted by the NATIONAL GEODETIC SURVEY
 NM0722.in June 1991.
 NM0722
 NM0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0722.GEOID18 height accuracy estimate available here.
 NM0722
 NM0722.Click photographs - Photos may exist for this station.
 NM0722
 NM0722.The dynamic height is computed by dividing the NAVD 88
 NM0722.geopotential number by the normal gravity value computed on the
 NM0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0722.degrees latitude (g = 980.6199 gals.).
 NM0722
 NM0722.The modeled gravity was interpolated from observed gravity values.
 NM0722
 NM0722;                    North         East    Units  Estimated Accuracy
 NM0722;SPC NE       -   264,190.      781,670.      MT  (+/- 180 meters Scaled)
 NM0722
 NM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM991706(NAD 83)
 NM0722
 NM0722                          SUPERSEDED SURVEY CONTROL
 NM0722
 NM0722  NGVD 29 (??/??/92)  411.724  (m)         1350.80   (f) ADJ UNCH    2 0
 NM0722
 NM0722.Superseded values are not recommended for survey control.
 NM0722
 NM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0722.See file dsdata.pdf to determine how the superseded data were derived.
 NM0722
 NM0722_MARKER: DB = BENCH MARK DISK
 NM0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0722_STAMPING: H 239 1947
 NM0722_MARK LOGO: CGS
 NM0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0722+STABILITY: SURFACE MOTION
 NM0722
 NM0722  HISTORY     - Date     Condition        Report By
 NM0722  HISTORY     - 1947     MONUMENTED       CGS
 NM0722  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0722
 NM0722                          STATION DESCRIPTION
 NM0722
 NM0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0722'7 MI SE FROM THURSTON.
 NM0722'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT THURSTON,
 NM0722'THENCE 1.0 MILE SOUTH TO A DIRT CROSSROAD, THENCE 6.0 MILES EAST
 NM0722'TO A STEEL BRIDGE AND A DIRT CROSSROAD, 77.9 FEET NORTHWEST OF
 NM0722'THE NORTHWEST CORNER OF THE BRIDGE, 40.8 FEET WEST OF THE CENTER
 NM0722'LINE OF THE ROAD LEADING NORTH, 35.9 FEET NORTH OF THE EAST-WEST
 NM0722'ROAD, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET EAST OF
 NM0722'A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 NM0722'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0722
 NM0722                          STATION RECOVERY (1965)
 NM0722
 NM0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0722'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0447 ***********************************************************************
 NM0447  DESIGNATION -  H 240
 NM0447  PID         -  NM0447
 NM0447  STATE/COUNTY-  NE/THURSTON
 NM0447  COUNTRY     -  US
 NM0447  USGS QUAD   -  MACY (2017)
 NM0447
 NM0447                         *CURRENT SURVEY CONTROL
 NM0447  ______________________________________________________________________
 NM0447* NAD 83(1986) POSITION- 42 06 36.     (N) 096 20 41.     (W)   SCALED
 NM0447* NAVD 88 ORTHO HEIGHT -   335.742 (meters)     1101.51  (feet) ADJUSTED
 NM0447  ______________________________________________________________________
 NM0447  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 NM0447  DYNAMIC HEIGHT  -        335.625 (meters)     1101.13  (feet) COMP
 NM0447  MODELED GRAVITY -    980,264.3   (mgal)                       NAVD 88
 NM0447
 NM0447  VERT ORDER      -  SECOND    CLASS 0
 NM0447
 NM0447.The horizontal coordinates were scaled from a map and have
 NM0447.an estimated accuracy of +/- 6 seconds.
 NM0447
 NM0447.The orthometric height was determined by differential leveling and
 NM0447.adjusted by the NATIONAL GEODETIC SURVEY
 NM0447.in June 1991.
 NM0447
 NM0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0447.GEOID18 height accuracy estimate available here.
 NM0447
 NM0447.Click photographs - Photos may exist for this station.
 NM0447
 NM0447.The dynamic height is computed by dividing the NAVD 88
 NM0447.geopotential number by the normal gravity value computed on the
 NM0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0447.degrees latitude (g = 980.6199 gals.).
 NM0447
 NM0447.The modeled gravity was interpolated from observed gravity values.
 NM0447
 NM0447;                    North         East    Units  Estimated Accuracy
 NM0447;SPC NE       -   259,160.      802,140.      MT  (+/- 180 meters Scaled)
 NM0447
 NM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM195654(NAD 83)
 NM0447
 NM0447                          SUPERSEDED SURVEY CONTROL
 NM0447
 NM0447  NGVD 29 (??/??/92)  335.594  (m)         1101.03   (f) ADJ UNCH    2 0
 NM0447
 NM0447.Superseded values are not recommended for survey control.
 NM0447
 NM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0447.See file dsdata.pdf to determine how the superseded data were derived.
 NM0447
 NM0447_MARKER: DB = BENCH MARK DISK
 NM0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0447_SP_SET: BRIDGE
 NM0447_STAMPING: H 240 1947
 NM0447_MARK LOGO: CGS
 NM0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0447
 NM0447  HISTORY     - Date     Condition        Report By
 NM0447  HISTORY     - 1947     MONUMENTED       CGS
 NM0447  HISTORY     - 1961     GOOD             CGS
 NM0447
 NM0447                          STATION DESCRIPTION
 NM0447
 NM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0447'10.3 MI SE FROM WALTHILL.
 NM0447'6.5 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0447'AT WALTHILL, THENCE 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 73E,
 NM0447'IN THE SOUTHEAST CORNER OF THE SOUTHEAST WINGWALL OF A CONCRETE
 NM0447'BRIDGE, 12.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NM0447'1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER, 1.7 FEET ABOVE
 NM0447'THE LEVEL OF THE ROAD AND SET IN A DRILL HOLE.
 NM0447
 NM0447                          STATION RECOVERY (1961)
 NM0447
 NM0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0295 ***********************************************************************
 MK0295  DESIGNATION -  H 241
 MK0295  PID         -  MK0295
 MK0295  STATE/COUNTY-  NE/BURT
 MK0295  COUNTRY     -  US
 MK0295  USGS QUAD   -  BERTHA (2017)
 MK0295
 MK0295                         *CURRENT SURVEY CONTROL
 MK0295  ______________________________________________________________________
 MK0295* NAD 83(1986) POSITION- 41 53 13.     (N) 096 18 31.     (W)   SCALED
 MK0295* NAVD 88 ORTHO HEIGHT -   428.493 (meters)     1405.81  (feet) ADJUSTED
 MK0295  ______________________________________________________________________
 MK0295  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 MK0295  DYNAMIC HEIGHT  -        428.334 (meters)     1405.29  (feet) COMP
 MK0295  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 MK0295
 MK0295  VERT ORDER      -  SECOND    CLASS 0
 MK0295
 MK0295.The horizontal coordinates were scaled from a map and have
 MK0295.an estimated accuracy of +/- 6 seconds.
 MK0295
 MK0295.The orthometric height was determined by differential leveling and
 MK0295.adjusted by the NATIONAL GEODETIC SURVEY
 MK0295.in June 1991.
 MK0295
 MK0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0295.GEOID18 height accuracy estimate available here.
 MK0295
 MK0295.Click photographs - Photos may exist for this station.
 MK0295
 MK0295.The dynamic height is computed by dividing the NAVD 88
 MK0295.geopotential number by the normal gravity value computed on the
 MK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0295.degrees latitude (g = 980.6199 gals.).
 MK0295
 MK0295.The modeled gravity was interpolated from observed gravity values.
 MK0295
 MK0295;                    North         East    Units  Estimated Accuracy
 MK0295;SPC NE       -   234,540.      806,180.      MT  (+/- 180 meters Scaled)
 MK0295
 MK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM232407(NAD 83)
 MK0295
 MK0295                          SUPERSEDED SURVEY CONTROL
 MK0295
 MK0295  NGVD 29 (??/??/92)  428.347  (m)         1405.34   (f) ADJ UNCH    2 0
 MK0295
 MK0295.Superseded values are not recommended for survey control.
 MK0295
 MK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0295.See file dsdata.pdf to determine how the superseded data were derived.
 MK0295
 MK0295_MARKER: DB = BENCH MARK DISK
 MK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0295_STAMPING: H 241 1947
 MK0295_MARK LOGO: CGS
 MK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0295+STABILITY: SURFACE MOTION
 MK0295
 MK0295  HISTORY     - Date     Condition        Report By
 MK0295  HISTORY     - 1947     MONUMENTED       CGS
 MK0295  HISTORY     - 1965     POOR             USGS
 MK0295
 MK0295                          STATION DESCRIPTION
 MK0295
 MK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0295'9.7 MI NE FROM CRAIG.
 MK0295'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0295'AT CRAIG, THENCE 7.0 MILES NORTH AND 2.0 MILES EAST ALONG GRAVEL
 MK0295'ROADS, 2.0 MILES EAST OF THE BERTHA GENERAL STORE, NEAR A
 MK0295'LARGE 2 1/2-STORY FARM HOUSE, 52.0 FEET EAST OF THE CENTER OF A
 MK0295'DIRT ROAD LEADING NORTH, 32.0 FEET NORTH OF THE CENTER OF THE
 MK0295'EAST-WEST ROAD, 21.0 FEET EAST OF A FENCE CORNER POST, 2.0 FEET
 MK0295'WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH RIGHT OF
 MK0295'WAY FENCE, SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD
 MK0295'AND PROJECTING 0.1 FOOT.  NOTE-- MARK HAS BEEN HIT BY FARM
 MK0295'MACHINERY AND IS LOOSE.
 MK0295
 MK0295                          STATION RECOVERY (1965)
 MK0295
 MK0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0295'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0168 ***********************************************************************
 MK0168  DESIGNATION -  H 242
 MK0168  PID         -  MK0168
 MK0168  STATE/COUNTY-  NE/BURT
 MK0168  COUNTRY     -  US
 MK0168  USGS QUAD   -  TEKAMAH NW (2017)
 MK0168
 MK0168                         *CURRENT SURVEY CONTROL
 MK0168  ______________________________________________________________________
 MK0168* NAD 83(1986) POSITION- 41 57 37.     (N) 096 12 26.     (W)   SCALED
 MK0168* NAVD 88 ORTHO HEIGHT -   319.165 (meters)     1047.13  (feet) ADJUSTED
 MK0168  ______________________________________________________________________
 MK0168  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 MK0168  DYNAMIC HEIGHT  -        319.050 (meters)     1046.75  (feet) COMP
 MK0168  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 MK0168
 MK0168  VERT ORDER      -  SECOND    CLASS 0
 MK0168
 MK0168.The horizontal coordinates were scaled from a map and have
 MK0168.an estimated accuracy of +/- 6 seconds.
 MK0168
 MK0168.The orthometric height was determined by differential leveling and
 MK0168.adjusted by the NATIONAL GEODETIC SURVEY
 MK0168.in June 1991.
 MK0168
 MK0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0168.GEOID18 height accuracy estimate available here.
 MK0168
 MK0168.Click photographs - Photos may exist for this station.
 MK0168
 MK0168.The dynamic height is computed by dividing the NAVD 88
 MK0168.geopotential number by the normal gravity value computed on the
 MK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0168.degrees latitude (g = 980.6199 gals.).
 MK0168
 MK0168.The modeled gravity was interpolated from observed gravity values.
 MK0168
 MK0168;                    North         East    Units  Estimated Accuracy
 MK0168;SPC NE       -   243,040.      814,230.      MT  (+/- 180 meters Scaled)
 MK0168
 MK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM314491(NAD 83)
 MK0168
 MK0168                          SUPERSEDED SURVEY CONTROL
 MK0168
 MK0168  NGVD 29 (??/??/92)  319.022  (m)         1046.66   (f) ADJ UNCH    2 0
 MK0168
 MK0168.Superseded values are not recommended for survey control.
 MK0168
 MK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0168.See file dsdata.pdf to determine how the superseded data were derived.
 MK0168
 MK0168_MARKER: DB = BENCH MARK DISK
 MK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0168_STAMPING: H 242 1947
 MK0168_MARK LOGO: CGS
 MK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0168+STABILITY: SURFACE MOTION
 MK0168
 MK0168  HISTORY     - Date     Condition        Report By
 MK0168  HISTORY     - 1947     MONUMENTED       CGS
 MK0168  HISTORY     - 1974     GOOD             LOCSUR
 MK0168
 MK0168                          STATION DESCRIPTION
 MK0168
 MK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0168'5.2 MI SE FROM DECATUR.
 MK0168'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0168'AT DECATUR, THENCE 2.1 MILES EAST AND 1.75 MILE SOUTH ALONG A
 MK0168'GRAVEL ROAD, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 36.0 FEET
 MK0168'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 34.0 FEET NORTH
 MK0168'OF THE CENTER OF THE EAST-WEST ROAD, 9.0 FEET NORTHWEST OF
 MK0168'TELEPHONE POLE NO. 30/207, 2.3 FEET SOUTH OF A REFERENCE POST,
 MK0168'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING
 MK0168'0.2 FOOT.
 MK0168
 MK0168                          STATION RECOVERY (1974)
 MK0168
 MK0168'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0632 ***********************************************************************
 MK0632  DESIGNATION -  H 243
 MK0632  PID         -  MK0632
 MK0632  STATE/COUNTY-  NE/DOUGLAS
 MK0632  COUNTRY     -  US
 MK0632  USGS QUAD   -  IRVINGTON (2017)
 MK0632
 MK0632                         *CURRENT SURVEY CONTROL
 MK0632  ______________________________________________________________________
 MK0632* NAD 83(1986) POSITION- 41 19 08.     (N) 096 06 02.     (W)   SCALED
 MK0632* NAVD 88 ORTHO HEIGHT -   337.582 (meters)     1107.55  (feet) ADJUSTED
 MK0632  ______________________________________________________________________
 MK0632  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 MK0632  DYNAMIC HEIGHT  -        337.433 (meters)     1107.06  (feet) COMP
 MK0632  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 MK0632
 MK0632  VERT ORDER      -  SECOND    CLASS 0
 MK0632
 MK0632.The horizontal coordinates were scaled from a map and have
 MK0632.an estimated accuracy of +/- 6 seconds.
 MK0632
 MK0632.The orthometric height was determined by differential leveling and
 MK0632.adjusted by the NATIONAL GEODETIC SURVEY
 MK0632.in June 1991.
 MK0632
 MK0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0632.GEOID18 height accuracy estimate available here.
 MK0632
 MK0632.Click photographs - Photos may exist for this station.
 MK0632
 MK0632.The dynamic height is computed by dividing the NAVD 88
 MK0632.geopotential number by the normal gravity value computed on the
 MK0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0632.degrees latitude (g = 980.6199 gals.).
 MK0632
 MK0632.The modeled gravity was interpolated from observed gravity values.
 MK0632
 MK0632;                    North         East    Units  Estimated Accuracy
 MK0632;SPC NE       -   172,290.      826,270.      MT  (+/- 180 meters Scaled)
 MK0632
 MK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426782(NAD 83)
 MK0632
 MK0632                          SUPERSEDED SURVEY CONTROL
 MK0632
 MK0632  NGVD 29 (??/??/92)  337.459  (m)         1107.15   (f) ADJ UNCH    2 0
 MK0632
 MK0632.Superseded values are not recommended for survey control.
 MK0632
 MK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0632.See file dsdata.pdf to determine how the superseded data were derived.
 MK0632
 MK0632_MARKER: DB = BENCH MARK DISK
 MK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0632_STAMPING: H 243 1947
 MK0632_MARK LOGO: CGS
 MK0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0632+STABILITY: SURFACE MOTION
 MK0632
 MK0632  HISTORY     - Date     Condition        Report By
 MK0632  HISTORY     - 1947     MONUMENTED       CGS
 MK0632
 MK0632                          STATION DESCRIPTION
 MK0632
 MK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0632'3.4 MI W FROM IRVINGTON.
 MK0632'0.6 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 MK0632'IRVINGTON, THENCE 2.85 MILES NORTHWEST ALONG STATE HIGHWAY NO. 8,
 MK0632'IN THE NORTHWEST ANGLE OF A GRAVEL CROSS ROAD, 41.0 FEET NORTH
 MK0632'OF THE CENTER OF THE HIGHWAY, 33.0 FEET WEST OF THE CENTER OF THE
 MK0632'GRAVEL CROSS ROAD, 9.0 FEET NORTH OF THE NORTH SIDE OF A 3-FOOT
 MK0632'COTTONWOOD TREE, 3.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.0
 MK0632'FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0632'4 FEET ABOVE THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0585 ***********************************************************************
 MK0585  DESIGNATION -  H 244
 MK0585  PID         -  MK0585
 MK0585  STATE/COUNTY-  NE/DODGE
 MK0585  COUNTRY     -  US
 MK0585  USGS QUAD   -  FREMONT WEST (2017)
 MK0585
 MK0585                         *CURRENT SURVEY CONTROL
 MK0585  ______________________________________________________________________
 MK0585* NAD 83(1986) POSITION- 41 27 04.     (N) 096 30 42.     (W)   SCALED
 MK0585* NAVD 88 ORTHO HEIGHT -   365.499 (meters)     1199.14  (feet) ADJUSTED
 MK0585  ______________________________________________________________________
 MK0585  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 MK0585  DYNAMIC HEIGHT  -        365.334 (meters)     1198.60  (feet) COMP
 MK0585  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 MK0585
 MK0585  VERT ORDER      -  SECOND    CLASS 0
 MK0585
 MK0585.This mark is at Fremont Municipal Airport (FET)
 MK0585
 MK0585.The horizontal coordinates were scaled from a map and have
 MK0585.an estimated accuracy of +/- 6 seconds.
 MK0585
 MK0585.The orthometric height was determined by differential leveling and
 MK0585.adjusted by the NATIONAL GEODETIC SURVEY
 MK0585.in June 1991.
 MK0585
 MK0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0585.GEOID18 height accuracy estimate available here.
 MK0585
 MK0585.Click photographs - Photos may exist for this station.
 MK0585
 MK0585.The dynamic height is computed by dividing the NAVD 88
 MK0585.geopotential number by the normal gravity value computed on the
 MK0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0585.degrees latitude (g = 980.6199 gals.).
 MK0585
 MK0585.The modeled gravity was interpolated from observed gravity values.
 MK0585
 MK0585;                    North         East    Units  Estimated Accuracy
 MK0585;SPC NE       -   185,490.      791,300.      MT  (+/- 180 meters Scaled)
 MK0585
 MK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL078918(NAD 83)
 MK0585
 MK0585                          SUPERSEDED SURVEY CONTROL
 MK0585
 MK0585  NGVD 29 (??/??/92)  365.352  (m)         1198.66   (f) ADJ UNCH    2 0
 MK0585
 MK0585.Superseded values are not recommended for survey control.
 MK0585
 MK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0585.See file dsdata.pdf to determine how the superseded data were derived.
 MK0585
 MK0585_MARKER: DB = BENCH MARK DISK
 MK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0585_STAMPING: H 244 1947
 MK0585_MARK LOGO: CGS
 MK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0585+STABILITY: SURFACE MOTION
 MK0585
 MK0585  HISTORY     - Date     Condition        Report By
 MK0585  HISTORY     - 1947     MONUMENTED       CGS
 MK0585
 MK0585                          STATION DESCRIPTION
 MK0585
 MK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0585'AT FREMONT.
 MK0585'AT FREMONT, 1.1 MILE NORTH ALONG U.S. HIGHWAY NO. 77 AND 0.8
 MK0585'MILE WEST ALONG U.S. HIHGWAY NO. 30 FROM THE POST OFFICE, AT
 MK0585'THE FREMONT MUNICIPAL AIRPORT.  115.0 FEET WEST OF A FIRE
 MK0585'HYDRANT, IN A SMALL PARK IN FRONT OF THE ADMINISTRATION BUILDING
 MK0585'AT THE AIRPORT, 33.0 FEET SOUTH OF THE CENTER LINE OF U.S.
 MK0585'HIGHWAY NO. 30, 3.0 FEET SOUTH OF TELEPHONE POLE NO. 2.  A
 MK0585'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0585'2.0 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0371 ***********************************************************************
 MK0371  DESIGNATION -  H 245
 MK0371  PID         -  MK0371
 MK0371  STATE/COUNTY-  NE/BURT
 MK0371  COUNTRY     -  US
 MK0371  USGS QUAD   -  HERMAN (2017)
 MK0371
 MK0371                         *CURRENT SURVEY CONTROL
 MK0371  ______________________________________________________________________
 MK0371* NAD 83(1986) POSITION- 41 44 30.     (N) 096 14 25.     (W)   SCALED
 MK0371* NAVD 88 ORTHO HEIGHT -   331.762 (meters)     1088.46  (feet) ADJUSTED
 MK0371  ______________________________________________________________________
 MK0371  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 MK0371  DYNAMIC HEIGHT  -        331.631 (meters)     1088.03  (feet) COMP
 MK0371  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 MK0371
 MK0371  VERT ORDER      -  SECOND    CLASS 0
 MK0371
 MK0371.The horizontal coordinates were scaled from a map and have
 MK0371.an estimated accuracy of +/- 6 seconds.
 MK0371
 MK0371.The orthometric height was determined by differential leveling and
 MK0371.adjusted by the NATIONAL GEODETIC SURVEY
 MK0371.in June 1991.
 MK0371
 MK0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0371.GEOID18 height accuracy estimate available here.
 MK0371
 MK0371.Click photographs - Photos may exist for this station.
 MK0371
 MK0371.The dynamic height is computed by dividing the NAVD 88
 MK0371.geopotential number by the normal gravity value computed on the
 MK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0371.degrees latitude (g = 980.6199 gals.).
 MK0371
 MK0371.The modeled gravity was interpolated from observed gravity values.
 MK0371
 MK0371;                    North         East    Units  Estimated Accuracy
 MK0371;SPC NE       -   218,670.      812,550.      MT  (+/- 180 meters Scaled)
 MK0371
 MK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM294247(NAD 83)
 MK0371
 MK0371                          SUPERSEDED SURVEY CONTROL
 MK0371
 MK0371  NGVD 29 (??/??/92)  331.625  (m)         1088.01   (f) ADJ UNCH    2 0
 MK0371
 MK0371.Superseded values are not recommended for survey control.
 MK0371
 MK0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0371.See file dsdata.pdf to determine how the superseded data were derived.
 MK0371
 MK0371_MARKER: DB = BENCH MARK DISK
 MK0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0371_STAMPING: H 245 1947
 MK0371_MARK LOGO: CGS
 MK0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0371+STABILITY: SURFACE MOTION
 MK0371
 MK0371  HISTORY     - Date     Condition        Report By
 MK0371  HISTORY     - 1947     MONUMENTED       CGS
 MK0371
 MK0371                          STATION DESCRIPTION
 MK0371
 MK0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0371'2.4 MI SW FROM TEKAMAH.
 MK0371'2.35 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 MK0371'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH, AT
 MK0371'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 40.0 FEET SOUTHWEST
 MK0371'OF R E A POWER LINE POLE NO. B8 74, 33.0 FEET NORTHWEST OF THE
 MK0371'CENTER OF THE ROAD, 2.5 FEET NORTHEAST OF A FENCE CORNER POST
 MK0371'WHICH IS IN LINE WITH THE CENTER OF THE GRAVEL ROAD LEADING
 MK0371'EAST AND ALSO IN LINE WITH AN EAST-WEST ROW OF LARGE LOCUST
 MK0371'TREES, 1.8 FOOT SOUTHWEST OF A REFERENCE POST, 0.8 FOOT SOUTHEAST
 MK0371'OF THE NORTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0371'ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0588 ***********************************************************************
 NM0588  DESIGNATION -  H 246
 NM0588  PID         -  NM0588
 NM0588  STATE/COUNTY-  NE/CUMING
 NM0588  COUNTRY     -  US
 NM0588  USGS QUAD   -  PENDER (2017)
 NM0588
 NM0588                         *CURRENT SURVEY CONTROL
 NM0588  ______________________________________________________________________
 NM0588* NAD 83(1986) POSITION- 42 04 33.     (N) 096 39 38.     (W)   SCALED
 NM0588* NAVD 88 ORTHO HEIGHT -   400.036 (meters)     1312.45  (feet) ADJUSTED
 NM0588  ______________________________________________________________________
 NM0588  GEOID HEIGHT    -        -25.467 (meters)                     GEOID18
 NM0588  DYNAMIC HEIGHT  -        399.893 (meters)     1311.98  (feet) COMP
 NM0588  MODELED GRAVITY -    980,251.3   (mgal)                       NAVD 88
 NM0588
 NM0588  VERT ORDER      -  SECOND    CLASS 0
 NM0588
 NM0588.The horizontal coordinates were scaled from a map and have
 NM0588.an estimated accuracy of +/- 6 seconds.
 NM0588
 NM0588.The orthometric height was determined by differential leveling and
 NM0588.adjusted by the NATIONAL GEODETIC SURVEY
 NM0588.in June 1991.
 NM0588
 NM0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0588.GEOID18 height accuracy estimate available here.
 NM0588
 NM0588.Click photographs - Photos may exist for this station.
 NM0588
 NM0588.The dynamic height is computed by dividing the NAVD 88
 NM0588.geopotential number by the normal gravity value computed on the
 NM0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0588.degrees latitude (g = 980.6199 gals.).
 NM0588
 NM0588.The modeled gravity was interpolated from observed gravity values.
 NM0588
 NM0588;                    North         East    Units  Estimated Accuracy
 NM0588;SPC NE       -   254,310.      776,200.      MT  (+/- 180 meters Scaled)
 NM0588
 NM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM935608(NAD 83)
 NM0588
 NM0588                          SUPERSEDED SURVEY CONTROL
 NM0588
 NM0588  NGVD 29 (??/??/92)  399.880  (m)         1311.94   (f) ADJ UNCH    2 0
 NM0588
 NM0588.Superseded values are not recommended for survey control.
 NM0588
 NM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0588.See file dsdata.pdf to determine how the superseded data were derived.
 NM0588
 NM0588_MARKER: DB = BENCH MARK DISK
 NM0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0588_STAMPING: H 246 1947
 NM0588_MARK LOGO: CGS
 NM0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0588+STABILITY: SURFACE MOTION
 NM0588
 NM0588  HISTORY     - Date     Condition        Report By
 NM0588  HISTORY     - 1947     MONUMENTED       CGS
 NM0588
 NM0588                          STATION DESCRIPTION
 NM0588
 NM0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0588'3.6 MI SE FROM PENDER.
 NM0588'3.55 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0588'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0588'PENDER, 0.25 MILE NORTHWEST OF A BRIDGE OVER A CREEK, 64.3
 NM0588'FEET NORTHWEST OF THE NORTHWEST END OF A 3-FOOT CONCRETE PIPE
 NM0588'CULVERT UNDER AN EAST-WEST DIRT ROAD, 53.8 FEET SOUTHWEST OF THE
 NM0588'SOUTHWEST RAIL OF THE TRACK, 48.0 FEET NORTH OF THE CENTER OF
 NM0588'THE EAST-WEST DIRT ROAD, 30.7 FEET SOUTHWEST OF MILE POST
 NM0588'SU.C. 45, 2.0 FEET NORTHWEST OF A REFERENCE POST, 0.8 FOOT
 NM0588'NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 NM0588'POST ABOUT 5 FEET BELOW THE TRACK AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0431 ***********************************************************************
 MK0431  DESIGNATION -  H 247 RESET
 MK0431  PID         -  MK0431
 MK0431  STATE/COUNTY-  NE/WASHINGTON
 MK0431  COUNTRY     -  US
 MK0431  USGS QUAD   -  ORUM (2017)
 MK0431
 MK0431                         *CURRENT SURVEY CONTROL
 MK0431  ______________________________________________________________________
 MK0431* NAD 83(1986) POSITION- 41 32 17.     (N) 096 20 53.     (W)   SCALED
 MK0431* NAVD 88 ORTHO HEIGHT -   361.66  (meters)     1186.5   (feet) RESET
 MK0431  ______________________________________________________________________
 MK0431  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 MK0431  VERT ORDER      -  THIRD
 MK0431
 MK0431.The horizontal coordinates were scaled from a map and have
 MK0431.an estimated accuracy of +/- 6 seconds.
 MK0431
 MK0431.The orthometric height was computed from unverified reset data.
 MK0431
 MK0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0431.GEOID18 height accuracy estimate available here.
 MK0431
 MK0431.Click photographs - Photos may exist for this station.
 MK0431
 MK0431;                    North         East    Units  Estimated Accuracy
 MK0431;SPC NE       -   195,700.      804,550.      MT  (+/- 180 meters Scaled)
 MK0431
 MK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM212018(NAD 83)
 MK0431
 MK0431                          SUPERSEDED SURVEY CONTROL
 MK0431
 MK0431  NGVD 29 (??/??/??)  361.52   (m)         1186.1    (f) RESET       3  
 MK0431
 MK0431.Superseded values are not recommended for survey control.
 MK0431
 MK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0431.See file dsdata.pdf to determine how the superseded data were derived.
 MK0431
 MK0431_MARKER: DB = BENCH MARK DISK
 MK0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0431_STAMPING: H 247 1947 RESET 1964
 MK0431_MARK LOGO: CGS
 MK0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0431+STABILITY: SURFACE MOTION
 MK0431
 MK0431  HISTORY     - Date     Condition        Report By
 MK0431  HISTORY     - 1964     MONUMENTED       BOR
 MK0431
 MK0431                          STATION DESCRIPTION
 MK0431
 MK0431'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0431'4.5 MI W FROM ORUM.
 MK0431'ABOUT 0.5 MILE SOUTH AND 4.0 MILES WEST ALONG STATE HIGHWAY 91
 MK0431'FROM THE SCHOOL AT ORUM, AT THE JUNCTION OF A PRIVATE ROAD
 MK0431'LEADING SOUTH TO A FARM HOUSE, 61 FEET SOUTH OF THE CENTER LINE OF
 MK0431'HIGHWAY 91, 40 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 21
 MK0431'FEET SOUTH AND 24 FEET WEST OF THE ORIGINAL LOCATION OF THE OLD
 MK0431'MARK, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0542 ***********************************************************************
 NM0542  DESIGNATION -  H 248
 NM0542  PID         -  NM0542
 NM0542  STATE/COUNTY-  NE/THURSTON
 NM0542  COUNTRY     -  US
 NM0542  USGS QUAD   -  WALTHILL SW (2017)
 NM0542
 NM0542                         *CURRENT SURVEY CONTROL
 NM0542  ______________________________________________________________________
 NM0542* NAD 83(1986) POSITION- 42 02 45.     (N) 096 26 37.     (W)   SCALED
 NM0542* NAVD 88 ORTHO HEIGHT -   433.790 (meters)     1423.19  (feet) ADJUSTED
 NM0542  ______________________________________________________________________
 NM0542  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 NM0542  DYNAMIC HEIGHT  -        433.634 (meters)     1422.68  (feet) COMP
 NM0542  MODELED GRAVITY -    980,248.4   (mgal)                       NAVD 88
 NM0542
 NM0542  VERT ORDER      -  SECOND    CLASS 0
 NM0542
 NM0542.The horizontal coordinates were scaled from a map and have
 NM0542.an estimated accuracy of +/- 6 seconds.
 NM0542
 NM0542.The orthometric height was determined by differential leveling and
 NM0542.adjusted by the NATIONAL GEODETIC SURVEY
 NM0542.in June 1991.
 NM0542
 NM0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0542.GEOID18 height accuracy estimate available here.
 NM0542
 NM0542.Click photographs - Photos may exist for this station.
 NM0542
 NM0542.The dynamic height is computed by dividing the NAVD 88
 NM0542.geopotential number by the normal gravity value computed on the
 NM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0542.degrees latitude (g = 980.6199 gals.).
 NM0542
 NM0542.The modeled gravity was interpolated from observed gravity values.
 NM0542
 NM0542;                    North         East    Units  Estimated Accuracy
 NM0542;SPC NE       -   251,700.      794,270.      MT  (+/- 180 meters Scaled)
 NM0542
 NM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM115580(NAD 83)
 NM0542
 NM0542                          SUPERSEDED SURVEY CONTROL
 NM0542
 NM0542  NGVD 29 (??/??/92)  433.637  (m)         1422.69   (f) ADJ UNCH    2 0
 NM0542
 NM0542.Superseded values are not recommended for survey control.
 NM0542
 NM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0542.See file dsdata.pdf to determine how the superseded data were derived.
 NM0542
 NM0542_MARKER: DB = BENCH MARK DISK
 NM0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0542_STAMPING: H 248 1947
 NM0542_MARK LOGO: CGS
 NM0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0542+STABILITY: SURFACE MOTION
 NM0542
 NM0542  HISTORY     - Date     Condition        Report By
 NM0542  HISTORY     - 1947     MONUMENTED       CGS
 NM0542
 NM0542                          STATION DESCRIPTION
 NM0542
 NM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0542'4 MI SE FROM ROSALIE.
 NM0542'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0542'EAST 3.5 MILES ALONG A DIRT AND GRAVEL ROAD, 1.0 MILE EAST OF
 NM0542'BENCH MARK G 239, AT A DIRT T-ROAD, 63.3 FEET SOUTHEAST OF A
 NM0542'POWER POLE, 57.5 FEET EAST OF THE CENTER OF THE ROAD LEADING
 NM0542'SOUTH, 25.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 8.3
 NM0542'FEET EAST OF A GATE POST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE,
 NM0542'2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0542'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0466 ***********************************************************************
 MK0466  DESIGNATION -  H 249
 MK0466  PID         -  MK0466
 MK0466  STATE/COUNTY-  NE/BURT
 MK0466  COUNTRY     -  US
 MK0466  USGS QUAD   -  LYONS (2017)
 MK0466
 MK0466                         *CURRENT SURVEY CONTROL
 MK0466  ______________________________________________________________________
 MK0466* NAD 83(1986) POSITION- 41 56 41.     (N) 096 24 18.     (W)   SCALED
 MK0466* NAVD 88 ORTHO HEIGHT -   428.920 (meters)     1407.22  (feet) ADJUSTED
 MK0466  ______________________________________________________________________
 MK0466  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 MK0466  DYNAMIC HEIGHT  -        428.766 (meters)     1406.71  (feet) COMP
 MK0466  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 MK0466
 MK0466  VERT ORDER      -  SECOND    CLASS 0
 MK0466
 MK0466.The horizontal coordinates were scaled from a map and have
 MK0466.an estimated accuracy of +/- 6 seconds.
 MK0466
 MK0466.The orthometric height was determined by differential leveling and
 MK0466.adjusted by the NATIONAL GEODETIC SURVEY
 MK0466.in June 1991.
 MK0466
 MK0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0466.GEOID18 height accuracy estimate available here.
 MK0466
 MK0466.Click photographs - Photos may exist for this station.
 MK0466
 MK0466.The dynamic height is computed by dividing the NAVD 88
 MK0466.geopotential number by the normal gravity value computed on the
 MK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0466.degrees latitude (g = 980.6199 gals.).
 MK0466
 MK0466.The modeled gravity was interpolated from observed gravity values.
 MK0466
 MK0466;                    North         East    Units  Estimated Accuracy
 MK0466;SPC NE       -   240,620.      797,930.      MT  (+/- 180 meters Scaled)
 MK0466
 MK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM151468(NAD 83)
 MK0466
 MK0466                          SUPERSEDED SURVEY CONTROL
 MK0466
 MK0466  NGVD 29 (??/??/92)  428.772  (m)         1406.73   (f) ADJ UNCH    2 0
 MK0466
 MK0466.Superseded values are not recommended for survey control.
 MK0466
 MK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0466.See file dsdata.pdf to determine how the superseded data were derived.
 MK0466
 MK0466_MARKER: DB = BENCH MARK DISK
 MK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0466_STAMPING: H 249 1947
 MK0466_MARK LOGO: CGS
 MK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0466+STABILITY: SURFACE MOTION
 MK0466
 MK0466  HISTORY     - Date     Condition        Report By
 MK0466  HISTORY     - 1947     MONUMENTED       CGS
 MK0466
 MK0466                          STATION DESCRIPTION
 MK0466
 MK0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0466'3.5 MI NE FROM LYONS.
 MK0466'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION WITH
 MK0466'U.S. HIGHWAY NO. 77 AT LYONS, THENCE NORTH 0.5 MILE ALONG A GRAVEL
 MK0466'ROAD, AT A FARM HOUSE AND A T-ROAD LEADING EAST, 40.7 FEET EAST
 MK0466'OF THE CENTER OF THE NORTH-SOUTH ROAD, 34.6 FEET SOUTH OF THE
 MK0466'CENTER OF THE T-ROAD, 13.2 FEET NORTHEAST OF A TELEPHONE POLE, 7.6
 MK0466'FEET EAST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A WIRE FENCE,
 MK0466'2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 MK0466'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0752 ***********************************************************************
 LH0752  DESIGNATION -  H 25 RESET
 LH0752  PID         -  LH0752
 LH0752  STATE/COUNTY-  NE/FURNAS
 LH0752  COUNTRY     -  US
 LH0752  USGS QUAD   -  ARAPAHOE (2017)
 LH0752
 LH0752                         *CURRENT SURVEY CONTROL
 LH0752  ______________________________________________________________________
 LH0752* NAD 83(1986) POSITION- 40 18 17.98   (N) 099 57 00.46   (W)   HD_HELD1
 LH0752* NAVD 88 ORTHO HEIGHT -   667.835 (meters)     2191.06  (feet) ADJUSTED
 LH0752  ______________________________________________________________________
 LH0752  GEOID HEIGHT    -        -24.618 (meters)                     GEOID18
 LH0752  DYNAMIC HEIGHT  -        667.411 (meters)     2189.66  (feet) COMP
 LH0752  MODELED GRAVITY -    979,968.3   (mgal)                       NAVD 88
 LH0752
 LH0752  VERT ORDER      -  FIRST     CLASS II
 LH0752
 LH0752.The horizontal coordinates were determined by differentially corrected
 LH0752.hand held GPS observations or other comparable positioning techniques
 LH0752.and have an estimated accuracy of +/- 3 meters.
 LH0752
 LH0752.The orthometric height was determined by differential leveling and
 LH0752.adjusted by the NATIONAL GEODETIC SURVEY
 LH0752.in June 1991.
 LH0752
 LH0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0752.GEOID18 height accuracy estimate available here.
 LH0752
 LH0752.Click photographs - Photos may exist for this station.
 LH0752
 LH0752.The dynamic height is computed by dividing the NAVD 88
 LH0752.geopotential number by the normal gravity value computed on the
 LH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0752.degrees latitude (g = 980.6199 gals.).
 LH0752
 LH0752.The modeled gravity was interpolated from observed gravity values.
 LH0752
 LH0752;                    North         East    Units  Estimated Accuracy
 LH0752;SPC NE       -    52,371.1     504,239.2     MT  (+/- 3 meters HH1 GPS) 
 LH0752
 LH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1925862042(NAD 83)
 LH0752
 LH0752                          SUPERSEDED SURVEY CONTROL
 LH0752
 LH0752  NGVD 29 (??/??/??)  667.55   (m)         2190.1    (f) RESET       3  
 LH0752  NGVD 29 (02/14/92)  667.539  (m)         2190.08   (f) ADJUSTED    1 2
 LH0752
 LH0752.Superseded values are not recommended for survey control.
 LH0752
 LH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0752.See file dsdata.pdf to determine how the superseded data were derived.
 LH0752
 LH0752_MARKER: DB = BENCH MARK DISK
 LH0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0752_STAMPING: H 25 RESET 1951 1933 2189.271 2190.110
 LH0752_MARK LOGO: CGS
 LH0752_PROJECTION: FLUSH
 LH0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0752+STABILITY: SURFACE MOTION
 LH0752
 LH0752  HISTORY     - Date     Condition        Report By
 LH0752  HISTORY     - 1951     MONUMENTED       USGS
 LH0752  HISTORY     - 1986     GOOD             NGS
 LH0752
 LH0752                          STATION DESCRIPTION
 LH0752
 LH0752'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 LH0752'2.7 MI W FROM ARAPAHOE.
 LH0752'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0752'FROM THE STATION AT ARAPAHOE, FURNAS COUNTY, 213 FEET WEST
 LH0752'OF MILEPOST 251, AT THE CROSSING OF A COUNTY ROAD, 126 FEET
 LH0752'EAST OF THE CENTERLINE OF THE ROAD, 43.6 FEET NORTH OF THE
 LH0752'NORTH RAIL, AND 3.5 FEET SOUTH OF A RIGHT-OF-WAY FENCE.  A
 LH0752'STANDARD DISK, STAMPED 2190.110 H 25 RESET 1951 AND SET IN THE
 LH0752'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 LH0752
 LH0752                          STATION RECOVERY (1986)
 LH0752
 LH0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0752'RECOVERED IN GOOD CONDITION.  THE 1951 DESCRIPTION IS ADEQUATE EXCEPT
 LH0752'OMIT--126.0 FT. EAST OF THE CENTER OF THE ROAD AND ADD--31.1 METERS
 LH0752'(102 FT) EAST OF THE CENTER OF THE ROAD.  NOTE--THE DISK IS STAMPED AS
 LH0752'SHOWN ABOVE AND NOT AS DESCRIBED IN 1951, WHICH WAS 2190.110 H 25
 LH0752'RESET 1951.
 LH0752'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 LH0752'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0260 ***********************************************************************
 LH0260  DESIGNATION -  H 250
 LH0260  PID         -  LH0260
 LH0260  STATE/COUNTY-  NE/WEBSTER
 LH0260  COUNTRY     -  US
 LH0260  USGS QUAD   -  BLUE HILL (2017)
 LH0260
 LH0260                         *CURRENT SURVEY CONTROL
 LH0260  ______________________________________________________________________
 LH0260* NAD 83(1986) POSITION- 40 15 41.     (N) 098 26 38.     (W)   SCALED
 LH0260* NAVD 88 ORTHO HEIGHT -   595.997 (meters)     1955.37  (feet) ADJUSTED
 LH0260  ______________________________________________________________________
 LH0260  GEOID HEIGHT    -        -25.890 (meters)                     GEOID18
 LH0260  DYNAMIC HEIGHT  -        595.633 (meters)     1954.17  (feet) COMP
 LH0260  MODELED GRAVITY -    979,996.7   (mgal)                       NAVD 88
 LH0260
 LH0260  VERT ORDER      -  FIRST     CLASS II
 LH0260
 LH0260.The horizontal coordinates were scaled from a map and have
 LH0260.an estimated accuracy of +/- 6 seconds.
 LH0260
 LH0260.The orthometric height was determined by differential leveling and
 LH0260.adjusted by the NATIONAL GEODETIC SURVEY
 LH0260.in June 1991.
 LH0260
 LH0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0260.GEOID18 height accuracy estimate available here.
 LH0260
 LH0260.Click photographs - Photos may exist for this station.
 LH0260
 LH0260.The dynamic height is computed by dividing the NAVD 88
 LH0260.geopotential number by the normal gravity value computed on the
 LH0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0260.degrees latitude (g = 980.6199 gals.).
 LH0260
 LH0260.The modeled gravity was interpolated from observed gravity values.
 LH0260
 LH0260;                    North         East    Units  Estimated Accuracy
 LH0260;SPC NE       -    48,720.      632,350.      MT  (+/- 180 meters Scaled)
 LH0260
 LH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK472569(NAD 83)
 LH0260
 LH0260                          SUPERSEDED SURVEY CONTROL
 LH0260
 LH0260  NGVD 29 (??/??/92)  595.764  (m)         1954.60   (f) ADJ UNCH    1 2
 LH0260
 LH0260.Superseded values are not recommended for survey control.
 LH0260
 LH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0260.See file dsdata.pdf to determine how the superseded data were derived.
 LH0260
 LH0260_MARKER: DB = BENCH MARK DISK
 LH0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0260_STAMPING: H 250 1947
 LH0260_MARK LOGO: CGS
 LH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0260+STABILITY: SURFACE MOTION
 LH0260
 LH0260  HISTORY     - Date     Condition        Report By
 LH0260  HISTORY     - 1947     MONUMENTED       CGS
 LH0260  HISTORY     - 1981     MARK NOT FOUND   NGS
 LH0260
 LH0260                          STATION DESCRIPTION
 LH0260
 LH0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0260'5.1 MI S FROM BLUE HILL.
 LH0260'5.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0260'FROM THE STATION AT BLUE HILL, 500.0 FEET SOUTH OF THE EXTENDED
 LH0260'CENTER LINE OF A ROAD LEADING TO THE EAST FROM A ROAD THAT
 LH0260'PARALLELS THE RAILWAY, 324.0 FEET NORTH OF THE NORTH END OF THE
 LH0260'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE ROAD THAT
 LH0260'PARALLELS THE RAILWAY, 140.2 FEET SOUTHWEST OF A FENCE CORNER
 LH0260'AND ACROSS THE ROAD FROM IT, 64.0 FEET WEST OF THE CENTER LINE
 LH0260'OF THE ROAD, 38.1 FEET EAST OF THE EAST RAIL AND 2 FEET HIGHER,
 LH0260'11.8 FEET NORTH OF A TELEGRAPH POLE AND IN LINE WITH A ROW
 LH0260'OF POLES, 3.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 LH0260'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0260
 LH0260                          STATION RECOVERY (1981)
 LH0260
 LH0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0260'TALL GRASS AND WEEDS HAMPERED THE SEARCH SOMEWAY, IT IS POSSIBLE THE
 LH0260'MARK IS STILL THERE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0196 ***********************************************************************
 LH0196  DESIGNATION -  H 251
 LH0196  PID         -  LH0196
 LH0196  STATE/COUNTY-  NE/NUCKOLLS
 LH0196  COUNTRY     -  US
 LH0196  USGS QUAD   -  SUPERIOR (2017)
 LH0196
 LH0196                         *CURRENT SURVEY CONTROL
 LH0196  ______________________________________________________________________
 LH0196* NAD 83(1986) POSITION- 40 01 20.8    (N) 098 03 57.3    (W)   HD_HELD2
 LH0196* NAVD 88 ORTHO HEIGHT -   486.385 (meters)     1595.75  (feet) ADJUSTED
 LH0196  ______________________________________________________________________
 LH0196  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 LH0196  DYNAMIC HEIGHT  -        486.101 (meters)     1594.82  (feet) COMP
 LH0196  MODELED GRAVITY -    980,025.9   (mgal)                       NAVD 88
 LH0196
 LH0196  VERT ORDER      -  FIRST     CLASS II
 LH0196
 LH0196.The horizontal coordinates were established by autonomous hand held GPS
 LH0196.observations and have an estimated accuracy of +/- 10 meters.
 LH0196
 LH0196.The orthometric height was determined by differential leveling and
 LH0196.adjusted by the NATIONAL GEODETIC SURVEY
 LH0196.in June 1991.
 LH0196
 LH0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0196.GEOID18 height accuracy estimate available here.
 LH0196
 LH0196.Click photographs - Photos may exist for this station.
 LH0196
 LH0196.The dynamic height is computed by dividing the NAVD 88
 LH0196.geopotential number by the normal gravity value computed on the
 LH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0196.degrees latitude (g = 980.6199 gals.).
 LH0196
 LH0196.The modeled gravity was interpolated from observed gravity values.
 LH0196
 LH0196;                    North         East    Units  Estimated Accuracy
 LH0196;SPC NE       -    22,845.      665,089.      MT  (+/- 10 meters HH2 GPS)
 LH0196
 LH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7970730666(NAD 83)
 LH0196
 LH0196                          SUPERSEDED SURVEY CONTROL
 LH0196
 LH0196  NGVD 29 (??/??/92)  486.210  (m)         1595.17   (f) ADJ UNCH    1 2
 LH0196
 LH0196.Superseded values are not recommended for survey control.
 LH0196
 LH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0196.See file dsdata.pdf to determine how the superseded data were derived.
 LH0196
 LH0196_MARKER: DB = BENCH MARK DISK
 LH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0196_STAMPING: H 251 1947
 LH0196_MARK LOGO: CGS
 LH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0196+STABILITY: SURFACE MOTION
 LH0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0196+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 LH0196
 LH0196  HISTORY     - Date     Condition        Report By
 LH0196  HISTORY     - 1947     MONUMENTED       CGS
 LH0196  HISTORY     - 20060517 GOOD             INDIV
 LH0196
 LH0196                          STATION DESCRIPTION
 LH0196
 LH0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0196'AT SUPERIOR.
 LH0196'AT SUPERIOR, AT THE CITY PARK WHICH IS LOCATED ALONG STATE
 LH0196'HIGHWAY NO. 14, NEAR THE SWIMMING POOL, 28.5 FEET SOUTHWEST OF
 LH0196'THE SOUTHWEST CORNER OF THE GRANITE BASE OF A MONUMENT, 8.1 FEET
 LH0196'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST SIDE
 LH0196'WALK, 2.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 LH0196'BASE OF AN OLD ARTILLERY GUN, SET IN TOP OF A CONCRETE POST
 LH0196'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LH0196
 LH0196                          STATION RECOVERY (2006)
 LH0196
 LH0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0196'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0318 ***********************************************************************
 LH0318  DESIGNATION -  H 252
 LH0318  PID         -  LH0318
 LH0318  STATE/COUNTY-  NE/ADAMS
 LH0318  COUNTRY     -  US
 LH0318  USGS QUAD   -  AYR (2017)
 LH0318
 LH0318                         *CURRENT SURVEY CONTROL
 LH0318  ______________________________________________________________________
 LH0318* NAD 83(1986) POSITION- 40 28 01.     (N) 098 28 37.     (W)   SCALED
 LH0318* NAVD 88 ORTHO HEIGHT -   566.740 (meters)     1859.38  (feet) ADJUSTED
 LH0318  ______________________________________________________________________
 LH0318  GEOID HEIGHT    -        -25.403 (meters)                     GEOID18
 LH0318  DYNAMIC HEIGHT  -        566.418 (meters)     1858.32  (feet) COMP
 LH0318  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 LH0318
 LH0318  VERT ORDER      -  FIRST     CLASS II
 LH0318
 LH0318.The horizontal coordinates were scaled from a map and have
 LH0318.an estimated accuracy of +/- 6 seconds.
 LH0318
 LH0318.The orthometric height was determined by differential leveling and
 LH0318.adjusted by the NATIONAL GEODETIC SURVEY
 LH0318.in June 1991.
 LH0318
 LH0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0318.GEOID18 height accuracy estimate available here.
 LH0318
 LH0318.Click photographs - Photos may exist for this station.
 LH0318
 LH0318.The dynamic height is computed by dividing the NAVD 88
 LH0318.geopotential number by the normal gravity value computed on the
 LH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0318.degrees latitude (g = 980.6199 gals.).
 LH0318
 LH0318.The modeled gravity was interpolated from observed gravity values.
 LH0318
 LH0318;                    North         East    Units  Estimated Accuracy
 LH0318;SPC NE       -    71,490.      629,140.      MT  (+/- 180 meters Scaled)
 LH0318
 LH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK443797(NAD 83)
 LH0318
 LH0318                          SUPERSEDED SURVEY CONTROL
 LH0318
 LH0318  NGVD 29 (??/??/92)  566.512  (m)         1858.63   (f) ADJ UNCH    1 2
 LH0318
 LH0318.Superseded values are not recommended for survey control.
 LH0318
 LH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0318.See file dsdata.pdf to determine how the superseded data were derived.
 LH0318
 LH0318_MARKER: DB = BENCH MARK DISK
 LH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0318_STAMPING: H 252 1947
 LH0318_MARK LOGO: CGS
 LH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0318+STABILITY: SURFACE MOTION
 LH0318
 LH0318  HISTORY     - Date     Condition        Report By
 LH0318  HISTORY     - 1947     MONUMENTED       CGS
 LH0318
 LH0318                          STATION DESCRIPTION
 LH0318
 LH0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0318'4 MI NW FROM AYR.
 LH0318'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0318'FROM THE STATION AT AYR, THENCE WEST 2.6 MILES ALONG THE CHICAGO,
 LH0318'BURLINGTON AND QUINCY BRANCH LINE, IN THE NORTHEAST QUARTER
 LH0318'OF A ROAD CROSSING, 84.4 FEET NORTH OF THE NORTH RAIL OF THE
 LH0318'TRACK, 31.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 29.0 FEET
 LH0318'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 1.6 FEET
 LH0318'WEST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE
 LH0318'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0766 ***********************************************************************
 MJ0766  DESIGNATION -  H 253
 MJ0766  PID         -  MJ0766
 MJ0766  STATE/COUNTY-  NE/DOUGLAS
 MJ0766  COUNTRY     -  US
 MJ0766  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0766
 MJ0766                         *CURRENT SURVEY CONTROL
 MJ0766  ______________________________________________________________________
 MJ0766* NAD 83(1986) POSITION- 41 19 24.     (N) 095 56 44.     (W)   SCALED
 MJ0766* NAVD 88 ORTHO HEIGHT -   306.008 (meters)     1003.96  (feet) ADJUSTED
 MJ0766  ______________________________________________________________________
 MJ0766  GEOID HEIGHT    -        -27.843 (meters)                     GEOID18
 MJ0766  DYNAMIC HEIGHT  -        305.877 (meters)     1003.53  (feet) COMP
 MJ0766  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 MJ0766
 MJ0766  VERT ORDER      -  FIRST     CLASS II
 MJ0766
 MJ0766.The horizontal coordinates were scaled from a map and have
 MJ0766.an estimated accuracy of +/- 6 seconds.
 MJ0766
 MJ0766.The orthometric height was determined by differential leveling and
 MJ0766.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0766.in June 1991.
 MJ0766
 MJ0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0766.GEOID18 height accuracy estimate available here.
 MJ0766
 MJ0766.Click photographs - Photos may exist for this station.
 MJ0766
 MJ0766.The dynamic height is computed by dividing the NAVD 88
 MJ0766.geopotential number by the normal gravity value computed on the
 MJ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0766.degrees latitude (g = 980.6199 gals.).
 MJ0766
 MJ0766.The modeled gravity was interpolated from observed gravity values.
 MJ0766
 MJ0766;                    North         East    Units  Estimated Accuracy
 MJ0766;SPC NE       -   173,380.      839,210.      MT  (+/- 180 meters Scaled)
 MJ0766
 MJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534788(NAD 83)
 MJ0766
 MJ0766                          SUPERSEDED SURVEY CONTROL
 MJ0766
 MJ0766  NGVD 29 (??/??/92)  305.894  (m)         1003.59   (f) ADJ UNCH    1 2
 MJ0766
 MJ0766.Superseded values are not recommended for survey control.
 MJ0766
 MJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0766.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0766
 MJ0766_MARKER: DB = BENCH MARK DISK
 MJ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0766_STAMPING: H 253 1947
 MJ0766_MARK LOGO: CGS
 MJ0766_PROJECTION: FLUSH
 MJ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0766+STABILITY: SURFACE MOTION
 MJ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0766+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ0766
 MJ0766  HISTORY     - Date     Condition        Report By
 MJ0766  HISTORY     - 1947     MONUMENTED       CGS
 MJ0766  HISTORY     - 1976     GOOD             LOCSUR
 MJ0766  HISTORY     - 19890802 GOOD             NGS
 MJ0766
 MJ0766                          STATION DESCRIPTION
 MJ0766
 MJ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0766'AT OMAHA.
 MJ0766'AT OMAHA, AT THE INTERSECTION OF READ STREET AND FLORENCE
 MJ0766'BOULEVARD, 75 FEET NORTH OF THE CENTER LINE OF READ STREET,
 MJ0766'29.7 FEET SOUTHWEST OF AND 1 FOOT HIGHER THAN THE CENTER LINE
 MJ0766'OF FLORENCE BOULEVARD, 15.4 FEET SOUTHEAST OF A 10-INCH MAPLE
 MJ0766'TREE, IN LINE WITH A ROW OF TREES, 14 FEET NORTHWEST OF A
 MJ0766'10-INCH ELM TREE, 11.2 FEET SOUTHWEST OF THE SOUTHWEST CURB
 MJ0766'OF FLORENCE BOULEVARD, SET IN THE TOP OF A CONCRETE POST
 MJ0766'WHICH IS FLUSH WITH THE GROUND.
 MJ0766
 MJ0766                          STATION RECOVERY (1976)
 MJ0766
 MJ0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0766'RECOVERED IN GOOD CONDITION.
 MJ0766
 MJ0766                          STATION RECOVERY (1989)
 MJ0766
 MJ0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0766'CHANGE--10-INCH MAPLE TREE, TO 36-INCH MAPLE TREE.  DELETE--14 FEET
 MJ0766'NORTHWEST OF A 10-INCH ELM TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1810 ***********************************************************************
 MK1810  DESIGNATION -  H 254
 MK1810  PID         -  MK1810
 MK1810  STATE/COUNTY-  NE/DOUGLAS
 MK1810  COUNTRY     -  US
 MK1810  USGS QUAD   -  IRVINGTON (2017)
 MK1810
 MK1810                         *CURRENT SURVEY CONTROL
 MK1810  ______________________________________________________________________
 MK1810* NAD 83(1986) POSITION- 41 15 33.0    (N) 096 00 05.8    (W)   HD_HELD2
 MK1810* NAVD 88 ORTHO HEIGHT -   332.806 (meters)     1091.88  (feet) ADJUSTED
 MK1810  ______________________________________________________________________
 MK1810  GEOID HEIGHT    -        -27.473 (meters)                     GEOID18
 MK1810  DYNAMIC HEIGHT  -        332.664 (meters)     1091.42  (feet) COMP
 MK1810  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 MK1810
 MK1810  VERT ORDER      -  FIRST     CLASS II
 MK1810
 MK1810.The horizontal coordinates were established by autonomous hand held GPS
 MK1810.observations and have an estimated accuracy of +/- 10 meters.
 MK1810
 MK1810.The orthometric height was determined by differential leveling and
 MK1810.adjusted by the NATIONAL GEODETIC SURVEY
 MK1810.in June 1991.
 MK1810
 MK1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1810.GEOID18 height accuracy estimate available here.
 MK1810
 MK1810.Click photographs - Photos may exist for this station.
 MK1810
 MK1810.The dynamic height is computed by dividing the NAVD 88
 MK1810.geopotential number by the normal gravity value computed on the
 MK1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1810.degrees latitude (g = 980.6199 gals.).
 MK1810
 MK1810.The modeled gravity was interpolated from observed gravity values.
 MK1810
 MK1810;                    North         East    Units  Estimated Accuracy
 MK1810;SPC NE       -   166,048.      834,853.      MT  (+/- 10 meters HH2 GPS)
 MK1810
 MK1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5119371864(NAD 83)
 MK1810
 MK1810                          SUPERSEDED SURVEY CONTROL
 MK1810
 MK1810  NGVD 29 (??/??/92)  332.683  (m)         1091.48   (f) ADJ UNCH    1 2
 MK1810
 MK1810.Superseded values are not recommended for survey control.
 MK1810
 MK1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1810.See file dsdata.pdf to determine how the superseded data were derived.
 MK1810
 MK1810_MARKER: DB = BENCH MARK DISK
 MK1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1810_STAMPING: H 254 1947
 MK1810_MARK LOGO: CGS
 MK1810_PROJECTION: FLUSH
 MK1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1810+STABILITY: SURFACE MOTION
 MK1810
 MK1810  HISTORY     - Date     Condition        Report By
 MK1810  HISTORY     - 1947     MONUMENTED       CGS
 MK1810
 MK1810                          STATION DESCRIPTION
 MK1810
 MK1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1810'AT OMAHA.
 MK1810'AT OMAHA, 121.5 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 MK1810'ALONG THE SOUTH SIDE OF DODGE STREET MEASURED FROM A POINT
 MK1810'238.5 FEET WEST OF THE INTERSECTION OF THE SIDEWALK AND THE
 MK1810'NORTHWEST CURB OF HAPPY HOLLOW BLVD, 87.5 FEET NORTH OF THE
 MK1810'JUNCTION OF THE SOUTHEAST EDGE OF THE SIDEWALK AND THE CENTER
 MK1810'LINE OF THE CONCRETE WALK LEADING TO HOUSE NUMBER 303 HAPPY
 MK1810'HOLLOW BLVD, 86.7 FEET WEST NORTHWEST OF THE JUNCTION OF THE
 MK1810'SOUTHEAST EDGE OF THE SIDEWALK AND THE CENTER LINE OF THE
 MK1810'CONCRETE WALK LEADING TO HOUSE NUMBER 301 HAPPY HOLLOW BLVD,
 MK1810'22.8 FEET WEST OF THE FOURTH TREE ALONG HAPPY HOLLOW BLVD
 MK1810'SOUTHWEST OF THE INTERSECTION OF DODGE STREET, 19.3 FEET NORTHEAST
 MK1810'OF THE FIFTH ELM TREE ALONG HAPPY HOLLOW BLVD SOUTHWEST OF THE
 MK1810'INTERSECTION OF DODGE STREET, 14.9 FEET NORTHWEST OF THE NORTHWEST
 MK1810'CURB OF HAPPY HOLLOW BLVD, 5.0 FEET NORTHEAST OF THE JUNCTION
 MK1810'OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK
 MK1810'WHICH IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND
 MK1810'A LINE POINTING TOWARDS THE BENCH MARK STENCILED ON THE TOP,
 MK1810'SET IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0925 ***********************************************************************
 MJ0925  DESIGNATION -  H 255
 MJ0925  PID         -  MJ0925
 MJ0925  STATE/COUNTY-  NE/DOUGLAS
 MJ0925  COUNTRY     -  US
 MJ0925  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0925
 MJ0925                         *CURRENT SURVEY CONTROL
 MJ0925  ______________________________________________________________________
 MJ0925* NAD 83(1986) POSITION- 41 17 19.     (N) 095 54 11.     (W)   SCALED
 MJ0925* NAVD 88 ORTHO HEIGHT -   298.810 (meters)      980.35  (feet) ADJUSTED
 MJ0925  ______________________________________________________________________
 MJ0925  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 MJ0925  DYNAMIC HEIGHT  -        298.685 (meters)      979.94  (feet) COMP
 MJ0925  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 MJ0925
 MJ0925  VERT ORDER      -  FIRST     CLASS II
 MJ0925
 MJ0925.The horizontal coordinates were scaled from a map and have
 MJ0925.an estimated accuracy of +/- 6 seconds.
 MJ0925
 MJ0925.The orthometric height was determined by differential leveling and
 MJ0925.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0925.in June 1991.
 MJ0925
 MJ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0925.GEOID18 height accuracy estimate available here.
 MJ0925
 MJ0925.Click photographs - Photos may exist for this station.
 MJ0925
 MJ0925.The dynamic height is computed by dividing the NAVD 88
 MJ0925.geopotential number by the normal gravity value computed on the
 MJ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0925.degrees latitude (g = 980.6199 gals.).
 MJ0925
 MJ0925.The modeled gravity was interpolated from observed gravity values.
 MJ0925
 MJ0925;                    North         East    Units  Estimated Accuracy
 MJ0925;SPC NE       -   169,700.      842,950.      MT  (+/- 180 meters Scaled)
 MJ0925
 MJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF569748(NAD 83)
 MJ0925
 MJ0925                          SUPERSEDED SURVEY CONTROL
 MJ0925
 MJ0925  NGVD 29 (??/??/92)  298.684  (m)          979.93   (f) ADJ UNCH    1 2
 MJ0925
 MJ0925.Superseded values are not recommended for survey control.
 MJ0925
 MJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0925.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0925
 MJ0925_MARKER: DB = BENCH MARK DISK
 MJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0925_STAMPING: H 255 1947
 MJ0925_MARK LOGO: CGS
 MJ0925_PROJECTION: FLUSH
 MJ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0925+STABILITY: SURFACE MOTION
 MJ0925
 MJ0925  HISTORY     - Date     Condition        Report By
 MJ0925  HISTORY     - 1947     MONUMENTED       CGS
 MJ0925  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0925  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0925
 MJ0925                          STATION DESCRIPTION
 MJ0925
 MJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0925'AT OMAHA.
 MJ0925'AT OMAHA, AT THE INTERSECTION OF 21ST STREET AND AVENUE L, 90.4 FEET
 MJ0925'WEST OF THE WEST EDGE OF THE CONCRETE PAVEMENT OF 21ST STREET
 MJ0925'MEASURED FROM A POINT 67 FEET NORTH OF THE CENTER LINE OF AVENUE
 MJ0925'L, 79.7 FEET NORTH OF THE EXTENSION TO THE WEST OF THE CENTER LINE
 MJ0925'OF AVENUE L, 72.4 FEET EAST OF THE NORTH TREE IN A ROW OF 4
 MJ0925'LARGE COTTONWOOD TREES, 58.6 FEET EAST-SOUTHEAST OF A LARGE BLAZED
 MJ0925'COTTONWOOD TREE WHICH IS THE NORTH TREE IN A ROW OF 3 LARGE TREES
 MJ0925'ALONG THE EDGE OF CARTER LAKE, 24.2 FEET EAST OF THE CENTER LINE
 MJ0925'OF THE GRAVELED ROAD LEADING ALONG THE LAKE, 15.9 FEET SOUTHWEST OF
 MJ0925'THE SOUTH TRUNK OF A 3-TRUNK ASH TREE, 12.9 FEET NORTHWEST OF AN
 MJ0925'8-INCH CHINESE ELM TREE WHICH IS LOCATED DIRECTLY ON LINE BETWEEN
 MJ0925'THE MARK AND A LOW BUSH ELM TREE THAT IS LOCATED DIRECTLY OPPOSITE
 MJ0925'THE JUNCTION OF AVENUE L, 5 FEET NORTH OF THE JUNCTION OF LINES
 MJ0925'ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH IS FLUSH
 MJ0925'WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE POINTING TOWARDS
 MJ0925'THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP OF A CONCRETE
 MJ0925'POST 0.4 FOOT UNDERGROUND.
 MJ0925
 MJ0925                          STATION RECOVERY (1955)
 MJ0925
 MJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0925'MARK NOT FOUND.
 MJ0925
 MJ0925                          STATION RECOVERY (1976)
 MJ0925
 MJ0925'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0925'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1029 ***********************************************************************
 LF1029  DESIGNATION -  H 256
 LF1029  PID         -  LF1029
 LF1029  STATE/COUNTY-  NE/CASS
 LF1029  COUNTRY     -  US
 LF1029  USGS QUAD   -  ROCK BLUFF (2017)
 LF1029
 LF1029                         *CURRENT SURVEY CONTROL
 LF1029  ______________________________________________________________________
 LF1029* NAD 83(1986) POSITION- 40 56 10.     (N) 095 52 06.     (W)   SCALED
 LF1029* NAVD 88 ORTHO HEIGHT -   301.195 (meters)      988.17  (feet) ADJUSTED
 LF1029  ______________________________________________________________________
 LF1029  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 LF1029  DYNAMIC HEIGHT  -        301.065 (meters)      987.74  (feet) COMP
 LF1029  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 LF1029
 LF1029  VERT ORDER      -  SECOND    CLASS 0
 LF1029
 LF1029.The horizontal coordinates were scaled from a map and have
 LF1029.an estimated accuracy of +/- 6 seconds.
 LF1029
 LF1029.The orthometric height was determined by differential leveling and
 LF1029.adjusted by the NATIONAL GEODETIC SURVEY
 LF1029.in June 1991.
 LF1029
 LF1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1029.GEOID18 height accuracy estimate available here.
 LF1029
 LF1029.Click photographs - Photos may exist for this station.
 LF1029
 LF1029.The dynamic height is computed by dividing the NAVD 88
 LF1029.geopotential number by the normal gravity value computed on the
 LF1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1029.degrees latitude (g = 980.6199 gals.).
 LF1029
 LF1029.The modeled gravity was interpolated from observed gravity values.
 LF1029
 LF1029;                    North         East    Units  Estimated Accuracy
 LF1029;SPC NE       -   130,750.      847,720.      MT  (+/- 180 meters Scaled)
 LF1029
 LF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585356(NAD 83)
 LF1029
 LF1029                          SUPERSEDED SURVEY CONTROL
 LF1029
 LF1029  NGVD 29 (??/??/92)  301.093  (m)          987.84   (f) ADJ UNCH    2 0
 LF1029
 LF1029.Superseded values are not recommended for survey control.
 LF1029
 LF1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1029.See file dsdata.pdf to determine how the superseded data were derived.
 LF1029
 LF1029_MARKER: DB = BENCH MARK DISK
 LF1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1029_STAMPING: H 256 1947
 LF1029_MARK LOGO: CGS
 LF1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1029+STABILITY: SURFACE MOTION
 LF1029
 LF1029  HISTORY     - Date     Condition        Report By
 LF1029  HISTORY     - 1947     MONUMENTED       CGS
 LF1029  HISTORY     - 20100331 MARK NOT FOUND   NEGS
 LF1029
 LF1029                          STATION DESCRIPTION
 LF1029
 LF1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1029'5 MI NE FROM MURRAY.
 LF1029'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1029'STATE BANK AT MURRAY, THENCE 2.4 MILES EAST ALONG A GRADED DIRT
 LF1029'ROAD, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, 126.0 FEET
 LF1029'NORTHEAST OF A 24 INCH SYCAMORE TREE, 90.0 FEET SOUTHWEST OF THE
 LF1029'SOUTHWEST CORNER OF A STEEL BRIDGE, 88.0 FEET SOUTHEAST OF A
 LF1029'30 INCH COTTONWOOD TREE, 27.0 FEET WEST OF AND LEVEL WITH THE
 LF1029'CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A REFERENCE POST,
 LF1029'1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF1029'AND PROJECTS 2 INCHES ABOVE THE GROUND.
 LF1029
 LF1029                          STATION RECOVERY (2010)
 LF1029
 LF1029'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF1029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1537 ***********************************************************************
 LF1537  DESIGNATION -  H 257 RESET
 LF1537  PID         -  LF1537
 LF1537  STATE/COUNTY-  NE/OTOE
 LF1537  COUNTRY     -  US
 LF1537  USGS QUAD   -  NEHAWKA (2017)
 LF1537
 LF1537                         *CURRENT SURVEY CONTROL
 LF1537  ______________________________________________________________________
 LF1537* NAD 83(1986) POSITION- 40 45 20.     (N) 095 54 42.     (W)   SCALED
 LF1537* NAVD 88 ORTHO HEIGHT -   322.34  (meters)     1057.5   (feet) RESET
 LF1537  ______________________________________________________________________
 LF1537  GEOID HEIGHT    -        -28.599 (meters)                     GEOID18
 LF1537  VERT ORDER      -  THIRD
 LF1537
 LF1537.The horizontal coordinates were scaled from a map and have
 LF1537.an estimated accuracy of +/- 6 seconds.
 LF1537
 LF1537.The orthometric height was computed from unverified reset data.
 LF1537
 LF1537.No vertical observational check was made to the station.
 LF1537
 LF1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1537.GEOID18 height accuracy estimate available here.
 LF1537
 LF1537.Click photographs - Photos may exist for this station.
 LF1537
 LF1537;                    North         East    Units  Estimated Accuracy
 LF1537;SPC NE       -   110,550.      845,020.      MT  (+/- 180 meters Scaled)
 LF1537
 LF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF542157(NAD 83)
 LF1537
 LF1537                          SUPERSEDED SURVEY CONTROL
 LF1537
 LF1537  NGVD 29 (01/31/13)  322.23   (m)         1057.2    (f) RESET       3  
 LF1537
 LF1537.Superseded values are not recommended for survey control.
 LF1537
 LF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1537.See file dsdata.pdf to determine how the superseded data were derived.
 LF1537
 LF1537_MARKER: DV = VERTICAL CONTROL DISK
 LF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1537_STAMPING: H 257 RESET 1985
 LF1537_MARK LOGO: NGS
 LF1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1537+STABILITY: SURFACE MOTION
 LF1537
 LF1537  HISTORY     - Date     Condition        Report By
 LF1537  HISTORY     - 1985     MONUMENTED       NGS
 LF1537
 LF1537                          STATION DESCRIPTION
 LF1537
 LF1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LF1537'6.44 KM (4.00 MI) SOUTH ALONG US HIGHWAYS 73 AND 75 FROM THEIR
 LF1537'JUNCTION WITH US HIGHWAY 34 AT THE EAST EDGE IN UNION, TO THE MARK ON
 LF1537'THE LEFT AT A GRAVELED ROAD LEADING RIGHT AND WEST, 35.4 M (116.1 FT)
 LF1537'NORTH FROM THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 17.2 M
 LF1537'(56.4 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.91 M (2.99 FT)
 LF1537'NORTH FROM A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.67 M (2.20 FT)
 LF1537'NORTHWEST FROM A FENCE CORNER POST, 0.61 M (2.00 FT) WEST FROM A
 LF1537'NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0407 ***********************************************************************
 MK0407  DESIGNATION -  H 259
 MK0407  PID         -  MK0407
 MK0407  STATE/COUNTY-  NE/WASHINGTON
 MK0407  COUNTRY     -  US
 MK0407  USGS QUAD   -  ORUM (2017)
 MK0407
 MK0407                         *CURRENT SURVEY CONTROL
 MK0407  ______________________________________________________________________
 MK0407* NAD 83(1986) POSITION- 41 34 53.     (N) 096 18 33.     (W)   SCALED
 MK0407* NAVD 88 ORTHO HEIGHT -   399.540 (meters)     1310.82  (feet) ADJUSTED
 MK0407  ______________________________________________________________________
 MK0407  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 MK0407  DYNAMIC HEIGHT  -        399.362 (meters)     1310.24  (feet) COMP
 MK0407  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 MK0407
 MK0407  VERT ORDER      -  SECOND    CLASS 0
 MK0407
 MK0407.The horizontal coordinates were scaled from a map and have
 MK0407.an estimated accuracy of +/- 6 seconds.
 MK0407
 MK0407.The orthometric height was determined by differential leveling and
 MK0407.adjusted by the NATIONAL GEODETIC SURVEY
 MK0407.in June 1991.
 MK0407
 MK0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0407.GEOID18 height accuracy estimate available here.
 MK0407
 MK0407.Click photographs - Photos may exist for this station.
 MK0407
 MK0407.The dynamic height is computed by dividing the NAVD 88
 MK0407.geopotential number by the normal gravity value computed on the
 MK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0407.degrees latitude (g = 980.6199 gals.).
 MK0407
 MK0407.The modeled gravity was interpolated from observed gravity values.
 MK0407
 MK0407;                    North         East    Units  Estimated Accuracy
 MK0407;SPC NE       -   200,650.      807,590.      MT  (+/- 180 meters Scaled)
 MK0407
 MK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM243067(NAD 83)
 MK0407
 MK0407                          SUPERSEDED SURVEY CONTROL
 MK0407
 MK0407  NGVD 29 (??/??/92)  399.390  (m)         1310.33   (f) ADJ UNCH    2 0
 MK0407
 MK0407.Superseded values are not recommended for survey control.
 MK0407
 MK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0407.See file dsdata.pdf to determine how the superseded data were derived.
 MK0407
 MK0407_MARKER: DB = BENCH MARK DISK
 MK0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0407_STAMPING: H 259 1947
 MK0407_MARK LOGO: CGS
 MK0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0407+STABILITY: SURFACE MOTION
 MK0407
 MK0407  HISTORY     - Date     Condition        Report By
 MK0407  HISTORY     - 1947     MONUMENTED       CGS
 MK0407  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0407  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MK0407
 MK0407                          STATION DESCRIPTION
 MK0407
 MK0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0407'1.8 MI S FROM SPIKER.
 MK0407'1.85 MILE SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0407'SPIKER, NEAR THE NORTHWEST CORNER OF A SCHOOL YARD, 91.1 FEET
 MK0407'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 MK0407'THE MAIN ENTRANCE ANNEX TO THE SCHOOL BUILDING, 56.0 FEET SOUTH
 MK0407'OF THE CENTER OF AN EAST-WEST CROSS ROAD, 53.0 FEET EAST OF THE
 MK0407'CENTER OF THE HIGHWAY, 31.0 FEET SOUTHEAST OF A GUY WIRE BRACED
 MK0407'POWER LINE POLE WHICH IS AT THE NORTHWEST CORNER OF THE SCHOOL
 MK0407'YARD, 1.2 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0407'MIDWAY BETWEEN AND IN LINE WITH THE MOST NORTHERLY TWO TREES
 MK0407'OF A GROVE OF BOXELDER TREES (THESE TWO TREES ARE 14.5 FEET
 MK0407'APART), ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0407'NOTE-- WOODEN WITNESS POST LYING ON SIDE AT LOCATION, NO BM.
 MK0407
 MK0407                          STATION RECOVERY (1965)
 MK0407
 MK0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0407'MARK NOT FOUND.
 MK0407
 MK0407                          STATION RECOVERY (1986)
 MK0407
 MK0407'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0077 ***********************************************************************
 LJ0077  DESIGNATION -  H 26
 LJ0077  PID         -  LJ0077
 LJ0077  STATE/COUNTY-  NE/HITCHCOCK
 LJ0077  COUNTRY     -  US
 LJ0077  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0077
 LJ0077                         *CURRENT SURVEY CONTROL
 LJ0077  ______________________________________________________________________
 LJ0077* NAD 83(1986) POSITION- 40 10 59.82   (N) 100 59 21.69   (W)   HD_HELD1
 LJ0077* NAVD 88 ORTHO HEIGHT -   809.734 (meters)     2656.60  (feet) ADJUSTED
 LJ0077  ______________________________________________________________________
 LJ0077  GEOID HEIGHT    -        -23.674 (meters)                     GEOID18
 LJ0077  DYNAMIC HEIGHT  -        809.178 (meters)     2654.78  (feet) COMP
 LJ0077  MODELED GRAVITY -    979,913.2   (mgal)                       NAVD 88
 LJ0077
 LJ0077  VERT ORDER      -  FIRST     CLASS II
 LJ0077
 LJ0077.The horizontal coordinates were determined by differentially corrected
 LJ0077.hand held GPS observations or other comparable positioning techniques
 LJ0077.and have an estimated accuracy of +/- 3 meters.
 LJ0077
 LJ0077.The orthometric height was determined by differential leveling and
 LJ0077.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0077.in June 1991.
 LJ0077
 LJ0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0077.GEOID18 height accuracy estimate available here.
 LJ0077
 LJ0077.Click photographs - Photos may exist for this station.
 LJ0077
 LJ0077.The dynamic height is computed by dividing the NAVD 88
 LJ0077.geopotential number by the normal gravity value computed on the
 LJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0077.degrees latitude (g = 980.6199 gals.).
 LJ0077
 LJ0077.The modeled gravity was interpolated from observed gravity values.
 LJ0077
 LJ0077;                    North         East    Units  Estimated Accuracy
 LJ0077;SPC NE       -    39,338.6     415,749.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0077
 LJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3063849997(NAD 83)
 LJ0077
 LJ0077                          SUPERSEDED SURVEY CONTROL
 LJ0077
 LJ0077  NGVD 29 (??/??/92)  809.401  (m)         2655.51   (f) ADJ UNCH    1 2
 LJ0077
 LJ0077.Superseded values are not recommended for survey control.
 LJ0077
 LJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0077.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0077
 LJ0077_MARKER: DB = BENCH MARK DISK
 LJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0077_STAMPING: 2655.510 H 26 1933
 LJ0077_MARK LOGO: CGS
 LJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0077+STABILITY: SURFACE MOTION
 LJ0077
 LJ0077  HISTORY     - Date     Condition        Report By
 LJ0077  HISTORY     - 1933     MONUMENTED       CGS
 LJ0077  HISTORY     - 1939     GOOD             CGS
 LJ0077  HISTORY     - 19950425 MARK NOT FOUND   NGS
 LJ0077
 LJ0077                          STATION DESCRIPTION
 LJ0077
 LJ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0077'1.3 MI E FROM TRENTON.
 LJ0077'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0077'RAILROAD FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, 6 POLES
 LJ0077'WEST OF MILEPOST 308, 76 YARDS EAST OF A CONCRETE BRIDGE AT
 LJ0077'MILEAGE 308.18, 89 FEET SOUTH OF THE CENTERLINE OF U.S.
 LJ0077'HIGHWAY 34, 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 LJ0077'4 FEET LOWER THAN THE TOP OF THE RAIL, AND 3 INCHES ABOVE THE
 LJ0077'GROUND.  A STANDARD DISK, STAMPED 2655.510 H 26 1933 AND SET IN
 LJ0077'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0077
 LJ0077                          STATION RECOVERY (1995)
 LJ0077
 LJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0077'THE SITE OF THE MARK IS NOW CULTIVATED, THIS MARK IS PROBABLY
 LJ0077'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0749 ***********************************************************************
 LF0749  DESIGNATION -  H 260
 LF0749  PID         -  LF0749
 LF0749  STATE/COUNTY-  NE/NEMAHA
 LF0749  COUNTRY     -  US
 LF0749  USGS QUAD   -  PERU (2017)
 LF0749
 LF0749                         *CURRENT SURVEY CONTROL
 LF0749  ______________________________________________________________________
 LF0749* NAD 83(1986) POSITION- 40 22 43.     (N) 095 41 12.     (W)   SCALED
 LF0749* NAVD 88 ORTHO HEIGHT -   300.215 (meters)      984.96  (feet) ADJUSTED
 LF0749  ______________________________________________________________________
 LF0749  GEOID HEIGHT    -        -29.982 (meters)                     GEOID18
 LF0749  DYNAMIC HEIGHT  -        300.056 (meters)      984.43  (feet) COMP
 LF0749  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 LF0749
 LF0749  VERT ORDER      -  SECOND    CLASS 0
 LF0749
 LF0749.The horizontal coordinates were scaled from a map and have
 LF0749.an estimated accuracy of +/- 6 seconds.
 LF0749
 LF0749.The orthometric height was determined by differential leveling and
 LF0749.adjusted by the NATIONAL GEODETIC SURVEY
 LF0749.in June 1991.
 LF0749
 LF0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0749.GEOID18 height accuracy estimate available here.
 LF0749
 LF0749.Click photographs - Photos may exist for this station.
 LF0749
 LF0749.The dynamic height is computed by dividing the NAVD 88
 LF0749.geopotential number by the normal gravity value computed on the
 LF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0749.degrees latitude (g = 980.6199 gals.).
 LF0749
 LF0749.The modeled gravity was interpolated from observed gravity values.
 LF0749
 LF0749;                    North         East    Units  Estimated Accuracy
 LF0749;SPC NE       -    69,680.      866,080.      MT  (+/- 180 meters Scaled)
 LF0749
 LF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE719732(NAD 83)
 LF0749
 LF0749                          SUPERSEDED SURVEY CONTROL
 LF0749
 LF0749  NGVD 29 (??/??/92)  300.138  (m)          984.70   (f) ADJ UNCH    2 0
 LF0749
 LF0749.Superseded values are not recommended for survey control.
 LF0749
 LF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0749.See file dsdata.pdf to determine how the superseded data were derived.
 LF0749
 LF0749_MARKER: DB = BENCH MARK DISK
 LF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0749_STAMPING: H 260 1947
 LF0749_MARK LOGO: CGS
 LF0749_PROJECTION: FLUSH
 LF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0749+STABILITY: SURFACE MOTION
 LF0749
 LF0749  HISTORY     - Date     Condition        Report By
 LF0749  HISTORY     - 1947     MONUMENTED       CGS
 LF0749  HISTORY     - 1980     GOOD             LOCSUR
 LF0749  HISTORY     - 20100210 MARK NOT FOUND   NEGS
 LF0749
 LF0749                          STATION DESCRIPTION
 LF0749
 LF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0749'3 MI SW FROM BROWNVILLE.
 LF0749'2.0 MILES WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST
 LF0749'END OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE,
 LF0749'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, IN THE NORTHEAST
 LF0749'ANGLE OF A CROSS ROAD AND AT THE HAPPY HOLLOW SCHOOL, 162.0
 LF0749'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 106.0 FEET EAST
 LF0749'OF THE CENTER OF THE NORTH-SOUTH ROAD, 9.0 FEET SOUTH OF THE SOUTH
 LF0749'BRICK WALL OF THE BUILDING, SET IN A CONCRETE POST MIDWAY
 LF0749'BETWEEN AND IN LINE WITH THE SOUTH ENDS OF THE BRICK BANISTERS
 LF0749'FOR THE TWO SOUTH CONCRETE ENTRANCE STEPS AND ABOUT FLUSH
 LF0749'WITH THE TOP OF THE GROUND.  NOTE-- THIS BENCH MARK IS ALSO
 LF0749'0.7 MILE NORTH AND 0.8 MILE WEST ALONG STATE HIGHWAY NO. 67 FROM
 LF0749'THE POST OFFICE AT NEMAHA, THENCE 2.0 MILES NORTH ALONG A
 LF0749'DIRT ROAD TO THE HAPPY HOLLOW SCHOOL.
 LF0749
 LF0749                          STATION RECOVERY (1980)
 LF0749
 LF0749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0749'RECOVERED IN GOOD CONDITION.
 LF0749
 LF0749                          STATION RECOVERY (2010)
 LF0749
 LF0749'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0749'THE HAPPY HOLLOW SCHOOL IS NOW A RESIDENTAL HOME. AN ADDITION HAS BEEN
 LF0749'ADDED TO THE HOME OVER THE BENCH MARK. UNABLE TO SEARCH FOR THE MARK
 LF0749'TO DETERMINE THE CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0854 ***********************************************************************
 MJ0854  DESIGNATION -  H 261
 MJ0854  PID         -  MJ0854
 MJ0854  STATE/COUNTY-  NE/WASHINGTON
 MJ0854  COUNTRY     -  US
 MJ0854  USGS QUAD   -  LOVELAND (2018)
 MJ0854
 MJ0854                         *CURRENT SURVEY CONTROL
 MJ0854  ______________________________________________________________________
 MJ0854* NAD 83(1986) POSITION- 41 25 45.     (N) 095 56 58.     (W)   SCALED
 MJ0854* NAVD 88 ORTHO HEIGHT -   301.623 (meters)      989.57  (feet) ADJUSTED
 MJ0854  ______________________________________________________________________
 MJ0854  GEOID HEIGHT    -        -28.431 (meters)                     GEOID18
 MJ0854  DYNAMIC HEIGHT  -        301.484 (meters)      989.12  (feet) COMP
 MJ0854  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 MJ0854
 MJ0854  VERT ORDER      -  SECOND    CLASS 0
 MJ0854
 MJ0854.The horizontal coordinates were scaled from a map and have
 MJ0854.an estimated accuracy of +/- 6 seconds.
 MJ0854
 MJ0854.The orthometric height was determined by differential leveling and
 MJ0854.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0854.in June 1991.
 MJ0854
 MJ0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0854.GEOID18 height accuracy estimate available here.
 MJ0854
 MJ0854.Click photographs - Photos may exist for this station.
 MJ0854
 MJ0854.The dynamic height is computed by dividing the NAVD 88
 MJ0854.geopotential number by the normal gravity value computed on the
 MJ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0854.degrees latitude (g = 980.6199 gals.).
 MJ0854
 MJ0854.The modeled gravity was interpolated from observed gravity values.
 MJ0854
 MJ0854;                    North         East    Units  Estimated Accuracy
 MJ0854;SPC NE       -   185,110.      838,340.      MT  (+/- 180 meters Scaled)
 MJ0854
 MJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535905(NAD 83)
 MJ0854
 MJ0854                          SUPERSEDED SURVEY CONTROL
 MJ0854
 MJ0854  NGVD 29 (??/??/92)  301.486  (m)          989.13   (f) ADJ UNCH    2 0
 MJ0854
 MJ0854.Superseded values are not recommended for survey control.
 MJ0854
 MJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0854.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0854
 MJ0854_MARKER: DB = BENCH MARK DISK
 MJ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0854_STAMPING: H 261 1948
 MJ0854_MARK LOGO: CGS
 MJ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0854+STABILITY: SURFACE MOTION
 MJ0854
 MJ0854  HISTORY     - Date     Condition        Report By
 MJ0854  HISTORY     - 1948     MONUMENTED       CGS
 MJ0854
 MJ0854                          STATION DESCRIPTION
 MJ0854
 MJ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0854'6 MI SE FROM FORT CALHOUN.
 MJ0854'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0854'CALHOUN, THENCE 0.3 MILE SOUTH, 2.9 MILES EAST, 1.5 MILE SOUTH
 MJ0854'AND 0.8 MILE EAST ALONG ROADS, 0.55 MILE EAST ALONG A PRIVATE
 MJ0854'ROAD LEADING THROUGH FIELDS FROM A RIGHT ANGLE TURN IN THE
 MJ0854'PUBLIC ROAD AND POINT WHERE THE PUBLIC ROAD BEGINS TO PARALLEL
 MJ0854'THE WEST SIDE OF NATHANS LAKE, AT A GROUP OF TREES AND THE POINT
 MJ0854'WHERE THE ROAD MAKES SLIGHT DROP TO LOWER LEVEL OF RIVER FARM
 MJ0854'LANDS, 45.0 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 MJ0854'18.0 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 7.0 FEET EAST OF A
 MJ0854'GROUP OF 4 COTTONWOOD TREES, 1.2 FOOT SOUTH OF A REFERENCE POST,
 MJ0854'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 MJ0854'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0665 ***********************************************************************
 NM0665  DESIGNATION -  H 262
 NM0665  PID         -  NM0665
 NM0665  STATE/COUNTY-  NE/DAKOTA
 NM0665  COUNTRY     -  US
 NM0665  USGS QUAD   -  JACKSON (2017)
 NM0665
 NM0665                         *CURRENT SURVEY CONTROL
 NM0665  ______________________________________________________________________
 NM0665* NAD 83(1986) POSITION- 42 28 12.     (N) 096 32 27.     (W)   SCALED
 NM0665* NAVD 88 ORTHO HEIGHT -   334.008 (meters)     1095.82  (feet) ADJUSTED
 NM0665  ______________________________________________________________________
 NM0665  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 NM0665  DYNAMIC HEIGHT  -        333.901 (meters)     1095.47  (feet) COMP
 NM0665  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 NM0665
 NM0665  VERT ORDER      -  SECOND    CLASS 0
 NM0665
 NM0665.The horizontal coordinates were scaled from a map and have
 NM0665.an estimated accuracy of +/- 6 seconds.
 NM0665
 NM0665.The orthometric height was determined by differential leveling and
 NM0665.adjusted by the NATIONAL GEODETIC SURVEY
 NM0665.in June 1991.
 NM0665
 NM0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0665.GEOID18 height accuracy estimate available here.
 NM0665
 NM0665.Click photographs - Photos may exist for this station.
 NM0665
 NM0665.The dynamic height is computed by dividing the NAVD 88
 NM0665.geopotential number by the normal gravity value computed on the
 NM0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0665.degrees latitude (g = 980.6199 gals.).
 NM0665
 NM0665.The modeled gravity was interpolated from observed gravity values.
 NM0665
 NM0665;                    North         East    Units  Estimated Accuracy
 NM0665;SPC NE       -   298,440.      784,340.      MT  (+/- 180 meters Scaled)
 NM0665
 NM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN021048(NAD 83)
 NM0665
 NM0665                          SUPERSEDED SURVEY CONTROL
 NM0665
 NM0665  NGVD 29 (??/??/92)  333.841  (m)         1095.28   (f) ADJ UNCH    2 0
 NM0665
 NM0665.Superseded values are not recommended for survey control.
 NM0665
 NM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0665.See file dsdata.pdf to determine how the superseded data were derived.
 NM0665
 NM0665_MARKER: DB = BENCH MARK DISK
 NM0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0665_STAMPING: H 262 1948
 NM0665_MARK LOGO: CGS
 NM0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0665+STABILITY: SURFACE MOTION
 NM0665
 NM0665  HISTORY     - Date     Condition        Report By
 NM0665  HISTORY     - 1948     MONUMENTED       CGS
 NM0665  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0665
 NM0665                          STATION DESCRIPTION
 NM0665
 NM0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0665'2.6 MI N FROM JACKSON.
 NM0665'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0665'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.9
 NM0665'MILE EAST ALONG A DIRT ROAD, ABOUT 300.0 FEET NORTH OF A FARMHOUSE,
 NM0665'34.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0665'25.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 11.8 FEET
 NM0665'WEST OF A WEST GATE POST, 1.0 FOOT NORTH OF A FENCE, 1.6 FEET
 NM0665'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0665'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0665
 NM0665                          STATION RECOVERY (1966)
 NM0665
 NM0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0665'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0527 ***********************************************************************
 LF0527  DESIGNATION -  H 263
 LF0527  PID         -  LF0527
 LF0527  STATE/COUNTY-  NE/RICHARDSON
 LF0527  COUNTRY     -  US
 LF0527  USGS QUAD   -  FALLS CITY (2017)
 LF0527
 LF0527                         *CURRENT SURVEY CONTROL
 LF0527  ______________________________________________________________________
 LF0527* NAD 83(1986) POSITION- 40 01 52.     (N) 095 34 49.     (W)   SCALED
 LF0527* NAVD 88 ORTHO HEIGHT -   269.143 (meters)      883.01  (feet) ADJUSTED
 LF0527  ______________________________________________________________________
 LF0527  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 LF0527  DYNAMIC HEIGHT  -        268.992 (meters)      882.52  (feet) COMP
 LF0527  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 LF0527
 LF0527  VERT ORDER      -  SECOND    CLASS 0
 LF0527
 LF0527.The horizontal coordinates were scaled from a map and have
 LF0527.an estimated accuracy of +/- 6 seconds.
 LF0527
 LF0527.The orthometric height was determined by differential leveling and
 LF0527.adjusted by the NATIONAL GEODETIC SURVEY
 LF0527.in June 1991.
 LF0527
 LF0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0527.GEOID18 height accuracy estimate available here.
 LF0527
 LF0527.Click photographs - Photos may exist for this station.
 LF0527
 LF0527.The dynamic height is computed by dividing the NAVD 88
 LF0527.geopotential number by the normal gravity value computed on the
 LF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0527.degrees latitude (g = 980.6199 gals.).
 LF0527
 LF0527.The modeled gravity was interpolated from observed gravity values.
 LF0527
 LF0527;                    North         East    Units  Estimated Accuracy
 LF0527;SPC NE       -    31,600.      877,080.      MT  (+/- 180 meters Scaled)
 LF0527
 LF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE798344(NAD 83)
 LF0527
 LF0527                          SUPERSEDED SURVEY CONTROL
 LF0527
 LF0527  NGVD 29 (??/??/92)  269.062  (m)          882.75   (f) ADJ UNCH    2 0
 LF0527
 LF0527.Superseded values are not recommended for survey control.
 LF0527
 LF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0527.See file dsdata.pdf to determine how the superseded data were derived.
 LF0527
 LF0527_MARKER: DB = BENCH MARK DISK
 LF0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0527_STAMPING: H 263 1948
 LF0527_MARK LOGO: CGS
 LF0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0527+STABILITY: SURFACE MOTION
 LF0527
 LF0527  HISTORY     - Date     Condition        Report By
 LF0527  HISTORY     - 1948     MONUMENTED       CGS
 LF0527  HISTORY     - 20031008 MARK NOT FOUND   NEDR
 LF0527
 LF0527                          STATION DESCRIPTION
 LF0527
 LF0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0527'1.9 MI SE FROM FALLS CITY.
 LF0527'1.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0527'MISSOURI PACIFIC RAILROAD STATION AT FALLS CITY, NEAR THE NORTH
 LF0527'END OF THE RAILROAD BRIDGE 133 OVER THE BIG NEMAHA RIVER, 214.0
 LF0527'FEET NORTH OF THE RIVER BANK, 48.0 FEET WEST OF THE WEST RAIL,
 LF0527'46.0 FEET SOUTHWEST OF THE NORTHWEST END OF THE BRIDGE, 2.4 FEET
 LF0527'NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE, 1.4 FEET
 LF0527'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0527'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LF0527
 LF0527                          STATION RECOVERY (2003)
 LF0527
 LF0527'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 LF0527'MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0639 ***********************************************************************
 LF0639  DESIGNATION -  H 267
 LF0639  PID         -  LF0639
 LF0639  STATE/COUNTY-  NE/RICHARDSON
 LF0639  COUNTRY     -  US
 LF0639  USGS QUAD   -  BARADA (2017)
 LF0639
 LF0639                         *CURRENT SURVEY CONTROL
 LF0639  ______________________________________________________________________
 LF0639* NAD 83(1986) POSITION- 40 13 06.     (N) 095 35 49.     (W)   SCALED
 LF0639* NAVD 88 ORTHO HEIGHT -   325.587 (meters)     1068.20  (feet) ADJUSTED
 LF0639  ______________________________________________________________________
 LF0639  GEOID HEIGHT    -        -30.343 (meters)                     GEOID18
 LF0639  DYNAMIC HEIGHT  -        325.407 (meters)     1067.61  (feet) COMP
 LF0639  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 LF0639
 LF0639  VERT ORDER      -  SECOND    CLASS 0
 LF0639
 LF0639.The horizontal coordinates were scaled from a map and have
 LF0639.an estimated accuracy of +/- 6 seconds.
 LF0639
 LF0639.The orthometric height was determined by differential leveling and
 LF0639.adjusted by the NATIONAL GEODETIC SURVEY
 LF0639.in June 1991.
 LF0639
 LF0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0639.GEOID18 height accuracy estimate available here.
 LF0639
 LF0639.Click photographs - Photos may exist for this station.
 LF0639
 LF0639.The dynamic height is computed by dividing the NAVD 88
 LF0639.geopotential number by the normal gravity value computed on the
 LF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0639.degrees latitude (g = 980.6199 gals.).
 LF0639
 LF0639.The modeled gravity was interpolated from observed gravity values.
 LF0639
 LF0639;                    North         East    Units  Estimated Accuracy
 LF0639;SPC NE       -    52,290.      874,600.      MT  (+/- 180 meters Scaled)
 LF0639
 LF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE790552(NAD 83)
 LF0639
 LF0639                          SUPERSEDED SURVEY CONTROL
 LF0639
 LF0639  NGVD 29 (??/??/92)  325.513  (m)         1067.95   (f) ADJ UNCH    2 0
 LF0639
 LF0639.Superseded values are not recommended for survey control.
 LF0639
 LF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0639.See file dsdata.pdf to determine how the superseded data were derived.
 LF0639
 LF0639_MARKER: DB = BENCH MARK DISK
 LF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0639_STAMPING: H 267 1947
 LF0639_MARK LOGO: CGS
 LF0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0639+STABILITY: SURFACE MOTION
 LF0639
 LF0639  HISTORY     - Date     Condition        Report By
 LF0639  HISTORY     - 1947     MONUMENTED       CGS
 LF0639
 LF0639                          STATION DESCRIPTION
 LF0639
 LF0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0639'0.9 MI W FROM BARADA.
 LF0639'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 FROM THE SCHOOL AT
 LF0639'BARADA, AT A POINT WHERE THE HIGHWAYS TURNS NORTH AND AT THE
 LF0639'JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND A DIRT ROAD LEADING
 LF0639'WEST, 48.0 FEET NORTHWEST OF THE CENTER OF THE SOUTH LEG OF THE
 LF0639'Y AT THE ROAD JUNCTION, 40.0 FEET SOUTH OF THE CENTER OF THE
 LF0639'EAST-WEST SECTION OF THE HIGHWAY AND THE DIRT ROAD, 30.0 FEET
 LF0639'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION OF THE HIGHWAY
 LF0639'AND THE GRAVEL ROAD, 6.5 FEET SOUTH OF A POWER LINE POLE WHICH
 LF0639'IS AT THE CROSSING OF TWO POWER LINES, 1.5 FOOT NORTH OF A
 LF0639'REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE
 LF0639'HIGHWAY AND THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0671 ***********************************************************************
 LF0671  DESIGNATION -  H 268
 LF0671  PID         -  LF0671
 LF0671  STATE/COUNTY-  NE/NEMAHA
 LF0671  COUNTRY     -  US
 LF0671  USGS QUAD   -  AUBURN (2017)
 LF0671
 LF0671                         *CURRENT SURVEY CONTROL
 LF0671  ______________________________________________________________________
 LF0671* NAD 83(1986) POSITION- 40 25 14.     (N) 095 45 13.     (W)   SCALED
 LF0671* NAVD 88 ORTHO HEIGHT -   333.454 (meters)     1094.01  (feet) ADJUSTED
 LF0671  ______________________________________________________________________
 LF0671  GEOID HEIGHT    -        -29.789 (meters)                     GEOID18
 LF0671  DYNAMIC HEIGHT  -        333.274 (meters)     1093.42  (feet) COMP
 LF0671  MODELED GRAVITY -    980,078.7   (mgal)                       NAVD 88
 LF0671
 LF0671  VERT ORDER      -  SECOND    CLASS 0
 LF0671
 LF0671.The horizontal coordinates were scaled from a map and have
 LF0671.an estimated accuracy of +/- 6 seconds.
 LF0671
 LF0671.The orthometric height was determined by differential leveling and
 LF0671.adjusted by the NATIONAL GEODETIC SURVEY
 LF0671.in June 1991.
 LF0671
 LF0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0671.GEOID18 height accuracy estimate available here.
 LF0671
 LF0671.Click photographs - Photos may exist for this station.
 LF0671
 LF0671.The dynamic height is computed by dividing the NAVD 88
 LF0671.geopotential number by the normal gravity value computed on the
 LF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0671.degrees latitude (g = 980.6199 gals.).
 LF0671
 LF0671.The modeled gravity was interpolated from observed gravity values.
 LF0671
 LF0671;                    North         East    Units  Estimated Accuracy
 LF0671;SPC NE       -    74,050.      860,180.      MT  (+/- 180 meters Scaled)
 LF0671
 LF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE663780(NAD 83)
 LF0671
 LF0671                          SUPERSEDED SURVEY CONTROL
 LF0671
 LF0671  NGVD 29 (??/??/92)  333.367  (m)         1093.72   (f) ADJ UNCH    2 0
 LF0671
 LF0671.Superseded values are not recommended for survey control.
 LF0671
 LF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0671.See file dsdata.pdf to determine how the superseded data were derived.
 LF0671
 LF0671_MARKER: DB = BENCH MARK DISK
 LF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0671_STAMPING: H 268 1947
 LF0671_MARK LOGO: CGS
 LF0671_PROJECTION: PROJECTING 9 CENTIMETERS
 LF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0671+STABILITY: SURFACE MOTION
 LF0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0671+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2013
 LF0671
 LF0671  HISTORY     - Date     Condition        Report By
 LF0671  HISTORY     - 1947     MONUMENTED       CGS
 LF0671  HISTORY     - 20090107 GOOD             INDIV
 LF0671  HISTORY     - 20130211 GOOD             NEDR
 LF0671
 LF0671                          STATION DESCRIPTION
 LF0671
 LF0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0671'4.7 MI SW FROM PERU.
 LF0671'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 3.1 MILES SOUTH
 LF0671'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0671'0.1 MILE SOUTH OF AN EAST-WEST CROSS ROAD AND IN THE FRONT YARD
 LF0671'OF A FARM HOUSE, 122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LF0671'A LARGE TWO STORY FARM HOUSE, 73.0 FEET WEST OF THE CENTER OF THE
 LF0671'MAIN NORTH-SOUTH ROAD, 70.8 FEET NORTHWEST OF THE MOST NORTHERLY
 LF0671'ONE OF TWO 2 1/2-FOOT PINE TREES, 37.0 FEET WEST OF THE WEST SIDE
 LF0671'OF A 3-FOOT HACKBERRY TREE, 21.0 FEET NORTH OF THE CENTER OF A
 LF0671'PRIVATE DRIVE WAY LEADING WEST TO THE FARM HOUSE, 2.2 FEET WEST OF
 LF0671'A REFERENCE POST, 0.5 FOOT SOUTH OF AN EAST-WEST FENCE LINE, SET IN
 LF0671'A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.3
 LF0671'FOOT.
 LF0671
 LF0671                          STATION RECOVERY (2009)
 LF0671
 LF0671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BAJ)
 LF0671'TWO-STORY HOUSE HAS BEEN REMOVED AND A SINGLE STORY BRICK HOUSE HAS
 LF0671'BEEN CONSTRUCTED IN APPROXIMATELY THE SAME LOCATION AS THE ORIGINAL
 LF0671'HOUSE.  ALL OTHER RECOVERY OK.  ADDRESS OF HOME - 73091 643A AVE.
 LF0671
 LF0671                          STATION RECOVERY (2013)
 LF0671
 LF0671'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0139 ***********************************************************************
 LJ0139  DESIGNATION -  H 27
 LJ0139  PID         -  LJ0139
 LJ0139  STATE/COUNTY-  NE/FRONTIER
 LJ0139  COUNTRY     -  US
 LJ0139  USGS QUAD   -  CURTIS SW (2017)
 LJ0139
 LJ0139                         *CURRENT SURVEY CONTROL
 LJ0139  ______________________________________________________________________
 LJ0139* NAD 83(1986) POSITION- 40 37 18.     (N) 100 37 53.     (W)   SCALED
 LJ0139* NAVD 88 ORTHO HEIGHT -   851.208 (meters)     2792.67  (feet) ADJUSTED
 LJ0139  ______________________________________________________________________
 LJ0139  GEOID HEIGHT    -        -23.118 (meters)                     GEOID18
 LJ0139  DYNAMIC HEIGHT  -        850.680 (meters)     2790.94  (feet) COMP
 LJ0139  MODELED GRAVITY -    979,976.1   (mgal)                       NAVD 88
 LJ0139
 LJ0139  VERT ORDER      -  SECOND    CLASS 0
 LJ0139
 LJ0139.The horizontal coordinates were scaled from a map and have
 LJ0139.an estimated accuracy of +/- 6 seconds.
 LJ0139
 LJ0139.The orthometric height was determined by differential leveling and
 LJ0139.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0139.in June 1991.
 LJ0139
 LJ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0139.GEOID18 height accuracy estimate available here.
 LJ0139
 LJ0139.Click photographs - Photos may exist for this station.
 LJ0139
 LJ0139.The dynamic height is computed by dividing the NAVD 88
 LJ0139.geopotential number by the normal gravity value computed on the
 LJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0139.degrees latitude (g = 980.6199 gals.).
 LJ0139
 LJ0139.The modeled gravity was interpolated from observed gravity values.
 LJ0139
 LJ0139;                    North         East    Units  Estimated Accuracy
 LJ0139;SPC NE       -    87,720.      446,590.      MT  (+/- 180 meters Scaled)
 LJ0139
 LJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK620980(NAD 83)
 LJ0139
 LJ0139                          SUPERSEDED SURVEY CONTROL
 LJ0139
 LJ0139  NGVD 29 (??/??/92)  850.869  (m)         2791.56   (f) ADJ UNCH    2 0
 LJ0139
 LJ0139.Superseded values are not recommended for survey control.
 LJ0139
 LJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0139.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0139
 LJ0139_MARKER: DB = BENCH MARK DISK
 LJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0139_STAMPING: H 27 1934
 LJ0139_MARK LOGO: CGS
 LJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0139+STABILITY: SURFACE MOTION
 LJ0139
 LJ0139  HISTORY     - Date     Condition        Report By
 LJ0139  HISTORY     - 1934     MONUMENTED       CGS
 LJ0139  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0139
 LJ0139                          STATION DESCRIPTION
 LJ0139
 LJ0139'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0139'2.5 MI S FROM MAYWOOD.
 LJ0139'2.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0139'COUNTY, 90 FEET NORTH OF A NORTHWEST-AND-SOUTHEAST FENCE, 44
 LJ0139'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET WEST OF
 LJ0139'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 27 1934 AND
 LJ0139'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1029 ***********************************************************************
 NM1029  DESIGNATION -  H 270
 NM1029  PID         -  NM1029
 NM1029  STATE/COUNTY-  NE/CEDAR
 NM1029  COUNTRY     -  US
 NM1029  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1029
 NM1029                         *CURRENT SURVEY CONTROL
 NM1029  ______________________________________________________________________
 NM1029* NAD 83(1986) POSITION- 42 51 00.     (N) 097 23 50.     (W)   SCALED
 NM1029* NAVD 88 ORTHO HEIGHT -   359.389 (meters)     1179.10  (feet) ADJUSTED
 NM1029  ______________________________________________________________________
 NM1029  GEOID HEIGHT    -        -25.573 (meters)                     GEOID18
 NM1029  DYNAMIC HEIGHT  -        359.288 (meters)     1178.76  (feet) COMP
 NM1029  MODELED GRAVITY -    980,327.9   (mgal)                       NAVD 88
 NM1029
 NM1029  VERT ORDER      -  FIRST     CLASS II
 NM1029
 NM1029.The horizontal coordinates were scaled from a map and have
 NM1029.an estimated accuracy of +/- 6 seconds.
 NM1029
 NM1029.The orthometric height was determined by differential leveling and
 NM1029.adjusted by the NATIONAL GEODETIC SURVEY
 NM1029.in June 1991.
 NM1029
 NM1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1029.GEOID18 height accuracy estimate available here.
 NM1029
 NM1029.Click photographs - Photos may exist for this station.
 NM1029
 NM1029.The dynamic height is computed by dividing the NAVD 88
 NM1029.geopotential number by the normal gravity value computed on the
 NM1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1029.degrees latitude (g = 980.6199 gals.).
 NM1029
 NM1029.The modeled gravity was interpolated from observed gravity values.
 NM1029
 NM1029;                    North         East    Units  Estimated Accuracy
 NM1029;SPC NE       -   338,160.      712,700.      MT  (+/- 180 meters Scaled)
 NM1029
 NM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN309454(NAD 83)
 NM1029
 NM1029                          SUPERSEDED SURVEY CONTROL
 NM1029
 NM1029  NGVD 29 (??/??/92)  359.187  (m)         1178.43   (f) ADJ UNCH    1 2
 NM1029
 NM1029.Superseded values are not recommended for survey control.
 NM1029
 NM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1029.See file dsdata.pdf to determine how the superseded data were derived.
 NM1029
 NM1029_MARKER: DB = BENCH MARK DISK
 NM1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1029_STAMPING: H 270 1949
 NM1029_MARK LOGO: CGS
 NM1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1029+STABILITY: SURFACE MOTION
 NM1029
 NM1029  HISTORY     - Date     Condition        Report By
 NM1029  HISTORY     - 1949     MONUMENTED       CGS
 NM1029  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1029
 NM1029                          STATION DESCRIPTION
 NM1029
 NM1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1029'0.8 MI S FROM YANKTON.
 NM1029'0.75 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1029'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, AT A JUNCTION
 NM1029'WITH A DIRT ROAD LEADING EAST, 117 FEET SOUTHWEST OF THE SOUTHWEST
 NM1029'CORNER OF THE ROSE KOHLA SERVICE STATION, 42 FEET EAST OF THE
 NM1029'CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTER LINE
 NM1029'OF THE ROAD LEADING EAST, 5.8 FEET WEST OF A LONE COTTONWOOD
 NM1029'TREE, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 NM1029'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1029
 NM1029                          STATION RECOVERY (1967)
 NM1029
 NM1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1405 ***********************************************************************
 NM1405  DESIGNATION -  H 271
 NM1405  PID         -  NM1405
 NM1405  STATE/COUNTY-  NE/KNOX
 NM1405  COUNTRY     -  US
 NM1405  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1405
 NM1405                         *CURRENT SURVEY CONTROL
 NM1405  ______________________________________________________________________
 NM1405* NAD 83(1986) POSITION- 42 46 17.     (N) 097 43 13.     (W)   SCALED
 NM1405* NAVD 88 ORTHO HEIGHT -   525.019 (meters)     1722.50  (feet) ADJUSTED
 NM1405  ______________________________________________________________________
 NM1405  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 NM1405  DYNAMIC HEIGHT  -        524.841 (meters)     1721.92  (feet) COMP
 NM1405  MODELED GRAVITY -    980,265.6   (mgal)                       NAVD 88
 NM1405
 NM1405  VERT ORDER      -  SECOND    CLASS 0
 NM1405
 NM1405.The horizontal coordinates were scaled from a map and have
 NM1405.an estimated accuracy of +/- 6 seconds.
 NM1405
 NM1405.The orthometric height was determined by differential leveling and
 NM1405.adjusted by the NATIONAL GEODETIC SURVEY
 NM1405.in June 1991.
 NM1405
 NM1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1405.GEOID18 height accuracy estimate available here.
 NM1405
 NM1405.Click photographs - Photos may exist for this station.
 NM1405
 NM1405.The dynamic height is computed by dividing the NAVD 88
 NM1405.geopotential number by the normal gravity value computed on the
 NM1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1405.degrees latitude (g = 980.6199 gals.).
 NM1405
 NM1405.The modeled gravity was interpolated from observed gravity values.
 NM1405
 NM1405;                    North         East    Units  Estimated Accuracy
 NM1405;SPC NE       -   328,690.      686,540.      MT  (+/- 180 meters Scaled)
 NM1405
 NM1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN046362(NAD 83)
 NM1405
 NM1405                          SUPERSEDED SURVEY CONTROL
 NM1405
 NM1405  NGVD 29 (??/??/92)  524.790  (m)         1721.75   (f) ADJ UNCH    2 0
 NM1405
 NM1405.Superseded values are not recommended for survey control.
 NM1405
 NM1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1405.See file dsdata.pdf to determine how the superseded data were derived.
 NM1405
 NM1405_MARKER: DB = BENCH MARK DISK
 NM1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1405_STAMPING: H 271 1949
 NM1405_MARK LOGO: CGS
 NM1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1405+STABILITY: SURFACE MOTION
 NM1405
 NM1405  HISTORY     - Date     Condition        Report By
 NM1405  HISTORY     - 1949     MONUMENTED       CGS
 NM1405
 NM1405                          STATION DESCRIPTION
 NM1405
 NM1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (JA)
 NM1405'3.6 MI NE FROM LINDY.
 NM1405'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1405'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 NM1405'THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AT A FENCE CORNER WITH
 NM1405'A DIRT TRAIL LEADING EAST ALONG A FENCE LINE, 27 FEET WEST OF THE
 NM1405'CENTER LINE OF THE ROAD, 3.3 FEET NORTHEAST OF A STEEL FENCE
 NM1405'CORNER POST, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 NM1405'OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1039 ***********************************************************************
 NM1039  DESIGNATION -  H 272
 NM1039  PID         -  NM1039
 NM1039  STATE/COUNTY-  NE/CEDAR
 NM1039  COUNTRY     -  US
 NM1039  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1039
 NM1039                         *CURRENT SURVEY CONTROL
 NM1039  ______________________________________________________________________
 NM1039* NAD 83(1986) POSITION- 42 50 42.     (N) 097 23 15.     (W)   SCALED
 NM1039* NAVD 88 ORTHO HEIGHT -   358.119 (meters)     1174.93  (feet) ADJUSTED
 NM1039  ______________________________________________________________________
 NM1039  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 NM1039  DYNAMIC HEIGHT  -        358.017 (meters)     1174.59  (feet) COMP
 NM1039  MODELED GRAVITY -    980,327.6   (mgal)                       NAVD 88
 NM1039
 NM1039  VERT ORDER      -  SECOND    CLASS 0
 NM1039
 NM1039.The horizontal coordinates were scaled from a map and have
 NM1039.an estimated accuracy of +/- 6 seconds.
 NM1039
 NM1039.The orthometric height was determined by differential leveling and
 NM1039.adjusted by the NATIONAL GEODETIC SURVEY
 NM1039.in June 1991.
 NM1039
 NM1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1039.GEOID18 height accuracy estimate available here.
 NM1039
 NM1039.Click photographs - Photos may exist for this station.
 NM1039
 NM1039.The dynamic height is computed by dividing the NAVD 88
 NM1039.geopotential number by the normal gravity value computed on the
 NM1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1039.degrees latitude (g = 980.6199 gals.).
 NM1039
 NM1039.The modeled gravity was interpolated from observed gravity values.
 NM1039
 NM1039;                    North         East    Units  Estimated Accuracy
 NM1039;SPC NE       -   337,630.      713,510.      MT  (+/- 180 meters Scaled)
 NM1039
 NM1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN317448(NAD 83)
 NM1039
 NM1039                          SUPERSEDED SURVEY CONTROL
 NM1039
 NM1039  NGVD 29 (??/??/92)  357.918  (m)         1174.27   (f) ADJ UNCH    2 0
 NM1039
 NM1039.Superseded values are not recommended for survey control.
 NM1039
 NM1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1039.See file dsdata.pdf to determine how the superseded data were derived.
 NM1039
 NM1039_MARKER: DB = BENCH MARK DISK
 NM1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1039_STAMPING: H 272 1949
 NM1039_MARK LOGO: CGS
 NM1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1039+STABILITY: SURFACE MOTION
 NM1039
 NM1039  HISTORY     - Date     Condition        Report By
 NM1039  HISTORY     - 1949     MONUMENTED       CGS
 NM1039
 NM1039                          STATION DESCRIPTION
 NM1039
 NM1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1039'2.6 MI SE FROM YANKTON.
 NM1039'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1039'YANKTON, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, ON THE
 NM1039'EAST SIDE OF A PRIVATE DRIVEWAY LEADING NORTH TO LAVERLE AVENELL
 NM1039'FARM HOME, 136 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 NM1039'ROAD, 102.0 FEET NORTH OF A FENCE CORNER POST, 15 FEET EAST
 NM1039'OF THE CENTER LINE OF THE PRIVATE DRIVEWAY, 1.0 FOOT WEST OF
 NM1039'A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 NM1039'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0323 ***********************************************************************
 NN0323  DESIGNATION -  H 273
 NN0323  PID         -  NN0323
 NN0323  STATE/COUNTY-  NE/BOYD
 NN0323  COUNTRY     -  US
 NN0323  USGS QUAD   -  GROSS (2017)
 NN0323
 NN0323                         *CURRENT SURVEY CONTROL
 NN0323  ______________________________________________________________________
 NN0323* NAD 83(1986) POSITION- 42 54 56.     (N) 098 31 34.     (W)   SCALED
 NN0323* NAVD 88 ORTHO HEIGHT -   511.044 (meters)     1676.65  (feet) ADJUSTED
 NN0323  ______________________________________________________________________
 NN0323  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 NN0323  DYNAMIC HEIGHT  -        510.862 (meters)     1676.05  (feet) COMP
 NN0323  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 NN0323
 NN0323  VERT ORDER      -  SECOND    CLASS 0
 NN0323
 NN0323.The horizontal coordinates were scaled from a map and have
 NN0323.an estimated accuracy of +/- 6 seconds.
 NN0323
 NN0323.The orthometric height was determined by differential leveling and
 NN0323.adjusted by the NATIONAL GEODETIC SURVEY
 NN0323.in June 1991.
 NN0323
 NN0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0323.GEOID18 height accuracy estimate available here.
 NN0323
 NN0323.Click photographs - Photos may exist for this station.
 NN0323
 NN0323.The dynamic height is computed by dividing the NAVD 88
 NN0323.geopotential number by the normal gravity value computed on the
 NN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0323.degrees latitude (g = 980.6199 gals.).
 NN0323
 NN0323.The modeled gravity was interpolated from observed gravity values.
 NN0323
 NN0323;                    North         East    Units  Estimated Accuracy
 NN0323;SPC NE       -   343,270.      620,340.      MT  (+/- 180 meters Scaled)
 NN0323
 NN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN386515(NAD 83)
 NN0323
 NN0323                          SUPERSEDED SURVEY CONTROL
 NN0323
 NN0323  NGVD 29 (??/??/92)  510.764  (m)         1675.73   (f) ADJ UNCH    2 0
 NN0323
 NN0323.Superseded values are not recommended for survey control.
 NN0323
 NN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0323.See file dsdata.pdf to determine how the superseded data were derived.
 NN0323
 NN0323_MARKER: DB = BENCH MARK DISK
 NN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0323_STAMPING: H 273 1949
 NN0323_MARK LOGO: CGS
 NN0323_PROJECTION: FLUSH
 NN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0323+STABILITY: SURFACE MOTION
 NN0323
 NN0323  HISTORY     - Date     Condition        Report By
 NN0323  HISTORY     - 1949     MONUMENTED       CGS
 NN0323
 NN0323                          STATION DESCRIPTION
 NN0323
 NN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0323'8.7 MI NW FROM LYNCH.
 NN0323'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFIFCE AT LYNCH,
 NN0323'THENCE 2.4 MILES WEST ALONG A DIRT ROAD, IN THE NORTHWEST QUARTER
 NN0323'OF A PUBLIC ROAD CROSSING, IN THE SOUTHWEST CORNER OF A SCHOOLYARD,
 NN0323'271 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 NN0323'73.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 NN0323'45 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 7.3 FEET
 NN0323'NORTH OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 1.4
 NN0323'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0323'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0689 ***********************************************************************
 NM0689  DESIGNATION -  H 274
 NM0689  PID         -  NM0689
 NM0689  STATE/COUNTY-  NE/DIXON
 NM0689  COUNTRY     -  US
 NM0689  USGS QUAD   -  CONCORD (2017)
 NM0689
 NM0689                         *CURRENT SURVEY CONTROL
 NM0689  ______________________________________________________________________
 NM0689* NAD 83(1986) POSITION- 42 28 00.     (N) 096 59 42.     (W)   SCALED
 NM0689* NAVD 88 ORTHO HEIGHT -   463.887 (meters)     1521.94  (feet) ADJUSTED
 NM0689  ______________________________________________________________________
 NM0689  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 NM0689  DYNAMIC HEIGHT  -        463.736 (meters)     1521.44  (feet) COMP
 NM0689  MODELED GRAVITY -    980,280.0   (mgal)                       NAVD 88
 NM0689
 NM0689  VERT ORDER      -  SECOND    CLASS 0
 NM0689
 NM0689.The horizontal coordinates were scaled from a map and have
 NM0689.an estimated accuracy of +/- 6 seconds.
 NM0689
 NM0689.The orthometric height was determined by differential leveling and
 NM0689.adjusted by the NATIONAL GEODETIC SURVEY
 NM0689.in June 1991.
 NM0689
 NM0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0689.GEOID18 height accuracy estimate available here.
 NM0689
 NM0689.Click photographs - Photos may exist for this station.
 NM0689
 NM0689.The dynamic height is computed by dividing the NAVD 88
 NM0689.geopotential number by the normal gravity value computed on the
 NM0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0689.degrees latitude (g = 980.6199 gals.).
 NM0689
 NM0689.The modeled gravity was interpolated from observed gravity values.
 NM0689
 NM0689;                    North         East    Units  Estimated Accuracy
 NM0689;SPC NE       -   296,670.      747,040.      MT  (+/- 180 meters Scaled)
 NM0689
 NM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN648035(NAD 83)
 NM0689
 NM0689                          SUPERSEDED SURVEY CONTROL
 NM0689
 NM0689  NGVD 29 (??/??/92)  463.698  (m)         1521.32   (f) ADJ UNCH    2 0
 NM0689
 NM0689.Superseded values are not recommended for survey control.
 NM0689
 NM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0689.See file dsdata.pdf to determine how the superseded data were derived.
 NM0689
 NM0689_MARKER: DB = BENCH MARK DISK
 NM0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0689_STAMPING: H 274 1945
 NM0689_MARK LOGO: CGS
 NM0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0689+STABILITY: SURFACE MOTION
 NM0689
 NM0689  HISTORY     - Date     Condition        Report By
 NM0689  HISTORY     - 1949     MONUMENTED       CGS
 NM0689
 NM0689                          STATION DESCRIPTION
 NM0689
 NM0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0689'3.8 MI N FROM DIXON.
 NM0689'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON, AND
 NM0689'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0689'STATE HIGHWAY 116, AT THE INTERSECTION OF STATE HIGHWAY 116
 NM0689'AND U.S. HIGHWAY 20, AND AT EDDIES MOTEL, 235 FEET EAST OF
 NM0689'THE CENTER LINE OF STATE HIGHWAY 116, 152 FEET SOUTH OF THE
 NM0689'CENTER LINE OF U.S. HIGHWAY 20, 55.0 FEET SOUTH OF THE SOUTH
 NM0689'DOOR OF THE MOTEL, 83.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 NM0689'OF THE MOTEL, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 NM0689'OF A 5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1064 ***********************************************************************
 NM1064  DESIGNATION -  H 275
 NM1064  PID         -  NM1064
 NM1064  STATE/COUNTY-  NE/CEDAR
 NM1064  COUNTRY     -  US
 NM1064  USGS QUAD   -  MECKLING (2017)
 NM1064
 NM1064                         *CURRENT SURVEY CONTROL
 NM1064  ______________________________________________________________________
 NM1064* NAD 83(1986) POSITION- 42 45 24.     (N) 097 02 27.     (W)   SCALED
 NM1064* NAVD 88 ORTHO HEIGHT -   351.558 (meters)     1153.40  (feet) ADJUSTED
 NM1064  ______________________________________________________________________
 NM1064  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 NM1064  DYNAMIC HEIGHT  -        351.451 (meters)     1153.05  (feet) COMP
 NM1064  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 NM1064
 NM1064  VERT ORDER      -  SECOND    CLASS 0
 NM1064
 NM1064.The horizontal coordinates were scaled from a map and have
 NM1064.an estimated accuracy of +/- 6 seconds.
 NM1064
 NM1064.The orthometric height was determined by differential leveling and
 NM1064.adjusted by the NATIONAL GEODETIC SURVEY
 NM1064.in June 1991.
 NM1064
 NM1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1064.GEOID18 height accuracy estimate available here.
 NM1064
 NM1064.Click photographs - Photos may exist for this station.
 NM1064
 NM1064.The dynamic height is computed by dividing the NAVD 88
 NM1064.geopotential number by the normal gravity value computed on the
 NM1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1064.degrees latitude (g = 980.6199 gals.).
 NM1064
 NM1064.The modeled gravity was interpolated from observed gravity values.
 NM1064
 NM1064;                    North         East    Units  Estimated Accuracy
 NM1064;SPC NE       -   328,740.      742,170.      MT  (+/- 180 meters Scaled)
 NM1064
 NM1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN603356(NAD 83)
 NM1064
 NM1064                          SUPERSEDED SURVEY CONTROL
 NM1064
 NM1064  NGVD 29 (??/??/92)  351.353  (m)         1152.73   (f) ADJ UNCH    2 0
 NM1064
 NM1064.Superseded values are not recommended for survey control.
 NM1064
 NM1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1064.See file dsdata.pdf to determine how the superseded data were derived.
 NM1064
 NM1064_MARKER: DB = BENCH MARK DISK
 NM1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1064_STAMPING: H 275 1949
 NM1064_MARK LOGO: CGS
 NM1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1064+STABILITY: SURFACE MOTION
 NM1064
 NM1064  HISTORY     - Date     Condition        Report By
 NM1064  HISTORY     - 1949     MONUMENTED       CGS
 NM1064  HISTORY     - 1968     MARK NOT FOUND   CGS
 NM1064
 NM1064                          STATION DESCRIPTION
 NM1064
 NM1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1064'8.6 MI E FROM WYNOT.
 NM1064'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1064'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD THENCE 0.55
 NM1064'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1064'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1064'ROAD, THENCE 6.1 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM1064'HOME OF ORVIL BALDRIDGE AND OCCUPIED BY CYRIL KOCH, 170 FEET
 NM1064'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 78.0 FEET
 NM1064'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 29 FEET WEST OF
 NM1064'THE CENTER LINE OF A PRIVATE DRIVEWAY, 24.4 FEET NORTHEAST OF
 NM1064'OF THE NORTHEAST CORNER OF THE GARAGE, SET IN THE TOP OF A 5.5
 NM1064'FOOT CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM1064
 NM1064                          STATION RECOVERY (1968)
 NM1064
 NM1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0877 ***********************************************************************
 NM0877  DESIGNATION -  H 276
 NM0877  PID         -  NM0877
 NM0877  STATE/COUNTY-  NE/DIXON
 NM0877  COUNTRY     -  US
 NM0877  USGS QUAD   -  BURBANK (2017)
 NM0877
 NM0877                         *CURRENT SURVEY CONTROL
 NM0877  ______________________________________________________________________
 NM0877* NAD 83(1986) POSITION- 42 38 54.     (N) 096 47 54.     (W)   SCALED
 NM0877* NAVD 88 ORTHO HEIGHT -   373.205 (meters)     1224.42  (feet) ADJUSTED
 NM0877  ______________________________________________________________________
 NM0877  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 NM0877  DYNAMIC HEIGHT  -        373.090 (meters)     1224.05  (feet) COMP
 NM0877  MODELED GRAVITY -    980,301.4   (mgal)                       NAVD 88
 NM0877
 NM0877  VERT ORDER      -  SECOND    CLASS 0
 NM0877
 NM0877.The horizontal coordinates were scaled from a map and have
 NM0877.an estimated accuracy of +/- 6 seconds.
 NM0877
 NM0877.The orthometric height was determined by differential leveling and
 NM0877.adjusted by the NATIONAL GEODETIC SURVEY
 NM0877.in June 1991.
 NM0877
 NM0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0877.GEOID18 height accuracy estimate available here.
 NM0877
 NM0877.Click photographs - Photos may exist for this station.
 NM0877
 NM0877.The dynamic height is computed by dividing the NAVD 88
 NM0877.geopotential number by the normal gravity value computed on the
 NM0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0877.degrees latitude (g = 980.6199 gals.).
 NM0877
 NM0877.The modeled gravity was interpolated from observed gravity values.
 NM0877
 NM0877;                    North         East    Units  Estimated Accuracy
 NM0877;SPC NE       -   317,420.      762,450.      MT  (+/- 180 meters Scaled)
 NM0877
 NM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN804241(NAD 83)
 NM0877
 NM0877                          SUPERSEDED SURVEY CONTROL
 NM0877
 NM0877  NGVD 29 (??/??/92)  373.021  (m)         1223.82   (f) ADJ UNCH    2 0
 NM0877
 NM0877.Superseded values are not recommended for survey control.
 NM0877
 NM0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0877.See file dsdata.pdf to determine how the superseded data were derived.
 NM0877
 NM0877_MARKER: DB = BENCH MARK DISK
 NM0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0877_STAMPING: H 276 1949
 NM0877_MARK LOGO: CGS
 NM0877_PROJECTION: RECESSED 30 CENTIMETERS
 NM0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0877+STABILITY: SURFACE MOTION
 NM0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0877+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0877
 NM0877  HISTORY     - Date     Condition        Report By
 NM0877  HISTORY     - 1949     MONUMENTED       CGS
 NM0877  HISTORY     - 1962     GOOD             CGS
 NM0877  HISTORY     - 20200924 GOOD             NEGS
 NM0877
 NM0877                          STATION DESCRIPTION
 NM0877
 NM0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0877'5.6 MI SE FROM NEWCASTLE.
 NM0877'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0877'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0877'THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE
 NM0877'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 NM0877'GRADED DIRT ROAD, 90.0 FEET WEST OF THE WEST CORNER OF A BRIDGE,
 NM0877'40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 8.6 FEET NORTHWEST
 NM0877'OF A 16-INCH ELM WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 NM0877'TREE, 9.0 FEET NORTHWEST OF A FENCE, 9.6 FEET WEST OF A REFERENCE
 NM0877'POST, PROJECTING 3 INCHES ABOVE THE GROUND AND SET IN THE TOP OF
 NM0877'A 5.5 FOOT CONCRETE POST WHICH IS BURIED 1 FOOT BELOW THE SURFACE
 NM0877'OF THE GROUND.
 NM0877
 NM0877                          STATION RECOVERY (1962)
 NM0877
 NM0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM0877'RECOVERED IN GOOD CONDITION.
 NM0877
 NM0877                          STATION RECOVERY (2020)
 NM0877
 NM0877'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0877'TO REACH FROM THE JUNCTION OF HIGHWAY 12 AND NEBRASKA STREET AT PONCA,
 NM0877'GO NORTH ON NEBRASKA STREET FOR 0.1 MI (0.2 KM).  TURN RIGHT (EAST)
 NM0877'ONTO THIRD STREET AND GO 0.07 MI (0.11 KM) TO THE INTERSECTION OF NE.
 NM0877'26E (UNION STREET).  TURN LEFT (NORTH) AND GO 2.0 MI (3.2 KM) TO THE
 NM0877'INTERSECTION OF HIGHLAND ROAD.  TURN LEFT (WEST) AND GO 5.0 MI (8.0
 NM0877'KM) TO THE INTERSECTION OF HIGHLAND ROAD AND 8845 ROAD.  TURN LEFT
 NM0877'(WEST) AND GO 2.8 MI (4.5 KM) ON 8845 ROAD TO THE MARK ON THE RIGHT
 NM0877'(NW).  DEPTH NOT RECORDED.  MARK IS LOCATED UNDER A TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0138 ***********************************************************************
 LG0138  DESIGNATION -  H 277
 LG0138  PID         -  LG0138
 LG0138  STATE/COUNTY-  NE/CASS
 LG0138  COUNTRY     -  US
 LG0138  USGS QUAD   -  MANLEY (2017)
 LG0138
 LG0138                         *CURRENT SURVEY CONTROL
 LG0138  ______________________________________________________________________
 LG0138* NAD 83(1986) POSITION- 40 54 00.     (N) 096 08 21.     (W)   SCALED
 LG0138* NAVD 88 ORTHO HEIGHT -   370.364 (meters)     1215.10  (feet) ADJUSTED
 LG0138  ______________________________________________________________________
 LG0138  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 LG0138  DYNAMIC HEIGHT  -        370.209 (meters)     1214.59  (feet) COMP
 LG0138  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 LG0138
 LG0138  VERT ORDER      -  SECOND    CLASS 0
 LG0138
 LG0138.The horizontal coordinates were scaled from a map and have
 LG0138.an estimated accuracy of +/- 6 seconds.
 LG0138
 LG0138.The orthometric height was determined by differential leveling and
 LG0138.adjusted by the NATIONAL GEODETIC SURVEY
 LG0138.in June 1991.
 LG0138
 LG0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0138.GEOID18 height accuracy estimate available here.
 LG0138
 LG0138.Click photographs - Photos may exist for this station.
 LG0138
 LG0138.The dynamic height is computed by dividing the NAVD 88
 LG0138.geopotential number by the normal gravity value computed on the
 LG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0138.degrees latitude (g = 980.6199 gals.).
 LG0138
 LG0138.The modeled gravity was interpolated from observed gravity values.
 LG0138
 LG0138;                    North         East    Units  Estimated Accuracy
 LG0138;SPC NE       -   125,690.      825,120.      MT  (+/- 180 meters Scaled)
 LG0138
 LG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL409315(NAD 83)
 LG0138
 LG0138                          SUPERSEDED SURVEY CONTROL
 LG0138
 LG0138  NGVD 29 (??/??/92)  370.271  (m)         1214.80   (f) ADJ UNCH    2 0
 LG0138
 LG0138.Superseded values are not recommended for survey control.
 LG0138
 LG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0138.See file dsdata.pdf to determine how the superseded data were derived.
 LG0138
 LG0138_MARKER: DB = BENCH MARK DISK
 LG0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0138_STAMPING: H 277 1950
 LG0138_MARK LOGO: CGS
 LG0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0138+STABILITY: SURFACE MOTION
 LG0138
 LG0138  HISTORY     - Date     Condition        Report By
 LG0138  HISTORY     - 1950     MONUMENTED       CGS
 LG0138  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0138
 LG0138                          STATION DESCRIPTION
 LG0138
 LG0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0138'2.5 MI N FROM WEEPING WATER.
 LG0138'2.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0138'WEEPING WATER, AT A ROAD INTERSECTION, 131 FEET EAST OF THE
 LG0138'CENTER LINE OF THE HIGHWAY, 82 FEET EAST OF THE CENTER OF A
 LG0138'GATE, 20 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 LG0138'ROAD, 1 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 LG0138'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LG0138'THE GROUND.  NOTE-- EAST-WEST ROAD HAS BEEN WIDENED.  BENCH MARK
 LG0138'WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 LG0138
 LG0138                          STATION RECOVERY (1964)
 LG0138
 LG0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0511 ***********************************************************************
 NM0511  DESIGNATION -  H 278
 NM0511  PID         -  NM0511
 NM0511  STATE/COUNTY-  NE/THURSTON
 NM0511  COUNTRY     -  US
 NM0511  USGS QUAD   -  MACY (2017)
 NM0511
 NM0511                         *CURRENT SURVEY CONTROL
 NM0511  ______________________________________________________________________
 NM0511* NAD 83(1986) POSITION- 42 06 27.     (N) 096 17 06.     (W)   SCALED
 NM0511* NAVD 88 ORTHO HEIGHT -   322.154 (meters)     1056.93  (feet) ADJUSTED
 NM0511  ______________________________________________________________________
 NM0511  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 NM0511  DYNAMIC HEIGHT  -        322.042 (meters)     1056.57  (feet) COMP
 NM0511  MODELED GRAVITY -    980,265.8   (mgal)                       NAVD 88
 NM0511
 NM0511  VERT ORDER      -  SECOND    CLASS 0
 NM0511
 NM0511.The horizontal coordinates were scaled from a map and have
 NM0511.an estimated accuracy of +/- 6 seconds.
 NM0511
 NM0511.The orthometric height was determined by differential leveling and
 NM0511.adjusted by the NATIONAL GEODETIC SURVEY
 NM0511.in June 1991.
 NM0511
 NM0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0511.GEOID18 height accuracy estimate available here.
 NM0511
 NM0511.Click photographs - Photos may exist for this station.
 NM0511
 NM0511.The dynamic height is computed by dividing the NAVD 88
 NM0511.geopotential number by the normal gravity value computed on the
 NM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0511.degrees latitude (g = 980.6199 gals.).
 NM0511
 NM0511.The modeled gravity was interpolated from observed gravity values.
 NM0511
 NM0511;                    North         East    Units  Estimated Accuracy
 NM0511;SPC NE       -   259,090.      807,090.      MT  (+/- 180 meters Scaled)
 NM0511
 NM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM244652(NAD 83)
 NM0511
 NM0511                          SUPERSEDED SURVEY CONTROL
 NM0511
 NM0511  NGVD 29 (??/??/92)  322.006  (m)         1056.45   (f) ADJ UNCH    2 0
 NM0511
 NM0511.Superseded values are not recommended for survey control.
 NM0511
 NM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0511.See file dsdata.pdf to determine how the superseded data were derived.
 NM0511
 NM0511_MARKER: DB = BENCH MARK DISK
 NM0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0511_STAMPING: H 278 1949
 NM0511_MARK LOGO: CGS
 NM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0511+STABILITY: SURFACE MOTION
 NM0511
 NM0511  HISTORY     - Date     Condition        Report By
 NM0511  HISTORY     - 1949     MONUMENTED       CGS
 NM0511  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0511
 NM0511                          STATION DESCRIPTION
 NM0511
 NM0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0511'4.6 MI E FROM MACY.
 NM0511'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0511'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0511'0.85 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES
 NM0511'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 NM0511'DIRT ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A DIRT ROAD, 60
 NM0511'FEET EAST OF THE CENTER LINE OF THE ROAD, 39.0 FEET NORTHEAST
 NM0511'OF A 12-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON THE EAST
 NM0511'SIDE OF THE TREE, 15.5 FEET WEST OF A 24-INCH COTTONWOOD WITH
 NM0511'A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 2.0 FEET NORTH
 NM0511'OF A REFERENCE POST, AND ST IN THE TOP OF A 6-FOOT CONCRETE
 NM0511'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- LANDOWNER
 NM0511'STATED THAT IT HAD BEEN DESTROYED BY CULTIVATION.
 NM0511
 NM0511                          STATION RECOVERY (1965)
 NM0511
 NM0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0079 ***********************************************************************
 LH0079  DESIGNATION -  H 279
 LH0079  PID         -  LH0079
 LH0079  STATE/COUNTY-  NE/HALL
 LH0079  COUNTRY     -  US
 LH0079  USGS QUAD   -  ALDA (2017)
 LH0079
 LH0079                         *CURRENT SURVEY CONTROL
 LH0079  ______________________________________________________________________
 LH0079* NAD 83(1986) POSITION- 40 51 43.61   (N) 098 29 00.66   (W)   HD_HELD1
 LH0079* NAVD 88 ORTHO HEIGHT -   585.934 (meters)     1922.35  (feet) ADJUSTED
 LH0079  ______________________________________________________________________
 LH0079  GEOID HEIGHT    -        -24.890 (meters)                     GEOID18
 LH0079  DYNAMIC HEIGHT  -        585.623 (meters)     1921.33  (feet) COMP
 LH0079  MODELED GRAVITY -    980,074.7   (mgal)                       NAVD 88
 LH0079
 LH0079  VERT ORDER      -  FIRST     CLASS II
 LH0079
 LH0079.The horizontal coordinates were determined by differentially corrected
 LH0079.hand held GPS observations or other comparable positioning techniques
 LH0079.and have an estimated accuracy of +/- 3 meters.
 LH0079
 LH0079.The orthometric height was determined by differential leveling and
 LH0079.adjusted by the NATIONAL GEODETIC SURVEY
 LH0079.in June 1991.
 LH0079
 LH0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0079.GEOID18 height accuracy estimate available here.
 LH0079
 LH0079.Click photographs - Photos may exist for this station.
 LH0079
 LH0079.The dynamic height is computed by dividing the NAVD 88
 LH0079.geopotential number by the normal gravity value computed on the
 LH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0079.degrees latitude (g = 980.6199 gals.).
 LH0079
 LH0079.The modeled gravity was interpolated from observed gravity values.
 LH0079
 LH0079;                    North         East    Units  Estimated Accuracy
 LH0079;SPC NE       -   115,343.7     627,812.9     MT  (+/- 3 meters HH1 GPS) 
 LH0079
 LH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4352723578(NAD 83)
 LH0079
 LH0079                          SUPERSEDED SURVEY CONTROL
 LH0079
 LH0079  NGVD 29 (02/14/92)  585.687  (m)         1921.54   (f) ADJUSTED    1 2
 LH0079  NGVD 29 (??/??/87)  585.687  (m)         1921.54   (f) SUPERSEDED  1 2
 LH0079
 LH0079.Superseded values are not recommended for survey control.
 LH0079
 LH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0079.See file dsdata.pdf to determine how the superseded data were derived.
 LH0079
 LH0079_MARKER: DB = BENCH MARK DISK
 LH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0079_STAMPING: H 279 1949
 LH0079_MARK LOGO: CGS
 LH0079_PROJECTION: FLUSH
 LH0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0079+STABILITY: SURFACE MOTION
 LH0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0079+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2019
 LH0079
 LH0079  HISTORY     - Date     Condition        Report By
 LH0079  HISTORY     - 1949     MONUMENTED       CGS
 LH0079  HISTORY     - 1990     GOOD             USPSQD
 LH0079  HISTORY     - 19910924 GOOD             NGS
 LH0079  HISTORY     - 20190930 GOOD             NE-109
 LH0079
 LH0079                          STATION DESCRIPTION
 LH0079
 LH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0079'1 MI SW FROM ALDA.
 LH0079'0.95 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0079'STATION AT ALDA, 15 RAILS SOUTHWEST OF A 30-INCH IRON TUBE
 LH0079'CULVERT 155.35, 46.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LH0079'SOUTHEAST SET OF TRACKS, 1.9 FEET NORTHWEST OF THE RIGHT-OF-WAY
 LH0079'FENCE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 LH0079'OF A 10-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND
 LH0079'AND WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING STEEL.
 LH0079
 LH0079                          STATION RECOVERY (1990)
 LH0079
 LH0079'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0079'RECOVERED IN GOOD CONDITION.
 LH0079
 LH0079                          STATION RECOVERY (1991)
 LH0079
 LH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0079'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0079'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.5 M (188.6 FT) SOUTHEAST OF
 LH0079'THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) NORTHEAST OF A UTILITY POLE
 LH0079'WITH 2 GUY CABLES, 14.0 M (45.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0079'UNION PACIFIC RAILROAD, 12.4 M (40.7 FT) SOUTHWEST OF A UTILITY POLE,
 LH0079'0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) NORTHWEST
 LH0079'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LH0079'ABOVE THE GROUND SURFACE.
 LH0079
 LH0079                          STATION RECOVERY (2019)
 LH0079
 LH0079'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0079'THE MARK IS 188.6 FT (57.5 M) SOUTHEAST OF U.S. HIGHWAY 30 CENTERLINE,
 LH0079'45.9 FT (14.0 M) SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0079'RAILROAD, 89.5 FT (27.3 M) SOUTHWEST OF A POWER POLE, 113.7 FT (34.7
 LH0079'M) NORTHEAST OF A POWER POLE, 1.6 FT (0.5 M) NORTHWEST OF A WITNESS
 LH0079'POST, 2.6 FT (0.8 M) SOUTHWEST OF A CONCRETE POST AND 2.0 FT (0.6 M)
 LH0079'NORTH OF A CONCRETE FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0150 ***********************************************************************
 LJ0150  DESIGNATION -  H 28
 LJ0150  PID         -  LJ0150
 LJ0150  STATE/COUNTY-  NE/LINCOLN
 LJ0150  COUNTRY     -  US
 LJ0150  USGS QUAD   -  WELLFLEET (2017)
 LJ0150
 LJ0150                         *CURRENT SURVEY CONTROL
 LJ0150  ______________________________________________________________________
 LJ0150* NAD 83(1986) POSITION- 40 51 03.     (N) 100 40 39.     (W)   SCALED
 LJ0150* NAVD 88 ORTHO HEIGHT -   908.078 (meters)     2979.25  (feet) ADJUSTED
 LJ0150  ______________________________________________________________________
 LJ0150  GEOID HEIGHT    -        -22.734 (meters)                     GEOID18
 LJ0150  DYNAMIC HEIGHT  -        907.513 (meters)     2977.40  (feet) COMP
 LJ0150  MODELED GRAVITY -    979,971.9   (mgal)                       NAVD 88
 LJ0150
 LJ0150  VERT ORDER      -  SECOND    CLASS 0
 LJ0150
 LJ0150.The horizontal coordinates were scaled from a map and have
 LJ0150.an estimated accuracy of +/- 6 seconds.
 LJ0150
 LJ0150.The orthometric height was determined by differential leveling and
 LJ0150.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0150.in June 1994.
 LJ0150
 LJ0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0150.GEOID18 height accuracy estimate available here.
 LJ0150
 LJ0150.Click photographs - Photos may exist for this station.
 LJ0150
 LJ0150.The dynamic height is computed by dividing the NAVD 88
 LJ0150.geopotential number by the normal gravity value computed on the
 LJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0150.degrees latitude (g = 980.6199 gals.).
 LJ0150
 LJ0150.The modeled gravity was interpolated from observed gravity values.
 LJ0150
 LJ0150;                    North         East    Units  Estimated Accuracy
 LJ0150;SPC NE       -   113,190.      442,890.      MT  (+/- 180 meters Scaled)
 LJ0150
 LJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585235(NAD 83)
 LJ0150
 LJ0150                          SUPERSEDED SURVEY CONTROL
 LJ0150
 LJ0150  NAVD 88 (06/15/91)  908.075  (m)         2979.24   (f) SUPERSEDED  2 0
 LJ0150  NGVD 29 (??/??/92)  907.710  (m)         2978.05   (f) ADJ UNCH    2 0
 LJ0150
 LJ0150.Superseded values are not recommended for survey control.
 LJ0150
 LJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0150.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0150
 LJ0150_MARKER: DB = BENCH MARK DISK
 LJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0150_STAMPING: H 28 1934
 LJ0150_MARK LOGO: CGS
 LJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0150+STABILITY: SURFACE MOTION
 LJ0150
 LJ0150  HISTORY     - Date     Condition        Report By
 LJ0150  HISTORY     - 1934     MONUMENTED       CGS
 LJ0150  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0150
 LJ0150                          STATION DESCRIPTION
 LJ0150
 LJ0150'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0150'16.2 MI N FROM MAYWOOD.
 LJ0150'IN LINCOLN COUNTY, 16.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0150'MAYWOOD, FRONTIER COUNTY, 23 FEET SOUTH OF THE CENTERLINE OF A
 LJ0150'SIDE ROAD FROM THE EAST, IN THE CORNER OF A FENCE, 41 FEET EAST
 LJ0150'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF THE
 LJ0150'RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A NORTH-AND-SOUTH
 LJ0150'FENCE.  A STANDARD DISK, STAMPED H 28 1934 AND SET IN THE TOP
 LJ0150'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0817 ***********************************************************************
 MK0817  DESIGNATION -  H 280
 MK0817  PID         -  MK0817
 MK0817  STATE/COUNTY-  NE/SARPY
 MK0817  COUNTRY     -  US
 MK0817  USGS QUAD   -  RALSTON (2017)
 MK0817
 MK0817                         *CURRENT SURVEY CONTROL
 MK0817  ______________________________________________________________________
 MK0817* NAD 83(1986) POSITION- 41 09 46.63   (N) 096 05 27.82   (W)   HD_HELD1
 MK0817* NAVD 88 ORTHO HEIGHT -   336.581 (meters)     1104.27  (feet) ADJUSTED
 MK0817  ______________________________________________________________________
 MK0817  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 MK0817  DYNAMIC HEIGHT  -        336.441 (meters)     1103.81  (feet) COMP
 MK0817  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 MK0817
 MK0817  VERT ORDER      -  SECOND    CLASS 0
 MK0817
 MK0817.The horizontal coordinates were determined by differentially corrected
 MK0817.hand held GPS observations or other comparable positioning techniques
 MK0817.and have an estimated accuracy of +/- 3 meters.
 MK0817
 MK0817.The orthometric height was determined by differential leveling and
 MK0817.adjusted by the NATIONAL GEODETIC SURVEY
 MK0817.in June 1991.
 MK0817
 MK0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0817.GEOID18 height accuracy estimate available here.
 MK0817
 MK0817.Click photographs - Photos may exist for this station.
 MK0817
 MK0817.The dynamic height is computed by dividing the NAVD 88
 MK0817.geopotential number by the normal gravity value computed on the
 MK0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0817.degrees latitude (g = 980.6199 gals.).
 MK0817
 MK0817.The modeled gravity was interpolated from observed gravity values.
 MK0817
 MK0817;                    North         East    Units  Estimated Accuracy
 MK0817;SPC NE       -   155,034.6     827,850.1     MT  (+/- 3 meters HH1 GPS) 
 MK0817
 MK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4405660926(NAD 83)
 MK0817
 MK0817                          SUPERSEDED SURVEY CONTROL
 MK0817
 MK0817  NGVD 29 (??/??/92)  336.470  (m)         1103.90   (f) ADJ UNCH    2 0
 MK0817
 MK0817.Superseded values are not recommended for survey control.
 MK0817
 MK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0817.See file dsdata.pdf to determine how the superseded data were derived.
 MK0817
 MK0817_MARKER: DB = BENCH MARK DISK
 MK0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0817_STAMPING: H 280 1950
 MK0817_MARK LOGO: CGS
 MK0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0817+STABILITY: SURFACE MOTION
 MK0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0817+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2016
 MK0817
 MK0817  HISTORY     - Date     Condition        Report By
 MK0817  HISTORY     - 1950     MONUMENTED       CGS
 MK0817  HISTORY     - 20060226 GOOD             INDIV
 MK0817  HISTORY     - 20120529 GOOD             THOMDD
 MK0817  HISTORY     - 20161102 GOOD             THOMDD
 MK0817  HISTORY     - 20161102 GOOD             THOMDD
 MK0817
 MK0817                          STATION DESCRIPTION
 MK0817
 MK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0817'3.3 MI W FROM PAPILLION.
 MK0817'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 MK0817'AT PAPILLION, THENCE 1.2 MILES NORTH ALONG A GRAVELED ROAD, 325
 MK0817'FEET NORTH OF A ROAD INTERSECTION, AT THE TOP OF A HILL, 32 FEET
 MK0817'WEST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTH OF A TELEPHONE
 MK0817'POLE, 0.8 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 MK0817'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0817'THE GROUND.
 MK0817
 MK0817                          STATION RECOVERY (2006)
 MK0817
 MK0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0817'THE HWY 50 REFERENCED IS KNOWN LOCALLY AS HWY 370.  THE INTERSECTING
 MK0817'ROADS REFERENCED ARE LOCALLY 114TH STREET (N-S ROAD) AND CORNHUSKER
 MK0817'ROAD (E-W ROAD).
 MK0817
 MK0817                          STATION RECOVERY (2012)
 MK0817
 MK0817'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2012 (MTC)
 MK0817'RECOVERED IN GOOD CONDITION.
 MK0817
 MK0817                          STATION RECOVERY (2016)
 MK0817
 MK0817'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (NJO)
 MK0817'LOCAL GPS RTK LAT 41D 09M 46.64S N  LAT 96D 05M 27.83S W. EAST +-33FT
 MK0817'TO
 MK0817'WEST CURB LINE 114TH STREET. NORTH +-80FT TO SOUTH FACE HIGH
 MK0817'TRANSMISSION POWER POLE.
 MK0817
 MK0817                          STATION RECOVERY (2016)
 MK0817
 MK0817'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (NJO)
 MK0817'LOCAL GPS RTK LAT 41D 09M 46.64S N  LAT 96D 05M 27.83S W. EAST +-33FT
 MK0817'TO
 MK0817'WEST CURB LINE 114TH STREET. NORTH +-80FT TO SOUTH FACE HIGH
 MK0817'TRANSMISSION POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0418 ***********************************************************************
 ML0418  DESIGNATION -  H 281
 ML0418  PID         -  ML0418
 ML0418  STATE/COUNTY-  NE/HOWARD
 ML0418  COUNTRY     -  US
 ML0418  USGS QUAD   -  BOELUS (2017)
 ML0418
 ML0418                         *CURRENT SURVEY CONTROL
 ML0418  ______________________________________________________________________
 ML0418* NAD 83(1986) POSITION- 41 06 26.     (N) 098 43 49.     (W)   SCALED
 ML0418* NAVD 88 ORTHO HEIGHT -   620.490 (meters)     2035.72  (feet) ADJUSTED
 ML0418  ______________________________________________________________________
 ML0418  GEOID HEIGHT    -        -24.315 (meters)                     GEOID18
 ML0418  DYNAMIC HEIGHT  -        620.175 (meters)     2034.69  (feet) COMP
 ML0418  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 ML0418
 ML0418  VERT ORDER      -  SECOND    CLASS 0
 ML0418
 ML0418.The horizontal coordinates were scaled from a map and have
 ML0418.an estimated accuracy of +/- 6 seconds.
 ML0418
 ML0418.The orthometric height was determined by differential leveling and
 ML0418.adjusted by the NATIONAL GEODETIC SURVEY
 ML0418.in June 1991.
 ML0418
 ML0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0418.GEOID18 height accuracy estimate available here.
 ML0418
 ML0418.Click photographs - Photos may exist for this station.
 ML0418
 ML0418.The dynamic height is computed by dividing the NAVD 88
 ML0418.geopotential number by the normal gravity value computed on the
 ML0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0418.degrees latitude (g = 980.6199 gals.).
 ML0418
 ML0418.The modeled gravity was interpolated from observed gravity values.
 ML0418
 ML0418;                    North         East    Units  Estimated Accuracy
 ML0418;SPC NE       -   142,220.      606,620.      MT  (+/- 180 meters Scaled)
 ML0418
 ML0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226506(NAD 83)
 ML0418
 ML0418                          SUPERSEDED SURVEY CONTROL
 ML0418
 ML0418  NGVD 29 (??/??/92)  620.254  (m)         2034.95   (f) ADJ UNCH    2 0
 ML0418
 ML0418.Superseded values are not recommended for survey control.
 ML0418
 ML0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0418.See file dsdata.pdf to determine how the superseded data were derived.
 ML0418
 ML0418_MARKER: DB = BENCH MARK DISK
 ML0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0418_STAMPING: H 281 1949
 ML0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0418+STABILITY: SURFACE MOTION
 ML0418
 ML0418  HISTORY     - Date     Condition        Report By
 ML0418  HISTORY     - 1949     MONUMENTED       CGS
 ML0418  HISTORY     - 1966     GOOD             CGS
 ML0418
 ML0418                          STATION DESCRIPTION
 ML0418
 ML0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0418'2.8 MI N FROM BOELUS.
 ML0418'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0418'RAILROAD STATION AT BOELUS, THENCE 2.1 MILES NORTH ALONG A
 ML0418'COUNTY ROAD, 0.1 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 ML0418'7, T. 13 N., R. 12 W., AT A T-JUNCTION OF ROADS, 36 FEET WEST
 ML0418'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE
 ML0418'CENTER LINE OF A PRIVATE ROAD LEADING WEST, 2 FEET NORTHWEST
 ML0418'OF A TELEPHONE POLE, 1.8 FEET WEST OF A FENCE, 1.6 FEET NORTH
 ML0418'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0418'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0418'NOTE-- A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 ML0418
 ML0418                          STATION RECOVERY (1966)
 ML0418
 ML0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0271 ***********************************************************************
 ML0271  DESIGNATION -  H 282
 ML0271  PID         -  ML0271
 ML0271  STATE/COUNTY-  NE/HOWARD
 ML0271  COUNTRY     -  US
 ML0271  USGS QUAD   -  SAINT PAUL (2017)
 ML0271
 ML0271                         *CURRENT SURVEY CONTROL
 ML0271  ______________________________________________________________________
 ML0271* NAD 83(1986) POSITION- 41 11 17.     (N) 098 29 39.     (W)   SCALED
 ML0271* NAVD 88 ORTHO HEIGHT -   567.201 (meters)     1860.89  (feet) ADJUSTED
 ML0271  ______________________________________________________________________
 ML0271  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 ML0271  DYNAMIC HEIGHT  -        566.912 (meters)     1859.94  (feet) COMP
 ML0271  MODELED GRAVITY -    980,097.5   (mgal)                       NAVD 88
 ML0271
 ML0271  VERT ORDER      -  SECOND    CLASS 0
 ML0271
 ML0271.The horizontal coordinates were scaled from a map and have
 ML0271.an estimated accuracy of +/- 6 seconds.
 ML0271
 ML0271.The orthometric height was determined by differential leveling and
 ML0271.adjusted by the NATIONAL GEODETIC SURVEY
 ML0271.in June 1991.
 ML0271
 ML0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0271.GEOID18 height accuracy estimate available here.
 ML0271
 ML0271.Click photographs - Photos may exist for this station.
 ML0271
 ML0271.The dynamic height is computed by dividing the NAVD 88
 ML0271.geopotential number by the normal gravity value computed on the
 ML0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0271.degrees latitude (g = 980.6199 gals.).
 ML0271
 ML0271.The modeled gravity was interpolated from observed gravity values.
 ML0271
 ML0271;                    North         East    Units  Estimated Accuracy
 ML0271;SPC NE       -   151,510.      626,290.      MT  (+/- 180 meters Scaled)
 ML0271
 ML0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL424597(NAD 83)
 ML0271
 ML0271                          SUPERSEDED SURVEY CONTROL
 ML0271
 ML0271  NGVD 29 (??/??/92)  566.954  (m)         1860.08   (f) ADJ UNCH    2 0
 ML0271
 ML0271.Superseded values are not recommended for survey control.
 ML0271
 ML0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0271.See file dsdata.pdf to determine how the superseded data were derived.
 ML0271
 ML0271_MARKER: DB = BENCH MARK DISK
 ML0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0271_STAMPING: H 282 1949
 ML0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0271+STABILITY: SURFACE MOTION
 ML0271
 ML0271  HISTORY     - Date     Condition        Report By
 ML0271  HISTORY     - 1949     MONUMENTED       CGS
 ML0271
 ML0271                          STATION DESCRIPTION
 ML0271
 ML0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0271'3.8 MI SW FROM ST PAUL.
 ML0271'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0271'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, THENCE 1.0
 ML0271'MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE WEST ALONG
 ML0271'A COUNTY ROAD, THENCE 0.25 MILE SOUTH ALONG A COUNTY ROAD, THENCE
 ML0271'0.25 MILE WEST ALONG A COUNTY ROAD, ABOUT 0.3 MILE SOUTHEAST
 ML0271'OF THE NORTHWEST CORNER OF SECTION 17, T. 14 N., R. 10 W., ON
 ML0271'THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND SOUTH,
 ML0271'ABOUT 400 FEET SOUTHWEST OF A YELLOW FARMHOUSE, 72 FEET
 ML0271'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTHEAST
 ML0271'OF A POWER LINE POLE, 1.4 FEET WEST OF A FENCE LINE, 1.8
 ML0271'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0271'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0271'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0485 ***********************************************************************
 ML0485  DESIGNATION -  H 283
 ML0485  PID         -  ML0485
 ML0485  STATE/COUNTY-  NE/HOWARD
 ML0485  COUNTRY     -  US
 ML0485  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0485
 ML0485                         *CURRENT SURVEY CONTROL
 ML0485  ______________________________________________________________________
 ML0485* NAD 83(1986) POSITION- 41 06 19.8    (N) 098 29 53.7    (W)   HD_HELD2
 ML0485* NAVD 88 ORTHO HEIGHT -   562.671 (meters)     1846.03  (feet) ADJUSTED
 ML0485  ______________________________________________________________________
 ML0485  GEOID HEIGHT    -        -24.668 (meters)                     GEOID18
 ML0485  DYNAMIC HEIGHT  -        562.384 (meters)     1845.09  (feet) COMP
 ML0485  MODELED GRAVITY -    980,095.1   (mgal)                       NAVD 88
 ML0485
 ML0485  VERT ORDER      -  SECOND    CLASS 0
 ML0485
 ML0485.The horizontal coordinates were established by autonomous hand held GPS
 ML0485.observations and have an estimated accuracy of +/- 10 meters.
 ML0485
 ML0485.The orthometric height was determined by differential leveling and
 ML0485.adjusted by the NATIONAL GEODETIC SURVEY
 ML0485.in June 1991.
 ML0485
 ML0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0485.GEOID18 height accuracy estimate available here.
 ML0485
 ML0485.Click photographs - Photos may exist for this station.
 ML0485
 ML0485.The dynamic height is computed by dividing the NAVD 88
 ML0485.geopotential number by the normal gravity value computed on the
 ML0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0485.degrees latitude (g = 980.6199 gals.).
 ML0485
 ML0485.The modeled gravity was interpolated from observed gravity values.
 ML0485
 ML0485;                    North         East    Units  Estimated Accuracy
 ML0485;SPC NE       -   142,339.      626,102.      MT  (+/- 10 meters HH2 GPS)
 ML0485
 ML0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4213050589(NAD 83)
 ML0485
 ML0485                          SUPERSEDED SURVEY CONTROL
 ML0485
 ML0485  NGVD 29 (??/??/92)  562.427  (m)         1845.23   (f) ADJ UNCH    2 0
 ML0485
 ML0485.Superseded values are not recommended for survey control.
 ML0485
 ML0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0485.See file dsdata.pdf to determine how the superseded data were derived.
 ML0485
 ML0485_MARKER: DB = BENCH MARK DISK
 ML0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0485_STAMPING: H 283 1949
 ML0485_MARK LOGO: CGS
 ML0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0485+STABILITY: SURFACE MOTION
 ML0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0485+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 ML0485
 ML0485  HISTORY     - Date     Condition        Report By
 ML0485  HISTORY     - 1949     MONUMENTED       CGS
 ML0485  HISTORY     - 20140602 GOOD             NEDR
 ML0485
 ML0485                          STATION DESCRIPTION
 ML0485
 ML0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0485'2.9 MI SE FROM DANNEBROG.
 ML0485'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0485'AT DANNEBROG, THENCE 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 58,
 ML0485'AT THE SOUTHWEST CORNER OF SECTION 8, T. 13 N., R. 10 W., AT
 ML0485'A ROAD CROSSING, 119 FEET NORTH OF THE CENTER LINE OF THE
 ML0485'HIGHWAY, 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ML0485'GEORGE G. LAURITSEN SR. FARMHOUSE, 28 FEET EAST OF THE CENTER
 ML0485'LINE OF THE NORTH AND SOUTH ROAD, 1.0 FOOT WEST OF A WITNESS
 ML0485'POST, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0485'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0485
 ML0485                          STATION RECOVERY (2014)
 ML0485
 ML0485'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014
 ML0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0174 ***********************************************************************
 LH0174  DESIGNATION -  H 284
 LH0174  PID         -  LH0174
 LH0174  STATE/COUNTY-  NE/HALL
 LH0174  COUNTRY     -  US
 LH0174  USGS QUAD   -  GRAND ISLAND (2017)
 LH0174
 LH0174                         *CURRENT SURVEY CONTROL
 LH0174  ______________________________________________________________________
 LH0174* NAD 83(1986) POSITION- 40 56 44.     (N) 098 20 21.     (W)   SCALED
 LH0174* NAVD 88 ORTHO HEIGHT -   566.420 (meters)     1858.33  (feet) ADJUSTED
 LH0174  ______________________________________________________________________
 LH0174  GEOID HEIGHT    -        -25.055 (meters)                     GEOID18
 LH0174  DYNAMIC HEIGHT  -        566.122 (meters)     1857.35  (feet) COMP
 LH0174  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LH0174
 LH0174  VERT ORDER      -  SECOND    CLASS 0
 LH0174
 LH0174.The horizontal coordinates were scaled from a map and have
 LH0174.an estimated accuracy of +/- 6 seconds.
 LH0174
 LH0174.The orthometric height was determined by differential leveling and
 LH0174.adjusted by the NATIONAL GEODETIC SURVEY
 LH0174.in June 1991.
 LH0174
 LH0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0174.GEOID18 height accuracy estimate available here.
 LH0174
 LH0174.Click photographs - Photos may exist for this station.
 LH0174
 LH0174.The dynamic height is computed by dividing the NAVD 88
 LH0174.geopotential number by the normal gravity value computed on the
 LH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0174.degrees latitude (g = 980.6199 gals.).
 LH0174
 LH0174.The modeled gravity was interpolated from observed gravity values.
 LH0174
 LH0174;                    North         East    Units  Estimated Accuracy
 LH0174;SPC NE       -   124,830.      639,800.      MT  (+/- 180 meters Scaled)
 LH0174
 LH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL556329(NAD 83)
 LH0174
 LH0174                          SUPERSEDED SURVEY CONTROL
 LH0174
 LH0174  NGVD 29 (??/??/92)  566.177  (m)         1857.53   (f) ADJ UNCH    2 0
 LH0174
 LH0174.Superseded values are not recommended for survey control.
 LH0174
 LH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0174.See file dsdata.pdf to determine how the superseded data were derived.
 LH0174
 LH0174_MARKER: DB = BENCH MARK DISK
 LH0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0174_STAMPING: H 284 1949
 LH0174_MARK LOGO: CGS
 LH0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0174+STABILITY: SURFACE MOTION
 LH0174
 LH0174  HISTORY     - Date     Condition        Report By
 LH0174  HISTORY     - 1949     MONUMENTED       CGS
 LH0174
 LH0174                          STATION DESCRIPTION
 LH0174
 LH0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0174'AT GRAND ISLAND.
 LH0174'AT GRAND ISLAND, 1.0 MILE EAST OF THE SOUTHWEST CORNER OF LINCOLN
 LH0174'PARK WHICH IS LOCATED ON THE NORTH EDGE OF THE CITY, AT THE
 LH0174'SOUTHWEST CORNER OF SECTION 3, T. 11 N., R. 9 W., IN THE
 LH0174'NORTHEAST QUARTER OF A ROAD CROSSING, 32 FEET EAST OF THE CENTER
 LH0174'LINE OF THE NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE
 LH0174'OF THE EAST-WEST ROAD, 3.3 FEET NORTHEAST OF A POWER LINE POLE,
 LH0174'1.3 FEET SOUTHEAST OF A CORNER FENCE POST, 1.1 FEET SOUTH OF A
 LH0174'FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0174'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0174'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0326 ***********************************************************************
 ML0326  DESIGNATION -  H 285
 ML0326  PID         -  ML0326
 ML0326  STATE/COUNTY-  NE/SHERMAN
 ML0326  COUNTRY     -  US
 ML0326  USGS QUAD   -  ROCKVILLE (2017)
 ML0326
 ML0326                         *CURRENT SURVEY CONTROL
 ML0326  ______________________________________________________________________
 ML0326* NAD 83(1986) POSITION- 41 06 31.     (N) 098 49 04.     (W)   SCALED
 ML0326* NAVD 88 ORTHO HEIGHT -   600.720 (meters)     1970.86  (feet) ADJUSTED
 ML0326  ______________________________________________________________________
 ML0326  GEOID HEIGHT    -        -24.232 (meters)                     GEOID18
 ML0326  DYNAMIC HEIGHT  -        600.409 (meters)     1969.84  (feet) COMP
 ML0326  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 ML0326
 ML0326  VERT ORDER      -  FIRST     CLASS II
 ML0326
 ML0326.The horizontal coordinates were scaled from a map and have
 ML0326.an estimated accuracy of +/- 6 seconds.
 ML0326
 ML0326.The orthometric height was determined by differential leveling and
 ML0326.adjusted by the NATIONAL GEODETIC SURVEY
 ML0326.in June 1991.
 ML0326
 ML0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0326.GEOID18 height accuracy estimate available here.
 ML0326
 ML0326.Click photographs - Photos may exist for this station.
 ML0326
 ML0326.The dynamic height is computed by dividing the NAVD 88
 ML0326.geopotential number by the normal gravity value computed on the
 ML0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0326.degrees latitude (g = 980.6199 gals.).
 ML0326
 ML0326.The modeled gravity was interpolated from observed gravity values.
 ML0326
 ML0326;                    North         East    Units  Estimated Accuracy
 ML0326;SPC NE       -   142,270.      599,270.      MT  (+/- 180 meters Scaled)
 ML0326
 ML0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL152508(NAD 83)
 ML0326
 ML0326                          SUPERSEDED SURVEY CONTROL
 ML0326
 ML0326  NGVD 29 (??/??/92)  600.479  (m)         1970.07   (f) ADJ UNCH    1 2
 ML0326
 ML0326.Superseded values are not recommended for survey control.
 ML0326
 ML0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0326.See file dsdata.pdf to determine how the superseded data were derived.
 ML0326
 ML0326_MARKER: DB = BENCH MARK DISK
 ML0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0326_STAMPING: H 285 1949
 ML0326_MARK LOGO: CGS
 ML0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0326+STABILITY: SURFACE MOTION
 ML0326
 ML0326  HISTORY     - Date     Condition        Report By
 ML0326  HISTORY     - 1949     MONUMENTED       CGS
 ML0326  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0326
 ML0326                          STATION DESCRIPTION
 ML0326
 ML0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0326'1 MI SE FROM ROCKVILLE.
 ML0326'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 58 FROM THE JUNCTION OF
 ML0326'STATE HIGHWAY NO. 58 WITH STATE HIGHWAY NO. 68 AT ROCKVILLE,
 ML0326'BETWEEN THE HIGHWAY AND THE RAILROAD TRACK, 46 FEET NORTHEAST
 ML0326'OF THE NORTHEAST RAIL OF THE TRACK, 43 FEET SOUTHWEST OF THE
 ML0326'CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTHEAST OF THE 7TH POLE
 ML0326'SOUTHEAST OF MILEPOST NO. 25, 1.5 FEET SOUTHWEST OF A FENCE LINE,
 ML0326'1.4 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0326'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0326'THE GROUND.
 ML0326
 ML0326                          STATION RECOVERY (1985)
 ML0326
 ML0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0107 ***********************************************************************
 LH0107  DESIGNATION -  H 286
 LH0107  PID         -  LH0107
 LH0107  STATE/COUNTY-  NE/HALL
 LH0107  COUNTRY     -  US
 LH0107  USGS QUAD   -  ALDA (2017)
 LH0107
 LH0107                         *CURRENT SURVEY CONTROL
 LH0107  ______________________________________________________________________
 LH0107* NAD 83(1986) POSITION- 40 45 23.     (N) 098 28 28.     (W)   SCALED
 LH0107* NAVD 88 ORTHO HEIGHT -   590.544 (meters)     1937.48  (feet) ADJUSTED
 LH0107  ______________________________________________________________________
 LH0107  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 LH0107  DYNAMIC HEIGHT  -        590.223 (meters)     1936.42  (feet) COMP
 LH0107  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 LH0107
 LH0107  VERT ORDER      -  SECOND    CLASS 0
 LH0107
 LH0107.The horizontal coordinates were scaled from a map and have
 LH0107.an estimated accuracy of +/- 6 seconds.
 LH0107
 LH0107.The orthometric height was determined by differential leveling and
 LH0107.adjusted by the NATIONAL GEODETIC SURVEY
 LH0107.in June 1991.
 LH0107
 LH0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0107.GEOID18 height accuracy estimate available here.
 LH0107
 LH0107.Click photographs - Photos may exist for this station.
 LH0107
 LH0107.The dynamic height is computed by dividing the NAVD 88
 LH0107.geopotential number by the normal gravity value computed on the
 LH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0107.degrees latitude (g = 980.6199 gals.).
 LH0107
 LH0107.The modeled gravity was interpolated from observed gravity values.
 LH0107
 LH0107;                    North         East    Units  Estimated Accuracy
 LH0107;SPC NE       -   103,620.      628,790.      MT  (+/- 180 meters Scaled)
 LH0107
 LH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL443118(NAD 83)
 LH0107
 LH0107                          SUPERSEDED SURVEY CONTROL
 LH0107
 LH0107  NGVD 29 (??/??/92)  590.298  (m)         1936.67   (f) ADJ UNCH    2 0
 LH0107
 LH0107.Superseded values are not recommended for survey control.
 LH0107
 LH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0107.See file dsdata.pdf to determine how the superseded data were derived.
 LH0107
 LH0107_MARKER: DB = BENCH MARK DISK
 LH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0107_STAMPING: H 286 1949
 LH0107_MARK LOGO: CGS
 LH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0107+STABILITY: SURFACE MOTION
 LH0107
 LH0107  HISTORY     - Date     Condition        Report By
 LH0107  HISTORY     - 1949     MONUMENTED       CGS
 LH0107
 LH0107                          STATION DESCRIPTION
 LH0107
 LH0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0107'6.1 MI SW FROM DONIPHAN.
 LH0107'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0107'RAILROAD STATION AT DONIPHAN, THENCE 4.2 MILES WEST ALONG A
 LH0107'GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0107'1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 LH0107'ALONG A GRAVELED ROAD, IN LINE WITH THE CENTER LINE OF A T ROAD
 LH0107'LEADING WEST, 65 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0107'ROAD, 47.0 FEET NORTHEAST OF A POWER TRANSMISSION LINE POLE,
 LH0107'1.0 FOOT NORTH OF AN EAST-WEST FENCE, 2.0 FEET EAST OF A
 LH0107'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0107'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0509 ***********************************************************************
 LH0509  DESIGNATION -  H 287
 LH0509  PID         -  LH0509
 LH0509  STATE/COUNTY-  NE/KEARNEY
 LH0509  COUNTRY     -  US
 LH0509  USGS QUAD   -  DENMAN (2017)
 LH0509
 LH0509                         *CURRENT SURVEY CONTROL
 LH0509  ______________________________________________________________________
 LH0509* NAD 83(1986) POSITION- 40 41 22.     (N) 098 43 30.     (W)   SCALED
 LH0509* NAVD 88 ORTHO HEIGHT -   614.713 (meters)     2016.77  (feet) ADJUSTED
 LH0509  ______________________________________________________________________
 LH0509  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 LH0509  DYNAMIC HEIGHT  -        614.370 (meters)     2015.65  (feet) COMP
 LH0509  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 LH0509
 LH0509  VERT ORDER      -  SECOND    CLASS 0
 LH0509
 LH0509.The horizontal coordinates were scaled from a map and have
 LH0509.an estimated accuracy of +/- 6 seconds.
 LH0509
 LH0509.The orthometric height was determined by differential leveling and
 LH0509.adjusted by the NATIONAL GEODETIC SURVEY
 LH0509.in June 1991.
 LH0509
 LH0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0509.GEOID18 height accuracy estimate available here.
 LH0509
 LH0509.Click photographs - Photos may exist for this station.
 LH0509
 LH0509.The dynamic height is computed by dividing the NAVD 88
 LH0509.geopotential number by the normal gravity value computed on the
 LH0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0509.degrees latitude (g = 980.6199 gals.).
 LH0509
 LH0509.The modeled gravity was interpolated from observed gravity values.
 LH0509
 LH0509;                    North         East    Units  Estimated Accuracy
 LH0509;SPC NE       -    95,850.      607,740.      MT  (+/- 180 meters Scaled)
 LH0509
 LH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL232043(NAD 83)
 LH0509
 LH0509                          SUPERSEDED SURVEY CONTROL
 LH0509
 LH0509  NGVD 29 (??/??/92)  614.461  (m)         2015.94   (f) ADJ UNCH    2 0
 LH0509
 LH0509.Superseded values are not recommended for survey control.
 LH0509
 LH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0509.See file dsdata.pdf to determine how the superseded data were derived.
 LH0509
 LH0509_MARKER: DB = BENCH MARK DISK
 LH0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0509_SP_SET: BRIDGE
 LH0509_STAMPING: H 287 1949
 LH0509_MARK LOGO: CGS
 LH0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0509
 LH0509  HISTORY     - Date     Condition        Report By
 LH0509  HISTORY     - 1949     MONUMENTED       CGS
 LH0509
 LH0509                          STATION DESCRIPTION
 LH0509
 LH0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0509'0.7 MI S FROM DENMAN.
 LH0509'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0509'AT DENMAN, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 LH0509'WINGWALL OF THE BRIDGE OVER THE SOUTH CHANNEL OF THE PLATTE
 LH0509'RIVER, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 14.5 FEET
 LH0509'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 2.3 FEET
 LH0509'NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, AND ABOUT 0.3
 LH0509'FOOT BELOW THE SURFACE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0510 ***********************************************************************
 LH0510  DESIGNATION -  H 287 RESET
 LH0510  PID         -  LH0510
 LH0510  STATE/COUNTY-  NE/KEARNEY
 LH0510  COUNTRY     -  US
 LH0510  USGS QUAD   -  DENMAN (2017)
 LH0510
 LH0510                         *CURRENT SURVEY CONTROL
 LH0510  ______________________________________________________________________
 LH0510* NAD 83(1986) POSITION- 40 41 22.00   (N) 098 43 27.99   (W)   HD_HELD1
 LH0510* NAVD 88 ORTHO HEIGHT -   614.52  (meters)     2016.1   (feet) RESET
 LH0510  ______________________________________________________________________
 LH0510  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 LH0510  VERT ORDER      -  THIRD
 LH0510
 LH0510.The horizontal coordinates were determined by differentially corrected
 LH0510.hand held GPS observations or other comparable positioning techniques
 LH0510.and have an estimated accuracy of +/- 3 meters.
 LH0510
 LH0510.The orthometric height was computed from unverified reset data.
 LH0510
 LH0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0510.GEOID18 height accuracy estimate available here.
 LH0510
 LH0510.Click photographs - Photos may exist for this station.
 LH0510
 LH0510;                    North         East    Units  Estimated Accuracy
 LH0510;SPC NE       -    95,848.1     607,791.6     MT  (+/- 3 meters HH1 GPS) 
 LH0510
 LH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2328304319(NAD 83)
 LH0510
 LH0510                          SUPERSEDED SURVEY CONTROL
 LH0510
 LH0510  NGVD 29 (??/??/??)  614.27   (m)         2015.3    (f) RESET       3  
 LH0510
 LH0510.Superseded values are not recommended for survey control.
 LH0510
 LH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0510.See file dsdata.pdf to determine how the superseded data were derived.
 LH0510
 LH0510_MARKER: DB = BENCH MARK DISK
 LH0510_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0510_SP_SET: BOX CULVERT HEADWALL
 LH0510_STAMPING: H 287 RESET 1959
 LH0510_MARK LOGO: CGS
 LH0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0510+STABILITY: SURFACE MOTION
 LH0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0510+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2020
 LH0510
 LH0510  HISTORY     - Date     Condition        Report By
 LH0510  HISTORY     - 1959     MONUMENTED       LOCENG
 LH0510  HISTORY     - 20200622 GOOD             NEGS
 LH0510
 LH0510                          STATION DESCRIPTION
 LH0510
 LH0510'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 LH0510'0.7 MI S FROM DENMAN.
 LH0510'THE MARK IS LOCATED 0.7 MILE SOUTH ALONG A ASPHALTIC CONCRETE
 LH0510'ROAD FROM THE ELEMENTARY SCHOOL AT DENMAN, SET IN THE TOP OF
 LH0510'THE WEST HEADWALL OF A BOX CULVERT AT THE SOUTH CHANNEL OF THE
 LH0510'PLATTE RIVER, 5 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 LH0510'19 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET
 LH0510'BELOW THE SURFACE OF THE ROAD.
 LH0510
 LH0510                          STATION RECOVERY (2020)
 LH0510
 LH0510'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0510'TO REACH FROM INTERSTATE 80 AND NE. SPUR 10D SOUTH OF SHELTON NE., GO
 LH0510'SOUTH ON SPUR 10D FOR 1.64 MI (2.64 KM) TO THE INTERSECTION WITH CO.
 LH0510'ROAD 24.  TURN LEFT (EAST) AND GO 0.75 MI (1.21 KM) TO A CURVE TURNING
 LH0510'SOUTH (NORTH DENMAN AVE.).  CONTINUE SOUTH FOR 0.75 MI (1.21 KM) TO
 LH0510'THE MARK ON THE RIGHT (WEST) SIDE OF THE ROAD IN A HEADWALL OF A BOX
 LH0510'CULVERT AT THE PLATTE RIVER CHANNEL.  THE MARK IS NEAR THE SOUTH END
 LH0510'OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0026 ***********************************************************************
 NO0026  DESIGNATION -  H 288
 NO0026  PID         -  NO0026
 NO0026  STATE/COUNTY-  NE/CHERRY
 NO0026  COUNTRY     -  US
 NO0026  USGS QUAD   -  ARABIA (2017)
 NO0026
 NO0026                         *CURRENT SURVEY CONTROL
 NO0026  ______________________________________________________________________
 NO0026* NAD 83(1986) POSITION- 42 40 07.29   (N) 100 18 30.29   (W)   HD_HELD1
 NO0026* NAVD 88 ORTHO HEIGHT -   826.402 (meters)     2711.29  (feet) ADJUSTED
 NO0026  ______________________________________________________________________
 NO0026  GEOID HEIGHT    -        -21.950 (meters)                     GEOID18
 NO0026  DYNAMIC HEIGHT  -        826.060 (meters)     2710.17  (feet) COMP
 NO0026  MODELED GRAVITY -    980,179.1   (mgal)                       NAVD 88
 NO0026
 NO0026  VERT ORDER      -  FIRST     CLASS II
 NO0026
 NO0026.The horizontal coordinates were determined by differentially corrected
 NO0026.hand held GPS observations or other comparable positioning techniques
 NO0026.and have an estimated accuracy of +/- 3 meters.
 NO0026
 NO0026.The orthometric height was determined by differential leveling and
 NO0026.adjusted by the NATIONAL GEODETIC SURVEY
 NO0026.in June 1991.
 NO0026
 NO0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0026.GEOID18 height accuracy estimate available here.
 NO0026
 NO0026.Click photographs - Photos may exist for this station.
 NO0026
 NO0026.The dynamic height is computed by dividing the NAVD 88
 NO0026.geopotential number by the normal gravity value computed on the
 NO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0026.degrees latitude (g = 980.6199 gals.).
 NO0026
 NO0026.The modeled gravity was interpolated from observed gravity values.
 NO0026
 NO0026;                    North         East    Units  Estimated Accuracy
 NO0026;SPC NE       -   314,864.0     474,720.4     MT  (+/- 3 meters HH1 GPS) 
 NO0026
 NO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9278124854(NAD 83)
 NO0026
 NO0026                          SUPERSEDED SURVEY CONTROL
 NO0026
 NO0026  NGVD 29 (??/??/92)  826.116  (m)         2710.35   (f) ADJ UNCH    1 2
 NO0026
 NO0026.Superseded values are not recommended for survey control.
 NO0026
 NO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0026.See file dsdata.pdf to determine how the superseded data were derived.
 NO0026
 NO0026_MARKER: DB = BENCH MARK DISK
 NO0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0026_STAMPING: L 14-4 H 288 1946
 NO0026_MARK LOGO: CGS
 NO0026_PROJECTION: FLUSH
 NO0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0026+STABILITY: SURFACE MOTION
 NO0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0026+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2020
 NO0026
 NO0026  HISTORY     - Date     Condition        Report By
 NO0026  HISTORY     - 1946     MONUMENTED       CGS
 NO0026  HISTORY     - 20200710 GOOD             NDOT
 NO0026
 NO0026                          STATION DESCRIPTION
 NO0026
 NO0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0026'0.5 MI W FROM WOOD LAKE.
 NO0026'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NO0026'WOOD LAKE, CHERRY COUNTY, THENCE 3.8 MILES NORTHWEST ALONG
 NO0026'U.S. HIGHWAY 20, 86 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0026'HIGHWAY, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO
 NO0026'AND NORTH WESTERN RAILWAY TRACK, 17 FEET SOUTHEAST OF THE C.
 NO0026'AND N.W. RY, MILEPOST 248, 1 FOOT NORTHWEST OF A WHITE WOODEN
 NO0026'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NO0026'DISK, STAMPED H 228 1946 AND SET IN THE TOP OF A CONCRETE POST
 NO0026'PROJECTING 5 INCHES ABOVE GROUND.
 NO0026
 NO0026                          STATION RECOVERY (2020)
 NO0026
 NO0026'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2020 (BO)
 NO0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0499 ***********************************************************************
 LH0499  DESIGNATION -  H 288
 LH0499  PID         -  LH0499
 LH0499  STATE/COUNTY-  NE/ADAMS
 LH0499  COUNTRY     -  US
 LH0499  USGS QUAD   -  KENESAW (2017)
 LH0499
 LH0499                         *CURRENT SURVEY CONTROL
 LH0499  ______________________________________________________________________
 LH0499* NAD 83(1986) POSITION- 40 32 19.04   (N) 098 43 26.03   (W)   HD_HELD1
 LH0499* NAVD 88 ORTHO HEIGHT -   625.425 (meters)     2051.92  (feet) ADJUSTED
 LH0499  ______________________________________________________________________
 LH0499  GEOID HEIGHT    -        -25.094 (meters)                     GEOID18
 LH0499  DYNAMIC HEIGHT  -        625.065 (meters)     2050.73  (feet) COMP
 LH0499  MODELED GRAVITY -    980,028.6   (mgal)                       NAVD 88
 LH0499
 LH0499  VERT ORDER      -  SECOND    CLASS 0
 LH0499
 LH0499.The horizontal coordinates were determined by differentially corrected
 LH0499.hand held GPS observations or other comparable positioning techniques
 LH0499.and have an estimated accuracy of +/- 3 meters.
 LH0499
 LH0499.The orthometric height was determined by differential leveling and
 LH0499.adjusted by the NATIONAL GEODETIC SURVEY
 LH0499.in June 1991.
 LH0499
 LH0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0499.GEOID18 height accuracy estimate available here.
 LH0499
 LH0499.Click photographs - Photos may exist for this station.
 LH0499
 LH0499.The dynamic height is computed by dividing the NAVD 88
 LH0499.geopotential number by the normal gravity value computed on the
 LH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0499.degrees latitude (g = 980.6199 gals.).
 LH0499
 LH0499.The modeled gravity was interpolated from observed gravity values.
 LH0499
 LH0499;                    North         East    Units  Estimated Accuracy
 LH0499;SPC NE       -    79,106.0     608,084.8     MT  (+/- 3 meters HH1 GPS) 
 LH0499
 LH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2338187578(NAD 83)
 LH0499
 LH0499                          SUPERSEDED SURVEY CONTROL
 LH0499
 LH0499  NGVD 29 (??/??/92)  625.176  (m)         2051.10   (f) ADJ UNCH    2 0
 LH0499
 LH0499.Superseded values are not recommended for survey control.
 LH0499
 LH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0499.See file dsdata.pdf to determine how the superseded data were derived.
 LH0499
 LH0499_MARKER: DB = BENCH MARK DISK
 LH0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0499_STAMPING: H 288 1949
 LH0499_MARK LOGO: CGS
 LH0499_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0499+STABILITY: SURFACE MOTION
 LH0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0499+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2020
 LH0499
 LH0499  HISTORY     - Date     Condition        Report By
 LH0499  HISTORY     - 1949     MONUMENTED       CGS
 LH0499  HISTORY     - 20200609 GOOD             NEGS
 LH0499
 LH0499                          STATION DESCRIPTION
 LH0499
 LH0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0499'11.1 MI S FROM DENMAN.
 LH0499'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0499'AT DENMAN, THENCE 6.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 39
 LH0499'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 36 FEET
 LH0499'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3.0 FEET SOUTHEAST
 LH0499'OF A FENCE CORNER POST, 2.0 FEET WEST OF A REFERENCE POST, AND
 LH0499'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0499'ABOVE THE GROUND.
 LH0499
 LH0499                          STATION RECOVERY (2020)
 LH0499
 LH0499'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0499'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 6 AND MAIN STREET AT THE
 LH0499'SOUTH SIDE OF HEARTWELL, NE., GO EAST ON NE. HIGHWAY 6 FOR 3.25 MI
 LH0499'(5.23 KM) TO THE INTERSECTION OF CO. ROAD 44 (DENMAN AVE).  TURN RIGHT
 LH0499'(SOUTH) AND GO 2.0 MI (3.2 KM) TO W. PRAIRIE LAKE ROAD AND THE MARK
 LH0499'LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 LH0499'
 LH0499'THE MARK IS APPROXIMATELY 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF W.
 LH0499'PRAIRIE LAKE ROAD (COUNYTY ROAD O), 36 FT (11.0 M) EAST OF THE
 LH0499'CENTERLINE OF DENMAN AVENUE AND 2 FT (0.6 M) NORTH OF A ORANGE
 LH0499'FIBERGLASS WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0452 ***********************************************************************
 LH0452  DESIGNATION -  H 289
 LH0452  PID         -  LH0452
 LH0452  STATE/COUNTY-  NE/BUFFALO
 LH0452  COUNTRY     -  US
 LH0452  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0452
 LH0452                         *CURRENT SURVEY CONTROL
 LH0452  ______________________________________________________________________
 LH0452* NAD 83(1986) POSITION- 40 40 51.     (N) 098 49 45.     (W)   SCALED
 LH0452* NAVD 88 ORTHO HEIGHT -   626.192 (meters)     2054.43  (feet) ADJUSTED
 LH0452  ______________________________________________________________________
 LH0452  GEOID HEIGHT    -        -24.735 (meters)                     GEOID18
 LH0452  DYNAMIC HEIGHT  -        625.839 (meters)     2053.27  (feet) COMP
 LH0452  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 LH0452
 LH0452  VERT ORDER      -  SECOND    CLASS 0
 LH0452
 LH0452.The horizontal coordinates were scaled from a map and have
 LH0452.an estimated accuracy of +/- 6 seconds.
 LH0452
 LH0452.The orthometric height was determined by differential leveling and
 LH0452.adjusted by the NATIONAL GEODETIC SURVEY
 LH0452.in June 1991.
 LH0452
 LH0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0452.GEOID18 height accuracy estimate available here.
 LH0452
 LH0452.Click photographs - Photos may exist for this station.
 LH0452
 LH0452.The dynamic height is computed by dividing the NAVD 88
 LH0452.geopotential number by the normal gravity value computed on the
 LH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0452.degrees latitude (g = 980.6199 gals.).
 LH0452
 LH0452.The modeled gravity was interpolated from observed gravity values.
 LH0452
 LH0452;                    North         East    Units  Estimated Accuracy
 LH0452;SPC NE       -    94,770.      598,960.      MT  (+/- 180 meters Scaled)
 LH0452
 LH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL144033(NAD 83)
 LH0452
 LH0452                          SUPERSEDED SURVEY CONTROL
 LH0452
 LH0452  NGVD 29 (??/??/92)  625.934  (m)         2053.59   (f) ADJ UNCH    2 0
 LH0452
 LH0452.Superseded values are not recommended for survey control.
 LH0452
 LH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0452.See file dsdata.pdf to determine how the superseded data were derived.
 LH0452
 LH0452_MARKER: DB = BENCH MARK DISK
 LH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0452_STAMPING: H 289 1949
 LH0452_MARK LOGO: CGS
 LH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0452+STABILITY: SURFACE MOTION
 LH0452
 LH0452  HISTORY     - Date     Condition        Report By
 LH0452  HISTORY     - 1949     MONUMENTED       CGS
 LH0452
 LH0452                          STATION DESCRIPTION
 LH0452
 LH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0452'6.1 MI SE FROM GIBBON.
 LH0452'5.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0452'GIBBON, THENCE 1.1 MILES NORTHEAST ALONG A GRAVELED ROAD, AT
 LH0452'THE DISTRICT 72 SCHOOLHOUSE, 124 FEET SOUTHEAST OF THE CENTER
 LH0452'LINE OF THE MAIN ROAD, 138 FEET EAST OF THE CENTER LINE OF A
 LH0452'PRIVATE ROAD LEADING SOUTH, 100 FEET NORTH AND 46 FEET EAST OF
 LH0452'THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 17.0 FEET NORTHEAST
 LH0452'OF THE NORTHEAST CORNER OF THE COAL SHED, 2.0 FEET WEST OF A
 LH0452'FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 LH0452'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0812 ***********************************************************************
 MK0812  DESIGNATION -  H 290
 MK0812  PID         -  MK0812
 MK0812  STATE/COUNTY-  NE/SARPY
 MK0812  COUNTRY     -  US
 MK0812  USGS QUAD   -  SPRINGFIELD (2017)
 MK0812
 MK0812                         *CURRENT SURVEY CONTROL
 MK0812  ______________________________________________________________________
 MK0812* NAD 83(1986) POSITION- 41 02 42.     (N) 096 12 02.     (W)   SCALED
 MK0812* NAVD 88 ORTHO HEIGHT -   353.229 (meters)     1158.89  (feet) ADJUSTED
 MK0812  ______________________________________________________________________
 MK0812  GEOID HEIGHT    -        -26.464 (meters)                     GEOID18
 MK0812  DYNAMIC HEIGHT  -        353.086 (meters)     1158.42  (feet) COMP
 MK0812  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 MK0812
 MK0812  VERT ORDER      -  SECOND    CLASS 0
 MK0812
 MK0812.The horizontal coordinates were scaled from a map and have
 MK0812.an estimated accuracy of +/- 6 seconds.
 MK0812
 MK0812.The orthometric height was determined by differential leveling and
 MK0812.adjusted by the NATIONAL GEODETIC SURVEY
 MK0812.in June 1991.
 MK0812
 MK0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0812.GEOID18 height accuracy estimate available here.
 MK0812
 MK0812.Click photographs - Photos may exist for this station.
 MK0812
 MK0812.The dynamic height is computed by dividing the NAVD 88
 MK0812.geopotential number by the normal gravity value computed on the
 MK0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0812.degrees latitude (g = 980.6199 gals.).
 MK0812
 MK0812.The modeled gravity was interpolated from observed gravity values.
 MK0812
 MK0812;                    North         East    Units  Estimated Accuracy
 MK0812;SPC NE       -   141,540.      819,250.      MT  (+/- 180 meters Scaled)
 MK0812
 MK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352475(NAD 83)
 MK0812
 MK0812                          SUPERSEDED SURVEY CONTROL
 MK0812
 MK0812  NGVD 29 (??/??/92)  353.131  (m)         1158.56   (f) ADJ UNCH    2 0
 MK0812
 MK0812.Superseded values are not recommended for survey control.
 MK0812
 MK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0812.See file dsdata.pdf to determine how the superseded data were derived.
 MK0812
 MK0812_MARKER: DB = BENCH MARK DISK
 MK0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0812_STAMPING: H 290 1950
 MK0812_MARK LOGO: CGS
 MK0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0812+STABILITY: SURFACE MOTION
 MK0812
 MK0812  HISTORY     - Date     Condition        Report By
 MK0812  HISTORY     - 1950     MONUMENTED       CGS
 MK0812
 MK0812                          STATION DESCRIPTION
 MK0812
 MK0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0812'6.7 MI NW FROM LOUISVILLE.
 MK0812'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0812'AT LOUISVILLE, THENCE 3.2 MILES WEST ALONG A GRAVELED ROAD,
 MK0812'80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE E.B. GALLENTINE
 MK0812'FARMHOUSE, 178 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.6
 MK0812'FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 24.7 FEET NORTH
 MK0812'OF THE SOUTHWEST CORNER OF THE GARAGE, IN A FENCE LINE, SET IN
 MK0812'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK0812'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0452 ***********************************************************************
 ML0452  DESIGNATION -  H 291
 ML0452  PID         -  ML0452
 ML0452  STATE/COUNTY-  NE/BUFFALO
 ML0452  COUNTRY     -  US
 ML0452  USGS QUAD   -  ROCKVILLE (2017)
 ML0452
 ML0452                         *CURRENT SURVEY CONTROL
 ML0452  ______________________________________________________________________
 ML0452* NAD 83(1986) POSITION- 41 00 11.     (N) 098 51 53.     (W)   SCALED
 ML0452* NAVD 88 ORTHO HEIGHT -   629.928 (meters)     2066.69  (feet) ADJUSTED
 ML0452  ______________________________________________________________________
 ML0452  GEOID HEIGHT    -        -24.326 (meters)                     GEOID18
 ML0452  DYNAMIC HEIGHT  -        629.589 (meters)     2065.58  (feet) COMP
 ML0452  MODELED GRAVITY -    980,065.8   (mgal)                       NAVD 88
 ML0452
 ML0452  VERT ORDER      -  SECOND    CLASS 0
 ML0452
 ML0452.The horizontal coordinates were scaled from a map and have
 ML0452.an estimated accuracy of +/- 6 seconds.
 ML0452
 ML0452.The orthometric height was determined by differential leveling and
 ML0452.adjusted by the NATIONAL GEODETIC SURVEY
 ML0452.in June 1991.
 ML0452
 ML0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0452.GEOID18 height accuracy estimate available here.
 ML0452
 ML0452.Click photographs - Photos may exist for this station.
 ML0452
 ML0452.The dynamic height is computed by dividing the NAVD 88
 ML0452.geopotential number by the normal gravity value computed on the
 ML0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0452.degrees latitude (g = 980.6199 gals.).
 ML0452
 ML0452.The modeled gravity was interpolated from observed gravity values.
 ML0452
 ML0452;                    North         East    Units  Estimated Accuracy
 ML0452;SPC NE       -   130,500.      595,480.      MT  (+/- 180 meters Scaled)
 ML0452
 ML0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL113391(NAD 83)
 ML0452
 ML0452                          SUPERSEDED SURVEY CONTROL
 ML0452
 ML0452  NGVD 29 (??/??/92)  629.680  (m)         2065.88   (f) ADJ UNCH    2 0
 ML0452
 ML0452.Superseded values are not recommended for survey control.
 ML0452
 ML0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0452.See file dsdata.pdf to determine how the superseded data were derived.
 ML0452
 ML0452_MARKER: DB = BENCH MARK DISK
 ML0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0452_STAMPING: H 291 1949
 ML0452_MARK LOGO: CGS
 ML0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0452+STABILITY: SURFACE MOTION
 ML0452
 ML0452  HISTORY     - Date     Condition        Report By
 ML0452  HISTORY     - 1949     MONUMENTED       CGS
 ML0452  HISTORY     - 19920915 GOOD             NEDR
 ML0452
 ML0452                          STATION DESCRIPTION
 ML0452
 ML0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0452'3.3 MI SE FROM RAVENNA.
 ML0452'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE AT
 ML0452'RAVENNA, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 2,
 ML0452'0.5 MILE WEST OF THE NORTHEAST CORNER OF SECTION 23, T. 12 N.,
 ML0452'R. 14 W., 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25
 ML0452'FEET EAST OF TELEPHONE POLE NO. 1198, 10 FEET WEST OF THE CENTER
 ML0452'LINE OF A GATE, 2.7 FEET SOUTHEAST OF A 3-WAY CORNER FENCE POST,
 ML0452'1.5 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET
 ML0452'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0452'0.2 FOOT ABOVE THE GROUND.
 ML0452
 ML0452                          STATION RECOVERY (1992)
 ML0452
 ML0452'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0452'MARK RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0452'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1211 ***********************************************************************
 ML1211  DESIGNATION -  H 291 RESET
 ML1211  PID         -  ML1211
 ML1211  STATE/COUNTY-  NE/BUFFALO
 ML1211  COUNTRY     -  US
 ML1211  USGS QUAD   -  ROCKVILLE (2017)
 ML1211
 ML1211                         *CURRENT SURVEY CONTROL
 ML1211  ______________________________________________________________________
 ML1211* NAD 83(1986) POSITION- 41 00 11.39   (N) 098 51 54.20   (W)   HD_HELD1
 ML1211* NAVD 88 ORTHO HEIGHT -   630.17  (meters)     2067.5   (feet) RESET
 ML1211  ______________________________________________________________________
 ML1211  GEOID HEIGHT    -        -24.325 (meters)                     GEOID18
 ML1211  VERT ORDER      -  THIRD
 ML1211
 ML1211.The horizontal coordinates were determined by differentially corrected
 ML1211.hand held GPS observations or other comparable positioning techniques
 ML1211.and have an estimated accuracy of +/- 3 meters.
 ML1211
 ML1211.The orthometric height was computed from unverified reset data.
 ML1211
 ML1211.No vertical observational check was made to the station.
 ML1211
 ML1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1211.GEOID18 height accuracy estimate available here.
 ML1211
 ML1211.Click photographs - Photos may exist for this station.
 ML1211
 ML1211;                    North         East    Units  Estimated Accuracy
 ML1211;SPC NE       -   130,508.7     595,452.5     MT  (+/- 3 meters HH1 GPS) 
 ML1211
 ML1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1134839117(NAD 83)
 ML1211
 ML1211                          SUPERSEDED SURVEY CONTROL
 ML1211
 ML1211  NGVD 29 (01/31/13)  629.92   (m)         2066.7    (f) RESET       3  
 ML1211
 ML1211.Superseded values are not recommended for survey control.
 ML1211
 ML1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1211.See file dsdata.pdf to determine how the superseded data were derived.
 ML1211
 ML1211_MARKER: DV = VERTICAL CONTROL DISK
 ML1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1211_STAMPING: H 291 RESET 1992
 ML1211_MARK LOGO: NGS
 ML1211_PROJECTION: PROJECTING 3 CENTIMETERS
 ML1211_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1211+STABILITY: SURFACE MOTION
 ML1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1211+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2021
 ML1211
 ML1211  HISTORY     - Date     Condition        Report By
 ML1211  HISTORY     - 1992     MONUMENTED       NEDR
 ML1211  HISTORY     - 20060715 GOOD             JCLS
 ML1211  HISTORY     - 20210701 GOOD             NEGS
 ML1211
 ML1211                          STATION DESCRIPTION
 ML1211
 ML1211'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1211'ABOUT 12.47 KM (7.75 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 4.43
 ML1211'KM (2.75 MI) EAST FROM RAVENNA, ON THE SOUTH RIGHT-OF-WAY OF STATE
 ML1211'HIGHWAY 2 AND NEAR THE NORTHEAST CORNER OF THE NW1/4, SEC23, T12N,
 ML1211'R14W, AT MILE MARKER 331.2, FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 ML1211'68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST ON HIGHWAY 2 FOR 4.43
 ML1211'KM (2.75 MI) TO THE MARK ON THE RIGHT, AT DOUBLE FENCE LINES.  THE
 ML1211'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1211'ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 21.3 M (69.9
 ML1211'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) NORTH
 ML1211'FROM A WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE
 ML1211'MARK.
 ML1211
 ML1211                          STATION RECOVERY (2006)
 ML1211
 ML1211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 ML1211'RECOVERED IN GOOD CONDITION.
 ML1211
 ML1211                          STATION RECOVERY (2021)
 ML1211
 ML1211'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 ML1211'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 68 SOUTH
 ML1211'OF RAVENNA, NE., GO EAST ON NE. HIGHWAY 2 FOR APPROXIMATELY 2.71 MI
 ML1211'(4.36 KM) TO MILE POST 330.17 AND THE MARK ON THE RIGHT (SOUTH).  THE
 ML1211'MARK IS APPROXIMATELY 70.0 FT (21.3 M) SOUTH OF THE CENTERLINE OF NE.
 ML1211'HIGHWAY 2, 2.5 FT (0.8 M) EAST OF AN ORANGE CONCRETE ROW MARKER, 1.5
 ML1211'FT (0.5 M) SOUTH OF AN ORANGE WITNESS POST AND 0.5 FT (15 CM) NORTH OF
 ML1211'A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0458 ***********************************************************************
 ML0458  DESIGNATION -  H 292
 ML0458  PID         -  ML0458
 ML0458  STATE/COUNTY-  NE/BUFFALO
 ML0458  COUNTRY     -  US
 ML0458  USGS QUAD   -  RAVENNA (2017)
 ML0458
 ML0458                         *CURRENT SURVEY CONTROL
 ML0458  ______________________________________________________________________
 ML0458* NAD 83(1986) POSITION- 41 02 23.     (N) 098 54 32.     (W)   SCALED
 ML0458* NAVD 88 ORTHO HEIGHT -   631.190 (meters)     2070.83  (feet) ADJUSTED
 ML0458  ______________________________________________________________________
 ML0458  GEOID HEIGHT    -        -24.212 (meters)                     GEOID18
 ML0458  DYNAMIC HEIGHT  -        630.855 (meters)     2069.73  (feet) COMP
 ML0458  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 ML0458
 ML0458  VERT ORDER      -  SECOND    CLASS 0
 ML0458
 ML0458.The horizontal coordinates were scaled from a map and have
 ML0458.an estimated accuracy of +/- 6 seconds.
 ML0458
 ML0458.The orthometric height was determined by differential leveling and
 ML0458.adjusted by the NATIONAL GEODETIC SURVEY
 ML0458.in June 1991.
 ML0458
 ML0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0458.GEOID18 height accuracy estimate available here.
 ML0458
 ML0458.Click photographs - Photos may exist for this station.
 ML0458
 ML0458.The dynamic height is computed by dividing the NAVD 88
 ML0458.geopotential number by the normal gravity value computed on the
 ML0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0458.degrees latitude (g = 980.6199 gals.).
 ML0458
 ML0458.The modeled gravity was interpolated from observed gravity values.
 ML0458
 ML0458;                    North         East    Units  Estimated Accuracy
 ML0458;SPC NE       -   134,520.      591,720.      MT  (+/- 180 meters Scaled)
 ML0458
 ML0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL076431(NAD 83)
 ML0458
 ML0458                          SUPERSEDED SURVEY CONTROL
 ML0458
 ML0458  NGVD 29 (??/??/92)  630.949  (m)         2070.04   (f) ADJ UNCH    2 0
 ML0458
 ML0458.Superseded values are not recommended for survey control.
 ML0458
 ML0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0458.See file dsdata.pdf to determine how the superseded data were derived.
 ML0458
 ML0458_MARKER: DB = BENCH MARK DISK
 ML0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0458_STAMPING: H 292 1949
 ML0458_MARK LOGO: CGS
 ML0458_PROJECTION: FLUSH
 ML0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0458+STABILITY: SURFACE MOTION
 ML0458
 ML0458  HISTORY     - Date     Condition        Report By
 ML0458  HISTORY     - 1949     MONUMENTED       CGS
 ML0458  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0458
 ML0458                          STATION DESCRIPTION
 ML0458
 ML0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0458'0.9 MI N FROM RAVENNA.
 ML0458'0.9 MILE NORTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0458'AT RAVENNA, AT THE RAVENNA AIRPORT, ABOUT 0.1 MILE EAST OF THE
 ML0458'MAIN OFFICE, ALONG THE EAST-WEST RUNWAY, 32 FEET SOUTH OF A
 ML0458'FENCE, 1.2 FEET EAST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY
 ML0458'PLANE SHED, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5
 ML0458'FEET AND ABOUT LEVEL WITH THE GROUND.
 ML0458
 ML0458                          STATION RECOVERY (1953)
 ML0458
 ML0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0666 ***********************************************************************
 LH0666  DESIGNATION -  H 293
 LH0666  PID         -  LH0666
 LH0666  STATE/COUNTY-  NE/BUFFALO
 LH0666  COUNTRY     -  US
 LH0666  USGS QUAD   -  MILLER NE (2017)
 LH0666
 LH0666                         *CURRENT SURVEY CONTROL
 LH0666  ______________________________________________________________________
 LH0666* NAD 83(1986) POSITION- 40 59 18.79   (N) 099 19 50.81   (W)   HD_HELD1
 LH0666* NAVD 88 ORTHO HEIGHT -   698.287 (meters)     2290.96  (feet) ADJUSTED
 LH0666  ______________________________________________________________________
 LH0666  GEOID HEIGHT    -        -23.814 (meters)                     GEOID18
 LH0666  DYNAMIC HEIGHT  -        697.901 (meters)     2289.70  (feet) COMP
 LH0666  MODELED GRAVITY -    980,047.6   (mgal)                       NAVD 88
 LH0666
 LH0666  VERT ORDER      -  SECOND    CLASS 0
 LH0666
 LH0666.The horizontal coordinates were determined by differentially corrected
 LH0666.hand held GPS observations or other comparable positioning techniques
 LH0666.and have an estimated accuracy of +/- 3 meters.
 LH0666
 LH0666.The orthometric height was determined by differential leveling and
 LH0666.adjusted by the NATIONAL GEODETIC SURVEY
 LH0666.in June 1991.
 LH0666
 LH0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0666.GEOID18 height accuracy estimate available here.
 LH0666
 LH0666.Click photographs - Photos may exist for this station.
 LH0666
 LH0666.The dynamic height is computed by dividing the NAVD 88
 LH0666.geopotential number by the normal gravity value computed on the
 LH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0666.degrees latitude (g = 980.6199 gals.).
 LH0666
 LH0666.The modeled gravity was interpolated from observed gravity values.
 LH0666
 LH0666;                    North         East    Units  Estimated Accuracy
 LH0666;SPC NE       -   128,477.9     556,297.1     MT  (+/- 3 meters HH1 GPS) 
 LH0666
 LH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7217637538(NAD 83)
 LH0666
 LH0666                          SUPERSEDED SURVEY CONTROL
 LH0666
 LH0666  NGVD 29 (??/??/92)  698.036  (m)         2290.14   (f) ADJ UNCH    2 0
 LH0666
 LH0666.Superseded values are not recommended for survey control.
 LH0666
 LH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0666.See file dsdata.pdf to determine how the superseded data were derived.
 LH0666
 LH0666_MARKER: DB = BENCH MARK DISK
 LH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0666_STAMPING: H 293 1949
 LH0666_MARK LOGO: CGS
 LH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0666+STABILITY: SURFACE MOTION
 LH0666
 LH0666  HISTORY     - Date     Condition        Report By
 LH0666  HISTORY     - 1949     MONUMENTED       CGS
 LH0666
 LH0666                          STATION DESCRIPTION
 LH0666
 LH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0666'7.1 MI NE FROM MILLER.
 LH0666'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0666'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0666'THENCE 3.0 MILES EAST ALONG A COUNTY ROAD, NEAR THE SOUTHEAST
 LH0666'CORNER OF SECTION 23, T. 12 N., R. 18 W., IN THE NORTHWEST
 LH0666'QUARTER OF A PUBLIC ROAD CROSSING, 0.3 MILE EAST OF A CHURCH
 LH0666'ON THE NORTH SIDE OF THE ROAD, 75 FEET NORTH OF THE CENTER LINE
 LH0666'OF THE EAST-WEST ROAD, 43 FEET NORTH OF A CORNER FENCE POST,
 LH0666'30 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 0.8
 LH0666'FOOT EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET
 LH0666'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0666'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0653 ***********************************************************************
 LH0653  DESIGNATION -  H 294
 LH0653  PID         -  LH0653
 LH0653  STATE/COUNTY-  NE/BUFFALO
 LH0653  COUNTRY     -  US
 LH0653  USGS QUAD   -  RIVERDALE (2017)
 LH0653
 LH0653                         *CURRENT SURVEY CONTROL
 LH0653  ______________________________________________________________________
 LH0653* NAD 83(1986) POSITION- 40 52 22.77   (N) 099 11 52.62   (W)   HD_HELD1
 LH0653* NAVD 88 ORTHO HEIGHT -   710.167 (meters)     2329.94  (feet) ADJUSTED
 LH0653  ______________________________________________________________________
 LH0653  GEOID HEIGHT    -        -24.084 (meters)                     GEOID18
 LH0653  DYNAMIC HEIGHT  -        709.770 (meters)     2328.64  (feet) COMP
 LH0653  MODELED GRAVITY -    980,041.8   (mgal)                       NAVD 88
 LH0653
 LH0653  VERT ORDER      -  SECOND    CLASS 0
 LH0653
 LH0653.The horizontal coordinates were determined by differentially corrected
 LH0653.hand held GPS observations or other comparable positioning techniques
 LH0653.and have an estimated accuracy of +/- 3 meters.
 LH0653
 LH0653.The orthometric height was determined by differential leveling and
 LH0653.adjusted by the NATIONAL GEODETIC SURVEY
 LH0653.in June 1991.
 LH0653
 LH0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0653.GEOID18 height accuracy estimate available here.
 LH0653
 LH0653.Click photographs - Photos may exist for this station.
 LH0653
 LH0653.The dynamic height is computed by dividing the NAVD 88
 LH0653.geopotential number by the normal gravity value computed on the
 LH0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0653.degrees latitude (g = 980.6199 gals.).
 LH0653
 LH0653.The modeled gravity was interpolated from observed gravity values.
 LH0653
 LH0653;                    North         East    Units  Estimated Accuracy
 LH0653;SPC NE       -   115,743.9     567,590.0     MT  (+/- 3 meters HH1 GPS) 
 LH0653
 LH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8332024676(NAD 83)
 LH0653
 LH0653                          SUPERSEDED SURVEY CONTROL
 LH0653
 LH0653  NGVD 29 (??/??/92)  709.916  (m)         2329.12   (f) ADJ UNCH    2 0
 LH0653
 LH0653.Superseded values are not recommended for survey control.
 LH0653
 LH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0653.See file dsdata.pdf to determine how the superseded data were derived.
 LH0653
 LH0653_MARKER: DB = BENCH MARK DISK
 LH0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0653_STAMPING: H 294 1949
 LH0653_MARK LOGO: CGS
 LH0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0653+STABILITY: SURFACE MOTION
 LH0653
 LH0653  HISTORY     - Date     Condition        Report By
 LH0653  HISTORY     - 1949     MONUMENTED       CGS
 LH0653
 LH0653                          STATION DESCRIPTION
 LH0653
 LH0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0653'5.9 MI NE FROM AMHERST.
 LH0653'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0653'AMHERST, THENCE 3.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0653'NORTHWEST CORNER OF SECTION 6, T. 10 N., R. 16 W., ABOUT MIDWAY
 LH0653'BETWEEN TWO POWER LINE POLES, 35 FEET SOUTH OF THE CENTER LINE
 LH0653'OF THE ROAD, 14 FEET SOUTH OF A CORNER FENCE POST, 0.5 FOOT
 LH0653'EAST OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN
 LH0653'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET PROJECTING
 LH0653'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0561 ***********************************************************************
 LH0561  DESIGNATION -  H 295
 LH0561  PID         -  LH0561
 LH0561  STATE/COUNTY-  NE/BUFFALO
 LH0561  COUNTRY     -  US
 LH0561  USGS QUAD   -  AMHERST (2017)
 LH0561
 LH0561                         *CURRENT SURVEY CONTROL
 LH0561  ______________________________________________________________________
 LH0561* NAD 83(1986) POSITION- 40 48 55.     (N) 099 17 24.     (W)   SCALED
 LH0561* NAVD 88 ORTHO HEIGHT -   709.240 (meters)     2326.90  (feet) ADJUSTED
 LH0561  ______________________________________________________________________
 LH0561  GEOID HEIGHT    -        -24.161 (meters)                     GEOID18
 LH0561  DYNAMIC HEIGHT  -        708.833 (meters)     2325.56  (feet) COMP
 LH0561  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 LH0561
 LH0561  VERT ORDER      -  SECOND    CLASS 0
 LH0561
 LH0561.The horizontal coordinates were scaled from a map and have
 LH0561.an estimated accuracy of +/- 6 seconds.
 LH0561
 LH0561.The orthometric height was determined by differential leveling and
 LH0561.adjusted by the NATIONAL GEODETIC SURVEY
 LH0561.in June 1991.
 LH0561
 LH0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0561.GEOID18 height accuracy estimate available here.
 LH0561
 LH0561.Click photographs - Photos may exist for this station.
 LH0561
 LH0561.The dynamic height is computed by dividing the NAVD 88
 LH0561.geopotential number by the normal gravity value computed on the
 LH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0561.degrees latitude (g = 980.6199 gals.).
 LH0561
 LH0561.The modeled gravity was interpolated from observed gravity values.
 LH0561
 LH0561;                    North         East    Units  Estimated Accuracy
 LH0561;SPC NE       -   109,270.      559,890.      MT  (+/- 180 meters Scaled)
 LH0561
 LH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML755182(NAD 83)
 LH0561
 LH0561                          SUPERSEDED SURVEY CONTROL
 LH0561
 LH0561  NGVD 29 (??/??/92)  708.981  (m)         2326.05   (f) ADJ UNCH    2 0
 LH0561
 LH0561.Superseded values are not recommended for survey control.
 LH0561
 LH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0561.See file dsdata.pdf to determine how the superseded data were derived.
 LH0561
 LH0561_MARKER: DB = BENCH MARK DISK
 LH0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0561_STAMPING: H 295 1949
 LH0561_MARK LOGO: CGS
 LH0561_PROJECTION: RECESSED 30 CENTIMETERS
 LH0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0561+STABILITY: SURFACE MOTION
 LH0561
 LH0561  HISTORY     - Date     Condition        Report By
 LH0561  HISTORY     - 1949     MONUMENTED       CGS
 LH0561
 LH0561                          STATION DESCRIPTION
 LH0561
 LH0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0561'2.5 MI SW FROM AMHERST.
 LH0561'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0561'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH
 LH0561'ALONG A COUNTY ROAD, THENCE 0.8 MILE WEST ALONG A COUNTY ROAD,
 LH0561'AT AN AIRWAY BEACON, 56 FEET NORTH OF THE CENTER LINE OF THE
 LH0561'ROAD, 6.8 FEET NORTHWEST OF THE SOUTHEAST LEG, 6.8 FEET NORTHEAST
 LH0561'OF THE SOUTHWEST LEG, 6.8 FEET SOUTHEAST OF THE NORTHWEST LEG,
 LH0561'6.8 FEET SOUTHWEST OF THE NORTHEAST LEG, 5.4 FEET NORTH OF THE
 LH0561'CENTER OF THE LADDER, SET IN THE TOP OF A CONCRETE POST AT A
 LH0561'DEPTH OF 5 FEET AND ABOUT 1 FOOT BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0839 ***********************************************************************
 MK0839  DESIGNATION -  H 296
 MK0839  PID         -  MK0839
 MK0839  STATE/COUNTY-  NE/CASS
 MK0839  COUNTRY     -  US
 MK0839  USGS QUAD   -  CEDAR CREEK (2017)
 MK0839
 MK0839                         *CURRENT SURVEY CONTROL
 MK0839  ______________________________________________________________________
 MK0839* NAD 83(1986) POSITION- 41 00 05.     (N) 096 02 41.     (W)   SCALED
 MK0839* NAVD 88 ORTHO HEIGHT -   371.685 (meters)     1219.44  (feet) ADJUSTED
 MK0839  ______________________________________________________________________
 MK0839  GEOID HEIGHT    -        -26.810 (meters)                     GEOID18
 MK0839  DYNAMIC HEIGHT  -        371.532 (meters)     1218.93  (feet) COMP
 MK0839  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 MK0839
 MK0839  VERT ORDER      -  SECOND    CLASS 0
 MK0839
 MK0839.The horizontal coordinates were scaled from a map and have
 MK0839.an estimated accuracy of +/- 6 seconds.
 MK0839
 MK0839.The orthometric height was determined by differential leveling and
 MK0839.adjusted by the NATIONAL GEODETIC SURVEY
 MK0839.in June 1991.
 MK0839
 MK0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0839.GEOID18 height accuracy estimate available here.
 MK0839
 MK0839.Click photographs - Photos may exist for this station.
 MK0839
 MK0839.The dynamic height is computed by dividing the NAVD 88
 MK0839.geopotential number by the normal gravity value computed on the
 MK0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0839.degrees latitude (g = 980.6199 gals.).
 MK0839
 MK0839.The modeled gravity was interpolated from observed gravity values.
 MK0839
 MK0839;                    North         East    Units  Estimated Accuracy
 MK0839;SPC NE       -   137,290.      832,550.      MT  (+/- 180 meters Scaled)
 MK0839
 MK0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL485431(NAD 83)
 MK0839
 MK0839                          SUPERSEDED SURVEY CONTROL
 MK0839
 MK0839  NGVD 29 (??/??/92)  371.588  (m)         1219.12   (f) ADJ UNCH    2 0
 MK0839
 MK0839.Superseded values are not recommended for survey control.
 MK0839
 MK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0839.See file dsdata.pdf to determine how the superseded data were derived.
 MK0839
 MK0839_MARKER: DB = BENCH MARK DISK
 MK0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0839_STAMPING: H 296 1949
 MK0839_MARK LOGO: CGS
 MK0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0839+STABILITY: SURFACE MOTION
 MK0839
 MK0839  HISTORY     - Date     Condition        Report By
 MK0839  HISTORY     - 1949     MONUMENTED       CGS
 MK0839
 MK0839                          STATION DESCRIPTION
 MK0839
 MK0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0839'8.8 MI SW FROM PLATTSMOUTH.
 MK0839'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MK0839'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 MK0839'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 MK0839'ROAD, AT A ROAD INTERSECTION, 166 FEET SOUTH OF THE CENTER LINE
 MK0839'OF THE PLATTSMOUTH-LOUISVILLE ROAD, 67 FEET EAST OF THE SOUTHEAST
 MK0839'CORNER OF THE CHRIST EVANGELIST LUTHERAN CHURCH, 50 FEET WEST
 MK0839'OF THE CENTER LINE OF THE GRAVELED ROAD LEADING SOUTH, 4.7
 MK0839'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING WEST TO
 MK0839'THE EAST ENTRANCE OF THE CHURCH, 1.3 FEET SOUTH OF A LIGHT
 MK0839'POLE, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 MK0839'OF A 5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0839'NOTE-- THIS BENCH MARK IS 7.1 MILES EAST OF LOUISVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0703 ***********************************************************************
 MK0703  DESIGNATION -  H 297
 MK0703  PID         -  MK0703
 MK0703  STATE/COUNTY-  NE/SAUNDERS
 MK0703  COUNTRY     -  US
 MK0703  USGS QUAD   -  ASHLAND EAST (2017)
 MK0703
 MK0703                         *CURRENT SURVEY CONTROL
 MK0703  ______________________________________________________________________
 MK0703* NAD 83(1986) POSITION- 41 02 57.     (N) 096 22 06.     (W)   SCALED
 MK0703* NAVD 88 ORTHO HEIGHT -   327.557 (meters)     1074.66  (feet) ADJUSTED
 MK0703  ______________________________________________________________________
 MK0703  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 MK0703  DYNAMIC HEIGHT  -        327.423 (meters)     1074.22  (feet) COMP
 MK0703  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 MK0703
 MK0703  VERT ORDER      -  SECOND    CLASS 0
 MK0703
 MK0703.The horizontal coordinates were scaled from a map and have
 MK0703.an estimated accuracy of +/- 6 seconds.
 MK0703
 MK0703.The orthometric height was determined by differential leveling and
 MK0703.adjusted by the NATIONAL GEODETIC SURVEY
 MK0703.in June 1991.
 MK0703
 MK0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0703.GEOID18 height accuracy estimate available here.
 MK0703
 MK0703.Click photographs - Photos may exist for this station.
 MK0703
 MK0703.The dynamic height is computed by dividing the NAVD 88
 MK0703.geopotential number by the normal gravity value computed on the
 MK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0703.degrees latitude (g = 980.6199 gals.).
 MK0703
 MK0703.The modeled gravity was interpolated from observed gravity values.
 MK0703
 MK0703;                    North         East    Units  Estimated Accuracy
 MK0703;SPC NE       -   141,400.      805,140.      MT  (+/- 180 meters Scaled)
 MK0703
 MK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL211475(NAD 83)
 MK0703
 MK0703                          SUPERSEDED SURVEY CONTROL
 MK0703
 MK0703  NGVD 29 (??/??/92)  327.452  (m)         1074.32   (f) ADJ UNCH    2 0
 MK0703
 MK0703.Superseded values are not recommended for survey control.
 MK0703
 MK0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0703.See file dsdata.pdf to determine how the superseded data were derived.
 MK0703
 MK0703_MARKER: DB = BENCH MARK DISK
 MK0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0703_STAMPING: H 297 1950
 MK0703_MARK LOGO: CGS
 MK0703_PROJECTION: FLUSH
 MK0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0703+STABILITY: SURFACE MOTION
 MK0703
 MK0703  HISTORY     - Date     Condition        Report By
 MK0703  HISTORY     - 1950     MONUMENTED       CGS
 MK0703  HISTORY     - 1984     GOOD             LOCSUR
 MK0703  HISTORY     - 20080514 MARK NOT FOUND   NEDR
 MK0703
 MK0703                          STATION DESCRIPTION
 MK0703
 MK0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0703'0.9 MI N FROM ASHLAND.
 MK0703'0.3 MILE EAST ALONG SILVER STREET FROM THE CITY HALL AT ASHLAND,
 MK0703'THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 63, 150 FEET WEST OF
 MK0703'THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE
 MK0703'SOUTHEAST CORNER OF THE S.L. RHOTEN FARMHOUSE, 50 FEET SOUTHEAST
 MK0703'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 18 FEET NORTH OF THE
 MK0703'CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET EAST OF THE CENTER OF A
 MK0703'GATE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0703'POST WHICH IS FLUSH WITH THE GROUND.
 MK0703
 MK0703                          STATION RECOVERY (1984)
 MK0703
 MK0703'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0703'RECOVERED IN GOOD CONDITION.
 MK0703
 MK0703                          STATION RECOVERY (2008)
 MK0703
 MK0703'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (JPC)
 MK0703'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2181 ***********************************************************************
 MK2181  DESIGNATION -  H 298 RESET
 MK2181  PID         -  MK2181
 MK2181  STATE/COUNTY-  NE/SAUNDERS
 MK2181  COUNTRY     -  US
 MK2181  USGS QUAD   -  WAHOO EAST (2017)
 MK2181
 MK2181                         *CURRENT SURVEY CONTROL
 MK2181  ______________________________________________________________________
 MK2181* NAD 83(1986) POSITION- 41 09 44.     (N) 096 33 09.     (W)   SCALED
 MK2181* NAVD 88 ORTHO HEIGHT -   347.30  (meters)     1139.4   (feet) RESET
 MK2181  ______________________________________________________________________
 MK2181  GEOID HEIGHT    -        -26.839 (meters)                     GEOID18
 MK2181  VERT ORDER      -  THIRD
 MK2181
 MK2181.The horizontal coordinates were scaled from a map and have
 MK2181.an estimated accuracy of +/- 6 seconds.
 MK2181
 MK2181.The orthometric height was computed from unverified reset data.
 MK2181
 MK2181.No vertical observational check was made to the station.
 MK2181
 MK2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2181.GEOID18 height accuracy estimate available here.
 MK2181
 MK2181.Click photographs - Photos may exist for this station.
 MK2181
 MK2181;                    North         East    Units  Estimated Accuracy
 MK2181;SPC NE       -   153,310.      789,170.      MT  (+/- 180 meters Scaled)
 MK2181
 MK2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL053596(NAD 83)
 MK2181
 MK2181                          SUPERSEDED SURVEY CONTROL
 MK2181
 MK2181  NGVD 29 (01/31/13)  347.17   (m)         1139.0    (f) RESET       3  
 MK2181
 MK2181.Superseded values are not recommended for survey control.
 MK2181
 MK2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2181.See file dsdata.pdf to determine how the superseded data were derived.
 MK2181
 MK2181_MARKER: DV = VERTICAL CONTROL DISK
 MK2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2181_STAMPING: H 298 RESET 1987
 MK2181_MARK LOGO: NGS
 MK2181_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2181+STABILITY: SURFACE MOTION
 MK2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2181+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2181
 MK2181  HISTORY     - Date     Condition        Report By
 MK2181  HISTORY     - 1987     MONUMENTED       NGS
 MK2181
 MK2181                          STATION DESCRIPTION
 MK2181
 MK2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2181'0.48 KM (0.30 MI) NORTH ALONG MAIN STREET AND COUNTY ROAD 13, FROM THE
 MK2181'POST OFFICE IN ITHACA, THEN 1.05 KM (0.65 MI) WEST ALONG COUNTY ROAD
 MK2181'H, A GRADED ROAD, TO THE MARK ON THE LEFT, 37.79 M (124.0 FT)
 MK2181'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A SMALL BRIDGE, 12.5 M
 MK2181'(41.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 7.01 M (23.0 FT) WEST
 MK2181'FROM THE CENTERLINE OF A FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH FROM A
 MK2181'FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST AND SET INTO THE TOP
 MK2181'OF A ROUND CONCRETE POST THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MK2181'GROUND AND IS ABOUT 0.9 M (3.0 FT) BELOW THE ROAD.
 MK2181'THE MARK IS 1.85 KM (1.15 MI) EAST FROM BENCH MARK J 298 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0145 ***********************************************************************
 NO0145  DESIGNATION -  H 3
 NO0145  PID         -  NO0145
 NO0145  STATE/COUNTY-  NE/CHERRY
 NO0145  COUNTRY     -  US
 NO0145  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0145
 NO0145                         *CURRENT SURVEY CONTROL
 NO0145  ______________________________________________________________________
 NO0145* NAD 83(1986) POSITION- 42 56 14.68   (N) 100 47 36.80   (W)   HD_HELD1
 NO0145* NAVD 88 ORTHO HEIGHT -   830.067 (meters)     2723.31  (feet) ADJUSTED
 NO0145  ______________________________________________________________________
 NO0145  GEOID HEIGHT    -        -21.404 (meters)                     GEOID18
 NO0145  DYNAMIC HEIGHT  -        829.733 (meters)     2722.22  (feet) COMP
 NO0145  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 NO0145
 NO0145  VERT ORDER      -  FIRST     CLASS II
 NO0145
 NO0145.The horizontal coordinates were determined by differentially corrected
 NO0145.hand held GPS observations or other comparable positioning techniques
 NO0145.and have an estimated accuracy of +/- 3 meters.
 NO0145
 NO0145.The orthometric height was determined by differential leveling and
 NO0145.adjusted by the NATIONAL GEODETIC SURVEY
 NO0145.in June 1991.
 NO0145
 NO0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0145.GEOID18 height accuracy estimate available here.
 NO0145
 NO0145.Click photographs - Photos may exist for this station.
 NO0145
 NO0145.The dynamic height is computed by dividing the NAVD 88
 NO0145.geopotential number by the normal gravity value computed on the
 NO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0145.degrees latitude (g = 980.6199 gals.).
 NO0145
 NO0145.The modeled gravity was interpolated from observed gravity values.
 NO0145
 NO0145;                    North         East    Units  Estimated Accuracy
 NO0145;SPC NE       -   344,965.5     435,229.8     MT  (+/- 3 meters HH1 GPS) 
 NO0145
 NO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5366055424(NAD 83)
 NO0145
 NO0145                          SUPERSEDED SURVEY CONTROL
 NO0145
 NO0145  NGVD 29 (??/??/92)  829.770  (m)         2722.34   (f) ADJ UNCH    1 2
 NO0145
 NO0145.Superseded values are not recommended for survey control.
 NO0145
 NO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0145.See file dsdata.pdf to determine how the superseded data were derived.
 NO0145
 NO0145_MARKER: H = DRILL HOLE
 NO0145_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0145
 NO0145  HISTORY     - Date     Condition        Report By
 NO0145  HISTORY     - 1901     MONUMENTED       CGS
 NO0145  HISTORY     - 1957     MARK NOT FOUND   CGS
 NO0145
 NO0145                          STATION DESCRIPTION
 NO0145
 NO0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0145'2 MI W FROM CROOKSTON.
 NO0145'2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0145'FROM THE STATION A CROOKSTON, CHERRY COUNTY, 3-1/2 RAILS NORTHWEST
 NO0145'OF MILEPOST 283, AT A PRIVATE-ROAD CROSSING, 85 FEET NORTHEAST
 NO0145'OF THE CENTERLINE OF U.S. HIGHWAY 20, 48.7 FEET SOUTHWEST OF THE
 NO0145'CENTERLINE OF THE TRACK, 50 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 NO0145'15 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, AND 4 FEET
 NO0145'SOUTH OF A POLE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NO0145'LETTERS USBM IN THE TOP OF A LIMESTONE POST PROJECTING 1 FOOT
 NO0145'ABOVE GROUND.  NOTE-- IT IS BELIEVED THAT THIS MARK WAS DESTROYED
 NO0145'BY GRADING FOR A ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0771 ***********************************************************************
 MK0771  DESIGNATION -  H 300
 MK0771  PID         -  MK0771
 MK0771  STATE/COUNTY-  NE/DOUGLAS
 MK0771  COUNTRY     -  US
 MK0771  USGS QUAD   -  WANN (2017)
 MK0771
 MK0771                         *CURRENT SURVEY CONTROL
 MK0771  ______________________________________________________________________
 MK0771* NAD 83(1986) POSITION- 41 14 56.43   (N) 096 19 47.79   (W)   HD_HELD1
 MK0771* NAVD 88 ORTHO HEIGHT -   341.462 (meters)     1120.28  (feet) ADJUSTED
 MK0771  ______________________________________________________________________
 MK0771  GEOID HEIGHT    -        -27.183 (meters)                     GEOID18
 MK0771  DYNAMIC HEIGHT  -        341.309 (meters)     1119.78  (feet) COMP
 MK0771  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 MK0771
 MK0771  VERT ORDER      -  SECOND    CLASS 0
 MK0771
 MK0771.The horizontal coordinates were determined by differentially corrected
 MK0771.hand held GPS observations or other comparable positioning techniques
 MK0771.and have an estimated accuracy of +/- 3 meters.
 MK0771
 MK0771.The orthometric height was determined by differential leveling and
 MK0771.adjusted by the NATIONAL GEODETIC SURVEY
 MK0771.in June 1991.
 MK0771
 MK0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0771.GEOID18 height accuracy estimate available here.
 MK0771
 MK0771.Click photographs - Photos may exist for this station.
 MK0771
 MK0771.The dynamic height is computed by dividing the NAVD 88
 MK0771.geopotential number by the normal gravity value computed on the
 MK0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0771.degrees latitude (g = 980.6199 gals.).
 MK0771
 MK0771.The modeled gravity was interpolated from observed gravity values.
 MK0771
 MK0771;                    North         East    Units  Estimated Accuracy
 MK0771;SPC NE       -   163,701.9     807,421.7     MT  (+/- 3 meters HH1 GPS) 
 MK0771
 MK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2371969838(NAD 83)
 MK0771
 MK0771                          SUPERSEDED SURVEY CONTROL
 MK0771
 MK0771  NGVD 29 (??/??/92)  341.333  (m)         1119.86   (f) ADJ UNCH    2 0
 MK0771
 MK0771.Superseded values are not recommended for survey control.
 MK0771
 MK0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0771.See file dsdata.pdf to determine how the superseded data were derived.
 MK0771
 MK0771_MARKER: DB = BENCH MARK DISK
 MK0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0771_STAMPING: H 300 1950
 MK0771_MARK LOGO: CGS
 MK0771_PROJECTION: PROJECTING 3 CENTIMETERS
 MK0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0771+STABILITY: SURFACE MOTION
 MK0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0771+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2020
 MK0771
 MK0771  HISTORY     - Date     Condition        Report By
 MK0771  HISTORY     - 1950     MONUMENTED       CGS
 MK0771  HISTORY     - 20140417 GOOD             INDIV
 MK0771  HISTORY     - 20200226 GOOD             NEGS
 MK0771  HISTORY     - 20200930 GOOD             NEGS
 MK0771
 MK0771                          STATION DESCRIPTION
 MK0771
 MK0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0771'8 MI SE FROM VALLEY.
 MK0771'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0771'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 4.7 MILES
 MK0771'SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 2.9 MILES SOUTH ALONG
 MK0771'STATE HIGHWAY 93, AT THE FARM HOME OF HENRY KALLANDT, 121 FEET
 MK0771'EAST OF THE CENTER LINE OF THE HIGHWAY, 119 FEET NORTH OF THE
 MK0771'NORTHEAST CORNER OF THE FARMHOUSE, 79 FEET NORTHWEST OF THE
 MK0771'NORTHWEST CORNER OF A GARAGE, 16 FEET NORTH OF THE CENTER LINE
 MK0771'OF A PRIVATE DRIVEWAY, 1.4 FEET SOUTH OF A WOODEN FENCE, SET IN
 MK0771'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK0771'GROUND.
 MK0771
 MK0771                          STATION RECOVERY (2014)
 MK0771
 MK0771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JDB)
 MK0771'RECOVERED IN GOOD CONDITION.
 MK0771
 MK0771                          STATION RECOVERY (2020)
 MK0771
 MK0771'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MK0771'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 92 AND 264TH ST. EAST
 MK0771'OF VENICE, NORTHEAST, GO NORTH ON 264TH ST. FOR APPROXIMATELY 1.0 MI
 MK0771'(1.6 KM) TO THE INTERSECTION WITH PACIFIC ST. AND THE MARK ON THE
 MK0771'RIGHT, IN A FARM YARD AT THE NORTHEAST CORNER OF THE INTERSECTION.
 MK0771'
 MK0771'THE MARK IS 250 FT (76.2 M) NORTHEAST OF PACIFIC ST, 121 FT (36.9 M)
 MK0771'EAST OF 264TH ST, 119 FT (36.3 M) NORTH OF THE NORTHEAST CORNER OF THE
 MK0771'FARMHOUSE, 79 FT (24.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 MK0771'GARAGE, 16 FT (4.9 M) NORTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY
 MK0771'AND 2 FT (0.6 M) SOUTH OF A STEEL WITNESS POST.
 MK0771
 MK0771                          STATION RECOVERY (2020)
 MK0771
 MK0771'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 MK0771'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 92 AND 264TH STREET
 MK0771'APPROXIMATELY 1.25 MI (2.01 KM) EAST OF VENICE, NE., GO NORTH ON 264TH
 MK0771'STREET FOR APPROXIMATELY 1.0 MI (1.6 KM) TO THE JUNCTION WITH PACIFIC
 MK0771'STREET.  THE MARK IS LOCATED IN A FARM YARD IN THE NORTHEAST CORNER OF
 MK0771'THE INTERSECTION.  THE MARK IS 79.0 FT (24.1 M) NORTHWEST OF THE
 MK0771'NORTHWEST CORNER OF A GARAGE, 16.0 FT (4.9 M) NORTH OF THE CENTERLINE
 MK0771'OF A PRIVATE DRIVEWAY, 0.7 FT (21 CM) SOUTH OF A STEEL WITNESS POST,
 MK0771'121 FT (36.9 M) EAST OF THE CENTERLINE OF 264TH STREET AND 119.0 FT
 MK0771'(36.3 M) NORTH OF THE NORTHEAST CORNER OF THE FARMHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0543 ***********************************************************************
 MK0543  DESIGNATION -  H 301
 MK0543  PID         -  MK0543
 MK0543  STATE/COUNTY-  NE/SARPY
 MK0543  COUNTRY     -  US
 MK0543  USGS QUAD   -  RALSTON (2017)
 MK0543
 MK0543                         *CURRENT SURVEY CONTROL
 MK0543  ______________________________________________________________________
 MK0543* NAD 83(1986) POSITION- 41 09 43.     (N) 096 01 15.     (W)   SCALED
 MK0543* NAVD 88 ORTHO HEIGHT -   342.271 (meters)     1122.93  (feet) ADJUSTED
 MK0543  ______________________________________________________________________
 MK0543  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 MK0543  DYNAMIC HEIGHT  -        342.130 (meters)     1122.47  (feet) COMP
 MK0543  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 MK0543
 MK0543  VERT ORDER      -  SECOND    CLASS 0
 MK0543
 MK0543.The horizontal coordinates were scaled from a map and have
 MK0543.an estimated accuracy of +/- 6 seconds.
 MK0543
 MK0543.The orthometric height was determined by differential leveling and
 MK0543.adjusted by the NATIONAL GEODETIC SURVEY
 MK0543.in June 1991.
 MK0543
 MK0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0543.GEOID18 height accuracy estimate available here.
 MK0543
 MK0543.Click photographs - Photos may exist for this station.
 MK0543
 MK0543.The dynamic height is computed by dividing the NAVD 88
 MK0543.geopotential number by the normal gravity value computed on the
 MK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0543.degrees latitude (g = 980.6199 gals.).
 MK0543
 MK0543.The modeled gravity was interpolated from observed gravity values.
 MK0543
 MK0543;                    North         East    Units  Estimated Accuracy
 MK0543;SPC NE       -   155,190.      833,740.      MT  (+/- 180 meters Scaled)
 MK0543
 MK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL499610(NAD 83)
 MK0543
 MK0543                          SUPERSEDED SURVEY CONTROL
 MK0543
 MK0543  NGVD 29 (??/??/92)  342.164  (m)         1122.58   (f) ADJ UNCH    2 0
 MK0543
 MK0543.Superseded values are not recommended for survey control.
 MK0543
 MK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0543.See file dsdata.pdf to determine how the superseded data were derived.
 MK0543
 MK0543_MARKER: DB = BENCH MARK DISK
 MK0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0543_STAMPING: H 301 1950
 MK0543_MARK LOGO: CGS
 MK0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0543+STABILITY: SURFACE MOTION
 MK0543
 MK0543  HISTORY     - Date     Condition        Report By
 MK0543  HISTORY     - 1950     MONUMENTED       CGS
 MK0543
 MK0543                          STATION DESCRIPTION
 MK0543
 MK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0543'1.4 MI NE FROM PAPILLION.
 MK0543'0.3 MILE NORTH ALONG STATE HIGHWAY 50 FRM THE UNION PACIFIC
 MK0543'RAILROAD STATION AT PAPILLION, THENCE 1.15 MILES EAST ALONG
 MK0543'STATE HIGHWAY 31, AT THE NORTHWEST CORNER OF A GROVE OF TREES, 60
 MK0543'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH,
 MK0543'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 MK0543'SOUTHEAST OF A TELEPHONE POLE, 10 FEET WEST OF A 14 INCH ELM
 MK0543'TREE, 2 FEET NORTH OF A WIRE FENCE, 1.5 FEET EAST OF A WITNESS
 MK0543'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK0543'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0724 ***********************************************************************
 MK0724  DESIGNATION -  H 302
 MK0724  PID         -  MK0724
 MK0724  STATE/COUNTY-  NE/SAUNDERS
 MK0724  COUNTRY     -  US
 MK0724  USGS QUAD   -  LESHARA (2017)
 MK0724
 MK0724                         *CURRENT SURVEY CONTROL
 MK0724  ______________________________________________________________________
 MK0724* NAD 83(1986) POSITION- 41 18 24.     (N) 096 25 34.     (W)   SCALED
 MK0724* NAVD 88 ORTHO HEIGHT -   383.202 (meters)     1257.22  (feet) ADJUSTED
 MK0724  ______________________________________________________________________
 MK0724  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 MK0724  DYNAMIC HEIGHT  -        383.022 (meters)     1256.63  (feet) COMP
 MK0724  MODELED GRAVITY -    980,144.4   (mgal)                       NAVD 88
 MK0724
 MK0724  VERT ORDER      -  SECOND    CLASS 0
 MK0724
 MK0724.The horizontal coordinates were scaled from a map and have
 MK0724.an estimated accuracy of +/- 6 seconds.
 MK0724
 MK0724.The orthometric height was determined by differential leveling and
 MK0724.adjusted by the NATIONAL GEODETIC SURVEY
 MK0724.in June 1991.
 MK0724
 MK0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0724.GEOID18 height accuracy estimate available here.
 MK0724
 MK0724.Click photographs - Photos may exist for this station.
 MK0724
 MK0724.The dynamic height is computed by dividing the NAVD 88
 MK0724.geopotential number by the normal gravity value computed on the
 MK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0724.degrees latitude (g = 980.6199 gals.).
 MK0724
 MK0724.The modeled gravity was interpolated from observed gravity values.
 MK0724
 MK0724;                    North         East    Units  Estimated Accuracy
 MK0724;SPC NE       -   169,760.      799,110.      MT  (+/- 180 meters Scaled)
 MK0724
 MK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL154759(NAD 83)
 MK0724
 MK0724                          SUPERSEDED SURVEY CONTROL
 MK0724
 MK0724  NGVD 29 (??/??/92)  383.060  (m)         1256.76   (f) ADJ UNCH    2 0
 MK0724
 MK0724.Superseded values are not recommended for survey control.
 MK0724
 MK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0724.See file dsdata.pdf to determine how the superseded data were derived.
 MK0724
 MK0724_MARKER: DB = BENCH MARK DISK
 MK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0724_STAMPING: H 302 1950
 MK0724_MARK LOGO: CGS
 MK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0724+STABILITY: SURFACE MOTION
 MK0724
 MK0724  HISTORY     - Date     Condition        Report By
 MK0724  HISTORY     - 1950     MONUMENTED       CGS
 MK0724  HISTORY     - 20080110 MARK NOT FOUND   NEDR
 MK0724
 MK0724                          STATION DESCRIPTION
 MK0724
 MK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0724'1.8 MI S FROM LESHARA.
 MK0724'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0724'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.8 MILE SOUTH
 MK0724'ALONG STATE HIGHWAY 64, AT A ROAD INTERSECTION, 146 FEET
 MK0724'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE OF A
 MK0724'CURVE IN THE HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF A DIRT
 MK0724'ROAD LEADING WEST, 44 FEET WEST OF THE CENTER LINE OF A GRAVELED
 MK0724'ROAD LEADING SOUTH, 13 FEET WEST OF A TELEPHONE POLE, 2.3 FEET
 MK0724'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0724'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0724
 MK0724                          STATION RECOVERY (2008)
 MK0724
 MK0724'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0726 ***********************************************************************
 MK0726  DESIGNATION -  H 303
 MK0726  PID         -  MK0726
 MK0726  STATE/COUNTY-  NE/SAUNDERS
 MK0726  COUNTRY     -  US
 MK0726  USGS QUAD   -  LESHARA (2017)
 MK0726
 MK0726                         *CURRENT SURVEY CONTROL
 MK0726  ______________________________________________________________________
 MK0726* NAD 83(1986) POSITION- 41 19 47.21   (N) 096 25 36.70   (W)   HD_HELD1
 MK0726* NAVD 88 ORTHO HEIGHT -   355.123 (meters)     1165.10  (feet) ADJUSTED
 MK0726  ______________________________________________________________________
 MK0726  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 MK0726  DYNAMIC HEIGHT  -        354.957 (meters)     1164.55  (feet) COMP
 MK0726  MODELED GRAVITY -    980,146.1   (mgal)                       NAVD 88
 MK0726
 MK0726  VERT ORDER      -  SECOND    CLASS 0
 MK0726
 MK0726.The horizontal coordinates were determined by differentially corrected
 MK0726.hand held GPS observations or other comparable positioning techniques
 MK0726.and have an estimated accuracy of +/- 3 meters.
 MK0726
 MK0726.The orthometric height was determined by differential leveling and
 MK0726.adjusted by the NATIONAL GEODETIC SURVEY
 MK0726.in June 1991.
 MK0726
 MK0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0726.GEOID18 height accuracy estimate available here.
 MK0726
 MK0726.Click photographs - Photos may exist for this station.
 MK0726
 MK0726.The dynamic height is computed by dividing the NAVD 88
 MK0726.geopotential number by the normal gravity value computed on the
 MK0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0726.degrees latitude (g = 980.6199 gals.).
 MK0726
 MK0726.The modeled gravity was interpolated from observed gravity values.
 MK0726
 MK0726;                    North         East    Units  Estimated Accuracy
 MK0726;SPC NE       -   172,321.7     798,937.5     MT  (+/- 3 meters HH1 GPS) 
 MK0726
 MK0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1533278561(NAD 83)
 MK0726
 MK0726                          SUPERSEDED SURVEY CONTROL
 MK0726
 MK0726  NGVD 29 (??/??/92)  354.980  (m)         1164.63   (f) ADJ UNCH    2 0
 MK0726
 MK0726.Superseded values are not recommended for survey control.
 MK0726
 MK0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0726.See file dsdata.pdf to determine how the superseded data were derived.
 MK0726
 MK0726_MARKER: DB = BENCH MARK DISK
 MK0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0726_STAMPING: H 303 1950
 MK0726_MARK LOGO: CGS
 MK0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0726+STABILITY: SURFACE MOTION
 MK0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0726+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 MK0726
 MK0726  HISTORY     - Date     Condition        Report By
 MK0726  HISTORY     - 1950     MONUMENTED       CGS
 MK0726  HISTORY     - 19920714 MARK NOT FOUND   USACE
 MK0726  HISTORY     - 20080204 GOOD             NEDR
 MK0726  HISTORY     - 20130102 GOOD             INDIV
 MK0726
 MK0726                          STATION DESCRIPTION
 MK0726
 MK0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0726'AT LESHARA.
 MK0726'AT LESHARA, 118 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MK0726'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 93 FEET
 MK0726'SOUTHWEST OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR, 43 FEET
 MK0726'SOUTHWEST OF THE WEST RAIL OF THE MAIN TRACK, 7 FEET WEST OF A
 MK0726'BRACED POWER POLE, 1.2 FEET NORTHEAST OF A WITNESS POST, SET IN
 MK0726'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0726'GROUND.
 MK0726
 MK0726                          STATION RECOVERY (1992)
 MK0726
 MK0726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1992 (ON)
 MK0726'MARK NOT FOUND.
 MK0726
 MK0726                          STATION RECOVERY (2008)
 MK0726
 MK0726'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0726'FROM THE JUNCTION OF NEBRASKA HIGHWAY 64 AND SPUR 78J (APPROXIMATELY
 MK0726'1.0 MILE SOUTH OF LESHARA, NEBRASKA), GO NORTH ON SPUR 78J
 MK0726'APPROXIMATELY 0.88 MILE (1.42KM) TO THE STATION ON THE RIGHT (EAST)
 MK0726'SIDE OF THE ROAD.  THE MARK IS 84 FT. (25.6M) EAST-NORTHEAST OF THE
 MK0726'CENTERLINE OF FRONT ST., 45.4 FT. (13.8M) EAST-NORTHEAST OF THE NEAR
 MK0726'FACE OF A 42 INCH ELM TREE, 42.73 FT.(13.02M) WEST-SOUTHWEST OF THE
 MK0726'WEST EDGE OF THE WEST RAIL, 34.55 FT. (10.53M) SOUTH-SOUTHWEST OF A
 MK0726'RR SIGN POST(END TEST), 28.68 FT. (8.74M) NORTHEAST OF A RR SPIKE IN A
 MK0726'POWER POLE, 21.98 FT. (6.70M) EAST-NORTHEAST OF THE TOP OF A GUY WIRE
 MK0726'
 MK0726'ANCHOR,AND 0.5 FT. (0.15M) WEST OF A FIBERGLASS WITNESS POST.  THE
 MK0726'MARK IS A USC+GS BENCHMARK DISK SET IN THE TOP OF A CONCRETE MONUMENT
 MK0726'
 MK0726'THAT IS FLUSH WITH THE GROUND.  A RR SPIKE WAS PLACED ON THE NORTH
 MK0726'SIDE OF THE MONUMENT.
 MK0726
 MK0726                          STATION RECOVERY (2013)
 MK0726
 MK0726'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MK0726'RECOVERED AS DESCRIBED, 2008 TIES STILL GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1030 ***********************************************************************
 MK1030  DESIGNATION -  H 304
 MK1030  PID         -  MK1030
 MK1030  STATE/COUNTY-  NE/SAUNDERS
 MK1030  COUNTRY     -  US
 MK1030  USGS QUAD   -  WAHOO EAST (2017)
 MK1030
 MK1030                         *CURRENT SURVEY CONTROL
 MK1030  ______________________________________________________________________
 MK1030* NAD 83(1986) POSITION- 41 14 01.41   (N) 096 30 09.87   (W)   HD_HELD1
 MK1030* NAVD 88 ORTHO HEIGHT -   366.659 (meters)     1202.95  (feet) ADJUSTED
 MK1030  ______________________________________________________________________
 MK1030  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 MK1030  DYNAMIC HEIGHT  -        366.486 (meters)     1202.38  (feet) COMP
 MK1030  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 MK1030
 MK1030  VERT ORDER      -  SECOND    CLASS 0
 MK1030
 MK1030.The horizontal coordinates were determined by differentially corrected
 MK1030.hand held GPS observations or other comparable positioning techniques
 MK1030.and have an estimated accuracy of +/- 3 meters.
 MK1030
 MK1030.The orthometric height was determined by differential leveling and
 MK1030.adjusted by the NATIONAL GEODETIC SURVEY
 MK1030.in June 1991.
 MK1030
 MK1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1030.GEOID18 height accuracy estimate available here.
 MK1030
 MK1030.Click photographs - Photos may exist for this station.
 MK1030
 MK1030.The dynamic height is computed by dividing the NAVD 88
 MK1030.geopotential number by the normal gravity value computed on the
 MK1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1030.degrees latitude (g = 980.6199 gals.).
 MK1030
 MK1030.The modeled gravity was interpolated from observed gravity values.
 MK1030
 MK1030;                    North         East    Units  Estimated Accuracy
 MK1030;SPC NE       -   161,406.5     793,023.9     MT  (+/- 3 meters HH1 GPS) 
 MK1030
 MK1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0928867710(NAD 83)
 MK1030
 MK1030                          SUPERSEDED SURVEY CONTROL
 MK1030
 MK1030  NGVD 29 (??/??/92)  366.517  (m)         1202.48   (f) ADJ UNCH    2 0
 MK1030
 MK1030.Superseded values are not recommended for survey control.
 MK1030
 MK1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1030.See file dsdata.pdf to determine how the superseded data were derived.
 MK1030
 MK1030_MARKER: DB = BENCH MARK DISK
 MK1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1030_STAMPING: H 304 1950
 MK1030_MARK LOGO: CGS
 MK1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1030+STABILITY: SURFACE MOTION
 MK1030
 MK1030  HISTORY     - Date     Condition        Report By
 MK1030  HISTORY     - 1950     MONUMENTED       CGS
 MK1030  HISTORY     - 1961     GOOD             CGS
 MK1030  HISTORY     - 1984     GOOD             LOCSUR
 MK1030
 MK1030                          STATION DESCRIPTION
 MK1030
 MK1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1030'0.8 MI W FROM MEAD.
 MK1030'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK1030'THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 ALT, AT THE JUNCTION OF
 MK1030'U.S. HIGHWAY 30 ALT. AT U.S. HIGHWAY 77, 179 FEET SOUTH OF THE
 MK1030'CENTERLINE OF U.S. HIGHWAY 30 ALT., 48 FEET EAST OF THE CENTER OF
 MK1030'A GRAVEL ROAD, 21 FEET SOUTH OF THE CENTER OF THE ROAD INTO FIELD,
 MK1030'3 FEET LOWER THAN THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST
 MK1030'WITH SIGN, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 MK1030
 MK1030                          STATION RECOVERY (1984)
 MK1030
 MK1030'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0602 ***********************************************************************
 MK0602  DESIGNATION -  H 305
 MK0602  PID         -  MK0602
 MK0602  STATE/COUNTY-  NE/DODGE
 MK0602  COUNTRY     -  US
 MK0602  USGS QUAD   -  ARLINGTON (2017)
 MK0602
 MK0602                         *CURRENT SURVEY CONTROL
 MK0602  ______________________________________________________________________
 MK0602* NAD 83(1986) POSITION- 41 26 11.     (N) 096 21 26.     (W)   SCALED
 MK0602* NAVD 88 ORTHO HEIGHT -   352.963 (meters)     1158.01  (feet) ADJUSTED
 MK0602  ______________________________________________________________________
 MK0602  GEOID HEIGHT    -        -27.512 (meters)                     GEOID18
 MK0602  DYNAMIC HEIGHT  -        352.799 (meters)     1157.47  (feet) COMP
 MK0602  MODELED GRAVITY -    980,148.4   (mgal)                       NAVD 88
 MK0602
 MK0602  VERT ORDER      -  SECOND    CLASS 0
 MK0602
 MK0602.The horizontal coordinates were scaled from a map and have
 MK0602.an estimated accuracy of +/- 6 seconds.
 MK0602
 MK0602.The orthometric height was determined by differential leveling and
 MK0602.adjusted by the NATIONAL GEODETIC SURVEY
 MK0602.in June 1991.
 MK0602
 MK0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0602.GEOID18 height accuracy estimate available here.
 MK0602
 MK0602.Click photographs - Photos may exist for this station.
 MK0602
 MK0602.The dynamic height is computed by dividing the NAVD 88
 MK0602.geopotential number by the normal gravity value computed on the
 MK0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0602.degrees latitude (g = 980.6199 gals.).
 MK0602
 MK0602.The modeled gravity was interpolated from observed gravity values.
 MK0602
 MK0602;                    North         East    Units  Estimated Accuracy
 MK0602;SPC NE       -   184,390.      804,260.      MT  (+/- 180 meters Scaled)
 MK0602
 MK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL207905(NAD 83)
 MK0602
 MK0602                          SUPERSEDED SURVEY CONTROL
 MK0602
 MK0602  NGVD 29 (??/??/92)  352.818  (m)         1157.54   (f) ADJ UNCH    2 0
 MK0602
 MK0602.Superseded values are not recommended for survey control.
 MK0602
 MK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0602.See file dsdata.pdf to determine how the superseded data were derived.
 MK0602
 MK0602_MARKER: DB = BENCH MARK DISK
 MK0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0602_STAMPING: H 305 1950
 MK0602_MARK LOGO: CGS
 MK0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0602+STABILITY: SURFACE MOTION
 MK0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0602+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 MK0602
 MK0602  HISTORY     - Date     Condition        Report By
 MK0602  HISTORY     - 1950     MONUMENTED       CGS
 MK0602  HISTORY     - 20110809 GOOD             INDIV
 MK0602
 MK0602                          STATION DESCRIPTION
 MK0602
 MK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0602'2.2 MI SW FROM ARLINGTON.
 MK0602'0.45 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND NORTH
 MK0602'WESTERN RAILROAD STATION AT ARLINGTON, THENCE 1.1 MILES SOUTHWEST
 MK0602'ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG
 MK0602'A GRAVELED ROAD, THENCE 0.45 MILE EAST ALONG A GRAVELED ROAD,
 MK0602'AT A POINT WHERE THE ROAD TURNS SOUTH, 51 FEET NORTHEAST OF THE
 MK0602'CENTER LINE OF THE ROAD, 9 FEET EAST OF THE CENTER LINE OF A
 MK0602'PRIVATE DRIVEWAY LEADING NORTH, 9.7 FEET WEST OF A POWER POLE,
 MK0602'5.6 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1.7
 MK0602'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0602'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0602
 MK0602                          STATION RECOVERY (2011)
 MK0602
 MK0602'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JMB)
 MK0602'DESCRIPTION IS NOT ADEQUATE AS THE BRIDGE ON THE WINDING ROAD IS NOT
 MK0602'LONGER IN PLACE.  SEE NEW DESCRIPTION.
 MK0602'
 MK0602'FROM POST OFFICE IN ARLINGTON, NE
 MK0602'SOUTH OF THE POST OFFICE 0.7 MILES TO HWY 30
 MK0602'WEST ON HWY 30 1.9 MILES TO COUNTY ROAD 28
 MK0602'SOUTH ON COUNTY ROAD 28 TO 1.0 MILES EAST MILITARY AVE
 MK0602'EAST ON EAST MILITARY AVE 1.5 MILES TO WHERE THE ROAD TURNS SOUTH.
 MK0602'
 MK0602'WITNESS POST IS MISSING.
 MK0602'
 MK0602'PREVIOUS CALLS TO THE POINT APPEAR ACCURATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0203 ***********************************************************************
 ML0203  DESIGNATION -  H 306
 ML0203  PID         -  ML0203
 ML0203  STATE/COUNTY-  NE/HOWARD
 ML0203  COUNTRY     -  US
 ML0203  USGS QUAD   -  WOLBACH SW (2017)
 ML0203
 ML0203                         *CURRENT SURVEY CONTROL
 ML0203  ______________________________________________________________________
 ML0203* NAD 83(1986) POSITION- 41 17 03.58   (N) 098 24 05.76   (W)   HD_HELD1
 ML0203* NAVD 88 ORTHO HEIGHT -   547.193 (meters)     1795.25  (feet) ADJUSTED
 ML0203  ______________________________________________________________________
 ML0203  GEOID HEIGHT    -        -24.653 (meters)                     GEOID18
 ML0203  DYNAMIC HEIGHT  -        546.921 (meters)     1794.36  (feet) COMP
 ML0203  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 ML0203
 ML0203  VERT ORDER      -  SECOND    CLASS 0
 ML0203
 ML0203.The horizontal coordinates were determined by differentially corrected
 ML0203.hand held GPS observations or other comparable positioning techniques
 ML0203.and have an estimated accuracy of +/- 3 meters.
 ML0203
 ML0203.The orthometric height was determined by differential leveling and
 ML0203.adjusted by the NATIONAL GEODETIC SURVEY
 ML0203.in June 1991.
 ML0203
 ML0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0203.GEOID18 height accuracy estimate available here.
 ML0203
 ML0203.Click photographs - Photos may exist for this station.
 ML0203
 ML0203.The dynamic height is computed by dividing the NAVD 88
 ML0203.geopotential number by the normal gravity value computed on the
 ML0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0203.degrees latitude (g = 980.6199 gals.).
 ML0203
 ML0203.The modeled gravity was interpolated from observed gravity values.
 ML0203
 ML0203;                    North         East    Units  Estimated Accuracy
 ML0203;SPC NE       -   162,334.6     633,849.8     MT  (+/- 3 meters HH1 GPS) 
 ML0203
 ML0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5010970493(NAD 83)
 ML0203
 ML0203                          SUPERSEDED SURVEY CONTROL
 ML0203
 ML0203  NGVD 29 (??/??/92)  546.952  (m)         1794.46   (f) ADJ UNCH    2 0
 ML0203
 ML0203.Superseded values are not recommended for survey control.
 ML0203
 ML0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0203.See file dsdata.pdf to determine how the superseded data were derived.
 ML0203
 ML0203_MARKER: DB = BENCH MARK DISK
 ML0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0203_STAMPING: H 306 1950
 ML0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0203+STABILITY: SURFACE MOTION
 ML0203
 ML0203  HISTORY     - Date     Condition        Report By
 ML0203  HISTORY     - 1950     MONUMENTED       CGS
 ML0203
 ML0203                          STATION DESCRIPTION
 ML0203
 ML0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0203'2.5 MI SW FROM CUSHING.
 ML0203'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0203'AT CUSHING, 0.15 MILE NORTH OF A FARMHOUSE WHICH IS ON THE EAST
 ML0203'SIDE OF A NORTH AND SOUTH ROAD, 300 FEET SOUTH OF THE CENTER
 ML0203'LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF A
 ML0203'NORTH AND SOUTH ROAD, 28 FEET SOUTH OF BENCH MARK 10-49 (U.S.B.R.),
 ML0203'17 FEET SOUTH OF THE CENTER OF A GATE, 5 FEET SOUTH OF A
 ML0203'TELEPHONE POLE, 1.5 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 ML0203'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0203'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1213 ***********************************************************************
 ML1213  DESIGNATION -  H 307 RESET
 ML1213  PID         -  ML1213
 ML1213  STATE/COUNTY-  NE/NANCE
 ML1213  COUNTRY     -  US
 ML1213  USGS QUAD   -  BELGRADE SE (2017)
 ML1213
 ML1213                         *CURRENT SURVEY CONTROL
 ML1213  ______________________________________________________________________
 ML1213* NAD 83(1986) POSITION- 41 19 20.     (N) 098 06 59.     (W)   SCALED
 ML1213* NAVD 88 ORTHO HEIGHT -   525.36  (meters)     1723.6   (feet) RESET
 ML1213  ______________________________________________________________________
 ML1213  GEOID HEIGHT    -        -24.793 (meters)                     GEOID18
 ML1213  VERT ORDER      -  THIRD
 ML1213
 ML1213.The horizontal coordinates were scaled from a map and have
 ML1213.an estimated accuracy of +/- 6 seconds.
 ML1213
 ML1213.The orthometric height was computed from unverified reset data.
 ML1213
 ML1213.No vertical observational check was made to the station.
 ML1213
 ML1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1213.GEOID18 height accuracy estimate available here.
 ML1213
 ML1213.Click photographs - Photos may exist for this station.
 ML1213
 ML1213;                    North         East    Units  Estimated Accuracy
 ML1213;SPC NE       -   167,020.      657,640.      MT  (+/- 180 meters Scaled)
 ML1213
 ML1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL739749(NAD 83)
 ML1213
 ML1213                          SUPERSEDED SURVEY CONTROL
 ML1213
 ML1213  NGVD 29 (01/31/13)  525.14   (m)         1722.9    (f) RESET       3  
 ML1213
 ML1213.Superseded values are not recommended for survey control.
 ML1213
 ML1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1213.See file dsdata.pdf to determine how the superseded data were derived.
 ML1213
 ML1213_MARKER: DV = VERTICAL CONTROL DISK
 ML1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1213_STAMPING: H 307 RESET 1983
 ML1213_MARK LOGO: NGS
 ML1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1213+STABILITY: SURFACE MOTION
 ML1213
 ML1213  HISTORY     - Date     Condition        Report By
 ML1213  HISTORY     - 1983     MONUMENTED       NGS
 ML1213
 ML1213                          STATION DESCRIPTION
 ML1213
 ML1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ML1213'0.72 KM (0.45 MI) WEST ALONG FIFTH STREET, FROM THE FULLERTON POST
 ML1213'OFFICE, THENCE 0.24 KM (0.15 MI) LEFT AND SOUTH ALONG JOHNSON STREET,
 ML1213'THENCE 0.72 KM (0.45 MI) RIGHT AND WEST ALONG SEVENTH STREET, THENCE
 ML1213'14.32 KM (8.90 MI) LEFT AND SOUTHWESTERLY ALONG A GRAVELED ROAD TO A
 ML1213'ROAD LEFT AND THE MARK ON THE LEFT, 82.0 M (269.0 FT) SOUTH FROM THE
 ML1213'CENTERLINE OF THE EAST/WEST ROAD, 29.3 M (96.1 FT) SOUTH OF BENCH
 ML1213'MARK 10-68 BOR, 9.1 M (29.9 FT) EAST FROM THE CENTERLINE OF THE
 ML1213'NORTH-SOUTH ROAD, 1.77 M (5.81 FT) NORTH FROM A POWERLINE POLE, 0.9 M
 ML1213'(3.0 FT) WEST FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1579 ***********************************************************************
 MK1579  DESIGNATION -  H 308
 MK1579  PID         -  MK1579
 MK1579  STATE/COUNTY-  NE/NANCE
 MK1579  COUNTRY     -  US
 MK1579  USGS QUAD   -  FULLERTON NE (2017)
 MK1579
 MK1579                         *CURRENT SURVEY CONTROL
 MK1579  ______________________________________________________________________
 MK1579* NAD 83(1986) POSITION- 41 24 34.     (N) 097 47 58.     (W)   SCALED
 MK1579* NAVD 88 ORTHO HEIGHT -   481.020 (meters)     1578.15  (feet) ADJUSTED
 MK1579  ______________________________________________________________________
 MK1579  GEOID HEIGHT    -        -25.060 (meters)                     GEOID18
 MK1579  DYNAMIC HEIGHT  -        480.796 (meters)     1577.41  (feet) COMP
 MK1579  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 MK1579
 MK1579  VERT ORDER      -  SECOND    CLASS 0
 MK1579
 MK1579.The horizontal coordinates were scaled from a map and have
 MK1579.an estimated accuracy of +/- 6 seconds.
 MK1579
 MK1579.The orthometric height was determined by differential leveling and
 MK1579.adjusted by the NATIONAL GEODETIC SURVEY
 MK1579.in June 1991.
 MK1579
 MK1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1579.GEOID18 height accuracy estimate available here.
 MK1579
 MK1579.Click photographs - Photos may exist for this station.
 MK1579
 MK1579.The dynamic height is computed by dividing the NAVD 88
 MK1579.geopotential number by the normal gravity value computed on the
 MK1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1579.degrees latitude (g = 980.6199 gals.).
 MK1579
 MK1579.The modeled gravity was interpolated from observed gravity values.
 MK1579
 MK1579;                    North         East    Units  Estimated Accuracy
 MK1579;SPC NE       -   177,330.      683,910.      MT  (+/- 180 meters Scaled)
 MK1579
 MK1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL003849(NAD 83)
 MK1579
 MK1579                          SUPERSEDED SURVEY CONTROL
 MK1579
 MK1579  NGVD 29 (??/??/92)  480.808  (m)         1577.45   (f) ADJ UNCH    2 0
 MK1579
 MK1579.Superseded values are not recommended for survey control.
 MK1579
 MK1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1579.See file dsdata.pdf to determine how the superseded data were derived.
 MK1579
 MK1579_MARKER: DB = BENCH MARK DISK
 MK1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1579_STAMPING: H 308 1950
 MK1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1579+STABILITY: SURFACE MOTION
 MK1579
 MK1579  HISTORY     - Date     Condition        Report By
 MK1579  HISTORY     - 1950     MONUMENTED       CGS
 MK1579
 MK1579                          STATION DESCRIPTION
 MK1579
 MK1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1579'4.9 MI SW FROM GENOA.
 MK1579'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1579'AT GENOA, AT A T ROAD JUNCTION, 134 FEET SOUTHEAST OF THE
 MK1579'CENTER LINE OF THE HIGHWAY, 50.5 FEET SOUTHEAST OF THE SOUTHEAST
 MK1579'RAIL OF THE UNION PACIFIC RAILROAD, 62 FEET SOUTHWEST OF THE
 MK1579'CENTER LINE OF A GRAVELED ROAD LEADING SOUTHEAST TO A BUREAU OF
 MK1579'RECLAMATION POWER DAM, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2
 MK1579'FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 MK1579'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1579'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1727 ***********************************************************************
 MK1727  DESIGNATION -  H 309
 MK1727  PID         -  MK1727
 MK1727  STATE/COUNTY-  NE/NANCE
 MK1727  COUNTRY     -  US
 MK1727  USGS QUAD   -  SAINT EDWARD (2017)
 MK1727
 MK1727                         *CURRENT SURVEY CONTROL
 MK1727  ______________________________________________________________________
 MK1727* NAD 83(1986) POSITION- 41 30 37.     (N) 097 47 31.     (W)   SCALED
 MK1727* NAVD 88 ORTHO HEIGHT -   496.576 (meters)     1629.18  (feet) ADJUSTED
 MK1727  ______________________________________________________________________
 MK1727  GEOID HEIGHT    -        -24.877 (meters)                     GEOID18
 MK1727  DYNAMIC HEIGHT  -        496.350 (meters)     1628.44  (feet) COMP
 MK1727  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 MK1727
 MK1727  VERT ORDER      -  SECOND    CLASS 0
 MK1727
 MK1727.The horizontal coordinates were scaled from a map and have
 MK1727.an estimated accuracy of +/- 6 seconds.
 MK1727
 MK1727.The orthometric height was determined by differential leveling and
 MK1727.adjusted by the NATIONAL GEODETIC SURVEY
 MK1727.in June 1991.
 MK1727
 MK1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1727.GEOID18 height accuracy estimate available here.
 MK1727
 MK1727.Click photographs - Photos may exist for this station.
 MK1727
 MK1727.The dynamic height is computed by dividing the NAVD 88
 MK1727.geopotential number by the normal gravity value computed on the
 MK1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1727.degrees latitude (g = 980.6199 gals.).
 MK1727
 MK1727.The modeled gravity was interpolated from observed gravity values.
 MK1727
 MK1727;                    North         East    Units  Estimated Accuracy
 MK1727;SPC NE       -   188,540.      684,250.      MT  (+/- 180 meters Scaled)
 MK1727
 MK1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL008961(NAD 83)
 MK1727
 MK1727                          SUPERSEDED SURVEY CONTROL
 MK1727
 MK1727  NGVD 29 (??/??/92)  496.366  (m)         1628.49   (f) ADJ UNCH    2 0
 MK1727
 MK1727.Superseded values are not recommended for survey control.
 MK1727
 MK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1727.See file dsdata.pdf to determine how the superseded data were derived.
 MK1727
 MK1727_MARKER: DB = BENCH MARK DISK
 MK1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1727_STAMPING: H 309 1950
 MK1727_MARK LOGO: CGS
 MK1727_PROJECTION: PROJECTING 15 CENTIMETERS
 MK1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1727+STABILITY: SURFACE MOTION
 MK1727
 MK1727  HISTORY     - Date     Condition        Report By
 MK1727  HISTORY     - 1950     MONUMENTED       CGS
 MK1727  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 MK1727  HISTORY     - 20091201 MARK NOT FOUND   NEDR
 MK1727
 MK1727                          STATION DESCRIPTION
 MK1727
 MK1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1727'5.7 MI NW FROM GENOA.
 MK1727'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1727'GENOA, THENCE 5.1 MILES NORTHWEST ALONG STATE HIGHWAY 39,
 MK1727'IN LINE WITH AN EAST AND WEST ROW OF POWER POLES, 187 FEET
 MK1727'WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF THE
 MK1727'CENTER LINE OF AN EAST AND WEST DIRT ROAD, ON THE NORTH SIDE
 MK1727'OF A WINDBREAK, 5 FEET EAST OF THE FIRST POWER POLE WEST OF THE
 MK1727'HIGHWAY, 2.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 MK1727'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1727'THIS MARK IS 1.25 MILES SOUTHEAST OF BENCH MARK 140 (NEBR. GEOD.
 MK1727'S.).
 MK1727
 MK1727                          STATION RECOVERY (2009)
 MK1727
 MK1727'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1727'MARK NOT FOUND.
 MK1727
 MK1727                          STATION RECOVERY (2009)
 MK1727
 MK1727'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1727'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0235 ***********************************************************************
 MM0235  DESIGNATION -  H 31
 MM0235  PID         -  MM0235
 MM0235  STATE/COUNTY-  NE/KEITH
 MM0235  COUNTRY     -  US
 MM0235  USGS QUAD   -  MARTIN (2017)
 MM0235
 MM0235                         *CURRENT SURVEY CONTROL
 MM0235  ______________________________________________________________________
 MM0235* NAD 83(1986) POSITION- 41 20 25.     (N) 101 43 24.     (W)   SCALED
 MM0235* NAVD 88 ORTHO HEIGHT -  1062.049 (meters)     3484.41  (feet) ADJUSTED
 MM0235  ______________________________________________________________________
 MM0235  GEOID HEIGHT    -        -20.609 (meters)                     GEOID18
 MM0235  DYNAMIC HEIGHT  -       1061.404 (meters)     3482.29  (feet) COMP
 MM0235  MODELED GRAVITY -    979,979.6   (mgal)                       NAVD 88
 MM0235
 MM0235  VERT ORDER      -  SECOND    CLASS 0
 MM0235
 MM0235.The horizontal coordinates were scaled from a map and have
 MM0235.an estimated accuracy of +/- 6 seconds.
 MM0235
 MM0235.The orthometric height was determined by differential leveling and
 MM0235.adjusted by the NATIONAL GEODETIC SURVEY
 MM0235.in June 1991.
 MM0235
 MM0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0235.GEOID18 height accuracy estimate available here.
 MM0235
 MM0235.Click photographs - Photos may exist for this station.
 MM0235
 MM0235.The dynamic height is computed by dividing the NAVD 88
 MM0235.geopotential number by the normal gravity value computed on the
 MM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0235.degrees latitude (g = 980.6199 gals.).
 MM0235
 MM0235.The modeled gravity was interpolated from observed gravity values.
 MM0235
 MM0235;                    North         East    Units  Estimated Accuracy
 MM0235;SPC NE       -   168,750.      355,810.      MT  (+/- 180 meters Scaled)
 MM0235
 MM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL721801(NAD 83)
 MM0235
 MM0235                          SUPERSEDED SURVEY CONTROL
 MM0235
 MM0235  NGVD 29 (??/??/92) 1061.601  (m)         3482.94   (f) ADJ UNCH    2 0
 MM0235
 MM0235.Superseded values are not recommended for survey control.
 MM0235
 MM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0235.See file dsdata.pdf to determine how the superseded data were derived.
 MM0235
 MM0235_MARKER: DB = BENCH MARK DISK
 MM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0235_STAMPING: H 31 1934
 MM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0235+STABILITY: SURFACE MOTION
 MM0235
 MM0235  HISTORY     - Date     Condition        Report By
 MM0235  HISTORY     - 1934     MONUMENTED       CGS
 MM0235  HISTORY     - 1941     GOOD             LOCENG
 MM0235  HISTORY     - 19980710 GOOD             USPSQD
 MM0235
 MM0235                          STATION DESCRIPTION
 MM0235
 MM0235'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 MM0235'14.6 MI N FROM OGALLALA.
 MM0235'14.6 MILES NORTH ALONG STATE HIGHWAY 61 FROM OGALLALA, KEITH
 MM0235'COUNTY, 41 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 MM0235'4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0235'STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0235'NOTE-- HIGHWAY 61 HAS BEEN RELOCATED SO AS TO PASS AROUND KINGSLEY
 MM0235'DAM.  THE MARK IS NOW ABOUT 6 MILES FARTHER FROM OGALLALA THAN
 MM0235'BY THE OLD ROAD.
 MM0235
 MM0235                          STATION RECOVERY (1998)
 MM0235
 MM0235'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DH6641 ***********************************************************************
 DH6641  DESIGNATION -  H 31
 DH6641  PID         -  DH6641
 DH6641  STATE/COUNTY-  NE/THOMAS
 DH6641  COUNTRY     -  US
 DH6641  USGS QUAD   -  HALSEY (2017)
 DH6641
 DH6641                         *CURRENT SURVEY CONTROL
 DH6641  ______________________________________________________________________
 DH6641* NAD 83(2011) POSITION- 41 55 00.69011(N) 100 16 19.23277(W)   ADJUSTED
 DH6641* NAD 83(2011) ELLIP HT-   823.545 (meters)        (06/27/12)   ADJUSTED
 DH6641* NAD 83(2011) EPOCH   -  2010.00
 DH6641* NAVD 88 ORTHO HEIGHT -   845.50  (meters)     2773.9   (feet) LEVELING
 DH6641  ______________________________________________________________________
 DH6641  GEOID HEIGHT    -        -21.981 (meters)                     GEOID18
 DH6641  NAD 83(2011) X  -   -847,702.417 (meters)                     COMP
 DH6641  NAD 83(2011) Y  - -4,677,593.658 (meters)                     COMP
 DH6641  NAD 83(2011) Z  -  4,239,286.771 (meters)                     COMP
 DH6641  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 DH6641  VERT ORDER      -  THIRD ?
 DH6641
 DH6641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6641  Standards:
 DH6641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6641  -------------------------------------------------------------------
 DH6641  NETWORK    0.60   1.86           0.28   0.20   0.95      0.07356827
 DH6641  -------------------------------------------------------------------
 DH6641  Click here for local accuracies and other accuracy information.
 DH6641
 DH6641.The horizontal coordinates were established by GPS observations
 DH6641.and adjusted by the National Geodetic Survey in June 2012.
 DH6641
 DH6641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6641.been affixed to the stable North American tectonic plate. See 
 DH6641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6641
 DH6641.The horizontal coordinates are valid at the epoch date displayed above
 DH6641.which is a decimal equivalence of Year/Month/Day.
 DH6641
 DH6641.The orthometric height was determined by differential leveling.
 DH6641.The vertical network tie was performed by a horz. field party for horz.
 DH6641.obs reductions. Reset procedures were used to establish the elevation.
 DH6641
 DH6641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6641.GEOID18 height accuracy estimate available here.
 DH6641
 DH6641.Click photographs - Photos may exist for this station.
 DH6641
 DH6641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6641
 DH6641.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6641
 DH6641.The ellipsoidal height was determined by GPS observations
 DH6641.and is referenced to NAD 83.
 DH6641
 DH6641. The following values were computed from the NAD 83(2011) position.
 DH6641
 DH6641;                    North         East     Units Scale Factor Converg.
 DH6641;SPC NE       -   231,361.593   477,441.688   MT  0.99968427   -0 10 48.9
 DH6641;SPC NE       -   759,058.83  1,566,406.60   sFT  0.99968427   -0 10 48.9
 DH6641;UTM  14      - 4,641,327.459   394,517.265   MT  0.99973691   -0 50 59.4
 DH6641
 DH6641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6641!SPC NE       -   0.99987085  x   0.99968427  =   0.99955516
 DH6641!UTM  14      -   0.99987085  x   0.99973691  =   0.99960779
 DH6641
 DH6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9451741327(NAD 83)
 DH6641
 DH6641                          SUPERSEDED SURVEY CONTROL
 DH6641
 DH6641  NAD 83(2007)-  41 55 00.68997(N)    100 16 19.23377(W) AD(2002.00) 0
 DH6641  ELLIP H (02/10/07)  823.572  (m)                       GP(2002.00)    
 DH6641  NAD 83(1995)-  41 55 00.68967(N)    100 16 19.23344(W) AD(       ) B
 DH6641  ELLIP H (06/30/05)  823.545  (m)                       GP(       ) 4 1
 DH6641
 DH6641.Superseded values are not recommended for survey control.
 DH6641
 DH6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6641.See file dsdata.pdf to determine how the superseded data were derived.
 DH6641
 DH6641_MARKER: DB = BENCH MARK DISK
 DH6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6641_STAMPING: H 31 1946
 DH6641_MARK LOGO: USGS
 DH6641_PROJECTION: PROJECTING 10 CENTIMETERS
 DH6641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6641+STABILITY: SURFACE MOTION
 DH6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6641+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2021
 DH6641
 DH6641  HISTORY     - Date     Condition        Report By
 DH6641  HISTORY     - 1946     MONUMENTED       USGS
 DH6641  HISTORY     - 20030825 GOOD             NEDR
 DH6641  HISTORY     - 20060715 GOOD             JCLS
 DH6641  HISTORY     - 20121130 GOOD             GCT
 DH6641  HISTORY     - 20150210 GOOD             JEOCON
 DH6641  HISTORY     - 20160328 GOOD             NEGS
 DH6641  HISTORY     - 20160414 GOOD             NEGS
 DH6641  HISTORY     - 20170125 GOOD             COMPDA
 DH6641  HISTORY     - 20210928 GOOD             NEGS
 DH6641
 DH6641                          STATION DESCRIPTION
 DH6641
 DH6641'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (KSM)
 DH6641'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS (KSM) THE STATION IS
 DH6641'LOCATED ABOUT 1 MI (1.61 KM) NORTH-NORTHWEST OF HALSEY, 10 MI (16.09
 DH6641'KM)  SOUTH OF PURDUM AND 9 MI (14.48 KM) SOUTHEAST OF NATICK. TO REACH
 DH6641'FROM THE INTERSECTION  OF N-2 AND MAIN STREET IN HALSEY, NEBRASKA, GO
 DH6641'NORTH ON THE ASPHALT COUNTY ROAD  APPROXIMATELY 1.04 MI (1.67 KM) TO
 DH6641'THE STATION ON THE LEFT, NEAR THE TOP OF A SMALL CUT. A  STANDARD USGS
 DH6641'BENCHMARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST.PROJECTING 10
 DH6641'CM (4 INCH) ABOVE THE GROUND.
 DH6641
 DH6641                          STATION RECOVERY (2006)
 DH6641
 DH6641'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 DH6641'RECOVERED IN GOOD CONDITION.
 DH6641
 DH6641                          STATION RECOVERY (2012)
 DH6641
 DH6641'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 DH6641'OPUS SOLUTION AVAILABLE.
 DH6641
 DH6641                          STATION RECOVERY (2015)
 DH6641
 DH6641'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 DH6641'RECOVERED IN GOOD CONDITION.
 DH6641
 DH6641                          STATION RECOVERY (2016)
 DH6641
 DH6641'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 DH6641'RECOVERED IN GOOD CONDITION
 DH6641
 DH6641                          STATION RECOVERY (2016)
 DH6641
 DH6641'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 DH6641'FOUND GOOD
 DH6641
 DH6641                          STATION RECOVERY (2017)
 DH6641
 DH6641'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 DH6641'RECOVERED IN GOOD CONDITION.
 DH6641
 DH6641                          STATION RECOVERY (2021)
 DH6641
 DH6641'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 DH6641'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND MAIN STREET (PURDUM
 DH6641'ROAD) IN HALSEY, NE., GO NORTH AND NORTHWEST ON PURDUM ROAD FOR
 DH6641'APPROXIMATELY 1.04 MI (1.67 KM) TO THE STATION ON THE LEFT (WEST) NEAR
 DH6641'THE TOP OF A SMALL CUT.  THE MARK IS 1.5 FT (0.5 M) SOUTHWEST OF THE
 DH6641'FENCE LINE, 2.0 FT (0.6 M) SOUTHWEST OF A ORANGE FIBERGLASS WITNESS
 DH6641'POST, 14.0 FT (4.3 M) SOUTHEAST OF A NAIL TOP OF A FENCE POST AND 30.4
 DH6641'FT (9.3 M) NORTHWEST OF A NAIL TOP OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0124 ***********************************************************************
 ML0124  CBN         -  This is a Cooperative Base Network Control Station.
 ML0124  DESIGNATION -  H 310
 ML0124  PID         -  ML0124
 ML0124  STATE/COUNTY-  NE/WHEELER
 ML0124  COUNTRY     -  US
 ML0124  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0124
 ML0124                         *CURRENT SURVEY CONTROL
 ML0124  ______________________________________________________________________
 ML0124* NAD 83(2011) POSITION- 41 45 57.77684(N) 098 28 11.73834(W)   ADJUSTED
 ML0124* NAD 83(2011) ELLIP HT-   611.123 (meters)        (06/27/12)   ADJUSTED
 ML0124* NAD 83(2011) EPOCH   -  2010.00
 ML0124* NAVD 88 ORTHO HEIGHT -   635.499 (meters)     2084.97  (feet) ADJUSTED
 ML0124  ______________________________________________________________________
 ML0124  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 ML0124  NAD 83(2011) X  -   -701,809.177 (meters)                     COMP
 ML0124  NAD 83(2011) Y  - -4,712,834.542 (meters)                     COMP
 ML0124  NAD 83(2011) Z  -  4,226,664.717 (meters)                     COMP
 ML0124  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 ML0124  DYNAMIC HEIGHT  -        635.202 (meters)     2083.99  (feet) COMP
 ML0124  MODELED GRAVITY -    980,134.5   (mgal)                       NAVD 88
 ML0124
 ML0124  VERT ORDER      -  SECOND    CLASS 0
 ML0124
 ML0124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0124  Standards:
 ML0124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0124  -------------------------------------------------------------------
 ML0124  NETWORK    0.57   1.61           0.27   0.18   0.82      0.01941148
 ML0124  -------------------------------------------------------------------
 ML0124  Click here for local accuracies and other accuracy information.
 ML0124
 ML0124.The horizontal coordinates were established by GPS observations
 ML0124.and adjusted by the National Geodetic Survey in June 2012.
 ML0124
 ML0124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0124.been affixed to the stable North American tectonic plate. See 
 ML0124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0124
 ML0124.The horizontal coordinates are valid at the epoch date displayed above
 ML0124.which is a decimal equivalence of Year/Month/Day.
 ML0124
 ML0124.The orthometric height was determined by differential leveling and
 ML0124.adjusted by the NATIONAL GEODETIC SURVEY
 ML0124.in June 1991.
 ML0124
 ML0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0124.GEOID18 height accuracy estimate available here.
 ML0124
 ML0124.Click photographs - Photos may exist for this station.
 ML0124
 ML0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0124
 ML0124.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0124
 ML0124.The ellipsoidal height was determined by GPS observations
 ML0124.and is referenced to NAD 83.
 ML0124
 ML0124.The dynamic height is computed by dividing the NAVD 88
 ML0124.geopotential number by the normal gravity value computed on the
 ML0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0124.degrees latitude (g = 980.6199 gals.).
 ML0124
 ML0124.The modeled gravity was interpolated from observed gravity values.
 ML0124
 ML0124. The following values were computed from the NAD 83(2011) position.
 ML0124
 ML0124;                    North         East     Units Scale Factor Converg.
 ML0124;SPC NE       -   215,706.535   627,182.194   MT  0.99966888   +1 00 50.3
 ML0124;SPC NE       -   707,697.19  2,057,680.25   sFT  0.99966888   +1 00 50.3
 ML0124;UTM  14      - 4,623,937.216   544,059.862   MT  0.99962389   +0 21 11.1
 ML0124
 ML0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0124!SPC NE       -   0.99990416  x   0.99966888  =   0.99957307
 ML0124!UTM  14      -   0.99990416  x   0.99962389  =   0.99952808
 ML0124
 ML0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4405923937(NAD 83)
 ML0124
 ML0124                          SUPERSEDED SURVEY CONTROL
 ML0124
 ML0124  NAD 83(2007)-  41 45 57.77679(N)    098 28 11.73904(W) AD(2002.00) 0
 ML0124  ELLIP H (02/10/07)  611.144  (m)                       GP(2002.00)    
 ML0124  ELLIP H (07/10/01)  611.074  (m)                       GP(       ) 4 1
 ML0124  NAD 83(1995)-  41 45 57.77663(N)    098 28 11.73865(W) AD(       ) B
 ML0124  ELLIP H (06/25/96)  611.177  (m)                       GP(       ) 1 1
 ML0124  NAVD 88 (07/10/01)  635.3    (m)  GEOID99  model used  GPS OBS        
 ML0124  NAVD 88 (06/25/96)  635.6    (m)  GEOID93  model used  GPS OBS        
 ML0124  NGVD 29 (??/??/92)  635.259  (m)         2084.18   (f) ADJ UNCH    2 0
 ML0124
 ML0124.Superseded values are not recommended for survey control.
 ML0124
 ML0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0124.See file dsdata.pdf to determine how the superseded data were derived.
 ML0124
 ML0124_MARKER: DB = BENCH MARK DISK
 ML0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0124_STAMPING: H 310 1950
 ML0124_MARK LOGO: CGS
 ML0124_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0124+STABILITY: SURFACE MOTION
 ML0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0124+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2008
 ML0124
 ML0124  HISTORY     - Date     Condition        Report By
 ML0124  HISTORY     - 1950     MONUMENTED       CGS
 ML0124  HISTORY     - 19950607 GOOD             NGS
 ML0124  HISTORY     - 20000605 GOOD             NEDR
 ML0124  HISTORY     - 20081108 GOOD             INDIV
 ML0124  HISTORY     - 20100819 GOOD             JEOCON
 ML0124
 ML0124                          STATION DESCRIPTION
 ML0124
 ML0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0124'10.1 MI NW FROM SPALDING.
 ML0124'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 ML0124'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE NORTH
 ML0124'ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG A
 ML0124'SAND ROAD, THENCE 1.8 MILES NORTH ALONG A SAND ROAD, AT A Y
 ML0124'ROAD JUNCTION, ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD, 42
 ML0124'FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 ML0124'NORTHWEST, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 ML0124'EAST, 33 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD
 ML0124'LEADING SOUTH, 73 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 ML0124'WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 ML0124'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0124'GROUND.
 ML0124
 ML0124                          STATION RECOVERY (1995)
 ML0124
 ML0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0124'THE MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH-SOUTHEAST OF BARTLETT,
 ML0124'7 MI (11.3 KM) NORTHWEST OF SPALDING, 4 MI (6.4 KM) EAST OF U.S.
 ML0124'HIGHWAY 281, 2 MI (3.2 KM) NORTH OF THE GREELEY-WHEELER COUNTY LINE,
 ML0124'ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD AND IN THE NW1/4, SEC27,
 ML0124'T21N, R10W.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 281
 ML0124'AND STATE HIGHWAYS 70 AND 91, 7 MI (11.3 KM) SOUTH OF BARTLETT, GO
 ML0124'SOUTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY 91 FOR 2.0 MI (3.2 KM) TO
 ML0124'A SIDE ROAD ON THE LEFT LEADING TO PIBEL LAKE.  TURN LEFT AND GO EAST
 ML0124'ON A PAVED ROAD FOR 1.0 MI (1.6 KM) TO THE END OF ASPHALT AT THE EAST
 ML0124'SIDE OF PIBEL LAKE.  CONTINUE EAST ON A GRAVELED ROAD FOR 3.0 MI (4.8
 ML0124'KM) TO A T-ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.8 MI
 ML0124'(1.3 KM) TO A CURVE TO THE RIGHT, AND EAST, AND A GRADED ROAD
 ML0124'CONTINUING NORTH, AND THE MARK ON THE RIGHT IN THE NORTHEAST ANGLE OF
 ML0124'THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 ML0124'MONUMENT THAT PROJECTS ABOUT 1 FT (0.3 M) ABOVE THE GROUND SURFACE. IT
 ML0124'IS 44.5 FT (13.6 M) NORTH OF THE EXTENDED CENTERLINE OF THE ROAD
 ML0124'LEADING EAST, 28.5 FT (8.7 M) EAST OF THE CENTERLINE OF THE
 ML0124'NORTH-SOUTH ROAD, 5.8 FT (1.8 M) NORTH OF A FENCE CORNER, 2.7 FT (0.8
 ML0124'M) SOUTH OF A WITNESS POST, 1.5 FT (0.5 M) WEST OF THE EAST
 ML0124'RIGHT-OF-WAY FENCE AND ABOUT 2 FT (0.6 M) HIGHER THAN THE NORTH-SOUTH
 ML0124'ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 ML0124
 ML0124                          STATION RECOVERY (2000)
 ML0124
 ML0124'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML0124'RECOVERED AS DESCRIBED.
 ML0124
 ML0124                          STATION RECOVERY (2008)
 ML0124
 ML0124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 ML0124'MARK WAS FOUND AS PREVIOUSLY DESCRIBED.
 ML0124
 ML0124                          STATION RECOVERY (2010)
 ML0124
 ML0124'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1699 ***********************************************************************
 MK1699  DESIGNATION -  H 311
 MK1699  PID         -  MK1699
 MK1699  STATE/COUNTY-  NE/BOONE
 MK1699  COUNTRY     -  US
 MK1699  USGS QUAD   -  CLOSTER SE (2017)
 MK1699
 MK1699                         *CURRENT SURVEY CONTROL
 MK1699  ______________________________________________________________________
 MK1699* NAD 83(1986) POSITION- 41 49 44.     (N) 097 49 57.     (W)   SCALED
 MK1699* NAVD 88 ORTHO HEIGHT -   567.988 (meters)     1863.47  (feet) ADJUSTED
 MK1699  ______________________________________________________________________
 MK1699  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 MK1699  DYNAMIC HEIGHT  -        567.753 (meters)     1862.70  (feet) COMP
 MK1699  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 MK1699
 MK1699  VERT ORDER      -  SECOND    CLASS 0
 MK1699
 MK1699.The horizontal coordinates were scaled from a map and have
 MK1699.an estimated accuracy of +/- 6 seconds.
 MK1699
 MK1699.The orthometric height was determined by differential leveling and
 MK1699.adjusted by the NATIONAL GEODETIC SURVEY
 MK1699.in June 1991.
 MK1699
 MK1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1699.GEOID18 height accuracy estimate available here.
 MK1699
 MK1699.Click photographs - Photos may exist for this station.
 MK1699
 MK1699.The dynamic height is computed by dividing the NAVD 88
 MK1699.geopotential number by the normal gravity value computed on the
 MK1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1699.degrees latitude (g = 980.6199 gals.).
 MK1699
 MK1699.The modeled gravity was interpolated from observed gravity values.
 MK1699
 MK1699;                    North         East    Units  Estimated Accuracy
 MK1699;SPC NE       -   223,820.      679,980.      MT  (+/- 180 meters Scaled)
 MK1699
 MK1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969314(NAD 83)
 MK1699
 MK1699                          SUPERSEDED SURVEY CONTROL
 MK1699
 MK1699  NGVD 29 (??/??/92)  567.780  (m)         1862.79   (f) ADJ UNCH    2 0
 MK1699
 MK1699.Superseded values are not recommended for survey control.
 MK1699
 MK1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1699.See file dsdata.pdf to determine how the superseded data were derived.
 MK1699
 MK1699_MARKER: DB = BENCH MARK DISK
 MK1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1699_STAMPING: H 311 1950
 MK1699_MARK LOGO: CGS
 MK1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1699+STABILITY: SURFACE MOTION
 MK1699
 MK1699  HISTORY     - Date     Condition        Report By
 MK1699  HISTORY     - 1950     MONUMENTED       CGS
 MK1699  HISTORY     - 1989     GOOD             LOCSUR
 MK1699
 MK1699                          STATION DESCRIPTION
 MK1699
 MK1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1699'8.5 MI NW FROM NEWMAN GROVE.
 MK1699'3.0 MILES WEST ALONG THE STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1699'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 5.5 MILES NORTH ALONG A
 MK1699'GRAVELED ROAD, AT A ROAD INTERSECTION, 67 FEET WEST OF THE CENTER
 MK1699'LINE OF A NORTH AND SOUTH ROAD, 29 FEET SOUTH OF THE CENTER LINE
 MK1699'OF AN EAST AND WEST ROAD, 12 FEET EAST OF A TELEPHONE POLE, 0.9
 MK1699'FOOT SOUTH OF A FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST, SET
 MK1699'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1699'GROUND.
 MK1699
 MK1699                          STATION RECOVERY (1989)
 MK1699
 MK1699'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1690 ***********************************************************************
 MK1690  DESIGNATION -  H 312
 MK1690  PID         -  MK1690
 MK1690  STATE/COUNTY-  NE/BOONE
 MK1690  COUNTRY     -  US
 MK1690  USGS QUAD   -  CLOSTER SW (2017)
 MK1690
 MK1690                         *CURRENT SURVEY CONTROL
 MK1690  ______________________________________________________________________
 MK1690* NAD 83(1986) POSITION- 41 50 10.     (N) 097 59 14.     (W)   SCALED
 MK1690* NAVD 88 ORTHO HEIGHT -   598.594 (meters)     1963.89  (feet) ADJUSTED
 MK1690  ______________________________________________________________________
 MK1690  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 MK1690  DYNAMIC HEIGHT  -        598.333 (meters)     1963.03  (feet) COMP
 MK1690  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 MK1690
 MK1690  VERT ORDER      -  SECOND    CLASS 0
 MK1690
 MK1690.The horizontal coordinates were scaled from a map and have
 MK1690.an estimated accuracy of +/- 6 seconds.
 MK1690
 MK1690.The orthometric height was determined by differential leveling and
 MK1690.adjusted by the NATIONAL GEODETIC SURVEY
 MK1690.in June 1991.
 MK1690
 MK1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1690.GEOID18 height accuracy estimate available here.
 MK1690
 MK1690.Click photographs - Photos may exist for this station.
 MK1690
 MK1690.The dynamic height is computed by dividing the NAVD 88
 MK1690.geopotential number by the normal gravity value computed on the
 MK1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1690.degrees latitude (g = 980.6199 gals.).
 MK1690
 MK1690.The modeled gravity was interpolated from observed gravity values.
 MK1690
 MK1690;                    North         East    Units  Estimated Accuracy
 MK1690;SPC NE       -   224,310.      667,120.      MT  (+/- 180 meters Scaled)
 MK1690
 MK1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM840320(NAD 83)
 MK1690
 MK1690                          SUPERSEDED SURVEY CONTROL
 MK1690
 MK1690  NGVD 29 (??/??/92)  598.370  (m)         1963.15   (f) ADJ UNCH    2 0
 MK1690
 MK1690.Superseded values are not recommended for survey control.
 MK1690
 MK1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1690.See file dsdata.pdf to determine how the superseded data were derived.
 MK1690
 MK1690_MARKER: DB = BENCH MARK DISK
 MK1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1690_STAMPING: H 312 1950
 MK1690_MARK LOGO: CGS
 MK1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1690+STABILITY: SURFACE MOTION
 MK1690
 MK1690  HISTORY     - Date     Condition        Report By
 MK1690  HISTORY     - 1950     MONUMENTED       CGS
 MK1690  HISTORY     - 1989     GOOD             LOCSUR
 MK1690
 MK1690                          STATION DESCRIPTION
 MK1690
 MK1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1690'6.2 MI E FROM PETERSBURG.
 MK1690'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1690'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1690'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 60 FEET EAST OF THE CENTER
 MK1690'LINE OF THE ROAD, 15 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 MK1690'SCHOOLHOUSE, 8 FEET WEST OF THE CENTER OR MAIN ENTRANCE, 0.7 FOOT
 MK1690'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP, AND SET IN
 MK1690'TOP OF A CONCRETE POST.
 MK1690
 MK1690                          STATION RECOVERY (1989)
 MK1690
 MK1690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1323 ***********************************************************************
 NM1323  DESIGNATION -  H 313
 NM1323  PID         -  NM1323
 NM1323  STATE/COUNTY-  NE/ANTELOPE
 NM1323  COUNTRY     -  US
 NM1323  USGS QUAD   -  OAKDALE (2017)
 NM1323
 NM1323                         *CURRENT SURVEY CONTROL
 NM1323  ______________________________________________________________________
 NM1323* NAD 83(1986) POSITION- 42 03 49.     (N) 097 53 40.     (W)   SCALED
 NM1323* NAVD 88 ORTHO HEIGHT -   513.319 (meters)     1684.11  (feet) ADJUSTED
 NM1323  ______________________________________________________________________
 NM1323  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 NM1323  DYNAMIC HEIGHT  -        513.115 (meters)     1683.44  (feet) COMP
 NM1323  MODELED GRAVITY -    980,207.4   (mgal)                       NAVD 88
 NM1323
 NM1323  VERT ORDER      -  SECOND    CLASS 0
 NM1323
 NM1323.The horizontal coordinates were scaled from a map and have
 NM1323.an estimated accuracy of +/- 6 seconds.
 NM1323
 NM1323.The orthometric height was determined by differential leveling and
 NM1323.adjusted by the NATIONAL GEODETIC SURVEY
 NM1323.in June 1991.
 NM1323
 NM1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1323.GEOID18 height accuracy estimate available here.
 NM1323
 NM1323.Click photographs - Photos may exist for this station.
 NM1323
 NM1323.The dynamic height is computed by dividing the NAVD 88
 NM1323.geopotential number by the normal gravity value computed on the
 NM1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1323.degrees latitude (g = 980.6199 gals.).
 NM1323
 NM1323.The modeled gravity was interpolated from observed gravity values.
 NM1323
 NM1323;                    North         East    Units  Estimated Accuracy
 NM1323;SPC NE       -   249,740.      674,210.      MT  (+/- 180 meters Scaled)
 NM1323
 NM1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM914574(NAD 83)
 NM1323
 NM1323                          SUPERSEDED SURVEY CONTROL
 NM1323
 NM1323  NGVD 29 (??/??/92)  513.115  (m)         1683.44   (f) ADJ UNCH    2 0
 NM1323
 NM1323.Superseded values are not recommended for survey control.
 NM1323
 NM1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1323.See file dsdata.pdf to determine how the superseded data were derived.
 NM1323
 NM1323_MARKER: DB = BENCH MARK DISK
 NM1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1323_STAMPING: H 313 1950
 NM1323_MARK LOGO: CGS
 NM1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1323+STABILITY: SURFACE MOTION
 NM1323
 NM1323  HISTORY     - Date     Condition        Report By
 NM1323  HISTORY     - 1950     MONUMENTED       CGS
 NM1323
 NM1323                          STATION DESCRIPTION
 NM1323
 NM1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1323'3.2 MI NW FROM TILDEN.
 NM1323'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE CHICAGO AND
 NM1323'NORTH WESTERN RAILROAD STATION AT TILDEN, AT THE TILDEN AIRPORT,
 NM1323'150 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51.4 FEET
 NM1323'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING, 2.7
 NM1323'FEET WEST OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP
 NM1323'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0943 ***********************************************************************
 ML0943  DESIGNATION -  H 314
 ML0943  PID         -  ML0943
 ML0943  STATE/COUNTY-  NE/BLAINE
 ML0943  COUNTRY     -  US
 ML0943  USGS QUAD   -  BREWSTER NW (2017)
 ML0943
 ML0943                         *CURRENT SURVEY CONTROL
 ML0943  ______________________________________________________________________
 ML0943* NAD 83(1986) POSITION- 41 53 32.     (N) 099 54 15.     (W)   SCALED
 ML0943* NAVD 88 ORTHO HEIGHT -   788.942 (meters)     2588.39  (feet) ADJUSTED
 ML0943  ______________________________________________________________________
 ML0943  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 ML0943  DYNAMIC HEIGHT  -        788.558 (meters)     2587.13  (feet) COMP
 ML0943  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 ML0943
 ML0943  VERT ORDER      -  SECOND    CLASS 0
 ML0943
 ML0943.The horizontal coordinates were scaled from a map and have
 ML0943.an estimated accuracy of +/- 6 seconds.
 ML0943
 ML0943.The orthometric height was determined by differential leveling and
 ML0943.adjusted by the NATIONAL GEODETIC SURVEY
 ML0943.in June 1991.
 ML0943
 ML0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0943.GEOID18 height accuracy estimate available here.
 ML0943
 ML0943.Click photographs - Photos may exist for this station.
 ML0943
 ML0943.The dynamic height is computed by dividing the NAVD 88
 ML0943.geopotential number by the normal gravity value computed on the
 ML0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0943.degrees latitude (g = 980.6199 gals.).
 ML0943
 ML0943.The modeled gravity was interpolated from observed gravity values.
 ML0943
 ML0943;                    North         East    Units  Estimated Accuracy
 ML0943;SPC NE       -   228,600.      507,950.      MT  (+/- 180 meters Scaled)
 ML0943
 ML0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM249382(NAD 83)
 ML0943
 ML0943                          SUPERSEDED SURVEY CONTROL
 ML0943
 ML0943  NGVD 29 (??/??/92)  788.658  (m)         2587.46   (f) ADJ UNCH    2 0
 ML0943
 ML0943.Superseded values are not recommended for survey control.
 ML0943
 ML0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0943.See file dsdata.pdf to determine how the superseded data were derived.
 ML0943
 ML0943_MARKER: DB = BENCH MARK DISK
 ML0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0943_STAMPING: H 314 1950
 ML0943_MARK LOGO: CGS
 ML0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0943+STABILITY: SURFACE MOTION
 ML0943
 ML0943  HISTORY     - Date     Condition        Report By
 ML0943  HISTORY     - 1950     MONUMENTED       CGS
 ML0943
 ML0943                          STATION DESCRIPTION
 ML0943
 ML0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0943'6 MI SW FROM BREWSTER.
 ML0943'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0943'AT BREWSTER, THENCE 2.55 MILES SOUTHEAST ALONG A SAND ROAD, 105
 ML0943'FEET WEST OF THE WEST LEG OF A WINDMILL TOWER, 66 FEET NORTH OF
 ML0943'AN EAST AND WEST FENCE, 3 FEET SOUTHEAST OF THE NORTHWEST CORNER
 ML0943'OF A STOCK PEN FENCE, 1.5 FEET SOUTHWEST OF THE SOUTHWEST FENCE
 ML0943'OF A LOADING CHUTE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET
 ML0943'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0943'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0607 ***********************************************************************
 LH0607  DESIGNATION -  H 315
 LH0607  PID         -  LH0607
 LH0607  STATE/COUNTY-  NE/DAWSON
 LH0607  COUNTRY     -  US
 LH0607  USGS QUAD   -  MILLER (2017)
 LH0607
 LH0607                         *CURRENT SURVEY CONTROL
 LH0607  ______________________________________________________________________
 LH0607* NAD 83(1986) POSITION- 40 56 52.     (N) 099 29 00.     (W)   SCALED
 LH0607* NAVD 88 ORTHO HEIGHT -   723.026 (meters)     2372.13  (feet) ADJUSTED
 LH0607  ______________________________________________________________________
 LH0607  GEOID HEIGHT    -        -23.708 (meters)                     GEOID18
 LH0607  DYNAMIC HEIGHT  -        722.621 (meters)     2370.80  (feet) COMP
 LH0607  MODELED GRAVITY -    980,040.2   (mgal)                       NAVD 88
 LH0607
 LH0607  VERT ORDER      -  SECOND    CLASS 0
 LH0607
 LH0607.The horizontal coordinates were scaled from a map and have
 LH0607.an estimated accuracy of +/- 6 seconds.
 LH0607
 LH0607.The orthometric height was determined by differential leveling and
 LH0607.adjusted by the NATIONAL GEODETIC SURVEY
 LH0607.in June 1991.
 LH0607
 LH0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0607.GEOID18 height accuracy estimate available here.
 LH0607
 LH0607.Click photographs - Photos may exist for this station.
 LH0607
 LH0607.The dynamic height is computed by dividing the NAVD 88
 LH0607.geopotential number by the normal gravity value computed on the
 LH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0607.degrees latitude (g = 980.6199 gals.).
 LH0607
 LH0607.The modeled gravity was interpolated from observed gravity values.
 LH0607
 LH0607;                    North         East    Units  Estimated Accuracy
 LH0607;SPC NE       -   123,860.      543,490.      MT  (+/- 180 meters Scaled)
 LH0607
 LH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML593330(NAD 83)
 LH0607
 LH0607                          SUPERSEDED SURVEY CONTROL
 LH0607
 LH0607  NGVD 29 (??/??/92)  722.763  (m)         2371.26   (f) ADJ UNCH    2 0
 LH0607
 LH0607.Superseded values are not recommended for survey control.
 LH0607
 LH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0607.See file dsdata.pdf to determine how the superseded data were derived.
 LH0607
 LH0607_MARKER: DB = BENCH MARK DISK
 LH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0607_STAMPING: H 315 1950
 LH0607_MARK LOGO: CGS
 LH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0607+STABILITY: SURFACE MOTION
 LH0607
 LH0607  HISTORY     - Date     Condition        Report By
 LH0607  HISTORY     - 1950     MONUMENTED       CGS
 LH0607  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0607
 LH0607                          STATION DESCRIPTION
 LH0607
 LH0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0607'1.3 MI E FROM SUMNER.
 LH0607'1.3 MILES EAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0607'RAILROAD STATION AT SUMNER, AT A ROAD INTERSECTION, 102 FEET SOUTH
 LH0607'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTER
 LH0607'LINE OF A NORTH AND SOUTH ROAD, 31 FEET NORTH OF A POWER POLE,
 LH0607'1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0607'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0607
 LH0607                          STATION RECOVERY (1983)
 LH0607
 LH0607'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0607'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0757 ***********************************************************************
 ML0757  DESIGNATION -  H 316
 ML0757  PID         -  ML0757
 ML0757  STATE/COUNTY-  NE/DAWSON
 ML0757  COUNTRY     -  US
 ML0757  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0757
 ML0757                         *CURRENT SURVEY CONTROL
 ML0757  ______________________________________________________________________
 ML0757* NAD 83(1986) POSITION- 41 00 01.     (N) 099 44 56.     (W)   SCALED
 ML0757* NAVD 88 ORTHO HEIGHT -   781.623 (meters)     2564.37  (feet) ADJUSTED
 ML0757  ______________________________________________________________________
 ML0757  GEOID HEIGHT    -        -23.433 (meters)                     GEOID18
 ML0757  DYNAMIC HEIGHT  -        781.168 (meters)     2562.88  (feet) COMP
 ML0757  MODELED GRAVITY -    980,016.1   (mgal)                       NAVD 88
 ML0757
 ML0757  VERT ORDER      -  SECOND    CLASS 0
 ML0757
 ML0757.The horizontal coordinates were scaled from a map and have
 ML0757.an estimated accuracy of +/- 6 seconds.
 ML0757
 ML0757.The orthometric height was determined by differential leveling and
 ML0757.adjusted by the NATIONAL GEODETIC SURVEY
 ML0757.in June 1991.
 ML0757
 ML0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0757.GEOID18 height accuracy estimate available here.
 ML0757
 ML0757.Click photographs - Photos may exist for this station.
 ML0757
 ML0757.The dynamic height is computed by dividing the NAVD 88
 ML0757.geopotential number by the normal gravity value computed on the
 ML0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0757.degrees latitude (g = 980.6199 gals.).
 ML0757
 ML0757.The modeled gravity was interpolated from observed gravity values.
 ML0757
 ML0757;                    North         East    Units  Estimated Accuracy
 ML0757;SPC NE       -   129,590.      521,120.      MT  (+/- 180 meters Scaled)
 ML0757
 ML0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML370390(NAD 83)
 ML0757
 ML0757                          SUPERSEDED SURVEY CONTROL
 ML0757
 ML0757  NGVD 29 (??/??/92)  781.320  (m)         2563.38   (f) ADJ UNCH    2 0
 ML0757
 ML0757.Superseded values are not recommended for survey control.
 ML0757
 ML0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0757.See file dsdata.pdf to determine how the superseded data were derived.
 ML0757
 ML0757_MARKER: DB = BENCH MARK DISK
 ML0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0757_STAMPING: H 316 1950
 ML0757_MARK LOGO: CGS
 ML0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0757+STABILITY: SURFACE MOTION
 ML0757
 ML0757  HISTORY     - Date     Condition        Report By
 ML0757  HISTORY     - 1950     MONUMENTED       CGS
 ML0757
 ML0757                          STATION DESCRIPTION
 ML0757
 ML0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0757'8 MI SW FROM EDDYVILLE.
 ML0757'0.5 MILE SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 ML0757'EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED ROAD, THENCE
 ML0757'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 4.8 MILES
 ML0757'NORTHWEST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH STATE
 ML0757'HIGHWAY 21, ON THE NORTH SLOPE OF A HILL, 186 FEET SOUTH OF THE
 ML0757'CENTER LINE OF A DIRT ROAD LEADING WEST, 159 FEET SOUTHWEST OF
 ML0757'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET EAST OF A FENCE, 1.5
 ML0757'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0757'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0063 ***********************************************************************
 MM0063  DESIGNATION -  H 317
 MM0063  PID         -  MM0063
 MM0063  STATE/COUNTY-  NE/CUSTER
 MM0063  COUNTRY     -  US
 MM0063  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0063
 MM0063                         *CURRENT SURVEY CONTROL
 MM0063  ______________________________________________________________________
 MM0063* NAD 83(1986) POSITION- 41 22 43.     (N) 100 03 49.     (W)   SCALED
 MM0063* NAVD 88 ORTHO HEIGHT -   803.384 (meters)     2635.77  (feet) ADJUSTED
 MM0063  ______________________________________________________________________
 MM0063  GEOID HEIGHT    -        -22.284 (meters)                     GEOID18
 MM0063  DYNAMIC HEIGHT  -        802.943 (meters)     2634.32  (feet) COMP
 MM0063  MODELED GRAVITY -    980,048.1   (mgal)                       NAVD 88
 MM0063
 MM0063  VERT ORDER      -  SECOND    CLASS 0
 MM0063
 MM0063.The horizontal coordinates were scaled from a map and have
 MM0063.an estimated accuracy of +/- 6 seconds.
 MM0063
 MM0063.The orthometric height was determined by differential leveling and
 MM0063.adjusted by the NATIONAL GEODETIC SURVEY
 MM0063.in June 1991.
 MM0063
 MM0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0063.GEOID18 height accuracy estimate available here.
 MM0063
 MM0063.Click photographs - Photos may exist for this station.
 MM0063
 MM0063.The dynamic height is computed by dividing the NAVD 88
 MM0063.geopotential number by the normal gravity value computed on the
 MM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0063.degrees latitude (g = 980.6199 gals.).
 MM0063
 MM0063.The modeled gravity was interpolated from observed gravity values.
 MM0063
 MM0063;                    North         East    Units  Estimated Accuracy
 MM0063;SPC NE       -   171,570.      494,680.      MT  (+/- 180 meters Scaled)
 MM0063
 MM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML110813(NAD 83)
 MM0063
 MM0063                          SUPERSEDED SURVEY CONTROL
 MM0063
 MM0063  NGVD 29 (??/??/92)  803.131  (m)         2634.94   (f) ADJ UNCH    2 0
 MM0063
 MM0063.Superseded values are not recommended for survey control.
 MM0063
 MM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0063.See file dsdata.pdf to determine how the superseded data were derived.
 MM0063
 MM0063_MARKER: DB = BENCH MARK DISK
 MM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0063_STAMPING: H 317 1950
 MM0063_MARK LOGO: CGS
 MM0063_PROJECTION: FLUSH
 MM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0063+STABILITY: SURFACE MOTION
 MM0063
 MM0063  HISTORY     - Date     Condition        Report By
 MM0063  HISTORY     - 1950     MONUMENTED       CGS
 MM0063
 MM0063                          STATION DESCRIPTION
 MM0063
 MM0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0063'9 MI SE FROM ARNOLD.
 MM0063'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0063'UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE SOUTH
 MM0063'ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A GRAVELED
 MM0063'ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.9
 MM0063'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 MM0063'GRAVELED ROAD, AT A ROAD JUNCTION, 105 FEET SOUTHEAST OF THE CENTER
 MM0063'LINE OF THE GRAVELED ROAD, 28 FEET EAST OF THE CENTER LINE OF A
 MM0063'DIRT ROAD LEADING SOUTH, 16 FEET NORTHWEST OF A POWER POLE, 1.4
 MM0063'FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN
 MM0063'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0811 ***********************************************************************
 ML0811  DESIGNATION -  H 318
 ML0811  PID         -  ML0811
 ML0811  STATE/COUNTY-  NE/CUSTER
 ML0811  COUNTRY     -  US
 ML0811  USGS QUAD   -  CALLAWAY NW (2017)
 ML0811
 ML0811                         *CURRENT SURVEY CONTROL
 ML0811  ______________________________________________________________________
 ML0811* NAD 83(1986) POSITION- 41 23 10.     (N) 099 54 57.     (W)   SCALED
 ML0811* NAVD 88 ORTHO HEIGHT -   822.195 (meters)     2697.48  (feet) ADJUSTED
 ML0811  ______________________________________________________________________
 ML0811  GEOID HEIGHT    -        -22.431 (meters)                     GEOID18
 ML0811  DYNAMIC HEIGHT  -        821.750 (meters)     2696.02  (feet) COMP
 ML0811  MODELED GRAVITY -    980,054.3   (mgal)                       NAVD 88
 ML0811
 ML0811  VERT ORDER      -  SECOND    CLASS 0
 ML0811
 ML0811.The horizontal coordinates were scaled from a map and have
 ML0811.an estimated accuracy of +/- 6 seconds.
 ML0811
 ML0811.The orthometric height was determined by differential leveling and
 ML0811.adjusted by the NATIONAL GEODETIC SURVEY
 ML0811.in June 1991.
 ML0811
 ML0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0811.GEOID18 height accuracy estimate available here.
 ML0811
 ML0811.Click photographs - Photos may exist for this station.
 ML0811
 ML0811.The dynamic height is computed by dividing the NAVD 88
 ML0811.geopotential number by the normal gravity value computed on the
 ML0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0811.degrees latitude (g = 980.6199 gals.).
 ML0811
 ML0811.The modeled gravity was interpolated from observed gravity values.
 ML0811
 ML0811;                    North         East    Units  Estimated Accuracy
 ML0811;SPC NE       -   172,400.      507,040.      MT  (+/- 180 meters Scaled)
 ML0811
 ML0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML234820(NAD 83)
 ML0811
 ML0811                          SUPERSEDED SURVEY CONTROL
 ML0811
 ML0811  NGVD 29 (??/??/92)  821.949  (m)         2696.68   (f) ADJ UNCH    2 0
 ML0811
 ML0811.Superseded values are not recommended for survey control.
 ML0811
 ML0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0811.See file dsdata.pdf to determine how the superseded data were derived.
 ML0811
 ML0811_MARKER: DB = BENCH MARK DISK
 ML0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0811_STAMPING: H 318 1950
 ML0811_MARK LOGO: CGS
 ML0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0811+STABILITY: SURFACE MOTION
 ML0811
 ML0811  HISTORY     - Date     Condition        Report By
 ML0811  HISTORY     - 1950     MONUMENTED       CGS
 ML0811
 ML0811                          STATION DESCRIPTION
 ML0811
 ML0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0811'7.7 MI NW FROM CALLAWAY.
 ML0811'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0811'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0811'ALONG A GRAVELED ROAD, THENCE 3.7 MILES NORTH ALONG A WINDING
 ML0811'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 1.9
 ML0811'MILES NORTH ALONG A DIRT ROAD, 0.1 MILE NORTH OF A ROAD JUNCTION
 ML0811'WITH A DIRT ROAD LEADING WEST, ON THE WEST SLOPE OF A HILL,
 ML0811'23 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF
 ML0811'THE ROAD RIGHT OF WAY FENCE, 1.2 FEET WEST OF A REFERENCE POST,
 ML0811'AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT
 ML0811'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0959 ***********************************************************************
 ML0959  DESIGNATION -  H 319
 ML0959  PID         -  ML0959
 ML0959  STATE/COUNTY-  NE/BLAINE
 ML0959  COUNTRY     -  US
 ML0959  USGS QUAD   -  ALMERIA SW (2017)
 ML0959
 ML0959                         *CURRENT SURVEY CONTROL
 ML0959  ______________________________________________________________________
 ML0959* NAD 83(1986) POSITION- 41 46 10.     (N) 099 43 04.     (W)   SCALED
 ML0959* NAVD 88 ORTHO HEIGHT -   814.891 (meters)     2673.52  (feet) ADJUSTED
 ML0959  ______________________________________________________________________
 ML0959  GEOID HEIGHT    -        -22.570 (meters)                     GEOID18
 ML0959  DYNAMIC HEIGHT  -        814.482 (meters)     2672.18  (feet) COMP
 ML0959  MODELED GRAVITY -    980,093.6   (mgal)                       NAVD 88
 ML0959
 ML0959  VERT ORDER      -  SECOND    CLASS 0
 ML0959
 ML0959.The horizontal coordinates were scaled from a map and have
 ML0959.an estimated accuracy of +/- 6 seconds.
 ML0959
 ML0959.The orthometric height was determined by differential leveling and
 ML0959.adjusted by the NATIONAL GEODETIC SURVEY
 ML0959.in June 1991.
 ML0959
 ML0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0959.GEOID18 height accuracy estimate available here.
 ML0959
 ML0959.Click photographs - Photos may exist for this station.
 ML0959
 ML0959.The dynamic height is computed by dividing the NAVD 88
 ML0959.geopotential number by the normal gravity value computed on the
 ML0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0959.degrees latitude (g = 980.6199 gals.).
 ML0959
 ML0959.The modeled gravity was interpolated from observed gravity values.
 ML0959
 ML0959;                    North         East    Units  Estimated Accuracy
 ML0959;SPC NE       -   215,000.      523,460.      MT  (+/- 180 meters Scaled)
 ML0959
 ML0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM403244(NAD 83)
 ML0959
 ML0959                          SUPERSEDED SURVEY CONTROL
 ML0959
 ML0959  NGVD 29 (??/??/92)  814.610  (m)         2672.60   (f) ADJ UNCH    2 0
 ML0959
 ML0959.Superseded values are not recommended for survey control.
 ML0959
 ML0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0959.See file dsdata.pdf to determine how the superseded data were derived.
 ML0959
 ML0959_MARKER: DB = BENCH MARK DISK
 ML0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0959_STAMPING: H 319 1950
 ML0959_MARK LOGO: CGS
 ML0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0959+STABILITY: SURFACE MOTION
 ML0959
 ML0959  HISTORY     - Date     Condition        Report By
 ML0959  HISTORY     - 1950     MONUMENTED       CGS
 ML0959
 ML0959                          STATION DESCRIPTION
 ML0959
 ML0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0959'4 MI N FROM MILBURN.
 ML0959'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0959'MILBURN, THENCE 3.05 MILES NORTH ALONG A WINDING DIRT ROAD,
 ML0959'0.15 MILE WEST OF SAND RIDGE SCHOOL, 80 FEET NORTH OF THE CENTER
 ML0959'LINE OF A DIRT ROAD, 32 FEET EAST OF AN ELM TREE, AT THE SOUTH
 ML0959'END OF A ROW OF ELM TREES, 14 FEET EAST OF THE CENTER LINE OF
 ML0959'A DIM TRACK ROAD LEADING NORTH, 1.2 FEET WEST OF A FENCE, 1 FOOT
 ML0959'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0959'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0268 ***********************************************************************
 MM0268  DESIGNATION -  H 32
 MM0268  PID         -  MM0268
 MM0268  STATE/COUNTY-  NE/GRANT
 MM0268  COUNTRY     -  US
 MM0268  USGS QUAD   -  PRATT VALLEY (2017)
 MM0268
 MM0268                         *CURRENT SURVEY CONTROL
 MM0268  ______________________________________________________________________
 MM0268* NAD 83(1986) POSITION- 41 55 25.98   (N) 101 43 17.66   (W)   HD_HELD1
 MM0268* NAVD 88 ORTHO HEIGHT -  1130.354 (meters)     3708.50  (feet) ADJUSTED
 MM0268  ______________________________________________________________________
 MM0268  GEOID HEIGHT    -        -19.469 (meters)                     GEOID18
 MM0268  DYNAMIC HEIGHT  -       1129.722 (meters)     3706.43  (feet) COMP
 MM0268  MODELED GRAVITY -    980,024.3   (mgal)                       NAVD 88
 MM0268
 MM0268  VERT ORDER      -  SECOND    CLASS 0
 MM0268
 MM0268.The horizontal coordinates were determined by differentially corrected
 MM0268.hand held GPS observations or other comparable positioning techniques
 MM0268.and have an estimated accuracy of +/- 3 meters.
 MM0268
 MM0268.The orthometric height was determined by differential leveling and
 MM0268.adjusted by the NATIONAL GEODETIC SURVEY
 MM0268.in June 1991.
 MM0268
 MM0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0268.GEOID18 height accuracy estimate available here.
 MM0268
 MM0268.Click photographs - Photos may exist for this station.
 MM0268
 MM0268.The dynamic height is computed by dividing the NAVD 88
 MM0268.geopotential number by the normal gravity value computed on the
 MM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0268.degrees latitude (g = 980.6199 gals.).
 MM0268
 MM0268.The modeled gravity was interpolated from observed gravity values.
 MM0268
 MM0268;                    North         East    Units  Estimated Accuracy
 MM0268;SPC NE       -   233,527.4     357,251.0     MT  (+/- 3 meters HH1 GPS) 
 MM0268
 MM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7432844907(NAD 83)
 MM0268
 MM0268                          SUPERSEDED SURVEY CONTROL
 MM0268
 MM0268  NGVD 29 (??/??/92) 1129.885  (m)         3706.96   (f) ADJ UNCH    2 0
 MM0268
 MM0268.Superseded values are not recommended for survey control.
 MM0268
 MM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0268.See file dsdata.pdf to determine how the superseded data were derived.
 MM0268
 MM0268_MARKER: DB = BENCH MARK DISK
 MM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0268_STAMPING: H 32 1934
 MM0268_MARK LOGO: CGS
 MM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0268+STABILITY: SURFACE MOTION
 MM0268
 MM0268  HISTORY     - Date     Condition        Report By
 MM0268  HISTORY     - 1934     MONUMENTED       CGS
 MM0268  HISTORY     - 1984     GOOD             USGS
 MM0268
 MM0268                          STATION DESCRIPTION
 MM0268
 MM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0268'7.1 MI SE FROM HYANNIS.
 MM0268'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0268'COUNTY, 0.5 MILE NORTH OF THE INTERSECTION OF THE LINE OF AN
 MM0268'EAST-AND-WEST FENCE, 1/4 MILE NORTHEAST OF A WINDMILL, AND 82
 MM0268'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MM0268'STAMPED H 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0268
 MM0268                          STATION RECOVERY (1984)
 MM0268
 MM0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0268'HYANNIS, ABOUT 5.2 MILES SOUTH AND ABOUT 1.8 MILES EAST OF, T. 23 N.,
 MM0268'R. 38 W. NEAR THE CENTER OF THE E/2 OF SECTION 33. 342 FEET WEST OF A
 MM0268'POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0842 ***********************************************************************
 LH0842  DESIGNATION -  H 320
 LH0842  PID         -  LH0842
 LH0842  STATE/COUNTY-  NE/DAWSON
 LH0842  COUNTRY     -  US
 LH0842  USGS QUAD   -  BUFFALO (2017)
 LH0842
 LH0842                         *CURRENT SURVEY CONTROL
 LH0842  ______________________________________________________________________
 LH0842* NAD 83(1986) POSITION- 40 54 58.     (N) 099 50 41.     (W)   SCALED
 LH0842* NAVD 88 ORTHO HEIGHT -   763.516 (meters)     2504.97  (feet) ADJUSTED
 LH0842  ______________________________________________________________________
 LH0842  GEOID HEIGHT    -        -23.449 (meters)                     GEOID18
 LH0842  DYNAMIC HEIGHT  -        763.072 (meters)     2503.51  (feet) COMP
 LH0842  MODELED GRAVITY -    980,017.7   (mgal)                       NAVD 88
 LH0842
 LH0842  VERT ORDER      -  SECOND    CLASS 0
 LH0842
 LH0842.The horizontal coordinates were scaled from a map and have
 LH0842.an estimated accuracy of +/- 6 seconds.
 LH0842
 LH0842.The orthometric height was determined by differential leveling and
 LH0842.adjusted by the NATIONAL GEODETIC SURVEY
 LH0842.in June 1991.
 LH0842
 LH0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0842.GEOID18 height accuracy estimate available here.
 LH0842
 LH0842.Click photographs - Photos may exist for this station.
 LH0842
 LH0842.The dynamic height is computed by dividing the NAVD 88
 LH0842.geopotential number by the normal gravity value computed on the
 LH0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0842.degrees latitude (g = 980.6199 gals.).
 LH0842
 LH0842.The modeled gravity was interpolated from observed gravity values.
 LH0842
 LH0842;                    North         East    Units  Estimated Accuracy
 LH0842;SPC NE       -   120,230.      513,080.      MT  (+/- 180 meters Scaled)
 LH0842
 LH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288297(NAD 83)
 LH0842
 LH0842                          SUPERSEDED SURVEY CONTROL
 LH0842
 LH0842  NGVD 29 (??/??/92)  763.219  (m)         2503.99   (f) ADJ UNCH    2 0
 LH0842
 LH0842.Superseded values are not recommended for survey control.
 LH0842
 LH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0842.See file dsdata.pdf to determine how the superseded data were derived.
 LH0842
 LH0842_MARKER: DB = BENCH MARK DISK
 LH0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0842_STAMPING: H 320 1950
 LH0842_MARK LOGO: CGS
 LH0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0842+STABILITY: SURFACE MOTION
 LH0842
 LH0842  HISTORY     - Date     Condition        Report By
 LH0842  HISTORY     - 1950     MONUMENTED       CGS
 LH0842
 LH0842                          STATION DESCRIPTION
 LH0842
 LH0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0842'5.7 MI S FROM BUFFALO.
 LH0842'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0842'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE
 LH0842'5.0 MILES SOUTH ALONG A GRAVELED ROAD, 102 FEET EAST OF THE
 LH0842'CENTER LINE OF A NORTH AND SOUTH ROAD, 71 FEET EAST OF A
 LH0842'FENCE CORNER, 29 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LH0842'WEST ROAD, 1 FOOT NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 LH0842'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 LH0842'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0782 ***********************************************************************
 ML0782  DESIGNATION -  H 321
 ML0782  PID         -  ML0782
 ML0782  STATE/COUNTY-  NE/CUSTER
 ML0782  COUNTRY     -  US
 ML0782  USGS QUAD   -  OCONTO (2017)
 ML0782
 ML0782                         *CURRENT SURVEY CONTROL
 ML0782  ______________________________________________________________________
 ML0782* NAD 83(1986) POSITION- 41 09 39.     (N) 099 47 30.     (W)   SCALED
 ML0782* NAVD 88 ORTHO HEIGHT -   790.724 (meters)     2594.23  (feet) ADJUSTED
 ML0782  ______________________________________________________________________
 ML0782  GEOID HEIGHT    -        -22.987 (meters)                     GEOID18
 ML0782  DYNAMIC HEIGHT  -        790.285 (meters)     2592.79  (feet) COMP
 ML0782  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 ML0782
 ML0782  VERT ORDER      -  SECOND    CLASS 0
 ML0782
 ML0782.The horizontal coordinates were scaled from a map and have
 ML0782.an estimated accuracy of +/- 6 seconds.
 ML0782
 ML0782.The orthometric height was determined by differential leveling and
 ML0782.adjusted by the NATIONAL GEODETIC SURVEY
 ML0782.in June 1991.
 ML0782
 ML0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0782.GEOID18 height accuracy estimate available here.
 ML0782
 ML0782.Click photographs - Photos may exist for this station.
 ML0782
 ML0782.The dynamic height is computed by dividing the NAVD 88
 ML0782.geopotential number by the normal gravity value computed on the
 ML0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0782.degrees latitude (g = 980.6199 gals.).
 ML0782
 ML0782.The modeled gravity was interpolated from observed gravity values.
 ML0782
 ML0782;                    North         East    Units  Estimated Accuracy
 ML0782;SPC NE       -   147,410.      517,480.      MT  (+/- 180 meters Scaled)
 ML0782
 ML0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML335569(NAD 83)
 ML0782
 ML0782                          SUPERSEDED SURVEY CONTROL
 ML0782
 ML0782  NGVD 29 (??/??/92)  790.449  (m)         2593.33   (f) ADJ UNCH    2 0
 ML0782
 ML0782.Superseded values are not recommended for survey control.
 ML0782
 ML0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0782.See file dsdata.pdf to determine how the superseded data were derived.
 ML0782
 ML0782_MARKER: DB = BENCH MARK DISK
 ML0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0782_STAMPING: H 321 1950
 ML0782_MARK LOGO: CGS
 ML0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0782+STABILITY: SURFACE MOTION
 ML0782
 ML0782  HISTORY     - Date     Condition        Report By
 ML0782  HISTORY     - 1950     MONUMENTED       CGS
 ML0782  HISTORY     - 1983     GOOD             LOCSUR
 ML0782  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 ML0782
 ML0782                          STATION DESCRIPTION
 ML0782
 ML0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0782'2 MI NW FROM OCONTO.
 ML0782'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0782'RAILROAD STATION AT OCONTO, 500 FEET NORTHWEST OF A SMALL BRIDGE
 ML0782'AND A PRIVATE DRIVEWAY WHICH LEADS WEST TO A FARMHOUSE, 35 FEET
 ML0782'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHWEST
 ML0782'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 5 FEET
 ML0782'NORTH OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 3 FEET
 ML0782'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0782'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0782
 ML0782                          STATION RECOVERY (1983)
 ML0782
 ML0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0782'RECOVERED IN GOOD CONDITION.
 ML0782
 ML0782                          STATION RECOVERY (1985)
 ML0782
 ML0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0782'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0299 ***********************************************************************
 ML0299  DESIGNATION -  H 322
 ML0299  PID         -  ML0299
 ML0299  STATE/COUNTY-  NE/SHERMAN
 ML0299  COUNTRY     -  US
 ML0299  USGS QUAD   -  LOUP CITY (2017)
 ML0299
 ML0299                         *CURRENT SURVEY CONTROL
 ML0299  ______________________________________________________________________
 ML0299* NAD 83(1986) POSITION- 41 15 52.5    (N) 098 56 07.8    (W)   HD_HELD2
 ML0299* NAVD 88 ORTHO HEIGHT -   648.613 (meters)     2127.99  (feet) ADJUSTED
 ML0299  ______________________________________________________________________
 ML0299  GEOID HEIGHT    -        -23.993 (meters)                     GEOID18
 ML0299  DYNAMIC HEIGHT  -        648.281 (meters)     2126.90  (feet) COMP
 ML0299  MODELED GRAVITY -    980,090.0   (mgal)                       NAVD 88
 ML0299
 ML0299  VERT ORDER      -  FIRST     CLASS II
 ML0299
 ML0299.The horizontal coordinates were established by autonomous hand held GPS
 ML0299.observations and have an estimated accuracy of +/- 10 meters.
 ML0299
 ML0299.The orthometric height was determined by differential leveling and
 ML0299.adjusted by the NATIONAL GEODETIC SURVEY
 ML0299.in June 1991.
 ML0299
 ML0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0299.GEOID18 height accuracy estimate available here.
 ML0299
 ML0299.Click photographs - Photos may exist for this station.
 ML0299
 ML0299.The dynamic height is computed by dividing the NAVD 88
 ML0299.geopotential number by the normal gravity value computed on the
 ML0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0299.degrees latitude (g = 980.6199 gals.).
 ML0299
 ML0299.The modeled gravity was interpolated from observed gravity values.
 ML0299
 ML0299;                    North         East    Units  Estimated Accuracy
 ML0299;SPC NE       -   159,454.      589,171.      MT  (+/- 10 meters HH2 GPS)
 ML0299
 ML0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0540268131(NAD 83)
 ML0299
 ML0299                          SUPERSEDED SURVEY CONTROL
 ML0299
 ML0299  NGVD 29 (??/??/92)  648.368  (m)         2127.19   (f) ADJ UNCH    1 2
 ML0299
 ML0299.Superseded values are not recommended for survey control.
 ML0299
 ML0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0299.See file dsdata.pdf to determine how the superseded data were derived.
 ML0299
 ML0299_MARKER: DB = BENCH MARK DISK
 ML0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0299_STAMPING: H 322 1950
 ML0299_MARK LOGO: CGS
 ML0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0299+STABILITY: SURFACE MOTION
 ML0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0299+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 ML0299
 ML0299  HISTORY     - Date     Condition        Report By
 ML0299  HISTORY     - 1950     MONUMENTED       CGS
 ML0299  HISTORY     - 20090811 GOOD             NEDR
 ML0299
 ML0299                          STATION DESCRIPTION
 ML0299
 ML0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0299'2.1 MI SE FROM LOUP CITY.
 ML0299'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0299'RAILROAD FROM THE STATION AT LOUP CITY, 13 1/2 RAILS NORTHEAST
 ML0299'OF MILEPOST 38, 51 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET
 ML0299'NORTH OF THE CENTER LINE OF A ROAD, 3 FEET NORTHEAST OF A FENCE
 ML0299'CORNER, 1.4 FEET SOUTHEAST OF A FENCE, 1.4 FEET SOUTHWEST OF A
 ML0299'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0299'0.4 FOOT ABOVE THE GROUND.
 ML0299
 ML0299                          STATION RECOVERY (2009)
 ML0299
 ML0299'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0299'MARK RECOVERED GOOD CONDITION, RR TRACKS HAVE BEEN REMOVED, FROM THE
 ML0299'EAST JUNCTION HWY 92 AND 58 GO EAST TO THE FIRST NORTH BOUND DRIVEWAY,
 ML0299'MARK IS LOCATED 270 FEET NORTH OF THE HOUSE AND GARAGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0718 ***********************************************************************
 ML0718  DESIGNATION -  H 323 RESET
 ML0718  PID         -  ML0718
 ML0718  STATE/COUNTY-  NE/VALLEY
 ML0718  COUNTRY     -  US
 ML0718  USGS QUAD   -  ARCADIA EAST (2017)
 ML0718
 ML0718                         *CURRENT SURVEY CONTROL
 ML0718  ______________________________________________________________________
 ML0718* NAD 83(1986) POSITION- 41 25 24.     (N) 099 04 20.     (W)   SCALED
 ML0718* NAVD 88 ORTHO HEIGHT -   692.82  (meters)     2273.0   (feet) RESET
 ML0718  ______________________________________________________________________
 ML0718  GEOID HEIGHT    -        -23.692 (meters)                     GEOID18
 ML0718  VERT ORDER      -  THIRD
 ML0718
 ML0718.The horizontal coordinates were scaled from a map and have
 ML0718.an estimated accuracy of +/- 6 seconds.
 ML0718
 ML0718.The orthometric height was computed from unverified reset data.
 ML0718
 ML0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0718.GEOID18 height accuracy estimate available here.
 ML0718
 ML0718.Click photographs - Photos may exist for this station.
 ML0718
 ML0718;                    North         East    Units  Estimated Accuracy
 ML0718;SPC NE       -   176,950.      577,530.      MT  (+/- 180 meters Scaled)
 ML0718
 ML0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML939857(NAD 83)
 ML0718
 ML0718                          SUPERSEDED SURVEY CONTROL
 ML0718
 ML0718  NGVD 29 (??/??/??)  692.57   (m)         2272.2    (f) RESET       3  
 ML0718
 ML0718.Superseded values are not recommended for survey control.
 ML0718
 ML0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0718.See file dsdata.pdf to determine how the superseded data were derived.
 ML0718
 ML0718_MARKER: DB = BENCH MARK DISK
 ML0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0718_STAMPING: H 323 RESET 1958
 ML0718_MARK LOGO: CGS
 ML0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0718+STABILITY: SURFACE MOTION
 ML0718
 ML0718  HISTORY     - Date     Condition        Report By
 ML0718  HISTORY     - 1958     MONUMENTED       NEDR
 ML0718
 ML0718                          STATION DESCRIPTION
 ML0718
 ML0718'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0718'2.8 MI E FROM ARCADIA.
 ML0718'2.85 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 ML0718'AT ARCADIA, VALLEY COUNTY, 70 FEET SOUTH OF THE CENTERLINE OF
 ML0718'THE HIGHWAY, 26 FEET EAST OF THE CENTERLINE OF A FIELD ROAD
 ML0718'LEADING SOUTH, 1.0 FOOT NORTH OF A FENCE AND 1.5 FOOT NORTH OF
 ML0718'A GAS LINE.  A STANDARD DISK, SET IN A CONCRETE POST PROJECTING
 ML0718'0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0925 ***********************************************************************
 ML0925  DESIGNATION -  H 324
 ML0925  PID         -  ML0925
 ML0925  STATE/COUNTY-  NE/BLAINE
 ML0925  COUNTRY     -  US
 ML0925  USGS QUAD   -  BREWSTER SE (2017)
 ML0925
 ML0925                         *CURRENT SURVEY CONTROL
 ML0925  ______________________________________________________________________
 ML0925* NAD 83(1986) POSITION- 41 49 31.     (N) 099 49 23.     (W)   SCALED
 ML0925* NAVD 88 ORTHO HEIGHT -   789.349 (meters)     2589.72  (feet) ADJUSTED
 ML0925  ______________________________________________________________________
 ML0925  GEOID HEIGHT    -        -22.434 (meters)                     GEOID18
 ML0925  DYNAMIC HEIGHT  -        788.959 (meters)     2588.44  (feet) COMP
 ML0925  MODELED GRAVITY -    980,101.8   (mgal)                       NAVD 88
 ML0925
 ML0925  VERT ORDER      -  SECOND    CLASS 0
 ML0925
 ML0925.The horizontal coordinates were scaled from a map and have
 ML0925.an estimated accuracy of +/- 6 seconds.
 ML0925
 ML0925.The orthometric height was determined by differential leveling and
 ML0925.adjusted by the NATIONAL GEODETIC SURVEY
 ML0925.in June 1991.
 ML0925
 ML0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0925.GEOID18 height accuracy estimate available here.
 ML0925
 ML0925.Click photographs - Photos may exist for this station.
 ML0925
 ML0925.The dynamic height is computed by dividing the NAVD 88
 ML0925.geopotential number by the normal gravity value computed on the
 ML0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0925.degrees latitude (g = 980.6199 gals.).
 ML0925
 ML0925.The modeled gravity was interpolated from observed gravity values.
 ML0925
 ML0925;                    North         East    Units  Estimated Accuracy
 ML0925;SPC NE       -   221,170.      514,700.      MT  (+/- 180 meters Scaled)
 ML0925
 ML0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM316307(NAD 83)
 ML0925
 ML0925                          SUPERSEDED SURVEY CONTROL
 ML0925
 ML0925  NGVD 29 (??/??/92)  789.066  (m)         2588.79   (f) ADJ UNCH    2 0
 ML0925
 ML0925.Superseded values are not recommended for survey control.
 ML0925
 ML0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0925.See file dsdata.pdf to determine how the superseded data were derived.
 ML0925
 ML0925_MARKER: DB = BENCH MARK DISK
 ML0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0925_STAMPING: H 324 1950
 ML0925_MARK LOGO: CGS
 ML0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0925+STABILITY: SURFACE MOTION
 ML0925
 ML0925  HISTORY     - Date     Condition        Report By
 ML0925  HISTORY     - 1950     MONUMENTED       CGS
 ML0925
 ML0925                          STATION DESCRIPTION
 ML0925
 ML0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0925'10.2 MI NW FROM MILBURN.
 ML0925'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0925'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A SAND ROAD, THENCE 3.4
 ML0925'MILES NORTHWEST ALONG A SAND ROAD, 350 FEET SOUTHEAST OF AN
 ML0925'ABANDONED FARMHOUSE, ON THE SIDE OF A HILL, AT A CATTLE GUARD, 43
 ML0925'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A NORTH
 ML0925'AND SOUTH FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 ML0925'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1440 ***********************************************************************
 MK1440  DESIGNATION -  H 325
 MK1440  PID         -  MK1440
 MK1440  STATE/COUNTY-  NE/POLK
 MK1440  COUNTRY     -  US
 MK1440  USGS QUAD   -  CLARKS (2017)
 MK1440
 MK1440                         *CURRENT SURVEY CONTROL
 MK1440  ______________________________________________________________________
 MK1440* NAD 83(1986) POSITION- 41 07 59.     (N) 097 46 15.     (W)   SCALED
 MK1440* NAVD 88 ORTHO HEIGHT -   531.030 (meters)     1742.22  (feet) ADJUSTED
 MK1440  ______________________________________________________________________
 MK1440  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 MK1440  DYNAMIC HEIGHT  -        530.764 (meters)     1741.35  (feet) COMP
 MK1440  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 MK1440
 MK1440  VERT ORDER      -  SECOND    CLASS 0
 MK1440
 MK1440.The horizontal coordinates were scaled from a map and have
 MK1440.an estimated accuracy of +/- 6 seconds.
 MK1440
 MK1440.The orthometric height was determined by differential leveling and
 MK1440.adjusted by the NATIONAL GEODETIC SURVEY
 MK1440.in June 1991.
 MK1440
 MK1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1440.GEOID18 height accuracy estimate available here.
 MK1440
 MK1440.Click photographs - Photos may exist for this station.
 MK1440
 MK1440.The dynamic height is computed by dividing the NAVD 88
 MK1440.geopotential number by the normal gravity value computed on the
 MK1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1440.degrees latitude (g = 980.6199 gals.).
 MK1440
 MK1440.The modeled gravity was interpolated from observed gravity values.
 MK1440
 MK1440;                    North         East    Units  Estimated Accuracy
 MK1440;SPC NE       -   146,720.      687,090.      MT  (+/- 180 meters Scaled)
 MK1440
 MK1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL031542(NAD 83)
 MK1440
 MK1440                          SUPERSEDED SURVEY CONTROL
 MK1440
 MK1440  NGVD 29 (??/??/92)  530.814  (m)         1741.51   (f) ADJ UNCH    2 0
 MK1440
 MK1440.Superseded values are not recommended for survey control.
 MK1440
 MK1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1440.See file dsdata.pdf to determine how the superseded data were derived.
 MK1440
 MK1440_MARKER: DB = BENCH MARK DISK
 MK1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1440_STAMPING: H 325 1950
 MK1440_MARK LOGO: CGS
 MK1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1440+STABILITY: SURFACE MOTION
 MK1440
 MK1440  HISTORY     - Date     Condition        Report By
 MK1440  HISTORY     - 1950     MONUMENTED       CGS
 MK1440
 MK1440                          STATION DESCRIPTION
 MK1440
 MK1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1440'5 MI N FROM POLK.
 MK1440'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1440'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1440'1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1440'125 FEET NORTHEAST OF A BARN, AT THE NORTHEAST CORNER OF A BARN
 MK1440'LOT, 105 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1440'36 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 3.8
 MK1440'FEET SOUTHEAST OF A FENCE CORNER, 1.4 FEET EAST OF A FENCE,
 MK1440'2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1440'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1504 ***********************************************************************
 MK1504  DESIGNATION -  H 326
 MK1504  PID         -  MK1504
 MK1504  STATE/COUNTY-  NE/POLK
 MK1504  COUNTRY     -  US
 MK1504  USGS QUAD   -  OSCEOLA (2017)
 MK1504
 MK1504                         *CURRENT SURVEY CONTROL
 MK1504  ______________________________________________________________________
 MK1504* NAD 83(1986) POSITION- 41 10 39.     (N) 097 33 24.     (W)   SCALED
 MK1504* NAVD 88 ORTHO HEIGHT -   498.830 (meters)     1636.58  (feet) ADJUSTED
 MK1504  ______________________________________________________________________
 MK1504  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 MK1504  DYNAMIC HEIGHT  -        498.586 (meters)     1635.78  (feet) COMP
 MK1504  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 MK1504
 MK1504  VERT ORDER      -  SECOND    CLASS 0
 MK1504
 MK1504.The horizontal coordinates were scaled from a map and have
 MK1504.an estimated accuracy of +/- 6 seconds.
 MK1504
 MK1504.The orthometric height was determined by differential leveling and
 MK1504.adjusted by the NATIONAL GEODETIC SURVEY
 MK1504.in June 1991.
 MK1504
 MK1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1504.GEOID18 height accuracy estimate available here.
 MK1504
 MK1504.Click photographs - Photos may exist for this station.
 MK1504
 MK1504.The dynamic height is computed by dividing the NAVD 88
 MK1504.geopotential number by the normal gravity value computed on the
 MK1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1504.degrees latitude (g = 980.6199 gals.).
 MK1504
 MK1504.The modeled gravity was interpolated from observed gravity values.
 MK1504
 MK1504;                    North         East    Units  Estimated Accuracy
 MK1504;SPC NE       -   152,130.      704,920.      MT  (+/- 180 meters Scaled)
 MK1504
 MK1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL210594(NAD 83)
 MK1504
 MK1504                          SUPERSEDED SURVEY CONTROL
 MK1504
 MK1504  NGVD 29 (??/??/92)  498.628  (m)         1635.92   (f) ADJ UNCH    2 0
 MK1504
 MK1504.Superseded values are not recommended for survey control.
 MK1504
 MK1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1504.See file dsdata.pdf to determine how the superseded data were derived.
 MK1504
 MK1504_MARKER: DB = BENCH MARK DISK
 MK1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1504_STAMPING: H 326 1950
 MK1504_MARK LOGO: CGS
 MK1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1504+STABILITY: SURFACE MOTION
 MK1504
 MK1504  HISTORY     - Date     Condition        Report By
 MK1504  HISTORY     - 1950     MONUMENTED       CGS
 MK1504  HISTORY     - 1964     POOR             USGS
 MK1504
 MK1504                          STATION DESCRIPTION
 MK1504
 MK1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1504'0.5 MI W FROM OSECOLA.
 MK1504'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE
 MK1504'HIGH SCHOOL AT OSCEOLA, AT THE JUNCTION OF THE CITY ROUTE AND
 MK1504'THE MAIN HIGHWAY, 400 FEET WEST OF A HOUSE, 62 FEET NORTH OF THE
 MK1504'CENTER LINE OF THE CITY ROUTE, 48 FEET SOUTHEAST OF THE CENTER
 MK1504'LINE OF THE MAIN HIGHWAY, 2.3 FEET SOUTH OF A WITNESS POST, SET
 MK1504'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1504'THE GROUND.
 MK1504
 MK1504                          STATION RECOVERY (1964)
 MK1504
 MK1504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1504'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1461 ***********************************************************************
 MK1461  DESIGNATION -  H 327
 MK1461  PID         -  MK1461
 MK1461  STATE/COUNTY-  NE/POLK
 MK1461  COUNTRY     -  US
 MK1461  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1461
 MK1461                         *CURRENT SURVEY CONTROL
 MK1461  ______________________________________________________________________
 MK1461* NAD 83(1986) POSITION- 41 15 00.     (N) 097 36 02.     (W)   SCALED
 MK1461* NAVD 88 ORTHO HEIGHT -   480.521 (meters)     1576.51  (feet) ADJUSTED
 MK1461  ______________________________________________________________________
 MK1461  GEOID HEIGHT    -        -25.501 (meters)                     GEOID18
 MK1461  DYNAMIC HEIGHT  -        480.294 (meters)     1575.76  (feet) COMP
 MK1461  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 MK1461
 MK1461  VERT ORDER      -  SECOND    CLASS 0
 MK1461
 MK1461.The horizontal coordinates were scaled from a map and have
 MK1461.an estimated accuracy of +/- 6 seconds.
 MK1461
 MK1461.The orthometric height was determined by differential leveling and
 MK1461.adjusted by the NATIONAL GEODETIC SURVEY
 MK1461.in June 1991.
 MK1461
 MK1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1461.GEOID18 height accuracy estimate available here.
 MK1461
 MK1461.Click photographs - Photos may exist for this station.
 MK1461
 MK1461.The dynamic height is computed by dividing the NAVD 88
 MK1461.geopotential number by the normal gravity value computed on the
 MK1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1461.degrees latitude (g = 980.6199 gals.).
 MK1461
 MK1461.The modeled gravity was interpolated from observed gravity values.
 MK1461
 MK1461;                    North         East    Units  Estimated Accuracy
 MK1461;SPC NE       -   160,080.      701,020.      MT  (+/- 180 meters Scaled)
 MK1461
 MK1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL172674(NAD 83)
 MK1461
 MK1461                          SUPERSEDED SURVEY CONTROL
 MK1461
 MK1461  NGVD 29 (??/??/92)  480.321  (m)         1575.85   (f) ADJ UNCH    2 0
 MK1461
 MK1461.Superseded values are not recommended for survey control.
 MK1461
 MK1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1461.See file dsdata.pdf to determine how the superseded data were derived.
 MK1461
 MK1461_MARKER: DB = BENCH MARK DISK
 MK1461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1461_SP_SET: BRIDGE
 MK1461_STAMPING: H 327 1950
 MK1461_MARK LOGO: CGS
 MK1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1461
 MK1461  HISTORY     - Date     Condition        Report By
 MK1461  HISTORY     - 1950     MONUMENTED       CGS
 MK1461  HISTORY     - 20101001 MARK NOT FOUND   INDIV
 MK1461
 MK1461                          STATION DESCRIPTION
 MK1461
 MK1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1461'7.5 MI SE FROM SILVER CREEK.
 MK1461'4.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1461'SILVER CREEK, THENCE 2.9 MILES EAST ALONG A GRAVELED ROAD, 0.1
 MK1461'MILE WEST OF A ROAD INTERSECTION, 12 FEET SOUTH OF THE CENTER
 MK1461'LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE
 MK1461'SOUTHEAST WINGWALL OF A BRIDGE, LEVEL WITH THE ROAD.
 MK1461
 MK1461                          STATION RECOVERY (2010)
 MK1461
 MK1461'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0507 ***********************************************************************
 ML0507  DESIGNATION -  H 328
 ML0507  PID         -  ML0507
 ML0507  STATE/COUNTY-  NE/VALLEY
 ML0507  COUNTRY     -  US
 ML0507  USGS QUAD   -  ORD (2017)
 ML0507
 ML0507                         *CURRENT SURVEY CONTROL
 ML0507  ______________________________________________________________________
 ML0507* NAD 83(1986) POSITION- 41 34 57.     (N) 098 56 55.     (W)   SCALED
 ML0507* NAVD 88 ORTHO HEIGHT -   646.904 (meters)     2122.38  (feet) ADJUSTED
 ML0507  ______________________________________________________________________
 ML0507  GEOID HEIGHT    -        -23.868 (meters)                     GEOID18
 ML0507  DYNAMIC HEIGHT  -        646.590 (meters)     2121.35  (feet) COMP
 ML0507  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 ML0507
 ML0507  VERT ORDER      -  SECOND    CLASS 0
 ML0507
 ML0507.The horizontal coordinates were scaled from a map and have
 ML0507.an estimated accuracy of +/- 6 seconds.
 ML0507
 ML0507.The orthometric height was determined by differential leveling and
 ML0507.adjusted by the NATIONAL GEODETIC SURVEY
 ML0507.in June 1991.
 ML0507
 ML0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0507.GEOID18 height accuracy estimate available here.
 ML0507
 ML0507.Click photographs - Photos may exist for this station.
 ML0507
 ML0507.The dynamic height is computed by dividing the NAVD 88
 ML0507.geopotential number by the normal gravity value computed on the
 ML0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0507.degrees latitude (g = 980.6199 gals.).
 ML0507
 ML0507.The modeled gravity was interpolated from observed gravity values.
 ML0507
 ML0507;                    North         East    Units  Estimated Accuracy
 ML0507;SPC NE       -   194,740.      587,640.      MT  (+/- 180 meters Scaled)
 ML0507
 ML0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM042034(NAD 83)
 ML0507
 ML0507                          SUPERSEDED SURVEY CONTROL
 ML0507
 ML0507  NGVD 29 (??/??/92)  646.654  (m)         2121.56   (f) ADJ UNCH    2 0
 ML0507
 ML0507.Superseded values are not recommended for survey control.
 ML0507
 ML0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0507.See file dsdata.pdf to determine how the superseded data were derived.
 ML0507
 ML0507_MARKER: DB = BENCH MARK DISK
 ML0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0507_SP_SET: BRIDGE
 ML0507_STAMPING: H 328 1950
 ML0507_MARK LOGO: CGS
 ML0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0507
 ML0507  HISTORY     - Date     Condition        Report By
 ML0507  HISTORY     - 1950     MONUMENTED       CGS
 ML0507
 ML0507                          STATION DESCRIPTION
 ML0507
 ML0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0507'2 MI SW FROM ORD.
 ML0507'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0507'AT ORD, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0507'2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 ML0507'SOUTH END OF THE SOUTH WINGWALL OF A BRIDGE, 10 FEET SOUTH OF
 ML0507'THE SOUTH CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0306 ***********************************************************************
 ML0306  DESIGNATION -  H 329
 ML0306  PID         -  ML0306
 ML0306  STATE/COUNTY-  NE/SHERMAN
 ML0306  COUNTRY     -  US
 ML0306  USGS QUAD   -  LOUP CITY SE (2017)
 ML0306
 ML0306                         *CURRENT SURVEY CONTROL
 ML0306  ______________________________________________________________________
 ML0306* NAD 83(1986) POSITION- 41 18 29.     (N) 098 50 32.     (W)   SCALED
 ML0306* NAVD 88 ORTHO HEIGHT -   658.957 (meters)     2161.93  (feet) ADJUSTED
 ML0306  ______________________________________________________________________
 ML0306  GEOID HEIGHT    -        -24.111 (meters)                     GEOID18
 ML0306  DYNAMIC HEIGHT  -        658.618 (meters)     2160.82  (feet) COMP
 ML0306  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 ML0306
 ML0306  VERT ORDER      -  FIRST     CLASS II
 ML0306
 ML0306.The horizontal coordinates were scaled from a map and have
 ML0306.an estimated accuracy of +/- 6 seconds.
 ML0306
 ML0306.The orthometric height was determined by differential leveling and
 ML0306.adjusted by the NATIONAL GEODETIC SURVEY
 ML0306.in June 1991.
 ML0306
 ML0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0306.GEOID18 height accuracy estimate available here.
 ML0306
 ML0306.Click photographs - Photos may exist for this station.
 ML0306
 ML0306.The dynamic height is computed by dividing the NAVD 88
 ML0306.geopotential number by the normal gravity value computed on the
 ML0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0306.degrees latitude (g = 980.6199 gals.).
 ML0306
 ML0306.The modeled gravity was interpolated from observed gravity values.
 ML0306
 ML0306;                    North         East    Units  Estimated Accuracy
 ML0306;SPC NE       -   164,380.      596,920.      MT  (+/- 180 meters Scaled)
 ML0306
 ML0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132729(NAD 83)
 ML0306
 ML0306                          SUPERSEDED SURVEY CONTROL
 ML0306
 ML0306  NGVD 29 (??/??/92)  658.708  (m)         2161.11   (f) ADJ UNCH    1 2
 ML0306
 ML0306.Superseded values are not recommended for survey control.
 ML0306
 ML0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0306.See file dsdata.pdf to determine how the superseded data were derived.
 ML0306
 ML0306_MARKER: DB = BENCH MARK DISK
 ML0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0306_STAMPING: H 329 1950
 ML0306_MARK LOGO: CGS
 ML0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0306+STABILITY: SURFACE MOTION
 ML0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0306+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 ML0306
 ML0306  HISTORY     - Date     Condition        Report By
 ML0306  HISTORY     - 1950     MONUMENTED       CGS
 ML0306  HISTORY     - 20140619 GOOD             WOOLPT
 ML0306
 ML0306                          STATION DESCRIPTION
 ML0306
 ML0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0306'6.6 MI NW FROM ASHTON.
 ML0306'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0306'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0306'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 ML0306'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 ML0306'AT A JUNCTION WITH A ROAD LEADING EAST, 23 FEET WEST OF THE
 ML0306'CENTER LINE OF A NORTH AND SOUTH ROAD, 39 FEET SOUTH OF THE
 ML0306'CENTER LINE OF THE ROAD LEADING EAST, 2 FEET SOUTHWEST OF A
 ML0306'FENCE CORNER, 1.3 FEET WEST OF A NORTH AND SOUTH FENCE, 1.4 FEET
 ML0306'SOUTH OF AN EAST AND WEST FENCE, 2 FEET NORTHWEST OF A WITNESS
 ML0306'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 ML0306'ABOVE THE GROUND.
 ML0306
 ML0306                          STATION RECOVERY (2014)
 ML0306
 ML0306'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DJK)
 ML0306'MARK WAS RECOVERED IN GOOD CONDITION. THE MARK WAS PREVIOUSLY
 ML0306'REPORTED AS NOT SUITABLE FOR GPS OBSERVATIONS. VEGETATION HAS BEEN
 ML0306'REMOVED AND THE MARK IS NOW SUITABLE FOR GPS WITH A CLEAR VIEW OF THE
 ML0306'
 ML0306'SKY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0081 ***********************************************************************
 LK0081  DESIGNATION -  H 33
 LK0081  PID         -  LK0081
 LK0081  STATE/COUNTY-  NE/DUNDY
 LK0081  COUNTRY     -  US
 LK0081  USGS QUAD   -  LAIRD (2019)
 LK0081
 LK0081                         *CURRENT SURVEY CONTROL
 LK0081  ______________________________________________________________________
 LK0081* NAD 83(1986) POSITION- 40 03 48.02   (N) 102 02 45.81   (W)   HD_HELD1
 LK0081* NAVD 88 ORTHO HEIGHT -  1021.452 (meters)     3351.21  (feet) ADJUSTED
 LK0081  ______________________________________________________________________
 LK0081  GEOID HEIGHT    -        -22.414 (meters)                     GEOID18
 LK0081  DYNAMIC HEIGHT  -       1020.691 (meters)     3348.72  (feet) COMP
 LK0081  MODELED GRAVITY -    979,845.4   (mgal)                       NAVD 88
 LK0081
 LK0081  VERT ORDER      -  FIRST     CLASS II
 LK0081
 LK0081.The horizontal coordinates were determined by differentially corrected
 LK0081.hand held GPS observations or other comparable positioning techniques
 LK0081.and have an estimated accuracy of +/- 3 meters.
 LK0081
 LK0081.The orthometric height was determined by differential leveling and
 LK0081.adjusted by the NATIONAL GEODETIC SURVEY
 LK0081.in June 1991.
 LK0081
 LK0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0081.GEOID18 height accuracy estimate available here.
 LK0081
 LK0081.Click photographs - Photos may exist for this station.
 LK0081
 LK0081.The dynamic height is computed by dividing the NAVD 88
 LK0081.geopotential number by the normal gravity value computed on the
 LK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0081.degrees latitude (g = 980.6199 gals.).
 LK0081
 LK0081.The modeled gravity was interpolated from observed gravity values.
 LK0081
 LK0081;                    North         East    Units  Estimated Accuracy
 LK0081;SPC NE       -    27,604.3     325,461.9     MT  (+/- 3 meters HH1 GPS) 
 LK0081
 LK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5193338969(NAD 83)
 LK0081
 LK0081                          SUPERSEDED SURVEY CONTROL
 LK0081
 LK0081  NGVD 29 (??/??/92) 1020.993  (m)         3349.71   (f) ADJ UNCH    1 2
 LK0081
 LK0081.Superseded values are not recommended for survey control.
 LK0081
 LK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0081.See file dsdata.pdf to determine how the superseded data were derived.
 LK0081
 LK0081_MARKER: DB = BENCH MARK DISK
 LK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0081_STAMPING: 3349.708 H 33 1933
 LK0081_MARK LOGO: CGS
 LK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0081+STABILITY: SURFACE MOTION
 LK0081
 LK0081  HISTORY     - Date     Condition        Report By
 LK0081  HISTORY     - 1933     MONUMENTED       CGS
 LK0081  HISTORY     - 1934     GOOD             CGS
 LK0081
 LK0081                          STATION DESCRIPTION
 LK0081
 LK0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0081'3 MI E FROM LAIRD.
 LK0081'IN DUNDY COUNTY, NEBRASKA, 3.0 MILES EAST ALONG THE CHICAGO,
 LK0081'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LAIRD, YUMA
 LK0081'COUNTY, COLORADO, 13 POLES EAST OF THE NEBRASKA-COLORADO STATE
 LK0081'LINE, 10-1/2 POLES EAST OF MILEPOST 368, 41 FEET NORTH OF THE
 LK0081'CENTERLINE OF U.S. HIGHWAY 34, AND 42 FEET SOUTH OF THE SOUTH
 LK0081'RAIL.  A STANDARD DISK, STAMPED H 33 1933 AND SET IN
 LK0081'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LK0081'NOW STAMPED 3349.708 H 33 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0909 ***********************************************************************
 MK0909  DESIGNATION -  H 330
 MK0909  PID         -  MK0909
 MK0909  STATE/COUNTY-  NE/SAUNDERS
 MK0909  COUNTRY     -  US
 MK0909  USGS QUAD   -  NORTH BEND (2017)
 MK0909
 MK0909                         *CURRENT SURVEY CONTROL
 MK0909  ______________________________________________________________________
 MK0909* NAD 83(1986) POSITION- 41 26 57.     (N) 096 46 23.     (W)   SCALED
 MK0909* NAVD 88 ORTHO HEIGHT -   390.534 (meters)     1281.28  (feet) ADJUSTED
 MK0909  ______________________________________________________________________
 MK0909  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 MK0909  DYNAMIC HEIGHT  -        390.368 (meters)     1280.73  (feet) COMP
 MK0909  MODELED GRAVITY -    980,187.0   (mgal)                       NAVD 88
 MK0909
 MK0909  VERT ORDER      -  SECOND    CLASS 0
 MK0909
 MK0909.The horizontal coordinates were scaled from a map and have
 MK0909.an estimated accuracy of +/- 6 seconds.
 MK0909
 MK0909.The orthometric height was determined by differential leveling and
 MK0909.adjusted by the NATIONAL GEODETIC SURVEY
 MK0909.in June 1991.
 MK0909
 MK0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0909.GEOID18 height accuracy estimate available here.
 MK0909
 MK0909.Click photographs - Photos may exist for this station.
 MK0909
 MK0909.The dynamic height is computed by dividing the NAVD 88
 MK0909.geopotential number by the normal gravity value computed on the
 MK0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0909.degrees latitude (g = 980.6199 gals.).
 MK0909
 MK0909.The modeled gravity was interpolated from observed gravity values.
 MK0909
 MK0909;                    North         East    Units  Estimated Accuracy
 MK0909;SPC NE       -   184,430.      769,490.      MT  (+/- 180 meters Scaled)
 MK0909
 MK0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL860910(NAD 83)
 MK0909
 MK0909                          SUPERSEDED SURVEY CONTROL
 MK0909
 MK0909  NGVD 29 (??/??/92)  390.382  (m)         1280.78   (f) ADJ UNCH    2 0
 MK0909
 MK0909.Superseded values are not recommended for survey control.
 MK0909
 MK0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0909.See file dsdata.pdf to determine how the superseded data were derived.
 MK0909
 MK0909_MARKER: DB = BENCH MARK DISK
 MK0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0909_STAMPING: H 330 1950
 MK0909_MARK LOGO: CGS
 MK0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0909+STABILITY: SURFACE MOTION
 MK0909
 MK0909  HISTORY     - Date     Condition        Report By
 MK0909  HISTORY     - 1950     MONUMENTED       CGS
 MK0909
 MK0909                          STATION DESCRIPTION
 MK0909
 MK0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0909'0.9 MI S FROM NORTH BEND.
 MK0909'0.9 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE UNION PACIFIC
 MK0909'RAILROAD STATION AT NORTH BEND, 10 FEET WEST OF THE CENTER LINE
 MK0909'OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE SOUTHWEST
 MK0909'WINGWALL OF THE PLATTE RIVER BRIDGE, 14.0 FEET SOUTH OF THE
 MK0909'SOUTH END OF THE WEST GUARD RAIL OF THE BRIDGE, 2.1 FEET NORTH
 MK0909'OF THE SOUTH END OF THE WINGWALL AND ABOUT 1 FOOT ABOVE THE
 MK0909'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS 1.1 MILE NORTH OF
 MK0909'BENCH MARK J 330 1950.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0910 ***********************************************************************
 MK0910  DESIGNATION -  H 330 RESET
 MK0910  PID         -  MK0910
 MK0910  STATE/COUNTY-  NE/SAUNDERS
 MK0910  COUNTRY     -  US
 MK0910  USGS QUAD   -  NORTH BEND (2017)
 MK0910
 MK0910                         *CURRENT SURVEY CONTROL
 MK0910  ______________________________________________________________________
 MK0910* NAD 83(1986) POSITION- 41 26 57.     (N) 096 46 24.     (W)   SCALED
 MK0910* NAVD 88 ORTHO HEIGHT -   391.70  (meters)     1285.1   (feet) RESET
 MK0910  ______________________________________________________________________
 MK0910  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 MK0910  VERT ORDER      -  THIRD
 MK0910
 MK0910.The horizontal coordinates were scaled from a map and have
 MK0910.an estimated accuracy of +/- 6 seconds.
 MK0910
 MK0910.The orthometric height was computed from unverified reset data.
 MK0910
 MK0910.No vertical observational check was made to the station.
 MK0910
 MK0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0910.GEOID18 height accuracy estimate available here.
 MK0910
 MK0910.Click photographs - Photos may exist for this station.
 MK0910
 MK0910;                    North         East    Units  Estimated Accuracy
 MK0910;SPC NE       -   184,430.      769,470.      MT  (+/- 180 meters Scaled)
 MK0910
 MK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL859910(NAD 83)
 MK0910
 MK0910                          SUPERSEDED SURVEY CONTROL
 MK0910
 MK0910  NGVD 29 (01/31/13)  391.55   (m)         1284.6    (f) RESET       3  
 MK0910
 MK0910.Superseded values are not recommended for survey control.
 MK0910
 MK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0910.See file dsdata.pdf to determine how the superseded data were derived.
 MK0910
 MK0910_MARKER: DV = VERTICAL CONTROL DISK
 MK0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0910_SP_SET: BRIDGE
 MK0910_STAMPING: H 330 RESET 1974
 MK0910_MARK LOGO: NGS
 MK0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0910
 MK0910  HISTORY     - Date     Condition        Report By
 MK0910  HISTORY     - 1974     MONUMENTED       NEDR
 MK0910
 MK0910                          STATION DESCRIPTION
 MK0910
 MK0910'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 MK0910'0.9 MI S FROM NORTH BEND.
 MK0910'0.9 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE UNION PACIFIC
 MK0910'RAILROAD STATION AT NORTH BEND, 20.5 FEET WEST OF THE CENTERLINE
 MK0910'OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST BUTTRESS OF THE
 MK0910'PLATTE RIVER BRIDGE, 1.0 FEET SOUTH OF THE SOUTH END OF THE
 MK0910'WEST HANDRAIL OF THE BRIDGE, 2.5 FEET NORTH OF THE SOUTH END
 MK0910'OF THE BRIDGE FLOOR AND 2.6 FEET ABOVE THE LEVEL OF THE GUTTER
 MK0910'OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1338 ***********************************************************************
 MK1338  DESIGNATION -  H 331
 MK1338  PID         -  MK1338
 MK1338  STATE/COUNTY-  NE/BUTLER
 MK1338  COUNTRY     -  US
 MK1338  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1338
 MK1338                         *CURRENT SURVEY CONTROL
 MK1338  ______________________________________________________________________
 MK1338* NAD 83(1986) POSITION- 41 21 06.     (N) 097 10 34.     (W)   SCALED
 MK1338* NAVD 88 ORTHO HEIGHT -   432.796 (meters)     1419.93  (feet) ADJUSTED
 MK1338  ______________________________________________________________________
 MK1338  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 MK1338  DYNAMIC HEIGHT  -        432.601 (meters)     1419.29  (feet) COMP
 MK1338  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 MK1338
 MK1338  VERT ORDER      -  SECOND    CLASS 0
 MK1338
 MK1338.The horizontal coordinates were scaled from a map and have
 MK1338.an estimated accuracy of +/- 6 seconds.
 MK1338
 MK1338.The orthometric height was determined by differential leveling and
 MK1338.adjusted by the NATIONAL GEODETIC SURVEY
 MK1338.in June 1991.
 MK1338
 MK1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1338.GEOID18 height accuracy estimate available here.
 MK1338
 MK1338.Click photographs - Photos may exist for this station.
 MK1338
 MK1338.The dynamic height is computed by dividing the NAVD 88
 MK1338.geopotential number by the normal gravity value computed on the
 MK1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1338.degrees latitude (g = 980.6199 gals.).
 MK1338
 MK1338.The modeled gravity was interpolated from observed gravity values.
 MK1338
 MK1338;                    North         East    Units  Estimated Accuracy
 MK1338;SPC NE       -   172,430.      736,200.      MT  (+/- 180 meters Scaled)
 MK1338
 MK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL525794(NAD 83)
 MK1338
 MK1338                          SUPERSEDED SURVEY CONTROL
 MK1338
 MK1338  NGVD 29 (??/??/92)  432.623  (m)         1419.36   (f) ADJ UNCH    2 0
 MK1338
 MK1338.Superseded values are not recommended for survey control.
 MK1338
 MK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1338.See file dsdata.pdf to determine how the superseded data were derived.
 MK1338
 MK1338_MARKER: DB = BENCH MARK DISK
 MK1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1338_STAMPING: H 331 1950
 MK1338_MARK LOGO: CGS
 MK1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1338+STABILITY: SURFACE MOTION
 MK1338
 MK1338  HISTORY     - Date     Condition        Report By
 MK1338  HISTORY     - 1950     MONUMENTED       CGS
 MK1338
 MK1338                          STATION DESCRIPTION
 MK1338
 MK1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1338'3.8 MI NE FROM BELLWOOD.
 MK1338'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO BURLINGTON
 MK1338'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1338'ALONG A GRAVELED ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED
 MK1338'ROAD, 40 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1338'35 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24
 MK1338'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 MK1338'9 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.4 FEET
 MK1338'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1338'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0189 ***********************************************************************
 ML0189  DESIGNATION -  H 332
 ML0189  PID         -  ML0189
 ML0189  STATE/COUNTY-  NE/MERRICK
 ML0189  COUNTRY     -  US
 ML0189  USGS QUAD   -  PALMER (2017)
 ML0189
 ML0189                         *CURRENT SURVEY CONTROL
 ML0189  ______________________________________________________________________
 ML0189* NAD 83(1986) POSITION- 41 13 20.     (N) 098 15 37.     (W)   SCALED
 ML0189* NAVD 88 ORTHO HEIGHT -   547.299 (meters)     1795.60  (feet) ADJUSTED
 ML0189  ______________________________________________________________________
 ML0189  GEOID HEIGHT    -        -24.825 (meters)                     GEOID18
 ML0189  DYNAMIC HEIGHT  -        547.031 (meters)     1794.72  (feet) COMP
 ML0189  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 ML0189
 ML0189  VERT ORDER      -  SECOND    CLASS 0
 ML0189
 ML0189.The horizontal coordinates were scaled from a map and have
 ML0189.an estimated accuracy of +/- 6 seconds.
 ML0189
 ML0189.The orthometric height was determined by differential leveling and
 ML0189.adjusted by the NATIONAL GEODETIC SURVEY
 ML0189.in June 1991.
 ML0189
 ML0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0189.GEOID18 height accuracy estimate available here.
 ML0189
 ML0189.Click photographs - Photos may exist for this station.
 ML0189
 ML0189.The dynamic height is computed by dividing the NAVD 88
 ML0189.geopotential number by the normal gravity value computed on the
 ML0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0189.degrees latitude (g = 980.6199 gals.).
 ML0189
 ML0189.The modeled gravity was interpolated from observed gravity values.
 ML0189
 ML0189;                    North         East    Units  Estimated Accuracy
 ML0189;SPC NE       -   155,670.      645,820.      MT  (+/- 180 meters Scaled)
 ML0189
 ML0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL620636(NAD 83)
 ML0189
 ML0189                          SUPERSEDED SURVEY CONTROL
 ML0189
 ML0189  NGVD 29 (??/??/92)  547.066  (m)         1794.83   (f) ADJ UNCH    2 0
 ML0189
 ML0189.Superseded values are not recommended for survey control.
 ML0189
 ML0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0189.See file dsdata.pdf to determine how the superseded data were derived.
 ML0189
 ML0189_MARKER: DB = BENCH MARK DISK
 ML0189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ML0189_SP_SET: SMOKE STACK BASE
 ML0189_STAMPING: H 332 1950
 ML0189_MARK LOGO: CGS
 ML0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0189+STABILITY: SURFACE MOTION
 ML0189
 ML0189  HISTORY     - Date     Condition        Report By
 ML0189  HISTORY     - 1950     MONUMENTED       CGS
 ML0189  HISTORY     - 1985     GOOD
 ML0189
 ML0189                          STATION DESCRIPTION
 ML0189
 ML0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0189'AT PALMER.
 ML0189'AT PALMER, 181 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 ML0189'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 5.4 FEET WEST
 ML0189'OF THE WEST WALL OF THE CITY HALL, 6.3 FEET SOUTHWEST OF A STEEL
 ML0189'SMOKE STACK, SET IN THE TOP OF THE SOUTHWEST CORNER OF A 4 X 9
 ML0189'FOOT CONCRETE SMOKE STACK BASE.
 ML0189
 ML0189                          STATION RECOVERY (1985)
 ML0189
 ML0189'RECOVERED 1985
 ML0189'NOTE: SMOKE STACK NOT THERE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1364 ***********************************************************************
 MK1364  DESIGNATION -  H 333
 MK1364  PID         -  MK1364
 MK1364  STATE/COUNTY-  NE/MERRICK
 MK1364  COUNTRY     -  US
 MK1364  USGS QUAD   -  POLK NW (2017)
 MK1364
 MK1364                         *CURRENT SURVEY CONTROL
 MK1364  ______________________________________________________________________
 MK1364* NAD 83(1986) POSITION- 41 10 08.     (N) 097 57 49.     (W)   SCALED
 MK1364* NAVD 88 ORTHO HEIGHT -   509.970 (meters)     1673.13  (feet) ADJUSTED
 MK1364  ______________________________________________________________________
 MK1364  GEOID HEIGHT    -        -25.217 (meters)                     GEOID18
 MK1364  DYNAMIC HEIGHT  -        509.722 (meters)     1672.31  (feet) COMP
 MK1364  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 MK1364
 MK1364  VERT ORDER      -  FIRST     CLASS II
 MK1364
 MK1364.The horizontal coordinates were scaled from a map and have
 MK1364.an estimated accuracy of +/- 6 seconds.
 MK1364
 MK1364.The orthometric height was determined by differential leveling and
 MK1364.adjusted by the NATIONAL GEODETIC SURVEY
 MK1364.in June 1991.
 MK1364
 MK1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1364.GEOID18 height accuracy estimate available here.
 MK1364
 MK1364.Click photographs - Photos may exist for this station.
 MK1364
 MK1364.The dynamic height is computed by dividing the NAVD 88
 MK1364.geopotential number by the normal gravity value computed on the
 MK1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1364.degrees latitude (g = 980.6199 gals.).
 MK1364
 MK1364.The modeled gravity was interpolated from observed gravity values.
 MK1364
 MK1364;                    North         East    Units  Estimated Accuracy
 MK1364;SPC NE       -   150,290.      670,820.      MT  (+/- 180 meters Scaled)
 MK1364
 MK1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL869580(NAD 83)
 MK1364
 MK1364                          SUPERSEDED SURVEY CONTROL
 MK1364
 MK1364  NGVD 29 (??/??/92)  509.756  (m)         1672.42   (f) ADJ UNCH    1 2
 MK1364
 MK1364.Superseded values are not recommended for survey control.
 MK1364
 MK1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1364.See file dsdata.pdf to determine how the superseded data were derived.
 MK1364
 MK1364_MARKER: DB = BENCH MARK DISK
 MK1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1364_STAMPING: H 333 1950
 MK1364_MARK LOGO: CGS
 MK1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1364+STABILITY: SURFACE MOTION
 MK1364
 MK1364  HISTORY     - Date     Condition        Report By
 MK1364  HISTORY     - 1950     MONUMENTED       CGS
 MK1364
 MK1364                          STATION DESCRIPTION
 MK1364
 MK1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1364'4.7 MI NE FROM CENTRAL CITY.
 MK1364'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1364'STATION AT CENTRAL CITY, THENCE 2.0 MILES NORTH ALONG A GRADED
 MK1364'DIRT ROAD, 84 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 55
 MK1364'FEET WEST OF A FENCE, 43 FEET WEST OF A POWER POLE, 1.5 FEET
 MK1364'NORTH OF AN EAST AND WEST FENCE, 0.2 MILE SOUTH OF A FARMHOUSE, 1
 MK1364'FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1364'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0163 ***********************************************************************
 LH0163  DESIGNATION -  H 334 RESET
 LH0163  PID         -  LH0163
 LH0163  STATE/COUNTY-  NE/HAMILTON
 LH0163  COUNTRY     -  US
 LH0163  USGS QUAD   -  MURPHY (2017)
 LH0163
 LH0163                         *CURRENT SURVEY CONTROL
 LH0163  ______________________________________________________________________
 LH0163* NAD 83(1986) POSITION- 40 57 29.     (N) 098 04 27.     (W)   SCALED
 LH0163* NAVD 88 ORTHO HEIGHT -   558.13  (meters)     1831.1   (feet) RESET
 LH0163  ______________________________________________________________________
 LH0163  GEOID HEIGHT    -        -25.396 (meters)                     GEOID18
 LH0163  VERT ORDER      -  THIRD
 LH0163
 LH0163.The horizontal coordinates were scaled from a map and have
 LH0163.an estimated accuracy of +/- 6 seconds.
 LH0163
 LH0163.The orthometric height was computed from unverified reset data.
 LH0163
 LH0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0163.GEOID18 height accuracy estimate available here.
 LH0163
 LH0163.Click photographs - Photos may exist for this station.
 LH0163
 LH0163;                    North         East    Units  Estimated Accuracy
 LH0163;SPC NE       -   126,680.      662,070.      MT  (+/- 180 meters Scaled)
 LH0163
 LH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779345(NAD 83)
 LH0163
 LH0163                          SUPERSEDED SURVEY CONTROL
 LH0163
 LH0163  NGVD 29 (??/??/??)  557.90   (m)         1830.4    (f) RESET       3  
 LH0163
 LH0163.Superseded values are not recommended for survey control.
 LH0163
 LH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0163.See file dsdata.pdf to determine how the superseded data were derived.
 LH0163
 LH0163_MARKER: DB = BENCH MARK DISK
 LH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0163_STAMPING: H 334 RESET 1965
 LH0163_MARK LOGO: CGS
 LH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0163+STABILITY: SURFACE MOTION
 LH0163
 LH0163  HISTORY     - Date     Condition        Report By
 LH0163  HISTORY     - 1965     MONUMENTED       CGS
 LH0163
 LH0163                          STATION DESCRIPTION
 LH0163
 LH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LH0163'6.6 MI SW FROM MARQUETTE.
 LH0163'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0163'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0163'2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH
 LH0163'ALONG A GRAVELED ROAD, 36 FEET WEST OF THE CENTER OF A GRAVELED
 LH0163'ROAD, 29 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 13.5 FEET
 LH0163'NORTHEAST OF A 24 INCH PINE TREE (NORTH ONE OF TWO), 1.5 FEET
 LH0163'NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, AND IS
 LH0163'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0128 ***********************************************************************
 LH0128  DESIGNATION -  H 336
 LH0128  PID         -  LH0128
 LH0128  STATE/COUNTY-  NE/HAMILTON
 LH0128  COUNTRY     -  US
 LH0128  USGS QUAD   -  GILTNER (2017)
 LH0128
 LH0128                         *CURRENT SURVEY CONTROL
 LH0128  ______________________________________________________________________
 LH0128* NAD 83(1986) POSITION- 40 50 36.52   (N) 098 10 08.04   (W)   HD_HELD1
 LH0128* NAVD 88 ORTHO HEIGHT -   569.894 (meters)     1869.73  (feet) ADJUSTED
 LH0128  ______________________________________________________________________
 LH0128  GEOID HEIGHT    -        -25.364 (meters)                     GEOID18
 LH0128  DYNAMIC HEIGHT  -        569.594 (meters)     1868.74  (feet) COMP
 LH0128  MODELED GRAVITY -    980,078.7   (mgal)                       NAVD 88
 LH0128
 LH0128  VERT ORDER      -  SECOND    CLASS 0
 LH0128
 LH0128.The horizontal coordinates were determined by differentially corrected
 LH0128.hand held GPS observations or other comparable positioning techniques
 LH0128.and have an estimated accuracy of +/- 3 meters.
 LH0128
 LH0128.The orthometric height was determined by differential leveling and
 LH0128.adjusted by the NATIONAL GEODETIC SURVEY
 LH0128.in June 1991.
 LH0128
 LH0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0128.GEOID18 height accuracy estimate available here.
 LH0128
 LH0128.Click photographs - Photos may exist for this station.
 LH0128
 LH0128.The dynamic height is computed by dividing the NAVD 88
 LH0128.geopotential number by the normal gravity value computed on the
 LH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0128.degrees latitude (g = 980.6199 gals.).
 LH0128
 LH0128.The modeled gravity was interpolated from observed gravity values.
 LH0128
 LH0128;                    North         East    Units  Estimated Accuracy
 LH0128;SPC NE       -   113,788.5     654,369.8     MT  (+/- 3 meters HH1 GPS) 
 LH0128
 LH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7006221714(NAD 83)
 LH0128
 LH0128                          SUPERSEDED SURVEY CONTROL
 LH0128
 LH0128  NGVD 29 (??/??/92)  569.658  (m)         1868.95   (f) ADJ UNCH    2 0
 LH0128
 LH0128.Superseded values are not recommended for survey control.
 LH0128
 LH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0128.See file dsdata.pdf to determine how the superseded data were derived.
 LH0128
 LH0128_MARKER: DB = BENCH MARK DISK
 LH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0128_STAMPING: H 336 1950
 LH0128_MARK LOGO: CGS
 LH0128_PROJECTION: FLUSH
 LH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0128+STABILITY: SURFACE MOTION
 LH0128
 LH0128  HISTORY     - Date     Condition        Report By
 LH0128  HISTORY     - 1950     MONUMENTED       CGS
 LH0128
 LH0128                          STATION DESCRIPTION
 LH0128
 LH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0128'5.5 MI SE FROM PHILLIPS.
 LH0128'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0128'FROM THE STATION AT PHILLIPS, THENCE 3.1 MILES SOUTH ALONG A
 LH0128'GRADED DIRT ROAD, AT A ROAD INTERSECTION, 58 FEET WEST OF THE
 LH0128'CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH OF THE
 LH0128'CENTER LINE OF AN EAST AND WEST ROAD, 21.6 FEET WEST OF A FENCE
 LH0128'CORNER, 17.5 FEET WEST OF A POWER POLE, 1.7 FEET NORTH OF A
 LH0128'FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0128'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1287 ***********************************************************************
 MK1287  DESIGNATION -  H 337
 MK1287  PID         -  MK1287
 MK1287  STATE/COUNTY-  NE/BUTLER
 MK1287  COUNTRY     -  US
 MK1287  USGS QUAD   -  COLUMBUS SE (2017)
 MK1287
 MK1287                         *CURRENT SURVEY CONTROL
 MK1287  ______________________________________________________________________
 MK1287* NAD 83(1986) POSITION- 41 21 54.     (N) 097 15 49.     (W)   SCALED
 MK1287* NAVD 88 ORTHO HEIGHT -   436.910 (meters)     1433.43  (feet) ADJUSTED
 MK1287  ______________________________________________________________________
 MK1287  GEOID HEIGHT    -        -25.572 (meters)                     GEOID18
 MK1287  DYNAMIC HEIGHT  -        436.717 (meters)     1432.80  (feet) COMP
 MK1287  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 MK1287
 MK1287  VERT ORDER      -  SECOND    CLASS 0
 MK1287
 MK1287.The horizontal coordinates were scaled from a map and have
 MK1287.an estimated accuracy of +/- 6 seconds.
 MK1287
 MK1287.The orthometric height was determined by differential leveling and
 MK1287.adjusted by the NATIONAL GEODETIC SURVEY
 MK1287.in June 1991.
 MK1287
 MK1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1287.GEOID18 height accuracy estimate available here.
 MK1287
 MK1287.Click photographs - Photos may exist for this station.
 MK1287
 MK1287.The dynamic height is computed by dividing the NAVD 88
 MK1287.geopotential number by the normal gravity value computed on the
 MK1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1287.degrees latitude (g = 980.6199 gals.).
 MK1287
 MK1287.The modeled gravity was interpolated from observed gravity values.
 MK1287
 MK1287;                    North         East    Units  Estimated Accuracy
 MK1287;SPC NE       -   173,680.      728,840.      MT  (+/- 180 meters Scaled)
 MK1287
 MK1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL452807(NAD 83)
 MK1287
 MK1287                          SUPERSEDED SURVEY CONTROL
 MK1287
 MK1287  NGVD 29 (??/??/92)  436.735  (m)         1432.85   (f) ADJ UNCH    2 0
 MK1287
 MK1287.Superseded values are not recommended for survey control.
 MK1287
 MK1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1287.See file dsdata.pdf to determine how the superseded data were derived.
 MK1287
 MK1287_MARKER: DB = BENCH MARK DISK
 MK1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1287_STAMPING: H 337 1950
 MK1287_MARK LOGO: CGS
 MK1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1287+STABILITY: SURFACE MOTION
 MK1287
 MK1287  HISTORY     - Date     Condition        Report By
 MK1287  HISTORY     - 1950     MONUMENTED       CGS
 MK1287
 MK1287                          STATION DESCRIPTION
 MK1287
 MK1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1287'2.2 MI NW FROM BELLWOOD.
 MK1287'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1287'RAILROAD FROM THE STATION AT BELLWOOD, 0.35 MILE NORTHWEST OF
 MK1287'MILEPOST 63, 0.15 MILE SOUTHEAST OF A ROAD CROSSING, AT THE
 MK1287'NORTHWEST CORNER OF A CULTIVATED FIELD, 48.5 FEET SOUTHWEST OF
 MK1287'THE SOUTHWEST RAIL, 10 FEET NORTH OF A FENCE, 1.4 FEET SOUTH OF A
 MK1287'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1287'0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0465 ***********************************************************************
 NP0465  DESIGNATION -  H 340
 NP0465  PID         -  NP0465
 NP0465  STATE/COUNTY-  NE/SIOUX
 NP0465  COUNTRY     -  US
 NP0465  USGS QUAD   -  HARRISON WEST (2017)
 NP0465
 NP0465                         *CURRENT SURVEY CONTROL
 NP0465  ______________________________________________________________________
 NP0465* NAD 83(1986) POSITION- 42 40 54.     (N) 103 55 57.     (W)   SCALED
 NP0465* NAVD 88 ORTHO HEIGHT -  1495.303 (meters)     4905.84  (feet) ADJUSTED
 NP0465  ______________________________________________________________________
 NP0465  GEOID HEIGHT    -        -16.039 (meters)                     GEOID18
 NP0465  DYNAMIC HEIGHT  -       1494.412 (meters)     4902.92  (feet) COMP
 NP0465  MODELED GRAVITY -    979,972.2   (mgal)                       NAVD 88
 NP0465
 NP0465  VERT ORDER      -  FIRST     CLASS II
 NP0465
 NP0465.The horizontal coordinates were scaled from a map and have
 NP0465.an estimated accuracy of +/- 6 seconds.
 NP0465
 NP0465.The orthometric height was determined by differential leveling and
 NP0465.adjusted by the NATIONAL GEODETIC SURVEY
 NP0465.in June 1991.
 NP0465
 NP0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0465.GEOID18 height accuracy estimate available here.
 NP0465
 NP0465.Click photographs - Photos may exist for this station.
 NP0465
 NP0465.The dynamic height is computed by dividing the NAVD 88
 NP0465.geopotential number by the normal gravity value computed on the
 NP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0465.degrees latitude (g = 980.6199 gals.).
 NP0465
 NP0465.The modeled gravity was interpolated from observed gravity values.
 NP0465
 NP0465;                    North         East    Units  Estimated Accuracy
 NP0465;SPC NE       -   323,590.      177,840.      MT  (+/- 180 meters Scaled)
 NP0465
 NP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH874260(NAD 83)
 NP0465
 NP0465                          SUPERSEDED SURVEY CONTROL
 NP0465
 NP0465  NGVD 29 (??/??/92) 1494.602  (m)         4903.54   (f) ADJ UNCH    1 2
 NP0465
 NP0465.Superseded values are not recommended for survey control.
 NP0465
 NP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0465.See file dsdata.pdf to determine how the superseded data were derived.
 NP0465
 NP0465_MARKER: DB = BENCH MARK DISK
 NP0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0465_STAMPING: H 340 1954
 NP0465_MARK LOGO: CGS
 NP0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0465+STABILITY: SURFACE MOTION
 NP0465
 NP0465  HISTORY     - Date     Condition        Report By
 NP0465  HISTORY     - 1954     MONUMENTED       CGS
 NP0465
 NP0465                          STATION DESCRIPTION
 NP0465
 NP0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0465'2.6 MI W FROM HARRISON.
 NP0465'2.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0465'THE STATION AT HARRISON, 158 FEET SOUTHWEST OF THE CENTER OF A
 NP0465'PRIVATE ROAD CROSSING, 95 FEET SOUTH OF THE SOUTH RAIL, 35 FEET
 NP0465'SOUTH OF MILEPOST 463, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 NP0465'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0465'0.4 FOOT ABOVE THE GROUND.  IN THE NORTHEAST 1/4 OF SECTION
 NP0465'7, TOWNSHIP 31 NORTH, RANGE 56 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0434 ***********************************************************************
 NP0434  DESIGNATION -  H 341
 NP0434  PID         -  NP0434
 NP0434  STATE/COUNTY-  NE/SIOUX
 NP0434  COUNTRY     -  US
 NP0434  USGS QUAD   -  SMILEY CANYON (2017)
 NP0434
 NP0434                         *CURRENT SURVEY CONTROL
 NP0434  ______________________________________________________________________
 NP0434* NAD 83(1986) POSITION- 42 37 45.     (N) 103 30 51.     (W)   SCALED
 NP0434* NAVD 88 ORTHO HEIGHT -  1183.902 (meters)     3884.19  (feet) ADJUSTED
 NP0434  ______________________________________________________________________
 NP0434  GEOID HEIGHT    -        -17.319 (meters)                     GEOID18
 NP0434  DYNAMIC HEIGHT  -       1183.236 (meters)     3882.00  (feet) COMP
 NP0434  MODELED GRAVITY -    980,018.5   (mgal)                       NAVD 88
 NP0434
 NP0434  VERT ORDER      -  FIRST     CLASS II
 NP0434
 NP0434.The horizontal coordinates were scaled from a map and have
 NP0434.an estimated accuracy of +/- 6 seconds.
 NP0434
 NP0434.The orthometric height was determined by differential leveling and
 NP0434.adjusted by the NATIONAL GEODETIC SURVEY
 NP0434.in June 1991.
 NP0434
 NP0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0434.GEOID18 height accuracy estimate available here.
 NP0434
 NP0434.Click photographs - Photos may exist for this station.
 NP0434
 NP0434.The dynamic height is computed by dividing the NAVD 88
 NP0434.geopotential number by the normal gravity value computed on the
 NP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0434.degrees latitude (g = 980.6199 gals.).
 NP0434
 NP0434.The modeled gravity was interpolated from observed gravity values.
 NP0434
 NP0434;                    North         East    Units  Estimated Accuracy
 NP0434;SPC NE       -   316,290.      211,860.      MT  (+/- 180 meters Scaled)
 NP0434
 NP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH218207(NAD 83)
 NP0434
 NP0434                          SUPERSEDED SURVEY CONTROL
 NP0434
 NP0434  NGVD 29 (??/??/92) 1183.279  (m)         3882.14   (f) ADJ UNCH    1 2
 NP0434
 NP0434.Superseded values are not recommended for survey control.
 NP0434
 NP0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0434.See file dsdata.pdf to determine how the superseded data were derived.
 NP0434
 NP0434_MARKER: DB = BENCH MARK DISK
 NP0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0434_SP_SET: PILLAR
 NP0434_STAMPING: H 341 1954
 NP0434_MARK LOGO: CGS
 NP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0434
 NP0434  HISTORY     - Date     Condition        Report By
 NP0434  HISTORY     - 1954     MONUMENTED       CGS
 NP0434
 NP0434                          STATION DESCRIPTION
 NP0434
 NP0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0434'6.8 MI SW FROM CRAWFORD.
 NP0434'6.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0434'FROM THE STATION AT CRAWFORD, 10 POLES SOUTHWEST OF MILEPOST
 NP0434'439, 6.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET BELOW THE
 NP0434'TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST EDGE OF THE
 NP0434'CONCRETE PILLAR UNDER THE SOUTHWEST END OF THE NORTHWEST STEEL
 NP0434'GIRDER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0140 ***********************************************************************
 NP0140  DESIGNATION -  H 342
 NP0140  PID         -  NP0140
 NP0140  STATE/COUNTY-  NE/BOX BUTTE
 NP0140  COUNTRY     -  US
 NP0140  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0140
 NP0140                         *CURRENT SURVEY CONTROL
 NP0140  ______________________________________________________________________
 NP0140* NAD 83(1986) POSITION- 42 07 09.     (N) 102 54 02.     (W)   SCALED
 NP0140* NAVD 88 ORTHO HEIGHT -  1216.597 (meters)     3991.45  (feet) ADJUSTED
 NP0140  ______________________________________________________________________
 NP0140  GEOID HEIGHT    -        -18.636 (meters)                     GEOID18
 NP0140  DYNAMIC HEIGHT  -       1215.888 (meters)     3989.13  (feet) COMP
 NP0140  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 NP0140
 NP0140  VERT ORDER      -  FIRST     CLASS II
 NP0140
 NP0140.The horizontal coordinates were scaled from a map and have
 NP0140.an estimated accuracy of +/- 6 seconds.
 NP0140
 NP0140.The orthometric height was determined by differential leveling and
 NP0140.adjusted by the NATIONAL GEODETIC SURVEY
 NP0140.in June 1991.
 NP0140
 NP0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0140.GEOID18 height accuracy estimate available here.
 NP0140
 NP0140.Click photographs - Photos may exist for this station.
 NP0140
 NP0140.The dynamic height is computed by dividing the NAVD 88
 NP0140.geopotential number by the normal gravity value computed on the
 NP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0140.degrees latitude (g = 980.6199 gals.).
 NP0140
 NP0140.The modeled gravity was interpolated from observed gravity values.
 NP0140
 NP0140;                    North         East    Units  Estimated Accuracy
 NP0140;SPC NE       -   257,810.      260,250.      MT  (+/- 180 meters Scaled)
 NP0140
 NP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG735651(NAD 83)
 NP0140
 NP0140                          SUPERSEDED SURVEY CONTROL
 NP0140
 NP0140  NGVD 29 (??/??/92) 1216.008  (m)         3989.52   (f) ADJ UNCH    1 2
 NP0140
 NP0140.Superseded values are not recommended for survey control.
 NP0140
 NP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0140.See file dsdata.pdf to determine how the superseded data were derived.
 NP0140
 NP0140_MARKER: DB = BENCH MARK DISK
 NP0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0140_STAMPING: H 342 1956
 NP0140_MARK LOGO: CGS
 NP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0140+STABILITY: SURFACE MOTION
 NP0140
 NP0140  HISTORY     - Date     Condition        Report By
 NP0140  HISTORY     - 1956     MONUMENTED       CGS
 NP0140  HISTORY     - 1985     GOOD             NGS
 NP0140  HISTORY     - 1987     GOOD             USPSQD
 NP0140
 NP0140                          STATION DESCRIPTION
 NP0140
 NP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0140'2.5 MI NW FROM ALLIANCE.
 NP0140'2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0140'RAILROAD FROM THE STATION AT ALLIANCE, 158 FEET SOUTHEAST OF
 NP0140'MILEPOST 368, 175 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 NP0140'45 FEET NORTHEAST OF THE NORTHEAST RAIL, 35.5 FEET NORTHEAST OF A
 NP0140'BATTERY BOX, 5.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.8 FEET
 NP0140'SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET
 NP0140'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 NP0140'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 22, TOWNSHIP 25 NORTH,
 NP0140'RANGE 48 WEST.
 NP0140
 NP0140                          STATION RECOVERY (1985)
 NP0140
 NP0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0140'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0140'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0140'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 NP0140
 NP0140                          STATION RECOVERY (1987)
 NP0140
 NP0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (DR)
 NP0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0283 ***********************************************************************
 NP0283  DESIGNATION -  H 343
 NP0283  PID         -  NP0283
 NP0283  STATE/COUNTY-  NE/DAWES
 NP0283  COUNTRY     -  US
 NP0283  USGS QUAD   -  BELMONT (2017)
 NP0283
 NP0283                         *CURRENT SURVEY CONTROL
 NP0283  ______________________________________________________________________
 NP0283* NAD 83(1986) POSITION- 42 30 25.     (N) 103 18 18.     (W)   SCALED
 NP0283* NAVD 88 ORTHO HEIGHT -  1314.574 (meters)     4312.90  (feet) ADJUSTED
 NP0283  ______________________________________________________________________
 NP0283  GEOID HEIGHT    -        -17.950 (meters)                     GEOID18
 NP0283  DYNAMIC HEIGHT  -       1313.800 (meters)     4310.36  (feet) COMP
 NP0283  MODELED GRAVITY -    979,987.5   (mgal)                       NAVD 88
 NP0283
 NP0283  VERT ORDER      -  FIRST     CLASS II
 NP0283
 NP0283.The horizontal coordinates were scaled from a map and have
 NP0283.an estimated accuracy of +/- 6 seconds.
 NP0283
 NP0283.The orthometric height was determined by differential leveling and
 NP0283.adjusted by the NATIONAL GEODETIC SURVEY
 NP0283.in June 1991.
 NP0283
 NP0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0283.GEOID18 height accuracy estimate available here.
 NP0283
 NP0283.Click photographs - Photos may exist for this station.
 NP0283
 NP0283.The dynamic height is computed by dividing the NAVD 88
 NP0283.geopotential number by the normal gravity value computed on the
 NP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0283.degrees latitude (g = 980.6199 gals.).
 NP0283
 NP0283.The modeled gravity was interpolated from observed gravity values.
 NP0283
 NP0283;                    North         East    Units  Estimated Accuracy
 NP0283;SPC NE       -   302,040.      228,480.      MT  (+/- 180 meters Scaled)
 NP0283
 NP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH392074(NAD 83)
 NP0283
 NP0283                          SUPERSEDED SURVEY CONTROL
 NP0283
 NP0283  NGVD 29 (??/??/92) 1313.913  (m)         4310.73   (f) ADJ UNCH    1 2
 NP0283
 NP0283.Superseded values are not recommended for survey control.
 NP0283
 NP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0283.See file dsdata.pdf to determine how the superseded data were derived.
 NP0283
 NP0283_MARKER: DB = BENCH MARK DISK
 NP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0283_STAMPING: H 343 1956
 NP0283_MARK LOGO: CGS
 NP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0283+STABILITY: SURFACE MOTION
 NP0283
 NP0283  HISTORY     - Date     Condition        Report By
 NP0283  HISTORY     - 1956     MONUMENTED       CGS
 NP0283  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0283
 NP0283                          STATION DESCRIPTION
 NP0283
 NP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0283'4.9 MI N FROM MARSLAND.
 NP0283'4.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0283'FROM THE STATION SIGN AT MARSLAND, 20 1/2 POLES NORTHWEST OF
 NP0283'MILEPOST 405, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET
 NP0283'NORTH OF AN 18 INCH PINE TREE, 15 FEET SOUTHEAST OF A 24 INCH
 NP0283'PINE TREE, 2.5 FEET SOUTHWEST OF A FENCE, 2.5 FEET SOUTHEAST
 NP0283'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0283'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 NP0283'SECTION 9, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0283
 NP0283                          STATION RECOVERY (1985)
 NP0283
 NP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0283'NOT RECOVERED.  RAILROAD TRACKS DESCRIBED HAVE BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0146 ***********************************************************************
 MN0146  DESIGNATION -  H 344
 MN0146  PID         -  MN0146
 MN0146  STATE/COUNTY-  NE/MORRILL
 MN0146  COUNTRY     -  US
 MN0146  USGS QUAD   -  BRIDGEPORT (2017)
 MN0146
 MN0146                         *CURRENT SURVEY CONTROL
 MN0146  ______________________________________________________________________
 MN0146* NAD 83(1986) POSITION- 41 42 50.     (N) 103 06 30.     (W)   SCALED
 MN0146* NAVD 88 ORTHO HEIGHT -  1143.658 (meters)     3752.15  (feet) ADJUSTED
 MN0146  ______________________________________________________________________
 MN0146  GEOID HEIGHT    -        -19.433 (meters)                     GEOID18
 MN0146  DYNAMIC HEIGHT  -       1142.940 (meters)     3749.80  (feet) COMP
 MN0146  MODELED GRAVITY -    979,956.4   (mgal)                       NAVD 88
 MN0146
 MN0146  VERT ORDER      -  FIRST     CLASS II
 MN0146
 MN0146.The horizontal coordinates were scaled from a map and have
 MN0146.an estimated accuracy of +/- 6 seconds.
 MN0146
 MN0146.The orthometric height was determined by differential leveling and
 MN0146.adjusted by the NATIONAL GEODETIC SURVEY
 MN0146.in June 1991.
 MN0146
 MN0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0146.GEOID18 height accuracy estimate available here.
 MN0146
 MN0146.Click photographs - Photos may exist for this station.
 MN0146
 MN0146.The dynamic height is computed by dividing the NAVD 88
 MN0146.geopotential number by the normal gravity value computed on the
 MN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0146.degrees latitude (g = 980.6199 gals.).
 MN0146
 MN0146.The modeled gravity was interpolated from observed gravity values.
 MN0146
 MN0146;                    North         East    Units  Estimated Accuracy
 MN0146;SPC NE       -   213,440.      241,460.      MT  (+/- 180 meters Scaled)
 MN0146
 MN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573197(NAD 83)
 MN0146
 MN0146                          SUPERSEDED SURVEY CONTROL
 MN0146
 MN0146  NGVD 29 (??/??/92) 1143.091  (m)         3750.29   (f) ADJ UNCH    1 2
 MN0146
 MN0146.Superseded values are not recommended for survey control.
 MN0146
 MN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0146.See file dsdata.pdf to determine how the superseded data were derived.
 MN0146
 MN0146_MARKER: DB = BENCH MARK DISK
 MN0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0146_SP_SET: HEADWALL
 MN0146_STAMPING: H 344 1956
 MN0146_MARK LOGO: CGS
 MN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0146+STABILITY: SURFACE MOTION
 MN0146
 MN0146  HISTORY     - Date     Condition        Report By
 MN0146  HISTORY     - 1956     MONUMENTED       CGS
 MN0146  HISTORY     - 1985     GOOD             NGS
 MN0146  HISTORY     - 19920912 MARK NOT FOUND   NGS
 MN0146
 MN0146                          STATION DESCRIPTION
 MN0146
 MN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0146'4 MI N FROM BRIDGEPORT.
 MN0146'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0146'FROM THE STATION AT BRIDGEPORT, 9.5 FEET WEST OF THE WEST RAIL,
 MN0146'2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 MN0146'END OF THE WEST HEADWALL OF CONCRETE OVERPASS 32.64 OVER A COUNTY
 MN0146'ROAD, IN SECTION 17, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0146
 MN0146                          STATION RECOVERY (1985)
 MN0146
 MN0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0146'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0146'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 MN0146
 MN0146                          STATION RECOVERY (1992)
 MN0146
 MN0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 MN0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0379 ***********************************************************************
 NP0379  DESIGNATION -  H 345
 NP0379  PID         -  NP0379
 NP0379  STATE/COUNTY-  NE/BOX BUTTE
 NP0379  COUNTRY     -  US
 NP0379  USGS QUAD   -  MARSLAND SW (2017)
 NP0379
 NP0379                         *CURRENT SURVEY CONTROL
 NP0379  ______________________________________________________________________
 NP0379* NAD 83(1986) POSITION- 42 18 33.     (N) 103 24 22.     (W)   SCALED
 NP0379* NAVD 88 ORTHO HEIGHT -  1387.959 (meters)     4553.66  (feet) POSTED
 NP0379  ______________________________________________________________________
 NP0379  GEOID HEIGHT    -        -18.078 (meters)                     GEOID18
 NP0379  DYNAMIC HEIGHT  -       1387.10  (meters)     4550.8   (feet) COMP
 NP0379  MODELED GRAVITY -    979,957.8   (mgal)                       NAVD 88
 NP0379
 NP0379  VERT ORDER      -  * POSTED, SEE BELOW
 NP0379
 NP0379.The horizontal coordinates were scaled from a map and have
 NP0379.an estimated accuracy of +/- 6 seconds.
 NP0379
 NP0379.The orthometric height was determined by differential leveling
 NP0379.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0379
 NP0379.* This is a POSTED BENCH MARK height.
 NP0379
 NP0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0379.GEOID18 height accuracy estimate available here.
 NP0379
 NP0379.Click photographs - Photos may exist for this station.
 NP0379
 NP0379.The dynamic height is computed by dividing the NAVD 88
 NP0379.geopotential number by the normal gravity value computed on the
 NP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0379.degrees latitude (g = 980.6199 gals.).
 NP0379
 NP0379.The modeled gravity was interpolated from observed gravity values.
 NP0379
 NP0379;                    North         East    Units  Estimated Accuracy
 NP0379;SPC NE       -   280,420.      219,310.      MT  (+/- 180 meters Scaled)
 NP0379
 NP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG313853(NAD 83)
 NP0379
 NP0379                          SUPERSEDED SURVEY CONTROL
 NP0379
 NP0379  NGVD 29 (??/??/92) 1387.267  (m)         4551.39   (f) ADJ UNCH    2 0
 NP0379
 NP0379.Superseded values are not recommended for survey control.
 NP0379
 NP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0379.See file dsdata.pdf to determine how the superseded data were derived.
 NP0379
 NP0379_MARKER: DB = BENCH MARK DISK
 NP0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0379_STAMPING: H 345 1956
 NP0379_MARK LOGO: CGS
 NP0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0379+STABILITY: SURFACE MOTION
 NP0379
 NP0379  HISTORY     - Date     Condition        Report By
 NP0379  HISTORY     - 1956     MONUMENTED       CGS
 NP0379  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0379
 NP0379                          STATION DESCRIPTION
 NP0379
 NP0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0379'18 MI W FROM HEMINGFORD.
 NP0379'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0379'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0379'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 NP0379'1.0 MILE WEST ALONG A GRADED DIRT ROAD, 0.3 MILE NORTHEAST OF A
 NP0379'FARMHOUSE, 0.15 MILE NORTHEAST OF A FARMHOUSE, 33 FEET NORTH
 NP0379'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 25 FEET EAST OF A
 NP0379'TELEPHONE POLE, ON THE EXTENDED CENTER LINE OF A ROAD LEADING
 NP0379'SOUTH, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0379'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 NP0379'SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0379
 NP0379                          STATION RECOVERY (1981)
 NP0379
 NP0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1707 ***********************************************************************
 MK1707  DESIGNATION -  H 346
 MK1707  PID         -  MK1707
 MK1707  STATE/COUNTY-  NE/PLATTE
 MK1707  COUNTRY     -  US
 MK1707  USGS QUAD   -  TARNOV (2017)
 MK1707
 MK1707                         *CURRENT SURVEY CONTROL
 MK1707  ______________________________________________________________________
 MK1707* NAD 83(1986) POSITION- 41 35 03.     (N) 097 34 51.     (W)   SCALED
 MK1707* NAVD 88 ORTHO HEIGHT -   480.691 (meters)     1577.07  (feet) ADJUSTED
 MK1707  ______________________________________________________________________
 MK1707  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 MK1707  DYNAMIC HEIGHT  -        480.479 (meters)     1576.37  (feet) COMP
 MK1707  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 MK1707
 MK1707  VERT ORDER      -  SECOND    CLASS 0
 MK1707
 MK1707.The horizontal coordinates were scaled from a map and have
 MK1707.an estimated accuracy of +/- 6 seconds.
 MK1707
 MK1707.The orthometric height was determined by differential leveling and
 MK1707.adjusted by the NATIONAL GEODETIC SURVEY
 MK1707.in June 1991.
 MK1707
 MK1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1707.GEOID18 height accuracy estimate available here.
 MK1707
 MK1707.Click photographs - Photos may exist for this station.
 MK1707
 MK1707.The dynamic height is computed by dividing the NAVD 88
 MK1707.geopotential number by the normal gravity value computed on the
 MK1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1707.degrees latitude (g = 980.6199 gals.).
 MK1707
 MK1707.The modeled gravity was interpolated from observed gravity values.
 MK1707
 MK1707;                    North         East    Units  Estimated Accuracy
 MK1707;SPC NE       -   197,210.      701,630.      MT  (+/- 180 meters Scaled)
 MK1707
 MK1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM182045(NAD 83)
 MK1707
 MK1707                          SUPERSEDED SURVEY CONTROL
 MK1707
 MK1707  NGVD 29 (??/??/92)  480.496  (m)         1576.43   (f) ADJ UNCH    2 0
 MK1707
 MK1707.Superseded values are not recommended for survey control.
 MK1707
 MK1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1707.See file dsdata.pdf to determine how the superseded data were derived.
 MK1707
 MK1707_MARKER: DB = BENCH MARK DISK
 MK1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1707_STAMPING: H 346 1957
 MK1707_MARK LOGO: CGS
 MK1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1707+STABILITY: SURFACE MOTION
 MK1707
 MK1707  HISTORY     - Date     Condition        Report By
 MK1707  HISTORY     - 1957     MONUMENTED       CGS
 MK1707  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1707
 MK1707                          STATION DESCRIPTION
 MK1707
 MK1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1707'7.5 MI NW FROM PLATTE CENTER.
 MK1707'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1707'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1707'THENCE 2.7 MILES NORTHWEST, THENCE 1.0 MILES NORTH, IN SECTION
 MK1707'31, T. 19 N., R. 2 W., 42 FEET WEST OF THE CENTER LINE OF THE
 MK1707'ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK1707'56 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 24 FEET
 MK1707'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE
 MK1707'THAT IS ON THE EAST-WEST ROAD, 4 FEET WEST OF A POWER POLE
 MK1707'WITH A SMALL TRANSFORMER, 3 FEET BELOW THE LEVEL OF THE ROAD
 MK1707'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 MK1707
 MK1707                          STATION RECOVERY (1989)
 MK1707
 MK1707'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0213 ***********************************************************************
 NO0213  DESIGNATION -  H 347
 NO0213  PID         -  NO0213
 NO0213  STATE/COUNTY-  NE/CHERRY
 NO0213  COUNTRY     -  US
 NO0213  USGS QUAD   -  CODY WEST (2017)
 NO0213
 NO0213                         *CURRENT SURVEY CONTROL
 NO0213  ______________________________________________________________________
 NO0213* NAD 83(1986) POSITION- 42 56 20.     (N) 101 15 38.     (W)   SCALED
 NO0213* NAVD 88 ORTHO HEIGHT -   942.359 (meters)     3091.72  (feet) ADJUSTED
 NO0213  ______________________________________________________________________
 NO0213  GEOID HEIGHT    -        -20.352 (meters)                     GEOID18
 NO0213  DYNAMIC HEIGHT  -        941.951 (meters)     3090.38  (feet) COMP
 NO0213  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 NO0213
 NO0213  VERT ORDER      -  FIRST     CLASS II
 NO0213
 NO0213.The horizontal coordinates were scaled from a map and have
 NO0213.an estimated accuracy of +/- 6 seconds.
 NO0213
 NO0213.The orthometric height was determined by differential leveling and
 NO0213.adjusted by the NATIONAL GEODETIC SURVEY
 NO0213.in June 1991.
 NO0213
 NO0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0213.GEOID18 height accuracy estimate available here.
 NO0213
 NO0213.Click photographs - Photos may exist for this station.
 NO0213
 NO0213.The dynamic height is computed by dividing the NAVD 88
 NO0213.geopotential number by the normal gravity value computed on the
 NO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0213.degrees latitude (g = 980.6199 gals.).
 NO0213
 NO0213.The modeled gravity was interpolated from observed gravity values.
 NO0213
 NO0213;                    North         East    Units  Estimated Accuracy
 NO0213;SPC NE       -   345,580.      397,120.      MT  (+/- 180 meters Scaled)
 NO0213
 NO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN155565(NAD 83)
 NO0213
 NO0213                          SUPERSEDED SURVEY CONTROL
 NO0213
 NO0213  NGVD 29 (??/??/92)  941.978  (m)         3090.47   (f) ADJ UNCH    1 2
 NO0213
 NO0213.Superseded values are not recommended for survey control.
 NO0213
 NO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0213.See file dsdata.pdf to determine how the superseded data were derived.
 NO0213
 NO0213_MARKER: DB = BENCH MARK DISK
 NO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0213_STAMPING: H 347 1957
 NO0213_MARK LOGO: CGS
 NO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0213+STABILITY: SURFACE MOTION
 NO0213
 NO0213  HISTORY     - Date     Condition        Report By
 NO0213  HISTORY     - 1957     MONUMENTED       CGS
 NO0213
 NO0213                          STATION DESCRIPTION
 NO0213
 NO0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0213'0.7 MI W FROM CODY.
 NO0213'ABOUT 0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0213'FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 34 W., 7
 NO0213'FEET WEST OF MILEPOST 308, 68 FEET SOUTH OF THE SOUTH RAIL, 122
 NO0213'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 220 FEET
 NO0213'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 NO0213'OF A ROW OF CABINS, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NO0213'ABOUT 3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 NO0213'POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0220 ***********************************************************************
 NP0220  DESIGNATION -  H 348
 NP0220  PID         -  NP0220
 NP0220  STATE/COUNTY-  NE/DAWES
 NP0220  COUNTRY     -  US
 NP0220  USGS QUAD   -  BORDEAUX (2017)
 NP0220
 NP0220                         *CURRENT SURVEY CONTROL
 NP0220  ______________________________________________________________________
 NP0220* NAD 83(1986) POSITION- 42 47 27.     (N) 102 50 41.     (W)   SCALED
 NP0220* NAVD 88 ORTHO HEIGHT -  1100.143 (meters)     3609.39  (feet) ADJUSTED
 NP0220  ______________________________________________________________________
 NP0220  GEOID HEIGHT    -        -17.947 (meters)                     GEOID18
 NP0220  DYNAMIC HEIGHT  -       1099.596 (meters)     3607.59  (feet) COMP
 NP0220  MODELED GRAVITY -    980,085.9   (mgal)                       NAVD 88
 NP0220
 NP0220  VERT ORDER      -  FIRST     CLASS II
 NP0220
 NP0220.The horizontal coordinates were scaled from a map and have
 NP0220.an estimated accuracy of +/- 6 seconds.
 NP0220
 NP0220.The orthometric height was determined by differential leveling and
 NP0220.adjusted by the NATIONAL GEODETIC SURVEY
 NP0220.in June 1991.
 NP0220
 NP0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0220.GEOID18 height accuracy estimate available here.
 NP0220
 NP0220.Click photographs - Photos may exist for this station.
 NP0220
 NP0220.The dynamic height is computed by dividing the NAVD 88
 NP0220.geopotential number by the normal gravity value computed on the
 NP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0220.degrees latitude (g = 980.6199 gals.).
 NP0220
 NP0220.The modeled gravity was interpolated from observed gravity values.
 NP0220
 NP0220;                    North         East    Units  Estimated Accuracy
 NP0220;SPC NE       -   332,210.      267,320.      MT  (+/- 180 meters Scaled)
 NP0220
 NP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH762398(NAD 83)
 NP0220
 NP0220                          SUPERSEDED SURVEY CONTROL
 NP0220
 NP0220  NGVD 29 (??/??/92) 1099.603  (m)         3607.61   (f) ADJ UNCH    1 2
 NP0220
 NP0220.Superseded values are not recommended for survey control.
 NP0220
 NP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0220.See file dsdata.pdf to determine how the superseded data were derived.
 NP0220
 NP0220_MARKER: DB = BENCH MARK DISK
 NP0220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0220_SP_SET: CULVERT HEADWALL
 NP0220_STAMPING: H 348 1957
 NP0220_MARK LOGO: CGS
 NP0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0220+STABILITY: SURFACE MOTION
 NP0220
 NP0220  HISTORY     - Date     Condition        Report By
 NP0220  HISTORY     - 1957     MONUMENTED       CGS
 NP0220
 NP0220                          STATION DESCRIPTION
 NP0220
 NP0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0220'8.5 MI SE FROM CHADRON.
 NP0220'ABOUT 8.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0220'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 34, T. 33 N.,
 NP0220'R. 47 W., 9 2/3 POLES SOUTHEAST OF MILEPOST 398, 15 1/2 FEET
 NP0220'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 5 FEET BELOW THE LEVEL OF
 NP0220'THE RAIL AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 NP0220'HEADWALL OF A STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0252 ***********************************************************************
 NP0252  DESIGNATION -  H 349
 NP0252  PID         -  NP0252
 NP0252  STATE/COUNTY-  NE/DAWES
 NP0252  COUNTRY     -  US
 NP0252  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0252
 NP0252                         *CURRENT SURVEY CONTROL
 NP0252  ______________________________________________________________________
 NP0252* NAD 83(1986) POSITION- 42 49 16.19   (N) 103 09 31.83   (W)   HD_HELD1
 NP0252* NAVD 88 ORTHO HEIGHT -  1018.255 (meters)     3340.72  (feet) ADJUSTED
 NP0252  ______________________________________________________________________
 NP0252  GEOID HEIGHT    -        -17.893 (meters)                     GEOID18
 NP0252  DYNAMIC HEIGHT  -       1017.747 (meters)     3339.06  (feet) COMP
 NP0252  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 NP0252
 NP0252  VERT ORDER      -  FIRST     CLASS II
 NP0252
 NP0252.The horizontal coordinates were determined by differentially corrected
 NP0252.hand held GPS observations or other comparable positioning techniques
 NP0252.and have an estimated accuracy of +/- 3 meters.
 NP0252
 NP0252.The orthometric height was determined by differential leveling and
 NP0252.adjusted by the NATIONAL GEODETIC SURVEY
 NP0252.in June 1991.
 NP0252
 NP0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0252.GEOID18 height accuracy estimate available here.
 NP0252
 NP0252.Click photographs - Photos may exist for this station.
 NP0252
 NP0252.The dynamic height is computed by dividing the NAVD 88
 NP0252.geopotential number by the normal gravity value computed on the
 NP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0252.degrees latitude (g = 980.6199 gals.).
 NP0252
 NP0252.The modeled gravity was interpolated from observed gravity values.
 NP0252
 NP0252;                    North         East    Units  Estimated Accuracy
 NP0252;SPC NE       -   336,473.0     241,756.6     MT  (+/- 3 meters HH1 GPS) 
 NP0252
 NP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5050642599(NAD 83)
 NP0252
 NP0252                          SUPERSEDED SURVEY CONTROL
 NP0252
 NP0252  NGVD 29 (??/??/92) 1017.704  (m)         3338.92   (f) ADJ UNCH    1 2
 NP0252
 NP0252.Superseded values are not recommended for survey control.
 NP0252
 NP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0252.See file dsdata.pdf to determine how the superseded data were derived.
 NP0252
 NP0252_MARKER: DB = BENCH MARK DISK
 NP0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0252_STAMPING: H 349 1957
 NP0252_MARK LOGO: CGS
 NP0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0252+STABILITY: SURFACE MOTION
 NP0252
 NP0252  HISTORY     - Date     Condition        Report By
 NP0252  HISTORY     - 1957     MONUMENTED       CGS
 NP0252  HISTORY     - 19890823 GOOD             NGS
 NP0252
 NP0252                          STATION DESCRIPTION
 NP0252
 NP0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0252'5.9 MI NE FROM WHITNEY.
 NP0252'ABOUT 5.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0252'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 24, T. 33 N.,
 NP0252'R. 50 W., 6 FEET WEST OF THE FOURTH POLE NORTHEAST OF MILE
 NP0252'POST 416, 39 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 92 FEET
 NP0252'NORTH-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET
 NP0252'EAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK
 NP0252'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NP0252
 NP0252                          STATION RECOVERY (1989)
 NP0252
 NP0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 NP0252'ABOUT 13 KM (8.05 MI) WEST FROM CHADRON, IN A GRASS STRIP BETWEEN OLD
 NP0252'U.S.  HIGHWAY 20 AND A RAILROAD TRACK.  OWNERSHIP-CHICAGO AND
 NP0252'NORTHWESTERN RAILROAD. TO REACH FROM THE WEST JUNCTION OF U.S.
 NP0252'HIGHWAYS 20 AND 385, AT CHADRON, GO WEST ON THE HIGHWAYS FOR 3.52 KM
 NP0252'(2.20 MI) TO A FORK. KEEP LEFT AND GO WEST ON HIGHWAY 20 FOR 1.38 KM
 NP0252'(0.85 MI) TO A ROAD RIGHT.  TURN RIGHT AND CONTINUE WEST, ON THE OLD
 NP0252'ROUTE FOR HIGHWAY 20, FOR 6.29 KM (3.90 MI) TO A DIRT LANE ON THE
 NP0252'RIGHT.  TURN RIGHT AND FOLLOW ALONG UTILITY POLES FOR 0.16 KM (0.10
 NP0252'MI) TO THE MARK ON THE RIGHT. THE MARK IS 11.6 M (38.1 FT) SOUTH FROM
 NP0252'THE SOUTH RAIL OF THE TRACK, 2.4 M (7.9 FT) WEST FROM A UTILITY POLE,
 NP0252'17.5 M (57.4 FT) NORTH FROM A FENCE, 0.7 M (2.3 FT) EAST FROM A WOODEN
 NP0252'WITNESS POST, 0.4 M (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST,
 NP0252'PROJECTS ABOUT 0.15 M (0.49 FT) AND IS ABOUT 0.5 M (1.6 FT) HIGHER
 NP0252'THAN THE TRACK. THE MARK WAS VISITED BY A NGS, GPS UNIT, IN THE SUMMER
 NP0252'OF 1989 AND FOUND TO BE LOOSE IN THE GROUND.  ACCORDINGLY, THIS MARK
 NP0252'SHOULD BE USED WITH EXTREME CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0327 ***********************************************************************
 NO0327  DESIGNATION -  H 350
 NO0327  PID         -  NO0327
 NO0327  STATE/COUNTY-  NE/CHERRY
 NO0327  COUNTRY     -  US
 NO0327  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0327
 NO0327                         *CURRENT SURVEY CONTROL
 NO0327  ______________________________________________________________________
 NO0327* NAD 83(1986) POSITION- 42 53 39.     (N) 101 51 45.     (W)   SCALED
 NO0327* NAVD 88 ORTHO HEIGHT -  1029.301 (meters)     3376.97  (feet) ADJUSTED
 NO0327  ______________________________________________________________________
 NO0327  GEOID HEIGHT    -        -19.101 (meters)                     GEOID18
 NO0327  DYNAMIC HEIGHT  -       1028.834 (meters)     3375.43  (feet) COMP
 NO0327  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 NO0327
 NO0327  VERT ORDER      -  FIRST     CLASS II
 NO0327
 NO0327.The horizontal coordinates were scaled from a map and have
 NO0327.an estimated accuracy of +/- 6 seconds.
 NO0327
 NO0327.The orthometric height was determined by differential leveling and
 NO0327.adjusted by the NATIONAL GEODETIC SURVEY
 NO0327.in June 1991.
 NO0327
 NO0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0327.GEOID18 height accuracy estimate available here.
 NO0327
 NO0327.Click photographs - Photos may exist for this station.
 NO0327
 NO0327.The dynamic height is computed by dividing the NAVD 88
 NO0327.geopotential number by the normal gravity value computed on the
 NO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0327.degrees latitude (g = 980.6199 gals.).
 NO0327
 NO0327.The modeled gravity was interpolated from observed gravity values.
 NO0327
 NO0327;                    North         East    Units  Estimated Accuracy
 NO0327;SPC NE       -   341,500.      347,890.      MT  (+/- 180 meters Scaled)
 NO0327
 NO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN662530(NAD 83)
 NO0327
 NO0327                          SUPERSEDED SURVEY CONTROL
 NO0327
 NO0327  NGVD 29 (??/??/92) 1028.854  (m)         3375.50   (f) ADJ UNCH    1 2
 NO0327
 NO0327.Superseded values are not recommended for survey control.
 NO0327
 NO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0327.See file dsdata.pdf to determine how the superseded data were derived.
 NO0327
 NO0327_MARKER: DB = BENCH MARK DISK
 NO0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0327_STAMPING: H 350 1957
 NO0327_MARK LOGO: CGS
 NO0327_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0327
 NO0327  HISTORY     - Date     Condition        Report By
 NO0327  HISTORY     - 1957     MONUMENTED       CGS
 NO0327
 NO0327                          STATION DESCRIPTION
 NO0327
 NO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0327'8.9 MI W FROM MERRIMAN.
 NO0327'ABOUT 8.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0327'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0327'25, IN LINE WITH A ROW OF TELEPHONE POLES, 76 1/2 FEET EAST
 NO0327'OF MILEPOST 341, 38 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 NO0327'TRACK, 8 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 3 FEET
 NO0327'NORTH OF A WHITE WOODEN WITNESS POST, A DISK BRAZED ON THE TOP
 NO0327'OF A 3-INCH IRON PIPE WHICH PROJECTS 1 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0044 ***********************************************************************
 NP0044  DESIGNATION -  H 352
 NP0044  PID         -  NP0044
 NP0044  STATE/COUNTY-  NE/SHERIDAN
 NP0044  COUNTRY     -  US
 NP0044  USGS QUAD   -  RUSHVILLE (2017)
 NP0044
 NP0044                         *CURRENT SURVEY CONTROL
 NP0044  ______________________________________________________________________
 NP0044* NAD 83(1986) POSITION- 42 44 22.     (N) 102 26 25.     (W)   SCALED
 NP0044* NAVD 88 ORTHO HEIGHT -  1144.864 (meters)     3756.11  (feet) ADJUSTED
 NP0044  ______________________________________________________________________
 NP0044  GEOID HEIGHT    -        -18.161 (meters)                     GEOID18
 NP0044  DYNAMIC HEIGHT  -       1144.289 (meters)     3754.22  (feet) COMP
 NP0044  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 NP0044
 NP0044  VERT ORDER      -  FIRST     CLASS II
 NP0044
 NP0044.This mark is at Modisett Airport (9V5)
 NP0044
 NP0044.The horizontal coordinates were scaled from a map and have
 NP0044.an estimated accuracy of +/- 6 seconds.
 NP0044
 NP0044.The orthometric height was determined by differential leveling and
 NP0044.adjusted by the NATIONAL GEODETIC SURVEY
 NP0044.in June 1991.
 NP0044
 NP0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0044.GEOID18 height accuracy estimate available here.
 NP0044
 NP0044.Click photographs - Photos may exist for this station.
 NP0044
 NP0044.The dynamic height is computed by dividing the NAVD 88
 NP0044.geopotential number by the normal gravity value computed on the
 NP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0044.degrees latitude (g = 980.6199 gals.).
 NP0044
 NP0044.The modeled gravity was interpolated from observed gravity values.
 NP0044
 NP0044;                    North         East    Units  Estimated Accuracy
 NP0044;SPC NE       -   325,500.      300,230.      MT  (+/- 180 meters Scaled)
 NP0044
 NP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH095350(NAD 83)
 NP0044
 NP0044                          SUPERSEDED SURVEY CONTROL
 NP0044
 NP0044  NGVD 29 (??/??/92) 1144.340  (m)         3754.39   (f) ADJ UNCH    1 2
 NP0044
 NP0044.Superseded values are not recommended for survey control.
 NP0044
 NP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0044.See file dsdata.pdf to determine how the superseded data were derived.
 NP0044
 NP0044_MARKER: DB = BENCH MARK DISK
 NP0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0044_STAMPING: H 352 1957
 NP0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0044+STABILITY: SURFACE MOTION
 NP0044
 NP0044  HISTORY     - Date     Condition        Report By
 NP0044  HISTORY     - 1957     MONUMENTED       CGS
 NP0044
 NP0044                          STATION DESCRIPTION
 NP0044
 NP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0044'2.2 MI NE FROM RUSHVILLE.
 NP0044'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0044'RAILWAY FROM THE STATION AT RUSHVILLE, THENCE 1.0 MILE NORTH
 NP0044'ALONG A DIRT ROAD TO THE MODISETT AIRPORT, AT THE AIRPORT, 132
 NP0044'FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 97 1/2 FEET WEST
 NP0044'OF THE WEST RIGHT OF WAY FENCE, 61 FEET EAST OF THE NORTHEAST
 NP0044'CORNER OF THE NORTH CINDER BLOCK HANGAR, 226 FEET NORTH OF THE
 NP0044'NORTHEAST CORNER OF THE OFFICE BUILDING, 15 1/2 FEET WEST OF A
 NP0044'TRANSFORMER POLE, 2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET
 NP0044'WEST OF A WHITE WOODEN WITNESS POST, IN T. 32 N., R. 44 W.,
 NP0044'SECTION 23., SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0044'8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0197 ***********************************************************************
 NP0197  DESIGNATION -  H 353
 NP0197  PID         -  NP0197
 NP0197  STATE/COUNTY-  NE/SHERIDAN
 NP0197  COUNTRY     -  US
 NP0197  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0197
 NP0197                         *CURRENT SURVEY CONTROL
 NP0197  ______________________________________________________________________
 NP0197* NAD 83(1986) POSITION- 42 41 35.     (N) 102 37 18.     (W)   SCALED
 NP0197* NAVD 88 ORTHO HEIGHT -  1162.293 (meters)     3813.29  (feet) ADJUSTED
 NP0197  ______________________________________________________________________
 NP0197  GEOID HEIGHT    -        -18.043 (meters)                     GEOID18
 NP0197  DYNAMIC HEIGHT  -       1161.699 (meters)     3811.34  (feet) COMP
 NP0197  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 NP0197
 NP0197  VERT ORDER      -  FIRST     CLASS II
 NP0197
 NP0197.The horizontal coordinates were scaled from a map and have
 NP0197.an estimated accuracy of +/- 6 seconds.
 NP0197
 NP0197.The orthometric height was determined by differential leveling and
 NP0197.adjusted by the NATIONAL GEODETIC SURVEY
 NP0197.in June 1991.
 NP0197
 NP0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0197.GEOID18 height accuracy estimate available here.
 NP0197
 NP0197.Click photographs - Photos may exist for this station.
 NP0197
 NP0197.The dynamic height is computed by dividing the NAVD 88
 NP0197.geopotential number by the normal gravity value computed on the
 NP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0197.degrees latitude (g = 980.6199 gals.).
 NP0197
 NP0197.The modeled gravity was interpolated from observed gravity values.
 NP0197
 NP0197;                    North         East    Units  Estimated Accuracy
 NP0197;SPC NE       -   320,780.      285,230.      MT  (+/- 180 meters Scaled)
 NP0197
 NP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH948294(NAD 83)
 NP0197
 NP0197                          SUPERSEDED SURVEY CONTROL
 NP0197
 NP0197  NGVD 29 (??/??/92) 1161.756  (m)         3811.53   (f) ADJ UNCH    1 2
 NP0197
 NP0197.Superseded values are not recommended for survey control.
 NP0197
 NP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0197.See file dsdata.pdf to determine how the superseded data were derived.
 NP0197
 NP0197_MARKER: DB = BENCH MARK DISK
 NP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0197_STAMPING: H 353 1957
 NP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0197+STABILITY: SURFACE MOTION
 NP0197
 NP0197  HISTORY     - Date     Condition        Report By
 NP0197  HISTORY     - 1957     MONUMENTED       CGS
 NP0197
 NP0197                          STATION DESCRIPTION
 NP0197
 NP0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0197'3.6 MI NE FROM HAY SPRINGS.
 NP0197'ABOUT 3.65 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0197'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 31 N., R. 45 W.,
 NP0197'IN LINE WITH A ROW OF TELEPHONE POLES, 69 FEET NORTHWEST OF THE
 NP0197'CENTER LINE OF U.S. HIGHWAY 20, 51 FEET NORTHEAST OF THE FIRST POLE
 NP0197'NORTH EAST OF MILEPOST 383, 5 1/2 POLES EAST OF A THROUGH CUT ON
 NP0197'THE HIGHWAY AND RAILROAD, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 NP0197'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, 1 1/2 FEET SOUTHWEST
 NP0197'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NP0197'WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0481 ***********************************************************************
 NP0481  DESIGNATION -  H 354
 NP0481  PID         -  NP0481
 NP0481  STATE/COUNTY-  NE/SIOUX
 NP0481  COUNTRY     -  US
 NP0481  USGS QUAD   -  ORELLA (2017)
 NP0481
 NP0481                         *CURRENT SURVEY CONTROL
 NP0481  ______________________________________________________________________
 NP0481* NAD 83(1986) POSITION- 42 55 06.4    (N) 103 34 52.6    (W)   HD_HELD2
 NP0481* NAVD 88 ORTHO HEIGHT -  1144.664 (meters)     3755.45  (feet) ADJUSTED
 NP0481  ______________________________________________________________________
 NP0481  GEOID HEIGHT    -        -16.473 (meters)                     GEOID18
 NP0481  DYNAMIC HEIGHT  -       1144.104 (meters)     3753.61  (feet) COMP
 NP0481  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 NP0481
 NP0481  VERT ORDER      -  FIRST     CLASS II
 NP0481
 NP0481.The horizontal coordinates were established by autonomous hand held GPS
 NP0481.observations and have an estimated accuracy of +/- 10 meters.
 NP0481
 NP0481.The orthometric height was determined by differential leveling and
 NP0481.adjusted by the NATIONAL GEODETIC SURVEY
 NP0481.in June 1991.
 NP0481
 NP0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0481.GEOID18 height accuracy estimate available here.
 NP0481
 NP0481.Click photographs - Photos may exist for this station.
 NP0481
 NP0481.The dynamic height is computed by dividing the NAVD 88
 NP0481.geopotential number by the normal gravity value computed on the
 NP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0481.degrees latitude (g = 980.6199 gals.).
 NP0481
 NP0481.The modeled gravity was interpolated from observed gravity values.
 NP0481
 NP0481;                    North         East    Units  Estimated Accuracy
 NP0481;SPC NE       -   348,616.      207,687.      MT  (+/- 10 meters HH2 GPS)
 NP0481
 NP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH1579152734(NAD 83)
 NP0481
 NP0481                          SUPERSEDED SURVEY CONTROL
 NP0481
 NP0481  NGVD 29 (??/??/92) 1144.091  (m)         3753.57   (f) ADJ UNCH    1 2
 NP0481
 NP0481.Superseded values are not recommended for survey control.
 NP0481
 NP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0481.See file dsdata.pdf to determine how the superseded data were derived.
 NP0481
 NP0481_MARKER: DB = BENCH MARK DISK
 NP0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0481_STAMPING: H 354 1957
 NP0481_MARK LOGO: CGS
 NP0481_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0481+STABILITY: SURFACE MOTION
 NP0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0481+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 NP0481
 NP0481  HISTORY     - Date     Condition        Report By
 NP0481  HISTORY     - 1957     MONUMENTED       CGS
 NP0481  HISTORY     - 1985     GOOD             NGS
 NP0481  HISTORY     - 20180723 GOOD             NGS
 NP0481
 NP0481                          STATION DESCRIPTION
 NP0481
 NP0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0481'19 MI NW FROM CRAWFORD.
 NP0481'ABOUT 19.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0481'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 6 FEET SOUTHEAST
 NP0481'OF THE FIFTH POLE SOUTHEAST OF MILEPOST 442, 59 FEET NORTHEAST
 NP0481'OF THE NORTHEAST RAIL, 84 FEET SOUTHWEST OF THE CENTER LINE OF
 NP0481'STATE HIGHWAY 2, 95 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 NP0481'CROSSING, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NP0481'3 FEET ABOVE THE LEVEL OF THE RAIL AND IN THE TOP OF A CONCRETE
 NP0481'POST PROJECTING 5 INCHES.
 NP0481
 NP0481                          STATION RECOVERY (1985)
 NP0481
 NP0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0481'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0481'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0481'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0481'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0481'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0481'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 23.8
 NP0481'KM (14.75 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS, 25.6 METERS
 NP0481'(84 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.8 METERS (6 FT)
 NP0481'SOUTHEAST OF THE FIFTH POLE SOUTHEAST OF MILEPOLE 442 AND 0.6 METER
 NP0481'(2 FT) NORTHWEST OF A WITNESS POST.
 NP0481'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 NP0481'THE MARK IS 0.9 M ABOVE THE TRACKS.
 NP0481
 NP0481                          STATION RECOVERY (2018)
 NP0481
 NP0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0539 ***********************************************************************
 NN0539  DESIGNATION -  H 36
 NN0539  PID         -  NN0539
 NN0539  STATE/COUNTY-  NE/ROCK
 NN0539  COUNTRY     -  US
 NN0539  USGS QUAD   -  RIVERVIEW (2017)
 NN0539
 NN0539                         *CURRENT SURVEY CONTROL
 NN0539  ______________________________________________________________________
 NN0539* NAD 83(1986) POSITION- 42 40 26.     (N) 099 35 02.     (W)   SCALED
 NN0539* NAVD 88 ORTHO HEIGHT -   680.135 (meters)     2231.41  (feet) ADJUSTED
 NN0539  ______________________________________________________________________
 NN0539  GEOID HEIGHT    -        -23.420 (meters)                     GEOID18
 NN0539  DYNAMIC HEIGHT  -        679.870 (meters)     2230.54  (feet) COMP
 NN0539  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 NN0539
 NN0539  VERT ORDER      -  SECOND    CLASS 0
 NN0539
 NN0539.The horizontal coordinates were scaled from a map and have
 NN0539.an estimated accuracy of +/- 6 seconds.
 NN0539
 NN0539.The orthometric height was determined by differential leveling and
 NN0539.adjusted by the NATIONAL GEODETIC SURVEY
 NN0539.in June 1991.
 NN0539
 NN0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0539.GEOID18 height accuracy estimate available here.
 NN0539
 NN0539.Click photographs - Photos may exist for this station.
 NN0539
 NN0539.The dynamic height is computed by dividing the NAVD 88
 NN0539.geopotential number by the normal gravity value computed on the
 NN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0539.degrees latitude (g = 980.6199 gals.).
 NN0539
 NN0539.The modeled gravity was interpolated from observed gravity values.
 NN0539
 NN0539;                    North         East    Units  Estimated Accuracy
 NN0539;SPC NE       -   315,480.      534,100.      MT  (+/- 180 meters Scaled)
 NN0539
 NN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN521247(NAD 83)
 NN0539
 NN0539                          SUPERSEDED SURVEY CONTROL
 NN0539
 NN0539  NGVD 29 (??/??/92)  679.887  (m)         2230.60   (f) ADJ UNCH    2 0
 NN0539
 NN0539.Superseded values are not recommended for survey control.
 NN0539
 NN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0539.See file dsdata.pdf to determine how the superseded data were derived.
 NN0539
 NN0539_MARKER: DB = BENCH MARK DISK
 NN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0539_STAMPING: H 36 1934
 NN0539_MARK LOGO: CGS
 NN0539_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0539+STABILITY: SURFACE MOTION
 NN0539
 NN0539  HISTORY     - Date     Condition        Report By
 NN0539  HISTORY     - 1934     MONUMENTED       CGS
 NN0539
 NN0539                          STATION DESCRIPTION
 NN0539
 NN0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0539'7.9 MI N FROM BASSETT.
 NN0539'H-36 IS LOCATED 7.9 MILES NORTH OF THE CHICAGO AND NORTHWESTERN
 NN0539'RWY. STATION AT BASSETT, 3.8 MILES SOUTH OF THE NIOBRARA RIVER
 NN0539'BRIDGE, 44 FT. NORTH OF CENTERLINE OF U.S. HY. 83, 5.3 FT.
 NN0539'NORTH OF CORNER OF WIRE FENCE, 2.3 FT. WEST OF FENCE LINE.
 NN0539'STANDARD TABLET SET IN TOP OF A CONCRETE POST 6 IN HIGH.  STAMPED
 NN0539'H 36 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0689 ***********************************************************************
 LG0689  DESIGNATION -  H 363
 LG0689  PID         -  LG0689
 LG0689  STATE/COUNTY-  NE/YORK
 LG0689  COUNTRY     -  US
 LG0689  USGS QUAD   -  YORK NORTH (2017)
 LG0689
 LG0689                         *CURRENT SURVEY CONTROL
 LG0689  ______________________________________________________________________
 LG0689* NAD 83(1986) POSITION- 40 53 12.     (N) 097 37 01.     (W)   SCALED
 LG0689* NAVD 88 ORTHO HEIGHT -   504.163 (meters)     1654.07  (feet) ADJUSTED
 LG0689  ______________________________________________________________________
 LG0689  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 LG0689  DYNAMIC HEIGHT  -        503.898 (meters)     1653.21  (feet) COMP
 LG0689  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 LG0689
 LG0689  VERT ORDER      -  SECOND    CLASS 0
 LG0689
 LG0689.The horizontal coordinates were scaled from a map and have
 LG0689.an estimated accuracy of +/- 6 seconds.
 LG0689
 LG0689.The orthometric height was determined by differential leveling and
 LG0689.adjusted by the NATIONAL GEODETIC SURVEY
 LG0689.in June 1991.
 LG0689
 LG0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0689.GEOID18 height accuracy estimate available here.
 LG0689
 LG0689.Click photographs - Photos may exist for this station.
 LG0689
 LG0689.The dynamic height is computed by dividing the NAVD 88
 LG0689.geopotential number by the normal gravity value computed on the
 LG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0689.degrees latitude (g = 980.6199 gals.).
 LG0689
 LG0689.The modeled gravity was interpolated from observed gravity values.
 LG0689
 LG0689;                    North         East    Units  Estimated Accuracy
 LG0689;SPC NE       -   119,720.      700,760.      MT  (+/- 180 meters Scaled)
 LG0689
 LG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL165270(NAD 83)
 LG0689
 LG0689                          SUPERSEDED SURVEY CONTROL
 LG0689
 LG0689  NGVD 29 (??/??/92)  503.900  (m)         1653.21   (f) ADJ UNCH    2 0
 LG0689
 LG0689.Superseded values are not recommended for survey control.
 LG0689
 LG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0689.See file dsdata.pdf to determine how the superseded data were derived.
 LG0689
 LG0689_MARKER: DB = BENCH MARK DISK
 LG0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0689_STAMPING: H 363 1961
 LG0689_MARK LOGO: CGS
 LG0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0689+STABILITY: SURFACE MOTION
 LG0689
 LG0689  HISTORY     - Date     Condition        Report By
 LG0689  HISTORY     - 1961     MONUMENTED       CGS
 LG0689
 LG0689                          STATION DESCRIPTION
 LG0689
 LG0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0689'2.2 MI W FROM YORK.
 LG0689'0.3 MILE ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LG0689'THE STATION AT YORK, THENCE 0.9 MILE NORTH ALONG DIVISION STREET,
 LG0689'THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 34 AND STATE 2, 35 FEET
 LG0689'SOUTH OF CENTERLINE OF U.S. HIGHWAY 34 AND STATE 2, 51 FEET
 LG0689'SOUTHWEST OF JUNCTION OF CROSSROADS, 41.3 FEET WEST OF CENTER
 LG0689'OF DIRT ROAD, 8 FEET OF E-W AND N-S FENCE CORNER, 2.4 FEET
 LG0689'WEST OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN
 LG0689'HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0689'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1406 ***********************************************************************
 LG1406  DESIGNATION -  H 364 RESET
 LG1406  PID         -  LG1406
 LG1406  STATE/COUNTY-  NE/CASS
 LG1406  COUNTRY     -  US
 LG1406  USGS QUAD   -  AVOCA (2017)
 LG1406
 LG1406                         *CURRENT SURVEY CONTROL
 LG1406  ______________________________________________________________________
 LG1406* NAD 83(1986) POSITION- 40 48 46.     (N) 096 07 27.     (W)   SCALED
 LG1406* NAVD 88 ORTHO HEIGHT -   367.51  (meters)     1205.7   (feet) RESET
 LG1406  ______________________________________________________________________
 LG1406  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 LG1406  VERT ORDER      -  THIRD
 LG1406
 LG1406.The horizontal coordinates were scaled from a map and have
 LG1406.an estimated accuracy of +/- 6 seconds.
 LG1406
 LG1406.The orthometric height was computed from unverified reset data.
 LG1406
 LG1406.No vertical observational check was made to the station.
 LG1406
 LG1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1406.GEOID18 height accuracy estimate available here.
 LG1406
 LG1406.Click photographs - Photos may exist for this station.
 LG1406
 LG1406;                    North         East    Units  Estimated Accuracy
 LG1406;SPC NE       -   116,070.      826,820.      MT  (+/- 180 meters Scaled)
 LG1406
 LG1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL425219(NAD 83)
 LG1406
 LG1406                          SUPERSEDED SURVEY CONTROL
 LG1406
 LG1406  NGVD 29 (01/31/13)  367.42   (m)         1205.4    (f) RESET       3  
 LG1406
 LG1406.Superseded values are not recommended for survey control.
 LG1406
 LG1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1406.See file dsdata.pdf to determine how the superseded data were derived.
 LG1406
 LG1406_MARKER: DV = VERTICAL CONTROL DISK
 LG1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1406_STAMPING: H 364 RESET 1984
 LG1406_MARK LOGO: NGS
 LG1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1406+STABILITY: SURFACE MOTION
 LG1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1406+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2013
 LG1406
 LG1406  HISTORY     - Date     Condition        Report By
 LG1406  HISTORY     - 1984     MONUMENTED       NGS
 LG1406  HISTORY     - 20131020 GOOD             NEDR
 LG1406
 LG1406                          STATION DESCRIPTION
 LG1406
 LG1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1406'0.08 KM (0.05 MI) WEST FROM THE POST OFFICE IN AVOCA, THENCE 2.09 KM
 LG1406'(1.30 MI) RIGHT AND NORTH ALONG STATE HIGHWAY 13C SPUR, THENCE 0.32
 LG1406'KM (0.20 MI) LEFT AND WEST ALONG US HIGHWAY 34 TO THE MARK ON THE
 LG1406'RIGHT, ABOUT 91 M (298.6 FT) EAST FROM A SMALL STREAM, 19.1 M (62.7
 LG1406'FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 6.10 M (20.01 FT)
 LG1406'NORTH-NORTHEAST FROM THE EAST END OF A METAL PIPE CULVERT FOR A FIELD
 LG1406'ENTRANCE, 5.2 M (17.1 FT) EAST FROM THE CENTER OF A GATE, 1.34 M
 LG1406'(4.40 FT) EAST FROM A CONCRETE RIGHT-OF-WAY MARKER POST.
 LG1406
 LG1406                          STATION RECOVERY (2013)
 LG1406
 LG1406'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 LG1406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0466 ***********************************************************************
 LG0466  DESIGNATION -  H 365
 LG0466  PID         -  LG0466
 LG0466  STATE/COUNTY-  NE/SALINE
 LG0466  COUNTRY     -  US
 LG0466  USGS QUAD   -  DORCHESTER (2017)
 LG0466
 LG0466                         *CURRENT SURVEY CONTROL
 LG0466  ______________________________________________________________________
 LG0466* NAD 83(1986) POSITION- 40 37 32.27   (N) 097 07 19.22   (W)   HD_HELD1
 LG0466* NAVD 88 ORTHO HEIGHT -   450.445 (meters)     1477.84  (feet) ADJUSTED
 LG0466  ______________________________________________________________________
 LG0466  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 LG0466  DYNAMIC HEIGHT  -        450.195 (meters)     1477.01  (feet) COMP
 LG0466  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 LG0466
 LG0466  VERT ORDER      -  SECOND    CLASS 0
 LG0466
 LG0466.The horizontal coordinates were determined by differentially corrected
 LG0466.hand held GPS observations or other comparable positioning techniques
 LG0466.and have an estimated accuracy of +/- 3 meters.
 LG0466
 LG0466.The orthometric height was determined by differential leveling and
 LG0466.adjusted by the NATIONAL GEODETIC SURVEY
 LG0466.in June 1991.
 LG0466
 LG0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0466.GEOID18 height accuracy estimate available here.
 LG0466
 LG0466.Click photographs - Photos may exist for this station.
 LG0466
 LG0466.The dynamic height is computed by dividing the NAVD 88
 LG0466.geopotential number by the normal gravity value computed on the
 LG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0466.degrees latitude (g = 980.6199 gals.).
 LG0466
 LG0466.The modeled gravity was interpolated from observed gravity values.
 LG0466
 LG0466;                    North         East    Units  Estimated Accuracy
 LG0466;SPC NE       -    92,019.8     743,405.9     MT  (+/- 3 meters HH1 GPS) 
 LG0466
 LG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5883698895(NAD 83)
 LG0466
 LG0466                          SUPERSEDED SURVEY CONTROL
 LG0466
 LG0466  NGVD 29 (??/??/92)  450.283  (m)         1477.30   (f) ADJ UNCH    2 0
 LG0466
 LG0466.Superseded values are not recommended for survey control.
 LG0466
 LG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0466.See file dsdata.pdf to determine how the superseded data were derived.
 LG0466
 LG0466_MARKER: DB = BENCH MARK DISK
 LG0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0466_STAMPING: H 365 1961
 LG0466_MARK LOGO: CGS
 LG0466_PROJECTION: FLUSH
 LG0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0466+STABILITY: SURFACE MOTION
 LG0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0466+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2020
 LG0466
 LG0466  HISTORY     - Date     Condition        Report By
 LG0466  HISTORY     - 1961     MONUMENTED       CGS
 LG0466  HISTORY     - 20091119 GOOD             INDIV
 LG0466  HISTORY     - 20200409 GOOD             NEGS
 LG0466
 LG0466                          STATION DESCRIPTION
 LG0466
 LG0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0466'1.8 MI SW FROM DORCHESTER.
 LG0466'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0466'FROM THE STATION AT DORCHESTER, THENCE 1.5 MILES SOUTH ALONG
 LG0466'STATE HIGHWAY 15, 88 FEET NORTHEAST OF THE CENTER OF A CROSSING,
 LG0466'78.4 FEET NORTHEAST OF POWER POLE 002115, 51.4 FEET EAST OF A
 LG0466'FENCE CORNER, 44 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 LG0466'CONCRETE CULVERT, 31.3 FEET NORTH OF THE CENTER OF A GRAVEL
 LG0466'ROAD, 2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 1.6
 LG0466'FEET SOUTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 LG0466'LEVEL WITH THE ROAD.
 LG0466
 LG0466                          STATION RECOVERY (2009)
 LG0466
 LG0466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LG0466'RECOVERED AS DESCRIBED, 1.0 FEET SOUTH OF BOTTOM OF CARSONITE WITNESS
 LG0466'SIGN. SUITABLE FOR GPS. EAST SIDE OF MARK, CONCRETE HAS BEEN BROKEN
 LG0466'OFF, BUT IT STILL LOOKS STABLE, AND IS FLUSH.
 LG0466
 LG0466                          STATION RECOVERY (2020)
 LG0466
 LG0466'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0466'TO REACH FROM THE INTERSECTION ON NE. HIGHWAY 33 AND LINK 76E,
 LG0466'SOUTHWEST OF DORCHESTER, NE., GO SOUTH ON COUNTY ROAD 1400 FOR 1.5 MI
 LG0466'(2.4 KM) TO COUNTY ROAD F AND THE MARK IN THE NORTHEAST CORNER OF THE
 LG0466'INTERSECTION.
 LG0466'
 LG0466'THE MARK IS 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, 83 FT (25.3 M)
 LG0466'EAST OF THE CENTERLINE OF COUNTY ROAD 1400 AND 31.0 FT (9.4 M) NORTH
 LG0466'OF THE CENTERLINE OF COUNTY ROAD F.  THE MARK CAN BE FOR USED FOR GPS
 LG0466'BUT THERE ARE NUMEROUS OVERHEAD POWER LINES IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0019 ***********************************************************************
 NN0019  DESIGNATION -  H 37
 NN0019  PID         -  NN0019
 NN0019  STATE/COUNTY-  NE/KNOX
 NN0019  COUNTRY     -  US
 NN0019  USGS QUAD   -  VERDEL (2017)
 NN0019
 NN0019                         *CURRENT SURVEY CONTROL
 NN0019  ______________________________________________________________________
 NN0019* NAD 83(1986) POSITION- 42 48 37.     (N) 098 11 21.     (W)   SCALED
 NN0019* NAVD 88 ORTHO HEIGHT -   383.627 (meters)     1258.62  (feet) ADJUSTED
 NN0019  ______________________________________________________________________
 NN0019  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 NN0019  DYNAMIC HEIGHT  -        383.497 (meters)     1258.19  (feet) COMP
 NN0019  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 NN0019
 NN0019  VERT ORDER      -  SECOND    CLASS 0
 NN0019
 NN0019.The horizontal coordinates were scaled from a map and have
 NN0019.an estimated accuracy of +/- 6 seconds.
 NN0019
 NN0019.The orthometric height was determined by differential leveling and
 NN0019.adjusted by the NATIONAL GEODETIC SURVEY
 NN0019.in June 1991.
 NN0019
 NN0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0019.GEOID18 height accuracy estimate available here.
 NN0019
 NN0019.Click photographs - Photos may exist for this station.
 NN0019
 NN0019.The dynamic height is computed by dividing the NAVD 88
 NN0019.geopotential number by the normal gravity value computed on the
 NN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0019.degrees latitude (g = 980.6199 gals.).
 NN0019
 NN0019.The modeled gravity was interpolated from observed gravity values.
 NN0019
 NN0019;                    North         East    Units  Estimated Accuracy
 NN0019;SPC NE       -   332,100.      648,090.      MT  (+/- 180 meters Scaled)
 NN0019
 NN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN662400(NAD 83)
 NN0019
 NN0019                          SUPERSEDED SURVEY CONTROL
 NN0019
 NN0019  NGVD 29 (??/??/92)  383.391  (m)         1257.84   (f) ADJ UNCH    2 0
 NN0019
 NN0019.Superseded values are not recommended for survey control.
 NN0019
 NN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0019.See file dsdata.pdf to determine how the superseded data were derived.
 NN0019
 NN0019_MARKER: DB = BENCH MARK DISK
 NN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0019_STAMPING: H 37 1934
 NN0019_MARK LOGO: CGS
 NN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0019+STABILITY: SURFACE MOTION
 NN0019
 NN0019  HISTORY     - Date     Condition        Report By
 NN0019  HISTORY     - 1934     MONUMENTED       CGS
 NN0019  HISTORY     - 1949     GOOD             CGS
 NN0019
 NN0019                          STATION DESCRIPTION
 NN0019
 NN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0019'AT VERDEL.
 NN0019'LOCATED AT VERDEL ALONG THE R/W OF CHICAGO AND NORTH WESTERN
 NN0019'RWY., 0.2 OF MILE EAST OF STATION, 5 TELEGRAPH POLES EAST OF
 NN0019'M.P. 74, 50.7 FEET NORTH OF SIDE TRACK SWITCH, 36.3 FEET NORTH
 NN0019'OF NORTH RAIL, 9.2 FEET WEST OF TELEGRAPH POLE.  STANDARD
 NN0019'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NN0019
 NN0019                          STATION RECOVERY (1949)
 NN0019
 NN0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1306 ***********************************************************************
 NM1306  DESIGNATION -  H 38
 NM1306  PID         -  NM1306
 NM1306  STATE/COUNTY-  NE/PIERCE
 NM1306  COUNTRY     -  US
 NM1306  USGS QUAD   -  PLAINVIEW (2017)
 NM1306
 NM1306                         *CURRENT SURVEY CONTROL
 NM1306  ______________________________________________________________________
 NM1306* NAD 83(1986) POSITION- 42 21 01.     (N) 097 47 57.     (W)   SCALED
 NM1306* NAVD 88 ORTHO HEIGHT -   513.096 (meters)     1683.38  (feet) ADJUSTED
 NM1306  ______________________________________________________________________
 NM1306  GEOID HEIGHT    -        -25.004 (meters)                     GEOID18
 NM1306  DYNAMIC HEIGHT  -        512.906 (meters)     1682.76  (feet) COMP
 NM1306  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 NM1306
 NM1306  VERT ORDER      -  SECOND    CLASS 0
 NM1306
 NM1306.The horizontal coordinates were scaled from a map and have
 NM1306.an estimated accuracy of +/- 6 seconds.
 NM1306
 NM1306.The orthometric height was determined by differential leveling and
 NM1306.adjusted by the NATIONAL GEODETIC SURVEY
 NM1306.in June 1991.
 NM1306
 NM1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1306.GEOID18 height accuracy estimate available here.
 NM1306
 NM1306.Click photographs - Photos may exist for this station.
 NM1306
 NM1306.The dynamic height is computed by dividing the NAVD 88
 NM1306.geopotential number by the normal gravity value computed on the
 NM1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1306.degrees latitude (g = 980.6199 gals.).
 NM1306
 NM1306.The modeled gravity was interpolated from observed gravity values.
 NM1306
 NM1306;                    North         East    Units  Estimated Accuracy
 NM1306;SPC NE       -   281,760.      681,280.      MT  (+/- 180 meters Scaled)
 NM1306
 NM1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM989893(NAD 83)
 NM1306
 NM1306                          SUPERSEDED SURVEY CONTROL
 NM1306
 NM1306  NGVD 29 (??/??/92)  512.910  (m)         1682.77   (f) ADJ UNCH    2 0
 NM1306
 NM1306.Superseded values are not recommended for survey control.
 NM1306
 NM1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1306.See file dsdata.pdf to determine how the superseded data were derived.
 NM1306
 NM1306_MARKER: DB = BENCH MARK DISK
 NM1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1306_STAMPING: H 38 1934
 NM1306_MARK LOGO: CGS
 NM1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1306+STABILITY: SURFACE MOTION
 NM1306
 NM1306  HISTORY     - Date     Condition        Report By
 NM1306  HISTORY     - 1934     MONUMENTED       CGS
 NM1306  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1306
 NM1306                          STATION DESCRIPTION
 NM1306
 NM1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1306'AT PLAINVIEW.
 NM1306'LOCATED AT PLAINVIEW ALONG THE R/W OF THE CHICAGO AND NORTH
 NM1306'WESTERN RWY., 0.4 OF MILE NORTHWEST OF THE STATION, 44 FEET
 NM1306'NORTHWEST OF NORTH WEST RAIL, 36.4 FEET SOUTH OF CENTERLINE OF
 NM1306'STATE HWY. 20, 3 FEET WEST OF CORNER FENCE POST.  STANDARD TABLET
 NM1306'SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM1306
 NM1306                          STATION RECOVERY (1999)
 NM1306
 NM1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1306'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1439 ***********************************************************************
 NM1439  DESIGNATION -  H 39
 NM1439  PID         -  NM1439
 NM1439  STATE/COUNTY-  NE/KNOX
 NM1439  COUNTRY     -  US
 NM1439  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1439
 NM1439                         *CURRENT SURVEY CONTROL
 NM1439  ______________________________________________________________________
 NM1439* NAD 83(1986) POSITION- 42 43 43.     (N) 097 31 25.     (W)   SCALED
 NM1439* NAVD 88 ORTHO HEIGHT -   443.880 (meters)     1456.30  (feet) ADJUSTED
 NM1439  ______________________________________________________________________
 NM1439  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 NM1439  DYNAMIC HEIGHT  -        443.736 (meters)     1455.82  (feet) COMP
 NM1439  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 NM1439
 NM1439  VERT ORDER      -  SECOND    CLASS 0
 NM1439
 NM1439.The horizontal coordinates were scaled from a map and have
 NM1439.an estimated accuracy of +/- 6 seconds.
 NM1439
 NM1439.The orthometric height was determined by differential leveling and
 NM1439.adjusted by the NATIONAL GEODETIC SURVEY
 NM1439.in June 1991.
 NM1439
 NM1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1439.GEOID18 height accuracy estimate available here.
 NM1439
 NM1439.Click photographs - Photos may exist for this station.
 NM1439
 NM1439.The dynamic height is computed by dividing the NAVD 88
 NM1439.geopotential number by the normal gravity value computed on the
 NM1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1439.degrees latitude (g = 980.6199 gals.).
 NM1439
 NM1439.The modeled gravity was interpolated from observed gravity values.
 NM1439
 NM1439;                    North         East    Units  Estimated Accuracy
 NM1439;SPC NE       -   324,380.      702,760.      MT  (+/- 180 meters Scaled)
 NM1439
 NM1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN208317(NAD 83)
 NM1439
 NM1439                          SUPERSEDED SURVEY CONTROL
 NM1439
 NM1439  NGVD 29 (??/??/92)  443.666  (m)         1455.59   (f) ADJ UNCH    2 0
 NM1439
 NM1439.Superseded values are not recommended for survey control.
 NM1439
 NM1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1439.See file dsdata.pdf to determine how the superseded data were derived.
 NM1439
 NM1439_MARKER: DB = BENCH MARK DISK
 NM1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1439_STAMPING: H 39 1934
 NM1439_MARK LOGO: CGS
 NM1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1439+STABILITY: SURFACE MOTION
 NM1439
 NM1439  HISTORY     - Date     Condition        Report By
 NM1439  HISTORY     - 1934     MONUMENTED       CGS
 NM1439
 NM1439                          STATION DESCRIPTION
 NM1439
 NM1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1439'1 MI W FROM CROFTON.
 NM1439'1 MILE WEST OF CROFTON, 154 FEET SOUTH OF JUNCTION OF STATE
 NM1439'HIGHWAY 12 AND U.S. HIGHWAY 81, 34 FEET EAST OF CENTERLINE OF
 NM1439'U.S. HIGHWAY 81, IN LINE WITH A ROW OF ASH TREES, BETWEEN FOURTH
 NM1439'AND FIFTH TREE FROM NORTH END.  STANDARD TABLET SET IN TOP OF
 NM1439'CONCRETE POST 5 INCHES HIGH, STAMPED H 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0318 ***********************************************************************
 NP0318  DESIGNATION -  H 4
 NP0318  PID         -  NP0318
 NP0318  STATE/COUNTY-  NE/DAWES
 NP0318  COUNTRY     -  US
 NP0318  USGS QUAD   -  CRAWFORD (2017)
 NP0318
 NP0318                         *CURRENT SURVEY CONTROL
 NP0318  ______________________________________________________________________
 NP0318* NAD 83(1986) POSITION- 42 39 47.6    (N) 103 27 44.0    (W)   HD_HELD2
 NP0318* NAVD 88 ORTHO HEIGHT -  1154.001 (meters)     3786.08  (feet) ADJUSTED
 NP0318  ______________________________________________________________________
 NP0318  GEOID HEIGHT    -        -17.426 (meters)                     GEOID18
 NP0318  DYNAMIC HEIGHT  -       1153.379 (meters)     3784.04  (feet) COMP
 NP0318  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 NP0318
 NP0318  VERT ORDER      -  FIRST     CLASS II
 NP0318
 NP0318.The horizontal coordinates were established by autonomous hand held GPS
 NP0318.observations and have an estimated accuracy of +/- 10 meters.
 NP0318
 NP0318.The orthometric height was determined by differential leveling and
 NP0318.adjusted by the NATIONAL GEODETIC SURVEY
 NP0318.in June 1991.
 NP0318
 NP0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0318.GEOID18 height accuracy estimate available here.
 NP0318
 NP0318.Click photographs - Photos may exist for this station.
 NP0318
 NP0318.The dynamic height is computed by dividing the NAVD 88
 NP0318.geopotential number by the normal gravity value computed on the
 NP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0318.degrees latitude (g = 980.6199 gals.).
 NP0318
 NP0318.The modeled gravity was interpolated from observed gravity values.
 NP0318
 NP0318;                    North         East    Units  Estimated Accuracy
 NP0318;SPC NE       -   319,893.      216,265.      MT  (+/- 10 meters HH2 GPS)
 NP0318
 NP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2602524563(NAD 83)
 NP0318
 NP0318                          SUPERSEDED SURVEY CONTROL
 NP0318
 NP0318  NGVD 29 (??/??/92) 1153.404  (m)         3784.13   (f) ADJ UNCH    1 2
 NP0318
 NP0318.Superseded values are not recommended for survey control.
 NP0318
 NP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0318.See file dsdata.pdf to determine how the superseded data were derived.
 NP0318
 NP0318_MARKER: V = STONE MONUMENT
 NP0318_SETTING: 0 = UNSPECIFIED SETTING
 NP0318_SP_SET: STONE MONUMENT
 NP0318_MARK LOGO: NONE
 NP0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0318+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2010
 NP0318
 NP0318  HISTORY     - Date     Condition        Report By
 NP0318  HISTORY     - 1902     MONUMENTED       CGS
 NP0318  HISTORY     - 1954     GOOD             CGS
 NP0318  HISTORY     - 1970     GOOD             USFS
 NP0318  HISTORY     - 1985     GOOD             NGS
 NP0318  HISTORY     - 20101022 GOOD             GEOCAC
 NP0318
 NP0318                          STATION DESCRIPTION
 NP0318
 NP0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0318'AT FORT ROBINSON.
 NP0318'AT FORT ROBINSON, DAWES COUNTY, ON THE RIGHT-OF-WAY OF THE
 NP0318'CHICAGO AND NORTH WESTERN RAILWAY, AT THE NORTH SIDE OF THE
 NP0318'STATION PARK, 76.3 FEET EAST OF THE EAST WALL OF THE STATION,
 NP0318'22 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 4 FEET EAST
 NP0318'OF THE NORTHEASTERMOST TREE IN THE PARK, 1 FOOT SOUTH OF THE
 NP0318'NORTH WIRE FENCE, AND FLUSH WITH THE SURFACE OF THE BLUE-GRASS
 NP0318'LAWN.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF AN INDIANA
 NP0318'BEDFORD LIMESTONE POST, SURROUNDED BY THE LETTERS USBM.
 NP0318'NOTE-- THE OLD STATION BUILDING AND TREES ARE GONE.  THE STUMP
 NP0318'OF TREE EXISTS 4 FEET WEST OF BM.  NEW TIES AS FOLLOWS-- BM H 4
 NP0318'LOCATED 63.8 FEET NW OF FIRE HYDRANT, 50.9 FEET NW OF TELEGRAPH
 NP0318'POLE, 22.0 FEET SOUTH OF CENTER LINE RAILROAD AND 270 FEET WEST
 NP0318'OF POINT OF SWITCH ON CNWRR AND 6/10 MILE WESTERLY FROM CNWRR
 NP0318'MILE POST NO. 435.
 NP0318
 NP0318                          STATION RECOVERY (1970)
 NP0318
 NP0318'RECOVERY NOTE BY US FOREST SERVICE 1970
 NP0318'RECOVERED IN GOOD CONDITION.
 NP0318
 NP0318                          STATION RECOVERY (1985)
 NP0318
 NP0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0318'RECOVERED IN GOOD CONDITION.
 NP0318
 NP0318                          STATION RECOVERY (2010)
 NP0318
 NP0318'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NP0318'UPPER LEFT CORNER WITH THE 'U' HAS BEEN BROKEN OFF. MARK IS ON THE
 NP0318'GROUNDS OF FORT ROBINSON STATE PARK (ENTRY FEE REQUIRED). IT IS 67 FT
 NP0318'SW OF THE INTERSECTION OF THE ABANDONED TRACKS AND THE ROAD TO THE RED
 NP0318'CLOUD CAMPGROUND LOOP AND 19.7 FT SLOPE DISTANCE FROM THE NEAR RAIL.
 NP0318'MARK WAS SET IN 1902.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1134 ***********************************************************************
 NM1134  DESIGNATION -  H 40
 NM1134  PID         -  NM1134
 NM1134  STATE/COUNTY-  NE/CEDAR
 NM1134  COUNTRY     -  US
 NM1134  USGS QUAD   -  COLERIDGE (2017)
 NM1134
 NM1134                         *CURRENT SURVEY CONTROL
 NM1134  ______________________________________________________________________
 NM1134* NAD 83(1986) POSITION- 42 30 51.     (N) 097 12 35.     (W)   SCALED
 NM1134* NAVD 88 ORTHO HEIGHT -   469.850 (meters)     1541.50  (feet) ADJUSTED
 NM1134  ______________________________________________________________________
 NM1134  GEOID HEIGHT    -        -25.435 (meters)                     GEOID18
 NM1134  DYNAMIC HEIGHT  -        469.680 (meters)     1540.94  (feet) COMP
 NM1134  MODELED GRAVITY -    980,245.2   (mgal)                       NAVD 88
 NM1134
 NM1134  VERT ORDER      -  SECOND    CLASS 0
 NM1134
 NM1134.The horizontal coordinates were scaled from a map and have
 NM1134.an estimated accuracy of +/- 6 seconds.
 NM1134
 NM1134.The orthometric height was determined by differential leveling and
 NM1134.adjusted by the NATIONAL GEODETIC SURVEY
 NM1134.in June 1991.
 NM1134
 NM1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1134.GEOID18 height accuracy estimate available here.
 NM1134
 NM1134.Click photographs - Photos may exist for this station.
 NM1134
 NM1134.The dynamic height is computed by dividing the NAVD 88
 NM1134.geopotential number by the normal gravity value computed on the
 NM1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1134.degrees latitude (g = 980.6199 gals.).
 NM1134
 NM1134.The modeled gravity was interpolated from observed gravity values.
 NM1134
 NM1134;                    North         East    Units  Estimated Accuracy
 NM1134;SPC NE       -   301,360.      729,220.      MT  (+/- 180 meters Scaled)
 NM1134
 NM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN470084(NAD 83)
 NM1134
 NM1134                          SUPERSEDED SURVEY CONTROL
 NM1134
 NM1134  NGVD 29 (??/??/92)  469.637  (m)         1540.80   (f) ADJ UNCH    2 0
 NM1134
 NM1134.Superseded values are not recommended for survey control.
 NM1134
 NM1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1134.See file dsdata.pdf to determine how the superseded data were derived.
 NM1134
 NM1134_MARKER: DB = BENCH MARK DISK
 NM1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1134_STAMPING: H 40 1934
 NM1134_MARK LOGO: CGS
 NM1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1134+STABILITY: SURFACE MOTION
 NM1134
 NM1134  HISTORY     - Date     Condition        Report By
 NM1134  HISTORY     - 1934     MONUMENTED       CGS
 NM1134  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1134
 NM1134                          STATION DESCRIPTION
 NM1134
 NM1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1134'0.7 MI NW FROM CALERIDGE.
 NM1134'IS LOCATED 0.7 OF MILE NORTHWEST OF STATION ALONG C.ST.P.M.
 NM1134'AND O.RWY. AT CALERIDGE, 44.4 FEET NORTHEAST OF NORTHEAST RAIL
 NM1134'OF TRACK, 35 FEET SOUTHWEST OF CENTERLINE OF STATE HWY. 15,
 NM1134'1.2 FEET SOUTHWEST OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM1134'OF CONCRETE POST 5 INCHES HIGH.
 NM1134
 NM1134                          STATION RECOVERY (1966)
 NM1134
 NM1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0551 ***********************************************************************
 NP0551  DESIGNATION -  H 416
 NP0551  PID         -  NP0551
 NP0551  STATE/COUNTY-  NE/DAWES
 NP0551  COUNTRY     -  US
 NP0551  USGS QUAD   -  HORN (2017)
 NP0551
 NP0551                         *CURRENT SURVEY CONTROL
 NP0551  ______________________________________________________________________
 NP0551* NAD 83(1986) POSITION- 42 48 31.     (N) 103 28 53.     (W)   SCALED
 NP0551* NAVD 88 ORTHO HEIGHT -  1123.127 (meters)     3684.79  (feet) ADJUSTED
 NP0551  ______________________________________________________________________
 NP0551  GEOID HEIGHT    -        -17.088 (meters)                     GEOID18
 NP0551  DYNAMIC HEIGHT  -       1122.556 (meters)     3682.92  (feet) COMP
 NP0551  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 NP0551
 NP0551  VERT ORDER      -  FIRST     CLASS II
 NP0551
 NP0551.The horizontal coordinates were scaled from a map and have
 NP0551.an estimated accuracy of +/- 6 seconds.
 NP0551
 NP0551.The orthometric height was determined by differential leveling and
 NP0551.adjusted by the NATIONAL GEODETIC SURVEY
 NP0551.in June 1991.
 NP0551
 NP0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0551.GEOID18 height accuracy estimate available here.
 NP0551
 NP0551.Click photographs - Photos may exist for this station.
 NP0551
 NP0551.The dynamic height is computed by dividing the NAVD 88
 NP0551.geopotential number by the normal gravity value computed on the
 NP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0551.degrees latitude (g = 980.6199 gals.).
 NP0551
 NP0551.The modeled gravity was interpolated from observed gravity values.
 NP0551
 NP0551;                    North         East    Units  Estimated Accuracy
 NP0551;SPC NE       -   336,090.      215,350.      MT  (+/- 180 meters Scaled)
 NP0551
 NP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH241406(NAD 83)
 NP0551
 NP0551                          SUPERSEDED SURVEY CONTROL
 NP0551
 NP0551.No superseded survey control is available for this station.
 NP0551
 NP0551_MARKER: I = METAL ROD
 NP0551_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0551+WITH SETTING: INFORMATION.
 NP0551_STAMPING: H 416 1985
 NP0551_MARK LOGO: NGS
 NP0551_PROJECTION: FLUSH
 NP0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0551_ROD/PIPE-DEPTH: 1.2 meters
 NP0551
 NP0551  HISTORY     - Date     Condition        Report By
 NP0551  HISTORY     - 1985     MONUMENTED       NGS
 NP0551
 NP0551                          STATION DESCRIPTION
 NP0551
 NP0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0551'19.2 KM (11.95 MI) NORTH FROM CRAWFORD.
 NP0551'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0551'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0551'ALONG STATE ROUTE 71, THENCE 3.2 KM (2 FT) WEST ALONG A GRAVEL ROAD,
 NP0551'THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1
 NP0551'MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD
 NP0551'CROSSING, THENCE 7.4 KM (4.6 MI) NORTH-NORTHWEST ALONG THE EAST SIDE
 NP0551'OF THE TRACKS ON A GRAVEL ROAD, AT THE NORTHWEST END OF A CUTBANK AND
 NP0551'ABOUT THE MIDDLE OF A DRY GULLEY, 16.5 METERS (54 FT) NORTH-NORTHEAST
 NP0551'OF THE CENTER OF THE ROAD AND 0.6 METER (1 FT) SOUTH-SOUTHWEST OF A
 NP0551'FENCE.  ROD SET TO 4 FOOT ANCHORED REFUSAL.
 NP0551'THE MARK IS 0.15 METERS  SSW FROM  A WITNESS POST
 NP0551'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0342 ***********************************************************************
 MN0342  DESIGNATION -  H 417
 MN0342  PID         -  MN0342
 MN0342  STATE/COUNTY-  NE/MORRILL
 MN0342  COUNTRY     -  US
 MN0342  USGS QUAD   -  ANGORA (2017)
 MN0342
 MN0342                         *CURRENT SURVEY CONTROL
 MN0342  ______________________________________________________________________
 MN0342* NAD 83(1986) POSITION- 41 50 11.     (N) 103 08 04.     (W)   SCALED
 MN0342* NAVD 88 ORTHO HEIGHT -  1297.874 (meters)     4258.11  (feet) ADJUSTED
 MN0342  ______________________________________________________________________
 MN0342  GEOID HEIGHT    -        -19.270 (meters)                     GEOID18
 MN0342  DYNAMIC HEIGHT  -       1297.027 (meters)     4255.33  (feet) COMP
 MN0342  MODELED GRAVITY -    979,925.0   (mgal)                       NAVD 88
 MN0342
 MN0342  VERT ORDER      -  FIRST     CLASS II
 MN0342
 MN0342.The horizontal coordinates were scaled from a map and have
 MN0342.an estimated accuracy of +/- 6 seconds.
 MN0342
 MN0342.The orthometric height was determined by differential leveling and
 MN0342.adjusted by the NATIONAL GEODETIC SURVEY
 MN0342.in June 1991.
 MN0342
 MN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0342.GEOID18 height accuracy estimate available here.
 MN0342
 MN0342.Click photographs - Photos may exist for this station.
 MN0342
 MN0342.The dynamic height is computed by dividing the NAVD 88
 MN0342.geopotential number by the normal gravity value computed on the
 MN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0342.degrees latitude (g = 980.6199 gals.).
 MN0342
 MN0342.The modeled gravity was interpolated from observed gravity values.
 MN0342
 MN0342;                    North         East    Units  Estimated Accuracy
 MN0342;SPC NE       -   227,110.      239,790.      MT  (+/- 180 meters Scaled)
 MN0342
 MN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG548332(NAD 83)
 MN0342
 MN0342                          SUPERSEDED SURVEY CONTROL
 MN0342
 MN0342.No superseded survey control is available for this station.
 MN0342
 MN0342_MARKER: I = METAL ROD
 MN0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0342_STAMPING: H 417 1985
 MN0342_MARK LOGO: NGS
 MN0342_PROJECTION: FLUSH
 MN0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0342_ROD/PIPE-DEPTH: 8.5 meters
 MN0342
 MN0342  HISTORY     - Date     Condition        Report By
 MN0342  HISTORY     - 1985     MONUMENTED       NGS
 MN0342
 MN0342                          STATION DESCRIPTION
 MN0342
 MN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0342'2.0 KM (1.25 MI) SW FROM ANGORA.
 MN0342'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0342'ANGORA, THENCE 1.93 KM (1.2 MI) SOUTHWEST ALONG US HIGHWAY 385, AT A
 MN0342'FARM ROAD LEADING WEST, 38.7 METERS (127 FT) NORTHWEST OF THE HIGHWAY
 MN0342'CENTERLINE, 17.4 METERS (57 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 MN0342'8.7 METERS (28.5 FT) NORTHEAST OF A POWER POLE AND 0.5 METER (1.5 FT)
 MN0342'SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM
 MN0342'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0342'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MN0342'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0372 ***********************************************************************
 MN0372  DESIGNATION -  H 418
 MN0372  PID         -  MN0372
 MN0372  STATE/COUNTY-  NE/CHEYENNE
 MN0372  COUNTRY     -  US
 MN0372  USGS QUAD   -  GURLEY (2017)
 MN0372
 MN0372                         *CURRENT SURVEY CONTROL
 MN0372  ______________________________________________________________________
 MN0372* NAD 83(1986) POSITION- 41 18 04.     (N) 102 58 23.     (W)   SCALED
 MN0372* NAVD 88 ORTHO HEIGHT -  1302.353 (meters)     4272.80  (feet) ADJUSTED
 MN0372  ______________________________________________________________________
 MN0372  GEOID HEIGHT    -        -19.796 (meters)                     GEOID18
 MN0372  DYNAMIC HEIGHT  -       1301.438 (meters)     4269.80  (feet) COMP
 MN0372  MODELED GRAVITY -    979,875.6   (mgal)                       NAVD 88
 MN0372
 MN0372  VERT ORDER      -  FIRST     CLASS II
 MN0372
 MN0372.The horizontal coordinates were scaled from a map and have
 MN0372.an estimated accuracy of +/- 6 seconds.
 MN0372
 MN0372.The orthometric height was determined by differential leveling and
 MN0372.adjusted by the NATIONAL GEODETIC SURVEY
 MN0372.in June 1991.
 MN0372
 MN0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0372.GEOID18 height accuracy estimate available here.
 MN0372
 MN0372.Click photographs - Photos may exist for this station.
 MN0372
 MN0372.The dynamic height is computed by dividing the NAVD 88
 MN0372.geopotential number by the normal gravity value computed on the
 MN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0372.degrees latitude (g = 980.6199 gals.).
 MN0372
 MN0372.The modeled gravity was interpolated from observed gravity values.
 MN0372
 MN0372;                    North         East    Units  Estimated Accuracy
 MN0372;SPC NE       -   167,240.      251,140.      MT  (+/- 180 meters Scaled)
 MN0372
 MN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF696741(NAD 83)
 MN0372
 MN0372                          SUPERSEDED SURVEY CONTROL
 MN0372
 MN0372.No superseded survey control is available for this station.
 MN0372
 MN0372_MARKER: I = METAL ROD
 MN0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0372_STAMPING: H 418 1985
 MN0372_MARK LOGO: NGS
 MN0372_PROJECTION: FLUSH
 MN0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0372+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 MN0372_ROD/PIPE-DEPTH: 6.1 meters
 MN0372
 MN0372  HISTORY     - Date     Condition        Report By
 MN0372  HISTORY     - 1985     MONUMENTED       NGS
 MN0372  HISTORY     - 20071205 GOOD             NEDR
 MN0372
 MN0372                          STATION DESCRIPTION
 MN0372
 MN0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0372'2.1 KM (1.3 MI) SOUTH FROM GURLEY.
 MN0372'2.1 KM (1.3 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0372'STREET AT GURLEY, AT THE SOUTHWEST CORNER OF THE GURLEY CEMETERY,
 MN0372'17.8 METERS (58.3 FT) EAST OF THE HIGHWAY CENTERLINE, 6.4 METERS (21
 MN0372'FT) EAST OF THE CORNER FENCE POST OF THE CEMETERY, 6.7 METERS (22 FT)
 MN0372'EAST OF A CONCRETE RIGHT OF WAY MARKER, 0.6 METER (2 FT) WEST OF A
 MN0372'CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1 FT) SOUTH OF THE FENCE
 MN0372'AROUND THE CEMETERY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0372'5-INCH LOGO CAP.
 MN0372'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0372'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MN0372
 MN0372                          STATION RECOVERY (2007)
 MN0372
 MN0372'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0393 ***********************************************************************
 MN0393  DESIGNATION -  H 422
 MN0393  PID         -  MN0393
 MN0393  STATE/COUNTY-  NE/KEITH
 MN0393  COUNTRY     -  US
 MN0393  USGS QUAD   -  BIG SPRINGS (2017)
 MN0393
 MN0393                         *CURRENT SURVEY CONTROL
 MN0393  ______________________________________________________________________
 MN0393* NAD 83(1986) POSITION- 41 04 13.60   (N) 102 03 03.97   (W)   HD_HELD1
 MN0393* NAVD 88 ORTHO HEIGHT -  1033.358 (meters)     3390.28  (feet) ADJUSTED
 MN0393  ______________________________________________________________________
 MN0393  GEOID HEIGHT    -        -20.657 (meters)                     GEOID18
 MN0393  DYNAMIC HEIGHT  -       1032.693 (meters)     3388.09  (feet) COMP
 MN0393  MODELED GRAVITY -    979,945.5   (mgal)                       NAVD 88
 MN0393
 MN0393  VERT ORDER      -  FIRST     CLASS II
 MN0393
 MN0393.The horizontal coordinates were determined by differentially corrected
 MN0393.hand held GPS observations or other comparable positioning techniques
 MN0393.and have an estimated accuracy of +/- 3 meters.
 MN0393
 MN0393.The orthometric height was determined by differential leveling and
 MN0393.adjusted by the NATIONAL GEODETIC SURVEY
 MN0393.in June 1991.
 MN0393
 MN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0393.GEOID18 height accuracy estimate available here.
 MN0393
 MN0393.Click photographs - Photos may exist for this station.
 MN0393
 MN0393.The dynamic height is computed by dividing the NAVD 88
 MN0393.geopotential number by the normal gravity value computed on the
 MN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0393.degrees latitude (g = 980.6199 gals.).
 MN0393
 MN0393.The modeled gravity was interpolated from observed gravity values.
 MN0393
 MN0393;                    North         East    Units  Estimated Accuracy
 MN0393;SPC NE       -   139,395.8     327,684.0     MT  (+/- 3 meters HH1 GPS) 
 MN0393
 MN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4775750767(NAD 83)
 MN0393
 MN0393                          SUPERSEDED SURVEY CONTROL
 MN0393
 MN0393  NGVD 29 (02/14/92) 1032.900  (m)         3388.77   (f) ADJUSTED    1 2
 MN0393
 MN0393.Superseded values are not recommended for survey control.
 MN0393
 MN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0393.See file dsdata.pdf to determine how the superseded data were derived.
 MN0393
 MN0393_MARKER: I = METAL ROD
 MN0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0393_STAMPING: H 422 1986
 MN0393_MARK LOGO: NGS
 MN0393_PROJECTION: FLUSH
 MN0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0393_ROD/PIPE-DEPTH: 9.1 meters
 MN0393
 MN0393  HISTORY     - Date     Condition        Report By
 MN0393  HISTORY     - 1986     MONUMENTED       NGS
 MN0393
 MN0393                          STATION DESCRIPTION
 MN0393
 MN0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0393'2.5 KM (1.55 MI) ENE FROM BIG SPRINGS.
 MN0393'2.5 KM (1.55 MI) EAST-NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 MN0393'OF STATE ROUTE 25 B IN BIG SPRINGS, AT A SMALL GRAVEL TURN-AROUND
 MN0393'AROUND A 40-INCH ELM TREE, BETWEEN TWO WITNESS POSTS, 18.9 METERS (62
 MN0393'FT) SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 48.2 METERS (158
 MN0393'FT) NORTH-NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 MN0393'RAILROAD TRACKS OF THE UNION PACIFIC RAILROAD, 12.8 METERS (42 FT)
 MN0393'SOUTH-SOUTHEAST OF A 40-INCH ELM TREE AND BETWEEN TWO WITNESS POSTS.
 MN0393'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0393'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 MN0393'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0957 ***********************************************************************
 LH0957  DESIGNATION -  H 423
 LH0957  PID         -  LH0957
 LH0957  STATE/COUNTY-  NE/FURNAS
 LH0957  COUNTRY     -  US
 LH0957  USGS QUAD   -  HENDLEY (2017)
 LH0957
 LH0957                         *CURRENT SURVEY CONTROL
 LH0957  ______________________________________________________________________
 LH0957* NAD 83(1986) POSITION- 40 09 40.     (N) 099 53 41.     (W)   SCALED
 LH0957* NAVD 88 ORTHO HEIGHT -   706.839 (meters)     2319.02  (feet) ADJUSTED
 LH0957  ______________________________________________________________________
 LH0957  GEOID HEIGHT    -        -24.639 (meters)                     GEOID18
 LH0957  DYNAMIC HEIGHT  -        706.387 (meters)     2317.54  (feet) COMP
 LH0957  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 LH0957
 LH0957  VERT ORDER      -  FIRST     CLASS II
 LH0957
 LH0957.The horizontal coordinates were scaled from a map and have
 LH0957.an estimated accuracy of +/- 6 seconds.
 LH0957
 LH0957.The orthometric height was determined by differential leveling and
 LH0957.adjusted by the NATIONAL GEODETIC SURVEY
 LH0957.in June 1991.
 LH0957
 LH0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0957.GEOID18 height accuracy estimate available here.
 LH0957
 LH0957.Click photographs - Photos may exist for this station.
 LH0957
 LH0957.The dynamic height is computed by dividing the NAVD 88
 LH0957.geopotential number by the normal gravity value computed on the
 LH0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0957.degrees latitude (g = 980.6199 gals.).
 LH0957
 LH0957.The modeled gravity was interpolated from observed gravity values.
 LH0957
 LH0957;                    North         East    Units  Estimated Accuracy
 LH0957;SPC NE       -    36,400.      508,970.      MT  (+/- 180 meters Scaled)
 LH0957
 LH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238460(NAD 83)
 LH0957
 LH0957                          SUPERSEDED SURVEY CONTROL
 LH0957
 LH0957  NGVD 29 (02/14/92)  706.555  (m)         2318.09   (f) ADJUSTED    1 2
 LH0957
 LH0957.Superseded values are not recommended for survey control.
 LH0957
 LH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0957.See file dsdata.pdf to determine how the superseded data were derived.
 LH0957
 LH0957_MARKER: I = METAL ROD
 LH0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0957_STAMPING: H 423 1986
 LH0957_MARK LOGO: NGS
 LH0957_PROJECTION: FLUSH
 LH0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0957_ROD/PIPE-DEPTH: 15.8 meters
 LH0957
 LH0957  HISTORY     - Date     Condition        Report By
 LH0957  HISTORY     - 1986     MONUMENTED       NGS
 LH0957
 LH0957                          STATION DESCRIPTION
 LH0957
 LH0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0957'16.3 KM (10.1 MI) SOUTH FROM ARAPAHOE.
 LH0957'16.3 KM (10.2 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0957'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHEAST CORNER OF THE JUNCTION
 LH0957'OF A DIRT ROAD, 15.8 METERS (72 FT) WEST OF THE HIGHWAY CENTERLINE,
 LH0957'34.1 METERS (112 FT) NORTHWEST OF MILEPOST 11, 10.9 METERS (36 FT)
 LH0957'NORTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT) SOUTHEAST OF A
 LH0957'POWER POLE, 0.6 METER (2 FT) NORTHEAST OF A FENCE CORNER AND 0.3 METER
 LH0957'(1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0957'5-INCH LOGO CAP.
 LH0957'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0957'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0315 ***********************************************************************
 MM0315  DESIGNATION -  H 424
 MM0315  PID         -  MM0315
 MM0315  STATE/COUNTY-  NE/LINCOLN
 MM0315  COUNTRY     -  US
 MM0315  USGS QUAD   -  HERSHEY WEST (2017)
 MM0315
 MM0315                         *CURRENT SURVEY CONTROL
 MM0315  ______________________________________________________________________
 MM0315* NAD 83(1986) POSITION- 41 09 34.     (N) 101 05 55.     (W)   SCALED
 MM0315* NAVD 88 ORTHO HEIGHT -   898.308 (meters)     2947.20  (feet) ADJUSTED
 MM0315  ______________________________________________________________________
 MM0315  GEOID HEIGHT    -        -21.864 (meters)                     GEOID18
 MM0315  DYNAMIC HEIGHT  -        897.766 (meters)     2945.42  (feet) COMP
 MM0315  MODELED GRAVITY -    979,990.6   (mgal)                       NAVD 88
 MM0315
 MM0315  VERT ORDER      -  FIRST     CLASS II
 MM0315
 MM0315.The horizontal coordinates were scaled from a map and have
 MM0315.an estimated accuracy of +/- 6 seconds.
 MM0315
 MM0315.The orthometric height was determined by differential leveling and
 MM0315.adjusted by the NATIONAL GEODETIC SURVEY
 MM0315.in June 1991.
 MM0315
 MM0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0315.GEOID18 height accuracy estimate available here.
 MM0315
 MM0315.Click photographs - Photos may exist for this station.
 MM0315
 MM0315.The dynamic height is computed by dividing the NAVD 88
 MM0315.geopotential number by the normal gravity value computed on the
 MM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0315.degrees latitude (g = 980.6199 gals.).
 MM0315
 MM0315.The modeled gravity was interpolated from observed gravity values.
 MM0315
 MM0315;                    North         East    Units  Estimated Accuracy
 MM0315;SPC NE       -   147,820.      407,820.      MT  (+/- 180 meters Scaled)
 MM0315
 MM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL239585(NAD 83)
 MM0315
 MM0315                          SUPERSEDED SURVEY CONTROL
 MM0315
 MM0315  NGVD 29 (02/14/92)  897.915  (m)         2945.91   (f) ADJUSTED    1 2
 MM0315
 MM0315.Superseded values are not recommended for survey control.
 MM0315
 MM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0315.See file dsdata.pdf to determine how the superseded data were derived.
 MM0315
 MM0315_MARKER: F = FLANGE-ENCASED ROD
 MM0315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0315_STAMPING: H 424 1986
 MM0315_MARK LOGO: NGS
 MM0315_PROJECTION: FLUSH
 MM0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0315_ROD/PIPE-DEPTH: 14.6 meters
 MM0315
 MM0315  HISTORY     - Date     Condition        Report By
 MM0315  HISTORY     - 1986     MONUMENTED       NGS
 MM0315  HISTORY     - 20000615 GOOD             NEDR
 MM0315
 MM0315                          STATION DESCRIPTION
 MM0315
 MM0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0315'2.4 KM (1.5 MI) EAST FROM SUTHERLAND.
 MM0315'2.45 KM (1.53 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0315'HIGHWAY 25 SOUTH AT SUTHERLAND, AT THE NORTH CORNER OF AN OFFSET IN
 MM0315'THE RIGHT OF WAY FENCE, 0.21 KM (0.13 MI) EAST OF MILEPOST 159, 11.8
 MM0315'METERS (39 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT) WEST
 MM0315'OF A FENCE CORNER AND 0.3 METER (1 FT) EAST OF A CONCRETE RIGHT OF WAY
 MM0315'MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0315'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0315'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0315
 MM0315                          STATION RECOVERY (2000)
 MM0315
 MM0315'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (TWR)
 MM0315'THE MARK WAS FOUND IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 MM0315'CONSTRUCTION.  BENCH MARK H 424 RESET, IN 2000, HAS BEEN ESTABLISHED
 MM0315'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9333 ***********************************************************************
 AI9333  DESIGNATION -  H 424 RESET
 AI9333  PID         -  AI9333
 AI9333  STATE/COUNTY-  NE/LINCOLN
 AI9333  COUNTRY     -  US
 AI9333  USGS QUAD   -  HERSHEY WEST (2017)
 AI9333
 AI9333                         *CURRENT SURVEY CONTROL
 AI9333  ______________________________________________________________________
 AI9333* NAD 83(1986) POSITION- 41 09 33.     (N) 101 05 55.     (W)   SCALED
 AI9333* NAVD 88 ORTHO HEIGHT -   898.45  (meters)     2947.7   (feet) RESET
 AI9333  ______________________________________________________________________
 AI9333  GEOID HEIGHT    -        -21.865 (meters)                     GEOID18
 AI9333  VERT ORDER      -  THIRD
 AI9333
 AI9333.The horizontal coordinates were scaled from a map and have
 AI9333.an estimated accuracy of +/- 6 seconds.
 AI9333
 AI9333.The orthometric height was computed from unverified reset data.
 AI9333
 AI9333.No vertical observational check was made to the station.
 AI9333
 AI9333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9333.GEOID18 height accuracy estimate available here.
 AI9333
 AI9333.Click photographs - Photos may exist for this station.
 AI9333
 AI9333;                    North         East    Units  Estimated Accuracy
 AI9333;SPC NE       -   147,790.      407,820.      MT  (+/- 180 meters Scaled)
 AI9333
 AI9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL239585(NAD 83)
 AI9333
 AI9333                          SUPERSEDED SURVEY CONTROL
 AI9333
 AI9333.No superseded survey control is available for this station.
 AI9333
 AI9333_MARKER: DV = VERTICAL CONTROL DISK
 AI9333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9333_STAMPING: H 424 RESET 2000
 AI9333_MARK LOGO: NGS
 AI9333_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9333+STABILITY: SURFACE MOTION
 AI9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9333+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9333
 AI9333  HISTORY     - Date     Condition        Report By
 AI9333  HISTORY     - 2000     MONUMENTED       NEDR
 AI9333  HISTORY     - 20150209 GOOD             JEOCON
 AI9333
 AI9333                          STATION DESCRIPTION
 AI9333
 AI9333'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (TWR)
 AI9333'2.45 KM (1.50 MI) EAST ALONG U.S.  HIGHWAY 30 FROM THE JUNCTION OF
 AI9333'STATE HIGHWAY 25, AT SUTHERLAND, AT THE SOUTH CORNER OF A RIGHT-OF-WAY
 AI9333'FENCE, 0.21 KM (0.15 MI) EAST OF HIGHWAY MILEPOST 159, AND ON THE
 AI9333'SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY 30.  IT IS 244.5 FT (74.5 M) SOUTH
 AI9333'OF THE CENTERLINE OF THE HIGHWAY, 200.7 FT (61.2 M) NORTH OF THE NORTH
 AI9333'RAIL OF THE MAIN RAIL OF A RAILROAD TRACK, 98.4 FT (30.0 M) SOUTH OF
 AI9333'THE TOP OF A CONCRETE FENCE CORNER POST, 3.1 FT (0.9 M) NORTHWEST OF
 AI9333'THE NEAR CORNER OF ANOTHER CONCRETE CORNER FENCE POST, 2.2 FT (0.7 M)
 AI9333'NORTH OF A WITNESS POST AND 2.1 FT (0.6 M) WEST OF A WITNESS POST AND
 AI9333'FENCELINE.  MARK IS IN SEC28, T14N R33W.
 AI9333
 AI9333                          STATION RECOVERY (2015)
 AI9333
 AI9333'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 AI9333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0993 ***********************************************************************
 LH0993  DESIGNATION -  H 425
 LH0993  PID         -  LH0993
 LH0993  STATE/COUNTY-  NE/DAWSON
 LH0993  COUNTRY     -  US
 LH0993  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0993
 LH0993                         *CURRENT SURVEY CONTROL
 LH0993  ______________________________________________________________________
 LH0993* NAD 83(1986) POSITION- 40 46 38.7    (N) 099 44 40.9    (W)   HD_HELD2
 LH0993* NAVD 88 ORTHO HEIGHT -   728.903 (meters)     2391.41  (feet) ADJUSTED
 LH0993  ______________________________________________________________________
 LH0993  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 LH0993  DYNAMIC HEIGHT  -        728.477 (meters)     2390.01  (feet) COMP
 LH0993  MODELED GRAVITY -    980,015.9   (mgal)                       NAVD 88
 LH0993
 LH0993  VERT ORDER      -  FIRST     CLASS II
 LH0993
 LH0993.The horizontal coordinates were established by autonomous hand held GPS
 LH0993.observations and have an estimated accuracy of +/- 10 meters.
 LH0993
 LH0993.The orthometric height was determined by differential leveling and
 LH0993.adjusted by the NATIONAL GEODETIC SURVEY
 LH0993.in June 1991.
 LH0993
 LH0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0993.GEOID18 height accuracy estimate available here.
 LH0993
 LH0993.Click photographs - Photos may exist for this station.
 LH0993
 LH0993.The dynamic height is computed by dividing the NAVD 88
 LH0993.geopotential number by the normal gravity value computed on the
 LH0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0993.degrees latitude (g = 980.6199 gals.).
 LH0993
 LH0993.The modeled gravity was interpolated from observed gravity values.
 LH0993
 LH0993;                    North         East    Units  Estimated Accuracy
 LH0993;SPC NE       -   104,851.      521,547.      MT  (+/- 10 meters HH2 GPS)
 LH0993
 LH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3715914315(NAD 83)
 LH0993
 LH0993                          SUPERSEDED SURVEY CONTROL
 LH0993
 LH0993  NGVD 29 (02/14/92)  728.627  (m)         2390.50   (f) ADJUSTED    1 2
 LH0993
 LH0993.Superseded values are not recommended for survey control.
 LH0993
 LH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0993.See file dsdata.pdf to determine how the superseded data were derived.
 LH0993
 LH0993_MARKER: I = METAL ROD
 LH0993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0993_STAMPING: H 425 1986
 LH0993_MARK LOGO: NGS
 LH0993_PROJECTION: FLUSH
 LH0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0993+STABILITY: POSITION/ELEVATION WELL
 LH0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0993+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH0993_ROD/PIPE-DEPTH: 13.7 meters
 LH0993_SLEEVE-DEPTH  : 7.6 meters
 LH0993
 LH0993  HISTORY     - Date     Condition        Report By
 LH0993  HISTORY     - 1986     MONUMENTED       NGS
 LH0993  HISTORY     - 19910920 GOOD             NGS
 LH0993  HISTORY     - 20060514 GOOD             GEOCAC
 LH0993
 LH0993                          STATION DESCRIPTION
 LH0993
 LH0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0993'IN LEXINGTON.
 LH0993'THE MARK IS 0.1 M ABOVE THE SIDEWALK.
 LH0993'IN LEXINGTON, AT THE CITY WATER TOWER, 6.7 METERS (22 FT) NORTHEAST OF
 LH0993'THE NORTHEAST CURB OF US HIGHWAY 30, 5.8 METERS (19 FT) NORTHWEST OF
 LH0993'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE SOUTH 1 OF 2
 LH0993'WEST TOWER LEGS, 3.3 METERS (11 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 LH0993'A SIDEWALK AND 3.2 METERS (10.5 FT) WEST OF A 6-FOOT CHAIN LINK FENCE.
 LH0993'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0993
 LH0993                          STATION RECOVERY (1991)
 LH0993
 LH0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0993'IN LEXINGTON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND MADISON
 LH0993'STREET, 33.8 M (110.9 FT) WEST OF THE CENTER OF THE STREET, 10.5 M
 LH0993'(34.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 LH0993'HIGHWAY, 5.8 M (19.0 FT) SOUTH-SOUTHEAST OF A UTILITY LIGHT POLE WITH
 LH0993'A GUY CABLE AND 2 TRANSFORMERS, 5.5 M (18.0 FT) NORTH-NORTHWEST OF A
 LH0993'UTILITY LIGHT POLE, 4.5 M (14.8 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 LH0993'CORNER OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF A WATER TOWER,
 LH0993'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LH0993'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH0993'THROUGH A 5-INCH LOGO CAP.
 LH0993
 LH0993                          STATION RECOVERY (2006)
 LH0993
 LH0993'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0347 ***********************************************************************
 LJ0347  DESIGNATION -  H 426
 LJ0347  PID         -  LJ0347
 LJ0347  STATE/COUNTY-  NE/DAWSON
 LJ0347  COUNTRY     -  US
 LJ0347  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0347
 LJ0347                         *CURRENT SURVEY CONTROL
 LJ0347  ______________________________________________________________________
 LJ0347* NAD 83(1986) POSITION- 40 52 52.     (N) 100 03 04.     (W)   SCALED
 LJ0347* NAVD 88 ORTHO HEIGHT -   767.568 (meters)     2518.26  (feet) ADJUSTED
 LJ0347  ______________________________________________________________________
 LJ0347  GEOID HEIGHT    -        -23.307 (meters)                     GEOID18
 LJ0347  DYNAMIC HEIGHT  -        767.116 (meters)     2516.78  (feet) COMP
 LJ0347  MODELED GRAVITY -    980,009.1   (mgal)                       NAVD 88
 LJ0347
 LJ0347  VERT ORDER      -  FIRST     CLASS II
 LJ0347
 LJ0347.The horizontal coordinates were scaled from a map and have
 LJ0347.an estimated accuracy of +/- 6 seconds.
 LJ0347
 LJ0347.The orthometric height was determined by differential leveling and
 LJ0347.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0347.in June 1991.
 LJ0347
 LJ0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0347.GEOID18 height accuracy estimate available here.
 LJ0347
 LJ0347.Click photographs - Photos may exist for this station.
 LJ0347
 LJ0347.The dynamic height is computed by dividing the NAVD 88
 LJ0347.geopotential number by the normal gravity value computed on the
 LJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0347.degrees latitude (g = 980.6199 gals.).
 LJ0347
 LJ0347.The modeled gravity was interpolated from observed gravity values.
 LJ0347
 LJ0347;                    North         East    Units  Estimated Accuracy
 LJ0347;SPC NE       -   116,330.      495,690.      MT  (+/- 180 meters Scaled)
 LJ0347
 LJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML114260(NAD 83)
 LJ0347
 LJ0347                          SUPERSEDED SURVEY CONTROL
 LJ0347
 LJ0347  NGVD 29 (02/14/92)  767.264  (m)         2517.27   (f) ADJUSTED    1 2
 LJ0347
 LJ0347.Superseded values are not recommended for survey control.
 LJ0347
 LJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0347.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0347
 LJ0347_MARKER: I = METAL ROD
 LJ0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0347_STAMPING: H 426 1986
 LJ0347_MARK LOGO: NGS
 LJ0347_PROJECTION: FLUSH
 LJ0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0347_ROD/PIPE-DEPTH: 13.1 meters
 LJ0347
 LJ0347  HISTORY     - Date     Condition        Report By
 LJ0347  HISTORY     - 1986     MONUMENTED       NGS
 LJ0347
 LJ0347                          STATION DESCRIPTION
 LJ0347
 LJ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0347'6.1 KM (3.8 MI) NW FROM COZAD.
 LJ0347'6.14 KM (3.8 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0347'RAILROAD STATION AT COZAD, NEAR MILEPOST 220, 26.8 METERS (88 FT)
 LJ0347'SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.6 METERS (71 FT)
 LJ0347'SOUTH-SOUTHWEST OF THE MILEPOST, 12.9 METERS (42.2 FT) NORTHEAST OF
 LJ0347'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC
 LJ0347'RAILROAD AND 1.1 METERS (3.7 FT) NORTHWEST OF A TELEPHONE POLE.
 LJ0347'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0347'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2125 ***********************************************************************
 MK2125  DESIGNATION -  H 428
 MK2125  PID         -  MK2125
 MK2125  STATE/COUNTY-  NE/DOUGLAS
 MK2125  COUNTRY     -  US
 MK2125  USGS QUAD   -  IRVINGTON (2017)
 MK2125
 MK2125                         *CURRENT SURVEY CONTROL
 MK2125  ______________________________________________________________________
 MK2125* NAD 83(1986) POSITION- 41 17 21.29   (N) 096 04 30.52   (W)   HD_HELD1
 MK2125* NAVD 88 ORTHO HEIGHT -   373.797 (meters)     1226.37  (feet) ADJUSTED
 MK2125  ______________________________________________________________________
 MK2125  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 MK2125  DYNAMIC HEIGHT  -        373.636 (meters)     1225.84  (feet) COMP
 MK2125  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 MK2125
 MK2125  VERT ORDER      -  FIRST     CLASS II
 MK2125
 MK2125.The horizontal coordinates were determined by differentially corrected
 MK2125.hand held GPS observations or other comparable positioning techniques
 MK2125.and have an estimated accuracy of +/- 3 meters.
 MK2125
 MK2125.The orthometric height was determined by differential leveling and
 MK2125.adjusted by the NATIONAL GEODETIC SURVEY
 MK2125.in June 1991.
 MK2125
 MK2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2125.GEOID18 height accuracy estimate available here.
 MK2125
 MK2125.Click photographs - Photos may exist for this station.
 MK2125
 MK2125.The dynamic height is computed by dividing the NAVD 88
 MK2125.geopotential number by the normal gravity value computed on the
 MK2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2125.degrees latitude (g = 980.6199 gals.).
 MK2125
 MK2125.The modeled gravity was interpolated from observed gravity values.
 MK2125
 MK2125;                    North         East    Units  Estimated Accuracy
 MK2125;SPC NE       -   169,102.1     828,547.8     MT  (+/- 3 meters HH1 GPS) 
 MK2125
 MK2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4492074994(NAD 83)
 MK2125
 MK2125                          SUPERSEDED SURVEY CONTROL
 MK2125
 MK2125.No superseded survey control is available for this station.
 MK2125
 MK2125_MARKER: F = FLANGE-ENCASED ROD
 MK2125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2125_STAMPING: H 428 1989
 MK2125_MARK LOGO: NGS
 MK2125_PROJECTION: FLUSH
 MK2125_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2125+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2017
 MK2125_ROD/PIPE-DEPTH: 13.4 meters
 MK2125
 MK2125  HISTORY     - Date     Condition        Report By
 MK2125  HISTORY     - 1989     MONUMENTED       NGS
 MK2125  HISTORY     - 20070801 GOOD             GEOCAC
 MK2125  HISTORY     - 20110126 GOOD             INDIV
 MK2125  HISTORY     - 20170203 GOOD             INDIV
 MK2125
 MK2125                          STATION DESCRIPTION
 MK2125
 MK2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2125'IN OMAHA, AT 3330 NORTH 104TH AVENUE, 45.2 M (148.3 FT) EAST OF THE
 MK2125'LOBBY ENTRANCE OF THE LA QUINTA INN, 13.6 M (44.6 FT) SOUTH OF THE
 MK2125'EXTENDED CENTER OF A DRIVEWAY LEADING TO THE INN, 7.8 M (25.6 FT)
 MK2125'EAST OF THE CENTER OF THE AVENUE, AND 0.3 M (1.0 FT) WEST OF A
 MK2125'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2125'5-INCH LOGO CAP.
 MK2125
 MK2125                          STATION RECOVERY (2007)
 MK2125
 MK2125'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MK2125'RECOVERED IN GOOD CONDITION.
 MK2125
 MK2125                          STATION RECOVERY (2011)
 MK2125
 MK2125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2125'RECOVERED IN GOOD CONDITION.
 MK2125
 MK2125                          STATION RECOVERY (2017)
 MK2125
 MK2125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (BLY)
 MK2125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1359 ***********************************************************************
 MJ1359  DESIGNATION -  H 429
 MJ1359  PID         -  MJ1359
 MJ1359  STATE/COUNTY-  NE/DOUGLAS
 MJ1359  COUNTRY     -  US
 MJ1359  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1359
 MJ1359                         *CURRENT SURVEY CONTROL
 MJ1359  ______________________________________________________________________
 MJ1359* NAD 83(1986) POSITION- 41 18 56.     (N) 095 56 50.     (W)   SCALED
 MJ1359* NAVD 88 ORTHO HEIGHT -   317.042 (meters)     1040.16  (feet) ADJUSTED
 MJ1359  ______________________________________________________________________
 MJ1359  GEOID HEIGHT    -        -27.800 (meters)                     GEOID18
 MJ1359  DYNAMIC HEIGHT  -        316.906 (meters)     1039.72  (feet) COMP
 MJ1359  MODELED GRAVITY -    980,188.8   (mgal)                       NAVD 88
 MJ1359
 MJ1359  VERT ORDER      -  FIRST     CLASS II
 MJ1359
 MJ1359.The horizontal coordinates were scaled from a map and have
 MJ1359.an estimated accuracy of +/- 6 seconds.
 MJ1359
 MJ1359.The orthometric height was determined by differential leveling and
 MJ1359.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1359.in June 1991.
 MJ1359
 MJ1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1359.GEOID18 height accuracy estimate available here.
 MJ1359
 MJ1359.Click photographs - Photos may exist for this station.
 MJ1359
 MJ1359.The dynamic height is computed by dividing the NAVD 88
 MJ1359.geopotential number by the normal gravity value computed on the
 MJ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1359.degrees latitude (g = 980.6199 gals.).
 MJ1359
 MJ1359.The modeled gravity was interpolated from observed gravity values.
 MJ1359
 MJ1359;                    North         East    Units  Estimated Accuracy
 MJ1359;SPC NE       -   172,510.      839,110.      MT  (+/- 180 meters Scaled)
 MJ1359
 MJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF533779(NAD 83)
 MJ1359
 MJ1359                          SUPERSEDED SURVEY CONTROL
 MJ1359
 MJ1359.No superseded survey control is available for this station.
 MJ1359
 MJ1359_MARKER: I = METAL ROD
 MJ1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1359_STAMPING: H 429 1989
 MJ1359_MARK LOGO: NGS
 MJ1359_PROJECTION: FLUSH
 MJ1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1359+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1359_ROD/PIPE-DEPTH: 14.6 meters
 MJ1359
 MJ1359  HISTORY     - Date     Condition        Report By
 MJ1359  HISTORY     - 1989     MONUMENTED       NGS
 MJ1359
 MJ1359                          STATION DESCRIPTION
 MJ1359
 MJ1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1359'IN OMAHA, AT THE INTERSECTION OF FLORENCE BOULEVARD AND 24TH STREET,
 MJ1359'12.7 M (41.7 FT) WEST OF THE CENTERLINE OF THE STREET, 12.0 M (39.4
 MJ1359'FT) SOUTH OF THE EXTENDED CENTER OF THE BOULEVARD, 1.2 M (3.9 FT)
 MJ1359'SOUTHWEST OF THE EAST END OF A MILLER PARK SIGN, 1.0 M (3.3 FT) ABOVE
 MJ1359'THE LEVEL OF THE STREET SURFACE, AND 0.9 M (3.0 FT) SOUTH OF THE
 MJ1359'SOUTH FACE OF THE SIGN.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MJ1359'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0524 ***********************************************************************
 NO0524  DESIGNATION -  H 431
 NO0524  PID         -  NO0524
 NO0524  STATE/COUNTY-  NE/CHERRY
 NO0524  COUNTRY     -  US
 NO0524  USGS QUAD   -  ELL LAKE (2017)
 NO0524
 NO0524                         *CURRENT SURVEY CONTROL
 NO0524  ______________________________________________________________________
 NO0524* NAD 83(1986) POSITION- 42 43 54.16   (N) 100 32 12.01   (W)   HD_HELD1
 NO0524* NAVD 88 ORTHO HEIGHT -   859.564 (meters)     2820.09  (feet) ADJUSTED
 NO0524  ______________________________________________________________________
 NO0524  GEOID HEIGHT    -        -21.622 (meters)                     GEOID18
 NO0524  DYNAMIC HEIGHT  -        859.201 (meters)     2818.90  (feet) COMP
 NO0524  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 NO0524
 NO0524  VERT ORDER      -  FIRST     CLASS II
 NO0524
 NO0524.The horizontal coordinates were determined by differentially corrected
 NO0524.hand held GPS observations or other comparable positioning techniques
 NO0524.and have an estimated accuracy of +/- 3 meters.
 NO0524
 NO0524.The orthometric height was determined by differential leveling and
 NO0524.adjusted by the NATIONAL GEODETIC SURVEY
 NO0524.in June 1994.
 NO0524
 NO0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0524.GEOID18 height accuracy estimate available here.
 NO0524
 NO0524.Click photographs - Photos may exist for this station.
 NO0524
 NO0524.The dynamic height is computed by dividing the NAVD 88
 NO0524.geopotential number by the normal gravity value computed on the
 NO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0524.degrees latitude (g = 980.6199 gals.).
 NO0524
 NO0524.The modeled gravity was interpolated from observed gravity values.
 NO0524
 NO0524;                    North         East    Units  Estimated Accuracy
 NO0524;SPC NE       -   321,955.1     456,054.7     MT  (+/- 3 meters HH1 GPS) 
 NO0524
 NO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7420332167(NAD 83)
 NO0524
 NO0524                          SUPERSEDED SURVEY CONTROL
 NO0524
 NO0524  NGVD 29 (02/14/92)  859.279  (m)         2819.15   (f) ADJUSTED    1 2
 NO0524
 NO0524.Superseded values are not recommended for survey control.
 NO0524
 NO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0524.See file dsdata.pdf to determine how the superseded data were derived.
 NO0524
 NO0524_MARKER: I = METAL ROD
 NO0524_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0524_STAMPING: H 431 1991
 NO0524_MARK LOGO: NGS
 NO0524_PROJECTION: RECESSED 10 CENTIMETERS
 NO0524_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0524+STABILITY: POSITION/ELEVATION WELL
 NO0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0524+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0524_ROD/PIPE-DEPTH: 14.0 meters
 NO0524_SLEEVE-DEPTH  : 7.9 meters
 NO0524
 NO0524  HISTORY     - Date     Condition        Report By
 NO0524  HISTORY     - 1991     MONUMENTED       NGS
 NO0524
 NO0524                          STATION DESCRIPTION
 NO0524
 NO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0524'18.2 KM (11.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0524'OF U.S. HIGHWAY 20 IN VALENTINE, 32.2 M (105.6 FT) WEST OF AND LEVEL
 NO0524'WITH THE HIGHWAY CENTERLINE, 27.5 M (90.2 FT) NORTHWEST OF UTILITY
 NO0524'POLE NUMBER 116, 17.0 M (55.8 FT) WEST OF A T-FENCE CORNER, 0.8 M
 NO0524'(2.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 NO0524'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0524'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0554 ***********************************************************************
 NO0554  DESIGNATION -  H 432
 NO0554  PID         -  NO0554
 NO0554  STATE/COUNTY-  NE/CHERRY
 NO0554  COUNTRY     -  US
 NO0554  USGS QUAD   -  BRUSH HILL (2017)
 NO0554
 NO0554                         *CURRENT SURVEY CONTROL
 NO0554  ______________________________________________________________________
 NO0554* NAD 83(1986) POSITION- 42 25 06.     (N) 101 01 33.     (W)   SCALED
 NO0554* NAVD 88 ORTHO HEIGHT -   963.717 (meters)     3161.79  (feet) ADJUSTED
 NO0554  ______________________________________________________________________
 NO0554  GEOID HEIGHT    -        -20.434 (meters)                     GEOID18
 NO0554  DYNAMIC HEIGHT  -        963.266 (meters)     3160.32  (feet) COMP
 NO0554  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 NO0554
 NO0554  VERT ORDER      -  FIRST     CLASS II
 NO0554
 NO0554.The horizontal coordinates were scaled from a map and have
 NO0554.an estimated accuracy of +/- 6 seconds.
 NO0554
 NO0554.The orthometric height was determined by differential leveling and
 NO0554.adjusted by the NATIONAL GEODETIC SURVEY
 NO0554.in June 1994.
 NO0554
 NO0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0554.GEOID18 height accuracy estimate available here.
 NO0554
 NO0554.Click photographs - Photos may exist for this station.
 NO0554
 NO0554.The dynamic height is computed by dividing the NAVD 88
 NO0554.geopotential number by the normal gravity value computed on the
 NO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0554.degrees latitude (g = 980.6199 gals.).
 NO0554
 NO0554.The modeled gravity was interpolated from observed gravity values.
 NO0554
 NO0554;                    North         East    Units  Estimated Accuracy
 NO0554;SPC NE       -   287,510.      415,590.      MT  (+/- 180 meters Scaled)
 NO0554
 NO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM333982(NAD 83)
 NO0554
 NO0554                          SUPERSEDED SURVEY CONTROL
 NO0554
 NO0554  NGVD 29 (02/14/92)  963.425  (m)         3160.84   (f) ADJUSTED    1 2
 NO0554
 NO0554.Superseded values are not recommended for survey control.
 NO0554
 NO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0554.See file dsdata.pdf to determine how the superseded data were derived.
 NO0554
 NO0554_MARKER: I = METAL ROD
 NO0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0554_STAMPING: H 432 1991
 NO0554_MARK LOGO: NGS
 NO0554_PROJECTION: FLUSH
 NO0554_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0554+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0554_ROD/PIPE-DEPTH: 13.1 meters
 NO0554
 NO0554  HISTORY     - Date     Condition        Report By
 NO0554  HISTORY     - 1991     MONUMENTED       NGS
 NO0554
 NO0554                          STATION DESCRIPTION
 NO0554
 NO0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0554'43.3 KM (26.90 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0554'OF STATE HIGHWAY 2 IN MULLEN, 36.4 M (119.4 FT) NORTHWEST OF AND
 NO0554'LEVEL WITH THE HIGHWAY CENTERLINE, 14.9 M (48.9 FT) NORTH OF THE
 NO0554'CENTERLINE OF A PAVED ROAD (FORMER ALINEMENT OF THE OLD HIGHWAY), 9.3
 NO0554'M (30.5 FT) WEST OF A BRACED FENCE POST, AND 0.4 M (1.3 FT) SOUTH OF
 NO0554'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0554'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0574 ***********************************************************************
 NO0574  DESIGNATION -  H 433
 NO0574  PID         -  NO0574
 NO0574  STATE/COUNTY-  NE/HOOKER
 NO0574  COUNTRY     -  US
 NO0574  USGS QUAD   -  MULLEN (2017)
 NO0574
 NO0574                         *CURRENT SURVEY CONTROL
 NO0574  ______________________________________________________________________
 NO0574* NAD 83(1986) POSITION- 42 00 33.     (N) 101 02 46.     (W)   SCALED
 NO0574* NAVD 88 ORTHO HEIGHT -   989.448 (meters)     3246.21  (feet) ADJUSTED
 NO0574  ______________________________________________________________________
 NO0574  GEOID HEIGHT    -        -20.604 (meters)                     GEOID18
 NO0574  DYNAMIC HEIGHT  -        988.926 (meters)     3244.50  (feet) COMP
 NO0574  MODELED GRAVITY -    980,060.9   (mgal)                       NAVD 88
 NO0574
 NO0574  VERT ORDER      -  FIRST     CLASS II
 NO0574
 NO0574.The horizontal coordinates were scaled from a map and have
 NO0574.an estimated accuracy of +/- 6 seconds.
 NO0574
 NO0574.The orthometric height was determined by differential leveling and
 NO0574.adjusted by the NATIONAL GEODETIC SURVEY
 NO0574.in June 1994.
 NO0574
 NO0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0574.GEOID18 height accuracy estimate available here.
 NO0574
 NO0574.Click photographs - Photos may exist for this station.
 NO0574
 NO0574.The dynamic height is computed by dividing the NAVD 88
 NO0574.geopotential number by the normal gravity value computed on the
 NO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0574.degrees latitude (g = 980.6199 gals.).
 NO0574
 NO0574.The modeled gravity was interpolated from observed gravity values.
 NO0574
 NO0574;                    North         East    Units  Estimated Accuracy
 NO0574;SPC NE       -   242,100.      413,370.      MT  (+/- 180 meters Scaled)
 NO0574
 NO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM305528(NAD 83)
 NO0574
 NO0574                          SUPERSEDED SURVEY CONTROL
 NO0574
 NO0574  NGVD 29 (02/14/92)  989.135  (m)         3245.19   (f) ADJUSTED    1 2
 NO0574
 NO0574.Superseded values are not recommended for survey control.
 NO0574
 NO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0574.See file dsdata.pdf to determine how the superseded data were derived.
 NO0574
 NO0574_MARKER: I = METAL ROD
 NO0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0574_STAMPING: H 433 1991
 NO0574_MARK LOGO: NGS
 NO0574_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0574_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0574+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0574_ROD/PIPE-DEPTH: 12.1 meters
 NO0574
 NO0574  HISTORY     - Date     Condition        Report By
 NO0574  HISTORY     - 1991     MONUMENTED       NGS
 NO0574
 NO0574                          STATION DESCRIPTION
 NO0574
 NO0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0574'3.6 KM (2.25 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0574'OF STATE HIGHWAY 2 IN MULLEN, 26.0 M (85.3 FT) NORTH OF THE CENTER OF
 NO0574'A FIELD ENTRANCE, 15.1 M (49.5 FT) SOUTH OF THE EXTENDED CENTER OF A
 NO0574'DRIVEWAY LEADING TO A LARGE BUILDING, 10.8 M (35.4 FT) EAST OF THE
 NO0574'HIGHWAY CENTERLINE, 2.1 M (6.9 FT) WEST OF UTILITY POLE NUMBER 201 32
 NO0574'14 WITH 2 GUY CABLES, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 NO0574'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 NO0574'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0537 ***********************************************************************
 MM0537  DESIGNATION -  H 434
 MM0537  PID         -  MM0537
 MM0537  STATE/COUNTY-  NE/MCPHERSON
 MM0537  COUNTRY     -  US
 MM0537  USGS QUAD   -  GRAGG RANCH (2017)
 MM0537
 MM0537                         *CURRENT SURVEY CONTROL
 MM0537  ______________________________________________________________________
 MM0537* NAD 83(1986) POSITION- 41 27 05.59   (N) 100 52 12.82   (W)   HD_HELD1
 MM0537* NAVD 88 ORTHO HEIGHT -   974.138 (meters)     3195.98  (feet) ADJUSTED
 MM0537  ______________________________________________________________________
 MM0537  GEOID HEIGHT    -        -21.908 (meters)                     GEOID18
 MM0537  DYNAMIC HEIGHT  -        973.548 (meters)     3194.05  (feet) COMP
 MM0537  MODELED GRAVITY -    979,984.7   (mgal)                       NAVD 88
 MM0537
 MM0537  VERT ORDER      -  FIRST     CLASS II
 MM0537
 MM0537.The horizontal coordinates were determined by differentially corrected
 MM0537.hand held GPS observations or other comparable positioning techniques
 MM0537.and have an estimated accuracy of +/- 3 meters.
 MM0537
 MM0537.The orthometric height was determined by differential leveling and
 MM0537.adjusted by the NATIONAL GEODETIC SURVEY
 MM0537.in June 1994.
 MM0537
 MM0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0537.GEOID18 height accuracy estimate available here.
 MM0537
 MM0537.Click photographs - Photos may exist for this station.
 MM0537
 MM0537.The dynamic height is computed by dividing the NAVD 88
 MM0537.geopotential number by the normal gravity value computed on the
 MM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0537.degrees latitude (g = 980.6199 gals.).
 MM0537
 MM0537.The modeled gravity was interpolated from observed gravity values.
 MM0537
 MM0537;                    North         East    Units  Estimated Accuracy
 MM0537;SPC NE       -   180,029.0     427,311.2     MT  (+/- 3 meters HH1 GPS) 
 MM0537
 MM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4378590573(NAD 83)
 MM0537
 MM0537                          SUPERSEDED SURVEY CONTROL
 MM0537
 MM0537  NGVD 29 (02/14/92)  973.765  (m)         3194.76   (f) ADJUSTED    1 2
 MM0537
 MM0537.Superseded values are not recommended for survey control.
 MM0537
 MM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0537.See file dsdata.pdf to determine how the superseded data were derived.
 MM0537
 MM0537_MARKER: F = FLANGE-ENCASED ROD
 MM0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0537_STAMPING: H 434 1991
 MM0537_MARK LOGO: NGS
 MM0537_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0537+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 MM0537_ROD/PIPE-DEPTH: 21.8 meters
 MM0537
 MM0537  HISTORY     - Date     Condition        Report By
 MM0537  HISTORY     - 1991     MONUMENTED       NGS
 MM0537  HISTORY     - 20121113 GOOD             GCT
 MM0537  HISTORY     - 20180530 GOOD             NEGS
 MM0537
 MM0537                          STATION DESCRIPTION
 MM0537
 MM0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0537'15.3 KM (9.50 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0537'COURTHOUSE IN TRYON, 22.9 M (75.1 FT) WEST OF THE HIGHWAY CENTERLINE,
 MM0537'22.1 M (72.5 FT) SOUTH OF THE CENTER OF THE JIM GRAGG RANCH ENTRANCE
 MM0537'ROAD, 13.6 M (44.6 FT) SOUTH OF A FENCE CORNER, 0.3 M (1.0 FT) BELOW
 MM0537'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST
 MM0537'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MM0537'CAP.
 MM0537
 MM0537                          STATION RECOVERY (2012)
 MM0537
 MM0537'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MM0537'OPUS SOLUTION AVAILABLE.
 MM0537
 MM0537                          STATION RECOVERY (2018)
 MM0537
 MM0537'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 MM0537'TO REACH FROM THE EAST JUNCTION OF N97 AND N92 (APPROX 4.35 MI (7.00
 MM0537'KM) SOUTHEAST OF TRYON NEBRASKA), PROCEED SOUTH ON N97 APPROXIMATELY
 MM0537'5.17 MI (8.32 KM) TO THE STATION OF THE WEST SIDE OF ROAD.
 MM0537'
 MM0537'IT IS 75.5 WEST OF THE HIGHWAY CENTER, 67 FT (20.4 M) SOUTH OF
 MM0537'HASENAUER ROAD, 44.9 FT (13.7 M) SOUTH-SOUTHEAST OF THE TOP SOUTHEAST
 MM0537'CORNER ROW MARKER WITH GRADER BLADE, 44.8 FT (13.7 M) SOUTH-SOUTHEAST
 MM0537'OF A NAIL IN THE TOP OF A CORNER FENCE POST, 33.5 FT (10.2 M)
 MM0537'SOUTH-SOUTHEAST OF APPROXIMATELY CENTER OF PASTURE DRIVE AND IS 0.85
 MM0537'FT (26 CM) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1443 ***********************************************************************
 LH1443  DESIGNATION -  H 435
 LH1443  PID         -  LH1443
 LH1443  STATE/COUNTY-  NE/BUFFALO
 LH1443  COUNTRY     -  US
 LH1443  USGS QUAD   -  KEARNEY (2017)
 LH1443
 LH1443                         *CURRENT SURVEY CONTROL
 LH1443  ______________________________________________________________________
 LH1443* NAD 83(1986) POSITION- 40 41 30.26   (N) 099 07 26.38   (W)   HD_HELD1
 LH1443* NAVD 88 ORTHO HEIGHT -   661.275 (meters)     2169.53  (feet) ADJUSTED
 LH1443  ______________________________________________________________________
 LH1443  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 LH1443  DYNAMIC HEIGHT  -        660.898 (meters)     2168.30  (feet) COMP
 LH1443  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 LH1443
 LH1443  VERT ORDER      -  FIRST     CLASS II
 LH1443
 LH1443.The horizontal coordinates were determined by differentially corrected
 LH1443.hand held GPS observations or other comparable positioning techniques
 LH1443.and have an estimated accuracy of +/- 3 meters.
 LH1443
 LH1443.The orthometric height was determined by differential leveling and
 LH1443.adjusted by the NATIONAL GEODETIC SURVEY
 LH1443.in May 1993.
 LH1443
 LH1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1443.GEOID18 height accuracy estimate available here.
 LH1443
 LH1443.Click photographs - Photos may exist for this station.
 LH1443
 LH1443.The dynamic height is computed by dividing the NAVD 88
 LH1443.geopotential number by the normal gravity value computed on the
 LH1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1443.degrees latitude (g = 980.6199 gals.).
 LH1443
 LH1443.The modeled gravity was interpolated from observed gravity values.
 LH1443
 LH1443;                    North         East    Units  Estimated Accuracy
 LH1443;SPC NE       -    95,682.6     574,026.1     MT  (+/- 3 meters HH1 GPS) 
 LH1443
 LH1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8952304545(NAD 83)
 LH1443
 LH1443                          SUPERSEDED SURVEY CONTROL
 LH1443
 LH1443  NGVD 29 (02/14/92)  661.015  (m)         2168.68   (f) ADJUSTED    1 2
 LH1443
 LH1443.Superseded values are not recommended for survey control.
 LH1443
 LH1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1443.See file dsdata.pdf to determine how the superseded data were derived.
 LH1443
 LH1443_MARKER: I = METAL ROD
 LH1443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1443_STAMPING: H 435 1991
 LH1443_MARK LOGO: NGS
 LH1443_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1443_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1443+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 LH1443_ROD/PIPE-DEPTH: 14.7 meters
 LH1443
 LH1443  HISTORY     - Date     Condition        Report By
 LH1443  HISTORY     - 1991     MONUMENTED       NGS
 LH1443  HISTORY     - 20100628 GOOD             JEOCON
 LH1443
 LH1443                          STATION DESCRIPTION
 LH1443
 LH1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1443'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1443'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 LH1443'A GRAVELED ROAD, 61.6 M (202.1 FT) SOUTH OF THE CENTER OF A GRAVELED
 LH1443'ROAD, 53.9 M (176.8 FT) WEST OF AND LEVEL WITH THE CENTER OF THE
 LH1443'ROAD, 10.8 M (35.4 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC
 LH1443'RAILROAD, 1.4 M (4.6 FT) NORTHWEST OF AN UNDERGROUND CABLE WARNING
 LH1443'SIGN, 1.2 M (3.9 FT) WEST OF A UTILITY POLE, AND 0.5 M (1.6 FT) EAST
 LH1443'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1443'5-INCH LOGO CAP.
 LH1443
 LH1443                          STATION RECOVERY (2010)
 LH1443
 LH1443'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (HH)
 LH1443'HAND HELD GPS   40 41'30.3''N     99 07'26.3''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1470 ***********************************************************************
 LH1470  DESIGNATION -  H 436
 LH1470  PID         -  LH1470
 LH1470  STATE/COUNTY-  NE/ADAMS
 LH1470  COUNTRY     -  US
 LH1470  USGS QUAD   -  HASTINGS EAST (2017)
 LH1470
 LH1470                         *CURRENT SURVEY CONTROL
 LH1470  ______________________________________________________________________
 LH1470* NAD 83(1986) POSITION- 40 37 23.     (N) 098 22 25.     (W)   SCALED
 LH1470* NAVD 88 ORTHO HEIGHT -   580.957 (meters)     1906.02  (feet) ADJUSTED
 LH1470  ______________________________________________________________________
 LH1470  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 LH1470  DYNAMIC HEIGHT  -        580.635 (meters)     1904.97  (feet) COMP
 LH1470  MODELED GRAVITY -    980,051.5   (mgal)                       NAVD 88
 LH1470
 LH1470  VERT ORDER      -  FIRST     CLASS II
 LH1470
 LH1470.The horizontal coordinates were scaled from a map and have
 LH1470.an estimated accuracy of +/- 6 seconds.
 LH1470
 LH1470.The orthometric height was determined by differential leveling and
 LH1470.adjusted by the NATIONAL GEODETIC SURVEY
 LH1470.in May 1993.
 LH1470
 LH1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1470.GEOID18 height accuracy estimate available here.
 LH1470
 LH1470.Click photographs - Photos may exist for this station.
 LH1470
 LH1470.The dynamic height is computed by dividing the NAVD 88
 LH1470.geopotential number by the normal gravity value computed on the
 LH1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1470.degrees latitude (g = 980.6199 gals.).
 LH1470
 LH1470.The modeled gravity was interpolated from observed gravity values.
 LH1470
 LH1470;                    North         East    Units  Estimated Accuracy
 LH1470;SPC NE       -    88,980.      637,570.      MT  (+/- 180 meters Scaled)
 LH1470
 LH1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK529971(NAD 83)
 LH1470
 LH1470                          SUPERSEDED SURVEY CONTROL
 LH1470
 LH1470  NGVD 29 (02/14/92)  580.713  (m)         1905.22   (f) ADJUSTED    1 2
 LH1470
 LH1470.Superseded values are not recommended for survey control.
 LH1470
 LH1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1470.See file dsdata.pdf to determine how the superseded data were derived.
 LH1470
 LH1470_MARKER: I = METAL ROD
 LH1470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1470_STAMPING: H 436 1991
 LH1470_MARK LOGO: NGS
 LH1470_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1470_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1470+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1470_ROD/PIPE-DEPTH: 9.9 meters
 LH1470_SLEEVE-DEPTH  : 0.9 meters
 LH1470
 LH1470  HISTORY     - Date     Condition        Report By
 LH1470  HISTORY     - 1991     MONUMENTED       NGS
 LH1470
 LH1470                          STATION DESCRIPTION
 LH1470
 LH1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1470'2.6 KM (1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1470'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH1470'EASTERLY ALONG A GRAVELED ROAD, 300.0 M (984.2 FT) SOUTH OF THE
 LH1470'CENTER OF THE ROAD, 19.5 M (64.0 FT) SOUTHEAST OF A 12-FOOT CEDAR
 LH1470'TREE, 13.6 M (44.6 FT) EAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH1470'RAILROAD, 11.8 M (38.7 FT) NORTHEAST OF MILEPOST 2, 0.4 M (1.3 FT)
 LH1470'WEST OF A FENCE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 LH1470'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LH1470'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1265 ***********************************************************************
 LG1265  DESIGNATION -  H 437
 LG1265  PID         -  LG1265
 LG1265  STATE/COUNTY-  NE/CLAY
 LG1265  COUNTRY     -  US
 LG1265  USGS QUAD   -  SUTTON (2017)
 LG1265
 LG1265                         *CURRENT SURVEY CONTROL
 LG1265  ______________________________________________________________________
 LG1265* NAD 83(1986) POSITION- 40 37 20.68   (N) 097 49 28.86   (W)   HD_HELD1
 LG1265* NAVD 88 ORTHO HEIGHT -   524.420 (meters)     1720.53  (feet) ADJUSTED
 LG1265  ______________________________________________________________________
 LG1265  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 LG1265  DYNAMIC HEIGHT  -        524.133 (meters)     1719.59  (feet) COMP
 LG1265  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LG1265
 LG1265  VERT ORDER      -  FIRST     CLASS II
 LG1265
 LG1265.The horizontal coordinates were determined by differentially corrected
 LG1265.hand held GPS observations or other comparable positioning techniques
 LG1265.and have an estimated accuracy of +/- 3 meters.
 LG1265
 LG1265.The orthometric height was determined by differential leveling and
 LG1265.adjusted by the NATIONAL GEODETIC SURVEY
 LG1265.in May 1993.
 LG1265
 LG1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1265.GEOID18 height accuracy estimate available here.
 LG1265
 LG1265.Click photographs - Photos may exist for this station.
 LG1265
 LG1265.The dynamic height is computed by dividing the NAVD 88
 LG1265.geopotential number by the normal gravity value computed on the
 LG1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1265.degrees latitude (g = 980.6199 gals.).
 LG1265
 LG1265.The modeled gravity was interpolated from observed gravity values.
 LG1265
 LG1265;                    North         East    Units  Estimated Accuracy
 LG1265;SPC NE       -    89,925.6     684,000.6     MT  (+/- 3 meters HH1 GPS) 
 LG1265
 LG1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9940897506(NAD 83)
 LG1265
 LG1265                          SUPERSEDED SURVEY CONTROL
 LG1265
 LG1265.No superseded survey control is available for this station.
 LG1265
 LG1265_MARKER: I = METAL ROD
 LG1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1265_STAMPING: H 437 1991
 LG1265_MARK LOGO: NGS
 LG1265_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1265_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1265+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1265_ROD/PIPE-DEPTH: 7.2 meters
 LG1265
 LG1265  HISTORY     - Date     Condition        Report By
 LG1265  HISTORY     - 1991     MONUMENTED       NGS
 LG1265
 LG1265                          STATION DESCRIPTION
 LG1265
 LG1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1265'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1265'OF U.S. HIGHWAY 81 IN FAIRMONT, 23.0 M (75.5 FT) SOUTH OF THE NEAR
 LG1265'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 18.8 M (61.7 FT) NORTH OF
 LG1265'THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) WEST OF THE CENTER OF
 LG1265'A GRAVELED ROAD, 4.5 M (14.8 FT) NORTHEAST OF AN UNDERGROUND CABLE
 LG1265'JUNCTION BOX, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 LG1265'(1.3 FT) NORTH OF A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) SOUTH OF
 LG1265'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1265'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1303 ***********************************************************************
 LG1303  DESIGNATION -  H 438
 LG1303  PID         -  LG1303
 LG1303  STATE/COUNTY-  NE/LANCASTER
 LG1303  COUNTRY     -  US
 LG1303  USGS QUAD   -  DENTON (2017)
 LG1303
 LG1303                         *CURRENT SURVEY CONTROL
 LG1303  ______________________________________________________________________
 LG1303* NAD 83(1986) POSITION- 40 39 12.6    (N) 096 48 35.6    (W)   HD_HELD2
 LG1303* NAVD 88 ORTHO HEIGHT -   419.637 (meters)     1376.76  (feet) ADJUSTED
 LG1303  ______________________________________________________________________
 LG1303  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 LG1303  DYNAMIC HEIGHT  -        419.446 (meters)     1376.13  (feet) COMP
 LG1303  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 LG1303
 LG1303  VERT ORDER      -  FIRST     CLASS II
 LG1303
 LG1303.The horizontal coordinates were established by autonomous hand held GPS
 LG1303.observations and have an estimated accuracy of +/- 10 meters.
 LG1303
 LG1303.The orthometric height was determined by differential leveling and
 LG1303.adjusted by the NATIONAL GEODETIC SURVEY
 LG1303.in May 1993.
 LG1303
 LG1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1303.GEOID18 height accuracy estimate available here.
 LG1303
 LG1303.Click photographs - Photos may exist for this station.
 LG1303
 LG1303.The dynamic height is computed by dividing the NAVD 88
 LG1303.geopotential number by the normal gravity value computed on the
 LG1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1303.degrees latitude (g = 980.6199 gals.).
 LG1303
 LG1303.The modeled gravity was interpolated from observed gravity values.
 LG1303
 LG1303;                    North         East    Units  Estimated Accuracy
 LG1303;SPC NE       -    96,038.      769,678.      MT  (+/- 10 meters HH2 GPS)
 LG1303
 LG1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8515902599(NAD 83)
 LG1303
 LG1303                          SUPERSEDED SURVEY CONTROL
 LG1303
 LG1303.No superseded survey control is available for this station.
 LG1303
 LG1303_MARKER: I = METAL ROD
 LG1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1303_STAMPING: H 438 1991
 LG1303_MARK LOGO: NGS
 LG1303_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1303_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1303+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1303_ROD/PIPE-DEPTH: 8.6 meters
 LG1303
 LG1303  HISTORY     - Date     Condition        Report By
 LG1303  HISTORY     - 1991     MONUMENTED       NGS
 LG1303
 LG1303                          STATION DESCRIPTION
 LG1303
 LG1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1303'14.2 KM (8.80 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1303'IN CRETE, 18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1303'7.1 M (23.3 FT) NORTH OF THE MOST EASTERLY OF 2 LEGS OF A HIGH LINE
 LG1303'TOWER, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT)
 LG1303'WEST OF A RIGHT-OF-WAY MARKER, AND 0.5 M (1.6 FT) EAST OF A WITNESS
 LG1303'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1333 ***********************************************************************
 LG1333  DESIGNATION -  H 439
 LG1333  PID         -  LG1333
 LG1333  STATE/COUNTY-  NE/LANCASTER
 LG1333  COUNTRY     -  US
 LG1333  USGS QUAD   -  PALMYRA (2017)
 LG1333
 LG1333                         *CURRENT SURVEY CONTROL
 LG1333  ______________________________________________________________________
 LG1333* NAD 83(1986) POSITION- 40 42 42.     (N) 096 28 15.     (W)   SCALED
 LG1333* NAVD 88 ORTHO HEIGHT -   376.703 (meters)     1235.90  (feet) ADJUSTED
 LG1333  ______________________________________________________________________
 LG1333  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 LG1333  DYNAMIC HEIGHT  -        376.539 (meters)     1235.36  (feet) COMP
 LG1333  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 LG1333
 LG1333  VERT ORDER      -  FIRST     CLASS II
 LG1333
 LG1333.The horizontal coordinates were scaled from a map and have
 LG1333.an estimated accuracy of +/- 6 seconds.
 LG1333
 LG1333.The orthometric height was determined by differential leveling and
 LG1333.adjusted by the NATIONAL GEODETIC SURVEY
 LG1333.in May 1993.
 LG1333
 LG1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1333.GEOID18 height accuracy estimate available here.
 LG1333
 LG1333.Click photographs - Photos may exist for this station.
 LG1333
 LG1333.The dynamic height is computed by dividing the NAVD 88
 LG1333.geopotential number by the normal gravity value computed on the
 LG1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1333.degrees latitude (g = 980.6199 gals.).
 LG1333
 LG1333.The modeled gravity was interpolated from observed gravity values.
 LG1333
 LG1333;                    North         East    Units  Estimated Accuracy
 LG1333;SPC NE       -   103,600.      798,060.      MT  (+/- 180 meters Scaled)
 LG1333
 LG1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL136098(NAD 83)
 LG1333
 LG1333                          SUPERSEDED SURVEY CONTROL
 LG1333
 LG1333.No superseded survey control is available for this station.
 LG1333
 LG1333_MARKER: DV = VERTICAL CONTROL DISK
 LG1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1333_SP_SET: ABUTMENT
 LG1333_STAMPING: H 439 1991
 LG1333_MARK LOGO: NGS
 LG1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1333+STABILITY: POSITION/ELEVATION WELL
 LG1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1333+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1333
 LG1333  HISTORY     - Date     Condition        Report By
 LG1333  HISTORY     - 1991     MONUMENTED       NGS
 LG1333
 LG1333                          STATION DESCRIPTION
 LG1333
 LG1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1333'21.6 KM (13.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1333'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, SET VERTICALLY IN
 LG1333'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LG1333'47229 SPANNING A DRY WASH, 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF
 LG1333'THE HIGHWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M
 LG1333'(3.0 FT) EAST OF THE NORTHWEST CORNER OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DO4664 ***********************************************************************
 DO4664  DESIGNATION -  H 440 RESET
 DO4664  PID         -  DO4664
 DO4664  STATE/COUNTY-  NE/LANCASTER
 DO4664  COUNTRY     -  US
 DO4664  USGS QUAD   -  LINCOLN (2017)
 DO4664
 DO4664                         *CURRENT SURVEY CONTROL
 DO4664  ______________________________________________________________________
 DO4664* NAD 83(1986) POSITION- 40 50 15.22   (N) 096 44 17.73   (W)   HD_HELD1
 DO4664* NAVD 88 ORTHO HEIGHT -   361.01  (meters)     1184.4   (feet) RESET
 DO4664  ______________________________________________________________________
 DO4664  GEOID HEIGHT    -        -26.165 (meters)                     GEOID18
 DO4664  VERT ORDER      -  THIRD
 DO4664
 DO4664.The horizontal coordinates were determined by differentially corrected
 DO4664.hand held GPS observations or other comparable positioning techniques
 DO4664.and have an estimated accuracy of +/- 3 meters.
 DO4664
 DO4664.The orthometric height was computed from unverified reset data.
 DO4664
 DO4664.No vertical observational check was made to the station.
 DO4664
 DO4664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4664.GEOID18 height accuracy estimate available here.
 DO4664
 DO4664.Click photographs - Photos may exist for this station.
 DO4664
 DO4664;                    North         East    Units  Estimated Accuracy
 DO4664;SPC NE       -   116,684.1     774,959.3     MT  (+/- 3 meters HH1 GPS) 
 DO4664
 DO4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9068923186(NAD 83)
 DO4664
 DO4664                          SUPERSEDED SURVEY CONTROL
 DO4664
 DO4664.No superseded survey control is available for this station.
 DO4664
 DO4664_MARKER: DV = VERTICAL CONTROL DISK
 DO4664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4664_STAMPING: H 440 RESET 2007
 DO4664_MARK LOGO: NGS
 DO4664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4664+STABILITY: SURFACE MOTION
 DO4664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4664+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2007
 DO4664
 DO4664  HISTORY     - Date     Condition        Report By
 DO4664  HISTORY     - 20070310 MONUMENTED       NEDR
 DO4664
 DO4664                          STATION DESCRIPTION
 DO4664
 DO4664'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 DO4664'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF RAYMOND,
 DO4664'5.3 MI (8.6 KM) EAST-NORTHEAST OF EMERALD AND 4.6 MI (7.3 KM)
 DO4664'NORTHWEST OF LINCOLN.
 DO4664'
 DO4664'TO REACH FROM I-80 EXIT 399 EASTBOUND OFF-RAMP AND WEST CORNHUSKER
 DO4664'HIGHWAY, FROM TRAFFIC LIGHT GO SW ACROSS RAILROAD TRACK AND SOUTHERLY
 DO4664'AROUND CURVE 0.2 MI (0.3 KM) TO NORTH ENTRANCE TO ECONOMY LODGE MOTEL.
 DO4664'PARK TRUCK AND WALK 100 FT (30.5 M) TO THE MARK.
 DO4664'
 DO4664'IT IS 62 FT (18.9 M) SW OF THE RAILROAD TRACK IN LINE WITH THE
 DO4664'CENTERLINE OF WEST DAWES AVENUE IN THE EAST SIDE OF WEST CORNHUSKER
 DO4664'AVER, 230.5 FT (70.3 M) ESE OF THE NORTHEAST CORNER OF LINCOLN BUS
 DO4664'DEPOT BRICK BUILDING, 131.0 FT (39.9 M) SW OF CENTERLINE SOUTHBOUND
 DO4664'LANE OF CORNHUSKER HIGHWAY, 123.85 FT (37.7 M) SSW OF CHISELED X IN
 DO4664'CONCRETE BASE OF LIGHT POLE, 114.44 FT (34.9 M) NORTHEAST OF NORTHEAST
 DO4664'CORNER OF BRICK ECONOMY LODGE MOTEL, 62.5 FT (19.1 M) SW OF SW RAIL OF
 DO4664'RAILROAD TRACK THAT RUNS NW TO SE, 6.0 FT (1.8 M) NORTHEAST OF
 DO4664'CENTERLINE ABANDONED RAILROAD BED (TRAIL ROAD) AND 2.3 FT (0.7 M) WEST
 DO4664'OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1373 ***********************************************************************
 LG1373  DESIGNATION -  H 441
 LG1373  PID         -  LG1373
 LG1373  STATE/COUNTY-  NE/LANCASTER
 LG1373  COUNTRY     -  US
 LG1373  USGS QUAD   -  LINCOLN (2017)
 LG1373
 LG1373                         *CURRENT SURVEY CONTROL
 LG1373  ______________________________________________________________________
 LG1373* NAD 83(1986) POSITION- 40 51 19.88   (N) 096 42 55.49   (W)   HD_HELD1
 LG1373* NAVD 88 ORTHO HEIGHT -   362.073 (meters)     1187.90  (feet) ADJUSTED
 LG1373  ______________________________________________________________________
 LG1373  GEOID HEIGHT    -        -26.139 (meters)                     GEOID18
 LG1373  DYNAMIC HEIGHT  -        361.911 (meters)     1187.37  (feet) COMP
 LG1373  MODELED GRAVITY -    980,164.6   (mgal)                       NAVD 88
 LG1373
 LG1373  VERT ORDER      -  FIRST     CLASS II
 LG1373
 LG1373.The horizontal coordinates were determined by differentially corrected
 LG1373.hand held GPS observations or other comparable positioning techniques
 LG1373.and have an estimated accuracy of +/- 3 meters.
 LG1373
 LG1373.The orthometric height was determined by differential leveling and
 LG1373.adjusted by the NATIONAL GEODETIC SURVEY
 LG1373.in May 1993.
 LG1373
 LG1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1373.GEOID18 height accuracy estimate available here.
 LG1373
 LG1373.Click photographs - Photos may exist for this station.
 LG1373
 LG1373.The dynamic height is computed by dividing the NAVD 88
 LG1373.geopotential number by the normal gravity value computed on the
 LG1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1373.degrees latitude (g = 980.6199 gals.).
 LG1373
 LG1373.The modeled gravity was interpolated from observed gravity values.
 LG1373
 LG1373;                    North         East    Units  Estimated Accuracy
 LG1373;SPC NE       -   118,749.6     776,808.4     MT  (+/- 3 meters HH1 GPS) 
 LG1373
 LG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9256325230(NAD 83)
 LG1373
 LG1373                          SUPERSEDED SURVEY CONTROL
 LG1373
 LG1373.No superseded survey control is available for this station.
 LG1373
 LG1373_MARKER: F = FLANGE-ENCASED ROD
 LG1373_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1373_STAMPING: H 441 1992
 LG1373_MARK LOGO: NGS
 LG1373_PROJECTION: FLUSH
 LG1373_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1373+STABILITY: POSITION/ELEVATION WELL
 LG1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1373+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 LG1373_ROD/PIPE-DEPTH: 14.6 meters
 LG1373_SLEEVE-DEPTH  : 6.5 meters
 LG1373
 LG1373  HISTORY     - Date     Condition        Report By
 LG1373  HISTORY     - 1992     MONUMENTED       NGS
 LG1373  HISTORY     - 20050402 GOOD             GEOCAC
 LG1373
 LG1373                          STATION DESCRIPTION
 LG1373
 LG1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1373'IN LINCOLN, AT THE INTERSECTION OF 3RD AND SUPERIOR STREETS, IN THE
 LG1373'SOUTH LAWN OF THE NEBRASKA DEPARTMENT OF ROADS DISTRICT 1
 LG1373'HEADQUARTERS, 45.9 M (150.6 FT) NORTH OF THE CENTER OF SUPERIOR
 LG1373'STREET, 29.1 M (95.5 FT) SOUTH OF THE SOUTHWEST CORNER OF A PLATFORM
 LG1373'FOR AN ANTIQUE ROAD GRADER DISPLAY, 27.7 M (90.9 FT) OF AN ANGLE IN A
 LG1373'CHAIN-LINK FENCE, AND 1.4 M (4.6 FT) NORTH OF A WITNESS POST AND
 LG1373'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1373
 LG1373                          STATION RECOVERY (2005)
 LG1373
 LG1373'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1373'AS DESCRIBED, EXCEPT THE STATION IS 27.6 M (90.5 FT) WEST OF FENCE
 LG1373'ANGLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3466 ***********************************************************************
 AI3466  DESIGNATION -  H 442
 AI3466  PID         -  AI3466
 AI3466  STATE/COUNTY-  NE/RED WILLOW
 AI3466  COUNTRY     -  US
 AI3466  USGS QUAD   -  MCCOOK WEST (2017)
 AI3466
 AI3466                         *CURRENT SURVEY CONTROL
 AI3466  ______________________________________________________________________
 AI3466* NAD 83(1986) POSITION- 40 14 34.     (N) 100 39 01.     (W)   SCALED
 AI3466* NAVD 88 ORTHO HEIGHT -   808.800 (meters)     2653.54  (feet) ADJUSTED
 AI3466  ______________________________________________________________________
 AI3466  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 AI3466  DYNAMIC HEIGHT  -        808.261 (meters)     2651.77  (feet) COMP
 AI3466  MODELED GRAVITY -    979,932.6   (mgal)                       NAVD 88
 AI3466
 AI3466  VERT ORDER      -  SECOND    CLASS I
 AI3466
 AI3466.The horizontal coordinates were scaled from a map and have
 AI3466.an estimated accuracy of +/- 6 seconds.
 AI3466
 AI3466.The orthometric height was determined by differential leveling and
 AI3466.adjusted by the NATIONAL GEODETIC SURVEY
 AI3466.in July 2002.
 AI3466
 AI3466.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3466.GEOID18 height accuracy estimate available here.
 AI3466
 AI3466.Click photographs - Photos may exist for this station.
 AI3466
 AI3466.The dynamic height is computed by dividing the NAVD 88
 AI3466.geopotential number by the normal gravity value computed on the
 AI3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3466.degrees latitude (g = 980.6199 gals.).
 AI3466
 AI3466.The modeled gravity was interpolated from observed gravity values.
 AI3466
 AI3466;                    North         East    Units  Estimated Accuracy
 AI3466;SPC NE       -    45,670.      444,670.      MT  (+/- 180 meters Scaled)
 AI3466
 AI3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596560(NAD 83)
 AI3466
 AI3466                          SUPERSEDED SURVEY CONTROL
 AI3466
 AI3466.No superseded survey control is available for this station.
 AI3466
 AI3466_MARKER: DB = BENCH MARK DISK
 AI3466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3466_SP_SET: HEADWALL
 AI3466_STAMPING: H 442
 AI3466_MARK LOGO: BOR
 AI3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3466+STABILITY: SURFACE MOTION
 AI3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3466+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3466
 AI3466  HISTORY     - Date     Condition        Report By
 AI3466  HISTORY     - UNK      MONUMENTED       BOR
 AI3466  HISTORY     - 19991103 GOOD             NGS
 AI3466
 AI3466                          STATION DESCRIPTION
 AI3466
 AI3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3466'4.9 KM (3.05 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 AI3466'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, IN TOP OF AND 0.1 M (0.3 FT)
 AI3466'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT
 AI3466'UNDER THE HIGHWAY, 17.1 M (56.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AI3466'7.2 M (23.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 5.6 M (18.4
 AI3466'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 2.3 M (7.5 FT) EAST OF A
 AI3466'RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AI3466'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0408 ***********************************************************************
 LH0408  DESIGNATION -  H 5
 LH0408  PID         -  LH0408
 LH0408  STATE/COUNTY-  NE/BUFFALO
 LH0408  COUNTRY     -  US
 LH0408  USGS QUAD   -  NEWARK (2017)
 LH0408
 LH0408                         *CURRENT SURVEY CONTROL
 LH0408  ______________________________________________________________________
 LH0408* NAD 83(1986) POSITION- 40 43 11.     (N) 098 58 10.     (W)   SCALED
 LH0408* NAVD 88 ORTHO HEIGHT -   644.983 (meters)     2116.08  (feet) ADJUSTED
 LH0408  ______________________________________________________________________
 LH0408  GEOID HEIGHT    -        -24.488 (meters)                     GEOID18
 LH0408  DYNAMIC HEIGHT  -        644.619 (meters)     2114.89  (feet) COMP
 LH0408  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 LH0408
 LH0408  VERT ORDER      -  FIRST     CLASS II
 LH0408
 LH0408.The horizontal coordinates were scaled from a map and have
 LH0408.an estimated accuracy of +/- 6 seconds.
 LH0408
 LH0408.The orthometric height was determined by differential leveling and
 LH0408.adjusted by the NATIONAL GEODETIC SURVEY
 LH0408.in June 1991.
 LH0408
 LH0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0408.GEOID18 height accuracy estimate available here.
 LH0408
 LH0408.Click photographs - Photos may exist for this station.
 LH0408
 LH0408.The dynamic height is computed by dividing the NAVD 88
 LH0408.geopotential number by the normal gravity value computed on the
 LH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0408.degrees latitude (g = 980.6199 gals.).
 LH0408
 LH0408.The modeled gravity was interpolated from observed gravity values.
 LH0408
 LH0408;                    North         East    Units  Estimated Accuracy
 LH0408;SPC NE       -    98,930.      587,050.      MT  (+/- 180 meters Scaled)
 LH0408
 LH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL025076(NAD 83)
 LH0408
 LH0408                          SUPERSEDED SURVEY CONTROL
 LH0408
 LH0408  NGVD 29 (02/14/92)  644.723  (m)         2115.23   (f) ADJUSTED    1 2
 LH0408  NGVD 29 (??/??/87)  644.723  (m)         2115.23   (f) SUPERSEDED  1 2
 LH0408
 LH0408.Superseded values are not recommended for survey control.
 LH0408
 LH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0408.See file dsdata.pdf to determine how the superseded data were derived.
 LH0408
 LH0408_MARKER: DB = BENCH MARK DISK
 LH0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0408_STAMPING: H 5 1933 2115.229
 LH0408_MARK LOGO: CGS
 LH0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0408+STABILITY: SURFACE MOTION
 LH0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0408+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0408
 LH0408  HISTORY     - Date     Condition        Report By
 LH0408  HISTORY     - 1933     MONUMENTED       CGS
 LH0408  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0408  HISTORY     - 19910923 GOOD             NGS
 LH0408  HISTORY     - 20100407 GOOD             JEOCON
 LH0408
 LH0408                          STATION DESCRIPTION
 LH0408
 LH0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0408'6.1 MI NE FROM KEARNEY.
 LH0408'ABOUT 6.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0408'THE STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 742 FEET NORTHEAST
 LH0408'OF MILEPOST 183, AT A COUNTY-ROAD CROSSING, 85 FEET SOUTH OF
 LH0408'THE CENTER LINE OF U.S. HIGHWAY 30, 44.8 FEET NORTH OF THE
 LH0408'NORTH RAIL OF THE NORTH MAIN TRACK, 41 FEET EAST OF THE CENTER
 LH0408'LINE OF THE ROAD, 5.2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 LH0408'OF THE ROAD, AND 4.4 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY
 LH0408'FENCE.  A STANDARD DISK, STAMPED 2115.229 H 5 1933 AND SET IN
 LH0408'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 LH0408'GROUND.
 LH0408
 LH0408                          STATION RECOVERY (1960)
 LH0408
 LH0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0408'MARK NOT FOUND.
 LH0408
 LH0408                          STATION RECOVERY (1991)
 LH0408
 LH0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0408'10.1 KM (6.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0408'OF STATE HIGHWAY 44 IN KEARNEY, 24.6 M (80.7 FT) SOUTH OF AND LEVEL
 LH0408'WITH THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT) NORTH OF THE NEAR RAIL
 LH0408'OF THE UNION PACIFIC RAILROAD, 11.5 M (37.7 FT) EAST OF THE CENTER OF
 LH0408'A GRAVELED ROAD, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0
 LH0408'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 LH0408'FT) BELOW THE GROUND SURFACE.
 LH0408
 LH0408                          STATION RECOVERY (2010)
 LH0408
 LH0408'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0256 ***********************************************************************
 MN0256  DESIGNATION -  H 50
 MN0256  PID         -  MN0256
 MN0256  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0256  COUNTRY     -  US
 MN0256  USGS QUAD   -  MITCHELL (2017)
 MN0256
 MN0256                         *CURRENT SURVEY CONTROL
 MN0256  ______________________________________________________________________
 MN0256* NAD 83(1986) POSITION- 41 56 34.     (N) 103 49 15.     (W)   SCALED
 MN0256* NAVD 88 ORTHO HEIGHT -  1205.548 (meters)     3955.20  (feet) ADJUSTED
 MN0256  ______________________________________________________________________
 MN0256  GEOID HEIGHT    -        -18.557 (meters)                     GEOID18
 MN0256  DYNAMIC HEIGHT  -       1204.776 (meters)     3952.67  (feet) COMP
 MN0256  MODELED GRAVITY -    979,940.7   (mgal)                       NAVD 88
 MN0256
 MN0256  VERT ORDER      -  SECOND    CLASS 0
 MN0256
 MN0256.The horizontal coordinates were scaled from a map and have
 MN0256.an estimated accuracy of +/- 6 seconds.
 MN0256
 MN0256.The orthometric height was determined by differential leveling and
 MN0256.adjusted by the NATIONAL GEODETIC SURVEY
 MN0256.in June 1991.
 MN0256
 MN0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0256.GEOID18 height accuracy estimate available here.
 MN0256
 MN0256.Click photographs - Photos may exist for this station.
 MN0256
 MN0256.The dynamic height is computed by dividing the NAVD 88
 MN0256.geopotential number by the normal gravity value computed on the
 MN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0256.degrees latitude (g = 980.6199 gals.).
 MN0256
 MN0256.The modeled gravity was interpolated from observed gravity values.
 MN0256
 MN0256;                    North         East    Units  Estimated Accuracy
 MN0256;SPC NE       -   241,200.      183,360.      MT  (+/- 180 meters Scaled)
 MN0256
 MN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG977440(NAD 83)
 MN0256
 MN0256                          SUPERSEDED SURVEY CONTROL
 MN0256
 MN0256  NGVD 29 (??/??/92) 1204.870  (m)         3952.98   (f) ADJ UNCH    2 0
 MN0256
 MN0256.Superseded values are not recommended for survey control.
 MN0256
 MN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0256.See file dsdata.pdf to determine how the superseded data were derived.
 MN0256
 MN0256_MARKER: DB = BENCH MARK DISK
 MN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0256_STAMPING: H 50 1934
 MN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0256+STABILITY: SURFACE MOTION
 MN0256
 MN0256  HISTORY     - Date     Condition        Report By
 MN0256  HISTORY     - 1934     MONUMENTED       CGS
 MN0256  HISTORY     - 1945     GOOD             CGS
 MN0256  HISTORY     - 20030724 MARK NOT FOUND   NGS
 MN0256
 MN0256                          STATION DESCRIPTION
 MN0256
 MN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0256'AT MITCHELL.
 MN0256'AT MITCHELL, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON AND
 MN0256'QUINCY RAILROAD, AT MILEAGE 40+85, NEAR THE WEST CITY LIMITS, 115.0
 MN0256'FEET NORTHWEST OF THE CENTER OF THE CROSSING OF BROADWAY, 57.0
 MN0256'FEET SOUTH OF THE SOUTH CORNER OF THE WATER TANK, 30.0 FEET NORTH
 MN0256'OF THE CENTER LINE OF BROADWAY, AND 22.0 FEET SOUTHWEST OF THE
 MN0256'SOUTH RAIL.  A STANDARD DISK, STAMPED H 50 1934 AND SET IN THE
 MN0256'TOP OF A CONCRETE POST.
 MN0256
 MN0256                          STATION RECOVERY (1945)
 MN0256
 MN0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 MN0256'RECOVERED IN GOOD CONDITION.
 MN0256
 MN0256                          STATION RECOVERY (2003)
 MN0256
 MN0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0285 ***********************************************************************
 MN0285  DESIGNATION -  H 54 RESET
 MN0285  PID         -  MN0285
 MN0285  STATE/COUNTY-  NE/BANNER
 MN0285  COUNTRY     -  US
 MN0285  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0285
 MN0285                         *CURRENT SURVEY CONTROL
 MN0285  ______________________________________________________________________
 MN0285* NAD 83(1986) POSITION- 41 38 26.     (N) 103 40 34.     (W)   SCALED
 MN0285* NAVD 88 ORTHO HEIGHT -  1286.67  (meters)     4221.3   (feet) RESET
 MN0285  ______________________________________________________________________
 MN0285  GEOID HEIGHT    -        -19.112 (meters)                     GEOID18
 MN0285  VERT ORDER      -  THIRD
 MN0285
 MN0285.The horizontal coordinates were scaled from a map and have
 MN0285.an estimated accuracy of +/- 6 seconds.
 MN0285
 MN0285.The orthometric height was computed from unverified reset data.
 MN0285
 MN0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0285.GEOID18 height accuracy estimate available here.
 MN0285
 MN0285.Click photographs - Photos may exist for this station.
 MN0285
 MN0285;                    North         East    Units  Estimated Accuracy
 MN0285;SPC NE       -   207,160.      193,920.      MT  (+/- 180 meters Scaled)
 MN0285
 MN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG102107(NAD 83)
 MN0285
 MN0285                          SUPERSEDED SURVEY CONTROL
 MN0285
 MN0285.No superseded survey control is available for this station.
 MN0285
 MN0285_MARKER: DB = BENCH MARK DISK
 MN0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0285_STAMPING: H 54 RESET 1971
 MN0285_MARK LOGO: CGS
 MN0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0285+STABILITY: SURFACE MOTION
 MN0285
 MN0285  HISTORY     - Date     Condition        Report By
 MN0285  HISTORY     - 1971     MONUMENTED       NGS
 MN0285  HISTORY     - 19931006 POOR             NEDR
 MN0285
 MN0285                          STATION DESCRIPTION
 MN0285
 MN0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MN0285'13.8 MI S FROM GERING.
 MN0285'ABOUT 13.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE COURTHOUSE
 MN0285'IN GERING, IN THE NORTHWEST ANGLE OF A CROSSROAD, 133 FEET NORTH
 MN0285'OF THE CENTER OF AN EAST-WEST ROAD, 61 FEET WEST OF THE CENTER
 MN0285'WEST OF THE CENTER OF STATE HIGHWAY 71, 18 FEET EAST-NORTHEAST
 MN0285'OF THE NORTHEAST CORNER OF A FENCE AROUND THE BARRETT ELECTRIC
 MN0285'SUB-STATION, 2 FEET SOUTHWEST OF A CORNER FENCE POST, 1 FOOT
 MN0285'SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, AND SET
 MN0285'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0285
 MN0285                          STATION RECOVERY (1993)
 MN0285
 MN0285'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (HED)
 MN0285'RECOVERED IN POOR CONDITION.  THE MARK WAS USED TO ESTABLISH
 MN0285'ELEVATIONS ON STATE MARKS IN 1990.  THOSE ELEVATIONS WERE USED TO
 MN0285'RE-ESTABLISH A NEW 1993 ELEVATION.  THE MARK WAS THEN REPLACED WITH H
 MN0285'54 RESET, IN 1993, BECAUSE ROAD CONSTRUCTION WILL DESTROY H 54 RESET
 MN0285'IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0307 ***********************************************************************
 MN0307  DESIGNATION -  H 55 RESET
 MN0307  PID         -  MN0307
 MN0307  STATE/COUNTY-  NE/BANNER
 MN0307  COUNTRY     -  US
 MN0307  USGS QUAD   -  INDIAN SPRINGS (2017)
 MN0307
 MN0307                         *CURRENT SURVEY CONTROL
 MN0307  ______________________________________________________________________
 MN0307* NAD 83(1986) POSITION- 41 35 01.53   (N) 103 31 17.79   (W)   HD_HELD1
 MN0307* NAVD 88 ORTHO HEIGHT -  1301.04  (meters)     4268.5   (feet) RESET
 MN0307  ______________________________________________________________________
 MN0307  GEOID HEIGHT    -        -19.374 (meters)                     GEOID18
 MN0307  VERT ORDER      -  THIRD
 MN0307
 MN0307.The horizontal coordinates were determined by differentially corrected
 MN0307.hand held GPS observations or other comparable positioning techniques
 MN0307.and have an estimated accuracy of +/- 3 meters.
 MN0307
 MN0307.The orthometric height was computed from unverified reset data.
 MN0307
 MN0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0307.GEOID18 height accuracy estimate available here.
 MN0307
 MN0307.Click photographs - Photos may exist for this station.
 MN0307
 MN0307;                    North         East    Units  Estimated Accuracy
 MN0307;SPC NE       -   200,319.3     206,519.5     MT  (+/- 3 meters HH1 GPS) 
 MN0307
 MN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2323304618(NAD 83)
 MN0307
 MN0307                          SUPERSEDED SURVEY CONTROL
 MN0307
 MN0307  NGVD 29 (??/??/??) 1300.37   (m)         4266.3    (f) RESET       3  
 MN0307
 MN0307.Superseded values are not recommended for survey control.
 MN0307
 MN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0307.See file dsdata.pdf to determine how the superseded data were derived.
 MN0307
 MN0307_MARKER: DB = BENCH MARK DISK
 MN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0307_STAMPING: H 55 RESET 1966
 MN0307_MARK LOGO: CGS
 MN0307_PROJECTION: RECESSED 9 CENTIMETERS
 MN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0307+STABILITY: SURFACE MOTION
 MN0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0307+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2021
 MN0307
 MN0307  HISTORY     - Date     Condition        Report By
 MN0307  HISTORY     - 1966     MONUMENTED       CGS
 MN0307  HISTORY     - 20111018 GOOD             NEDR
 MN0307  HISTORY     - 20210504 GOOD             NEGS
 MN0307
 MN0307                          STATION DESCRIPTION
 MN0307
 MN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0307'12.9 MI W FROM REDINGTON.
 MN0307'ABOUT 12.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0307'AT REDINGTON, 85 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0307'61.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 MN0307'4 FEET EAST OF A GATE POST, 1.5 FEET EAST OF A METAL WITNESS
 MN0307'POST, 1 FOOT NORTH OF A FENCE, AND IS A STANDARD DISK SET IN THE
 MN0307'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0307
 MN0307                          STATION RECOVERY (2011)
 MN0307
 MN0307'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0307'RECOVERED IN GOOD CONDITION.
 MN0307
 MN0307                          STATION RECOVERY (2021)
 MN0307
 MN0307'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JH)
 MN0307'TO REACH FROM THE SOUTH JUNCTION OF NE. HIGHWAY 71 AND NE. HIGHWAY 88
 MN0307'SOUTH OF SCOTTSBLUFF, NE., GO EAST ON NE. HIGHWAY 88 APPROXIMATELY 8.0
 MN0307'MI (12.9 KM) TO THE INTERSECTION OF NE. HIGHWAY 88 AND COUNTY ROAD 57.
 MN0307'THE MARK IS LOCATED IN THE SOUTH-SOUTHEAST CORNER OF THE INTERSECTION
 MN0307'AT MILE POST 31.56.  THE MARK IS 85.0 FT (25.9 M) SOUTH OF THE
 MN0307'CENTERLINE OF NE. HIGHWAY 88, 61.5 FT (18.7 M) EAST OF THE CENTERLINE
 MN0307'OF COUNTY ROAD 57, 4.0 FT (1.2 M) EAST OF A GATE POST, 1.5 FT (0.5 M)
 MN0307'EAST OF A METAL WITNESS AND 1.0 FT (0.3 M) NORTH OF AN EAST WEST FENCE
 MN0307'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0756 ***********************************************************************
 ML0756  DESIGNATION -  H 56 RESET
 ML0756  PID         -  ML0756
 ML0756  STATE/COUNTY-  NE/CUSTER
 ML0756  COUNTRY     -  US
 ML0756  USGS QUAD   -  MERNA (2017)
 ML0756
 ML0756                         *CURRENT SURVEY CONTROL
 ML0756  ______________________________________________________________________
 ML0756* NAD 83(1986) POSITION- 41 28 52.     (N) 099 47 55.     (W)   SCALED
 ML0756* NAVD 88 ORTHO HEIGHT -   804.68  (+/-2cm)     2640.0   (feet) VERTCON
 ML0756  ______________________________________________________________________
 ML0756  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 ML0756  VERT ORDER      -  THIRD (See Below)
 ML0756
 ML0756.The horizontal coordinates were scaled from a map and have
 ML0756.an estimated accuracy of +/- 6 seconds.
 ML0756
 ML0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0756
 ML0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0756.GEOID18 height accuracy estimate available here.
 ML0756
 ML0756.The vertical order pertains to the NGVD 29 superseded value.
 ML0756
 ML0756.Click photographs - Photos may exist for this station.
 ML0756
 ML0756;                    North         East    Units  Estimated Accuracy
 ML0756;SPC NE       -   182,960.      516,810.      MT  (+/- 180 meters Scaled)
 ML0756
 ML0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML333924(NAD 83)
 ML0756
 ML0756                          SUPERSEDED SURVEY CONTROL
 ML0756
 ML0756  NGVD 29 (??/??/??)  804.40   (m)         2639.1    (f) RESET       3  
 ML0756
 ML0756.Superseded values are not recommended for survey control.
 ML0756
 ML0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0756.See file dsdata.pdf to determine how the superseded data were derived.
 ML0756
 ML0756_MARKER: DB = BENCH MARK DISK
 ML0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0756_STAMPING: H 56 RESET 1958
 ML0756_MARK LOGO: CGS
 ML0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0756+STABILITY: SURFACE MOTION
 ML0756
 ML0756  HISTORY     - Date     Condition        Report By
 ML0756  HISTORY     - 1958     MONUMENTED       NEDR
 ML0756  HISTORY     - 20180611 MARK NOT FOUND   NEGS
 ML0756
 ML0756                          STATION DESCRIPTION
 ML0756
 ML0756'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0756'2.1 MI W FROM MERNA.
 ML0756'2.1 MILES WEST ALONG STATE HIGHWAYS 80 AND 92 FROM THE POST
 ML0756'OFFICE AT MERNA, CUSTER COUNTY, 60 FEET SOUTH OF THE CENTERLINE
 ML0756'OF THE HIGHWAY, 1030 FEET WEST OF A CONCRETE BOX CULVERT, AND
 ML0756'SOUTH OF A DRIVEWAY ON THE NORTH SIDE OF THE HIGHWAY.  A STANDARD
 ML0756'DISK, STAMPED H 56 RESET 1958 AND SET ON THE TOP OF A CONCRETE
 ML0756'POST.
 ML0756
 ML0756                          STATION RECOVERY (2018)
 ML0756
 ML0756'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0756'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0385 ***********************************************************************
 NP0385  DESIGNATION -  H 57
 NP0385  PID         -  NP0385
 NP0385  STATE/COUNTY-  NE/BOX BUTTE
 NP0385  COUNTRY     -  US
 NP0385  USGS QUAD   -  MARSLAND SE (2017)
 NP0385
 NP0385                         *CURRENT SURVEY CONTROL
 NP0385  ______________________________________________________________________
 NP0385* NAD 83(1986) POSITION- 42 19 22.     (N) 103 19 32.     (W)   SCALED
 NP0385* NAVD 88 ORTHO HEIGHT -  1374.518 (meters)     4509.56  (feet) POSTED
 NP0385  ______________________________________________________________________
 NP0385  GEOID HEIGHT    -        -18.147 (meters)                     GEOID18
 NP0385  DYNAMIC HEIGHT  -       1373.67  (meters)     4506.8   (feet) COMP
 NP0385  MODELED GRAVITY -    979,959.0   (mgal)                       NAVD 88
 NP0385
 NP0385  VERT ORDER      -  * POSTED, SEE BELOW
 NP0385
 NP0385.The horizontal coordinates were scaled from a map and have
 NP0385.an estimated accuracy of +/- 6 seconds.
 NP0385
 NP0385.The orthometric height was determined by differential leveling
 NP0385.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0385
 NP0385.* This is a POSTED BENCH MARK height.
 NP0385
 NP0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0385.GEOID18 height accuracy estimate available here.
 NP0385
 NP0385.Click photographs - Photos may exist for this station.
 NP0385
 NP0385.The dynamic height is computed by dividing the NAVD 88
 NP0385.geopotential number by the normal gravity value computed on the
 NP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0385.degrees latitude (g = 980.6199 gals.).
 NP0385
 NP0385.The modeled gravity was interpolated from observed gravity values.
 NP0385
 NP0385;                    North         East    Units  Estimated Accuracy
 NP0385;SPC NE       -   281,670.      226,010.      MT  (+/- 180 meters Scaled)
 NP0385
 NP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG379869(NAD 83)
 NP0385
 NP0385                          SUPERSEDED SURVEY CONTROL
 NP0385
 NP0385  NGVD 29 (??/??/92) 1373.827  (m)         4507.30   (f) ADJ UNCH    2 0
 NP0385
 NP0385.Superseded values are not recommended for survey control.
 NP0385
 NP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0385.See file dsdata.pdf to determine how the superseded data were derived.
 NP0385
 NP0385_MARKER: DB = BENCH MARK DISK
 NP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0385_STAMPING: H 57 1934
 NP0385_MARK LOGO: CGS
 NP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0385+STABILITY: SURFACE MOTION
 NP0385
 NP0385  HISTORY     - Date     Condition        Report By
 NP0385  HISTORY     - 1934     MONUMENTED       CGS
 NP0385  HISTORY     - 1956     GOOD             CGS
 NP0385  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0385
 NP0385                          STATION DESCRIPTION
 NP0385
 NP0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0385'12.9 MI W FROM HEMINGFORD.
 NP0385'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0385'OFFICE AT HEMINGFORD, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 87,
 NP0385'0.4 MILE NORTHWEST OF A FARMHOUSE, 32 FEET SOUTH OF THE CENTER
 NP0385'LINE OF THE HIGHWAY, 9 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A
 NP0385'WITNESS POST, 150 FEET EAST OF THE TOP OF A HILL, SET IN THE
 NP0385'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 NP0385'IN THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 27 NORTH, RANGE
 NP0385'51 WEST.
 NP0385
 NP0385                          STATION RECOVERY (1981)
 NP0385
 NP0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0412 ***********************************************************************
 NP0412  CBN         -  This is a Cooperative Base Network Control Station.
 NP0412  DESIGNATION -  H 58
 NP0412  PID         -  NP0412
 NP0412  STATE/COUNTY-  NE/SIOUX
 NP0412  COUNTRY     -  US
 NP0412  USGS QUAD   -  AGATE (2017)
 NP0412
 NP0412                         *CURRENT SURVEY CONTROL
 NP0412  ______________________________________________________________________
 NP0412* NAD 83(2011) POSITION- 42 22 53.13204(N) 103 46 40.75370(W)   ADJUSTED
 NP0412* NAD 83(2011) ELLIP HT-  1408.989 (meters)        (06/27/12)   ADJUSTED
 NP0412* NAD 83(2011) EPOCH   -  2010.00
 NP0412* NAVD 88 ORTHO HEIGHT -  1426.369 (meters)     4679.68  (feet) POSTED
 NP0412  ______________________________________________________________________
 NP0412  GEOID HEIGHT    -        -17.375 (meters)                     GEOID18
 NP0412  NAD 83(2011) X  - -1,124,018.103 (meters)                     COMP
 NP0412  NAD 83(2011) Y  - -4,583,783.642 (meters)                     COMP
 NP0412  NAD 83(2011) Z  -  4,277,944.252 (meters)                     COMP
 NP0412  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 NP0412  DYNAMIC HEIGHT  -       1425.47  (meters)     4676.7   (feet) COMP
 NP0412  MODELED GRAVITY -    979,944.1   (mgal)                       NAVD 88
 NP0412
 NP0412  VERT ORDER      -  * POSTED, SEE BELOW
 NP0412
 NP0412  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0412  Standards:
 NP0412         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0412            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0412  -------------------------------------------------------------------
 NP0412  NETWORK    0.42   1.12           0.20   0.13   0.57     -0.05304985
 NP0412  -------------------------------------------------------------------
 NP0412  Click here for local accuracies and other accuracy information.
 NP0412
 NP0412.The horizontal coordinates were established by GPS observations
 NP0412.and adjusted by the National Geodetic Survey in June 2012.
 NP0412
 NP0412.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0412.been affixed to the stable North American tectonic plate. See 
 NP0412.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0412
 NP0412.The horizontal coordinates are valid at the epoch date displayed above
 NP0412.which is a decimal equivalence of Year/Month/Day.
 NP0412
 NP0412.The orthometric height was determined by differential leveling
 NP0412.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0412
 NP0412.* This is a POSTED BENCH MARK height.
 NP0412
 NP0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0412.GEOID18 height accuracy estimate available here.
 NP0412
 NP0412.Click photographs - Photos may exist for this station.
 NP0412
 NP0412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0412
 NP0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0412
 NP0412.The ellipsoidal height was determined by GPS observations
 NP0412.and is referenced to NAD 83.
 NP0412
 NP0412.The dynamic height is computed by dividing the NAVD 88
 NP0412.geopotential number by the normal gravity value computed on the
 NP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0412.degrees latitude (g = 980.6199 gals.).
 NP0412
 NP0412.The modeled gravity was interpolated from observed gravity values.
 NP0412
 NP0412. The following values were computed from the NAD 83(2011) position.
 NP0412
 NP0412;                    North         East     Units Scale Factor Converg.
 NP0412;SPC NE       -   289,709.431   189,035.958   MT  0.99977542   -2 30 13.2
 NP0412;SPC NE       -   950,488.36    620,195.47   sFT  0.99977542   -2 30 13.2
 NP0412;UTM  13      - 4,692,850.065   600,598.280   MT  0.99972451   +0 49 25.6
 NP0412
 NP0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0412!SPC NE       -   0.99977907  x   0.99977542  =   0.99955454
 NP0412!UTM  13      -   0.99977907  x   0.99972451  =   0.99950364
 NP0412
 NP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0059892850(NAD 83)
 NP0412
 NP0412                          SUPERSEDED SURVEY CONTROL
 NP0412
 NP0412  NAD 83(2007)-  42 22 53.13184(N)    103 46 40.75477(W) AD(2002.00) 0
 NP0412  ELLIP H (02/10/07) 1409.017  (m)                       GP(2002.00)    
 NP0412  ELLIP H (09/24/01) 1409.002  (m)                       GP(       ) 4 1
 NP0412  NAD 83(1995)-  42 22 53.13108(N)    103 46 40.75502(W) AD(       ) B
 NP0412  ELLIP H (06/25/96) 1409.046  (m)                       GP(       ) 1 1
 NP0412  NAVD 88            1426.37   (m)         4679.7    (f) LEVELING    3  
 NP0412  NGVD 29 (??/??/92) 1425.612  (m)         4677.20   (f) ADJ UNCH    2 0
 NP0412
 NP0412.Superseded values are not recommended for survey control.
 NP0412
 NP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0412.See file dsdata.pdf to determine how the superseded data were derived.
 NP0412
 NP0412_MARKER: DB = BENCH MARK DISK
 NP0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0412_STAMPING: H 58 1934
 NP0412_MARK LOGO: CGS
 NP0412_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0412_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0412+STABILITY: SURFACE MOTION
 NP0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0412+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 NP0412
 NP0412  HISTORY     - Date     Condition        Report By
 NP0412  HISTORY     - 1934     MONUMENTED       CGS
 NP0412  HISTORY     - 1974     GOOD             USGS
 NP0412  HISTORY     - 19950502 GOOD             NGS
 NP0412  HISTORY     - 20161130 GOOD             COMPDA
 NP0412  HISTORY     - 20220907 GOOD             NEGS
 NP0412
 NP0412                          STATION DESCRIPTION
 NP0412
 NP0412'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0412'31.5 MI N FROM MITCHELL.
 NP0412'31.5 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL, 3.1
 NP0412'MI. SOUTH ALONG HWY. FROM AGATE, ABOUT 170 FEET WEST OF THE HWY.,
 NP0412'ABOUT 40 FEET WEST OF THE OLD ROAD AND 1 FOOT EAST OF THE ROW
 NP0412'FENCE.  A STANDARD DISK, STAMPED H 58 1934 AND SET IN THE TOP OF A
 NP0412'CONCRETE POST.
 NP0412
 NP0412                          STATION RECOVERY (1995)
 NP0412
 NP0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0412'LOCATED ABOUT 25.0 MI (40.2 KM) SOUTH OF HARRISON, 3.0 MI (4.8 KM)
 NP0412'SOUTH OF THE NIOBRARA RIVER, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 NP0412'29 AND IN THE SE1/4, SEC19, T28N, R55W.  TO REACH THE MARK FROM THE
 NP0412'ENTRANCE ROAD, NAMED RIVER ROAD, TO THE AGATE FOSSIL BEDS NATIONAL
 NP0412'MONUMENT, ABOUT 22 MI (35.4 KM) SOUTH OF HARRISON, GO SOUTH ON STATE
 NP0412'HIGHWAY 29 FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE NIOBRARA RIVER.
 NP0412'CONTINUE SOUTH FOR 3.1 MI (5.0 KM) TO THE MARK ON THE RIGHT, ABOUT 0.3
 NP0412'MI (0.5 KM) SOUTH OF THE SOUTH END OF A CURVE IN THE HIGHWAY.  THE
 NP0412'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NP0412'ABOUT 0.4 FT (12.2 CM) ABOVE THE GROUND.  IT IS 142.0 FT (43.3 M) WEST
 NP0412'OF THE CENTERLINE OF THE HIGHWAY, 40.9 FT (12.5 M) SOUTH-SOUTHWEST OF
 NP0412'A CONCRETE RIGHT-OF-WAY MARKER, 2.9 FT (0.9 M) NORTH OF A FIBERGLASS
 NP0412'WITNESS POST AND 1.0 FT (0.3 M) EAST FROM A FENCE AND A METAL WITNESS
 NP0412'POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NP0412
 NP0412                          STATION RECOVERY (2016)
 NP0412
 NP0412'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0412'RECOVERED IN GOOD CONDITION.
 NP0412
 NP0412                          STATION RECOVERY (2022)
 NP0412
 NP0412'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (MH)
 NP0412'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 29
 NP0412'IN HARRISON, NE., GO SOUTH ON NE. HIGHWAY 29 APPROXIMATELY 25.1 MI
 NP0412'(40.4 KM) TO MILE POST 43.41 AND THE MARK ON THE RIGHT (WEST).  OR
 NP0412'FROM THE JUNCTION OF U.S. HIGHWAY 26 AND AND NE. HIGHWAY 29 IN
 NP0412'MITCHELL, NE., GO NORTH ON NE. HIGHWAY 29 FOR APPROXIMATELY 30.66 MI
 NP0412'(49.33 KM) TO MILE POST 43.41 AND THE MARK ON THE LEFT (WEST).  THE
 NP0412'MARK IS 142.0 FT (43.3 M) WEST OF THE CENTERLINE OF NE. HIGHWAY 29,
 NP0412'2.9 FT (0.9 M) NORTH OF THE BOTTOM OF A FIBERGLASS WITNESS POST, 1.0
 NP0412'FT (0.3 M) EAST OF THE BOTTOM OF A METAL WITNESS POST AND 40.9 FT
 NP0412'(12.5 M) SOUTH-SOUTHWEST OF A CONCRETE ROW MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0112 ***********************************************************************
 NO0112  DESIGNATION -  H 63
 NO0112  PID         -  NO0112
 NO0112  STATE/COUNTY-  NE/THOMAS
 NO0112  COUNTRY     -  US
 NO0112  USGS QUAD   -  SENECA (2017)
 NO0112
 NO0112                         *CURRENT SURVEY CONTROL
 NO0112  ______________________________________________________________________
 NO0112* NAD 83(1986) POSITION- 42 01 35.74   (N) 100 45 17.17   (W)   HD_HELD1
 NO0112* NAVD 88 ORTHO HEIGHT -   894.520 (meters)     2934.77  (feet) ADJUSTED
 NO0112  ______________________________________________________________________
 NO0112  GEOID HEIGHT    -        -21.381 (meters)                     GEOID18
 NO0112  DYNAMIC HEIGHT  -        894.053 (meters)     2933.24  (feet) COMP
 NO0112  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 NO0112
 NO0112  VERT ORDER      -  SECOND    CLASS 0
 NO0112
 NO0112.The horizontal coordinates were determined by differentially corrected
 NO0112.hand held GPS observations or other comparable positioning techniques
 NO0112.and have an estimated accuracy of +/- 3 meters.
 NO0112
 NO0112.The orthometric height was determined by differential leveling and
 NO0112.adjusted by the NATIONAL GEODETIC SURVEY
 NO0112.in June 1991.
 NO0112
 NO0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0112.GEOID18 height accuracy estimate available here.
 NO0112
 NO0112.Click photographs - Photos may exist for this station.
 NO0112
 NO0112.The dynamic height is computed by dividing the NAVD 88
 NO0112.geopotential number by the normal gravity value computed on the
 NO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0112.degrees latitude (g = 980.6199 gals.).
 NO0112
 NO0112.The modeled gravity was interpolated from observed gravity values.
 NO0112
 NO0112;                    North         East    Units  Estimated Accuracy
 NO0112;SPC NE       -   243,783.8     437,512.4     MT  (+/- 3 meters HH1 GPS) 
 NO0112
 NO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM5473254218(NAD 83)
 NO0112
 NO0112                          SUPERSEDED SURVEY CONTROL
 NO0112
 NO0112  NGVD 29 (??/??/92)  894.189  (m)         2933.69   (f) ADJ UNCH    2 0
 NO0112
 NO0112.Superseded values are not recommended for survey control.
 NO0112
 NO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0112.See file dsdata.pdf to determine how the superseded data were derived.
 NO0112
 NO0112_MARKER: DB = BENCH MARK DISK
 NO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0112_STAMPING: H 63 1934
 NO0112_MARK LOGO: CGS
 NO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0112+STABILITY: SURFACE MOTION
 NO0112
 NO0112  HISTORY     - Date     Condition        Report By
 NO0112  HISTORY     - 1934     MONUMENTED       CGS
 NO0112
 NO0112                          STATION DESCRIPTION
 NO0112
 NO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0112'4.2 MI E FROM SENECA.
 NO0112'4.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0112'FROM THE STATION AT SENECA, THOMAS COUNTY, 62 RAILS WEST OF
 NO0112'MILEPOST 253, AT THE TOP OF A SMALL KNOLL, 38.5 FEET NORTH OF
 NO0112'THE NORTH RAIL, AND 4.0 FEET NORTH OF A POLE.  A STANDARD DISK,
 NO0112'STAMPED H 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0014 ***********************************************************************
 MM0014  DESIGNATION -  H 64
 MM0014  PID         -  MM0014
 MM0014  STATE/COUNTY-  NE/BLAINE
 MM0014  COUNTRY     -  US
 MM0014  USGS QUAD   -  DUNNING (2017)
 MM0014
 MM0014                         *CURRENT SURVEY CONTROL
 MM0014  ______________________________________________________________________
 MM0014* NAD 83(1986) POSITION- 41 49 34.     (N) 100 06 05.     (W)   SCALED
 MM0014* NAVD 88 ORTHO HEIGHT -   800.972 (meters)     2627.86  (feet) ADJUSTED
 MM0014  ______________________________________________________________________
 MM0014  GEOID HEIGHT    -        -22.281 (meters)                     GEOID18
 MM0014  DYNAMIC HEIGHT  -        800.558 (meters)     2626.50  (feet) COMP
 MM0014  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 MM0014
 MM0014  VERT ORDER      -  SECOND    CLASS 0
 MM0014
 MM0014.The horizontal coordinates were scaled from a map and have
 MM0014.an estimated accuracy of +/- 6 seconds.
 MM0014
 MM0014.The orthometric height was determined by differential leveling and
 MM0014.adjusted by the NATIONAL GEODETIC SURVEY
 MM0014.in June 1991.
 MM0014
 MM0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0014.GEOID18 height accuracy estimate available here.
 MM0014
 MM0014.Click photographs - Photos may exist for this station.
 MM0014
 MM0014.The dynamic height is computed by dividing the NAVD 88
 MM0014.geopotential number by the normal gravity value computed on the
 MM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0014.degrees latitude (g = 980.6199 gals.).
 MM0014
 MM0014.The modeled gravity was interpolated from observed gravity values.
 MM0014
 MM0014;                    North         East    Units  Estimated Accuracy
 MM0014;SPC NE       -   221,260.      491,580.      MT  (+/- 180 meters Scaled)
 MM0014
 MM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM085310(NAD 83)
 MM0014
 MM0014                          SUPERSEDED SURVEY CONTROL
 MM0014
 MM0014  NGVD 29 (??/??/92)  800.678  (m)         2626.89   (f) ADJ UNCH    2 0
 MM0014
 MM0014.Superseded values are not recommended for survey control.
 MM0014
 MM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0014.See file dsdata.pdf to determine how the superseded data were derived.
 MM0014
 MM0014_MARKER: DB = BENCH MARK DISK
 MM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0014_STAMPING: H 64 1934
 MM0014_MARK LOGO: CGS
 MM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0014+STABILITY: SURFACE MOTION
 MM0014
 MM0014  HISTORY     - Date     Condition        Report By
 MM0014  HISTORY     - 1934     MONUMENTED       CGS
 MM0014  HISTORY     - 1939     GOOD             CGS
 MM0014  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0014
 MM0014                          STATION DESCRIPTION
 MM0014
 MM0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0014'AT DUNNING.
 MM0014'AT DUNNING, BLAINE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MM0014'RAILROAD, AT MILEPOST 215, 115 FEET NORTHWEST OF A SWITCH STAND,
 MM0014'AT THE CROSSING OF STATE HIGHWAY 2, 53 FEET EAST OF THE CENTERLINE
 MM0014'OF THE HIGHWAY, 31.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MM0014'TRACK, AND 31.3 FEET NORTHEAST OF A CROSSING SIGN.  A STANDARD
 MM0014'DISK, STAMPED H 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0014
 MM0014                          STATION RECOVERY (1985)
 MM0014
 MM0014'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0461 ***********************************************************************
 NN0461  DESIGNATION -  H 67
 NN0461  PID         -  NN0461
 NN0461  STATE/COUNTY-  NE/BROWN
 NN0461  COUNTRY     -  US
 NN0461  USGS QUAD   -  GOLDMAN LAKE SE (2017)
 NN0461
 NN0461                         *CURRENT SURVEY CONTROL
 NN0461  ______________________________________________________________________
 NN0461* NAD 83(1986) POSITION- 42 06 23.     (N) 099 51 55.     (W)   SCALED
 NN0461* NAVD 88 ORTHO HEIGHT -   787.725 (meters)     2584.39  (feet) ADJUSTED
 NN0461  ______________________________________________________________________
 NN0461  GEOID HEIGHT    -        -22.458 (meters)                     GEOID18
 NN0461  DYNAMIC HEIGHT  -        787.352 (meters)     2583.17  (feet) COMP
 NN0461  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 NN0461
 NN0461  VERT ORDER      -  SECOND    CLASS 0
 NN0461
 NN0461.The horizontal coordinates were scaled from a map and have
 NN0461.an estimated accuracy of +/- 6 seconds.
 NN0461
 NN0461.The orthometric height was determined by differential leveling and
 NN0461.adjusted by the NATIONAL GEODETIC SURVEY
 NN0461.in June 1991.
 NN0461
 NN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0461.GEOID18 height accuracy estimate available here.
 NN0461
 NN0461.Click photographs - Photos may exist for this station.
 NN0461
 NN0461.The dynamic height is computed by dividing the NAVD 88
 NN0461.geopotential number by the normal gravity value computed on the
 NN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0461.degrees latitude (g = 980.6199 gals.).
 NN0461
 NN0461.The modeled gravity was interpolated from observed gravity values.
 NN0461
 NN0461;                    North         East    Units  Estimated Accuracy
 NN0461;SPC NE       -   252,380.      511,140.      MT  (+/- 180 meters Scaled)
 NN0461
 NN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM284619(NAD 83)
 NN0461
 NN0461                          SUPERSEDED SURVEY CONTROL
 NN0461
 NN0461  NGVD 29 (??/??/92)  787.427  (m)         2583.42   (f) ADJ UNCH    2 0
 NN0461
 NN0461.Superseded values are not recommended for survey control.
 NN0461
 NN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0461.See file dsdata.pdf to determine how the superseded data were derived.
 NN0461
 NN0461_MARKER: DB = BENCH MARK DISK
 NN0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0461_STAMPING: H 67 1935
 NN0461_MARK LOGO: CGS
 NN0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0461+STABILITY: SURFACE MOTION
 NN0461
 NN0461  HISTORY     - Date     Condition        Report By
 NN0461  HISTORY     - 1935     MONUMENTED       CGS
 NN0461  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0461
 NN0461                          STATION DESCRIPTION
 NN0461
 NN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0461'13.2 MI N FROM BREWSTER.
 NN0461'IN BROWN COUNTY, ABOUT 13.2 MILES NORTH ALONG STATE HIGHWAY 7
 NN0461'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, ABOUT
 NN0461'0.4 MILE NORTH OF THE G. JOCHEM FARMHOUSE, 18 FEET EAST OF THE
 NN0461'CENTER LINE OF THE HIGHWAY, 6.5 FEET EAST OF THE RIGHT-OF-WAY
 NN0461'FENCE, AND 4 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NN0461'H 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0461
 NN0461                          STATION RECOVERY (1975)
 NN0461
 NN0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0100 ***********************************************************************
 MM0100  DESIGNATION -  H 7
 MM0100  PID         -  MM0100
 MM0100  STATE/COUNTY-  NE/LINCOLN
 MM0100  COUNTRY     -  US
 MM0100  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0100
 MM0100                         *CURRENT SURVEY CONTROL
 MM0100  ______________________________________________________________________
 MM0100* NAD 83(1986) POSITION- 41 08 20.     (N) 100 43 42.     (W)   SCALED
 MM0100* NAVD 88 ORTHO HEIGHT -   852.297 (meters)     2796.24  (feet) ADJUSTED
 MM0100  ______________________________________________________________________
 MM0100  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 MM0100  DYNAMIC HEIGHT  -        851.802 (meters)     2794.62  (feet) COMP
 MM0100  MODELED GRAVITY -    980,013.9   (mgal)                       NAVD 88
 MM0100
 MM0100  VERT ORDER      -  FIRST     CLASS II
 MM0100
 MM0100.The horizontal coordinates were scaled from a map and have
 MM0100.an estimated accuracy of +/- 6 seconds.
 MM0100
 MM0100.The orthometric height was determined by differential leveling and
 MM0100.adjusted by the NATIONAL GEODETIC SURVEY
 MM0100.in June 1994.
 MM0100
 MM0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0100.GEOID18 height accuracy estimate available here.
 MM0100
 MM0100.Click photographs - Photos may exist for this station.
 MM0100
 MM0100.The dynamic height is computed by dividing the NAVD 88
 MM0100.geopotential number by the normal gravity value computed on the
 MM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0100.degrees latitude (g = 980.6199 gals.).
 MM0100
 MM0100.The modeled gravity was interpolated from observed gravity values.
 MM0100
 MM0100;                    North         East    Units  Estimated Accuracy
 MM0100;SPC NE       -   145,210.      438,870.      MT  (+/- 180 meters Scaled)
 MM0100
 MM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL549556(NAD 83)
 MM0100
 MM0100                          SUPERSEDED SURVEY CONTROL
 MM0100
 MM0100  NAVD 88 (06/15/91)  852.291  (m)         2796.22   (f) SUPERSEDED  1 2
 MM0100  NGVD 29 (??/??/92)  851.948  (m)         2795.10   (f) ADJ UNCH    1 2
 MM0100
 MM0100.Superseded values are not recommended for survey control.
 MM0100
 MM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0100.See file dsdata.pdf to determine how the superseded data were derived.
 MM0100
 MM0100_MARKER: DB = BENCH MARK DISK
 MM0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MM0100_SP_SET: BRIDGE
 MM0100_STAMPING: H 7 1933
 MM0100_MARK LOGO: CGS
 MM0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0100
 MM0100  HISTORY     - Date     Condition        Report By
 MM0100  HISTORY     - 1933     MONUMENTED       CGS
 MM0100
 MM0100                          STATION DESCRIPTION
 MM0100
 MM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0100'1.5 MI E FROM NORTH PLATTE.
 MM0100'1.5 MILES EAST OF NORTH PLATTE BY RAIL THE R/W OF THE UNION
 MM0100'PACIFIC RAILROAD 22 POLES WEST OF MILEPOST 282, IN THE SOUTH
 MM0100'END OF THE WEST CONCRETE ABUTMENT OF A 40 SPAN PLATE DECK GIRDER
 MM0100'BRIDGE ACROSS THE NROTH PLATTE RIVER, 7.5 FT SOUTH OF THE SOUTH
 MM0100'RAIL OF THE SOUTH MAINLINE, 21.5 FT SOUTH OF THE SOUTH RAIL OF
 MM0100'THE NORTH MAINLINE.  TABLET IS STAMPED H-7, 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0101 ***********************************************************************
 MM0101  DESIGNATION -  H 7 RESET
 MM0101  PID         -  MM0101
 MM0101  STATE/COUNTY-  NE/LINCOLN
 MM0101  COUNTRY     -  US
 MM0101  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0101
 MM0101                         *CURRENT SURVEY CONTROL
 MM0101  ______________________________________________________________________
 MM0101* NAD 83(1986) POSITION- 41 08 24.     (N) 100 43 31.     (W)   SCALED
 MM0101* NAVD 88 ORTHO HEIGHT -   852.92  (meters)     2798.3   (feet) RESET
 MM0101  ______________________________________________________________________
 MM0101  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 MM0101  VERT ORDER      -  THIRD
 MM0101
 MM0101.The horizontal coordinates were scaled from a map and have
 MM0101.an estimated accuracy of +/- 6 seconds.
 MM0101
 MM0101.The orthometric height was computed from unverified reset data.
 MM0101
 MM0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0101.GEOID18 height accuracy estimate available here.
 MM0101
 MM0101.Click photographs - Photos may exist for this station.
 MM0101
 MM0101;                    North         East    Units  Estimated Accuracy
 MM0101;SPC NE       -   145,330.      439,130.      MT  (+/- 180 meters Scaled)
 MM0101
 MM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL552557(NAD 83)
 MM0101
 MM0101                          SUPERSEDED SURVEY CONTROL
 MM0101
 MM0101.No superseded survey control is available for this station.
 MM0101
 MM0101_MARKER: DB = BENCH MARK DISK
 MM0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0101_SP_SET: SMALL BRIDGE ABUTMENT
 MM0101_STAMPING: H 7 RESET 1961
 MM0101_MARK LOGO: CGS
 MM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0101+STABILITY: SURFACE MOTION
 MM0101
 MM0101  HISTORY     - Date     Condition        Report By
 MM0101  HISTORY     - 1961     MONUMENTED       CGS
 MM0101  HISTORY     - 1986     POOR             NGS
 MM0101
 MM0101                          STATION DESCRIPTION
 MM0101
 MM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MM0101'1.7 MI E FROM NORTH PLATTE.
 MM0101'THIS MARK IS LOCATED ABOUT 1.7 MILES EAST ALONG THE UNION PACIFIC
 MM0101'RAILROAD FROM NORTH PLATTE, AT THE DECK GIRDER BRIDGE OVER NORTH
 MM0101'PLATTE RIVER IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MM0101'ABUTMENT, AND 8.4 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MM0101'MAIN TRACK.
 MM0101
 MM0101                          STATION RECOVERY (1986)
 MM0101
 MM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0101'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0101'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0008 ***********************************************************************
 ML0008  DESIGNATION -  H 70 RESET
 ML0008  PID         -  ML0008
 ML0008  STATE/COUNTY-  NE/ANTELOPE
 ML0008  COUNTRY     -  US
 ML0008  USGS QUAD   -  ELGIN NW (2017)
 ML0008
 ML0008                         *CURRENT SURVEY CONTROL
 ML0008  ______________________________________________________________________
 ML0008* NAD 83(1986) POSITION- 41 59 14.     (N) 098 14 20.     (W)   SCALED
 ML0008* NAVD 88 ORTHO HEIGHT -   607.81  (meters)     1994.1   (feet) RESET
 ML0008  ______________________________________________________________________
 ML0008  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 ML0008  VERT ORDER      -  THIRD
 ML0008
 ML0008.The horizontal coordinates were scaled from a map and have
 ML0008.an estimated accuracy of +/- 6 seconds.
 ML0008
 ML0008.The orthometric height was computed from unverified reset data.
 ML0008
 ML0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0008.GEOID18 height accuracy estimate available here.
 ML0008
 ML0008.Click photographs - Photos may exist for this station.
 ML0008
 ML0008;                    North         East    Units  Estimated Accuracy
 ML0008;SPC NE       -   240,630.      645,880.      MT  (+/- 180 meters Scaled)
 ML0008
 ML0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM630486(NAD 83)
 ML0008
 ML0008                          SUPERSEDED SURVEY CONTROL
 ML0008
 ML0008.No superseded survey control is available for this station.
 ML0008
 ML0008_MARKER: DB = BENCH MARK DISK
 ML0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0008_STAMPING: H 70 1935 RESET 1961
 ML0008_MARK LOGO: CGS
 ML0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0008+STABILITY: SURFACE MOTION
 ML0008
 ML0008  HISTORY     - Date     Condition        Report By
 ML0008  HISTORY     - 1961     MONUMENTED       CGS
 ML0008
 ML0008                          STATION DESCRIPTION
 ML0008
 ML0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0008'7.7 MI W FROM ELGIN.
 ML0008'7.7 MILES WEST ALONG STATE HIGHWAY NO. 70 FROM THE POST OFFICE
 ML0008'AT ELGIN, 2.1 MILES EAST OF THE PARK CENTER RURAL SCHOOL, 70 FEET
 ML0008'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 63 FEET WEST OF THE
 ML0008'CENTERLINE OF A CROSS ROAD, 23 FEET WEST OF THE RIGHT-OF-WAY
 ML0008'CORNER FENCE POST, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0603 ***********************************************************************
 ML0603  DESIGNATION -  H 71
 ML0603  PID         -  ML0603
 ML0603  STATE/COUNTY-  NE/GARFIELD
 ML0603  COUNTRY     -  US
 ML0603  USGS QUAD   -  BURWELL SE (2017)
 ML0603
 ML0603                         *CURRENT SURVEY CONTROL
 ML0603  ______________________________________________________________________
 ML0603* NAD 83(1986) POSITION- 41 46 24.     (N) 099 01 44.     (W)   SCALED
 ML0603* NAVD 88 ORTHO HEIGHT -   711.349 (meters)     2333.82  (feet) ADJUSTED
 ML0603  ______________________________________________________________________
 ML0603  GEOID HEIGHT    -        -23.734 (meters)                     GEOID18
 ML0603  DYNAMIC HEIGHT  -        711.003 (meters)     2332.68  (feet) COMP
 ML0603  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 ML0603
 ML0603  VERT ORDER      -  SECOND    CLASS 0
 ML0603
 ML0603.The horizontal coordinates were scaled from a map and have
 ML0603.an estimated accuracy of +/- 6 seconds.
 ML0603
 ML0603.The orthometric height was determined by differential leveling and
 ML0603.adjusted by the NATIONAL GEODETIC SURVEY
 ML0603.in June 1991.
 ML0603
 ML0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0603.GEOID18 height accuracy estimate available here.
 ML0603
 ML0603.Click photographs - Photos may exist for this station.
 ML0603
 ML0603.The dynamic height is computed by dividing the NAVD 88
 ML0603.geopotential number by the normal gravity value computed on the
 ML0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0603.degrees latitude (g = 980.6199 gals.).
 ML0603
 ML0603.The modeled gravity was interpolated from observed gravity values.
 ML0603
 ML0603;                    North         East    Units  Estimated Accuracy
 ML0603;SPC NE       -   215,840.      580,710.      MT  (+/- 180 meters Scaled)
 ML0603
 ML0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM975246(NAD 83)
 ML0603
 ML0603                          SUPERSEDED SURVEY CONTROL
 ML0603
 ML0603  NGVD 29 (??/??/92)  711.085  (m)         2332.95   (f) ADJ UNCH    2 0
 ML0603
 ML0603.Superseded values are not recommended for survey control.
 ML0603
 ML0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0603.See file dsdata.pdf to determine how the superseded data were derived.
 ML0603
 ML0603_MARKER: DB = BENCH MARK DISK
 ML0603_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0603_STAMPING: H 71 1935
 ML0603_MARK LOGO: CGS
 ML0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0603
 ML0603  HISTORY     - Date     Condition        Report By
 ML0603  HISTORY     - 1935     MONUMENTED       CGS
 ML0603  HISTORY     - 1938     GOOD             CGS
 ML0603
 ML0603                          STATION DESCRIPTION
 ML0603
 ML0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0603'5.8 MI E FROM BURWELL.
 ML0603'5.8 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0603'NO. 53 BETWEEN BURWELL AND BARTLETT, 0.1 OF A MILE EAST OF THE
 ML0603'EAST END OF A S CURVE IN THE HIGHWAY, BETWEEN A GROUP OF HILLS,
 ML0603'66 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 12 FEET EATS OF A
 ML0603'NORTH-SOUTH FENCE LINE EXTENDED TO THE SOUTH.  A STANDARD DISK
 ML0603'SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0873 ***********************************************************************
 ML0873  DESIGNATION -  H 72
 ML0873  PID         -  ML0873
 ML0873  STATE/COUNTY-  NE/LOUP
 ML0873  COUNTRY     -  US
 ML0873  USGS QUAD   -  ALMERIA NW (2017)
 ML0873
 ML0873                         *CURRENT SURVEY CONTROL
 ML0873  ______________________________________________________________________
 ML0873* NAD 83(1986) POSITION- 41 56 10.     (N) 099 41 08.     (W)   SCALED
 ML0873* NAVD 88 ORTHO HEIGHT -   734.942 (meters)     2411.22  (feet) ADJUSTED
 ML0873  ______________________________________________________________________
 ML0873  GEOID HEIGHT    -        -22.633 (meters)                     GEOID18
 ML0873  DYNAMIC HEIGHT  -        734.593 (meters)     2410.08  (feet) COMP
 ML0873  MODELED GRAVITY -    980,123.0   (mgal)                       NAVD 88
 ML0873
 ML0873  VERT ORDER      -  SECOND    CLASS 0
 ML0873
 ML0873.The horizontal coordinates were scaled from a map and have
 ML0873.an estimated accuracy of +/- 6 seconds.
 ML0873
 ML0873.The orthometric height was determined by differential leveling and
 ML0873.adjusted by the NATIONAL GEODETIC SURVEY
 ML0873.in June 1991.
 ML0873
 ML0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0873.GEOID18 height accuracy estimate available here.
 ML0873
 ML0873.Click photographs - Photos may exist for this station.
 ML0873
 ML0873.The dynamic height is computed by dividing the NAVD 88
 ML0873.geopotential number by the normal gravity value computed on the
 ML0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0873.degrees latitude (g = 980.6199 gals.).
 ML0873
 ML0873.The modeled gravity was interpolated from observed gravity values.
 ML0873
 ML0873;                    North         East    Units  Estimated Accuracy
 ML0873;SPC NE       -   233,510.      526,070.      MT  (+/- 180 meters Scaled)
 ML0873
 ML0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM431429(NAD 83)
 ML0873
 ML0873                          SUPERSEDED SURVEY CONTROL
 ML0873
 ML0873  NGVD 29 (??/??/92)  734.674  (m)         2410.34   (f) ADJ UNCH    2 0
 ML0873
 ML0873.Superseded values are not recommended for survey control.
 ML0873
 ML0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0873.See file dsdata.pdf to determine how the superseded data were derived.
 ML0873
 ML0873_MARKER: DB = BENCH MARK DISK
 ML0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0873_STAMPING: H 72 1935
 ML0873_MARK LOGO: CGS
 ML0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0873+STABILITY: SURFACE MOTION
 ML0873
 ML0873  HISTORY     - Date     Condition        Report By
 ML0873  HISTORY     - 1935     MONUMENTED       CGS
 ML0873  HISTORY     - 1952     MARK NOT FOUND   USGS
 ML0873
 ML0873                          STATION DESCRIPTION
 ML0873
 ML0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0873'10 MI E FROM BREWSTER.
 ML0873'10.05 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0873'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 1.5 MILES NORTHEAST OF
 ML0873'CHURCH, ABOUT 300 FEET SOUTH OF WINDMILL AND WELL, 50 FEET NORTH
 ML0873'OF GROUP OF 8 TREES, 38.6 FEET SOUTH OF THE CENTER LINE OF THE
 ML0873'HIGHWAY, AND 2.0 FEET NORTH OF RIGHT OF WAY FENCE.
 ML0873
 ML0873                          STATION RECOVERY (1952)
 ML0873
 ML0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0873'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0089 ***********************************************************************
 NO0089  DESIGNATION -  H 73
 NO0089  PID         -  NO0089
 NO0089  STATE/COUNTY-  NE/CHERRY
 NO0089  COUNTRY     -  US
 NO0089  USGS QUAD   -  MULE LAKE (2017)
 NO0089
 NO0089                         *CURRENT SURVEY CONTROL
 NO0089  ______________________________________________________________________
 NO0089* NAD 83(1986) POSITION- 42 26 56.     (N) 100 38 49.     (W)   SCALED
 NO0089* NAVD 88 ORTHO HEIGHT -   907.607 (meters)     2977.71  (feet) ADJUSTED
 NO0089  ______________________________________________________________________
 NO0089  GEOID HEIGHT    -        -21.375 (meters)                     GEOID18
 NO0089  DYNAMIC HEIGHT  -        907.177 (meters)     2976.30  (feet) COMP
 NO0089  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 NO0089
 NO0089  VERT ORDER      -  SECOND    CLASS 0
 NO0089
 NO0089.The horizontal coordinates were scaled from a map and have
 NO0089.an estimated accuracy of +/- 6 seconds.
 NO0089
 NO0089.The orthometric height was determined by differential leveling and
 NO0089.adjusted by the NATIONAL GEODETIC SURVEY
 NO0089.in June 1991.
 NO0089
 NO0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0089.GEOID18 height accuracy estimate available here.
 NO0089
 NO0089.Click photographs - Photos may exist for this station.
 NO0089
 NO0089.The dynamic height is computed by dividing the NAVD 88
 NO0089.geopotential number by the normal gravity value computed on the
 NO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0089.degrees latitude (g = 980.6199 gals.).
 NO0089
 NO0089.The modeled gravity was interpolated from observed gravity values.
 NO0089
 NO0089;                    North         East    Units  Estimated Accuracy
 NO0089;SPC NE       -   290,610.      446,790.      MT  (+/- 180 meters Scaled)
 NO0089
 NO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN645009(NAD 83)
 NO0089
 NO0089                          SUPERSEDED SURVEY CONTROL
 NO0089
 NO0089  NGVD 29 (??/??/92)  907.294  (m)         2976.68   (f) ADJ UNCH    2 0
 NO0089
 NO0089.Superseded values are not recommended for survey control.
 NO0089
 NO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0089.See file dsdata.pdf to determine how the superseded data were derived.
 NO0089
 NO0089_MARKER: DB = BENCH MARK DISK
 NO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0089_STAMPING: H 73 1934
 NO0089_MARK LOGO: CGS
 NO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0089+STABILITY: SURFACE MOTION
 NO0089
 NO0089  HISTORY     - Date     Condition        Report By
 NO0089  HISTORY     - 1934     MONUMENTED       CGS
 NO0089  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0089
 NO0089                          STATION DESCRIPTION
 NO0089
 NO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0089'14.1 MI N FROM BROWNLEE.
 NO0089'ABOUT 14.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0089'AT BROWNLEE, CHERRY COUNTY, AT THE SOUTH SIDE OF RAT LAKE, NEAR
 NO0089'THE SOUTHEAST CORNER OF A FISHERMANS CABIN YARD, 26.5 FEET
 NO0089'NORTH OF THE SOUTHEAST FENCE CORNER, AND 2.3 FEET EAST OF THE
 NO0089'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED H 73 1934 AND
 NO0089'SET IN THE TOP OF A CONCRETE POST.
 NO0089
 NO0089                          STATION RECOVERY (1984)
 NO0089
 NO0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0020 ***********************************************************************
 MN0020  DESIGNATION -  H 74
 MN0020  PID         -  MN0020
 MN0020  STATE/COUNTY-  NE/GARDEN
 MN0020  COUNTRY     -  US
 MN0020  USGS QUAD   -  BLACK LAKE (2017)
 MN0020
 MN0020                         *CURRENT SURVEY CONTROL
 MN0020  ______________________________________________________________________
 MN0020* NAD 83(1986) POSITION- 41 54 41.08   (N) 102 20 16.45   (W)   HD_HELD1
 MN0020* NAVD 88 ORTHO HEIGHT -  1192.915 (meters)     3913.76  (feet) ADJUSTED
 MN0020  ______________________________________________________________________
 MN0020  GEOID HEIGHT    -        -19.176 (meters)                     GEOID18
 MN0020  DYNAMIC HEIGHT  -       1192.213 (meters)     3911.45  (feet) COMP
 MN0020  MODELED GRAVITY -    979,991.9   (mgal)                       NAVD 88
 MN0020
 MN0020  VERT ORDER      -  SECOND    CLASS 0
 MN0020
 MN0020.The horizontal coordinates were determined by differentially corrected
 MN0020.hand held GPS observations or other comparable positioning techniques
 MN0020.and have an estimated accuracy of +/- 3 meters.
 MN0020
 MN0020.The orthometric height was determined by differential leveling and
 MN0020.adjusted by the NATIONAL GEODETIC SURVEY
 MN0020.in June 1991.
 MN0020
 MN0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0020.GEOID18 height accuracy estimate available here.
 MN0020
 MN0020.Click photographs - Photos may exist for this station.
 MN0020
 MN0020.The dynamic height is computed by dividing the NAVD 88
 MN0020.geopotential number by the normal gravity value computed on the
 MN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0020.degrees latitude (g = 980.6199 gals.).
 MN0020
 MN0020.The modeled gravity was interpolated from observed gravity values.
 MN0020
 MN0020;                    North         East    Units  Estimated Accuracy
 MN0020;SPC NE       -   233,342.8     306,119.5     MT  (+/- 3 meters HH1 GPS) 
 MN0020
 MN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2078243367(NAD 83)
 MN0020
 MN0020                          SUPERSEDED SURVEY CONTROL
 MN0020
 MN0020  NGVD 29 (??/??/92) 1192.367  (m)         3911.96   (f) ADJ UNCH    2 0
 MN0020
 MN0020.Superseded values are not recommended for survey control.
 MN0020
 MN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0020.See file dsdata.pdf to determine how the superseded data were derived.
 MN0020
 MN0020_MARKER: DB = BENCH MARK DISK
 MN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0020_STAMPING: H 74 1934
 MN0020_MARK LOGO: CGS
 MN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0020+STABILITY: SURFACE MOTION
 MN0020
 MN0020  HISTORY     - Date     Condition        Report By
 MN0020  HISTORY     - 1934     MONUMENTED       CGS
 MN0020  HISTORY     - 1938     GOOD             CGS
 MN0020
 MN0020                          STATION DESCRIPTION
 MN0020
 MN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0020'12.9 MI S FROM ELLSWORTH.
 MN0020'IN GARDEN COUNTY, 12.9 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0020'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0020'STATION AT ELLSWORTH, SHERIDAN COUNTY, AT THE SOUTH SIDE OF A
 MN0020'LARGE MEADOW, 30 FEET WEST OF THE CENTER OF AN AUTO GATE, AND
 MN0020'1-1/2 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 MN0020'STAMPED H 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0020
 MN0020                          STATION RECOVERY (1938)
 MN0020
 MN0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0224 ***********************************************************************
 MN0224  DESIGNATION -  H 76
 MN0224  PID         -  MN0224
 MN0224  STATE/COUNTY-  NE/KIMBALL
 MN0224  COUNTRY     -  US
 MN0224  USGS QUAD   -  OLIVER RESERVOIR (2017)
 MN0224
 MN0224                         *CURRENT SURVEY CONTROL
 MN0224  ______________________________________________________________________
 MN0224* NAD 83(1986) POSITION- 41 13 45.56   (N) 103 46 49.54   (W)   HD_HELD1
 MN0224* NAVD 88 ORTHO HEIGHT -  1458.131 (meters)     4783.88  (feet) ADJUSTED
 MN0224  ______________________________________________________________________
 MN0224  GEOID HEIGHT    -        -18.570 (meters)                     GEOID18
 MN0224  DYNAMIC HEIGHT  -       1457.041 (meters)     4780.31  (feet) COMP
 MN0224  MODELED GRAVITY -    979,825.0   (mgal)                       NAVD 88
 MN0224
 MN0224  VERT ORDER      -  SECOND    CLASS 0
 MN0224
 MN0224.The horizontal coordinates were determined by differentially corrected
 MN0224.hand held GPS observations or other comparable positioning techniques
 MN0224.and have an estimated accuracy of +/- 3 meters.
 MN0224
 MN0224.The orthometric height was determined by differential leveling and
 MN0224.adjusted by the NATIONAL GEODETIC SURVEY
 MN0224.in June 1991.
 MN0224
 MN0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0224.GEOID18 height accuracy estimate available here.
 MN0224
 MN0224.Click photographs - Photos may exist for this station.
 MN0224
 MN0224.The dynamic height is computed by dividing the NAVD 88
 MN0224.geopotential number by the normal gravity value computed on the
 MN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0224.degrees latitude (g = 980.6199 gals.).
 MN0224
 MN0224.The modeled gravity was interpolated from observed gravity values.
 MN0224
 MN0224;                    North         East    Units  Estimated Accuracy
 MN0224;SPC NE       -   161,916.7     183,243.5     MT  (+/- 3 meters HH1 GPS) 
 MN0224
 MN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0221264931(NAD 83)
 MN0224
 MN0224                          SUPERSEDED SURVEY CONTROL
 MN0224
 MN0224  NGVD 29 (??/??/92) 1457.403  (m)         4781.50   (f) ADJ UNCH    2 0
 MN0224
 MN0224.Superseded values are not recommended for survey control.
 MN0224
 MN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0224.See file dsdata.pdf to determine how the superseded data were derived.
 MN0224
 MN0224_MARKER: DB = BENCH MARK DISK
 MN0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0224_STAMPING: H 76 1934
 MN0224_MARK LOGO: CGS
 MN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0224+STABILITY: SURFACE MOTION
 MN0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0224+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2017
 MN0224
 MN0224  HISTORY     - Date     Condition        Report By
 MN0224  HISTORY     - 1934     MONUMENTED       CGS
 MN0224  HISTORY     - 1985     GOOD             DMA
 MN0224  HISTORY     - 20170717 GOOD             NEGS
 MN0224
 MN0224                          STATION DESCRIPTION
 MN0224
 MN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0224'6.1 MI W FROM KIMBALL.
 MN0224'6.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0224'AT KIMBALL, KIMBALL COUNTY, 6.0 MILES EAST OF BUSHNELL, 0.4 MILE
 MN0224'EAST OF THE OLIVER GRAIN ELEVATOR, 0.2 MILE EAST OF MILEPOST
 MN0224'451, 80.4 FEET SOUTH OF THE SOUTH RAIL, 4.6 FEET EAST OF A
 MN0224'FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MN0224'STAMPED H 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0224
 MN0224                          STATION RECOVERY (1985)
 MN0224
 MN0224'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0224'RECOVERED IN GOOD CONDITION.
 MN0224
 MN0224                          STATION RECOVERY (2017)
 MN0224
 MN0224'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017
 MN0224'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND OLD HIGHWAY 71 (CHESTNUT
 MN0224'STREET) IN KIMBALL NEBRASKA PROCEED WEST ON U.S. HIGHWAY 30 APPROX.
 MN0224'1.76 MILES TO BENCH MARK THAT IS NORTH OF CENTER OF HIGHWAY 39 FEET. 
 MN0224'BENCH MARK IS NEAR MILE POST 15+50 FOR U.S. HIGHWAY 30 AND IS 1 FOOT
 MN0224'SOUTH OF ORANGE NGS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0694 ***********************************************************************
 MJ0694  DESIGNATION -  H 78
 MJ0694  PID         -  MJ0694
 MJ0694  STATE/COUNTY-  NE/SARPY
 MJ0694  COUNTRY     -  US
 MJ0694  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0694
 MJ0694                         *CURRENT SURVEY CONTROL
 MJ0694  ______________________________________________________________________
 MJ0694* NAD 83(1986) POSITION- 41 08 59.     (N) 095 56 06.     (W)   SCALED
 MJ0694* NAVD 88 ORTHO HEIGHT -   302.784 (meters)      993.38  (feet) ADJUSTED
 MJ0694  ______________________________________________________________________
 MJ0694  GEOID HEIGHT    -        -27.202 (meters)                     GEOID18
 MJ0694  DYNAMIC HEIGHT  -        302.660 (meters)      992.98  (feet) COMP
 MJ0694  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 MJ0694
 MJ0694  VERT ORDER      -  SECOND    CLASS 0
 MJ0694
 MJ0694.The horizontal coordinates were scaled from a map and have
 MJ0694.an estimated accuracy of +/- 6 seconds.
 MJ0694
 MJ0694.The orthometric height was determined by differential leveling and
 MJ0694.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0694.in June 1991.
 MJ0694
 MJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0694.GEOID18 height accuracy estimate available here.
 MJ0694
 MJ0694.Click photographs - Photos may exist for this station.
 MJ0694
 MJ0694.The dynamic height is computed by dividing the NAVD 88
 MJ0694.geopotential number by the normal gravity value computed on the
 MJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0694.degrees latitude (g = 980.6199 gals.).
 MJ0694
 MJ0694.The modeled gravity was interpolated from observed gravity values.
 MJ0694
 MJ0694;                    North         East    Units  Estimated Accuracy
 MJ0694;SPC NE       -   154,170.      841,000.      MT  (+/- 180 meters Scaled)
 MJ0694
 MJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF537595(NAD 83)
 MJ0694
 MJ0694                          SUPERSEDED SURVEY CONTROL
 MJ0694
 MJ0694  NGVD 29 (??/??/92)  302.681  (m)          993.05   (f) ADJ UNCH    2 0
 MJ0694
 MJ0694.Superseded values are not recommended for survey control.
 MJ0694
 MJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0694.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0694
 MJ0694_MARKER: DB = BENCH MARK DISK
 MJ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0694_STAMPING: H 78 1934
 MJ0694_MARK LOGO: CGS
 MJ0694_PROJECTION: FLUSH
 MJ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0694+STABILITY: SURFACE MOTION
 MJ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0694+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 MJ0694
 MJ0694  HISTORY     - Date     Condition        Report By
 MJ0694  HISTORY     - 1934     MONUMENTED       CGS
 MJ0694  HISTORY     - 1955     GOOD             CGS
 MJ0694  HISTORY     - 1975     GOOD             LOCSUR
 MJ0694  HISTORY     - 20200226 GOOD             INDIV
 MJ0694
 MJ0694                          STATION DESCRIPTION
 MJ0694
 MJ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MJ0694'0.7 MI NE FROM GILMORE.
 MJ0694'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MJ0694'STATION AT GILMORE, SARPY COUNTY, 0.3 MILE SOUTHEAST OF A SWITCH
 MJ0694'TOWER, 0.1 MILE SOUTH OF MILEPOST 11, NEAR THE CROSSING OF THE
 MJ0694'MISSOURI PACIFIC RAILROAD, AT A RIGHT-OF-WAY FENCE CORNER, 48
 MJ0694'FEET EAST OF THE EAST RAIL OF THE U.P.R.R. TRACK, 37 FEET WEST
 MJ0694'OF THE WEST RAIL OF THE M.P.R.R. TRACK, AND 6 FEET LOWER THAN
 MJ0694'THE TRACK.  A STANDARD DISK, STAMPED H 78 1934 AND SET IN THE
 MJ0694'TOP OF A CONCRETE POST.
 MJ0694
 MJ0694                          STATION RECOVERY (1975)
 MJ0694
 MJ0694'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0694'RECOVERED IN GOOD CONDITION.
 MJ0694
 MJ0694                          STATION RECOVERY (2020)
 MJ0694
 MJ0694'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (JA)
 MJ0694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0216 ***********************************************************************
 MM0216  DESIGNATION -  H 8
 MM0216  PID         -  MM0216
 MM0216  STATE/COUNTY-  NE/KEITH
 MM0216  COUNTRY     -  US
 MM0216  USGS QUAD   -  OGALLALA (2017)
 MM0216
 MM0216                         *CURRENT SURVEY CONTROL
 MM0216  ______________________________________________________________________
 MM0216* NAD 83(1986) POSITION- 41 07 46.     (N) 101 37 49.     (W)   SCALED
 MM0216* NAVD 88 ORTHO HEIGHT -   970.307 (meters)     3183.42  (feet) ADJUSTED
 MM0216  ______________________________________________________________________
 MM0216  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 MM0216  DYNAMIC HEIGHT  -        969.708 (meters)     3181.45  (feet) COMP
 MM0216  MODELED GRAVITY -    979,974.2   (mgal)                       NAVD 88
 MM0216
 MM0216  VERT ORDER      -  FIRST     CLASS II
 MM0216
 MM0216.The horizontal coordinates were scaled from a map and have
 MM0216.an estimated accuracy of +/- 6 seconds.
 MM0216
 MM0216.The orthometric height was determined by differential leveling and
 MM0216.adjusted by the NATIONAL GEODETIC SURVEY
 MM0216.in June 1991.
 MM0216
 MM0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0216.GEOID18 height accuracy estimate available here.
 MM0216
 MM0216.Click photographs - Photos may exist for this station.
 MM0216
 MM0216.The dynamic height is computed by dividing the NAVD 88
 MM0216.geopotential number by the normal gravity value computed on the
 MM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0216.degrees latitude (g = 980.6199 gals.).
 MM0216
 MM0216.The modeled gravity was interpolated from observed gravity values.
 MM0216
 MM0216;                    North         East    Units  Estimated Accuracy
 MM0216;SPC NE       -   145,190.      363,160.      MT  (+/- 180 meters Scaled)
 MM0216
 MM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL792564(NAD 83)
 MM0216
 MM0216                          SUPERSEDED SURVEY CONTROL
 MM0216
 MM0216  NGVD 29 (??/??/92)  969.882  (m)         3182.02   (f) ADJ UNCH    1 2
 MM0216
 MM0216.Superseded values are not recommended for survey control.
 MM0216
 MM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0216.See file dsdata.pdf to determine how the superseded data were derived.
 MM0216
 MM0216_MARKER: DB = BENCH MARK DISK
 MM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0216_STAMPING: 3182.021 H 8 1933
 MM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0216+STABILITY: SURFACE MOTION
 MM0216
 MM0216  HISTORY     - Date     Condition        Report By
 MM0216  HISTORY     - 1933     MONUMENTED       CGS
 MM0216  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0216  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0216
 MM0216                          STATION DESCRIPTION
 MM0216
 MM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0216'4.8 MI E FROM OGALLALA.
 MM0216'ABOUT 4.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0216'OGALLALA, KEITH COUNTY, AT MILEPOST 330, AT A PRIVATE-ROAD
 MM0216'CROSSING, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 MM0216'175 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 45.2 FEET
 MM0216'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 2 FEET
 MM0216'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MM0216'3182.021 H 8 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0216'ABOUT 3 INCHES ABOVE GROUND.
 MM0216
 MM0216                          STATION RECOVERY (1971)
 MM0216
 MM0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0216'MARK NOT FOUND.
 MM0216
 MM0216                          STATION RECOVERY (1986)
 MM0216
 MM0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0216'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0379 ***********************************************************************
 LG0379  DESIGNATION -  H 80
 LG0379  PID         -  LG0379
 LG0379  STATE/COUNTY-  NE/LANCASTER
 LG0379  COUNTRY     -  US
 LG0379  USGS QUAD   -  LINCOLN (2017)
 LG0379
 LG0379                         *CURRENT SURVEY CONTROL
 LG0379  ______________________________________________________________________
 LG0379* NAD 83(1986) POSITION- 40 49 16.     (N) 096 42 35.     (W)   SCALED
 LG0379* NAVD 88 ORTHO HEIGHT -   351.771 (meters)     1154.10  (feet) ADJUSTED
 LG0379  ______________________________________________________________________
 LG0379  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 LG0379  DYNAMIC HEIGHT  -        351.615 (meters)     1153.59  (feet) COMP
 LG0379  MODELED GRAVITY -    980,169.8   (mgal)                       NAVD 88
 LG0379
 LG0379  VERT ORDER      -  FIRST     CLASS II
 LG0379
 LG0379.The horizontal coordinates were scaled from a map and have
 LG0379.an estimated accuracy of +/- 6 seconds.
 LG0379
 LG0379.The orthometric height was determined by differential leveling and
 LG0379.adjusted by the NATIONAL GEODETIC SURVEY
 LG0379.in May 1993.
 LG0379
 LG0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0379.GEOID18 height accuracy estimate available here.
 LG0379
 LG0379.Click photographs - Photos may exist for this station.
 LG0379
 LG0379.The dynamic height is computed by dividing the NAVD 88
 LG0379.geopotential number by the normal gravity value computed on the
 LG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0379.degrees latitude (g = 980.6199 gals.).
 LG0379
 LG0379.The modeled gravity was interpolated from observed gravity values.
 LG0379
 LG0379;                    North         East    Units  Estimated Accuracy
 LG0379;SPC NE       -   114,950.      777,430.      MT  (+/- 180 meters Scaled)
 LG0379
 LG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL931214(NAD 83)
 LG0379
 LG0379                          SUPERSEDED SURVEY CONTROL
 LG0379
 LG0379  NAVD 88 (06/15/91)  351.778  (m)         1154.13   (f) SUPERSEDED  1 2
 LG0379  NGVD 29 (??/??/92)  351.678  (m)         1153.80   (f) ADJ UNCH    1 2
 LG0379
 LG0379.Superseded values are not recommended for survey control.
 LG0379
 LG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0379.See file dsdata.pdf to determine how the superseded data were derived.
 LG0379
 LG0379_MARKER: DB = BENCH MARK DISK
 LG0379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0379_SP_SET: BRIDGE PIER
 LG0379_STAMPING: H 80 1935
 LG0379_MARK LOGO: CGS
 LG0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0379+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 LG0379
 LG0379  HISTORY     - Date     Condition        Report By
 LG0379  HISTORY     - 1935     MONUMENTED       CGS
 LG0379  HISTORY     - 1939     GOOD             CGS
 LG0379  HISTORY     - 1990     GOOD             USPSQD
 LG0379  HISTORY     - 19920519 GOOD             NGS
 LG0379  HISTORY     - 19930513 GOOD             NGS
 LG0379
 LG0379                          STATION DESCRIPTION
 LG0379
 LG0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0379'1 MI E FROM LINCOLN.
 LG0379'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0379'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 43 YARDS
 LG0379'SOUTHEAST OF MILEPOST 59, AT THE TENTH STREET OVERPASS, IN THE
 LG0379'FOUNDATION OF THE SOUTHEAST PIER, 45 FEET NORTH OF THE NORTHWEST
 LG0379'CORNER OF AN IRON FENCE AROUND A JUNKYARD, 42 FEET SOUTH OF THE
 LG0379'CENTERLINE OF THE EAST-BOUND MAIN TRACK, AND ABOUT 3 FEET HIGHER
 LG0379'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 80 1935.
 LG0379
 LG0379                          STATION RECOVERY (1990)
 LG0379
 LG0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0379'RECOVERED IN GOOD CONDITION.
 LG0379
 LG0379                          STATION RECOVERY (1992)
 LG0379
 LG0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0379'IN LINCOLN, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0379'AND NORTH 10TH STREET, IN THE CONCRETE BASE FOR THE SOUTHEAST PIER OF
 LG0379'THE STREET OVERPASS OF THE RAILROAD, 12.2 M (40.0 FT) SOUTH OF THE
 LG0379'NEAR RAIL OF THE MAIN TRACK, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 LG0379'THE TRACK.
 LG0379
 LG0379                          STATION RECOVERY (1993)
 LG0379
 LG0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LG0379'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WAS RELOCATED DUE TO THE
 LG0379'BRIDGE BEING REPLACED.  SEE H 80 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7420 ***********************************************************************
 AA7420  DESIGNATION -  H 80 RESET
 AA7420  PID         -  AA7420
 AA7420  STATE/COUNTY-  NE/LANCASTER
 AA7420  COUNTRY     -  US
 AA7420  USGS QUAD   -  LINCOLN (2017)
 AA7420
 AA7420                         *CURRENT SURVEY CONTROL
 AA7420  ______________________________________________________________________
 AA7420* NAD 83(1986) POSITION- 40 49 22.62   (N) 096 42 24.78   (W)   HD_HELD1
 AA7420* NAVD 88 ORTHO HEIGHT -   352.60  (+/-2cm)     1156.8   (feet) VERTCON
 AA7420  ______________________________________________________________________
 AA7420  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 AA7420  VERT ORDER      -  THIRD (See Below)
 AA7420
 AA7420.The horizontal coordinates were determined by differentially corrected
 AA7420.hand held GPS observations or other comparable positioning techniques
 AA7420.and have an estimated accuracy of +/- 3 meters.
 AA7420
 AA7420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7420
 AA7420.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7420.GEOID18 height accuracy estimate available here.
 AA7420
 AA7420.The vertical order pertains to the NGVD 29 superseded value.
 AA7420
 AA7420.Click photographs - Photos may exist for this station.
 AA7420
 AA7420;                    North         East    Units  Estimated Accuracy
 AA7420;SPC NE       -   115,163.4     777,664.6     MT  (+/- 3 meters HH1 GPS) 
 AA7420
 AA7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9337721633(NAD 83)
 AA7420
 AA7420                          SUPERSEDED SURVEY CONTROL
 AA7420
 AA7420  NGVD 29 (01/31/13)  352.50   (m)         1156.5    (f) RESET       3  
 AA7420
 AA7420.Superseded values are not recommended for survey control.
 AA7420
 AA7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7420.See file dsdata.pdf to determine how the superseded data were derived.
 AA7420
 AA7420_MARKER: DV = VERTICAL CONTROL DISK
 AA7420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7420_SP_SET: BRIDGE PIER
 AA7420_STAMPING: H 80 RESET 1993
 AA7420_MARK LOGO: NGS
 AA7420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7420+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2009
 AA7420
 AA7420  HISTORY     - Date     Condition        Report By
 AA7420  HISTORY     - 1993     MONUMENTED       NGS
 AA7420  HISTORY     - 20050414 GOOD             GEOCAC
 AA7420  HISTORY     - 20090327 GOOD             NEDR
 AA7420
 AA7420                          STATION DESCRIPTION
 AA7420
 AA7420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7420'THE MARK IS IN LINCOLN, ABOUT 175 M (574.1 FT) NORTH FROM THE
 AA7420'NORTHWEST CORNER OF THE UNIVERSITY OF NEBRASKA STADIUM, AT THE NORTH
 AA7420'10TH STREET OVERPASS OVER THE BURLINGTON NORTHERN RAILROAD TRACKS AND
 AA7420'SET VERTICALLY INTO THE FIRST PIER SOUTH OF THE TRACKS FOR A
 AA7420'PEDESTRIAN WALK BRIDGE OVER THE TRACKS, WHICH IS JUST EAST OF THE
 AA7420'STREET OVERPASS BRIDGE. THE MARK IS 26.2 M (86.0 FT) EAST OF, AND
 AA7420'BELOW, THE CENTERLINE OF 10TH STREET, 14.32 M (46.98 FT) SOUTH FROM
 AA7420'THE SOUTH RAIL OF THE MAIN TRACK AND IS IN THE WEST FACE OF PIER
 AA7420'NUMBER 2 OF THE PEDESTRIAN OVERPASS, 1.5 M (4.9 FT) ABOVE THE GROUND
 AA7420'SURFACE.
 AA7420
 AA7420                          STATION RECOVERY (2005)
 AA7420
 AA7420'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AA7420'ONGOING CONSTRUCTION AT MEMORIAL STADIUM WILL LIKELY CHANGE THE
 AA7420'DISTANCE FROM THE NW CORNER OF THE STADIUM.
 AA7420
 AA7420                          STATION RECOVERY (2009)
 AA7420
 AA7420'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (AB)
 AA7420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1407 ***********************************************************************
 LG1407  DESIGNATION -  H 82 RESET
 LG1407  PID         -  LG1407
 LG1407  STATE/COUNTY-  NE/LANCASTER
 LG1407  COUNTRY     -  US
 LG1407  USGS QUAD   -  DAVEY (2017)
 LG1407
 LG1407                         *CURRENT SURVEY CONTROL
 LG1407  ______________________________________________________________________
 LG1407* NAD 83(1986) POSITION- 40 56 31.     (N) 096 40 21.     (W)   SCALED
 LG1407* NAVD 88 ORTHO HEIGHT -   368.45  (meters)     1208.8   (feet) RESET
 LG1407  ______________________________________________________________________
 LG1407  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 LG1407  VERT ORDER      -  THIRD
 LG1407
 LG1407.The horizontal coordinates were scaled from a map and have
 LG1407.an estimated accuracy of +/- 6 seconds.
 LG1407
 LG1407.The orthometric height was computed from unverified reset data.
 LG1407
 LG1407.No vertical observational check was made to the station.
 LG1407
 LG1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1407.GEOID18 height accuracy estimate available here.
 LG1407
 LG1407.Click photographs - Photos may exist for this station.
 LG1407
 LG1407;                    North         East    Units  Estimated Accuracy
 LG1407;SPC NE       -   128,480.      780,050.      MT  (+/- 180 meters Scaled)
 LG1407
 LG1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL959349(NAD 83)
 LG1407
 LG1407                          SUPERSEDED SURVEY CONTROL
 LG1407
 LG1407  NGVD 29 (01/31/13)  368.34   (m)         1208.5    (f) RESET       3  
 LG1407
 LG1407.Superseded values are not recommended for survey control.
 LG1407
 LG1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1407.See file dsdata.pdf to determine how the superseded data were derived.
 LG1407
 LG1407_MARKER: DV = VERTICAL CONTROL DISK
 LG1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1407_STAMPING: H 82 RESET 1984
 LG1407_MARK LOGO: NGS
 LG1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1407+STABILITY: SURFACE MOTION
 LG1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1407+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1407
 LG1407  HISTORY     - Date     Condition        Report By
 LG1407  HISTORY     - 1984     MONUMENTED       NGS
 LG1407  HISTORY     - 2002     GOOD             NEDR
 LG1407
 LG1407                          STATION DESCRIPTION
 LG1407
 LG1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1407'0.24 KM (0.15 MI) NORTH ALONG 2ND STREET FROM THE POST OFFICE IN
 LG1407'DAVEY, THENCE 1.13 KM (0.70 MI) LEFT AND WEST ALONG DAVEY ROAD,
 LG1407'THENCE 4.83 KM (3.00 MI) LEFT AND SOUTH ALONG NORTH 27TH STREET,
 LG1407'THENCE 0.80 KM (0.50 MI) LEFT AND EAST ALONG MILL ROAD TO THE MARK ON
 LG1407'THE LEFT, IN THE SE CORNER OF THE SW 1/4, SEC 6, T 11N, R73, 12.2 M
 LG1407'(40.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.82 M (2.69 FT)
 LG1407'NORTHWEST FROM A POWERLINE POLE, 0.46 M (1.51 FT) WEST FROM A FENCE
 LG1407'CORNER POST.  MARK MAY ALSO BE REACHED FROM THE JUNCTION OF
 LG1407'INTERSTATE HIGHWAY 80 AND US HIGHWAY 77, NORTHEAST OF LINCOLN, BY
 LG1407'GOING 5.23 KM (3.25 MI) NORTH ALONG HIGHWAY 77, THENCE 2.41 KM (1.50
 LG1407'MI) LEFT AND WEST ALONG MILL ROAD.
 LG1407
 LG1407                          STATION RECOVERY (2002)
 LG1407
 LG1407'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1407'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0497 ***********************************************************************
 LG0497  DESIGNATION -  H 83
 LG0497  PID         -  LG0497
 LG0497  STATE/COUNTY-  NE/SEWARD
 LG0497  COUNTRY     -  US
 LG0497  USGS QUAD   -  GOEHNER (2017)
 LG0497
 LG0497                         *CURRENT SURVEY CONTROL
 LG0497  ______________________________________________________________________
 LG0497* NAD 83(1986) POSITION- 40 51 30.     (N) 097 10 30.     (W)   SCALED
 LG0497* NAVD 88 ORTHO HEIGHT -   466.920 (meters)     1531.89  (feet) ADJUSTED
 LG0497  ______________________________________________________________________
 LG0497  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 LG0497  DYNAMIC HEIGHT  -        466.672 (meters)     1531.07  (feet) COMP
 LG0497  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LG0497
 LG0497  VERT ORDER      -  SECOND    CLASS 0
 LG0497
 LG0497.The horizontal coordinates were scaled from a map and have
 LG0497.an estimated accuracy of +/- 6 seconds.
 LG0497
 LG0497.The orthometric height was determined by differential leveling and
 LG0497.adjusted by the NATIONAL GEODETIC SURVEY
 LG0497.in June 1991.
 LG0497
 LG0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0497.GEOID18 height accuracy estimate available here.
 LG0497
 LG0497.Click photographs - Photos may exist for this station.
 LG0497
 LG0497.The dynamic height is computed by dividing the NAVD 88
 LG0497.geopotential number by the normal gravity value computed on the
 LG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0497.degrees latitude (g = 980.6199 gals.).
 LG0497
 LG0497.The modeled gravity was interpolated from observed gravity values.
 LG0497
 LG0497;                    North         East    Units  Estimated Accuracy
 LG0497;SPC NE       -   117,690.      738,080.      MT  (+/- 180 meters Scaled)
 LG0497
 LG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL538246(NAD 83)
 LG0497
 LG0497                          SUPERSEDED SURVEY CONTROL
 LG0497
 LG0497  NGVD 29 (??/??/92)  466.737  (m)         1531.29   (f) ADJ UNCH    2 0
 LG0497
 LG0497.Superseded values are not recommended for survey control.
 LG0497
 LG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0497.See file dsdata.pdf to determine how the superseded data were derived.
 LG0497
 LG0497_MARKER: DB = BENCH MARK DISK
 LG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0497_STAMPING: H 83 1935
 LG0497_MARK LOGO: CGS
 LG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0497+STABILITY: SURFACE MOTION
 LG0497
 LG0497  HISTORY     - Date     Condition        Report By
 LG0497  HISTORY     - 1935     MONUMENTED       CGS
 LG0497  HISTORY     - 1963     GOOD             USGS
 LG0497
 LG0497                          STATION DESCRIPTION
 LG0497
 LG0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0497'3 MI NE FROM GOEHNER.
 LG0497'3.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0497'FROM THE STATION AT GOEHNER, SEWARD COUNTY, 0.2 MILE NORTHEAST
 LG0497'OF MILEPOST C 44, 58.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0497'AND 3.4 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0497'H 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0497
 LG0497                          STATION RECOVERY (1963)
 LG0497
 LG0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1623 ***********************************************************************
 MK1623  DESIGNATION -  H 84
 MK1623  PID         -  MK1623
 MK1623  STATE/COUNTY-  NE/BOONE
 MK1623  COUNTRY     -  US
 MK1623  USGS QUAD   -  ALBION EAST (2017)
 MK1623
 MK1623                         *CURRENT SURVEY CONTROL
 MK1623  ______________________________________________________________________
 MK1623* NAD 83(1986) POSITION- 41 41 06.     (N) 097 55 33.     (W)   SCALED
 MK1623* NAVD 88 ORTHO HEIGHT -   551.919 (meters)     1810.75  (feet) ADJUSTED
 MK1623  ______________________________________________________________________
 MK1623  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 MK1623  DYNAMIC HEIGHT  -        551.682 (meters)     1809.98  (feet) COMP
 MK1623  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 MK1623
 MK1623  VERT ORDER      -  SECOND    CLASS 0
 MK1623
 MK1623.The horizontal coordinates were scaled from a map and have
 MK1623.an estimated accuracy of +/- 6 seconds.
 MK1623
 MK1623.The orthometric height was determined by differential leveling and
 MK1623.adjusted by the NATIONAL GEODETIC SURVEY
 MK1623.in June 1991.
 MK1623
 MK1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1623.GEOID18 height accuracy estimate available here.
 MK1623
 MK1623.Click photographs - Photos may exist for this station.
 MK1623
 MK1623.The dynamic height is computed by dividing the NAVD 88
 MK1623.geopotential number by the normal gravity value computed on the
 MK1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1623.degrees latitude (g = 980.6199 gals.).
 MK1623
 MK1623.The modeled gravity was interpolated from observed gravity values.
 MK1623
 MK1623;                    North         East    Units  Estimated Accuracy
 MK1623;SPC NE       -   207,650.      672,620.      MT  (+/- 180 meters Scaled)
 MK1623
 MK1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM893153(NAD 83)
 MK1623
 MK1623                          SUPERSEDED SURVEY CONTROL
 MK1623
 MK1623  NGVD 29 (??/??/92)  551.710  (m)         1810.07   (f) ADJ UNCH    2 0
 MK1623
 MK1623.Superseded values are not recommended for survey control.
 MK1623
 MK1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1623.See file dsdata.pdf to determine how the superseded data were derived.
 MK1623
 MK1623_MARKER: DB = BENCH MARK DISK
 MK1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1623_STAMPING: H 84 1935
 MK1623_MARK LOGO: CGS
 MK1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1623+STABILITY: SURFACE MOTION
 MK1623
 MK1623  HISTORY     - Date     Condition        Report By
 MK1623  HISTORY     - 1935     MONUMENTED       CGS
 MK1623
 MK1623                          STATION DESCRIPTION
 MK1623
 MK1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1623'0.9 MI SW FROM BRADISH.
 MK1623'0.9 MILES SOUTHWEST OF BRADISH.  ALONG THE CHICAGO AND NORTH
 MK1623'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, ABOUT 0.3 MILES
 MK1623'SOUTHWEST OF FARM HOUSE, 98 FEET EAST OF CULVERT NO. D-177,
 MK1623'49.7 FEET SOUTH OF THE SOUTH RAIL, 3.2 FEET NORTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0249 ***********************************************************************
 ML0249  DESIGNATION -  H 86
 ML0249  PID         -  ML0249
 ML0249  STATE/COUNTY-  NE/NANCE
 ML0249  COUNTRY     -  US
 ML0249  USGS QUAD   -  BELGRADE (2017)
 ML0249
 ML0249                         *CURRENT SURVEY CONTROL
 ML0249  ______________________________________________________________________
 ML0249* NAD 83(1986) POSITION- 41 26 29.     (N) 098 03 39.     (W)   SCALED
 ML0249* NAVD 88 ORTHO HEIGHT -   518.508 (meters)     1701.14  (feet) ADJUSTED
 ML0249  ______________________________________________________________________
 ML0249  GEOID HEIGHT    -        -24.775 (meters)                     GEOID18
 ML0249  DYNAMIC HEIGHT  -        518.263 (meters)     1700.33  (feet) COMP
 ML0249  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 ML0249
 ML0249  VERT ORDER      -  SECOND    CLASS 0
 ML0249
 ML0249.The horizontal coordinates were scaled from a map and have
 ML0249.an estimated accuracy of +/- 6 seconds.
 ML0249
 ML0249.The orthometric height was determined by differential leveling and
 ML0249.adjusted by the NATIONAL GEODETIC SURVEY
 ML0249.in June 1991.
 ML0249
 ML0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0249.GEOID18 height accuracy estimate available here.
 ML0249
 ML0249.Click photographs - Photos may exist for this station.
 ML0249
 ML0249.The dynamic height is computed by dividing the NAVD 88
 ML0249.geopotential number by the normal gravity value computed on the
 ML0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0249.degrees latitude (g = 980.6199 gals.).
 ML0249
 ML0249.The modeled gravity was interpolated from observed gravity values.
 ML0249
 ML0249;                    North         East    Units  Estimated Accuracy
 ML0249;SPC NE       -   180,350.      661,990.      MT  (+/- 180 meters Scaled)
 ML0249
 ML0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL784881(NAD 83)
 ML0249
 ML0249                          SUPERSEDED SURVEY CONTROL
 ML0249
 ML0249  NGVD 29 (??/??/92)  518.282  (m)         1700.40   (f) ADJ UNCH    2 0
 ML0249
 ML0249.Superseded values are not recommended for survey control.
 ML0249
 ML0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0249.See file dsdata.pdf to determine how the superseded data were derived.
 ML0249
 ML0249_MARKER: DB = BENCH MARK DISK
 ML0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0249_STAMPING: H-86-1935
 ML0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0249+STABILITY: SURFACE MOTION
 ML0249
 ML0249  HISTORY     - Date     Condition        Report By
 ML0249  HISTORY     - 1935     MONUMENTED       CGS
 ML0249  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0249
 ML0249                          STATION DESCRIPTION
 ML0249
 ML0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0249'2.4 MI S FROM BELGRADE.
 ML0249'2.4 MILES SOUTH OF BELGRADE.  ALONG THE UNION PACIFIC RAILWAY
 ML0249'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, WHERE STATE HIGHWAY NO.
 ML0249'52 CROSSES THE TRACKS, ABOUT 273 FEET SOUTHWEST OF RAILROAD
 ML0249'CROSSING, 48.4 FEET WEST OF THE WEST RAIL, 3.4 FEET WEST OF
 ML0249'FENCE.
 ML0249
 ML0249                          STATION RECOVERY (1954)
 ML0249
 ML0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0105 ***********************************************************************
 LG0105  DESIGNATION -  H 88
 LG0105  PID         -  LG0105
 LG0105  STATE/COUNTY-  NE/CASS
 LG0105  COUNTRY     -  US
 LG0105  USGS QUAD   -  AVOCA (2017)
 LG0105
 LG0105                         *CURRENT SURVEY CONTROL
 LG0105  ______________________________________________________________________
 LG0105* NAD 83(1986) POSITION- 40 51 31.     (N) 096 04 48.     (W)   SCALED
 LG0105* NAVD 88 ORTHO HEIGHT -   318.184 (meters)     1043.91  (feet) ADJUSTED
 LG0105  ______________________________________________________________________
 LG0105  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 LG0105  DYNAMIC HEIGHT  -        318.047 (meters)     1043.46  (feet) COMP
 LG0105  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 LG0105
 LG0105  VERT ORDER      -  SECOND    CLASS 0
 LG0105
 LG0105.The horizontal coordinates were scaled from a map and have
 LG0105.an estimated accuracy of +/- 6 seconds.
 LG0105
 LG0105.The orthometric height was determined by differential leveling and
 LG0105.adjusted by the NATIONAL GEODETIC SURVEY
 LG0105.in June 1991.
 LG0105
 LG0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0105.GEOID18 height accuracy estimate available here.
 LG0105
 LG0105.Click photographs - Photos may exist for this station.
 LG0105
 LG0105.The dynamic height is computed by dividing the NAVD 88
 LG0105.geopotential number by the normal gravity value computed on the
 LG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0105.degrees latitude (g = 980.6199 gals.).
 LG0105
 LG0105.The modeled gravity was interpolated from observed gravity values.
 LG0105
 LG0105;                    North         East    Units  Estimated Accuracy
 LG0105;SPC NE       -   121,320.      830,310.      MT  (+/- 180 meters Scaled)
 LG0105
 LG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL461271(NAD 83)
 LG0105
 LG0105                          SUPERSEDED SURVEY CONTROL
 LG0105
 LG0105  NGVD 29 (??/??/92)  318.093  (m)         1043.61   (f) ADJ UNCH    2 0
 LG0105
 LG0105.Superseded values are not recommended for survey control.
 LG0105
 LG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0105.See file dsdata.pdf to determine how the superseded data were derived.
 LG0105
 LG0105_MARKER: DB = BENCH MARK DISK
 LG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0105_STAMPING: H 88 1935
 LG0105_MARK LOGO: CGS
 LG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0105+STABILITY: SURFACE MOTION
 LG0105
 LG0105  HISTORY     - Date     Condition        Report By
 LG0105  HISTORY     - 1935     MONUMENTED       CGS
 LG0105  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0105
 LG0105                          STATION DESCRIPTION
 LG0105
 LG0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0105'4 MI E FROM WEEPING WATER.
 LG0105'4.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0105'STATION AT WEEPING WATER, CASS COUNTY, 0.3 MILE WEST OF A
 LG0105'FARMHOUSE, 78.5 FEET SOUTH OF MILEPOST 457, 39.8 FEET SOUTH OF
 LG0105'THE SOUTH RAIL, AND 15.4 FEET NORTH OF A FENCE.  A STANDARD
 LG0105'DISK, STAMPED H 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0105'NOTE-- THERE IS NOW A LARGE DITCH PARALLELING THE TRACK ON THE
 LG0105'SOUTH SIDE, OPPOSITE MILEPOST 457.
 LG0105
 LG0105                          STATION RECOVERY (1964)
 LG0105
 LG0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0483 ***********************************************************************
 MM0483  DESIGNATION -  HACK
 MM0483  PID         -  MM0483
 MM0483  STATE/COUNTY-  NE/GRANT
 MM0483  COUNTRY     -  US
 MM0483  USGS QUAD   -  MIDDLE VALLEY (2017)
 MM0483
 MM0483                         *CURRENT SURVEY CONTROL
 MM0483  ______________________________________________________________________
 MM0483* NAD 83(1995) POSITION- 41 48 15.32565(N) 101 34 13.09749(W)   ADJUSTED
 MM0483* NAVD 88 ORTHO HEIGHT -  1189.    (meters)     3901.    (feet) SCALED
 MM0483  ______________________________________________________________________
 MM0483  GEOID HEIGHT    -        -19.883 (meters)                     GEOID18
 MM0483  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 MM0483  HORZ ORDER      -  SECOND
 MM0483
 MM0483.The horizontal coordinates were established by classical geodetic methods
 MM0483.and adjusted by the National Geodetic Survey in August 1997.
 MM0483
 MM0483.The orthometric height was scaled from a topographic map.
 MM0483
 MM0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0483.GEOID18 height accuracy estimate available here.
 MM0483
 MM0483.Click photographs - Photos may exist for this station.
 MM0483
 MM0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0483
 MM0483. The following values were computed from the NAD 83(1995) position.
 MM0483
 MM0483;                    North         East     Units Scale Factor Converg.
 MM0483;SPC NE       -   220,008.126   369,551.051   MT  0.99967212   -1 02 26.3
 MM0483;SPC NE       -   721,809.99  1,212,435.41   sFT  0.99967212   -1 02 26.3
 MM0483;UTM  14      - 4,631,237.192   286,474.243   MT  1.00016108   -1 42 50.3
 MM0483
 MM0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0483!SPC NE       -   0.99981659  x   0.99967212  =   0.99948877
 MM0483!UTM  14      -   0.99981659  x   1.00016108  =   0.99997764
 MM0483
 MM0483:                Primary Azimuth Mark                     Grid Az
 MM0483:SPC NE       -  HACK AZ MK                               331 51 49.2
 MM0483:UTM  14      -  HACK AZ MK                               332 32 13.2
 MM0483
 MM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8647431237(NAD 83)
 MM0483
 MM0483|---------------------------------------------------------------------|
 MM0483| PID    Reference Object                     Distance      Geod. Az  |
 MM0483|                                                           dddmmss.s |
 MM0483| CP8155 HACK RM 1                            13.843 METERS 04339     |
 MM0483| CP8156 HACK RM 2                            15.754 METERS 15806     |
 MM0483| CP8154 HACK AZ MK                                         3304922.9 |
 MM0483|---------------------------------------------------------------------|
 MM0483
 MM0483                          SUPERSEDED SURVEY CONTROL
 MM0483
 MM0483  NAD 83(1986)-  41 48 15.32540(N)    101 34 13.10188(W) AD(       ) 2
 MM0483  NAD 27      -  41 48 15.36800(N)    101 34 11.47700(W) AD(       ) 2
 MM0483
 MM0483.Superseded values are not recommended for survey control.
 MM0483
 MM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0483.See file dsdata.pdf to determine how the superseded data were derived.
 MM0483
 MM0483_MARKER: DS = TRIANGULATION STATION DISK
 MM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0483_STAMPING: HACK 1946
 MM0483_MARK LOGO: CGS
 MM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0483+STABILITY: SURFACE MOTION
 MM0483
 MM0483  HISTORY     - Date     Condition        Report By
 MM0483  HISTORY     - 1946     MONUMENTED       CGS
 MM0483
 MM0483                          STATION DESCRIPTION
 MM0483
 MM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0483'LOCATED ABOUT 17 MILES, AIRLINE, SOUTHEAST OF HYANNIS, ON A
 MM0483'PROMINENT GRASS-COVERED SAND HILL.  IT IS 10 FEET NORTHEAST
 MM0483'OF A 4-INCH SQUARE, WOODEN WITNESS POST PROJECTING 3 FEET.
 MM0483'IT IS STAMPED HACK 1946 AND PROJECTS 1 FOOT.
 MM0483'
 MM0483'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 MM0483'AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED HACK
 MM0483'NO 1 1946 AND PROJECTS 10 INCHES.
 MM0483'
 MM0483'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 MM0483'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED HACK NO. 2
 MM0483'1946 AND PROJECTS 10 INCHES.
 MM0483'
 MM0483'AZIMUTH MARK IS 0.05 MILE EAST OF A TRACK ROAD AND 210 FEET SOUTH
 MM0483'OF A WINDMILL AND STOCK TANK.  IT IS STAMPED HACK 1946 AND
 MM0483'PROJECTS 8 INCHES.
 MM0483'
 MM0483'REACHED FROM THE BANK IN HYANNIS--GO EAST ON STATE HIGHWAY 2
 MM0483'FOR 1.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 3.9
 MM0483'MILES TO A FORK.  TAKE RIGHT FORK AND GO 3.15 MILES TO A NARROW
 MM0483'FORK.  TAKE RIGHT FORK AND GO 6.9 MILES TO A FORK.  TAKE LEFT
 MM0483'FORK AND GO 0.55 MILE TO A FORK.  TAKE LEFT FORK AND GO 3.60
 MM0483'MILES TO A RANCH.  JUST AFTER PASSING THE BIG, WHITE BARN ON THE
 MM0483'RIGHT, TURN RIGHT AND FOLLOW ROAD SOUTH ACROSS VALLEY FOR 0.9
 MM0483'MILE TO A DIM FORK.  TAKE RIGHT FORK AND GO 0.75 MILE
 MM0483'SOUTHERLY OVER A RIDGE TO A FORK.  TAKE RIGHT FORK AND GO 0.4
 MM0483'MILE TO A CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND GO
 MM0483'0.1 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.45 MILE TO A
 MM0483'FORK.  TAKE RIGHT FORK AND GO 0.15 MILE TO A WIRE GATE, ABOUT
 MM0483'0.2 MILE BEFORE REACHING A SMALL RANCH.  PASS THROUGH GATE
 MM0483'AND CONTINUE ON TRACK ROAD FOR 3.00 MILES TO A FORK.
 MM0483'TAKE LEFT FORK AND GO 1.6 MILES TO A GATE IN A FENCE CORNER*.
 MM0483'PASS THROUGH GATE AND GO 1.0 MILE, SOUTHEASTERLY, TO THE
 MM0483'HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 MM0483'
 MM0483'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON TRACK
 MM0483'ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 MM0483'CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A REVERSE Y JUST BEFORE
 MM0483'REACHING A FENCE LINE.  TURN SHARP LEFT ON DIM TRACK ROAD AND
 MM0483'GO 0.5 MILE.  HERE, TURN RIGHT AND GO 0.05 MILE TO THE WINDMILL
 MM0483'AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0440 ***********************************************************************
 MM0440  DESIGNATION -  HACKBERRY
 MM0440  PID         -  MM0440
 MM0440  STATE/COUNTY-  NE/HOOKER
 MM0440  COUNTRY     -  US
 MM0440  USGS QUAD   -  SHIMMINS LAKE SE (2017)
 MM0440
 MM0440                         *CURRENT SURVEY CONTROL
 MM0440  ______________________________________________________________________
 MM0440* NAD 83(1995) POSITION- 41 52 16.06539(N) 100 52 26.09134(W)   ADJUSTED
 MM0440* NAVD 88 ORTHO HEIGHT -  1060.6   (meters)     3480.    (feet) VERTCON
 MM0440  ______________________________________________________________________
 MM0440  GEOID HEIGHT    -        -21.122 (meters)                     GEOID18
 MM0440  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 MM0440  HORZ ORDER      -  FIRST
 MM0440
 MM0440.The horizontal coordinates were established by classical geodetic methods
 MM0440.and adjusted by the National Geodetic Survey in August 1997.
 MM0440
 MM0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0440
 MM0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0440.GEOID18 height accuracy estimate available here.
 MM0440
 MM0440.Click photographs - Photos may exist for this station.
 MM0440
 MM0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0440
 MM0440. The following values were computed from the NAD 83(1995) position.
 MM0440
 MM0440;                    North         East     Units Scale Factor Converg.
 MM0440;SPC NE       -   226,615.085   427,474.165   MT  0.99967887   -0 34 44.9
 MM0440;SPC NE       -   743,486.32  1,402,471.49   sFT  0.99967887   -0 34 44.9
 MM0440;UTM  14      - 4,637,165.706   344,491.066   MT  0.99989758   -1 15 03.6
 MM0440
 MM0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0440!SPC NE       -   0.99983699  x   0.99967887  =   0.99951591
 MM0440!UTM  14      -   0.99983699  x   0.99989758  =   0.99973458
 MM0440
 MM0440:                Primary Azimuth Mark                     Grid Az
 MM0440:SPC NE       -  HACKBERRY RM 2 AZIMUTH                   110 28 19.5
 MM0440:UTM  14      -  HACKBERRY RM 2 AZIMUTH                   111 08 38.2
 MM0440
 MM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4449137165(NAD 83)
 MM0440
 MM0440|---------------------------------------------------------------------|
 MM0440| PID    Reference Object                     Distance      Geod. Az  |
 MM0440|                                                           dddmmss.s |
 MM0440| CN8686 HACKBERRY RM 1                       22.052 METERS 07902     |
 MM0440| CN8687 HACKBERRY RM 2 AZIMUTH                             1095334.6 |
 MM0440| CN8688 HACKBERRY RM 3                       55.779 METERS 33425     |
 MM0440|---------------------------------------------------------------------|
 MM0440
 MM0440                          SUPERSEDED SURVEY CONTROL
 MM0440
 MM0440  NAD 83(1986)-  41 52 16.06630(N)    100 52 26.09827(W) AD(       ) 1
 MM0440  NAD 27      -  41 52 16.08100(N)    100 52 24.55300(W) AD(       ) 1
 MM0440  NGVD 29 (07/19/86) 1060.3    (m)         3479.     (f) VERT ANG       
 MM0440
 MM0440.Superseded values are not recommended for survey control.
 MM0440
 MM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0440.See file dsdata.pdf to determine how the superseded data were derived.
 MM0440
 MM0440_MARKER: DS = TRIANGULATION STATION DISK
 MM0440_SETTING: 0 = UNSPECIFIED SETTING
 MM0440
 MM0440  HISTORY     - Date     Condition        Report By
 MM0440  HISTORY     - 1933     MONUMENTED       CGS
 MM0440
 MM0440                          STATION DESCRIPTION
 MM0440
 MM0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WTP)
 MM0440'STATION IS ON SUMMIT OF SHARP RIDGE FORMING PEAK OF VERY UNSTABLE
 MM0440'SAND HILL, ABOUT 55 YARDS NORTH OF EAST-AND-WEST FENCE, IN
 MM0440'SOUTH EDGE OF SEC. 14, T. 22 N., R. 31 W., ON LAND SAID TO
 MM0440'BELONG TO BILLS AND KLINE OF GRAND ISLAND.  STATION IS A CAST-IRON
 MM0440'PIPE FILLED WITH CONCRETE WITH BRONZE PLATE IN TOP.  REFERENCE
 MM0440'MARK NO. 1 IS SOUTHEAST OF STATION.  IT IS A CAST-IRON PIPE.
 MM0440'
 MM0440'REFERENCE MARK NO. 3 IS NORTH OF STATION.  IT IS A CAST-IRON
 MM0440'PIPE.
 MM0440'
 MM0440'AZIMUTH MARK (R.M. NO. 2) IS A CONCRETE MARK WITH STANDARD
 MM0440'BRONZE PLATE AND IS EAST-SOUTHEAST OF STATION.  IT IS ON LEFT
 MM0440'SIDE OF ROAD GOING TO STATION.
 MM0440'
 MM0440'STATION IS REACHED FROM MULLEN BY GOING EAST ON HIGHWAY TO
 MM0440'SENECA.  GO SOUTH ON MAIN ROAD 12.3 MILES TO FORK.  TURN
 MM0440'RIGHT 1.05 MILE AND TAKE RIGHT FORK.  GO 1.6 MILES TO FENCE.
 MM0440'LEAVE CAR AND GO IN A NORTHWESTERLY DIRECTION ABOUT 1 MILE TO
 MM0440'HIGHEST POINT AND STATION.
 MM0440'
 MM0440'HEIGHT OF LIGHT ABOVE STATION MARK - 0.6 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0420 ***********************************************************************
 NO0420  DESIGNATION -  HACKBERRY
 NO0420  PID         -  NO0420
 NO0420  STATE/COUNTY-  NE/CHERRY
 NO0420  COUNTRY     -  US
 NO0420  USGS QUAD   -  BROWNLEE (2017)
 NO0420
 NO0420                         *CURRENT SURVEY CONTROL
 NO0420  ______________________________________________________________________
 NO0420* NAD 83(1995) POSITION- 42 16 12.76237(N) 100 34 23.34706(W)   ADJUSTED
 NO0420* NAVD 88 ORTHO HEIGHT -  1219.    (meters)     3999.    (feet) SCALED
 NO0420  ______________________________________________________________________
 NO0420  GEOID HEIGHT    -        -21.538 (meters)                     GEOID18
 NO0420  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 NO0420  HORZ ORDER      -  FIRST
 NO0420
 NO0420.The horizontal coordinates were established by classical geodetic methods
 NO0420.and adjusted by the National Geodetic Survey in August 1997.
 NO0420
 NO0420.The orthometric height was scaled from a topographic map.
 NO0420
 NO0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0420.GEOID18 height accuracy estimate available here.
 NO0420
 NO0420.Click photographs - Photos may exist for this station.
 NO0420
 NO0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0420
 NO0420. The following values were computed from the NAD 83(1995) position.
 NO0420
 NO0420;                    North         East     Units Scale Factor Converg.
 NO0420;SPC NE       -   270,720.288   452,727.632   MT  0.99974757   -0 22 47.4
 NO0420;SPC NE       -   888,188.14  1,485,323.91   sFT  0.99974757   -0 22 47.4
 NO0420;UTM  14      - 4,680,976.364   370,266.356   MT  0.99980709   -1 03 29.9
 NO0420
 NO0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0420!SPC NE       -   0.99981218  x   0.99974757  =   0.99955980
 NO0420!UTM  14      -   0.99981218  x   0.99980709  =   0.99961931
 NO0420
 NO0420:                Primary Azimuth Mark                     Grid Az
 NO0420:SPC NE       -  HACKBERRY AZ MK                          058 22 56.0
 NO0420:UTM  14      -  HACKBERRY AZ MK                          059 03 38.5
 NO0420
 NO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7026680976(NAD 83)
 NO0420
 NO0420|---------------------------------------------------------------------|
 NO0420| PID    Reference Object                     Distance      Geod. Az  |
 NO0420|                                                           dddmmss.s |
 NO0420| CO3200 HACKBERRY AZ MK                                    0580008.6 |
 NO0420| CO3201 HACKBERRY RM 1                        9.451 METERS 32328     |
 NO0420| CO3202 HACKBERRY RM 2                       19.602 METERS 32338     |
 NO0420|---------------------------------------------------------------------|
 NO0420
 NO0420                          SUPERSEDED SURVEY CONTROL
 NO0420
 NO0420  NAD 83(1986)-  42 16 12.76304(N)    100 34 23.35248(W) AD(       ) 1
 NO0420  NAD 27      -  42 16 12.76900(N)    100 34 21.86100(W) AD(       ) 1
 NO0420
 NO0420.Superseded values are not recommended for survey control.
 NO0420
 NO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0420.See file dsdata.pdf to determine how the superseded data were derived.
 NO0420
 NO0420_MARKER: DS = TRIANGULATION STATION DISK
 NO0420_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0420_STAMPING: HACKBERRY 1949
 NO0420_MARK LOGO: CGS
 NO0420_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0420
 NO0420  HISTORY     - Date     Condition        Report By
 NO0420  HISTORY     - 1949     MONUMENTED       CGS
 NO0420
 NO0420                          STATION DESCRIPTION
 NO0420
 NO0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0420'THE STATION IS LOCATED ABOUT 2.5 MILES EAST AND 1.0 MILE SOUTH
 NO0420'OF BROWNLEE, 2.0 MILES WEST OF U.S. HIGHWAY NO. 83, AND 0.2 MILE
 NO0420'SOUTH OF THE NORTH LOUP RIVER.  IT IS ON THE SUMMIT OF A PROMINENT
 NO0420'POINT OF A HIGH SAND HILL, LOCALLY KNOWN AS HACKBERRY POINT.
 NO0420'IT IS IN THE CENTER OF A STRIP OF GRASS LAND THAT IS 10 FEET WIDE
 NO0420'AND RUNS NORTHWEST AND SOUTHEAST BETWEEN TWO LARGE BLOWOUTS.
 NO0420'THE DISK IS CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE THAT
 NO0420'PROJECTS 10 INCHES, AND IS STAMPED, HACKBERRY 1949.
 NO0420'
 NO0420'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE HILL AND
 NO0420'IS ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  THE DISK
 NO0420'IS CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS
 NO0420'4 INCHES.  IT IS STAMPED, HACKBERRY NO 1 1949.
 NO0420'
 NO0420'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL AND IS
 NO0420'ABOUT 10.0 FEET BELOW THE ELEVATION OF THE STATION.  THE DISK
 NO0420'IS CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS
 NO0420'10 INCHES.  IT IS STAMPED, HACKBERRY NO 2 1949.
 NO0420'
 NO0420'AZIMUTH MARK IS 0.3 MILE NORTH OF THE NORTH LOUP RIVER, 0.1
 NO0420'MILE SOUTH OF THE BROWNLEE ROAD, 99.0 FEET WEST OF THE CENTER OF
 NO0420'U.S. HIGHWAY NO. 83, 47.0 FEET NORTH-NORTHWEST OF A WELL PUMP,
 NO0420'AND 1.0 FOOT SOUTH OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE.
 NO0420'IT PROJECTS 2 INCHES AND IS STAMPED, HACKBERRY 1949.
 NO0420'
 NO0420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0420'AND U.S. HIGHWAY NO. 83, 5.5 MILES SOUTHEAST OF VALENTINE, GO
 NO0420'SOUTHWEST AND SOUTH ON U.S. HIGHWAY NO. 83 FOR 37.4 MILES TO THE
 NO0420'BROWNLEE ROAD RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.1
 NO0420'MILE TO A SCHOOL HOUSE AND THE AZIMUTH MARK ON THE RIGHT AS
 NO0420'DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 1.9 MILES TO A RANCH
 NO0420'ROAD RIGHT AND A SIGN, A.P. MILES AND SON, TURN RIGHT ON RANCH
 NO0420'ROAD AND GO 0.9 MILE TO RANCH HOME, GO THROUGH A WIRE GATE,
 NO0420'NORTH OF RANCH HOUSE, INTO A BARN YARD TURN LEFT AND GO WEST 200
 NO0420'FEET TO A GATE AT THE SOUTHWEST CORNER OF A BARN, PASS THROUGH
 NO0420'GATE AND GO WEST ON TRACK ROAD FOR 0.55 MILE TO A WIRE GATE, PASS
 NO0420'THROUGH GATE AND GO WEST-NORTHWEST UP-HILL FOR 0.4 MILE
 NO0420'TO AN EAST-WEST FENCE, GO THROUGH FENCE AND CONTINUE
 NO0420'NORTH-NORTHWEST FOR 0.4 MILE TO THE BASE OF THE HILL AND END
 NO0420'OF TRUCK TRAVEL, PACK UP SOUTH SLOPE OF HILL FOR ABOUT 300
 NO0420'FEET TO THE SUMMIT AND THE STATION.
 NO0420'
 NO0420'A 4 FOOT SIGNAL AT KELLER, LOSH, SHANLEY (USGS) ROBINSON 1933,
 NO0420'BROWNLEE, DANIELS 1933, AND B.M. S 12 (USGS) ARE VISIBLE AT 4
 NO0420'FEET.
 NO0420'
 NO0420'A 100 FOOT SIGNAL AT CHERRY S BASE, CHERRY N BASE, AND REFUGE
 NO0420'ARE VISIBLE AT 4 FEET.
 NO0420'
 NO0420'A 74 FOOT SIGNAL AT HANNA IS VISIBLE AT 4 FEET.
 NO0420'
 NO0420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1747 ***********************************************************************
 NM1747  DESIGNATION -  HAHNE
 NM1747  PID         -  NM1747
 NM1747  STATE/COUNTY-  NE/CEDAR
 NM1747  COUNTRY     -  US
 NM1747  USGS QUAD   -  COLERIDGE (2017)
 NM1747
 NM1747                         *CURRENT SURVEY CONTROL
 NM1747  ______________________________________________________________________
 NM1747* NAD 83(1995) POSITION- 42 35 00.24198(N) 097 09 54.41106(W)   ADJUSTED
 NM1747* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 NM1747  ______________________________________________________________________
 NM1747  GEOID HEIGHT    -        -25.442 (meters)                     GEOID18
 NM1747  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 NM1747  HORZ ORDER      -  FIRST
 NM1747
 NM1747.The horizontal coordinates were established by classical geodetic methods
 NM1747.and adjusted by the National Geodetic Survey in August 1997.
 NM1747
 NM1747.The orthometric height was scaled from a topographic map.
 NM1747
 NM1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1747.GEOID18 height accuracy estimate available here.
 NM1747
 NM1747.Click photographs - Photos may exist for this station.
 NM1747
 NM1747.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1747
 NM1747. The following values were computed from the NAD 83(1995) position.
 NM1747
 NM1747;                    North         East     Units Scale Factor Converg.
 NM1747;SPC NE       -   309,160.040   732,634.968   MT  0.99983574   +1 52 43.2
 NM1747;SPC NE       - 1,014,302.56  2,403,653.22   sFT  0.99983574   +1 52 43.2
 NM1747;UTM  14      - 4,716,185.512   650,567.165   MT  0.99987892   +1 14 30.6
 NM1747
 NM1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1747!SPC NE       -   0.99992915  x   0.99983574  =   0.99976491
 NM1747!UTM  14      -   0.99992915  x   0.99987892  =   0.99980808
 NM1747
 NM1747:                Primary Azimuth Mark                     Grid Az
 NM1747:SPC NE       -  HAHNE AZ MK RESET                        241 18 14.5
 NM1747:UTM  14      -  HAHNE AZ MK RESET                        241 56 27.1
 NM1747
 NM1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5056716185(NAD 83)
 NM1747
 NM1747|---------------------------------------------------------------------|
 NM1747| PID    Reference Object                     Distance      Geod. Az  |
 NM1747|                                                           dddmmss.s |
 NM1747| CO3205 HAHNE RM 1                           53.198 METERS 04639     |
 NM1747| NM1748 COLERIDGE MUNICIPAL TANK            APPROX. 9.4 KM 2023347.6 |
 NM1747| CO3203 HAHNE AZ MK                                        2090549.5 |
 NM1747| CO3204 HAHNE AZ MK RESET                                  2431057.7 |
 NM1747| NM1749 HARTINGTON MUNICIPAL TANK           APPROX. 9.9 KM 2943715.4 |
 NM1747| CO3206 HAHNE RM 2                           58.424 METERS 31346     |
 NM1747|---------------------------------------------------------------------|
 NM1747
 NM1747                          SUPERSEDED SURVEY CONTROL
 NM1747
 NM1747  NAD 83(1986)-  42 35 00.24816(N)    097 09 54.40398(W) AD(       ) 1
 NM1747  NAD 27      -  42 35 00.25000(N)    097 09 53.22100(W) AD(       ) 1
 NM1747
 NM1747.Superseded values are not recommended for survey control.
 NM1747
 NM1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1747.See file dsdata.pdf to determine how the superseded data were derived.
 NM1747
 NM1747_MARKER: DS = TRIANGULATION STATION DISK
 NM1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1747_STAMPING: HAHNE 1935
 NM1747_MARK LOGO: CGS
 NM1747_PROJECTION: RECESSED 36 CENTIMETERS
 NM1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1747+STABILITY: SURFACE MOTION
 NM1747
 NM1747  HISTORY     - Date     Condition        Report By
 NM1747  HISTORY     - 1935     MONUMENTED       CGS
 NM1747  HISTORY     - 1940     GOOD             CGS
 NM1747  HISTORY     - 1956     GOOD             CGS
 NM1747
 NM1747                          STATION DESCRIPTION
 NM1747
 NM1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1747'STATION IS ABOUT 6 MILES SOUTHEAST OF HARTINGTON, 5 MILES
 NM1747'NORTH-NORTHEAST OF COLERIDGE, ON A LARGE FLAT-TOPPED RIDGE,
 NM1747'ON THE SOUTH SIDE OF THE ROAD, IN A CULTIVATED FIELD, IN THE
 NM1747'NORTHWEST QUARTER SEC. 14, T. 30 N., R. 2 E.
 NM1747'
 NM1747'TO REACH FROM COURTHOUSE IN HARTINGTON, GO EAST ON STATE
 NM1747'HIGHWAY 15 FOR 0.75 MILE, THEN RIGHT (SOUTH) 0.5 MILE, THENCE
 NM1747'LEFT (EAST) LEAVING STATE HIGHWAY 15, AND GO 4.0 MILES, TURN
 NM1747'RIGHT (SOUTH) FOR 2.0 MILES, THENCE LEFT (EAST) FOR 0.35 MILE TO
 NM1747'TOP OF RIDGE, AND STATION ON RIGHT (SOUTH).  SURFACE MARK
 NM1747'IS 14 INCHES BELOW SURFACE, 124 FEET SOUTH OF EAST-WEST FENCE
 NM1747'LINE, AND 149 FEET SOUTH OF CENTERLINE OF DIRT ROAD.
 NM1747'
 NM1747'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF EAST-WEST FENCE LINE,
 NM1747'25 FEET SOUTH OF CENTERLINE OF DIRT ROAD, AND PROJECTS 8
 NM1747'INCHES.
 NM1747'
 NM1747'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF EAST-WEST FENCE LINE,
 NM1747'25 FEET SOUTH OF CENTERLINE OF DIRT ROAD, AND PROJECTS 8
 NM1747'INCHES.
 NM1747'
 NM1747'AZIMUTH MARK IS REACHED BY GOING 0.35 MILE WEST, THENCE LEFT
 NM1747'(SOUTH) 0.7 MILE TO MARK ON LEFT (EAST).  MARK IS 25 FEET EAST
 NM1747'OF CENTERLINE OF DIRT ROAD, ON CREST OF RISE FROM 50-FOOT
 NM1747'RAVINE, PROJECTS 8 INCHES.
 NM1747'
 NM1747'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1747
 NM1747                          STATION RECOVERY (1940)
 NM1747
 NM1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1747'STATION RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  ALL MARKS
 NM1747'FOUND IN GOOD CONDITION.  MEASUREMENTS AND DIRECTIONS CHECK.
 NM1747'
 NM1747'DESCRIPTION GOOD AND ADEQUATE.
 NM1747'
 NM1747'THERE IS A WHITE REFERENCE POST 18 FEET SOUTHWEST OF REFERENCE
 NM1747'MARK NO. 2, AND ALSO A WHITE REFERENCE POST 2 FEET NORTH OF
 NM1747'THE AZIMUTH MARK.
 NM1747
 NM1747                          STATION RECOVERY (1956)
 NM1747
 NM1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NM1747'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1747'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK BY CEDAR COUNTY
 NM1747'WILL DESTROY THE AZIMUTH MARK WHICH WAS NOT USED IN MEASURING
 NM1747'ANGLES BECAUSE A SHELTER BELT OF TREES NEAR THE AZIMUTH
 NM1747'MARK WOULD REQUIRE A 15-FOOT TARGET AT THE AZIMUTH MARK
 NM1747'TO SEE IT FROM THE STATION.  THE AZIMUTH MARK WAS MOVED.  A
 NM1747'COMPLETE DESCRIPTION FOLLOWS.
 NM1747'
 NM1747'STATION IS LOCATED ABOUT 5 AND 1/2 MILES EAST-SOUTHEAST
 NM1747'OF HARTINGTON AND 5 MILES NORTH-NORTHEAST OF COLERIDGE ON A
 NM1747'LARGE FLAT-TOPPED RIDGE AND ON THE SOUTH SIDE OF A GRADED
 NM1747'ROAD IN A CULTIVATED FIELD, IN THE NW 1/4 OF SEC. 14, T.
 NM1747'30 N., R. 2 E., 155 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 NM1747'124 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 18 FEET
 NM1747'EAST OF A NORTH-SOUTH FENCE.  THE MARK IS 14 INCHES BELOW
 NM1747'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HAHNE 1935.
 NM1747'
 NM1747'REFERENCE MARK NO. 1 IS 174.53 FEET (53.198 METERS) NORTHEAST
 NM1747'OF THE STATION, 140 FEET EAST OF A T-FENCE INTERSECTION, 30
 NM1747'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT NORTH OF
 NM1747'THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND
 NM1747'THE DISK IS STAMPED HAHNE NO 1 1935.
 NM1747'
 NM1747'REFERENCE MARK NO. 2 IS 191.69 FEET (58.424 METERS) NORTHWEST
 NM1747'OF THE STATION, 126 FEET WEST OF A T-FENCE INTERSECTION, 29
 NM1747'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF
 NM1747'FENCE, AND 1.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 NM1747'PROJECTS 6 INCHES AND THE DISK IS STAMPED HAHNE NO 2 1935.
 NM1747'
 NM1747'AZIMUTH MARK (RESET) IS 0.4 MILE WEST-SOUTHWEST OF THE STATION
 NM1747'IN THE SOUTHEAST CORNER OF ELMER HANSONS FARMYARD, 52 FEET
 NM1747'WEST OF THE CENTER OF GRAVEL ROAD, 18 FEET WEST OF A FENCE
 NM1747'CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 8
 NM1747'INCHES AND THE DISK IS STAMPED HAHNE 1935 RESET 1956.
 NM1747'
 NM1747'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 NM1747'SQUARE IN HARTINGTON, GO EAST ON STATE HIGHWAY 84 FOR 0.75 MILE.
 NM1747'TURN RIGHT AND GO SOUTH ON THE SAME HIGHWAY FOR 0.5 MILE.  TURN
 NM1747'LEFT AND GO EAST ON STATE HIGHWAY 84 FOR 4.0 MILES.  TURN RIGHT
 NM1747'AND GO SOUTH ON GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.
 NM1747'(AZIMUTH MARK IS 0.2 MILE SOUTH AT MR. HANSONS FARM.) TURN
 NM1747'LEFT AND GO EAST ON GRAVEL ROAD FOR 0.35 MILE TO A T-FENCE
 NM1747'INTERSECTION ON THE SOUTH SIDE OF ROAD AND THE STATION AS
 NM1747'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0501 ***********************************************************************
 LJ0501  DESIGNATION -  HAIGLER
 LJ0501  PID         -  LJ0501
 LJ0501  STATE/COUNTY-  NE/DUNDY
 LJ0501  COUNTRY     -  US
 LJ0501  USGS QUAD   -  ROCK CREEK LAKE (2017)
 LJ0501
 LJ0501                         *CURRENT SURVEY CONTROL
 LJ0501  ______________________________________________________________________
 LJ0501* NAD 83(1995) POSITION- 40 00 13.62949(N) 101 51 54.88708(W)   ADJUSTED
 LJ0501* NAVD 88 ORTHO HEIGHT -  1044.63  (+/-2cm)     3427.3   (feet) VERTCON
 LJ0501  ______________________________________________________________________
 LJ0501  GEOID HEIGHT    -        -22.881 (meters)                     GEOID18
 LJ0501  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 LJ0501  HORZ ORDER      -  SECOND
 LJ0501  VERT ORDER      -  THIRD ? (See Below)
 LJ0501
 LJ0501.The horizontal coordinates were established by classical geodetic methods
 LJ0501.and adjusted by the National Geodetic Survey in August 1997.
 LJ0501
 LJ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0501
 LJ0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0501.GEOID18 height accuracy estimate available here.
 LJ0501
 LJ0501.The vertical order pertains to the NGVD 29 superseded value.
 LJ0501
 LJ0501.Click photographs - Photos may exist for this station.
 LJ0501
 LJ0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0501
 LJ0501. The following values were computed from the NAD 83(1995) position.
 LJ0501
 LJ0501;                    North         East     Units Scale Factor Converg.
 LJ0501;SPC NE       -    20,644.588   340,740.839   MT  0.99999829   -1 14 09.9
 LJ0501;SPC NE       -    67,731.45  1,117,913.90   sFT  0.99999829   -1 14 09.9
 LJ0501;UTM  14      - 4,432,110.497   255,419.044   MT  1.00033648   -1 50 34.1
 LJ0501
 LJ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0501!SPC NE       -   0.99983974  x   0.99999829  =   0.99983803
 LJ0501!UTM  14      -   0.99983974  x   1.00033648  =   1.00017616
 LJ0501
 LJ0501:                Primary Azimuth Mark                     Grid Az
 LJ0501:SPC NE       -  HAIGLER AZ MK                            314 59 44.0
 LJ0501:UTM  14      -  HAIGLER AZ MK                            315 36 08.2
 LJ0501
 LJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK5541932110(NAD 83)
 LJ0501
 LJ0501|---------------------------------------------------------------------|
 LJ0501| PID    Reference Object                     Distance      Geod. Az  |
 LJ0501|                                                           dddmmss.s |
 LJ0501| CP8161 HAIGLER RM 1                         90.541 METERS 18852     |
 LJ0501| LJ0502 HAIGLER MUNICIPAL STANDPIPE         APPROX. 6.3 KM 2741615.8 |
 LJ0501| CP8160 HAIGLER AZ MK                                      3134534.1 |
 LJ0501| CP8162 HAIGLER RM 2                         26.167 METERS 32011     |
 LJ0501|---------------------------------------------------------------------|
 LJ0501
 LJ0501                          SUPERSEDED SURVEY CONTROL
 LJ0501
 LJ0501  NAD 83(1986)-  40 00 13.62888(N)    101 51 54.88681(W) AD(       ) 2
 LJ0501  NAD 27      -  40 00 13.65900(N)    101 51 53.24600(W) AD(       ) 2
 LJ0501  NGVD 29            1044.18   (m)         3425.8    (f) LEVELING    3  
 LJ0501
 LJ0501.Superseded values are not recommended for survey control.
 LJ0501
 LJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0501.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0501
 LJ0501_MARKER: DS = TRIANGULATION STATION DISK
 LJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0501_STAMPING: HAIGLER 1933
 LJ0501_MARK LOGO: CGS
 LJ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0501+STABILITY: SURFACE MOTION
 LJ0501
 LJ0501  HISTORY     - Date     Condition        Report By
 LJ0501  HISTORY     - 1933     MONUMENTED       CGS
 LJ0501  HISTORY     - 1959     SEE DESCRIPTION  USGS
 LJ0501
 LJ0501                          STATION DESCRIPTION
 LJ0501
 LJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0501'THE STATION IS LOCATED ABOUT 4 MILES E OF HAIGLER AND 8 MILES
 LJ0501'WSW OF PARKS.  THE MARK PROJECTS 2 INCHES AND IS ON A SMALL
 LJ0501'HILL ABOUT 125 YARDS NE OF A WHITE HOUSE WHICH IS JUST S OF
 LJ0501'THE KANSAS-NEBRASKA LINE, AND IS 13.5 FEET S OF AN E AND W
 LJ0501'FENCE AND 18 YARDS W OF THE E EDGE OF THE HILL.
 LJ0501'
 LJ0501'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0501'BRONZE DISKS SET IN CONCRETE.
 LJ0501'
 LJ0501'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, SSW OF THE STATION.
 LJ0501'IT IS SET APPROXIMATELY ON THE STATE LINE AND IS 41.5 FEET
 LJ0501'S OF AN E AND W FENCE, 53 FEET E OF A N AND S FENCE, AND 120.5
 LJ0501'FEET ENE OF THE NE CORNER OF THE WHITE HOUSE.
 LJ0501'
 LJ0501'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, NNW OF THE
 LJ0501'STATION, 18 YARDS W OF THE E EDGE OF THE HILL, 46.5 FEET N OF
 LJ0501'AN E AND W FENCE AND 65 YARDS E OF THE CENTER LINE OF THE
 LJ0501'ROAD LEADING TO THE HOUSE.
 LJ0501'
 LJ0501'AZIMUTH MARK PROJECTS 2 INCHES AND IS NW OF THE STATION AND
 LJ0501'1.5 FEET S OF AN E AND W FENCE, AND 24 YARDS W OF THE CENTER
 LJ0501'LINE OF ROAD AT GATE.
 LJ0501'
 LJ0501'TO REACH THE STATION FROM HAIGLER GO 3.3 MILES E ON HIGHWAY
 LJ0501'3, TO A CROSSROADS.  GO S ON DIRT ROAD 1.3 MILES TO A GATE,
 LJ0501'GO THROUGH GATE, AND CONTINUE 0.2 MILE TO WHITE HOUSE, THEN
 LJ0501'MAKE U-TURN TO THE LEFT AND GO 125 YARDS NE UP HILL TO STATION.
 LJ0501'
 LJ0501'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0501
 LJ0501                          STATION RECOVERY (1959)
 LJ0501
 LJ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0501'PIECES OF POST FOR REFERENCE MARK 1 WAS FOUND LYING AT SITE
 LJ0501'ABOUT 300 FEET SOUTH OF STATION MARK.  THE TABLET WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0502 ***********************************************************************
 LJ0502  DESIGNATION -  HAIGLER MUNICIPAL STANDPIPE
 LJ0502  PID         -  LJ0502
 LJ0502  STATE/COUNTY-  NE/DUNDY
 LJ0502  COUNTRY     -  US
 LJ0502  USGS QUAD   -  HAIGLER (2017)
 LJ0502
 LJ0502                         *CURRENT SURVEY CONTROL
 LJ0502  ______________________________________________________________________
 LJ0502* NAD 83(1995) POSITION- 40 00 28.80735(N) 101 56 20.64191(W)   ADJUSTED
 LJ0502  ______________________________________________________________________
 LJ0502  GEOID HEIGHT    -        -22.719 (meters)                     GEOID18
 LJ0502  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 LJ0502  HORZ ORDER      -  THIRD
 LJ0502
 LJ0502.The horizontal coordinates were established by classical geodetic methods
 LJ0502.and adjusted by the National Geodetic Survey in August 1997.
 LJ0502
 LJ0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0502.GEOID18 height accuracy estimate available here.
 LJ0502
 LJ0502.Click photographs - Photos may exist for this station.
 LJ0502
 LJ0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0502
 LJ0502. The following values were computed from the NAD 83(1995) position.
 LJ0502
 LJ0502;                    North         East     Units Scale Factor Converg.
 LJ0502;SPC NE       -    21,251.270   334,449.380   MT  0.99999639   -1 17 06.0
 LJ0502;SPC NE       -    69,721.87  1,097,272.67   sFT  0.99999639   -1 17 06.0
 LJ0502;SPC NE       -    69,721.87  1,097,272.67   sFT  0.99999639   -1 17 06.0
 LJ0502;SPC KS N     -   193,232.610    63,758.329   MT  1.00004418   -2 29 32.3
 LJ0502;SPC KS N     -   633,963.99    209,180.45   sFT  1.00004418   -2 29 32.3
 LJ0502;SPC NE       -    21,251.270   334,449.380   MT  0.99999639   -1 17 06.0
 LJ0502;UTM  14      - 4,432,783.938   249,132.103   MT  1.00037484   -1 53 25.8
 LJ0502;UTM  13      - 4,433,134.469   761,271.591   MT  1.00044044   +1 58 08.3
 LJ0502
 LJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK4913232783(NAD 83)
 LJ0502
 LJ0502                          SUPERSEDED SURVEY CONTROL
 LJ0502
 LJ0502  NAD 83(1992)-  40 00 28.80715(N)    101 56 20.63916(W) AD(       ) 3
 LJ0502  NAD 83(1986)-  40 00 28.80629(N)    101 56 20.64000(W) AD(       ) 3
 LJ0502  NAD 27      -  40 00 28.83800(N)    101 56 18.99300(W) AD(       ) 3
 LJ0502
 LJ0502.Superseded values are not recommended for survey control.
 LJ0502
 LJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0502.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0502
 LJ0502_MARKER: 52 = STANDPIPE TANK
 LJ0502
 LJ0502  HISTORY     - Date     Condition        Report By
 LJ0502  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0502
 LJ0502                          STATION DESCRIPTION
 LJ0502
 LJ0502'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1301 ***********************************************************************
 LG1301  DESIGNATION -  HAINES AZ MK 2
 LG1301  PID         -  LG1301
 LG1301  STATE/COUNTY-  NE/LANCASTER
 LG1301  COUNTRY     -  US
 LG1301  USGS QUAD   -  DENTON (2017)
 LG1301
 LG1301                         *CURRENT SURVEY CONTROL
 LG1301  ______________________________________________________________________
 LG1301* NAD 83(1995) POSITION- 40 39 13.91819(N) 096 52 00.83243(W)   ADJUSTED
 LG1301* NAVD 88 ORTHO HEIGHT -   439.018 (meters)     1440.34  (feet) ADJUSTED
 LG1301  ______________________________________________________________________
 LG1301  GEOID HEIGHT    -        -26.214 (meters)                     GEOID18
 LG1301  LAPLACE CORR    -          6.20  (seconds)                    DEFLEC18
 LG1301  DYNAMIC HEIGHT  -        438.810 (meters)     1439.66  (feet) COMP
 LG1301  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 LG1301
 LG1301  HORZ ORDER      -  THIRD
 LG1301  VERT ORDER      -  FIRST     CLASS II
 LG1301
 LG1301.The horizontal coordinates were established by classical geodetic methods
 LG1301.and adjusted by the National Geodetic Survey in August 1997.
 LG1301
 LG1301.The orthometric height was determined by differential leveling and
 LG1301.adjusted by the NATIONAL GEODETIC SURVEY
 LG1301.in May 1993.
 LG1301
 LG1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1301.GEOID18 height accuracy estimate available here.
 LG1301
 LG1301.Click photographs - Photos may exist for this station.
 LG1301
 LG1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1301
 LG1301.The dynamic height is computed by dividing the NAVD 88
 LG1301.geopotential number by the normal gravity value computed on the
 LG1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1301.degrees latitude (g = 980.6199 gals.).
 LG1301
 LG1301.The modeled gravity was interpolated from observed gravity values.
 LG1301
 LG1301. The following values were computed from the NAD 83(1995) position.
 LG1301
 LG1301;                    North         East     Units Scale Factor Converg.
 LG1301;SPC NE       -    95,902.478   764,858.919   MT  0.99976823   +2 04 34.7
 LG1301;SPC NE       -   314,640.05  2,509,374.64   sFT  0.99976823   +2 04 34.7
 LG1301;UTM  14      - 4,502,521.655   680,338.743   MT  1.00000032   +1 23 24.2
 LG1301
 LG1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1301!SPC NE       -   0.99993525  x   0.99976823  =   0.99970349
 LG1301!UTM  14      -   0.99993525  x   1.00000032  =   0.99993557
 LG1301
 LG1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8033802521(NAD 83)
 LG1301
 LG1301                          SUPERSEDED SURVEY CONTROL
 LG1301
 LG1301  NAD 83(1986)-  40 39 13.92651(N)    096 52 00.83137(W) AD(       ) 3
 LG1301  NGVD 29             438.86   (m)         1439.8    (f) LEVELING    3  
 LG1301
 LG1301.Superseded values are not recommended for survey control.
 LG1301
 LG1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1301.See file dsdata.pdf to determine how the superseded data were derived.
 LG1301
 LG1301_MARKER: DZ = AZIMUTH MARK DISK
 LG1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1301_STAMPING: HAINES 1947 NO 2 1982
 LG1301_MARK LOGO: NGS
 LG1301_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1301+STABILITY: SURFACE MOTION
 LG1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1301+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1301
 LG1301  HISTORY     - Date     Condition        Report By
 LG1301  HISTORY     - 1982     MONUMENTED       NGS
 LG1301  HISTORY     - 19911009 GOOD             NGS
 LG1301
 LG1301                          STATION DESCRIPTION
 LG1301
 LG1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1301'9.3 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1301'IN CRETE, 19.5 M (64.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M
 LG1301'(15.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 4.0 M (13.1 FT)
 LG1301'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) WEST OF A
 LG1301'RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LG1301'0.6 M (2.0 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A
 LG1301'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 LG1301'GROUND SURFACE.
 LG1301'THE STATION IS LOCATED ABOUT 8.6 KM (5.3 MI) EAST FROM CRETE AND ON
 LG1301'THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 33.
 LG1301'TO REACH FROM THE CRETE POST OFFICE, GO EAST ON HIGHWAY 33 FOR 9.5 KM
 LG1301'(5.9 MI) TO THE MARK ON THE RIGHT, AT A FIELD ENTRANCE.
 LG1301'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1301'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 LG1301'0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 19.6 M
 LG1301'(64.3 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 4.6 M (15.1 FT)
 LG1301'WEST FROM THE CENTERLINE OF THE FIELD ENTRANCE, 0.61 M (2.00 FT) NORTH
 LG1301'FROM A POWER POLE AND 0.40 M (1.31 FT) EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1298 ***********************************************************************
 LG1298  DESIGNATION -  HAINES RESET
 LG1298  PID         -  LG1298
 LG1298  STATE/COUNTY-  NE/LANCASTER
 LG1298  COUNTRY     -  US
 LG1298  USGS QUAD   -  DENTON (2017)
 LG1298
 LG1298                         *CURRENT SURVEY CONTROL
 LG1298  ______________________________________________________________________
 LG1298* NAD 83(1995) POSITION- 40 39 15.29315(N) 096 52 26.67709(W)   ADJUSTED
 LG1298* NAVD 88 ORTHO HEIGHT -   451.653 (meters)     1481.80  (feet) ADJUSTED
 LG1298  ______________________________________________________________________
 LG1298  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 LG1298  LAPLACE CORR    -          6.42  (seconds)                    DEFLEC18
 LG1298  DYNAMIC HEIGHT  -        451.438 (meters)     1481.09  (feet) COMP
 LG1298  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 LG1298
 LG1298  HORZ ORDER      -  FIRST
 LG1298  VERT ORDER      -  FIRST     CLASS II
 LG1298
 LG1298.The horizontal coordinates were established by classical geodetic methods
 LG1298.and adjusted by the National Geodetic Survey in August 1997.
 LG1298
 LG1298.The orthometric height was determined by differential leveling and
 LG1298.adjusted by the NATIONAL GEODETIC SURVEY
 LG1298.in May 1993.
 LG1298
 LG1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1298.GEOID18 height accuracy estimate available here.
 LG1298
 LG1298.Click photographs - Photos may exist for this station.
 LG1298
 LG1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1298
 LG1298.The dynamic height is computed by dividing the NAVD 88
 LG1298.geopotential number by the normal gravity value computed on the
 LG1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1298.degrees latitude (g = 980.6199 gals.).
 LG1298
 LG1298.The modeled gravity was interpolated from observed gravity values.
 LG1298
 LG1298. The following values were computed from the NAD 83(1995) position.
 LG1298
 LG1298;                    North         East     Units Scale Factor Converg.
 LG1298;SPC NE       -    95,922.886   764,250.763   MT  0.99976813   +2 04 17.5
 LG1298;SPC NE       -   314,707.00  2,507,379.38   sFT  0.99976813   +2 04 17.5
 LG1298;UTM  14      - 4,502,549.350   679,730.735   MT  0.99999762   +1 23 07.4
 LG1298
 LG1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1298!SPC NE       -   0.99993327  x   0.99976813  =   0.99970142
 LG1298!UTM  14      -   0.99993327  x   0.99999762  =   0.99993089
 LG1298
 LG1298:                Primary Azimuth Mark                     Grid Az
 LG1298:SPC NE       -  PEN                                      049 09 31.7
 LG1298:UTM  14      -  PEN                                      049 50 41.8
 LG1298
 LG1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7973002549(NAD 83)
 LG1298
 LG1298|---------------------------------------------------------------------|
 LG1298| PID    Reference Object                     Distance      Geod. Az  |
 LG1298|                                                           dddmmss.s |
 LG1298| LG1299 HAINES RM 1                          21.606 METERS 02403     |
 LG1298| LG1117 PEN                                 APPROX.18.6 KM 0511349.2 |
 LG1298| LG1458 HAINES AZ MK                                       0920316.6 |
 LG1298| LG1300 HAINES RM 3                          21.052 METERS 09207     |
 LG1298| LG1301 HAINES AZ MK 2                      APPROX. 0.6 KM 0935936.7 |
 LG1298| LG1459 HAINES RM 2                          19.270 METERS 10409     |
 LG1298| LG1150 CORTLAND MUNICIPAL TANK             APPROX.21.4 KM 1382951.7 |
 LG1298| LG1167 CRETE DOANE COLL MERRELL BLDG       APPROX. 7.3 KM 2414509.8 |
 LG1298| LG1169 CRETE MILLS WATER TANK              APPROX. 8.2 KM 2473909.7 |
 LG1298|---------------------------------------------------------------------|
 LG1298
 LG1298                          SUPERSEDED SURVEY CONTROL
 LG1298
 LG1298  NAD 83(1986)-  40 39 15.30147(N)    096 52 26.67594(W) AD(       ) 1
 LG1298  NAD 27      -  40 39 15.28900(N)    096 52 25.57800(W) AD(       ) 1
 LG1298  NGVD 29             451.53   (m)         1481.4    (f) LEVELING    3  
 LG1298
 LG1298.Superseded values are not recommended for survey control.
 LG1298
 LG1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1298.See file dsdata.pdf to determine how the superseded data were derived.
 LG1298
 LG1298_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1298_STAMPING: HAINES 1947 1982
 LG1298_MARK LOGO: NGS
 LG1298_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1298+STABILITY: SURFACE MOTION
 LG1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1298+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1298
 LG1298  HISTORY     - Date     Condition        Report By
 LG1298  HISTORY     - 1982     MONUMENTED       NGS
 LG1298  HISTORY     - 19911009 GOOD             NGS
 LG1298
 LG1298                          STATION DESCRIPTION
 LG1298
 LG1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1298'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1298'IN CRETE, 18.0 M (59.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.3 M
 LG1298'(53.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 9.6 M (31.5
 LG1298'FT) WEST OF THE CENTER OF A DRIVEWAY, 3.6 M (11.8 FT) SOUTH-SOUTHWEST
 LG1298'OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 LG1298'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 LG1298'ON PROPERTY OWNED BY LOUIS REETZ, RURAL ROUTE 1, CRETE, NE 68333,
 LG1298'TELEPHONE NUMBER (402) 826-5624.
 LG1298'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST FROM CRETE, ON THE
 LG1298'NORTH SIDE OF STATE HIGHWAY 33 AND ON PROPERTY OWNED BY LOUIS REETZ,
 LG1298'RURAL ROUTE 1, CRETE, NEBRASKA 68333.  TELEPHONE 402 826 5624.
 LG1298'TO REACH FROM THE POST OFFICE IN CRETE, GO EAST ON STATE HIGHWAY 33
 LG1298'FOR 8.85 KM (5.50 MI) TO THE STATION ON THE LEFT, AT THE LOUIS REETZ
 LG1298'FARM BUILDINGS.
 LG1298'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1298'RECESSED 2 IN BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS THE
 LG1298'ORIGINAL DISK AND IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND
 LG1298'SURFACE.  THE MARKS ARE 18.0 M (59.1 FT) NORTH FROM THE CENTERLINE OF
 LG1298'THE HIGHWAY, 3.45 M (11.32 FT) SOUTHWEST FROM A POWER POLE, 9.0 M
 LG1298'(29.5 FT) WEST FROM THE CENTERLINE OF A DRIVEWAY AND 2.50 M
 LG1298'(8.20 FT) EAST FROM THE SOUTHEAST CORNER OF A YARD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1299 ***********************************************************************
 LG1299  DESIGNATION -  HAINES RM 1
 LG1299  PID         -  LG1299
 LG1299  STATE/COUNTY-  NE/LANCASTER
 LG1299  COUNTRY     -  US
 LG1299  USGS QUAD   -  DENTON (2017)
 LG1299
 LG1299                         *CURRENT SURVEY CONTROL
 LG1299  ______________________________________________________________________
 LG1299* NAD 83(1995) POSITION- 40 39 15.93276(N) 096 52 26.30217(W)   ADJUSTED
 LG1299* NAVD 88 ORTHO HEIGHT -   450.967 (meters)     1479.55  (feet) ADJUSTED
 LG1299  ______________________________________________________________________
 LG1299  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 LG1299  LAPLACE CORR    -          6.43  (seconds)                    DEFLEC18
 LG1299  DYNAMIC HEIGHT  -        450.753 (meters)     1478.85  (feet) COMP
 LG1299  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 LG1299
 LG1299  HORZ ORDER      -  THIRD
 LG1299  VERT ORDER      -  FIRST     CLASS II
 LG1299
 LG1299.The horizontal coordinates were established by classical geodetic methods
 LG1299.and adjusted by the National Geodetic Survey in August 1997.
 LG1299
 LG1299.The orthometric height was determined by differential leveling and
 LG1299.adjusted by the NATIONAL GEODETIC SURVEY
 LG1299.in May 1993.
 LG1299
 LG1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1299.GEOID18 height accuracy estimate available here.
 LG1299
 LG1299.Click photographs - Photos may exist for this station.
 LG1299
 LG1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1299
 LG1299.The dynamic height is computed by dividing the NAVD 88
 LG1299.geopotential number by the normal gravity value computed on the
 LG1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1299.degrees latitude (g = 980.6199 gals.).
 LG1299
 LG1299.The modeled gravity was interpolated from observed gravity values.
 LG1299
 LG1299. The following values were computed from the NAD 83(1995) position.
 LG1299
 LG1299;                    North         East     Units Scale Factor Converg.
 LG1299;SPC NE       -    95,942.916   764,258.850   MT  0.99976809   +2 04 17.8
 LG1299;SPC NE       -   314,772.72  2,507,405.91   sFT  0.99976809   +2 04 17.8
 LG1299;UTM  14      - 4,502,569.287   679,739.063   MT  0.99999766   +1 23 07.7
 LG1299
 LG1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1299!SPC NE       -   0.99993338  x   0.99976809  =   0.99970148
 LG1299!UTM  14      -   0.99993338  x   0.99999766  =   0.99993104
 LG1299
 LG1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7973902569(NAD 83)
 LG1299
 LG1299                          SUPERSEDED SURVEY CONTROL
 LG1299
 LG1299  NAD 83(1986)-  40 39 15.94107(N)    096 52 26.30102(W) AD(       ) 3
 LG1299  NGVD 29             450.85   (m)         1479.2    (f) LEVELING    3  
 LG1299
 LG1299.Superseded values are not recommended for survey control.
 LG1299
 LG1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1299.See file dsdata.pdf to determine how the superseded data were derived.
 LG1299
 LG1299_MARKER: DR = REFERENCE MARK DISK
 LG1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1299_STAMPING: HAINES NO 1 1947
 LG1299_MARK LOGO: CGS
 LG1299_PROJECTION: RECESSED 3 CENTIMETERS
 LG1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1299+STABILITY: SURFACE MOTION
 LG1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1299+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1299
 LG1299  HISTORY     - Date     Condition        Report By
 LG1299  HISTORY     - 1947     MONUMENTED       CGS
 LG1299  HISTORY     - 19820609 GOOD             NGS
 LG1299  HISTORY     - 19911009 GOOD             NGS
 LG1299
 LG1299                          STATION DESCRIPTION
 LG1299
 LG1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1299'THE MARK WAS FOUND IN GOOD CONDITION, ABOUT 8.0 KM (5.0 MI) EAST FROM
 LG1299'CRETE, JUST NORTH OF STATE HIGHWAY 33 AND ON PROPERTY OWNED BY LOUIS
 LG1299'REETZ, RURAL ROUTE 1, CRETE, NEBRASKA, 68333.  TELEPHONE 402 826
 LG1299'5624.
 LG1299'TO REACH FROM THE CRETE POST OFFICE, GO EAST ON STATE HIGHWAY 33 FOR
 LG1299'8.85 KM (5.50 MI) TO THE MARK ON THE LEFT, AT THE REETZ FARM
 LG1299'BUILDINGS.
 LG1299'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1299'RECESSED 3 CM BELOW THE GROUND SURFACE.  IT IS 5.50 M (18.04 FT) EAST
 LG1299'FROM THE CENTERLINE OF THE DRIVEWAY, 1.70 M (5.58 FT) SOUTH-SOUTHWEST
 LG1299'FROM THE SOUTHWEST CORNER OF A WELL PUMPHOUSE, 0.57 M (1.87 FT) EAST
 LG1299'FROM A LIGHT POLE AND IS AT THE SOUTH END OF A CIRCLE DRIVE.
 LG1299
 LG1299                          STATION RECOVERY (1991)
 LG1299
 LG1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1299'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1299'IN CRETE, 37.7 M (123.7 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 LG1299'CENTERLINE, 21.6 M (70.9 FT) NORTH-NORTHEAST OF TRIANGULATION STATION
 LG1299'HAINES RESET, 19.2 M (63.0 FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER
 LG1299'OF A HOUSE, 1.7 M (5.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A PUMP
 LG1299'HOUSE, 0.6 M (2.0 FT) EAST OF A UTILITY LIGHT POLE WITH A METER
 LG1299'ATTACHED, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE
 LG1299'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LOUIS
 LG1299'REETZ, RURAL ROUTE 1, CRETE, NE 68333, TELEPHONE NUMBER (402)
 LG1299'826-5624.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1300 ***********************************************************************
 LG1300  DESIGNATION -  HAINES RM 3
 LG1300  PID         -  LG1300
 LG1300  STATE/COUNTY-  NE/LANCASTER
 LG1300  COUNTRY     -  US
 LG1300  USGS QUAD   -  DENTON (2017)
 LG1300
 LG1300                         *CURRENT SURVEY CONTROL
 LG1300  ______________________________________________________________________
 LG1300* NAD 83(1995) POSITION- 40 39 15.26798(N) 096 52 25.78160(W)   ADJUSTED
 LG1300* NAVD 88 ORTHO HEIGHT -   451.327 (meters)     1480.73  (feet) ADJUSTED
 LG1300  ______________________________________________________________________
 LG1300  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 LG1300  LAPLACE CORR    -          6.42  (seconds)                    DEFLEC18
 LG1300  DYNAMIC HEIGHT  -        451.113 (meters)     1480.03  (feet) COMP
 LG1300  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 LG1300
 LG1300  HORZ ORDER      -  THIRD
 LG1300  VERT ORDER      -  FIRST     CLASS II
 LG1300
 LG1300.The horizontal coordinates were established by classical geodetic methods
 LG1300.and adjusted by the National Geodetic Survey in August 1997.
 LG1300
 LG1300.The orthometric height was determined by differential leveling and
 LG1300.adjusted by the NATIONAL GEODETIC SURVEY
 LG1300.in May 1993.
 LG1300
 LG1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1300.GEOID18 height accuracy estimate available here.
 LG1300
 LG1300.Click photographs - Photos may exist for this station.
 LG1300
 LG1300.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1300
 LG1300.The dynamic height is computed by dividing the NAVD 88
 LG1300.geopotential number by the normal gravity value computed on the
 LG1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1300.degrees latitude (g = 980.6199 gals.).
 LG1300
 LG1300.The modeled gravity was interpolated from observed gravity values.
 LG1300
 LG1300. The following values were computed from the NAD 83(1995) position.
 LG1300
 LG1300;                    North         East     Units Scale Factor Converg.
 LG1300;SPC NE       -    95,922.870   764,271.810   MT  0.99976813   +2 04 18.1
 LG1300;SPC NE       -   314,706.95  2,507,448.43   sFT  0.99976813   +2 04 18.1
 LG1300;UTM  14      - 4,502,549.083   679,751.785   MT  0.99999772   +1 23 08.0
 LG1300
 LG1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1300!SPC NE       -   0.99993332  x   0.99976813  =   0.99970147
 LG1300!UTM  14      -   0.99993332  x   0.99999772  =   0.99993104
 LG1300
 LG1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7975102549(NAD 83)
 LG1300
 LG1300                          SUPERSEDED SURVEY CONTROL
 LG1300
 LG1300  NAD 83(1986)-  40 39 15.27630(N)    096 52 25.78044(W) AD(       ) 3
 LG1300  NGVD 29             451.21   (m)         1480.3    (f) LEVELING    3  
 LG1300
 LG1300.Superseded values are not recommended for survey control.
 LG1300
 LG1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1300.See file dsdata.pdf to determine how the superseded data were derived.
 LG1300
 LG1300_MARKER: DR = REFERENCE MARK DISK
 LG1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1300_STAMPING: HAINES 1947 NO 3 1982
 LG1300_MARK LOGO: NGS
 LG1300_PROJECTION: FLUSH
 LG1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1300+STABILITY: SURFACE MOTION
 LG1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1300+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1300
 LG1300  HISTORY     - Date     Condition        Report By
 LG1300  HISTORY     - 1982     MONUMENTED       NGS
 LG1300  HISTORY     - 19911009 GOOD             NGS
 LG1300
 LG1300                          STATION DESCRIPTION
 LG1300
 LG1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1300'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1300'IN CRETE, 17.4 M (57.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.5 M
 LG1300'(54.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 11.8 M (38.7
 LG1300'FT) EAST OF THE CENTER OF A DRIVEWAY, 8.9 M (29.2 FT) WEST OF A FENCE
 LG1300'CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 LG1300'MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
 LG1300'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LOUIS REETZ, RURAL ROUTE
 LG1300'1, CRETE, NE 68333, TELEPHONE NUMBER (402) 826-5624.
 LG1300'THE MARK IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST FROM CRETE, ON THE
 LG1300'NORTH SIDE OF STATE HIGHWAY 33 AND ON PROPERTY OWNED BY LOUIS REETZ,
 LG1300'RURAL ROUTE 1, CRETE, NEBRASKA, 68333.  TELEPHONE 402 826 5624.
 LG1300'TO REACH FROM THE CRETE POST OFFICE, GO EAST ON STATE HIGHWAY 33 FOR
 LG1300'8.85 KM (5.50 MI) TO THE MARK ON THE LEFT, AT THE REETZ FARM
 LG1300'BUILDINGS.
 LG1300'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 LG1300'WITH THE GROUND.  IT IS 17.3 M (56.8 FT) NORTH FROM THE CENTERLINE OF
 LG1300'THE HIGHWAY, 12.0 M (39.4 FT) EAST FROM THE CENTERLINE OF THE
 LG1300'DRIVEWAY TO THE FARM BUILDINGS AND 0.5 M (1.6 FT) SOUTH FROM A BOARD
 LG1300'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0627 ***********************************************************************
 NN0627  DESIGNATION -  HALL
 NN0627  PID         -  NN0627
 NN0627  STATE/COUNTY-  NE/ANTELOPE
 NN0627  COUNTRY     -  US
 NN0627  USGS QUAD   -  ORCHARD (2017)
 NN0627
 NN0627                         *CURRENT SURVEY CONTROL
 NN0627  ______________________________________________________________________
 NN0627* NAD 83(1995) POSITION- 42 18 03.29650(N) 098 14 37.88607(W)   ADJUSTED
 NN0627* NAVD 88 ORTHO HEIGHT -   624.63  (+/-2cm)     2049.3   (feet) VERTCON
 NN0627  ______________________________________________________________________
 NN0627  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 NN0627  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 NN0627  HORZ ORDER      -  FIRST
 NN0627  VERT ORDER      -  THIRD ? (See Below)
 NN0627
 NN0627.The horizontal coordinates were established by classical geodetic methods
 NN0627.and adjusted by the National Geodetic Survey in August 1997.
 NN0627
 NN0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0627
 NN0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0627.GEOID18 height accuracy estimate available here.
 NN0627
 NN0627.The vertical order pertains to the NGVD 29 superseded value.
 NN0627
 NN0627.Click photographs - Photos may exist for this station.
 NN0627
 NN0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0627
 NN0627. The following values were computed from the NAD 83(1995) position.
 NN0627
 NN0627;                    North         East     Units Scale Factor Converg.
 NN0627;SPC NE       -   275,443.586   644,764.808   MT  0.99975488   +1 09 49.6
 NN0627;SPC NE       -   903,684.50  2,115,365.87   sFT  0.99975488   +1 09 49.6
 NN0627;UTM  14      - 4,683,464.229   562,326.217   MT  0.99964779   +0 30 32.1
 NN0627
 NN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0627!SPC NE       -   0.99990593  x   0.99975488  =   0.99966083
 NN0627!UTM  14      -   0.99990593  x   0.99964779  =   0.99955375
 NN0627
 NN0627:                Primary Azimuth Mark                     Grid Az
 NN0627:SPC NE       -  STA 1                                    045 57 07.1
 NN0627:UTM  14      -  STA 1                                    046 36 24.6
 NN0627
 NN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6232683464(NAD 83)
 NN0627
 NN0627|---------------------------------------------------------------------|
 NN0627| PID    Reference Object                     Distance      Geod. Az  |
 NN0627|                                                           dddmmss.s |
 NN0627| NN0630 STA 1                               APPROX. 5.6 KM 0470656.7 |
 NN0627|---------------------------------------------------------------------|
 NN0627
 NN0627                          SUPERSEDED SURVEY CONTROL
 NN0627
 NN0627  NAD 83(1986)-  42 18 03.30086(N)    098 14 37.88942(W) AD(       ) 1
 NN0627  NAD 27      -  42 18 03.28200(N)    098 14 36.62300(W) AD(       ) 1
 NN0627  USSD        -  42 18 03.42100(N)    098 14 36.83400(W) AD(       ) 3
 NN0627  NGVD 29             624.41   (m)         2048.6    (f) LEVELING    3  
 NN0627
 NN0627.Superseded values are not recommended for survey control.
 NN0627
 NN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0627.See file dsdata.pdf to determine how the superseded data were derived.
 NN0627
 NN0627_MARKER: V = STONE MONUMENT
 NN0627_SETTING: 0 = UNSPECIFIED SETTING
 NN0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0627
 NN0627  HISTORY     - Date     Condition        Report By
 NN0627  HISTORY     - 1900     MONUMENTED       CGS
 NN0627  HISTORY     - 1935     GOOD             CGS
 NN0627  HISTORY     - 1961     GOOD             USGS
 NN0627
 NN0627                          STATION DESCRIPTION
 NN0627
 NN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0627'THIS STATION IS IN THE NE. 1/4 SEC. 21, T. 27 N., R. 8 W., ON
 NN0627'LAND OWNED BY AN EASTERN LOAN AND TRUST COMPANY.  THE STATION
 NN0627'IS ON THE HIGHEST POINT IN THE VICINITY, AND FROM IT THE LAND
 NN0627'SLOPES MORE RAPIDLY TO THE NORTH THAN IN ANY OTHER DIRECTION.
 NN0627'IT IS 403 FEET DUE WEST OF THE NORTH-AND-SOUTH FENCE LINE
 NN0627'ON THE EAST SIDE OF THE SECTION-LINE ROAD LEADING TO ORCHARD.
 NN0627'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE--TO CUPOLA OF
 NN0627'THE SCHOOLHOUSE AT ORCHARD, N 06 DEG 22 MIN E, ABOUT 2
 NN0627'MILES.  TO THE NORTHEAST CORNER OF SECTION 21, N 09 DEG 25 MIN E,
 NN0627'1,950 FEET.  THE UNDERGROUND MARK AT THIS STATION IS A STONE MILK
 NN0627'CROCK BURIED BOTTOM UP ABOUT 3 FEET BELOW THE SURFACE OF THE
 NN0627'GROUND.  IN ITS BOTTOM IS A SMALL DRILLED HOLE.  THE
 NN0627'SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT
 NN0627'2-1/2 FEET LONG PLACED WITH ITS TOP FLUSH WITH THE SURFACE
 NN0627'OF THE GROUND.  IN ITS TOP ARE CUT TWO V-SHAPED GROOVES AND
 NN0627'THE LETTERS U.S.C.S.
 NN0627
 NN0627                          STATION RECOVERY (1935)
 NN0627
 NN0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0627'STATION RECOVERED APRIL 24, 1935, AND FOUND IN GOOD CONDITION.
 NN0627'
 NN0627'ABOUT 2.4 MILES SOUTH OF THE MAIN STREET IN ORCHARD, IN THE
 NN0627'NORTHEAST QUARTER OF SECTION 21, T. 27 N., R. 8 W., ON THE
 NN0627'PROPERTY OF CARL STELLING WHO LIVES IN THE SOUTHEAST QUARTER
 NN0627'OF SECTION 16 ABOUT 1/2 MILE NORTH OF THE STATION, IN MEADOW
 NN0627'LAND AND AT THE HIGHEST POINT OF A SLIGHT ELEVATION, ABOUT 0.1
 NN0627'MILE NORTH OF THE EAST-WEST CENTER LINE OF THE SECTION, 365 FEET
 NN0627'WEST OF THE CENTER LINE OF THE NORTH-SOUTH SECTION-LINE ROAD
 NN0627'LEADING INTO ORCHARD.  393 FEET WEST OF THE EAST FENCE AND
 NN0627'POWER-TRANSMISSION LINE AND 330 FEET WEST OF THE WEST FENCE
 NN0627'PARALLEL TO THE SECTION-LINE ROAD, AND 6 FEET SOUTH OF A
 NN0627'POINT IN LINE WITH AN EAST-WEST FENCE LINE EXTENDING EAST
 NN0627'FROM THE SECTION-LINE ROAD.
 NN0627
 NN0627                          STATION RECOVERY (1961)
 NN0627
 NN0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JSC)
 NN0627'2.0 MILES S OF ORCHARD, NEAR THE N 1/16 CORNER BETWEEN SECTIONS
 NN0627'21 AND 22, 189 FT S AND 357 FT W OF CENTERLINE ROAD AT T FENCE
 NN0627'E, AND ON THE CREST OF A HILL.  SURFACE MARK IS AN 8 INCH MARBLE
 NN0627'POST FLUSH WITH THE GROUND.  ON TOP OF THE POST IS TWO V SHAPED
 NN0627'GROOVES AND THE LETTERS USCS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0427 ***********************************************************************
 LJ0427  DESIGNATION -  HALL RESET
 LJ0427  PID         -  LJ0427
 LJ0427  STATE/COUNTY-  NE/FURNAS
 LJ0427  COUNTRY     -  US
 LJ0427  USGS QUAD   -  WILSONVILLE (2017)
 LJ0427
 LJ0427                         *CURRENT SURVEY CONTROL
 LJ0427  ______________________________________________________________________
 LJ0427* NAD 83(1995) POSITION- 40 00 06.23996(N) 100 06 36.20168(W)   ADJUSTED
 LJ0427* NAVD 88 ORTHO HEIGHT -   742.    (meters)     2434.    (feet) SCALED
 LJ0427  ______________________________________________________________________
 LJ0427  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 LJ0427  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 LJ0427  HORZ ORDER      -  FIRST
 LJ0427
 LJ0427.The horizontal coordinates were established by classical geodetic methods
 LJ0427.and adjusted by the National Geodetic Survey in August 1997.
 LJ0427
 LJ0427.The orthometric height was scaled from a topographic map.
 LJ0427
 LJ0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0427.GEOID18 height accuracy estimate available here.
 LJ0427
 LJ0427.Click photographs - Photos may exist for this station.
 LJ0427
 LJ0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0427
 LJ0427. The following values were computed from the NAD 83(1995) position.
 LJ0427
 LJ0427;                    North         East     Units Scale Factor Converg.
 LJ0427;SPC NE       -    18,704.668   490,602.139   MT  0.99999922   -0 04 22.6
 LJ0427;SPC NE       -    61,366.90  1,609,583.85   sFT  0.99999922   -0 04 22.6
 LJ0427;UTM  14      - 4,428,539.661   405,247.305   MT  0.99971052   -0 42 49.0
 LJ0427
 LJ0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0427!SPC NE       -   0.99988741  x   0.99999922  =   0.99988663
 LJ0427!UTM  14      -   0.99988741  x   0.99971052  =   0.99959796
 LJ0427
 LJ0427:                Primary Azimuth Mark                     Grid Az
 LJ0427:SPC NE       -  HALL AZ MK                               331 49 31.7
 LJ0427:UTM  14      -  HALL AZ MK                               332 27 58.1
 LJ0427
 LJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0524728539(NAD 83)
 LJ0427
 LJ0427|---------------------------------------------------------------------|
 LJ0427| PID    Reference Object                     Distance      Geod. Az  |
 LJ0427|                                                           dddmmss.s |
 LJ0427| CN8698 HALL RM 1                            25.849 METERS 12634     |
 LJ0427| CN8700 HALL RM 3                            32.873 METERS 12738     |
 LJ0427| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.19.5 KM 2001618.2 |
 LJ0427| KH0722 NORCATUR MUNICIPAL TANK             APPROX.19.3 KM 2005206.2 |
 LJ0427| CN8701 HALL RM 4                            29.578 METERS 22715     |
 LJ0427| CN8699 HALL RM 2                            29.813 METERS 23726     |
 LJ0427| CN8697 HALL AZ MK                                         3314509.1 |
 LJ0427|---------------------------------------------------------------------|
 LJ0427
 LJ0427                          SUPERSEDED SURVEY CONTROL
 LJ0427
 LJ0427  NAD 83(1986)-  40 00 06.24443(N)    100 06 36.20503(W) AD(       ) 1
 LJ0427  NAD 27      -  40 00 06.22500(N)    100 06 34.72300(W) AD(       ) 1
 LJ0427
 LJ0427.Superseded values are not recommended for survey control.
 LJ0427
 LJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0427.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0427
 LJ0427_MARKER: DS = TRIANGULATION STATION DISK
 LJ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0427_STAMPING: HALL 1934 1968
 LJ0427_MARK LOGO: CGS
 LJ0427_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0427+STABILITY: SURFACE MOTION
 LJ0427
 LJ0427  HISTORY     - Date     Condition        Report By
 LJ0427  HISTORY     - 1934     MONUMENTED       CGS
 LJ0427  HISTORY     - 1964     MARK NOT FOUND   USGS
 LJ0427  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LJ0427
 LJ0427                          STATION DESCRIPTION
 LJ0427
 LJ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0427'STATION IS LOCATED ON THE KANSAS-NEBRASKA STATE LINE WHICH IS
 LJ0427'ALSO THE LINE BETWEEN SEC. 4, T. 1 N., R. 25 W., IN NEBRASKA
 LJ0427'AND SEC. 2, T. 1 S., R. 25 W., IN KANSAS, ABOUT 11-1/4 MILES
 LJ0427'NORTH AND 4-1/4 MILES EAST OF NORCATUR, 7-1/2 MILES SOUTH AND
 LJ0427'1.0 MILE WEST OF WILSONVILLE, ON THE PROPERTY OF C.A. HALL.
 LJ0427'
 LJ0427'TO REACH FROM THE DEPOT IN NORTON, KANSAS, GO WEST ON U.S.
 LJ0427'HIGHWAY 36 FOR 9.2 MILES, TURN RIGHT (NORTH) FOLLOWING U.S.
 LJ0427'HIGHWAY 36, GO 1.0 MILE, TURN LEFT (WEST), GO 2.0 MILES
 LJ0427'FURTHER ON U.S. HIGHWAY 36 TO INTERSECTION OF NORTON COUNTY
 LJ0427'HIGHWAY 513, TURN RIGHT (NORTH) AND GO 11.2 MILES ON SAID
 LJ0427'COUNTY ROAD TO STATE-LINE ROAD, TURN LEFT (WEST) AND GO 0.9
 LJ0427'MILE TO HIGH POINT ON ROAD AND STATION.  MARK IS 29 FEET
 LJ0427'NORTH OF CENTERLINE OF STATE-LINE ROAD, IN EAST-WEST FENCE
 LJ0427'LINE, AND PROJECTS 6 INCHES.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF CENTERLINE OF
 LJ0427'STATE-LINE ROAD, IN EAST-WEST FENCE LINE, AND PROJECTS 6
 LJ0427'INCHES.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTERLINE OF
 LJ0427'STATE-LINE ROAD, IN EAST-WEST FENCE LINE, AND PROJECTS 6
 LJ0427'INCHES.
 LJ0427'
 LJ0427'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON STATE-LINE
 LJ0427'ROAD FOR 0.4 MILE, TURN LEFT (NORTH) AND GO 0.9 MILE, TURN
 LJ0427'LEFT (WEST) AND GO 0.15 MILE.  MARK IS 20 FEET SOUTH OF
 LJ0427'CENTERLINE OF ROAD IN EAST-WEST FENCE LINE, ABOUT 200 FEET S.E.
 LJ0427'OF SOUTHEAST CORNER OF C.A. HALLS HOUSE, AND PROJECTS 6 INCHES.
 LJ0427'
 LJ0427'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LJ0427
 LJ0427                          STATION RECOVERY (1964)
 LJ0427
 LJ0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LJ0427'STATION AND AZIMUTH MARK NOT RECOVERED.  R.M. 1 AND R.M.
 LJ0427'2 ARE LAYING ALONG SIDE OF ROAD WHICH HAS BEEN IMPROVED.
 LJ0427
 LJ0427                          STATION RECOVERY (1968)
 LJ0427
 LJ0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0427'STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND 2 WERE FOUND
 LJ0427'DESTROYED.  UNDERGROUND STATION MARK AND AZIMUTH MARK WERE
 LJ0427'RECOVERED IN GOOD CONDITION.  UNDERGROUND STATION MARK WAS
 LJ0427'LOWERED ABOUT 2 FEET AND A NEW SURFACE MARK WAS SET.  REFERENCE
 LJ0427'MARKS NO. 3 AND 4 WERE ALSO SET.
 LJ0427'
 LJ0427'A NEW DESCRIPTION FOLLOWS--
 LJ0427'
 LJ0427'STATION IS LOCATED ALONG THE KANSAS-NEBRASKA STATE LINE ABOUT
 LJ0427'11-1/2 MILES NORTH-NORTHEAST OF NORCATUR, KANSAS AND ABOUT 8
 LJ0427'MILES SOUTH-SOUTHWEST OF WILSONVILLE, NEBRASKA.  STATION, A
 LJ0427'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AND
 LJ0427'STAMPED HALL 1934 1968 IS 33 FEET NORTH OF CENTERLINE OF
 LJ0427'STATE LINE ROAD, 24-1/2 FEET WEST-SOUTHWEST OF EAST GATE POST,
 LJ0427'12 FEET WEST OF THE CENTERLINE OF FIELD DRIVEWAY AND 2 FEET
 LJ0427'SOUTHEAST OF THE WEST GATE POST.  THE MARK IS ABOUT 12 INCHES
 LJ0427'BELOW THE SURFACE OF GROUND.
 LJ0427'
 LJ0427'TO REACH FROM THE RAILROAD DEPOT IN NORTON, KANSAS, GO WEST
 LJ0427'ON U.S. HIGHWAY 36 (BUSINESS) FOR 11.2 MILES TO CROSSROADS
 LJ0427'AT REAGER, TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 12.0
 LJ0427'MILES TO KANSAS-NEBRASKA STATE LINE.  TURN LEFT AND GO WEST
 LJ0427'ON STATE LINE FOR 0.9 MILE TO STATION ON RIGHT (NORTH) SIDE
 LJ0427'OF ROAD.  CONTINUE WEST ON STATE LINE FOR 0.4 MILE TO SIDE
 LJ0427'ROAD RIGHT.  TURN RIGHT AND GO 1.0 MILE TO SIDE ROAD LEFT.
 LJ0427'TURN LEFT AND GO 0.15 MILE TO AZIMUTH MARK ON LEFT (SOUTH)
 LJ0427'SIDE OF ROAD.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 LJ0427'ROUND CONCRETE POST AND STAMPED HALL 1934 NO 3 1968, IS
 LJ0427'33 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF
 LJ0427'WIRE FENCE.  THE MARK PROJECTS 4 INCHES.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 LJ0427'ROUND CONCRETE POST AND STAMPED HALL 1934 NO 4 1968, IS 33
 LJ0427'FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.
 LJ0427'THE MARK PROJECTS 6 INCHES.
 LJ0427'
 LJ0427'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LJ0427'POST AND STAMPED HALL AZI 1934, IS 45 FEET SOUTH OF WIRE
 LJ0427'FENCE AND 22 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 LJ0427'THE MARK PROJECTS 12 INCHES.
 LJ0427'
 LJ0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 LJ0427'SOUTH-SOUTHWEST OF WILSONVILLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1162 ***********************************************************************
 LG1162  DESIGNATION -  HALLAM
 LG1162  PID         -  LG1162
 LG1162  STATE/COUNTY-  NE/LANCASTER
 LG1162  COUNTRY     -  US
 LG1162  USGS QUAD   -  HALLAM (2017)
 LG1162
 LG1162                         *CURRENT SURVEY CONTROL
 LG1162  ______________________________________________________________________
 LG1162* NAD 83(1995) POSITION- 40 32 14.82945(N) 096 47 12.32063(W)   ADJUSTED
 LG1162* NAVD 88 ORTHO HEIGHT -   453.    (meters)     1486.    (feet) SCALED
 LG1162  ______________________________________________________________________
 LG1162  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 LG1162  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 LG1162  HORZ ORDER      -  SECOND
 LG1162
 LG1162.The horizontal coordinates were established by classical geodetic methods
 LG1162.and adjusted by the National Geodetic Survey in August 1997.
 LG1162
 LG1162.The orthometric height was scaled from a topographic map.
 LG1162
 LG1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1162.GEOID18 height accuracy estimate available here.
 LG1162
 LG1162.Click photographs - Photos may exist for this station.
 LG1162
 LG1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1162
 LG1162. The following values were computed from the NAD 83(1995) position.
 LG1162
 LG1162;                    North         East     Units Scale Factor Converg.
 LG1162;SPC NE       -    83,235.575   772,110.941   MT  0.99980016   +2 07 45.9
 LG1162;SPC NE       -   273,082.05  2,533,167.31   sFT  0.99980016   +2 07 45.9
 LG1162;UTM  14      - 4,489,765.578   687,439.716   MT  1.00003248   +1 26 20.1
 LG1162
 LG1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1162!SPC NE       -   0.99993304  x   0.99980016  =   0.99973321
 LG1162!UTM  14      -   0.99993304  x   1.00003248  =   0.99996552
 LG1162
 LG1162:                Primary Azimuth Mark                     Grid Az
 LG1162:SPC NE       -  KRAMER RESET                             258 53 39.7
 LG1162:UTM  14      -  KRAMER RESET                             259 35 05.5
 LG1162
 LG1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8743989765(NAD 83)
 LG1162
 LG1162|---------------------------------------------------------------------|
 LG1162| PID    Reference Object                     Distance      Geod. Az  |
 LG1162|                                                           dddmmss.s |
 LG1162| LG1416 HALLAM AZ MK 2                      APPROX. 0.6 KM 0852811.2 |
 LG1162| LG1460 HALLAM AZ MK                                       0911750.4 |
 LG1162| LG1461 HALLAM RM 1                          22.850 METERS 12132     |
 LG1162| LG1462 HALLAM RM 3                          17.222 METERS 22503     |
 LG1162| CL6599 HALLAM RM 2                          23.830 METERS 23918     |
 LG1162| LG1418 KRAMER RESET                        APPROX. 7.5 KM 2610125.6 |
 LG1162|---------------------------------------------------------------------|
 LG1162
 LG1162                          SUPERSEDED SURVEY CONTROL
 LG1162
 LG1162  NAD 83(1986)-  40 32 14.83760(N)    096 47 12.31902(W) AD(       ) 2
 LG1162  NAD 27      -  40 32 14.82800(N)    096 47 11.22800(W) AD(       ) 2
 LG1162
 LG1162.Superseded values are not recommended for survey control.
 LG1162
 LG1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1162.See file dsdata.pdf to determine how the superseded data were derived.
 LG1162
 LG1162_MARKER: DS = TRIANGULATION STATION DISK
 LG1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1162_STAMPING: HALLAM 1947
 LG1162_MARK LOGO: CGS
 LG1162_PROJECTION: FLUSH
 LG1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1162+STABILITY: SURFACE MOTION
 LG1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1162+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1982
 LG1162
 LG1162  HISTORY     - Date     Condition        Report By
 LG1162  HISTORY     - 1947     MONUMENTED       CGS
 LG1162  HISTORY     - 1947     GOOD             CGS
 LG1162  HISTORY     - 1969     GOOD             LOCSUR
 LG1162  HISTORY     - 1969     GOOD             CGS
 LG1162  HISTORY     - 1981     GOOD             LOCENG
 LG1162  HISTORY     - 19820825 GOOD             NGS
 LG1162
 LG1162                          STATION DESCRIPTION
 LG1162
 LG1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1162'THE STATION IS LOCATED ON THE ROCK ISLAND RAILROAD RIGHT-OF-WAY
 LG1162'IN THE TOWN OF HALLAM, 145 FEET EAST-NORTHEAST OF THE NORTHEAST
 LG1162'CORNER OF THE RAILROAD DEPOT, 68 FEET SOUTH OF THE CENTER OF A
 LG1162'GRAVELED ROAD, 49 FEET WEST OF THE CENTER OF A GRAVELED STREET,
 LG1162'AND 25.5 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
 LG1162'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED HALLAM 1947.
 LG1162'
 LG1162'REFERENCE MARK NO. 1 IS 28 FEET SOUTHWEST OF THE SOUTHWEST
 LG1162'CORNER OF A PHILLIPS 66 FILLING STATION AND 22 FEET WEST OF THE
 LG1162'CENTER OF A GRAVELED STREET.  IT IS SET FLUSH WITH THE GROUND
 LG1162'AND IS STAMPED HALLAM NO 1 1947.
 LG1162'
 LG1162'REFERENCE MARK NO. 2 IS 70 FEET EAST OF THE NORTHEAST CORNER OF
 LG1162'THE RAILROAD DEPOT AND 65 FEET SOUTH OF THE SOUTH EDGE OF A
 LG1162'CONCRETE SIDEWALK.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG1162'HALLAM NO 2 1947.
 LG1162'
 LG1162'AZIMUTH MARK IS SET IN A NORTH-SOUTH FENCE LINE BETWEEN TWO
 LG1162'CULTIVATED FIELDS, 154 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1162'ROAD, 120 FEET SOUTH OF A FENCE CORNER, AND 3 FEET SOUTH OF A
 LG1162'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED HALLAM 1947.
 LG1162'
 LG1162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 LG1162'ROAD FOR 1.1 MILES TO A FENCE LINE GOING SOUTH AND THE AZIMUTH
 LG1162'MARK 154 FEET SOUTH AS DESCRIBED.
 LG1162'
 LG1162'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 37 FEET.
 LG1162'
 LG1162'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 37 FEET.
 LG1162'
 LG1162'AN 87 FOOT SIGNAL AT COURTLAND IS VISIBLE AT 50 FEET.
 LG1162'
 LG1162'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1162
 LG1162                          STATION RECOVERY (1947)
 LG1162
 LG1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1162'RECOVERED IN GOOD CONDITION.
 LG1162
 LG1162                          STATION RECOVERY (1969)
 LG1162
 LG1162'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (WA)
 LG1162'RECOVERED BY WESTERN AIR MAPS.
 LG1162'HALLAM GOOD
 LG1162'
 LG1162'RM 1 AND RM 2 DESTROYED
 LG1162'
 LG1162'AZIMUTH MARK UNABLE TO FIND WITH DESCRIPTION
 LG1162'
 LG1162'NEW HIGHWAY.  IF AZIMUTH MARK STILL EXISTS, IMPOSSIBLE TO SEE
 LG1162'BECAUSE OF NEW BUILDINGS.  (REFERRED TO MM ENGR. FOR REPAIR BY
 LG1162'C. F. M.)
 LG1162
 LG1162                          STATION RECOVERY (1969)
 LG1162
 LG1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1162'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 LG1162'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 LG1162'FOR BUT NOT FOUND AND ASSUMED THE MARK WAS DESTROYED WHEN A
 LG1162'BUILDING WAS CONSTRUCTED AT SITE OF THE MARK, THIS BUILDING
 LG1162'ALSO OBSTRUCTED THE LINE OF SIGHT.  AZIMUTH MARK WAS SEARCHED
 LG1162'FOR BUT NOT FOUND AND IF STILL IN PLACE THE MARK WOULD BE
 LG1162'OBSTRUCTED BY HOUSES, NO VISIBLE OBJECTS SO A NEW AZIMUTH
 LG1162'MARK WAS NOT SET.
 LG1162'
 LG1162'REFERENCE MARK NO. 3 WAS SET.
 LG1162'
 LG1162'STATION MARK, A STANDARD DISK STAMPED HALLAM 1947, IS SET
 LG1162'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG1162'SURFACE OF THE GROUND.  IT IS ACROSS ROAD SOUTH-SOUTHEAST OF THE
 LG1162'GRAIN ELEVATOR IN HALLAM, ABOUT 100 FEET EAST-NORTHEAST OF THE
 LG1162'OLD RAILROAD DEPOT, 65 FEET SOUTH OF THE CENTER OF MAIN STREET,
 LG1162'49 FEET WEST OF THE CENTER OF A STREET, 35 FEET EAST OF THE
 LG1162'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, AND 25 FEET SOUTH OF
 LG1162'THE SOUTH EDGE OF A SIDEWALK.  THE UNDERGROUND MARK WAS NOT
 LG1162'INSPECTED.
 LG1162'
 LG1162'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HALLAM NO. 1
 LG1162'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS COVERED
 LG1162'WITH 8 INCHES OF DIRT.  IT IS 24 FEET EAST OF THE CENTER OF
 LG1162'STREET, 20.5 FEET NORTH OF THE SOUTHWEST CORNER OF A GARAGE,
 LG1162'AND 3 FEET WEST OF THE WEST EDGE OF THE GARAGE.
 LG1162'
 LG1162'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HALLAM 1947 NO. 3 1969,
 LG1162'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LG1162'WITH THE SURFACE OF THE GROUND.  IT IS 3 FEET EAST-NORTHEAST
 LG1162'OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING.
 LG1162'
 LG1162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT HALLAM.
 LG1162
 LG1162                          STATION RECOVERY (1981)
 LG1162
 LG1162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1162'HALLAM 1947 RECOVERED GOOD (STATION MARK).
 LG1162'
 LG1162'HALLAM NO. 1 1947 RECOVERED GOOD.
 LG1162'
 LG1162'HALLAM NO. 2 1947 RECOVERED GOOD.
 LG1162'
 LG1162'DESCRIPTION ADEQUATE, AZI NOT SEARCHED FOR BUT HOUSING CONSTRUCTION
 LG1162'HAS BLOCKED VIEW FROM STATION.
 LG1162'
 LG1162'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HALLAM.
 LG1162
 LG1162                          STATION RECOVERY (1982)
 LG1162
 LG1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1162'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 LG1162'WERE RECOVERED IN GOOD CONDITION.  THERE WAS A MILEAGE ERROR IN THE
 LG1162'ORIGINAL DESCRIPTION FOR THE AZIMUTH MARK.  THE MARK 1.45 KM
 LG1162'(0.90 MI) EAST ON A PAVED ROAD, RATHER THAN 1.77 KM (1.10 MI) AS
 LG1162'ORIGINALLY STATED.  THE MARK IS NO LONGER GROUND VISIBLE TO THE
 LG1162'STATION.  AN AZIMUTH MARK 2 WAS ESTABLISHED.  AN ADEQUATE CHECK TO
 LG1162'THE REFERENCE MARKS WAS OBTAINED AND A POLARIS OBSERVATION MADE TO
 LG1162'THE NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 LG1162'THE STATION IS LOCATED IN HALLAM, ABOUT 46.0 M (150.9 FT) EAST FROM A
 LG1162'RAILROAD CROSSING ON THE MAIN EAST/WEST STREET, ACROSS THE ROAD AND
 LG1162'SOUTH-SOUTHEAST FROM A GRAIN ELEVATOR AND IN THE SOUTHWEST ANGLE OF A
 LG1162'STREET INTERSECTION.
 LG1162'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1162'FLUSH WITH THE GROUND.  IT IS 19.8 M (65.0 FT) SOUTH FROM THE
 LG1162'CENTERLINE OF THE EAST/WEST STREET, 14.9 M (48.9 FT) WEST FROM THE
 LG1162'CENTERLINE OF A SAND STREET AND 10.73 M (35.20 FT) EAST FROM THE
 LG1162'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING.  THE UNDERGROUND MARK
 LG1162'WAS NOT INSPECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1416 ***********************************************************************
 LG1416  DESIGNATION -  HALLAM AZ MK 2
 LG1416  PID         -  LG1416
 LG1416  STATE/COUNTY-  NE/LANCASTER
 LG1416  COUNTRY     -  US
 LG1416  USGS QUAD   -  HALLAM (2017)
 LG1416
 LG1416                         *CURRENT SURVEY CONTROL
 LG1416  ______________________________________________________________________
 LG1416* NAD 83(1995) POSITION- 40 32 16.33211(N) 096 46 47.45013(W)   ADJUSTED
 LG1416* NAVD 88 ORTHO HEIGHT -   453.    (meters)     1486.    (feet) SCALED
 LG1416  ______________________________________________________________________
 LG1416  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 LG1416  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 LG1416  HORZ ORDER      -  THIRD
 LG1416
 LG1416.The horizontal coordinates were established by classical geodetic methods
 LG1416.and adjusted by the National Geodetic Survey in August 1997.
 LG1416
 LG1416.The orthometric height was scaled from a topographic map.
 LG1416
 LG1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1416.GEOID18 height accuracy estimate available here.
 LG1416
 LG1416.Click photographs - Photos may exist for this station.
 LG1416
 LG1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1416
 LG1416. The following values were computed from the NAD 83(1995) position.
 LG1416
 LG1416;                    North         East     Units Scale Factor Converg.
 LG1416;SPC NE       -    83,303.651   772,693.983   MT  0.99980003   +2 08 02.3
 LG1416;SPC NE       -   273,305.39  2,535,080.18   sFT  0.99980003   +2 08 02.3
 LG1416;UTM  14      - 4,489,826.636   688,023.673   MT  1.00003518   +1 26 36.3
 LG1416
 LG1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1416!SPC NE       -   0.99993310  x   0.99980003  =   0.99973314
 LG1416!UTM  14      -   0.99993310  x   1.00003518  =   0.99996828
 LG1416
 LG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8802389826(NAD 83)
 LG1416
 LG1416                          SUPERSEDED SURVEY CONTROL
 LG1416
 LG1416  NAD 83(1986)-  40 32 16.34024(N)    096 46 47.44852(W) AD(       ) 3
 LG1416
 LG1416.Superseded values are not recommended for survey control.
 LG1416
 LG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1416.See file dsdata.pdf to determine how the superseded data were derived.
 LG1416
 LG1416_MARKER: DZ = AZIMUTH MARK DISK
 LG1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1416_STAMPING: HALLAM 1947 NO 2 1982
 LG1416_MARK LOGO: NGS
 LG1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1416+STABILITY: SURFACE MOTION
 LG1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1416+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 LG1416
 LG1416  HISTORY     - Date     Condition        Report By
 LG1416  HISTORY     - 1982     MONUMENTED       NGS
 LG1416  HISTORY     - 20050810 GOOD             GEOCAC
 LG1416  HISTORY     - 20090729 GOOD             NEGS
 LG1416
 LG1416                          STATION DESCRIPTION
 LG1416
 LG1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LG1416'THE STATION IS LOCATED ABOUT 0.4 KM (0.2 MI) EAST FROM HALLAM AND IN
 LG1416'THE NORTHEAST ANGLE OF WEST HALLAM ROAD AND SOUTHWEST 42ND STREET, ON
 LG1416'ROAD RIGHT-OF-WAY.
 LG1416'TO REACH FROM THE GRAIN ELEVATOR IN HALLAM, GO EAST ON WEST HALLAM
 LG1416'ROAD FOR 0.59 KM (0.37 MI) TO SOUTHWEST 42ND STREET AND THE MARK.
 LG1416'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1416'PROJECTS 0.010 M (0.033 FT) ABOVE THE GROUND.  THE UNDERGROUND MARK
 LG1416'IS 0.76 M (2.49 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 30.0 M
 LG1416'(98.4 FT) NORTH FROM THE CENTERLINE OF WEST HALLAM ROAD, 14.6 M
 LG1416'(47.9 FT) EAST FROM THE CENTERLINE OF SOUTHWEST 42ND STREET, 0.76 M
 LG1416'(2.49 FT) NORTHWEST FROM A BRACED GATE POST AND 0.3 M (1.0 FT) SOUTH
 LG1416'FROM A WITNESS POST.
 LG1416
 LG1416                          STATION RECOVERY (2005)
 LG1416
 LG1416'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1416'RECOVERED IN GOOD CONDITION.
 LG1416
 LG1416                          STATION RECOVERY (2009)
 LG1416
 LG1416'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2009 (JPC)
 LG1416'NEW TIES ADDED
 LG1416'8.7 FT. SOUTH FROM A NAIL IN THE TOP OF A BRACE POST
 LG1416'103.5 FT. EAST-NORTHEAST FROM A NAIL IN A POWER POLE
 LG1416'61.5 FT. NORTHEAST FROM THE NORTHEAST CORNER OF EAST HEADWALL OF 24
 LG1416'INCH METEL CULVERT
 LG1416'15.0 FT. NORTH FROM THE CENTERLINE OF A FIELD ENTRANCE EAST
 LG1416'33.2 FT. NORTH FROM A 60-D NAIL IN THE TOP OF A CUT-OFF POWER POLE
 LG1416'USED FOR A CORNER FENCE POST
 LG1416'1.0 FT. WEST OF A FIBERGLASS WITNESS POST
 LG1416'A 5/8 X 36 INCH REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1170 ***********************************************************************
 ML1170  DESIGNATION -  HALLIWILL
 ML1170  PID         -  ML1170
 ML1170  STATE/COUNTY-  NE/CUSTER
 ML1170  COUNTRY     -  US
 ML1170  USGS QUAD   -  CALLAWAY NW (2017)
 ML1170
 ML1170                         *CURRENT SURVEY CONTROL
 ML1170  ______________________________________________________________________
 ML1170* NAD 83(1995) POSITION- 41 24 09.78228(N) 099 57 51.26018(W)   ADJUSTED
 ML1170* NAVD 88 ORTHO HEIGHT -   938.    (meters)     3077.    (feet) SCALED
 ML1170  ______________________________________________________________________
 ML1170  GEOID HEIGHT    -        -22.368 (meters)                     GEOID18
 ML1170  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 ML1170  HORZ ORDER      -  FIRST
 ML1170
 ML1170.The horizontal coordinates were established by classical geodetic methods
 ML1170.and adjusted by the National Geodetic Survey in August 1997.
 ML1170
 ML1170.The orthometric height was scaled from a topographic map.
 ML1170
 ML1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1170.GEOID18 height accuracy estimate available here.
 ML1170
 ML1170.Click photographs - Photos may exist for this station.
 ML1170
 ML1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1170
 ML1170. The following values were computed from the NAD 83(1995) position.
 ML1170
 ML1170;                    North         East     Units Scale Factor Converg.
 ML1170;SPC NE       -   174,241.882   502,989.360   MT  0.99966021   +0 01 25.3
 ML1170;SPC NE       -   571,658.57  1,650,224.26   sFT  0.99966021   +0 01 25.3
 ML1170;UTM  14      - 4,583,912.622   419,401.142   MT  0.99967994   -0 38 15.8
 ML1170
 ML1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1170!SPC NE       -   0.99985636  x   0.99966021  =   0.99951662
 ML1170!UTM  14      -   0.99985636  x   0.99967994  =   0.99953635
 ML1170
 ML1170:                Primary Azimuth Mark                     Grid Az
 ML1170:SPC NE       -  HALLIWILL RM 3 AZIMUTH                   272 06 23.9
 ML1170:UTM  14      -  HALLIWILL RM 3 AZIMUTH                   272 46 05.0
 ML1170
 ML1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1940183912(NAD 83)
 ML1170
 ML1170|---------------------------------------------------------------------|
 ML1170| PID    Reference Object                     Distance      Geod. Az  |
 ML1170|                                                           dddmmss.s |
 ML1170| CN8702 HALLIWILL RM 1                      103.912 METERS 09330     |
 ML1170| CN8703 HALLIWILL RM 2                       23.268 METERS 18536     |
 ML1170| CN8704 HALLIWILL RM 3 AZIMUTH                             2720749.2 |
 ML1170| MM0365 ANSELMO SMALL CUPOLA                APPROX.12.9 KM 3120226.0 |
 ML1170| MM0366 ANSELMO LARGE CUPOLA                APPROX.12.8 KM 3121809.9 |
 ML1170|---------------------------------------------------------------------|
 ML1170
 ML1170                          SUPERSEDED SURVEY CONTROL
 ML1170
 ML1170  NAD 83(1986)-  41 24 09.78916(N)    099 57 51.26656(W) AD(       ) 1
 ML1170  NAD 27      -  41 24 09.77300(N)    099 57 49.81900(W) AD(       ) 1
 ML1170
 ML1170.Superseded values are not recommended for survey control.
 ML1170
 ML1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1170.See file dsdata.pdf to determine how the superseded data were derived.
 ML1170
 ML1170_MARKER: DS = TRIANGULATION STATION DISK
 ML1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1170_STAMPING: HALLIWILL 1933
 ML1170_MARK LOGO: CGS
 ML1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1170+STABILITY: SURFACE MOTION
 ML1170
 ML1170  HISTORY     - Date     Condition        Report By
 ML1170  HISTORY     - 1933     MONUMENTED       CGS
 ML1170  HISTORY     - 1934     GOOD             CGS
 ML1170  HISTORY     - 1962     GOOD             CGS
 ML1170
 ML1170                          STATION DESCRIPTION
 ML1170
 ML1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1170'ABOUT 12 MILES EAST BY SOUTH OF ARNOLD, AND 17 MILES WEST
 ML1170'OF BROKEN BOW, ON A PROMINENT TABLE, ON LAND OWNED BY JAMES
 ML1170'HALLIWILL, WHO LIVES 3 MILES NORTHEAST OF STATION.
 ML1170'
 ML1170'REACHED FROM ARNOLD BY STATE HIGHWAY 16 FOR 16.0 MILES TO
 ML1170'CROSSROADS.  TURN SOUTH ON GRADED DIRT ROAD 3.0 MILES, THEN
 ML1170'EAST AND SOUTH 1.0 MILE TO SCHOOL, THENCE WEST 0.75 MILE.  BEAR
 ML1170'TO RIGHT ON WELL-TRAVELED TRAIL ABOUT 1/2 MILE TO LESTER HIRSCHS
 ML1170'HOUSE.  FOLLOW TRAIL SOUTHWEST UP VALLEY 0.65 MILE TO FORK.
 ML1170'KEEP LEFT FORK THROUGH WIRE GATE 1/2 MILE AND PASS THROUGH WIRE
 ML1170'GATE NEAR POND.  TURN LEFT (SOUTH) UP FENCE 0.15 MILE, AND KEEP
 ML1170'RIGHT-HAND FORK SOUTHWEST 0.2 MILE TO SOUTHWEST CORNER OF
 ML1170'FIELD.  TURN EAST DOWN HILL 50 YARDS TO WIRE GATE ON RIGHT AT
 ML1170'FOOT OF DUG WAY.  TURN SOUTH THROUGH THIS GATE AND FOLLOW
 ML1170'FARM ROAD UP HILL 1/4 MILE.  CONTINUE SOUTH THROUGH WIRE
 ML1170'GATE, KEEPING ALONG WEST EDGE OF FIELD TO ITS SOUTHWEST CORNER.
 ML1170'TURN EAST 0.3 MILE TO POINT NORTH OF GROVE OF TREES, THENCE
 ML1170'NORTH 0.1 MILE TO STATION.
 ML1170'
 ML1170'STATION IS ON THE SUMMIT OF THE SOUTHERLY AND HIGHER OF TWO
 ML1170'KNOLLS IN PASTURE, APPROXIMATELY 0.1 MILE NORTH OF PROMINENT
 ML1170'GROVE OF TREES, 350 FEET WEST OF SECTION-LINE FENCE, AND
 ML1170'PROJECTS 4 INCHES ABOVE GROUND.
 ML1170'
 ML1170'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, IN SECTION
 ML1170'LINE FENCE, APPROXIMATELY 0.1 MILE NORTH OF GROVE OF TREES.
 ML1170'
 ML1170'REFERENCE MARK NO. 2 IS SOUTH OF STATION.
 ML1170'
 ML1170'REFERENCE MARK NO. 3 IS WEST OF STATION, IN FENCE LINE ON WEST
 ML1170'EDGE OF FIELD.
 ML1170'
 ML1170'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET IN SQUARE CONCRETE
 ML1170'POSTS.
 ML1170'
 ML1170'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.14 METERS.
 ML1170
 ML1170                          STATION RECOVERY (1934)
 ML1170
 ML1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1170'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF MERNA, AND
 ML1170'12 MILES SOUTHEAST OF ARNOLD ON THE PROPERTY OF MR. JAMES
 ML1170'HALLIWILL, WHO LIVES 3.0 MILES NORTHEAST OF STATION.  MARK IS
 ML1170'ON THE SUMMIT OF THE MOST SOUTHERLY AND HIGHER OF TWO KNOLLS
 ML1170'IN PASTURE LAND 0.1 MILE NORTH OF PROMINENT GROVE OF TREES,
 ML1170'350 FEET WEST OF SECTION-LINE FENCE JUST EAST OF LARGEST CANYON
 ML1170'IN VICINITY.
 ML1170'
 ML1170'TO REACH FROM JUNCTION OF STATE HIGHWAYS 2 AND 16, GO WEST
 ML1170'ON HIGHWAY 16 FOR 9.3 MILES, TURN LEFT (SOUTH) GO 4.2 MILES
 ML1170'ON MAIN DIRT ROAD, TURN RIGHT (WEST) AND FOLLOW MAIN DIRT ROAD
 ML1170'FOR 1.6 MILES.  TURN LEFT (SOUTH), TAKE DOWN GATE, CONTINUE
 ML1170'STRAIGHT AHEAD OVER HILL AND THROUGH SECOND GATE FOR 0.8 MILE
 ML1170'TO FARMHOUSE, TURN WEST GO 0.3 MILE, TURN LEFT (SOUTH) GO
 ML1170'1.0 MILE ALONG EAST SIDE OF FENCE, ON THE WEST SIDE OF LARGE
 ML1170'CANYON.  TURN LEFT (EAST) AT THE END OF ROAD, WHICH IS FENCE
 ML1170'CORNER AND GO 0.3 MILE ALONG NORTH SIDE OF FENCE TO NORTHEAST
 ML1170'SIDE OF GROVE OF TREES.  TAKE DOWN FENCE AND GO 0.1 MILE
 ML1170'NORTHEAST TO TOP OF HILL AND STATION, JUST EAST OF LARGE
 ML1170'CANYON.
 ML1170'
 ML1170'REFERENCE MARK NO. 1 IS IN NORTH-SOUTH FENCE LINE, APPROXIMATELY
 ML1170'0.15 MILE NORTHEAST OF NORTHEAST CORNER OF GROVE OF TREES.
 ML1170'
 ML1170'REFERENCE MARK NO. 2 IS ON HIGH POINT ON HILL, JUST EAST OF LARGE
 ML1170'CANYON.
 ML1170'
 ML1170'TO REACH REFERENCE MARK NO. 3 FROM STATION, GO 0.1 MILE SOUTHWEST
 ML1170'TO GROVE OF TREES, TURN WEST ALONG NORTH SIDE OF FENCE FOR 0.5
 ML1170'MILE.  MARK IS 8 FEET WEST OF CENTERLINE OF DIRT ROAD IN
 ML1170'NORTH-AND-SOUTH FENCE LINE.
 ML1170
 ML1170                          STATION RECOVERY (1962)
 ML1170
 ML1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 ML1170'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ML1170'A NEW TO REACH FOLLOWS--
 ML1170'
 ML1170'TO REACH THE STATION FROM THE POST OFFICE IN MERNA, GO WEST FOR
 ML1170'0.05 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.15
 ML1170'MILE TO STATE HIGHWAY NO. 2, 92 AND 70.  TURN RIGHT AND GO
 ML1170'WEST ON STATE HIGHWAY NO. 2, 92 AND 70 FOR 0.3 MILE TO A POINT
 ML1170'WHERE STATE HIGHWAY NO. 2 GOES STRAIGHT AND STATE HIGHWAY NO.
 ML1170'92 AND 70 TURNS LEFT.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 ML1170'NO. 92 AND 70 FOR 8.5 MILES TO A CROSSROADS.  TURN LEFT AND GO
 ML1170'SOUTH ON A GRAVEL ROAD FOR 3.7 MILES TO A SIDE ROAD ON THE
 ML1170'RIGHT.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 1.25 MILE
 ML1170'TO A GATE.  PASS THROUGH GATE, TURN LEFT AND GO SOUTH ON A
 ML1170'TRACK ROAD FOR 0.8 MILE TO A HOUSE AND BARN.  GO BETWEEN
 ML1170'THE HOUSE AND THE BARN AND AROUND THE SOUTH SIDE OF THE
 ML1170'HOUSE FOR 0.05 MILE TO A GATE LEADING INTO A CULTIVATED
 ML1170'FIELD.  PASS THROUGH THE GATE AND GO WEST AND NORTH
 ML1170'AROUND THE EDGE OF THE CULTIVATED FIELD FOR 0.1 MILE TO A
 ML1170'DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON A
 ML1170'DIM TRACK ROAD FOR 0.15 MILE TO THE SECOND OF TWO GATES, ON
 ML1170'THE LEFT.  PASS THROUGH THE GATE AND GO SOUTH ON A DIM
 ML1170'TRACK ROAD UP A STEEP HILL FOR 0.1 MILE TO A GATE LEADING
 ML1170'INTO A CULTIVATED FIELD.  PASS THROUGH THE GATE AND CONTINUE
 ML1170'SOUTH ON THE EAST EDGE OF A CULTIVATED FIELD FOR 0.1 MILE
 ML1170'TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE, THEN RIGHT
 ML1170'AND GO SOUTH ON A DIM TRACK ROAD FOR 0.05 MILE TO A GATE
 ML1170'LEADING INTO A CULTIVATED FIELD.  PASS THROUGH GATE, TURN
 ML1170'LEFT AND FOLLOW THE FENCE AROUND THE EDGE OF THE CULTIVATED
 ML1170'FIELD FOR 0.95 MILE TO A GATE ON THE LEFT IN A NORTH-SOUTH
 ML1170'FENCE LINE.  TURN LEFT THROUGH THE GATE AND GO NORTHEAST FOR
 ML1170'0.2 MILE TO THE HIGHEST OF TWO HILLS AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0364 ***********************************************************************
 MM0364  DESIGNATION -  HALSEY CIRCLE LOT
 MM0364  PID         -  MM0364
 MM0364  STATE/COUNTY-  NE/THOMAS
 MM0364  COUNTRY     -  US
 MM0364  USGS QUAD   -  HALSEY (2017)
 MM0364
 MM0364                         *CURRENT SURVEY CONTROL
 MM0364  ______________________________________________________________________
 MM0364* NAD 83(1995) POSITION- 41 53 13.01444(N) 100 20 23.41263(W)   ADJUSTED
 MM0364  ______________________________________________________________________
 MM0364  GEOID HEIGHT    -        -21.927 (meters)                     GEOID18
 MM0364  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 MM0364  HORZ ORDER      -  THIRD
 MM0364
 MM0364.The horizontal coordinates were established by classical geodetic methods
 MM0364.and adjusted by the National Geodetic Survey in August 1997.
 MM0364
 MM0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0364.GEOID18 height accuracy estimate available here.
 MM0364
 MM0364.Click photographs - Photos may exist for this station.
 MM0364
 MM0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0364
 MM0364. The following values were computed from the NAD 83(1995) position.
 MM0364
 MM0364;                    North         East     Units Scale Factor Converg.
 MM0364;SPC NE       -   228,060.443   471,803.557   MT  0.99968067   -0 13 30.8
 MM0364;SPC NE       -   748,228.30  1,547,908.84   sFT  0.99968067   -0 13 30.8
 MM0364;UTM  14      - 4,638,092.216   388,840.593   MT  0.99975205   -0 53 40.7
 MM0364
 MM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM8884038092(NAD 83)
 MM0364
 MM0364                          SUPERSEDED SURVEY CONTROL
 MM0364
 MM0364  NAD 83(1986)-  41 53 13.02100(N)    100 20 23.41969(W) AD(       ) 3
 MM0364  NAD 27      -  41 53 13.03711(N)    100 20 21.90712(W) AD(       ) 3
 MM0364
 MM0364.Superseded values are not recommended for survey control.
 MM0364
 MM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0364.See file dsdata.pdf to determine how the superseded data were derived.
 MM0364
 MM0364_MARKER: 57 = LOOKOUT TOWER
 MM0364
 MM0364  HISTORY     - Date     Condition        Report By
 MM0364  HISTORY     - 1973     FIRST OBSERVED   NGS
 MM0364  HISTORY     - 20030813 GOOD             USPSQD
 MM0364
 MM0364                          STATION DESCRIPTION
 MM0364
 MM0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0364'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE
 MM0364'NEBRASKA, FOREST SERVICE, LOOKOUT TOWER THAT IS LOCATED ABOUT
 MM0364'3 MILES SOUTHWEST OF HALSEY AND ON PROPERTY OWNED BY THE
 MM0364'NEBRASKA NATIONAL FOREST.  IT IS AN EIGHT FOOT SQUARE CABIN
 MM0364'SURMOUNTED ON FOUR STRUCTURAL STEEL LEGS AND IS UNPAINTED.  THE
 MM0364'OVERALL HEIGHT IS 110 FEET.
 MM0364
 MM0364                          STATION RECOVERY (2003)
 MM0364
 MM0364'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0364'STATION FOUND GOOD. TO REACH THE STATION FROM THE INTERSECTION OF
 MM0364'NEBRASKA STATE HIGHWAY 2 AND SPUR ROAD 86B (1.0 MILE WEST OF HALSEY),
 MM0364'TAKE SPUR ROAD 86B 3 MILES INTO THE NATIONAL FOREST TO THE LOOKOUT
 MM0364'TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0610 ***********************************************************************
 NP0610  DESIGNATION -  HAM
 NP0610  PID         -  NP0610
 NP0610  STATE/COUNTY-  NE/SHERIDAN
 NP0610  COUNTRY     -  US
 NP0610  USGS QUAD   -  CLINTON (2017)
 NP0610
 NP0610                         *CURRENT SURVEY CONTROL
 NP0610  ______________________________________________________________________
 NP0610* NAD 83(1995) POSITION- 42 46 36.73510(N) 102 17 12.11498(W)   ADJUSTED
 NP0610* NAVD 88 ORTHO HEIGHT -  1150.2   (meters)     3774.    (feet) VERTCON
 NP0610  ______________________________________________________________________
 NP0610  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 NP0610  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 NP0610  HORZ ORDER      -  SECOND
 NP0610
 NP0610.The horizontal coordinates were established by classical geodetic methods
 NP0610.and adjusted by the National Geodetic Survey in August 1997.
 NP0610
 NP0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0610
 NP0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0610.GEOID18 height accuracy estimate available here.
 NP0610
 NP0610.Click photographs - Photos may exist for this station.
 NP0610
 NP0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0610
 NP0610. The following values were computed from the NAD 83(1995) position.
 NP0610
 NP0610;                    North         East     Units Scale Factor Converg.
 NP0610;SPC NE       -   329,309.219   312,906.636   MT  0.99990533   -1 30 55.4
 NP0610;SPC NE       - 1,080,408.66  1,026,594.52   sFT  0.99990533   -1 30 55.4
 NP0610;UTM  13      - 4,739,607.892   721,961.854   MT  1.00020616   +1 50 36.5
 NP0610
 NP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0610!SPC NE       -   0.99982252  x   0.99990533  =   0.99972787
 NP0610!UTM  13      -   0.99982252  x   1.00020616  =   1.00002864
 NP0610
 NP0610:                Primary Azimuth Mark                     Grid Az
 NP0610:SPC NE       -  GORDON MUNICIPAL TANK                    066 27 43.6
 NP0610:UTM  13      -  GORDON MUNICIPAL TANK                    063 06 11.7
 NP0610
 NP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2196139607(NAD 83)
 NP0610
 NP0610|---------------------------------------------------------------------|
 NP0610| PID    Reference Object                     Distance      Geod. Az  |
 NP0610|                                                           dddmmss.s |
 NP0610| NP0580 GORDON MUNICIPAL TANK               APPROX. 7.1 KM 0645648.2 |
 NP0610| CQ3880 HAM RM 2                             13.893 METERS 17634     |
 NP0610| CQ3879 HAM RM 1                             13.630 METERS 26849     |
 NP0610|---------------------------------------------------------------------|
 NP0610
 NP0610                          SUPERSEDED SURVEY CONTROL
 NP0610
 NP0610  NAD 83(1993)-  42 46 36.72790(N)    102 17 12.11802(W) AD(       ) 2
 NP0610  NAD 83(1986)-  42 46 36.72668(N)    102 17 12.11683(W) AD(       ) 2
 NP0610  NAD 27      -  42 46 36.73385(N)    102 17 10.52725(W) AD(       ) 2
 NP0610  NGVD 29 (07/19/86) 1149.7    (m)         3772.     (f) VERT ANG       
 NP0610
 NP0610.Superseded values are not recommended for survey control.
 NP0610
 NP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0610.See file dsdata.pdf to determine how the superseded data were derived.
 NP0610
 NP0610_MARKER: DD = SURVEY DISK
 NP0610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0610+WITH SETTING: INFORMATION.
 NP0610_STAMPING: HAM ET 1968
 NP0610_MARK LOGO: USGS
 NP0610_PROJECTION: FLUSH
 NP0610_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0610
 NP0610  HISTORY     - Date     Condition        Report By
 NP0610  HISTORY     - 1968     MONUMENTED       USGS
 NP0610
 NP0610                          STATION DESCRIPTION
 NP0610
 NP0610'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0610'STATION IS 2.0 MI S. AND 4.0 MI W. OF VILLAGE OF GORDON, IN
 NP0610'SE. QUARTER SEC. 6, T. 32 N., R. 42 W., ON PROPERTY OWNED
 NP0610'BY CLYDE HAMPTON.  ON TOP HIGH RIDGE IN OPEN PASTURE ON N.
 NP0610'SIDE COUNTY RD.
 NP0610'
 NP0610'TO REACH FROM THE POST OFFICE AT GORDON, GO E. ON SECOND
 NP0610'STREET FOR 0.05 MI TO MAIN ST. (HWY. 27), TURN RIGHT (S.)
 NP0610'AND GO S. ALONG MAIN ST. (HWY. 27) FOR 0.3 MI TO JCT. HWY.
 NP0610'27 AND HWY. 20, TURN RIGHT (W.) AND GO ALONG HWY. 20 FOR 4.4
 NP0610'MI TO A CROSSROADS, TURN LEFT (S.) AND GO 0.8 MI TO A CROSSROADS.
 NP0610'TURN RIGHT (W.) AND GO 0.35 MI TO PRIVATE DRIVE OF CLYDE
 NP0610'HAMPTON ON LEFT (S.) AND FIELD ENTRANCE ON RIGHT (N.), TURN
 NP0610'RIGHT AND PASS THROUGH WIRE FENCE GATE AND GO EASTWARD ACROSS
 NP0610'OPEN PASTURE FOR 0.2 MI TO TOP RIDGE AND STATION.
 NP0610'
 NP0610'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0610'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG,
 NP0610'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HAM
 NP0610'1968, 370 FT NORTHWARD FROM FENCE AND USGS WITNESS POST, MARK
 NP0610'IS FLUSH WITH GROUND.
 NP0610'
 NP0610'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0610'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 NP0610'LONG, FILLED WITH GRAVEL TO 1 IN. OF CAP, W. OF THE STATION,
 NP0610'44.72 FT, 13.630 METERS, STAMPED HAM NO 1 1968, FLUSH WITH
 NP0610'GROUND.
 NP0610'
 NP0610'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0610'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 NP0610'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, S. OF THE
 NP0610'STATION, 45.58 FT, 13.893 METERS.  STAMPED HAM NO 2 1968,
 NP0610'FLUSH WITH GROUND.
 NP0610'
 NP0610'AZIMUTH MARK - NONE SET.
 NP0610'
 NP0610'REFERENCE AZIMUTH OBSERVED TO GORDON MWT ENE. APPROX. 4.5 MI.
 NP0610'
 NP0610'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1980 ***********************************************************************
 MK1980  DESIGNATION -  HAMILTON
 MK1980  PID         -  MK1980
 MK1980  STATE/COUNTY-  NE/DOUGLAS
 MK1980  COUNTRY     -  US
 MK1980  USGS QUAD   -  IRVINGTON (2017)
 MK1980
 MK1980                         *CURRENT SURVEY CONTROL
 MK1980  ______________________________________________________________________
 MK1980* NAD 83(1995) POSITION- 41 20 36.35909(N) 096 01 28.08244(W)   ADJUSTED
 MK1980* NAVD 88 ORTHO HEIGHT -   398.    (meters)     1306.    (feet) SCALED
 MK1980  ______________________________________________________________________
 MK1980  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 MK1980  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 MK1980  HORZ ORDER      -  FIRST
 MK1980
 MK1980.The horizontal coordinates were established by classical geodetic methods
 MK1980.and adjusted by the National Geodetic Survey in August 1997.
 MK1980
 MK1980.The orthometric height was scaled from a topographic map.
 MK1980
 MK1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1980.GEOID18 height accuracy estimate available here.
 MK1980
 MK1980.Click photographs - Photos may exist for this station.
 MK1980
 MK1980.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1980
 MK1980. The following values were computed from the NAD 83(1995) position.
 MK1980
 MK1980;                    North         East     Units Scale Factor Converg.
 MK1980;SPC NE       -   175,305.415   832,510.510   MT  0.99966259   +2 38 04.5
 MK1980;SPC NE       -   575,147.85  2,731,328.23   sFT  0.99966259   +2 38 04.5
 MK1980;UTM  14      - 4,581,154.879   748,957.851   MT  1.00036284   +1 57 59.6
 MK1980;UTM  15      - 4,581,296.637   246,947.380   MT  1.00038815   -1 59 56.2
 MK1980
 MK1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1980!SPC NE       -   0.99994193  x   0.99966259  =   0.99960454
 MK1980!UTM  14      -   0.99994193  x   1.00036284  =   1.00030475
 MK1980!UTM  15      -   0.99994193  x   1.00038815  =   1.00033006
 MK1980
 MK1980:                Primary Azimuth Mark                     Grid Az
 MK1980:SPC NE       -  VOSS                                     318 45 02.3
 MK1980:UTM  14      -  VOSS                                     319 25 07.2
 MK1980:UTM  15      -  VOSS                                     323 23 03.0
 MK1980
 MK1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4895781154(NAD 83)
 MK1980
 MK1980|---------------------------------------------------------------------|
 MK1980| PID    Reference Object                     Distance      Geod. Az  |
 MK1980|                                                           dddmmss.s |
 MK1980| CL6601 HAMILTON RM 1                       144.560 METERS 07731     |
 MK1980| MJ1250 AIRWAY BEACON 0                     APPROX.16.2 KM 1115729.9 |
 MK1980| CL6600 HAMILTON AZ MK                                     1770336.5 |
 MK1980| CL6602 HAMILTON RM 2                       150.340 METERS 18124     |
 MK1980| MK0520 VOSS                                APPROX.13.6 KM 3212306.8 |
 MK1980|---------------------------------------------------------------------|
 MK1980
 MK1980                          SUPERSEDED SURVEY CONTROL
 MK1980
 MK1980  NAD 83(1986)-  41 20 36.36622(N)    096 01 28.08287(W) AD(       ) 1
 MK1980  NAD 27      -  41 20 36.37500(N)    096 01 27.02600(W) AD(       ) 1
 MK1980
 MK1980.Superseded values are not recommended for survey control.
 MK1980
 MK1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1980.See file dsdata.pdf to determine how the superseded data were derived.
 MK1980
 MK1980_MARKER: DS = TRIANGULATION STATION DISK
 MK1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1980_STAMPING: HAMILTON 1934
 MK1980_MARK LOGO: CGS
 MK1980_PROJECTION: RECESSED 30 CENTIMETERS
 MK1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1980+STABILITY: SURFACE MOTION
 MK1980
 MK1980  HISTORY     - Date     Condition        Report By
 MK1980  HISTORY     - 1934     MONUMENTED       CGS
 MK1980  HISTORY     - 1957     GOOD             CGS
 MK1980
 MK1980                          STATION DESCRIPTION
 MK1980
 MK1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1980'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF DOWNTOWN OMAHA,
 MK1980'IN SOUTHEAST CORNER OF NORTHEAST QUARTER OF SEC. 23, T. 16 N.,
 MK1980'R. 12 E., ON LAND OWNED BY DR. H.P. HAMILTON, WHO LIVES IN
 MK1980'OMAHA.  IT IS IN A PASTURE 20 FEET EAST OF NORTH-SOUTH FENCE
 MK1980'LINE WHICH SEPARATES CORN FIELD FROM PASTURE AND IS 12 INCHES
 MK1980'UNDERGROUND.
 MK1980'
 MK1980'TO REACH FROM POST OFFICE IN BENSON, A SUBURB OF OMAHA, GO WEST
 MK1980'AND NORTH ON STATE HIGHWAY 8 FOR 1.2 MILES TO INTERSECTION WITH
 MK1980'SEVENTY-SECOND STREET, THENCE NORTH ON SEVENTY-SECOND STREET 3.0
 MK1980'MILES TO A NARROW LANE BETWEEN CORN FIELD AND PASTURE WHICH LEADS
 MK1980'WEST UNDER A DOUBLE-POLE TRANSMISSION LINE, FOLLOW LANE WEST
 MK1980'ABOUT 175 FEET TO FENCE, THENCE NORTH ALONG FENCE 165 FEET TO
 MK1980'STATION.
 MK1980'
 MK1980'REFERENCE MARK NO. 1 IS SET 44.560 METERS (146.20
 MK1980'FEET) EAST OF STATION, 31 FEET WEST OF CENTERLINE OF SEVENTY-SECOND
 MK1980'STREET AND 3 FEET WEST OF WEST RIGHT-OF-WAY FENCE.
 MK1980'
 MK1980'REFERENCE MARK NO. 2 IS SET 50.340 METERS (165.17
 MK1980'FEET) SOUTH OF STATION, 2 FEET EAST OF FENCE CORNER, JUST
 MK1980'OUTSIDE FENCE LINE AND 5 FEET NORTH OF CENTERLINE OF LANE LEADING
 MK1980'TO STATION.
 MK1980'
 MK1980'AZIMUTH MARK IS 0.7 MILE SOUTH OF LANE LEADING TO
 MK1980'STATION, ALONG SEVENTY-SECOND STREET, 30 FEET WEST OF CENTERLINE
 MK1980'OF PAVEMENT, 2 FEET EAST OF BARBED WIRE FENCE AND ON TOP OF 4-FOOT
 MK1980'BANK.
 MK1980'
 MK1980'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 MK1980
 MK1980                          STATION RECOVERY (1957)
 MK1980
 MK1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GFM)
 MK1980'STATION RECOVERED AS DESCRIBED.
 MK1980'
 MK1980'UNABLE TO FIND AZIMUTH MARK, BELIEVED DESTROYED.  THERE HAS BEEN
 MK1980'SOME LAND LEVELING IN THIS AREA AND A HOUSE BUILT.  NEW RESIDENTS
 MK1980'COULD NOT REMEMBER EVER SEEING MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0961 ***********************************************************************
 LG0961  DESIGNATION -  HAMILTON RESET
 LG0961  PID         -  LG0961
 LG0961  STATE/COUNTY-  NE/HAMILTON
 LG0961  COUNTRY     -  US
 LG0961  USGS QUAD   -  HAMPTON (2017)
 LG0961
 LG0961                         *CURRENT SURVEY CONTROL
 LG0961  ______________________________________________________________________
 LG0961* NAD 83(1995) POSITION- 40 55 50.53525(N) 097 57 37.84918(W)   ADJUSTED
 LG0961* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 LG0961  ______________________________________________________________________
 LG0961  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 LG0961  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 LG0961  HORZ ORDER      -  SECOND
 LG0961
 LG0961.The horizontal coordinates were established by classical geodetic methods
 LG0961.and adjusted by the National Geodetic Survey in August 1997.
 LG0961
 LG0961.The orthometric height was scaled from a topographic map.
 LG0961
 LG0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0961.GEOID18 height accuracy estimate available here.
 LG0961
 LG0961.Click photographs - Photos may exist for this station.
 LG0961
 LG0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0961
 LG0961. The following values were computed from the NAD 83(1995) position.
 LG0961
 LG0961;                    North         East     Units Scale Factor Converg.
 LG0961;SPC NE       -   123,862.983   671,706.174   MT  0.99970863   +1 21 05.6
 LG0961;SPC NE       -   406,373.80  2,203,756.01   sFT  0.99970863   +1 21 05.6
 LG0961;UTM  14      - 4,531,584.749   587,514.578   MT  0.99969426   +0 40 51.8
 LG0961
 LG0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0961!SPC NE       -   0.99991787  x   0.99970863  =   0.99962653
 LG0961!UTM  14      -   0.99991787  x   0.99969426  =   0.99961216
 LG0961
 LG0961:                Primary Azimuth Mark                     Grid Az
 LG0961:SPC NE       -  HAMILTON AZ MK                           172 23 23.6
 LG0961:UTM  14      -  HAMILTON AZ MK                           173 03 37.4
 LG0961
 LG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8751431584(NAD 83)
 LG0961
 LG0961|---------------------------------------------------------------------|
 LG0961| PID    Reference Object                     Distance      Geod. Az  |
 LG0961|                                                           dddmmss.s |
 LG0961| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX.17.8 KM 0200822.6 |
 LG0961| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.17.6 KM 0202030.1 |
 LG0961| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX. 9.7 KM 1000430.3 |
 LG0961| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.18.8 KM 1060542.8 |
 LG0961| LG0959 HAMPTON ST PETERS LUTHERAN CH       APPROX. 8.1 KM 1290810.9 |
 LG0961| CN8706 HAMILTON RM 1                        30.013 METERS 12939     |
 LG0961| LG0954 HENDERSON MUNICIPAL STANDPIPE       APPROX.20.9 KM 1432646.4 |
 LG0961| CN8705 HAMILTON AZ MK                                     1734429.2 |
 LG0961| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX. 8.0 KM 2053702.9 |
 LG0961| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX. 7.8 KM 2064333.7 |
 LG0961| CN8707 HAMILTON RM 2                        31.272 METERS 27100     |
 LG0961| ML1071 MARQUETTE MUNICIPAL TANK            APPROX. 9.3 KM 3331120.7 |
 LG0961|---------------------------------------------------------------------|
 LG0961
 LG0961                          SUPERSEDED SURVEY CONTROL
 LG0961
 LG0961  NAD 83(1986)-  40 55 50.54340(N)    097 57 37.85097(W) AD(       ) 2
 LG0961  NAD 27      -  40 55 50.49400(N)    097 57 36.64700(W) AD(       ) 2
 LG0961
 LG0961.Superseded values are not recommended for survey control.
 LG0961
 LG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0961.See file dsdata.pdf to determine how the superseded data were derived.
 LG0961
 LG0961_MARKER: DS = TRIANGULATION STATION DISK
 LG0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0961_STAMPING: HAMILTON 1950
 LG0961_MARK LOGO: CGS
 LG0961_PROJECTION: FLUSH
 LG0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0961+STABILITY: SURFACE MOTION
 LG0961
 LG0961  HISTORY     - Date     Condition        Report By
 LG0961  HISTORY     - 1950     MONUMENTED       CGS
 LG0961  HISTORY     - 1961     MARK NOT FOUND   CGS
 LG0961  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LG0961
 LG0961                          STATION DESCRIPTION
 LG0961
 LG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0961'THE STATION IS LOCATED ABOUT 4 MILES SOUTH AND 1-3/4 MILES EAST OF
 LG0961'MARQUETTE AND 5 MILES NORTHEAST OF AURORA, ON THE NORTH SIDE OF
 LG0961'THE ROAD ABOUT 150 FEET WEST OF A CROSSROADS.  IT IS 43 FEET WEST
 LG0961'OF A TELEPHONE POLE, 32 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 LG0961'ROAD AND 27 FEET WEST OF A 2 FOOT COTTON WOOD TREE WITH A
 LG0961'TRIANGLE BLAZE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LG0961'DISK IS STAMPED HAMILTON 1950.
 LG0961'
 LG0961'REFERENCE MARK NO. 1 IS 105 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LG0961'ROAD, 72 FEET WEST OF A POWERLINE POLE, 32 FEET SOUTH OF THE
 LG0961'CENTERLINE OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE
 LG0961'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAMILTON NO 1
 LG0961'1950.
 LG0961'
 LG0961'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 LG0961'ROAD AND 15 FEET EAST OF 2 FOOT COTTON WOOD TREE.  THE MARK PROJECTS
 LG0961'ABOUT 4 INCHES AND THE DISK IS STAMPED HAMILTON NO 2 1950.
 LG0961'
 LG0961'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 4
 LG0961'FEET NORTH NORTHWEST OF A POWERLINE POLE AND 2.5 FEET NORTH
 LG0961'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 LG0961'INCHES AND THE DISK IS STAMPED HAMILTON 1950.
 LG0961'
 LG0961'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0961'MARQUETTE, GO EAST ON THE MAIN STREET FOR 0.05 MILE TO A CROSS
 LG0961'STREETS.  TURN RIGHT (SOUTH) FOR 0.25 MILE TO A T-ROAD.  TURN LEFT
 LG0961'(EAST) AND FOLLOW GRAVEL ROAD FOR 0.6 MILE TO STATE ROUTE 14.
 LG0961'TURN RIGHT (SOUTH) ON STATE ROUTE 14 AND GO 4.0 MILES TO A
 LG0961'CROSSROADS.  TURN LEFT (EAST) AND FOLLOW DIRT ROAD FOR 1.85 MILES
 LG0961'TO STATION ON NORTH SIDE OF ROAD AS DESCRIBED.
 LG0961'
 LG0961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE
 LG0961'TO A CROSSROADS.  TURN RIGHT (SOUTH) AND GO 0.25 MILE TO MARK ON
 LG0961'WEST SIDE OF ROAD AS DESCRIBED.
 LG0961'
 LG0961'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0961
 LG0961                          STATION RECOVERY (1961)
 LG0961
 LG0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LG0961'STATION WAS SEARCHED AND DUG FOR BUT NOT RECOVERED.  R.M.S FOUND
 LG0961'IN GOOD CONDITION.
 LG0961
 LG0961                          STATION RECOVERY (1963)
 LG0961
 LG0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0961'THIS STATION MARK HAD BEEN DISPLACED, BOTH REFERENCE MARKS HAD BEEN
 LG0961'HIT BY ROAD MACHINERY,BUT THEY WERE STILL LOCATED IN THEIR
 LG0961'APPROXIMATE ORIGINAL POSITION.  THE UNDERGROUND STATION MARK WAS
 LG0961'FOUND IN PLACE.  IT WAS LOWERED AND A SURFACE MARK WAS ESTABLISHED
 LG0961'OVER IT.  THE REFERENCE MARKS AND THE AZIMUTH MARK WERE LEFT IN
 LG0961'PLACE. THE TALL ELEVATOR LISTED ABOVE OBSTRUCTS THE LINE OF SIGHT TO
 LG0961'THE MARQUETTE, MUNI., WATER TANK.  A COMPLETE DESCRIPTION
 LG0961'FOLLOWS.
 LG0961'
 LG0961'STATION IS LOCATED ABOUT 5 AND 1/2 MILES NORTH-NORTHEAST OF THE TOWN
 LG0961'OF AURORA AND 4 AND 1/2 MILES SOUTH-SOUTHEAST OF MARQUETTE IN THE
 LG0961'SOUTHEAST CORNER OF SEC. 2, T 11 N., R 6 W. ON THE NORTH SIDE OF A
 LG0961'ROAD ABOUT 200 FEET WEST OF A CROSSROADS, 249 FEET WEST OF AN
 LG0961'IRRIGATION WELL, 185 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG0961'GRAVEL ROAD, 44 FEET WEST OF A TELEPHONE POLE, 31 FEET NORTH OF THE
 LG0961'CENTER OF GRAVEL ROAD, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST
 LG0961'WITH SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG0961'HAMILTON 1950.
 LG0961'
 LG0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LG0961'HIGHWAY 14 AT THE NORTHEAST EDGE OF THE TOWN OF AURORA, GO NORTH
 LG0961'ON STATE HIGHWAY 14 FOR 5.0 MILES TO A CROSSROADS.  TURN RIGHT AND
 LG0961'GO EAST ON A GRAVEL ROAD FOR 1.95 MILES TO THE STATION ON THE LEFT
 LG0961'AS DESCRIBED.
 LG0961'
 LG0961'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 105 FEET WEST OF
 LG0961'THE CENTER OF NORTH-SOUTH GRAVEL ROAD, 72 FEET WEST OF A POWER POLE,
 LG0961'AND 32 FEET SOUTH OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS
 LG0961'4 INCHES AND THE DISK IS STAMPED HAMILTON NO 1 1950.
 LG0961'
 LG0961'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 45 FEET EAST OF A
 LG0961'TELEPHONE POLE, AND 33 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 LG0961'GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0961'HAMILTON NO 2 1950.
 LG0961'
 LG0961'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, ABOUT 100 FEET SOUTH
 LG0961'OF A FIELD ENTRANCE ON THE EAST SIDE OF ROAD, 35 FEET WEST OF THE
 LG0961'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 4 FEET NORTH OF THE 6TH
 LG0961'POWER POLE SOUTH OF CROSSROADS, AND 1 FOOT NORTH OF A NEW STEEL
 LG0961'WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG0961'IS STAMPED HAMILTON 1950.
 LG0961'
 LG0961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE
 LG0961'TO CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE AZIMUTH
 LG0961'MARK ON THE RIGHT AS DESCRIBED.
 LG0961'
 LG0961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0696 ***********************************************************************
 NP0696  DESIGNATION -  HAMMOND
 NP0696  PID         -  NP0696
 NP0696  STATE/COUNTY-  NE/DAWES
 NP0696  COUNTRY     -  US
 NP0696  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0696
 NP0696                         *CURRENT SURVEY CONTROL
 NP0696  ______________________________________________________________________
 NP0696* NAD 83(1996) POSITION- 42 51 35.88150(N) 103 12 27.34210(W)   ADJUSTED
 NP0696* NAVD 88 ORTHO HEIGHT -  1083.    (meters)     3553.    (feet) SCALED
 NP0696  ______________________________________________________________________
 NP0696  GEOID HEIGHT    -        -17.734 (meters)                     GEOID18
 NP0696  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 NP0696  HORZ ORDER      -  FIRST
 NP0696
 NP0696.The horizontal coordinates were established by classical geodetic methods
 NP0696.and adjusted by the National Geodetic Survey in January 1998.
 NP0696
 NP0696.The orthometric height was scaled from a topographic map.
 NP0696
 NP0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0696.GEOID18 height accuracy estimate available here.
 NP0696
 NP0696.Click photographs - Photos may exist for this station.
 NP0696
 NP0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0696
 NP0696. The following values were computed from the NAD 83(1996) position.
 NP0696
 NP0696;                    North         East     Units Scale Factor Converg.
 NP0696;SPC NE       -   340,927.161   237,932.601   MT  0.99993878   -2 07 32.4
 NP0696;SPC NE       - 1,118,525.19    780,617.21   sFT  0.99993878   -2 07 32.4
 NP0696;UTM  13      - 4,746,822.784   646,429.132   MT  0.99986379   +1 13 09.9
 NP0696
 NP0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0696!SPC NE       -   0.99983303  x   0.99993878  =   0.99977183
 NP0696!UTM  13      -   0.99983303  x   0.99986379  =   0.99969685
 NP0696
 NP0696:                Primary Azimuth Mark                     Grid Az
 NP0696:SPC NE       -  HAMMOND AZ MK                            181 09 50.5
 NP0696:UTM  13      -  HAMMOND AZ MK                            177 49 08.2
 NP0696
 NP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4642946822(NAD 83)
 NP0696
 NP0696|---------------------------------------------------------------------|
 NP0696| PID    Reference Object                     Distance      Geod. Az  |
 NP0696|                                                           dddmmss.s |
 NP0696| CQ3882 HAMMOND RM 1                         18.481 METERS 00335     |
 NP0696| CQ3883 HAMMOND RM 2                         17.918 METERS 17440     |
 NP0696| CQ3881 HAMMOND AZ MK                                      1790218.1 |
 NP0696| NP0704 WHITNEY MUNICIPAL TANK              APPROX. 9.7 KM 2042649.0 |
 NP0696| NP0702 CRAWFORD PUBLIC SCHOOL STACK        APPROX.25.8 KM 2192115.4 |
 NP0696|---------------------------------------------------------------------|
 NP0696
 NP0696                          SUPERSEDED SURVEY CONTROL
 NP0696
 NP0696  NAD 83(1995)-  42 51 35.88146(N)    103 12 27.34202(W) AD(       ) 1
 NP0696  NAD 83(1993)-  42 51 35.88022(N)    103 12 27.34182(W) AD(       ) 1
 NP0696  NAD 83(1986)-  42 51 35.86485(N)    103 12 27.32840(W) AD(       ) 1
 NP0696  NAD 27      -  42 51 35.96100(N)    103 12 25.63900(W) AD(       ) 1
 NP0696
 NP0696.Superseded values are not recommended for survey control.
 NP0696
 NP0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0696.See file dsdata.pdf to determine how the superseded data were derived.
 NP0696
 NP0696_MARKER: DS = TRIANGULATION STATION DISK
 NP0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0696_STAMPING: HAMMOND 1941
 NP0696_MARK LOGO: CGS
 NP0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0696+STABILITY: SURFACE MOTION
 NP0696
 NP0696  HISTORY     - Date     Condition        Report By
 NP0696  HISTORY     - 1941     MONUMENTED       CGS
 NP0696
 NP0696                          STATION DESCRIPTION
 NP0696
 NP0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0696'STATION IS ABOUT 5-3/4 MILES NNE OF WHITNEY, 0.8 MILE N OF THE
 NP0696'J.T. HAMMOND FARMHOUSE ON HIS PROPERTY, ON THE HIGHEST PART
 NP0696'OF A BARE FLAT-TOPPED HILL AND ON THE SECTION-LINE BETWEEN
 NP0696'SEC. 3 AND 4, T. 33 N, R. 50 W.  IT IS 4.5 FEET W OF A N-S
 NP0696'WIRE FENCE AND 8 FEET SW OF A WHITE REFERENCE POST.  IT IS
 NP0696'STAMPED HAMMOND 1941 AND PROJECTS 8 INCHES.
 NP0696'
 NP0696'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0696'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 NP0696'
 NP0696'REFERENCE MARK NO. 1 IS 1 FOOT W OF THE N-S WIRE FENCE.  IT IS
 NP0696'STAMPED HAMMOND NO. 1 1941 AND PROJECTS 6 INCHES.
 NP0696'
 NP0696'REFERENCE MARK NO. 2 IS 1 FOOT W OF THE N-S FENCE, AND IS STAMPED
 NP0696'HAMMOND NO. 2 1941 AND PROJECTS 6 INCHES.
 NP0696'
 NP0696'THE AZIMUTH MARK IS IN THE NW CORNER OF A RURAL SCHOOL GROUNDS,
 NP0696'80 FEET NW OF THE NW CORNER OF THE SCHOOL BUILDING, 40 FEET
 NP0696'E OF THE CENTER LINE OF THE N-S TRACK ROAD TO THE STATION AND
 NP0696'7.5 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED HAMMOND 1941
 NP0696'AND PROJECTS 6 INCHES.
 NP0696'
 NP0696'TO REACH THE STATION FROM WHITNEY GO N FROM THE POST OFFICE
 NP0696'FOR 1.0 MILE AND TURN LEFT (W), GO 0.5 MILE AND TURN RIGHT (N),
 NP0696'GO 3.0 MILES AND TURN RIGHT (E) GO 3.0 MILES AND TURN LEFT (N)
 NP0696'ON THE W SIDE OF A RURAL SCHOOLHOUSE (THE AZIMUTH MARK IS ON THE
 NP0696'SCHOOL GROUNDS), GO 0.5 MILE AND PASS THROUGH A GATE AT A
 NP0696'FARMHOUSE, CONTINUE N ALONG THE E SIDE OF A N-S FENCE FOR 0.8 MILE
 NP0696'TO A POINT OPPOSITE THE STATION ON THE W SIDE OF THE FENCE.
 NP0696'
 NP0696'4-FOOT SIGNALS AT CARLSON, WOLF, EGAN, DAVIS, AND ISINGLASS
 NP0696'AND A 37-FOOT SIGNAL AT WAYSIDE ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0960 ***********************************************************************
 LG0960  DESIGNATION -  HAMPTON COOP
 LG0960  PID         -  LG0960
 LG0960  STATE/COUNTY-  NE/HAMILTON
 LG0960  COUNTRY     -  US
 LG0960  USGS QUAD   -  HAMPTON (2017)
 LG0960
 LG0960                         *CURRENT SURVEY CONTROL
 LG0960  ______________________________________________________________________
 LG0960* NAD 83(1995) POSITION- 40 52 41.10295(N) 097 53 07.71120(W)   ADJUSTED
 LG0960* NAVD 88 ORTHO HEIGHT -   587.57  (+/-2cm)     1927.7   (feet) VERTCON
 LG0960  ______________________________________________________________________
 LG0960  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 LG0960  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 LG0960  HORZ ORDER      -  SECOND
 LG0960  VERT ORDER      -  THIRD ? (See Below)
 LG0960
 LG0960.The horizontal coordinates were established by classical geodetic methods
 LG0960.and adjusted by the National Geodetic Survey in August 1997.
 LG0960
 LG0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0960
 LG0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0960.GEOID18 height accuracy estimate available here.
 LG0960
 LG0960.The vertical order pertains to the NGVD 29 superseded value.
 LG0960
 LG0960.Click photographs - Photos may exist for this station.
 LG0960
 LG0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0960
 LG0960. The following values were computed from the NAD 83(1995) position.
 LG0960
 LG0960;                    North         East     Units Scale Factor Converg.
 LG0960;SPC NE       -   118,174.603   678,165.341   MT  0.99971819   +1 24 04.6
 LG0960;SPC NE       -   387,711.18  2,224,947.46   sFT  0.99971819   +1 24 04.6
 LG0960;UTM  14      - 4,525,821.168   593,906.594   MT  0.99970854   +0 43 46.0
 LG0960
 LG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0960!SPC NE       -   0.99991190  x   0.99971819  =   0.99963011
 LG0960!UTM  14      -   0.99991190  x   0.99970854  =   0.99962046
 LG0960
 LG0960:                Primary Azimuth Mark                     Grid Az
 LG0960:SPC NE       -  DOWD 14                                  233 11 19.3
 LG0960:UTM  14      -  DOWD 14                                  233 51 37.9
 LG0960
 LG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9390625821(NAD 83)
 LG0960
 LG0960|---------------------------------------------------------------------|
 LG0960| PID    Reference Object                     Distance      Geod. Az  |
 LG0960|                                                           dddmmss.s |
 LG0960| LG0957 DOWD 14                             APPROX.11.5 KM 2343523.9 |
 LG0960|---------------------------------------------------------------------|
 LG0960
 LG0960                          SUPERSEDED SURVEY CONTROL
 LG0960
 LG0960  NAD 83(1986)-  40 52 41.11171(N)    097 53 07.71276(W) AD(       ) 2
 LG0960  NAD 27      -  40 52 41.07588(N)    097 53 06.53633(W) AD(       ) 2
 LG0960  NGVD 29             587.34   (m)         1927.0    (f) LEVELING    3  
 LG0960
 LG0960.Superseded values are not recommended for survey control.
 LG0960
 LG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0960.See file dsdata.pdf to determine how the superseded data were derived.
 LG0960
 LG0960_MARKER: DD = SURVEY DISK
 LG0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0960+STABILITY: SURFACE MOTION
 LG0960
 LG0960  HISTORY     - Date     Condition        Report By
 LG0960  HISTORY     - 1961     MONUMENTED       NEDR
 LG0960
 LG0960                          STATION DESCRIPTION
 LG0960
 LG0960'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0960'THE STATION IS LOCATED IN HAMPTON ON TOP OF THE HAMPTON CO-OP
 LG0960'ELEVATOR.  IT IS IN SEC. 33, T 11 N, R 5 W.
 LG0960'
 LG0960'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON GO SOUTH ABOUT
 LG0960'250 FEET ON MAIN STREET, TURN LEFT ON U.S. HIGHWAY 34 AND GO EAST
 LG0960'TO THE ELEVATOR AND THE STATION ON TOP OF THE ELEVATOR.  USE
 LG0960'THE SELF-OPERATED MAN-LIFT TO THE TOP FLOOR OF THE ELEVATOR AND
 LG0960'CLIMB TO THE ROOF BY MEANS OF THE LADDER MOUNTED TO THE INSIDE
 LG0960'WALL OF THE ELEVATOR.  THE STATION IS LOCATED IN THE SOUTH HALF
 LG0960'OF THE ROOF OF THE ELEVATOR.
 LG0960'
 LG0960'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0960'STAMPED HAMPTON CO-OP 1961 SET IN THE TOP OF A 10 INCH SQUARE
 LG0960'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE ROOF
 LG0960'OF THE ELEVATOR.
 LG0960'
 LG0960'THERE ARE NO REFERENCE MARKS.
 LG0960'
 LG0960'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0959 ***********************************************************************
 LG0959  DESIGNATION -  HAMPTON ST PETERS LUTHERAN CH
 LG0959  PID         -  LG0959
 LG0959  STATE/COUNTY-  NE/HAMILTON
 LG0959  COUNTRY     -  US
 LG0959  USGS QUAD   -  HAMPTON (2017)
 LG0959
 LG0959                         *CURRENT SURVEY CONTROL
 LG0959  ______________________________________________________________________
 LG0959* NAD 83(1995) POSITION- 40 53 05.39201(N) 097 53 10.58083(W)   ADJUSTED
 LG0959  ______________________________________________________________________
 LG0959  GEOID HEIGHT    -        -25.867 (meters)                     GEOID18
 LG0959  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 LG0959  HORZ ORDER      -  THIRD
 LG0959
 LG0959.The horizontal coordinates were established by classical geodetic methods
 LG0959.and adjusted by the National Geodetic Survey in August 1997.
 LG0959
 LG0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0959.GEOID18 height accuracy estimate available here.
 LG0959
 LG0959.Click photographs - Photos may exist for this station.
 LG0959
 LG0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0959
 LG0959. The following values were computed from the NAD 83(1995) position.
 LG0959
 LG0959;                    North         East     Units Scale Factor Converg.
 LG0959;SPC NE       -   118,921.786   678,079.880   MT  0.99971691   +1 24 02.7
 LG0959;SPC NE       -   390,162.56  2,224,667.07   sFT  0.99971691   +1 24 02.7
 LG0959;UTM  14      - 4,526,569.295   593,829.900   MT  0.99970836   +0 43 44.5
 LG0959
 LG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9382926569(NAD 83)
 LG0959
 LG0959                          SUPERSEDED SURVEY CONTROL
 LG0959
 LG0959  NAD 83(1986)-  40 53 05.39992(N)    097 53 10.58161(W) AD(       ) 3
 LG0959  NAD 27      -  40 53 05.36400(N)    097 53 09.40700(W) AD(       ) 3
 LG0959
 LG0959.Superseded values are not recommended for survey control.
 LG0959
 LG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0959.See file dsdata.pdf to determine how the superseded data were derived.
 LG0959
 LG0959_MARKER: 90 = CHURCH SPIRE
 LG0959
 LG0959  HISTORY     - Date     Condition        Report By
 LG0959  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0959
 LG0959                          STATION DESCRIPTION
 LG0959
 LG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0959'STATION IS LOCATED ON THE NORTH EDGE OF THE TOWN OF HAMPTON.
 LG0959'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, GO NORTH
 LG0959'FOR 0.35 MILE TO STATION ON LEFT.  THE STATION IS A WOODEN
 LG0959'BUILDING, PAINTED WHITE, WITH A SPIRE ON TOP OF THE BELFRY
 LG0959'APPROXIMATELY 70 FEET HIGH.
 LG0959'
 LG0959'THE POINT INTERSECTED WAS THE SPIRE ON TOP OF THE BELFRY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0480 ***********************************************************************
 MN0480  DESIGNATION -  HAND
 MN0480  PID         -  MN0480
 MN0480  STATE/COUNTY-  NE/CHEYENNE
 MN0480  COUNTRY     -  US
 MN0480  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0480
 MN0480                         *CURRENT SURVEY CONTROL
 MN0480  ______________________________________________________________________
 MN0480* NAD 83(1995) POSITION- 41 03 03.47038(N) 102 58 40.60506(W)   ADJUSTED
 MN0480* NAVD 88 ORTHO HEIGHT -  1312.    (meters)     4304.    (feet) SCALED
 MN0480  ______________________________________________________________________
 MN0480  GEOID HEIGHT    -        -19.728 (meters)                     GEOID18
 MN0480  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 MN0480  HORZ ORDER      -  SECOND
 MN0480
 MN0480.The horizontal coordinates were established by classical geodetic methods
 MN0480.and adjusted by the National Geodetic Survey in August 1997.
 MN0480
 MN0480.The orthometric height was scaled from a topographic map.
 MN0480
 MN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0480.GEOID18 height accuracy estimate available here.
 MN0480
 MN0480.Click photographs - Photos may exist for this station.
 MN0480
 MN0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0480
 MN0480. The following values were computed from the NAD 83(1995) position.
 MN0480
 MN0480;                    North         East     Units Scale Factor Converg.
 MN0480;SPC NE       -   139,498.797   249,770.181   MT  0.99968991   -1 58 24.5
 MN0480;SPC NE       -   457,672.30    819,454.34   sFT  0.99968991   -1 58 24.5
 MN0480;UTM  13      - 4,546,384.267   669,931.711   MT  0.99995541   +1 19 41.7
 MN0480
 MN0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0480!SPC NE       -   0.99979740  x   0.99968991  =   0.99948737
 MN0480!UTM  13      -   0.99979740  x   0.99995541  =   0.99975282
 MN0480
 MN0480:                Primary Azimuth Mark                     Grid Az
 MN0480:SPC NE       -  HAND AZ MK                               016 59 54.5
 MN0480:UTM  13      -  HAND AZ MK                               013 41 48.3
 MN0480
 MN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6993146384(NAD 83)
 MN0480
 MN0480|---------------------------------------------------------------------|
 MN0480| PID    Reference Object                     Distance      Geod. Az  |
 MN0480|                                                           dddmmss.s |
 MN0480| CP8168 HAND AZ MK                                         0150130.0 |
 MN0480| MN0481 SIDNEY COLLIER TV MAST              187.426 METERS 02432     |
 MN0480| CP8169 HAND RM 1                            24.509 METERS 03017     |
 MN0480| CP8170 HAND RM 2                            22.533 METERS 12238     |
 MN0480| MN0479 AIRPORT BCN SIDNEY MUN AIRPORT      APPROX. 5.9 KM 3544522.1 |
 MN0480|---------------------------------------------------------------------|
 MN0480
 MN0480                          SUPERSEDED SURVEY CONTROL
 MN0480
 MN0480  NAD 83(1993)-  41 03 03.47034(N)    102 58 40.60500(W) AD(       ) 2
 MN0480  NAD 83(1992)-  41 03 03.46425(N)    102 58 40.60457(W) AD(       ) 2
 MN0480  NAD 83(1986)-  41 03 03.46319(N)    102 58 40.60521(W) AD(       ) 2
 MN0480  NAD 27      -  41 03 03.51310(N)    102 58 38.88800(W) AD(       ) 2
 MN0480
 MN0480.Superseded values are not recommended for survey control.
 MN0480
 MN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0480.See file dsdata.pdf to determine how the superseded data were derived.
 MN0480
 MN0480_MARKER: DS = TRIANGULATION STATION DISK
 MN0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0480_STAMPING: HAND 1963
 MN0480_MARK LOGO: CGS
 MN0480_PROJECTION: FLUSH
 MN0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0480+STABILITY: SURFACE MOTION
 MN0480
 MN0480  HISTORY     - Date     Condition        Report By
 MN0480  HISTORY     - 1963     MONUMENTED       CGS
 MN0480
 MN0480                          STATION DESCRIPTION
 MN0480
 MN0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0480'THE STATION IS LOCATED 9-1/2 MILES NORTHEAST OF PEETZ, 6-3/4
 MN0480'MILES SOUTH OF SIDNEY, AND 4-3/4 MILES EAST OF LORENZO.  IT
 MN0480'IS IN PASTURE LAND OWNED BY LESTER HAND, AND IS ABOUT 600
 MN0480'FEET SOUTHWEST OF THE SIDNEY COMMUNITY TELEVISION MAST.
 MN0480'
 MN0480'TO REACH THE STATION FROM THE FRONT OF THE CHEYENNE COUNTY
 MN0480'COURTHOUSE ON 10TH AVENUE IN SIDNEY, GO SOUTH ON 10TH AVENUE
 MN0480'(WHICH JOINS 11TH AVENUE) FOR 2.1 MILES TO A FORK AND JUNCTION
 MN0480'WITH STATE HIGHWAY 19.  CONTINUE SOUTH ON STATE HIGHWAY 19
 MN0480'FOR 0.4 MILE TO A FORK ON A CURVE.  TAKE THE LEFT FORK AND
 MN0480'CONTINUE SOUTH ON GRAVELED ROAD FOR 3.2 MILES TO THE AZIMUTH
 MN0480'MARK ON THE RIGHT.  CONTINUE SOUTH 0.7 MILE TO TOP OF HILL
 MN0480'AND GATE INTO FIELD ON RIGHT.  TURN RIGHT AND GO WEST IN
 MN0480'PASTURE 0.2 MILE TO BASE OF TALL TV MAST.  TURN SOUTHWEST
 MN0480'AND GO ACROSS COUNTRY 0.1 MILE TO THE STATION.
 MN0480'
 MN0480'THE STATION MARK IS A STANDARD DISK STAMPED HAND 1963 CEMENTED
 MN0480'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0480'SURFACE OF THE GROUND.
 MN0480'
 MN0480'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAND NO
 MN0480'1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0480'PROJECTING 1 INCH ABOVE GROUND.  IT IS AT THE SAME ELEVATION
 MN0480'AS THE STATION MARK.
 MN0480'
 MN0480'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAND
 MN0480'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0480'PROJECTING 1 INCH ABOVE GROUND.  IT IS AT THE SAME ELEVATION
 MN0480'AS THE STATION.
 MN0480'
 MN0480'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAND 1963 CEMENTED
 MN0480'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES
 MN0480'ABOVE GROUND.  IT IS 37 FEET WEST OF THE CENTER OF A GRAVELED
 MN0480'ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN,
 MN0480'AND 1.2 FEET SOUTH OF A RAILROAD TIE FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1326 ***********************************************************************
 LH1326  DESIGNATION -  HANDY
 LH1326  PID         -  LH1326
 LH1326  STATE/COUNTY-  NE/PHELPS
 LH1326  COUNTRY     -  US
 LH1326  USGS QUAD   -  ELM CREEK SE (2017)
 LH1326
 LH1326                         *CURRENT SURVEY CONTROL
 LH1326  ______________________________________________________________________
 LH1326* NAD 83(1995) POSITION- 40 32 26.85580(N) 099 15 20.39009(W)   ADJUSTED
 LH1326* NAVD 88 ORTHO HEIGHT -   688.57  (+/-2cm)     2259.1   (feet) VERTCON
 LH1326  ______________________________________________________________________
 LH1326  GEOID HEIGHT    -        -24.789 (meters)                     GEOID18
 LH1326  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LH1326  HORZ ORDER      -  THIRD
 LH1326  VERT ORDER      -  THIRD ? (See Below)
 LH1326
 LH1326.The horizontal coordinates were established by classical geodetic methods
 LH1326.and adjusted by the National Geodetic Survey in August 1997.
 LH1326
 LH1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1326
 LH1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1326.GEOID18 height accuracy estimate available here.
 LH1326
 LH1326.The vertical order pertains to the NGVD 29 superseded value.
 LH1326
 LH1326.Click photographs - Photos may exist for this station.
 LH1326
 LH1326.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1326
 LH1326. The following values were computed from the NAD 83(1995) position.
 LH1326
 LH1326;                    North         East     Units Scale Factor Converg.
 LH1326;SPC NE       -    78,820.738   563,044.029   MT  0.99979918   +0 29 35.8
 LH1326;SPC NE       -   258,597.70  1,847,253.62   sFT  0.99979918   +0 29 35.8
 LH1326;UTM  14      - 4,487,814.192   478,349.727   MT  0.99960577   -0 09 58.2
 LH1326
 LH1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1326!SPC NE       -   0.99989588  x   0.99979918  =   0.99969509
 LH1326!UTM  14      -   0.99989588  x   0.99960577  =   0.99950170
 LH1326
 LH1326:                Primary Azimuth Mark                     Grid Az
 LH1326:SPC NE       -  HANDY AZ MK                              181 04 50.1
 LH1326:UTM  14      -  HANDY AZ MK                              181 44 24.1
 LH1326
 LH1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7834987814(NAD 83)
 LH1326
 LH1326|---------------------------------------------------------------------|
 LH1326| PID    Reference Object                     Distance      Geod. Az  |
 LH1326|                                                           dddmmss.s |
 LH1326| LH1349 AXTELL MUNICIPAL TANK               APPROX.13.0 KM 1220550.3 |
 LH1326| CN8708 HANDY AZ MK                                        1813425.9 |
 LH1326| CN8710 HANDY RM 2                           16.855 METERS 26953     |
 LH1326| CN8709 HANDY RM 1                           12.631 METERS 35829     |
 LH1326|---------------------------------------------------------------------|
 LH1326
 LH1326                          SUPERSEDED SURVEY CONTROL
 LH1326
 LH1326  NAD 83(1986)-  40 32 26.86167(N)    099 15 20.39148(W) AD(       ) 3
 LH1326  NAD 27      -  40 32 26.81900(N)    099 15 19.05200(W) AD(       ) 3
 LH1326  NGVD 29             688.30   (m)         2258.2    (f) LEVELING    3  
 LH1326
 LH1326.Superseded values are not recommended for survey control.
 LH1326
 LH1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1326.See file dsdata.pdf to determine how the superseded data were derived.
 LH1326
 LH1326_MARKER: DS = TRIANGULATION STATION DISK
 LH1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1326_STAMPING: HANDY 1951
 LH1326_MARK LOGO: CGS
 LH1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1326+STABILITY: SURFACE MOTION
 LH1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1326+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2007
 LH1326
 LH1326  HISTORY     - Date     Condition        Report By
 LH1326  HISTORY     - 1951     MONUMENTED       CGS
 LH1326  HISTORY     - 1968     GOOD             CGS
 LH1326  HISTORY     - 20070319 GOOD             INDIV
 LH1326
 LH1326                          STATION DESCRIPTION
 LH1326
 LH1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1326'THE STATION IS LOCATED ON A GRAVELED ROAD RIGHT-OF-WAY,
 LH1326'12 MILES NORTHEAST OF HOLDREGE, 8 MILES NORTHWEST OF AXTELL
 LH1326'AND 5.5 MILES NORTH OF FUNK.  IT IS 28 FEET EAST OF THE CENTER OF
 LH1326'A NORTH-SOUTH GRAVELED ROAD, 26 FEET NORTH OF A POWER
 LH1326'LINE POLE AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 LH1326'IT IS STAMPED HANDY 1951 AND PROJECTS 2 INCHES.
 LH1326'
 LH1326'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF A
 LH1326'NORTH-SOUTH GRAVELED ROAD AND 2 FEET WEST OF A NORTH-SOUTH
 LH1326'FENCE LINE.  IT IS STAMPED HANDY NO 1 1951 AND PROJECTS 3 INCHES.
 LH1326'
 LH1326'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF A
 LH1326'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1326'FENCE LINE.  IT IS STAMPED HANDY NO 2 1951 AND PROJECTS 2 INCHES.
 LH1326'
 LH1326'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LH1326'MARK NO. 2 IS 68.3 FEET.
 LH1326'
 LH1326'THE AZIMUTH MARK IS LOCATED 38 FEET WEST OF THE CENTER OF A
 LH1326'NORTH-SOUTH GRAVELED ROAD AND 2 FEET NORTH OF A TELEPHONE
 LH1326'POLE.  IT IS STAMPED HANDY 1951 AND IS SET FLUSH.
 LH1326'
 LH1326'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO
 LH1326'SOUTH ON A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAYS
 LH1326'34 AND 6, TURN LEFT AND GO EAST AND NORTHEAST ON U.S.
 LH1326'HIGHWAYS 34 AND 6 FOR 2.65 MILES TO A CROSSROAD.  TURN LEFT AND GO
 LH1326'NORTH ON A GRAVELED ROAD FOR 5.4 MILES TO A CROSSROAD, TURN
 LH1326'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 3.55 MILES TO A
 LH1326'STOP SIGN AT A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 LH1326'GRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT
 LH1326'AS DESCRIBED.  CONTINUE NORTH FOR 0.45 MILE TO A CROSSROAD,
 LH1326'CONTINUE NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT
 LH1326'AS DESCRIBED.
 LH1326
 LH1326                          STATION RECOVERY (1968)
 LH1326
 LH1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1326'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LH1326'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1326'AZIMUTH MARK WAS FOUND EXPOSED AND THE MARK WAS LOWERED VERTICALLY
 LH1326'IN PLACE, AND THE DISK WAS STAMPED HANDY 1951 1968 AND PROJECTS 4
 LH1326'INCHES.  DUE TO ADVERSE WEATHER CONDITIONS, OBSERVATIONS WERE NOT
 LH1326'TAKEN.  THE 1951 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LH1326'
 LH1326'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LH1326'
 LH1326'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LH1326'
 LH1326'NOTE--THIS STATION MIGHT HAVE TO BE MOVED IN THE NEAR FUTURE IF AN
 LH1326'OIL COAT IS PUT ON THE ROAD.
 LH1326'
 LH1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MILES
 LH1326'NORTH OF FUNK.
 LH1326
 LH1326                          STATION RECOVERY (2007)
 LH1326
 LH1326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CLB)
 LH1326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0442 ***********************************************************************
 MM0442  DESIGNATION -  HANEY
 MM0442  PID         -  MM0442
 MM0442  STATE/COUNTY-  NE/HOOKER
 MM0442  COUNTRY     -  US
 MM0442  USGS QUAD   -  DISMAL RIVER RANCH SW (2017)
 MM0442
 MM0442                         *CURRENT SURVEY CONTROL
 MM0442  ______________________________________________________________________
 MM0442* NAD 83(1995) POSITION- 41 45 48.50399(N) 101 11 17.25200(W)   ADJUSTED
 MM0442* NAVD 88 ORTHO HEIGHT -  1129.5   (meters)     3706.    (feet) VERTCON
 MM0442  ______________________________________________________________________
 MM0442  GEOID HEIGHT    -        -20.781 (meters)                     GEOID18
 MM0442  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 MM0442  HORZ ORDER      -  FIRST
 MM0442
 MM0442.The horizontal coordinates were established by classical geodetic methods
 MM0442.and adjusted by the National Geodetic Survey in August 1997.
 MM0442
 MM0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0442
 MM0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0442.GEOID18 height accuracy estimate available here.
 MM0442
 MM0442.Click photographs - Photos may exist for this station.
 MM0442
 MM0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0442
 MM0442. The following values were computed from the NAD 83(1995) position.
 MM0442
 MM0442;                    North         East     Units Scale Factor Converg.
 MM0442;SPC NE       -   214,973.758   401,235.045   MT  0.99966867   -0 47 14.5
 MM0442;SPC NE       -   705,293.07  1,316,385.31   sFT  0.99966867   -0 47 14.5
 MM0442;UTM  14      - 4,625,829.422   318,110.049   MT  1.00000713   -1 27 28.1
 MM0442
 MM0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0442!SPC NE       -   0.99982613  x   0.99966867  =   0.99949486
 MM0442!UTM  14      -   0.99982613  x   1.00000713  =   0.99983326
 MM0442
 MM0442:                Primary Azimuth Mark                     Grid Az
 MM0442:SPC NE       -  HANEY AZ MK                              092 29 08.9
 MM0442:UTM  14      -  HANEY AZ MK                              093 09 22.5
 MM0442
 MM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1811025829(NAD 83)
 MM0442
 MM0442|---------------------------------------------------------------------|
 MM0442| PID    Reference Object                     Distance      Geod. Az  |
 MM0442|                                                           dddmmss.s |
 MM0442| CP8172 HANEY RM 1                           46.997 METERS 04317     |
 MM0442| CP8171 HANEY AZ MK                                        0914154.4 |
 MM0442| CP8173 HANEY RM 2                           38.310 METERS 28442     |
 MM0442|---------------------------------------------------------------------|
 MM0442
 MM0442                          SUPERSEDED SURVEY CONTROL
 MM0442
 MM0442  NAD 83(1986)-  41 45 48.50618(N)    101 11 17.25766(W) AD(       ) 1
 MM0442  NAD 27      -  41 45 48.52400(N)    101 11 15.65700(W) AD(       ) 1
 MM0442  NGVD 29 (07/19/86) 1129.1    (m)         3704.     (f) VERT ANG       
 MM0442
 MM0442.Superseded values are not recommended for survey control.
 MM0442
 MM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0442.See file dsdata.pdf to determine how the superseded data were derived.
 MM0442
 MM0442_MARKER: DS = TRIANGULATION STATION DISK
 MM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0442
 MM0442  HISTORY     - Date     Condition        Report By
 MM0442  HISTORY     - 1933     MONUMENTED       CGS
 MM0442  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MM0442  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MM0442
 MM0442                          STATION DESCRIPTION
 MM0442
 MM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0442'ABOUT 20 MILES SOUTH-SOUTHWEST OF MULLEN, 20 MILES NORTHWEST
 MM0442'OF TRYON, IN NORTHWEST QUARTER SEC. 30, T. 21 N., R. 33 W.,
 MM0442'ON LAND OWNED BY THE RUFUS HANEY ESTATE.
 MM0442'
 MM0442'REACHED FROM MULLEN BY G.P. HIGHWAY SOUTH 14.2 MILES TO DISMAL
 MM0442'RIVER BRIDGE THENCE CONTINUE SOUTH 4.25 MILES TO FORK TO RIGHT.
 MM0442'FOLLOW THIS ROAD SOUTH AND WEST 7.5 MILES TO THE HANEY RANCH WHICH
 MM0442'WAS FORMERLY MOORE POST OFFICE ON RIGHT.  CONTINUE WEST ON
 MM0442'GRADED SAND ROAD 1.75 MILES TO A POINT ABOUT 100 YARDS EAST OF
 MM0442'AN AUTO-GATE.  TURN LEFT, SOUTH, OFF ROAD HERE AND WORK WAY
 MM0442'SOUTH AND SOUTHWEST (APPROXIMATELY) 0.8 MILE TO STATION.
 MM0442'
 MM0442'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.
 MM0442'
 MM0442'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND AZIMUTH MARK
 MM0442'IS EAST BY SOUTH OF STATION.
 MM0442'
 MM0442'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME
 MM0442'HILL AS STATION.  STATION IS ON FIRST, HIGHEST, PROMINENT HILL
 MM0442'SOUTHWEST OF THE HANEY HOUSE.
 MM0442'
 MM0442'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0442'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0442'
 MM0442'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.03 METERS.
 MM0442
 MM0442                          STATION RECOVERY (1946)
 MM0442
 MM0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0442'STATION RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE
 MM0442'SURFACE STATION MARK WERE IN GOOD CONDITION.  THE SURFACE STATION
 MM0442'MARK HAD BEEN MOVED.  IT WAS RESET AND CAREFULLY PLUMBED OVER
 MM0442'THE UNDERGROUND MARK.  DESCRIPTION FOLLOWS--
 MM0442'
 MM0442'LOCATED ABOUT 20 MILES NORTHWEST OF TRYON AND 10 FEET NORTH
 MM0442'OF A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH
 MM0442'SAND RIDGE.  IT IS STAMPED HANEY 1933 AND PROJECTS 12 INCHES.
 MM0442'
 MM0442'REFERENCE MARK NO. 1 IS ON THE FIRST LOWER RIDGE TO THE EAST
 MM0442'OF THE STATION AND IS ABOUT 20 FEET LOWER.  IT IS STAMPED HANEY NO
 MM0442'1 1933 AND PROJECTS 6 INCHES.
 MM0442'
 MM0442'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.
 MM0442'IT IS STAMPED HANEY NO 2 1933 AND PROJECTS 6 INCHES.
 MM0442'
 MM0442'THE AZIMUTH MARK IS ON THE CREST OF THE THIRD RIDGE TO THE
 MM0442'EAST OF THE STATION AND EAST OF A SMALL SADDLE IN THE SECOND
 MM0442'RIDGE TO THE EAST OF THE STATION.  IT IS STAMPED HANEY AZIMUTH
 MM0442'1933 AND PROJECTS 8 INCHES.
 MM0442'
 MM0442'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH EDGE OF THE
 MM0442'MAIN STREET IN TRYON WITH U.S. HIGHWAY NO. 83, GO FIRST WEST
 MM0442'THEN NORTH ON NO. 83 FOR 3.35 MILES.  THEN LEFT ON A TRACK ROAD
 MM0442'FOR 4.85 MILES TO A RANCH YARD.  CONTINUE WESTERLY FOR 2.15 MILES.
 MM0442'THEN RIGHT FORK FOR 4.95 MILES TO A RANCH.  CONTINUE NORTHERLY
 MM0442'FOR 1.5 MILES.  THEN RIGHT FORK FOR 0.25 MILE.  THEN RIGHT FORK
 MM0442'FOR 0.45 MILE TO A REVERSE Y INTERSECTION AT A FENCE CORNER.
 MM0442'CONTINUE NORTHERLY FOR 1.0 MILE.  THEN LEFT FORK FOR 0.85
 MM0442'MILE TO A FORK AT A MAIL BOX.  THEN LEFT FORK, WESTERLY, FOR
 MM0442'0.8 MILE TO A REVERSE Y INTERSECTION.  CONTINUE WESTERLY FOR
 MM0442'0.4 MILE TO AN AUTO GATE AND A MAIL BOX JUST SOUTH OF THE
 MM0442'ARTHUR B. MOORE RANCH.  CONTINUE WESTERLY FOR 2.15 MILES.
 MM0442'THEN LEFT FORK FOR 0.85 MILE TO A T INTERSECTION.  THEN
 MM0442'LEFT, THROUGH A GATE, FOR 0.1 MILE TO ANOTHER WIRE GATE
 MM0442'JUST SOUTH OF A RANCH HOUSE.  THROUGH GATE, CONTINUE WESTERLY
 MM0442'FOR 0.3 MILE.  THEN RIGHT FORK, WEST, FOR 0.35 MILE TO A
 MM0442'GATE IN A NORTH-SOUTH FENCE.  THROUGH GATE, CONTINUE
 MM0442'WESTERLY, FOR 1.25 MILE TO THE HIGHEST POINT OF THE RIDGE
 MM0442'AND THE STATION.
 MM0442
 MM0442                          STATION RECOVERY (1973)
 MM0442
 MM0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0442'THE STATION MARK WAS FOUND EXPOSED ABOUT 18 INCHES DUE TO WIND
 MM0442'EROSION, AND WAS LOWERED.  REFERENCE MARKS 1 AND 2, AND THE
 MM0442'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0442'A GREATER DISTANCE OF 0.058 METER TO REFERENCE MARK 2 WAS NOTED
 MM0442'AND VERIFIED.  THE DISTANCE TO REFERENCE MARK 1 AND THE DIRECTION
 MM0442'TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1946 DATA.  DUE
 MM0442'TO ROAD CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 MM0442'FOLLOWS--
 MM0442'
 MM0442'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF TRYON, 15
 MM0442'MILES NORTH OF STATE HIGHWAY 92, 11 MILES WEST OF STATE
 MM0442'HIGHWAY 97, 1.5 MILES NORTH OF THE MC PHERSON-HOOKER COUNTY
 MM0442'LINE AND ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH SAND
 MM0442'RIDGE.
 MM0442'
 MM0442'TO REACH THE STATION FROM THE POST OFFICE IN TRYON GO WEST
 MM0442'ON STATE HIGHWAYS 92 AND 97 FOR 0.2 MILE TO THEIR JUNCTION.
 MM0442'CONTINUE WEST ON STATE HIGHWAY 92 FOR 14.7 MILES TO A SURFACED
 MM0442'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE SURFACED ROAD FOR
 MM0442'11.8 MILES TO A DRIVEWAY ON THE RIGHT AND THE MAIL BOX OF MR.
 MM0442'ED BULLINGTON.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.1
 MM0442'MILE TO THE RANCH BUILDINGS ON THE LEFT AND A CATTLE GUARD.
 MM0442'PASS OVER THE CATTLE GUARD AND CONTINUE EASTERLY ON THE FIELD
 MM0442'ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 MM0442'CONTINUE EASTERLY ON THE FIELD ROAD FOR 0.6 MILE TO A CATTLE GUARD
 MM0442'AND A FORK BEYOND.  TAKE THE RIGHT FORK AND CONTINUE
 MM0442'EASTERLY FOR 0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND
 MM0442'CONTINUE EASTERLY ON THE MAIN ROAD FOR 0.7 MILE TO A
 MM0442'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY ON THE MAIN
 MM0442'ROAD FOR 0.3 MILE TO A CATTLE GUARD AND A GATE.  PASS
 MM0442'THROUGH THE GATE AND GO NORTHEASTERLY ON THE MAIN ROAD FOR
 MM0442'0.5 MILE TO A CATTLE GUARD AND A FORK.  TAKE THE RIGHT FORK AND
 MM0442'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.7 MILE TO A
 MM0442'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEASTERLY ON THE TRACK
 MM0442'ROAD FOR 0.1 MILE TO A VERY DIM TRACK ROAD ON THE LEFT.  TURN
 MM0442'LEFT AND GO NORTHERLY ON THE DIM TRACK ROAD FOR 0.9 MILE
 MM0442'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON THE
 MM0442'DIM TRACK ROAD FOR 1.0 MILES TO A WINDMILL ON THE RIGHT.  TURN
 MM0442'LEFT AND GO 0.3 MILE, THENCE BEAR RIGHT, UPHILL, NORTHERLY FOR
 MM0442'0.6 MILE TO THE HIGHEST POINT OF THE NORTH-SOUTH RIDGE AND THE
 MM0442'STATION.  A FOUR-WHEEL DRIVE SHOULD BE USED.
 MM0442'
 MM0442'THE STATION MARK IS A STANDARD DISK STAMPED HANEY 1933 1973,
 MM0442'SET IN THE TOP OF A FOUR INCH PIPE FILLED WITH CONCRETE THAT
 MM0442'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET NORTH
 MM0442'OF A METAL WITNESS POST WITH SIGN.
 MM0442'
 MM0442'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HANEY NO 1 1933,
 MM0442'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT
 MM0442'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE
 MM0442'NEXT RIDGE EAST OF THE STATION AND ABOUT 20 FEET LOWER THAN
 MM0442'THE STATION.
 MM0442'
 MM0442'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HANEY NO 2 1933,
 MM0442'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MM0442'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST OF THE
 MM0442'METAL WITNESS POST WITH SIGN AND ABOUT 3 FEET LOWER THAN THE STATION.
 MM0442'
 MM0442'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED HANEY
 MM0442'AZIMUTH 1933, CEMENTED IN THE TOP OF A FOUR INCH IRON PIPE THAT
 MM0442'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE
 MM0442'HIGHEST POINT OF THE THIRD RIDGE EAST OF THE STATION AND 2
 MM0442'FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 MM0442'
 MM0442'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS COUNTRY
 MM0442'FOR 0.25 MILE TO THE TOP OF THE THIRD RIDGE AND THE MARK.
 MM0442'
 MM0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 MM0442'NORTHWEST OF TRYON
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1770 ***********************************************************************
 NM1770  DESIGNATION -  HANKINS
 NM1770  PID         -  NM1770
 NM1770  STATE/COUNTY-  NE/STANTON
 NM1770  COUNTRY     -  US
 NM1770  USGS QUAD   -  WAYNE SW (2017)
 NM1770
 NM1770                         *CURRENT SURVEY CONTROL
 NM1770  ______________________________________________________________________
 NM1770* NAD 83(1995) POSITION- 42 04 20.36987(N) 097 13 01.15362(W)   ADJUSTED
 NM1770* NAVD 88 ORTHO HEIGHT -   539.1   (meters)     1769.    (feet) VERTCON
 NM1770  ______________________________________________________________________
 NM1770  GEOID HEIGHT    -        -24.812 (meters)                     GEOID18
 NM1770  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 NM1770  HORZ ORDER      -  FIRST
 NM1770
 NM1770.The horizontal coordinates were established by classical geodetic methods
 NM1770.and adjusted by the National Geodetic Survey in August 1997.
 NM1770
 NM1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1770
 NM1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1770.GEOID18 height accuracy estimate available here.
 NM1770
 NM1770.Click photographs - Photos may exist for this station.
 NM1770
 NM1770.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1770
 NM1770. The following values were computed from the NAD 83(1995) position.
 NM1770
 NM1770;                    North         East     Units Scale Factor Converg.
 NM1770;SPC NE       -   252,294.390   730,206.310   MT  0.99970741   +1 50 39.5
 NM1770;SPC NE       -   827,735.84  2,395,685.20   sFT  0.99970741   +1 50 39.5
 NM1770;UTM  14      - 4,659,344.542   647,500.030   MT  0.99986771   +1 11 41.8
 NM1770
 NM1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1770!SPC NE       -   0.99991935  x   0.99970741  =   0.99962678
 NM1770!UTM  14      -   0.99991935  x   0.99986771  =   0.99978707
 NM1770
 NM1770:                Primary Azimuth Mark                     Grid Az
 NM1770:SPC NE       -  HANKINS AZ MK                            166 04 06.8
 NM1770:UTM  14      -  HANKINS AZ MK                            166 43 04.5
 NM1770
 NM1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4750059344(NAD 83)
 NM1770
 NM1770|---------------------------------------------------------------------|
 NM1770| PID    Reference Object                     Distance      Geod. Az  |
 NM1770|                                                           dddmmss.s |
 NM1770| CO3211 HANKINS RM 1                         26.326 METERS 06519     |
 NM1770| CO3210 HANKINS AZ MK                                      1675446.3 |
 NM1770| NM1769 HANKINS RM A                         39.213 METERS 28636     |
 NM1770| CO3212 HANKINS RM 2                         25.830 METERS 29612     |
 NM1770|---------------------------------------------------------------------|
 NM1770
 NM1770                          SUPERSEDED SURVEY CONTROL
 NM1770
 NM1770  NAD 83(1986)-  42 04 20.37750(N)    097 13 01.15469(W) AD(       ) 1
 NM1770  NAD 27      -  42 04 20.35996(N)    097 12 59.98442(W) AD(       ) 1
 NM1770  NGVD 29 (07/19/86)  538.9    (m)         1768.     (f) VERT ANG       
 NM1770
 NM1770.Superseded values are not recommended for survey control.
 NM1770
 NM1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1770.See file dsdata.pdf to determine how the superseded data were derived.
 NM1770
 NM1770_MARKER: DS = TRIANGULATION STATION DISK
 NM1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1770_STAMPING: HANKINS 1966
 NM1770_MARK LOGO: CGS
 NM1770_PROJECTION: RECESSED 15 CENTIMETERS
 NM1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1770+STABILITY: SURFACE MOTION
 NM1770
 NM1770  HISTORY     - Date     Condition        Report By
 NM1770  HISTORY     - 1966     MONUMENTED       CGS
 NM1770
 NM1770                          STATION DESCRIPTION
 NM1770
 NM1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1770'STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF NORFOLK, ABOUT
 NM1770'9 MILES NORTH OF STANTON, ABOUT 5-1/2 MILES SOUTHEAST OF HOSKINS AND
 NM1770'IN THE NE 1/4 OF SEC. 8, T 24 N, R 2 E.  THE STATION MARK IS IN THE
 NM1770'NORTHEAST CORNER OF THE FARM YARD AND ON THE PROPERTY OF MR.
 NM1770'RAYMOND HANKINS.  IT IS 43 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NM1770'CORNER OF BARN, 38-1/2 FEET WEST-NORTHWEST OF THE NORTHWEST
 NM1770'CORNER OF CHICKENHOUSE AND 37-1/2 FEET SOUTH OF FENCELINE.
 NM1770'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK, SET
 NM1770'IN THE TOP OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS 6
 NM1770'INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED HANKINS
 NM1770'1966.
 NM1770'
 NM1770'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 275 IN
 NM1770'THE SOUTHWEST PART OF NORFOLK, GO EAST ON US HIGHWAY 275 FOR 11.0
 NM1770'MILES TO THE JUNCTION OF US HIGHWAY 275 AND STATE HIGHWAY 57.  TURN
 NM1770'LEFT AND GO NORTH ON A WELL TRAVELED GRAVELED ROAD FOR 3.1 MILES
 NM1770'TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF ROAD.  CONTINUE
 NM1770'NORTH ON GRAVELED ROAD FOR 0.5 MILE TO A CONCRETE DRIVEWAY ON THE
 NM1770'LEFT.  TURN LEFT INTO DRIVEWAY AND GO WESTERLY FOR 0.15 MILE TO
 NM1770'STATION AS DESCRIBED.
 NM1770'
 NM1770'AZIMUTH MARK IS 46 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED
 NM1770'ROAD, 4.5 FEET WEST OF POWER POLE NO. 35, 2.7 FEET WEST OF METAL
 NM1770'WITNESS POST WITH SIGN ATTACHED AND 1-1/2 FEET SOUTH OF FENCELINE.
 NM1770'IT IS MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 NM1770'12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE
 NM1770'OF THE GROUND.  THE DISK IS STAMPED HANKINS 1966.
 NM1770'
 NM1770'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE CENTER OF CHICKENHOUSE,
 NM1770'39 FEET NORTHEAST OF AN 18 INCH COTTONWOOD TREE AND 1.3 FEET
 NM1770'SOUTHWEST OF FENCECORNER.  IT IS MARKED BY A STANDARD DISK, SET IN
 NM1770'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 3
 NM1770'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED.
 NM1770'HANKINS NO 1 1966.
 NM1770'
 NM1770'REFERENCE MARK NO. 2 IS 82 FEET NORTHWEST OF THE NORTHWEST CORNER
 NM1770'OF BARN AND 1 FOOT SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD
 NM1770'DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 NM1770'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 NM1770'STAMPED HANKINS NO 2 1966.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1769 ***********************************************************************
 NM1769  DESIGNATION -  HANKINS RM A
 NM1769  PID         -  NM1769
 NM1769  STATE/COUNTY-  NE/STANTON
 NM1769  COUNTRY     -  US
 NM1769  USGS QUAD   -  WAYNE SW (2017)
 NM1769
 NM1769                         *CURRENT SURVEY CONTROL
 NM1769  ______________________________________________________________________
 NM1769* NAD 83(1995) POSITION- 42 04 20.73295(N) 097 13 02.78834(W)   ADJUSTED
 NM1769* NAVD 88 ORTHO HEIGHT -   538.4   (meters)     1766.    (feet) VERTCON
 NM1769  ______________________________________________________________________
 NM1769  GEOID HEIGHT    -        -24.812 (meters)                     GEOID18
 NM1769  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 NM1769  HORZ ORDER      -  FIRST
 NM1769
 NM1769.The horizontal coordinates were established by classical geodetic methods
 NM1769.and adjusted by the National Geodetic Survey in August 1997.
 NM1769
 NM1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1769
 NM1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1769.GEOID18 height accuracy estimate available here.
 NM1769
 NM1769.Click photographs - Photos may exist for this station.
 NM1769
 NM1769.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1769
 NM1769. The following values were computed from the NAD 83(1995) position.
 NM1769
 NM1769;                    North         East     Units Scale Factor Converg.
 NM1769;SPC NE       -   252,304.375   730,168.401   MT  0.99970743   +1 50 38.4
 NM1769;SPC NE       -   827,768.60  2,395,560.83   sFT  0.99970743   +1 50 38.4
 NM1769;UTM  14      - 4,659,354.957   647,462.231   MT  0.99986757   +1 11 40.8
 NM1769
 NM1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1769!SPC NE       -   0.99991946  x   0.99970743  =   0.99962691
 NM1769!UTM  14      -   0.99991946  x   0.99986757  =   0.99978704
 NM1769
 NM1769:                Primary Azimuth Mark                     Grid Az
 NM1769:SPC NE       -  WACKER                                   023 40 00.9
 NM1769:UTM  14      -  WACKER                                   024 18 58.5
 NM1769
 NM1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4746259354(NAD 83)
 NM1769
 NM1769|---------------------------------------------------------------------|
 NM1769| PID    Reference Object                     Distance      Geod. Az  |
 NM1769|                                                           dddmmss.s |
 NM1769| NM1190 WACKER                              APPROX.15.9 KM 0253039.3 |
 NM1769| NM1770 HANKINS                              39.213 METERS 10636     |
 NM1769| NM1778 NORFOLK STATE HOSP MICROWAVE        APPROX.10.3 KM 2344816.7 |
 NM1769| NM1779 NORFOLK STATE POLICE RAD MAST       APPROX.11.7 KM 2381807.6 |
 NM1769| NM1777 NORFOLK TV CHAN 6 SAT MAST          APPROX.13.3 KM 2503045.4 |
 NM1769| NM1776 NORFOLK TV CHAN 4 AND 9 MAST        APPROX.13.0 KM 2504234.2 |
 NM1769|---------------------------------------------------------------------|
 NM1769
 NM1769                          SUPERSEDED SURVEY CONTROL
 NM1769
 NM1769  NAD 83(1986)-  42 04 20.74061(N)    097 13 02.78951(W) AD(       ) 1
 NM1769  NAD 27      -  42 04 20.72306(N)    097 13 01.61908(W) AD(       ) 1
 NM1769  NGVD 29 (07/19/86)  538.2    (m)         1766.     (f) VERT ANG       
 NM1769
 NM1769.Superseded values are not recommended for survey control.
 NM1769
 NM1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1769.See file dsdata.pdf to determine how the superseded data were derived.
 NM1769
 NM1769_MARKER: DS = TRIANGULATION STATION DISK
 NM1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1769_STAMPING: HANKINS RM A 1966
 NM1769_MARK LOGO: CGS
 NM1769_PROJECTION: FLUSH
 NM1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1769+STABILITY: SURFACE MOTION
 NM1769
 NM1769  HISTORY     - Date     Condition        Report By
 NM1769  HISTORY     - 1966     MONUMENTED       CGS
 NM1769
 NM1769                          STATION DESCRIPTION
 NM1769
 NM1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1769'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 NM1769'TRIANGULATION STATION HANKINS.
 NM1769'
 NM1769'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 NM1769'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 NM1769'OF THE GROUND AND IS STAMPED HANKINS RM A 1966.  IT IS IN THE WEST
 NM1769'PORTION OF A FARM MACHINERY PARKING AREA AND NEAR THE SOUTH EDGE
 NM1769'OF A ROW OF SMALL TREES USED FOR A WINDBREAK.  IT IS ABOUT 5 FEET
 NM1769'SOUTH OF AN OLD FENCELINE.
 NM1769'
 NM1769'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HANKINS,
 NM1769'DISTANCE BEING SHOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0428 ***********************************************************************
 NO0428  DESIGNATION -  HANNA
 NO0428  PID         -  NO0428
 NO0428  STATE/COUNTY-  NE/CHERRY
 NO0428  COUNTRY     -  US
 NO0428  USGS QUAD   -  LOWES LAKE (2017)
 NO0428
 NO0428                         *CURRENT SURVEY CONTROL
 NO0428  ______________________________________________________________________
 NO0428* NAD 83(1995) POSITION- 42 20 13.16325(N) 100 47 48.10711(W)   ADJUSTED
 NO0428* NAVD 88 ORTHO HEIGHT -   966.    (meters)     3169.    (feet) SCALED
 NO0428  ______________________________________________________________________
 NO0428  GEOID HEIGHT    -        -20.975 (meters)                     GEOID18
 NO0428  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 NO0428  HORZ ORDER      -  FIRST
 NO0428
 NO0428.The horizontal coordinates were established by classical geodetic methods
 NO0428.and adjusted by the National Geodetic Survey in August 1997.
 NO0428
 NO0428.The orthometric height was scaled from a topographic map.
 NO0428
 NO0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0428.GEOID18 height accuracy estimate available here.
 NO0428
 NO0428.Click photographs - Photos may exist for this station.
 NO0428
 NO0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0428
 NO0428. The following values were computed from the NAD 83(1995) position.
 NO0428
 NO0428;                    North         East     Units Scale Factor Converg.
 NO0428;SPC NE       -   278,281.869   434,358.939   MT  0.99976384   -0 31 40.7
 NO0428;SPC NE       -   912,996.43  1,425,059.29   sFT  0.99976384   -0 31 40.7
 NO0428;UTM  14      - 4,688,756.164   351,987.245   MT  0.99986956   -1 12 37.0
 NO0428
 NO0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0428!SPC NE       -   0.99985176  x   0.99976384  =   0.99961564
 NO0428!UTM  14      -   0.99985176  x   0.99986956  =   0.99972134
 NO0428
 NO0428:                Primary Azimuth Mark                     Grid Az
 NO0428:SPC NE       -  HANNA AZ MK                              298 32 08.1
 NO0428:UTM  14      -  HANNA AZ MK                              299 13 04.4
 NO0428
 NO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM5198788756(NAD 83)
 NO0428
 NO0428|---------------------------------------------------------------------|
 NO0428| PID    Reference Object                     Distance      Geod. Az  |
 NO0428|                                                           dddmmss.s |
 NO0428| CO3214 HANNA RM 1                           19.853 METERS 10157     |
 NO0428| CO3215 HANNA RM 2                           20.112 METERS 19311     |
 NO0428| CO3213 HANNA AZ MK                                        2980027.4 |
 NO0428|---------------------------------------------------------------------|
 NO0428
 NO0428                          SUPERSEDED SURVEY CONTROL
 NO0428
 NO0428  NAD 83(1986)-  42 20 13.16329(N)    100 47 48.11342(W) AD(       ) 1
 NO0428  NAD 27      -  42 20 13.16100(N)    100 47 46.59000(W) AD(       ) 1
 NO0428
 NO0428.Superseded values are not recommended for survey control.
 NO0428
 NO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0428.See file dsdata.pdf to determine how the superseded data were derived.
 NO0428
 NO0428_MARKER: DS = TRIANGULATION STATION DISK
 NO0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0428_STAMPING: HANNA 1949
 NO0428_MARK LOGO: CGS
 NO0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0428+STABILITY: SURFACE MOTION
 NO0428
 NO0428  HISTORY     - Date     Condition        Report By
 NO0428  HISTORY     - 1949     MONUMENTED       CGS
 NO0428
 NO0428                          STATION DESCRIPTION
 NO0428
 NO0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0428'THE STATION IS LOCATED ABOUT 8-3/4 MILES WEST AND 3.0 MILES
 NO0428'NORTH OF BROWNLEE ON THE HIGHEST POINT OF A PROMINENT SAND HILL
 NO0428'OVERLOOKING THE NORTH LOUP RIVER TO THE NORTH, EAST AND SOUTHEAST
 NO0428'AND ON LAND OWNED BY MR. DON HANNA JR WHO LIVES ABOUT 3.0 MILES
 NO0428'EAST-NORTHEAST OF THE STATION.  IT IS ABOUT 0.1 MILE SOUTH OF
 NO0428'EAST-WEST FENCE LINE AND 2-1/2 FEET SOUTHEAST OF WITNESS POST.
 NO0428'IT IS STAMPED HANNA 1949 AND PROJECTS 6 INCHES.
 NO0428'
 NO0428'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET ON THE
 NO0428'EAST SLOPE OF THE SAND HILL.  IT IS STAMPED HANNA NO 1 1949
 NO0428'AND PROJECTS 3 INCHES.
 NO0428'
 NO0428'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET ON
 NO0428'THE SOUTH SLOPE OF THE SAND HILL.  IT IS STAMPED HANNA NO 2 1949
 NO0428'AND PROJECTS 3 INCHES.
 NO0428'
 NO0428'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST-NORTHWEST OF THE STATION,
 NO0428'6 INCHES SOUTH OF EAST-WEST FENCE LINE AND 1-1/2 FEET EAST OF
 NO0428'WITNESS POST.  IT IS STAMPED HANNA 1949 AND PROJECTS 4 INCHES.
 NO0428'TO REACH FROM THE STATION, GO WEST-NORTHWEST ACROSS PASTURE
 NO0428'FOR 0.3 MILE TO EAST-WEST FENCE LINE AND MARK AS DESCRIBED.
 NO0428'
 NO0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 NO0428'STATE ROUTE NO 2 ABOUT 2.0 MILES EAST OF THEDFORD, GO NORTH ON
 NO0428'U.S. HIGHWAY 83 FOR 21.45 MILES TO SIDE ROAD LEFT AND SIGN
 NO0428'BROWNLEE (THIS ROAD IS 37.4 MILES SOUTH OF THE JUNCTION OF U.S.
 NO0428'HIGHWAYS 20 AND 83 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE), TURN
 NO0428'LEFT AND FOLLOW MAIN TRAVELED ROAD WEST FOR 5.3 MILES TO ROAD
 NO0428'WEST ABOUT 0.1 MILE NORTH-NORTHWEST OF OF THE BROWNLEE SCHOOL
 NO0428'HOUSE, TURN RIGHT AND GO WEST KEEPING LEFT AT FORK FOR 0.9
 NO0428'MILE TO FORK AFTER CROSSING CATTLE GUARD, BEAR RIGHT
 NO0428'AND FOLLOW MAIN TRAVELED ROAD NORTH, WEST AND NORTHWEST FOR
 NO0428'7.95 MILES TO THE HANNA RANCH HOUSE ON THE RIGHT, CONTINUE
 NO0428'WEST FOR 0.55 MILE TO FORK JUST BEFORE REACHING CATTLE GUARD
 NO0428'AND GATE, BEAR LEFT AND FOLLOW ROAD WEST-SOUTHWEST FOR 0.8
 NO0428'MILE CROSSING CATTLE GUARD AND BRIDGE TO A FORK AFTER CROSSING
 NO0428'CATTLE GUARD, BEAR LEFT AND CONTINUE SOUTHWEST ON MAIN
 NO0428'ROAD FOR 2.1 MILES TO GATE ON RIGHT AFTER CROSSING RIVER
 NO0428'BRIDGE, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR
 NO0428'0.45 MILE TO FORK, BEAR RIGHT AND CONTINUE WEST PASSING TO
 NO0428'THE SOUTH OF CORRALS FOR ABOUT 1.5 MILES TO THE TOP OF THE
 NO0428'SAND HILL AND STATION AS DESCRIBED.
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION SHANLEY USGS IS VISIBLE AT 37 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION ROBINSON 1933 IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION BIG CREEK 1933 IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0487 ***********************************************************************
 LJ0487  DESIGNATION -  HANNAH
 LJ0487  PID         -  LJ0487
 LJ0487  STATE/COUNTY-  NE/HITCHCOCK
 LJ0487  COUNTRY     -  US
 LJ0487  USGS QUAD   -  TRENTON SW (2017)
 LJ0487
 LJ0487                         *CURRENT SURVEY CONTROL
 LJ0487  ______________________________________________________________________
 LJ0487* NAD 83(1995) POSITION- 40 04 25.71541(N) 101 09 16.22647(W)   ADJUSTED
 LJ0487* NAVD 88 ORTHO HEIGHT -   927.    (meters)     3041.    (feet) SCALED
 LJ0487  ______________________________________________________________________
 LJ0487  GEOID HEIGHT    -        -23.693 (meters)                     GEOID18
 LJ0487  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 LJ0487  HORZ ORDER      -  FIRST
 LJ0487
 LJ0487.The horizontal coordinates were established by classical geodetic methods
 LJ0487.and adjusted by the National Geodetic Survey in August 1997.
 LJ0487
 LJ0487.The orthometric height was scaled from a topographic map.
 LJ0487
 LJ0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0487.GEOID18 height accuracy estimate available here.
 LJ0487
 LJ0487.Click photographs - Photos may exist for this station.
 LJ0487
 LJ0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0487
 LJ0487. The following values were computed from the NAD 83(1995) position.
 LJ0487
 LJ0487;                    North         East     Units Scale Factor Converg.
 LJ0487;SPC NE       -    27,359.090   401,524.526   MT  0.99996746   -0 45 54.3
 LJ0487;SPC NE       -    89,760.61  1,317,335.05   sFT  0.99996746   -0 45 54.3
 LJ0487;UTM  14      - 4,438,173.729   316,282.565   MT  1.00001552   -1 23 14.7
 LJ0487
 LJ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0487!SPC NE       -   0.99985826  x   0.99996746  =   0.99982572
 LJ0487!UTM  14      -   0.99985826  x   1.00001552  =   0.99987377
 LJ0487
 LJ0487:                Primary Azimuth Mark                     Grid Az
 LJ0487:SPC NE       -  HANNAH AZ MK                             000 05 06.7
 LJ0487:UTM  14      -  HANNAH AZ MK                             000 42 27.1
 LJ0487
 LJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1628238173(NAD 83)
 LJ0487
 LJ0487|---------------------------------------------------------------------|
 LJ0487| PID    Reference Object                     Distance      Geod. Az  |
 LJ0487|                                                           dddmmss.s |
 LJ0487| CP8175 HANNAH RM 1                          28.040 METERS 20833     |
 LJ0487| CP8176 HANNAH RM 2                          28.932 METERS 33003     |
 LJ0487| CP8174 HANNAH AZ MK                                       3591912.4 |
 LJ0487|---------------------------------------------------------------------|
 LJ0487
 LJ0487                          SUPERSEDED SURVEY CONTROL
 LJ0487
 LJ0487  NAD 83(1986)-  40 04 25.71596(N)    101 09 16.23027(W) AD(       ) 1
 LJ0487  NAD 27      -  40 04 25.72300(N)    101 09 14.65200(W) AD(       ) 1
 LJ0487
 LJ0487.Superseded values are not recommended for survey control.
 LJ0487
 LJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0487.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0487
 LJ0487_MARKER: DS = TRIANGULATION STATION DISK
 LJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0487
 LJ0487  HISTORY     - Date     Condition        Report By
 LJ0487  HISTORY     - 1935     MONUMENTED       CGS
 LJ0487  HISTORY     - 1961     MARK NOT FOUND   USGS
 LJ0487
 LJ0487                          STATION DESCRIPTION
 LJ0487
 LJ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0487'THIS STATION IS LOCATED ABOUT 4 MILES EAST AND 5 MILES SOUTH
 LJ0487'OF STRATTON AND IS ON A SWELL OF GROUND ON THE NORTH SLOPE OF THE
 LJ0487'DIVIDE BETWEEN THE REPUBLICAN RIVER, ON THE NORTH, AND DRIFTWOOD
 LJ0487'CREEK, ON THE SOUTH, ON LAND OWNED BY F.S. HANNAH IN THE NORTHWEST
 LJ0487'(40) OF THE NORTHWEST QUARTER OF SEC. 10, T. 1 N., R. 34 W.
 LJ0487'
 LJ0487'THE STATION MARK PROJECTS 4 INCHES, AND IS IN THE RIGHT-OF-WAY
 LJ0487'FENCE ON THE EAST SIDE OF A NORTH-AND-SOUTH GRADED SECTION-LINE
 LJ0487'ROAD, ABOUT 1/4 MILE SOUTHWEST OF THE FARM BUILDINGS BELONGING
 LJ0487'TO C.E. HANNAH AND 1 MILE NORTH-NORTHWEST OF CHEERY RIDGE SCHOOL.
 LJ0487'
 LJ0487'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS
 LJ0487'SOUTH-SOUTHWEST OF THE STATION, IN THE RIGHT-OF-WAY FENCE ON THE
 LJ0487'WEST SIDE OF THE ABOVE ROAD.
 LJ0487'
 LJ0487'REFERENCE MARK NO. 2 PROJECTS 7 INCHES AND IS
 LJ0487'NORTH-NORTHWEST OF THE STATION, IN THE SAME FENCE MENTIONED
 LJ0487'IN THE DESCRIPTION OF REFERENCE MARK NO. 1.
 LJ0487'
 LJ0487'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS NORTH
 LJ0487'OF THE STATION, IN THE RIGHT-OF-WAY FENCE ON THE EAST SIDE OF
 LJ0487'THE SAME ROAD WHICH PASSES THE STATION.
 LJ0487'
 LJ0487'THIS STATION IS REACHED FROM THE RAILROAD DEPOT IN STRATTON, A
 LJ0487'SMALL TOWN ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LJ0487'BY GOING EAST ON STATE HIGHWAY 3 FOR 3.9 MILES TO A GRADED
 LJ0487'ROAD ON THE RIGHT (THERE IS A SIGN FAIRVIEW FARM AT THIS
 LJ0487'INTERSECTION).  LEAVE STATE HIGHWAY 3, TURN RIGHT, CROSS RAILROAD
 LJ0487'AND DRIVE SOUTH 5.7 MILES TO A GRADED CROSSROADS, CROSSING
 LJ0487'THE REPUBLICAN RIVER AT 0.5 MILE, AND PASSING THE PLEASANT
 LJ0487'VIEW SCHOOL ON THE WEST SIDE OF THE ROAD AT 3.2 MILES.  (FARM
 LJ0487'BUILDINGS OF C.E. HANNAH ARE IN THE NORTHEAST ANGLE OF THIS
 LJ0487'INTERSECTION).  CONTINUE SOUTH 0.1 MILE TO THE STATION ON
 LJ0487'THE EAST SIDE OF THE ROAD.
 LJ0487'
 LJ0487'AN 8-FOOT STAND WILL CLEAR ALL OF THE LINES FROM THIS STATION.
 LJ0487
 LJ0487                          STATION RECOVERY (1961)
 LJ0487
 LJ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LJ0487'STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0667 ***********************************************************************
 MJ0667  DESIGNATION -  HANSCOM
 MJ0667  PID         -  MJ0667
 MJ0667  STATE/COUNTY-  NE/DOUGLAS
 MJ0667  COUNTRY     -  US
 MJ0667  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0667
 MJ0667                         *CURRENT SURVEY CONTROL
 MJ0667  ______________________________________________________________________
 MJ0667* NAD 83(1995) POSITION- 41 14 41.63746(N) 095 57 35.09675(W)   ADJUSTED
 MJ0667* NAVD 88 ORTHO HEIGHT -   378.754 (meters)     1242.63  (feet) ADJUSTED
 MJ0667  ______________________________________________________________________
 MJ0667  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 MJ0667  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 MJ0667  DYNAMIC HEIGHT  -        378.593 (meters)     1242.10  (feet) COMP
 MJ0667  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 MJ0667
 MJ0667  HORZ ORDER      -  FIRST
 MJ0667  VERT ORDER      -  FIRST     CLASS II
 MJ0667
 MJ0667.The horizontal coordinates were established by classical geodetic methods
 MJ0667.and adjusted by the National Geodetic Survey in August 1997.
 MJ0667
 MJ0667.The orthometric height was determined by differential leveling and
 MJ0667.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0667.in June 1991.
 MJ0667
 MJ0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0667.GEOID18 height accuracy estimate available here.
 MJ0667
 MJ0667.Click photographs - Photos may exist for this station.
 MJ0667
 MJ0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ0667
 MJ0667.The dynamic height is computed by dividing the NAVD 88
 MJ0667.geopotential number by the normal gravity value computed on the
 MJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0667.degrees latitude (g = 980.6199 gals.).
 MJ0667
 MJ0667.The modeled gravity was interpolated from observed gravity values.
 MJ0667
 MJ0667. The following values were computed from the NAD 83(1995) position.
 MJ0667
 MJ0667;                    North         East     Units Scale Factor Converg.
 MJ0667;SPC NE       -   164,628.819   838,430.607   MT  0.99966891   +2 40 38.9
 MJ0667;SPC NE       -   540,119.72  2,750,751.08   sFT  0.99966891   +2 40 38.9
 MJ0667;UTM  15      - 4,570,169.000   251,989.583   MT  1.00035707   -1 57 08.3
 MJ0667;UTM  14      - 4,570,402.099   754,756.843   MT  1.00039882   +2 00 19.6
 MJ0667
 MJ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0667!SPC NE       -   0.99994490  x   0.99966891  =   0.99961383
 MJ0667!UTM  15      -   0.99994490  x   1.00035707  =   1.00030195
 MJ0667!UTM  14      -   0.99994490  x   1.00039882  =   1.00034370
 MJ0667
 MJ0667:                Primary Azimuth Mark                     Grid Az
 MJ0667:SPC NE       -  S OMAHA ARMOUR PACKING CO TANK           175 55 53.1
 MJ0667:UTM  15      -  S OMAHA ARMOUR PACKING CO TANK           180 33 40.3
 MJ0667:UTM  14      -  S OMAHA ARMOUR PACKING CO TANK           176 36 12.4
 MJ0667
 MJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5198970168(NAD 83)
 MJ0667
 MJ0667|---------------------------------------------------------------------|
 MJ0667| PID    Reference Object                     Distance      Geod. Az  |
 MJ0667|                                                           dddmmss.s |
 MJ0667| MJ1273 CREIGHTON UNIV C OF STK             APPROX. 2.6 KM 0213350.8 |
 MJ0667| MJ1265 OMAHA CENTRAL HS CEN OF STK         APPROX. 2.2 KM 0360612.8 |
 MJ0667| MJ1277 OMAHA US PO TOP OF DOME             APPROX. 2.5 KM 0474154.3 |
 MJ0667| MJ1283 OMAHA NATL BANK BLDG TIP FLAG       APPROX. 2.3 KM 0512914.6 |
 MJ0667| MJ1267 OMAHA WOW BLDG WOW NE RAD MAST      APPROX. 2.6 KM 0571325.6 |
 MJ0667| MJ1262 OMAHA WOW BLDG WOW SW RAD MAST      APPROX. 2.5 KM 0573101.5 |
 MJ0667| MJ1229 OMAHA ST JOSEPH CATH CH CROSS       APPROX. 1.8 KM 1010148.0 |
 MJ0667| MJ1228 OMAHA O AND C B ST RY SHOPS TK      APPROX. 1.9 KM 1490353.0 |
 MJ0667| MJ0668 HANSCOM RM 1                         86.442 METERS 15127     |
 MJ0667| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 1.9 KM 1545635.4 |
 MJ0667| MJ1237 OMAHA SUNKIST FLOUR CO TK FP        APPROX. 1.4 KM 1571841.2 |
 MJ0667| CL8040 OMAHA OMAR INC WATER TK                            1701407.3 |
 MJ0667| MJ1223 S OMAHA ARMOUR PACKING CO TANK      APPROX. 4.3 KM 1783632.0 |
 MJ0667| MK1987 RALSTON MUNICIPAL STANDPIPE         APPROX. 8.0 KM 2370229.0 |
 MJ0667| MJ0669 HANSCOM RM 2                         41.718 METERS 25812     |
 MJ0667| MK1990 ELMWOOD ST PATROL RAD MAST          APPROX. 5.4 KM 2583056.7 |
 MJ0667| MJ1226 OMAHA DOUGLAS CO HOSP C OF STK      APPROX. 1.1 KM 2784712.5 |
 MJ0667| MJ1268 OMAHA BENSON HS CEN OF STK          APPROX. 5.4 KM 3281117.5 |
 MJ0667| MJ0670 HANSCOM RM 3                         49.256 METERS 33507     |
 MJ0667| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX. 4.9 KM 3421634.3 |
 MJ0667| MJ1264 OMAHA TECH HIGH SCH CEN OF STK      APPROX. 2.5 KM 3573212.9 |
 MJ0667|---------------------------------------------------------------------|
 MJ0667
 MJ0667                          SUPERSEDED SURVEY CONTROL
 MJ0667
 MJ0667  NAD 83(1986)-  41 14 41.64571(N)    095 57 35.09670(W) AD(       ) 1
 MJ0667  NAD 27      -  41 14 41.65000(N)    095 57 34.04300(W) AD(       ) 1
 MJ0667  NGVD 29 (??/??/92)  378.629  (m)         1242.22   (f) ADJ UNCH    1 2
 MJ0667  NGVD 29             378.63   (m)         1242.2    (f) LEVELING    3  
 MJ0667
 MJ0667.Superseded values are not recommended for survey control.
 MJ0667
 MJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0667.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0667
 MJ0667_MARKER: DS = TRIANGULATION STATION DISK
 MJ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0667_STAMPING: HANSCOM 1934
 MJ0667_MARK LOGO: CGS
 MJ0667_PROJECTION: FLUSH
 MJ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0667+STABILITY: SURFACE MOTION
 MJ0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0667+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2016
 MJ0667
 MJ0667  HISTORY     - Date     Condition        Report By
 MJ0667  HISTORY     - 1934     MONUMENTED       CGS
 MJ0667  HISTORY     - 1947     GOOD             CGS
 MJ0667  HISTORY     - 1947     GOOD             CGS
 MJ0667  HISTORY     - 1976     GOOD             LOCSUR
 MJ0667  HISTORY     - 20110608 GOOD             INDIV
 MJ0667  HISTORY     - 20161209 GOOD             WOOLPT
 MJ0667
 MJ0667                          STATION DESCRIPTION
 MJ0667
 MJ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0667'STATION IS LOCATED IN THE NORTHWEST CORNER OF HANSCOM PARK,
 MJ0667'ABOUT 1.5 MILES SOUTHWEST OF DOWNTOWN OMAHA, IN THE NORTHWEST
 MJ0667'QUARTER OF SEC. 28, T. 15 N., R. 13 E.
 MJ0667'
 MJ0667'TO REACH FROM OMAHA TAKE FARNAM STREET TO TWENTY-FOURTH STREET,
 MJ0667'THENCE SOUTH 0.85 MILE TO WOOLWORTH STREET, THENCE WEST 0.7
 MJ0667'MILE TO INTERSECTION WITH THIRTY-SECOND STREET AND STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 1 IS 283.60 FEET (86.450 METERS) SOUTHEAST
 MJ0667'OF STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 2 IS ACROSS STREET CAR TRACKS, 136.84 FEET
 MJ0667'(41.708 METERS) WEST OF STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 3 IS IN PARK STRIP DIAGONALLY ACROSS
 MJ0667'INTERSECTION OF STREETS, 4 FEET WEST OF CONCRETE LAMP POST
 MJ0667'161.64 FEET (49.262 METERS) NORTHWEST OF STATION.
 MJ0667
 MJ0667                          STATION RECOVERY (1947)
 MJ0667
 MJ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0667'THE STATION MARK AND THE REFERENCE MARKS
 MJ0667'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1934
 MJ0667'DESCRIPTION AS FOLLOWS--STATION IS LOCATED IN THE NORTHWEST
 MJ0667'CORNER OF HANSCOM PARK, ABOUT 1.5 MILES SOUTHWEST OF DOWNTOWN
 MJ0667'OMAHA.  IN THE NW 1/4 OF SEC. 23, T. 15 N., R. 13 E.
 MJ0667'
 MJ0667'TO REACH FROM OMAHA TAKE FARNAM STREET TO TWENTY-FORTH STREET,
 MJ0667'THENCE SOUTH ON TWENTY-FORTH STREET 0.75 MILE TO WOOLWORTH
 MJ0667'STREET, THENCE WEST 0.7 MILE TO THE INTERSECTION WITH
 MJ0667'THIRTY-SECOND STREET AND THE STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 1 IS 283.60 FEET (86.450 METERS) SOUTHEAST
 MJ0667'OF STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 2 IS ACROSS THE STREET CAR TRACKS, 136.84
 MJ0667'FEET (41.708 METERS) WEST OF THE STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 3 IS IN THE PARK STRIP DIAGONALLY ACROSS
 MJ0667'THE INTERSECTION OF STREETS, 4 FT WEST OF A CONCRETE LAMP
 MJ0667'POST, 161.64 FT. (49.262 METERS) NORTHWEST OF THE STATION.
 MJ0667'
 MJ0667'THE 1947 DESCRIPTION AND OBSERVATIONS AS FOLLOWS--
 MJ0667'
 MJ0667'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF HANSCOM PARK,
 MJ0667'ABOUT 1.5 MILES SOUTHWEST OF DOWNTOWN OMAHA.  IT IS ABOUT
 MJ0667'100 FEET SOUTH OF THE INTERSECTION OF WOOLWORTH AVE. AND 32 ND.
 MJ0667'STREET, 24 FEET EAST OF THE ROAD ENTERING THE PARK AT THIS
 MJ0667'POINT AND 18 FEET NORTHEAST OF A BLUE-SPRUCE TREE.  THE MARK IS
 MJ0667'FLUSH WITH THE GROUND AND THE DISC IS STAMPED HANSCOM 1934.
 MJ0667'
 MJ0667'REFERENCE MARK NO 1, STAMPED HANSCOM NO 1 1934, IS SOUTHEAST
 MJ0667'OF THE STATION, 283.60 FEET, 3 FEET EAST OF A BRICK WALK AND
 MJ0667'5 FEET NORTHWEST OF A 24 INCH TREE.  THE MARK IS ON THE DOWN
 MJ0667'HILL SLOPE FROM THE STATION AND IS SET FLUSH WITH THE GROUND.
 MJ0667'
 MJ0667'REFERENCE MARK NO 2, STAMPED HANSCOM NO 2 1934, IS 136.87
 MJ0667'FEET WEST OF THE STATION AND ACROSS STREET CAR TRACKS, 13 FT.
 MJ0667'WEST OF THE WEST RAIL OF TRACKS, 9 FT. EAST OF THE EAST CURB
 MJ0667'OF 32 ND. AVE AND 2-1/2 FT. NORTH OF A CROOKED PINE TREE.  THE
 MJ0667'MARK IS SET FLUSH WITH THE GROUND.
 MJ0667'
 MJ0667'REFERENCE MARK NO 3, STAMPED HANSCOM NO 3 1947, IS 161.60
 MJ0667'FT. NORTHWEST OF THE STATION, IN THE NORTHWEST CORNER OF THE
 MJ0667'INTERSECTION OF WOOLWORTH AVE AND 32 ND. STREET, 4 FEET NORTH
 MJ0667'OF THE NORTH CURB OF WOOLWORTH AVE, 4 FT. WEST OF A CONCRETE
 MJ0667'CORNER LAMPPOST.  THE MARK IS SET FLUSH WITH THE GROUND.
 MJ0667'
 MJ0667'AZIMUTH MARK, (OMAR INC. WATER TANK) IS SOUTHEAST OF THE
 MJ0667'STATION ABOUT 1.0 MILE, IN THE SOUTH SECTION OF OMAHA AND JUST
 MJ0667'SOUTHEAST OF A SILVER STANDPIPE.  THE TANK IS ABOUT 200 FEET
 MJ0667'HIGH, BLACK IN COLOR AND MOUNTED ON FOUR LEGS WITH A LARGE PIPE
 MJ0667'RUNNING THRU THE CENTER FROM THE GROUND TO THE BOTTOM OF THE
 MJ0667'TANK.  A METAL ROD PROJECTS FROM THE CENTER AND THE TOP OF THE
 MJ0667'TANK AND THIS WAS USED AS THE INTERSECTION POINT.
 MJ0667'
 MJ0667'TANK MAY BE REACHED FROM THE WEST END OF SOUTH OMAHA BRIDGE
 MJ0667'BY GOING NORTH ON 13 TH STREET TO SPRING LAKE DRIVE, 1.0 MILE.
 MJ0667'THENCE NORTH AND WEST ON SPRING LAKE DRIVE FOR 0.5 MILE TO F
 MJ0667'STREET.  TURN LEFT OR WEST ON F STREET FOR 1.7 MILES TO 26 TH
 MJ0667'STREET.  THENCE RIGHT OR NORTH ON 26 TH STREET TO C STREET
 MJ0667'AND LEFT OR WEST ON C STREET FOR 0.3 MILE TO THE TANK.
 MJ0667'
 MJ0667'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 MJ0667
 MJ0667                          STATION RECOVERY (1947)
 MJ0667
 MJ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0667'AT OMAHA.
 MJ0667'AT OMAHA, SOUTHEAST OF THE INTERSECTION OF THIRTY-SECOND STREET
 MJ0667'AND WOOLWORTH AVENUE, IN THE NORTHWEST CORNER OF HANSCOM PARK,
 MJ0667'100 FEET SOUTH OF THE SOUTH CURB OF WOOLWORTH AVENUE, 76 FEET
 MJ0667'EAST OF THE CENTER LINE OF THE EAST STREET CAR TRACK, 38 FEET
 MJ0667'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 28 FEET EAST
 MJ0667'OF AND 3 FEET LOWER THAN THE CENTER LINE OF A PARK DRIVE, SET
 MJ0667'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0667
 MJ0667                          STATION RECOVERY (1976)
 MJ0667
 MJ0667'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MJ0667'HANSCOM 1934 RECOVERED GOOD.
 MJ0667'
 MJ0667'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0667
 MJ0667                          STATION RECOVERY (2011)
 MJ0667
 MJ0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JAC)
 MJ0667'BURIED 0.5' DEEP
 MJ0667
 MJ0667                          STATION RECOVERY (2016)
 MJ0667
 MJ0667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 MJ0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0668 ***********************************************************************
 MJ0668  DESIGNATION -  HANSCOM RM 1
 MJ0668  PID         -  MJ0668
 MJ0668  STATE/COUNTY-  NE/DOUGLAS
 MJ0668  COUNTRY     -  US
 MJ0668  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0668
 MJ0668                         *CURRENT SURVEY CONTROL
 MJ0668  ______________________________________________________________________
 MJ0668* NAD 83(1986) POSITION- 41 14 39.18   (N) 095 57 33.32   (W)   HD_HELD1
 MJ0668* NAVD 88 ORTHO HEIGHT -   373.795 (meters)     1226.36  (feet) ADJUSTED
 MJ0668  ______________________________________________________________________
 MJ0668  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 MJ0668  DYNAMIC HEIGHT  -        373.636 (meters)     1225.84  (feet) COMP
 MJ0668  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 MJ0668
 MJ0668  VERT ORDER      -  FIRST     CLASS II
 MJ0668
 MJ0668.The horizontal coordinates were determined by differentially corrected
 MJ0668.hand held GPS observations or other comparable positioning techniques
 MJ0668.and have an estimated accuracy of +/- 3 meters.
 MJ0668
 MJ0668.The orthometric height was determined by differential leveling and
 MJ0668.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0668.in June 1991.
 MJ0668
 MJ0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0668.GEOID18 height accuracy estimate available here.
 MJ0668
 MJ0668.Click photographs - Photos may exist for this station.
 MJ0668
 MJ0668.The dynamic height is computed by dividing the NAVD 88
 MJ0668.geopotential number by the normal gravity value computed on the
 MJ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0668.degrees latitude (g = 980.6199 gals.).
 MJ0668
 MJ0668.The modeled gravity was interpolated from observed gravity values.
 MJ0668
 MJ0668;                    North         East    Units  Estimated Accuracy
 MJ0668;SPC NE       -   164,555.0     838,475.5     MT  (+/- 3 meters HH1 GPS) 
 MJ0668
 MJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5202870091(NAD 83)
 MJ0668
 MJ0668                          SUPERSEDED SURVEY CONTROL
 MJ0668
 MJ0668  NGVD 29 (??/??/92)  373.670  (m)         1225.95   (f) ADJ UNCH    1 2
 MJ0668
 MJ0668.Superseded values are not recommended for survey control.
 MJ0668
 MJ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0668.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0668
 MJ0668_MARKER: DR = REFERENCE MARK DISK
 MJ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0668_STAMPING: HANSCOM NO 1 1934
 MJ0668_MARK LOGO: CGS
 MJ0668_PROJECTION: FLUSH
 MJ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0668+STABILITY: SURFACE MOTION
 MJ0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0668+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2011
 MJ0668
 MJ0668  HISTORY     - Date     Condition        Report By
 MJ0668  HISTORY     - 1934     MONUMENTED       CGS
 MJ0668  HISTORY     - 1947     GOOD             CGS
 MJ0668  HISTORY     - 1976     GOOD             LOCSUR
 MJ0668  HISTORY     - 20110608 GOOD             INDIV
 MJ0668
 MJ0668                          STATION DESCRIPTION
 MJ0668
 MJ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0668'AT OMAHA.
 MJ0668'AT OMAHA, ABOUT 140 YARDS SOUTHEAST OF THE INTERSECTION OF
 MJ0668'THIRTY-SECOND STREET AND WOOLWORTH AVENUE, IN HANSCOM PARK, 284
 MJ0668'FEET SOUTHEAST OF THE TRIANGULATION STATION MARK, 90 FEET WEST
 MJ0668'OF THE CENTER LINE OF A PARK DRIVE, 36.8 FEET EAST OF A SPRANGLED
 MJ0668'MULBERRY TREE WITH SIX SEPARATE TRUNKS OF ABOUT 1 FOOT IN
 MJ0668'DIAMETER, 3.2 FEET EAST OF THE EAST EDGE OF A SIDEWALK, SET
 MJ0668'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0668
 MJ0668                          STATION RECOVERY (1976)
 MJ0668
 MJ0668'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0668'RECOVERED IN GOOD CONDITION.
 MJ0668
 MJ0668                          STATION RECOVERY (2011)
 MJ0668
 MJ0668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JAC)
 MJ0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0669 ***********************************************************************
 MJ0669  DESIGNATION -  HANSCOM RM 2
 MJ0669  PID         -  MJ0669
 MJ0669  STATE/COUNTY-  NE/DOUGLAS
 MJ0669  COUNTRY     -  US
 MJ0669  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0669
 MJ0669                         *CURRENT SURVEY CONTROL
 MJ0669  ______________________________________________________________________
 MJ0669* NAD 83(1986) POSITION- 41 14 41.36   (N) 095 57 36.85   (W)   HD_HELD1
 MJ0669* NAVD 88 ORTHO HEIGHT -   380.593 (meters)     1248.66  (feet) ADJUSTED
 MJ0669  ______________________________________________________________________
 MJ0669  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 MJ0669  DYNAMIC HEIGHT  -        380.432 (meters)     1248.13  (feet) COMP
 MJ0669  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 MJ0669
 MJ0669  VERT ORDER      -  FIRST     CLASS II
 MJ0669
 MJ0669.The horizontal coordinates were determined by differentially corrected
 MJ0669.hand held GPS observations or other comparable positioning techniques
 MJ0669.and have an estimated accuracy of +/- 3 meters.
 MJ0669
 MJ0669.The orthometric height was determined by differential leveling and
 MJ0669.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0669.in June 1991.
 MJ0669
 MJ0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0669.GEOID18 height accuracy estimate available here.
 MJ0669
 MJ0669.Click photographs - Photos may exist for this station.
 MJ0669
 MJ0669.The dynamic height is computed by dividing the NAVD 88
 MJ0669.geopotential number by the normal gravity value computed on the
 MJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0669.degrees latitude (g = 980.6199 gals.).
 MJ0669
 MJ0669.The modeled gravity was interpolated from observed gravity values.
 MJ0669
 MJ0669;                    North         East    Units  Estimated Accuracy
 MJ0669;SPC NE       -   164,618.4     838,390.2     MT  (+/- 3 meters HH1 GPS) 
 MJ0669
 MJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5194870161(NAD 83)
 MJ0669
 MJ0669                          SUPERSEDED SURVEY CONTROL
 MJ0669
 MJ0669  NGVD 29 (??/??/92)  380.468  (m)         1248.25   (f) ADJ UNCH    1 2
 MJ0669
 MJ0669.Superseded values are not recommended for survey control.
 MJ0669
 MJ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0669.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0669
 MJ0669_MARKER: DR = REFERENCE MARK DISK
 MJ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0669_STAMPING: HANSCOM NO 2 1934
 MJ0669_MARK LOGO: CGS
 MJ0669_PROJECTION: FLUSH
 MJ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0669+STABILITY: SURFACE MOTION
 MJ0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0669+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2011
 MJ0669
 MJ0669  HISTORY     - Date     Condition        Report By
 MJ0669  HISTORY     - 1934     MONUMENTED       CGS
 MJ0669  HISTORY     - 1947     GOOD             CGS
 MJ0669  HISTORY     - 1976     GOOD             NGS
 MJ0669  HISTORY     - 20110608 GOOD             INDIV
 MJ0669
 MJ0669                          STATION DESCRIPTION
 MJ0669
 MJ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0669'AT OMAHA.
 MJ0669'AT OMAHA, SOUTH OF THE INTERSECTION OF THIRTY-SECOND STREET AND
 MJ0669'WOOLWORTH AVENUE, IN THE NORTHWEST CORNER OF HANSCOM PARK, 149
 MJ0669'FEET SOUTH OF THE CENTER LINE OF WOOLWORTH AVENUE, 137 FEET
 MJ0669'WEST OF THE TRIANGULATION STATION, 18 FEET SOUTHWEST OF A
 MJ0669'20-INCH MULBERRY TREE, 16 FEET NROTHWEST OF THE CENTER LINE
 MJ0669'OF THE WEST STREET CAR TRACK AND LEVEL WITH IT, 11 FEET EAST OF
 MJ0669'THE EAST CURB OF THIRTY-SECOND STREET, SET IN THE TOP OF A
 MJ0669'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0669
 MJ0669                          STATION RECOVERY (1976)
 MJ0669
 MJ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0669'RECOVERED IN GOOD CONDITION.
 MJ0669
 MJ0669                          STATION RECOVERY (2011)
 MJ0669
 MJ0669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JAC)
 MJ0669'GUARDED BY METAL POST WITH SIGN AT NORTHWEST CORNER OF HANSCOM PARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0670 ***********************************************************************
 MJ0670  DESIGNATION -  HANSCOM RM 3
 MJ0670  PID         -  MJ0670
 MJ0670  STATE/COUNTY-  NE/DOUGLAS
 MJ0670  COUNTRY     -  US
 MJ0670  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0670
 MJ0670                         *CURRENT SURVEY CONTROL
 MJ0670  ______________________________________________________________________
 MJ0670* NAD 83(1986) POSITION- 41 14 43.09   (N) 095 57 35.99   (W)   HD_HELD1
 MJ0670* NAVD 88 ORTHO HEIGHT -   380.010 (meters)     1246.75  (feet) ADJUSTED
 MJ0670  ______________________________________________________________________
 MJ0670  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 MJ0670  DYNAMIC HEIGHT  -        379.849 (meters)     1246.22  (feet) COMP
 MJ0670  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 MJ0670
 MJ0670  VERT ORDER      -  FIRST     CLASS II
 MJ0670
 MJ0670.The horizontal coordinates were determined by differentially corrected
 MJ0670.hand held GPS observations or other comparable positioning techniques
 MJ0670.and have an estimated accuracy of +/- 3 meters.
 MJ0670
 MJ0670.The orthometric height was determined by differential leveling and
 MJ0670.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0670.in June 1991.
 MJ0670
 MJ0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0670.GEOID18 height accuracy estimate available here.
 MJ0670
 MJ0670.Click photographs - Photos may exist for this station.
 MJ0670
 MJ0670.The dynamic height is computed by dividing the NAVD 88
 MJ0670.geopotential number by the normal gravity value computed on the
 MJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0670.degrees latitude (g = 980.6199 gals.).
 MJ0670
 MJ0670.The modeled gravity was interpolated from observed gravity values.
 MJ0670
 MJ0670;                    North         East    Units  Estimated Accuracy
 MJ0670;SPC NE       -   164,672.6     838,407.7     MT  (+/- 3 meters HH1 GPS) 
 MJ0670
 MJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5197070214(NAD 83)
 MJ0670
 MJ0670                          SUPERSEDED SURVEY CONTROL
 MJ0670
 MJ0670  NGVD 29 (??/??/92)  379.885  (m)         1246.34   (f) ADJ UNCH    1 2
 MJ0670
 MJ0670.Superseded values are not recommended for survey control.
 MJ0670
 MJ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0670.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0670
 MJ0670_MARKER: DR = REFERENCE MARK DISK
 MJ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0670_STAMPING: HANSCOM NO 3 1934
 MJ0670_MARK LOGO: CGS
 MJ0670_PROJECTION: RECESSED 3 CENTIMETERS
 MJ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0670+STABILITY: SURFACE MOTION
 MJ0670
 MJ0670  HISTORY     - Date     Condition        Report By
 MJ0670  HISTORY     - 1934     MONUMENTED       CGS
 MJ0670  HISTORY     - 1947     GOOD             CGS
 MJ0670  HISTORY     - 1976     POOR             NGS
 MJ0670
 MJ0670                          STATION DESCRIPTION
 MJ0670
 MJ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0670'AT OMAHA.
 MJ0670'AT OMAHA, AT THE INTERSECTION OF 32ND STREET AND WOOLWORTH
 MJ0670'AVENUE, 39 FEET WEST OF THE CENTER LINE OF 32ND STREET, 32.5
 MJ0670'FEET WEST OF THE CENTER LINE OF THE WEST STREET CAR TRACK ON
 MJ0670'32ND STREET, 4 FEET NORTH OF THE NORTH CURB OF WOOLWORTH AVENUE,
 MJ0670'3.6 FEET WEST OF A CONCRETE LAMP POST, 2.7 FEET SOUTH OF THE
 MJ0670'SOUTH EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 MJ0670'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 MJ0670
 MJ0670                          STATION RECOVERY (1976)
 MJ0670
 MJ0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0670'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1130 ***********************************************************************
 LH1130  DESIGNATION -  HANSEN
 LH1130  PID         -  LH1130
 LH1130  STATE/COUNTY-  NE/HALL
 LH1130  COUNTRY     -  US
 LH1130  USGS QUAD   -  HASTINGS NW (2017)
 LH1130
 LH1130                         *CURRENT SURVEY CONTROL
 LH1130  ______________________________________________________________________
 LH1130* NAD 83(1995) POSITION- 40 42 12.93997(N) 098 23 02.55177(W)   ADJUSTED
 LH1130* NAVD 88 ORTHO HEIGHT -   606.    (meters)     1988.    (feet) SCALED
 LH1130  ______________________________________________________________________
 LH1130  GEOID HEIGHT    -        -25.157 (meters)                     GEOID18
 LH1130  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 LH1130  HORZ ORDER      -  THIRD
 LH1130
 LH1130.The horizontal coordinates were established by classical geodetic methods
 LH1130.and adjusted by the National Geodetic Survey in August 1997.
 LH1130
 LH1130.The orthometric height was scaled from a topographic map.
 LH1130
 LH1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1130.GEOID18 height accuracy estimate available here.
 LH1130
 LH1130.Click photographs - Photos may exist for this station.
 LH1130
 LH1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1130
 LH1130. The following values were computed from the NAD 83(1995) position.
 LH1130
 LH1130;                    North         East     Units Scale Factor Converg.
 LH1130;SPC NE       -    97,899.741   636,524.862   MT  0.99975583   +1 04 15.2
 LH1130;SPC NE       -   321,192.73  2,088,331.98   sFT  0.99975583   +1 04 15.2
 LH1130;UTM  14      - 4,506,036.489   552,034.521   MT  0.99963333   +0 24 06.1
 LH1130
 LH1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1130!SPC NE       -   0.99990886  x   0.99975583  =   0.99966471
 LH1130!UTM  14      -   0.99990886  x   0.99963333  =   0.99954222
 LH1130
 LH1130:                Primary Azimuth Mark                     Grid Az
 LH1130:SPC NE       -  DONIPHAN MUNICIPAL TANK                  007 33 08.8
 LH1130:UTM  14      -  DONIPHAN MUNICIPAL TANK                  008 13 17.9
 LH1130
 LH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5203406036(NAD 83)
 LH1130
 LH1130|---------------------------------------------------------------------|
 LH1130| PID    Reference Object                     Distance      Geod. Az  |
 LH1130|                                                           dddmmss.s |
 LH1130| CN8715 HANSEN RM 1                          31.001 METERS 00303     |
 LH1130| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 7.9 KM 0083724.0 |
 LH1130| CN8714 HANSEN AZ MK                                       0821335.5 |
 LH1130| CN8716 HANSEN RM 2                           8.263 METERS 26611     |
 LH1130|---------------------------------------------------------------------|
 LH1130
 LH1130                          SUPERSEDED SURVEY CONTROL
 LH1130
 LH1130  NAD 83(1986)-  40 42 12.94718(N)    098 23 02.55241(W) AD(       ) 3
 LH1130  NAD 27      -  40 42 12.90100(N)    098 23 01.33200(W) AD(       ) 3
 LH1130
 LH1130.Superseded values are not recommended for survey control.
 LH1130
 LH1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1130.See file dsdata.pdf to determine how the superseded data were derived.
 LH1130
 LH1130_MARKER: DS = TRIANGULATION STATION DISK
 LH1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1130_STAMPING: HANSEN 1951
 LH1130_MARK LOGO: CGS
 LH1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1130+STABILITY: SURFACE MOTION
 LH1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1130+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 LH1130
 LH1130  HISTORY     - Date     Condition        Report By
 LH1130  HISTORY     - 1951     MONUMENTED       CGS
 LH1130  HISTORY     - 1968     GOOD             CGS
 LH1130  HISTORY     - 1976     GOOD             NGS
 LH1130  HISTORY     - 20060111 GOOD             INDIV
 LH1130
 LH1130                          STATION DESCRIPTION
 LH1130
 LH1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1130'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DONIPHAN AND
 LH1130'1 MILE NORTHWEST OF HANSEN.  IT IS JUST SOUTH FROM THE SOUTH
 LH1130'END OF A ROW OF PINE TREES, ABOUT 150 YARDS SOUTH FROM MR. BEDFORD
 LH1130'JOHNSONS HOME, 6 FEET NORTHWEST OF A FENCE CORNER, 4 FEET
 LH1130'NORTHWEST OF A WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST
 LH1130'FENCE LINE.  IT IS STAMPED HANSEN 1951 AND IS SET FLUSH.
 LH1130'
 LH1130'REFERENCE MARK NO. 1 IS JUST SOUTH OF A TELEPHONE POLE AND 11
 LH1130'FEET EAST FROM A ROW OF PINE TREES.  IT IS STAMPED HANSEN NO
 LH1130'1 1951 AND PROJECTS 5 INCHES.
 LH1130'
 LH1130'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 32 FEET WEST FROM
 LH1130'A FENCE CORNER AND 3 FEET EAST OF A PINE TREE.  IT IS STAMPED
 LH1130'HANSEN NO 2 1951 AND PROJECTS 5 INCHES.
 LH1130'
 LH1130'THE AZIMUTH MARK IS LOCATED 40 FEET WEST FROM THE CENTER OF U.S.
 LH1130'HIGHWAY 281, 34 FEET SOUTH FROM THE CENTER OF THE DRIVEWAY TO MR.
 LH1130'JOHNSONS HOME, 1 FOOT SOUTH OF A WITNESS POST AND JUST NORTH
 LH1130'OF A TELEPHONE POLE.  IT IS STAMPED HANSEN 1951 AND PROJECTS
 LH1130'5 INCHES.
 LH1130'
 LH1130'TO REACH THE STATION FROM THE POST OFFICE IN HANSEN, GO NORTH
 LH1130'ON A GRAVELED ROAD FOR 0.15 MILE TO A T ROAD INTERSECTION, TURN
 LH1130'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO U.S. HIGHWAY
 LH1130'281.  TURN RIGHT AND GO NORTHEAST AND NORTH ON U.S. HIGHWAY 281
 LH1130'FOR 0.4 MILES TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK
 LH1130'AS DESCRIBED.  TURN LEFT AND GO UP THE DRIVEWAY FOR 0.3 MILE
 LH1130'TO THE TOP OF THE HILL AND A ROW OF PINE TREES ON THE LEFT,
 LH1130'TURN LEFT AND FOLLOW ALONG THE EAST SIDE OF THE ROW OF TREES
 LH1130'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1130
 LH1130                          STATION RECOVERY (1968)
 LH1130
 LH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1130'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LH1130'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LH1130'MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF HIGHWAY
 LH1130'CONSTRUCTION AND HAD TO BE MOVED.
 LH1130'
 LH1130'A NEW AZIMUTH MARK WAS SET ON LINE TO THE STATION MARK, DISTANCE
 LH1130'ABOUT 85.0 FEET, AND THEN THE OLD AZIMUTH MARK WAS DESTROYED.
 LH1130'
 LH1130'DUE TO TALL CORN NEAR THE STATION SITE NO OBSERVATIONS WERE
 LH1130'TAKEN AT THE STATION SITE.  A 14 FOOT TARGET WAS NEEDED TO
 LH1130'SEE THE STATION FROM THE AZIMUTH MARK.
 LH1130'
 LH1130'FOLLOWING IS A NEW DESCRIPTION.
 LH1130'
 LH1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 LH1130'STATE ROAD 134 WHICH LEADS TO TRUMBALL, GO NORTH ON U.S. HIGHWAY
 LH1130'281 FOR 1.0 MILE TO A CROSSROAD WHICH IS 3/4 MILE WEST OF THE
 LH1130'ABANDONED VILLAGE OF HANSEN.  CONTINUE NORTH ON U.S. HIGHWAY 281
 LH1130'FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK.
 LH1130'TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.25 MILE TO A FENCE.
 LH1130'TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF A FENCE FOR 0.1
 LH1130'MILE TO THE SOUTH EDGE OF PINE TREES AND THE STATION ON THE RIGHT.
 LH1130'
 LH1130'STATION MARK, A STANDARD DISK STAMPED HANSEN 1951, IS SET IN
 LH1130'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LH1130'OF THE GROUND.  IT IS 20 FEET NORTH-NORTHWEST OF A GATE POST,
 LH1130'6 FEET WEST OF A FENCE, AND 0.5 FEET WEST OF A METAL WITNESS
 LH1130'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1130'
 LH1130'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANSEN NO. 1 1951,
 LH1130'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 LH1130'INCHES.  IT IS 11 FEET EAST OF THE ROW OF PINE TREES AND 0.5
 LH1130'FEET EAST OF A FENCE.
 LH1130'
 LH1130'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANSEN NO. 2 1951,
 LH1130'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LH1130'INCHES.  IT IS 33 FEET WEST OF THE FENCE.
 LH1130'
 LH1130'AZIMUTH MARK, A STANDARD DISK STAMPED HANSEN 1951 1968, IS SET
 LH1130'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LH1130'IT IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 281, 44 FEET
 LH1130'SOUTH OF THE CENTER OF THE DRIVEWAY, 31.5 FEET SOUTH OF AN
 LH1130'EAST-WEST FENCE, 13 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH
 LH1130'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 LH1130'
 LH1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 LH1130'SOUTH OF DONIPHAN.
 LH1130
 LH1130                          STATION RECOVERY (1976)
 LH1130
 LH1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH1130'STATION, REF 1, REF 2 AND AZIMUTH WERE FOUND IN GOOD CONDITION.
 LH1130
 LH1130                          STATION RECOVERY (2006)
 LH1130
 LH1130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLB)
 LH1130'TO FIND THIS STATION MARK FOLLOW THE ABOVE DESCRIBED DRIVEWAY, NOW
 LH1130'ASPHALT ROADWAY.  DRIVE WILL TURN AND CONTINUE SOUTH FOR APROX 300
 LH1130'FEET.  THEN CONTINUE SOUTH ALONG FENCE LINE TO STATION MARK. MONUMENT
 LH1130'IS APROX. 12 WEST OF N-S FENCE LINE AND APROX 40 FEET NORTH OF E-W
 LH1130'FENCE, AND 48 FEET SOUTHEAST OF METAL BUIDING. (JLB)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1055 ***********************************************************************
 LH1055  DESIGNATION -  HANSON
 LH1055  PID         -  LH1055
 LH1055  STATE/COUNTY-  NE/PHELPS
 LH1055  COUNTRY     -  US
 LH1055  USGS QUAD   -  BERTRAND SE (2017)
 LH1055
 LH1055                         *CURRENT SURVEY CONTROL
 LH1055  ______________________________________________________________________
 LH1055* NAD 83(1995) POSITION- 40 33 49.96625(N) 099 33 42.53514(W)   ADJUSTED
 LH1055* NAVD 88 ORTHO HEIGHT -   745.    (meters)     2444.    (feet) SCALED
 LH1055  ______________________________________________________________________
 LH1055  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 LH1055  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 LH1055  HORZ ORDER      -  SECOND
 LH1055
 LH1055.The horizontal coordinates were established by classical geodetic methods
 LH1055.and adjusted by the National Geodetic Survey in August 1997.
 LH1055
 LH1055.The orthometric height was scaled from a topographic map.
 LH1055
 LH1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1055.GEOID18 height accuracy estimate available here.
 LH1055
 LH1055.Click photographs - Photos may exist for this station.
 LH1055
 LH1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1055
 LH1055. The following values were computed from the NAD 83(1995) position.
 LH1055
 LH1055;                    North         East     Units Scale Factor Converg.
 LH1055;SPC NE       -    81,206.468   537,100.824   MT  0.99979255   +0 17 25.4
 LH1055;SPC NE       -   266,424.89  1,762,138.29   sFT  0.99979255   +0 17 25.4
 LH1055;UTM  14      - 4,490,497.021   452,440.286   MT  0.99962784   -0 21 55.3
 LH1055
 LH1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1055!SPC NE       -   0.99988695  x   0.99979255  =   0.99967953
 LH1055!UTM  14      -   0.99988695  x   0.99962784  =   0.99951484
 LH1055
 LH1055:                Primary Azimuth Mark                     Grid Az
 LH1055:SPC NE       -  HANSON AZ MK                             265 51 05.2
 LH1055:UTM  14      -  HANSON AZ MK                             266 30 25.9
 LH1055
 LH1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5244090497(NAD 83)
 LH1055
 LH1055|---------------------------------------------------------------------|
 LH1055| PID    Reference Object                     Distance      Geod. Az  |
 LH1055|                                                           dddmmss.s |
 LH1055| LH1054 OVERTON MUNICIPAL TANK              APPROX.19.9 KM 0055603.2 |
 LH1055| LH1328 MOSES HILL CHURCH SPIRE             APPROX.11.8 KM 1200429.9 |
 LH1055| LH1375 HOLDREGE SAFE PATROL RAD MAST       APPROX.18.7 KM 1320326.6 |
 LH1055| LH1378 LOOMIS MUNICIPAL TANK               APPROX.10.6 KM 1535006.9 |
 LH1055| CN8718 HANSON RM 1                          22.180 METERS 19939     |
 LH1055| LH1058 BERTRAND IMMAN LUTH CH CROSS        APPROX. 7.4 KM 2343901.9 |
 LH1055| LH1057 BERTRAND MUNICIPAL TANK             APPROX. 7.2 KM 2382556.0 |
 LH1055| CN8717 HANSON AZ MK                                       2660830.6 |
 LH1055| LH1059 HOPE LUTHERAN CHURCH BELFRY         APPROX.10.0 KM 2721401.7 |
 LH1055| CN8719 HANSON RM 2                          15.545 METERS 27401     |
 LH1055| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.20.4 KM 3090404.4 |
 LH1055| LH1042 RADIO STATION KRVN WEST MAST        APPROX.21.3 KM 3474338.4 |
 LH1055|---------------------------------------------------------------------|
 LH1055
 LH1055                          SUPERSEDED SURVEY CONTROL
 LH1055
 LH1055  NAD 83(1986)-  40 33 49.97227(N)    099 33 42.53777(W) AD(       ) 2
 LH1055  NAD 27      -  40 33 49.94300(N)    099 33 41.14900(W) AD(       ) 2
 LH1055
 LH1055.Superseded values are not recommended for survey control.
 LH1055
 LH1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1055.See file dsdata.pdf to determine how the superseded data were derived.
 LH1055
 LH1055_MARKER: DS = TRIANGULATION STATION DISK
 LH1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1055_STAMPING: HANSON 1951
 LH1055_MARK LOGO: CGS
 LH1055_PROJECTION: FLUSH
 LH1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1055+STABILITY: SURFACE MOTION
 LH1055
 LH1055  HISTORY     - Date     Condition        Report By
 LH1055  HISTORY     - 1951     MONUMENTED       CGS
 LH1055
 LH1055                          STATION DESCRIPTION
 LH1055
 LH1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1055'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF LOOMIS,
 LH1055'4.5 MILES NORTHEAST OF BERTRAND AND AT THE NORTH EDGE OF
 LH1055'A FARM YARD.  IT IS 92.0 FEET NORTHEAST OF NORTHEAST CORNER
 LH1055'OF A HOUSE AND 74.0 FEET NORTH-NORTHEAST OF A YARD LIGHT
 LH1055'POLE.  IT IS SET FLUSH AND STAMPED HANSON 1951.
 LH1055'
 LH1055'REFERENCE MARK NO. 1 IS 38.0 FEET EAST OF THE NORTHEAST
 LH1055'CORNER OF A HOUSE AND 1.0 FOOT NORTHEAST OF A YARD LIGHT
 LH1055'POLE.  IT IS SET FLUSH AND STAMPED HANSON NO 1 1951.
 LH1055'
 LH1055'REFERENCE MARK NO. 2 IS 72.0 FEET NORTH OF THE NORTHEAST
 LH1055'CORNER OF A HOUSE AND 77.0 FEET NORTH-NORTHWEST OF A YARD
 LH1055'LIGHT POLE.  IT IS SET FLUSH AND STAMPED HANSON NO 2 1951.
 LH1055'
 LH1055'THE DISTANCE BETWEEN REFERENCE MARKS IS 76.7 FEET.
 LH1055'
 LH1055'THE AZIMUTH MARK IS 45.0 FEET SOUTHEAST OF THE CENTER OF
 LH1055'A T ROAD INTERSECTION, 33.0 FEET NORTH OF A POWERLINE POLE,
 LH1055'2.5 FEET NORTH OF A TELEPHONE POLE AND 1.5 FEET EAST OF
 LH1055'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HANSON 1951.
 LH1055'
 LH1055'TO REACH THE STATION FROM THE DEPOT IN BERTRAND, GO SOUTH
 LH1055'ON THE MAIN STREET FOR 0.25 MILE TO THE JUNCTION OF STATE
 LH1055'HIGHWAY 23.  TURN LEFT, EAST, ON STATE HIGHWAY 23 FOR 0.4
 LH1055'MILE TO A Y FORK, WHERE STATE HIGHWAY 23 TURNS RIGHT AND
 LH1055'A GRAVELED ROAD CONTINUES EAST.  FOLLOW GRAVELED ROAD EAST
 LH1055'FOR 3.0 MILES TO A CROSSROAD, TURN LEFT, NORTH, ON GRAVELED
 LH1055'ROAD FOR 2.7 MILES TO A T ROAD LEADING EAST TOWARD A FARM
 LH1055'YARD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN
 LH1055'RIGHT, EAST, ON FARM LANE FOR 0.3 MILE TO A FARM HOUSE AND
 LH1055'THE STATION AS DESCRIBED.
 LH1055'
 LH1055'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1170 ***********************************************************************
 LG1170  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1170  CBN         -  This is a Cooperative Base Network Control Station.
 LG1170  DESIGNATION -  HAPPY
 LG1170  PID         -  LG1170
 LG1170  STATE/COUNTY-  NE/LANCASTER
 LG1170  COUNTRY     -  US
 LG1170  USGS QUAD   -  RAYMOND (2017)
 LG1170
 LG1170                         *CURRENT SURVEY CONTROL
 LG1170  ______________________________________________________________________
 LG1170* NAD 83(2011) POSITION- 40 53 12.23483(N) 096 51 41.04901(W)   ADJUSTED
 LG1170* NAD 83(2011) ELLIP HT-   391.300 (meters)        (06/27/12)   ADJUSTED
 LG1170* NAD 83(2011) EPOCH   -  2010.00
 LG1170* NAVD 88 ORTHO HEIGHT -   417.90  (meters)     1371.1   (feet) GPS OBS
 LG1170  ______________________________________________________________________
 LG1170  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1170  GEOID HEIGHT    -        -26.638 (meters)                     GEOID18
 LG1170  NAD 83(2011) X  -   -576,926.665 (meters)                     COMP
 LG1170  NAD 83(2011) Y  - -4,794,543.849 (meters)                     COMP
 LG1170  NAD 83(2011) Z  -  4,153,177.885 (meters)                     COMP
 LG1170  LAPLACE CORR    -          6.69  (seconds)                    DEFLEC18
 LG1170
 LG1170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1170  Standards:
 LG1170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1170  -------------------------------------------------------------------
 LG1170  NETWORK    0.46   0.78           0.21   0.16   0.40      0.01584153
 LG1170  -------------------------------------------------------------------
 LG1170  Click here for local accuracies and other accuracy information.
 LG1170
 LG1170.The horizontal coordinates were established by GPS observations
 LG1170.and adjusted by the National Geodetic Survey in June 2012.
 LG1170
 LG1170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1170.been affixed to the stable North American tectonic plate. See 
 LG1170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1170
 LG1170.The horizontal coordinates are valid at the epoch date displayed above
 LG1170.which is a decimal equivalence of Year/Month/Day.
 LG1170
 LG1170.The orthometric height was determined by GPS observations and a
 LG1170.high-resolution geoid model using precise GPS observation and
 LG1170.processing techniques.
 LG1170
 LG1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1170.GEOID18 height accuracy estimate available here.
 LG1170
 LG1170.Click photographs - Photos may exist for this station.
 LG1170
 LG1170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1170
 LG1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1170
 LG1170.The ellipsoidal height was determined by GPS observations
 LG1170.and is referenced to NAD 83.
 LG1170
 LG1170. The following values were computed from the NAD 83(2011) position.
 LG1170
 LG1170;                    North         East     Units Scale Factor Converg.
 LG1170;SPC NE       -   121,755.214   764,384.971   MT  0.99971656   +2 04 47.8
 LG1170;SPC NE       -   399,458.56  2,507,819.69   sFT  0.99971656   +2 04 47.8
 LG1170;UTM  14      - 4,528,384.900   680,172.946   MT  0.99999956   +1 24 00.8
 LG1170
 LG1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1170!SPC NE       -   0.99993862  x   0.99971656  =   0.99965520
 LG1170!UTM  14      -   0.99993862  x   0.99999956  =   0.99993818
 LG1170
 LG1170:                Primary Azimuth Mark                     Grid Az
 LG1170:SPC NE       -  HAPPY AZ MK RESET                        092 16 00.7
 LG1170:UTM  14      -  HAPPY AZ MK RESET                        092 56 47.7
 LG1170
 LG1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8017228384(NAD 83)
 LG1170
 LG1170|---------------------------------------------------------------------|
 LG1170| PID    Reference Object                     Distance      Geod. Az  |
 LG1170|                                                           dddmmss.s |
 LG1170| CL7044 HAPPY RM 3                           11.488 METERS 07514     |
 LG1170| CL7042 HAPPY RM 1                           12.868 METERS 09150     |
 LG1170| CL7040 HAPPY AZ MK                                        0931444.2 |
 LG1170| CL7041 HAPPY AZ MK RESET                                  0942048.5 |
 LG1170| LG1181 LINCOLN AIR FORCE BASE TANK                        11118     |
 LG1170| CL7043 HAPPY RM 2                           19.861 METERS 27150     |
 LG1170| CL7045 HAPPY RM 4                           23.671 METERS 27541     |
 LG1170|---------------------------------------------------------------------|
 LG1170
 LG1170                          SUPERSEDED SURVEY CONTROL
 LG1170
 LG1170  NAD 83(2007)-  40 53 12.23484(N)    096 51 41.04962(W) AD(2002.00) 0
 LG1170  ELLIP H (02/10/07)  391.321  (m)                       GP(2002.00)    
 LG1170  ELLIP H (03/30/05)  391.286  (m)                       GP(       ) 3 1
 LG1170  ELLIP H (07/10/01)  391.313  (m)                       GP(       ) 4 1
 LG1170  NAD 83(1995)-  40 53 12.23476(N)    096 51 41.04873(W) AD(       ) B
 LG1170  ELLIP H (06/25/96)  391.358  (m)                       GP(       ) 1 1
 LG1170  NAD 83(1986)-  40 53 12.24546(N)    096 51 41.04611(W) AD(       ) 1
 LG1170  NAD 27      -  40 53 12.22045(N)    096 51 39.96980(W) AD(       ) 1
 LG1170  NAVD 88 (07/10/01)  418.0    (m)  GEOID99  model used  GPS OBS        
 LG1170  NAVD 88 (06/25/96)  417.9    (m)  GEOID93  model used  GPS OBS        
 LG1170  NGVD 29             417.81   (m)         1370.8    (f) LEVELING    3  
 LG1170
 LG1170.Superseded values are not recommended for survey control.
 LG1170
 LG1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1170.See file dsdata.pdf to determine how the superseded data were derived.
 LG1170
 LG1170_MARKER: DS = TRIANGULATION STATION DISK
 LG1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1170_STAMPING: HAPPY 1947
 LG1170_MARK LOGO: CGS
 LG1170_PROJECTION: FLUSH
 LG1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1170+STABILITY: SURFACE MOTION
 LG1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1170+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2017
 LG1170
 LG1170  HISTORY     - Date     Condition        Report By
 LG1170  HISTORY     - 1947     MONUMENTED       CGS
 LG1170  HISTORY     - 1958     GOOD             CGS
 LG1170  HISTORY     - 1967     GOOD             CGS
 LG1170  HISTORY     - 1976     GOOD             NGS
 LG1170  HISTORY     - 19950816 GOOD             NE-109
 LG1170  HISTORY     - 20000601 GOOD             NEDR
 LG1170  HISTORY     - 2002     GOOD             NEDR
 LG1170  HISTORY     - 20100503 GOOD             INDIV
 LG1170  HISTORY     - 20150815 GOOD             NEGS
 LG1170  HISTORY     - 20161209 GOOD             WOOLPT
 LG1170  HISTORY     - 20170105 GOOD             NEGS
 LG1170
 LG1170                          STATION DESCRIPTION
 LG1170
 LG1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1170'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LINCOLN
 LG1170'AND 2.5 MILES EAST OF THE SEWARD COUNTY LINE ON THE RIGHT-OF-WAY
 LG1170'OF U.S. HIGHWAY 34.  IT IS 8 FEET SOUTH OF A FENCE LINE, 20
 LG1170'FEET NORTHWEST OF A POWER LINE POLE, 12 FEET NORTH OF THE
 LG1170'SOUTH EDGE OF A HIGH BANK, 15 FEET SOUTHWEST OF A T FENCE
 LG1170'CORNER AND 7.5 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN
 LG1170'WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED HAPPY 1947 AND
 LG1170'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1170'
 LG1170'REFERENCE MARK NO. 1 IS 23.5 FEET EAST-NORTHEAST OF A POWER
 LG1170'LINE POLE AND 7 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LG1170'STAMPED HAPPY NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1170'GROUND.
 LG1170'
 LG1170'REFERENCE MARK NO. 2 IS 77 FEET WEST OF A T FENCE CORNER AND 1 FOOT
 LG1170'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HAPPY NO 2
 LG1170'1947 AND PROJECTS 8 INCHES.
 LG1170'
 LG1170'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 40.5 FEET SOUTH OF THE
 LG1170'CENTER OF U.S. HIGHWAY 34, 15 FEET NORTH OF AN EAST-WEST FENCE
 LG1170'LINE, 1 FOOT WEST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 LG1170'4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 LG1170'ABOUT 10 FEET HIGHER THAN THE ROAD BED.  IT IS STAMPED HAPPY
 LG1170'1947 AND PROJECTS 6 INCHES.
 LG1170'
 LG1170'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 LG1170'NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES TO THE JUNCTION OF
 LG1170'U.S. HIGHWAYS 34 AND 6.  TURN LEFT, WEST, ON U.S. HIGHWAY 34,
 LG1170'9.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1170'CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 LG1170'DESCRIBED.
 LG1170'
 LG1170'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1170'
 LG1170'A 10 FOOT SIGNAL AT EMERALD IS VISIBLE AT 30 FEET.
 LG1170'
 LG1170'A 74 FOOT SIGNAL AT HAINES IS V.G.
 LG1170'
 LG1170'A 74 FOOT SIGNAL AT MILFORD IS V.G.
 LG1170'
 LG1170'A 74 FOOT SIGNAL AT GARLAND IS V.G.
 LG1170'
 LG1170'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1170
 LG1170                          STATION RECOVERY (1958)
 LG1170
 LG1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1170'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1170'GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE
 LG1170'AZIMUTH MARK AND COVER WITH EARTH THE STATION AND BOTH REFERENCE
 LG1170'MARKS.  THE AZIMUTH AND REFERENCE MARKS WERE MOVED.  THE
 LG1170'STATION MARK WILL BE COVERED TO A DEPTH OF ABOUT 20 INCHES BY
 LG1170'A BUILDUP BANK BETWEEN THE RIGHT-OF-WAY FENCE AND THE TOP OF
 LG1170'THE BACK SLOPE ON THE NORTH SIDE OF U.S. HIGHWAY 34.  A
 LG1170'COMPLETE DESCRIPTION FOLLOWS.
 LG1170'
 LG1170'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LINCOLN, 2 AND
 LG1170'1/2 MILES EAST OF THE SEWARD COUNTY LINE, AND 1 AND 1/2 MILES
 LG1170'SOUTH OF THE SMALL VILLAGE OF MALCOLM ON THE RIGHT-OF-WAY
 LG1170'OF U.S. HIGHWAY 34 NEAR THE SOUTHWEST CORNER OF THE SE 1/4
 LG1170'OF SEC. 28, T 11 N, R 5 E JUST SOUTH OF FARM BUILDINGS, 56 FEET
 LG1170'NORTH OF THE CENTER OF U.S. HIGHWAY 34, 15 FEET SOUTHWEST OF
 LG1170'FENCE T-INTERSECTION, 9.5 FEET SOUTH OF FENCE, 9 FEET SOUTH
 LG1170'OF WITNESS POST, AND 8 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 LG1170'THE MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND AND
 LG1170'THE DISK IS STAMPED HAPPY 1947.  THE STATION MARKS ARE
 LG1170'DESCRIBED IN NOTES 1A AND 7A.
 LG1170'
 LG1170'REFERENCE MARK NO. 3 IS 37.64 FEET EAST-NORTHEAST OF THE STATION,
 LG1170'35 FEET EAST OF A POWER POLE, 25 FEET EAST OF A FENCE
 LG1170'T-INTERSECTION, AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  THE MARK
 LG1170'PROJECTS 4 INCHES AND THE DISK IS STAMPED HAPPY NO 3 1947.
 LG1170'
 LG1170'REFERENCE MARK NO. 4 IS 77.58 FEET WEST OF THE STATION, 88
 LG1170'FEET WEST OF A FENCE T-INTERSECTION, 78 FEET WEST OF A POWER POLE,
 LG1170'AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LG1170'INCHES AND THE DISK IS STAMPED HAPPY NO 4 1947.
 LG1170'
 LG1170'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 65 FEET SOUTH
 LG1170'OF THE CENTER OF U.S. HIGHWAY 34, 2.5 FEET WEST OF A TELEPHONE POLE,
 LG1170'AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 LG1170'AND THE DISK IS STAMPED HAPPY 1947 RESET 1958.
 LG1170'
 LG1170'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 LG1170'NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES TO THE JUNCTION OF U.S.
 LG1170'HIGHWAYS 6 AND 34.  TURN LEFT AND GO WEST ON U.S. HIGHWAY
 LG1170'34 FOR 5.2 MILES TO THE OAK CREEK BRIDGE.  CONTINUE WEST
 LG1170'ON U.S. HIGHWAY 34 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LG1170'CONTINUE WEST ON U.S. HIGHWAY 34 FOR 0.25 MILE TO FARM BUILDINGS
 LG1170'AND THE STATION ON THE RIGHT.
 LG1170
 LG1170                          STATION RECOVERY (1967)
 LG1170
 LG1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GLD)
 LG1170'DESCRIPTION IS ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 LG1170'THE AZ. MK. PROJECTS 4 INCHES AND IS STAMPED HAPPY 1947 RESET
 LG1170'1958.
 LG1170
 LG1170                          STATION RECOVERY (1976)
 LG1170
 LG1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1170'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1958
 LG1170'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.  THE
 LG1170'MARKS ARE ON THE TOP OF HIGH ROAD CUT BANKS.  A NEW METAL WITNESS
 LG1170'POST WAS SET BESIDE THE ORIGINAL WOODEN WITNESS POST AT THE STATION
 LG1170'MARK AND THE AZIMUTH MARK.
 LG1170'
 LG1170'NOTE--A 3/4 INCH REBAR, ABOUT 3 FEET IN LENGTH WAS DRIVEN INTO THE
 LG1170'GROUND BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1170'
 LG1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.0 MILES
 LG1170'NORTHWEST OF LINCOLN.
 LG1170
 LG1170                          STATION RECOVERY (1995)
 LG1170
 LG1170'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG1170'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 9 MI
 LG1170'(14.5 KM) NORTHWEST OF LINCOLN, 6.5 MI (10.5 KM) SOUTHEAST OF RAYMOND,
 LG1170'2.5 MI (4.0 KM) EAST OF THE SEWARD-LANCASTER COUNTY LINE, NEAR THE
 LG1170'SOUTHWEST CORNER OF THE SE1/4, SEC28, T11N, R5E AND ON TOP OF A HIGH
 LG1170'CUT BANK ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 34.  TO REACH THE
 LG1170'MARK FROM THE JUNCTION OF STATE HIGHWAY 79 WITH U.S. HIGHWAY 34, ABOUT
 LG1170'5 MI (8.0 KM) SOUTH OF RAYMOND, GO WEST ON U.S. HIGHWAY 34 FOR 3.6 MI
 LG1170'(5.8 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 LG1170'SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 1 FT (0.3 M) BELOW THE
 LG1170'GROUND SURFACE.  IT IS 77.54 FT (23.63 M) EAST OF REFERENCE MARK 4,
 LG1170'37.68 FT (11.48 M) WEST-SOUTHWEST OF REFERENCE MARK 3, 9.5 FT (2.9 M)
 LG1170'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 16.4 FT (5.0 M) SOUTHWEST OF A
 LG1170'RIGHT-OF-WAY MARKER, 9.5 FT (2.9 M) SOUTH OF A WITNESS POST AND 4 FT
 LG1170'(1.2 M) NORTH OF THE SOUTH EDGE OF THE HIGH CUT BANK.
 LG1170
 LG1170                          STATION RECOVERY (2000)
 LG1170
 LG1170'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1170'RECOVERED AS DESCRIBED.
 LG1170
 LG1170                          STATION RECOVERY (2002)
 LG1170
 LG1170'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1170'RECOVERED AS DESCRIBED.
 LG1170
 LG1170                          STATION RECOVERY (2010)
 LG1170
 LG1170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1170'RECOVERED IN GOOD CONDITION.
 LG1170
 LG1170                          STATION RECOVERY (2015)
 LG1170
 LG1170'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (JA)
 LG1170'RECOVERED IN GOOD CONDITION.
 LG1170
 LG1170                          STATION RECOVERY (2016)
 LG1170
 LG1170'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1170'RECOVERED IN GOOD CONDITION.
 LG1170
 LG1170                          STATION RECOVERY (2017)
 LG1170
 LG1170'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 LG1170'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0505 ***********************************************************************
 NO0505  DESIGNATION -  HARLAN
 NO0505  PID         -  NO0505
 NO0505  STATE/COUNTY-  NE/CHERRY
 NO0505  COUNTRY     -  US
 NO0505  USGS QUAD   -  IRWIN SW (2017)
 NO0505
 NO0505                         *CURRENT SURVEY CONTROL
 NO0505  ______________________________________________________________________
 NO0505* NAD 83(1995) POSITION- 42 47 38.94294(N) 101 52 43.26523(W)   ADJUSTED
 NO0505* NAVD 88 ORTHO HEIGHT -  1100.    (meters)     3609.    (feet) SCALED
 NO0505  ______________________________________________________________________
 NO0505  GEOID HEIGHT    -        -19.038 (meters)                     GEOID18
 NO0505  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 NO0505  HORZ ORDER      -  FIRST
 NO0505
 NO0505.The horizontal coordinates were established by classical geodetic methods
 NO0505.and adjusted by the National Geodetic Survey in August 1997.
 NO0505
 NO0505.The orthometric height was scaled from a topographic map.
 NO0505
 NO0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0505.GEOID18 height accuracy estimate available here.
 NO0505
 NO0505.Click photographs - Photos may exist for this station.
 NO0505
 NO0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0505
 NO0505. The following values were computed from the NAD 83(1995) position.
 NO0505
 NO0505;                    North         East     Units Scale Factor Converg.
 NO0505;SPC NE       -   330,424.022   346,325.436   MT  0.99991211   -1 14 42.0
 NO0505;SPC NE       - 1,084,066.15  1,136,236.03   sFT  0.99991211   -1 14 42.0
 NO0505;UTM  14      - 4,741,975.689   264,573.619   MT  1.00028193   -1 57 23.7
 NO0505
 NO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0505!SPC NE       -   0.99983043  x   0.99991211  =   0.99974256
 NO0505!UTM  14      -   0.99983043  x   1.00028193  =   1.00011232
 NO0505
 NO0505:                Primary Azimuth Mark                     Grid Az
 NO0505:SPC NE       -  HARLAN AZ MK                             283 12 54.8
 NO0505:UTM  14      -  HARLAN AZ MK                             283 55 36.5
 NO0505
 NO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6457341975(NAD 83)
 NO0505
 NO0505|---------------------------------------------------------------------|
 NO0505| PID    Reference Object                     Distance      Geod. Az  |
 NO0505|                                                           dddmmss.s |
 NO0505| CQ3894 HARLAN RM 1                          22.363 METERS 08715     |
 NO0505| CQ3895 HARLAN RM 2                          15.535 METERS 15841     |
 NO0505| CQ3893 HARLAN AZ MK                                       2815812.8 |
 NO0505|---------------------------------------------------------------------|
 NO0505
 NO0505                          SUPERSEDED SURVEY CONTROL
 NO0505
 NO0505  NAD 83(1986)-  42 47 38.93577(N)    101 52 43.27034(W) AD(       ) 1
 NO0505  NAD 27      -  42 47 38.93900(N)    101 52 41.70800(W) AD(       ) 1
 NO0505
 NO0505.Superseded values are not recommended for survey control.
 NO0505
 NO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0505.See file dsdata.pdf to determine how the superseded data were derived.
 NO0505
 NO0505_MARKER: DS = TRIANGULATION STATION DISK
 NO0505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0505_STAMPING: HARLAN 1946
 NO0505_MARK LOGO: CGS
 NO0505_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0505
 NO0505  HISTORY     - Date     Condition        Report By
 NO0505  HISTORY     - 1946     MONUMENTED       CGS
 NO0505  HISTORY     - 1968     GOOD             USGS
 NO0505
 NO0505                          STATION DESCRIPTION
 NO0505
 NO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0505'THE STATION IS ON THE CREST AND HIGHEST PART OF A PROMINENT
 NO0505'NORTH AND SOUTH SAND RIDGE.  IT IS ABOUT 12.3 MILES, AIR LINE,
 NO0505'SOUTHWEST OF MERRIMAN, 16.7 MILES EAST OF GORDON AND ABOUT
 NO0505'2.5 MILES SOUTH OF U.S. HIGHWAY NO. 20.  IT IS A STANDARD
 NO0505'U.S.C. AND G.S. DISK BRAZED TO THE TOP OF A 3 INCH CAST-IRON
 NO0505'PIPE THAT PROJECTS 12 INCHES.  IT IS STAMPED HARLAN 1946.
 NO0505'
 NO0505'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0505'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 15 INCHES.
 NO0505'IT IS ON THE EAST SLOPE OF A SAND RIDGE AND IS ABOUT 20
 NO0505'FEET BELOW STATION ELEVATION.  IT IS STAMPED HARLAN NO 1 1946.
 NO0505'
 NO0505'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0505'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 18 INCHES.
 NO0505'IT IS ON THE SOUTH END OF A SAND RIDGE AND IS 18 INCHES
 NO0505'BELOW STATION ELEVATION.  IT IS STAMPED HARLAN NO 2 1946.
 NO0505'
 NO0505'AZIMUTH MARK IS NEAR THE CENTER OF A NORTH-SOUTH VALLEY AND
 NO0505'IS 0.3 MILE SOUTH OF A WINDMILL AND 75 FEET EAST OF THE
 NO0505'CENTER OF A NORTH-SOUTH TRACK ROAD.  IT IS A STANDARD U.S.C.
 NO0505'AND G.S. DISK BRAZED TO THE TOP OF A 3-INCH CAST-IRON PIPE
 NO0505'THAT PROJECTS 12 INCHES.  IT IS STAMPED HARLAN 1946.
 NO0505'
 NO0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0505'20 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NO0505'EAST ON U.S. HIGHWAY NO. 20 FOR 14.35 MILES TO A SIDE ROAD
 NO0505'RIGHT AND A CATTLE GUARD.  TURN RIGHT, SOUTH, ON TO TRACK
 NO0505'ROAD, CROSSING CATTLE GUARD AND CONTINUE FOR 1.35 MILES TO
 NO0505'A DIM TRACK ROAD LEFT, EAST.  TURN LEFT, EAST, AND FOLLOW A
 NO0505'DIM TRACK ROAD AND CATTLE TRAIL FOR 0.55 MILE TO A WIRE GATE
 NO0505'IN A NORTH-SOUTH FENC E LINE.  PASS THROUGH WIRE GATE AND
 NO0505'CONTINUE EASTERLY ON DIM TRACK ROAD FOR 0.7 MILE TO A POINT
 NO0505'ABOUT 50 YARDS WEST OF A WINDMILL.  TURN RIGHT AND GO
 NO0505'SOUTHEAST FOR 0.1 MILE TO A NORTH-SOUTH TRACK ROAD.  TURN
 NO0505'RIGHT ON TRACK ROAD AND GO SOUTH FOR 0.25 MILE.  *TURN
 NO0505'LEFT, LEAVING TRACK ROAD, AND DRIVE EASTERLY ACROSS COUNTRY FOR
 NO0505'0.6 MILE TO THE TOP OF A SAND RIDGE.  TURN RIGHT AND DRIVE
 NO0505'SOUTH UP RIDGE FOR 0.25 MILE TO A POINT ABOUT 20 YARDS
 NO0505'NORTH OF THE HIGHEST PART OF RIDGE AND THE STATION AS
 NO0505'DESCRIBED.
 NO0505'
 NO0505'*AT THIS POINT IN THE ABOVE DESCRIPTION IS THE AZIMUTH MARK
 NO0505'AS DESCRIBED.
 NO0505
 NO0505                          STATION RECOVERY (1968)
 NO0505
 NO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NO0505'STA. MK., AZI. MK., AND REF. MK. NO. 2 WERE RECOVERED AND
 NO0505'FOUND IN GOOD CONDITION AS DESCRIBED.  REF. MK. NO. 1 WAS
 NO0505'FOUND TO BE DESTROYED.
 NO0505'DISTANCES AND DIRECTIONS TO AZI. MK. AND REF. MK. NO. 2 CHECKED.
 NO0505'
 NO0505'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--TO REACH
 NO0505'FROM THE P.O. AT GORDON, GO 0.05 MI. EAST ON 2ND ST. TO U.S.
 NO0505'HWY 27 (MAIN ST.), TURN RIGHT (SOUTH) AND GO 0.3 MI. TO
 NO0505'JUNCTION U.S. HWY 27 AND 20, TURN LEFT (EAST) AND GO 14.55
 NO0505'MI. ALONG U.S. HWY 20 TO A T-ROAD SOUTH, TURN RIGHT (SOUTH)
 NO0505'AND GO 1.9 MI. (APPROXIMATELY 300 FT. NORTH OF CATTLE GUARD
 NO0505'AND FENCE), TURN LEFT (SOUTHEAST) AND FOLLOW TRACK ROAD
 NO0505'ACROSS OPEN FIELD FOR 0.1 MI. TO WIRE GATE, PASS THROUGH
 NO0505'GATE AND GO ALONG TRACK ROAD 1.0 MI. TO A WINDMILL, TURN
 NO0505'LEFT (EAST) AND GO 0.8 MI. ACROSS OPEN RANGE OVER AND AROUND
 NO0505'SAND HILLS TO HIGHEST POINT ON HIGHEST RIDGE TO STATION
 NO0505'OVER-LOOKING VALLEY TO SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1354 ***********************************************************************
 LH1354  DESIGNATION -  HARLAN
 LH1354  PID         -  LH1354
 LH1354  STATE/COUNTY-  NE/HARLAN
 LH1354  COUNTRY     -  US
 LH1354  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH1354
 LH1354                         *CURRENT SURVEY CONTROL
 LH1354  ______________________________________________________________________
 LH1354* NAD 83(1995) POSITION- 40 05 22.17248(N) 099 12 47.22619(W)   ADJUSTED
 LH1354* NAVD 88 ORTHO HEIGHT -   607.    (meters)     1991.    (feet) SCALED
 LH1354  ______________________________________________________________________
 LH1354  GEOID HEIGHT    -        -25.435 (meters)                     GEOID18
 LH1354  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 LH1354  HORZ ORDER      -  SECOND
 LH1354
 LH1354.The horizontal coordinates were established by classical geodetic methods
 LH1354.and adjusted by the National Geodetic Survey in August 1997.
 LH1354
 LH1354.The orthometric height was scaled from a topographic map.
 LH1354
 LH1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1354.GEOID18 height accuracy estimate available here.
 LH1354
 LH1354.Click photographs - Photos may exist for this station.
 LH1354
 LH1354.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1354
 LH1354. The following values were computed from the NAD 83(1995) position.
 LH1354
 LH1354;                    North         East     Units Scale Factor Converg.
 LH1354;SPC NE       -    28,748.224   567,103.494   MT  0.99996076   +0 31 17.3
 LH1354;SPC NE       -    94,318.13  1,860,572.05   sFT  0.99996076   +0 31 17.3
 LH1354;UTM  14      - 4,437,711.831   481,832.042   MT  0.99960406   -0 08 14.1
 LH1354
 LH1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1354!SPC NE       -   0.99990874  x   0.99996076  =   0.99986950
 LH1354!UTM  14      -   0.99990874  x   0.99960406  =   0.99951283
 LH1354
 LH1354:                Primary Azimuth Mark                     Grid Az
 LH1354:SPC NE       -  HARLAN AZ MK                             175 28 06.1
 LH1354:UTM  14      -  HARLAN AZ MK                             176 07 37.5
 LH1354
 LH1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8183237711(NAD 83)
 LH1354
 LH1354|---------------------------------------------------------------------|
 LH1354| PID    Reference Object                     Distance      Geod. Az  |
 LH1354|                                                           dddmmss.s |
 LH1354| LH1351 HARLAN COUNTY DAM WATER TANK        126.453 METERS 00612     |
 LH1354| CN8728 HARLAN RM 1                          17.300 METERS 13528     |
 LH1354| LH1352 HARLAN CO DAM AEDG N RAD MAST       224.537 METERS 17005     |
 LH1354| CN8727 HARLAN AZ MK                                       1755923.4 |
 LH1354| LH1356 HARLAN COUNTY DAM MARK               58.412 METERS 22601     |
 LH1354| LH1361 ALMA MUNICIPAL TANK                 APPROX.12.9 KM 2784319.6 |
 LH1354| LH1355 REPUBLICAN CITY MUNICIPAL TANK      APPROX. 1.7 KM 3301208.5 |
 LH1354|---------------------------------------------------------------------|
 LH1354
 LH1354                          SUPERSEDED SURVEY CONTROL
 LH1354
 LH1354  NAD 83(1986)-  40 05 22.17708(N)    099 12 47.22667(W) AD(       ) 2
 LH1354  NAD 27      -  40 05 22.13300(N)    099 12 45.89400(W) AD(       ) 2
 LH1354
 LH1354.Superseded values are not recommended for survey control.
 LH1354
 LH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1354.See file dsdata.pdf to determine how the superseded data were derived.
 LH1354
 LH1354_MARKER: DS = TRIANGULATION STATION DISK
 LH1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1354_STAMPING: HARLAN 1951
 LH1354_MARK LOGO: CGS
 LH1354_PROJECTION: FLUSH
 LH1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1354+STABILITY: SURFACE MOTION
 LH1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1354+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 LH1354
 LH1354  HISTORY     - Date     Condition        Report By
 LH1354  HISTORY     - 1951     MONUMENTED       CGS
 LH1354  HISTORY     - 20100526 GOOD             USACE
 LH1354
 LH1354                          STATION DESCRIPTION
 LH1354
 LH1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1354'THE STATION IS LOCATED 0.1 MILE NORTH OF THE ADMINISTRATION BUILDING
 LH1354'OF THE HARLAN COUNTY DAM, 100 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1354'STREET AND 47 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.  IT IS
 LH1354'STAMPED HARLAN 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1354'
 LH1354'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 LH1354'THE EAST EDGE OF A SIDEWALK, 57 FEET NORTH OF THE CENTER OF AN
 LH1354'EAST-WEST STREET.  IT IS STAMPED HARLAN NO 1 1951.
 LH1354'
 LH1354'REFERENCE MARK NO. 2 IS A USBR BENCH MARK DISK SET IN CONCRETE IN THE
 LH1354'TOP OF 3 INCH IRON PIPE PROJECTING 3 INCHES, 90 FEET WEST OF THE
 LH1354'CENTER OF A NORTH-SOUTH STREET AND 27 FEET SOUTH OF THE CENTER OF AN
 LH1354'EAST-WEST STREET.  THERE IS NO STAMPING ON THE MARK.
 LH1354'
 LH1354'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 200.43 FEET.
 LH1354'
 LH1354'THE AZIMUTH MARK IS IN THE NORTH EDGE OF THE EAST RETAINING WALL OF
 LH1354'CONCRETE BRIDGE ACROSS SPILLWAY OF DAM.  IT IS A STANDARD BRONZE DISK
 LH1354'SET IN A DRILL HOLE AND IS STAMPED HARLAN 1951.
 LH1354'
 LH1354'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS DAM FOR
 LH1354'1.1 MILES TO A CONCRETE BRIDGE OVER SPILLWAY AND AZIMUTH ON LEFT AS
 LH1354'DESCRIBED.
 LH1354'
 LH1354'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1354
 LH1354                          STATION RECOVERY (2010)
 LH1354
 LH1354'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (MDD)
 LH1354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1352 ***********************************************************************
 LH1352  DESIGNATION -  HARLAN CO DAM AEDG N RAD MAST
 LH1352  PID         -  LH1352
 LH1352  STATE/COUNTY-  NE/HARLAN
 LH1352  COUNTRY     -  US
 LH1352  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH1352
 LH1352                         *CURRENT SURVEY CONTROL
 LH1352  ______________________________________________________________________
 LH1352* NAD 83(1995) POSITION- 40 05 15.00143(N) 099 12 45.59325(W)   ADJUSTED
 LH1352  ______________________________________________________________________
 LH1352  GEOID HEIGHT    -        -25.436 (meters)                     GEOID18
 LH1352  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 LH1352  HORZ ORDER      -  THIRD
 LH1352
 LH1352.The horizontal coordinates were established by classical geodetic methods
 LH1352.and adjusted by the National Geodetic Survey in August 1997.
 LH1352
 LH1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1352.GEOID18 height accuracy estimate available here.
 LH1352
 LH1352.Click photographs - Photos may exist for this station.
 LH1352
 LH1352.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1352
 LH1352. The following values were computed from the NAD 83(1995) position.
 LH1352
 LH1352;                    North         East     Units Scale Factor Converg.
 LH1352;SPC NE       -    28,527.414   567,144.188   MT  0.99996160   +0 31 18.4
 LH1352;SPC NE       -    93,593.69  1,860,705.56   sFT  0.99996160   +0 31 18.4
 LH1352;UTM  14      - 4,437,490.647   481,870.182   MT  0.99960405   -0 08 13.0
 LH1352
 LH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8187037490(NAD 83)
 LH1352
 LH1352                          SUPERSEDED SURVEY CONTROL
 LH1352
 LH1352  NAD 83(1986)-  40 05 15.00575(N)    099 12 45.59325(W) AD(       ) 3
 LH1352  NAD 27      -  40 05 14.95600(N)    099 12 44.26100(W) AD(       ) 3
 LH1352
 LH1352.Superseded values are not recommended for survey control.
 LH1352
 LH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1352.See file dsdata.pdf to determine how the superseded data were derived.
 LH1352
 LH1352_MARKER: 42 = RADIO/TV MAST
 LH1352
 LH1352  HISTORY     - Date     Condition        Report By
 LH1352  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1352
 LH1352                          STATION DESCRIPTION
 LH1352
 LH1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1352'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF REPUBLICAN
 LH1352'CITY AND 0.5 MILE NORTH OF THE HARLAN COUNTY DAM.  IT IS
 LH1352'110.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HARLAN COUNTY
 LH1352'DAM ENGINEERING BUILDING.  IT IS A SELF SUPPORTING TUBULAR STEEL
 LH1352'STRUCTURE WITH A RED LIGHT AND A SMALL ANTENNA AT ITS TOP.
 LH1352'THE OVERALL HEIGHT IS ABOUT 90.0 FEET.
 LH1352'
 LH1352'THE RED LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1356 ***********************************************************************
 LH1356  DESIGNATION -  HARLAN COUNTY DAM MARK
 LH1356  PID         -  LH1356
 LH1356  STATE/COUNTY-  NE/HARLAN
 LH1356  COUNTRY     -  US
 LH1356  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH1356
 LH1356                         *CURRENT SURVEY CONTROL
 LH1356  ______________________________________________________________________
 LH1356* NAD 83(1995) POSITION- 40 05 20.85732(N) 099 12 49.00041(W)   ADJUSTED
 LH1356* NAVD 88 ORTHO HEIGHT -   607.    (meters)     1991.    (feet) SCALED
 LH1356  ______________________________________________________________________
 LH1356  GEOID HEIGHT    -        -25.434 (meters)                     GEOID18
 LH1356  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 LH1356  HORZ ORDER      -  SECOND
 LH1356
 LH1356.The horizontal coordinates were established by classical geodetic methods
 LH1356.and adjusted by the National Geodetic Survey in August 1997.
 LH1356
 LH1356.The orthometric height was scaled from a topographic map.
 LH1356
 LH1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1356.GEOID18 height accuracy estimate available here.
 LH1356
 LH1356.Click photographs - Photos may exist for this station.
 LH1356
 LH1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1356
 LH1356. The following values were computed from the NAD 83(1995) position.
 LH1356
 LH1356;                    North         East     Units Scale Factor Converg.
 LH1356;SPC NE       -    28,707.281   567,061.836   MT  0.99996091   +0 31 16.1
 LH1356;SPC NE       -    94,183.80  1,860,435.37   sFT  0.99996091   +0 31 16.1
 LH1356;UTM  14      - 4,437,671.384   481,789.931   MT  0.99960408   -0 08 15.2
 LH1356
 LH1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1356!SPC NE       -   0.99990874  x   0.99996091  =   0.99986965
 LH1356!UTM  14      -   0.99990874  x   0.99960408  =   0.99951285
 LH1356
 LH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8178937671(NAD 83)
 LH1356
 LH1356                          SUPERSEDED SURVEY CONTROL
 LH1356
 LH1356  NAD 83(1986)-  40 05 20.86193(N)    099 12 49.00088(W) AD(       ) 2
 LH1356  NAD 27      -  40 05 20.81800(N)    099 12 47.66800(W) AD(       ) 2
 LH1356
 LH1356.Superseded values are not recommended for survey control.
 LH1356
 LH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1356.See file dsdata.pdf to determine how the superseded data were derived.
 LH1356
 LH1356_MARKER: DB = BENCH MARK DISK
 LH1356_SETTING: 0 = UNSPECIFIED SETTING
 LH1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1356+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 LH1356
 LH1356  HISTORY     - Date     Condition        Report By
 LH1356  HISTORY     - 1951     MONUMENTED       BOR
 LH1356  HISTORY     - 20110525 GOOD             GEOCAC
 LH1356
 LH1356                          STATION DESCRIPTION
 LH1356
 LH1356'DESCRIBED BY US BUREAU OF RECLAMATION 1951
 LH1356'THE STATION IS LOCATED 0.1 MILE NORTH OF THE ADMINISTRATION
 LH1356'BUILDING OF THE HARLAN COUNTY DAM.
 LH1356'
 LH1356'USBR BENCH MARK DISK SET IN CONCRETE
 LH1356'IN THE TOP OF 3 INCH IRON PIPE PROJECTING 3 INCHES, 90 FEET WEST
 LH1356'OF THE CENTER OF A NORTH-SOUTH STREET AND 27 FEET SOUTH OF THE
 LH1356'CENTER OF AN EAST-WEST STREET.  THERE IS NO STAMPING ON THE
 LH1356'MARK.
 LH1356
 LH1356                          STATION RECOVERY (2011)
 LH1356
 LH1356'RECOVERY NOTE BY GEOCACHING 2011
 LH1356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1351 ***********************************************************************
 LH1351  DESIGNATION -  HARLAN COUNTY DAM WATER TANK
 LH1351  PID         -  LH1351
 LH1351  STATE/COUNTY-  NE/HARLAN
 LH1351  COUNTRY     -  US
 LH1351  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH1351
 LH1351                         *CURRENT SURVEY CONTROL
 LH1351  ______________________________________________________________________
 LH1351* NAD 83(1995) POSITION- 40 05 26.24828(N) 099 12 46.64903(W)   ADJUSTED
 LH1351  ______________________________________________________________________
 LH1351  GEOID HEIGHT    -        -25.436 (meters)                     GEOID18
 LH1351  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 LH1351  HORZ ORDER      -  THIRD
 LH1351
 LH1351.The horizontal coordinates were established by classical geodetic methods
 LH1351.and adjusted by the National Geodetic Survey in August 1997.
 LH1351
 LH1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1351.GEOID18 height accuracy estimate available here.
 LH1351
 LH1351.Click photographs - Photos may exist for this station.
 LH1351
 LH1351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1351
 LH1351. The following values were computed from the NAD 83(1995) position.
 LH1351
 LH1351;                    North         East     Units Scale Factor Converg.
 LH1351;SPC NE       -    28,874.050   567,116.021   MT  0.99996027   +0 31 17.7
 LH1351;SPC NE       -    94,730.95  1,860,613.15   sFT  0.99996027   +0 31 17.7
 LH1351;UTM  14      - 4,437,837.460   481,846.010   MT  0.99960406   -0 08 13.7
 LH1351
 LH1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8184637837(NAD 83)
 LH1351
 LH1351                          SUPERSEDED SURVEY CONTROL
 LH1351
 LH1351  NAD 83(1986)-  40 05 26.25289(N)    099 12 46.64910(W) AD(       ) 3
 LH1351  NAD 27      -  40 05 26.21900(N)    099 12 45.31500(W) AD(       ) 3
 LH1351
 LH1351.Superseded values are not recommended for survey control.
 LH1351
 LH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1351.See file dsdata.pdf to determine how the superseded data were derived.
 LH1351
 LH1351_MARKER: 53 = ELEVATED TANK
 LH1351
 LH1351  HISTORY     - Date     Condition        Report By
 LH1351  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1351
 LH1351                          STATION DESCRIPTION
 LH1351
 LH1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1351'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF REPUBLICAN
 LH1351'CITY, 1.0 MILE NORTH OF THE HARLAN COUNTY DAM AND AT THE
 LH1351'SOUTHWEST CORNER OF A GOVERNMENT HOUSING PROJECT.  IT IS
 LH1351'130.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 120.0
 LH1351'FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A 4
 LH1351'LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS
 LH1351'AN OVERALL HEIGHT OF ABOUT 120.0 FEET.  THE TANK HAS A CONICAL
 LH1351'SHAPED ROOF WITH A BALL AT THE APEX.
 LH1351'
 LH1351'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0364 ***********************************************************************
 LJ0364  DESIGNATION -  HARM RESET
 LJ0364  PID         -  LJ0364
 LJ0364  STATE/COUNTY-  NE/DAWSON
 LJ0364  COUNTRY     -  US
 LJ0364  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0364
 LJ0364                         *CURRENT SURVEY CONTROL
 LJ0364  ______________________________________________________________________
 LJ0364* NAD 83(1995) POSITION- 40 58 29.86528(N) 100 04 53.17754(W)   ADJUSTED
 LJ0364* NAVD 88 ORTHO HEIGHT -   797.    (meters)     2615.    (feet) SCALED
 LJ0364  ______________________________________________________________________
 LJ0364  GEOID HEIGHT    -        -23.034 (meters)                     GEOID18
 LJ0364  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 LJ0364  HORZ ORDER      -  FIRST
 LJ0364
 LJ0364.The horizontal coordinates were established by classical geodetic methods
 LJ0364.and adjusted by the National Geodetic Survey in August 1997.
 LJ0364
 LJ0364.The orthometric height was scaled from a topographic map.
 LJ0364
 LJ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0364.GEOID18 height accuracy estimate available here.
 LJ0364
 LJ0364.Click photographs - Photos may exist for this station.
 LJ0364
 LJ0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0364
 LJ0364. The following values were computed from the NAD 83(1995) position.
 LJ0364
 LJ0364;                    North         East     Units Scale Factor Converg.
 LJ0364;SPC NE       -   126,754.482   493,147.638   MT  0.99970123   -0 03 14.3
 LJ0364;SPC NE       -   415,860.33  1,617,935.21   sFT  0.99970123   -0 03 14.3
 LJ0364;UTM  14      - 4,536,540.763   409,014.215   MT  0.99970189   -0 42 33.0
 LJ0364
 LJ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0364!SPC NE       -   0.99987856  x   0.99970123  =   0.99957983
 LJ0364!UTM  14      -   0.99987856  x   0.99970189  =   0.99958049
 LJ0364
 LJ0364:                Primary Azimuth Mark                     Grid Az
 LJ0364:SPC NE       -  HARM AZ MK                               117 22 49.6
 LJ0364:UTM  14      -  HARM AZ MK                               118 02 08.3
 LJ0364
 LJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0901436540(NAD 83)
 LJ0364
 LJ0364|---------------------------------------------------------------------|
 LJ0364| PID    Reference Object                     Distance      Geod. Az  |
 LJ0364|                                                           dddmmss.s |
 LJ0364| LH1088 WALNUT GROVE METH CH SPIRE          APPROX. 7.3 KM 0893219.6 |
 LJ0364| CN8730 HARM RM 1                            56.266 METERS 10855     |
 LJ0364| CN8729 HARM AZ MK                                         1171935.3 |
 LJ0364| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX.33.1 KM 1215601.5 |
 LJ0364| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.16.1 KM 1315815.6 |
 LJ0364| LJ0368 WILLOW ISLAND ST PATRICKS CH        APPROX. 9.7 KM 1725729.9 |
 LJ0364| CN8732 HARM RM 3                            21.728 METERS 17749     |
 LJ0364| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX. 8.7 KM 2272813.0 |
 LJ0364| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 7.8 KM 2375939.0 |
 LJ0364| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX. 4.2 KM 2494547.0 |
 LJ0364| CN8731 HARM RM 2                            22.178 METERS 25806     |
 LJ0364| MM0376 SALT LAKE CTY OMAHA AWY BCN 65      APPROX.24.2 KM 2840929.4 |
 LJ0364| MM0372 ZION LUTHERAN CHURCH SPIRE          APPROX. 8.6 KM 3032830.1 |
 LJ0364|---------------------------------------------------------------------|
 LJ0364
 LJ0364                          SUPERSEDED SURVEY CONTROL
 LJ0364
 LJ0364  NAD 83(1986)-  40 58 29.87204(N)    100 04 53.18313(W) AD(       ) 1
 LJ0364  NAD 27      -  40 58 29.84407(N)    100 04 51.73860(W) AD(       ) 1
 LJ0364
 LJ0364.Superseded values are not recommended for survey control.
 LJ0364
 LJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0364.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0364
 LJ0364_MARKER: DS = TRIANGULATION STATION DISK
 LJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0364_STAMPING: HARM 1934 1971
 LJ0364_MARK LOGO: CGS
 LJ0364_PROJECTION: FLUSH
 LJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0364+STABILITY: SURFACE MOTION
 LJ0364
 LJ0364  HISTORY     - Date     Condition        Report By
 LJ0364  HISTORY     - 1971     MONUMENTED       NGS
 LJ0364
 LJ0364                          STATION DESCRIPTION
 LJ0364
 LJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0364'THE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF OF THE CONCRETE
 LJ0364'POST.  ABOUT 4 INCHES OF THE POST WAS FOUND WITH THE DISK STILL
 LJ0364'IN PLACE, AND WAS RESET ON THE TOP OF THE OLD POST AND THEN A
 LJ0364'NEW DISK WAS SET VERTICALLY IN THE TOP OF THE OLD CONCRETE POST.
 LJ0364'REFERENCE MARK NO. 2 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 LJ0364'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 LJ0364'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LJ0364'REFERENCE MARK NO. 1 CHECKED.
 LJ0364'
 LJ0364'REFERENCE MARK NO. 3 WAS ALSO SET.
 LJ0364'
 LJ0364'FOLLOWING IS A NEW DESCRIPTION.
 LJ0364'
 LJ0364'TO REACH THE STATION FROM THE POST OFFICE AT WILLOW ISLAND,
 LJ0364'GO NORTH ON A BLACKTOP ROAD AND THEN GRAVELED ROAD FOR 5.8 MILES
 LJ0364'TO A FARM ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LJ0364'NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN
 LJ0364'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A FIELD
 LJ0364'ENTRANCE ON THE LEFT AND THE STATION ON THE RIGHT.
 LJ0364'
 LJ0364'STATION MARK, A STANDARD DISK STAMPED HARM 1934 1971, IS SET
 LJ0364'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0364'SURFACE OF THE GROUND.  IT IS 172.5 FEET EAST OF A POWERLINE
 LJ0364'POLE, 71.5 FEET NORTH OF A POWERLINE POLE ON THE SOUTH SIDE OF
 LJ0364'ROAD, 37.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 LJ0364'NORTH-NORTHEAST OF A METAL WITNESS POST, AND 3 FEET NORTHWEST OF
 LJ0364'A FENCE POST.
 LJ0364'
 LJ0364'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARM NO. 1 1934, IS
 LJ0364'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 12
 LJ0364'INCHES.  IT IS 173.5 FEET WEST OF A POWERLINE POLE AND 30 FEET
 LJ0364'SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 LJ0364'
 LJ0364'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARM 1934 NO.
 LJ0364'3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LJ0364'4 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF THE GRAVELED
 LJ0364'ROAD, 16 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1.5
 LJ0364'FEET EAST OF A POWERLINE POLE.
 LJ0364'
 LJ0364'AZIMUTH MARK, A STANDARD DISK STAMPED HARM AZI 1934, IS SET
 LJ0364'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 LJ0364'IS 30 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 10 FEET
 LJ0364'SOUTH OF THE CENTER OF A FARM ROAD, AND 2.5 FEET NORTH OF A METAL
 LJ0364'WITNESS POST.
 LJ0364'
 LJ0364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILES
 LJ0364'NORTH OF WILLOW ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0584 ***********************************************************************
 MN0584  DESIGNATION -  HARRISBURG MOTOROLA COMMUN MST
 MN0584  PID         -  MN0584
 MN0584  STATE/COUNTY-  NE/BANNER
 MN0584  COUNTRY     -  US
 MN0584  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0584
 MN0584                         *CURRENT SURVEY CONTROL
 MN0584  ______________________________________________________________________
 MN0584* NAD 83(1995) POSITION- 41 25 38.41135(N) 103 43 43.47210(W)   ADJUSTED
 MN0584  ______________________________________________________________________
 MN0584  GEOID HEIGHT    -        -18.795 (meters)                     GEOID18
 MN0584  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 MN0584  HORZ ORDER      -  THIRD
 MN0584
 MN0584.The horizontal coordinates were established by classical geodetic methods
 MN0584.and adjusted by the National Geodetic Survey in August 1997.
 MN0584
 MN0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0584.GEOID18 height accuracy estimate available here.
 MN0584
 MN0584.Click photographs - Photos may exist for this station.
 MN0584
 MN0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0584
 MN0584. The following values were computed from the NAD 83(1995) position.
 MN0584
 MN0584;                    North         East     Units Scale Factor Converg.
 MN0584;SPC NE       -   183,692.329   188,519.247   MT  0.99965953   -2 28 15.7
 MN0584;SPC NE       -   602,663.92    618,500.23   sFT  0.99965953   -2 28 15.7
 MN0584;UTM  13      - 4,586,977.018   606,222.311   MT  0.99973886   +0 50 28.4
 MN0584
 MN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0622286977(NAD 83)
 MN0584
 MN0584                          SUPERSEDED SURVEY CONTROL
 MN0584
 MN0584  NAD 83(1993)-  41 25 38.41096(N)    103 43 43.47180(W) AD(       ) 3
 MN0584  NAD 83(1986)-  41 25 38.40182(N)    103 43 43.47020(W) AD(       ) 3
 MN0584  NAD 27      -  41 25 38.48400(N)    103 43 41.67600(W) AD(       ) 3
 MN0584
 MN0584.Superseded values are not recommended for survey control.
 MN0584
 MN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0584.See file dsdata.pdf to determine how the superseded data were derived.
 MN0584
 MN0584_MARKER: 42 = RADIO/TV MAST
 MN0584
 MN0584  HISTORY     - Date     Condition        Report By
 MN0584  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0584
 MN0584                          STATION DESCRIPTION
 MN0584
 MN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0584'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 13
 MN0584'MILES NORTH AND 3 MILES WEST OF KIMBALL AND 9 MILES SOUTH OF
 MN0584'HARRISBURG.
 MN0584'
 MN0584'THE MAST IS A TALL, SLENDER GUYED STEEL STRUCTURE, PAINTED
 MN0584'ALTERNATELY RED AND WHITE, SOME POLE ANTENNAS ALONG THE SIDES
 MN0584'AND ONE ON TOP AND 430 FEET IN HEIGHT.
 MN0584'
 MN0584'THE SINGLE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0693 ***********************************************************************
 NN0693  DESIGNATION -  HARRISON
 NN0693  PID         -  NN0693
 NN0693  STATE/COUNTY-  NE/BOYD
 NN0693  COUNTRY     -  US
 NN0693  USGS QUAD   -  GROSS (2017)
 NN0693
 NN0693                         *CURRENT SURVEY CONTROL
 NN0693  ______________________________________________________________________
 NN0693* NAD 83(1995) POSITION- 42 57 13.26709(N) 098 34 47.93062(W)   ADJUSTED
 NN0693* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 NN0693  ______________________________________________________________________
 NN0693  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 NN0693  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 NN0693  HORZ ORDER      -  SECOND
 NN0693
 NN0693.The horizontal coordinates were established by classical geodetic methods
 NN0693.and adjusted by the National Geodetic Survey in August 1997.
 NN0693
 NN0693.The orthometric height was scaled from a topographic map.
 NN0693
 NN0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0693.GEOID18 height accuracy estimate available here.
 NN0693
 NN0693.Click photographs - Photos may exist for this station.
 NN0693
 NN0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0693
 NN0693. The following values were computed from the NAD 83(1995) position.
 NN0693
 NN0693;                    North         East     Units Scale Factor Converg.
 NN0693;SPC NE       -   347,427.644   615,869.042   MT  0.99997908   +0 56 27.8
 NN0693;SPC NE       - 1,139,852.20  2,020,563.68   sFT  0.99997908   +0 56 27.8
 NN0693;SPC SD S     -    70,426.227   743,063.011   MT  0.99997368   +1 12 34.4
 NN0693;SPC SD S     -   231,056.71  2,437,865.90   sFT  0.99997368   +1 12 34.4
 NN0693;UTM  14      - 4,755,757.219   534,260.803   MT  0.99961444   +0 17 10.3
 NN0693
 NN0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0693!SPC NE       -   0.99991371  x   0.99997908  =   0.99989279
 NN0693!SPC SD S     -   0.99991371  x   0.99997368  =   0.99988739
 NN0693!UTM  14      -   0.99991371  x   0.99961444  =   0.99952818
 NN0693
 NN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3426055757(NAD 83)
 NN0693
 NN0693                          SUPERSEDED SURVEY CONTROL
 NN0693
 NN0693  NAD 83(1986)-  42 57 13.27629(N)    098 34 47.93690(W) AD(       ) 2
 NN0693  NAD 27      -  42 57 13.28700(N)    098 34 46.63000(W) AD(       ) 2
 NN0693  MORC        -  42 57 11.06000(N)    098 34 47.52000(W) AD(       ) 3
 NN0693
 NN0693.Superseded values are not recommended for survey control.
 NN0693
 NN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0693.See file dsdata.pdf to determine how the superseded data were derived.
 NN0693
 NN0693_MARKER: Z = SEE DESCRIPTION
 NN0693_SETTING: 0 = UNSPECIFIED SETTING
 NN0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0693
 NN0693  HISTORY     - Date     Condition        Report By
 NN0693  HISTORY     - 1889     MONUMENTED       MORC
 NN0693  HISTORY     - 1945     MARK NOT FOUND   CGS
 NN0693  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NN0693
 NN0693                          STATION DESCRIPTION
 NN0693
 NN0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EBP)
 NN0693'CONSIDERABLE DIGGING WAS DONE IN SEARCH FOR THIS STATION
 NN0693'BUT NO EVIDENCE OF THE SURFACE OR SUBSURFACE MARK COULD BE
 NN0693'FOUND.  LOCAL FARMERS STATE THIS HILL (WHICH HAS NEVER BEEN
 NN0693'CULTIVATED), HAS HAD NO MARK OTHER THAN OUR STATION IN MANY
 NN0693'YEARS.
 NN0693
 NN0693                          STATION RECOVERY (1948)
 NN0693
 NN0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0693'AFTER THE NEW STATION, HARRISON 2 1940, WAS RECOVERED AND
 NN0693'OCCUPIED, AN INVERSE COMPUTATION WAS MADE.  THE DISTANCE AND
 NN0693'THE DIRECTION FROM HARRISON 2 1940 TO HARRISON (MO.R.C.) 1889
 NN0693'WAS MEASURED.  A HOLE ABOUT 4 FEET SQUARE AND 4 FEET DEEP WAS
 NN0693'DUG.  NO EVIDENCE OF THE OLD STATION COULD BE FOUND.  THEREFORE,
 NN0693'IT IS RECOMMENDED THAT THE RECORDS SHOW THAT HARRISON (MO.R.C.)
 NN0693'1889 IS COMPLETELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1238 ***********************************************************************
 LH1238  DESIGNATION -  HARRISON
 LH1238  PID         -  LH1238
 LH1238  STATE/COUNTY-  NE/HALL
 LH1238  COUNTRY     -  US
 LH1238  USGS QUAD   -  SHELTON NE (2017)
 LH1238
 LH1238                         *CURRENT SURVEY CONTROL
 LH1238  ______________________________________________________________________
 LH1238* NAD 83(1995) POSITION- 40 55 53.21530(N) 098 33 36.44116(W)   ADJUSTED
 LH1238* NAVD 88 ORTHO HEIGHT -   586.    (meters)     1923.    (feet) SCALED
 LH1238  ______________________________________________________________________
 LH1238  GEOID HEIGHT    -        -24.719 (meters)                     GEOID18
 LH1238  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LH1238  HORZ ORDER      -  THIRD
 LH1238
 LH1238.The horizontal coordinates were established by classical geodetic methods
 LH1238.and adjusted by the National Geodetic Survey in August 1997.
 LH1238
 LH1238.The orthometric height was scaled from a topographic map.
 LH1238
 LH1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1238.GEOID18 height accuracy estimate available here.
 LH1238
 LH1238.Click photographs - Photos may exist for this station.
 LH1238
 LH1238.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1238
 LH1238. The following values were computed from the NAD 83(1995) position.
 LH1238
 LH1238;                    North         East     Units Scale Factor Converg.
 LH1238;SPC NE       -   122,929.828   621,228.830   MT  0.99970850   +0 57 15.1
 LH1238;SPC NE       -   403,312.28  2,038,148.25   sFT  0.99970850   +0 57 15.1
 LH1238;UTM  14      - 4,531,240.397   537,032.722   MT  0.99961688   +0 17 17.5
 LH1238
 LH1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1238!SPC NE       -   0.99991193  x   0.99970850  =   0.99962045
 LH1238!UTM  14      -   0.99991193  x   0.99961688  =   0.99952884
 LH1238
 LH1238:                Primary Azimuth Mark                     Grid Az
 LH1238:SPC NE       -  POMPEY 2                                 023 12 03.3
 LH1238:UTM  14      -  POMPEY 2                                 023 52 00.9
 LH1238
 LH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3703231240(NAD 83)
 LH1238
 LH1238|---------------------------------------------------------------------|
 LH1238| PID    Reference Object                     Distance      Geod. Az  |
 LH1238|                                                           dddmmss.s |
 LH1238| ML1082 POMPEY 2                            APPROX.21.4 KM 0240918.4 |
 LH1238| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 7.0 KM 0993059.5 |
 LH1238| DQ7068 HARRISON RM 2                        22.845 METERS 26006     |
 LH1238| DQ7069 HARRISON AZ MK                                     2652028.6 |
 LH1238| ML1100 CAIRO MUNICIPAL TANK                APPROX. 8.7 KM 3332158.4 |
 LH1238| DQ7067 HARRISON RM 1                        21.635 METERS 35438     |
 LH1238|---------------------------------------------------------------------|
 LH1238
 LH1238                          SUPERSEDED SURVEY CONTROL
 LH1238
 LH1238  NAD 83(1986)-  40 55 53.22312(N)    098 33 36.44306(W) AD(       ) 3
 LH1238  NAD 27      -  40 55 53.17000(N)    098 33 35.18500(W) AD(       ) 3
 LH1238
 LH1238.Superseded values are not recommended for survey control.
 LH1238
 LH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1238.See file dsdata.pdf to determine how the superseded data were derived.
 LH1238
 LH1238_MARKER: DS = TRIANGULATION STATION DISK
 LH1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1238_STAMPING: HARRISON 1950
 LH1238_MARK LOGO: CGS
 LH1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1238+STABILITY: SURFACE MOTION
 LH1238
 LH1238  HISTORY     - Date     Condition        Report By
 LH1238  HISTORY     - 1950     MONUMENTED       CGS
 LH1238
 LH1238                          STATION DESCRIPTION
 LH1238
 LH1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1238'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF THE TOWN
 LH1238'OF WOOD RIVER, 5-1/2 MILES SOUTHEAST OF CAIRO AND 1-1/2 MILES
 LH1238'WEST OF THE WEST BOUNDARY OF THE ARMY ORDNANCE PLANT.  IT IS 63
 LH1238'FEET SOUTH-SOUTHWEST OF AN IRRIGATION WELL, 49 FEET NORTH OF THE
 LH1238'CENTERLINE OF AN EAST AND WEST ROAD, 15 FEET NORTHEAST OF A FENCE
 LH1238'CORNER AND 7 FEET EAST OF THE HALF MILE FENCE.  THE MARK
 LH1238'PROJECTS 4 INCHES AND THE DISK IS STAMPED HARRISON 1950.
 LH1238'
 LH1238'REFERENCE MARK NO. 1 IS 23 FEET WEST-NORTHWEST OF AN IRRIGATION
 LH1238'WELL AND 1 FOOT EAST OF THE HALF SECTION LINE FENCE.  THE MARK
 LH1238'PROJECTS 4 INCHES AND THE DISK IS STAMPED HARRISON NO 1 1950.
 LH1238'
 LH1238'REFERENCE MARK NO. 2 IS 66 FEET WEST OF A FENCE CORNER, 39 FEET
 LH1238'NORTH OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 1 FOOT NORTH
 LH1238'OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LH1238'DISK IS STAMPED HARRISON NO 2 1950.
 LH1238'
 LH1238'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF AN EAST AND
 LH1238'WEST ROAD, 1.5 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF
 LH1238'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LH1238'IS STAMPED HARRISON 1950.
 LH1238'
 LH1238'TO REACH FROM THE RAILROAD STATION IN WOOD RIVER, GO NORTHEAST ON
 LH1238'US HIGHWAY 30 1.8 MILES TO CROSSROADS, TURN LEFT (NORTH) ON A
 LH1238'GRAVELED ROAD 7.1 MILES TO CROSSROADS, TURN RIGHT (EAST) 0.3 MILE
 LH1238'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.25 MILE TO THE
 LH1238'STATION ON THE LEFT OR NORTH SIDE OF THE ROAD.
 LH1238'
 LH1238'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0315 ***********************************************************************
 NN0315  DESIGNATION -  HARRISON 2
 NN0315  PID         -  NN0315
 NN0315  STATE/COUNTY-  NE/BOYD
 NN0315  COUNTRY     -  US
 NN0315  USGS QUAD   -  GROSS (2017)
 NN0315
 NN0315                         *CURRENT SURVEY CONTROL
 NN0315  ______________________________________________________________________
 NN0315* NAD 83(1995) POSITION- 42 57 13.30737(N) 098 34 47.95994(W)   ADJUSTED
 NN0315* NAVD 88 ORTHO HEIGHT -   576.309 (meters)     1890.77  (feet) ADJUSTED
 NN0315  ______________________________________________________________________
 NN0315  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 NN0315  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 NN0315  DYNAMIC HEIGHT  -        576.106 (meters)     1890.11  (feet) COMP
 NN0315  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 NN0315
 NN0315  HORZ ORDER      -  FIRST
 NN0315  VERT ORDER      -  SECOND    CLASS 0
 NN0315
 NN0315.The horizontal coordinates were established by classical geodetic methods
 NN0315.and adjusted by the National Geodetic Survey in August 1997.
 NN0315
 NN0315.The orthometric height was determined by differential leveling and
 NN0315.adjusted by the NATIONAL GEODETIC SURVEY
 NN0315.in June 1991.
 NN0315
 NN0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0315.GEOID18 height accuracy estimate available here.
 NN0315
 NN0315.Click photographs - Photos may exist for this station.
 NN0315
 NN0315.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0315
 NN0315.The dynamic height is computed by dividing the NAVD 88
 NN0315.geopotential number by the normal gravity value computed on the
 NN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0315.degrees latitude (g = 980.6199 gals.).
 NN0315
 NN0315.The modeled gravity was interpolated from observed gravity values.
 NN0315
 NN0315. The following values were computed from the NAD 83(1995) position.
 NN0315
 NN0315;                    North         East     Units Scale Factor Converg.
 NN0315;SPC NE       -   347,428.876   615,868.357   MT  0.99997908   +0 56 27.7
 NN0315;SPC NE       - 1,139,856.24  2,020,561.43   sFT  0.99997908   +0 56 27.7
 NN0315;SPC SD S     -    70,427.455   743,062.320   MT  0.99997368   +1 12 34.4
 NN0315;SPC SD S     -   231,060.74  2,437,863.63   sFT  0.99997368   +1 12 34.4
 NN0315;UTM  14      - 4,755,758.458   534,260.133   MT  0.99961444   +0 17 10.3
 NN0315
 NN0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0315!SPC NE       -   0.99991370  x   0.99997908  =   0.99989279
 NN0315!SPC SD S     -   0.99991370  x   0.99997368  =   0.99988739
 NN0315!UTM  14      -   0.99991370  x   0.99961444  =   0.99952818
 NN0315
 NN0315:                Primary Azimuth Mark                     Grid Az
 NN0315:SPC NE       -  HARRISON 2 AZ MK 2                       343 15 42.6
 NN0315:SPC SD S     -  HARRISON 2 AZ MK 2                       342 59 35.9
 NN0315:UTM  14      -  HARRISON 2 AZ MK 2                       343 55 00.0
 NN0315
 NN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3426055758(NAD 83)
 NN0315
 NN0315|---------------------------------------------------------------------|
 NN0315| PID    Reference Object                     Distance      Geod. Az  |
 NN0315|                                                           dddmmss.s |
 NN0315| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX.14.4 KM 0304708.9 |
 NN0315| NN0813 MARTY ST PAULS CATH CHURCH          APPROX.13.2 KM 0704459.1 |
 NN0315| NN0318 HARRISON 2 AZ MK                                   2054136.2 |
 NN0315| NN0316 HARRISON 2 RM 1                      13.259 METERS 21111     |
 NN0315| NN0697 SPENCER MUNICIPAL TANK              APPROX.13.6 KM 2272539.0 |
 NN0315| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.27.0 KM 2885551.6 |
 NN0315| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.33.1 KM 2943028.0 |
 NN0315| NN0314 HARRISON 2 RM 2                      16.276 METERS 33444     |
 NN0315| CO3648 HARRISON 2 AZ MK 2                                 3441210.3 |
 NN0315|---------------------------------------------------------------------|
 NN0315
 NN0315                          SUPERSEDED SURVEY CONTROL
 NN0315
 NN0315  NAD 83(1986)-  42 57 13.31694(N)    098 34 47.96670(W) AD(       ) 1
 NN0315  NAD 27      -  42 57 13.33100(N)    098 34 46.66500(W) AD(       ) 1
 NN0315  NGVD 29 (??/??/92)  576.022  (m)         1889.83   (f) ADJ UNCH    2 0
 NN0315  NGVD 29             576.00   (m)         1889.8    (f) LEVELING    3  
 NN0315
 NN0315.Superseded values are not recommended for survey control.
 NN0315
 NN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0315.See file dsdata.pdf to determine how the superseded data were derived.
 NN0315
 NN0315_MARKER: DS = TRIANGULATION STATION DISK
 NN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0315_STAMPING: HARRISON 2 1940
 NN0315_MARK LOGO: CGS
 NN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0315+STABILITY: SURFACE MOTION
 NN0315
 NN0315  HISTORY     - Date     Condition        Report By
 NN0315  HISTORY     - 1940     MONUMENTED       CGS
 NN0315  HISTORY     - 1945     GOOD             CGS
 NN0315  HISTORY     - 1948     GOOD             CGS
 NN0315  HISTORY     - 1949     GOOD             CGS
 NN0315  HISTORY     - 1969     GOOD             CGS
 NN0315
 NN0315                          STATION DESCRIPTION
 NN0315
 NN0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0315'STATION IS LOCATED ON A HIGH GRASSY HILL ABOUT 0.5 MILE NORTHWEST
 NN0315'OF GROSS AND 8 MILES NORTH OF BRISTOW, IN THE NORTHWEST QUARTER
 NN0315'OF SEC. 2, T. 34 N., R. 11 W, ON LAND OWNED BY MARTIN HOFFMAN.
 NN0315'
 NN0315'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRISTOW, GO
 NN0315'NORTH ON A GRAVEL ROAD 0.05 MILE TO A T-ROAD INTERSECTION,
 NN0315'TURN LEFT (WEST) AND GO 0.15 MILE TO A SHARP TURN RIGHT (NORTH),
 NN0315'TURN RIGHT AND GO 7.2 MILES TO A CROSS ROAD (FROM THIS POINT
 NN0315'TURN LEFT (WEST) AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 NN0315'RIGHT (NORTH) SIDE OF THE ROAD), CONTINUE NORTH 0.95 MILE TO A
 NN0315'CROSS ROAD, TURN RIGHT, (EAST) AND GO 0.25 MILE TO A FARM LANE
 NN0315'TO THE RIGHT (SOUTH), TURN SOUTH ON FARM LANE AND GO 0.1 MILE
 NN0315'TO A FENCE CORNER, TURN RIGHT AND GO 0.05 MILE TO A SHARP TURN
 NN0315'LEFT, TURN LEFT AND FOLLOW LANE 0.25 MILE TO TOP OF HILL AND
 NN0315'STATION NEAR FENCE.
 NN0315'
 NN0315'STATION MARK IS STAMPED HARRISON 2 1940 AND PROJECTS 12 INCHES.
 NN0315'IT IS 23 FEET EAST OF A FENCE AND 77 FEET WEST OF THE CENTER
 NN0315'OF A FARM LANE.
 NN0315'
 NN0315'REFERENCE MARK NO. 1 IS STAMPED HARRISON 2 NO. 1 1940 AND PROJECTS
 NN0315'4 INCHES.  IT IS 1 FOOT EAST OF A FENCE.
 NN0315'
 NN0315'REFERENCE MARK NO. 2 IS STAMPED HARRISON 2 NO. 2 1940 AND
 NN0315'PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF A FENCE AND 40 FEET
 NN0315'WEST OF THE CENTER OF A FARM LANE.
 NN0315'
 NN0315'THE AZIMUTH MARK IS STAMPED HARRISON 2 1940 AND PROJECTS 6 INCHES.
 NN0315'IT IS 12 FEET WEST OF THE CENTER OF A WIRE GATE, 3 FEET WEST OF A
 NN0315'GATE POST, 1 FOOT NORTH OF A FENCE, AND 34 FEET NORTH OF THE
 NN0315'CENTER OF A GRAVEL ROAD.
 NN0315'
 NN0315'NOTE--THIS IS THE LOCATION OF OLD MISSOURI RIVER COMMISSION
 NN0315'STATION HARRISON.  THE MARK COULD NOT BE FOUND.
 NN0315'
 NN0315'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0315'DESCRIBED.
 NN0315'
 NN0315'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0315
 NN0315                          STATION RECOVERY (1945)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0315'THE STATION WAS RECOVERED AS DESCRIBED IN 1940 BY K.B.J. AND ALL
 NN0315'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NN0315'
 NN0315'THE STATION IS LOCATED 0.5 MILE NW OF THE SMALL VILLAGE OF
 NN0315'GROSS ON THE SUMMIT OF A HILL, 3.5 MILES S OF THE NEBRASKA-SOUTH
 NN0315'DAKOTA STATE LINE, AND ON LAND OWNED BY MARTIN HOFFMAN.  IT IS
 NN0315'23 FEET E OF A N-S FENCE LINE AND 7-1/2 FEET NE OF A STANDARD
 NN0315'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NN0315'NO 2 HARRISON 1940.
 NN0315'
 NN0315'REFERENCE MARK 1 IS 13.292 METERS (43.61 FEET) SW OF THE STATION.
 NN0315'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK
 NN0315'AND IT IS IN THE FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 NN0315'DISK IS STAMPED NO 2 HARRISON 1940 R.M. 1.
 NN0315'
 NN0315'REFERENCE MARK 2 IS 16.323 METERS (53.55 FEET) NW OF THE STATION.
 NN0315'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK
 NN0315'AND IT IS 6 INCHES E OF A N-S FENCE LINE.  THE MARK PROJECTS 2
 NN0315'INCHES AND THE DISK IS STAMPED NO 2 HARRISON 1940 R.M. 2.
 NN0315'
 NN0315'THE AZIMUTH MARK IS 1.0 MILE SW OF THE STATION, 0.05 MILE W
 NN0315'OF A GRAVELED CROSSROAD, 34 FEET N OF THE APPROXIMATE CENTER
 NN0315'LINE OF A ROAD, 3 FEET W OF A GATE POST, AND 1 FOOT N OF AN
 NN0315'E-W FENCE LINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 NN0315'STAMPED NO 2 HARRISON 1940.  THE DISK IS A BRONZE-REFERENCE DISK.
 NN0315'
 NN0315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 NN0315'STATE HIGHWAY 54 IN THE SE SECTION OF THE SMALL VILLAGE OF FAIRFAX,
 NN0315'GO E ON HIGHWAY 54 FOR 9.6 MILES TO A JOG IN THE HIGHWAY AND THE
 NN0315'NEBRASKA-SOUTH DAKOTA STATE LINE.  FROM THE STATE LINE GO S ON
 NN0315'NEBRASKA STATE HIGHWAY 18 FOR 4.6 MILES, THENCE LEFT FOR 0.4
 NN0315'MILE, CONTINUE STRAIGHT AHEAD ON A GRADED DIRT ROAD AND LEAVE
 NN0315'HIGHWAY 18 AND GO E FOR 5.3 MILES TO THE AZIMUTH MARK ON THE
 NN0315'LEFT AS DESCRIBED.  CONTINUE ON E FOR 0.05 MILE TO A
 NN0315'CROSSROAD, TURN LEFT AND GO N 1.0 MILE TO ANOTHER CROSSROAD,
 NN0315'TURN RIGHT AND GO 0.3 MILE TO A FARM DRIVEWAY RIGHT, TURN RIGHT
 NN0315'AND GO 0.15 MILE TO A FARMHOUSE.  KEEP TO THE S OF
 NN0315'FARMHOUSE AND GO W AND S FOR 0.2 MILE TO THE SUMMIT OF THE
 NN0315'HILL AND STATION AS DESCRIBED.
 NN0315'
 NN0315'OBSERVATIONS MADE FROM A FOUR-FOOT WOODEN STAND.
 NN0315
 NN0315                          STATION RECOVERY (1948)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0315'AN UNSUCCESSFUL ATTEMPT, BY MEANS OF AN INVERSE, WAS MADE TO
 NN0315'RECOVER STATION HARRISON (MO.R.C.).
 NN0315'
 NN0315'THE STATION WAS RECOVERED AS DESCRIBED IN 1940 BY K.B.J--AND
 NN0315'ALL MARKS WERE IN GOOD CONDITION.  DUE TO SLIGHT CHANGES A NEW
 NN0315'DESCRIPTION FOLLOWS.
 NN0315'
 NN0315'STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE SMALL VILLAGE
 NN0315'OF GROSS, ON A PROMINENT HILL, 3.5 MILES SOUTH OF THE NEBRASKA AND
 NN0315'SOUTH DAKOTA STATE LINE AND ON LAND OWNED BY MARTIN HOFFMAN.  IT
 NN0315'IS 23 FEET EAST OF A NORTH-SOUTH FENCE AND 7.5 FEET NORTHEAST OF A
 NN0315'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NN0315'HARRISON NO 2 1940.
 NN0315'
 NN0315'REFERENCE MARK NO. 1 IS 43.61 FEET SOUTHWEST OF THE STATION.  IT
 NN0315'IS IN THE FENCE LINE AND ABOUT 3 FEET LOWER IN ELEVATION THAN
 NN0315'STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0315'NO 2 HARRISON 1940 NO 1.
 NN0315'
 NN0315'REFERENCE MARK NO. 2 IS 53.55 FEET NORTHWEST OF THE STATION.  IT
 NN0315'IS IN THE FENCE LINE AND ABOUT 3 FEET LOWER IN ELEVATION THAN
 NN0315'STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0315'NO 2 HARRISON 1940 NO 2.
 NN0315'
 NN0315'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHWEST OF THE STATION, 0.05
 NN0315'MILE WEST OF A CROSSROAD, 37 FEET NORTH OF THE CENTERLINE OF A
 NN0315'ROAD AND 3 FEET WEST OF A GATE POST.  THE MARK PROJECTS 8 INCHES
 NN0315'AND THE DISK IS STAMPED NO 2 HARRISON 1940 AZI.
 NN0315'
 NN0315'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 NN0315'HIGHWAY 54 AT THE SOUTHWEST EDGE OF FAIRFAX, GO EAST ON HIGHWAY
 NN0315'54 9.8 MILES TO JOG IN HIGHWAY AT THE NEBRASKA-SOUTH DAKOTA STATE
 NN0315'LINE, HERE GO SOUTH ON STATE HIGHWAY 18 5.2 MILES TO WHERE
 NN0315'HIGHWAY TURNS SOUTH, KEEP STRAIGHT AHEAD (EAST) ON DIRT ROAD
 NN0315'5.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON 0.05 MILE
 NN0315'TO CROSSROAD, TURN LEFT (NORTH) 1.0 MILE TO CROSSROADS, TURN
 NN0315'RIGHT (EAST) 0.3 MILE TO A DRIVEWAY RIGHT, TURN RIGHT ON
 NN0315'DRIVEWAY 0.15 MILE TO FARM HOME, PASS TO THE SOUTH OF HOUSE AND
 NN0315'FOLLOW ALONG THE EDGE OF FIELD WEST AND SOUTH FOR 0.3 MILE
 NN0315'TO THE STATION AT TOP OF HILL.
 NN0315'
 NN0315'SEE LIST FOR OTHER V.G. OBJECTS.
 NN0315'
 NN0315'OBSERVATIONS TAKEN FROM A 4 FOOT WOODEN STAND.
 NN0315'
 NN0315'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0315
 NN0315                          STATION RECOVERY (1949)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0315'8.6 MI NE FROM BRISTOW.
 NN0315'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0315'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTH
 NN0315'ALONG A PRIVATE AND FIELD ROAD, ON TOP OF A HILL, ABOUT 0.2 MILE
 NN0315'EAST OF A NORTH-SOUTH ROAD, ABOUT 0.4 MILE SOUTH OF AN EAST-WEST
 NN0315'ROAD, 0.3 MILE SOUTH ALONG A FIELD ROAD FROM AN ABANDONED
 NN0315'FARMHOUSE, 34.0 FEET EAST OF THE CENTER LINE OF A FIELD ROAD
 NN0315'ALONG THE EAST SIDE OF A FIELD, 22.4 FEET EAST OF A REFERENCE
 NN0315'POST, 43.7 FEET NORTHEAST OF HARRISON 2 R.M. 1, 53.5 FEET
 NN0315'SOUTHEAST OF HARRISON 2 R.M. 2, AND SET IN THE TOP OF A CONCRETE
 NN0315'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NN0315
 NN0315                          STATION RECOVERY (1969)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NN0315'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 NN0315'DESCRIBED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK FOUND
 NN0315'IN GOOD CONDITION, BUT WAS IN DANGER OF BEING DESTROYED BY
 NN0315'EROSION DUE TO GRADER OPERATIONS.  A NEW AZIMUTH MARK WAS SET
 NN0315'AND 1940 AZIMUTH MARK WAS DESTROYED.  THE 1969 AZIMUTH MARK IS
 NN0315'ABOUT 0.5 MILE NORTHWEST OF THE STATION, 32 FEET SOUTH OF THE
 NN0315'CENTERLINE OF ROAD, 1 FOOT SOUTH OF A WITNESS POST, 1-1/2
 NN0315'FEET EAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A FENCE.
 NN0315'THE MARK PROJECTS 4 INCHES.
 NN0315'
 NN0315'THE LOCATION DESCRIPTION IS ADEQUATE FOR RECOVERY AND A NEW TO
 NN0315'REACH DESCRIPTION FOLLOWS--
 NN0315'
 NN0315'TO REACH FROM THE POST OFFICE IN BRISTOW, GO NORTH 8.35 MILES
 NN0315'TO CROSSROADS, TURN RIGHT AND GO EAST 0.15 MILE TO AZIMUTH
 NN0315'MARK ON RIGHT (SOUTH) SIDE OF ROAD.  CONTINUE EAST 0.15 MILE
 NN0315'TO FARM DRIVEWAY RIGHT.  TURN RIGHT AND GO SOUTH ON DRIVEWAY FOR
 NN0315'0.15 MILE TO FENCE.  TURN RIGHT AND GO WEST ALONG THE NORTH
 NN0315'SIDE OF FENCE AND SOUTH SIDE OF SHELTER BELT FOR 0.05 MILE TO
 NN0315'FENCE CORNER.  TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF
 NN0315'FENCE FOR 0.05 MILE TO T FENCE CORNER.  TURN RIGHT AND GO WEST
 NN0315'ALONG THE NORTH SIDE OF FENCE FOR 0.1 MILE TO FENCE CORNER.
 NN0315'TURN LEFT AND GO SOUTH ALONG WEST SIDE OF FENCE TO FENCE
 NN0315'CORNER AND GATE.  PASS THRU GATE AND CONTINUE SOUTH UP HILL
 NN0315'AND ALONG RIDGE FOR 0.1 MILE TO TOP OF HILL AND STATION.
 NN0315'
 NN0315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 NN0315'N OF BRISTOW
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0318 ***********************************************************************
 NN0318  DESIGNATION -  HARRISON 2 AZ MK
 NN0318  PID         -  NN0318
 NN0318  STATE/COUNTY-  NE/BOYD
 NN0318  COUNTRY     -  US
 NN0318  USGS QUAD   -  GROSS (2017)
 NN0318
 NN0318                         *CURRENT SURVEY CONTROL
 NN0318  ______________________________________________________________________
 NN0318* NAD 83(1986) POSITION- 42 56 40.     (N) 098 35 10.     (W)   SCALED
 NN0318* NAVD 88 ORTHO HEIGHT -   542.846 (meters)     1780.99  (feet) ADJUSTED
 NN0318  ______________________________________________________________________
 NN0318  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 NN0318  DYNAMIC HEIGHT  -        542.653 (meters)     1780.35  (feet) COMP
 NN0318  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 NN0318
 NN0318  VERT ORDER      -  SECOND    CLASS 0
 NN0318
 NN0318.The horizontal coordinates were scaled from a map and have
 NN0318.an estimated accuracy of +/- 6 seconds.
 NN0318
 NN0318.The orthometric height was determined by differential leveling and
 NN0318.adjusted by the NATIONAL GEODETIC SURVEY
 NN0318.in June 1991.
 NN0318
 NN0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0318.GEOID18 height accuracy estimate available here.
 NN0318
 NN0318.Click photographs - Photos may exist for this station.
 NN0318
 NN0318.The dynamic height is computed by dividing the NAVD 88
 NN0318.geopotential number by the normal gravity value computed on the
 NN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0318.degrees latitude (g = 980.6199 gals.).
 NN0318
 NN0318.The modeled gravity was interpolated from observed gravity values.
 NN0318
 NN0318;                    North         East    Units  Estimated Accuracy
 NN0318;SPC NE       -   346,390.      615,390.      MT  (+/- 180 meters Scaled)
 NN0318
 NN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN337547(NAD 83)
 NN0318
 NN0318                          SUPERSEDED SURVEY CONTROL
 NN0318
 NN0318  NGVD 29 (??/??/92)  542.561  (m)         1780.05   (f) ADJ UNCH    2 0
 NN0318
 NN0318.Superseded values are not recommended for survey control.
 NN0318
 NN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0318.See file dsdata.pdf to determine how the superseded data were derived.
 NN0318
 NN0318_MARKER: DZ = AZIMUTH MARK DISK
 NN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0318_STAMPING: HARRISON 2 1940
 NN0318_MARK LOGO: CGS
 NN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0318+STABILITY: SURFACE MOTION
 NN0318
 NN0318  HISTORY     - Date     Condition        Report By
 NN0318  HISTORY     - 1940     MONUMENTED       CGS
 NN0318  HISTORY     - 1949     GOOD             CGS
 NN0318
 NN0318                          STATION DESCRIPTION
 NN0318
 NN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0318'6.9 MI N FROM BRISTOW.
 NN0318'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0318'IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, AT THE SUMMIT
 NN0318'OF A HILL, 393 WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NN0318'37.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 14.0
 NN0318'FEET WEST OF THE CENTER LINE OF A GATE, 0.6 FOOT NORTH OF A
 NN0318'FENCE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0318'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0316 ***********************************************************************
 NN0316  DESIGNATION -  HARRISON 2 RM 1
 NN0316  PID         -  NN0316
 NN0316  STATE/COUNTY-  NE/BOYD
 NN0316  COUNTRY     -  US
 NN0316  USGS QUAD   -  GROSS (2017)
 NN0316
 NN0316                         *CURRENT SURVEY CONTROL
 NN0316  ______________________________________________________________________
 NN0316* NAD 83(1986) POSITION- 42 57 12.94   (N) 098 34 48.26   (W)   HD_HELD1
 NN0316* NAVD 88 ORTHO HEIGHT -   575.452 (meters)     1887.96  (feet) ADJUSTED
 NN0316  ______________________________________________________________________
 NN0316  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 NN0316  DYNAMIC HEIGHT  -        575.249 (meters)     1887.30  (feet) COMP
 NN0316  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 NN0316
 NN0316  VERT ORDER      -  SECOND    CLASS 0
 NN0316
 NN0316.The horizontal coordinates were determined by differentially corrected
 NN0316.hand held GPS observations or other comparable positioning techniques
 NN0316.and have an estimated accuracy of +/- 3 meters.
 NN0316
 NN0316.The orthometric height was determined by differential leveling and
 NN0316.adjusted by the NATIONAL GEODETIC SURVEY
 NN0316.in June 1991.
 NN0316
 NN0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0316.GEOID18 height accuracy estimate available here.
 NN0316
 NN0316.Click photographs - Photos may exist for this station.
 NN0316
 NN0316.The dynamic height is computed by dividing the NAVD 88
 NN0316.geopotential number by the normal gravity value computed on the
 NN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0316.degrees latitude (g = 980.6199 gals.).
 NN0316
 NN0316.The modeled gravity was interpolated from observed gravity values.
 NN0316
 NN0316;                    North         East    Units  Estimated Accuracy
 NN0316;SPC NE       -   347,417.4     615,861.7     MT  (+/- 3 meters HH1 GPS) 
 NN0316
 NN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3425355747(NAD 83)
 NN0316
 NN0316                          SUPERSEDED SURVEY CONTROL
 NN0316
 NN0316  NGVD 29 (??/??/92)  575.164  (m)         1887.02   (f) ADJ UNCH    2 0
 NN0316
 NN0316.Superseded values are not recommended for survey control.
 NN0316
 NN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0316.See file dsdata.pdf to determine how the superseded data were derived.
 NN0316
 NN0316_MARKER: DR = REFERENCE MARK DISK
 NN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0316_STAMPING: HARRISON 2 1940 NO 1
 NN0316_MARK LOGO: CGS
 NN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0316+STABILITY: SURFACE MOTION
 NN0316
 NN0316  HISTORY     - Date     Condition        Report By
 NN0316  HISTORY     - 1940     MONUMENTED       CGS
 NN0316  HISTORY     - 1949     GOOD             CGS
 NN0316
 NN0316                          STATION DESCRIPTION
 NN0316
 NN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0316'8.6 MI NE FROM BRISTOW.
 NN0316'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0316'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.4
 NN0316'MILE SOUTH ALONG A PRIVATE AND FIELD ROAD, ON THE TOP OF A HILL,
 NN0316'ABOUT 0.2 MILE EAST OF A NORTH-SOUTH ROAD, ABOUT 0.4 MILE SOUTH
 NN0316'OF AN EAST-WEST ROAD, 0.3 MILE SOUTH ALONG A FIELD ROAD FROM AN
 NN0316'ABANDONED FARMHOUSE, 242.0 FEET NORTH OF AN EAST-WEST FENCE, 98.0
 NN0316'FEET SOUTH OF REFERENCE MARK NO. 2, 43.7 FEET SOUTHWEST OF THE
 NN0316'TRIANGULATION STATION, 1.0 FOOT EAST OF A FENCE, 10.0 FEET EAST
 NN0316'OF THE CENTER LINE OF A FIELD ROAD ALONG THE EAST SIDE OF A FIELD,
 NN0316'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NN0316'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0314 ***********************************************************************
 NN0314  DESIGNATION -  HARRISON 2 RM 2
 NN0314  PID         -  NN0314
 NN0314  STATE/COUNTY-  NE/BOYD
 NN0314  COUNTRY     -  US
 NN0314  USGS QUAD   -  GROSS (2017)
 NN0314
 NN0314                         *CURRENT SURVEY CONTROL
 NN0314  ______________________________________________________________________
 NN0314* NAD 83(1986) POSITION- 42 57 13.78   (N) 098 34 48.27   (W)   HD_HELD1
 NN0314* NAVD 88 ORTHO HEIGHT -   575.114 (meters)     1886.85  (feet) ADJUSTED
 NN0314  ______________________________________________________________________
 NN0314  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 NN0314  DYNAMIC HEIGHT  -        574.911 (meters)     1886.19  (feet) COMP
 NN0314  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 NN0314
 NN0314  VERT ORDER      -  SECOND    CLASS 0
 NN0314
 NN0314.The horizontal coordinates were determined by differentially corrected
 NN0314.hand held GPS observations or other comparable positioning techniques
 NN0314.and have an estimated accuracy of +/- 3 meters.
 NN0314
 NN0314.The orthometric height was determined by differential leveling and
 NN0314.adjusted by the NATIONAL GEODETIC SURVEY
 NN0314.in June 1991.
 NN0314
 NN0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0314.GEOID18 height accuracy estimate available here.
 NN0314
 NN0314.Click photographs - Photos may exist for this station.
 NN0314
 NN0314.The dynamic height is computed by dividing the NAVD 88
 NN0314.geopotential number by the normal gravity value computed on the
 NN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0314.degrees latitude (g = 980.6199 gals.).
 NN0314
 NN0314.The modeled gravity was interpolated from observed gravity values.
 NN0314
 NN0314;                    North         East    Units  Estimated Accuracy
 NN0314;SPC NE       -   347,443.3     615,861.1     MT  (+/- 3 meters HH1 GPS) 
 NN0314
 NN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3425355773(NAD 83)
 NN0314
 NN0314                          SUPERSEDED SURVEY CONTROL
 NN0314
 NN0314  NGVD 29 (??/??/92)  574.827  (m)         1885.91   (f) ADJ UNCH    2 0
 NN0314
 NN0314.Superseded values are not recommended for survey control.
 NN0314
 NN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0314.See file dsdata.pdf to determine how the superseded data were derived.
 NN0314
 NN0314_MARKER: DR = REFERENCE MARK DISK
 NN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0314_STAMPING: HARRISON 2 1940 NO 2
 NN0314_MARK LOGO: CGS
 NN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0314+STABILITY: SURFACE MOTION
 NN0314
 NN0314  HISTORY     - Date     Condition        Report By
 NN0314  HISTORY     - 1940     MONUMENTED       CGS
 NN0314  HISTORY     - 1949     GOOD             CGS
 NN0314
 NN0314                          STATION DESCRIPTION
 NN0314
 NN0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0314'8.6 MI NE FROM BRISTOW.
 NN0314'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0314'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG
 NN0314'A PRIVATE AND FIELD ROAD, ON THE TOP OF A HILL, ABOUT 0.2 MILE
 NN0314'EAST OF A NORTH-SOUTH ROAD, ABOUT 0.4 MILE SOUTH OF AN EAST-WEST
 NN0314'ROAD, 0.3 MILE SOUTH ALONG A FIELD ROAD FROM AN ABANDONED
 NN0314'FARMHOUSE, 340.0 FEET NORTH OF AN EAST-WEST FENCE, 98.0 FEET
 NN0314'NORTH OF REFERENCE MARK NO. 1, 53.5 FEET NORTHWEST OF THE
 NN0314'TRIANGULATION STATION, 10.0 FEET EAST OF THE CENTER LINE OF A
 NN0314'FIELD ROAD ALONG THE EAST SIDE OF A FIELD, 1.0 FOOT EAST OF A FENCE,
 NN0314'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NN0314'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0731 ***********************************************************************
 NP0731  DESIGNATION -  HARRISON MUNICIPAL STANDPIPE
 NP0731  PID         -  NP0731
 NP0731  STATE/COUNTY-  NE/SIOUX
 NP0731  COUNTRY     -  US
 NP0731  USGS QUAD   -  HARRISON WEST (2017)
 NP0731
 NP0731                         *CURRENT SURVEY CONTROL
 NP0731  ______________________________________________________________________
 NP0731* NAD 83(1995) POSITION- 42 41 17.75527(N) 103 52 51.50698(W)   ADJUSTED
 NP0731  ______________________________________________________________________
 NP0731  GEOID HEIGHT    -        -16.153 (meters)                     GEOID18
 NP0731  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 NP0731  HORZ ORDER      -  THIRD
 NP0731
 NP0731.The horizontal coordinates were established by classical geodetic methods
 NP0731.and adjusted by the National Geodetic Survey in August 1997.
 NP0731
 NP0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0731.GEOID18 height accuracy estimate available here.
 NP0731
 NP0731.Click photographs - Photos may exist for this station.
 NP0731
 NP0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0731
 NP0731. The following values were computed from the NAD 83(1995) position.
 NP0731
 NP0731;                    North         East     Units Scale Factor Converg.
 NP0731;SPC NE       -   324,129.362   182,093.996   MT  0.99987202   -2 34 18.9
 NP0731;SPC NE       - 1,063,414.42    597,420.05   sFT  0.99987202   -2 34 18.9
 NP0731;UTM  13      - 4,726,805.128   591,670.175   MT  0.99970339   +0 45 31.5
 NP0731
 NP0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9167026805(NAD 83)
 NP0731
 NP0731                          SUPERSEDED SURVEY CONTROL
 NP0731
 NP0731  NAD 83(1993)-  42 41 17.75510(N)    103 52 51.50677(W) AD(       ) 3
 NP0731  NAD 83(1986)-  42 41 17.73128(N)    103 52 51.48508(W) AD(       ) 3
 NP0731  NAD 27      -  42 41 17.85000(N)    103 52 49.74000(W) AD(       ) 3
 NP0731
 NP0731.Superseded values are not recommended for survey control.
 NP0731
 NP0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0731.See file dsdata.pdf to determine how the superseded data were derived.
 NP0731
 NP0731_MARKER: 52 = STANDPIPE TANK
 NP0731
 NP0731  HISTORY     - Date     Condition        Report By
 NP0731  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0731
 NP0731                          STATION DESCRIPTION
 NP0731
 NP0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0731'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF
 NP0731'HARRISON AND ABOUT ONE BLOCK E OF MAIN STREET.  IT IS CONSTRUCTED
 NP0731'OF STEEL, PAINTED SILVER AND IS ABOUT 100 FEET HIGH.  IT HAS
 NP0731'HARRISON PRINTED IN BLACK LETTERS ON THE N AND S SIDES.
 NP0731'
 NP0731'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0730 ***********************************************************************
 NP0730  DESIGNATION -  HARRISON SIOUX CO CTHSE CHIM
 NP0730  PID         -  NP0730
 NP0730  STATE/COUNTY-  NE/SIOUX
 NP0730  COUNTRY     -  US
 NP0730  USGS QUAD   -  HARRISON WEST (2017)
 NP0730
 NP0730                         *CURRENT SURVEY CONTROL
 NP0730  ______________________________________________________________________
 NP0730* NAD 83(1995) POSITION- 42 41 20.61550(N) 103 53 00.66222(W)   ADJUSTED
 NP0730  ______________________________________________________________________
 NP0730  GEOID HEIGHT    -        -16.144 (meters)                     GEOID18
 NP0730  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 NP0730  HORZ ORDER      -  THIRD
 NP0730
 NP0730.The horizontal coordinates were established by classical geodetic methods
 NP0730.and adjusted by the National Geodetic Survey in August 1997.
 NP0730
 NP0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0730.GEOID18 height accuracy estimate available here.
 NP0730
 NP0730.Click photographs - Photos may exist for this station.
 NP0730
 NP0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0730
 NP0730. The following values were computed from the NAD 83(1995) position.
 NP0730
 NP0730;                    North         East     Units Scale Factor Converg.
 NP0730;SPC NE       -   324,226.875   181,889.782   MT  0.99987231   -2 34 24.9
 NP0730;SPC NE       - 1,063,734.34    596,750.06   sFT  0.99987231   -2 34 24.9
 NP0730;UTM  13      - 4,726,890.597   591,460.675   MT  0.99970291   +0 45 25.4
 NP0730
 NP0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9146026890(NAD 83)
 NP0730
 NP0730                          SUPERSEDED SURVEY CONTROL
 NP0730
 NP0730  NAD 83(1993)-  42 41 20.61534(N)    103 53 00.66203(W) AD(       ) 3
 NP0730  NAD 83(1986)-  42 41 20.59152(N)    103 53 00.64036(W) AD(       ) 3
 NP0730  NAD 27      -  42 41 20.71000(N)    103 52 58.89000(W) AD(       ) 3
 NP0730
 NP0730.Superseded values are not recommended for survey control.
 NP0730
 NP0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0730.See file dsdata.pdf to determine how the superseded data were derived.
 NP0730
 NP0730_MARKER: 85 = CHIMNEY
 NP0730
 NP0730  HISTORY     - Date     Condition        Report By
 NP0730  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0730
 NP0730                          STATION DESCRIPTION
 NP0730
 NP0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0730'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF
 NP0730'HARRISON, ONE BLOCK S OF U.S. HIGHWAY 20, 20 PACES W OF
 NP0730'MAIN STREET AND ON THE NW CORNER OF THE COURTHOUSE BUILDING.
 NP0730'THE BUILDING IS CONSTRUCTED OF CEMENT BLOCKS AND THE CHIMNEY
 NP0730'OF GRAY BRICK.  THE TOTAL HEIGHT OF THE CHIMNEY AND BUILDING
 NP0730'IS ABOUT 60 FEET.
 NP0730'
 NP0730'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0729 ***********************************************************************
 NP0729  DESIGNATION -  HARRISON SIOUX CO HS CHIMNEY
 NP0729  PID         -  NP0729
 NP0729  STATE/COUNTY-  NE/SIOUX
 NP0729  COUNTRY     -  US
 NP0729  USGS QUAD   -  HARRISON WEST (2017)
 NP0729
 NP0729                         *CURRENT SURVEY CONTROL
 NP0729  ______________________________________________________________________
 NP0729* NAD 83(1995) POSITION- 42 41 22.71051(N) 103 52 51.42630(W)   ADJUSTED
 NP0729  ______________________________________________________________________
 NP0729  GEOID HEIGHT    -        -16.149 (meters)                     GEOID18
 NP0729  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 NP0729  HORZ ORDER      -  THIRD
 NP0729
 NP0729.The horizontal coordinates were established by classical geodetic methods
 NP0729.and adjusted by the National Geodetic Survey in August 1997.
 NP0729
 NP0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0729.GEOID18 height accuracy estimate available here.
 NP0729
 NP0729.Click photographs - Photos may exist for this station.
 NP0729
 NP0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0729
 NP0729. The following values were computed from the NAD 83(1995) position.
 NP0729
 NP0729;                    North         East     Units Scale Factor Converg.
 NP0729;SPC NE       -   324,282.012   182,102.691   MT  0.99987252   -2 34 18.8
 NP0729;SPC NE       - 1,063,915.23    597,448.58   sFT  0.99987252   -2 34 18.8
 NP0729;UTM  13      - 4,726,957.999   591,669.987   MT  0.99970338   +0 45 31.7
 NP0729
 NP0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9166926957(NAD 83)
 NP0729
 NP0729                          SUPERSEDED SURVEY CONTROL
 NP0729
 NP0729  NAD 83(1993)-  42 41 22.71034(N)    103 52 51.42609(W) AD(       ) 3
 NP0729  NAD 83(1986)-  42 41 22.68654(N)    103 52 51.40442(W) AD(       ) 3
 NP0729  NAD 27      -  42 41 22.80000(N)    103 52 49.66000(W) AD(       ) 3
 NP0729
 NP0729.Superseded values are not recommended for survey control.
 NP0729
 NP0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0729.See file dsdata.pdf to determine how the superseded data were derived.
 NP0729
 NP0729_MARKER: 85 = CHIMNEY
 NP0729
 NP0729  HISTORY     - Date     Condition        Report By
 NP0729  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0729
 NP0729                          STATION DESCRIPTION
 NP0729
 NP0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0729'THIS INTERSECTION STATION IS LOCATED IN THE NE PART OF HARRISON,
 NP0729'ONE BLOCK S OF U.S. HIGHWAY 20, 1-1/2 BLOCKS E OF MAIN STREET
 NP0729'AND ON THE N SIDE OF THE BUILDING.
 NP0729'
 NP0729'THE SCHOOL BUILDING AND CHIMNEY ARE CONSTRUCTED OF RED BRICK
 NP0729'AND THE TOTAL HEIGHT IS ABOUT 60 FEET.
 NP0729'
 NP0729'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DP4732 ***********************************************************************
 DP4732  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP4732  DESIGNATION -  HARTINGTON CORS ARP
 DP4732  CORS_ID     -  NEHA
 DP4732  PID         -  DP4732
 DP4732  STATE/COUNTY-  NE/CEDAR
 DP4732  COUNTRY     -  US
 DP4732  USGS QUAD   -  HARTINGTON (2017)
 DP4732
 DP4732                         *CURRENT SURVEY CONTROL
 DP4732  ______________________________________________________________________
 DP4732* NAD 83(2011) POSITION- 42 36 43.72858(N) 097 16 38.57021(W)   ADJUSTED
 DP4732* NAD 83(2011) ELLIP HT-   430.438 (meters)        (07/??/23)   ADJUSTED
 DP4732* NAD 83(2011) EPOCH   -  2010.00
 DP4732  ______________________________________________________________________
 DP4732  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 DP4732  NAD 83(2011) X  -   -595,559.256 (meters)                     COMP
 DP4732  NAD 83(2011) Y  - -4,663,674.749 (meters)                     COMP
 DP4732  NAD 83(2011) Z  -  4,296,182.709 (meters)                     COMP
 DP4732
 DP4732.Formal positional accuracy estimates are not available for this CORS
 DP4732.because its coordinates were determined in part using modeled
 DP4732.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP4732.and ellipsoid height can be obtained from the short-term time series.
 DP4732.Additional information regarding modeled velocities is available on
 DP4732.the CORS Coordinates for MYCS2 web page:
 DP4732.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP4732
 DP4732.The coordinates were established by GPS observations
 DP4732.and adjusted by the National Geodetic Survey in July 2023.
 DP4732
 DP4732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4732.been affixed to the stable North American Tectonic Plate. 
 DP4732
 DP4732.The coordinates are valid at the epoch date displayed above
 DP4732.which is a decimal equivalence of Year/Month/Day.
 DP4732
 DP4732.Due to the release of the International GNSS Service (IGS) 2014
 DP4732.realization of the International Terrestrial Reference Frame of 2014
 DP4732.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP4732.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP4732.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP4732.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP4732.currently published epoch of 2010.00.
 DP4732
 DP4732.Additional information on MYCS2 is available at
 DP4732.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP4732
 DP4732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4732.GEOID18 height accuracy estimate available here.
 DP4732
 DP4732.The PID for the CORS L1 Phase Center is DP4733.
 DP4732
 DP4732.Click photographs - Photos may exist for this station.
 DP4732
 DP4732.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP4732
 DP4732.The ellipsoidal height was determined by GPS observations
 DP4732.and is referenced to NAD 83.
 DP4732
 DP4732. The following values were computed from the NAD 83(2011) position.
 DP4732
 DP4732;                    North         East     Units Scale Factor Converg.
 DP4732;SPC NE       -   312,055.127   723,324.800   MT  0.99984535   +1 48 15.4
 DP4732;SPC NE       - 1,023,800.86  2,373,108.11   sFT  0.99984535   +1 48 15.4
 DP4732;UTM  14      - 4,719,184.043   641,289.575   MT  0.99984561   +1 09 59.3
 DP4732
 DP4732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4732!SPC NE       -   0.99993250  x   0.99984535  =   0.99977786
 DP4732!UTM  14      -   0.99993250  x   0.99984561  =   0.99977812
 DP4732
 DP4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4128919184(NAD 83)
 DP4732
 DP4732                          SUPERSEDED SURVEY CONTROL
 DP4732
 DP4732  NAD 83(2011)-  42 36 43.72857(N)    097 16 38.57009(W) AD(2010.00) c
 DP4732  ELLIP H (06/??/19)  430.462  (m)                       GP(2010.00) c c
 DP4732  NAD 83(2011)-  42 36 43.72883(N)    097 16 38.56995(W) AD(2010.00) c
 DP4732  ELLIP H (09/??/14)  430.453  (m)                       GP(2010.00) c c
 DP4732
 DP4732.Superseded values are not recommended for survey control.
 DP4732
 DP4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4732.See file dsdata.pdf to determine how the superseded data were derived.
 DP4732
 DP4732_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP4732
 DP4732                          STATION DESCRIPTION
 DP4732
 DP4732'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DP4732'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP4732'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP4732'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP4732'https://geodesy.noaa.gov/CORS/data.shtml
 DP4732'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1749 ***********************************************************************
 NM1749  DESIGNATION -  HARTINGTON MUNICIPAL TANK
 NM1749  PID         -  NM1749
 NM1749  STATE/COUNTY-  NE/CEDAR
 NM1749  COUNTRY     -  US
 NM1749  USGS QUAD   -  HARTINGTON (2017)
 NM1749
 NM1749                         *CURRENT SURVEY CONTROL
 NM1749  ______________________________________________________________________
 NM1749* NAD 83(1995) POSITION- 42 37 13.11787(N) 097 16 27.55551(W)   ADJUSTED
 NM1749  ______________________________________________________________________
 NM1749  GEOID HEIGHT    -        -25.520 (meters)                     GEOID18
 NM1749  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 NM1749  HORZ ORDER      -  THIRD
 NM1749
 NM1749.The horizontal coordinates were established by classical geodetic methods
 NM1749.and adjusted by the National Geodetic Survey in August 1997.
 NM1749
 NM1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1749.GEOID18 height accuracy estimate available here.
 NM1749
 NM1749.Click photographs - Photos may exist for this station.
 NM1749
 NM1749.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1749
 NM1749. The following values were computed from the NAD 83(1995) position.
 NM1749
 NM1749;                    North         East     Units Scale Factor Converg.
 NM1749;SPC NE       -   312,969.311   723,547.106   MT  0.99984812   +1 48 22.7
 NM1749;SPC NE       - 1,026,800.15  2,373,837.46   sFT  0.99984812   +1 48 22.7
 NM1749;UTM  14      - 4,720,095.695   641,522.041   MT  0.99984642   +1 10 07.4
 NM1749
 NM1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4152220095(NAD 83)
 NM1749
 NM1749                          SUPERSEDED SURVEY CONTROL
 NM1749
 NM1749  NAD 83(1986)-  42 37 13.12449(N)    097 16 27.54745(W) AD(       ) 3
 NM1749  NAD 27      -  42 37 13.12800(N)    097 16 26.34700(W) AD(       ) 3
 NM1749
 NM1749.Superseded values are not recommended for survey control.
 NM1749
 NM1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1749.See file dsdata.pdf to determine how the superseded data were derived.
 NM1749
 NM1749_MARKER: 53 = ELEVATED TANK
 NM1749
 NM1749  HISTORY     - Date     Condition        Report By
 NM1749  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1749  HISTORY     - 1940     GOOD             CGS
 NM1749
 NM1749                          STATION DESCRIPTION
 NM1749
 NM1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1749'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL
 NM1749'WATER TANK, LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 NM1749'HARTINGTON.
 NM1749'
 NM1749'OBSERVED UPON FROM STATIONS CEDAR, HAVEKOST, NIELSEN, HAHNE
 NM1749'AND RASMUSSEN.
 NM1749
 NM1749                          STATION RECOVERY (1940)
 NM1749
 NM1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1749'HARTINGTON MUNICIPAL WATER TANK IS IN THE TOWN OF HARTINGTON,
 NM1749'ON HOESE STREET, ONE BLOCK NORTH OF THE INTERSECTION OF HOESE
 NM1749'STREET AND STATE HIGHWAY 15.
 NM1749'
 NM1749'TANK AND SUPPORTING TOWER ARE OF ALL-STEEL CONSTRUCTION, THE
 NM1749'TANK PAINTED SILVER, THE SUPPORTING TOWER PAINTED BLACK.  THE
 NM1749'ENTIRE STRUCTURE IS 95 FEET HIGH AND HAS A 3-FOOT SPIRE FINIAL
 NM1749'CENTERED AT THE TOP.  IT WAS BUILT IN 1913.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1278 ***********************************************************************
 LH1278  DESIGNATION -  HARTWELL HOLY FAMILY CH CROSS
 LH1278  PID         -  LH1278
 LH1278  STATE/COUNTY-  NE/KEARNEY
 LH1278  COUNTRY     -  US
 LH1278  USGS QUAD   -  HEARTWELL (2017)
 LH1278
 LH1278                         *CURRENT SURVEY CONTROL
 LH1278  ______________________________________________________________________
 LH1278* NAD 83(1995) POSITION- 40 34 14.57999(N) 098 47 27.07573(W)   ADJUSTED
 LH1278  ______________________________________________________________________
 LH1278  GEOID HEIGHT    -        -24.985 (meters)                     GEOID18
 LH1278  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 LH1278  HORZ ORDER      -  THIRD
 LH1278
 LH1278.The horizontal coordinates were established by classical geodetic methods
 LH1278.and adjusted by the National Geodetic Survey in August 1997.
 LH1278
 LH1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1278.GEOID18 height accuracy estimate available here.
 LH1278
 LH1278.Click photographs - Photos may exist for this station.
 LH1278
 LH1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1278
 LH1278. The following values were computed from the NAD 83(1995) position.
 LH1278
 LH1278;                    North         East     Units Scale Factor Converg.
 LH1278;SPC NE       -    82,587.335   602,364.091   MT  0.99979062   +0 48 04.7
 LH1278;SPC NE       -   270,955.28  1,976,256.19   sFT  0.99979062   +0 48 04.7
 LH1278;UTM  14      - 4,491,125.333   517,703.100   MT  0.99960386   +0 08 09.7
 LH1278
 LH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1770391125(NAD 83)
 LH1278
 LH1278                          SUPERSEDED SURVEY CONTROL
 LH1278
 LH1278  NAD 83(1986)-  40 34 14.58679(N)    098 47 27.07553(W) AD(       ) 3
 LH1278  NAD 27      -  40 34 14.53400(N)    098 47 25.80700(W) AD(       ) 3
 LH1278
 LH1278.Superseded values are not recommended for survey control.
 LH1278
 LH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1278.See file dsdata.pdf to determine how the superseded data were derived.
 LH1278
 LH1278_MARKER: 91 = CHURCH CROSS
 LH1278
 LH1278  HISTORY     - Date     Condition        Report By
 LH1278  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1278
 LH1278                          STATION DESCRIPTION
 LH1278
 LH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1278'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HEARTWELL, 60
 LH1278'FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET AND 60 FEET NORTH
 LH1278'OF THE CENTER OF AN EAST-WEST STREET.  IT IS A GREEN COLORED
 LH1278'CUPALO WITH A CROSS AT THE APEX AND HAS AN OVERALL HEIGHT OF
 LH1278'ABOUT 60 FEET.
 LH1278'
 LH1278'THE CROSS AT THE APEX OF THE CUPALO WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1103 ***********************************************************************
 LH1103  DESIGNATION -  HARVARD
 LH1103  PID         -  LH1103
 LH1103  STATE/COUNTY-  NE/CLAY
 LH1103  COUNTRY     -  US
 LH1103  USGS QUAD   -  HARVARD NE (2017)
 LH1103
 LH1103                         *CURRENT SURVEY CONTROL
 LH1103  ______________________________________________________________________
 LH1103* NAD 83(1995) POSITION- 40 38 28.09627(N) 098 04 15.24535(W)   ADJUSTED
 LH1103* NAVD 88 ORTHO HEIGHT -   551.    (meters)     1808.    (feet) SCALED
 LH1103  ______________________________________________________________________
 LH1103  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 LH1103  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 LH1103  HORZ ORDER      -  SECOND
 LH1103
 LH1103.The horizontal coordinates were established by classical geodetic methods
 LH1103.and adjusted by the National Geodetic Survey in August 1997.
 LH1103
 LH1103.The orthometric height was scaled from a topographic map.
 LH1103
 LH1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1103.GEOID18 height accuracy estimate available here.
 LH1103
 LH1103.Click photographs - Photos may exist for this station.
 LH1103
 LH1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1103
 LH1103. The following values were computed from the NAD 83(1995) position.
 LH1103
 LH1103;                    North         East     Units Scale Factor Converg.
 LH1103;SPC NE       -    91,509.831   663,131.348   MT  0.99977152   +1 16 42.3
 LH1103;SPC NE       -   300,228.50  2,175,623.43   sFT  0.99977152   +1 16 42.3
 LH1103;UTM  14      - 4,499,336.092   578,561.403   MT  0.99967597   +0 36 18.6
 LH1103
 LH1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1103!SPC NE       -   0.99991758  x   0.99977152  =   0.99968912
 LH1103!UTM  14      -   0.99991758  x   0.99967597  =   0.99959357
 LH1103
 LH1103:                Primary Azimuth Mark                     Grid Az
 LH1103:SPC NE       -  HARVARD AZ MK                            222 37 43.9
 LH1103:UTM  14      -  HARVARD AZ MK                            223 18 07.6
 LH1103
 LH1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7856199336(NAD 83)
 LH1103
 LH1103|---------------------------------------------------------------------|
 LH1103| PID    Reference Object                     Distance      Geod. Az  |
 LH1103|                                                           dddmmss.s |
 LH1103| CN8742 HARVARD RM 1                         26.392 METERS 17509     |
 LH1103| CN8741 HARVARD AZ MK                                      2235426.2 |
 LH1103| CN8743 HARVARD RM 2                         21.262 METERS 27538     |
 LH1103|---------------------------------------------------------------------|
 LH1103
 LH1103                          SUPERSEDED SURVEY CONTROL
 LH1103
 LH1103  NAD 83(1986)-  40 38 28.10374(N)    098 04 15.24628(W) AD(       ) 2
 LH1103  NAD 27      -  40 38 28.06500(N)    098 04 14.06300(W) AD(       ) 2
 LH1103
 LH1103.Superseded values are not recommended for survey control.
 LH1103
 LH1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1103.See file dsdata.pdf to determine how the superseded data were derived.
 LH1103
 LH1103_MARKER: DS = TRIANGULATION STATION DISK
 LH1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1103_STAMPING: HARVARD 1951
 LH1103_MARK LOGO: CGS
 LH1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1103+STABILITY: SURFACE MOTION
 LH1103
 LH1103  HISTORY     - Date     Condition        Report By
 LH1103  HISTORY     - 1951     MONUMENTED       CGS
 LH1103
 LH1103                          STATION DESCRIPTION
 LH1103
 LH1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1103'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF HARVARD IN THE
 LH1103'NORTHEAST CORNER OF A SMALL CULTIVATED FIELD, 250 FEET NORTH OF
 LH1103'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 36 FEET WEST OF THE
 LH1103'CENTER OF AN ABANDONED DIRT ROAD, 10 FEET SOUTH OF A FENCE
 LH1103'CORNER AND 4 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED
 LH1103'HARVARD 1951 AND PROJECTS 3 INCHES.
 LH1103'
 LH1103'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF SMALL CULTIVATED
 LH1103'FIELD, 96 FEET SOUTH OF A FENCE CORNER AND 36 FEET WEST OF THE
 LH1103'CENTER OF ABANDONED DIRT ROAD.  IT IS STAMPED HARVARD NO 1
 LH1103'1951 AND PROJECTS 2 INCHES.
 LH1103'
 LH1103'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF SMALL CULTIVATED
 LH1103'FIELD, 72 FEET WEST OF A FENCE CORNER, 57 FEET EAST OF A FENCE
 LH1103'CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1103'STAMPED HARVARD NO 2 1951 AND PROJECTS 2 INCHES.
 LH1103'
 LH1103'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 120.68 FEET.
 LH1103'
 LH1103'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A CROSSROAD, 64
 LH1103'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 40 FEET NORTH
 LH1103'OF THE CENTER OF AN EAST-WEST ROAD, 12 FEET NORTHEAST OF A POWER
 LH1103'LINE POLE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 LH1103'HARVARD 1951 AND PROJECTS 4 INCHES.
 LH1103'
 LH1103'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF THE
 LH1103'POST OFFICE IN HARVARD, GO EAST ON GRAVELED ROAD FOR 0.4 MILE
 LH1103'TO A T INTERSECTION, TURN LEFT AND GO NORTH ON HARD SURFACED
 LH1103'ROAD FOR 0.5 MILE TO A CROSSROAD AND AZIMUTH MARK IN NORTHWEST
 LH1103'ANGLE AS DESCRIBED.  CONTINUE NORTH FOR 1.0 MILE TO A CROSSROAD,
 LH1103'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE TO A T
 LH1103'ROAD RIGHT AND AN ABANDONED DIRT ROAD ON LEFT, TURN LEFT AND
 LH1103'GO NORTH ON OLD DIRT ROAD FOR .05 MILE TO STATION ON LEFT
 LH1103'AS DESCRIBED.
 LH1103'
 LH1103'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1104 ***********************************************************************
 LH1104  DESIGNATION -  HARVARD ARMY AIRFLD WATER TWR
 LH1104  PID         -  LH1104
 LH1104  STATE/COUNTY-  NE/CLAY
 LH1104  COUNTRY     -  US
 LH1104  USGS QUAD   -  HARVARD NE (2017)
 LH1104
 LH1104                         *CURRENT SURVEY CONTROL
 LH1104  ______________________________________________________________________
 LH1104* NAD 83(1995) POSITION- 40 39 27.86440(N) 098 05 22.31929(W)   ADJUSTED
 LH1104  ______________________________________________________________________
 LH1104  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 LH1104  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 LH1104  HORZ ORDER      -  THIRD
 LH1104
 LH1104.The horizontal coordinates were established by classical geodetic methods
 LH1104.and adjusted by the National Geodetic Survey in August 1997.
 LH1104
 LH1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1104.GEOID18 height accuracy estimate available here.
 LH1104
 LH1104.Click photographs - Photos may exist for this station.
 LH1104
 LH1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1104
 LH1104. The following values were computed from the NAD 83(1995) position.
 LH1104
 LH1104;                    North         East     Units Scale Factor Converg.
 LH1104;SPC NE       -    93,317.605   661,515.322   MT  0.99976724   +1 15 57.8
 LH1104;SPC NE       -   306,159.51  2,170,321.52   sFT  0.99976724   +1 15 57.8
 LH1104;UTM  14      - 4,501,162.550   576,966.874   MT  0.99967291   +0 35 35.6
 LH1104
 LH1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7696601162(NAD 83)
 LH1104
 LH1104                          SUPERSEDED SURVEY CONTROL
 LH1104
 LH1104  NAD 83(1986)-  40 39 27.87171(N)    098 05 22.31989(W) AD(       ) 3
 LH1104  NAD 27      -  40 39 27.83300(N)    098 05 21.13300(W) AD(       ) 3
 LH1104
 LH1104.Superseded values are not recommended for survey control.
 LH1104
 LH1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1104.See file dsdata.pdf to determine how the superseded data were derived.
 LH1104
 LH1104_MARKER: 54 = WATER TOWER
 LH1104
 LH1104  HISTORY     - Date     Condition        Report By
 LH1104  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1104
 LH1104                          STATION DESCRIPTION
 LH1104
 LH1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1104'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF HARVARD NEAR
 LH1104'THE NORTH EDGE OF THE HARVARD ARMY AIRFIELD.  IT IS A LARGE
 LH1104'CONCRETE CYLINDER WITH ORANGE AND WHITE CHECKS PAINTED ON THE TOP
 LH1104'HALF AND HAS AN OVERALL HEIGHT OF 110 FEET.
 LH1104'
 LH1104'THE POINT OBSERVED WAS A BEACON ON TOP OF THE TOWER.
 LH1104'
 LH1104'TO REACH THE STATION FROM THE RAILROAD STATION IN HARVARD,
 LH1104'GO EAST FOR 0.5 MILE TO A T INTERSECTION, TURN LEFT AND GO
 LH1104'NORTH ON HARD SURFACED ROAD FOR 2.9 MILES TO STATION ON
 LH1104'RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1105 ***********************************************************************
 LH1105  DESIGNATION -  HARVARD MUNICIPAL STANDPIPE
 LH1105  PID         -  LH1105
 LH1105  STATE/COUNTY-  NE/CLAY
 LH1105  COUNTRY     -  US
 LH1105  USGS QUAD   -  HARVARD (2017)
 LH1105
 LH1105                         *CURRENT SURVEY CONTROL
 LH1105  ______________________________________________________________________
 LH1105* NAD 83(1995) POSITION- 40 37 14.17202(N) 098 05 48.86795(W)   ADJUSTED
 LH1105  ______________________________________________________________________
 LH1105  GEOID HEIGHT    -        -25.717 (meters)                     GEOID18
 LH1105  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 LH1105  HORZ ORDER      -  THIRD
 LH1105
 LH1105.The horizontal coordinates were established by classical geodetic methods
 LH1105.and adjusted by the National Geodetic Survey in August 1997.
 LH1105
 LH1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1105.GEOID18 height accuracy estimate available here.
 LH1105
 LH1105.Click photographs - Photos may exist for this station.
 LH1105
 LH1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1105
 LH1105. The following values were computed from the NAD 83(1995) position.
 LH1105
 LH1105;                    North         East     Units Scale Factor Converg.
 LH1105;SPC NE       -    89,181.868   660,982.700   MT  0.99977694   +1 15 40.2
 LH1105;SPC NE       -   292,590.85  2,168,574.07   sFT  0.99977694   +1 15 40.2
 LH1105;UTM  14      - 4,497,033.767   576,385.770   MT  0.99967182   +0 35 16.7
 LH1105
 LH1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7638597033(NAD 83)
 LH1105
 LH1105                          SUPERSEDED SURVEY CONTROL
 LH1105
 LH1105  NAD 83(1986)-  40 37 14.17919(N)    098 05 48.86851(W) AD(       ) 3
 LH1105  NAD 27      -  40 37 14.13800(N)    098 05 47.68500(W) AD(       ) 3
 LH1105
 LH1105.Superseded values are not recommended for survey control.
 LH1105
 LH1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1105.See file dsdata.pdf to determine how the superseded data were derived.
 LH1105
 LH1105_MARKER: 52 = STANDPIPE TANK
 LH1105
 LH1105  HISTORY     - Date     Condition        Report By
 LH1105  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1105
 LH1105                          STATION DESCRIPTION
 LH1105
 LH1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1105'THE STATION IS LOCATED AT THE NORTH END OF THE BUSINESS
 LH1105'DISTRICT, 50 FEET EAST OF THE MAIN STREET IN HARVARD AND
 LH1105'50 FEET SOUTH OF AN EAST-WEST STREET.  IT IS A SILVER COLORED,
 LH1105'CYLINDRICAL SHAPED STRUCTURE, 12 FEET IN DIAMETER AND HAS
 LH1105'AN OVERALL HEIGHT OF 85 FEET.  THE WORD HARVARD IS PAINTED ON THE
 LH1105'SOUTH SIDE OF STANDPIPE.
 LH1105'
 LH1105'THE POINT OBSERVED WAS THE CENTER OF STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1116 ***********************************************************************
 LH1116  DESIGNATION -  HASTINGS
 LH1116  PID         -  LH1116
 LH1116  STATE/COUNTY-  NE/ADAMS
 LH1116  COUNTRY     -  US
 LH1116  USGS QUAD   -  HASTINGS WEST (2017)
 LH1116
 LH1116                         *CURRENT SURVEY CONTROL
 LH1116  ______________________________________________________________________
 LH1116* NAD 83(1995) POSITION- 40 35 29.90830(N) 098 22 29.47773(W)   ADJUSTED
 LH1116* NAVD 88 ORTHO HEIGHT -   584.790 (meters)     1918.60  (feet) ADJUSTED
 LH1116  ______________________________________________________________________
 LH1116  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 LH1116  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LH1116  DYNAMIC HEIGHT  -        584.465 (meters)     1917.53  (feet) COMP
 LH1116  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 LH1116
 LH1116  HORZ ORDER      -  SECOND
 LH1116  VERT ORDER      -  FIRST     CLASS II
 LH1116
 LH1116.The horizontal coordinates were established by classical geodetic methods
 LH1116.and adjusted by the National Geodetic Survey in August 1997.
 LH1116
 LH1116.The orthometric height was determined by differential leveling and
 LH1116.adjusted by the NATIONAL GEODETIC SURVEY
 LH1116.in May 1993.
 LH1116
 LH1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1116.GEOID18 height accuracy estimate available here.
 LH1116
 LH1116.Click photographs - Photos may exist for this station.
 LH1116
 LH1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1116
 LH1116.The dynamic height is computed by dividing the NAVD 88
 LH1116.geopotential number by the normal gravity value computed on the
 LH1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1116.degrees latitude (g = 980.6199 gals.).
 LH1116
 LH1116.The modeled gravity was interpolated from observed gravity values.
 LH1116
 LH1116. The following values were computed from the NAD 83(1995) position.
 LH1116
 LH1116;                    North         East     Units Scale Factor Converg.
 LH1116;SPC NE       -    85,487.262   637,534.574   MT  0.99978479   +1 04 37.1
 LH1116;SPC NE       -   280,469.46  2,091,644.68   sFT  0.99978479   +1 04 37.1
 LH1116;UTM  14      - 4,493,614.747   552,898.968   MT  0.99963444   +0 24 24.4
 LH1116
 LH1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1116!SPC NE       -   0.99991224  x   0.99978479  =   0.99969705
 LH1116!UTM  14      -   0.99991224  x   0.99963444  =   0.99954672
 LH1116
 LH1116:                Primary Azimuth Mark                     Grid Az
 LH1116:SPC NE       -  STROMER                                  143 51 24.0
 LH1116:UTM  14      -  STROMER                                  144 31 36.7
 LH1116
 LH1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5289893614(NAD 83)
 LH1116
 LH1116|---------------------------------------------------------------------|
 LH1116| PID    Reference Object                     Distance      Geod. Az  |
 LH1116|                                                           dddmmss.s |
 LH1116| LH1143 DONIPHAN MUNICIPAL TANK             APPROX.20.2 KM 0010823.9 |
 LH1116| LH1117 HASTINGS NAVAL ORD DEPOT FLAG       APPROX. 4.2 KM 1085850.8 |
 LH1116| LH1114 HASTINGS NAVAL ORD DEPOT TANK       APPROX. 3.2 KM 1092750.9 |
 LH1116| LH1112 STROMER                             APPROX. 8.6 KM 1445601.1 |
 LH1116| LH1118 HASTINGS MAGNETIC STATION            76.459 METERS 15722     |
 LH1116| LH1506 HASTINGS AZ MK                                     1844726.8 |
 LH1116| LH1504 HASTINGS RM 1                        25.268 METERS 22336     |
 LH1116| LH1125 INGLESIDE STATE HOSPITAL STANDPIPE  APPROX. 5.7 KM 2612913.2 |
 LH1116| LH1122 INGLESIDE STATE HOSPITAL STACK      APPROX. 5.7 KM 2615455.8 |
 LH1116| LH1505 HASTINGS RM 2                        26.648 METERS 32209     |
 LH1116|---------------------------------------------------------------------|
 LH1116
 LH1116                          SUPERSEDED SURVEY CONTROL
 LH1116
 LH1116  NAD 83(1986)-  40 35 29.91597(N)    098 22 29.47786(W) AD(       ) 2
 LH1116  NAD 27      -  40 35 29.85900(N)    098 22 28.26700(W) AD(       ) 2
 LH1116
 LH1116.Superseded values are not recommended for survey control.
 LH1116
 LH1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1116.See file dsdata.pdf to determine how the superseded data were derived.
 LH1116
 LH1116_MARKER: DS = TRIANGULATION STATION DISK
 LH1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1116_STAMPING: HASTINGS 1951
 LH1116_MARK LOGO: CGS
 LH1116_PROJECTION: FLUSH
 LH1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1116+STABILITY: SURFACE MOTION
 LH1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1116+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH1116
 LH1116  HISTORY     - Date     Condition        Report By
 LH1116  HISTORY     - 1951     MONUMENTED       CGS
 LH1116  HISTORY     - 1951     GOOD             CGS
 LH1116  HISTORY     - 1958     GOOD             CGS
 LH1116  HISTORY     - 1976     GOOD             NGS
 LH1116  HISTORY     - 19911004 GOOD             NGS
 LH1116  HISTORY     - 20150811 GOOD             GEOCAC
 LH1116
 LH1116                          STATION DESCRIPTION
 LH1116
 LH1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1116'THE STATION IS LOCATED JUST EAST OF UNIVERSITY AVENUE ON THE WEST
 LH1116'EDGE OF THE CAMPUS OF HASTINGS COLLEGE.  IT IS 79.0 FEET SOUTH OF
 LH1116'THE CENTER OF AN EAST-WEST SIDEWALK, 72.0 FEET NORTH OF THE
 LH1116'CENTER OF AN EAST-WEST SIDEWALK AND 35.0 FEET EAST OF THE CENTER
 LH1116'OF TURNER AVENUE.  IT IS SET FLUSH AND STAMPED HASTINGS 1951.
 LH1116'
 LH1116'REFERENCE MARK NO. 1 IS 23.0 FEET WEST OF THE CENTER OF TURNER
 LH1116'AVENUE AND SET IN THE TOP OF THE CURB OF UNIVERSITY AVENUE
 LH1116'WHERE IT TURNS SOUTH INTO TURNER AVENUE.  IT PROJECTS 6 INCHES
 LH1116'AND IS STAMPED HASTINGS NO 1 1951.
 LH1116'
 LH1116'REFERENCE MARK NO. 2 IS 23.0 FEET WEST OF THE CENTER OF TURNER
 LH1116'AVENUE AND SET IN THE TOP OF THE CURB OF UNIVERSITY AVENUE WHERE
 LH1116'IT TURNS NORTH INTO TURNER AVENUE.  IT PROJECTS 6 INCHES AND IS
 LH1116'STAMPED HASTINGS NO 2 1951.
 LH1116'
 LH1116'THE DISTANCE BETWEEN REFERENCE MARKS IS 129.2 FEET.
 LH1116'
 LH1116'THE AZIMUTH MARK IS SET ON TOP OF THE SOUTH CURB OF 7TH STREET AT
 LH1116'THE T INTERSECTION FORMED BY THE SOUTH END OF TURNER AVENUE.
 LH1116'IT IS 18.0 FEET SOUTH OF THE CENTER OF THE T INTERSECTION AND
 LH1116'13.0 FEET EAST OF A LIGHT POST.  IT PROJECTS 6 INCHES AND IS
 LH1116'STAMPED HASTINGS 1951.
 LH1116'
 LH1116'A TRAVERSE CONNECTION WAS MADE TO THE HASTINGS, MEGNETIC STATION.
 LH1116'IT IS 14.0 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVE AND 2.0
 LH1116'FEET SOUTHWEST OF A TREE.  IT IS A 6 INCH SQUARE CONCRETE POST
 LH1116'PROJECTING 4 INCHES AND HAS THE LETTERS U.S.C.S. 1902 IN ITS TOP
 LH1116'WITH A SMALL HOLE AT THE CENTER OF THE POST.
 LH1116'
 LH1116'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1116
 LH1116                          STATION RECOVERY (1951)
 LH1116
 LH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1116'RECOVERED IN GOOD CONDITION.
 LH1116
 LH1116                          STATION RECOVERY (1958)
 LH1116
 LH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 LH1116'RECOVERED BY JOHN T. KONZACK, HASTINGS COLLEGE, HASTINGS, NEBRASKA,
 LH1116'REFERENCE TO LETTER DATED DECEMBER 1, 1958.
 LH1116'
 LH1116'STATION MARK RECOVERED IN GOOD CONDITION.  THE MARK IS 1.31
 LH1116'FEET EAST OF THE EAST CURB OF TURNER AVENUE.  ALL OTHER DATA REMAINS
 LH1116'UNCHANGED.
 LH1116
 LH1116                          STATION RECOVERY (1976)
 LH1116
 LH1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH1116'STATION AND AZIMUTH FOUND IN GODD CONDITION.
 LH1116'
 LH1116'NOTE--STATION IS NOW IN A NEW SIDE WALK (FLUSH).
 LH1116
 LH1116                          STATION RECOVERY (1991)
 LH1116
 LH1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1116'IN HASTINGS, AT THE INTERSECTION OF TURNER AVENUE AND UNIVERSITY
 LH1116'STREET, 26.7 M (87.6 FT) SOUTHEAST OF REFERENCE MARK 2, 25.4 M (83.3
 LH1116'FT) NORTHEAST OF REFERENCE MARK 1, 11.2 M (36.7 FT) EAST OF THE
 LH1116'CENTER OF THE AVENUE, 14.6 M (47.9 FT) SOUTH OF THE CENTER OF THE
 LH1116'WESTBOUND LANES OF THE STREET, 13.1 M (43.0 FT) NORTH OF THE CENTER
 LH1116'OF THE EASTBOUND LANES OF THE STREET, 7.9 M (25.9 FT) WEST OF THE
 LH1116'WEST FACE OF A SIGN (HASTINGS COLLEGE), 0.4 M (1.3 FT) EAST OF THE
 LH1116'WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS SURROUNDED BY AND FLUSH
 LH1116'WITH THE SIDEWALK.
 LH1116
 LH1116                          STATION RECOVERY (2015)
 LH1116
 LH1116'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1116'FOUND STATION, RM1, RM2 AND AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1128 ***********************************************************************
 LH1128  DESIGNATION -  HASTINGS ASYLUM APEX NEW BLDG
 LH1128  PID         -  LH1128
 LH1128  STATE/COUNTY-  NE/ADAMS
 LH1128  COUNTRY     -  US
 LH1128  USGS QUAD   -  HASTINGS WEST (2017)
 LH1128
 LH1128                         *CURRENT SURVEY CONTROL
 LH1128  ______________________________________________________________________
 LH1128* NAD 83(1995) POSITION- 40 35 01.49144(N) 098 26 23.97581(W)   ADJUSTED
 LH1128  ______________________________________________________________________
 LH1128  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 LH1128  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 LH1128  HORZ ORDER      -  THIRD
 LH1128
 LH1128.The horizontal coordinates were established by classical geodetic methods
 LH1128.and adjusted by the National Geodetic Survey in August 1997.
 LH1128
 LH1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1128.GEOID18 height accuracy estimate available here.
 LH1128
 LH1128.Click photographs - Photos may exist for this station.
 LH1128
 LH1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1128
 LH1128. The following values were computed from the NAD 83(1995) position.
 LH1128
 LH1128;                    North         East     Units Scale Factor Converg.
 LH1128;SPC NE       -    84,509.500   632,038.395   MT  0.99978697   +1 02 01.7
 LH1128;SPC NE       -   277,261.58  2,073,612.63   sFT  0.99978697   +1 02 01.7
 LH1128;UTM  14      - 4,492,701.448   547,392.588   MT  0.99962765   +0 21 51.6
 LH1128
 LH1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4739292701(NAD 83)
 LH1128
 LH1128                          SUPERSEDED SURVEY CONTROL
 LH1128
 LH1128  NAD 83(1986)-  40 35 01.49859(N)    098 26 23.97486(W) AD(       ) 3
 LH1128  NAD 27      -  40 35 01.44100(N)    098 26 22.75400(W) AD(       ) 3
 LH1128  USSD        -  40 35 01.50000(N)    098 26 22.75000(W) AD(       ) 3
 LH1128
 LH1128.Superseded values are not recommended for survey control.
 LH1128
 LH1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1128.See file dsdata.pdf to determine how the superseded data were derived.
 LH1128
 LH1128
 LH1128  HISTORY     - Date     Condition        Report By
 LH1128  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1128  HISTORY     - 1935     GOOD             CGS
 LH1128
 LH1128                          STATION DESCRIPTION
 LH1128
 LH1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1128'THE ORIGINAL (AND MAIN) BUILDING IS STILL STANDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1119 ***********************************************************************
 LH1119  DESIGNATION -  HASTINGS CITY WATER AND LT STK
 LH1119  PID         -  LH1119
 LH1119  STATE/COUNTY-  NE/ADAMS
 LH1119  COUNTRY     -  US
 LH1119  USGS QUAD   -  HASTINGS WEST (2017)
 LH1119
 LH1119                         *CURRENT SURVEY CONTROL
 LH1119  ______________________________________________________________________
 LH1119* NAD 83(1995) POSITION- 40 35 55.21450(N) 098 23 18.68976(W)   ADJUSTED
 LH1119  ______________________________________________________________________
 LH1119  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 LH1119  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 LH1119  HORZ ORDER      -  THIRD
 LH1119
 LH1119.The horizontal coordinates were established by classical geodetic methods
 LH1119.and adjusted by the National Geodetic Survey in August 1997.
 LH1119
 LH1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1119.GEOID18 height accuracy estimate available here.
 LH1119
 LH1119.Click photographs - Photos may exist for this station.
 LH1119
 LH1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1119
 LH1119. The following values were computed from the NAD 83(1995) position.
 LH1119
 LH1119;                    North         East     Units Scale Factor Converg.
 LH1119;SPC NE       -    86,245.902   636,363.282   MT  0.99978286   +1 04 04.5
 LH1119;SPC NE       -   282,958.43  2,087,801.87   sFT  0.99978286   +1 04 04.5
 LH1119;UTM  14      - 4,494,386.917   551,736.804   MT  0.99963295   +0 23 52.5
 LH1119
 LH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5173694386(NAD 83)
 LH1119
 LH1119                          SUPERSEDED SURVEY CONTROL
 LH1119
 LH1119  NAD 83(1986)-  40 35 55.22181(N)    098 23 18.68989(W) AD(       ) 3
 LH1119  NAD 27      -  40 35 55.16700(N)    098 23 17.48000(W) AD(       ) 3
 LH1119
 LH1119.Superseded values are not recommended for survey control.
 LH1119
 LH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1119.See file dsdata.pdf to determine how the superseded data were derived.
 LH1119
 LH1119_MARKER: 63 = STACK
 LH1119
 LH1119  HISTORY     - Date     Condition        Report By
 LH1119  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1119  HISTORY     - 1964     GOOD             CGS
 LH1119
 LH1119                          STATION DESCRIPTION
 LH1119
 LH1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1119'THE STATION IS LOCATED JUST WEST OF ST. JOE AVENUE BETWEEN
 LH1119'12TH AND 13TH STREETS.  IT IS A LARGE CONCRETE STACK WITH AN
 LH1119'OVERALL HEIGHT OF 150 FEET.  THE WORDS CITY WATER AND LIGHT
 LH1119'ARE PAINTED ON THE SOUTH SIDE OF STACK.
 LH1119'
 LH1119'THE POINT OBSERVED WAS THE CENTER OF STACK.
 LH1119
 LH1119                          STATION RECOVERY (1964)
 LH1119
 LH1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1119'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  LOCAL
 LH1119'INQUIRY VERIFIED THE EXISTANCE OF THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1129 ***********************************************************************
 LH1129  DESIGNATION -  HASTINGS COURTHOUSE CUPOLA
 LH1129  PID         -  LH1129
 LH1129  STATE/COUNTY-  NE/ADAMS
 LH1129  COUNTRY     -  US
 LH1129  USGS QUAD   -  HASTINGS WEST (2017)
 LH1129
 LH1129                         *CURRENT SURVEY CONTROL
 LH1129  ______________________________________________________________________
 LH1129* NAD 83(1995) POSITION- 40 35 11.63988(N) 098 23 21.43255(W)   ADJUSTED
 LH1129  ______________________________________________________________________
 LH1129  GEOID HEIGHT    -        -25.306 (meters)                     GEOID18
 LH1129  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 LH1129  HORZ ORDER      -  THIRD
 LH1129
 LH1129.The horizontal coordinates were established by classical geodetic methods
 LH1129.and adjusted by the National Geodetic Survey in August 1997.
 LH1129
 LH1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1129.GEOID18 height accuracy estimate available here.
 LH1129
 LH1129.Click photographs - Photos may exist for this station.
 LH1129
 LH1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1129
 LH1129. The following values were computed from the NAD 83(1995) position.
 LH1129
 LH1129;                    North         East     Units Scale Factor Converg.
 LH1129;SPC NE       -    84,901.115   636,323.853   MT  0.99978619   +1 04 02.7
 LH1129;SPC NE       -   278,546.41  2,087,672.51   sFT  0.99978619   +1 04 02.7
 LH1129;UTM  14      - 4,493,042.888   551,681.659   MT  0.99963288   +0 23 50.4
 LH1129
 LH1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5168193042(NAD 83)
 LH1129
 LH1129                          SUPERSEDED SURVEY CONTROL
 LH1129
 LH1129  NAD 83(1986)-  40 35 11.64711(N)    098 23 21.43158(W) AD(       ) 3
 LH1129  NAD 27      -  40 35 11.59000(N)    098 23 20.20500(W) AD(       ) 3
 LH1129  USSD        -  40 35 11.65000(N)    098 23 20.21000(W) AD(       ) 3
 LH1129
 LH1129.Superseded values are not recommended for survey control.
 LH1129
 LH1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1129.See file dsdata.pdf to determine how the superseded data were derived.
 LH1129
 LH1129_MARKER: 86 = CUPOLA
 LH1129
 LH1129  HISTORY     - Date     Condition        Report By
 LH1129  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1129  HISTORY     - 1935     POOR             CGS
 LH1129
 LH1129                          STATION DESCRIPTION
 LH1129
 LH1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1129'THE CUPOLA WITH STATUE HAS BEEN REMOVED FROM THE COURT HOUSE.
 LH1129'IT NOW HAS MERELY THE FOUR CONICAL TOWERS, ONE AT EACH OF THE FOUR
 LH1129'CORNERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1118 ***********************************************************************
 LH1118  DESIGNATION -  HASTINGS MAGNETIC STATION
 LH1118  PID         -  LH1118
 LH1118  STATE/COUNTY-  NE/ADAMS
 LH1118  COUNTRY     -  US
 LH1118  USGS QUAD   -  HASTINGS EAST (2017)
 LH1118
 LH1118                         *CURRENT SURVEY CONTROL
 LH1118  ______________________________________________________________________
 LH1118* NAD 83(1995) POSITION- 40 35 27.62058(N) 098 22 28.22605(W)   ADJUSTED
 LH1118* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 LH1118  ______________________________________________________________________
 LH1118  GEOID HEIGHT    -        -25.315 (meters)                     GEOID18
 LH1118  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LH1118  HORZ ORDER      -  SECOND
 LH1118
 LH1118.The horizontal coordinates were established by classical geodetic methods
 LH1118.and adjusted by the National Geodetic Survey in August 1997.
 LH1118
 LH1118.The orthometric height was scaled from a topographic map.
 LH1118
 LH1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1118.GEOID18 height accuracy estimate available here.
 LH1118
 LH1118.Click photographs - Photos may exist for this station.
 LH1118
 LH1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1118
 LH1118. The following values were computed from the NAD 83(1995) position.
 LH1118
 LH1118;                    North         East     Units Scale Factor Converg.
 LH1118;SPC NE       -    85,417.275   637,565.321   MT  0.99978497   +1 04 38.0
 LH1118;SPC NE       -   280,239.84  2,091,745.56   sFT  0.99978497   +1 04 38.0
 LH1118;UTM  14      - 4,493,544.416   552,928.890   MT  0.99963448   +0 24 25.2
 LH1118
 LH1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1118!SPC NE       -   0.99991233  x   0.99978497  =   0.99969732
 LH1118!UTM  14      -   0.99991233  x   0.99963448  =   0.99954684
 LH1118
 LH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5292893544(NAD 83)
 LH1118
 LH1118                          SUPERSEDED SURVEY CONTROL
 LH1118
 LH1118  NAD 83(1986)-  40 35 27.62826(N)    098 22 28.22618(W) AD(       ) 2
 LH1118  NAD 27      -  40 35 27.57100(N)    098 22 27.01500(W) AD(       ) 2
 LH1118
 LH1118.Superseded values are not recommended for survey control.
 LH1118
 LH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1118.See file dsdata.pdf to determine how the superseded data were derived.
 LH1118
 LH1118_MARKER: U = CONCRETE POST
 LH1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1118+STABILITY: SURFACE MOTION
 LH1118
 LH1118  HISTORY     - Date     Condition        Report By
 LH1118  HISTORY     - 1902     MONUMENTED       CGS
 LH1118  HISTORY     - 1951     GOOD             CGS
 LH1118  HISTORY     - 19980821 MARK NOT FOUND   LOCENG
 LH1118
 LH1118                          STATION DESCRIPTION
 LH1118
 LH1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LH1118'THE STATION IS LOCATED JUST EAST OF UNIVERSITY AVENUE ON THE WEST
 LH1118'EDGE OF THE CAMPUS OF HASTINGS COLLEGE.
 LH1118'
 LH1118'HASTINGS, MEGNETIC STATION
 LH1118'IS 14.0 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVE AND 2.0
 LH1118'FEET SOUTHWEST OF A TREE.  IT IS A 6 INCH SQUARE CONCRETE POST
 LH1118'PROJECTING 4 INCHES AND HAS THE LETTERS U.S.C.S. 1902 IN ITS TOP
 LH1118'WITH A SMALL HOLE AT THE CENTER OF THE POST.
 LH1118
 LH1118                          STATION RECOVERY (1998)
 LH1118
 LH1118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 LH1118'NOT RECOVERED. CHANGED AREA AND REFERENCE POINT NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1114 ***********************************************************************
 LH1114  DESIGNATION -  HASTINGS NAVAL ORD DEPOT TANK
 LH1114  PID         -  LH1114
 LH1114  STATE/COUNTY-  NE/ADAMS
 LH1114  COUNTRY     -  US
 LH1114  USGS QUAD   -  HASTINGS EAST (2017)
 LH1114
 LH1114                         *CURRENT SURVEY CONTROL
 LH1114  ______________________________________________________________________
 LH1114* NAD 83(1995) POSITION- 40 34 55.12236(N) 098 20 20.45365(W)   ADJUSTED
 LH1114  ______________________________________________________________________
 LH1114  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 LH1114  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 LH1114  HORZ ORDER      -  THIRD
 LH1114
 LH1114.The horizontal coordinates were established by classical geodetic methods
 LH1114.and adjusted by the National Geodetic Survey in August 1997.
 LH1114
 LH1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1114.GEOID18 height accuracy estimate available here.
 LH1114
 LH1114.Click photographs - Photos may exist for this station.
 LH1114
 LH1114.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1114
 LH1114. The following values were computed from the NAD 83(1995) position.
 LH1114
 LH1114;                    North         East     Units Scale Factor Converg.
 LH1114;SPC NE       -    84,472.320   640,587.922   MT  0.99978747   +1 06 02.6
 LH1114;SPC NE       -   277,139.60  2,101,662.21   sFT  0.99978747   +1 06 02.6
 LH1114;UTM  14      - 4,492,564.303   555,939.775   MT  0.99963852   +0 25 48.0
 LH1114
 LH1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5593992564(NAD 83)
 LH1114
 LH1114                          SUPERSEDED SURVEY CONTROL
 LH1114
 LH1114  NAD 83(1986)-  40 34 55.12982(N)    098 20 20.45324(W) AD(       ) 3
 LH1114  NAD 27      -  40 34 55.07500(N)    098 20 19.25100(W) AD(       ) 3
 LH1114
 LH1114.Superseded values are not recommended for survey control.
 LH1114
 LH1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1114.See file dsdata.pdf to determine how the superseded data were derived.
 LH1114
 LH1114_MARKER: 53 = ELEVATED TANK
 LH1114
 LH1114  HISTORY     - Date     Condition        Report By
 LH1114  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1114  HISTORY     - 1964     GOOD             CGS
 LH1114
 LH1114                          STATION DESCRIPTION
 LH1114
 LH1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1114'THE STATION IS LOCATED 0.4 MILE WEST OF THE MAIN GATE OF THE HASTINGS
 LH1114'NAVAL ORDNANCE DEPOT AND 150 FEET SOUTH OF U.S. HIGHWAY 6.  IT IS
 LH1114'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK AND HAS AN OVERALL
 LH1114'HEIGHT OF 100 FEET.
 LH1114'
 LH1114'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF TANK.
 LH1114
 LH1114                          STATION RECOVERY (1964)
 LH1114
 LH1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1114'THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1117 ***********************************************************************
 LH1117  DESIGNATION -  HASTINGS NAVAL ORD DEPOT FLAG
 LH1117  PID         -  LH1117
 LH1117  STATE/COUNTY-  NE/ADAMS
 LH1117  COUNTRY     -  US
 LH1117  USGS QUAD   -  HASTINGS EAST (2017)
 LH1117
 LH1117                         *CURRENT SURVEY CONTROL
 LH1117  ______________________________________________________________________
 LH1117* NAD 83(1995) POSITION- 40 34 45.86074(N) 098 19 41.64614(W)   ADJUSTED
 LH1117  ______________________________________________________________________
 LH1117  GEOID HEIGHT    -        -25.374 (meters)                     GEOID18
 LH1117  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 LH1117  HORZ ORDER      -  THIRD
 LH1117
 LH1117.The horizontal coordinates were established by classical geodetic methods
 LH1117.and adjusted by the National Geodetic Survey in August 1997.
 LH1117
 LH1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1117.GEOID18 height accuracy estimate available here.
 LH1117
 LH1117.Click photographs - Photos may exist for this station.
 LH1117
 LH1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1117
 LH1117. The following values were computed from the NAD 83(1995) position.
 LH1117
 LH1117;                    North         East     Units Scale Factor Converg.
 LH1117;SPC NE       -    84,204.335   641,505.753   MT  0.99978818   +1 06 28.3
 LH1117;SPC NE       -   276,260.39  2,104,673.46   sFT  0.99978818   +1 06 28.3
 LH1117;UTM  14      - 4,492,285.633   556,854.270   MT  0.99963979   +0 26 13.2
 LH1117
 LH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5685492285(NAD 83)
 LH1117
 LH1117                          SUPERSEDED SURVEY CONTROL
 LH1117
 LH1117  NAD 83(1986)-  40 34 45.86830(N)    098 19 41.64577(W) AD(       ) 3
 LH1117  NAD 27      -  40 34 45.81300(N)    098 19 40.44500(W) AD(       ) 3
 LH1117
 LH1117.Superseded values are not recommended for survey control.
 LH1117
 LH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1117.See file dsdata.pdf to determine how the superseded data were derived.
 LH1117
 LH1117_MARKER: 62 = FLAGPOLE
 LH1117
 LH1117  HISTORY     - Date     Condition        Report By
 LH1117  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1117  HISTORY     - 20071020 POOR             INDIV
 LH1117
 LH1117                          STATION DESCRIPTION
 LH1117
 LH1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1117'THE STATION IS LOCATED 0.1 MILE SOUTHWEST OF THE MAIN GATE AND
 LH1117'JUST EAST OF THE ADMINISTRATION BUILDING OF THE HASTINGS NAVAL
 LH1117'ORDNANCE DEPOT.  IT IS A SINGLE STAFF WITH AN OVERALL HEIGHT
 LH1117'OF 75 FEET.
 LH1117'
 LH1117'THE POINT OBSERVED WAS THE TOP OF THE FLAGPOLE.
 LH1117
 LH1117                          STATION RECOVERY (2007)
 LH1117
 LH1117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LH1117'THE STEEL FLAG POLE HAS BEEN CUT OFF AT THE BASE STANDARD.  THE BASE
 LH1117'HOWEVER, REMAINS AND IS AN ORNATE SANDSTONE SCULPTURE INSCRIBED WITH
 LH1117'LATITUDE, LONGITUDE, AND ELEVATION AROUND THE SIDES.
 LH1117'
 LH1117'THE INSCRIPTIONS ARE AS FOLLOWS -  LAT. 40 35 04    LONG. 98 21 07
 LH1117'EL. 1901.44 B.D.
 LH1117'
 LH1117'IMMEDIATELY FOLLOWING THE ELEVATION IS A RECESSED TRIANGLE POINTING
 LH1117'UPWARDS TO THE TOP LIP OF THE SANDSTONE BASE.  THERE ARE TWO LIPS AND
 LH1117'IT APPEARS THAT SOMEONE HAS ATTEMPTED TO CHISEL A SQUARE ON THE TOP
 LH1117'LIP SURFACE.  THE ORIGIN OF THIS ELEVATION IS UNKNOWN AND IT IS
 LH1117'ASSUMED THAT B.D. PROBABLY STOOD FOR BASE DATUM.
 LH1117'
 LH1117'THE FLAG POLE ITSELF SHOULD BE CONSIDERED DESTROYED, HOWEVER THE BASE
 LH1117'OF THE STEEL POLE REMAINS IN THE CENTER OF THE SANDSTONE STANDARD.
 LH1117'ASSUMING THAT THE ORIGINAL TOP OF THE POLE AND THE CENTER OF THE BASE
 LH1117'WERE IN THE SAME THE LOCATION, IT IS POSSIBLE TO RECONSTRUCT THE
 LH1117'LOCATION OF THIS MARK, BUT THE CERTAINTY WOULD BE QUESTIONABLE SINCE
 LH1117'THE ORIGINAL DESCRIPTION WAS TO THE TOP OF THE FLAGPOLE BEING 75 FEET
 LH1117'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1124 ***********************************************************************
 LH1124  DESIGNATION -  HASTINGS PRESBYTERIAN CH SPIRE
 LH1124  PID         -  LH1124
 LH1124  STATE/COUNTY-  NE/ADAMS
 LH1124  COUNTRY     -  US
 LH1124  USGS QUAD   -  HASTINGS WEST (2017)
 LH1124
 LH1124                         *CURRENT SURVEY CONTROL
 LH1124  ______________________________________________________________________
 LH1124* NAD 83(1995) POSITION- 40 35 22.82625(N) 098 23 29.02332(W)   ADJUSTED
 LH1124  ______________________________________________________________________
 LH1124  GEOID HEIGHT    -        -25.301 (meters)                     GEOID18
 LH1124  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LH1124  HORZ ORDER      -  THIRD
 LH1124
 LH1124.The horizontal coordinates were established by classical geodetic methods
 LH1124.and adjusted by the National Geodetic Survey in August 1997.
 LH1124
 LH1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1124.GEOID18 height accuracy estimate available here.
 LH1124
 LH1124.Click photographs - Photos may exist for this station.
 LH1124
 LH1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1124
 LH1124. The following values were computed from the NAD 83(1995) position.
 LH1124
 LH1124;                    North         East     Units Scale Factor Converg.
 LH1124;SPC NE       -    85,242.715   636,138.997   MT  0.99978533   +1 03 57.7
 LH1124;SPC NE       -   279,667.14  2,087,066.03   sFT  0.99978533   +1 03 57.7
 LH1124;UTM  14      - 4,493,386.573   551,500.838   MT  0.99963265   +0 23 45.6
 LH1124
 LH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5150093386(NAD 83)
 LH1124
 LH1124                          SUPERSEDED SURVEY CONTROL
 LH1124
 LH1124  NAD 83(1986)-  40 35 22.83351(N)    098 23 29.02216(W) AD(       ) 3
 LH1124  NAD 27      -  40 35 22.77500(N)    098 23 27.80800(W) AD(       ) 3
 LH1124  USSD        -  40 35 22.84000(N)    098 23 27.80000(W) AD(       ) 3
 LH1124
 LH1124.Superseded values are not recommended for survey control.
 LH1124
 LH1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1124.See file dsdata.pdf to determine how the superseded data were derived.
 LH1124
 LH1124_MARKER: 90 = CHURCH SPIRE
 LH1124
 LH1124  HISTORY     - Date     Condition        Report By
 LH1124  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1124  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 LH1124
 LH1124                          STATION DESCRIPTION
 LH1124
 LH1124'DESCRIBED BY GEOCACHING 2007 (CWL)
 LH1124'THE FOLLOWING TEXT CAN BE FOUND ON THE CHURCH'S WEB SITE AT
 LH1124'WWW.FPCHASTINGS.ORG/HISTORY.HTM
 LH1124'
 LH1124''THE NEW CHURCH BOASTED A MAGNIFICENT TALL TOWER AND GOTHIC SPIRE,
 LH1124'WHICH COULD BE SEEN FOR MILES AROUND.  UNFORTUNATELY, A TERRIBLE FIRE
 LH1124'COMPLETELY DESTROYED THE NEW BUILDING ONLY TWO DECADES LATER,
 LH1124'SEPTEMBER 25, 1910.'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1123 ***********************************************************************
 LH1123  DESIGNATION -  HASTINGS RADIO STA KHAS MAST
 LH1123  PID         -  LH1123
 LH1123  STATE/COUNTY-  NE/ADAMS
 LH1123  COUNTRY     -  US
 LH1123  USGS QUAD   -  HASTINGS WEST (2017)
 LH1123
 LH1123                         *CURRENT SURVEY CONTROL
 LH1123  ______________________________________________________________________
 LH1123* NAD 83(1995) POSITION- 40 35 07.58899(N) 098 23 34.24130(W)   ADJUSTED
 LH1123  ______________________________________________________________________
 LH1123  GEOID HEIGHT    -        -25.304 (meters)                     GEOID18
 LH1123  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LH1123  HORZ ORDER      -  THIRD
 LH1123
 LH1123.The horizontal coordinates were established by classical geodetic methods
 LH1123.and adjusted by the National Geodetic Survey in August 1997.
 LH1123
 LH1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1123.GEOID18 height accuracy estimate available here.
 LH1123
 LH1123.Click photographs - Photos may exist for this station.
 LH1123
 LH1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1123
 LH1123. The following values were computed from the NAD 83(1995) position.
 LH1123
 LH1123;                    North         East     Units Scale Factor Converg.
 LH1123;SPC NE       -    84,770.605   636,025.077   MT  0.99978650   +1 03 54.2
 LH1123;SPC NE       -   278,118.23  2,086,692.27   sFT  0.99978650   +1 03 54.2
 LH1123;UTM  14      - 4,492,915.900   551,381.424   MT  0.99963250   +0 23 42.0
 LH1123
 LH1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5138192915(NAD 83)
 LH1123
 LH1123                          SUPERSEDED SURVEY CONTROL
 LH1123
 LH1123  NAD 83(1986)-  40 35 07.59636(N)    098 23 34.24118(W) AD(       ) 3
 LH1123  NAD 27      -  40 35 07.54100(N)    098 23 33.02900(W) AD(       ) 3
 LH1123
 LH1123.Superseded values are not recommended for survey control.
 LH1123
 LH1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1123.See file dsdata.pdf to determine how the superseded data were derived.
 LH1123
 LH1123_MARKER: 42 = RADIO/TV MAST
 LH1123
 LH1123  HISTORY     - Date     Condition        Report By
 LH1123  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1123  HISTORY     - 1964     GOOD             CGS
 LH1123
 LH1123                          STATION DESCRIPTION
 LH1123
 LH1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1123'THE STATION IS LOCATED ATOP THE HASTINGS DAILY TRIBUNE BUILDING IN
 LH1123'THE NORTHWEST ANGLE OF THE INTERSECTION OF SECOND STREET AND
 LH1123'BURLINGTON AVENUE.  IT IS A RED AND WHITE TRIANGULAR SHAPED STEEL
 LH1123'STRUCTURE WITH AN OVERALL HEIGHT OF 250 FEET.
 LH1123'
 LH1123'THE POINT OBSERVED WAS A LIGHT AT THE TOP OF THE MAST.
 LH1123
 LH1123                          STATION RECOVERY (1964)
 LH1123
 LH1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1123'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED I IN 1951.
 LH1123'
 LH1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HASTINGS.
 LH1123'
 LH1123'NOTE.  A NEW MAST HAS BEEN CONSTRUCTED AND IS NOW IN USE BY THE RADIO
 LH1123'STATION.  IT IS ABOUT 1.5 MILES WEST-SOUTHWEST OF THIS TOWER.  THE
 LH1123'OLD TOWER IS TO BE LEASED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1126 ***********************************************************************
 LH1126  DESIGNATION -  HASTINGS SCHOOLHOUSE DOME POLE
 LH1126  PID         -  LH1126
 LH1126  STATE/COUNTY-  NE/ADAMS
 LH1126  COUNTRY     -  US
 LH1126  USGS QUAD   -  HASTINGS WEST (2017)
 LH1126
 LH1126                         *CURRENT SURVEY CONTROL
 LH1126  ______________________________________________________________________
 LH1126* NAD 83(1995) POSITION- 40 35 34.78551(N) 098 23 21.62874(W)   ADJUSTED
 LH1126  ______________________________________________________________________
 LH1126  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 LH1126  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LH1126  HORZ ORDER      -  THIRD
 LH1126
 LH1126.The horizontal coordinates were established by classical geodetic methods
 LH1126.and adjusted by the National Geodetic Survey in August 1997.
 LH1126
 LH1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1126.GEOID18 height accuracy estimate available here.
 LH1126
 LH1126.Click photographs - Photos may exist for this station.
 LH1126
 LH1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1126
 LH1126. The following values were computed from the NAD 83(1995) position.
 LH1126
 LH1126;                    North         East     Units Scale Factor Converg.
 LH1126;SPC NE       -    85,614.705   636,305.944   MT  0.99978442   +1 04 02.6
 LH1126;SPC NE       -   280,887.58  2,087,613.75   sFT  0.99978442   +1 04 02.6
 LH1126;UTM  14      - 4,493,756.529   551,672.098   MT  0.99963286   +0 23 50.5
 LH1126
 LH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5167293756(NAD 83)
 LH1126
 LH1126                          SUPERSEDED SURVEY CONTROL
 LH1126
 LH1126  NAD 83(1986)-  40 35 34.79277(N)    098 23 21.62760(W) AD(       ) 3
 LH1126  NAD 27      -  40 35 34.73700(N)    098 23 20.42000(W) AD(       ) 3
 LH1126  USSD        -  40 35 34.80000(N)    098 23 20.41000(W) AD(       ) 3
 LH1126
 LH1126.Superseded values are not recommended for survey control.
 LH1126
 LH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1126.See file dsdata.pdf to determine how the superseded data were derived.
 LH1126
 LH1126_MARKER: 87 = DOME
 LH1126
 LH1126  HISTORY     - Date     Condition        Report By
 LH1126  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1126
 LH1126                          STATION DESCRIPTION
 LH1126
 LH1126'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1115 ***********************************************************************
 LH1115  DESIGNATION -  HASTINGS ST POLICE RADIO MAST
 LH1115  PID         -  LH1115
 LH1115  STATE/COUNTY-  NE/ADAMS
 LH1115  COUNTRY     -  US
 LH1115  USGS QUAD   -  HASTINGS EAST (2017)
 LH1115
 LH1115                         *CURRENT SURVEY CONTROL
 LH1115  ______________________________________________________________________
 LH1115* NAD 83(1995) POSITION- 40 35 13.47706(N) 098 21 48.41430(W)   ADJUSTED
 LH1115  ______________________________________________________________________
 LH1115  GEOID HEIGHT    -        -25.330 (meters)                     GEOID18
 LH1115  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 LH1115  HORZ ORDER      -  THIRD
 LH1115
 LH1115.The horizontal coordinates were established by classical geodetic methods
 LH1115.and adjusted by the National Geodetic Survey in August 1997.
 LH1115
 LH1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1115.GEOID18 height accuracy estimate available here.
 LH1115
 LH1115.Click photographs - Photos may exist for this station.
 LH1115
 LH1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1115
 LH1115. The following values were computed from the NAD 83(1995) position.
 LH1115
 LH1115;                    North         East     Units Scale Factor Converg.
 LH1115;SPC NE       -    84,998.830   638,509.373   MT  0.99978605   +1 05 04.3
 LH1115;SPC NE       -   278,866.99  2,094,842.83   sFT  0.99978605   +1 05 04.3
 LH1115;UTM  14      - 4,493,115.020   553,867.841   MT  0.99963572   +0 24 50.9
 LH1115
 LH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5386793115(NAD 83)
 LH1115
 LH1115                          SUPERSEDED SURVEY CONTROL
 LH1115
 LH1115  NAD 83(1986)-  40 35 13.48456(N)    098 21 48.41418(W) AD(       ) 3
 LH1115  NAD 27      -  40 35 13.42900(N)    098 21 47.20700(W) AD(       ) 3
 LH1115
 LH1115.Superseded values are not recommended for survey control.
 LH1115
 LH1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1115.See file dsdata.pdf to determine how the superseded data were derived.
 LH1115
 LH1115_MARKER: 42 = RADIO/TV MAST
 LH1115
 LH1115  HISTORY     - Date     Condition        Report By
 LH1115  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1115
 LH1115                          STATION DESCRIPTION
 LH1115
 LH1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1115'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF TOWN, 200 FEET EAST
 LH1115'OF THE EAST END OF THIRD STREET.  IT IS A RED AND WHITE TRIANGULAR
 LH1115'SHAPED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 150 FEET.
 LH1115'
 LH1115'THE POINT OBSERVED WAS A LIGHT ON TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1121 ***********************************************************************
 LH1121  DESIGNATION -  HASTINGS STANDPIPE
 LH1121  PID         -  LH1121
 LH1121  STATE/COUNTY-  NE/ADAMS
 LH1121  COUNTRY     -  US
 LH1121  USGS QUAD   -  HASTINGS WEST (2017)
 LH1121
 LH1121                         *CURRENT SURVEY CONTROL
 LH1121  ______________________________________________________________________
 LH1121* NAD 83(1995) POSITION- 40 35 54.18720(N) 098 23 20.43655(W)   ADJUSTED
 LH1121  ______________________________________________________________________
 LH1121  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 LH1121  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 LH1121  HORZ ORDER      -  THIRD
 LH1121
 LH1121.The horizontal coordinates were established by classical geodetic methods
 LH1121.and adjusted by the National Geodetic Survey in August 1997.
 LH1121
 LH1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1121.GEOID18 height accuracy estimate available here.
 LH1121
 LH1121.Click photographs - Photos may exist for this station.
 LH1121
 LH1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1121
 LH1121. The following values were computed from the NAD 83(1995) position.
 LH1121
 LH1121;                    North         East     Units Scale Factor Converg.
 LH1121;SPC NE       -    86,213.461   636,322.818   MT  0.99978294   +1 04 03.4
 LH1121;SPC NE       -   282,852.00  2,087,669.11   sFT  0.99978294   +1 04 03.4
 LH1121;UTM  14      - 4,494,354.957   551,695.969   MT  0.99963289   +0 23 51.4
 LH1121
 LH1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5169594354(NAD 83)
 LH1121
 LH1121                          SUPERSEDED SURVEY CONTROL
 LH1121
 LH1121  NAD 83(1986)-  40 35 54.19450(N)    098 23 20.43543(W) AD(       ) 3
 LH1121  NAD 27      -  40 35 54.14000(N)    098 23 19.20700(W) AD(       ) 3
 LH1121  USSD        -  40 35 54.20000(N)    098 23 19.21000(W) AD(       ) 3
 LH1121
 LH1121.Superseded values are not recommended for survey control.
 LH1121
 LH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1121.See file dsdata.pdf to determine how the superseded data were derived.
 LH1121
 LH1121_MARKER: 52 = STANDPIPE TANK
 LH1121
 LH1121  HISTORY     - Date     Condition        Report By
 LH1121  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1121  HISTORY     - 1935     POOR             CGS
 LH1121
 LH1121                          STATION DESCRIPTION
 LH1121
 LH1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1121'THE STANDPIPE AT HASTINGS HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1131 ***********************************************************************
 LH1131  DESIGNATION -  HASTINGS TV STATION KHAS TOWER
 LH1131  PID         -  LH1131
 LH1131  STATE/COUNTY-  NE/ADAMS
 LH1131  COUNTRY     -  US
 LH1131  USGS QUAD   -  HASTINGS NW (2017)
 LH1131
 LH1131                         *CURRENT SURVEY CONTROL
 LH1131  ______________________________________________________________________
 LH1131* NAD 83(1995) POSITION- 40 38 56.73456(N) 098 23 01.85617(W)   ADJUSTED
 LH1131  ______________________________________________________________________
 LH1131  GEOID HEIGHT    -        -25.231 (meters)                     GEOID18
 LH1131  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 LH1131  HORZ ORDER      -  THIRD
 LH1131
 LH1131.The horizontal coordinates were established by classical geodetic methods
 LH1131.and adjusted by the National Geodetic Survey in August 1997.
 LH1131
 LH1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1131.GEOID18 height accuracy estimate available here.
 LH1131
 LH1131.Click photographs - Photos may exist for this station.
 LH1131
 LH1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1131
 LH1131. The following values were computed from the NAD 83(1995) position.
 LH1131
 LH1131;                    North         East     Units Scale Factor Converg.
 LH1131;SPC NE       -    91,850.276   636,654.284   MT  0.99976946   +1 04 15.7
 LH1131;SPC NE       -   301,345.45  2,088,756.60   sFT  0.99976946   +1 04 15.7
 LH1131;UTM  14      - 4,499,986.707   552,093.251   MT  0.99963340   +0 24 05.0
 LH1131
 LH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5209399986(NAD 83)
 LH1131
 LH1131                          SUPERSEDED SURVEY CONTROL
 LH1131
 LH1131  NAD 83(1986)-  40 38 56.74237(N)    098 23 01.85704(W) AD(       ) 3
 LH1131  NAD 27      -  40 38 56.69100(N)    098 23 00.63800(W) AD(       ) 3
 LH1131
 LH1131.Superseded values are not recommended for survey control.
 LH1131
 LH1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1131.See file dsdata.pdf to determine how the superseded data were derived.
 LH1131
 LH1131_MARKER: 43 = RADIO/TV TOWER
 LH1131
 LH1131  HISTORY     - Date     Condition        Report By
 LH1131  HISTORY     - 1959     FIRST OBSERVED   CGS
 LH1131  HISTORY     - 1961     GOOD             CGS
 LH1131  HISTORY     - 1964     GOOD             CGS
 LH1131  HISTORY     - 1976     GOOD             NGS
 LH1131
 LH1131                          STATION DESCRIPTION
 LH1131
 LH1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1131'STATION IS LOCATED 4 MILES NORTH OF THE CENTER OF HASTINGS ON U.S.
 LH1131'HIGHWAY 34.  IT IS STRUCTURAL STEEL MAST, PAINTED RED AND
 LH1131'WHITE WITH A RED LIGHT ON THE TOP.  IT IS 750 FEET HIGH.  THE
 LH1131'RED LIGHT ON TOP OF THE MAST WAS INTERSECTED.
 LH1131
 LH1131                          STATION RECOVERY (1961)
 LH1131
 LH1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LH1131'THE STATION IS LOCATED ABOUT 4.4 MILES NORTH AND 0.4 OF A MILE EAST
 LH1131'OF THE COURT HOUSE IN HASTINGS IN THE SOUTHEAST CORNER OF THE NE 1/4
 LH1131'OF SECTION 24, T8N R10W.
 LH1131'
 LH1131'TO REACH THE STATION FROM THE COURT HOUSE, PROCEED WEST FOR
 LH1131'APPROXIMATELY 0.2 OF A MILE TO THE INTERSECTION WITH HIGHWAY NO.
 LH1131'281, TURN RIGHT, (NORTH) AND PROCEED ALONG THE HIGHWAY FOR 4.6 MILES
 LH1131'TO THE TOWER ON THE LEFT.
 LH1131'
 LH1131'THE LIGHT ON THE TOP OF THE TOWER WAS USED FOR THE SIGHT.
 LH1131
 LH1131                          STATION RECOVERY (1964)
 LH1131
 LH1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1131'THE STATION WAS RECOVERED.
 LH1131
 LH1131                          STATION RECOVERY (1976)
 LH1131
 LH1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 LH1131'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 LH1131'
 LH1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 LH1131'HASTINGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1416 ***********************************************************************
 LF1416  DESIGNATION -  HAUPTMAN AZ MK 2
 LF1416  PID         -  LF1416
 LF1416  STATE/COUNTY-  NE/NEMAHA
 LF1416  COUNTRY     -  US
 LF1416  USGS QUAD   -  PAUL (2017)
 LF1416
 LF1416                         *CURRENT SURVEY CONTROL
 LF1416  ______________________________________________________________________
 LF1416* NAD 83(1995) POSITION- 40 31 23.27543(N) 095 55 53.98364(W)   NO CHECK
 LF1416* NAVD 88 ORTHO HEIGHT -   339.    (meters)     1112.    (feet) SCALED
 LF1416  ______________________________________________________________________
 LF1416  GEOID HEIGHT    -        -29.150 (meters)                     GEOID18
 LF1416  LAPLACE CORR    -         -7.34  (seconds)                    DEFLEC18
 LF1416  HORZ ORDER      -  THIRD
 LF1416
 LF1416.The horizontal coordinates were established by classical geodetic methods
 LF1416.and adjusted by the National Geodetic Survey in August 1997.
 LF1416
 LF1416.No horizontal observational check was made to the station.
 LF1416
 LF1416.The orthometric height was scaled from a topographic map.
 LF1416
 LF1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1416.GEOID18 height accuracy estimate available here.
 LF1416
 LF1416.Click photographs - Photos may exist for this station.
 LF1416
 LF1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1416
 LF1416. The following values were computed from the NAD 83(1995) position.
 LF1416
 LF1416;                    North         East     Units Scale Factor Converg.
 LF1416;SPC NE       -    84,696.541   844,550.792   MT  0.99980436   +2 41 45.9
 LF1416;SPC NE       -   277,875.23  2,770,830.39   sFT  0.99980436   +2 41 45.9
 LF1416;UTM  15      - 4,489,952.565   251,657.236   MT  1.00035922   -1 54 21.0
 LF1416;UTM  14      - 4,490,346.878   759,922.346   MT  1.00043169   +1 59 41.2
 LF1416
 LF1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1416!SPC NE       -   0.99995138  x   0.99980436  =   0.99975575
 LF1416!UTM  15      -   0.99995138  x   1.00035922  =   1.00031058
 LF1416!UTM  14      -   0.99995138  x   1.00043169  =   1.00038305
 LF1416
 LF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5165789952(NAD 83)
 LF1416
 LF1416                          SUPERSEDED SURVEY CONTROL
 LF1416
 LF1416  NAD 83(1986)-  40 31 23.28128(N)    095 55 53.97956(W) AD(       ) 3
 LF1416  NAD 27      -  40 31 23.28490(N)    095 55 52.96484(W) AD(       ) 3
 LF1416
 LF1416.Superseded values are not recommended for survey control.
 LF1416
 LF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1416.See file dsdata.pdf to determine how the superseded data were derived.
 LF1416
 LF1416_MARKER: DZ = AZIMUTH MARK DISK
 LF1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1416_STAMPING: HAUPTMAN 1934 1977
 LF1416_MARK LOGO: NGS
 LF1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1416+STABILITY: SURFACE MOTION
 LF1416
 LF1416  HISTORY     - Date     Condition        Report By
 LF1416  HISTORY     - 1977     MONUMENTED       NGS
 LF1416
 LF1416                          STATION DESCRIPTION
 LF1416
 LF1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1416'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF TALMAGE, 3.4 MI
 LF1416'(5.5 KM) WEST OF JULIAN AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF BROCK.
 LF1416'
 LF1416'IT SET IN THE TOP OF A 12 INCH (30 CM) ROUND CONCRETE POST THAT
 LF1416'PROJECTS 6 INCHES (15 CM) ABOVE THE GROUND SURFACE, 39 FT (11.9 M)
 LF1416'WEST OF THE CENTER OF A FIELD APPROACH, 33 FT (10.1 M) NORTH OF THE
 LF1416'CENTER OF THE GRAVELED ROAD, 4.5 FT (1.4 M) EAST OF A TELEPHONE POLE
 LF1416'AND 1.1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 LF1416'
 LF1416'TO REACH FROM THE STATION HAUPTMAN RESET, GO WEST ON THE GRAVELED ROAD
 LF1416'FOR 0.95 MI (1.53 KM) TO THE AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4134 ***********************************************************************
 AB4134  CBN         -  This is a Cooperative Base Network Control Station.
 AB4134  DESIGNATION -  HAUPTMAN RESET
 AB4134  PID         -  AB4134
 AB4134  STATE/COUNTY-  NE/NEMAHA
 AB4134  COUNTRY     -  US
 AB4134  USGS QUAD   -  PAUL (2017)
 AB4134
 AB4134                         *CURRENT SURVEY CONTROL
 AB4134  ______________________________________________________________________
 AB4134* NAD 83(2011) POSITION- 40 31 22.43649(N) 095 54 49.44265(W)   ADJUSTED
 AB4134* NAD 83(2011) ELLIP HT-   330.902 (meters)        (06/27/12)   ADJUSTED
 AB4134* NAD 83(2011) EPOCH   -  2010.00
 AB4134* NAVD 88 ORTHO HEIGHT -   360.1   (meters)     1181.    (feet) GPS OBS
 AB4134  ______________________________________________________________________
 AB4134  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4134  GEOID HEIGHT    -        -29.163 (meters)                     GEOID93
 AB4134  GEOID HEIGHT    -        -29.215 (meters)                     GEOID18
 AB4134  NAD 83(2011) X  -   -500,260.153 (meters)                     COMP
 AB4134  NAD 83(2011) Y  - -4,829,594.910 (meters)                     COMP
 AB4134  NAD 83(2011) Z  -  4,122,508.131 (meters)                     COMP
 AB4134  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 AB4134
 AB4134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4134  Standards:
 AB4134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4134  -------------------------------------------------------------------
 AB4134  NETWORK    0.46   1.23           0.22   0.13   0.63      0.01043301
 AB4134  -------------------------------------------------------------------
 AB4134  Click here for local accuracies and other accuracy information.
 AB4134
 AB4134.The horizontal coordinates were established by GPS observations
 AB4134.and adjusted by the National Geodetic Survey in June 2012.
 AB4134
 AB4134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4134.been affixed to the stable North American tectonic plate. See 
 AB4134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4134
 AB4134.The horizontal coordinates are valid at the epoch date displayed above
 AB4134.which is a decimal equivalence of Year/Month/Day.
 AB4134
 AB4134.The orthometric height was determined by GPS observations and a
 AB4134.high-resolution geoid model.
 AB4134
 AB4134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4134.GEOID18 height accuracy estimate available here.
 AB4134
 AB4134.Click photographs - Photos may exist for this station.
 AB4134
 AB4134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4134
 AB4134.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4134
 AB4134.The ellipsoidal height was determined by GPS observations
 AB4134.and is referenced to NAD 83.
 AB4134
 AB4134. The following values were computed from the NAD 83(2011) position.
 AB4134
 AB4134;                    North         East     Units Scale Factor Converg.
 AB4134;SPC NE       -    84,742.300   846,069.227   MT  0.99980443   +2 42 28.6
 AB4134;SPC NE       -   278,025.36  2,775,812.12   sFT  0.99980443   +2 42 28.6
 AB4134;UTM  15      - 4,489,876.305   253,175.282   MT  1.00034997   -1 53 39.0
 AB4134
 AB4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4134!SPC NE       -   0.99994809  x   0.99980443  =   0.99975253
 AB4134!UTM  15      -   0.99994809  x   1.00034997  =   1.00029805
 AB4134
 AB4134:                Primary Azimuth Mark                     Grid Az
 AB4134:SPC NE       -  HAUPTMAN AZ MK 2                         268 16 25.5
 AB4134:UTM  15      -  HAUPTMAN AZ MK 2                         272 52 33.1
 AB4134
 AB4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5317589876(NAD 83)
 AB4134
 AB4134|---------------------------------------------------------------------|
 AB4134| PID    Reference Object                     Distance      Geod. Az  |
 AB4134|                                                           dddmmss.s |
 AB4134| LF1415 HAUPTMAN RM 3                        18.029 METERS 00730     |
 AB4134| CL7057 HAUPTMAN RM 1                        55.497 METERS 03718     |
 AB4134| CL7059 HAUPTMAN RM 4                        21.098 METERS 08815     |
 AB4134| LF1367 PERU MUNICIPAL TANK                 APPROX.16.1 KM 1091616.2 |
 AB4134| LF1394 HICKORY GROVE LUTHERAN CHURCH       APPROX.16.3 KM 1855159.9 |
 AB4134| LF1393 JOHNSON MUNICIPAL TANK              APPROX.14.1 KM 2101245.6 |
 AB4134| LF1392 BROCK MUNICIPAL TANK                APPROX. 6.6 KM 2160553.6 |
 AB4134| CL7058 HAUPTMAN RM 2                        25.726 METERS 27007     |
 AB4134| LF1416 HAUPTMAN AZ MK 2                    APPROX. 1.5 KM 2705854.1 |
 AB4134| CL7056 HAUPTMAN AZ MK                                     2722708.0 |
 AB4134|---------------------------------------------------------------------|
 AB4134
 AB4134                          SUPERSEDED SURVEY CONTROL
 AB4134
 AB4134  NAD 83(2007)-  40 31 22.43655(N)    095 54 49.44328(W) AD(2002.00) 0
 AB4134  ELLIP H (02/10/07)  330.917  (m)                       GP(2002.00)    
 AB4134  ELLIP H (07/10/01)  330.852  (m)                       GP(       ) 4 1
 AB4134  NAD 83(1995)-  40 31 22.43647(N)    095 54 49.44270(W) AD(       ) B
 AB4134  ELLIP H (06/25/96)  331.004  (m)                       GP(       ) 1 1
 AB4134  NAD 83(1986)-  40 31 22.44233(N)    095 54 49.43864(W) AD(       ) 1
 AB4134
 AB4134.Superseded values are not recommended for survey control.
 AB4134
 AB4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4134.See file dsdata.pdf to determine how the superseded data were derived.
 AB4134
 AB4134_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4134_STAMPING: HAUPTMAN 1934 1993
 AB4134_MARK LOGO: NGS
 AB4134_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4134+STABILITY: SURFACE MOTION
 AB4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4134+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 AB4134
 AB4134  HISTORY     - Date     Condition        Report By
 AB4134  HISTORY     - 1993     MONUMENTED       NGS
 AB4134  HISTORY     - 20000601 GOOD             NEDR
 AB4134  HISTORY     - 20100308 GOOD             NEGS
 AB4134  HISTORY     - 20130619 GOOD             JEOCON
 AB4134
 AB4134                          STATION DESCRIPTION
 AB4134
 AB4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AB4134'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE ROAD
 AB4134'S64A, ABOUT 10.0 MI (16.1 KM) SOUTH FROM NEBRASKA CITY, GO WEST ON
 AB4134'ROAD S64A AND A GRAVELED COUNTY ROAD, PASSING THROUGH THE VILLAGE OF
 AB4134'JULIAN, FOR 2.85 MI (4.59 KM) TO THE CREST OF A RIDGE AND THE STATION
 AB4134'ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY OF THE COUNTY ROAD AND IN THE
 AB4134'NW1/4, SEC1, T6N, R13E.  THE DISK IS SET INTO THE TOP OF A ROUND
 AB4134'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE
 AB4134'GROUND.  IT IS 69.30 FT (21.12 M) WEST FROM REFERENCE MARK 4, 59.13 FT
 AB4134'(18.02 M) SOUTH-SOUTHWEST FROM REFERENCE MARK 3, 32.5 FT (9.9 M) SOUTH
 AB4134'FROM THE CENTERLINE OF THE ROAD, WHICH IS THE COUNTY LINE BETWEEN
 AB4134'NEMAHA AND OTOE COUNTIES, 18.0 FT (5.5 M) WEST FROM THE CENTERLINE OF
 AB4134'A FIELD ENTRANCE AND 2.1 FT (0.6 M) NORTH FROM A WITNESS POST.  THIS
 AB4134'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK OF THE OLD--HAUPTMAN
 AB4134'RESET--MARK, USING AN OPTICAL PLUMMETT.  THE CONCRETE OF THE OLD MARK
 AB4134'HAD DETERIORATED BADLY.
 AB4134
 AB4134                          STATION RECOVERY (2000)
 AB4134
 AB4134'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4134'RECOVERED AS DESCRIBED.
 AB4134
 AB4134                          STATION RECOVERY (2010)
 AB4134
 AB4134'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 AB4134'RECOVERED IN GOOD CONDITION.
 AB4134
 AB4134                          STATION RECOVERY (2013)
 AB4134
 AB4134'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 AB4134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1415 ***********************************************************************
 LF1415  DESIGNATION -  HAUPTMAN RM 3
 LF1415  PID         -  LF1415
 LF1415  STATE/COUNTY-  NE/NEMAHA
 LF1415  COUNTRY     -  US
 LF1415  USGS QUAD   -  PAUL (2017)
 LF1415
 LF1415                         *CURRENT SURVEY CONTROL
 LF1415  ______________________________________________________________________
 LF1415* NAD 83(1995) POSITION- 40 31 23.01596(N) 095 54 49.34270(W)   NO CHECK
 LF1415* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 LF1415  ______________________________________________________________________
 LF1415  GEOID HEIGHT    -        -29.215 (meters)                     GEOID18
 LF1415  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 LF1415
 LF1415.The horizontal coordinates were established by classical geodetic methods
 LF1415.and adjusted by the National Geodetic Survey in August 1997.
 LF1415
 LF1415.The horizontal coordinates are considered weak due to poor geometry
 LF1415.of the observations.
 LF1415
 LF1415.No horizontal observational check was made to the station.
 LF1415
 LF1415.The orthometric height was scaled from a topographic map.
 LF1415
 LF1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1415.GEOID18 height accuracy estimate available here.
 LF1415
 LF1415.Click photographs - Photos may exist for this station.
 LF1415
 LF1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1415
 LF1415. The following values were computed from the NAD 83(1995) position.
 LF1415
 LF1415;                    North         East     Units Scale Factor Converg.
 LF1415;SPC NE       -    84,760.262   846,070.733   MT  0.99980439   +2 42 28.7
 LF1415;SPC NE       -   278,084.29  2,775,817.06   sFT  0.99980439   +2 42 28.7
 LF1415;UTM  15      - 4,489,894.098   253,178.225   MT  1.00034995   -1 53 38.9
 LF1415
 LF1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1415!SPC NE       -   0.99994794  x   0.99980439  =   0.99975234
 LF1415!UTM  15      -   0.99994794  x   1.00034995  =   1.00029787
 LF1415
 LF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5317889894(NAD 83)
 LF1415
 LF1415                          SUPERSEDED SURVEY CONTROL
 LF1415
 LF1415  NAD 83(1986)-  40 31 23.02182(N)    095 54 49.33864(W) AD(       ) W
 LF1415  NAD 27      -  40 31 23.02449(N)    095 54 48.32599(W) AD(       ) W
 LF1415
 LF1415.Superseded values are not recommended for survey control.
 LF1415
 LF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1415.See file dsdata.pdf to determine how the superseded data were derived.
 LF1415
 LF1415_MARKER: DR = REFERENCE MARK DISK
 LF1415_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1415+WITH SETTING: INFORMATION.
 LF1415_STAMPING: HAUPTMAN 1934 NO 3 1977
 LF1415_MARK LOGO: NGS
 LF1415_PROJECTION: FLUSH
 LF1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1415
 LF1415  HISTORY     - Date     Condition        Report By
 LF1415  HISTORY     - 1977     MONUMENTED       NGS
 LF1415
 LF1415                          STATION DESCRIPTION
 LF1415
 LF1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1415'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH OF PAUL, 3.8 MI
 LF1415'(6.1 KM) NORTHEAST OF BROCK AND 2.4 MI (3.9 KM) WEST OF JULIAN.
 LF1415'
 LF1415'IT IS A 4-INCH (10 CM) CAST ALUMINUM REFERENCE MARK, 27 FT (8.2 M)
 LF1415'NORTH OF THE CENTER OF THE GRAVELED ROAD, 15 FT (4.6 M) EAST OF THE
 LF1415'CENTER OF A FIELD APPROACH AND 1 FT (0.3 M) WEST OF A METAL WITNESS
 LF1415'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1764 ***********************************************************************
 NM1764  DESIGNATION -  HAVEKOST
 NM1764  PID         -  NM1764
 NM1764  STATE/COUNTY-  NE/CEDAR
 NM1764  COUNTRY     -  US
 NM1764  USGS QUAD   -  BELDEN (2017)
 NM1764
 NM1764                         *CURRENT SURVEY CONTROL
 NM1764  ______________________________________________________________________
 NM1764* NAD 83(1995) POSITION- 42 28 35.11284(N) 097 12 39.62590(W)   ADJUSTED
 NM1764* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 NM1764  ______________________________________________________________________
 NM1764  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 NM1764  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 NM1764  HORZ ORDER      -  FIRST
 NM1764
 NM1764.The horizontal coordinates were established by classical geodetic methods
 NM1764.and adjusted by the National Geodetic Survey in August 1997.
 NM1764
 NM1764.The orthometric height was scaled from a topographic map.
 NM1764
 NM1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1764.GEOID18 height accuracy estimate available here.
 NM1764
 NM1764.Click photographs - Photos may exist for this station.
 NM1764
 NM1764.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1764
 NM1764. The following values were computed from the NAD 83(1995) position.
 NM1764
 NM1764;                    North         East     Units Scale Factor Converg.
 NM1764;SPC NE       -   297,162.133   729,253.449   MT  0.99980222   +1 50 53.7
 NM1764;SPC NE       -   974,939.43  2,392,559.02   sFT  0.99980222   +1 50 53.7
 NM1764;UTM  14      - 4,704,225.384   647,051.984   MT  0.99986606   +1 12 29.9
 NM1764
 NM1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1764!SPC NE       -   0.99992507  x   0.99980222  =   0.99972730
 NM1764!UTM  14      -   0.99992507  x   0.99986606  =   0.99979114
 NM1764
 NM1764:                Primary Azimuth Mark                     Grid Az
 NM1764:SPC NE       -  HAVEKOST AZ MK                           070 34 05.9
 NM1764:UTM  14      -  HAVEKOST AZ MK                           071 12 29.7
 NM1764
 NM1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4705104225(NAD 83)
 NM1764
 NM1764|---------------------------------------------------------------------|
 NM1764| PID    Reference Object                     Distance      Geod. Az  |
 NM1764|                                                           dddmmss.s |
 NM1764| NM1748 COLERIDGE MUNICIPAL TANK            APPROX. 3.2 KM 0025556.0 |
 NM1764| CO3655 HAVEKOST AZ MK                                     0722459.6 |
 NM1764|---------------------------------------------------------------------|
 NM1764
 NM1764                          SUPERSEDED SURVEY CONTROL
 NM1764
 NM1764  NAD 83(1986)-  42 28 35.11964(N)    097 12 39.61980(W) AD(       ) 1
 NM1764  NAD 27      -  42 28 35.11900(N)    097 12 38.42900(W) AD(       ) 1
 NM1764
 NM1764.Superseded values are not recommended for survey control.
 NM1764
 NM1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1764.See file dsdata.pdf to determine how the superseded data were derived.
 NM1764
 NM1764_MARKER: DS = TRIANGULATION STATION DISK
 NM1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1764_STAMPING: HAVEKOST 1935
 NM1764_MARK LOGO: CGS
 NM1764_PROJECTION: FLUSH
 NM1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1764+STABILITY: SURFACE MOTION
 NM1764
 NM1764  HISTORY     - Date     Condition        Report By
 NM1764  HISTORY     - 1935     MONUMENTED       CGS
 NM1764  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NM1764
 NM1764                          STATION DESCRIPTION
 NM1764
 NM1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1764'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 21, T. 29 N.,
 NM1764'R. 2 E, ABOUT 2 MILES SOUTH OF COLERIDGE, ON A RIDGE, THE
 NM1764'HIGHEST GROUND IN THE VICINITY.
 NM1764'
 NM1764'TO REACH FROM THE RAILROAD STATION IN COLERIDGE, GO WEST FOR
 NM1764'0.45 MILE, TURN LEFT (SOUTH), GO 2.1 MILES TO TOP OF RIDGE
 NM1764'AND ALSO STATION ON LEFT (EAST).  MARK IS 26 FEET EAST OF
 NM1764'CENTERLINE OF ROAD, 1 FOOT WEST OF FENCE, AND IS FLUSH WITH
 NM1764'GROUND.
 NM1764'
 NM1764'REFERENCE MARK NO. 1 IS NORTH OF STATION, 25 FEET EAST OF
 NM1764'CENTERLINE OF ROAD, 3 FEET WEST OF FENCE, AND PROJECTS 6
 NM1764'INCHES.  NOTE 11B.
 NM1764'
 NM1764'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 25 FEET WEST
 NM1764'OF CENTERLINE OF ROAD, 2 FEET EAST OF FENCE, AND PROJECTS 6
 NM1764'INCHES.  NOTE 11B.
 NM1764'
 NM1764'AZIMUTH MARK IS EAST BY NORTH OF STATION.  TO REACH, GO SOUTH
 NM1764'FOR 0.6 MILE, TURN LEFT (EAST), GO 1.0 MILE.  TURN LEFT (NORTH),
 NM1764'GO 1.0 MILE, TURN RIGHT (EAST) GO 0.2 MILE TO TOP OF RIDGE AND MARK
 NM1764'ON RIGHT (SOUTH).  MARK IS 24 FEET SOUTH OF CENTERLINE OF ROAD,
 NM1764'3 FEET NORTH OF FENCE, AND PROJECTS 4 INCHES.
 NM1764'
 NM1764'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NM1764
 NM1764                          STATION RECOVERY (1940)
 NM1764
 NM1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1764'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE DISCREPANCY IN
 NM1764'THE MEASUREMENT TO REFERENCE MARK NO. 2, LISTED BELOW.
 NM1764'
 NM1764'STATION* AND REFERENCE MARKS WILL BE DESTROYED IN THE NEAR
 NM1764'FUTURE BY HIGHWAY CONSTRUCTION SO IT WAS NOT OCCUPIED.  A NEW
 NM1764'STATION HAVEKOST 2 1940, WAS ESTABLISHED NEAR THE ORIGINAL
 NM1764'STATION.
 NM1764'
 NM1764'*MEMORANDUM WITH FIELD COMPUTATIONS--THE OLD STATION MARK WAS
 NM1764'REMOVED AFTER THE TIE WAS MADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1763 ***********************************************************************
 NM1763  DESIGNATION -  HAVEKOST 2
 NM1763  PID         -  NM1763
 NM1763  STATE/COUNTY-  NE/CEDAR
 NM1763  COUNTRY     -  US
 NM1763  USGS QUAD   -  BELDEN (2017)
 NM1763
 NM1763                         *CURRENT SURVEY CONTROL
 NM1763  ______________________________________________________________________
 NM1763* NAD 83(1995) POSITION- 42 28 35.06511(N) 097 12 39.33244(W)   ADJUSTED
 NM1763* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 NM1763  ______________________________________________________________________
 NM1763  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 NM1763  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 NM1763  HORZ ORDER      -  FIRST
 NM1763
 NM1763.The horizontal coordinates were established by classical geodetic methods
 NM1763.and adjusted by the National Geodetic Survey in August 1997.
 NM1763
 NM1763.The orthometric height was scaled from a topographic map.
 NM1763
 NM1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1763.GEOID18 height accuracy estimate available here.
 NM1763
 NM1763.Click photographs - Photos may exist for this station.
 NM1763
 NM1763.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1763
 NM1763. The following values were computed from the NAD 83(1995) position.
 NM1763
 NM1763;                    North         East     Units Scale Factor Converg.
 NM1763;SPC NE       -   297,160.877   729,260.194   MT  0.99980222   +1 50 53.9
 NM1763;SPC NE       -   974,935.31  2,392,581.15   sFT  0.99980222   +1 50 53.9
 NM1763;UTM  14      - 4,704,224.053   647,058.716   MT  0.99986608   +1 12 30.1
 NM1763
 NM1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1763!SPC NE       -   0.99992507  x   0.99980222  =   0.99972730
 NM1763!UTM  14      -   0.99992507  x   0.99986608  =   0.99979116
 NM1763
 NM1763:                Primary Azimuth Mark                     Grid Az
 NM1763:SPC NE       -  HAVEKOST 2 AZ MK                         070 28 14.7
 NM1763:UTM  14      -  HAVEKOST 2 AZ MK                         071 06 38.5
 NM1763
 NM1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4705804224(NAD 83)
 NM1763
 NM1763|---------------------------------------------------------------------|
 NM1763| PID    Reference Object                     Distance      Geod. Az  |
 NM1763|                                                           dddmmss.s |
 NM1763| NM1748 COLERIDGE MUNICIPAL TANK            APPROX. 3.2 KM 0024840.4 |
 NM1763| CO3656 HAVEKOST 2 AZ MK                                   0721908.6 |
 NM1763| NM1758 LAUREL STANDPIPE                    APPROX.11.5 KM 1193621.6 |
 NM1763| NM1762 BELDEN MUNICIPAL STANDPIPE          APPROX. 7.3 KM 1793845.2 |
 NM1763| CO3658 HAVEKOST 2 RM 4                                    25613     |
 NM1763| NM1764 HAVEKOST                              6.863 METERS 28224     |
 NM1763| CO3657 HAVEKOST 2 RM 3                      15.634 METERS 35708     |
 NM1763|---------------------------------------------------------------------|
 NM1763
 NM1763                          SUPERSEDED SURVEY CONTROL
 NM1763
 NM1763  NAD 83(1986)-  42 28 35.07190(N)    097 12 39.32628(W) AD(       ) 1
 NM1763  NAD 27      -  42 28 35.07100(N)    097 12 38.13600(W) AD(       ) 1
 NM1763
 NM1763.Superseded values are not recommended for survey control.
 NM1763
 NM1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1763.See file dsdata.pdf to determine how the superseded data were derived.
 NM1763
 NM1763_MARKER: DS = TRIANGULATION STATION DISK
 NM1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1763_STAMPING: HAVEKOST 2 1940
 NM1763_MARK LOGO: CGS
 NM1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1763+STABILITY: SURFACE MOTION
 NM1763
 NM1763  HISTORY     - Date     Condition        Report By
 NM1763  HISTORY     - 1940     MONUMENTED       CGS
 NM1763
 NM1763                          STATION DESCRIPTION
 NM1763
 NM1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1763'STATION HAVEKOST 2 (1940) IS ABOUT 2 MILES SOUTH OF COLERIDGE
 NM1763'ON A HIGH RIDGE, IN THE NORTHWEST QUARTER SEC. 21, T. 29 N., R. 2 E.
 NM1763'
 NM1763'TO REACH FROM BELDEN RAILROAD DEPOT, GO WEST ON U.S. HIGHWAY 20
 NM1763'FOR 0.3 MILE AND TURN RIGHT (NORTH) ONTO SIDE ROAD, GO 4.35
 NM1763'MILES TO TOP OF RIDGE AND STATION IN FIELD ON RIGHT SIDE OF ROAD.
 NM1763'
 NM1763'STATION MARK IS 50 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD,
 NM1763'21 FEET EAST OF RIGHT-OF-WAY FENCE ON THE WEST SIDE OF A CULTIVATED
 NM1763'FIELD, 3 FEET SOUTH OF WHITE REFERENCE POST, IS STAMPED
 NM1763'HAVEKOST 2 1940, AND PROJECTS 6 INCHES.  UNDERGROUND MARK
 NM1763'36 INCHES BELOW SURFACE.
 NM1763'
 NM1763'REFERENCE MARK NO. 3 IS 47 FEET EAST OF CENTERLINE OF ROAD,
 NM1763'18 FEET EAST OF NORTH-SOUTH FENCE, ABOUT LEVEL WITH STATION,
 NM1763'IS STAMPED HAVEKOST 2 1940 NO. 3, AND PROJECTS 6 INCHES.
 NM1763'
 NM1763'REFERENCE MARK NO. 4 IS ACROSS ROAD FROM STATION, ABOUT 18
 NM1763'INCHES HIGHER IN ELEVATION, 44 FEET WEST OF CENTERLINE OF ROAD,
 NM1763'IS STAMPED HAVEKOST 2 1940 NO. 4, AND PROJECTS 6 INCHES.
 NM1763'
 NM1763'AZIMUTH MARK IS 1.3 MILES EAST-NORTHEAST OF STATION, ON COUNTY
 NM1763'ROAD RIGHT-OF-WAY, EAST-WEST ROAD, AT TOP OF HILL, 24 FEET
 NM1763'SOUTH OF CENTERLINE OF ROAD, 3 FEET NORTH OF EAST-WEST RIGHT-OF-WAY
 NM1763'FENCE, IS A STANDARD REFERENCE-MARK DISK, STAMPED HAVEKOST AZI.
 NM1763'1935, AND PROJECTS 6 INCHES.  TO REACH FROM STATION, GO SOUTH
 NM1763'0.6 MILE AND TURN LEFT (EAST), GO 1.0 MILE AND TURN LEFT
 NM1763'(NORTH), GO 1.0 MILE AND TURN RIGHT (EAST), GO 0.2 MILE TO
 NM1763'AZIMUTH MARK ON SOUTH SIDE OF ROAD AT TOP OF RIDGE.
 NM1763'AZIMUTH MARK IS 3 FEET WEST OF WHITE REFERENCE POST.
 NM1763'
 NM1763'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1763'AS DESCRIBED.
 NM1763'
 NM1763'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0678 ***********************************************************************
 NP0678  DESIGNATION -  HAWK
 NP0678  PID         -  NP0678
 NP0678  STATE/COUNTY-  NE/DAWES
 NP0678  COUNTRY     -  US
 NP0678  USGS QUAD   -  SAND CANYON WEST (2017)
 NP0678
 NP0678                         *CURRENT SURVEY CONTROL
 NP0678  ______________________________________________________________________
 NP0678* NAD 83(1995) POSITION- 42 35 55.29144(N) 102 52 51.22099(W)   ADJUSTED
 NP0678* NAVD 88 ORTHO HEIGHT -  1291.56  (+/-2cm)     4237.4   (feet) VERTCON
 NP0678  ______________________________________________________________________
 NP0678  GEOID HEIGHT    -        -18.067 (meters)                     GEOID18
 NP0678  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 NP0678  HORZ ORDER      -  FIRST
 NP0678  VERT ORDER      -  THIRD ? (See Below)
 NP0678
 NP0678.The horizontal coordinates were established by classical geodetic methods
 NP0678.and adjusted by the National Geodetic Survey in August 1997.
 NP0678
 NP0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0678
 NP0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0678.GEOID18 height accuracy estimate available here.
 NP0678
 NP0678.The vertical order pertains to the NGVD 29 superseded value.
 NP0678
 NP0678.Click photographs - Photos may exist for this station.
 NP0678
 NP0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0678
 NP0678. The following values were computed from the NAD 83(1995) position.
 NP0678
 NP0678;                    North         East     Units Scale Factor Converg.
 NP0678;SPC NE       -   310,982.278   263,647.440   MT  0.99984082   -1 54 33.0
 NP0678;SPC NE       - 1,020,281.02    864,983.31   sFT  0.99984082   -1 54 33.0
 NP0678;UTM  13      - 4,718,428.366   673,847.991   MT  0.99997185   +1 26 04.9
 NP0678
 NP0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0678!SPC NE       -   0.99980032  x   0.99984082  =   0.99964117
 NP0678!UTM  13      -   0.99980032  x   0.99997185  =   0.99977217
 NP0678
 NP0678:                Primary Azimuth Mark                     Grid Az
 NP0678:SPC NE       -  BRICKNER                                 014 54 21.4
 NP0678:UTM  13      -  BRICKNER                                 011 33 43.5
 NP0678
 NP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7384718428(NAD 83)
 NP0678
 NP0678|---------------------------------------------------------------------|
 NP0678| PID    Reference Object                     Distance      Geod. Az  |
 NP0678|                                                           dddmmss.s |
 NP0678| NP0677 BRICKNER                            APPROX.13.6 KM 0125948.4 |
 NP0678| CQ3915 HAWK RM 1                            35.464 METERS 01944     |
 NP0678| NP0670 HAYSPRINGS CONG CHURCH STEEPLE      APPROX.18.3 KM 0575134.3 |
 NP0678| NP0672 HAYSPRINGS MUNICIPAL TANK           APPROX.18.6 KM 0575232.6 |
 NP0678| NP0673 HAYSPRINGS HS BLDG CHIMNEY          APPROX.18.7 KM 0580033.9 |
 NP0678| NP0671 HAYSPRINGS METH CHURCH STEEPLE      APPROX.18.4 KM 0581148.6 |
 NP0678| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.16.2 KM 0684214.1 |
 NP0678| CQ3916 HAWK RM 2                            50.816 METERS 15615     |
 NP0678| CQ3914 HAWK AZ MK                                         2620416.2 |
 NP0678|---------------------------------------------------------------------|
 NP0678
 NP0678                          SUPERSEDED SURVEY CONTROL
 NP0678
 NP0678  NAD 83(1993)-  42 35 55.29092(N)    102 52 51.22194(W) AD(       ) 1
 NP0678  NAD 83(1986)-  42 35 55.28454(N)    102 52 51.21454(W) AD(       ) 1
 NP0678  NAD 27      -  42 35 55.40000(N)    102 52 49.58500(W) AD(       ) 1
 NP0678  NGVD 29            1290.95   (m)         4235.4    (f) LEVELING    3  
 NP0678
 NP0678.Superseded values are not recommended for survey control.
 NP0678
 NP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0678.See file dsdata.pdf to determine how the superseded data were derived.
 NP0678
 NP0678_MARKER: DS = TRIANGULATION STATION DISK
 NP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0678_STAMPING: HAWK 1934
 NP0678_MARK LOGO: CGS
 NP0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0678+STABILITY: SURFACE MOTION
 NP0678
 NP0678  HISTORY     - Date     Condition        Report By
 NP0678  HISTORY     - 1934     MONUMENTED       CGS
 NP0678  HISTORY     - 1968     GOOD             CGS
 NP0678  HISTORY     - 1974     GOOD             LOCSUR
 NP0678
 NP0678                          STATION DESCRIPTION
 NP0678
 NP0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0678'THIS STATION IS ABOUT 18 MILES SE OF CHADRON ON THE HIGHEST
 NP0678'HILL IN THE VICINITY.  THERE IS A SMALL GROVE OF TREES ON THE S
 NP0678'SLOPE OF THIS HILL.  THERE IS A WHITE SCHOOL HOUSE 1/2 MILE E OF
 NP0678'THE STATION.
 NP0678'
 NP0678'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0678'DISKS SET IN CONCRETE.
 NP0678'
 NP0678'REFERENCE MARK NO. 1 IS NNE AND NO. 2 IS S OF THE STATION.
 NP0678'
 NP0678'AZIMUTH MARK IS ABOUT 0.8 MILE WSW OF THE STATION, 39 FEET N
 NP0678'OF THE CENTER OF THE ROAD, AND ABOUT 50 YARDS W OF A CURVE IN
 NP0678'THE ROAD.
 NP0678'
 NP0678'THE STATION IS REACHED FROM THE ENTRANCE TO THE CHADRON STATE
 NP0678'PARK BY GOING S ON STATE HIGHWAY 19, 4.2 MILES.  TURN E ON A
 NP0678'SECTION-LINE ROAD AND GO 1.0 MILE.  TURN S AND GO 2.0 MILES,
 NP0678'TURN E AND GO 1.0 MILE, TURN S AND GO 1.0 MILE.  THEN KEEPING
 NP0678'THE MAIN ROAD, GO E 1 MILE, S, 0.8 MILE, E 0.5 MILE, S 0.3 MILE,
 NP0678'E 0.5 MILE, A TOTAL OF 3.1 MILES.  CONTINUE E ON A TRAIL 0.6
 NP0678'MILE TO THE TOP OF THE HILL.  TURN N AND GO ABOUT 0.1 MILE TO
 NP0678'THE STATION.
 NP0678'
 NP0678'A 4-FOOT STAND WAS ERECTED.
 NP0678
 NP0678                          STATION RECOVERY (1968)
 NP0678
 NP0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0678'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NP0678'AS DESCRIBED.  AZIMUTH MARK DESTROYED.
 NP0678'
 NP0678'OLD DESCRIPTION IS ADEQUATE.
 NP0678'
 NP0678'STANDARD BRACED TRIPOD USED.
 NP0678
 NP0678                          STATION RECOVERY (1974)
 NP0678
 NP0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JL)
 NP0678'STATION RECOVERED BY CHADRON STATE COLLEGE
 NP0678'
 NP0678'HAWK 1934-EXCELLENT
 NP0678'
 NP0678'THE HAWK REFERENCE MARKERS ARE IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0491 ***********************************************************************
 MM0491  DESIGNATION -  HAWKINS
 MM0491  PID         -  MM0491
 MM0491  STATE/COUNTY-  NE/ARTHUR
 MM0491  COUNTRY     -  US
 MM0491  USGS QUAD   -  VELMA SW (2017)
 MM0491
 MM0491                         *CURRENT SURVEY CONTROL
 MM0491  ______________________________________________________________________
 MM0491* NAD 83(1995) POSITION- 41 32 48.73655(N) 101 53 08.72015(W)   ADJUSTED
 MM0491* NAVD 88 ORTHO HEIGHT -  1230.    (meters)     4035.    (feet) SCALED
 MM0491  ______________________________________________________________________
 MM0491  GEOID HEIGHT    -        -20.184 (meters)                     GEOID18
 MM0491  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 MM0491  HORZ ORDER      -  FIRST
 MM0491
 MM0491.The horizontal coordinates were established by classical geodetic methods
 MM0491.and adjusted by the National Geodetic Survey in August 1997.
 MM0491
 MM0491.The orthometric height was scaled from a topographic map.
 MM0491
 MM0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0491.GEOID18 height accuracy estimate available here.
 MM0491
 MM0491.Click photographs - Photos may exist for this station.
 MM0491
 MM0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0491
 MM0491. The following values were computed from the NAD 83(1995) position.
 MM0491
 MM0491;                    North         East     Units Scale Factor Converg.
 MM0491;SPC NE       -   191,961.215   342,726.361   MT  0.99965885   -1 14 58.9
 MM0491;SPC NE       -   629,792.75  1,124,428.07   sFT  0.99965885   -1 14 58.9
 MM0491;UTM  14      - 4,603,489.741   259,308.171   MT  1.00031299   -1 54 53.4
 MM0491
 MM0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0491!SPC NE       -   0.99981035  x   0.99965885  =   0.99946927
 MM0491!UTM  14      -   0.99981035  x   1.00031299  =   1.00012328
 MM0491
 MM0491:                Primary Azimuth Mark                     Grid Az
 MM0491:SPC NE       -  HAWKINS AZ MK                            003 53 07.7
 MM0491:UTM  14      -  HAWKINS AZ MK                            004 33 02.2
 MM0491
 MM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5930803489(NAD 83)
 MM0491
 MM0491|---------------------------------------------------------------------|
 MM0491| PID    Reference Object                     Distance      Geod. Az  |
 MM0491|                                                           dddmmss.s |
 MM0491| CP8191 HAWKINS AZ MK                                      0023808.8 |
 MM0491| CP8192 HAWKINS RM 1                         12.992 METERS 05057     |
 MM0491| CP8193 HAWKINS RM 2                         16.721 METERS 14129     |
 MM0491|---------------------------------------------------------------------|
 MM0491
 MM0491                          SUPERSEDED SURVEY CONTROL
 MM0491
 MM0491  NAD 83(1986)-  41 32 48.73674(N)    101 53 08.72449(W) AD(       ) 1
 MM0491  NAD 27      -  41 32 48.78800(N)    101 53 07.07200(W) AD(       ) 1
 MM0491
 MM0491.Superseded values are not recommended for survey control.
 MM0491
 MM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0491.See file dsdata.pdf to determine how the superseded data were derived.
 MM0491
 MM0491_MARKER: DS = TRIANGULATION STATION DISK
 MM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0491_STAMPING: HAWKINS 1946
 MM0491_MARK LOGO: CGS
 MM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0491+STABILITY: SURFACE MOTION
 MM0491
 MM0491  HISTORY     - Date     Condition        Report By
 MM0491  HISTORY     - 1946     MONUMENTED       CGS
 MM0491  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MM0491
 MM0491                          STATION DESCRIPTION
 MM0491
 MM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0491'THE STATION IS ABOUT 10 MILES WEST-SOUTHWEST OF ARTHUR AND ON
 MM0491'THE SUMMIT OF A HIGH PROMINENT SAND HILL AND IS IN THE WEST
 MM0491'HALF OF SECTION 12, T 18 N, R 40 W.  IT PROJECTS 7 INCHES
 MM0491'AND IS STAMPED HAWKINS 1946.
 MM0491'
 MM0491'REFERENCE MARK NO. 1 IS ABOUT 5 FEET BELOW STATION ELEVATION.
 MM0491'IT PROJECTS 5 INCHES AND IS STAMPED HAWKINS NO 1 1946.
 MM0491'
 MM0491'REFERENCE MARK NO. 2 IS ABOUT 10 FEET BELOW STATION ELEVATION.
 MM0491'IT PROJECTS 6 INCHES AND IS STAMPED HAWKINS NO 2 1946.
 MM0491'
 MM0491'AZIMUTH MARK IS 300 YARDS EAST OF A FENCE CORNER 3.5 FEET
 MM0491'WEST OF A 4 X 4 INCH WITNESS POST, AND 24 INCHES NORTH OF AN
 MM0491'EAST-WEST FENCE LINE.  IT IS A STANDARD U.S.C. AND G.S. DISK
 MM0491'BRAZED TO THE TOP OF A 3 INCH SOIL PIPE THAT PROJECTS 9 INCHES
 MM0491'AND IS STAMPED HAWKINS 1946.
 MM0491'
 MM0491'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO NORTH
 MM0491'ON THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET.  TURN LEFT,
 MM0491'WEST, AND FOLLOW MAIN ROAD UP HILL FOR 1.1 MILE TO A FORK
 MM0491'AFTER CROSSING A CATTLE GUARD.  KEEP LEFT FORK, MAIN ROAD,
 MM0491'AND GO 2.4 MILES TO A RANCH HOUSE ON THE LEFT.  CONTINUE ON
 MM0491'THE MAIN ROAD FOR 0.4 MILE TO A FORK.  TAKE LEFT FORK AND GO
 MM0491'0.55 MILE TO A RANCH HOUSE ON THE LEFT.  CONTINUE ON MAIN ROAD
 MM0491'FOR 1.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.85 MILE TO
 MM0491'A FORK.  TAKE LEFT FORK AND GO 0.05 MILE TO AN UNUSED CATTLE
 MM0491'GUARD.  CONTINUE FOR 1.7 MILES, FOLLOWING MAIN TRAVELED
 MM0491'ROAD, TO THE HOME OF MR. V.F. HAWKINS ON THE RIGHT.  GO
 MM0491'BETWEEN THE HOUSE AND THE AIRPLANE HANGER AND FOLLOW THE
 MM0491'MAIN ROAD DOWN THE VALLEY, SOUTH, FOR 1.0 MILE TO A CATTLE
 MM0491'GUARD.  PASS OVER CATTLE GUARD AND TURN RIGHT, WEST, AND
 MM0491'PASS OVER ANOTHER CATTLE GUARD AND CONTINUE FOR 0.2
 MM0491'MILE TO A RANCH HOUSE ON THE RIGHT.  CONTINUE, WEST, ON
 MM0491'THE MAIN TRACK ROAD, WHICH FOLLOWS ALONG THE SOUTH SIDE OF AN
 MM0491'EAST-WEST FENCE LINE MOST OF THE WAY, FOR 2.7 MILES TO A WIRE
 MM0491'GATE AND A WINDMILL ABOUT 100 YARDS TO THE RIGHT.  PASS
 MM0491'THROUGH GATE AND CONTINUE, WEST, ON TRACK ROAD FOR 0.55 MILE
 MM0491'TO THE TOP OF A SADDLE AND AT THE POINT WHERE A WINDMILL
 MM0491'BECOMES VISIBLE IN THE VALLEY TO THE WEST.  TURN LEFT,
 MM0491'SOUTH, LEAVING TRACK ROAD AND GO CROSS-COUNTRY FOR 0.35
 MM0491'MILE TO AN EAST-WEST FENCE LINE.* LET DOWN FENCE AND GO 0.2
 MM0491'MILE SOUTHWEST TO A NORTH-SOUTH FENCE LINE.  THEN DRIVE
 MM0491'SOUTHEAST FOR 0.35 MILE TO THE BASE OF HILL AND ETT..  FROM
 MM0491'HERE PACK SOUTH TO THE SUMMIT OF HILL AND THE STATION AS
 MM0491'DESCRIBED, ABOUT 75 YARDS FROM ETT.
 MM0491'
 MM0491'*AZIMUTH MARK IS IN FENCE LINE MENTIONED ABOVE AND AS DESCRIBED
 MM0491'IN BODY OF DESCRIPTION.
 MM0491
 MM0491                          STATION RECOVERY (1970)
 MM0491
 MM0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLH)
 MM0491'THE STATION MARK AND THE SUBSURFACE MARK WERE FOUND DESTROYED -
 MM0491'ERODED OUT BY THE WIND.  THEY ARE AT THE BOTTOM OF A SAND PIT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0674 ***********************************************************************
 NP0674  DESIGNATION -  HAY
 NP0674  PID         -  NP0674
 NP0674  STATE/COUNTY-  NE/SHERIDAN
 NP0674  COUNTRY     -  US
 NP0674  USGS QUAD   -  HAY SPRINGS (2017)
 NP0674
 NP0674                         *CURRENT SURVEY CONTROL
 NP0674  ______________________________________________________________________
 NP0674* NAD 83(1995) POSITION- 42 41 08.21649(N) 102 40 43.47503(W)   ADJUSTED
 NP0674* NAVD 88 ORTHO HEIGHT -  1190.2   (meters)     3905.    (feet) VERTCON
 NP0674  ______________________________________________________________________
 NP0674  GEOID HEIGHT    -        -18.018 (meters)                     GEOID18
 NP0674  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NP0674  HORZ ORDER      -  SECOND
 NP0674
 NP0674.The horizontal coordinates were established by classical geodetic methods
 NP0674.and adjusted by the National Geodetic Survey in August 1997.
 NP0674
 NP0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0674
 NP0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0674.GEOID18 height accuracy estimate available here.
 NP0674
 NP0674.Click photographs - Photos may exist for this station.
 NP0674
 NP0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0674
 NP0674. The following values were computed from the NAD 83(1995) position.
 NP0674
 NP0674;                    North         East     Units Scale Factor Converg.
 NP0674;SPC NE       -   320,098.987   280,525.812   MT  0.99987106   -1 46 30.7
 NP0674;SPC NE       - 1,050,191.43    920,358.43   sFT  0.99987106   -1 46 30.7
 NP0674;UTM  13      - 4,728,516.353   690,167.866   MT  1.00004494   +1 34 27.2
 NP0674
 NP0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0674!SPC NE       -   0.99981620  x   0.99987106  =   0.99968728
 NP0674!UTM  13      -   0.99981620  x   1.00004494  =   0.99986113
 NP0674
 NP0674:                Primary Azimuth Mark                     Grid Az
 NP0674:SPC NE       -  HAY SPRINGS TV STA KDUH TOWER            203 38 57.7
 NP0674:UTM  13      -  HAY SPRINGS TV STA KDUH TOWER            200 17 59.8
 NP0674
 NP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9016728516(NAD 83)
 NP0674
 NP0674|---------------------------------------------------------------------|
 NP0674| PID    Reference Object                     Distance      Geod. Az  |
 NP0674|                                                           dddmmss.s |
 NP0674| CQ3926 HAY RM 1                             17.852 METERS 08150     |
 NP0674| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX. 4.1 KM 2015227.0 |
 NP0674| CQ3927 HAY RM 2                             17.677 METERS 27941     |
 NP0674|---------------------------------------------------------------------|
 NP0674
 NP0674                          SUPERSEDED SURVEY CONTROL
 NP0674
 NP0674  NAD 83(1993)-  42 41 08.21465(N)    102 40 43.47643(W) AD(       ) 2
 NP0674  NAD 83(1986)-  42 41 08.20849(N)    102 40 43.47020(W) AD(       ) 2
 NP0674  NAD 27      -  42 41 08.29360(N)    102 40 41.82736(W) AD(       ) 2
 NP0674  NGVD 29 (07/19/86) 1189.7    (m)         3903.     (f) VERT ANG       
 NP0674
 NP0674.Superseded values are not recommended for survey control.
 NP0674
 NP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0674.See file dsdata.pdf to determine how the superseded data were derived.
 NP0674
 NP0674_MARKER: DD = SURVEY DISK
 NP0674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0674+WITH SETTING: INFORMATION.
 NP0674_STAMPING: HAY ET 1968
 NP0674_MARK LOGO: USGS
 NP0674_PROJECTION: FLUSH
 NP0674_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0674
 NP0674  HISTORY     - Date     Condition        Report By
 NP0674  HISTORY     - 1968     MONUMENTED       USGS
 NP0674
 NP0674                          STATION DESCRIPTION
 NP0674
 NP0674'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0674'THE STATION IS ABOUT 0.5 MI ENE. OF HAY SPRINGS, NEAR THE E.
 NP0674'SIXTEENTH COR. BETWEEN SECS. 2 AND 11, T. 31 N., R. 46 W.,
 NP0674'ON LAND OWNED BY VERNON TOOF.  47 FT S. CENTER OF E.-W. RD.
 NP0674'
 NP0674'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0674'HWY. 87 S., NEAR HAY SPRINGS GO E. ON U.S. HWY. 20 AND STATE
 NP0674'HWY. 87 0.5 MI TO CROSSROADS TURN LEFT (N.) AND GO 0.4 MI
 NP0674'TO CROSSROADS, TURN RIGHT (E.) AND GO 0.3 MI TO KNOLL AND
 NP0674'STATION ON RIGHT (S.)
 NP0674'
 NP0674'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0674'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0674'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HAY
 NP0674'1968, STATION IS 47 FT S. OF THE CENTER OF E.-W. RD. AND 14
 NP0674'FT S. OF E.-W. FENCE, 14 FT S. OF USGS WITNESS POST, THE
 NP0674'STATION IS FLUSH WITH THE GROUND.
 NP0674'
 NP0674'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0674'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0674'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS ENE.
 NP0674'OF THE STATION, 38 FT S. OF THE CENTER OF E.-W. RD. AND 5
 NP0674'FT S. OF E.-W. FENCE.  STAMPED HAY NO 1 1968, MARK IS FLUSH
 NP0674'WITH THE GROUND.
 NP0674'
 NP0674'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0674'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0674'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS WNW.
 NP0674'OF THE STATION, 37 FT S. OF THE CENTER OF E.-W. RD. AND 4
 NP0674'FT S. OF E.-W. FENCE, STAMPED HAY NO 2 1968 MARK IS FLUSH
 NP0674'WITH THE GROUND.
 NP0674'
 NP0674'AZIMUTH MARK, KDUH TV TOWER, NEAR THE CENTER OF THE SE.
 NP0674'QUARTER OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0674'
 NP0674'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0669 ***********************************************************************
 NP0669  DESIGNATION -  HAY SPRINGS TV STA KDUH TOWER
 NP0669  PID         -  NP0669
 NP0669  STATE/COUNTY-  NE/SHERIDAN
 NP0669  COUNTRY     -  US
 NP0669  USGS QUAD   -  HAY SPRINGS (2017)
 NP0669
 NP0669                         *CURRENT SURVEY CONTROL
 NP0669  ______________________________________________________________________
 NP0669* NAD 83(1995) POSITION- 42 39 04.86370(N) 102 41 50.56090(W)   ADJUSTED
 NP0669  ______________________________________________________________________
 NP0669  GEOID HEIGHT    -        -18.040 (meters)                     GEOID18
 NP0669  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 NP0669  HORZ ORDER      -  THIRD
 NP0669
 NP0669.The horizontal coordinates were established by classical geodetic methods
 NP0669.and adjusted by the National Geodetic Survey in August 1997.
 NP0669
 NP0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0669.GEOID18 height accuracy estimate available here.
 NP0669
 NP0669.Click photographs - Photos may exist for this station.
 NP0669
 NP0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0669
 NP0669. The following values were computed from the NAD 83(1995) position.
 NP0669
 NP0669;                    North         East     Units Scale Factor Converg.
 NP0669;SPC NE       -   316,342.488   278,880.793   MT  0.99985886   -1 47 15.2
 NP0669;SPC NE       - 1,037,866.98    914,961.40   sFT  0.99985886   -1 47 15.2
 NP0669;UTM  13      - 4,724,669.497   688,744.836   MT  1.00003831   +1 33 38.0
 NP0669
 NP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8874424669(NAD 83)
 NP0669
 NP0669                          SUPERSEDED SURVEY CONTROL
 NP0669
 NP0669  NAD 83(1993)-  42 39 04.86257(N)    102 41 50.56226(W) AD(       ) 3
 NP0669  NAD 83(1986)-  42 39 04.85601(N)    102 41 50.55531(W) AD(       ) 3
 NP0669  NAD 27      -  42 39 04.95284(N)    102 41 48.90062(W) AD(       ) 3
 NP0669
 NP0669.Superseded values are not recommended for survey control.
 NP0669
 NP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0669.See file dsdata.pdf to determine how the superseded data were derived.
 NP0669
 NP0669_MARKER: 43 = RADIO/TV TOWER
 NP0669
 NP0669  HISTORY     - Date     Condition        Report By
 NP0669  HISTORY     - 1968     FIRST OBSERVED   USGS
 NP0669
 NP0669                          STATION DESCRIPTION
 NP0669
 NP0669'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0669'TOWER IS LOCATED ABOUT 2.5 MI S. OF HAY SPRINGS, NEAR CENTER
 NP0669'OF SE. QUARTER OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0670 ***********************************************************************
 NP0670  DESIGNATION -  HAYSPRINGS CONG CHURCH STEEPLE
 NP0670  PID         -  NP0670
 NP0670  STATE/COUNTY-  NE/SHERIDAN
 NP0670  COUNTRY     -  US
 NP0670  USGS QUAD   -  HAY SPRINGS (2017)
 NP0670
 NP0670                         *CURRENT SURVEY CONTROL
 NP0670  ______________________________________________________________________
 NP0670* NAD 83(1995) POSITION- 42 41 10.98804(N) 102 41 28.92098(W)   ADJUSTED
 NP0670  ______________________________________________________________________
 NP0670  GEOID HEIGHT    -        -18.014 (meters)                     GEOID18
 NP0670  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 NP0670  HORZ ORDER      -  THIRD
 NP0670
 NP0670.The horizontal coordinates were established by classical geodetic methods
 NP0670.and adjusted by the National Geodetic Survey in August 1997.
 NP0670
 NP0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0670.GEOID18 height accuracy estimate available here.
 NP0670
 NP0670.Click photographs - Photos may exist for this station.
 NP0670
 NP0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0670
 NP0670. The following values were computed from the NAD 83(1995) position.
 NP0670
 NP0670;                    North         East     Units Scale Factor Converg.
 NP0670;SPC NE       -   320,216.578   279,494.510   MT  0.99987134   -1 47 00.8
 NP0670;SPC NE       - 1,050,577.22    916,974.90   sFT  0.99987134   -1 47 00.8
 NP0670;UTM  13      - 4,728,573.501   689,131.278   MT  1.00004010   +1 33 56.5
 NP0670
 NP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8913128573(NAD 83)
 NP0670
 NP0670                          SUPERSEDED SURVEY CONTROL
 NP0670
 NP0670  NAD 83(1993)-  42 41 10.98681(N)    102 41 28.92341(W) AD(       ) 3
 NP0670  NAD 83(1986)-  42 41 10.97864(N)    102 41 28.91298(W) AD(       ) 3
 NP0670  NAD 27      -  42 41 11.08000(N)    102 41 27.33000(W) AD(       ) 3
 NP0670
 NP0670.Superseded values are not recommended for survey control.
 NP0670
 NP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0670.See file dsdata.pdf to determine how the superseded data were derived.
 NP0670
 NP0670
 NP0670  HISTORY     - Date     Condition        Report By
 NP0670  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0670
 NP0670                          STATION DESCRIPTION
 NP0670
 NP0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0670'THIS IS A RECTANGULAR FRAME BUILDING ABOUT 40 BY 60 FEET,
 NP0670'PAINTED WHITE, WITH AN UNPAINTED SHINGLE ROOF.
 NP0670'
 NP0670'IT HAS A STEEPLE ON ITS FRONT, SURMOUNTED BY A WEATHER VANE,
 NP0670'AND IS SITUATED ON THE NE CORNER OF INTERSECTION OF U.S.
 NP0670'HIGHWAY 20, AND MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0673 ***********************************************************************
 NP0673  DESIGNATION -  HAYSPRINGS HS BLDG CHIMNEY
 NP0673  PID         -  NP0673
 NP0673  STATE/COUNTY-  NE/SHERIDAN
 NP0673  COUNTRY     -  US
 NP0673  USGS QUAD   -  HAY SPRINGS (2017)
 NP0673
 NP0673                         *CURRENT SURVEY CONTROL
 NP0673  ______________________________________________________________________
 NP0673* NAD 83(1995) POSITION- 42 41 15.19298(N) 102 41 15.75641(W)   ADJUSTED
 NP0673  ______________________________________________________________________
 NP0673  GEOID HEIGHT    -        -18.013 (meters)                     GEOID18
 NP0673  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 NP0673  HORZ ORDER      -  THIRD
 NP0673
 NP0673.The horizontal coordinates were established by classical geodetic methods
 NP0673.and adjusted by the National Geodetic Survey in August 1997.
 NP0673
 NP0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0673.GEOID18 height accuracy estimate available here.
 NP0673
 NP0673.Click photographs - Photos may exist for this station.
 NP0673
 NP0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0673
 NP0673. The following values were computed from the NAD 83(1995) position.
 NP0673
 NP0673;                    North         East     Units Scale Factor Converg.
 NP0673;SPC NE       -   320,336.932   279,798.052   MT  0.99987176   -1 46 52.1
 NP0673;SPC NE       - 1,050,972.08    917,970.78   sFT  0.99987176   -1 46 52.1
 NP0673;UTM  13      - 4,728,711.407   689,427.320   MT  1.00004148   +1 34 05.5
 NP0673
 NP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8942728711(NAD 83)
 NP0673
 NP0673                          SUPERSEDED SURVEY CONTROL
 NP0673
 NP0673  NAD 83(1993)-  42 41 15.19174(N)    102 41 15.75888(W) AD(       ) 3
 NP0673  NAD 83(1986)-  42 41 15.18357(N)    102 41 15.74834(W) AD(       ) 3
 NP0673  NAD 27      -  42 41 15.29000(N)    102 41 14.17000(W) AD(       ) 3
 NP0673
 NP0673.Superseded values are not recommended for survey control.
 NP0673
 NP0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0673.See file dsdata.pdf to determine how the superseded data were derived.
 NP0673
 NP0673_MARKER: 85 = CHIMNEY
 NP0673
 NP0673  HISTORY     - Date     Condition        Report By
 NP0673  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0673
 NP0673                          STATION DESCRIPTION
 NP0673
 NP0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0673'THIS IS A THREE-STORY BROWN BRICK BUILDING, APPROXIMATELY 80
 NP0673'FEET SQUARE.  IT HAS A FLAT ROOF AND ONE CHIMNEY IN THE NE
 NP0673'CORNER OF BUILDING.
 NP0673'
 NP0673'IT IS SITUATED ON A HILL AT THE N END OF BAKER STREET, ONE
 NP0673'BLOCK N OF U.S. HIGHWAY 20.  DIRECTLY N OF IT IS ANOTHER RED
 NP0673'BRICK SCHOOL BUILDING WITH A CUPOLA ON ITS FRONT.  THIS BUILDING
 NP0673'IS ABOUT 50 FEET SQUARE AND IS THREE STORIES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0671 ***********************************************************************
 NP0671  DESIGNATION -  HAYSPRINGS METH CHURCH STEEPLE
 NP0671  PID         -  NP0671
 NP0671  STATE/COUNTY-  NE/SHERIDAN
 NP0671  COUNTRY     -  US
 NP0671  USGS QUAD   -  HAY SPRINGS (2017)
 NP0671
 NP0671                         *CURRENT SURVEY CONTROL
 NP0671  ______________________________________________________________________
 NP0671* NAD 83(1995) POSITION- 42 41 08.56336(N) 102 41 25.21350(W)   ADJUSTED
 NP0671  ______________________________________________________________________
 NP0671  GEOID HEIGHT    -        -18.015 (meters)                     GEOID18
 NP0671  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 NP0671  HORZ ORDER      -  THIRD
 NP0671
 NP0671.The horizontal coordinates were established by classical geodetic methods
 NP0671.and adjusted by the National Geodetic Survey in August 1997.
 NP0671
 NP0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0671.GEOID18 height accuracy estimate available here.
 NP0671
 NP0671.Click photographs - Photos may exist for this station.
 NP0671
 NP0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0671
 NP0671. The following values were computed from the NAD 83(1995) position.
 NP0671
 NP0671;                    North         East     Units Scale Factor Converg.
 NP0671;SPC NE       -   320,139.179   279,576.532   MT  0.99987110   -1 46 58.4
 NP0671;SPC NE       - 1,050,323.29    917,244.01   sFT  0.99987110   -1 46 58.4
 NP0671;UTM  13      - 4,728,501.013   689,217.696   MT  1.00004050   +1 33 58.9
 NP0671
 NP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8921728501(NAD 83)
 NP0671
 NP0671                          SUPERSEDED SURVEY CONTROL
 NP0671
 NP0671  NAD 83(1993)-  42 41 08.56214(N)    102 41 25.21595(W) AD(       ) 3
 NP0671  NAD 83(1986)-  42 41 08.55395(N)    102 41 25.20551(W) AD(       ) 3
 NP0671  NAD 27      -  42 41 08.66000(N)    102 41 23.62000(W) AD(       ) 3
 NP0671
 NP0671.Superseded values are not recommended for survey control.
 NP0671
 NP0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0671.See file dsdata.pdf to determine how the superseded data were derived.
 NP0671
 NP0671
 NP0671  HISTORY     - Date     Condition        Report By
 NP0671  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0671
 NP0671                          STATION DESCRIPTION
 NP0671
 NP0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0671'THIS IS A RECTANGULAR FRAME BUILDING ABOUT 30 BY 60 FEET,
 NP0671'AND IS PAINTED GRAY, AND HAS A SHINGLED UNPAINTED ROOF, AND
 NP0671'A SLIM STEEPLE ON ITS FRONT.  ON THE STEEPLE IS A WEATHER VANE
 NP0671'WHICH RESEMBLES A CROSS.
 NP0671'
 NP0671'IT IS LOCATED ON THE W SIDE OF BAKER STREET, ABOUT 200 FEET
 NP0671'S OF INTERSECTION OF U.S. HIGHWAY 20 AND BAKER STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0672 ***********************************************************************
 NP0672  DESIGNATION -  HAYSPRINGS MUNICIPAL TANK
 NP0672  PID         -  NP0672
 NP0672  STATE/COUNTY-  NE/SHERIDAN
 NP0672  COUNTRY     -  US
 NP0672  USGS QUAD   -  HAY SPRINGS (2017)
 NP0672
 NP0672                         *CURRENT SURVEY CONTROL
 NP0672  ______________________________________________________________________
 NP0672* NAD 83(1995) POSITION- 42 41 15.34126(N) 102 41 19.04600(W)   ADJUSTED
 NP0672  ______________________________________________________________________
 NP0672  GEOID HEIGHT    -        -18.013 (meters)                     GEOID18
 NP0672  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 NP0672  HORZ ORDER      -  THIRD
 NP0672
 NP0672.The horizontal coordinates were established by classical geodetic methods
 NP0672.and adjusted by the National Geodetic Survey in August 1997.
 NP0672
 NP0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0672.GEOID18 height accuracy estimate available here.
 NP0672
 NP0672.Click photographs - Photos may exist for this station.
 NP0672
 NP0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0672
 NP0672. The following values were computed from the NAD 83(1995) position.
 NP0672
 NP0672;                    North         East     Units Scale Factor Converg.
 NP0672;SPC NE       -   320,343.833   279,723.354   MT  0.99987178   -1 46 54.3
 NP0672;SPC NE       - 1,050,994.73    917,725.70   sFT  0.99987178   -1 46 54.3
 NP0672;UTM  13      - 4,728,713.932   689,352.333   MT  1.00004113   +1 34 03.3
 NP0672
 NP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8935228713(NAD 83)
 NP0672
 NP0672                          SUPERSEDED SURVEY CONTROL
 NP0672
 NP0672  NAD 83(1993)-  42 41 15.34002(N)    102 41 19.04846(W) AD(       ) 3
 NP0672  NAD 83(1986)-  42 41 15.33186(N)    102 41 19.03794(W) AD(       ) 3
 NP0672  NAD 27      -  42 41 15.44000(N)    102 41 17.46000(W) AD(       ) 3
 NP0672
 NP0672.Superseded values are not recommended for survey control.
 NP0672
 NP0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0672.See file dsdata.pdf to determine how the superseded data were derived.
 NP0672
 NP0672_MARKER: 53 = ELEVATED TANK
 NP0672
 NP0672  HISTORY     - Date     Condition        Report By
 NP0672  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0672
 NP0672                          STATION DESCRIPTION
 NP0672
 NP0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0672'THIS IS A BLACK STEEL TANK, SUPPORTED BY A STEEL GIRDER TOWER
 NP0672'ALSO PAINTED BLACK.  ITS OVER-ALL HEIGHT IS APPROXIMATELY 75
 NP0672'FEET, AND ITS CAPACITY IS 30,000 GALLONS.  IT HAS A CONICAL TOP
 NP0672'AND BOTTOM AND A STAND PIPE RUNS FROM IT TO THE GROUND.
 NP0672'
 NP0672'THIS TANK IS LOCATED ON A HILL AT THE N END OF BAKER STREET
 NP0672'AND 300 FEET W OF THE HIGH SCHOOL BUILDING.
 NP0672'
 NP0672'THE FINIAL OF THIS TANK IS THE POINT CUT IN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0826 ***********************************************************************
 NN0826  FBN         -  This is a Federal Base Network Control Station.
 NN0826  PACS        -  This is a Primary Airport Control Station.
 NN0826  DESIGNATION -  HAYSTACK
 NN0826  PID         -  NN0826
 NN0826  STATE/COUNTY-  NE/ROCK
 NN0826  COUNTRY     -  US
 NN0826  USGS QUAD   -  BASSETT (2017)
 NN0826
 NN0826                         *CURRENT SURVEY CONTROL
 NN0826  ______________________________________________________________________
 NN0826* NAD 83(2011) POSITION- 42 34 26.28662(N) 099 34 22.06242(W)   ADJUSTED
 NN0826* NAD 83(2011) ELLIP HT-   691.199 (meters)        (06/27/12)   ADJUSTED
 NN0826* NAD 83(2011) EPOCH   -  2010.00
 NN0826* NAVD 88 ORTHO HEIGHT -   714.39  (meters)     2343.8   (feet) GPS OBS
 NN0826  ______________________________________________________________________
 NN0826  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NN0826  GEOID HEIGHT    -        -22.811 (meters)                     GEOID93
 NN0826  GEOID HEIGHT    -        -23.179 (meters)                     GEOID18
 NN0826  NAD 83(2011) X  -   -782,379.361 (meters)                     COMP
 NN0826  NAD 83(2011) Y  - -4,639,099.248 (meters)                     COMP
 NN0826  NAD 83(2011) Z  -  4,293,236.754 (meters)                     COMP
 NN0826  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 NN0826
 NN0826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0826  Standards:
 NN0826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0826  -------------------------------------------------------------------
 NN0826  NETWORK    0.48   1.12           0.22   0.16   0.57     -0.05411523
 NN0826  -------------------------------------------------------------------
 NN0826  Click here for local accuracies and other accuracy information.
 NN0826
 NN0826.This mark is at Rock County Airport (RBE)
 NN0826
 NN0826.The horizontal coordinates were established by GPS observations
 NN0826.and adjusted by the National Geodetic Survey in June 2012.
 NN0826
 NN0826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0826.been affixed to the stable North American tectonic plate. See 
 NN0826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0826
 NN0826.The horizontal coordinates are valid at the epoch date displayed above
 NN0826.which is a decimal equivalence of Year/Month/Day.
 NN0826
 NN0826.The orthometric height was determined by GPS observations and a
 NN0826.high-resolution geoid model.
 NN0826
 NN0826.GPS derived orthometric heights for airport stations designated as
 NN0826.PACS or SACS are published to 2 decimal places.  This maintains
 NN0826.centimeter relative accuracy between the PACS and SACS.  It does
 NN0826.not indicate centimeter accuracy relative to other marks which are
 NN0826.part of the published vertical control network.
 NN0826
 NN0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0826.GEOID18 height accuracy estimate available here.
 NN0826
 NN0826.Click photographs - Photos may exist for this station.
 NN0826
 NN0826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0826
 NN0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0826
 NN0826.The ellipsoidal height was determined by GPS observations
 NN0826.and is referenced to NAD 83.
 NN0826
 NN0826. The following values were computed from the NAD 83(2011) position.
 NN0826
 NN0826;                    North         East     Units Scale Factor Converg.
 NN0826;SPC NE       -   304,384.825   535,068.387   MT  0.99983264   +0 16 59.2
 NN0826;SPC NE       -   998,635.88  1,755,470.20   sFT  0.99983264   +0 16 59.2
 NN0826;UTM  14      - 4,713,665.465   452,991.085   MT  0.99962719   -0 23 15.1
 NN0826
 NN0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0826!SPC NE       -   0.99989161  x   0.99983264  =   0.99972427
 NN0826!UTM  14      -   0.99989161  x   0.99962719  =   0.99951884
 NN0826
 NN0826:                Primary Azimuth Mark                     Grid Az
 NN0826:SPC NE       -  HAYSTACK AZ MK                           140 44 20.8
 NN0826:UTM  14      -  HAYSTACK AZ MK                           141 24 35.1
 NN0826
 NN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5299113665(NAD 83)
 NN0826
 NN0826|---------------------------------------------------------------------|
 NN0826| PID    Reference Object                     Distance      Geod. Az  |
 NN0826|                                                           dddmmss.s |
 NN0826| NN0827 HAYSTACK AZ MK                      APPROX. 0.8 KM 1410120.0 |
 NN0826|---------------------------------------------------------------------|
 NN0826
 NN0826                          SUPERSEDED SURVEY CONTROL
 NN0826
 NN0826  NAD 83(2007)-  42 34 26.28657(N)    099 34 22.06321(W) AD(2002.00) 0
 NN0826  ELLIP H (02/10/07)  691.229  (m)                       GP(2002.00)    
 NN0826  ELLIP H (07/10/01)  691.208  (m)                       GP(       ) 4 1
 NN0826  NAD 83(1995)-  42 34 26.28630(N)    099 34 22.06313(W) AD(       ) B
 NN0826  ELLIP H (06/25/96)  691.261  (m)                       GP(       ) 1 1
 NN0826  NAD 83(1986)-  42 34 26.29212(N)    099 34 22.07758(W) AD(       ) 1
 NN0826  NGVD 29 (02/23/90)  714.10   (m)  RAPSU86  model used  GPS OBS        
 NN0826
 NN0826.Superseded values are not recommended for survey control.
 NN0826
 NN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0826.See file dsdata.pdf to determine how the superseded data were derived.
 NN0826
 NN0826_MARKER: F = FLANGE-ENCASED ROD
 NN0826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0826_STAMPING: HAYSTACK 1989
 NN0826_MARK LOGO: NGS
 NN0826_PROJECTION: FLUSH
 NN0826_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0826+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2021
 NN0826_ROD/PIPE-DEPTH: 19.5 meters
 NN0826_SLEEVE-DEPTH  : 1.0 meters
 NN0826
 NN0826  HISTORY     - Date     Condition        Report By
 NN0826  HISTORY     - 1989     MONUMENTED       NGS
 NN0826  HISTORY     - 19890615 GOOD             NGS
 NN0826  HISTORY     - 19950704 GOOD             NGS
 NN0826  HISTORY     - 19980721 GOOD             NEDR
 NN0826  HISTORY     - 20000510 GOOD             NGS
 NN0826  HISTORY     - 20070821 GOOD             NEDR
 NN0826  HISTORY     - 20100809 GOOD             JEOCON
 NN0826  HISTORY     - 20160215 GOOD             NEGS
 NN0826  HISTORY     - 20161011 GOOD             NEGS
 NN0826  HISTORY     - 20180207 GOOD             NEGS
 NN0826  HISTORY     - 20210706 GOOD             NEGS
 NN0826
 NN0826                          STATION DESCRIPTION
 NN0826
 NN0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0826'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF BASSETT, 24 KM
 NN0826'(14.90 MI) EAST OF AINSWORTH, AT THE BASSETT/ROCK COUNTY AIRPORT, AT
 NN0826'THE JUNCTION OF A TAXIWAY AND CONCRETE RUNWAY 13-31.  OWNERSHIP--ROCK
 NN0826'COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT, NEBRASKA 68714.  AIRPORT
 NN0826'MANAGER IS BILL AUSTIN, TELEPHONE 402-684-3445 OR 684-3967.
 NN0826'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH
 NN0826'AND STATE HIGHWAY 7 NORTH, GO WESTERLY ON US HIGHWAY 20 FOR 3.0 KM
 NN0826'(1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 NN0826'SOUTH-SOUTHWEST ON A GRAVEL ROAD TO A GATE AT A BRICK HANGAR.  PASS
 NN0826'THROUGH THE GATE AND CONTINUE AHEAD TO A CONCRETE TAXIWAY.  TURN RIGHT
 NN0826'AND GO ALONG THE TAXIWAY TO THE JUNCTION WITH CONCRETE RUNWAY 13-31
 NN0826'AND THE STATION ON THE LEFT.
 NN0826'THE STATION IS SET 20.7 M (67.9 FT) NORTHEAST OF THE CONCRETE RUNWAY
 NN0826'CENTERLINE, 16.2 M (53.1 FT) SOUTHEAST OF THE TAXIWAY CENTERLINE, 5.6
 NN0826'M (18.4 FT) NORTH-NORTHWEST OF TAXIWAY LIGHT 50 AND 4.9 M (16.1 FT)
 NN0826'SOUTH OF TAXIWAY LIGHT 49.
 NN0826'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0826'DESCRIBED BY R.D.BALL.
 NN0826
 NN0826                          STATION RECOVERY (1989)
 NN0826
 NN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0826'THE STATION IS LOCATED AT THE ROCK COUNTY AIRPORT NEAR RUNWAY END 13.
 NN0826'IT IS 384 FT (117.0 M) SOUTHEAST OF RUNWAY END 13, 53.1 FT (16.2 M)
 NN0826'SOUTHEAST OF THE CENTERLINE OF THE SECOND TAXIWAY FROM THE RUNWAY END,
 NN0826'30.4 FT (9.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY AND 26.6
 NN0826'FT (8.1 M) EAST OF THE EAST EDGE OF THE INSIDE OF THE CURVE OF THE
 NN0826'PAVEMENT FROM THE RUNWAY TO THE TAXIWAY.  THE STATION IS A NGS
 NN0826'STAINLESS-STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM IS
 NN0826'INSCRIBED HAYSTACK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 NN0826'HORIZONTAL (NOT VERTICAL) STABILITY.
 NN0826
 NN0826                          STATION RECOVERY (1995)
 NN0826
 NN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0826'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) EAST OF AINSWORTH, 1.8
 NN0826'MI (2.9 KM) WEST OF BASSET, AT THE BASSETT/ROCK COUNTY AIRPORT AND AT
 NN0826'THE JUNCTION OF A TAXIWAY AND RUNWAY 13/31.  OWNERSHIP--ROCK COUNTY
 NN0826'AIRPORT AUTHORITY, BOX 10, BASSETT NE 68714.  AIRPORT MANAGER IS BILL
 NN0826'AUSTIN, PHONE (402) 684-3445 OR 684-3363.  TO REACH THE STATION FROM
 NN0826'THE JUNCTION OF U.S. HIGHWAYS 20, 183 SOUTH AND STATE HIGHWAY 7 NORTH
 NN0826'IN BASSETT, GO WESTERLY ON U.S. HIGHWAY 20/183 FOR 1.85 MI (2.98 KM)
 NN0826'TO A ROAD LEFT, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE GRAVEL AIRPORT
 NN0826'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT A BRICK HANGAR, PASS
 NN0826'THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.1 MI
 NN0826'(0.2 KM) TO THE RUNWAY AHEAD AND THE STATION ON THE LEFT. THE STATION
 NN0826'IS 67.9 FT (20.7 M) NORTHEAST OF THE RUNWAY CENTER, 53.1 FT (16.2 M)
 NN0826'SOUTHEAST OF THE TAXIWAY CENTER, 29.3 FT (8.9 M) SOUTH-SOUTHEAST OF A
 NN0826'TAXIWAY LIGHT (48), 18.0 FT (5.5 M) NORTH OF A TAXIWAY LIGHT (50) AND
 NN0826'16.1 FT (4.9 M) EAST OF A TAXIWAY LIGHT (49). NOTE--THIS STATION WAS
 NN0826'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NN0826
 NN0826                          STATION RECOVERY (1998)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0826'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1995.  LOCATED AT THE
 NN0826'BASSETT/ROCK COUNTY AIRPORT, AT THE JUNCTION OF A TAXIWAY AND RUNWAY
 NN0826'13/31.  OWNERSHIP-ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT, NE
 NN0826'68714.  TELEPHONE 402.684.3445 OR 3363.  TO REACH FROM THE JUNCTION OF
 NN0826'U.S.  HIGHWAYS 20 AND 183 SOUTH AND STATE HIGHWAY 7 NORTH, IN BASSETT,
 NN0826'GO WESTERLY ON HIGHWAY 20/183 FOR 1.85 MI (2.98 KM) TO THE AIRPORT
 NN0826'ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.1 MI
 NN0826'(0.2 KM) TO A GATE AT A BRICK HANGER.  PASS THROUGH THE GATE, TURN
 NN0826'RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 NN0826'RUNWAY STRAIGHT AHEAD AND THE MARK ON THE LEFT.  STATION IS A
 NN0826'STAINLESS STEEL ROD, OF RECORD DEPTH, THAT IS ENCASED WITHIN A LOGO
 NN0826'CAP.  IT IS 67.9 FT (20.7 M) NORTHEAST OF THE CENTERLINE OF THE
 NN0826'RUNWAY, 53.1 FT (16.2 M) SOUTHEAST OF THE TAXIWAY CENTERLINE, 29.3 FT
 NN0826'(8.9 M) SOUTH-SOUTHEAST OF TAXIWAY LIGHT 48, 18.0 FT (5.5 M) NORTH OF
 NN0826'TAXIWAY LIGHT 50 AND 16.1 FT (4.9 M) EAST OF TAXIWAY LIGHT 49.
 NN0826
 NN0826                          STATION RECOVERY (2000)
 NN0826
 NN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NN0826'RECOVERED AS DESCRIBED.
 NN0826
 NN0826                          STATION RECOVERY (2007)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 NN0826'RECOVERED IN GOOD CONDITION.
 NN0826
 NN0826                          STATION RECOVERY (2010)
 NN0826
 NN0826'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0826'RECOVERED IN GOOD CONDITION.
 NN0826
 NN0826                          STATION RECOVERY (2016)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NN0826'FOUND IN GOOD CONDITION
 NN0826
 NN0826                          STATION RECOVERY (2016)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 NN0826'RECOVERED IN GOOD CONDITION
 NN0826
 NN0826                          STATION RECOVERY (2018)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 NN0826'RECOVERED IN GOOD CONDITION.
 NN0826
 NN0826                          STATION RECOVERY (2021)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0826'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 183
 NN0826'IN BASSETT, NE., GO WEST APPROXIMATELY 1.75 MI (2.82 KM) TO THE
 NN0826'ENTRANCE OF THE BASSETT, ROCK COUNTY AIRPORT.  TURN LEFT ONTO THE
 NN0826'DRIVE AND GO SOUTH-SOUTHWEST 0.14 MI (0.23 KM) THROUGH A GATE TO THE
 NN0826'RAMP.  THEN GO SOUTHWEST APPROXIMATELY 0.10 MI (0.16 KM) TO THE MARK
 NN0826'IN THE SOUTHEAST CORNER OF THE T INTERSECTION OF THE TAXIWAY AND THE
 NN0826'RUNWAY.
 NN0826'
 NN0826'THE MARK IS 67.9 FT (20.7 M) NE OF THE CENTERLINE OF THE RUNWAY, 53.1
 NN0826'FT (16.2 M) SE OF THE CENTERLINE OF THE TAXIWAY, 29.3 FT (8.9 M)
 NN0826'SOUTH-SOUTHEAST OF TAXIWAY LIGHT 48, 18.0 FT (5.5 M) NORTH OF TAXIWAY
 NN0826'LIGHT 50 AND 16.1 FT (4.9 M) EAST OF TAXIWAY LIGHT 49.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0827 ***********************************************************************
 NN0827  SACS        -  This is a Secondary Airport Control Station.
 NN0827  DESIGNATION -  HAYSTACK AZ MK
 NN0827  PID         -  NN0827
 NN0827  STATE/COUNTY-  NE/ROCK
 NN0827  COUNTRY     -  US
 NN0827  USGS QUAD   -  BASSETT (2017)
 NN0827
 NN0827                         *CURRENT SURVEY CONTROL
 NN0827  ______________________________________________________________________
 NN0827* NAD 83(2011) POSITION- 42 34 07.36193(N) 099 34 01.34650(W)   ADJUSTED
 NN0827* NAD 83(2011) ELLIP HT-   691.951 (meters)        (06/27/12)   ADJUSTED
 NN0827* NAD 83(2011) EPOCH   -  2010.00
 NN0827* NAVD 88 ORTHO HEIGHT -   715.14  (meters)     2346.3   (feet) GPS OBS
 NN0827  ______________________________________________________________________
 NN0827  NAVD 88 orthometric height was determined with an earlier geoid model
 NN0827  GEOID HEIGHT    -        -23.176 (meters)                     GEOID18
 NN0827  NAD 83(2011) X  -   -781,979.192 (meters)                     COMP
 NN0827  NAD 83(2011) Y  - -4,639,567.946 (meters)                     COMP
 NN0827  NAD 83(2011) Z  -  4,292,807.171 (meters)                     COMP
 NN0827  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 NN0827
 NN0827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0827  Standards:
 NN0827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0827  -------------------------------------------------------------------
 NN0827  NETWORK    0.61   1.12           0.29   0.19   0.57     -0.06871128
 NN0827  -------------------------------------------------------------------
 NN0827  Click here for local accuracies and other accuracy information.
 NN0827
 NN0827.This mark is at Rock County Airport (RBE)
 NN0827
 NN0827.The horizontal coordinates were established by GPS observations
 NN0827.and adjusted by the National Geodetic Survey in June 2012.
 NN0827
 NN0827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0827.been affixed to the stable North American tectonic plate. See 
 NN0827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0827
 NN0827.The horizontal coordinates are valid at the epoch date displayed above
 NN0827.which is a decimal equivalence of Year/Month/Day.
 NN0827
 NN0827.The orthometric height was determined by GPS observations and a
 NN0827.high-resolution geoid model.
 NN0827
 NN0827.GPS derived orthometric heights for airport stations designated as
 NN0827.PACS or SACS are published to 2 decimal places.  This maintains
 NN0827.centimeter relative accuracy between the PACS and SACS.  It does
 NN0827.not indicate centimeter accuracy relative to other marks which are
 NN0827.part of the published vertical control network.
 NN0827
 NN0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0827.GEOID18 height accuracy estimate available here.
 NN0827
 NN0827.Click photographs - Photos may exist for this station.
 NN0827
 NN0827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0827
 NN0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0827
 NN0827.The ellipsoidal height was determined by GPS observations
 NN0827.and is referenced to NAD 83.
 NN0827
 NN0827. The following values were computed from the NAD 83(2011) position.
 NN0827
 NN0827;                    North         East     Units Scale Factor Converg.
 NN0827;SPC NE       -   303,803.326   535,543.676   MT  0.99983093   +0 17 12.9
 NN0827;SPC NE       -   996,728.08  1,757,029.54   sFT  0.99983093   +0 17 12.9
 NN0827;UTM  14      - 4,713,078.563   453,459.440   MT  0.99962665   -0 23 00.9
 NN0827
 NN0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0827!SPC NE       -   0.99989149  x   0.99983093  =   0.99972244
 NN0827!UTM  14      -   0.99989149  x   0.99962665  =   0.99951818
 NN0827
 NN0827:                Primary Azimuth Mark                     Grid Az
 NN0827:SPC NE       -  HAYSTACK                                 320 44 21.1
 NN0827:UTM  14      -  HAYSTACK                                 321 24 34.9
 NN0827
 NN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5345913078(NAD 83)
 NN0827
 NN0827|---------------------------------------------------------------------|
 NN0827| PID    Reference Object                     Distance      Geod. Az  |
 NN0827|                                                           dddmmss.s |
 NN0827| NN0826 HAYSTACK                            APPROX. 0.8 KM 3210134.0 |
 NN0827|---------------------------------------------------------------------|
 NN0827
 NN0827                          SUPERSEDED SURVEY CONTROL
 NN0827
 NN0827  NAD 83(2007)-  42 34 07.36188(N)    099 34 01.34729(W) AD(2002.00) 0
 NN0827  ELLIP H (02/10/07)  691.980  (m)                       GP(2002.00)    
 NN0827  ELLIP H (01/07/02)  691.960  (m)                       GP(       ) 4 2
 NN0827  NAD 83(1995)-  42 34 07.36161(N)    099 34 01.34721(W) AD(       ) 1
 NN0827  ELLIP H (09/18/97)  692.013  (m)                       GP(       ) 4 2
 NN0827  NAD 83(1995)-  42 34 07.36134(N)    099 34 01.34897(W) AD(       ) 3
 NN0827  ELLIP H (08/18/97)  692.012  (m)                       GP(       ) 4 1
 NN0827  NAD 83(1986)-  42 34 07.36741(N)    099 34 01.36195(W) AD(       ) 3
 NN0827  NGVD 29 (02/23/90)  714.85   (m)  RAPSU86  model used  GPS OBS        
 NN0827
 NN0827.Superseded values are not recommended for survey control.
 NN0827
 NN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0827.See file dsdata.pdf to determine how the superseded data were derived.
 NN0827
 NN0827_MARKER: I = METAL ROD
 NN0827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0827_STAMPING: HAYSTACK AZ MK 1989
 NN0827_MARK LOGO: NGS
 NN0827_PROJECTION: FLUSH
 NN0827_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0827+SATELLITE: SATELLITE OBSERVATIONS - July 04, 1995
 NN0827_ROD/PIPE-DEPTH: 18.0 meters
 NN0827_SLEEVE-DEPTH  : 1.0 meters
 NN0827
 NN0827  HISTORY     - Date     Condition        Report By
 NN0827  HISTORY     - 1989     MONUMENTED       NGS
 NN0827  HISTORY     - 19890615 GOOD             NGS
 NN0827  HISTORY     - 19950704 GOOD             NGS
 NN0827
 NN0827                          STATION DESCRIPTION
 NN0827
 NN0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0827'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF BASSETT, 24 KM
 NN0827'(14.90 MI) EAST OF AINSWORTH, AT THE BASSETT/ROCK COUNTY AIRPORT.
 NN0827'OWNERSHIP--ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT, NEBRASKA
 NN0827'68714.  AIRPORT MANAGER IS BILL AUSTIN, TELEPHONE 402-684-3445 OR
 NN0827'684-3967.
 NN0827'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH
 NN0827'AND STATE HIGHWAY 7 NORTH, GO WESTERLY ON US HIGHWAY 20 FOR 3.0 KM
 NN0827'(1.85 MI) TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO
 NN0827'SOUTH-SOUTHWEST ON A GRAVEL ROAD TO A GATE AT A BRICK HANGAR.  PASS
 NN0827'THROUGH THE GATE AND CONTINUE AHEAD TO A CONCRETE TAXIWAY.  TURN RIGHT
 NN0827'AND GO ALONG THE TAXIWAY TO THE JUNCTION WITH CONCRETE RUNWAY 13-31.
 NN0827'TURN LEFT AND GO SOUTHEAST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR
 NN0827'0.75 KM (0.45 MI) TO THE STATION ON THE LEFT.
 NN0827'THE STATION IS SET 30.7 M (100.7 FT) SOUTHEAST OF RUNWAY LIGHT 64,
 NN0827'29.3 M (96.1 FT) NORTHWEST OF RUNWAY LIGHT 65, 17.7 M (58.1 FT)
 NN0827'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE, 0.4 M (1.3 FT)
 NN0827'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 NN0827'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0827'DESCRIBED BY R.D.BALL.
 NN0827
 NN0827                          STATION RECOVERY (1989)
 NN0827
 NN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0827'THE STATION IS LOCATED AT THE ROCK COUNTY AIRPORT ALONG THE NORTHEAST
 NN0827'SIDE OF THE RUNWAY 13/31.  IT IS 100.6 FT (30.7 M) SOUTHEAST OF RUNWAY
 NN0827'LIGHT 64 WHICH IS THE TENTH RUNWAY LIGHT NORTHWEST OF RUNWAY END 31 ON
 NN0827'THE NORTHEAST SIDE OF THE RUNWAY, 96.2 FT (29.3 M) NORTHWEST OF RUNWAY
 NN0827'LIGHT 65 WHICH IS THE NINTH RUNWAY LIGHT FROM RUNWAY END 31 AND 20.7
 NN0827'FT (6.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY.  THE STATION
 NN0827'IS A NGS STAINLESS-STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM
 NN0827'IS INSCRIBED HAYSTACK AZ MK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD
 NN0827'FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 NN0827
 NN0827                          STATION RECOVERY (1995)
 NN0827
 NN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0827'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) EAST OF AINSWORTH, 1.8
 NN0827'MI (2.9 KM) WEST OF BASSET AND AT THE BASSETT/ROCK COUNTY AIRPORT.
 NN0827'OWNERSHIP--ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT NE 68714.
 NN0827'AIRPORT MANAGER IS BILL AUSTIN, PHONE (402) 684-3445 OR 684-3363.  TO
 NN0827'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH AND
 NN0827'STATE HIGHWAY 7 NORTH IN BASSETT, GO WESTERLY ON US HIGHWAY 20/183 FOR
 NN0827'1.85 MI (2.98 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTH SOUTHWEST ON
 NN0827'THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT A
 NN0827'BRICK HANGAR, PASS THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE
 NN0827'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST
 NN0827'ON THE RUNWAY FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.  THE
 NN0827'STATION IS 100.7 FT (30.7 M) SOUTHEAST OF RUNWAY LIGHT (64), 96.1 FT
 NN0827'(29.3 M) NORTH-NORTHWEST OF A RUNWAY LIGHT (65), 58.1 FT (17.7 M)
 NN0827'NORTHEAST OF THE RUNWAY CENTER AND 1.3 FT (0.4 M) SOUTHWEST OF A
 NN0827'WITNESS POST.  THIS STATION TO BE USED AS SACS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0620 ***********************************************************************
 NP0620  DESIGNATION -  HAZEL
 NP0620  PID         -  NP0620
 NP0620  STATE/COUNTY-  NE/CHERRY
 NP0620  COUNTRY     -  US
 NP0620  USGS QUAD   -  LOWE VALLEY (2017)
 NP0620
 NP0620                         *CURRENT SURVEY CONTROL
 NP0620  ______________________________________________________________________
 NP0620* NAD 83(1995) POSITION- 42 08 42.33122(N) 102 00 54.58212(W)   ADJUSTED
 NP0620* NAVD 88 ORTHO HEIGHT -  1283.    (meters)     4209.    (feet) SCALED
 NP0620  ______________________________________________________________________
 NP0620  GEOID HEIGHT    -        -18.835 (meters)                     GEOID18
 NP0620  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 NP0620  HORZ ORDER      -  FIRST
 NP0620
 NP0620.The horizontal coordinates were established by classical geodetic methods
 NP0620.and adjusted by the National Geodetic Survey in August 1997.
 NP0620
 NP0620.The orthometric height was scaled from a topographic map.
 NP0620
 NP0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0620.GEOID18 height accuracy estimate available here.
 NP0620
 NP0620.Click photographs - Photos may exist for this station.
 NP0620
 NP0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0620
 NP0620. The following values were computed from the NAD 83(1995) position.
 NP0620
 NP0620;                    North         East     Units Scale Factor Converg.
 NP0620;SPC NE       -   258,609.986   333,483.718   MT  0.99972078   -1 20 07.6
 NP0620;SPC NE       -   848,456.26  1,094,104.50   sFT  0.99972078   -1 20 07.6
 NP0620;UTM  13      - 4,670,198.828   746,646.146   MT  1.00034860   +2 00 13.9
 NP0620;UTM  14      - 4,670,286.953   250,847.909   MT  1.00036389   -2 01 27.3
 NP0620
 NP0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0620!SPC NE       -   0.99980185  x   0.99972078  =   0.99952268
 NP0620!UTM  13      -   0.99980185  x   1.00034860  =   1.00015038
 NP0620!UTM  14      -   0.99980185  x   1.00036389  =   1.00016566
 NP0620
 NP0620:                Primary Azimuth Mark                     Grid Az
 NP0620:SPC NE       -  HAZEL AZ MK                              320 49 19.8
 NP0620:UTM  13      -  HAZEL AZ MK                              317 28 58.3
 NP0620:UTM  14      -  HAZEL AZ MK                              321 30 39.5
 NP0620
 NP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4664670198(NAD 83)
 NP0620
 NP0620|---------------------------------------------------------------------|
 NP0620| PID    Reference Object                     Distance      Geod. Az  |
 NP0620|                                                           dddmmss.s |
 NP0620| CQ3940 HAZEL RM 1                            7.769 METERS 04106     |
 NP0620| CQ3941 HAZEL RM 2                            9.678 METERS 13801     |
 NP0620| CQ3939 HAZEL AZ MK                                        3192912.2 |
 NP0620|---------------------------------------------------------------------|
 NP0620
 NP0620                          SUPERSEDED SURVEY CONTROL
 NP0620
 NP0620  NAD 83(1986)-  42 08 42.32832(N)    102 00 54.58452(W) AD(       ) 1
 NP0620  NAD 27      -  42 08 42.39400(N)    102 00 52.92600(W) AD(       ) 1
 NP0620
 NP0620.Superseded values are not recommended for survey control.
 NP0620
 NP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0620.See file dsdata.pdf to determine how the superseded data were derived.
 NP0620
 NP0620_MARKER: DS = TRIANGULATION STATION DISK
 NP0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0620_STAMPING: HAZEL 1946
 NP0620_MARK LOGO: CGS
 NP0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0620+STABILITY: SURFACE MOTION
 NP0620
 NP0620  HISTORY     - Date     Condition        Report By
 NP0620  HISTORY     - 1946     MONUMENTED       CGS
 NP0620
 NP0620                          STATION DESCRIPTION
 NP0620
 NP0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0620'LOCATED 9.0 MILES NORTH-NORTHEAST OF BINGHAM AND ABOUT 0.7
 NP0620'MILE SOUTH OF AN EAST-WEST WIRE FENCE NEAR THE EASTERN EDGE
 NP0620'OF A PROMINENT EAST-WEST SAND RIDGE.  IT IS STAMPED HAZEL 1946
 NP0620'AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0620'IT IS STAMPED HAZEL NO 1 1946 AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE SAND
 NP0620'RIDGE AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 NP0620'HAZEL NO 2 1946 AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF A TRACK
 NP0620'ROAD AND 3 FEET EAST OF A WHITE REFERENCE POST IN AN EAST-WEST
 NP0620'FENCE LINE.  IT IS STAMPED HAZEL 1946 AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'TO REACH THE STATION FROM THE SCHOOL HOUSE IN BINGHAM, GO
 NP0620'NORTH ON A TRACK ROAD FOR 1.6 MILES TO A FORK.  THEN RIGHT
 NP0620'FORK FOR 1.9 MILES TO A FORK.  THEN LEFT FORK FOR 1.45 MILES
 NP0620'TO A FORK.  THEN RIGHT FORK FOR 1.6 MILES TO A FORK.  THEN RIGHT
 NP0620'FORK FOR 0.4 MILE.  THEN RIGHT FORK FOR 0.1 MILE.  THEN RIGHT
 NP0620'FORK FOR 0.9 MILE TO A FORK.  THEN RIGHT FORK FOR 0.3 MILE TO
 NP0620'A FORK.  THEN RIGHT FORK FOR 0.35 MILE TO A WIRE GATE.  THROUGH
 NP0620'THE GATE FOR 2.75 MILES TO A RANCH HOUSE.  PASS THROUGH A
 NP0620'WIRE GATE, TURN SHARP RIGHT, SOUTH, THROUGH ANOTHER GATE THEN
 NP0620'LEFT, EAST, THEN NORTH FOR 0.2 MILE TO A FENCE CORNER.  THEN
 NP0620'RIGHT, EAST, FOR 0.3 TO A GATE.  THROUGH GATE FOR 0.5 MILE
 NP0620'TO A FORK.  THEN RIGHT FORK FOR 0.25 MILE TO THE AZIMUTH
 NP0620'MARK ON THE LEFT.  CONTINUE EAST FOR 0.2 MILE, THEN LEAVE
 NP0620'TRACK ROAD.  TURN RIGHT, SOUTHERLY, FOR 0.7 MILE TO THE
 NP0620'TOP OF THE SAND RIDGE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4160 ***********************************************************************
 AB4160  SACS        -  This is a Secondary Airport Control Station.
 AB4160  DESIGNATION -  HDE A
 AB4160  PID         -  AB4160
 AB4160  STATE/COUNTY-  NE/PHELPS
 AB4160  COUNTRY     -  US
 AB4160  USGS QUAD   -  HOLDREGE EAST (2017)
 AB4160
 AB4160                         *CURRENT SURVEY CONTROL
 AB4160  ______________________________________________________________________
 AB4160* NAD 83(2011) POSITION- 40 27 27.15483(N) 099 20 13.98887(W)   ADJUSTED
 AB4160* NAD 83(2011) ELLIP HT-   678.168 (meters)        (06/27/12)   ADJUSTED
 AB4160* NAD 83(2011) EPOCH   -  2010.00
 AB4160* NAVD 88 ORTHO HEIGHT -   703.06  (meters)     2306.6   (feet) GPS OBS
 AB4160  ______________________________________________________________________
 AB4160  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4160  GEOID HEIGHT    -        -24.839 (meters)                     GEOID96
 AB4160  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 AB4160  NAD 83(2011) X  -   -788,576.734 (meters)                     COMP
 AB4160  NAD 83(2011) Y  - -4,796,013.775 (meters)                     COMP
 AB4160  NAD 83(2011) Z  -  4,117,213.807 (meters)                     COMP
 AB4160  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 AB4160
 AB4160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4160  Standards:
 AB4160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4160  -------------------------------------------------------------------
 AB4160  NETWORK    0.62   1.33           0.29   0.20   0.68     -0.12257281
 AB4160  -------------------------------------------------------------------
 AB4160  Click here for local accuracies and other accuracy information.
 AB4160
 AB4160.This mark is at Brewster Field Airport (HDE)
 AB4160
 AB4160.The horizontal coordinates were established by GPS observations
 AB4160.and adjusted by the National Geodetic Survey in June 2012.
 AB4160
 AB4160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4160.been affixed to the stable North American tectonic plate. See 
 AB4160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4160
 AB4160.The horizontal coordinates are valid at the epoch date displayed above
 AB4160.which is a decimal equivalence of Year/Month/Day.
 AB4160
 AB4160.The orthometric height was determined by GPS observations and a
 AB4160.high-resolution geoid model.
 AB4160
 AB4160.GPS derived orthometric heights for airport stations designated as
 AB4160.PACS or SACS are published to 2 decimal places.  This maintains
 AB4160.centimeter relative accuracy between the PACS and SACS.  It does
 AB4160.not indicate centimeter accuracy relative to other marks which are
 AB4160.part of the published vertical control network.
 AB4160
 AB4160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4160.GEOID18 height accuracy estimate available here.
 AB4160
 AB4160.Click photographs - Photos may exist for this station.
 AB4160
 AB4160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4160
 AB4160.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4160
 AB4160.The ellipsoidal height was determined by GPS observations
 AB4160.and is referenced to NAD 83.
 AB4160
 AB4160. The following values were computed from the NAD 83(2011) position.
 AB4160
 AB4160;                    North         East     Units Scale Factor Converg.
 AB4160;SPC NE       -    69,522.077   556,207.434   MT  0.99982442   +0 26 21.2
 AB4160;SPC NE       -   228,090.35  1,824,823.89   sFT  0.99982442   +0 26 21.2
 AB4160;UTM  14      - 4,478,596.627   471,408.090   MT  0.99961006   -0 13 07.7
 AB4160
 AB4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4160!SPC NE       -   0.99989363  x   0.99982442  =   0.99971807
 AB4160!UTM  14      -   0.99989363  x   0.99961006  =   0.99950373
 AB4160
 AB4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7140878596(NAD 83)
 AB4160
 AB4160                          SUPERSEDED SURVEY CONTROL
 AB4160
 AB4160  NAD 83(2007)-  40 27 27.15477(N)    099 20 13.98951(W) AD(2002.00) 0
 AB4160  ELLIP H (02/10/07)  678.192  (m)                       GP(2002.00)    
 AB4160  ELLIP H (01/11/02)  678.174  (m)                       GP(       ) 4 2
 AB4160  NAD 83(1995)-  40 27 27.15453(N)    099 20 13.98897(W) AD(       ) 1
 AB4160  ELLIP H (09/18/97)  678.231  (m)                       GP(       ) 4 2
 AB4160
 AB4160.Superseded values are not recommended for survey control.
 AB4160
 AB4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4160.See file dsdata.pdf to determine how the superseded data were derived.
 AB4160
 AB4160_MARKER: I = METAL ROD
 AB4160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4160_STAMPING: HDE A 1995
 AB4160_MARK LOGO: NGS
 AB4160_PROJECTION: FLUSH
 AB4160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4160+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2009
 AB4160_ROD/PIPE-DEPTH: 9.75 meters
 AB4160_SLEEVE-DEPTH  : 1 meters
 AB4160
 AB4160  HISTORY     - Date     Condition        Report By
 AB4160  HISTORY     - 1995     MONUMENTED       NGS
 AB4160  HISTORY     - 19970715 GOOD             NGS
 AB4160  HISTORY     - 20060621 GOOD             NEDA
 AB4160  HISTORY     - 20090819 GOOD             HWSCON
 AB4160
 AB4160                          STATION DESCRIPTION
 AB4160
 AB4160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4160'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF FUNK,
 AB4160'1.8 MI (2.9 KM) EAST-NORTHEAST OF HOLDREDGE, AT THE BREWSTER FIELD
 AB4160'AIRPORT, IN THE GRASS MEDIAN BETWEEN RUNWAY AND TAXIWAY,IN LINE WITH
 AB4160'THE NORTH EDGE OF AN OLD CONCRETE TURNAROUND ATTACHED TO THE RUNWAY.
 AB4160'OWNERSHIP--HOLDREDGE AIRPORT AUTHORITY, RT 3, BOX 170, HOLDREGE NE
 AB4160'68949.  AIRPORT MANAGER IS STAN SCHUETT, PHONE (308) 995-8446.  TO
 AB4160'REACH THE STATION FROM THE JUNCTION US HIGHWAYS 6/34 AND 183, GO EAST
 AB4160'ON US HIGHWAYS 6/34 FOR 2.1 MI (3.4 KM) TO AN INTERSECTION, TURN LEFT
 AB4160'AND GO NORTH ON A PAVED ROAD FOR 0.4 MI (0.6 KM) TO A ROAD RIGHT, TURN
 AB4160'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM)
 AB4160'TO THE AIRPORT OFFICE AHEAD AND A ROAD LEFT, TURN LEFT AND GO NORTH
 AB4160'FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH THE GATE THEN TURN RIGHT
 AB4160'AND GO ALONG A GRAVEL LANE AROUND A HANGAR FOR 0.05 MI (0.08 KM) TO
 AB4160'THE APRON, CONTINUE AHEAD AND GO SOUTHEAST ACROSS THE APRON FOR 0.05
 AB4160'MI (0.08 KM) TO THE INTERSECTION OF A CONNECTOR TAXIWAY AND THE
 AB4160'PARALLEL TAXIWAY, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY FOR
 AB4160'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT AND IN LINE WITH THE
 AB4160'PROLONGATION OF THE NORTH EDGE OF THE OLD CONCRETE TURNAROUND.  THE
 AB4160'STATION IS 264.7 FT (80.7 M) WEST OF THE RUNWAY CENTER, 99.8 FT (30.4
 AB4160'M) SOUTH-SOUTHEAST OF A TAXIWAY LIGHT, 96.6 FT (29.4 M)
 AB4160'NORTH-NORTHEAST OF A TAXIWAY LIGHT AND 33.2 FT (10.1 M) EAST OF THE
 AB4160'TAXIWAY CENTER.  THIS STATION TO BE USED AS SACS.
 AB4160
 AB4160                          STATION RECOVERY (1997)
 AB4160
 AB4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4160'RECOVERED AS DESCRIBED.
 AB4160
 AB4160                          STATION RECOVERY (2006)
 AB4160
 AB4160'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4160'AIRPORT MANAGER IS LANNY LAMBRECHT. AIRPORT PHONE (308) 995-8446
 AB4160'LANNY'S CELL (DAY) (308) 991-3760, (NIGHT-HOME)(308) 876-2109
 AB4160
 AB4160                          STATION RECOVERY (2009)
 AB4160
 AB4160'RECOVERY NOTE BY HWS CONSULTING GROUP 2009 (JPH)
 AB4160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1282 ***********************************************************************
 LH1282  DESIGNATION -  HEARTWELL ELEVATOR
 LH1282  PID         -  LH1282
 LH1282  STATE/COUNTY-  NE/KEARNEY
 LH1282  COUNTRY     -  US
 LH1282  USGS QUAD   -  HEARTWELL (2017)
 LH1282
 LH1282                         *CURRENT SURVEY CONTROL
 LH1282  ______________________________________________________________________
 LH1282* NAD 83(1995) POSITION- 40 34 09.15417(N) 098 47 14.06864(W)   ADJUSTED
 LH1282  ______________________________________________________________________
 LH1282  GEOID HEIGHT    -        -24.991 (meters)                     GEOID18
 LH1282  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 LH1282  HORZ ORDER      -  THIRD
 LH1282
 LH1282.The horizontal coordinates were established by classical geodetic methods
 LH1282.and adjusted by the National Geodetic Survey in August 1997.
 LH1282
 LH1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1282.GEOID18 height accuracy estimate available here.
 LH1282
 LH1282.Click photographs - Photos may exist for this station.
 LH1282
 LH1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1282
 LH1282. The following values were computed from the NAD 83(1995) position.
 LH1282
 LH1282;                    North         East     Units Scale Factor Converg.
 LH1282;SPC NE       -    82,424.306   602,672.295   MT  0.99979104   +0 48 13.3
 LH1282;SPC NE       -   270,420.41  1,977,267.35   sFT  0.99979104   +0 48 13.3
 LH1282;UTM  14      - 4,490,958.767   518,009.333   MT  0.99960399   +0 08 18.1
 LH1282
 LH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1800990958(NAD 83)
 LH1282
 LH1282                          SUPERSEDED SURVEY CONTROL
 LH1282
 LH1282  NAD 83(1986)-  40 34 09.16092(N)    098 47 14.06864(W) AD(       ) 3
 LH1282  NAD 27      -  40 34 09.10900(N)    098 47 12.80000(W) AD(       ) 3
 LH1282  USSD        -  40 34 09.15500(N)    098 47 12.80600(W) AD(       ) 3
 LH1282
 LH1282.Superseded values are not recommended for survey control.
 LH1282
 LH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1282.See file dsdata.pdf to determine how the superseded data were derived.
 LH1282
 LH1282
 LH1282  HISTORY     - Date     Condition        Report By
 LH1282  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1282  HISTORY     - 1935     GOOD             CGS
 LH1282
 LH1282                          STATION DESCRIPTION
 LH1282
 LH1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1282'THE ORIGINAL STRUCTURE BURNED DOWN IN THE FIRE OF 1913.  A NEW
 LH1282'ELEVATOR WAS BUILT AT ABOUT THE SAME SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0864 ***********************************************************************
 LG0864  DESIGNATION -  HEBRON
 LG0864  PID         -  LG0864
 LG0864  STATE/COUNTY-  NE/THAYER
 LG0864  COUNTRY     -  US
 LG0864  USGS QUAD   -  HEBRON (2017)
 LG0864
 LG0864                         *CURRENT SURVEY CONTROL
 LG0864  ______________________________________________________________________
 LG0864* NAD 83(1995) POSITION- 40 09 36.79209(N) 097 35 37.05009(W)   ADJUSTED
 LG0864* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 LG0864  ______________________________________________________________________
 LG0864  GEOID HEIGHT    -        -26.698 (meters)                     GEOID18
 LG0864  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LG0864  HORZ ORDER      -  SECOND
 LG0864
 LG0864.The horizontal coordinates were established by classical geodetic methods
 LG0864.and adjusted by the National Geodetic Survey in August 1997.
 LG0864
 LG0864.The orthometric height was scaled from a topographic map.
 LG0864
 LG0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0864.GEOID18 height accuracy estimate available here.
 LG0864
 LG0864.Click photographs - Photos may exist for this station.
 LG0864
 LG0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0864
 LG0864. The following values were computed from the NAD 83(1995) position.
 LG0864
 LG0864;                    North         East     Units Scale Factor Converg.
 LG0864;SPC NE       -    39,148.417   704,968.042   MT  0.99993142   +1 35 40.9
 LG0864;SPC NE       -   128,439.43  2,312,882.65   sFT  0.99993142   +1 35 40.9
 LG0864;UTM  14      - 4,446,488.413   619,768.749   MT  0.99977658   +0 54 25.6
 LG0864
 LG0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0864!SPC NE       -   0.99993389  x   0.99993142  =   0.99986531
 LG0864!UTM  14      -   0.99993389  x   0.99977658  =   0.99971048
 LG0864
 LG0864:                Primary Azimuth Mark                     Grid Az
 LG0864:SPC NE       -  HEBRON MUNICIPAL STANDPIPE               043 12 44.8
 LG0864:UTM  14      -  HEBRON MUNICIPAL STANDPIPE               043 54 00.1
 LG0864
 LG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1976846488(NAD 83)
 LG0864
 LG0864|---------------------------------------------------------------------|
 LG0864| PID    Reference Object                     Distance      Geod. Az  |
 LG0864|                                                           dddmmss.s |
 LG0864| LG0862 HEBRON THAYER CO CH FLAGSTAFF       APPROX. 0.9 KM 0143354.1 |
 LG0864| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX. 1.6 KM 0444825.7 |
 LG0864| CN8750 HEBRON RM 3                          14.533 METERS 09915     |
 LG0864| CN8748 HEBRON RM 1                          26.755 METERS 13116     |
 LG0864| CN8747 HEBRON AZ MK                                       1864604.2 |
 LG0864| CN8751 HEBRON RM 4                          19.879 METERS 19516     |
 LG0864| CN8749 HEBRON RM 2                          25.110 METERS 22639     |
 LG0864|---------------------------------------------------------------------|
 LG0864
 LG0864                          SUPERSEDED SURVEY CONTROL
 LG0864
 LG0864  NAD 83(1986)-  40 09 36.79777(N)    097 35 37.05027(W) AD(       ) 2
 LG0864  NAD 27      -  40 09 36.78900(N)    097 35 35.90900(W) AD(       ) 2
 LG0864
 LG0864.Superseded values are not recommended for survey control.
 LG0864
 LG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0864.See file dsdata.pdf to determine how the superseded data were derived.
 LG0864
 LG0864_MARKER: DS = TRIANGULATION STATION DISK
 LG0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0864_STAMPING: HEBRON 1947
 LG0864_MARK LOGO: CGS
 LG0864_PROJECTION: FLUSH
 LG0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0864+STABILITY: SURFACE MOTION
 LG0864
 LG0864  HISTORY     - Date     Condition        Report By
 LG0864  HISTORY     - 1947     MONUMENTED       CGS
 LG0864  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0864  HISTORY     - 1959     GOOD             CGS
 LG0864  HISTORY     - 1963     GOOD             CGS
 LG0864  HISTORY     - 1968     GOOD             CGS
 LG0864  HISTORY     - 1975     GOOD             NGS
 LG0864  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0864
 LG0864                          STATION DESCRIPTION
 LG0864
 LG0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0864'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH-SOUTHWEST OF HEBRON,
 LG0864'ON THE GROUNDS OF THE HEBRON ACADEMY, WHICH IS NOW UP FOR SALE
 LG0864'AND IS TO BE CONVERTED INTO A HOSPITAL.  IT IS ON THE NORTH SIDE
 LG0864'OF ACADEMY AVENUE, 0.1 MILE EAST OF CITY ROUTE U.S. NO 81, 0.05
 LG0864'MILE WEST OF THE ACADEMY BUILDING AND 31 FEET NORTH OF THE CENTER
 LG0864'OF ACADEMY AVENUE ON THE SOUTH SIDE OF A CULTIVATED FIELD.  IT
 LG0864'IS STAMPED HEBRON 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0864'
 LG0864'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 28 FEET SOUTH
 LG0864'OF THE CENTER OF ACADEMY AVENUE AND 2 FEET NORTH OF EAST-WEST
 LG0864'FENCE LINE.  IT IS STAMPED HEBRON NO 1 1947 AND PROJECTS 5
 LG0864'INCHES.
 LG0864'
 LG0864'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 28 FEET SOUTH OF
 LG0864'THE CENTER OF ACADEMY AVENUE AND 1 FOOT NORTH OF EAST-WEST FENCE
 LG0864'LINE.  IT IS STAMPED HEBRON NO 2 1947 AND PROJECTS 6 INCHES.
 LG0864'
 LG0864'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 60 FEET
 LG0864'EAST OF THE CENTER OF CITY ROUTE U.S. NO 81, 25 FEET SOUTH OF THE
 LG0864'CENTER OF DRIVEWAY TO HEBRON AIRFIELD, 2 FEET EAST OF WITNESS POST
 LG0864'AND 2 FEET WEST OF TELEPHONE POLE.  IT IS STAMPED HEBRON 1947
 LG0864'AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO WEST FOR
 LG0864'0.1 MILE, TURN LEFT AND GO SOUTH FOR 0.4 MILE TO THE DRIVEWAY
 LG0864'INTO THE AIRFIELD AND MARK ON THE RIGHT AS DESCRIBED.
 LG0864'
 LG0864'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 LG0864'IN HEBRON, GO SOUTH FOR 1 BLOCK, TURN RIGHT AND GO WEST ON
 LG0864'CITY ROUTE NO 81 FOR 0.25 MILE TO LEFT TURN, TURN LEFT AND FOLLOW
 LG0864'NO 81 SOUTH FOR 0.45 MILE TO ACADEMY AVENUE LEFT, TURN LEFT AND
 LG0864'GO EAST ON ACADEMY AVENUE FOR 0.1 MILE TO THE STATION ON NORTH
 LG0864'SIDE AS DESCRIBED.
 LG0864'
 LG0864'A 74 FOOT SIGNAL AT STATION CORDING IS VISIBLE AT 20 FEET.
 LG0864'
 LG0864'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 50 FEET.
 LG0864'
 LG0864'A 4 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 50 FEET.
 LG0864'
 LG0864'A 74 FOOT SIGNAL AT STATION WIEDEL IS VISIBLE AT 20 FEET.
 LG0864'
 LG0864'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0864
 LG0864                          STATION RECOVERY (1958)
 LG0864
 LG0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0864'THE STATION WAS DUG FOR BUT UNABLE TO LOCATE.  THE LOCATION OF
 LG0864'THE STATION IS NOW BEING CULTIVATED AND IN CORN.
 LG0864'
 LG0864'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LG0864
 LG0864                          STATION RECOVERY (1959)
 LG0864
 LG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0864'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0864'IN GOOD CONDITION.  THE REFERENCE MARKS WERE MOVED AT THE REQUEST
 LG0864'OF MR. H.R. KILLINGER WHO LIVES NEARBY.  THE AZIMUTH MARK IS NO
 LG0864'LONGER VISIBLE FROM THE GROUND AT THE STATION DUE TO A HIGH
 LG0864'BOARD FENCE.  THE HEBRON, MUNICIPAL STANDPIPE HAS BEEN RAZED AND
 LG0864'A NEW WATER TANK ERECTED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0864'
 LG0864'STATION IS LOCATED IN THE SOUTHWEST PART OF HEBRON ON THE FORMER
 LG0864'GROUNDS OF THE HEBRON ACADEMY WHICH IS BEING USED AS A HOSPITAL,
 LG0864'NOW.  IT IS ABOUT 200 YARDS EAST OF THE CITY ROUTE FOR U.S.
 LG0864'HIGHWAY 81 AND ABOUT 100 YARDS WEST OF THE HOSPITAL, 143 FEET
 LG0864'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. H.R. KILLINGERS
 LG0864'BRICK HOUSE LOCATED AT 121 PARK AVENUE, 50 FEET WEST OF A POWER
 LG0864'POLE WITH STREET LIGHT, 33 FEET NORTH OF THE CENTER OF PARK
 LG0864'AVENUE, AND 1.5 FEET EAST OF A NEW WITNESS SIGN POST.  THE
 LG0864'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 LG0864'IS STAMPED HEBRON 1947.
 LG0864'
 LG0864'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LG0864'SQUARE IN HEBRON, GO SOUTH FOR ONE BLOCK.  TURN RIGHT AND GO WEST
 LG0864'ON CITY ROUTE 81 FOR 0.25 MILE TO WHERE CITY ROUTE 81 TURNS
 LG0864'SOUTH.  TURN SOUTH AND FOLLOW CITY ROUTE 81 SOUTH FOR 0.45 MILE TO
 LG0864'PARK AVENUE LEFT.  TURN LEFT AND GO EAST ON PARK AVENUE FOR 0.1
 LG0864'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0864'
 LG0864'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 25 FEET NORTH OF
 LG0864'THE CENTER OF PARK AVENUE, AND 2 FEET WEST OF A POWER POLE
 LG0864'WITH STREET LIGHT.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0864'STAMPED HEBRON NO 3 1947.
 LG0864'
 LG0864'REFERENCE MARK NO. 4 IS SOUTH-SOUTHWEST OF THE STATION, 79 FEET
 LG0864'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF BRICK HOME AT 121
 LG0864'PARK AVENUE, 30 FEET SOUTH OF THE CENTER OF PARK AVENUE, AND AT
 LG0864'THE EAST EDGE OF CONCRETE DRIVEWAY TO THIS BRICK HOUSE.  THE
 LG0864'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HEBRON NO 4 1947.
 LG0864'
 LG0864'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 60 FEET EAST OF
 LG0864'THE CENTER OF CITY ROUTE FOR U.S. HIGHWAY 81, 25 FEET SOUTH OF THE
 LG0864'CENTER OF DRIVEWAY AT THE NORTHWEST CORNER OF GOLF COURSE, AND
 LG0864'2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LG0864'AND THE DISK IS STAMPED HEBRON 1947.
 LG0864'
 LG0864'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE
 LG0864'TO CITY ROUTE FOR U.S. HIGHWAY 81.  TURN LEFT AND GO SOUTH ON
 LG0864'CITY ROUTE 81 FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 LG0864
 LG0864                          STATION RECOVERY (1963)
 LG0864
 LG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0864'THIS STATION, REFERENCE MARKS NO. 3 AND NO. 4 AND THE AZIMUTH
 LG0864'MARK WERE FOUND AS DESCRIBED BY FAR IN 1959 AND ALL MARKS WERE
 LG0864'IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF A NEW
 LG0864'DRIVEWAY AT THE HEBRON COUNTRY CLUB GOLF COURSE AND A REQUEST WAS
 LG0864'MADE TO MOVE IT.  THE LINE OF SIGHT FROM THE STATION TO THE
 LG0864'AZIMUTH MARK WAS OBSTRUCTED, SO THE AZIMUTH MARK WAS DESTROYED.
 LG0864
 LG0864                          STATION RECOVERY (1968)
 LG0864
 LG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0864'STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE
 LG0864'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LG0864'STATION IS NOW AT THE SITE OF THE NEW MEMORIAL HOSPITAL AT HEBRON.
 LG0864'
 LG0864'THE STATION MARK IS ABOUT 0.05 MILE EAST OF THE INTERSECTION OF FIRST
 LG0864'STREET AND PARK AVENUE IN THE SOUTHWEST PART OF HEBRON, 165 FEET
 LG0864'SOUTH OF THE CENTER OF DOOR AT THE ENTRANCE AT THE SOUTHEAST CORNER
 LG0864'OF THE NEW MEMORIAL HOSPITAL, 15 FEET NORTH OF THE NORTH EDGE OF
 LG0864'THE NORTH CURB ON PARK AVENUE, 15.5 FEET WEST OF A PROJECTED LINE
 LG0864'OF THE EAST SIDE OF THE HOSPITAL, 11 FEET WEST OF THE WEST EDGE OF
 LG0864'THE CURB AT THE EAST ENTRANCE TO THE HOSPITAL, AT THE SOUTHEAST SIDE
 LG0864'OF THE LAWN AT THE SOUTH SIDE OF THE HOSPITAL, AND ABOUT 1 FOOT
 LG0864'BELOW THE SURFACE OF THE GROUND.
 LG0864'
 LG0864'REFERENCE MARK NO. 3 IS 8.5 FEET EAST OF THE EAST EDGE OF THE CURB
 LG0864'AT THE EAST ENTRANCE TO THE HOSPITAL, AND 8 FEET NORTH OF THE NORTH
 LG0864'EDGE OF THE NORTH CURB ON PARK AVENUE.
 LG0864'
 LG0864'REFERENCE MARK NO. 4 WAS RECOVERED AS DESCRIBED.
 LG0864'
 LG0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HEBRON.
 LG0864
 LG0864                          STATION RECOVERY (1975)
 LG0864
 LG0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0864'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND IN
 LG0864'GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN 1963.
 LG0864'NO VISIBLE PLACE TO SET A NEW AZIMUTH MARK.  FOLLOWING ARE SOME
 LG0864'ADDITIONAL NOTES FOR THE STATION MARK.
 LG0864'
 LG0864'THE STATION IS IN THE SOUTHEAST CORNER OF THE THAYER COUNTY HOSPITAL
 LG0864'GROUNDS, 145 FEET SOUTH OF THE SOUTHEAST CORNER OF THE EAST WING OF
 LG0864'HOSPITAL 62 FEET EAST-NORTHEAST OF A POWER POLE WITH LAMP ATTACHED,
 LG0864'16 FEET NORTH OF THE NORTH CURB OF AN EAST-WEST STREET, 11 FEET WEST
 LG0864'OF THE WEST CURB OF THE EAST DRIVEWAY TO HOSPITAL AND THE MARK IS
 LG0864'10 INCHES BELOW THE GROUND SURFACE.
 LG0864'
 LG0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HEBRON.
 LG0864
 LG0864                          STATION RECOVERY (2005)
 LG0864
 LG0864'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0864'STATION NOT FOUND. REF NO. 3 AND REF NO. 4 FOUND GOOD. THE THAYER
 LG0864'COUNTY HOSP IS EAST OF FIRST STREET, NORTH OF PARK AVE. USING INFO OF
 LG0864'REF NO. 3 AND 4, THE STATION IS NEAR A SEWER LINE MANHOLE COVER. MARK
 LG0864'WAS PROBABLY DESTROYED WHEN NEW SEWER LINE INSTALLED. POWER POLE WITH
 LG0864'STREET LIGHT NEAR REF NO. 3 REFERENCED IN 1959 HAS BEEN MOVED. REF NO.
 LG0864'3 IS 4 FEET EAST-NORTHEAST OF NEW POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1497 ***********************************************************************
 LF1497  DESIGNATION -  HECHT RESET
 LF1497  PID         -  LF1497
 LF1497  STATE/COUNTY-  NE/RICHARDSON
 LF1497  COUNTRY     -  US
 LF1497  USGS QUAD   -  BARADA (2017)
 LF1497
 LF1497                         *CURRENT SURVEY CONTROL
 LF1497  ______________________________________________________________________
 LF1497* NAD 83(1995) POSITION- 40 10 16.81394(N) 095 31 49.22803(W)   ADJUSTED
 LF1497* NAVD 88 ORTHO HEIGHT -   352.13  (meters)     1155.3   (feet) RESET
 LF1497  ______________________________________________________________________
 LF1497  GEOID HEIGHT    -        -30.507 (meters)                     GEOID18
 LF1497  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 LF1497  HORZ ORDER      -  FIRST
 LF1497  VERT ORDER      -  THIRD
 LF1497
 LF1497.The horizontal coordinates were established by classical geodetic methods
 LF1497.and adjusted by the National Geodetic Survey in August 1997.
 LF1497
 LF1497.The orthometric height was computed from unverified reset data.
 LF1497
 LF1497.No vertical observational check was made to the station.
 LF1497
 LF1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1497.GEOID18 height accuracy estimate available here.
 LF1497
 LF1497.Click photographs - Photos may exist for this station.
 LF1497
 LF1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1497
 LF1497. The following values were computed from the NAD 83(1995) position.
 LF1497
 LF1497;                    North         East     Units Scale Factor Converg.
 LF1497;SPC NE       -    47,368.474   880,528.375   MT  0.99992695   +2 57 43.3
 LF1497;SPC NE       -   155,408.07  2,888,866.84   sFT  0.99992695   +2 57 43.3
 LF1497;UTM  15      - 4,449,844.396   284,539.754   MT  1.00017151   -1 37 58.4
 LF1497
 LF1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1497!SPC NE       -   0.99994955  x   0.99992695  =   0.99987650
 LF1497!UTM  15      -   0.99994955  x   1.00017151  =   1.00012105
 LF1497
 LF1497:                Primary Azimuth Mark                     Grid Az
 LF1497:SPC NE       -  HECHT AZ MK                              033 41 01.7
 LF1497:UTM  15      -  HECHT AZ MK                              038 16 43.4
 LF1497
 LF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8453949844(NAD 83)
 LF1497
 LF1497|---------------------------------------------------------------------|
 LF1497| PID    Reference Object                     Distance      Geod. Az  |
 LF1497|                                                           dddmmss.s |
 LF1497| LF0623 HECHT AZ MK                                        0363845.0 |
 LF1497| LF1342 CRAIG MUNICIPAL TANK                APPROX.13.6 KM 0804157.9 |
 LF1497| LF0626 HECHT RM 2                           14.531 METERS 08842     |
 LF1497| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX.13.2 KM 2045006.8 |
 LF1497| LF1375 SALEM MUNICIPAL TANK                APPROX.19.9 KM 2381013.6 |
 LF1497| LF1376 VERDON MUNICIPAL TANK               APPROX.15.1 KM 2595437.1 |
 LF1497| LF1377 SHUBERT MUNICIPAL TANK              APPROX.15.0 KM 3000312.7 |
 LF1497| LF0625 HECHT RM 1                           14.281 METERS 34616     |
 LF1497|---------------------------------------------------------------------|
 LF1497
 LF1497                          SUPERSEDED SURVEY CONTROL
 LF1497
 LF1497  NAD 83(1986)-  40 10 16.81982(N)    095 31 49.22424(W) AD(       ) 1
 LF1497  NAD 27      -  40 10 16.82000(N)    095 31 48.28900(W) AD(       ) 1
 LF1497  NGVD 29 (01/31/13)  352.07   (m)         1155.1    (f) RESET       3  
 LF1497
 LF1497.Superseded values are not recommended for survey control.
 LF1497
 LF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1497.See file dsdata.pdf to determine how the superseded data were derived.
 LF1497
 LF1497_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1497_STAMPING: HECHT 1945 1987
 LF1497_MARK LOGO: NGS
 LF1497_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LF1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1497+STABILITY: SURFACE MOTION
 LF1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1497+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LF1497
 LF1497  HISTORY     - Date     Condition        Report By
 LF1497  HISTORY     - 1987     MONUMENTED       NGS
 LF1497  HISTORY     - 1987     GOOD             NGS
 LF1497
 LF1497                          STATION DESCRIPTION
 LF1497
 LF1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 LF1497'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF FALLS CITY, ON A
 LF1497'HILL.  IT IS ABOUT 200 YARDS WEST OF A LARGE RED BARN, 8 FEET EAST OF
 LF1497'A NORTH-SOUTH FENCE LINE, 1.5 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 LF1497'AND 3.5 FEET SOUTHWEST OF A WITNESS POST.
 LF1497'
 LF1497'REFERENCE MARK NO. 1 IS 46.85 FEET NORTH OF THE STATION, 45 FEET NORTH
 LF1497'OF A FENCE CORNER, AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.  THE
 LF1497'DISK IS STAMPED HECHT NO 1 1934 AND PROJECTS 4 INCHES.
 LF1497'
 LF1497'REFERENCE MARK NO. 2 IS 47.68 FEET EAST OF THE STATION, 56 EAST OF THE
 LF1497'FENCE CORNER, AND 6 INCHES SOUTH OF THE EAST-WEST FENCE LINE.  THE
 LF1497'DISK IS STAMPED HECHT NO 2 1934 AND PROJECTS 4 INCHES.
 LF1497'
 LF1497'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE STATION,
 LF1497'ON THE SOUTHWEST CORNER OF THE MAIN ROAD AND LANE.  IT IS 55 FEET
 LF1497'SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 11 FEET WEST OF THE
 LF1497'CENTERLINE OF THE LANE, 21 FEET SOUTH OF THE FENCE CORNER, 10 FEET
 LF1497'NORTH OF A TELEPHONE POLE, AND 2 FEET SOUTH OF A WITNESS POST.  THE
 LF1497'DISK IS STAMPED HECHT 1945 AND PROJECTS 2 INCHES.
 LF1497'
 LF1497'TO REACH THE STATION FROM THE COURT HOUSE IN FALLS CITY, GO NORTHWEST
 LF1497'ON U.S. HIGHWAY 73 FOR 5.6 MILES TO A GRAVELLED ROAD RIGHT.  TURN
 LF1497'RIGHT AND GO 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK, STRAIGHT
 LF1497'AHEAD, AND GO 4.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO 2.05 MILES
 LF1497'TO A CROSS ROAD.  TURN LEFT AND GO 0.3 MILE TO A LANE LEADING LEFT,
 LF1497'AND THE AZIMUTH MARK ON THE CORNER AS DESCRIBED.  TURN LEFT AND FOLLOW
 LF1497'THE LANE FOR 0.35 MILE TO A RED BARN AND THE HOME OF MR. HECHT.  PASS
 LF1497'TO THE RIGHT OF THE BARN AND FOLLOW THE FENCE LINE SOUTH FOR 0.1 MILE
 LF1497'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LF1497
 LF1497                          STATION RECOVERY (1987)
 LF1497
 LF1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF1497'7.24 KM (4.50 MI) EAST ON U.S. HIGHWAY 159, FROM THE JUNCTION WITH
 LF1497'U.S. HIGHWAY 73 IN FALL CITY, THEN LEFT AND NORTH ALONG A PAVED ROAD
 LF1497'FOR 9.98 KM (6.20 MI) TO THE END OF PAVEMENT, THEN CONTINUE NORTH ON
 LF1497'A GRAVELED ROAD FOR 3.54 KM (2.20 MI) TO A CROSSROAD, THEN LEFT AND
 LF1497'EAST ALONG A GRADED ROAD FOR 0.48 KM (0.30 MI) TO HECHT AZIMUTH MARK
 LF1497'2 AND A FIELD ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG A FIELD
 LF1497'ROAD FOR 0.56 KM (0.35 MI) TO AN OLD BARN, THEN RIGHT AND WEST,
 LF1497'ACROSS A CULTIVATED FIELD FOR 0.16 KM (0.10 MI) TO THE MARK 3.14 M
 LF1497'(10.3 FT) EAST FROM A WITNESS POST AND A NORTH/SOUTH FENCE AND
 LF1497'RECESSED 0.61 M (2.0 FT) BELOW THE GROUND SURFACE.  THE MARK IS
 LF1497'14.295 M (46.9 FT) SOUTH-SOUTHEAST FROM REFERENCE MARK 1 AND 14.340 M
 LF1497'(47.0 FT) NORTH-NORTHEAST FROM REFERENCE MARK 3.
 LF1497'THE MARK IS ON PRIVATE PROPERTY OWNED BY RAYMOND BECKER, ROUTE 1, BOX
 LF1497'63, FALLS CITY, NEBRASKA 68355, TELEPHONE 402 245 5430.  MR. BECKER
 LF1497'REQUESTS THAT HE BE NOTIFIED PRIOR TO VISITING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0625 ***********************************************************************
 LF0625  DESIGNATION -  HECHT RM 1
 LF0625  PID         -  LF0625
 LF0625  STATE/COUNTY-  NE/RICHARDSON
 LF0625  COUNTRY     -  US
 LF0625  USGS QUAD   -  BARADA (2017)
 LF0625
 LF0625                         *CURRENT SURVEY CONTROL
 LF0625  ______________________________________________________________________
 LF0625* NAD 83(1986) POSITION- 40 10 17.26   (N) 095 31 49.37   (W)   HD_HELD1
 LF0625* NAVD 88 ORTHO HEIGHT -   353.522 (meters)     1159.85  (feet) ADJUSTED
 LF0625  ______________________________________________________________________
 LF0625  GEOID HEIGHT    -        -30.507 (meters)                     GEOID18
 LF0625  DYNAMIC HEIGHT  -        353.328 (meters)     1159.21  (feet) COMP
 LF0625  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LF0625
 LF0625  VERT ORDER      -  SECOND    CLASS 0
 LF0625
 LF0625.The horizontal coordinates were determined by differentially corrected
 LF0625.hand held GPS observations or other comparable positioning techniques
 LF0625.and have an estimated accuracy of +/- 3 meters.
 LF0625
 LF0625.The orthometric height was determined by differential leveling and
 LF0625.adjusted by the NATIONAL GEODETIC SURVEY
 LF0625.in June 1991.
 LF0625
 LF0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0625.GEOID18 height accuracy estimate available here.
 LF0625
 LF0625.Click photographs - Photos may exist for this station.
 LF0625
 LF0625.The dynamic height is computed by dividing the NAVD 88
 LF0625.geopotential number by the normal gravity value computed on the
 LF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0625.degrees latitude (g = 980.6199 gals.).
 LF0625
 LF0625.The modeled gravity was interpolated from observed gravity values.
 LF0625
 LF0625;                    North         East    Units  Estimated Accuracy
 LF0625;SPC NE       -    47,382.0     880,524.3     MT  (+/- 3 meters HH1 GPS) 
 LF0625
 LF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8453649858(NAD 83)
 LF0625
 LF0625                          SUPERSEDED SURVEY CONTROL
 LF0625
 LF0625  NGVD 29 (??/??/92)  353.454  (m)         1159.62   (f) ADJ UNCH    2 0
 LF0625
 LF0625.Superseded values are not recommended for survey control.
 LF0625
 LF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0625.See file dsdata.pdf to determine how the superseded data were derived.
 LF0625
 LF0625_MARKER: DR = REFERENCE MARK DISK
 LF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0625_STAMPING: HECHT NO 1 1945
 LF0625_MARK LOGO: CGS
 LF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0625+STABILITY: SURFACE MOTION
 LF0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0625+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1987
 LF0625
 LF0625  HISTORY     - Date     Condition        Report By
 LF0625  HISTORY     - 1945     MONUMENTED       CGS
 LF0625  HISTORY     - 1947     GOOD             CGS
 LF0625  HISTORY     - 19870411 GOOD             NGS
 LF0625
 LF0625                          STATION DESCRIPTION
 LF0625
 LF0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0625'10.3 MI N FROM PRESTON.
 LF0625'9.5 MILES NORTH ALONG A GRAVEL ROAD AND 0.3 MILE WEST ALONG A
 LF0625'DIRT ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0625'STATION AT PRESTON, THENCE 0.3 MILE SOUTH AND 0.05 MILE WEST
 LF0625'ALONG A PRIVATE ROAD TO A RED BARN AT THE HECHT FARM HOUSE,
 LF0625'THENCE 0.15 MILE WEST ALONG AN EAST-WEST FENCE LINE TO THE
 LF0625'TOP OF A HILL, REFERENCE MARK IS 73.8 FEET NORTHWEST OF HECHT
 LF0625'R.M. 2, 46.9 FEET NORTH OF HECHT 1945, 45.1 FEET NORTH OF AN
 LF0625'EAST-WEST FENCE LINE, 1.2 FOOT EAST OF A NORTH-SOUTH FENCE
 LF0625'LINE AND HEDGE ROW, A REFERENCE MARK DISK SET IN A CONCRETE
 LF0625'POST PROJECTING 0.5 FOOT.
 LF0625
 LF0625                          STATION RECOVERY (1987)
 LF0625
 LF0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0625'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND 159, IN
 LF0625'FALLS CITY, GO EAST ON HIGHWAY 159 FOR 7.24 KM (4.50 MI) TO A
 LF0625'CROSSROAD THAT IS GRAVELED ON THE RIGHT AND PAVED ON THE LEFT.  TURN
 LF0625'LEFT AND GO NORTH ON THE PAVED ROAD FOR 9.98 KM (6.20 MI) TO THE END
 LF0625'OF PAVEMENT.  CONTINUE NORTH ON  THE NOW GRAVELED ROAD FOR 3.54 KM
 LF0625'(2.20 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR
 LF0625'0.48 KM (0.30 MI) TO THE CREST OF A LOW HILL AND A FIELD ROAD AND
 LF0625'HECHT AZIMUTH MARK 2 ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 LF0625'FIELD ROAD FOR 0.56 KM (0.35 MI) TO AN OLD BARN.  TURN RIGHT AND GO
 LF0625'WEST, ACROSS A CULIVATED FIELD, FOR 0.16 KM (0.10 MI) TO THE MARK ON
 LF0625'THE CREST OF A HILL.
 LF0625'IT IS 28.109 M (92.2 FT) NORTH FROM HECHT RM 3, 14.295 M (46.9 FT)
 LF0625'NORTH-NORTHWEST FROM HECHT, WHICH IS RECESSED 0.61 M (2.0 FT), 0.61 M
 LF0625'(2.0 FT) EAST FROM A NORTH/SOUTH FENCE, 0.21 M (0.7 FT) WEST FROM A
 LF0625'WITNESS POST AND PROJECTS 0.30 M (1.0 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1498 ***********************************************************************
 LF1498  DESIGNATION -  HECHT RM 3
 LF1498  PID         -  LF1498
 LF1498  STATE/COUNTY-  NE/RICHARDSON
 LF1498  COUNTRY     -  US
 LF1498  USGS QUAD   -  BARADA (2017)
 LF1498
 LF1498                         *CURRENT SURVEY CONTROL
 LF1498  ______________________________________________________________________
 LF1498* NAD 83(1986) POSITION- 40 10 16.     (N) 095 31 49.     (W)   SCALED
 LF1498* NAVD 88 ORTHO HEIGHT -   352.44  (meters)     1156.3   (feet) RESET
 LF1498  ______________________________________________________________________
 LF1498  GEOID HEIGHT    -        -30.507 (meters)                     GEOID18
 LF1498  VERT ORDER      -  THIRD
 LF1498
 LF1498.The horizontal coordinates were scaled from a map and have
 LF1498.an estimated accuracy of +/- 6 seconds.
 LF1498
 LF1498.The orthometric height was computed from unverified reset data.
 LF1498
 LF1498.No vertical observational check was made to the station.
 LF1498
 LF1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1498.GEOID18 height accuracy estimate available here.
 LF1498
 LF1498.Click photographs - Photos may exist for this station.
 LF1498
 LF1498;                    North         East    Units  Estimated Accuracy
 LF1498;SPC NE       -    47,340.      880,540.      MT  (+/- 180 meters Scaled)
 LF1498
 LF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE845498(NAD 83)
 LF1498
 LF1498                          SUPERSEDED SURVEY CONTROL
 LF1498
 LF1498  NGVD 29 (01/31/13)  352.37   (m)         1156.1    (f) RESET       3  
 LF1498
 LF1498.Superseded values are not recommended for survey control.
 LF1498
 LF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1498.See file dsdata.pdf to determine how the superseded data were derived.
 LF1498
 LF1498_MARKER: DR = REFERENCE MARK DISK
 LF1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1498_STAMPING: HECHT 1945 NO 3 1987
 LF1498_MARK LOGO: NGS
 LF1498_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1498+STABILITY: SURFACE MOTION
 LF1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1498+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LF1498
 LF1498  HISTORY     - Date     Condition        Report By
 LF1498  HISTORY     - 1987     MONUMENTED       NGS
 LF1498
 LF1498                          STATION DESCRIPTION
 LF1498
 LF1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 LF1498'7.24 KM (4.50 MI) EAST ON U.S. HIGHWAY 159, FROM THE JUNCTION WITH
 LF1498'U.S. HIGHWAY 73 IN FALL CITY, THEN LEFT AND NORTH ALONG A PAVED ROAD
 LF1498'FOR 9.98 KM (6.20 MI) TO THE END OF PAVEMENT, THEN CONTINUE NORTH ON
 LF1498'A GRAVELED ROAD FOR 3.54 KM (2.20 MI) TO A CROSSROAD, THEN LEFT AND
 LF1498'EAST ALONG A GRADED ROAD FOR 0.48 KM (0.30 MI) TO HECHT AZIMUTH MARK
 LF1498'2 AND A FIELD ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG A FIELD
 LF1498'ROAD FOR 0.56 KM (0.35 MI) TO AN OLD BARN, THEN RIGHT AND WEST,
 LF1498'ACROSS A CULTIVATED FIELD FOR 0.16 KM (0.10 MI) TO THE MARK 0.30 M
 LF1498'(1.0 FT) EAST FROM A WITNESS POST AND A NORTH/SOUTH FENCE AND PROJECTS
 LF1498'0.10 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE MARK IS 28.109 M
 LF1498'(92.2 FT) SOUTH ALONG THE FENCE FROM RM 1 AND IT IS 14.340 M (47.0 FT)
 LF1498'SOUTH-SOUTHEAST FROM THE STATION MARK WHICH IS RECESSED 0.61 M
 LF1498'(2.0 FT) BELOW THE GROUND SURFACE.
 LF1498'THE MARK IS ON PRIVATE PROPERTY OWNED BY RAYMOND BECKER, ROUTE 1, BOX
 LF1498'63, FALLS CITY, NEBRASKA 68355, TELEPHONE 402 245 5430.  MR. BECKER
 LF1498'REQUESTS THAT HE BE NOTIFIED PRIOR TO VISITING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0918 ***********************************************************************
 LG0918  DESIGNATION -  HEDGE
 LG0918  PID         -  LG0918
 LG0918  STATE/COUNTY-  NE/YORK
 LG0918  COUNTRY     -  US
 LG0918  USGS QUAD   -  BRADSHAW (2017)
 LG0918
 LG0918                         *CURRENT SURVEY CONTROL
 LG0918  ______________________________________________________________________
 LG0918* NAD 83(1995) POSITION- 40 56 42.72379(N) 097 42 09.26874(W)   ADJUSTED
 LG0918* NAVD 88 ORTHO HEIGHT -   519.    (meters)     1703.    (feet) SCALED
 LG0918  ______________________________________________________________________
 LG0918  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 LG0918  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 LG0918  HORZ ORDER      -  THIRD
 LG0918
 LG0918.The horizontal coordinates were established by classical geodetic methods
 LG0918.and adjusted by the National Geodetic Survey in August 1997.
 LG0918
 LG0918.The orthometric height was scaled from a topographic map.
 LG0918
 LG0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0918.GEOID18 height accuracy estimate available here.
 LG0918
 LG0918.Click photographs - Photos may exist for this station.
 LG0918
 LG0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0918
 LG0918. The following values were computed from the NAD 83(1995) position.
 LG0918
 LG0918;                    North         East     Units Scale Factor Converg.
 LG0918;SPC NE       -   126,016.507   693,374.702   MT  0.99970614   +1 31 21.0
 LG0918;SPC NE       -   413,439.16  2,274,846.83   sFT  0.99970614   +1 31 21.0
 LG0918;UTM  14      - 4,533,484.262   609,207.117   MT  0.99974679   +0 51 01.2
 LG0918
 LG0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0918!SPC NE       -   0.99992265  x   0.99970614  =   0.99962881
 LG0918!UTM  14      -   0.99992265  x   0.99974679  =   0.99966946
 LG0918
 LG0918:                Primary Azimuth Mark                     Grid Az
 LG0918:SPC NE       -  HEDGE AZ MK                              090 32 33.0
 LG0918:UTM  14      -  HEDGE AZ MK                              091 12 52.8
 LG0918
 LG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0920733484(NAD 83)
 LG0918
 LG0918|---------------------------------------------------------------------|
 LG0918| PID    Reference Object                     Distance      Geod. Az  |
 LG0918|                                                           dddmmss.s |
 LG0918| LG0924 HEDGE AZ MK                         APPROX. 0.8 KM 0920354.0 |
 LG0918| LG0806 WACO TANK                           APPROX.20.9 KM 1050709.2 |
 LG0918| LG0904 YORK MUNICIPAL TANK                 APPROX.13.1 KM 1294111.9 |
 LG0918| LG0899 YORK MUNICIPAL STANDPIPE            APPROX.12.2 KM 1310605.8 |
 LG0918| LG0906 YORK CONSUMERS PWR ELEC STACK       APPROX.12.6 KM 1331503.4 |
 LG0918| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX.12.8 KM 1331625.4 |
 LG0918| LG0909 YORK RADIO STA KAA 639 MAST         APPROX.15.9 KM 1390718.5 |
 LG0918| CN8754 HEDGE RM 1                           26.663 METERS 15917     |
 LG0918| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX. 7.8 KM 2083619.5 |
 LG0918| LG0925 HEDGE RM 3                            9.619 METERS 23057     |
 LG0918| CN8755 HEDGE RM 2                           31.870 METERS 25905     |
 LG0918| CN8756 HEDGE RM 4                            9.321 METERS 35844     |
 LG0918|---------------------------------------------------------------------|
 LG0918
 LG0918                          SUPERSEDED SURVEY CONTROL
 LG0918
 LG0918  NAD 83(1986)-  40 56 42.73203(N)    097 42 09.27132(W) AD(       ) 3
 LG0918  NAD 27      -  40 56 42.69400(N)    097 42 08.06700(W) AD(       ) 3
 LG0918
 LG0918.Superseded values are not recommended for survey control.
 LG0918
 LG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0918.See file dsdata.pdf to determine how the superseded data were derived.
 LG0918
 LG0918_MARKER: DS = TRIANGULATION STATION DISK
 LG0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0918
 LG0918  HISTORY     - Date     Condition        Report By
 LG0918  HISTORY     - 1950     MONUMENTED       CGS
 LG0918  HISTORY     - 1978     GOOD             NGS
 LG0918
 LG0918                          STATION DESCRIPTION
 LG0918
 LG0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0918'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF YORK AND 6-1/2
 LG0918'MILES SOUTHWEST OF BENEDICT, IN A HEDGE ROW RUNNING NORTH AND
 LG0918'SOUTH.  IT IS 57 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LG0918'14 FEET WEST OF THE CENTERLINE OF A FARM ROAD AND 10 FEET SOUTH
 LG0918'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH
 LG0918'THE GROUND AND THE DISK IS STAMPED HEDGE 1950.
 LG0918'
 LG0918'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 LG0918'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HEDGE
 LG0918'NO. 1 1950.
 LG0918'
 LG0918'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTERLINE OF A
 LG0918'GRAVEL ROAD, 5 FEET EAST NORTHEAST OF A 2-FOOT COTTON WOOD TREE AND
 LG0918'1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 LG0918'3 INCHES AND THE DISK IS STAMPED HEDGE NO 2 1950.
 LG0918'
 LG0918'AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 32
 LG0918'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 1.5 FEET WEST
 LG0918'NORTHWEST OF A WHITE WITNESS POST, 3 FEET WEST NORTHWEST OF A
 LG0918'CORNER POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 6
 LG0918'INCHES AND THE DISK IS STAMPED HEDGE 1950.
 LG0918'
 LG0918'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN THE
 LG0918'CITY OF YORK, GO NORTH ON U.S. HIGHWAY 81 FOR 3.0 MILES TO A
 LG0918'CROSSROADS.  TURN LEFT (WEST) AND FOLLOW GRAVEL ROAD FOR 4.9 MILES
 LG0918'TO A CROSSROADS AND AZIMUTH MARK IN THE SOUTHWEST ANGLE.  CONTINUE
 LG0918'WEST FOR 0.5 MILE TO A FARM DRIVE ON RIGHT AND STATION MARK AS
 LG0918'DESCRIBED.
 LG0918'
 LG0918'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0918
 LG0918                          STATION RECOVERY (1978)
 LG0918
 LG0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LG0918'SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LG0918'CONDITION.  REFERENCE MARK 1 WAS FOUND LYING IN A DITCH
 LG0918'DESTROYED.  REFERENCE MARK 2 WAS FOUND BUT WAS LOOSE DUE TO FARMING
 LG0918'OPERATIONS AND AN ANIMAL HAS DUG A BURROW ALONGSIDE THE MARK.  THE
 LG0918'DISTANCE TO THE MARK WAS FOUND TO BE 0.02 FOOT SHORTER AND THE ANGLE
 LG0918'FROM THE AZIMUTH MARK DIFFERED BY 1 MINUTE, 24 SECONDS
 LG0918'LARGER.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND THE DISK WAS
 LG0918'SALVAGED FROM REFERENCE MARK 1.  REFERENCE MARK 2 WAS LEFT INTACT BUT
 LG0918'SHOULD NO LONGER BE CONSIDERED RELIABLE.  FOLLOWING IS A COMPLETE NEW
 LG0918'DESCRIPTION.
 LG0918'
 LG0918'STATION IS ABOUT 7-1/2 MILES NORTHWEST OF YORK, 6-1/2 MILES
 LG0918'SOUTHWEST OF BENEDICT AND ON PROPERTY OWNED BY RUSS WILLIAMS, 4 ARBOR
 LG0918'HEIGHTS, YORK, NEBRASKA 68467, TELEPHONE 402-362 3728.  PROPERTY IS
 LG0918'FARMED BY ERWIN OTTE, 1325 HARRE LANE, YORK, NEBRASKA, TELEPHONE
 LG0918'402-362 7606.
 LG0918'
 LG0918'TO REACH FROM THE POST OFFICE IN YORK, GO NORTH ON U.S. HIGHWAY 81 FOR
 LG0918'5.6 MILES TO A GRADED CROSSROAD, TURN LEFT AND GO WEST ON THE GRADED
 LG0918'ROAD FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE SOUTHWEST
 LG0918'ANGLE OF AN INTERSECTION.  CONTINUE WEST FOR 0.5 MILE TO THE STATION
 LG0918'ON THE RIGHT.
 LG0918'
 LG0918'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HEDGE 1950---SET
 LG0918'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 LG0918'GROUND SURFACE.  IT IS 57 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LG0918'10 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 1 FOOT SOUTH OF A
 LG0918'WITNESS POST AND 1/2 FOOT WEST OF A FENCE.  UNDERGROUND MARK WAS NOT
 LG0918'INSPECTED.
 LG0918'
 LG0918'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HEDGE NO 2 1950---SET
 LG0918'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LG0918'INCHES.  IT IS 90 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 40
 LG0918'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD AND 1 FOOT NORTH OF A
 LG0918'FENCE.
 LG0918'
 LG0918'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HEDGE 1950 NO 3
 LG0918'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 LG0918'FLUSH.  IT IS 34.0 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD,
 LG0918'15.0 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 1 FOOT EAST OF A
 LG0918'WITNESS POST, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS
 LG0918'THE STATION.
 LG0918'
 LG0918'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HEDGE 1950 NO 4
 LG0918'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 LG0918'FLUSH.  IT IS 87.0 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD,
 LG0918'9.0 FEET EAST OF THE CENTERLINE OF THE FIELD ROAD, 1 FOOT WEST OF A
 LG0918'FENCE, 1 FOOT SOUTH OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE
 LG0918'STATION.
 LG0918'
 LG0918'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HEDGE 1950---SET IN THE
 LG0918'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE
 LG0918'GROUND.  IT IS 40 FEET WEST OF THE CENTERLINE OF THE NORTH/SOUTH
 LG0918'GRADED ROAD, 32 FEET SOUTH OF THE CENTERLINE OF THE EAST/WEST GRADED
 LG0918'ROAD, 1.5 FEET WEST OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN THE
 LG0918'ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1739 ***********************************************************************
 NM1739  DESIGNATION -  HEIL
 NM1739  PID         -  NM1739
 NM1739  STATE/COUNTY-  NE/DIXON
 NM1739  COUNTRY     -  US
 NM1739  USGS QUAD   -  PONCA (2017)
 NM1739
 NM1739                         *CURRENT SURVEY CONTROL
 NM1739  ______________________________________________________________________
 NM1739* NAD 83(1995) POSITION- 42 36 20.53074(N) 096 43 00.31139(W)   ADJUSTED
 NM1739* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 NM1739  ______________________________________________________________________
 NM1739  GEOID HEIGHT    -        -25.572 (meters)                     GEOID18
 NM1739  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 NM1739  HORZ ORDER      -  THIRD
 NM1739
 NM1739.The horizontal coordinates were established by classical geodetic methods
 NM1739.and adjusted by the National Geodetic Survey in August 1997.
 NM1739
 NM1739.The orthometric height was scaled from a topographic map.
 NM1739
 NM1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1739.GEOID18 height accuracy estimate available here.
 NM1739
 NM1739.Click photographs - Photos may exist for this station.
 NM1739
 NM1739.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1739
 NM1739. The following values were computed from the NAD 83(1995) position.
 NM1739
 NM1739;                    North         East     Units Scale Factor Converg.
 NM1739;SPC NE       -   312,937.091   769,317.621   MT  0.99984317   +2 10 32.9
 NM1739;SPC NE       - 1,026,694.44  2,524,002.89   sFT  0.99984317   +2 10 32.9
 NM1739;SPC SD S     -    36,719.585   896,702.601   MT  1.00006165   +2 29 41.7
 NM1739;SPC SD S     -   120,470.84  2,941,931.78   sFT  1.00006165   +2 29 41.7
 NM1739;UTM  14      - 4,719,557.263   687,293.475   MT  1.00003160   +1 32 45.9
 NM1739
 NM1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1739!SPC NE       -   0.99994141  x   0.99984317  =   0.99978459
 NM1739!SPC SD S     -   0.99994141  x   1.00006165  =   1.00000306
 NM1739!UTM  14      -   0.99994141  x   1.00003160  =   0.99997301
 NM1739
 NM1739:                Primary Azimuth Mark                     Grid Az
 NM1739:SPC NE       -  HEIL AZ MK                               149 14 11.1
 NM1739:SPC SD S     -  HEIL AZ MK                               148 55 02.3
 NM1739:UTM  14      -  HEIL AZ MK                               149 51 58.1
 NM1739
 NM1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8729319557(NAD 83)
 NM1739
 NM1739|---------------------------------------------------------------------|
 NM1739| PID    Reference Object                     Distance      Geod. Az  |
 NM1739|                                                           dddmmss.s |
 NM1739| NM1840 ELK POINT ST JOSEPHS CATH CH        APPROX. 9.2 KM 0194813.3 |
 NM1739| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.12.8 KM 0904527.1 |
 NM1739| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.13.0 KM 0912738.1 |
 NM1739| CO3668 HEIL RM 1                            11.079 METERS 11933     |
 NM1739| CO3667 HEIL AZ MK                                         1512444.0 |
 NM1739| CO3669 HEIL RM 2                            21.037 METERS 27540     |
 NM1739|---------------------------------------------------------------------|
 NM1739
 NM1739                          SUPERSEDED SURVEY CONTROL
 NM1739
 NM1739  NAD 83(1986)-  42 36 20.53503(N)    096 43 00.30706(W) AD(       ) 3
 NM1739  NAD 27      -  42 36 20.54800(N)    096 42 59.17000(W) AD(       ) 3
 NM1739
 NM1739.Superseded values are not recommended for survey control.
 NM1739
 NM1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1739.See file dsdata.pdf to determine how the superseded data were derived.
 NM1739
 NM1739_MARKER: DS = TRIANGULATION STATION DISK
 NM1739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1739_STAMPING: HEIL 1948
 NM1739_MARK LOGO: CGS
 NM1739_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1739
 NM1739  HISTORY     - Date     Condition        Report By
 NM1739  HISTORY     - 1948     MONUMENTED       CGS
 NM1739  HISTORY     - 20040309 POOR             DUCKS
 NM1739
 NM1739                          STATION DESCRIPTION
 NM1739
 NM1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1739'THE STATION IS LOCATED IN PONCA STATE PARK, 1/2 MILE WEST
 NM1739'AND 3 MILES NORTH OF PONCA, ON A BLUFF OVERLOOKING THE MISSOURI
 NM1739'RIVER TO THE EAST.  IT IS 25 FEET SOUTH OF A 4 INCH OAK TREE,
 NM1739'GROWING AT THE EDGE OF THE RIVER BLUFF.  THE DISK IS SET IN
 NM1739'CONCRETE IN A 6 INCH STOVEPIPE, PROJECTS 3 INCHES AND IS
 NM1739'STAMPED HEIL 1948.
 NM1739'
 NM1739'REFERENCE MARK NO 1 IS 36.35 FEET EAST OF THE STATION, AND
 NM1739'12 FEET WEST OF THE RIVER BLUFF.  IT IS SET IN CONCRETE
 NM1739'IN A 6 INCH STOVEPIPE, PROJECTS 8 INCHES, AND THE DISK IS
 NM1739'STAMPED HEIL NO 1 1943.
 NM1739'
 NM1739'REFERENCE MARK NO 2 IS 69.02 FEET WEST-SOUTHWEST OF THE STATION.
 NM1739'IT IS SET IN CONCRETE IN A 6 INCH STOVEPIPE, PROJECTS 6
 NM1739'INCHES, AND THE DISK IS STAMPED HEIL NO 2 1948.
 NM1739'
 NM1739'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHEAST OF THE
 NM1739'STATION, 11 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND
 NM1739'1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 8
 NM1739'INCHES AND THE DISK IS STAMPED HEIL 1948.
 NM1739'
 NM1739'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF
 NM1739'THE POST OFFICE, IN PONCA, GO WEST ON THE MAIN STREET FOR 0.1
 NM1739'MILE TO CROSS-STREETS, TURN RIGHT AND GO NORTH ON STATE
 NM1739'ROUTE 9, FOR 2.0 MILES TO A SIDE ROAD LEFT, CONTINUE ON STATE
 NM1739'ROUTE 9 FOR 0.85 TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 NM1739'AHEAD 0.1 MILE TO A FORK*.  TAKE LEFT FORK FOR 0.1 MILE TO
 NM1739'ANOTHER FORK, JUST AFTER CROSSING BRIDGE.  TAKE LEFT FORK
 NM1739'FOR 0.1 MILE TO A TRACK ROAD RIGHT AND HILL TOP TRAIL SIGN
 NM1739'ON RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD NORTH 0.05 MILE
 NM1739'TO A GARDEN.  BEAR RIGHT UP A STEEP HILL TO THE TOP OF THE
 NM1739'RIDGE.  BEAR RIGHT TO THE HIGHEST POINT AND THE STATION AS
 NM1739'DESCRIBED.
 NM1739'
 NM1739'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO RIGHT FOR 0.1
 NM1739'MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 NM1739'
 NM1739'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1739
 NM1739                          STATION RECOVERY (2004)
 NM1739
 NM1739'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NM1739'ALL THAT REMAINS OF THIS STATION IS A NUMBER 6 REBAR SET ABOUT ONE
 NM1739'FOOT BELOW THE SURFACE INSIDE A 4INCH PVC PIPE AND A STEEL WITNESS
 NM1739'POST NEARBY.  NO REFERENCE MONUMENTS COULD BE FOUND TO WITNESS THE
 NM1739'STATION.  THE REBAR FITS WGS84 LAT LONG BY SURVEY GRADE GPS FOR THE
 NM1739'LOCATION VERY WELL, BUT DO NOT KNOW ACCURACY OF THE POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0437 ***********************************************************************
 MN0437  DESIGNATION -  HEIN
 MN0437  PID         -  MN0437
 MN0437  STATE/COUNTY-  NE/DEUEL
 MN0437  COUNTRY     -  US
 MN0437  USGS QUAD   -  CHAPPELL SE (2017)
 MN0437
 MN0437                         *CURRENT SURVEY CONTROL
 MN0437  ______________________________________________________________________
 MN0437* NAD 83(1995) POSITION- 41 01 08.53464(N) 102 22 10.49299(W)   ADJUSTED
 MN0437* NAVD 88 ORTHO HEIGHT -  1137.    (meters)     3730.    (feet) SCALED
 MN0437  ______________________________________________________________________
 MN0437  GEOID HEIGHT    -        -20.239 (meters)                     GEOID18
 MN0437  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 MN0437  HORZ ORDER      -  SECOND
 MN0437
 MN0437.The horizontal coordinates were established by classical geodetic methods
 MN0437.and adjusted by the National Geodetic Survey in August 1997.
 MN0437
 MN0437.The orthometric height was scaled from a topographic map.
 MN0437
 MN0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0437.GEOID18 height accuracy estimate available here.
 MN0437
 MN0437.Click photographs - Photos may exist for this station.
 MN0437
 MN0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0437
 MN0437. The following values were computed from the NAD 83(1995) position.
 MN0437
 MN0437;                    North         East     Units Scale Factor Converg.
 MN0437;SPC NE       -   134,374.678   300,778.046   MT  0.99969446   -1 34 13.1
 MN0437;SPC NE       -   440,860.92    986,802.64   sFT  0.99969446   -1 34 13.1
 MN0437;UTM  13      - 4,544,203.668   721,169.477   MT  1.00020208   +1 43 37.4
 MN0437
 MN0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0437!SPC NE       -   0.99982478  x   0.99969446  =   0.99951930
 MN0437!UTM  13      -   0.99982478  x   1.00020208  =   1.00002683
 MN0437
 MN0437:                Primary Azimuth Mark                     Grid Az
 MN0437:SPC NE       -  HEIN AZ MK                               004 21 02.7
 MN0437:UTM  13      -  HEIN AZ MK                               001 03 12.2
 MN0437
 MN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2116944203(NAD 83)
 MN0437
 MN0437|---------------------------------------------------------------------|
 MN0437| PID    Reference Object                     Distance      Geod. Az  |
 MN0437|                                                           dddmmss.s |
 MN0437| CP8194 HEIN AZ MK                                         0024649.6 |
 MN0437| CP8195 HEIN RM 1                            20.550 METERS 10155     |
 MN0437| LK0510 JULESBURG MUNICIPAL TANK            APPROX. 9.8 KM 1104907.6 |
 MN0437| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.16.2 KM 1303840.1 |
 MN0437| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX.19.3 KM 1421142.2 |
 MN0437| LK0517 OVID GREAT WESTERN SUGAR CO TK      APPROX. 6.8 KM 1891658.3 |
 MN0437| LK0516 OVID MUNICIPAL TANK                 APPROX. 6.2 KM 1911214.7 |
 MN0437| CP8196 HEIN RM 2                            21.268 METERS 33912     |
 MN0437|---------------------------------------------------------------------|
 MN0437
 MN0437                          SUPERSEDED SURVEY CONTROL
 MN0437
 MN0437  NAD 83(1993)-  41 01 08.53452(N)    102 22 10.49325(W) AD(       ) 2
 MN0437  NAD 83(1992)-  41 01 08.53429(N)    102 22 10.49357(W) AD(       ) 2
 MN0437  NAD 83(1986)-  41 01 08.53357(N)    102 22 10.49335(W) AD(       ) 2
 MN0437  NAD 27      -  41 01 08.56600(N)    102 22 08.82060(W) AD(       ) 2
 MN0437
 MN0437.Superseded values are not recommended for survey control.
 MN0437
 MN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0437.See file dsdata.pdf to determine how the superseded data were derived.
 MN0437
 MN0437_MARKER: DS = TRIANGULATION STATION DISK
 MN0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0437_STAMPING: HEIN 1963
 MN0437_MARK LOGO: CGS
 MN0437_PROJECTION: FLUSH
 MN0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0437+STABILITY: SURFACE MOTION
 MN0437
 MN0437  HISTORY     - Date     Condition        Report By
 MN0437  HISTORY     - 1963     MONUMENTED       CGS
 MN0437
 MN0437                          STATION DESCRIPTION
 MN0437
 MN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0437'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF CHAPPELL,
 MN0437'6-1/4 MILES WEST-NORTHWEST OF JULESBURG, AND 4-1/2 MILES
 MN0437'NORTH-NORTHEAST OF OVID.  IT IS ON A LOW GRASSY HILL IN SANDY
 MN0437'PASTURE LAND PRESENTLY OWNED BY MR. WALTER HEIN.
 MN0437'
 MN0437'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL GO WEST 1/2
 MN0437'BLOCK ON U.S. HIGHWAY 30 TO THE JUNCTION WITH U.S. HIGHWAY 385.
 MN0437'TURN LEFT AND GO SOUTH AND SOUTHEAST ON U.S. HIGHWAY 385 FOR 5.9
 MN0437'MILES TO A CROSSROAD.  TURN LEFT, ACROSS RAILROAD TRACKS, AND
 MN0437'GO EAST 1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH 0.2
 MN0437'MILE TO A DRIVEWAY INTO A FARM YARD ON THE LEFT.  GO EAST IN THE
 MN0437'YARD THEN SOUTH AROUND THE CHICKEN HOUSE ABOUT 0.1 MILE TO A
 MN0437'WIRE GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 MN0437'SOUTH-SOUTHEAST ACROSS PASTURE 0.3 MILE TO A FENCE CORNER.
 MN0437'CONTINUE SOUTHEAST ON TRACK ROAD 0.2 MILE TO A FORK.  TAKE
 MN0437'LEFT FORK AND CONTINUE SOUTHEAST 0.4 MILE TO A SECOND FORK.
 MN0437'TAKE THE RIGHT FORK AND GO SOUTHWEST 0.2 MILE TO THE HIGHEST
 MN0437'POINT AND STATION.
 MN0437'
 MN0437'THE STATION MARK IS A STANDARD DISK STAMPED HEIN 1963 SET IN
 MN0437'THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE
 MN0437'OF THE GROUND.  IT IS 14.2 FEET NORTH OF A METAL WITNESS POST
 MN0437'SET IN AN EAST-WEST SECTION LINE FENCE.
 MN0437'
 MN0437'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEIN NO 1
 MN0437'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0437'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 1.4 FEET NORTH OF
 MN0437'THE EAST-WEST FENCE, AND ABOUT 6 FEET LOWER THAN THE STATION
 MN0437'MARK.
 MN0437'
 MN0437'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEIN NO 2
 MN0437'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0437'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 79.2 FEET NORTH
 MN0437'OF THE EAST-WEST FENCE, AND AT THE SAME ELEVATION AS THE STATION
 MN0437'MARK.
 MN0437'
 MN0437'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HEIN 1963 SET IN THE
 MN0437'TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE
 MN0437'OF THE GROUND.  IT IS 4.6 FEET WEST OF A FENCE CORNER POST,
 MN0437'1 FOOT SOUTH OF THE FENCE LINE, AND 2.5 FEET WEST OF A METAL
 MN0437'WITNESS POST WITH SIGN.
 MN0437'
 MN0437'TO REACH THE AZIMUTH MARK FROM THE FENCE CORNER MENTIONED IN THE
 MN0437'SECOND PARAGRAPH ABOVE, TURN LEFT AND GO EAST ALONG THE SOUTH
 MN0437'SIDE OF THE FENCE FOR 0.2 MILE TO A FENCE CORNER AND THE MARK
 MN0437'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0813 ***********************************************************************
 LG0813  DESIGNATION -  HELVEY
 LG0813  PID         -  LG0813
 LG0813  STATE/COUNTY-  NE/JEFFERSON
 LG0813  COUNTRY     -  US
 LG0813  USGS QUAD   -  WESTERN SW (2017)
 LG0813
 LG0813                         *CURRENT SURVEY CONTROL
 LG0813  ______________________________________________________________________
 LG0813* NAD 83(1995) POSITION- 40 15 45.94201(N) 097 13 20.52787(W)   ADJUSTED
 LG0813* NAVD 88 ORTHO HEIGHT -   460.    (meters)     1509.    (feet) SCALED
 LG0813  ______________________________________________________________________
 LG0813  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 LG0813  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 LG0813  HORZ ORDER      -  FIRST
 LG0813
 LG0813.The horizontal coordinates were established by classical geodetic methods
 LG0813.and adjusted by the National Geodetic Survey in August 1997.
 LG0813
 LG0813.The orthometric height was scaled from a topographic map.
 LG0813
 LG0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0813.GEOID18 height accuracy estimate available here.
 LG0813
 LG0813.Click photographs - Photos may exist for this station.
 LG0813
 LG0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0813
 LG0813. The following values were computed from the NAD 83(1995) position.
 LG0813
 LG0813;                    North         East     Units Scale Factor Converg.
 LG0813;SPC NE       -    51,475.637   736,214.710   MT  0.99989154   +1 50 26.6
 LG0813;SPC NE       -   168,882.99  2,415,397.76   sFT  0.99989154   +1 50 26.6
 LG0813;UTM  14      - 4,458,437.612   651,158.892   MT  0.99988127   +1 08 56.7
 LG0813
 LG0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0813!SPC NE       -   0.99993205  x   0.99989154  =   0.99982360
 LG0813!UTM  14      -   0.99993205  x   0.99988127  =   0.99981333
 LG0813
 LG0813:                Primary Azimuth Mark                     Grid Az
 LG0813:SPC NE       -  HELVEY AZ MK                             153 36 05.3
 LG0813:UTM  14      -  HELVEY AZ MK                             154 17 35.2
 LG0813
 LG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5115858437(NAD 83)
 LG0813
 LG0813|---------------------------------------------------------------------|
 LG0813| PID    Reference Object                     Distance      Geod. Az  |
 LG0813|                                                           dddmmss.s |
 LG0813| CN8765 HELVEY RM 5                          22.488 METERS 03057     |
 LG0813| CN8763 HELVEY RM 3                          18.923 METERS 03323     |
 LG0813| CN8761 HELVEY RM 1                          57.738 METERS 06755     |
 LG0813| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.20.4 KM 0773755.7 |
 LG0813| CN8760 HELVEY AZ MK                                       1552631.9 |
 LG0813| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.12.7 KM 2081903.8 |
 LG0813| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX.14.5 KM 2640512.3 |
 LG0813| CN8762 HELVEY RM 2                          56.312 METERS 29315     |
 LG0813| LG0843 DAYKIN MUNICIPAL TANK               APPROX. 9.4 KM 3151508.6 |
 LG0813| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX. 9.1 KM 3153300.3 |
 LG0813| CN8764 HELVEY RM 4                          21.670 METERS 31621     |
 LG0813| CN8766 HELVEY RM 6                          25.960 METERS 31817     |
 LG0813|---------------------------------------------------------------------|
 LG0813
 LG0813                          SUPERSEDED SURVEY CONTROL
 LG0813
 LG0813  NAD 83(1986)-  40 15 45.94859(N)    097 13 20.52729(W) AD(       ) 1
 LG0813  NAD 27      -  40 15 45.94700(N)    097 13 19.38800(W) AD(       ) 1
 LG0813
 LG0813.Superseded values are not recommended for survey control.
 LG0813
 LG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0813.See file dsdata.pdf to determine how the superseded data were derived.
 LG0813
 LG0813_MARKER: DS = TRIANGULATION STATION DISK
 LG0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0813_STAMPING: HELVEY 1935
 LG0813_MARK LOGO: CGS
 LG0813_PROJECTION: RECESSED 5 CENTIMETERS
 LG0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0813+STABILITY: SURFACE MOTION
 LG0813
 LG0813  HISTORY     - Date     Condition        Report By
 LG0813  HISTORY     - 1935     MONUMENTED       CGS
 LG0813  HISTORY     - 1950     GOOD             CGS
 LG0813  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0813  HISTORY     - 1959     GOOD             CGS
 LG0813  HISTORY     - 1970     GOOD             NGS
 LG0813
 LG0813                          STATION DESCRIPTION
 LG0813
 LG0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0813'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 5, T. 3 N.,
 LG0813'R. 2 E., ABOUT 2 MILES EAST OF HELVEY, 2.25 MILES WEST OF BOWER,
 LG0813'AND 13 MILES NORTHWEST OF FAIRBURY.  MARK IS SET ON HIGHEST
 LG0813'GROUND IN VICINITY, 28 FEET SOUTH OF CENTERLINE OF ROAD
 LG0813'
 LG0813'TO REACH FROM FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FROM
 LG0813'COURTHOUSE FOR 8.75 MILES, TURN LEFT (WEST) AND GO 2.25 MILES
 LG0813'TO STATION ON SOUTH SIDE OF ROAD.
 LG0813'
 LG0813'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION 126.45 FEET
 LG0813'(38.541 METERS) ON NORTH SIDE OF ROAD.
 LG0813'
 LG0813'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION 118.96 FEET
 LG0813'(36.258 METERS) ON NORTH SIDE OF ROAD.
 LG0813'
 LG0813'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF STATION ON
 LG0813'WEST SIDE OF ROAD IN FENCE CORNER, 30 FEET WEST OF CENTERLINE OF
 LG0813'ROAD.  TO REACH FROM STATION, GO EAST 0.2 MILE, THEN TURN RIGHT
 LG0813'AND GO SOUTH 0.5 MILE TO LANE TURNING WEST.  MARK IS IN
 LG0813'NORTHEAST FENCE CORNER.
 LG0813'
 LG0813'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0813
 LG0813                          STATION RECOVERY (1950)
 LG0813
 LG0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0813'THE STATION AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED AND
 LG0813'FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS NO. 1 AND 2
 LG0813'WERE DESTROYED DUE TO WIDENING OF THE ROAD.
 LG0813'
 LG0813'TWO NEW REFERENCE MARKS NO. 3 AND 4 WERE SET.
 LG0813'
 LG0813'THE 1935 DESCRIPTION BY C.I.A. IS ADEQUATE.
 LG0813'
 LG0813'REFERENCE MARK NO. 3 IS 29 FEET NORTH OF THE CENTERLINE OF THE
 LG0813'ROAD, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. THE MARK
 LG0813'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELVEY NO 3 1950.
 LG0813'
 LG0813'REFERENCE MARK NO. 4 IS 29 FEET NORTH OF THE CENTERLINE OF THE
 LG0813'ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 LG0813'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELVEY NO 4 1950.
 LG0813'
 LG0813'THE 1950 DIRECTION TO THE AZIMUTH MARK CHECKED WITH THE 1935.
 LG0813'
 LG0813'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LG0813
 LG0813                          STATION RECOVERY (1958)
 LG0813
 LG0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0813'STATION WAS SEARCHED AND DUG FOR BUT UNABLE TO FIND IT.  THERE IS
 LG0813'2 MORE REFERENCE MARKS SET NEAR THE REFERENCE MARKS 1 AND 2.  THE
 LG0813'TABLETS HAVE BEEN TAKEN OUT OF REFERENCE MARKS 1 AND 2.
 LG0813'
 LG0813'REFERENCE MARKS 3 AND 4 WAS SET.
 LG0813'
 LG0813'HELVEY LA PLACE REFERENCE MARKS 1 AND 2 OKAY, AND DISTANCE OKAY
 LG0813'AS GIVEN IN NOTES.  (TAPED)
 LG0813
 LG0813                          STATION RECOVERY (1959)
 LG0813
 LG0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0813'STATION WAS RECOVERED AS DESCRIBED BY J.C.T. IN 1950 AND ALL MARKS
 LG0813'WERE FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL
 LG0813'DESTROY THE REFERENCE MARKS, SO THEY WERE MOVED.  A COMPLETE
 LG0813'DESCRIPTION FOLLOWS.
 LG0813'
 LG0813'STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF FAIRBURY AND
 LG0813'2 MILES EAST OF THE SMALL VILLAGE OF HELVEY AND 1/4 MILE WEST OF
 LG0813'THE NORTHEAST CORNER OF SECTION 5, T 3 N., R 2 E ON THE ROAD
 LG0813'RIGHT-OF-WAY, 28 FEET SOUTH OF THE CENTER OF A GRADED COUNTY
 LG0813'ROAD, 10 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCELINE, AND
 LG0813'1.5 FEET EAST OF A NEW WITNESS POST SIGN WHICH PROJECTS ABOUT 4
 LG0813'FEET.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LG0813'HELVEY 1935.
 LG0813'
 LG0813'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 LG0813'SQUARE IN FAIRBURY, GO EAST ON 5TH STREET FOR 0.5 MILE TO
 LG0813'STATE HIGHWAY 15.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 15 FOR
 LG0813'0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 3.  CONTINUE NORTH OF
 LG0813'STATE HIGHWAY 15 FOR 8.2 MILES TO CROSSROADS AND SCHOOL IN THE
 LG0813'NORTHWEST ANGLE OF INTERSECTION.  TURN LEFT AND GO WEST ON A
 LG0813'GRADED COUNTY ROAD FOR 2.25 MILES TO THE STATION ON THE LEFT AS
 LG0813'DESCRIBED.
 LG0813'
 LG0813'REFERENCE MARK NO. 5 IS 73.78 FEET NORTHEAST OF THE STATION,
 LG0813'37 FEET NORTH OF THE CENTER OF GRADED ROAD, 1 FOOT SOUTH OF
 LG0813'FENCE, AND 1 FOOT WEST OF WITNESS POST.  THE MARK PROJECTS 2
 LG0813'INCHES AND THE DISK IS STAMPED HELVEY NO 5 1935.
 LG0813'
 LG0813'REFERENCE MARK NO. 6 IS 85.17 FEET NORTHWEST OF THE STATION, 37
 LG0813'FEET NORTH OF THE CENTER OF GRADED ROAD, 1 FOOT SOUTH OF FENCE,
 LG0813'AND 1 FOOT EAST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 LG0813'THE DISK IS STAMPED HELVEY NO 6 1935.
 LG0813'
 LG0813'AZIMUTH MARK IS 0.55 MILE SOUTH-SOUTHEAST OF THE STATION, 34
 LG0813'FEET WEST OF THE CENTER OF GRAVEL ROAD, 8 FEET WEST OF A FENCE
 LG0813'CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 LG0813'AND THE DISK IS STAMPED HELVEY 1935.
 LG0813'
 LG0813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25 MILE
 LG0813'TO CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 0.5 MILE ON GRAVEL
 LG0813'ROAD TO THE AZIMUTH MARK ON THE RIGHT.
 LG0813'
 LG0813'THE DISTANCE BETWEEN REFERENCE MARKS IS 94.55 FEET.
 LG0813
 LG0813                          STATION RECOVERY (1970)
 LG0813
 LG0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0813'THE STATION MARK, REFERENCE MARK NO. 5, REFERENCE MARK NO. 6,
 LG0813'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0813'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0813'ADEQUATE FOR RECOVERY.
 LG0813'
 LG0813'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE AZIMUTH MARK.
 LG0813'
 LG0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 LG0813'NNW OF FAIRBURY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0814 ***********************************************************************
 LG0814  DESIGNATION -  HELVEY LAPLACE 2 AZ MK
 LG0814  PID         -  LG0814
 LG0814  STATE/COUNTY-  NE/JEFFERSON
 LG0814  COUNTRY     -  US
 LG0814  USGS QUAD   -  WESTERN SW (2017)
 LG0814
 LG0814                         *CURRENT SURVEY CONTROL
 LG0814  ______________________________________________________________________
 LG0814* NAD 83(1995) POSITION- 40 19 13.82891(N) 097 11 58.89689(W)   NO CHECK
 LG0814* NAVD 88 ORTHO HEIGHT -   456.    (meters)     1496.    (feet) SCALED
 LG0814  ______________________________________________________________________
 LG0814  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 LG0814  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 LG0814  HORZ ORDER      -  SECOND
 LG0814
 LG0814.The horizontal coordinates were established by classical geodetic methods
 LG0814.and adjusted by the National Geodetic Survey in August 1997.
 LG0814
 LG0814.No horizontal observational check was made to the station.
 LG0814
 LG0814.The orthometric height was scaled from a topographic map.
 LG0814
 LG0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0814.GEOID18 height accuracy estimate available here.
 LG0814
 LG0814.Click photographs - Photos may exist for this station.
 LG0814
 LG0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0814
 LG0814. The following values were computed from the NAD 83(1995) position.
 LG0814
 LG0814;                    North         East     Units Scale Factor Converg.
 LG0814;SPC NE       -    57,945.885   737,934.761   MT  0.99987046   +1 51 20.7
 LG0814;SPC NE       -   190,110.79  2,421,040.96   sFT  0.99987046   +1 51 20.7
 LG0814;UTM  14      - 4,464,886.665   652,956.870   MT  0.99988800   +1 09 54.5
 LG0814
 LG0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0814!SPC NE       -   0.99993267  x   0.99987046  =   0.99980314
 LG0814!UTM  14      -   0.99993267  x   0.99988800  =   0.99982068
 LG0814
 LG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5295664886(NAD 83)
 LG0814
 LG0814|---------------------------------------------------------------------|
 LG0814| PID    Reference Object                     Distance      Geod. Az  |
 LG0814|                                                           dddmmss.s |
 LG0814| LG0815 HELVEY LAPLACE AZI                   12.250 METERS 01645     |
 LG0814| CN8767 HELVEY LAPLACE AZI RM 1              67.333 METERS 05236     |
 LG0814| CN8769 HELVEY LAPLACE AZI RM 3              67.266 METERS 11908     |
 LG0814|---------------------------------------------------------------------|
 LG0814
 LG0814                          SUPERSEDED SURVEY CONTROL
 LG0814
 LG0814  NAD 83(1986)-  40 19 13.83576(N)    097 11 58.89634(W) AD(       ) 2
 LG0814  NAD 27      -  40 19 13.83300(N)    097 11 57.75600(W) AD(       ) 2
 LG0814
 LG0814.Superseded values are not recommended for survey control.
 LG0814
 LG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0814.See file dsdata.pdf to determine how the superseded data were derived.
 LG0814
 LG0814_MARKER: DS = TRIANGULATION STATION DISK
 LG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0814_STAMPING: HELVEY 2 LAP AZI 1962
 LG0814_MARK LOGO: CGS
 LG0814_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0814+STABILITY: SURFACE MOTION
 LG0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0814+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1998
 LG0814
 LG0814  HISTORY     - Date     Condition        Report By
 LG0814  HISTORY     - 1962     MONUMENTED       CGS
 LG0814  HISTORY     - 1970     GOOD             NGS
 LG0814  HISTORY     - 19981102 GOOD             NEDR
 LG0814  HISTORY     - 20040531 POOR             USPSQD
 LG0814
 LG0814                          STATION DESCRIPTION
 LG0814
 LG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0814'STATION IS LOCATED ABOUT 13 MILES NORTH OF FAIRBURY, 5 MILES
 LG0814'SOUTH OF WESTERN, AND 4-1/2 MILES NORTH-NORTHEAST OF
 LG0814'TRIANGULATION STATION HELVEY 1935, AND 1 MILE WEST OF THE JUNCTION
 LG0814'OF STATE HIGHWAYS 4 AND 15 AT A CROSSROADS IN THE NE 1/4, SEC.
 LG0814'15, T. 4 N., R 2 E, 311 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0814'OF THE EV. LUTHERAN CHURCH IN THE NE ANGLE OF THE INTERSECTION,
 LG0814'200 FEET WEST OF THE WEST CONCRETE HEADWALL FOR CULVERT ON
 LG0814'NORTH-SOUTH ROAD, 22 FEET WEST OF A POWER POLE, 58 FEET SOUTH
 LG0814'OF THE CENTER OF STATE HIGHWAY 4, AND 1.5 FEET EAST OF A NEW
 LG0814'WITNESS POST SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LG0814'STAMPED HELVEY LAP AZI 2 1962.
 LG0814'
 LG0814'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 LG0814'SQUARE IN FAIRBURY, GO EAST ON 5TH STREET FOR 0.5 MILE TO STATE
 LG0814'HIGHWAY 15.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 15 FOR 0.7
 LG0814'MILE TO THE JUNCTION OF US HIGHWAY 136 AND STATE HIGHWAY 3.
 LG0814'CROSS THESE HIGHWAYS AND CONTINUE NORTH ON STATE HIGHWAY 15 FOR
 LG0814'12.2 MILES TO THE JUNCTION OF STATE HIGHWAY 4 GOING WEST.  TURN
 LG0814'LEFT AND GO WEST FOR 1.0 MILE TO THE EV. LUTHERAN CHURCH ON THE
 LG0814'RIGHT AND CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.
 LG0814'
 LG0814'REFERENCE MARK NO 1 IS 220.91 FEET NORTHEAST OF THE STATION, 98
 LG0814'FEET WEST OF THE SOUTHWEST CORNER OF THE EV. LUTHERAN CHURCH, 75
 LG0814'FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 4 AND A
 LG0814'NORTH-SOUTH GRAVEL ROAD, 62 FEET NORTH OF THE CENTER OF STATE
 LG0814'HIGHWAY 4, 45 FEET WEST OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD,
 LG0814'26 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A
 LG0814'STEEL POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG0814'AND THE DISK IS STAMPED HELVEY LAP AZI NO 1 1935.
 LG0814'
 LG0814'REFERENCE MARK NO. 3 IS 220.69 FEET EAST-SOUTHEAST OF THE STATION,
 LG0814'190 FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 4 AND NORTH-SOUTH
 LG0814'GRAVEL ROAD, 118 FEET SOUTH OF THE SOUTH END OF THE WEST
 LG0814'CONCRETE HEADWALL FOR CULVERT, 34 FEET WEST OF THE CENTER OF
 LG0814'GRAVEL ROAD, AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 LG0814'PROJECTS 6 INCHES AND THE DISK IS STAMPED HELVEY LAP AZI NO 3
 LG0814'1935.
 LG0814'
 LG0814'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0814
 LG0814                          STATION RECOVERY (1970)
 LG0814
 LG0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0814'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 3
 LG0814'WERE RECOVERED AS DESCRIBED IN 1962 AND ALL MARKS WERE FOUND IN
 LG0814'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG0814'
 LG0814'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 LG0814'
 LG0814'REFERENCE MARK NO. 1 IS 20 FEET NORTHWEST OF A TELEPHONE POLE AND
 LG0814'A UNDERGROUND TELEPHONE CABLE BOX.
 LG0814'
 LG0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LG0814'SOUTH OF WESTERN.
 LG0814
 LG0814                          STATION RECOVERY (1998)
 LG0814
 LG0814'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0814'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4, AT MILEPOST 131+52, IN
 LG0814'THE NE1/4, SEC16, T4N, R2E. OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.
 LG0814'TELEPHONE 402.479 4379.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS
 LG0814'15 AND 44, 6.0 MI (9.7 KM) EAST OF DAYKIN, GO WEST ON HIGHWAY 4 FOR
 LG0814'1.05 MI (1.69 KM) TO THE STATION ON THE LEFT.  IT IS A STANDARD DISK,
 LG0814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH, THAT IS 17.30 M
 LG0814'(56.76 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 67.333 M (220.908
 LG0814'FT) SOUTHWEST OF REFERENCE MARK 1, WHICH HAS BEEN HIT BY FARM
 LG0814'EQUIPMENT, 57.96 M (190.16 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 LG0814'OF A BURIED TELEPHONE CABLE, PEDESTAL BOX, 10.65 M (34.94 FT)
 LG0814'EAST-NORTHEAST OF A NAIL IN A GUYED, POWER POLE, AND 0.5 M (1.6 FT)
 LG0814'EAST-NORTHEAST OF A WITNESS POST.
 LG0814
 LG0814                          STATION RECOVERY (2004)
 LG0814
 LG0814'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0814'REFERENCE MARK NO. 1 FOUND BUT IT HAS A CHIPPED EDGE WITH A PIE-SHAPED
 LG0814'PIECE OF THE MARK MISSING.  STATION AND REFERENCE MARK NO. 3 NOT
 LG0814'SEARCHED FOR THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0815 ***********************************************************************
 LG0815  DESIGNATION -  HELVEY LAPLACE AZI
 LG0815  PID         -  LG0815
 LG0815  STATE/COUNTY-  NE/JEFFERSON
 LG0815  COUNTRY     -  US
 LG0815  USGS QUAD   -  WESTERN SW (2017)
 LG0815
 LG0815                         *CURRENT SURVEY CONTROL
 LG0815  ______________________________________________________________________
 LG0815* NAD 83(1995) POSITION- 40 19 14.20923(N) 097 11 58.74741(W)   ADJUSTED
 LG0815* NAVD 88 ORTHO HEIGHT -   456.    (meters)     1496.    (feet) SCALED
 LG0815  ______________________________________________________________________
 LG0815  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 LG0815  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 LG0815  HORZ ORDER      -  FIRST
 LG0815
 LG0815.The horizontal coordinates were established by classical geodetic methods
 LG0815.and adjusted by the National Geodetic Survey in August 1997.
 LG0815
 LG0815.The orthometric height was scaled from a topographic map.
 LG0815
 LG0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0815.GEOID18 height accuracy estimate available here.
 LG0815
 LG0815.Click photographs - Photos may exist for this station.
 LG0815
 LG0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0815
 LG0815. The following values were computed from the NAD 83(1995) position.
 LG0815
 LG0815;                    North         East     Units Scale Factor Converg.
 LG0815;SPC NE       -    57,957.723   737,937.908   MT  0.99987042   +1 51 20.8
 LG0815;SPC NE       -   190,149.63  2,421,051.29   sFT  0.99987042   +1 51 20.8
 LG0815;UTM  14      - 4,464,898.464   652,960.160   MT  0.99988801   +1 09 54.6
 LG0815
 LG0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0815!SPC NE       -   0.99993267  x   0.99987042  =   0.99980310
 LG0815!UTM  14      -   0.99993267  x   0.99988801  =   0.99982069
 LG0815
 LG0815:                Primary Azimuth Mark                     Grid Az
 LG0815:SPC NE       -  PLACEK                                   040 07 37.2
 LG0815:UTM  14      -  PLACEK                                   040 49 03.4
 LG0815
 LG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5296064898(NAD 83)
 LG0815
 LG0815|---------------------------------------------------------------------|
 LG0815| PID    Reference Object                     Distance      Geod. Az  |
 LG0815|                                                           dddmmss.s |
 LG0815| LG0816 WESTERN ST JOHANNIS CH SPIRE        APPROX. 7.8 KM 0033446.1 |
 LG0815| LG0808 PLACEK                              APPROX.12.2 KM 0415858.0 |
 LG0815| CN8767 HELVEY LAPLACE AZI RM 1              57.738 METERS 05945     |
 LG0815| CN8768 HELVEY LAPLACE AZI RM 2              36.253 METERS 09718     |
 LG0815| CN8769 HELVEY LAPLACE AZI RM 3              70.918 METERS 12852     |
 LG0815| LG0818 JANSEN MUNICIPAL TANK               APPROX.18.0 KM 1463755.7 |
 LG0815| LG0814 HELVEY LAPLACE 2 AZ MK               12.250 METERS 19645     |
 LG0815| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.19.3 KM 2042019.2 |
 LG0815| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX. 8.3 KM 2702439.9 |
 LG0815|---------------------------------------------------------------------|
 LG0815
 LG0815                          SUPERSEDED SURVEY CONTROL
 LG0815
 LG0815  NAD 83(1986)-  40 19 14.21608(N)    097 11 58.74686(W) AD(       ) 1
 LG0815  NAD 27      -  40 19 14.21300(N)    097 11 57.60700(W) AD(       ) 1
 LG0815
 LG0815.Superseded values are not recommended for survey control.
 LG0815
 LG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0815.See file dsdata.pdf to determine how the superseded data were derived.
 LG0815
 LG0815_MARKER: DZ = AZIMUTH MARK DISK
 LG0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0815_STAMPING: HELVEY LAP AZI 1935
 LG0815_MARK LOGO: CGS
 LG0815_PROJECTION: RECESSED 36 CENTIMETERS
 LG0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0815+STABILITY: SURFACE MOTION
 LG0815
 LG0815  HISTORY     - Date     Condition        Report By
 LG0815  HISTORY     - 1935     MONUMENTED       CGS
 LG0815  HISTORY     - 1935     GOOD             CGS
 LG0815  HISTORY     - 1959     GOOD             CGS
 LG0815  HISTORY     - 1962     GOOD             CGS
 LG0815
 LG0815                          STATION DESCRIPTION
 LG0815
 LG0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0815'STATION IS ABOUT 4-1/2 MILES NORTHEAST OF TRIANGULATION STATION
 LG0815'HELVEY, ON PROPERTY OF H.G. BUTT.
 LG0815'
 LG0815'REACHED FROM THE NORTHEAST CORNER OF COURTHOUSE IN FAIRBURY BY
 LG0815'GOING NORTH ON STATE HIGHWAY 15 FOR 14 MILES TO INTERSECTION WITH
 LG0815'STATE HIGHWAY 14.  MARK IS IN SOUTHWEST ANGLE, 214 FEET WEST OF
 LG0815'CENTERLINE OF STATE HIGHWAY 15, 45 FEET SOUTH OF CENTERLINE OF
 LG0815'STATE HIGHWAY 14, 13 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.
 LG0815'MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0815'
 LG0815'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, IN NORTH PART OF
 LG0815'Y-INTERSECTION, 45 FEET WEST OF CENTERLINE OF STATE HIGHWAY 15,
 LG0815'52 FEET NORTH OF CROSS ROAD, AND 33 FEET SOUTH OF NORTH TURN-OFF.
 LG0815'MARK PROJECTS 4 INCHES.
 LG0815'
 LG0815'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION, IN SOUTH PART OF
 LG0815'INTERSECTION, 32 FEET WEST OF CENTERLINE OF STATE HIGHWAY 15,
 LG0815'69 FEET SOUTH OF CROSS ROAD, AND 27 FEET NORTH OF SOUTH TURN-OFF.
 LG0815'MARK PROJECTS 4 INCHES.
 LG0815'
 LG0815'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0815
 LG0815                          STATION RECOVERY (1935)
 LG0815
 LG0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 LG0815'ERRORS AND MISTATEMENTS IN ORIGINAL DESCRIPTION AS FOLLOWS-
 LG0815'
 LG0815'STATION IS NOT ON THE HIGHEST GROUND IN THE VICINITY.  STATION IS
 LG0815'NOT AT THE JUNCTION OF STATE HIGHWAYS 15 AND 14 BUT AT THE
 LG0815'JUNCTION OF STATE HIGHWAYS 15 AND 4.  MARK IS STAMPED H-LVEY.
 LG0815'STATION HELVEY IS NOT VISIBLE FROM THE GROUND.
 LG0815'
 LG0815'CORRECTED DIRECTIONS FOR REACHING STATION- IT IS 5.1 MILES SOUTH
 LG0815'OF WESTERN, AND 13 MILES NORTH AND 1 MILE WEST OF FAIRBURY.
 LG0815'
 LG0815'REACHED FROM WESTERN BY FOLLOWING STATE HIGHWAY 15 SOUTH 5.1
 LG0815'MILES TO JUNCTION WITH STATE HIGHWAY 4, AT CHURCH CORNER.  TO
 LG0815'REACH FROM FAIRBURY, FOLLOW STATE HIGHWAY 15 NORTH 12 MILES TO
 LG0815'JUNCTION WITH STATE HIGHWAY 4, TURN WEST ON STATE HIGHWAYS 4 AND
 LG0815'15, GO WEST 1 MILE THEN NORTH 1 MILE TO CHURCH CORNER (RED BRICK
 LG0815'CHURCH AT NORTHEAST CORNER OF ROAD INTERSECTIONS).  STATION IS
 LG0815'3 PACES SOUTH OF WIRE GATE IN FENCE AT SOUTH SIDE OF ROAD AT
 LG0815'POINT OF TANGENCY OF CURVE MAKING JUNCTION WITH STATE HIGHWAYS
 LG0815'4 AND 15.  AT THIS POINT HIGHWAY 4 LEADS WEST AND HIGHWAY 15
 LG0815'NORTH.  STATION IS SOUTHWEST OF ROAD INTERSECTION.
 LG0815
 LG0815                          STATION RECOVERY (1959)
 LG0815
 LG0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0815'THIS STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LG0815'CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY REFERENCE MARK
 LG0815'NO. 2.  IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0815'
 LG0815'STATION IS LOCATED ABOUT 13 MILES NORTH OF FAIRBURY, 5 MILES
 LG0815'SOUTH OF WESTERN, AND 4 AND 1/2 MILES NORTHEAST OF TRIANGULATION
 LG0815'STATION HELVEY AT THE JUNCTION OF STATE HIGHWAYS 4 AND 15 AND
 LG0815'THE EV. LUTHERAN CHURCH IN THE SOUTHWEST ANGLE OF THE
 LG0815'INTERSECTION, ABOUT 100 YARDS WEST-SOUTHWEST OF CHURCH IN A
 LG0815'CULTIVATED FIELD, 189 FEET WEST OF THE NORTH END OF THE WEST
 LG0815'CONCRETE HEADWALL FOR A CULVERT UNDER NORTH-SOUTH GRAVEL ROAD,
 LG0815'45 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 4, 19 FEET
 LG0815'SOUTHWEST OF A POWER POLE, AND 15 FEET SOUTH OF A FENCE AND A
 LG0815'NEW WITNESS SIGN POST.  THE MARK IS 14 INCHES BELOW THE
 LG0815'SURFACE OF THE GROUND AND THE DISK IS STAMPED HELVEY LAP
 LG0815'AZI 1935.
 LG0815'
 LG0815'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN FAIRBURY,
 LG0815'GO NORTH ON STATE HIGHWAY 15 FOR 12.0 MILES TO JUNCTION WITH
 LG0815'STATE HIGHWAY 4.  CONTINUE NORTH ON STATE HIGHWAYS 4 AND 15 FOR
 LG0815'1.0 MILE.  TURN LEFT AND GO WEST ON STATE HIGHWAYS 4 AND 15 FOR
 LG0815'1.0 MILE TO THEIR JUNCTION AT CHURCH AND THE STATION AS
 LG0815'DESCRIBED.
 LG0815'
 LG0815'REFERENCE MARK NO. 1 IS 189.43 FEET EAST-NORTHEAST OF THE STATION,
 LG0815'98 FEET WEST OF THE SOUTHWEST CORNER OF THE EV. LUTHERAN CHURCH,
 LG0815'75 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 4 AND STATE
 LG0815'HIGHWAY 15 NORTH, 52 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4,
 LG0815'45 FEET WEST OF THE CENTER OF STATE HIGHWAY 15, 26 FEET NORTHWEST
 LG0815'OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF STEEL POST.  THE MARK
 LG0815'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG0815'HELVEY LAP AZI NO 1 1935.
 LG0815'
 LG0815'REFERENCE MARK NO. 3 IS 232.67 FEET SOUTHEAST OF THE STATION,
 LG0815'190 FEET SOUTH OF THE CROSSROADS (STATE HIGHWAY 4 AND STATE
 LG0815'HIGHWAY 15 GOING NORTH), 118 FEET SOUTH OF THE SOUTH END OF THE
 LG0815'WEST CONCRETE HEADWALL FOR CULVERT, 34 FEET WEST OF THE CENTER
 LG0815'OF GRAVEL ROAD, 2 FEET SOUTH OF TELEPHONE POLE, AND IN THE
 LG0815'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0815'HELVEY LAP AZI NO 3 1935.
 LG0815
 LG0815                          STATION RECOVERY (1962)
 LG0815
 LG0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0815'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0815'IN GOOD CONDITION.  STATION HELVEY IS NOT VISIBLE FROM THE
 LG0815'GROUND AT THIS STATION.  ROAD CONSTRUCTION WORK ALONG STATE
 LG0815'HIGHWAY 4 WILL DESTROY THE STATION MARK, SO A NEW STATION, HELVEY
 LG0815'LA PLACE AZIMUTH 2, WAS ESTABLISHED.  FOR DETAILS, SEE THE
 LG0815'DESCRIPTION.  THE DISK WAS REMOVED FROM THE CONCRETE BLOCK FOR
 LG0815'THE SURFACE MARK FOR THIS STATION.  THE UNDERGROUND MARK WAS
 LG0815'LEFT IN PLACE AND IT WILL BE BURIED UNDER THE GRADE OF THE NEW
 LG0815'HIGHWAY ON THE SOUTH SHOULDER.  EVERY EFFORT WAS MADE TO MOVE
 LG0815'THIS STATION ON LINE TOWARD TRIANGULATION STATION HELVEY
 LG0815'1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0340 ***********************************************************************
 NP0340  CBN         -  This is a Cooperative Base Network Control Station.
 NP0340  DESIGNATION -  HEMINGFORD
 NP0340  PID         -  NP0340
 NP0340  STATE/COUNTY-  NE/BOX BUTTE
 NP0340  COUNTRY     -  US
 NP0340  USGS QUAD   -  HEMINGFORD (2017)
 NP0340
 NP0340                         *CURRENT SURVEY CONTROL
 NP0340  ______________________________________________________________________
 NP0340* NAD 83(2011) POSITION- 42 17 48.27512(N) 103 02 45.87130(W)   ADJUSTED
 NP0340* NAD 83(2011) ELLIP HT-  1274.106 (meters)        (06/27/12)   ADJUSTED
 NP0340* NAD 83(2011) EPOCH   -  2010.00
 NP0340* NAVD 88 ORTHO HEIGHT -  1292.427 (meters)     4240.24  (feet) ADJUSTED
 NP0340  ______________________________________________________________________
 NP0340  GEOID HEIGHT    -        -18.316 (meters)                     GEOID18
 NP0340  NAD 83(2011) X  - -1,066,781.420 (meters)                     COMP
 NP0340  NAD 83(2011) Y  - -4,603,843.869 (meters)                     COMP
 NP0340  NAD 83(2011) Z  -  4,270,898.908 (meters)                     COMP
 NP0340  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 NP0340  DYNAMIC HEIGHT  -       1291.673 (meters)     4237.76  (feet) COMP
 NP0340  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 NP0340
 NP0340  VERT ORDER      -  FIRST     CLASS II
 NP0340
 NP0340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0340  Standards:
 NP0340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0340  -------------------------------------------------------------------
 NP0340  NETWORK    0.59   1.59           0.28   0.18   0.81     -0.05202428
 NP0340  -------------------------------------------------------------------
 NP0340  Click here for local accuracies and other accuracy information.
 NP0340
 NP0340.The horizontal coordinates were established by GPS observations
 NP0340.and adjusted by the National Geodetic Survey in June 2012.
 NP0340
 NP0340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0340.been affixed to the stable North American tectonic plate. See 
 NP0340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0340
 NP0340.The horizontal coordinates are valid at the epoch date displayed above
 NP0340.which is a decimal equivalence of Year/Month/Day.
 NP0340
 NP0340.The orthometric height was determined by differential leveling and
 NP0340.adjusted by the NATIONAL GEODETIC SURVEY
 NP0340.in June 1991.
 NP0340
 NP0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0340.GEOID18 height accuracy estimate available here.
 NP0340
 NP0340.Click photographs - Photos may exist for this station.
 NP0340
 NP0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0340
 NP0340.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0340
 NP0340.The ellipsoidal height was determined by GPS observations
 NP0340.and is referenced to NAD 83.
 NP0340
 NP0340.The dynamic height is computed by dividing the NAVD 88
 NP0340.geopotential number by the normal gravity value computed on the
 NP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0340.degrees latitude (g = 980.6199 gals.).
 NP0340
 NP0340.The modeled gravity was interpolated from observed gravity values.
 NP0340
 NP0340. The following values were computed from the NAD 83(2011) position.
 NP0340
 NP0340;                    North         East     Units Scale Factor Converg.
 NP0340;SPC NE       -   277,933.368   248,920.027   MT  0.99975387   -2 01 07.0
 NP0340;SPC NE       -   911,853.06    816,665.12   sFT  0.99975387   -2 01 07.0
 NP0340;UTM  13      - 4,684,572.756   661,068.394   MT  0.99991921   +1 18 54.8
 NP0340
 NP0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0340!SPC NE       -   0.99980021  x   0.99975387  =   0.99955413
 NP0340!UTM  13      -   0.99980021  x   0.99991921  =   0.99971944
 NP0340
 NP0340:                Primary Azimuth Mark                     Grid Az
 NP0340:SPC NE       -  HEMINGFORD AZ MK                         148 50 22.1
 NP0340:UTM  13      -  HEMINGFORD AZ MK                         145 30 20.3
 NP0340
 NP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6106884572(NAD 83)
 NP0340
 NP0340|---------------------------------------------------------------------|
 NP0340| PID    Reference Object                     Distance      Geod. Az  |
 NP0340|                                                           dddmmss.s |
 NP0340| NP0339 HEMINGFORD RM 1                       6.124 METERS 06143     |
 NP0340| NP0337 HEMINGFORD AZ MK                                   1464915.1 |
 NP0340| NP0338 HEMINGFORD RM 2                       7.022 METERS 14702     |
 NP0340| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX.10.9 KM 1482653.1 |
 NP0340| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX. 3.9 KM 3174236.2 |
 NP0340|---------------------------------------------------------------------|
 NP0340
 NP0340                          SUPERSEDED SURVEY CONTROL
 NP0340
 NP0340  NAD 83(2007)-  42 17 48.27493(N)    103 02 45.87231(W) AD(2002.00) 0
 NP0340  ELLIP H (02/10/07) 1274.133  (m)                       GP(2002.00)    
 NP0340  ELLIP H (09/24/01) 1274.117  (m)                       GP(       ) 4 1
 NP0340  NAD 83(1995)-  42 17 48.27424(N)    103 02 45.87229(W) AD(       ) B
 NP0340  ELLIP H (06/25/96) 1274.170  (m)                       GP(       ) 1 1
 NP0340  NAD 83(1986)-  42 17 48.27298(N)    103 02 45.86953(W) AD(       ) 2
 NP0340  NAD 27      -  42 17 48.41300(N)    103 02 44.15200(W) AD(       ) 2
 NP0340  NAVD 88            1292.43   (m)         4240.2    (f) LEVELING    3  
 NP0340  NGVD 29 (??/??/92) 1291.804  (m)         4238.19   (f) ADJ UNCH    1 2
 NP0340  NGVD 29            1291.80   (m)         4238.2    (f) LEVELING    3  
 NP0340
 NP0340.Superseded values are not recommended for survey control.
 NP0340
 NP0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0340.See file dsdata.pdf to determine how the superseded data were derived.
 NP0340
 NP0340_MARKER: DS = TRIANGULATION STATION DISK
 NP0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0340_STAMPING: HEMINGFORD 1946
 NP0340_MARK LOGO: CGS
 NP0340_PROJECTION: PROJECTING 3 CENTIMETERS
 NP0340_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0340+STABILITY: SURFACE MOTION
 NP0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0340+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 NP0340
 NP0340  HISTORY     - Date     Condition        Report By
 NP0340  HISTORY     - 1946     MONUMENTED       CGS
 NP0340  HISTORY     - 1956     GOOD             CGS
 NP0340  HISTORY     - 1956     GOOD             CGS
 NP0340  HISTORY     - 1967     GOOD             USAF
 NP0340  HISTORY     - 1985     GOOD             NGS
 NP0340  HISTORY     - 19950503 GOOD             NGS
 NP0340  HISTORY     - 20060715 GOOD             JCLS
 NP0340  HISTORY     - 20161214 GOOD             COMPDA
 NP0340  HISTORY     - 20220810 GOOD             NEGS
 NP0340
 NP0340                          STATION DESCRIPTION
 NP0340
 NP0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0340'LOCATED ABOUT 2 MILES, AIRLINE, SOUTHEAST OF HEMINGFORD AND
 NP0340'ABOUT 6.5 MILES, AIRLINE, NORTHWEST OF BEREA, ON THE EAST SIDE
 NP0340'OF STATE HIGHWAY 2 AND ON THE WEST SIDE OF THE CB AND Q RAILROAD.
 NP0340'IT IS 43 FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 44
 NP0340'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 2.  IT IS STAMPED
 NP0340'HEMINGFORD 1946 AND PROJECTS 6 INCHES.
 NP0340'
 NP0340'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE WEST RAIL OF THE
 NP0340'RAILROAD TRACKS.  IT IS STAMPED HEMINGFORD NO 1 1946 AND
 NP0340'PROJECTS 10 INCHES.
 NP0340'
 NP0340'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE CENTERLINE OF
 NP0340'STATE HIGHWAY 2 AND 42.5 FEET WEST OF THE WEST RAIL OF THE
 NP0340'RAILROAD TRACKS.  IT IS STAMPED HEMINGFORD NO 2 1946 AND
 NP0340'PROJECTS 10 INCHES.
 NP0340'
 NP0340'THE AZIMUTH MARK IS 13 FEET NORTH OF THE CENTERLINE OF A SIDE
 NP0340'ROAD LEADING EAST, 9.5 FEET EAST OF THE EAST RAIL OF THE
 NP0340'RAILROAD TRACKS AND 4 FEET SOUTHWEST OF A RAILROAD-CROSSING
 NP0340'SIGNPOST.  IT IS STAMPED HEMINGFORD 1946 AND PROJECTS 6
 NP0340'INCHES.
 NP0340'
 NP0340'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 87 AT THE
 NP0340'EAST EDGE OF HEMINGFORD--GO SOUTHEAST ON STATE HIGHWAY 2
 NP0340'FOR 2.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NP0340'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A SIDE ROAD LEFT,
 NP0340'TURN LEFT AND GO ACROSS RAILROAD TRACKS TO THE AZIMUTH MARK
 NP0340'ON THE LEFT AS DESCRIBED.
 NP0340
 NP0340                          STATION RECOVERY (1956)
 NP0340
 NP0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0340'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0340'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST
 NP0340'OF MILEPOST 382, 43 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0340'HIGHWAY 2, 43.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5
 NP0340'FEET SOUTHEAST OF A WITNESS POST, IN THE NORTHWEST 1/4 OF
 NP0340'SECTION 21, TOWNSHIP 27 NORTH, RANGE 49 WEST, A TRIANGULATION
 NP0340'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0340'0.3 FOOT ABOVE THE GROUND, STAMPED HEMINGFORD 1946.
 NP0340'
 NP0340'HEMINGFORD R.M. 1 IS 20.1 FEET NORTHEAST OF TRIANGULATION
 NP0340'STATION HEMINGFORD 1946, 23.2 FEET SOUTHWEST OF THE SOUTHWEST
 NP0340'RAIL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 NP0340'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED HEMINGFORD
 NP0340'NO 1 1946.
 NP0340'
 NP0340'HEMINGFORD R.M. 2 IS 23.0 FEET SOUTHEAST OF TRIANGULATION
 NP0340'STATION HEMINGFORD 1946, 44 FEET NORTHEAST OF THE CENTER
 NP0340'LINE OF STATE HIGHWAY 2, 42.6 FEET SOUTHWEST OF THE SOUTHWEST
 NP0340'RAIL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 NP0340'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED HEMINGFORD
 NP0340'NO 2 1946.
 NP0340'
 NP0340'HEMINGFORD 1946 AZIMUTH IS 0.35 MILE SOUTHEAST OF TRIANGULATION
 NP0340'STATION HEMINGFORD 1946, 9.6 FEET NORTHEAST OF THE NORTHEAST
 NP0340'RAIL OF THE CHICAGO BURLINGTON AND QUINCY RAILROAD, 2 POLES
 NP0340'SOUTHEAST OF MILEPOST 382, AT A ROAD CROSSING, 13 FEET NORTH
 NP0340'OF THE CENTER LINE OF A ROAD, 4 FEET SOUTH OF A ROAD CROSSING
 NP0340'SIGN, 2.3 FEET WEST OF A WITNESS POST, AN AZIMUTH MARK DISK
 NP0340'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 NP0340'ABOVE THE GROUND, STAMPED HEMINGFORD 1946.
 NP0340
 NP0340                          STATION RECOVERY (1956)
 NP0340
 NP0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0340'2.4 MI SE FROM HEMINGFORD.
 NP0340'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0340'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0340'MILEPOST 382, 43 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0340'HIGHWAY 2, 43.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET
 NP0340'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0340'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0340'1/4 OF SECTION 21, TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0340
 NP0340                          STATION RECOVERY (1967)
 NP0340
 NP0340'RECOVERY NOTE BY US AIR FORCE 1967
 NP0340'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 NP0340'GOOD CONDITION.
 NP0340'
 NP0340'THE 1946 ROUTE DESCRIPTION WAS ADEQUATE.
 NP0340
 NP0340                          STATION RECOVERY (1985)
 NP0340
 NP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0340'RECOVERED IN GOOD CONDITION.
 NP0340
 NP0340                          STATION RECOVERY (1995)
 NP0340
 NP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0340'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHEAST OF HEMINGFORD,
 NP0340'BETWEEN STATE HIGHWAY 2 AND A RAILROAD TRACK, ON THE NORTHEAST
 NP0340'RIGHT-OF-WAY OF THE HIGHWAY, ON A SMALL KNOLL, AND IN THE SW1/4,
 NP0340'SEC21, T27N, R49W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 NP0340'HIGHWAYS 2 AND 87 AT HEMINGFORD, GO SOUTHEAST ON HIGHWAY 2 FOR 2.2 MI
 NP0340'(3.5 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A
 NP0340'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 42.9 FT
 NP0340'(13.1 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 64.0
 NP0340'FT (19.5 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FT (7.0
 NP0340'M) NORTHWEST OF REFERENCE MARK 2, 24.0 FT (7.3 M) NORTHWEST FROM A
 NP0340'WITNESS POST AT THAT MARK, 1.5 FT (0.5 M) SOUTHEAST FROM ANOTHER
 NP0340'WITNESS POST AND IS ABOUT 7 FT (2.1 M) HIGHER THAN THE HIGHWAY.  A
 NP0340'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NP0340
 NP0340                          STATION RECOVERY (2006)
 NP0340
 NP0340'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 NP0340'RECOVERED IN GOOD CONDITION.
 NP0340
 NP0340                          STATION RECOVERY (2016)
 NP0340
 NP0340'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0340'RECOVERED IN GOOD CONDITION.
 NP0340
 NP0340                          STATION RECOVERY (2022)
 NP0340
 NP0340'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (PS)
 NP0340'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 87 AT
 NP0340'HEMINGFORD, NE., GO SOUTHEASTERLY ON NE. HIGHWAY 2 APPROXIMATELY 2.2
 NP0340'MI (3.5 KM) TO MILE POST 69.41 AND THE MARK ON THE LEFT (NORTHEAST)
 NP0340'SIDE OF THE HIGHWAY.  THE MARK IS 42.9 FT (13.1 M) SOUTHWEST OF THE
 NP0340'SOUTHWEST RAIL OF THE RAILROAD TRACK, 24.0 FT (7.3 M) NORTHWEST OF
 NP0340'BOTTOM WITNESS FOR REFERENCE MARK 2, 23.0 FT (7.0 M) NORTHWEST OF
 NP0340'REFERENCE MARK 2, 1.5 FT (0.5 M) SOUTHEAST OF BOTTOM WITNESS POST AND
 NP0340'64.0 FT (19.5 M) NORTHEAST OF THE CENTERLINE OF NE. HIGHWAY.  2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0337 ***********************************************************************
 NP0337  DESIGNATION -  HEMINGFORD AZ MK
 NP0337  PID         -  NP0337
 NP0337  STATE/COUNTY-  NE/BOX BUTTE
 NP0337  COUNTRY     -  US
 NP0337  USGS QUAD   -  HEMINGFORD (2017)
 NP0337
 NP0337                         *CURRENT SURVEY CONTROL
 NP0337  ______________________________________________________________________
 NP0337* NAD 83(1986) POSITION- 42 17 34.     (N) 103 02 32.     (W)   SCALED
 NP0337* NAVD 88 ORTHO HEIGHT -  1290.308 (meters)     4233.29  (feet) ADJUSTED
 NP0337  ______________________________________________________________________
 NP0337  GEOID HEIGHT    -        -18.324 (meters)                     GEOID18
 NP0337  DYNAMIC HEIGHT  -       1289.554 (meters)     4230.81  (feet) COMP
 NP0337  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 NP0337
 NP0337  VERT ORDER      -  FIRST     CLASS II
 NP0337
 NP0337.The horizontal coordinates were scaled from a map and have
 NP0337.an estimated accuracy of +/- 6 seconds.
 NP0337
 NP0337.The orthometric height was determined by differential leveling and
 NP0337.adjusted by the NATIONAL GEODETIC SURVEY
 NP0337.in June 1991.
 NP0337
 NP0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0337.GEOID18 height accuracy estimate available here.
 NP0337
 NP0337.Click photographs - Photos may exist for this station.
 NP0337
 NP0337.The dynamic height is computed by dividing the NAVD 88
 NP0337.geopotential number by the normal gravity value computed on the
 NP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0337.degrees latitude (g = 980.6199 gals.).
 NP0337
 NP0337.The modeled gravity was interpolated from observed gravity values.
 NP0337
 NP0337;                    North         East    Units  Estimated Accuracy
 NP0337;SPC NE       -   277,480.      249,220.      MT  (+/- 180 meters Scaled)
 NP0337
 NP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG613841(NAD 83)
 NP0337
 NP0337                          SUPERSEDED SURVEY CONTROL
 NP0337
 NP0337  NGVD 29 (??/??/92) 1289.696  (m)         4231.28   (f) ADJ UNCH    1 2
 NP0337
 NP0337.Superseded values are not recommended for survey control.
 NP0337
 NP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0337.See file dsdata.pdf to determine how the superseded data were derived.
 NP0337
 NP0337_MARKER: DZ = AZIMUTH MARK DISK
 NP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0337_STAMPING: HEMINGFORD 1946
 NP0337_MARK LOGO: CGS
 NP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0337+STABILITY: SURFACE MOTION
 NP0337
 NP0337  HISTORY     - Date     Condition        Report By
 NP0337  HISTORY     - 1946     MONUMENTED       CGS
 NP0337  HISTORY     - 1956     GOOD             CGS
 NP0337  HISTORY     - 1985     GOOD             NGS
 NP0337
 NP0337                          STATION DESCRIPTION
 NP0337
 NP0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0337'2.8 MI SE FROM HEMINGFORD.
 NP0337'2.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0337'RAILROAD FROM THE STATION AT HEMINGFORD, 2 POLES SOUTHEAST OF
 NP0337'MILEPOST 382, AT A ROAD CROSSING, 13 FEET NORTH OF THE CENTER
 NP0337'LINE OF A ROAD, 9.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 4
 NP0337'FEET SOUTH OF A ROAD CROSSING SIGN, 2.3 FEET WEST OF A WITNESS
 NP0337'POST, 0.35 MILE SOUTHEAST OF TRIANGULATION STATION HEMINGFORD
 NP0337'1946, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 NP0337'ABOVE THE GROUND, IN SECTION 21, TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0337
 NP0337                          STATION RECOVERY (1985)
 NP0337
 NP0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0709 ***********************************************************************
 NP0709  DESIGNATION -  HEMINGFORD HIGH SCHOOL CHIMNEY
 NP0709  PID         -  NP0709
 NP0709  STATE/COUNTY-  NE/BOX BUTTE
 NP0709  COUNTRY     -  US
 NP0709  USGS QUAD   -  HEMINGFORD (2017)
 NP0709
 NP0709                         *CURRENT SURVEY CONTROL
 NP0709  ______________________________________________________________________
 NP0709* NAD 83(1995) POSITION- 42 19 19.48637(N) 103 04 41.97080(W)   ADJUSTED
 NP0709  ______________________________________________________________________
 NP0709  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 NP0709  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 NP0709  HORZ ORDER      -  THIRD
 NP0709
 NP0709.The horizontal coordinates were established by classical geodetic methods
 NP0709.and adjusted by the National Geodetic Survey in August 1997.
 NP0709
 NP0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0709.GEOID18 height accuracy estimate available here.
 NP0709
 NP0709.Click photographs - Photos may exist for this station.
 NP0709
 NP0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0709
 NP0709. The following values were computed from the NAD 83(1995) position.
 NP0709
 NP0709;                    North         East     Units Scale Factor Converg.
 NP0709;SPC NE       -   280,839.408   246,363.033   MT  0.99976009   -2 02 24.0
 NP0709;SPC NE       -   921,387.29    808,276.05   sFT  0.99976009   -2 02 24.0
 NP0709;UTM  13      - 4,687,325.604   658,346.296   MT  0.99990851   +1 17 38.9
 NP0709
 NP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5834687325(NAD 83)
 NP0709
 NP0709                          SUPERSEDED SURVEY CONTROL
 NP0709
 NP0709  NAD 83(1993)-  42 19 19.48650(N)    103 04 41.97103(W) AD(       ) 3
 NP0709  NAD 83(1986)-  42 19 19.48309(N)    103 04 41.96606(W) AD(       ) 3
 NP0709  NAD 27      -  42 19 19.62800(N)    103 04 40.27300(W) AD(       ) 3
 NP0709
 NP0709.Superseded values are not recommended for survey control.
 NP0709
 NP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0709.See file dsdata.pdf to determine how the superseded data were derived.
 NP0709
 NP0709_MARKER: 85 = CHIMNEY
 NP0709
 NP0709  HISTORY     - Date     Condition        Report By
 NP0709  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0709  HISTORY     - 1958     GOOD             CGS
 NP0709
 NP0709                          STATION DESCRIPTION
 NP0709
 NP0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0709'INTERSECTION STATION RECOVERED WAS BRICK CHIMNEY ON HEMINGFORD
 NP0709'SCHOOL.  BUILDING WAS ERRECTED IN 1926.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0708 ***********************************************************************
 NP0708  DESIGNATION -  HEMINGFORD MUNICIPAL STANDPIPE
 NP0708  PID         -  NP0708
 NP0708  STATE/COUNTY-  NE/BOX BUTTE
 NP0708  COUNTRY     -  US
 NP0708  USGS QUAD   -  HEMINGFORD (2017)
 NP0708
 NP0708                         *CURRENT SURVEY CONTROL
 NP0708  ______________________________________________________________________
 NP0708* NAD 83(1995) POSITION- 42 19 20.84596(N) 103 04 39.36001(W)   ADJUSTED
 NP0708  ______________________________________________________________________
 NP0708  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 NP0708  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 NP0708  HORZ ORDER      -  THIRD
 NP0708
 NP0708.The horizontal coordinates were established by classical geodetic methods
 NP0708.and adjusted by the National Geodetic Survey in August 1997.
 NP0708
 NP0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0708.GEOID18 height accuracy estimate available here.
 NP0708
 NP0708.Click photographs - Photos may exist for this station.
 NP0708
 NP0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0708
 NP0708. The following values were computed from the NAD 83(1995) position.
 NP0708
 NP0708;                    North         East     Units Scale Factor Converg.
 NP0708;SPC NE       -   280,879.195   246,424.254   MT  0.99976018   -2 02 22.3
 NP0708;SPC NE       -   921,517.83    808,476.91   sFT  0.99976018   -2 02 22.3
 NP0708;UTM  13      - 4,687,368.890   658,405.108   MT  0.99990874   +1 17 40.6
 NP0708
 NP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5840587368(NAD 83)
 NP0708
 NP0708                          SUPERSEDED SURVEY CONTROL
 NP0708
 NP0708  NAD 83(1993)-  42 19 20.84605(N)    103 04 39.36001(W) AD(       ) 3
 NP0708  NAD 83(1986)-  42 19 20.84286(N)    103 04 39.35478(W) AD(       ) 3
 NP0708  NAD 27      -  42 19 20.96600(N)    103 04 37.60700(W) AD(       ) 3
 NP0708
 NP0708.Superseded values are not recommended for survey control.
 NP0708
 NP0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0708.See file dsdata.pdf to determine how the superseded data were derived.
 NP0708
 NP0708_MARKER: 52 = STANDPIPE TANK
 NP0708
 NP0708  HISTORY     - Date     Condition        Report By
 NP0708  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0708  HISTORY     - 1946     GOOD             CGS
 NP0708  HISTORY     - 1958     GOOD             CGS
 NP0708
 NP0708                          STATION DESCRIPTION
 NP0708
 NP0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0708'LOCATED IN THE NORTHWEST SECTION OF THE TOWN OF HEMINGFORD,
 NP0708'300 FEET NORTHEAST OF THE RED BRICK PUBLIC SCHOOL, 55 FEET
 NP0708'SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD, 120 FEET
 NP0708'WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD AND, 10 FEET
 NP0708'SOUTHWEST OF A SMALL BRICK BUILDING.  IT IS A STEEL CYLINDRICAL
 NP0708'STRUCTURE, 10 FEET IN DIAMETER AND 70 FEET HIGH.  IT IS PAINTED
 NP0708'ALUMINUM.  THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP.
 NP0708
 NP0708                          STATION RECOVERY (1958)
 NP0708
 NP0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0708'INTERSECTION STATION RECOVERED AS DESCRIBED BY CAG IN 1946
 NP0708'RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0339 ***********************************************************************
 NP0339  DESIGNATION -  HEMINGFORD RM 1
 NP0339  PID         -  NP0339
 NP0339  STATE/COUNTY-  NE/BOX BUTTE
 NP0339  COUNTRY     -  US
 NP0339  USGS QUAD   -  HEMINGFORD (2017)
 NP0339
 NP0339                         *CURRENT SURVEY CONTROL
 NP0339  ______________________________________________________________________
 NP0339* NAD 83(1986) POSITION- 42 17 48.37   (N) 103 02 45.64   (W)   HD_HELD1
 NP0339* NAVD 88 ORTHO HEIGHT -  1292.409 (meters)     4240.18  (feet) POSTED
 NP0339  ______________________________________________________________________
 NP0339  GEOID HEIGHT    -        -18.316 (meters)                     GEOID18
 NP0339  DYNAMIC HEIGHT  -       1291.65  (meters)     4237.7   (feet) COMP
 NP0339  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 NP0339
 NP0339  VERT ORDER      -  * POSTED, SEE BELOW
 NP0339
 NP0339.The horizontal coordinates were determined by differentially corrected
 NP0339.hand held GPS observations or other comparable positioning techniques
 NP0339.and have an estimated accuracy of +/- 3 meters.
 NP0339
 NP0339.The orthometric height was determined by differential leveling
 NP0339.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0339
 NP0339.* This is a POSTED BENCH MARK height.
 NP0339
 NP0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0339.GEOID18 height accuracy estimate available here.
 NP0339
 NP0339.Click photographs - Photos may exist for this station.
 NP0339
 NP0339.The dynamic height is computed by dividing the NAVD 88
 NP0339.geopotential number by the normal gravity value computed on the
 NP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0339.degrees latitude (g = 980.6199 gals.).
 NP0339
 NP0339.The modeled gravity was interpolated from observed gravity values.
 NP0339
 NP0339;                    North         East    Units  Estimated Accuracy
 NP0339;SPC NE       -   277,936.1     248,925.4     MT  (+/- 3 meters HH1 GPS) 
 NP0339
 NP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6107384575(NAD 83)
 NP0339
 NP0339                          SUPERSEDED SURVEY CONTROL
 NP0339
 NP0339  NGVD 29 (??/??/92) 1291.786  (m)         4238.13   (f) ADJ UNCH    1 2
 NP0339
 NP0339.Superseded values are not recommended for survey control.
 NP0339
 NP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0339.See file dsdata.pdf to determine how the superseded data were derived.
 NP0339
 NP0339_MARKER: DR = REFERENCE MARK DISK
 NP0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0339_STAMPING: HEMINGFORD NO 1 1946
 NP0339_MARK LOGO: CGS
 NP0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0339+STABILITY: SURFACE MOTION
 NP0339
 NP0339  HISTORY     - Date     Condition        Report By
 NP0339  HISTORY     - 1946     MONUMENTED       CGS
 NP0339  HISTORY     - 1956     GOOD             CGS
 NP0339  HISTORY     - 1985     GOOD             NGS
 NP0339
 NP0339                          STATION DESCRIPTION
 NP0339
 NP0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0339'2.4 MI SE FROM HEMINGFORD.
 NP0339'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0339'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0339'MILEPOST 382, 23.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20.1
 NP0339'FEET NORTHEAST OF TRIANGULATION STATION HEMINGFORD 1946, SET IN
 NP0339'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NP0339'GROUND, IN THE NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 27 NORTH,
 NP0339'RANGE 49 WEST.
 NP0339
 NP0339                          STATION RECOVERY (1985)
 NP0339
 NP0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0338 ***********************************************************************
 NP0338  DESIGNATION -  HEMINGFORD RM 2
 NP0338  PID         -  NP0338
 NP0338  STATE/COUNTY-  NE/BOX BUTTE
 NP0338  COUNTRY     -  US
 NP0338  USGS QUAD   -  HEMINGFORD (2017)
 NP0338
 NP0338                         *CURRENT SURVEY CONTROL
 NP0338  ______________________________________________________________________
 NP0338* NAD 83(1986) POSITION- 42 17 48.08   (N) 103 02 45.70   (W)   HD_HELD1
 NP0338* NAVD 88 ORTHO HEIGHT -  1292.525 (meters)     4240.56  (feet) POSTED
 NP0338  ______________________________________________________________________
 NP0338  GEOID HEIGHT    -        -18.317 (meters)                     GEOID18
 NP0338  DYNAMIC HEIGHT  -       1291.77  (meters)     4238.1   (feet) COMP
 NP0338  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 NP0338
 NP0338  VERT ORDER      -  * POSTED, SEE BELOW
 NP0338
 NP0338.The horizontal coordinates were determined by differentially corrected
 NP0338.hand held GPS observations or other comparable positioning techniques
 NP0338.and have an estimated accuracy of +/- 3 meters.
 NP0338
 NP0338.The orthometric height was determined by differential leveling
 NP0338.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0338
 NP0338.* This is a POSTED BENCH MARK height.
 NP0338
 NP0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0338.GEOID18 height accuracy estimate available here.
 NP0338
 NP0338.Click photographs - Photos may exist for this station.
 NP0338
 NP0338.The dynamic height is computed by dividing the NAVD 88
 NP0338.geopotential number by the normal gravity value computed on the
 NP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0338.degrees latitude (g = 980.6199 gals.).
 NP0338
 NP0338.The modeled gravity was interpolated from observed gravity values.
 NP0338
 NP0338;                    North         East    Units  Estimated Accuracy
 NP0338;SPC NE       -   277,927.2     248,923.7     MT  (+/- 3 meters HH1 GPS) 
 NP0338
 NP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6107284566(NAD 83)
 NP0338
 NP0338                          SUPERSEDED SURVEY CONTROL
 NP0338
 NP0338  NGVD 29 (??/??/92) 1291.904  (m)         4238.52   (f) ADJ UNCH    1 2
 NP0338
 NP0338.Superseded values are not recommended for survey control.
 NP0338
 NP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0338.See file dsdata.pdf to determine how the superseded data were derived.
 NP0338
 NP0338_MARKER: DR = REFERENCE MARK DISK
 NP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0338_STAMPING: HEMINGFORD NO 2 1946
 NP0338_MARK LOGO: CGS
 NP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0338+STABILITY: SURFACE MOTION
 NP0338
 NP0338  HISTORY     - Date     Condition        Report By
 NP0338  HISTORY     - 1946     MONUMENTED       CGS
 NP0338  HISTORY     - 1956     GOOD             CGS
 NP0338  HISTORY     - 1985     GOOD             NGS
 NP0338
 NP0338                          STATION DESCRIPTION
 NP0338
 NP0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0338'2.4 MI SE FROM HEMINGFORD.
 NP0338'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0338'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0338'MILEPOST 382, 44 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0338'HIGHWAY 2, 42.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23.0 FEET
 NP0338'SOUTHEAST OF TRIANGULATION STATION HEMINGFORD 1946, SET IN THE
 NP0338'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 NP0338'IN THE NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 27 NORTH, RANGE
 NP0338'49 WEST.
 NP0338
 NP0338                          STATION RECOVERY (1985)
 NP0338
 NP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0954 ***********************************************************************
 LG0954  DESIGNATION -  HENDERSON MUNICIPAL STANDPIPE
 LG0954  PID         -  LG0954
 LG0954  STATE/COUNTY-  NE/YORK
 LG0954  COUNTRY     -  US
 LG0954  USGS QUAD   -  HENDERSON (2017)
 LG0954
 LG0954                         *CURRENT SURVEY CONTROL
 LG0954  ______________________________________________________________________
 LG0954* NAD 83(1995) POSITION- 40 46 45.44151(N) 097 48 46.52111(W)   ADJUSTED
 LG0954  ______________________________________________________________________
 LG0954  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 LG0954  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 LG0954  HORZ ORDER      -  THIRD
 LG0954
 LG0954.The horizontal coordinates were established by classical geodetic methods
 LG0954.and adjusted by the National Geodetic Survey in August 1997.
 LG0954
 LG0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0954.GEOID18 height accuracy estimate available here.
 LG0954
 LG0954.Click photographs - Photos may exist for this station.
 LG0954
 LG0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0954
 LG0954. The following values were computed from the NAD 83(1995) position.
 LG0954
 LG0954;                    North         East     Units Scale Factor Converg.
 LG0954;SPC NE       -   107,361.943   684,554.630   MT  0.99973838   +1 26 57.7
 LG0954;SPC NE       -   352,236.64  2,245,909.65   sFT  0.99973838   +1 26 57.7
 LG0954;UTM  14      - 4,514,934.352   600,168.385   MT  0.99972350   +0 46 31.4
 LG0954
 LG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0016814934(NAD 83)
 LG0954
 LG0954                          SUPERSEDED SURVEY CONTROL
 LG0954
 LG0954  NAD 83(1986)-  40 46 45.44966(N)    097 48 46.52141(W) AD(       ) 3
 LG0954  NAD 27      -  40 46 45.41200(N)    097 48 45.34600(W) AD(       ) 3
 LG0954
 LG0954.Superseded values are not recommended for survey control.
 LG0954
 LG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0954.See file dsdata.pdf to determine how the superseded data were derived.
 LG0954
 LG0954_MARKER: 52 = STANDPIPE TANK
 LG0954
 LG0954  HISTORY     - Date     Condition        Report By
 LG0954  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0954
 LG0954                          STATION DESCRIPTION
 LG0954
 LG0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0954'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE BUSINESS
 LG0954'DISTRICT IN HENDERSON, ON RIGHT (WEST) SIDE OF STREET.  IT IS
 LG0954'100 FEET HIGH, PAINTED BLACK WITH WHITE LETTERS STENCILED ON
 LG0954'SOUTH SIDE, HENDERSON.
 LG0954'
 LG0954'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0986 ***********************************************************************
 MO0986  DESIGNATION -  HENRY
 MO0986  PID         -  MO0986
 MO0986  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0986  COUNTRY     -  US
 MO0986  USGS QUAD   -  LYMAN (2017)
 MO0986
 MO0986                         *CURRENT SURVEY CONTROL
 MO0986  ______________________________________________________________________
 MO0986* NAD 83(1995) POSITION- 41 58 47.82722(N) 104 01 26.92780(W)   ADJUSTED
 MO0986* NAVD 88 ORTHO HEIGHT -  1248.    (meters)     4094.    (feet) SCALED
 MO0986  ______________________________________________________________________
 MO0986  GEOID HEIGHT    -        -18.072 (meters)                     GEOID18
 MO0986  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 MO0986  HORZ ORDER      -  SECOND
 MO0986
 MO0986.The horizontal coordinates were established by classical geodetic methods
 MO0986.and adjusted by the National Geodetic Survey in August 1997.
 MO0986
 MO0986.The orthometric height was scaled from a topographic map.
 MO0986
 MO0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0986.GEOID18 height accuracy estimate available here.
 MO0986
 MO0986.Click photographs - Photos may exist for this station.
 MO0986
 MO0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO0986
 MO0986. The following values were computed from the NAD 83(1995) position.
 MO0986
 MO0986;                    North         East     Units Scale Factor Converg.
 MO0986;SPC NE       -   246,089.541   166,714.589   MT  0.99969277   -2 40 00.4
 MO0986;SPC NE       -   807,378.77    546,962.78   sFT  0.99969277   -2 40 00.4
 MO0986;SPC WY E     -   164,982.538   294,683.118   MT  1.00004777   +0 45 51.3
 MO0986;SPC WY E     -   541,280.21    966,806.20   sFT  1.00004777   +0 45 51.3
 MO0986;UTM  13      - 4,648,010.836   580,843.638   MT  0.99968042   +0 39 09.9
 MO0986
 MO0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0986!SPC NE       -   0.99980718  x   0.99969277  =   0.99950001
 MO0986!SPC WY E     -   0.99980718  x   1.00004777  =   0.99985494
 MO0986!UTM  13      -   0.99980718  x   0.99968042  =   0.99948766
 MO0986
 MO0986:                Primary Azimuth Mark                     Grid Az
 MO0986:SPC NE       -  LYMAN WHITE TOP TANK                     191 23 58.5
 MO0986:SPC WY E     -  LYMAN WHITE TOP TANK                     187 58 06.8
 MO0986:UTM  13      -  LYMAN WHITE TOP TANK                     188 04 48.2
 MO0986
 MO0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8084348010(NAD 83)
 MO0986
 MO0986|---------------------------------------------------------------------|
 MO0986| PID    Reference Object                     Distance      Geod. Az  |
 MO0986|                                                           dddmmss.s |
 MO0986| CQ3950 HENRY RM 1                           14.121 METERS 13319     |
 MO0986| MO0989 LYMAN WHITE TOP TANK                APPROX. 7.0 KM 1884358.1 |
 MO0986| CQ3951 HENRY RM 2                           12.920 METERS 32335     |
 MO0986|---------------------------------------------------------------------|
 MO0986
 MO0986                          SUPERSEDED SURVEY CONTROL
 MO0986
 MO0986  NAD 83(1986)-  41 58 47.81223(N)    104 01 26.93839(W) AD(       ) 2
 MO0986  NAD 27      -  41 58 47.94220(N)    104 01 25.12340(W) AD(       ) 2
 MO0986
 MO0986.Superseded values are not recommended for survey control.
 MO0986
 MO0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0986.See file dsdata.pdf to determine how the superseded data were derived.
 MO0986
 MO0986_MARKER: DS = TRIANGULATION STATION DISK
 MO0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0986
 MO0986  HISTORY     - Date     Condition        Report By
 MO0986  HISTORY     - 1963     MONUMENTED       CGS
 MO0986
 MO0986                          STATION DESCRIPTION
 MO0986
 MO0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0986'THE STATION IS 1-1/2 MILE SOUTH AND 1-1/4 MILE EAST OF HENRY,
 MO0986'IN THE CENTER OF SECTION 11, T 23 N, R 58 W, AND ON THE SOUTH
 MO0986'RIGHT-OF-WAY OF STATE HIGHWAY 26.
 MO0986'
 MO0986'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92
 MO0986'AND 26 IN HENRY, GO SOUTH AND EAST ON HIGHWAY 26 FOR 1.4 MILES
 MO0986'TO A SIDE ROAD ON THE LEFT AND A ROADSIDE PARK ON THE RIGHT.
 MO0986'CONTINUE EAST ON HIGHWAY 26 FOR 0.6 MILES TO A FIELD APPROACH
 MO0986'AND THE STATION ON THE RIGHT.
 MO0986'
 MO0986'STATION MARK, A STANDARD DISK STAMPED HENRY 1963, IS SET IN
 MO0986'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 96.5
 MO0986'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 26, 78 FEET SOUTH OF
 MO0986'THE CENTER OF THE FIELD APPROACH, 12.5 FEET EAST OF A FENCE
 MO0986'CORNER, AND 4.5 FEET EAST OF A METAL WITNESS POST.  THE
 MO0986'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 MO0986'BELOW THE SURFACE OF THE GROUND.
 MO0986'
 MO0986'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HENRY NO 1 1963,
 MO0986'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 MO0986'IS 90.5 FEET WEST OF THE CENTER OF HIGHWAY 26 AND 2.2 FEET
 MO0986'NORTH OF A METAL WITNESS POST.
 MO0986'
 MO0986'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENRY NO 2 1963,
 MO0986'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO0986'IT IS 90.5 FEET WEST OF THE CENTER OF HIGHWAY 26, 36 FEET
 MO0986'SOUTH OF THE CENTER OF THE FIELD APPROACH, AND 2 FEET SOUTH
 MO0986'OF A METAL WITNESS POST.
 MO0986'
 MO0986'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG., TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1974 ***********************************************************************
 MK1974  DESIGNATION -  HERMAN MUNICIPAL STANDPIPE
 MK1974  PID         -  MK1974
 MK1974  STATE/COUNTY-  NE/WASHINGTON
 MK1974  COUNTRY     -  US
 MK1974  USGS QUAD   -  HERMAN (2017)
 MK1974
 MK1974                         *CURRENT SURVEY CONTROL
 MK1974  ______________________________________________________________________
 MK1974* NAD 83(1995) POSITION- 41 40 16.89137(N) 096 13 08.23797(W)   ADJUSTED
 MK1974  ______________________________________________________________________
 MK1974  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 MK1974  LAPLACE CORR    -        -10.12  (seconds)                    DEFLEC18
 MK1974  HORZ ORDER      -  THIRD
 MK1974
 MK1974.The horizontal coordinates were established by classical geodetic methods
 MK1974.and adjusted by the National Geodetic Survey in August 1997.
 MK1974
 MK1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1974.GEOID18 height accuracy estimate available here.
 MK1974
 MK1974.Click photographs - Photos may exist for this station.
 MK1974
 MK1974.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1974
 MK1974. The following values were computed from the NAD 83(1995) position.
 MK1974
 MK1974;                    North         East     Units Scale Factor Converg.
 MK1974;SPC NE       -   210,949.167   814,662.635   MT  0.99966275   +2 30 20.5
 MK1974;SPC NE       -   692,089.06  2,672,772.33   sFT  0.99966275   +2 30 20.5
 MK1974;UTM  14      - 4,617,025.735   731,511.515   MT  1.00025961   +1 50 59.3
 MK1974
 MK1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3151117025(NAD 83)
 MK1974
 MK1974                          SUPERSEDED SURVEY CONTROL
 MK1974
 MK1974  NAD 83(1986)-  41 40 16.89647(N)    096 13 08.23876(W) AD(       ) 3
 MK1974  NAD 27      -  41 40 16.92800(N)    096 13 07.18900(W) AD(       ) 3
 MK1974
 MK1974.Superseded values are not recommended for survey control.
 MK1974
 MK1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1974.See file dsdata.pdf to determine how the superseded data were derived.
 MK1974
 MK1974_MARKER: 52 = STANDPIPE TANK
 MK1974
 MK1974  HISTORY     - Date     Condition        Report By
 MK1974  HISTORY     - 1948     FIRST OBSERVED   CGS
 MK1974
 MK1974                          STATION DESCRIPTION
 MK1974
 MK1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1974'STATION IS LOCATED IN THE WEST PART OF THE TOWN OF HERMAN,
 MK1974'3 BLOCKS WEST AND 1 BLOCK SOUTH OF THE POST OFFICE.
 MK1974'
 MK1974'THE STANDPIPE IS OF STEEL CONSTRUCTION, 100 FEET HIGH, PAINTED
 MK1974'SILVER, 10 FEET IN DIAMETER AND HAS THE WORD, HERMAN PAINTED
 MK1974'ON IT IN BLACK LETTERS.
 MK1974'
 MK1974'THE POINT INTERSECTED WAS THE APEX OF THE TOP OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1975 ***********************************************************************
 MK1975  DESIGNATION -  HERMAN RESET
 MK1975  PID         -  MK1975
 MK1975  STATE/COUNTY-  NE/BURT
 MK1975  COUNTRY     -  US
 MK1975  USGS QUAD   -  HERMAN (2017)
 MK1975
 MK1975                         *CURRENT SURVEY CONTROL
 MK1975  ______________________________________________________________________
 MK1975* NAD 83(1995) POSITION- 41 41 23.04841(N) 096 09 16.77650(W)   ADJUSTED
 MK1975* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 MK1975  ______________________________________________________________________
 MK1975  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 MK1975  LAPLACE CORR    -         -9.03  (seconds)                    DEFLEC18
 MK1975  HORZ ORDER      -  THIRD
 MK1975
 MK1975.The horizontal coordinates were established by classical geodetic methods
 MK1975.and adjusted by the National Geodetic Survey in August 1997.
 MK1975
 MK1975.The orthometric height was scaled from a topographic map.
 MK1975
 MK1975.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1975.GEOID18 height accuracy estimate available here.
 MK1975
 MK1975.Click photographs - Photos may exist for this station.
 MK1975
 MK1975.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1975
 MK1975. The following values were computed from the NAD 83(1995) position.
 MK1975
 MK1975;                    North         East     Units Scale Factor Converg.
 MK1975;SPC NE       -   213,223.524   819,919.104   MT  0.99966373   +2 32 53.9
 MK1975;SPC NE       -   699,550.84  2,690,017.93   sFT  0.99966373   +2 32 53.9
 MK1975;UTM  14      - 4,619,241.168   736,796.888   MT  1.00029008   +1 53 35.9
 MK1975
 MK1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1975!SPC NE       -   0.99995555  x   0.99966373  =   0.99961930
 MK1975!UTM  14      -   0.99995555  x   1.00029008  =   1.00024562
 MK1975
 MK1975:                Primary Azimuth Mark                     Grid Az
 MK1975:SPC NE       -  FOLLEN                                   208 18 01.6
 MK1975:UTM  14      -  FOLLEN                                   208 57 19.6
 MK1975
 MK1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3679619241(NAD 83)
 MK1975
 MK1975|---------------------------------------------------------------------|
 MK1975| PID    Reference Object                     Distance      Geod. Az  |
 MK1975|                                                           dddmmss.s |
 MK1975| CL7075 HERMAN RM 3                          28.758 METERS 08304     |
 MK1975| CL7073 HERMAN RM 1                          28.667 METERS 08337     |
 MK1975| CL7074 HERMAN RM 2                          24.454 METERS 18302     |
 MK1975| MK1972 FOLLEN                              APPROX. 9.3 KM 2105055.5 |
 MK1975| CL7072 HERMAN AZ MK                                       2801957.0 |
 MK1975|---------------------------------------------------------------------|
 MK1975
 MK1975                          SUPERSEDED SURVEY CONTROL
 MK1975
 MK1975  NAD 83(1986)-  41 41 23.05339(N)    096 09 16.77798(W) AD(       ) 3
 MK1975  NAD 27      -  41 41 23.08900(N)    096 09 15.72500(W) AD(       ) 3
 MK1975
 MK1975.Superseded values are not recommended for survey control.
 MK1975
 MK1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1975.See file dsdata.pdf to determine how the superseded data were derived.
 MK1975
 MK1975_MARKER: DS = TRIANGULATION STATION DISK
 MK1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1975_STAMPING: HERMAN 1948 1971
 MK1975_MARK LOGO: CGS
 MK1975_PROJECTION: RECESSED 8 CENTIMETERS
 MK1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1975+STABILITY: SURFACE MOTION
 MK1975
 MK1975  HISTORY     - Date     Condition        Report By
 MK1975  HISTORY     - 1948     MONUMENTED       CGS
 MK1975  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK1975  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MK1975
 MK1975                          STATION DESCRIPTION
 MK1975
 MK1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1975'STATION IS ABOUT 4-1/2 MILES EAST NORTHEAST OF HERMAN IN
 MK1975'THE NORTHWEST CORNER OF CULTIVATED FIELD.  STATION IS 33
 MK1975'FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 30 FEET
 MK1975'SOUTH OF THE APPROXIMATE CENTERLIE OF DRIVEWAY, 9 FEET SOUTHEAST
 MK1975'OF FENCECORNER, 4 FEET EAST OF FENCE AND 4 FEET EAST NORTHEAST
 MK1975'OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 MK1975'THE DISK IS STAMPED HERMAN 1948.
 MK1975'
 MK1975'REFERENCE MARK NO. 1 IS 94.05 FEET EAST OF STATION, 26 FEET
 MK1975'WEST OF FENCECORNER, 3 FEET SOUTHEAST OF POWER POLE AND 1 FOOT
 MK1975'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MK1975'DISK IS STAMPED HERMAN NO 1 1948.
 MK1975'
 MK1975'REFERENCE MARK NO. 2 IS 80.22 FEET SOUTH OF STATION, 30 FEET
 MK1975'EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 1 FOOT EAST OF
 MK1975'POWER POLE AND 6 INCHES WEST OF FENCE.  THE MARK PROJECTS
 MK1975'ABOUT 5 INCHES AND THE DISK IS STAMPED HERMAN NO 2 1948.
 MK1975'
 MK1975'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WEST NORTHWEST OF
 MK1975'STATION, 36 FEET SOUTH OF APPROXIMATE CENTERLINE OF ROAD, 6
 MK1975'FEET SOUTH OF FENCE, 5 FEET SOUTHEAST OF WITNESS POST, AND 1.5
 MK1975'FEET SOUTHEAST OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 MK1975'5 INCHES AND THE DISK IS STAMPED HERMAN 1948.
 MK1975'
 MK1975'TO REACH STATION FROM THE POST OFFICE IN HERMAN GO NORTH ON
 MK1975'U.S. HIGHWAY NO. 73 FOR 1.3 MILES TO CROSSROADS.  TURN RIGHT
 MK1975'AND GO EAST ON MAIN DIRT ROAD FOR 3.55 MILES TO T INTERSECTION.
 MK1975'TURN RIGHT AND GO 0.05 MILE TO DRIVEWAY TO FARM AND STATION
 MK1975'ON LEFT SIDE OF ROAD AS DESCRIBED.
 MK1975'
 MK1975'TO REACH AZIMUTH MARK FROM STATION GO NORTH 0.05 MILE TO
 MK1975'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.1 MILE TO AZIMUTH
 MK1975'ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 MK1975'
 MK1975'A 37 FOOT SIGNAL AT STATION FOLLEN 1930 IS VISIBLE FROM THE
 MK1975'GROUND.
 MK1975'
 MK1975'A 37 FOOT SIGNAL AT STATION TEK 1934 IS VISIBLE FROM THE GROUND.
 MK1975'
 MK1975'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1975
 MK1975                          STATION RECOVERY (1970)
 MK1975
 MK1975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK1975'STATION SEARCHED FOR, BUT NOT FOUND.  REFERENCE MARK 1 DESTROYED.
 MK1975'
 MK1975'REFERENCE MARK 2 FOUND TO BE OKAY.
 MK1975'
 MK1975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MK1975'EAST NORTHEAST OF HERMAN.
 MK1975
 MK1975                          STATION RECOVERY (1971)
 MK1975
 MK1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1975'THE STATION MARK WAS DESTROYED BY FARMING OPERATIONS.  REFERENCE
 MK1975'MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND
 MK1975'TILTED OUT OF POSITION AND WAS LEFT IN PLACE.  THE AZIMUTH
 MK1975'MARK WAS FOUND TILTED OUT OF POSITION AND THE MARK WAS LEFT
 MK1975'IN PLACE.  THE UNDERGROUND STATION MARK WAS FOUND IN GOOD
 MK1975'CONDITION.  THE REFERENCE MARKS DO NOT HAVE AN AZIMUTH TIE.
 MK1975'
 MK1975'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 MK1975'MARK AND REFERENCE MARK NO. 3 WAS SET IN THE OLD CONCRETE POST
 MK1975'WHICH REFERENCE MARK NO. 1 WAS SET IN.
 MK1975'
 MK1975'FOLLOWING IS A NEW DESCRIPTION.
 MK1975'
 MK1975'TO REACH THE STATION FROM THE POST OFFICE IN HERMAN, GO NORTH ON
 MK1975'U.S. HIGHWAY 73 FOR 1.3 MILES TO A CROSSROAD.  TURN RIGHT
 MK1975'AND GO EAST ON A GRAVELED ROAD FOR 3.55 MILES TO A T-INTERSECTION.
 MK1975'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO
 MK1975'A DRIVEWAY AND THE STATION ON THE LEFT.
 MK1975'
 MK1975'STATION MARK, A STANDARD DISK STAMPED HERMAN 1948 1971, IS
 MK1975'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 3 INCHES BELOW
 MK1975'THE SURFACE OF THE GROUND.  IT IS 112.5 FEET SOUTHWEST OF
 MK1975'THE SOUTHWEST CORNER OF A FARMHOUSE, 37 FEET EAST OF THE
 MK1975'CENTER OF THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER
 MK1975'OF THE DRIVEWAY, 9 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE,
 MK1975'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MK1975'MARK IS STAMPED HERMAN 1948, SET IN THE TOP OF AN IRREGULAR
 MK1975'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 MK1975'
 MK1975'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HERMAN NO. 2
 MK1975'1948, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MK1975'2 INCHES.  IT IS 89 FEET SOUTH OF THE POWERLINE POLE, AND 30
 MK1975'FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 MK1975'
 MK1975'REFERENECE MARK NO. 3, A STANDARD DISK STAMPED HERMAN 1948
 MK1975'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1975'PROJECTS 2 INCHES.  IT IS 68.5 FEET WEST-SOUTHWEST OF A
 MK1975'POWERLINE POLE WITH A TRANSFORMER AND 27 FEET SOUTH OF THE
 MK1975'CENTER OF THE DRIVEWAY.
 MK1975'
 MK1975'NOTE--NO OBJECTS WERE VISIBLE FROM THE GROUND SO A NEW AZIMUTH
 MK1975'MARK WAS NOT SET AND SINCE THE REFERENCE MARKS DO NOT HAVE AN
 MK1975'AZIMUTH TIE REFERENCE MARK NO. 2 WAS NOT RESET.
 MK1975'
 MK1975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 MK1975'MILES ENE OF HERMAN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1215 ***********************************************************************
 LH1215  DESIGNATION -  HERRICK AZ MK 2
 LH1215  PID         -  LH1215
 LH1215  STATE/COUNTY-  NE/FRANKLIN
 LH1215  COUNTRY     -  US
 LH1215  USGS QUAD   -  RED CLOUD NW (2017)
 LH1215
 LH1215                         *CURRENT SURVEY CONTROL
 LH1215  ______________________________________________________________________
 LH1215* NAD 83(1995) POSITION- 40 14 55.09932(N) 098 44 41.03247(W)   NO CHECK
 LH1215* NAVD 88 ORTHO HEIGHT -   633.7   (meters)     2079.    (feet) VERTCON
 LH1215  ______________________________________________________________________
 LH1215  GEOID HEIGHT    -        -25.669 (meters)                     GEOID18
 LH1215  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 LH1215  HORZ ORDER      -  THIRD
 LH1215
 LH1215.The horizontal coordinates were established by classical geodetic methods
 LH1215.and adjusted by the National Geodetic Survey in August 1997.
 LH1215
 LH1215.No horizontal observational check was made to the station.
 LH1215
 LH1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1215
 LH1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1215.GEOID18 height accuracy estimate available here.
 LH1215
 LH1215.Click photographs - Photos may exist for this station.
 LH1215
 LH1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1215
 LH1215. The following values were computed from the NAD 83(1995) position.
 LH1215
 LH1215;                    North         East     Units Scale Factor Converg.
 LH1215;SPC NE       -    46,888.087   606,787.675   MT  0.99989685   +0 49 54.7
 LH1215;SPC NE       -   153,832.00  1,990,769.23   sFT  0.99989685   +0 49 54.7
 LH1215;UTM  14      - 4,455,385.524   521,710.440   MT  0.99960580   +0 09 53.8
 LH1215
 LH1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1215!SPC NE       -   0.99990462  x   0.99989685  =   0.99980148
 LH1215!UTM  14      -   0.99990462  x   0.99960580  =   0.99951046
 LH1215
 LH1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2171055385(NAD 83)
 LH1215
 LH1215                          SUPERSEDED SURVEY CONTROL
 LH1215
 LH1215  NAD 83(1986)-  40 14 55.10520(N)    098 44 41.03210(W) AD(       ) 3
 LH1215  NAD 27      -  40 14 55.05341(N)    098 44 39.77235(W) AD(       ) 3
 LH1215  NGVD 29 (07/19/86)  633.5    (m)         2078.     (f) VERT ANG       
 LH1215
 LH1215.Superseded values are not recommended for survey control.
 LH1215
 LH1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1215.See file dsdata.pdf to determine how the superseded data were derived.
 LH1215
 LH1215_MARKER: DZ = AZIMUTH MARK DISK
 LH1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1215_STAMPING: HERRICK 1898 1980
 LH1215_MARK LOGO: NGS
 LH1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1215+STABILITY: SURFACE MOTION
 LH1215
 LH1215  HISTORY     - Date     Condition        Report By
 LH1215  HISTORY     - 1980     MONUMENTED       NGS
 LH1215
 LH1215                          STATION DESCRIPTION
 LH1215
 LH1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1215'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-SOUTHEAST OF UPLAND,
 LH1215'9.4 MI (15.1 KM) WEST-SOUTHWEST OF BLADEN AND 3.5 MI (5.6 KM)
 LH1215'SOUTH-SOUTHWEST OF CAMPBELL.
 LH1215'
 LH1215'IT IS SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 LH1215'(10 CM)  IT IS 44.5 FT (13.6 M) SOUTHWEST OF THE CENTER OF THE
 LH1215'INTERSECTION, 34.0 FT (10.4 M) WEST OF THE CENTERLINE OF A GRADED
 LH1215'ROAD, 25.5 FT (7.8 M) SOUTH OF THE CENTERLINE OF A GRADED ROAD, 2.4 FT
 LH1215'(0.7 M) NORTH OF A JUNCTION POWER LINE POLE AND 2.0 FT (0.6 M) SOUTH
 LH1215'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1819 ***********************************************************************
 NM1819  DESIGNATION -  HERRICK RESET
 NM1819  PID         -  NM1819
 NM1819  STATE/COUNTY-  NE/KNOX
 NM1819  COUNTRY     -  US
 NM1819  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1819
 NM1819                         *CURRENT SURVEY CONTROL
 NM1819  ______________________________________________________________________
 NM1819* NAD 83(1995) POSITION- 42 48 02.17326(N) 097 39 10.72298(W)   ADJUSTED
 NM1819* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 NM1819  ______________________________________________________________________
 NM1819  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 NM1819  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 NM1819  HORZ ORDER      -  SECOND
 NM1819
 NM1819.The horizontal coordinates were established by classical geodetic methods
 NM1819.and adjusted by the National Geodetic Survey in August 1997.
 NM1819
 NM1819.The orthometric height was scaled from a topographic map.
 NM1819
 NM1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1819.GEOID18 height accuracy estimate available here.
 NM1819
 NM1819.Click photographs - Photos may exist for this station.
 NM1819
 NM1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1819
 NM1819. The following values were computed from the NAD 83(1995) position.
 NM1819
 NM1819;                    North         East     Units Scale Factor Converg.
 NM1819;SPC NE       -   332,076.715   691,956.110   MT  0.99991466   +1 33 19.3
 NM1819;SPC NE       - 1,089,488.36  2,270,192.67   sFT  0.99991466   +1 33 19.3
 NM1819;SPC SD S     -    55,448.132   819,227.796   MT  1.00000791   +1 50 56.6
 NM1819;SPC SD S     -   181,916.08  2,687,749.86   sFT  1.00000791   +1 50 56.6
 NM1819;UTM  14      - 4,739,552.393   610,148.650   MT  0.99974926   +0 54 55.2
 NM1819
 NM1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1819!SPC NE       -   0.99993202  x   0.99991466  =   0.99984668
 NM1819!SPC SD S     -   0.99993202  x   1.00000791  =   0.99993993
 NM1819!UTM  14      -   0.99993202  x   0.99974926  =   0.99968129
 NM1819
 NM1819:                Primary Azimuth Mark                     Grid Az
 NM1819:SPC NE       -  HERRICK RESET AZ MK                      088 55 40.2
 NM1819:SPC SD S     -  HERRICK RESET AZ MK                      088 38 02.9
 NM1819:UTM  14      -  HERRICK RESET AZ MK                      089 34 04.3
 NM1819
 NM1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1014839552(NAD 83)
 NM1819
 NM1819|---------------------------------------------------------------------|
 NM1819| PID    Reference Object                     Distance      Geod. Az  |
 NM1819|                                                           dddmmss.s |
 NM1819| CO3679 HERRICK RESET AZ MK                                0902859.5 |
 NM1819| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX.14.7 KM 1211839.2 |
 NM1819| CO3680 HERRICK RESET RM 1                                 14436     |
 NM1819| CO3681 HERRICK RESET RM 2                                 23601     |
 NM1819|---------------------------------------------------------------------|
 NM1819
 NM1819                          SUPERSEDED SURVEY CONTROL
 NM1819
 NM1819  NAD 83(1986)-  42 48 02.18196(N)    097 39 10.71769(W) AD(       ) 2
 NM1819  NAD 27      -  42 48 02.18100(N)    097 39 09.48300(W) AD(       ) 2
 NM1819  MORC        -  42 47 59.94000(N)    097 39 10.81000(W) AD(       ) 3
 NM1819
 NM1819.Superseded values are not recommended for survey control.
 NM1819
 NM1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1819.See file dsdata.pdf to determine how the superseded data were derived.
 NM1819
 NM1819_MARKER: DB = BENCH MARK DISK
 NM1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1819_STAMPING: RESET 1946 HERRICK MRC
 NM1819_MARK LOGO: USGS
 NM1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1819+STABILITY: SURFACE MOTION
 NM1819
 NM1819  HISTORY     - Date     Condition        Report By
 NM1819  HISTORY     - 1946     MONUMENTED       USGS
 NM1819  HISTORY     - 1948     GOOD             CGS
 NM1819  HISTORY     - 1971     GOOD             LOCENG
 NM1819
 NM1819                          STATION DESCRIPTION
 NM1819
 NM1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1819'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF CROFTON
 NM1819'AND 6.5 MILES NORTHEAST OF LINDY, ON THE EASTERLY OF TWO
 NM1819'KNOLLS IN MR. STEWARTS PASTURE.  THE MARK IS A STANDARD U.S.
 NM1819'GEOLOGICAL SURVEY BENCH MARK SET IN A 6 INCH SQUARE CONCRETE
 NM1819'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NM1819'RESET 1946 HERRICK MRC.
 NM1819'
 NM1819'REFERENCE MARK NO. 1 IS 94.02 FEET (SLOPE) SOUTHEAST OF
 NM1819'THE STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NM1819'STAMPED HERRICK MRC NO 1 1948.
 NM1819'
 NM1819'REFERENCE MARK NO. 2 IS 67.38 FEET (SLOPE) SOUTHWEST OF
 NM1819'THE STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NM1819'STAMPED HERRICK MRC NO 2 1948.
 NM1819'
 NM1819'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 2.5
 NM1819'FEET WEST OF A WITNESS POST AND 1 FOOT WEST OF A NORTH AND
 NM1819'SOUTH FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 NM1819'IS STAMPED HERRICK MRC 1948.
 NM1819'
 NM1819'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE, GO SOUTH
 NM1819'1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 15 WITH U.S.
 NM1819'HIGHWAY 81, TURN LEFT (WEST) ON HIGHWAY 81 FOR 8.95 MILES TO
 NM1819'CROSSROADS, TURN LEFT (WEST) ON DIRT ROAD FOR 6.0 MILES TO A
 NM1819'T ROAD RIGHT, TURN RIGHT AND GO NORTH AND WEST FOR 1.0
 NM1819'MILE TO A T ROAD RIGHT, TURN RIGHT FOR 0.3 MILE TO FORKS,
 NM1819'TAKE LEFT FORK AND FOLLOW DRIVEWAY 0.2 MILE TO A GATE IN
 NM1819'THE WEST SIDE OF BARN YARD, 15 YARDS SOUTH OF THE WEST BARN,
 NM1819'GO THROUGH GATE FOLLOWING FARM ROAD WEST FOR 0.25 MILE TO A
 NM1819'GATE, GO THROUGH GATE AND CONTINUE WEST, SOUTHWEST AND WEST
 NM1819'FOR 0.2 MILE TO A WOODEN GATE, GO THROUGH GATE INTO
 NM1819'PASTURE, TURN LEFT 0.05 MILE TO AZIMUTH MARK IN THE FENCE
 NM1819'LINE, CONTINUE ON SOUTHWEST 0.05 MILE TO BOTTOM OF DRAW, TURN
 NM1819'RIGHT ON TRACK ROAD (WESTERLY) FOR 0.35 MILE TO TOP OF
 NM1819'RIDGE, HERE TURN LEFT SOUTHWEST FOR ABOUT 0.15 MILE TO
 NM1819'THE EASTERLY OF TWO KNOLLS AND THE STATION.
 NM1819'
 NM1819'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1819
 NM1819                          STATION RECOVERY (1971)
 NM1819
 NM1819'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AEP)
 NM1819'RECOVERED BY GOLLEHON SCHEMMER AND ASSOCIATES, INC.
 NM1819'
 NM1819'HERRICK RESET 1946 MRC-GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1216 ***********************************************************************
 LH1216  DESIGNATION -  HERRICK RESET
 LH1216  PID         -  LH1216
 LH1216  STATE/COUNTY-  NE/FRANKLIN
 LH1216  COUNTRY     -  US
 LH1216  USGS QUAD   -  FRANKLIN NE (2017)
 LH1216
 LH1216                         *CURRENT SURVEY CONTROL
 LH1216  ______________________________________________________________________
 LH1216* NAD 83(1995) POSITION- 40 14 55.80692(N) 098 45 06.52113(W)   ADJUSTED
 LH1216* NAVD 88 ORTHO HEIGHT -   639.1   (meters)     2097.    (feet) VERTCON
 LH1216  ______________________________________________________________________
 LH1216  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 LH1216  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 LH1216  HORZ ORDER      -  FIRST
 LH1216  VERT ORDER      -  THIRD ? (See Below)
 LH1216
 LH1216.The horizontal coordinates were established by classical geodetic methods
 LH1216.and adjusted by the National Geodetic Survey in August 1997.
 LH1216
 LH1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1216
 LH1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1216.GEOID18 height accuracy estimate available here.
 LH1216
 LH1216.The vertical order pertains to the NGVD 29 superseded value.
 LH1216
 LH1216.Click photographs - Photos may exist for this station.
 LH1216
 LH1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1216
 LH1216. The following values were computed from the NAD 83(1995) position.
 LH1216
 LH1216;                    North         East     Units Scale Factor Converg.
 LH1216;SPC NE       -    46,901.188   606,185.080   MT  0.99989677   +0 49 37.8
 LH1216;SPC NE       -   153,874.98  1,988,792.22   sFT  0.99989677   +0 49 37.8
 LH1216;UTM  14      - 4,455,405.632   521,108.213   MT  0.99960548   +0 09 37.3
 LH1216
 LH1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1216!SPC NE       -   0.99990378  x   0.99989677  =   0.99980056
 LH1216!UTM  14      -   0.99990378  x   0.99960548  =   0.99950930
 LH1216
 LH1216:                Primary Azimuth Mark                     Grid Az
 LH1216:SPC NE       -  HERRICK AZ MK 2                          091 14 43.8
 LH1216:UTM  14      -  HERRICK AZ MK 2                          091 54 44.3
 LH1216
 LH1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2110855405(NAD 83)
 LH1216
 LH1216|---------------------------------------------------------------------|
 LH1216| PID    Reference Object                     Distance      Geod. Az  |
 LH1216|                                                           dddmmss.s |
 LH1216| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX. 5.5 KM 0184150.1 |
 LH1216| LH1199 BLADEN MUNICIPAL TANK               APPROX.15.4 KM 0583824.1 |
 LH1216| LH1215 HERRICK AZ MK 2                     APPROX. 0.6 KM 0920421.6 |
 LH1216| CN8770 HERRICK AZ MK                                      1064901.2 |
 LH1216| CN8771 HERRICK RM 1                         44.183 METERS 12651     |
 LH1216| CN8773 HERRICK RM 3                         10.875 METERS 15150     |
 LH1216| CN8772 HERRICK RM 2                         55.686 METERS 24033     |
 LH1216| CN8774 HERRICK RM 4                         19.963 METERS 24039     |
 LH1216|---------------------------------------------------------------------|
 LH1216
 LH1216                          SUPERSEDED SURVEY CONTROL
 LH1216
 LH1216  NAD 83(1986)-  40 14 55.81283(N)    098 45 06.52075(W) AD(       ) 1
 LH1216  NAD 27      -  40 14 55.76100(N)    098 45 05.26000(W) AD(       ) 1
 LH1216  USSD        -  40 14 55.80000(N)    098 45 05.24800(W) AD(       ) 3
 LH1216
 LH1216.Superseded values are not recommended for survey control.
 LH1216
 LH1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1216.See file dsdata.pdf to determine how the superseded data were derived.
 LH1216
 LH1216_MARKER: DS = TRIANGULATION STATION DISK
 LH1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1216_STAMPING: HERRICK 1898
 LH1216_MARK LOGO: CGS
 LH1216_PROJECTION: RECESSED 30 CENTIMETERS
 LH1216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1216+STABILITY: SURFACE MOTION
 LH1216
 LH1216  HISTORY     - Date     Condition        Report By
 LH1216  HISTORY     - 1898     MONUMENTED       CGS
 LH1216  HISTORY     - 1935     GOOD             CGS
 LH1216  HISTORY     - 1935     GOOD             CGS
 LH1216  HISTORY     - 1951     GOOD             CGS
 LH1216  HISTORY     - 1980     GOOD             NGS
 LH1216
 LH1216                          STATION DESCRIPTION
 LH1216
 LH1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1216'THIS STATION IS IN THE SW. 1/4 OF SE. 1/4 SEC. 2, T. 3 N., R. 13
 LH1216'W., ABOUT 3-1/2 MILES SOUTH AND 1-1/4 MILES WEST OF THE TOWN
 LH1216'OF CAMPBELL, ON LAND OWNED BY LYMAN HERRICK.  THE BEARINGS AND
 LH1216'DISTANCES TO CERTAIN POINTS ARE- TO THE STONE MARKING THE
 LH1216'SOUTHEAST CORNER OF SECTION 2, S 88 DEG 47 MIN E, TO LYMAN
 LH1216'HERRICKS WINDMILL, S 85 DEG 22 MIN E, 149.8 FEET, TO THE STONE
 LH1216'MARKING THE SOUTH CENTER OF SECTION 2, S 84 DEG 27 MIN .4 W, TO
 LH1216'THE STONE MARKING THE SOUTHWEST CORNER OF SECTION 2, S 88 DEG
 LH1216'N 16 DEG 21 MIN .4 W, TO THE BELFRY OF THE SCHOOLHOUSE AT CAMPBELL,
 LH1216'DEG 21 MIN E, TO THE SOUTHWEST CORNER OF MR. HERRICKS
 LH1216'HOUSE, S 85 DEG .6 E ,8.6 FEET, TO THE WIRE FENCE TO THE
 LH1216'SOUTHWARD OF THE STATION, 89.3 FEET.  SURFACE MARK IS A HARD
 LH1216'SANDSTONE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG,
 LH1216'PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 LH1216'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.G.S. CUT
 LH1216'IN ITS TOP.  UNDERGROUND MARK IS A STONE CROCK BURIED BOTTOM
 LH1216'UPWARD ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH A
 LH1216'SMALL DRILL HOLE.
 LH1216
 LH1216                          STATION RECOVERY (1935)
 LH1216
 LH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1216'STATION RECOVERED APRIL 6, 1935 AND SURFACE AND UNDERGROUND MARKS
 LH1216'WERE FOUND IN GOOD CONDITION.  THE SURFACE MARK PROJECTS
 LH1216'ABOUT 2 INCHES ABOVE GROUND.  THE HOUSE, FENCE AND WINDMILL,
 LH1216'REFERRED TO IN THE ORIGINAL DESCRIPTION HAVE BEEN REPLACED BY
 LH1216'NEW STRUCTURES.
 LH1216'
 LH1216'THE STATION IS IN A GARDEN PLOT ON LAND BELONGING TO LOUIS
 LH1216'MEYER, ABOUT 250 FEET WEST OF A WINDMILL, 113 FEET SOUTHWEST
 LH1216'OF THE SOUTHWEST CORNER OF THE MEYER HOUSE AND 31.5 FEET NORTH
 LH1216'OF A WIRE FENCE AND TELEPHONE LINE ON THE NORTH SIDE OF THE
 LH1216'ROAD PASSING IN FRONT OF THE MEYER FARM.  THE SOUTH QUARTER-STONE
 LH1216'OF SECTION 2 HAS BEEN REMOVED AND IS LYING IN FENCE CORNER.
 LH1216'SEARCH WAS NOT MADE FOR THE SOUTHEAST AND SOUTHWEST CORNER
 LH1216'STONE OF SECTION 2.  THE SCHOOLHOUSE REFERRED TO HAS NO BELFRY
 LH1216'AND CANNOT BE SEEN FROM THE GROUND AT THE STATION BECAUSE
 LH1216'OF THE MEYER CHICKEN-HOUSE.  A GOOD AZIMUTH COULD NOW BE
 LH1216'ESTABLISHED ON TRINITY LUTHERAN CHURCH WHICH IS ABOUT ONE
 LH1216'MILE NORTH OF THE STATION IN THE SOUTHEAST QUARTER OF
 LH1216'SECTION 35, T. 4 N., R. 13 W.
 LH1216
 LH1216                          STATION RECOVERY (1935)
 LH1216
 LH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1216'STATION REMARKED AND SURFACE MARK REPLACED, REFERENCE AND
 LH1216'AZIMUTH MARKS SET.  IN THE GARDEN OF THE FARM HOME NOW OCCUPIED
 LH1216'BY MR. LOUIS MEYER AND IS 44 FEET NORTHWEST OF A FENCE
 LH1216'T-INTERSECTION, 33 FEET NORTH OF AN EAST-WEST WOVEN-WIRE FENCE, 30
 LH1216'FEET WEST OF A NORTH-SOUTH WOVEN-WIRE FENCE, AND 113 FEET
 LH1216'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOME.  THE
 LH1216'SURFACE MARK IS SET 12 INCHES BELOW SURFACE OF GROUND,
 LH1216'STAMPED HERRICK 1898.
 LH1216'
 LH1216'THE HOUSE AND WINDMILL USED IN LOCATING THE STATION WHEN IT
 LH1216'WAS ESTABLISHED HAVE BEEN DESTROYED.
 LH1216'
 LH1216'TO REACH FROM CAMPBELL, DRIVE SOUTH ON THE MAIN STREET TO ITS
 LH1216'INTERSECTION WITH STATE HIGHWAY 4, TURN WEST AND GO 0.7 MILE
 LH1216'TO A T-INTERSECTION, LEAVE MAIN HIGHWAY, TURN SOUTH, AND GO
 LH1216'3.0 MILES TO GRADED ROAD INTERSECTION, THEN TURN WEST AND GO
 LH1216'0.5 MILE TO THE LOUIS MEYER FARMHOUSE AND THE STATION.
 LH1216'
 LH1216'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LH1216'DISKS SET IN CONCRETE.
 LH1216'
 LH1216'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 139 FEET
 LH1216'SOUTH OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 1 FOOT NORTH OF AN
 LH1216'EAST-WEST WIRE FENCE, 56 FEET SOUTH OF A TELEPHONE LINE, IS
 LH1216'STAMPED HERRICK 1935, AND PROJECTS 8 INCHES.
 LH1216'
 LH1216'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1 FOOT NORTH OF
 LH1216'AN EAST-WEST FENCE LINE, 56 FEET SOUTH OF A TELEPHONE LINE, IS
 LH1216'STAMPED HERRICK 1935, AND PROJECTS 6 INCHES.
 LH1216'
 LH1216'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, 0.1 MILE SOUTH OF A
 LH1216'GRADED CROSSROAD, 25 FEET EAST OF THE CENTER LINE OF A GRADED
 LH1216'NORTH-SOUTH SECTION-LINE ROAD, IS STAMPED HERRICK 1935, AND
 LH1216'PROJECTS 3 INCHES.
 LH1216'
 LH1216'A 50-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 LH1216'
 LH1216'ELEVATION - 2100 FEET.
 LH1216
 LH1216                          STATION RECOVERY (1951)
 LH1216
 LH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1216'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN
 LH1216'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1216'WERE DESTROYED WHEN THE ROAD WAS WIDENED.  REFERENCE MARK NO. 3
 LH1216'AND REFERENCE MARK NO. 4 WERE ESTABLISHED BY THIS PARTY.
 LH1216'
 LH1216'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1216'
 LH1216'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CAMPBELL,
 LH1216'ON LAND OWNED BY MR. WILLIAM BAYER.  IT IS 113 FEET WEST-SOUTHWEST
 LH1216'OF THE SOUTHWEST CORNER OF A FARM HOUSE, 58 FEET EAST OF A
 LH1216'NORTH-SOUTH FENCE AND 34 FEET NORTH OF AN EAST-WEST FENCE.  IT
 LH1216'IS STAMPED HERRICK 1898 AND IS 12 INCHES BELOW THE SURFACE OF
 LH1216'THE GROUND.
 LH1216'
 LH1216'REFERENCE MARK NO. 3 IS SET IN AN EAST-WEST FENCE LINE, 31 FEET
 LH1216'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT WEST
 LH1216'OF A WITNESS POST.  IT IS STAMPED HERRICK NO 3 1951 AND PROJECTS
 LH1216'3 INCHES.
 LH1216'
 LH1216'REFERENCE MARK NO. 4 IS 31 FEET NORTH OF THE CENTER OF AN
 LH1216'EAST-WEST DIRT ROAD AND 1 FOOT NORTH-NORTHWEST OF A FENCE
 LH1216'CORNER.  IT IS STAMPED HERRICK NO 4 1951 AND PROJECTS 4 INCHES.
 LH1216'
 LH1216'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 LH1216'NO. 4 IS 74.0 FEET.
 LH1216'
 LH1216'THE AZIMUTH MARK IS SET UNDER A TELEPHONE LINE, 25 FEET EAST
 LH1216'OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT NORTH
 LH1216'OF A WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 LH1216'HERRICK 1935 AZIMUTH AND PROJECTS 1 INCH.
 LH1216'
 LH1216'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO SOUTH
 LH1216'ON THE MAIN STREET FOR 0.45 MILE TO STATE HIGHWAY 4, TURN RIGHT
 LH1216'AND GO WEST ON STATE HIGHWAY 4 FOR 0.7 MILE TO A CROSSROAD.  TURN
 LH1216'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD,
 LH1216'TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.5 MILE TO THE
 LH1216'STATION ON THE RIGHT AS DESCRIBED.
 LH1216'
 LH1216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A DIRT
 LH1216'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 LH1216'A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 LH1216'AS DESCRIBED.
 LH1216
 LH1216                          STATION RECOVERY (1980)
 LH1216
 LH1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1216'SUBSURFACE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 LH1216'RECOVERED.  THE AZIMUTH MARK WAS NOT FOUND AND HAD BEEN REPORTED
 LH1216'DESTROYED.  REFERENCE MARK 4 APPEARS TO BEEN LEANING SLIGHTLY
 LH1216'TOWARD THE STATION NOW.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS
 LH1216'2 MINUTES, 54 SECONDS SMALLER THAN 1951 OBSERVATIONS.  THE DISTANCE TO
 LH1216'REFERENCE MARK 3 WAS 0.007 METER LONGER AND THE DISTANCE TO REFERENCE
 LH1216'MARK 4 WAS 0.019 METER SHORTER THAN 1951 DATA.  A NEW AZIMUTH MARK
 LH1216'WAS ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  THE UNDERGROUND
 LH1216'MARK WAS NOT INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 LH1216'
 LH1216'THE STATION IS ABOUT 9 MILES SOUTHEAST OF UPLAND, 4-1/2 MILES
 LH1216'SOUTH-SOUTHWEST OF CAMPBELL, 1-1/2 MILES WEST OF THE WEBSTER/FRANKLIN
 LH1216'COUNTY LINE, IN THE SW1/4, SEC2, T3N, R13W AND ON PROPERTY OWNED
 LH1216'BY DALLAS KOCH, RURAL ROUTE, CAMPBELL, NEBRASKA.  TELEPHONE
 LH1216'402-756 8355.  THE STATION IS AT MR. KOCHS HOUSE.
 LH1216'
 LH1216'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO SOUTH ON
 LH1216'MAIN STREET FOR 0.45 MILE TO STATE HIGHWAY 4.  TURN RIGHT AND GO WEST
 LH1216'ON HIGHWAY 4 FOR 0.7 MILE TO A GRADED CROSSROAD.  TURN LEFT AND GO
 LH1216'SOUTH ON THE GRADED ROAD FOR 3.0 MILES TO A GRADED CROSSROAD AND THE
 LH1216'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 LH1216'AND GO WEST FOR 0.4 MILE TO MR. KOCHS HOME AND THE STATION ON THE
 LH1216'LEFT.
 LH1216'
 LH1216'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HERRICK 1898---
 LH1216'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 12 INCHES BELOW
 LH1216'THE SURFACE.  IT IS 74.2 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 LH1216'CORNER OF A HOUSE, 62.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 LH1216'61.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE.
 LH1216'
 LH1216'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HERRICK NO 3 2098
 LH1216'1951--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 LH1216'INCHES.  IT IS 102.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 LH1216'45.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 31.0 FEET NORTH
 LH1216'OF THE CENTERLINE OF THE ROAD.
 LH1216'
 LH1216'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HERRICK NO 4 2097
 LH1216'1951--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 LH1216'INCH.  IT IS 131.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 LH1216'HOUSE, 119.5 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 31.0
 LH1216'FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LH1216'
 LH1216'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---HERRICK 1898 1980---
 LH1216'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 LH1216'IS 44.5 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 34.0 FEET
 LH1216'WEST OF THE CENTERLINE OF A GRADED ROAD, 25.5 FEET SOUTH OF THE
 LH1216'CENTERLINE OF A GRADED ROAD, 2.4 FEET NORTH OF A JUNCTION POWERLINE
 LH1216'POLE AND 2.0 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0197 ***********************************************************************
 MM0197  DESIGNATION -  HERSHEY
 MM0197  PID         -  MM0197
 MM0197  STATE/COUNTY-  NE/LINCOLN
 MM0197  COUNTRY     -  US
 MM0197  USGS QUAD   -  HERSHEY WEST (2017)
 MM0197
 MM0197                         *CURRENT SURVEY CONTROL
 MM0197  ______________________________________________________________________
 MM0197* NAD 83(1986) POSITION- 41 09 33.     (N) 101 00 12.     (W)   SCALED
 MM0197* NAVD 88 ORTHO HEIGHT -   884.814 (meters)     2902.93  (feet) ADJUSTED
 MM0197  ______________________________________________________________________
 MM0197  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 MM0197  DYNAMIC HEIGHT  -        884.288 (meters)     2901.20  (feet) COMP
 MM0197  MODELED GRAVITY -    979,999.4   (mgal)                       NAVD 88
 MM0197
 MM0197  VERT ORDER      -  FIRST     CLASS II
 MM0197
 MM0197.The horizontal coordinates were scaled from a map and have
 MM0197.an estimated accuracy of +/- 6 seconds.
 MM0197
 MM0197.The orthometric height was determined by differential leveling and
 MM0197.adjusted by the NATIONAL GEODETIC SURVEY
 MM0197.in June 1991.
 MM0197
 MM0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0197.GEOID18 height accuracy estimate available here.
 MM0197
 MM0197.Click photographs - Photos may exist for this station.
 MM0197
 MM0197.The dynamic height is computed by dividing the NAVD 88
 MM0197.geopotential number by the normal gravity value computed on the
 MM0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0197.degrees latitude (g = 980.6199 gals.).
 MM0197
 MM0197.The modeled gravity was interpolated from observed gravity values.
 MM0197
 MM0197;                    North         East    Units  Estimated Accuracy
 MM0197;SPC NE       -   147,690.      415,820.      MT  (+/- 180 meters Scaled)
 MM0197
 MM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL319583(NAD 83)
 MM0197
 MM0197                          SUPERSEDED SURVEY CONTROL
 MM0197
 MM0197  NGVD 29 (02/14/92)  884.434  (m)         2901.68   (f) ADJUSTED    1 2
 MM0197  NGVD 29 (??/??/87)  884.434  (m)         2901.68   (f) SUPERSEDED  1 2
 MM0197
 MM0197.Superseded values are not recommended for survey control.
 MM0197
 MM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0197.See file dsdata.pdf to determine how the superseded data were derived.
 MM0197
 MM0197_MARKER: DB = BENCH MARK DISK
 MM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0197_STAMPING: HERSHEY 1933 2901.681
 MM0197_MARK LOGO: CGS
 MM0197_PROJECTION: FLUSH
 MM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0197+STABILITY: SURFACE MOTION
 MM0197
 MM0197  HISTORY     - Date     Condition        Report By
 MM0197  HISTORY     - 1933     MONUMENTED       CGS
 MM0197  HISTORY     - 1986     GOOD             NGS
 MM0197  HISTORY     - 20040811 GOOD             USPSQD
 MM0197
 MM0197                          STATION DESCRIPTION
 MM0197
 MM0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0197'AT HERSHEY.
 MM0197'AT HERSHEY, LINCOLN COUNTY, AT THE SOUTH SIDE OF THE TOWN HALL
 MM0197'GROUNDS, 30 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 MM0197'40 FEET NORTH OF THE CENTER LINE OF GRANT STREET, 12.5 FEET
 MM0197'NORTH OF THE NORTH CURB, AND 5 FEET NORTH OF THE SIDEWALK.  A
 MM0197'STANDARD DISK, STAMPED 2901.681 HERSHEY 1933 AND SET IN THE TOP
 MM0197'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MM0197
 MM0197                          STATION RECOVERY (1986)
 MM0197
 MM0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0197'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HERSHEY, AT
 MM0197'THE JUNCTION OF GRANT AVENUE AND 1ST STREET, AT THE SITE OF THE OLD
 MM0197'TOWN HALL AND THE FIRE STATION, A CONCRETE SIDEWALK HAS BEEN BUILT
 MM0197'AROUND THE DISK, 11.3 METERS (37 FT) WEST OF THE EXTENDED CENTER OF
 MM0197'GRANT AVENUE, 2.5 METERS (8.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 MM0197'TOWN HALL BUILDING, 0.46 METER (1.5 FT) WEST OF THE SOUTHWEST CORNER
 MM0197'OF THE FIRE STATION, 3.4 METERS (11 FT) NORTH OF THE NORTH CURB OF 1ST
 MM0197'STREET AND 0.49 METER (1.6 FT) NORTH-NORTHWEST OF A FLAGPOLE.
 MM0197'THE MARK IS 0.12 M BELOW THE SIDEWALK SURFACE.
 MM0197
 MM0197                          STATION RECOVERY (2004)
 MM0197
 MM0197'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0455 ***********************************************************************
 MM0455  DESIGNATION -  HERSHEY WATER TK=AIRWAY BN 62
 MM0455  PID         -  MM0455
 MM0455  STATE/COUNTY-  NE/LINCOLN
 MM0455  COUNTRY     -  US
 MM0455  USGS QUAD   -  HERSHEY WEST (2017)
 MM0455
 MM0455                         *CURRENT SURVEY CONTROL
 MM0455  ______________________________________________________________________
 MM0455* NAD 83(1995) POSITION- 41 09 31.85139(N) 101 00 15.23402(W)   ADJUSTED
 MM0455  ______________________________________________________________________
 MM0455  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 MM0455  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 MM0455  HORZ ORDER      -  THIRD
 MM0455
 MM0455.The horizontal coordinates were established by classical geodetic methods
 MM0455.and adjusted by the National Geodetic Survey in August 1997.
 MM0455
 MM0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0455.GEOID18 height accuracy estimate available here.
 MM0455
 MM0455.Click photographs - Photos may exist for this station.
 MM0455
 MM0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0455
 MM0455. The following values were computed from the NAD 83(1995) position.
 MM0455
 MM0455;                    North         East     Units Scale Factor Converg.
 MM0455;SPC NE       -   147,655.623   415,741.089   MT  0.99967683   -0 39 55.8
 MM0455;SPC NE       -   484,433.49  1,363,977.22   sFT  0.99967683   -0 39 55.8
 MM0455;UTM  14      - 4,558,327.020   331,841.723   MT  0.99994803   -1 19 09.8
 MM0455
 MM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3184158327(NAD 83)
 MM0455
 MM0455                          SUPERSEDED SURVEY CONTROL
 MM0455
 MM0455  NAD 83(1986)-  41 09 31.85526(N)    101 00 15.24107(W) AD(       ) 3
 MM0455  NAD 27      -  41 09 31.88200(N)    101 00 13.68900(W) AD(       ) 3
 MM0455
 MM0455.Superseded values are not recommended for survey control.
 MM0455
 MM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0455.See file dsdata.pdf to determine how the superseded data were derived.
 MM0455
 MM0455_MARKER: 53 = ELEVATED TANK
 MM0455
 MM0455  HISTORY     - Date     Condition        Report By
 MM0455  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0455  HISTORY     - 1958     GOOD             CGS
 MM0455  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 MM0455
 MM0455                          STATION DESCRIPTION
 MM0455
 MM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0455'THE STATION IS THE ELEVATED STEEL WATER TANK AT HERSHEY, A
 MM0455'SMALL TOWN ON U.S. HIGHWAY 30 ABOUT 12 MILES WEST OF NORTH
 MM0455'PLATTE.  THE TANK IS SET ON FOUR STEEL LEGS AND IS RECOGNIZABLE
 MM0455'BY THE CAGE LIKE STRUCTURE WHICH SURROUNDS THE BALL.
 MM0455
 MM0455                          STATION RECOVERY (2004)
 MM0455
 MM0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0455'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. SITE WAS
 MM0455'DIRECTLY WEST OF THE OLD TOWN HALL NEAR 1ST STREET AND GRANT AVENUE IN
 MM0455'TOWN OF HERSHEY. ACCORDING TO A CITY OF HERSHEY EMPLOYEE, THE TANK WAS
 MM0455'TORN DOWN IN 1995.  THE STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1121 ***********************************************************************
 MK1121  DESIGNATION -  HH 214
 MK1121  PID         -  MK1121
 MK1121  STATE/COUNTY-  NE/PLATTE
 MK1121  COUNTRY     -  US
 MK1121  USGS QUAD   -  CORNLEA (2017)
 MK1121
 MK1121                         *CURRENT SURVEY CONTROL
 MK1121  ______________________________________________________________________
 MK1121* NAD 83(1986) POSITION- 41 37 54.     (N) 097 30 01.     (W)   SCALED
 MK1121* NAVD 88 ORTHO HEIGHT -   502.783 (meters)     1649.55  (feet) ADJUSTED
 MK1121  ______________________________________________________________________
 MK1121  GEOID HEIGHT    -        -24.932 (meters)                     GEOID18
 MK1121  DYNAMIC HEIGHT  -        502.566 (meters)     1648.84  (feet) COMP
 MK1121  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 MK1121
 MK1121  VERT ORDER      -  FIRST     CLASS II
 MK1121
 MK1121.The horizontal coordinates were scaled from a map and have
 MK1121.an estimated accuracy of +/- 6 seconds.
 MK1121
 MK1121.The orthometric height was determined by differential leveling and
 MK1121.adjusted by the NATIONAL GEODETIC SURVEY
 MK1121.in June 1991.
 MK1121
 MK1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1121.GEOID18 height accuracy estimate available here.
 MK1121
 MK1121.Click photographs - Photos may exist for this station.
 MK1121
 MK1121.The dynamic height is computed by dividing the NAVD 88
 MK1121.geopotential number by the normal gravity value computed on the
 MK1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1121.degrees latitude (g = 980.6199 gals.).
 MK1121
 MK1121.The modeled gravity was interpolated from observed gravity values.
 MK1121
 MK1121;                    North         East    Units  Estimated Accuracy
 MK1121;SPC NE       -   202,670.      708,190.      MT  (+/- 180 meters Scaled)
 MK1121
 MK1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM249099(NAD 83)
 MK1121
 MK1121                          SUPERSEDED SURVEY CONTROL
 MK1121
 MK1121  NGVD 29 (??/??/92)  502.591  (m)         1648.92   (f) ADJ UNCH    1 2
 MK1121
 MK1121.Superseded values are not recommended for survey control.
 MK1121
 MK1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1121.See file dsdata.pdf to determine how the superseded data were derived.
 MK1121
 MK1121_MARKER: DB = BENCH MARK DISK
 MK1121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1121_SP_SET: CULVERT HEADWALL
 MK1121_STAMPING: HH 214 1940
 MK1121_MARK LOGO: CGS
 MK1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1121+STABILITY: SURFACE MOTION
 MK1121
 MK1121  HISTORY     - Date     Condition        Report By
 MK1121  HISTORY     - 1940     MONUMENTED       CGS
 MK1121  HISTORY     - 19911018 GOOD             NEDR
 MK1121
 MK1121                          STATION DESCRIPTION
 MK1121
 MK1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1121'1 MI N FROM TARNOV.
 MK1121'1.0 MILE NORTH ALONG UNION PACIFIC RR FROM DEPOT.  ALONG
 MK1121'RIGHT-OF-WAY OF UNION PACIFIC RR.  0.2 MILE NORTH OF INTERSECTION
 MK1121'OF ROAD AND TRACK.  12 FEET WEST OF CENTER LINE OF TRACK.  3.0
 MK1121'FEET BELOW TOP OF RAIL.  SET FLUSH AND HORIZONTALLY IN TOP OF
 MK1121'CONCRETE HEADWALL AT WEST END OF RAILROAD CULVERT.  NO WOODEN
 MK1121'POST SET, CULVERT ACTS AS LANDMARK.
 MK1121
 MK1121                          STATION RECOVERY (1991)
 MK1121
 MK1121'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1121'TO REACH FROM THE ENTRANCE TO SAINT MICHAELS CHURCH, IN TARNOV, GO
 MK1121'NORTH ON A COUNTY ROAD FOR 0.85 MI (1.37 KM) TO A COUNTY ROAD
 MK1121'INTERSECTION, TURN RIGHT AND GO EAST FOR 0.15 MI (0.24 KM) TO A
 MK1121'RAILROAD CROSSING, THEN 0.2 MI (0.3 KM) NORTH ALONG THE TRACK TO THE
 MK1121'MARK, 12 FT (3.7 M) WEST FROM AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 MK1121'TRACKS, SET INTO THE TOP OF THE WEST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0015 ***********************************************************************
 LH0015  DESIGNATION -  HH 250
 LH0015  PID         -  LH0015
 LH0015  STATE/COUNTY-  NE/ADAMS
 LH0015  COUNTRY     -  US
 LH0015  USGS QUAD   -  HASTINGS WEST (2017)
 LH0015
 LH0015                         *CURRENT SURVEY CONTROL
 LH0015  ______________________________________________________________________
 LH0015* NAD 83(1986) POSITION- 40 34 58.     (N) 098 24 04.     (W)   SCALED
 LH0015* NAVD 88 ORTHO HEIGHT -   590.582 (meters)     1937.60  (feet) ADJUSTED
 LH0015  ______________________________________________________________________
 LH0015  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 LH0015  DYNAMIC HEIGHT  -        590.252 (meters)     1936.52  (feet) COMP
 LH0015  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 LH0015
 LH0015  VERT ORDER      -  FIRST     CLASS II
 LH0015
 LH0015.The horizontal coordinates were scaled from a map and have
 LH0015.an estimated accuracy of +/- 6 seconds.
 LH0015
 LH0015.The orthometric height was determined by differential leveling and
 LH0015.adjusted by the NATIONAL GEODETIC SURVEY
 LH0015.in June 1991.
 LH0015
 LH0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0015.GEOID18 height accuracy estimate available here.
 LH0015
 LH0015.Click photographs - Photos may exist for this station.
 LH0015
 LH0015.The dynamic height is computed by dividing the NAVD 88
 LH0015.geopotential number by the normal gravity value computed on the
 LH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0015.degrees latitude (g = 980.6199 gals.).
 LH0015
 LH0015.The modeled gravity was interpolated from observed gravity values.
 LH0015
 LH0015;                    North         East    Units  Estimated Accuracy
 LH0015;SPC NE       -    84,460.      635,330.      MT  (+/- 180 meters Scaled)
 LH0015
 LH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK506926(NAD 83)
 LH0015
 LH0015                          SUPERSEDED SURVEY CONTROL
 LH0015
 LH0015  NGVD 29 (??/??/92)  590.352  (m)         1936.85   (f) ADJ UNCH    1 2
 LH0015
 LH0015.Superseded values are not recommended for survey control.
 LH0015
 LH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0015.See file dsdata.pdf to determine how the superseded data were derived.
 LH0015
 LH0015_MARKER: DB = BENCH MARK DISK
 LH0015_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0015+WITH SETTING: PAVEMENT
 LH0015_SP_SET: TOWER BASE
 LH0015_STAMPING: HH 250 1947
 LH0015_MARK LOGO: CGS
 LH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0015+STABILITY: SURFACE MOTION
 LH0015
 LH0015  HISTORY     - Date     Condition        Report By
 LH0015  HISTORY     - 1947     MONUMENTED       CGS
 LH0015
 LH0015                          STATION DESCRIPTION
 LH0015
 LH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0015'0.8 MI W FROM HASTINGS.
 LH0015'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0015'FROM THE STATION AT HASTINGS, IN THE TOP OF THE SOUTHEAST CORNER
 LH0015'OF THE NORTH CONCRETE BASE OF A LARGE OVERHEAD SIGNAL TOWER,
 LH0015'ABOUT 0.15 MILE EAST OF THE RAILROAD ROUND HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0852 ***********************************************************************
 MJ0852  DESIGNATION -  HH 261
 MJ0852  PID         -  MJ0852
 MJ0852  STATE/COUNTY-  NE/WASHINGTON
 MJ0852  COUNTRY     -  US
 MJ0852  USGS QUAD   -  LOVELAND (2018)
 MJ0852
 MJ0852                         *CURRENT SURVEY CONTROL
 MJ0852  ______________________________________________________________________
 MJ0852* NAD 83(1986) POSITION- 41 25 45.     (N) 095 56 02.     (W)   SCALED
 MJ0852* NAVD 88 ORTHO HEIGHT -   301.710 (meters)      989.86  (feet) ADJUSTED
 MJ0852  ______________________________________________________________________
 MJ0852  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 MJ0852  DYNAMIC HEIGHT  -        301.572 (meters)      989.41  (feet) COMP
 MJ0852  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 MJ0852
 MJ0852  VERT ORDER      -  SECOND    CLASS 0
 MJ0852
 MJ0852.The horizontal coordinates were scaled from a map and have
 MJ0852.an estimated accuracy of +/- 6 seconds.
 MJ0852
 MJ0852.The orthometric height was determined by differential leveling and
 MJ0852.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0852.in June 1991.
 MJ0852
 MJ0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0852.GEOID18 height accuracy estimate available here.
 MJ0852
 MJ0852.Click photographs - Photos may exist for this station.
 MJ0852
 MJ0852.The dynamic height is computed by dividing the NAVD 88
 MJ0852.geopotential number by the normal gravity value computed on the
 MJ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0852.degrees latitude (g = 980.6199 gals.).
 MJ0852
 MJ0852.The modeled gravity was interpolated from observed gravity values.
 MJ0852
 MJ0852;                    North         East    Units  Estimated Accuracy
 MJ0852;SPC NE       -   185,170.      839,630.      MT  (+/- 180 meters Scaled)
 MJ0852
 MJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548905(NAD 83)
 MJ0852
 MJ0852                          SUPERSEDED SURVEY CONTROL
 MJ0852
 MJ0852  NGVD 29 (??/??/92)  301.574  (m)          989.41   (f) ADJ UNCH    2 0
 MJ0852
 MJ0852.Superseded values are not recommended for survey control.
 MJ0852
 MJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0852.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0852
 MJ0852_MARKER: DD = SURVEY DISK
 MJ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0852_STAMPING: H H 261
 MJ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0852+STABILITY: SURFACE MOTION
 MJ0852
 MJ0852  HISTORY     - Date     Condition        Report By
 MJ0852  HISTORY     - UNK      MONUMENTED       DOD
 MJ0852  HISTORY     - 1948     GOOD             CGS
 MJ0852  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0852
 MJ0852                          STATION DESCRIPTION
 MJ0852
 MJ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0852'6.8 MI SE FROM FORT CALHOUN.
 MJ0852'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0852'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT
 MJ0852'ROAD, THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.5
 MJ0852'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 OF A MILE
 MJ0852'EAST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES EAST ALONG A
 MJ0852'PRIVATE DIRT ROAD TO THE WEST BANK OF THE MISSOURI RIVER, ABOUT
 MJ0852'0.25 OF A MILE (EST.) SOUTH OF THE SOUTH END OF BOYER CHUTE,
 MJ0852'ABOUT 0.1 OF A MILE (EST.) NORTH OF RIVER MILEPOST 649, 125 FEET
 MJ0852'(EST.) WEST OF REVETMENT AT WEST BANK OF RIVER, JUST NORTH OF
 MJ0852'DIKE NUMBER 677.5, ABOUT 47 YARDS SOUTH OF EAST-WEST TRAIL ROAD
 MJ0852'LEADING TO THE RIVER, 92 FEET WEST OF WEST BANK OF THE MISSOURI
 MJ0852'RIVER, 4.6 FEET NORTHEAST OF AN 18 INCH COTTONWOOD TREE, SET IN
 MJ0852'THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0852
 MJ0852                          STATION RECOVERY (1955)
 MJ0852
 MJ0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0852'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1149 ***********************************************************************
 LG1149  DESIGNATION -  HICKMAN MUNICIPAL TANK
 LG1149  PID         -  LG1149
 LG1149  STATE/COUNTY-  NE/LANCASTER
 LG1149  COUNTRY     -  US
 LG1149  USGS QUAD   -  CORTLAND (2017)
 LG1149
 LG1149                         *CURRENT SURVEY CONTROL
 LG1149  ______________________________________________________________________
 LG1149* NAD 83(1995) POSITION- 40 37 29.36551(N) 096 38 09.57571(W)   ADJUSTED
 LG1149  ______________________________________________________________________
 LG1149  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 LG1149  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 LG1149  HORZ ORDER      -  THIRD
 LG1149
 LG1149.The horizontal coordinates were established by classical geodetic methods
 LG1149.and adjusted by the National Geodetic Survey in August 1997.
 LG1149
 LG1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1149.GEOID18 height accuracy estimate available here.
 LG1149
 LG1149.Click photographs - Photos may exist for this station.
 LG1149
 LG1149.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1149
 LG1149. The following values were computed from the NAD 83(1995) position.
 LG1149
 LG1149;                    North         East     Units Scale Factor Converg.
 LG1149;SPC NE       -    93,413.995   784,494.511   MT  0.99977582   +2 13 45.5
 LG1149;SPC NE       -   306,475.75  2,573,795.74   sFT  0.99977582   +2 13 45.5
 LG1149;UTM  14      - 4,499,796.863   699,948.405   MT  1.00009212   +1 32 23.0
 LG1149
 LG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9994899796(NAD 83)
 LG1149
 LG1149                          SUPERSEDED SURVEY CONTROL
 LG1149
 LG1149  NAD 83(1986)-  40 37 29.37277(N)    096 38 09.57472(W) AD(       ) 3
 LG1149  NAD 27      -  40 37 29.37600(N)    096 38 08.51000(W) AD(       ) 3
 LG1149
 LG1149.Superseded values are not recommended for survey control.
 LG1149
 LG1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1149.See file dsdata.pdf to determine how the superseded data were derived.
 LG1149
 LG1149_MARKER: 53 = ELEVATED TANK
 LG1149
 LG1149  HISTORY     - Date     Condition        Report By
 LG1149  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1149  HISTORY     - 20020816 MARK NOT FOUND   USPSQD
 LG1149
 LG1149                          STATION DESCRIPTION
 LG1149
 LG1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1149'THE TANK IS LOCATED IN THE NORTH EDGE OF TOWN.  IT IS A FOUR
 LG1149'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  THE TANK IS PAINTED
 LG1149'SILVER AND THE LEGS ARE BLACK.  THE LETTERS HICKMAN ARE PAINTED
 LG1149'IN BLACK ON THE EAST SIDE OF THE TANK.  THE OVERALL HEIGHT
 LG1149'IS ABOUT 100 FEET.  IT IS 75 FEET SOUTH OF THE CENTER OF
 LG1149'AN EAST-WEST DIRT ROAD AND 175 FEET WEST OF THE CENTER OF A
 LG1149'NORTH-SOUTH DIRT ROAD.  THE POINT OBSERVED UPON WAS THE BALL
 LG1149'AT THE APEX OF THE ROOF.
 LG1149
 LG1149                          STATION RECOVERY (2002)
 LG1149
 LG1149'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1149'PER VILLAGE CLERK TANK DESCRIBED IN 1947 WAS DEMOLISHED IN 1979/1980.
 LG1149'NEW TANK COMPLETED EAST OF TOWN IN JULY 1978. OLD TANK WAS BETWEEN
 LG1149'CEDAR AND MAPLE STS. AND SOUTH OF W. 7TH ST. (ALSO HICKMAN RD.) THE
 LG1149'EAST-WEST DIRT ROAD IS NOW HICKMAN RD. AND THE NORTH-SOUTH DIRT ROAD
 LG1149'IS NOW MAPLE ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1394 ***********************************************************************
 LF1394  DESIGNATION -  HICKORY GROVE LUTHERAN CHURCH
 LF1394  PID         -  LF1394
 LF1394  STATE/COUNTY-  NE/NEMAHA
 LF1394  COUNTRY     -  US
 LF1394  USGS QUAD   -  BROCK (2017)
 LF1394
 LF1394                         *CURRENT SURVEY CONTROL
 LF1394  ______________________________________________________________________
 LF1394* NAD 83(1995) POSITION- 40 22 38.26093(N) 095 55 59.86892(W)   ADJUSTED
 LF1394  ______________________________________________________________________
 LF1394  GEOID HEIGHT    -        -29.231 (meters)                     GEOID18
 LF1394  LAPLACE CORR    -         -7.05  (seconds)                    DEFLEC18
 LF1394  HORZ ORDER      -  THIRD
 LF1394
 LF1394.The horizontal coordinates were established by classical geodetic methods
 LF1394.and adjusted by the National Geodetic Survey in August 1997.
 LF1394
 LF1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1394.GEOID18 height accuracy estimate available here.
 LF1394
 LF1394.Click photographs - Photos may exist for this station.
 LF1394
 LF1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1394
 LF1394. The following values were computed from the NAD 83(1995) position.
 LF1394
 LF1394;                    North         East     Units Scale Factor Converg.
 LF1394;SPC NE       -    68,516.475   845,173.750   MT  0.99985070   +2 41 42.0
 LF1394;SPC NE       -   224,791.14  2,772,874.21   sFT  0.99985070   +2 41 42.0
 LF1394;UTM  15      - 4,473,766.000   250,980.467   MT  1.00036339   -1 54 04.4
 LF1394;UTM  14      - 4,474,150.566   760,346.641   MT  1.00043443   +1 59 16.0
 LF1394
 LF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5098073766(NAD 83)
 LF1394
 LF1394                          SUPERSEDED SURVEY CONTROL
 LF1394
 LF1394  NAD 83(1986)-  40 22 38.26791(N)    095 55 59.86415(W) AD(       ) 3
 LF1394  NAD 27      -  40 22 38.26700(N)    095 55 58.85900(W) AD(       ) 3
 LF1394
 LF1394.Superseded values are not recommended for survey control.
 LF1394
 LF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1394.See file dsdata.pdf to determine how the superseded data were derived.
 LF1394
 LF1394_MARKER: 90 = CHURCH SPIRE
 LF1394
 LF1394  HISTORY     - Date     Condition        Report By
 LF1394  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1394
 LF1394                          STATION DESCRIPTION
 LF1394
 LF1394'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1390 ***********************************************************************
 LF1390  DESIGNATION -  HICKS
 LF1390  PID         -  LF1390
 LF1390  STATE/COUNTY-  NE/NEMAHA
 LF1390  COUNTRY     -  US
 LF1390  USGS QUAD   -  HOWE (2017)
 LF1390
 LF1390                         *CURRENT SURVEY CONTROL
 LF1390  ______________________________________________________________________
 LF1390* NAD 83(1995) POSITION- 40 17 35.41343(N) 095 47 12.87199(W)   ADJUSTED
 LF1390* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 LF1390  ______________________________________________________________________
 LF1390  GEOID HEIGHT    -        -29.747 (meters)                     GEOID18
 LF1390  LAPLACE CORR    -         -6.03  (seconds)                    DEFLEC18
 LF1390  HORZ ORDER      -  FIRST
 LF1390
 LF1390.The horizontal coordinates were established by classical geodetic methods
 LF1390.and adjusted by the National Geodetic Survey in August 1997.
 LF1390
 LF1390.The orthometric height was scaled from a topographic map.
 LF1390
 LF1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1390.GEOID18 height accuracy estimate available here.
 LF1390
 LF1390.Click photographs - Photos may exist for this station.
 LF1390
 LF1390.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1390
 LF1390. The following values were computed from the NAD 83(1995) position.
 LF1390
 LF1390;                    North         East     Units Scale Factor Converg.
 LF1390;SPC NE       -    59,782.511   858,044.168   MT  0.99988032   +2 47 31.2
 LF1390;SPC NE       -   196,136.45  2,815,099.91   sFT  0.99988032   +2 47 31.2
 LF1390;UTM  15      - 4,464,024.405   263,115.312   MT  1.00029081   -1 48 11.3
 LF1390
 LF1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1390!SPC NE       -   0.99994991  x   0.99988032  =   0.99983023
 LF1390!UTM  15      -   0.99994991  x   1.00029081  =   1.00024070
 LF1390
 LF1390:                Primary Azimuth Mark                     Grid Az
 LF1390:SPC NE       -  HICKS AZ MK                              102 12 32.7
 LF1390:UTM  15      -  HICKS AZ MK                              106 48 15.2
 LF1390
 LF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6311564024(NAD 83)
 LF1390
 LF1390|---------------------------------------------------------------------|
 LF1390| PID    Reference Object                     Distance      Geod. Az  |
 LF1390|                                                           dddmmss.s |
 LF1390| CL7079 HICKS RM 1                           35.040 METERS 00801     |
 LF1390| LF1367 PERU MUNICIPAL TANK                 APPROX.20.7 KM 0122509.3 |
 LF1390| CL7080 HICKS RM 2                           38.731 METERS 08758     |
 LF1390| CL7078 HICKS AZ MK                                        1050003.9 |
 LF1390| LF1377 SHUBERT MUNICIPAL TANK              APPROX.10.7 KM 1241314.8 |
 LF1390| LF1388 AUBURN MUNICIPAL STANDPIPE          APPROX.11.2 KM 3310505.2 |
 LF1390| LF1389 AUBURN ST JOSEPHS CATH CHURCH       APPROX.10.9 KM 3334702.3 |
 LF1390|---------------------------------------------------------------------|
 LF1390
 LF1390                          SUPERSEDED SURVEY CONTROL
 LF1390
 LF1390  NAD 83(1986)-  40 17 35.42054(N)    095 47 12.86769(W) AD(       ) 1
 LF1390  NAD 27      -  40 17 35.41100(N)    095 47 11.89100(W) AD(       ) 1
 LF1390
 LF1390.Superseded values are not recommended for survey control.
 LF1390
 LF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1390.See file dsdata.pdf to determine how the superseded data were derived.
 LF1390
 LF1390_MARKER: DS = TRIANGULATION STATION DISK
 LF1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1390_STAMPING: HICKS 1934
 LF1390_MARK LOGO: CGS
 LF1390_PROJECTION: FLUSH
 LF1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1390+STABILITY: SURFACE MOTION
 LF1390
 LF1390  HISTORY     - Date     Condition        Report By
 LF1390  HISTORY     - 1934     MONUMENTED       CGS
 LF1390  HISTORY     - 1947     GOOD             CGS
 LF1390
 LF1390                          STATION DESCRIPTION
 LF1390
 LF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1390'STATION IS LOCATED ABOUT 5 MILES EAST AND SOUTH OF HOWE, NEBR.,
 LF1390'AND IS 10 MILES SOUTH AND EAST OF AUBURN, NEBR., IN T. 4 N.,
 LF1390'14 W., SOUTHEAST QUARTER OF SEC. 24, ON LAND OWNED AND OCCUPIED
 LF1390'BY A.W. HICKS, WHO LIVES JUST EAST OF STATION.  MARK, NOTE 1B,
 LF1390'IS IN A CULTIVATED FIELD JUST WEST OF CORRALS WHICH ARE WEST OF
 LF1390'THE HICKS HOUSE, 15 FEET WEST OF NORTH-SOUTH CORRAL FENCE AND
 LF1390'GATE, 25 FEET NORTH OF EAST-WEST FENCE AND IS FLUSH WITH
 LF1390'GROUND.  UNDERGROUND MARK IS SET AS DESCRIBED.
 LF1390'
 LF1390'TO REACH FROM AUBURN, GO SOUTH ON U.S. HIGHWAY 75 TO JUNCTION
 LF1390'OF U.S. HIGHWAY 73, THENCE EAST ON HIGHWAY 73 FOR 2 MILES, THENCE
 LF1390'SOUTH 1 MILE, THENCE EAST 1 MILE, THENCE SOUTH 0.8 MILE, LEAVE
 LF1390'HIGHWAY 73 TURN RIGHT (WEST) AND GO 0.1 MILE TO WHITE HOUSE AND
 LF1390'CORRALS WHERE STATION IS LOCATED.
 LF1390'
 LF1390'REFERENCE MARK NO. 1 IS 35.040 METERS (114.95 FEET)
 LF1390'NORTH OF STATION, FLUSH WITH GROUND, ON WEST SIDE OF NORTH-SOUTH
 LF1390'CORRAL FENCE.
 LF1390'
 LF1390'REFERENCE MARK NO. 2 IS 38.710 METERS (127.00 FEET)
 LF1390'EAST OF STATION, SOUTH OF EAST-WEST BOARD FENCE BETWEEN TWO
 LF1390'CORRALS AND IS FLUSH WITH GROUND.
 LF1390'
 LF1390'AZIMUTH MARK IS EAST BY SOUTH OF STATION.  REACHED FROM
 LF1390'STATION BY GOING SOUTH ON U.S. HIGHWAY 73 FROM THE HICKS HOUSE
 LF1390'0.2 MILE, THENCE EAST ON DIRT ROAD 0.4 MILE TO MARK 32 FEET
 LF1390'NORTH OF CENTERLINE OF ROAD, 3 FEET SOUTH OF EAST-WEST FENCE
 LF1390'LINE, ABOUT 11 PACES WEST OF GATE WHICH IS ON SOUTH SIDE OF
 LF1390'ROAD.
 LF1390'
 LF1390'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LF1390
 LF1390                          STATION RECOVERY (1947)
 LF1390
 LF1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1390'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD
 LF1390'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LF1390'
 LF1390'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF AUBURN,
 LF1390'5.0 MILES SOUTHEAST OF HOWE, ON LAND OWNED BY MR. A.W. HICKS.  IT
 LF1390'IS 0.1 MILE WEST OF THE BARN, 20 FEET SOUTHWEST OF A T FENCE
 LF1390'CORNER THAT SEPARATES TWO CORRALS, 20 FEET NORTHWEST OF THE
 LF1390'NORTH POST OF A WOODEN GATE AND 15 FEET WEST OF THE NORTH AND
 LF1390'SOUTH CORRAL FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF1390'DISK IS STAMPED HICKS 1934.
 LF1390'
 LF1390'REFERENCE MARK NO. 1 IS 114.95 FEET NORTH OF THE STATION AND
 LF1390'0.5 FEET WEST OF THE CORRAL FENCE.  THE MARK IS FLUSH WITH THE
 LF1390'GROUND AND THE DISK IS STAMPED HICKS NO1 1934.
 LF1390'
 LF1390'REFERENCE MARK NO.2 IS 127.07 FEET EAST OF THE STATION AND 8
 LF1390'FEET SOUTH OF AN EAST AND WEST FENCE BETWEEN TWO CORRALS.  THE
 LF1390'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HICKS NO2 1934.
 LF1390'
 LF1390'AZIMUTH MARK IS ABOUT 0.4 MILE EAST-SOUTHEAST OF THE STATION, 31
 LF1390'FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET WEST-SOUTHWEST
 LF1390'OF A FENCE CORNER AND 3 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS
 LF1390'8 INCHES AND THE DISK IS STAMPED HICKS AZI 1934.
 LF1390'
 LF1390'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 73, 75 AND STATE
 LF1390'HIGHWAY 3 IN AUBURN, GO SOUTH ON US HIGHWAYS 73, 75 FOR 5.2
 LF1390'MILES, TURN LEFT (EAST) ON STATE HIGHWAY 54 FOR 2.0 MILES, TURN
 LF1390'RIGHT (SOUTH) 1.0 MILE, TURN LEFT (EAST) 1.0 MILE, TURN RIGHT
 LF1390'(SOUTH) FOR 0.8 MILE TO MR. A.W. HICKS HOME ON THE RIGHT, TURN
 LF1390'RIGHT ON DRIVEWAY TO HICKS HOUSE, PASS THROUGH BARN LOTS AND
 LF1390'CONTINUE ON WEST TO STATION AT WEST SIDE OF CORRALS.
 LF1390'
 LF1390'TO REACH THE AZIMUTH FROM HICKS HOUSE, GO SOUTH ON STATE
 LF1390'HIGHWAY 54 FOR 0.2 MILE, TURN LEFT FOR 0.4 MILE TO THE MARK ON
 LF1390'THE LEFT.
 LF1390'
 LF1390'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0392 ***********************************************************************
 NN0392  DESIGNATION -  HIGGINS
 NN0392  PID         -  NN0392
 NN0392  STATE/COUNTY-  NE/KEYA PAHA
 NN0392  COUNTRY     -  US
 NN0392  USGS QUAD   -  MARIAVILLE (2017)
 NN0392
 NN0392                         *CURRENT SURVEY CONTROL
 NN0392  ______________________________________________________________________
 NN0392* NAD 83(1995) POSITION- 42 52 08.56407(N) 099 16 30.07822(W)   ADJUSTED
 NN0392* NAVD 88 ORTHO HEIGHT -   625.369 (meters)     2051.73  (feet) ADJUSTED
 NN0392  ______________________________________________________________________
 NN0392  GEOID HEIGHT    -        -24.702 (meters)                     GEOID18
 NN0392  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 NN0392  DYNAMIC HEIGHT  -        625.138 (meters)     2050.97  (feet) COMP
 NN0392  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 NN0392
 NN0392  HORZ ORDER      -  FIRST
 NN0392  VERT ORDER      -  SECOND    CLASS 0
 NN0392
 NN0392.The horizontal coordinates were established by classical geodetic methods
 NN0392.and adjusted by the National Geodetic Survey in August 1997.
 NN0392
 NN0392.The orthometric height was determined by differential leveling and
 NN0392.adjusted by the NATIONAL GEODETIC SURVEY
 NN0392.in June 1991.
 NN0392
 NN0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0392.GEOID18 height accuracy estimate available here.
 NN0392
 NN0392.Click photographs - Photos may exist for this station.
 NN0392
 NN0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0392
 NN0392.The dynamic height is computed by dividing the NAVD 88
 NN0392.geopotential number by the normal gravity value computed on the
 NN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0392.degrees latitude (g = 980.6199 gals.).
 NN0392
 NN0392.The modeled gravity was interpolated from observed gravity values.
 NN0392
 NN0392. The following values were computed from the NAD 83(1995) position.
 NN0392
 NN0392;                    North         East     Units Scale Factor Converg.
 NN0392;SPC NE       -   337,322.106   559,236.720   MT  0.99994256   +0 28 49.6
 NN0392;SPC NE       - 1,106,697.61  1,834,762.47   sFT  0.99994256   +0 28 49.6
 NN0392;SPC SD S     -    60,064.498   686,475.736   MT  0.99999174   +0 43 48.3
 NN0392;SPC SD S     -   197,061.61  2,252,212.48   sFT  0.99999174   +0 43 48.3
 NN0392;UTM  14      - 4,746,309.376   477,535.879   MT  0.99960621   -0 11 13.6
 NN0392
 NN0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0392!SPC NE       -   0.99990581  x   0.99994256  =   0.99984837
 NN0392!SPC SD S     -   0.99990581  x   0.99999174  =   0.99989755
 NN0392!UTM  14      -   0.99990581  x   0.99960621  =   0.99951206
 NN0392
 NN0392:                Primary Azimuth Mark                     Grid Az
 NN0392:SPC NE       -  HIGGINS AZ MK                            354 55 53.6
 NN0392:SPC SD S     -  HIGGINS AZ MK                            354 40 54.9
 NN0392:UTM  14      -  HIGGINS AZ MK                            355 35 56.8
 NN0392
 NN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7753546309(NAD 83)
 NN0392
 NN0392|---------------------------------------------------------------------|
 NN0392| PID    Reference Object                     Distance      Geod. Az  |
 NN0392|                                                           dddmmss.s |
 NN0392| NN0394 HIGGINS RM 1                         25.088 METERS 01919     |
 NN0392| NN0393 HIGGINS RM 2                         28.237 METERS 14903     |
 NN0392| NN0781 BASSETT MUNICIPAL TANK              APPROX.38.0 KM 2143110.2 |
 NN0392| NN0391 HIGGINS AZ MK                                      3552443.2 |
 NN0392|---------------------------------------------------------------------|
 NN0392
 NN0392                          SUPERSEDED SURVEY CONTROL
 NN0392
 NN0392  NAD 83(1986)-  42 52 08.57076(N)    099 16 30.08595(W) AD(       ) 1
 NN0392  NAD 27      -  42 52 08.56600(N)    099 16 28.71600(W) AD(       ) 1
 NN0392  NGVD 29 (??/??/92)  625.098  (m)         2050.84   (f) ADJ UNCH    2 0
 NN0392  NGVD 29             625.10   (m)         2050.8    (f) LEVELING    3  
 NN0392
 NN0392.Superseded values are not recommended for survey control.
 NN0392
 NN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0392.See file dsdata.pdf to determine how the superseded data were derived.
 NN0392
 NN0392_MARKER: DS = TRIANGULATION STATION DISK
 NN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0392_STAMPING: HIGGINS 1934
 NN0392_MARK LOGO: CGS
 NN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0392+STABILITY: SURFACE MOTION
 NN0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0392+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2012
 NN0392
 NN0392  HISTORY     - Date     Condition        Report By
 NN0392  HISTORY     - 1934     MONUMENTED       CGS
 NN0392  HISTORY     - 1940     GOOD             CGS
 NN0392  HISTORY     - 1946     GOOD             CGS
 NN0392  HISTORY     - 1949     GOOD             CGS
 NN0392  HISTORY     - 20121104 GOOD             GCT
 NN0392
 NN0392                          STATION DESCRIPTION
 NN0392
 NN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0392'STATION IS LOCATED IN CENTER OF HILL, HIGHEST IN VICINITY, 100
 NN0392'YARDS SOUTH AND 200 YARDS EAST OF SEC. 1, T. 33 N., R. 17 W.,
 NN0392'IN KEYAPAHA COUNTY, 73 FEET SOUTH OF DIM FIELD-ROAD LEADING
 NN0392'ACROSS NORTH EDGE OF HILL.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 NN0392'
 NN0392'TO REACH STATION FROM NEWPORT, NEBR., GO EAST (FROM FARMERS
 NN0392'STATE BANK) 0.2 MILE ON U.S. HIGHWAY 20, TURN LEFT (NORTH) AND
 NN0392'GO 20.5 MILES ON MAIN DIRT ROAD (MAKING TWO SLIGHT TURNS TO
 NN0392'WEST) TO INTERSECTION OF DIM EAST-WEST ROAD.  TURN RIGHT (EAST)
 NN0392'3.0 MILES TO DIRT ROAD RUNNING NORTH-AND-SOUTH, TURN RIGHT
 NN0392'(SOUTH) FOR 1.0 MILE FOLLOWING TELEPHONE LINE TO WHERE MAIN
 NN0392'ROAD TURNS LEFT.  KEEP GOING STRAIGHT AHEAD (SOUTH) TO GATE,
 NN0392'GO THROUGH GATE AND PROCEED TO LEFT FOR 150 YARDS TO TOP OF
 NN0392'HILL AND STATION.
 NN0392'
 NN0392'REFERENCE MARK NO. 1 IS NORTH OF STATION, IN SEC. 1, T. 33 N.,
 NN0392'R. 17 W., IN KEYAPAHA COUNTY.  MARK IS ON NORTHERN EDGE OF
 NN0392'MOST PROMINENT RISE IN VICINITY, 9 FEET NORTH OF DIM FIELD-ROAD
 NN0392'RUNNING ACROSS NORTH EDGE OF HILL.  MARK PROJECTS 1 INCH ABOVE
 NN0392'GROUND.
 NN0392'
 NN0392'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION ON SOUTHERN EDGE
 NN0392'OF SAME SLOPE AS REFERENCE MARK NO. 1.  MARK IS LOCATED IN SEC.
 NN0392'1, T. 33 N., R. 17 W., IN KEYAPAHA COUNTY.  MARK PROJECTS 8 INCHES
 NN0392'ABOVE GROUND.
 NN0392'
 NN0392'AZIMUTH MARK IS 1.05 MILES NORTH OF STATION IN FENCE CORNER ALONG
 NN0392'TELEPHONE LINE, 1 FOOT NORTH AND 1 FOOT EAST OF CORNER POST
 NN0392'53 FEET SOUTHEAST OF INTERSECTION OF EAST-WEST AND NORTH-SOUTH
 NN0392'DIRT ROADS.  MARK PROJECTS 7 INCHES ABOVE GROUND.  TO REACH
 NN0392'FROM STATION GO WEST DOWN SIDE OF HILL TO GATE, TURN RIGHT
 NN0392'(NORTH) AND GO 1.0 MILE TO AZIMUTH IN FENCE CORNER ON RIGHT
 NN0392'(EAST).
 NN0392'
 NN0392'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 NN0392
 NN0392                          STATION RECOVERY (1940)
 NN0392
 NN0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0392'STATION RECOVERED AS DESCRIBED.
 NN0392
 NN0392                          STATION RECOVERY (1946)
 NN0392
 NN0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0392'8 MI SE FROM BROCKSBURG.
 NN0392'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0392'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0392'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD TO
 NN0392'SITE OF MARK, BENCH MARK IS ABOUT 185 YARDS SOUTHEAST OF THE
 NN0392'INTERSECTION OF TWO DIRT ROADS, ON TOP OF THE CENTER OF A SMALL
 NN0392'HILL AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0392'DISK STAMPED HIGGINS 1934 SET IN THE TOP OF A CONCRETE POST
 NN0392'WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 NN0392
 NN0392                          STATION RECOVERY (1949)
 NN0392
 NN0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0392'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0392'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NN0392'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0392'
 NN0392'THE STATION IS LOCATED ABOUT 21.0 MILES NORTH OF NEWPORT, 25-1/2
 NN0392'MILES WEST-SOUTHWEST OF BUTTE AND 5.0 MILES NORTH OF THE NIOBRARA
 NN0392'RIVER, ON THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS
 NN0392'ABOUT 0.1 MILE SOUTH OF EAST-WEST SECTION LINE ROAD, 0.1 MILE
 NN0392'EAST OF NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT SOUTHEAST
 NN0392'OF WITNESS POST.  IT IS STAMPED HIGGINS 1934 AND PROJECTS 1
 NN0392'FOOT.
 NN0392'
 NN0392'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET
 NN0392'NEAR THE NORTH SLOPE OF THE HILL AND ON APPROXIMATELY THE SAME
 NN0392'ELEVATION AS THE STATION.  IT IS STAMPED HIGGINS NO 1 1934
 NN0392'AND PROJECTS 1 FOOT.
 NN0392'
 NN0392'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 1 FOOT SOUTHEAST
 NN0392'OF WITNESS POST AND ON ABOUT THE SAME ELEVATION AS THE STATION.
 NN0392'IT IS STAMPED HIGGINS NO 2 1934 AND PROJECTS 6 INCHES.
 NN0392'
 NN0392'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH-NORTHWEST OF THE
 NN0392'STATION, SET IN THE SOUTHEAST ANGLE OF CROSSROAD, 35 FEET SOUTH
 NN0392'OF THE CENTER OF EAST-WEST ROAD, 35 FEET EAST OF THE CENTER OF
 NN0392'NORTH-SOUTH ROAD, 1 FOOT NORTHEAST OF FENCE CORNER AND 1 FOOT
 NN0392'SOUTH OF WITNESS POST.  IT IS STAMPED HIGGINS AZI 1934 AND
 NN0392'PROJECTS 6 INCHES.
 NN0392'
 NN0392'TO REACH THE STATION FROM THE CROSS STREETS JUST NORTH OF THE
 NN0392'POST OFFICE IN NEWPORT, GO EAST FOR 0.2 MILE TO JUNCTION WITH
 NN0392'GRAVEL ROAD, TURN LEFT AND FOLLOW MAIN ROAD NORTH, WEST AND
 NN0392'NORTH FOR 12.8 MILES TO CENTER OF BRIDGE OVER NIOBRARA RIVER,
 NN0392'CONTINUE NORTH, EAST AND NORTH ON MAIN ROAD FOR 7.3 MILES TO
 NN0392'CROSSROAD AND A LARGE MAIL BOX ON THE RIGHT, TURN RIGHT AND
 NN0392'GO EAST ON SECTION LINE ROAD FOR 3.0 MILES TO CROSSROAD AND
 NN0392'AZIMUTH MARK IN THE SOUTHEAST ANGLE AS DESCRIBED, TURN RIGHT
 NN0392'AND GO SOUTH FOR 0.9 MILE TO FORKS, CONTINUE STRAIGHT AHEAD
 NN0392'SOUTH FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND TURN LEFT
 NN0392'AND GO EAST ACROSS PASTURE FOR 0.1 MILE TO THE HIGHEST
 NN0392'POINT AND STATION AS DESCRIBED.
 NN0392'
 NN0392'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0392'
 NN0392'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET
 NN0392'
 NN0392'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET
 NN0392'
 NN0392'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET
 NN0392'
 NN0392'A 4 FOOT SIGNAL AT STATION LONE TREE IS VISIBLE AT 4 FEET
 NN0392
 NN0392                          STATION RECOVERY (2012)
 NN0392
 NN0392'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0392'FOUND AS DESCRIBED
 NN0392'SEE OPUS-DB DATA SHEET (WWW.NGS.NOAA.GOV/OPUS/VIEW.JSP) FOR GPS
 NN0392'QUALITY
 NN0392'HORIZONTAL POSITION AND UPDATED (GPS DERIVED) ORTHOMETRIC HEIGHT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0391 ***********************************************************************
 NN0391  DESIGNATION -  HIGGINS AZ MK
 NN0391  PID         -  NN0391
 NN0391  STATE/COUNTY-  NE/KEYA PAHA
 NN0391  COUNTRY     -  US
 NN0391  USGS QUAD   -  JAMISON (2017)
 NN0391
 NN0391                         *CURRENT SURVEY CONTROL
 NN0391  ______________________________________________________________________
 NN0391* NAD 83(1986) POSITION- 42 53 01.     (N) 099 16 35.     (W)   SCALED
 NN0391* NAVD 88 ORTHO HEIGHT -   597.553 (meters)     1960.47  (feet) ADJUSTED
 NN0391  ______________________________________________________________________
 NN0391  GEOID HEIGHT    -        -24.770 (meters)                     GEOID18
 NN0391  DYNAMIC HEIGHT  -        597.330 (meters)     1959.74  (feet) COMP
 NN0391  MODELED GRAVITY -    980,229.5   (mgal)                       NAVD 88
 NN0391
 NN0391  VERT ORDER      -  SECOND    CLASS 0
 NN0391
 NN0391.The horizontal coordinates were scaled from a map and have
 NN0391.an estimated accuracy of +/- 6 seconds.
 NN0391
 NN0391.The orthometric height was determined by differential leveling and
 NN0391.adjusted by the NATIONAL GEODETIC SURVEY
 NN0391.in June 1991.
 NN0391
 NN0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0391.GEOID18 height accuracy estimate available here.
 NN0391
 NN0391.Click photographs - Photos may exist for this station.
 NN0391
 NN0391.The dynamic height is computed by dividing the NAVD 88
 NN0391.geopotential number by the normal gravity value computed on the
 NN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0391.degrees latitude (g = 980.6199 gals.).
 NN0391
 NN0391.The modeled gravity was interpolated from observed gravity values.
 NN0391
 NN0391;                    North         East    Units  Estimated Accuracy
 NN0391;SPC NE       -   338,940.      559,110.      MT  (+/- 180 meters Scaled)
 NN0391
 NN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN774479(NAD 83)
 NN0391
 NN0391                          SUPERSEDED SURVEY CONTROL
 NN0391
 NN0391  NGVD 29 (??/??/92)  597.280  (m)         1959.58   (f) ADJ UNCH    2 0
 NN0391
 NN0391.Superseded values are not recommended for survey control.
 NN0391
 NN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0391.See file dsdata.pdf to determine how the superseded data were derived.
 NN0391
 NN0391_MARKER: DR = REFERENCE MARK DISK
 NN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0391_STAMPING: HIGGINS AZI 1934
 NN0391_MARK LOGO: CGS
 NN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0391+STABILITY: SURFACE MOTION
 NN0391
 NN0391  HISTORY     - Date     Condition        Report By
 NN0391  HISTORY     - 1934     MONUMENTED       CGS
 NN0391  HISTORY     - 1946     GOOD             CGS
 NN0391
 NN0391                          STATION DESCRIPTION
 NN0391
 NN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0391'7 MI SE FROM BROCKSBURG.
 NN0391'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0391'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0391'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF
 NN0391'TWO DIRT ROADS, 37.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 NN0391'CENTER LINE OF THE EAST-WEST ROAD, 29.0 FEET EAST OF THE CENTER
 NN0391'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT NORTHEAST OF A FENCE
 NN0391'CORNER AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0391'DISK STAMPED HIGGINS AZI 1934 SET IN THE TOP OF A CONCRETE POST
 NN0391'WHICH PROJECTS ABOUT 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0394 ***********************************************************************
 NN0394  DESIGNATION -  HIGGINS RM 1
 NN0394  PID         -  NN0394
 NN0394  STATE/COUNTY-  NE/KEYA PAHA
 NN0394  COUNTRY     -  US
 NN0394  USGS QUAD   -  MARIAVILLE (2017)
 NN0394
 NN0394                         *CURRENT SURVEY CONTROL
 NN0394  ______________________________________________________________________
 NN0394* NAD 83(1986) POSITION- 42 52 09.33   (N) 099 16 29.71   (W)   HD_HELD1
 NN0394* NAVD 88 ORTHO HEIGHT -   624.862 (meters)     2050.07  (feet) ADJUSTED
 NN0394  ______________________________________________________________________
 NN0394  GEOID HEIGHT    -        -24.703 (meters)                     GEOID18
 NN0394  DYNAMIC HEIGHT  -        624.631 (meters)     2049.31  (feet) COMP
 NN0394  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 NN0394
 NN0394  VERT ORDER      -  SECOND    CLASS 0
 NN0394
 NN0394.The horizontal coordinates were determined by differentially corrected
 NN0394.hand held GPS observations or other comparable positioning techniques
 NN0394.and have an estimated accuracy of +/- 3 meters.
 NN0394
 NN0394.The orthometric height was determined by differential leveling and
 NN0394.adjusted by the NATIONAL GEODETIC SURVEY
 NN0394.in June 1991.
 NN0394
 NN0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0394.GEOID18 height accuracy estimate available here.
 NN0394
 NN0394.Click photographs - Photos may exist for this station.
 NN0394
 NN0394.The dynamic height is computed by dividing the NAVD 88
 NN0394.geopotential number by the normal gravity value computed on the
 NN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0394.degrees latitude (g = 980.6199 gals.).
 NN0394
 NN0394.The modeled gravity was interpolated from observed gravity values.
 NN0394
 NN0394;                    North         East    Units  Estimated Accuracy
 NN0394;SPC NE       -   337,345.8     559,244.9     MT  (+/- 3 meters HH1 GPS) 
 NN0394
 NN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7754446332(NAD 83)
 NN0394
 NN0394                          SUPERSEDED SURVEY CONTROL
 NN0394
 NN0394  NGVD 29 (??/??/92)  624.592  (m)         2049.18   (f) ADJ UNCH    2 0
 NN0394
 NN0394.Superseded values are not recommended for survey control.
 NN0394
 NN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0394.See file dsdata.pdf to determine how the superseded data were derived.
 NN0394
 NN0394_MARKER: DR = REFERENCE MARK DISK
 NN0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0394_STAMPING: HIGGINS NO 1 1934
 NN0394_MARK LOGO: CGS
 NN0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0394+STABILITY: SURFACE MOTION
 NN0394
 NN0394  HISTORY     - Date     Condition        Report By
 NN0394  HISTORY     - 1934     MONUMENTED       CGS
 NN0394  HISTORY     - 1946     GOOD             CGS
 NN0394
 NN0394                          STATION DESCRIPTION
 NN0394
 NN0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0394'8 MI SE FROM BROCKSBURG.
 NN0394'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0394'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0394'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE
 NN0394'OF MARK, BENCH MARK IS ABOUT 175 YARDS SOUTHEAST OF THE
 NN0394'INTERSECTION OF TWO DIRT ROADS, ON TOP OF THE HIGHEST POINT OF A
 NN0394'SMALL HILL AND IS 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0394'BRONZE DISK STAMPED HIGGINS NO 1 1934 SET IN THE TOP OF A
 NN0394'CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0393 ***********************************************************************
 NN0393  DESIGNATION -  HIGGINS RM 2
 NN0393  PID         -  NN0393
 NN0393  STATE/COUNTY-  NE/KEYA PAHA
 NN0393  COUNTRY     -  US
 NN0393  USGS QUAD   -  MARIAVILLE (2017)
 NN0393
 NN0393                         *CURRENT SURVEY CONTROL
 NN0393  ______________________________________________________________________
 NN0393* NAD 83(1986) POSITION- 42 52 07.78   (N) 099 16 29.44   (W)   HD_HELD1
 NN0393* NAVD 88 ORTHO HEIGHT -   624.635 (meters)     2049.32  (feet) ADJUSTED
 NN0393  ______________________________________________________________________
 NN0393  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 NN0393  DYNAMIC HEIGHT  -        624.404 (meters)     2048.57  (feet) COMP
 NN0393  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 NN0393
 NN0393  VERT ORDER      -  SECOND    CLASS 0
 NN0393
 NN0393.The horizontal coordinates were determined by differentially corrected
 NN0393.hand held GPS observations or other comparable positioning techniques
 NN0393.and have an estimated accuracy of +/- 3 meters.
 NN0393
 NN0393.The orthometric height was determined by differential leveling and
 NN0393.adjusted by the NATIONAL GEODETIC SURVEY
 NN0393.in June 1991.
 NN0393
 NN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0393.GEOID18 height accuracy estimate available here.
 NN0393
 NN0393.Click photographs - Photos may exist for this station.
 NN0393
 NN0393.The dynamic height is computed by dividing the NAVD 88
 NN0393.geopotential number by the normal gravity value computed on the
 NN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0393.degrees latitude (g = 980.6199 gals.).
 NN0393
 NN0393.The modeled gravity was interpolated from observed gravity values.
 NN0393
 NN0393;                    North         East    Units  Estimated Accuracy
 NN0393;SPC NE       -   337,298.0     559,251.4     MT  (+/- 3 meters HH1 GPS) 
 NN0393
 NN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7755046285(NAD 83)
 NN0393
 NN0393                          SUPERSEDED SURVEY CONTROL
 NN0393
 NN0393  NGVD 29 (??/??/92)  624.364  (m)         2048.43   (f) ADJ UNCH    2 0
 NN0393
 NN0393.Superseded values are not recommended for survey control.
 NN0393
 NN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0393.See file dsdata.pdf to determine how the superseded data were derived.
 NN0393
 NN0393_MARKER: DR = REFERENCE MARK DISK
 NN0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0393_STAMPING: HIGGINS NO 2 1934
 NN0393_MARK LOGO: CGS
 NN0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0393+STABILITY: SURFACE MOTION
 NN0393
 NN0393  HISTORY     - Date     Condition        Report By
 NN0393  HISTORY     - 1934     MONUMENTED       CGS
 NN0393  HISTORY     - 1946     GOOD             CGS
 NN0393
 NN0393                          STATION DESCRIPTION
 NN0393
 NN0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0393'8 MI SE FROM BROCKSBURG.
 NN0393'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0393'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0393'DIRT ROAD THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE
 NN0393'OF MARK, BENCH MARK IS ABOUT 193 YARDS SOUTHEAST OF THE
 NN0393'INTERSECTION OF TWO DIRT ROADS, ON TOP OF THE SOUTH SLOPE OF A
 NN0393'SMALL HILL AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0393'BRONZE DISK STAMPED HIGGINS NO 2 1934 SET IN THE TOP OF A
 NN0393'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0717 ***********************************************************************
 NP0717  DESIGNATION -  HIGH VIEW
 NP0717  PID         -  NP0717
 NP0717  STATE/COUNTY-  NE/BOX BUTTE
 NP0717  COUNTRY     -  US
 NP0717  USGS QUAD   -  KILPATRICK LAKE NE (2017)
 NP0717
 NP0717                         *CURRENT SURVEY CONTROL
 NP0717  ______________________________________________________________________
 NP0717* NAD 83(1995) POSITION- 42 13 59.46415(N) 103 16 19.05533(W)   ADJUSTED
 NP0717* NAVD 88 ORTHO HEIGHT -  1355.72  (+/-2cm)     4447.9   (feet) VERTCON
 NP0717  ______________________________________________________________________
 NP0717  GEOID HEIGHT    -        -18.390 (meters)                     GEOID18
 NP0717  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 NP0717  HORZ ORDER      -  FIRST
 NP0717  VERT ORDER      -  THIRD ? (See Below)
 NP0717
 NP0717.The horizontal coordinates were established by classical geodetic methods
 NP0717.and adjusted by the National Geodetic Survey in August 1997.
 NP0717
 NP0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0717
 NP0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0717.GEOID18 height accuracy estimate available here.
 NP0717
 NP0717.The vertical order pertains to the NGVD 29 superseded value.
 NP0717
 NP0717.Click photographs - Photos may exist for this station.
 NP0717
 NP0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0717
 NP0717. The following values were computed from the NAD 83(1995) position.
 NP0717
 NP0717;                    North         East     Units Scale Factor Converg.
 NP0717;SPC NE       -   271,560.514   230,042.500   MT  0.99973914   -2 10 05.9
 NP0717;SPC NE       -   890,944.79    754,731.10   sFT  0.99973914   -2 10 05.9
 NP0717;UTM  13      - 4,677,112.490   642,590.624   MT  0.99985017   +1 09 42.1
 NP0717
 NP0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0717!SPC NE       -   0.99979030  x   0.99973914  =   0.99952950
 NP0717!UTM  13      -   0.99979030  x   0.99985017  =   0.99964050
 NP0717
 NP0717:                Primary Azimuth Mark                     Grid Az
 NP0717:SPC NE       -  HIGH VIEW AZ MK                          303 01 54.5
 NP0717:UTM  13      -  HIGH VIEW AZ MK                          299 42 06.5
 NP0717
 NP0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4259077112(NAD 83)
 NP0717
 NP0717|---------------------------------------------------------------------|
 NP0717| PID    Reference Object                     Distance      Geod. Az  |
 NP0717|                                                           dddmmss.s |
 NP0717| CQ3971 HIGH VIEW RM 1                       59.253 METERS 05504     |
 NP0717| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.18.9 KM 0581151.2 |
 NP0717| CQ3972 HIGH VIEW RM 2                       71.781 METERS 29954     |
 NP0717| CQ3970 HIGH VIEW AZ MK                                    3005148.6 |
 NP0717|---------------------------------------------------------------------|
 NP0717
 NP0717                          SUPERSEDED SURVEY CONTROL
 NP0717
 NP0717  NAD 83(1993)-  42 13 59.46412(N)    103 16 19.05557(W) AD(       ) 1
 NP0717  NAD 83(1986)-  42 13 59.46303(N)    103 16 19.05353(W) AD(       ) 1
 NP0717  NAD 27      -  42 13 59.60700(N)    103 16 17.31200(W) AD(       ) 1
 NP0717  NGVD 29            1355.05   (m)         4445.7    (f) LEVELING    3  
 NP0717
 NP0717.Superseded values are not recommended for survey control.
 NP0717
 NP0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0717.See file dsdata.pdf to determine how the superseded data were derived.
 NP0717
 NP0717_MARKER: DS = TRIANGULATION STATION DISK
 NP0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0717_STAMPING: HIGH VIEW 1934
 NP0717_MARK LOGO: CGS
 NP0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0717+STABILITY: SURFACE MOTION
 NP0717
 NP0717  HISTORY     - Date     Condition        Report By
 NP0717  HISTORY     - 1934     MONUMENTED       CGS
 NP0717  HISTORY     - 1946     GOOD             CGS
 NP0717  HISTORY     - 1967     GOOD             USAF
 NP0717
 NP0717                          STATION DESCRIPTION
 NP0717
 NP0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0717'STATION IS 6 MILES S OF AND 9-1/2 MILES W OF HEMINGFORD (VIA
 NP0717'ROAD).  IT IS LOCATED ON A HILL IN PASTURE LAND 250 YARDS
 NP0717'SSW OF FARM BUILDINGS OWNED BY IRA SMITH, ABOUT 1/2 MILE W
 NP0717'OF THE HIGH-VIEW FARM BUILDINGS, AND 150 YARDS S OF A GOOD
 NP0717'GRADED ROAD.  THE LAND ON WHICH THE STATION WAS PLACED IS
 NP0717'SCHOOL LAND.
 NP0717'
 NP0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0717'BRONZE DISKS SET IN CONCRETE.
 NP0717'
 NP0717'REFERENCE MARK NO. 1 IS NE AND NO. 2 IS NW OF STATION.
 NP0717'
 NP0717'AZIMUTH MARK IS NW OF STATION, 35.5 FEET S OF THE GRADED
 NP0717'ROAD MENTIONED ABOVE (CENTER LINE), AND 3 FEET S OF AN E-W
 NP0717'FENCE.
 NP0717'
 NP0717'THE STATION MAY BE REACHED FROM HEMINGFORD BY DRIVING ON GOOD
 NP0717'GRADED ROADS TO THE HIGH-VIEW FARM, OWNED BY MR. RANSWELL,
 NP0717'WHICH IS 6 MILES S AND 9 MILES W OF HEMINGFORD.  THERE IS A VERY
 NP0717'LARGE, RED BARN, WITH THE WORD HIGH-VIEW PAINTED ON THE W END,
 NP0717'AND A WINDMILL 10 YARDS W OF THE BARN.  FROM THE HIGH-VIEW
 NP0717'RED BARN, DRIVE W ABOUT 1/2 MILE TO THE WHITE HOUSE, WITH
 NP0717'WHITE WINDMILL N OF THE ROAD, OWNED BY IRA SMITH.  DRIVE BACK
 NP0717'W FROM THIS FARM 0.1 MILE AND GO THROUGH GATE ON S SIDE OF
 NP0717'ROAD.  DRIVE 1/4 MILE SW TO TOP OF HILL AND STATION.
 NP0717'
 NP0717'A 20-FOOT STAND WILL CLEAR ALL LINES.
 NP0717
 NP0717                          STATION RECOVERY (1946)
 NP0717
 NP0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0717'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND ALL MARKS
 NP0717'WERE FOUND IN GOOD CONDITION.
 NP0717'
 NP0717'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NP0717'
 NP0717'LOCATED ON A GRASSY HILL ABOUT 16 MILES NORTHWEST OF ALLIANCE
 NP0717'AND ABOUT 8 MILES SOUTHWEST OF HEMINGFORD, 0.5 MILE WEST OF
 NP0717'THE HIGH-VIEW FARM BUILDINGS, AND 150 YARDS SOUTH OF A GRAVELED
 NP0717'ROAD.  IT PROJECTS ABOUT
 NP0717'18 INCHES.  IT IS STAMPED HIGH VIEW 1934.
 NP0717'
 NP0717'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0717'IT PROJECTS 10 INCHES AND IS STAMPED
 NP0717'HIGH VIEW NO 1 1934.
 NP0717'
 NP0717'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION.
 NP0717'IT PROJECTS 10 INCHES AND IS STAMPED
 NP0717'HIGH VIEW NO 2 1934.
 NP0717'
 NP0717'AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 33 FEET
 NP0717'SOUTH OF THE CENTER OF A GRAVELED ROAD AND ON THE CREST OF A
 NP0717'SMALL RIDGE.  IT PROJECTS 1 INCH
 NP0717'AND IS STAMPED HIGH VIEW AZIMUTH 1934.
 NP0717'
 NP0717'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2
 NP0717'WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE,
 NP0717'GO NORTHWEST ON HIGHWAY NO. 2 FOR 9.65 MILES TO THE VILLAGE OF
 NP0717'BEREA AND A SCHOOLHOUSE ON THE LEFT.  CONTINUE ON HIGHWAY
 NP0717'FOR 0.25 MILE TO A CROSSROAD, TURN LEFT, WEST, ONTO A GRAVELED
 NP0717'ROAD AND GO 4.75 MILES TO A CROSSROAD, TWO HOUSES ON THE
 NP0717'LEFT.  TURN RIGHT AND GO 1.0 MILE TO CROSSROAD.  TURN LEFT,
 NP0717'WEST, AND CONTINUE STRAIGHT AHEAD FOR 10.35 MILES TO A FARM
 NP0717'HOUSE ON THE RIGHT AND MAILBOX ON THE LEFT.  CONTINUE
 NP0717'WEST, STRAIGHT AHEAD, FOR 0.05 MILE TO A TRACK ROAD LEFT,
 NP0717'TURN LEFT ON TRACK ROAD AND GO SOUTH UP HILL FOR 0.15 MILE
 NP0717'TO THE SUMMIT AND THE STATION AS DESCRIBED.
 NP0717'
 NP0717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TRACK
 NP0717'ROAD FOR 0.15 MILE TO MAIN ROAD, TURN LEFT AND GO 0.2 MILE TO
 NP0717'THE SUMMIT OF A SMALL RIDGE AND THE AZIMUTH MARK ON THE LEFT
 NP0717'AS DESCRIBED.
 NP0717
 NP0717                          STATION RECOVERY (1967)
 NP0717
 NP0717'RECOVERY NOTE BY US AIR FORCE 1967
 NP0717'STATION, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK RECOVERED IN
 NP0717'GOOD CONDITION
 NP0717'
 NP0717'THE 1946 ROUTE DESCRIPTION IS ADEQUATE EXCEPT THAT STATE HWY
 NP0717'19 IS NOW U.S. HWY 385 AND THE TO REACH PORTION SHOULD READ--TO
 NP0717'REACH FROM THE JUNCTION OF U.S. HWY 385 AND STATE HWY 2 WHICH
 NP0717'IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE.
 NP0717'
 NP0717'THE FOLLOWING ROUTE IS FROM THE MSC-39 SITE JUST EAST OF
 NP0717'HEMINGFORD.
 NP0717'
 NP0717'TO REACH THE STATION FROM THE SITE, GO SOUTH 0.15 MILES TO
 NP0717'STATE HWY 87, TURN RIGHT, WEST, ON HWY 87 FOR 1.9 MILES TO THE
 NP0717'JUNCTION OF HWYS 87 AND 2.  CONTINUE WEST ON HWYS 87 AND 2
 NP0717'FOR 12.25 MILES TO CROSSROADS WHERE HWY 2 TURNS NORTH.  THERE
 NP0717'IS A SCHOOLHOUSE IN THE SW CORNER OF THE CROSSROADS.  HERE
 NP0717'TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 6.25 MILES TO A CROSSROAD,
 NP0717'TURN LEFT, EAST, AND GO 1.55 MILES TO A GATE ON THE RIGHT,
 NP0717'IN THE NW CORNER OF A PASTURE.  TURN RIGHT THROUGH THE GATE
 NP0717'AND THEN LEFT ALONG THE SOUTH SIDE OF THE FENCE FOR 0.35
 NP0717'MILES AND THEN RIGHT, SOUTH, FOR 0.15 MILES TO THE HIGHEST
 NP0717'POINT IN THE AREA AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0790 ***********************************************************************
 NN0790  DESIGNATION -  HIGHLAND
 NN0790  PID         -  NN0790
 NN0790  STATE/COUNTY-  NE/BROWN
 NN0790  COUNTRY     -  US
 NN0790  USGS QUAD   -  DUTCH CREEK (2017)
 NN0790
 NN0790                         *CURRENT SURVEY CONTROL
 NN0790  ______________________________________________________________________
 NN0790* NAD 83(1995) POSITION- 42 40 41.75138(N) 099 52 06.78089(W)   ADJUSTED
 NN0790* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 NN0790  ______________________________________________________________________
 NN0790  GEOID HEIGHT    -        -22.901 (meters)                     GEOID18
 NN0790  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 NN0790  HORZ ORDER      -  SECOND
 NN0790
 NN0790.The horizontal coordinates were established by classical geodetic methods
 NN0790.and adjusted by the National Geodetic Survey in August 1997.
 NN0790
 NN0790.The orthometric height was scaled from a topographic map.
 NN0790
 NN0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0790.GEOID18 height accuracy estimate available here.
 NN0790
 NN0790.Click photographs - Photos may exist for this station.
 NN0790
 NN0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0790
 NN0790. The following values were computed from the NAD 83(1995) position.
 NN0790
 NN0790;                    North         East     Units Scale Factor Converg.
 NN0790;SPC NE       -   315,890.383   510,772.873   MT  0.99986841   +0 05 13.6
 NN0790;SPC NE       - 1,036,383.70  1,675,760.67   sFT  0.99986841   +0 05 13.6
 NN0790;UTM  14      - 4,725,453.248   428,837.425   MT  0.99966230   -0 35 19.7
 NN0790
 NN0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0790!SPC NE       -   0.99988406  x   0.99986841  =   0.99975248
 NN0790!UTM  14      -   0.99988406  x   0.99966230  =   0.99954640
 NN0790
 NN0790:                Primary Azimuth Mark                     Grid Az
 NN0790:SPC NE       -  HIGHLAND AZ MK                           209 51 57.9
 NN0790:UTM  14      -  HIGHLAND AZ MK                           210 32 31.2
 NN0790
 NN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2883725453(NAD 83)
 NN0790
 NN0790|---------------------------------------------------------------------|
 NN0790| PID    Reference Object                     Distance      Geod. Az  |
 NN0790|                                                           dddmmss.s |
 NN0790| CO3684 HIGHLAND RM 1                        18.512 METERS 16730     |
 NN0790| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.14.3 KM 1791409.1 |
 NN0790| CO3683 HIGHLAND AZ MK                                     2095711.5 |
 NN0790| CO3685 HIGHLAND RM 2                        17.756 METERS 32646     |
 NN0790|---------------------------------------------------------------------|
 NN0790
 NN0790                          SUPERSEDED SURVEY CONTROL
 NN0790
 NN0790  NAD 83(1986)-  42 40 41.75832(N)    099 52 06.79326(W) AD(       ) 2
 NN0790  NAD 27      -  42 40 41.75800(N)    099 52 05.36100(W) AD(       ) 2
 NN0790
 NN0790.Superseded values are not recommended for survey control.
 NN0790
 NN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0790.See file dsdata.pdf to determine how the superseded data were derived.
 NN0790
 NN0790_MARKER: DS = TRIANGULATION STATION DISK
 NN0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0790_STAMPING: HIGHLAND 1949
 NN0790_MARK LOGO: CGS
 NN0790_PROJECTION: FLUSH
 NN0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0790+STABILITY: SURFACE MOTION
 NN0790
 NN0790  HISTORY     - Date     Condition        Report By
 NN0790  HISTORY     - 1949     MONUMENTED       CGS
 NN0790  HISTORY     - 1967     GOOD             USAF
 NN0790
 NN0790                          STATION DESCRIPTION
 NN0790
 NN0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0790'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF AINSWORTH, 3/4
 NN0790'MILES WEST OF STATE ROUTE NO 7 AND 0.6 MILE NORTHEAST OF THE
 NN0790'HIGHLAND GROVE SCHOOL HOUSE, ON THE HIGH POINT OF A SAND HILL
 NN0790'IN A PASTURE AND ON LAND OWNED BY MRS. IDA MEYERS OF AINSWORTH.
 NN0790'IT IS STAMPED HIGHLAND 1949 AND SET FLUSH WITH THE GROUND
 NN0790'SURFACE.
 NN0790'
 NN0790'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, SET
 NN0790'ON THE SOUTH SLOPE OF THE HILL AND ABOUT 3 FEET LOWER IN ELEVATION
 NN0790'THAN STATION MARK.  IT IS STAMPED HIGHLAND NO 1 1949 AND SET FLUSH
 NN0790'WITH THE GROUND SURFACE.
 NN0790'
 NN0790'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 NN0790'ON THE NORTH SLOPE OF THE HILL AND ABOUT 3 FEET LOWER IN
 NN0790'ELEVATION THAN STATION MARK.  IT IS STAMPED HIGHLAND NO
 NN0790'2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0790'
 NN0790'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE STATION,
 NN0790'150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHLAND
 NN0790'GROVE SCHOOL HOUSE, 40 FEET WEST OF THE CENTER OF NORTH-SOUTH
 NN0790'ROAD, 10 FEET SOUTH OF FENCE CORNER, 1 FOOT EAST OF FENCE
 NN0790'LINE AND 1-1/2 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NN0790'HIGHLAND 1949 AND PROJECTS 4 INCHES.
 NN0790'
 NN0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NN0790'AND STATE ROUTE NO 7 IN THE NORTHEAST EDGE OF AINSWORTH, GO
 NN0790'NORTH ON STATE ROUTE NO 7 FOR 8.0 MILES TO CROSSROAD, TURN
 NN0790'LEFT AND GO WEST 1.0 MILE TO CROSSROAD AND SMALL CHURCH HOUSE
 NN0790'IN THE NORTHEAST ANGLE, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 NN0790'TO THE HIGHLAND GROVE SCHOOL HOUSE ON THE LEFT AND AZIMUTH
 NN0790'MARK JUST SOUTHEAST AS DESCRIBED, CONTINUE NORTH FOR 0.1 MILE
 NN0790'TO TRACK ROAD RIGHT INTO FIELD, TURN RIGHT AND GO EAST ACROSS
 NN0790'FIELD FOR 0.2 MILE TO OLD BUILDING SITE, TURN LEFT AND GO
 NN0790'NORTH ACROSS FIELD FOR 0.3 MILE TO THE HIGHEST POINT AND
 NN0790'STATION AS DESCRIBED.
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 37 FEET
 NN0790'
 NN0790'AN 87 FOOT SIGNAL AT STATION AINSWORTH IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 74 FOOT SIGNAL AT STATION AINSPORT IS VISIBLE AT 37 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION NIOBRARA USGS IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION TURKEY IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION PLUM IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION MEADVILLE IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0790
 NN0790                          STATION RECOVERY (1967)
 NN0790
 NN0790'RECOVERY NOTE BY US AIR FORCE 1967
 NN0790'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NN0790'IN GOOD CONDITION.
 NN0790'
 NN0790'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NN0790'
 NN0790'TO REACH THE STATION FROM THE U.S. POST OFFICE IN AINSWORTH,
 NN0790'NEBRASKA, GO NORTH ON MAIN STREET TO ITS INTERSECTION WITH
 NN0790'U.S. HIGHWAY 20.  THENCE, EAST ON HIGHWAY 20 FOR 7 BLOCKS TO
 NN0790'THE NEBRASKA STATE DEPARTMENT OF ROADS OFFICE.  THENCE LEFT
 NN0790'(NORTH) ON OLD STATE ROUTE 7 FOR 8.0 MILES TO A CROSSROADS.
 NN0790'TURN LEFT (WEST) FOR 1.0 MILE TO A CROSSROAD AND SMALL CHURCH
 NN0790'IN THE NORTHWEST CORNER.  TURN RIGHT (NORTH) FOR 0.5 MILE TO
 NN0790'THE HIGHLAND GROVE SCHOOLHOUSE ON THE LEFT, AND THE AZIMUTH
 NN0790'MARK JUST SOUTHEAST AS DESCRIBED.  CONTINUE NORTH FOR 0.55
 NN0790'MILE TO A DIRT ROAD GOING WEST AND A FIELD ROAD TO THE
 NN0790'RIGHT.  TURN RIGHT (EAST) ON THE FIELD ROAD FOR 0.4 MILE TO A
 NN0790'NORTH-SOUTH RIDGELINE.  TURN RIGHT (SOUTH), FOLLOWING RIDGELINE,
 NN0790'FOR 0.2 MILE TO THE HIGHEST HILL IN THE AREA AND THE
 NN0790'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1344 ***********************************************************************
 LH1344  DESIGNATION -  HILDRETH MUNICIPAL TANK
 LH1344  PID         -  LH1344
 LH1344  STATE/COUNTY-  NE/FRANKLIN
 LH1344  COUNTRY     -  US
 LH1344  USGS QUAD   -  HILDRETH (2017)
 LH1344
 LH1344                         *CURRENT SURVEY CONTROL
 LH1344  ______________________________________________________________________
 LH1344* NAD 83(1995) POSITION- 40 20 25.96512(N) 099 02 41.31087(W)   ADJUSTED
 LH1344  ______________________________________________________________________
 LH1344  GEOID HEIGHT    -        -25.477 (meters)                     GEOID18
 LH1344  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LH1344  HORZ ORDER      -  THIRD
 LH1344
 LH1344.The horizontal coordinates were established by classical geodetic methods
 LH1344.and adjusted by the National Geodetic Survey in August 1997.
 LH1344
 LH1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1344.GEOID18 height accuracy estimate available here.
 LH1344
 LH1344.Click photographs - Photos may exist for this station.
 LH1344
 LH1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1344
 LH1344. The following values were computed from the NAD 83(1995) position.
 LH1344
 LH1344;                    North         East     Units Scale Factor Converg.
 LH1344;SPC NE       -    56,765.302   581,148.096   MT  0.99986338   +0 37 58.8
 LH1344;SPC NE       -   186,237.49  1,906,650.04   sFT  0.99986338   +0 37 58.8
 LH1344;UTM  14      - 4,465,556.557   496,194.222   MT  0.99960018   -0 01 44.4
 LH1344
 LH1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9619465556(NAD 83)
 LH1344
 LH1344                          SUPERSEDED SURVEY CONTROL
 LH1344
 LH1344  NAD 83(1986)-  40 20 25.97035(N)    099 02 41.31126(W) AD(       ) 3
 LH1344  NAD 27      -  40 20 25.92600(N)    099 02 40.00300(W) AD(       ) 3
 LH1344
 LH1344.Superseded values are not recommended for survey control.
 LH1344
 LH1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1344.See file dsdata.pdf to determine how the superseded data were derived.
 LH1344
 LH1344_MARKER: 53 = ELEVATED TANK
 LH1344
 LH1344  HISTORY     - Date     Condition        Report By
 LH1344  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1344
 LH1344                          STATION DESCRIPTION
 LH1344
 LH1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1344'THE STATION IS LOCATED AT THE EXTREME NORTHWEST EDGE OF HILDRETH,
 LH1344'ABOUT 200 YARDS NORTHWEST OF THE DEPOT AND 50 FEET NORTHWEST
 LH1344'OF THE HILDRETH, FARMERS CO-OP ELEVATOR.  IT IS A 4 LEGGED
 LH1344'STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS AN OVERALL
 LH1344'HEIGHT OF ABOUT 100 FEET.  THE TANK IS SILVER IN COLOR AND HAS
 LH1344'THE BLACK LETTERING HILDRETH ON THE NORTH AND SOUTH SIDES.
 LH1344'
 LH1344'THE APEX OF THE CONICAL SHAPED ROOF WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0589 ***********************************************************************
 NP0589  DESIGNATION -  HINCH
 NP0589  PID         -  NP0589
 NP0589  STATE/COUNTY-  NE/SHERIDAN
 NP0589  COUNTRY     -  US
 NP0589  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0589
 NP0589                         *CURRENT SURVEY CONTROL
 NP0589  ______________________________________________________________________
 NP0589* NAD 83(1995) POSITION- 42 31 51.64487(N) 102 13 44.49005(W)   ADJUSTED
 NP0589* NAVD 88 ORTHO HEIGHT -  1205.    (meters)     3953.    (feet) SCALED
 NP0589  ______________________________________________________________________
 NP0589  GEOID HEIGHT    -        -18.367 (meters)                     GEOID18
 NP0589  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 NP0589  HORZ ORDER      -  SECOND
 NP0589
 NP0589.The horizontal coordinates were established by classical geodetic methods
 NP0589.and adjusted by the National Geodetic Survey in August 1997.
 NP0589
 NP0589.The orthometric height was scaled from a topographic map.
 NP0589
 NP0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0589.GEOID18 height accuracy estimate available here.
 NP0589
 NP0589.Click photographs - Photos may exist for this station.
 NP0589
 NP0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0589
 NP0589. The following values were computed from the NAD 83(1995) position.
 NP0589
 NP0589;                    North         East     Units Scale Factor Converg.
 NP0589;SPC NE       -   301,887.447   316,920.369   MT  0.99981888   -1 28 37.8
 NP0589;SPC NE       -   990,442.40  1,039,762.91   sFT  0.99981888   -1 28 37.8
 NP0589;UTM  13      - 4,712,458.212   727,575.533   MT  1.00023725   +1 52 26.2
 NP0589
 NP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0589!SPC NE       -   0.99981401  x   0.99981888  =   0.99963292
 NP0589!UTM  13      -   0.99981401  x   1.00023725  =   1.00005121
 NP0589
 NP0589:                Primary Azimuth Mark                     Grid Az
 NP0589:SPC NE       -  GORDON SOUTH BASE                        008 06 59.4
 NP0589:UTM  13      -  GORDON SOUTH BASE                        004 45 55.4
 NP0589
 NP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2757512458(NAD 83)
 NP0589
 NP0589|---------------------------------------------------------------------|
 NP0589| PID    Reference Object                     Distance      Geod. Az  |
 NP0589|                                                           dddmmss.s |
 NP0589| NP0593 GORDON SOUTH BASE                   APPROX.17.2 KM 0063821.6 |
 NP0589| CQ3982 HINCH AZ MK                                        1214152.0 |
 NP0589| CQ3983 HINCH RM 1                           18.502 METERS 19635     |
 NP0589| CQ3984 HINCH RM 2                           21.171 METERS 25959     |
 NP0589|---------------------------------------------------------------------|
 NP0589
 NP0589                          SUPERSEDED SURVEY CONTROL
 NP0589
 NP0589  NAD 83(1986)-  42 31 51.63665(N)    102 13 44.49146(W) AD(       ) 2
 NP0589  NAD 27      -  42 31 51.64600(N)    102 13 42.81200(W) AD(       ) 2
 NP0589
 NP0589.Superseded values are not recommended for survey control.
 NP0589
 NP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0589.See file dsdata.pdf to determine how the superseded data were derived.
 NP0589
 NP0589_MARKER: DS = TRIANGULATION STATION DISK
 NP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0589
 NP0589  HISTORY     - Date     Condition        Report By
 NP0589  HISTORY     - 1946     MONUMENTED       CGS
 NP0589  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NP0589
 NP0589                          STATION DESCRIPTION
 NP0589
 NP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0589'LOCATED ABOUT 19-1/2 MILES SOUTH OF GORDON, 1 MILE WEST OF
 NP0589'STATE HIGHWAY NO. 27 AND 10 FEET WEST OF THE SHARP EAST SLOPE
 NP0589'OF A PROMINENT SAND HILL.  IT IS STAMPED HINCH 1946 AND PROJECTS
 NP0589'6 INCHES.
 NP0589'
 NP0589'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL AND
 NP0589'ABOUT 8 FEET LOWER THAN THE STATION.  IT IS STAMPED HINCH
 NP0589'NO 1 1946 AND PROJECTS 6 INCHES.
 NP0589'
 NP0589'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND
 NP0589'ABOUT 7 FEET LOWER THAN THE STATION.  IT IS STAMPED HINCH
 NP0589'NO 2 1946 AND PROJECTS 6 INCHES.
 NP0589'
 NP0589'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF AN EAST-WEST SAND ROAD,
 NP0589'0.1 MILE NORTH OF AN EAST-WEST SAND ROAD, 100 FEET WEST OF
 NP0589'THE CENTER-LINE OF STATE HIGHWAY NO. 27 AND 3 FEET EAST OF
 NP0589'A WIRE FENCE.  IT IS A STANDARD USGS BM DISK STAMPED C 39 1946
 NP0589'SET IN A 5-INCH BY 5-INCH CONCRETE POST THAT PROJECTS 3 INCHES.
 NP0589'
 NP0589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0589'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NP0589'SOUTH ON NO. 27 FOR 11.5 MILES TO THE BRIDGE OVER THE NIOBRARA
 NP0589'RIVER.  CONTINUE SOUTH ON NO. 27 FOR 8.55 MILES TO A SAND SIDE
 NP0589'ROAD ON THE LEFT.  CONTINUE SOUTH ON NO. 27 FOR 0.15 MILE TO
 NP0589'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON NO. 27 FOR
 NP0589'0.1 MILE TO A SAND SIDE ROAD ON THE RIGHT.  THEN RIGHT (WEST)
 NP0589'THROUGH A CATTLE GUARD FOR 1.0 MILE TO A WINDMILL ON THE
 NP0589'RIGHT.  CONTINUE NORTHWESTERLY ON THE MAIN TRAVELED ROAD FOR
 NP0589'0.3 MILE.  THEN LEAVE THE ROAD, TURN RIGHT (NORTH) FOR 0.6
 NP0589'MILE TO THE HIGHEST POINT AND THE STATION.
 NP0589
 NP0589                          STATION RECOVERY (1968)
 NP0589
 NP0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0589'THE STATION MARK, WAS REPORTED BY THE USGS TO BE BLOWN OUT
 NP0589'OF THE GROUND AND THE AZIMUTH MARK WAS NOT FOUND, BUT REFERENCE
 NP0589'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE REPORTED FOUND IN
 NP0589'GOOD CONDITION.
 NP0589'
 NP0589'THE AZIMUTH MARK (USGS BM C-39 1946) WAS FOUND DESTROYED AND
 NP0589'THE DISK WAS RECOVERED.
 NP0589'
 NP0589'THE STATION WAS NOT REPAIRED AT THIS TIME BECAUSE A 4-WHEEL
 NP0589'DRIVE VEHICLE IS NEEDED TO DRIVE TO THE STATION.
 NP0589'
 NP0589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 19-1/2
 NP0589'MILES SOUTH OF GORDON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0453 ***********************************************************************
 NO0453  DESIGNATION -  HINTON
 NO0453  PID         -  NO0453
 NO0453  STATE/COUNTY-  NE/CHERRY
 NO0453  COUNTRY     -  US
 NO0453  USGS QUAD   -  SPRING CANYON (2017)
 NO0453
 NO0453                         *CURRENT SURVEY CONTROL
 NO0453  ______________________________________________________________________
 NO0453* NAD 83(1995) POSITION- 42 50 09.98633(N) 101 12 26.05860(W)   ADJUSTED
 NO0453* NAVD 88 ORTHO HEIGHT -   994.    (meters)     3261.    (feet) SCALED
 NO0453  ______________________________________________________________________
 NO0453  GEOID HEIGHT    -        -20.277 (meters)                     GEOID18
 NO0453  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 NO0453  HORZ ORDER      -  SECOND
 NO0453
 NO0453.The horizontal coordinates were established by classical geodetic methods
 NO0453.and adjusted by the National Geodetic Survey in August 1997.
 NO0453
 NO0453.The orthometric height was scaled from a topographic map.
 NO0453
 NO0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0453.GEOID18 height accuracy estimate available here.
 NO0453
 NO0453.Click photographs - Photos may exist for this station.
 NO0453
 NO0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0453
 NO0453. The following values were computed from the NAD 83(1995) position.
 NO0453
 NO0453;                    North         East     Units Scale Factor Converg.
 NO0453;SPC NE       -   334,103.904   401,309.592   MT  0.99992896   -0 48 00.1
 NO0453;SPC NE       - 1,096,139.23  1,316,629.89   sFT  0.99992896   -0 48 00.1
 NO0453;UTM  14      - 4,744,978.070   319,610.756   MT  1.00000034   -1 30 04.0
 NO0453
 NO0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0453!SPC NE       -   0.99984726  x   0.99992896  =   0.99977623
 NO0453!UTM  14      -   0.99984726  x   1.00000034  =   0.99984760
 NO0453
 NO0453:                Primary Azimuth Mark                     Grid Az
 NO0453:SPC NE       -  HINTON AZ MK                             310 37 06.8
 NO0453:UTM  14      -  HINTON AZ MK                             311 19 10.7
 NO0453
 NO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1961044978(NAD 83)
 NO0453
 NO0453|---------------------------------------------------------------------|
 NO0453| PID    Reference Object                     Distance      Geod. Az  |
 NO0453|                                                           dddmmss.s |
 NO0453| CQ3986 HINTON RM 1                          87.712 METERS 17511     |
 NO0453| CQ3987 HINTON RM 2                          11.136 METERS 27308     |
 NO0453| CQ3985 HINTON AZ MK                                       3094906.7 |
 NO0453|---------------------------------------------------------------------|
 NO0453
 NO0453                          SUPERSEDED SURVEY CONTROL
 NO0453
 NO0453  NAD 83(1986)-  42 50 09.98306(N)    101 12 26.06709(W) AD(       ) 2
 NO0453  NAD 27      -  42 50 09.95100(N)    101 12 24.51300(W) AD(       ) 2
 NO0453
 NO0453.Superseded values are not recommended for survey control.
 NO0453
 NO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0453.See file dsdata.pdf to determine how the superseded data were derived.
 NO0453
 NO0453_MARKER: DB = BENCH MARK DISK
 NO0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0453_STAMPING: HINTON 1948
 NO0453_MARK LOGO: USGS
 NO0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0453+STABILITY: SURFACE MOTION
 NO0453
 NO0453  HISTORY     - Date     Condition        Report By
 NO0453  HISTORY     - 1948     MONUMENTED       USGS
 NO0453  HISTORY     - 1949     GOOD             USGS
 NO0453  HISTORY     - 1983     GOOD             USGS
 NO0453
 NO0453                          STATION DESCRIPTION
 NO0453
 NO0453'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0453'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF NENZEL AND 5.5
 NO0453'MILES WEST OF CODY.  IT IS ON THE HIGHEST POINT OF NORTH-SOUTH
 NO0453'RIDGE, JUST EAST OF TWO LARGE SAND BLOW-OUTS AND 5 FEET
 NO0453'SOUTHWEST OF WITNESS POST.  IT IS STAMPED HINTON 1948 AND
 NO0453'PROJECTS 6 INCHES.  IT IS A STANDARD USGS BENCH MARK DISK SET
 NO0453'IN THE TOP OF 10 INCH CONCRETE POST.
 NO0453'
 NO0453'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, NEAR THE CENTER
 NO0453'OF THE SAME RIDGE AS THE STATION.  IT IS A USGS REFERENCE MARK,
 NO0453'STAMPED HINTON NO 1, SET IN A 10 INCH SQUARE CONCRETE POST
 NO0453'PROJECTING 6 INCHES.
 NO0453'
 NO0453'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON THE SAME HILL
 NO0453'AS THE STATION AND ON THE SAME ELEVATION AS THE STATION.  IT
 NO0453'IS A STANDARD REFERENCE DISK CEMENTED IN THE TOP OF A 4 INCH
 NO0453'IRON PIPE PROJECTING 5 INCHES.  IT IS STAMPED HINTON NO 2 1949.
 NO0453'
 NO0453'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.4 MILE WEST
 NO0453'OF SCHOOL HOUSE, 7 FEET EAST OF FENCE CORNER AND 1 FOOT SOUTH
 NO0453'OF EAST-WEST FENCE LINE.  IT IS STAMPED HINTON 1949 AND PROJECTS
 NO0453'2 INCHES.
 NO0453'
 NO0453'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 NO0453'AND U.S. HIGHWAY 20 IN CODY, GO EAST ON U.S. HIGHWAY 20 FOR
 NO0453'0.25 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH ON TRACK
 NO0453'ROAD FOR 0.05 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW MAIN
 NO0453'TRAVELED ROAD SOUTH AND EAST FOR 4.8 MILES TO A T-ROAD RIGHT,
 NO0453'TURN RIGHT ON MAIN TRAVELED ROAD AND GO SOUTH AND SOUTHEAST
 NO0453'FOR 2.2 MILES TO FORKS, TAKE LEFT FORK FOR 0.05 MILE TO WIRE
 NO0453'GATE AND THE AZIMUTH MARK JUST EAST AS DESCRIBED, GO THROUGH
 NO0453'GATE AND GO EAST ON TRACK ROAD FOR 0.4 MILE TO SCHOOL HOUSE
 NO0453'ON THE RIGHT, PASS SCHOOL HOUSE AND TURN RIGHT OFF OF TRACK
 NO0453'ROAD AND GO SOUTHEAST ALONG EAST SIDE OF HILL FOR 0.75 MILE
 NO0453'TO END OF TRUCK TRAVEL AT THE BASE OF HIGHEST HILL IN THE
 NO0453'PASTURE AND STATION ON THE SUMMIT AS DESCRIBED.
 NO0453'
 NO0453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0453
 NO0453                          STATION RECOVERY (1983)
 NO0453
 NO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (RRB)
 NO0453'STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A
 NO0453'PARTIAL REVISED DESCRIPTION FOLLOWS.....
 NO0453'
 NO0453'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 NO0453'HWY. 20 IN CODY, GO WEST ALONG HWY. 20 FOR 0.75 MILES TO A NARROW,
 NO0453'BLACK-TOPPED T-ROAD SOUTH.  TURN SOUTH AND GO 3.2 MILES TO A ROAD
 NO0453'FORK LEFT.  TURN LEFT AND GO 4.6 MILES SSE ALONG A NARROW
 NO0453'BLACKTOPPED ROAD TO A ROAD FORK LEFT.  TURN LEFT AND GO ABOUT 0.5
 NO0453'MILE TO WHERE THE ROAD CRESTS A HILL.  TURN RIGHT AND FOLLOW THE
 NO0453'RIDGE SSE TO THE STATION MARK AS DESCRIBED.
 NO0453'
 NO0453'AZ. MK. NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1031 ***********************************************************************
 LH1031  DESIGNATION -  HINZ
 LH1031  PID         -  LH1031
 LH1031  STATE/COUNTY-  NE/GOSPER
 LH1031  COUNTRY     -  US
 LH1031  USGS QUAD   -  ARAPAHOE NE (2017)
 LH1031
 LH1031                         *CURRENT SURVEY CONTROL
 LH1031  ______________________________________________________________________
 LH1031* NAD 83(1995) POSITION- 40 24 32.46014(N) 099 51 04.32201(W)   ADJUSTED
 LH1031* NAVD 88 ORTHO HEIGHT -   733.    (meters)     2405.    (feet) SCALED
 LH1031  ______________________________________________________________________
 LH1031  GEOID HEIGHT    -        -24.631 (meters)                     GEOID18
 LH1031  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LH1031  HORZ ORDER      -  SECOND
 LH1031
 LH1031.The horizontal coordinates were established by classical geodetic methods
 LH1031.and adjusted by the National Geodetic Survey in August 1997.
 LH1031
 LH1031.The orthometric height was scaled from a topographic map.
 LH1031
 LH1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1031.GEOID18 height accuracy estimate available here.
 LH1031
 LH1031.Click photographs - Photos may exist for this station.
 LH1031
 LH1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1031
 LH1031. The following values were computed from the NAD 83(1995) position.
 LH1031
 LH1031;                    North         East     Units Scale Factor Converg.
 LH1031;SPC NE       -    63,929.903   512,628.394   MT  0.99984008   +0 05 55.0
 LH1031;SPC NE       -   209,743.36  1,681,848.32   sFT  0.99984008   +0 05 55.0
 LH1031;UTM  14      - 4,473,503.464   427,776.716   MT  0.99966421   -0 33 06.5
 LH1031
 LH1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1031!SPC NE       -   0.99988884  x   0.99984008  =   0.99972894
 LH1031!UTM  14      -   0.99988884  x   0.99966421  =   0.99955309
 LH1031
 LH1031:                Primary Azimuth Mark                     Grid Az
 LH1031:SPC NE       -  HINZ AZ MK                               270 33 39.7
 LH1031:UTM  14      -  HINZ AZ MK                               271 12 41.2
 LH1031
 LH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2777673503(NAD 83)
 LH1031
 LH1031|---------------------------------------------------------------------|
 LH1031| PID    Reference Object                     Distance      Geod. Az  |
 LH1031|                                                           dddmmss.s |
 LH1031| CN8787 HINZ RM 1                            17.508 METERS 02515     |
 LH1031| CN8788 HINZ RM 2                            19.915 METERS 27033     |
 LH1031| CN8786 HINZ AZ MK                                         2703934.7 |
 LH1031| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX. 1.9 KM 3135102.5 |
 LH1031|---------------------------------------------------------------------|
 LH1031
 LH1031                          SUPERSEDED SURVEY CONTROL
 LH1031
 LH1031  NAD 83(1986)-  40 24 32.46531(N)    099 51 04.32556(W) AD(       ) 2
 LH1031  NAD 27      -  40 24 32.44100(N)    099 51 02.88300(W) AD(       ) 2
 LH1031
 LH1031.Superseded values are not recommended for survey control.
 LH1031
 LH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1031.See file dsdata.pdf to determine how the superseded data were derived.
 LH1031
 LH1031_MARKER: DS = TRIANGULATION STATION DISK
 LH1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1031_STAMPING: HINZ 1951
 LH1031_MARK LOGO: CGS
 LH1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1031+STABILITY: SURFACE MOTION
 LH1031
 LH1031  HISTORY     - Date     Condition        Report By
 LH1031  HISTORY     - 1951     MONUMENTED       CGS
 LH1031  HISTORY     - 1956     GOOD             CGS
 LH1031
 LH1031                          STATION DESCRIPTION
 LH1031
 LH1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1031'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF ELWOOD AND
 LH1031'ABOUT 10.0 MILES NORTH-NORTHEAST OF ARAPAHOE IN THE NORTH EDGE
 LH1031'OF A CULTIVATED FIELD, 25 FEET SOUTH OF THE CENTER OF AN
 LH1031'EAST-WEST ROAD, 3 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET
 LH1031'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HINZ 1951 AND
 LH1031'PROJECTS 4 INCHES.
 LH1031'
 LH1031'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 25 FEET NORTH
 LH1031'OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF THE EAST
 LH1031'END OF A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1031'IT IS STAMPED HINZ NO 1 1951 AND PROJECTS 5 INCHES.
 LH1031'
 LH1031'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 LH1031'24 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT
 LH1031'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HINZ NO 2 1951
 LH1031'AND PROJECTS 4 INCHES.
 LH1031'
 LH1031'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.48 FEET.
 LH1031'
 LH1031'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 22 FEET NORTH OF THE
 LH1031'CENTER OF AN EAST-WEST ROAD, 2 FEET EAST OF A WITNESS POST AND 1
 LH1031'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HINZ
 LH1031'1951 AND PROJECTS 4 INCHES.
 LH1031'
 LH1031'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 LH1031'ON U.S. HIGHWAY 283 FOR 5.3 MILES TO A T ROAD RIGHT, TURN RIGHT
 LH1031'AND GO EAST ON DIRT ROAD FOR 1.7 MILES TO A FORK.  TAKE LEFT
 LH1031'FORK AND GO NORTH FOR 2.0 MILES TO POINT WHERE ROAD CURVES EAST,
 LH1031'TURN RIGHT AND GO EAST FOR 0.4 MILE TO AZIMUTH MARK ON LEFT AS
 LH1031'DESCRIBED, CONTINUE EAST FOR 0.7 MILE TO STATION ON RIGHT AS
 LH1031'DESCRIBED.
 LH1031'
 LH1031'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1031
 LH1031                          STATION RECOVERY (1956)
 LH1031
 LH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LH1031'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1031'IN GOOD CONDITION, EXCEPT THE STATION MARK WHICH HAD BEEN HIT
 LH1031'BY ROAD MACHINERY AND WAS FOUND IN THE BOTTOM OF THE DITCH.
 LH1031'THE UNDERGROUND STATION MARK WAS RECOVERED IN PLACE AND IN GOOD
 LH1031'CONDITION.  BOTH THE UNDERGROUND AND SURFACE STATION MARKS WERE
 LH1031'LOWERED IN PLACE ABOUT 2 AND 1/2 FEET.  THE SURFACE STATION MARK
 LH1031'IS AT A POINT WHERE THE BACK SLOPE MEETS THE BOTTOM OF THE
 LH1031'DITCH, 5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 LH1031'PROJECTS 2 INCHES.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 LH1031'AND THERE WERE NO STAMPING CHANGES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4131 ***********************************************************************
 AB4131  CBN         -  This is a Cooperative Base Network Control Station.
 AB4131  PACS        -  This is a Primary Airport Control Station.
 AB4131  DESIGNATION -  HJH A
 AB4131  PID         -  AB4131
 AB4131  STATE/COUNTY-  NE/THAYER
 AB4131  COUNTRY     -  US
 AB4131  USGS QUAD   -  HEBRON (2017)
 AB4131
 AB4131                         *CURRENT SURVEY CONTROL
 AB4131  ______________________________________________________________________
 AB4131* NAD 83(2011) POSITION- 40 08 56.05496(N) 097 34 56.84179(W)   ADJUSTED
 AB4131* NAD 83(2011) ELLIP HT-   419.646 (meters)        (06/27/12)   ADJUSTED
 AB4131* NAD 83(2011) EPOCH   -  2010.00
 AB4131* NAVD 88 ORTHO HEIGHT -   446.34  (meters)     1464.4   (feet) GPS OBS
 AB4131  ______________________________________________________________________
 AB4131  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4131  GEOID HEIGHT    -        -26.683 (meters)                     GEOID93
 AB4131  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 AB4131  NAD 83(2011) X  -   -644,244.634 (meters)                     COMP
 AB4131  NAD 83(2011) Y  - -4,839,692.628 (meters)                     COMP
 AB4131  NAD 83(2011) Z  -  4,090,907.899 (meters)                     COMP
 AB4131  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AB4131
 AB4131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4131  Standards:
 AB4131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4131  -------------------------------------------------------------------
 AB4131  NETWORK    0.32   0.82           0.15   0.10   0.42     -0.00535236
 AB4131  -------------------------------------------------------------------
 AB4131  Click here for local accuracies and other accuracy information.
 AB4131
 AB4131.This mark is at Hebron Municipal Airport (HJH)
 AB4131
 AB4131.The horizontal coordinates were established by GPS observations
 AB4131.and adjusted by the National Geodetic Survey in June 2012.
 AB4131
 AB4131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4131.been affixed to the stable North American tectonic plate. See 
 AB4131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4131
 AB4131.The horizontal coordinates are valid at the epoch date displayed above
 AB4131.which is a decimal equivalence of Year/Month/Day.
 AB4131
 AB4131.The orthometric height was determined by GPS observations and a
 AB4131.high-resolution geoid model.
 AB4131
 AB4131.GPS derived orthometric heights for airport stations designated as
 AB4131.PACS or SACS are published to 2 decimal places.  This maintains
 AB4131.centimeter relative accuracy between the PACS and SACS.  It does
 AB4131.not indicate centimeter accuracy relative to other marks which are
 AB4131.part of the published vertical control network.
 AB4131
 AB4131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4131.GEOID18 height accuracy estimate available here.
 AB4131
 AB4131.Click photographs - Photos may exist for this station.
 AB4131
 AB4131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4131
 AB4131.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4131
 AB4131.The ellipsoidal height was determined by GPS observations
 AB4131.and is referenced to NAD 83.
 AB4131
 AB4131. The following values were computed from the NAD 83(2011) position.
 AB4131
 AB4131;                    North         East     Units Scale Factor Converg.
 AB4131;SPC NE       -    37,919.045   705,954.262   MT  0.99993602   +1 36 07.6
 AB4131;SPC NE       -   124,406.07  2,316,118.27   sFT  0.99993602   +1 36 07.6
 AB4131;UTM  14      - 4,445,247.483   620,739.990   MT  0.99977946   +0 54 50.8
 AB4131
 AB4131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4131!SPC NE       -   0.99993417  x   0.99993602  =   0.99987020
 AB4131!UTM  14      -   0.99993417  x   0.99977946  =   0.99971365
 AB4131
 AB4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2073945247(NAD 83)
 AB4131
 AB4131|---------------------------------------------------------------------|
 AB4131| PID    Reference Object                     Distance      Geod. Az  |
 AB4131|                                                           dddmmss.s |
 AB4131| LG1230 LITTLE BLUE                         387.301 METERS 31345     |
 AB4131|---------------------------------------------------------------------|
 AB4131
 AB4131                          SUPERSEDED SURVEY CONTROL
 AB4131
 AB4131  NAD 83(2007)-  40 08 56.05492(N)    097 34 56.84242(W) AD(2002.00) 0
 AB4131  ELLIP H (02/10/07)  419.667  (m)                       GP(2002.00)    
 AB4131  ELLIP H (07/10/01)  419.640  (m)                       GP(       ) 4 1
 AB4131  NAD 83(1995)-  40 08 56.05469(N)    097 34 56.84161(W) AD(       ) B
 AB4131  ELLIP H (06/25/96)  419.716  (m)                       GP(       ) 1 1
 AB4131
 AB4131.Superseded values are not recommended for survey control.
 AB4131
 AB4131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4131.See file dsdata.pdf to determine how the superseded data were derived.
 AB4131
 AB4131_MARKER: F = FLANGE-ENCASED ROD
 AB4131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4131_STAMPING: HJH A 1995
 AB4131_MARK LOGO: NGS
 AB4131_PROJECTION: FLUSH
 AB4131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4131+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 AB4131_ROD/PIPE-DEPTH: 18.3 meters
 AB4131_SLEEVE-DEPTH  : 1.00 meters
 AB4131
 AB4131  HISTORY     - Date     Condition        Report By
 AB4131  HISTORY     - 1995     MONUMENTED       NGS
 AB4131  HISTORY     - 19970526 GOOD             NGS
 AB4131  HISTORY     - 20000601 GOOD             NEDR
 AB4131  HISTORY     - 20030724 GOOD             NEDR
 AB4131  HISTORY     - 20071025 GOOD             NEDR
 AB4131  HISTORY     - 20201013 GOOD             NEGS
 AB4131
 AB4131                          STATION DESCRIPTION
 AB4131
 AB4131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4131'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GILEAD, 1.0 MI
 AB4131'(1.6 KM) SOUTH OF HEBRON AND AT THE HEBRON MUNICIPAL AIRPORT.
 AB4131'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON, NEBRASKA 68370.
 AB4131'MANAGER, RAYMOND MIETH, PHONE (308) 768-6231.  TO REACH THE STATION
 AB4131'FROM THE JUNCTION OF U.S. HIGHWAYS 81 NORTH AND 136 SOUTH OF HEBRON),
 AB4131'GO WEST ON U.S. HIGHWAYS 81/136 FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD
 AB4131'RIGHT, TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.15
 AB4131'MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTHEAST THEN
 AB4131'NORTH-NORTHWEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A CONNECTOR
 AB4131'TAXIWAY RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON THE CONNECTOR
 AB4131'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO EAST
 AB4131'SOUTHEAST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO A TURNAROUND AND THE
 AB4131'STATION (ON LINE WITH THE WEST-NORTHWEST EDGE OF THE CONCRETE
 AB4131'TURNAROUND) ON THE RIGHT.  THE STATION IS 172.2 FT (52.5 M) SOUTH
 AB4131'SOUTHWEST OF THE RUNWAY CENTER, 80.2 FT (24.4 M) WEST OF THE SOUTHEAST
 AB4131'CORNER OF THE TURNAROUND, 62.5 SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AB4131'OF THE TURNAROUND AND 1.6 FT (0.5 M) NORTH OF A SHORT WITNESS POST.
 AB4131'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4131'AIRPORT CONTROL STATION.
 AB4131
 AB4131                          STATION RECOVERY (1997)
 AB4131
 AB4131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4131'RECOVERED AS DESCRIBED.
 AB4131
 AB4131                          STATION RECOVERY (2000)
 AB4131
 AB4131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4131'RECOVERED AS DESCRIBED.
 AB4131
 AB4131                          STATION RECOVERY (2003)
 AB4131
 AB4131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 AB4131'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2003 (PJS) RECOVERED AS
 AB4131'DESCRIBED.
 AB4131
 AB4131                          STATION RECOVERY (2007)
 AB4131
 AB4131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 AB4131'RECOVERED IN GOOD CONDITION.
 AB4131
 AB4131                          STATION RECOVERY (2020)
 AB4131
 AB4131'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 AB4131'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 136 AND U.S. HIGHWAY 81,
 AB4131'SOUTH OF HEBRON, NE., GO WEST ON U.S. HIGHWAY 136 APPROXIMATELY 0.80
 AB4131'MI (1.29 KM) TO A DRIVE LEADING INTO THE AIRPORT.  TURN RIGHT AND GO
 AB4131'NORTH APPROXIMATELY 0.11 MI (0.18 KM) TO A CONNECTOR TAXIWAY.  TURN
 AB4131'LEFT (NNE) AND GO APPROXIMATELY 0.06 MI (0.10 KM) TO A TAXIWAY GOING
 AB4131'NORTHWEST.  GO NORTHWEST APPROXIMATELY 0.11 MI (0.18 KM) TO A TAXIWAY
 AB4131'ON THE RIGHT.  GO NORTHEAST APPROXIMATELY 0.09 MI (0.14 KM) TO THE
 AB4131'RUNWAY.  TURN RIGHT AND GO (SOUTHEAST) ON THE RUNWAY APPROXIMATELY
 AB4131'0.25 MI (0.40 KM) TO A TURNAROUND.  THE MARK IS IN LINE WITH THE
 AB4131'NORTHWEST EDGE OF THE CONCRETE TURNAROUND, 172.2 FT (52.5 M) SOUTHWEST
 AB4131'OF THE CENTERLINE OF THE RUNWAY, 80.2 FT (24.4 M) WEST-SOUTHWEST OF
 AB4131'THE SOUTHEAST CORNER OF THE TURNAROUND AND 62.5 FT (19.1 M) SOUTHWEST
 AB4131'OF THE SOUTHWEST CORNER OF THE TURNAROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0467 ***********************************************************************
 LJ0467  DESIGNATION -  HOAGLAND
 LJ0467  PID         -  LJ0467
 LJ0467  STATE/COUNTY-  NE/HITCHCOCK
 LJ0467  COUNTRY     -  US
 LJ0467  USGS QUAD   -  CULBERTSON SW (2017)
 LJ0467
 LJ0467                         *CURRENT SURVEY CONTROL
 LJ0467  ______________________________________________________________________
 LJ0467* NAD 83(1995) POSITION- 40 05 11.12578(N) 100 59 38.95776(W)   ADJUSTED
 LJ0467* NAVD 88 ORTHO HEIGHT -   913.    (meters)     2995.    (feet) SCALED
 LJ0467  ______________________________________________________________________
 LJ0467  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 LJ0467  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LJ0467  HORZ ORDER      -  FIRST
 LJ0467
 LJ0467.The horizontal coordinates were established by classical geodetic methods
 LJ0467.and adjusted by the National Geodetic Survey in August 1997.
 LJ0467
 LJ0467.The orthometric height was scaled from a topographic map.
 LJ0467
 LJ0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0467.GEOID18 height accuracy estimate available here.
 LJ0467
 LJ0467.Click photographs - Photos may exist for this station.
 LJ0467
 LJ0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0467
 LJ0467. The following values were computed from the NAD 83(1995) position.
 LJ0467
 LJ0467;                    North         East     Units Scale Factor Converg.
 LJ0467;SPC NE       -    28,589.600   415,217.484   MT  0.99996206   -0 39 31.8
 LJ0467;SPC NE       -    93,797.71  1,362,259.36   sFT  0.99996206   -0 39 31.8
 LJ0467;UTM  14      - 4,439,255.072   329,988.393   MT  0.99995583   -1 17 03.9
 LJ0467
 LJ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0467!SPC NE       -   0.99986048  x   0.99996206  =   0.99982254
 LJ0467!UTM  14      -   0.99986048  x   0.99995583  =   0.99981631
 LJ0467
 LJ0467:                Primary Azimuth Mark                     Grid Az
 LJ0467:SPC NE       -  HOAGLAND AZ MK                           068 57 11.3
 LJ0467:UTM  14      -  HOAGLAND AZ MK                           069 34 43.4
 LJ0467
 LJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2998839255(NAD 83)
 LJ0467
 LJ0467|---------------------------------------------------------------------|
 LJ0467| PID    Reference Object                     Distance      Geod. Az  |
 LJ0467|                                                           dddmmss.s |
 LJ0467| CN8790 HOAGLAND RM 1                        18.143 METERS 00102     |
 LJ0467| CN8789 HOAGLAND AZ MK                                     0681739.5 |
 LJ0467| CN8791 HOAGLAND RM 2                        21.831 METERS 18006     |
 LJ0467| LJ0486 TRENTON STANDPIPE                   APPROX.10.6 KM 3514458.4 |
 LJ0467|---------------------------------------------------------------------|
 LJ0467
 LJ0467                          SUPERSEDED SURVEY CONTROL
 LJ0467
 LJ0467  NAD 83(1986)-  40 05 11.12752(N)    100 59 38.96254(W) AD(       ) 1
 LJ0467  NAD 27      -  40 05 11.12800(N)    100 59 37.39200(W) AD(       ) 1
 LJ0467
 LJ0467.Superseded values are not recommended for survey control.
 LJ0467
 LJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0467.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0467
 LJ0467_MARKER: DS = TRIANGULATION STATION DISK
 LJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0467_STAMPING: HOAGLAND 1935
 LJ0467_MARK LOGO: CGS
 LJ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0467+STABILITY: SURFACE MOTION
 LJ0467
 LJ0467  HISTORY     - Date     Condition        Report By
 LJ0467  HISTORY     - 1935     MONUMENTED       CGS
 LJ0467
 LJ0467                          STATION DESCRIPTION
 LJ0467
 LJ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0467'THIS STATION IS LOCATED ABOUT 6 MILES SOUTH AND 1 MILE EAST
 LJ0467'OF TRENTON AND IS ON A CULTIVATED KNOLL, ON THE HIGH NORTHEAST
 LJ0467'AND SOUTHWEST DIVIDE RIDGE BETWEEN DRIFTWOOD CREEK ON THE
 LJ0467'SOUTH AND THE REPUBLICAN RIVER ON THE NORTH.  IT IS 2 MILES
 LJ0467'NORTHWEST OF THE FAIRVIEW SCHOOL, 2 MILES SOUTHWEST OF ASH
 LJ0467'GROVE SCHOOL, AND IS IN THE NORTHEAST QUARTER OF SEC. 1, T.
 LJ0467'1 N., R. 33 W.  THE STATION IS ON LAND OWNED BY VICTOR
 LJ0467'HOAGLAND.
 LJ0467'
 LJ0467'THE STATION MARK PROJECTS 8 INCHES AND IS 1 FOOT EAST OF A
 LJ0467'NORTH-AND-SOUTH HALF-SECTION FENCE, ALONG THE WEST SIDE OF
 LJ0467'WHICH IS A TRACK ROAD.
 LJ0467'
 LJ0467'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND IS
 LJ0467'NORTH OF THE STATION.  IT IS IN THE ABOVE MENTIONED FENCE.
 LJ0467'
 LJ0467'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND IS
 LJ0467'SOUTH OF THE STATION.  IT IS IN THE ABOVE MENTIONED FENCE.
 LJ0467'
 LJ0467'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION
 LJ0467'AND PROJECTS 7 INCHES.  IT IS IN THE SOUTHWEST ANGLE OF
 LJ0467'CROSSROADS, AT A POINT 3 FEET SOUTH OF THE FENCE CORNER IN
 LJ0467'THIS ANGLE.
 LJ0467'
 LJ0467'THE STATION IS REACHED FROM THE RAILROAD DEPOT IN TRENTON,
 LJ0467'A SMALL TOWN ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LJ0467'BY GOING SOUTH ON STATE HIGHWAY 25 FOR 1.0 MILE TO A GRADED
 LJ0467'T-INTERSECTION STEM NORTH.  LEAVE HIGHWAY 25, TURN LEFT (EAST)
 LJ0467'AND GO 0.5 MILE TO A GRADED T-INTERSECTION STEM SOUTH.  TURN
 LJ0467'RIGHT AND GO IN A GENERAL SOUTHERLY DIRECTION 4.8 MILES TO
 LJ0467'A POINT JUST EAST OF WHITE HOUSE AND LARGE RED BARN.  THEN
 LJ0467'GO EAST 0.3 MILE, THEN SOUTH 0.3 MILE ON THE MAIN GRADED
 LJ0467'ROAD TO A FORK, TAKE THE LEFT FORK (GRADED ROAD) AND GO
 LJ0467'SOUTHEASTERLY 0.4 MILE AND THEN EAST 0.3 MILE TO A LONE NORTHWEST
 LJ0467'FENCE CORNER ON THE SOUTH SIDE OF THE ROAD, LEAVE THE
 LJ0467'GRADED ROAD, TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF
 LJ0467'A NORTH-AND-SOUTH FENCE ON A PLAIN TRACK ROAD 0.2 MILE TO THE
 LJ0467'TOP OF KNOLL AND THE STATION.
 LJ0467'
 LJ0467'THIS ROUTE WAS NOT TRAVELED BY THE OBSERVING PARTY BECAUSE
 LJ0467'OF WASHED-OUT BRIDGES.
 LJ0467'
 LJ0467'A 10-FOOT STAND WILL CLEAR ALL OF THE LINES AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1073 ***********************************************************************
 ML1073  DESIGNATION -  HOBAK RESET
 ML1073  PID         -  ML1073
 ML1073  STATE/COUNTY-  NE/MERRICK
 ML1073  COUNTRY     -  US
 ML1073  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML1073
 ML1073                         *CURRENT SURVEY CONTROL
 ML1073  ______________________________________________________________________
 ML1073* NAD 83(1995) POSITION- 41 03 48.80463(N) 098 04 38.40528(W)   ADJUSTED
 ML1073* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 ML1073  ______________________________________________________________________
 ML1073  GEOID HEIGHT    -        -25.277 (meters)                     GEOID18
 ML1073  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 ML1073  HORZ ORDER      -  THIRD
 ML1073
 ML1073.The horizontal coordinates were established by classical geodetic methods
 ML1073.and adjusted by the National Geodetic Survey in August 1997.
 ML1073
 ML1073.The orthometric height was scaled from a topographic map.
 ML1073
 ML1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1073.GEOID18 height accuracy estimate available here.
 ML1073
 ML1073.Click photographs - Photos may exist for this station.
 ML1073
 ML1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1073
 ML1073. The following values were computed from the NAD 83(1995) position.
 ML1073
 ML1073;                    North         East     Units Scale Factor Converg.
 ML1073;SPC NE       -   138,383.311   661,544.599   MT  0.99968820   +1 16 26.9
 ML1073;SPC NE       -   454,012.58  2,170,417.57   sFT  0.99968820   +1 16 26.9
 ML1073;UTM  14      - 4,546,222.567   577,523.435   MT  0.99967397   +0 36 22.1
 ML1073
 ML1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1073!SPC NE       -   0.99992096  x   0.99968820  =   0.99960918
 ML1073!UTM  14      -   0.99992096  x   0.99967397  =   0.99959495
 ML1073
 ML1073:                Primary Azimuth Mark                     Grid Az
 ML1073:SPC NE       -  HOBAK AZ MK                              151 32 51.5
 ML1073:UTM  14      -  HOBAK AZ MK                              152 12 56.3
 ML1073
 ML1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7752346222(NAD 83)
 ML1073
 ML1073|---------------------------------------------------------------------|
 ML1073| PID    Reference Object                     Distance      Geod. Az  |
 ML1073|                                                           dddmmss.s |
 ML1073| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX. 8.1 KM 0471234.1 |
 ML1073| ML1071 MARQUETTE MUNICIPAL TANK            APPROX. 8.6 KM 1385300.9 |
 ML1073| CN8792 HOBAK AZ MK                                        1524918.4 |
 ML1073| CN8793 HOBAK RM 1                           18.928 METERS 19228     |
 ML1073| CN8795 HOBAK RM 3                           23.754 METERS 23410     |
 ML1073| CN8794 HOBAK RM 2                           22.900 METERS 30913     |
 ML1073|---------------------------------------------------------------------|
 ML1073
 ML1073                          SUPERSEDED SURVEY CONTROL
 ML1073
 ML1073  NAD 83(1986)-  41 03 48.81196(N)    098 04 38.40806(W) AD(       ) 3
 ML1073  NAD 27      -  41 03 48.76100(N)    098 04 37.20400(W) AD(       ) 3
 ML1073
 ML1073.Superseded values are not recommended for survey control.
 ML1073
 ML1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1073.See file dsdata.pdf to determine how the superseded data were derived.
 ML1073
 ML1073_MARKER: DS = TRIANGULATION STATION DISK
 ML1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1073_STAMPING: HOBAK 1950 1967
 ML1073_MARK LOGO: CGS
 ML1073_PROJECTION: FLUSH
 ML1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1073+STABILITY: SURFACE MOTION
 ML1073
 ML1073  HISTORY     - Date     Condition        Report By
 ML1073  HISTORY     - 1950     MONUMENTED       CGS
 ML1073  HISTORY     - 1960     SEE DESCRIPTION  USGS
 ML1073  HISTORY     - 1967     SEE DESCRIPTION  CGS
 ML1073
 ML1073                          STATION DESCRIPTION
 ML1073
 ML1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1073'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CENTRAL CITY
 ML1073'AND ABOUT 5 MILES NORTHEAST OF CHAPMAN, ON THE EAST SIDE OF
 ML1073'ROAD NEAR A TREE WITH A TRIANGLE BLAZE.  IT IS 46 FEET NORTHEAST
 ML1073'OF A TELEPHONE POLE, 34 FEET EAST OF THE CENTERLINE OF A ROAD,
 ML1073'31 FEET NORTH NORTHEAST OF A HEDGE TREE WITH A TRIANGLE BLAZE,
 ML1073'15 FEET EAST OF A RIGHT-OF-WAY FENCELINE AND 15 FEET EAST
 ML1073'OF A WHITE WITNESS POST.  THE MARK IS ABOUT 18 INCHES BELOW
 ML1073'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HOBAK 1950.
 ML1073'
 ML1073'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTERLINE OF A ROAD,
 ML1073'17 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A RIGHT-OF-WAY
 ML1073'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ML1073'STAMPED HOBAK NO 1 1950.
 ML1073'
 ML1073'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTERLINE OF A
 ML1073'ROAD, 17 FEET SOUTH OF A POWER LINE POLE AND 1 FOOT EAST OF A
 ML1073'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 8 INCHES
 ML1073'AND THE DISK IS STAMPED HOBAK NO 2 1950.
 ML1073'
 ML1073'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF A ROAD,
 ML1073'4 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A WHITE WITNESS
 ML1073'POST AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 ML1073'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HOBAK 1950.
 ML1073'
 ML1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ML1073'STATE ROUTE 14 IN CENTRAL CITY, GO SOUTHWEST ON U.S. HIGHWAY
 ML1073'30 FOR 4.95 MILES TO A CROSSROADS, TURN LEFT (SOUTH) AND GO 0.5
 ML1073'MILE TO STATION ON EAST SIDE OF ROAD AS DESCRIBED.
 ML1073'
 ML1073'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 ML1073'MILE TO A CROSSROADS AND SCHOOL HOUSE IN NORTHEAST ANGLE.
 ML1073'TURN LEFT (EAST) AND GO 0.1 MILE TO MARK ON LEFT AS DESCRIBED.
 ML1073'
 ML1073'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ML1073
 ML1073                          STATION RECOVERY (1960)
 ML1073
 ML1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML1073'STATION AND R.M. WERE FOUND DESTROYED.  THERE HAS BEEN ROAD WORK
 ML1073'IN AREA.  THE STATION CONCRETE POST WAS FOUND LAYING ON GROUND.
 ML1073'
 ML1073'R.M. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 ML1073
 ML1073                          STATION RECOVERY (1967)
 ML1073
 ML1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ML1073'THE STATION SURFACE AND UNDERGROUND MARKS, WERE DESTROYED WHEN
 ML1073'ROAD WAS WIDENED.  REFERENCE MARK NO. 1 WAS ALSO DESTROYED.
 ML1073'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 ML1073'FOUND IN GOOD CONDITION.
 ML1073'
 ML1073'THE STATION MARK WAS RESET FROM THE ANGLE BETWEEN THE AZIMUTH
 ML1073'MARK AND REFERENCE MARK NO. 2, AND THE MEASUREMENT FROM REFERENCE
 ML1073'MARK NO. 2.  REFERENCE MARK NO. 3 WAS ALSO SET.
 ML1073'
 ML1073'FOLLOWING IS A NEW DESCRIPTION.
 ML1073'
 ML1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 ML1073'AND STATE HIGHWAY 14 IN CENTRAL CITY, GO SOUTHWEST ON U.S.
 ML1073'HIGHWAY 30 FOR 5.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 ML1073'SOUTH ON A GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE
 ML1073'LEFT.  (CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 ML1073'A CROSSROAD AND A SCHOOLHOUSE IN THE NORTHEAST ANGLE.  TURN
 ML1073'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 ML1073'MARK ON THE LEFT.)
 ML1073'
 ML1073'STATION MARKS ARE STANDARD DISKS STAMPED HOBAK 1950 1967.  THE
 ML1073'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ML1073'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET EAST
 ML1073'OF THE NORTH-SOUTH GRAVELED ROAD, 5 FEET WEST OF A NORTH-SOUTH
 ML1073'FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.  THE
 ML1073'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 ML1073'BELOW THE SURFACE OF THE GROUND.
 ML1073'
 ML1073'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOBAK NO. 2
 ML1073'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 ML1073'3 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 ML1073'GRAVELED ROAD, 16 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE,
 ML1073'AND 3.5 FEET EAST OF A NORTH-SOUTH FENCE.
 ML1073'
 ML1073'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOBAK 1950 NO.
 ML1073'3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 ML1073'3 INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 ML1073'ROAD, AND 1 FOOT SOUTH OF A CORNER FENCE POST.
 ML1073'
 ML1073'AZIMUTH MARK, A STANDARD DISK STAMPED HOBAK 1950, IS SET IN
 ML1073'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 ML1073'IT IS 28 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 ML1073'ROAD, 3.5 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 ML1073'METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 ML1073'
 ML1073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 ML1073'MILES SOUTHWEST OF CENTRAL CITY
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1845 ***********************************************************************
 MK1845  DESIGNATION -  HOBZA
 MK1845  PID         -  MK1845
 MK1845  STATE/COUNTY-  NE/PLATTE
 MK1845  COUNTRY     -  US
 MK1845  USGS QUAD   -  CRESTON (2017)
 MK1845
 MK1845                         *CURRENT SURVEY CONTROL
 MK1845  ______________________________________________________________________
 MK1845* NAD 83(1995) POSITION- 41 43 43.82230(N) 097 18 04.74319(W)   ADJUSTED
 MK1845* NAVD 88 ORTHO HEIGHT -   521.    (meters)     1709.    (feet) SCALED
 MK1845  ______________________________________________________________________
 MK1845  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 MK1845  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 MK1845  HORZ ORDER      -  FIRST
 MK1845
 MK1845.The horizontal coordinates were established by classical geodetic methods
 MK1845.and adjusted by the National Geodetic Survey in August 1997.
 MK1845
 MK1845.The orthometric height was scaled from a topographic map.
 MK1845
 MK1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1845.GEOID18 height accuracy estimate available here.
 MK1845
 MK1845.Click photographs - Photos may exist for this station.
 MK1845
 MK1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1845
 MK1845. The following values were computed from the NAD 83(1995) position.
 MK1845
 MK1845;                    North         East     Units Scale Factor Converg.
 MK1845;SPC NE       -   213,952.501   724,423.207   MT  0.99966614   +1 47 18.3
 MK1845;SPC NE       -   701,942.50  2,376,711.80   sFT  0.99966614   +1 47 18.3
 MK1845;UTM  14      - 4,621,064.491   641,278.912   MT  0.99984562   +1 07 51.0
 MK1845
 MK1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1845!SPC NE       -   0.99992216  x   0.99966614  =   0.99958833
 MK1845!UTM  14      -   0.99992216  x   0.99984562  =   0.99976779
 MK1845
 MK1845:                Primary Azimuth Mark                     Grid Az
 MK1845:SPC NE       -  CRESTON TANK                             240 18 41.3
 MK1845:UTM  14      -  CRESTON TANK                             240 58 08.6
 MK1845
 MK1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4127821064(NAD 83)
 MK1845
 MK1845|---------------------------------------------------------------------|
 MK1845| PID    Reference Object                     Distance      Geod. Az  |
 MK1845|                                                           dddmmss.s |
 MK1845| CN8797 HOBZA RM 1                           46.088 METERS 00239     |
 MK1845| CN8798 HOBZA RM 2                           68.030 METERS 09322     |
 MK1845| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.16.3 KM 2341958.3 |
 MK1845| MK1844 CRESTON TANK                        APPROX. 5.5 KM 2420559.6 |
 MK1845| MK1850 HUMPHREY TANK                       APPROX.16.3 KM 2541930.9 |
 MK1845| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.16.0 KM 2544105.2 |
 MK1845| CN8796 HOBZA AZ MK                                        2565253.4 |
 MK1845|---------------------------------------------------------------------|
 MK1845
 MK1845                          SUPERSEDED SURVEY CONTROL
 MK1845
 MK1845  NAD 83(1986)-  41 43 43.83114(N)    097 18 04.74751(W) AD(       ) 1
 MK1845  NAD 27      -  41 43 43.79600(N)    097 18 03.59900(W) AD(       ) 1
 MK1845
 MK1845.Superseded values are not recommended for survey control.
 MK1845
 MK1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1845.See file dsdata.pdf to determine how the superseded data were derived.
 MK1845
 MK1845_MARKER: DS = TRIANGULATION STATION DISK
 MK1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1845_STAMPING: HOBZA 1935
 MK1845_MARK LOGO: CGS
 MK1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1845+STABILITY: SURFACE MOTION
 MK1845
 MK1845  HISTORY     - Date     Condition        Report By
 MK1845  HISTORY     - 1935     MONUMENTED       CGS
 MK1845  HISTORY     - 1961     GOOD             USGS
 MK1845
 MK1845                          STATION DESCRIPTION
 MK1845
 MK1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1845'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 4, T. 20 N.,
 MK1845'R. 1 E., ON PROPERTY OWNED BY EDWARD HOBZA, ABOUT 2-1/2 MILES
 MK1845'NORTHEAST OF CRESTON AND ABOUT 5 MILES NORTHWEST OF LEIGH.
 MK1845'
 MK1845'TO REACH FROM THE CITIZENS STATE BANK IN CRESTON, GO EAST
 MK1845'AND NORTH ON STATE HIGWAY 91 FOR 3.2 MILES, TURN LEFT (NORTH),
 MK1845'GO 1.0 MILE, TURN RIGHT (EAST), GO 0.45 MILE TO STATION ON
 MK1845'LEFT (NORTH) IN FENCE CORNER.  MARK IS 40 FEET WEST OF FENCE,
 MK1845'AND PROJECTS 8 INCHES.
 MK1845'
 MK1845'REFERENCE MARK NO. 1 IS NORTH OF STATION, 1 FOOT WEST OF
 MK1845'FENCE, AND PROJECTS 8 INCHES.
 MK1845'
 MK1845'REFERENCE MARK NO. 2 IS EAST OF STATION, 1 FOOT NORTH OF FENCE,
 MK1845'25 FEET NORTH OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES
 MK1845'
 MK1845'AZIMUTH MARK IS SOUTHWEST OF STATION.  TO REACH, GO WEST FOR
 MK1845'0.45 MILE, TURN LEFT (SOUTH), GO 0.1 MILE TO MARK ON RIGHT
 MK1845'(WEST).  MARK IS 23 FEET WEST OF CENTERLINE OF ROAD AND PROJECTS
 MK1845'6 INCHES.
 MK1845'
 MK1845'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 MK1845
 MK1845                          STATION RECOVERY (1961)
 MK1845
 MK1845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1845'NEW DESCRIPTION--1.5 MI. N AND 3.0 MI. E OF CRESTON.  1.5 MI.
 MK1845'N AND 3.75 MI. W OF LEIGH.  T 20 N, R 1 E, NEAR 1/4 CORNER
 MK1845'BETWEEN SECTIONS 3 AND 10.  45 FT. N AND 10 FT. W OF CENTER
 MK1845'OF ROAD.  T FENCE N.  A STANDARD TABLET SET IN THE TOP OF A
 MK1845'CONCRETE POST AND STAMPED--HOBZA 1935.
 MK1845'
 MK1845'REFERENCE MARKS FOUND AS DESCRIBED.
 MK1845'
 MK1845'AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0676 ***********************************************************************
 NN0676  DESIGNATION -  HOERLE
 NN0676  PID         -  NN0676
 NN0676  STATE/COUNTY-  NE/WHEELER
 NN0676  COUNTRY     -  US
 NN0676  USGS QUAD   -  GOOSE LAKE (2017)
 NN0676
 NN0676                         *CURRENT SURVEY CONTROL
 NN0676  ______________________________________________________________________
 NN0676* NAD 83(1995) POSITION- 42 03 10.11120(N) 098 36 35.92919(W)   ADJUSTED
 NN0676* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 NN0676  ______________________________________________________________________
 NN0676  GEOID HEIGHT    -        -23.962 (meters)                     GEOID18
 NN0676  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 NN0676  HORZ ORDER      -  FIRST
 NN0676
 NN0676.The horizontal coordinates were established by classical geodetic methods
 NN0676.and adjusted by the National Geodetic Survey in August 1997.
 NN0676
 NN0676.The orthometric height was scaled from a topographic map.
 NN0676
 NN0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0676.GEOID18 height accuracy estimate available here.
 NN0676
 NN0676.Click photographs - Photos may exist for this station.
 NN0676
 NN0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0676
 NN0676. The following values were computed from the NAD 83(1995) position.
 NN0676
 NN0676;                    North         East     Units Scale Factor Converg.
 NN0676;SPC NE       -   247,346.595   615,029.916   MT  0.99970410   +0 55 16.2
 NN0676;SPC NE       -   811,502.95  2,017,810.65   sFT  0.99970410   +0 55 16.2
 NN0676;UTM  14      - 4,655,713.115   532,273.807   MT  0.99961282   +0 15 40.5
 NN0676
 NN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0676!SPC NE       -   0.99990288  x   0.99970410  =   0.99960701
 NN0676!UTM  14      -   0.99990288  x   0.99961282  =   0.99951574
 NN0676
 NN0676:                Primary Azimuth Mark                     Grid Az
 NN0676:SPC NE       -  HOERLE AZ MK                             261 39 57.5
 NN0676:UTM  14      -  HOERLE AZ MK                             262 19 33.2
 NN0676
 NN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3227355713(NAD 83)
 NN0676
 NN0676|---------------------------------------------------------------------|
 NN0676| PID    Reference Object                     Distance      Geod. Az  |
 NN0676|                                                           dddmmss.s |
 NN0676| CO3700 HOERLE RM 3                          16.343 METERS 06846     |
 NN0676| CO3698 HOERLE RM 1                                        08301     |
 NN0676| CO3699 HOERLE RM 2                                        16313     |
 NN0676| CO3701 HOERLE RM 4                          19.202 METERS 16711     |
 NN0676| NN0677 HOERLE AZ MK                        APPROX. 0.8 KM 2623513.7 |
 NN0676|---------------------------------------------------------------------|
 NN0676
 NN0676                          SUPERSEDED SURVEY CONTROL
 NN0676
 NN0676  NAD 83(1986)-  42 03 10.11433(N)    098 36 35.93634(W) AD(       ) 1
 NN0676  NAD 27      -  42 03 10.09400(N)    098 36 34.64100(W) AD(       ) 1
 NN0676
 NN0676.Superseded values are not recommended for survey control.
 NN0676
 NN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0676.See file dsdata.pdf to determine how the superseded data were derived.
 NN0676
 NN0676_MARKER: DS = TRIANGULATION STATION DISK
 NN0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0676_STAMPING: HOERLE 19149
 NN0676_MARK LOGO: CGS
 NN0676_PROJECTION: FLUSH
 NN0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0676+STABILITY: SURFACE MOTION
 NN0676
 NN0676  HISTORY     - Date     Condition        Report By
 NN0676  HISTORY     - 1949     MONUMENTED       CGS
 NN0676
 NN0676                          STATION DESCRIPTION
 NN0676
 NN0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0676'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTHEAST OF CHAMBERS
 NN0676'AND 7.0 MILES NORTHWEST OF CUMMINSVILLE ON LAND OWNED BY
 NN0676'HOERLE BROTHERS.  IT IS ON THE HIGHEST SAND HILL IN THE VICINITY,
 NN0676'0.3 MILE NORTHEAST OF WINDMILL NEAR LARGE BLOW-OUT, AND 6 FEET
 NN0676'SOUTHEAST OF WITNESS POST.  IT IS STAMPED HOERLE 1949 AND SET
 NN0676'FLUSH WITH THE SURFACE OF THE GROUND.
 NN0676'
 NN0676'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION ON EAST
 NN0676'SLOPE OF SAND HILL AND ABOUT 6 FEET LOWER THAN THE STATION.
 NN0676'IT IS STAMPED HOERLE NO 1 1949 AND PROJECTS 3 INCHES.
 NN0676'
 NN0676'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ABOUT 2 FEET
 NN0676'LOWER THAN THE STATION.  IT IS STAMPED HOERLE NO 2 1949 AND
 NN0676'PROJECTS 2 INCHES.
 NN0676'
 NN0676'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 35 FEET NORTH
 NN0676'OF THE SOUTH END OF GATE IN SOUTHEAST CORNER OF PASTURE, 2 FEET
 NN0676'SOUTH OF WITNESS POST AND SET IN NORTH-SOUTH FENCE LINE.  IT
 NN0676'IS STAMPED HOERLE 1949 AND PROJECTS 3 INCHES.
 NN0676'
 NN0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0676'AND STATE HIGHWAY 53 IN CUMMINSVILLE, GO NORTH-NORTHWEST ON
 NN0676'U.S. HIGHWAY 281 FOR 8.4 MILES TO CROSSROADS AND SIGN ON THE
 NN0676'LEFT POINTING WEST TO WATSONS RANCH, TURN RIGHT AND GO EAST
 NN0676'FOR 1.0 MILE TO CROSSROADS AT SCHOOL IN SOUTHWEST ANGLE,
 NN0676'TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO A WIRE GATE ON THE
 NN0676'LEFT AT THE END OF SECTION LINE ROAD, TURN LEFT THROUGH GATE
 NN0676'AND GO SOUTHEAST ACROSS FENCED LOT PASSING TO THE RIGHT OF
 NN0676'WINDMILL FOR 0.05 MILE TO WIRE GATE IN THE SOUTHEAST CORNER
 NN0676'OF LOT, GO THROUGH GATE AND FOLLOW TRACK ROAD
 NN0676'SOUTH-SOUTHEAST FOR 0.6 MILE TO A WIRE GATE IN THE SOUTHEAST
 NN0676'CORNER OF PASTURE AND AZIMUTH MARK JUST NORTH AS DESCRIBED, GO
 NN0676'THROUGH GATE AND CONTINUE SOUTHEAST ON TRACK ROAD FOR
 NN0676'0.3 MILE TO WINDMILL, BEAR LEFT AND GO NORTHEAST FOR 0.3
 NN0676'MILE TO THE TOP OF THE HIGHEST SAND HILL IN THE VICINITY
 NN0676'AND STATION AS DESCRIBED.
 NN0676'
 NN0676'A 4 FOOT SIGNAL AT STATION BUFFALO 1900 IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'A 47 FOOT SIGNAL AT STATION DELOIT 1900 IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0677 ***********************************************************************
 NN0677  DESIGNATION -  HOERLE AZ MK
 NN0677  PID         -  NN0677
 NN0677  STATE/COUNTY-  NE/WHEELER
 NN0677  COUNTRY     -  US
 NN0677  USGS QUAD   -  GOOSE LAKE (2017)
 NN0677
 NN0677                         *CURRENT SURVEY CONTROL
 NN0677  ______________________________________________________________________
 NN0677* NAD 83(1995) POSITION- 42 03 06.95988(N) 098 37 08.41484(W)   ADJUSTED
 NN0677* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 NN0677  ______________________________________________________________________
 NN0677  GEOID HEIGHT    -        -23.949 (meters)                     GEOID18
 NN0677  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 NN0677  HORZ ORDER      -  SECOND
 NN0677
 NN0677.The horizontal coordinates were established by classical geodetic methods
 NN0677.and adjusted by the National Geodetic Survey in August 1997.
 NN0677
 NN0677.The orthometric height was scaled from a topographic map.
 NN0677
 NN0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0677.GEOID18 height accuracy estimate available here.
 NN0677
 NN0677.Click photographs - Photos may exist for this station.
 NN0677
 NN0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0677
 NN0677. The following values were computed from the NAD 83(1995) position.
 NN0677
 NN0677;                    North         East     Units Scale Factor Converg.
 NN0677;SPC NE       -   247,237.438   614,284.775   MT  0.99970395   +0 54 54.7
 NN0677;SPC NE       -   811,144.83  2,015,365.97   sFT  0.99970395   +0 54 54.7
 NN0677;UTM  14      - 4,655,612.557   531,527.528   MT  0.99961223   +0 15 18.7
 NN0677
 NN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0677!SPC NE       -   0.99990351  x   0.99970395  =   0.99960749
 NN0677!UTM  14      -   0.99990351  x   0.99961223  =   0.99951578
 NN0677
 NN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3152755612(NAD 83)
 NN0677
 NN0677                          SUPERSEDED SURVEY CONTROL
 NN0677
 NN0677  NAD 83(1986)-  42 03 06.96303(N)    098 37 08.42198(W) AD(       ) 2
 NN0677  NAD 27      -  42 03 06.94284(N)    098 37 07.12566(W) AD(       ) 2
 NN0677
 NN0677.Superseded values are not recommended for survey control.
 NN0677
 NN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0677.See file dsdata.pdf to determine how the superseded data were derived.
 NN0677
 NN0677_MARKER: DZ = AZIMUTH MARK DISK
 NN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0677_STAMPING: HOERLE 1949
 NN0677_MARK LOGO: CGS
 NN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0677+STABILITY: SURFACE MOTION
 NN0677
 NN0677  HISTORY     - Date     Condition        Report By
 NN0677  HISTORY     - 1949     MONUMENTED       NGS
 NN0677
 NN0677                          STATION DESCRIPTION
 NN0677
 NN0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 (RLE)
 NN0677'TO REACH STATION HOERLE FROM THE JUNCTION OF US HIGHWAY 281 AND STATE
 NN0677'HIGHWAY 95, ABOUT 5.0 MILES EAST OF CHAMBERS, GO SOUTH ON HIGHWAY 281
 NN0677'FOR 8.1 MILES TO THE HOLT-WHEELER COUNTY LINE.  CONTINUE SOUTH ON
 NN0677'HIGHWAY 281 FOR 1.15 MILES TO A SIDE ROAD LEFT, A DIM COUNTY ROAD
 NN0677'RIGHT AND A SIGN (BURTWISTLE RANCHES 1 AND 5 MILES EAST) ON THE LEFT.
 NN0677'TURN LEFT AND GO EAST ON A GRAVEL AND SAND ROAD FOR 1.0 MILES TO A
 NN0677'CROSSROAD AND AN OLD SCHOOL BUILDING IN THE SOUTHWEST ANGLE.  TURN
 NN0677'RIGHT AND GO SOUTH ON A TRACK SECTIONLINE ROAD FOR 1.15 MILES TO END
 NN0677'OF ROAD AND A TRACK ROAD LEFT, EAST.  TURN LEFT AND GO EAST ON THE
 NN0677'TRACK ROAD FOR 0.1 MILE TO A GATE IN FENCELINE ON THE RIGHT.  TURN
 NN0677'RIGHT, PASS THROUGH THE GATE, THEN TURN LEFT AND GO EAST ALONG THE
 NN0677'SOUTH SIDE OF THE FENCELINE FOR 0.75 MILE, THEN TURN RIGHT, SOUTH,
 NN0677'LEAVING THE FENCE AND GO SOUTH ACROSS PASTURE TO TOP OF HIGHEST
 NN0677'SAND HILL IN THE VICINITY AND STATION HORLE, A DISTANCE OF 0.5 MILE.
 NN0677'A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED TO TRAVEL TO THIS STATION.
 NN0677'
 NN0677'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOERLE 1949, SET IN THE
 NN0677'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 18 INCHES
 NN0677'ABOVE THE GROUND SURFACE.  IT IS 34 FEET NORTH OF A RAILROAD TIE
 NN0677'POST, 8.5 FEET SOUTH OF A METAL WITNESS POST, IN A SMALL GRASSY BLOW
 NN0677'OUT AND SEVERAL OLD POSTS AND WIRE ARE LYING ON THE GROUND AROUND THE
 NN0677'MARK.
 NN0677'
 NN0677'TO REACH THE AZIMUTH MARK FROM STATION HORLE, GO NORTHWEST ACROSS
 NN0677'PASTURE FOR 0.2 MILE TO A FENCE CORNER AT THE NORTH END OF A GROUP
 NN0677'OF TREES, THEN FOLLOW THE NORTH SIDE OF THE FENCE IN A WESTERLY
 NN0677'DIRECTION FOR 0.1 MILE TO CORNER FENCE POST AND GATE ON THE LEFT,
 NN0677'THEN CONTINUE WEST-SOUTHWEST ON A LINE ABOUT 10 DEGREES TO THE LEFT
 NN0677'OF A WINDMILL FOR 0.15 MILE TO A LOW AREA AND THE AZIMUTH MARK IN
 NN0677'AN OLD FENCELINE, SEVERAL OLD POST REMAIN STANDING IN A NORTH-SOUTH
 NN0677'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0638 ***********************************************************************
 NP0638  DESIGNATION -  HOFF
 NP0638  PID         -  NP0638
 NP0638  STATE/COUNTY-  NE/BOX BUTTE
 NP0638  COUNTRY     -  US
 NP0638  USGS QUAD   -  JESSE LAKE (2017)
 NP0638
 NP0638                         *CURRENT SURVEY CONTROL
 NP0638  ______________________________________________________________________
 NP0638* NAD 83(1995) POSITION- 42 04 43.12477(N) 102 43 44.02909(W)   ADJUSTED
 NP0638* NAVD 88 ORTHO HEIGHT -  1263.    (meters)     4144.    (feet) SCALED
 NP0638  ______________________________________________________________________
 NP0638  GEOID HEIGHT    -        -18.752 (meters)                     GEOID18
 NP0638  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 NP0638  HORZ ORDER      -  SECOND
 NP0638
 NP0638.The horizontal coordinates were established by classical geodetic methods
 NP0638.and adjusted by the National Geodetic Survey in August 1997.
 NP0638
 NP0638.The orthometric height was scaled from a topographic map.
 NP0638
 NP0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0638.GEOID18 height accuracy estimate available here.
 NP0638
 NP0638.Click photographs - Photos may exist for this station.
 NP0638
 NP0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0638
 NP0638. The following values were computed from the NAD 83(1995) position.
 NP0638
 NP0638;                    North         East     Units Scale Factor Converg.
 NP0638;SPC NE       -   252,853.228   274,290.719   MT  0.99970851   -1 48 30.4
 NP0638;SPC NE       -   829,569.30    899,902.13   sFT  0.99970851   -1 48 30.4
 NP0638;UTM  13      - 4,661,004.050   687,860.671   MT  1.00003427   +1 31 20.7
 NP0638
 NP0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0638!SPC NE       -   0.99980496  x   0.99970851  =   0.99951352
 NP0638!UTM  13      -   0.99980496  x   1.00003427  =   0.99983922
 NP0638
 NP0638:                Primary Azimuth Mark                     Grid Az
 NP0638:SPC NE       -  HOFF AZ MK                               009 36 40.3
 NP0638:UTM  13      -  HOFF AZ MK                               006 16 49.2
 NP0638
 NP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8786061004(NAD 83)
 NP0638
 NP0638|---------------------------------------------------------------------|
 NP0638| PID    Reference Object                     Distance      Geod. Az  |
 NP0638|                                                           dddmmss.s |
 NP0638| CQ3991 HOFF AZ MK                                         0074809.9 |
 NP0638| CQ3992 HOFF RM 1                             7.275 METERS 07457     |
 NP0638| CQ3993 HOFF RM 2                             6.553 METERS 13721     |
 NP0638|---------------------------------------------------------------------|
 NP0638
 NP0638                          SUPERSEDED SURVEY CONTROL
 NP0638
 NP0638  NAD 83(1993)-  42 04 43.12400(N)    102 43 44.02924(W) AD(       ) 2
 NP0638  NAD 83(1986)-  42 04 43.12156(N)    102 43 44.02796(W) AD(       ) 2
 NP0638  NAD 27      -  42 04 43.22500(N)    102 43 42.30800(W) AD(       ) 2
 NP0638
 NP0638.Superseded values are not recommended for survey control.
 NP0638
 NP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0638.See file dsdata.pdf to determine how the superseded data were derived.
 NP0638
 NP0638_MARKER: DS = TRIANGULATION STATION DISK
 NP0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0638_STAMPING: HOFF 1946
 NP0638_MARK LOGO: CGS
 NP0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0638+STABILITY: SURFACE MOTION
 NP0638
 NP0638  HISTORY     - Date     Condition        Report By
 NP0638  HISTORY     - 1946     MONUMENTED       CGS
 NP0638
 NP0638                          STATION DESCRIPTION
 NP0638
 NP0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0638'LOCATED 7-1/2 MILES EAST-SOUTHEAST OF ALLIANCE, 1 MILE SOUTH OF
 NP0638'STATE HIGHWAY NO. 2 AND 10 FEET EAST OF THE SHARP WEST SLOPE OF A
 NP0638'SAND DUNE.  IT IS ON THE HIGHEST POINT OF THE SAND DUNE AND
 NP0638'PROJECTS 8 INCHES.  IT IS STAMPED HOFF 1946.
 NP0638'
 NP0638'REFERENCE MARK NO. 1 IS ON THE NORTH RIM OF THE SAND DUNE AND
 NP0638'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED HOFF NO 1 1946
 NP0638'AND PROJECTS 4 INCHES.
 NP0638'
 NP0638'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 NP0638'IS STAMPED HOFF NO 2 1946 AND PROJECTS 4 INCHES.
 NP0638'
 NP0638'THE AZIMUTH MARK IS 0.2 MILE EAST OF A CURVE TO THE LEFT (SOUTH)
 NP0638'OF HIGHWAY NO. 2, 115 FEET SOUTH OF A RAILROAD TRACK, 45 FEET
 NP0638'NORTH OF THE CENTER LINE OF HIGHWAY NO. 2 AND 2 FEET EAST OF A
 NP0638'TELEPHONE POLE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED HOFF
 NP0638'AZIMUTH 1946 AND PROJECTS 10 INCHES.  IT IS SET IN A 10-INCH
 NP0638'BY 10-INCH CONCRETE POST.
 NP0638'
 NP0638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 NP0638'AND 19 AT THE EAST EDGE OF ALLIANCE, GO EAST ON NO. 2 FOR 7.05
 NP0638'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.45
 NP0638'MILE TO A T ROAD ON THE LEFT AND A WIRE GATE ON THE RIGHT.  THEN
 NP0638'RIGHT, SOUTH, THROUGH THE GATE.  THEN WEST-SOUTHWEST ON A
 NP0638'TRACK ROAD FOR 0.2 MILE TO WHERE THE ROAD BEARS TO THE WEST.
 NP0638'THEN LEAVE THE ROAD AND CONTINUE WEST-SOUTHWEST FOR 0.3 MILE
 NP0638'TO THE NORTHWEST EDGE OF THE SAND DUNE.  TURN LEFT, SOUTHERLY,
 NP0638'UP THE STEEP GRASSY SLOPE FOR 0.55 MILE TO THE HIGHEST POINT
 NP0638'AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0829 ***********************************************************************
 LG0829  DESIGNATION -  HOFF
 LG0829  PID         -  LG0829
 LG0829  STATE/COUNTY-  NE/JEFFERSON
 LG0829  COUNTRY     -  US
 LG0829  USGS QUAD   -  REYNOLDS (2017)
 LG0829
 LG0829                         *CURRENT SURVEY CONTROL
 LG0829  ______________________________________________________________________
 LG0829* NAD 83(1995) POSITION- 40 00 07.28402(N) 097 16 29.79671(W)   ADJUSTED
 LG0829* NAVD 88 ORTHO HEIGHT -   487.08  (+/-2cm)     1598.0   (feet) VERTCON
 LG0829  ______________________________________________________________________
 LG0829  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 LG0829  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 LG0829  HORZ ORDER      -  FIRST
 LG0829  VERT ORDER      -  THIRD ? (See Below)
 LG0829
 LG0829.The horizontal coordinates were established by classical geodetic methods
 LG0829.and adjusted by the National Geodetic Survey in August 1997.
 LG0829
 LG0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0829
 LG0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0829.GEOID18 height accuracy estimate available here.
 LG0829
 LG0829.The vertical order pertains to the NGVD 29 superseded value.
 LG0829
 LG0829.Click photographs - Photos may exist for this station.
 LG0829
 LG0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0829
 LG0829. The following values were computed from the NAD 83(1995) position.
 LG0829
 LG0829;                    North         East     Units Scale Factor Converg.
 LG0829;SPC NE       -    22,397.718   732,657.476   MT  0.99999909   +1 48 21.2
 LG0829;SPC NE       -    73,483.18  2,403,727.07   sFT  0.99999909   +1 48 21.2
 LG0829;UTM  14      - 4,429,406.948   647,249.866   MT  0.99986693   +1 06 32.7
 LG0829
 LG0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0829!SPC NE       -   0.99992782  x   0.99999909  =   0.99992691
 LG0829!UTM  14      -   0.99992782  x   0.99986693  =   0.99979476
 LG0829
 LG0829:                Primary Azimuth Mark                     Grid Az
 LG0829:SPC NE       -  HOFF AZ MK                               127 39 46.3
 LG0829:UTM  14      -  HOFF AZ MK                               128 21 34.8
 LG0829
 LG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4724929406(NAD 83)
 LG0829
 LG0829|---------------------------------------------------------------------|
 LG0829| PID    Reference Object                     Distance      Geod. Az  |
 LG0829|                                                           dddmmss.s |
 LG0829| CN8800 HOFF RM 1                            58.247 METERS 00525     |
 LG0829| LG0818 JANSEN MUNICIPAL TANK               APPROX.26.1 KM 0384846.9 |
 LG0829| CN8799 HOFF AZ MK                                         1292807.5 |
 LG0829| KF0832 CUBA MUNICIPAL TANK                 APPROX.27.0 KM 2144901.3 |
 LG0829| KF0918 MUNDEN MUNICIPAL TANK               APPROX.24.6 KM 2464125.1 |
 LG0829| KF0826 MAHASKA MUNICIPAL STANDPIPE         APPROX. 6.9 KM 2545049.1 |
 LG0829| KF0828 MAHASKA HIGH SCHOOL SPIRE           APPROX. 6.6 KM 2575719.7 |
 LG0829| CN8801 HOFF RM 2                            47.207 METERS 26752     |
 LG0829| LG0866 CHESTER MUNICIPAL TANK              APPROX.29.4 KM 2720331.7 |
 LG0829| CN8802 HOFF RM 3                            53.691 METERS 27344     |
 LG0829| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX.19.9 KM 3222547.1 |
 LG0829| LG0827 GILEAD TRINITY LUTH CH SPIRE        APPROX.18.9 KM 3400507.6 |
 LG0829| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.17.8 KM 3545827.4 |
 LG0829|---------------------------------------------------------------------|
 LG0829
 LG0829                          SUPERSEDED SURVEY CONTROL
 LG0829
 LG0829  NAD 83(1986)-  40 00 07.28923(N)    097 16 29.79603(W) AD(       ) 1
 LG0829  NAD 27      -  40 00 07.27300(N)    097 16 28.66200(W) AD(       ) 1
 LG0829  NGVD 29             486.92   (m)         1597.5    (f) LEVELING    3  
 LG0829
 LG0829.Superseded values are not recommended for survey control.
 LG0829
 LG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0829.See file dsdata.pdf to determine how the superseded data were derived.
 LG0829
 LG0829_MARKER: DS = TRIANGULATION STATION DISK
 LG0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0829_STAMPING: HOFF 1935
 LG0829_MARK LOGO: CGS
 LG0829_PROJECTION: FLUSH
 LG0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0829+STABILITY: SURFACE MOTION
 LG0829
 LG0829  HISTORY     - Date     Condition        Report By
 LG0829  HISTORY     - 1935     MONUMENTED       CGS
 LG0829  HISTORY     - 1947     GOOD             CGS
 LG0829  HISTORY     - 1953     GOOD             CGS
 LG0829  HISTORY     - 1962     GOOD             CGS
 LG0829  HISTORY     - 1970     GOOD             NGS
 LG0829
 LG0829                          STATION DESCRIPTION
 LG0829
 LG0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0829'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 35, T. 1 N.,
 LG0829'R. 1 E., ABOUT 1 MILE NORTH AND 4 MILES EAST OF MAHASKA, KANS.
 LG0829'AND 9 MILES SOUTH AND 5 MILES WEST OF FAIRBURY, NEBR. ON THE
 LG0829'NEBRASKA-KANSAS STATE LINE.  MARK IS IN FENCE CORNER 45 FEET WEST
 LG0829'OF CENTERLINE OF NORTH-SOUTH ROAD AND 28 FEET NORTH OF CENTERLINE
 LG0829'OF EAST-WEST ROAD.
 LG0829'
 LG0829'TO REACH FROM MAHASKA, GO SOUTH FROM MAHASKA STATE BANK FOR
 LG0829'0.15 MILE, THEN EAST FOR 4.2 MILES, THEN NORTH 0.95 MILE TO
 LG0829'NEBRASKA-KANSAS STATE LINE, THEN GO EAST 0.05 MILE TO POINT WHERE
 LG0829'ROAD TURNS NORTH AND STATION ON NORTH SIDE OF ROAD.
 LG0829'
 LG0829'REFERENCE MARK NO. 1 IS NORTH OF STATION ALONG FENCE LINE 58.249
 LG0829'METERS (191.12 FEET) DISTANT, AND 20 FEET WEST OF CENTERLINE OF
 LG0829'DIRT ROAD.
 LG0829'
 LG0829'REFERENCE MARK NO. 2 IS WEST OF STATION ALONG FENCE LINE 47.219
 LG0829'METERS (154.92 FEET) DISTANT, AND 20 FEET NORTH OF CENTERLINE
 LG0829'OF DIRT ROAD.
 LG0829'
 LG0829'AZIMUTH MARK IS APPROXIMATELY 1.6 MILES SOUTHEAST OF STATION,
 LG0829'28 FEET NORTH OF CENTERLINE OF ROAD.
 LG0829'
 LG0829'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0829
 LG0829                          STATION RECOVERY (1947)
 LG0829
 LG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0829'THE STATION, REFERENCE MARKS NOS. 1 AND 2,
 LG0829'AND AZIMUTH MARK WERE RECOVERED AND FOUND
 LG0829'TO BE IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS
 LG0829'CHECKED BUT AN APPROXIMATE ERROR OF THREE AND A HALF MINUTES
 LG0829'WAS NOTED IN THE DIRECTION TO THE REFERENCE MARKS.  FOLLOWING IS
 LG0829'A COMPLETE DESCRIPTION.
 LG0829'
 LG0829'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 1 MILE NORTH OF
 LG0829'MAHASKA, KANSAS IN THE SE CORNER OF SECTION 35, T 1 N, R 1 E.
 LG0829'THE MARK, STAMPED HOFF 1935, IS 40 FEET NORTH OF THE CENTER LINE
 LG0829'OF AN EAST-WEST ROAD, 30 FEET WEST OF THE CENTER LINE OF A
 LG0829'NORTH-SOUTH ROAD AND SET FLUSH WITH THE GROUND.
 LG0829'
 LG0829'REFERENCE MARK NO. 1, STAMPED HOFF NO 1 1935, PROJECTS 10 INCHES
 LG0829'AND IS 25 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD.
 LG0829'
 LG0829'REFERENCE MARK NO. 2, STAMPED HOFF NO 2 1935, PROJECTS 4 INCHES
 LG0829'AND IS 16 FEET NORTH OF THE CENTER LINE OF AN EAST WEST ROAD.
 LG0829'
 LG0829'THE AZIMUTH MARK, STAMPED HOFF 1935 AZI, PROJECTS 6 INCHES, IS
 LG0829'3 FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST
 LG0829'AND 28 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD.
 LG0829'
 LG0829'TO REACH THE STATION FROM THE MAHASKA STATE BANK, MAHASKA, KANSAS,
 LG0829'GO SOUTH 0.15 MILE, TURN LEFT, EAST, AND GO 4.2 MILES TO A
 LG0829'CROSSROAD.  AT THE CROSSROAD TURN LEFT, NORTH, AND GO 0.95 MILE
 LG0829'TO A CROSSROAD, TURN RIGHT, EAST AND GO 0.05 MILE TO STATION ON
 LG0829'THE LEFT AT SOUTHEAST CORNER OF FIELD.
 LG0829'
 LG0829'THE AZIMUTH MARK IS REACHED FROM THE MAHASKA STATE BANK,
 LG0829'MAHASKA, KANSAS BY GOING SOUTH 0.15 MILE AND TURNING LEFT, EAST,
 LG0829'FOR 5.25 MILES TO THE MARK ON THE NORTH SIDE OF ROAD NEAR
 LG0829'TELEPHONE POLE.
 LG0829'
 LG0829'A 74 FOOT SIGNAL AT STATION MERIDIAN, 1935 IS VISIBLE AT 40 FEET.
 LG0829'
 LG0829'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 10 FEET.
 LG0829'
 LG0829'A 4 FOOT SIGNAL AT STATION REYNOLDS IS VISIBLE AT 10 FEET.
 LG0829'
 LG0829'A 74 FOOT SIGNAL AT STATION GLAD, 1935 IS VISIBLE AT 20 FEET.
 LG0829'
 LG0829'A 4 FOOT SIGNAL AT STATION NUTTER, 1935 IS VISIBLE AT 10 FEET.
 LG0829'
 LG0829'HEIGHT OF LIGHT ABOVE STATION MARK, 22 METERS.
 LG0829
 LG0829                          STATION RECOVERY (1953)
 LG0829
 LG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0829'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LG0829'CONDITION, EXCEPT R.M. NO. 2 WHICH WAS ON THE NORTH EDGE OF
 LG0829'ROADBED OF A NEWLY CONSTRUCTED ROAD.  IT WAS REMOVED AND R.M.
 LG0829'NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0829'
 LG0829'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF FAIRBURY,
 LG0829'NEBRASKA AND 4 AND 1/2 MILES EAST-NORTHEAST OF MAHASKA, KANSAS
 LG0829'ON THE NEBRASKA-KANSAS STATE LINE IN THE SOUTHEAST CORNER OF
 LG0829'SEC. 35, T. 1 N., R. 1 E., 150 FEET EAST OF THE INTERSECTION OF
 LG0829'STATE LINE ROAD AND A ROAD SOUTH, 48 FEET NORTHWEST OF THE
 LG0829'INTERSECTION OF STATE LINE ROAD AND A ROAD NORTH, 42 FEET WEST
 LG0829'OF THE CENTER OF GRADED ROAD, AND 26 FEET NORTH OF THE CENTER
 LG0829'OF STATE LINE ROAD (GRADED).  THE MARK IS FLUSH WITH THE
 LG0829'SURFACE OF THE GROUND AND THE DISK IS STAMPED HOFF 1935.
 LG0829'
 LG0829'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 24 FEET WEST OF
 LG0829'THE CENTER OF GRADED ROAD.  THE MARK PROJECTS 8 INCHES AND THE
 LG0829'DISK IS STAMPED HOFF NO 1 1935.
 LG0829'
 LG0829'REFERENCE MARK NO. 3 IS WEST OF THE STATION, 40 FEET NORTHWEST
 LG0829'OF THE INTERSECTION OF STATE LINE ROAD AND A ROAD SOUTH, 30 FEET
 LG0829'NORTH OF THE CENTER OF STATE LINE ROAD, AND 2 FEET EAST OF A
 LG0829'POWERLINE GUY POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LG0829'STAMPED HOFF NO 3 1935.
 LG0829'
 LG0829'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 0.2 MILE EAST OF
 LG0829'CROSSROADS, 28 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET
 LG0829'WEST OF THE 4TH TELEPHONE POLE EAST OF CROSSROADS, AND 3 FEET
 LG0829'EAST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0829'STAMPED HOFF 1935 AZI.
 LG0829'
 LG0829'TO REACH THE STATION FROM THE MAHASKA POST OFFICE, GO SOUTH ON THE
 LG0829'MAIN STREET FOR 0.15 MILE.  TURN LEFT AND GO EAST FOR 4.2 MILES
 LG0829'TO CROSSROADS. TURN LEFT AND GO NORTH FOR 1.0 MILE TO STATE LINE
 LG0829'ROAD AND THE STATION AS DESCRIBED.
 LG0829'
 LG0829'TO REACH THE AZIMUTH MARK FROM THE MAHASKA POST OFFICE, GO SOUTH
 LG0829'FOR 0.15 MILE.  TURN LEFT AND GO EAST FOR 5.4 MILES TO THE AZIMUTH
 LG0829'MARK ON THE LEFT OR NORTH SIDE OF THE ROAD.
 LG0829
 LG0829                          STATION RECOVERY (1962)
 LG0829
 LG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0829'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0829'IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS PLACED 1 FOOT
 LG0829'NORTH OF THE STATION MARK.  THE 1953 RECOVERY NOTE BY GCM IS AN
 LG0829'ADEQUATE DESCRIPTION.
 LG0829
 LG0829                          STATION RECOVERY (1970)
 LG0829
 LG0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0829'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND THE
 LG0829'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0829'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 LG0829'RECOVERY.
 LG0829'
 LG0829'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LG0829'
 LG0829'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG0829'
 LG0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 LG0829'AND 1 MILE NORTH OF MAHASKA KANSAS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0762 ***********************************************************************
 NN0762  DESIGNATION -  HOGAN
 NN0762  PID         -  NN0762
 NN0762  STATE/COUNTY-  NE/BROWN
 NN0762  COUNTRY     -  US
 NN0762  USGS QUAD   -  HAGAN LAKE (2017)
 NN0762
 NN0762                         *CURRENT SURVEY CONTROL
 NN0762  ______________________________________________________________________
 NN0762* NAD 83(1995) POSITION- 42 21 52.24107(N) 099 42 27.02901(W)   ADJUSTED
 NN0762* NAVD 88 ORTHO HEIGHT -   800.    (meters)     2625.    (feet) SCALED
 NN0762  ______________________________________________________________________
 NN0762  GEOID HEIGHT    -        -22.553 (meters)                     GEOID18
 NN0762  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 NN0762  HORZ ORDER      -  SECOND
 NN0762
 NN0762.The horizontal coordinates were established by classical geodetic methods
 NN0762.and adjusted by the National Geodetic Survey in August 1997.
 NN0762
 NN0762.The orthometric height was scaled from a topographic map.
 NN0762
 NN0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0762.GEOID18 height accuracy estimate available here.
 NN0762
 NN0762.Click photographs - Photos may exist for this station.
 NN0762
 NN0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0762
 NN0762. The following values were computed from the NAD 83(1995) position.
 NN0762
 NN0762;                    North         East     Units Scale Factor Converg.
 NN0762;SPC NE       -   281,076.573   524,088.823   MT  0.99977094   +0 11 37.8
 NN0762;SPC NE       -   922,165.39  1,719,448.08   sFT  0.99977094   +0 11 37.8
 NN0762;UTM  14      - 4,690,491.187   441,741.317   MT  0.99964176   -0 28 36.4
 NN0762
 NN0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0762!SPC NE       -   0.99987804  x   0.99977094  =   0.99964901
 NN0762!UTM  14      -   0.99987804  x   0.99964176  =   0.99951984
 NN0762
 NN0762:                Primary Azimuth Mark                     Grid Az
 NN0762:SPC NE       -  HOGAN AZ MK                              350 42 49.3
 NN0762:UTM  14      -  HOGAN AZ MK                              351 23 03.5
 NN0762
 NN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4174190491(NAD 83)
 NN0762
 NN0762|---------------------------------------------------------------------|
 NN0762| PID    Reference Object                     Distance      Geod. Az  |
 NN0762|                                                           dddmmss.s |
 NN0762| CO3703 HOGAN RM 1                           15.555 METERS 13512     |
 NN0762| CO3704 HOGAN RM 2                           13.799 METERS 31519     |
 NN0762| CO3702 HOGAN AZ MK                                        3505427.1 |
 NN0762|---------------------------------------------------------------------|
 NN0762
 NN0762                          SUPERSEDED SURVEY CONTROL
 NN0762
 NN0762  NAD 83(1986)-  42 21 52.24566(N)    099 42 27.04086(W) AD(       ) 2
 NN0762  NAD 27      -  42 21 52.24900(N)    099 42 25.59400(W) AD(       ) 2
 NN0762
 NN0762.Superseded values are not recommended for survey control.
 NN0762
 NN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0762.See file dsdata.pdf to determine how the superseded data were derived.
 NN0762
 NN0762_MARKER: DS = TRIANGULATION STATION DISK
 NN0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0762_STAMPING: HOGAN 1949
 NN0762_MARK LOGO: CGS
 NN0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0762+STABILITY: SURFACE MOTION
 NN0762
 NN0762  HISTORY     - Date     Condition        Report By
 NN0762  HISTORY     - 1949     MONUMENTED       CGS
 NN0762
 NN0762                          STATION DESCRIPTION
 NN0762
 NN0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0762'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF LONG PINE
 NN0762'AND ABOUT 2.0 MILES NORTH AND 1.0 MILE EAST OF HOGAN LAKE ON
 NN0762'THE HIGHEST SAND HILL IN THE IMMEDIATE VICINITY.  IT IS 5.0
 NN0762'FEET SOUTH-SOUTHWEST OF A WITNESS POST, PROJECTS 4 INCHES AND IS
 NN0762'STAMPED HOGAN 1949.
 NN0762'
 NN0762'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF
 NN0762'THE STATION, PROJECTS 2 INCHES AND IS STAMPED HOGAN NO 1 1949.
 NN0762'
 NN0762'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT ABOVE THE ELEVATION
 NN0762'OF THE STATION, PROJECTS 2 INCHES AND IS STAMPED HOGAN NO 2
 NN0762'1949.
 NN0762'
 NN0762'THE AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER OF STATE ROUTE
 NN0762'NO. 55, 5.0 FEET WEST OF A TELEPHONE POLE AND 1.5 FEET WEST
 NN0762'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HOGAN
 NN0762'1949.
 NN0762'
 NN0762'TO REACH THE STATION FROM THE POST OFFICE IN LONG PINE, GO
 NN0762'NORTH ON THE MAIN STREET FOR 0.1 OF A MILE TO STATE ROUTE NO. 55,
 NN0762'HERE TURN RIGHT ON STATE ROUTE NO 55 AND GO EASTERLY FOR
 NN0762'0.4 OF A MILE TO A FORK JUST AFTER PASSING THROUGH AN UNDERPASS,
 NN0762'HERE TAKE THE RIGHT FORK WHICH IS STATE ROUTE NO. 55 AND GO
 NN0762'SOUTHERLY FOR 11.35 MILES TO A FORK, TAKE LEFT FORK (AZIMUTH
 NN0762'MARK ON THE RIGHT AS DESCRIBED) AND GO 1.85 MILES TO A DRIVEWAY
 NN0762'AND THREE MAIL BOXES ON THE LEFT AND A WIRE GATE ON THE RIGHT,
 NN0762'TURN RIGHT THROUGH WIRE GATE AND TAKE THE RIGHT FORK OF A
 NN0762'TRACK ROAD WEST-NORTHWEST FOR 0.65 OF A MILE TO A WIRE GATE
 NN0762'JUST WEST OF A WINDMILL, PASS THROUGH WIRE GATE AND CROSS
 NN0762'THROUGH LOOSE SAND AREA, BEAR RIGHT AND CONTINUE NORTHEAST
 NN0762'FOR 0.5 OF A MILE TO A FENCE CORNER AT THE SOUTHEAST
 NN0762'CORNER OF A PASTURE, THEN BEAR RIGHT AND PICK WAY ACROSS
 NN0762'PASTURE NORTHEASTERLY FOR 0.4 OF A MILE TO THE HIGHEST POINT
 NN0762'AND THE STATION AS DESCRIBED.
 NN0762'
 NN0762'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0762'
 NN0762'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET.
 NN0762'
 NN0762'A 6 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
 NN0762'
 NN0762'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0418 ***********************************************************************
 LJ0418  DESIGNATION -  HOLBROOK MUNICIPAL TANK
 LJ0418  PID         -  LJ0418
 LJ0418  STATE/COUNTY-  NE/FURNAS
 LJ0418  COUNTRY     -  US
 LJ0418  USGS QUAD   -  HOLBROOK (2017)
 LJ0418
 LJ0418                         *CURRENT SURVEY CONTROL
 LJ0418  ______________________________________________________________________
 LJ0418* NAD 83(1995) POSITION- 40 18 16.07746(N) 100 00 18.88699(W)   ADJUSTED
 LJ0418  ______________________________________________________________________
 LJ0418  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 LJ0418  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 LJ0418  HORZ ORDER      -  THIRD
 LJ0418
 LJ0418.The horizontal coordinates were established by classical geodetic methods
 LJ0418.and adjusted by the National Geodetic Survey in August 1997.
 LJ0418
 LJ0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0418.GEOID18 height accuracy estimate available here.
 LJ0418
 LJ0418.Click photographs - Photos may exist for this station.
 LJ0418
 LJ0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0418
 LJ0418. The following values were computed from the NAD 83(1995) position.
 LJ0418
 LJ0418;                    North         East     Units Scale Factor Converg.
 LJ0418;SPC NE       -    52,311.228   499,554.042   MT  0.99987622   -0 00 12.5
 LJ0418;SPC NE       -   171,624.42  1,638,953.55   sFT  0.99987622   -0 00 12.5
 LJ0418;UTM  14      - 4,462,035.625   414,574.062   MT  0.99968983   -0 39 01.0
 LJ0418
 LJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1457462035(NAD 83)
 LJ0418
 LJ0418                          SUPERSEDED SURVEY CONTROL
 LJ0418
 LJ0418  NAD 83(1986)-  40 18 16.08286(N)    100 00 18.89034(W) AD(       ) 3
 LJ0418  NAD 27      -  40 18 16.05600(N)    100 00 17.42400(W) AD(       ) 3
 LJ0418
 LJ0418.Superseded values are not recommended for survey control.
 LJ0418
 LJ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0418.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0418
 LJ0418_MARKER: 53 = ELEVATED TANK
 LJ0418
 LJ0418  HISTORY     - Date     Condition        Report By
 LJ0418  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0418
 LJ0418                          STATION DESCRIPTION
 LJ0418
 LJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0418'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 LJ0418'HOLBROOK AND 84 FEET EAST OF THE CENTER OF A T ROAD INTERSECTION.
 LJ0418'
 LJ0418'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LJ0418'OVERALL HEIGHT IS 110 FEET.
 LJ0418'
 LJ0418'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0675 ***********************************************************************
 LH0675  DESIGNATION -  HOLDREGE
 LH0675  PID         -  LH0675
 LH0675  STATE/COUNTY-  NE/PHELPS
 LH0675  COUNTRY     -  US
 LH0675  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0675
 LH0675                         *CURRENT SURVEY CONTROL
 LH0675  ______________________________________________________________________
 LH0675* NAD 83(1986) POSITION- 40 26 19.5    (N) 099 22 10.8    (W)   HD_HELD2
 LH0675* NAVD 88 ORTHO HEIGHT -   712.065 (meters)     2336.17  (feet) ADJUSTED
 LH0675  ______________________________________________________________________
 LH0675  GEOID HEIGHT    -        -24.866 (meters)                     GEOID18
 LH0675  DYNAMIC HEIGHT  -        711.625 (meters)     2334.72  (feet) COMP
 LH0675  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 LH0675
 LH0675  VERT ORDER      -  SECOND    CLASS 0
 LH0675
 LH0675.The horizontal coordinates were established by autonomous hand held GPS
 LH0675.observations and have an estimated accuracy of +/- 10 meters.
 LH0675
 LH0675.The orthometric height was determined by differential leveling and
 LH0675.adjusted by the NATIONAL GEODETIC SURVEY
 LH0675.in June 1991.
 LH0675
 LH0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0675.GEOID18 height accuracy estimate available here.
 LH0675
 LH0675.Click photographs - Photos may exist for this station.
 LH0675
 LH0675.The dynamic height is computed by dividing the NAVD 88
 LH0675.geopotential number by the normal gravity value computed on the
 LH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0675.degrees latitude (g = 980.6199 gals.).
 LH0675
 LH0675.The modeled gravity was interpolated from observed gravity values.
 LH0675
 LH0675;                    North         East    Units  Estimated Accuracy
 LH0675;SPC NE       -    67,415.      553,471.      MT  (+/- 10 meters HH2 GPS)
 LH0675
 LH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6864876521(NAD 83)
 LH0675
 LH0675                          SUPERSEDED SURVEY CONTROL
 LH0675
 LH0675  NGVD 29 (??/??/92)  711.788  (m)         2335.26   (f) ADJ UNCH    2 0
 LH0675
 LH0675.Superseded values are not recommended for survey control.
 LH0675
 LH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0675.See file dsdata.pdf to determine how the superseded data were derived.
 LH0675
 LH0675_MARKER: DB = BENCH MARK DISK
 LH0675_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH0675_SP_SET: STEP
 LH0675_STAMPING: HOLDREGE 1934
 LH0675_MARK LOGO: CGS
 LH0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0675
 LH0675  HISTORY     - Date     Condition        Report By
 LH0675  HISTORY     - 1934     MONUMENTED       CGS
 LH0675  HISTORY     - 1938     GOOD             CGS
 LH0675
 LH0675                          STATION DESCRIPTION
 LH0675
 LH0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LH0675'AT HOLDREGE.
 LH0675'AT HOLDREGE, PHELPS COUNTY, AT THE WEST ENTRANCE TO THE POST
 LH0675'OFFICE, AT THE SOUTH END OF THE FIRST LANDING, AND IN A CONCRETE
 LH0675'STEP.  A STANDARD DISK, STAMPED HOLDREGE 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1374 ***********************************************************************
 LH1374  DESIGNATION -  HOLDREGE
 LH1374  PID         -  LH1374
 LH1374  STATE/COUNTY-  NE/PHELPS
 LH1374  COUNTRY     -  US
 LH1374  USGS QUAD   -  HOLDREGE WEST (2017)
 LH1374
 LH1374                         *CURRENT SURVEY CONTROL
 LH1374  ______________________________________________________________________
 LH1374* NAD 83(1995) POSITION- 40 26 15.83026(N) 099 23 23.66313(W)   ADJUSTED
 LH1374* NAVD 88 ORTHO HEIGHT -   710.    (meters)     2329.    (feet) SCALED
 LH1374  ______________________________________________________________________
 LH1374  GEOID HEIGHT    -        -24.846 (meters)                     GEOID18
 LH1374  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 LH1374  HORZ ORDER      -  SECOND
 LH1374
 LH1374.The horizontal coordinates were established by classical geodetic methods
 LH1374.and adjusted by the National Geodetic Survey in August 1997.
 LH1374
 LH1374.The orthometric height was scaled from a topographic map.
 LH1374
 LH1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1374.GEOID18 height accuracy estimate available here.
 LH1374
 LH1374.Click photographs - Photos may exist for this station.
 LH1374
 LH1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1374
 LH1374. The following values were computed from the NAD 83(1995) position.
 LH1374
 LH1374;                    North         East     Units Scale Factor Converg.
 LH1374;SPC NE       -    67,289.589   551,754.863   MT  0.99983073   +0 24 15.5
 LH1374;SPC NE       -   220,765.93  1,810,215.75   sFT  0.99983073   +0 24 15.5
 LH1374;UTM  14      - 4,476,415.862   466,931.156   MT  0.99961346   -0 15 10.5
 LH1374
 LH1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1374!SPC NE       -   0.99989249  x   0.99983073  =   0.99972324
 LH1374!UTM  14      -   0.99989249  x   0.99961346  =   0.99950599
 LH1374
 LH1374:                Primary Azimuth Mark                     Grid Az
 LH1374:SPC NE       -  HOLDREGE AZ MK                           237 42 08.2
 LH1374:UTM  14      -  HOLDREGE AZ MK                           238 21 34.2
 LH1374
 LH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6693176415(NAD 83)
 LH1374
 LH1374|---------------------------------------------------------------------|
 LH1374| PID    Reference Object                     Distance      Geod. Az  |
 LH1374|                                                           dddmmss.s |
 LH1374| CN8803 HOLDREGE RM 1                        43.872 METERS 04602     |
 LH1374| LH1592 HOLDREGE RM 3                        22.875 METERS 07412     |
 LH1374| LH1590 HOLDREGE AZ MK                      APPROX. 0.5 KM 2380623.7 |
 LH1374| LH1538 HOLDREGE 2                           12.865 METERS 29853     |
 LH1374| LH1593 HOLDREGE RM 4                        43.020 METERS 31937     |
 LH1374| CN8804 HOLDREGE RM 2                        41.197 METERS 32457     |
 LH1374|---------------------------------------------------------------------|
 LH1374
 LH1374                          SUPERSEDED SURVEY CONTROL
 LH1374
 LH1374  NAD 83(1986)-  40 26 15.83591(N)    099 23 23.66431(W) AD(       ) 2
 LH1374  NAD 27      -  40 26 15.79900(N)    099 23 22.30000(W) AD(       ) 2
 LH1374
 LH1374.Superseded values are not recommended for survey control.
 LH1374
 LH1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1374.See file dsdata.pdf to determine how the superseded data were derived.
 LH1374
 LH1374_MARKER: DS = TRIANGULATION STATION DISK
 LH1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1374_STAMPING: HOLDREGE 1951
 LH1374_MARK LOGO: CGS
 LH1374_PROJECTION: FLUSH
 LH1374_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1374+STABILITY: SURFACE MOTION
 LH1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1374+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1374
 LH1374  HISTORY     - Date     Condition        Report By
 LH1374  HISTORY     - 1951     MONUMENTED       CGS
 LH1374  HISTORY     - 1951     GOOD             CGS
 LH1374  HISTORY     - 1966     GOOD             CGS
 LH1374  HISTORY     - 19820317 SEE DESCRIPTION  NGS
 LH1374  HISTORY     - 20060513 GOOD             GEOCAC
 LH1374
 LH1374                          STATION DESCRIPTION
 LH1374
 LH1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1374'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF THE BUSINESS
 LH1374'DISTRICT OF HOLDREGE ON THE ROAD RIGHT-OF-WAY NEAR THE EAST END
 LH1374'OF A TRIANGULAR PLOT OF GROUND FORMED BY A FORK IN THE ROAD,
 LH1374'51 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 36 FEET
 LH1374'NORTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED
 LH1374'HOLDREGE 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1374'
 LH1374'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 39 FEET NORTH
 LH1374'OF THE CENTER OF AN EAST-WEST ROAD AND 12 FEET NORTH OF A
 LH1374'TELEPHONE POLE.  IT IS STAMPED HOLDREGE NO 1 1951 AND PROJECTS 2
 LH1374'INCHES.
 LH1374'
 LH1374'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 45 FEET NORTH
 LH1374'OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET EAST OF A TELEPHONE
 LH1374'POLE.  IT IS STAMPED HOLDREGE NO 2 1951 AND PROJECTS 2 INCHES.
 LH1374'
 LH1374'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 181.52 FEET.
 LH1374'
 LH1374'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 42 FEET WEST OF THE
 LH1374'CENTER OF U.S. HIGHWAYS 34 AND 6, 38 FEET NORTH OF THE NORTH
 LH1374'RAIL OF RAILROAD TRACK AND 2 FEET SOUTHEAST OF A FENCE CORNER.
 LH1374'IT IS STAMPED HOLDREGE 1951 AND PROJECTS 3 INCHES.
 LH1374'
 LH1374'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHWEST OF THE POST
 LH1374'OFFICE IN HOLDREGE, GO SOUTH FOR 1 BLOCK TO AN INTERSECTION, TURN
 LH1374'RIGHT AND GO WEST ON U.S. HIGHWAYS 34 AND 6 FOR 1.0 MILE TO A FORK
 LH1374'AND STATION JUST WEST AS DESCRIBED.  (TAKE LEFT FORK AND GO
 LH1374'SOUTHWEST ON U.S. HIGHWAYS 34 AND 6 FOR 0.35 MILE TO AZIMUTH MARK
 LH1374'ON RIGHT AS DESCRIBED.)
 LH1374'
 LH1374'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LH1374
 LH1374                          STATION RECOVERY (1951)
 LH1374
 LH1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1374'RECOVERED IN GOOD CONDITION.
 LH1374
 LH1374                          STATION RECOVERY (1966)
 LH1374
 LH1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1374'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LH1374'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1374'2 HAVE BEEN DESTROYED WHEN THE RIGHT-OF-WAY WAS EXTENDED.
 LH1374'
 LH1374'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1374'
 LH1374'FOLLOWING IS A TO REACH FOR THE STATION AND NOTES FOR ALL MARKS.
 LH1374'
 LH1374'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHWEST OF THE
 LH1374'POST OFFICE IN HOLDREGE, GO SOUTH FOR 1 BLOCK TO AN INTERSECTION.
 LH1374'TURN RIGHT AND GO WEST ON U.S. HIGHWAYS 6 AND 34 FOR 1.0 MILE TO
 LH1374'A FORK AND THE STATION IN A GRASSY PLOT OF LAND BETWEEN THE
 LH1374'HIGHWAY AND A SURFACED ROAD LEADING WEST.  (TAKE THE LEFT FORK
 LH1374'AND GO SOUTHWEST ON U.S. HIGHWAYS 6 AND 34 FOR 0.35 MILE TO THE
 LH1374'AZIMUTH MARK ON THE RIGHT.)
 LH1374'
 LH1374'STATION MARK, A STANDARD DISK STAMPED HOLDREGE 1951.  THE SURFACE
 LH1374'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH 1 INCH
 LH1374'BELOW THE SURFACE OF THE GROUND.  IT IS 56.5 FEET SOUTH OF THE
 LH1374'CENTER OF THE EAST-WEST SURFACED ROAD, 39 FEET NORTH OF THE
 LH1374'CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 15 FEET WEST OF A POWERLINE
 LH1374'POLE, AND 1 FOOT NORTH OF A METAL STAKE.  THE UNDERGROUND MARK
 LH1374'WAS NOT INSPECTED.
 LH1374'
 LH1374'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOLDREGE NO 3 1951,
 LH1374'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 LH1374'THE SURFACE OF THE GROUND.  IT IS 39.5 FEET NORTH OF THE
 LH1374'CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 36.5 FEET SOUTH OF THE
 LH1374'CENTER OF THE SURFACED ROAD, AND 1.5 FEET WEST OF A POLE WITH A
 LH1374'STREET LIGHT.
 LH1374'
 LH1374'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HOLDREGE NO 4
 LH1374'1951, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LH1374'WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET NORTH OF THE
 LH1374'CENTER OF THE SURFACED ROAD, 25 FEET WEST OF THE CENTER OF THE
 LH1374'EAST DRIVEWAY LEADING TO THE HOLDREGE VETERINARY CLINIC, AND 2.5
 LH1374'FEET SOUTHEAST OF THE SOUTH POLE WHICH SUPPORTS A SIGN FOR
 LH1374'THE CLINIC.
 LH1374'
 LH1374'AZIMUTH MARK, A STANDARD DISK STAMPED HOLDREGE 1951, IS SET IN
 LH1374'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LH1374'42 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34,
 LH1374'38 FEET NORTHEAST OF THE NORTH RAIL OF A RAILROAD TRACK, AND 2
 LH1374'FEET SOUTH OF A CONCRETE CORNER FENCE POST.
 LH1374'
 LH1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 LH1374'WEST OF HOLDREGE.
 LH1374
 LH1374                          STATION RECOVERY (1982)
 LH1374
 LH1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1374'THE SURFACE STATION MARK, REFERENCE MARKS 3,4 AND THE AZIMUTH MARK
 LH1374'WERE RECOVERED IN GOOD CONDITION, HOWEVER, REFERENCE MARK 4 WAS
 LH1374'OBSTRUCTED BY A TREE.  THE STATION MARKS, REFERENCE MARK 3 AND THE
 LH1374'AZIMUTH MARK WILL BE BURIED UNDER FILL AND PAVEMENT DURING HIGHWAY
 LH1374'CONSTRUCTION ALONG U.S. HIGHWAY 6 AND 34.  STATION HOLDREGE 2, A
 LH1374'REFERENCE MARK 5 AND HOLDREGE 2 AZIMUTH MARK WERE ESTABLISHED AFTER
 LH1374'THE STATION WAS VERIFIED.  FOR FURTHER DETAILS, SEE THE DESCRIPTIONS
 LH1374'THEREOF.
 LH1374
 LH1374                          STATION RECOVERY (2006)
 LH1374
 LH1374'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1374'REFERENCE MARK NO. 4 IS 2.5 FEET SOUTHEAST OF THE SOUTH POLE OF A SIGN
 LH1374'FOR THE POST ROCK GAS CO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1538 ***********************************************************************
 LH1538  DESIGNATION -  HOLDREGE 2
 LH1538  PID         -  LH1538
 LH1538  STATE/COUNTY-  NE/PHELPS
 LH1538  COUNTRY     -  US
 LH1538  USGS QUAD   -  HOLDREGE WEST (2017)
 LH1538
 LH1538                         *CURRENT SURVEY CONTROL
 LH1538  ______________________________________________________________________
 LH1538* NAD 83(1995) POSITION- 40 26 16.03171(N) 099 23 24.14109(W)   ADJUSTED
 LH1538* NAVD 88 ORTHO HEIGHT -   710.    (meters)     2329.    (feet) SCALED
 LH1538  ______________________________________________________________________
 LH1538  GEOID HEIGHT    -        -24.845 (meters)                     GEOID18
 LH1538  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 LH1538  HORZ ORDER      -  THIRD
 LH1538
 LH1538.The horizontal coordinates were established by classical geodetic methods
 LH1538.and adjusted by the National Geodetic Survey in August 1997.
 LH1538
 LH1538.The orthometric height was scaled from a topographic map.
 LH1538
 LH1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1538.GEOID18 height accuracy estimate available here.
 LH1538
 LH1538.Click photographs - Photos may exist for this station.
 LH1538
 LH1538.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1538
 LH1538. The following values were computed from the NAD 83(1995) position.
 LH1538
 LH1538;                    North         East     Units Scale Factor Converg.
 LH1538;SPC NE       -    67,295.722   551,743.557   MT  0.99983071   +0 24 15.2
 LH1538;SPC NE       -   220,786.05  1,810,178.65   sFT  0.99983071   +0 24 15.2
 LH1538;UTM  14      - 4,476,422.123   466,919.923   MT  0.99961347   -0 15 10.8
 LH1538
 LH1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1538!SPC NE       -   0.99989250  x   0.99983071  =   0.99972323
 LH1538!UTM  14      -   0.99989250  x   0.99961347  =   0.99950601
 LH1538
 LH1538:                Primary Azimuth Mark                     Grid Az
 LH1538:SPC NE       -  HOLDREGE AZ MK                           236 26 17.7
 LH1538:UTM  14      -  HOLDREGE AZ MK                           237 05 43.7
 LH1538
 LH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6691976422(NAD 83)
 LH1538
 LH1538|---------------------------------------------------------------------|
 LH1538| PID    Reference Object                     Distance      Geod. Az  |
 LH1538|                                                           dddmmss.s |
 LH1538| LH1589 HOLDREGE 2 RM 5                                    03441     |
 LH1538| LH1374 HOLDREGE                             12.865 METERS 11853     |
 LH1538| LH1590 HOLDREGE AZ MK                      APPROX. 0.5 KM 2365032.9 |
 LH1538| LH1539 HOLDREGE 2 AZ MK                    APPROX. 0.5 KM 2373549.7 |
 LH1538| LH1593 HOLDREGE RM 4                                      32758     |
 LH1538|---------------------------------------------------------------------|
 LH1538
 LH1538                          SUPERSEDED SURVEY CONTROL
 LH1538
 LH1538  NAD 83(1986)-  40 26 16.03735(N)    099 23 24.14225(W) AD(       ) 3
 LH1538
 LH1538.Superseded values are not recommended for survey control.
 LH1538
 LH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1538.See file dsdata.pdf to determine how the superseded data were derived.
 LH1538
 LH1538_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1538_STAMPING: HOLDREGE 2 1982
 LH1538_MARK LOGO: NGS
 LH1538_PROJECTION: FLUSH
 LH1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1538+STABILITY: SURFACE MOTION
 LH1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1538+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2018
 LH1538
 LH1538  HISTORY     - Date     Condition        Report By
 LH1538  HISTORY     - 1982     MONUMENTED       NGS
 LH1538  HISTORY     - 20060513 GOOD             GEOCAC
 LH1538  HISTORY     - 20180102 GOOD             NEGS
 LH1538
 LH1538                          STATION DESCRIPTION
 LH1538
 LH1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LH1538'THE STATION IS LOCATED AT THE WEST EDGE OF HOLDREGE, JUST WEST OF THE
 LH1538'JUNCTION OF U.S. HIGHWAY 6 AND 34 WITH STATE HIGHWAY 23 AND IS ON
 LH1538'DEPARTMENT OF ROADS PROPERTY.  THE OFFICE IS JUST WEST FROM THE
 LH1538'STATION.
 LH1538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 6 AND 34,
 LH1538'IN HOLDREGE, GO WEST ON HIGHWAY 6 AND 34 FOR 0.72 KM (0.45 MI) TO
 LH1538'WHERE THE HIGHWAYS CURVE SOUTHWEST AT THE JUNCTION WITH STATE HIGHWAY
 LH1538'23. CONTINUE WEST ON HIGHWAY 23 FOR 0.08 KM (0.05 MI) TO THE STATION
 LH1538'ON THE LEFT.
 LH1538'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1538'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 3.5 FT
 LH1538'(1.1 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 21.1 M (69.2 FT)
 LH1538'NORTHWEST FROM THE CENTERLINE OF THE U.S. HIGHWAY, 42.82 M
 LH1538'(140.49 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRICK BUILDING,
 LH1538'11.0 M (36.1 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 23 AND 0.38 M
 LH1538'(1.25 FT) EAST FROM A WITNESS POST.
 LH1538
 LH1538                          STATION RECOVERY (2006)
 LH1538
 LH1538'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1538'THE STATION IS LOCATED IMMEDIATELY NORTHWEST OF US HIGHWAY 34 AND 6 AT
 LH1538'THE POINT WHERE THE WESTBOUND LANE OF STATE HIGHWAY 23 SPLITS OFF
 LH1538'WESTWARD, AND IMMEDIATELY NORTH A SERVICE ROAD THAT FORMERLY SERVED AS
 LH1538'THE WESTBOUND LANE OF STATE HIGHWAY 23.  THE STATION IS 36.1 FEET
 LH1538'NORTH OF THE CENTERLINE OF THE SERVICE ROAD.  TO REACH THE STATION
 LH1538'FROM THE JUNCTION OF US HIGHWAYS 183, 6 AND 34 IN HOLDREGE, GO WEST ON
 LH1538'US HIGHWAY 34 AND 6 FOR O.4 MILES TO BROADWAY AVE.  TURN RIGHT AND GO
 LH1538'NORTH ON BROADWAY AVE FOR ABOUT 50 YARDS TO THE SERVICE ROAD ON
 LH1538'THE LEFT.  TURN LEFT AND GO WEST ON THE SERVICE ROAD FOR ABOUT 250
 LH1538'YARDS TO A BRICK BUILDING ON THE RIGHT AND THE STATION ON THE LEFT.
 LH1538'THE STATION IS RECESSED 18 INCHES.
 LH1538
 LH1538                          STATION RECOVERY (2018)
 LH1538
 LH1538'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 LH1538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1539 ***********************************************************************
 LH1539  DESIGNATION -  HOLDREGE 2 AZ MK
 LH1539  PID         -  LH1539
 LH1539  STATE/COUNTY-  NE/PHELPS
 LH1539  COUNTRY     -  US
 LH1539  USGS QUAD   -  HOLDREGE WEST (2017)
 LH1539
 LH1539                         *CURRENT SURVEY CONTROL
 LH1539  ______________________________________________________________________
 LH1539* NAD 83(1995) POSITION- 40 26 07.26166(N) 099 23 42.22389(W)   ADJUSTED
 LH1539* NAVD 88 ORTHO HEIGHT -   711.    (meters)     2333.    (feet) SCALED
 LH1539  ______________________________________________________________________
 LH1539  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 LH1539  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LH1539  HORZ ORDER      -  THIRD
 LH1539
 LH1539.The horizontal coordinates were established by classical geodetic methods
 LH1539.and adjusted by the National Geodetic Survey in August 1997.
 LH1539
 LH1539.The orthometric height was scaled from a topographic map.
 LH1539
 LH1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1539.GEOID18 height accuracy estimate available here.
 LH1539
 LH1539.Click photographs - Photos may exist for this station.
 LH1539
 LH1539.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1539
 LH1539. The following values were computed from the NAD 83(1995) position.
 LH1539
 LH1539;                    North         East     Units Scale Factor Converg.
 LH1539;SPC NE       -    67,022.266   551,319.350   MT  0.99983149   +0 24 03.2
 LH1539;SPC NE       -   219,888.88  1,808,786.90   sFT  0.99983149   +0 24 03.2
 LH1539;UTM  14      - 4,476,153.608   466,492.701   MT  0.99961382   -0 15 22.4
 LH1539
 LH1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1539!SPC NE       -   0.99989231  x   0.99983149  =   0.99972382
 LH1539!UTM  14      -   0.99989231  x   0.99961382  =   0.99950618
 LH1539
 LH1539:                Primary Azimuth Mark                     Grid Az
 LH1539:SPC NE       -  HOLDREGE 2                               057 11 34.8
 LH1539:UTM  14      -  HOLDREGE 2                               057 51 00.4
 LH1539
 LH1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6649276153(NAD 83)
 LH1539
 LH1539|---------------------------------------------------------------------|
 LH1539| PID    Reference Object                     Distance      Geod. Az  |
 LH1539|                                                           dddmmss.s |
 LH1539| LH1538 HOLDREGE 2                          APPROX. 0.5 KM 0573538.0 |
 LH1539| LH1590 HOLDREGE AZ MK                        7.868 METERS 17910     |
 LH1539|---------------------------------------------------------------------|
 LH1539
 LH1539                          SUPERSEDED SURVEY CONTROL
 LH1539
 LH1539  NAD 83(1986)-  40 26 07.26731(N)    099 23 42.22504(W) AD(       ) 3
 LH1539
 LH1539.Superseded values are not recommended for survey control.
 LH1539
 LH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1539.See file dsdata.pdf to determine how the superseded data were derived.
 LH1539
 LH1539_MARKER: DZ = AZIMUTH MARK DISK
 LH1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1539_STAMPING: HOLDREGE 2 1982
 LH1539_MARK LOGO: NGS
 LH1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1539+STABILITY: SURFACE MOTION
 LH1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1539+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1539
 LH1539  HISTORY     - Date     Condition        Report By
 LH1539  HISTORY     - 1982     MONUMENTED       NGS
 LH1539  HISTORY     - 20060513 GOOD             GEOCAC
 LH1539
 LH1539                          STATION DESCRIPTION
 LH1539
 LH1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LH1539'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHWEST FROM HOLDREGE,
 LH1539'AT THE CROSSING OF A RAILROAD TRACK ON U.S. HIGHWAY 6, 34 AND ON THE
 LH1539'WEST RIGHT-OF-WAY OF THE HIGHWAY.
 LH1539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 6 AND 34,
 LH1539'IN HOLDREGE, GO WEST ON HIGHWAY 6, 34 FOR 0.72 KM (0.45 MI) TO STATE
 LH1539'HIGHWAY 23.  BEAR LEFT AND GO SOUTHWEST ON HIGHWAY 6, 34 FOR 0.51 KM
 LH1539'(0.32 MI) TO THE RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 LH1539'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1539'PROJECTS 8 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED 0.9
 LH1539'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 20.89 M
 LH1539'(68.54 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS, 19.8 WEST FROM
 LH1539'THE CENTERLINE OF THE HIGHWAY AND 0.40 M (1.31 FT) SOUTH FROM A
 LH1539'WITNESS POST.
 LH1539
 LH1539                          STATION RECOVERY (2006)
 LH1539
 LH1539'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1590 ***********************************************************************
 LH1590  DESIGNATION -  HOLDREGE AZ MK
 LH1590  PID         -  LH1590
 LH1590  STATE/COUNTY-  NE/PHELPS
 LH1590  COUNTRY     -  US
 LH1590  USGS QUAD   -  HOLDREGE WEST (2017)
 LH1590
 LH1590                         *CURRENT SURVEY CONTROL
 LH1590  ______________________________________________________________________
 LH1590* NAD 83(1995) POSITION- 40 26 07.00661(N) 099 23 42.21901(W)   ADJUSTED
 LH1590* NAVD 88 ORTHO HEIGHT -   711.    (meters)     2333.    (feet) SCALED
 LH1590  ______________________________________________________________________
 LH1590  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 LH1590  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LH1590  HORZ ORDER      -  THIRD
 LH1590
 LH1590.The horizontal coordinates were established by classical geodetic methods
 LH1590.and adjusted by the National Geodetic Survey in August 1997.
 LH1590
 LH1590.The orthometric height was scaled from a topographic map.
 LH1590
 LH1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1590.GEOID18 height accuracy estimate available here.
 LH1590
 LH1590.Click photographs - Photos may exist for this station.
 LH1590
 LH1590.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1590
 LH1590. The following values were computed from the NAD 83(1995) position.
 LH1590
 LH1590;                    North         East     Units Scale Factor Converg.
 LH1590;SPC NE       -    67,014.402   551,319.520   MT  0.99983152   +0 24 03.2
 LH1590;SPC NE       -   219,863.08  1,808,787.46   sFT  0.99983152   +0 24 03.2
 LH1590;UTM  14      - 4,476,145.744   466,492.781   MT  0.99961382   -0 15 22.4
 LH1590
 LH1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1590!SPC NE       -   0.99989230  x   0.99983152  =   0.99972384
 LH1590!UTM  14      -   0.99989230  x   0.99961382  =   0.99950616
 LH1590
 LH1590:                Primary Azimuth Mark                     Grid Az
 LH1590:SPC NE       -  HOLDREGE 2                               056 26 17.9
 LH1590:UTM  14      -  HOLDREGE 2                               057 05 43.5
 LH1590
 LH1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6649276145(NAD 83)
 LH1590
 LH1590|---------------------------------------------------------------------|
 LH1590| PID    Reference Object                     Distance      Geod. Az  |
 LH1590|                                                           dddmmss.s |
 LH1590| LH1538 HOLDREGE 2                          APPROX. 0.5 KM 0565021.1 |
 LH1590| LH1539 HOLDREGE 2 AZ MK                      7.868 METERS 35910     |
 LH1590|---------------------------------------------------------------------|
 LH1590
 LH1590                          SUPERSEDED SURVEY CONTROL
 LH1590
 LH1590  NAD 83(1986)-  40 26 07.01227(N)    099 23 42.22017(W) AD(       ) 3
 LH1590
 LH1590.Superseded values are not recommended for survey control.
 LH1590
 LH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1590.See file dsdata.pdf to determine how the superseded data were derived.
 LH1590
 LH1590_MARKER: DZ = AZIMUTH MARK DISK
 LH1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1590_STAMPING: HOLDREGE 1951
 LH1590_MARK LOGO: CGS
 LH1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1590+STABILITY: SURFACE MOTION
 LH1590
 LH1590  HISTORY     - Date     Condition        Report By
 LH1590  HISTORY     - 1951     MONUMENTED       CGS
 LH1590  HISTORY     - 19820317 SEE DESCRIPTION  NGS
 LH1590
 LH1590                          STATION DESCRIPTION
 LH1590
 LH1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1590'THE MARK WAS RECOVERED IN GOOD CONDITION BUT IT WILL BE COVERED WITH
 LH1590'FILL AND PAVEMENT DURING ROAD CONSTRUCTION ALONG U.S. HIGHWAY 6 AND
 LH1590'34 AND WILL NO LONGER BE ACCESIBLE.  IT HAS BEEN REPLACED WITH
 LH1590'HOLDREGE 2 AZ MK.  FOR FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1369 ***********************************************************************
 LH1369  DESIGNATION -  HOLDREGE MUNICIPAL STANDPIPE
 LH1369  PID         -  LH1369
 LH1369  STATE/COUNTY-  NE/PHELPS
 LH1369  COUNTRY     -  US
 LH1369  USGS QUAD   -  HOLDREGE EAST (2017)
 LH1369
 LH1369                         *CURRENT SURVEY CONTROL
 LH1369  ______________________________________________________________________
 LH1369* NAD 83(1995) POSITION- 40 26 03.87788(N) 099 22 07.41299(W)   ADJUSTED
 LH1369  ______________________________________________________________________
 LH1369  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 LH1369  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 LH1369  HORZ ORDER      -  THIRD
 LH1369
 LH1369.The horizontal coordinates were established by classical geodetic methods
 LH1369.and adjusted by the National Geodetic Survey in August 1997.
 LH1369
 LH1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1369.GEOID18 height accuracy estimate available here.
 LH1369
 LH1369.Click photographs - Photos may exist for this station.
 LH1369
 LH1369.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1369
 LH1369. The following values were computed from the NAD 83(1995) position.
 LH1369
 LH1369;                    North         East     Units Scale Factor Converg.
 LH1369;SPC NE       -    66,933.886   553,554.295   MT  0.99983180   +0 25 06.0
 LH1369;SPC NE       -   219,598.92  1,816,119.38   sFT  0.99983180   +0 25 06.0
 LH1369;UTM  14      - 4,476,039.620   468,725.996   MT  0.99961204   -0 14 20.9
 LH1369
 LH1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6872576039(NAD 83)
 LH1369
 LH1369                          SUPERSEDED SURVEY CONTROL
 LH1369
 LH1369  NAD 83(1986)-  40 26 03.88318(N)    099 22 07.41332(W) AD(       ) 3
 LH1369  NAD 27      -  40 26 03.84700(N)    099 22 06.05400(W) AD(       ) 3
 LH1369
 LH1369.Superseded values are not recommended for survey control.
 LH1369
 LH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1369.See file dsdata.pdf to determine how the superseded data were derived.
 LH1369
 LH1369_MARKER: 52 = STANDPIPE TANK
 LH1369
 LH1369  HISTORY     - Date     Condition        Report By
 LH1369  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1369  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1369
 LH1369                          STATION DESCRIPTION
 LH1369
 LH1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1369'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF HOLDREGE.
 LH1369'IT IS 90.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1369'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP ROOF.  IT
 LH1369'IS 12.0 FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF 115.0 FEET.
 LH1369'
 LH1369'THE TOP AND CENTER OF THE STANDPIPE WAS OBSERVED.
 LH1369
 LH1369                          STATION RECOVERY (2006)
 LH1369
 LH1369'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1369'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1375 ***********************************************************************
 LH1375  DESIGNATION -  HOLDREGE SAFE PATROL RAD MAST
 LH1375  PID         -  LH1375
 LH1375  STATE/COUNTY-  NE/PHELPS
 LH1375  COUNTRY     -  US
 LH1375  USGS QUAD   -  HOLDREGE WEST (2017)
 LH1375
 LH1375                         *CURRENT SURVEY CONTROL
 LH1375  ______________________________________________________________________
 LH1375* NAD 83(1995) POSITION- 40 27 03.77766(N) 099 23 53.80007(W)   ADJUSTED
 LH1375  ______________________________________________________________________
 LH1375  GEOID HEIGHT    -        -24.820 (meters)                     GEOID18
 LH1375  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LH1375  HORZ ORDER      -  THIRD
 LH1375
 LH1375.The horizontal coordinates were established by classical geodetic methods
 LH1375.and adjusted by the National Geodetic Survey in August 1997.
 LH1375
 LH1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1375.GEOID18 height accuracy estimate available here.
 LH1375
 LH1375.Click photographs - Photos may exist for this station.
 LH1375
 LH1375.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1375
 LH1375. The following values were computed from the NAD 83(1995) position.
 LH1375
 LH1375;                    North         East     Units Scale Factor Converg.
 LH1375;SPC NE       -    68,763.277   551,034.431   MT  0.99982647   +0 23 55.5
 LH1375;SPC NE       -   225,600.85  1,807,852.13   sFT  0.99982647   +0 23 55.5
 LH1375;UTM  14      - 4,477,897.397   466,227.826   MT  0.99961404   -0 15 30.3
 LH1375
 LH1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6622777897(NAD 83)
 LH1375
 LH1375                          SUPERSEDED SURVEY CONTROL
 LH1375
 LH1375  NAD 83(1986)-  40 27 03.78317(N)    099 23 53.80098(W) AD(       ) 3
 LH1375  NAD 27      -  40 27 03.75100(N)    099 23 52.43900(W) AD(       ) 3
 LH1375
 LH1375.Superseded values are not recommended for survey control.
 LH1375
 LH1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1375.See file dsdata.pdf to determine how the superseded data were derived.
 LH1375
 LH1375_MARKER: 42 = RADIO/TV MAST
 LH1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1375+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1375
 LH1375  HISTORY     - Date     Condition        Report By
 LH1375  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1375  HISTORY     - 20060513 GOOD             GEOCAC
 LH1375
 LH1375                          STATION DESCRIPTION
 LH1375
 LH1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1375'THE STATION IS LOCATED ABOUT 1.5 MILES WEST AND 1 MILE NORTH
 LH1375'OF HOLDREGE, ABOUT 100 YARDS SOUTH OF AN EAST-WEST GRAVELED
 LH1375'ROAD AND 120 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD.  IT IS
 LH1375'A THREE LEGGED STEEL STRUCTURE 300 FEET HIGH WITH A RED BLINKER
 LH1375'LIGHT AT THE TOP.  THE POINT OBSERVED UPON WAS THE TOP AND
 LH1375'CENTER OF THE MAST.
 LH1375'
 LH1375'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO
 LH1375'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 6 AND 34, TURN RIGHT AND
 LH1375'GO WEST FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAYS 6 AND 34
 LH1375'AND U.S. HIGHWAYS 383 AND 183.  TURN RIGHT NORTH, AND GO 1.0
 LH1375'MILE TO A T ROAD LEFT.  TURN LEFT, WEST AND GO 1.0 MILE TO THE
 LH1375'MAST ON THE LEFT AS DESCRIBED.
 LH1375
 LH1375                          STATION RECOVERY (2006)
 LH1375
 LH1375'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1146 ***********************************************************************
 LG1146  DESIGNATION -  HOLLAND REFORM CHURCH SPIRE
 LG1146  PID         -  LG1146
 LG1146  STATE/COUNTY-  NE/LANCASTER
 LG1146  COUNTRY     -  US
 LG1146  USGS QUAD   -  FIRTH (2017)
 LG1146
 LG1146                         *CURRENT SURVEY CONTROL
 LG1146  ______________________________________________________________________
 LG1146* NAD 83(1995) POSITION- 40 35 45.40195(N) 096 35 32.05592(W)   ADJUSTED
 LG1146  ______________________________________________________________________
 LG1146  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 LG1146  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 LG1146  HORZ ORDER      -  THIRD
 LG1146
 LG1146.The horizontal coordinates were established by classical geodetic methods
 LG1146.and adjusted by the National Geodetic Survey in August 1997.
 LG1146
 LG1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1146.GEOID18 height accuracy estimate available here.
 LG1146
 LG1146.Click photographs - Photos may exist for this station.
 LG1146
 LG1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1146
 LG1146. The following values were computed from the NAD 83(1995) position.
 LG1146
 LG1146;                    North         East     Units Scale Factor Converg.
 LG1146;SPC NE       -    90,355.223   788,319.354   MT  0.99978361   +2 15 29.9
 LG1146;SPC NE       -   296,440.43  2,586,344.41   sFT  0.99978361   +2 15 29.9
 LG1146;UTM  14      - 4,496,691.235   703,737.339   MT  1.00011096   +1 34 02.3
 LG1146
 LG1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0373796691(NAD 83)
 LG1146
 LG1146                          SUPERSEDED SURVEY CONTROL
 LG1146
 LG1146  NAD 83(1986)-  40 35 45.40960(N)    096 35 32.05471(W) AD(       ) 3
 LG1146  NAD 27      -  40 35 45.40900(N)    096 35 30.99100(W) AD(       ) 3
 LG1146
 LG1146.Superseded values are not recommended for survey control.
 LG1146
 LG1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1146.See file dsdata.pdf to determine how the superseded data were derived.
 LG1146
 LG1146_MARKER: 90 = CHURCH SPIRE
 LG1146
 LG1146  HISTORY     - Date     Condition        Report By
 LG1146  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1146  HISTORY     - 20010818 GOOD             USPSQD
 LG1146  HISTORY     - 20030815 GOOD             USPSQD
 LG1146
 LG1146                          STATION DESCRIPTION
 LG1146
 LG1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1146'THE CHURCH IS LOCATED IN THE CENTER OF TOWN.  IT IS A WHITE
 LG1146'FRAME BUILDING WITH THE SPIRE AT THE NORTHEAST CORNER OF THE
 LG1146'BUILDING.  IT IS ABOUT 40 FEET HIGH AND THE SPIRE HAS A BALL
 LG1146'ON THE TOP.  IT IS 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1146'ROAD AND 96 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 LG1146'THE POINT OBSERVED UPON WAS THE BALL AT THE TOP OF THE SPIRE.
 LG1146
 LG1146                          STATION RECOVERY (2001)
 LG1146
 LG1146'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1146'CHURCH IS LOCATED IN HOLLAND, NEBR. 75 FEET SOUTH OF PANAMA ROAD AND
 LG1146'96 FEET WEST OF S. 96TH STREET.
 LG1146
 LG1146                          STATION RECOVERY (2003)
 LG1146
 LG1146'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0701 ***********************************************************************
 NP0701  DESIGNATION -  HOLLIBAUGH
 NP0701  PID         -  NP0701
 NP0701  STATE/COUNTY-  NE/DAWES
 NP0701  COUNTRY     -  US
 NP0701  USGS QUAD   -  COFFEE MILL BUTTE SW (2017)
 NP0701
 NP0701                         *CURRENT SURVEY CONTROL
 NP0701  ______________________________________________________________________
 NP0701* NAD 83(1995) POSITION- 42 32 10.45117(N) 103 13 51.92794(W)   ADJUSTED
 NP0701* NAVD 88 ORTHO HEIGHT -  1373.    (meters)     4505.    (feet) SCALED
 NP0701  ______________________________________________________________________
 NP0701  GEOID HEIGHT    -        -18.013 (meters)                     GEOID18
 NP0701  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 NP0701  HORZ ORDER      -  FIRST
 NP0701
 NP0701.The horizontal coordinates were established by classical geodetic methods
 NP0701.and adjusted by the National Geodetic Survey in August 1997.
 NP0701
 NP0701.The orthometric height was scaled from a topographic map.
 NP0701
 NP0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0701.GEOID18 height accuracy estimate available here.
 NP0701
 NP0701.Click photographs - Photos may exist for this station.
 NP0701
 NP0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0701
 NP0701. The following values were computed from the NAD 83(1995) position.
 NP0701
 NP0701;                    North         East     Units Scale Factor Converg.
 NP0701;SPC NE       -   305,065.953   234,670.326   MT  0.99982053   -2 08 28.4
 NP0701;SPC NE       - 1,000,870.55    769,914.23   sFT  0.99982053   -2 08 28.4
 NP0701;UTM  13      - 4,710,832.952   645,262.475   MT  0.99985962   +1 11 45.9
 NP0701
 NP0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0701!SPC NE       -   0.99978759  x   0.99982053  =   0.99960816
 NP0701!UTM  13      -   0.99978759  x   0.99985962  =   0.99964724
 NP0701
 NP0701:                Primary Azimuth Mark                     Grid Az
 NP0701:SPC NE       -  HOLLIBAUGH AZ MK                         194 37 50.5
 NP0701:UTM  13      -  HOLLIBAUGH AZ MK                         191 17 36.2
 NP0701
 NP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4526210832(NAD 83)
 NP0701
 NP0701|---------------------------------------------------------------------|
 NP0701| PID    Reference Object                     Distance      Geod. Az  |
 NP0701|                                                           dddmmss.s |
 NP0701| NP0775 HOLLIBAUGH RM 2                     117.290 METERS 00305     |
 NP0701| NP0774 HOLLIBAUGH RM 1                     163.800 METERS 10238     |
 NP0701| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.26.9 KM 1515623.6 |
 NP0701| NP0709 HEMINGFORD HIGH SCHOOL CHIMNEY      APPROX.26.9 KM 1520539.2 |
 NP0701| NP0766 HOLLIBAUGH 2 AZ MK                  APPROX. 0.6 KM 1850101.3 |
 NP0701| NP0773 HOLLIBAUGH AZ MK                                   1922922.1 |
 NP0701| NP0765 HOLLIBAUGH 2                         19.318 METERS 35811     |
 NP0701|---------------------------------------------------------------------|
 NP0701
 NP0701                          SUPERSEDED SURVEY CONTROL
 NP0701
 NP0701  NAD 83(1993)-  42 32 10.45139(N)    103 13 51.92815(W) AD(       ) 1
 NP0701  NAD 83(1986)-  42 32 10.44895(N)    103 13 51.91814(W) AD(       ) 1
 NP0701  NAD 27      -  42 32 10.57400(N)    103 13 50.19400(W) AD(       ) 1
 NP0701
 NP0701.Superseded values are not recommended for survey control.
 NP0701
 NP0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0701.See file dsdata.pdf to determine how the superseded data were derived.
 NP0701
 NP0701_MARKER: DS = TRIANGULATION STATION DISK
 NP0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0701_STAMPING: HOLLIBAUGH 1934
 NP0701_MARK LOGO: CGS
 NP0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0701+STABILITY: SURFACE MOTION
 NP0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0701+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1984
 NP0701
 NP0701  HISTORY     - Date     Condition        Report By
 NP0701  HISTORY     - 1934     MONUMENTED       CGS
 NP0701  HISTORY     - 1934     GOOD             CGS
 NP0701  HISTORY     - 1958     GOOD             CGS
 NP0701  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NP0701  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NP0701  HISTORY     - 19840622 SEE DESCRIPTION  NGS
 NP0701
 NP0701                          STATION DESCRIPTION
 NP0701
 NP0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0701'THE STATION IS LOCATED ABOUT 7 MILES NE OF MARSLAND AND IS ON
 NP0701'A HIGH HILL IN CULTIVATED LAND, WHICH IS OWNED BY C.T. HOLLIBAUGH,
 NP0701'WHOSE HOUSE AND BUILDINGS ARE ABOUT 1/2 MILE SE OF THE STATION.
 NP0701'
 NP0701'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0701'BRONZE DISKS SET IN CONCRETE.
 NP0701'
 NP0701'THE STATION MARK PROJECTS 18 INCHES AND IS ON THE HIGHEST POINT
 NP0701'OF THE HILL WHICH IS NOW SOWN WITH THISTLES.
 NP0701'
 NP0701'REFERENCE MARK NO. 1 IS ESE OF STATION AND IS IN A N-S FENCE
 NP0701'AT A POINT WHICH IS 85 FEET S OF A FENCE CORNER.  IT PROJECTS
 NP0701'4 INCHES.
 NP0701'
 NP0701'REFERENCE MARK NO. 2 IS NNE OF STATION AND IS ON THE N SLOPE
 NP0701'OF THE STATION HILL.  IT PROJECTS 6 INCHES.
 NP0701'
 NP0701'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS SSW OF THE STATION.
 NP0701'IT IS IN A N-S FENCE AND IS 70 YARDS W OF A ROAD WHICH RUNS
 NP0701'N-S.
 NP0701'
 NP0701'TO REACH STATION FROM MARSLAND, A SMALL TOWN 1/4 MILE E OF
 NP0701'STATE ROUTE 2 AND ON THE C.B. AND Q.R.R., GO E FROM THE WINDMILL
 NP0701'IN THE MAIN STREET, CROSS THE RAILROAD TRACKS, PASS THE GRAIN
 NP0701'ELEVATORS AND FOLLOW ROAD IN A GENERAL EASTERLY DIRECTION
 NP0701'1.4 MILES TO A BRIDGE OVER A SMALL STREAM.  CROSS BRIDGE
 NP0701'AND FOLLOW MAIN GRADED ROAD E AND THEN N 1.9 MILES TO A WHITE
 NP0701'SCHOOL HOUSE ON THE LEFT SIDE OF THE ROAD.  CONTINUE N ON
 NP0701'GRADED ROAD 0.9 MILE TO A ROAD ON THE RIGHT.  (THERE IS A
 NP0701'FARMHOUSE AND LARGE RED BARN 150 YARDS N OF THIS
 NP0701'T-INTERSECTION).  HERE TURN RIGHT, E AND FOLLOW MAIN ROAD E
 NP0701'AND THEN N A TOTAL OF 2.4 MILES TO A HOUSE AND WINDMILL ON
 NP0701'THE E SIDE OF THE ROAD.  (THIS POINT IS 100 YARDS S OF THE
 NP0701'POINT WHERE THE ROAD CROSSES A COULEE.) CONTINUE N ON THE MAIN
 NP0701'ROAD 0.9 MILE TO A CATTLE GUARD.  CROSS GUARD AND CONTINUE N
 NP0701'AND E ON MAIN ROAD 0.9 MILE TO A CATTLE GUARD AT THE TOP OF
 NP0701'THE GRADE.  CROSS GUARD AND CONTINUE E AND THEN N 0.3
 NP0701'MILE.  (AZIMUTH MARK IS 70 YARDS W OF THIS POINT IN THE
 NP0701'FENCE).  CONTINUE N 0.2 MILE TO A POINT WHERE THE ROAD TURNS
 NP0701'E.  (THIS POINT IS AT THE SW CORNER OF HOLLIBAUGHS YARD.  ALSO
 NP0701'THERE IS A GATE AT THE FENCE CORNER IN THE FENCE ON THE N SIDE OF
 NP0701'THE ROAD.) PASS THROUGH GATE AND GO N ACROSS FIELD 0.2 MILE
 NP0701'TO TOP OF HILL AND STATION.
 NP0701'
 NP0701'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 NP0701
 NP0701                          STATION RECOVERY (1934)
 NP0701
 NP0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NP0701'RECOVERED IN GOOD CONDITION.
 NP0701
 NP0701                          STATION RECOVERY (1958)
 NP0701
 NP0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 NP0701'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 NP0701'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A SLIGHT DESCREPANCY
 NP0701'WAS FOUND IN THE DISTANCES TO THE R.M.S.
 NP0701'
 NP0701'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 NP0701'2 AND U.S. HIGHWAY 26 IN CRAWFORD, GO SOUTH ALONG HIGHWAY 2 FOR
 NP0701'9.0 MILES TO A DIRT CROSSROAD.  TURN LEFT (EAST) FOR 1.2 MILES
 NP0701'TO A T ROAD RIGHT.  TURN RIGHT (EAST) FOR 0.3 MILES TO A BRIDGE
 NP0701'OVER THE C.B. AND Q RR TRACKS AT BELMONT.  CONTINUE EASTERLY
 NP0701'OVER A WINDING COUNTRY ROAD FOR 5.2 MILES TO A T ROAD.  TURN
 NP0701'RIGHT (SOUTH) FOR 4.2 MILES TO A ROAD LEFT.  TURN LEFT (EAST)
 NP0701'FOR 1.0 MILES TO A SHARP TURN LEFT (NORTH).  GO NORTHERLY FOR
 NP0701'3.7 MILES TO THE POINT WHERE ROAD TURNS EAST NEAR A SMALL
 NP0701'WHITE HOUSE.  THE AZIMUTH MARK IS SET IN THE FENCE LINE ABOUT
 NP0701'70 YARDS WEST OF THIS POINT.  CONTINUE NORTHERLY FOR 0.05
 NP0701'MILE TO A FORK.  TAKE LEFT FORK TO YARD OF HOUSE FOR 0.1 MILE
 NP0701'TO A FARM ROAD LEFT (NORTH) ALONG A FENCE.  FOLLOW THE FARM
 NP0701'ROAD FOR 0.2 MILE TO AN EAST - WEST FENCE LINE.  TURN LEFT
 NP0701'(WEST) ALONG FENCE FOR 0.1 MILE TO THE TOP OF THE HILL
 NP0701'AND THE STATION.
 NP0701
 NP0701                          STATION RECOVERY (1958)
 NP0701
 NP0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0701'AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NP0701'STATION MARK PROJECTS ABOUT 16 INCHES AND HAS BEEN BROKEN
 NP0701'OFF AT THE SURFACE OF THE GROUND.  MARK HAS BEEN SET BACK IN
 NP0701'THE APPROXIMATE CORRECT POSITION, (CENTERED OVER UNDERGROUND
 NP0701'PORTION OF CONCRETE).  DESCRIPTION BY WRP IN 1934 AND JCL IN
 NP0701'1958 RECOVERY NOTE ADEQUATE AND CORRECT EXCEPT FOR INFORMATION
 NP0701'NOTED ABOVE.
 NP0701
 NP0701                          STATION RECOVERY (1974)
 NP0701
 NP0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 NP0701'STA. MK. HAS BEEN DESTROYED.  CAP IS GONE.  FOUND ABOUT 16 INCHES
 NP0701'OF CONCRETE IN FENCE LINE.  R.M. 1 IS O.K.  R.M. 2 AND AZIMUTH
 NP0701'MARK NOT VISITED.
 NP0701
 NP0701                          STATION RECOVERY (1984)
 NP0701
 NP0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NP0701'THE SURFACE STATION MARK WAS FOUND DESTROYED.  THE UNDERGROUND STATION
 NP0701'MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE
 NP0701'AZIMUTH MARK WAS RECOVERED BUT HAD BEEN OUT OF THE GROUND AND THEN
 NP0701'PLACED BACK IN THE SAME HOLE.  THE PROPERTY OWNER REQUESTED THE MARK
 NP0701'BE REMOVED FROM THE CULTIVATED FIELD IT WAS IN AND ALSO THAT THE
 NP0701'AZIMUTH MARK BE REMOVED FROM A FEED LOT.  SINCE THE COUNTY SURVEYOR
 NP0701'HAD BEEN THE PERSON THAT SAID HE HAD PUT THE AZIMUTH BACK, THE
 NP0701'INFORMATION WAS DEEMED RELIABLE AND THIS MARK WAS NOT UTILIZED THIS
 NP0701'DATE.  STATION HOLLIBAUGH 2 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 NP0701'THE NEW STATION IS ABOUT 19.34 M (63.45 FT) NORTH OF THE ORIGINAL
 NP0701'STATION AND IN PASTURELAND.  THE DISTANCE TO RM 1 AGREED WITH 1958
 NP0701'DATA BUT THE DISTANCE TO RM 2 WAS 0.034 M (0.112 FT) LONGER.  THE
 NP0701'ANGLE BEWTEEN THE MARKS WAS 1 MINUTE, 42 SECONDS SMALLER THAN 1958
 NP0701'DATA.
 NP0701'THE UNDERGROUND MARK WAS LEFT IN PLACE BUT THE PROPERTY OWNER, DE
 NP0701'WAYNE HOLLIBAUGH, P.O. BOX 188, MARSLAND, NE 69354, ASKED THAT THE
 NP0701'MARK NOT BE USED IN THE FUTURE BECAUSE OF CROP DAMAGE.  HIS TELEPHONE
 NP0701'NUMBER IS 308-665 2424.
 NP0701'FOR FURTHER DETAILS SEE THE DESCRIPTION TO STATION HOLLIBAUGH 2 AND
 NP0701'THE ACCESORY MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0765 ***********************************************************************
 NP0765  DESIGNATION -  HOLLIBAUGH 2
 NP0765  PID         -  NP0765
 NP0765  STATE/COUNTY-  NE/DAWES
 NP0765  COUNTRY     -  US
 NP0765  USGS QUAD   -  COFFEE MILL BUTTE SW (2017)
 NP0765
 NP0765                         *CURRENT SURVEY CONTROL
 NP0765  ______________________________________________________________________
 NP0765* NAD 83(1995) POSITION- 42 32 11.07692(N) 103 13 51.95472(W)   ADJUSTED
 NP0765* NAVD 88 ORTHO HEIGHT -  1372.    (meters)     4501.    (feet) SCALED
 NP0765  ______________________________________________________________________
 NP0765  GEOID HEIGHT    -        -18.012 (meters)                     GEOID18
 NP0765  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 NP0765  HORZ ORDER      -  THIRD
 NP0765
 NP0765.The horizontal coordinates were established by classical geodetic methods
 NP0765.and adjusted by the National Geodetic Survey in August 1997.
 NP0765
 NP0765.The orthometric height was scaled from a topographic map.
 NP0765
 NP0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0765.GEOID18 height accuracy estimate available here.
 NP0765
 NP0765.Click photographs - Photos may exist for this station.
 NP0765
 NP0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0765
 NP0765. The following values were computed from the NAD 83(1995) position.
 NP0765
 NP0765;                    North         East     Units Scale Factor Converg.
 NP0765;SPC NE       -   305,085.268   234,670.437   MT  0.99982058   -2 08 28.5
 NP0765;SPC NE       - 1,000,933.92    769,914.59   sFT  0.99982058   -2 08 28.5
 NP0765;UTM  13      - 4,710,852.241   645,261.461   MT  0.99985962   +1 11 45.9
 NP0765
 NP0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0765!SPC NE       -   0.99978763  x   0.99982058  =   0.99960825
 NP0765!UTM  13      -   0.99978763  x   0.99985962  =   0.99964728
 NP0765
 NP0765:                Primary Azimuth Mark                     Grid Az
 NP0765:SPC NE       -  HOLLIBAUGH 2 AZ MK                       186 56 34.4
 NP0765:UTM  13      -  HOLLIBAUGH 2 AZ MK                       183 36 20.0
 NP0765
 NP0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4526110852(NAD 83)
 NP0765
 NP0765|---------------------------------------------------------------------|
 NP0765| PID    Reference Object                     Distance      Geod. Az  |
 NP0765|                                                           dddmmss.s |
 NP0765| NP0775 HOLLIBAUGH RM 2                                    00402     |
 NP0765| NP0774 HOLLIBAUGH RM 1                                    10859     |
 NP0765| NP0701 HOLLIBAUGH                           19.318 METERS 17811     |
 NP0765| NP0766 HOLLIBAUGH 2 AZ MK                  APPROX. 0.6 KM 1844805.9 |
 NP0765|---------------------------------------------------------------------|
 NP0765
 NP0765                          SUPERSEDED SURVEY CONTROL
 NP0765
 NP0765  NAD 83(1993)-  42 32 11.07792(N)    103 13 51.95495(W) AD(       ) 3
 NP0765  NAD 83(1986)-  42 32 11.07548(N)    103 13 51.94493(W) AD(       ) 3
 NP0765
 NP0765.Superseded values are not recommended for survey control.
 NP0765
 NP0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0765.See file dsdata.pdf to determine how the superseded data were derived.
 NP0765
 NP0765_MARKER: DH = HORIZONTAL CONTROL DISK
 NP0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0765_STAMPING: HOLLIBAUGH 2 1984
 NP0765_MARK LOGO: NGS
 NP0765_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0765+STABILITY: SURFACE MOTION
 NP0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0765+SATELLITE: SATELLITE OBSERVATIONS - 1984
 NP0765
 NP0765  HISTORY     - Date     Condition        Report By
 NP0765  HISTORY     - 1984     MONUMENTED       NGS
 NP0765
 NP0765                          STATION DESCRIPTION
 NP0765
 NP0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NP0765'THE STATION IS ABOUT 38.2 KM (23.7 MI) SOUTH-SOUTHWEST FROM CHADRON,
 NP0765'26.96 KM (16.75 MI) NORTHWEST FROM HEMMINGFORD, 21.73 KM (13.50 MI)
 NP0765'SOUTHEAST FROM CRAWFORD, 11.27 KM (7.00 MI) NORTHEAST FROM MARSLAND,
 NP0765'ON A KNOLL IN A PASTURE AND ON PROPERTY OWNED BY DE WAYNE HOLLIBAUGH,
 NP0765'P.O. BOX 188, MARSLAND, NE  69354. TELEPHONE 308 665 2429.
 NP0765'TO REACH FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NP0765'2 AND 71 IN CRAWFORD, GO SOUTH ON HIGHWAY 2 AND 71 FOR 13.68 KM
 NP0765'(8.50 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR
 NP0765'2.09 KM (1.30 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.29
 NP0765'KM (0.80 MI) TO A ROAD LEFT. TURN LEFT AND GO EAST FOR 9.33 KM
 NP0765'(5.80 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 7.40 KM
 NP0765'(4.60 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.77 KM
 NP0765'(1.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 6.04 KM (3.75 MI)
 NP0765'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH AND EAST FOR 0.16 KM
 NP0765'(0.10 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.08
 NP0765'KM (0.05 MI) TO TWO GATES.  PASS THROUGH AND CONTINUE NORTH EAST AND
 NP0765'NORTH FOR 0.4 KM (0.2 MI) TO RM 1 AT A GATE.  PASS THROUGH, TURN
 NP0765'LEFT, AND GO EAST FOR 0.16 KM (0.10 MI) TO THE STATION.
 NP0765'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 NP0765'PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 NP0765'RECESSED 1.4 M (4.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE
 NP0765'19.20 M (62.99 FT) EAST FROM A FENCE, 2.53 M (8.30 FT) EAST-NORTHEAST
 NP0765'FROM A WITNESS POST AND 0.91 M (2.99 FT) NORTH FROM A FENCE.
 NP0765'A POLARIS OBSERVATION WAS MADE TO THE AZIMUTH MARK.  DISTANCES TO THE
 NP0765'AZIMUTH AND THE REFERENCE MARKS WERE MEASURED ELECTRONICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0766 ***********************************************************************
 NP0766  DESIGNATION -  HOLLIBAUGH 2 AZ MK
 NP0766  PID         -  NP0766
 NP0766  STATE/COUNTY-  NE/DAWES
 NP0766  COUNTRY     -  US
 NP0766  USGS QUAD   -  COFFEE MILL BUTTE SW (2017)
 NP0766
 NP0766                         *CURRENT SURVEY CONTROL
 NP0766  ______________________________________________________________________
 NP0766* NAD 83(1995) POSITION- 42 31 51.33916(N) 103 13 54.19644(W)   ADJUSTED
 NP0766* NAVD 88 ORTHO HEIGHT -  1366.    (meters)     4482.    (feet) SCALED
 NP0766  ______________________________________________________________________
 NP0766  GEOID HEIGHT    -        -18.021 (meters)                     GEOID18
 NP0766  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 NP0766  HORZ ORDER      -  THIRD
 NP0766
 NP0766.The horizontal coordinates were established by classical geodetic methods
 NP0766.and adjusted by the National Geodetic Survey in August 1997.
 NP0766
 NP0766.The orthometric height was scaled from a topographic map.
 NP0766
 NP0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0766.GEOID18 height accuracy estimate available here.
 NP0766
 NP0766.Click photographs - Photos may exist for this station.
 NP0766
 NP0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0766
 NP0766. The following values were computed from the NAD 83(1995) position.
 NP0766
 NP0766;                    North         East     Units Scale Factor Converg.
 NP0766;SPC NE       -   304,478.674   234,596.570   MT  0.99981886   -2 08 29.9
 NP0766;SPC NE       -   998,943.78    769,672.25   sFT  0.99981886   -2 08 29.9
 NP0766;UTM  13      - 4,710,242.352   645,223.030   MT  0.99985948   +1 11 44.0
 NP0766
 NP0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0766!SPC NE       -   0.99978858  x   0.99981886  =   0.99960748
 NP0766!UTM  13      -   0.99978858  x   0.99985948  =   0.99964809
 NP0766
 NP0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4522310242(NAD 83)
 NP0766
 NP0766                          SUPERSEDED SURVEY CONTROL
 NP0766
 NP0766  NAD 83(1993)-  42 31 51.33966(N)    103 13 54.19675(W) AD(       ) 3
 NP0766  NAD 83(1986)-  42 31 51.33725(N)    103 13 54.18712(W) AD(       ) 3
 NP0766
 NP0766.Superseded values are not recommended for survey control.
 NP0766
 NP0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0766.See file dsdata.pdf to determine how the superseded data were derived.
 NP0766
 NP0766_MARKER: DZ = AZIMUTH MARK DISK
 NP0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0766_STAMPING: HOLLIBAUGH 2 1984
 NP0766_MARK LOGO: NGS
 NP0766_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0766+STABILITY: SURFACE MOTION
 NP0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0766+SATELLITE: SATELLITE OBSERVATIONS - 1984
 NP0766
 NP0766  HISTORY     - Date     Condition        Report By
 NP0766  HISTORY     - 1984     MONUMENTED       NGS
 NP0766
 NP0766                          STATION DESCRIPTION
 NP0766
 NP0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NP0766'THE STATION IS ABOUT 38.6 KM (24.0 MI) SOUTH-SOUTHWEST FROM CHADRON,
 NP0766'26.96 KM (16.75 MI) NORTHWEST FROM HEMMINGFORD, 21.73 KM (13.50 MI)
 NP0766'SOUTHEAST FROM CRAWFORD, 10.9 KM (6.8 MI) NORTHEAST FROM MARSLAND AND
 NP0766'ON THE WEST RIGHT-OF-WAY OF A COUNTY ROAD.
 NP0766'TO REACH FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NP0766'2 AND 71 IN CRAWFORD, GO SOUTH ON HIGHWAY 2 AND 71 FOR 13.68 KM
 NP0766'(8.50 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR
 NP0766'2.09 KM (1.30 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.29
 NP0766'KM (0.80 MI) TO A ROAD LEFT. TURN LEFT AND GO EAST FOR 9.33 KM
 NP0766'(5.80 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 7.40 KM
 NP0766'(4.60 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.77 KM
 NP0766'(1.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 6.04 KM (3.75 MI)
 NP0766'TO THE AZIMUTH MARK ON THE LEFT, AT AN OFFSET IN THE RIGHT-OF-WAY
 NP0766'FENCE.
 NP0766'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 NP0766'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 NP0766'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 12.50 M (41.01 FT)
 NP0766'WEST FROM THE CENTERLINE OF THE ROAD, 6.61 M (21.69 FT)
 NP0766'SOUTH-SOUTHWEST FROM A POWER POLE, 2.53 M (8.30 FT) SOUTH FROM A FENCE
 NP0766'CORNER POST, AT THE OFFSET, 0.76 M (2.49 FT) NORTH FROM A WITNESS
 NP0766'POST AND 0.3 M (1.0 FT) EAST FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0371 ***********************************************************************
 LJ0371  DESIGNATION -  HOLMES TWP KAC 34 ATT RAD TWR
 LJ0371  PID         -  LJ0371
 LJ0371  STATE/COUNTY-  NE/DAWSON
 LJ0371  COUNTRY     -  US
 LJ0371  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0371
 LJ0371                         *CURRENT SURVEY CONTROL
 LJ0371  ______________________________________________________________________
 LJ0371* NAD 83(1995) POSITION- 40 45 28.80990(N) 100 01 24.54131(W)   ADJUSTED
 LJ0371  ______________________________________________________________________
 LJ0371  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 LJ0371  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 LJ0371  HORZ ORDER      -  THIRD
 LJ0371
 LJ0371.The horizontal coordinates were established by classical geodetic methods
 LJ0371.and adjusted by the National Geodetic Survey in August 1997.
 LJ0371
 LJ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0371.GEOID18 height accuracy estimate available here.
 LJ0371
 LJ0371.Click photographs - Photos may exist for this station.
 LJ0371
 LJ0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0371
 LJ0371. The following values were computed from the NAD 83(1995) position.
 LJ0371
 LJ0371;                    North         East     Units Scale Factor Converg.
 LJ0371;SPC NE       -   102,664.569   498,017.495   MT  0.99974311   -0 00 56.0
 LJ0371;SPC NE       -   336,825.34  1,633,912.40   sFT  0.99974311   -0 00 56.0
 LJ0371;UTM  14      - 4,512,397.424   413,608.712   MT  0.99969186   -0 40 05.7
 LJ0371
 LJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1360812397(NAD 83)
 LJ0371
 LJ0371                          SUPERSEDED SURVEY CONTROL
 LJ0371
 LJ0371  NAD 83(1986)-  40 45 28.81589(N)    100 01 24.54619(W) AD(       ) 3
 LJ0371  NAD 27      -  40 45 28.78700(N)    100 01 23.09500(W) AD(       ) 3
 LJ0371
 LJ0371.Superseded values are not recommended for survey control.
 LJ0371
 LJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0371.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0371
 LJ0371_MARKER: 43 = RADIO/TV TOWER
 LJ0371
 LJ0371  HISTORY     - Date     Condition        Report By
 LJ0371  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0371
 LJ0371                          STATION DESCRIPTION
 LJ0371
 LJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0371'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF COZAD AND 6 MILES
 LJ0371'NORTH OF EUSTIS.  IT IS 180 FEET NORTH OF THE CENTER OF AN
 LJ0371'EAST-WEST DIRT ROAD AND 45 FEET NORTH OF THE NORTH SIDE OF
 LJ0371'A WHITE CONCRETE BLOCK BUILDING.
 LJ0371'
 LJ0371'IT IS A 4 LEGGED STEEL STRUCTURE, 40 FEET SQUARE AT THE BASE
 LJ0371'AND HAS A 30 FOOT SQUARE STEEL MESH PLATFORM AT THE TOP WHICH
 LJ0371'SUPPORTS 4 REFLECTOR SCREENS.  THERE IS A BLINKER LIGHT NEAR
 LJ0371'THE CENTER OF THE TOP OF THE TOWER.  THE OVERALL HEIGHT IS 165
 LJ0371'FEET.
 LJ0371'
 LJ0371'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LJ0371'
 LJ0371'TO REACH THE STATION FROM THE POST OFFICE IN EUSTIS, GO NORTH
 LJ0371'ON A GRAVELED STREET FOR 0.05 MILE TO A T STREET INTERSECTION,
 LJ0371'TURN RIGHT AND GO EAST ON A GRAVELED STREET FOR 0.05 MILES TO A
 LJ0371'CROSS-STREET.  TURN LEFT AND GO NORTH AND NORTHEAST ON A GRAVELED
 LJ0371'STREET FOR 0.5 MILES TO STATE HIGHWAY 23 N, TURN RIGHT AND GO
 LJ0371'EAST ON STATE HIGHWAY 23 N FOR 0.15 MILE TO A T ROAD LEFT.  TURN
 LJ0371'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A T ROAD
 LJ0371'INTERSECTION, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 LJ0371'0.25 MILE TO A T ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 LJ0371'GRAVELED ROAD FOR 4.0 MILES TO A T ROAD INTERSECTION, TURN
 LJ0371'LEFT AND GO WEST ON A DIRT ROAD FOR 0.45 MILE TO THE STATION
 LJ0371'ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0748 ***********************************************************************
 NN0748  DESIGNATION -  HOLT
 NN0748  PID         -  NN0748
 NN0748  STATE/COUNTY-  NE/HOLT
 NN0748  COUNTRY     -  US
 NN0748  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0748
 NN0748                         *CURRENT SURVEY CONTROL
 NN0748  ______________________________________________________________________
 NN0748* NAD 83(1995) POSITION- 42 06 08.00356(N) 099 04 09.09897(W)   ADJUSTED
 NN0748* NAVD 88 ORTHO HEIGHT -   708.    (meters)     2323.    (feet) SCALED
 NN0748  ______________________________________________________________________
 NN0748  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 NN0748  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 NN0748  HORZ ORDER      -  SECOND
 NN0748
 NN0748.The horizontal coordinates were established by classical geodetic methods
 NN0748.and adjusted by the National Geodetic Survey in August 1997.
 NN0748
 NN0748.The orthometric height was scaled from a topographic map.
 NN0748
 NN0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0748.GEOID18 height accuracy estimate available here.
 NN0748
 NN0748.Click photographs - Photos may exist for this station.
 NN0748
 NN0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0748
 NN0748. The following values were computed from the NAD 83(1995) position.
 NN0748
 NN0748;                    North         East     Units Scale Factor Converg.
 NN0748;SPC NE       -   252,323.334   576,970.817   MT  0.99971271   +0 37 00.6
 NN0748;SPC NE       -   827,830.80  1,892,945.09   sFT  0.99971271   +0 37 00.6
 NN0748;UTM  14      - 4,661,128.368   494,278.685   MT  0.99960040   -0 02 47.0
 NN0748
 NN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0748!SPC NE       -   0.99989260  x   0.99971271  =   0.99960534
 NN0748!UTM  14      -   0.99989260  x   0.99960040  =   0.99949304
 NN0748
 NN0748:                Primary Azimuth Mark                     Grid Az
 NN0748:SPC NE       -  HOLT AZ MK                               181 12 57.6
 NN0748:UTM  14      -  HOLT AZ MK                               181 52 45.2
 NN0748
 NN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9427861128(NAD 83)
 NN0748
 NN0748|---------------------------------------------------------------------|
 NN0748| PID    Reference Object                     Distance      Geod. Az  |
 NN0748|                                                           dddmmss.s |
 NN0748| CO3711 HOLT AZ MK                                         1814958.2 |
 NN0748| CO3712 HOLT RM 1                             5.603 METERS 23339     |
 NN0748| CO3713 HOLT RM 2                            10.419 METERS 33321     |
 NN0748|---------------------------------------------------------------------|
 NN0748
 NN0748                          SUPERSEDED SURVEY CONTROL
 NN0748
 NN0748  NAD 83(1986)-  42 06 08.00742(N)    099 04 09.10911(W) AD(       ) 2
 NN0748  NAD 27      -  42 06 07.99700(N)    099 04 07.73900(W) AD(       ) 2
 NN0748
 NN0748.Superseded values are not recommended for survey control.
 NN0748
 NN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0748.See file dsdata.pdf to determine how the superseded data were derived.
 NN0748
 NN0748_MARKER: DS = TRIANGULATION STATION DISK
 NN0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0748
 NN0748  HISTORY     - Date     Condition        Report By
 NN0748  HISTORY     - 1949     MONUMENTED       CGS
 NN0748  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NN0748
 NN0748                          STATION DESCRIPTION
 NN0748
 NN0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0748'THE STATION IS LOCATED ABOUT 8.0 MILES WEST AND 9.0 MILES SOUTH
 NN0748'OF AMELIA AND ABOUT 1.0 MILE NORTH OF THE HOLT-GARFIELD COUNTY
 NN0748'LINE ON THE HIGH POINT OF A SMALL SAND HILL IN ABOUT THE
 NN0748'NORTHWEST CORNER OF A PASTURE AND ON THE EAST SIDE OF STATE
 NN0748'ROUTE NO 11.  IT IS ABOUT 60 FEET EAST OF THE CENTER OF
 NN0748'STATE ROUTE NO 11, 19.5 FEET EAST OF NORTH-SOUTH FENCE LINE
 NN0748'AND 17.5 FEET NORTHEAST OF WITNESS POST.  IT IS STAMPED HOLT
 NN0748'1949 AND PROJECTS 2 INCHES.
 NN0748'
 NN0748'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 5 FEET EAST
 NN0748'OF NORTH-SOUTH FENCE LINE AND 3 FEET SOUTH OF WITNESS POST.
 NN0748'IT IS STAMPED HOLT NO 1 1949 AND PROJECTS 2 INCHES.
 NN0748'
 NN0748'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 4 FEET
 NN0748'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED HOLT NO 2 1949
 NN0748'AND PROJECTS 3 INCHES.
 NN0748'
 NN0748'THE AZIMUTH MARK IS ABOUT 0.55 MILE SOUTH OF THE STATION,
 NN0748'40 FEET WEST OF THE CENTER OF STATE ROUTE NO 11, 4 FEET NORTH
 NN0748'OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 NN0748'IT IS STAMPED HOLT 1949 AND PROJECTS 4 INCHES.
 NN0748'
 NN0748'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SKELLY
 NN0748'SERVICE STATION IN THE EAST EDGE OF BURWELL, GO NORTH ON STATE
 NN0748'ROUTE NO 11 FOR 21.1 MILES TO SIDE ROAD LEFT AND A STORE AND
 NN0748'SERVICE STATION IN THE NORTHWEST ANGLE, CONTINUE NORTH ON
 NN0748'STATE ROUTE NO 11 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE
 NN0748'WEST SIDE OF ROAD AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR
 NN0748'0.55 MILE TO THE STATION ON THE EAST SIDE JUST EAST OF FENCE
 NN0748'LINE AS DESCRIBED.
 NN0748'
 NN0748'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET
 NN0748'
 NN0748'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET
 NN0748'
 NN0748'A 4 FOOT SIGNAL AT STATION BALLAGH IS VISIBLE AT 4 FEET
 NN0748'
 NN0748'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 NN0748
 NN0748                          STATION RECOVERY (1974)
 NN0748
 NN0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NN0748'THE SURFACE MARK, R.M. 1, AND R.M. 2 HAD BEEN BLOWN OUT AND WERE
 NN0748'FOUND LYING IN THE BOTTOM OF A LARGE BLOW OUT.  AZIMUTH MARK
 NN0748'WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0794 ***********************************************************************
 NN0794  DESIGNATION -  HOLT
 NN0794  PID         -  NN0794
 NN0794  STATE/COUNTY-  NE/KEYA PAHA
 NN0794  COUNTRY     -  US
 NN0794  USGS QUAD   -  MEADVILLE NE (2017)
 NN0794
 NN0794                         *CURRENT SURVEY CONTROL
 NN0794  ______________________________________________________________________
 NN0794* NAD 83(1995) POSITION- 42 55 29.70388(N) 099 46 08.23180(W)   ADJUSTED
 NN0794* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 NN0794  ______________________________________________________________________
 NN0794  GEOID HEIGHT    -        -23.904 (meters)                     GEOID18
 NN0794  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 NN0794  HORZ ORDER      -  SECOND
 NN0794
 NN0794.The horizontal coordinates were established by classical geodetic methods
 NN0794.and adjusted by the National Geodetic Survey in August 1997.
 NN0794
 NN0794.The orthometric height was scaled from a topographic map.
 NN0794
 NN0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0794.GEOID18 height accuracy estimate available here.
 NN0794
 NN0794.Click photographs - Photos may exist for this station.
 NN0794
 NN0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0794
 NN0794. The following values were computed from the NAD 83(1995) position.
 NN0794
 NN0794;                    North         East     Units Scale Factor Converg.
 NN0794;SPC NE       -   343,305.547   518,862.041   MT  0.99996642   +0 09 11.2
 NN0794;SPC NE       - 1,126,328.28  1,702,299.88   sFT  0.99996642   +0 09 11.2
 NN0794;SPC SD S     -    65,876.878   646,074.795   MT  0.99997957   +0 23 21.6
 NN0794;SPC SD S     -   216,131.06  2,119,663.72   sFT  0.99997957   +0 23 21.6
 NN0794;UTM  14      - 4,752,763.884   437,247.485   MT  0.99964844   -0 31 25.3
 NN0794
 NN0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0794!SPC NE       -   0.99988892  x   0.99996642  =   0.99985534
 NN0794!SPC SD S     -   0.99988892  x   0.99997957  =   0.99986849
 NN0794!UTM  14      -   0.99988892  x   0.99964844  =   0.99953740
 NN0794
 NN0794:                Primary Azimuth Mark                     Grid Az
 NN0794:SPC NE       -  WYMAN                                    133 46 56.6
 NN0794:SPC SD S     -  WYMAN                                    133 32 46.2
 NN0794:UTM  14      -  WYMAN                                    134 27 33.1
 NN0794
 NN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3724752763(NAD 83)
 NN0794
 NN0794|---------------------------------------------------------------------|
 NN0794| PID    Reference Object                     Distance      Geod. Az  |
 NN0794|                                                           dddmmss.s |
 NN0794| NN0776 WYMAN                               APPROX.18.3 KM 1335607.8 |
 NN0794|---------------------------------------------------------------------|
 NN0794
 NN0794                          SUPERSEDED SURVEY CONTROL
 NN0794
 NN0794  NAD 83(1986)-  42 55 29.71095(N)    099 46 08.24325(W) AD(       ) 2
 NN0794  NAD 27      -  42 55 29.70500(N)    099 46 06.83000(W) AD(       ) 2
 NN0794
 NN0794.Superseded values are not recommended for survey control.
 NN0794
 NN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0794.See file dsdata.pdf to determine how the superseded data were derived.
 NN0794
 NN0794_MARKER: DS = TRIANGULATION STATION DISK
 NN0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0794_STAMPING: HOLT 1949
 NN0794_MARK LOGO: CGS
 NN0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0794+STABILITY: SURFACE MOTION
 NN0794
 NN0794  HISTORY     - Date     Condition        Report By
 NN0794  HISTORY     - 1949     MONUMENTED       CGS
 NN0794  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NN0794
 NN0794                          STATION DESCRIPTION
 NN0794
 NN0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0794'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF SPRINGVIEW
 NN0794'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 183.  IT IS 35 FEET EAST
 NN0794'OF THE CENTER OF U.S. HIGHWAY 183, 5 FEET SOUTH OF WITNESS
 NN0794'POST AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NN0794'HOLT 1949 AND PROJECTS 3 INCHES.
 NN0794'
 NN0794'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 36 FEET EAST OF
 NN0794'THE CENTER OF U.S. HIGHWAY 183 AND 1 FOOT WEST OF NORTH-SOUTH
 NN0794'FENCE LINE.  IT IS STAMPED HOLT NO 1 1949 AND PROJECTS 2 INCHES.
 NN0794'
 NN0794'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 35
 NN0794'FEET WEST OF THE CENTER OF U.S. HIGHWAY 183, 1 FOOT EAST OF
 NN0794'NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF TELEPHONE POLE.  IT
 NN0794'IS STAMPED HOLT NO 2 1949 AND PROJECTS 2 INCHES.
 NN0794'
 NN0794'THE AZIMUTH MARK IS SOUTH OF THE STATION, 33 FEET WEST OF
 NN0794'THE CENTER OF U.S. HIGHWAY 183, 3 FEET NORTH OF TELEPHONE POLE,
 NN0794'2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 NN0794'FENCE LINE.  IT IS STAMPED HOLT 1949 AND PROJECTS 3 INCHES.
 NN0794'
 NN0794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0794'AND STATE HIGHWAY 72 IN SPRINGVIEW, GO NORTH ON U.S. HIGHWAY
 NN0794'183 FOR 5.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 12,
 NN0794'TURN LEFT AND GO WEST ON U.S. HIGHWAY 183 FOR 1.0 MILE, TURN
 NN0794'RIGHT AND GO NORTH ON U.S. HIGHWAY 183 FOR 1.7 MILE TO THE
 NN0794'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON U.S.
 NN0794'HIGHWAY 183 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 NN0794'DESCRIBED.
 NN0794'
 NN0794'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'A 4 FOOT SIGNAL AT STATION SPRINGVIEW IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'A 4 FOOT SIGNAL AT STATION WEWELA 1936 IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0794
 NN0794                          STATION RECOVERY (1962)
 NN0794
 NN0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0794'STATION AND REFERENCE MARK NO. 1 DESTROYED BY ROAD CONSTRUCTION.
 NN0794'
 NN0794'REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 NN0794'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1112 ***********************************************************************
 ML1112  DESIGNATION -  HOLUB
 ML1112  PID         -  ML1112
 ML1112  STATE/COUNTY-  NE/SHERMAN
 ML1112  COUNTRY     -  US
 ML1112  USGS QUAD   -  RAVENNA (2017)
 ML1112
 ML1112                         *CURRENT SURVEY CONTROL
 ML1112  ______________________________________________________________________
 ML1112* NAD 83(1995) POSITION- 41 04 42.07483(N) 098 53 19.52796(W)   ADJUSTED
 ML1112* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 ML1112  ______________________________________________________________________
 ML1112  GEOID HEIGHT    -        -24.181 (meters)                     GEOID18
 ML1112  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 ML1112  HORZ ORDER      -  SECOND
 ML1112
 ML1112.The horizontal coordinates were established by classical geodetic methods
 ML1112.and adjusted by the National Geodetic Survey in August 1997.
 ML1112
 ML1112.The orthometric height was scaled from a topographic map.
 ML1112
 ML1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1112.GEOID18 height accuracy estimate available here.
 ML1112
 ML1112.Click photographs - Photos may exist for this station.
 ML1112
 ML1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1112
 ML1112. The following values were computed from the NAD 83(1995) position.
 ML1112
 ML1112;                    North         East     Units Scale Factor Converg.
 ML1112;SPC NE       -   138,829.752   593,351.895   MT  0.99968626   +0 44 11.1
 ML1112;SPC NE       -   455,477.28  1,946,688.68   sFT  0.99968626   +0 44 11.1
 ML1112;UTM  14      - 4,547,461.132   509,344.555   MT  0.99960107   +0 04 23.1
 ML1112
 ML1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1112!SPC NE       -   0.99990102  x   0.99968626  =   0.99958731
 ML1112!UTM  14      -   0.99990102  x   0.99960107  =   0.99950213
 ML1112
 ML1112:                Primary Azimuth Mark                     Grid Az
 ML1112:SPC NE       -  HOLUB AZ MK                              254 00 15.3
 ML1112:UTM  14      -  HOLUB AZ MK                              254 40 03.3
 ML1112
 ML1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0934447461(NAD 83)
 ML1112
 ML1112|---------------------------------------------------------------------|
 ML1112| PID    Reference Object                     Distance      Geod. Az  |
 ML1112|                                                           dddmmss.s |
 ML1112| CN8809 HOLUB RM 1                            7.573 METERS 08233     |
 ML1112| CN8810 HOLUB RM 2                            3.627 METERS 17633     |
 ML1112| CN8808 HOLUB AZ MK                                        2544426.4 |
 ML1112|---------------------------------------------------------------------|
 ML1112
 ML1112                          SUPERSEDED SURVEY CONTROL
 ML1112
 ML1112  NAD 83(1986)-  41 04 42.08247(N)    098 53 19.53008(W) AD(       ) 2
 ML1112  NAD 27      -  41 04 42.04000(N)    098 53 18.23500(W) AD(       ) 2
 ML1112
 ML1112.Superseded values are not recommended for survey control.
 ML1112
 ML1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1112.See file dsdata.pdf to determine how the superseded data were derived.
 ML1112
 ML1112_MARKER: DS = TRIANGULATION STATION DISK
 ML1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1112_STAMPING: HOLUB 1951
 ML1112_MARK LOGO: CGS
 ML1112_PROJECTION: FLUSH
 ML1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1112+STABILITY: SURFACE MOTION
 ML1112
 ML1112  HISTORY     - Date     Condition        Report By
 ML1112  HISTORY     - 1951     MONUMENTED       CGS
 ML1112
 ML1112                          STATION DESCRIPTION
 ML1112
 ML1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1112'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF ROCKVILLE, 4.0
 ML1112'MILES NORTH OF RAVENNA AND AT THE EDGE OF A GROVE OF TREES AT
 ML1112'THE NORTHWEST CORNER OF A FARM YARD.  IT IS AT THE SOUTH EDGE
 ML1112'OF A CULTIVATED FIELD AND AT THE EAST EDGE OF A PASTURE.  IT IS
 ML1112'SET FLUSH AND STAMPED HOLUB 1951.
 ML1112'
 ML1112'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE GROVE OF TREES
 ML1112'AND JUST SOUTH OF A CULTIVATED FIELD.  IT IS SET FLUSH AND
 ML1112'STAMPED HOLUB NO 1 1951.
 ML1112'
 ML1112'REFERENCE MARK NO. 2 IS SET JUST INSIDE THE GROVE OF TREES.  IT
 ML1112'IS SET FLUSH AND STAMPED HOLUB NO 2 1951.
 ML1112'
 ML1112'THE DISTANCE BETWEEN REFERENCE MARKS IS 28.3 FEET.
 ML1112'
 ML1112'THE AZIMUTH IS LOCATED AT A T ROAD INTERSECTION AND IN A
 ML1112'TRIANGLE FORMED BY THE T ROAD AND STATE HIGHWAY 68 CURVING FROM
 ML1112'THE SOUTH TO THE EAST.  IT IS 55.0 FEET SOUTHEAST OF THE
 ML1112'CENTER OF A T ROAD INTERSECTION, 50.0 FEET NORTHWEST OF THE
 ML1112'CENTER OF THE CURVE OF STATE HIGHWAY 68, 1.5 FEET NORTH OF A
 ML1112'WITNESS POST AND 1.0 FOOT NORTH OF A POWER LINE POLE.  IT
 ML1112'PROJECTS 8 INCHES AND IS STAMPED HOLUB 1951.
 ML1112'
 ML1112'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO NORTH,
 ML1112'EAST AND NORTH ON STATE HIGHWAY 68 FOR 4.0 MILES TO WHERE THE
 ML1112'HIGHWAY CURVES TO THE EAST AND THE AZIMUTH MARK ON THE LEFT
 ML1112'AS DESCRIBED.  TURN RIGHT, EAST, ON STATE HIGHWAY 68 FOR 0.7 MILE
 ML1112'TO A FARM YARD LANE LEADING NORTH, TURN LEFT, NORTH, ON LANE TO
 ML1112'THE NORTHEAST CORNER OF A CORNCRIB.  TURN LEFT AND GO WEST ALONG
 ML1112'THE NORTH SIDE OF THE CORNCRIB AND THROUGH A WIRE GATE, TURN
 ML1112'RIGHT AND GO NORTH ALONG THE WEST SIDE OF A GROVE OF TREES TO
 ML1112'THE NORTHWEST CORNER OF THE GROVE OF TREES AND THE STATION ON
 ML1112'THE RIGHT AS DESCRIBED.
 ML1112'
 ML1112'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1733 ***********************************************************************
 NM1733  DESIGNATION -  HOMER
 NM1733  PID         -  NM1733
 NM1733  STATE/COUNTY-  NE/DAKOTA
 NM1733  COUNTRY     -  US
 NM1733  USGS QUAD   -  EMERSON SE (2017)
 NM1733
 NM1733                         *CURRENT SURVEY CONTROL
 NM1733  ______________________________________________________________________
 NM1733* NAD 83(1995) POSITION- 42 20 56.94300(N) 096 30 07.29589(W)   ADJUSTED
 NM1733* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 NM1733  ______________________________________________________________________
 NM1733  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 NM1733  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 NM1733  HORZ ORDER      -  SECOND
 NM1733
 NM1733.The horizontal coordinates were established by classical geodetic methods
 NM1733.and adjusted by the National Geodetic Survey in August 1997.
 NM1733
 NM1733.The orthometric height was scaled from a topographic map.
 NM1733
 NM1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1733.GEOID18 height accuracy estimate available here.
 NM1733
 NM1733.Click photographs - Photos may exist for this station.
 NM1733
 NM1733.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1733
 NM1733. The following values were computed from the NAD 83(1995) position.
 NM1733
 NM1733;                    North         East     Units Scale Factor Converg.
 NM1733;SPC NE       -   285,158.274   788,074.318   MT  0.99976695   +2 19 05.1
 NM1733;SPC NE       -   935,556.77  2,585,540.49   sFT  0.99976695   +2 19 05.1
 NM1733;UTM  14      - 4,691,565.592   705,747.591   MT  1.00012088   +1 41 00.0
 NM1733
 NM1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1733!SPC NE       -   0.99993973  x   0.99976695  =   0.99970669
 NM1733!UTM  14      -   0.99993973  x   1.00012088  =   1.00006060
 NM1733
 NM1733:                Primary Azimuth Mark                     Grid Az
 NM1733:SPC NE       -  DAKOTA CITY KTRI MAST S OF 4             039 31 15.8
 NM1733:UTM  14      -  DAKOTA CITY KTRI MAST S OF 4             040 09 20.9
 NM1733
 NM1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0574791565(NAD 83)
 NM1733
 NM1733|---------------------------------------------------------------------|
 NM1733| PID    Reference Object                     Distance      Geod. Az  |
 NM1733|                                                           dddmmss.s |
 NM1733| NM1721 DAKOTA CITY KWSR RADIO MAST         APPROX.12.1 KM 0355912.6 |
 NM1733| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.18.1 KM 0362651.9 |
 NM1733| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX.16.2 KM 0385905.7 |
 NM1733| NM1726 DAKOTA CITY KTRI MAST N OF 4        APPROX. 9.4 KM 0410926.7 |
 NM1733| NM1725 DAKOTA CITY KTRI MAST 2ND OF 4      APPROX. 9.3 KM 0412257.5 |
 NM1733| NM1727 DAKOTA CITY KTRI MAST 3RD OF 4      APPROX. 9.3 KM 0413635.5 |
 NM1733| NM1722 DAKOTA CITY KTRI MAST S OF 4        APPROX. 9.3 KM 0415020.9 |
 NM1733| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX.10.1 KM 0425750.1 |
 NM1733| NM1692 SIOUX CITY MUN APT CONTROL TWR      APPROX.11.7 KM 0603721.8 |
 NM1733| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX.13.3 KM 0625350.9 |
 NM1733| NM1680 RADIO RNG TRANSMIT KEOD C OF 7      APPROX.11.7 KM 0804258.5 |
 NM1733| CO3719 HOMER RM 1                           11.027 METERS 20948     |
 NM1733| NM1734 BAIRD RESET                         203.659 METERS 31600     |
 NM1733| CO3720 HOMER RM 2                           11.055 METERS 33220     |
 NM1733|---------------------------------------------------------------------|
 NM1733
 NM1733                          SUPERSEDED SURVEY CONTROL
 NM1733
 NM1733  NAD 83(1986)-  42 20 56.94520(N)    096 30 07.29703(W) AD(       ) 2
 NM1733  NAD 27      -  42 20 56.96400(N)    096 30 06.16400(W) AD(       ) 2
 NM1733
 NM1733.Superseded values are not recommended for survey control.
 NM1733
 NM1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1733.See file dsdata.pdf to determine how the superseded data were derived.
 NM1733
 NM1733_MARKER: DS = TRIANGULATION STATION DISK
 NM1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1733_STAMPING: HOMER 1948
 NM1733_MARK LOGO: CGS
 NM1733_PROJECTION: FLUSH
 NM1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1733+STABILITY: SURFACE MOTION
 NM1733
 NM1733  HISTORY     - Date     Condition        Report By
 NM1733  HISTORY     - 1948     MONUMENTED       CGS
 NM1733
 NM1733                          STATION DESCRIPTION
 NM1733
 NM1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1733'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF HOMER, ON A HIGH
 NM1733'POINT OF THE BLUFFS OVERLOOKING THE MISSOURI RIVER VALLEY.
 NM1733'IT IS ON PROPERTY OWNED AND OCCUPIED BY MR. S.L. STUBBLEFIELD
 NM1733'WHO LIVES ABOUT 1/4 MILE SOUTHEAST OF THE STATION AT THE FOOT
 NM1733'OF THE BLUFFS.  IT IS ON THE HIGHEST POINT OF CLEARED LAND
 NM1733'IN THE IMMEDIATE VICINITY.  IT IS 47 FEET WEST OF A FENCE
 NM1733'LINE.  THE DISK IS STAMPED HOMER 1948 AND IS SET FLUSH WITH THE
 NM1733'GROUND.
 NM1733'
 NM1733'REFERENCE MARK NO. 1 IS 36.17 FEET SOUTH-SOUTHWEST OF THE
 NM1733'STATION, AND 28 FEET WEST OF THE FENCE LINE.  THE DISK IS
 NM1733'STAMPED HOMER NO 1 1948 AND PROJECTS 3 INCHES.
 NM1733'
 NM1733'REFERENCE MARK NO. 2 IS 36.27 FEET NORTHWEST OF THE STATION,
 NM1733'AND 29 FEET WEST OF THE FENCE LINE.  THE DISK IS STAMPED HOMER
 NM1733'NO 2 1948 AND IS SET FLUSH WITH THE GROUND.
 NM1733'
 NM1733'TRIANGULATION STATION BAIRD (MRC) WAS USED AS THE AZIMUTH MARK.
 NM1733'IT IS ABOUT 0.1 MILE NORTHWEST OF THE STATION, ON THE HIGHEST
 NM1733'POINT OF THE RIDGE.  IT IS 56 FEET SOUTHWEST OF A TRIANGLE-BLAZED
 NM1733'14 INCH OAK TREE, AND 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 NM1733'
 NM1733'TO REACH THE STATION FROM THE POST OFFICE IN HOMER, GO EAST
 NM1733'ON THE MAIN STREET FOR 1 BLOCK TO THE WEST END OF A CONCRETE
 NM1733'BRIDGE.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR 1.55 MILES
 NM1733'TO A FORK.  TAKE THE LEFT FORK AND GO 0.6 MILES TO THE HOME OF
 NM1733'MR. S.L. STUBBLEFIELD ON THE LEFT AND THE END OF TRUCK TRAVEL.
 NM1733'FROM HERE PACK NORTHWESTERLY ALONG AN OLD ROAD FOR ABOUT
 NM1733'0.3 MILE TO THE TOP OF THE RIDGE.  TURN SHARP RIGHT AND FOLLOW
 NM1733'THE RIDGE FOR ABOUT 40 YARDS TO THE TOP OF A SMALL, CLEARED,
 NM1733'KNOLL AND THE STATION AS DESCRIBED.
 NM1733'
 NM1733'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0443 ***********************************************************************
 MM0443  DESIGNATION -  HOOK
 MM0443  PID         -  MM0443
 MM0443  STATE/COUNTY-  NE/HOOKER
 MM0443  COUNTRY     -  US
 MM0443  USGS QUAD   -  DISMAL RIVER RANCH NW (2017)
 MM0443
 MM0443                         *CURRENT SURVEY CONTROL
 MM0443  ______________________________________________________________________
 MM0443* NAD 83(1995) POSITION- 41 54 52.80243(N) 101 11 05.54952(W)   ADJUSTED
 MM0443* NAVD 88 ORTHO HEIGHT -  1094.    (meters)     3589.    (feet) SCALED
 MM0443  ______________________________________________________________________
 MM0443  GEOID HEIGHT    -        -20.430 (meters)                     GEOID18
 MM0443  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 MM0443  HORZ ORDER      -  SECOND
 MM0443
 MM0443.The horizontal coordinates were established by classical geodetic methods
 MM0443.and adjusted by the National Geodetic Survey in August 1997.
 MM0443
 MM0443.The orthometric height was scaled from a topographic map.
 MM0443
 MM0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0443.GEOID18 height accuracy estimate available here.
 MM0443
 MM0443.Click photographs - Photos may exist for this station.
 MM0443
 MM0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0443
 MM0443. The following values were computed from the NAD 83(1995) position.
 MM0443
 MM0443;                    North         East     Units Scale Factor Converg.
 MM0443;SPC NE       -   231,756.171   401,735.308   MT  0.99968400   -0 47 06.8
 MM0443;SPC NE       -   760,353.37  1,318,026.59   sFT  0.99968400   -0 47 06.8
 MM0443;UTM  14      - 4,642,610.341   318,807.511   MT  1.00000400   -1 27 35.8
 MM0443
 MM0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0443!SPC NE       -   0.99983159  x   0.99968400  =   0.99951564
 MM0443!UTM  14      -   0.99983159  x   1.00000400  =   0.99983559
 MM0443
 MM0443:                Primary Azimuth Mark                     Grid Az
 MM0443:SPC NE       -  HOOK AZ MK                               058 03 31.5
 MM0443:UTM  14      -  HOOK AZ MK                               058 44 00.5
 MM0443
 MM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1880742610(NAD 83)
 MM0443
 MM0443|---------------------------------------------------------------------|
 MM0443| PID    Reference Object                     Distance      Geod. Az  |
 MM0443|                                                           dddmmss.s |
 MM0443| CP8242 HOOK AZ MK                                         0571624.7 |
 MM0443| CP8243 HOOK RM 1                                          08418     |
 MM0443| CP8244 HOOK RM 2                            14.283 METERS 21030     |
 MM0443|---------------------------------------------------------------------|
 MM0443
 MM0443                          SUPERSEDED SURVEY CONTROL
 MM0443
 MM0443  NAD 83(1986)-  41 54 52.80232(N)    101 11 05.55513(W) AD(       ) 2
 MM0443  NAD 27      -  41 54 52.82100(N)    101 11 03.95700(W) AD(       ) 2
 MM0443
 MM0443.Superseded values are not recommended for survey control.
 MM0443
 MM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0443.See file dsdata.pdf to determine how the superseded data were derived.
 MM0443
 MM0443_MARKER: DS = TRIANGULATION STATION DISK
 MM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0443
 MM0443  HISTORY     - Date     Condition        Report By
 MM0443  HISTORY     - 1946     MONUMENTED       CGS
 MM0443
 MM0443                          STATION DESCRIPTION
 MM0443
 MM0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0443'LOCATED 11-1/2 MILES SOUTHWEST OF MULLEN, 0.15 MILE SOUTH OF
 MM0443'A WIRE FENCE AND 6 FEET SOUTHEAST OF A REFERENCE POST ON THE
 MM0443'HIGHEST POINT OF A PROMINENT SAND HILL THAT IS COVERED WITH
 MM0443'SOAP WEEDS.  IT IS STAMPED HOOK 1946 AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'REFERENCE MARK NO. 1 IS ABOUT 8 FEET LOWER THAN THE STATION.  IT
 MM0443'IS STAMPED HOOK NO 1 1946 AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 MM0443'IS STAMPED HOOK NO 2 1946 AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'THE AZIMUTH MARK IS ABOUT 100 YARDS WEST-SOUTHWEST OF A RANCH
 MM0443'HOUSE, 12 FEET WEST OF A FENCE CORNER, 3 FEET EAST OF A REFERENCE
 MM0443'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED HOOK 1946
 MM0443'AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 2
 MM0443'AND U.S. HIGHWAY NO. 83 AT THE SOUTH EDGE OF MULLEN, GO SOUTH
 MM0443'ON NO. 83 FOR 3.05 MILES.  THEN RIGHT, WEST, FOR 3.55 MILES.  THEN
 MM0443'LEFT, SOUTH, FOR 2.25 MILES TO A RANCH HOUSE ON THE LEFT.
 MM0443'CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 3.75 MILES.  THEN
 MM0443'LEFT FORK, SOUTHERLY, FOR 1.35 MILES TO A RANCH HOUSE ON THE
 MM0443'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  GO WEST ON A FARM ROAD
 MM0443'(KEEPING TO THE SOUTH OF A WIRE FENCE) FOR 0.1 MILE TO A GATE.
 MM0443'THEN THROUGH GATE, CONTINUE WESTERLY, FOR 0.5 MILE TO A
 MM0443'FENCE CORNER ON THE RIGHT.  THEN LEAVE THE FARM ROAD, TURN LEFT,
 MM0443'(SOUTHERLY) FOR 0.7 MILE TO AN EAST-WEST WIRE FENCE.  TAKE
 MM0443'THE FENCE DOWN AND CONTINUE (SOUTHERLY) FOR 0.15 MILE
 MM0443'TO THE HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0986 ***********************************************************************
 LG0986  DESIGNATION -  HOOP
 LG0986  PID         -  LG0986
 LG0986  STATE/COUNTY-  NE/OTOE
 LG0986  COUNTRY     -  US
 LG0986  USGS QUAD   -  ELMWOOD (2017)
 LG0986
 LG0986                         *CURRENT SURVEY CONTROL
 LG0986  ______________________________________________________________________
 LG0986* NAD 83(1995) POSITION- 40 46 45.86887(N) 096 20 58.83300(W)   ADJUSTED
 LG0986* NAVD 88 ORTHO HEIGHT -   398.    (meters)     1306.    (feet) SCALED
 LG0986  ______________________________________________________________________
 LG0986  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 LG0986  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 LG0986  HORZ ORDER      -  SECOND
 LG0986
 LG0986.The horizontal coordinates were established by classical geodetic methods
 LG0986.and adjusted by the National Geodetic Survey in August 1997.
 LG0986
 LG0986.The orthometric height was scaled from a topographic map.
 LG0986
 LG0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0986.GEOID18 height accuracy estimate available here.
 LG0986
 LG0986.Click photographs - Photos may exist for this station.
 LG0986
 LG0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0986
 LG0986. The following values were computed from the NAD 83(1995) position.
 LG0986
 LG0986;                    North         East     Units Scale Factor Converg.
 LG0986;SPC NE       -   111,543.026   807,970.211   MT  0.99973835   +2 25 08.6
 LG0986;SPC NE       -   365,954.08  2,650,815.60   sFT  0.99973835   +2 25 08.6
 LG0986;UTM  14      - 4,517,649.553   723,649.657   MT  1.00021570   +1 43 54.4
 LG0986
 LG0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0986!SPC NE       -   0.99994167  x   0.99973835  =   0.99968004
 LG0986!UTM  14      -   0.99994167  x   1.00021570  =   1.00015736
 LG0986
 LG0986:                Primary Azimuth Mark                     Grid Az
 LG0986:SPC NE       -  HOOP AZ MK                               053 56 45.3
 LG0986:UTM  14      -  HOOP AZ MK                               054 37 59.5
 LG0986
 LG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2364917649(NAD 83)
 LG0986
 LG0986|---------------------------------------------------------------------|
 LG0986| PID    Reference Object                     Distance      Geod. Az  |
 LG0986|                                                           dddmmss.s |
 LG0986| CL7105 HOOP AZ MK                                         0562153.9 |
 LG0986| LG0973 PALMYRA N NAT GAS RADIO MAST        APPROX. 4.0 KM 2081415.6 |
 LG0986| CL7107 HOOP RM 2                            26.631 METERS 22408     |
 LG0986| LG0991 EAGLE MUNICIPAL TANK                APPROX. 8.1 KM 3011742.5 |
 LG0986| CL7106 HOOP RM 1                            22.693 METERS 35657     |
 LG0986|---------------------------------------------------------------------|
 LG0986
 LG0986                          SUPERSEDED SURVEY CONTROL
 LG0986
 LG0986  NAD 83(1986)-  40 46 45.87982(N)    096 20 58.83053(W) AD(       ) 2
 LG0986  NAD 27      -  40 46 45.87571(N)    096 20 57.80019(W) AD(       ) 2
 LG0986
 LG0986.Superseded values are not recommended for survey control.
 LG0986
 LG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0986.See file dsdata.pdf to determine how the superseded data were derived.
 LG0986
 LG0986_MARKER: DS = TRIANGULATION STATION DISK
 LG0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0986_STAMPING: HOOP 1961
 LG0986_MARK LOGO: CGS
 LG0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0986+STABILITY: SURFACE MOTION
 LG0986
 LG0986  HISTORY     - Date     Condition        Report By
 LG0986  HISTORY     - 1961     MONUMENTED       CGS
 LG0986
 LG0986                          STATION DESCRIPTION
 LG0986
 LG0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0986'THE STATION IS 5 MILES SOUTHEAST OF EAGLE, 5 MILES NORTH-NORTHEAST
 LG0986'OF PALMYRA, UPON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 LG0986'
 LG0986'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LG0986'STATE HIGHWAY 43, AT THE EAST EDGE OF EAGLE, GO EAST ON U.S.
 LG0986'HIGHWAY 34 FOR 3.9 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 LG0986'SOUTH ON A DIRT ROAD FOR 2.25 MILES TO THE STATION ON THE LEFT.
 LG0986'
 LG0986'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS, STAMPED
 LG0986'HOOP 1961.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 LG0986'MONUMENT, 12 INCHES SQUARE AT THE TOP, PROJECTING 6 INCHES ABOVE
 LG0986'THE GROUND.  IT IS 27.0 FEET EAST OF THE CENTER OF THE ROAD AND
 LG0986'1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND
 LG0986'MARK IS SET IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE
 LG0986'GROUND SURFACE.
 LG0986'
 LG0986'REFERENCE MARK 1, A STANDARD DISK STAMPED HOOP NO 1 1961, IS
 LG0986'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0986'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LG0986'IS 27.0 FEET EAST OF THE CENTER OF THE ROAD AND 1.5 FEET WEST
 LG0986'OF THE EAST RIGHT-OF-WAY FENCE.
 LG0986'
 LG0986'REFERENCE MARK 2, A STANDARD DISK STAMPED HOOP NO 2 1961, IS SET
 LG0986'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0986'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36.0
 LG0986'FEET WEST OF THE CENTER OF THE ROAD AND 1.0 FOOT EAST OF THE
 LG0986'WEST RIGHT-OF-WAY FENCE.
 LG0986'
 LG0986'PICTURE POINT NUMBER 1 IS THE SOUTH END OF THE HEDGE ROW NORTH OF
 LG0986'THE STATION.
 LG0986'
 LG0986'PICTURE POINT NUMBER 2 IS THE NORTH END OF THE HEDGE ROW SOUTH OF
 LG0986'THE STATION.
 LG0986'
 LG0986'PICUTRE POINT NUMBER 3 IS THE CENTER OF A FIELD ENTRANCE ROAD AT
 LG0986'ITS JUNCTION WITH THE NORTH-SOUTH COUNTY ROAD.
 LG0986'
 LG0986'THE AZIMUTH MARK, A STANDARD DISK STAMPED HOOP 1961, IS SET IN
 LG0986'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0986'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 45
 LG0986'FEET WEST OF A POWER LINE POLE, 32 FEET NORTH OF THE CENTER OF
 LG0986'AN EAST-WEST ROAD, 1.5 FEET EAST OF A METAL WITNESS POST WITH
 LG0986'SIGN AND 1.0 FOOT SOUTH OF A FENCE.
 LG0986'
 LG0986'TO REACH THE AZIMUTH FROM THE STATION, DRIVE NORTH ON A DIRT
 LG0986'ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND DRIVE EAST
 LG0986'FOR 0.45 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0449 ***********************************************************************
 NO0449  DESIGNATION -  HOOPER
 NO0449  PID         -  NO0449
 NO0449  STATE/COUNTY-  NE/CHERRY
 NO0449  COUNTRY     -  US
 NO0449  USGS QUAD   -  KILGORE SE (2017)
 NO0449
 NO0449                         *CURRENT SURVEY CONTROL
 NO0449  ______________________________________________________________________
 NO0449* NAD 83(1995) POSITION- 42 49 26.26910(N) 100 45 48.91438(W)   ADJUSTED
 NO0449* NAVD 88 ORTHO HEIGHT -   909.    (meters)     2982.    (feet) SCALED
 NO0449  ______________________________________________________________________
 NO0449  GEOID HEIGHT    -        -21.298 (meters)                     GEOID18
 NO0449  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC18
 NO0449  HORZ ORDER      -  SECOND
 NO0449
 NO0449.The horizontal coordinates were established by classical geodetic methods
 NO0449.and adjusted by the National Geodetic Survey in August 1997.
 NO0449
 NO0449.The orthometric height was scaled from a topographic map.
 NO0449
 NO0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0449.GEOID18 height accuracy estimate available here.
 NO0449
 NO0449.Click photographs - Photos may exist for this station.
 NO0449
 NO0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0449
 NO0449. The following values were computed from the NAD 83(1995) position.
 NO0449
 NO0449;                    North         East     Units Scale Factor Converg.
 NO0449;SPC NE       -   332,341.652   437,564.453   MT  0.99992402   -0 30 21.7
 NO0449;SPC NE       - 1,090,357.57  1,435,576.04   sFT  0.99992402   -0 30 21.7
 NO0449;UTM  14      - 4,742,774.917   355,841.452   MT  0.99985567   -1 11 56.4
 NO0449
 NO0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0449!SPC NE       -   0.99986076  x   0.99992402  =   0.99978479
 NO0449!UTM  14      -   0.99986076  x   0.99985567  =   0.99971645
 NO0449
 NO0449:                Primary Azimuth Mark                     Grid Az
 NO0449:SPC NE       -  HOOPER AZ MK                             300 37 35.3
 NO0449:UTM  14      -  HOOPER AZ MK                             301 19 10.0
 NO0449
 NO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5584142774(NAD 83)
 NO0449
 NO0449|---------------------------------------------------------------------|
 NO0449| PID    Reference Object                     Distance      Geod. Az  |
 NO0449|                                                           dddmmss.s |
 NO0449| CO3722 HOOPER RM 1                          17.372 METERS 21345     |
 NO0449| CO3721 HOOPER AZ MK                                       3000713.6 |
 NO0449| CO3723 HOOPER RM 2                          38.215 METERS 33425     |
 NO0449|---------------------------------------------------------------------|
 NO0449
 NO0449                          SUPERSEDED SURVEY CONTROL
 NO0449
 NO0449  NAD 83(1986)-  42 49 26.26923(N)    100 45 48.92451(W) AD(       ) 2
 NO0449  NAD 27      -  42 49 26.24800(N)    100 45 47.41500(W) AD(       ) 2
 NO0449
 NO0449.Superseded values are not recommended for survey control.
 NO0449
 NO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0449.See file dsdata.pdf to determine how the superseded data were derived.
 NO0449
 NO0449_MARKER: DB = BENCH MARK DISK
 NO0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0449_STAMPING: HOOPER 1948
 NO0449_MARK LOGO: USGS
 NO0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0449+STABILITY: SURFACE MOTION
 NO0449
 NO0449  HISTORY     - Date     Condition        Report By
 NO0449  HISTORY     - 1948     MONUMENTED       USGS
 NO0449
 NO0449                          STATION DESCRIPTION
 NO0449
 NO0449'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0449'THE STATION IS LOCATED ABOUT 7.25 MILES SOUTH AND 0.5 OF A MILE
 NO0449'WEST OF CROOKSTON ON THE HIGHEST POINT OF A NORTH-SOUTH SAND
 NO0449'RIDGE.  IT IS ABOUT 40.0 FEET WEST-NORTHWEST OF A LONE ELM TREE
 NO0449'ON THE EAST SLOPE OF THE RIDGE, ABOUT 15.0 FEET WEST OF THE
 NO0449'EAST BREAK OF THE RIDGE, AND 4.7 FEET NORTH OF A WITNESS POST.
 NO0449'IT IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A
 NO0449'10 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NO0449'GROUND AND IS STAMPED HOOPER 1948.
 NO0449'
 NO0449'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE RIDGE
 NO0449'ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 3 INCHES
 NO0449'AND IS STAMPED HOOPER NO 1 1949.
 NO0449'
 NO0449'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ON A SMALL SAND
 NO0449'DUNE ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 3
 NO0449'INCHES AND IS STAMPED HOOPER NO 2 1949.
 NO0449'
 NO0449'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0449'NO. 2 IS 162.15 FEET.
 NO0449'
 NO0449'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE EAST OF A FARM HOUSE,
 NO0449'18.0 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1.0 FOOT
 NO0449'NORTH-NORTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 NO0449'STAMPED HOOPER 1949.
 NO0449'
 NO0449'TO REACH THE STATION FROM THE POST OFFICE IN CROOKSTON, GO
 NO0449'SOUTH ON THE MAIN STREET FOR 0.1 OF A MILE TO U.S. HIGHWAY
 NO0449'NO. 20, TURN LEFT ON U.S. HIGHWAY NO. 20 AND GO EAST FOR 0.2
 NO0449'OF A MILE TO A CROSSROAD, TURN RIGHT ACROSS A SMALL BRIDGE
 NO0449'AND CONTINUE SOUTH ON THE MAIN ROAD FOR 3.2 MILES TO A FORK,
 NO0449'TAKE THE LEFT FORK 1.1 MILES TO A FORK, TAKE THE RIGHT FORK
 NO0449'AND GO WESTERLY FOR 0.55 OF A MILE TO A FORK, TAKE THE LEFT
 NO0449'FORK AND GO SOUTH ON THE MAIN ROAD FOR 2.5 MILES TO A FORK,
 NO0449'TAKE THE LEFT FORK AND CONTINUE STRAIGHT AHEAD FOR ABOUT
 NO0449'0.05 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 NO0449'DESCRIBED, CONTINUE SOUTH ON MAIN ROAD FOR 0.2 OF A MILE TO
 NO0449'A CROSSROAD, TURN LEFT AND GO EAST ON A TRACK ROAD FOR 1.05
 NO0449'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND TURN
 NO0449'SHARP RIGHT THROUGH A WIRE GATE IN THE NORTHWEST CORNER OF A
 NO0449'PASTURE AND GO SOUTHEAST ALONG A RIDGE FOR ABOUT 1.0 MILE TO AN
 NO0449'EAST-WEST FENCE, HERE LET FENCE DOWN AND CONTINUE SOUTH FOR
 NO0449'ABOUT 150.0 FEET TO THE HIGHEST POINT AND THE STATION AS
 NO0449'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2112 ***********************************************************************
 MK2112  DESIGNATION -  HOOPER
 MK2112  PID         -  MK2112
 MK2112  STATE/COUNTY-  NE/DODGE
 MK2112  COUNTRY     -  US
 MK2112  USGS QUAD   -  HOOPER (2017)
 MK2112
 MK2112                         *CURRENT SURVEY CONTROL
 MK2112  ______________________________________________________________________
 MK2112* NAD 83(1995) POSITION- 41 35 47.46319(N) 096 34 42.05432(W)   ADJUSTED
 MK2112* NAVD 88 ORTHO HEIGHT -   397.83  (+/-2cm)     1305.2   (feet) VERTCON
 MK2112  ______________________________________________________________________
 MK2112  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 MK2112  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 MK2112  HORZ ORDER      -  FIRST
 MK2112  VERT ORDER      -  THIRD ? (See Below)
 MK2112
 MK2112.The horizontal coordinates were established by classical geodetic methods
 MK2112.and adjusted by the National Geodetic Survey in August 1997.
 MK2112
 MK2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2112
 MK2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2112.GEOID18 height accuracy estimate available here.
 MK2112
 MK2112.The vertical order pertains to the NGVD 29 superseded value.
 MK2112
 MK2112.Click photographs - Photos may exist for this station.
 MK2112
 MK2112.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2112
 MK2112. The following values were computed from the NAD 83(1995) position.
 MK2112
 MK2112;                    North         East     Units Scale Factor Converg.
 MK2112;SPC NE       -   201,400.296   785,098.732   MT  0.99965984   +2 16 03.1
 MK2112;SPC NE       -   660,760.80  2,575,778.09   sFT  0.99965984   +2 16 03.1
 MK2112;UTM  14      - 4,607,812.053   701,824.601   MT  1.00010129   +1 36 29.6
 MK2112
 MK2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2112!SPC NE       -   0.99994173  x   0.99965984  =   0.99960159
 MK2112!UTM  14      -   0.99994173  x   1.00010129  =   1.00004302
 MK2112
 MK2112:                Primary Azimuth Mark                     Grid Az
 MK2112:SPC NE       -  HOOPER AZ MK                             089 15 13.8
 MK2112:UTM  14      -  HOOPER AZ MK                             089 54 47.3
 MK2112
 MK2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0182407812(NAD 83)
 MK2112
 MK2112|---------------------------------------------------------------------|
 MK2112| PID    Reference Object                     Distance      Geod. Az  |
 MK2112|                                                           dddmmss.s |
 MK2112| CL7109 HOOPER RM 1                          25.201 METERS 06856     |
 MK2112| CL7108 HOOPER AZ MK                                       0913116.9 |
 MK2112| CL7110 HOOPER RM 2                          29.540 METERS 12728     |
 MK2112| CL7111 HOOPER RM 3                          30.663 METERS 13047     |
 MK2112|---------------------------------------------------------------------|
 MK2112
 MK2112                          SUPERSEDED SURVEY CONTROL
 MK2112
 MK2112  NAD 83(1986)-  41 35 47.46976(N)    096 34 42.05657(W) AD(       ) 1
 MK2112  NAD 27      -  41 35 47.47951(N)    096 34 40.98049(W) AD(       ) 1
 MK2112  NGVD 29             397.69   (m)         1304.8    (f) LEVELING    3  
 MK2112
 MK2112.Superseded values are not recommended for survey control.
 MK2112
 MK2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2112.See file dsdata.pdf to determine how the superseded data were derived.
 MK2112
 MK2112_MARKER: DS = TRIANGULATION STATION DISK
 MK2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2112_STAMPING: HOOPER 1968
 MK2112_MARK LOGO: CGS
 MK2112_PROJECTION: RECESSED 61 CENTIMETERS
 MK2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2112+STABILITY: SURFACE MOTION
 MK2112
 MK2112  HISTORY     - Date     Condition        Report By
 MK2112  HISTORY     - 1968     MONUMENTED       CGS
 MK2112  HISTORY     - 1974     GOOD             NGS
 MK2112  HISTORY     - 1975     GOOD             NEDR
 MK2112
 MK2112                          STATION DESCRIPTION
 MK2112
 MK2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2112'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SCRIBNER, 1-1/2
 MK2112'MILES WEST OF HOOPER AND ON PROPERTY OWNED BY MR. GLENN A.
 MK2112'HARTMANN.
 MK2112'
 MK2112'TO REACH THE STATION FROM THE INTERSECTION OF MAIN ST. AND U.S.
 MK2112'HIGHWAY 275 IN HOOPER, GO WEST ON U.S. HIGHWAY 275 FOR 0.6 MILE TO
 MK2112'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 MK2112'0.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRAVELED
 MK2112'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE
 MK2112'GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD AND THE STATION
 MK2112'ABOUT 100 FEET WEST OF THE INTERSECTION.
 MK2112'
 MK2112'THE STATION MARK IS A STANDARD DISK STAMPED HOOPER 1968, SET IN THE
 MK2112'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 FEET BELOW THE GROUND
 MK2112'SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 7
 MK2112'FEET NORTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 5
 MK2112'FEET NORTH OF A FENCE.
 MK2112'
 MK2112'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOOPER NO 1 1968, SET
 MK2112'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MK2112'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34.5 FEET
 MK2112'NORTH OF A FENCE CORNER, 32 FEET WEST OF THE CENTER OF THE GRAVELED
 MK2112'ROAD, 2 FEET SOUTHWEST OF A POWERLINE POLE AND 1 FOOT WEST OF A
 MK2112'FENCE.
 MK2112'
 MK2112'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOOPER NO 2 1968, SET IN
 MK2112'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 MK2112'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHWEST OF
 MK2112'THE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD, 6 FEET
 MK2112'NORTHWEST OF A POWERLINE POLE AND 3.5 FEET NORTH OF A FENCE.
 MK2112'
 MK2112'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOOPER 1968, SET IN THE
 MK2112'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 MK2112'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF
 MK2112'THE CENTER OF THE GRAVELED ROAD, 9 FEET WEST OF A FENCE CORNER,
 MK2112'2.5 FEET EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND
 MK2112'1.5 FEET NORTH OF A FENCE.
 MK2112'
 MK2112'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE GRAVELED
 MK2112'ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 MK2112
 MK2112                          STATION RECOVERY (1974)
 MK2112
 MK2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK2112'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MK2112'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 MK2112'1968.  REFERENCE MARK 2 WAS DESTROYED BY ROAD CONSTRUTION.
 MK2112'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE LINE OF SIGHT TO
 MK2112'THE AZIMUTH MARK IS OBSTRUCTED THIS DATE BY TALL WEEDS ALONG
 MK2112'FENCELINE.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERY
 MK2112'WITH THE ADDITIONAL DESCRIPTION FOR REFERENCE MARK 3 AS
 MK2112'FOLLOWS.
 MK2112'
 MK2112'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOOPER 1968 NO 3 1974,
 MK2112'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 MK2112'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 MK2112'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF
 MK2112'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3.5 FEET WEST-SOUTHWEST OF
 MK2112'A POWER POLE AND .08 FOOT EAST OF A METAL WITNESS POST WITH SIGN
 MK2112'ATTACHED.
 MK2112'
 MK2112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES WEST OF
 MK2112'HOOPER.
 MK2112
 MK2112                          STATION RECOVERY (1975)
 MK2112
 MK2112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MK2112'HOOPER 1968 STATION AND AZIMUTH FOUND AS DESCRIBED, AND IN GOOD
 MK2112'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0655 ***********************************************************************
 NP0655  DESIGNATION -  HOP
 NP0655  PID         -  NP0655
 NP0655  STATE/COUNTY-  NE/BOX BUTTE
 NP0655  COUNTRY     -  US
 NP0655  USGS QUAD   -  BOX BUTTE NW (2017)
 NP0655
 NP0655                         *CURRENT SURVEY CONTROL
 NP0655  ______________________________________________________________________
 NP0655* NAD 83(1995) POSITION- 42 22 56.57661(N) 102 54 41.33846(W)   ADJUSTED
 NP0655* NAVD 88 ORTHO HEIGHT -  1238.    (meters)     4062.    (feet) SCALED
 NP0655  ______________________________________________________________________
 NP0655  GEOID HEIGHT    -        -18.330 (meters)                     GEOID18
 NP0655  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 NP0655  HORZ ORDER      -  SECOND
 NP0655
 NP0655.The horizontal coordinates were established by classical geodetic methods
 NP0655.and adjusted by the National Geodetic Survey in August 1997.
 NP0655
 NP0655.The orthometric height was scaled from a topographic map.
 NP0655
 NP0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0655.GEOID18 height accuracy estimate available here.
 NP0655
 NP0655.Click photographs - Photos may exist for this station.
 NP0655
 NP0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0655
 NP0655. The following values were computed from the NAD 83(1995) position.
 NP0655
 NP0655;                    North         East     Units Scale Factor Converg.
 NP0655;SPC NE       -   287,056.309   260,330.045   MT  0.99977568   -1 55 46.0
 NP0655;SPC NE       -   941,783.91    854,099.49   sFT  0.99977568   -1 55 46.0
 NP0655;UTM  13      - 4,694,345.869   671,930.173   MT  0.99996371   +1 24 29.4
 NP0655
 NP0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0655!SPC NE       -   0.99980881  x   0.99977568  =   0.99958454
 NP0655!UTM  13      -   0.99980881  x   0.99996371  =   0.99977253
 NP0655
 NP0655:                Primary Azimuth Mark                     Grid Az
 NP0655:SPC NE       -  HOP AZ MK                                268 26 11.5
 NP0655:UTM  13      -  HOP AZ MK                                265 05 56.1
 NP0655
 NP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7193094345(NAD 83)
 NP0655
 NP0655|---------------------------------------------------------------------|
 NP0655| PID    Reference Object                     Distance      Geod. Az  |
 NP0655|                                                           dddmmss.s |
 NP0655| CQ3998 HOP RM 1                             18.002 METERS 08635     |
 NP0655| CQ3997 HOP AZ MK                                          2663025.5 |
 NP0655| CQ3999 HOP RM 2                             23.470 METERS 31719     |
 NP0655|---------------------------------------------------------------------|
 NP0655
 NP0655                          SUPERSEDED SURVEY CONTROL
 NP0655
 NP0655  NAD 83(1993)-  42 22 56.57634(N)    102 54 41.33818(W) AD(       ) 2
 NP0655  NAD 83(1986)-  42 22 56.57318(N)    102 54 41.33452(W) AD(       ) 2
 NP0655  NAD 27      -  42 22 56.70000(N)    102 54 39.63800(W) AD(       ) 2
 NP0655
 NP0655.Superseded values are not recommended for survey control.
 NP0655
 NP0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0655.See file dsdata.pdf to determine how the superseded data were derived.
 NP0655
 NP0655_MARKER: DS = TRIANGULATION STATION DISK
 NP0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0655_STAMPING: HOP 1946
 NP0655_MARK LOGO: CGS
 NP0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0655+STABILITY: SURFACE MOTION
 NP0655
 NP0655  HISTORY     - Date     Condition        Report By
 NP0655  HISTORY     - 1946     MONUMENTED       CGS
 NP0655  HISTORY     - 1967     GOOD             USAF
 NP0655  HISTORY     - 1990     GOOD             USPSQD
 NP0655
 NP0655                          STATION DESCRIPTION
 NP0655
 NP0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0655'LOCATED 20 MILES NORTH OF ALLIANCE, 50.2 FEET EAST OF
 NP0655'A FENCE CORNER, 27 FEET NORTH OF THE CENTERLINE OF A DIRT
 NP0655'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED HOP
 NP0655'1946 AND PROJECTS 4 INCHES.
 NP0655'
 NP0655'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTERLINE OF
 NP0655'THE DIRT ROAD AND 1 FOOT SOUTH OF THE WIRE FENCE.  IT IS
 NP0655'STAMPED HOP NO 1 1946 AND PROJECTS 6 INCHES.
 NP0655'
 NP0655'REFERENCE MARK NO. 2 IS 58.5 FEET NORTH OF THE FENCE CORNER
 NP0655'AND 35 FEET EAST OF THE CENTERLINE OF A TRACK ROAD.  IT IS
 NP0655'STAMPED HOP NO 2 1946 AND PROJECTS 6 INCHES.
 NP0655'
 NP0655'THE AZIMUTH MARK IS 0.15 MILE WEST OF A FARM YARD, 25 FEET
 NP0655'SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 2 FEET NORTH
 NP0655'OF A WIRE FENCE.  IT IS STAMPED HOP 1946 AND PROJECTS 12
 NP0655'INCHES.
 NP0655'
 NP0655'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0655'NO. 19 AND 2 AT THE EAST EDGE OF ALLIANCE, GO NORTH ON NO. 19
 NP0655'FOR 16.1 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 87.
 NP0655'CONTINUE NORTH ON A GRADED DIRT ROAD FOR 4.2 MILES, THEN
 NP0655'TURN LEFT (WEST) FOR 2.15 MILES TO THE STATION ON THE RIGHT.
 NP0655'
 NP0655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.6
 NP0655'MILE TO THE MARK ON THE LEFT.
 NP0655'
 NP0655'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NP0655
 NP0655                          STATION RECOVERY (1967)
 NP0655
 NP0655'RECOVERY NOTE BY US AIR FORCE 1967
 NP0655'STATION, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 NP0655'IN GOOD CONDITION.  THE 1946 ROUTE DESCRIPTION IS ADEQUATE
 NP0655'EXCEPT THAT HWY 19 IS PRESENTLY U.S. HWY 385.
 NP0655
 NP0655                          STATION RECOVERY (1990)
 NP0655
 NP0655'RECOVERY NOTE BY US POWER SQUADRON 1990 (JB)
 NP0655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1056 ***********************************************************************
 LH1056  DESIGNATION -  HOPE
 LH1056  PID         -  LH1056
 LH1056  STATE/COUNTY-  NE/GOSPER
 LH1056  COUNTRY     -  US
 LH1056  USGS QUAD   -  BERTRAND (2017)
 LH1056
 LH1056                         *CURRENT SURVEY CONTROL
 LH1056  ______________________________________________________________________
 LH1056* NAD 83(1995) POSITION- 40 34 27.53038(N) 099 40 49.41851(W)   ADJUSTED
 LH1056* NAVD 88 ORTHO HEIGHT -   772.    (meters)     2533.    (feet) SCALED
 LH1056  ______________________________________________________________________
 LH1056  GEOID HEIGHT    -        -24.476 (meters)                     GEOID18
 LH1056  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LH1056  HORZ ORDER      -  THIRD
 LH1056
 LH1056.The horizontal coordinates were established by classical geodetic methods
 LH1056.and adjusted by the National Geodetic Survey in August 1997.
 LH1056
 LH1056.The orthometric height was scaled from a topographic map.
 LH1056
 LH1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1056.GEOID18 height accuracy estimate available here.
 LH1056
 LH1056.Click photographs - Photos may exist for this station.
 LH1056
 LH1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1056
 LH1056. The following values were computed from the NAD 83(1995) position.
 LH1056
 LH1056;                    North         East     Units Scale Factor Converg.
 LH1056;SPC NE       -    82,320.922   527,056.610   MT  0.99978961   +0 12 42.5
 LH1056;SPC NE       -   270,081.22  1,729,184.89   sFT  0.99978961   +0 12 42.5
 LH1056;UTM  14      - 4,491,726.040   442,411.045   MT  0.99964082   -0 26 33.2
 LH1056
 LH1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1056!SPC NE       -   0.99988270  x   0.99978961  =   0.99967234
 LH1056!UTM  14      -   0.99988270  x   0.99964082  =   0.99952357
 LH1056
 LH1056:                Primary Azimuth Mark                     Grid Az
 LH1056:SPC NE       -  HOPE AZ MK                               002 46 08.0
 LH1056:UTM  14      -  HOPE AZ MK                               003 25 23.7
 LH1056
 LH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4241191726(NAD 83)
 LH1056
 LH1056|---------------------------------------------------------------------|
 LH1056| PID    Reference Object                     Distance      Geod. Az  |
 LH1056|                                                           dddmmss.s |
 LH1056| CQ5578 HOPE RM 1                            12.414 METERS 00012     |
 LH1056| CN8811 HOPE AZ MK                                         0025850.5 |
 LH1056| CQ5579 HOPE RM 2                            21.795 METERS 08828     |
 LH1056| LH1057 BERTRAND MUNICIPAL TANK             APPROX. 6.3 KM 1413347.7 |
 LH1056| LH1058 BERTRAND IMMAN LUTH CH CROSS        APPROX. 6.8 KM 1431909.1 |
 LH1056|---------------------------------------------------------------------|
 LH1056
 LH1056                          SUPERSEDED SURVEY CONTROL
 LH1056
 LH1056  NAD 83(1986)-  40 34 27.53619(N)    099 40 49.42159(W) AD(       ) 3
 LH1056  NAD 27      -  40 34 27.51800(N)    099 40 48.02100(W) AD(       ) 3
 LH1056
 LH1056.Superseded values are not recommended for survey control.
 LH1056
 LH1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1056.See file dsdata.pdf to determine how the superseded data were derived.
 LH1056
 LH1056_MARKER: DS = TRIANGULATION STATION DISK
 LH1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1056_STAMPING: HOPE 1951
 LH1056_MARK LOGO: CGS
 LH1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1056+STABILITY: SURFACE MOTION
 LH1056
 LH1056  HISTORY     - Date     Condition        Report By
 LH1056  HISTORY     - 1951     MONUMENTED       CGS
 LH1056  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1056
 LH1056                          STATION DESCRIPTION
 LH1056
 LH1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1056'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF BERTRAND, 0.3
 LH1056'MILE NORTH OF THE HOPE LUTHERAN CHURCH AND ON THE WEST
 LH1056'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.  IT IS 42.0 FEET
 LH1056'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 24.0 FEET
 LH1056'NORTH OF POWER LINE POLE NO. 317 AND 4.0 FEET NORTH OF A
 LH1056'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED HOPE 1951.
 LH1056'
 LH1056'REFERENCE MARK NO. 1 IS 42.0 FEET WEST OF THE CENTER OF A
 LH1056'NORTH-SOUTH GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED
 LH1056'HOPE NO 1 1951.
 LH1056'
 LH1056'REFERENCE MARK NO. 2 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1056'NORTH-SOUTH GRAVELED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 LH1056'IT PROJECTS 3 INCHES AND IS STAMPED HOPE NO 2 1951.
 LH1056'
 LH1056'THE DISTANCE BETWEEN REFERENCE MARKS IS 81.2 FEET.
 LH1056'
 LH1056'THE AZIMUTH MARK IS LOCATED 0.25 MILE NORTH OF THE STATION AND ON
 LH1056'THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.  IT IS
 LH1056'27.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 1.5
 LH1056'FEET WEST OF A NORTH-SOUTH FENCE LINE AND A TELEPHONE POLE AND
 LH1056'1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS
 LH1056'STAMPED HOPE 1951.
 LH1056'
 LH1056'TO REACH THE STATION FROM THE DEPOT IN BERTRAND, GO SOUTH ON THE
 LH1056'MAIN STREET FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 23.
 LH1056'TURN RIGHT AND GO WEST, NORTH AND NORTHWEST ON STATE HIGHWAY 23
 LH1056'FOR 3.1 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVELED
 LH1056'ROAD FOR 1.6 MILES TO THE HOPE LUTHERAN CHURCH ON THE RIGHT,
 LH1056'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO POWERLINE
 LH1056'POLE NO. 317 AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1056
 LH1056                          STATION RECOVERY (2006)
 LH1056
 LH1056'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1056'SEARCHED FOR BUT COULD NOT FIND THE STATION, REFERENCE MARK NO. 1 OR
 LH1056'THE AZIMUTH MARK.  FOUND REFERENCE MARK NO. 2 AND ITS CONCRETE
 LH1056'MONUMENT OUT OF THE GROUND AND LYING ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1059 ***********************************************************************
 LH1059  DESIGNATION -  HOPE LUTHERAN CHURCH BELFRY
 LH1059  PID         -  LH1059
 LH1059  STATE/COUNTY-  NE/GOSPER
 LH1059  COUNTRY     -  US
 LH1059  USGS QUAD   -  BERTRAND (2017)
 LH1059
 LH1059                         *CURRENT SURVEY CONTROL
 LH1059  ______________________________________________________________________
 LH1059* NAD 83(1995) POSITION- 40 34 02.40389(N) 099 40 47.96845(W)   ADJUSTED
 LH1059  ______________________________________________________________________
 LH1059  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 LH1059  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 LH1059  HORZ ORDER      -  THIRD
 LH1059
 LH1059.The horizontal coordinates were established by classical geodetic methods
 LH1059.and adjusted by the National Geodetic Survey in August 1997.
 LH1059
 LH1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1059.GEOID18 height accuracy estimate available here.
 LH1059
 LH1059.Click photographs - Photos may exist for this station.
 LH1059
 LH1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1059
 LH1059. The following values were computed from the NAD 83(1995) position.
 LH1059
 LH1059;                    North         East     Units Scale Factor Converg.
 LH1059;SPC NE       -    81,546.164   527,093.577   MT  0.99979157   +0 12 43.4
 LH1059;SPC NE       -   267,539.37  1,729,306.18   sFT  0.99979157   +0 12 43.4
 LH1059;UTM  14      - 4,490,951.026   442,439.157   MT  0.99964078   -0 26 32.1
 LH1059
 LH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4243990951(NAD 83)
 LH1059
 LH1059                          SUPERSEDED SURVEY CONTROL
 LH1059
 LH1059  NAD 83(1986)-  40 34 02.40924(N)    099 40 47.97139(W) AD(       ) 3
 LH1059  NAD 27      -  40 34 02.38500(N)    099 40 46.56200(W) AD(       ) 3
 LH1059
 LH1059.Superseded values are not recommended for survey control.
 LH1059
 LH1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1059.See file dsdata.pdf to determine how the superseded data were derived.
 LH1059
 LH1059_MARKER: 75 = BELFRY
 LH1059
 LH1059  HISTORY     - Date     Condition        Report By
 LH1059  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1059  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1059
 LH1059                          STATION DESCRIPTION
 LH1059
 LH1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1059'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF BERTRAND,
 LH1059'3.5 MILES EAST OF SMITHFIELD AND 70 FEET EAST OF THE CENTER OF
 LH1059'A NORTH-SOUTH GRAVELED ROAD.
 LH1059'
 LH1059'IT IS A BELFRY ON THE WEST END OF A WHITE FRAME CHURCH.  THE
 LH1059'OVERALL HEIGHT IS 70 FEET.
 LH1059'
 LH1059'THE POINT OBSERVED UPON WAS THE APEX OF THE BELFRY.
 LH1059'
 LH1059'TO REACH THE STATION FROM THE DEPOT IN SMITHFIELD, GO SOUTH ON
 LH1059'A GRAVELED ROAD FOR 0.05 MILE TO STATE HIGHWAY 23, TURN LEFT AND
 LH1059'GO SOUTHEAST ON STATE HIGHWAY 23 FOR 3.3 MILES TO A CROSS ROAD.
 LH1059'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.5 MILES TO THE
 LH1059'STATION ON THE RIGHT AS DESCRIBED.
 LH1059
 LH1059                          STATION RECOVERY (2006)
 LH1059
 LH1059'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1059'THE CURRENT HOPE LUTHERAN CHURCH IS BRICK WITH A SPIRE AT THE
 LH1059'SOUTHEAST CORNER AND A CORNERSTONE DATE OF 1954.  THE PRESENT SPIRE IS
 LH1059'ABOUT 100 FEET EAST-NORTHEAST OF THE LOCATION OF THE PUBLISHGED
 LH1059'COORDINATES FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1384 ***********************************************************************
 LF1384  FBN         -  This is a Federal Base Network Control Station.
 LF1384  DESIGNATION -  HORALEK
 LF1384  PID         -  LF1384
 LF1384  STATE/COUNTY-  NE/RICHARDSON
 LF1384  COUNTRY     -  US
 LF1384  USGS QUAD   -  HUMBOLDT SW (2017)
 LF1384
 LF1384                         *CURRENT SURVEY CONTROL
 LF1384  ______________________________________________________________________
 LF1384* NAD 83(2011) POSITION- 40 07 00.30296(N) 095 58 36.58611(W)   ADJUSTED
 LF1384* NAD 83(2011) ELLIP HT-   329.497 (meters)        (06/27/12)   ADJUSTED
 LF1384* NAD 83(2011) EPOCH   -  2010.00
 LF1384* NAVD 88 ORTHO HEIGHT -   358.9   (meters)     1177.    (feet) GPS OBS
 LF1384  ______________________________________________________________________
 LF1384  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LF1384  GEOID HEIGHT    -        -29.408 (meters)                     GEOID93
 LF1384  GEOID HEIGHT    -        -29.434 (meters)                     GEOID18
 LF1384  NAD 83(2011) X  -   -508,616.906 (meters)                     COMP
 LF1384  NAD 83(2011) Y  - -4,858,064.320 (meters)                     COMP
 LF1384  NAD 83(2011) Z  -  4,088,120.015 (meters)                     COMP
 LF1384  LAPLACE CORR    -         -7.90  (seconds)                    DEFLEC18
 LF1384
 LF1384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1384  Standards:
 LF1384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1384  -------------------------------------------------------------------
 LF1384  NETWORK    0.35   0.84           0.16   0.12   0.43      0.01114730
 LF1384  -------------------------------------------------------------------
 LF1384  Click here for local accuracies and other accuracy information.
 LF1384
 LF1384.The horizontal coordinates were established by GPS observations
 LF1384.and adjusted by the National Geodetic Survey in June 2012.
 LF1384
 LF1384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1384.been affixed to the stable North American tectonic plate. See 
 LF1384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1384
 LF1384.The horizontal coordinates are valid at the epoch date displayed above
 LF1384.which is a decimal equivalence of Year/Month/Day.
 LF1384
 LF1384.The orthometric height was determined by GPS observations and a
 LF1384.high-resolution geoid model.
 LF1384
 LF1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1384.GEOID18 height accuracy estimate available here.
 LF1384
 LF1384.Click photographs - Photos may exist for this station.
 LF1384
 LF1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1384
 LF1384.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1384
 LF1384.The ellipsoidal height was determined by GPS observations
 LF1384.and is referenced to NAD 83.
 LF1384
 LF1384. The following values were computed from the NAD 83(2011) position.
 LF1384
 LF1384;                    North         East     Units Scale Factor Converg.
 LF1384;SPC NE       -    39,447.230   842,827.080   MT  0.99994927   +2 39 58.1
 LF1384;SPC NE       -   129,419.79  2,765,175.18   sFT  0.99994927   +2 39 58.1
 LF1384;UTM  15      - 4,444,964.034   246,312.433   MT  1.00039233   -1 55 08.9
 LF1384;UTM  14      - 4,445,097.416   757,637.407   MT  1.00041720   +1 56 56.6
 LF1384
 LF1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1384!SPC NE       -   0.99994831  x   0.99994927  =   0.99989759
 LF1384!UTM  15      -   0.99994831  x   1.00039233  =   1.00034062
 LF1384!UTM  14      -   0.99994831  x   1.00041720  =   1.00036549
 LF1384
 LF1384:                Primary Azimuth Mark                     Grid Az
 LF1384:SPC NE       -  HORALEK AZ MK                            018 15 44.9
 LF1384:UTM  15      -  HORALEK AZ MK                            022 50 51.9
 LF1384:UTM  14      -  HORALEK AZ MK                            018 58 46.4
 LF1384
 LF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4631244964(NAD 83)
 LF1384
 LF1384|---------------------------------------------------------------------|
 LF1384| PID    Reference Object                     Distance      Geod. Az  |
 LF1384|                                                           dddmmss.s |
 LF1384| CL7112 HORALEK AZ MK                                      0205543.0 |
 LF1384| LF1386 HUMBOLDT MUNICIPAL TANK             APPROX. 6.6 KM 0222754.9 |
 LF1384| LF1379 DAWSON MUNICIPAL TANK               APPROX.12.7 KM 0795727.5 |
 LF1384| CL7113 HORALEK RM 1                         39.843 METERS 09052     |
 LF1384| CL7114 HORALEK RM 2                         39.483 METERS 26720     |
 LF1384|---------------------------------------------------------------------|
 LF1384
 LF1384                          SUPERSEDED SURVEY CONTROL
 LF1384
 LF1384  NAD 83(2007)-  40 07 00.30296(N)    095 58 36.58682(W) AD(2002.00) 0
 LF1384  ELLIP H (02/10/07)  329.518  (m)                       GP(2002.00)    
 LF1384  ELLIP H (07/10/01)  329.497  (m)                       GP(       ) 4 1
 LF1384  NAD 83(1995)-  40 07 00.30296(N)    095 58 36.58619(W) AD(       ) B
 LF1384  ELLIP H (06/25/96)  329.584  (m)                       GP(       ) 1 1
 LF1384  NAD 83(1986)-  40 07 00.31181(N)    095 58 36.58370(W) AD(       ) 1
 LF1384  NAD 27      -  40 07 00.31300(N)    095 58 35.58800(W) AD(       ) 1
 LF1384
 LF1384.Superseded values are not recommended for survey control.
 LF1384
 LF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1384.See file dsdata.pdf to determine how the superseded data were derived.
 LF1384
 LF1384_MARKER: DS = TRIANGULATION STATION DISK
 LF1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1384_STAMPING: HORALEK 1934
 LF1384_MARK LOGO: CGS
 LF1384_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1384+STABILITY: SURFACE MOTION
 LF1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1384+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 LF1384
 LF1384  HISTORY     - Date     Condition        Report By
 LF1384  HISTORY     - 1934     MONUMENTED       CGS
 LF1384  HISTORY     - 1947     GOOD             CGS
 LF1384  HISTORY     - 1975     GOOD             NGS
 LF1384  HISTORY     - 19950330 GOOD             NGS
 LF1384  HISTORY     - 20000605 GOOD             NEDR
 LF1384  HISTORY     - 20020916 GOOD             NGS
 LF1384  HISTORY     - 20030205 GOOD             NEDR
 LF1384  HISTORY     - 20030722 GOOD             NEDR
 LF1384  HISTORY     - 20080605 GOOD             INDIV
 LF1384  HISTORY     - 20211201 GOOD             NEGS
 LF1384
 LF1384                          STATION DESCRIPTION
 LF1384
 LF1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1384'STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF HUMBOLDT, IN THE SOUTH
 LF1384'EDGE OF THE SOUTHEAST QUARTER OF SEC. 20, T. 2 N., R. 13 E., ON A
 LF1384'PROMINENT HILL (THE HIGHEST IN THE VICINITY).  THE MARK
 LF1384'IS ON THE SOUTH EDGE OF A CULTIVATED FIELD, ON THE NORTH SIDE
 LF1384'OF A DIRT EAST-AND-WEST ROAD AND 8 FEET NORTH OF AN EAST-AND-WEST
 LF1384'FENCE.  UNDERGROUND MARK SET AS DESCRIBED.
 LF1384'
 LF1384'TO REACH FROM HUMBOLDT GO EAST 1 BLOCK FROM MAIN STREET CORNER,
 LF1384'THEN SOUTH ON GRAVEL ROAD FOR 2.1 MILES, THEN WEST 0.5 MILE,
 LF1384'SOUTH 1.0 MILE TO A DIRT EAST-AND-WEST ROAD, THEN WEST 1.2 MILES
 LF1384'TO TOP OF HILL AND STATION ON THE NORTH.
 LF1384'
 LF1384'REFERENCE MARK NO. 1 IS EAST OF STATION 39.865
 LF1384'METERS (130.79 FEET) ON NORTH SIDE OF EAST-AND-WEST ROAD ALONG
 LF1384'EAST-AND-WEST FENCE.
 LF1384'
 LF1384'REFERENCE MARK NO. 2 IS WEST OF STATION 39.484
 LF1384'METERS (192.54 FEET), ON NORTH SIDE OF EAST-AND-WEST ROAD, ALONG
 LF1384'EAST-AND-WEST FENCE.
 LF1384'
 LF1384'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION ON
 LF1384'WEST SIDE OF A NORTH-AND-SOUTH ROAD 30 FEET FROM CENTERLINE
 LF1384'AND ON INSIDE OF FENCE CORNER.
 LF1384'
 LF1384'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LF1384
 LF1384                          STATION RECOVERY (1947)
 LF1384
 LF1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF1384'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 LF1384'GOOD CONDITION.  THE 1934 DIRECTIONS TO THE AZIMUTH MARK AND
 LF1384'REFERENCE MARKS COULD NOT BE CHECKED, THIS WAS DISCOVERED IN THE
 LF1384'FIELD AND A CHECK WAS MADE, THE COMPARISON IS SHOWN ON CARD 2.
 LF1384'
 LF1384'A COMPLETE DESCRIPTION FOLLOWS.
 LF1384'
 LF1384'THE STATION IS LOCATED IN AN EAST-WEST FENCE LINE ON THE SUMMIT
 LF1384'OF A PROMINENT HILL, ABOUT 4-3/4 MILES SOUTHWEST OF HUMBOLDT,
 LF1384'29 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 26 FEET WEST OF
 LF1384'THE CENTER OF A BOARD GATE, 13.5 FEET WEST OF A POWER LINE POLE,
 LF1384'AND 5.5 FEET WEST OF A WITNESS POST.  IT
 LF1384'PROJECTS 2 INCHES AND IS STAMPED HORALEK 1934.
 LF1384'
 LF1384'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 25 FEET NORTH OF THE
 LF1384'CENTER OF A GRAVELED ROAD AND 5.5 FEET SOUTH OF AN EAST-WEST
 LF1384'RIGHT-OF-WAY FENCE LINE.  IT PROJECTS ABOUT 18 INCHES AND IS
 LF1384'STAMPED HORALEK NO 1 1934.
 LF1384'
 LF1384'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 25 FEET NORTH OF
 LF1384'THE CENTER OF A GRAVELED ROAD AND 6 FEET SOUTH OF AN EAST-WEST
 LF1384'RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 12 INCHES AND IS STAMPED
 LF1384'HORALEK NO 2 1934.
 LF1384'
 LF1384'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTHEAST OF THE STATION,
 LF1384'30 FEET WEST OF THE CENTER OF A DIRT ROAD, 2.5 FEET SOUTHWEST
 LF1384'OF A FENCE CORNER, AND 2 FEET WEST OF A WITNESS POST.  IT PROJECTS
 LF1384'2 INCHES AND IS STAMPED HORALEK AZI 1934.
 LF1384'
 LF1384'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 LF1384'IN HUMBOLDT, TO EAST 1 BLOCK, TURN RIGHT, SOUTH, AND GO 2.1 MILE
 LF1384'TO A T INTERSECTION, TURN RIGHT, WEST, AND GO 0.5 MILE, TURN LEFT,
 LF1384'SOUTH, FOR 1 MILE TO A DIM CROSSROAD, TURN RIGHT, WEST, AND GO
 LF1384'1.2 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT
 LF1384'AS DESCRIBED.
 LF1384'
 LF1384'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2 MILE,
 LF1384'TURN LEFT, NORTH, AND GO 0.4 MILE TO THE TOP OF A GRADE AND
 LF1384'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LF1384'
 LF1384'A 4 FOOT SIGNAL AT BURK 1934 IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'AN 87 FOOT SIGNAL AT SASKA 1934 IS VISIBLE AT 20 FEET.
 LF1384'
 LF1384'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 20 FEET.
 LF1384'
 LF1384'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'A 74 FOOT SIGNAL AT STEINAUER IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'A 47 FOOT SIGNAL AT TABLE IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'A 87 FOOT SIGNAL AT STUTHEIT 1934 IS VISIBLE AT 4 FEET.
 LF1384
 LF1384                          STATION RECOVERY (1975)
 LF1384
 LF1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF1384'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 AND THE
 LF1384'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 LF1384'IS A DESCRIPTION FOR A ROUTE TO REACH THE STATION.
 LF1384'
 LF1384'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CITY SQUARE
 LF1384'IN HUMBOLDT, GO EAST ONE BLOCK, TURN RIGHT AND GO SOUTH ON STATE
 LF1384'HIGHWAY 305 FOR 3.45 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST
 LF1384'ON A GRAVELED ROAD FOR 1.25 MILES TO TOP OF A HILL, MR. ERNEST
 LF1384'BLECHE FARM HOME ON THE LEFT AND THE STATION ON THE RIGHT.
 LF1384'
 LF1384'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE STATION MARK.
 LF1384'
 LF1384'A METAL WITNESS POST WAS SET 3 FEET EAST OF THE AZIMUTH MARK.
 LF1384'
 LF1384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-3/4 MILES
 LF1384'SOUTHWEST OF HUMBOLDT.
 LF1384
 LF1384                          STATION RECOVERY (1995)
 LF1384
 LF1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LF1384'TO REACH THE MARK FROM THE STATE HIGHWAY 105 BRIDGE OVER THE BIG
 LF1384'NEMAHA RIVER AT HUMBOLDT, GO SOUTH ON THE HIGHWAY FOR 3.05 MI (4.91
 LF1384'KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.2 MI (1.9
 LF1384'KM) TO THE CREST OF A HILL AND THE MARK ON THE RIGHT, NORTH-NORTHEAST
 LF1384'AND ACROSS THE ROAD FROM THE ERNEST BLECHA HOUSE, ON COUNTY ROAD
 LF1384'RIGHT-OF-WAY, IN THE SE1/4, SEC20, T2N, R13E AND ADJACENT TO PROPERTY
 LF1384'OWNED BY ERNEST BLECHA.  THE DISK IS SET INTO THE TOP OF A ROUND
 LF1384'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 150.4 FT (45.8
 LF1384'M) NORTHEAST FROM THE NORTHWEST CORNER OF THE FOUNDATION OF THE FARM
 LF1384'HOUSE, 36.8 FT (11.2 M) WEST FROM A UTILITY POLE, 28.5 FT (8.7 M)
 LF1384'NORTH FROM THE CENTERLINE OF THE ROAD, 25.5 FT (7.8 M) WEST FROM THE
 LF1384'CENTERLINE OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST FROM A WITNESS
 LF1384'POST AND IS ABOUT LEVEL WITH THE ROAD.  A LENGTH OF REBAR WAS DRIVEN
 LF1384'ALONG THE SOUTH SIDE OF THE MARK.
 LF1384
 LF1384                          STATION RECOVERY (2000)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384
 LF1384                          STATION RECOVERY (2002)
 LF1384
 LF1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384
 LF1384                          STATION RECOVERY (2003)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (PJS)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384'
 LF1384
 LF1384                          STATION RECOVERY (2003)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (PS)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384
 LF1384                          STATION RECOVERY (2008)
 LF1384
 LF1384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF1384'RECOVERED IN GOOD CONDITION.
 LF1384
 LF1384                          STATION RECOVERY (2021)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 LF1384'FROM THE INTERSECTION OF NE. HWY. 4 AND NE. HWY. 105 IN HUMBOLDT, NE.,
 LF1384'GO SOUTH ON NE. HWY. 105 APPROX. 4.25 MI (6.84 KM) TO THE INTERSECTION
 LF1384'OF NE. HWY. 105 AND CO. ROAD 710.  TURN RIGHT AND GO WEST APPROX. 1.2
 LF1384'MI (1.9 KM) TO THE MARK ON THE RIGHT.
 LF1384'
 LF1384'THE MARK IS 28.0 FT (8.5 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 LF1384'710, 25.0 FT (7.6 M) WEST OF THE CENTERLINE OF A FARM DRIVE (SOUTH),
 LF1384'1.5 FT (0.5 M) WEST OF THE BOTTOM OF A STEEL WITNESS POST, 44.0 FT
 LF1384'(13.4 M) NNW OF THE FACE OF A BLECHA FARM MAIL BOX , 14.20 FT (4.3 M)
 LF1384'WSW OF A NAIL IN THE TOP OF A LONE FENCE POST AND 36.8 FT (11.2 M)
 LF1384'WEST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0937 ***********************************************************************
 LG0937  DESIGNATION -  HORATY
 LG0937  PID         -  LG0937
 LG0937  STATE/COUNTY-  NE/FILLMORE
 LG0937  COUNTRY     -  US
 LG0937  USGS QUAD   -  GENEVA SW (2017)
 LG0937
 LG0937                         *CURRENT SURVEY CONTROL
 LG0937  ______________________________________________________________________
 LG0937* NAD 83(1995) POSITION- 40 33 33.71609(N) 097 43 44.32527(W)   ADJUSTED
 LG0937* NAVD 88 ORTHO HEIGHT -   519.    (meters)     1703.    (feet) SCALED
 LG0937  ______________________________________________________________________
 LG0937  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 LG0937  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 LG0937  HORZ ORDER      -  THIRD
 LG0937
 LG0937.The horizontal coordinates were established by classical geodetic methods
 LG0937.and adjusted by the National Geodetic Survey in August 1997.
 LG0937
 LG0937.The orthometric height was scaled from a topographic map.
 LG0937
 LG0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0937.GEOID18 height accuracy estimate available here.
 LG0937
 LG0937.Click photographs - Photos may exist for this station.
 LG0937
 LG0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0937
 LG0937. The following values were computed from the NAD 83(1995) position.
 LG0937
 LG0937;                    North         East     Units Scale Factor Converg.
 LG0937;SPC NE       -    83,136.746   692,277.784   MT  0.99979384   +1 30 18.0
 LG0937;SPC NE       -   272,757.81  2,271,248.03   sFT  0.99979384   +1 30 18.0
 LG0937;UTM  14      - 4,490,620.478   607,604.878   MT  0.99974252   +0 49 35.6
 LG0937
 LG0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0937!SPC NE       -   0.99992271  x   0.99979384  =   0.99971656
 LG0937!UTM  14      -   0.99992271  x   0.99974252  =   0.99966525
 LG0937
 LG0937:                Primary Azimuth Mark                     Grid Az
 LG0937:SPC NE       -  HORATY AZ MK                             180 27 46.7
 LG0937:UTM  14      -  HORATY AZ MK                             181 08 29.1
 LG0937
 LG0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0760490620(NAD 83)
 LG0937
 LG0937|---------------------------------------------------------------------|
 LG0937| PID    Reference Object                     Distance      Geod. Az  |
 LG0937|                                                           dddmmss.s |
 LG0937| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.10.2 KM 1042918.2 |
 LG0937| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.11.0 KM 1092928.3 |
 LG0937| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.11.4 KM 1104639.7 |
 LG0937| CQ5582 HORATY AZ MK                                       1815804.7 |
 LG0937| CQ5583 HORATY RM 1                          27.533 METERS 20028     |
 LG0937| CQ5584 HORATY RM 2                          20.498 METERS 35024     |
 LG0937|---------------------------------------------------------------------|
 LG0937
 LG0937                          SUPERSEDED SURVEY CONTROL
 LG0937
 LG0937  NAD 83(1986)-  40 33 33.72335(N)    097 43 44.32687(W) AD(       ) 3
 LG0937  NAD 27      -  40 33 33.70200(N)    097 43 43.14800(W) AD(       ) 3
 LG0937
 LG0937.Superseded values are not recommended for survey control.
 LG0937
 LG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0937.See file dsdata.pdf to determine how the superseded data were derived.
 LG0937
 LG0937_MARKER: DS = TRIANGULATION STATION DISK
 LG0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0937_STAMPING: HORATY 1950
 LG0937_MARK LOGO: CGS
 LG0937_PROJECTION: RECESSED 5 CENTIMETERS
 LG0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0937+STABILITY: SURFACE MOTION
 LG0937
 LG0937  HISTORY     - Date     Condition        Report By
 LG0937  HISTORY     - 1950     MONUMENTED       CGS
 LG0937
 LG0937                          STATION DESCRIPTION
 LG0937
 LG0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0937'STATION IS LOCATED ABOUT 7-1/2 MILES WEST NORTHWEST OF GENEVA AND
 LG0937'5 MILES SOUTH SOUTHWEST OF GRAFTON ON A SMALL HILL IN THE FRONT
 LG0937'LAWN OF THE FARM HOME OF RAYMOND HORATY.  STATION IS 29 FEET WEST
 LG0937'OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 35 FEET SOUTH OF THE
 LG0937'CENTERLINE OF DRIVEWAY AND 6 FEET NORTH OF THE NORTH EDGE OF
 LG0937'SIDEWALK.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE AND THE
 LG0937'DISK IS STAMPED HORATY 1950.
 LG0937'
 LG0937'REFERENCE MARK NO. 1 IS 31 FEET WEST OF FENCE CORNER, 14 FEET
 LG0937'SOUTH OF THE CENTERLINE OF DRIVEWAY AND 1 FOOT NORTH OF FENCE.
 LG0937'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HORATY
 LG0937'NO 1 1950.
 LG0937'
 LG0937'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTERLINE OF ROAD,
 LG0937'24 FEET NORTH OF THE CENTERLINE OF DRIVEWAY AND 2 FEET SOUTHEAST
 LG0937'OF TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LG0937'DISK IS STAMPED HORATY NO 2 1950.
 LG0937'
 LG0937'AZIMUTH MARK IS 38 PACES WEST OF CENTERLINE OF ROAD, 31 FEET
 LG0937'NORTH OF CENTERLINE OF LITTLE USED SECTION LINE ROAD, 4 FEET
 LG0937'EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LG0937'ABOUT 4 INCHES AND THE DISK IS STAMPED HORATY 1950.
 LG0937'
 LG0937'TO REACH THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN GENEVA
 LG0937'GO WEST ON STATE ROUTE 41 FOR 5.5 MILES TO CROSSROADS.  TURN
 LG0937'RIGHT AND GO NORTH FOR 2.0 MILES TO CROSSROADS AND AZIMUTH MARK ON
 LG0937'LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.4 MILE TO FARMHOUSE AND
 LG0937'STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LG0937'
 LG0937'A 74 FOOT SIGNAL AT STATION GRAFTON IS V.G.
 LG0937'
 LG0937'AN 87 FOOT SIGNAL AT STATION GENEVA IS V.G.
 LG0937'
 LG0937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1928 ***********************************************************************
 MK1928  DESIGNATION -  HORDVILLE LUTH CH STEEPLE
 MK1928  PID         -  MK1928
 MK1928  STATE/COUNTY-  NE/HAMILTON
 MK1928  COUNTRY     -  US
 MK1928  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1928
 MK1928                         *CURRENT SURVEY CONTROL
 MK1928  ______________________________________________________________________
 MK1928* NAD 83(1995) POSITION- 41 04 52.10105(N) 097 53 15.33294(W)   ADJUSTED
 MK1928  ______________________________________________________________________
 MK1928  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 MK1928  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 MK1928  HORZ ORDER      -  THIRD
 MK1928
 MK1928.The horizontal coordinates were established by classical geodetic methods
 MK1928.and adjusted by the National Geodetic Survey in August 1997.
 MK1928
 MK1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1928.GEOID18 height accuracy estimate available here.
 MK1928
 MK1928.Click photographs - Photos may exist for this station.
 MK1928
 MK1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1928
 MK1928. The following values were computed from the NAD 83(1995) position.
 MK1928
 MK1928;                    North         East     Units Scale Factor Converg.
 MK1928;SPC NE       -   140,706.746   677,436.255   MT  0.99968590   +1 23 59.6
 MK1928;SPC NE       -   461,635.38  2,222,555.45   sFT  0.99968590   +1 23 59.6
 MK1928;UTM  14      - 4,548,360.457   593,441.165   MT  0.99970746   +0 43 51.8
 MK1928
 MK1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9344148360(NAD 83)
 MK1928
 MK1928                          SUPERSEDED SURVEY CONTROL
 MK1928
 MK1928  NAD 83(1986)-  41 04 52.10856(N)    097 53 15.33538(W) AD(       ) 3
 MK1928  NAD 27      -  41 04 52.05600(N)    097 53 14.13600(W) AD(       ) 3
 MK1928
 MK1928.Superseded values are not recommended for survey control.
 MK1928
 MK1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1928.See file dsdata.pdf to determine how the superseded data were derived.
 MK1928
 MK1928
 MK1928  HISTORY     - Date     Condition        Report By
 MK1928  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1928
 MK1928                          STATION DESCRIPTION
 MK1928
 MK1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1928'THE STATION IS LOCATED IN THE NORTH EDGE OF HORDVILLE, AT THE
 MK1928'SOUTH SIDE OF A CEMETERY AND THE EAST SIDE OF THE CITY PARK.
 MK1928'IT IS A WOODEN STRUCTURE, PAINTED WHITE AND THE STEEPLE IS
 MK1928'APPROXIMATELY 70 FEET HIGH.
 MK1928'
 MK1928'THE POINT INTERSECTED WAS THE TOP OF STEEPLE.
 MK1928'
 MK1928'TO REACH FROM THE RAILROAD STATION, GO NORTH ON THE MAIN STREET
 MK1928'2 BLOCKS, TURN RIGHT (EAST) 0.05 MILE TO A SIDE STREET LEFT,
 MK1928'TURN LEFT ALONG THE EAST SIDE OF THE PARK 0.05 MILE TO THE
 MK1928'STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1927 ***********************************************************************
 MK1927  DESIGNATION -  HORDVILLE MUNICIPAL TANK
 MK1927  PID         -  MK1927
 MK1927  STATE/COUNTY-  NE/HAMILTON
 MK1927  COUNTRY     -  US
 MK1927  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1927
 MK1927                         *CURRENT SURVEY CONTROL
 MK1927  ______________________________________________________________________
 MK1927* NAD 83(1995) POSITION- 41 04 45.38800(N) 097 53 15.76162(W)   ADJUSTED
 MK1927  ______________________________________________________________________
 MK1927  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 MK1927  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 MK1927  HORZ ORDER      -  THIRD
 MK1927
 MK1927.The horizontal coordinates were established by classical geodetic methods
 MK1927.and adjusted by the National Geodetic Survey in August 1997.
 MK1927
 MK1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1927.GEOID18 height accuracy estimate available here.
 MK1927
 MK1927.Click photographs - Photos may exist for this station.
 MK1927
 MK1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1927
 MK1927. The following values were computed from the NAD 83(1995) position.
 MK1927
 MK1927;                    North         East     Units Scale Factor Converg.
 MK1927;SPC NE       -   140,499.539   677,431.312   MT  0.99968614   +1 23 59.3
 MK1927;SPC NE       -   460,955.57  2,222,539.23   sFT  0.99968614   +1 23 59.3
 MK1927;UTM  14      - 4,548,153.317   593,433.803   MT  0.99970744   +0 43 51.4
 MK1927
 MK1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9343348153(NAD 83)
 MK1927
 MK1927                          SUPERSEDED SURVEY CONTROL
 MK1927
 MK1927  NAD 83(1986)-  41 04 45.39552(N)    097 53 15.76407(W) AD(       ) 3
 MK1927  NAD 27      -  41 04 45.34100(N)    097 53 14.56900(W) AD(       ) 3
 MK1927
 MK1927.Superseded values are not recommended for survey control.
 MK1927
 MK1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1927.See file dsdata.pdf to determine how the superseded data were derived.
 MK1927
 MK1927_MARKER: 53 = ELEVATED TANK
 MK1927
 MK1927  HISTORY     - Date     Condition        Report By
 MK1927  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1927  HISTORY     - 20040809 GOOD             USPSQD
 MK1927
 MK1927                          STATION DESCRIPTION
 MK1927
 MK1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1927'THE STATION IS LOCATED IN THE TOWN OF HORDVILLE, 1 BLOCK NORTH
 MK1927'AND 1/2 BLOCK EAST OF THE RAILROAD STATION.  IT IS A FOUR LEGGED
 MK1927'STEEL STRUCTURE, PAINTED SILVER AND APPROXIMATELY 125 FEET HIGH.
 MK1927'
 MK1927'THE POINT INTERSECTED WAS THE BALL AT TOP OF TANK.
 MK1927
 MK1927                          STATION RECOVERY (2004)
 MK1927
 MK1927'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1927'STATION FOUND GOOD. TANK IS NORTH OF 1ST STREET, SOUTH OF 2ND STREET,
 MK1927'EAST OF MAIN STREET, AND WEST OF CHESTNUT STREET, IN THE SOUTHEAST
 MK1927'CORNER OF THE INTERSECTION OF 2ND AND MAIN STREETS. TANK IS WHITE
 MK1927'EXCEPT THE BOTTOM OF THE BOWL IS BLACK. TANK HAS RED LETTERS
 MK1927'HORDVILLE. THE LEGS OF THE TANK ARE BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1929 ***********************************************************************
 MK1929  DESIGNATION -  HORDVILLE RESET
 MK1929  PID         -  MK1929
 MK1929  STATE/COUNTY-  NE/HAMILTON
 MK1929  COUNTRY     -  US
 MK1929  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1929
 MK1929                         *CURRENT SURVEY CONTROL
 MK1929  ______________________________________________________________________
 MK1929* NAD 83(1995) POSITION- 41 03 50.81842(N) 097 55 28.76092(W)   ADJUSTED
 MK1929* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 MK1929  ______________________________________________________________________
 MK1929  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 MK1929  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 MK1929  HORZ ORDER      -  SECOND
 MK1929
 MK1929.The horizontal coordinates were established by classical geodetic methods
 MK1929.and adjusted by the National Geodetic Survey in August 1997.
 MK1929
 MK1929.The orthometric height was scaled from a topographic map.
 MK1929
 MK1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1929.GEOID18 height accuracy estimate available here.
 MK1929
 MK1929.Click photographs - Photos may exist for this station.
 MK1929
 MK1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1929
 MK1929. The following values were computed from the NAD 83(1995) position.
 MK1929
 MK1929;                    North         East     Units Scale Factor Converg.
 MK1929;SPC NE       -   138,741.996   674,369.004   MT  0.99968813   +1 22 31.2
 MK1929;SPC NE       -   455,189.37  2,212,492.31   sFT  0.99968813   +1 22 31.2
 MK1929;UTM  14      - 4,546,431.614   590,351.135   MT  0.99970047   +0 42 23.2
 MK1929
 MK1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1929!SPC NE       -   0.99991880  x   0.99968813  =   0.99960695
 MK1929!UTM  14      -   0.99991880  x   0.99970047  =   0.99961929
 MK1929
 MK1929:                Primary Azimuth Mark                     Grid Az
 MK1929:SPC NE       -  HORDVILLE AZ MK                          180 52 47.3
 MK1929:UTM  14      -  HORDVILLE AZ MK                          181 32 55.3
 MK1929
 MK1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9035146431(NAD 83)
 MK1929
 MK1929|---------------------------------------------------------------------|
 MK1929| PID    Reference Object                     Distance      Geod. Az  |
 MK1929|                                                           dddmmss.s |
 MK1929| CQ5588 HORDVILLE RM 3                       73.640 METERS 04352     |
 MK1929| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX. 3.6 KM 0584400.7 |
 MK1929| MK1927 HORDVILLE MUNICIPAL TANK            APPROX. 3.5 KM 0613121.8 |
 MK1929| CQ5589 HORDVILLE RM 4                       50.914 METERS 08442     |
 MK1929| MK1924 POLK MUNICIPAL TANK                 APPROX.11.9 KM 0853621.4 |
 MK1929| CQ5587 HORDVILLE RM 2                       24.058 METERS 09116     |
 MK1929| CQ5585 HORDVILLE AZ MK                                    1821518.5 |
 MK1929| ML1071 MARQUETTE MUNICIPAL TANK            APPROX. 9.7 KM 2275338.1 |
 MK1929| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX. 8.8 KM 3080932.7 |
 MK1929| CQ5586 HORDVILLE RM 1                       23.894 METERS 35711     |
 MK1929|---------------------------------------------------------------------|
 MK1929
 MK1929                          SUPERSEDED SURVEY CONTROL
 MK1929
 MK1929  NAD 83(1986)-  41 03 50.82615(N)    097 55 28.76357(W) AD(       ) 2
 MK1929  NAD 27      -  41 03 50.77300(N)    097 55 27.56400(W) AD(       ) 2
 MK1929
 MK1929.Superseded values are not recommended for survey control.
 MK1929
 MK1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1929.See file dsdata.pdf to determine how the superseded data were derived.
 MK1929
 MK1929_MARKER: DS = TRIANGULATION STATION DISK
 MK1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1929_STAMPING: HORDVILLE 1950 1967
 MK1929_MARK LOGO: CGS
 MK1929_PROJECTION: RECESSED 36 CENTIMETERS
 MK1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1929+STABILITY: SURFACE MOTION
 MK1929
 MK1929  HISTORY     - Date     Condition        Report By
 MK1929  HISTORY     - 1950     MONUMENTED       CGS
 MK1929  HISTORY     - 1960     MARK NOT FOUND   USGS
 MK1929  HISTORY     - 1965     SEE DESCRIPTION  WPRS
 MK1929  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MK1929
 MK1929                          STATION DESCRIPTION
 MK1929
 MK1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1929'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF CENTRAL CITY AND 2
 MK1929'MILES SOUTHWEST OF HORDVILLE ON THE GROUNDS OF A DISTRICT SCHOOL.
 MK1929'STATION IS 79 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOLHOUSE,
 MK1929'27 FEET NORTHEAST OF FENCE CORNER AND 27 FEET NORTHWEST OF LARGE TWIN
 MK1929'TREE WITH TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MK1929'DISK IS STAMPED HORDVILLE 1950.
 MK1929'
 MK1929'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF FENCELINE AND 3 FEET NORTH OF
 MK1929'WINDMILL.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MK1929'HORDVILLE NO 1 1950.
 MK1929'
 MK1929'REFERENCE MARK NO. 2 IS 16 FEET EAST OF FENCELINE AND 1.5 FEET SOUTH
 MK1929'OF COAL SHED.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MK1929'STAMPED HORDVILLE NO 2 1950.
 MK1929'
 MK1929'AZIMUTH MARK IS 93 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 1.5 FEET
 MK1929'EAST OF POWER POLE AND 1 FOOT EAST OF WITNESS POST.  THE MARK PROJECTS
 MK1929'ABOUT 3 INCHES AND THE DISK IS STAMPED HORDVILLE 1950.
 MK1929'
 MK1929'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 14 IN
 MK1929'CENTRAL CITY GO SOUTH ON STATE ROUTE 14 FOR 2.8 MILES TO JUNCTION WITH
 MK1929'STATE ROUTE 66.  TURN LEFT AND GO EAST ON STATE ROUTE 66 FOR 4.0 MILES
 MK1929'TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.75 MILE
 MK1929'TO SCHOOL AND STATION ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.  TO
 MK1929'REACH AZIMUTH MARK FROM STATION GO SOUTH ON GRAVEL ROAD FOR 0.55 MILE
 MK1929'TO DRIVEWAY ON RIGHT.  TURN RIGHT ON DRIVEWAY AND GO WEST ABOUT 0.05
 MK1929'MILE TO AZIMUTH MARK ON LEFT OR SOUTH SIDE OF DRIVEWAY AS DESCRIBED.
 MK1929
 MK1929                          STATION RECOVERY (1960)
 MK1929
 MK1929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1929'STATION AND REFERENCE MARKS WERE NOT FOUND.  THE DISTRICT SCHOOL
 MK1929'GROUNDS IS NOW A CORN FIELD.
 MK1929
 MK1929                          STATION RECOVERY (1965)
 MK1929
 MK1929'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1965
 MK1929'STATION WAS SEARCHED FOR AND THE STATION MARK AND THE TWO REFERENCE
 MK1929'MARKS WERE DESTROYED.
 MK1929'
 MK1929'STATION MARK HAD BEEN TAKEN OUT BY AN EARTH MOVER, PROBABLY IN THE
 MK1929'PROCESS OF LEVELING THE GROUND OR REMOVING THE OLD SCHOOL HOUSE WHERE
 MK1929'THE MARK WAS LOCATED.  THE BRASS CAP WAS RECOVERED.
 MK1929
 MK1929                          STATION RECOVERY (1967)
 MK1929
 MK1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MK1929'THE STATION SURFACE AND UNDERGROUND MARK, REFERENCE MARK NO. 1, AND
 MK1929'REFERENCE MARK NO. 2 WERE DESTROYED WHEN SCHOOLHOUSE WAS DEMOLISHED
 MK1929'AND SCHOOLYARD LEVELED.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN
 MK1929'GOOD CONDITION.  THE STATION WAS RESET FROM THE INTERSECTION STATION
 MK1929'IN HORDVILLE AND THE AZIMUTH MARK.  REFERENCE MARK NO. 3 AND REFERENCE
 MK1929'MARK NO. 4 WERE SET.
 MK1929'
 MK1929'FOLLOWING IS A NEW DESCRIPTION.
 MK1929'
 MK1929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MK1929'HIGHWAY 14 IN CENTRAL CITY, GO SOUTH ON STATE HIGHWAY 14 FOR 2.85
 MK1929'MILES TO THE JUNCTION OF STATE HIGHWAY 66.  TURN LEFT AND GO EAST ON
 MK1929'STATE HIGHWAY 66 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MK1929'SOUTH ON A GRAVELED ROAD FOR 0.85 MILE TO A FIELD ENTRANCE AND THE
 MK1929'STATION ON THE RIGHT IN A CULTIVATED FIELD.  (CONTINUE SOUTH ON THE
 MK1929'GRAVELED ROAD FOR 0.55 MILE TO A FARM DRIVEWAY ON THE RIGHT.  TURN
 MK1929'RIGHT AND GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MK1929'
 MK1929'STATION MARKS ARE STANDARD DISK STAMPED HORDVILLE 1950 1967.  THE
 MK1929'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS 14 INCHES BELOW
 MK1929'THE SURFACE OF THE GROUND.  IT IS 200 FEET WEST OF THE CENTER OF THE
 MK1929'NORTH-SOUTH GRAVELED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MK1929'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 MK1929'
 MK1929'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HORDVILLE 1950 NO. 3
 MK1929'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 MK1929'THE SURFACE OF THE GROUND.  IT IS 91 FEET NORTH OF THE CENTER OF THE
 MK1929'FIELD ENTRANCE, 34 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 MK1929'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 MK1929'
 MK1929'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HORDVILLE 1950 NO. 4
 MK1929'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 MK1929'INCHES.  IT IS 33.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD
 MK1929'AND 2 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE.
 MK1929'
 MK1929'AZIMUTH MARK, A STANDARD DISK STAMPED HORDVILLE 1950, IS SET IN THE
 MK1929'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 93 FEET
 MK1929'SOUTH OF THE CENTER OF THE DRIVEWAY AND 2 FEET EAST OF A POWERLINE
 MK1929'POLE.
 MK1929'
 MK1929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 MK1929'SOUTHWEST OF HORDVILLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0525 ***********************************************************************
 MN0525  DESIGNATION -  HORN
 MN0525  PID         -  MN0525
 MN0525  STATE/COUNTY-  NE/BANNER
 MN0525  COUNTRY     -  US
 MN0525  USGS QUAD   -  HACKBERRY CREEK (2017)
 MN0525
 MN0525                         *CURRENT SURVEY CONTROL
 MN0525  ______________________________________________________________________
 MN0525* NAD 83(1995) POSITION- 41 34 55.94974(N) 103 29 00.88746(W)   ADJUSTED
 MN0525* NAVD 88 ORTHO HEIGHT -  1296.    (meters)     4252.    (feet) SCALED
 MN0525  ______________________________________________________________________
 MN0525  GEOID HEIGHT    -        -19.418 (meters)                     GEOID18
 MN0525  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 MN0525  HORZ ORDER      -  SECOND
 MN0525
 MN0525.The horizontal coordinates were established by classical geodetic methods
 MN0525.and adjusted by the National Geodetic Survey in August 1997.
 MN0525
 MN0525.The orthometric height was scaled from a topographic map.
 MN0525
 MN0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0525.GEOID18 height accuracy estimate available here.
 MN0525
 MN0525.Click photographs - Photos may exist for this station.
 MN0525
 MN0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0525
 MN0525. The following values were computed from the NAD 83(1995) position.
 MN0525
 MN0525;                    North         East     Units Scale Factor Converg.
 MN0525;SPC NE       -   200,018.917   209,680.055   MT  0.99965948   -2 18 30.8
 MN0525;SPC NE       -   656,228.73    687,925.31   sFT  0.99965948   -2 18 30.8
 MN0525;UTM  13      - 4,604,501.323   626,406.225   MT  0.99979663   +1 00 23.7
 MN0525
 MN0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0525!SPC NE       -   0.99979986  x   0.99965948  =   0.99945941
 MN0525!UTM  13      -   0.99979986  x   0.99979663  =   0.99959653
 MN0525
 MN0525:                Primary Azimuth Mark                     Grid Az
 MN0525:SPC NE       -  HORN AZ MK 2                             280 04 48.9
 MN0525:UTM  13      -  HORN AZ MK 2                             276 45 54.4
 MN0525
 MN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2640604501(NAD 83)
 MN0525
 MN0525|---------------------------------------------------------------------|
 MN0525| PID    Reference Object                     Distance      Geod. Az  |
 MN0525|                                                           dddmmss.s |
 MN0525| CP8251 HORN RM 1                            22.288 METERS 18124     |
 MN0525| CP8249 HORN AZ MK                                         2771737.2 |
 MN0525| CP8250 HORN AZ MK 2                                       2774618.1 |
 MN0525| CP8252 HORN RM 2                            15.448 METERS 35703     |
 MN0525|---------------------------------------------------------------------|
 MN0525
 MN0525                          SUPERSEDED SURVEY CONTROL
 MN0525
 MN0525  NAD 83(1993)-  41 34 55.94968(N)    103 29 00.88713(W) AD(       ) 2
 MN0525  NAD 83(1986)-  41 34 55.94015(N)    103 29 00.88945(W) AD(       ) 2
 MN0525  NAD 27      -  41 34 56.03740(N)    103 28 59.10950(W) AD(       ) 2
 MN0525
 MN0525.Superseded values are not recommended for survey control.
 MN0525
 MN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0525.See file dsdata.pdf to determine how the superseded data were derived.
 MN0525
 MN0525_MARKER: DS = TRIANGULATION STATION DISK
 MN0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0525_STAMPING: HORN 1963
 MN0525_MARK LOGO: CGS
 MN0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0525+STABILITY: SURFACE MOTION
 MN0525
 MN0525  HISTORY     - Date     Condition        Report By
 MN0525  HISTORY     - 1963     MONUMENTED       CGS
 MN0525  HISTORY     - 1966     GOOD             CGS
 MN0525
 MN0525                          STATION DESCRIPTION
 MN0525
 MN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0525'THE STATION IS 13-1/2 MILES EAST AND 1-3/4 MILES NORTH OF
 MN0525'HARRISBURG, 0.05 MILE SOUTH OF STATE HIGHWAY 88, 1/2 MILE
 MN0525'EAST OF BIG HORN GULCH, IN THE NORTHEAST QUARTER OF SECTION
 MN0525'36, T 19 N, R 54 W, AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 MN0525'SECTION LINE ROAD.
 MN0525'
 MN0525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MN0525'71 AND 88, 3-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0525'GO EAST ON HIGHWAY 88 FOR 7.3 MILES TO A CROSSROAD.  CONTINUE
 MN0525'EAST ON HIGHWAY 88 FOR 0.8 MILE TO THE TOP OF A SMALL RISE
 MN0525'AND THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.
 MN0525'CONTINUE EAST ON HIGHWAY 88 FOR 1.15 MILES TO A SIDE ROAD
 MN0525'ON THE RIGHT AND A FIELD ENTRANCE ON THE LEFT.  TURN RIGHT
 MN0525'AND GO SOUTH ON A GRADED ROAD FOR 0.05 MILE TO A CATTLE GUARD
 MN0525'AND THE STATION ON THE RIGHT.
 MN0525'
 MN0525'STATION MARKS ARE STANDARD DISKS STAMPED HORN 1963.  THE
 MN0525'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0525'5 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF THE CATTLE
 MN0525'GUARD, 5 FEET SOUTHEAST OF A METAL WITNESS POST, 5 FEET
 MN0525'NORTHEAST OF A CORNER FENCE POST AND 3 FEET EAST OF A NORTH-SOUTH
 MN0525'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0525'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0525'
 MN0525'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORN NO 1 1963,
 MN0525'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MN0525'IS 30 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT
 MN0525'EAST OF THE FENCE.
 MN0525'
 MN0525'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORN NO 2 1963,
 MN0525'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0525'IT IS 29 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT
 MN0525'EAST OF THE FENCE.
 MN0525'
 MN0525'AZIMUTH MARK IS A STANDARD DISK STAMPED HORN 1963, SET IN A
 MN0525'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 32 FEET
 MN0525'NORTH OF THE CENTER OF HIGHWAY 88, 2.2 FEET EAST OF A METAL
 MN0525'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 MN0525'
 MN0525'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0525
 MN0525                          STATION RECOVERY (1966)
 MN0525
 MN0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MN0525'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MN0525'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY IMPROVEMENT
 MN0525'SO IT WAS DESTROYED AND A NEW MARK ESTABLISHED.
 MN0525'
 MN0525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71
 MN0525'AND 88, 3.5 MILES EAST AND 2 MILES NORTH OF HARRISBURG, GO EAST
 MN0525'ON STATE HIGHWAY 88 FOR 7.3 MILES TO CROSSROADS, CONTINUE EAST
 MN0525'FOR 0.8 MILE TO TOP OF HILL AND AZIMUTH MARK ON THE LEFT,
 MN0525'CONTINUE EAST FOR 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 MN0525'AND GO SOUTH FOR 0.05 MILE TO A CATTLE GUARD AND STATION ON
 MN0525'RIGHT.
 MN0525'
 MN0525'THE STATION MARK IS 27 FEET WEST OF THE CENTER OF A CATTLE
 MN0525'GUARD, 5 FEET SOUTHEAST OF A METAL WITNESS POST AND 5 FEET
 MN0525'NORTHEAST OF A FENCE CORNER.  MARK PROJECTS 5 INCHES AND DISK
 MN0525'IS STAMPED HORN 1963.
 MN0525'
 MN0525'R.M. NO. 1 IS 30 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT
 MN0525'EAST OF FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED
 MN0525'HORN NO 1 1963.
 MN0525'
 MN0525'R.M. NO. 2 IS 29 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT
 MN0525'EAST OF FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED
 MN0525'HORN NO 2 1963.
 MN0525'
 MN0525'THE AZIMUTH MARK IS 85 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 MN0525'88, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH
 MN0525'OF A FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED HORN
 MN0525'1963 AZ 2 1966.
 MN0525'
 MN0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 MN0525'EAST-NORTHEAST OF HARRISBURG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2054 ***********************************************************************
 MK2054  DESIGNATION -  HORN
 MK2054  PID         -  MK2054
 MK2054  STATE/COUNTY-  NE/DODGE
 MK2054  COUNTRY     -  US
 MK2054  USGS QUAD   -  FREMONT EAST (2017)
 MK2054
 MK2054                         *CURRENT SURVEY CONTROL
 MK2054  ______________________________________________________________________
 MK2054* NAD 83(1995) POSITION- 41 27 05.28380(N) 096 25 29.31516(W)   ADJUSTED
 MK2054* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 MK2054  ______________________________________________________________________
 MK2054  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 MK2054  LAPLACE CORR    -         -6.94  (seconds)                    DEFLEC18
 MK2054  HORZ ORDER      -  SECOND
 MK2054
 MK2054.The horizontal coordinates were established by classical geodetic methods
 MK2054.and adjusted by the National Geodetic Survey in August 1997.
 MK2054
 MK2054.The orthometric height was scaled from a topographic map.
 MK2054
 MK2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2054.GEOID18 height accuracy estimate available here.
 MK2054
 MK2054.Click photographs - Photos may exist for this station.
 MK2054
 MK2054.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2054
 MK2054. The following values were computed from the NAD 83(1995) position.
 MK2054
 MK2054;                    North         East     Units Scale Factor Converg.
 MK2054;SPC NE       -   185,827.387   798,550.487   MT  0.99965904   +2 22 09.4
 MK2054;SPC NE       -   609,668.69  2,619,911.06   sFT  0.99965904   +2 22 09.4
 MK2054;UTM  14      - 4,592,077.381   715,101.980   MT  1.00016944   +1 42 19.4
 MK2054
 MK2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2054!SPC NE       -   0.99994826  x   0.99965904  =   0.99960732
 MK2054!UTM  14      -   0.99994826  x   1.00016944  =   1.00011769
 MK2054
 MK2054:                Primary Azimuth Mark                     Grid Az
 MK2054:SPC NE       -  FREMONT                                  265 25 48.3
 MK2054:UTM  14      -  FREMONT                                  266 05 38.3
 MK2054
 MK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1510192077(NAD 83)
 MK2054
 MK2054|---------------------------------------------------------------------|
 MK2054| PID    Reference Object                     Distance      Geod. Az  |
 MK2054|                                                           dddmmss.s |
 MK2054| DR3749 HORN RM 1                             6.284 METERS 00737     |
 MK2054| DR3750 HORN RM 2                            68.708 METERS 09113     |
 MK2054| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.10.0 KM 1064341.9 |
 MK2054| MK2056 FREMONT                             APPROX.10.8 KM 2674757.7 |
 MK2054|---------------------------------------------------------------------|
 MK2054
 MK2054                          SUPERSEDED SURVEY CONTROL
 MK2054
 MK2054  NAD 83(1986)-  41 27 05.29160(N)    096 25 29.31685(W) AD(       ) 2
 MK2054  NAD 27      -  41 27 05.29580(N)    096 25 28.24323(W) AD(       ) 2
 MK2054
 MK2054.Superseded values are not recommended for survey control.
 MK2054
 MK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2054.See file dsdata.pdf to determine how the superseded data were derived.
 MK2054
 MK2054_MARKER: DD = SURVEY DISK
 MK2054_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2054+WITH SETTING: INFORMATION.
 MK2054_STAMPING: HORN ET 1967
 MK2054_MARK LOGO: USGS
 MK2054_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2054
 MK2054  HISTORY     - Date     Condition        Report By
 MK2054  HISTORY     - 1967     MONUMENTED       USGS
 MK2054  HISTORY     - 1974     GOOD             NEDR
 MK2054
 MK2054                          STATION DESCRIPTION
 MK2054
 MK2054'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2054'THE STATION IS LOCATED ABOUT 1.0 MI N. AND 4.0 MI E. OF FREMONT,
 MK2054'T. 17 N., R. 9 E., NEAR THE COR. SECS. 8, 9, 16 AND 17, 50
 MK2054'FT N., 28 FT E. OF CENTER OF CROSSROADS, ON U.S. HWY. 30,
 MK2054'3 FT NW. OF TELEPHONE POLE, 2 FT N. OF USGS WITNESS POST STAMPED
 MK2054'ET HORN 1967.
 MK2054'
 MK2054'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 77 AND U.S.
 MK2054'HWY. 30 AT N. EDGE FREMONT, GO E. ALONG U.S. HWY. 30 FOR
 MK2054'3.9 MI TO A CROSSROADS AND STATION ON THE LEFT (NE. CORNER
 MK2054'OF CROSSROADS) SIDE OF U.S. HWY. 30.
 MK2054'
 MK2054'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2054'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 MK2054'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK2054'
 MK2054'REFERENCE MARK NO. 1 IS N. OF THE STATION, 61 FT N., 28 FT
 MK2054'E. OF CENTER OF CROSSROADS, ON U.S. HWY. 30, STAMPED HORN
 MK2054'NO 1 1967.
 MK2054'
 MK2054'REFERENCE MARK NO. 2 IS E. OF THE STATION, 47 FT N., 254
 MK2054'FT E. OF CENTER OF CROSSROADS, ON U.S. HWY. 30, STAMPED HORN
 MK2054'NO 2 1967.
 MK2054'
 MK2054'AZIMUTH MARK - NONE SET.
 MK2054'
 MK2054'REFERENCE AZIMUTH - RADIO MAST RED LIGHT.
 MK2054
 MK2054                          STATION RECOVERY (1974)
 MK2054
 MK2054'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2054'STATION RECOVERED AS DESCRIBED.
 MK2054'
 MK2054'NEAREST TOWN--FREMONT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1775 ***********************************************************************
 NM1775  DESIGNATION -  HOSKINS
 NM1775  PID         -  NM1775
 NM1775  STATE/COUNTY-  NE/WAYNE
 NM1775  COUNTRY     -  US
 NM1775  USGS QUAD   -  HOSKINS (2017)
 NM1775
 NM1775                         *CURRENT SURVEY CONTROL
 NM1775  ______________________________________________________________________
 NM1775* NAD 83(1995) POSITION- 42 05 47.53909(N) 097 16 15.06473(W)   ADJUSTED
 NM1775* NAVD 88 ORTHO HEIGHT -   562.    (meters)     1844.    (feet) SCALED
 NM1775  ______________________________________________________________________
 NM1775  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 NM1775  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 NM1775  HORZ ORDER      -  FIRST
 NM1775
 NM1775.The horizontal coordinates were established by classical geodetic methods
 NM1775.and adjusted by the National Geodetic Survey in August 1997.
 NM1775
 NM1775.The orthometric height was scaled from a topographic map.
 NM1775
 NM1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1775.GEOID18 height accuracy estimate available here.
 NM1775
 NM1775.Click photographs - Photos may exist for this station.
 NM1775
 NM1775.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1775
 NM1775. The following values were computed from the NAD 83(1995) position.
 NM1775
 NM1775;                    North         East     Units Scale Factor Converg.
 NM1775;SPC NE       -   254,839.769   725,667.386   MT  0.99971168   +1 48 31.0
 NM1775;SPC NE       -   836,086.81  2,380,793.75   sFT  0.99971168   +1 48 31.0
 NM1775;UTM  14      - 4,661,941.581   642,989.564   MT  0.99985158   +1 09 33.8
 NM1775
 NM1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1775!SPC NE       -   0.99991572  x   0.99971168  =   0.99962743
 NM1775!UTM  14      -   0.99991572  x   0.99985158  =   0.99976731
 NM1775
 NM1775:                Primary Azimuth Mark                     Grid Az
 NM1775:SPC NE       -  HOSKINS LAPLACE AZI                      357 49 55.9
 NM1775:UTM  14      -  HOSKINS LAPLACE AZI                      358 28 53.1
 NM1775
 NM1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4298961941(NAD 83)
 NM1775
 NM1775|---------------------------------------------------------------------|
 NM1775| PID    Reference Object                     Distance      Geod. Az  |
 NM1775|                                                           dddmmss.s |
 NM1775| NM1771 WINSIDE TANK                        APPROX.12.2 KM 0401253.8 |
 NM1775| NM1765 WAYNE TANK                          APPROX.26.1 KM 0531256.5 |
 NM1775| MK1835 STANTON STANDPIPE                   APPROX.16.3 KM 1664605.7 |
 NM1775| CO3724 HOSKINS RM 1                         30.785 METERS 21359     |
 NM1775| NM1785 NORFOLK STANDPIPE                   APPROX.14.0 KM 2423901.7 |
 NM1775| NM1786 NORFOLK EAST RADIO TOWER            APPROX.15.4 KM 2432447.6 |
 NM1775| NM1787 NORFOLK WEST RADIO TOWER            APPROX.15.5 KM 2433012.2 |
 NM1775| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.10.6 KM 2433015.0 |
 NM1775| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX.10.5 KM 2433447.2 |
 NM1775| NM1774 HOSKINS TANK                        APPROX. 3.1 KM 2962315.3 |
 NM1775| NM1780 HOSKINS RM 2                         36.442 METERS 32311     |
 NM1775| NM1772 CHURCH SPIRE B                      APPROX.12.9 KM 3251229.4 |
 NM1775| NM1176 HOSKINS LAPLACE AZI                 APPROX. 6.4 KM 3593826.9 |
 NM1775|---------------------------------------------------------------------|
 NM1775
 NM1775                          SUPERSEDED SURVEY CONTROL
 NM1775
 NM1775  NAD 83(1986)-  42 05 47.54744(N)    097 16 15.06553(W) AD(       ) 1
 NM1775  NAD 27      -  42 05 47.53200(N)    097 16 13.88800(W) AD(       ) 1
 NM1775
 NM1775.Superseded values are not recommended for survey control.
 NM1775
 NM1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1775.See file dsdata.pdf to determine how the superseded data were derived.
 NM1775
 NM1775_MARKER: DS = TRIANGULATION STATION DISK
 NM1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1775_STAMPING: HOSKINS 1935
 NM1775_MARK LOGO: CGS
 NM1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1775+STABILITY: SURFACE MOTION
 NM1775
 NM1775  HISTORY     - Date     Condition        Report By
 NM1775  HISTORY     - 1935     MONUMENTED       CGS
 NM1775  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM1775  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM1775
 NM1775                          STATION DESCRIPTION
 NM1775
 NM1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1775'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 36, T. 25 N., R.
 NM1775'1 E., ABOUT 2 MILES SOUTHEAST OF HOSKINS, ON TOP OF MOST
 NM1775'NORTHERN POINT OF A LONG RIDGE, HIGHEST GROUND IN VICINITY.
 NM1775'THERE IS A SERIES OF LOW HILLS TO THE SOUTH.  MARK IS SET 30
 NM1775'FEET EAST OF CENTERLINE OF ROAD, 11 FEET EAST OF A NORTHWEST
 NM1775'FENCE CORNER, AND 3 FEET NORTH OF AN EAST-WEST FENCE.
 NM1775'
 NM1775'TO REACH FROM MAIN STREET IN HOSKINS, GO EAST 0.8 MILE, TURN
 NM1775'SOUTH AND GO 0.5 MILE, THEN EAST 1 MILE TO SCHOOL, THEN SOUTH
 NM1775'0.6 MILE TO TOP OF HILL AND STATION.
 NM1775'
 NM1775'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE, 25 FEET
 NM1775'WEST OF CENTERLINE OF ROAD.
 NM1775'
 NM1775'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE, 25 FEET
 NM1775'WEST OF CENTERLINE OF ROAD.
 NM1775'
 NM1775'THIS STATION WAS SELECTED AS A LAPLACE STATION USING HOSKINS
 NM1775'LAPLACE AZI. STATION AS INITIAL.
 NM1775'
 NM1775'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1775
 NM1775                          STATION RECOVERY (1965)
 NM1775
 NM1775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM1775'STATION WAS SEARCHED FOR AND THE STATION MARK WAS FOUND DESTROYED.
 NM1775'
 NM1775'R.M. 1 WAS FOUND DISTURBED.
 NM1775'
 NM1775'R.M. 2 WAS FOUND IN GOOD CONDITION WITH A REVISED DESCRIPTION
 NM1775'AS FOLLOWS--1.0 MILE S AND 1.8 MILE E OF HOSKINS.  T. 25 N., R.
 NM1775'1 E. NEAR S 1/16TH CORNER BETWEEN SECTIONS 35 AND 36.  147
 NM1775'N AND 32 FT. W OF CENTER LINE OF ROAD.  A STANDARD USC AND GS
 NM1775'TABLET SET IN A CONCRETE POST AND STAMPED HOSKINS R.M. 2 1935.
 NM1775
 NM1775                          STATION RECOVERY (1966)
 NM1775
 NM1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM1775'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  DISTANCES AND
 NM1775'DIRECTIONS FROM REFERENCE MARKS 1 AND 2 INDICATE THE SURFACE
 NM1775'AND SUBSURFACE MARKS HAVE BEEN DESTROYED, AS ITS POSITION IS
 NM1775'NOW IN A DEEP ROAD DITCH.
 NM1775'
 NM1775'REFERENCE MARK NO. 1 WAS RECOVERED IN FAIR CONDITION.  IT PROJECTS
 NM1775'ABOUT 16 INCHES.
 NM1775'
 NM1775'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.
 NM1775'
 NM1775'AN AZIMUTH MARK WAS FOUND ABOUT 0.35 MILE SOUTHEAST OF THE STATION.
 NM1775'THIS MARK WAS NOT MENTIONED IN THE ORIGINAL DESCRIPTION OF THE
 NM1775'STATION AND THERE IS NOTHING TO INDICATE THAT OBSERVATIONS HAD
 NM1775'BEEN MADE ON IT.
 NM1775'
 NM1775'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 NM1775'GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NM1775'EAST FOR 0.15 MILE TO A DRIVEWAY LEADING NORTH AND THE MARK ON
 NM1775'THE LEFT IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE
 NM1775'MONUMENT PROJECTS ABOUT 2 FEET AND THE DISK IS STAMPED HOSKINS
 NM1775'1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1924 ***********************************************************************
 NM1924  DESIGNATION -  HOSKINS LAPLACE AZ RM 3
 NM1924  PID         -  NM1924
 NM1924  STATE/COUNTY-  NE/WAYNE
 NM1924  COUNTRY     -  US
 NM1924  USGS QUAD   -  NORFOLK NE (2017)
 NM1924
 NM1924                         *CURRENT SURVEY CONTROL
 NM1924  ______________________________________________________________________
 NM1924* NAD 83(1995) POSITION- 42 09 14.65251(N) 097 16 16.04536(W)   ADJUSTED
 NM1924* NAVD 88 ORTHO HEIGHT -   560.72  (meters)     1839.6   (feet) RESET
 NM1924  ______________________________________________________________________
 NM1924  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 NM1924  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 NM1924  HORZ ORDER      -  THIRD
 NM1924  VERT ORDER      -  THIRD
 NM1924
 NM1924.The horizontal coordinates were established by classical geodetic methods
 NM1924.and adjusted by the National Geodetic Survey in August 1997.
 NM1924
 NM1924.The orthometric height was computed from unverified reset data.
 NM1924
 NM1924.No vertical observational check was made to the station.
 NM1924
 NM1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1924.GEOID18 height accuracy estimate available here.
 NM1924
 NM1924.Click photographs - Photos may exist for this station.
 NM1924
 NM1924.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1924
 NM1924. The following values were computed from the NAD 83(1995) position.
 NM1924
 NM1924;                    North         East     Units Scale Factor Converg.
 NM1924;SPC NE       -   261,224.421   725,443.263   MT  0.99972255   +1 48 30.3
 NM1924;SPC NE       -   857,033.79  2,380,058.44   sFT  0.99972255   +1 48 30.3
 NM1924;UTM  14      - 4,668,329.219   642,837.705   MT  0.99985105   +1 09 37.8
 NM1924
 NM1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1924!SPC NE       -   0.99991595  x   0.99972255  =   0.99963853
 NM1924!UTM  14      -   0.99991595  x   0.99985105  =   0.99976702
 NM1924
 NM1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4283768329(NAD 83)
 NM1924
 NM1924                          SUPERSEDED SURVEY CONTROL
 NM1924
 NM1924  NAD 83(1986)-  42 09 14.66135(N)    097 16 16.04530(W) AD(       ) 3
 NM1924  NGVD 29             560.53   (m)         1839.0    (f) LEVELING    3  
 NM1924
 NM1924.Superseded values are not recommended for survey control.
 NM1924
 NM1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1924.See file dsdata.pdf to determine how the superseded data were derived.
 NM1924
 NM1924_MARKER: DR = REFERENCE MARK DISK
 NM1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1924_STAMPING: HOSKINS LA PLACE AZIMUTH 1935 NO 3 1982
 NM1924_MARK LOGO: NGS
 NM1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1924+STABILITY: SURFACE MOTION
 NM1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1924+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NM1924
 NM1924  HISTORY     - Date     Condition        Report By
 NM1924  HISTORY     - 1982     MONUMENTED       NGS
 NM1924
 NM1924                          STATION DESCRIPTION
 NM1924
 NM1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NM1924'TO REACH THE MARK FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1924'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.. TURN LEFT AND GO
 NM1924'EAST ON THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A GRADED CROSSROAD.  TURN
 NM1924'LEFT AND GO NORTH ON THE GRADED ROAD FOR 5.63 KM (3.50 MI) TO THE MARK
 NM1924'ON THE RIGHT.
 NM1924'IT IS 20.722 M (68.0 FT) NORTHEAST FROM BENCH MARK HOSKINS LAPLACE
 NM1924'AZIMUTH RM 4, 17.575 M (57.7 FT) EAST FROM TRIANGULATION STATION/BENCH
 NM1924'MARK HOSKINS LAPLACE AZIMUTH, 9.6 M (31.5 FT) EAST FROM THE CENTERLINE
 NM1924'OF THE ROAD , 0.55 M (1.8 FT) WEST FROM A FENCE, 0.3 M (1.0 FT) SOUTH
 NM1924'FROM A WITNESS POST, ABOUT 0.2 M (0.7 FT) BELOW THE ROAD, ABOUT 0.8 M
 NM1924'(2.6 FT) LOWER THAN THE STATION MARK AND PROJECTS ABOUT 0.1 M
 NM1924'(0.3 FT) ABOVE THE GROUND SURFACE.
 NM1924'DESCRIBED BY J.A. ODUM
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1925 ***********************************************************************
 NM1925  DESIGNATION -  HOSKINS LAPLACE AZ RM 4
 NM1925  PID         -  NM1925
 NM1925  STATE/COUNTY-  NE/WAYNE
 NM1925  COUNTRY     -  US
 NM1925  USGS QUAD   -  NORFOLK NE (2017)
 NM1925
 NM1925                         *CURRENT SURVEY CONTROL
 NM1925  ______________________________________________________________________
 NM1925* NAD 83(1995) POSITION- 42 09 14.40524(N) 097 16 16.88459(W)   ADJUSTED
 NM1925* NAVD 88 ORTHO HEIGHT -   561.40  (meters)     1841.9   (feet) RESET
 NM1925  ______________________________________________________________________
 NM1925  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 NM1925  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 NM1925  HORZ ORDER      -  THIRD
 NM1925  VERT ORDER      -  THIRD
 NM1925
 NM1925.The horizontal coordinates were established by classical geodetic methods
 NM1925.and adjusted by the National Geodetic Survey in August 1997.
 NM1925
 NM1925.The orthometric height was computed from unverified reset data.
 NM1925
 NM1925.No vertical observational check was made to the station.
 NM1925
 NM1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1925.GEOID18 height accuracy estimate available here.
 NM1925
 NM1925.Click photographs - Photos may exist for this station.
 NM1925
 NM1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1925
 NM1925. The following values were computed from the NAD 83(1995) position.
 NM1925
 NM1925;                    North         East     Units Scale Factor Converg.
 NM1925;SPC NE       -   261,216.189   725,424.251   MT  0.99972253   +1 48 29.7
 NM1925;SPC NE       -   857,006.78  2,379,996.06   sFT  0.99972253   +1 48 29.7
 NM1925;UTM  14      - 4,668,321.202   642,818.599   MT  0.99985098   +1 09 37.2
 NM1925
 NM1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1925!SPC NE       -   0.99991585  x   0.99972253  =   0.99963840
 NM1925!UTM  14      -   0.99991585  x   0.99985098  =   0.99976684
 NM1925
 NM1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4281868321(NAD 83)
 NM1925
 NM1925                          SUPERSEDED SURVEY CONTROL
 NM1925
 NM1925  NAD 83(1986)-  42 09 14.41408(N)    097 16 16.88454(W) AD(       ) 3
 NM1925  NGVD 29             561.21   (m)         1841.2    (f) LEVELING    3  
 NM1925
 NM1925.Superseded values are not recommended for survey control.
 NM1925
 NM1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1925.See file dsdata.pdf to determine how the superseded data were derived.
 NM1925
 NM1925_MARKER: DR = REFERENCE MARK DISK
 NM1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1925_STAMPING: HOSKINS LA PLACE AZIMUTH 1935 NO 4 1982
 NM1925_MARK LOGO: NGS
 NM1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1925+STABILITY: SURFACE MOTION
 NM1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1925+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NM1925
 NM1925  HISTORY     - Date     Condition        Report By
 NM1925  HISTORY     - 1982     MONUMENTED       NGS
 NM1925
 NM1925                          STATION DESCRIPTION
 NM1925
 NM1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NM1925'TO REACH THE MARK FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1925'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.  TURN LEFT AND GO
 NM1925'EAST ON THE HIGHWAY FOR 2.9 KM (1.80 MI) TO A GRADED CROSSROAD.  TURN
 NM1925'LEFT AND GO NORTH ON THE GRADED CROSSROAD FOR 5.63 KM (3.50 MI) TO THE
 NM1925'MARK ON THE LEFT.
 NM1925'IT IS 20.722 M (68.0 FT) SOUTHWEST FROM BENCH MARK HOSKINS LAPLACE AZ
 NM1925'RM 3, 8.061 M (26.4 FT) SOUTH-SOUTHWEST FROM TRIANGULATION
 NM1925'STATION/BENCH MARK HOSKINS LAPLACE AZIMUTH, 9.9 M (32.5 FT) WEST FROM
 NM1925'THE CENTERLINE OF THE ROAD, 7.5 M (24.6 FT) SOUTH-SOUTHWEST FROM A
 NM1925'WITNESS POST, 1.5 M (4.9 FT) EAST FROM A FENCE, ABOUT 0.4 M (1.3 FT)
 NM1925'ABOVE THE ROAD, 0.2 M (0.7 FT) HIGHER THAN THE STATION AND PROJECTS
 NM1925'ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND.
 NM1925'DESCRIBED BY J.A. ODUM
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1176 ***********************************************************************
 NM1176  CBN         -  This is a Cooperative Base Network Control Station.
 NM1176  DESIGNATION -  HOSKINS LAPLACE AZI
 NM1176  PID         -  NM1176
 NM1176  STATE/COUNTY-  NE/WAYNE
 NM1176  COUNTRY     -  US
 NM1176  USGS QUAD   -  NORFOLK NE (2017)
 NM1176
 NM1176                         *CURRENT SURVEY CONTROL
 NM1176  ______________________________________________________________________
 NM1176* NAD 83(2011) POSITION- 42 09 14.66066(N) 097 16 16.81024(W)   ADJUSTED
 NM1176* NAD 83(2011) ELLIP HT-   536.767 (meters)        (06/27/12)   ADJUSTED
 NM1176* NAD 83(2011) EPOCH   -  2010.00
 NM1176* NAVD 88 ORTHO HEIGHT -   561.571 (meters)     1842.42  (feet) ADJUSTED
 NM1176  ______________________________________________________________________
 NM1176  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 NM1176  NAD 83(2011) X  -   -599,418.762 (meters)                     COMP
 NM1176  NAD 83(2011) Y  - -4,697,841.728 (meters)                     COMP
 NM1176  NAD 83(2011) Z  -  4,258,666.515 (meters)                     COMP
 NM1176  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 NM1176  DYNAMIC HEIGHT  -        561.361 (meters)     1841.73  (feet) COMP
 NM1176  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 NM1176
 NM1176  VERT ORDER      -  FIRST     CLASS II
 NM1176
 NM1176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1176  Standards:
 NM1176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1176  -------------------------------------------------------------------
 NM1176  NETWORK    0.45   1.10           0.21   0.14   0.56      0.01547067
 NM1176  -------------------------------------------------------------------
 NM1176  Click here for local accuracies and other accuracy information.
 NM1176
 NM1176.The horizontal coordinates were established by GPS observations
 NM1176.and adjusted by the National Geodetic Survey in June 2012.
 NM1176
 NM1176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1176.been affixed to the stable North American tectonic plate. See 
 NM1176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1176
 NM1176.The horizontal coordinates are valid at the epoch date displayed above
 NM1176.which is a decimal equivalence of Year/Month/Day.
 NM1176
 NM1176.The orthometric height was determined by differential leveling and
 NM1176.adjusted by the NATIONAL GEODETIC SURVEY
 NM1176.in June 1991.
 NM1176
 NM1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1176.GEOID18 height accuracy estimate available here.
 NM1176
 NM1176.Click photographs - Photos may exist for this station.
 NM1176
 NM1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1176
 NM1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1176
 NM1176.The ellipsoidal height was determined by GPS observations
 NM1176.and is referenced to NAD 83.
 NM1176
 NM1176.The dynamic height is computed by dividing the NAVD 88
 NM1176.geopotential number by the normal gravity value computed on the
 NM1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1176.degrees latitude (g = 980.6199 gals.).
 NM1176
 NM1176.The modeled gravity was interpolated from observed gravity values.
 NM1176
 NM1176. The following values were computed from the NAD 83(2011) position.
 NM1176
 NM1176;                    North         East     Units Scale Factor Converg.
 NM1176;SPC NE       -   261,224.118   725,425.708   MT  0.99972255   +1 48 29.8
 NM1176;SPC NE       -   857,032.79  2,380,000.84   sFT  0.99972255   +1 48 29.8
 NM1176;UTM  14      - 4,668,329.115   642,820.146   MT  0.99985098   +1 09 37.3
 NM1176
 NM1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1176!SPC NE       -   0.99991582  x   0.99972255  =   0.99963839
 NM1176!UTM  14      -   0.99991582  x   0.99985098  =   0.99976681
 NM1176
 NM1176:                Primary Azimuth Mark                     Grid Az
 NM1176:SPC NE       -  HOSKINS LAPLACE AZI AZ MK                163 59 49.8
 NM1176:UTM  14      -  HOSKINS LAPLACE AZI AZ MK                164 38 42.3
 NM1176
 NM1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4282068329(NAD 83)
 NM1176
 NM1176|---------------------------------------------------------------------|
 NM1176| PID    Reference Object                     Distance      Geod. Az  |
 NM1176|                                                           dddmmss.s |
 NM1176| NM1177 HOSKINS LAPLACE AZ RM 2              46.771 METERS 00037     |
 NM1176| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX.23.3 KM 0650530.2 |
 NM1176| NM1771 WINSIDE TANK                        APPROX. 8.5 KM 0693809.1 |
 NM1176| NM1924 HOSKINS LAPLACE AZ RM 3              17.571 METERS 09049     |
 NM1176| NM1768 CHURCH SPIRE C                      APPROX.11.3 KM 1155247.9 |
 NM1176| NM1178 HOSKINS LAPLACE AZ RM 1              46.872 METERS 16259     |
 NM1176| NM1923 HOSKINS LAPLACE AZI AZ MK           APPROX. 0.6 KM 1654819.6 |
 NM1176| NM1925 HOSKINS LAPLACE AZ RM 4               8.059 METERS 19210     |
 NM1176| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX.14.5 KM 2201840.1 |
 NM1176| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.14.6 KM 2202137.2 |
 NM1176| NM1785 NORFOLK STANDPIPE                   APPROX.17.9 KM 2240417.9 |
 NM1176| NM1772 CHURCH SPIRE B                      APPROX. 8.5 KM 2995904.9 |
 NM1176|---------------------------------------------------------------------|
 NM1176
 NM1176                          SUPERSEDED SURVEY CONTROL
 NM1176
 NM1176  NAD 83(2007)-  42 09 14.66062(N)    097 16 16.81099(W) AD(2002.00) 0
 NM1176  ELLIP H (02/10/07)  536.793  (m)                       GP(2002.00)    
 NM1176  ELLIP H (07/10/01)  536.762  (m)                       GP(       ) 4 1
 NM1176  NAD 83(1995)-  42 09 14.66055(N)    097 16 16.81060(W) AD(       ) B
 NM1176  ELLIP H (06/25/96)  536.835  (m)                       GP(       ) 1 1
 NM1176  NAD 83(1986)-  42 09 14.66939(N)    097 16 16.81055(W) AD(       ) 1
 NM1176  NAD 27      -  42 09 14.65800(N)    097 16 15.63000(W) AD(       ) 1
 NM1176  NAVD 88             561.57   (m)         1842.4    (f) LEVELING    3  
 NM1176  NGVD 29 (??/??/92)  561.372  (m)         1841.77   (f) ADJ UNCH    1 2
 NM1176  NGVD 29             561.37   (m)         1841.8    (f) LEVELING    3  
 NM1176
 NM1176.Superseded values are not recommended for survey control.
 NM1176
 NM1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1176.See file dsdata.pdf to determine how the superseded data were derived.
 NM1176
 NM1176_MARKER: DS = TRIANGULATION STATION DISK
 NM1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1176_STAMPING: HOSKINS LAPLACE AZIMUTH 1935
 NM1176_MARK LOGO: CGS
 NM1176_PROJECTION: PROJECTING 3 CENTIMETERS
 NM1176_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1176+STABILITY: SURFACE MOTION
 NM1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1176+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2013
 NM1176
 NM1176  HISTORY     - Date     Condition        Report By
 NM1176  HISTORY     - 1935     MONUMENTED       CGS
 NM1176  HISTORY     - 1947     GOOD             CGS
 NM1176  HISTORY     - 1961     GOOD             USGS
 NM1176  HISTORY     - 1966     GOOD             CGS
 NM1176  HISTORY     - 1981     GOOD             LOCENG
 NM1176  HISTORY     - 19821007 GOOD             NGS
 NM1176  HISTORY     - 1983     GOOD             LOCENG
 NM1176  HISTORY     - 19890412 GOOD             NGS
 NM1176  HISTORY     - 19950622 GOOD             NGS
 NM1176  HISTORY     - 20000613 GOOD             NEDR
 NM1176  HISTORY     - 20060418 GOOD             NEDR
 NM1176  HISTORY     - 20130429 GOOD             JEOCON
 NM1176
 NM1176                          STATION DESCRIPTION
 NM1176
 NM1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1176'STATION IS LOCATED IN WAYNE COUNTY, ABOUT 2.0 MILES EAST AND
 NM1176'2.0 MILES NORTH OF HOSKINS, AND 5.5 MILES WEST-SOUTHWEST OF
 NM1176'WINSIDE.
 NM1176'
 NM1176'TO REACH FROM THE MAIN CROSS STREETS IN THE CENTER OF THE TOWN
 NM1176'OF HOSKINS, GO NORTH ON THE MAIN STREET FOR 0.2 MILE TO STATE
 NM1176'HIGHWAY 35, TURN RIGHT AND FOLLOW STATE HIGHWAY 35 NORTHEAST FOR
 NM1176'2.8 MILES.  TURN RIGHT (EAST) ACROSS RAILROAD TRACKS AND GO
 NM1176'1.0 MILE ON SECTION-LINE ROAD, TURN LEFT (NORTH) AND GO 0.4 MILE
 NM1176'TO TOP OF GRADE AND STATION ON WEST IN RIGHT-OF-WAY FENCE LINE,
 NM1176'30 FEET WEST OF THE CENTERLINE OF THE ROAD.
 NM1176'
 NM1176'REFERENCE MARK NO. 1 IS LOCATED 153.78 FEET SOUTHEAST OF STATION
 NM1176'ON EAST SIDE OF NORTH-SOUTH ROAD, IN EAST RIGHT-OF-WAY FENCE LINE
 NM1176'
 NM1176'REFERENCE MARK NO. 2 IS LOCATED 153.45 FEET NORTH OF STATION ON
 NM1176'WEST SIDE OF NORTH-SOUTH ROAD, IN RIGHT-OF-WAY FENCE LINE.
 NM1176'
 NM1176'NO AZIMUTH MARK WAS SET.
 NM1176
 NM1176                          STATION RECOVERY (1947)
 NM1176
 NM1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM1176'4.4 MI NE FROM HOSKINS.
 NM1176'TO REACH THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 NM1176'STATION AT HOSKINS, PROCEED 0.15 MILE NORTH ALONG MAIN STREET,
 NM1176'THENCE 2.8 MILES EAST AND NORTH ALONG STATE HIGHWAY NO. 35 TO A
 NM1176'DIRT ROAD LEADING EAST, THENCE 1.0 MILE EAST ALONG A DIRT ROAD
 NM1176'TO A DIRT CROSS ROAD, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD TO
 NM1176'THE TOP OF A HILL AND THE STATION, THIS STATION CAN ALSO BE
 NM1176'REACHED FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 NM1176'STATION BY GOING 4.35 MILES NORTHEAST ALONG THE TRACK TO THE
 NM1176'CROSSING OF A NORTH-SOUTH DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG
 NM1176'A DIRT ROAD TO THE TOP OF A HILL AND THE STATION.  STATION IS 28.0
 NM1176'FEET WEST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD 1.3 FOOT
 NM1176'SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT OF WAY
 NM1176'FENCE, 153.5 FEET NORTHWEST OF AND ACROSS THE ROAD FROM REFERENCE
 NM1176'MARK HOSKINS LAPLACE AZIMUTH NO 1, 153.5 FEET SOUTH OF REFERENCE
 NM1176'MARK HOSKINS LAPLACE AZIMUTH NO 2, A BRONZE TRIANGULATION STATION
 NM1176'DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 NM1176'PROJECTING 0.1 FOOT.
 NM1176
 NM1176                          STATION RECOVERY (1961)
 NM1176
 NM1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1176'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NM1176
 NM1176                          STATION RECOVERY (1966)
 NM1176
 NM1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM1176'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 NM1176'AND FOUND IN GOOD CONDITION.
 NM1176'
 NM1176'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  DISTANCES
 NM1176'AND DIRECTIONS INDICATE THAT THEY HAVE BEEN GRADED OUT WHEN THE
 NM1176'ROAD WAS GRADED AND DITCHED.
 NM1176
 NM1176                          STATION RECOVERY (1981)
 NM1176
 NM1176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1176'HOSKINS LAPLACE 1935 RECOVERED GOOD.
 NM1176'
 NM1176'REFERENCE MARK NO. 1 COULD NOT FIND.
 NM1176'
 NM1176'REFERENCE MARK NO. 2 COULD NOT FIND.
 NM1176'
 NM1176'AZIMUTH MARK NONE SET.
 NM1176'
 NM1176'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST AND 2 MILES
 NM1176'NORTH OF HOSKINS.
 NM1176
 NM1176                          STATION RECOVERY (1982)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NM1176'THE SURFACE MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARKS 1
 NM1176'AND 2 HAVE BEEN DESTROYED AND THERE IS NO AZIMUTH MARK.  REFERENCE
 NM1176'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED.  CHECK ANGLE WAS
 NM1176'OBTAINED TO DISTANT LANDMARKS.  THE UNDERGROUND WAS NOT INSPECTED.
 NM1176'DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 NM1176'
 NM1176'THE STATION IS LOCATED ABOUT 17.9 KM (11.10 MI) NORTHEAST OF NORFOLK,
 NM1176'8.5 KM (5.30 MI) WEST SOUTHWEST OF WINSIDE, 5.7 KM (3.5 MI) NORTH
 NM1176'NORTHEAST OF HOSKINS AND ON THE WEST RIGHT OF WAY OF A GRADED COUNTY
 NM1176'ROAD.  OWNERSHIP WAYNE COUNTY.
 NM1176'
 NM1176'TO REACH THE STATION FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1176'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.  TURN LEFT AND GO
 NM1176'EAST ON THE HIGHWAY FOR 2.9 KM (1.80 MI) TO A GRADED CROSSROAD. TURN
 NM1176'LEFT AND GO NORTH ON THE GRADED ROAD FOR 4.99 KM (3.10 MI) TO
 NM1176'CROSSROAD AND THE AZIMUTH MARK 0.16 KM (0,10 MI) EAST ALONG A
 NM1176'GRADED ROAD.  CONTINUE NORTH FOR 0.64 KM (0.40 MI) TO THE STATION ON
 NM1176'THE LEFT, AT THE CREST OF A HILL.
 NM1176'
 NM1176'SURFACE STATION IS RECESSED 0.10 M (0.33 FT) AND IS LOCATED 5 M (27.9
 NM1176'FT) WEST FROM THE CENTERLINE OF THE ROAD, 2.0 M (6.6 FT) EAST FROM
 NM1176'M (57.66 FT) EAST OF STATION.  RM 4 IS 8.061 M (26.45 FT) SOUTH SOUTH
 NM1176'WEST OF STATION.  HOSKINS LAPLACE AZIMUTH AZ MK IS 0.6 KM SOUTH SOUTH
 NM1176'EAST OF STATION.
 NM1176'
 NM1176'DESCRIBED BY J. ODUM.
 NM1176
 NM1176                          STATION RECOVERY (1983)
 NM1176
 NM1176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 NM1176'HOSKINS LAPLACE 1935 RECOVERED GOOD.
 NM1176'
 NM1176'REF NO. 3, 1935 REF NO. 3 1982 RECOVERED GOOD.
 NM1176'
 NM1176'REF NO. 4, 1935 REF NO. 4 1982 RECOVERED GOOD.
 NM1176'
 NM1176'AZIMUTH, HOSKS LAPLACE AZIMUTH 1935-1982 RECOVERED GOOD.
 NM1176'
 NM1176'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST AND 2 MILES
 NM1176'NORTH OF HOSKINS, NEBR.
 NM1176
 NM1176                          STATION RECOVERY (1989)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM1176'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHEAST OF HOSKINS, 4
 NM1176'KM (2.50 MI) NORTH OF STATE HIGHWAY 35, ON A COUNTY ROAD RIGHT-OF-WAY.
 NM1176'OWNERSHIP--WAYNE COUNTY.
 NM1176'TO REACH THE STATION FROM THE HOSKINS HIGH SCHOOL, GO SOUTH ON MAIN
 NM1176'STREET FOR 0.42 KM (0.25 MI) TO THE JUNCTION WITH STATE HIGHWAY 35.
 NM1176'TURN LEFT AND GO EAST ON HIGHWAY 35 FOR 2.89 KM (1.80 MI) TO A GRAVEL
 NM1176'CROSSROAD.  TURN LEFT AND GO NORTH FOR 2.42 KM (1.50 MI) TO A
 NM1176'TRANSMISSION LINE CROSSING.  CONTINUE AHEAD FOR 3.00 KM (1.85 MI) TO
 NM1176'HIGH GROUND AND THE STATION ON THE LEFT.
 NM1176'THE STATION MARK IS SET 7.9 M (25.9 FT) WEST OF THE ROAD CENTER, 2.1 M
 NM1176'(6.9 FT) EAST OF A WIRE FENCE, 0.7 M (2.3 FT) NORTH OF A WITNESS POST,
 NM1176'AND PROJECTS 5 CM ABOVE THE SURFACE.
 NM1176'DESCRIBED BY G.R. HEID, TYPED BY R.D.BALL.
 NM1176
 NM1176                          STATION RECOVERY (1995)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1176'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST-SOUTHWEST OF WINSIDE,
 NM1176'3.5 MI (5.6 KM) NORTH-NORTHEAST OF HOSKINS, 2.5 MI (4.0 KM) NORTH OF
 NM1176'STATE HIGHWAY 35, ON THE WEST RIGHT-OF-WAY OF GRAVELED COUNTY ROAD AND
 NM1176'IN THE SE1/4, SEC11, T25N, R1E.  TO REACH THE MARK FROM THE HOSKINS
 NM1176'POST OFFICE, GO SOUTH ON MAIN STREET FOR 0.50 MI (0.80 KM) TO STATE
 NM1176'HIGHWAY 35.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 1.80 MI (2.90
 NM1176'KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED
 NM1176'ROAD FOR 3.40 MI (5.47 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET
 NM1176'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT
 NM1176'(6.1 CM) ABOVE THE GROUND.  IT IS 27.5 FT (8.4 M) WEST OF THE
 NM1176'CENTERLINE OF THE ROAD, 7.2 FT (2.2 M) EAST OF THE WEST RIGHT-OF-WAY
 NM1176'FENCE, 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST,
 NM1176'2.45 FT (0.75 M) NORTH OF A METAL WITNESS POST AND ABOUT 1 FT (0.3 M)
 NM1176'HIGHER THAN THE ROAD.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH
 NM1176'SIDE OF THE MARK.
 NM1176
 NM1176                          STATION RECOVERY (2000)
 NM1176
 NM1176'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1176'RECOVERED AS DESCRIBED.
 NM1176
 NM1176                          STATION RECOVERY (2006)
 NM1176
 NM1176'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 NM1176'RECOVERED IN GOOD CONDITION.
 NM1176
 NM1176                          STATION RECOVERY (2013)
 NM1176
 NM1176'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1923 ***********************************************************************
 NM1923  DESIGNATION -  HOSKINS LAPLACE AZI AZ MK
 NM1923  PID         -  NM1923
 NM1923  STATE/COUNTY-  NE/WAYNE
 NM1923  COUNTRY     -  US
 NM1923  USGS QUAD   -  NORFOLK NE (2017)
 NM1923
 NM1923                         *CURRENT SURVEY CONTROL
 NM1923  ______________________________________________________________________
 NM1923* NAD 83(1995) POSITION- 42 08 55.76032(N) 097 16 10.38638(W)   ADJUSTED
 NM1923* NAVD 88 ORTHO HEIGHT -   559.9   (meters)     1837.    (feet) VERTCON
 NM1923  ______________________________________________________________________
 NM1923  GEOID HEIGHT    -        -24.805 (meters)                     GEOID18
 NM1923  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 NM1923  HORZ ORDER      -  THIRD
 NM1923
 NM1923.The horizontal coordinates were established by classical geodetic methods
 NM1923.and adjusted by the National Geodetic Survey in August 1997.
 NM1923
 NM1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1923
 NM1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1923.GEOID18 height accuracy estimate available here.
 NM1923
 NM1923.Click photographs - Photos may exist for this station.
 NM1923
 NM1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1923
 NM1923. The following values were computed from the NAD 83(1995) position.
 NM1923
 NM1923;                    North         East     Units Scale Factor Converg.
 NM1923;SPC NE       -   260,646.064   725,591.484   MT  0.99972151   +1 48 34.1
 NM1923;SPC NE       -   855,136.29  2,380,544.73   sFT  0.99972151   +1 48 34.1
 NM1923;UTM  14      - 4,667,749.148   642,979.395   MT  0.99985154   +1 09 41.1
 NM1923
 NM1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1923!SPC NE       -   0.99991608  x   0.99972151  =   0.99963761
 NM1923!UTM  14      -   0.99991608  x   0.99985154  =   0.99976763
 NM1923
 NM1923:                Primary Azimuth Mark                     Grid Az
 NM1923:SPC NE       -  HOSKINS LAPLACE AZI                      343 59 49.8
 NM1923:UTM  14      -  HOSKINS LAPLACE AZI                      344 38 42.8
 NM1923
 NM1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4297967749(NAD 83)
 NM1923
 NM1923|---------------------------------------------------------------------|
 NM1923| PID    Reference Object                     Distance      Geod. Az  |
 NM1923|                                                           dddmmss.s |
 NM1923| NM1771 WINSIDE TANK                        APPROX. 8.5 KM 0653730.3 |
 NM1923| NM1772 CHURCH SPIRE B                      APPROX. 8.9 KM 3024540.5 |
 NM1923| NM1176 HOSKINS LAPLACE AZI                 APPROX. 0.6 KM 3454823.9 |
 NM1923|---------------------------------------------------------------------|
 NM1923
 NM1923                          SUPERSEDED SURVEY CONTROL
 NM1923
 NM1923  NAD 83(1986)-  42 08 55.76915(N)    097 16 10.38635(W) AD(       ) 3
 NM1923  NGVD 29 (02/23/90)  559.7    (m)         1836.     (f) VERT ANG       
 NM1923
 NM1923.Superseded values are not recommended for survey control.
 NM1923
 NM1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1923.See file dsdata.pdf to determine how the superseded data were derived.
 NM1923
 NM1923_MARKER: DZ = AZIMUTH MARK DISK
 NM1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1923_STAMPING: HOSKINS LA PLACE AZIMUTH 1935 1982
 NM1923_MARK LOGO: NGS
 NM1923_PROJECTION: FLUSH
 NM1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1923+STABILITY: SURFACE MOTION
 NM1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1923+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NM1923
 NM1923  HISTORY     - Date     Condition        Report By
 NM1923  HISTORY     - 1982     MONUMENTED       NGS
 NM1923
 NM1923                          STATION DESCRIPTION
 NM1923
 NM1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NM1923'THE STATION IS LOCATED ABOUT 17.9 KM (11.10 MI) NORTHEAST FROM
 NM1923'NORFOLK, 8 KM (4.95 MI) WEST-SOUTHWEST OF WINSIDE, 4.8 KM (3.00 MI)
 NM1923'NORTH-NORTHEAST FROM HOSKINS AND ON THE NORTH RIGHT-OF-WAY OF A GRADED
 NM1923'COUNTY ROAD.  OWNERSHIP-WAYNE COUNTY.
 NM1923'TO REACH THE STATION FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1923'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.  TURN LEFT AND GO
 NM1923'EAST ON THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A GRADED CROSSROAD.  TURN
 NM1923'LEFT AND GO NORTH ON THE GRADED ROAD FOR 4.99 KM (3.10 MI) TO A GRADED
 NM1923'CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) TO THE MARK
 NM1923'ON THE LEFT, AT A POWER POLE.
 NM1923'THE MARKS ARE 9.6 M (31.5 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 NM1923'1.74 M (5.7 FT) WEST FROM THE POWER POLE AND 0.66 M (2.2 FT) EAST FROM
 NM1923'A WITNESS POST.  THE UNDERGROUND MARK IS 1.0 M (3.3 FT) BELOW THE
 NM1923'GROUND SURFACE AND THE SURFACE MARK IS FLUSH WITH THE GROUND SURFACE.
 NM1923'DESCRIBED BY J.A. ODUM
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1780 ***********************************************************************
 NM1780  DESIGNATION -  HOSKINS RM 2
 NM1780  PID         -  NM1780
 NM1780  STATE/COUNTY-  NE/WAYNE
 NM1780  COUNTRY     -  US
 NM1780  USGS QUAD   -  HOSKINS (2017)
 NM1780
 NM1780                         *CURRENT SURVEY CONTROL
 NM1780  ______________________________________________________________________
 NM1780* NAD 83(1995) POSITION- 42 05 48.48456(N) 097 16 16.01521(W)   ADJUSTED
 NM1780* NAVD 88 ORTHO HEIGHT -   567.1   (meters)     1861.    (feet) VERTCON
 NM1780  ______________________________________________________________________
 NM1780  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 NM1780  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 NM1780  HORZ ORDER      -  THIRD
 NM1780  VERT ORDER      -  THIRD ? (See Below)
 NM1780
 NM1780.The horizontal coordinates were established by classical geodetic methods
 NM1780.and adjusted by the National Geodetic Survey in August 1997.
 NM1780
 NM1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1780
 NM1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1780.GEOID18 height accuracy estimate available here.
 NM1780
 NM1780.The vertical order pertains to the NGVD 29 superseded value.
 NM1780
 NM1780.Click photographs - Photos may exist for this station.
 NM1780
 NM1780.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1780
 NM1780. The following values were computed from the NAD 83(1995) position.
 NM1780
 NM1780;                    North         East     Units Scale Factor Converg.
 NM1780;SPC NE       -   254,868.228   725,644.642   MT  0.99971173   +1 48 30.3
 NM1780;SPC NE       -   836,180.18  2,380,719.13   sFT  0.99971173   +1 48 30.3
 NM1780;UTM  14      - 4,661,970.301   642,967.141   MT  0.99985150   +1 09 33.2
 NM1780
 NM1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1780!SPC NE       -   0.99991496  x   0.99971173  =   0.99962671
 NM1780!UTM  14      -   0.99991496  x   0.99985150  =   0.99976647
 NM1780
 NM1780:                Primary Azimuth Mark                     Grid Az
 NM1780:SPC NE       -  STA 40                                   293 28 23.3
 NM1780:UTM  14      -  STA 40                                   294 07 20.4
 NM1780
 NM1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4296761970(NAD 83)
 NM1780
 NM1780|---------------------------------------------------------------------|
 NM1780| PID    Reference Object                     Distance      Geod. Az  |
 NM1780|                                                           dddmmss.s |
 NM1780| CO2142 AZ S GABLE SCHOOL HOUSE                            0014525.6 |
 NM1780| NM1781 STA 40                              APPROX. 5.9 KM 2951653.6 |
 NM1780| NM1774 HOSKINS TANK                        APPROX. 3.1 KM 2960503.7 |
 NM1780|---------------------------------------------------------------------|
 NM1780
 NM1780                          SUPERSEDED SURVEY CONTROL
 NM1780
 NM1780  NAD 83(1986)-  42 05 48.49341(N)    097 16 16.01424(W) AD(       ) 3
 NM1780  NAD 27      -  42 05 48.48028(N)    097 16 14.83499(W) AD(       ) 3
 NM1780
 NM1780.Superseded values are not recommended for survey control.
 NM1780
 NM1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1780.See file dsdata.pdf to determine how the superseded data were derived.
 NM1780
 NM1780_MARKER: DR = REFERENCE MARK DISK
 NM1780_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1780_STAMPING: HOSKINS NO 2 1935
 NM1780_MARK LOGO: CGS
 NM1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1780
 NM1780  HISTORY     - Date     Condition        Report By
 NM1780  HISTORY     - 1935     MONUMENTED       CGS
 NM1780
 NM1780                          STATION DESCRIPTION
 NM1780
 NM1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1780'HOSKINS, 1.0 MI S. AND 1.8 MI E. OF, T. 25 N., R. 1 E., NEAR S.
 NM1780'SIXTEENTH COR. BETWEEN SECS. 35 AND 36, 147 FT N. AND 32 FT W. OF
 NM1780'CENTER OF RD. AT FENCE W.  A STANDARD USC AND GS TABLET SET IN A
 NM1780'CONCRETE POST AND STAMPED---HOSKINS R.M. NO 2 1935---/HOSKINS TRI. STA
 NM1780'- DESTROYED.  HOSKINS R.M. NO 1 - DISTURBED.  R.M. NO 2 - OK/.
 NM1780'AZIMUTH TO HOSKINS WATER TANK ABOUT 2.0 MI DISTANT--N 63 DEG 55 MIN
 NM1780'W.  AZIMUTH TO S. GABLE OF SCHOOLHOUSE ABOUT 1.5 MI DISTANT--N 1 DEG
 NM1780'45 MIN 20 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1774 ***********************************************************************
 NM1774  DESIGNATION -  HOSKINS TANK
 NM1774  PID         -  NM1774
 NM1774  STATE/COUNTY-  NE/WAYNE
 NM1774  COUNTRY     -  US
 NM1774  USGS QUAD   -  HOSKINS (2017)
 NM1774
 NM1774                         *CURRENT SURVEY CONTROL
 NM1774  ______________________________________________________________________
 NM1774* NAD 83(1995) POSITION- 42 06 32.72323(N) 097 18 17.42072(W)   ADJUSTED
 NM1774* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 NM1774  ______________________________________________________________________
 NM1774  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 NM1774  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 NM1774  HORZ ORDER      -  THIRD
 NM1774
 NM1774.The horizontal coordinates were established by classical geodetic methods
 NM1774.and adjusted by the National Geodetic Survey in August 1997.
 NM1774
 NM1774.The orthometric height was scaled from a topographic map.
 NM1774
 NM1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1774.GEOID18 height accuracy estimate available here.
 NM1774
 NM1774.Click photographs - Photos may exist for this station.
 NM1774
 NM1774.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1774
 NM1774. The following values were computed from the NAD 83(1995) position.
 NM1774
 NM1774;                    North         East     Units Scale Factor Converg.
 NM1774;SPC NE       -   256,144.654   722,814.488   MT  0.99971396   +1 47 09.9
 NM1774;SPC NE       -   840,367.92  2,371,433.87   sFT  0.99971396   +1 47 09.9
 NM1774;UTM  14      - 4,663,278.886   640,151.254   MT  0.99984169   +1 08 12.7
 NM1774
 NM1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1774!SPC NE       -   0.99992262  x   0.99971396  =   0.99963661
 NM1774!UTM  14      -   0.99992262  x   0.99984169  =   0.99976433
 NM1774
 NM1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4015163278(NAD 83)
 NM1774
 NM1774                          SUPERSEDED SURVEY CONTROL
 NM1774
 NM1774  NAD 83(1986)-  42 06 32.73202(N)    097 18 17.42098(W) AD(       ) 3
 NM1774  NAD 27      -  42 06 32.71300(N)    097 18 16.24300(W) AD(       ) 3
 NM1774
 NM1774.Superseded values are not recommended for survey control.
 NM1774
 NM1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1774.See file dsdata.pdf to determine how the superseded data were derived.
 NM1774
 NM1774_MARKER: 53 = ELEVATED TANK
 NM1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1774+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1982
 NM1774
 NM1774  HISTORY     - Date     Condition        Report By
 NM1774  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1774  HISTORY     - 1935     GOOD             CGS
 NM1774  HISTORY     - 1961     GOOD             USGS
 NM1774  HISTORY     - 19820710 GOOD             NGS
 NM1774
 NM1774                          STATION DESCRIPTION
 NM1774
 NM1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1774'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL TANK FOR THE
 NM1774'WATER SUPPLY OF THE TOWN OF HOSKINS.  LOCATED IN THE SOUTH
 NM1774'CENTRAL PART OF TOWN.  APPROXIMATELY 100 FEET HIGH.
 NM1774'
 NM1774'OBSERVED UPON FROM STATIONS HOSKINS LAPLACE AZI., NORFOLK,
 NM1774'AND HOSKINS.
 NM1774
 NM1774                          STATION RECOVERY (1935)
 NM1774
 NM1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1774'RECOVERED IN GOOD CONDITION.
 NM1774
 NM1774                          STATION RECOVERY (1961)
 NM1774
 NM1774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1774'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NM1774
 NM1774                          STATION RECOVERY (1982)
 NM1774
 NM1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1171 ***********************************************************************
 ML1171  DESIGNATION -  HOWARD
 ML1171  PID         -  ML1171
 ML1171  STATE/COUNTY-  NE/LOUP
 ML1171  COUNTRY     -  US
 ML1171  USGS QUAD   -  ALMERIA (2017)
 ML1171
 ML1171                         *CURRENT SURVEY CONTROL
 ML1171  ______________________________________________________________________
 ML1171* NAD 83(1995) POSITION- 41 45 35.52804(N) 099 35 32.49982(W)   ADJUSTED
 ML1171* NAVD 88 ORTHO HEIGHT -   829.9   (meters)     2723.    (feet) VERTCON
 ML1171  ______________________________________________________________________
 ML1171  GEOID HEIGHT    -        -22.768 (meters)                     GEOID18
 ML1171  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 ML1171  HORZ ORDER      -  FIRST
 ML1171
 ML1171.The horizontal coordinates were established by classical geodetic methods
 ML1171.and adjusted by the National Geodetic Survey in August 1997.
 ML1171
 ML1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1171
 ML1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1171.GEOID18 height accuracy estimate available here.
 ML1171
 ML1171.Click photographs - Photos may exist for this station.
 ML1171
 ML1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1171
 ML1171. The following values were computed from the NAD 83(1995) position.
 ML1171
 ML1171;                    North         East     Units Scale Factor Converg.
 ML1171;SPC NE       -   213,974.810   533,888.507   MT  0.99966839   +0 16 12.5
 ML1171;SPC NE       -   702,015.69  1,751,599.21   sFT  0.99966839   +0 16 12.5
 ML1171;UTM  14      - 4,623,284.838   450,757.957   MT  0.99962984   -0 23 40.3
 ML1171
 ML1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1171!SPC NE       -   0.99987342  x   0.99966839  =   0.99954185
 ML1171!UTM  14      -   0.99987342  x   0.99962984  =   0.99950331
 ML1171
 ML1171:                Primary Azimuth Mark                     Grid Az
 ML1171:SPC NE       -  HOWARD RM 3 AZIMUTH                      007 18 06.3
 ML1171:UTM  14      -  HOWARD RM 3 AZIMUTH                      007 57 59.1
 ML1171
 ML1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5075723284(NAD 83)
 ML1171
 ML1171|---------------------------------------------------------------------|
 ML1171| PID    Reference Object                     Distance      Geod. Az  |
 ML1171|                                                           dddmmss.s |
 ML1171| CQ5599 HOWARD RM 3 AZIMUTH                                0073418.8 |
 ML1171| ML1138 SARGENT REGION 26 RADIO MAST        APPROX.19.5 KM 1091403.7 |
 ML1171| CQ5597 HOWARD RM 1                          18.467 METERS 15006     |
 ML1171| CQ5598 HOWARD RM 2                          22.230 METERS 31046     |
 ML1171|---------------------------------------------------------------------|
 ML1171
 ML1171                          SUPERSEDED SURVEY CONTROL
 ML1171
 ML1171  NAD 83(1986)-  41 45 35.53552(N)    099 35 32.50696(W) AD(       ) 1
 ML1171  NAD 27      -  41 45 35.52219(N)    099 35 31.09325(W) AD(       ) 1
 ML1171  NGVD 29 (07/19/86)  829.6    (m)         2722.     (f) VERT ANG       
 ML1171
 ML1171.Superseded values are not recommended for survey control.
 ML1171
 ML1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1171.See file dsdata.pdf to determine how the superseded data were derived.
 ML1171
 ML1171_MARKER: DH = HORIZONTAL CONTROL DISK
 ML1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1171_STAMPING: HOWARD 1973
 ML1171_MARK LOGO: NGS
 ML1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1171+STABILITY: SURFACE MOTION
 ML1171
 ML1171  HISTORY     - Date     Condition        Report By
 ML1171  HISTORY     - 1973     MONUMENTED       NGS
 ML1171
 ML1171                          STATION DESCRIPTION
 ML1171
 ML1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1171'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF THE MILBURN
 ML1171'DIVERSION DAM, 9 MILES WEST OF TAYLOR, 8 MILES NORTHEAST OF
 ML1171'THE SMALL TOWN OF MILBURN, 6.5 MILES SOUTH-SOUTHWEST OF ALMERIA
 ML1171'AND ON THE HIGHEST RIDGE IN THE AREA.  IT IS ON THE PROPERTY OF
 ML1171'MR. EDWARD HOWARD.
 ML1171'
 ML1171'TO REACH FROM THE POST OFFICE IN TAYLOR, GO SOUTH ON PAVED
 ML1171'STREET FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 91.  TURN
 ML1171'RIGHT AND GO WEST ON STATE HIGHWAY 91 FOR 4.55 MILES TO A
 ML1171'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 ML1171'FOR 6.65 MILES TO A DRIVEWAY ON LEFT AND MAIL BOX WITH EDWARD
 ML1171'HOWARD WRITTEN ON IT.  TURN LEFT INTO THE DRIVE AND GO SOUTH FOR
 ML1171'0.1 MILE TO REFERENCE MARK 3 ON LEFT, NEXT TO A POWER POLE.
 ML1171'TURN RIGHT AND GO WEST PASSING THROUGH A GATE AT THE SOUTHWEST
 ML1171'CORNER OF FARM YARD.  TURN LEFT AND GO SOUTH ALONG THE WEST
 ML1171'SIDE OF A FENCE FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE
 ML1171'AND CONTINUE SOUTH ON A TRACK ROAD FOR 0.45 MILE TO A GATE.
 ML1171'PASS THROUGH THE GATE AND GO AROUND NORTH SIDE OF A NORTH
 ML1171'AND SOUTH FENCE LINE, THEN GO SOUTH ALONG THE WEST SIDE OF
 ML1171'THE FENCE LINE FOR 0.1 MILE TO A GATE.  TURN LEFT AND PASS
 ML1171'THROUGH GATE GOING SOUTH AND SOUTHEAST FOR 0.2 TO THE
 ML1171'TOP OF RIDGE AND STATION AS DESCRIBED.
 ML1171'
 ML1171'STATION MARK IS A STANDARD DISK STAMPED HOWARD 1973, SET IN THE
 ML1171'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 ML1171'GROUND SURFACE.  THE UNDERGROUND DISK IS STANDARD AND SET ABOUT
 ML1171'52 INCHES DEEP.  IT IS 11 FEET NORTHEAST OF A METAL WITNESS
 ML1171'POST WITH SIGN ATTACHED.
 ML1171'
 ML1171'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED HOWARD
 ML1171'NO 1 1973, SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 ML1171'PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 74 FEET
 ML1171'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND SET
 ML1171'IN THE FENCE LINE ABOUT 2 FEET LOWER IN ELEVATION THAN STATION.
 ML1171'
 ML1171'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOWARD NO 2 1973,
 ML1171'SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1171'5 INCHES ABOVE GROUND SURFACE.  IT IS 57 FEET NORTH-NORTHWEST
 ML1171'OF THE METAL WITNESS POST WITH SIGN ATTACHED, 1 FOOT NORTHEAST
 ML1171'OF FENCE LINE AND ABOUT THE SAME ELEVATION AS STATION.
 ML1171'
 ML1171'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOWARD NO 3 1973,
 ML1171'SET IN TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 ML1171'GROUND SURFACE.  IT IS 52 FEET NORTH OF A GRAIN BUILDING, 27
 ML1171'FEET WEST OF A FENCE, 3 FEET SOUTH OF A POWER POLE AND IN THE
 ML1171'BARN YARD.  THE MARK WAS USED AS A AZIMUTH FOR STATION HOWARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0494 ***********************************************************************
 LJ0494  DESIGNATION -  HOWARD
 LJ0494  PID         -  LJ0494
 LJ0494  STATE/COUNTY-  NE/DUNDY
 LJ0494  COUNTRY     -  US
 LJ0494  USGS QUAD   -  ROCK CANYON (2017)
 LJ0494
 LJ0494                         *CURRENT SURVEY CONTROL
 LJ0494  ______________________________________________________________________
 LJ0494* NAD 83(1995) POSITION- 40 08 16.93705(N) 101 28 26.58515(W)   ADJUSTED
 LJ0494* NAVD 88 ORTHO HEIGHT -  1015.23  (+/-2cm)     3330.8   (feet) VERTCON
 LJ0494  ______________________________________________________________________
 LJ0494  GEOID HEIGHT    -        -23.145 (meters)                     GEOID18
 LJ0494  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 LJ0494  HORZ ORDER      -  FIRST
 LJ0494  VERT ORDER      -  THIRD ? (See Below)
 LJ0494
 LJ0494.The horizontal coordinates were established by classical geodetic methods
 LJ0494.and adjusted by the National Geodetic Survey in August 1997.
 LJ0494
 LJ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0494
 LJ0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0494.GEOID18 height accuracy estimate available here.
 LJ0494
 LJ0494.The vertical order pertains to the NGVD 29 superseded value.
 LJ0494
 LJ0494.Click photographs - Photos may exist for this station.
 LJ0494
 LJ0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0494
 LJ0494. The following values were computed from the NAD 83(1995) position.
 LJ0494
 LJ0494;                    North         East     Units Scale Factor Converg.
 LJ0494;SPC NE       -    34,903.736   374,392.457   MT  0.99994046   -0 58 36.7
 LJ0494;SPC NE       -   114,513.34  1,228,319.25   sFT  0.99994046   -0 58 36.7
 LJ0494;UTM  14      - 4,446,012.702   289,230.374   MT  1.00014690   -1 35 43.6
 LJ0494
 LJ0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0494!SPC NE       -   0.99984439  x   0.99994046  =   0.99978486
 LJ0494!UTM  14      -   0.99984439  x   1.00014690  =   0.99999127
 LJ0494
 LJ0494:                Primary Azimuth Mark                     Grid Az
 LJ0494:SPC NE       -  HOWARD AZ MK                             282 45 29.3
 LJ0494:UTM  14      -  HOWARD AZ MK                             283 22 36.2
 LJ0494
 LJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8923046012(NAD 83)
 LJ0494
 LJ0494|---------------------------------------------------------------------|
 LJ0494| PID    Reference Object                     Distance      Geod. Az  |
 LJ0494|                                                           dddmmss.s |
 LJ0494| CP8270 HOWARD RM 1                          23.430 METERS 10820     |
 LJ0494| CP8271 HOWARD RM 2                          24.189 METERS 18624     |
 LJ0494| LJ0499 BENKELMAN MUNICIPAL STANDPIPE       APPROX.11.3 KM 2095506.5 |
 LJ0494| CP8269 HOWARD AZ MK                                       2814652.6 |
 LJ0494|---------------------------------------------------------------------|
 LJ0494
 LJ0494                          SUPERSEDED SURVEY CONTROL
 LJ0494
 LJ0494  NAD 83(1986)-  40 08 16.93613(N)    101 28 26.58745(W) AD(       ) 1
 LJ0494  NAD 27      -  40 08 16.96000(N)    101 28 24.98900(W) AD(       ) 1
 LJ0494  NGVD 29            1014.87   (m)         3329.6    (f) LEVELING    3  
 LJ0494
 LJ0494.Superseded values are not recommended for survey control.
 LJ0494
 LJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0494.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0494
 LJ0494_MARKER: DS = TRIANGULATION STATION DISK
 LJ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0494_STAMPING: HOWARD 1935
 LJ0494_MARK LOGO: CGS
 LJ0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0494+STABILITY: SURFACE MOTION
 LJ0494
 LJ0494  HISTORY     - Date     Condition        Report By
 LJ0494  HISTORY     - 1935     MONUMENTED       CGS
 LJ0494  HISTORY     - 1973     GOOD             USGS
 LJ0494
 LJ0494                          STATION DESCRIPTION
 LJ0494
 LJ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0494'THE STATION IS ABOUT 6 MILES NORTH AND 3 MILES EAST OF BENKELMAN,
 LJ0494'ON THE HIGHEST POINT OF THE IRREGULAR DIVIDE-RIDGE BETWEEN
 LJ0494'INDIAN CREEK AND THE REPUBLICAN RIVER, IN THE NORTHEAST CORNER
 LJ0494'OF THE SOUTHEAST QUARTER OF SEC. 15, T. 2 N., R. 37 W.
 LJ0494'
 LJ0494'THE STATION MARK PROJECTS 8 INCHES AND IS
 LJ0494'1/3 MILE SOUTH OF AN EAST-AND-WEST FENCE AND 1 MILE SOUTH OF
 LJ0494'ANDY ROSENFELTS BUILDINGS ON INDIAN CREEK.
 LJ0494'
 LJ0494'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS
 LJ0494'EAST-SOUTHEAST OF THE STATION.
 LJ0494'
 LJ0494'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS SOUTH
 LJ0494'OF THE STATION.
 LJ0494'
 LJ0494'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS WEST OF
 LJ0494'THE STATION, ON A SPUR RIDGE OF THE DIVIDE ON WHICH THE STATION
 LJ0494'IS LOCATED.
 LJ0494'
 LJ0494'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0494'
 LJ0494'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 3
 LJ0494'AND 61, ONE BLOCK EAST OF THE DUNDY COUNTY COURTHOUSE, IN
 LJ0494'BENKELMAN, GO NORTH ON STATE HIGHWAY 61 FOR 5.6 MILES TO A
 LJ0494'GRADED CROSS ROAD.  (THERE IS A WHITE SCHOOLHOUSE IN THE
 LJ0494'SOUTHWEST ANGLE OF THIS INTERSECTION.) HERE LEAVE STATE HIGHWAY
 LJ0494'61, TURN RIGHT AND GO EAST ON GRADED ROAD 1.0 MILE TO ITS
 LJ0494'END, CONTINUE EAST ON PLAIN TRACK ROAD 0.25 MILE.  TURN LEFT
 LJ0494'AND GO NORTH 0.25 MILE TO A SMALL GRAY HOUSE, PASS ON THE WEST
 LJ0494'SIDE OF THE HOUSE AND CONTINUE NORTH 0.1 MILE TO A FORK, TAKE
 LJ0494'THE RIGHT FORK, PASS THROUGH WIRE GATE IN NORTH-AND-SOUTH
 LJ0494'FENCE AND GO EAST ON PLAIN TRACK ROAD ALONG RIDGE 0.9 MILE
 LJ0494'TO A POINT WHERE THE ROAD TURNS SHARP LEFT TO THE NORTH.  (THE
 LJ0494'AZIMUTH MARK IS AT THIS POINT.  THE STATION IS ON THE
 LJ0494'HIGHEST POINT OF THE RIDGE TO THE EAST AS SEEN FROM THIS
 LJ0494'POINT.) HERE LEAVE ROAD AND GO IN A GENERAL EASTERLY
 LJ0494'DIRECTION ALONG THE RIDGE 1.2 MILES TO THE NORTHWEST CORNER OF
 LJ0494'A FORMERLY CULTIVATED FIELD, (PASSING THROUGH WIRE GATE IN A
 LJ0494'NORTH-AND-SOUTH FENCE ABOUT 100 YARDS NORTH OF A
 LJ0494'T-INTERSECTION OF FENCES IN A DRAW AT MILEAGE 0.7).  FROM
 LJ0494'THE CORNER OF THE FIELD GO NORTH ALONG SPUR RIDGE 0.3 MILE
 LJ0494'TO TOP OF HIGHEST POINT OF RIDGE AND STATION.
 LJ0494'
 LJ0494'NOTE--THE LAST 1.5 MILES OF TRAVEL ACROSS COUNTRY ALONG THE RIDGE
 LJ0494'IS VERY ROUGH GOING.
 LJ0494
 LJ0494                          STATION RECOVERY (1973)
 LJ0494
 LJ0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0494'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE FOUND IN GOOD
 LJ0494'CONDITION AS DESCRIBED.  DISTANCE TO R.M. 1 MISSED + 0.007 METERS.
 LJ0494'R.M. 2 MISSED + 0.004 METERS.  BETWEEN R.M. 1 AND R.M. 2 MISSED
 LJ0494'+ 0.009 METERS.
 LJ0494'
 LJ0494'DIRECTION TO R.M. 1 MISSED -09.07 SECONDS IN AZIMUTH, R.M. 2 MISSED
 LJ0494'+ 09.12 SECONDS IN AZIMUTH.  AZ. MK. MISSED + 0.85 SECONDS IN
 LJ0494'AZIMUTH.
 LJ0494'
 LJ0494'THE OLD DESCRIPTION IS ADEQUATE.  3RD ORDER LEVELS FOR BM ELEVATION
 LJ0494'ESTABLISHED BY USGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1875 ***********************************************************************
 MK1875  CBN         -  This is a Cooperative Base Network Control Station.
 MK1875  DESIGNATION -  HROMAS
 MK1875  PID         -  MK1875
 MK1875  STATE/COUNTY-  NE/BUTLER
 MK1875  COUNTRY     -  US
 MK1875  USGS QUAD   -  DWIGHT (2017)
 MK1875
 MK1875                         *CURRENT SURVEY CONTROL
 MK1875  ______________________________________________________________________
 MK1875* NAD 83(2011) POSITION- 41 04 44.82881(N) 097 07 08.32424(W)   ADJUSTED
 MK1875* NAD 83(2011) ELLIP HT-   471.939 (meters)        (06/27/12)   ADJUSTED
 MK1875* NAD 83(2011) EPOCH   -  2010.00
 MK1875* NAVD 88 ORTHO HEIGHT -   498.4   (meters)     1635.    (feet) GPS OBS
 MK1875  ______________________________________________________________________
 MK1875  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MK1875  GEOID HEIGHT    -        -26.413 (meters)                     GEOID93
 MK1875  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 MK1875  NAD 83(2011) X  -   -596,745.815 (meters)                     COMP
 MK1875  NAD 83(2011) Y  - -4,778,057.205 (meters)                     COMP
 MK1875  NAD 83(2011) Z  -  4,169,360.621 (meters)                     COMP
 MK1875  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 MK1875
 MK1875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1875  Standards:
 MK1875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1875  -------------------------------------------------------------------
 MK1875  NETWORK    0.49   1.31           0.23   0.15   0.67     -0.00017014
 MK1875  -------------------------------------------------------------------
 MK1875  Click here for local accuracies and other accuracy information.
 MK1875
 MK1875.The horizontal coordinates were established by GPS observations
 MK1875.and adjusted by the National Geodetic Survey in June 2012.
 MK1875
 MK1875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1875.been affixed to the stable North American tectonic plate. See 
 MK1875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1875
 MK1875.The horizontal coordinates are valid at the epoch date displayed above
 MK1875.which is a decimal equivalence of Year/Month/Day.
 MK1875
 MK1875.The orthometric height was determined by GPS observations and a
 MK1875.high-resolution geoid model.
 MK1875
 MK1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1875.GEOID18 height accuracy estimate available here.
 MK1875
 MK1875.Click photographs - Photos may exist for this station.
 MK1875
 MK1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1875
 MK1875.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1875
 MK1875.The ellipsoidal height was determined by GPS observations
 MK1875.and is referenced to NAD 83.
 MK1875
 MK1875. The following values were computed from the NAD 83(2011) position.
 MK1875
 MK1875;                    North         East     Units Scale Factor Converg.
 MK1875;SPC NE       -   142,346.899   741,984.380   MT  0.99968616   +1 54 33.3
 MK1875;SPC NE       -   467,016.45  2,434,327.09   sFT  0.99968616   +1 54 33.3
 MK1875;UTM  14      - 4,549,244.783   658,011.357   MT  0.99990730   +1 14 10.6
 MK1875
 MK1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1875!SPC NE       -   0.99992598  x   0.99968616  =   0.99961216
 MK1875!UTM  14      -   0.99992598  x   0.99990730  =   0.99983328
 MK1875
 MK1875:                Primary Azimuth Mark                     Grid Az
 MK1875:SPC NE       -  HROMAS AZ MK                             114 55 42.3
 MK1875:UTM  14      -  HROMAS AZ MK                             115 36 05.0
 MK1875
 MK1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5801149244(NAD 83)
 MK1875
 MK1875|---------------------------------------------------------------------|
 MK1875| PID    Reference Object                     Distance      Geod. Az  |
 MK1875|                                                           dddmmss.s |
 MK1875| MK1867 BRAINARD HOLY TRINITY CH SPIRE      APPROX.15.5 KM 0384429.9 |
 MK1875| CQ5603 HROMAS AZ MK                                       1165015.6 |
 MK1875| AJ4405 HROMAS RM 1                          28.142 METERS 22934     |
 MK1875| LG0806 WACO TANK                           APPROX.35.4 KM 2350127.1 |
 MK1875| MK1890 GRESHAM MUNICIPAL TANK              APPROX.24.6 KM 2563812.5 |
 MK1875| MK1881 ULYSSES TANK                        APPROX. 7.3 KM 2653006.3 |
 MK1875| MK1892 SHELBY CATHOLIC CH DOME             APPROX.28.5 KM 2954654.5 |
 MK1875| MK1891 SHELBY MUNICIPAL TANK               APPROX.28.9 KM 2962844.2 |
 MK1875| MK1885 RISING CITY STANDPIPE               APPROX.19.6 KM 3105055.8 |
 MK1875| MK1884 RISING CITY METH CH SPIRE           APPROX.19.9 KM 3110111.7 |
 MK1875| CQ5604 HROMAS RM 2                          31.780 METERS 31523     |
 MK1875| MK1863 DAVID CITY TANK                     APPROX.19.5 KM 3595450.7 |
 MK1875|---------------------------------------------------------------------|
 MK1875
 MK1875                          SUPERSEDED SURVEY CONTROL
 MK1875
 MK1875  NAD 83(2007)-  41 04 44.82879(N)    097 07 08.32480(W) AD(2002.00) 0
 MK1875  ELLIP H (02/10/07)  471.960  (m)                       GP(2002.00)    
 MK1875  ELLIP H (09/24/01)  471.946  (m)                       GP(       ) 4 1
 MK1875  NAD 83(1995)-  41 04 44.82875(N)    097 07 08.32412(W) AD(       ) B
 MK1875  ELLIP H (06/25/96)  472.013  (m)                       GP(       ) 1 1
 MK1875  NAD 83(1986)-  41 04 44.83796(N)    097 07 08.32250(W) AD(       ) 1
 MK1875  NAD 27      -  41 04 44.78842(N)    097 07 07.19500(W) AD(       ) 1
 MK1875
 MK1875.Superseded values are not recommended for survey control.
 MK1875
 MK1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1875.See file dsdata.pdf to determine how the superseded data were derived.
 MK1875
 MK1875_MARKER: DS = TRIANGULATION STATION DISK
 MK1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1875_STAMPING: HROMAS 1935
 MK1875_MARK LOGO: CGS
 MK1875_PROJECTION: RECESSED 30 CENTIMETERS
 MK1875_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1875+STABILITY: SURFACE MOTION
 MK1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1875+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1995
 MK1875
 MK1875  HISTORY     - Date     Condition        Report By
 MK1875  HISTORY     - 1935     MONUMENTED       CGS
 MK1875  HISTORY     - 1967     GOOD             CGS
 MK1875  HISTORY     - 19950822 GOOD             NE-109
 MK1875
 MK1875                          STATION DESCRIPTION
 MK1875
 MK1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1875'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 20, T. 13 N.,
 MK1875'R. 3 E., ABOUT 4 MILES EAST OF ULYSSES AND 1 MILE WEST OF
 MK1875'STATE HIGHWAY 15, 53 FEET EAST OF THE NORTH-SOUTH ROAD
 MK1875'CENTERLINE, 23 FEET EAST AND 8 FEET SOUTH OF FENCE CORNER
 MK1875'
 MK1875'TO REACH FROM ULYSSES RAILROAD DEPOT, GO EAST ON
 MK1875'GRAVEL ROAD FOR 4.3 MILES, TURN LEFT AND GO 0.25 MILE NORTH
 MK1875'ON GRADED DIRT ROAD TO FENCE CORNER, LONE TREE AND MARK ON
 MK1875'RIGHT.  MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 MK1875'
 MK1875'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION.  TO REACH FROM
 MK1875'STATION, GO SOUTH 0.25 MILE, TURN LEFT AND GO 0.45 MILE EAST
 MK1875'TO MARK ON LEFT IN NORTH-SOUTH FENCE LINE, 8 FEET NORTH OF
 MK1875'FENCE CORNER, 42 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD,
 MK1875'AND PROJECTS 5 INCHES.
 MK1875'
 MK1875'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, IN WEST RIGHT-OF-WAY
 MK1875'FENCE LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 MK1875'MARK PROJECTS 4 INCHES.
 MK1875'
 MK1875'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, IN WEST RIGHT-OF-WAY
 MK1875'FENCE LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 MK1875'MARK PROJECTS 4 INCHES.
 MK1875'
 MK1875'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 MK1875
 MK1875                          STATION RECOVERY (1967)
 MK1875
 MK1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 MK1875'DESCRIPTION IS ADEQUATE.  ALL MARKS RECOVERED IN GOOD CONDITION.
 MK1875
 MK1875                          STATION RECOVERY (1995)
 MK1875
 MK1875'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 MK1875'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 12 MI (19.3
 MK1875'KM) NORTH OF SEWARD, 5.25 MI (8.45 KM) WEST OF DWIGHT, 4.5 MI (7.2 KM)
 MK1875'EAST OF ULYSSES, 1 MI (1.6 KM) WEST OF STATE HIGHWAY 15, 0.25 MI (0.40
 MK1875'KM) NORTH OF STATE ROAD 12C SPUR, IN THE SW1/4, SEC20, T13N, R3E AND
 MK1875'IN THE NORTHWEST CORNER OF A PASTURE ON PROPERTY OWNED BY EUGENE
 MK1875'HROMAS, ULYSSES, NEBRASKA.  TELEPHONE 402-549-2269.  TO REACH THE MARK
 MK1875'FROM THE POST OFFICE IN ULYSSES, GO NORTH ON 4TH STREET FOR 3 BLOCKS
 MK1875'TO G STREET.  TURN RIGHT AND GO EAST FOR 2 BLOCKS TO 2ND STREET AND
 MK1875'THE BEGINNING OF ASHPALT.  CONTINUE EAST ON STATE ROAD 12C SPUR FOR
 MK1875'4.2 MI (6.8 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON
 MK1875'COUNTY ROAD N FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT.  THE
 MK1875'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED
 MK1875'ABOUT 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  IT IS 104.23 FT (31.77
 MK1875'M) SOUTHEAST OF REFERENCE MARK 2, 92.33 FT (28.14 M) NORTHEAST OF
 MK1875'REFERENCE MARK 1, 60.0 FT (18.3 M) SOUTHEAST OF A UTILITY POLE, 48.0
 MK1875'FT (14.6 M) EAST OF THE CENTERLINE OF ROAD N, 14.0 FT (4.3 M)
 MK1875'SOUTHEAST OF A FENCE CORNER POST, 11.0 FT (3.4 M) EAST OF A
 MK1875'NORTH-SOUTH FENCE AND A WITNESS POST AND 8.5 FT (2.6 M) SOUTH OF AN
 MK1875'EAST-WEST FENCE AND A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE
 MK1875'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ4405 ***********************************************************************
 AJ4405  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4405  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4405  DESIGNATION -  HROMAS RM 1
 AJ4405  PID         -  AJ4405
 AJ4405  STATE/COUNTY-  NE/BUTLER
 AJ4405  COUNTRY     -  US
 AJ4405  USGS QUAD   -  DWIGHT (2017)
 AJ4405
 AJ4405                         *CURRENT SURVEY CONTROL
 AJ4405  ______________________________________________________________________
 AJ4405* NAD 83(2011) POSITION- 41 04 44.23721(N) 097 07 09.24197(W)   ADJUSTED
 AJ4405* NAD 83(2011) ELLIP HT-   472.082 (meters)        (06/27/12)   ADJUSTED
 AJ4405* NAD 83(2011) EPOCH   -  2010.00
 AJ4405* NAVD 88 ORTHO HEIGHT -   498.56  (meters)     1635.7   (feet) GPS OBS
 AJ4405  ______________________________________________________________________
 AJ4405  NAVD 88 orthometric height was determined with an earlier geoid model
 AJ4405  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 AJ4405  NAD 83(2011) X  -   -596,768.574 (meters)                     COMP
 AJ4405  NAD 83(2011) Y  - -4,778,066.558 (meters)                     COMP
 AJ4405  NAD 83(2011) Z  -  4,169,346.957 (meters)                     COMP
 AJ4405  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 AJ4405
 AJ4405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4405  Standards:
 AJ4405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4405  -------------------------------------------------------------------
 AJ4405  NETWORK    0.29   0.55           0.13   0.10   0.28     -0.01264986
 AJ4405  -------------------------------------------------------------------
 AJ4405  Click here for local accuracies and other accuracy information.
 AJ4405
 AJ4405.The horizontal coordinates were established by GPS observations
 AJ4405.and adjusted by the National Geodetic Survey in June 2012.
 AJ4405
 AJ4405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4405.been affixed to the stable North American tectonic plate. See 
 AJ4405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4405
 AJ4405.The horizontal coordinates are valid at the epoch date displayed above
 AJ4405.which is a decimal equivalence of Year/Month/Day.
 AJ4405
 AJ4405.The orthometric height was determined by GPS observations and a
 AJ4405.high-resolution geoid model using precise GPS observation and
 AJ4405.processing techniques.
 AJ4405
 AJ4405.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4405.GEOID18 height accuracy estimate available here.
 AJ4405
 AJ4405.Click photographs - Photos may exist for this station.
 AJ4405
 AJ4405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4405
 AJ4405.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4405
 AJ4405.The ellipsoidal height was determined by GPS observations
 AJ4405.and is referenced to NAD 83.
 AJ4405
 AJ4405. The following values were computed from the NAD 83(2011) position.
 AJ4405
 AJ4405;                    North         East     Units Scale Factor Converg.
 AJ4405;SPC NE       -   142,327.952   741,963.584   MT  0.99968618   +1 54 32.7
 AJ4405;SPC NE       -   466,954.29  2,434,258.86   sFT  0.99968618   +1 54 32.7
 AJ4405;UTM  14      - 4,549,226.077   657,990.335   MT  0.99990721   +1 14 10.0
 AJ4405
 AJ4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4405!SPC NE       -   0.99992596  x   0.99968618  =   0.99961216
 AJ4405!UTM  14      -   0.99992596  x   0.99990721  =   0.99983317
 AJ4405
 AJ4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5799049226(NAD 83)
 AJ4405
 AJ4405                          SUPERSEDED SURVEY CONTROL
 AJ4405
 AJ4405  NAD 83(2007)-  41 04 44.23722(N)    097 07 09.24244(W) AD(2002.00) 0
 AJ4405  ELLIP H (02/10/07)  472.101  (m)                       GP(2002.00)    
 AJ4405  NAD 83(1995)-  41 04 44.23706(N)    097 07 09.24222(W) AD(       ) A
 AJ4405  ELLIP H (07/10/01)  472.067  (m)                       GP(       ) 4 1
 AJ4405  NAVD 88 (07/10/01)  498.6    (m)  GEOID99  model used  GPS OBS        
 AJ4405
 AJ4405.Superseded values are not recommended for survey control.
 AJ4405
 AJ4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4405.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4405
 AJ4405_MARKER: DR = REFERENCE MARK DISK
 AJ4405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4405_STAMPING: HROMAS NO. 1 1935
 AJ4405_MARK LOGO: CGS
 AJ4405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4405+STABILITY: SURFACE MOTION
 AJ4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4405+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2018
 AJ4405
 AJ4405  HISTORY     - Date     Condition        Report By
 AJ4405  HISTORY     - 1935     MONUMENTED       CGS
 AJ4405  HISTORY     - 20000601 GOOD             NEDR
 AJ4405  HISTORY     - 2002     GOOD             NEDR
 AJ4405  HISTORY     - 20100514 GOOD             INDIV
 AJ4405  HISTORY     - 20150813 GOOD             NEGS
 AJ4405  HISTORY     - 20170110 GOOD             NEGS
 AJ4405  HISTORY     - 20170426 GOOD             NEGS
 AJ4405  HISTORY     - 20181023 GOOD             NEGS
 AJ4405
 AJ4405                          STATION DESCRIPTION
 AJ4405
 AJ4405'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000
 AJ4405'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF SEWARD, 5.25 MI
 AJ4405'(8.5 KM) WEST OF DWIGHT, 4.5 MI (7.3 KM) EAST OF ULYSSES, 1 MI (1.6
 AJ4405'KM) WEST OF STATE HIGHWAY 15.  TO REACH THE STATION FROM THE POST
 AJ4405'OFFICE IN ULYSSES, GO NORTH ON 4TH STREET FOR 3 BLOCKS TO G STREET,
 AJ4405'TURN RIGHT AND GO EAST FOR 2 BLOCKS TO 2ND STREET AND THE BEGINNING OF
 AJ4405'ASPHALT.  CONTINUE EAST ON STATE ROAD 12C SPUR FOR 4.2 MI (6.8 KM) TO
 AJ4405'A GRAVELED CROSSROAD, TURN LEFT AND GO NORTH ON COUNTY ROAD N FOR 0.25
 AJ4405'MI (0.40 KM) TO THE MARK ON THE LEFT, 77.0 FT (23.5 M) SOUTH OF THE
 AJ4405'CENTER OF A FIELD ENTRANCE ROAD, 23.0 FT (7.0 M) WEST OF THE
 AJ4405'CENTERLINE OF COUNTY ROAD N, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 AJ4405'NOTE--THIS STATION REPLACES HROMAS AS A CBN. HROMAS AND HROMAS RM 2
 AJ4405'HAVE BEEN DESTROYED.
 AJ4405
 AJ4405                          STATION RECOVERY (2002)
 AJ4405
 AJ4405'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AJ4405'RECOVERED AS DESCRIBED.
 AJ4405
 AJ4405                          STATION RECOVERY (2010)
 AJ4405
 AJ4405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 AJ4405'RECOVERED IN GOOD CONDITION.
 AJ4405
 AJ4405                          STATION RECOVERY (2015)
 AJ4405
 AJ4405'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (JA)
 AJ4405'DESCRIPTION IS ADEQUATE
 AJ4405
 AJ4405                          STATION RECOVERY (2017)
 AJ4405
 AJ4405'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (LB)
 AJ4405'RECOVERED IN GOOD CONDITION
 AJ4405
 AJ4405                          STATION RECOVERY (2017)
 AJ4405
 AJ4405'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 AJ4405'FOUND GOOD
 AJ4405
 AJ4405                          STATION RECOVERY (2018)
 AJ4405
 AJ4405'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (KO)
 AJ4405'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND NEBRASKA HIGHWAY 15
 AJ4405'IN SEWARD, GO NORTH ON NEBRASKA HIGHWAY 15 APPROXIMATELY 11.67 MI
 AJ4405'(18.78 KM) TO THE INTERSECTION OF NEBRASKA HIGHWAY 15 (MILE POST
 AJ4405'78.12) AND STATE HIGHWAY SPUR 12C.  TURN LEFT (WEST) ONTO SPUR 12C AND
 AJ4405'GO APPROXIMATELY 1 MI (1.6 KM) TO THE INTERSECTION OF NE. SPUR 12C AND
 AJ4405'COUNTY ROAD N.  TURN RIGHT (NORTH) ON COUNTY ROAD N AND GO
 AJ4405'APPROXIMATELY 0.24 MI (0.39 KM) TO THE STATION ON THE LEFT (WEST) SIDE
 AJ4405'OF COUNTY ROAD N.
 AJ4405'
 AJ4405'THE MARK IS APPROXIMATELY 20 FT (6.1 M) WEST OF THE CENTERLINE OF
 AJ4405'COUNTY ROAD N, 77 FT (23.5 M) SOUTH OF THE CENTERLINE OF A FARM DRIVE
 AJ4405'ON THE EAST SIDE OF THE ROAD AND 1.0 FT (0.3 M) EAST OF THE BOTTOM OF
 AJ4405'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4143 ***********************************************************************
 AB4143  SACS        -  This is a Secondary Airport Control Station.
 AB4143  DESIGNATION -  HSI AP STA A
 AB4143  PID         -  AB4143
 AB4143  STATE/COUNTY-  NE/ADAMS
 AB4143  COUNTRY     -  US
 AB4143  USGS QUAD   -  HASTINGS WEST (2017)
 AB4143
 AB4143                         *CURRENT SURVEY CONTROL
 AB4143  ______________________________________________________________________
 AB4143* NAD 83(2011) POSITION- 40 36 44.97456(N) 098 25 54.50524(W)   ADJUSTED
 AB4143* NAD 83(2011) ELLIP HT-   569.776 (meters)        (06/27/12)   ADJUSTED
 AB4143* NAD 83(2011) EPOCH   -  2010.00
 AB4143* NAVD 88 ORTHO HEIGHT -   595.01  (meters)     1952.1   (feet) GPS OBS
 AB4143  ______________________________________________________________________
 AB4143  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4143  GEOID HEIGHT    -        -25.202 (meters)                     GEOID96
 AB4143  GEOID HEIGHT    -        -25.233 (meters)                     GEOID18
 AB4143  NAD 83(2011) X  -   -711,040.816 (meters)                     COMP
 AB4143  NAD 83(2011) Y  - -4,796,731.512 (meters)                     COMP
 AB4143  NAD 83(2011) Z  -  4,130,221.660 (meters)                     COMP
 AB4143  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 AB4143
 AB4143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4143  Standards:
 AB4143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4143  -------------------------------------------------------------------
 AB4143  NETWORK    0.38   0.71           0.18   0.12   0.36     -0.04561342
 AB4143  -------------------------------------------------------------------
 AB4143  Click here for local accuracies and other accuracy information.
 AB4143
 AB4143.This mark is at Hastings Municipal Airport (HSI)
 AB4143
 AB4143.The horizontal coordinates were established by GPS observations
 AB4143.and adjusted by the National Geodetic Survey in June 2012.
 AB4143
 AB4143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4143.been affixed to the stable North American tectonic plate. See 
 AB4143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4143
 AB4143.The horizontal coordinates are valid at the epoch date displayed above
 AB4143.which is a decimal equivalence of Year/Month/Day.
 AB4143
 AB4143.The orthometric height was determined by GPS observations and a
 AB4143.high-resolution geoid model.
 AB4143
 AB4143.GPS derived orthometric heights for airport stations designated as
 AB4143.PACS or SACS are published to 2 decimal places.  This maintains
 AB4143.centimeter relative accuracy between the PACS and SACS.  It does
 AB4143.not indicate centimeter accuracy relative to other marks which are
 AB4143.part of the published vertical control network.
 AB4143
 AB4143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4143.GEOID18 height accuracy estimate available here.
 AB4143
 AB4143.Click photographs - Photos may exist for this station.
 AB4143
 AB4143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4143
 AB4143.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4143
 AB4143.The ellipsoidal height was determined by GPS observations
 AB4143.and is referenced to NAD 83.
 AB4143
 AB4143. The following values were computed from the NAD 83(2011) position.
 AB4143
 AB4143;                    North         East     Units Scale Factor Converg.
 AB4143;SPC NE       -    87,712.873   632,673.320   MT  0.99977911   +1 02 21.3
 AB4143;SPC NE       -   287,771.32  2,075,695.72   sFT  0.99977911   +1 02 21.3
 AB4143;UTM  14      - 4,495,896.689   548,064.792   MT  0.99962844   +0 22 11.5
 AB4143
 AB4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4143!SPC NE       -   0.99991063  x   0.99977911  =   0.99968976
 AB4143!UTM  14      -   0.99991063  x   0.99962844  =   0.99953910
 AB4143
 AB4143:                Primary Azimuth Mark                     Grid Az
 AB4143:SPC NE       -  HSI ARP 2                                157 43 23.5
 AB4143:UTM  14      -  HSI ARP 2                                158 23 33.3
 AB4143
 AB4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4806495896(NAD 83)
 AB4143
 AB4143|---------------------------------------------------------------------|
 AB4143| PID    Reference Object                     Distance      Geod. Az  |
 AB4143|                                                           dddmmss.s |
 AB4143| LH1383 HSI ARP 2                           APPROX. 1.1 KM 1584544.8 |
 AB4143|---------------------------------------------------------------------|
 AB4143
 AB4143                          SUPERSEDED SURVEY CONTROL
 AB4143
 AB4143  NAD 83(2007)-  40 36 44.97450(N)    098 25 54.50590(W) AD(2002.00) 0
 AB4143  ELLIP H (02/10/07)  569.800  (m)                       GP(2002.00)    
 AB4143  ELLIP H (01/14/02)  569.787  (m)                       GP(       ) 4 1
 AB4143  NAD 83(1995)-  40 36 44.97432(N)    098 25 54.50536(W) AD(       ) 1
 AB4143  ELLIP H (09/18/97)  569.835  (m)                       GP(       ) 4 1
 AB4143
 AB4143.Superseded values are not recommended for survey control.
 AB4143
 AB4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4143.See file dsdata.pdf to determine how the superseded data were derived.
 AB4143
 AB4143_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4143_STAMPING: AP 1964 STA A
 AB4143_MARK LOGO: CGS
 AB4143_PROJECTION: FLUSH
 AB4143_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4143+STABILITY: SURFACE MOTION
 AB4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4143+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 AB4143
 AB4143  HISTORY     - Date     Condition        Report By
 AB4143  HISTORY     - 1964     MONUMENTED       CGS
 AB4143  HISTORY     - 19900615 GOOD             NGS
 AB4143  HISTORY     - 19950724 GOOD             NGS
 AB4143  HISTORY     - 19970716 GOOD             NGS
 AB4143
 AB4143                          STATION DESCRIPTION
 AB4143
 AB4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB4143'THE STATION IS LOCATED ONLINE WITH RUNWAY END 14, 105.02 FT (32.01 M)
 AB4143'NORTHEAST OF THE CENTERLINE END RUNWAY 14, 164.6 FT (50.2 M)
 AB4143'NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF END 14 (RUNWAY
 AB4143'LT 44, WITH A CLEAR AND AMBER LENS) , 46.2 FT (14.1 M) EAST-NORTHEAST
 AB4143'OF THE MOST NORTHEASTERLY THRESHOLD LIGHT (LT 42) AND 22.3 FT (6.8 M)
 AB4143'SOUTHWEST OF NORTHEASTERLY REIL.  THE STATION IS A STANDARD
 AB4143'TOPOGRAPHIC DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 AB4143'WITH THE GROUND AND STAMPED AP 1964 STA A.
 AB4143
 AB4143                          STATION RECOVERY (1995)
 AB4143
 AB4143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4143'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 AB4143'JUNIATA, ON THE NORTHWEST SIDE OF HASTINGS, AT THE HASTINGS MUNICIPAL
 AB4143'AIRPORT AND 0.1 MI (0.2 KM) SOUTHEAST OF THE APPROACH END OF RUNWAY
 AB4143'14.  OWNERSHIP--HASTINGS AIRPORT AUTHORITY, PO BOX 1143, HASTINGS NE
 AB4143'68901.  AIRPORT MANAGER IS JERRY YEAGER, PHONE (402) 462-6422.  TO
 AB4143'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 281 NORTH
 AB4143'ON THE SOUTH SIDE OF HASTINGS, GO NORTH ON US HIGHWAY 281/34 FOR 2.0
 AB4143'MI (3.2 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON 12TH STREET
 AB4143'FOR 1.5 MI (2.4 KM) TO AN INTERSECTION (MARIAN ROAD), CONTINUE AHEAD
 AB4143'AND GO WEST ON 12TH STREET FOR 0.25 MI (0.40 KM) TO A GATE ON THE
 AB4143'RIGHT (JUST PAST THE BEACON), TURN RIGHT, PASS THROUGH GATE AND GO
 AB4143'NORTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING TO THE
 AB4143'NORTH, GO NORTH THEN NORTHWEST FOLLOWING THE TAXIWAY FOR 0.25 MI (0.40
 AB4143'KM) TO THE INTERSECTION WITH A NE/SW PARALLEL TAXIWAY, BEAR RIGHT AND
 AB4143'GO NORTH-NORTHWEST ON THE TAXIWAY (A) FOR 0.1 MI (0.2 KM) TO AN
 AB4143'INTERSECTION WITH RUNWAY 04/22, CONTINUE AHEAD (CROSSING THE RUNWAY)
 AB4143'AND GO NORTH-NORTHWEST THEN NORTHWEST FOLLOWING THE TAXIWAY (A) FOR
 AB4143'0.65 MI (1.05 KM) TO THE 2ND OF 2 CONNECTOR TAXIWAYS RIGHT, TURN RIGHT
 AB4143'AND GO NORTHEAST ON THE CONNECTOR TAXIWAY (F) CROSSING THE RUNWAY FOR
 AB4143'0.1 MI (0.2 KM) TO THE STATION, IN LINE WITH THE PROLONGATION OF THE
 AB4143'NORTHWEST EDGE OF THE TAXIWAY PAVEMENT. THE STATION IS 299.5 FT (91.3
 AB4143'M) NORTHWEST FROM THE INSIDE ONE OF TWO VASI LIGHTS (2ND SET), 153.6
 AB4143'FT (46.8 M) NORTH OF A RUNWAY LIGHT, 105.0 FT (32.0 M) NORTHEAST OF
 AB4143'THE RUNWAY CENTER, 55.8 FT (17.0 M) EAST OF A RUNWAY LIGHT AND 1.0 FT
 AB4143'(0.3 M) SOUTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4143
 AB4143                          STATION RECOVERY (1997)
 AB4143
 AB4143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4143'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1381 ***********************************************************************
 LH1381  SACS        -  This is a Secondary Airport Control Station.
 LH1381  DESIGNATION -  HSI AP STA B
 LH1381  PID         -  LH1381
 LH1381  STATE/COUNTY-  NE/ADAMS
 LH1381  COUNTRY     -  US
 LH1381  USGS QUAD   -  HASTINGS WEST (2017)
 LH1381
 LH1381                         *CURRENT SURVEY CONTROL
 LH1381  ______________________________________________________________________
 LH1381* NAD 83(2011) POSITION- 40 35 56.91464(N) 098 25 18.54153(W)   ADJUSTED
 LH1381* NAD 83(2011) ELLIP HT-   565.303 (meters)        (06/27/12)   ADJUSTED
 LH1381* NAD 83(2011) EPOCH   -  2010.00
 LH1381* NAVD 88 ORTHO HEIGHT -   590.568 (meters)     1937.56  (feet) ADJUSTED
 LH1381  ______________________________________________________________________
 LH1381  GEOID HEIGHT    -        -25.261 (meters)                     GEOID18
 LH1381  NAD 83(2011) X  -   -710,345.290 (meters)                     COMP
 LH1381  NAD 83(2011) Y  - -4,797,806.600 (meters)                     COMP
 LH1381  NAD 83(2011) Z  -  4,129,093.153 (meters)                     COMP
 LH1381  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LH1381  DYNAMIC HEIGHT  -        590.237 (meters)     1936.47  (feet) COMP
 LH1381  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 LH1381
 LH1381  VERT ORDER      -  FIRST     CLASS II
 LH1381
 LH1381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1381  Standards:
 LH1381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1381  -------------------------------------------------------------------
 LH1381  NETWORK    0.38   0.71           0.18   0.12   0.36     -0.03763878
 LH1381  -------------------------------------------------------------------
 LH1381  Click here for local accuracies and other accuracy information.
 LH1381
 LH1381.This mark is at Hastings Municipal Airport (HSI)
 LH1381
 LH1381.The horizontal coordinates were established by GPS observations
 LH1381.and adjusted by the National Geodetic Survey in June 2012.
 LH1381
 LH1381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1381.been affixed to the stable North American tectonic plate. See 
 LH1381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1381
 LH1381.The horizontal coordinates are valid at the epoch date displayed above
 LH1381.which is a decimal equivalence of Year/Month/Day.
 LH1381
 LH1381.The orthometric height was determined by differential leveling and
 LH1381.adjusted by the NATIONAL GEODETIC SURVEY
 LH1381.in May 1993.
 LH1381
 LH1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1381.GEOID18 height accuracy estimate available here.
 LH1381
 LH1381.Click photographs - Photos may exist for this station.
 LH1381
 LH1381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1381
 LH1381.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1381
 LH1381.The ellipsoidal height was determined by GPS observations
 LH1381.and is referenced to NAD 83.
 LH1381
 LH1381.The dynamic height is computed by dividing the NAVD 88
 LH1381.geopotential number by the normal gravity value computed on the
 LH1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1381.degrees latitude (g = 980.6199 gals.).
 LH1381
 LH1381.The modeled gravity was interpolated from observed gravity values.
 LH1381
 LH1381. The following values were computed from the NAD 83(2011) position.
 LH1381
 LH1381;                    North         East     Units Scale Factor Converg.
 LH1381;SPC NE       -    86,246.358   633,545.454   MT  0.99978273   +1 02 45.1
 LH1381;SPC NE       -   282,959.93  2,078,557.04   sFT  0.99978273   +1 02 45.1
 LH1381;UTM  14      - 4,494,420.308   548,919.600   MT  0.99962946   +0 22 34.6
 LH1381
 LH1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1381!SPC NE       -   0.99991133  x   0.99978273  =   0.99969408
 LH1381!UTM  14      -   0.99991133  x   0.99962946  =   0.99954082
 LH1381
 LH1381:                Primary Azimuth Mark                     Grid Az
 LH1381:SPC NE       -  HSI ARP 2                                312 55 14.6
 LH1381:UTM  14      -  HSI ARP 2                                313 35 25.1
 LH1381
 LH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4891994420(NAD 83)
 LH1381
 LH1381|---------------------------------------------------------------------|
 LH1381| PID    Reference Object                     Distance      Geod. Az  |
 LH1381|                                                           dddmmss.s |
 LH1381| LH1383 HSI ARP 2                           APPROX. 0.6 KM 3135759.7 |
 LH1381|---------------------------------------------------------------------|
 LH1381
 LH1381                          SUPERSEDED SURVEY CONTROL
 LH1381
 LH1381  NAD 83(2007)-  40 35 56.91458(N)    098 25 18.54220(W) AD(2002.00) 0
 LH1381  ELLIP H (02/10/07)  565.327  (m)                       GP(2002.00)    
 LH1381  ELLIP H (01/14/02)  565.314  (m)                       GP(       ) 4 1
 LH1381  NAD 83(1995)-  40 35 56.91440(N)    098 25 18.54166(W) AD(       ) 1
 LH1381  ELLIP H (09/18/97)  565.362  (m)                       GP(       ) 4 1
 LH1381  NAD 83(1995)-  40 35 56.91436(N)    098 25 18.54186(W) AD(       ) 1
 LH1381  ELLIP H (08/18/97)  565.366  (m)                       GP(       ) 4 1
 LH1381  NAD 83(1986)-  40 35 56.92152(N)    098 25 18.54568(W) AD(       ) 1
 LH1381  NAVD 88             590.57   (m)         1937.6    (f) LEVELING    3  
 LH1381  NGVD 29 (02/23/90)  590.24   (m)  RAPSU86  model used  GPS OBS        
 LH1381
 LH1381.Superseded values are not recommended for survey control.
 LH1381
 LH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1381.See file dsdata.pdf to determine how the superseded data were derived.
 LH1381
 LH1381_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1381_STAMPING: AP 1964 STA B
 LH1381_MARK LOGO: CGS
 LH1381_PROJECTION: RECESSED 1 CENTIMETERS
 LH1381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1381+STABILITY: SURFACE MOTION
 LH1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1381+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 LH1381
 LH1381  HISTORY     - Date     Condition        Report By
 LH1381  HISTORY     - 1964     MONUMENTED       CGS
 LH1381  HISTORY     - 19890418 GOOD             NGS
 LH1381  HISTORY     - 19900615 GOOD             NGS
 LH1381  HISTORY     - 19911008 GOOD             NGS
 LH1381  HISTORY     - 19950724 GOOD             NGS
 LH1381  HISTORY     - 19970716 GOOD             NGS
 LH1381  HISTORY     - 20100427 GOOD             JEOCON
 LH1381
 LH1381                          STATION DESCRIPTION
 LH1381
 LH1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1381'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF HASTINGS, AT
 LH1381'THE HASTINGS MUNICIPAL AIRPORT.  OWNERSHIP--HASTINGS AIRPORT
 LH1381'AUTHORITY, P.O. BOX 1143, HASTINGS, NE 68901.  AIRPORT MANAGER IS
 LH1381'JERRY YEAGER, TELEPHONE IS 402-462-6422.
 LH1381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 281
 LH1381'SOUTH, ON THE SOUTH SIDE OF HASTINGS, GO WEST ON HIGHWAYS 6 AND 34 FOR
 LH1381'1.62 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON 12TH
 LH1381'STREET FOR 0.39 KM (0.25 MI) TO AN AIRPORT GATE ON THE RIGHT.  TURN
 LH1381'RIGHT AND GO NORTH THROUGH THE GATE, THEN NORTHEAST ACROSS AN APRON
 LH1381'THEN A TAXIWAY FOR 0.35 KM (0.20 MI) TO RUNWAY END 32 AND THE STATION
 LH1381'ON THE FAR SIDE.
 LH1381'THE STATION MARK IS SET 50.3 M (165.0 FT) SOUTHEAST OF THE FIRST
 LH1381'RUNWAY LIGHT, 16.7 M (54.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 LH1381'THE RUNWAY, 14.1 M (46.3 FT) NORTHEAST OF THRESHOLD LIGHT 8 AND IS
 LH1381'RECESSED 1 CM BELOW THE SURFACE.
 LH1381'DESCRIBED BY G.R.HEID.
 LH1381
 LH1381                          STATION RECOVERY (1990)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1381'THE STATION IS LOCATED ON-LINE WITH THE PHYSICAL END OF RUNWAY 32,
 LH1381'105.3 FT (32.1 M) NORTHEAST OF THE CENTERLINE END RUNWAY 32, 165.4 FT
 LH1381'(50.4 M) SOUTH-SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST OF END 32
 LH1381'(RUNWAY LT 9, WITH A RED AND AMBER LENS) AND 46.2 FT (14.1 M)
 LH1381'NORTHEAST OF THE MOST NORTHEASTERLY THERSHOLD LIGHT (RED LENS) .  THE
 LH1381'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A SQUARE
 LH1381'CONCRETE MONUMENT FLUSH WITH THE GREEN AND STAMPED AP 1964 STA B.
 LH1381
 LH1381                          STATION RECOVERY (1991)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1381'2.8 KM (1.75 MI) WESTERLY ALONG WEST 12TH STREET FROM THE JUNCTION OF
 LH1381'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.1 KM (0.05 MI) NORTH ALONG A
 LH1381'PARKING LOT, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG A TAXIWAY,
 LH1381'50.3 M (165.0 FT) SOUTHEAST OF THE 1ST RUNWAY LIGHT NORTHWEST OF THE
 LH1381'SOUTHEAST END OF RUNWAY 32, 16.7 M (54.8 FT) NORTHEAST OF THE
 LH1381'SOUTHEAST CORNER OF THE RUNWAY, 14.2 M (46.6 FT) NORTHEAST OF THE
 LH1381'MOST EASTERLY OF 4 THRESHOLD LIGHTS, 5.9 M (19.4 FT) SOUTHEAST OF AND
 LH1381'LEVEL WITH THE EXTENDED CENTER OF THE TAXIWAY, AND THE MONUMENT IS
 LH1381'FLUSH WITH THE GROUND SURFACE.
 LH1381
 LH1381                          STATION RECOVERY (1995)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1381'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 LH1381'JUNIATA, ON THE NORTHWEST SIDE OF HASTINGS, AT THE HASTINGS MUNICIPAL
 LH1381'AIRPORT AND NEAR THE SOUTHEAST CORNER OF THE PAVEMENT OF RUNWAY 14/32.
 LH1381'OWNERSHIP--HASTINGS AIRPORT AUTHORITY, PO BOX 1143, HASTINGS NE 68901.
 LH1381'AIRPORT MANAGER IS JERRY YEAGER, PHONE (402) 462-6422.  TO REACH THE
 LH1381'STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 281 NORTH ON THE
 LH1381'SOUTH SIDE OF HASTINGS, GO NORTH ON US HIGHWAY 281/34 FOR 2.0 MI (3.2
 LH1381'KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON 12TH STREET FOR 1.5
 LH1381'MI (2.4 KM) TO AN INTERSECTION (MARIAN ROAD), CONTINUE AHEAD AND GO
 LH1381'WEST ON 12TH STREET FOR 0.25 MI (0.40 KM) TO A GATE ON THE RIGHT (JUST
 LH1381'PAST THE BEACON), TURN RIGHT, PASS THROUGH GATE THEN TURN RIGHT AGAIN
 LH1381'AND GO NORTHEAST ACROSS THE APRON THEN A CONNECTOR TAXIWAY (C) FOR 0.2
 LH1381'MI (0.3 KM) TO THE SOUTHEAST END OF RUNWAY AND THE STATION JUST AHEAD.
 LH1381'THE STATION IS 165.6 FT (50.5 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT,
 LH1381'104.8 FT (31.9 M) NORTHEAST OF THE RUNWAY CENTER, 46.6 FT (14.2 M)
 LH1381'NORTHEAST OF THE MOST EASTERLY OF FOUR THRESHOLD LIGHTS AND 1.1 FT
 LH1381'(0.3 M) SOUTHWEST OF A SHORT WITNESS POST.  THIS STATION TO BE USED AS
 LH1381'SACS.
 LH1381
 LH1381                          STATION RECOVERY (1997)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1381'RECOVERED AS DESCRIBED.
 LH1381
 LH1381                          STATION RECOVERY (2010)
 LH1381
 LH1381'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1383 ***********************************************************************
 LH1383  CBN         -  This is a Cooperative Base Network Control Station.
 LH1383  PACS        -  This is a Primary Airport Control Station.
 LH1383  DESIGNATION -  HSI ARP 2
 LH1383  PID         -  LH1383
 LH1383  STATE/COUNTY-  NE/ADAMS
 LH1383  COUNTRY     -  US
 LH1383  USGS QUAD   -  HASTINGS WEST (2017)
 LH1383
 LH1383                         *CURRENT SURVEY CONTROL
 LH1383  ______________________________________________________________________
 LH1383* NAD 83(2011) POSITION- 40 36 10.38974(N) 098 25 36.87111(W)   ADJUSTED
 LH1383* NAD 83(2011) ELLIP HT-   567.214 (meters)        (06/27/12)   ADJUSTED
 LH1383* NAD 83(2011) EPOCH   -  2010.00
 LH1383* NAVD 88 ORTHO HEIGHT -   592.467 (meters)     1943.79  (feet) ADJUSTED
 LH1383  ______________________________________________________________________
 LH1383  GEOID HEIGHT    -        -25.251 (meters)                     GEOID18
 LH1383  NAD 83(2011) X  -   -710,732.209 (meters)                     COMP
 LH1383  NAD 83(2011) Y  - -4,797,477.286 (meters)                     COMP
 LH1383  NAD 83(2011) Z  -  4,129,410.015 (meters)                     COMP
 LH1383  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LH1383  DYNAMIC HEIGHT  -        592.135 (meters)     1942.70  (feet) COMP
 LH1383  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 LH1383
 LH1383  VERT ORDER      -  FIRST     CLASS II
 LH1383
 LH1383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1383  Standards:
 LH1383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1383  -------------------------------------------------------------------
 LH1383  NETWORK    0.36   0.71           0.17   0.11   0.36     -0.03270704
 LH1383  -------------------------------------------------------------------
 LH1383  Click here for local accuracies and other accuracy information.
 LH1383
 LH1383.This mark is at Hastings Municipal Airport (HSI)
 LH1383
 LH1383.The horizontal coordinates were established by GPS observations
 LH1383.and adjusted by the National Geodetic Survey in June 2012.
 LH1383
 LH1383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1383.been affixed to the stable North American tectonic plate. See 
 LH1383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1383
 LH1383.The horizontal coordinates are valid at the epoch date displayed above
 LH1383.which is a decimal equivalence of Year/Month/Day.
 LH1383
 LH1383.The orthometric height was determined by differential leveling and
 LH1383.adjusted by the NATIONAL GEODETIC SURVEY
 LH1383.in May 1993.
 LH1383
 LH1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1383.GEOID18 height accuracy estimate available here.
 LH1383
 LH1383.Click photographs - Photos may exist for this station.
 LH1383
 LH1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1383
 LH1383.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1383
 LH1383.The ellipsoidal height was determined by GPS observations
 LH1383.and is referenced to NAD 83.
 LH1383
 LH1383.The dynamic height is computed by dividing the NAVD 88
 LH1383.geopotential number by the normal gravity value computed on the
 LH1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1383.degrees latitude (g = 980.6199 gals.).
 LH1383
 LH1383.The modeled gravity was interpolated from observed gravity values.
 LH1383
 LH1383. The following values were computed from the NAD 83(2011) position.
 LH1383
 LH1383;                    North         East     Units Scale Factor Converg.
 LH1383;SPC NE       -    86,654.002   633,107.095   MT  0.99978171   +1 02 32.9
 LH1383;SPC NE       -   284,297.34  2,077,118.86   sFT  0.99978171   +1 02 32.9
 LH1383;UTM  14      - 4,494,832.984   548,486.101   MT  0.99962894   +0 22 22.7
 LH1383
 LH1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1383!SPC NE       -   0.99991103  x   0.99978171  =   0.99969276
 LH1383!UTM  14      -   0.99991103  x   0.99962894  =   0.99954000
 LH1383
 LH1383:                Primary Azimuth Mark                     Grid Az
 LH1383:SPC NE       -  HSI AP STA B                             132 55 14.9
 LH1383:UTM  14      -  HSI AP STA B                             133 35 25.1
 LH1383
 LH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4848694832(NAD 83)
 LH1383
 LH1383|---------------------------------------------------------------------|
 LH1383| PID    Reference Object                     Distance      Geod. Az  |
 LH1383|                                                           dddmmss.s |
 LH1383| LH1381 HSI AP STA B                        APPROX. 0.6 KM 1335747.8 |
 LH1383| AB4143 HSI AP STA A                        APPROX. 1.1 KM 3384556.2 |
 LH1383|---------------------------------------------------------------------|
 LH1383
 LH1383                          SUPERSEDED SURVEY CONTROL
 LH1383
 LH1383  NAD 83(2007)-  40 36 10.38968(N)    098 25 36.87177(W) AD(2002.00) 0
 LH1383  ELLIP H (02/10/07)  567.238  (m)                       GP(2002.00)    
 LH1383  ELLIP H (07/10/01)  567.225  (m)                       GP(       ) 4 1
 LH1383  NAD 83(1995)-  40 36 10.38950(N)    098 25 36.87123(W) AD(       ) B
 LH1383  ELLIP H (06/25/96)  567.273  (m)                       GP(       ) 1 1
 LH1383  NAD 83(1986)-  40 36 10.39666(N)    098 25 36.87519(W) AD(       ) 1
 LH1383  NAVD 88             592.47   (m)         1943.8    (f) LEVELING    3  
 LH1383  NGVD 29 (02/23/90)  592.15   (m)  RAPSU86  model used  GPS OBS        
 LH1383
 LH1383.Superseded values are not recommended for survey control.
 LH1383
 LH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1383.See file dsdata.pdf to determine how the superseded data were derived.
 LH1383
 LH1383_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1383_STAMPING: ARP 2 HSI 1976
 LH1383_MARK LOGO: CGS
 LH1383_PROJECTION: RECESSED 4 CENTIMETERS
 LH1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1383+STABILITY: SURFACE MOTION
 LH1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1383+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2018
 LH1383
 LH1383  HISTORY     - Date     Condition        Report By
 LH1383  HISTORY     - 1976     MONUMENTED       NGS
 LH1383  HISTORY     - 19890418 GOOD             NGS
 LH1383  HISTORY     - 19900615 GOOD             NGS
 LH1383  HISTORY     - 19911008 GOOD             NGS
 LH1383  HISTORY     - 19950724 GOOD             NGS
 LH1383  HISTORY     - 19970716 GOOD             NGS
 LH1383  HISTORY     - 20000601 GOOD             NEDR
 LH1383  HISTORY     - 20021210 GOOD             NEDR
 LH1383  HISTORY     - 20040309 GOOD             NDA
 LH1383  HISTORY     - 20060511 GOOD             USGS
 LH1383  HISTORY     - 20100427 GOOD             JEOCON
 LH1383  HISTORY     - 20181029 GOOD             NEGS
 LH1383
 LH1383                          STATION DESCRIPTION
 LH1383
 LH1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1383'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF HASTINGS,
 LH1383'AT THE HASTINGS MUNICIPAL AIRPORT.  OWNERSHIP--HASTINGS AIRPORT
 LH1383'AUTHORITY, P.O. BOX 1143, HASTINGS, NE 68901.  AIRPORT MANAGER IS
 LH1383'JERRY YEAGER, TELEPHONE IS 402-462-6422.
 LH1383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 281
 LH1383'SOUTH, ON THE SOUTH SIDE OF HASTINGS, GO WEST ON HIGHWAYS 6 AND 34 FOR
 LH1383'1.62 KM (1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON MARIAN
 LH1383'ROAD FOR 3.21 KM (2.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 LH1383'12TH STREET FOR 0.39 KM (0.25 MI) TO AN AIRPORT GATE ON THE RIGHT AT
 LH1383'AN AIRPORT BEACON.  TURN RIGHT AND GO NORTH THROUGH THE GATE, THEN
 LH1383'ACROSS AN APRON, THEN A TAXIWAY FOR 0.64 KM (0.40 MI) TO A TAXIWAY ON
 LH1383'THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) TO THE
 LH1383'STATION ON THE LEFT.
 LH1383'THE STATION MARK IS SET ABOUT 150 M (492.1 FT) SOUTHWEST OF RUNWAY
 LH1383'14-32, 71.0 M (232.9 FT) NORTHEAST OF A TAXIWAY EDGE, 30.3 M
 LH1383'(99.4 FT) NORTHWEST OF A TAXIWAY EDGE, 39.5 M (129.6 FT)
 LH1383'NORTH-NORTHEAST OF TAXIWAY LIGHT --53--, 29.0 M (95.1 FT)
 LH1383'NORTH-NORTHWEST OF TAXIWAY LIGHT --54--, 0.3 M (1.0 FT) SOUTHWEST OF A
 LH1383'WITNESS POST AND IS RECESSED 1 CM BELOW THE SURFACE.
 LH1383'DESCRIBED BY G.R.HEID.
 LH1383
 LH1383                          STATION RECOVERY (1990)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1383'THE STATION IS LOCATED NEAR THE INTERSECTIONS OF RWYS 04-22 AND 14-32.
 LH1383'IT IS 226 FT (68.9 M) SE OF THE SOUTH EDGE RWY 04-22, 232.5 FT (70.9
 LH1383'M) NE OF THE EAST EDGE OF A TAXIWAY, 99.4 FT (30.3 M) NW OF THE NORTH
 LH1383'EDGE OF A TAXIWAY.  THE STATION IS A STANDARD NOS DISK SET FLUSH WITH
 LH1383'THE GROUND AND STAMPED, ARP 2 HSI 1976.  NOTE, NO CENTER POINT WAS
 LH1383'STAMPED IN THE DISK DURING THE 1976 SURVEY SO IT WAS DONE THIS SURVEY
 LH1383'WITH A CENTER PUNCH.
 LH1383
 LH1383                          STATION RECOVERY (1991)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1383'2.8 KM (1.75 MI) WESTERLY ALONG WEST 12TH STREET FROM THE JUNCTION OF
 LH1383'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.1 KM (0.05 MI) NORTH ALONG A
 LH1383'PARKING LOT, THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG A TAXIWAY,
 LH1383'THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, 120.0 M (393.7
 LH1383'FT) NORTHWEST OF A WINDSOCK, 120.0 M (393.7 FT) SOUTHWEST OF THE
 LH1383'SOUTHWEST EDGE OF RUNWAY 17-32, 71.0 M (232.9 FT) NORTHEAST OF THE
 LH1383'NORTHEAST EDGE OF A TAXIWAY, 30.3 M (99.4 FT) NORTHWEST OF THE
 LH1383'NORTHWEST EDGE OF THE TAXIWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 LH1383'TAXIWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 LH1383'IS FLUSH WITH THE GROUND SURFACE.
 LH1383
 LH1383                          STATION RECOVERY (1995)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1383'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 LH1383'JUNIATA, ON THE NORTHWEST SIDE OF HASTINGS AT THE HASTINGS MUNICIPAL
 LH1383'AIRPORT AND IN A GRASS AREA SOUTH OF THE INTERSECTION OF THE RUNWAYS.
 LH1383'OWNERSHIP--HASTINGS AIRPORT AUTHORITY, PO BOX 1143, HASTINGS NE 68901.
 LH1383'AIRPORT MANAGER IS JERRY YEAGER, PHONE (402) 462-6422.  TO REACH THE
 LH1383'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 281 NORTH ON THE
 LH1383'SOUTH SIDE OF HASTINGS, GO NORTH ON U.S. HIGHWAY 281/34 FOR 2.0 MI
 LH1383'(3.2 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON 12TH STREET FOR
 LH1383'1.5 MI (2.4 KM) TO AN INTERSECTION (MARIAN ROAD), CONTINUE AHEAD AND
 LH1383'GO WEST ON 12TH STREET FOR 0.25 MI (0.40 KM) TO A GATE ON THE RIGHT
 LH1383'(JUST PAST THE BEACON), TURN RIGHT, PASS THROUGH GATE AND GO NORTH
 LH1383'ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING TO THE
 LH1383'NORTH, GO NORTH THEN NORTHWEST FOLLOWING THE TAXIWAY FOR 0.25 MI (0.40
 LH1383'KM) TO THE INTERSECTION WITH A NE/SW PARALLEL TAXIWAY, TURN RIGHT AND
 LH1383'GO NORTHEAST ON THE PARALLEL TAXIWAY (B) FOR 0.05 MI (0.08 KM) TO THE
 LH1383'STATION ON THE LEFT ABOUT 4 FT (1.2 M) HIGHER THAN THE TAXIWAY.  THE
 LH1383'STATION IS 393.8 FT (120.0 M) NORTHWEST OF A WINDSOCK, 404 FT (123.1
 LH1383'M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 14/32, 232.9 FT (71.0 M)
 LH1383'NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY, 99.4 FT (30.3 M)
 LH1383'NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY AND 1.0 FT (0.3 M)
 LH1383'SOUTHEAST OF A WITNESS POST.  STATION IS RECESSED 4 CM BELOW THE
 LH1383'GROUND.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 LH1383'PRIMARY AIRPORT CONTROL STATION.
 LH1383
 LH1383                          STATION RECOVERY (1997)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1383'RECOVERED AS DESCRIBED.
 LH1383
 LH1383                          STATION RECOVERY (2000)
 LH1383
 LH1383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1383'RECOVERED AS DESCRIBED.
 LH1383
 LH1383                          STATION RECOVERY (2002)
 LH1383
 LH1383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LH1383'RECOVERED IN GOOD CONDITION.
 LH1383
 LH1383                          STATION RECOVERY (2004)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 LH1383'OWNERSHIP - CITY OF HASTINGS, 220 N. HASTINGS AVE., HASTINGS, NE
 LH1383'68901. CITY ENGINEER IS DAVID WACKER, (402) 461-2330
 LH1383
 LH1383                          STATION RECOVERY (2006)
 LH1383
 LH1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH1383'RECOVERED IN GOOD CONDITION.
 LH1383
 LH1383                          STATION RECOVERY (2010)
 LH1383
 LH1383'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1383'RECOVERED IN GOOD CONDITION.
 LH1383
 LH1383                          STATION RECOVERY (2018)
 LH1383
 LH1383'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (JR)
 LH1383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1732 ***********************************************************************
 NM1732  DESIGNATION -  HUBBARD
 NM1732  PID         -  NM1732
 NM1732  STATE/COUNTY-  NE/DAKOTA
 NM1732  COUNTRY     -  US
 NM1732  USGS QUAD   -  EMERSON SE (2017)
 NM1732
 NM1732                         *CURRENT SURVEY CONTROL
 NM1732  ______________________________________________________________________
 NM1732* NAD 83(1995) POSITION- 42 19 46.22542(N) 096 35 02.71097(W)   ADJUSTED
 NM1732* NAVD 88 ORTHO HEIGHT -   452.    (meters)     1483.    (feet) SCALED
 NM1732  ______________________________________________________________________
 NM1732  GEOID HEIGHT    -        -25.627 (meters)                     GEOID18
 NM1732  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 NM1732  HORZ ORDER      -  FIRST
 NM1732
 NM1732.The horizontal coordinates were established by classical geodetic methods
 NM1732.and adjusted by the National Geodetic Survey in August 1997.
 NM1732
 NM1732.The orthometric height was scaled from a topographic map.
 NM1732
 NM1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1732.GEOID18 height accuracy estimate available here.
 NM1732
 NM1732.Click photographs - Photos may exist for this station.
 NM1732
 NM1732.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1732
 NM1732. The following values were computed from the NAD 83(1995) position.
 NM1732
 NM1732;                    North         East     Units Scale Factor Converg.
 NM1732;SPC NE       -   282,708.250   781,406.044   MT  0.99976195   +2 15 49.4
 NM1732;SPC NE       -   927,518.65  2,563,663.00   sFT  0.99976195   +2 15 49.4
 NM1732;UTM  14      - 4,689,188.876   699,050.278   MT  1.00008752   +1 37 38.6
 NM1732
 NM1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1732!SPC NE       -   0.99993311  x   0.99976195  =   0.99969507
 NM1732!UTM  14      -   0.99993311  x   1.00008752  =   1.00002062
 NM1732
 NM1732:                Primary Azimuth Mark                     Grid Az
 NM1732:SPC NE       -  HUBBARD AZ MK                            338 39 26.6
 NM1732:UTM  14      -  HUBBARD AZ MK                            339 17 37.4
 NM1732
 NM1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9905089188(NAD 83)
 NM1732
 NM1732|---------------------------------------------------------------------|
 NM1732| PID    Reference Object                     Distance      Geod. Az  |
 NM1732|                                                           dddmmss.s |
 NM1732| CO3729 HUBBARD RM 1                         19.760 METERS 02548     |
 NM1732| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX.21.3 KM 0410325.2 |
 NM1732| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.24.2 KM 0461419.8 |
 NM1732| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX.22.5 KM 0485217.0 |
 NM1732| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX.16.7 KM 0545232.3 |
 NM1732| CO3730 HUBBARD RM 2                         21.972 METERS 15435     |
 NM1732| CO3728 HUBBARD AZ MK                                      3405516.0 |
 NM1732|---------------------------------------------------------------------|
 NM1732
 NM1732                          SUPERSEDED SURVEY CONTROL
 NM1732
 NM1732  NAD 83(1986)-  42 19 46.23091(N)    096 35 02.71032(W) AD(       ) 1
 NM1732  NAD 27      -  42 19 46.23700(N)    096 35 01.58400(W) AD(       ) 1
 NM1732
 NM1732.Superseded values are not recommended for survey control.
 NM1732
 NM1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1732.See file dsdata.pdf to determine how the superseded data were derived.
 NM1732
 NM1732_MARKER: DS = TRIANGULATION STATION DISK
 NM1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1732_STAMPING: HUBBARD 1040
 NM1732_MARK LOGO: CGS
 NM1732_PROJECTION: RECESSED 30 CENTIMETERS
 NM1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1732+STABILITY: SURFACE MOTION
 NM1732
 NM1732  HISTORY     - Date     Condition        Report By
 NM1732  HISTORY     - 1940     MONUMENTED       CGS
 NM1732
 NM1732                          STATION DESCRIPTION
 NM1732
 NM1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1732'STATION HUBBARD IS ABOUT 11 MILES SOUTHWEST OF DAKOTA CITY,
 NM1732'4 MILES SOUTH OF HUBBARD, ON THE HIGHEST POINT OF A BALD
 NM1732'GRASSY HILL ON THE FARM OF LOUIS M. JEPPISEN, IN THE NORTHWEST
 NM1732'QUARTER OF SEC. 11, T. 27 N., R. 7 E.
 NM1732'
 NM1732'TO REACH FROM THE RAILROAD STATION IN HUBBARD GO DUE SOUTH
 NM1732'ON DIRT ROAD FOR 3.0 MILES TO TOP OF HILL.  AZIMUTH MARK IS
 NM1732'ON WEST SIDE OF ROAD NEAR RIGHT-OF-WAY FENCE.  CONTINUE
 NM1732'SOUTH 0.35 MILE AND TURN LEFT (EAST) GO 0.2 MILE AND TURN
 NM1732'RIGHT (SOUTH) INTO YARD OF FARMHOUSE, GO SOUTH UPHILL THROUGH
 NM1732'BARN YARD AND LANE FOR ABOUT 0.5 MILE TO HIGHEST POINT IN FIELD
 NM1732'AND STATION.
 NM1732'
 NM1732'STATION MARK IS ON HIGHEST POINT OF HILL IN SOUTHEAST CORNER
 NM1732'OF OPEN HAY FIELD, 29 FEET WEST OF NORTH-SOUTH FENCE LINE,
 NM1732'121 FEET NORTH OF EAST-WEST FENCE LINE, 29 FEET WEST OF
 NM1732'WHITE REFERENCE POST, IS STAMPED HUBBARD 1940 AND IS 12 INCHES
 NM1732'BENEATH SURFACE.  UNDERGROUND MARK IS 40 INCHES BENEATH
 NM1732'SURFACE.
 NM1732'
 NM1732'REFERENCE MARK NO. 1 IS 6 INCHES EAST OF NORTH-SOUTH FENCE
 NM1732'LINE, ABOUT LEVEL WITH STATION, IS STAMPED HUBBARD NO. 1
 NM1732'1940, AND PROJECTS 4 INCHES.
 NM1732'
 NM1732'REFERENCE MARK NO. 2 IS 6 INCHES EAST OF NORTH-SOUTH FENCE LINE,
 NM1732'57 FEET NORTH OF FENCE CORNER, IS STAMPED HUBBARD NO. 2 1940,
 NM1732'AND PROJECTS 4 INCHES.
 NM1732'
 NM1732'AZIMUTH MARK IS 25.5 FEET WEST OF CENTERLINE OF ROAD AT HIGHEST
 NM1732'POINT OF HILL, ABOUT 0.8 MILE NORTH-NORTHWEST OF STATION,
 NM1732'6 INCHES EAST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, 5.5 FEET
 NM1732'SOUTH OF WHITE REFERENCE POST, 52 FEET SOUTH OF TELEPHONE
 NM1732'POLE, IS STAMPED HUBBARD 1940, AND PROJECTS 6 INCHES.
 NM1732'
 NM1732'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1732'DESCRIBED.
 NM1732'
 NM1732'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0660 ***********************************************************************
 NP0660  DESIGNATION -  HUBBARD
 NP0660  PID         -  NP0660
 NP0660  STATE/COUNTY-  NE/SHERIDAN
 NP0660  COUNTRY     -  US
 NP0660  USGS QUAD   -  BEAVER WALL (2017)
 NP0660
 NP0660                         *CURRENT SURVEY CONTROL
 NP0660  ______________________________________________________________________
 NP0660* NAD 83(1996) POSITION- 42 59 08.41683(N) 102 38 48.07679(W)   ADJUSTED
 NP0660* NAVD 88 ORTHO HEIGHT -  1156.    (meters)     3793.    (feet) SCALED
 NP0660  ______________________________________________________________________
 NP0660  GEOID HEIGHT    -        -17.991 (meters)                     GEOID18
 NP0660  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 NP0660  HORZ ORDER      -  SECOND
 NP0660
 NP0660.The horizontal coordinates were established by classical geodetic methods
 NP0660.and adjusted by the National Geodetic Survey in January 1998.
 NP0660
 NP0660.The orthometric height was scaled from a topographic map.
 NP0660
 NP0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0660.GEOID18 height accuracy estimate available here.
 NP0660
 NP0660.Click photographs - Photos may exist for this station.
 NP0660
 NP0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0660
 NP0660. The following values were computed from the NAD 83(1996) position.
 NP0660
 NP0660;                    North         East     Units Scale Factor Converg.
 NP0660;SPC NE       -   353,333.193   284,171.484   MT  0.99999346   -1 45 14.2
 NP0660;SPC NE       - 1,159,227.32    932,319.28   sFT  0.99999346   -1 45 14.2
 NP0660;SPC SD S     -    75,096.760   411,353.538   MT  0.99996741   -1 35 45.1
 NP0660;SPC SD S     -   246,379.95  1,349,582.40   sFT  0.99996741   -1 35 45.1
 NP0660;UTM  13      - 4,761,910.901   691,863.028   MT  1.00005288   +1 36 18.0
 NP0660
 NP0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0660!SPC NE       -   0.99982164  x   0.99999346  =   0.99981510
 NP0660!SPC SD S     -   0.99982164  x   0.99996741  =   0.99978906
 NP0660!UTM  13      -   0.99982164  x   1.00005288  =   0.99987451
 NP0660
 NP0660:                Primary Azimuth Mark                     Grid Az
 NP0660:SPC NE       -  HUBBARD AZ MK                            168 50 31.5
 NP0660:SPC SD S     -  HUBBARD AZ MK                            168 41 02.4
 NP0660:UTM  13      -  HUBBARD AZ MK                            165 28 59.3
 NP0660
 NP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9186361910(NAD 83)
 NP0660
 NP0660|---------------------------------------------------------------------|
 NP0660| PID    Reference Object                     Distance      Geod. Az  |
 NP0660|                                                           dddmmss.s |
 NP0660| CQ4025 HUBBARD RM 1                         11.738 METERS 05848     |
 NP0660| CQ4024 HUBBARD AZ MK                                      1670517.3 |
 NP0660| CQ4026 HUBBARD RM 2                         13.206 METERS 29258     |
 NP0660|---------------------------------------------------------------------|
 NP0660
 NP0660                          SUPERSEDED SURVEY CONTROL
 NP0660
 NP0660  NAD 83(1995)-  42 59 08.41665(N)    102 38 48.07685(W) AD(       ) 2
 NP0660  NAD 83(1993)-  42 59 08.41087(N)    102 38 48.07812(W) AD(       ) 2
 NP0660  NAD 83(1986)-  42 59 08.40551(N)    102 38 48.07464(W) AD(       ) 2
 NP0660  NAD 27      -  42 59 08.46500(N)    102 38 46.48200(W) AD(       ) 2
 NP0660
 NP0660.Superseded values are not recommended for survey control.
 NP0660
 NP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0660.See file dsdata.pdf to determine how the superseded data were derived.
 NP0660
 NP0660_MARKER: DS = TRIANGULATION STATION DISK
 NP0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0660
 NP0660  HISTORY     - Date     Condition        Report By
 NP0660  HISTORY     - 1934     MONUMENTED       CGS
 NP0660  HISTORY     - 1936     GOOD             CGS
 NP0660  HISTORY     - 1968     GOOD             CGS
 NP0660
 NP0660                          STATION DESCRIPTION
 NP0660
 NP0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0660'THIS STATION IS LOCATED ABOUT 4-1/2 MILES SW OF PINE RIDGE,
 NP0660'SOUTH DAKOTA, AND 1 MILE S OF THE NEBRASKA-SOUTH DAKOTA STATE
 NP0660'LINE.  IT IS ON THE HIGHEST POINT OF A VERY PROMINENT BUTTE,
 NP0660'LOCALLY KNOWN AS HUBBARDS DOME.  IT IS ON LAND OWNED BY J.M.
 NP0660'HUBBARD WHOSE HOUSE IS ABOUT 3/4 MILE NE OF THE STATION.
 NP0660'IT IS IN THE SW 1/4 OF SEC. 29, T 35 N, R 45 W.
 NP0660'
 NP0660'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0660'BRONZE DISKS SET IN CONCRETE.
 NP0660'
 NP0660'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE S END OF
 NP0660'THE BUTTE MENTIONED ABOVE*.
 NP0660'
 NP0660'*REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS ENE OF THE STATION.
 NP0660'
 NP0660'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND IS WNW OF THE STATION.
 NP0660'
 NP0660'AZIMUTH MARK PROJECTS 4 INCHES, AND IS SSE OF THE STATION,
 NP0660'ON THE HIGHEST POINT OF A SMALL GRASS-COVERED KNOLL, AND
 NP0660'IS 75 YARDS N OF AN E-W FENCE.
 NP0660'
 NP0660'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 NP0660
 NP0660                          STATION RECOVERY (1936)
 NP0660
 NP0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0660'STATION AND REFERENCE MARKS, WERE FOUND AS DESCRIBED, IN
 NP0660'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 NP0660'MARKS WERE CHECKED.  NO CHECK WAS MADE ON THE AZIMUTH MARK.
 NP0660'
 NP0660'THE STATION IS LOCATED ABOUT 9-1/2 MILES S AND W BY ROAD FROM
 NP0660'PINE RIDGE ON THE TOP OF A HIGH BUTTE ON THE HUBBARD RANCH.
 NP0660'
 NP0660'REFERENCE MARK NO. 1 IS 38.43 FEET ENE OF THE STATION AND
 NP0660'72.80 FEET FROM NO. 2.
 NP0660'
 NP0660'REFERENCE MARK NO. 2 IS 43.27 FEET WNW OF THE STATION.
 NP0660'
 NP0660'AZIMUTH MARK IS SSE OF THE STATION ON THE HIGHEST POINT OF A
 NP0660'SMALL GRASS-COVERED KNOLL.  75 YARDS N OF AN E-W FENCE.
 NP0660'
 NP0660'TO REACH STATION FROM PINE RIDGE, GO W ON THE CHADRON ROAD
 NP0660'(DO NOT TAKE ROAD THAT LEADS S), FROM POST OFFICE 3.7 MILES
 NP0660'TO A T-ROAD S.  TAKE THIS ROAD S (BOTH ROADS ARE KNOWN AS
 NP0660'CHADRON ROAD) 1.3 MILES TO THE ST. ANN CHURCH.  TURN TO S AND GO
 NP0660'S AND W 2.1 MILES TO A POINT WHERE ROAD TURNS W.  TAKE ROAD
 NP0660'THAT LEADS SE TOWARD HUBBARDS RANCH, AND GO 1.1 MILES TO RANCH
 NP0660'HOUSE AND TWO GATES, ONE WIRE AND THE OTHER IRON.  PASS
 NP0660'THROUGH WIRE GATE AND FOLLOW DIM ROAD 0.3 MILE.  HERE LEAVE
 NP0660'ROAD AND TURN W AND START CLIMB TO TOP OF BUTTE AND STATION,
 NP0660'ABOUT 0.2 MILE DISTANT.  STATION BUTTE IS EASILY RECOGNIZED
 NP0660'AND MAY BE SEEN FOR SEVERAL MILES IN ALL DIRECTIONS.
 NP0660'
 NP0660'ALL LINES VISIBLE FROM THIS STATION FROM A 10-FOOT STAND.
 NP0660
 NP0660                          STATION RECOVERY (1968)
 NP0660
 NP0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0660'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 NP0660'
 NP0660'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN
 NP0660'GOOD CONDITION AS DESCRIBED.
 NP0660'
 NP0660'OLD DESCRIPTION IS ADEQUATE.
 NP0660'
 NP0660'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0835 ***********************************************************************
 LG0835  DESIGNATION -  HUBBEL MUNICIPAL TANK
 LG0835  PID         -  LG0835
 LG0835  STATE/COUNTY-  NE/THAYER
 LG0835  COUNTRY     -  US
 LG0835  USGS QUAD   -  CHESTER (2017)
 LG0835
 LG0835                         *CURRENT SURVEY CONTROL
 LG0835  ______________________________________________________________________
 LG0835* NAD 83(1995) POSITION- 40 00 46.03688(N) 097 30 00.87731(W)   ADJUSTED
 LG0835  ______________________________________________________________________
 LG0835  GEOID HEIGHT    -        -26.698 (meters)                     GEOID18
 LG0835  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 LG0835  HORZ ORDER      -  THIRD
 LG0835
 LG0835.The horizontal coordinates were established by classical geodetic methods
 LG0835.and adjusted by the National Geodetic Survey in August 1997.
 LG0835
 LG0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0835.GEOID18 height accuracy estimate available here.
 LG0835
 LG0835.Click photographs - Photos may exist for this station.
 LG0835
 LG0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0835
 LG0835. The following values were computed from the NAD 83(1995) position.
 LG0835
 LG0835;                    North         East     Units Scale Factor Converg.
 LG0835;SPC NE       -    23,011.247   713,393.045   MT  0.99999425   +1 39 23.7
 LG0835;SPC NE       -    75,496.07  2,340,523.68   sFT  0.99999425   +1 39 23.7
 LG0835;UTM  14      - 4,430,253.791   627,997.427   MT  0.99980169   +0 57 51.9
 LG0835
 LG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2799730253(NAD 83)
 LG0835
 LG0835                          SUPERSEDED SURVEY CONTROL
 LG0835
 LG0835  NAD 83(1986)-  40 00 46.04200(N)    097 30 00.87722(W) AD(       ) 3
 LG0835  NAD 27      -  40 00 46.01500(N)    097 29 59.72700(W) AD(       ) 3
 LG0835
 LG0835.Superseded values are not recommended for survey control.
 LG0835
 LG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0835.See file dsdata.pdf to determine how the superseded data were derived.
 LG0835
 LG0835_MARKER: 53 = ELEVATED TANK
 LG0835
 LG0835  HISTORY     - Date     Condition        Report By
 LG0835  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0835
 LG0835                          STATION DESCRIPTION
 LG0835
 LG0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0835'THE STATION IS LOCATED IN THE NORTH-WEST SECTION OF TOWN,
 LG0835'150 FEET EAST OF A NORTH-SOUTH ROAD, 100 FEET NORTH OF A
 LG0835'EAST-WEST ROAD, AND 100 FEET WEST OF A SCHOOL HOUSE.  THE
 LG0835'TANK IS SUPPORTED BY A 4 LEGGED TRUSWORK STRUCTURE.  IT HAS
 LG0835'A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL
 LG0835'HEIGHT IS APPROXIMATELY 100 FEET.  THE POINT OBSERVED UPON WAS
 LG0835'THE BALL AT THE APEX OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0353 ***********************************************************************
 NP0353  DESIGNATION -  HUCKE
 NP0353  PID         -  NP0353
 NP0353  STATE/COUNTY-  NE/BOX BUTTE
 NP0353  COUNTRY     -  US
 NP0353  USGS QUAD   -  NONPAREIL (2017)
 NP0353
 NP0353                         *CURRENT SURVEY CONTROL
 NP0353  ______________________________________________________________________
 NP0353* NAD 83(1995) POSITION- 42 20 54.87667(N) 103 10 10.57514(W)   ADJUSTED
 NP0353* NAVD 88 ORTHO HEIGHT -  1353.760 (meters)     4441.46  (feet) ADJUSTED
 NP0353  ______________________________________________________________________
 NP0353  GEOID HEIGHT    -        -18.209 (meters)                     GEOID18
 NP0353  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 NP0353  DYNAMIC HEIGHT  -       1352.953 (meters)     4438.81  (feet) COMP
 NP0353  MODELED GRAVITY -    979,978.2   (mgal)                       NAVD 88
 NP0353
 NP0353  HORZ ORDER      -  FIRST
 NP0353  VERT ORDER      -  FIRST     CLASS II
 NP0353
 NP0353.The horizontal coordinates were established by classical geodetic methods
 NP0353.and adjusted by the National Geodetic Survey in August 1997.
 NP0353
 NP0353.The orthometric height was determined by differential leveling and
 NP0353.adjusted by the NATIONAL GEODETIC SURVEY
 NP0353.in June 1991.
 NP0353
 NP0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0353.GEOID18 height accuracy estimate available here.
 NP0353
 NP0353.Click photographs - Photos may exist for this station.
 NP0353
 NP0353.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0353
 NP0353.The dynamic height is computed by dividing the NAVD 88
 NP0353.geopotential number by the normal gravity value computed on the
 NP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0353.degrees latitude (g = 980.6199 gals.).
 NP0353
 NP0353.The modeled gravity was interpolated from observed gravity values.
 NP0353
 NP0353. The following values were computed from the NAD 83(1995) position.
 NP0353
 NP0353;                    North         East     Units Scale Factor Converg.
 NP0353;SPC NE       -   284,051.797   238,953.324   MT  0.99976680   -2 06 01.8
 NP0353;SPC NE       -   931,926.60    783,966.03   sFT  0.99976680   -2 06 01.8
 NP0353;UTM  13      - 4,690,102.004   650,761.320   MT  0.99987966   +1 13 59.7
 NP0353
 NP0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0353!SPC NE       -   0.99979058  x   0.99976680  =   0.99955743
 NP0353!UTM  13      -   0.99979058  x   0.99987966  =   0.99967027
 NP0353
 NP0353:                Primary Azimuth Mark                     Grid Az
 NP0353:SPC NE       -  HEMINGFORD MUNICIPAL STANDPIPE           113 00 30.5
 NP0353:UTM  13      -  HEMINGFORD MUNICIPAL STANDPIPE           109 40 29.0
 NP0353
 NP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5076190102(NAD 83)
 NP0353
 NP0353|---------------------------------------------------------------------|
 NP0353| PID    Reference Object                     Distance      Geod. Az  |
 NP0353|                                                           dddmmss.s |
 NP0353| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX. 8.1 KM 1105428.7 |
 NP0353| NP0354 HUCKE RM 1                           78.090 METERS 22835     |
 NP0353| NP0352 HUCKE RM 2                           66.367 METERS 29755     |
 NP0353| CQ4027 HUCKE AZ MK                                        3552159.4 |
 NP0353|---------------------------------------------------------------------|
 NP0353
 NP0353                          SUPERSEDED SURVEY CONTROL
 NP0353
 NP0353  NAD 83(1993)-  42 20 54.87673(N)    103 10 10.57533(W) AD(       ) 1
 NP0353  NAD 83(1986)-  42 20 54.87518(N)    103 10 10.57068(W) AD(       ) 1
 NP0353  NAD 27      -  42 20 55.01800(N)    103 10 08.85700(W) AD(       ) 1
 NP0353  NGVD 29 (??/??/92) 1353.096  (m)         4439.28   (f) ADJ UNCH    1 2
 NP0353  NGVD 29            1353.10   (m)         4439.3    (f) LEVELING    3  
 NP0353
 NP0353.Superseded values are not recommended for survey control.
 NP0353
 NP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0353.See file dsdata.pdf to determine how the superseded data were derived.
 NP0353
 NP0353_MARKER: DS = TRIANGULATION STATION DISK
 NP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0353_STAMPING: HUCKE 1934
 NP0353_MARK LOGO: CGS
 NP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0353+STABILITY: SURFACE MOTION
 NP0353
 NP0353  HISTORY     - Date     Condition        Report By
 NP0353  HISTORY     - 1934     MONUMENTED       CGS
 NP0353  HISTORY     - 1946     GOOD             CGS
 NP0353  HISTORY     - 1956     GOOD             CGS
 NP0353  HISTORY     - 1956     GOOD             CGS
 NP0353  HISTORY     - 1958     GOOD             CGS
 NP0353  HISTORY     - 1967     GOOD             USAF
 NP0353  HISTORY     - 1985     GOOD             NGS
 NP0353
 NP0353                          STATION DESCRIPTION
 NP0353
 NP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0353'STATION IS ABOUT 5-1/2 MILES WNW OF HEMINGFORD, AND IS ON THE
 NP0353'HIGHEST HILL OF A RIDGE.  IT IS IN THE NW 1/4 SEC. 4, T 27 N,
 NP0353'R 50 W, AND IS 190 FEET E OF THE RIGHT-OF-WAY FENCE ON THE E
 NP0353'SIDE OF THE ROAD.
 NP0353'
 NP0353'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0353'BRONZE DISKS SET IN CONCRETE.
 NP0353'
 NP0353'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0353'
 NP0353'REFERENCE MARK NO. 1 IS SW AND NO. 2 IS WNW OF THE STATION.
 NP0353'BOTH ARE UNDER THE RIGHT-OF-WAY FENCE ON THE E SIDE OF THE ROAD.
 NP0353'
 NP0353'THE AZIMUTH MARK IS ABOUT 0.5 MILE N OF THE STATION, ON A KNOLL
 NP0353'BETWEEN TWO FARM HOUSES AND IS 29 FEET W OF THE CENTER OF THE
 NP0353'ROAD.
 NP0353'
 NP0353'THE STATION IS REACHED FROM HEMINGFORD BY GOING W ON STATE
 NP0353'ROUTE 19, 5.0 MILES.  TURN N ON A GRADED ROAD AND GO 1.5 MILES
 NP0353'TO A GATE ON THE E SIDE OF THE ROAD.  PASS THROUGH THE GATE AND
 NP0353'DRIVE NORTHERLY 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 NP0353'THE STATION.
 NP0353'
 NP0353'A 10-FOOT STAND WAS ERECTED.
 NP0353
 NP0353                          STATION RECOVERY (1946)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0353'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  WITH THE
 NP0353'EXCEPTION OF R.M. NO. 2, ALL MARKS WERE FOUND IN GOOD CONDITION.
 NP0353'R.M. NO. 2 WAS STILL SOLID AND IN ITS ORIGINAL POSITION, BUT
 NP0353'DUE TO ITS LOCATION ON THE EAST AND TOP EDGE OF THE DRAINAGE
 NP0353'DITCH ALONGSIDE THE ROAD, THE SAND IS BEGINNING TO WASH AWAY
 NP0353'FROM THE CONCRETE BASE AND IN DUE TIME MAY BECOME DISPLACED.
 NP0353'
 NP0353'THE HIGHWAY REFERRED TO IN THE 1934 DESCRIPTION AS STATE ROUTE
 NP0353'NO. 19 IS NOW STATE HIGHWAY NO. 2.
 NP0353'
 NP0353'THE DIRECTION TO THE AZIMUTH MARK DID NOT AGREE WITH THE 1946
 NP0353'VALUE BY 00 03 26.59.  THE 1946 OBSERVATION WAS CHECKED IN THE
 NP0353'FIELD AND IS ASSUMED TO BE CORRECT.
 NP0353'
 NP0353'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NP0353'
 NP0353'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF HEMINGFORD ON THE
 NP0353'HIGHEST POINT OF AN EAST-WEST RIDGE, ON THE EAST SIDE OF THE
 NP0353'ROAD.  IT IS 190 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 223
 NP0353'FEET EAST OF THE CENTER LINE OF THE ROAD.  IT IS
 NP0353'STAMPED HUCKE 1934, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0353'
 NP0353'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE FENCE
 NP0353'LINE AND 30 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD.  IT
 NP0353'IS STAMPED HUCKE NO 1 1934 AND PROJECTS 4 INCHES.
 NP0353'
 NP0353'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE
 NP0353'LINE AND 30 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD.  IT
 NP0353'IS STAMPED HUCKE NO 2 1934 AND PROJECTS 10 INCHES.
 NP0353'
 NP0353'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE
 NP0353'LINE, 29 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD AND
 NP0353'ABOUT 50 FEET SOUTH OF THE HIGHEST POINT OF A SMALL HILL BETWEEN
 NP0353'TWO FARMHOUSES.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 NP0353'HUCKE AZIMUTH 1934, SET 4 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0353'
 NP0353'REACHED FROM THE MAIN INTERSECTION IN HEMINGFORD BY GOING
 NP0353'WEST ON STATE HIGHWAY NO. 2 FOR 5 MILES TO A CROSSROAD.  TURN
 NP0353'RIGHT, NORTH, ON GRADED ROAD FOR 1.5 MILES TO A FENCE CORNER
 NP0353'AND A GATE ON THE RIGHT.  PASS THROUGH GATE AND CONTINUE
 NP0353'NORTHERLY FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 NP0353'
 NP0353'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE,
 NP0353'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.8 MILE TO THE MARK
 NP0353'ON THE LEFT AS DESCRIBED.
 NP0353
 NP0353                          STATION RECOVERY (1956)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0353'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0353'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0353'ALONG A GRADED DIRT ROAD, 223 FEET EAST OF THE CENTER LINE OF
 NP0353'A ROAD, ON TOP OF THE HIGHEST POINT OF A RIDGE, 190 FEET EAST
 NP0353'OF A FENCE, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 NP0353'CONCRETE POST WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND,
 NP0353'STAMPED HUCKE 1934, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP
 NP0353'27 NORTH, RANGE 50 WEST.
 NP0353'
 NP0353'HUCKE R.M. 1 IS 256 FEET SOUTHWEST OF TRIANGULATION STATION
 NP0353'HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD, 1 FOOT
 NP0353'WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, A REFERENCE
 NP0353'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 NP0353'FOOT ABOVE THE GROUND, STAMPED HUCKE NO 1 1934.
 NP0353'
 NP0353'HUCKE R.M. 2 IS 218 FEET NORTHWEST OF TRIANGULATION STATION
 NP0353'HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD, 1 FOOT
 NP0353'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, A REFERENCE
 NP0353'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 NP0353'FOOT ABOVE THE GROUND, STAMPED HUCKE NO 2 1934.
 NP0353
 NP0353                          STATION RECOVERY (1956)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0353'7 MI NW FROM HEMINGFORD.
 NP0353'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0353'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0353'ALONG A GRADED DIRT ROAD, 223 FEET EAST OF THE CENTER LINE
 NP0353'OF A ROAD, ON TOP OF THE HIGHEST POINT OF A RIDGE, 190 FEET
 NP0353'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0353'1.0 FOOT BELOW THE TOP OF THE GROUND, IN THE NORTHWEST 1/4 OF
 NP0353'SECTION 4, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0353
 NP0353                          STATION RECOVERY (1958)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0353'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NP0353'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION
 NP0353'BY CAG IN 1946 RECOVEREY NOTE ADEQUATE AND CORRECT EXCEPT FOR
 NP0353'THE FOLLOWING.  STATION IS 1.8 MILES NORTH ALONG GRADED GRAVEL
 NP0353'ROAD FROM INTERSECTION OF A GRADED GRAVEL ROAD AND STATE ROUTES
 NP0353'2-87 (ABOUT 5.0 MILES WEST OF HEMINGFORD).  REFERENCE MARK
 NP0353'NO. 1 IS 1.4 FEET NORTH OF A WHITE WITNESS POST AND REFERENCE
 NP0353'MARK NO. 2 IS 1.6 FEET NORTH OF A WHITE WITNESS POST.
 NP0353
 NP0353                          STATION RECOVERY (1967)
 NP0353
 NP0353'RECOVERY NOTE BY US AIR FORCE 1967
 NP0353'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 NP0353'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT
 NP0353'LOCATED.  IT WAS APPARENTLY DESTROYED WHEN THE ROAD WAS WIDENED.
 NP0353'
 NP0353'STATION WAS OCCUPIED, USING STATION GIRARD AS AN AZIMUTH.
 NP0353'
 NP0353'THE 1946 ROUTE DESCRIPTION IS ADEQUATE.
 NP0353
 NP0353                          STATION RECOVERY (1985)
 NP0353
 NP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0354 ***********************************************************************
 NP0354  DESIGNATION -  HUCKE RM 1
 NP0354  PID         -  NP0354
 NP0354  STATE/COUNTY-  NE/BOX BUTTE
 NP0354  COUNTRY     -  US
 NP0354  USGS QUAD   -  NONPAREIL (2017)
 NP0354
 NP0354                         *CURRENT SURVEY CONTROL
 NP0354  ______________________________________________________________________
 NP0354* NAD 83(1986) POSITION- 42 20 53.20   (N) 103 10 13.13   (W)   HD_HELD1
 NP0354* NAVD 88 ORTHO HEIGHT -  1353.046 (meters)     4439.12  (feet) ADJUSTED
 NP0354  ______________________________________________________________________
 NP0354  GEOID HEIGHT    -        -18.209 (meters)                     GEOID18
 NP0354  DYNAMIC HEIGHT  -       1352.240 (meters)     4436.47  (feet) COMP
 NP0354  MODELED GRAVITY -    979,978.3   (mgal)                       NAVD 88
 NP0354
 NP0354  VERT ORDER      -  FIRST     CLASS II
 NP0354
 NP0354.The horizontal coordinates were determined by differentially corrected
 NP0354.hand held GPS observations or other comparable positioning techniques
 NP0354.and have an estimated accuracy of +/- 3 meters.
 NP0354
 NP0354.The orthometric height was determined by differential leveling and
 NP0354.adjusted by the NATIONAL GEODETIC SURVEY
 NP0354.in June 1991.
 NP0354
 NP0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0354.GEOID18 height accuracy estimate available here.
 NP0354
 NP0354.Click photographs - Photos may exist for this station.
 NP0354
 NP0354.The dynamic height is computed by dividing the NAVD 88
 NP0354.geopotential number by the normal gravity value computed on the
 NP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0354.degrees latitude (g = 980.6199 gals.).
 NP0354
 NP0354.The modeled gravity was interpolated from observed gravity values.
 NP0354
 NP0354;                    North         East    Units  Estimated Accuracy
 NP0354;SPC NE       -   284,002.3     238,893.0     MT  (+/- 3 meters HH1 GPS) 
 NP0354
 NP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5070390049(NAD 83)
 NP0354
 NP0354                          SUPERSEDED SURVEY CONTROL
 NP0354
 NP0354  NGVD 29 (??/??/92) 1352.382  (m)         4436.94   (f) ADJ UNCH    1 2
 NP0354
 NP0354.Superseded values are not recommended for survey control.
 NP0354
 NP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0354.See file dsdata.pdf to determine how the superseded data were derived.
 NP0354
 NP0354_MARKER: DR = REFERENCE MARK DISK
 NP0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0354_STAMPING: HUCKE NO 1 1934
 NP0354_MARK LOGO: CGS
 NP0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0354+STABILITY: SURFACE MOTION
 NP0354
 NP0354  HISTORY     - Date     Condition        Report By
 NP0354  HISTORY     - 1934     MONUMENTED       CGS
 NP0354  HISTORY     - 1956     GOOD             CGS
 NP0354  HISTORY     - 1985     GOOD             NGS
 NP0354
 NP0354                          STATION DESCRIPTION
 NP0354
 NP0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0354'7 MI NW FROM HEMINGFORD.
 NP0354'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0354'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0354'ALONG A GRADED DIRT ROAD, 256 FEET SOUTHWEST OF TRIANGULATION
 NP0354'STATION HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD,
 NP0354'1 FOOT WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET
 NP0354'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 NP0354'GROUND, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 27 NORTH,
 NP0354'RANGE 50 WEST.
 NP0354
 NP0354                          STATION RECOVERY (1985)
 NP0354
 NP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0352 ***********************************************************************
 NP0352  DESIGNATION -  HUCKE RM 2
 NP0352  PID         -  NP0352
 NP0352  STATE/COUNTY-  NE/BOX BUTTE
 NP0352  COUNTRY     -  US
 NP0352  USGS QUAD   -  NONPAREIL (2017)
 NP0352
 NP0352                         *CURRENT SURVEY CONTROL
 NP0352  ______________________________________________________________________
 NP0352* NAD 83(1986) POSITION- 42 20 55.88   (N) 103 10 13.14   (W)   HD_HELD1
 NP0352* NAVD 88 ORTHO HEIGHT -  1353.180 (meters)     4439.56  (feet) ADJUSTED
 NP0352  ______________________________________________________________________
 NP0352  GEOID HEIGHT    -        -18.208 (meters)                     GEOID18
 NP0352  DYNAMIC HEIGHT  -       1352.374 (meters)     4436.91  (feet) COMP
 NP0352  MODELED GRAVITY -    979,978.3   (mgal)                       NAVD 88
 NP0352
 NP0352  VERT ORDER      -  FIRST     CLASS II
 NP0352
 NP0352.The horizontal coordinates were determined by differentially corrected
 NP0352.hand held GPS observations or other comparable positioning techniques
 NP0352.and have an estimated accuracy of +/- 3 meters.
 NP0352
 NP0352.The orthometric height was determined by differential leveling and
 NP0352.adjusted by the NATIONAL GEODETIC SURVEY
 NP0352.in June 1991.
 NP0352
 NP0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0352.GEOID18 height accuracy estimate available here.
 NP0352
 NP0352.Click photographs - Photos may exist for this station.
 NP0352
 NP0352.The dynamic height is computed by dividing the NAVD 88
 NP0352.geopotential number by the normal gravity value computed on the
 NP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0352.degrees latitude (g = 980.6199 gals.).
 NP0352
 NP0352.The modeled gravity was interpolated from observed gravity values.
 NP0352
 NP0352;                    North         East    Units  Estimated Accuracy
 NP0352;SPC NE       -   284,084.9     238,895.8     MT  (+/- 3 meters HH1 GPS) 
 NP0352
 NP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5070190131(NAD 83)
 NP0352
 NP0352                          SUPERSEDED SURVEY CONTROL
 NP0352
 NP0352  NGVD 29 (??/??/92) 1352.516  (m)         4437.38   (f) ADJ UNCH    1 2
 NP0352
 NP0352.Superseded values are not recommended for survey control.
 NP0352
 NP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0352.See file dsdata.pdf to determine how the superseded data were derived.
 NP0352
 NP0352_MARKER: DR = REFERENCE MARK DISK
 NP0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0352_STAMPING: HUCKE NO 2 1934
 NP0352_MARK LOGO: CGS
 NP0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0352+STABILITY: SURFACE MOTION
 NP0352
 NP0352  HISTORY     - Date     Condition        Report By
 NP0352  HISTORY     - 1934     MONUMENTED       CGS
 NP0352  HISTORY     - 1956     GOOD             CGS
 NP0352  HISTORY     - 1985     GOOD             NGS
 NP0352
 NP0352                          STATION DESCRIPTION
 NP0352
 NP0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0352'7 MI NW FROM HEMINGFORD.
 NP0352'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0352'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0352'ALONG A GRADED DIRT ROAD, 218 FEET NORTHWEST OF TRIANGULATION
 NP0352'STATION HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD,
 NP0352'1 FOOT WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 NP0352'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 NP0352'GROUND, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 27 NORTH,
 NP0352'RANGE 50 WEST.
 NP0352
 NP0352                          STATION RECOVERY (1985)
 NP0352
 NP0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0352'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.3 METER (1 FT) WEST OF A
 NP0352'WITNESS POST AND OMIT--2 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0588 ***********************************************************************
 NP0588  DESIGNATION -  HUGH
 NP0588  PID         -  NP0588
 NP0588  STATE/COUNTY-  NE/SHERIDAN
 NP0588  COUNTRY     -  US
 NP0588  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0588
 NP0588                         *CURRENT SURVEY CONTROL
 NP0588  ______________________________________________________________________
 NP0588* NAD 83(1995) POSITION- 42 35 25.58986(N) 102 12 19.27846(W)   ADJUSTED
 NP0588* NAVD 88 ORTHO HEIGHT -  1183.0   (meters)     3881.    (feet) VERTCON
 NP0588  ______________________________________________________________________
 NP0588  GEOID HEIGHT    -        -18.389 (meters)                     GEOID18
 NP0588  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 NP0588  HORZ ORDER      -  SECOND
 NP0588
 NP0588.The horizontal coordinates were established by classical geodetic methods
 NP0588.and adjusted by the National Geodetic Survey in August 1997.
 NP0588
 NP0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0588
 NP0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0588.GEOID18 height accuracy estimate available here.
 NP0588
 NP0588.Click photographs - Photos may exist for this station.
 NP0588
 NP0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0588
 NP0588. The following values were computed from the NAD 83(1995) position.
 NP0588
 NP0588;                    North         East     Units Scale Factor Converg.
 NP0588;SPC NE       -   308,435.951   319,032.402   MT  0.99983807   -1 27 41.3
 NP0588;SPC NE       - 1,011,926.95  1,046,692.14   sFT  0.99983807   -1 27 41.3
 NP0588;UTM  13      - 4,719,121.770   729,301.735   MT  1.00024694   +1 53 31.6
 NP0588
 NP0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0588!SPC NE       -   0.99981739  x   0.99983807  =   0.99965548
 NP0588!UTM  13      -   0.99981739  x   1.00024694  =   1.00006428
 NP0588
 NP0588:                Primary Azimuth Mark                     Grid Az
 NP0588:SPC NE       -  T 75 RESET                               001 50 31.8
 NP0588:UTM  13      -  T 75 RESET                               358 29 18.9
 NP0588
 NP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2930119121(NAD 83)
 NP0588
 NP0588|---------------------------------------------------------------------|
 NP0588| PID    Reference Object                     Distance      Geod. Az  |
 NP0588|                                                           dddmmss.s |
 NP0588| NP0066 T 75 RESET                          APPROX. 7.7 KM 0002250.5 |
 NP0588| CQ4028 HUGH RM 1                            22.975 METERS 25453     |
 NP0588| CQ4029 HUGH RM 2                            14.335 METERS 34004     |
 NP0588|---------------------------------------------------------------------|
 NP0588
 NP0588                          SUPERSEDED SURVEY CONTROL
 NP0588
 NP0588  NAD 83(1986)-  42 35 25.58042(N)    102 12 19.28105(W) AD(       ) 2
 NP0588  NAD 27      -  42 35 25.59591(N)    102 12 17.64846(W) AD(       ) 2
 NP0588  NGVD 29 (07/19/86) 1182.5    (m)         3880.     (f) VERT ANG       
 NP0588
 NP0588.Superseded values are not recommended for survey control.
 NP0588
 NP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0588.See file dsdata.pdf to determine how the superseded data were derived.
 NP0588
 NP0588_MARKER: DD = SURVEY DISK
 NP0588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0588+WITH SETTING: INFORMATION.
 NP0588_STAMPING: HUGH ET 1968
 NP0588_MARK LOGO: USGS
 NP0588_PROJECTION: FLUSH
 NP0588_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0588
 NP0588  HISTORY     - Date     Condition        Report By
 NP0588  HISTORY     - 1968     MONUMENTED       USGS
 NP0588
 NP0588                          STATION DESCRIPTION
 NP0588
 NP0588'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0588'THE STATION IS ABOUT 14.6 MI S. OF GORDON, NEAR THE S. SIXTEENTH
 NP0588'COR. BETWEEN SECS. 11 AND 12, T. 30 N., R. 42 W., ABOUT 0.1
 NP0588'MI W. OF STATE HWY. 27, ON PASTURE LAND OWNED BY BOB PIPER,
 NP0588'ABOUT 0.1 MI W. OF A METAL WITNESS POST.  IT IS ON THE HIGHEST
 NP0588'HILL IN VICINITY.
 NP0588'
 NP0588'TO REACH FROM THE CENTER OF GORDON, GO S. ON STATE HWY. 27
 NP0588'15.5 MI TO WIRE GATE ON RIGHT, TURN W. THROUGH GATE AND GO
 NP0588'NNW. 0.25 MI TO TOP OF HILL AND STATION.
 NP0588'
 NP0588'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NP0588'ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 NP0588'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HUGH 1968 IS ON THE
 NP0588'E. EDGE OF HIGHEST HILL IN THE VICINITY, IT IS FLUSH WITH THE
 NP0588'GROUND.
 NP0588'
 NP0588'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0588'COPPER COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0588'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED HUGH NO 1 1968,
 NP0588'THE MARK IS WSW. OF THE STATION AND IS FLUSH WITH THE GROUND.
 NP0588'
 NP0588'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0588'COPPER COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0588'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HUGH NO 2 1968, IT
 NP0588'IS NNW. OF STATION AND IS FLUSH WITH THE GROUND.
 NP0588'
 NP0588'NO AZIMUTH MARK SET.
 NP0588'
 NP0588'REFERENCE AZIMUTH USED - T 75 RESET 1958.
 NP0588'
 NP0588'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0361 ***********************************************************************
 MM0361  DESIGNATION -  HUGHES
 MM0361  PID         -  MM0361
 MM0361  STATE/COUNTY-  NE/CUSTER
 MM0361  COUNTRY     -  US
 MM0361  USGS QUAD   -  LINSCOTT SW (2017)
 MM0361
 MM0361                         *CURRENT SURVEY CONTROL
 MM0361  ______________________________________________________________________
 MM0361* NAD 83(1995) POSITION- 41 30 53.72070(N) 100 12 43.45423(W)   ADJUSTED
 MM0361* NAVD 88 ORTHO HEIGHT -   959.    (meters)     3146.    (feet) SCALED
 MM0361  ______________________________________________________________________
 MM0361  GEOID HEIGHT    -        -21.872 (meters)                     GEOID18
 MM0361  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 MM0361  HORZ ORDER      -  FIRST
 MM0361
 MM0361.The horizontal coordinates were established by classical geodetic methods
 MM0361.and adjusted by the National Geodetic Survey in August 1997.
 MM0361
 MM0361.The orthometric height was scaled from a topographic map.
 MM0361
 MM0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0361.GEOID18 height accuracy estimate available here.
 MM0361
 MM0361.Click photographs - Photos may exist for this station.
 MM0361
 MM0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0361
 MM0361. The following values were computed from the NAD 83(1995) position.
 MM0361
 MM0361;                    North         East     Units Scale Factor Converg.
 MM0361;SPC NE       -   186,720.533   482,303.043   MT  0.99965861   -0 08 25.9
 MM0361;SPC NE       -   612,598.95  1,582,355.90   sFT  0.99965861   -0 08 25.9
 MM0361;UTM  14      - 4,596,630.031   398,859.523   MT  0.99972588   -0 48 12.4
 MM0361
 MM0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0361!SPC NE       -   0.99985299  x   0.99965861  =   0.99951165
 MM0361!UTM  14      -   0.99985299  x   0.99972588  =   0.99957891
 MM0361
 MM0361:                Primary Azimuth Mark                     Grid Az
 MM0361:SPC NE       -  HUGHES AZ MK                             176 38 17.7
 MM0361:UTM  14      -  HUGHES AZ MK                             177 18 04.2
 MM0361
 MM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9885996630(NAD 83)
 MM0361
 MM0361|---------------------------------------------------------------------|
 MM0361| PID    Reference Object                     Distance      Geod. Az  |
 MM0361|                                                           dddmmss.s |
 MM0361| CN8813 HUGHES RM 1                          40.765 METERS 08457     |
 MM0361| CN8812 HUGHES AZ MK                                       1762951.8 |
 MM0361| CN8814 HUGHES RM 2                          23.200 METERS 20636     |
 MM0361|---------------------------------------------------------------------|
 MM0361
 MM0361                          SUPERSEDED SURVEY CONTROL
 MM0361
 MM0361  NAD 83(1986)-  41 30 53.72770(N)    100 12 43.46129(W) AD(       ) 1
 MM0361  NAD 27      -  41 30 53.72600(N)    100 12 41.97900(W) AD(       ) 1
 MM0361
 MM0361.Superseded values are not recommended for survey control.
 MM0361
 MM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0361.See file dsdata.pdf to determine how the superseded data were derived.
 MM0361
 MM0361_MARKER: DS = TRIANGULATION STATION DISK
 MM0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0361_STAMPING: HUGHES 1934
 MM0361_MARK LOGO: CGS
 MM0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0361+STABILITY: SURFACE MOTION
 MM0361
 MM0361  HISTORY     - Date     Condition        Report By
 MM0361  HISTORY     - 1934     MONUMENTED       CGS
 MM0361
 MM0361                          STATION DESCRIPTION
 MM0361
 MM0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0361'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 21, T. 18 N., R.
 MM0361'25 W., 0.1 MILE SOUTH OF THE NORTH LINE AND 0.1 MILE EAST OF
 MM0361'THE WEST LINE OF THE ABOVE QUARTER, ABOUT 6-1/2 MILES NORTH
 MM0361'BY WEST FROM ARNOLD AND 23-3/4 MILES WEST BY NORTH FROM MERNA,
 MM0361'ON THE NORTHWEST CORNER OF A HIGH TABLE-LAND OVERLOOKING
 MM0361'EUREKA VALLEY TO THE NORTH AND MILLS VALLEY TO THE WEST, ON
 MM0361'PROPERTY OWNED BY MR. G.H. HUGHES.
 MM0361'
 MM0361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 MM0361'AND 40 IN ARNOLD, ONE BLOCK EAST OF THE CUSTER HOTEL, GO NORTH
 MM0361'ON DIRT SECTION-LINE ROAD FOR 6.7 MILES, KEEPING TO MAIN
 MM0361'MEANDERING ROAD, TO CROSSROADS WITH WHITE SCHOOL (CEDAR GROVE)
 MM0361'TO THE NORTHEAST, TURN LEFT ON DIRT ROAD UP STEEP GRADE AND
 MM0361'GO 1.0 MILE WEST TO WHERE THE ROAD DROPS OFF THE TABLE-LAND
 MM0361'THROUGH A CUT, TURN RIGHT AND GO ALONG THE EDGE OF THE BLUFF
 MM0361'FOR 0.4 MILE NORTH TO STATION ON EDGE OF BLUFF.  MARK PROJECTS
 MM0361'6 INCHES ABOVE GROUND.
 MM0361'
 MM0361'AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, IN FENCE LINE ON
 MM0361'EDGE OF BLUFF, 0.1 MILE SOUTH OF ROAD CUT.  MARK PROJECTS 6
 MM0361'INCHES ABOVE THE GROUND.  TO REACH FROM STATION, GO SOUTH FOR
 MM0361'0.5 MILE ALONG EDGE OF BLUFF TO MARK.
 MM0361'
 MM0361'REFERENCE MARK NO. 1 IS EAST OF STATION, IN EDGE OF CULTIVATED
 MM0361'FIELD AT THE HEAD OF A DRAW, AND PROJECTS 6 INCHES ABOVE THE
 MM0361'GROUND.
 MM0361'
 MM0361'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON THE
 MM0361'EDGE OF BLUFF AND CULTIVATED FIELD, AND PROJECTS 6 INCHES ABOVE
 MM0361'THE GROUND.
 MM0361'
 MM0361'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 MM0361'CONCRETE POSTS.
 MM0361'
 MM0361'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1386 ***********************************************************************
 LF1386  DESIGNATION -  HUMBOLDT MUNICIPAL TANK
 LF1386  PID         -  LF1386
 LF1386  STATE/COUNTY-  NE/RICHARDSON
 LF1386  COUNTRY     -  US
 LF1386  USGS QUAD   -  HUMBOLDT (2017)
 LF1386
 LF1386                         *CURRENT SURVEY CONTROL
 LF1386  ______________________________________________________________________
 LF1386* NAD 83(1995) POSITION- 40 10 17.37577(N) 095 56 50.35231(W)   ADJUSTED
 LF1386  ______________________________________________________________________
 LF1386  GEOID HEIGHT    -        -29.441 (meters)                     GEOID18
 LF1386  LAPLACE CORR    -         -7.06  (seconds)                    DEFLEC18
 LF1386  HORZ ORDER      -  THIRD
 LF1386
 LF1386.The horizontal coordinates were established by classical geodetic methods
 LF1386.and adjusted by the National Geodetic Survey in August 1997.
 LF1386
 LF1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1386.GEOID18 height accuracy estimate available here.
 LF1386
 LF1386.Click photographs - Photos may exist for this station.
 LF1386
 LF1386.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1386
 LF1386. The following values were computed from the NAD 83(1995) position.
 LF1386
 LF1386;                    North         East     Units Scale Factor Converg.
 LF1386;SPC NE       -    45,636.077   845,055.032   MT  0.99992689   +2 41 08.5
 LF1386;SPC NE       -   149,724.36  2,772,484.72   sFT  0.99992689   +2 41 08.5
 LF1386;UTM  15      - 4,450,957.572   249,029.358   MT  1.00037544   -1 54 08.1
 LF1386;UTM  14      - 4,451,260.926   759,943.670   MT  1.00043189   +1 58 13.1
 LF1386
 LF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4902950957(NAD 83)
 LF1386
 LF1386                          SUPERSEDED SURVEY CONTROL
 LF1386
 LF1386  NAD 83(1986)-  40 10 17.38466(N)    095 56 50.34866(W) AD(       ) 3
 LF1386  NAD 27      -  40 10 17.39000(N)    095 56 49.35000(W) AD(       ) 3
 LF1386
 LF1386.Superseded values are not recommended for survey control.
 LF1386
 LF1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1386.See file dsdata.pdf to determine how the superseded data were derived.
 LF1386
 LF1386_MARKER: 51 = TANK
 LF1386
 LF1386  HISTORY     - Date     Condition        Report By
 LF1386  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1386
 LF1386                          STATION DESCRIPTION
 LF1386
 LF1386'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1851 ***********************************************************************
 MK1851  DESIGNATION -  HUMPHREY ST FRANCIS CATH CH
 MK1851  PID         -  MK1851
 MK1851  STATE/COUNTY-  NE/PLATTE
 MK1851  COUNTRY     -  US
 MK1851  USGS QUAD   -  HUMPHREY (2017)
 MK1851
 MK1851                         *CURRENT SURVEY CONTROL
 MK1851  ______________________________________________________________________
 MK1851* NAD 83(1995) POSITION- 41 41 25.90506(N) 097 29 13.99259(W)   ADJUSTED
 MK1851  ______________________________________________________________________
 MK1851  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 MK1851  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 MK1851  HORZ ORDER      -  THIRD
 MK1851
 MK1851.The horizontal coordinates were established by classical geodetic methods
 MK1851.and adjusted by the National Geodetic Survey in August 1997.
 MK1851
 MK1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1851.GEOID18 height accuracy estimate available here.
 MK1851
 MK1851.Click photographs - Photos may exist for this station.
 MK1851
 MK1851.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1851
 MK1851. The following values were computed from the NAD 83(1995) position.
 MK1851
 MK1851;                    North         East     Units Scale Factor Converg.
 MK1851;SPC NE       -   209,234.745   709,091.614   MT  0.99966377   +1 39 54.8
 MK1851;SPC NE       -   686,464.33  2,326,411.40   sFT  0.99966377   +1 39 54.8
 MK1851;UTM  14      - 4,616,522.481   625,891.746   MT  0.99979503   +1 00 22.7
 MK1851
 MK1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2589116522(NAD 83)
 MK1851
 MK1851                          SUPERSEDED SURVEY CONTROL
 MK1851
 MK1851  NAD 83(1986)-  41 41 25.91393(N)    097 29 13.99694(W) AD(       ) 3
 MK1851  NAD 27      -  41 41 25.88300(N)    097 29 12.83500(W) AD(       ) 3
 MK1851
 MK1851.Superseded values are not recommended for survey control.
 MK1851
 MK1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1851.See file dsdata.pdf to determine how the superseded data were derived.
 MK1851
 MK1851_MARKER: 91 = CHURCH CROSS
 MK1851
 MK1851  HISTORY     - Date     Condition        Report By
 MK1851  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1851
 MK1851                          STATION DESCRIPTION
 MK1851
 MK1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1851'POINT OBSERVED UPON WAS TIP OF CROSS (A LARGE GOLD CROSS) ON THE
 MK1851'ST. FRANCIS CATHOLIS CHURCH IN HUMPHREY, BUILT IN 1893.
 MK1851'
 MK1851'OBSERVED UPON FROM STATIONS GERMAN, WHITE, HUNDT, HOBZA, JANSSEN,
 MK1851'MONROE, AND TARNOV.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1850 ***********************************************************************
 MK1850  DESIGNATION -  HUMPHREY TANK
 MK1850  PID         -  MK1850
 MK1850  STATE/COUNTY-  NE/PLATTE
 MK1850  COUNTRY     -  US
 MK1850  USGS QUAD   -  HUMPHREY (2017)
 MK1850
 MK1850                         *CURRENT SURVEY CONTROL
 MK1850  ______________________________________________________________________
 MK1850* NAD 83(1995) POSITION- 41 41 20.81799(N) 097 29 21.98653(W)   ADJUSTED
 MK1850  ______________________________________________________________________
 MK1850  GEOID HEIGHT    -        -24.841 (meters)                     GEOID18
 MK1850  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 MK1850  HORZ ORDER      -  THIRD
 MK1850
 MK1850.The horizontal coordinates were established by classical geodetic methods
 MK1850.and adjusted by the National Geodetic Survey in August 1997.
 MK1850
 MK1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1850.GEOID18 height accuracy estimate available here.
 MK1850
 MK1850.Click photographs - Photos may exist for this station.
 MK1850
 MK1850.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1850
 MK1850. The following values were computed from the NAD 83(1995) position.
 MK1850
 MK1850;                    North         East     Units Scale Factor Converg.
 MK1850;SPC NE       -   209,072.550   708,911.447   MT  0.99966369   +1 39 49.5
 MK1850;SPC NE       -   685,932.19  2,325,820.31   sFT  0.99966369   +1 39 49.5
 MK1850;UTM  14      - 4,616,362.347   625,709.702   MT  0.99979447   +1 00 17.2
 MK1850
 MK1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2570916362(NAD 83)
 MK1850
 MK1850                          SUPERSEDED SURVEY CONTROL
 MK1850
 MK1850  NAD 83(1986)-  41 41 20.82691(N)    097 29 21.99087(W) AD(       ) 3
 MK1850  NAD 27      -  41 41 20.79700(N)    097 29 20.82700(W) AD(       ) 3
 MK1850
 MK1850.Superseded values are not recommended for survey control.
 MK1850
 MK1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1850.See file dsdata.pdf to determine how the superseded data were derived.
 MK1850
 MK1850_MARKER: 51 = TANK
 MK1850
 MK1850  HISTORY     - Date     Condition        Report By
 MK1850  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1850
 MK1850                          STATION DESCRIPTION
 MK1850
 MK1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1850'POINT OBSERVED UPON WAS FINIAL OF BLACK MUNICIPAL WATER TANK
 MK1850'LOCATED IN THE TOWN OF HUMPHREY.
 MK1850'
 MK1850'OBSERVED UPON FROM STATIONS GERMAN, WHITE, HUNDT, HOBZA, JANSSEN,
 MK1850'MONROE, AND TARNOV.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0449 ***********************************************************************
 LJ0449  DESIGNATION -  HUNT
 LJ0449  PID         -  LJ0449
 LJ0449  STATE/COUNTY-  NE/RED WILLOW
 LJ0449  COUNTRY     -  US
 LJ0449  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0449
 LJ0449                         *CURRENT SURVEY CONTROL
 LJ0449  ______________________________________________________________________
 LJ0449* NAD 83(1995) POSITION- 40 07 54.91342(N) 100 37 03.06003(W)   ADJUSTED
 LJ0449* NAVD 88 ORTHO HEIGHT -   831.    (meters)     2726.    (feet) SCALED
 LJ0449  ______________________________________________________________________
 LJ0449  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 LJ0449  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LJ0449  HORZ ORDER      -  FIRST
 LJ0449
 LJ0449.The horizontal coordinates were established by classical geodetic methods
 LJ0449.and adjusted by the National Geodetic Survey in August 1997.
 LJ0449
 LJ0449.The orthometric height was scaled from a topographic map.
 LJ0449
 LJ0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0449.GEOID18 height accuracy estimate available here.
 LJ0449
 LJ0449.Click photographs - Photos may exist for this station.
 LJ0449
 LJ0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0449
 LJ0449. The following values were computed from the NAD 83(1995) position.
 LJ0449
 LJ0449;                    North         East     Units Scale Factor Converg.
 LJ0449;SPC NE       -    33,341.645   447,372.934   MT  0.99994298   -0 24 33.2
 LJ0449;SPC NE       -   109,388.38  1,467,756.03   sFT  0.99994298   -0 24 33.2
 LJ0449;UTM  14      - 4,443,653.236   362,192.194   MT  0.99983379   -1 02 33.8
 LJ0449
 LJ0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0449!SPC NE       -   0.99987338  x   0.99994298  =   0.99981637
 LJ0449!UTM  14      -   0.99987338  x   0.99983379  =   0.99970719
 LJ0449
 LJ0449:                Primary Azimuth Mark                     Grid Az
 LJ0449:SPC NE       -  HUNT AZ MK RESET                         009 11 52.4
 LJ0449:UTM  14      -  HUNT AZ MK RESET                         009 49 53.0
 LJ0449
 LJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6219243653(NAD 83)
 LJ0449
 LJ0449|---------------------------------------------------------------------|
 LJ0449| PID    Reference Object                     Distance      Geod. Az  |
 LJ0449|                                                           dddmmss.s |
 LJ0449| CN8815 HUNT AZ MK                                         0010234.8 |
 LJ0449| CN8816 HUNT AZ MK RESET                                   0084719.2 |
 LJ0449| CN8819 HUNT RM 3                            33.004 METERS 15434     |
 LJ0449| CN8817 HUNT RM 1                            64.230 METERS 21244     |
 LJ0449| CN8818 HUNT RM 2                            26.192 METERS 24421     |
 LJ0449| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.21.2 KM 3380202.3 |
 LJ0449| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 9.6 KM 3383010.9 |
 LJ0449| LJ0464 MC COOK REA RADIO MAST              APPROX. 9.6 KM 3423824.7 |
 LJ0449| LJ0462 MC COOK RAD STA KBRL MAST           APPROX. 8.6 KM 3433053.5 |
 LJ0449| LJ0450 MC COOK CBQ RR CONC STK             APPROX. 7.0 KM 3544049.8 |
 LJ0449| LJ0453 MC COOK MUNICIPAL TANK              APPROX. 8.4 KM 3590312.9 |
 LJ0449|---------------------------------------------------------------------|
 LJ0449
 LJ0449                          SUPERSEDED SURVEY CONTROL
 LJ0449
 LJ0449  NAD 83(1986)-  40 07 54.91766(N)    100 37 03.06505(W) AD(       ) 1
 LJ0449  NAD 27      -  40 07 54.90845(N)    100 37 01.51932(W) AD(       ) 1
 LJ0449
 LJ0449.Superseded values are not recommended for survey control.
 LJ0449
 LJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0449.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0449
 LJ0449_MARKER: DS = TRIANGULATION STATION DISK
 LJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0449_STAMPING: HUNT 1935
 LJ0449_MARK LOGO: CGS
 LJ0449_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0449+STABILITY: SURFACE MOTION
 LJ0449
 LJ0449  HISTORY     - Date     Condition        Report By
 LJ0449  HISTORY     - 1935     MONUMENTED       CGS
 LJ0449  HISTORY     - 1951     GOOD             CGS
 LJ0449  HISTORY     - 1968     GOOD             CGS
 LJ0449  HISTORY     - 1970     MARK NOT FOUND   USGS
 LJ0449  HISTORY     - 1971     GOOD             NGS
 LJ0449
 LJ0449                          STATION DESCRIPTION
 LJ0449
 LJ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0449'THIS STATION IS LOCATED ABOUT 5 MILES SOUTH OF MC COOK, IN
 LJ0449'THE HOUSE YARD OF J.D. HUNT, IN SECTION 20, T. 2 N., R. 29 W.
 LJ0449'
 LJ0449'THE STATION MARK IS 12 INCHES UNDERGROUND.  IT IS 75 YARDS
 LJ0449'EAST OF THE CENTERLINE OF U.S. HIGHWAY 183 AND 88.5 FEET
 LJ0449'NORTHEAST OF A DOUBLE GRANARY, WHICH IS THE NORTH BUILDING
 LJ0449'OF A GROUP OF THREE.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE
 LJ0449'STATION AND PROJECTS 6 INCHES.  IT IS 30 FEET SOUTH-SOUTHEAST OF THE
 LJ0449'SOUTHEAST CORNER OF HUNTS BARN, AND 84 FEET WEST-NORTHWEST
 LJ0449'OF THE NORTHWEST CORNER OF HIS HOUSE.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 LJ0449'AND PROJECTS 6 INCHES.  IT IS 2-1/2 FEET NORTHEAST OF THE
 LJ0449'NORTHEAST CORNER OF A GRANARY.
 LJ0449'
 LJ0449'THE AZIMUTH MARK IS NORTH OF THE STATION AND
 LJ0449'PROJECTS 2 INCHES.  IT IS 3 FEET WEST OF THE RIGHT-OF-WAY
 LJ0449'FENCE ON THE WEST SIDE OF U.S. HIGHWAY 183.
 LJ0449'
 LJ0449'A 30-FOOT STAND WILL CLEAR ALL OF THE LINES FROM THIS STATION.
 LJ0449'
 LJ0449'THIS STATION IS REACHED FROM MC COOK, NEBRASKA, FROM THE
 LJ0449'CONCRETE HIGHWAY BRIDGE OVER THE REPUBLICAN RIVER ON U.S.
 LJ0449'HIGHWAY 183, ABOUT 1.0 MILE SOUTH OF MC COOK, BY GOING SOUTH
 LJ0449'ON HIGHWAY 183 FOR 4.2 MILES TO THE FARM BUILDINGS OF J.D.
 LJ0449'HUNT AND THE STATION ON THE WEST SIDE OF THE HIGHWAY.
 LJ0449
 LJ0449                          STATION RECOVERY (1951)
 LJ0449
 LJ0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0449'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0449'NO. 2 WERE RECOVERED.  THE AZIMUTH MARK COULD NOT BE FOUND
 LJ0449'AND IS BELIEVED DESTROYED BY CULTIVATION AND A NEW AZIMUTH
 LJ0449'MARK WAS ESTABLISHED.
 LJ0449'
 LJ0449'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0449'
 LJ0449'THE STATION IS LOCATED NEAR THE WEST EDGE OF A CULTIVATED
 LJ0449'FIELD ABOUT 5.0 MILES SOUTH OF MC COOK.  IT IS NOT ON THE
 LJ0449'HIGHEST POINT AS THERE IS MUCH HIGHER GROUND ABOUT 0.25 MILE
 LJ0449'TO THE NORTHWEST OF THE STATION.  THE CEMENT FOUNDATIONS OF
 LJ0449'SEVERAL BUILDINGS ARE TO BE FOUND TO THE SOUTH AND WEST
 LJ0449'OF THE STATION AND THE BARN MENTIONED IN THE 1935 DESCRIPTION
 LJ0449'STILL STANDS BUT IS IN VERY POOR CONDITION.  THE MARK IS ABOUT
 LJ0449'60 YARDS WEST OF A FENCE AND 87.0 FEET NORTH OF THE CENTER
 LJ0449'OF A FARM ROAD LEADING INTO THE OLD BUILDING SITE.  IT IS
 LJ0449'14.0 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 LJ0449'HUNT 1935.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 1 IS 30.0 FEET SOUTH-SOUTHEAST OF THE
 LJ0449'SOUTHEAST CORNER OF A BARN AND IS LOCATED AT THE WEST EDGE
 LJ0449'OF A CULTIVATED PLOT. IT PROJECTS 12 INCHES AND IS STAMPED
 LJ0449'HUNT NO 1 1935.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 2 IS 3.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 LJ0449'CORNER OF A CEMENT FOUNDATION AND IS IN A PATCH OF WEEDS
 LJ0449'AT OLD BUILDING SITE.  IT PROJECTS 8 INCHES AND IS STAMPED
 LJ0449'HUNT NO 2 1935.
 LJ0449'
 LJ0449'THE AZIMUTH MARK IS 37.0 FEET EAST OF THE CENTER OF U.S.
 LJ0449'HIGHWAY NO. 83 AND IS DIRECTLY UNDER A NORTH-SOUTH FENCE.
 LJ0449'IT PROJECTS 5 INCHES AND IS STAMPED HUNT 1935 RESET 1951.
 LJ0449'
 LJ0449'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH
 LJ0449'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT IN
 LJ0449'MC COOK, EAST ON U.S. HIGHWAYS NO. 6, 34 AND 83 FOR 0.4
 LJ0449'MILE TO WHERE U.S. HIGHWAY NO. 83 TURNS SOUTH.  HERE TURN
 LJ0449'RIGHT AND GO SOUTHERLY ON U.S. HIGHWAY NO. 83 FOR 4.35 MILE
 LJ0449'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 LJ0449'ON U.S. HIGHWAY NO. 83 FOR 0.25 MILE TO A FARM ROAD ON THE
 LJ0449'RIGHT LEADING INTO AN OLD BUILDING SITE, TURN RIGHT AND GO
 LJ0449'0.05 MILE TO THE WEST EDGE OF A CULTIVATED FIELD AND THE
 LJ0449'STATION ON THE RIGHT AS DESCRIBED.
 LJ0449
 LJ0449                          STATION RECOVERY (1968)
 LJ0449
 LJ0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0449'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 LJ0449'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LJ0449'WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS SET.
 LJ0449'
 LJ0449'A NEW DESCRIPTION FOLLOWS--
 LJ0449'
 LJ0449'STATION IS LOCATED IN A SHELTER BELT ABOUT 5 MILES SOUTH OF
 LJ0449'MC COOK.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LJ0449'POST AND STAMPED HUNT 1935.  IT IS 225 FEET WEST OF FENCELINE,
 LJ0449'109.5 FEET NORTHWEST OF A METAL WITNESS POST, 94.5 FEET NORTH
 LJ0449'OF THE WEST GATE POST OF EAST-WEST FENCE, 89 FEET NORTHEAST
 LJ0449'OF THE NORTHEAST CORNER OF AN OLD CONCRETE FOUNDATION WHICH
 LJ0449'IS NORTH OF EAST-WEST FENCE AND 14 FEET SOUTH OF THE NORTH
 LJ0449'LINE OF CEDAR TREES.  IT IS ABOUT 16 INCHES BELOW THE SURFACE
 LJ0449'OF THE GROUND.
 LJ0449'
 LJ0449'TO REACH FROM THE TRAFFIC LIGHT WHICH IS 1 BLOCK NORTH OF THE
 LJ0449'RAILROAD DEPOT IN MC COOK, GO EAST ON U.S. HIGHWAYS NO. 83,
 LJ0449'34 AND 6 FOR 0.4 MILE TO WHERE U.S. HIGHWAY NO. 83 TURNS
 LJ0449'SOUTH AT THE JUNCTION OF THESE HIGHWAYS.  TURN RIGHT AND
 LJ0449'GO SOUTH ON U.S. HIGHWAY NO. 83 FOR 4.35 MILES TO AZIMUTH
 LJ0449'MARK ON LEFT (EAST) SIDE OF HIGHWAY.  CONTINUE SOUTH FOR 0.3
 LJ0449'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ALONG
 LJ0449'THE SOUTH SIDE OF FENCE FOR 0.05 MILE TO WIRE GATE AND STATION
 LJ0449'ON RIGHT.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 LJ0449'SQUARE CONCRETE POST AND STAMPED HUNT NO 1 1933 IS 135 FEET
 LJ0449'SOUTHWEST OF THE WEST GATE POST AND 40 FEET SOUTHEAST OF THE
 LJ0449'SOUTHWEST CORNER OF AN OLD FOUNDATION AT THE WEST SIDE OF THE
 LJ0449'HILL.  THE MARK PROJECTS 8 INCHES.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 LJ0449'ROUND CONCRETE POST AND STAMPED HUNT 1935 NO 3 1968 IS 32 FEET
 LJ0449'EAST OF THE EAST GATE POST, 2 FEET WEST OF A METAL WITNESS
 LJ0449'POST AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 LJ0449'
 LJ0449'AZIMUTH MARK A STANDARD DISK SET IN A SQUARE CONCRETE POST AND
 LJ0449'STAMPED HUNT 1935 RESET 1951 IS 37 FEET EAST OF THE CENTERLINE OF
 LJ0449'U.S. HIGHWAY NO. 83, 10 FEET WEST OF FENCE AND 1.5 FEET SOUTH
 LJ0449'OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 LJ0449'
 LJ0449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LJ0449'SOUTH OF MC COOK.
 LJ0449
 LJ0449                          STATION RECOVERY (1970)
 LJ0449
 LJ0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JKP)
 LJ0449'SEARCHED FOR BUT NOT FOUND.
 LJ0449
 LJ0449                          STATION RECOVERY (1971)
 LJ0449
 LJ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0449'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 LJ0449'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1968
 LJ0449'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  STATION
 LJ0449'REPORTED NOT FOUND BY THE U.S. GEOLOGICAL SURVEY IN 1970.
 LJ0449'
 LJ0449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LJ0449'SOUTH OF MC COOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1853 ***********************************************************************
 MK1853  DESIGNATION -  HUNT
 MK1853  PID         -  MK1853
 MK1853  STATE/COUNTY-  NE/STANTON
 MK1853  COUNTRY     -  US
 MK1853  USGS QUAD   -  MADISON SE (2017)
 MK1853
 MK1853                         *CURRENT SURVEY CONTROL
 MK1853  ______________________________________________________________________
 MK1853* NAD 83(1995) POSITION- 41 48 48.18884(N) 097 16 20.44916(W)   ADJUSTED
 MK1853* NAVD 88 ORTHO HEIGHT -   538.    (meters)     1765.    (feet) SCALED
 MK1853  ______________________________________________________________________
 MK1853  GEOID HEIGHT    -        -24.697 (meters)                     GEOID18
 MK1853  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 MK1853  HORZ ORDER      -  FIRST
 MK1853
 MK1853.The horizontal coordinates were established by classical geodetic methods
 MK1853.and adjusted by the National Geodetic Survey in August 1997.
 MK1853
 MK1853.The orthometric height was scaled from a topographic map.
 MK1853
 MK1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1853.GEOID18 height accuracy estimate available here.
 MK1853
 MK1853.Click photographs - Photos may exist for this station.
 MK1853
 MK1853.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1853
 MK1853. The following values were computed from the NAD 83(1995) position.
 MK1853
 MK1853;                    North         East     Units Scale Factor Converg.
 MK1853;SPC NE       -   223,410.783   726,535.503   MT  0.99967296   +1 48 27.4
 MK1853;SPC NE       -   732,973.54  2,383,641.90   sFT  0.99967296   +1 48 27.4
 MK1853;UTM  14      - 4,630,499.648   643,499.853   MT  0.99985340   +1 09 07.3
 MK1853
 MK1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1853!SPC NE       -   0.99991947  x   0.99967296  =   0.99959246
 MK1853!UTM  14      -   0.99991947  x   0.99985340  =   0.99977288
 MK1853
 MK1853:                Primary Azimuth Mark                     Grid Az
 MK1853:SPC NE       -  HOBZA                                    192 35 21.1
 MK1853:UTM  14      -  HOBZA                                    193 14 41.2
 MK1853
 MK1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4349930499(NAD 83)
 MK1853
 MK1853|---------------------------------------------------------------------|
 MK1853| PID    Reference Object                     Distance      Geod. Az  |
 MK1853|                                                           dddmmss.s |
 MK1853| MK1835 STANTON STANDPIPE                   APPROX.16.0 KM 0135807.8 |
 MK1853| DR3752 HUNT RM 1                            24.534 METERS 17140     |
 MK1853| MK1845 HOBZA                               APPROX. 9.7 KM 1942348.5 |
 MK1853| DR3751 HUNT AZ MK                                         1971814.6 |
 MK1853| MK1844 CRESTON TANK                        APPROX.14.0 KM 2111503.2 |
 MK1853| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.24.5 KM 2193815.2 |
 MK1853| MK1850 HUMPHREY TANK                       APPROX.22.7 KM 2324039.2 |
 MK1853| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.22.5 KM 2324230.3 |
 MK1853| DR3753 HUNT RM 2                            42.197 METERS 27027     |
 MK1853| MK1855 MADISON STANDPIPE                   APPROX.15.4 KM 2740205.2 |
 MK1853|---------------------------------------------------------------------|
 MK1853
 MK1853                          SUPERSEDED SURVEY CONTROL
 MK1853
 MK1853  NAD 83(1986)-  41 48 48.19719(N)    097 16 20.45312(W) AD(       ) 1
 MK1853  NAD 27      -  41 48 48.16400(N)    097 16 19.30100(W) AD(       ) 1
 MK1853
 MK1853.Superseded values are not recommended for survey control.
 MK1853
 MK1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1853.See file dsdata.pdf to determine how the superseded data were derived.
 MK1853
 MK1853_MARKER: DS = TRIANGULATION STATION DISK
 MK1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1853_STAMPING: HUNT 1935
 MK1853_MARK LOGO: CGS
 MK1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1853+STABILITY: SURFACE MOTION
 MK1853
 MK1853  HISTORY     - Date     Condition        Report By
 MK1853  HISTORY     - 1935     MONUMENTED       CGS
 MK1853  HISTORY     - 1961     GOOD             USGS
 MK1853
 MK1853                          STATION DESCRIPTION
 MK1853
 MK1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1853'STATION IS ABOUT 9 MILES SOUTH OF STANTON, 9-1/2 MILES EAST OF
 MK1853'MADISON, AND 8-1/2 MILES NORTH-NORTHEAST OF CRESTON, IN THE
 MK1853'NORTHEAST QUARTER SEC. 11, T. 21 N., R 1 E., ON TOP OF A LONG
 MK1853'FLAT RIDGE IN THE BARNYARD OF MR. HUNT.
 MK1853'
 MK1853'TO REACH FROM THE POST OFFICE IN STANTON, GO SOUTH AND
 MK1853'SOUTHWEST ON ROUTE 8 FOR 2.2 MILES, THENCE LEFT (SOUTH) AT
 MK1853'SIGN LOE LAKE FOR 2.0 MILES, THENCE RIGHT (WEST) 0.55 MILE,
 MK1853'THENCE LEFT (SOUTH) AT SCHOOLHOUSE AND GO 7.35 MILES,
 MK1853'THENCE RIGHT (WEST) THROUGH GATE AT MR. HUNTS WHITE HOUSE.
 MK1853'GO PAST HOUSE AND TURN RIGHT (NORTH) ALONG FENCE LINE ABOUT
 MK1853'400 FEET TO STATION.  MARK IS 3 FEET SOUTH OF EAST-WEST
 MK1853'FENCE LINE, 13 FEET WEST OF NORTH-SOUTH FENCE LINE, AND 24.5
 MK1853'FEET NORHEAST OF NORTHEAST CORNER OF CHICKEN COOP.
 MK1853'
 MK1853'REFERENCE MARK NO. 1 IS 2 FEET WEST OF NORTH-SOUTH FENCE LINE,
 MK1853'ABOUT 75 FEET WEST AND 20 FEET NORTH OF NORTHWEST CORNER OF
 MK1853'HOUSE, AND PROJECTS 6 INCHES.
 MK1853'
 MK1853'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF EAST-WEST FENCE LINE,
 MK1853'70 FEET NORTHEAST BY EAST OF NORTHEAST CORNER OF GRANARY, AND
 MK1853'PROJECTING 6 INCHES.
 MK1853'
 MK1853'AZIMUTH MARK IS REACHED FROM GATE IN FRONT OF HOUSE BY
 MK1853'GOING SOUTH 0.9 MILE, THENCE WEST FOR 0.25 MILE, THENCE RIGHT
 MK1853'(NORTH) FOR 0.15 MILE TO MARK ON RIGHT (EAST).  MARK IS 1
 MK1853'FOOT WEST OF NORTH-SOUTH FENCE LINE, 130 FEET NORTH OF EAST-WEST
 MK1853'FENCE LINE, AND PROJECTS 2 INCHES.
 MK1853'
 MK1853'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1853
 MK1853                          STATION RECOVERY (1961)
 MK1853
 MK1853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1853'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 MK1853'
 MK1853'AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0769 ***********************************************************************
 NN0769  DESIGNATION -  HUNT
 NN0769  PID         -  NN0769
 NN0769  STATE/COUNTY-  NE/BROWN
 NN0769  COUNTRY     -  US
 NN0769  USGS QUAD   -  GOLDMAN LAKE SE (2017)
 NN0769
 NN0769                         *CURRENT SURVEY CONTROL
 NN0769  ______________________________________________________________________
 NN0769* NAD 83(1995) POSITION- 42 05 30.30021(N) 099 51 38.56035(W)   ADJUSTED
 NN0769* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 NN0769  ______________________________________________________________________
 NN0769  GEOID HEIGHT    -        -22.466 (meters)                     GEOID18
 NN0769  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 NN0769  HORZ ORDER      -  FIRST
 NN0769
 NN0769.The horizontal coordinates were established by classical geodetic methods
 NN0769.and adjusted by the National Geodetic Survey in August 1997.
 NN0769
 NN0769.The orthometric height was scaled from a topographic map.
 NN0769
 NN0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0769.GEOID18 height accuracy estimate available here.
 NN0769
 NN0769.Click photographs - Photos may exist for this station.
 NN0769
 NN0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0769
 NN0769. The following values were computed from the NAD 83(1995) position.
 NN0769
 NN0769;                    North         East     Units Scale Factor Converg.
 NN0769;SPC NE       -   250,755.306   511,520.253   MT  0.99971082   +0 05 32.3
 NN0769;SPC NE       -   822,686.37  1,678,212.70   sFT  0.99971082   +0 05 32.3
 NN0769;UTM  14      - 4,660,321.605   428,820.157   MT  0.99966234   -0 34 37.1
 NN0769
 NN0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0769!SPC NE       -   0.99987441  x   0.99971082  =   0.99958527
 NN0769!UTM  14      -   0.99987441  x   0.99966234  =   0.99953680
 NN0769
 NN0769:                Primary Azimuth Mark                     Grid Az
 NN0769:SPC NE       -  HUNT AZ MK                               185 23 22.6
 NN0769:UTM  14      -  HUNT AZ MK                               186 03 32.0
 NN0769
 NN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2882060321(NAD 83)
 NN0769
 NN0769|---------------------------------------------------------------------|
 NN0769| PID    Reference Object                     Distance      Geod. Az  |
 NN0769|                                                           dddmmss.s |
 NN0769| CO3743 HUNT RM 1                            20.296 METERS 10112     |
 NN0769| CO3744 HUNT RM 2                            33.128 METERS 16730     |
 NN0769| CO3742 HUNT AZ MK                                         1852854.9 |
 NN0769|---------------------------------------------------------------------|
 NN0769
 NN0769                          SUPERSEDED SURVEY CONTROL
 NN0769
 NN0769  NAD 83(1986)-  42 05 30.30552(N)    099 51 38.56984(W) AD(       ) 1
 NN0769  NAD 27      -  42 05 30.30400(N)    099 51 37.10900(W) AD(       ) 1
 NN0769
 NN0769.Superseded values are not recommended for survey control.
 NN0769
 NN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0769.See file dsdata.pdf to determine how the superseded data were derived.
 NN0769
 NN0769_MARKER: DS = TRIANGULATION STATION DISK
 NN0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0769_STAMPING: HUNT 1934
 NN0769_MARK LOGO: CGS
 NN0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0769+STABILITY: SURFACE MOTION
 NN0769
 NN0769  HISTORY     - Date     Condition        Report By
 NN0769  HISTORY     - 1934     MONUMENTED       CGS
 NN0769  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NN0769
 NN0769                          STATION DESCRIPTION
 NN0769
 NN0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0769'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 34, T. 25 N., R.
 NN0769'22 W., ABOUT 1/4 MILE WEST OF THE EAST LINE AND 0.15 MILE
 NN0769'SOUTH OF THE NORTH LINE OF THE QUARTER, ABOUT 11 MILES NORTH OF
 NN0769'BREWSTER AND 1.0 MILE NORTH OF THE HOME OF WILLIAM SHIPPOREIT,
 NN0769'ON THE SUMMIT OF A PROMINENT HILL, IN PASTURE LAND, (TRUCK
 NN0769'TRAVEL ENDS 1/4 MILE BEFORE REACHING MARK).  THERE IS A LARGE
 NN0769'DEPRESSION IN THE WEST SIDE OF THE HILL.
 NN0769'
 NN0769'STATION IS REACHED FROM BREWSTER BY GOING NORTH ON THE MAIN STREET
 NN0769'FROM THE COURTHOUSE FOR 0.25 MILE, TURN RIGHT AND GO 0.2 MILE
 NN0769'EAST, TURN LEFT ACROSS NORTH LOUP BRIDGE AND GO 0.7 MILE TO
 NN0769'T-ROAD JUNCTION, TURN RIGHT (EAST) AND FOLLOW MEANDERING ROAD
 NN0769'FOR 9.0 MILES (NORTHERLY) TO SECTION CORNER WHERE THE MAIN
 NN0769'BREWSTER-AINSWORTH ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD
 NN0769'FOR 0.5 MILE TO LARGE TWO-STORY CONCRETE BLOCK HOUSE, HOME
 NN0769'OF W. SHIPPOREIT.  FROM FRONT OF HOUSE GO WEST ON FARM ROAD,
 NN0769'JUST SOUTH OF THE BARN, FOR 0.15 MILE TO FENCE CORNER.  GO
 NN0769'THROUGH WIRE GATE AND FOLLOW DIM TRAIL NORTH FOR 0.5 MILE,
 NN0769'LEAVE TRAIL AND TURN RIGHT AND GO UP THE FIRST LARGE DRAW
 NN0769'TO THE EAST FOR 0.3 MILE.  STATION IS THEN 0.25 MILE
 NN0769'NORTH.  THE MARK PROJECTS 4 INCHES.
 NN0769'
 NN0769'AZIMUTH MARK IS 1.0 MILE SOUTH OF STATION JUST WEST OF THE
 NN0769'CONCRETE BLOCK HOUSE.  MARK IS 38 FEET WEST OF WINDMILL AND IN
 NN0769'FENCE WHICH IS 15 FEET NORTH OF WINDMILL AND PROJECTS 6
 NN0769'INCHES ABOVE GROUND.
 NN0769'
 NN0769'REFERENCE MARK NO. 1 IS 66.58 FEET EAST OF STATION, ON NORTH
 NN0769'EDGE OF RIDGE AROUND A DEPRESSION IN EASTERN END OF HILL, AND
 NN0769'PROJECTS 4 INCHES ABOVE GROUND.
 NN0769'
 NN0769'REFERENCE MARK NO. 2 IS 108.68 FEET SOUTH-SOUTHEAST OF STATION
 NN0769'ON SOUTH SIDE OF DEPRESSION IN EASTERN END OF HILL, AND PROJECTS
 NN0769'4 INCHES ABOVE GROUND.
 NN0769'
 NN0769'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0769'AS DESCRIBED.
 NN0769'
 NN0769'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NN0769
 NN0769                          STATION RECOVERY (1949)
 NN0769
 NN0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0769'AT THIS STATION THE SURFACE MARK, UNDERGROUND MARK AND REFERENCE
 NN0769'MARK NO. 2 HAVE BEEN DESTROYED DUE TO A LARGE SAND BLOW OUT.
 NN0769'
 NN0769'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 NN0769'AND ARE IN GOOD CONDITION.
 NN0769'
 NN0769'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE THE
 NN0769'GROUND AND IS STAMPED HUNT NO 1 1934.
 NN0769'
 NN0769'THE AZIMUTH MARK IS SET FLUSH WITH THE TOP OF THE GROUND
 NN0769'AND IS STAMPED HUNT AZI 1934.
 NN0769'
 NN0769'THE REFERENCE MARK NO. 1 AND THE AZIMUTH MARK FOR THE ORIGINAL
 NN0769'STATION HUNT 1934 WERE TIED INTO THE NEWLY ESTABLISHED STATION
 NN0769'HUNT 2 1949.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1046 ***********************************************************************
 LG1046  DESIGNATION -  HUNT
 LG1046  PID         -  LG1046
 LG1046  STATE/COUNTY-  NE/GAGE
 LG1046  COUNTRY     -  US
 LG1046  USGS QUAD   -  BEATRICE EAST (2017)
 LG1046
 LG1046                         *CURRENT SURVEY CONTROL
 LG1046  ______________________________________________________________________
 LG1046* NAD 83(1995) POSITION- 40 15 45.80354(N) 096 39 22.60084(W)   ADJUSTED
 LG1046* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 LG1046  ______________________________________________________________________
 LG1046  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 LG1046  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 LG1046  HORZ ORDER      -  SECOND
 LG1046
 LG1046.The horizontal coordinates were established by classical geodetic methods
 LG1046.and adjusted by the National Geodetic Survey in August 1997.
 LG1046
 LG1046.The orthometric height was scaled from a topographic map.
 LG1046
 LG1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1046.GEOID18 height accuracy estimate available here.
 LG1046
 LG1046.Click photographs - Photos may exist for this station.
 LG1046
 LG1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1046
 LG1046. The following values were computed from the NAD 83(1995) position.
 LG1046
 LG1046;                    North         East     Units Scale Factor Converg.
 LG1046;SPC NE       -    53,175.534   784,334.280   MT  0.99989156   +2 12 57.1
 LG1046;SPC NE       -   174,460.06  2,573,270.05   sFT  0.99989156   +2 12 57.1
 LG1046;UTM  14      - 4,459,552.841   699,299.843   MT  1.00008898   +1 30 54.8
 LG1046
 LG1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1046!SPC NE       -   0.99993978  x   0.99989156  =   0.99983134
 LG1046!UTM  14      -   0.99993978  x   1.00008898  =   1.00002875
 LG1046
 LG1046:                Primary Azimuth Mark                     Grid Az
 LG1046:SPC NE       -  HUNT AZ MK                               266 21 56.7
 LG1046:UTM  14      -  HUNT AZ MK                               267 03 59.0
 LG1046
 LG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9929959552(NAD 83)
 LG1046
 LG1046|---------------------------------------------------------------------|
 LG1046| PID    Reference Object                     Distance      Geod. Az  |
 LG1046|                                                           dddmmss.s |
 LG1046| CL7133 HUNT RM 1                            23.954 METERS 08140     |
 LG1046| CL7134 HUNT RM 2                            21.650 METERS 16051     |
 LG1046| CL7135 HUNT RM 3                            21.854 METERS 16055     |
 LG1046| LG1053 HUNT AZ MK                          APPROX. 0.7 KM 2683453.8 |
 LG1046| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 7.7 KM 2752207.4 |
 LG1046| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX. 7.7 KM 2770036.0 |
 LG1046| LG1048 BEATRICE STATE HOME STANDPIPE       APPROX. 4.7 KM 2864341.2 |
 LG1046| LG1047 BEATRICE ST HOME PWR PLT STACK      APPROX. 4.6 KM 2882252.0 |
 LG1046|---------------------------------------------------------------------|
 LG1046
 LG1046                          SUPERSEDED SURVEY CONTROL
 LG1046
 LG1046  NAD 83(1986)-  40 15 45.81237(N)    096 39 22.59649(W) AD(       ) 2
 LG1046  NAD 27      -  40 15 45.81200(N)    096 39 21.50800(W) AD(       ) 2
 LG1046
 LG1046.Superseded values are not recommended for survey control.
 LG1046
 LG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1046.See file dsdata.pdf to determine how the superseded data were derived.
 LG1046
 LG1046_MARKER: DS = TRIANGULATION STATION DISK
 LG1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1046_STAMPING: HUNT 1947
 LG1046_MARK LOGO: CGS
 LG1046_PROJECTION: FLUSH
 LG1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1046+STABILITY: SURFACE MOTION
 LG1046
 LG1046  HISTORY     - Date     Condition        Report By
 LG1046  HISTORY     - 1947     MONUMENTED       CGS
 LG1046  HISTORY     - 1969     GOOD             CGS
 LG1046  HISTORY     - 1975     GOOD             USACE
 LG1046  HISTORY     - 1976     GOOD             NGS
 LG1046
 LG1046                          STATION DESCRIPTION
 LG1046
 LG1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1046'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BEATRICE, 44 FEET
 LG1046'EAST-SOUTHEAST OF TELEPHONE POLE NO. 8 AND 29 FEET NORTH OF THE
 LG1046'CENTER OF STATE HIGHWAYS NO. 3 AND NO. 4.  IT IS SET FLUSH
 LG1046'WITH THE GROUND AND IS STAMPED HUNT 1947.
 LG1046'
 LG1046'REFERENCE MARK NO. 1 IS ABOUT 3 FEET ABOVE THE ELEVATION OF THE
 LG1046'STATION.  IT IS 40.5 FEET NORTH OF THE CENTER OF STATE HIGHWAYS
 LG1046'NO. 3 AND NO. 4 AND 1.5 FEET WEST OF TELEPHONE POLE NO. 9.
 LG1046'IT PROJECTS ABOUT 8 INCHES AND IS STAMPED HUNT NO 1 1947.
 LG1046'
 LG1046'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF THE CENTER OF STATE
 LG1046'HIGHWAYS NO. 3 AND NO. 4 AND 2.5 FEET WEST OF A POWER LINE POLE.
 LG1046'IT PROJECTS 6 INCHES AND IS STAMPED HUNT NO 2 1947.
 LG1046'
 LG1046'AZIMUTH MARK IS 39.6 FEET SOUTH OF THE CENTER OF STATE HIGHWAYS
 LG1046'NO. 3 AND NO. 4, 1.6 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH
 LG1046'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED
 LG1046'HUNT 1947.
 LG1046'
 LG1046'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1046'OF U.S. HIGHWAY NO. 77 AND STATE HIGHWAYS NO. 3 AND 4 IN BEATRICE,
 LG1046'GO EAST ON STATE HIGHWAYS NO. 3 AND 4 FOR 4.95 MILES TO THE
 LG1046'STATION ON THE LEFT AS DESCRIBED.
 LG1046'
 LG1046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1046'HIGHWAYS NO. 3 AND 4 FOR 0.4 MILE TO A FARM HOME ON THE RIGHT
 LG1046'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 50 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT BEATRICE IS VISIBLE AT 64 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT AIR IS VISIBLE AT 15 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 37 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 15 FEET.
 LG1046'
 LG1046'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1046
 LG1046                          STATION RECOVERY (1969)
 LG1046
 LG1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1046'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1046'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 LG1046'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY EXCEPT
 LG1046'THE STATION IS ALONG STATE HIGHWAY 4 INSTEAD OF STATE HIGHWAY 3.
 LG1046'
 LG1046'A METAL WITNESS POST WAS SET 11.5 FEET NORTH OF THE STATION IN AN
 LG1046'EAST-WEST FENCELINE.
 LG1046'
 LG1046'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LG1046'
 LG1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1046'HIGHWAY 4 IN BEATRICE, GO EAST ON STATE HIGHWAY 4 FOR 5.0 MILES TO
 LG1046'THE STATION ON THE LEFT.
 LG1046'
 LG1046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES EAST
 LG1046'OF BEATRICE.
 LG1046
 LG1046                          STATION RECOVERY (1975)
 LG1046
 LG1046'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1975 (MCB)
 LG1046'HUNT RECOVERED GOOD.
 LG1046'
 LG1046'ANGLE BETWEEN AZIMUTH MARK AND ST JOSEPH CATHOLIC CHURCH CROSS AND
 LG1046'ANGLE BETWEEN AZ MARK AND GAGE CO. COURTHOUSE DOME DO NOT FIT
 LG1046'PUBLISHED AZIMUTHS.  ANGLE BETWEEN CHURCH CROSS AND COURTHOUSE DOME
 LG1046'CHECKS WITHIN 2 SECONDS.
 LG1046'
 LG1046'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF BEATRICE,
 LG1046'NEB.
 LG1046
 LG1046                          STATION RECOVERY (1976)
 LG1046
 LG1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1046'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 LG1046'THE CONCRETE MONUMENT FOR REFERENCE MARK 2 WAS FOUND WITH THE TOP
 LG1046'BROKEN OFF.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION, SOLID IN
 LG1046'THE GROUND, BUT APPEARS TO BE LEANING SLIGHTLY TO THE NORTH.  THE
 LG1046'ANGLE BETWEEN THE AZIMUTH MARK AND THE CHURCH SPIRE AND THE ANGLE
 LG1046'BETWEEN THE AZIMUTH MARK AND THE COURTHOUSE DOME MISS THE
 LG1046'PREVIOUS ANGLE ABOUT 30 SECONDS SMALLER AND PROVES THAT THE
 LG1046'AZIMUTH MARK IS SLIGHTLY LEANING TO THE NORTH AS THE ANGLE
 LG1046'BETWEEN THE CHURCH SPIRE AND COURTHOUSE DOME CHECK THE PREVIOUS
 LG1046'ANGLE.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE PREVIOUS
 LG1046'DISTANCE.  THE ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 LG1046'1 MISS THE PREVIOUS ANGLE 1 DEGREE, 50 MINUTES AND 23 SECONDS
 LG1046'SMALLER ALSO.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 LG1046'
 LG1046'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1046'
 LG1046'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF BEATRICE, ON THE NORTH
 LG1046'RIGHT-OF-WAY OF US HIGHWAY 136 AND STATE HIGHWAY 4.
 LG1046'
 LG1046'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND 136 AND
 LG1046'STATE HIGHWAY 4 IN BEATRICE, GO EAST ON HIGHWAYS 136 AND 4 FOR 4.4
 LG1046'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 LG1046'HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT IN THE ROAD DITCH.
 LG1046'
 LG1046'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HUNT 1947, SET
 LG1046'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LG1046'THE GROUND SURFACE.  IT IS 80 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 LG1046'NO. 9, 39 FEET EASTSOUTHEAST OF TELEPHONE POLE NO. 8, 29 FEET
 LG1046'NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTH OF A METAL
 LG1046'WITNESS POST.  NOTE--A 3/4 INCH RE-BAR 3 FEET IN LENGTH WAS
 LG1046'DRIVEN INTO THE GROUND BESIDE THE STATION MARK.  THE UNDERGROUND
 LG1046'MARK WAS NOT INSPECTED.
 LG1046'
 LG1046'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUNT NO 1 1947, SET IN
 LG1046'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ON
 LG1046'ITS SOUTH SIDE AND FLUSH ON ITS NORTH SIDE.  IT IS 40.5 FEET NORTH
 LG1046'OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST OF TELEPHONE POLE
 LG1046'NO. 9.
 LG1046'
 LG1046'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUNT 1947 NO 3 1976,
 LG1046'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL REFERENCE MARK 2
 LG1046'CONCRETE MONUMENT.  IT IS 38 FEET SOUTH OF THE CENTER OF THE
 LG1046'HIGHWAY AND 2 FEET WEST-SOUTHWEST OF A POWER POLE AND THE MARK IS
 LG1046'FLUSH WITH THE GROUND SURFACE.
 LG1046'
 LG1046'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUNT 1947, SET IN THE
 LG1046'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 LG1046'THE GROUND SURFACE.  IT IS 39.5 FEET SOUTH OF THE CENTER OF THE
 LG1046'HIGHWAY, 7 FEET EAST-SOUTHEAST OF A POWER POLE, 1.5 FEET EAST OF A
 LG1046'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 LG1046'
 LG1046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 LG1046'EAST OF BEATRICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0770 ***********************************************************************
 NN0770  DESIGNATION -  HUNT 2
 NN0770  PID         -  NN0770
 NN0770  STATE/COUNTY-  NE/BROWN
 NN0770  COUNTRY     -  US
 NN0770  USGS QUAD   -  GOLDMAN LAKE SE (2017)
 NN0770
 NN0770                         *CURRENT SURVEY CONTROL
 NN0770  ______________________________________________________________________
 NN0770* NAD 83(1995) POSITION- 42 05 30.31133(N) 099 51 38.38371(W)   ADJUSTED
 NN0770* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 NN0770  ______________________________________________________________________
 NN0770  GEOID HEIGHT    -        -22.466 (meters)                     GEOID18
 NN0770  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 NN0770  HORZ ORDER      -  FIRST
 NN0770
 NN0770.The horizontal coordinates were established by classical geodetic methods
 NN0770.and adjusted by the National Geodetic Survey in August 1997.
 NN0770
 NN0770.The orthometric height was scaled from a topographic map.
 NN0770
 NN0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0770.GEOID18 height accuracy estimate available here.
 NN0770
 NN0770.Click photographs - Photos may exist for this station.
 NN0770
 NN0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0770
 NN0770. The following values were computed from the NAD 83(1995) position.
 NN0770
 NN0770;                    North         East     Units Scale Factor Converg.
 NN0770;SPC NE       -   250,755.656   511,524.310   MT  0.99971082   +0 05 32.4
 NN0770;SPC NE       -   822,687.51  1,678,226.01   sFT  0.99971082   +0 05 32.4
 NN0770;UTM  14      - 4,660,321.907   428,824.219   MT  0.99966233   -0 34 37.0
 NN0770
 NN0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0770!SPC NE       -   0.99987441  x   0.99971082  =   0.99958527
 NN0770!UTM  14      -   0.99987441  x   0.99966233  =   0.99953679
 NN0770
 NN0770:                Primary Azimuth Mark                     Grid Az
 NN0770:SPC NE       -  HUNT AZ MK                               185 33 43.0
 NN0770:UTM  14      -  HUNT AZ MK                               186 13 52.4
 NN0770
 NN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2882460321(NAD 83)
 NN0770
 NN0770|---------------------------------------------------------------------|
 NN0770| PID    Reference Object                     Distance      Geod. Az  |
 NN0770|                                                           dddmmss.s |
 NN0770| CO3743 HUNT RM 1                            16.349 METERS 10538     |
 NN0770| CO3742 HUNT AZ MK                                         1853915.4 |
 NN0770| CO3747 HUNT 2 RM 3                          13.991 METERS 20652     |
 NN0770|---------------------------------------------------------------------|
 NN0770
 NN0770                          SUPERSEDED SURVEY CONTROL
 NN0770
 NN0770  NAD 83(1986)-  42 05 30.31619(N)    099 51 38.39481(W) AD(       ) 1
 NN0770  NAD 27      -  42 05 30.30800(N)    099 51 36.94000(W) AD(       ) 1
 NN0770
 NN0770.Superseded values are not recommended for survey control.
 NN0770
 NN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0770.See file dsdata.pdf to determine how the superseded data were derived.
 NN0770
 NN0770_MARKER: DS = TRIANGULATION STATION DISK
 NN0770_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0770_STAMPING: HUNT 2 1949
 NN0770_MARK LOGO: CGS
 NN0770_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0770
 NN0770  HISTORY     - Date     Condition        Report By
 NN0770  HISTORY     - 1949     MONUMENTED       CGS
 NN0770  HISTORY     - 1974     GOOD             USGS
 NN0770
 NN0770                          STATION DESCRIPTION
 NN0770
 NN0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0770'THE STATION IS LOCATED ABOUT 33.0 MILES SOUTH OF AINSWORTH
 NN0770'AND ABOUT 11.0 MILES NORTH OF BREWSTER ON THE SUMMIT OF A
 NN0770'PROMINENT SAND HILL.  IT IS 10.2 FEET NORTHWEST OF A WITNESS POST
 NN0770'AND JUST NORTH OF A LARGE SAND BLOWOUT.  IT IS A STANDARD
 NN0770'U.S.C. AND G.S. STATION MARK DISK WELDED TO THE TOP OF A 3 INCH
 NN0770'CAST IRON PIPE PROJECTING 4 INCHES ABOVE THE TOP OF THE GROUND
 NN0770'AND IS STAMPED HUNT 2 1949.
 NN0770'
 NN0770'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0770'7.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0770'2 INCHES AND IS STAMPED HUNT NO 1 1934.
 NN0770'
 NN0770'REFERENCE MARK NO. 3 IS ON A SMALL RIDGE BETWEEN TWO SAND BLOWOUTS
 NN0770'ON THE SOUTH SLOPE OF THE HILL.  IT IS ABOUT 4.0 FEET BELOW THE
 NN0770'ELEVATION OF THE STATION AND IS A STANDARD U.S.C. AND G.S.
 NN0770'REFERENCE MARK DISK WELDED TO THE TOP OF A 3 INCH CAST IRON
 NN0770'PIPE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS STAMPED HUNT
 NN0770'2 NO 3 1949.
 NN0770'
 NN0770'THE AZIMUTH MARK IS LOCATED IN A RANCH YARD 19.0 FEET EAST OF THE
 NN0770'SOUTHEAST CORNER OF A BARN, 20.0 FEET WEST OF THE CENTER OF A
 NN0770'BOARD GATE, 39.0 FEET EAST OF TWO LOCUST TREES, AND 45.3 FEET
 NN0770'WEST-NORTHWEST OF THE CENTER OF A GATE IN THE RANCH HOUSE YARD
 NN0770'FENCE.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 NN0770'STAMPED HUNT AZI 1934.
 NN0770'
 NN0770'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0770'GO SOUTH ON STATE ROUTE NO. 7 FOR 33.55 MILES TO A WIRE GATE
 NN0770'ON THE RIGHT AND ANOTHER WIRE GATE ON THE LEFT OF HIGHWAY,
 NN0770'PASS THROUGH THE WIRE GATE ON THE LEFT AND GO EAST-NORTHEAST
 NN0770'ACROSS A PASTURE FOR ABOUT 0.45 OF A MILE TO THE FOOT OF A LARGE
 NN0770'SAND HILL AND THE STATION ON HIGHEST POINT AS DESCRIBED.
 NN0770'
 NN0770'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST
 NN0770'ACROSS A PASTURE FOR ABOUT 0.45 OF A MILE TO A WIRE GATE IN
 NN0770'NORTH-SOUTH FENCE, PASS THROUGH WIRE GATE AND GO SOUTH ON
 NN0770'STATE ROUTE NO. 7 FOR 0.65 OF A MILE TO DRIVEWAY ON THE LEFT
 NN0770'INTO RANCH YARD, TURN LEFT ON DRIVEWAY AND GO EAST TO THE RANCH
 NN0770'BUILDINGS AND THE AZIMUTH MARK AS DESCRIBED.
 NN0770'
 NN0770'A 4 FOOT SIGNAL AT STATIONS KOSHOPAH, CALAMIS (USGS), ROUND,
 NN0770'AND CALAMUS 1934 ARE VISIBLE AT 4 FEET.
 NN0770'
 NN0770'A 74 FOOT SIGNAL AT STATIONS MIDVALE AND DUFF 1934 ARE VISIBLE
 NN0770'AT 4 FEET.
 NN0770'
 NN0770'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 37 FEET.
 NN0770'
 NN0770'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0770
 NN0770                          STATION RECOVERY (1974)
 NN0770
 NN0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NN0770'REF. MK 1 AND THE AZ. MK. WERE FOUND IN GOOD CONDITION.  THE STA.
 NN0770'MK. AND REF. MK. 3 WERE NOT FOUND AND APPEAR TO BE DESTROYED
 NN0770'BY SAND EROSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1053 ***********************************************************************
 LG1053  DESIGNATION -  HUNT AZ MK
 LG1053  PID         -  LG1053
 LG1053  STATE/COUNTY-  NE/GAGE
 LG1053  COUNTRY     -  US
 LG1053  USGS QUAD   -  BEATRICE EAST (2017)
 LG1053
 LG1053                         *CURRENT SURVEY CONTROL
 LG1053  ______________________________________________________________________
 LG1053* NAD 83(1995) POSITION- 40 15 45.26479(N) 096 39 50.95218(W)   NO CHECK
 LG1053* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 LG1053  ______________________________________________________________________
 LG1053  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 LG1053  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LG1053  HORZ ORDER      -  THIRD
 LG1053
 LG1053.The horizontal coordinates were established by classical geodetic methods
 LG1053.and adjusted by the National Geodetic Survey in August 1997.
 LG1053
 LG1053.No horizontal observational check was made to the station.
 LG1053
 LG1053.The orthometric height was scaled from a topographic map.
 LG1053
 LG1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1053.GEOID18 height accuracy estimate available here.
 LG1053
 LG1053.Click photographs - Photos may exist for this station.
 LG1053
 LG1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1053
 LG1053. The following values were computed from the NAD 83(1995) position.
 LG1053
 LG1053;                    North         East     Units Scale Factor Converg.
 LG1053;SPC NE       -    53,133.062   783,665.569   MT  0.99989161   +2 12 38.4
 LG1053;SPC NE       -   174,320.72  2,571,076.12   sFT  0.99989161   +2 12 38.4
 LG1053;UTM  14      - 4,459,518.541   698,630.532   MT  1.00008570   +1 30 36.5
 LG1053
 LG1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1053!SPC NE       -   0.99994087  x   0.99989161  =   0.99983249
 LG1053!UTM  14      -   0.99994087  x   1.00008570  =   1.00002657
 LG1053
 LG1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9863059518(NAD 83)
 LG1053
 LG1053                          SUPERSEDED SURVEY CONTROL
 LG1053
 LG1053  NAD 83(1986)-  40 15 45.27354(N)    096 39 50.94784(W) AD(       ) 3
 LG1053  NAD 27      -  40 15 45.27293(N)    096 39 49.85846(W) AD(       ) 3
 LG1053
 LG1053.Superseded values are not recommended for survey control.
 LG1053
 LG1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1053.See file dsdata.pdf to determine how the superseded data were derived.
 LG1053
 LG1053_MARKER: DZ = AZIMUTH MARK DISK
 LG1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1053_STAMPING: HUNT 1947
 LG1053_MARK LOGO: CGS
 LG1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1053+STABILITY: SURFACE MOTION
 LG1053
 LG1053  HISTORY     - Date     Condition        Report By
 LG1053  HISTORY     - 1947     MONUMENTED       CGS
 LG1053
 LG1053                          STATION DESCRIPTION
 LG1053
 LG1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1053'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF BLUE SPRINGS, 7.0
 LG1053'MI (11.3 KM) WEST-SOUTHWEST OF FILLEY AND 4.4 MI (7.1 KM) EAST OF
 LG1053'BEATRICE.
 LG1053'
 LG1053'IT IS SET IN THE TOP OF A 12 INCH (30 CM) SQUARE CONCRETE POST THAT
 LG1053'PROJECTS 6 INCHES (15 CM) ABOVE THE GROUND SURFACE, 39.5 FT (12.0 M)
 LG1053'SOUTH OF THE CENTER OF THE HIGHWAY, 7 FT (2.1 M) EAST-SOUTHEAST OF A
 LG1053'POWER POLE, 1.5 FT (0.5 M) EAST OF A METAL WITNESS POST AND 1 FT
 LG1053'(0.3 M) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0661 ***********************************************************************
 NP0661  DESIGNATION -  HUNTER
 NP0661  PID         -  NP0661
 NP0661  STATE/COUNTY-  NE/SHERIDAN
 NP0661  COUNTRY     -  US
 NP0661  USGS QUAD   -  BEAVER WALL (2017)
 NP0661
 NP0661                         *CURRENT SURVEY CONTROL
 NP0661  ______________________________________________________________________
 NP0661* NAD 83(1996) POSITION- 42 54 15.29556(N) 102 42 24.32298(W)   ADJUSTED
 NP0661* NAVD 88 ORTHO HEIGHT -  1209.    (meters)     3967.    (feet) SCALED
 NP0661  ______________________________________________________________________
 NP0661  GEOID HEIGHT    -        -17.940 (meters)                     GEOID18
 NP0661  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 NP0661  HORZ ORDER      -  FIRST
 NP0661
 NP0661.The horizontal coordinates were established by classical geodetic methods
 NP0661.and adjusted by the National Geodetic Survey in January 1998.
 NP0661
 NP0661.The orthometric height was scaled from a topographic map.
 NP0661
 NP0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0661.GEOID18 height accuracy estimate available here.
 NP0661
 NP0661.Click photographs - Photos may exist for this station.
 NP0661
 NP0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0661
 NP0661. The following values were computed from the NAD 83(1996) position.
 NP0661
 NP0661;                    North         East     Units Scale Factor Converg.
 NP0661;SPC NE       -   344,444.131   278,991.561   MT  0.99995748   -1 47 37.5
 NP0661;SPC NE       - 1,130,063.79    915,324.81   sFT  0.99995748   -1 47 37.5
 NP0661;SPC SD S     -    66,193.511   406,198.032   MT  0.99998396   -1 38 14.3
 NP0661;SPC SD S     -   217,169.88  1,332,668.04   sFT  0.99998396   -1 38 14.3
 NP0661;UTM  13      - 4,752,733.144   687,212.229   MT  1.00003119   +1 33 41.9
 NP0661
 NP0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0661!SPC NE       -   0.99981332  x   0.99995748  =   0.99977081
 NP0661!SPC SD S     -   0.99981332  x   0.99998396  =   0.99979728
 NP0661!UTM  13      -   0.99981332  x   1.00003119  =   0.99984450
 NP0661
 NP0661:                Primary Azimuth Mark                     Grid Az
 NP0661:SPC NE       -  HUNTER AZ MK                             165 48 58.6
 NP0661:SPC SD S     -  HUNTER AZ MK                             165 39 35.4
 NP0661:UTM  13      -  HUNTER AZ MK                             162 27 39.2
 NP0661
 NP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8721252733(NAD 83)
 NP0661
 NP0661|---------------------------------------------------------------------|
 NP0661| PID    Reference Object                     Distance      Geod. Az  |
 NP0661|                                                           dddmmss.s |
 NP0661| CQ4043 HUNTER RM 1                          22.763 METERS 07807     |
 NP0661| CQ4042 HUNTER AZ MK                                       1640121.1 |
 NP0661| CQ4044 HUNTER RM 2                          46.144 METERS 35516     |
 NP0661|---------------------------------------------------------------------|
 NP0661
 NP0661                          SUPERSEDED SURVEY CONTROL
 NP0661
 NP0661  NAD 83(1995)-  42 54 15.29546(N)    102 42 24.32299(W) AD(       ) 1
 NP0661  NAD 83(1993)-  42 54 15.29109(N)    102 42 24.32454(W) AD(       ) 1
 NP0661  NAD 83(1986)-  42 54 15.28461(N)    102 42 24.31924(W) AD(       ) 1
 NP0661  NAD 27      -  42 54 15.36100(N)    102 42 22.72000(W) AD(       ) 1
 NP0661
 NP0661.Superseded values are not recommended for survey control.
 NP0661
 NP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0661.See file dsdata.pdf to determine how the superseded data were derived.
 NP0661
 NP0661_MARKER: DS = TRIANGULATION STATION DISK
 NP0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0661
 NP0661  HISTORY     - Date     Condition        Report By
 NP0661  HISTORY     - 1934     MONUMENTED       CGS
 NP0661  HISTORY     - 1941     GOOD             CGS
 NP0661  HISTORY     - 1968     GOOD             CGS
 NP0661
 NP0661                          STATION DESCRIPTION
 NP0661
 NP0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0661'STATION IS ABOUT 10 MILES SW OF WHITE CLAY AND 16 MILES ENE OF
 NP0661'CHADRON.  IT IS ON THE HIGHEST POINT OF A SPARSELY WOODED HILL
 NP0661'ABOUT 1/4 MILE NNW OF G.R. HUNTERS FARMHOUSE AND BUILDINGS
 NP0661'AND 1/4 MILE E OF PROMINENT TIMBERED BLUFFS, LOCALLY KNOWN AS
 NP0661'BEAVER WALL, THAT EXTEND N AND S FOR SEVERAL MILES.  IT IS ON
 NP0661'LAND OWNED BY G.R. HUNTER AND IS SEC. 26, T. 34 N, R. 46 W.
 NP0661'
 NP0661'THE STATION MARK PROJECTS 5 INCHES AND IS 120 YARDS N OF AN
 NP0661'E AND W FENCE.
 NP0661'
 NP0661'REFERENCE AND AZIMUTH MARKS PROJECT 4 INCHES.
 NP0661'
 NP0661'THE AZIMUTH MARK IS ON A SMALL HILL ABOUT 0.2 MILE S OF
 NP0661'HUNTERS HOUSE.  IT IS 85 FEET E OF A N AND S FENCE CORNER AND
 NP0661'100 FEET SSW OF A SW FENCE CORNER.
 NP0661'
 NP0661'TO REACH THE STATION FROM THE POST OFFICE IN PINE RIDGE GO
 NP0661'W 1/2 BLOCK AND THEN S 2.0 MILES TO THE VILLAGE OF WHITE CLAY,
 NP0661'NEBRASKA.  CONTINUE S ON MAIN ROAD, STATE HIGHWAY 87, 1.8
 NP0661'MILES TO A GRADED ROAD ON THE RIGHT.  HERE TURN RIGHT, W,
 NP0661'LEAVE HIGHWAY 87, AND FOLLOW MAIN ROAD 0.6 MILE (PASSING
 NP0661'CEMETERY ON RIGHT AT 0.1 MILE) TO A SMALL BRIDGE WITH A
 NP0661'LATTICED STEEL GUARD RAIL.  CROSS BRIDGE AND FOLLOW MAIN ROAD
 NP0661'IN A GENERAL WESTERLY DIRECTION UP CRAVEN CREEK 6.3 MILES
 NP0661'TO A T-INTERSECTION.  (THERE IS A WHITE SCHOOLHOUSE W OF
 NP0661'THIS INTERSECTION.) HERE TURN LEFT, S, AND FOLLOW MAIN
 NP0661'ROAD 3.8 MILES TO A CROSSROADS.  (HERE THE MAIN ROAD GOES
 NP0661'S, THE ROAD ON THE RIGHT GOES W ALONG THE S SIDE OF AN E
 NP0661'AND W FENCE AND THE ROAD ON THE LEFT CUTS BACK TO THE
 NP0661'NE.) HERE TURN RIGHT, W, AND FOLLOW TRACK ROAD ALONG S
 NP0661'SIDE OF FENCE 0.3 MILE TO A FORKS.  TAKE THE LEFT FORK
 NP0661'AND GO 0.1 MILE TO A POINT WHERE THE ROAD TURNS LEFT, S.
 NP0661'FOLLOW ROAD S 0.3 MILE TO A T-INTERSECTION.  HERE, TURN
 NP0661'RIGHT, W, AND GO 0.4 MILE TO A GATE.  PASS THRU GATE AND
 NP0661'FOLLOW ROAD 0.4 MILE TO A FENCE CORNER ON THE RIGHT SIDE OF
 NP0661'THE ROAD.  CONTINUE 0.2 MILE TO ANOTHER FENCE CORNER ON
 NP0661'THE RIGHT SIDE OF THE ROAD.  CONTINUE 0.4 MILE TO
 NP0661'ANOTHER FENCE CORNER ON THE RIGHT SIDE OF THE ROAD.  (THE
 NP0661'AZIMUTH MARK IS 100 FEET SSW OF THIS FENCE CORNER.)
 NP0661'CONTINUE DOWN HILL ON ROAD 0.1 MILE TO HUNTERS HOUSE.  PASS
 NP0661'THRU GATE ON RIGHT ABOUT 100 FEET FROM THE DOORYARD FENCE GO TO
 NP0661'THE E AROUND THE BUILDINGS AND THEN N IN LANE UP HILL 0.2
 NP0661'MILE AND THEN 0.1 MILE NW TO TOP OF THE HILL AND
 NP0661'STATION.
 NP0661'
 NP0661'TO REACH THE STATION FROM CHADRON GO E FROM THE POST OFFICE
 NP0661'ON U.S. HIGHWAY 20, 3.1 MILES TO A WHITE SCHOOLHOUSE ON THE
 NP0661'LEFT SIDE OF THE ROAD.  CONTINUE E 0.8 MILE TO A GRADED ROAD
 NP0661'ON THE LEFT.  HERE LEAVE U.S. HIGHWAY 20, TURN LEFT, N, AND
 NP0661'GO N 0.3 MILE, E 0.5 MILE N 1.0 MILE, E AND N 3.5 MILES TO
 NP0661'DRY CREEK SCHOOL, DIST. NO. 13, ON RIGHT SIDE OF THE ROAD.
 NP0661'CONTINUE N 0.5 MILE, E 1.0 MILE, N 1.0 MILE, E 1.0 MILE, N
 NP0661'1.0 MILE, E 4.0 MILES, N 3.15 MILES TO A WHITE FARMHOUSE,
 NP0661'RED BARN, AND TWO WINDMILLS ON RIGHT SIDE OF ROAD.  CONTINUE
 NP0661'N 0.35 MILE.  THEN E, NE, AND E A TOTAL OF 1.2 MILES TO A
 NP0661'TURN.  (AT THIS POINT THERE IS A SMALL BUTTE WITH A
 NP0661'SHARP-JAGGED PINNACLE ON ITS N END.) HERE GO N 0.4 MILE TO A
 NP0661'ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.2 MILE TO A
 NP0661'CATTLEGUARD.  CROSS GUARD AND CONTINUE 0.7 MILE ON MAIN
 NP0661'ROAD WHICH GOES UP CREEK BED TO A TANK (STEEL) AND SPRING
 NP0661'ON RIGHT SIDE OF ROAD.  CONTINUE UP GRADE 0.2 MILE TO TOP OF
 NP0661'GRADE AND CATTLEGUARD, THEN FOLLOW MAIN ROAD 0.6 MILE TO
 NP0661'WHITE SCHOOLHOUSE.  FROM THIS POINT CONTINUE AS ABOVE TO
 NP0661'STATION.
 NP0661
 NP0661                          STATION RECOVERY (1941)
 NP0661
 NP0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0661'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NP0661'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 NP0661'
 NP0661'STATION IS LOCATED ABOUT 6.5 MILES S AND 7.5 MILES W OF WHITE
 NP0661'CLAY, 13 MILES N AND 12 MILES W OF RUSHVILLE AND 16 MILES
 NP0661'NE OF CHADRON, IN SEC. 26, T. 34 N, R. 46 W, ON LAND OWNED
 NP0661'AND OCCUPIED BY G.R. HUNTER.  IT IS ON THE HIGHEST POINT OF
 NP0661'A SPARSELY PINE TIMBERED HILL, 54 FEET SW OF A 6-INCH PINE
 NP0661'TREE, 12 FEET E OF A 2-INCH PINE TREE AND 5 FEET E OF A
 NP0661'WHITE REFERENCE POST.  IT IS STAMPED HUNTER 1934 AND PROJECTS
 NP0661'ABOUT 6 INCHES.
 NP0661'
 NP0661'REFERENCE MARK NO. 1 IS STAMPED HUNTER NO. 1 1934 AND PROJECTS
 NP0661'ABOUT 6 INCHES.
 NP0661'
 NP0661'REFERENCE MARK NO. 2 IS 32 FEET S OF AN 8-INCH PINE TREE.  IT
 NP0661'IS STAMPED HUNTER NO. 2 1934 AND PROJECTS ABOUT 6 INCHES.
 NP0661'
 NP0661'THE AZIMUTH MARK IS 0.2 MILE S OF HUNTERS HOUSE, 80 FEET S OF
 NP0661'THE CENTER LINE OF A FARM ROAD, 30 FEET N OF THE EDGE OF A
 NP0661'BLUFF AND 3 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 NP0661'HUNTER 1934 AND PROJECTS ABOUT 6 INCHES.
 NP0661'
 NP0661'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON DIRT ROAD
 NP0661'FOR 0.4 MILE TO THE HUNTER HOUSE, PASS THROUGH GATE AND CONTINUE
 NP0661'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NP0661'
 NP0661'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO
 NP0661'E ON U.S. HIGHWAY 20 FOR 5 MILES TO A GRAVEL ROAD LEFT, N.
 NP0661'TURN LEFT AND GO N AND E ON MAIN ROAD FOR 13.7 MILES TO A
 NP0661'T-INTERSECTION.  TURN LEFT AND GO 3.5 MILES TO A GRAVEL ROAD
 NP0661'RIGHT.  TURN RIGHT AND GO E AND N ON MAIN ROAD FOR 1.6 MILES
 NP0661'TO A CROSS ROAD AT A SIGN PINE RIDGE 14 MILES TURN RIGHT
 NP0661'AND FOLLOW MAIN ROAD FOR 2.2 MILES TO A FORKS AND A WHITE
 NP0661'SCHOOLHOUSE ON THE RIGHT.  TAKE RIGHT FORK AND GO 1.8 MILES
 NP0661'TO A DIRT ROAD RIGHT, JUST AFTER PASSING A CATTLE GUARD,
 NP0661'TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR 1.9 MILES TO TOP
 NP0661'OF HILL AND STATION ON THE RIGHT.
 NP0661
 NP0661                          STATION RECOVERY (1968)
 NP0661
 NP0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0661'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 NP0661'
 NP0661'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED AS
 NP0661'DESCRIBED IN GOOD CONDITION.
 NP0661'
 NP0661'THE OLD DESCRIPTION IS ADEQUATE.
 NP0661'
 NP0661'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1358 ***********************************************************************
 LH1358  DESIGNATION -  HUNTLEY
 LH1358  PID         -  LH1358
 LH1358  STATE/COUNTY-  NE/HARLAN
 LH1358  COUNTRY     -  US
 LH1358  USGS QUAD   -  HUNTLEY (2017)
 LH1358
 LH1358                         *CURRENT SURVEY CONTROL
 LH1358  ______________________________________________________________________
 LH1358* NAD 83(1995) POSITION- 40 14 56.23793(N) 099 17 33.09298(W)   ADJUSTED
 LH1358* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 LH1358  ______________________________________________________________________
 LH1358  GEOID HEIGHT    -        -25.227 (meters)                     GEOID18
 LH1358  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 LH1358  HORZ ORDER      -  THIRD
 LH1358
 LH1358.The horizontal coordinates were established by classical geodetic methods
 LH1358.and adjusted by the National Geodetic Survey in August 1997.
 LH1358
 LH1358.The orthometric height was scaled from a topographic map.
 LH1358
 LH1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1358.GEOID18 height accuracy estimate available here.
 LH1358
 LH1358.Click photographs - Photos may exist for this station.
 LH1358
 LH1358.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1358
 LH1358. The following values were computed from the NAD 83(1995) position.
 LH1358
 LH1358;                    North         East     Units Scale Factor Converg.
 LH1358;SPC NE       -    46,394.230   560,187.089   MT  0.99989673   +0 28 07.8
 LH1358;SPC NE       -   152,211.74  1,837,880.47   sFT  0.99989673   +0 28 07.8
 LH1358;UTM  14      - 4,455,430.417   475,120.982   MT  0.99960762   -0 11 20.4
 LH1358
 LH1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1358!SPC NE       -   0.99989757  x   0.99989673  =   0.99979431
 LH1358!UTM  14      -   0.99989757  x   0.99960762  =   0.99950523
 LH1358
 LH1358:                Primary Azimuth Mark                     Grid Az
 LH1358:SPC NE       -  HUNTLEY AZ MK                            177 35 27.4
 LH1358:UTM  14      -  HUNTLEY AZ MK                            178 14 55.6
 LH1358
 LH1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7512055430(NAD 83)
 LH1358
 LH1358|---------------------------------------------------------------------|
 LH1358| PID    Reference Object                     Distance      Geod. Az  |
 LH1358|                                                           dddmmss.s |
 LH1358| CN8824 HUNTLEY RM 1                         22.499 METERS 00305     |
 LH1358| CN8825 HUNTLEY RM 2                         20.910 METERS 08822     |
 LH1358| CN8823 HUNTLEY AZ MK                                      1780335.2 |
 LH1358| LH1369 HOLDREGE MUNICIPAL STANDPIPE        APPROX.21.6 KM 3423417.8 |
 LH1358|---------------------------------------------------------------------|
 LH1358
 LH1358                          SUPERSEDED SURVEY CONTROL
 LH1358
 LH1358  NAD 83(1986)-  40 14 56.24270(N)    099 17 33.09434(W) AD(       ) 3
 LH1358  NAD 27      -  40 14 56.20200(N)    099 17 31.74700(W) AD(       ) 3
 LH1358
 LH1358.Superseded values are not recommended for survey control.
 LH1358
 LH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1358.See file dsdata.pdf to determine how the superseded data were derived.
 LH1358
 LH1358_MARKER: DS = TRIANGULATION STATION DISK
 LH1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1358
 LH1358  HISTORY     - Date     Condition        Report By
 LH1358  HISTORY     - 1951     MONUMENTED       CGS
 LH1358
 LH1358                          STATION DESCRIPTION
 LH1358
 LH1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1358'THE STATION IS LOCATED 2.8 MILES NORTH OF HUNTLEY AND 4 MILES
 LH1358'SOUTH OF RAGAN, IN THE SOUTHEAST CORNER OF A TRIANGLE SHAPED
 LH1358'AREA FORMED BY THE INTERSECTION OF AN EAST-WEST AND A
 LH1358'NORTH-SOUTH ROAD.  IT IS 39 FEET WEST OF THE NORTH-SOUTH
 LH1358'GRAVELED ROAD, 22 FEET NORTH EAST OF A CURVE IN THE
 LH1358'EAST-WEST ROAD, 13 FEET NORTH-NORTHWEST OF A TELEPHONE POLE
 LH1358'AND 4 FEET NORTH OF A WITNESS POST.  IT IS STAMPED HUNTLEY 1951
 LH1358'AND PROJECTS 3 INCHES.
 LH1358'
 LH1358'REFERENCE MARK NO. 1 IS 37 FEET WEST OF A NORTH-SOUTH ROAD
 LH1358'AND 2 FEET SOUTH OF A TELEPHONE POLE.  IT IS STAMPED HUNTLEY NO
 LH1358'1 1951 AND PROJECTS 2 INCHES.
 LH1358'
 LH1358'REFERENCE MARK NO. 2 IS 28.5 FEET EAST OF THE CENTERLINE OF A
 LH1358'NORTH-SOUTH GRAVELED ROAD AND 30 FEET SOUTHWEST OF A POWER
 LH1358'LINE POLE.  IT IS STAMPED HUNTLEY NO 2 1951 AND PROJECTS 3
 LH1358'INCHES.
 LH1358'
 LH1358'THE AZIMUTH MARK IS AT THE NORTHWEST CORNER OF A HOG LOT, 32
 LH1358'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD,
 LH1358'1 FOOT NORTH OF THE SOUTH GATE POST AND 1 FOOT NORTH OF A
 LH1358'WITNESS POST.  IT IS STAMPED HUNTLEY 1951 AND PROJECTS 2 INCHES.
 LH1358'
 LH1358'TO REACH THE STATION FROM THE POST OFFICE IN HUNTLEY, GO NORTH
 LH1358'ON GRAVELED ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LH1358'CONTINUE NORTH FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 LH1358'DESCRIBED.
 LH1358'
 LH1358'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0375 ***********************************************************************
 MN0375  DESIGNATION -  HUNTSMAN
 MN0375  PID         -  MN0375
 MN0375  STATE/COUNTY-  NE/CHEYENNE
 MN0375  COUNTRY     -  US
 MN0375  USGS QUAD   -  SIDNEY (2017)
 MN0375
 MN0375                         *CURRENT SURVEY CONTROL
 MN0375  ______________________________________________________________________
 MN0375* NAD 83(1995) POSITION- 41 13 35.22190(N) 102 58 26.34302(W)   ADJUSTED
 MN0375* NAVD 88 ORTHO HEIGHT -  1307.592 (meters)     4289.99  (feet) ADJUSTED
 MN0375  ______________________________________________________________________
 MN0375  GEOID HEIGHT    -        -19.805 (meters)                     GEOID18
 MN0375  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 MN0375  DYNAMIC HEIGHT  -       1306.668 (meters)     4286.96  (feet) COMP
 MN0375  MODELED GRAVITY -    979,871.5   (mgal)                       NAVD 88
 MN0375
 MN0375  HORZ ORDER      -  SECOND
 MN0375  VERT ORDER      -  FIRST     CLASS II
 MN0375
 MN0375.The horizontal coordinates were established by classical geodetic methods
 MN0375.and adjusted by the National Geodetic Survey in August 1997.
 MN0375
 MN0375.The orthometric height was determined by differential leveling and
 MN0375.adjusted by the NATIONAL GEODETIC SURVEY
 MN0375.in June 1991.
 MN0375
 MN0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0375.GEOID18 height accuracy estimate available here.
 MN0375
 MN0375.Click photographs - Photos may exist for this station.
 MN0375
 MN0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0375
 MN0375.The dynamic height is computed by dividing the NAVD 88
 MN0375.geopotential number by the normal gravity value computed on the
 MN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0375.degrees latitude (g = 980.6199 gals.).
 MN0375
 MN0375.The modeled gravity was interpolated from observed gravity values.
 MN0375
 MN0375. The following values were computed from the NAD 83(1995) position.
 MN0375
 MN0375;                    North         East     Units Scale Factor Converg.
 MN0375;SPC NE       -   158,958.501   250,772.970   MT  0.99967042   -1 58 15.1
 MN0375;SPC NE       -   521,516.35    822,744.32   sFT  0.99967042   -1 58 15.1
 MN0375;UTM  13      - 4,565,874.794   669,811.244   MT  0.99995490   +1 20 07.9
 MN0375
 MN0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0375!SPC NE       -   0.99979804  x   0.99967042  =   0.99946853
 MN0375!UTM  13      -   0.99979804  x   0.99995490  =   0.99975295
 MN0375
 MN0375:                Primary Azimuth Mark                     Grid Az
 MN0375:SPC NE       -  K 9                                      175 37 40.9
 MN0375:UTM  13      -  K 9                                      172 19 17.9
 MN0375
 MN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6981165874(NAD 83)
 MN0375
 MN0375|---------------------------------------------------------------------|
 MN0375| PID    Reference Object                     Distance      Geod. Az  |
 MN0375|                                                           dddmmss.s |
 MN0375| CP8288 HUNTSMAN RM 1                        43.361 METERS 01149     |
 MN0375| MN0084 K 9                                                1733925.8 |
 MN0375| MN0485 SIDNEY NW BELL TEL CO RAD MAST      APPROX. 6.0 KM 1923842.7 |
 MN0375| CP8289 HUNTSMAN RM 2                        21.675 METERS 19323     |
 MN0375|---------------------------------------------------------------------|
 MN0375
 MN0375                          SUPERSEDED SURVEY CONTROL
 MN0375
 MN0375  NAD 83(1993)-  41 13 35.22151(N)    102 58 26.34294(W) AD(       ) 2
 MN0375  NAD 83(1986)-  41 13 35.21497(N)    102 58 26.34349(W) AD(       ) 2
 MN0375  NAD 27      -  41 13 35.27630(N)    102 58 24.61600(W) AD(       ) 2
 MN0375
 MN0375.Superseded values are not recommended for survey control.
 MN0375
 MN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0375.See file dsdata.pdf to determine how the superseded data were derived.
 MN0375
 MN0375_MARKER: DS = TRIANGULATION STATION DISK
 MN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0375_STAMPING: HUNTSMAN 1963
 MN0375_MARK LOGO: CGS
 MN0375_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0375+STABILITY: SURFACE MOTION
 MN0375
 MN0375  HISTORY     - Date     Condition        Report By
 MN0375  HISTORY     - 1963     MONUMENTED       CGS
 MN0375  HISTORY     - 1985     GOOD             NGS
 MN0375
 MN0375                          STATION DESCRIPTION
 MN0375
 MN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0375'THE STATION IS LOCATED 7 MILES SOUTH OF GURLEY, 6 MILES NORTH
 MN0375'OF SIDNEY, BETWEEN U.S. HIGHWAY 385 AND A RAILROAD TRACK,
 MN0375'ON PROPERTY OWNED BY THE BURLINGTON RAILROAD.
 MN0375'
 MN0375'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0375'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE JUNCTION OF U.S.
 MN0375'HIGHWAY 385.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 385
 MN0375'FOR 5.35 MILES TO A CROSSROAD AT THE HUNTSMAN ELEVATOR AND THE
 MN0375'AZIMUTH MARK AS DESCRIBED IN THE NORTHWEST CORNER OF THE
 MN0375'INTERSECTION.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON U.S.
 MN0375'HIGHWAY 385 FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 MN0375'DESCRIBED.
 MN0375'
 MN0375'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0375'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED HUNTSMAN
 MN0375'1963.  IT IS 64.3 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 MN0375'385, 48 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK, 33.3
 MN0375'FEET SOUTHWEST OF A TELEPHONE POLE AND 1.4 FEET EAST OF A
 MN0375'METAL WITNESS POST.
 MN0375'
 MN0375'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0375'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0375'STAMPED HUNTSMAN NO 1 1963.  IT IS 35 FEET WEST OF THE CENTER
 MN0375'OF U.S. HIGHWAY 385, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 MN0375'POST AND 1 FOOT SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 MN0375'
 MN0375'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0375'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 MN0375'STAMPED HUNTSMAN NO 2 1963.  IT IS 83 FEET WEST OF THE CENTER
 MN0375'OF U.S. HIGHWAY 385, 23 FEET EAST OF THE EAST RAIL OF A
 MN0375'RAILROAD TRACK AND 1 FOOT NORTH OF A TELEPHONE POLE.
 MN0375'
 MN0375'B.M. K 9 WAS USED FOR THE AZIMUTH MARK.  IT IS A U.S. COAST
 MN0375'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 9-INCH
 MN0375'SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 MN0375'K 9 1933 4283.640.  IT IS 54 FEET WEST OF THE CENTER OF U.S.
 MN0375'HIGHWAY 385, 33-1/2 EAST OF THE EAST RAIL OF A RAILROAD TRACK,
 MN0375'10-1/2 FEET NORTH OF A POWER POLE AND 1.3 FEET NORTH OF A
 MN0375'METAL WITNESS POST.
 MN0375
 MN0375                          STATION RECOVERY (1985)
 MN0375
 MN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0375'10.4 KM (6.45 MI) SOUTH FROM GURLEY.
 MN0375'10.4 KM (6.45 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0375'STREET AT GURLEY, 19.5 METERS (64 FT) WEST OF THE HIGHWAY CENTERLINE
 MN0375'AND 14.6 METERS (48 FT) EAST OF THE EAST RAIL OF THE BURLINGTON
 MN0375'NORTHERN RAILROAD.
 MN0375'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0375'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0485 ***********************************************************************
 NO0485  DESIGNATION -  HYANNIS
 NO0485  PID         -  NO0485
 NO0485  STATE/COUNTY-  NE/GRANT
 NO0485  COUNTRY     -  US
 NO0485  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0485
 NO0485                         *CURRENT SURVEY CONTROL
 NO0485  ______________________________________________________________________
 NO0485* NAD 83(1995) POSITION- 42 00 49.09351(N) 101 47 08.51720(W)   ADJUSTED
 NO0485* NAVD 88 ORTHO HEIGHT -  1220.    (meters)     4003.    (feet) SCALED
 NO0485  ______________________________________________________________________
 NO0485  GEOID HEIGHT    -        -19.312 (meters)                     GEOID18
 NO0485  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 NO0485  HORZ ORDER      -  SECOND
 NO0485
 NO0485.The horizontal coordinates were established by classical geodetic methods
 NO0485.and adjusted by the National Geodetic Survey in August 1997.
 NO0485
 NO0485.The orthometric height was scaled from a topographic map.
 NO0485
 NO0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0485.GEOID18 height accuracy estimate available here.
 NO0485
 NO0485.Click photographs - Photos may exist for this station.
 NO0485
 NO0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0485
 NO0485. The following values were computed from the NAD 83(1995) position.
 NO0485
 NO0485;                    North         East     Units Scale Factor Converg.
 NO0485;SPC NE       -   243,599.239   352,140.264   MT  0.99969781   -1 11 00.2
 NO0485;SPC NE       -   799,208.50  1,155,313.52   sFT  0.99969781   -1 11 00.2
 NO0485;UTM  14      - 4,655,044.999   269,334.669   MT  1.00025475   -1 51 55.1
 NO0485
 NO0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0485!SPC NE       -   0.99981164  x   0.99969781  =   0.99950951
 NO0485!UTM  14      -   0.99981164  x   1.00025475  =   1.00006634
 NO0485
 NO0485:                Primary Azimuth Mark                     Grid Az
 NO0485:SPC NE       -  HYANNIS AZ MK                            123 33 27.2
 NO0485:UTM  14      -  HYANNIS AZ MK                            124 14 22.1
 NO0485
 NO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6933455044(NAD 83)
 NO0485
 NO0485|---------------------------------------------------------------------|
 NO0485| PID    Reference Object                     Distance      Geod. Az  |
 NO0485|                                                           dddmmss.s |
 NO0485| CQ4049 HYANNIS RM 1                         22.396 METERS 05659     |
 NO0485| CQ4048 HYANNIS AZ MK                                      1222227.0 |
 NO0485| CQ4050 HYANNIS RM 2                         19.260 METERS 14024     |
 NO0485|---------------------------------------------------------------------|
 NO0485
 NO0485                          SUPERSEDED SURVEY CONTROL
 NO0485
 NO0485  NAD 83(1986)-  42 00 49.09163(N)    101 47 08.52100(W) AD(       ) 2
 NO0485  NAD 27      -  42 00 49.14900(N)    101 47 06.88000(W) AD(       ) 2
 NO0485
 NO0485.Superseded values are not recommended for survey control.
 NO0485
 NO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0485.See file dsdata.pdf to determine how the superseded data were derived.
 NO0485
 NO0485_MARKER: DS = TRIANGULATION STATION DISK
 NO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0485_STAMPING: HYANNIS 1946
 NO0485_MARK LOGO: CGS
 NO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0485+STABILITY: SURFACE MOTION
 NO0485
 NO0485  HISTORY     - Date     Condition        Report By
 NO0485  HISTORY     - 1946     MONUMENTED       CGS
 NO0485
 NO0485                          STATION DESCRIPTION
 NO0485
 NO0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0485'THE STATION IS ON THE SUMMIT OF A LARGE GRASS-COVERED SAND
 NO0485'HILL LOCATED 1.5 MILES, AIR LINE, NORTHWEST OF HYANNIS AND
 NO0485'ABOUT 0.6 MILE NORTH OF STATE HIGHWAY NO. 2.  IT PROJECTS
 NO0485'6 INCHES AND IS STAMPED HYANNIS 1946.
 NO0485'
 NO0485'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0485'AND IS 3 FEET BELOW STATION ELEVATION.  IT PROJECTS 6 INCHES
 NO0485'AND IS STAMPED HYANNIS NO 1 1946.
 NO0485'
 NO0485'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0485'AND IS 3.5 FEET BELOW STATION ELEVATION.  IT PROJECTS 6 INCHES
 NO0485'AND IS STAMPED HYANNIS NO 2 1946.
 NO0485'
 NO0485'AZIMUTH MARK IS LOCATED AT THE NORTHWEST EDGE OF THE VILLAGE
 NO0485'OF HYANNIS.  IT IS 71 FEET NORTH OF A FENCE CORNER, 34 FEET WEST
 NO0485'OF THE CENTER OF A GRAVELED ROAD, 3 FEET NORTH OF A 4 X 4-INCH
 NO0485'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS
 NO0485'4 INCHES AND IS STAMPED HYANNIS 1946.
 NO0485'
 NO0485'TO REACH THE STATION FROM HYANNIS HOTEL IN HYANNIS, GO WEST
 NO0485'ON STATE HIGHWAY NO. 2 FOR 0.25 MILE TO A T ROAD RIGHT, NORTH,
 NO0485'TURN RIGHT ON GRAVELED ROAD CROSSING RAILROAD AND CONTINUE
 NO0485'NORTH FOR 0.85 MILE TO A FORK, TAKE LEFT FORK, WEST, AND GO
 NO0485'0.9 MILE TO A CATTLE GUARD, CROSS OVER CATTLE GUARD, TURN LEFT,
 NO0485'SOUTH, LEAVING ROAD AND DRIVE SOUTH AND SOUTHWEST UP STEEP
 NO0485'GRASSY SLOPE FOR 0.55 MILE TO THE HIGHEST POINT AND THE STATION
 NO0485'AS DESCRIBED.
 NO0485'
 NO0485'TO REACH THE AZIMUTH MARK FROM HYANNIS HOTEL IN HYANNIS, GO
 NO0485'WEST ON STATE HIGHWAY NO. 2 FOR 0.25 MILE TO A T ROAD RIGHT,
 NO0485'NORTH, TURN RIGHT ON GRAVELED ROAD CROSSING RAILROAD AND
 NO0485'CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT
 NO0485'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0280 ***********************************************************************
 LH0280  DESIGNATION -  I
 LH0280  PID         -  LH0280
 LH0280  STATE/COUNTY-  NE/ADAMS
 LH0280  COUNTRY     -  US
 LH0280  USGS QUAD   -  AYR (2017)
 LH0280
 LH0280                         *CURRENT SURVEY CONTROL
 LH0280  ______________________________________________________________________
 LH0280* NAD 83(1986) POSITION- 40 26 15.     (N) 098 26 22.     (W)   SCALED
 LH0280* NAVD 88 ORTHO HEIGHT -   560.217 (meters)     1837.98  (feet) ADJUSTED
 LH0280  ______________________________________________________________________
 LH0280  GEOID HEIGHT    -        -25.483 (meters)                     GEOID18
 LH0280  DYNAMIC HEIGHT  -        559.903 (meters)     1836.95  (feet) COMP
 LH0280  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 LH0280
 LH0280  VERT ORDER      -  FIRST     CLASS II
 LH0280
 LH0280.The horizontal coordinates were scaled from a map and have
 LH0280.an estimated accuracy of +/- 6 seconds.
 LH0280
 LH0280.The orthometric height was determined by differential leveling and
 LH0280.adjusted by the NATIONAL GEODETIC SURVEY
 LH0280.in June 1991.
 LH0280
 LH0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0280.GEOID18 height accuracy estimate available here.
 LH0280
 LH0280.Click photographs - Photos may exist for this station.
 LH0280
 LH0280.The dynamic height is computed by dividing the NAVD 88
 LH0280.geopotential number by the normal gravity value computed on the
 LH0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0280.degrees latitude (g = 980.6199 gals.).
 LH0280
 LH0280.The modeled gravity was interpolated from observed gravity values.
 LH0280
 LH0280;                    North         East    Units  Estimated Accuracy
 LH0280;SPC NE       -    68,280.      632,380.      MT  (+/- 180 meters Scaled)
 LH0280
 LH0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK475764(NAD 83)
 LH0280
 LH0280                          SUPERSEDED SURVEY CONTROL
 LH0280
 LH0280  NGVD 29 (??/??/92)  559.997  (m)         1837.26   (f) ADJ UNCH    1 2
 LH0280
 LH0280.Superseded values are not recommended for survey control.
 LH0280
 LH0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0280.See file dsdata.pdf to determine how the superseded data were derived.
 LH0280
 LH0280_MARKER: H = DRILL HOLE
 LH0280_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0280
 LH0280  HISTORY     - Date     Condition        Report By
 LH0280  HISTORY     - 1899     MONUMENTED       CGS
 LH0280  HISTORY     - 1947     GOOD             CGS
 LH0280  HISTORY     - 20071020 MARK NOT FOUND   INDIV
 LH0280
 LH0280                          STATION DESCRIPTION
 LH0280
 LH0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0280'AT AYR.
 LH0280'AT AYR, 51.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LH0280'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, SET BETWEEN
 LH0280'THE TRACKS, 23.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 LH0280'20.7 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 7.0 FEET EAST
 LH0280'OF THE CENTER ONE OF THREE TREES, 1.0 FOOT SOUTH OF A REFERENCE
 LH0280'POST, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 LH0280'USBM CUT IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.1 FOOT
 LH0280'ABOVE THE GROUND.
 LH0280
 LH0280                          STATION RECOVERY (2007)
 LH0280
 LH0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LH0280'THE LOCATION WAS DETERMINED BY USING A RAILROAD MAP THAT SHOWED THE
 LH0280'STATIONING OF THE BENCH MARK.  A DISTANCE WAS MEASURED FROM A CAST
 LH0280'IRON CULVERT LOCATED NORTH OF THE MARK AND NEAR A POINT OF SWITCH BY
 LH0280'SUBTRACTING RAILROAD STATIONING.  PART OF THE SIDE TRACK (WEST TRACK)
 LH0280'HAS BEEN REMOVED, BUT THE DISTANCE BETWEEN THE TWO TRACKS AGREED WITH
 LH0280'THE 1947 RECOVERY REPORT.
 LH0280'
 LH0280'A LARGE HOLE WAS DUG IN THE AREA AND ALSO PROBING WITH STEEL RODS, BUT
 LH0280'NOTHING WAS FOUND.  IT IS EVIDENT THAT THIS AREA HAS BEEN DISTURBED.
 LH0280'THE TREES MENTIONED IN THE 1947 REPORT NO LONGER EXIST.  THE AREA
 LH0280'BETWEEN THE TRACKS WHERE THE BENCH MARK WAS LOCATED SEEMS LOWER THAN
 LH0280'WHAT IT ORIGINALLY SHOULD HAVE BEEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0147 ***********************************************************************
 NN0147  DESIGNATION -  I 2
 NN0147  PID         -  NN0147
 NN0147  STATE/COUNTY-  NE/ANTELOPE
 NN0147  COUNTRY     -  US
 NN0147  USGS QUAD   -  ORCHARD (2017)
 NN0147
 NN0147                         *CURRENT SURVEY CONTROL
 NN0147  ______________________________________________________________________
 NN0147* NAD 83(1986) POSITION- 42 20 07.     (N) 098 07 34.     (W)   SCALED
 NN0147* NAVD 88 ORTHO HEIGHT -   569.452 (meters)     1868.28  (feet) ADJUSTED
 NN0147  ______________________________________________________________________
 NN0147  GEOID HEIGHT    -        -24.958 (meters)                     GEOID18
 NN0147  DYNAMIC HEIGHT  -        569.225 (meters)     1867.53  (feet) COMP
 NN0147  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 NN0147
 NN0147  VERT ORDER      -  FIRST     CLASS II
 NN0147
 NN0147.The horizontal coordinates were scaled from a map and have
 NN0147.an estimated accuracy of +/- 6 seconds.
 NN0147
 NN0147.The orthometric height was determined by differential leveling and
 NN0147.adjusted by the NATIONAL GEODETIC SURVEY
 NN0147.in June 1991.
 NN0147
 NN0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0147.GEOID18 height accuracy estimate available here.
 NN0147
 NN0147.Click photographs - Photos may exist for this station.
 NN0147
 NN0147.The dynamic height is computed by dividing the NAVD 88
 NN0147.geopotential number by the normal gravity value computed on the
 NN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0147.degrees latitude (g = 980.6199 gals.).
 NN0147
 NN0147.The modeled gravity was interpolated from observed gravity values.
 NN0147
 NN0147;                    North         East    Units  Estimated Accuracy
 NN0147;SPC NE       -   279,460.      654,390.      MT  (+/- 180 meters Scaled)
 NN0147
 NN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM719873(NAD 83)
 NN0147
 NN0147                          SUPERSEDED SURVEY CONTROL
 NN0147
 NN0147.No superseded survey control is available for this station.
 NN0147
 NN0147_MARKER: H = DRILL HOLE
 NN0147_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0147
 NN0147  HISTORY     - Date     Condition        Report By
 NN0147  HISTORY     - 1900     MONUMENTED       CGS
 NN0147  HISTORY     - 1946     MARK NOT FOUND   CGS
 NN0147  HISTORY     - 1961     MARK NOT FOUND   CGS
 NN0147
 NN0147                          STATION DESCRIPTION
 NN0147
 NN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0147'AT ROYAL.
 NN0147'AT ROYAL, ANTELOPE COUNTY, AT THE 1900 SITE OF THE CHICAGO
 NN0147'BURLINGTON AND QUINCY RAILROAD STATION, 57 YARDS WEST OF THE WEST
 NN0147'END, 13 YARDS NORTH OF THE NORTH RAIL, IN LINE WITH THE WEST
 NN0147'ROW OF PILES SUPPORTING THE WATER TANK, AND 8 FEET NORTH OF
 NN0147'THE NORTH PILE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NN0147'LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NN0147
 NN0147                          STATION RECOVERY (1961)
 NN0147
 NN0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NN0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0249 ***********************************************************************
 MN0249  DESIGNATION -  I 3
 MN0249  PID         -  MN0249
 MN0249  STATE/COUNTY-  NE/KIMBALL
 MN0249  COUNTRY     -  US
 MN0249  USGS QUAD   -  KIMBALL (2017)
 MN0249
 MN0249                         *CURRENT SURVEY CONTROL
 MN0249  ______________________________________________________________________
 MN0249* NAD 83(1986) POSITION- 41 12 24.99   (N) 103 40 56.71   (W)   HD_HELD1
 MN0249* NAVD 88 ORTHO HEIGHT -  1501.299 (meters)     4925.51  (feet) ADJUSTED
 MN0249  ______________________________________________________________________
 MN0249  GEOID HEIGHT    -        -18.712 (meters)                     GEOID18
 MN0249  DYNAMIC HEIGHT  -       1500.192 (meters)     4921.88  (feet) COMP
 MN0249  MODELED GRAVITY -    979,833.0   (mgal)                       NAVD 88
 MN0249
 MN0249  VERT ORDER      -  SECOND    CLASS 0
 MN0249
 MN0249.The horizontal coordinates were determined by differentially corrected
 MN0249.hand held GPS observations or other comparable positioning techniques
 MN0249.and have an estimated accuracy of +/- 3 meters.
 MN0249
 MN0249.The orthometric height was determined by differential leveling and
 MN0249.adjusted by the NATIONAL GEODETIC SURVEY
 MN0249.in June 1991.
 MN0249
 MN0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0249.GEOID18 height accuracy estimate available here.
 MN0249
 MN0249.Click photographs - Photos may exist for this station.
 MN0249
 MN0249.The dynamic height is computed by dividing the NAVD 88
 MN0249.geopotential number by the normal gravity value computed on the
 MN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0249.degrees latitude (g = 980.6199 gals.).
 MN0249
 MN0249.The modeled gravity was interpolated from observed gravity values.
 MN0249
 MN0249;                    North         East    Units  Estimated Accuracy
 MN0249;SPC NE       -   159,079.8     191,344.6     MT  (+/- 3 meters HH1 GPS) 
 MN0249
 MN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1046462566(NAD 83)
 MN0249
 MN0249                          SUPERSEDED SURVEY CONTROL
 MN0249
 MN0249  NGVD 29 (??/??/92) 1500.594  (m)         4923.20   (f) ADJ UNCH    2 0
 MN0249
 MN0249.Superseded values are not recommended for survey control.
 MN0249
 MN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0249.See file dsdata.pdf to determine how the superseded data were derived.
 MN0249
 MN0249_MARKER: DD = SURVEY DISK
 MN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0249_STAMPING: I3
 MN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0249+STABILITY: SURFACE MOTION
 MN0249
 MN0249  HISTORY     - Date     Condition        Report By
 MN0249  HISTORY     - UNK      MONUMENTED       DOD
 MN0249  HISTORY     - 1960     GOOD             CGS
 MN0249
 MN0249                          STATION DESCRIPTION
 MN0249
 MN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0249'3 MI SW FROM KIMBALL.
 MN0249'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0249'NEBRASKA, THENCE 1.9 MILES SOUTH ON STATE HIGHWAY 29, THENCE 1.0
 MN0249'MILE WEST ON GRAVEL ROAD, 28 FEET NORTH OF CENTER OF ROAD, 24
 MN0249'FEET WEST OF FIELD ROAD, 2 FEET SOUTH OF WITNESS POST, ABOUT LEVEL
 MN0249'WITH ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE
 MN0249'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4161 ***********************************************************************
 AB4161  SACS        -  This is a Secondary Airport Control Station.
 AB4161  DESIGNATION -  IBM A
 AB4161  PID         -  AB4161
 AB4161  STATE/COUNTY-  NE/KIMBALL
 AB4161  COUNTRY     -  US
 AB4161  USGS QUAD   -  KIMBALL (2017)
 AB4161
 AB4161                         *CURRENT SURVEY CONTROL
 AB4161  ______________________________________________________________________
 AB4161* NAD 83(2011) POSITION- 41 11 13.37354(N) 103 40 30.38505(W)   ADJUSTED
 AB4161* NAD 83(2011) ELLIP HT-  1478.526 (meters)        (06/27/12)   ADJUSTED
 AB4161* NAD 83(2011) EPOCH   -  2010.00
 AB4161* NAVD 88 ORTHO HEIGHT -  1497.23  (meters)     4912.2   (feet) GPS OBS
 AB4161  ______________________________________________________________________
 AB4161  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4161  GEOID HEIGHT    -        -18.618 (meters)                     GEOID96
 AB4161  GEOID HEIGHT    -        -18.744 (meters)                     GEOID18
 AB4161  NAD 83(2011) X  - -1,136,700.034 (meters)                     COMP
 AB4161  NAD 83(2011) Y  - -4,671,751.015 (meters)                     COMP
 AB4161  NAD 83(2011) Z  -  4,179,051.976 (meters)                     COMP
 AB4161  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 AB4161
 AB4161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4161  Standards:
 AB4161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4161  -------------------------------------------------------------------
 AB4161  NETWORK    0.45   1.16           0.21   0.14   0.59     -0.03104816
 AB4161  -------------------------------------------------------------------
 AB4161  Click here for local accuracies and other accuracy information.
 AB4161
 AB4161.This mark is at Kimball Mun/robert E Arraj Field Airport (IBM)
 AB4161
 AB4161.The horizontal coordinates were established by GPS observations
 AB4161.and adjusted by the National Geodetic Survey in June 2012.
 AB4161
 AB4161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4161.been affixed to the stable North American tectonic plate. See 
 AB4161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4161
 AB4161.The horizontal coordinates are valid at the epoch date displayed above
 AB4161.which is a decimal equivalence of Year/Month/Day.
 AB4161
 AB4161.The orthometric height was determined by GPS observations and a
 AB4161.high-resolution geoid model.
 AB4161
 AB4161.GPS derived orthometric heights for airport stations designated as
 AB4161.PACS or SACS are published to 2 decimal places.  This maintains
 AB4161.centimeter relative accuracy between the PACS and SACS.  It does
 AB4161.not indicate centimeter accuracy relative to other marks which are
 AB4161.part of the published vertical control network.
 AB4161
 AB4161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4161.GEOID18 height accuracy estimate available here.
 AB4161
 AB4161.Click photographs - Photos may exist for this station.
 AB4161
 AB4161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4161
 AB4161.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4161
 AB4161.The ellipsoidal height was determined by GPS observations
 AB4161.and is referenced to NAD 83.
 AB4161
 AB4161. The following values were computed from the NAD 83(2011) position.
 AB4161
 AB4161;                    North         East     Units Scale Factor Converg.
 AB4161;SPC NE       -   156,847.137   191,863.315   MT  0.99967399   -2 26 07.7
 AB4161;SPC NE       -   514,589.32    629,471.56   sFT  0.99967399   -2 26 07.7
 AB4161;UTM  13      - 4,560,367.576   611,111.269   MT  0.99975194   +0 52 21.2
 AB4161
 AB4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4161!SPC NE       -   0.99976814  x   0.99967399  =   0.99944220
 AB4161!UTM  13      -   0.99976814  x   0.99975194  =   0.99952013
 AB4161
 AB4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1111160367(NAD 83)
 AB4161
 AB4161|---------------------------------------------------------------------|
 AB4161| PID    Reference Object                     Distance      Geod. Az  |
 AB4161|                                                           dddmmss.s |
 AB4161| MN0663 KIMPORT                             383.411 METERS 04538     |
 AB4161|---------------------------------------------------------------------|
 AB4161
 AB4161                          SUPERSEDED SURVEY CONTROL
 AB4161
 AB4161  NAD 83(2007)-  41 11 13.37337(N)    103 40 30.38578(W) AD(2002.00) 0
 AB4161  ELLIP H (02/10/07) 1478.552  (m)                       GP(2002.00)    
 AB4161  ELLIP H (01/02/02) 1478.544  (m)                       GP(       ) 4 2
 AB4161  NAD 83(1995)-  41 11 13.37284(N)    103 40 30.38561(W) AD(       ) 1
 AB4161  ELLIP H (09/17/98) 1478.578  (m)                       GP(       ) 4 2
 AB4161
 AB4161.Superseded values are not recommended for survey control.
 AB4161
 AB4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4161.See file dsdata.pdf to determine how the superseded data were derived.
 AB4161
 AB4161_MARKER: DD = SURVEY DISK
 AB4161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4161_STAMPING: IBM A 1995
 AB4161_MARK LOGO: NGS
 AB4161_PROJECTION: FLUSH
 AB4161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4161+STABILITY: SURFACE MOTION
 AB4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4161+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 AB4161_ROD/PIPE-DEPTH: 1.0 meters
 AB4161
 AB4161  HISTORY     - Date     Condition        Report By
 AB4161  HISTORY     - 1995     MONUMENTED       NGS
 AB4161  HISTORY     - 19970730 GOOD             NGS
 AB4161  HISTORY     - 20060111 GOOD             NDA
 AB4161  HISTORY     - 20121127 GOOD             GCT
 AB4161
 AB4161                          STATION DESCRIPTION
 AB4161
 AB4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4161'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST-SOUTHEAST OF
 AB4161'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL, AT THE KIMBALL
 AB4161'MUNICIPAL/ROBERT E. ARRAJ FIELD AND SOUTHWEST OF THE JUNCTION OF A
 AB4161'CONNECTOR TAXIWAY AND THE RUNWAY.  OWNERSHIP--KIMBALL AIRPORT
 AB4161'AUTHORITY, BOX 666, KIMBALL NE 69145.  AIRPORT MANAGER IS MIKE THIEL,
 AB4161'PHONE (308) 235-4541.  TO REACH THE STATION FROM THE JUNCTION OF
 AB4161'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 71 (ABOUT 1.0 MI (1.6 KM)
 AB4161'SOUTH OF KIMBALL), GO SOUTH ON STATE HIGHWAY 71 FOR 1.7 MI (2.7 KM) TO
 AB4161'AN INTERSECTION, TURN RIGHT AND GO WEST ON GRAVEL ROAD 28 FOR 0.4 MI
 AB4161'(0.6 KM) TO A AIRPORT ENTRANCE LEFT, TURN LEFT AND GO SOUTH THEN
 AB4161'SOUTHWEST BETWEEN THE HANGARS ON THE APRON THEN A CONNECTOR TAXIWAY
 AB4161'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF A TAXIWAY (OLD RUNWAY),
 AB4161'CONTINUE AHEAD AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.2 MI
 AB4161'(0.3 KM) TO THE JUNCTION WITH RUNWAY 10/28, BEAR RIGHT AND GO
 AB4161'WEST-NORTHWEST ON THE RUNWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON
 AB4161'LEFT, ABOUT 6 FT (1.8 M) HIGHER THAN THE RUNWAY.  THE STATION IS THE
 AB4161'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG
 AB4161'FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB4161'CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH GROUND.  THREE
 AB4161'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.
 AB4161'LOCATED 194.5 FT (59.3 M) SOUTH-SOUTHWEST OF THE RUNWAY CENTER, 89.7
 AB4161'FT (27.3 M) NORTH NORTHEAST OF A WITNESS POST SET AT A FENCE LINE
 AB4161'BRACE POST, 4.0 FT (1.2 M) NORTH-NORTHEAST OF THE APPROXIMATE EDGE OF
 AB4161'A CULTIVATED FIELD, 1.2 FT (0.4 M) EAST OF A WITNESS POST AND 1.1 FT
 AB4161'(0.3 M) WEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4161
 AB4161                          STATION RECOVERY (1997)
 AB4161
 AB4161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4161'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 AB4161'AIRPORT MANAGER IS JOHN FOOTE (308) 235-3858.  THE NEW POST OFFICE BOX
 AB4161'IS HC 54 BOX 58.
 AB4161
 AB4161                          STATION RECOVERY (2006)
 AB4161
 AB4161'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4161'OLD RUNWAY/TAXIWAY REMOVED BUT STILL NOTICEABLE.
 AB4161
 AB4161                          STATION RECOVERY (2012)
 AB4161
 AB4161'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AB4161'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4162 ***********************************************************************
 AB4162  SACS        -  This is a Secondary Airport Control Station.
 AB4162  DESIGNATION -  IML A
 AB4162  PID         -  AB4162
 AB4162  STATE/COUNTY-  NE/CHASE
 AB4162  COUNTRY     -  US
 AB4162  USGS QUAD   -  IMPERIAL MUNICIPAL AIRPORT (2017)
 AB4162
 AB4162                         *CURRENT SURVEY CONTROL
 AB4162  ______________________________________________________________________
 AB4162* NAD 83(2011) POSITION- 40 30 15.44004(N) 101 36 54.29942(W)   ADJUSTED
 AB4162* NAD 83(2011) ELLIP HT-   972.499 (meters)        (06/27/12)   ADJUSTED
 AB4162* NAD 83(2011) EPOCH   -  2010.00
 AB4162* NAVD 88 ORTHO HEIGHT -   994.73  (meters)     3263.5   (feet) GPS OBS
 AB4162  ______________________________________________________________________
 AB4162  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4162  GEOID HEIGHT    -        -22.206 (meters)                     GEOID96
 AB4162  GEOID HEIGHT    -        -22.215 (meters)                     GEOID18
 AB4162  NAD 83(2011) X  -   -977,941.322 (meters)                     COMP
 AB4162  NAD 83(2011) Y  - -4,757,799.508 (meters)                     COMP
 AB4162  NAD 83(2011) Z  -  4,121,353.670 (meters)                     COMP
 AB4162  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 AB4162
 AB4162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4162  Standards:
 AB4162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4162  -------------------------------------------------------------------
 AB4162  NETWORK    0.54   0.96           0.25   0.18   0.49     -0.04376009
 AB4162  -------------------------------------------------------------------
 AB4162  Click here for local accuracies and other accuracy information.
 AB4162
 AB4162.This mark is at Imperial Municipal Airport (IML)
 AB4162
 AB4162.The horizontal coordinates were established by GPS observations
 AB4162.and adjusted by the National Geodetic Survey in June 2012.
 AB4162
 AB4162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4162.been affixed to the stable North American tectonic plate. See 
 AB4162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4162
 AB4162.The horizontal coordinates are valid at the epoch date displayed above
 AB4162.which is a decimal equivalence of Year/Month/Day.
 AB4162
 AB4162.The orthometric height was determined by GPS observations and a
 AB4162.high-resolution geoid model.
 AB4162
 AB4162.GPS derived orthometric heights for airport stations designated as
 AB4162.PACS or SACS are published to 2 decimal places.  This maintains
 AB4162.centimeter relative accuracy between the PACS and SACS.  It does
 AB4162.not indicate centimeter accuracy relative to other marks which are
 AB4162.part of the published vertical control network.
 AB4162
 AB4162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4162.GEOID18 height accuracy estimate available here.
 AB4162
 AB4162.Click photographs - Photos may exist for this station.
 AB4162
 AB4162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4162
 AB4162.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4162
 AB4162.The ellipsoidal height was determined by GPS observations
 AB4162.and is referenced to NAD 83.
 AB4162
 AB4162. The following values were computed from the NAD 83(2011) position.
 AB4162
 AB4162;                    North         East     Units Scale Factor Converg.
 AB4162;SPC NE       -    75,774.913   363,135.703   MT  0.99980999   -1 04 13.1
 AB4162;SPC NE       -   248,604.86  1,191,387.72   sFT  0.99980999   -1 04 13.1
 AB4162;UTM  14      - 4,487,016.423   278,415.855   MT  1.00020442   -1 41 57.1
 AB4162
 AB4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4162!SPC NE       -   0.99984747  x   0.99980999  =   0.99965749
 AB4162!UTM  14      -   0.99984747  x   1.00020442  =   1.00005186
 AB4162
 AB4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7841587016(NAD 83)
 AB4162
 AB4162                          SUPERSEDED SURVEY CONTROL
 AB4162
 AB4162  NAD 83(2007)-  40 30 15.43989(N)    101 36 54.30027(W) AD(2002.00) 0
 AB4162  ELLIP H (02/10/07)  972.525  (m)                       GP(2002.00)    
 AB4162  ELLIP H (01/02/02)  972.493  (m)                       GP(       ) 4 2
 AB4162  NAD 83(1995)-  40 30 15.43946(N)    101 36 54.29979(W) AD(       ) 1
 AB4162  ELLIP H (09/17/98)  972.556  (m)                       GP(       ) 4 2
 AB4162
 AB4162.Superseded values are not recommended for survey control.
 AB4162
 AB4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4162.See file dsdata.pdf to determine how the superseded data were derived.
 AB4162
 AB4162_MARKER: DD = SURVEY DISK
 AB4162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4162_STAMPING: IML A 1995
 AB4162_MARK LOGO: NGS
 AB4162_PROJECTION: RECESSED 15 CENTIMETERS
 AB4162_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB4162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4162+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 AB4162_ROD/PIPE-DEPTH: 1 meters
 AB4162
 AB4162  HISTORY     - Date     Condition        Report By
 AB4162  HISTORY     - 1995     MONUMENTED       NGS
 AB4162  HISTORY     - 19970803 GOOD             NGS
 AB4162  HISTORY     - 20200226 GOOD             NEGS
 AB4162
 AB4162                          STATION DESCRIPTION
 AB4162
 AB4162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4162'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ENDERS, 0.6
 AB4162'MI (1.0 KM) EAST-SOUTHEAST OF IMPERIAL, AT THE IMPERIAL MUNICIPAL
 AB4162'AIRPORT NEAR THE APPROACH END OF RUNWAY 31.  OWNERSHIP--IMPERIAL
 AB4162'AIRPORT AUTHORITY, 637 BROADWAY, IMPERIAL NE 69033.  AIRPORT MANAGER,
 AB4162'STEGGS AERIAL SPRAYING, PHONE (308) 882-5121.  TO REACH THE STATION
 AB4162'FROM THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 61 NORTH ON THE
 AB4162'EAST EDGE OF IMPERIAL, GO NORTH ON STATE HIGHWAY 61 FOR 0.35 MI (0.56
 AB4162'KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST THEN NORTHEAST ON THE
 AB4162'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, CONTINUE AHEAD
 AB4162'AND GO NORTHEAST ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 AB4162'KM) TO THE RUNWAY, TURN RIGHT AND GO SOUTHEAST ON THE PAVED RUNWAY FOR
 AB4162'0.8 MI (1.3 KM) TO THE PAVEMENT END AND THE STATION JUST AHEAD ON THE
 AB4162'LEFT.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AB4162'TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH
 AB4162'A LOGO CAP THAT IS SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE
 AB4162'ARE FLUSH WITH GROUND.  THREE CIRCULAR PRONGS EXTEND FROM THE BOTTOM
 AB4162'OF THE FENO PIPE.  LOCATED 205.0 FT (62.5 M) EAST OF THE RUNWAY CENTER
 AB4162'AT THE PAVEMENT END, 135.0 FT (41.1 M) EAST-NORTHEAST OF THE EXTENDED
 AB4162'CENTER OF THE RUNWAY, 4.0 FT (1.2 M) NORTH-NORTHWEST OF A DAYLIGHT
 AB4162'RUNWAY MARKER PANEL, 3.3 FT (1.0 M) WEST-SOUTHWEST OF A DAYLIGHT
 AB4162'RUNWAY MARKER PANEL, 1.6 FT (0.5 M) EAST OF A WITNESS POST AND 1.5 FT
 AB4162'(0.5 M) WEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4162
 AB4162                          STATION RECOVERY (1997)
 AB4162
 AB4162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4162'RECOVERED AS DESCRIBED.
 AB4162
 AB4162                          STATION RECOVERY (2020)
 AB4162
 AB4162'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 AB4162'TO REACH FROM THE NORTHWEST INTERSECTION OF US-6 AND N-61, AT
 AB4162'IMPERIAL, GO NORTH ON N-61 FOR 0.33 MI (0.53 KM) TO THE AIRPORT
 AB4162'ENTRANCE TO THE EAST.  TURN RIGHT AND GO EAST FOR 340 FT (103.6 M) AND
 AB4162'THEN NORTH FOR 290 FT (88.4 M) TO THE AIRPORT APRON.  TURN RIGHT AND
 AB4162'GO NORTHEAST ON THE APRON AND THEN THE TAXIWAY FOR 0.13 MI (0.21 KM)
 AB4162'TO THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST ON THE RUNWAY FOR 0.85 MI
 AB4162'(1.37 KM) TO THE STATION ON THE LEFT.
 AB4162'
 AB4162'IT IS 135 FT (41.1 M) EAST-NORTHEAST OF THE CENTERLINE OF THE RUNWAY,
 AB4162'170 FT (51.8 M) NORTH OF THE EAST CORNER OF THE SOUTHEAST END OF THE
 AB4162'CONCRETE RUNWAY.  THE LOGO CAP IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1041 ***********************************************************************
 LG1041  DESIGNATION -  IMMANUEL
 LG1041  PID         -  LG1041
 LG1041  STATE/COUNTY-  NE/JOHNSON
 LG1041  COUNTRY     -  US
 LG1041  USGS QUAD   -  STERLING (2017)
 LG1041
 LG1041                         *CURRENT SURVEY CONTROL
 LG1041  ______________________________________________________________________
 LG1041* NAD 83(1995) POSITION- 40 27 54.41460(N) 096 24 24.49184(W)   ADJUSTED
 LG1041* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 LG1041  ______________________________________________________________________
 LG1041  GEOID HEIGHT    -        -27.534 (meters)                     GEOID18
 LG1041  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 LG1041  HORZ ORDER      -  SECOND
 LG1041
 LG1041.The horizontal coordinates were established by classical geodetic methods
 LG1041.and adjusted by the National Geodetic Survey in August 1997.
 LG1041
 LG1041.The orthometric height was scaled from a topographic map.
 LG1041
 LG1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1041.GEOID18 height accuracy estimate available here.
 LG1041
 LG1041.Click photographs - Photos may exist for this station.
 LG1041
 LG1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1041
 LG1041. The following values were computed from the NAD 83(1995) position.
 LG1041
 LG1041;                    North         East     Units Scale Factor Converg.
 LG1041;SPC NE       -    76,477.857   804,603.029   MT  0.99982204   +2 22 52.3
 LG1041;SPC NE       -   250,911.10  2,639,768.44   sFT  0.99982204   +2 22 52.3
 LG1041;UTM  14      - 4,482,612.659   719,857.318   MT  1.00019504   +1 41 01.0
 LG1041
 LG1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1041!SPC NE       -   0.99994736  x   0.99982204  =   0.99976941
 LG1041!UTM  14      -   0.99994736  x   1.00019504  =   1.00014239
 LG1041
 LG1041:                Primary Azimuth Mark                     Grid Az
 LG1041:SPC NE       -  IMMANUEL AZ MK RESET                     084 14 15.0
 LG1041:UTM  14      -  IMMANUEL AZ MK RESET                     084 56 06.3
 LG1041
 LG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1985782612(NAD 83)
 LG1041
 LG1041|---------------------------------------------------------------------|
 LG1041| PID    Reference Object                     Distance      Geod. Az  |
 LG1041|                                                           dddmmss.s |
 LG1041| CL7143 IMMANUEL AZ MK RESET                               0863707.3 |
 LG1041| LG1040 STERLING MUNICIPAL TANK             APPROX. 2.4 KM 0864704.2 |
 LG1041| CL7142 IMMANUEL AZ MK                                     0904537.1 |
 LG1041| CL7144 IMMANUEL RM 1                        26.560 METERS 09212     |
 LG1041| LG1038 EVANGELICAL JOHANNES CH SPIRE       APPROX. 3.7 KM 1514824.4 |
 LG1041| LG1042 ADAMS MUNICIPAL TANK                APPROX. 9.0 KM 2611258.7 |
 LG1041| CL7146 IMMANUEL RM 3                        22.250 METERS 30606     |
 LG1041| CL7145 IMMANUEL RM 2                        23.448 METERS 33438     |
 LG1041|---------------------------------------------------------------------|
 LG1041
 LG1041                          SUPERSEDED SURVEY CONTROL
 LG1041
 LG1041  NAD 83(1986)-  40 27 54.42242(N)    096 24 24.48881(W) AD(       ) 2
 LG1041  NAD 27      -  40 27 54.42500(N)    096 24 23.43600(W) AD(       ) 2
 LG1041
 LG1041.Superseded values are not recommended for survey control.
 LG1041
 LG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1041.See file dsdata.pdf to determine how the superseded data were derived.
 LG1041
 LG1041_MARKER: DS = TRIANGULATION STATION DISK
 LG1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1041
 LG1041  HISTORY     - Date     Condition        Report By
 LG1041  HISTORY     - 1947     MONUMENTED       CGS
 LG1041  HISTORY     - 1958     GOOD             CGS
 LG1041
 LG1041                          STATION DESCRIPTION
 LG1041
 LG1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1041'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF STERLING, 1.0
 LG1041'MILE EAST OF THE IMMANUEL LUTHERAN CHURCH ALONG STATE ROUTE NO 41
 LG1041'NEAR THE CONFLUENCE OF THE NORTH FORK AND MIDDLE BRANCH OF
 LG1041'THE NORTH FORK NEMAHA RIVER.  IT IS 32 FEET NORTH OF THE CENTER
 LG1041'OF STATE ROUTE NO 41, 65 FEET NORTHEAST OF THE CENTER OF CROSS
 LG1041'ROADS, 5 FEET WEST OF WHITE WITNESS POST AND 2 FEET SOUTH OF
 LG1041'EAST-WEST FENCE LINE.  IT IS STAMPED IMMANUEL 1947 AND PROJECTS
 LG1041'4 INCHES.
 LG1041'
 LG1041'REFERENCE MARK NO 1 IS EAST OF THE STATION, 32 FEET NORTH OF THE
 LG1041'CENTER OF STATE ROUTE NO 41 AND 1 FOOT SOUTH OF EAST-WEST
 LG1041'FENCE LINE.  IT IS STAMPED IMMANUEL NO 1 1947 AND PROJECTS 4
 LG1041'INCHES.
 LG1041'
 LG1041'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET UNDER
 LG1041'THE NORTH-SOUTH FENCE LINE, 15 FEET EAST OF THE CENTER OF
 LG1041'NORTH-SOUTH SECTION LINE ROAD.  IT IS STAMPED IMMANUEL NO 2 1947
 LG1041'AND PROJECTS 4 INCHES.
 LG1041'
 LG1041'THE AZIMUTH MARK IS ABOUT 1.15 MILE EAST OF THE STATION, 25
 LG1041'FEET SOUTH OF THE CENTER OF STATE ROUTE 41, 2 FEET WEST OF WHITE
 LG1041'WITNESS POST AND 6 INCHES NORTH OF EAST-WEST FENCE LINE.  IT IS
 LG1041'STAMPED IMMANUEL 1947 AND PROJECTS 6 INCHES.
 LG1041'
 LG1041'TO REACH THE STATION FROM THE GEM THEATRE IN STERLING, GO NORTH
 LG1041'FOR 0.4 MILE TO STATE ROUTE NO 41, TURN LEFT AND GO WEST FOR
 LG1041'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 LG1041'CONTINUE WEST ON STATE ROUTE 41 FOR 1.15 MILES TO THE STATION
 LG1041'ON THE RIGHT AS DESCRIBED.
 LG1041'
 LG1041'A 74 FOOT SIGNAL AT STATION STERLING IS V.G.
 LG1041'
 LG1041'AN 87 FOOT SIGNAL AT STATION WEST POINT IS VISIBLE AT 50 FEET.
 LG1041'
 LG1041'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1041
 LG1041                          STATION RECOVERY (1958)
 LG1041
 LG1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1041'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1041'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 LG1041'UPROOTED.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH MARK.
 LG1041'IT WAS RESET AND A NEW REFERENCE MARK ESTABLISHED.  A COMPLETE
 LG1041'DESCRIPTION FOLLOWS.
 LG1041'
 LG1041'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST OF STERLING AND
 LG1041'1 MILE EAST OF THE IMMANUEL LUTHERAN CHURCH ALONG STATE HIGHWAY 41
 LG1041'NEAR THE CONFLUENCE OF THE NORTH FORK AND THE MIDDLE BRANCH
 LG1041'OF THE NORTH FORK NEMAHA RIVER, ABOUT 200 FEET OF THE CENTER OF
 LG1041'NEW STATE HIGHWAY 41, 52 FEET EAST OF THE CENTER OF DIRT ROAD
 LG1041'WHICH RUNS NORTH ON THE EAST SIDE OF LEVEE, 33 FEET NORTH OF THE
 LG1041'CENTER OF OLD STATE HIGHWAY 41 (GRAVEL), AND 2 FEET EAST OF
 LG1041'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LG1041'STAMPED IMMANUEL 1947.
 LG1041'
 LG1041'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AND 33 FEET NORTH
 LG1041'OF THE CENTER OF OLD STATE HIGHWAY 41.  THE MARK PROJECTS 1
 LG1041'INCH AND THE DISK IS STAMPED IMMANUEL NO 1 1947.
 LG1041'
 LG1041'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION, 70 FEET NORTH
 LG1041'OF THE CENTER OF OLD STATE HIGHWAY 41, AND 10 FEET WEST OF THE
 LG1041'CENTER OF DIRT ROAD WHICH RUNS NORTH ALONG THE EAST SIDE OF
 LG1041'LEVEE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG1041'IMMANUEL NO 3 1947.
 LG1041'
 LG1041'AZIMUTH MARK (RESET) IS 1.0 MILE EAST OF THE STATION, 49 FEET
 LG1041'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF MR. E.R. EILERS
 LG1041'FARMHOUSE, 11 FEET WEST OF THE WEST EDGE OF CONCRETE DRIVEWAY
 LG1041'TO GARAGE, AND 1 FOOT SOUTH OF POWER POLE WITH A METER ATTACHED.
 LG1041'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IMMANUEL
 LG1041'RESET 1958.
 LG1041'
 LG1041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND
 LG1041'MAIN STREET IN THE NORTH PART OF STERLING, GO WEST ON STATE
 LG1041'HIGHWAY 41 FOR 1.5 MILES TO THE STATION ON THE LEFT JUST BEFORE
 LG1041'REACHING A BRIDGE.
 LG1041'
 LG1041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 1.0 MILE
 LG1041'TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO A
 LG1041'FARMHOUSE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1032 ***********************************************************************
 LH1032  DESIGNATION -  IMMANUELS LUTHERAN CH CROSS
 LH1032  PID         -  LH1032
 LH1032  STATE/COUNTY-  NE/GOSPER
 LH1032  COUNTRY     -  US
 LH1032  USGS QUAD   -  ARAPAHOE NE (2017)
 LH1032
 LH1032                         *CURRENT SURVEY CONTROL
 LH1032  ______________________________________________________________________
 LH1032* NAD 83(1995) POSITION- 40 25 15.98422(N) 099 52 03.60779(W)   ADJUSTED
 LH1032  ______________________________________________________________________
 LH1032  GEOID HEIGHT    -        -24.598 (meters)                     GEOID18
 LH1032  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 LH1032  HORZ ORDER      -  THIRD
 LH1032
 LH1032.The horizontal coordinates were established by classical geodetic methods
 LH1032.and adjusted by the National Geodetic Survey in August 1997.
 LH1032
 LH1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1032.GEOID18 height accuracy estimate available here.
 LH1032
 LH1032.Click photographs - Photos may exist for this station.
 LH1032
 LH1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1032
 LH1032. The following values were computed from the NAD 83(1995) position.
 LH1032
 LH1032;                    North         East     Units Scale Factor Converg.
 LH1032;SPC NE       -    65,269.919   511,228.702   MT  0.99983611   +0 05 15.7
 LH1032;SPC NE       -   214,139.73  1,677,256.17   sFT  0.99983611   +0 05 15.7
 LH1032;UTM  14      - 4,474,859.048   426,392.563   MT  0.99966669   -0 33 45.4
 LH1032
 LH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2639274859(NAD 83)
 LH1032
 LH1032                          SUPERSEDED SURVEY CONTROL
 LH1032
 LH1032  NAD 83(1986)-  40 25 15.98919(N)    099 52 03.61102(W) AD(       ) 3
 LH1032  NAD 27      -  40 25 15.96700(N)    099 52 02.16900(W) AD(       ) 3
 LH1032
 LH1032.Superseded values are not recommended for survey control.
 LH1032
 LH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1032.See file dsdata.pdf to determine how the superseded data were derived.
 LH1032
 LH1032_MARKER: 91 = CHURCH CROSS
 LH1032
 LH1032  HISTORY     - Date     Condition        Report By
 LH1032  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1032  HISTORY     - 1951     GOOD             CGS
 LH1032
 LH1032                          STATION DESCRIPTION
 LH1032
 LH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1032'EVANGELICAL LUTHERAN IMMANUELS KIRCHE, U.A.C., 1906 INSCRIBED
 LH1032'ON CORNER STONE.  WHITE FRAME BUILDING WITH GRAY TIN SHINGLED
 LH1032'SPIRE.  LOCATED 8 MILES NORTH AND 1.5 MILES EAST OF ARAPAHOE.
 LH1032'OBSERVED UPON TIP OF SPIRE.
 LH1032'
 LH1032'OBSERVED FROM BRACE, ELKREEK, AND KELLY.
 LH1032
 LH1032                          STATION RECOVERY (1951)
 LH1032
 LH1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1032'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF ELWOOD, 9 MILES
 LH1032'NORTH OF ARAPAHOE AND 97 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1032'DIRT ROAD.
 LH1032'
 LH1032'IT IS A CROSS ON THE TOP OF THE BELFRY WHICH IS AT THE WEST
 LH1032'END OF A WHITE FRAME CHURCH.  THE OVERALL HEIGHT IS 75 FEET.
 LH1032'
 LH1032'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE BELFRY.
 LH1032'
 LH1032'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO
 LH1032'NORTH ON U.S. HIGHWAY 283 FOR 0.2 MILE TO ITS JUNCTION WITH
 LH1032'U.S. HIGHWAYS 34 AND 6, CROSS THE HIGHWAYS AND CONTINUE
 LH1032'NORTHERLY ON U.S. HIGHWAY 283 FOR 8.2 MILES TO A CROSS ROAD.
 LH1032'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 1.45 MILES TO A
 LH1032'CROSS ROAD, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.15
 LH1032'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1032'
 LH1032'PROBABLY THE SAME AS EVANGELICAL LUTHERAN IMMANUEL KIRCHE, 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0300 ***********************************************************************
 LJ0300  DESIGNATION -  IMPERIAL
 LJ0300  PID         -  LJ0300
 LJ0300  STATE/COUNTY-  NE/CHASE
 LJ0300  COUNTRY     -  US
 LJ0300  USGS QUAD   -  IMPERIAL (2017)
 LJ0300
 LJ0300                         *CURRENT SURVEY CONTROL
 LJ0300  ______________________________________________________________________
 LJ0300* NAD 83(1986) POSITION- 40 31 04.     (N) 101 38 36.     (W)   SCALED
 LJ0300* NAVD 88 ORTHO HEIGHT -  1001.326 (meters)     3285.18  (feet) ADJUSTED
 LJ0300  ______________________________________________________________________
 LJ0300  GEOID HEIGHT    -        -22.158 (meters)                     GEOID18
 LJ0300  DYNAMIC HEIGHT  -       1000.644 (meters)     3282.95  (feet) COMP
 LJ0300  MODELED GRAVITY -    979,909.3   (mgal)                       NAVD 88
 LJ0300
 LJ0300  VERT ORDER      -  SECOND    CLASS 0
 LJ0300
 LJ0300.The horizontal coordinates were scaled from a map and have
 LJ0300.an estimated accuracy of +/- 6 seconds.
 LJ0300
 LJ0300.The orthometric height was determined by differential leveling and
 LJ0300.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0300.in June 1991.
 LJ0300
 LJ0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0300.GEOID18 height accuracy estimate available here.
 LJ0300
 LJ0300.Click photographs - Photos may exist for this station.
 LJ0300
 LJ0300.The dynamic height is computed by dividing the NAVD 88
 LJ0300.geopotential number by the normal gravity value computed on the
 LJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0300.degrees latitude (g = 980.6199 gals.).
 LJ0300
 LJ0300.The modeled gravity was interpolated from observed gravity values.
 LJ0300
 LJ0300;                    North         East    Units  Estimated Accuracy
 LJ0300;SPC NE       -    77,320.      360,770.      MT  (+/- 180 meters Scaled)
 LJ0300
 LJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK760885(NAD 83)
 LJ0300
 LJ0300                          SUPERSEDED SURVEY CONTROL
 LJ0300
 LJ0300  NGVD 29 (??/??/92) 1000.929  (m)         3283.88   (f) ADJ UNCH    2 0
 LJ0300
 LJ0300.Superseded values are not recommended for survey control.
 LJ0300
 LJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0300.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0300
 LJ0300_MARKER: DB = BENCH MARK DISK
 LJ0300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LJ0300_SP_SET: FOOTING
 LJ0300_STAMPING: IMPERIAL 1934
 LJ0300_MARK LOGO: CGS
 LJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0300+STABILITY: SURFACE MOTION
 LJ0300
 LJ0300  HISTORY     - Date     Condition        Report By
 LJ0300  HISTORY     - 1934     MONUMENTED       CGS
 LJ0300
 LJ0300                          STATION DESCRIPTION
 LJ0300
 LJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0300'AT IMPERIAL.
 LJ0300'AT IMPERIAL, AT IMPERIAL FIRE STATION JUST IN FRONT OF IMPERIAL
 LJ0300'WATER TOWER.  IN CENTER OF FIRE ENGINE DOORWAY.  SET IN CONCRETE
 LJ0300'FOOTING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0513 ***********************************************************************
 LJ0513  DESIGNATION -  IMPERIAL KROTT SCHOREDER ELEV
 LJ0513  PID         -  LJ0513
 LJ0513  STATE/COUNTY-  NE/CHASE
 LJ0513  COUNTRY     -  US
 LJ0513  USGS QUAD   -  IMPERIAL (2017)
 LJ0513
 LJ0513                         *CURRENT SURVEY CONTROL
 LJ0513  ______________________________________________________________________
 LJ0513* NAD 83(1995) POSITION- 40 30 44.47543(N) 101 38 32.43705(W)   ADJUSTED
 LJ0513  ______________________________________________________________________
 LJ0513  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 LJ0513  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 LJ0513  HORZ ORDER      -  THIRD
 LJ0513
 LJ0513.The horizontal coordinates were established by classical geodetic methods
 LJ0513.and adjusted by the National Geodetic Survey in August 1997.
 LJ0513
 LJ0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0513.GEOID18 height accuracy estimate available here.
 LJ0513
 LJ0513.Click photographs - Photos may exist for this station.
 LJ0513
 LJ0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0513
 LJ0513. The following values were computed from the NAD 83(1995) position.
 LJ0513
 LJ0513;                    North         East     Units Scale Factor Converg.
 LJ0513;SPC NE       -    76,713.714   360,842.900   MT  0.99980757   -1 05 18.2
 LJ0513;SPC NE       -   251,684.91  1,183,865.41   sFT  0.99980757   -1 05 18.2
 LJ0513;UTM  14      - 4,487,980.719   276,132.576   MT  1.00021694   -1 43 02.0
 LJ0513
 LJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7613287980(NAD 83)
 LJ0513
 LJ0513                          SUPERSEDED SURVEY CONTROL
 LJ0513
 LJ0513  NAD 83(1986)-  40 30 44.47437(N)    101 38 32.43509(W) AD(       ) 3
 LJ0513  NAD 27      -  40 30 44.45100(N)    101 38 30.77900(W) AD(       ) 3
 LJ0513
 LJ0513.Superseded values are not recommended for survey control.
 LJ0513
 LJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0513.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0513
 LJ0513_MARKER: 65 = GRAIN ELEVATOR
 LJ0513
 LJ0513  HISTORY     - Date     Condition        Report By
 LJ0513  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0513  HISTORY     - 1958     GOOD             CGS
 LJ0513
 LJ0513                          STATION DESCRIPTION
 LJ0513
 LJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0513'THIS STATION WAS NOT DESCRIBED.  INVESTIGATION REVEALED THAT THE
 LJ0513'ELEVATOR WHICH WAS OPERATED BY THIS FIRM IN 1933 WAS THE SMALLER
 LJ0513'METAL ELEVATOR BESIDE THE RAILROAD.  TWO NEW CONCRETE ELEVATORS
 LJ0513'HAVE BEEN BUILT WHICH DWARF THE ORIGINAL STRUCTURE AND COMPLETELY
 LJ0513'BLOCK IT FROM THE NORTH AND WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0512 ***********************************************************************
 LJ0512  DESIGNATION -  IMPERIAL MUNICIPAL TANK
 LJ0512  PID         -  LJ0512
 LJ0512  STATE/COUNTY-  NE/CHASE
 LJ0512  COUNTRY     -  US
 LJ0512  USGS QUAD   -  IMPERIAL (2017)
 LJ0512
 LJ0512                         *CURRENT SURVEY CONTROL
 LJ0512  ______________________________________________________________________
 LJ0512* NAD 83(1995) POSITION- 40 31 03.62744(N) 101 38 36.92987(W)   ADJUSTED
 LJ0512  ______________________________________________________________________
 LJ0512  GEOID HEIGHT    -        -22.158 (meters)                     GEOID18
 LJ0512  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 LJ0512  HORZ ORDER      -  THIRD
 LJ0512
 LJ0512.The horizontal coordinates were established by classical geodetic methods
 LJ0512.and adjusted by the National Geodetic Survey in August 1997.
 LJ0512
 LJ0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0512.GEOID18 height accuracy estimate available here.
 LJ0512
 LJ0512.Click photographs - Photos may exist for this station.
 LJ0512
 LJ0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0512
 LJ0512. The following values were computed from the NAD 83(1995) position.
 LJ0512
 LJ0512;                    North         East     Units Scale Factor Converg.
 LJ0512;SPC NE       -    77,306.260   360,748.396   MT  0.99980598   -1 05 21.1
 LJ0512;SPC NE       -   253,628.95  1,183,555.36   sFT  0.99980598   -1 05 21.1
 LJ0512;UTM  14      - 4,488,574.510   276,044.546   MT  1.00021742   -1 43 05.5
 LJ0512
 LJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7604488574(NAD 83)
 LJ0512
 LJ0512                          SUPERSEDED SURVEY CONTROL
 LJ0512
 LJ0512  NAD 83(1986)-  40 31 03.62647(N)    101 38 36.92810(W) AD(       ) 3
 LJ0512  NAD 27      -  40 31 03.64400(N)    101 38 35.33500(W) AD(       ) 3
 LJ0512
 LJ0512.Superseded values are not recommended for survey control.
 LJ0512
 LJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0512.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0512
 LJ0512_MARKER: 53 = ELEVATED TANK
 LJ0512
 LJ0512  HISTORY     - Date     Condition        Report By
 LJ0512  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0512  HISTORY     - 1958     GOOD             CGS
 LJ0512  HISTORY     - 1969     GOOD             CGS
 LJ0512
 LJ0512                          STATION DESCRIPTION
 LJ0512
 LJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0512'THE STATION IS THE CENTER OF THE ELEVATED SILVER WATER TANK
 LJ0512'SET ON FOUR BLACK PAINTED LEGS.  IT LIES ON THE WEST SIDE OF U.S.
 LJ0512'HIGHWAY 6 IN IMPERIAL.  THE NAME IMPERIAL IS PAINTED ON THE TANK.
 LJ0512
 LJ0512                          STATION RECOVERY (1969)
 LJ0512
 LJ0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LJ0512'STATION RECOVERED IN GOOD CONDITION.
 LJ0512'
 LJ0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IMPERIAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0537 ***********************************************************************
 LJ0537  FBN         -  This is a Federal Base Network Control Station.
 LJ0537  PACS        -  This is a Primary Airport Control Station.
 LJ0537  DESIGNATION -  IMPERPORT
 LJ0537  PID         -  LJ0537
 LJ0537  STATE/COUNTY-  NE/CHASE
 LJ0537  COUNTRY     -  US
 LJ0537  USGS QUAD   -  IMPERIAL MUNICIPAL AIRPORT (2017)
 LJ0537
 LJ0537                         *CURRENT SURVEY CONTROL
 LJ0537  ______________________________________________________________________
 LJ0537* NAD 83(2011) POSITION- 40 30 35.13003(N) 101 37 17.30448(W)   ADJUSTED
 LJ0537* NAD 83(2011) ELLIP HT-   972.797 (meters)        (06/27/12)   ADJUSTED
 LJ0537* NAD 83(2011) EPOCH   -  2010.00
 LJ0537* NAVD 88 ORTHO HEIGHT -   995.01  (meters)     3264.5   (feet) GPS OBS
 LJ0537  ______________________________________________________________________
 LJ0537  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LJ0537  GEOID HEIGHT    -        -21.972 (meters)                     GEOID93
 LJ0537  GEOID HEIGHT    -        -22.198 (meters)                     GEOID18
 LJ0537  NAD 83(2011) X  -   -978,392.524 (meters)                     COMP
 LJ0537  NAD 83(2011) Y  - -4,757,304.158 (meters)                     COMP
 LJ0537  NAD 83(2011) Z  -  4,121,815.719 (meters)                     COMP
 LJ0537  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 LJ0537
 LJ0537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0537  Standards:
 LJ0537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0537  -------------------------------------------------------------------
 LJ0537  NETWORK    0.37   0.92           0.17   0.12   0.47     -0.00735083
 LJ0537  -------------------------------------------------------------------
 LJ0537  Click here for local accuracies and other accuracy information.
 LJ0537
 LJ0537.This mark is at Imperial Municipal Airport (IML)
 LJ0537
 LJ0537.The horizontal coordinates were established by GPS observations
 LJ0537.and adjusted by the National Geodetic Survey in June 2012.
 LJ0537
 LJ0537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0537.been affixed to the stable North American tectonic plate. See 
 LJ0537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0537
 LJ0537.The horizontal coordinates are valid at the epoch date displayed above
 LJ0537.which is a decimal equivalence of Year/Month/Day.
 LJ0537
 LJ0537.The orthometric height was determined by GPS observations and a
 LJ0537.high-resolution geoid model.
 LJ0537
 LJ0537.GPS derived orthometric heights for airport stations designated as
 LJ0537.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0537.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0537.not indicate centimeter accuracy relative to other marks which are
 LJ0537.part of the published vertical control network.
 LJ0537
 LJ0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0537.GEOID18 height accuracy estimate available here.
 LJ0537
 LJ0537.Click photographs - Photos may exist for this station.
 LJ0537
 LJ0537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0537
 LJ0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0537
 LJ0537.The ellipsoidal height was determined by GPS observations
 LJ0537.and is referenced to NAD 83.
 LJ0537
 LJ0537. The following values were computed from the NAD 83(2011) position.
 LJ0537
 LJ0537;                    North         East     Units Scale Factor Converg.
 LJ0537;SPC NE       -    76,392.177   362,605.632   MT  0.99980835   -1 04 28.4
 LJ0537;SPC NE       -   250,630.00  1,189,648.64   sFT  0.99980835   -1 04 28.4
 LJ0537;UTM  14      - 4,487,639.715   277,892.384   MT  1.00020727   -1 42 12.8
 LJ0537
 LJ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0537!SPC NE       -   0.99984742  x   0.99980835  =   0.99965580
 LJ0537!UTM  14      -   0.99984742  x   1.00020727  =   1.00005466
 LJ0537
 LJ0537:                Primary Azimuth Mark                     Grid Az
 LJ0537:SPC NE       -  IMPERPORT AZ MK                          325 14 11.4
 LJ0537:UTM  14      -  IMPERPORT AZ MK                          325 51 55.8
 LJ0537
 LJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7789287639(NAD 83)
 LJ0537
 LJ0537|---------------------------------------------------------------------|
 LJ0537| PID    Reference Object                     Distance      Geod. Az  |
 LJ0537|                                                           dddmmss.s |
 LJ0537| LJ0540 IMPERPORT AZ MK                     APPROX. 0.6 KM 3240943.0 |
 LJ0537|---------------------------------------------------------------------|
 LJ0537
 LJ0537                          SUPERSEDED SURVEY CONTROL
 LJ0537
 LJ0537  NAD 83(2007)-  40 30 35.12988(N)    101 37 17.30533(W) AD(2002.00) 0
 LJ0537  ELLIP H (02/10/07)  972.823  (m)                       GP(2002.00)    
 LJ0537  ELLIP H (07/10/01)  972.791  (m)                       GP(       ) 4 1
 LJ0537  NAD 83(1995)-  40 30 35.12945(N)    101 37 17.30485(W) AD(       ) B
 LJ0537  ELLIP H (06/25/96)  972.854  (m)                       GP(       ) 1 1
 LJ0537  ELLIP H (01/07/93)  972.656  (m)                       GP(       ) 4 2
 LJ0537  NAD 83(1986)-  40 30 35.12925(N)    101 37 17.30991(W) AD(       ) 1
 LJ0537  NGVD 29 (02/23/90)  994.53   (m)  RAPSU86  model used  GPS OBS        
 LJ0537
 LJ0537.Superseded values are not recommended for survey control.
 LJ0537
 LJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0537.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0537
 LJ0537_MARKER: F = FLANGE-ENCASED ROD
 LJ0537_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0537_STAMPING: IMPERPORT 1989
 LJ0537_MARK LOGO: NGS
 LJ0537_PROJECTION: RECESSED 12 CENTIMETERS
 LJ0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0537+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2020
 LJ0537_ROD/PIPE-DEPTH: 7.77 meters
 LJ0537_SLEEVE-DEPTH  : 0.93 meters
 LJ0537
 LJ0537  HISTORY     - Date     Condition        Report By
 LJ0537  HISTORY     - 1989     MONUMENTED       NGS
 LJ0537  HISTORY     - 19890615 GOOD             NGS
 LJ0537  HISTORY     - 19950809 GOOD             NGS
 LJ0537  HISTORY     - 19970803 GOOD             NGS
 LJ0537  HISTORY     - 20000501 GOOD             NGS
 LJ0537  HISTORY     - 20021016 GOOD             NGS
 LJ0537  HISTORY     - 20190715 GOOD             NEGS
 LJ0537  HISTORY     - 20200210 GOOD             NEGS
 LJ0537
 LJ0537                          STATION DESCRIPTION
 LJ0537
 LJ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0537'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) EAST-SOUTHEAST OF
 LJ0537'IMPERIAL, AT THE IMPERIAL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 LJ0537'RUNWAY AND A TURF RUNWAY.  OWNERSHIP--IMPERIAL AIRPORT AUTHORITY, 637
 LJ0537'BROADWAY, IMPERIAL, NE 69033.  THE AIRPORT MANAGER IS KEN OWENS,
 LJ0537'TELEPHONE 308-882-4988 OR 5471.
 LJ0537'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 LJ0537'HIGHWAY 61 NORTH, AT THE SOUTHEAST EDGE OF IMPERIAL.  GO NORTH ON
 LJ0537'STATE HIGHWAY 61 FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0537'RIGHT.  TURN RIGHT AND GO EAST THEN NORTH TO THE OFFICE AT THE HANGAR
 LJ0537'BUILDING OF (SILVER WINGS INT.).  CONTINUE TO THE NORTH SIDE OF THE
 LJ0537'BUILDING AND THEN MAKE WAY SOUTHEAST TO THE NORTHEAST TAXIWAY LEADING
 LJ0537'TO RUNWAY 13 THEN GO NORTHEAST ALONG THE TAXIWAY TO RUNWAY 13.  TURN
 LJ0537'RIGHT AND GO SOUTHEAST ALONG THE SOUTHWEST SIDE OF THE RUNWAY FOR 0.56
 LJ0537'KM (0.35 MI) CROSSING A TURF RUNWAY TO THE STATION ON THE RIGHT.
 LJ0537'THE STATION MARK IS 39.9 M (130.9 FT) SOUTH-SOUTHEAST OF A YELLOW
 LJ0537'RUNWAY LIGHT, 35.0 M (114.8 FT) SOUTHWEST OF THE ASPHALT RUNWAY
 LJ0537'CENTERLINE, 34.3 M (112.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 LJ0537'TURF RUNWAY AND 27.4 M (89.9 FT) WEST OF A RUNWAY LIGHT.
 LJ0537'DESCRIBED BY R.D.BALL.
 LJ0537'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0537
 LJ0537                          STATION RECOVERY (1989)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0537'THE STATION IS LOCATED NEAR THE INTERSECTION OF THE UNPAVED RUNWAY
 LJ0537'3-21 AND THE PAVED RUNWAY 13-31 AT IMPERIAL MUNI AIRPORT.  THE STATION
 LJ0537'IS 110.5 FT (33.7 M) SOUTHEAST OF A DAYMARKER CONE AT CORNER OF
 LJ0537'UNPAVED RUNWAY, 131.2 FT (40.0 M) SOUTHEAST OF A RUNWAY LIGHT AT THE
 LJ0537'SOUTHEAST EDGE OF UNPAVED RUNWAY, 115.5 FT (35.2 M) SOUTHWEST OF THE
 LJ0537'CENTERLINE OF RUNWAY 13-31, AND 89.9 FT (27.4 M) NORTHWEST OF THE
 LJ0537'SECOND RUNWAY LIGHT SOUTHEAST OF THE RUNWAY INTERSECTIONS.  THE
 LJ0537'STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH LOGO CAP FLUSH WITH
 LJ0537'THE GROUND.  THE CAP IS STAMPED IMPERPORT 1989.
 LJ0537
 LJ0537                          STATION RECOVERY (1995)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0537'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ENDERS, 0.6
 LJ0537'MI (1.0 KM) EAST-SOUTHEAST OF IMPERIAL, AT THE IMPERIAL MUNICIPAL
 LJ0537'AIRPORT AND AT THE JUNCTION OF THE PAVED AND THE TURF RUNWAY.
 LJ0537'OWNERSHIP--IMPERIAL AIRPORT AUTHORITY, 637 BROADWAY, IMPERIAL, NE
 LJ0537'69033.  AIRPORT MANAGER, STEGGS AERIAL SPRAYING, PHONE (308) 882-5121.
 LJ0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LJ0537'HIGHWAY 61 NORTH ON THE EAST EDGE OF IMPERIAL, GO NORTH ON STATE
 LJ0537'HIGHWAY 61 FOR 0.35 MI (0.56 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 LJ0537'EAST THEN NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM)
 LJ0537'TO THE APRON, CONTINUE AHEAD AND GO NORTHEAST ON THE APRON THEN A
 LJ0537'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN RIGHT AND GO
 LJ0537'SOUTHEAST ON THE PAVED RUNWAY FOR 0.3 MI (0.5 KM) CROSSING A TURF
 LJ0537'RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS 114.8 FT (35.0 M)
 LJ0537'WEST-SOUTHWEST OF THE RUNWAY CENTER, 110.5 FT (33.7 M) SOUTH-SOUTHEAST
 LJ0537'OF THE SOUTH-SOUTHEAST EDGE OF A TURF RUNWAY, 77.8 FT (23.7 M)
 LJ0537'SOUTHEAST OF THE SOUTH-SOUTHEAST END OF A DAYLIGHT RUNWAY MARKER PANEL
 LJ0537'WITH A WITNESS POST, 53.5 FT (16.3 M) WEST-SOUTHWEST OF THE WEST
 LJ0537'CORNER OF A 2 FT (0.6 M) X 2 FT (0.6 M) CONCRETE PAD, 1.3 FT (0.4 M)
 LJ0537'SOUTH OF A SHORT WITNESS POST AND 1.0 FT (0.3 M) NORTH OF A SHORT
 LJ0537'WITNESS POST.  NOTE--RUNWAY LIGHTING IS BEING UPGRADED, NO LIGHTS ARE
 LJ0537'IN PLACE AT THIS TIME.  THIS STATION WAS USED AS AN AREA NAVIGATION
 LJ0537'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LJ0537
 LJ0537                          STATION RECOVERY (1997)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0537'RECOVERED AS DESCRIBED.
 LJ0537
 LJ0537                          STATION RECOVERY (2000)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LJ0537'RECOVERED AS DESCRIBED.
 LJ0537
 LJ0537                          STATION RECOVERY (2002)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 LJ0537'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 LJ0537'CONTROL STATION.
 LJ0537
 LJ0537                          STATION RECOVERY (2019)
 LJ0537
 LJ0537'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (JN)
 LJ0537'LOGO CAP COVER IS MISSING AND WITNESS POST HAS BEEN REMOVED.
 LJ0537
 LJ0537                          STATION RECOVERY (2020)
 LJ0537
 LJ0537'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LJ0537'TO REACH FROM THE NORTHWEST JUNCTION OF US-6 AND N-61, AT IMPERIAL
 LJ0537'NE., GO NORTH ON N-61 FOR 0.33 MI (0.53 KM) TO AIRPORT DRIVEWAY.  TURN
 LJ0537'RIGHT (EAST) AND GO 0.07 MILE.  TURN LEFT (NORTH) AND GO 0.05 MI (0.08
 LJ0537'KM) TO AN APRON.  TURN RIGHT AND GO NORTHEAST ON APRON AND TAXIWAY FOR
 LJ0537'0.13 MI (0.21 KM) TO RUNWAY.  TURN RIGHT AND GO SOUTHEAST ON RUNWAY
 LJ0537'FOR 0.35 MI (0.56 KM) TO THE MARK ON THE RIGHT (SOUTHWEST) SIDE OF
 LJ0537'RUNWAY.
 LJ0537'
 LJ0537'IT IS 1.3 FT (0.4 M) SOUTH OF A BROKEN OFF FIBERGLASS WITNESS POST,
 LJ0537'114.8 FT (35.0 M) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 55.2 FT
 LJ0537'(16.8 M) WEST-SOUTHWEST OF A RUNWAY LIGHT, 1.0 FT (0.3 M) NORTH OF A
 LJ0537'BROKEN-OFF FIBERGLASS WITNESS POST AND 110 FT (33.5 M) SOUTHEAST OF
 LJ0537'THE SOUTHEAST EDGE OF THE GRASS RUNWAY.  THE LOGO CAP IS 0.3 FT (9 CM)
 LJ0537'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0540 ***********************************************************************
 LJ0540  SACS        -  This is a Secondary Airport Control Station.
 LJ0540  DESIGNATION -  IMPERPORT AZ MK
 LJ0540  PID         -  LJ0540
 LJ0540  STATE/COUNTY-  NE/CHASE
 LJ0540  COUNTRY     -  US
 LJ0540  USGS QUAD   -  IMPERIAL (2017)
 LJ0540
 LJ0540                         *CURRENT SURVEY CONTROL
 LJ0540  ______________________________________________________________________
 LJ0540* NAD 83(2011) POSITION- 40 30 49.60441(N) 101 37 31.00191(W)   ADJUSTED
 LJ0540* NAD 83(2011) ELLIP HT-   974.516 (meters)        (06/27/12)   ADJUSTED
 LJ0540* NAD 83(2011) EPOCH   -  2010.00
 LJ0540* NAVD 88 ORTHO HEIGHT -   996.72  (meters)     3270.1   (feet) GPS OBS
 LJ0540  ______________________________________________________________________
 LJ0540  NAVD 88 orthometric height was determined with an earlier geoid model
 LJ0540  GEOID HEIGHT    -        -22.186 (meters)                     GEOID18
 LJ0540  NAD 83(2011) X  -   -978,650.251 (meters)                     COMP
 LJ0540  NAD 83(2011) Y  - -4,756,956.331 (meters)                     COMP
 LJ0540  NAD 83(2011) Z  -  4,122,156.328 (meters)                     COMP
 LJ0540  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 LJ0540
 LJ0540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0540  Standards:
 LJ0540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0540  -------------------------------------------------------------------
 LJ0540  NETWORK    0.50   0.96           0.23   0.17   0.49     -0.00784208
 LJ0540  -------------------------------------------------------------------
 LJ0540  Click here for local accuracies and other accuracy information.
 LJ0540
 LJ0540.This mark is at Imperial Municipal Airport (IML)
 LJ0540
 LJ0540.The horizontal coordinates were established by GPS observations
 LJ0540.and adjusted by the National Geodetic Survey in June 2012.
 LJ0540
 LJ0540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0540.been affixed to the stable North American tectonic plate. See 
 LJ0540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0540
 LJ0540.The horizontal coordinates are valid at the epoch date displayed above
 LJ0540.which is a decimal equivalence of Year/Month/Day.
 LJ0540
 LJ0540.The orthometric height was determined by GPS observations and a
 LJ0540.high-resolution geoid model.
 LJ0540
 LJ0540.GPS derived orthometric heights for airport stations designated as
 LJ0540.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0540.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0540.not indicate centimeter accuracy relative to other marks which are
 LJ0540.part of the published vertical control network.
 LJ0540
 LJ0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0540.GEOID18 height accuracy estimate available here.
 LJ0540
 LJ0540.Click photographs - Photos may exist for this station.
 LJ0540
 LJ0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0540
 LJ0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0540
 LJ0540.The ellipsoidal height was determined by GPS observations
 LJ0540.and is referenced to NAD 83.
 LJ0540
 LJ0540. The following values were computed from the NAD 83(2011) position.
 LJ0540
 LJ0540;                    North         East     Units Scale Factor Converg.
 LJ0540;SPC NE       -    76,844.538   362,291.660   MT  0.99980714   -1 04 37.4
 LJ0540;SPC NE       -   252,114.12  1,188,618.55   sFT  0.99980714   -1 04 37.4
 LJ0540;UTM  14      - 4,488,095.679   277,583.273   MT  1.00020897   -1 42 22.2
 LJ0540
 LJ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0540!SPC NE       -   0.99984715  x   0.99980714  =   0.99965432
 LJ0540!UTM  14      -   0.99984715  x   1.00020897  =   1.00005609
 LJ0540
 LJ0540:                Primary Azimuth Mark                     Grid Az
 LJ0540:SPC NE       -  IMPERPORT                                145 14 11.5
 LJ0540:UTM  14      -  IMPERPORT                                145 51 56.3
 LJ0540
 LJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7758388095(NAD 83)
 LJ0540
 LJ0540|---------------------------------------------------------------------|
 LJ0540| PID    Reference Object                     Distance      Geod. Az  |
 LJ0540|                                                           dddmmss.s |
 LJ0540| LJ0537 IMPERPORT                           APPROX. 0.6 KM 1440934.1 |
 LJ0540|---------------------------------------------------------------------|
 LJ0540
 LJ0540                          SUPERSEDED SURVEY CONTROL
 LJ0540
 LJ0540  NAD 83(2007)-  40 30 49.60426(N)    101 37 31.00276(W) AD(2002.00) 0
 LJ0540  ELLIP H (02/10/07)  974.543  (m)                       GP(2002.00)    
 LJ0540  ELLIP H (01/02/02)  974.511  (m)                       GP(       ) 4 2
 LJ0540  NAD 83(1995)-  40 30 49.60383(N)    101 37 31.00228(W) AD(       ) 1
 LJ0540  ELLIP H (09/17/98)  974.574  (m)                       GP(       ) 4 2
 LJ0540  NAD 83(1995)-  40 30 49.60418(N)    101 37 31.00312(W) AD(       ) 3
 LJ0540  ELLIP H (08/18/97)  974.528  (m)                       GP(       ) 4 1
 LJ0540  ELLIP H (01/07/93)  974.368  (m)                       GP(       ) 4 2
 LJ0540  NAD 83(1986)-  40 30 49.60329(N)    101 37 31.00758(W) AD(       ) 3
 LJ0540  NGVD 29 (02/23/90)  996.27   (m)  RAPSU86  model used  GPS OBS        
 LJ0540
 LJ0540.Superseded values are not recommended for survey control.
 LJ0540
 LJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0540.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0540
 LJ0540_MARKER: F = FLANGE-ENCASED ROD
 LJ0540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0540_STAMPING: IMPERPORT AZ MK 1989
 LJ0540_MARK LOGO: NGS
 LJ0540_PROJECTION: FLUSH
 LJ0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0540+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 LJ0540_ROD/PIPE-DEPTH: 8.01 meters
 LJ0540_SLEEVE-DEPTH  : 0.93 meters
 LJ0540
 LJ0540  HISTORY     - Date     Condition        Report By
 LJ0540  HISTORY     - 1989     MONUMENTED       NGS
 LJ0540  HISTORY     - 19890615 GOOD             NGS
 LJ0540  HISTORY     - 19950809 GOOD             NGS
 LJ0540  HISTORY     - 19970803 GOOD             NGS
 LJ0540  HISTORY     - 20200226 GOOD             NEGS
 LJ0540
 LJ0540                          STATION DESCRIPTION
 LJ0540
 LJ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0540'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) EAST-SOUTHEAST OF
 LJ0540'IMPERIAL, AT THE IMPERIAL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 LJ0540'RUNWAY END 13 AND A TAXIWAY.  OWNERSHIP--IMPERIAL AIRPORT AUTHORITY,
 LJ0540'637 BROADWAY, IMPERIAL, NE 69033.  THE AIRPORT MANAGER IS KEN OWENS,
 LJ0540'TELEPHONE 308-882-4988 OR 5471.
 LJ0540'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 LJ0540'HIGHWAY 61 NORTH, AT THE SOUTHEAST EDGE OF IMPERIAL.  GO NORTH ON
 LJ0540'STATE HIGHWAY 61 FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0540'RIGHT.  TURN RIGHT AND GO EAST THEN NORTH TO THE OFFICE AT THE HANGAR
 LJ0540'BUILDING OF (SILVER WINGS INT.).  CONTINUE TO THE NORTH SIDE OF THE
 LJ0540'BUILDING AND THEN MAKE WAY SOUTHEAST TO THE NORTHEAST TAXIWAY LEADING
 LJ0540'TO RUNWAY 13 THEN GO NORTHEAST ALONG THE TAXIWAY TO RUNWAY 13 AND THE
 LJ0540'STATION ON THE RIGHT.
 LJ0540'THE AZIMUTH MARK IS 30.0 M (98.4 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 LJ0540'CENTERLINE, 18.2 M (59.7 FT) SOUTH-SOUTHEAST OF THE TAXIWAY CENTERLINE
 LJ0540'AND 3.2 M (10.5 FT) SOUTH OF THE MIDDLE 1 OF 3 PURPLE RUNWAY LIGHTS.
 LJ0540'DESCRIBED BY R.D.BALL.
 LJ0540'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0540
 LJ0540                          STATION RECOVERY (1989)
 LJ0540
 LJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0540'THE STATION IS LOCATED AT THE NORTHWEST END OF THE IMPERIAL MUNI
 LJ0540'AIRPORT NEAR THE RUNWAY END OF 13.  THE STATION IS 59.9 FT (18.3 M)
 LJ0540'SOUTHEAST OF THE TAXIWAY CENTERLINE, 98.7 FT (30.1 M) SOUTHWEST OF THE
 LJ0540'CENTERLINE OF THE RUNWAY, 36.4 FT (11.1 M) WEST OF THE FIRST RUNWAY
 LJ0540'LIGHT SOUTHEAST OF THE RUNWAY END, AND 27.6 FT (8.4 M) EAST OF THE
 LJ0540'TAXIWAY LIGHT JUST EAST OF THE HOLDBAR.  THE STATION IS A STAINLESS
 LJ0540'STEEL ROD SET IN A 5 INCH LOGO CAP FLUSH WITH THE GROUND, THE CAP IS
 LJ0540'STAMPED IMPERPORT AZ MK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 LJ0540'HORIZONTAL (NOT VERTICAL) STABILITY.
 LJ0540
 LJ0540                          STATION RECOVERY (1995)
 LJ0540
 LJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0540'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ENDERS, 0.6
 LJ0540'MI (1.0 KM) EAST-SOUTHEAST OF IMPERIAL, AT THE IMPERIAL MUNICIPAL
 LJ0540'AIRPORT AND AT THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTOR
 LJ0540'TAXIWAY.  OWNERSHIP--IMPERIAL AIRPORT AUTHORITY, 637 BROADWAY,
 LJ0540'IMPERIAL NE 69033.  AIRPORT MANAGER, STEGGS AERIAL SPRAYING, PHONE
 LJ0540'(308) 882-5121.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 LJ0540'6 AND STATE HIGHWAY 61 NORTH ON THE EAST EDGE OF IMPERIAL, GO NORTH ON
 LJ0540'STATE HIGHWAY 61 FOR 0.35 MI (0.56 KM) TO A ROAD RIGHT, TURN RIGHT AND
 LJ0540'GO EAST THEN NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 LJ0540'KM) TO THE APRON, CONTINUE AHEAD AND GO NORTHEAST ON THE APRON THEN A
 LJ0540'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 LJ0540'THE STATION IS 98.4 FT (30.0 M) WEST-SOUTHWEST OF THE RUNWAY CENTER,
 LJ0540'59.7 FT (18.2 M) SOUTH-SOUTHEAST OF THE TAXIWAY CENTER AND 10.5 FT
 LJ0540'(3.2 M) SOUTH OF A TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 LJ0540
 LJ0540                          STATION RECOVERY (1997)
 LJ0540
 LJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0540'RECOVERED AS DESCRIBED.
 LJ0540
 LJ0540                          STATION RECOVERY (2020)
 LJ0540
 LJ0540'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LJ0540'TO REACH FROM THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 61 (IN
 LJ0540'SOUTHEAST IMPERIAL), GO NORTH ON 61 FOR 0.35 MI (0.56 KM) TO E. SECOND
 LJ0540'STREET.  TURN RIGHT (EAST) AT THE AIRPORT (IMPERIAL MUNICIPAL
 LJ0540'AIRPORT).  GO EAST THEN NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1
 LJ0540'MI (0.2 KM) TO THE APRON.  CONTINUE AHEAD AND GO NORTHEAST ON THE
 LJ0540'APRON THEN A TAXIWAY CONNECTOR FOR 0.1 MI (0.2 KM) TO THE STATION ON
 LJ0540'THE RIGHT (SOUTHEAST).
 LJ0540'
 LJ0540'IT IS 98.4 FT (30.0 M) SOUTHWEST OF THE RUNWAY 13-31 CENTERLINE AND 69
 LJ0540'FT (21.0 M) SOUTHEAST OF THE TAXIWAY CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0905 ***********************************************************************
 MK0905  DESIGNATION -  INDIAN
 MK0905  PID         -  MK0905
 MK0905  STATE/COUNTY-  NE/SAUNDERS
 MK0905  COUNTRY     -  US
 MK0905  USGS QUAD   -  NORTH BEND (2017)
 MK0905
 MK0905                         *CURRENT SURVEY CONTROL
 MK0905  ______________________________________________________________________
 MK0905* NAD 83(1995) POSITION- 41 25 52.59114(N) 096 46 59.33384(W)   ADJUSTED
 MK0905* NAVD 88 ORTHO HEIGHT -   448.593 (meters)     1471.76  (feet) ADJUSTED
 MK0905  ______________________________________________________________________
 MK0905  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 MK0905  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 MK0905  DYNAMIC HEIGHT  -        448.401 (meters)     1471.13  (feet) COMP
 MK0905  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 MK0905
 MK0905  HORZ ORDER      -  FIRST
 MK0905  VERT ORDER      -  SECOND    CLASS 0
 MK0905
 MK0905.The horizontal coordinates were established by classical geodetic methods
 MK0905.and adjusted by the National Geodetic Survey in August 1997.
 MK0905
 MK0905.The orthometric height was determined by differential leveling and
 MK0905.adjusted by the NATIONAL GEODETIC SURVEY
 MK0905.in June 1991.
 MK0905
 MK0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0905.GEOID18 height accuracy estimate available here.
 MK0905
 MK0905.Click photographs - Photos may exist for this station.
 MK0905
 MK0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0905
 MK0905.The dynamic height is computed by dividing the NAVD 88
 MK0905.geopotential number by the normal gravity value computed on the
 MK0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0905.degrees latitude (g = 980.6199 gals.).
 MK0905
 MK0905.The modeled gravity was interpolated from observed gravity values.
 MK0905
 MK0905. The following values were computed from the NAD 83(1995) position.
 MK0905
 MK0905;                    North         East     Units Scale Factor Converg.
 MK0905;SPC NE       -   182,411.682   768,724.978   MT  0.99965944   +2 07 54.5
 MK0905;SPC NE       -   598,462.33  2,522,058.53   sFT  0.99965944   +2 07 54.5
 MK0905;UTM  14      - 4,589,006.304   685,225.891   MT  1.00002224   +1 28 02.5
 MK0905
 MK0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0905!SPC NE       -   0.99993376  x   0.99965944  =   0.99959322
 MK0905!UTM  14      -   0.99993376  x   1.00002224  =   0.99995600
 MK0905
 MK0905:                Primary Azimuth Mark                     Grid Az
 MK0905:SPC NE       -  ROGERS MUNICIPAL TANK                    285 48 50.7
 MK0905:UTM  14      -  ROGERS MUNICIPAL TANK                    286 28 42.7
 MK0905
 MK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8522589006(NAD 83)
 MK0905
 MK0905|---------------------------------------------------------------------|
 MK0905| PID    Reference Object                     Distance      Geod. Az  |
 MK0905|                                                           dddmmss.s |
 MK0905| MK0907 INDIAN RM 1                          63.910 METERS 12923     |
 MK0905| MK0906 INDIAN RM 2                          49.886 METERS 19123     |
 MK0905| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.23.3 KM 2745109.5 |
 MK0905| MK1860 SCHUYLER SMOKESTACK                 APPROX.23.1 KM 2751538.3 |
 MK0905| MK1859 SCHUYLER STANDPIPE                  APPROX.23.1 KM 2751620.3 |
 MK0905| MK2111 ROGERS MUNICIPAL TANK               APPROX.11.7 KM 2875645.2 |
 MK0905|---------------------------------------------------------------------|
 MK0905
 MK0905                          SUPERSEDED SURVEY CONTROL
 MK0905
 MK0905  NAD 83(1986)-  41 25 52.59917(N)    096 46 59.33503(W) AD(       ) 1
 MK0905  NAD 27      -  41 25 52.58059(N)    096 46 58.23064(W) AD(       ) 1
 MK0905  NGVD 29 (??/??/92)  448.442  (m)         1471.26   (f) ADJ UNCH    2 0
 MK0905  NGVD 29             448.44   (m)         1471.3    (f) LEVELING    3  
 MK0905
 MK0905.Superseded values are not recommended for survey control.
 MK0905
 MK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0905.See file dsdata.pdf to determine how the superseded data were derived.
 MK0905
 MK0905_MARKER: DS = TRIANGULATION STATION DISK
 MK0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0905_STAMPING: INDIAN 1930
 MK0905_MARK LOGO: CGS
 MK0905_PROJECTION: FLUSH
 MK0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0905+STABILITY: SURFACE MOTION
 MK0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0905+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2013
 MK0905
 MK0905  HISTORY     - Date     Condition        Report By
 MK0905  HISTORY     - 1930     MONUMENTED       CGS
 MK0905  HISTORY     - 1935     GOOD             NEGS
 MK0905  HISTORY     - 1950     GOOD             CGS
 MK0905  HISTORY     - 1968     GOOD             USGS
 MK0905  HISTORY     - 20131125 GOOD             INDIV
 MK0905
 MK0905                          STATION DESCRIPTION
 MK0905
 MK0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK0905'THIS STATION IS ABOUT 3/4 MILE W AND 1/4 MILE S OF THE TOWN OF
 MK0905'MORSE BLUFF, IN NW 1/4 OF SEC. 19, T 17 N, R 6 E, ON HILL
 MK0905'LOCALLY KNOWN AS INDIAN PEAK, WHICH IS IN PASTURE LAND OWNED
 MK0905'BY ADOLF HAVELKA WHO LIVES ABOUT 1/8 MILE SE OF THE STATION.
 MK0905'THE STATION IS ON THE HIGHEST POINT OF THE KNOLL AND THE
 MK0905'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AT A POINT 49
 MK0905'METERS N OF A FENCE LINE.
 MK0905'
 MK0905'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK0905'DISKS SET IN CONCRETE.
 MK0905'
 MK0905'REFERENCE MARK NO. 1 IS LOCATED IN A FENCE CORNER ABOUT 250
 MK0905'YARDS NW OF MR. HAVELKAS HOUSE.  IT IS 0.60 METER S OF THE
 MK0905'SAME FENCE LINE GIVEN IN REFERENCE TO THE STATION AND 0.60
 MK0905'METER W OF A FENCE.  THE DISTANCE TO THE STATION IS 63.91 METERS.
 MK0905'REFERENCE MARK NO. 2 IS IN A FENCE LINE ABOUT 60 METERS W OF
 MK0905'REFERENCE MARK NO. 1 AND 49.94 METERS S OF THE STATION.
 MK0905'
 MK0905'TO REACH FROM MORSE BLUFF GO W 1 BLOCK FROM THE BANK OF MORSE
 MK0905'BLUFF.  TURN S AND FOLLOW MAIN-GRAVELED ROAD ABOUT 1/3 MILE
 MK0905'TO TOP OF HILL AND A GATE AT THE RIGHT.  GO THROUGH GATE AND
 MK0905'FOLLOW ROAD ABOUT 0.6 MILE TO MR. HAVELAKS HOUSE.
 MK0905'
 MK0905'HEIGHT OF SIGNAL ABOVE STATION MARK - 10 METERS.
 MK0905
 MK0905                          STATION RECOVERY (1935)
 MK0905
 MK0905'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK0905'STATION RECOVERED IN GOOD CONDITION.  UPPER MARK PROJECTS ABOUT
 MK0905'3 INCHES ABOVE GROUND.
 MK0905'
 MK0905'I FOUND THE STATION MARK TO BE 156 FEET (SLOPE DISTANCE),
 MK0905'RATHER THAN 49 METERS (161 FEET), N OF A FENCE LINE.  ALL
 MK0905'OTHER DETAILS OF THE DESCRIPTION OF THE STATION AND REFERENCE
 MK0905'MARKS WERE FOUND TO BE CORRECT.
 MK0905
 MK0905                          STATION RECOVERY (1950)
 MK0905
 MK0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0905'1 MI SW FROM MORSE BLUFF.
 MK0905'1 BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE AT MORSE
 MK0905'BLUFF, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 79, THENCE
 MK0905'0.65 MILE WEST ALONG A PRIVATE ROAD, 600 FEET NORTHWEST OF THE
 MK0905'ADOLF HAVELKA FARMHOUSE, ON THE HIGHEST POINT OF A HILL, 159 FEET
 MK0905'NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE
 MK0905'POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 MK0905
 MK0905                          STATION RECOVERY (1968)
 MK0905
 MK0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 MK0905'THE STATION MARK R.M. 1, AND R.M. 2 WERE FOUND IN GOOD CONDITION
 MK0905'AS DESCRIBED.  THE STATION MARK PROJECTS 14 INCHES ABOVE
 MK0905'GROUND -- DISTANCE AND DIRECTION TO R.M. 1 WERE NOT CHECKED
 MK0905'BECAUSE CEDAR TREES WERE ON THE LINE OF SIGHT.  OTHERWISE, THE
 MK0905'OLD DESCRIPTION IS ADEQUATE.
 MK0905
 MK0905                          STATION RECOVERY (2013)
 MK0905
 MK0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (MFT)
 MK0905'PERFORMED A CHECK OF INDIAN BY OCCUPYING PID DG9082 (NORTHBEND RESET)
 MK0905'AND FOUND RESULTANT CO-ORDINATES AND ELEVATION OF INDIAN AT RECORD
 MK0905'VALUES. ***EUSEOMAUSACE=AGENCY CODE OF PROVIDER***
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1368 ***********************************************************************
 LF1368  DESIGNATION -  INDIAN
 LF1368  PID         -  LF1368
 LF1368  STATE/COUNTY-  NE/RICHARDSON
 LF1368  COUNTRY     -  US
 LF1368  USGS QUAD   -  BARADA (2017)
 LF1368
 LF1368                         *CURRENT SURVEY CONTROL
 LF1368  ______________________________________________________________________
 LF1368* NAD 83(1995) POSITION- 40 14 39.38651(N) 095 31 15.07112(W)   ADJUSTED
 LF1368* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 LF1368  ______________________________________________________________________
 LF1368  GEOID HEIGHT    -        -30.506 (meters)                     GEOID18
 LF1368  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 LF1368  HORZ ORDER      -  SECOND
 LF1368
 LF1368.The horizontal coordinates were established by classical geodetic methods
 LF1368.and adjusted by the National Geodetic Survey in August 1997.
 LF1368
 LF1368.The orthometric height was scaled from a topographic map.
 LF1368
 LF1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1368.GEOID18 height accuracy estimate available here.
 LF1368
 LF1368.Click photographs - Photos may exist for this station.
 LF1368
 LF1368.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1368
 LF1368. The following values were computed from the NAD 83(1995) position.
 LF1368
 LF1368;                    North         East     Units Scale Factor Converg.
 LF1368;SPC NE       -    55,497.510   880,916.075   MT  0.99989850   +2 58 05.9
 LF1368;SPC NE       -   182,078.08  2,890,138.82   sFT  0.99989850   +2 58 05.9
 LF1368;UTM  15      - 4,457,918.290   285,577.879   MT  1.00016601   -1 37 45.2
 LF1368
 LF1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1368!SPC NE       -   0.99994626  x   0.99989850  =   0.99984477
 LF1368!UTM  15      -   0.99994626  x   1.00016601  =   1.00011226
 LF1368
 LF1368:                Primary Azimuth Mark                     Grid Az
 LF1368:SPC NE       -  CRAIG MUNICIPAL TANK                     112 01 22.4
 LF1368:UTM  15      -  CRAIG MUNICIPAL TANK                     116 37 13.5
 LF1368
 LF1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8557757918(NAD 83)
 LF1368
 LF1368|---------------------------------------------------------------------|
 LF1368| PID    Reference Object                     Distance      Geod. Az  |
 LF1368|                                                           dddmmss.s |
 LF1368| LF1342 CRAIG MUNICIPAL TANK                APPROX.14.0 KM 1145928.3 |
 LF1368| CL7155 INDIAN RM 1                          10.839 METERS 21750     |
 LF1368| CL7154 INDIAN AZ MK                                       2192120.4 |
 LF1368| CL7156 INDIAN RM 2                           9.696 METERS 34857     |
 LF1368|---------------------------------------------------------------------|
 LF1368
 LF1368                          SUPERSEDED SURVEY CONTROL
 LF1368
 LF1368  NAD 83(1986)-  40 14 39.39223(N)    095 31 15.06700(W) AD(       ) 2
 LF1368  NAD 27      -  40 14 39.39700(N)    095 31 14.12800(W) AD(       ) 2
 LF1368
 LF1368.Superseded values are not recommended for survey control.
 LF1368
 LF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1368.See file dsdata.pdf to determine how the superseded data were derived.
 LF1368
 LF1368_MARKER: DS = TRIANGULATION STATION DISK
 LF1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1368_STAMPING: INDIAN 1947
 LF1368_MARK LOGO: CGS
 LF1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1368+STABILITY: SURFACE MOTION
 LF1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1368+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2008
 LF1368
 LF1368  HISTORY     - Date     Condition        Report By
 LF1368  HISTORY     - 1947     MONUMENTED       CGS
 LF1368  HISTORY     - 20080909 GOOD             INDIV
 LF1368
 LF1368                          STATION DESCRIPTION
 LF1368
 LF1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1368'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF SHUBERT, ON THE
 LF1368'FIRST RIDGE ABOVE INDIAN CAVE HOLLOW, ALONG THE WEST SIDE OF THE
 LF1368'MISSOURI RIVER.  IT IS ABOUT 100 YARDS FROM THE END OF THE RIDGE,
 LF1368'AT A POINT WHERE THE RIDGE CURVES FROM THE NORTHWEST TO THE
 LF1368'SOUTHWEST AND A SMALLER AND LOWER RIDGE LEADS TO THE EAST, 7
 LF1368'FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4
 LF1368'INCHES AND THE DISK IS STAMPED INDIAN 1947.
 LF1368'
 LF1368'REFERENCE MARK NO. 1 IS 35.56 FEET SOUTHWEST OF THE STATION.  THE
 LF1368'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED INDIAN 1947 NO 1.
 LF1368'
 LF1368'REFERENCE MARK NO.2 IS 31.81 FEET NORTH-NORTHWEST OF THE STATION,
 LF1368'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NO2 INDIAN 1947.
 LF1368'
 LF1368'AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE STATION, ALONG
 LF1368'THE EASTERLY EDGE OF RIDGE, 49 FEET NORTH OF A LARGE OAK TREE
 LF1368'WITH A TRIANGLE BLAZE AND 2 FEET NORTH-NORTHWEST OF A WITNESS
 LF1368'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LF1368'INDIAN 1947.
 LF1368'
 LF1368'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 54 AND 67 ABOUT
 LF1368'0.5 MILE SOUTHEAST OF SHUBERT, GO EAST ON GRAVELED ROAD FOR
 LF1368'4.0 MILES TO WHERE GRAVELED ROAD TURNS RIGHT, CONTINUE STRAIGHT
 LF1368'AHEAD FOR 3.2 MILES, TURN LEFT (NORTH) FOR 0.25 MILE, TURN RIGHT
 LF1368'WITH MAIN ROAD FOR 1.05 MILES TO A WIRE GATE ON THE LEFT WHERE
 LF1368'ROAD CURVES TO THE RIGHT, TURN LEFT THROUGH GATE ACROSS NARROW
 LF1368'FIELD AND FOLLOW TRACK ROAD NORTHERLY ALONG THE EAST EDGE OF
 LF1368'FIELD, THROUGH WOODS AND ALONG THE EAST EDGE OF SECOND FIELD
 LF1368'FOR 0.3 MILE TO A 8 INCH HICKORY TREE WITH A TRIANGLE BLAZE,
 LF1368'TURN RIGHT ACROSS SADDLE AND FOLLOW NORTHERLY ALONG NARROW RIDGE
 LF1368'FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT, CONTINUE ON 0.1 MILE
 LF1368'TO THE STATION AS DESCRIBED.
 LF1368'
 LF1368'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LF1368
 LF1368                          STATION RECOVERY (2008)
 LF1368
 LF1368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TLG)
 LF1368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1054 ***********************************************************************
 LG1054  DESIGNATION -  INDIAN
 LG1054  PID         -  LG1054
 LG1054  STATE/COUNTY-  NE/GAGE
 LG1054  COUNTRY     -  US
 LG1054  USGS QUAD   -  PICKRELL (2017)
 LG1054
 LG1054                         *CURRENT SURVEY CONTROL
 LG1054  ______________________________________________________________________
 LG1054* NAD 83(1995) POSITION- 40 27 54.99729(N) 096 44 21.82615(W)   ADJUSTED
 LG1054* NAVD 88 ORTHO HEIGHT -   442.68  (+/-2cm)     1452.4   (feet) VERTCON
 LG1054  ______________________________________________________________________
 LG1054  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 LG1054  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 LG1054  HORZ ORDER      -  SECOND
 LG1054  VERT ORDER      -  THIRD ? (See Below)
 LG1054
 LG1054.The horizontal coordinates were established by classical geodetic methods
 LG1054.and adjusted by the National Geodetic Survey in August 1997.
 LG1054
 LG1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1054
 LG1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1054.GEOID18 height accuracy estimate available here.
 LG1054
 LG1054.The vertical order pertains to the NGVD 29 superseded value.
 LG1054
 LG1054.Click photographs - Photos may exist for this station.
 LG1054
 LG1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1054
 LG1054. The following values were computed from the NAD 83(1995) position.
 LG1054
 LG1054;                    North         East     Units Scale Factor Converg.
 LG1054;SPC NE       -    75,378.254   776,421.788   MT  0.99982199   +2 09 38.9
 LG1054;SPC NE       -   247,303.49  2,547,310.48   sFT  0.99982199   +2 09 38.9
 LG1054;UTM  14      - 4,481,854.945   691,656.348   MT  1.00005217   +1 28 03.2
 LG1054
 LG1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1054!SPC NE       -   0.99993473  x   0.99982199  =   0.99975673
 LG1054!UTM  14      -   0.99993473  x   1.00005217  =   0.99998690
 LG1054
 LG1054:                Primary Azimuth Mark                     Grid Az
 LG1054:SPC NE       -  INDIAN RM 8 AZIMUTH                      196 12 30.1
 LG1054:UTM  14      -  INDIAN RM 8 AZIMUTH                      196 54 05.8
 LG1054
 LG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9165681854(NAD 83)
 LG1054
 LG1054|---------------------------------------------------------------------|
 LG1054| PID    Reference Object                     Distance      Geod. Az  |
 LG1054|                                                           dddmmss.s |
 LG1054| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 5.7 KM 0293729.6 |
 LG1054| CL7157 INDIAN RM 3                          27.590 METERS 04901     |
 LG1054| CL7158 INDIAN RM 4                          39.478 METERS 11520     |
 LG1054| LG1055 PICKRELL COOP GRAIN ELEVATOR        APPROX. 9.6 KM 1733742.4 |
 LG1054| CL7162 INDIAN RM 8 AZIMUTH                                1982209.0 |
 LG1054| DR3754 INDIAN AZ MK                                       1992629.8 |
 LG1054| CL7159 INDIAN RM 5                          36.021 METERS 20107     |
 LG1054| DR3755 INDIAN RM 1                          25.253 METERS 22955     |
 LG1054| LG1087 ST PAUL EVAN LUTHERAN CHURCH        APPROX. 8.5 KM 2322207.6 |
 LG1054| CL7161 INDIAN RM 7                          20.336 METERS 27515     |
 LG1054| DR3756 INDIAN RM 2                          22.764 METERS 32231     |
 LG1054| CL7160 INDIAN RM 6                          36.607 METERS 35901     |
 LG1054|---------------------------------------------------------------------|
 LG1054
 LG1054                          SUPERSEDED SURVEY CONTROL
 LG1054
 LG1054  NAD 83(1986)-  40 27 55.00521(N)    096 44 21.82361(W) AD(       ) 2
 LG1054  NAD 27      -  40 27 54.99700(N)    096 44 20.73600(W) AD(       ) 2
 LG1054  NGVD 29             442.56   (m)         1452.0    (f) LEVELING    3  
 LG1054
 LG1054.Superseded values are not recommended for survey control.
 LG1054
 LG1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1054.See file dsdata.pdf to determine how the superseded data were derived.
 LG1054
 LG1054_MARKER: DS = TRIANGULATION STATION DISK
 LG1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1054_STAMPING: INDIAN 1947
 LG1054_MARK LOGO: CGS
 LG1054_PROJECTION: FLUSH
 LG1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1054+STABILITY: SURFACE MOTION
 LG1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1054+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG1054
 LG1054  HISTORY     - Date     Condition        Report By
 LG1054  HISTORY     - 1947     MONUMENTED       CGS
 LG1054  HISTORY     - 1961     GOOD             CGS
 LG1054  HISTORY     - 1962     GOOD             CGS
 LG1054  HISTORY     - 1964     GOOD             CGS
 LG1054  HISTORY     - 1969     GOOD             CGS
 LG1054  HISTORY     - 1973     GOOD             NGS
 LG1054  HISTORY     - 1977     GOOD             NEDR
 LG1054  HISTORY     - 20170202 GOOD             INDIV
 LG1054  HISTORY     - 20170202 GOOD             INDIV
 LG1054
 LG1054                          STATION DESCRIPTION
 LG1054
 LG1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1054'THE STATION IS LOCATED 14 MILES NORTH OF BEATRICE AT THE JUNCTION
 LG1054'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 41.  IT IS 50 FEET NORTH OF
 LG1054'THE CENTER OF U.S. HIGHWAY 77, 28 FEET SOUTH OF THE CENTER OF
 LG1054'STATE HIGHWAY 41 AND 51.5 FEET WEST OF A POWER LINE POLE.  IT IS
 LG1054'STAMPED INDIAN 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1054'
 LG1054'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF U.S.
 LG1054'HIGHWAY 77.  IT IS STAMPED INDIAN NO 1 1947 AND IS FLUSH WITH THE
 LG1054'SURFACE OF THE GROUND.
 LG1054'
 LG1054'REFERENCE MARK NO. 2 IS ABOUT 3 FEET HIGHER THAN THE STATION.  IT
 LG1054'IS 32.5 FEET NORTH OF STATE HIGHWAY 41, 1 FOOT SOUTH OF AN
 LG1054'EAST-WEST FENCE LINE AND 2 FEET EAST OF A 4-INCH SQUARE WHITE
 LG1054'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED INDIAN NO 2
 LG1054'1947 AND PROJECTS 4 INCHES.
 LG1054'
 LG1054'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 34.5 FEET EAST OF THE
 LG1054'CENTER OF U.S. HIGHWAY 77, 1 FOOT WEST OF A NORTH-SOUTH FENCE
 LG1054'LINE AND 2 FEET NORTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1054'POST PROJECTING 2 FEET.  IT IS STAMPED INDIAN 1947 AND PROJECTS
 LG1054'4 INCHES.
 LG1054'
 LG1054'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY 77
 LG1054'AND STATE HIGHWAYS 3 AND 4 IN THE CENTER OF BEATRICE, GO NORTH ON
 LG1054'U.S. HIGHWAY 77 FOR 14.0 MILES TO THE AZIMUTH MARK ON THE RIGHT
 LG1054'AS DESCRIBED.  CONTINUE ON U.S. HIGHWAY 77 NORTH FOR 0.3 MILE TO
 LG1054'THE JUNCTION WITH STATE HIGHWAY 41 AND THE MARK ON THE LEFT.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 10 FEET.
 LG1054'
 LG1054'A 47 FOOT SIGNAL AT PICKRELL IS VISIBLE AT 10 FEET.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT SNAKE IS V.G.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT SOAP IS V.G.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 10 FEET
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT COURTLAND IS VISIBLE AT 10 FEET
 LG1054'
 LG1054'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1054
 LG1054                          STATION RECOVERY (1961)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1054'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1054'RECOVERED IN GOOD CONDITION.  THE LOCATION AND DESCRIPTION TO
 LG1054'REACH THE STATION WAS FOUND TO BE ADEQUATE.  DUE TO HIGHWAY
 LG1054'CHANGES REFERENCE MARK 1 IS NOW BELOW GROUND LEVEL AND REFERENCE
 LG1054'MARK 3 WAS SET.  ALL MARKS ARE STANDARD DISKS CEMENTED IN
 LG1054'CONCRETE.
 LG1054'
 LG1054'THE STATION IS ABOUT 14 MILES NORTH OF BEATRICE AT THE JUNCTION
 LG1054'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 41, 299.3 FEET NORTHEAST OF
 LG1054'THE SOUTHEAST CORNER OF THE LOG CABIN CAFE, 50.0 FEET NORTHWEST OF
 LG1054'THE CURVE AND CENTERLINE OF U.S. HIGHWAY 77 AND 28.0 FEET SOUTH OF
 LG1054'THE CENTERLINE OF STATE HIGHWAY 41.  THE DISK IS STAMPED- INDIAN
 LG1054'1947 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 LG1054'
 LG1054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND
 LG1054'STATE HIGHWAY 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77 FOR
 LG1054'14.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH AND
 LG1054'EAST ON U.S. HIGHWAY 77 FOR 0.3 MILES TO THE JUNCTION WITH STATE
 LG1054'HIGHWAY 41 AND STATION ON THE LEFT AS DESCRIBED.
 LG1054'
 LG1054'R M 1 IS 80.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 41, 36.5
 LG1054'FEET SOUTHWEST OF THE SOUTH SIDE OF A FILLING STATION SIGN, 24.4
 LG1054'FEET NORTHWEST OF A CURVE AND CENTERLINE OF U.S. HIGHWAY 77,
 LG1054'1-1/2 FEET LOWER THAN THE HIGHWAY AND 1 FOOT LOWER THAN THE
 LG1054'STATION.  THE DISK IS STAMPED- INDIAN NO 1 1947 AND IT IS ABOUT
 LG1054'8 INCHES BELOW THE GROUND SURFACE.
 LG1054'
 LG1054'R M 2 IS 32.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 41,
 LG1054'1.1 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND IT IS IN
 LG1054'THE ROAD RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED- INDIAN NO
 LG1054'2 1947 AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  THE MARK
 LG1054'IS ABOUT 3 FEET HIGHER THAN THE STATION.
 LG1054'
 LG1054'R M 3 IS 32.4 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 41,
 LG1054'22.3 FEET EAST OF A POWERLINE POLE AND IT IS ABOUT 4 FEET HIGHER
 LG1054'THAN THE STATION.  THE DISK IS STAMPED- INDIAN NO 3 1947 AND IT
 LG1054'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 LG1054'
 LG1054'AZIMUTH MARK IS 34.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 LG1054'77, 1.1 FEET NORTH OF A METAL WITNESS POST AND SIGN AND IT IS
 LG1054'IN THE ROAD RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED- INDIAN
 LG1054'1947 AND IT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 LG1054'
 LG1054'PICTURE POINT IS THE SOUTHEAST CORNER OF THE LOG CABIN CAFE.
 LG1054'
 LG1054'R M 1 TO R M 2 IS 114.00 FEET (34.747M)
 LG1054'
 LG1054'R M 3 TO R M 2 IS 113.73 FEET (34.665M)
 LG1054'
 LG1054'R M 3 TO R M 1 IS 173.35 FEET (52.837M)
 LG1054
 LG1054                          STATION RECOVERY (1962)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG1054'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1054'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 41
 LG1054'WILL DESTROY BOTH THE REFERENCE MARKS FOR THIS STATION, SO THEY
 LG1054'WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG1054'
 LG1054'STATION IS LOCATED ABOUT 14 MILES NORTH OF BEATRICE AND 3 MILES
 LG1054'SOUTH AND 2 MILES WEST OF CORTLAND AT THE JUNCTION OF STATE
 LG1054'HIGHWAY 41 AND U.S. HIGHWAY 77, 306 FEET EAST-NORTHEAST OF THE
 LG1054'SOUTHEAST CORNER OF THE LOG CABIN CAFE, 205 FEET EAST-NORTHEAST
 LG1054'OF THE EAST END OF CONCRETE PLATFORM FOR GAS PUMPS, 99 FEET
 LG1054'EAST-NORTHEAST OF A CAFE SIGN, 55 FEET SOUTH OF THE CENTERLINE
 LG1054'OF STATE HIGHWAY 41, AND 49 FEET NORTH-NORTH-WEST OF THE
 LG1054'CENTERLINE OF U.S. HIGHWAY 77.  THE MARK IS FLUSH WITH THE SURFACE
 LG1054'OF THE GROUND AND THE DISK IS STAMPED INDIAN 1947.
 LG1054'
 LG1054'TO REACH THE STATION THE INTERSECTION OF U.S. HIGHWAY 77 AND
 LG1054'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1054'FOR 14.0 MILES TO A JUNCTION WITH STATE HIGHWAY 41 AND AT A POINT
 LG1054'WHERE U.S. HIGHWAY 77 GOES EAST AND THE STATION AS DESCRIBED.
 LG1054'
 LG1054'REFERENCE MARK NO. 4 IS 129.52 FEET SOUTHEAST OF THE STATION, 40
 LG1054'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 17
 LG1054'FEET WEST OF A WEST GATE POST FOR STEEL GATES, AND 1 FOOT NORTH
 LG1054'OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LG1054'INDIAN NO 4 1947.
 LG1054'
 LG1054'REFERENCE MARK NO. 5 IS 118.18 FEET SOUTHWEST OF THE STATION, 36
 LG1054'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 2
 LG1054'FEET EAST OF A NEW STEEL WITNESS POST, AND 1 FOOT NORTH OF A
 LG1054'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED INDIAN
 LG1054'NO 5 1947.
 LG1054'
 LG1054'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION, 35 FEET
 LG1054'EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 1 FOOT WEST OF A
 LG1054'FENCE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK
 LG1054'PROJECTS 4 INCHES AND THE DISK IS STAMPED INDIAN 1947.
 LG1054'
 LG1054'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST AND SOUTH ON
 LG1054'U.S. HIGHWAY 77 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1054
 LG1054                          STATION RECOVERY (1964)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1054'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW STEEL
 LG1054'WITNESS POST WAS SET 1 FOOT N OF STATION.
 LG1054
 LG1054                          STATION RECOVERY (1969)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1054'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5, AND
 LG1054'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 LG1054'IN GOOD CONDITION.  THE 1962 DESCRIPTION WAS FOUND ADEQUATE FOR
 LG1054'RECOVERY.
 LG1054'
 LG1054'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LG1054'
 LG1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 14 MILES
 LG1054'NORTH OF BEATRICE.
 LG1054
 LG1054                          STATION RECOVERY (1973)
 LG1054
 LG1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LG1054'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 LG1054'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO WIDENING OF THE
 LG1054'HIGHWAY SHOULDERS THE AZIMUTH MARK AND REFERENCE MARK 4 HAD TO
 LG1054'BE MOVED.  REFERENCE MARK 5 WAS FOUND DESTROYED.  REFERENCE MARKS
 LG1054'6, 7 AND 8 WERE ESTABLISHED THIS DATE.  THE ANGLES BETWEEN THE
 LG1054'AZIMUTH MARK, COURTLAND TANK AND REFERENCE MARK 4 COMPARED GOOD
 LG1054'WITH THE PREVIOUS DATA.  THE DESCRIPTION OF THE ROUTE TO REACH
 LG1054'THE STATION IS ADEQUATE.
 LG1054'
 LG1054'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND A
 LG1054'DESCRIPTION FOR THE NEW REFERENCE MARKS.
 LG1054'
 LG1054'THE STATION MARK IS 55 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LG1054'41, 49 FEET NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 77, 6
 LG1054'INCHES SOUTH OF A METAL WITNESS POST AND IS 1 INCH BELOW THE
 LG1054'GROUND SURFACE.
 LG1054'
 LG1054'REFERENCE MARK 6 IS A STANDARD DISK STAMPED INDIAN 1947 NO 6 1973,
 LG1054'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10
 LG1054'INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 LG1054'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 LG1054'NORTH OF THE CENTER OF HIGHWAY 41, 1 FOOT SOUTH OF A CONCRETE
 LG1054'RIGHT-OF-WAY MARKER THAT PROJECTS 18 INCHES AND 1 FOOT WEST OF A
 LG1054'METAL WITNESS POST.
 LG1054'
 LG1054'REFERENCE MARK 7 IS A STANDARD DISK STAMPED INDIAN 1947 NO 7 1973,
 LG1054'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LG1054'FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET NORTH OF THE CENTER
 LG1054'OF HIGHWAY 77, 42 FEET SOUTH OF THE CENTER OF HIGHWAY 41, 1 FOOT
 LG1054'EAST OF A METAL WITNESS POST AND ON TOP OF AN EAST-WEST RIDGE
 LG1054'BETWEEN THE HIGHWAYS.
 LG1054'
 LG1054'REFERENCE MARK 8 IS A STANDARD DISK STAMPED INDIAN 1947 NO 8 1973,
 LG1054'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH
 LG1054'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 LG1054'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET EAST
 LG1054'OF THE CENTER OF HIGHWAY 77, 1.5 FEET NORTH OF A METAL WITNESS
 LG1054'POST AND NEAR THE TOP OF A SMALL HILL.
 LG1054'
 LG1054'TO REACH REFERENCE MARK 8 FROM THE STATION, GO WESTERLY AND
 LG1054'SOUTH ON HIGHWAY 77 FOR 0.3 MILE TO REFERENCE MARK 8 ON THE LEFT,
 LG1054'EAST EDGE RIGHT-OF-WAY OF THE HIGHWAY.
 LG1054'
 LG1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SOUTH
 LG1054'AND 2 MILES WEST OF CORTLAND.
 LG1054
 LG1054                          STATION RECOVERY (1977)
 LG1054
 LG1054'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (RLE)
 LG1054'STATION MARK, REFERENCE MARK NO. 6, REFERENCE MARK NO. 7, REFERENCE
 LG1054'MARK NO. 8 (AZIMUTH MARK) WERE FOUND IN GOOD CONDITION.
 LG1054'
 LG1054'1973 DESCRIPTION IS ADEQUATE.
 LG1054'
 LG1054'REFER TO USC AND GS QUAD. 400963 PAGE 1007.
 LG1054'
 LG1054'NEAREST TOWN--CORTLAND.
 LG1054
 LG1054                          STATION RECOVERY (2017)
 LG1054
 LG1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1054'RECOVERED AS DESCRIBED. MARK HAS A NEW 2017 STATE ELEVATION =
 LG1054'1470.549.
 LG1054
 LG1054                          STATION RECOVERY (2017)
 LG1054
 LG1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1054'FOUND INDIAN REFERENCE MARK NO. 9 ESTABLISHED A NEW ROD STATE
 LG1054'ELEVATION = 1470.752 AND REFERENCE MARK NO.10 ELEVATION  = 1468.418.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0907 ***********************************************************************
 MK0907  DESIGNATION -  INDIAN RM 1
 MK0907  PID         -  MK0907
 MK0907  STATE/COUNTY-  NE/SAUNDERS
 MK0907  COUNTRY     -  US
 MK0907  USGS QUAD   -  NORTH BEND (2017)
 MK0907
 MK0907                         *CURRENT SURVEY CONTROL
 MK0907  ______________________________________________________________________
 MK0907* NAD 83(1986) POSITION- 41 25 51.28   (N) 096 46 57.21   (W)   HD_HELD1
 MK0907* NAVD 88 ORTHO HEIGHT -   440.480 (meters)     1445.14  (feet) ADJUSTED
 MK0907  ______________________________________________________________________
 MK0907  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 MK0907  DYNAMIC HEIGHT  -        440.291 (meters)     1444.52  (feet) COMP
 MK0907  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 MK0907
 MK0907  VERT ORDER      -  SECOND    CLASS 0
 MK0907
 MK0907.The horizontal coordinates were determined by differentially corrected
 MK0907.hand held GPS observations or other comparable positioning techniques
 MK0907.and have an estimated accuracy of +/- 3 meters.
 MK0907
 MK0907.The orthometric height was determined by differential leveling and
 MK0907.adjusted by the NATIONAL GEODETIC SURVEY
 MK0907.in June 1991.
 MK0907
 MK0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0907.GEOID18 height accuracy estimate available here.
 MK0907
 MK0907.Click photographs - Photos may exist for this station.
 MK0907
 MK0907.The dynamic height is computed by dividing the NAVD 88
 MK0907.geopotential number by the normal gravity value computed on the
 MK0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0907.degrees latitude (g = 980.6199 gals.).
 MK0907
 MK0907.The modeled gravity was interpolated from observed gravity values.
 MK0907
 MK0907;                    North         East    Units  Estimated Accuracy
 MK0907;SPC NE       -   182,373.1     768,775.7     MT  (+/- 3 meters HH1 GPS) 
 MK0907
 MK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8527688967(NAD 83)
 MK0907
 MK0907                          SUPERSEDED SURVEY CONTROL
 MK0907
 MK0907  NGVD 29 (??/??/92)  440.328  (m)         1444.64   (f) ADJ UNCH    2 0
 MK0907
 MK0907.Superseded values are not recommended for survey control.
 MK0907
 MK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0907.See file dsdata.pdf to determine how the superseded data were derived.
 MK0907
 MK0907_MARKER: DR = REFERENCE MARK DISK
 MK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0907_STAMPING: INDIAN NO 1 1930
 MK0907_MARK LOGO: CGS
 MK0907_PROJECTION: FLUSH
 MK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0907+STABILITY: SURFACE MOTION
 MK0907
 MK0907  HISTORY     - Date     Condition        Report By
 MK0907  HISTORY     - 1930     MONUMENTED       CGS
 MK0907  HISTORY     - 1950     GOOD             CGS
 MK0907
 MK0907                          STATION DESCRIPTION
 MK0907
 MK0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0907'1 MI SW FROM MORSE BLUFF.
 MK0907'1 BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE AT MORSE
 MK0907'BLUFF, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 79, THENCE
 MK0907'0.65 MILE WEST ALONG A PRIVATE ROAD, 600 FEET NORTHWEST OF THE
 MK0907'ADOLF HAVELKA FARMHOUSE, 212 FEET SOUTHEAST OF TRIANGULATION
 MK0907'STATION INDIAN 1930, 2.5 FEET SOUTHWEST OF A FENCE CORNER, 2
 MK0907'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0907'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0906 ***********************************************************************
 MK0906  DESIGNATION -  INDIAN RM 2
 MK0906  PID         -  MK0906
 MK0906  STATE/COUNTY-  NE/SAUNDERS
 MK0906  COUNTRY     -  US
 MK0906  USGS QUAD   -  NORTH BEND (2017)
 MK0906
 MK0906                         *CURRENT SURVEY CONTROL
 MK0906  ______________________________________________________________________
 MK0906* NAD 83(1986) POSITION- 41 25 51.01   (N) 096 46 59.76   (W)   HD_HELD1
 MK0906* NAVD 88 ORTHO HEIGHT -   445.818 (meters)     1462.65  (feet) ADJUSTED
 MK0906  ______________________________________________________________________
 MK0906  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 MK0906  DYNAMIC HEIGHT  -        445.627 (meters)     1462.03  (feet) COMP
 MK0906  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 MK0906
 MK0906  VERT ORDER      -  SECOND    CLASS 0
 MK0906
 MK0906.The horizontal coordinates were determined by differentially corrected
 MK0906.hand held GPS observations or other comparable positioning techniques
 MK0906.and have an estimated accuracy of +/- 3 meters.
 MK0906
 MK0906.The orthometric height was determined by differential leveling and
 MK0906.adjusted by the NATIONAL GEODETIC SURVEY
 MK0906.in June 1991.
 MK0906
 MK0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0906.GEOID18 height accuracy estimate available here.
 MK0906
 MK0906.Click photographs - Photos may exist for this station.
 MK0906
 MK0906.The dynamic height is computed by dividing the NAVD 88
 MK0906.geopotential number by the normal gravity value computed on the
 MK0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0906.degrees latitude (g = 980.6199 gals.).
 MK0906
 MK0906.The modeled gravity was interpolated from observed gravity values.
 MK0906
 MK0906;                    North         East    Units  Estimated Accuracy
 MK0906;SPC NE       -   182,362.6     768,716.9     MT  (+/- 3 meters HH1 GPS) 
 MK0906
 MK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8521788957(NAD 83)
 MK0906
 MK0906                          SUPERSEDED SURVEY CONTROL
 MK0906
 MK0906  NGVD 29 (??/??/92)  445.667  (m)         1462.16   (f) ADJ UNCH    2 0
 MK0906
 MK0906.Superseded values are not recommended for survey control.
 MK0906
 MK0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0906.See file dsdata.pdf to determine how the superseded data were derived.
 MK0906
 MK0906_MARKER: DR = REFERENCE MARK DISK
 MK0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0906_STAMPING: INDIAN NO 2 1930
 MK0906_MARK LOGO: CGS
 MK0906_PROJECTION: FLUSH
 MK0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0906+STABILITY: SURFACE MOTION
 MK0906
 MK0906  HISTORY     - Date     Condition        Report By
 MK0906  HISTORY     - 1930     MONUMENTED       CGS
 MK0906  HISTORY     - 1950     GOOD             CGS
 MK0906
 MK0906                          STATION DESCRIPTION
 MK0906
 MK0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0906'1 MI SW FROM MORSE BLUFF.
 MK0906'1 BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE MORSE BLUFF,
 MK0906'THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 79, THENCE 0.65 MILE
 MK0906'WEST ALONG A PRIVATE ROAD, 600 FEET NORTHWEST OF THE ADOLF
 MK0906'HAVELKA FARMHOUSE, 163 FEET SOUTH OF TRIANGULATION STATION
 MK0906'INDIAN 1930, 200 FEET WEST OF A FENCE CORNER, 0.8 FOOT SOUTH
 MK0906'OF AN EAST AND WEST FENCE, 2 FEET EAST OF A WITNESS POST, SET
 MK0906'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0437 ***********************************************************************
 LJ0437  DESIGNATION -  INDIANOLA
 LJ0437  PID         -  LJ0437
 LJ0437  STATE/COUNTY-  NE/RED WILLOW
 LJ0437  COUNTRY     -  US
 LJ0437  USGS QUAD   -  INDIANOLA (2017)
 LJ0437
 LJ0437                         *CURRENT SURVEY CONTROL
 LJ0437  ______________________________________________________________________
 LJ0437* NAD 83(1995) POSITION- 40 14 07.34322(N) 100 28 07.02922(W)   ADJUSTED
 LJ0437* NAVD 88 ORTHO HEIGHT -   767.    (meters)     2516.    (feet) SCALED
 LJ0437  ______________________________________________________________________
 LJ0437  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 LJ0437  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 LJ0437  HORZ ORDER      -  THIRD
 LJ0437
 LJ0437.The horizontal coordinates were established by classical geodetic methods
 LJ0437.and adjusted by the National Geodetic Survey in August 1997.
 LJ0437
 LJ0437.The orthometric height was scaled from a topographic map.
 LJ0437
 LJ0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0437.GEOID18 height accuracy estimate available here.
 LJ0437
 LJ0437.Click photographs - Photos may exist for this station.
 LJ0437
 LJ0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0437
 LJ0437. The following values were computed from the NAD 83(1995) position.
 LJ0437
 LJ0437;                    North         East     Units Scale Factor Converg.
 LJ0437;SPC NE       -    44,748.075   460,124.641   MT  0.99990189   -0 18 38.0
 LJ0437;SPC NE       -   146,810.98  1,509,592.26   sFT  0.99990189   -0 18 38.0
 LJ0437;UTM  14      - 4,454,916.211   375,068.294   MT  0.99979213   -0 56 55.5
 LJ0437
 LJ0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0437!SPC NE       -   0.99988342  x   0.99990189  =   0.99978532
 LJ0437!UTM  14      -   0.99988342  x   0.99979213  =   0.99967558
 LJ0437
 LJ0437:                Primary Azimuth Mark                     Grid Az
 LJ0437:SPC NE       -  INDIANOLA 2 AZ MK                        089 23 36.5
 LJ0437:UTM  14      -  INDIANOLA 2 AZ MK                        090 01 54.0
 LJ0437
 LJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7506854916(NAD 83)
 LJ0437
 LJ0437|---------------------------------------------------------------------|
 LJ0437| PID    Reference Object                     Distance      Geod. Az  |
 LJ0437|                                                           dddmmss.s |
 LJ0437| LJ0436 INDIANOLA 2                           6.460 METERS 00024     |
 LJ0437| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX. 4.4 KM 0824905.5 |
 LJ0437| CN8829 INDIANOLA 2 AZ MK                                  0890458.5 |
 LJ0437| CN8827 INDIANOLA RM 1                       17.744 METERS 09031     |
 LJ0437| CN8826 INDIANOLA AZ MK                                    0913411.4 |
 LJ0437| LJ0453 MC COOK MUNICIPAL TANK              APPROX.13.2 KM 2562256.7 |
 LJ0437| CN8828 INDIANOLA RM 2                       15.189 METERS 32605     |
 LJ0437|---------------------------------------------------------------------|
 LJ0437
 LJ0437                          SUPERSEDED SURVEY CONTROL
 LJ0437
 LJ0437  NAD 83(1986)-  40 14 07.34771(N)    100 28 07.03442(W) AD(       ) 3
 LJ0437  NAD 27      -  40 14 07.32028(N)    100 28 05.50286(W) AD(       ) 3
 LJ0437
 LJ0437.Superseded values are not recommended for survey control.
 LJ0437
 LJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0437.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0437
 LJ0437_MARKER: DS = TRIANGULATION STATION DISK
 LJ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0437_STAMPING: INDIANOLA 1951
 LJ0437_MARK LOGO: CGS
 LJ0437_PROJECTION: FLUSH
 LJ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0437+STABILITY: SURFACE MOTION
 LJ0437
 LJ0437  HISTORY     - Date     Condition        Report By
 LJ0437  HISTORY     - 1951     MONUMENTED       CGS
 LJ0437  HISTORY     - 1965     GOOD             CGS
 LJ0437
 LJ0437                          STATION DESCRIPTION
 LJ0437
 LJ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0437'THE STATION IS LOCATED ABOUT 8 MILES EAST OF MC COOK, 2.7
 LJ0437'MILES WEST OF INDIANOLA AND ON THE HIGHEST POINT OF A HILL.
 LJ0437'IT IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAYS 6 AND 34 AND 37.5
 LJ0437'FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34.  IT IS
 LJ0437'STAMPED INDIANOLA 1951 AND IS SET FLUSH.
 LJ0437'
 LJ0437'REFERENCE MARK NO. 1 IS 38 FEET WEST OF A TELEPHONE POLE AND
 LJ0437'37 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34.  IT
 LJ0437'IS STAMPED INDIANOLA NO 1 1951 AND IS SET FLUSH.
 LJ0437'
 LJ0437'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF A FENCE CORNER AND 1
 LJ0437'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED INDIANOLA
 LJ0437'NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0437'
 LJ0437'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 96.0 FEET.
 LJ0437'
 LJ0437'THE AZIMUTH MARK IS 74 FEET EAST OF THE CENTER OF A DRIVEWAY
 LJ0437'TO A FARM HOUSE, 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS
 LJ0437'6 AND 34 AND 1 FOOT WEST OF A POWER LINE POLE.  IT IS STAMPED
 LJ0437'INDIANOLA 1951 AND PROJECTS 3 INCHES.
 LJ0437'
 LJ0437'TO REACH THE STATION FROM THE POST OFFICE IN INDIANOLA GO
 LJ0437'SOUTH ON A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34,
 LJ0437'TURN RIGHT AND GO WEST ON U.S. HIGHWAYS 6 AND 34 FOR 2.25 MILES
 LJ0437'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST
 LJ0437'FOR 0.45 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0437
 LJ0437                          STATION RECOVERY (1965)
 LJ0437
 LJ0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LJ0437'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LJ0437'CONDITION.  ALL MARKS WERE IN THE WAY OF CONSTRUCTION OF U.S.
 LJ0437'HIGHWAY 6 AND 34.  A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE
 LJ0437'VICINITY.  FOR DETAILS SEE DESCRIPTION FOR STATION INDIANOLA
 LJ0437'2 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0436 ***********************************************************************
 LJ0436  DESIGNATION -  INDIANOLA 2
 LJ0436  PID         -  LJ0436
 LJ0436  STATE/COUNTY-  NE/RED WILLOW
 LJ0436  COUNTRY     -  US
 LJ0436  USGS QUAD   -  INDIANOLA (2017)
 LJ0436
 LJ0436                         *CURRENT SURVEY CONTROL
 LJ0436  ______________________________________________________________________
 LJ0436* NAD 83(1995) POSITION- 40 14 07.55266(N) 100 28 07.02734(W)   NO CHECK
 LJ0436* NAVD 88 ORTHO HEIGHT -   767.    (meters)     2516.    (feet) SCALED
 LJ0436  ______________________________________________________________________
 LJ0436  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 LJ0436  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 LJ0436  HORZ ORDER      -  THIRD
 LJ0436
 LJ0436.The horizontal coordinates were established by classical geodetic methods
 LJ0436.and adjusted by the National Geodetic Survey in August 1997.
 LJ0436
 LJ0436.No horizontal observational check was made to the station.
 LJ0436
 LJ0436.The orthometric height was scaled from a topographic map.
 LJ0436
 LJ0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0436.GEOID18 height accuracy estimate available here.
 LJ0436
 LJ0436.Click photographs - Photos may exist for this station.
 LJ0436
 LJ0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0436
 LJ0436. The following values were computed from the NAD 83(1995) position.
 LJ0436
 LJ0436;                    North         East     Units Scale Factor Converg.
 LJ0436;SPC NE       -    44,754.534   460,124.721   MT  0.99990187   -0 18 38.0
 LJ0436;SPC NE       -   146,832.17  1,509,592.52   sFT  0.99990187   -0 18 38.0
 LJ0436;UTM  14      - 4,454,922.668   375,068.445   MT  0.99979213   -0 56 55.5
 LJ0436
 LJ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0436!SPC NE       -   0.99988342  x   0.99990187  =   0.99978530
 LJ0436!UTM  14      -   0.99988342  x   0.99979213  =   0.99967558
 LJ0436
 LJ0436:                Primary Azimuth Mark                     Grid Az
 LJ0436:SPC NE       -  INDIANOLA 2 AZ MK                        089 59 02.5
 LJ0436:UTM  14      -  INDIANOLA 2 AZ MK                        090 37 20.0
 LJ0436
 LJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7506854922(NAD 83)
 LJ0436
 LJ0436|---------------------------------------------------------------------|
 LJ0436| PID    Reference Object                     Distance      Geod. Az  |
 LJ0436|                                                           dddmmss.s |
 LJ0436| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX. 4.4 KM 0825405.8 |
 LJ0436| CN8830 INDIANOLA 2 RM 3                     29.034 METERS 08930     |
 LJ0436| CN8829 INDIANOLA 2 AZ MK                                  0894024.5 |
 LJ0436| CN8826 INDIANOLA AZ MK                                    0920359.2 |
 LJ0436| LJ0437 INDIANOLA                             6.460 METERS 18024     |
 LJ0436| CN8831 INDIANOLA 2 RM 4                     36.420 METERS 19058     |
 LJ0436| LJ0453 MC COOK MUNICIPAL TANK              APPROX.13.2 KM 2562118.7 |
 LJ0436|---------------------------------------------------------------------|
 LJ0436
 LJ0436                          SUPERSEDED SURVEY CONTROL
 LJ0436
 LJ0436  NAD 83(1986)-  40 14 07.55714(N)    100 28 07.03255(W) AD(       ) 3
 LJ0436  NAD 27      -  40 14 07.52972(N)    100 28 05.50099(W) AD(       ) 3
 LJ0436
 LJ0436.Superseded values are not recommended for survey control.
 LJ0436
 LJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0436.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0436
 LJ0436_MARKER: DS = TRIANGULATION STATION DISK
 LJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0436_STAMPING: INDIANOLA 2 1965
 LJ0436_MARK LOGO: CGS
 LJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0436+STABILITY: SURFACE MOTION
 LJ0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0436+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0436
 LJ0436  HISTORY     - Date     Condition        Report By
 LJ0436  HISTORY     - 1965     MONUMENTED       CGS
 LJ0436  HISTORY     - 20120828 GOOD             INDIV
 LJ0436
 LJ0436                          STATION DESCRIPTION
 LJ0436
 LJ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LJ0436'THE STATION IS ABOUT 8 MILES EAST OF MC COOK, 2.7 MILES WEST
 LJ0436'OF INDIANOLA AND ON THE RIGHT OF WAY OF U.S. HIGHWAY 6 AND 34.
 LJ0436'THE MARK IS 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LJ0436'37 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE AND 2 FEET
 LJ0436'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 LJ0436'AND THE DISK IS STAMPED INDIANOLA 2 1965.
 LJ0436'
 LJ0436'TO REACH THE STATION FROM INDIANOLA, FROM THE MAIN INTERSECTION,
 LJ0436'GO WEST ON U.S. 6 AND 34 FOR 2.25 MILES TO THE AZIMUTH MARK ON
 LJ0436'THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO THE
 LJ0436'STATION ON THE RIGHT.
 LJ0436'
 LJ0436'R.M. NO. 3 IS ABOUT 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 LJ0436'AND 2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 LJ0436'2 INCHES AND THE DISK IS STAMPED INDIANOLA 2 NO 3 1965.
 LJ0436'
 LJ0436'R.M. NO. 4 IS 58 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LJ0436'16 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE AND 2 FEET
 LJ0436'NORTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS 2 INCHES AND
 LJ0436'THE DISK IS STAMPED INDIANOLA 2 NO 4 1965.
 LJ0436'
 LJ0436'THE AZIMUTH MARK IS 65 FEET NORTH OF THE CENTERLINE OF THE
 LJ0436'HIGHWAY, 24 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 LJ0436'NORTH TO A FARMHOUSE, 3 FEET SOUTHWEST OF A TELEPHONE POLE
 LJ0436'AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 LJ0436'4 INCHES AND THE DISK IS STAMPED INDIANOLA 2 1965.
 LJ0436
 LJ0436                          STATION RECOVERY (2012)
 LJ0436
 LJ0436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0436'FOUND MARK IN GOOD CONDITION.ALSO FOUND AZIMUTH MARK IN GOOD
 LJ0436'CONDITION. ( BOTH GPSABLE)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0435 ***********************************************************************
 LJ0435  DESIGNATION -  INDIANOLA MUNICIPAL TANK
 LJ0435  PID         -  LJ0435
 LJ0435  STATE/COUNTY-  NE/RED WILLOW
 LJ0435  COUNTRY     -  US
 LJ0435  USGS QUAD   -  INDIANOLA (2017)
 LJ0435
 LJ0435                         *CURRENT SURVEY CONTROL
 LJ0435  ______________________________________________________________________
 LJ0435* NAD 83(1995) POSITION- 40 14 25.13706(N) 100 25 02.33532(W)   ADJUSTED
 LJ0435  ______________________________________________________________________
 LJ0435  GEOID HEIGHT    -        -24.140 (meters)                     GEOID18
 LJ0435  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LJ0435  HORZ ORDER      -  THIRD
 LJ0435
 LJ0435.The horizontal coordinates were established by classical geodetic methods
 LJ0435.and adjusted by the National Geodetic Survey in August 1997.
 LJ0435
 LJ0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0435.GEOID18 height accuracy estimate available here.
 LJ0435
 LJ0435.Click photographs - Photos may exist for this station.
 LJ0435
 LJ0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0435
 LJ0435. The following values were computed from the NAD 83(1995) position.
 LJ0435
 LJ0435;                    North         East     Units Scale Factor Converg.
 LJ0435;SPC NE       -    45,274.485   464,492.760   MT  0.99990000   -0 16 35.6
 LJ0435;SPC NE       -   148,538.04  1,523,923.33   sFT  0.99990000   -0 16 35.6
 LJ0435;UTM  14      - 4,455,393.844   379,441.503   MT  0.99977892   -0 54 56.5
 LJ0435
 LJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7944155393(NAD 83)
 LJ0435
 LJ0435                          SUPERSEDED SURVEY CONTROL
 LJ0435
 LJ0435  NAD 83(1986)-  40 14 25.14125(N)    100 25 02.33998(W) AD(       ) 3
 LJ0435  NAD 27      -  40 14 25.11238(N)    100 25 00.80634(W) AD(       ) 3
 LJ0435
 LJ0435.Superseded values are not recommended for survey control.
 LJ0435
 LJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0435.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0435
 LJ0435_MARKER: 53 = ELEVATED TANK
 LJ0435
 LJ0435  HISTORY     - Date     Condition        Report By
 LJ0435  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0435
 LJ0435                          STATION DESCRIPTION
 LJ0435
 LJ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0435'THE STATION IS LOCATED AT THE EXTREME NORTH-CENTRAL EDGE
 LJ0435'OF INDIANOLA AND 100.0 FEET WEST OF THE CENTER OF AN OILED
 LJ0435'ROAD.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE
 LJ0435'TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND
 LJ0435'AN OVER-ALL HEIGHT OF 65.0 FEET.
 LJ0435'
 LJ0435'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0395 ***********************************************************************
 LJ0395  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0395  DESIGNATION -  INGHAM RESET
 LJ0395  PID         -  LJ0395
 LJ0395  STATE/COUNTY-  NE/LINCOLN
 LJ0395  COUNTRY     -  US
 LJ0395  USGS QUAD   -  STOCKVILLE NE (2017)
 LJ0395
 LJ0395                         *CURRENT SURVEY CONTROL
 LJ0395  ______________________________________________________________________
 LJ0395* NAD 83(2011) POSITION- 40 42 40.65382(N) 100 19 44.71415(W)   ADJUSTED
 LJ0395* NAD 83(2011) ELLIP HT-   859.756 (meters)        (06/27/12)   ADJUSTED
 LJ0395* NAD 83(2011) EPOCH   -  2010.00
 LJ0395* NAVD 88 ORTHO HEIGHT -   883.1   (meters)     2897.    (feet) GPS OBS
 LJ0395  ______________________________________________________________________
 LJ0395  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LJ0395  GEOID HEIGHT    -        -23.164 (meters)                     GEOID93
 LJ0395  GEOID HEIGHT    -        -23.287 (meters)                     GEOID18
 LJ0395  NAD 83(2011) X  -   -868,217.416 (meters)                     COMP
 LJ0395  NAD 83(2011) Y  - -4,763,743.471 (meters)                     COMP
 LJ0395  NAD 83(2011) Z  -  4,138,734.139 (meters)                     COMP
 LJ0395  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 LJ0395
 LJ0395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0395  Standards:
 LJ0395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0395  -------------------------------------------------------------------
 LJ0395  NETWORK    0.40   1.00           0.19   0.12   0.51     -0.02833447
 LJ0395  -------------------------------------------------------------------
 LJ0395  Click here for local accuracies and other accuracy information.
 LJ0395
 LJ0395.The horizontal coordinates were established by GPS observations
 LJ0395.and adjusted by the National Geodetic Survey in June 2012.
 LJ0395
 LJ0395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0395.been affixed to the stable North American tectonic plate. See 
 LJ0395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0395
 LJ0395.The horizontal coordinates are valid at the epoch date displayed above
 LJ0395.which is a decimal equivalence of Year/Month/Day.
 LJ0395
 LJ0395.The orthometric height was determined by GPS observations and a
 LJ0395.high-resolution geoid model.
 LJ0395
 LJ0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0395.GEOID18 height accuracy estimate available here.
 LJ0395
 LJ0395.Click photographs - Photos may exist for this station.
 LJ0395
 LJ0395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0395
 LJ0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0395
 LJ0395.The ellipsoidal height was determined by GPS observations
 LJ0395.and is referenced to NAD 83.
 LJ0395
 LJ0395. The following values were computed from the NAD 83(2011) position.
 LJ0395
 LJ0395;                    North         East     Units Scale Factor Converg.
 LJ0395;SPC NE       -    97,531.423   472,198.629   MT  0.99975398   -0 13 05.1
 LJ0395;SPC NE       -   319,984.34  1,549,205.00   sFT  0.99975398   -0 13 05.1
 LJ0395;UTM  14      - 4,507,558.005   387,733.887   MT  0.99975513   -0 52 01.1
 LJ0395
 LJ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0395!SPC NE       -   0.99986515  x   0.99975398  =   0.99961917
 LJ0395!UTM  14      -   0.99986515  x   0.99975513  =   0.99962032
 LJ0395
 LJ0395:                Primary Azimuth Mark                     Grid Az
 LJ0395:SPC NE       -  INGHAM AZ MK                             197 40 14.6
 LJ0395:UTM  14      -  INGHAM AZ MK                             198 19 10.6
 LJ0395
 LJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8773307558(NAD 83)
 LJ0395
 LJ0395|---------------------------------------------------------------------|
 LJ0395| PID    Reference Object                     Distance      Geod. Az  |
 LJ0395|                                                           dddmmss.s |
 LJ0395| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX. 9.7 KM 0910051.7 |
 LJ0395| CN8837 INGHAM RM 1                          17.954 METERS 15023     |
 LJ0395| CN8836 INGHAM AZ MK                                       1972709.5 |
 LJ0395| CN8838 INGHAM RM 2                          19.608 METERS 24601     |
 LJ0395| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 6.4 KM 2483653.9 |
 LJ0395| CN8839 INGHAM RM 3                          10.092 METERS 35254     |
 LJ0395|---------------------------------------------------------------------|
 LJ0395
 LJ0395                          SUPERSEDED SURVEY CONTROL
 LJ0395
 LJ0395  NAD 83(2007)-  40 42 40.65368(N)    100 19 44.71512(W) AD(2002.00) 0
 LJ0395  ELLIP H (02/10/07)  859.782  (m)                       GP(2002.00)    
 LJ0395  ELLIP H (09/24/01)  859.762  (m)                       GP(       ) 4 1
 LJ0395  NAD 83(1995)-  40 42 40.65335(N)    100 19 44.71454(W) AD(       ) B
 LJ0395  ELLIP H (06/25/96)  859.808  (m)                       GP(       ) 1 1
 LJ0395  NAD 83(1986)-  40 42 40.65978(N)    100 19 44.72287(W) AD(       ) 2
 LJ0395  NAD 27      -  40 42 40.62617(N)    100 19 43.22556(W) AD(       ) 2
 LJ0395
 LJ0395.Superseded values are not recommended for survey control.
 LJ0395
 LJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0395.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0395
 LJ0395_MARKER: DS = TRIANGULATION STATION DISK
 LJ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0395_STAMPING: INGHAM 1951 1971
 LJ0395_MARK LOGO: CGS
 LJ0395_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0395+STABILITY: SURFACE MOTION
 LJ0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0395+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1995
 LJ0395
 LJ0395  HISTORY     - Date     Condition        Report By
 LJ0395  HISTORY     - 1971     MONUMENTED       NGS
 LJ0395  HISTORY     - 19950427 GOOD             NGS
 LJ0395
 LJ0395                          STATION DESCRIPTION
 LJ0395
 LJ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0395'THE STATION SURFACE MARK WAS RECOVERED AND FOUND OUT OF
 LJ0395'POSITION AND THE DISK WAS PARTLY GONE.  REFERENCE MARK NO.
 LJ0395'1 WAS DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND MARK,
 LJ0395'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED
 LJ0395'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LJ0395'REFERENCE MARK NO. 2 CHECKED, ALSO THE DIRECTION BETWEEN
 LJ0395'THE AZIMUTH MARK AND THE MOOREFIELD, MUNICIPAL WATER TANK
 LJ0395'CHECKED.
 LJ0395'
 LJ0395'A NEW STATION SURFACE MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LJ0395'MARK AND ALSO REFERENCE MARK NO. 3 WAS SET.
 LJ0395'
 LJ0395'FOLLOWING IS A NEW DESCRIPTION.
 LJ0395'
 LJ0395'TO REACH THE STATION FROM THE POST OFFICE IN FARNAM, GO WEST
 LJ0395'ON STATE HIGHWAY 23 FOR 6.75 MILES TO A CROSSROAD.  TURN
 LJ0395'RIGHT AND GO NORTH ON A DIRT ROAD FOR 2.05 MILES TO THE
 LJ0395'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH AND EAST ON THE
 LJ0395'DIRT ROAD FOR 0.95 MILES TO THE STATION ON THE LEFT.
 LJ0395'
 LJ0395'STATION SURFACE MARK, A STANDARD DISK STAMPED INGHAM 1951
 LJ0395'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LJ0395'8 INCHES BELOW OF THE SURFACE OF THE GROUND.  IT IS 37 FEET
 LJ0395'NORTH OF THE CENTER OF THE DIRT ROAD, 10.5 FEET SOUTHEAST
 LJ0395'OF A CORNER FENCE POST, AND 2 FEET SOUTHWEST OF A METAL
 LJ0395'WITNESS POST.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED
 LJ0395'INGHAM 1951, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LJ0395'30 INCHES BELOW THE SURFACE OF THE GROUND.
 LJ0395'
 LJ0395'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INGHAM NO. 2
 LJ0395'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0395'1 INCH.  IT IS 37 FEET NORTH OF THE CENTER OF THE DIRT ROAD
 LJ0395'AND 1 FOOT SOUTH OF A FENCE.
 LJ0395'
 LJ0395'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED INGHAM 1951
 LJ0395'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LJ0395'PROJECTS 3 INCHES.  IT IS 31 FEET NORTH OF THE FENCE CORNER
 LJ0395'POST AND 1 FOOT EAST OF A FENCE.
 LJ0395'
 LJ0395'AZIMUTH MARK, A STANDARD DISK STAMPED INGHAM 1951, IS SET
 LJ0395'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LJ0395'IT IS 42 FEET EAST OF THE CENTER OF THE DIRT ROAD, 3 FEET
 LJ0395'NORTHWEST OF A JOG IN THE FENCE, AND 1 FOOT NORTHWEST OF
 LJ0395'A METAL WITNESS POST.
 LJ0395'
 LJ0395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 LJ0395'MILES NE OF MOOREFIELD.
 LJ0395
 LJ0395                          STATION RECOVERY (1995)
 LJ0395
 LJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0395'TO REACH THE MARK FROM THE POST OFFICE AND WATER TANK IN MOOREFIELD,
 LJ0395'GO SOUTH ON A GRAVELED COUNTY ROAD FOR 0.3 MI (0.5 KM) TO STATE
 LJ0395'HIGHWAY 23.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 3.6 MI (5.8 KM)
 LJ0395'TO A GRAVELED CROSSROAD AT A TWIN MICROWAVE TOWER.  TURN LEFT AND GO
 LJ0395'NORTH FOR 2.05 MI (3.30 KM) TO THE STATION ON THE LEFT, OPPOSITE A
 LJ0395'FIELD ENTRANCE, ABOUT MID-WAY THROUGH A CURVE IN THE ROAD TO THE
 LJ0395'NORTHEAST, AT A FENCE CORNER, ON THE NORTHWEST RIGHT-OF-WAY OF THE
 LJ0395'COUNTY ROAD AND IN THE NW1/4, SEC31, T9N, R26W.  THE DISK IS SET INTO
 LJ0395'THE TOP OF A 23-INCH ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT
 LJ0395'0.75 FT (22.86 CM) BELOW THE GROUND SURFACE.  IT IS 65.2 FT (19.9 M)
 LJ0395'WEST-NORTHWEST FROM A FENCE CORNER WHICH IS SOUTH OF THE ROAD AT THE
 LJ0395'WEST EDGE OF A SMALL CANYON, 32.0 FT (9.8 M) NORTHWEST FROM THE
 LJ0395'CENTERLINE OF THE ROAD, 7.8 FT (2.4 M) EAST-SOUTHEAST FROM A FENCE
 LJ0395'CORNER POST, 2.8 FT (0.9 M) NORTHWEST FROM A FIBERGLASS WITNESS POST
 LJ0395'AND 2.5 FT (0.8 M) SOUTHWEST FROM A METAL WITNESS POST.  A LENGTH OF
 LJ0395'REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1122 ***********************************************************************
 LH1122  DESIGNATION -  INGLESIDE STATE HOSPITAL STACK
 LH1122  PID         -  LH1122
 LH1122  STATE/COUNTY-  NE/ADAMS
 LH1122  COUNTRY     -  US
 LH1122  USGS QUAD   -  HASTINGS WEST (2017)
 LH1122
 LH1122                         *CURRENT SURVEY CONTROL
 LH1122  ______________________________________________________________________
 LH1122* NAD 83(1995) POSITION- 40 35 03.98695(N) 098 26 28.20344(W)   ADJUSTED
 LH1122  ______________________________________________________________________
 LH1122  GEOID HEIGHT    -        -25.262 (meters)                     GEOID18
 LH1122  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LH1122  HORZ ORDER      -  THIRD
 LH1122
 LH1122.The horizontal coordinates were established by classical geodetic methods
 LH1122.and adjusted by the National Geodetic Survey in August 1997.
 LH1122
 LH1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1122.GEOID18 height accuracy estimate available here.
 LH1122
 LH1122.Click photographs - Photos may exist for this station.
 LH1122
 LH1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1122
 LH1122. The following values were computed from the NAD 83(1995) position.
 LH1122
 LH1122;                    North         East     Units Scale Factor Converg.
 LH1122;SPC NE       -    84,584.655   631,937.623   MT  0.99978678   +1 01 58.9
 LH1122;SPC NE       -   277,508.16  2,073,282.02   sFT  0.99978678   +1 01 58.9
 LH1122;UTM  14      - 4,492,777.763   547,292.716   MT  0.99962753   +0 21 48.8
 LH1122
 LH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4729292777(NAD 83)
 LH1122
 LH1122                          SUPERSEDED SURVEY CONTROL
 LH1122
 LH1122  NAD 83(1986)-  40 35 03.99419(N)    098 26 28.20366(W) AD(       ) 3
 LH1122  NAD 27      -  40 35 03.93600(N)    098 26 26.98500(W) AD(       ) 3
 LH1122
 LH1122.Superseded values are not recommended for survey control.
 LH1122
 LH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1122.See file dsdata.pdf to determine how the superseded data were derived.
 LH1122
 LH1122_MARKER: 63 = STACK
 LH1122
 LH1122  HISTORY     - Date     Condition        Report By
 LH1122  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1122  HISTORY     - 1964     GOOD             CGS
 LH1122  HISTORY     - 1979     GOOD             NGS
 LH1122
 LH1122                          STATION DESCRIPTION
 LH1122
 LH1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1122'THE STATION IS LOCATED NEAR THE WEST EDGE OF THE HOSPITAL AREA.
 LH1122'IT IS A GRAY COLORED CONCRETE STACK ABOUT 6 FEET IN DIAMETER AND HAS
 LH1122'AN OVERALL HEIGHT OF ABOUT 120 FEET.  THE STACK IS LOCATED AT THE
 LH1122'NORTH END OF THE POWER HOUSE.
 LH1122'
 LH1122'THE TOP AND CENTER OF THE STACK WAS OBSERVED.
 LH1122
 LH1122                          STATION RECOVERY (1964)
 LH1122
 LH1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1122'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1122'CONDITION.  LOCAL INQUIRY VERIFIED THE EXISTANCE.
 LH1122
 LH1122                          STATION RECOVERY (1979)
 LH1122
 LH1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 LH1122'THE STACK WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE STACK HAS
 LH1122'HAD THE TOP 13 FEET REMOVED AS OF 1977, AND IT IS ON THE SOUTH END
 LH1122'OF THE POWER HOUSE RATHER THAN THE NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1125 ***********************************************************************
 LH1125  DESIGNATION -  INGLESIDE STATE HOSPITAL STANDPIPE
 LH1125  PID         -  LH1125
 LH1125  STATE/COUNTY-  NE/ADAMS
 LH1125  COUNTRY     -  US
 LH1125  USGS QUAD   -  HASTINGS WEST (2017)
 LH1125
 LH1125                         *CURRENT SURVEY CONTROL
 LH1125  ______________________________________________________________________
 LH1125* NAD 83(1995) POSITION- 40 35 02.67732(N) 098 26 27.49999(W)   ADJUSTED
 LH1125  ______________________________________________________________________
 LH1125  GEOID HEIGHT    -        -25.263 (meters)                     GEOID18
 LH1125  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LH1125  HORZ ORDER      -  THIRD
 LH1125
 LH1125.The horizontal coordinates were established by classical geodetic methods
 LH1125.and adjusted by the National Geodetic Survey in August 1997.
 LH1125
 LH1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1125.GEOID18 height accuracy estimate available here.
 LH1125
 LH1125.Click photographs - Photos may exist for this station.
 LH1125
 LH1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1125
 LH1125. The following values were computed from the NAD 83(1995) position.
 LH1125
 LH1125;                    North         East     Units Scale Factor Converg.
 LH1125;SPC NE       -    84,544.571   631,954.888   MT  0.99978688   +1 01 59.4
 LH1125;SPC NE       -   277,376.65  2,073,338.66   sFT  0.99978688   +1 01 59.4
 LH1125;UTM  14      - 4,492,737.487   547,309.509   MT  0.99962755   +0 21 49.3
 LH1125
 LH1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4730992737(NAD 83)
 LH1125
 LH1125                          SUPERSEDED SURVEY CONTROL
 LH1125
 LH1125  NAD 83(1986)-  40 35 02.68455(N)    098 26 27.49961(W) AD(       ) 3
 LH1125  NAD 27      -  40 35 02.62200(N)    098 26 26.28000(W) AD(       ) 3
 LH1125  USSD        -  40 35 02.69000(N)    098 26 26.28000(W) AD(       ) 3
 LH1125
 LH1125.Superseded values are not recommended for survey control.
 LH1125
 LH1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1125.See file dsdata.pdf to determine how the superseded data were derived.
 LH1125
 LH1125_MARKER: 52 = STANDPIPE TANK
 LH1125
 LH1125  HISTORY     - Date     Condition        Report By
 LH1125  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1125
 LH1125                          STATION DESCRIPTION
 LH1125
 LH1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1125'THE STATION IS LOCATED AT THE WEST EDGE OF THE HOSPITAL AREA.
 LH1125'IT IS ABOUT 12 FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF ABOUT
 LH1125'100 FEET.  THE TANK IS SILVER IN COLOR AND HAS A CONICAL SHAPED
 LH1125'ROOF.
 LH1125'
 LH1125'THE TOP AND CENTER OF THE TANK ROOF WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0660 ***********************************************************************
 NN0660  DESIGNATION -  INMAN
 NN0660  PID         -  NN0660
 NN0660  STATE/COUNTY-  NE/HOLT
 NN0660  COUNTRY     -  US
 NN0660  USGS QUAD   -  O'NEILL SE (2017)
 NN0660
 NN0660                         *CURRENT SURVEY CONTROL
 NN0660  ______________________________________________________________________
 NN0660* NAD 83(1995) POSITION- 42 21 53.07393(N) 098 30 06.05540(W)   ADJUSTED
 NN0660* NAVD 88 ORTHO HEIGHT -   583.    (meters)     1913.    (feet) SCALED
 NN0660  ______________________________________________________________________
 NN0660  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 NN0660  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 NN0660  HORZ ORDER      -  THIRD
 NN0660
 NN0660.The horizontal coordinates were established by classical geodetic methods
 NN0660.and adjusted by the National Geodetic Survey in August 1997.
 NN0660
 NN0660.The orthometric height was scaled from a topographic map.
 NN0660
 NN0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0660.GEOID18 height accuracy estimate available here.
 NN0660
 NN0660.Click photographs - Photos may exist for this station.
 NN0660
 NN0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0660
 NN0660. The following values were computed from the NAD 83(1995) position.
 NN0660
 NN0660;                    North         East     Units Scale Factor Converg.
 NN0660;SPC NE       -   282,130.722   623,390.912   MT  0.99977100   +0 59 34.6
 NN0660;SPC NE       -   925,623.88  2,045,241.68   sFT  0.99977100   +0 59 34.6
 NN0660;UTM  14      - 4,690,394.729   541,033.039   MT  0.99962072   +0 20 08.9
 NN0660
 NN0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0660!SPC NE       -   0.99991238  x   0.99977100  =   0.99968340
 NN0660!UTM  14      -   0.99991238  x   0.99962072  =   0.99953313
 NN0660
 NN0660:                Primary Azimuth Mark                     Grid Az
 NN0660:SPC NE       -  PAGE SOUTHWEST BASE                      039 33 15.7
 NN0660:UTM  14      -  PAGE SOUTHWEST BASE                      040 12 41.4
 NN0660
 NN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4103390394(NAD 83)
 NN0660
 NN0660|---------------------------------------------------------------------|
 NN0660| PID    Reference Object                     Distance      Geod. Az  |
 NN0660|                                                           dddmmss.s |
 NN0660| NN0174 PAGE SOUTHWEST BASE                 APPROX. 8.6 KM 0403250.3 |
 NN0660| NN0655 PAGE MUNICIPAL TANK                 APPROX. 7.8 KM 0595816.1 |
 NN0660| CO3776 INMAN RM 1                           22.948 METERS 23049     |
 NN0660| CO3778 INMAN RM 3                           30.657 METERS 23838     |
 NN0660| CO3775 INMAN AZ MK                                        3164424.7 |
 NN0660| CO3777 INMAN RM 2                           16.972 METERS 32516     |
 NN0660|---------------------------------------------------------------------|
 NN0660
 NN0660                          SUPERSEDED SURVEY CONTROL
 NN0660
 NN0660  NAD 83(1986)-  42 21 53.07902(N)    098 30 06.06050(W) AD(       ) 3
 NN0660  NAD 27      -  42 21 53.06400(N)    098 30 04.76500(W) AD(       ) 3
 NN0660
 NN0660.Superseded values are not recommended for survey control.
 NN0660
 NN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0660.See file dsdata.pdf to determine how the superseded data were derived.
 NN0660
 NN0660_MARKER: DS = TRIANGULATION STATION DISK
 NN0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0660
 NN0660  HISTORY     - Date     Condition        Report By
 NN0660  HISTORY     - 1949     MONUMENTED       CGS
 NN0660  HISTORY     - 1962     SEE DESCRIPTION  USGS
 NN0660  HISTORY     - 1968     GOOD             CGS
 NN0660
 NN0660                          STATION DESCRIPTION
 NN0660
 NN0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0660'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF INMAN,
 NN0660'165.0 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS NO. 20
 NN0660'AND 275, 61.0 FEET SOUTHWEST OF THE WEST RAIL OF A RAILROAD
 NN0660'TRACK, AND 22.0 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND
 NN0660'18.5 FEET NORTH OF THE CENTER OF A GRADED ROAD, AND 12.6 FEET
 NN0660'SOUTH-SOUTHWEST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 NN0660'AND IS STAMPED INMAN 1949.
 NN0660'
 NN0660'REFERENCE MARK NO. 1 IS 30.3 FEET SOUTH OF THE CENTER OF A
 NN0660'GRADED ROAD, 26.0 FEET EAST OF A T FENCE CORNER AND 1.0 FOOT
 NN0660'NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED INMAN
 NN0660'NO 1 1949.
 NN0660'
 NN0660'REFERENCE MARK NO. 2 IS 48.4 FEET SOUTHWEST OF THE WEST RAIL
 NN0660'OF A RAILROAD TRACK.  IT PROJECTS 4 INCHES AND IS STAMPED
 NN0660'INMAN NO 2 1949.
 NN0660'
 NN0660'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY BETWEEN A
 NN0660'RAILROAD TRACK AND U.S. HIGHWAYS NO. 20 AND 275.  IT IS 50.4
 NN0660'FEET WEST-SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS NO. 20
 NN0660'AND 275, 47.0 FEET EAST-NORTHEAST OF THE EAST RAIL OF A RAILROAD
 NN0660'TRACK AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT
 NN0660'PROJECTS 1 INCH AND IS STAMPED INMAN 1949.
 NN0660'
 NN0660'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0660'SOUTHEAST ON U.S. HIGHWAYS NO. 20 AND 275 FOR 1.65 MILES AND
 NN0660'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHEAST
 NN0660'ON U.S. HIGHWAYS NO. 20 AND 275 FOR 0.35 OF A MILE TO A CROSSROAD,
 NN0660'HERE TURN SHARP RIGHT ACROSS RAILROAD TRACKS AND A WOODEN
 NN0660'BRIDGE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NN0660'
 NN0660'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900 1906 IS VISIBLE
 NN0660'AT 64 FEET.
 NN0660'
 NN0660'A 4 FOOT SIGNAL AT STATION ELKHORN IS VISIBLE AT 64 FEET.
 NN0660'
 NN0660'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 20 FEET.
 NN0660'
 NN0660'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0660
 NN0660                          STATION RECOVERY (1962)
 NN0660
 NN0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0660'STATION WAS FOUND DESTROYED.
 NN0660'
 NN0660'REFERENCE MARK NO. 1, (TABLET), HAS BEEN TORN OUT AND WAS
 NN0660'FOUND AT SITE.
 NN0660
 NN0660                          STATION RECOVERY (1968)
 NN0660
 NN0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NN0660'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 NN0660'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 NN0660'DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 NN0660'AND ALL INDICATIONS SHOW THE MARK WAS DESTROYED WHEN HIGHWAY
 NN0660'WAS WIDENED.  NO V.G. OBJECTS SO A NEW AZIMUTH MARK WAS NOT
 NN0660'SET.  THIS STATION WAS REPORTED DESTROYED BY THE U.S. GEOLOGICAL
 NN0660'SURVEY IN 1962.
 NN0660'
 NN0660'REFERENCE MARK NO. 3 WAS SET.
 NN0660'
 NN0660'FOLLOWING IS A NEW DESCRIPTION.
 NN0660'
 NN0660'TO REACH THE STATION FROM THE CROSSROAD AT INMAN, GO SOUTHEAST
 NN0660'ON U.S. HIGHWAY 20 FOR 1.9 MILES TO A CROSSROAD.  TURN RIGHT
 NN0660'AND CROSS RAILROAD TRACKS AND THE STATION ON THE RIGHT.
 NN0660'
 NN0660'STATION MARK, A STANDARD DISK STAMPED INMAN 1949, IS SET IN
 NN0660'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0660'SURFACE OF THE GROUND.  IT IS 165 FEET SOUTHWEST OF THE CENTER
 NN0660'OF HIGHWAY, 61 FEET SOUTHWEST OF THE WEST RAIL OF RAILROAD
 NN0660'TRACKS, 50 FEET SOUTHEAST OF A PIPELINE PIPE ABOUT 7 FEET HIGH,
 NN0660'22 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 18.5 FEET NORTH
 NN0660'OF THE CENTER OF A GRADED ROAD, AND 12.5 FEET SOUTH-SOUTHWEST
 NN0660'OF A WOODEN WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.
 NN0660'THE UNDERGROUND MARK WAS NOT INSPECTED.
 NN0660'
 NN0660'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INMAN NO. 2 1949,
 NN0660'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NN0660'3 INCHES.  IT IS 48.5 FEET SOUTHWEST OF THE WEST RAIL OF THE
 NN0660'RAILROAD TRACK AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 NN0660'
 NN0660'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED INMAN 1949
 NN0660'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NN0660'PROJECTS 1 INCH.  IT IS 37 FEET SOUTH OF THE CENTER OF THE
 NN0660'GRADED ROAD, 2.5 FEET WEST OF A T-FENCE CORNER, AND 0.5 FEET
 NN0660'SOUTH OF A FENCE.
 NN0660'
 NN0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NN0660'MILES SOUTHEAST OF INMAN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0507 ***********************************************************************
 NO0507  DESIGNATION -  IRWIN
 NO0507  PID         -  NO0507
 NO0507  STATE/COUNTY-  NE/CHERRY
 NO0507  COUNTRY     -  US
 NO0507  USGS QUAD   -  IRWIN (2017)
 NO0507
 NO0507                         *CURRENT SURVEY CONTROL
 NO0507  ______________________________________________________________________
 NO0507* NAD 83(1995) POSITION- 42 54 33.79985(N) 101 57 19.55004(W)   ADJUSTED
 NO0507* NAVD 88 ORTHO HEIGHT -  1102.    (meters)     3615.    (feet) SCALED
 NO0507  ______________________________________________________________________
 NO0507  GEOID HEIGHT    -        -18.910 (meters)                     GEOID18
 NO0507  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 NO0507  HORZ ORDER      -  FIRST
 NO0507
 NO0507.The horizontal coordinates were established by classical geodetic methods
 NO0507.and adjusted by the National Geodetic Survey in August 1997.
 NO0507
 NO0507.The orthometric height was scaled from a topographic map.
 NO0507
 NO0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0507.GEOID18 height accuracy estimate available here.
 NO0507
 NO0507.Click photographs - Photos may exist for this station.
 NO0507
 NO0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0507
 NO0507. The following values were computed from the NAD 83(1995) position.
 NO0507
 NO0507;                    North         East     Units Scale Factor Converg.
 NO0507;SPC NE       -   343,360.895   340,338.250   MT  0.99995969   -1 17 45.1
 NO0507;SPC NE       - 1,126,509.87  1,116,593.08   sFT  0.99995969   -1 17 45.1
 NO0507;SPC SD S     -    65,288.690   467,549.120   MT  0.99998286   -1 07 08.4
 NO0507;SPC SD S     -   214,201.31  1,533,950.74   sFT  0.99998286   -1 07 08.4
 NO0507;UTM  14      - 4,754,990.936   258,746.086   MT  1.00031610   -2 00 47.3
 NO0507;UTM  13      - 4,755,250.590   748,530.883   MT  1.00035995   +2 04 26.1
 NO0507
 NO0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0507!SPC NE       -   0.99983010  x   0.99995969  =   0.99978980
 NO0507!SPC SD S     -   0.99983010  x   0.99998286  =   0.99981296
 NO0507!UTM  14      -   0.99983010  x   1.00031610  =   1.00014615
 NO0507!UTM  13      -   0.99983010  x   1.00035995  =   1.00018999
 NO0507
 NO0507:                Primary Azimuth Mark                     Grid Az
 NO0507:SPC NE       -  IRWIN AZ MK                              072 59 58.8
 NO0507:SPC SD S     -  IRWIN AZ MK                              072 49 22.1
 NO0507:UTM  14      -  IRWIN AZ MK                              073 43 01.0
 NO0507:UTM  13      -  IRWIN AZ MK                              069 37 47.6
 NO0507
 NO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN5874654990(NAD 83)
 NO0507
 NO0507|---------------------------------------------------------------------|
 NO0507| PID    Reference Object                     Distance      Geod. Az  |
 NO0507|                                                           dddmmss.s |
 NO0507| CQ4062 IRWIN AZ MK                                        0714213.7 |
 NO0507| CQ4063 IRWIN RM 1                           39.724 METERS 13914     |
 NO0507| CQ4064 IRWIN RM 2                           14.133 METERS 34422     |
 NO0507|---------------------------------------------------------------------|
 NO0507
 NO0507                          SUPERSEDED SURVEY CONTROL
 NO0507
 NO0507  NAD 83(1986)-  42 54 33.79201(N)    101 57 19.55512(W) AD(       ) 1
 NO0507  NAD 27      -  42 54 33.79200(N)    101 57 18.02000(W) AD(       ) 1
 NO0507
 NO0507.Superseded values are not recommended for survey control.
 NO0507
 NO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0507.See file dsdata.pdf to determine how the superseded data were derived.
 NO0507
 NO0507_MARKER: DS = TRIANGULATION STATION DISK
 NO0507_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0507_STAMPING: IRWIN 1946
 NO0507_MARK LOGO: CGS
 NO0507_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0507
 NO0507  HISTORY     - Date     Condition        Report By
 NO0507  HISTORY     - 1946     MONUMENTED       CGS
 NO0507
 NO0507                          STATION DESCRIPTION
 NO0507
 NO0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0507'LOCATED ABOUT 15 MILES NORTHEAST OF GORDON, 2.5 MILES NORTH
 NO0507'OF IRWIN AND 200 FEET NORTH OF A WIRE FENCE ON THE HIGHEST
 NO0507'POINT OF A LARGE, PROMINENT SAND HILL.  IT IS A STANDARD
 NO0507'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 15
 NO0507'INCHES.  IT IS STAMPED IRWIN 1946.
 NO0507'
 NO0507'REFERENCE MARK NO. 1 IS ABOUT 50 FEET LOWER THAN THE STATION,
 NO0507'65 FEET NORTH OF THE WIRE FENCE AND 2 FEET NORTH OF A REFERENCE
 NO0507'POST.  IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH
 NO0507'SOIL PIPE THAT PROJECTS 14 INCHES.  IT IS STAMPED IRWIN
 NO0507'NO 1 1946.
 NO0507'
 NO0507'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION
 NO0507'AND 5 FEET SOUTH OF THE NORTH EDGE OF THE SAND HILL.  IT IS
 NO0507'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0507'PROJECTS 12 INCHES.  IT IS STAMPED IRWIN NO 2 1946.
 NO0507'
 NO0507'THE AZIMUTH MARK IS 10 FEET WEST OF A WIRE FENCE AND 2 FEET
 NO0507'WEST OF A REFERENCE POST.  IT IS A STANDARD DISK WELDED TO
 NO0507'THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.  IT
 NO0507'IS STAMPED IRWIN 1946.
 NO0507'
 NO0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0507'20 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON,
 NO0507'GO EAST ON NO. 20 FOR 14.6 MILES (SIGN IRWIN 7 MILES NORTHWEST).
 NO0507'THEN LEFT, NORTH, (ON A ROCK ROAD THAT SOON CHANGES TO A
 NO0507'SAND TRAIL) FOR 4.9 MILES.  THEN RIGHT FORK FOR 1.1 MILES.
 NO0507'THEN LEFT FORK, WEST, FOR 0.5 MILE TO THE RAILROAD DEPOT AT
 NO0507'IRWIN.  TURN RIGHT, NORTH, (CROSSING RAILROAD TRACKS) FOR
 NO0507'0.05 MILE TO A FORK.  THEN RIGHT FORK, NORTHERLY, FOR 1.05
 NO0507'MILES TO A T INTERSECTION.  THEN RIGHT, EAST, FOR 0.25 MILES
 NO0507'TO FORKS JUST WEST OF A RANCH HOUSE.  TURN LEFT, NORTH, ON
 NO0507'THE EXTREME LEFT FORK FOR 1.4 MILES.  THEN LEFT FORK FOR
 NO0507'0.1 MILE TO A FORK JUST AFTER CROSSING A SMALL WOODEN
 NO0507'BRIDGE.  THEN LEFT FORK (DIM TRACK ROAD) FOR 0.35 MILE.  THEN
 NO0507'RIGHT FORK, NORTHERLY, FOR 0.45 MILE TO A WIRE GATE ON
 NO0507'THE LEFT (ABOUT 60 YARDS SOUTH-SOUTHWEST OF A WINDMILL).
 NO0507'TURN LEFT, THROUGH THE WIRE GATE, GO WESTERLY (KEEPING
 NO0507'ABOUT 200 YARDS NORTH OF A WIRE FENCE) FOR 0.55 MILE TO A
 NO0507'NORTH-SOUTH WIRE FENCE AND THE AZIMUTH MARK.  TAKE THE FENCE
 NO0507'DOWN AND CONTINUE WESTERLY FOR 0.4 MILE TO THE END OF
 NO0507'TRUCK TRAVEL AT THE EAST BASE OF THE SAND HILL.  PACK
 NO0507'WESTERLY FOR ABOUT 200 YARDS TO THE HIGHEST POINT AND THE
 NO0507'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0686 ***********************************************************************
 NP0686  DESIGNATION -  ISINGLASS
 NP0686  PID         -  NP0686
 NP0686  STATE/COUNTY-  NE/DAWES
 NP0686  COUNTRY     -  US
 NP0686  USGS QUAD   -  ISINGLASS BUTTES (2017)
 NP0686
 NP0686                         *CURRENT SURVEY CONTROL
 NP0686  ______________________________________________________________________
 NP0686* NAD 83(1996) POSITION- 42 54 44.65891(N) 102 57 25.84624(W)   ADJUSTED
 NP0686* NAVD 88 ORTHO HEIGHT -  1059.    (meters)     3474.    (feet) SCALED
 NP0686  ______________________________________________________________________
 NP0686  GEOID HEIGHT    -        -17.953 (meters)                     GEOID18
 NP0686  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 NP0686  HORZ ORDER      -  FIRST
 NP0686
 NP0686.The horizontal coordinates were established by classical geodetic methods
 NP0686.and adjusted by the National Geodetic Survey in January 1998.
 NP0686
 NP0686.The orthometric height was scaled from a topographic map.
 NP0686
 NP0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0686.GEOID18 height accuracy estimate available here.
 NP0686
 NP0686.Click photographs - Photos may exist for this station.
 NP0686
 NP0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0686
 NP0686. The following values were computed from the NAD 83(1996) position.
 NP0686
 NP0686;                    North         East     Units Scale Factor Converg.
 NP0686;SPC NE       -   346,019.418   258,582.969   MT  0.99996099   -1 57 35.0
 NP0686;SPC NE       - 1,135,232.04    848,367.62   sFT  0.99996099   -1 57 35.0
 NP0686;SPC SD S     -    67,714.314   385,784.819   MT  0.99998222   -1 48 36.2
 NP0686;SPC SD S     -   222,159.38  1,265,695.69   sFT  0.99998222   -1 48 36.2
 NP0686;UTM  13      - 4,753,112.035   666,745.896   MT  0.99994206   +1 23 28.4
 NP0686
 NP0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0686!SPC NE       -   0.99983684  x   0.99996099  =   0.99979784
 NP0686!SPC SD S     -   0.99983684  x   0.99998222  =   0.99981906
 NP0686!UTM  13      -   0.99983684  x   0.99994206  =   0.99977891
 NP0686
 NP0686:                Primary Azimuth Mark                     Grid Az
 NP0686:SPC NE       -  ISINGLASS AZ MK                          185 30 39.5
 NP0686:SPC SD S     -  ISINGLASS AZ MK                          185 21 40.7
 NP0686:UTM  13      -  ISINGLASS AZ MK                          182 09 36.1
 NP0686
 NP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6674553112(NAD 83)
 NP0686
 NP0686|---------------------------------------------------------------------|
 NP0686| PID    Reference Object                     Distance      Geod. Az  |
 NP0686|                                                           dddmmss.s |
 NP0686| CQ4065 ISINGLASS AZ MK                                    1833304.5 |
 NP0686| CQ4066 ISINGLASS RM 1                       37.572 METERS 25448     |
 NP0686| OT0814 LOOKOUT TOWER ON MT COOLIDGE        APPROX.99.2 KM 3313553.4 |
 NP0686| OT0811 BLACK HILLS N HIGH PART PEAK                       3362951.8 |
 NP0686| CQ4067 ISINGLASS RM 2                       26.695 METERS 35806     |
 NP0686|---------------------------------------------------------------------|
 NP0686
 NP0686                          SUPERSEDED SURVEY CONTROL
 NP0686
 NP0686  NAD 83(1995)-  42 54 44.65887(N)    102 57 25.84611(W) AD(       ) 1
 NP0686  NAD 83(1993)-  42 54 44.65625(N)    102 57 25.84503(W) AD(       ) 1
 NP0686  NAD 83(1986)-  42 54 44.64504(N)    102 57 25.83874(W) AD(       ) 1
 NP0686  NAD 27      -  42 54 44.73000(N)    102 57 24.18300(W) AD(       ) 1
 NP0686
 NP0686.Superseded values are not recommended for survey control.
 NP0686
 NP0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0686.See file dsdata.pdf to determine how the superseded data were derived.
 NP0686
 NP0686_MARKER: DS = TRIANGULATION STATION DISK
 NP0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0686_STAMPING: ISINGLASS 1934
 NP0686_MARK LOGO: CGS
 NP0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0686+STABILITY: SURFACE MOTION
 NP0686
 NP0686  HISTORY     - Date     Condition        Report By
 NP0686  HISTORY     - 1934     MONUMENTED       CGS
 NP0686  HISTORY     - 1936     GOOD             CGS
 NP0686  HISTORY     - 1941     GOOD             CGS
 NP0686
 NP0686                          STATION DESCRIPTION
 NP0686
 NP0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0686'STATION IS ABOUT 6 MILES NNE OF CHADRON, ON THE EASTERN END
 NP0686'OF THE NORTHERN OF TWO BARE RIDGES, LOCALLY KNOWN AS ISINGLASS
 NP0686'BUTTES.  STATION IS ABOUT 3/8 MILE W OF A SMALL LAKE.
 NP0686'
 NP0686'REFERENCE MARK NO. 1 IS WSW AND NO. 2 IS N OF THE STATION.
 NP0686'
 NP0686'AZIMUTH MARK IS ABOUT 0.9 MILE S OF STATION.  IT IS 34 FEET
 NP0686'E OF GATE POST AND 4 FEET N OF AN E-W FENCE.
 NP0686'
 NP0686'THE STATION IS REACHED FROM CHADRON, BY GOING E ON U.S. HIGHWAY
 NP0686'20, 1.5 MILES.  TURN N ON A GRADED ROAD AND GO 5.0 MILES TO
 NP0686'A GRADED ROAD LEADING TO W.  TURN W ON THIS ROAD AND GO 0.5
 NP0686'MILE.  TURN OFF GRADED ROAD ABOUT 0.1 MILE W OF A SCHOOL HOUSE
 NP0686'AND DRIVE N ALONG E SIDE OF A FENCE 0.5 MILE TO A WIRE GATE.
 NP0686'PASS THROUGH GATE AND CONTINUE NORTHERLY ON TRAIL 0.5 MILE
 NP0686'TO A WIRE GATE.  PASS THROUGH GATE, LEAVE TRAIL AND DRIVE
 NP0686'ACROSS COUNTRY NORTHERLY 0.9 MILE TO E END OF RIDGE TO N.
 NP0686'THE STATION IS ON HIGHEST POINT IN THE NEAR VICINITY.
 NP0686'
 NP0686'A FOUR-FOOT STAND WAS ERECTED.
 NP0686
 NP0686                          STATION RECOVERY (1936)
 NP0686
 NP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0686'THE STATION IS ABOUT 8.5 MILES BY ROAD N BY E OF CHADRON,
 NP0686'NEBRASKA, AND ABOUT 1.0 MILE W OF THE PINE RIDGE-CHADRON,
 NP0686'NEBRASKA ROAD, ON THE E END OF A HIGH, BARE RIDGE IN PASTURE.
 NP0686'THE STATION IS ON THE E END OF THE RIDGE, BUT NOT THE HIGHEST
 NP0686'POINT.
 NP0686'
 NP0686'THE TRIANGULATION STATION IS ON THE RIDGE IN THE APPROXIMATE
 NP0686'CENTER.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 1 IS 123.30 FEET S OF W OF THE TRIANGULATION
 NP0686'STATION.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 5 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 2 IS 87.60 FEET W OF N OF THE STATION.
 NP0686'A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 NP0686'
 NP0686'AZIMUTH MARK RECOVERED AS DESCRIBED.  A ONE-FOOT SQUARE CONCRETE
 NP0686'POST, PROJECTING 4 INCHES.
 NP0686'
 NP0686'MARKS ARE STAMPED 1934.
 NP0686'
 NP0686'ALL STATIONS VISIBLE FROM THE GROUND.
 NP0686
 NP0686                          STATION RECOVERY (1941)
 NP0686
 NP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0686'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NP0686'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND
 NP0686'TO BE IN ERROR 1 MINUTE AND REFERENCE MARK NO. 2 WAS FOUND
 NP0686'TO BE IN ERROR APPROXIMATELY 2 DEGREES.
 NP0686'
 NP0686'STATION IS LOCATED ABOUT 6 MILES NNE OF CHADRON, ON THE EASTERN
 NP0686'END OF A LONG BARE RIDGE, KNOWN AS ISINGLASS BUTTE, ABOUT 3
 NP0686'MILES W OF A SMALL LAKE AND 7 FEET E OF A WHITE REFERENCE POST.
 NP0686'IT IS STAMPED ISINGLASS 1934 AND PROJECTS 6 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 1 IS STAMPED ISINGLASS NO. 1 1934 AND
 NP0686'PROJECTS ABOUT 6 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 2 IS STAMPED ISINGLASS NO. 2 1934 AND
 NP0686'PROJECTS ABOUT 6 INCHES.
 NP0686'
 NP0686'THE AZIMUTH MARK IS 34 FEET E OF A WIRE GATE, 5 FEET N OF AN
 NP0686'E-W FENCE LINE AND 5 FEET N OF A WHITE REFERENCE POST.  IT IS
 NP0686'STAMPED ISINGLASS 1934 AND PROJECTS ABOUT 6 INCHES.
 NP0686'
 NP0686'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO E
 NP0686'ON U.S. HIGHWAY 20 FOR 1.5 MILES TO A DIRT ROAD LEFT, N.  TURN
 NP0686'LEFT AND GO 5 MILES TO A DIRT ROAD LEFT, W.  TURN LEFT AND GO
 NP0686'0.5 MILE TO A DIRT ROAD RIGHT, N.  TURN RIGHT AND GO 0.5 MILE
 NP0686'ALONG E SIDE OF A FENCE TO A WIRE GATE, PASS THROUGH GATE AND
 NP0686'CONTINUE N ON A TRACK ROAD FOR 0.5 MILE TO ANOTHER GATE AND
 NP0686'AZIMUTH MARK ON THE RIGHT, PASS THROUGH GATE AND CONTINUE N
 NP0686'ON TRACK ROAD 0.9 MILE TO THE EASTERN END OF THE RIDGE AND
 NP0686'STATION.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION CHADRON MAG. STA. IS VISIBLE FROM
 NP0686'THE GROUND.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION HAMMOND IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION WOLF IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION DAVIS IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 37-FOOT SIGNAL AT STATION SLIM IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 87-FOOT SIGNAL AT STATION HUNTER IS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1135 ***********************************************************************
 LH1135  DESIGNATION -  ISLAND RESET
 LH1135  PID         -  LH1135
 LH1135  STATE/COUNTY-  NE/HALL
 LH1135  COUNTRY     -  US
 LH1135  USGS QUAD   -  GRAND ISLAND (2017)
 LH1135
 LH1135                         *CURRENT SURVEY CONTROL
 LH1135  ______________________________________________________________________
 LH1135* NAD 83(1995) POSITION- 40 57 38.24817(N) 098 19 24.63809(W)   ADJUSTED
 LH1135* NAVD 88 ORTHO HEIGHT -   563.    (meters)     1847.    (feet) SCALED
 LH1135  ______________________________________________________________________
 LH1135  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 LH1135  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 LH1135  HORZ ORDER      -  SECOND
 LH1135
 LH1135.The horizontal coordinates were established by classical geodetic methods
 LH1135.and adjusted by the National Geodetic Survey in August 1997.
 LH1135
 LH1135.The orthometric height was scaled from a topographic map.
 LH1135
 LH1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1135.GEOID18 height accuracy estimate available here.
 LH1135
 LH1135.Click photographs - Photos may exist for this station.
 LH1135
 LH1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1135
 LH1135. The following values were computed from the NAD 83(1995) position.
 LH1135
 LH1135;                    North         East     Units Scale Factor Converg.
 LH1135;SPC NE       -   126,527.347   641,084.977   MT  0.99970357   +1 06 39.6
 LH1135;SPC NE       -   415,115.14  2,103,292.96   sFT  0.99970357   +1 06 39.6
 LH1135;UTM  14      - 4,534,606.336   556,927.830   MT  0.99963989   +0 26 36.5
 LH1135
 LH1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1135!SPC NE       -   0.99991559  x   0.99970357  =   0.99961918
 LH1135!UTM  14      -   0.99991559  x   0.99963989  =   0.99955551
 LH1135
 LH1135:                Primary Azimuth Mark                     Grid Az
 LH1135:SPC NE       -  ISLAND RM 3 AZIMUTH                      002 41 55.9
 LH1135:UTM  14      -  ISLAND RM 3 AZIMUTH                      003 21 59.0
 LH1135
 LH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5692734606(NAD 83)
 LH1135
 LH1135|---------------------------------------------------------------------|
 LH1135| PID    Reference Object                     Distance      Geod. Az  |
 LH1135|                                                           dddmmss.s |
 LH1135| CN8850 ISLAND AZ MK                                       0034834.2 |
 LH1135| CN8853 ISLAND RM 3 AZIMUTH                                0034835.5 |
 LH1135| LH1140 GRAND IS MUNICIPAL AIRPORT BCN                     01911     |
 LH1135| CN8851 ISLAND RM 1                          19.233 METERS 02950     |
 LH1135| LH1101 PHILLIPS RADIO STA KMMJ MAST        APPROX.13.1 KM 1202850.6 |
 LH1135| LH1099 PHILLIPS MUNICIPAL TANK             APPROX.11.6 KM 1280751.2 |
 LH1135| LH1138 RIVERSIDE POWER PLANT STACK         APPROX. 8.6 KM 1413245.4 |
 LH1135| CN8852 ISLAND RM 2                          20.047 METERS 15431     |
 LH1135| LH1134 GRAND IS HALL CO CTHSE              APPROX. 4.3 KM 1975839.1 |
 LH1135| LH1141 GRAND IS ST MARYS CATHEDRAL         APPROX. 4.7 KM 2001834.5 |
 LH1135| LH1137 GRAND IS CONSUM COOP PWR STACK      APPROX. 4.0 KM 2025743.7 |
 LH1135| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX. 6.3 KM 2275650.2 |
 LH1135| LH1132 GRAND IS VETERANS HOSP STACK        APPROX. 3.4 KM 2325613.5 |
 LH1135| LH1154 GRAND IS CONSUM COOP RAD MAST       APPROX. 5.6 KM 2340319.9 |
 LH1135| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX.13.8 KM 2512835.8 |
 LH1135|---------------------------------------------------------------------|
 LH1135
 LH1135                          SUPERSEDED SURVEY CONTROL
 LH1135
 LH1135  NAD 83(1986)-  40 57 38.25562(N)    098 19 24.64019(W) AD(       ) 2
 LH1135  NAD 27      -  40 57 38.21300(N)    098 19 23.42500(W) AD(       ) 2
 LH1135
 LH1135.Superseded values are not recommended for survey control.
 LH1135
 LH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1135.See file dsdata.pdf to determine how the superseded data were derived.
 LH1135
 LH1135_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1135_STAMPING: ISLAND 1950 1973
 LH1135_MARK LOGO: NGS
 LH1135_PROJECTION: RECESSED 36 CENTIMETERS
 LH1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1135+STABILITY: SURFACE MOTION
 LH1135
 LH1135  HISTORY     - Date     Condition        Report By
 LH1135  HISTORY     - 1973     MONUMENTED       NGS
 LH1135  HISTORY     - 1974     GOOD             NGS
 LH1135  HISTORY     - 1976     GOOD             NGS
 LH1135
 LH1135                          STATION DESCRIPTION
 LH1135
 LH1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1135'THE SURFACE STATION MARK WAS RECOVERED IN FAIR CONDITION, THE
 LH1135'MONUMENT HAD DEEP SCRATCHES AND THE AREA IS NOW UNDER CULTIVATION.
 LH1135'THE REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LH1135'AZIMUTH MARK DISK WAS BROKEN OFF AND THE STEM WAS STILL INTACT
 LH1135'IN THE CONCRETE MONUMENT.  THE UNDERGROUND STATION MARK WAS
 LH1135'RECOVERED IN GOOD CONDITION.  A NEW SURFACE STATION MARK WAS SET
 LH1135'DIRECTLY OVER THE UNDERGROUND STATION MARK.  A NEW REFERENCE
 LH1135'MARK DISK WAS SET IN THE AZIMUTH MARK CONCRETE MONUMENT AND IS
 LH1135'NUMBERED 3.  THE REFERENCE MARK 1 AND 2 WERE MEASURED TO THROUGH
 LH1135'THE TOPS OF CORN AND THE DISTANCES CHECKED FAVORABLY WITH THE
 LH1135'PREVIOUS DISTANCES.  THE DIRECTIONS WERE NOT OBSERVED TO THE
 LH1135'REFERENCE MARKS DUE TO THE TALL CORN.  THE ANGLES BETWEEN
 LH1135'THE INTERSECTION STATIONS AND THE AZIMUTH MARK DID NOT CHECK
 LH1135'THE PREVIOUS DIRECTIONS.  OBSERVATIONS MADE ONLY AFTER
 LH1135'THE SURFACE STATION MARK WAS LOWERED.  THE UNDERGROUND
 LH1135'STATION MARK WAS NOT DISTURBED AND THE SEPERATION BOARDS WERE
 LH1135'FOUND BETWEEN THE STATION MARK MONUMENTS.  THE SURFACE
 LH1135'STATION MARK WAS FOUND TO BE 0.03 METERS SOUTH-SOUTHWEST OF THE
 LH1135'UNDERGROUND STATION MARK AND THIS MARK COULD HAVE BEEN MOVE
 LH1135'BY FARM MACHINERY.  FOLLOWING IS A NEW COMPLETE
 LH1135'DESCRIPTION-
 LH1135'
 LH1135'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF GRAND
 LH1135'ISLAND AND AT THE SOUTHWEST ENTRANCE TO THE GRAND ISLAND
 LH1135'MUNICIPAL AIRPORT, ON LAND OWNED BY THE CITY OF GRAND ISLAND AND
 LH1135'FARMED BY MR. DON PETERSON WHO LIVES ABOUT 1 MILE SOUTH OF THE
 LH1135'STATION.
 LH1135'
 LH1135'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 AND STATE
 LH1135'HIGHWAY 2 AT THE NORTHWEST CORNER OF GRAND ISLAND, GO EASTERLY
 LH1135'ON HIGHWAY 281 FOR 1.0 MILE TO THE NEBRASKA VETERANS HOME ON THE
 LH1135'RIGHT.  CONTINUE EASTERLY ON HIGHWAY 281 FOR 0.4 MILE TO WHERE
 LH1135'HIGHWAY 281 TURNS NORTH.  TURN LEFT AND GO NORTH ON HIGHWAY 281
 LH1135'FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED
 LH1135'ROAD FOR 1.9 MILES TO THE SOUTHWEST ENTRANCE ROAD TO THE
 LH1135'AIRPORT.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON
 LH1135'THE LEFT.
 LH1135'
 LH1135'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ISLAND 1950
 LH1135'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 LH1135'IS 14 INCHES BELOW THE GROUND SURFACE.
 LH1135'
 LH1135'THE STATION MARK IS 30.8 FEET DUE WEST OF A METAL WITNESS POST
 LH1135'IN A NORTH-SOUTH FENCE AND 30.5 FEET WEST-NORTHWEST OF A 4 X 4 WOOD
 LH1135'WITNESS POST.  THE UNDERGROUND DISK IS STAMPED ISLAND 1950,
 LH1135'SET IN AN IRREGULAR MASS OF CONCRETE AND IS ABOUT 30 INCHES
 LH1135'BELOW THE GROUND SURFACE.
 LH1135'
 LH1135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ISLAND NO 1 1950,
 LH1135'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LH1135'FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET WEST OF THE CENTER
 LH1135'OF THE PAVED ROAD, 4 FEET NORTH OF A CONCRETE CORNER FENCE POST
 LH1135'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LH1135'
 LH1135'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ISLAND NO 2 1950,
 LH1135'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LH1135'WITH THE GROUND SURFACE.  IT IS 59 FEET WEST OF THE CENTER OF THE
 LH1135'PAVED ROAD, 1.5 FEET NORTHWEST OF A CONCRETE FENCE POST, 1.5 FEET
 LH1135'WEST OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LH1135'
 LH1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ISLAND 1950 NO 3
 LH1135'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LH1135'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET
 LH1135'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING PAINTED
 LH1135'RED, 37 FEET EAST OF THE CENTER OF THE PAVED ROAD, 4 FEET EAST OF
 LH1135'A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LH1135'
 LH1135'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON THE PAVED
 LH1135'ROAD TOWARD THE AIRPORT FOR 0.4 MILE TO THE REFERENCE MARK 3 ON
 LH1135'THE RIGHT.
 LH1135'
 LH1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1135'NORTHEAST OF GRAND ISLAND.
 LH1135
 LH1135                          STATION RECOVERY (1974)
 LH1135
 LH1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1135'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 LH1135'1973.
 LH1135'
 LH1135'IN 1973 THIS PARTY LOWERED THIS STATION AND DIRECTIONS TO SEVERAL
 LH1135'INTERSECTIONS STATION WERE OBSERVED AND NO CHECKS AGAINST THE
 LH1135'1950 DATA WAS OBTAINED.  THE STATION WAS OBSERVED THIS DATE AND
 LH1135'DIRECTIONS TO THE LISTED INTERSECTION STATIONS WERE OBSERVED AND
 LH1135'THE DIRECTIONS COMPARED FAVORABLE TO THE INTERSECTION STATIONS
 LH1135'THAT HAVE NOT BEEN ALTERED OR REMOVED.  ALL THE LISTED
 LH1135'INTERSECTION STATION LISTED ABOVE WERE CHECKED AND VERIFIED
 LH1135'AND A RECOVERY DESCRIPTION WAS FORWARDED TO THE ROCKVILLE
 LH1135'MD. OFFICE.
 LH1135'
 LH1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1135'NORTHEAST OF GRAND ISLAND.
 LH1135
 LH1135                          STATION RECOVERY (1976)
 LH1135
 LH1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LH1135'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK (RM 3)
 LH1135'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY C. L. NOVAK IN 1973
 LH1135'AND 1974.
 LH1135'
 LH1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 LH1135'NORTHEAST OF GRAND ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0456 ***********************************************************************
 MN0456  DESIGNATION -  ISLEY
 MN0456  PID         -  MN0456
 MN0456  STATE/COUNTY-  NE/GARDEN
 MN0456  COUNTRY     -  US
 MN0456  USGS QUAD   -  MOUNT VERNON (2017)
 MN0456
 MN0456                         *CURRENT SURVEY CONTROL
 MN0456  ______________________________________________________________________
 MN0456* NAD 83(1995) POSITION- 41 13 44.88715(N) 102 35 31.90482(W)   ADJUSTED
 MN0456* NAVD 88 ORTHO HEIGHT -  1211.    (meters)     3973.    (feet) SCALED
 MN0456  ______________________________________________________________________
 MN0456  GEOID HEIGHT    -        -20.042 (meters)                     GEOID18
 MN0456  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 MN0456  HORZ ORDER      -  SECOND
 MN0456
 MN0456.The horizontal coordinates were established by classical geodetic methods
 MN0456.and adjusted by the National Geodetic Survey in August 1997.
 MN0456
 MN0456.The orthometric height was scaled from a topographic map.
 MN0456
 MN0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0456.GEOID18 height accuracy estimate available here.
 MN0456
 MN0456.Click photographs - Photos may exist for this station.
 MN0456
 MN0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0456
 MN0456. The following values were computed from the NAD 83(1995) position.
 MN0456
 MN0456;                    North         East     Units Scale Factor Converg.
 MN0456;SPC NE       -   158,226.504   282,766.397   MT  0.99967020   -1 43 04.2
 MN0456;SPC NE       -   519,114.79    927,709.42   sFT  0.99967020   -1 43 04.2
 MN0456;UTM  13      - 4,566,989.335   701,805.022   MT  1.00010124   +1 35 14.8
 MN0456
 MN0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0456!SPC NE       -   0.99981330  x   0.99967020  =   0.99948356
 MN0456!UTM  13      -   0.99981330  x   1.00010124  =   0.99991452
 MN0456
 MN0456:                Primary Azimuth Mark                     Grid Az
 MN0456:SPC NE       -  ISLEY AZ MK                              224 10 06.6
 MN0456:UTM  13      -  ISLEY AZ MK                              220 51 47.6
 MN0456
 MN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0180566989(NAD 83)
 MN0456
 MN0456|---------------------------------------------------------------------|
 MN0456| PID    Reference Object                     Distance      Geod. Az  |
 MN0456|                                                           dddmmss.s |
 MN0456| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX. 5.7 KM 0645717.5 |
 MN0456| CP8306 ISLEY RM 1                           19.219 METERS 10912     |
 MN0456| CP8307 ISLEY RM 2                           19.528 METERS 17824     |
 MN0456| CP8305 ISLEY AZ MK                                        2222702.4 |
 MN0456|---------------------------------------------------------------------|
 MN0456
 MN0456                          SUPERSEDED SURVEY CONTROL
 MN0456
 MN0456  NAD 83(1993)-  41 13 44.88699(N)    102 35 31.90531(W) AD(       ) 2
 MN0456  NAD 83(1986)-  41 13 44.88378(N)    102 35 31.90641(W) AD(       ) 2
 MN0456  NAD 27      -  41 13 44.93920(N)    102 35 30.21060(W) AD(       ) 2
 MN0456
 MN0456.Superseded values are not recommended for survey control.
 MN0456
 MN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0456.See file dsdata.pdf to determine how the superseded data were derived.
 MN0456
 MN0456_MARKER: DS = TRIANGULATION STATION DISK
 MN0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0456_STAMPING: ISLEY 1963
 MN0456_MARK LOGO: CGS
 MN0456_PROJECTION: FLUSH
 MN0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0456+STABILITY: SURFACE MOTION
 MN0456
 MN0456  HISTORY     - Date     Condition        Report By
 MN0456  HISTORY     - 1963     MONUMENTED       CGS
 MN0456
 MN0456                          STATION DESCRIPTION
 MN0456
 MN0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0456'THE STATION IS LOCATED 12 MILES NORTHWEST OF CHAPPELL, 6 MILES
 MN0456'NORTH-NORTHEAST OF LODGEPOLE, 1 MILE EAST OF THE CHEYENNE-GARDEN
 MN0456'COUNTY LINE, 1/2 MILE NORTH OF THE CHEYENNE-GARDEN COUNTY
 MN0456'LINE, NEAR THE NORTHWEST CORNER OF A LARGE STEEL BUILDING
 MN0456'IN THE FARM YARD OF PROPERTY OWNED BY MR. HAROLD J. ISLEY.
 MN0456'
 MN0456'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0456'EAST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MN0456'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.3 MILES TO A CROSSROAD
 MN0456'AND A CEMETERY IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 MN0456'CONTINUE STRAIGHT AHEAD AND GO NORTH ON THE GRAVELED ROAD
 MN0456'FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 MN0456'A GRAVELED ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 MN0456'AS DESCRIBED.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5
 MN0456'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED
 MN0456'ROAD FOR 0.5 MILE TO THE FARM HOME OF MR. ISLEY.  TURN LEFT
 MN0456'AND GO WEST FOR 0.1 THROUGH THE FARM YARD TO THE NORTHWEST
 MN0456'CORNER OF THE LARGE STEEL BUILDING AND THE STATION AS
 MN0456'DESCRIBED.
 MN0456'
 MN0456'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0456'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ISLEY 1963.
 MN0456'IT IS 66 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A STEEL
 MN0456'BUILDING AND 22.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 MN0456'OF THE STEEL BUILDING.
 MN0456'
 MN0456'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0456'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0456'ISLEY NO 1 1963.  IT IS 3 FEET WEST-NORTHWEST OF THE NORTHEAST
 MN0456'CORNER OF A STEEL BUILDING AND 0.8 FOOT NORTH OF THE NORTH
 MN0456'EDGE OF THE STEEL BUILDING.
 MN0456'
 MN0456'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MN0456'HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING OF A
 MN0456'LARGE STEEL BULIDING.  IT IS STAMPED ISLEY NO 2 1963.
 MN0456'
 MN0456'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0456'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ISLEY 1963.
 MN0456'IT IS 16 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 MN0456'ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0370 ***********************************************************************
 MM0370  DESIGNATION -  IVER
 MM0370  PID         -  MM0370
 MM0370  STATE/COUNTY-  NE/CUSTER
 MM0370  COUNTRY     -  US
 MM0370  USGS QUAD   -  ROTEN VALLEY SOUTH (2017)
 MM0370
 MM0370                         *CURRENT SURVEY CONTROL
 MM0370  ______________________________________________________________________
 MM0370* NAD 83(1995) POSITION- 41 06 08.30601(N) 100 05 38.78324(W)   ADJUSTED
 MM0370* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 MM0370  ______________________________________________________________________
 MM0370  GEOID HEIGHT    -        -22.682 (meters)                     GEOID18
 MM0370  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 MM0370  HORZ ORDER      -  FIRST
 MM0370
 MM0370.The horizontal coordinates were established by classical geodetic methods
 MM0370.and adjusted by the National Geodetic Survey in August 1997.
 MM0370
 MM0370.The orthometric height was scaled from a topographic map.
 MM0370
 MM0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0370.GEOID18 height accuracy estimate available here.
 MM0370
 MM0370.Click photographs - Photos may exist for this station.
 MM0370
 MM0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0370
 MM0370. The following values were computed from the NAD 83(1995) position.
 MM0370
 MM0370;                    North         East     Units Scale Factor Converg.
 MM0370;SPC NE       -   140,893.413   492,097.097   MT  0.99968325   -0 03 44.5
 MM0370;SPC NE       -   462,247.81  1,614,488.56   sFT  0.99968325   -0 03 44.5
 MM0370;UTM  14      - 4,550,690.953   408,125.631   MT  0.99970388   -0 43 09.6
 MM0370
 MM0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0370!SPC NE       -   0.99986973  x   0.99968325  =   0.99955302
 MM0370!UTM  14      -   0.99986973  x   0.99970388  =   0.99957365
 MM0370
 MM0370:                Primary Azimuth Mark                     Grid Az
 MM0370:SPC NE       -  IVER AZ MK RESET                         177 14 19.7
 MM0370:UTM  14      -  IVER AZ MK RESET                         177 53 44.8
 MM0370
 MM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0812550690(NAD 83)
 MM0370
 MM0370|---------------------------------------------------------------------|
 MM0370| PID    Reference Object                     Distance      Geod. Az  |
 MM0370|                                                           dddmmss.s |
 MM0370| CN8857 IVER RM 2                            33.206 METERS 00118     |
 MM0370| CN8856 IVER RM 1                            46.878 METERS 08954     |
 MM0370| LH1088 WALNUT GROVE METH CH SPIRE          APPROX.16.4 KM 1490902.1 |
 MM0370| CN8854 IVER AZ MK RESET                                   1771035.2 |
 MM0370| CN8855 IVER AZ MK                                         1772053.2 |
 MM0370| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.15.9 KM 1903351.8 |
 MM0370| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.20.7 KM 1945706.0 |
 MM0370| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.19.1 KM 1965044.0 |
 MM0370|---------------------------------------------------------------------|
 MM0370
 MM0370                          SUPERSEDED SURVEY CONTROL
 MM0370
 MM0370  NAD 83(1986)-  41 06 08.31294(N)    100 05 38.78920(W) AD(       ) 1
 MM0370  NAD 27      -  41 06 08.28548(N)    100 05 37.34087(W) AD(       ) 1
 MM0370
 MM0370.Superseded values are not recommended for survey control.
 MM0370
 MM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0370.See file dsdata.pdf to determine how the superseded data were derived.
 MM0370
 MM0370_MARKER: DS = TRIANGULATION STATION DISK
 MM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0370_STAMPING: IVER 1934
 MM0370_MARK LOGO: CGS
 MM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0370+STABILITY: SURFACE MOTION
 MM0370
 MM0370  HISTORY     - Date     Condition        Report By
 MM0370  HISTORY     - 1934     MONUMENTED       CGS
 MM0370  HISTORY     - 1951     GOOD             CGS
 MM0370
 MM0370                          STATION DESCRIPTION
 MM0370
 MM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0370'STATION IS IN THE NORTHEAST QUARTER OF SEC. 17, T. 13 N., R. 24 W.,
 MM0370'AND ABOUT 1/3 MILE NORTHWEST OF JOHNSONS HOME (OWNERS OF THE
 MM0370'SITE), IN THE FENCE CORNER WHERE THE ROAD MAKES A 90 DEGREE TURN.
 MM0370'IT IS 3 MILES EAST AND 12 MILES NORTH OF GOTHENBURG.
 MM0370'
 MM0370'TO REACH FROM THE MAIN STREET IN CALLAWAY GO WEST ON STATE
 MM0370'HIGHWAY 40 FOR 9.4 MILES TO WHERE HIGHWAY MAKES A TURN TO THE
 MM0370'WEST AT A Y-INTERSECTION.  GO SOUTH ON THE GRADED DIRT ROAD
 MM0370'FOR 10.1 MILES TO A T-LANE ON RIGHT.  FOLLOW MEANDERING
 MM0370'UNGRADED DIRT ROAD 3.5 MILES WEST TO GRADED DIRT ROAD.  TURN
 MM0370'LEFT AND GO 1.3 MILES SOUTH TO POINT WHERE ROAD BENDS TO THE
 MM0370'EAST.  STATION IS THEN ON RIGHT IN SOUTHWEST FENCE CORNER FROM
 MM0370'WHICH IT IS 13 FEET NORTH AND 13 FEET EAST.  THE MARK
 MM0370'PROJECTS 6 INCHES ABOVE GROUND.
 MM0370'
 MM0370'REFERENCE MARK NO. 1 IS 153.77 FEET EAST OF STATION, IN FENCE
 MM0370'LINE, 21 FEET SOUTH OF ROAD, 166 FEET EAST OF FENCE CORNER, AND
 MM0370'PROJECTS 6 INCHES ABOVE GROUND.
 MM0370'
 MM0370'REFERENCE MARK NO. 2 IS 108.90 FEET NORTH OF STATION, IN FENCE
 MM0370'LINE, 28 FEET WEST OF CENTERLINE OF ROAD, 122 FEET NORTH OF FENCE
 MM0370'CORNER, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 MM0370'
 MM0370'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION, IN FENCE LINE ON EAST
 MM0370'SIDE OF ROAD, 25 FEET FROM CENTERLINE OF ROAD, 50 YARDS SOUTH OF
 MM0370'LANE LEADING TO BROWN FARMHOUSE.  TO REACH FROM STATION, FOLLOW
 MM0370'ROAD SOUTH FOR 0.95 MILE TO MARK ON THE LEFT.  IT PROJECTS
 MM0370'6 INCHES ABOVE THE GROUND.
 MM0370'
 MM0370'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MM0370
 MM0370                          STATION RECOVERY (1951)
 MM0370
 MM0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0370'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MM0370'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 MM0370'ESTABLISHED.  AN ERROR WAS FOUND IN THE DIRECTION OF REFERENCE
 MM0370'MARK NO. 2.
 MM0370'
 MM0370'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MM0370'
 MM0370'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH-NORTHEAST OF
 MM0370'GOTHENBURG AND JUST WEST OF WHERE A GRADED ROAD CURVES FROM THE
 MM0370'WEST TO THE NORTH.  IT IS 210.0 FEET WEST OF THE CENTER OF A CURVE
 MM0370'IN A GRADED ROAD, 180.0 FEET WEST OF A FENCE CORNER, 25.0 FEET
 MM0370'EAST OF A NORTH-SOUTH FENCE LINE AND ON THE HIGHEST POINT IN A
 MM0370'PASTURE.  IT PROJECTS 4 INCHES AND IS STAMPED IVER 1934.
 MM0370'
 MM0370'REFERENCE MARK NO. 1 IS 78.0 FEET SOUTHWEST OF A CENTER OF
 MM0370'THE CURVE IN A GRADED ROAD AND 27.0 FEET WEST OF A FENCE CORNER.
 MM0370'IT PROJECTS 10 INCHES AND IS STAMPED IVER NO 1 1934.
 MM0370'
 MM0370'REFERENCE MARK NO. 2 IS 140.0 FEET WEST OF A NORTH-SOUTH FENCE
 MM0370'LINE AND 33.0 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 MM0370'3 INCHES AND IS STAMPED IVER NO 2 1934.
 MM0370'
 MM0370'THE DISTANCE BETWEEN REFERENCE MARKS IS 186.3 FEET.
 MM0370'
 MM0370'THE AZIMUTH MARK IS 135.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 MM0370'CORNER OF A FARM HOUSE, 30.0 FEET EAST OF THE CENTER OF A
 MM0370'NORTH-SOUTH GRADED ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH
 MM0370'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED IVER 1934
 MM0370'RESET 1951.
 MM0370'
 MM0370'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO NORTH
 MM0370'ON STATE HIGHWAY 47 FOR 2.4 MILES TO A CROSSROAD.  TURN RIGHT,
 MM0370'EAST, ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD, TURN
 MM0370'LEFT, NORTH, ON A GRADED ROAD FOR 6.0 MILES TO A Y FORK AND FARM
 MM0370'BUILDINGS AT A NORTHEAST ANGLE.  TAKE LEFT FORK AND GO
 MM0370'NORTHEASTERLY ON THE MAIN ROAD FOR 2.0 MILES TO A SCHOOL HOUSE ON
 MM0370'THE RIGHT.  TURN LEFT AND FOLLOW THE MAIN ROAD NORTHERLY FOR
 MM0370'2.0 MILES TO A FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK ON
 MM0370'THE RIGHT AS DESCRIBED.  CONTINUE NORTHEAST FOR 0.4 MILE
 MM0370'TO A FARM HOUSE ON THE LEFT, FOLLOW THE MAIN ROAD
 MM0370'NORTHWESTERLY FOR 0.45 MILE TO WHERE ROAD CURVES NORTH AND
 MM0370'THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0285 ***********************************************************************
 LH0285  DESIGNATION -  J
 LH0285  PID         -  LH0285
 LH0285  STATE/COUNTY-  NE/ADAMS
 LH0285  COUNTRY     -  US
 LH0285  USGS QUAD   -  AYR (2017)
 LH0285
 LH0285                         *CURRENT SURVEY CONTROL
 LH0285  ______________________________________________________________________
 LH0285* NAD 83(1986) POSITION- 40 28 36.     (N) 098 25 29.     (W)   SCALED
 LH0285* NAVD 88 ORTHO HEIGHT -   557.709 (meters)     1829.75  (feet) ADJUSTED
 LH0285  ______________________________________________________________________
 LH0285  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 LH0285  DYNAMIC HEIGHT  -        557.392 (meters)     1828.71  (feet) COMP
 LH0285  MODELED GRAVITY -    980,038.3   (mgal)                       NAVD 88
 LH0285
 LH0285  VERT ORDER      -  FIRST     CLASS II
 LH0285
 LH0285.The horizontal coordinates were scaled from a map and have
 LH0285.an estimated accuracy of +/- 6 seconds.
 LH0285
 LH0285.The orthometric height was determined by differential leveling and
 LH0285.adjusted by the NATIONAL GEODETIC SURVEY
 LH0285.in June 1991.
 LH0285
 LH0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0285.GEOID18 height accuracy estimate available here.
 LH0285
 LH0285.Click photographs - Photos may exist for this station.
 LH0285
 LH0285.The dynamic height is computed by dividing the NAVD 88
 LH0285.geopotential number by the normal gravity value computed on the
 LH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0285.degrees latitude (g = 980.6199 gals.).
 LH0285
 LH0285.The modeled gravity was interpolated from observed gravity values.
 LH0285
 LH0285;                    North         East    Units  Estimated Accuracy
 LH0285;SPC NE       -    72,650.      633,550.      MT  (+/- 180 meters Scaled)
 LH0285
 LH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK487808(NAD 83)
 LH0285
 LH0285                          SUPERSEDED SURVEY CONTROL
 LH0285
 LH0285  NGVD 29 (??/??/92)  557.481  (m)         1829.00   (f) ADJ UNCH    1 2
 LH0285
 LH0285.Superseded values are not recommended for survey control.
 LH0285
 LH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0285.See file dsdata.pdf to determine how the superseded data were derived.
 LH0285
 LH0285_MARKER: H = DRILL HOLE
 LH0285_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0285+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0285
 LH0285  HISTORY     - Date     Condition        Report By
 LH0285  HISTORY     - 1899     MONUMENTED       CGS
 LH0285  HISTORY     - 1947     GOOD             CGS
 LH0285  HISTORY     - 20051105 GOOD             NEDR
 LH0285
 LH0285                          STATION DESCRIPTION
 LH0285
 LH0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0285'3.6 MI N FROM AYR.
 LH0285'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0285'FROM THE STATION AT AYR, ON THE SOUTHEAST SLOPE OF A HILL, 47.5
 LH0285'FEET WEST OF MILEPOST 8, 33.7 FEET SOUTHWEST OF THE SOUTHWEST
 LH0285'RAIL OF THE TRACK, 1.0 FOOT NORTHEAST OF A FENCE, 1.0 FOOT
 LH0285'SOUTHEAST OF A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE
 LH0285'SURROUNDED BY THE LETTERS USBM CUT ON THE TOP OF A LIMESTONE
 LH0285'POST FLUSH WITH THE GROUND.
 LH0285
 LH0285                          STATION RECOVERY (2005)
 LH0285
 LH0285'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0285'STATION IS A 6 INCH SQUARE LIMESTONE POST 0.2 FEET BELOW THE SURFACE
 LH0285'WITH A SQUARE CUT HOLE IN THE CNETER AND SURROUNDED BY THE LETTERS U S
 LH0285'B M.
 LH0285'
 LH0285'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 74 WITH
 LH0285'THE BNSF RAILROAD IN THE APPROXIMATE CENTER OF THE TOWN OF AYR, GO
 LH0285'EAST ON STATE HIGHWAY 74 AND ALSO US HIGHWAY 281 A DISTANCE OF 1 MILE
 LH0285'TO THE INTERSECTION OF A GRAVELED NORTH-SOUTH COUNTY ROAD DESIGNATED
 LH0285'AS MARIAN ROAD.
 LH0285'THEN GO NORTH ON MARIAN ROAD 3 MILES TO THE INTERSECTION WITH AND
 LH0285'EAST-WEST GRAVEL ROAD DESIGNATED AS SADDLEHORN ROAD. CONTINUE NORTH ON
 LH0285'MARIOAN ROAD FROM THIS INTERSECTION FOR APPROXIMATELY 0.1 MILE TO THE
 LH0285'CROSSING OF THE BNSF RAILROAD WHICH IS CROSSING THE ROAD IN A
 LH0285'NORTHWEST-SOUTHEAST DIRECTION.
 LH0285'FROM THE APPROXIMATE CENTERLINE OF MARIAN ROAD AND THE RAILROAD,
 LH0285'FOLLOW THE RAILRAOD IN A NORTHWESTERLY DIRECTION FOR 1,032 FEET TO THE
 LH0285'RIGHT OF WAY FENCE AND 35.9 FEET MEASURED SOUTHWESTERLY FROM THE
 LH0285'CENTERLINE OF THE RAILROAD TRACK. TRACK STATIONING FOR THE BENCH MARK
 LH0285'IS 22 FEET NORTHWESTERLY ALONG THE TRACKS FROM MILEPOST NO. 8. FOUND
 LH0285'BY GENE THOMSEN AND JERRY PENRY.
 LH0285'
 LH0285'STATION IS LOCATED ALONG THE SOUTHWESTERLY RAILROAD RIGHT OF WAY FENCE
 LH0285'IN THE SE QUARTER OF SECTION 15, T6N, R10W, 22.8 FEET SOUTHEAST OF A
 LH0285'CONCRETE FENCE POST, 32.3' NORTHWEST FROM MILEPOST 8, 85.7 FEET
 LH0285'WESTERLY FROM THE CENTER CONCRETE BRASE POST ALONG THE NORTHEASTERLY
 LH0285'ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0163 ***********************************************************************
 MN0163  DESIGNATION -  J 10
 MN0163  PID         -  MN0163
 MN0163  STATE/COUNTY-  NE/MORRILL
 MN0163  COUNTRY     -  US
 MN0163  USGS QUAD   -  ANGORA NE (2017)
 MN0163
 MN0163                         *CURRENT SURVEY CONTROL
 MN0163  ______________________________________________________________________
 MN0163* NAD 83(1986) POSITION- 41 53 03.     (N) 103 05 26.     (W)   SCALED
 MN0163* NAVD 88 ORTHO HEIGHT -  1285.009 (meters)     4215.90  (feet) ADJUSTED
 MN0163  ______________________________________________________________________
 MN0163  GEOID HEIGHT    -        -19.103 (meters)                     GEOID18
 MN0163  DYNAMIC HEIGHT  -       1284.191 (meters)     4213.22  (feet) COMP
 MN0163  MODELED GRAVITY -    979,941.4   (mgal)                       NAVD 88
 MN0163
 MN0163  VERT ORDER      -  FIRST     CLASS II
 MN0163
 MN0163.The horizontal coordinates were scaled from a map and have
 MN0163.an estimated accuracy of +/- 6 seconds.
 MN0163
 MN0163.The orthometric height was determined by differential leveling and
 MN0163.adjusted by the NATIONAL GEODETIC SURVEY
 MN0163.in June 1991.
 MN0163
 MN0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0163.GEOID18 height accuracy estimate available here.
 MN0163
 MN0163.Click photographs - Photos may exist for this station.
 MN0163
 MN0163.The dynamic height is computed by dividing the NAVD 88
 MN0163.geopotential number by the normal gravity value computed on the
 MN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0163.degrees latitude (g = 980.6199 gals.).
 MN0163
 MN0163.The modeled gravity was interpolated from observed gravity values.
 MN0163
 MN0163;                    North         East    Units  Estimated Accuracy
 MN0163;SPC NE       -   232,280.      243,620.      MT  (+/- 180 meters Scaled)
 MN0163
 MN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG584386(NAD 83)
 MN0163
 MN0163                          SUPERSEDED SURVEY CONTROL
 MN0163
 MN0163  NGVD 29 (??/??/92) 1284.381  (m)         4213.84   (f) ADJ UNCH    1 2
 MN0163
 MN0163.Superseded values are not recommended for survey control.
 MN0163
 MN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0163.See file dsdata.pdf to determine how the superseded data were derived.
 MN0163
 MN0163_MARKER: DB = BENCH MARK DISK
 MN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0163_STAMPING: J 10 1933 4213.030
 MN0163_MARK LOGO: CGS
 MN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0163+STABILITY: SURFACE MOTION
 MN0163
 MN0163  HISTORY     - Date     Condition        Report By
 MN0163  HISTORY     - 1933     MONUMENTED       CGS
 MN0163  HISTORY     - 1956     GOOD             CGS
 MN0163  HISTORY     - 1985     POOR             NGS
 MN0163
 MN0163                          STATION DESCRIPTION
 MN0163
 MN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0163'2.9 MI NE FROM ANGORA.
 MN0163'2.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0163'RAILROAD FROM THE STATION AT ANGORA, 4 1/2 POLES NORTHEAST OF
 MN0163'MILEPOST 19, AT A PRIVATE ROAD CROSSING, 55 FEET SOUTHEAST OF THE
 MN0163'CENTER LINE OF STATE HIGHWAY 19, 22.6 FEET NORTHWEST OF THE
 MN0163'NORTHWEST RAIL, 27 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 MN0163'ROAD, 2.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MN0163'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MN0163'NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0163
 MN0163                          STATION RECOVERY (1985)
 MN0163
 MN0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0163'RECOVERED IN POOR CONDITION.  BENCH MARK WAS LEVELED TO THEN DESTROYED
 MN0163'THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0357 ***********************************************************************
 NP0357  DESIGNATION -  J 11
 NP0357  PID         -  NP0357
 NP0357  STATE/COUNTY-  NE/BOX BUTTE
 NP0357  COUNTRY     -  US
 NP0357  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0357
 NP0357                         *CURRENT SURVEY CONTROL
 NP0357  ______________________________________________________________________
 NP0357* NAD 83(1986) POSITION- 42 23 43.     (N) 103 12 27.     (W)   SCALED
 NP0357* NAVD 88 ORTHO HEIGHT -  1321.307 (meters)     4334.99  (feet) ADJUSTED
 NP0357  ______________________________________________________________________
 NP0357  GEOID HEIGHT    -        -18.165 (meters)                     GEOID18
 NP0357  DYNAMIC HEIGHT  -       1320.523 (meters)     4332.42  (feet) COMP
 NP0357  MODELED GRAVITY -    979,981.7   (mgal)                       NAVD 88
 NP0357
 NP0357  VERT ORDER      -  FIRST     CLASS II
 NP0357
 NP0357.The horizontal coordinates were scaled from a map and have
 NP0357.an estimated accuracy of +/- 6 seconds.
 NP0357
 NP0357.The orthometric height was determined by differential leveling and
 NP0357.adjusted by the NATIONAL GEODETIC SURVEY
 NP0357.in June 1991.
 NP0357
 NP0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0357.GEOID18 height accuracy estimate available here.
 NP0357
 NP0357.Click photographs - Photos may exist for this station.
 NP0357
 NP0357.The dynamic height is computed by dividing the NAVD 88
 NP0357.geopotential number by the normal gravity value computed on the
 NP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0357.degrees latitude (g = 980.6199 gals.).
 NP0357
 NP0357.The modeled gravity was interpolated from observed gravity values.
 NP0357
 NP0357;                    North         East    Units  Estimated Accuracy
 NP0357;SPC NE       -   289,350.      236,030.      MT  (+/- 180 meters Scaled)
 NP0357
 NP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG475952(NAD 83)
 NP0357
 NP0357                          SUPERSEDED SURVEY CONTROL
 NP0357
 NP0357  NGVD 29 (??/??/92) 1320.634  (m)         4332.78   (f) ADJ UNCH    1 2
 NP0357
 NP0357.Superseded values are not recommended for survey control.
 NP0357
 NP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0357.See file dsdata.pdf to determine how the superseded data were derived.
 NP0357
 NP0357_MARKER: DB = BENCH MARK DISK
 NP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0357_STAMPING: J 11 1933 4332.452
 NP0357_MARK LOGO: CGS
 NP0357_PROJECTION: FLUSH
 NP0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0357+STABILITY: SURFACE MOTION
 NP0357
 NP0357  HISTORY     - Date     Condition        Report By
 NP0357  HISTORY     - 1933     MONUMENTED       CGS
 NP0357  HISTORY     - 1956     GOOD             CGS
 NP0357  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0357
 NP0357                          STATION DESCRIPTION
 NP0357
 NP0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0357'8.5 MI NW FROM HEMINGFORD.
 NP0357'8.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0357'RAILROAD FROM THE STATION AT HEMINGFORD, 9 POLES NORTHWEST OF
 NP0357'MILEPOST 393, 19 FEET EAST OF THE CENTER OF A STEEL GATE,
 NP0357'40 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 33.3
 NP0357'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14 FEET NORTHEAST OF A
 NP0357'FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0357'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHWEST
 NP0357'1/4 OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 50 WEST.
 NP0357
 NP0357                          STATION RECOVERY (1985)
 NP0357
 NP0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0357'NOT RECOVERED.  AREA DESCRIBED WAS GRADED FOR A FIRE BREAK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0704 ***********************************************************************
 ML0704  DESIGNATION -  J 116
 ML0704  PID         -  ML0704
 ML0704  STATE/COUNTY-  NE/CUSTER
 ML0704  COUNTRY     -  US
 ML0704  USGS QUAD   -  ANSLEY SE (2017)
 ML0704
 ML0704                         *CURRENT SURVEY CONTROL
 ML0704  ______________________________________________________________________
 ML0704* NAD 83(1986) POSITION- 41 16 40.     (N) 099 19 29.     (W)   SCALED
 ML0704* NAVD 88 ORTHO HEIGHT -   738.490 (meters)     2422.86  (feet) ADJUSTED
 ML0704  ______________________________________________________________________
 ML0704  GEOID HEIGHT    -        -23.435 (meters)                     GEOID18
 ML0704  DYNAMIC HEIGHT  -        738.099 (meters)     2421.58  (feet) COMP
 ML0704  MODELED GRAVITY -    980,069.7   (mgal)                       NAVD 88
 ML0704
 ML0704  VERT ORDER      -  SECOND    CLASS 0
 ML0704
 ML0704.The horizontal coordinates were scaled from a map and have
 ML0704.an estimated accuracy of +/- 6 seconds.
 ML0704
 ML0704.The orthometric height was determined by differential leveling and
 ML0704.adjusted by the NATIONAL GEODETIC SURVEY
 ML0704.in June 1991.
 ML0704
 ML0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0704.GEOID18 height accuracy estimate available here.
 ML0704
 ML0704.Click photographs - Photos may exist for this station.
 ML0704
 ML0704.The dynamic height is computed by dividing the NAVD 88
 ML0704.geopotential number by the normal gravity value computed on the
 ML0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0704.degrees latitude (g = 980.6199 gals.).
 ML0704
 ML0704.The modeled gravity was interpolated from observed gravity values.
 ML0704
 ML0704;                    North         East    Units  Estimated Accuracy
 ML0704;SPC NE       -   160,590.      556,560.      MT  (+/- 180 meters Scaled)
 ML0704
 ML0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML728696(NAD 83)
 ML0704
 ML0704                          SUPERSEDED SURVEY CONTROL
 ML0704
 ML0704  NGVD 29 (??/??/92)  738.245  (m)         2422.06   (f) ADJ UNCH    2 0
 ML0704
 ML0704.Superseded values are not recommended for survey control.
 ML0704
 ML0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0704.See file dsdata.pdf to determine how the superseded data were derived.
 ML0704
 ML0704_MARKER: DB = BENCH MARK DISK
 ML0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0704_STAMPING: J 116 1934
 ML0704_MARK LOGO: CGS
 ML0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0704+STABILITY: SURFACE MOTION
 ML0704
 ML0704  HISTORY     - Date     Condition        Report By
 ML0704  HISTORY     - 1934     MONUMENTED       CGS
 ML0704  HISTORY     - 1949     GOOD             CGS
 ML0704  HISTORY     - 20100407 MARK NOT FOUND   NEGS
 ML0704
 ML0704                          STATION DESCRIPTION
 ML0704
 ML0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0704'3.5 MI E FROM ANSLEY.
 ML0704'3.5 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 ML0704'AT ANSLEY, CUSTER COUNTY, AT A GROUP OF HILLS, AT THE TOP OF
 ML0704'A STEEP HILL, 310 FEET EAST OF A FENCE LEADING SOUTH, 37 FEET
 ML0704'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF
 ML0704'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 116 1934
 ML0704'AND SET IN THE TOP OF A CONCRETE POST.
 ML0704
 ML0704                          STATION RECOVERY (2010)
 ML0704
 ML0704'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0704'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0076 ***********************************************************************
 ML0076  DESIGNATION -  J 118
 ML0076  PID         -  ML0076
 ML0076  STATE/COUNTY-  NE/GREELEY
 ML0076  COUNTRY     -  US
 ML0076  USGS QUAD   -  SPALDING SW (2017)
 ML0076
 ML0076                         *CURRENT SURVEY CONTROL
 ML0076  ______________________________________________________________________
 ML0076* NAD 83(1986) POSITION- 41 32 18.     (N) 098 23 17.     (W)   SCALED
 ML0076* NAVD 88 ORTHO HEIGHT -   647.989 (meters)     2125.94  (feet) ADJUSTED
 ML0076  ______________________________________________________________________
 ML0076  GEOID HEIGHT    -        -24.454 (meters)                     GEOID18
 ML0076  DYNAMIC HEIGHT  -        647.682 (meters)     2124.94  (feet) COMP
 ML0076  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 ML0076
 ML0076  VERT ORDER      -  SECOND    CLASS 0
 ML0076
 ML0076.The horizontal coordinates were scaled from a map and have
 ML0076.an estimated accuracy of +/- 6 seconds.
 ML0076
 ML0076.The orthometric height was determined by differential leveling and
 ML0076.adjusted by the NATIONAL GEODETIC SURVEY
 ML0076.in June 1991.
 ML0076
 ML0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0076.GEOID18 height accuracy estimate available here.
 ML0076
 ML0076.Click photographs - Photos may exist for this station.
 ML0076
 ML0076.The dynamic height is computed by dividing the NAVD 88
 ML0076.geopotential number by the normal gravity value computed on the
 ML0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0076.degrees latitude (g = 980.6199 gals.).
 ML0076
 ML0076.The modeled gravity was interpolated from observed gravity values.
 ML0076
 ML0076;                    North         East    Units  Estimated Accuracy
 ML0076;SPC NE       -   190,550.      634,460.      MT  (+/- 180 meters Scaled)
 ML0076
 ML0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL510987(NAD 83)
 ML0076
 ML0076                          SUPERSEDED SURVEY CONTROL
 ML0076
 ML0076  NGVD 29 (??/??/92)  647.753  (m)         2125.17   (f) ADJ UNCH    2 0
 ML0076
 ML0076.Superseded values are not recommended for survey control.
 ML0076
 ML0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0076.See file dsdata.pdf to determine how the superseded data were derived.
 ML0076
 ML0076_MARKER: DB = BENCH MARK DISK
 ML0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0076_STAMPING: J 118 1935
 ML0076_MARK LOGO: CGS
 ML0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0076+STABILITY: SURFACE MOTION
 ML0076
 ML0076  HISTORY     - Date     Condition        Report By
 ML0076  HISTORY     - 1935     MONUMENTED       CGS
 ML0076
 ML0076                          STATION DESCRIPTION
 ML0076
 ML0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0076'10.8 MI S FROM SPALDING.
 ML0076'10.75 MILES SOUTH OF POSTOFFICE.  11.5 MI S OF UP RY STA.
 ML0076'ALONG U.S. HIGHWAY NO. 281 AND STATE HIGHWAY 56 BETWEEN ST. PAUL
 ML0076'AND SPALDING, ABOUT 0.4 MILES EAST OF SCHOOLHOUSE, 279 FEET
 ML0076'WEST OF THE CENTER LINE OF CROSS ROAD, ABOUT THE CENTER OF A
 ML0076'LONG HILL, 31.8 FEET SOUTH OF THE CENTER LINE OF HIGHWAYS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0075 ***********************************************************************
 MM0075  DESIGNATION -  J 119
 MM0075  PID         -  MM0075
 MM0075  STATE/COUNTY-  NE/CUSTER
 MM0075  COUNTRY     -  US
 MM0075  USGS QUAD   -  ODENCRANZE TABLE NORTH (2017)
 MM0075
 MM0075                         *CURRENT SURVEY CONTROL
 MM0075  ______________________________________________________________________
 MM0075* NAD 83(1986) POSITION- 41 10 08.     (N) 100 11 58.     (W)   SCALED
 MM0075* NAVD 88 ORTHO HEIGHT -   915.798 (meters)     3004.58  (feet) ADJUSTED
 MM0075  ______________________________________________________________________
 MM0075  GEOID HEIGHT    -        -22.398 (meters)                     GEOID18
 MM0075  DYNAMIC HEIGHT  -        915.277 (meters)     3002.87  (feet) COMP
 MM0075  MODELED GRAVITY -    980,022.6   (mgal)                       NAVD 88
 MM0075
 MM0075  VERT ORDER      -  SECOND    CLASS 0
 MM0075
 MM0075.The horizontal coordinates were scaled from a map and have
 MM0075.an estimated accuracy of +/- 6 seconds.
 MM0075
 MM0075.The orthometric height was determined by differential leveling and
 MM0075.adjusted by the NATIONAL GEODETIC SURVEY
 MM0075.in June 1991.
 MM0075
 MM0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0075.GEOID18 height accuracy estimate available here.
 MM0075
 MM0075.Click photographs - Photos may exist for this station.
 MM0075
 MM0075.The dynamic height is computed by dividing the NAVD 88
 MM0075.geopotential number by the normal gravity value computed on the
 MM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0075.degrees latitude (g = 980.6199 gals.).
 MM0075
 MM0075.The modeled gravity was interpolated from observed gravity values.
 MM0075
 MM0075;                    North         East    Units  Estimated Accuracy
 MM0075;SPC NE       -   148,300.      483,270.      MT  (+/- 180 meters Scaled)
 MM0075
 MM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL993581(NAD 83)
 MM0075
 MM0075                          SUPERSEDED SURVEY CONTROL
 MM0075
 MM0075  NGVD 29 (??/??/92)  915.525  (m)         3003.68   (f) ADJ UNCH    2 0
 MM0075
 MM0075.Superseded values are not recommended for survey control.
 MM0075
 MM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0075.See file dsdata.pdf to determine how the superseded data were derived.
 MM0075
 MM0075_MARKER: DB = BENCH MARK DISK
 MM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0075_STAMPING: J 119 1934
 MM0075_MARK LOGO: CGS
 MM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0075+STABILITY: SURFACE MOTION
 MM0075
 MM0075  HISTORY     - Date     Condition        Report By
 MM0075  HISTORY     - 1934     MONUMENTED       CGS
 MM0075  HISTORY     - 1939     GOOD             CGS
 MM0075  HISTORY     - 1972     GOOD             NGS
 MM0075
 MM0075                          STATION DESCRIPTION
 MM0075
 MM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0075'18.1 MI N FROM GOTHENBURG.
 MM0075'IN CUSTER COUNTY, 18.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0075'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, NORTH OF A CURVE
 MM0075'AROUND A DITCH, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MM0075'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0075'STAMPED J 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0075'NOTE-- HWY HAS BEEN RELOCATED AND MARK IS 147.6 FT. E OF THE
 MM0075'CENTERLINE AND IS 96 FT NE OF HEAD OF A CANYON TO THE SE.  A
 MM0075'METAL WITNESS POST WAS SET 1 FT. N OF MARK.
 MM0075
 MM0075                          STATION RECOVERY (1972)
 MM0075
 MM0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0008 ***********************************************************************
 LG0008  DESIGNATION -  J 12
 LG0008  PID         -  LG0008
 LG0008  STATE/COUNTY-  NE/OTOE
 LG0008  COUNTRY     -  US
 LG0008  USGS QUAD   -  DUNBAR (2017)
 LG0008
 LG0008                         *CURRENT SURVEY CONTROL
 LG0008  ______________________________________________________________________
 LG0008* NAD 83(1986) POSITION- 40 40 09.     (N) 096 05 38.     (W)   SCALED
 LG0008* NAVD 88 ORTHO HEIGHT -   347.473 (meters)     1140.00  (feet) ADJUSTED
 LG0008  ______________________________________________________________________
 LG0008  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 LG0008  DYNAMIC HEIGHT  -        347.294 (meters)     1139.41  (feet) COMP
 LG0008  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 LG0008
 LG0008  VERT ORDER      -  FIRST     CLASS II
 LG0008
 LG0008.The horizontal coordinates were scaled from a map and have
 LG0008.an estimated accuracy of +/- 6 seconds.
 LG0008
 LG0008.The orthometric height was determined by differential leveling and
 LG0008.adjusted by the NATIONAL GEODETIC SURVEY
 LG0008.in May 1993.
 LG0008
 LG0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0008.GEOID18 height accuracy estimate available here.
 LG0008
 LG0008.Click photographs - Photos may exist for this station.
 LG0008
 LG0008.The dynamic height is computed by dividing the NAVD 88
 LG0008.geopotential number by the normal gravity value computed on the
 LG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0008.degrees latitude (g = 980.6199 gals.).
 LG0008
 LG0008.The modeled gravity was interpolated from observed gravity values.
 LG0008
 LG0008;                    North         East    Units  Estimated Accuracy
 LG0008;SPC NE       -   100,260.      830,090.      MT  (+/- 180 meters Scaled)
 LG0008
 LG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL456060(NAD 83)
 LG0008
 LG0008                          SUPERSEDED SURVEY CONTROL
 LG0008
 LG0008  NAVD 88 (06/15/91)  347.456  (m)         1139.95   (f) SUPERSEDED  1 2
 LG0008  NGVD 29 (??/??/92)  347.335  (m)         1139.55   (f) ADJ UNCH    1 2
 LG0008
 LG0008.Superseded values are not recommended for survey control.
 LG0008
 LG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0008.See file dsdata.pdf to determine how the superseded data were derived.
 LG0008
 LG0008_MARKER: DB = BENCH MARK DISK
 LG0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0008_STAMPING: J 12 1933 1139.069
 LG0008_MARK LOGO: CGS
 LG0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0008+STABILITY: SURFACE MOTION
 LG0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0008+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2013
 LG0008
 LG0008  HISTORY     - Date     Condition        Report By
 LG0008  HISTORY     - 1933     MONUMENTED       CGS
 LG0008  HISTORY     - 1940     GOOD             CGS
 LG0008  HISTORY     - 1964     GOOD             USGS
 LG0008  HISTORY     - 19911023 GOOD             NGS
 LG0008  HISTORY     - 20130425 GOOD             INDIV
 LG0008
 LG0008                          STATION DESCRIPTION
 LG0008
 LG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0008'4 MI W FROM DUNBAR.
 LG0008'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0008'FROM THE STATION AT DUNBAR, OTOE COUNTY, 150 FEET SOUTHWEST OF
 LG0008'MILEPOST 20, 450 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 LG0008'OF STATE HIGHWAY 2, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LG0008'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF
 LG0008'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1139.069
 LG0008'J 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LG0008'FOOT ABOVE GROUND.  NOTE-- IN SOUTHEAST 1/4 OF SEC. 8, T8N, R12E.
 LG0008
 LG0008                          STATION RECOVERY (1964)
 LG0008
 LG0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0008'RECOVERED IN GOOD CONDITION.
 LG0008
 LG0008                          STATION RECOVERY (1991)
 LG0008
 LG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0008'7.2 KM (4.45 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0008'STATE HIGHWAY 50 IN SYRACUSE, 92.6 M (303.8 FT) NORTH OF THE HIGHWAY
 LG0008'CENTERLINE, 13.6 M (44.6 FT) SOUTHEAST OF AND LEVEL WITH THE NEAR
 LG0008'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 12.9 M (42.3 FT) NORTHEAST
 LG0008'OF A CONCRETE FENCE POST, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST
 LG0008'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LG0008'SURFACE.
 LG0008
 LG0008                          STATION RECOVERY (2013)
 LG0008
 LG0008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 LG0008'RECOVERED AS DESCRIBED, MARK IS FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0021 ***********************************************************************
 MM0021  DESIGNATION -  J 120
 MM0021  PID         -  MM0021
 MM0021  STATE/COUNTY-  NE/LOGAN
 MM0021  COUNTRY     -  US
 MM0021  USGS QUAD   -  HOAGLAND (2017)
 MM0021
 MM0021                         *CURRENT SURVEY CONTROL
 MM0021  ______________________________________________________________________
 MM0021* NAD 83(1986) POSITION- 41 30 13.98   (N) 100 22 25.75   (W)   HD_HELD1
 MM0021* NAVD 88 ORTHO HEIGHT -   860.584 (meters)     2823.43  (feet) ADJUSTED
 MM0021  ______________________________________________________________________
 MM0021  GEOID HEIGHT    -        -21.837 (meters)                     GEOID18
 MM0021  DYNAMIC HEIGHT  -        860.125 (meters)     2821.93  (feet) COMP
 MM0021  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 MM0021
 MM0021  VERT ORDER      -  SECOND    CLASS 0
 MM0021
 MM0021.The horizontal coordinates were determined by differentially corrected
 MM0021.hand held GPS observations or other comparable positioning techniques
 MM0021.and have an estimated accuracy of +/- 3 meters.
 MM0021
 MM0021.The orthometric height was determined by differential leveling and
 MM0021.adjusted by the NATIONAL GEODETIC SURVEY
 MM0021.in June 1991.
 MM0021
 MM0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0021.GEOID18 height accuracy estimate available here.
 MM0021
 MM0021.Click photographs - Photos may exist for this station.
 MM0021
 MM0021.The dynamic height is computed by dividing the NAVD 88
 MM0021.geopotential number by the normal gravity value computed on the
 MM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0021.degrees latitude (g = 980.6199 gals.).
 MM0021
 MM0021.The modeled gravity was interpolated from observed gravity values.
 MM0021
 MM0021;                    North         East    Units  Estimated Accuracy
 MM0021;SPC NE       -   185,540.7     468,800.1     MT  (+/- 3 meters HH1 GPS) 
 MM0021
 MM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8534295606(NAD 83)
 MM0021
 MM0021                          SUPERSEDED SURVEY CONTROL
 MM0021
 MM0021  NGVD 29 (??/??/92)  860.304  (m)         2822.51   (f) ADJ UNCH    2 0
 MM0021
 MM0021.Superseded values are not recommended for survey control.
 MM0021
 MM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0021.See file dsdata.pdf to determine how the superseded data were derived.
 MM0021
 MM0021_MARKER: DB = BENCH MARK DISK
 MM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0021_STAMPING: J 120 1934
 MM0021_MARK LOGO: CGS
 MM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0021+STABILITY: SURFACE MOTION
 MM0021
 MM0021  HISTORY     - Date     Condition        Report By
 MM0021  HISTORY     - 1934     MONUMENTED       CGS
 MM0021  HISTORY     - 19850926 MARK NOT FOUND   USPSQD
 MM0021
 MM0021                          STATION DESCRIPTION
 MM0021
 MM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0021'7.3 MI SE FROM STAPLETON.
 MM0021'ABOUT 7.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0021'THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 50 YARDS SOUTHWEST
 MM0021'OF MILEPOST 95, AND 34 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0021'MAIN TRACK.  A STANDARD DISK, STAMPED J 120 1934 AND SET IN
 MM0021'THE TOP OF A CONCRETE POST.
 MM0021
 MM0021                          STATION RECOVERY (1985)
 MM0021
 MM0021'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 MM0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0552 ***********************************************************************
 ML0552  DESIGNATION -  J 121
 ML0552  PID         -  ML0552
 ML0552  STATE/COUNTY-  NE/WHEELER
 ML0552  COUNTRY     -  US
 ML0552  USGS QUAD   -  BARTLETT (2017)
 ML0552
 ML0552                         *CURRENT SURVEY CONTROL
 ML0552  ______________________________________________________________________
 ML0552* NAD 83(1986) POSITION- 41 59 12.     (N) 098 32 49.     (W)   SCALED
 ML0552* NAVD 88 ORTHO HEIGHT -   630.623 (meters)     2068.97  (feet) ADJUSTED
 ML0552  ______________________________________________________________________
 ML0552  GEOID HEIGHT    -        -24.076 (meters)                     GEOID18
 ML0552  DYNAMIC HEIGHT  -        630.352 (meters)     2068.08  (feet) COMP
 ML0552  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 ML0552
 ML0552  VERT ORDER      -  SECOND    CLASS 0
 ML0552
 ML0552.The horizontal coordinates were scaled from a map and have
 ML0552.an estimated accuracy of +/- 6 seconds.
 ML0552
 ML0552.The orthometric height was determined by differential leveling and
 ML0552.adjusted by the NATIONAL GEODETIC SURVEY
 ML0552.in June 1991.
 ML0552
 ML0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0552.GEOID18 height accuracy estimate available here.
 ML0552
 ML0552.Click photographs - Photos may exist for this station.
 ML0552
 ML0552.The dynamic height is computed by dividing the NAVD 88
 ML0552.geopotential number by the normal gravity value computed on the
 ML0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0552.degrees latitude (g = 980.6199 gals.).
 ML0552
 ML0552.The modeled gravity was interpolated from observed gravity values.
 ML0552
 ML0552;                    North         East    Units  Estimated Accuracy
 ML0552;SPC NE       -   240,090.      620,370.      MT  (+/- 180 meters Scaled)
 ML0552
 ML0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375483(NAD 83)
 ML0552
 ML0552                          SUPERSEDED SURVEY CONTROL
 ML0552
 ML0552  NGVD 29 (??/??/92)  630.393  (m)         2068.21   (f) ADJ UNCH    2 0
 ML0552
 ML0552.Superseded values are not recommended for survey control.
 ML0552
 ML0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0552.See file dsdata.pdf to determine how the superseded data were derived.
 ML0552
 ML0552_MARKER: DB = BENCH MARK DISK
 ML0552_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0552_STAMPING: J 121 1935
 ML0552_MARK LOGO: CGS
 ML0552_PROJECTION: RECESSED 10 CENTIMETERS
 ML0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0552
 ML0552  HISTORY     - Date     Condition        Report By
 ML0552  HISTORY     - 1935     MONUMENTED       CGS
 ML0552  HISTORY     - 1938     GOOD             CGS
 ML0552
 ML0552                          STATION DESCRIPTION
 ML0552
 ML0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0552'7.3 MI N FROM BARTLETT.
 ML0552'7.3 MILES NORTH OF THE COURTHOUSE AT BARTLETT, ALONG U.S. HIGHWAY
 ML0552'NO. 281, BETWEEN BARTLETT AND ONEILL, AT THE JUNCTION WITH STATE
 ML0552'HIGHWAY NO. 53, 54 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 281,
 ML0552'36 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 53 EXTENDED TO
 ML0552'THE WEST, 20.5 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 ML0552'CULVERT, 10 FEET SOUTH OF A RIGHT OF WAY CORNER POST.  A STANDARD
 ML0552'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.  NOTE-- THIS MARK
 ML0552'WAS COVERED WITH FOUR INCHES OF SOIL
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0396 ***********************************************************************
 ML0396  DESIGNATION -  J 122
 ML0396  PID         -  ML0396
 ML0396  STATE/COUNTY-  NE/BUFFALO
 ML0396  COUNTRY     -  US
 ML0396  USGS QUAD   -  RAVENNA (2017)
 ML0396
 ML0396                         *CURRENT SURVEY CONTROL
 ML0396  ______________________________________________________________________
 ML0396* NAD 83(1986) POSITION- 41 02 50.     (N) 098 58 39.     (W)   SCALED
 ML0396* NAVD 88 ORTHO HEIGHT -   628.374 (meters)     2061.59  (feet) POSTED
 ML0396  ______________________________________________________________________
 ML0396  GEOID HEIGHT    -        -24.096 (meters)                     GEOID18
 ML0396  DYNAMIC HEIGHT  -        628.04  (meters)     2060.5   (feet) COMP
 ML0396  MODELED GRAVITY -    980,074.2   (mgal)                       NAVD 88
 ML0396
 ML0396  VERT ORDER      -  * POSTED, SEE BELOW
 ML0396
 ML0396.The horizontal coordinates were scaled from a map and have
 ML0396.an estimated accuracy of +/- 6 seconds.
 ML0396
 ML0396.The orthometric height was determined by differential leveling
 ML0396.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 ML0396
 ML0396.* This is a POSTED BENCH MARK height.
 ML0396
 ML0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0396.GEOID18 height accuracy estimate available here.
 ML0396
 ML0396.Click photographs - Photos may exist for this station.
 ML0396
 ML0396.The dynamic height is computed by dividing the NAVD 88
 ML0396.geopotential number by the normal gravity value computed on the
 ML0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0396.degrees latitude (g = 980.6199 gals.).
 ML0396
 ML0396.The modeled gravity was interpolated from observed gravity values.
 ML0396
 ML0396;                    North         East    Units  Estimated Accuracy
 ML0396;SPC NE       -   135,280.      585,940.      MT  (+/- 180 meters Scaled)
 ML0396
 ML0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL018439(NAD 83)
 ML0396
 ML0396                          SUPERSEDED SURVEY CONTROL
 ML0396
 ML0396  NGVD 29 (??/??/92)  628.150  (m)         2060.86   (f) ADJ UNCH    2 0
 ML0396
 ML0396.Superseded values are not recommended for survey control.
 ML0396
 ML0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0396.See file dsdata.pdf to determine how the superseded data were derived.
 ML0396
 ML0396_MARKER: DB = BENCH MARK DISK
 ML0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0396_STAMPING: J 122 1935
 ML0396_MARK LOGO: CGS
 ML0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0396+STABILITY: SURFACE MOTION
 ML0396
 ML0396  HISTORY     - Date     Condition        Report By
 ML0396  HISTORY     - 1935     MONUMENTED       CGS
 ML0396  HISTORY     - 1950     MARK NOT FOUND   CGS
 ML0396  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0396
 ML0396                          STATION DESCRIPTION
 ML0396
 ML0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0396'1.7 MI E FROM SWEETWATER.
 ML0396'1.8 MILES EAST ALONG STATE HIGHWAY 45 AND STATE HIGHWAY 10 FROM
 ML0396'THE POST OFFICE AT SWEETWATER, BUFFALO COUNTY, AT THE T-JUNCTION
 ML0396'OF THE HIGHWAYS, 84 FEET EAST OF THE CENTER LINE OF THE
 ML0396'NORTH-AND-SOUTH HIGHWAY (EXTENDED TO THE SOUTH), 36 FEET
 ML0396'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 45, AND 5 FEET
 ML0396'SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 ML0396'POST.  NOTE-- PLOWED GROUND AT LOCATION OF POST.
 ML0396
 ML0396                          STATION RECOVERY (1950)
 ML0396
 ML0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0396'MARK NOT FOUND.
 ML0396
 ML0396                          STATION RECOVERY (1995)
 ML0396
 ML0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0396'SEARCHED FOR COULD NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0348 ***********************************************************************
 ML0348  DESIGNATION -  J 125
 ML0348  PID         -  ML0348
 ML0348  STATE/COUNTY-  NE/GREELEY
 ML0348  COUNTRY     -  US
 ML0348  USGS QUAD   -  SCOTIA (2017)
 ML0348
 ML0348                         *CURRENT SURVEY CONTROL
 ML0348  ______________________________________________________________________
 ML0348* NAD 83(1986) POSITION- 41 24 54.     (N) 098 40 48.     (W)   SCALED
 ML0348* NAVD 88 ORTHO HEIGHT -   578.840 (meters)     1899.08  (feet) ADJUSTED
 ML0348  ______________________________________________________________________
 ML0348  GEOID HEIGHT    -        -24.313 (meters)                     GEOID18
 ML0348  DYNAMIC HEIGHT  -        578.551 (meters)     1898.13  (feet) COMP
 ML0348  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 ML0348
 ML0348  VERT ORDER      -  SECOND    CLASS 0
 ML0348
 ML0348.The horizontal coordinates were scaled from a map and have
 ML0348.an estimated accuracy of +/- 6 seconds.
 ML0348
 ML0348.The orthometric height was determined by differential leveling and
 ML0348.adjusted by the NATIONAL GEODETIC SURVEY
 ML0348.in June 1991.
 ML0348
 ML0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0348.GEOID18 height accuracy estimate available here.
 ML0348
 ML0348.Click photographs - Photos may exist for this station.
 ML0348
 ML0348.The dynamic height is computed by dividing the NAVD 88
 ML0348.geopotential number by the normal gravity value computed on the
 ML0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0348.degrees latitude (g = 980.6199 gals.).
 ML0348
 ML0348.The modeled gravity was interpolated from observed gravity values.
 ML0348
 ML0348;                    North         East    Units  Estimated Accuracy
 ML0348;SPC NE       -   176,450.      610,320.      MT  (+/- 180 meters Scaled)
 ML0348
 ML0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL267848(NAD 83)
 ML0348
 ML0348                          SUPERSEDED SURVEY CONTROL
 ML0348
 ML0348  NGVD 29 (??/??/92)  578.591  (m)         1898.26   (f) ADJ UNCH    2 0
 ML0348
 ML0348.Superseded values are not recommended for survey control.
 ML0348
 ML0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0348.See file dsdata.pdf to determine how the superseded data were derived.
 ML0348
 ML0348_MARKER: DB = BENCH MARK DISK
 ML0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0348_STAMPING: J 125 1935
 ML0348_MARK LOGO: CGS
 ML0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0348+STABILITY: SURFACE MOTION
 ML0348
 ML0348  HISTORY     - Date     Condition        Report By
 ML0348  HISTORY     - 1935     MONUMENTED       CGS
 ML0348  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 ML0348
 ML0348                          STATION DESCRIPTION
 ML0348
 ML0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0348'4.9 MI NW FROM COTESFIELD.
 ML0348'4.9 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0348'RAILROAD BETWEEN ST. PAUL AND ORD, 15 1/2 POLES NORTHWEST OF
 ML0348'MILEPOST 41, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 41.8 FEET
 ML0348'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 11, AND 6 FEET
 ML0348'NORTHEAST OF RIGHT OF WAY FENCE.
 ML0348
 ML0348                          STATION RECOVERY (2009)
 ML0348
 ML0348'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0348'1978, NEW ALIGNMENT, HWY 11, SHIFTED RT 19' (NE), LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0638 ***********************************************************************
 ML0638  DESIGNATION -  J 126
 ML0638  PID         -  ML0638
 ML0638  STATE/COUNTY-  NE/GARFIELD
 ML0638  COUNTRY     -  US
 ML0638  USGS QUAD   -  BURWELL NE (2017)
 ML0638
 ML0638                         *CURRENT SURVEY CONTROL
 ML0638  ______________________________________________________________________
 ML0638* NAD 83(1986) POSITION- 41 57 07.     (N) 099 05 18.     (W)   SCALED
 ML0638* NAVD 88 ORTHO HEIGHT -   715.499 (meters)     2347.43  (feet) ADJUSTED
 ML0638  ______________________________________________________________________
 ML0638  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 ML0638  DYNAMIC HEIGHT  -        715.170 (meters)     2346.35  (feet) COMP
 ML0638  MODELED GRAVITY -    980,138.0   (mgal)                       NAVD 88
 ML0638
 ML0638  VERT ORDER      -  SECOND    CLASS 0
 ML0638
 ML0638.The horizontal coordinates were scaled from a map and have
 ML0638.an estimated accuracy of +/- 6 seconds.
 ML0638
 ML0638.The orthometric height was determined by differential leveling and
 ML0638.adjusted by the NATIONAL GEODETIC SURVEY
 ML0638.in June 1991.
 ML0638
 ML0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0638.GEOID18 height accuracy estimate available here.
 ML0638
 ML0638.Click photographs - Photos may exist for this station.
 ML0638
 ML0638.The dynamic height is computed by dividing the NAVD 88
 ML0638.geopotential number by the normal gravity value computed on the
 ML0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0638.degrees latitude (g = 980.6199 gals.).
 ML0638
 ML0638.The modeled gravity was interpolated from observed gravity values.
 ML0638
 ML0638;                    North         East    Units  Estimated Accuracy
 ML0638;SPC NE       -   235,620.      575,560.      MT  (+/- 180 meters Scaled)
 ML0638
 ML0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM926444(NAD 83)
 ML0638
 ML0638                          SUPERSEDED SURVEY CONTROL
 ML0638
 ML0638  NGVD 29 (??/??/92)  715.241  (m)         2346.59   (f) ADJ UNCH    2 0
 ML0638
 ML0638.Superseded values are not recommended for survey control.
 ML0638
 ML0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0638.See file dsdata.pdf to determine how the superseded data were derived.
 ML0638
 ML0638_MARKER: DB = BENCH MARK DISK
 ML0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0638_STAMPING: J 126 1935
 ML0638_MARK LOGO: CGS
 ML0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0638+STABILITY: SURFACE MOTION
 ML0638
 ML0638  HISTORY     - Date     Condition        Report By
 ML0638  HISTORY     - 1935     MONUMENTED       CGS
 ML0638
 ML0638                          STATION DESCRIPTION
 ML0638
 ML0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0638'13.1 MI N FROM BURWELL.
 ML0638'13.10 MILES NORTH OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0638'HIGHWAY 11, BETWEEN BURWELL AND ATKINSON, IN LINE WITH TELEPHONE
 ML0638'LINE LEADING TO ELLIS WHITESIDE RANCH, 47.5 FEET WEST OF THE
 ML0638'CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTH OF THE SOUTH END
 ML0638'OF THE FIELD ENTRANCE TO WHITESIDE RANCH WHICH IS ABOUT 0.4
 ML0638'MILE WEST OF THE HIGHWAY, AND 1.5 FEET EAST OF RIGHT OF WAY
 ML0638'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0639 ***********************************************************************
 ML0639  DESIGNATION -  J 126 RESET
 ML0639  PID         -  ML0639
 ML0639  STATE/COUNTY-  NE/GARFIELD
 ML0639  COUNTRY     -  US
 ML0639  USGS QUAD   -  BURWELL NE (2017)
 ML0639
 ML0639                         *CURRENT SURVEY CONTROL
 ML0639  ______________________________________________________________________
 ML0639* NAD 83(1986) POSITION- 41 57 07.     (N) 099 05 18.     (W)   SCALED
 ML0639* NAVD 88 ORTHO HEIGHT -   715.25  (meters)     2346.6   (feet) RESET
 ML0639  ______________________________________________________________________
 ML0639  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 ML0639  VERT ORDER      -  THIRD
 ML0639
 ML0639.The horizontal coordinates were scaled from a map and have
 ML0639.an estimated accuracy of +/- 6 seconds.
 ML0639
 ML0639.The orthometric height was computed from unverified reset data.
 ML0639
 ML0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0639.GEOID18 height accuracy estimate available here.
 ML0639
 ML0639.Click photographs - Photos may exist for this station.
 ML0639
 ML0639;                    North         East    Units  Estimated Accuracy
 ML0639;SPC NE       -   235,620.      575,560.      MT  (+/- 180 meters Scaled)
 ML0639
 ML0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM926444(NAD 83)
 ML0639
 ML0639                          SUPERSEDED SURVEY CONTROL
 ML0639
 ML0639  NGVD 29 (??/??/??)  714.99   (m)         2345.8    (f) RESET       3  
 ML0639
 ML0639.Superseded values are not recommended for survey control.
 ML0639
 ML0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0639.See file dsdata.pdf to determine how the superseded data were derived.
 ML0639
 ML0639_MARKER: DB = BENCH MARK DISK
 ML0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0639_STAMPING: J 126 RESET 1964
 ML0639_MARK LOGO: CGS
 ML0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0639+STABILITY: SURFACE MOTION
 ML0639
 ML0639  HISTORY     - Date     Condition        Report By
 ML0639  HISTORY     - 1964     MONUMENTED       CGS
 ML0639
 ML0639                          STATION DESCRIPTION
 ML0639
 ML0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0639'13.8 MI NE FROM BURWELL.
 ML0639'0.5 MILE EAST FROM THE COURTHOUSE AT BURWELL, GARFIELD COUNTY,
 ML0639'THEN NORTH ALONG STATE HIGHWAYS 11 AND 91 FOR 0.2 MILE TO THE
 ML0639'BRIDGE OVER THE LOUP RIVER, THENCE 1.1 MILE NORTH AND EAST
 ML0639'ALONG STATE HIGHWAYS 11 AND 91 TO THEIR JUNCTION, THENCE NORTH
 ML0639'ALONG STATE HIGHWAY 11 FOR 12.0 MILES TO THE BENCH MARK ON THE
 ML0639'LEFT, ABOUT 100 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY,
 ML0639'2 FEET NORTH OF HIGHWAY STATION 630, AND 1 FOOT SOUTH OF A NEW
 ML0639'STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 ML0639'DISK IS STAMPED J 126 REST 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0211 ***********************************************************************
 NN0211  DESIGNATION -  J 127
 NN0211  PID         -  NN0211
 NN0211  STATE/COUNTY-  NE/HOLT
 NN0211  COUNTRY     -  US
 NN0211  USGS QUAD   -  EMMET (2017)
 NN0211
 NN0211                         *CURRENT SURVEY CONTROL
 NN0211  ______________________________________________________________________
 NN0211* NAD 83(1986) POSITION- 42 28 43.     (N) 098 51 12.     (W)   SCALED
 NN0211* NAVD 88 ORTHO HEIGHT -   621.501 (meters)     2039.04  (feet) ADJUSTED
 NN0211  ______________________________________________________________________
 NN0211  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 NN0211  DYNAMIC HEIGHT  -        621.255 (meters)     2038.23  (feet) COMP
 NN0211  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 NN0211
 NN0211  VERT ORDER      -  FIRST     CLASS II
 NN0211
 NN0211.The horizontal coordinates were scaled from a map and have
 NN0211.an estimated accuracy of +/- 6 seconds.
 NN0211
 NN0211.The orthometric height was determined by differential leveling and
 NN0211.adjusted by the NATIONAL GEODETIC SURVEY
 NN0211.in June 1991.
 NN0211
 NN0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0211.GEOID18 height accuracy estimate available here.
 NN0211
 NN0211.Click photographs - Photos may exist for this station.
 NN0211
 NN0211.The dynamic height is computed by dividing the NAVD 88
 NN0211.geopotential number by the normal gravity value computed on the
 NN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0211.degrees latitude (g = 980.6199 gals.).
 NN0211
 NN0211.The modeled gravity was interpolated from observed gravity values.
 NN0211
 NN0211;                    North         East    Units  Estimated Accuracy
 NN0211;SPC NE       -   294,330.      594,270.      MT  (+/- 180 meters Scaled)
 NN0211
 NN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN120029(NAD 83)
 NN0211
 NN0211                          SUPERSEDED SURVEY CONTROL
 NN0211
 NN0211  NGVD 29 (??/??/92)  621.280  (m)         2038.32   (f) ADJ UNCH    1 2
 NN0211
 NN0211.Superseded values are not recommended for survey control.
 NN0211
 NN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0211.See file dsdata.pdf to determine how the superseded data were derived.
 NN0211
 NN0211_MARKER: DB = BENCH MARK DISK
 NN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0211_STAMPING: J 127 1935
 NN0211_MARK LOGO: CGS
 NN0211_PROJECTION: RECESSED 30 CENTIMETERS
 NN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0211+STABILITY: SURFACE MOTION
 NN0211
 NN0211  HISTORY     - Date     Condition        Report By
 NN0211  HISTORY     - 1935     MONUMENTED       CGS
 NN0211  HISTORY     - 1946     GOOD             CGS
 NN0211
 NN0211                          STATION DESCRIPTION
 NN0211
 NN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0211'2.4 MI W FROM EMMET.
 NN0211'2.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0211'THE STATION AT EMMET, HOLT COUNTY, 0.2 MILE EAST OF BRIDGE 322,
 NN0211'10 POLES WEST OF MILEPOST 166, 40.2 FEET NORTHEAST OF THE CENTER
 NN0211'OF A ROAD CROSSING, 19.8 FEET NORTH OF THE CENTERLINE OF THE
 NN0211'TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 NN0211'THE TRACK, AND 12 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED
 NN0211'J 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1308 ***********************************************************************
 NM1308  DESIGNATION -  J 128
 NM1308  PID         -  NM1308
 NM1308  STATE/COUNTY-  NE/ANTELOPE
 NM1308  COUNTRY     -  US
 NM1308  USGS QUAD   -  OAKDALE (2017)
 NM1308
 NM1308                         *CURRENT SURVEY CONTROL
 NM1308  ______________________________________________________________________
 NM1308* NAD 83(1986) POSITION- 42 04 38.     (N) 097 58 23.     (W)   SCALED
 NM1308* NAVD 88 ORTHO HEIGHT -   520.936 (meters)     1709.10  (feet) ADJUSTED
 NM1308  ______________________________________________________________________
 NM1308  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 NM1308  DYNAMIC HEIGHT  -        520.728 (meters)     1708.42  (feet) COMP
 NM1308  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 NM1308
 NM1308  VERT ORDER      -  SECOND    CLASS 0
 NM1308
 NM1308.The horizontal coordinates were scaled from a map and have
 NM1308.an estimated accuracy of +/- 6 seconds.
 NM1308
 NM1308.The orthometric height was determined by differential leveling and
 NM1308.adjusted by the NATIONAL GEODETIC SURVEY
 NM1308.in June 1991.
 NM1308
 NM1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1308.GEOID18 height accuracy estimate available here.
 NM1308
 NM1308.Click photographs - Photos may exist for this station.
 NM1308
 NM1308.The dynamic height is computed by dividing the NAVD 88
 NM1308.geopotential number by the normal gravity value computed on the
 NM1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1308.degrees latitude (g = 980.6199 gals.).
 NM1308
 NM1308.The modeled gravity was interpolated from observed gravity values.
 NM1308
 NM1308;                    North         East    Units  Estimated Accuracy
 NM1308;SPC NE       -   251,100.      667,670.      MT  (+/- 180 meters Scaled)
 NM1308
 NM1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM849588(NAD 83)
 NM1308
 NM1308                          SUPERSEDED SURVEY CONTROL
 NM1308
 NM1308  NGVD 29 (??/??/92)  520.731  (m)         1708.43   (f) ADJ UNCH    2 0
 NM1308
 NM1308.Superseded values are not recommended for survey control.
 NM1308
 NM1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1308.See file dsdata.pdf to determine how the superseded data were derived.
 NM1308
 NM1308_MARKER: DB = BENCH MARK DISK
 NM1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1308_STAMPING: J 128 1935
 NM1308_MARK LOGO: CGS
 NM1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1308+STABILITY: SURFACE MOTION
 NM1308
 NM1308  HISTORY     - Date     Condition        Report By
 NM1308  HISTORY     - 1935     MONUMENTED       CGS
 NM1308  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1308  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NM1308
 NM1308                          STATION DESCRIPTION
 NM1308
 NM1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1308'0.6 MI NW FROM OAKDALE.
 NM1308'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1308'FROM THE STATION AT OAKDALE, ANTELOPE COUNTY, 4 POLES WEST
 NM1308'OF THE WATER TOWER, 6-1/2 RAILS EAST OF THE POINT OF A SPUR
 NM1308'LEADING TO A SIDING, 54 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NM1308'TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 4 FEET LOWER THAN
 NM1308'THE TRACK.  A STANDARD DISK, STAMPED J 128 1935 AND SET IN THE
 NM1308'TOP OF A CONCRETE POST.  NOTE-- WATER TOWER HAS BEEN MOVED AND
 NM1308'AREA UNDER CULTIVATION.
 NM1308
 NM1308                          STATION RECOVERY (1961)
 NM1308
 NM1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1308'MARK NOT FOUND.
 NM1308
 NM1308                          STATION RECOVERY (2010)
 NM1308
 NM1308'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NM1308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0321 ***********************************************************************
 LG0321  DESIGNATION -  J 13
 LG0321  PID         -  LG0321
 LG0321  STATE/COUNTY-  NE/LANCASTER
 LG0321  COUNTRY     -  US
 LG0321  USGS QUAD   -  EMERALD (2017)
 LG0321
 LG0321                         *CURRENT SURVEY CONTROL
 LG0321  ______________________________________________________________________
 LG0321* NAD 83(1986) POSITION- 40 45 44.     (N) 096 49 51.     (W)   SCALED
 LG0321* NAVD 88 ORTHO HEIGHT -   368.142 (meters)     1207.81  (feet) ADJUSTED
 LG0321  ______________________________________________________________________
 LG0321  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 LG0321  DYNAMIC HEIGHT  -        367.970 (meters)     1207.25  (feet) COMP
 LG0321  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 LG0321
 LG0321  VERT ORDER      -  FIRST     CLASS II
 LG0321
 LG0321.The horizontal coordinates were scaled from a map and have
 LG0321.an estimated accuracy of +/- 6 seconds.
 LG0321
 LG0321.The orthometric height was determined by differential leveling and
 LG0321.adjusted by the NATIONAL GEODETIC SURVEY
 LG0321.in June 1991.
 LG0321
 LG0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0321.GEOID18 height accuracy estimate available here.
 LG0321
 LG0321.Click photographs - Photos may exist for this station.
 LG0321
 LG0321.The dynamic height is computed by dividing the NAVD 88
 LG0321.geopotential number by the normal gravity value computed on the
 LG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0321.degrees latitude (g = 980.6199 gals.).
 LG0321
 LG0321.The modeled gravity was interpolated from observed gravity values.
 LG0321
 LG0321;                    North         East    Units  Estimated Accuracy
 LG0321;SPC NE       -   108,040.      767,470.      MT  (+/- 180 meters Scaled)
 LG0321
 LG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL830146(NAD 83)
 LG0321
 LG0321                          SUPERSEDED SURVEY CONTROL
 LG0321
 LG0321  NGVD 29 (??/??/92)  368.028  (m)         1207.44   (f) ADJ UNCH    1 2
 LG0321
 LG0321.Superseded values are not recommended for survey control.
 LG0321
 LG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0321.See file dsdata.pdf to determine how the superseded data were derived.
 LG0321
 LG0321_MARKER: DB = BENCH MARK DISK
 LG0321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0321_SP_SET: PIER
 LG0321_STAMPING: J 13 1933 1206.989
 LG0321_MARK LOGO: CGS
 LG0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0321+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 LG0321
 LG0321  HISTORY     - Date     Condition        Report By
 LG0321  HISTORY     - 1933     MONUMENTED       CGS
 LG0321  HISTORY     - 1940     GOOD             CGS
 LG0321  HISTORY     - 19911022 GOOD             NGS
 LG0321  HISTORY     - 20070606 GOOD             NEDR
 LG0321
 LG0321                          STATION DESCRIPTION
 LG0321
 LG0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0321'2 MI NE FROM DENTON.
 LG0321'2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0321'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, AT BRIDGE
 LG0321'67.48, AT THE EAST END OF THE STEEL SPAN, IN THE TOP OF THE SOUTH
 LG0321'SIDE OF THE EAST CONCRETE PIER, 1 FOOT NORTH OF THE SOUTH END,
 LG0321'AND 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LG0321'DISK, STAMPED 1206.989 J 13 1933.
 LG0321
 LG0321                          STATION RECOVERY (1991)
 LG0321
 LG0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0321'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0321'U.S. HIGHWAY 77 IN LINCOLN, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 LG0321'VAN DORN STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG WEST VAN DORN
 LG0321'STREET, THENCE 8.3 KM (5.15 MI) SOUTHWESTERLY ALONG THE BURLINGTON
 LG0321'NORTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE
 LG0321'SOUTHEAST END OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT
 LG0321'OF RAILROAD BRIDGE NUMBER 67.48 SPANNING HOLMS CREEK, 3.0 M (9.8 FT)
 LG0321'SOUTHEAST OF THE NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 LG0321'TRACK.
 LG0321
 LG0321                          STATION RECOVERY (2007)
 LG0321
 LG0321'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 LG0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0348 ***********************************************************************
 NO0348  DESIGNATION -  J 130
 NO0348  PID         -  NO0348
 NO0348  STATE/COUNTY-  NE/CHERRY
 NO0348  COUNTRY     -  US
 NO0348  USGS QUAD   -  MERRIMAN SW (2017)
 NO0348
 NO0348                         *CURRENT SURVEY CONTROL
 NO0348  ______________________________________________________________________
 NO0348* NAD 83(1986) POSITION- 42 46 11.34   (N) 101 41 47.59   (W)   HD_HELD1
 NO0348* NAVD 88 ORTHO HEIGHT -  1047.216 (meters)     3435.74  (feet) ADJUSTED
 NO0348  ______________________________________________________________________
 NO0348  GEOID HEIGHT    -        -19.313 (meters)                     GEOID18
 NO0348  DYNAMIC HEIGHT  -       1046.738 (meters)     3434.17  (feet) COMP
 NO0348  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 NO0348
 NO0348  VERT ORDER      -  SECOND    CLASS 0
 NO0348
 NO0348.The horizontal coordinates were determined by differentially corrected
 NO0348.hand held GPS observations or other comparable positioning techniques
 NO0348.and have an estimated accuracy of +/- 3 meters.
 NO0348
 NO0348.The orthometric height was determined by differential leveling and
 NO0348.adjusted by the NATIONAL GEODETIC SURVEY
 NO0348.in June 1991.
 NO0348
 NO0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0348.GEOID18 height accuracy estimate available here.
 NO0348
 NO0348.Click photographs - Photos may exist for this station.
 NO0348
 NO0348.The dynamic height is computed by dividing the NAVD 88
 NO0348.geopotential number by the normal gravity value computed on the
 NO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0348.degrees latitude (g = 980.6199 gals.).
 NO0348
 NO0348.The modeled gravity was interpolated from observed gravity values.
 NO0348
 NO0348;                    North         East    Units  Estimated Accuracy
 NO0348;SPC NE       -   327,413.5     361,168.6     MT  (+/- 3 meters HH1 GPS) 
 NO0348
 NO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7938338780(NAD 83)
 NO0348
 NO0348                          SUPERSEDED SURVEY CONTROL
 NO0348
 NO0348  NGVD 29 (??/??/92) 1046.790  (m)         3434.34   (f) ADJ UNCH    2 0
 NO0348
 NO0348.Superseded values are not recommended for survey control.
 NO0348
 NO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0348.See file dsdata.pdf to determine how the superseded data were derived.
 NO0348
 NO0348_MARKER: DB = BENCH MARK DISK
 NO0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0348_STAMPING: J 130 1934
 NO0348_MARK LOGO: CGS
 NO0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0348+STABILITY: SURFACE MOTION
 NO0348
 NO0348  HISTORY     - Date     Condition        Report By
 NO0348  HISTORY     - 1934     MONUMENTED       CGS
 NO0348  HISTORY     - 1948     GOOD             CGS
 NO0348
 NO0348                          STATION DESCRIPTION
 NO0348
 NO0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0348'12.5 MI S FROM MERRIMAN.
 NO0348'12.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0348'COUNTY, 4.0 MILES SOUTH OF NIOBRARA RIVER, AT A SAND HILL AT A
 NO0348'HIGH POINT ALONG THE HIGHWAY, 69 YARDS WEST OF A SECTION-LINE
 NO0348'FENCE, AND 91 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 NO0348'STANDARD DISK, STAMPED J 130 1934 AND SET IN THE TOP OF A
 NO0348'CONCRETE POST.  10.3 MILES (AIR LINE) SOUTH OF MERRIMAN 2.8
 NO0348'MILES SOUTH OF NIOBRARA RIVER, 0.35 MILE SOUTH OF CORNER SECS.
 NO0348'5, 6, 7, AND 8, T. 32 N., R. 37 W., 200 FEET WEST OF SECTION-LINE
 NO0348'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1262 ***********************************************************************
 MK1262  DESIGNATION -  J 130
 MK1262  PID         -  MK1262
 MK1262  STATE/COUNTY-  NE/COLFAX
 MK1262  COUNTRY     -  US
 MK1262  USGS QUAD   -  SCHUYLER (2017)
 MK1262
 MK1262                         *CURRENT SURVEY CONTROL
 MK1262  ______________________________________________________________________
 MK1262* NAD 83(1986) POSITION- 41 27 06.     (N) 097 01 23.     (W)   SCALED
 MK1262* NAVD 88 ORTHO HEIGHT -   409.212 (meters)     1342.56  (feet) ADJUSTED
 MK1262  ______________________________________________________________________
 MK1262  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 MK1262  DYNAMIC HEIGHT  -        409.034 (meters)     1341.97  (feet) COMP
 MK1262  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 MK1262
 MK1262  VERT ORDER      -  SECOND    CLASS 0
 MK1262
 MK1262.The horizontal coordinates were scaled from a map and have
 MK1262.an estimated accuracy of +/- 6 seconds.
 MK1262
 MK1262.The orthometric height was determined by differential leveling and
 MK1262.adjusted by the NATIONAL GEODETIC SURVEY
 MK1262.in June 1991.
 MK1262
 MK1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1262.GEOID18 height accuracy estimate available here.
 MK1262
 MK1262.Click photographs - Photos may exist for this station.
 MK1262
 MK1262.The dynamic height is computed by dividing the NAVD 88
 MK1262.geopotential number by the normal gravity value computed on the
 MK1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1262.degrees latitude (g = 980.6199 gals.).
 MK1262
 MK1262.The modeled gravity was interpolated from observed gravity values.
 MK1262
 MK1262;                    North         East    Units  Estimated Accuracy
 MK1262;SPC NE       -   183,960.      748,610.      MT  (+/- 180 meters Scaled)
 MK1262
 MK1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL651907(NAD 83)
 MK1262
 MK1262                          SUPERSEDED SURVEY CONTROL
 MK1262
 MK1262  NGVD 29 (??/??/92)  409.044  (m)         1342.01   (f) ADJ UNCH    2 0
 MK1262
 MK1262.Superseded values are not recommended for survey control.
 MK1262
 MK1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1262.See file dsdata.pdf to determine how the superseded data were derived.
 MK1262
 MK1262_MARKER: DB = BENCH MARK DISK
 MK1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1262_STAMPING: J 130 1935
 MK1262_MARK LOGO: CGS
 MK1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1262+STABILITY: SURFACE MOTION
 MK1262
 MK1262  HISTORY     - Date     Condition        Report By
 MK1262  HISTORY     - 1935     MONUMENTED       CGS
 MK1262  HISTORY     - 1967     MARK NOT FOUND   CGS
 MK1262
 MK1262                          STATION DESCRIPTION
 MK1262
 MK1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1262'1.8 MI E FROM SCHUYLER.
 MK1262'ALONG THE UNION PACIFIC RAILROAD BETWEEN FREEMONT AND COLUMBUS,
 MK1262'NEBRASKA, 46.5 FEET EAST OF MILE POST 67.  32.0 FEET SOUTH OF
 MK1262'SOUTH RAIL, AND 27.0 FEET EAST OF IRRIGATION DITCH.
 MK1262
 MK1262                          STATION RECOVERY (1967)
 MK1262
 MK1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK1262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9613 ***********************************************************************
 AG9613  DESIGNATION -  J 132 RESET
 AG9613  PID         -  AG9613
 AG9613  STATE/COUNTY-  NE/BURT
 AG9613  COUNTRY     -  US
 AG9613  USGS QUAD   -  OAKLAND (2017)
 AG9613
 AG9613                         *CURRENT SURVEY CONTROL
 AG9613  ______________________________________________________________________
 AG9613* NAD 83(1986) POSITION- 41 50 02.     (N) 096 28 05.     (W)   SCALED
 AG9613* NAVD 88 ORTHO HEIGHT -   390.72  (meters)     1281.9   (feet) RESET
 AG9613  ______________________________________________________________________
 AG9613  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 AG9613  VERT ORDER      -  THIRD
 AG9613
 AG9613.The horizontal coordinates were scaled from a map and have
 AG9613.an estimated accuracy of +/- 6 seconds.
 AG9613
 AG9613.The orthometric height was computed from unverified reset data.
 AG9613
 AG9613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9613.GEOID18 height accuracy estimate available here.
 AG9613
 AG9613.Click photographs - Photos may exist for this station.
 AG9613
 AG9613;                    North         East    Units  Estimated Accuracy
 AG9613;SPC NE       -   228,100.      793,210.      MT  (+/- 180 meters Scaled)
 AG9613
 AG9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102344(NAD 83)
 AG9613
 AG9613                          SUPERSEDED SURVEY CONTROL
 AG9613
 AG9613.No superseded survey control is available for this station.
 AG9613
 AG9613_MARKER: DV = VERTICAL CONTROL DISK
 AG9613_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AG9613_SP_SET: GRAIN ELEVATOR FOUNDATION
 AG9613_STAMPING: J 132 RESET 1997
 AG9613_MARK LOGO: NGS
 AG9613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9613+STABILITY: POSITION/ELEVATION WELL
 AG9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9613+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9613
 AG9613  HISTORY     - Date     Condition        Report By
 AG9613  HISTORY     - 1997     MONUMENTED       NEDR
 AG9613
 AG9613                          STATION DESCRIPTION
 AG9613
 AG9613'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AG9613'LOCATED IN OAKLAND, AT THE AGLAND CO-OP GRAIN ELEVATOR, AT 107 WEST
 AG9613'2ND STREET, AND IN THE SE1/4 SEC36, T22N, R8E.  PERMISSION FOR THE
 AG9613'MARK WAS GIVEN BY MR.  DALE J.  JOHNSON, GENERAL MANAGER, 107 WEST 2ND
 AG9613'STREET, OAKLAND, NE 68045, TELEPHONE 402-685 5613.  TO REACH FROM THE
 AG9613'OAKLAND POST OFFICE, GO SOUTH ON OAKLAND AVENUE FOR 0.16 KM (0.10 MI)
 AG9613'TO WEST 2ND STREET.  TURN RIGHT AND GO WEST FOR 0.16 MI, (0.26 KM)
 AG9613'CROSSING THE BN/SF RAILROAD TRACKS, TO THE AGLAND CO-OP AND THE MARK
 AG9613'ON THE LEFT, CEMENTED INTO A DRILLED HOLE AT THE EAST SIDE OF A 30 FT
 AG9613'(9.1 M) DEEP, ROUND, CONCRETE FOUNDATION OF THE 3RD GRAIN BIN SOUTH OF
 AG9613'WEST 2ND STREET.  IT IS 53.6 M (175.9 FT) SOUTH OF THE CENTERLINE OF
 AG9613'WEST 2ND STREET, 52.85 M (173.39 FT) WEST OF THE CENTERLINE OF THE
 AG9613'MAIN TRACKS, 49.6 M (162.7 FT) EAST OF THE CENTERLINE OF NORTH LOGAN
 AG9613'AVENUE, 14.441 M (47.379 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AG9613'AGLAND CO-OP OFFICE BUILDING AND IT IS ABOUT 0.13 M (0.43 FT) ABOVE
 AG9613'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1278 ***********************************************************************
 MK1278  DESIGNATION -  J 134
 MK1278  PID         -  MK1278
 MK1278  STATE/COUNTY-  NE/BUTLER
 MK1278  COUNTRY     -  US
 MK1278  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1278
 MK1278                         *CURRENT SURVEY CONTROL
 MK1278  ______________________________________________________________________
 MK1278* NAD 83(1986) POSITION- 41 15 17.     (N) 097 07 45.     (W)   SCALED
 MK1278* NAVD 88 ORTHO HEIGHT -   492.994 (meters)     1617.43  (feet) ADJUSTED
 MK1278  ______________________________________________________________________
 MK1278  GEOID HEIGHT    -        -25.975 (meters)                     GEOID18
 MK1278  DYNAMIC HEIGHT  -        492.762 (meters)     1616.67  (feet) COMP
 MK1278  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 MK1278
 MK1278  VERT ORDER      -  SECOND    CLASS 0
 MK1278
 MK1278.The horizontal coordinates were scaled from a map and have
 MK1278.an estimated accuracy of +/- 6 seconds.
 MK1278
 MK1278.The orthometric height was determined by differential leveling and
 MK1278.adjusted by the NATIONAL GEODETIC SURVEY
 MK1278.in June 1991.
 MK1278
 MK1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1278.GEOID18 height accuracy estimate available here.
 MK1278
 MK1278.Click photographs - Photos may exist for this station.
 MK1278
 MK1278.The dynamic height is computed by dividing the NAVD 88
 MK1278.geopotential number by the normal gravity value computed on the
 MK1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1278.degrees latitude (g = 980.6199 gals.).
 MK1278
 MK1278.The modeled gravity was interpolated from observed gravity values.
 MK1278
 MK1278;                    North         East    Units  Estimated Accuracy
 MK1278;SPC NE       -   161,800.      740,480.      MT  (+/- 180 meters Scaled)
 MK1278
 MK1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567687(NAD 83)
 MK1278
 MK1278                          SUPERSEDED SURVEY CONTROL
 MK1278
 MK1278  NGVD 29 (??/??/92)  492.818  (m)         1616.85   (f) ADJ UNCH    2 0
 MK1278
 MK1278.Superseded values are not recommended for survey control.
 MK1278
 MK1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1278.See file dsdata.pdf to determine how the superseded data were derived.
 MK1278
 MK1278_MARKER: DB = BENCH MARK DISK
 MK1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1278_SP_SET: WATER TOWER
 MK1278_STAMPING: J 134 1935
 MK1278_MARK LOGO: CGS
 MK1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1278
 MK1278  HISTORY     - Date     Condition        Report By
 MK1278  HISTORY     - 1935     MONUMENTED       CGS
 MK1278
 MK1278                          STATION DESCRIPTION
 MK1278
 MK1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1278'IN DAVID CITY.
 MK1278'NEAR THE CHICAGO AND NORTH WESTERN RAILWAY DEPOT.  BETWEEN THE
 MK1278'WEST LEGS OF THE C. AND N.W. WATER TOWER.  9.9 FEET SOUTH OF SOUTH
 MK1278'RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0682 ***********************************************************************
 LG0682  DESIGNATION -  J 135
 LG0682  PID         -  LG0682
 LG0682  STATE/COUNTY-  NE/YORK
 LG0682  COUNTRY     -  US
 LG0682  USGS QUAD   -  YORK SOUTH (2017)
 LG0682
 LG0682                         *CURRENT SURVEY CONTROL
 LG0682  ______________________________________________________________________
 LG0682* NAD 83(1986) POSITION- 40 47 53.     (N) 097 35 14.     (W)   SCALED
 LG0682* NAVD 88 ORTHO HEIGHT -   497.885 (meters)     1633.48  (feet) ADJUSTED
 LG0682  ______________________________________________________________________
 LG0682  GEOID HEIGHT    -        -26.430 (meters)                     GEOID18
 LG0682  DYNAMIC HEIGHT  -        497.620 (meters)     1632.61  (feet) COMP
 LG0682  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 LG0682
 LG0682  VERT ORDER      -  SECOND    CLASS 0
 LG0682
 LG0682.The horizontal coordinates were scaled from a map and have
 LG0682.an estimated accuracy of +/- 6 seconds.
 LG0682
 LG0682.The orthometric height was determined by differential leveling and
 LG0682.adjusted by the NATIONAL GEODETIC SURVEY
 LG0682.in June 1991.
 LG0682
 LG0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0682.GEOID18 height accuracy estimate available here.
 LG0682
 LG0682.Click photographs - Photos may exist for this station.
 LG0682
 LG0682.The dynamic height is computed by dividing the NAVD 88
 LG0682.geopotential number by the normal gravity value computed on the
 LG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0682.degrees latitude (g = 980.6199 gals.).
 LG0682
 LG0682.The modeled gravity was interpolated from observed gravity values.
 LG0682
 LG0682;                    North         East    Units  Estimated Accuracy
 LG0682;SPC NE       -   109,950.      703,540.      MT  (+/- 180 meters Scaled)
 LG0682
 LG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL191172(NAD 83)
 LG0682
 LG0682                          SUPERSEDED SURVEY CONTROL
 LG0682
 LG0682  NGVD 29 (??/??/92)  497.685  (m)         1632.82   (f) ADJ UNCH    2 0
 LG0682
 LG0682.Superseded values are not recommended for survey control.
 LG0682
 LG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0682.See file dsdata.pdf to determine how the superseded data were derived.
 LG0682
 LG0682_MARKER: DB = BENCH MARK DISK
 LG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0682_STAMPING: J 135 1935
 LG0682_MARK LOGO: CGS
 LG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0682+STABILITY: SURFACE MOTION
 LG0682
 LG0682  HISTORY     - Date     Condition        Report By
 LG0682  HISTORY     - 1935     MONUMENTED       CGS
 LG0682  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0682
 LG0682                          STATION DESCRIPTION
 LG0682
 LG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0682'3.7 MI N FROM MC COOL JUNCTION.
 LG0682'3.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0682'FROM THE STATION AT MC COOL JUNCTION, YORK COUNTY, 759 FEET
 LG0682'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 13.3 FEET WEST OF MILEPOST
 LG0682'130, AND 47 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A
 LG0682'STANDARD DISK, STAMPED J 135 1935 AND SET IN THE TOP OF A
 LG0682'CONCRETE POST.
 LG0682
 LG0682                          STATION RECOVERY (1967)
 LG0682
 LG0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0682'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1309 ***********************************************************************
 MK1309  DESIGNATION -  J 137
 MK1309  PID         -  MK1309
 MK1309  STATE/COUNTY-  NE/BUTLER
 MK1309  COUNTRY     -  US
 MK1309  USGS QUAD   -  SURPRISE (2017)
 MK1309
 MK1309                         *CURRENT SURVEY CONTROL
 MK1309  ______________________________________________________________________
 MK1309* NAD 83(1986) POSITION- 41 05 19.     (N) 097 19 49.     (W)   SCALED
 MK1309* NAVD 88 ORTHO HEIGHT -   482.230 (meters)     1582.12  (feet) ADJUSTED
 MK1309  ______________________________________________________________________
 MK1309  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 MK1309  DYNAMIC HEIGHT  -        481.986 (meters)     1581.32  (feet) COMP
 MK1309  MODELED GRAVITY -    980,102.4   (mgal)                       NAVD 88
 MK1309
 MK1309  VERT ORDER      -  SECOND    CLASS 0
 MK1309
 MK1309.The horizontal coordinates were scaled from a map and have
 MK1309.an estimated accuracy of +/- 6 seconds.
 MK1309
 MK1309.The orthometric height was determined by differential leveling and
 MK1309.adjusted by the NATIONAL GEODETIC SURVEY
 MK1309.in June 1991.
 MK1309
 MK1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1309.GEOID18 height accuracy estimate available here.
 MK1309
 MK1309.Click photographs - Photos may exist for this station.
 MK1309
 MK1309.The dynamic height is computed by dividing the NAVD 88
 MK1309.geopotential number by the normal gravity value computed on the
 MK1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1309.degrees latitude (g = 980.6199 gals.).
 MK1309
 MK1309.The modeled gravity was interpolated from observed gravity values.
 MK1309
 MK1309;                    North         East    Units  Estimated Accuracy
 MK1309;SPC NE       -   142,830.      724,210.      MT  (+/- 180 meters Scaled)
 MK1309
 MK1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL402499(NAD 83)
 MK1309
 MK1309                          SUPERSEDED SURVEY CONTROL
 MK1309
 MK1309  NGVD 29 (??/??/92)  482.039  (m)         1581.49   (f) ADJ UNCH    2 0
 MK1309
 MK1309.Superseded values are not recommended for survey control.
 MK1309
 MK1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1309.See file dsdata.pdf to determine how the superseded data were derived.
 MK1309
 MK1309_MARKER: DB = BENCH MARK DISK
 MK1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1309_STAMPING: J 137 1935
 MK1309_MARK LOGO: CGS
 MK1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1309+STABILITY: SURFACE MOTION
 MK1309
 MK1309  HISTORY     - Date     Condition        Report By
 MK1309  HISTORY     - 1935     MONUMENTED       CGS
 MK1309  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1309  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1309
 MK1309                          STATION DESCRIPTION
 MK1309
 MK1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1309'1.8 MI SW FROM SURPRISE.
 MK1309'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1309'AND YORK, 7 (33-FOOT) RAILS SOUTHWEST OF RAILROAD TRESTLE NO.
 MK1309'A63, 143 FEET EAST OF MILE POST NO. 57, 43 FEET NORTHWEST OF THE
 MK1309'NORTHWEST RAIL, 4.5 FEET SOUTHEAST OF FENCE.  NOTE-- MARK SEARCHED
 MK1309'AND DUG FOR 30 MIN.
 MK1309
 MK1309                          STATION RECOVERY (1965)
 MK1309
 MK1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1309'MARK NOT FOUND.
 MK1309
 MK1309                          STATION RECOVERY (1995)
 MK1309
 MK1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1309'SEARCHED FOR DID NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9619 ***********************************************************************
 AG9619  DESIGNATION -  J 138 RESET
 AG9619  PID         -  AG9619
 AG9619  STATE/COUNTY-  NE/HAMILTON
 AG9619  COUNTRY     -  US
 AG9619  USGS QUAD   -  AURORA WEST (2017)
 AG9619
 AG9619                         *CURRENT SURVEY CONTROL
 AG9619  ______________________________________________________________________
 AG9619* NAD 83(1986) POSITION- 40 51 45.     (N) 098 00 04.     (W)   SCALED
 AG9619* NAVD 88 ORTHO HEIGHT -   546.44  (meters)     1792.8   (feet) RESET
 AG9619  ______________________________________________________________________
 AG9619  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 AG9619  VERT ORDER      -  THIRD
 AG9619
 AG9619.The horizontal coordinates were scaled from a map and have
 AG9619.an estimated accuracy of +/- 6 seconds.
 AG9619
 AG9619.The orthometric height was computed from unverified reset data.
 AG9619
 AG9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9619.GEOID18 height accuracy estimate available here.
 AG9619
 AG9619.Click photographs - Photos may exist for this station.
 AG9619
 AG9619;                    North         East    Units  Estimated Accuracy
 AG9619;SPC NE       -   116,210.      668,460.      MT  (+/- 180 meters Scaled)
 AG9619
 AG9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL841239(NAD 83)
 AG9619
 AG9619                          SUPERSEDED SURVEY CONTROL
 AG9619
 AG9619.No superseded survey control is available for this station.
 AG9619
 AG9619_MARKER: DV = VERTICAL CONTROL DISK
 AG9619_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AG9619_SP_SET: GRAIN ELEVATOR BARREL
 AG9619_STAMPING: J 138 RESET 1997
 AG9619_MARK LOGO: NGS
 AG9619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9619+STABILITY: POSITION/ELEVATION WELL
 AG9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9619+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9619
 AG9619  HISTORY     - Date     Condition        Report By
 AG9619  HISTORY     - 1997     MONUMENTED       NGS
 AG9619
 AG9619                          STATION DESCRIPTION
 AG9619
 AG9619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9619'THE MARK IS IN AURORA, AT THE AURORA COOPERATIVE GRAIN ELEVATOR, AT
 AG9619'605 12TH STREET, P.O.  BOX 209, AURORA, NEBRASKA 68818.  PERMISSION TO
 AG9619'EASTABLISH THE MARK WAS GIVEN BY HARLAN D.  SHAFER, TELEPHONE 402-694
 AG9619'2106.  THE MARK IS CEMENTED, VERTICALLY, INTO A DRILLED HOLE IN THE
 AG9619'SOUTHEASTERN SIDE OF BARRELL NUMBER 7, WHICH THE MOST SOUTHEASTERN
 AG9619'BARRELL OF THE GRAIN ELEVATOR.  MARK IS 1.22 M (4.00 FT) ABOVE THE
 AG9619'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1071 ***********************************************************************
 MK1071  DESIGNATION -  J 139
 MK1071  PID         -  MK1071
 MK1071  STATE/COUNTY-  NE/CUMING
 MK1071  COUNTRY     -  US
 MK1071  USGS QUAD   -  WEST POINT (2017)
 MK1071
 MK1071                         *CURRENT SURVEY CONTROL
 MK1071  ______________________________________________________________________
 MK1071* NAD 83(1986) POSITION- 41 49 46.     (N) 096 41 09.     (W)   SCALED
 MK1071* NAVD 88 ORTHO HEIGHT -   453.799 (meters)     1488.84  (feet) ADJUSTED
 MK1071  ______________________________________________________________________
 MK1071  GEOID HEIGHT    -        -25.477 (meters)                     GEOID18
 MK1071  DYNAMIC HEIGHT  -        453.634 (meters)     1488.30  (feet) COMP
 MK1071  MODELED GRAVITY -    980,245.2   (mgal)                       NAVD 88
 MK1071
 MK1071  VERT ORDER      -  SECOND    CLASS 0
 MK1071
 MK1071.The horizontal coordinates were scaled from a map and have
 MK1071.an estimated accuracy of +/- 6 seconds.
 MK1071
 MK1071.The orthometric height was determined by differential leveling and
 MK1071.adjusted by the NATIONAL GEODETIC SURVEY
 MK1071.in June 1991.
 MK1071
 MK1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1071.GEOID18 height accuracy estimate available here.
 MK1071
 MK1071.Click photographs - Photos may exist for this station.
 MK1071
 MK1071.The dynamic height is computed by dividing the NAVD 88
 MK1071.geopotential number by the normal gravity value computed on the
 MK1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1071.degrees latitude (g = 980.6199 gals.).
 MK1071
 MK1071.The modeled gravity was interpolated from observed gravity values.
 MK1071
 MK1071;                    North         East    Units  Estimated Accuracy
 MK1071;SPC NE       -   226,890.      775,160.      MT  (+/- 180 meters Scaled)
 MK1071
 MK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM921334(NAD 83)
 MK1071
 MK1071                          SUPERSEDED SURVEY CONTROL
 MK1071
 MK1071  NGVD 29 (??/??/92)  453.657  (m)         1488.37   (f) ADJ UNCH    2 0
 MK1071
 MK1071.Superseded values are not recommended for survey control.
 MK1071
 MK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1071.See file dsdata.pdf to determine how the superseded data were derived.
 MK1071
 MK1071_MARKER: DB = BENCH MARK DISK
 MK1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1071_STAMPING: J 139 1935
 MK1071_MARK LOGO: CGS
 MK1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1071+STABILITY: SURFACE MOTION
 MK1071
 MK1071  HISTORY     - Date     Condition        Report By
 MK1071  HISTORY     - 1935     MONUMENTED       CGS
 MK1071  HISTORY     - 1957     GOOD             CGS
 MK1071
 MK1071                          STATION DESCRIPTION
 MK1071
 MK1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1071'1.8 MI E FROM WEST POINT.
 MK1071'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT,
 MK1071'NEAR THE 5TH TELEPHONE POLE WEST OF DRIVEWAY TO FARM HOUSE
 MK1071'ON THE NORTH SIDE OF HIGHWAY, 650 FEET WEST OF DRIVEWAY TO
 MK1071'FARM HOUSE, 28.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 MK1071'2.5 FEET SOUTH OF FENCE.
 MK1071
 MK1071                          STATION RECOVERY (1957)
 MK1071
 MK1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1072 ***********************************************************************
 MK1072  CBN         -  This is a Cooperative Base Network Control Station.
 MK1072  DESIGNATION -  J 139 RESET
 MK1072  PID         -  MK1072
 MK1072  STATE/COUNTY-  NE/CUMING
 MK1072  COUNTRY     -  US
 MK1072  USGS QUAD   -  WEST POINT (2017)
 MK1072
 MK1072                         *CURRENT SURVEY CONTROL
 MK1072  ______________________________________________________________________
 MK1072* NAD 83(2011) POSITION- 41 49 46.66175(N) 096 41 08.29947(W)   ADJUSTED
 MK1072* NAD 83(2011) ELLIP HT-   427.859 (meters)        (06/27/12)   ADJUSTED
 MK1072* NAD 83(2011) EPOCH   -  2010.00
 MK1072* NAVD 88 ORTHO HEIGHT -   453.35  (meters)     1487.4   (feet) RESET
 MK1072  ______________________________________________________________________
 MK1072  GEOID HEIGHT    -        -25.477 (meters)                     GEOID18
 MK1072  NAD 83(2011) X  -   -554,162.980 (meters)                     COMP
 MK1072  NAD 83(2011) Y  - -4,727,590.744 (meters)                     COMP
 MK1072  NAD 83(2011) Z  -  4,231,807.502 (meters)                     COMP
 MK1072  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 MK1072  VERT ORDER      -  THIRD
 MK1072
 MK1072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1072  Standards:
 MK1072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1072  -------------------------------------------------------------------
 MK1072  NETWORK    0.44   1.08           0.21   0.13   0.55      0.01187861
 MK1072  -------------------------------------------------------------------
 MK1072  Click here for local accuracies and other accuracy information.
 MK1072
 MK1072.The horizontal coordinates were established by GPS observations
 MK1072.and adjusted by the National Geodetic Survey in June 2012.
 MK1072
 MK1072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1072.been affixed to the stable North American tectonic plate. See 
 MK1072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1072
 MK1072.The horizontal coordinates are valid at the epoch date displayed above
 MK1072.which is a decimal equivalence of Year/Month/Day.
 MK1072
 MK1072.The orthometric height was computed from unverified reset data.
 MK1072
 MK1072.No vertical observational check was made to the station.
 MK1072
 MK1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1072.GEOID18 height accuracy estimate available here.
 MK1072
 MK1072.Click photographs - Photos may exist for this station.
 MK1072
 MK1072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1072
 MK1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1072
 MK1072.The ellipsoidal height was determined by GPS observations
 MK1072.and is referenced to NAD 83.
 MK1072
 MK1072. The following values were computed from the NAD 83(2011) position.
 MK1072
 MK1072;                    North         East     Units Scale Factor Converg.
 MK1072;SPC NE       -   226,915.454   775,171.590   MT  0.99967452   +2 11 47.1
 MK1072;SPC NE       -   744,471.79  2,543,208.79   sFT  0.99967452   +2 11 47.1
 MK1072;UTM  14      - 4,633,449.724   692,186.183   MT  1.00005453   +1 32 38.3
 MK1072
 MK1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1072!SPC NE       -   0.99993290  x   0.99967452  =   0.99960744
 MK1072!UTM  14      -   0.99993290  x   1.00005453  =   0.99998742
 MK1072
 MK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9218633449(NAD 83)
 MK1072
 MK1072                          SUPERSEDED SURVEY CONTROL
 MK1072
 MK1072  NAD 83(2007)-  41 49 46.66172(N)    096 41 08.30020(W) AD(2002.00) 0
 MK1072  ELLIP H (02/10/07)  427.884  (m)                       GP(2002.00)    
 MK1072  ELLIP H (07/10/01)  427.852  (m)                       GP(       ) 4 1
 MK1072  NAD 83(1995)-  41 49 46.66162(N)    096 41 08.29990(W) AD(       ) B
 MK1072  ELLIP H (06/25/96)  427.937  (m)                       GP(       ) 1 1
 MK1072  NAVD 88             453.35   (m)         1487.4    (f) LEVELING    3  
 MK1072  NAVD 88 (06/25/96)  453.5    (m)  GEOID93  model used  GPS OBS        
 MK1072  NGVD 29 (??/??/??)  453.21   (m)         1486.9    (f) RESET       3  
 MK1072
 MK1072.Superseded values are not recommended for survey control.
 MK1072
 MK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1072.See file dsdata.pdf to determine how the superseded data were derived.
 MK1072
 MK1072_MARKER: DB = BENCH MARK DISK
 MK1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1072_STAMPING: J 139 1935 RESET 1957
 MK1072_MARK LOGO: CGS
 MK1072_PROJECTION: PROJECTING 15 CENTIMETERS
 MK1072_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1072+STABILITY: SURFACE MOTION
 MK1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1072+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 MK1072
 MK1072  HISTORY     - Date     Condition        Report By
 MK1072  HISTORY     - 1957     MONUMENTED       NEDR
 MK1072  HISTORY     - 1981     GOOD             LOCSUR
 MK1072  HISTORY     - 19910416 GOOD             NGS
 MK1072  HISTORY     - 19950419 GOOD             NGS
 MK1072  HISTORY     - 20000605 GOOD             NEDR
 MK1072  HISTORY     - 20210622 GOOD             NEGS
 MK1072
 MK1072                          STATION DESCRIPTION
 MK1072
 MK1072'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1072'1.2 MI E FROM WEST POINT.
 MK1072'IN CUMING COUNTY, 1.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE
 MK1072'JUNCTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 9 AT THE SOUTH
 MK1072'EDGE OF THE WEST POINT, NEAR THE 5TH POLE WEST OF THE ENTRANCE
 MK1072'TO THE L.W. FUHRMAN FARM BUILDINGS, 79 FEET NORTH OF THE CENTER
 MK1072'OF STATE HIGHWAY 9, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 MK1072'6 INCHES AND THE DISK IS STAMPED J 139 1935 RESET 1957.  THIS
 MK1072'MARK IS 0.2 MILE EAST OF SECTION-LINE CROSSROADS.
 MK1072
 MK1072                          STATION RECOVERY (1981)
 MK1072
 MK1072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1072'RECOVERED IN GOOD CONDITION.
 MK1072
 MK1072                          STATION RECOVERY (1991)
 MK1072
 MK1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK1072'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 275 WITH STATE HIGHWAY 32,
 MK1072'ON THE SOUTH SIDE OF WEST POINT, GO EAST ON HIGHWAY 32 FOR 1.25 MI
 MK1072'(2.01 KM) TO THE MARK ON THE LEFT. A STANDARD BENCH MARK DISK, SET
 MK1072'INTO THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 0.3 FT
 MK1072'(9.1 CM) ABOVE THE GROUND SURFACE.  IT IS 180 FT (54.9 M) WEST FROM A
 MK1072'TELEPHONE CABLE JUNCTION BOX, 160.0 FT (48.8 M) WEST FROM THE EXTENDED
 MK1072'CENTERLINE OF A DRIVEWAY ON THE SOUTH SIDE OF THE HIGHWAY, 79.0 FT
 MK1072'(24.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 1.5 FT (0.5 M) EAST
 MK1072'FROM A WITNESS POST, 1.0 FT (0.3 M) SOUTH FROM THE NORTH RIGHT-OF-WAY
 MK1072'FENCE.  IT IS ALSO ABOUT 150 YARDS NORTH FROM A LARGE METAL GARAGE
 MK1072'BUILDING AND IS 79.0 FT (24.1 M) LEFT OF STAMPED HIGHWAY STATION
 MK1072'75+85.
 MK1072
 MK1072                          STATION RECOVERY (1995)
 MK1072
 MK1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1072'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 275 AND STATE
 MK1072'HIGHWAY 32 ON THE SOUTH SIDE OF WEST POINT, GO EAST ON HIGHWAY 32 FOR
 MK1072'1.25 MI (2.01 KM) TO THE MARK ON THE LEFT, ON THE NORTH RIGHT-OF-WAY
 MK1072'OF THE HIGHWAY, ACROSS THE ROAD FROM A FARMSTEAD, ABOUT 150 M (492.1
 MK1072'FT) NORTH FROM A LARGE METAL GARAGE BUILDING AND IN THE SW1/4, SEC36,
 MK1072'T23N, R6E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MK1072'PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS 180.0 FT (54.9
 MK1072'M) WEST FROM A TELEPHONE CABLE JUNCTION BOX, 160.0 FT (48.8 M) WEST
 MK1072'FROM THE EXTENDED CENTERLINE OF A DRIVE ON THE SOUTH SIDE OF THE
 MK1072'HIGHWAY, 79.0 FT (24.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 MK1072'1.5 FT (0.5 M) EAST FROM A WITNESS POST AND 1.0 FT (0.3 M) SOUTH FROM
 MK1072'THE NORTH RIGHT-OF-WAY FENCE.
 MK1072
 MK1072                          STATION RECOVERY (2000)
 MK1072
 MK1072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK1072'RECOVERED AS DESCRIBED.
 MK1072
 MK1072                          STATION RECOVERY (2021)
 MK1072
 MK1072'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MM)
 MK1072'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 275 AND NE. HIGHWAY 32 ON
 MK1072'THE SOUTH SIDE OF WEST POINT, NE., GO EAST ON NE. HIGHWAY 32 FOR
 MK1072'APPROXIMATELY 1.25 MI (2.01 KM) TO MILE POST 75.90 AND THE MARK ON THE
 MK1072'LEFT (NORTH) ACROSS THE ROAD FROM A FARMSTEAD.  THE MARK IS 180.0 FT
 MK1072'(54.9 M) WEST OF A TELEPHONE CABLE JUNCTION BOX, 160.0 FT (48.8 M)
 MK1072'WEST OF THE EXTENDED CENTERLINE OF A FARM DRIVE (SOUTH), 79.0 FT (24.1
 MK1072'M) NORTH OF THE CENTERLINE OF NE. HIGHWAY 32 AND 1.5 FT (0.5 M) EAST
 MK1072'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0451 ***********************************************************************
 LG0451  DESIGNATION -  J 14
 LG0451  PID         -  LG0451
 LG0451  STATE/COUNTY-  NE/SALINE
 LG0451  COUNTRY     -  US
 LG0451  USGS QUAD   -  FRIEND (2017)
 LG0451
 LG0451                         *CURRENT SURVEY CONTROL
 LG0451  ______________________________________________________________________
 LG0451* NAD 83(1986) POSITION- 40 39 01.     (N) 097 22 02.     (W)   SCALED
 LG0451* NAVD 88 ORTHO HEIGHT -   475.732 (meters)     1560.80  (feet) ADJUSTED
 LG0451  ______________________________________________________________________
 LG0451  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 LG0451  DYNAMIC HEIGHT  -        475.472 (meters)     1559.94  (feet) COMP
 LG0451  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 LG0451
 LG0451  VERT ORDER      -  FIRST     CLASS II
 LG0451
 LG0451.The horizontal coordinates were scaled from a map and have
 LG0451.an estimated accuracy of +/- 6 seconds.
 LG0451
 LG0451.The orthometric height was determined by differential leveling and
 LG0451.adjusted by the NATIONAL GEODETIC SURVEY
 LG0451.in June 1991.
 LG0451
 LG0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0451.GEOID18 height accuracy estimate available here.
 LG0451
 LG0451.Click photographs - Photos may exist for this station.
 LG0451
 LG0451.The dynamic height is computed by dividing the NAVD 88
 LG0451.geopotential number by the normal gravity value computed on the
 LG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0451.degrees latitude (g = 980.6199 gals.).
 LG0451
 LG0451.The modeled gravity was interpolated from observed gravity values.
 LG0451
 LG0451;                    North         East    Units  Estimated Accuracy
 LG0451;SPC NE       -    94,090.      722,590.      MT  (+/- 180 meters Scaled)
 LG0451
 LG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL380012(NAD 83)
 LG0451
 LG0451                          SUPERSEDED SURVEY CONTROL
 LG0451
 LG0451  NGVD 29 (??/??/92)  475.568  (m)         1560.26   (f) ADJ UNCH    1 2
 LG0451
 LG0451.Superseded values are not recommended for survey control.
 LG0451
 LG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0451.See file dsdata.pdf to determine how the superseded data were derived.
 LG0451
 LG0451_MARKER: DB = BENCH MARK DISK
 LG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0451_STAMPING: 1560.135 J 14 1933
 LG0451_MARK LOGO: CGS
 LG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0451+STABILITY: SURFACE MOTION
 LG0451
 LG0451  HISTORY     - Date     Condition        Report By
 LG0451  HISTORY     - 1933     MONUMENTED       CGS
 LG0451  HISTORY     - 1940     GOOD             CGS
 LG0451  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0451
 LG0451                          STATION DESCRIPTION
 LG0451
 LG0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0451'4.2 MI W FROM FRIEND.
 LG0451'4.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0451'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.4 MILE WEST OF
 LG0451'MILEPOST 101, 325 FEET EAST OF A DIRT-ROAD CROSSING, 72 FEET
 LG0451'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 67 FEET SOUTH OF THE
 LG0451'CENTERLINE OF THE TRACK, 9 FEET WEST OF A POLE, IN LINE WITH THE
 LG0451'ROW OF POLES, AND 3 FEET EAST OF A 4 X 4 INCH WHITE WOODEN
 LG0451'WITNESS POST.  A STANDARD DISK, STAMPED 1560.135 J 14 1933 AND
 LG0451'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0451'GROUND.
 LG0451
 LG0451                          STATION RECOVERY (1991)
 LG0451
 LG0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0451'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 LG0451'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0275 ***********************************************************************
 MK0275  DESIGNATION -  J 140
 MK0275  PID         -  MK0275
 MK0275  STATE/COUNTY-  NE/BURT
 MK0275  COUNTRY     -  US
 MK0275  USGS QUAD   -  LYONS (2017)
 MK0275
 MK0275                         *CURRENT SURVEY CONTROL
 MK0275  ______________________________________________________________________
 MK0275* NAD 83(1986) POSITION- 41 56 14.     (N) 096 27 18.     (W)   SCALED
 MK0275* NAVD 88 ORTHO HEIGHT -   419.037 (meters)     1374.79  (feet) ADJUSTED
 MK0275  ______________________________________________________________________
 MK0275  GEOID HEIGHT    -        -25.916 (meters)                     GEOID18
 MK0275  DYNAMIC HEIGHT  -        418.887 (meters)     1374.30  (feet) COMP
 MK0275  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 MK0275
 MK0275  VERT ORDER      -  SECOND    CLASS 0
 MK0275
 MK0275.The horizontal coordinates were scaled from a map and have
 MK0275.an estimated accuracy of +/- 6 seconds.
 MK0275
 MK0275.The orthometric height was determined by differential leveling and
 MK0275.adjusted by the NATIONAL GEODETIC SURVEY
 MK0275.in June 1991.
 MK0275
 MK0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0275.GEOID18 height accuracy estimate available here.
 MK0275
 MK0275.Click photographs - Photos may exist for this station.
 MK0275
 MK0275.The dynamic height is computed by dividing the NAVD 88
 MK0275.geopotential number by the normal gravity value computed on the
 MK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0275.degrees latitude (g = 980.6199 gals.).
 MK0275
 MK0275.The modeled gravity was interpolated from observed gravity values.
 MK0275
 MK0275;                    North         East    Units  Estimated Accuracy
 MK0275;SPC NE       -   239,610.      793,820.      MT  (+/- 180 meters Scaled)
 MK0275
 MK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM109459(NAD 83)
 MK0275
 MK0275                          SUPERSEDED SURVEY CONTROL
 MK0275
 MK0275  NGVD 29 (??/??/92)  418.892  (m)         1374.31   (f) ADJ UNCH    2 0
 MK0275
 MK0275.Superseded values are not recommended for survey control.
 MK0275
 MK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0275.See file dsdata.pdf to determine how the superseded data were derived.
 MK0275
 MK0275_MARKER: DB = BENCH MARK DISK
 MK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0275_STAMPING: J 140 1935
 MK0275_MARK LOGO: CGS
 MK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0275+STABILITY: SURFACE MOTION
 MK0275
 MK0275  HISTORY     - Date     Condition        Report By
 MK0275  HISTORY     - 1935     MONUMENTED       CGS
 MK0275  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0275  HISTORY     - 20160613 MARK NOT FOUND   NEGS
 MK0275
 MK0275                          STATION DESCRIPTION
 MK0275
 MK0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0275'0.7 MI E FROM LYONS.
 MK0275'0.7 MILE EAST ALONG STATE HIGHWAY 118 FROM THE CHICAGO, BURLINGTON
 MK0275'AND QUINCY RAILROAD STATION AT LYONS, BURT COUNTY, 0.4 MILE EAST
 MK0275'OF THE JUNCTION OF U.S. HIGHWAY 77, 330 FEET EAST OF A FARMHOUSE
 MK0275'OWNED IN 1935 BY MRS. ED. HOAR, 200 FEET WEST OF A FARMHOUSE
 MK0275'OWNED IN 1935 BY WILLIAM COLLIGAN, 37 FEET SOUTH OF THE
 MK0275'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET NORTH OF THE SOUTH RIGHT
 MK0275'OF WAY FENCE.  A STANDARD DISK, STAMPED J 140 1935 AND SET IN THE
 MK0275'TOP OF A CONCRETE POST.
 MK0275
 MK0275                          STATION RECOVERY (1965)
 MK0275
 MK0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0275'MARK NOT FOUND.
 MK0275
 MK0275                          STATION RECOVERY (2016)
 MK0275
 MK0275'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 MK0275'MARK NOT FOUND
 MK0275'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1186 ***********************************************************************
 MK1186  DESIGNATION -  J 141
 MK1186  PID         -  MK1186
 MK1186  STATE/COUNTY-  NE/STANTON
 MK1186  COUNTRY     -  US
 MK1186  USGS QUAD   -  MADISON NE (2017)
 MK1186
 MK1186                         *CURRENT SURVEY CONTROL
 MK1186  ______________________________________________________________________
 MK1186* NAD 83(1986) POSITION- 41 56 34.     (N) 097 15 08.     (W)   SCALED
 MK1186* NAVD 88 ORTHO HEIGHT -   450.310 (meters)     1477.39  (feet) ADJUSTED
 MK1186  ______________________________________________________________________
 MK1186  GEOID HEIGHT    -        -24.695 (meters)                     GEOID18
 MK1186  DYNAMIC HEIGHT  -        450.143 (meters)     1476.84  (feet) COMP
 MK1186  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 MK1186
 MK1186  VERT ORDER      -  SECOND    CLASS 0
 MK1186
 MK1186.The horizontal coordinates were scaled from a map and have
 MK1186.an estimated accuracy of +/- 6 seconds.
 MK1186
 MK1186.The orthometric height was determined by differential leveling and
 MK1186.adjusted by the NATIONAL GEODETIC SURVEY
 MK1186.in June 1991.
 MK1186
 MK1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1186.GEOID18 height accuracy estimate available here.
 MK1186
 MK1186.Click photographs - Photos may exist for this station.
 MK1186
 MK1186.The dynamic height is computed by dividing the NAVD 88
 MK1186.geopotential number by the normal gravity value computed on the
 MK1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1186.degrees latitude (g = 980.6199 gals.).
 MK1186
 MK1186.The modeled gravity was interpolated from observed gravity values.
 MK1186
 MK1186;                    North         East    Units  Estimated Accuracy
 MK1186;SPC NE       -   237,820.      727,750.      MT  (+/- 180 meters Scaled)
 MK1186
 MK1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM448449(NAD 83)
 MK1186
 MK1186                          SUPERSEDED SURVEY CONTROL
 MK1186
 MK1186  NGVD 29 (??/??/92)  450.142  (m)         1476.84   (f) ADJ UNCH    2 0
 MK1186
 MK1186.Superseded values are not recommended for survey control.
 MK1186
 MK1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1186.See file dsdata.pdf to determine how the superseded data were derived.
 MK1186
 MK1186_MARKER: DB = BENCH MARK DISK
 MK1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1186_STAMPING: J 141 1935
 MK1186_MARK LOGO: CGS
 MK1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1186+STABILITY: SURFACE MOTION
 MK1186
 MK1186  HISTORY     - Date     Condition        Report By
 MK1186  HISTORY     - 1935     MONUMENTED       CGS
 MK1186  HISTORY     - 1981     GOOD             LOCSUR
 MK1186
 MK1186                          STATION DESCRIPTION
 MK1186
 MK1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1186'1.6 MI W FROM STANTON.
 MK1186'1.6 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1186'RAILROAD BETWEEN PILGER AND NORFOLK, 89.0 FEET NORTH OF MILE
 MK1186'POST NO. 71, AND DIRECTLY OPPOSITE, 55.5 FEET NORTHEAST OF THE
 MK1186'NORTHEAST CORNER OF RAILROAD BRIDGE NO. 115, 44.0 FEET NORTH
 MK1186'OF THE NORTH RAIL.
 MK1186
 MK1186                          STATION RECOVERY (1981)
 MK1186
 MK1186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0082 ***********************************************************************
 LH0082  DESIGNATION -  J 15
 LH0082  PID         -  LH0082
 LH0082  STATE/COUNTY-  NE/CLAY
 LH0082  COUNTRY     -  US
 LH0082  USGS QUAD   -  HARVARD (2017)
 LH0082
 LH0082                         *CURRENT SURVEY CONTROL
 LH0082  ______________________________________________________________________
 LH0082* NAD 83(1986) POSITION- 40 36 34.     (N) 098 02 14.     (W)   SCALED
 LH0082* NAVD 88 ORTHO HEIGHT -   540.418 (meters)     1773.02  (feet) ADJUSTED
 LH0082  ______________________________________________________________________
 LH0082  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 LH0082  DYNAMIC HEIGHT  -        540.117 (meters)     1772.03  (feet) COMP
 LH0082  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 LH0082
 LH0082  VERT ORDER      -  FIRST     CLASS II
 LH0082
 LH0082.The horizontal coordinates were scaled from a map and have
 LH0082.an estimated accuracy of +/- 6 seconds.
 LH0082
 LH0082.The orthometric height was determined by differential leveling and
 LH0082.adjusted by the NATIONAL GEODETIC SURVEY
 LH0082.in June 1991.
 LH0082
 LH0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0082.GEOID18 height accuracy estimate available here.
 LH0082
 LH0082.Click photographs - Photos may exist for this station.
 LH0082
 LH0082.The dynamic height is computed by dividing the NAVD 88
 LH0082.geopotential number by the normal gravity value computed on the
 LH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0082.degrees latitude (g = 980.6199 gals.).
 LH0082
 LH0082.The modeled gravity was interpolated from observed gravity values.
 LH0082
 LH0082;                    North         East    Units  Estimated Accuracy
 LH0082;SPC NE       -    88,060.      666,060.      MT  (+/- 180 meters Scaled)
 LH0082
 LH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK814958(NAD 83)
 LH0082
 LH0082                          SUPERSEDED SURVEY CONTROL
 LH0082
 LH0082  NGVD 29 (??/??/92)  540.203  (m)         1772.32   (f) ADJ UNCH    1 2
 LH0082
 LH0082.Superseded values are not recommended for survey control.
 LH0082
 LH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0082.See file dsdata.pdf to determine how the superseded data were derived.
 LH0082
 LH0082_MARKER: DB = BENCH MARK DISK
 LH0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0082_SP_SET: UNDERPASS
 LH0082_STAMPING: 1772.339 J 15 1933
 LH0082_MARK LOGO: CGS
 LH0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0082
 LH0082  HISTORY     - Date     Condition        Report By
 LH0082  HISTORY     - 1933     MONUMENTED       CGS
 LH0082  HISTORY     - 1934     GOOD             CGS
 LH0082  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0082
 LH0082                          STATION DESCRIPTION
 LH0082
 LH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0082'3.2 MI E FROM HARVARD.
 LH0082'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0082'FROM THE STATION AT HARVARD, CLAY COUNTY, 1/2 MILE WEST OF
 LH0082'MILEPOST 137, 100 FEET WEST OF A SIGNAL TRANSFORMER, AT A CATTLE
 LH0082'UNDERPASS, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 LH0082'HEADWALL, AND 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 LH0082'STANDARD DISK, STAMPED 1772.339 J 15 1933.
 LH0082
 LH0082                          STATION RECOVERY (1991)
 LH0082
 LH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0082'THE DISK MAY STILL BE IN PLACE UNDER A WOODEN BEAM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0114 ***********************************************************************
 LJ0114  DESIGNATION -  J 159
 LJ0114  PID         -  LJ0114
 LJ0114  STATE/COUNTY-  NE/HITCHCOCK
 LJ0114  COUNTRY     -  US
 LJ0114  USGS QUAD   -  BEVERLY (2017)
 LJ0114
 LJ0114                         *CURRENT SURVEY CONTROL
 LJ0114  ______________________________________________________________________
 LJ0114* NAD 83(1986) POSITION- 40 15 57.     (N) 100 56 05.     (W)   SCALED
 LJ0114* NAVD 88 ORTHO HEIGHT -   809.280 (meters)     2655.11  (feet) ADJUSTED
 LJ0114  ______________________________________________________________________
 LJ0114  GEOID HEIGHT    -        -23.530 (meters)                     GEOID18
 LJ0114  DYNAMIC HEIGHT  -        808.743 (meters)     2653.35  (feet) COMP
 LJ0114  MODELED GRAVITY -    979,935.2   (mgal)                       NAVD 88
 LJ0114
 LJ0114  VERT ORDER      -  SECOND    CLASS 0
 LJ0114
 LJ0114.The horizontal coordinates were scaled from a map and have
 LJ0114.an estimated accuracy of +/- 6 seconds.
 LJ0114
 LJ0114.The orthometric height was determined by differential leveling and
 LJ0114.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0114.in June 1991.
 LJ0114
 LJ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0114.GEOID18 height accuracy estimate available here.
 LJ0114
 LJ0114.Click photographs - Photos may exist for this station.
 LJ0114
 LJ0114.The dynamic height is computed by dividing the NAVD 88
 LJ0114.geopotential number by the normal gravity value computed on the
 LJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0114.degrees latitude (g = 980.6199 gals.).
 LJ0114
 LJ0114.The modeled gravity was interpolated from observed gravity values.
 LJ0114
 LJ0114;                    North         East    Units  Estimated Accuracy
 LJ0114;SPC NE       -    48,450.      420,500.      MT  (+/- 180 meters Scaled)
 LJ0114
 LJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK354590(NAD 83)
 LJ0114
 LJ0114                          SUPERSEDED SURVEY CONTROL
 LJ0114
 LJ0114  NGVD 29 (??/??/92)  808.960  (m)         2654.06   (f) ADJ UNCH    2 0
 LJ0114
 LJ0114.Superseded values are not recommended for survey control.
 LJ0114
 LJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0114.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0114
 LJ0114_MARKER: DB = BENCH MARK DISK
 LJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0114_STAMPING: J 159 1934
 LJ0114_MARK LOGO: CGS
 LJ0114_PROJECTION: FLUSH
 LJ0114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0114+STABILITY: SURFACE MOTION
 LJ0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0114+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 LJ0114
 LJ0114  HISTORY     - Date     Condition        Report By
 LJ0114  HISTORY     - 1934     MONUMENTED       CGS
 LJ0114  HISTORY     - 19950425 POOR             NGS
 LJ0114
 LJ0114                          STATION DESCRIPTION
 LJ0114
 LJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0114'2.3 MI E FROM BEVERLY.
 LJ0114'2.3 MILES EAST OF RAILROAD STATION AT BEVERLY, ON CHICAGO,
 LJ0114'BURLINGTON AND QUINCY RAILROAD AT A CROSSING.  36 FEET NORTH
 LJ0114'CENTER LINE OF TRACKS, AND 45 FEET SOUTH CENTER LINE OF
 LJ0114'U.S. HIGHWAY 6.  24 FEET WEST OF CROSSING.  200 YARDS WEST
 LJ0114'OF RAILROAD BRIDGE 6.68.
 LJ0114
 LJ0114                          STATION RECOVERY (1995)
 LJ0114
 LJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0114'RECOVERED IN FAIR CONDITION, THE MONUMENT IS NOW CRACKED AND SOMEWHAT
 LJ0114'DETERIORATED, 2.3 MI (3.7 KM) EAST ALONG THE BURLINGTON NORTHERN
 LJ0114'RAILROAD FROM THE GRAIN ELEVATOR AT BEVERLY, ON ROAD RIGHT-OF-WAY, IN
 LJ0114'SEC33, T4N, R32W, ABOUT 600 FT (182.9 M) WEST OF BRIDGE 6.68 AND AT A
 LJ0114'ROAD CROSSING, 48.05 FT (14.65 M) SOUTH OF THE CENTERLINE OF
 LJ0114'U.S.HIGHWAY 6, 35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF THE TRACKS,
 LJ0114'32.5 FT (9.9 M) WEST OF THE CENTERLINE OF A DRIVE, 8.4 FT (2.6 M)
 LJ0114'SOUTHWEST OF A POWER POLE, 2.8 FT (0.9 M) EAST OF A WITNESS POST AND
 LJ0114'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0649 ***********************************************************************
 ML0649  DESIGNATION -  J 16
 ML0649  PID         -  ML0649
 ML0649  STATE/COUNTY-  NE/CUSTER
 ML0649  COUNTRY     -  US
 ML0649  USGS QUAD   -  MASON CITY SW (2017)
 ML0649
 ML0649                         *CURRENT SURVEY CONTROL
 ML0649  ______________________________________________________________________
 ML0649* NAD 83(1986) POSITION- 41 04 31.     (N) 099 23 52.     (W)   SCALED
 ML0649* NAVD 88 ORTHO HEIGHT -   701.649 (meters)     2301.99  (feet) ADJUSTED
 ML0649  ______________________________________________________________________
 ML0649  GEOID HEIGHT    -        -23.620 (meters)                     GEOID18
 ML0649  DYNAMIC HEIGHT  -        701.264 (meters)     2300.73  (feet) COMP
 ML0649  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 ML0649
 ML0649  VERT ORDER      -  FIRST     CLASS II
 ML0649
 ML0649.The horizontal coordinates were scaled from a map and have
 ML0649.an estimated accuracy of +/- 6 seconds.
 ML0649
 ML0649.The orthometric height was determined by differential leveling and
 ML0649.adjusted by the NATIONAL GEODETIC SURVEY
 ML0649.in June 1991.
 ML0649
 ML0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0649.GEOID18 height accuracy estimate available here.
 ML0649
 ML0649.Click photographs - Photos may exist for this station.
 ML0649
 ML0649.The dynamic height is computed by dividing the NAVD 88
 ML0649.geopotential number by the normal gravity value computed on the
 ML0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0649.degrees latitude (g = 980.6199 gals.).
 ML0649
 ML0649.The modeled gravity was interpolated from observed gravity values.
 ML0649
 ML0649;                    North         East    Units  Estimated Accuracy
 ML0649;SPC NE       -   138,060.      550,590.      MT  (+/- 180 meters Scaled)
 ML0649
 ML0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML665471(NAD 83)
 ML0649
 ML0649                          SUPERSEDED SURVEY CONTROL
 ML0649
 ML0649  NGVD 29 (??/??/92)  701.403  (m)         2301.19   (f) ADJ UNCH    1 2
 ML0649
 ML0649.Superseded values are not recommended for survey control.
 ML0649
 ML0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0649.See file dsdata.pdf to determine how the superseded data were derived.
 ML0649
 ML0649_MARKER: DB = BENCH MARK DISK
 ML0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0649_STAMPING: J 16 1933
 ML0649_MARK LOGO: CGS
 ML0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0649+STABILITY: SURFACE MOTION
 ML0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0649+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 ML0649
 ML0649  HISTORY     - Date     Condition        Report By
 ML0649  HISTORY     - 1933     MONUMENTED       CGS
 ML0649  HISTORY     - 1968     GOOD             CGS
 ML0649  HISTORY     - 19950605 GOOD             NGS
 ML0649  HISTORY     - 20190404 GOOD             NEGS
 ML0649
 ML0649                          STATION DESCRIPTION
 ML0649
 ML0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0649'16 MI S FROM ANSLEY.
 ML0649'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 ML0649'HIGHWAY 40 AT MILLER, GO SOUTH ON U.S. HIGHWAY 183 FOR 9.05
 ML0649'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST AND
 ML0649'NORTH ON OLD U.S. HIGHWAY 183 FOR 2.6 MILES TO THE OLD SCHOOL
 ML0649'SITE AND THE MARK ON THE RIGHT.  IT IS 4 FEET WEST OF A
 ML0649'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  NOTE-- THE
 ML0649'OLD SCHOOLHOUSE IS GONE, BUT THE TIES REMAIN THE SAME.
 ML0649
 ML0649                          STATION RECOVERY (1995)
 ML0649
 ML0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0649'MARK RECOVERED IN GOOD CONDITION.  NOTE-FROM THE JUNCTION OF US
 ML0649'HIGHWAY 183 AND HIGHWAY 40 AT MILLER, GO NORTH ON HIGHWAY 183 FOR 8.35
 ML0649'MILES (13.44 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST AND
 ML0649'NORTH ON HIGHWAY 183 FOR 2.35 MILES (3.78 KM) TO THE OLD SCHOOL AND
 ML0649'THE MARK IS ON THE RIGHT.
 ML0649
 ML0649                          STATION RECOVERY (2019)
 ML0649
 ML0649'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0649'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 40 AND U.S. HIGHWAY
 ML0649'183 IN MILLER, NE, GO NORTH APPROXIMATELY 8.26 MI (13.29 KM) TO 385TH
 ML0649'COUNTY ROAD.  TURN LEFT (WEST) ONTO COUNTY ROAD AND GO WEST, NORTHWEST
 ML0649'AND THEN NORTH APPROXIMATELY 2.78 MI (4.47 KM) TO MARK ON THE RIGHT
 ML0649'(EAST).
 ML0649'
 ML0649'THERE ARE COTTONWOOD TREES APPROXIMATELY 20 FT (6.1 M) SOUTH OF THE
 ML0649'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0261 ***********************************************************************
 LJ0261  DESIGNATION -  J 160
 LJ0261  PID         -  LJ0261
 LJ0261  STATE/COUNTY-  NE/PERKINS
 LJ0261  COUNTRY     -  US
 LJ0261  USGS QUAD   -  GRANT (2017)
 LJ0261
 LJ0261                         *CURRENT SURVEY CONTROL
 LJ0261  ______________________________________________________________________
 LJ0261* NAD 83(1986) POSITION- 40 50 31.6    (N) 101 43 31.3    (W)   HD_HELD2
 LJ0261* NAVD 88 ORTHO HEIGHT -  1042.276 (meters)     3419.53  (feet) ADJUSTED
 LJ0261  ______________________________________________________________________
 LJ0261  GEOID HEIGHT    -        -21.464 (meters)                     GEOID18
 LJ0261  DYNAMIC HEIGHT  -       1041.589 (meters)     3417.28  (feet) COMP
 LJ0261  MODELED GRAVITY -    979,929.3   (mgal)                       NAVD 88
 LJ0261
 LJ0261  VERT ORDER      -  SECOND    CLASS 0
 LJ0261
 LJ0261.The horizontal coordinates were established by autonomous hand held GPS
 LJ0261.observations and have an estimated accuracy of +/- 10 meters.
 LJ0261
 LJ0261.The orthometric height was determined by differential leveling and
 LJ0261.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0261.in June 1991.
 LJ0261
 LJ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0261.GEOID18 height accuracy estimate available here.
 LJ0261
 LJ0261.Click photographs - Photos may exist for this station.
 LJ0261
 LJ0261.The dynamic height is computed by dividing the NAVD 88
 LJ0261.geopotential number by the normal gravity value computed on the
 LJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0261.degrees latitude (g = 980.6199 gals.).
 LJ0261
 LJ0261.The modeled gravity was interpolated from observed gravity values.
 LJ0261
 LJ0261;                    North         East    Units  Estimated Accuracy
 LJ0261;SPC NE       -   113,453.      354,540.      MT  (+/- 10 meters HH2 GPS)
 LJ0261
 LJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7023424805(NAD 83)
 LJ0261
 LJ0261                          SUPERSEDED SURVEY CONTROL
 LJ0261
 LJ0261  NGVD 29 (??/??/92) 1041.854  (m)         3418.15   (f) ADJ UNCH    2 0
 LJ0261
 LJ0261.Superseded values are not recommended for survey control.
 LJ0261
 LJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0261.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0261
 LJ0261_MARKER: DB = BENCH MARK DISK
 LJ0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0261_SP_SET: BUILDING WALL
 LJ0261_STAMPING: J 160 1934
 LJ0261_MARK LOGO: CGS
 LJ0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0261+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2022
 LJ0261
 LJ0261  HISTORY     - Date     Condition        Report By
 LJ0261  HISTORY     - 1934     MONUMENTED       CGS
 LJ0261  HISTORY     - 1941     GOOD             CGS
 LJ0261  HISTORY     - 20220212 GOOD             WSRR
 LJ0261
 LJ0261                          STATION DESCRIPTION
 LJ0261
 LJ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0261'AT GRANT.
 LJ0261'AT GRANT, 100 FEET WEST OF THE POST OFFICE, AT THE FARMERS
 LJ0261'STATE BANK BRICK BUILDING, IN THE FACE OF THE EAST FRONT WALL
 LJ0261'AT THE NORTH END, AND ABOUT 4 FEET ABOVE GROUND.  A STANDARD
 LJ0261'DISK, STAMPED J 160 1934 AND SET VERTICALLY.
 LJ0261
 LJ0261                          STATION RECOVERY (2022)
 LJ0261
 LJ0261'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 LJ0261'STATION RECOVERED.  AT THE INTERSECTION OF CENTRAL AVENUE AND THIRD ST
 LJ0261'IN DOWNTOWN GRANT.  STATION IS IN THE NORTHWEST QUADRANT OF THE
 LJ0261'INTERSECTION, IN THE NORTH END OF THE EAST FACE OF THE BRICK BUILDING.
 LJ0261'MARK IS ABOUT 16.5 FT (5.0 M) WEST OF WEST CURB OF CENTRAL AVENUE AND
 LJ0261'31.5 FT (9.6 M) NORTH OF NORTH CURB OF THIRD ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0248 ***********************************************************************
 LJ0248  DESIGNATION -  J 162
 LJ0248  PID         -  LJ0248
 LJ0248  STATE/COUNTY-  NE/DUNDY
 LJ0248  COUNTRY     -  US
 LJ0248  USGS QUAD   -  BENKELMAN (2017)
 LJ0248
 LJ0248                         *CURRENT SURVEY CONTROL
 LJ0248  ______________________________________________________________________
 LJ0248* NAD 83(1986) POSITION- 40 06 17.     (N) 101 30 44.     (W)   SCALED
 LJ0248* NAVD 88 ORTHO HEIGHT -   948.778 (meters)     3112.78  (feet) ADJUSTED
 LJ0248  ______________________________________________________________________
 LJ0248  GEOID HEIGHT    -        -23.162 (meters)                     GEOID18
 LJ0248  DYNAMIC HEIGHT  -        948.105 (meters)     3110.57  (feet) COMP
 LJ0248  MODELED GRAVITY -    979,884.3   (mgal)                       NAVD 88
 LJ0248
 LJ0248  VERT ORDER      -  SECOND    CLASS 0
 LJ0248
 LJ0248.The horizontal coordinates were scaled from a map and have
 LJ0248.an estimated accuracy of +/- 6 seconds.
 LJ0248
 LJ0248.The orthometric height was determined by differential leveling and
 LJ0248.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0248.in June 1991.
 LJ0248
 LJ0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0248.GEOID18 height accuracy estimate available here.
 LJ0248
 LJ0248.Click photographs - Photos may exist for this station.
 LJ0248
 LJ0248.The dynamic height is computed by dividing the NAVD 88
 LJ0248.geopotential number by the normal gravity value computed on the
 LJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0248.degrees latitude (g = 980.6199 gals.).
 LJ0248
 LJ0248.The modeled gravity was interpolated from observed gravity values.
 LJ0248
 LJ0248;                    North         East    Units  Estimated Accuracy
 LJ0248;SPC NE       -    31,260.      371,080.      MT  (+/- 180 meters Scaled)
 LJ0248
 LJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK858424(NAD 83)
 LJ0248
 LJ0248                          SUPERSEDED SURVEY CONTROL
 LJ0248
 LJ0248  NGVD 29 (??/??/92)  948.424  (m)         3111.62   (f) ADJ UNCH    2 0
 LJ0248
 LJ0248.Superseded values are not recommended for survey control.
 LJ0248
 LJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0248.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0248
 LJ0248_MARKER: DB = BENCH MARK DISK
 LJ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0248_STAMPING: J 162 1934
 LJ0248_MARK LOGO: CGS
 LJ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0248+STABILITY: SURFACE MOTION
 LJ0248
 LJ0248  HISTORY     - Date     Condition        Report By
 LJ0248  HISTORY     - 1934     MONUMENTED       CGS
 LJ0248  HISTORY     - 1949     GOOD             CGS
 LJ0248  HISTORY     - 1959     POOR             USGS
 LJ0248
 LJ0248                          STATION DESCRIPTION
 LJ0248
 LJ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LJ0248'4.4 MI NE FROM BENKELMAN.
 LJ0248'4.4 MILES NORTHEAST ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0248'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, NEAR
 LJ0248'CORNER SECTIONS 28, 29, 32, 33 T 2 N, R 37 W, 18 FEET NORTH
 LJ0248'OF THE CENTERLINE OF A CROSS ROAD, AND 54 FEET EAST OF THE
 LJ0248'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 162
 LJ0248'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0248
 LJ0248                          STATION RECOVERY (1959)
 LJ0248
 LJ0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0248'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0624 ***********************************************************************
 LG0624  DESIGNATION -  J 163
 LG0624  PID         -  LG0624
 LG0624  STATE/COUNTY-  NE/NUCKOLLS
 LG0624  COUNTRY     -  US
 LG0624  USGS QUAD   -  OAK (2017)
 LG0624
 LG0624                         *CURRENT SURVEY CONTROL
 LG0624  ______________________________________________________________________
 LG0624* NAD 83(1986) POSITION- 40 14 18.5    (N) 097 54 20.2    (W)   HD_HELD2
 LG0624* NAVD 88 ORTHO HEIGHT -   485.562 (meters)     1593.05  (feet) ADJUSTED
 LG0624  ______________________________________________________________________
 LG0624  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 LG0624  DYNAMIC HEIGHT  -        485.281 (meters)     1592.13  (feet) COMP
 LG0624  MODELED GRAVITY -    980,031.5   (mgal)                       NAVD 88
 LG0624
 LG0624  VERT ORDER      -  SECOND    CLASS 0
 LG0624
 LG0624.The horizontal coordinates were established by autonomous hand held GPS
 LG0624.observations and have an estimated accuracy of +/- 10 meters.
 LG0624
 LG0624.The orthometric height was determined by differential leveling and
 LG0624.adjusted by the NATIONAL GEODETIC SURVEY
 LG0624.in June 1991.
 LG0624
 LG0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0624.GEOID18 height accuracy estimate available here.
 LG0624
 LG0624.Click photographs - Photos may exist for this station.
 LG0624
 LG0624.The dynamic height is computed by dividing the NAVD 88
 LG0624.geopotential number by the normal gravity value computed on the
 LG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0624.degrees latitude (g = 980.6199 gals.).
 LG0624
 LG0624.The modeled gravity was interpolated from observed gravity values.
 LG0624
 LG0624;                    North         East    Units  Estimated Accuracy
 LG0624;SPC NE       -    47,142.      678,189.      MT  (+/- 10 meters HH2 GPS)
 LG0624
 LG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9309154800(NAD 83)
 LG0624
 LG0624                          SUPERSEDED SURVEY CONTROL
 LG0624
 LG0624  NGVD 29 (??/??/92)  485.382  (m)         1592.46   (f) ADJ UNCH    2 0
 LG0624
 LG0624.Superseded values are not recommended for survey control.
 LG0624
 LG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0624.See file dsdata.pdf to determine how the superseded data were derived.
 LG0624
 LG0624_MARKER: DB = BENCH MARK DISK
 LG0624_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0624+WITH SETTING: PAVEMENT
 LG0624_SP_SET: BLOCK
 LG0624_STAMPING: J 163 1934
 LG0624_MARK LOGO: CGS
 LG0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0624+STABILITY: SURFACE MOTION
 LG0624
 LG0624  HISTORY     - Date     Condition        Report By
 LG0624  HISTORY     - 1934     MONUMENTED       CGS
 LG0624
 LG0624                          STATION DESCRIPTION
 LG0624
 LG0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0624'AT OAK.
 LG0624'AT OAK, NUCKOLLS COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 LG0624'NORTH OF THE STATION, 10 FEET SOUTH OF A HAND-CAR HOUSE, 20 FEET
 LG0624'EAST OF THE CENTER LINE OF THE TRACK, AND IN A LARGE CONCRETE
 LG0624'BLOCK.  A STANDARD DISK, STAMPED J 163 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0708 ***********************************************************************
 LH0708  DESIGNATION -  J 164
 LH0708  PID         -  LH0708
 LH0708  STATE/COUNTY-  NE/PHELPS
 LH0708  COUNTRY     -  US
 LH0708  USGS QUAD   -  LOOMIS (2017)
 LH0708
 LH0708                         *CURRENT SURVEY CONTROL
 LH0708  ______________________________________________________________________
 LH0708* NAD 83(1986) POSITION- 40 28 43.     (N) 099 30 20.     (W)   SCALED
 LH0708* NAVD 88 ORTHO HEIGHT -   739.639 (meters)     2426.63  (feet) ADJUSTED
 LH0708  ______________________________________________________________________
 LH0708  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 LH0708  DYNAMIC HEIGHT  -        739.180 (meters)     2425.13  (feet) COMP
 LH0708  MODELED GRAVITY -    979,980.0   (mgal)                       NAVD 88
 LH0708
 LH0708  VERT ORDER      -  SECOND    CLASS 0
 LH0708
 LH0708.The horizontal coordinates were scaled from a map and have
 LH0708.an estimated accuracy of +/- 6 seconds.
 LH0708
 LH0708.The orthometric height was determined by differential leveling and
 LH0708.adjusted by the NATIONAL GEODETIC SURVEY
 LH0708.in June 1991.
 LH0708
 LH0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0708.GEOID18 height accuracy estimate available here.
 LH0708
 LH0708.Click photographs - Photos may exist for this station.
 LH0708
 LH0708.The dynamic height is computed by dividing the NAVD 88
 LH0708.geopotential number by the normal gravity value computed on the
 LH0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0708.degrees latitude (g = 980.6199 gals.).
 LH0708
 LH0708.The modeled gravity was interpolated from observed gravity values.
 LH0708
 LH0708;                    North         East    Units  Estimated Accuracy
 LH0708;SPC NE       -    71,770.      541,920.      MT  (+/- 180 meters Scaled)
 LH0708
 LH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK571810(NAD 83)
 LH0708
 LH0708                          SUPERSEDED SURVEY CONTROL
 LH0708
 LH0708  NGVD 29 (??/??/92)  739.353  (m)         2425.69   (f) ADJ UNCH    2 0
 LH0708
 LH0708.Superseded values are not recommended for survey control.
 LH0708
 LH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0708.See file dsdata.pdf to determine how the superseded data were derived.
 LH0708
 LH0708_MARKER: DB = BENCH MARK DISK
 LH0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0708_STAMPING: H 164 1934
 LH0708_MARK LOGO: CGS
 LH0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0708+STABILITY: SURFACE MOTION
 LH0708
 LH0708  HISTORY     - Date     Condition        Report By
 LH0708  HISTORY     - 1934     MONUMENTED       CGS
 LH0708  HISTORY     - 1941     GOOD             CGS
 LH0708  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0708
 LH0708                          STATION DESCRIPTION
 LH0708
 LH0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0708'AT LOOMIS.
 LH0708'AT LOOMIS, PHELPS COUNTY, 100 FEET SOUTH AND 55 FEET WEST OF THE
 LH0708'SOUTHWEST CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0708'STATION, ON STATE HIGHWAY 23, AT A SOUTH-AND-WEST TURN, AT A
 LH0708'CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, AND 12 FEET
 LH0708'NORTH OF A LUMBERYARD WALL.  A STANDARD DISK, STAMPED H 164 1934
 LH0708'AND SET IN THE TOP OF A CONCRETE POST.
 LH0708
 LH0708                          STATION RECOVERY (1968)
 LH0708
 LH0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0014 ***********************************************************************
 LJ0014  DESIGNATION -  J 165
 LJ0014  PID         -  LJ0014
 LJ0014  STATE/COUNTY-  NE/FRONTIER
 LJ0014  COUNTRY     -  US
 LJ0014  USGS QUAD   -  MOOREFIELD (2017)
 LJ0014
 LJ0014                         *CURRENT SURVEY CONTROL
 LJ0014  ______________________________________________________________________
 LJ0014* NAD 83(1986) POSITION- 40 37 38.     (N) 100 29 07.     (W)   SCALED
 LJ0014* NAVD 88 ORTHO HEIGHT -   773.930 (meters)     2539.14  (feet) ADJUSTED
 LJ0014  ______________________________________________________________________
 LJ0014  GEOID HEIGHT    -        -23.292 (meters)                     GEOID18
 LJ0014  DYNAMIC HEIGHT  -        773.443 (meters)     2537.54  (feet) COMP
 LJ0014  MODELED GRAVITY -    979,970.1   (mgal)                       NAVD 88
 LJ0014
 LJ0014  VERT ORDER      -  SECOND    CLASS 0
 LJ0014
 LJ0014.The horizontal coordinates were scaled from a map and have
 LJ0014.an estimated accuracy of +/- 6 seconds.
 LJ0014
 LJ0014.The orthometric height was determined by differential leveling and
 LJ0014.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0014.in June 1991.
 LJ0014
 LJ0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0014.GEOID18 height accuracy estimate available here.
 LJ0014
 LJ0014.Click photographs - Photos may exist for this station.
 LJ0014
 LJ0014.The dynamic height is computed by dividing the NAVD 88
 LJ0014.geopotential number by the normal gravity value computed on the
 LJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0014.degrees latitude (g = 980.6199 gals.).
 LJ0014
 LJ0014.The modeled gravity was interpolated from observed gravity values.
 LJ0014
 LJ0014;                    North         East    Units  Estimated Accuracy
 LJ0014;SPC NE       -    88,260.      458,950.      MT  (+/- 180 meters Scaled)
 LJ0014
 LJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK743984(NAD 83)
 LJ0014
 LJ0014                          SUPERSEDED SURVEY CONTROL
 LJ0014
 LJ0014  NGVD 29 (??/??/92)  773.586  (m)         2538.01   (f) ADJ UNCH    2 0
 LJ0014
 LJ0014.Superseded values are not recommended for survey control.
 LJ0014
 LJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0014.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0014
 LJ0014_MARKER: DB = BENCH MARK DISK
 LJ0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0014_STAMPING: J 165 1934
 LJ0014_MARK LOGO: CGS
 LJ0014_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0014
 LJ0014  HISTORY     - Date     Condition        Report By
 LJ0014  HISTORY     - 1934     MONUMENTED       CGS
 LJ0014  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0014
 LJ0014                          STATION DESCRIPTION
 LJ0014
 LJ0014'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0014'1.6 MI E FROM CURTIS.
 LJ0014'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0014'FROM THE STATION AT CURTIS, FRONTIER COUNTY, ABOUT 1/4 MILE
 LJ0014'WEST OF A BRIDGE, AT THE FOOT OF A STEEP CLIFF, AND 45 FEET
 LJ0014'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LJ0014'J 165 1934 AND SET IN THE TOP OF AN IRON PIPE FILLED WITH
 LJ0014'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0747 ***********************************************************************
 LH0747  DESIGNATION -  J 166 RESET
 LH0747  PID         -  LH0747
 LH0747  STATE/COUNTY-  NE/HARLAN
 LH0747  COUNTRY     -  US
 LH0747  USGS QUAD   -  STAMFORD (2017)
 LH0747
 LH0747                         *CURRENT SURVEY CONTROL
 LH0747  ______________________________________________________________________
 LH0747* NAD 83(1986) POSITION- 40 14 11.     (N) 099 36 06.     (W)   SCALED
 LH0747* NAVD 88 ORTHO HEIGHT -   625.23  (meters)     2051.3   (feet) RESET
 LH0747  ______________________________________________________________________
 LH0747  GEOID HEIGHT    -        -24.799 (meters)                     GEOID18
 LH0747  VERT ORDER      -  THIRD
 LH0747
 LH0747.The horizontal coordinates were scaled from a map and have
 LH0747.an estimated accuracy of +/- 6 seconds.
 LH0747
 LH0747.The orthometric height was computed from unverified reset data.
 LH0747
 LH0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0747.GEOID18 height accuracy estimate available here.
 LH0747
 LH0747.Click photographs - Photos may exist for this station.
 LH0747
 LH0747;                    North         East    Units  Estimated Accuracy
 LH0747;SPC NE       -    44,830.      533,890.      MT  (+/- 180 meters Scaled)
 LH0747
 LH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK488541(NAD 83)
 LH0747
 LH0747                          SUPERSEDED SURVEY CONTROL
 LH0747
 LH0747  NGVD 29 (??/??/??)  624.97   (m)         2050.4    (f) RESET       3  
 LH0747
 LH0747.Superseded values are not recommended for survey control.
 LH0747
 LH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0747.See file dsdata.pdf to determine how the superseded data were derived.
 LH0747
 LH0747_MARKER: DB = BENCH MARK DISK
 LH0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0747_STAMPING: J 166 RESET 1941
 LH0747_MARK LOGO: CGS
 LH0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0747+STABILITY: SURFACE MOTION
 LH0747
 LH0747  HISTORY     - Date     Condition        Report By
 LH0747  HISTORY     - 1941     MONUMENTED       CGS
 LH0747  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0747
 LH0747                          STATION DESCRIPTION
 LH0747
 LH0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0747'1.6 MI SE FROM OXFORD.
 LH0747'IN HARLAN COUNTY, 1.6 MILES SOUTHEAST ALONG THE CHICAGO,
 LH0747'BURLINGTON AND QUINCY RAILROAD FROM THE STATE HIGHWAY 3 UNDERPASS
 LH0747'AT OXFORD, FURNAS COUNTY, 306 FEET SOUTHEAST OF MILEPOST 232,
 LH0747'SOUTHEAST OF A CULVERT UNDER THE TRACK, 23 FEET NORTHEAST OF THE
 LH0747'CENTER LINE OF THE TRACK, AND OPPOSITE A BRIDGE ON STATE
 LH0747'HIGHWAY 3.  A STANDARD DISK, STAMPED J 166 RESET 1941 AND SET
 LH0747'IN THE TOP OF A CONCRETE POST.
 LH0747
 LH0747                          STATION RECOVERY (1957)
 LH0747
 LH0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0747'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0696 ***********************************************************************
 LH0696  DESIGNATION -  J 167
 LH0696  PID         -  LH0696
 LH0696  STATE/COUNTY-  NE/FRANKLIN
 LH0696  COUNTRY     -  US
 LH0696  USGS QUAD   -  BLOOMINGTON (2017)
 LH0696
 LH0696                         *CURRENT SURVEY CONTROL
 LH0696  ______________________________________________________________________
 LH0696* NAD 83(1986) POSITION- 40 05 11.     (N) 099 00 54.     (W)   SCALED
 LH0696* NAVD 88 ORTHO HEIGHT -   562.467 (meters)     1845.36  (feet) ADJUSTED
 LH0696  ______________________________________________________________________
 LH0696  GEOID HEIGHT    -        -25.679 (meters)                     GEOID18
 LH0696  DYNAMIC HEIGHT  -        562.113 (meters)     1844.20  (feet) COMP
 LH0696  MODELED GRAVITY -    979,979.4   (mgal)                       NAVD 88
 LH0696
 LH0696  VERT ORDER      -  SECOND    CLASS 0
 LH0696
 LH0696.The horizontal coordinates were scaled from a map and have
 LH0696.an estimated accuracy of +/- 6 seconds.
 LH0696
 LH0696.The orthometric height was determined by differential leveling and
 LH0696.adjusted by the NATIONAL GEODETIC SURVEY
 LH0696.in June 1991.
 LH0696
 LH0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0696.GEOID18 height accuracy estimate available here.
 LH0696
 LH0696.Click photographs - Photos may exist for this station.
 LH0696
 LH0696.The dynamic height is computed by dividing the NAVD 88
 LH0696.geopotential number by the normal gravity value computed on the
 LH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0696.degrees latitude (g = 980.6199 gals.).
 LH0696
 LH0696.The modeled gravity was interpolated from observed gravity values.
 LH0696
 LH0696;                    North         East    Units  Estimated Accuracy
 LH0696;SPC NE       -    28,580.      584,000.      MT  (+/- 180 meters Scaled)
 LH0696
 LH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK987373(NAD 83)
 LH0696
 LH0696                          SUPERSEDED SURVEY CONTROL
 LH0696
 LH0696  NGVD 29 (??/??/92)  562.223  (m)         1844.56   (f) ADJ UNCH    2 0
 LH0696
 LH0696.Superseded values are not recommended for survey control.
 LH0696
 LH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0696.See file dsdata.pdf to determine how the superseded data were derived.
 LH0696
 LH0696_MARKER: DB = BENCH MARK DISK
 LH0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0696_SP_SET: PIER
 LH0696_STAMPING: J 167 1934
 LH0696_MARK LOGO: CGS
 LH0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0696
 LH0696  HISTORY     - Date     Condition        Report By
 LH0696  HISTORY     - 1934     MONUMENTED       CGS
 LH0696
 LH0696                          STATION DESCRIPTION
 LH0696
 LH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0696'3.3 MI W FROM FRANKLIN.
 LH0696'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0696'FROM THE STATION AT FRANKLIN, FRANKLIN COUNTY, AT MILEPOST 222,
 LH0696'AT THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, AND IN THE TOP
 LH0696'OF THE CONCRETE PIER.  A STANDARD DISK, STAMPED J 167 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0356 ***********************************************************************
 LH0356  DESIGNATION -  J 169 RESET
 LH0356  PID         -  LH0356
 LH0356  STATE/COUNTY-  NE/FRANKLIN
 LH0356  COUNTRY     -  US
 LH0356  USGS QUAD   -  UPLAND (2017)
 LH0356
 LH0356                         *CURRENT SURVEY CONTROL
 LH0356  ______________________________________________________________________
 LH0356* NAD 83(1986) POSITION- 40 18 47.     (N) 098 57 09.     (W)   SCALED
 LH0356* NAVD 88 ORTHO HEIGHT -   643.80  (meters)     2112.2   (feet) RESET
 LH0356  ______________________________________________________________________
 LH0356  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 LH0356  VERT ORDER      -  THIRD
 LH0356
 LH0356.The horizontal coordinates were scaled from a map and have
 LH0356.an estimated accuracy of +/- 6 seconds.
 LH0356
 LH0356.The orthometric height was computed from unverified reset data.
 LH0356
 LH0356.No vertical observational check was made to the station.
 LH0356
 LH0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0356.GEOID18 height accuracy estimate available here.
 LH0356
 LH0356.Click photographs - Photos may exist for this station.
 LH0356
 LH0356;                    North         East    Units  Estimated Accuracy
 LH0356;SPC NE       -    53,800.      589,030.      MT  (+/- 180 meters Scaled)
 LH0356
 LH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040625(NAD 83)
 LH0356
 LH0356                          SUPERSEDED SURVEY CONTROL
 LH0356
 LH0356  NGVD 29 (??/??/??)  643.54   (m)         2111.3    (f) RESET       3  
 LH0356
 LH0356.Superseded values are not recommended for survey control.
 LH0356
 LH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0356.See file dsdata.pdf to determine how the superseded data were derived.
 LH0356
 LH0356_MARKER: DB = BENCH MARK DISK
 LH0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0356_STAMPING: J 169 1934 RESET 1958
 LH0356_MARK LOGO: CGS
 LH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0356+STABILITY: SURFACE MOTION
 LH0356
 LH0356  HISTORY     - Date     Condition        Report By
 LH0356  HISTORY     - 1958     MONUMENTED       CGS
 LH0356
 LH0356                          STATION DESCRIPTION
 LH0356
 LH0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0356'12.6 MI S FROM MINDEN.
 LH0356'IN FRANKLIN COUNTY, 12.6 MILES SOUTH ALONG STATE HIGHWAY 10
 LH0356'FROM THE KEARNEY COUNTY COURTHOUSE AT MINDEN, 1.4 MILES NORTH OF
 LH0356'THE JUNCTION OF STATE HIGHWAYS 4 AND 10, ABOUT 270 FEET SOUTH
 LH0356'OF A METAL CULVERT WITH CONCRETE HEADWALLS, 66 FEET WEST OF THE
 LH0356'CENTER OF STATE HIGHWAY 10, AND 1 FOOT EAST OF A FENCE.  THE
 LH0356'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED J 169 1934
 LH0356'RESET 1958.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0563 ***********************************************************************
 ML0563  DESIGNATION -  J 17
 ML0563  PID         -  ML0563
 ML0563  STATE/COUNTY-  NE/CUSTER
 ML0563  COUNTRY     -  US
 ML0563  USGS QUAD   -  SARGENT EAST (2017)
 ML0563
 ML0563                         *CURRENT SURVEY CONTROL
 ML0563  ______________________________________________________________________
 ML0563* NAD 83(1986) POSITION- 41 40 11.     (N) 099 21 57.     (W)   SCALED
 ML0563* NAVD 88 ORTHO HEIGHT -   716.458 (meters)     2350.58  (feet) ADJUSTED
 ML0563  ______________________________________________________________________
 ML0563  GEOID HEIGHT    -        -23.118 (meters)                     GEOID18
 ML0563  DYNAMIC HEIGHT  -        716.104 (meters)     2349.42  (feet) COMP
 ML0563  MODELED GRAVITY -    980,105.3   (mgal)                       NAVD 88
 ML0563
 ML0563  VERT ORDER      -  FIRST     CLASS II
 ML0563
 ML0563.The horizontal coordinates were scaled from a map and have
 ML0563.an estimated accuracy of +/- 6 seconds.
 ML0563
 ML0563.The orthometric height was determined by differential leveling and
 ML0563.adjusted by the NATIONAL GEODETIC SURVEY
 ML0563.in June 1991.
 ML0563
 ML0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0563.GEOID18 height accuracy estimate available here.
 ML0563
 ML0563.Click photographs - Photos may exist for this station.
 ML0563
 ML0563.The dynamic height is computed by dividing the NAVD 88
 ML0563.geopotential number by the normal gravity value computed on the
 ML0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0563.degrees latitude (g = 980.6199 gals.).
 ML0563
 ML0563.The modeled gravity was interpolated from observed gravity values.
 ML0563
 ML0563;                    North         East    Units  Estimated Accuracy
 ML0563;SPC NE       -   204,080.      552,790.      MT  (+/- 180 meters Scaled)
 ML0563
 ML0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM695131(NAD 83)
 ML0563
 ML0563                          SUPERSEDED SURVEY CONTROL
 ML0563
 ML0563  NGVD 29 (??/??/92)  716.202  (m)         2349.74   (f) ADJ UNCH    1 2
 ML0563
 ML0563.Superseded values are not recommended for survey control.
 ML0563
 ML0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0563.See file dsdata.pdf to determine how the superseded data were derived.
 ML0563
 ML0563_MARKER: DB = BENCH MARK DISK
 ML0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0563_STAMPING: J 17 1933
 ML0563_MARK LOGO: CGS
 ML0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0563+STABILITY: SURFACE MOTION
 ML0563
 ML0563  HISTORY     - Date     Condition        Report By
 ML0563  HISTORY     - 1933     MONUMENTED       CGS
 ML0563  HISTORY     - 1952     MARK NOT FOUND   USGS
 ML0563
 ML0563                          STATION DESCRIPTION
 ML0563
 ML0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0563'2 MI N FROM SARGENT.
 ML0563'2 MILES NORTH.  THE MARK IS 2 FT. WEST AND 45 FT. SOUTH OF THE
 ML0563'NORTHEAST CORNER OF THE FENCE ENCLOSING THE YARD OF SCHOOL OF
 ML0563'DISTRICT 8.  THE MARK IS 75 FT. NORTH OF THE NORTHEAST CORNER OF THE
 ML0563'SCHOOL HOUSE AND 32 FT. WEST OF THE CENTER OF HWY. 83 AND 200 FT.
 ML0563'NORTH OF A CROSS ROAD.
 ML0563
 ML0563                          STATION RECOVERY (1952)
 ML0563
 ML0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0563'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0314 ***********************************************************************
 LH0314  DESIGNATION -  J 170
 LH0314  PID         -  LH0314
 LH0314  STATE/COUNTY-  NE/CLAY
 LH0314  COUNTRY     -  US
 LH0314  USGS QUAD   -  FAIRFIELD SE (2017)
 LH0314
 LH0314                         *CURRENT SURVEY CONTROL
 LH0314  ______________________________________________________________________
 LH0314* NAD 83(1986) POSITION- 40 21 28.     (N) 098 06 33.     (W)   SCALED
 LH0314* NAVD 88 ORTHO HEIGHT -   512.117 (meters)     1680.17  (feet) ADJUSTED
 LH0314  ______________________________________________________________________
 LH0314  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 LH0314  DYNAMIC HEIGHT  -        511.820 (meters)     1679.20  (feet) COMP
 LH0314  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 LH0314
 LH0314  VERT ORDER      -  SECOND    CLASS 0
 LH0314
 LH0314.The horizontal coordinates were scaled from a map and have
 LH0314.an estimated accuracy of +/- 6 seconds.
 LH0314
 LH0314.The orthometric height was determined by differential leveling and
 LH0314.adjusted by the NATIONAL GEODETIC SURVEY
 LH0314.in June 1991.
 LH0314
 LH0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0314.GEOID18 height accuracy estimate available here.
 LH0314
 LH0314.Click photographs - Photos may exist for this station.
 LH0314
 LH0314.The dynamic height is computed by dividing the NAVD 88
 LH0314.geopotential number by the normal gravity value computed on the
 LH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0314.degrees latitude (g = 980.6199 gals.).
 LH0314
 LH0314.The modeled gravity was interpolated from observed gravity values.
 LH0314
 LH0314;                    North         East    Units  Estimated Accuracy
 LH0314;SPC NE       -    59,990.      660,580.      MT  (+/- 180 meters Scaled)
 LH0314
 LH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK756678(NAD 83)
 LH0314
 LH0314                          SUPERSEDED SURVEY CONTROL
 LH0314
 LH0314  NGVD 29 (??/??/92)  511.920  (m)         1679.52   (f) ADJ UNCH    2 0
 LH0314
 LH0314.Superseded values are not recommended for survey control.
 LH0314
 LH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0314.See file dsdata.pdf to determine how the superseded data were derived.
 LH0314
 LH0314_MARKER: DB = BENCH MARK DISK
 LH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0314_STAMPING: J 170 1934
 LH0314_MARK LOGO: CGS
 LH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0314+STABILITY: SURFACE MOTION
 LH0314
 LH0314  HISTORY     - Date     Condition        Report By
 LH0314  HISTORY     - 1934     MONUMENTED       CGS
 LH0314  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0314
 LH0314                          STATION DESCRIPTION
 LH0314
 LH0314'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LH0314'1.6 MI E FROM DEWEESE.
 LH0314'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0314'FROM THE STATION AT DEWEESE, CLAY COUNTY, AT A ROAD CROSSING,
 LH0314'35 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 24 FEET WEST
 LH0314'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 170
 LH0314'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0566 ***********************************************************************
 LG0566  DESIGNATION -  J 171
 LG0566  PID         -  LG0566
 LG0566  STATE/COUNTY-  NE/JEFFERSON
 LG0566  COUNTRY     -  US
 LG0566  USGS QUAD   -  FAIRBURY (2017)
 LG0566
 LG0566                         *CURRENT SURVEY CONTROL
 LG0566  ______________________________________________________________________
 LG0566* NAD 83(1986) POSITION- 40 12 28.     (N) 097 14 52.     (W)   SCALED
 LG0566* NAVD 88 ORTHO HEIGHT -   409.911 (meters)     1344.85  (feet) ADJUSTED
 LG0566  ______________________________________________________________________
 LG0566  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 LG0566  DYNAMIC HEIGHT  -        409.680 (meters)     1344.09  (feet) COMP
 LG0566  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 LG0566
 LG0566  VERT ORDER      -  SECOND    CLASS 0
 LG0566
 LG0566.The horizontal coordinates were scaled from a map and have
 LG0566.an estimated accuracy of +/- 6 seconds.
 LG0566
 LG0566.The orthometric height was determined by differential leveling and
 LG0566.adjusted by the NATIONAL GEODETIC SURVEY
 LG0566.in June 1991.
 LG0566
 LG0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0566.GEOID18 height accuracy estimate available here.
 LG0566
 LG0566.Click photographs - Photos may exist for this station.
 LG0566
 LG0566.The dynamic height is computed by dividing the NAVD 88
 LG0566.geopotential number by the normal gravity value computed on the
 LG0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0566.degrees latitude (g = 980.6199 gals.).
 LG0566
 LG0566.The modeled gravity was interpolated from observed gravity values.
 LG0566
 LG0566;                    North         East    Units  Estimated Accuracy
 LG0566;SPC NE       -    45,310.      734,250.      MT  (+/- 180 meters Scaled)
 LG0566
 LG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK491522(NAD 83)
 LG0566
 LG0566                          SUPERSEDED SURVEY CONTROL
 LG0566
 LG0566  NGVD 29 (??/??/92)  409.762  (m)         1344.36   (f) ADJ UNCH    2 0
 LG0566
 LG0566.Superseded values are not recommended for survey control.
 LG0566
 LG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0566.See file dsdata.pdf to determine how the superseded data were derived.
 LG0566
 LG0566_MARKER: DB = BENCH MARK DISK
 LG0566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0566_SP_SET: BRIDGE ABUTMENT
 LG0566_STAMPING: J 171 1934
 LG0566_MARK LOGO: CGS
 LG0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0566+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 LG0566
 LG0566  HISTORY     - Date     Condition        Report By
 LG0566  HISTORY     - 1934     MONUMENTED       CGS
 LG0566  HISTORY     - 1941     GOOD             CGS
 LG0566  HISTORY     - 1981     GOOD             LOCENG
 LG0566  HISTORY     - 19970312 GOOD             NGS
 LG0566
 LG0566                          STATION DESCRIPTION
 LG0566
 LG0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0566'2.1 MI SE FROM POWELL.
 LG0566'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0566'STATION AT POWELL, JEFFERSON COUNTY, AT BRIDGE 159+17, AND IN
 LG0566'THE TOP OF THE SOUTHEAST CONCRETE HEADWALL.  A STANDARD DISK,
 LG0566'STAMPED J 171 1934.
 LG0566
 LG0566                          STATION RECOVERY (1981)
 LG0566
 LG0566'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0566'RECOVERED IN GOOD CONDITION.
 LG0566
 LG0566                          STATION RECOVERY (1997)
 LG0566
 LG0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LG0566'RECOVERED IN GOOD CONDITION, ABOUT 2.1 MI (3.4 KM) SOUTHEAST ALONG THE
 LG0566'UNION PACIFIC RAILROAD, FROM THE OLD TOWN OF POWELL, IN THE NORTHEAST
 LG0566'END OF THE SOUTHEAST ABUTMENT OF THE SOUTHERN ONE OF TWO RAILROAD
 LG0566'BRIDGES OVER LITTLE SANDY CREEK.  THE MARK WILL PROBABLY BE DESTROYED
 LG0566'BY RAILROAD CONSTRUCTION IN THE SPRING OF 1997, THEREFORE, BENCH MARK
 LG0566'J 171 RESET, IN 1997, WAS ESTABLISHED IN THE RIVER ROAD BRIDGE OVER
 LG0566'LITTLE SANDY CREEK, WHICH IS ABOUT 100 FT (30.5 M) SOUTH OF THE
 LG0566'RAILROAD BRIDGES.  THIS MARK IS STAMPED--J 171 RESET 1997--AND IS IN
 LG0566'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE COUNTY ROAD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9614 ***********************************************************************
 AG9614  DESIGNATION -  J 171 RESET
 AG9614  PID         -  AG9614
 AG9614  STATE/COUNTY-  NE/JEFFERSON
 AG9614  COUNTRY     -  US
 AG9614  USGS QUAD   -  FAIRBURY (2017)
 AG9614
 AG9614                         *CURRENT SURVEY CONTROL
 AG9614  ______________________________________________________________________
 AG9614* NAD 83(1986) POSITION- 40 12 27.3    (N) 097 14 51.2    (W)   HD_HELD2
 AG9614* NAVD 88 ORTHO HEIGHT -   409.56  (meters)     1343.7   (feet) RESET
 AG9614  ______________________________________________________________________
 AG9614  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 AG9614  VERT ORDER      -  THIRD
 AG9614
 AG9614.The horizontal coordinates were established by autonomous hand held GPS
 AG9614.observations and have an estimated accuracy of +/- 10 meters.
 AG9614
 AG9614.The orthometric height was computed from unverified reset data.
 AG9614
 AG9614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9614.GEOID18 height accuracy estimate available here.
 AG9614
 AG9614.Click photographs - Photos may exist for this station.
 AG9614
 AG9614;                    North         East    Units  Estimated Accuracy
 AG9614;SPC NE       -    45,284.      734,269.      MT  (+/- 10 meters HH2 GPS)
 AG9614
 AG9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4913852269(NAD 83)
 AG9614
 AG9614                          SUPERSEDED SURVEY CONTROL
 AG9614
 AG9614.No superseded survey control is available for this station.
 AG9614
 AG9614_MARKER: DV = VERTICAL CONTROL DISK
 AG9614_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9614_SP_SET: BRIDGE ABUTMENT
 AG9614_STAMPING: J 171 RESET 1997
 AG9614_MARK LOGO: NGS
 AG9614_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9614+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9614
 AG9614  HISTORY     - Date     Condition        Report By
 AG9614  HISTORY     - 1997     MONUMENTED       NGS
 AG9614
 AG9614                          STATION DESCRIPTION
 AG9614
 AG9614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9614'LOCATED ABOUT 13.68 KM (8.50 MI) SOUTH-SOUTHEAST OF DAYKIN, 9.66 KM
 AG9614'(6.00 MI) NORTHWEST OF FAIRBURY, 3.2 KM (2.00 MI) EAST-SOUTHEAST OF
 AG9614'OLD POWELL, AT A COUNTY ROAD BRIDGE OVER LITTLE SANDY CREEK AND IN THE
 AG9614'SW1/4, T3N, R2E.  OWNERSHIP IS JEFFERSON COUNTY.  TO REACH FROM THE
 AG9614'POST OFFICE AND BANK, IN DAYKIN, GO EAST ON JEFFERSON STREET FOR 0.08
 AG9614'KM (0.05 MI) TO NICHOL AVENUE.  TURN RIGHT AND GO SOUTH FOR 1 BLOCK TO
 AG9614'FRANCIS STREET AND STATE HIGHWAY 4.  TURN LEFT AND GO EAST FOR 0.40 KM
 AG9614'(0.25 MI) TO COUNTY ROAD 562 AVENUE.  TURN RIGHT AND GO SOUTH ON THE
 AG9614'GRAVELED ROAD FOR 11.27 KM (7.00 MI) TO COUNTY ROAD 717 ROAD, AT THE
 AG9614'UNION PACIFIC RAILROAD TRACKS.  TURN LEFT AND GO EAST, PASSING THROUGH
 AG9614'THE OLD TOWN OF POWELL FOR 3.21 KM (2.00 MI) TO COUNTY ROAD 564
 AG9614'AVENUE, ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.80 KM (0.50 MI)
 AG9614'TO THE UNION PACIFIC RAILROAD TRACKS AND RIVER ROAD ON THE LEFT.  TURN
 AG9614'LEFT AND GO SOUTHEAST ON RIVER ROAD FOR 0.72 KM (0.45 MI) TO A
 AG9614'CONCRETE BRIDGE OVER LITTLE SANDY CREEK AND THE BENCH MARK, SET INTO
 AG9614'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT.  IT IS 4.7 M
 AG9614'(15.4 FT) NORTHEAST FROM THE CENTERLINE OF THE BRIDGE AND 0.52 M (1.71
 AG9614'FT) NORTHWEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0540 ***********************************************************************
 LG0540  DESIGNATION -  J 172
 LG0540  PID         -  LG0540
 LG0540  STATE/COUNTY-  NE/THAYER
 LG0540  COUNTRY     -  US
 LG0540  USGS QUAD   -  HUBBELL (2017)
 LG0540
 LG0540                         *CURRENT SURVEY CONTROL
 LG0540  ______________________________________________________________________
 LG0540* NAD 83(1986) POSITION- 40 00 48.     (N) 097 28 57.     (W)   SCALED
 LG0540* NAVD 88 ORTHO HEIGHT -   445.248 (meters)     1460.78  (feet) ADJUSTED
 LG0540  ______________________________________________________________________
 LG0540  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 LG0540  DYNAMIC HEIGHT  -        444.991 (meters)     1459.94  (feet) COMP
 LG0540  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 LG0540
 LG0540  VERT ORDER      -  SECOND    CLASS 0
 LG0540
 LG0540.The horizontal coordinates were scaled from a map and have
 LG0540.an estimated accuracy of +/- 6 seconds.
 LG0540
 LG0540.The orthometric height was determined by differential leveling and
 LG0540.adjusted by the NATIONAL GEODETIC SURVEY
 LG0540.in June 1991.
 LG0540
 LG0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0540.GEOID18 height accuracy estimate available here.
 LG0540
 LG0540.Click photographs - Photos may exist for this station.
 LG0540
 LG0540.The dynamic height is computed by dividing the NAVD 88
 LG0540.geopotential number by the normal gravity value computed on the
 LG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0540.degrees latitude (g = 980.6199 gals.).
 LG0540
 LG0540.The modeled gravity was interpolated from observed gravity values.
 LG0540
 LG0540;                    North         East    Units  Estimated Accuracy
 LG0540;SPC NE       -    23,120.      714,910.      MT  (+/- 180 meters Scaled)
 LG0540
 LG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK295303(NAD 83)
 LG0540
 LG0540                          SUPERSEDED SURVEY CONTROL
 LG0540
 LG0540  NGVD 29 (??/??/92)  445.090  (m)         1460.27   (f) ADJ UNCH    2 0
 LG0540
 LG0540.Superseded values are not recommended for survey control.
 LG0540
 LG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0540.See file dsdata.pdf to determine how the superseded data were derived.
 LG0540
 LG0540_MARKER: DB = BENCH MARK DISK
 LG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0540_STAMPING: J 172 1934
 LG0540_MARK LOGO: CGS
 LG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0540+STABILITY: SURFACE MOTION
 LG0540
 LG0540  HISTORY     - Date     Condition        Report By
 LG0540  HISTORY     - 1934     MONUMENTED       CGS
 LG0540
 LG0540                          STATION DESCRIPTION
 LG0540
 LG0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0540'1 MI E FROM HUBBELL.
 LG0540'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0540'FROM THE STATION AT HUBBELL, THAYER COUNTY, ONE RAIL WEST OF
 LG0540'A ROAD CROSSING, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 LG0540'TRACK.  A STANDARD DISK, STAMPED J 172 1934 AND SET IN THE TOP
 LG0540'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0617 ***********************************************************************
 LG0617  DESIGNATION -  J 173
 LG0617  PID         -  LG0617
 LG0617  STATE/COUNTY-  NE/THAYER
 LG0617  COUNTRY     -  US
 LG0617  USGS QUAD   -  BRUNING (2017)
 LG0617
 LG0617                         *CURRENT SURVEY CONTROL
 LG0617  ______________________________________________________________________
 LG0617* NAD 83(1986) POSITION- 40 20 10.     (N) 097 34 04.     (W)   SCALED
 LG0617* NAVD 88 ORTHO HEIGHT -   482.796 (meters)     1583.97  (feet) ADJUSTED
 LG0617  ______________________________________________________________________
 LG0617  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 LG0617  DYNAMIC HEIGHT  -        482.513 (meters)     1583.04  (feet) COMP
 LG0617  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 LG0617
 LG0617  VERT ORDER      -  SECOND    CLASS 0
 LG0617
 LG0617.The horizontal coordinates were scaled from a map and have
 LG0617.an estimated accuracy of +/- 6 seconds.
 LG0617
 LG0617.The orthometric height was determined by differential leveling and
 LG0617.adjusted by the NATIONAL GEODETIC SURVEY
 LG0617.in June 1991.
 LG0617
 LG0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0617.GEOID18 height accuracy estimate available here.
 LG0617
 LG0617.Click photographs - Photos may exist for this station.
 LG0617
 LG0617.The dynamic height is computed by dividing the NAVD 88
 LG0617.geopotential number by the normal gravity value computed on the
 LG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0617.degrees latitude (g = 980.6199 gals.).
 LG0617
 LG0617.The modeled gravity was interpolated from observed gravity values.
 LG0617
 LG0617;                    North         East    Units  Estimated Accuracy
 LG0617;SPC NE       -    58,730.      706,620.      MT  (+/- 180 meters Scaled)
 LG0617
 LG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK216660(NAD 83)
 LG0617
 LG0617                          SUPERSEDED SURVEY CONTROL
 LG0617
 LG0617  NGVD 29 (??/??/92)  482.612  (m)         1583.37   (f) ADJ UNCH    2 0
 LG0617
 LG0617.Superseded values are not recommended for survey control.
 LG0617
 LG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0617.See file dsdata.pdf to determine how the superseded data were derived.
 LG0617
 LG0617_MARKER: DB = BENCH MARK DISK
 LG0617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0617_SP_SET: HEADWALL
 LG0617_STAMPING: J 173 1934
 LG0617_MARK LOGO: CGS
 LG0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0617+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 LG0617
 LG0617  HISTORY     - Date     Condition        Report By
 LG0617  HISTORY     - 1934     MONUMENTED       CGS
 LG0617  HISTORY     - 19890404 GOOD             NGS
 LG0617
 LG0617                          STATION DESCRIPTION
 LG0617
 LG0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0617'AT BRUNING.
 LG0617'AT BRUNING, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0617'RAILROAD, 225 FEET SOUTHWEST OF THE STATION, 100 FEET WEST OF
 LG0617'THE CENTER LINE OF THE TRACK, AT A CONCRETE CULVERT ON THE HIGHWAY,
 LG0617'AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED J
 LG0617'173 1934.
 LG0617
 LG0617                          STATION RECOVERY (1989)
 LG0617
 LG0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1251 ***********************************************************************
 LG1251  DESIGNATION -  J 173 RESET
 LG1251  PID         -  LG1251
 LG1251  STATE/COUNTY-  NE/THAYER
 LG1251  COUNTRY     -  US
 LG1251  USGS QUAD   -  BRUNING (2017)
 LG1251
 LG1251                         *CURRENT SURVEY CONTROL
 LG1251  ______________________________________________________________________
 LG1251* NAD 83(1986) POSITION- 40 20 10.     (N) 097 34 04.     (W)   SCALED
 LG1251* NAVD 88 ORTHO HEIGHT -   482.57  (meters)     1583.2   (feet) RESET
 LG1251  ______________________________________________________________________
 LG1251  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 LG1251  VERT ORDER      -  THIRD
 LG1251
 LG1251.The horizontal coordinates were scaled from a map and have
 LG1251.an estimated accuracy of +/- 6 seconds.
 LG1251
 LG1251.The orthometric height was computed from unverified reset data.
 LG1251
 LG1251.No vertical observational check was made to the station.
 LG1251
 LG1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1251.GEOID18 height accuracy estimate available here.
 LG1251
 LG1251.Click photographs - Photos may exist for this station.
 LG1251
 LG1251;                    North         East    Units  Estimated Accuracy
 LG1251;SPC NE       -    58,730.      706,620.      MT  (+/- 180 meters Scaled)
 LG1251
 LG1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK216660(NAD 83)
 LG1251
 LG1251                          SUPERSEDED SURVEY CONTROL
 LG1251
 LG1251  NGVD 29 (01/31/13)  482.39   (m)         1582.6    (f) RESET       3  
 LG1251
 LG1251.Superseded values are not recommended for survey control.
 LG1251
 LG1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1251.See file dsdata.pdf to determine how the superseded data were derived.
 LG1251
 LG1251_MARKER: DV = VERTICAL CONTROL DISK
 LG1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1251_STAMPING: J 173 RESET 1989
 LG1251_MARK LOGO: NGS
 LG1251_PROJECTION: RECESSED 9 CENTIMETERS
 LG1251_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LG1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1251+STABILITY: SURFACE MOTION
 LG1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1251+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LG1251
 LG1251  HISTORY     - Date     Condition        Report By
 LG1251  HISTORY     - 1989     MONUMENTED       NGS
 LG1251
 LG1251                          STATION DESCRIPTION
 LG1251
 LG1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1251'THE MARK IS IN BRUNING, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LG1251'MAIN AND WEST RAILWAY STREETS.  TO REACH FROM THE POST OFFICE, GO
 LG1251'WEST ON MAIN STREET FOR 0.24 KM (0.15 MI) TO THE MARK ON THE LEFT.
 LG1251'THE DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 LG1251'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE MARK IS 52.30
 LG1251'M (171.6 FT) WEST FROM THE WEST RAIL OF THE MAIN TRACKS OF THE BN
 LG1251'RAILROAD, 13.94 M (45.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 LG1251'FRAME HOUSE, 10.50 M (34.4 FT) SOUTH FROM THE CENTERLINE OF MAIN
 LG1251'STREET, 9.75 M (32.0 FT) WEST FROM THE CENTERLINE OF WEST RAILWAY
 LG1251'STREET, 3.55 M (11.6 FT) SOUTHEAST FROM A FIRE HYDRANT, 1.25 M
 LG1251'(4.1 FT) WEST-SOUTHWEST FROM A POWER POLE, 0.38 M (1.2 FT) NORTH FROM
 LG1251'THE NORTH EDGE OF THE SIDEWALK ALONG MAIN STREET AND 0.34 M (1.1 FT)
 LG1251'EAST FROM THE EAST EDGE OF THE SIDEWALK ALONG WEST RAILWAY STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0279 ***********************************************************************
 LG0279  DESIGNATION -  J 174
 LG0279  PID         -  LG0279
 LG0279  STATE/COUNTY-  NE/GAGE
 LG0279  COUNTRY     -  US
 LG0279  USGS QUAD   -  BEATRICE EAST (2017)
 LG0279
 LG0279                         *CURRENT SURVEY CONTROL
 LG0279  ______________________________________________________________________
 LG0279* NAD 83(1986) POSITION- 40 15 12.     (N) 096 42 31.     (W)   SCALED
 LG0279* NAVD 88 ORTHO HEIGHT -   378.242 (meters)     1240.95  (feet) ADJUSTED
 LG0279  ______________________________________________________________________
 LG0279  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 LG0279  DYNAMIC HEIGHT  -        378.041 (meters)     1240.29  (feet) COMP
 LG0279  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 LG0279
 LG0279  VERT ORDER      -  SECOND    CLASS 0
 LG0279
 LG0279.The horizontal coordinates were scaled from a map and have
 LG0279.an estimated accuracy of +/- 6 seconds.
 LG0279
 LG0279.The orthometric height was determined by differential leveling and
 LG0279.adjusted by the NATIONAL GEODETIC SURVEY
 LG0279.in June 1991.
 LG0279
 LG0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0279.GEOID18 height accuracy estimate available here.
 LG0279
 LG0279.Click photographs - Photos may exist for this station.
 LG0279
 LG0279.The dynamic height is computed by dividing the NAVD 88
 LG0279.geopotential number by the normal gravity value computed on the
 LG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0279.degrees latitude (g = 980.6199 gals.).
 LG0279
 LG0279.The modeled gravity was interpolated from observed gravity values.
 LG0279
 LG0279;                    North         East    Units  Estimated Accuracy
 LG0279;SPC NE       -    51,960.      779,930.      MT  (+/- 180 meters Scaled)
 LG0279
 LG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK948583(NAD 83)
 LG0279
 LG0279                          SUPERSEDED SURVEY CONTROL
 LG0279
 LG0279  NGVD 29 (??/??/92)  378.132  (m)         1240.59   (f) ADJ UNCH    2 0
 LG0279
 LG0279.Superseded values are not recommended for survey control.
 LG0279
 LG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0279.See file dsdata.pdf to determine how the superseded data were derived.
 LG0279
 LG0279_MARKER: DB = BENCH MARK DISK
 LG0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0279_STAMPING: J 174 1934
 LG0279_MARK LOGO: CGS
 LG0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0279+STABILITY: SURFACE MOTION
 LG0279
 LG0279  HISTORY     - Date     Condition        Report By
 LG0279  HISTORY     - 1934     MONUMENTED       CGS
 LG0279  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0279
 LG0279                          STATION DESCRIPTION
 LG0279
 LG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0279'2.2 MI E FROM BEATRICE.
 LG0279'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0279'FROM THE STATION AT BEATRICE, GAGE COUNTY, BETWEEN THE ROCK
 LG0279'ISLAND RAILROAD AND THE UNION PACIFIC RAILROAD, 11 RAILS EAST OF
 LG0279'UNION PACIFIC RAILROAD BRIDGE NO. 99.45, AND 15 FEET WEST OF A
 LG0279'PRIVATE-ROAD CROSSING.  A STANDARD DISK, STAMPED J 174 1934 AND
 LG0279'SET IN THE TOP OF A CONCRETE POST.
 LG0279
 LG0279                          STATION RECOVERY (1964)
 LG0279
 LG0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0213 ***********************************************************************
 LG0213  DESIGNATION -  J 175
 LG0213  PID         -  LG0213
 LG0213  STATE/COUNTY-  NE/PAWNEE
 LG0213  COUNTRY     -  US
 LG0213  USGS QUAD   -  TABLE ROCK (2017)
 LG0213
 LG0213                         *CURRENT SURVEY CONTROL
 LG0213  ______________________________________________________________________
 LG0213* NAD 83(1986) POSITION- 40 09 42.     (N) 096 07 23.     (W)   SCALED
 LG0213* NAVD 88 ORTHO HEIGHT -   337.004 (meters)     1105.65  (feet) ADJUSTED
 LG0213  ______________________________________________________________________
 LG0213  GEOID HEIGHT    -        -28.770 (meters)                     GEOID18
 LG0213  DYNAMIC HEIGHT  -        336.820 (meters)     1105.05  (feet) COMP
 LG0213  MODELED GRAVITY -    980,070.0   (mgal)                       NAVD 88
 LG0213
 LG0213  VERT ORDER      -  SECOND    CLASS 0
 LG0213
 LG0213.The horizontal coordinates were scaled from a map and have
 LG0213.an estimated accuracy of +/- 6 seconds.
 LG0213
 LG0213.The orthometric height was determined by differential leveling and
 LG0213.adjusted by the NATIONAL GEODETIC SURVEY
 LG0213.in June 1991.
 LG0213
 LG0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0213.GEOID18 height accuracy estimate available here.
 LG0213
 LG0213.Click photographs - Photos may exist for this station.
 LG0213
 LG0213.The dynamic height is computed by dividing the NAVD 88
 LG0213.geopotential number by the normal gravity value computed on the
 LG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0213.degrees latitude (g = 980.6199 gals.).
 LG0213
 LG0213.The modeled gravity was interpolated from observed gravity values.
 LG0213
 LG0213;                    North         East    Units  Estimated Accuracy
 LG0213;SPC NE       -    43,860.      830,150.      MT  (+/- 180 meters Scaled)
 LG0213
 LG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK450496(NAD 83)
 LG0213
 LG0213                          SUPERSEDED SURVEY CONTROL
 LG0213
 LG0213  NGVD 29 (??/??/92)  336.908  (m)         1105.34   (f) ADJ UNCH    2 0
 LG0213
 LG0213.Superseded values are not recommended for survey control.
 LG0213
 LG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0213.See file dsdata.pdf to determine how the superseded data were derived.
 LG0213
 LG0213_MARKER: DB = BENCH MARK DISK
 LG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0213_STAMPING: J 175 1934
 LG0213_MARK LOGO: CGS
 LG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0213+STABILITY: SURFACE MOTION
 LG0213
 LG0213  HISTORY     - Date     Condition        Report By
 LG0213  HISTORY     - 1934     MONUMENTED       CGS
 LG0213  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0213
 LG0213                          STATION DESCRIPTION
 LG0213
 LG0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0213'1.9 MI SW FROM TABLE ROCK.
 LG0213'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0213'RAILROAD FROM THE CITY WATER TOWER AT TABLE ROCK, PAWNEE COUNTY,
 LG0213'3 RAILS NORTHEAST OF MILEPOST 51, 30 FEET EAST OF THE CENTER LINE
 LG0213'OF A COUNTY ROAD, AND 27 FEET WEST OF THE CENTER LINE OF THE
 LG0213'TRACK.  A STANDARD DISK, STAMPED J 175 1934 AND SET IN THE TOP
 LG0213'OF A CONCRETE POST.
 LG0213
 LG0213                          STATION RECOVERY (1964)
 LG0213
 LG0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0169 ***********************************************************************
 LG0169  DESIGNATION -  J 176
 LG0169  PID         -  LG0169
 LG0169  STATE/COUNTY-  NE/JOHNSON
 LG0169  COUNTRY     -  US
 LG0169  USGS QUAD   -  CRAB ORCHARD (2017)
 LG0169
 LG0169                         *CURRENT SURVEY CONTROL
 LG0169  ______________________________________________________________________
 LG0169* NAD 83(1986) POSITION- 40 19 48.     (N) 096 26 21.     (W)   SCALED
 LG0169* NAVD 88 ORTHO HEIGHT -   399.341 (meters)     1310.17  (feet) ADJUSTED
 LG0169  ______________________________________________________________________
 LG0169  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 LG0169  DYNAMIC HEIGHT  -        399.130 (meters)     1309.48  (feet) COMP
 LG0169  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LG0169
 LG0169  VERT ORDER      -  SECOND    CLASS 0
 LG0169
 LG0169.The horizontal coordinates were scaled from a map and have
 LG0169.an estimated accuracy of +/- 6 seconds.
 LG0169
 LG0169.The orthometric height was determined by differential leveling and
 LG0169.adjusted by the NATIONAL GEODETIC SURVEY
 LG0169.in June 1991.
 LG0169
 LG0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0169.GEOID18 height accuracy estimate available here.
 LG0169
 LG0169.Click photographs - Photos may exist for this station.
 LG0169
 LG0169.The dynamic height is computed by dividing the NAVD 88
 LG0169.geopotential number by the normal gravity value computed on the
 LG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0169.degrees latitude (g = 980.6199 gals.).
 LG0169
 LG0169.The modeled gravity was interpolated from observed gravity values.
 LG0169
 LG0169;                    North         East    Units  Estimated Accuracy
 LG0169;SPC NE       -    61,380.      802,480.      MT  (+/- 180 meters Scaled)
 LG0169
 LG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK175675(NAD 83)
 LG0169
 LG0169                          SUPERSEDED SURVEY CONTROL
 LG0169
 LG0169  NGVD 29 (??/??/92)  399.235  (m)         1309.82   (f) ADJ UNCH    2 0
 LG0169
 LG0169.Superseded values are not recommended for survey control.
 LG0169
 LG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0169.See file dsdata.pdf to determine how the superseded data were derived.
 LG0169
 LG0169_MARKER: DB = BENCH MARK DISK
 LG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0169_STAMPING: J 176 1934
 LG0169_MARK LOGO: CGS
 LG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0169+STABILITY: SURFACE MOTION
 LG0169
 LG0169  HISTORY     - Date     Condition        Report By
 LG0169  HISTORY     - 1934     MONUMENTED       CGS
 LG0169  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0169
 LG0169                          STATION DESCRIPTION
 LG0169
 LG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0169'1 MI SW FROM CRAB ORCHARD.
 LG0169'1.0 MILE SOUTHWEST ALONG THE ABANDONED CHICAGO, BURLINGTON
 LG0169'AND QUINCY RAILROAD FROM THE STATION AT CRAB ORCHARD, JOHNSON
 LG0169'COUNTY, 100 YARDS SOUTH OF A CEMETERY, AT A ROAD CROSSING,
 LG0169'54 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 36 FEET NORTH
 LG0169'OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 LG0169'J 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0169
 LG0169                          STATION RECOVERY (1964)
 LG0169
 LG0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0487 ***********************************************************************
 LF0487  DESIGNATION -  J 177
 LF0487  PID         -  LF0487
 LF0487  STATE/COUNTY-  NE/NEMAHA
 LF0487  COUNTRY     -  US
 LF0487  USGS QUAD   -  AUBURN (2017)
 LF0487
 LF0487                         *CURRENT SURVEY CONTROL
 LF0487  ______________________________________________________________________
 LF0487* NAD 83(1986) POSITION- 40 26 57.     (N) 095 51 50.     (W)   SCALED
 LF0487* NAVD 88 ORTHO HEIGHT -   286.727 (meters)      940.70  (feet) ADJUSTED
 LF0487  ______________________________________________________________________
 LF0487  GEOID HEIGHT    -        -29.444 (meters)                     GEOID18
 LF0487  DYNAMIC HEIGHT  -        286.575 (meters)      940.20  (feet) COMP
 LF0487  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LF0487
 LF0487  VERT ORDER      -  SECOND    CLASS 0
 LF0487
 LF0487.The horizontal coordinates were scaled from a map and have
 LF0487.an estimated accuracy of +/- 6 seconds.
 LF0487
 LF0487.The orthometric height was determined by differential leveling and
 LF0487.adjusted by the NATIONAL GEODETIC SURVEY
 LF0487.in June 1991.
 LF0487
 LF0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0487.GEOID18 height accuracy estimate available here.
 LF0487
 LF0487.Click photographs - Photos may exist for this station.
 LF0487
 LF0487.The dynamic height is computed by dividing the NAVD 88
 LF0487.geopotential number by the normal gravity value computed on the
 LF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0487.degrees latitude (g = 980.6199 gals.).
 LF0487
 LF0487.The modeled gravity was interpolated from observed gravity values.
 LF0487
 LF0487;                    North         East    Units  Estimated Accuracy
 LF0487;SPC NE       -    76,770.      850,680.      MT  (+/- 180 meters Scaled)
 LF0487
 LF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE571815(NAD 83)
 LF0487
 LF0487                          SUPERSEDED SURVEY CONTROL
 LF0487
 LF0487  NGVD 29 (??/??/92)  286.638  (m)          940.41   (f) ADJ UNCH    2 0
 LF0487
 LF0487.Superseded values are not recommended for survey control.
 LF0487
 LF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0487.See file dsdata.pdf to determine how the superseded data were derived.
 LF0487
 LF0487_MARKER: DB = BENCH MARK DISK
 LF0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0487_SP_SET: CULVERT HEADWALL
 LF0487_STAMPING: J 177 1934
 LF0487_MARK LOGO: CGS
 LF0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0487+STABILITY: SURFACE MOTION
 LF0487
 LF0487  HISTORY     - Date     Condition        Report By
 LF0487  HISTORY     - 1934     MONUMENTED       CGS
 LF0487  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0487
 LF0487                          STATION DESCRIPTION
 LF0487
 LF0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0487'5.5 MI N FROM AUBURN.
 LF0487'5.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0487'COURTHOUSE AT AUBURN, NEMAHA COUNTY, 9 RAILS NORTH OF POLE
 LF0487'418/20, AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST
 LF0487'HEADWALL.  A STANDARD DISK, STAMPED J 177 1934.
 LF0487
 LF0487                          STATION RECOVERY (1964)
 LF0487
 LF0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0401 ***********************************************************************
 LF0401  DESIGNATION -  J 178
 LF0401  PID         -  LF0401
 LF0401  STATE/COUNTY-  NE/RICHARDSON
 LF0401  COUNTRY     -  US
 LF0401  USGS QUAD   -  RULO (2017)
 LF0401
 LF0401                         *CURRENT SURVEY CONTROL
 LF0401  ______________________________________________________________________
 LF0401* NAD 83(1986) POSITION- 40 02 59.     (N) 095 26 41.     (W)   SCALED
 LF0401* NAVD 88 ORTHO HEIGHT -   286.789 (meters)      940.91  (feet) ADJUSTED
 LF0401  ______________________________________________________________________
 LF0401  GEOID HEIGHT    -        -30.723 (meters)                     GEOID18
 LF0401  DYNAMIC HEIGHT  -        286.631 (meters)      940.39  (feet) COMP
 LF0401  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LF0401
 LF0401  VERT ORDER      -  SECOND    CLASS 0
 LF0401
 LF0401.The horizontal coordinates were scaled from a map and have
 LF0401.an estimated accuracy of +/- 6 seconds.
 LF0401
 LF0401.The orthometric height was determined by differential leveling and
 LF0401.adjusted by the NATIONAL GEODETIC SURVEY
 LF0401.in June 1991.
 LF0401
 LF0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0401.GEOID18 height accuracy estimate available here.
 LF0401
 LF0401.Click photographs - Photos may exist for this station.
 LF0401
 LF0401.The dynamic height is computed by dividing the NAVD 88
 LF0401.geopotential number by the normal gravity value computed on the
 LF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0401.degrees latitude (g = 980.6199 gals.).
 LF0401
 LF0401.The modeled gravity was interpolated from observed gravity values.
 LF0401
 LF0401;                    North         East    Units  Estimated Accuracy
 LF0401;SPC NE       -    34,270.      888,520.      MT  (+/- 180 meters Scaled)
 LF0401
 LF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE914361(NAD 83)
 LF0401
 LF0401                          SUPERSEDED SURVEY CONTROL
 LF0401
 LF0401  NGVD 29 (??/??/92)  286.726  (m)          940.70   (f) ADJ UNCH    2 0
 LF0401
 LF0401.Superseded values are not recommended for survey control.
 LF0401
 LF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0401.See file dsdata.pdf to determine how the superseded data were derived.
 LF0401
 LF0401_MARKER: DB = BENCH MARK DISK
 LF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0401_STAMPING: J 178 1934
 LF0401_MARK LOGO: CGS
 LF0401_PROJECTION: RECESSED 30 CENTIMETERS
 LF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0401+STABILITY: SURFACE MOTION
 LF0401
 LF0401  HISTORY     - Date     Condition        Report By
 LF0401  HISTORY     - 1934     MONUMENTED       CGS
 LF0401  HISTORY     - 1947     GOOD             CGS
 LF0401  HISTORY     - 1948     GOOD             CGS
 LF0401
 LF0401                          STATION DESCRIPTION
 LF0401
 LF0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0401'1.1 MI W FROM RULO.
 LF0401'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0401'FROM THE STATION AT RULO, IN THE SOUTHEAST ANGLE OF THE CROSSING
 LF0401'OF A NORTH-SOUTH DIRT ROAD, 82.0 FEET SOUTH OF THE SOUTH RAIL
 LF0401'OF THE TRACK, 34.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LF0401'ROAD, 23.7 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A
 LF0401'3-FOOT CONCRETE PIPE CULVERT UNDER THE ROAD, 6.0 FEET NORTHEAST
 LF0401'OF A CONCRETE RIGHT OF WAY FENCE CORNER POST, 2.5 FEET NORTHWEST
 LF0401'OF A SHORT SECTION OF NORTHEAST-SOUTHWEST RIGHT OF WAY FENCE,
 LF0401'2.0 FEET SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST
 LF0401'ABOUT THE SAME ELEVATION AS THE ROAD AND ABOUT 1 FOOT UNDERGROUND.
 LF0401
 LF0401                          STATION RECOVERY (1948)
 LF0401
 LF0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 LF0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0446 ***********************************************************************
 NN0446  DESIGNATION -  J 18
 NN0446  PID         -  NN0446
 NN0446  STATE/COUNTY-  NE/ROCK
 NN0446  COUNTRY     -  US
 NN0446  USGS QUAD   -  STOCKDALE LAKE (2017)
 NN0446
 NN0446                         *CURRENT SURVEY CONTROL
 NN0446  ______________________________________________________________________
 NN0446* NAD 83(1986) POSITION- 42 18 12.     (N) 099 28 41.     (W)   SCALED
 NN0446* NAVD 88 ORTHO HEIGHT -   757.839 (meters)     2486.34  (feet) ADJUSTED
 NN0446  ______________________________________________________________________
 NN0446  GEOID HEIGHT    -        -22.809 (meters)                     GEOID18
 NN0446  DYNAMIC HEIGHT  -        757.514 (meters)     2485.28  (feet) COMP
 NN0446  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 NN0446
 NN0446  VERT ORDER      -  FIRST     CLASS II
 NN0446
 NN0446.The horizontal coordinates were scaled from a map and have
 NN0446.an estimated accuracy of +/- 6 seconds.
 NN0446
 NN0446.The orthometric height was determined by differential leveling and
 NN0446.adjusted by the NATIONAL GEODETIC SURVEY
 NN0446.in June 1991.
 NN0446
 NN0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0446.GEOID18 height accuracy estimate available here.
 NN0446
 NN0446.Click photographs - Photos may exist for this station.
 NN0446
 NN0446.The dynamic height is computed by dividing the NAVD 88
 NN0446.geopotential number by the normal gravity value computed on the
 NN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0446.degrees latitude (g = 980.6199 gals.).
 NN0446
 NN0446.The modeled gravity was interpolated from observed gravity values.
 NN0446
 NN0446;                    North         East    Units  Estimated Accuracy
 NN0446;SPC NE       -   274,370.      543,030.      MT  (+/- 180 meters Scaled)
 NN0446
 NN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM605835(NAD 83)
 NN0446
 NN0446                          SUPERSEDED SURVEY CONTROL
 NN0446
 NN0446  NGVD 29 (??/??/92)  757.584  (m)         2485.51   (f) ADJ UNCH    1 2
 NN0446
 NN0446.Superseded values are not recommended for survey control.
 NN0446
 NN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0446.See file dsdata.pdf to determine how the superseded data were derived.
 NN0446
 NN0446_MARKER: DB = BENCH MARK DISK
 NN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0446_STAMPING: 2485.507 J 18 1933
 NN0446_MARK LOGO: CGS
 NN0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0446+STABILITY: SURFACE MOTION
 NN0446
 NN0446  HISTORY     - Date     Condition        Report By
 NN0446  HISTORY     - 1933     MONUMENTED       CGS
 NN0446
 NN0446                          STATION DESCRIPTION
 NN0446
 NN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0446'21 MI S FROM BASSETT.
 NN0446'ABOUT 21 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0446'COUNTY, ABOUT 2 MILES SOUTHEAST OF DISTRICT SCHOOL 42, ABOUT
 NN0446'1/2 MILE EAST OF A SMALL LAKE, AT A CURVE, ABOUT 100 YARDS SOUTH
 NN0446'OF A GATE TO A FIELD, 57 FEET SOUTHEAST OF THE SOUTHERNMOST ONE
 NN0446'OF THREE COTTONWOOD TREES, 51 FEET NORTHEAST OF THE CENTER LINE
 NN0446'OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 NN0446'STAMPED 2485.507 J 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 NN0446'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0271 ***********************************************************************
 NN0271  DESIGNATION -  J 19
 NN0271  PID         -  NN0271
 NN0271  STATE/COUNTY-  NE/HOLT
 NN0271  COUNTRY     -  US
 NN0271  USGS QUAD   -  MEEK (2017)
 NN0271
 NN0271                         *CURRENT SURVEY CONTROL
 NN0271  ______________________________________________________________________
 NN0271* NAD 83(1986) POSITION- 42 41 21.     (N) 098 39 26.     (W)   SCALED
 NN0271* NAVD 88 ORTHO HEIGHT -   566.254 (meters)     1857.79  (feet) ADJUSTED
 NN0271  ______________________________________________________________________
 NN0271  GEOID HEIGHT    -        -25.158 (meters)                     GEOID18
 NN0271  DYNAMIC HEIGHT  -        566.045 (meters)     1857.10  (feet) COMP
 NN0271  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 NN0271
 NN0271  VERT ORDER      -  FIRST     CLASS II
 NN0271
 NN0271.The horizontal coordinates were scaled from a map and have
 NN0271.an estimated accuracy of +/- 6 seconds.
 NN0271
 NN0271.The orthometric height was determined by differential leveling and
 NN0271.adjusted by the NATIONAL GEODETIC SURVEY
 NN0271.in June 1991.
 NN0271
 NN0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0271.GEOID18 height accuracy estimate available here.
 NN0271
 NN0271.Click photographs - Photos may exist for this station.
 NN0271
 NN0271.The dynamic height is computed by dividing the NAVD 88
 NN0271.geopotential number by the normal gravity value computed on the
 NN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0271.degrees latitude (g = 980.6199 gals.).
 NN0271
 NN0271.The modeled gravity was interpolated from observed gravity values.
 NN0271
 NN0271;                    North         East    Units  Estimated Accuracy
 NN0271;SPC NE       -   317,950.      610,020.      MT  (+/- 180 meters Scaled)
 NN0271
 NN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280263(NAD 83)
 NN0271
 NN0271                          SUPERSEDED SURVEY CONTROL
 NN0271
 NN0271  NGVD 29 (??/??/92)  566.015  (m)         1857.00   (f) ADJ UNCH    1 2
 NN0271
 NN0271.Superseded values are not recommended for survey control.
 NN0271
 NN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0271.See file dsdata.pdf to determine how the superseded data were derived.
 NN0271
 NN0271_MARKER: DB = BENCH MARK DISK
 NN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0271_STAMPING: 1857.001 J 19 1933
 NN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0271+STABILITY: SURFACE MOTION
 NN0271
 NN0271  HISTORY     - Date     Condition        Report By
 NN0271  HISTORY     - 1933     MONUMENTED       CGS
 NN0271  HISTORY     - 1953     MARK NOT FOUND   USGS
 NN0271
 NN0271                          STATION DESCRIPTION
 NN0271
 NN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0271'13.9 MI SE FROM SPENCER.
 NN0271'IN HOLT COUNTY, 13.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0271'SPENCER, BOYD COUNTY, 0.5 MILE SOUTH OF MEEK, 0.5 MILE NORTH OF A
 NN0271'ROAD INTERSECTION, 40 FEET EAST OF THE CENTER LINE OF THE
 NN0271'HIGHWAY, 10 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE
 NN0271'FENCE.  A STANDARD DISK, STAMPED 1857.001 J 19 1933 AND SET IN
 NN0271'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0271
 NN0271                          STATION RECOVERY (1953)
 NN0271
 NN0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0153 ***********************************************************************
 NN0153  DESIGNATION -  J 2
 NN0153  PID         -  NN0153
 NN0153  STATE/COUNTY-  NE/ANTELOPE
 NN0153  COUNTRY     -  US
 NN0153  USGS QUAD   -  ORCHARD (2017)
 NN0153
 NN0153                         *CURRENT SURVEY CONTROL
 NN0153  ______________________________________________________________________
 NN0153* NAD 83(1986) POSITION- 42 20 07.     (N) 098 13 44.     (W)   SCALED
 NN0153* NAVD 88 ORTHO HEIGHT -   591.801 (meters)     1941.60  (feet) ADJUSTED
 NN0153  ______________________________________________________________________
 NN0153  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 NN0153  DYNAMIC HEIGHT  -        591.560 (meters)     1940.81  (feet) COMP
 NN0153  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 NN0153
 NN0153  VERT ORDER      -  FIRST     CLASS II
 NN0153
 NN0153.The horizontal coordinates were scaled from a map and have
 NN0153.an estimated accuracy of +/- 6 seconds.
 NN0153
 NN0153.The orthometric height was determined by differential leveling and
 NN0153.adjusted by the NATIONAL GEODETIC SURVEY
 NN0153.in June 1991.
 NN0153
 NN0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0153.GEOID18 height accuracy estimate available here.
 NN0153
 NN0153.Click photographs - Photos may exist for this station.
 NN0153
 NN0153.The dynamic height is computed by dividing the NAVD 88
 NN0153.geopotential number by the normal gravity value computed on the
 NN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0153.degrees latitude (g = 980.6199 gals.).
 NN0153
 NN0153.The modeled gravity was interpolated from observed gravity values.
 NN0153
 NN0153;                    North         East    Units  Estimated Accuracy
 NN0153;SPC NE       -   279,280.      645,920.      MT  (+/- 180 meters Scaled)
 NN0153
 NN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM635872(NAD 83)
 NN0153
 NN0153                          SUPERSEDED SURVEY CONTROL
 NN0153
 NN0153.No superseded survey control is available for this station.
 NN0153
 NN0153_MARKER: H = DRILL HOLE
 NN0153_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0153
 NN0153  HISTORY     - Date     Condition        Report By
 NN0153  HISTORY     - 1900     MONUMENTED       CGS
 NN0153  HISTORY     - 1946     MARK NOT FOUND   CGS
 NN0153
 NN0153                          STATION DESCRIPTION
 NN0153
 NN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0153'AT ORCHARD.
 NN0153'AT ORCHARD, ANTELOPE COUNTY, 64 YARDS EAST OF THE CHICAGO,
 NN0153'BURLINGTON AND QUINCY RAILROAD STATION, 27 FEET SOUTH OF THE
 NN0153'SIDING, AND 17 FEET NORTH OF THE MAIN TRACK.  THE BOTTOM OF A
 NN0153'SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NN0153'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0119 ***********************************************************************
 NO0119  DESIGNATION -  J 20
 NO0119  PID         -  NO0119
 NO0119  STATE/COUNTY-  NE/CHERRY
 NO0119  COUNTRY     -  US
 NO0119  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0119
 NO0119                         *CURRENT SURVEY CONTROL
 NO0119  ______________________________________________________________________
 NO0119* NAD 83(1986) POSITION- 42 52 34.37   (N) 100 32 47.91   (W)   HD_HELD1
 NO0119* NAVD 88 ORTHO HEIGHT -   786.372 (meters)     2579.96  (feet) ADJUSTED
 NO0119  ______________________________________________________________________
 NO0119  GEOID HEIGHT    -        -21.897 (meters)                     GEOID18
 NO0119  DYNAMIC HEIGHT  -        786.059 (meters)     2578.93  (feet) COMP
 NO0119  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 NO0119
 NO0119  VERT ORDER      -  FIRST     CLASS II
 NO0119
 NO0119.The horizontal coordinates were determined by differentially corrected
 NO0119.hand held GPS observations or other comparable positioning techniques
 NO0119.and have an estimated accuracy of +/- 3 meters.
 NO0119
 NO0119.The orthometric height was determined by differential leveling and
 NO0119.adjusted by the NATIONAL GEODETIC SURVEY
 NO0119.in June 1991.
 NO0119
 NO0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0119.GEOID18 height accuracy estimate available here.
 NO0119
 NO0119.Click photographs - Photos may exist for this station.
 NO0119
 NO0119.The dynamic height is computed by dividing the NAVD 88
 NO0119.geopotential number by the normal gravity value computed on the
 NO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0119.degrees latitude (g = 980.6199 gals.).
 NO0119
 NO0119.The modeled gravity was interpolated from observed gravity values.
 NO0119
 NO0119;                    North         East    Units  Estimated Accuracy
 NO0119;SPC NE       -   338,011.2     455,339.7     MT  (+/- 3 meters HH1 GPS) 
 NO0119
 NO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7368148228(NAD 83)
 NO0119
 NO0119                          SUPERSEDED SURVEY CONTROL
 NO0119
 NO0119  NGVD 29 (??/??/92)  786.084  (m)         2579.01   (f) ADJ UNCH    1 2
 NO0119
 NO0119.Superseded values are not recommended for survey control.
 NO0119
 NO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0119.See file dsdata.pdf to determine how the superseded data were derived.
 NO0119
 NO0119_MARKER: DB = BENCH MARK DISK
 NO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0119_STAMPING: J 20 1933 2579.011
 NO0119_MARK LOGO: CGS
 NO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0119+STABILITY: SURFACE MOTION
 NO0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0119+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0119
 NO0119  HISTORY     - Date     Condition        Report By
 NO0119  HISTORY     - 1933     MONUMENTED       CGS
 NO0119  HISTORY     - 1957     GOOD             CGS
 NO0119  HISTORY     - 19910803 GOOD             NGS
 NO0119
 NO0119                          STATION DESCRIPTION
 NO0119
 NO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0119'AT VALENTINE.
 NO0119'AT VALENTINE, IN SECTION 31, T. 34 N., R. 27 W., AT THE SOUTHWEST
 NO0119'CORNER OF THE INTERSECTION OF EAST FOURTH STREET AND NORTH RAY
 NO0119'STREET, AT THE NORTHEAST CORNER OF THE HIGH SCHOOL GROUNDS, 113
 NO0119'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY
 NO0119'OF THREE SCHOOL BUILDINGS, 43 FEET SOUTH OF THE CENTER LINE OF
 NO0119'EAST FOURTH, 35 FEET WEST OF THE CENTER LINE OF NORTH RAY STREET,
 NO0119'57 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE STREETS,
 NO0119'2 1/2 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 2 1/2 FEET WEST
 NO0119'OF THE WEST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALKS
 NO0119'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 NO0119
 NO0119                          STATION RECOVERY (1991)
 NO0119
 NO0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0119'IN VALENTINE, AT 323 RAY STREET, 12.6 M (41.3 FT) SOUTH OF AND LEVEL
 NO0119'WITH THE CENTER OF 4TH STREET, 10.5 M (34.4 FT) WEST OF THE CENTER OF
 NO0119'RAY STREET, 9.1 M (29.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 NO0119'HOUSE AT 323 RAY STREET, 5.4 M (17.7 FT) SOUTHWEST OF UTILITY LIGHT
 NO0119'POLE NUMBER 14456000, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 NO0119'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0121 ***********************************************************************
 NO0121  DESIGNATION -  J 20 X
 NO0121  PID         -  NO0121
 NO0121  STATE/COUNTY-  NE/CHERRY
 NO0121  COUNTRY     -  US
 NO0121  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0121
 NO0121                         *CURRENT SURVEY CONTROL
 NO0121  ______________________________________________________________________
 NO0121* NAD 83(1986) POSITION- 42 52 55.     (N) 100 32 00.     (W)   SCALED
 NO0121* NAVD 88 ORTHO HEIGHT -   782.714 (meters)     2567.95  (feet) ADJUSTED
 NO0121  ______________________________________________________________________
 NO0121  GEOID HEIGHT    -        -21.945 (meters)                     GEOID18
 NO0121  DYNAMIC HEIGHT  -        782.403 (meters)     2566.93  (feet) COMP
 NO0121  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 NO0121
 NO0121  VERT ORDER      -  FIRST     CLASS II
 NO0121
 NO0121.The horizontal coordinates were scaled from a map and have
 NO0121.an estimated accuracy of +/- 6 seconds.
 NO0121
 NO0121.The orthometric height was determined by differential leveling and
 NO0121.adjusted by the NATIONAL GEODETIC SURVEY
 NO0121.in June 1991.
 NO0121
 NO0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0121.GEOID18 height accuracy estimate available here.
 NO0121
 NO0121.Click photographs - Photos may exist for this station.
 NO0121
 NO0121.The dynamic height is computed by dividing the NAVD 88
 NO0121.geopotential number by the normal gravity value computed on the
 NO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0121.degrees latitude (g = 980.6199 gals.).
 NO0121
 NO0121.The modeled gravity was interpolated from observed gravity values.
 NO0121
 NO0121;                    North         East    Units  Estimated Accuracy
 NO0121;SPC NE       -   338,640.      456,430.      MT  (+/- 180 meters Scaled)
 NO0121
 NO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN747488(NAD 83)
 NO0121
 NO0121                          SUPERSEDED SURVEY CONTROL
 NO0121
 NO0121  NGVD 29 (??/??/92)  782.429  (m)         2567.02   (f) ADJ UNCH    1 2
 NO0121
 NO0121.Superseded values are not recommended for survey control.
 NO0121
 NO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0121.See file dsdata.pdf to determine how the superseded data were derived.
 NO0121
 NO0121_MARKER: DB = BENCH MARK DISK
 NO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0121_STAMPING: J 20 X 1957
 NO0121_MARK LOGO: CGS
 NO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0121+STABILITY: SURFACE MOTION
 NO0121
 NO0121  HISTORY     - Date     Condition        Report By
 NO0121  HISTORY     - 1957     MONUMENTED       CGS
 NO0121  HISTORY     - 19910803 MARK NOT FOUND   NGS
 NO0121
 NO0121                          STATION DESCRIPTION
 NO0121
 NO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0121'0.9 MI E FROM VALENTINE.
 NO0121'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 NO0121'AT VALENTINE, AT THE JUNCTION OF A ROAD LEADING NORTH TO THE FISH
 NO0121'HATCHERY, 93 FEET NORTH OF THE CNETER OF THE JUNCTION, 55 FEET
 NO0121'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 NO0121'THE CENTER LINE OF THE ROAD NORTH, 4 FEET SOUTH OF THE CENTER POST
 NO0121'OF A SIGN BOARD AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 NO0121'INCHES.
 NO0121
 NO0121                          STATION RECOVERY (1991)
 NO0121
 NO0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0121'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0755 ***********************************************************************
 LH0755  DESIGNATION -  J 200
 LH0755  PID         -  LH0755
 LH0755  STATE/COUNTY-  NE/FURNAS
 LH0755  COUNTRY     -  US
 LH0755  USGS QUAD   -  HENDLEY (2017)
 LH0755
 LH0755                         *CURRENT SURVEY CONTROL
 LH0755  ______________________________________________________________________
 LH0755* NAD 83(1986) POSITION- 40 07 36.     (N) 099 55 52.     (W)   SCALED
 LH0755* NAVD 88 ORTHO HEIGHT -   675.683 (meters)     2216.80  (feet) ADJUSTED
 LH0755  ______________________________________________________________________
 LH0755  GEOID HEIGHT    -        -24.594 (meters)                     GEOID18
 LH0755  DYNAMIC HEIGHT  -        675.247 (meters)     2215.37  (feet) COMP
 LH0755  MODELED GRAVITY -    979,958.9   (mgal)                       NAVD 88
 LH0755
 LH0755  VERT ORDER      -  SECOND    CLASS 0
 LH0755
 LH0755.The horizontal coordinates were scaled from a map and have
 LH0755.an estimated accuracy of +/- 6 seconds.
 LH0755
 LH0755.The orthometric height was determined by differential leveling and
 LH0755.adjusted by the NATIONAL GEODETIC SURVEY
 LH0755.in June 1991.
 LH0755
 LH0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0755.GEOID18 height accuracy estimate available here.
 LH0755
 LH0755.Click photographs - Photos may exist for this station.
 LH0755
 LH0755.The dynamic height is computed by dividing the NAVD 88
 LH0755.geopotential number by the normal gravity value computed on the
 LH0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0755.degrees latitude (g = 980.6199 gals.).
 LH0755
 LH0755.The modeled gravity was interpolated from observed gravity values.
 LH0755
 LH0755;                    North         East    Units  Estimated Accuracy
 LH0755;SPC NE       -    32,570.      505,870.      MT  (+/- 180 meters Scaled)
 LH0755
 LH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK206422(NAD 83)
 LH0755
 LH0755                          SUPERSEDED SURVEY CONTROL
 LH0755
 LH0755  NGVD 29 (??/??/92)  675.416  (m)         2215.93   (f) ADJ UNCH    2 0
 LH0755
 LH0755.Superseded values are not recommended for survey control.
 LH0755
 LH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0755.See file dsdata.pdf to determine how the superseded data were derived.
 LH0755
 LH0755_MARKER: DB = BENCH MARK DISK
 LH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0755_STAMPING: J 200 1934
 LH0755_MARK LOGO: CGS
 LH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0755+STABILITY: SURFACE MOTION
 LH0755
 LH0755  HISTORY     - Date     Condition        Report By
 LH0755  HISTORY     - 1934     MONUMENTED       CGS
 LH0755  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0755
 LH0755                          STATION DESCRIPTION
 LH0755
 LH0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0755'2.1 MI E FROM HENDLEY.
 LH0755'ABOUT 2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0755'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LH0755'4 POLES WEST OF MILEPOST 26, ABOUT 140 FEET NORTH OF THE
 LH0755'TRESTLE AT MILEAGE 26.14, AT A ROAD CROSSING, ON THE SOUTH
 LH0755'SLOPE OF A HILL, AND 25 FEET WEST OF THE CENTER LINE OF THE
 LH0755'ROAD.  A STANDARD DISK, STAMPED J 200 1934 AND SET IN THE TOP
 LH0755'OF A CONCRETE POST.
 LH0755
 LH0755                          STATION RECOVERY (1986)
 LH0755
 LH0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0755'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0341 ***********************************************************************
 LH0341  DESIGNATION -  J 201
 LH0341  PID         -  LH0341
 LH0341  STATE/COUNTY-  NE/FRANKLIN
 LH0341  COUNTRY     -  US
 LH0341  USGS QUAD   -  FRANKLIN (2017)
 LH0341
 LH0341                         *CURRENT SURVEY CONTROL
 LH0341  ______________________________________________________________________
 LH0341* NAD 83(1986) POSITION- 40 02 46.     (N) 098 56 01.     (W)   SCALED
 LH0341* NAVD 88 ORTHO HEIGHT -   596.795 (meters)     1957.98  (feet) ADJUSTED
 LH0341  ______________________________________________________________________
 LH0341  GEOID HEIGHT    -        -25.707 (meters)                     GEOID18
 LH0341  DYNAMIC HEIGHT  -        596.418 (meters)     1956.75  (feet) COMP
 LH0341  MODELED GRAVITY -    979,975.4   (mgal)                       NAVD 88
 LH0341
 LH0341  VERT ORDER      -  SECOND    CLASS 0
 LH0341
 LH0341.The horizontal coordinates were scaled from a map and have
 LH0341.an estimated accuracy of +/- 6 seconds.
 LH0341
 LH0341.The orthometric height was determined by differential leveling and
 LH0341.adjusted by the NATIONAL GEODETIC SURVEY
 LH0341.in June 1991.
 LH0341
 LH0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0341.GEOID18 height accuracy estimate available here.
 LH0341
 LH0341.Click photographs - Photos may exist for this station.
 LH0341
 LH0341.The dynamic height is computed by dividing the NAVD 88
 LH0341.geopotential number by the normal gravity value computed on the
 LH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0341.degrees latitude (g = 980.6199 gals.).
 LH0341
 LH0341.The modeled gravity was interpolated from observed gravity values.
 LH0341
 LH0341;                    North         East    Units  Estimated Accuracy
 LH0341;SPC NE       -    24,190.      591,000.      MT  (+/- 180 meters Scaled)
 LH0341
 LH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK056328(NAD 83)
 LH0341
 LH0341                          SUPERSEDED SURVEY CONTROL
 LH0341
 LH0341  NGVD 29 (??/??/92)  596.556  (m)         1957.20   (f) ADJ UNCH    2 0
 LH0341
 LH0341.Superseded values are not recommended for survey control.
 LH0341
 LH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0341.See file dsdata.pdf to determine how the superseded data were derived.
 LH0341
 LH0341_MARKER: DD = SURVEY DISK
 LH0341_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0341_STAMPING: J 201 1934
 LH0341_MARK LOGO: CGS+SS
 LH0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0341
 LH0341  HISTORY     - Date     Condition        Report By
 LH0341  HISTORY     - 1934     MONUMENTED       NEGS
 LH0341
 LH0341                          STATION DESCRIPTION
 LH0341
 LH0341'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1934 (WJT)
 LH0341'3.2 MI S FROM FRANKLIN.
 LH0341'3.2 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0341'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0341'COUNTY, AT THE SOUTH END OF A CUT AND THE NORTH END OF A FILL,
 LH0341'100 FEET NORTH OF A ROAD INTERSECTION, AND 42 FEET WEST OF THE
 LH0341'CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 LH0341'STAMPED J 201 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0045 ***********************************************************************
 ML0045  DESIGNATION -  J 206
 ML0045  PID         -  ML0045
 ML0045  STATE/COUNTY-  NE/BOONE
 ML0045  COUNTRY     -  US
 ML0045  USGS QUAD   -  ALBION WEST (2017)
 ML0045
 ML0045                         *CURRENT SURVEY CONTROL
 ML0045  ______________________________________________________________________
 ML0045* NAD 83(1986) POSITION- 41 41 31.4    (N) 098 00 00.5    (W)   HD_HELD2
 ML0045* NAVD 88 ORTHO HEIGHT -   534.961 (meters)     1755.12  (feet) ADJUSTED
 ML0045  ______________________________________________________________________
 ML0045  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 ML0045  DYNAMIC HEIGHT  -        534.727 (meters)     1754.35  (feet) COMP
 ML0045  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 ML0045
 ML0045  VERT ORDER      -  SECOND    CLASS 0
 ML0045
 ML0045.The horizontal coordinates were established by autonomous hand held GPS
 ML0045.observations and have an estimated accuracy of +/- 10 meters.
 ML0045
 ML0045.The orthometric height was determined by differential leveling and
 ML0045.adjusted by the NATIONAL GEODETIC SURVEY
 ML0045.in June 1991.
 ML0045
 ML0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0045.GEOID18 height accuracy estimate available here.
 ML0045
 ML0045.Click photographs - Photos may exist for this station.
 ML0045
 ML0045.The dynamic height is computed by dividing the NAVD 88
 ML0045.geopotential number by the normal gravity value computed on the
 ML0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0045.degrees latitude (g = 980.6199 gals.).
 ML0045
 ML0045.The modeled gravity was interpolated from observed gravity values.
 ML0045
 ML0045;                    North         East    Units  Estimated Accuracy
 ML0045;SPC NE       -   208,290.      666,416.      MT  (+/- 10 meters HH2 GPS)
 ML0045
 ML0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8320416069(NAD 83)
 ML0045
 ML0045                          SUPERSEDED SURVEY CONTROL
 ML0045
 ML0045  NGVD 29 (??/??/92)  534.749  (m)         1754.42   (f) ADJ UNCH    2 0
 ML0045
 ML0045.Superseded values are not recommended for survey control.
 ML0045
 ML0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0045.See file dsdata.pdf to determine how the superseded data were derived.
 ML0045
 ML0045_MARKER: DB = BENCH MARK DISK
 ML0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0045_SP_SET: WALL
 ML0045_STAMPING: J 206 1939
 ML0045_MARK LOGO: CGS
 ML0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0045+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 ML0045
 ML0045  HISTORY     - Date     Condition        Report By
 ML0045  HISTORY     - 1939     MONUMENTED       CGS
 ML0045  HISTORY     - 20081027 GOOD             NEDR
 ML0045
 ML0045                          STATION DESCRIPTION
 ML0045
 ML0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0045'AT ALBION.
 ML0045'AT ALBION, BOONE COUNTY, AT THE POST OFFICE, IN THE NORTH BRICK
 ML0045'WALL, 21 FEET EAST OF THE MAIN ENTRANCE, 10 FEET WEST OF THE
 ML0045'NORTHEAST CORNER OF THE BUILDING, AND 4 FEET ABOVE THE GROUND.  A
 ML0045'STANDARD DISK, STAMPED J 206 1939 AND SET VERTICALLY.
 ML0045
 ML0045                          STATION RECOVERY (2008)
 ML0045
 ML0045'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (MM)
 ML0045'COULD NOT HIT IT'S ELEVATION WHEN USING 33 RDS 1950 FROM GEOLOGICAL
 ML0045'SURVEY AND L-206 ML0035 FROM NGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0828 ***********************************************************************
 LH0828  DESIGNATION -  J 207 RESET
 LH0828  PID         -  LH0828
 LH0828  STATE/COUNTY-  NE/DAWSON
 LH0828  COUNTRY     -  US
 LH0828  USGS QUAD   -  BUFFALO (2017)
 LH0828
 LH0828                         *CURRENT SURVEY CONTROL
 LH0828  ______________________________________________________________________
 LH0828* NAD 83(1986) POSITION- 40 56 43.     (N) 099 45 08.     (W)   SCALED
 LH0828* NAVD 88 ORTHO HEIGHT -   784.42  (meters)     2573.6   (feet) RESET
 LH0828  ______________________________________________________________________
 LH0828  GEOID HEIGHT    -        -23.486 (meters)                     GEOID18
 LH0828  VERT ORDER      -  THIRD
 LH0828
 LH0828.The horizontal coordinates were scaled from a map and have
 LH0828.an estimated accuracy of +/- 6 seconds.
 LH0828
 LH0828.The orthometric height was computed from unverified reset data.
 LH0828
 LH0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0828.GEOID18 height accuracy estimate available here.
 LH0828
 LH0828.Click photographs - Photos may exist for this station.
 LH0828
 LH0828;                    North         East    Units  Estimated Accuracy
 LH0828;SPC NE       -   123,490.      520,860.      MT  (+/- 180 meters Scaled)
 LH0828
 LH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML366329(NAD 83)
 LH0828
 LH0828                          SUPERSEDED SURVEY CONTROL
 LH0828
 LH0828  NGVD 29 (??/??/??)  784.12   (m)         2572.6    (f) RESET       3  
 LH0828
 LH0828.Superseded values are not recommended for survey control.
 LH0828
 LH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0828.See file dsdata.pdf to determine how the superseded data were derived.
 LH0828
 LH0828_MARKER: DB = BENCH MARK DISK
 LH0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0828_STAMPING: J 207 RESET 1968
 LH0828_MARK LOGO: CGS
 LH0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0828+STABILITY: SURFACE MOTION
 LH0828
 LH0828  HISTORY     - Date     Condition        Report By
 LH0828  HISTORY     - 1968     MONUMENTED       LOCSUR
 LH0828
 LH0828                          STATION DESCRIPTION
 LH0828
 LH0828'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 LH0828'11.7 MI N FROM LEXINGTON.
 LH0828'11.7 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE
 LH0828'AT LEXINGTON, 121 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0828'135 FEET FROM THE CENTER LINE OF A 4 FOOT PIPE CULVERT,
 LH0828'1 FOOT WEST OF A FENCE LINE, BELIEVED TO BE SET IN THE
 LH0828'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0021 ***********************************************************************
 LG0021  DESIGNATION -  J 208
 LG0021  PID         -  LG0021
 LG0021  STATE/COUNTY-  NE/OTOE
 LG0021  COUNTRY     -  US
 LG0021  USGS QUAD   -  SYRACUSE (2017)
 LG0021
 LG0021                         *CURRENT SURVEY CONTROL
 LG0021  ______________________________________________________________________
 LG0021* NAD 83(1986) POSITION- 40 40 13.99   (N) 096 14 14.16   (W)   HD_HELD1
 LG0021* NAVD 88 ORTHO HEIGHT -   322.960 (meters)     1059.58  (feet) ADJUSTED
 LG0021  ______________________________________________________________________
 LG0021  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 LG0021  DYNAMIC HEIGHT  -        322.804 (meters)     1059.07  (feet) COMP
 LG0021  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 LG0021
 LG0021  VERT ORDER      -  FIRST     CLASS II
 LG0021
 LG0021.The horizontal coordinates were determined by differentially corrected
 LG0021.hand held GPS observations or other comparable positioning techniques
 LG0021.and have an estimated accuracy of +/- 3 meters.
 LG0021
 LG0021.The orthometric height was determined by differential leveling and
 LG0021.adjusted by the NATIONAL GEODETIC SURVEY
 LG0021.in May 1993.
 LG0021
 LG0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0021.GEOID18 height accuracy estimate available here.
 LG0021
 LG0021.Click photographs - Photos may exist for this station.
 LG0021
 LG0021.The dynamic height is computed by dividing the NAVD 88
 LG0021.geopotential number by the normal gravity value computed on the
 LG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0021.degrees latitude (g = 980.6199 gals.).
 LG0021
 LG0021.The modeled gravity was interpolated from observed gravity values.
 LG0021
 LG0021;                    North         East    Units  Estimated Accuracy
 LG0021;SPC NE       -    99,875.8     817,973.8     MT  (+/- 3 meters HH1 GPS) 
 LG0021
 LG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3351605856(NAD 83)
 LG0021
 LG0021                          SUPERSEDED SURVEY CONTROL
 LG0021
 LG0021  NAVD 88 (06/15/91)  322.978  (m)         1059.64   (f) SUPERSEDED  1 2
 LG0021  NGVD 29 (??/??/92)  322.871  (m)         1059.29   (f) ADJ UNCH    1 2
 LG0021
 LG0021.Superseded values are not recommended for survey control.
 LG0021
 LG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0021.See file dsdata.pdf to determine how the superseded data were derived.
 LG0021
 LG0021_MARKER: DB = BENCH MARK DISK
 LG0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0021_SP_SET: BOX CULVERT HEADWALL
 LG0021_STAMPING: J 208 1940
 LG0021_MARK LOGO: CGS
 LG0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0021+STABILITY: SURFACE MOTION
 LG0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0021+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 LG0021
 LG0021  HISTORY     - Date     Condition        Report By
 LG0021  HISTORY     - 1940     MONUMENTED       CGS
 LG0021  HISTORY     - 19911023 GOOD             NGS
 LG0021  HISTORY     - 20200915 GOOD             NEGS
 LG0021
 LG0021                          STATION DESCRIPTION
 LG0021
 LG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0021'2 MI E FROM UNADILLA.
 LG0021'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0021'FROM THE STATION AT UNADILLA, OTOE COUNTY, AT RAILROAD BRIDGE
 LG0021'30.25, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, 28 FEET
 LG0021'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT AN 8-FOOT CONCRETE
 LG0021'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE EAST END OF THE
 LG0021'SOUTH HEADWALL.  A STANDARD DISK, STAMPED J 208 1940.
 LG0021
 LG0021                          STATION RECOVERY (1991)
 LG0021
 LG0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0021'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0021'STATE HIGHWAY 50 IN SYRACUSE, THENCE 4.7 KM (2.90 MI) WESTERLY ALONG
 LG0021'17TH STREET (OLD STATE HIGHWAY 2), IN TOP OF AND 0.2 M (0.7 FT) WEST
 LG0021'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 78.0
 LG0021'M (255.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 17.8 M (58.4 FT)
 LG0021'NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 6.8 M
 LG0021'(22.3 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.9 M (3.0 FT) BELOW THE
 LG0021'LEVEL OF THE ROAD.
 LG0021
 LG0021                          STATION RECOVERY (2020)
 LG0021
 LG0021'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0021'TO REACH FROM THE INTERSECTION OF MAIN STREET AND D STREET IN THE
 LG0021'SOUTHEAST CORNER OF UNADILLA, NE., GO SOUTHEAST ON MAIN (COUNTY ROAD
 LG0021'I) FOR 1.78 MI (2.86 KM) TO A CULVERT THAT RUNS UNDER COUNTY ROAD I.
 LG0021'THE MARK IS ON THE SOUTH SIDE OF THE ROAD IN THE SOUTHEAST END OF A
 LG0021'CONCRETE HEADWALL.
 LG0021'
 LG0021'THE MARK IS 23.6 FT (7.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 LG0021'COUNTY ROAD I, 0.68 FT (21 CM) EAST FROM THE SOUTHEAST EDGE OF THE
 LG0021'SOUTHEAST END OF THE HEADWALL AND APPROXIMATELY 240 FT (73.2 M)
 LG0021'NORTHWEST OF THE CENTERLINE OF NORTH 24TH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0233 ***********************************************************************
 NO0233  DESIGNATION -  J 21
 NO0233  PID         -  NO0233
 NO0233  STATE/COUNTY-  NE/CHERRY
 NO0233  COUNTRY     -  US
 NO0233  USGS QUAD   -  BRUSH HILL (2017)
 NO0233
 NO0233                         *CURRENT SURVEY CONTROL
 NO0233  ______________________________________________________________________
 NO0233* NAD 83(1986) POSITION- 42 25 06.     (N) 101 01 11.     (W)   SCALED
 NO0233* NAVD 88 ORTHO HEIGHT -   956.303 (meters)     3137.47  (feet) ADJUSTED
 NO0233  ______________________________________________________________________
 NO0233  GEOID HEIGHT    -        -20.448 (meters)                     GEOID18
 NO0233  DYNAMIC HEIGHT  -        955.855 (meters)     3136.00  (feet) COMP
 NO0233  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 NO0233
 NO0233  VERT ORDER      -  FIRST     CLASS II
 NO0233
 NO0233.The horizontal coordinates were scaled from a map and have
 NO0233.an estimated accuracy of +/- 6 seconds.
 NO0233
 NO0233.The orthometric height was determined by differential leveling and
 NO0233.adjusted by the NATIONAL GEODETIC SURVEY
 NO0233.in June 1991.
 NO0233
 NO0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0233.GEOID18 height accuracy estimate available here.
 NO0233
 NO0233.Click photographs - Photos may exist for this station.
 NO0233
 NO0233.The dynamic height is computed by dividing the NAVD 88
 NO0233.geopotential number by the normal gravity value computed on the
 NO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0233.degrees latitude (g = 980.6199 gals.).
 NO0233
 NO0233.The modeled gravity was interpolated from observed gravity values.
 NO0233
 NO0233;                    North         East    Units  Estimated Accuracy
 NO0233;SPC NE       -   287,510.      416,090.      MT  (+/- 180 meters Scaled)
 NO0233
 NO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM338982(NAD 83)
 NO0233
 NO0233                          SUPERSEDED SURVEY CONTROL
 NO0233
 NO0233  NGVD 29 (??/??/92)  955.993  (m)         3136.45   (f) ADJ UNCH    1 2
 NO0233
 NO0233.Superseded values are not recommended for survey control.
 NO0233
 NO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0233.See file dsdata.pdf to determine how the superseded data were derived.
 NO0233
 NO0233_MARKER: DB = BENCH MARK DISK
 NO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0233_STAMPING: 3136.454 J 21 1933
 NO0233_MARK LOGO: CGS
 NO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0233+STABILITY: SURFACE MOTION
 NO0233
 NO0233  HISTORY     - Date     Condition        Report By
 NO0233  HISTORY     - 1933     MONUMENTED       CGS
 NO0233  HISTORY     - 1934     GOOD             CGS
 NO0233  HISTORY     - 1983     MARK NOT FOUND
 NO0233  HISTORY     - 19850812 MARK NOT FOUND   USPSQD
 NO0233  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0233
 NO0233                          STATION DESCRIPTION
 NO0233
 NO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0233'27.5 MI N FROM MULLEN.
 NO0233'IN CHERRY COUNTY, 27.5 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0233'HOOKER COUNTY, AT A QUARTER-SECTION LINE, ABOUT 300 FEET SOUTHWEST
 NO0233'OF THE F.P. COATS WHITE RANCHHOUSE, 50 FEET NORTH OF THE
 NO0233'CENTERLINE OF THE ROAD, AND 20 FEET NORTH OF A FENCE CORNER.
 NO0233'A STANDARD DISK, STAMPED 3136.454 J 21 1933 AND SET IN THE TOP OF
 NO0233'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  ABOUT 51.1 MI
 NO0233'SW FROM THE COURTHOUSE AT VALENTINE, CHERRY CO.
 NO0233
 NO0233                          STATION RECOVERY (1934)
 NO0233
 NO0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0233'RECOVERED IN GOOD CONDITION.
 NO0233
 NO0233                          STATION RECOVERY (1983)
 NO0233
 NO0233'RECOVERED 1983
 NO0233'MARK NOT FOUND.
 NO0233
 NO0233                          STATION RECOVERY (1985)
 NO0233
 NO0233'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLK)
 NO0233'MARK NOT FOUND.
 NO0233
 NO0233                          STATION RECOVERY (1991)
 NO0233
 NO0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0233'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1226 ***********************************************************************
 MK1226  DESIGNATION -  J 210
 MK1226  PID         -  MK1226
 MK1226  STATE/COUNTY-  NE/PLATTE
 MK1226  COUNTRY     -  US
 MK1226  USGS QUAD   -  DUNCAN (2017)
 MK1226
 MK1226                         *CURRENT SURVEY CONTROL
 MK1226  ______________________________________________________________________
 MK1226* NAD 83(1986) POSITION- 41 25 28.     (N) 097 24 24.     (W)   SCALED
 MK1226* NAVD 88 ORTHO HEIGHT -   443.034 (meters)     1453.52  (feet) ADJUSTED
 MK1226  ______________________________________________________________________
 MK1226  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 MK1226  DYNAMIC HEIGHT  -        442.840 (meters)     1452.88  (feet) COMP
 MK1226  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 MK1226
 MK1226  VERT ORDER      -  FIRST     CLASS II
 MK1226
 MK1226.The horizontal coordinates were scaled from a map and have
 MK1226.an estimated accuracy of +/- 6 seconds.
 MK1226
 MK1226.The orthometric height was determined by differential leveling and
 MK1226.adjusted by the NATIONAL GEODETIC SURVEY
 MK1226.in June 1991.
 MK1226
 MK1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1226.GEOID18 height accuracy estimate available here.
 MK1226
 MK1226.Click photographs - Photos may exist for this station.
 MK1226
 MK1226.The dynamic height is computed by dividing the NAVD 88
 MK1226.geopotential number by the normal gravity value computed on the
 MK1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1226.degrees latitude (g = 980.6199 gals.).
 MK1226
 MK1226.The modeled gravity was interpolated from observed gravity values.
 MK1226
 MK1226;                    North         East    Units  Estimated Accuracy
 MK1226;SPC NE       -   179,900.      716,680.      MT  (+/- 180 meters Scaled)
 MK1226
 MK1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL331871(NAD 83)
 MK1226
 MK1226                          SUPERSEDED SURVEY CONTROL
 MK1226
 MK1226  NGVD 29 (??/??/92)  442.845  (m)         1452.90   (f) ADJ UNCH    1 2
 MK1226
 MK1226.Superseded values are not recommended for survey control.
 MK1226
 MK1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1226.See file dsdata.pdf to determine how the superseded data were derived.
 MK1226
 MK1226_MARKER: DB = BENCH MARK DISK
 MK1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1226_STAMPING: J 210 1940
 MK1226_MARK LOGO: CGS
 MK1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1226+STABILITY: SURFACE MOTION
 MK1226
 MK1226  HISTORY     - Date     Condition        Report By
 MK1226  HISTORY     - 1940     MONUMENTED       CGS
 MK1226
 MK1226                          STATION DESCRIPTION
 MK1226
 MK1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1226'2.5 MI W FROM COLUMBUS.
 MK1226'ON THE RIGHT-OF-WAY OF UNION PACIFIC RAILROAD.  90 FEET WEST
 MK1226'OF MILE POST NO. 87.  88 FEET SOUTH OF CENTER LINE OF MAIN TRACK.
 MK1226'8.0 FEET EAST OF FIRST TELEPHONE POLE WEST OF MILE POST NO. 87.
 MK1226'3.3 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 1.8
 MK1226'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1385 ***********************************************************************
 MK1385  DESIGNATION -  J 211
 MK1385  PID         -  MK1385
 MK1385  STATE/COUNTY-  NE/MERRICK
 MK1385  COUNTRY     -  US
 MK1385  USGS QUAD   -  SILVER CREEK (2017)
 MK1385
 MK1385                         *CURRENT SURVEY CONTROL
 MK1385  ______________________________________________________________________
 MK1385* NAD 83(1986) POSITION- 41 16 30.     (N) 097 44 12.     (W)   SCALED
 MK1385* NAVD 88 ORTHO HEIGHT -   480.317 (meters)     1575.84  (feet) ADJUSTED
 MK1385  ______________________________________________________________________
 MK1385  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 MK1385  DYNAMIC HEIGHT  -        480.091 (meters)     1575.10  (feet) COMP
 MK1385  MODELED GRAVITY -    980,138.2   (mgal)                       NAVD 88
 MK1385
 MK1385  VERT ORDER      -  FIRST     CLASS II
 MK1385
 MK1385.The horizontal coordinates were scaled from a map and have
 MK1385.an estimated accuracy of +/- 6 seconds.
 MK1385
 MK1385.The orthometric height was determined by differential leveling and
 MK1385.adjusted by the NATIONAL GEODETIC SURVEY
 MK1385.in June 1991.
 MK1385
 MK1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1385.GEOID18 height accuracy estimate available here.
 MK1385
 MK1385.Click photographs - Photos may exist for this station.
 MK1385
 MK1385.The dynamic height is computed by dividing the NAVD 88
 MK1385.geopotential number by the normal gravity value computed on the
 MK1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1385.degrees latitude (g = 980.6199 gals.).
 MK1385
 MK1385.The modeled gravity was interpolated from observed gravity values.
 MK1385
 MK1385;                    North         East    Units  Estimated Accuracy
 MK1385;SPC NE       -   162,540.      689,550.      MT  (+/- 180 meters Scaled)
 MK1385
 MK1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL058700(NAD 83)
 MK1385
 MK1385                          SUPERSEDED SURVEY CONTROL
 MK1385
 MK1385  NGVD 29 (??/??/92)  480.113  (m)         1575.17   (f) ADJ UNCH    1 2
 MK1385
 MK1385.Superseded values are not recommended for survey control.
 MK1385
 MK1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1385.See file dsdata.pdf to determine how the superseded data were derived.
 MK1385
 MK1385_MARKER: DB = BENCH MARK DISK
 MK1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1385_STAMPING: J 211 1940
 MK1385_MARK LOGO: CGS
 MK1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1385+STABILITY: SURFACE MOTION
 MK1385
 MK1385  HISTORY     - Date     Condition        Report By
 MK1385  HISTORY     - 1940     MONUMENTED       CGS
 MK1385
 MK1385                          STATION DESCRIPTION
 MK1385
 MK1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1385'1 MI NE FROM HAVENS.
 MK1385'1.0 MILE NORTHEAST ALONG UNION PACIFIC RR. FROM STATION SIGN AT
 MK1385'HAVENS.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1385'NO. 30, 54 FEET NORTH OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1385'CENTERLINE OF SOUTH MAIN TRACK, 42 FEET NORTHEAST OF MILEPOST
 MK1385'NO. 107, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1385'PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1225 ***********************************************************************
 NM1225  DESIGNATION -  J 212
 NM1225  PID         -  NM1225
 NM1225  STATE/COUNTY-  NE/MADISON
 NM1225  COUNTRY     -  US
 NM1225  USGS QUAD   -  NORFOLK (2017)
 NM1225
 NM1225                         *CURRENT SURVEY CONTROL
 NM1225  ______________________________________________________________________
 NM1225* NAD 83(1986) POSITION- 42 00 51.     (N) 097 25 35.     (W)   SCALED
 NM1225* NAVD 88 ORTHO HEIGHT -   464.109 (meters)     1522.66  (feet) ADJUSTED
 NM1225  ______________________________________________________________________
 NM1225  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 NM1225  DYNAMIC HEIGHT  -        463.927 (meters)     1522.07  (feet) COMP
 NM1225  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 NM1225
 NM1225  VERT ORDER      -  FIRST     CLASS II
 NM1225
 NM1225.The horizontal coordinates were scaled from a map and have
 NM1225.an estimated accuracy of +/- 6 seconds.
 NM1225
 NM1225.The orthometric height was determined by differential leveling and
 NM1225.adjusted by the NATIONAL GEODETIC SURVEY
 NM1225.in June 1991.
 NM1225
 NM1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1225.GEOID18 height accuracy estimate available here.
 NM1225
 NM1225.Click photographs - Photos may exist for this station.
 NM1225
 NM1225.The dynamic height is computed by dividing the NAVD 88
 NM1225.geopotential number by the normal gravity value computed on the
 NM1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1225.degrees latitude (g = 980.6199 gals.).
 NM1225
 NM1225.The modeled gravity was interpolated from observed gravity values.
 NM1225
 NM1225;                    North         East    Units  Estimated Accuracy
 NM1225;SPC NE       -   245,300.      713,080.      MT  (+/- 180 meters Scaled)
 NM1225
 NM1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM302525(NAD 83)
 NM1225
 NM1225                          SUPERSEDED SURVEY CONTROL
 NM1225
 NM1225  NGVD 29 (??/??/92)  463.924  (m)         1522.06   (f) ADJ UNCH    1 2
 NM1225
 NM1225.Superseded values are not recommended for survey control.
 NM1225
 NM1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1225.See file dsdata.pdf to determine how the superseded data were derived.
 NM1225
 NM1225_MARKER: DB = BENCH MARK DISK
 NM1225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM1225_SP_SET: BRIDGE PIER
 NM1225_STAMPING: J 212 1940
 NM1225_MARK LOGO: CGS
 NM1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1225+STABILITY: SURFACE MOTION
 NM1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1225+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1987
 NM1225
 NM1225  HISTORY     - Date     Condition        Report By
 NM1225  HISTORY     - 1940     MONUMENTED       CGS
 NM1225  HISTORY     - 1947     GOOD             CGS
 NM1225  HISTORY     - 1972     GOOD             LOCSUR
 NM1225  HISTORY     - 19870408 GOOD             NEDR
 NM1225
 NM1225                          STATION DESCRIPTION
 NM1225
 NM1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1225'0.8 MI W FROM NORFOLK.
 NM1225'0.8 MI W ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1225'S NORFOLK STATION AT NORFOLK, MADISON COUNTY, AT THE U.S. HIGHWAY
 NM1225'81 OVERPASS, IN THE TOP OF THE SE CORNER OF THE CONCRETE FOUNDATION
 NM1225'FOR THE E ONE OF TWO LARGE STEEL POSTS WHICH ARE ALONG THE N SIDE
 NM1225'OF THE TRACK AND SUPPORT THE OVERPASS, 8.5 FT N OF THE N RAIL OF
 NM1225'THE MAIN TRACK, AND ABOUT 2 FT HIGHER THAN THE GROUND.  A STANDARD
 NM1225'DISK, STAMPED J 212 1940.
 NM1225
 NM1225                          STATION RECOVERY (1947)
 NM1225
 NM1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM1225'RECOVERED IN GOOD CONDITION.
 NM1225
 NM1225                          STATION RECOVERY (1972)
 NM1225
 NM1225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1225'RECOVERED IN GOOD CONDITION.
 NM1225
 NM1225                          STATION RECOVERY (1987)
 NM1225
 NM1225'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987
 NM1225'RECOVERED IN GOOD CONDITION, HOWEVER, THE VIADUCT THE MARK IS IN WILL
 NM1225'BE REPLACED IN 1988 AND THE MARK WILL BE DESTROYED, THEREFORE, BENCH
 NM1225'MARK J 212 RESET WAS ESTABLISHED.  FOR FURTHER DETAILS SEE THE
 NM1225'DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1985 ***********************************************************************
 NM1985  DESIGNATION -  J 212 RESET
 NM1985  PID         -  NM1985
 NM1985  STATE/COUNTY-  NE/MADISON
 NM1985  COUNTRY     -  US
 NM1985  USGS QUAD   -  NORFOLK (2017)
 NM1985
 NM1985                         *CURRENT SURVEY CONTROL
 NM1985  ______________________________________________________________________
 NM1985* NAD 83(1986) POSITION- 42 00 51.     (N) 097 25 35.     (W)   SCALED
 NM1985* NAVD 88 ORTHO HEIGHT -   462.13  (meters)     1516.2   (feet) RESET
 NM1985  ______________________________________________________________________
 NM1985  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 NM1985  VERT ORDER      -  THIRD
 NM1985
 NM1985.The horizontal coordinates were scaled from a map and have
 NM1985.an estimated accuracy of +/- 6 seconds.
 NM1985
 NM1985.The orthometric height was computed from unverified reset data.
 NM1985
 NM1985.No vertical observational check was made to the station.
 NM1985
 NM1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1985.GEOID18 height accuracy estimate available here.
 NM1985
 NM1985.Click photographs - Photos may exist for this station.
 NM1985
 NM1985;                    North         East    Units  Estimated Accuracy
 NM1985;SPC NE       -   245,300.      713,080.      MT  (+/- 180 meters Scaled)
 NM1985
 NM1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM302525(NAD 83)
 NM1985
 NM1985                          SUPERSEDED SURVEY CONTROL
 NM1985
 NM1985  NGVD 29 (01/31/13)  461.95   (m)         1515.6    (f) RESET       3  
 NM1985
 NM1985.Superseded values are not recommended for survey control.
 NM1985
 NM1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1985.See file dsdata.pdf to determine how the superseded data were derived.
 NM1985
 NM1985_MARKER: DV = VERTICAL CONTROL DISK
 NM1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1985_STAMPING: J 212 RESET 1987
 NM1985_MARK LOGO: NGS
 NM1985_PROJECTION: FLUSH
 NM1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1985+STABILITY: SURFACE MOTION
 NM1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1985+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NM1985
 NM1985  HISTORY     - Date     Condition        Report By
 NM1985  HISTORY     - 1987     MONUMENTED       NEDR
 NM1985
 NM1985                          STATION DESCRIPTION
 NM1985
 NM1985'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 NM1985'AT NORFOLK,0.16 KM WEST ALONG THE SOUTH SIDE OF THE CHICAGO
 NM1985'NORTHWESTERN RAILROAD, FROM THE YARD OFFICE OF THE CHICAGO
 NM1985'NORTHWESTERN RAILROAD, TO THE MARK ON THE RIGHT, 14.86 M (48.8 FT)
 NM1985'SOUTH FROM THE CENTERLINE OF THE MAIN LINE RAIL, 23.46 M (77.0 FT)
 NM1985'SOUTHWEST FROM A NAIL IN THE RAIL TIE FOR A SWITCH, 0.75 M (2.5 FT)
 NM1985'NORTH FROM A SURVEY WITNESS SIGN AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1129 ***********************************************************************
 MK1129  DESIGNATION -  J 213
 MK1129  PID         -  MK1129
 MK1129  STATE/COUNTY-  NE/PLATTE
 MK1129  COUNTRY     -  US
 MK1129  USGS QUAD   -  HUMPHREY (2017)
 MK1129
 MK1129                         *CURRENT SURVEY CONTROL
 MK1129  ______________________________________________________________________
 MK1129* NAD 83(1986) POSITION- 41 42 00.     (N) 097 29 04.     (W)   SCALED
 MK1129* NAVD 88 ORTHO HEIGHT -   499.815 (meters)     1639.81  (feet) ADJUSTED
 MK1129  ______________________________________________________________________
 MK1129  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 MK1129  DYNAMIC HEIGHT  -        499.600 (meters)     1639.10  (feet) COMP
 MK1129  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 MK1129
 MK1129  VERT ORDER      -  FIRST     CLASS II
 MK1129
 MK1129.The horizontal coordinates were scaled from a map and have
 MK1129.an estimated accuracy of +/- 6 seconds.
 MK1129
 MK1129.The orthometric height was determined by differential leveling and
 MK1129.adjusted by the NATIONAL GEODETIC SURVEY
 MK1129.in June 1991.
 MK1129
 MK1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1129.GEOID18 height accuracy estimate available here.
 MK1129
 MK1129.Click photographs - Photos may exist for this station.
 MK1129
 MK1129.The dynamic height is computed by dividing the NAVD 88
 MK1129.geopotential number by the normal gravity value computed on the
 MK1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1129.degrees latitude (g = 980.6199 gals.).
 MK1129
 MK1129.The modeled gravity was interpolated from observed gravity values.
 MK1129
 MK1129;                    North         East    Units  Estimated Accuracy
 MK1129;SPC NE       -   210,290.      709,290.      MT  (+/- 180 meters Scaled)
 MK1129
 MK1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM261175(NAD 83)
 MK1129
 MK1129                          SUPERSEDED SURVEY CONTROL
 MK1129
 MK1129  NGVD 29 (??/??/92)  499.622  (m)         1639.18   (f) ADJ UNCH    1 2
 MK1129
 MK1129.Superseded values are not recommended for survey control.
 MK1129
 MK1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1129.See file dsdata.pdf to determine how the superseded data were derived.
 MK1129
 MK1129_MARKER: DB = BENCH MARK DISK
 MK1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1129_SP_SET: BRIDGE
 MK1129_STAMPING: J 213 1940
 MK1129_MARK LOGO: CGS
 MK1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1129
 MK1129  HISTORY     - Date     Condition        Report By
 MK1129  HISTORY     - 1940     MONUMENTED       CGS
 MK1129  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1129
 MK1129                          STATION DESCRIPTION
 MK1129
 MK1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1129'0.6 MI N FROM HUMPHREY.
 MK1129'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO.
 MK1129'81, 125 FEET EAST OF CENTERLINE OF TRACK, 23.0 FEET NORTHEAST
 MK1129'OF CENTER OF INTERSECTION OF EAST-WEST ROAD AND HIGHWAY, 20.0
 MK1129'FEET EAST OF CENTERLINE OF HIGHWAY, 11.0 FEET NORTH OF CENTERLINE
 MK1129'OF EAST-WEST ROAD, B.M. IS SET FLUSH AND HORIZONTALLY IN THE
 MK1129'TOP OF THE NORTHWEST WINGWALL OF CONCRETE BRIDGE ON EAST-WEST
 MK1129'ROAD.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE BRIDGE SERVES
 MK1129'AS LANDMARK.
 MK1129
 MK1129                          STATION RECOVERY (1965)
 MK1129
 MK1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0764 ***********************************************************************
 NP0764  DESIGNATION -  J 214 RESET
 NP0764  PID         -  NP0764
 NP0764  STATE/COUNTY-  NE/BOX BUTTE
 NP0764  COUNTRY     -  US
 NP0764  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0764
 NP0764                         *CURRENT SURVEY CONTROL
 NP0764  ______________________________________________________________________
 NP0764* NAD 83(1986) POSITION- 42 05 41.     (N) 102 51 05.     (W)   SCALED
 NP0764* NAVD 88 ORTHO HEIGHT -  1207.10  (meters)     3960.3   (feet) RESET
 NP0764  ______________________________________________________________________
 NP0764  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0764  VERT ORDER      -  THIRD
 NP0764
 NP0764.The horizontal coordinates were scaled from a map and have
 NP0764.an estimated accuracy of +/- 6 seconds.
 NP0764
 NP0764.The orthometric height was computed from unverified reset data.
 NP0764
 NP0764.No vertical observational check was made to the station.
 NP0764
 NP0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0764.GEOID18 height accuracy estimate available here.
 NP0764
 NP0764.Click photographs - Photos may exist for this station.
 NP0764
 NP0764;                    North         East    Units  Estimated Accuracy
 NP0764;SPC NE       -   254,960.      264,220.      MT  (+/- 180 meters Scaled)
 NP0764
 NP0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG776625(NAD 83)
 NP0764
 NP0764                          SUPERSEDED SURVEY CONTROL
 NP0764
 NP0764  NGVD 29 (01/31/13) 1206.52   (m)         3958.4    (f) RESET       3  
 NP0764
 NP0764.Superseded values are not recommended for survey control.
 NP0764
 NP0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0764.See file dsdata.pdf to determine how the superseded data were derived.
 NP0764
 NP0764_MARKER: DV = VERTICAL CONTROL DISK
 NP0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0764_STAMPING: J 214 RESET 1992
 NP0764_MARK LOGO: NGS
 NP0764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0764+STABILITY: SURFACE MOTION
 NP0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0764+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NP0764
 NP0764  HISTORY     - Date     Condition        Report By
 NP0764  HISTORY     - 1992     MONUMENTED       NEDR
 NP0764
 NP0764                          STATION DESCRIPTION
 NP0764
 NP0764'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 NP0764'ABOUT 1.61 KM (1.00 MI) SOUTHEAST FROM ALLIANCE AND ON THE NORTHEAST
 NP0764'RIGHT-OF-WAY OF STATE HIGHWAY 2, NEAR THE CENTER OF SEC31, T25N,
 NP0764'R47W, FROM THE JUNCTION OF U.S. HIGHWAY 385 WITH STATE HIGHWAY 2, AT
 NP0764'THE SOUTHEAST SIDE OF ALLIANCE, GO EAST AND SOUTHEAST ON HIGHWAY 2
 NP0764'FOR 0.80 KM (0.50 MI) TO THE MARK ON THE LEFT, AT HIGHWAY MILE-POST
 NP0764'87.80, IN TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NP0764'GROUND.  MARK CONTAINS A MAGNET WITHIN THE CONCRETE.  IT IS 106.9 FT
 NP0764'(32.6 M) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 117.94 FT
 NP0764'(35.95 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF A RAILROAD SIGNAL
 NP0764'BASE, 59.44 FT (18.12 M) SOUTH FROM THE SOUTH RAIL OF THE BURLINGTON
 NP0764'NORTHERN RAILROAD TRACKS, 39.68 FT (12.09 M) SOUTHEAST FROM THE TOP
 NP0764'OF A KANSAS-NEBRASKA NATURAL GASLINE WITNESS POST AND 2.0 FT (0.6 M)
 NP0764'NORTH FROM A CARSONITE SURVEY MARK WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0535 ***********************************************************************
 LF0535  DESIGNATION -  J 215
 LF0535  PID         -  LF0535
 LF0535  STATE/COUNTY-  NE/RICHARDSON
 LF0535  COUNTRY     -  US
 LF0535  USGS QUAD   -  SALEM (2017)
 LF0535
 LF0535                         *CURRENT SURVEY CONTROL
 LF0535  ______________________________________________________________________
 LF0535* NAD 83(1986) POSITION- 40 03 57.     (N) 095 40 28.     (W)   SCALED
 LF0535* NAVD 88 ORTHO HEIGHT -   277.644 (meters)      910.90  (feet) ADJUSTED
 LF0535  ______________________________________________________________________
 LF0535  GEOID HEIGHT    -        -30.327 (meters)                     GEOID18
 LF0535  DYNAMIC HEIGHT  -        277.488 (meters)      910.39  (feet) COMP
 LF0535  MODELED GRAVITY -    980,058.2   (mgal)                       NAVD 88
 LF0535
 LF0535  VERT ORDER      -  SECOND    CLASS 0
 LF0535
 LF0535.The horizontal coordinates were scaled from a map and have
 LF0535.an estimated accuracy of +/- 6 seconds.
 LF0535
 LF0535.The orthometric height was determined by differential leveling and
 LF0535.adjusted by the NATIONAL GEODETIC SURVEY
 LF0535.in June 1991.
 LF0535
 LF0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0535.GEOID18 height accuracy estimate available here.
 LF0535
 LF0535.Click photographs - Photos may exist for this station.
 LF0535
 LF0535.The dynamic height is computed by dividing the NAVD 88
 LF0535.geopotential number by the normal gravity value computed on the
 LF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0535.degrees latitude (g = 980.6199 gals.).
 LF0535
 LF0535.The modeled gravity was interpolated from observed gravity values.
 LF0535
 LF0535;                    North         East    Units  Estimated Accuracy
 LF0535;SPC NE       -    35,050.      868,860.      MT  (+/- 180 meters Scaled)
 LF0535
 LF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE719384(NAD 83)
 LF0535
 LF0535                          SUPERSEDED SURVEY CONTROL
 LF0535
 LF0535  NGVD 29 (??/??/92)  277.561  (m)          910.63   (f) ADJ UNCH    2 0
 LF0535
 LF0535.Superseded values are not recommended for survey control.
 LF0535
 LF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0535.See file dsdata.pdf to determine how the superseded data were derived.
 LF0535
 LF0535_MARKER: DB = BENCH MARK DISK
 LF0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0535_SP_SET: BRIDGE
 LF0535_STAMPING: J 215 1945
 LF0535_MARK LOGO: CGS
 LF0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0535
 LF0535  HISTORY     - Date     Condition        Report By
 LF0535  HISTORY     - 1945     MONUMENTED       CGS
 LF0535
 LF0535                          STATION DESCRIPTION
 LF0535
 LF0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0535'3.9 MI W FROM FALLS CITY.
 LF0535'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0535'FROM THE STATION AT FALLS CITY, 2.1 MILES EAST OF THE STATION
 LF0535'AT SALEM, 0.1 MILE WEST OF A ROAD CROSSING, AT BRIDGE 23.79, IN
 LF0535'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, AND ABOUT 1 FOOT
 LF0535'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED J 215
 LF0535'1945.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0050 ***********************************************************************
 NN0050  DESIGNATION -  J 216
 NN0050  PID         -  NN0050
 NN0050  STATE/COUNTY-  NE/BOYD
 NN0050  COUNTRY     -  US
 NN0050  USGS QUAD   -  MONOWI (2017)
 NN0050
 NN0050                         *CURRENT SURVEY CONTROL
 NN0050  ______________________________________________________________________
 NN0050* NAD 83(1986) POSITION- 42 50 33.17   (N) 098 22 08.48   (W)   HD_HELD1
 NN0050* NAVD 88 ORTHO HEIGHT -   458.356 (meters)     1503.79  (feet) ADJUSTED
 NN0050  ______________________________________________________________________
 NN0050  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 NN0050  DYNAMIC HEIGHT  -        458.202 (meters)     1503.28  (feet) COMP
 NN0050  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 NN0050
 NN0050  VERT ORDER      -  SECOND    CLASS 0
 NN0050
 NN0050.The horizontal coordinates were determined by differentially corrected
 NN0050.hand held GPS observations or other comparable positioning techniques
 NN0050.and have an estimated accuracy of +/- 3 meters.
 NN0050
 NN0050.The orthometric height was determined by differential leveling and
 NN0050.adjusted by the NATIONAL GEODETIC SURVEY
 NN0050.in June 1991.
 NN0050
 NN0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0050.GEOID18 height accuracy estimate available here.
 NN0050
 NN0050.Click photographs - Photos may exist for this station.
 NN0050
 NN0050.The dynamic height is computed by dividing the NAVD 88
 NN0050.geopotential number by the normal gravity value computed on the
 NN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0050.degrees latitude (g = 980.6199 gals.).
 NN0050
 NN0050.The modeled gravity was interpolated from observed gravity values.
 NN0050
 NN0050;                    North         East    Units  Estimated Accuracy
 NN0050;SPC NE       -   335,387.7     633,313.6     MT  (+/- 3 meters HH1 GPS) 
 NN0050
 NN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5156143523(NAD 83)
 NN0050
 NN0050                          SUPERSEDED SURVEY CONTROL
 NN0050
 NN0050  NGVD 29 (??/??/92)  458.088  (m)         1502.91   (f) ADJ UNCH    2 0
 NN0050
 NN0050.Superseded values are not recommended for survey control.
 NN0050
 NN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0050.See file dsdata.pdf to determine how the superseded data were derived.
 NN0050
 NN0050_MARKER: DB = BENCH MARK DISK
 NN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0050_STAMPING: J 216 1946
 NN0050_MARK LOGO: CGS
 NN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0050+STABILITY: SURFACE MOTION
 NN0050
 NN0050  HISTORY     - Date     Condition        Report By
 NN0050  HISTORY     - 1946     MONUMENTED       CGS
 NN0050
 NN0050                          STATION DESCRIPTION
 NN0050
 NN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0050'3 MI NW FROM MONOWI.
 NN0050'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0050'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0050'NORTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0050'MARK IS AT A T INTERSECTION, 26.0 FEET WEST OF AND ABOUT LEVEL
 NN0050'WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34.0 FEET NORTH
 NN0050'OF THE CENTER LINE OF THE ROAD LEADING WEST, 39.0 FEET NORTHEAST
 NN0050'OF THE NORTH END OF A CORRUGATED IRON CULVERT, 4.0 FEET NORTHWEST
 NN0050'OF A FENCE CORNER AND 1.0 FOOT SOUTHEAST OF A 4 IN X 4 IN
 NN0050'MARKER POST.  A BRONZE DISK STAMPED J 216 1946 SET IN THE TOP
 NN0050'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0184 ***********************************************************************
 NN0184  DESIGNATION -  J 217
 NN0184  PID         -  NN0184
 NN0184  STATE/COUNTY-  NE/HOLT
 NN0184  COUNTRY     -  US
 NN0184  USGS QUAD   -  INMAN (2017)
 NN0184
 NN0184                         *CURRENT SURVEY CONTROL
 NN0184  ______________________________________________________________________
 NN0184* NAD 83(1986) POSITION- 42 23 37.13   (N) 098 32 01.84   (W)   HD_HELD1
 NN0184* NAVD 88 ORTHO HEIGHT -   587.035 (meters)     1925.96  (feet) ADJUSTED
 NN0184  ______________________________________________________________________
 NN0184  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 NN0184  DYNAMIC HEIGHT  -        586.812 (meters)     1925.23  (feet) COMP
 NN0184  MODELED GRAVITY -    980,221.9   (mgal)                       NAVD 88
 NN0184
 NN0184  VERT ORDER      -  FIRST     CLASS II
 NN0184
 NN0184.The horizontal coordinates were determined by differentially corrected
 NN0184.hand held GPS observations or other comparable positioning techniques
 NN0184.and have an estimated accuracy of +/- 3 meters.
 NN0184
 NN0184.The orthometric height was determined by differential leveling and
 NN0184.adjusted by the NATIONAL GEODETIC SURVEY
 NN0184.in June 1991.
 NN0184
 NN0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0184.GEOID18 height accuracy estimate available here.
 NN0184
 NN0184.Click photographs - Photos may exist for this station.
 NN0184
 NN0184.The dynamic height is computed by dividing the NAVD 88
 NN0184.geopotential number by the normal gravity value computed on the
 NN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0184.degrees latitude (g = 980.6199 gals.).
 NN0184
 NN0184.The modeled gravity was interpolated from observed gravity values.
 NN0184
 NN0184;                    North         East    Units  Estimated Accuracy
 NN0184;SPC NE       -   285,294.9     620,688.1     MT  (+/- 3 meters HH1 GPS) 
 NN0184
 NN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3836793589(NAD 83)
 NN0184
 NN0184                          SUPERSEDED SURVEY CONTROL
 NN0184
 NN0184  NGVD 29 (??/??/92)  586.839  (m)         1925.32   (f) ADJ UNCH    1 2
 NN0184
 NN0184.Superseded values are not recommended for survey control.
 NN0184
 NN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0184.See file dsdata.pdf to determine how the superseded data were derived.
 NN0184
 NN0184_MARKER: DB = BENCH MARK DISK
 NN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0184_STAMPING: J 217 1946
 NN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0184+STABILITY: SURFACE MOTION
 NN0184
 NN0184  HISTORY     - Date     Condition        Report By
 NN0184  HISTORY     - 1946     MONUMENTED       CGS
 NN0184
 NN0184                          STATION DESCRIPTION
 NN0184
 NN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0184'5.6 MI S FROM PAGE.
 NN0184'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0184'PAGE, HOLT COUNTY, THENCE 6.0 MILES WEST ALONG A GRADED DIRT
 NN0184'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 45 FEET
 NN0184'EAST OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 17 FEET
 NN0184'EAST-SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, 1 FOOT NORTH
 NN0184'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST
 NN0184'ROAD.  A STANDARD DISK, STAMPED J 217 1946 AND SET IN THE TOP
 NN0184'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0340 ***********************************************************************
 NN0340  DESIGNATION -  J 218
 NN0340  PID         -  NN0340
 NN0340  STATE/COUNTY-  NE/HOLT
 NN0340  COUNTRY     -  US
 NN0340  USGS QUAD   -  STUART SE (2017)
 NN0340
 NN0340                         *CURRENT SURVEY CONTROL
 NN0340  ______________________________________________________________________
 NN0340* NAD 83(1986) POSITION- 42 34 58.     (N) 099 06 30.     (W)   SCALED
 NN0340* NAVD 88 ORTHO HEIGHT -   653.206 (meters)     2143.06  (feet) ADJUSTED
 NN0340  ______________________________________________________________________
 NN0340  GEOID HEIGHT    -        -23.993 (meters)                     GEOID18
 NN0340  DYNAMIC HEIGHT  -        652.950 (meters)     2142.22  (feet) COMP
 NN0340  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 NN0340
 NN0340  VERT ORDER      -  FIRST     CLASS II
 NN0340
 NN0340.The horizontal coordinates were scaled from a map and have
 NN0340.an estimated accuracy of +/- 6 seconds.
 NN0340
 NN0340.The orthometric height was determined by differential leveling and
 NN0340.adjusted by the NATIONAL GEODETIC SURVEY
 NN0340.in June 1991.
 NN0340
 NN0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0340.GEOID18 height accuracy estimate available here.
 NN0340
 NN0340.Click photographs - Photos may exist for this station.
 NN0340
 NN0340.The dynamic height is computed by dividing the NAVD 88
 NN0340.geopotential number by the normal gravity value computed on the
 NN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0340.degrees latitude (g = 980.6199 gals.).
 NN0340
 NN0340.The modeled gravity was interpolated from observed gravity values.
 NN0340
 NN0340;                    North         East    Units  Estimated Accuracy
 NN0340;SPC NE       -   305,650.      573,180.      MT  (+/- 180 meters Scaled)
 NN0340
 NN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911144(NAD 83)
 NN0340
 NN0340                          SUPERSEDED SURVEY CONTROL
 NN0340
 NN0340  NGVD 29 (??/??/92)  652.975  (m)         2142.30   (f) ADJ UNCH    1 2
 NN0340
 NN0340.Superseded values are not recommended for survey control.
 NN0340
 NN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0340.See file dsdata.pdf to determine how the superseded data were derived.
 NN0340
 NN0340_MARKER: DB = BENCH MARK DISK
 NN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0340_STAMPING: J 218 1946
 NN0340_MARK LOGO: CGS
 NN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0340+STABILITY: SURFACE MOTION
 NN0340
 NN0340  HISTORY     - Date     Condition        Report By
 NN0340  HISTORY     - 1946     MONUMENTED       CGS
 NN0340
 NN0340                          STATION DESCRIPTION
 NN0340
 NN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0340'0.3 MI S FROM STUART.
 NN0340'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0340'HOLT COUNTY, THENCE 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0340'0.1 MILE NORTH OF A SCHOOLHOUSE, AT THE INTERSECTION OF A
 NN0340'NORTH-AND-SOUTH GRAVEL ROAD, 48 FEET NORTHEAST OF THE CENTERLINE
 NN0340'OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 42 FEET EAST OF THE
 NN0340'CENTERLINE OF THE GRAVEL ROAD, 34 FEET SOUTHWEST OF THE CENTERLINE
 NN0340'OF THE HIGHWAY, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0340'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 218 1946
 NN0340'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0340'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0330 ***********************************************************************
 NN0330  DESIGNATION -  J 219
 NN0330  PID         -  NN0330
 NN0330  STATE/COUNTY-  NE/HOLT
 NN0330  COUNTRY     -  US
 NN0330  USGS QUAD   -  ATKINSON (2017)
 NN0330
 NN0330                         *CURRENT SURVEY CONTROL
 NN0330  ______________________________________________________________________
 NN0330* NAD 83(1986) POSITION- 42 31 19.     (N) 098 59 54.     (W)   SCALED
 NN0330* NAVD 88 ORTHO HEIGHT -   639.119 (meters)     2096.84  (feet) ADJUSTED
 NN0330  ______________________________________________________________________
 NN0330  GEOID HEIGHT    -        -24.052 (meters)                     GEOID18
 NN0330  DYNAMIC HEIGHT  -        638.866 (meters)     2096.01  (feet) COMP
 NN0330  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 NN0330
 NN0330  VERT ORDER      -  FIRST     CLASS II
 NN0330
 NN0330.This mark is at Stuart-Atkinson Mun Airport (8V2)
 NN0330
 NN0330.The horizontal coordinates were scaled from a map and have
 NN0330.an estimated accuracy of +/- 6 seconds.
 NN0330
 NN0330.The orthometric height was determined by differential leveling and
 NN0330.adjusted by the NATIONAL GEODETIC SURVEY
 NN0330.in June 1991.
 NN0330
 NN0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0330.GEOID18 height accuracy estimate available here.
 NN0330
 NN0330.Click photographs - Photos may exist for this station.
 NN0330
 NN0330.The dynamic height is computed by dividing the NAVD 88
 NN0330.geopotential number by the normal gravity value computed on the
 NN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0330.degrees latitude (g = 980.6199 gals.).
 NN0330
 NN0330.The modeled gravity was interpolated from observed gravity values.
 NN0330
 NN0330;                    North         East    Units  Estimated Accuracy
 NN0330;SPC NE       -   299,000.      582,290.      MT  (+/- 180 meters Scaled)
 NN0330
 NN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN001077(NAD 83)
 NN0330
 NN0330                          SUPERSEDED SURVEY CONTROL
 NN0330
 NN0330  NGVD 29 (??/??/92)  638.892  (m)         2096.10   (f) ADJ UNCH    1 2
 NN0330
 NN0330.Superseded values are not recommended for survey control.
 NN0330
 NN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0330.See file dsdata.pdf to determine how the superseded data were derived.
 NN0330
 NN0330_MARKER: DB = BENCH MARK DISK
 NN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0330_STAMPING: J 219 1946
 NN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0330+STABILITY: SURFACE MOTION
 NN0330
 NN0330  HISTORY     - Date     Condition        Report By
 NN0330  HISTORY     - 1946     MONUMENTED       CGS
 NN0330  HISTORY     - 1954     GOOD             USGS
 NN0330  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0330
 NN0330                          STATION DESCRIPTION
 NN0330
 NN0330'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 NN0330'0.8 MI W FROM ATKINSON.
 NN0330'0.8 MILE WEST, THENCE 0.5 MILE SOUTH, THENCE 0.4 MILE WEST ALONG
 NN0330'GRAVEL ROADS FROM A POINT TWO BLOCKS SOUTH OF THE CHICAGO AND
 NN0330'NORTH WESTERN RAILWAY STATION AT ATKINSON, HOLT COUNTY, AT
 NN0330'ATKINSON AIRPORT AT THE NORTHWEST CORNER OF THE LANDING FIELD,
 NN0330'37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A
 NN0330'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NN0330'THE ROAD.  A STANDARD DISK, STAMPED J 219 1946 AND SET IN THE TOP
 NN0330'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  TS. 29
 NN0330'AND 30 N., R. 14 W., NEAR 1/4 COR. BETWEEN SECS. 6 AND 31, 37 FT.
 NN0330'SOUTH AND 500 FT. WEST OF ROAD AT FENCE, NORTH, 2 FEET SOUTH OF
 NN0330'FENCE, IN CONCRETE POST, A STANDARD U.S.C. AND G.S. TABLET
 NN0330'STAMPED J 219 1946.
 NN0330
 NN0330                          STATION RECOVERY (1982)
 NN0330
 NN0330'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0146 ***********************************************************************
 MM0146  DESIGNATION -  J 22
 MM0146  PID         -  MM0146
 MM0146  STATE/COUNTY-  NE/HOOKER
 MM0146  COUNTRY     -  US
 MM0146  USGS QUAD   -  SHIMMINS LAKE (2017)
 MM0146
 MM0146                         *CURRENT SURVEY CONTROL
 MM0146  ______________________________________________________________________
 MM0146* NAD 83(1986) POSITION- 41 46 31.     (N) 100 58 26.     (W)   SCALED
 MM0146* NAVD 88 ORTHO HEIGHT -  1007.082 (meters)     3304.07  (feet) ADJUSTED
 MM0146  ______________________________________________________________________
 MM0146  GEOID HEIGHT    -        -21.021 (meters)                     GEOID18
 MM0146  DYNAMIC HEIGHT  -       1006.525 (meters)     3302.24  (feet) COMP
 MM0146  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 MM0146
 MM0146  VERT ORDER      -  FIRST     CLASS II
 MM0146
 MM0146.The horizontal coordinates were scaled from a map and have
 MM0146.an estimated accuracy of +/- 6 seconds.
 MM0146
 MM0146.The orthometric height was determined by differential leveling and
 MM0146.adjusted by the NATIONAL GEODETIC SURVEY
 MM0146.in June 1991.
 MM0146
 MM0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0146.GEOID18 height accuracy estimate available here.
 MM0146
 MM0146.Click photographs - Photos may exist for this station.
 MM0146
 MM0146.The dynamic height is computed by dividing the NAVD 88
 MM0146.geopotential number by the normal gravity value computed on the
 MM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0146.degrees latitude (g = 980.6199 gals.).
 MM0146
 MM0146.The modeled gravity was interpolated from observed gravity values.
 MM0146
 MM0146;                    North         East    Units  Estimated Accuracy
 MM0146;SPC NE       -   216,060.      419,060.      MT  (+/- 180 meters Scaled)
 MM0146
 MM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM359267(NAD 83)
 MM0146
 MM0146                          SUPERSEDED SURVEY CONTROL
 MM0146
 MM0146  NGVD 29 (??/??/92) 1006.735  (m)         3302.93   (f) ADJ UNCH    1 2
 MM0146
 MM0146.Superseded values are not recommended for survey control.
 MM0146
 MM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0146.See file dsdata.pdf to determine how the superseded data were derived.
 MM0146
 MM0146_MARKER: DB = BENCH MARK DISK
 MM0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0146_STAMPING: 3302.930 J 22 1933
 MM0146_MARK LOGO: CGS
 MM0146_PROJECTION: PROJECTING
 MM0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0146+STABILITY: SURFACE MOTION
 MM0146
 MM0146  HISTORY     - Date     Condition        Report By
 MM0146  HISTORY     - 1933     MONUMENTED       CGS
 MM0146  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0146  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0146
 MM0146                          STATION DESCRIPTION
 MM0146
 MM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0146'16 MI N FROM TRYON.
 MM0146'IN HOOKER COUNTY, 16.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S.
 MM0146'HIGHWAY 83 FROM TRYON, MC PHERSON COUNTY, 0.6 MILE EAST OF A
 MM0146'SMALL CEMETERY, 0.5 MILE SOUTH OF A SMALL LAKE AND RANCH, AT A
 MM0146'CURVE IN A VALLEY AT THE NORTH EDGE OF A RANGE OF LOW SAND HILLS,
 MM0146'30 YARDS NORTHEAST OF THE OLD HIGHWAY, AND 17 YARDS WEST OF A
 MM0146'ROAD LEADING TO THE RANCH.  A STANDARD DISK, STAMPED 3302.930
 MM0146'J 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MM0146'INCHES ABOVE GROUND.
 MM0146
 MM0146                          STATION RECOVERY (1984)
 MM0146
 MM0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0146'MARK NOT FOUND.
 MM0146
 MM0146                          STATION RECOVERY (1991)
 MM0146
 MM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0146'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0375 ***********************************************************************
 NN0375  DESIGNATION -  J 220
 NN0375  PID         -  NN0375
 NN0375  STATE/COUNTY-  NE/ROCK
 NN0375  COUNTRY     -  US
 NN0375  USGS QUAD   -  NEWPORT SW (2017)
 NN0375
 NN0375                         *CURRENT SURVEY CONTROL
 NN0375  ______________________________________________________________________
 NN0375* NAD 83(1986) POSITION- 42 36 08.     (N) 099 27 38.     (W)   SCALED
 NN0375* NAVD 88 ORTHO HEIGHT -   695.845 (meters)     2282.95  (feet) ADJUSTED
 NN0375  ______________________________________________________________________
 NN0375  GEOID HEIGHT    -        -23.449 (meters)                     GEOID18
 NN0375  DYNAMIC HEIGHT  -        695.567 (meters)     2282.04  (feet) COMP
 NN0375  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 NN0375
 NN0375  VERT ORDER      -  FIRST     CLASS II
 NN0375
 NN0375.The horizontal coordinates were scaled from a map and have
 NN0375.an estimated accuracy of +/- 6 seconds.
 NN0375
 NN0375.The orthometric height was determined by differential leveling and
 NN0375.adjusted by the NATIONAL GEODETIC SURVEY
 NN0375.in June 1991.
 NN0375
 NN0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0375.GEOID18 height accuracy estimate available here.
 NN0375
 NN0375.Click photographs - Photos may exist for this station.
 NN0375
 NN0375.The dynamic height is computed by dividing the NAVD 88
 NN0375.geopotential number by the normal gravity value computed on the
 NN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0375.degrees latitude (g = 980.6199 gals.).
 NN0375
 NN0375.The modeled gravity was interpolated from observed gravity values.
 NN0375
 NN0375;                    North         East    Units  Estimated Accuracy
 NN0375;SPC NE       -   307,570.      544,260.      MT  (+/- 180 meters Scaled)
 NN0375
 NN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN622167(NAD 83)
 NN0375
 NN0375                          SUPERSEDED SURVEY CONTROL
 NN0375
 NN0375  NGVD 29 (??/??/92)  695.603  (m)         2282.16   (f) ADJ UNCH    1 2
 NN0375
 NN0375.Superseded values are not recommended for survey control.
 NN0375
 NN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0375.See file dsdata.pdf to determine how the superseded data were derived.
 NN0375
 NN0375_MARKER: DB = BENCH MARK DISK
 NN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0375_STAMPING: J 220 1946
 NN0375_MARK LOGO: CGS
 NN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0375+STABILITY: SURFACE MOTION
 NN0375
 NN0375  HISTORY     - Date     Condition        Report By
 NN0375  HISTORY     - 1946     MONUMENTED       CGS
 NN0375  HISTORY     - 1982     GOOD             LOCSUR
 NN0375
 NN0375                          STATION DESCRIPTION
 NN0375
 NN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0375'4 MI E FROM BASSETT.
 NN0375'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0375'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0375'60 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 48 FEET NORTH
 NN0375'OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF A FENCE
 NN0375'CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF
 NN0375'A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.
 NN0375'A STANDARD DISK, STAMPED J 220 1946 AND SET IN THE TOP OF A
 NN0375'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0375
 NN0375                          STATION RECOVERY (1982)
 NN0375
 NN0375'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1249 ***********************************************************************
 NM1249  DESIGNATION -  J 221
 NM1249  PID         -  NM1249
 NM1249  STATE/COUNTY-  NE/PIERCE
 NM1249  COUNTRY     -  US
 NM1249  USGS QUAD   -  FOSTER (2017)
 NM1249
 NM1249                         *CURRENT SURVEY CONTROL
 NM1249  ______________________________________________________________________
 NM1249* NAD 83(1986) POSITION- 42 16 20.     (N) 097 39 55.     (W)   SCALED
 NM1249* NAVD 88 ORTHO HEIGHT -   500.867 (meters)     1643.26  (feet) ADJUSTED
 NM1249  ______________________________________________________________________
 NM1249  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 NM1249  DYNAMIC HEIGHT  -        500.679 (meters)     1642.64  (feet) COMP
 NM1249  MODELED GRAVITY -    980,230.6   (mgal)                       NAVD 88
 NM1249
 NM1249  VERT ORDER      -  FIRST     CLASS II
 NM1249
 NM1249.The horizontal coordinates were scaled from a map and have
 NM1249.an estimated accuracy of +/- 6 seconds.
 NM1249
 NM1249.The orthometric height was determined by differential leveling and
 NM1249.adjusted by the NATIONAL GEODETIC SURVEY
 NM1249.in June 1991.
 NM1249
 NM1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1249.GEOID18 height accuracy estimate available here.
 NM1249
 NM1249.Click photographs - Photos may exist for this station.
 NM1249
 NM1249.The dynamic height is computed by dividing the NAVD 88
 NM1249.geopotential number by the normal gravity value computed on the
 NM1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1249.degrees latitude (g = 980.6199 gals.).
 NM1249
 NM1249.The modeled gravity was interpolated from observed gravity values.
 NM1249
 NM1249;                    North         East    Units  Estimated Accuracy
 NM1249;SPC NE       -   273,390.      692,540.      MT  (+/- 180 meters Scaled)
 NM1249
 NM1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM100808(NAD 83)
 NM1249
 NM1249                          SUPERSEDED SURVEY CONTROL
 NM1249
 NM1249  NGVD 29 (??/??/92)  500.688  (m)         1642.67   (f) ADJ UNCH    1 2
 NM1249
 NM1249.Superseded values are not recommended for survey control.
 NM1249
 NM1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1249.See file dsdata.pdf to determine how the superseded data were derived.
 NM1249
 NM1249_MARKER: DB = BENCH MARK DISK
 NM1249_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1249_SP_SET: FOOTING
 NM1249_STAMPING: J 221 1946
 NM1249_MARK LOGO: CGS
 NM1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1249+STABILITY: SURFACE MOTION
 NM1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1249+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1249
 NM1249  HISTORY     - Date     Condition        Report By
 NM1249  HISTORY     - 1946     MONUMENTED       CGS
 NM1249  HISTORY     - 19991025 GOOD             NGS
 NM1249
 NM1249                          STATION DESCRIPTION
 NM1249
 NM1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1249'AT FOSTER.
 NM1249'AT FOSTER, PIERCE COUNTY, 150 FEET NORTHWEST OF THE NORTHWEST
 NM1249'CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AT
 NM1249'THE WATER TOWER, IN THE WEST CORNER OF THE CONCRETE BASE, 21
 NM1249'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1-1/2 FEET
 NM1249'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J-221 1946.
 NM1249
 NM1249                          STATION RECOVERY (1999)
 NM1249
 NM1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1249'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1249'IN PIERCE, NEAR THE WEST CORNER OF THE CONCRETE FOOTING FOR A WATER
 NM1249'TANK (TANK REMOVED) , 33.9 M (111.2 FT) NORTHEAST OF THE HIGHWAY
 NM1249'CENTERLINE, 27.9 M (91.5 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 NM1249'MOST SOUTHEASTERLY 1 OF SEVEN STEEL GRAIN BINS, 0.3 M (1.0 FT) BELOW
 NM1249'THE LEVEL OF THE HIGHWAY, AND THE FOOTING PROJECTS 1.0 M (3.3 FT)
 NM1249'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 NM1249'REIKOFSKI GRAIN INCORPORATED, RT 2, BOX 580, FOSTER, NE 68737,
 NM1249'TELEPHONE NUMBER (402) 329-4275.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0145 ***********************************************************************
 NN0145  DESIGNATION -  J 222
 NN0145  PID         -  NN0145
 NN0145  STATE/COUNTY-  NE/ANTELOPE
 NN0145  COUNTRY     -  US
 NN0145  USGS QUAD   -  ROYAL (2017)
 NN0145
 NN0145                         *CURRENT SURVEY CONTROL
 NN0145  ______________________________________________________________________
 NN0145* NAD 83(1986) POSITION- 42 20 08.     (N) 098 06 27.     (W)   SCALED
 NN0145* NAVD 88 ORTHO HEIGHT -   558.836 (meters)     1833.45  (feet) ADJUSTED
 NN0145  ______________________________________________________________________
 NN0145  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 NN0145  DYNAMIC HEIGHT  -        558.613 (meters)     1832.72  (feet) COMP
 NN0145  MODELED GRAVITY -    980,206.1   (mgal)                       NAVD 88
 NN0145
 NN0145  VERT ORDER      -  FIRST     CLASS II
 NN0145
 NN0145.The horizontal coordinates were scaled from a map and have
 NN0145.an estimated accuracy of +/- 6 seconds.
 NN0145
 NN0145.The orthometric height was determined by differential leveling and
 NN0145.adjusted by the NATIONAL GEODETIC SURVEY
 NN0145.in June 1991.
 NN0145
 NN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0145.GEOID18 height accuracy estimate available here.
 NN0145
 NN0145.Click photographs - Photos may exist for this station.
 NN0145
 NN0145.The dynamic height is computed by dividing the NAVD 88
 NN0145.geopotential number by the normal gravity value computed on the
 NN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0145.degrees latitude (g = 980.6199 gals.).
 NN0145
 NN0145.The modeled gravity was interpolated from observed gravity values.
 NN0145
 NN0145;                    North         East    Units  Estimated Accuracy
 NN0145;SPC NE       -   279,530.      655,920.      MT  (+/- 180 meters Scaled)
 NN0145
 NN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM735874(NAD 83)
 NN0145
 NN0145                          SUPERSEDED SURVEY CONTROL
 NN0145
 NN0145  NGVD 29 (??/??/92)  558.633  (m)         1832.78   (f) ADJ UNCH    1 2
 NN0145
 NN0145.Superseded values are not recommended for survey control.
 NN0145
 NN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0145.See file dsdata.pdf to determine how the superseded data were derived.
 NN0145
 NN0145_MARKER: DB = BENCH MARK DISK
 NN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0145_STAMPING: J 222 1946
 NN0145_MARK LOGO: CGS
 NN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0145+STABILITY: SURFACE MOTION
 NN0145
 NN0145  HISTORY     - Date     Condition        Report By
 NN0145  HISTORY     - 1946     MONUMENTED       CGS
 NN0145
 NN0145                          STATION DESCRIPTION
 NN0145
 NN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0145'0.8 MI E FROM ROYAL.
 NN0145'0.8 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER AT
 NN0145'ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0145'GRAVEL ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30
 NN0145'FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET SOUTHWEST
 NN0145'OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 NN0145'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NN0145'STAMPED J 222 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0145'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0429 ***********************************************************************
 NN0429  DESIGNATION -  J 223
 NN0429  PID         -  NN0429
 NN0429  STATE/COUNTY-  NE/KEYA PAHA
 NN0429  COUNTRY     -  US
 NN0429  USGS QUAD   -  MILLS (2017)
 NN0429
 NN0429                         *CURRENT SURVEY CONTROL
 NN0429  ______________________________________________________________________
 NN0429* NAD 83(1986) POSITION- 42 55 36.92   (N) 099 23 03.07   (W)   HD_HELD1
 NN0429* NAVD 88 ORTHO HEIGHT -   603.123 (meters)     1978.75  (feet) ADJUSTED
 NN0429  ______________________________________________________________________
 NN0429  GEOID HEIGHT    -        -24.750 (meters)                     GEOID18
 NN0429  DYNAMIC HEIGHT  -        602.895 (meters)     1978.00  (feet) COMP
 NN0429  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 NN0429
 NN0429  VERT ORDER      -  FIRST     CLASS II
 NN0429
 NN0429.The horizontal coordinates were determined by differentially corrected
 NN0429.hand held GPS observations or other comparable positioning techniques
 NN0429.and have an estimated accuracy of +/- 3 meters.
 NN0429
 NN0429.The orthometric height was determined by differential leveling and
 NN0429.adjusted by the NATIONAL GEODETIC SURVEY
 NN0429.in June 1991.
 NN0429
 NN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0429.GEOID18 height accuracy estimate available here.
 NN0429
 NN0429.Click photographs - Photos may exist for this station.
 NN0429
 NN0429.The dynamic height is computed by dividing the NAVD 88
 NN0429.geopotential number by the normal gravity value computed on the
 NN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0429.degrees latitude (g = 980.6199 gals.).
 NN0429
 NN0429.The modeled gravity was interpolated from observed gravity values.
 NN0429
 NN0429;                    North         East    Units  Estimated Accuracy
 NN0429;SPC NE       -   343,682.0     550,271.5     MT  (+/- 3 meters HH1 GPS) 
 NN0429
 NN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6864852771(NAD 83)
 NN0429
 NN0429                          SUPERSEDED SURVEY CONTROL
 NN0429
 NN0429  NGVD 29 (??/??/92)  602.834  (m)         1977.80   (f) ADJ UNCH    1 2
 NN0429
 NN0429.Superseded values are not recommended for survey control.
 NN0429
 NN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0429.See file dsdata.pdf to determine how the superseded data were derived.
 NN0429
 NN0429_MARKER: DB = BENCH MARK DISK
 NN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0429_STAMPING: J 223 1946
 NN0429_MARK LOGO: CGS
 NN0429_PROJECTION: FLUSH
 NN0429_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0429+STABILITY: SURFACE MOTION
 NN0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0429+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 NN0429
 NN0429  HISTORY     - Date     Condition        Report By
 NN0429  HISTORY     - 1946     MONUMENTED       CGS
 NN0429  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0429  HISTORY     - 20190828 GOOD             NEGS
 NN0429
 NN0429                          STATION DESCRIPTION
 NN0429
 NN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0429'2.7 MI W FROM BROCKSBURG.
 NN0429'ALONG A GRADED COUNTY ROAD, 2.7 MILES WEST OF BROCKSBURG SCHOOL,
 NN0429'27 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET EAST OF A
 NN0429'TELEPHONE POLE, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF WITNESS
 NN0429'POST.  A BRONZE DISK STAMPED J 223 1946 SET IN THE TOP OF CONCRETE
 NN0429'POST.
 NN0429
 NN0429                          STATION RECOVERY (1962)
 NN0429
 NN0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0429'MARK NOT FOUND.
 NN0429
 NN0429                          STATION RECOVERY (2019)
 NN0429
 NN0429'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (JN)
 NN0429'TO REACH FROM THE SOUTH JUNCTION OF NEBRASKA HIGHWAY 12 AND NEBRASKA
 NN0429'HIGHWAY 137 (APPROXIMATELY 22.5 MI (36.2 KM) NORTH OF NEWPORT NE.), GO
 NN0429'WEST ON NE. HIGHWAY 12 APPROXIMATELY 2.64 MI (4.25 KM) TO MILEPOST
 NN0429'77.97 AND THE STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 NN0429'
 NN0429'IT IS APPROXIMATELY 28O FT (8.5 M) SOUTH OF THE CENTERLINE OF NE.
 NN0429'HIGHWAY 12, 28.30 FT (8.6 M) WEST OF A NAIL IN THE TOP OF A FENCE
 NN0429'POST, 6.77 FT (2.1 M) NORTH OF THE BOTTOM OF A CARSONITE WITNESS POST,
 NN0429'8.52 FT (2.6 M) NORTHEAST OF A NAIL IN THE TOP OF A BRACE POST AND
 NN0429'29.02 FT (8.8 M) EAST-NORTHEAST OF A NAIL IN THE TOP OF WEST GATE
 NN0429'POST.  THERE IS AN 18 INCH REBAR ON THE NORTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1188 ***********************************************************************
 NM1188  DESIGNATION -  J 225
 NM1188  PID         -  NM1188
 NM1188  STATE/COUNTY-  NE/WAYNE
 NM1188  COUNTRY     -  US
 NM1188  USGS QUAD   -  WINSIDE (2017)
 NM1188
 NM1188                         *CURRENT SURVEY CONTROL
 NM1188  ______________________________________________________________________
 NM1188* NAD 83(1986) POSITION- 42 10 38.     (N) 097 08 22.     (W)   SCALED
 NM1188* NAVD 88 ORTHO HEIGHT -   464.481 (meters)     1523.88  (feet) ADJUSTED
 NM1188  ______________________________________________________________________
 NM1188  GEOID HEIGHT    -        -24.847 (meters)                     GEOID18
 NM1188  DYNAMIC HEIGHT  -        464.310 (meters)     1523.32  (feet) COMP
 NM1188  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 NM1188
 NM1188  VERT ORDER      -  FIRST     CLASS II
 NM1188
 NM1188.The horizontal coordinates were scaled from a map and have
 NM1188.an estimated accuracy of +/- 6 seconds.
 NM1188
 NM1188.The orthometric height was determined by differential leveling and
 NM1188.adjusted by the NATIONAL GEODETIC SURVEY
 NM1188.in June 1991.
 NM1188
 NM1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1188.GEOID18 height accuracy estimate available here.
 NM1188
 NM1188.Click photographs - Photos may exist for this station.
 NM1188
 NM1188.The dynamic height is computed by dividing the NAVD 88
 NM1188.geopotential number by the normal gravity value computed on the
 NM1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1188.degrees latitude (g = 980.6199 gals.).
 NM1188
 NM1188.The modeled gravity was interpolated from observed gravity values.
 NM1188
 NM1188;                    North         East    Units  Estimated Accuracy
 NM1188;SPC NE       -   264,150.      736,230.      MT  (+/- 180 meters Scaled)
 NM1188
 NM1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM536711(NAD 83)
 NM1188
 NM1188                          SUPERSEDED SURVEY CONTROL
 NM1188
 NM1188  NGVD 29 (??/??/92)  464.290  (m)         1523.26   (f) ADJ UNCH    1 2
 NM1188
 NM1188.Superseded values are not recommended for survey control.
 NM1188
 NM1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1188.See file dsdata.pdf to determine how the superseded data were derived.
 NM1188
 NM1188_MARKER: DB = BENCH MARK DISK
 NM1188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1188_SP_SET: CULVERT HEADWALL
 NM1188_STAMPING: J 225 1947
 NM1188_MARK LOGO: CGS
 NM1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1188+STABILITY: SURFACE MOTION
 NM1188
 NM1188  HISTORY     - Date     Condition        Report By
 NM1188  HISTORY     - 1947     MONUMENTED       CGS
 NM1188
 NM1188                          STATION DESCRIPTION
 NM1188
 NM1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1188'2 MI E FROM WINSIDE.
 NM1188'2.05 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1188'RAILWAY FROM THE STATION AT WINSIDE, AT THE CROSSING OF STATE
 NM1188'HIGHWAY NO. 35, 280.0 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 NM1188'MILE POST EMR 26, 145.5 FEET WEST OF THE CENTER OF THE CROSSING OF
 NM1188'THE HIGHWAY AND THE TRACK, 30.5 FEET WEST OF THE EAST END OF A
 NM1188'WOODEN RAILROAD TRESTLE, 26.0 FEET SOUTH OF THE CENTER OF THE
 NM1188'HIGHWAY, 12.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN
 NM1188'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF AN 8-FOOT CONCRETE
 NM1188'CULVERT UNDER THE HIGHWAY, ABOUT 7 FEET BELOW THE HIGHWAY AND THE
 NM1188'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0505 ***********************************************************************
 NN0505  DESIGNATION -  J 226
 NN0505  PID         -  NN0505
 NN0505  STATE/COUNTY-  NE/BROWN
 NN0505  COUNTRY     -  US
 NN0505  USGS QUAD   -  AINSWORTH (2017)
 NN0505
 NN0505                         *CURRENT SURVEY CONTROL
 NN0505  ______________________________________________________________________
 NN0505* NAD 83(1986) POSITION- 42 33 01.     (N) 099 47 40.     (W)   SCALED
 NN0505* NAVD 88 ORTHO HEIGHT -   750.323 (meters)     2461.68  (feet) ADJUSTED
 NN0505  ______________________________________________________________________
 NN0505  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 NN0505  DYNAMIC HEIGHT  -        750.008 (meters)     2460.65  (feet) COMP
 NN0505  MODELED GRAVITY -    980,177.2   (mgal)                       NAVD 88
 NN0505
 NN0505  VERT ORDER      -  FIRST     CLASS II
 NN0505
 NN0505.The horizontal coordinates were scaled from a map and have
 NN0505.an estimated accuracy of +/- 6 seconds.
 NN0505
 NN0505.The orthometric height was determined by differential leveling and
 NN0505.adjusted by the NATIONAL GEODETIC SURVEY
 NN0505.in June 1991.
 NN0505
 NN0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0505.GEOID18 height accuracy estimate available here.
 NN0505
 NN0505.Click photographs - Photos may exist for this station.
 NN0505
 NN0505.The dynamic height is computed by dividing the NAVD 88
 NN0505.geopotential number by the normal gravity value computed on the
 NN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0505.degrees latitude (g = 980.6199 gals.).
 NN0505
 NN0505.The modeled gravity was interpolated from observed gravity values.
 NN0505
 NN0505;                    North         East    Units  Estimated Accuracy
 NN0505;SPC NE       -   301,690.      516,880.      MT  (+/- 180 meters Scaled)
 NN0505
 NN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN347111(NAD 83)
 NN0505
 NN0505                          SUPERSEDED SURVEY CONTROL
 NN0505
 NN0505  NGVD 29 (??/??/92)  750.036  (m)         2460.74   (f) ADJ UNCH    1 2
 NN0505
 NN0505.Superseded values are not recommended for survey control.
 NN0505
 NN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0505.See file dsdata.pdf to determine how the superseded data were derived.
 NN0505
 NN0505_MARKER: DB = BENCH MARK DISK
 NN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0505_STAMPING: J 226 1946
 NN0505_MARK LOGO: CGS
 NN0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0505+STABILITY: SURFACE MOTION
 NN0505
 NN0505  HISTORY     - Date     Condition        Report By
 NN0505  HISTORY     - 1946     MONUMENTED       CGS
 NN0505
 NN0505                          STATION DESCRIPTION
 NN0505
 NN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0505'3.6 MI E FROM AINSWORTH.
 NN0505'3.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0505'AT AINSWORTH, BROWN COUNTY, AT THE INTERSECTION OF A
 NN0505'NORTH-AND-SOUTH DIRT ROAD, 59 FEET NORTH OF THE CENTERLINE OF
 NN0505'THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 NN0505'22 FEET NORTHWEST OF THE WEST CONCRETE HEADWALL OF A 24-INCH
 NN0505'CORRUGATED-IRON CULVERT, 18 FEET NORTH OF THE RIGHT-OF-WAY
 NN0505'FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 NN0505'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0505'J 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NN0505'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0506 ***********************************************************************
 NN0506  DESIGNATION -  J 226 RESET
 NN0506  PID         -  NN0506
 NN0506  STATE/COUNTY-  NE/BROWN
 NN0506  COUNTRY     -  US
 NN0506  USGS QUAD   -  AINSWORTH (2017)
 NN0506
 NN0506                         *CURRENT SURVEY CONTROL
 NN0506  ______________________________________________________________________
 NN0506* NAD 83(1986) POSITION- 42 33 01.     (N) 099 47 40.     (W)   SCALED
 NN0506* NAVD 88 ORTHO HEIGHT -   750.76  (meters)     2463.1   (feet) RESET
 NN0506  ______________________________________________________________________
 NN0506  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 NN0506  VERT ORDER      -  THIRD
 NN0506
 NN0506.The horizontal coordinates were scaled from a map and have
 NN0506.an estimated accuracy of +/- 6 seconds.
 NN0506
 NN0506.The orthometric height was computed from unverified reset data.
 NN0506
 NN0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0506.GEOID18 height accuracy estimate available here.
 NN0506
 NN0506.Click photographs - Photos may exist for this station.
 NN0506
 NN0506;                    North         East    Units  Estimated Accuracy
 NN0506;SPC NE       -   301,690.      516,880.      MT  (+/- 180 meters Scaled)
 NN0506
 NN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN347111(NAD 83)
 NN0506
 NN0506                          SUPERSEDED SURVEY CONTROL
 NN0506
 NN0506.No superseded survey control is available for this station.
 NN0506
 NN0506_MARKER: DB = BENCH MARK DISK
 NN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0506_STAMPING: J 226 RESET 1970
 NN0506_MARK LOGO: CGS
 NN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0506+STABILITY: SURFACE MOTION
 NN0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0506+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 NN0506
 NN0506  HISTORY     - Date     Condition        Report By
 NN0506  HISTORY     - 1970     MONUMENTED       LOCSUR
 NN0506  HISTORY     - 20070821 GOOD             NEDR
 NN0506
 NN0506                          STATION DESCRIPTION
 NN0506
 NN0506'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 NN0506'3.6 MI E FROM AINSWORTH.
 NN0506'3.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURT
 NN0506'HOUSE AT AINSWORTH, AT THE INTERSECTION OF A NORTH - SOUTH DIRT
 NN0506'ROAD, 80 FEET LEFT OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET
 NN0506'WEST AND 2 FEET SOUTH OF A POWER LINE POLE, 1.5 FEET SOUTH
 NN0506'OF A EAST-WEST FENCE LINE, 6 FEET WEST OF A FENCE CORNER AND
 NN0506'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NN0506
 NN0506                          STATION RECOVERY (2007)
 NN0506
 NN0506'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 NN0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0018 ***********************************************************************
 NO0018  DESIGNATION -  J 227
 NO0018  PID         -  NO0018
 NO0018  STATE/COUNTY-  NE/CHERRY
 NO0018  COUNTRY     -  US
 NO0018  USGS QUAD   -  BRUSH CREEK (2017)
 NO0018
 NO0018                         *CURRENT SURVEY CONTROL
 NO0018  ______________________________________________________________________
 NO0018* NAD 83(1986) POSITION- 42 37 12.20   (N) 100 11 28.33   (W)   HD_HELD1
 NO0018* NAVD 88 ORTHO HEIGHT -   810.076 (meters)     2657.72  (feet) ADJUSTED
 NO0018  ______________________________________________________________________
 NO0018  GEOID HEIGHT    -        -22.107 (meters)                     GEOID18
 NO0018  DYNAMIC HEIGHT  -        809.737 (meters)     2656.61  (feet) COMP
 NO0018  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 NO0018
 NO0018  VERT ORDER      -  FIRST     CLASS II
 NO0018
 NO0018.The horizontal coordinates were determined by differentially corrected
 NO0018.hand held GPS observations or other comparable positioning techniques
 NO0018.and have an estimated accuracy of +/- 3 meters.
 NO0018
 NO0018.The orthometric height was determined by differential leveling and
 NO0018.adjusted by the NATIONAL GEODETIC SURVEY
 NO0018.in June 1991.
 NO0018
 NO0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0018.GEOID18 height accuracy estimate available here.
 NO0018
 NO0018.Click photographs - Photos may exist for this station.
 NO0018
 NO0018.The dynamic height is computed by dividing the NAVD 88
 NO0018.geopotential number by the normal gravity value computed on the
 NO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0018.degrees latitude (g = 980.6199 gals.).
 NO0018
 NO0018.The modeled gravity was interpolated from observed gravity values.
 NO0018
 NO0018;                    North         East    Units  Estimated Accuracy
 NO0018;SPC NE       -   309,434.3     484,315.8     MT  (+/- 3 meters HH1 GPS) 
 NO0018
 NO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0231019311(NAD 83)
 NO0018
 NO0018                          SUPERSEDED SURVEY CONTROL
 NO0018
 NO0018  NGVD 29 (??/??/92)  809.785  (m)         2656.77   (f) ADJ UNCH    1 2
 NO0018
 NO0018.Superseded values are not recommended for survey control.
 NO0018
 NO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0018.See file dsdata.pdf to determine how the superseded data were derived.
 NO0018
 NO0018_MARKER: DB = BENCH MARK DISK
 NO0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0018_SP_SET: BRIDGE
 NO0018_STAMPING: J 227 1946
 NO0018_MARK LOGO: CGS
 NO0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0018
 NO0018  HISTORY     - Date     Condition        Report By
 NO0018  HISTORY     - 1946     MONUMENTED       CGS
 NO0018  HISTORY     - 1975     GOOD             NGS
 NO0018
 NO0018                          STATION DESCRIPTION
 NO0018
 NO0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0018'0.3 MI S FROM WOOD LAKE.
 NO0018'0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 NO0018'WOOD LAKE, CHERRY COUNTY, THENCE 2.8 MILES SOUTHEAST ALONG U.S.
 NO0018'HIGHWAY 20, 4 POLES NORTHWEST OF CHICAGO AND NORTH WESTERN RAILWAY
 NO0018'MILEPOST 241, 119 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0018'AT A BRIDGE ON THE RAILROAD, IN THE TOP OF THE SOUTHWEST END OF
 NO0018'THE NORTHWEST ABUTMENT 14 FEET SOUTHWEST OF THE CENTERLINE OF
 NO0018'THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NO0018'STAMPED J 277 1946.
 NO0018
 NO0018                          STATION RECOVERY (1975)
 NO0018
 NO0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0027 ***********************************************************************
 NO0027  DESIGNATION -  J 228
 NO0027  PID         -  NO0027
 NO0027  STATE/COUNTY-  NE/CHERRY
 NO0027  COUNTRY     -  US
 NO0027  USGS QUAD   -  ARABIA (2017)
 NO0027
 NO0027                         *CURRENT SURVEY CONTROL
 NO0027  ______________________________________________________________________
 NO0027* NAD 83(1986) POSITION- 42 40 45.06   (N) 100 19 21.24   (W)   HD_HELD1
 NO0027* NAVD 88 ORTHO HEIGHT -   826.582 (meters)     2711.88  (feet) ADJUSTED
 NO0027  ______________________________________________________________________
 NO0027  GEOID HEIGHT    -        -21.941 (meters)                     GEOID18
 NO0027  DYNAMIC HEIGHT  -        826.241 (meters)     2710.76  (feet) COMP
 NO0027  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 NO0027
 NO0027  VERT ORDER      -  FIRST     CLASS II
 NO0027
 NO0027.The horizontal coordinates were determined by differentially corrected
 NO0027.hand held GPS observations or other comparable positioning techniques
 NO0027.and have an estimated accuracy of +/- 3 meters.
 NO0027
 NO0027.The orthometric height was determined by differential leveling and
 NO0027.adjusted by the NATIONAL GEODETIC SURVEY
 NO0027.in June 1991.
 NO0027
 NO0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0027.GEOID18 height accuracy estimate available here.
 NO0027
 NO0027.Click photographs - Photos may exist for this station.
 NO0027
 NO0027.The dynamic height is computed by dividing the NAVD 88
 NO0027.geopotential number by the normal gravity value computed on the
 NO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0027.degrees latitude (g = 980.6199 gals.).
 NO0027
 NO0027.The modeled gravity was interpolated from observed gravity values.
 NO0027
 NO0027;                    North         East    Units  Estimated Accuracy
 NO0027;SPC NE       -   316,033.6     473,564.7     MT  (+/- 3 meters HH1 GPS) 
 NO0027
 NO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9163926037(NAD 83)
 NO0027
 NO0027                          SUPERSEDED SURVEY CONTROL
 NO0027
 NO0027  NGVD 29 (??/??/92)  826.296  (m)         2710.94   (f) ADJ UNCH    1 2
 NO0027
 NO0027.Superseded values are not recommended for survey control.
 NO0027
 NO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0027.See file dsdata.pdf to determine how the superseded data were derived.
 NO0027
 NO0027_MARKER: DB = BENCH MARK DISK
 NO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0027_STAMPING: J 228 1946
 NO0027_MARK LOGO: CGS
 NO0027_PROJECTION: FLUSH
 NO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0027+STABILITY: SURFACE MOTION
 NO0027
 NO0027  HISTORY     - Date     Condition        Report By
 NO0027  HISTORY     - 1946     MONUMENTED       CGS
 NO0027  HISTORY     - 1975     GOOD             NGS
 NO0027
 NO0027                          STATION DESCRIPTION
 NO0027
 NO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0027'0.5 MI W FROM WOOD LAKE.
 NO0027'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NO0027'WOOD LAKE, CHERRY COUNTY, THENCE 4.8 MILES NORTHWEST ALONG U.S.
 NO0027'HIGHWAY 20, ACROSS THE HIGHWAY FROM CHICAGO AND NORTH WESTERN
 NO0027'RAILWAY MILEPOST 249, AT THE JUNCTION OF A TRACK ROAD LEADING
 NO0027'SOUTH, 96 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0027'13 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A FENCE,
 NO0027'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, IN LINE WITH A
 NO0027'ROW OF POWER-TRANSMISSION LINE POLES, AND LEVEL WITH THE HIGHWAY.
 NO0027'A STANDARD DISK, STAMPED J 228 1946 AND SET IN THE TOP OF A
 NO0027'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0027
 NO0027                          STATION RECOVERY (1975)
 NO0027
 NO0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0055 ***********************************************************************
 NO0055  DESIGNATION -  J 229
 NO0055  PID         -  NO0055
 NO0055  STATE/COUNTY-  NE/KEYA PAHA
 NO0055  COUNTRY     -  US
 NO0055  USGS QUAD   -  NORDEN (2017)
 NO0055
 NO0055                         *CURRENT SURVEY CONTROL
 NO0055  ______________________________________________________________________
 NO0055* NAD 83(1986) POSITION- 42 52 19.03   (N) 100 07 05.33   (W)   HD_HELD1
 NO0055* NAVD 88 ORTHO HEIGHT -   767.214 (meters)     2517.10  (feet) ADJUSTED
 NO0055  ______________________________________________________________________
 NO0055  GEOID HEIGHT    -        -22.911 (meters)                     GEOID18
 NO0055  DYNAMIC HEIGHT  -        766.909 (meters)     2516.10  (feet) COMP
 NO0055  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 NO0055
 NO0055  VERT ORDER      -  SECOND    CLASS 0
 NO0055
 NO0055.The horizontal coordinates were determined by differentially corrected
 NO0055.hand held GPS observations or other comparable positioning techniques
 NO0055.and have an estimated accuracy of +/- 3 meters.
 NO0055
 NO0055.The orthometric height was determined by differential leveling and
 NO0055.adjusted by the NATIONAL GEODETIC SURVEY
 NO0055.in June 1991.
 NO0055
 NO0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0055.GEOID18 height accuracy estimate available here.
 NO0055
 NO0055.Click photographs - Photos may exist for this station.
 NO0055
 NO0055.The dynamic height is computed by dividing the NAVD 88
 NO0055.geopotential number by the normal gravity value computed on the
 NO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0055.degrees latitude (g = 980.6199 gals.).
 NO0055
 NO0055.The modeled gravity was interpolated from observed gravity values.
 NO0055
 NO0055;                    North         East    Units  Estimated Accuracy
 NO0055;SPC NE       -   337,403.3     490,346.7     MT  (+/- 3 meters HH1 GPS) 
 NO0055
 NO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0867247201(NAD 83)
 NO0055
 NO0055                          SUPERSEDED SURVEY CONTROL
 NO0055
 NO0055  NGVD 29 (??/??/92)  766.900  (m)         2516.07   (f) ADJ UNCH    2 0
 NO0055
 NO0055.Superseded values are not recommended for survey control.
 NO0055
 NO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0055.See file dsdata.pdf to determine how the superseded data were derived.
 NO0055
 NO0055_MARKER: DB = BENCH MARK DISK
 NO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0055_STAMPING: J 229 1946
 NO0055_MARK LOGO: CGS
 NO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0055+STABILITY: SURFACE MOTION
 NO0055
 NO0055  HISTORY     - Date     Condition        Report By
 NO0055  HISTORY     - 1946     MONUMENTED       CGS
 NO0055  HISTORY     - 19950406 MARK NOT FOUND   NGS
 NO0055
 NO0055                          STATION DESCRIPTION
 NO0055
 NO0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0055'2.4 MI W FROM NORDEN.
 NO0055'ABOUT 2.4 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0055'CONOCO SERVICE STATION AT NORDEN, AND AT THE EAST END OF A CURVE
 NO0055'IN THE HIGHWAY, 27 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 NO0055'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 NO0055'FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NO0055'STAMPED J 229 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NO0055'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED J 229 1946.
 NO0055
 NO0055                          STATION RECOVERY (1995)
 NO0055
 NO0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0055'MARK WAS NOT FOUND.  NOTE-BELIEVED TO BE BLOWN IN BY SAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0127 ***********************************************************************
 MM0127  DESIGNATION -  J 23
 MM0127  PID         -  MM0127
 MM0127  STATE/COUNTY-  NE/LINCOLN
 MM0127  COUNTRY     -  US
 MM0127  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0127
 MM0127                         *CURRENT SURVEY CONTROL
 MM0127  ______________________________________________________________________
 MM0127* NAD 83(1986) POSITION- 41 11 16.     (N) 100 45 45.     (W)   SCALED
 MM0127* NAVD 88 ORTHO HEIGHT -   859.552 (meters)     2820.05  (feet) ADJUSTED
 MM0127  ______________________________________________________________________
 MM0127  GEOID HEIGHT    -        -22.088 (meters)                     GEOID18
 MM0127  DYNAMIC HEIGHT  -        859.054 (meters)     2818.41  (feet) COMP
 MM0127  MODELED GRAVITY -    980,014.7   (mgal)                       NAVD 88
 MM0127
 MM0127  VERT ORDER      -  FIRST     CLASS II
 MM0127
 MM0127.The horizontal coordinates were scaled from a map and have
 MM0127.an estimated accuracy of +/- 6 seconds.
 MM0127
 MM0127.The orthometric height was determined by differential leveling and
 MM0127.adjusted by the NATIONAL GEODETIC SURVEY
 MM0127.in June 1994.
 MM0127
 MM0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0127.GEOID18 height accuracy estimate available here.
 MM0127
 MM0127.Click photographs - Photos may exist for this station.
 MM0127
 MM0127.The dynamic height is computed by dividing the NAVD 88
 MM0127.geopotential number by the normal gravity value computed on the
 MM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0127.degrees latitude (g = 980.6199 gals.).
 MM0127
 MM0127.The modeled gravity was interpolated from observed gravity values.
 MM0127
 MM0127;                    North         East    Units  Estimated Accuracy
 MM0127;SPC NE       -   150,660.      436,050.      MT  (+/- 180 meters Scaled)
 MM0127
 MM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL521610(NAD 83)
 MM0127
 MM0127                          SUPERSEDED SURVEY CONTROL
 MM0127
 MM0127  NAVD 88 (06/15/91)  859.539  (m)         2820.00   (f) SUPERSEDED  1 2
 MM0127  NGVD 29 (02/14/92)  859.201  (m)         2818.90   (f) ADJUSTED    1 2
 MM0127  NGVD 29 (??/??/87)  859.201  (m)         2818.90   (f) SUPERSEDED  1 2
 MM0127
 MM0127.Superseded values are not recommended for survey control.
 MM0127
 MM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0127.See file dsdata.pdf to determine how the superseded data were derived.
 MM0127
 MM0127_MARKER: DB = BENCH MARK DISK
 MM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0127_STAMPING: J 23 1933 2818.895
 MM0127_MARK LOGO: CGS
 MM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0127+STABILITY: SURFACE MOTION
 MM0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0127+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0127
 MM0127  HISTORY     - Date     Condition        Report By
 MM0127  HISTORY     - 1933     MONUMENTED       CGS
 MM0127  HISTORY     - 1934     GOOD             CGS
 MM0127  HISTORY     - 1986     GOOD             NGS
 MM0127  HISTORY     - 19910821 GOOD             NGS
 MM0127
 MM0127                          STATION DESCRIPTION
 MM0127
 MM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0127'3 MI N FROM NORTH PLATTE.
 MM0127'3.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0127'THE INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN
 MM0127'COUNTY, AT VALLEY VIEW DAIRY, 75 FEET EAST OF THE CENTERLINE OF
 MM0127'THE OLD HIGHWAY, 30 FEET EAST OF A FENCE CORNER, 6 FEET SOUTH
 MM0127'OF THE CENTERLINE OF THE DRIVEWAY TO THE DAIRY, AND 1 FOOT NORTH
 MM0127'OF THE FENCE.  A STANDARD DISK, STAMPED 2818.895 J 23 1933 AND
 MM0127'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MM0127'GROUND.
 MM0127
 MM0127                          STATION RECOVERY (1934)
 MM0127
 MM0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0127'RECOVERED IN GOOD CONDITION.
 MM0127
 MM0127                          STATION RECOVERY (1986)
 MM0127
 MM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0127'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0127'ADD--2.1 METERS (7 FT) SOUTH OF THE CENTER OF A PRIVATE DRIVE LEADING
 MM0127'TO THE TDBS EXOTIC ANIMAL FARM, 8.2 METERS (27 FT) EAST OF A TELEPHONE
 MM0127'JUNCTION BOX AND 0.61 METER (2 FT) EAST OF A METAL WITNESS POST.  NOT
 MM0127'LEVELED TO DURING THIS SURVEY.
 MM0127
 MM0127                          STATION RECOVERY (1991)
 MM0127
 MM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0127'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0127'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0127'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 2.8 KM (1.75 MI)
 MM0127'NORTHERLY ALONG WASHBOARD ROAD, 23.6 M (77.4 FT) EAST OF THE ROAD
 MM0127'CENTER, 10.6 M (34.8 FT) SOUTHEAST OF A 72-INCH COTTONWOOD TREE, 3.0
 MM0127'M (9.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) WEST OF
 MM0127'A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A CHAIN-LINK FENCE, AND THE
 MM0127'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 MM0127'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BOB STONE, RR 3, BOX 163,
 MM0127'NORTH PLATTE, NE 69103, TELEPHONE NUMBER (308) 532-0497.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0633 ***********************************************************************
 NM0633  DESIGNATION -  J 230
 NM0633  PID         -  NM0633
 NM0633  STATE/COUNTY-  NE/DIXON
 NM0633  COUNTRY     -  US
 NM0633  USGS QUAD   -  EMERSON (2017)
 NM0633
 NM0633                         *CURRENT SURVEY CONTROL
 NM0633  ______________________________________________________________________
 NM0633* NAD 83(1986) POSITION- 42 16 35.     (N) 096 44 14.     (W)   SCALED
 NM0633* NAVD 88 ORTHO HEIGHT -   432.239 (meters)     1418.10  (feet) ADJUSTED
 NM0633  ______________________________________________________________________
 NM0633  GEOID HEIGHT    -        -25.239 (meters)                     GEOID18
 NM0633  DYNAMIC HEIGHT  -        432.094 (meters)     1417.63  (feet) COMP
 NM0633  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 NM0633
 NM0633  VERT ORDER      -  FIRST     CLASS II
 NM0633
 NM0633.The horizontal coordinates were scaled from a map and have
 NM0633.an estimated accuracy of +/- 6 seconds.
 NM0633
 NM0633.The orthometric height was determined by differential leveling and
 NM0633.adjusted by the NATIONAL GEODETIC SURVEY
 NM0633.in June 1991.
 NM0633
 NM0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0633.GEOID18 height accuracy estimate available here.
 NM0633
 NM0633.Click photographs - Photos may exist for this station.
 NM0633
 NM0633.The dynamic height is computed by dividing the NAVD 88
 NM0633.geopotential number by the normal gravity value computed on the
 NM0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0633.degrees latitude (g = 980.6199 gals.).
 NM0633
 NM0633.The modeled gravity was interpolated from observed gravity values.
 NM0633
 NM0633;                    North         East    Units  Estimated Accuracy
 NM0633;SPC NE       -   276,330.      769,020.      MT  (+/- 180 meters Scaled)
 NM0633
 NM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM865829(NAD 83)
 NM0633
 NM0633                          SUPERSEDED SURVEY CONTROL
 NM0633
 NM0633  NGVD 29 (??/??/92)  432.068  (m)         1417.54   (f) ADJ UNCH    1 2
 NM0633
 NM0633.Superseded values are not recommended for survey control.
 NM0633
 NM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0633.See file dsdata.pdf to determine how the superseded data were derived.
 NM0633
 NM0633_MARKER: DB = BENCH MARK DISK
 NM0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0633_STAMPING: J 230 1947
 NM0633_MARK LOGO: CGS
 NM0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0633+STABILITY: SURFACE MOTION
 NM0633
 NM0633  HISTORY     - Date     Condition        Report By
 NM0633  HISTORY     - 1947     MONUMENTED       CGS
 NM0633
 NM0633                          STATION DESCRIPTION
 NM0633
 NM0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0633'0.7 MI W FROM EMERSON.
 NM0633'0.7 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0633'RAILWAY FROM THE STATION AT EMERSON, AT THE TOP OF A HILL AND NEAR A
 NM0633'FARM HOUSE, 166.0 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 NM0633'CROSSING, 118.5 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 NM0633'TELEPHONE POLE NO. 0/20, 70.5 FEET SOUTHEAST OF THE SOUTHEAST
 NM0633'CORNER OF THE CONCRETE FOUNDATION OF A FARM HOUSE, 46.3 FEET
 NM0633'NORTH OF THE NORTH RAIL OF THE TRACK, 2.5 FEET WEST OF A
 NM0633'REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE,
 NM0633'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK
 NM0633'AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0312 ***********************************************************************
 MK0312  DESIGNATION -  J 231
 MK0312  PID         -  MK0312
 MK0312  STATE/COUNTY-  NE/BURT
 MK0312  COUNTRY     -  US
 MK0312  USGS QUAD   -  CRAIG (2017)
 MK0312
 MK0312                         *CURRENT SURVEY CONTROL
 MK0312  ______________________________________________________________________
 MK0312* NAD 83(1986) POSITION- 41 48 51.     (N) 096 20 50.     (W)   SCALED
 MK0312* NAVD 88 ORTHO HEIGHT -   409.008 (meters)     1341.89  (feet) ADJUSTED
 MK0312  ______________________________________________________________________
 MK0312  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 MK0312  DYNAMIC HEIGHT  -        408.855 (meters)     1341.39  (feet) COMP
 MK0312  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 MK0312
 MK0312  VERT ORDER      -  SECOND    CLASS 0
 MK0312
 MK0312.The horizontal coordinates were scaled from a map and have
 MK0312.an estimated accuracy of +/- 6 seconds.
 MK0312
 MK0312.The orthometric height was determined by differential leveling and
 MK0312.adjusted by the NATIONAL GEODETIC SURVEY
 MK0312.in June 1991.
 MK0312
 MK0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0312.GEOID18 height accuracy estimate available here.
 MK0312
 MK0312.Click photographs - Photos may exist for this station.
 MK0312
 MK0312.The dynamic height is computed by dividing the NAVD 88
 MK0312.geopotential number by the normal gravity value computed on the
 MK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0312.degrees latitude (g = 980.6199 gals.).
 MK0312
 MK0312.The modeled gravity was interpolated from observed gravity values.
 MK0312
 MK0312;                    North         East    Units  Estimated Accuracy
 MK0312;SPC NE       -   226,330.      803,330.      MT  (+/- 180 meters Scaled)
 MK0312
 MK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM203325(NAD 83)
 MK0312
 MK0312                          SUPERSEDED SURVEY CONTROL
 MK0312
 MK0312  NGVD 29 (??/??/92)  408.868  (m)         1341.43   (f) ADJ UNCH    2 0
 MK0312
 MK0312.Superseded values are not recommended for survey control.
 MK0312
 MK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0312.See file dsdata.pdf to determine how the superseded data were derived.
 MK0312
 MK0312_MARKER: DB = BENCH MARK DISK
 MK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0312_STAMPING: J 231 1947
 MK0312_MARK LOGO: CGS
 MK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0312+STABILITY: SURFACE MOTION
 MK0312
 MK0312  HISTORY     - Date     Condition        Report By
 MK0312  HISTORY     - 1947     MONUMENTED       CGS
 MK0312  HISTORY     - 1957     GOOD             CGS
 MK0312
 MK0312                          STATION DESCRIPTION
 MK0312
 MK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0312'2.7 MI NE FROM CRAIG.
 MK0312'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL AT
 MK0312'CRAIG, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0312'NORTHWEST ANGLE OF A CROSS ROAD, DIRECTLY ACROSS THE EAST-WEST
 MK0312'ROAD FROM THE NORTHEAST CORNER OF AN IRON FENCE WHICH IS AROUND
 MK0312'A POWER LINE TRANSFORMER STATION, 52.0 FEET WEST OF THE CENTER
 MK0312'OF THE NORTH-SOUTH ROAD, 29.0 FEET NORTH OF THE CENTER OF THE
 MK0312'EAST-WEST ROAD, 20.0 FEET WEST OF A FENCE CORNER POST, 2.0 FEET
 MK0312'WEST OF A REFERENCE POST, 0.8 FOOT SOUTH OF THE NORTH RIGHT OF
 MK0312'WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 MK0312'THE ROAD AND PROJECTING 0.2 FOOT.  NOTE-- THIS MARK IS 1.0 MILE
 MK0312'NORTH OF NEW U.S. HIGHWAY 73W.
 MK0312
 MK0312                          STATION RECOVERY (1957)
 MK0312
 MK0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0882 ***********************************************************************
 MJ0882  DESIGNATION -  J 232
 MJ0882  PID         -  MJ0882
 MJ0882  STATE/COUNTY-  NE/SARPY
 MJ0882  COUNTRY     -  US
 MJ0882  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0882
 MJ0882                         *CURRENT SURVEY CONTROL
 MJ0882  ______________________________________________________________________
 MJ0882* NAD 83(1986) POSITION- 41 10 58.     (N) 095 55 26.     (W)   SCALED
 MJ0882* NAVD 88 ORTHO HEIGHT -   340.596 (meters)     1117.44  (feet) ADJUSTED
 MJ0882  ______________________________________________________________________
 MJ0882  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 MJ0882  DYNAMIC HEIGHT  -        340.456 (meters)     1116.98  (feet) COMP
 MJ0882  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 MJ0882
 MJ0882  VERT ORDER      -  SECOND    CLASS 0
 MJ0882
 MJ0882.The horizontal coordinates were scaled from a map and have
 MJ0882.an estimated accuracy of +/- 6 seconds.
 MJ0882
 MJ0882.The orthometric height was determined by differential leveling and
 MJ0882.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0882.in June 1991.
 MJ0882
 MJ0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0882.GEOID18 height accuracy estimate available here.
 MJ0882
 MJ0882.Click photographs - Photos may exist for this station.
 MJ0882
 MJ0882.The dynamic height is computed by dividing the NAVD 88
 MJ0882.geopotential number by the normal gravity value computed on the
 MJ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0882.degrees latitude (g = 980.6199 gals.).
 MJ0882
 MJ0882.The modeled gravity was interpolated from observed gravity values.
 MJ0882
 MJ0882;                    North         East    Units  Estimated Accuracy
 MJ0882;SPC NE       -   157,880.      841,760.      MT  (+/- 180 meters Scaled)
 MJ0882
 MJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF547631(NAD 83)
 MJ0882
 MJ0882                          SUPERSEDED SURVEY CONTROL
 MJ0882
 MJ0882  NGVD 29 (??/??/92)  340.481  (m)         1117.06   (f) ADJ UNCH    2 0
 MJ0882
 MJ0882.Superseded values are not recommended for survey control.
 MJ0882
 MJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0882.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0882
 MJ0882_MARKER: DB = BENCH MARK DISK
 MJ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0882_STAMPING: J 232 1947
 MJ0882_MARK LOGO: CGS
 MJ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0882+STABILITY: SURFACE MOTION
 MJ0882
 MJ0882  HISTORY     - Date     Condition        Report By
 MJ0882  HISTORY     - 1947     MONUMENTED       CGS
 MJ0882
 MJ0882                          STATION DESCRIPTION
 MJ0882
 MJ0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0882'4.4 MI N FROM BELLEVUE.
 MJ0882'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0882'PUBLIC SCHOOL, THENCE 4.2 MILES NORTH ALONG NEBRASKA STATE HIGHWAY
 MJ0882'31, AT A ROAD JUNCTION, 56.0 FEET NORTHWEST OF THE NORTH END
 MJ0882'OF A CONCRETE CULVERT, 36.0 FEET NORTH OF AND 1.0 FOOT HIGHER
 MJ0882'THAN THE CENTER LINE OF THE HIGHWAY, 14.0 FEET WEST OF THE SOUTHWEST
 MJ0882'LEG OF A TRANSMISSION LINE TOWER, 2.0 FEET EAST OF A REFERENCE
 MJ0882'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH
 MJ0882'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0529 ***********************************************************************
 MK0529  DESIGNATION -  J 233
 MK0529  PID         -  MK0529
 MK0529  STATE/COUNTY-  NE/WASHINGTON
 MK0529  COUNTRY     -  US
 MK0529  USGS QUAD   -  FORT CALHOUN (2017)
 MK0529
 MK0529                         *CURRENT SURVEY CONTROL
 MK0529  ______________________________________________________________________
 MK0529* NAD 83(1986) POSITION- 41 25 19.65   (N) 096 03 01.68   (W)   HD_HELD1
 MK0529* NAVD 88 ORTHO HEIGHT -   408.749 (meters)     1341.04  (feet) ADJUSTED
 MK0529  ______________________________________________________________________
 MK0529  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 MK0529  DYNAMIC HEIGHT  -        408.550 (meters)     1340.38  (feet) COMP
 MK0529  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 MK0529
 MK0529  VERT ORDER      -  SECOND    CLASS 0
 MK0529
 MK0529.The horizontal coordinates were determined by differentially corrected
 MK0529.hand held GPS observations or other comparable positioning techniques
 MK0529.and have an estimated accuracy of +/- 3 meters.
 MK0529
 MK0529.The orthometric height was determined by differential leveling and
 MK0529.adjusted by the NATIONAL GEODETIC SURVEY
 MK0529.in June 1991.
 MK0529
 MK0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0529.GEOID18 height accuracy estimate available here.
 MK0529
 MK0529.Click photographs - Photos may exist for this station.
 MK0529
 MK0529.The dynamic height is computed by dividing the NAVD 88
 MK0529.geopotential number by the normal gravity value computed on the
 MK0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0529.degrees latitude (g = 980.6199 gals.).
 MK0529
 MK0529.The modeled gravity was interpolated from observed gravity values.
 MK0529
 MK0529;                    North         East    Units  Estimated Accuracy
 MK0529;SPC NE       -   183,933.3     829,938.5     MT  (+/- 3 meters HH1 GPS) 
 MK0529
 MK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4648489818(NAD 83)
 MK0529
 MK0529                          SUPERSEDED SURVEY CONTROL
 MK0529
 MK0529  NGVD 29 (??/??/92)  408.602  (m)         1340.56   (f) ADJ UNCH    2 0
 MK0529
 MK0529.Superseded values are not recommended for survey control.
 MK0529
 MK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0529.See file dsdata.pdf to determine how the superseded data were derived.
 MK0529
 MK0529_MARKER: DB = BENCH MARK DISK
 MK0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0529_STAMPING: J 233 1947
 MK0529_MARK LOGO: CGS
 MK0529_PROJECTION: FLUSH
 MK0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0529+STABILITY: SURFACE MOTION
 MK0529
 MK0529  HISTORY     - Date     Condition        Report By
 MK0529  HISTORY     - 1947     MONUMENTED       CGS
 MK0529  HISTORY     - 1986     GOOD             USPSQD
 MK0529
 MK0529                          STATION DESCRIPTION
 MK0529
 MK0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0529'3.2 MI SW FROM FORT CALHOUN.
 MK0529'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0529'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0529'THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 MK0529'WEST ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, 41 FEET
 MK0529'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 27 FEET SOUTH
 MK0529'OF AND LEVEL WITH THE CENTER LINE OF AN EAST-WEST ROAD, 19.5
 MK0529'FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A 4 X 4 MARKER
 MK0529'POST, 0.5 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0529'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 MK0529
 MK0529                          STATION RECOVERY (1986)
 MK0529
 MK0529'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0654 ***********************************************************************
 NM0654  DESIGNATION -  J 235
 NM0654  PID         -  NM0654
 NM0654  STATE/COUNTY-  NE/DAKOTA
 NM0654  COUNTRY     -  US
 NM0654  USGS QUAD   -  JACKSON (2017)
 NM0654
 NM0654                         *CURRENT SURVEY CONTROL
 NM0654  ______________________________________________________________________
 NM0654* NAD 83(1986) POSITION- 42 23 40.     (N) 096 34 23.     (W)   SCALED
 NM0654* NAVD 88 ORTHO HEIGHT -   345.333 (meters)     1132.98  (feet) ADJUSTED
 NM0654  ______________________________________________________________________
 NM0654  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 NM0654  DYNAMIC HEIGHT  -        345.221 (meters)     1132.61  (feet) COMP
 NM0654  MODELED GRAVITY -    980,285.0   (mgal)                       NAVD 88
 NM0654
 NM0654  VERT ORDER      -  FIRST     CLASS II
 NM0654
 NM0654.The horizontal coordinates were scaled from a map and have
 NM0654.an estimated accuracy of +/- 6 seconds.
 NM0654
 NM0654.The orthometric height was determined by differential leveling and
 NM0654.adjusted by the NATIONAL GEODETIC SURVEY
 NM0654.in June 1991.
 NM0654
 NM0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0654.GEOID18 height accuracy estimate available here.
 NM0654
 NM0654.Click photographs - Photos may exist for this station.
 NM0654
 NM0654.The dynamic height is computed by dividing the NAVD 88
 NM0654.geopotential number by the normal gravity value computed on the
 NM0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0654.degrees latitude (g = 980.6199 gals.).
 NM0654
 NM0654.The modeled gravity was interpolated from observed gravity values.
 NM0654
 NM0654;                    North         East    Units  Estimated Accuracy
 NM0654;SPC NE       -   289,950.      782,030.      MT  (+/- 180 meters Scaled)
 NM0654
 NM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM997964(NAD 83)
 NM0654
 NM0654                          SUPERSEDED SURVEY CONTROL
 NM0654
 NM0654  NGVD 29 (??/??/92)  345.170  (m)         1132.45   (f) ADJ UNCH    1 2
 NM0654
 NM0654.Superseded values are not recommended for survey control.
 NM0654
 NM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0654.See file dsdata.pdf to determine how the superseded data were derived.
 NM0654
 NM0654_MARKER: DB = BENCH MARK DISK
 NM0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0654_STAMPING: J 235 1947
 NM0654_MARK LOGO: CGS
 NM0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0654+STABILITY: SURFACE MOTION
 NM0654
 NM0654  HISTORY     - Date     Condition        Report By
 NM0654  HISTORY     - 1947     MONUMENTED       CGS
 NM0654  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0654
 NM0654                          STATION DESCRIPTION
 NM0654
 NM0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0654'1.1 MI NE FROM HUBBARD.
 NM0654'ABOUT 1.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0654'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, ABOUT SIX RAILS
 NM0654'EAST OF THE EAST END OF A TRESTLE, ACROSS THE TRACK FROM MILE
 NM0654'POST 15-15, 43.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 NM0654'NO. 35, 44.0 FEET SOUTHWEST OF A TELEPHONE POLE, 41.5 FEET
 NM0654'NORTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NM0654'TRACK, 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0654'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NM0654'GROUND.
 NM0654
 NM0654                          STATION RECOVERY (1966)
 NM0654
 NM0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0654'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0417 ***********************************************************************
 NM0417  DESIGNATION -  J 236
 NM0417  PID         -  NM0417
 NM0417  STATE/COUNTY-  NE/DAKOTA
 NM0417  COUNTRY     -  US
 NM0417  USGS QUAD   -  HOMER (2017)
 NM0417
 NM0417                         *CURRENT SURVEY CONTROL
 NM0417  ______________________________________________________________________
 NM0417* NAD 83(1986) POSITION- 42 19 43.     (N) 096 28 48.     (W)   SCALED
 NM0417* NAVD 88 ORTHO HEIGHT -   338.255 (meters)     1109.76  (feet) ADJUSTED
 NM0417  ______________________________________________________________________
 NM0417  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 NM0417  DYNAMIC HEIGHT  -        338.144 (meters)     1109.39  (feet) COMP
 NM0417  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 NM0417
 NM0417  VERT ORDER      -  SECOND    CLASS 0
 NM0417
 NM0417.The horizontal coordinates were scaled from a map and have
 NM0417.an estimated accuracy of +/- 6 seconds.
 NM0417
 NM0417.The orthometric height was determined by differential leveling and
 NM0417.adjusted by the NATIONAL GEODETIC SURVEY
 NM0417.in June 1991.
 NM0417
 NM0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0417.GEOID18 height accuracy estimate available here.
 NM0417
 NM0417.Click photographs - Photos may exist for this station.
 NM0417
 NM0417.The dynamic height is computed by dividing the NAVD 88
 NM0417.geopotential number by the normal gravity value computed on the
 NM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0417.degrees latitude (g = 980.6199 gals.).
 NM0417
 NM0417.The modeled gravity was interpolated from observed gravity values.
 NM0417
 NM0417;                    North         East    Units  Estimated Accuracy
 NM0417;SPC NE       -   282,950.      789,980.      MT  (+/- 180 meters Scaled)
 NM0417
 NM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM076893(NAD 83)
 NM0417
 NM0417                          SUPERSEDED SURVEY CONTROL
 NM0417
 NM0417  NGVD 29 (??/??/92)  338.096  (m)         1109.24   (f) ADJ UNCH    2 0
 NM0417
 NM0417.Superseded values are not recommended for survey control.
 NM0417
 NM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0417.See file dsdata.pdf to determine how the superseded data were derived.
 NM0417
 NM0417_MARKER: DB = BENCH MARK DISK
 NM0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0417_SP_SET: BRIDGE
 NM0417_STAMPING: J 236 1947
 NM0417_MARK LOGO: CGS
 NM0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0417
 NM0417  HISTORY     - Date     Condition        Report By
 NM0417  HISTORY     - 1947     MONUMENTED       CGS
 NM0417  HISTORY     - 1949     GOOD             CGS
 NM0417
 NM0417                          STATION DESCRIPTION
 NM0417
 NM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0417'0.8 MI NE FROM HOMER.
 NM0417'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0417'MAIN STREET, THENCE NORTHEAST 0.7 MILE ALONG U.S. HIGHWAY
 NM0417'NO. 77 TO SITE OF MARK.  BENCH MARK IS 14.0 FEET EAST OF AND
 NM0417'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 NM0417'SOUTHWEST END OF THE NORTHEAST CONCRETE WINGWALL OF A BRIDGE
 NM0417'AND SET IN A DRILL HOLE.
 NM0417
 NM0417                          STATION RECOVERY (1949)
 NM0417
 NM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0418 ***********************************************************************
 NM0418  DESIGNATION -  J 236 RESET
 NM0418  PID         -  NM0418
 NM0418  STATE/COUNTY-  NE/DAKOTA
 NM0418  COUNTRY     -  US
 NM0418  USGS QUAD   -  HOMER (2017)
 NM0418
 NM0418                         *CURRENT SURVEY CONTROL
 NM0418  ______________________________________________________________________
 NM0418* NAD 83(1986) POSITION- 42 19 43.     (N) 096 28 47.     (W)   SCALED
 NM0418* NAVD 88 ORTHO HEIGHT -   337.01  (meters)     1105.7   (feet) RESET
 NM0418  ______________________________________________________________________
 NM0418  GEOID HEIGHT    -        -25.884 (meters)                     GEOID18
 NM0418  VERT ORDER      -  THIRD
 NM0418
 NM0418.The horizontal coordinates were scaled from a map and have
 NM0418.an estimated accuracy of +/- 6 seconds.
 NM0418
 NM0418.The orthometric height was computed from unverified reset data.
 NM0418
 NM0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0418.GEOID18 height accuracy estimate available here.
 NM0418
 NM0418.Click photographs - Photos may exist for this station.
 NM0418
 NM0418;                    North         East    Units  Estimated Accuracy
 NM0418;SPC NE       -   282,950.      790,000.      MT  (+/- 180 meters Scaled)
 NM0418
 NM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM076893(NAD 83)
 NM0418
 NM0418                          SUPERSEDED SURVEY CONTROL
 NM0418
 NM0418  NGVD 29 (??/??/??)  336.85   (m)         1105.1    (f) RESET       3  
 NM0418
 NM0418.Superseded values are not recommended for survey control.
 NM0418
 NM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0418.See file dsdata.pdf to determine how the superseded data were derived.
 NM0418
 NM0418_MARKER: DV = VERTICAL CONTROL DISK
 NM0418_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0418+WITH SETTING: INTO GROUND
 NM0418_STAMPING: J 236 RESET 1973
 NM0418_MARK LOGO: NGS
 NM0418_MAGNETIC: I = MARKER IS A STEEL ROD
 NM0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0418
 NM0418  HISTORY     - Date     Condition        Report By
 NM0418  HISTORY     - 1973     MONUMENTED       NGS
 NM0418  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0418
 NM0418                          STATION DESCRIPTION
 NM0418
 NM0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0418'0.8 MI N FROM HOMER.
 NM0418'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST
 NM0418'ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0418'TURN LEFT AND GO NORTH ON HIGHWAY 77 FOR 0.8 MILE TO A BRIDGE
 NM0418'AND THE BENCH MARK ON THE RIGHT, 100 FEET EAST OF THE CENTER OF
 NM0418'HIGHWAY 77, ABOUT 85 FEET EAST-NORTHEAST OF THE NORTHEAST END
 NM0418'OF THE BRIDGE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 NM0418'BENCH MARK IS A STANDARD DISK STAMPED J 236 RESET 1973, CRIMPED
 NM0418'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL
 NM0418'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 NM0418'3 INCHES ABOVE THE GROUND SURFACE.
 NM0418
 NM0418                          STATION RECOVERY (2020)
 NM0418
 NM0418'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0418'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0526 ***********************************************************************
 NM0526  DESIGNATION -  J 237
 NM0526  PID         -  NM0526
 NM0526  STATE/COUNTY-  NE/THURSTON
 NM0526  COUNTRY     -  US
 NM0526  USGS QUAD   -  WALTHILL SW (2017)
 NM0526
 NM0526                         *CURRENT SURVEY CONTROL
 NM0526  ______________________________________________________________________
 NM0526* NAD 83(1986) POSITION- 42 05 21.     (N) 096 27 45.     (W)   SCALED
 NM0526* NAVD 88 ORTHO HEIGHT -   434.114 (meters)     1424.26  (feet) ADJUSTED
 NM0526  ______________________________________________________________________
 NM0526  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 NM0526  DYNAMIC HEIGHT  -        433.958 (meters)     1423.74  (feet) COMP
 NM0526  MODELED GRAVITY -    980,249.9   (mgal)                       NAVD 88
 NM0526
 NM0526  VERT ORDER      -  SECOND    CLASS 0
 NM0526
 NM0526.The horizontal coordinates were scaled from a map and have
 NM0526.an estimated accuracy of +/- 6 seconds.
 NM0526
 NM0526.The orthometric height was determined by differential leveling and
 NM0526.adjusted by the NATIONAL GEODETIC SURVEY
 NM0526.in June 1991.
 NM0526
 NM0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0526.GEOID18 height accuracy estimate available here.
 NM0526
 NM0526.Click photographs - Photos may exist for this station.
 NM0526
 NM0526.The dynamic height is computed by dividing the NAVD 88
 NM0526.geopotential number by the normal gravity value computed on the
 NM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0526.degrees latitude (g = 980.6199 gals.).
 NM0526
 NM0526.The modeled gravity was interpolated from observed gravity values.
 NM0526
 NM0526;                    North         East    Units  Estimated Accuracy
 NM0526;SPC NE       -   256,440.      792,510.      MT  (+/- 180 meters Scaled)
 NM0526
 NM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098627(NAD 83)
 NM0526
 NM0526                          SUPERSEDED SURVEY CONTROL
 NM0526
 NM0526  NGVD 29 (??/??/92)  433.958  (m)         1423.74   (f) ADJ UNCH    2 0
 NM0526
 NM0526.Superseded values are not recommended for survey control.
 NM0526
 NM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0526.See file dsdata.pdf to determine how the superseded data were derived.
 NM0526
 NM0526_MARKER: DB = BENCH MARK DISK
 NM0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0526_STAMPING: J 237 1947
 NM0526_MARK LOGO: CGS
 NM0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0526+STABILITY: SURFACE MOTION
 NM0526
 NM0526  HISTORY     - Date     Condition        Report By
 NM0526  HISTORY     - 1947     MONUMENTED       CGS
 NM0526
 NM0526                          STATION DESCRIPTION
 NM0526
 NM0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0526'4.5 MI S FROM WALTHILL.
 NM0526'TO REACH THE BURLINGTON RAILROAD STATION AT WALTHILL GO EAST 0.4
 NM0526'MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 4.1 MILES ALONG
 NM0526'U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK IS 233.0 FEET
 NM0526'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRADED DIRT ROAD,
 NM0526'87.2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE
 NM0526'WITH GUY WIRE TO WEST, 40.6 FEET EAST OF AND ABOUT LEVEL WITH
 NM0526'THE CENTER LINE OF THE HIGHWAY, 39.0 FEET SOUTH OF A LINE OF
 NM0526'POWER POLES RUNNING EAST, 11.5 FEET NORTH OF A TELEPHONE POLE,
 NM0526'1.0 FOOT WEST OF A FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NM0526'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 NM0526'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0527 ***********************************************************************
 NM0527  DESIGNATION -  J 237 RESET
 NM0527  PID         -  NM0527
 NM0527  STATE/COUNTY-  NE/THURSTON
 NM0527  COUNTRY     -  US
 NM0527  USGS QUAD   -  WALTHILL SW (2017)
 NM0527
 NM0527                         *CURRENT SURVEY CONTROL
 NM0527  ______________________________________________________________________
 NM0527* NAD 83(1986) POSITION- 42 05 23.     (N) 096 27 47.     (W)   SCALED
 NM0527* NAVD 88 ORTHO HEIGHT -   431.14  (meters)     1414.5   (feet) RESET
 NM0527  ______________________________________________________________________
 NM0527  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 NM0527  VERT ORDER      -  THIRD
 NM0527
 NM0527.The horizontal coordinates were scaled from a map and have
 NM0527.an estimated accuracy of +/- 6 seconds.
 NM0527
 NM0527.The orthometric height was computed from unverified reset data.
 NM0527
 NM0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0527.GEOID18 height accuracy estimate available here.
 NM0527
 NM0527.Click photographs - Photos may exist for this station.
 NM0527
 NM0527;                    North         East    Units  Estimated Accuracy
 NM0527;SPC NE       -   256,500.      792,460.      MT  (+/- 180 meters Scaled)
 NM0527
 NM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098628(NAD 83)
 NM0527
 NM0527                          SUPERSEDED SURVEY CONTROL
 NM0527
 NM0527  NGVD 29 (??/??/??)  430.98   (m)         1414.0    (f) RESET       3  
 NM0527
 NM0527.Superseded values are not recommended for survey control.
 NM0527
 NM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0527.See file dsdata.pdf to determine how the superseded data were derived.
 NM0527
 NM0527_MARKER: DB = BENCH MARK DISK
 NM0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0527_STAMPING: J 237 RESET 1965
 NM0527_MARK LOGO: CGS
 NM0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0527+STABILITY: SURFACE MOTION
 NM0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0527+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 NM0527
 NM0527  HISTORY     - Date     Condition        Report By
 NM0527  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0527  HISTORY     - 1967     GOOD             LOCENG
 NM0527  HISTORY     - 20160615 GOOD             NEGS
 NM0527
 NM0527                          STATION DESCRIPTION
 NM0527
 NM0527'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0527'4.5 MI S FROM WALTHILL.
 NM0527'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0527'STATION AT WALTHILL, THENCE 4.1 MILES SOUTH ALONG U.S. HIGHWAY
 NM0527'77, 67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 NM0527'STATION 535 + 79, 48 FEET NORTH OF THE CENTER LINE OF A COUNTY
 NM0527'ROAD WEST, 35 FEET WEST OF THE TOP OF PIPE CULVERT UNDER ROAD,
 NM0527'21 FEET SOUTH OF A TELEPHONE POLE, 7 FEET SOUTHEAST OF A POWER
 NM0527'LINE POLE, 2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST,
 NM0527'SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST WITH AN 8 INCH
 NM0527'SQUARE TOP PROJECTING 4 INCHES ABOVE THE GROUND, AND ABOUT 4.5
 NM0527'FEET LOWER THAN THE HIGHWAY.
 NM0527
 NM0527                          STATION RECOVERY (2016)
 NM0527
 NM0527'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0527'FOUND GOOD
 NM0527'AT MILE POST 159+61 FOR HIGHWAY 77, NNE 6.60 FEET TO SOUTH FACE OF
 NM0527'POWER POLE, WEST 0.9 FEET FROM BOTTOM STEEL WITNESS SIGN POST, 0.20
 NM0527'FEET ABOVE GROUND, A REBAR WAS DRIVEN ON THE NORTH SIDE OF BENCH MARK
 NM0527'FOR MAGNETIC MATERIAL
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0723 ***********************************************************************
 NM0723  DESIGNATION -  J 239
 NM0723  PID         -  NM0723
 NM0723  STATE/COUNTY-  NE/THURSTON
 NM0723  COUNTRY     -  US
 NM0723  USGS QUAD   -  PENDER NE (2017)
 NM0723
 NM0723                         *CURRENT SURVEY CONTROL
 NM0723  ______________________________________________________________________
 NM0723* NAD 83(1986) POSITION- 42 09 44.     (N) 096 36 33.     (W)   SCALED
 NM0723* NAVD 88 ORTHO HEIGHT -   447.433 (meters)     1467.95  (feet) ADJUSTED
 NM0723  ______________________________________________________________________
 NM0723  GEOID HEIGHT    -        -25.554 (meters)                     GEOID18
 NM0723  DYNAMIC HEIGHT  -        447.276 (meters)     1467.44  (feet) COMP
 NM0723  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 NM0723
 NM0723  VERT ORDER      -  SECOND    CLASS 0
 NM0723
 NM0723.The horizontal coordinates were scaled from a map and have
 NM0723.an estimated accuracy of +/- 6 seconds.
 NM0723
 NM0723.The orthometric height was determined by differential leveling and
 NM0723.adjusted by the NATIONAL GEODETIC SURVEY
 NM0723.in June 1991.
 NM0723
 NM0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0723.GEOID18 height accuracy estimate available here.
 NM0723
 NM0723.Click photographs - Photos may exist for this station.
 NM0723
 NM0723.The dynamic height is computed by dividing the NAVD 88
 NM0723.geopotential number by the normal gravity value computed on the
 NM0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0723.degrees latitude (g = 980.6199 gals.).
 NM0723
 NM0723.The modeled gravity was interpolated from observed gravity values.
 NM0723
 NM0723;                    North         East    Units  Estimated Accuracy
 NM0723;SPC NE       -   264,060.      780,070.      MT  (+/- 180 meters Scaled)
 NM0723
 NM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM975705(NAD 83)
 NM0723
 NM0723                          SUPERSEDED SURVEY CONTROL
 NM0723
 NM0723  NGVD 29 (??/??/92)  447.275  (m)         1467.43   (f) ADJ UNCH    2 0
 NM0723
 NM0723.Superseded values are not recommended for survey control.
 NM0723
 NM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0723.See file dsdata.pdf to determine how the superseded data were derived.
 NM0723
 NM0723_MARKER: DB = BENCH MARK DISK
 NM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0723_STAMPING: J 239 1947
 NM0723_MARK LOGO: CGS
 NM0723_PROJECTION: FLUSH
 NM0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0723+STABILITY: SURFACE MOTION
 NM0723
 NM0723  HISTORY     - Date     Condition        Report By
 NM0723  HISTORY     - 1947     MONUMENTED       CGS
 NM0723  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0723
 NM0723                          STATION DESCRIPTION
 NM0723
 NM0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0723'6 MI SE FROM THURSTON.
 NM0723'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT
 NM0723'THURSTON, THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE
 NM0723'EAST 5.0 MILES TO A CROSS ROAD, 44.2 FEET SOUTHWEST OF THE
 NM0723'CENTER OF THE INTERSECTION, 39.5 FEET WEST OF THE CENTER OF THE
 NM0723'NORTH-SOUTH ROAD, 34.5 FEET SOUTH OF A GROUP OF 6 MAIL BOXES,
 NM0723'26.1 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 3.5 FEET WEST
 NM0723'OF A TELEPHONE POLE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST
 NM0723'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NM0723
 NM0723                          STATION RECOVERY (1965)
 NM0723
 NM0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0723'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0801 ***********************************************************************
 LH0801  DESIGNATION -  J 24
 LH0801  PID         -  LH0801
 LH0801  STATE/COUNTY-  NE/GOSPER
 LH0801  COUNTRY     -  US
 LH0801  USGS QUAD   -  ELWOOD (2017)
 LH0801
 LH0801                         *CURRENT SURVEY CONTROL
 LH0801  ______________________________________________________________________
 LH0801* NAD 83(1986) POSITION- 40 35 25.     (N) 099 50 21.     (W)   SCALED
 LH0801* NAVD 88 ORTHO HEIGHT -   803.531 (meters)     2636.25  (feet) ADJUSTED
 LH0801  ______________________________________________________________________
 LH0801  GEOID HEIGHT    -        -24.259 (meters)                     GEOID18
 LH0801  DYNAMIC HEIGHT  -        803.019 (meters)     2634.57  (feet) COMP
 LH0801  MODELED GRAVITY -    979,962.1   (mgal)                       NAVD 88
 LH0801
 LH0801  VERT ORDER      -  FIRST     CLASS II
 LH0801
 LH0801.The horizontal coordinates were scaled from a map and have
 LH0801.an estimated accuracy of +/- 6 seconds.
 LH0801
 LH0801.The orthometric height was determined by differential leveling and
 LH0801.adjusted by the NATIONAL GEODETIC SURVEY
 LH0801.in June 1991.
 LH0801
 LH0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0801.GEOID18 height accuracy estimate available here.
 LH0801
 LH0801.Click photographs - Photos may exist for this station.
 LH0801
 LH0801.The dynamic height is computed by dividing the NAVD 88
 LH0801.geopotential number by the normal gravity value computed on the
 LH0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0801.degrees latitude (g = 980.6199 gals.).
 LH0801
 LH0801.The modeled gravity was interpolated from observed gravity values.
 LH0801
 LH0801;                    North         East    Units  Estimated Accuracy
 LH0801;SPC NE       -    84,060.      513,610.      MT  (+/- 180 meters Scaled)
 LH0801
 LH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK289936(NAD 83)
 LH0801
 LH0801                          SUPERSEDED SURVEY CONTROL
 LH0801
 LH0801  NGVD 29 (02/14/92)  803.227  (m)         2635.25   (f) ADJUSTED    1 2
 LH0801  NGVD 29 (??/??/87)  803.212  (m)         2635.20   (f) SUPERSEDED  1 2
 LH0801
 LH0801.Superseded values are not recommended for survey control.
 LH0801
 LH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0801.See file dsdata.pdf to determine how the superseded data were derived.
 LH0801
 LH0801_MARKER: DB = BENCH MARK DISK
 LH0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0801_STAMPING: J 24 1933
 LH0801_MARK LOGO: CGS
 LH0801_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0801+STABILITY: SURFACE MOTION
 LH0801
 LH0801  HISTORY     - Date     Condition        Report By
 LH0801  HISTORY     - 1933     MONUMENTED       CGS
 LH0801  HISTORY     - 1934     GOOD             CGS
 LH0801  HISTORY     - 1964     GOOD             CGS
 LH0801  HISTORY     - 1986     GOOD             NGS
 LH0801
 LH0801                          STATION DESCRIPTION
 LH0801
 LH0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0801'1 MI E FROM ELWOOD.
 LH0801'ABOUT 1 MILE EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 LH0801'COURTHOUSE AT ELWOOD, AT THE CROSSING OF THE CHICAGO, BURLINGTON
 LH0801'AND QUINCY RAILROAD, AT THE JUNCTION OF STATE HIGHWAY 23, 46.6
 LH0801'FEET SOUTH OF THE SOUTH RAIL, 70 FEET SOUTHEAST OF A SIGNPOST
 LH0801'BEARING THE INSCRIPTION ELWOOD, 3 FEET NORTH OF A TELEGRAPH
 LH0801'POLE, AND 44 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 21.
 LH0801'A STANDARD DISK, STAMPED J 24 1933 AND SET IN THE TOP OF A
 LH0801'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0801
 LH0801                          STATION RECOVERY (1964)
 LH0801
 LH0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH0801'RECOVERED IN GOOD CONDITION.
 LH0801
 LH0801                          STATION RECOVERY (1986)
 LH0801
 LH0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0801'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 LH0801'MI) NORTH ALONG US HGIHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0801'THENCE 1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 23, IN THE NORTHEAST
 LH0801'CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH, 12.6 METERS
 LH0801'(41.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.6 METERS (67.5 FT) EAST
 LH0801'OF THE CENTER OF THE ROAD AND 14.0 METERS (46 FT) SOUTH OF THE SOUTH
 LH0801'RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 LH0801'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0801'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0448 ***********************************************************************
 NM0448  DESIGNATION -  J 240
 NM0448  PID         -  NM0448
 NM0448  STATE/COUNTY-  NE/THURSTON
 NM0448  COUNTRY     -  US
 NM0448  USGS QUAD   -  MACY (2017)
 NM0448
 NM0448                         *CURRENT SURVEY CONTROL
 NM0448  ______________________________________________________________________
 NM0448* NAD 83(1986) POSITION- 42 05 58.     (N) 096 20 04.     (W)   SCALED
 NM0448* NAVD 88 ORTHO HEIGHT -   348.686 (meters)     1143.98  (feet) ADJUSTED
 NM0448  ______________________________________________________________________
 NM0448  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 NM0448  DYNAMIC HEIGHT  -        348.564 (meters)     1143.58  (feet) COMP
 NM0448  MODELED GRAVITY -    980,263.8   (mgal)                       NAVD 88
 NM0448
 NM0448  VERT ORDER      -  SECOND    CLASS 0
 NM0448
 NM0448.The horizontal coordinates were scaled from a map and have
 NM0448.an estimated accuracy of +/- 6 seconds.
 NM0448
 NM0448.The orthometric height was determined by differential leveling and
 NM0448.adjusted by the NATIONAL GEODETIC SURVEY
 NM0448.in June 1991.
 NM0448
 NM0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0448.GEOID18 height accuracy estimate available here.
 NM0448
 NM0448.Click photographs - Photos may exist for this station.
 NM0448
 NM0448.The dynamic height is computed by dividing the NAVD 88
 NM0448.geopotential number by the normal gravity value computed on the
 NM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0448.degrees latitude (g = 980.6199 gals.).
 NM0448
 NM0448.The modeled gravity was interpolated from observed gravity values.
 NM0448
 NM0448;                    North         East    Units  Estimated Accuracy
 NM0448;SPC NE       -   258,030.      803,040.      MT  (+/- 180 meters Scaled)
 NM0448
 NM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM204642(NAD 83)
 NM0448
 NM0448                          SUPERSEDED SURVEY CONTROL
 NM0448
 NM0448  NGVD 29 (??/??/92)  348.537  (m)         1143.49   (f) ADJ UNCH    2 0
 NM0448
 NM0448.Superseded values are not recommended for survey control.
 NM0448
 NM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0448.See file dsdata.pdf to determine how the superseded data were derived.
 NM0448
 NM0448_MARKER: DB = BENCH MARK DISK
 NM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0448_STAMPING: J 240 1947
 NM0448_MARK LOGO: CGS
 NM0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0448+STABILITY: SURFACE MOTION
 NM0448
 NM0448  HISTORY     - Date     Condition        Report By
 NM0448  HISTORY     - 1947     MONUMENTED       CGS
 NM0448
 NM0448                          STATION DESCRIPTION
 NM0448
 NM0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0448'11.2 MI SE FROM WALTHILL.
 NM0448'6.5 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0448'AT WALTHILL, THENCE SOUTHEAST 4.7 MILES ALONG U.S. HIGHWAY
 NM0448'NO. 73 E, 0.1 MILE EAST OF A FARM HOUSE, 90.0 FEET SOUTHWEST OF A
 NM0448'POWER POLE, 37.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 13.3
 NM0448'SOUTH OF THE CENTER OF A FARM DRIVEWAY, 4.8 FEET SOUTH OF A GATE
 NM0448'POST, 2.0 FEET EAST OF A BARBED WIRE FENCE, 2.0 FEET NORTH OF A
 NM0448'4 IN X 4 IN AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0448'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0449 ***********************************************************************
 NM0449  DESIGNATION -  J 240 RESET
 NM0449  PID         -  NM0449
 NM0449  STATE/COUNTY-  NE/THURSTON
 NM0449  COUNTRY     -  US
 NM0449  USGS QUAD   -  MACY (2017)
 NM0449
 NM0449                         *CURRENT SURVEY CONTROL
 NM0449  ______________________________________________________________________
 NM0449* NAD 83(1986) POSITION- 42 05 58.     (N) 096 20 05.     (W)   SCALED
 NM0449* NAVD 88 ORTHO HEIGHT -   351.73  (meters)     1154.0   (feet) RESET
 NM0449  ______________________________________________________________________
 NM0449  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 NM0449  VERT ORDER      -  THIRD
 NM0449
 NM0449.The horizontal coordinates were scaled from a map and have
 NM0449.an estimated accuracy of +/- 6 seconds.
 NM0449
 NM0449.The orthometric height was computed from unverified reset data.
 NM0449
 NM0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0449.GEOID18 height accuracy estimate available here.
 NM0449
 NM0449.Click photographs - Photos may exist for this station.
 NM0449
 NM0449;                    North         East    Units  Estimated Accuracy
 NM0449;SPC NE       -   258,020.      803,020.      MT  (+/- 180 meters Scaled)
 NM0449
 NM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM203642(NAD 83)
 NM0449
 NM0449                          SUPERSEDED SURVEY CONTROL
 NM0449
 NM0449  NGVD 29 (??/??/??)  351.58   (m)         1153.5    (f) RESET       3  
 NM0449
 NM0449.Superseded values are not recommended for survey control.
 NM0449
 NM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0449.See file dsdata.pdf to determine how the superseded data were derived.
 NM0449
 NM0449_MARKER: DB = BENCH MARK DISK
 NM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0449_STAMPING: J 240 1947 RESET 1961
 NM0449_MARK LOGO: CGS
 NM0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0449+STABILITY: SURFACE MOTION
 NM0449
 NM0449  HISTORY     - Date     Condition        Report By
 NM0449  HISTORY     - 1961     MONUMENTED       CGS
 NM0449
 NM0449                          STATION DESCRIPTION
 NM0449
 NM0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM0449'11.2 MI SE FROM WALTHILL.
 NM0449'6.5 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0449'WALTHILL, THENCE SOUTHEAST ALONG U.S. HIGHWAY 73 FOR 4.7 MILES,
 NM0449'OR, 0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0449'DECATUR, THENCE NORTHWEST 8.1 MILES ALONG U.S. HIGHWAY 73, 1.0
 NM0449'MILE NORTHWEST OF BENCH MARK T 248 1947 RESET 1961, 0.8 MILE
 NM0449'SOUTHEAST OF BENCH MARK H 240, 116 FEET WEST-SOUTHWEST OF THE
 NM0449'CENTER OF U.S. HIGHWAY 73, 2 FEET EAST-NORTHEAST OF A TELEPHONE
 NM0449'POLE, AND 1 FOOT SOUTH OF A STEEL WITNESS POST, AND SET IN THE TOP
 NM0449'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0296 ***********************************************************************
 MK0296  DESIGNATION -  J 241
 MK0296  PID         -  MK0296
 MK0296  STATE/COUNTY-  NE/BURT
 MK0296  COUNTRY     -  US
 MK0296  USGS QUAD   -  BERTHA (2017)
 MK0296
 MK0296                         *CURRENT SURVEY CONTROL
 MK0296  ______________________________________________________________________
 MK0296* NAD 83(1986) POSITION- 41 53 13.     (N) 096 17 24.     (W)   SCALED
 MK0296* NAVD 88 ORTHO HEIGHT -   382.594 (meters)     1255.23  (feet) ADJUSTED
 MK0296  ______________________________________________________________________
 MK0296  GEOID HEIGHT    -        -26.596 (meters)                     GEOID18
 MK0296  DYNAMIC HEIGHT  -        382.449 (meters)     1254.75  (feet) COMP
 MK0296  MODELED GRAVITY -    980,233.8   (mgal)                       NAVD 88
 MK0296
 MK0296  VERT ORDER      -  SECOND    CLASS 0
 MK0296
 MK0296.The horizontal coordinates were scaled from a map and have
 MK0296.an estimated accuracy of +/- 6 seconds.
 MK0296
 MK0296.The orthometric height was determined by differential leveling and
 MK0296.adjusted by the NATIONAL GEODETIC SURVEY
 MK0296.in June 1991.
 MK0296
 MK0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0296.GEOID18 height accuracy estimate available here.
 MK0296
 MK0296.Click photographs - Photos may exist for this station.
 MK0296
 MK0296.The dynamic height is computed by dividing the NAVD 88
 MK0296.geopotential number by the normal gravity value computed on the
 MK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0296.degrees latitude (g = 980.6199 gals.).
 MK0296
 MK0296.The modeled gravity was interpolated from observed gravity values.
 MK0296
 MK0296;                    North         East    Units  Estimated Accuracy
 MK0296;SPC NE       -   234,610.      807,730.      MT  (+/- 180 meters Scaled)
 MK0296
 MK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM248407(NAD 83)
 MK0296
 MK0296                          SUPERSEDED SURVEY CONTROL
 MK0296
 MK0296  NGVD 29 (??/??/92)  382.445  (m)         1254.74   (f) ADJ UNCH    2 0
 MK0296
 MK0296.Superseded values are not recommended for survey control.
 MK0296
 MK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0296.See file dsdata.pdf to determine how the superseded data were derived.
 MK0296
 MK0296_MARKER: DB = BENCH MARK DISK
 MK0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0296_SP_SET: CULVERT HEADWALL
 MK0296_STAMPING: J 241 1947
 MK0296_MARK LOGO: CGS
 MK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0296+STABILITY: SURFACE MOTION
 MK0296
 MK0296  HISTORY     - Date     Condition        Report By
 MK0296  HISTORY     - 1947     MONUMENTED       CGS
 MK0296
 MK0296                          STATION DESCRIPTION
 MK0296
 MK0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0296'10.7 MI NE FROM CRAIG.
 MK0296'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL AT
 MK0296'CRAIG, THENCE 7.0 MILES NORTH AND 3.0 MILES EAST ALONG GRAVEL
 MK0296'ROADS, 3.0 MILES EAST OF THE BERTHA GENERAL STORE, IN THE
 MK0296'NORTHWEST ANGLE OF A CROSS ROAD, 44.0 FEET WEST OF THE CENTER
 MK0296'OF THE NORTH-SOUTH ROAD, 21.0 FEET NORTH OF THE CENTER OF THE
 MK0296'EAST-WEST ROAD, 11.0 FEET SOUTH OF R E A POWER LINE POLE NO.
 MK0296'C5 48, SET IN TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 MK0296'LARGE DOUBLE PASSAGE CONCRETE CULVERT UNDER THE ROAD INTERSECTION,
 MK0296'ABOUT 2 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0167 ***********************************************************************
 MK0167  DESIGNATION -  J 242
 MK0167  PID         -  MK0167
 MK0167  STATE/COUNTY-  NE/BURT
 MK0167  COUNTRY     -  US
 MK0167  USGS QUAD   -  TEKAMAH NW (2017)
 MK0167
 MK0167                         *CURRENT SURVEY CONTROL
 MK0167  ______________________________________________________________________
 MK0167* NAD 83(1986) POSITION- 41 56 44.     (N) 096 12 21.     (W)   SCALED
 MK0167* NAVD 88 ORTHO HEIGHT -   318.716 (meters)     1045.65  (feet) ADJUSTED
 MK0167  ______________________________________________________________________
 MK0167  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 MK0167  DYNAMIC HEIGHT  -        318.600 (meters)     1045.27  (feet) COMP
 MK0167  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 MK0167
 MK0167  VERT ORDER      -  SECOND    CLASS 0
 MK0167
 MK0167.The horizontal coordinates were scaled from a map and have
 MK0167.an estimated accuracy of +/- 6 seconds.
 MK0167
 MK0167.The orthometric height was determined by differential leveling and
 MK0167.adjusted by the NATIONAL GEODETIC SURVEY
 MK0167.in June 1991.
 MK0167
 MK0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0167.GEOID18 height accuracy estimate available here.
 MK0167
 MK0167.Click photographs - Photos may exist for this station.
 MK0167
 MK0167.The dynamic height is computed by dividing the NAVD 88
 MK0167.geopotential number by the normal gravity value computed on the
 MK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0167.degrees latitude (g = 980.6199 gals.).
 MK0167
 MK0167.The modeled gravity was interpolated from observed gravity values.
 MK0167
 MK0167;                    North         East    Units  Estimated Accuracy
 MK0167;SPC NE       -   241,410.      814,420.      MT  (+/- 180 meters Scaled)
 MK0167
 MK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM316475(NAD 83)
 MK0167
 MK0167                          SUPERSEDED SURVEY CONTROL
 MK0167
 MK0167  NGVD 29 (??/??/92)  318.573  (m)         1045.18   (f) ADJ UNCH    2 0
 MK0167
 MK0167.Superseded values are not recommended for survey control.
 MK0167
 MK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0167.See file dsdata.pdf to determine how the superseded data were derived.
 MK0167
 MK0167_MARKER: DB = BENCH MARK DISK
 MK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0167_STAMPING: J 242 1947
 MK0167_MARK LOGO: CGS
 MK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0167+STABILITY: SURFACE MOTION
 MK0167
 MK0167  HISTORY     - Date     Condition        Report By
 MK0167  HISTORY     - 1947     MONUMENTED       CGS
 MK0167  HISTORY     - 1974     GOOD             LOCSUR
 MK0167
 MK0167                          STATION DESCRIPTION
 MK0167
 MK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0167'6.2 MI SE FROM DECATUR.
 MK0167'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0167'AT DECATUR, THENCE 2.1 MILES EAST AND 2.75 MILES SOUTH ALONG
 MK0167'A GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST T ROAD, 256.0
 MK0167'FEET EAST OF A POINT IN LINE WITH THE CENTER OF THE NORTH-SOUTH
 MK0167'ROAD, 116.0 FEET WEST OF A POWER LINE POLE, 27.0 FEET SOUTH
 MK0167'OF THE CENTER OF THE EAST-WEST ROAD, 2.0 FEET WEST OF A REFERENCE
 MK0167'POST, 1.0 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A
 MK0167'CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0167
 MK0167                          STATION RECOVERY (1974)
 MK0167
 MK0167'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2194 ***********************************************************************
 MK2194  DESIGNATION -  J 243 RESET
 MK2194  PID         -  MK2194
 MK2194  STATE/COUNTY-  NE/DOUGLAS
 MK2194  COUNTRY     -  US
 MK2194  USGS QUAD   -  IRVINGTON (2017)
 MK2194
 MK2194                         *CURRENT SURVEY CONTROL
 MK2194  ______________________________________________________________________
 MK2194* NAD 83(1986) POSITION- 41 19 02.77   (N) 096 04 54.72   (W)   HD_HELD1
 MK2194* NAVD 88 ORTHO HEIGHT -   372.39  (meters)     1221.7   (feet) RESET
 MK2194  ______________________________________________________________________
 MK2194  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 MK2194  VERT ORDER      -  THIRD
 MK2194
 MK2194.The horizontal coordinates were determined by differentially corrected
 MK2194.hand held GPS observations or other comparable positioning techniques
 MK2194.and have an estimated accuracy of +/- 3 meters.
 MK2194
 MK2194.The orthometric height was computed from unverified reset data.
 MK2194
 MK2194.No vertical observational check was made to the station.
 MK2194
 MK2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2194.GEOID18 height accuracy estimate available here.
 MK2194
 MK2194.Click photographs - Photos may exist for this station.
 MK2194
 MK2194;                    North         East    Units  Estimated Accuracy
 MK2194;SPC NE       -   172,203.0     827,843.7     MT  (+/- 3 meters HH1 GPS) 
 MK2194
 MK2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4425178104(NAD 83)
 MK2194
 MK2194                          SUPERSEDED SURVEY CONTROL
 MK2194
 MK2194  NGVD 29 (01/31/13)  372.27   (m)         1221.4    (f) RESET       3  
 MK2194
 MK2194.Superseded values are not recommended for survey control.
 MK2194
 MK2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2194.See file dsdata.pdf to determine how the superseded data were derived.
 MK2194
 MK2194_MARKER: DV = VERTICAL CONTROL DISK
 MK2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2194_STAMPING: J 243 RESET 1990
 MK2194_MARK LOGO: NGS
 MK2194_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2194+STABILITY: SURFACE MOTION
 MK2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2194+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2011
 MK2194
 MK2194  HISTORY     - Date     Condition        Report By
 MK2194  HISTORY     - 1990     MONUMENTED       NEDR
 MK2194  HISTORY     - 20110126 GOOD             INDIV
 MK2194
 MK2194                          STATION DESCRIPTION
 MK2194
 MK2194'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 MK2194'IN THE NORTHWEST PART OF OMAHA AND ON STREET RIGHT-OF-WAY, FROM THE
 MK2194'MILITARY AVENUE BRIDGE OVER INTERSTATE HIGHWAY 680, IN OMAHA, GO WEST
 MK2194'ON MILITARY AVENUE FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH
 MK2194'108TH STREET.  TURN RIGHT AND FOLLOW AN OILED ROAD NORTH FOR 0.25 MI
 MK2194'(0.40 KM) TO A CURVE TO THE WEST AND THE BENCH MARK.  THE DISK IS SET
 MK2194'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH GROUND.
 MK2194'IT IS 140.35 FT (42.78 M) WEST FROM THE TOP OF A FIRE HYDRANT, 56.80
 MK2194'FT (17.31 M) NORTHWEST FROM THE NORTHWEST CORNER OF AN ELECTRICAL
 MK2194'BOX, 44.5 FT (13.6 M) SOUTH FROM THE CENTERLINE OF MILITARY ROAD AND
 MK2194'4.92 FT (1.50 M) NORTH FROM THE BOTTOM OF A WITNESS POST.
 MK2194
 MK2194                          STATION RECOVERY (2011)
 MK2194
 MK2194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0370 ***********************************************************************
 MK0370  DESIGNATION -  J 245
 MK0370  PID         -  MK0370
 MK0370  STATE/COUNTY-  NE/BURT
 MK0370  COUNTRY     -  US
 MK0370  USGS QUAD   -  TEKAMAH (2017)
 MK0370
 MK0370                         *CURRENT SURVEY CONTROL
 MK0370  ______________________________________________________________________
 MK0370* NAD 83(1986) POSITION- 41 45 21.     (N) 096 13 52.     (W)   SCALED
 MK0370* NAVD 88 ORTHO HEIGHT -   326.920 (meters)     1072.57  (feet) ADJUSTED
 MK0370  ______________________________________________________________________
 MK0370  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 MK0370  DYNAMIC HEIGHT  -        326.791 (meters)     1072.15  (feet) COMP
 MK0370  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 MK0370
 MK0370  VERT ORDER      -  SECOND    CLASS 0
 MK0370
 MK0370.The horizontal coordinates were scaled from a map and have
 MK0370.an estimated accuracy of +/- 6 seconds.
 MK0370
 MK0370.The orthometric height was determined by differential leveling and
 MK0370.adjusted by the NATIONAL GEODETIC SURVEY
 MK0370.in June 1991.
 MK0370
 MK0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0370.GEOID18 height accuracy estimate available here.
 MK0370
 MK0370.Click photographs - Photos may exist for this station.
 MK0370
 MK0370.The dynamic height is computed by dividing the NAVD 88
 MK0370.geopotential number by the normal gravity value computed on the
 MK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0370.degrees latitude (g = 980.6199 gals.).
 MK0370
 MK0370.The modeled gravity was interpolated from observed gravity values.
 MK0370
 MK0370;                    North         East    Units  Estimated Accuracy
 MK0370;SPC NE       -   220,280.      813,240.      MT  (+/- 180 meters Scaled)
 MK0370
 MK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM301263(NAD 83)
 MK0370
 MK0370                          SUPERSEDED SURVEY CONTROL
 MK0370
 MK0370  NGVD 29 (??/??/92)  326.783  (m)         1072.12   (f) ADJ UNCH    2 0
 MK0370
 MK0370.Superseded values are not recommended for survey control.
 MK0370
 MK0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0370.See file dsdata.pdf to determine how the superseded data were derived.
 MK0370
 MK0370_MARKER: DB = BENCH MARK DISK
 MK0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0370_STAMPING: J 245 1947
 MK0370_MARK LOGO: CGS
 MK0370_PROJECTION: PROJECTING 3 CENTIMETERS
 MK0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0370+STABILITY: SURFACE MOTION
 MK0370
 MK0370  HISTORY     - Date     Condition        Report By
 MK0370  HISTORY     - 1947     MONUMENTED       CGS
 MK0370
 MK0370                          STATION DESCRIPTION
 MK0370
 MK0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0370'1.2 MI SW FROM TEKAMAH.
 MK0370'1.2 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ST.
 MK0370'PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH, AT A
 MK0370'GRAVEL CROSS ROAD, 77.0 FEET SOUTHWEST OF AND ACROSS THE EAST-WEST
 MK0370'ROAD FROM R E A POWER LINE POLE NO. B8 55, 55.0 FEET NORTHWEST
 MK0370'OF THE CENTER OF THE SOUTHWEST-NORTHEAST ROAD, 30.0 FEET SOUTH
 MK0370'OF THE CENTER OF THE EAST-WEST ROAD, 21.0 FEET WEST OF A FENCE
 MK0370'CORNER POST, 2.0 FEET WEST OF A REFERENCE POST, 0.7 FOOT NORTH
 MK0370'OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 MK0370'THE SAME ELEVATION AS THE EAST-WEST ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0585 ***********************************************************************
 NM0585  DESIGNATION -  J 246
 NM0585  PID         -  NM0585
 NM0585  STATE/COUNTY-  NE/CUMING
 NM0585  COUNTRY     -  US
 NM0585  USGS QUAD   -  PENDER (2017)
 NM0585
 NM0585                         *CURRENT SURVEY CONTROL
 NM0585  ______________________________________________________________________
 NM0585* NAD 83(1986) POSITION- 42 03 53.     (N) 096 38 53.     (W)   SCALED
 NM0585* NAVD 88 ORTHO HEIGHT -   399.052 (meters)     1309.22  (feet) ADJUSTED
 NM0585  ______________________________________________________________________
 NM0585  GEOID HEIGHT    -        -25.492 (meters)                     GEOID18
 NM0585  DYNAMIC HEIGHT  -        398.908 (meters)     1308.75  (feet) COMP
 NM0585  MODELED GRAVITY -    980,249.9   (mgal)                       NAVD 88
 NM0585
 NM0585  VERT ORDER      -  SECOND    CLASS 0
 NM0585
 NM0585.The horizontal coordinates were scaled from a map and have
 NM0585.an estimated accuracy of +/- 6 seconds.
 NM0585
 NM0585.The orthometric height was determined by differential leveling and
 NM0585.adjusted by the NATIONAL GEODETIC SURVEY
 NM0585.in June 1991.
 NM0585
 NM0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0585.GEOID18 height accuracy estimate available here.
 NM0585
 NM0585.Click photographs - Photos may exist for this station.
 NM0585
 NM0585.The dynamic height is computed by dividing the NAVD 88
 NM0585.geopotential number by the normal gravity value computed on the
 NM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0585.degrees latitude (g = 980.6199 gals.).
 NM0585
 NM0585.The modeled gravity was interpolated from observed gravity values.
 NM0585
 NM0585;                    North         East    Units  Estimated Accuracy
 NM0585;SPC NE       -   253,120.      777,280.      MT  (+/- 180 meters Scaled)
 NM0585
 NM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM945596(NAD 83)
 NM0585
 NM0585                          SUPERSEDED SURVEY CONTROL
 NM0585
 NM0585  NGVD 29 (??/??/92)  398.895  (m)         1308.71   (f) ADJ UNCH    2 0
 NM0585
 NM0585.Superseded values are not recommended for survey control.
 NM0585
 NM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0585.See file dsdata.pdf to determine how the superseded data were derived.
 NM0585
 NM0585_MARKER: DB = BENCH MARK DISK
 NM0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0585_STAMPING: J 246 1947
 NM0585_MARK LOGO: CGS
 NM0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0585+STABILITY: SURFACE MOTION
 NM0585
 NM0585  HISTORY     - Date     Condition        Report By
 NM0585  HISTORY     - 1947     MONUMENTED       CGS
 NM0585
 NM0585                          STATION DESCRIPTION
 NM0585
 NM0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0585'4.6 MI SE FROM PENDER.
 NM0585'4.55 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0585'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0585'PENDER, 141.5 FEET NORTHEAST OF AND ACROSS THE TRACK AND THE
 NM0585'HIGHWAY FROM MILE POST SU. C. 46, 113.3 FEET NORTHEAST OF AND
 NM0585'ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL OF THE TRACK, 85.3
 NM0585'FEET NORTH OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 NM0585'NO. 4, 80.0 FEET EAST OF AND ACROSS THE HIGHWAY FROM TELEPHONE
 NM0585'POLE NO. 45.40, 46.0 FEET NORTHWEST OF A POINT IN LINE WITH
 NM0585'THE CENTER OF A DIRT ROAD LEADING ACROSS THE TRACK, 31.0 FEET
 NM0585'NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.2 FOOT NORTHWEST OF
 NM0585'A REFERENCE POST, 0.2 FOOT SOUTHWEST OF THE NORTHEAST HIGHWAY
 NM0585'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM0585'AS THE HIGHWAY AND PROJECTING 0.1 FOOT.  NOTE-- THIS BENCH MARK
 NM0585'IS ALSO 5.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0585'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0585'BANCROFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0586 ***********************************************************************
 NM0586  DESIGNATION -  J 246 RESET
 NM0586  PID         -  NM0586
 NM0586  STATE/COUNTY-  NE/CUMING
 NM0586  COUNTRY     -  US
 NM0586  USGS QUAD   -  PENDER (2017)
 NM0586
 NM0586                         *CURRENT SURVEY CONTROL
 NM0586  ______________________________________________________________________
 NM0586* NAD 83(1986) POSITION- 42 03 53.     (N) 096 38 52.     (W)   SCALED
 NM0586* NAVD 88 ORTHO HEIGHT -   398.54  (meters)     1307.5   (feet) RESET
 NM0586  ______________________________________________________________________
 NM0586  GEOID HEIGHT    -        -25.493 (meters)                     GEOID18
 NM0586  VERT ORDER      -  THIRD
 NM0586
 NM0586.The horizontal coordinates were scaled from a map and have
 NM0586.an estimated accuracy of +/- 6 seconds.
 NM0586
 NM0586.The orthometric height was computed from unverified reset data.
 NM0586
 NM0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0586.GEOID18 height accuracy estimate available here.
 NM0586
 NM0586.Click photographs - Photos may exist for this station.
 NM0586
 NM0586;                    North         East    Units  Estimated Accuracy
 NM0586;SPC NE       -   253,120.      777,300.      MT  (+/- 180 meters Scaled)
 NM0586
 NM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM946596(NAD 83)
 NM0586
 NM0586                          SUPERSEDED SURVEY CONTROL
 NM0586
 NM0586.No superseded survey control is available for this station.
 NM0586
 NM0586_MARKER: DB = BENCH MARK DISK
 NM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0586_STAMPING: J 246 RESET 1948
 NM0586_MARK LOGO: CGS
 NM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0586+STABILITY: SURFACE MOTION
 NM0586
 NM0586  HISTORY     - Date     Condition        Report By
 NM0586  HISTORY     - 1948     MONUMENTED       CGS
 NM0586  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0586
 NM0586                          STATION DESCRIPTION
 NM0586
 NM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0586'4.6 MI SE FROM PENDER.
 NM0586'IN CUMING COUNTY, 5.2 MILES NORTHWEST ALONG THE CHICAGO, ST.
 NM0586'PAUL, MINNESOTA AND OMAHA RAILWAY OR STATE HIGHWAY 16 FROM THE
 NM0586'STATION AT BANCROFT, CUMING COUNTY, 4.6 MILES SOUTHEAST OF THE
 NM0586'STATION PENDER, THURSTON COUNTY, NORTHEAST ACROSS THE TRACK
 NM0586'AND THE HIGHWAY FROM MILEPOST 46, IN SECTION 8, T 24 N, R 7 E,
 NM0586'AT A DIRT-ROAD CROSSING, 190 FEET NORTHWEST OF A DRAINAGE
 NM0586'STRUCTURE, AND 35 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 NM0586'A STANDARD DISK, STAMPED J 246 RESET 1948 AND SET IN THE TOP
 NM0586'OF A CONCRETE POST.
 NM0586
 NM0586                          STATION RECOVERY (1965)
 NM0586
 NM0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0433 ***********************************************************************
 MK0433  DESIGNATION -  J 247 RESET
 MK0433  PID         -  MK0433
 MK0433  STATE/COUNTY-  NE/WASHINGTON
 MK0433  COUNTRY     -  US
 MK0433  USGS QUAD   -  ORUM (2017)
 MK0433
 MK0433                         *CURRENT SURVEY CONTROL
 MK0433  ______________________________________________________________________
 MK0433* NAD 83(1986) POSITION- 41 32 19.     (N) 096 22 01.     (W)   SCALED
 MK0433* NAVD 88 ORTHO HEIGHT -   387.06  (meters)     1269.9   (feet) RESET
 MK0433  ______________________________________________________________________
 MK0433  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 MK0433  VERT ORDER      -  THIRD
 MK0433
 MK0433.The horizontal coordinates were scaled from a map and have
 MK0433.an estimated accuracy of +/- 6 seconds.
 MK0433
 MK0433.The orthometric height was computed from unverified reset data.
 MK0433
 MK0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0433.GEOID18 height accuracy estimate available here.
 MK0433
 MK0433.Click photographs - Photos may exist for this station.
 MK0433
 MK0433;                    North         East    Units  Estimated Accuracy
 MK0433;SPC NE       -   195,700.      802,970.      MT  (+/- 180 meters Scaled)
 MK0433
 MK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM196018(NAD 83)
 MK0433
 MK0433                          SUPERSEDED SURVEY CONTROL
 MK0433
 MK0433  NGVD 29 (??/??/??)  386.91   (m)         1269.4    (f) RESET       3  
 MK0433
 MK0433.Superseded values are not recommended for survey control.
 MK0433
 MK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0433.See file dsdata.pdf to determine how the superseded data were derived.
 MK0433
 MK0433_MARKER: DB = BENCH MARK DISK
 MK0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0433_STAMPING: J 247 1947 RESET 1964
 MK0433_MARK LOGO: CGS
 MK0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0433+STABILITY: SURFACE MOTION
 MK0433
 MK0433  HISTORY     - Date     Condition        Report By
 MK0433  HISTORY     - 1964     MONUMENTED       BOR
 MK0433
 MK0433                          STATION DESCRIPTION
 MK0433
 MK0433'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0433'3.4 MI E FROM FONTANELLE.
 MK0433'ABOUT 0.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 MK0433'FONTANELLE, THENCE 3.25 MILES EAST ALONG STATE HIGHWAY 91, AT
 MK0433'THE NORTHEAST ANGLE OF A CROSS ROAD, 119 FEET NORTH OF THE CENTER
 MK0433'LINE OF HIGHWAY 91, 29 FEET EAST OF THE CENTERLINE OF A COUNTY
 MK0433'ROAD, 1.0 FOOT NORTH OF A WITNESS POST, 1.0 FOOT WEST OF A FENCE,
 MK0433'151 FEET NORTH AND 68 FEET EAST OF THE ORIGINAL LOCATION OF THE
 MK0433'MARK, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0541 ***********************************************************************
 NM0541  DESIGNATION -  J 248
 NM0541  PID         -  NM0541
 NM0541  STATE/COUNTY-  NE/THURSTON
 NM0541  COUNTRY     -  US
 NM0541  USGS QUAD   -  WALTHILL SW (2017)
 NM0541
 NM0541                         *CURRENT SURVEY CONTROL
 NM0541  ______________________________________________________________________
 NM0541* NAD 83(1986) POSITION- 42 02 46.     (N) 096 25 28.     (W)   SCALED
 NM0541* NAVD 88 ORTHO HEIGHT -   437.591 (meters)     1435.66  (feet) ADJUSTED
 NM0541  ______________________________________________________________________
 NM0541  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 NM0541  DYNAMIC HEIGHT  -        437.435 (meters)     1435.15  (feet) COMP
 NM0541  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 NM0541
 NM0541  VERT ORDER      -  SECOND    CLASS 0
 NM0541
 NM0541.The horizontal coordinates were scaled from a map and have
 NM0541.an estimated accuracy of +/- 6 seconds.
 NM0541
 NM0541.The orthometric height was determined by differential leveling and
 NM0541.adjusted by the NATIONAL GEODETIC SURVEY
 NM0541.in June 1991.
 NM0541
 NM0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0541.GEOID18 height accuracy estimate available here.
 NM0541
 NM0541.Click photographs - Photos may exist for this station.
 NM0541
 NM0541.The dynamic height is computed by dividing the NAVD 88
 NM0541.geopotential number by the normal gravity value computed on the
 NM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0541.degrees latitude (g = 980.6199 gals.).
 NM0541
 NM0541.The modeled gravity was interpolated from observed gravity values.
 NM0541
 NM0541;                    North         East    Units  Estimated Accuracy
 NM0541;SPC NE       -   251,800.      795,850.      MT  (+/- 180 meters Scaled)
 NM0541
 NM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM131581(NAD 83)
 NM0541
 NM0541                          SUPERSEDED SURVEY CONTROL
 NM0541
 NM0541  NGVD 29 (??/??/92)  437.440  (m)         1435.17   (f) ADJ UNCH    2 0
 NM0541
 NM0541.Superseded values are not recommended for survey control.
 NM0541
 NM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0541.See file dsdata.pdf to determine how the superseded data were derived.
 NM0541
 NM0541_MARKER: DB = BENCH MARK DISK
 NM0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0541_STAMPING: J 248 1947
 NM0541_MARK LOGO: CGS
 NM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0541+STABILITY: SURFACE MOTION
 NM0541
 NM0541  HISTORY     - Date     Condition        Report By
 NM0541  HISTORY     - 1947     MONUMENTED       CGS
 NM0541
 NM0541                          STATION DESCRIPTION
 NM0541
 NM0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0541'5 MI SE FROM ROSALIE.
 NM0541'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0541'THENCE EAST 4.5 MILES ALONG A DIRT AND GRAVEL ROAD, AT A DIRT
 NM0541'CROSSROAD, 0.1 MILE WEST OF A FARM HOUSE, 44.5 FEET NORTH OF THE
 NM0541'CENTER LINE OF THE EAST-WEST ROAD, 20.0 FEET WEST OF THE CENTER
 NM0541'LINE OF THE NORTH-SOUTH ROAD, 13.0 FEET NORTH OF A POWER POLE,
 NM0541'1.0 FOOT EAST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4
 NM0541'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0541'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0493 ***********************************************************************
 MK0493  DESIGNATION -  J 249
 MK0493  PID         -  MK0493
 MK0493  STATE/COUNTY-  NE/WASHINGTON
 MK0493  COUNTRY     -  US
 MK0493  USGS QUAD   -  ARLINGTON (2017)
 MK0493
 MK0493                         *CURRENT SURVEY CONTROL
 MK0493  ______________________________________________________________________
 MK0493* NAD 83(1986) POSITION- 41 26 11.     (N) 096 18 27.     (W)   SCALED
 MK0493* NAVD 88 ORTHO HEIGHT -   392.775 (meters)     1288.63  (feet) ADJUSTED
 MK0493  ______________________________________________________________________
 MK0493  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 MK0493  DYNAMIC HEIGHT  -        392.590 (meters)     1288.02  (feet) COMP
 MK0493  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 MK0493
 MK0493  VERT ORDER      -  SECOND    CLASS 0
 MK0493
 MK0493.The horizontal coordinates were scaled from a map and have
 MK0493.an estimated accuracy of +/- 6 seconds.
 MK0493
 MK0493.The orthometric height was determined by differential leveling and
 MK0493.adjusted by the NATIONAL GEODETIC SURVEY
 MK0493.in June 1991.
 MK0493
 MK0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0493.GEOID18 height accuracy estimate available here.
 MK0493
 MK0493.Click photographs - Photos may exist for this station.
 MK0493
 MK0493.The dynamic height is computed by dividing the NAVD 88
 MK0493.geopotential number by the normal gravity value computed on the
 MK0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0493.degrees latitude (g = 980.6199 gals.).
 MK0493
 MK0493.The modeled gravity was interpolated from observed gravity values.
 MK0493
 MK0493;                    North         East    Units  Estimated Accuracy
 MK0493;SPC NE       -   184,570.      808,410.      MT  (+/- 180 meters Scaled)
 MK0493
 MK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249907(NAD 83)
 MK0493
 MK0493                          SUPERSEDED SURVEY CONTROL
 MK0493
 MK0493  NGVD 29 (??/??/92)  392.624  (m)         1288.13   (f) ADJ UNCH    2 0
 MK0493
 MK0493.Superseded values are not recommended for survey control.
 MK0493
 MK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0493.See file dsdata.pdf to determine how the superseded data were derived.
 MK0493
 MK0493_MARKER: DB = BENCH MARK DISK
 MK0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0493_STAMPING: J 249 1947
 MK0493_MARK LOGO: CGS
 MK0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0493+STABILITY: SURFACE MOTION
 MK0493
 MK0493  HISTORY     - Date     Condition        Report By
 MK0493  HISTORY     - 1947     MONUMENTED       CGS
 MK0493  HISTORY     - 1960     GOOD             CGS
 MK0493
 MK0493                          STATION DESCRIPTION
 MK0493
 MK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0493'3.3 MI ESE FROM ARLINGTON.
 MK0493'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE RAILROAD
 MK0493'STATION AT ARLINGTON, THENCE SOUTH 1.0 MILE ALONG A DIRT ROAD,
 MK0493'THENCE EAST 0.1 MILE ALONG A DIRT ROAD, 300.0 FEET WEST OF A
 MK0493'FARM HOUSE, 31.0 FEET SOUTH OF THE CENTER OF THE ROAD, 3.0 FEET
 MK0493'WEST OF THE NORTHWEST CORNER OF A FEED LOT, 1.5 FEET NORTHWEST
 MK0493'OF A POWER POLE, 2.0 FEET NORT OF A 4 IN X 4 IN MARKER POST AND
 MK0493'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 MK0493'GROUND.
 MK0493
 MK0493                          STATION RECOVERY (1960)
 MK0493
 MK0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0037 ***********************************************************************
 LJ0037  DESIGNATION -  J 25
 LJ0037  PID         -  LJ0037
 LJ0037  STATE/COUNTY-  NE/FURNAS
 LJ0037  COUNTRY     -  US
 LJ0037  USGS QUAD   -  HOLBROOK (2017)
 LJ0037
 LJ0037                         *CURRENT SURVEY CONTROL
 LJ0037  ______________________________________________________________________
 LJ0037* NAD 83(1986) POSITION- 40 18 06.85   (N) 100 00 37.05   (W)   HD_HELD1
 LJ0037* NAVD 88 ORTHO HEIGHT -   673.098 (meters)     2208.32  (feet) ADJUSTED
 LJ0037  ______________________________________________________________________
 LJ0037  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 LJ0037  DYNAMIC HEIGHT  -        672.672 (meters)     2206.92  (feet) COMP
 LJ0037  MODELED GRAVITY -    979,971.5   (mgal)                       NAVD 88
 LJ0037
 LJ0037  VERT ORDER      -  FIRST     CLASS II
 LJ0037
 LJ0037.The horizontal coordinates were determined by differentially corrected
 LJ0037.hand held GPS observations or other comparable positioning techniques
 LJ0037.and have an estimated accuracy of +/- 3 meters.
 LJ0037
 LJ0037.The orthometric height was determined by differential leveling and
 LJ0037.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0037.in June 1991.
 LJ0037
 LJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0037.GEOID18 height accuracy estimate available here.
 LJ0037
 LJ0037.Click photographs - Photos may exist for this station.
 LJ0037
 LJ0037.The dynamic height is computed by dividing the NAVD 88
 LJ0037.geopotential number by the normal gravity value computed on the
 LJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0037.degrees latitude (g = 980.6199 gals.).
 LJ0037
 LJ0037.The modeled gravity was interpolated from observed gravity values.
 LJ0037
 LJ0037;                    North         East    Units  Estimated Accuracy
 LJ0037;SPC NE       -    52,026.7     499,125.1     MT  (+/- 3 meters HH1 GPS) 
 LJ0037
 LJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1414261755(NAD 83)
 LJ0037
 LJ0037                          SUPERSEDED SURVEY CONTROL
 LJ0037
 LJ0037  NGVD 29 (??/??/92)  672.810  (m)         2207.38   (f) ADJ UNCH    1 2
 LJ0037
 LJ0037.Superseded values are not recommended for survey control.
 LJ0037
 LJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0037
 LJ0037_MARKER: DB = BENCH MARK DISK
 LJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0037_STAMPING: 2207.377 J 25 1933
 LJ0037_MARK LOGO: CGS
 LJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0037+STABILITY: SURFACE MOTION
 LJ0037
 LJ0037  HISTORY     - Date     Condition        Report By
 LJ0037  HISTORY     - 1933     MONUMENTED       CGS
 LJ0037  HISTORY     - 1943     GOOD             CGS
 LJ0037
 LJ0037                          STATION DESCRIPTION
 LJ0037
 LJ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LJ0037'AT HOLBROOK.
 LJ0037'AT HOLBROOK, FURNAS COUNTY, 220 FEET SOUTHEAST OF THE SOUTHEAST
 LJ0037'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LJ0037'AT THE CROSSING OF CENTRE AVENUE, 123 FEET SOUTH OF THE CENTERLINE
 LJ0037'OF THE MAIN TRACK, AND 65 FEET WEST OF THE CENTERLINE OF THE
 LJ0037'ROAD.  A STANDARD DISK, STAMPED 2207.377 J 25 1933 AND SET IN
 LJ0037'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0256 ***********************************************************************
 LH0256  DESIGNATION -  J 252
 LH0256  PID         -  LH0256
 LH0256  STATE/COUNTY-  NE/WEBSTER
 LH0256  COUNTRY     -  US
 LH0256  USGS QUAD   -  COWLES (2017)
 LH0256
 LH0256                         *CURRENT SURVEY CONTROL
 LH0256  ______________________________________________________________________
 LH0256* NAD 83(1986) POSITION- 40 13 10.     (N) 098 26 57.     (W)   SCALED
 LH0256* NAVD 88 ORTHO HEIGHT -   569.818 (meters)     1869.48  (feet) ADJUSTED
 LH0256  ______________________________________________________________________
 LH0256  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 LH0256  DYNAMIC HEIGHT  -        569.469 (meters)     1868.33  (feet) COMP
 LH0256  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 LH0256
 LH0256  VERT ORDER      -  FIRST     CLASS II
 LH0256
 LH0256.The horizontal coordinates were scaled from a map and have
 LH0256.an estimated accuracy of +/- 6 seconds.
 LH0256
 LH0256.The orthometric height was determined by differential leveling and
 LH0256.adjusted by the NATIONAL GEODETIC SURVEY
 LH0256.in June 1991.
 LH0256
 LH0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0256.GEOID18 height accuracy estimate available here.
 LH0256
 LH0256.Click photographs - Photos may exist for this station.
 LH0256
 LH0256.The dynamic height is computed by dividing the NAVD 88
 LH0256.geopotential number by the normal gravity value computed on the
 LH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0256.degrees latitude (g = 980.6199 gals.).
 LH0256
 LH0256.The modeled gravity was interpolated from observed gravity values.
 LH0256
 LH0256;                    North         East    Units  Estimated Accuracy
 LH0256;SPC NE       -    44,060.      631,990.      MT  (+/- 180 meters Scaled)
 LH0256
 LH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK468522(NAD 83)
 LH0256
 LH0256                          SUPERSEDED SURVEY CONTROL
 LH0256
 LH0256  NGVD 29 (??/??/92)  569.590  (m)         1868.73   (f) ADJ UNCH    1 2
 LH0256
 LH0256.Superseded values are not recommended for survey control.
 LH0256
 LH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0256.See file dsdata.pdf to determine how the superseded data were derived.
 LH0256
 LH0256_MARKER: DB = BENCH MARK DISK
 LH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0256_STAMPING: J 252 1947
 LH0256_MARK LOGO: CGS
 LH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0256+STABILITY: SURFACE MOTION
 LH0256
 LH0256  HISTORY     - Date     Condition        Report By
 LH0256  HISTORY     - 1947     MONUMENTED       CGS
 LH0256  HISTORY     - 1974     GOOD             USGS
 LH0256
 LH0256                          STATION DESCRIPTION
 LH0256
 LH0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0256'3.4 MI N FROM COWLES.
 LH0256'3.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0256'FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER OF A
 LH0256'ROAD CROSSING, 75.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0256'44.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.4 FEET EAST
 LH0256'OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 LH0256'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LH0256'NOTE-- MARK COVERED BY ABOUT 1.0 TO 1.5 FEET OF DIRT.  A
 LH0256'DRAINAGE WAY FROM THE RR TRACK HAS BEEN ROUTED TO DUMP OVER THIS
 LH0256'MARK.  THE WASHED-IN DIRT IS PRESENTLY FLUSH WITH THE TOP OF THE
 LH0256'WITNESS POST.
 LH0256
 LH0256                          STATION RECOVERY (1974)
 LH0256
 LH0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0765 ***********************************************************************
 MJ0765  DESIGNATION -  J 253
 MJ0765  PID         -  MJ0765
 MJ0765  STATE/COUNTY-  NE/DOUGLAS
 MJ0765  COUNTRY     -  US
 MJ0765  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0765
 MJ0765                         *CURRENT SURVEY CONTROL
 MJ0765  ______________________________________________________________________
 MJ0765* NAD 83(1986) POSITION- 41 18 52.5    (N) 095 56 13.1    (W)   HD_HELD2
 MJ0765* NAVD 88 ORTHO HEIGHT -   300.374 (meters)      985.48  (feet) ADJUSTED
 MJ0765  ______________________________________________________________________
 MJ0765  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 MJ0765  DYNAMIC HEIGHT  -        300.246 (meters)      985.06  (feet) COMP
 MJ0765  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 MJ0765
 MJ0765  VERT ORDER      -  SECOND    CLASS 0
 MJ0765
 MJ0765.The horizontal coordinates were established by autonomous hand held GPS
 MJ0765.observations and have an estimated accuracy of +/- 10 meters.
 MJ0765
 MJ0765.The orthometric height was determined by differential leveling and
 MJ0765.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0765.in June 1991.
 MJ0765
 MJ0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0765.GEOID18 height accuracy estimate available here.
 MJ0765
 MJ0765.Click photographs - Photos may exist for this station.
 MJ0765
 MJ0765.The dynamic height is computed by dividing the NAVD 88
 MJ0765.geopotential number by the normal gravity value computed on the
 MJ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0765.degrees latitude (g = 980.6199 gals.).
 MJ0765
 MJ0765.The modeled gravity was interpolated from observed gravity values.
 MJ0765
 MJ0765;                    North         East    Units  Estimated Accuracy
 MJ0765;SPC NE       -   172,446.      839,974.      MT  (+/- 10 meters HH2 GPS)
 MJ0765
 MJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5416077841(NAD 83)
 MJ0765
 MJ0765                          SUPERSEDED SURVEY CONTROL
 MJ0765
 MJ0765  NGVD 29 (??/??/92)  300.245  (m)          985.05   (f) ADJ UNCH    2 0
 MJ0765
 MJ0765.Superseded values are not recommended for survey control.
 MJ0765
 MJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0765.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0765
 MJ0765_MARKER: DB = BENCH MARK DISK
 MJ0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0765_SP_SET: BUILDING
 MJ0765_STAMPING: J 253 1947
 MJ0765_MARK LOGO: CGS
 MJ0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0765
 MJ0765  HISTORY     - Date     Condition        Report By
 MJ0765  HISTORY     - 1947     MONUMENTED       CGS
 MJ0765  HISTORY     - 1955     MARK NOT FOUND   CGS
 MJ0765  HISTORY     - 1976     GOOD             LOCSUR
 MJ0765
 MJ0765                          STATION DESCRIPTION
 MJ0765
 MJ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0765'AT OMAHA.
 MJ0765'AT OMAHA, ABOUT 90 YARDS NORTHEAST OF THE INTERSECTION OF KANSAS
 MJ0765'AVENUE AND SIXTEENTH STREET, ABOUT 30 YARDS EAST OF THE
 MJ0765'CENTER LINE OF SIXTEENTH STREET, AT THE NORTHWEST CORNER OF A
 MJ0765'LARGE BRICK WAREHOUSE OWNED BY THE UNION PACIFIC RAILROAD,
 MJ0765'IN THE WEST WALL OF THE FOUNDATION, 1 FOOT SOUTHWEST OF THE
 MJ0765'NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY ABOUT 2.5
 MJ0765'FEET ABOVE THE SURFACE OF THE GROUND.  NOTE-- MAY BE COVERED
 MJ0765'UP BY TRUCK BUMPER AROUND LOADING DOCK.
 MJ0765
 MJ0765                          STATION RECOVERY (1955)
 MJ0765
 MJ0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MJ0765'MARK NOT FOUND.
 MJ0765
 MJ0765                          STATION RECOVERY (1976)
 MJ0765
 MJ0765'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1811 ***********************************************************************
 MK1811  DESIGNATION -  J 254
 MK1811  PID         -  MK1811
 MK1811  STATE/COUNTY-  NE/DOUGLAS
 MK1811  COUNTRY     -  US
 MK1811  USGS QUAD   -  IRVINGTON (2017)
 MK1811
 MK1811                         *CURRENT SURVEY CONTROL
 MK1811  ______________________________________________________________________
 MK1811* NAD 83(1986) POSITION- 41 15 13.1    (N) 096 00 10.4    (W)   HD_HELD2
 MK1811* NAVD 88 ORTHO HEIGHT -   337.441 (meters)     1107.09  (feet) ADJUSTED
 MK1811  ______________________________________________________________________
 MK1811  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 MK1811  DYNAMIC HEIGHT  -        337.298 (meters)     1106.62  (feet) COMP
 MK1811  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 MK1811
 MK1811  VERT ORDER      -  FIRST     CLASS II
 MK1811
 MK1811.The horizontal coordinates were established by autonomous hand held GPS
 MK1811.observations and have an estimated accuracy of +/- 10 meters.
 MK1811
 MK1811.The orthometric height was determined by differential leveling and
 MK1811.adjusted by the NATIONAL GEODETIC SURVEY
 MK1811.in June 1991.
 MK1811
 MK1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1811.GEOID18 height accuracy estimate available here.
 MK1811
 MK1811.Click photographs - Photos may exist for this station.
 MK1811
 MK1811.The dynamic height is computed by dividing the NAVD 88
 MK1811.geopotential number by the normal gravity value computed on the
 MK1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1811.degrees latitude (g = 980.6199 gals.).
 MK1811
 MK1811.The modeled gravity was interpolated from observed gravity values.
 MK1811
 MK1811;                    North         East    Units  Estimated Accuracy
 MK1811;SPC NE       -   165,430.      834,775.      MT  (+/- 10 meters HH2 GPS)
 MK1811
 MK1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5110871246(NAD 83)
 MK1811
 MK1811                          SUPERSEDED SURVEY CONTROL
 MK1811
 MK1811  NGVD 29 (??/??/92)  337.319  (m)         1106.69   (f) ADJ UNCH    1 2
 MK1811
 MK1811.Superseded values are not recommended for survey control.
 MK1811
 MK1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1811.See file dsdata.pdf to determine how the superseded data were derived.
 MK1811
 MK1811_MARKER: DB = BENCH MARK DISK
 MK1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1811_STAMPING: J 254 1947
 MK1811_MARK LOGO: CGS
 MK1811_PROJECTION: RECESSED 9 CENTIMETERS
 MK1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1811+STABILITY: SURFACE MOTION
 MK1811
 MK1811  HISTORY     - Date     Condition        Report By
 MK1811  HISTORY     - 1947     MONUMENTED       CGS
 MK1811
 MK1811                          STATION DESCRIPTION
 MK1811
 MK1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1811'AT OMAHA.
 MK1811'AT OMAHA, AT THE JUNCTION OF HAPPY HOLLOW BLVD AND EMILE STREET,
 MK1811'30.8 FEET SOUTHEAST OF A 24-INCH ELM TREE, 59.0 FEET NORTH OF
 MK1811'THE CENTER LINE OF THE NORTHEAST EDGE OF EMILE STREET BRIDGE
 MK1811'OVER A RAVINE, 24.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF HAPPY
 MK1811'HOLLOW BLVD, 23.1 FEET NORTH OF 24-INCH HACKBERRY TREE, 20.7
 MK1811'FEET NORTHWEST OF THE NORTHWEST CURB OF EMILE STREET, 4.5 FEET
 MK1811'NORTHWEST OF THE INTERSECTION OF LINES ON TOP OF A 1 FOOT SQUARE
 MK1811'CONCRETE REFERENCE BLOCK WHICH HAS USBM 5 AND LINE POINTING
 MK1811'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP
 MK1811'OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0920 ***********************************************************************
 MJ0920  DESIGNATION -  J 255
 MJ0920  PID         -  MJ0920
 MJ0920  STATE/COUNTY-  NE/DOUGLAS
 MJ0920  COUNTRY     -  US
 MJ0920  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0920
 MJ0920                         *CURRENT SURVEY CONTROL
 MJ0920  ______________________________________________________________________
 MJ0920* NAD 83(1986) POSITION- 41 18 10.     (N) 095 54 17.     (W)   SCALED
 MJ0920* NAVD 88 ORTHO HEIGHT -   297.882 (meters)      977.30  (feet) ADJUSTED
 MJ0920  ______________________________________________________________________
 MJ0920  GEOID HEIGHT    -        -27.765 (meters)                     GEOID18
 MJ0920  DYNAMIC HEIGHT  -        297.757 (meters)      976.89  (feet) COMP
 MJ0920  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 MJ0920
 MJ0920  VERT ORDER      -  FIRST     CLASS II
 MJ0920
 MJ0920.This mark is at Eppley Airfield Airport (OMA)
 MJ0920
 MJ0920.The horizontal coordinates were scaled from a map and have
 MJ0920.an estimated accuracy of +/- 6 seconds.
 MJ0920
 MJ0920.The orthometric height was determined by differential leveling and
 MJ0920.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0920.in June 1991.
 MJ0920
 MJ0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0920.GEOID18 height accuracy estimate available here.
 MJ0920
 MJ0920.Click photographs - Photos may exist for this station.
 MJ0920
 MJ0920.The dynamic height is computed by dividing the NAVD 88
 MJ0920.geopotential number by the normal gravity value computed on the
 MJ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0920.degrees latitude (g = 980.6199 gals.).
 MJ0920
 MJ0920.The modeled gravity was interpolated from observed gravity values.
 MJ0920
 MJ0920;                    North         East    Units  Estimated Accuracy
 MJ0920;SPC NE       -   171,260.      842,730.      MT  (+/- 180 meters Scaled)
 MJ0920
 MJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF568764(NAD 83)
 MJ0920
 MJ0920                          SUPERSEDED SURVEY CONTROL
 MJ0920
 MJ0920  NGVD 29 (??/??/92)  297.754  (m)          976.88   (f) ADJ UNCH    1 2
 MJ0920
 MJ0920.Superseded values are not recommended for survey control.
 MJ0920
 MJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0920.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0920
 MJ0920_MARKER: DB = BENCH MARK DISK
 MJ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0920_STAMPING: J 255 1947
 MJ0920_MARK LOGO: CGS
 MJ0920_PROJECTION: FLUSH
 MJ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0920+STABILITY: SURFACE MOTION
 MJ0920
 MJ0920  HISTORY     - Date     Condition        Report By
 MJ0920  HISTORY     - 1947     MONUMENTED       CGS
 MJ0920  HISTORY     - 1970     GOOD             NGS
 MJ0920  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0920
 MJ0920                          STATION DESCRIPTION
 MJ0920
 MJ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0920'AT OMAHA.
 MJ0920'AT OMAHA, AT EPPLEY AIRFIELD, 0.35 MILE NORTH ALONG THE PAVED
 MJ0920'ROAD FROM THE ENTRANCE TO THE AIRPORT TERMINAL BLDG., NEAR THE
 MJ0920'DRIVEWAY TO THE OMAHA AIRPORT AUTHORITY MAINTENANCE CENTER,
 MJ0920'BETWEEN CARTER LAKE BLVD. AND CARTER LAKE, 290.9 FEET SOUTHEAST
 MJ0920'OF THE SOUTH END OF A CONCRETE HEADWALL OF A CONCRETE BOX
 MJ0920'CULVERT, 186.8 FEET SOUTHEAST OF A FIRE HYDRANT, 67.2 FEET
 MJ0920'NORTH OF A STUMP OF A PREVIOUS 3 TRUNK ELM TREE, 48.5 FEET
 MJ0920'SOUTHWEST, AND ACROSS THE ROAD, OF A LIGHT STANDARD, 13.5 FEET
 MJ0920'SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVED ROAD, 5 FEET
 MJ0920'NORTH OF THE JUNCTION OF LINES ON TOP OF A 1 FT. SQAURE CONCRETE
 MJ0920'REFERENCE BLOCK (FLUSH WITH GROUND) THAT HAS USBM 5 AND A LINE
 MJ0920'POINTING TOWARDS THE MARK, SET IN THE TOP OF A CONCRETE POST
 MJ0920'THAT IS FLUSH WITH THE GROUND.
 MJ0920
 MJ0920                          STATION RECOVERY (1976)
 MJ0920
 MJ0920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0920'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DO4666 ***********************************************************************
 DO4666  DESIGNATION -  J 256 RESET
 DO4666  PID         -  DO4666
 DO4666  STATE/COUNTY-  NE/CASS
 DO4666  COUNTRY     -  US
 DO4666  USGS QUAD   -  ROCK BLUFF (2017)
 DO4666
 DO4666                         *CURRENT SURVEY CONTROL
 DO4666  ______________________________________________________________________
 DO4666* NAD 83(1986) POSITION- 40 55 27.3    (N) 095 52 05.6    (W)   HD_HELD2
 DO4666* NAVD 88 ORTHO HEIGHT -   301.20  (meters)      988.2   (feet) RESET
 DO4666  ______________________________________________________________________
 DO4666  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 DO4666  VERT ORDER      -  THIRD
 DO4666
 DO4666.The horizontal coordinates were established by autonomous hand held GPS
 DO4666.observations and have an estimated accuracy of +/- 10 meters.
 DO4666
 DO4666.The orthometric height was computed from unverified reset data.
 DO4666
 DO4666.No vertical observational check was made to the station.
 DO4666
 DO4666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4666.GEOID18 height accuracy estimate available here.
 DO4666
 DO4666.Click photographs - Photos may exist for this station.
 DO4666
 DO4666;                    North         East    Units  Estimated Accuracy
 DO4666;SPC NE       -   129,433.      847,792.      MT  (+/- 10 meters HH2 GPS)
 DO4666
 DO4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5848734309(NAD 83)
 DO4666
 DO4666                          SUPERSEDED SURVEY CONTROL
 DO4666
 DO4666.No superseded survey control is available for this station.
 DO4666
 DO4666_MARKER: DV = VERTICAL CONTROL DISK
 DO4666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4666_STAMPING: J 256 RESET 2010
 DO4666_MARK LOGO: NGS
 DO4666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4666+STABILITY: SURFACE MOTION
 DO4666
 DO4666  HISTORY     - Date     Condition        Report By
 DO4666  HISTORY     - 20100402 MONUMENTED       NEDR
 DO4666
 DO4666                          STATION DESCRIPTION
 DO4666
 DO4666'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2010 (JC)
 DO4666'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF NEHAWKA, 6.1
 DO4666'MI (9.7 KM) SOUTH OF PLATTSMOUTH AND 3.3 MI (5.3 KM) EAST OF MURRAY IN
 DO4666'SECTION 17, T 11 NORTH R 14 E.
 DO4666'
 DO4666'TO REACH FROM THE JUNCTION OF US HIGHWAY 75 AND STATE HIGHWAY 1 EAST
 DO4666'OF MURRAY, PROCEED 2.4 MI (3.9 KM) EAST ON MURRAY ROAD TO 27TH AVENUE.
 DO4666'TURN LEFT (NORTH) AND GO 0.35 MI (0.6 KM) TO ROCK BLUFF ROAD. CONTINUE
 DO4666'0.1 MI (0.2 KM) NORTH ON 27TH AVENUE TO THE MARK.
 DO4666'
 DO4666'IT IS 33.6 FT (10.2 M) SSE OF CHAIN LINK FENCE CORNER POST, 47.5 FT
 DO4666'(14.5 M) WEST OF THE CENTERLINE OF 27TH AVENUE, 95.8 FT (29.2 M) NW OF
 DO4666'NAIL IN POWER POLE, 43.7 FT (13.3 M) NNW OF NAIL IN POWER POLE, 101 FT
 DO4666'(30.8 M) NORTH OF THE CENTERLINE OF BEAVER LAKE WASTE WATER TREATMENT
 DO4666'PLANT DRIVE, 4.6 FT (1.4 M) EAST OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0406 ***********************************************************************
 MK0406  DESIGNATION -  J 259
 MK0406  PID         -  MK0406
 MK0406  STATE/COUNTY-  NE/WASHINGTON
 MK0406  COUNTRY     -  US
 MK0406  USGS QUAD   -  ORUM (2017)
 MK0406
 MK0406                         *CURRENT SURVEY CONTROL
 MK0406  ______________________________________________________________________
 MK0406* NAD 83(1986) POSITION- 41 33 50.     (N) 096 18 33.     (W)   SCALED
 MK0406* NAVD 88 ORTHO HEIGHT -   401.529 (meters)     1317.35  (feet) ADJUSTED
 MK0406  ______________________________________________________________________
 MK0406  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 MK0406  DYNAMIC HEIGHT  -        401.349 (meters)     1316.76  (feet) COMP
 MK0406  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 MK0406
 MK0406  VERT ORDER      -  SECOND    CLASS 0
 MK0406
 MK0406.The horizontal coordinates were scaled from a map and have
 MK0406.an estimated accuracy of +/- 6 seconds.
 MK0406
 MK0406.The orthometric height was determined by differential leveling and
 MK0406.adjusted by the NATIONAL GEODETIC SURVEY
 MK0406.in June 1991.
 MK0406
 MK0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0406.GEOID18 height accuracy estimate available here.
 MK0406
 MK0406.Click photographs - Photos may exist for this station.
 MK0406
 MK0406.The dynamic height is computed by dividing the NAVD 88
 MK0406.geopotential number by the normal gravity value computed on the
 MK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0406.degrees latitude (g = 980.6199 gals.).
 MK0406
 MK0406.The modeled gravity was interpolated from observed gravity values.
 MK0406
 MK0406;                    North         East    Units  Estimated Accuracy
 MK0406;SPC NE       -   198,700.      807,670.      MT  (+/- 180 meters Scaled)
 MK0406
 MK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM243048(NAD 83)
 MK0406
 MK0406                          SUPERSEDED SURVEY CONTROL
 MK0406
 MK0406  NGVD 29 (??/??/92)  401.380  (m)         1316.86   (f) ADJ UNCH    2 0
 MK0406
 MK0406.Superseded values are not recommended for survey control.
 MK0406
 MK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0406.See file dsdata.pdf to determine how the superseded data were derived.
 MK0406
 MK0406_MARKER: DB = BENCH MARK DISK
 MK0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0406_STAMPING: J 259 1947
 MK0406_MARK LOGO: CGS
 MK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0406+STABILITY: SURFACE MOTION
 MK0406
 MK0406  HISTORY     - Date     Condition        Report By
 MK0406  HISTORY     - 1947     MONUMENTED       CGS
 MK0406
 MK0406                          STATION DESCRIPTION
 MK0406
 MK0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0406'3 MI S FROM SPIKER.
 MK0406'3.05 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0406'SPIKER, 0.2 MILE SOUTH OF AN EAST-WEST CROSS ROAD, AT THE TOP
 MK0406'OF A HILL, 45.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 21.0 FEET
 MK0406'NORTH OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING EAST TO A
 MK0406'FARM HOUSE, 10.3 FEET WEST OF THE WEST SIDE OF A 3-FOOT ELM TREE,
 MK0406'10.1 FEET EAST OF A STEEL FENCE CORNER POST, 1.5 FOOT WEST OF A
 MK0406'REFERENCE POST, 0.7 FOOT NORTH OF AN EAST-WEST FENCE LINE, SET IN
 MK0406'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0406'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0750 ***********************************************************************
 LF0750  DESIGNATION -  J 260
 LF0750  PID         -  LF0750
 LF0750  STATE/COUNTY-  NE/NEMAHA
 LF0750  COUNTRY     -  US
 LF0750  USGS QUAD   -  NEMAHA (2017)
 LF0750
 LF0750                         *CURRENT SURVEY CONTROL
 LF0750  ______________________________________________________________________
 LF0750* NAD 83(1986) POSITION- 40 21 52.     (N) 095 41 13.     (W)   SCALED
 LF0750* NAVD 88 ORTHO HEIGHT -   305.809 (meters)     1003.31  (feet) ADJUSTED
 LF0750  ______________________________________________________________________
 LF0750  GEOID HEIGHT    -        -29.990 (meters)                     GEOID18
 LF0750  DYNAMIC HEIGHT  -        305.648 (meters)     1002.78  (feet) COMP
 LF0750  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 LF0750
 LF0750  VERT ORDER      -  SECOND    CLASS 0
 LF0750
 LF0750.The horizontal coordinates were scaled from a map and have
 LF0750.an estimated accuracy of +/- 6 seconds.
 LF0750
 LF0750.The orthometric height was determined by differential leveling and
 LF0750.adjusted by the NATIONAL GEODETIC SURVEY
 LF0750.in June 1991.
 LF0750
 LF0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0750.GEOID18 height accuracy estimate available here.
 LF0750
 LF0750.Click photographs - Photos may exist for this station.
 LF0750
 LF0750.The dynamic height is computed by dividing the NAVD 88
 LF0750.geopotential number by the normal gravity value computed on the
 LF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0750.degrees latitude (g = 980.6199 gals.).
 LF0750
 LF0750.The modeled gravity was interpolated from observed gravity values.
 LF0750
 LF0750;                    North         East    Units  Estimated Accuracy
 LF0750;SPC NE       -    68,110.      866,140.      MT  (+/- 180 meters Scaled)
 LF0750
 LF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE718716(NAD 83)
 LF0750
 LF0750                          SUPERSEDED SURVEY CONTROL
 LF0750
 LF0750  NGVD 29 (??/??/92)  305.733  (m)         1003.06   (f) ADJ UNCH    2 0
 LF0750
 LF0750.Superseded values are not recommended for survey control.
 LF0750
 LF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0750.See file dsdata.pdf to determine how the superseded data were derived.
 LF0750
 LF0750_MARKER: DB = BENCH MARK DISK
 LF0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0750_STAMPING: J 260 1947
 LF0750_MARK LOGO: CGS
 LF0750_PROJECTION: PROJECTING 3 CENTIMETERS
 LF0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0750+STABILITY: SURFACE MOTION
 LF0750
 LF0750  HISTORY     - Date     Condition        Report By
 LF0750  HISTORY     - 1947     MONUMENTED       CGS
 LF0750  HISTORY     - 20200415 MARK NOT FOUND   JORSUR
 LF0750
 LF0750                          STATION DESCRIPTION
 LF0750
 LF0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0750'2.5 MI N FROM NEMAHA.
 LF0750'0.7 MILE NORTH AND 0.8 MILE WEST ALONG STATE HIGHWAY NO. 67
 LF0750'FROM THE POST OFFICE AT NAMAHA, THENCE 1.0 MILE NORTH ALONG
 LF0750'A DIRT ROAD, AT THE TOP OF A HILL, 232.0 FEET NORTH OF A POINT
 LF0750'IN LINE WITH THE CENTER OF A DIRT ROAD LEADING EAST, 26.0
 LF0750'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 3.5 FEET
 LF0750'NORTH OF A POWER LINE POLE, 1.7 FOOT SOUTH OF A REFERENCE POST,
 LF0750'SET IN A CONCRETE POST IN LINE WITH A ROW OF POWER LINE POLES,
 LF0750'ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
 LF0750
 LF0750                          STATION RECOVERY (2020)
 LF0750
 LF0750'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LF0750'NONE OF THE MONUMENT ACCESSORIES FROM THE 1947 DESCRIPTION REMAIN.
 LF0750'THE ROAD RUNNING TO THE EAST NO LONGER EXISTS AND NO POWER POLES RUN
 LF0750'ALONG THE ROAD. SEARCHED THE TOP OF THE HILL ALONG THE WEST SIDE OF
 LF0750'THE EXISTING DIRT ROAD FOR ANY SIGN OF MARK.  THE ROAD HAS BEEN GRADED
 LF0750'DOWN APPROXIMATELY 6 FT (1.8 M) FROM NATURAL GRADE BUT NO IDEA IF THAT
 LF0750'WAS DONE PRIOR TO THE 1947 INSTALLATION.  MEASURING 26 FT (7.9 M) WEST
 LF0750'FROM CENTERLINE ROAD NOW FALLS IN CUT BANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0855 ***********************************************************************
 MJ0855  DESIGNATION -  J 261
 MJ0855  PID         -  MJ0855
 MJ0855  STATE/COUNTY-  NE/WASHINGTON
 MJ0855  COUNTRY     -  US
 MJ0855  USGS QUAD   -  LOVELAND (2018)
 MJ0855
 MJ0855                         *CURRENT SURVEY CONTROL
 MJ0855  ______________________________________________________________________
 MJ0855* NAD 83(1986) POSITION- 41 25 45.     (N) 095 57 44.     (W)   SCALED
 MJ0855* NAVD 88 ORTHO HEIGHT -   301.933 (meters)      990.59  (feet) ADJUSTED
 MJ0855  ______________________________________________________________________
 MJ0855  GEOID HEIGHT    -        -28.415 (meters)                     GEOID18
 MJ0855  DYNAMIC HEIGHT  -        301.793 (meters)      990.13  (feet) COMP
 MJ0855  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 MJ0855
 MJ0855  VERT ORDER      -  SECOND    CLASS 0
 MJ0855
 MJ0855.The horizontal coordinates were scaled from a map and have
 MJ0855.an estimated accuracy of +/- 6 seconds.
 MJ0855
 MJ0855.The orthometric height was determined by differential leveling and
 MJ0855.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0855.in June 1991.
 MJ0855
 MJ0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0855.GEOID18 height accuracy estimate available here.
 MJ0855
 MJ0855.Click photographs - Photos may exist for this station.
 MJ0855
 MJ0855.The dynamic height is computed by dividing the NAVD 88
 MJ0855.geopotential number by the normal gravity value computed on the
 MJ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0855.degrees latitude (g = 980.6199 gals.).
 MJ0855
 MJ0855.The modeled gravity was interpolated from observed gravity values.
 MJ0855
 MJ0855;                    North         East    Units  Estimated Accuracy
 MJ0855;SPC NE       -   185,060.      837,270.      MT  (+/- 180 meters Scaled)
 MJ0855
 MJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524906(NAD 83)
 MJ0855
 MJ0855                          SUPERSEDED SURVEY CONTROL
 MJ0855
 MJ0855  NGVD 29 (??/??/92)  301.794  (m)          990.14   (f) ADJ UNCH    2 0
 MJ0855
 MJ0855.Superseded values are not recommended for survey control.
 MJ0855
 MJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0855.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0855
 MJ0855_MARKER: DB = BENCH MARK DISK
 MJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0855_STAMPING: J 261 1948
 MJ0855_MARK LOGO: CGS
 MJ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0855+STABILITY: SURFACE MOTION
 MJ0855
 MJ0855  HISTORY     - Date     Condition        Report By
 MJ0855  HISTORY     - 1948     MONUMENTED       CGS
 MJ0855
 MJ0855                          STATION DESCRIPTION
 MJ0855
 MJ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0855'5.3 MI SE FROM FORT CALHOUN.
 MJ0855'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0855'CALHOUN, THENCE 0.3 MILE SOUTH, 2.9 MILES EAST, 1.5 MILE SOUTH
 MJ0855'AND 0.1 MILE EAST ALONG GRADED DIRT ROADS, AT THE JUNCTION OF A
 MJ0855'PRIVATE DRIVE LEADING NORTH, ABOUT 0.15 MILE WEST OF THE JUNCTION
 MJ0855'OF A ROAD LEADING SOUTH ALONG THE WEST EDGE OF NATHANS LAKE,
 MJ0855'ABOUT 300.0 FEET SOUTH OF A FARM DWELLING, 33.0 FEET NORTH OF THE
 MJ0855'CENTER LINE OF THE ROAD, 20.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0855'PRIVATE DRIVE, 12.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MJ0855'WOODEN CULVERT, 1.4 FOOT NORTHWEST OF A FENCE CORNER POST, 3.3
 MJ0855'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0855'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0666 ***********************************************************************
 NM0666  DESIGNATION -  J 262
 NM0666  PID         -  NM0666
 NM0666  STATE/COUNTY-  NE/DAKOTA
 NM0666  COUNTRY     -  US
 NM0666  USGS QUAD   -  JACKSON (2017)
 NM0666
 NM0666                         *CURRENT SURVEY CONTROL
 NM0666  ______________________________________________________________________
 NM0666* NAD 83(1986) POSITION- 42 28 11.     (N) 096 31 16.     (W)   SCALED
 NM0666* NAVD 88 ORTHO HEIGHT -   334.244 (meters)     1096.60  (feet) ADJUSTED
 NM0666  ______________________________________________________________________
 NM0666  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 NM0666  DYNAMIC HEIGHT  -        334.137 (meters)     1096.25  (feet) COMP
 NM0666  MODELED GRAVITY -    980,292.5   (mgal)                       NAVD 88
 NM0666
 NM0666  VERT ORDER      -  SECOND    CLASS 0
 NM0666
 NM0666.The horizontal coordinates were scaled from a map and have
 NM0666.an estimated accuracy of +/- 6 seconds.
 NM0666
 NM0666.The orthometric height was determined by differential leveling and
 NM0666.adjusted by the NATIONAL GEODETIC SURVEY
 NM0666.in June 1991.
 NM0666
 NM0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0666.GEOID18 height accuracy estimate available here.
 NM0666
 NM0666.Click photographs - Photos may exist for this station.
 NM0666
 NM0666.The dynamic height is computed by dividing the NAVD 88
 NM0666.geopotential number by the normal gravity value computed on the
 NM0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0666.degrees latitude (g = 980.6199 gals.).
 NM0666
 NM0666.The modeled gravity was interpolated from observed gravity values.
 NM0666
 NM0666;                    North         East    Units  Estimated Accuracy
 NM0666;SPC NE       -   298,470.      785,970.      MT  (+/- 180 meters Scaled)
 NM0666
 NM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN037049(NAD 83)
 NM0666
 NM0666                          SUPERSEDED SURVEY CONTROL
 NM0666
 NM0666  NGVD 29 (??/??/92)  334.077  (m)         1096.05   (f) ADJ UNCH    2 0
 NM0666
 NM0666.Superseded values are not recommended for survey control.
 NM0666
 NM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0666.See file dsdata.pdf to determine how the superseded data were derived.
 NM0666
 NM0666_MARKER: DB = BENCH MARK DISK
 NM0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0666_STAMPING: J 262 1948
 NM0666_MARK LOGO: CGS
 NM0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0666+STABILITY: SURFACE MOTION
 NM0666
 NM0666  HISTORY     - Date     Condition        Report By
 NM0666  HISTORY     - 1948     MONUMENTED       CGS
 NM0666
 NM0666                          STATION DESCRIPTION
 NM0666
 NM0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0666'3.6 MI NE FROM JACKSON.
 NM0666'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0666'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.9
 NM0666'MILES EAST ALONG A DIRT ROAD, 0.2 MILE EAST OF A STEEL BRIDGE
 NM0666'OVER THE ELK CREEK DITCH, ABOUT 250.0 FEET EAST OF A T ROAD
 NM0666'LEADING SOUTH, AT THE EAST END OF A ROW OF SMALL TREES, 15.0
 NM0666'FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.6 FOOT SOUTH OF
 NM0666'A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 NM0666'A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0528 ***********************************************************************
 LF0528  DESIGNATION -  J 263
 LF0528  PID         -  LF0528
 LF0528  STATE/COUNTY-  NE/RICHARDSON
 LF0528  COUNTRY     -  US
 LF0528  USGS QUAD   -  FALLS CITY (2017)
 LF0528
 LF0528                         *CURRENT SURVEY CONTROL
 LF0528  ______________________________________________________________________
 LF0528* NAD 83(1986) POSITION- 40 01 21.     (N) 095 34 39.     (W)   SCALED
 LF0528* NAVD 88 ORTHO HEIGHT -   268.953 (meters)      882.39  (feet) ADJUSTED
 LF0528  ______________________________________________________________________
 LF0528  GEOID HEIGHT    -        -30.529 (meters)                     GEOID18
 LF0528  DYNAMIC HEIGHT  -        268.802 (meters)      881.89  (feet) COMP
 LF0528  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 LF0528
 LF0528  VERT ORDER      -  SECOND    CLASS 0
 LF0528
 LF0528.The horizontal coordinates were scaled from a map and have
 LF0528.an estimated accuracy of +/- 6 seconds.
 LF0528
 LF0528.The orthometric height was determined by differential leveling and
 LF0528.adjusted by the NATIONAL GEODETIC SURVEY
 LF0528.in June 1991.
 LF0528
 LF0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0528.GEOID18 height accuracy estimate available here.
 LF0528
 LF0528.Click photographs - Photos may exist for this station.
 LF0528
 LF0528.The dynamic height is computed by dividing the NAVD 88
 LF0528.geopotential number by the normal gravity value computed on the
 LF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0528.degrees latitude (g = 980.6199 gals.).
 LF0528
 LF0528.The modeled gravity was interpolated from observed gravity values.
 LF0528
 LF0528;                    North         East    Units  Estimated Accuracy
 LF0528;SPC NE       -    30,660.      877,360.      MT  (+/- 180 meters Scaled)
 LF0528
 LF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE800334(NAD 83)
 LF0528
 LF0528                          SUPERSEDED SURVEY CONTROL
 LF0528
 LF0528  NGVD 29 (??/??/92)  268.872  (m)          882.12   (f) ADJ UNCH    2 0
 LF0528
 LF0528.Superseded values are not recommended for survey control.
 LF0528
 LF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0528.See file dsdata.pdf to determine how the superseded data were derived.
 LF0528
 LF0528_MARKER: DB = BENCH MARK DISK
 LF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0528_STAMPING: J 263 1948
 LF0528_MARK LOGO: CGS
 LF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0528+STABILITY: SURFACE MOTION
 LF0528
 LF0528  HISTORY     - Date     Condition        Report By
 LF0528  HISTORY     - 1948     MONUMENTED       CGS
 LF0528
 LF0528                          STATION DESCRIPTION
 LF0528
 LF0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0528'2.6 MI SE FROM FALLS CITY.
 LF0528'2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0528'MISSOURI PACIFIC RAILROAD STATION AT FALLS CITY, 86.0 FEET
 LF0528'WEST OF THE NORTHWEST END OF TRESTLE 132, 88.6 FEET WEST OF THE
 LF0528'WEST RAIL, 42.0 FEET WEST OF RIGHT-OF-WAY FENCE LINE, 18.0 FEET
 LF0528'NORTHEAST OF A 14-INCH HONEY LOCUST TREE, 1.4 FEET SOUTH OF A
 LF0528'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LF0528'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5249 ***********************************************************************
 DG5249  DESIGNATION -  J 263 RESET
 DG5249  PID         -  DG5249
 DG5249  STATE/COUNTY-  NE/RICHARDSON
 DG5249  COUNTRY     -  US
 DG5249  USGS QUAD   -  FALLS CITY (2017)
 DG5249
 DG5249                         *CURRENT SURVEY CONTROL
 DG5249  ______________________________________________________________________
 DG5249* NAD 83(1986) POSITION- 40 01 21.     (N) 095 34 39.     (W)   SCALED
 DG5249* NAVD 88 ORTHO HEIGHT -   268.38  (meters)      880.5   (feet) RESET
 DG5249  ______________________________________________________________________
 DG5249  GEOID HEIGHT    -        -30.529 (meters)                     GEOID18
 DG5249  VERT ORDER      -  THIRD
 DG5249
 DG5249.The horizontal coordinates were scaled from a map and have
 DG5249.an estimated accuracy of +/- 6 seconds.
 DG5249
 DG5249.The orthometric height was computed from unverified reset data.
 DG5249
 DG5249.No vertical observational check was made to the station.
 DG5249
 DG5249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5249.GEOID18 height accuracy estimate available here.
 DG5249
 DG5249.Click photographs - Photos may exist for this station.
 DG5249
 DG5249;                    North         East    Units  Estimated Accuracy
 DG5249;SPC NE       -    30,660.      877,360.      MT  (+/- 180 meters Scaled)
 DG5249
 DG5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE800334(NAD 83)
 DG5249
 DG5249                          SUPERSEDED SURVEY CONTROL
 DG5249
 DG5249.No superseded survey control is available for this station.
 DG5249
 DG5249_MARKER: DV = VERTICAL CONTROL DISK
 DG5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5249_STAMPING: J 263 RESET 2003
 DG5249_MARK LOGO: NGS
 DG5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5249+STABILITY: SURFACE MOTION
 DG5249
 DG5249  HISTORY     - Date     Condition        Report By
 DG5249  HISTORY     - 2003     MONUMENTED       NEDR
 DG5249
 DG5249                          STATION DESCRIPTION
 DG5249
 DG5249'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 DG5249'FROM THE JCT OF HWY 159 AND HWY 73 IN FALLS CITY GO SOUTH ON HWY 73
 DG5249'APPROXIMATELY 2.3 MILES TO CO RD, TURN LEFT (EAST) AND GO
 DG5249'APPROXIMATELY 0.24 MILE TO A FIELD ENTRANCE EAST, CONTINUE ON FIELD
 DG5249'DRIVE APPROXIMATELY 0.81 MILES TO RR TRACKS CROSS TRACKS AND TURN
 DG5249'RIGHT SOUTH AND GO APPROXIMATELY 1200 FEET TO BM NEAR N-S FENCELINE.
 DG5249'47.5 FEET WEST TO EAST EDGE OF EAST RAIL OF MISSOURI PACIFIC RR. 43.5
 DG5249'FEET SOUTH WEST TO NORTH EAST CORNER OF RR BRIDGE NO 3824. 12.6 FEET
 DG5249'SOUTH SOUTHEAST TO A CORNER FENCE POST. 0.7 FEET WEST OF FIBERGLASS
 DG5249'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0614 ***********************************************************************
 LF0614  DESIGNATION -  J 266
 LF0614  PID         -  LF0614
 LF0614  STATE/COUNTY-  NE/RICHARDSON
 LF0614  COUNTRY     -  US
 LF0614  USGS QUAD   -  BARADA (2017)
 LF0614
 LF0614                         *CURRENT SURVEY CONTROL
 LF0614  ______________________________________________________________________
 LF0614* NAD 83(1986) POSITION- 40 13 59.     (N) 095 34 41.     (W)   SCALED
 LF0614* NAVD 88 ORTHO HEIGHT -   350.555 (meters)     1150.11  (feet) ADJUSTED
 LF0614  ______________________________________________________________________
 LF0614  GEOID HEIGHT    -        -30.377 (meters)                     GEOID18
 LF0614  DYNAMIC HEIGHT  -        350.361 (meters)     1149.48  (feet) COMP
 LF0614  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 LF0614
 LF0614  VERT ORDER      -  SECOND    CLASS 0
 LF0614
 LF0614.The horizontal coordinates were scaled from a map and have
 LF0614.an estimated accuracy of +/- 6 seconds.
 LF0614
 LF0614.The orthometric height was determined by differential leveling and
 LF0614.adjusted by the NATIONAL GEODETIC SURVEY
 LF0614.in June 1991.
 LF0614
 LF0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0614.GEOID18 height accuracy estimate available here.
 LF0614
 LF0614.Click photographs - Photos may exist for this station.
 LF0614
 LF0614.The dynamic height is computed by dividing the NAVD 88
 LF0614.geopotential number by the normal gravity value computed on the
 LF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0614.degrees latitude (g = 980.6199 gals.).
 LF0614
 LF0614.The modeled gravity was interpolated from observed gravity values.
 LF0614
 LF0614;                    North         East    Units  Estimated Accuracy
 LF0614;SPC NE       -    54,000.      876,120.      MT  (+/- 180 meters Scaled)
 LF0614
 LF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE806568(NAD 83)
 LF0614
 LF0614                          SUPERSEDED SURVEY CONTROL
 LF0614
 LF0614  NGVD 29 (??/??/92)  350.482  (m)         1149.87   (f) ADJ UNCH    2 0
 LF0614
 LF0614.Superseded values are not recommended for survey control.
 LF0614
 LF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0614.See file dsdata.pdf to determine how the superseded data were derived.
 LF0614
 LF0614_MARKER: DB = BENCH MARK DISK
 LF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0614_STAMPING: J 266 1947
 LF0614_MARK LOGO: CGS
 LF0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0614+STABILITY: SURFACE MOTION
 LF0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0614+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2009
 LF0614
 LF0614  HISTORY     - Date     Condition        Report By
 LF0614  HISTORY     - 1947     MONUMENTED       CGS
 LF0614  HISTORY     - 20080528 GOOD             INDIV
 LF0614  HISTORY     - 20091008 GOOD             INDIV
 LF0614  HISTORY     - 20130619 GOOD             JEOCON
 LF0614
 LF0614                          STATION DESCRIPTION
 LF0614
 LF0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0614'1 MI N FROM BARADA.
 LF0614'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE SCHOOL AT BARADA, AT
 LF0614'THE TOP OF A HILL, IN THE NORTHEAST ANGLE OF A CROSS ROAD, 52.0
 LF0614'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 33.8 FEET
 LF0614'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 LF0614'A FARM HOUSE, 30.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LF0614'ROAD, 24.0 FEET NORTH OF A GUY WIRE BRACED POWER LINE POLE, 6.5
 LF0614'FEET WEST OF A 15-INCH MAPLE TREE, 1.5 FOOT NORTH OF A REFERENCE
 LF0614'POST, 0.7 FOOT WEST OF A NORTH-SOUTH FARM YARD FENCE, SET IN A
 LF0614'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROADS AND
 LF0614'PROJECTING 0.3 FOOT.
 LF0614
 LF0614                          STATION RECOVERY (2008)
 LF0614
 LF0614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0614'RECOVERED IN GOOD CONDITION.
 LF0614
 LF0614                          STATION RECOVERY (2009)
 LF0614
 LF0614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LF0614'RECOVERED AS DESCRIBED.( MAPLE TREE IS 32 INCHES DIA.NOW) AND IS
 LF0614'FLUSH.
 LF0614
 LF0614                          STATION RECOVERY (2013)
 LF0614
 LF0614'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0672 ***********************************************************************
 LF0672  DESIGNATION -  J 268
 LF0672  PID         -  LF0672
 LF0672  STATE/COUNTY-  NE/NEMAHA
 LF0672  COUNTRY     -  US
 LF0672  USGS QUAD   -  AUBURN (2017)
 LF0672
 LF0672                         *CURRENT SURVEY CONTROL
 LF0672  ______________________________________________________________________
 LF0672* NAD 83(1986) POSITION- 40 24 24.17   (N) 095 45 12.80   (W)   HD_HELD1
 LF0672* NAVD 88 ORTHO HEIGHT -   338.752 (meters)     1111.39  (feet) ADJUSTED
 LF0672  ______________________________________________________________________
 LF0672  GEOID HEIGHT    -        -29.793 (meters)                     GEOID18
 LF0672  DYNAMIC HEIGHT  -        338.570 (meters)     1110.79  (feet) COMP
 LF0672  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 LF0672
 LF0672  VERT ORDER      -  SECOND    CLASS 0
 LF0672
 LF0672.The horizontal coordinates were determined by differentially corrected
 LF0672.hand held GPS observations or other comparable positioning techniques
 LF0672.and have an estimated accuracy of +/- 3 meters.
 LF0672
 LF0672.The orthometric height was determined by differential leveling and
 LF0672.adjusted by the NATIONAL GEODETIC SURVEY
 LF0672.in June 1991.
 LF0672
 LF0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0672.GEOID18 height accuracy estimate available here.
 LF0672
 LF0672.Click photographs - Photos may exist for this station.
 LF0672
 LF0672.The dynamic height is computed by dividing the NAVD 88
 LF0672.geopotential number by the normal gravity value computed on the
 LF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0672.degrees latitude (g = 980.6199 gals.).
 LF0672
 LF0672.The modeled gravity was interpolated from observed gravity values.
 LF0672
 LF0672;                    North         East    Units  Estimated Accuracy
 LF0672;SPC NE       -    72,512.2     860,257.5     MT  (+/- 3 meters HH1 GPS) 
 LF0672
 LF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6634376541(NAD 83)
 LF0672
 LF0672                          SUPERSEDED SURVEY CONTROL
 LF0672
 LF0672  NGVD 29 (??/??/92)  338.667  (m)         1111.11   (f) ADJ UNCH    2 0
 LF0672
 LF0672.Superseded values are not recommended for survey control.
 LF0672
 LF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0672.See file dsdata.pdf to determine how the superseded data were derived.
 LF0672
 LF0672_MARKER: DB = BENCH MARK DISK
 LF0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0672_STAMPING: J 268 1947
 LF0672_MARK LOGO: CGS
 LF0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0672+STABILITY: SURFACE MOTION
 LF0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0672+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2013
 LF0672
 LF0672  HISTORY     - Date     Condition        Report By
 LF0672  HISTORY     - 1947     MONUMENTED       CGS
 LF0672  HISTORY     - 20090107 GOOD             INDIV
 LF0672  HISTORY     - 20130211 GOOD             NEDR
 LF0672
 LF0672                          STATION DESCRIPTION
 LF0672
 LF0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0672'5.6 MI SW FROM PERU.
 LF0672'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 4.0 MILES SOUTH
 LF0672'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0672'AT THE SOUTHEAST CORNER OF A CHURCH YARD, 212.0 FEET SOUTH OF THE
 LF0672'CENTER OF AN EAST-WEST CROSS ROAD, 80.2 FEET SOUTH OF THE SOUTHEAST
 LF0672'CORNER OF AND IN LINE WITH THE EAST WALL OF THE CHURCH, 53.0
 LF0672'FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH ROAD, 22.7 FEET
 LF0672'SOUTHEAST OF THE SOUTHEAST SIDE OF A 2 1/2-FOOT MAPLE TREE, 22.3
 LF0672'FEET WEST OF THE SOUTHEAST CORNER OF THE CHURCH YARD, 2.0 FEET
 LF0672'WEST OF A REFERENCE POST, 0.6 FOOT NORTH OF AN EAST-WEST FENCE
 LF0672'LINE, SET IN CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD
 LF0672'AND PROJECTING 0.4 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.4 MILE
 LF0672'SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 3.9 MILES EAST ALONG
 LF0672'STATE HIGHWAY NO. 3 AND 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM
 LF0672'THE MISSOURI PACIFIC RAILROAD STATION AT AUBURN.
 LF0672
 LF0672                          STATION RECOVERY (2009)
 LF0672
 LF0672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BAJ)
 LF0672'RECOVERED IN GOOD CONDITION.
 LF0672
 LF0672                          STATION RECOVERY (2013)
 LF0672
 LF0672'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0118 ***********************************************************************
 LG0118  DESIGNATION -  J 269
 LG0118  PID         -  LG0118
 LG0118  STATE/COUNTY-  NE/CASS
 LG0118  COUNTRY     -  US
 LG0118  USGS QUAD   -  AVOCA (2017)
 LG0118
 LG0118                         *CURRENT SURVEY CONTROL
 LG0118  ______________________________________________________________________
 LG0118* NAD 83(1986) POSITION- 40 48 51.     (N) 096 00 26.     (W)   SCALED
 LG0118* NAVD 88 ORTHO HEIGHT -   342.580 (meters)     1123.95  (feet) ADJUSTED
 LG0118  ______________________________________________________________________
 LG0118  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 LG0118  DYNAMIC HEIGHT  -        342.425 (meters)     1123.44  (feet) COMP
 LG0118  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 LG0118
 LG0118  VERT ORDER      -  SECOND    CLASS 0
 LG0118
 LG0118.The horizontal coordinates were scaled from a map and have
 LG0118.an estimated accuracy of +/- 6 seconds.
 LG0118
 LG0118.The orthometric height was determined by differential leveling and
 LG0118.adjusted by the NATIONAL GEODETIC SURVEY
 LG0118.in June 1991.
 LG0118
 LG0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0118.GEOID18 height accuracy estimate available here.
 LG0118
 LG0118.Click photographs - Photos may exist for this station.
 LG0118
 LG0118.The dynamic height is computed by dividing the NAVD 88
 LG0118.geopotential number by the normal gravity value computed on the
 LG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0118.degrees latitude (g = 980.6199 gals.).
 LG0118
 LG0118.The modeled gravity was interpolated from observed gravity values.
 LG0118
 LG0118;                    North         East    Units  Estimated Accuracy
 LG0118;SPC NE       -   116,680.      836,660.      MT  (+/- 180 meters Scaled)
 LG0118
 LG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL524224(NAD 83)
 LG0118
 LG0118                          SUPERSEDED SURVEY CONTROL
 LG0118
 LG0118  NGVD 29 (??/??/92)  342.483  (m)         1123.63   (f) ADJ UNCH    2 0
 LG0118
 LG0118.Superseded values are not recommended for survey control.
 LG0118
 LG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0118.See file dsdata.pdf to determine how the superseded data were derived.
 LG0118
 LG0118_MARKER: DB = BENCH MARK DISK
 LG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0118_STAMPING: J 269 1947
 LG0118_MARK LOGO: CGS
 LG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0118+STABILITY: SURFACE MOTION
 LG0118
 LG0118  HISTORY     - Date     Condition        Report By
 LG0118  HISTORY     - 1947     MONUMENTED       CGS
 LG0118  HISTORY     - 1961     GOOD             CGS
 LG0118  HISTORY     - 20200505 MARK NOT FOUND   NEGS
 LG0118
 LG0118                          STATION DESCRIPTION
 LG0118
 LG0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0118'2.2 MI SW FROM NEHAWKA.
 LG0118'1.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE MISSOURI PACIFIC
 LG0118'RAILROAD STATION AT NEHAWKA, THENCE 1.0 MILE WEST ALONG U.S.
 LG0118'HIGHWAY 34, THENCE 0.05 MILE SOUTH ALONG A GRADED DIRT ROAD,
 LG0118'102.0 FEET WEST OF AND 5.0 FEET HIGHER THAN THE CENTER LINE OF A
 LG0118'NORTH AND SOUTH ROAD, 10.2 FEET SOUTH OF A FENCE, AT THE EAST
 LG0118'END OF THREE ROWS OF PINE TREES, BETWEEN THE LAST TWO TREES OF
 LG0118'THE NORTH ROW, 4.3 FEET NORTHEAST OF A 16 INCH PINE TREE, 4.0
 LG0118'FEET SOUTHWEST OF A 14 INCH PINE TREE, 2.0 FEET EAST OF A
 LG0118'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LG0118'0.2 FOOT ABOVE THE GROUND.
 LG0118
 LG0118                          STATION RECOVERY (1961)
 LG0118
 LG0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0118'RECOVERED IN GOOD CONDITION.
 LG0118
 LG0118                          STATION RECOVERY (2020)
 LG0118
 LG0118'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0118'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0140 ***********************************************************************
 LJ0140  DESIGNATION -  J 27
 LJ0140  PID         -  LJ0140
 LJ0140  STATE/COUNTY-  NE/FRONTIER
 LJ0140  COUNTRY     -  US
 LJ0140  USGS QUAD   -  CURTIS NW (2017)
 LJ0140
 LJ0140                         *CURRENT SURVEY CONTROL
 LJ0140  ______________________________________________________________________
 LJ0140* NAD 83(1986) POSITION- 40 39 05.     (N) 100 37 29.     (W)   SCALED
 LJ0140* NAVD 88 ORTHO HEIGHT -   846.675 (meters)     2777.80  (feet) ADJUSTED
 LJ0140  ______________________________________________________________________
 LJ0140  GEOID HEIGHT    -        -23.096 (meters)                     GEOID18
 LJ0140  DYNAMIC HEIGHT  -        846.147 (meters)     2776.07  (feet) COMP
 LJ0140  MODELED GRAVITY -    979,971.9   (mgal)                       NAVD 88
 LJ0140
 LJ0140  VERT ORDER      -  SECOND    CLASS 0
 LJ0140
 LJ0140.The horizontal coordinates were scaled from a map and have
 LJ0140.an estimated accuracy of +/- 6 seconds.
 LJ0140
 LJ0140.The orthometric height was determined by differential leveling and
 LJ0140.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0140.in June 1991.
 LJ0140
 LJ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0140.GEOID18 height accuracy estimate available here.
 LJ0140
 LJ0140.Click photographs - Photos may exist for this station.
 LJ0140
 LJ0140.The dynamic height is computed by dividing the NAVD 88
 LJ0140.geopotential number by the normal gravity value computed on the
 LJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0140.degrees latitude (g = 980.6199 gals.).
 LJ0140
 LJ0140.The modeled gravity was interpolated from observed gravity values.
 LJ0140
 LJ0140;                    North         East    Units  Estimated Accuracy
 LJ0140;SPC NE       -    91,020.      447,180.      MT  (+/- 180 meters Scaled)
 LJ0140
 LJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL626013(NAD 83)
 LJ0140
 LJ0140                          SUPERSEDED SURVEY CONTROL
 LJ0140
 LJ0140  NGVD 29 (??/??/92)  846.328  (m)         2776.66   (f) ADJ UNCH    2 0
 LJ0140
 LJ0140.Superseded values are not recommended for survey control.
 LJ0140
 LJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0140.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0140
 LJ0140_MARKER: DB = BENCH MARK DISK
 LJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0140_STAMPING: J 27 1934
 LJ0140_MARK LOGO: CGS
 LJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0140+STABILITY: SURFACE MOTION
 LJ0140
 LJ0140  HISTORY     - Date     Condition        Report By
 LJ0140  HISTORY     - 1934     MONUMENTED       CGS
 LJ0140  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0140
 LJ0140                          STATION DESCRIPTION
 LJ0140
 LJ0140'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0140'0.4 MI S FROM MAYWOOD.
 LJ0140'0.4 MILE SOUTH OF MAYWOOD ALONG U.S. HWY. 183 IN FENCE, 4 FT
 LJ0140'S OF SIDE FENCE AND 48 YARDS S OF STUCCO FARMHOUSE.  SET IN A
 LJ0140'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1026 ***********************************************************************
 NM1026  DESIGNATION -  J 270
 NM1026  PID         -  NM1026
 NM1026  STATE/COUNTY-  NE/CEDAR
 NM1026  COUNTRY     -  US
 NM1026  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1026
 NM1026                         *CURRENT SURVEY CONTROL
 NM1026  ______________________________________________________________________
 NM1026* NAD 83(1986) POSITION- 42 50 41.     (N) 097 25 51.     (W)   SCALED
 NM1026* NAVD 88 ORTHO HEIGHT -   359.396 (meters)     1179.12  (feet) ADJUSTED
 NM1026  ______________________________________________________________________
 NM1026  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 NM1026  DYNAMIC HEIGHT  -        359.294 (meters)     1178.78  (feet) COMP
 NM1026  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 NM1026
 NM1026  VERT ORDER      -  FIRST     CLASS II
 NM1026
 NM1026.The horizontal coordinates were scaled from a map and have
 NM1026.an estimated accuracy of +/- 6 seconds.
 NM1026
 NM1026.The orthometric height was determined by differential leveling and
 NM1026.adjusted by the NATIONAL GEODETIC SURVEY
 NM1026.in June 1991.
 NM1026
 NM1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1026.GEOID18 height accuracy estimate available here.
 NM1026
 NM1026.Click photographs - Photos may exist for this station.
 NM1026
 NM1026.The dynamic height is computed by dividing the NAVD 88
 NM1026.geopotential number by the normal gravity value computed on the
 NM1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1026.degrees latitude (g = 980.6199 gals.).
 NM1026
 NM1026.The modeled gravity was interpolated from observed gravity values.
 NM1026
 NM1026;                    North         East    Units  Estimated Accuracy
 NM1026;SPC NE       -   337,490.      709,970.      MT  (+/- 180 meters Scaled)
 NM1026
 NM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN282447(NAD 83)
 NM1026
 NM1026                          SUPERSEDED SURVEY CONTROL
 NM1026
 NM1026  NGVD 29 (??/??/92)  359.195  (m)         1178.46   (f) ADJ UNCH    1 2
 NM1026
 NM1026.Superseded values are not recommended for survey control.
 NM1026
 NM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1026.See file dsdata.pdf to determine how the superseded data were derived.
 NM1026
 NM1026_MARKER: DB = BENCH MARK DISK
 NM1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1026_STAMPING: J 270 1949
 NM1026_MARK LOGO: CGS
 NM1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1026+STABILITY: SURFACE MOTION
 NM1026
 NM1026  HISTORY     - Date     Condition        Report By
 NM1026  HISTORY     - 1949     MONUMENTED       CGS
 NM1026  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1026  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1026
 NM1026                          STATION DESCRIPTION
 NM1026
 NM1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1026'2.7 MI SW FROM YANKTON.
 NM1026'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1026'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 1.6
 NM1026'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, AT THE NORTHWEST EDGE
 NM1026'OF A LARGE WOODED AREA, AT A JUNCTION WITH A DIRT ROAD LEADING
 NM1026'WEST, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 64 FEET WEST OF
 NM1026'A 36-INCH COTTONWOOD TREE, 58.5 FEET SOUTHEAST OF AND ACROSS THE
 NM1026'HIGHWAY FROM AN REA POWER POLE, 30 FEET SOUTHEAST OF THE CENTER
 NM1026'LINE OF THE HIGHWAY, 2.3 FEET SOUTHEAST OF A FENCE LINE, AND
 NM1026'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM1026'THE GROUND.
 NM1026
 NM1026                          STATION RECOVERY (1967)
 NM1026
 NM1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1026'MARK NOT FOUND.
 NM1026
 NM1026                          STATION RECOVERY (1981)
 NM1026
 NM1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1404 ***********************************************************************
 NM1404  DESIGNATION -  J 271
 NM1404  PID         -  NM1404
 NM1404  STATE/COUNTY-  NE/KNOX
 NM1404  COUNTRY     -  US
 NM1404  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1404
 NM1404                         *CURRENT SURVEY CONTROL
 NM1404  ______________________________________________________________________
 NM1404* NAD 83(1986) POSITION- 42 46 43.     (N) 097 43 48.     (W)   SCALED
 NM1404* NAVD 88 ORTHO HEIGHT -   530.291 (meters)     1739.80  (feet) ADJUSTED
 NM1404  ______________________________________________________________________
 NM1404  GEOID HEIGHT    -        -25.724 (meters)                     GEOID18
 NM1404  DYNAMIC HEIGHT  -        530.111 (meters)     1739.21  (feet) COMP
 NM1404  MODELED GRAVITY -    980,264.7   (mgal)                       NAVD 88
 NM1404
 NM1404  VERT ORDER      -  SECOND    CLASS 0
 NM1404
 NM1404.The horizontal coordinates were scaled from a map and have
 NM1404.an estimated accuracy of +/- 6 seconds.
 NM1404
 NM1404.The orthometric height was determined by differential leveling and
 NM1404.adjusted by the NATIONAL GEODETIC SURVEY
 NM1404.in June 1991.
 NM1404
 NM1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1404.GEOID18 height accuracy estimate available here.
 NM1404
 NM1404.Click photographs - Photos may exist for this station.
 NM1404
 NM1404.The dynamic height is computed by dividing the NAVD 88
 NM1404.geopotential number by the normal gravity value computed on the
 NM1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1404.degrees latitude (g = 980.6199 gals.).
 NM1404
 NM1404.The modeled gravity was interpolated from observed gravity values.
 NM1404
 NM1404;                    North         East    Units  Estimated Accuracy
 NM1404;SPC NE       -   329,470.      685,720.      MT  (+/- 180 meters Scaled)
 NM1404
 NM1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN038370(NAD 83)
 NM1404
 NM1404                          SUPERSEDED SURVEY CONTROL
 NM1404
 NM1404  NGVD 29 (??/??/92)  530.062  (m)         1739.05   (f) ADJ UNCH    2 0
 NM1404
 NM1404.Superseded values are not recommended for survey control.
 NM1404
 NM1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1404.See file dsdata.pdf to determine how the superseded data were derived.
 NM1404
 NM1404_MARKER: DB = BENCH MARK DISK
 NM1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1404_STAMPING: J 271 1949
 NM1404_MARK LOGO: CGS
 NM1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1404+STABILITY: SURFACE MOTION
 NM1404
 NM1404  HISTORY     - Date     Condition        Report By
 NM1404  HISTORY     - 1949     MONUMENTED       CGS
 NM1404  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1404
 NM1404                          STATION DESCRIPTION
 NM1404
 NM1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1404'4.6 MI NW FROM LINDY.
 NM1404'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1404'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE
 NM1404'1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 NM1404'A DIRT ROAD, AT THE ENTRANCE TO A PRIVATE DRIVE LEADING NORTH
 NM1404'TO A FARM ELEVATOR, 65 FEET NORTH OF A POWER LINE POLE, 34 FEET
 NM1404'NORTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE CENTER
 NM1404'LINE OF THE DRIVE, 5.7 FEET NORTHWEST OF A FENCE CORNER POST,
 NM1404'1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NM1404'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1404
 NM1404                          STATION RECOVERY (1974)
 NM1404
 NM1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1040 ***********************************************************************
 NM1040  DESIGNATION -  J 272
 NM1040  PID         -  NM1040
 NM1040  STATE/COUNTY-  NE/CEDAR
 NM1040  COUNTRY     -  US
 NM1040  USGS QUAD   -  MENOMINEE (2017)
 NM1040
 NM1040                         *CURRENT SURVEY CONTROL
 NM1040  ______________________________________________________________________
 NM1040* NAD 83(1986) POSITION- 42 50 41.     (N) 097 22 18.     (W)   SCALED
 NM1040* NAVD 88 ORTHO HEIGHT -   357.984 (meters)     1174.49  (feet) ADJUSTED
 NM1040  ______________________________________________________________________
 NM1040  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 NM1040  DYNAMIC HEIGHT  -        357.883 (meters)     1174.15  (feet) COMP
 NM1040  MODELED GRAVITY -    980,328.0   (mgal)                       NAVD 88
 NM1040
 NM1040  VERT ORDER      -  SECOND    CLASS 0
 NM1040
 NM1040.The horizontal coordinates were scaled from a map and have
 NM1040.an estimated accuracy of +/- 6 seconds.
 NM1040
 NM1040.The orthometric height was determined by differential leveling and
 NM1040.adjusted by the NATIONAL GEODETIC SURVEY
 NM1040.in June 1991.
 NM1040
 NM1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1040.GEOID18 height accuracy estimate available here.
 NM1040
 NM1040.Click photographs - Photos may exist for this station.
 NM1040
 NM1040.The dynamic height is computed by dividing the NAVD 88
 NM1040.geopotential number by the normal gravity value computed on the
 NM1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1040.degrees latitude (g = 980.6199 gals.).
 NM1040
 NM1040.The modeled gravity was interpolated from observed gravity values.
 NM1040
 NM1040;                    North         East    Units  Estimated Accuracy
 NM1040;SPC NE       -   337,640.      714,810.      MT  (+/- 180 meters Scaled)
 NM1040
 NM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN330448(NAD 83)
 NM1040
 NM1040                          SUPERSEDED SURVEY CONTROL
 NM1040
 NM1040  NGVD 29 (??/??/92)  357.784  (m)         1173.83   (f) ADJ UNCH    2 0
 NM1040
 NM1040.Superseded values are not recommended for survey control.
 NM1040
 NM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1040.See file dsdata.pdf to determine how the superseded data were derived.
 NM1040
 NM1040_MARKER: DB = BENCH MARK DISK
 NM1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1040_STAMPING: J 272 1949
 NM1040_MARK LOGO: CGS
 NM1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1040+STABILITY: SURFACE MOTION
 NM1040
 NM1040  HISTORY     - Date     Condition        Report By
 NM1040  HISTORY     - 1949     MONUMENTED       CGS
 NM1040  HISTORY     - 1966     GOOD             CGS
 NM1040
 NM1040                          STATION DESCRIPTION
 NM1040
 NM1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1040'3.4 MI SE FROM YANKTON.
 NM1040'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1040'YANKTON, THENCE 1.45 MILES EAST ALONG A GRAVELED ROAD, AT THE
 NM1040'GREEN ISLAND SCHOOLHOUSE, 99.0 FEET SOUTH OF THE SOUTHWEST CORNER
 NM1040'OF THE SCHOOLHOUSE, 34 FEET NORTH OF THE CENTER LINE OF AN
 NM1040'EAST-WEST ROAD, 51.0 FEET EAST OF THE SOUTHWEST CORNER POST
 NM1040'OF THE SCHOOL YARD FENCE, 11.0 FEET WEST OF THE CENTER OF A
 NM1040'FRAME GATE, 1.5 FEET NORTH OF THE FENCE, 1.4 FEET WEST OF A
 NM1040'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1040'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1040
 NM1040                          STATION RECOVERY (1966)
 NM1040
 NM1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0322 ***********************************************************************
 NN0322  DESIGNATION -  J 273
 NN0322  PID         -  NN0322
 NN0322  STATE/COUNTY-  NE/BOYD
 NN0322  COUNTRY     -  US
 NN0322  USGS QUAD   -  GROSS (2017)
 NN0322
 NN0322                         *CURRENT SURVEY CONTROL
 NN0322  ______________________________________________________________________
 NN0322* NAD 83(1986) POSITION- 42 55 47.     (N) 098 31 31.     (W)   SCALED
 NN0322* NAVD 88 ORTHO HEIGHT -   528.839 (meters)     1735.03  (feet) ADJUSTED
 NN0322  ______________________________________________________________________
 NN0322  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 NN0322  DYNAMIC HEIGHT  -        528.653 (meters)     1734.42  (feet) COMP
 NN0322  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 NN0322
 NN0322  VERT ORDER      -  SECOND    CLASS 0
 NN0322
 NN0322.The horizontal coordinates were scaled from a map and have
 NN0322.an estimated accuracy of +/- 6 seconds.
 NN0322
 NN0322.The orthometric height was determined by differential leveling and
 NN0322.adjusted by the NATIONAL GEODETIC SURVEY
 NN0322.in June 1991.
 NN0322
 NN0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0322.GEOID18 height accuracy estimate available here.
 NN0322
 NN0322.Click photographs - Photos may exist for this station.
 NN0322
 NN0322.The dynamic height is computed by dividing the NAVD 88
 NN0322.geopotential number by the normal gravity value computed on the
 NN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0322.degrees latitude (g = 980.6199 gals.).
 NN0322
 NN0322.The modeled gravity was interpolated from observed gravity values.
 NN0322
 NN0322;                    North         East    Units  Estimated Accuracy
 NN0322;SPC NE       -   344,840.      620,380.      MT  (+/- 180 meters Scaled)
 NN0322
 NN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN387531(NAD 83)
 NN0322
 NN0322                          SUPERSEDED SURVEY CONTROL
 NN0322
 NN0322  NGVD 29 (??/??/92)  528.558  (m)         1734.11   (f) ADJ UNCH    2 0
 NN0322
 NN0322.Superseded values are not recommended for survey control.
 NN0322
 NN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0322.See file dsdata.pdf to determine how the superseded data were derived.
 NN0322
 NN0322_MARKER: DB = BENCH MARK DISK
 NN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0322_STAMPING: J 273 1949
 NN0322_MARK LOGO: CGS
 NN0322_PROJECTION: FLUSH
 NN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0322+STABILITY: SURFACE MOTION
 NN0322
 NN0322  HISTORY     - Date     Condition        Report By
 NN0322  HISTORY     - 1949     MONUMENTED       CGS
 NN0322
 NN0322                          STATION DESCRIPTION
 NN0322
 NN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0322'9.7 MI NW FROM LYNCH.
 NN0322'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0322'THENCE 2.4 MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH
 NN0322'ALONG A DIRT ROAD, ABOUT 500.0 FEET SOUTHEAST OF A FARMHOUSE ON
 NN0322'THE NORTH SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH
 NN0322'TANGENTS LEADING SOUTH AND WEST, ABOUT ON THE PROJECTED CENTER
 NN0322'LINE OF THE WEST TANGENT, 26.0 FEET EAST OF A POINT ON THE
 NN0322'PROJECTED CENTER LINE OF THE SOUTH TANGENT, 72.0 FEET NORTHEAST
 NN0322'OF THE CENTER LINE OF THE ROAD, 21.0 FEET SOUTH OF THE CENTER LINE
 NN0322'OF A GATE, 1.0 FOOT WEST OF A FENCE, 1.1 FEET NORTH OF A REFERENCE
 NN0322'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NN0322'NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH MARK K 273.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0688 ***********************************************************************
 NM0688  DESIGNATION -  J 274
 NM0688  PID         -  NM0688
 NM0688  STATE/COUNTY-  NE/DIXON
 NM0688  COUNTRY     -  US
 NM0688  USGS QUAD   -  CONCORD (2017)
 NM0688
 NM0688                         *CURRENT SURVEY CONTROL
 NM0688  ______________________________________________________________________
 NM0688* NAD 83(1986) POSITION- 42 28 53.     (N) 096 59 46.     (W)   SCALED
 NM0688* NAVD 88 ORTHO HEIGHT -   485.780 (meters)     1593.76  (feet) ADJUSTED
 NM0688  ______________________________________________________________________
 NM0688  GEOID HEIGHT    -        -25.138 (meters)                     GEOID18
 NM0688  DYNAMIC HEIGHT  -        485.622 (meters)     1593.24  (feet) COMP
 NM0688  MODELED GRAVITY -    980,279.4   (mgal)                       NAVD 88
 NM0688
 NM0688  VERT ORDER      -  SECOND    CLASS 0
 NM0688
 NM0688.The horizontal coordinates were scaled from a map and have
 NM0688.an estimated accuracy of +/- 6 seconds.
 NM0688
 NM0688.The orthometric height was determined by differential leveling and
 NM0688.adjusted by the NATIONAL GEODETIC SURVEY
 NM0688.in June 1991.
 NM0688
 NM0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0688.GEOID18 height accuracy estimate available here.
 NM0688
 NM0688.Click photographs - Photos may exist for this station.
 NM0688
 NM0688.The dynamic height is computed by dividing the NAVD 88
 NM0688.geopotential number by the normal gravity value computed on the
 NM0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0688.degrees latitude (g = 980.6199 gals.).
 NM0688
 NM0688.The modeled gravity was interpolated from observed gravity values.
 NM0688
 NM0688;                    North         East    Units  Estimated Accuracy
 NM0688;SPC NE       -   298,310.      746,890.      MT  (+/- 180 meters Scaled)
 NM0688
 NM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN647051(NAD 83)
 NM0688
 NM0688                          SUPERSEDED SURVEY CONTROL
 NM0688
 NM0688  NGVD 29 (??/??/92)  485.590  (m)         1593.14   (f) ADJ UNCH    2 0
 NM0688
 NM0688.Superseded values are not recommended for survey control.
 NM0688
 NM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0688.See file dsdata.pdf to determine how the superseded data were derived.
 NM0688
 NM0688_MARKER: DB = BENCH MARK DISK
 NM0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0688_STAMPING: J 274 1949
 NM0688_MARK LOGO: CGS
 NM0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0688+STABILITY: SURFACE MOTION
 NM0688
 NM0688  HISTORY     - Date     Condition        Report By
 NM0688  HISTORY     - 1949     MONUMENTED       CGS
 NM0688
 NM0688                          STATION DESCRIPTION
 NM0688
 NM0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0688'4.8 MI N FROM DIXON.
 NM0688'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON AND
 NM0688'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0688'STATE HIGHWAY 116, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0688'70 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 40.0
 NM0688'FEET NORTH OF A FENCE CORNER POST, 33 FEET WEST OF THE CENTER
 NM0688'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT EAST OF THE RIGHT-OF-WAY
 NM0688'FENCE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 NM0688'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1065 ***********************************************************************
 NM1065  DESIGNATION -  J 275
 NM1065  PID         -  NM1065
 NM1065  STATE/COUNTY-  NE/CEDAR
 NM1065  COUNTRY     -  US
 NM1065  USGS QUAD   -  OBERT (2017)
 NM1065
 NM1065                         *CURRENT SURVEY CONTROL
 NM1065  ______________________________________________________________________
 NM1065* NAD 83(1986) POSITION- 42 44 34.     (N) 097 02 05.     (W)   SCALED
 NM1065* NAVD 88 ORTHO HEIGHT -   350.984 (meters)     1151.52  (feet) ADJUSTED
 NM1065  ______________________________________________________________________
 NM1065  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 NM1065  DYNAMIC HEIGHT  -        350.876 (meters)     1151.17  (feet) COMP
 NM1065  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 NM1065
 NM1065  VERT ORDER      -  SECOND    CLASS 0
 NM1065
 NM1065.The horizontal coordinates were scaled from a map and have
 NM1065.an estimated accuracy of +/- 6 seconds.
 NM1065
 NM1065.The orthometric height was determined by differential leveling and
 NM1065.adjusted by the NATIONAL GEODETIC SURVEY
 NM1065.in June 1991.
 NM1065
 NM1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1065.GEOID18 height accuracy estimate available here.
 NM1065
 NM1065.Click photographs - Photos may exist for this station.
 NM1065
 NM1065.The dynamic height is computed by dividing the NAVD 88
 NM1065.geopotential number by the normal gravity value computed on the
 NM1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1065.degrees latitude (g = 980.6199 gals.).
 NM1065
 NM1065.The modeled gravity was interpolated from observed gravity values.
 NM1065
 NM1065;                    North         East    Units  Estimated Accuracy
 NM1065;SPC NE       -   327,210.      742,720.      MT  (+/- 180 meters Scaled)
 NM1065
 NM1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN608341(NAD 83)
 NM1065
 NM1065                          SUPERSEDED SURVEY CONTROL
 NM1065
 NM1065  NGVD 29 (??/??/92)  350.778  (m)         1150.84   (f) ADJ UNCH    2 0
 NM1065
 NM1065.Superseded values are not recommended for survey control.
 NM1065
 NM1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1065.See file dsdata.pdf to determine how the superseded data were derived.
 NM1065
 NM1065_MARKER: DB = BENCH MARK DISK
 NM1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1065_STAMPING: J 275 1949
 NM1065_MARK LOGO: CGS
 NM1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1065+STABILITY: SURFACE MOTION
 NM1065
 NM1065  HISTORY     - Date     Condition        Report By
 NM1065  HISTORY     - 1949     MONUMENTED       CGS
 NM1065  HISTORY     - 20120529 MARK NOT FOUND   USGS
 NM1065
 NM1065                          STATION DESCRIPTION
 NM1065
 NM1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1065'9.9 MI E FROM WYNOT.
 NM1065'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1065'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1065'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1065'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1065'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.95
 NM1065'MILE SOUTH ALONG A GRADED DIRT ROAD, AT A SCHOOLHOUSE, 163 FEET
 NM1065'EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 64.5 FEET
 NM1065'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 80.0 FEET
 NM1065'NORTH OF THE NORTHEAST CORNER OF THE COAL SHED, 0.8 FOOT WEST OF
 NM1065'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 NM1065'FOOT ABOVE THE GROUND.  THE LENGTH OF THIS POST IS 5.5 FEET.
 NM1065
 NM1065                          STATION RECOVERY (2012)
 NM1065
 NM1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2012 (RFT)
 NM1065'THE SCHOOLHOUSE AND COAL SHED AS DESCRIBED IN 1949 ARE NO LONGER
 NM1065'PRESENT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0879 ***********************************************************************
 NM0879  DESIGNATION -  J 276
 NM0879  PID         -  NM0879
 NM0879  STATE/COUNTY-  NE/DIXON
 NM0879  COUNTRY     -  US
 NM0879  USGS QUAD   -  BURBANK (2017)
 NM0879
 NM0879                         *CURRENT SURVEY CONTROL
 NM0879  ______________________________________________________________________
 NM0879* NAD 83(1986) POSITION- 42 39 20.     (N) 096 49 14.     (W)   SCALED
 NM0879* NAVD 88 ORTHO HEIGHT -   428.560 (meters)     1406.03  (feet) ADJUSTED
 NM0879  ______________________________________________________________________
 NM0879  GEOID HEIGHT    -        -25.491 (meters)                     GEOID18
 NM0879  DYNAMIC HEIGHT  -        428.429 (meters)     1405.60  (feet) COMP
 NM0879  MODELED GRAVITY -    980,301.1   (mgal)                       NAVD 88
 NM0879
 NM0879  VERT ORDER      -  SECOND    CLASS 0
 NM0879
 NM0879.The horizontal coordinates were scaled from a map and have
 NM0879.an estimated accuracy of +/- 6 seconds.
 NM0879
 NM0879.The orthometric height was determined by differential leveling and
 NM0879.adjusted by the NATIONAL GEODETIC SURVEY
 NM0879.in June 1991.
 NM0879
 NM0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0879.GEOID18 height accuracy estimate available here.
 NM0879
 NM0879.Click photographs - Photos may exist for this station.
 NM0879
 NM0879.The dynamic height is computed by dividing the NAVD 88
 NM0879.geopotential number by the normal gravity value computed on the
 NM0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0879.degrees latitude (g = 980.6199 gals.).
 NM0879
 NM0879.The modeled gravity was interpolated from observed gravity values.
 NM0879
 NM0879;                    North         East    Units  Estimated Accuracy
 NM0879;SPC NE       -   318,150.      760,600.      MT  (+/- 180 meters Scaled)
 NM0879
 NM0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN786248(NAD 83)
 NM0879
 NM0879                          SUPERSEDED SURVEY CONTROL
 NM0879
 NM0879  NGVD 29 (??/??/92)  428.376  (m)         1405.43   (f) ADJ UNCH    2 0
 NM0879
 NM0879.Superseded values are not recommended for survey control.
 NM0879
 NM0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0879.See file dsdata.pdf to determine how the superseded data were derived.
 NM0879
 NM0879_MARKER: DB = BENCH MARK DISK
 NM0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0879_STAMPING: J 276 1949
 NM0879_MARK LOGO: CGS
 NM0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0879+STABILITY: SURFACE MOTION
 NM0879
 NM0879  HISTORY     - Date     Condition        Report By
 NM0879  HISTORY     - 1949     MONUMENTED       CGS
 NM0879  HISTORY     - 1964     POOR             USGS
 NM0879  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0879
 NM0879                          STATION DESCRIPTION
 NM0879
 NM0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0879'4.4 MI SE FROM NEWCASTLE.
 NM0879'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0879'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0879'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 NM0879'NORTH ALONG A GRADED DIRT ROAD, 288 FEET NORTH OF THE CENTER
 NM0879'LINE OF A T ROAD LEADING WEST, 300 FEET SOUTH OF A Y JUNCTION OF
 NM0879'DIRT ROADS, 16 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0879'ROAD, 1.0 FOOT EAST OF A FENCE, 2.8 FEET SOUTH OF A REFERENCE
 NM0879'POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING
 NM0879'0.8 FOOT ABOVE THE GROUND.
 NM0879
 NM0879                          STATION RECOVERY (1964)
 NM0879
 NM0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0879'MARK RECOVERED IN POOR CONDITION.
 NM0879
 NM0879                          STATION RECOVERY (2020)
 NM0879
 NM0879'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0879'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0154 ***********************************************************************
 LG0154  DESIGNATION -  J 277 RESET
 LG0154  PID         -  LG0154
 LG0154  STATE/COUNTY-  NE/CASS
 LG0154  COUNTRY     -  US
 LG0154  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0154
 LG0154                         *CURRENT SURVEY CONTROL
 LG0154  ______________________________________________________________________
 LG0154* NAD 83(1986) POSITION- 40 54 53.     (N) 096 07 14.     (W)   SCALED
 LG0154* NAVD 88 ORTHO HEIGHT -   376.46  (meters)     1235.1   (feet) RESET
 LG0154  ______________________________________________________________________
 LG0154  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 LG0154  VERT ORDER      -  THIRD
 LG0154
 LG0154.The horizontal coordinates were scaled from a map and have
 LG0154.an estimated accuracy of +/- 6 seconds.
 LG0154
 LG0154.The orthometric height was computed from unverified reset data.
 LG0154
 LG0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0154.GEOID18 height accuracy estimate available here.
 LG0154
 LG0154.Click photographs - Photos may exist for this station.
 LG0154
 LG0154;                    North         East    Units  Estimated Accuracy
 LG0154;SPC NE       -   127,390.      826,610.      MT  (+/- 180 meters Scaled)
 LG0154
 LG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL424332(NAD 83)
 LG0154
 LG0154                          SUPERSEDED SURVEY CONTROL
 LG0154
 LG0154  NGVD 29 (??/??/??)  376.36   (m)         1234.8    (f) RESET       3  
 LG0154
 LG0154.Superseded values are not recommended for survey control.
 LG0154
 LG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0154.See file dsdata.pdf to determine how the superseded data were derived.
 LG0154
 LG0154_MARKER: DB = BENCH MARK DISK
 LG0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0154_STAMPING: J 277 1950 RESET 1956
 LG0154_MARK LOGO: CGS
 LG0154_PROJECTION: PROJECTING
 LG0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0154+STABILITY: SURFACE MOTION
 LG0154
 LG0154  HISTORY     - Date     Condition        Report By
 LG0154  HISTORY     - 1956     MONUMENTED       CGS
 LG0154
 LG0154                          STATION DESCRIPTION
 LG0154
 LG0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LG0154'4.5 MI NE FROM WEEPING WATER.
 LG0154'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL
 LG0154'AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 1,
 LG0154'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 LG0154'1 AND GRAVEL CROSSROADS, 38 FEET NORTH OF THE CENTER OF STATE
 LG0154'HIGHWAY 1, 30 FEET EAST OF THE CENTER OF GRAVEL ROAD, AND 5
 LG0154'FEET NORTH OF A TELEPHONE POLE.  THE POST PROJECTS 10 INCHES
 LG0154'AND THE DISK IS STAMPED J 277 1950 RESET 1956.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0155 ***********************************************************************
 LG0155  DESIGNATION -  J 277 RESET
 LG0155  PID         -  LG0155
 LG0155  STATE/COUNTY-  NE/CASS
 LG0155  COUNTRY     -  US
 LG0155  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0155
 LG0155                         *CURRENT SURVEY CONTROL
 LG0155  ______________________________________________________________________
 LG0155* NAD 83(1986) POSITION- 40 54 53.4    (N) 096 07 14.4    (W)   HD_HELD2
 LG0155* NAVD 88 ORTHO HEIGHT -   375.98  (+/-2cm)     1233.5   (feet) VERTCON
 LG0155  ______________________________________________________________________
 LG0155  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 LG0155  VERT ORDER      -  THIRD (See Below)
 LG0155
 LG0155.The horizontal coordinates were established by autonomous hand held GPS
 LG0155.observations and have an estimated accuracy of +/- 10 meters.
 LG0155
 LG0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0155
 LG0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0155.GEOID18 height accuracy estimate available here.
 LG0155
 LG0155.The vertical order pertains to the NGVD 29 superseded value.
 LG0155
 LG0155.Click photographs - Photos may exist for this station.
 LG0155
 LG0155;                    North         East    Units  Estimated Accuracy
 LG0155;SPC NE       -   127,404.      826,604.      MT  (+/- 10 meters HH2 GPS)
 LG0155
 LG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4248233295(NAD 83)
 LG0155
 LG0155                          SUPERSEDED SURVEY CONTROL
 LG0155
 LG0155  NGVD 29 (??/??/??)  375.88   (m)         1233.2    (f) RESET       3  
 LG0155
 LG0155.Superseded values are not recommended for survey control.
 LG0155
 LG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0155.See file dsdata.pdf to determine how the superseded data were derived.
 LG0155
 LG0155_MARKER: DB = BENCH MARK DISK
 LG0155_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0155+WITH SETTING: PAVEMENT
 LG0155_SP_SET: BASE
 LG0155_STAMPING: J 277 RESET 1966
 LG0155_MARK LOGO: CGS
 LG0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0155+STABILITY: SURFACE MOTION
 LG0155
 LG0155  HISTORY     - Date     Condition        Report By
 LG0155  HISTORY     - 1966     MONUMENTED       LOCENG
 LG0155
 LG0155                          STATION DESCRIPTION
 LG0155
 LG0155'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0155'4.5 MI NE FROM WEEPING WATER.
 LG0155'ABOUT 3.5 MILES NORTH ALONG OLD STATE HIGHWAY 50 FROM THE HIGH
 LG0155'SCHOOL AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG STATE
 LG0155'HIGHWAY 1, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 LG0155'HIGHWAY 1 AND GRAVEL CROSSROADS, 60 FEET NORTH OF THE CENTER
 LG0155'LINE OF STATE HIGHWAY 1, 33 FEET EAST OF THE CENTER OF THE
 LG0155'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE BASE AND FENCE
 LG0155'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0491 ***********************************************************************
 NM0491  DESIGNATION -  J 278
 NM0491  PID         -  NM0491
 NM0491  STATE/COUNTY-  NE/THURSTON
 NM0491  COUNTRY     -  US
 NM0491  USGS QUAD   -  SALIX (2018)
 NM0491
 NM0491                         *CURRENT SURVEY CONTROL
 NM0491  ______________________________________________________________________
 NM0491* NAD 83(1986) POSITION- 42 15 37.     (N) 096 20 25.     (W)   SCALED
 NM0491* NAVD 88 ORTHO HEIGHT -   327.115 (meters)     1073.21  (feet) ADJUSTED
 NM0491  ______________________________________________________________________
 NM0491  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 NM0491  DYNAMIC HEIGHT  -        327.007 (meters)     1072.86  (feet) COMP
 NM0491  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 NM0491
 NM0491  VERT ORDER      -  SECOND    CLASS 0
 NM0491
 NM0491.The horizontal coordinates were scaled from a map and have
 NM0491.an estimated accuracy of +/- 6 seconds.
 NM0491
 NM0491.The orthometric height was determined by differential leveling and
 NM0491.adjusted by the NATIONAL GEODETIC SURVEY
 NM0491.in June 1991.
 NM0491
 NM0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0491.GEOID18 height accuracy estimate available here.
 NM0491
 NM0491.Click photographs - Photos may exist for this station.
 NM0491
 NM0491.The dynamic height is computed by dividing the NAVD 88
 NM0491.geopotential number by the normal gravity value computed on the
 NM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0491.degrees latitude (g = 980.6199 gals.).
 NM0491
 NM0491.The modeled gravity was interpolated from observed gravity values.
 NM0491
 NM0491;                    North         East    Units  Estimated Accuracy
 NM0491;SPC NE       -   275,850.      801,810.      MT  (+/- 180 meters Scaled)
 NM0491
 NM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM193821(NAD 83)
 NM0491
 NM0491                          SUPERSEDED SURVEY CONTROL
 NM0491
 NM0491  NGVD 29 (??/??/92)  326.963  (m)         1072.71   (f) ADJ UNCH    2 0
 NM0491
 NM0491.Superseded values are not recommended for survey control.
 NM0491
 NM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0491.See file dsdata.pdf to determine how the superseded data were derived.
 NM0491
 NM0491_MARKER: DB = BENCH MARK DISK
 NM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0491_STAMPING: J 278 1949
 NM0491_MARK LOGO: CGS
 NM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0491+STABILITY: SURFACE MOTION
 NM0491
 NM0491  HISTORY     - Date     Condition        Report By
 NM0491  HISTORY     - 1949     MONUMENTED       CGS
 NM0491  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0491
 NM0491                          STATION DESCRIPTION
 NM0491
 NM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0491'8.3 MI NE FROM WINNEBAGO.
 NM0491'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0491'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0491'THENCE 2.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.8
 NM0491'MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT
 NM0491'ROAD, THENCE 0.6 MILE EAST ALONG A DIRT ROAD, 150.0 FEET WEST OF
 NM0491'THE WEST BANK OF THE MISSOURI RIVER, AT A Y JUNCTION OF DIRT
 NM0491'ROADS, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 NM0491'SOUTHEAST, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 NM0491'LEADING NORTHEAST, 10.3 FEET SOUTH OF A 24-INCH COTTONWOOD WITH
 NM0491'A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 10.6 FEET WEST
 NM0491'OF AN 18-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON THE WEST
 NM0491'SIDE OF THE TREE, 9.4 FEET NORTHEAST OF AN 18-INCH COTTONWOOD
 NM0491'WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 2.4 FEET
 NM0491'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 NM0491'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NM0491
 NM0491                          STATION RECOVERY (1965)
 NM0491
 NM0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0080 ***********************************************************************
 LH0080  DESIGNATION -  J 279
 LH0080  PID         -  LH0080
 LH0080  STATE/COUNTY-  NE/HALL
 LH0080  COUNTRY     -  US
 LH0080  USGS QUAD   -  ALDA (2017)
 LH0080
 LH0080                         *CURRENT SURVEY CONTROL
 LH0080  ______________________________________________________________________
 LH0080* NAD 83(1986) POSITION- 40 51 20.29   (N) 098 29 51.66   (W)   HD_HELD1
 LH0080* NAVD 88 ORTHO HEIGHT -   587.493 (meters)     1927.47  (feet) ADJUSTED
 LH0080  ______________________________________________________________________
 LH0080  GEOID HEIGHT    -        -24.879 (meters)                     GEOID18
 LH0080  DYNAMIC HEIGHT  -        587.180 (meters)     1926.44  (feet) COMP
 LH0080  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 LH0080
 LH0080  VERT ORDER      -  FIRST     CLASS II
 LH0080
 LH0080.The horizontal coordinates were determined by differentially corrected
 LH0080.hand held GPS observations or other comparable positioning techniques
 LH0080.and have an estimated accuracy of +/- 3 meters.
 LH0080
 LH0080.The orthometric height was determined by differential leveling and
 LH0080.adjusted by the NATIONAL GEODETIC SURVEY
 LH0080.in June 1991.
 LH0080
 LH0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0080.GEOID18 height accuracy estimate available here.
 LH0080
 LH0080.Click photographs - Photos may exist for this station.
 LH0080
 LH0080.The dynamic height is computed by dividing the NAVD 88
 LH0080.geopotential number by the normal gravity value computed on the
 LH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0080.degrees latitude (g = 980.6199 gals.).
 LH0080
 LH0080.The modeled gravity was interpolated from observed gravity values.
 LH0080
 LH0080;                    North         East    Units  Estimated Accuracy
 LH0080;SPC NE       -   114,603.8     626,631.6     MT  (+/- 3 meters HH1 GPS) 
 LH0080
 LH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4233722852(NAD 83)
 LH0080
 LH0080                          SUPERSEDED SURVEY CONTROL
 LH0080
 LH0080  NGVD 29 (02/14/92)  587.245  (m)         1926.65   (f) ADJUSTED    1 2
 LH0080  NGVD 29 (??/??/87)  587.245  (m)         1926.65   (f) SUPERSEDED  1 2
 LH0080
 LH0080.Superseded values are not recommended for survey control.
 LH0080
 LH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0080.See file dsdata.pdf to determine how the superseded data were derived.
 LH0080
 LH0080_MARKER: DB = BENCH MARK DISK
 LH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0080_STAMPING: J 279 1949
 LH0080_MARK LOGO: CGS
 LH0080_PROJECTION: FLUSH
 LH0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0080+STABILITY: SURFACE MOTION
 LH0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0080+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2020
 LH0080
 LH0080  HISTORY     - Date     Condition        Report By
 LH0080  HISTORY     - 1949     MONUMENTED       CGS
 LH0080  HISTORY     - 1990     GOOD             USPSQD
 LH0080  HISTORY     - 19910924 GOOD             NGS
 LH0080  HISTORY     - 20201001 GOOD             NE-079
 LH0080
 LH0080                          STATION DESCRIPTION
 LH0080
 LH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0080'1.8 MI SW FROM ALDA.
 LH0080'1.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0080'STATION AT ALDA, 97 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LH0080'ROAD LEADING EAST, 54 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0080'ROAD, 46.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 LH0080'SET OF TRACKS, 25.0 FEET NORTHEAST OF A FENCE CORNER POST, 1.6
 LH0080'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.7 FEET SOUTHWEST OF A
 LH0080'REFERENCE POST, AND SET IN THE TOP OF A 10-FOOT CONCRETE POST
 LH0080'PROJECTING 0.3 FOOT ABOVE THE GROUND AND WELDED ON THE END OF AN
 LH0080'8-FOOT SECTION OF REINFORCING STEEL.
 LH0080
 LH0080                          STATION RECOVERY (1990)
 LH0080
 LH0080'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0080'RECOVERED IN GOOD CONDITION.
 LH0080
 LH0080                          STATION RECOVERY (1991)
 LH0080
 LH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0080'11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0080'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.7 M (189.3 FT) SOUTHEAST OF
 LH0080'THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT) SOUTHWEST OF RAILROAD SIGNAL
 LH0080'NUMBER 1564, 16.6 M (54.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 LH0080'14.3 M (46.9 FT) SOUTHEAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE
 LH0080'LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND
 LH0080'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0080
 LH0080                          STATION RECOVERY (2020)
 LH0080
 LH0080'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0080'THE MARK IS 54.5 FT (16.6 M) EAST OF THE CENTERLINE OF 80TH ROAD, 45.9
 LH0080'FT (14.0 M) SOUTHEAST OF THE NEAR RAIL, 25.0 FT (7.6 M) NORTHEAST OF A
 LH0080'CONCRETE CORNER FENCE POST, 2.2 FT (0.7 M) NORTHEAST OF A CONCRETE
 LH0080'POST, 1.8 FT (0.5 M) SOUTHWEST OF AN IRON T POST, 1.8 FT (0.5 M)
 LH0080'NORTHWEST OF A FENCE LINE AND 1.6 FT (0.5 M) NORTHWEST OF AN ORANGE
 LH0080'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0151 ***********************************************************************
 LJ0151  DESIGNATION -  J 28
 LJ0151  PID         -  LJ0151
 LJ0151  STATE/COUNTY-  NE/LINCOLN
 LJ0151  COUNTRY     -  US
 LJ0151  USGS QUAD   -  WELLFLEET (2017)
 LJ0151
 LJ0151                         *CURRENT SURVEY CONTROL
 LJ0151  ______________________________________________________________________
 LJ0151* NAD 83(1986) POSITION- 40 52 22.     (N) 100 40 42.     (W)   SCALED
 LJ0151* NAVD 88 ORTHO HEIGHT -   919.500 (meters)     3016.73  (feet) ADJUSTED
 LJ0151  ______________________________________________________________________
 LJ0151  GEOID HEIGHT    -        -22.703 (meters)                     GEOID18
 LJ0151  DYNAMIC HEIGHT  -        918.928 (meters)     3014.85  (feet) COMP
 LJ0151  MODELED GRAVITY -    979,971.1   (mgal)                       NAVD 88
 LJ0151
 LJ0151  VERT ORDER      -  SECOND    CLASS 0
 LJ0151
 LJ0151.The horizontal coordinates were scaled from a map and have
 LJ0151.an estimated accuracy of +/- 6 seconds.
 LJ0151
 LJ0151.The orthometric height was determined by differential leveling and
 LJ0151.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0151.in June 1994.
 LJ0151
 LJ0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0151.GEOID18 height accuracy estimate available here.
 LJ0151
 LJ0151.Click photographs - Photos may exist for this station.
 LJ0151
 LJ0151.The dynamic height is computed by dividing the NAVD 88
 LJ0151.geopotential number by the normal gravity value computed on the
 LJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0151.degrees latitude (g = 980.6199 gals.).
 LJ0151
 LJ0151.The modeled gravity was interpolated from observed gravity values.
 LJ0151
 LJ0151;                    North         East    Units  Estimated Accuracy
 LJ0151;SPC NE       -   115,630.      442,840.      MT  (+/- 180 meters Scaled)
 LJ0151
 LJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585259(NAD 83)
 LJ0151
 LJ0151                          SUPERSEDED SURVEY CONTROL
 LJ0151
 LJ0151  NAVD 88 (06/15/91)  919.496  (m)         3016.71   (f) SUPERSEDED  2 0
 LJ0151  NGVD 29 (??/??/92)  919.128  (m)         3015.51   (f) ADJ UNCH    2 0
 LJ0151
 LJ0151.Superseded values are not recommended for survey control.
 LJ0151
 LJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0151.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0151
 LJ0151_MARKER: DB = BENCH MARK DISK
 LJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0151_STAMPING: J 28 1934
 LJ0151_MARK LOGO: CGS
 LJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0151+STABILITY: SURFACE MOTION
 LJ0151
 LJ0151  HISTORY     - Date     Condition        Report By
 LJ0151  HISTORY     - 1934     MONUMENTED       CGS
 LJ0151  HISTORY     - 1971     GOOD             NGS
 LJ0151
 LJ0151                          STATION DESCRIPTION
 LJ0151
 LJ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LJ0151'17.7 MI N FROM MAYWOOD.
 LJ0151'IN LINCOLN COUNTY, 17.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0151'MAYWOOD, FRONTIER COUNTY, AT THE MIDDLE OF A CURVE, AT THE ECHO
 LJ0151'SCHOOL YARD, AND 34 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LJ0151'HIGHWAY.  A STANDARD DISK, STAMPED J 28 1934 AND SET IN THE TOP
 LJ0151'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0818 ***********************************************************************
 MK0818  DESIGNATION -  J 280
 MK0818  PID         -  MK0818
 MK0818  STATE/COUNTY-  NE/SARPY
 MK0818  COUNTRY     -  US
 MK0818  USGS QUAD   -  RALSTON (2017)
 MK0818
 MK0818                         *CURRENT SURVEY CONTROL
 MK0818  ______________________________________________________________________
 MK0818* NAD 83(1986) POSITION- 41 08 47.     (N) 096 05 25.     (W)   SCALED
 MK0818* NAVD 88 ORTHO HEIGHT -   358.440 (meters)     1175.98  (feet) ADJUSTED
 MK0818  ______________________________________________________________________
 MK0818  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 MK0818  DYNAMIC HEIGHT  -        358.292 (meters)     1175.50  (feet) COMP
 MK0818  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 MK0818
 MK0818  VERT ORDER      -  SECOND    CLASS 0
 MK0818
 MK0818.The horizontal coordinates were scaled from a map and have
 MK0818.an estimated accuracy of +/- 6 seconds.
 MK0818
 MK0818.The orthometric height was determined by differential leveling and
 MK0818.adjusted by the NATIONAL GEODETIC SURVEY
 MK0818.in June 1991.
 MK0818
 MK0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0818.GEOID18 height accuracy estimate available here.
 MK0818
 MK0818.Click photographs - Photos may exist for this station.
 MK0818
 MK0818.The dynamic height is computed by dividing the NAVD 88
 MK0818.geopotential number by the normal gravity value computed on the
 MK0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0818.degrees latitude (g = 980.6199 gals.).
 MK0818
 MK0818.The modeled gravity was interpolated from observed gravity values.
 MK0818
 MK0818;                    North         East    Units  Estimated Accuracy
 MK0818;SPC NE       -   153,200.      828,000.      MT  (+/- 180 meters Scaled)
 MK0818
 MK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441590(NAD 83)
 MK0818
 MK0818                          SUPERSEDED SURVEY CONTROL
 MK0818
 MK0818  NGVD 29 (??/??/92)  358.331  (m)         1175.62   (f) ADJ UNCH    2 0
 MK0818
 MK0818.Superseded values are not recommended for survey control.
 MK0818
 MK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0818.See file dsdata.pdf to determine how the superseded data were derived.
 MK0818
 MK0818_MARKER: DB = BENCH MARK DISK
 MK0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0818_STAMPING: J 280 1950
 MK0818_MARK LOGO: CGS
 MK0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0818+STABILITY: SURFACE MOTION
 MK0818
 MK0818  HISTORY     - Date     Condition        Report By
 MK0818  HISTORY     - 1950     MONUMENTED       CGS
 MK0818
 MK0818                          STATION DESCRIPTION
 MK0818
 MK0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0818'2.1 MI SW FROM PAPILLION.
 MK0818'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 MK0818'AT PAPILLION, IN THE SOUTHWEST CORNER OF THE PRAIRIE QUEEN
 MK0818'SCHOOL YARD, 220 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0818'123 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 33
 MK0818'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A COAL HOUSE, 57 FEET
 MK0818'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.4 FEET
 MK0818'NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 MK0818'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0419 ***********************************************************************
 ML0419  DESIGNATION -  J 281
 ML0419  PID         -  ML0419
 ML0419  STATE/COUNTY-  NE/HOWARD
 ML0419  COUNTRY     -  US
 ML0419  USGS QUAD   -  BOELUS (2017)
 ML0419
 ML0419                         *CURRENT SURVEY CONTROL
 ML0419  ______________________________________________________________________
 ML0419* NAD 83(1986) POSITION- 41 07 09.     (N) 098 43 46.     (W)   SCALED
 ML0419* NAVD 88 ORTHO HEIGHT -   609.290 (meters)     1998.98  (feet) ADJUSTED
 ML0419  ______________________________________________________________________
 ML0419  GEOID HEIGHT    -        -24.307 (meters)                     GEOID18
 ML0419  DYNAMIC HEIGHT  -        608.979 (meters)     1997.96  (feet) COMP
 ML0419  MODELED GRAVITY -    980,094.7   (mgal)                       NAVD 88
 ML0419
 ML0419  VERT ORDER      -  SECOND    CLASS 0
 ML0419
 ML0419.The horizontal coordinates were scaled from a map and have
 ML0419.an estimated accuracy of +/- 6 seconds.
 ML0419
 ML0419.The orthometric height was determined by differential leveling and
 ML0419.adjusted by the NATIONAL GEODETIC SURVEY
 ML0419.in June 1991.
 ML0419
 ML0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0419.GEOID18 height accuracy estimate available here.
 ML0419
 ML0419.Click photographs - Photos may exist for this station.
 ML0419
 ML0419.The dynamic height is computed by dividing the NAVD 88
 ML0419.geopotential number by the normal gravity value computed on the
 ML0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0419.degrees latitude (g = 980.6199 gals.).
 ML0419
 ML0419.The modeled gravity was interpolated from observed gravity values.
 ML0419
 ML0419;                    North         East    Units  Estimated Accuracy
 ML0419;SPC NE       -   143,550.      606,670.      MT  (+/- 180 meters Scaled)
 ML0419
 ML0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227520(NAD 83)
 ML0419
 ML0419                          SUPERSEDED SURVEY CONTROL
 ML0419
 ML0419  NGVD 29 (??/??/92)  609.052  (m)         1998.20   (f) ADJ UNCH    2 0
 ML0419
 ML0419.Superseded values are not recommended for survey control.
 ML0419
 ML0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0419.See file dsdata.pdf to determine how the superseded data were derived.
 ML0419
 ML0419_MARKER: DB = BENCH MARK DISK
 ML0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0419_STAMPING: J 281 1949
 ML0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0419+STABILITY: SURFACE MOTION
 ML0419
 ML0419  HISTORY     - Date     Condition        Report By
 ML0419  HISTORY     - 1949     MONUMENTED       CGS
 ML0419  HISTORY     - 1966     GOOD             CGS
 ML0419
 ML0419                          STATION DESCRIPTION
 ML0419
 ML0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0419'3.6 MI N FROM BOELUS.
 ML0419'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0419'RAILROAD STATION AT BOELUS, THENCE 2.9 MILES NORTH ALONG A COUNTY
 ML0419'ROAD, IN THE NORTHEAST QUARTER OF A ROAD CROSSING, AT THE SOUTHWEST
 ML0419'CORNER OF SECTION 5, T. 13 N., R. 12 W., 51 FEET NORTH OF THE
 ML0419'CENTER LINE OF THE EAST-WEST ROAD, 36 FEET EAST OF THE CENTER
 ML0419'LINE OF THE NORTH-SOUTH ROAD, 32.5 FEET NORTH OF A CORNER FENCE
 ML0419'POST, 1.1 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE
 ML0419'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0419'AND PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- A METAL
 ML0419'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 ML0419
 ML0419                          STATION RECOVERY (1966)
 ML0419
 ML0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0270 ***********************************************************************
 ML0270  DESIGNATION -  J 282
 ML0270  PID         -  ML0270
 ML0270  STATE/COUNTY-  NE/HOWARD
 ML0270  COUNTRY     -  US
 ML0270  USGS QUAD   -  SAINT PAUL (2017)
 ML0270
 ML0270                         *CURRENT SURVEY CONTROL
 ML0270  ______________________________________________________________________
 ML0270* NAD 83(1986) POSITION- 41 10 39.     (N) 098 29 58.     (W)   SCALED
 ML0270* NAVD 88 ORTHO HEIGHT -   562.712 (meters)     1846.16  (feet) ADJUSTED
 ML0270  ______________________________________________________________________
 ML0270  GEOID HEIGHT    -        -24.635 (meters)                     GEOID18
 ML0270  DYNAMIC HEIGHT  -        562.424 (meters)     1845.22  (feet) COMP
 ML0270  MODELED GRAVITY -    980,095.4   (mgal)                       NAVD 88
 ML0270
 ML0270  VERT ORDER      -  SECOND    CLASS 0
 ML0270
 ML0270.The horizontal coordinates were scaled from a map and have
 ML0270.an estimated accuracy of +/- 6 seconds.
 ML0270
 ML0270.The orthometric height was determined by differential leveling and
 ML0270.adjusted by the NATIONAL GEODETIC SURVEY
 ML0270.in June 1991.
 ML0270
 ML0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0270.GEOID18 height accuracy estimate available here.
 ML0270
 ML0270.Click photographs - Photos may exist for this station.
 ML0270
 ML0270.The dynamic height is computed by dividing the NAVD 88
 ML0270.geopotential number by the normal gravity value computed on the
 ML0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0270.degrees latitude (g = 980.6199 gals.).
 ML0270
 ML0270.The modeled gravity was interpolated from observed gravity values.
 ML0270
 ML0270;                    North         East    Units  Estimated Accuracy
 ML0270;SPC NE       -   150,330.      625,860.      MT  (+/- 180 meters Scaled)
 ML0270
 ML0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL419585(NAD 83)
 ML0270
 ML0270                          SUPERSEDED SURVEY CONTROL
 ML0270
 ML0270  NGVD 29 (??/??/92)  562.464  (m)         1845.35   (f) ADJ UNCH    2 0
 ML0270
 ML0270.Superseded values are not recommended for survey control.
 ML0270
 ML0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0270.See file dsdata.pdf to determine how the superseded data were derived.
 ML0270
 ML0270_MARKER: DB = BENCH MARK DISK
 ML0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0270_STAMPING: J 282 1949
 ML0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0270+STABILITY: SURFACE MOTION
 ML0270
 ML0270  HISTORY     - Date     Condition        Report By
 ML0270  HISTORY     - 1949     MONUMENTED       CGS
 ML0270
 ML0270                          STATION DESCRIPTION
 ML0270
 ML0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0270'4.8 MI SW FROM ST PAUL.
 ML0270'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0270'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, THENCE
 ML0270'1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE WEST ALONG
 ML0270'A COUNTY ROAD, THENCE 0.25 MILE SOUTH ALONG A COUNTY ROAD,
 ML0270'THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, THENCE 0.75 MILE
 ML0270'SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILE WEST ALONG A
 ML0270'COUNTY ROAD, AT THE SOUTHWEST CORNER OF SECTION 17, T. 14 N.,
 ML0270'R. 10 W., AT A T-JUNCTION OF ROADS, 42 FEET EAST OF A POINT
 ML0270'ON THE PROJECTED CENTER LINE OF THE ROAD LEADING SOUTH,
 ML0270'28 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.6
 ML0270'FEET SOUTHEAST OF A POWER LINE GUY POLE, 1.1 FEET SOUTH OF A
 ML0270'FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0270'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT
 ML0270'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 ML0270'NORTH OF BENCH MARK K 282.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0274 ***********************************************************************
 ML0274  DESIGNATION -  J 283
 ML0274  PID         -  ML0274
 ML0274  STATE/COUNTY-  NE/HOWARD
 ML0274  COUNTRY     -  US
 ML0274  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0274
 ML0274                         *CURRENT SURVEY CONTROL
 ML0274  ______________________________________________________________________
 ML0274* NAD 83(1986) POSITION- 41 06 19.0    (N) 098 28 45.8    (W)   HD_HELD2
 ML0274* NAVD 88 ORTHO HEIGHT -   565.432 (meters)     1855.09  (feet) ADJUSTED
 ML0274  ______________________________________________________________________
 ML0274  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 ML0274  DYNAMIC HEIGHT  -        565.142 (meters)     1854.14  (feet) COMP
 ML0274  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 ML0274
 ML0274  VERT ORDER      -  SECOND    CLASS 0
 ML0274
 ML0274.The horizontal coordinates were established by autonomous hand held GPS
 ML0274.observations and have an estimated accuracy of +/- 10 meters.
 ML0274
 ML0274.The orthometric height was determined by differential leveling and
 ML0274.adjusted by the NATIONAL GEODETIC SURVEY
 ML0274.in June 1991.
 ML0274
 ML0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0274.GEOID18 height accuracy estimate available here.
 ML0274
 ML0274.Click photographs - Photos may exist for this station.
 ML0274
 ML0274.The dynamic height is computed by dividing the NAVD 88
 ML0274.geopotential number by the normal gravity value computed on the
 ML0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0274.degrees latitude (g = 980.6199 gals.).
 ML0274
 ML0274.The modeled gravity was interpolated from observed gravity values.
 ML0274
 ML0274;                    North         East    Units  Estimated Accuracy
 ML0274;SPC NE       -   142,342.      627,686.      MT  (+/- 10 meters HH2 GPS)
 ML0274
 ML0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4371450574(NAD 83)
 ML0274
 ML0274                          SUPERSEDED SURVEY CONTROL
 ML0274
 ML0274  NGVD 29 (??/??/92)  565.186  (m)         1854.28   (f) ADJ UNCH    2 0
 ML0274
 ML0274.Superseded values are not recommended for survey control.
 ML0274
 ML0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0274.See file dsdata.pdf to determine how the superseded data were derived.
 ML0274
 ML0274_MARKER: DB = BENCH MARK DISK
 ML0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0274_STAMPING: J 283 1949
 ML0274_MARK LOGO: CGS
 ML0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0274+STABILITY: SURFACE MOTION
 ML0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0274+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 ML0274
 ML0274  HISTORY     - Date     Condition        Report By
 ML0274  HISTORY     - 1949     MONUMENTED       CGS
 ML0274  HISTORY     - 20140602 GOOD             NEDR
 ML0274
 ML0274                          STATION DESCRIPTION
 ML0274
 ML0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0274'3.9 MI SE FROM DANNEBROG.
 ML0274'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0274'STATION AT DANNEBROG, THENCE 3.6 MILES SOUTHEAST ALONG STATE
 ML0274'HIGHWAY NO. 58, AT THE SOUTHEAST CORNER OF SECTION 8, T. 13 N.,
 ML0274'R. 10 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 54
 ML0274'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE
 ML0274'CENTER LINE OF THE NORTH-SOUTH ROAD, 8 FEET NORTH OF A CORNER
 ML0274'FENCE POST, 3.5 FEET NORTH OF A TELEPHONE POLE WHICH IS ALSO
 ML0274'USED AS A POWER LINE GUY POLE, 1.5 FEET WEST OF A FENCE, 2.2 FEET
 ML0274'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0274'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0274'GROUND.
 ML0274
 ML0274                          STATION RECOVERY (2014)
 ML0274
 ML0274'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014
 ML0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0425 ***********************************************************************
 LH0425  DESIGNATION -  J 285
 LH0425  PID         -  LH0425
 LH0425  STATE/COUNTY-  NE/BUFFALO
 LH0425  COUNTRY     -  US
 LH0425  USGS QUAD   -  SHELTON (2017)
 LH0425
 LH0425                         *CURRENT SURVEY CONTROL
 LH0425  ______________________________________________________________________
 LH0425* NAD 83(1986) POSITION- 40 47 10.     (N) 098 44 06.     (W)   SCALED
 LH0425* NAVD 88 ORTHO HEIGHT -   614.633 (meters)     2016.51  (feet) ADJUSTED
 LH0425  ______________________________________________________________________
 LH0425  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 LH0425  DYNAMIC HEIGHT  -        614.295 (meters)     2015.40  (feet) COMP
 LH0425  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 LH0425
 LH0425  VERT ORDER      -  FIRST     CLASS II
 LH0425
 LH0425.The horizontal coordinates were scaled from a map and have
 LH0425.an estimated accuracy of +/- 6 seconds.
 LH0425
 LH0425.The orthometric height was determined by differential leveling and
 LH0425.adjusted by the NATIONAL GEODETIC SURVEY
 LH0425.in May 1993.
 LH0425
 LH0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0425.GEOID18 height accuracy estimate available here.
 LH0425
 LH0425.Click photographs - Photos may exist for this station.
 LH0425
 LH0425.The dynamic height is computed by dividing the NAVD 88
 LH0425.geopotential number by the normal gravity value computed on the
 LH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0425.degrees latitude (g = 980.6199 gals.).
 LH0425
 LH0425.The modeled gravity was interpolated from observed gravity values.
 LH0425
 LH0425;                    North         East    Units  Estimated Accuracy
 LH0425;SPC NE       -   106,570.      606,740.      MT  (+/- 180 meters Scaled)
 LH0425
 LH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL223150(NAD 83)
 LH0425
 LH0425                          SUPERSEDED SURVEY CONTROL
 LH0425
 LH0425  NAVD 88 (06/15/91)  614.636  (m)         2016.52   (f) SUPERSEDED  1 2
 LH0425  NGVD 29 (02/14/92)  614.375  (m)         2015.66   (f) ADJUSTED    1 2
 LH0425  NGVD 29 (??/??/87)  614.380  (m)         2015.68   (f) SUPERSEDED  1 2
 LH0425
 LH0425.Superseded values are not recommended for survey control.
 LH0425
 LH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0425.See file dsdata.pdf to determine how the superseded data were derived.
 LH0425
 LH0425_MARKER: DB = BENCH MARK DISK
 LH0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0425_STAMPING: J 285 1949
 LH0425_MARK LOGO: CGS
 LH0425_PROJECTION: FLUSH
 LH0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0425+STABILITY: SURFACE MOTION
 LH0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0425+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0425
 LH0425  HISTORY     - Date     Condition        Report By
 LH0425  HISTORY     - 1949     MONUMENTED       CGS
 LH0425  HISTORY     - 1984     GOOD             LOCSUR
 LH0425  HISTORY     - 19910924 GOOD             NGS
 LH0425
 LH0425                          STATION DESCRIPTION
 LH0425
 LH0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0425'AT SHELTON.
 LH0425'AT SHELTON, 0.4 MILE NORTH ALONG A COUNTY ROAD FROM THE POST
 LH0425'OFFICE, 160 FEET SOUTHWEST OF THE CENTER LINE OF A COUNTY ROAD
 LH0425'WITH TANGENTS LEADING SOUTH AND NORTHWEST, 53 FEET NORTH OF THE
 LH0425'CENTER LINE OF AN EAST-WEST ROAD, 42 FEET EAST OF THE NORTHEAST
 LH0425'CORNER OF A GARAGE, 12 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 LH0425'OF THE RALPH URWILLER HOME, 0.6 FOOT WEST OF THE WEST EDGE OF
 LH0425'A CONCRETE SIDEWALK, SET IN THE TOP OF A CONCRETE POST AT A
 LH0425'DEPTH OF 10 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0425'THE DISK IS WELDED ON THE TOP OF AN 8-FOOT SECTION OF REINFORCEING
 LH0425'STEEL.
 LH0425
 LH0425                          STATION RECOVERY (1984)
 LH0425
 LH0425'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0425'RECOVERED IN GOOD CONDITION.
 LH0425
 LH0425                          STATION RECOVERY (1991)
 LH0425
 LH0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0425'0.6 KM (0.35 MI) NORTHERLY ALONG A PAVED ROAD FROM THE POST OFFICE IN
 LH0425'SHELTON, 28.4 M (93.2 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 LH0425'15.3 M (50.2 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 11.7 M (38.4
 LH0425'FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, 3.7 M (12.1
 LH0425'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 0.2 M (0.7 FT)
 LH0425'WEST OF THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH
 LH0425'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 LH0425'WILBUR P DONALDSON, RURAL ROUTE 2, BOX 168, SHELTON, NE 68876,
 LH0425'TELEPHONE NUMBER (308) 647-6751.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0108 ***********************************************************************
 LH0108  DESIGNATION -  J 286
 LH0108  PID         -  LH0108
 LH0108  STATE/COUNTY-  NE/HALL
 LH0108  COUNTRY     -  US
 LH0108  USGS QUAD   -  ALDA (2017)
 LH0108
 LH0108                         *CURRENT SURVEY CONTROL
 LH0108  ______________________________________________________________________
 LH0108* NAD 83(1986) POSITION- 40 45 25.     (N) 098 29 32.     (W)   SCALED
 LH0108* NAVD 88 ORTHO HEIGHT -   589.462 (meters)     1933.93  (feet) ADJUSTED
 LH0108  ______________________________________________________________________
 LH0108  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 LH0108  DYNAMIC HEIGHT  -        589.141 (meters)     1932.87  (feet) COMP
 LH0108  MODELED GRAVITY -    980,060.5   (mgal)                       NAVD 88
 LH0108
 LH0108  VERT ORDER      -  SECOND    CLASS 0
 LH0108
 LH0108.The horizontal coordinates were scaled from a map and have
 LH0108.an estimated accuracy of +/- 6 seconds.
 LH0108
 LH0108.The orthometric height was determined by differential leveling and
 LH0108.adjusted by the NATIONAL GEODETIC SURVEY
 LH0108.in June 1991.
 LH0108
 LH0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0108.GEOID18 height accuracy estimate available here.
 LH0108
 LH0108.Click photographs - Photos may exist for this station.
 LH0108
 LH0108.The dynamic height is computed by dividing the NAVD 88
 LH0108.geopotential number by the normal gravity value computed on the
 LH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0108.degrees latitude (g = 980.6199 gals.).
 LH0108
 LH0108.The modeled gravity was interpolated from observed gravity values.
 LH0108
 LH0108;                    North         East    Units  Estimated Accuracy
 LH0108;SPC NE       -   103,660.      627,280.      MT  (+/- 180 meters Scaled)
 LH0108
 LH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL428119(NAD 83)
 LH0108
 LH0108                          SUPERSEDED SURVEY CONTROL
 LH0108
 LH0108  NGVD 29 (??/??/92)  589.215  (m)         1933.12   (f) ADJ UNCH    2 0
 LH0108
 LH0108.Superseded values are not recommended for survey control.
 LH0108
 LH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0108.See file dsdata.pdf to determine how the superseded data were derived.
 LH0108
 LH0108_MARKER: DB = BENCH MARK DISK
 LH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0108_STAMPING: J 286 1949
 LH0108_MARK LOGO: CGS
 LH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0108+STABILITY: SURFACE MOTION
 LH0108
 LH0108  HISTORY     - Date     Condition        Report By
 LH0108  HISTORY     - 1949     MONUMENTED       CGS
 LH0108
 LH0108                          STATION DESCRIPTION
 LH0108
 LH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0108'8 MI S FROM ALDA.
 LH0108'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0108'RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 LH0108'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 6.0 MILES
 LH0108'SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ALONG A
 LH0108'GRAVELED ROAD, AT THE FARM HOME OF W.L. YAGEA AND OCCUPIED BY
 LH0108'E.H. LILIENGHAL, 116 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0108'ROAD, 115.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 16
 LH0108'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 0.8 FOOT
 LH0108'EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET
 LH0108'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT
 LH0108'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0393 ***********************************************************************
 LH0393  DESIGNATION -  J 287
 LH0393  PID         -  LH0393
 LH0393  STATE/COUNTY-  NE/HALL
 LH0393  COUNTRY     -  US
 LH0393  USGS QUAD   -  WOOD RIVER (2017)
 LH0393
 LH0393                         *CURRENT SURVEY CONTROL
 LH0393  ______________________________________________________________________
 LH0393* NAD 83(1986) POSITION- 40 49 04.     (N) 098 36 24.     (W)   SCALED
 LH0393* NAVD 88 ORTHO HEIGHT -   599.641 (meters)     1967.32  (feet) ADJUSTED
 LH0393  ______________________________________________________________________
 LH0393  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 LH0393  DYNAMIC HEIGHT  -        599.315 (meters)     1966.25  (feet) COMP
 LH0393  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 LH0393
 LH0393  VERT ORDER      -  FIRST     CLASS II
 LH0393
 LH0393.The horizontal coordinates were scaled from a map and have
 LH0393.an estimated accuracy of +/- 6 seconds.
 LH0393
 LH0393.The orthometric height was determined by differential leveling and
 LH0393.adjusted by the NATIONAL GEODETIC SURVEY
 LH0393.in June 1991.
 LH0393
 LH0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0393.GEOID18 height accuracy estimate available here.
 LH0393
 LH0393.Click photographs - Photos may exist for this station.
 LH0393
 LH0393.The dynamic height is computed by dividing the NAVD 88
 LH0393.geopotential number by the normal gravity value computed on the
 LH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0393.degrees latitude (g = 980.6199 gals.).
 LH0393
 LH0393.The modeled gravity was interpolated from observed gravity values.
 LH0393
 LH0393;                    North         East    Units  Estimated Accuracy
 LH0393;SPC NE       -   110,250.      617,510.      MT  (+/- 180 meters Scaled)
 LH0393
 LH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL331186(NAD 83)
 LH0393
 LH0393                          SUPERSEDED SURVEY CONTROL
 LH0393
 LH0393  NGVD 29 (??/??/92)  599.388  (m)         1966.49   (f) ADJ UNCH    1 2
 LH0393
 LH0393.Superseded values are not recommended for survey control.
 LH0393
 LH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0393.See file dsdata.pdf to determine how the superseded data were derived.
 LH0393
 LH0393_MARKER: DB = BENCH MARK DISK
 LH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0393_STAMPING: J 287 1949
 LH0393_MARK LOGO: CGS
 LH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0393+STABILITY: SURFACE MOTION
 LH0393
 LH0393  HISTORY     - Date     Condition        Report By
 LH0393  HISTORY     - 1949     MONUMENTED       CGS
 LH0393  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0393  HISTORY     - 20150406 MARK NOT FOUND   INDIV
 LH0393
 LH0393                          STATION DESCRIPTION
 LH0393
 LH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0393'0.4 MI SW FROM WOOD RIVER.
 LH0393'0.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0393'STATION AT WOOD RIVER, AT A TRANSFORMER STATION, 174.0 FEET
 LH0393'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS,
 LH0393'77 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 48
 LH0393'FEET SOUTH OF THE CENTER LINE OF A T ROAD LEADING EAST, 24.6 FEET
 LH0393'NORTHEAST OF THE CENTER OF A GATE WHICH IS IN THE FENCE AROUND
 LH0393'THE TRANSFORMER, 4.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LH0393'THE FENCE AROUND THE TRANSFORMER, SET IN THE TOP OF A 10 FOOT
 LH0393'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LH0393
 LH0393                          STATION RECOVERY (1991)
 LH0393
 LH0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0393'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LH0393
 LH0393                          STATION RECOVERY (2015)
 LH0393
 LH0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PS)
 LH0393'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0500 ***********************************************************************
 LH0500  DESIGNATION -  J 288
 LH0500  PID         -  LH0500
 LH0500  STATE/COUNTY-  NE/KEARNEY
 LH0500  COUNTRY     -  US
 LH0500  USGS QUAD   -  KENESAW (2017)
 LH0500
 LH0500                         *CURRENT SURVEY CONTROL
 LH0500  ______________________________________________________________________
 LH0500* NAD 83(1986) POSITION- 40 33 10.     (N) 098 43 27.     (W)   SCALED
 LH0500* NAVD 88 ORTHO HEIGHT -   624.614 (meters)     2049.25  (feet) ADJUSTED
 LH0500  ______________________________________________________________________
 LH0500  GEOID HEIGHT    -        -25.064 (meters)                     GEOID18
 LH0500  DYNAMIC HEIGHT  -        624.255 (meters)     2048.08  (feet) COMP
 LH0500  MODELED GRAVITY -    980,030.5   (mgal)                       NAVD 88
 LH0500
 LH0500  VERT ORDER      -  SECOND    CLASS 0
 LH0500
 LH0500.The horizontal coordinates were scaled from a map and have
 LH0500.an estimated accuracy of +/- 6 seconds.
 LH0500
 LH0500.The orthometric height was determined by differential leveling and
 LH0500.adjusted by the NATIONAL GEODETIC SURVEY
 LH0500.in June 1991.
 LH0500
 LH0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0500.GEOID18 height accuracy estimate available here.
 LH0500
 LH0500.Click photographs - Photos may exist for this station.
 LH0500
 LH0500.The dynamic height is computed by dividing the NAVD 88
 LH0500.geopotential number by the normal gravity value computed on the
 LH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0500.degrees latitude (g = 980.6199 gals.).
 LH0500
 LH0500.The modeled gravity was interpolated from observed gravity values.
 LH0500
 LH0500;                    North         East    Units  Estimated Accuracy
 LH0500;SPC NE       -    80,680.      608,040.      MT  (+/- 180 meters Scaled)
 LH0500
 LH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233891(NAD 83)
 LH0500
 LH0500                          SUPERSEDED SURVEY CONTROL
 LH0500
 LH0500  NGVD 29 (??/??/92)  624.365  (m)         2048.44   (f) ADJ UNCH    2 0
 LH0500
 LH0500.Superseded values are not recommended for survey control.
 LH0500
 LH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0500.See file dsdata.pdf to determine how the superseded data were derived.
 LH0500
 LH0500_MARKER: DB = BENCH MARK DISK
 LH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0500_STAMPING: J 288 1949
 LH0500_MARK LOGO: CGS
 LH0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0500+STABILITY: SURFACE MOTION
 LH0500
 LH0500  HISTORY     - Date     Condition        Report By
 LH0500  HISTORY     - 1949     MONUMENTED       CGS
 LH0500
 LH0500                          STATION DESCRIPTION
 LH0500
 LH0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0500'10.1 MI S FROM DENMAN.
 LH0500'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0500'AT DENMAN, THENCE 5.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LH0500'AT THE FARM HOME OF ERWIN BURLING, 149 FEET WEST OF THE CENTER
 LH0500'LINE OF A NORTH-SOUTH ROAD, 28.0 FEET SOUTHWEST OF THE SOUTHWEST
 LH0500'LEG OF A WINDMILL, 20 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LH0500'DRIVEWAY, 14.0 FEET WEST OF THE CENTER OF A GATE, 4.0 FEET
 LH0500'SOUTH OF THE SOUTHEAST CORNER OF A WATER SUPPLY TANK, 1.0 FOOT
 LH0500'SOUTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0500'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0451 ***********************************************************************
 LH0451  DESIGNATION -  J 289
 LH0451  PID         -  LH0451
 LH0451  STATE/COUNTY-  NE/BUFFALO
 LH0451  COUNTRY     -  US
 LH0451  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0451
 LH0451                         *CURRENT SURVEY CONTROL
 LH0451  ______________________________________________________________________
 LH0451* NAD 83(1986) POSITION- 40 41 02.     (N) 098 48 36.     (W)   SCALED
 LH0451* NAVD 88 ORTHO HEIGHT -   623.608 (meters)     2045.95  (feet) ADJUSTED
 LH0451  ______________________________________________________________________
 LH0451  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 LH0451  DYNAMIC HEIGHT  -        623.258 (meters)     2044.81  (feet) COMP
 LH0451  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 LH0451
 LH0451  VERT ORDER      -  SECOND    CLASS 0
 LH0451
 LH0451.The horizontal coordinates were scaled from a map and have
 LH0451.an estimated accuracy of +/- 6 seconds.
 LH0451
 LH0451.The orthometric height was determined by differential leveling and
 LH0451.adjusted by the NATIONAL GEODETIC SURVEY
 LH0451.in June 1991.
 LH0451
 LH0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0451.GEOID18 height accuracy estimate available here.
 LH0451
 LH0451.Click photographs - Photos may exist for this station.
 LH0451
 LH0451.The dynamic height is computed by dividing the NAVD 88
 LH0451.geopotential number by the normal gravity value computed on the
 LH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0451.degrees latitude (g = 980.6199 gals.).
 LH0451
 LH0451.The modeled gravity was interpolated from observed gravity values.
 LH0451
 LH0451;                    North         East    Units  Estimated Accuracy
 LH0451;SPC NE       -    95,130.      600,570.      MT  (+/- 180 meters Scaled)
 LH0451
 LH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL160036(NAD 83)
 LH0451
 LH0451                          SUPERSEDED SURVEY CONTROL
 LH0451
 LH0451  NGVD 29 (??/??/92)  623.352  (m)         2045.11   (f) ADJ UNCH    2 0
 LH0451
 LH0451.Superseded values are not recommended for survey control.
 LH0451
 LH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0451.See file dsdata.pdf to determine how the superseded data were derived.
 LH0451
 LH0451_MARKER: DB = BENCH MARK DISK
 LH0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0451_STAMPING: J 289 1949
 LH0451_MARK LOGO: CGS
 LH0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0451+STABILITY: SURFACE MOTION
 LH0451
 LH0451  HISTORY     - Date     Condition        Report By
 LH0451  HISTORY     - 1949     MONUMENTED       CGS
 LH0451
 LH0451                          STATION DESCRIPTION
 LH0451
 LH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0451'7.2 MI SE FROM GIBBON.
 LH0451'5.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0451'GIBBON, THENCE 2.2 MILES NORTHEAST ALONG A GRAVELED ROAD, 35
 LH0451'FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF THE
 LH0451'EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO E.H. BLUE
 LH0451'FARMHOUSE, 7.0 FEET NORTH OF A FENCE CORNER POST, 3.0 FEET WEST
 LH0451'OF A FENCE AND A ROW OF HEDGE TREES, 2.0 FEET SOUTHEAST OF A
 LH0451'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0451'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0453 ***********************************************************************
 ML0453  DESIGNATION -  J 291
 ML0453  PID         -  ML0453
 ML0453  STATE/COUNTY-  NE/BUFFALO
 ML0453  COUNTRY     -  US
 ML0453  USGS QUAD   -  RAVENNA (2017)
 ML0453
 ML0453                         *CURRENT SURVEY CONTROL
 ML0453  ______________________________________________________________________
 ML0453* NAD 83(1986) POSITION- 41 00 26.     (N) 098 53 06.     (W)   SCALED
 ML0453* NAVD 88 ORTHO HEIGHT -   621.928 (meters)     2040.44  (feet) ADJUSTED
 ML0453  ______________________________________________________________________
 ML0453  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 ML0453  DYNAMIC HEIGHT  -        621.594 (meters)     2039.35  (feet) COMP
 ML0453  MODELED GRAVITY -    980,067.5   (mgal)                       NAVD 88
 ML0453
 ML0453  VERT ORDER      -  SECOND    CLASS 0
 ML0453
 ML0453.The horizontal coordinates were scaled from a map and have
 ML0453.an estimated accuracy of +/- 6 seconds.
 ML0453
 ML0453.The orthometric height was determined by differential leveling and
 ML0453.adjusted by the NATIONAL GEODETIC SURVEY
 ML0453.in June 1991.
 ML0453
 ML0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0453.GEOID18 height accuracy estimate available here.
 ML0453
 ML0453.Click photographs - Photos may exist for this station.
 ML0453
 ML0453.The dynamic height is computed by dividing the NAVD 88
 ML0453.geopotential number by the normal gravity value computed on the
 ML0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0453.degrees latitude (g = 980.6199 gals.).
 ML0453
 ML0453.The modeled gravity was interpolated from observed gravity values.
 ML0453
 ML0453;                    North         East    Units  Estimated Accuracy
 ML0453;SPC NE       -   130,940.      593,770.      MT  (+/- 180 meters Scaled)
 ML0453
 ML0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL096395(NAD 83)
 ML0453
 ML0453                          SUPERSEDED SURVEY CONTROL
 ML0453
 ML0453  NGVD 29 (??/??/92)  621.682  (m)         2039.64   (f) ADJ UNCH    2 0
 ML0453
 ML0453.Superseded values are not recommended for survey control.
 ML0453
 ML0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0453.See file dsdata.pdf to determine how the superseded data were derived.
 ML0453
 ML0453_MARKER: DB = BENCH MARK DISK
 ML0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0453_STAMPING: J 291 1949
 ML0453_MARK LOGO: CGS
 ML0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0453+STABILITY: SURFACE MOTION
 ML0453
 ML0453  HISTORY     - Date     Condition        Report By
 ML0453  HISTORY     - 1949     MONUMENTED       CGS
 ML0453  HISTORY     - 19920915 GOOD             NEDR
 ML0453
 ML0453                          STATION DESCRIPTION
 ML0453
 ML0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0453'2.2 MI SE FROM RAVENNA.
 ML0453'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0453'AT RAVENNA, THENCE 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 ML0453'2, AT THE SUMMIT OF A HILL SLOPING DOWN AND TO THE NORTHWEST, 0.55
 ML0453'MILE SOUTHEAST OF A SECTION LINE ROAD CROSSING, 42 FEET NORTHEAST
 ML0453'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A
 ML0453'FENCE, 2.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0453'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0453'THE GROUND.
 ML0453
 ML0453                          STATION RECOVERY (1992)
 ML0453
 ML0453'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0453'MARK RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0453'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1212 ***********************************************************************
 ML1212  DESIGNATION -  J 291 RESET
 ML1212  PID         -  ML1212
 ML1212  STATE/COUNTY-  NE/BUFFALO
 ML1212  COUNTRY     -  US
 ML1212  USGS QUAD   -  RAVENNA (2017)
 ML1212
 ML1212                         *CURRENT SURVEY CONTROL
 ML1212  ______________________________________________________________________
 ML1212* NAD 83(1986) POSITION- 41 00 26.     (N) 098 53 06.     (W)   SCALED
 ML1212* NAVD 88 ORTHO HEIGHT -   621.54  (meters)     2039.2   (feet) RESET
 ML1212  ______________________________________________________________________
 ML1212  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 ML1212  VERT ORDER      -  THIRD
 ML1212
 ML1212.The horizontal coordinates were scaled from a map and have
 ML1212.an estimated accuracy of +/- 6 seconds.
 ML1212
 ML1212.The orthometric height was computed from unverified reset data.
 ML1212
 ML1212.No vertical observational check was made to the station.
 ML1212
 ML1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1212.GEOID18 height accuracy estimate available here.
 ML1212
 ML1212.Click photographs - Photos may exist for this station.
 ML1212
 ML1212;                    North         East    Units  Estimated Accuracy
 ML1212;SPC NE       -   130,940.      593,770.      MT  (+/- 180 meters Scaled)
 ML1212
 ML1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL096395(NAD 83)
 ML1212
 ML1212                          SUPERSEDED SURVEY CONTROL
 ML1212
 ML1212  NGVD 29 (01/31/13)  621.30   (m)         2038.4    (f) RESET       3  
 ML1212
 ML1212.Superseded values are not recommended for survey control.
 ML1212
 ML1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1212.See file dsdata.pdf to determine how the superseded data were derived.
 ML1212
 ML1212_MARKER: DV = VERTICAL CONTROL DISK
 ML1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1212_STAMPING: J 291 RESET 1992
 ML1212_MARK LOGO: NGS
 ML1212_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1212+STABILITY: SURFACE MOTION
 ML1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1212+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1212
 ML1212  HISTORY     - Date     Condition        Report By
 ML1212  HISTORY     - 1992     MONUMENTED       NEDR
 ML1212
 ML1212                          STATION DESCRIPTION
 ML1212
 ML1212'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1212'ABOUT 14.32 KM (8.90 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 2.66
 ML1212'KM (1.65 MI) SOUTHEAST FROM RAVENNA, ON THE NORTH RIGHT-OF-WAY OF
 ML1212'STATE HIGHWAY 2 AND NEAR THE SOUTHWEST CORNER OF THE SE1/4, SEC17,
 ML1212'T12N, R14W, FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 68, AT THE
 ML1212'SOUTH EDGE OF RAVENNA, GO SOUTHEAST ON HIGHWAY 2 FOR 2.66 KM (1.65
 ML1212'MI) TO THE MARK ON THE LEFT, AT HIGHWAY MILE MARKER 329.1.  THE DISK
 ML1212'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 ML1212'THE GROUND,  23.77 M (77.99 FT) NORTH OF THE CENTERLINE OF
 ML1212'THE HIGHWAY AND 0.46 M (1.51 FT) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0459 ***********************************************************************
 ML0459  DESIGNATION -  J 292
 ML0459  PID         -  ML0459
 ML0459  STATE/COUNTY-  NE/BUFFALO
 ML0459  COUNTRY     -  US
 ML0459  USGS QUAD   -  RAVENNA (2017)
 ML0459
 ML0459                         *CURRENT SURVEY CONTROL
 ML0459  ______________________________________________________________________
 ML0459* NAD 83(1986) POSITION- 41 02 23.     (N) 098 54 12.     (W)   SCALED
 ML0459* NAVD 88 ORTHO HEIGHT -   630.873 (meters)     2069.79  (feet) ADJUSTED
 ML0459  ______________________________________________________________________
 ML0459  GEOID HEIGHT    -        -24.222 (meters)                     GEOID18
 ML0459  DYNAMIC HEIGHT  -        630.538 (meters)     2068.69  (feet) COMP
 ML0459  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 ML0459
 ML0459  VERT ORDER      -  SECOND    CLASS 0
 ML0459
 ML0459.The horizontal coordinates were scaled from a map and have
 ML0459.an estimated accuracy of +/- 6 seconds.
 ML0459
 ML0459.The orthometric height was determined by differential leveling and
 ML0459.adjusted by the NATIONAL GEODETIC SURVEY
 ML0459.in June 1991.
 ML0459
 ML0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0459.GEOID18 height accuracy estimate available here.
 ML0459
 ML0459.Click photographs - Photos may exist for this station.
 ML0459
 ML0459.The dynamic height is computed by dividing the NAVD 88
 ML0459.geopotential number by the normal gravity value computed on the
 ML0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0459.degrees latitude (g = 980.6199 gals.).
 ML0459
 ML0459.The modeled gravity was interpolated from observed gravity values.
 ML0459
 ML0459;                    North         East    Units  Estimated Accuracy
 ML0459;SPC NE       -   134,530.      592,180.      MT  (+/- 180 meters Scaled)
 ML0459
 ML0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL081431(NAD 83)
 ML0459
 ML0459                          SUPERSEDED SURVEY CONTROL
 ML0459
 ML0459  NGVD 29 (??/??/92)  630.632  (m)         2069.00   (f) ADJ UNCH    2 0
 ML0459
 ML0459.Superseded values are not recommended for survey control.
 ML0459
 ML0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0459.See file dsdata.pdf to determine how the superseded data were derived.
 ML0459
 ML0459_MARKER: DB = BENCH MARK DISK
 ML0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0459_STAMPING: J 292 1949
 ML0459_MARK LOGO: CGS
 ML0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0459+STABILITY: SURFACE MOTION
 ML0459
 ML0459  HISTORY     - Date     Condition        Report By
 ML0459  HISTORY     - 1949     MONUMENTED       CGS
 ML0459  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0459
 ML0459                          STATION DESCRIPTION
 ML0459
 ML0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0459'0.9 MI N FROM RAVENNA.
 ML0459'0.9 MILE NORTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0459'AT RAVENNA, AT THE RAVENNA AIRPORT, ABOUT 0.4 MILE EAST OF THE
 ML0459'MAIN OFFICE, AT THE SOUTHEAST POINT OF THE INTERSECTION OF THE
 ML0459'NORTH-SOUTH AND EAST-WEST RUNWAYS, 104 FEET SOUTH OF THE CENTER
 ML0459'LINE OF THE EAST-WEST RUNWAY, 90 FEET EAST OF THE CENTER LINE OF
 ML0459'THE NORTH-SOUTH RUNWAY, 3 FEET SOUTH OF A CORNER FENCE POST, 0.5
 ML0459'FOOT WEST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN
 ML0459'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0459'0.1 FOOT ABOVE THE GROUND.
 ML0459
 ML0459                          STATION RECOVERY (1953)
 ML0459
 ML0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0668 ***********************************************************************
 LH0668  DESIGNATION -  J 293
 LH0668  PID         -  LH0668
 LH0668  STATE/COUNTY-  NE/BUFFALO
 LH0668  COUNTRY     -  US
 LH0668  USGS QUAD   -  MILLER NE (2017)
 LH0668
 LH0668                         *CURRENT SURVEY CONTROL
 LH0668  ______________________________________________________________________
 LH0668* NAD 83(1986) POSITION- 40 59 21.     (N) 099 17 36.     (W)   SCALED
 LH0668* NAVD 88 ORTHO HEIGHT -   688.577 (meters)     2259.11  (feet) ADJUSTED
 LH0668  ______________________________________________________________________
 LH0668  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 LH0668  DYNAMIC HEIGHT  -        688.198 (meters)     2257.86  (feet) COMP
 LH0668  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 LH0668
 LH0668  VERT ORDER      -  SECOND    CLASS 0
 LH0668
 LH0668.The horizontal coordinates were scaled from a map and have
 LH0668.an estimated accuracy of +/- 6 seconds.
 LH0668
 LH0668.The orthometric height was determined by differential leveling and
 LH0668.adjusted by the NATIONAL GEODETIC SURVEY
 LH0668.in June 1991.
 LH0668
 LH0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0668.GEOID18 height accuracy estimate available here.
 LH0668
 LH0668.Click photographs - Photos may exist for this station.
 LH0668
 LH0668.The dynamic height is computed by dividing the NAVD 88
 LH0668.geopotential number by the normal gravity value computed on the
 LH0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0668.degrees latitude (g = 980.6199 gals.).
 LH0668
 LH0668.The modeled gravity was interpolated from observed gravity values.
 LH0668
 LH0668;                    North         East    Units  Estimated Accuracy
 LH0668;SPC NE       -   128,570.      559,450.      MT  (+/- 180 meters Scaled)
 LH0668
 LH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML753375(NAD 83)
 LH0668
 LH0668                          SUPERSEDED SURVEY CONTROL
 LH0668
 LH0668  NGVD 29 (??/??/92)  688.327  (m)         2258.29   (f) ADJ UNCH    2 0
 LH0668
 LH0668.Superseded values are not recommended for survey control.
 LH0668
 LH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0668.See file dsdata.pdf to determine how the superseded data were derived.
 LH0668
 LH0668_MARKER: DB = BENCH MARK DISK
 LH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0668_STAMPING: J 293 1949
 LH0668_MARK LOGO: CGS
 LH0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0668+STABILITY: SURFACE MOTION
 LH0668
 LH0668  HISTORY     - Date     Condition        Report By
 LH0668  HISTORY     - 1949     MONUMENTED       CGS
 LH0668
 LH0668                          STATION DESCRIPTION
 LH0668
 LH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0668'9 MI NE FROM MILLER.
 LH0668'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0668'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0668'THENCE 4.9 MILES EAST ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0668'CORNER OF SECTION 19, T. 12 N., R. 17 W., IN THE NORTHWEST
 LH0668'QUARTER OF A PUBLIC ROAD CROSSING, IN THE SOUTHWEST CORNER OF
 LH0668'A SCHOOLYARD, 182 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0668'ROAD, 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING,
 LH0668'71 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 38 FEET
 LH0668'NORTH OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 1.2 FEET
 LH0668'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LH0668'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0652 ***********************************************************************
 LH0652  DESIGNATION -  J 294
 LH0652  PID         -  LH0652
 LH0652  STATE/COUNTY-  NE/BUFFALO
 LH0652  COUNTRY     -  US
 LH0652  USGS QUAD   -  RIVERDALE (2017)
 LH0652
 LH0652                         *CURRENT SURVEY CONTROL
 LH0652  ______________________________________________________________________
 LH0652* NAD 83(1986) POSITION- 40 52 20.     (N) 099 10 43.     (W)   SCALED
 LH0652* NAVD 88 ORTHO HEIGHT -   697.626 (meters)     2288.79  (feet) ADJUSTED
 LH0652  ______________________________________________________________________
 LH0652  GEOID HEIGHT    -        -24.088 (meters)                     GEOID18
 LH0652  DYNAMIC HEIGHT  -        697.237 (meters)     2287.52  (feet) COMP
 LH0652  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 LH0652
 LH0652  VERT ORDER      -  SECOND    CLASS 0
 LH0652
 LH0652.The horizontal coordinates were scaled from a map and have
 LH0652.an estimated accuracy of +/- 6 seconds.
 LH0652
 LH0652.The orthometric height was determined by differential leveling and
 LH0652.adjusted by the NATIONAL GEODETIC SURVEY
 LH0652.in June 1991.
 LH0652
 LH0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0652.GEOID18 height accuracy estimate available here.
 LH0652
 LH0652.Click photographs - Photos may exist for this station.
 LH0652
 LH0652.The dynamic height is computed by dividing the NAVD 88
 LH0652.geopotential number by the normal gravity value computed on the
 LH0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0652.degrees latitude (g = 980.6199 gals.).
 LH0652
 LH0652.The modeled gravity was interpolated from observed gravity values.
 LH0652
 LH0652;                    North         East    Units  Estimated Accuracy
 LH0652;SPC NE       -   115,670.      569,220.      MT  (+/- 180 meters Scaled)
 LH0652
 LH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML849245(NAD 83)
 LH0652
 LH0652                          SUPERSEDED SURVEY CONTROL
 LH0652
 LH0652  NGVD 29 (??/??/92)  697.377  (m)         2287.98   (f) ADJ UNCH    2 0
 LH0652
 LH0652.Superseded values are not recommended for survey control.
 LH0652
 LH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0652.See file dsdata.pdf to determine how the superseded data were derived.
 LH0652
 LH0652_MARKER: DB = BENCH MARK DISK
 LH0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0652_STAMPING: J 294 1949
 LH0652_MARK LOGO: CGS
 LH0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0652+STABILITY: SURFACE MOTION
 LH0652
 LH0652  HISTORY     - Date     Condition        Report By
 LH0652  HISTORY     - 1949     MONUMENTED       CGS
 LH0652
 LH0652                          STATION DESCRIPTION
 LH0652
 LH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0652'6.9 MI NE FROM AMHERST.
 LH0652'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0652'AMHERST, THENCE 4.0 MILES EAST ALONG A COUNTY ROAD, IN THE
 LH0652'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 73 FEET NORTH OF
 LH0652'THE CENTER LINE OF THE EAST-WEST ROAD, 40 FEET EAST OF THE
 LH0652'CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET NORTH OF THE CENTER
 LH0652'LINE OF A GATE, 1.1 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A
 LH0652'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0652'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0562 ***********************************************************************
 LH0562  DESIGNATION -  J 295
 LH0562  PID         -  LH0562
 LH0562  STATE/COUNTY-  NE/BUFFALO
 LH0562  COUNTRY     -  US
 LH0562  USGS QUAD   -  AMHERST (2017)
 LH0562
 LH0562                         *CURRENT SURVEY CONTROL
 LH0562  ______________________________________________________________________
 LH0562* NAD 83(1986) POSITION- 40 48 55.02   (N) 099 18 44.51   (W)   HD_HELD1
 LH0562* NAVD 88 ORTHO HEIGHT -   697.342 (meters)     2287.86  (feet) ADJUSTED
 LH0562  ______________________________________________________________________
 LH0562  GEOID HEIGHT    -        -24.154 (meters)                     GEOID18
 LH0562  DYNAMIC HEIGHT  -        696.942 (meters)     2286.55  (feet) COMP
 LH0562  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 LH0562
 LH0562  VERT ORDER      -  SECOND    CLASS 0
 LH0562
 LH0562.The horizontal coordinates were determined by differentially corrected
 LH0562.hand held GPS observations or other comparable positioning techniques
 LH0562.and have an estimated accuracy of +/- 3 meters.
 LH0562
 LH0562.The orthometric height was determined by differential leveling and
 LH0562.adjusted by the NATIONAL GEODETIC SURVEY
 LH0562.in June 1991.
 LH0562
 LH0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0562.GEOID18 height accuracy estimate available here.
 LH0562
 LH0562.Click photographs - Photos may exist for this station.
 LH0562
 LH0562.The dynamic height is computed by dividing the NAVD 88
 LH0562.geopotential number by the normal gravity value computed on the
 LH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0562.degrees latitude (g = 980.6199 gals.).
 LH0562
 LH0562.The modeled gravity was interpolated from observed gravity values.
 LH0562
 LH0562;                    North         East    Units  Estimated Accuracy
 LH0562;SPC NE       -   109,254.3     557,999.4     MT  (+/- 3 meters HH1 GPS) 
 LH0562
 LH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7365618299(NAD 83)
 LH0562
 LH0562                          SUPERSEDED SURVEY CONTROL
 LH0562
 LH0562  NGVD 29 (??/??/92)  697.082  (m)         2287.01   (f) ADJ UNCH    2 0
 LH0562
 LH0562.Superseded values are not recommended for survey control.
 LH0562
 LH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0562.See file dsdata.pdf to determine how the superseded data were derived.
 LH0562
 LH0562_MARKER: DB = BENCH MARK DISK
 LH0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0562_STAMPING: J 295 1949
 LH0562_MARK LOGO: CGS
 LH0562_PROJECTION: PROJECTING 6 CENTIMETERS
 LH0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0562+STABILITY: SURFACE MOTION
 LH0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0562+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2021
 LH0562
 LH0562  HISTORY     - Date     Condition        Report By
 LH0562  HISTORY     - 1949     MONUMENTED       CGS
 LH0562  HISTORY     - 20210603 GOOD             NEGS
 LH0562
 LH0562                          STATION DESCRIPTION
 LH0562
 LH0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0562'4.7 MI SW FROM AMHERST.
 LH0562'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0562'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG
 LH0562'A COUNTY ROAD, THENCE 3.0 MILES WEST ALONG A COUNTY ROAD, IN THE
 LH0562'SOUTHWEST QUARTER OF A ROAD CROSSING, 116 FEET SOUTH OF THE
 LH0562'CENTER LINE OF THE EAST-WEST ROAD, 87 FEET SOUTH OF A CORNER
 LH0562'FENCE POST, 29 FEET WEST OF THE CENTER LNE OF THE NORTH-SOUTH
 LH0562'ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET EAST OF A
 LH0562'FENCE, 2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0562'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0562'THE GROUND.
 LH0562
 LH0562                          STATION RECOVERY (2021)
 LH0562
 LH0562'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0562'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 4O AND AMHERST ROAD IN
 LH0562'AMHERST, NE., GO SOUTH ON AMHERST ROAD.  APPROXIMATELY 1.58 MI (2.54
 LH0562'KM) TO 145TH ROAD.  TURN RIGHT AND GO WEST ON 145TH ROAD APPROXIMATELY
 LH0562'2.0 MI (3.2 KM) TO THE INTERSECTION WITH COMANCHE ROAD.  TURN LEFT AND
 LH0562'GO SOUTH APPROXIMATELY 110' ON COMANCHE ROAD TO THE MARK ON THE RIGHT
 LH0562'(WEST).  THE MARK IS 30.0 FT (9.1 M) WEST OF THE CENTERLINE OF
 LH0562'COMANCHE ROAD AND 1.5 FT (0.5 M) EAST OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0840 ***********************************************************************
 MK0840  DESIGNATION -  J 296
 MK0840  PID         -  MK0840
 MK0840  STATE/COUNTY-  NE/CASS
 MK0840  COUNTRY     -  US
 MK0840  USGS QUAD   -  CEDAR CREEK (2017)
 MK0840
 MK0840                         *CURRENT SURVEY CONTROL
 MK0840  ______________________________________________________________________
 MK0840* NAD 83(1986) POSITION- 41 00 07.     (N) 096 03 48.     (W)   SCALED
 MK0840* NAVD 88 ORTHO HEIGHT -   353.815 (meters)     1160.81  (feet) ADJUSTED
 MK0840  ______________________________________________________________________
 MK0840  GEOID HEIGHT    -        -26.752 (meters)                     GEOID18
 MK0840  DYNAMIC HEIGHT  -        353.669 (meters)     1160.33  (feet) COMP
 MK0840  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 MK0840
 MK0840  VERT ORDER      -  SECOND    CLASS 0
 MK0840
 MK0840.The horizontal coordinates were scaled from a map and have
 MK0840.an estimated accuracy of +/- 6 seconds.
 MK0840
 MK0840.The orthometric height was determined by differential leveling and
 MK0840.adjusted by the NATIONAL GEODETIC SURVEY
 MK0840.in June 1991.
 MK0840
 MK0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0840.GEOID18 height accuracy estimate available here.
 MK0840
 MK0840.Click photographs - Photos may exist for this station.
 MK0840
 MK0840.The dynamic height is computed by dividing the NAVD 88
 MK0840.geopotential number by the normal gravity value computed on the
 MK0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0840.degrees latitude (g = 980.6199 gals.).
 MK0840
 MK0840.The modeled gravity was interpolated from observed gravity values.
 MK0840
 MK0840;                    North         East    Units  Estimated Accuracy
 MK0840;SPC NE       -   137,280.      830,990.      MT  (+/- 180 meters Scaled)
 MK0840
 MK0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL469431(NAD 83)
 MK0840
 MK0840                          SUPERSEDED SURVEY CONTROL
 MK0840
 MK0840  NGVD 29 (??/??/92)  353.718  (m)         1160.49   (f) ADJ UNCH    2 0
 MK0840
 MK0840.Superseded values are not recommended for survey control.
 MK0840
 MK0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0840.See file dsdata.pdf to determine how the superseded data were derived.
 MK0840
 MK0840_MARKER: DB = BENCH MARK DISK
 MK0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0840_STAMPING: J 296 1949
 MK0840_MARK LOGO: CGS
 MK0840_PROJECTION: PROJECTING 15 CENTIMETERS
 MK0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0840+STABILITY: SURFACE MOTION
 MK0840
 MK0840  HISTORY     - Date     Condition        Report By
 MK0840  HISTORY     - 1949     MONUMENTED       CGS
 MK0840
 MK0840                          STATION DESCRIPTION
 MK0840
 MK0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0840'5.2 MI E FROM LOUISVILLE.
 MK0840'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0840'STATION AT LOUISVILLE, THENCE 5.05 MILES EAST ALONG THE
 MK0840'LOUISVILLE-PLATTSMOUTH ROAD, 113 FEET NORTH OF THE CENTER LINE
 MK0840'OF THE LOUISVILLE-PLATTSMOUTH ROAD, 100 FEET SOUTHWEST OF THE
 MK0840'SOUTHWEST CORNER OF THE HEILL SCHOOLHOUSE-88, 51 FEET EAST OF
 MK0840'THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 2.0 FEET SOUTH
 MK0840'OF A POWER LINE POLE, 1.4 FEET NORTH OF A REFERENCE POST, AND
 MK0840'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 MK0840'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2182 ***********************************************************************
 MK2182  DESIGNATION -  J 298 RESET
 MK2182  PID         -  MK2182
 MK2182  STATE/COUNTY-  NE/SAUNDERS
 MK2182  COUNTRY     -  US
 MK2182  USGS QUAD   -  WAHOO EAST (2017)
 MK2182
 MK2182                         *CURRENT SURVEY CONTROL
 MK2182  ______________________________________________________________________
 MK2182* NAD 83(1986) POSITION- 41 09 44.     (N) 096 34 22.     (W)   SCALED
 MK2182* NAVD 88 ORTHO HEIGHT -   359.61  (meters)     1179.8   (feet) RESET
 MK2182  ______________________________________________________________________
 MK2182  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 MK2182  VERT ORDER      -  THIRD
 MK2182
 MK2182.The horizontal coordinates were scaled from a map and have
 MK2182.an estimated accuracy of +/- 6 seconds.
 MK2182
 MK2182.The orthometric height was computed from unverified reset data.
 MK2182
 MK2182.No vertical observational check was made to the station.
 MK2182
 MK2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2182.GEOID18 height accuracy estimate available here.
 MK2182
 MK2182.Click photographs - Photos may exist for this station.
 MK2182
 MK2182;                    North         East    Units  Estimated Accuracy
 MK2182;SPC NE       -   153,240.      787,470.      MT  (+/- 180 meters Scaled)
 MK2182
 MK2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL036596(NAD 83)
 MK2182
 MK2182                          SUPERSEDED SURVEY CONTROL
 MK2182
 MK2182  NGVD 29 (01/31/13)  359.47   (m)         1179.4    (f) RESET       3  
 MK2182
 MK2182.Superseded values are not recommended for survey control.
 MK2182
 MK2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2182.See file dsdata.pdf to determine how the superseded data were derived.
 MK2182
 MK2182_MARKER: DV = VERTICAL CONTROL DISK
 MK2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2182_STAMPING: J 298 RESET 1987
 MK2182_MARK LOGO: NGS
 MK2182_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2182+STABILITY: SURFACE MOTION
 MK2182
 MK2182  HISTORY     - Date     Condition        Report By
 MK2182  HISTORY     - 1987     MONUMENTED       NGS
 MK2182
 MK2182                          STATION DESCRIPTION
 MK2182
 MK2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2182'0.48 KM (0.30 MI) NORTH ALONG MAIN STREET AND COUNTY ROAD 13, FROM THE
 MK2182'POST OFFICE IN ITHACA, THEN 2.90 KM (1.80 MI) WEST ALONG COUNTY ROAD
 MK2182'H, A GRADED ROAD, TO THE MARK ON THE RIGHT, 10.06 M (33.0 FT) NORTH
 MK2182'FROM THE CENTERLINE OF ROAD H, 0.52 M (1.7 FT) NORTHEAST FROM A FENCE
 MK2182'CORNER POST, 0.36 M (1.2 FT) EAST FROM A NORTH/SOUTH FENCE, 0.3 M
 MK2182'(1.0 FT) NORTH FROM AN EAST/WEST FENCE, 0.3 M (1.0 FT) WEST FROM A
 MK2182'WITNESS POST AND SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS
 MK2182'0.1 M (0.3 FT) ABOVE THE GROUND AND IS ABOUT 0.9 M (3.0 FT) BELOW THE
 MK2182'ROAD.
 MK2182'THE MARK IS ABOUT 1.85 KM (1.15 MI) WEST FROM BENCH MARK H 298 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1028 ***********************************************************************
 MK1028  DESIGNATION -  J 299
 MK1028  PID         -  MK1028
 MK1028  STATE/COUNTY-  NE/SAUNDERS
 MK1028  COUNTRY     -  US
 MK1028  USGS QUAD   -  WAHOO EAST (2017)
 MK1028
 MK1028                         *CURRENT SURVEY CONTROL
 MK1028  ______________________________________________________________________
 MK1028* NAD 83(1986) POSITION- 41 12 18.     (N) 096 30 12.     (W)   SCALED
 MK1028* NAVD 88 ORTHO HEIGHT -   362.570 (meters)     1189.53  (feet) ADJUSTED
 MK1028  ______________________________________________________________________
 MK1028  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 MK1028  DYNAMIC HEIGHT  -        362.402 (meters)     1188.98  (feet) COMP
 MK1028  MODELED GRAVITY -    980,149.8   (mgal)                       NAVD 88
 MK1028
 MK1028  VERT ORDER      -  SECOND    CLASS 0
 MK1028
 MK1028.The horizontal coordinates were scaled from a map and have
 MK1028.an estimated accuracy of +/- 6 seconds.
 MK1028
 MK1028.The orthometric height was determined by differential leveling and
 MK1028.adjusted by the NATIONAL GEODETIC SURVEY
 MK1028.in June 1991.
 MK1028
 MK1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1028.GEOID18 height accuracy estimate available here.
 MK1028
 MK1028.Click photographs - Photos may exist for this station.
 MK1028
 MK1028.The dynamic height is computed by dividing the NAVD 88
 MK1028.geopotential number by the normal gravity value computed on the
 MK1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1028.degrees latitude (g = 980.6199 gals.).
 MK1028
 MK1028.The modeled gravity was interpolated from observed gravity values.
 MK1028
 MK1028;                    North         East    Units  Estimated Accuracy
 MK1028;SPC NE       -   158,220.      793,100.      MT  (+/- 180 meters Scaled)
 MK1028
 MK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093645(NAD 83)
 MK1028
 MK1028                          SUPERSEDED SURVEY CONTROL
 MK1028
 MK1028  NGVD 29 (??/??/92)  362.433  (m)         1189.08   (f) ADJ UNCH    2 0
 MK1028
 MK1028.Superseded values are not recommended for survey control.
 MK1028
 MK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1028.See file dsdata.pdf to determine how the superseded data were derived.
 MK1028
 MK1028_MARKER: DB = BENCH MARK DISK
 MK1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1028_STAMPING: J 299 1950
 MK1028_MARK LOGO: CGS
 MK1028_PROJECTION: PROJECTING
 MK1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1028+STABILITY: SURFACE MOTION
 MK1028
 MK1028  HISTORY     - Date     Condition        Report By
 MK1028  HISTORY     - 1950     MONUMENTED       CGS
 MK1028  HISTORY     - 1961     GOOD             CGS
 MK1028  HISTORY     - 1984     GOOD             LOCSUR
 MK1028
 MK1028                          STATION DESCRIPTION
 MK1028
 MK1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1028'2.3 MI SW FROM MEAD.
 MK1028'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1028'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.5
 MK1028'MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 MK1028'GRAVELED ROAD, ALONG THE WEST SIDE OF THE NEBRASKA ORDINANCE DEPOT,
 MK1028'77 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 MK1028'47 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 45.6
 MK1028'FEET SOUTH OF A POWER POLE, 1.0 FOOT WEST OF A FENCE, 2.4 FEET
 MK1028'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1028'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1028
 MK1028                          STATION RECOVERY (1961)
 MK1028
 MK1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MK1028'RECOVERED IN GOOD CONDITION.
 MK1028
 MK1028                          STATION RECOVERY (1984)
 MK1028
 MK1028'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0200 ***********************************************************************
 NO0200  DESIGNATION -  J 3
 NO0200  PID         -  NO0200
 NO0200  STATE/COUNTY-  NE/CHERRY
 NO0200  COUNTRY     -  US
 NO0200  USGS QUAD   -  NENZEL (2017)
 NO0200
 NO0200                         *CURRENT SURVEY CONTROL
 NO0200  ______________________________________________________________________
 NO0200* NAD 83(1986) POSITION- 42 55 38.     (N) 101 06 15.     (W)   SCALED
 NO0200* NAVD 88 ORTHO HEIGHT -   948.325 (meters)     3111.30  (feet) POSTED
 NO0200  ______________________________________________________________________
 NO0200  GEOID HEIGHT    -        -20.657 (meters)                     GEOID18
 NO0200  DYNAMIC HEIGHT  -        947.92  (meters)     3110.0   (feet) COMP
 NO0200  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 NO0200
 NO0200  VERT ORDER      -  * POSTED, SEE BELOW
 NO0200
 NO0200.The horizontal coordinates were scaled from a map and have
 NO0200.an estimated accuracy of +/- 6 seconds.
 NO0200
 NO0200.The orthometric height was determined by differential leveling
 NO0200.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NO0200
 NO0200.* This is a POSTED BENCH MARK height.
 NO0200
 NO0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0200.GEOID18 height accuracy estimate available here.
 NO0200
 NO0200.Click photographs - Photos may exist for this station.
 NO0200
 NO0200.The dynamic height is computed by dividing the NAVD 88
 NO0200.geopotential number by the normal gravity value computed on the
 NO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0200.degrees latitude (g = 980.6199 gals.).
 NO0200
 NO0200.The modeled gravity was interpolated from observed gravity values.
 NO0200
 NO0200;                    North         East    Units  Estimated Accuracy
 NO0200;SPC NE       -   344,110.      409,860.      MT  (+/- 180 meters Scaled)
 NO0200
 NO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN282548(NAD 83)
 NO0200
 NO0200                          SUPERSEDED SURVEY CONTROL
 NO0200
 NO0200.No superseded survey control is available for this station.
 NO0200
 NO0200_MARKER: H = DRILL HOLE
 NO0200_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0200
 NO0200  HISTORY     - Date     Condition        Report By
 NO0200  HISTORY     - 1901     MONUMENTED       CGS
 NO0200  HISTORY     - 1957     MARK NOT FOUND   CGS
 NO0200  HISTORY     - 1983     MARK NOT FOUND   USGS
 NO0200
 NO0200                          STATION DESCRIPTION
 NO0200
 NO0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0200'AT NENZEL.
 NO0200'AT NENZEL, CHERRY COUNTY, 93.5 FEET WEST OF THE WEST FACE OF THE
 NO0200'CHICAGO AND NORTH WESTERN RAILWAY STATION, 39.5 FEET NORTHEAST
 NO0200'OF THE NORTHEAST CORNER OF THE SECTION HOUSE, 19 FEET SOUTH OF
 NO0200'THE CENTERLINE OF THE MAIN TRACK, 81 FEET NORTH OF THE RIGHT-OF-WAY
 NO0200'FENCE, AND 12 FEET EAST OF AN 18-INCH COTTONWOOD TREE.  THE BOTTOM
 NO0200'OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A
 NO0200'LIMESTONE POST.
 NO0200
 NO0200                          STATION RECOVERY (1983)
 NO0200
 NO0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NO0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0710 ***********************************************************************
 MK0710  DESIGNATION -  J 300
 MK0710  PID         -  MK0710
 MK0710  STATE/COUNTY-  NE/SAUNDERS
 MK0710  COUNTRY     -  US
 MK0710  USGS QUAD   -  MEAD (2017)
 MK0710
 MK0710                         *CURRENT SURVEY CONTROL
 MK0710  ______________________________________________________________________
 MK0710* NAD 83(1986) POSITION- 41 08 47.     (N) 096 22 51.     (W)   SCALED
 MK0710* NAVD 88 ORTHO HEIGHT -   329.281 (meters)     1080.32  (feet) ADJUSTED
 MK0710  ______________________________________________________________________
 MK0710  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 MK0710  DYNAMIC HEIGHT  -        329.142 (meters)     1079.86  (feet) COMP
 MK0710  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 MK0710
 MK0710  VERT ORDER      -  SECOND    CLASS 0
 MK0710
 MK0710.The horizontal coordinates were scaled from a map and have
 MK0710.an estimated accuracy of +/- 6 seconds.
 MK0710
 MK0710.The orthometric height was determined by differential leveling and
 MK0710.adjusted by the NATIONAL GEODETIC SURVEY
 MK0710.in June 1991.
 MK0710
 MK0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0710.GEOID18 height accuracy estimate available here.
 MK0710
 MK0710.Click photographs - Photos may exist for this station.
 MK0710
 MK0710.The dynamic height is computed by dividing the NAVD 88
 MK0710.geopotential number by the normal gravity value computed on the
 MK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0710.degrees latitude (g = 980.6199 gals.).
 MK0710
 MK0710.The modeled gravity was interpolated from observed gravity values.
 MK0710
 MK0710;                    North         East    Units  Estimated Accuracy
 MK0710;SPC NE       -   152,140.      803,640.      MT  (+/- 180 meters Scaled)
 MK0710
 MK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL197583(NAD 83)
 MK0710
 MK0710                          SUPERSEDED SURVEY CONTROL
 MK0710
 MK0710  NGVD 29 (??/??/92)  329.167  (m)         1079.94   (f) ADJ UNCH    2 0
 MK0710
 MK0710.Superseded values are not recommended for survey control.
 MK0710
 MK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0710.See file dsdata.pdf to determine how the superseded data were derived.
 MK0710
 MK0710_MARKER: DB = BENCH MARK DISK
 MK0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0710_STAMPING: J 300 1950
 MK0710_MARK LOGO: CGS
 MK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0710+STABILITY: SURFACE MOTION
 MK0710
 MK0710  HISTORY     - Date     Condition        Report By
 MK0710  HISTORY     - 1950     MONUMENTED       CGS
 MK0710  HISTORY     - 20140630 MARK NOT FOUND   USACEO
 MK0710
 MK0710                          STATION DESCRIPTION
 MK0710
 MK0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0710'1.2 MI W FROM WANN.
 MK0710'1.2 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0710'AND QUINCY RAILROAD STATION AT WANN, 89 FEET SOUTH OF THE CENTER
 MK0710'LINE OF THE ROAD, 80 FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET
 MK0710'NORTHEAST OF THE NORTHWEST CORNER OF A CORN CRIB, AT A FARMHOUSE,
 MK0710'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0710'THE GROUND.
 MK0710
 MK0710                          STATION RECOVERY (2014)
 MK0710
 MK0710'RECOVERY NOTE BY USACE OMAHA 2014 (MFT)
 MK0710'FOUND CONCRETE RUBBLE, AND POSSIBLE CONCRETE PILLAR 4 FT LONG  BY 10
 MK0710'INCHES WIDE, LYING IN FIELD (RUBBLE) AND AGAINST OLD FENCE LINE
 MK0710'(PILLAR). NO EVIDENCE FOUND OTHER THAN DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0723 ***********************************************************************
 MK0723  DESIGNATION -  J 302
 MK0723  PID         -  MK0723
 MK0723  STATE/COUNTY-  NE/SAUNDERS
 MK0723  COUNTRY     -  US
 MK0723  USGS QUAD   -  LESHARA (2017)
 MK0723
 MK0723                         *CURRENT SURVEY CONTROL
 MK0723  ______________________________________________________________________
 MK0723* NAD 83(1986) POSITION- 41 17 22.     (N) 096 25 34.     (W)   SCALED
 MK0723* NAVD 88 ORTHO HEIGHT -   394.028 (meters)     1292.74  (feet) ADJUSTED
 MK0723  ______________________________________________________________________
 MK0723  GEOID HEIGHT    -        -27.255 (meters)                     GEOID18
 MK0723  DYNAMIC HEIGHT  -        393.843 (meters)     1292.13  (feet) COMP
 MK0723  MODELED GRAVITY -    980,143.4   (mgal)                       NAVD 88
 MK0723
 MK0723  VERT ORDER      -  SECOND    CLASS 0
 MK0723
 MK0723.The horizontal coordinates were scaled from a map and have
 MK0723.an estimated accuracy of +/- 6 seconds.
 MK0723
 MK0723.The orthometric height was determined by differential leveling and
 MK0723.adjusted by the NATIONAL GEODETIC SURVEY
 MK0723.in June 1991.
 MK0723
 MK0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0723.GEOID18 height accuracy estimate available here.
 MK0723
 MK0723.Click photographs - Photos may exist for this station.
 MK0723
 MK0723.The dynamic height is computed by dividing the NAVD 88
 MK0723.geopotential number by the normal gravity value computed on the
 MK0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0723.degrees latitude (g = 980.6199 gals.).
 MK0723
 MK0723.The modeled gravity was interpolated from observed gravity values.
 MK0723
 MK0723;                    North         East    Units  Estimated Accuracy
 MK0723;SPC NE       -   167,850.      799,190.      MT  (+/- 180 meters Scaled)
 MK0723
 MK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL155740(NAD 83)
 MK0723
 MK0723                          SUPERSEDED SURVEY CONTROL
 MK0723
 MK0723  NGVD 29 (??/??/92)  393.886  (m)         1292.27   (f) ADJ UNCH    2 0
 MK0723
 MK0723.Superseded values are not recommended for survey control.
 MK0723
 MK0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0723.See file dsdata.pdf to determine how the superseded data were derived.
 MK0723
 MK0723_MARKER: DB = BENCH MARK DISK
 MK0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0723_STAMPING: J 302 1950
 MK0723_MARK LOGO: CGS
 MK0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0723+STABILITY: SURFACE MOTION
 MK0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0723+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2008
 MK0723
 MK0723  HISTORY     - Date     Condition        Report By
 MK0723  HISTORY     - 1950     MONUMENTED       CGS
 MK0723  HISTORY     - 20080110 GOOD             NEDR
 MK0723
 MK0723                          STATION DESCRIPTION
 MK0723
 MK0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0723'3 MI S FROM LESHARA.
 MK0723'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0723'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.8 MILE SOUTH
 MK0723'ALONG STATE HIGHWAY 64, THENCE 1.25 MILE SOUTH ALONG A GRAVELED
 MK0723'ROAD, AT THE GLEN KARLOFF FARMHOUSE, 83 FEET SOUTHEAST OF THE
 MK0723'SOUTHEAST CORNER OF THE FARMHOUSE, 65 FEET WEST OF THE CENTER
 MK0723'LINE OF THE GRAVELED ROAD LEADING SOUTH, 15 FEET NORTH OF THE
 MK0723'CENTER LINE OF A PRIVATE DRIVEWAY, 1.4 FEET SOUTH OF A YARD
 MK0723'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK0723'ABOVE THE GROUND.
 MK0723
 MK0723                          STATION RECOVERY (2008)
 MK0723
 MK0723'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0727 ***********************************************************************
 MK0727  DESIGNATION -  J 303
 MK0727  PID         -  MK0727
 MK0727  STATE/COUNTY-  NE/SAUNDERS
 MK0727  COUNTRY     -  US
 MK0727  USGS QUAD   -  LESHARA (2017)
 MK0727
 MK0727                         *CURRENT SURVEY CONTROL
 MK0727  ______________________________________________________________________
 MK0727* NAD 83(1986) POSITION- 41 20 06.89   (N) 096 26 33.91   (W)   HD_HELD1
 MK0727* NAVD 88 ORTHO HEIGHT -   371.811 (meters)     1219.85  (feet) ADJUSTED
 MK0727  ______________________________________________________________________
 MK0727  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 MK0727  DYNAMIC HEIGHT  -        371.637 (meters)     1219.28  (feet) COMP
 MK0727  MODELED GRAVITY -    980,145.3   (mgal)                       NAVD 88
 MK0727
 MK0727  VERT ORDER      -  SECOND    CLASS 0
 MK0727
 MK0727.The horizontal coordinates were determined by differentially corrected
 MK0727.hand held GPS observations or other comparable positioning techniques
 MK0727.and have an estimated accuracy of +/- 3 meters.
 MK0727
 MK0727.The orthometric height was determined by differential leveling and
 MK0727.adjusted by the NATIONAL GEODETIC SURVEY
 MK0727.in June 1991.
 MK0727
 MK0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0727.GEOID18 height accuracy estimate available here.
 MK0727
 MK0727.Click photographs - Photos may exist for this station.
 MK0727
 MK0727.The dynamic height is computed by dividing the NAVD 88
 MK0727.geopotential number by the normal gravity value computed on the
 MK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0727.degrees latitude (g = 980.6199 gals.).
 MK0727
 MK0727.The modeled gravity was interpolated from observed gravity values.
 MK0727
 MK0727;                    North         East    Units  Estimated Accuracy
 MK0727;SPC NE       -   172,873.3     797,583.7     MT  (+/- 3 meters HH1 GPS) 
 MK0727
 MK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1398479128(NAD 83)
 MK0727
 MK0727                          SUPERSEDED SURVEY CONTROL
 MK0727
 MK0727  NGVD 29 (??/??/92)  371.666  (m)         1219.37   (f) ADJ UNCH    2 0
 MK0727
 MK0727.Superseded values are not recommended for survey control.
 MK0727
 MK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0727.See file dsdata.pdf to determine how the superseded data were derived.
 MK0727
 MK0727_MARKER: DB = BENCH MARK DISK
 MK0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0727_STAMPING: J 303 1950
 MK0727_MARK LOGO: CGS
 MK0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0727+STABILITY: SURFACE MOTION
 MK0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0727+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2021
 MK0727
 MK0727  HISTORY     - Date     Condition        Report By
 MK0727  HISTORY     - 1950     MONUMENTED       CGS
 MK0727  HISTORY     - 20080110 GOOD             NEDR
 MK0727  HISTORY     - 20100503 GOOD             INDIV
 MK0727  HISTORY     - 20211129 GOOD             NEGS
 MK0727
 MK0727                          STATION DESCRIPTION
 MK0727
 MK0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0727'1.2 MI NW FROM LESHARA.
 MK0727'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0727'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0727'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0727'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0727'THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, AT THE ENTRANCE TO
 MK0727'A PRIVATE DRIVEWAY LEADING SOUTH, 38 FEET SOUTH OF THE CENTER
 MK0727'LINE OF THE GRAVELED ROAD, 14 FEET EAST OF THE CENTER LINE OF THE
 MK0727'PRIVATE DRIVEWAY, 4.2 FEET SOUTHEAST OF A BRACED TELEPHONE POLE,
 MK0727'3.8 FEET EAST OF A FENCE CORNER, 1.4 FEET WEST OF A WITNESS
 MK0727'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK0727'ABOVE THE GROUND.
 MK0727
 MK0727                          STATION RECOVERY (2008)
 MK0727
 MK0727'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0727'THE MARK IS APPROXIMATELY 615 FT (187.5M) EAST OF THE CENTERLINE OF A
 MK0727'NORTH/SOUTH COUNTY ROAD (CO. RD. 8), 36 FT (10.97M) SOUTH OF THE
 MK0727'CENTERLINE OF AN EAST/WEST COUNTY ROAD (CO. RD. T), 6.7 FT (2.04M)
 MK0727'NORTH-NORTHEAST OF A BRACE POST, AND 4.3 FT (1.31M) SOUTH-SOUTHEAST OF
 MK0727'A POWER POLE AND A WITNESS POST.
 MK0727
 MK0727                          STATION RECOVERY (2010)
 MK0727
 MK0727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK0727'REAL TIME NETWORK GPS OBSERVATION
 MK0727'41 20'06.899''N    96 26'33.906''W
 MK0727'
 MK0727
 MK0727                          STATION RECOVERY (2021)
 MK0727
 MK0727'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 MK0727'FROM THE INTERSECTION OF NE. SPUR 78J AND CO. ROAD 7 IN LESHARA, NE.,
 MK0727'GO NORTH ON CO. ROAD 7 APPROX. 0.5 MI (0.8 KM) TO  THE INTERSECTION
 MK0727'WITH CO. ROAD T.  TURN LEFT AND GO WEST ALONG CO. ROAD T APPROX. 0.89
 MK0727'MI (1.43 KM) TO THE POINT ON THE RIGHT (SOUTH) SIDE OF CO. ROAD T.
 MK0727'
 MK0727'THE MARK IS 6.60 FT (2.0 M) NE OF NAIL IN BRACE POST, 2.40 FT (0.7 M)
 MK0727'SE OF THE BOTTOM OF A FIBERGLASS WITNESS POST, 16.0 FT (4.9 M) EAST OF
 MK0727'THE APPROXIMATE CENTERLINE OF A PRIVATE DRIVE SOUTH AND 35.0 FT (10.7
 MK0727'M) SOUTH OF THE CENTERLINE OF CO. ROAD T.  A MAGNET HAS BEEN PLACED BY
 MK0727'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1031 ***********************************************************************
 MK1031  DESIGNATION -  J 304
 MK1031  PID         -  MK1031
 MK1031  STATE/COUNTY-  NE/SAUNDERS
 MK1031  COUNTRY     -  US
 MK1031  USGS QUAD   -  WAHOO EAST (2017)
 MK1031
 MK1031                         *CURRENT SURVEY CONTROL
 MK1031  ______________________________________________________________________
 MK1031* NAD 83(1986) POSITION- 41 14 55.     (N) 096 30 06.     (W)   SCALED
 MK1031* NAVD 88 ORTHO HEIGHT -   370.302 (meters)     1214.90  (feet) ADJUSTED
 MK1031  ______________________________________________________________________
 MK1031  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 MK1031  DYNAMIC HEIGHT  -        370.126 (meters)     1214.32  (feet) COMP
 MK1031  MODELED GRAVITY -    980,137.9   (mgal)                       NAVD 88
 MK1031
 MK1031  VERT ORDER      -  SECOND    CLASS 0
 MK1031
 MK1031.The horizontal coordinates were scaled from a map and have
 MK1031.an estimated accuracy of +/- 6 seconds.
 MK1031
 MK1031.The orthometric height was determined by differential leveling and
 MK1031.adjusted by the NATIONAL GEODETIC SURVEY
 MK1031.in June 1991.
 MK1031
 MK1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1031.GEOID18 height accuracy estimate available here.
 MK1031
 MK1031.Click photographs - Photos may exist for this station.
 MK1031
 MK1031.The dynamic height is computed by dividing the NAVD 88
 MK1031.geopotential number by the normal gravity value computed on the
 MK1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1031.degrees latitude (g = 980.6199 gals.).
 MK1031
 MK1031.The modeled gravity was interpolated from observed gravity values.
 MK1031
 MK1031;                    North         East    Units  Estimated Accuracy
 MK1031;SPC NE       -   163,060.      793,050.      MT  (+/- 180 meters Scaled)
 MK1031
 MK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093693(NAD 83)
 MK1031
 MK1031                          SUPERSEDED SURVEY CONTROL
 MK1031
 MK1031  NGVD 29 (??/??/92)  370.157  (m)         1214.42   (f) ADJ UNCH    2 0
 MK1031
 MK1031.Superseded values are not recommended for survey control.
 MK1031
 MK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1031.See file dsdata.pdf to determine how the superseded data were derived.
 MK1031
 MK1031_MARKER: DB = BENCH MARK DISK
 MK1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1031_STAMPING: J 304 1950
 MK1031_MARK LOGO: CGS
 MK1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1031+STABILITY: SURFACE MOTION
 MK1031
 MK1031  HISTORY     - Date     Condition        Report By
 MK1031  HISTORY     - 1950     MONUMENTED       CGS
 MK1031  HISTORY     - 1961     GOOD             CGS
 MK1031  HISTORY     - 1987     GOOD             LOCSUR
 MK1031
 MK1031                          STATION DESCRIPTION
 MK1031
 MK1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1031'1.8 MI NW FROM MEAD.
 MK1031'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK1031'THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 ALT, THENCE 1 MILE
 MK1031'NORTH ALONG U.S. HIGHWAY 77, 0.1 MILE EAST OF CENTER OF U.S.
 MK1031'HIGHWAY 77, 33 FEET NORTH OF THE CENTER OF A DIRT ROAD, 3.5 FEET
 MK1031'WEST OF A POWER POLE, 3 FEET LOWER THAN THE ROAD, 1.7 FEET WEST OF
 MK1031'A WOODEN WITNESS POST, 7 INCHES SOUTH OF A FENCE, SET IN TOP OF A
 MK1031'ROUND CONCRETE POST, PROJECTING 3 INCHES.
 MK1031
 MK1031                          STATION RECOVERY (1987)
 MK1031
 MK1031'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 MK1031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0601 ***********************************************************************
 MK0601  DESIGNATION -  J 305
 MK0601  PID         -  MK0601
 MK0601  STATE/COUNTY-  NE/DODGE
 MK0601  COUNTRY     -  US
 MK0601  USGS QUAD   -  ARLINGTON (2017)
 MK0601
 MK0601                         *CURRENT SURVEY CONTROL
 MK0601  ______________________________________________________________________
 MK0601* NAD 83(1986) POSITION- 41 25 59.     (N) 096 20 52.     (W)   SCALED
 MK0601* NAVD 88 ORTHO HEIGHT -   352.071 (meters)     1155.09  (feet) ADJUSTED
 MK0601  ______________________________________________________________________
 MK0601  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 MK0601  DYNAMIC HEIGHT  -        351.906 (meters)     1154.54  (feet) COMP
 MK0601  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 MK0601
 MK0601  VERT ORDER      -  SECOND    CLASS 0
 MK0601
 MK0601.The horizontal coordinates were scaled from a map and have
 MK0601.an estimated accuracy of +/- 6 seconds.
 MK0601
 MK0601.The orthometric height was determined by differential leveling and
 MK0601.adjusted by the NATIONAL GEODETIC SURVEY
 MK0601.in June 1991.
 MK0601
 MK0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0601.GEOID18 height accuracy estimate available here.
 MK0601
 MK0601.Click photographs - Photos may exist for this station.
 MK0601
 MK0601.The dynamic height is computed by dividing the NAVD 88
 MK0601.geopotential number by the normal gravity value computed on the
 MK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0601.degrees latitude (g = 980.6199 gals.).
 MK0601
 MK0601.The modeled gravity was interpolated from observed gravity values.
 MK0601
 MK0601;                    North         East    Units  Estimated Accuracy
 MK0601;SPC NE       -   184,050.      805,070.      MT  (+/- 180 meters Scaled)
 MK0601
 MK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL215902(NAD 83)
 MK0601
 MK0601                          SUPERSEDED SURVEY CONTROL
 MK0601
 MK0601  NGVD 29 (??/??/92)  351.925  (m)         1154.61   (f) ADJ UNCH    2 0
 MK0601
 MK0601.Superseded values are not recommended for survey control.
 MK0601
 MK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0601.See file dsdata.pdf to determine how the superseded data were derived.
 MK0601
 MK0601_MARKER: DB = BENCH MARK DISK
 MK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0601_STAMPING: J 305 1950
 MK0601_MARK LOGO: CGS
 MK0601_PROJECTION: FLUSH
 MK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0601+STABILITY: SURFACE MOTION
 MK0601
 MK0601  HISTORY     - Date     Condition        Report By
 MK0601  HISTORY     - 1950     MONUMENTED       CGS
 MK0601  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0601
 MK0601                          STATION DESCRIPTION
 MK0601
 MK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0601'3 MI S FROM ARLINGTON.
 MK0601'0.45 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND
 MK0601'NORTH WESTERN RAILROAD STATION AT ARLINGTON, THENCE 1.1 MILES
 MK0601'SOUTHWEST ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH
 MK0601'ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST ALONG A GRAVELED
 MK0601'ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A GRAVELED ROAD AT THE
 MK0601'FARM HOME OF TRUED PEARSON, 94 FEET EAST OF THE CENTER LINE
 MK0601'OF THE ROAD, 132 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK0601'FARMHOUSE, 16 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK0601'DRIVEWAY, 71 FEET SOUTHEAST OF THE CENTER OF A IRON FRAME GATE,
 MK0601'64 FEET EAST OF A FENCE, 64 FEET EAST OF A WITNESS POST, SET
 MK0601'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0601
 MK0601                          STATION RECOVERY (1966)
 MK0601
 MK0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0601'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0207 ***********************************************************************
 ML0207  DESIGNATION -  J 306
 ML0207  PID         -  ML0207
 ML0207  STATE/COUNTY-  NE/HOWARD
 ML0207  COUNTRY     -  US
 ML0207  USGS QUAD   -  CUSHING (2017)
 ML0207
 ML0207                         *CURRENT SURVEY CONTROL
 ML0207  ______________________________________________________________________
 ML0207* NAD 83(1986) POSITION- 41 17 06.     (N) 098 20 45.     (W)   SCALED
 ML0207* NAVD 88 ORTHO HEIGHT -   534.941 (meters)     1755.05  (feet) ADJUSTED
 ML0207  ______________________________________________________________________
 ML0207  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 ML0207  DYNAMIC HEIGHT  -        534.676 (meters)     1754.18  (feet) COMP
 ML0207  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 ML0207
 ML0207  VERT ORDER      -  SECOND    CLASS 0
 ML0207
 ML0207.The horizontal coordinates were scaled from a map and have
 ML0207.an estimated accuracy of +/- 6 seconds.
 ML0207
 ML0207.The orthometric height was determined by differential leveling and
 ML0207.adjusted by the NATIONAL GEODETIC SURVEY
 ML0207.in June 1991.
 ML0207
 ML0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0207.GEOID18 height accuracy estimate available here.
 ML0207
 ML0207.Click photographs - Photos may exist for this station.
 ML0207
 ML0207.The dynamic height is computed by dividing the NAVD 88
 ML0207.geopotential number by the normal gravity value computed on the
 ML0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0207.degrees latitude (g = 980.6199 gals.).
 ML0207
 ML0207.The modeled gravity was interpolated from observed gravity values.
 ML0207
 ML0207;                    North         East    Units  Estimated Accuracy
 ML0207;SPC NE       -   162,500.      638,520.      MT  (+/- 180 meters Scaled)
 ML0207
 ML0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL547706(NAD 83)
 ML0207
 ML0207                          SUPERSEDED SURVEY CONTROL
 ML0207
 ML0207  NGVD 29 (??/??/92)  534.704  (m)         1754.27   (f) ADJ UNCH    2 0
 ML0207
 ML0207.Superseded values are not recommended for survey control.
 ML0207
 ML0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0207.See file dsdata.pdf to determine how the superseded data were derived.
 ML0207
 ML0207_MARKER: DB = BENCH MARK DISK
 ML0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0207_STAMPING: J 306 1950
 ML0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0207+STABILITY: SURFACE MOTION
 ML0207
 ML0207  HISTORY     - Date     Condition        Report By
 ML0207  HISTORY     - 1950     MONUMENTED       CGS
 ML0207  HISTORY     - 1950     GOOD             CGS
 ML0207
 ML0207                          STATION DESCRIPTION
 ML0207
 ML0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0207'1.3 MI SE FROM CUSHING.
 ML0207'1.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0207'RAILROAD FROM THE STATION AT CUSHING, AT A ROAD CROSSING, 53 FEET
 ML0207'NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 45
 ML0207'FEET SOUTH OF THE SOUTH RAIL, 27 FEET WEST OF A TELEPHONE POLE,
 ML0207'2.2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE,
 ML0207'1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0207'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1558 ***********************************************************************
 MK1558  DESIGNATION -  J 307
 MK1558  PID         -  MK1558
 MK1558  STATE/COUNTY-  NE/NANCE
 MK1558  COUNTRY     -  US
 MK1558  USGS QUAD   -  FULLERTON (2017)
 MK1558
 MK1558                         *CURRENT SURVEY CONTROL
 MK1558  ______________________________________________________________________
 MK1558* NAD 83(1986) POSITION- 41 21 29.41   (N) 097 59 09.69   (W)   HD_HELD1
 MK1558* NAVD 88 ORTHO HEIGHT -   509.134 (meters)     1670.38  (feet) ADJUSTED
 MK1558  ______________________________________________________________________
 MK1558  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 MK1558  DYNAMIC HEIGHT  -        508.897 (meters)     1669.61  (feet) COMP
 MK1558  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 MK1558
 MK1558  VERT ORDER      -  SECOND    CLASS 0
 MK1558
 MK1558.The horizontal coordinates were determined by differentially corrected
 MK1558.hand held GPS observations or other comparable positioning techniques
 MK1558.and have an estimated accuracy of +/- 3 meters.
 MK1558
 MK1558.The orthometric height was determined by differential leveling and
 MK1558.adjusted by the NATIONAL GEODETIC SURVEY
 MK1558.in June 1991.
 MK1558
 MK1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1558.GEOID18 height accuracy estimate available here.
 MK1558
 MK1558.Click photographs - Photos may exist for this station.
 MK1558
 MK1558.The dynamic height is computed by dividing the NAVD 88
 MK1558.geopotential number by the normal gravity value computed on the
 MK1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1558.degrees latitude (g = 980.6199 gals.).
 MK1558
 MK1558.The modeled gravity was interpolated from observed gravity values.
 MK1558
 MK1558;                    North         East    Units  Estimated Accuracy
 MK1558;SPC NE       -   171,257.5     668,453.4     MT  (+/- 3 meters HH1 GPS) 
 MK1558
 MK1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8481479014(NAD 83)
 MK1558
 MK1558                          SUPERSEDED SURVEY CONTROL
 MK1558
 MK1558  NGVD 29 (??/??/92)  508.912  (m)         1669.66   (f) ADJ UNCH    2 0
 MK1558
 MK1558.Superseded values are not recommended for survey control.
 MK1558
 MK1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1558.See file dsdata.pdf to determine how the superseded data were derived.
 MK1558
 MK1558_MARKER: DB = BENCH MARK DISK
 MK1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1558_STAMPING: J 307 1950
 MK1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1558+STABILITY: SURFACE MOTION
 MK1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1558+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 MK1558
 MK1558  HISTORY     - Date     Condition        Report By
 MK1558  HISTORY     - 1950     MONUMENTED       CGS
 MK1558  HISTORY     - 20100512 GOOD             INDIV
 MK1558  HISTORY     - 20120611 GOOD             INDIV
 MK1558
 MK1558                          STATION DESCRIPTION
 MK1558
 MK1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1558'1.2 MI W FROM FULLERTON.
 MK1558'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1558'FULLERTON, AT A ROAD JUNCTION, 61 FEET SOUTH OF THE CENTER
 MK1558'LINE OF THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF A
 MK1558'GRAVELED ROAD LEADING SOUTHWEST, 15 FEET SOUTH OF THE SOUTHWEST
 MK1558'CORNER OF A BUILDING, 1 FOOT SOUTHEAST OF A FENCE, 2.5 FEET
 MK1558'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1558'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1558
 MK1558                          STATION RECOVERY (2010)
 MK1558
 MK1558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1558'THE WITNESS POST AND BUILDING ARE GONE.  THE CONCRETE FOOTING FOR THE
 MK1558'BUILDING STILL REMAINS.
 MK1558
 MK1558                          STATION RECOVERY (2012)
 MK1558
 MK1558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 MK1558'FOUND IN GOOD CONDITION. DEPTH IS 0.2 FT., 15 FT. SOUTH OF FOOTING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1574 ***********************************************************************
 MK1574  DESIGNATION -  J 308 RESET
 MK1574  PID         -  MK1574
 MK1574  STATE/COUNTY-  NE/NANCE
 MK1574  COUNTRY     -  US
 MK1574  USGS QUAD   -  FULLERTON NE (2017)
 MK1574
 MK1574                         *CURRENT SURVEY CONTROL
 MK1574  ______________________________________________________________________
 MK1574* NAD 83(1986) POSITION- 41 24 33.     (N) 097 49 05.     (W)   SCALED
 MK1574* NAVD 88 ORTHO HEIGHT -   490.84  (meters)     1610.4   (feet) RESET
 MK1574  ______________________________________________________________________
 MK1574  GEOID HEIGHT    -        -25.035 (meters)                     GEOID18
 MK1574  VERT ORDER      -  THIRD
 MK1574
 MK1574.The horizontal coordinates were scaled from a map and have
 MK1574.an estimated accuracy of +/- 6 seconds.
 MK1574
 MK1574.The orthometric height was computed from unverified reset data.
 MK1574
 MK1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1574.GEOID18 height accuracy estimate available here.
 MK1574
 MK1574.Click photographs - Photos may exist for this station.
 MK1574
 MK1574;                    North         East    Units  Estimated Accuracy
 MK1574;SPC NE       -   177,260.      682,360.      MT  (+/- 180 meters Scaled)
 MK1574
 MK1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL987848(NAD 83)
 MK1574
 MK1574                          SUPERSEDED SURVEY CONTROL
 MK1574
 MK1574  NGVD 29 (??/??/??)  490.62   (m)         1609.6    (f) RESET       3  
 MK1574
 MK1574.Superseded values are not recommended for survey control.
 MK1574
 MK1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1574.See file dsdata.pdf to determine how the superseded data were derived.
 MK1574
 MK1574_MARKER: DB = BENCH MARK DISK
 MK1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1574_SP_SET: CULVERT
 MK1574_STAMPING: J 308 RESET 1957
 MK1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1574
 MK1574  HISTORY     - Date     Condition        Report By
 MK1574  HISTORY     - 1957     MONUMENTED       NEDR
 MK1574
 MK1574                          STATION DESCRIPTION
 MK1574
 MK1574'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1574'5.9 MI SW FROM GENOA.
 MK1574'5.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1574'AT GENOA, 48 FEET SOUTH OF THE EAST END OF SOUTH PARAPET WALL OF
 MK1574'CONCRETE BOX CULVERT, AND 103.0 FEET SOUTH OF THE CENTERLINE OF
 MK1574'PROJECT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1413 ***********************************************************************
 MK1413  DESIGNATION -  J 309
 MK1413  PID         -  MK1413
 MK1413  STATE/COUNTY-  NE/NANCE
 MK1413  COUNTRY     -  US
 MK1413  USGS QUAD   -  GENOA (2017)
 MK1413
 MK1413                         *CURRENT SURVEY CONTROL
 MK1413  ______________________________________________________________________
 MK1413* NAD 83(1986) POSITION- 41 25 53.05   (N) 097 44 03.65   (W)   HD_HELD1
 MK1413* NAVD 88 ORTHO HEIGHT -   475.059 (meters)     1558.59  (feet) ADJUSTED
 MK1413  ______________________________________________________________________
 MK1413  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 MK1413  DYNAMIC HEIGHT  -        474.838 (meters)     1557.86  (feet) COMP
 MK1413  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 MK1413
 MK1413  VERT ORDER      -  SECOND    CLASS 0
 MK1413
 MK1413.The horizontal coordinates were determined by differentially corrected
 MK1413.hand held GPS observations or other comparable positioning techniques
 MK1413.and have an estimated accuracy of +/- 3 meters.
 MK1413
 MK1413.The orthometric height was determined by differential leveling and
 MK1413.adjusted by the NATIONAL GEODETIC SURVEY
 MK1413.in June 1991.
 MK1413
 MK1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1413.GEOID18 height accuracy estimate available here.
 MK1413
 MK1413.Click photographs - Photos may exist for this station.
 MK1413
 MK1413.The dynamic height is computed by dividing the NAVD 88
 MK1413.geopotential number by the normal gravity value computed on the
 MK1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1413.degrees latitude (g = 980.6199 gals.).
 MK1413
 MK1413.The modeled gravity was interpolated from observed gravity values.
 MK1413
 MK1413;                    North         East    Units  Estimated Accuracy
 MK1413;SPC NE       -   179,906.3     689,286.7     MT  (+/- 3 meters HH1 GPS) 
 MK1413
 MK1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0574787421(NAD 83)
 MK1413
 MK1413                          SUPERSEDED SURVEY CONTROL
 MK1413
 MK1413  NGVD 29 (??/??/92)  474.851  (m)         1557.91   (f) ADJ UNCH    2 0
 MK1413
 MK1413.Superseded values are not recommended for survey control.
 MK1413
 MK1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1413.See file dsdata.pdf to determine how the superseded data were derived.
 MK1413
 MK1413_MARKER: DB = BENCH MARK DISK
 MK1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1413_STAMPING: J 309 1950
 MK1413_MARK LOGO: CGS
 MK1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1413+STABILITY: SURFACE MOTION
 MK1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1413+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 MK1413
 MK1413  HISTORY     - Date     Condition        Report By
 MK1413  HISTORY     - 1950     MONUMENTED       CGS
 MK1413  HISTORY     - 1960     GOOD             CGS
 MK1413  HISTORY     - 20091105 GOOD             NEDR
 MK1413  HISTORY     - 20091201 GOOD             NEDR
 MK1413  HISTORY     - 20100512 GOOD             INDIV
 MK1413
 MK1413                          STATION DESCRIPTION
 MK1413
 MK1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1413'1.4 MI S FROM GENOA.
 MK1413'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1413'GENOA, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 39, AT A ROAD
 MK1413'INTERSECTION, 160 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 MK1413'WEST ROAD, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28
 MK1413'FEET SOUTH OF THE CENTER OF THE MAIN OR WEST ENTRANCE TO THE
 MK1413'VALLEY VIEW CEMETERY, 1 FOOT WEST OF A FENCE, 1.7 FEET NORTH
 MK1413'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1413'0.3 FOOT ABOVE THE GROUND.
 MK1413
 MK1413                          STATION RECOVERY (1960)
 MK1413
 MK1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK1413'RECOVERED IN GOOD CONDITION.
 MK1413
 MK1413                          STATION RECOVERY (2009)
 MK1413
 MK1413'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1413'NO WITNESS POST.
 MK1413
 MK1413                          STATION RECOVERY (2009)
 MK1413
 MK1413'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1413'RECOVERED IN GOOD CONDITION.
 MK1413
 MK1413                          STATION RECOVERY (2010)
 MK1413
 MK1413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK1413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0236 ***********************************************************************
 MM0236  DESIGNATION -  J 31
 MM0236  PID         -  MM0236
 MM0236  STATE/COUNTY-  NE/KEITH
 MM0236  COUNTRY     -  US
 MM0236  USGS QUAD   -  MARTIN (2017)
 MM0236
 MM0236                         *CURRENT SURVEY CONTROL
 MM0236  ______________________________________________________________________
 MM0236* NAD 83(1986) POSITION- 41 22 11.     (N) 101 43 46.     (W)   SCALED
 MM0236* NAVD 88 ORTHO HEIGHT -  1071.929 (meters)     3516.82  (feet) ADJUSTED
 MM0236  ______________________________________________________________________
 MM0236  GEOID HEIGHT    -        -20.569 (meters)                     GEOID18
 MM0236  DYNAMIC HEIGHT  -       1071.276 (meters)     3514.68  (feet) COMP
 MM0236  MODELED GRAVITY -    979,977.5   (mgal)                       NAVD 88
 MM0236
 MM0236  VERT ORDER      -  SECOND    CLASS 0
 MM0236
 MM0236.The horizontal coordinates were scaled from a map and have
 MM0236.an estimated accuracy of +/- 6 seconds.
 MM0236
 MM0236.The orthometric height was determined by differential leveling and
 MM0236.adjusted by the NATIONAL GEODETIC SURVEY
 MM0236.in June 1991.
 MM0236
 MM0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0236.GEOID18 height accuracy estimate available here.
 MM0236
 MM0236.Click photographs - Photos may exist for this station.
 MM0236
 MM0236.The dynamic height is computed by dividing the NAVD 88
 MM0236.geopotential number by the normal gravity value computed on the
 MM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0236.degrees latitude (g = 980.6199 gals.).
 MM0236
 MM0236.The modeled gravity was interpolated from observed gravity values.
 MM0236
 MM0236;                    North         East    Units  Estimated Accuracy
 MM0236;SPC NE       -   172,030.      355,370.      MT  (+/- 180 meters Scaled)
 MM0236
 MM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL717833(NAD 83)
 MM0236
 MM0236                          SUPERSEDED SURVEY CONTROL
 MM0236
 MM0236  NGVD 29 (??/??/92) 1071.475  (m)         3515.33   (f) ADJ UNCH    2 0
 MM0236
 MM0236.Superseded values are not recommended for survey control.
 MM0236
 MM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0236.See file dsdata.pdf to determine how the superseded data were derived.
 MM0236
 MM0236_MARKER: DB = BENCH MARK DISK
 MM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0236_STAMPING: J 31 1934
 MM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0236+STABILITY: SURFACE MOTION
 MM0236
 MM0236  HISTORY     - Date     Condition        Report By
 MM0236  HISTORY     - 1934     MONUMENTED       CGS
 MM0236  HISTORY     - 1941     GOOD             CGS
 MM0236
 MM0236                          STATION DESCRIPTION
 MM0236
 MM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0236'16 MI S FROM ARTHUR.
 MM0236'IN KEITH COUNTY, 16 MILES SOUTH ALONG STATE HIGHWAY 61 FROM
 MM0236'ARTHUR, ARTHUR COUNTY, AT THE FOOT OF A HILL, AND 40 FEET
 MM0236'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MM0236'STAMPED J 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0125 ***********************************************************************
 ML0125  DESIGNATION -  J 310
 ML0125  PID         -  ML0125
 ML0125  STATE/COUNTY-  NE/WHEELER
 ML0125  COUNTRY     -  US
 ML0125  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0125
 ML0125                         *CURRENT SURVEY CONTROL
 ML0125  ______________________________________________________________________
 ML0125* NAD 83(1986) POSITION- 41 45 58.     (N) 098 27 00.     (W)   SCALED
 ML0125* NAVD 88 ORTHO HEIGHT -   653.865 (meters)     2145.22  (feet) ADJUSTED
 ML0125  ______________________________________________________________________
 ML0125  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 ML0125  DYNAMIC HEIGHT  -        653.559 (meters)     2144.22  (feet) COMP
 ML0125  MODELED GRAVITY -    980,133.6   (mgal)                       NAVD 88
 ML0125
 ML0125  VERT ORDER      -  SECOND    CLASS 0
 ML0125
 ML0125.The horizontal coordinates were scaled from a map and have
 ML0125.an estimated accuracy of +/- 6 seconds.
 ML0125
 ML0125.The orthometric height was determined by differential leveling and
 ML0125.adjusted by the NATIONAL GEODETIC SURVEY
 ML0125.in June 1991.
 ML0125
 ML0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0125.GEOID18 height accuracy estimate available here.
 ML0125
 ML0125.Click photographs - Photos may exist for this station.
 ML0125
 ML0125.The dynamic height is computed by dividing the NAVD 88
 ML0125.geopotential number by the normal gravity value computed on the
 ML0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0125.degrees latitude (g = 980.6199 gals.).
 ML0125
 ML0125.The modeled gravity was interpolated from observed gravity values.
 ML0125
 ML0125;                    North         East    Units  Estimated Accuracy
 ML0125;SPC NE       -   215,740.      628,840.      MT  (+/- 180 meters Scaled)
 ML0125
 ML0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM457239(NAD 83)
 ML0125
 ML0125                          SUPERSEDED SURVEY CONTROL
 ML0125
 ML0125  NGVD 29 (??/??/92)  653.624  (m)         2144.43   (f) ADJ UNCH    2 0
 ML0125
 ML0125.Superseded values are not recommended for survey control.
 ML0125
 ML0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0125.See file dsdata.pdf to determine how the superseded data were derived.
 ML0125
 ML0125_MARKER: DB = BENCH MARK DISK
 ML0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0125_STAMPING: J 310 1950
 ML0125_MARK LOGO: CGS
 ML0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0125+STABILITY: SURFACE MOTION
 ML0125
 ML0125  HISTORY     - Date     Condition        Report By
 ML0125  HISTORY     - 1950     MONUMENTED       CGS
 ML0125
 ML0125                          STATION DESCRIPTION
 ML0125
 ML0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0125'11.1 MI NW FROM SPALDING.
 ML0125'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0125'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0125'NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG
 ML0125'A SAND ROAD, THENCE 2.8 MILES NORTHEAST ALONG A SAND ROAD,
 ML0125'AT A T ROAD JUNCTION, ON THE EXTENDED CENTER LINE OF A ROAD
 ML0125'LEADING WEST, ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD,
 ML0125'84 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 113
 ML0125'FEET NORTH OF THE CENTER OF A GATE, 1 FOOT WEST OF A FENCE,
 ML0125'1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0125'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1698 ***********************************************************************
 MK1698  DESIGNATION -  J 311
 MK1698  PID         -  MK1698
 MK1698  STATE/COUNTY-  NE/BOONE
 MK1698  COUNTRY     -  US
 MK1698  USGS QUAD   -  CLOSTER SE (2017)
 MK1698
 MK1698                         *CURRENT SURVEY CONTROL
 MK1698  ______________________________________________________________________
 MK1698* NAD 83(1986) POSITION- 41 49 45.     (N) 097 51 08.     (W)   SCALED
 MK1698* NAVD 88 ORTHO HEIGHT -   572.597 (meters)     1878.60  (feet) ADJUSTED
 MK1698  ______________________________________________________________________
 MK1698  GEOID HEIGHT    -        -24.380 (meters)                     GEOID18
 MK1698  DYNAMIC HEIGHT  -        572.359 (meters)     1877.81  (feet) COMP
 MK1698  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 MK1698
 MK1698  VERT ORDER      -  SECOND    CLASS 0
 MK1698
 MK1698.The horizontal coordinates were scaled from a map and have
 MK1698.an estimated accuracy of +/- 6 seconds.
 MK1698
 MK1698.The orthometric height was determined by differential leveling and
 MK1698.adjusted by the NATIONAL GEODETIC SURVEY
 MK1698.in June 1991.
 MK1698
 MK1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1698.GEOID18 height accuracy estimate available here.
 MK1698
 MK1698.Click photographs - Photos may exist for this station.
 MK1698
 MK1698.The dynamic height is computed by dividing the NAVD 88
 MK1698.geopotential number by the normal gravity value computed on the
 MK1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1698.degrees latitude (g = 980.6199 gals.).
 MK1698
 MK1698.The modeled gravity was interpolated from observed gravity values.
 MK1698
 MK1698;                    North         East    Units  Estimated Accuracy
 MK1698;SPC NE       -   223,810.      678,340.      MT  (+/- 180 meters Scaled)
 MK1698
 MK1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM953314(NAD 83)
 MK1698
 MK1698                          SUPERSEDED SURVEY CONTROL
 MK1698
 MK1698  NGVD 29 (??/??/92)  572.388  (m)         1877.91   (f) ADJ UNCH    2 0
 MK1698
 MK1698.Superseded values are not recommended for survey control.
 MK1698
 MK1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1698.See file dsdata.pdf to determine how the superseded data were derived.
 MK1698
 MK1698_MARKER: DB = BENCH MARK DISK
 MK1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1698_STAMPING: J 311 1950
 MK1698_MARK LOGO: CGS
 MK1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1698+STABILITY: SURFACE MOTION
 MK1698
 MK1698  HISTORY     - Date     Condition        Report By
 MK1698  HISTORY     - 1950     MONUMENTED       CGS
 MK1698  HISTORY     - 1989     GOOD             LOCSUR
 MK1698
 MK1698                          STATION DESCRIPTION
 MK1698
 MK1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1698'9.5 MI NW FROM NEWMAN GROVE.
 MK1698'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1698'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 5.5 MILES NORTH ALONG A
 MK1698'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A
 MK1698'ROAD INTERSECTION, 42 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1698'AND WEST ROAD, 22 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1698'ROAD, 14 FEET SOUTHEAST OF A POWER POLE, 18 FEET SOUTH OF A
 MK1698'FENCE CORNER, 1.4 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 MK1698'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1698'ABOVE THE GROUND.
 MK1698
 MK1698                          STATION RECOVERY (1989)
 MK1698
 MK1698'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1691 ***********************************************************************
 MK1691  DESIGNATION -  J 312
 MK1691  PID         -  MK1691
 MK1691  STATE/COUNTY-  NE/BOONE
 MK1691  COUNTRY     -  US
 MK1691  USGS QUAD   -  CLOSTER SW (2017)
 MK1691
 MK1691                         *CURRENT SURVEY CONTROL
 MK1691  ______________________________________________________________________
 MK1691* NAD 83(1986) POSITION- 41 49 43.     (N) 097 58 26.     (W)   SCALED
 MK1691* NAVD 88 ORTHO HEIGHT -   595.256 (meters)     1952.94  (feet) ADJUSTED
 MK1691  ______________________________________________________________________
 MK1691  GEOID HEIGHT    -        -24.403 (meters)                     GEOID18
 MK1691  DYNAMIC HEIGHT  -        594.999 (meters)     1952.09  (feet) COMP
 MK1691  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 MK1691
 MK1691  VERT ORDER      -  SECOND    CLASS 0
 MK1691
 MK1691.The horizontal coordinates were scaled from a map and have
 MK1691.an estimated accuracy of +/- 6 seconds.
 MK1691
 MK1691.The orthometric height was determined by differential leveling and
 MK1691.adjusted by the NATIONAL GEODETIC SURVEY
 MK1691.in June 1991.
 MK1691
 MK1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1691.GEOID18 height accuracy estimate available here.
 MK1691
 MK1691.Click photographs - Photos may exist for this station.
 MK1691
 MK1691.The dynamic height is computed by dividing the NAVD 88
 MK1691.geopotential number by the normal gravity value computed on the
 MK1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1691.degrees latitude (g = 980.6199 gals.).
 MK1691
 MK1691.The modeled gravity was interpolated from observed gravity values.
 MK1691
 MK1691;                    North         East    Units  Estimated Accuracy
 MK1691;SPC NE       -   223,500.      668,240.      MT  (+/- 180 meters Scaled)
 MK1691
 MK1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM852312(NAD 83)
 MK1691
 MK1691                          SUPERSEDED SURVEY CONTROL
 MK1691
 MK1691  NGVD 29 (??/??/92)  595.035  (m)         1952.21   (f) ADJ UNCH    2 0
 MK1691
 MK1691.Superseded values are not recommended for survey control.
 MK1691
 MK1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1691.See file dsdata.pdf to determine how the superseded data were derived.
 MK1691
 MK1691_MARKER: DB = BENCH MARK DISK
 MK1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1691_STAMPING: J 312 1950
 MK1691_MARK LOGO: CGS
 MK1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1691+STABILITY: SURFACE MOTION
 MK1691
 MK1691  HISTORY     - Date     Condition        Report By
 MK1691  HISTORY     - 1950     MONUMENTED       CGS
 MK1691  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1691
 MK1691                          STATION DESCRIPTION
 MK1691
 MK1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1691'7.4 MI E FROM PETERSBURG.
 MK1691'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1691'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1691'1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A
 MK1691'DIRT ROAD, 0.3 MILE WEST OF A T ROAD JUNCTION, AT THE TOP OF A
 MK1691'HILL, 0.25 MILE SOUTHWEST OF A RED BARN, 32 FEET NORTH OF THE
 MK1691'CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE, 3 FEET NORTH
 MK1691'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1691'0.3 FOOT ABOVE THE GROUND.
 MK1691
 MK1691                          STATION RECOVERY (1989)
 MK1691
 MK1691'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1691'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1324 ***********************************************************************
 NM1324  DESIGNATION -  J 313
 NM1324  PID         -  NM1324
 NM1324  STATE/COUNTY-  NE/ANTELOPE
 NM1324  COUNTRY     -  US
 NM1324  USGS QUAD   -  OAKDALE (2017)
 NM1324
 NM1324                         *CURRENT SURVEY CONTROL
 NM1324  ______________________________________________________________________
 NM1324* NAD 83(1986) POSITION- 42 03 51.     (N) 097 53 46.     (W)   SCALED
 NM1324* NAVD 88 ORTHO HEIGHT -   513.149 (meters)     1683.56  (feet) ADJUSTED
 NM1324  ______________________________________________________________________
 NM1324  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 NM1324  DYNAMIC HEIGHT  -        512.945 (meters)     1682.89  (feet) COMP
 NM1324  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 NM1324
 NM1324  VERT ORDER      -  SECOND    CLASS 0
 NM1324
 NM1324.The horizontal coordinates were scaled from a map and have
 NM1324.an estimated accuracy of +/- 6 seconds.
 NM1324
 NM1324.The orthometric height was determined by differential leveling and
 NM1324.adjusted by the NATIONAL GEODETIC SURVEY
 NM1324.in June 1991.
 NM1324
 NM1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1324.GEOID18 height accuracy estimate available here.
 NM1324
 NM1324.Click photographs - Photos may exist for this station.
 NM1324
 NM1324.The dynamic height is computed by dividing the NAVD 88
 NM1324.geopotential number by the normal gravity value computed on the
 NM1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1324.degrees latitude (g = 980.6199 gals.).
 NM1324
 NM1324.The modeled gravity was interpolated from observed gravity values.
 NM1324
 NM1324;                    North         East    Units  Estimated Accuracy
 NM1324;SPC NE       -   249,800.      674,070.      MT  (+/- 180 meters Scaled)
 NM1324
 NM1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM913574(NAD 83)
 NM1324
 NM1324                          SUPERSEDED SURVEY CONTROL
 NM1324
 NM1324  NGVD 29 (??/??/92)  512.945  (m)         1682.89   (f) ADJ UNCH    2 0
 NM1324
 NM1324.Superseded values are not recommended for survey control.
 NM1324
 NM1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1324.See file dsdata.pdf to determine how the superseded data were derived.
 NM1324
 NM1324_MARKER: DB = BENCH MARK DISK
 NM1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1324_STAMPING: J 313 1950
 NM1324_MARK LOGO: CGS
 NM1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1324+STABILITY: SURFACE MOTION
 NM1324
 NM1324  HISTORY     - Date     Condition        Report By
 NM1324  HISTORY     - 1950     MONUMENTED       CGS
 NM1324  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM1324
 NM1324                          STATION DESCRIPTION
 NM1324
 NM1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1324'AT TILDEN AIRPORT.
 NM1324'AT TILDEN AIRPORT, ANTELOPE COUNTY, 200 FEET NORTH OF THE CENTER
 NM1324'LINE OF U.S. HIGHWAY 275, 46.8 FEET NORTH OF THE NORTHEAST CORNER
 NM1324'OF THE HANGAR, 12.4 FEET EAST OF THE NORTHWEST CORNER OF THE
 NM1324'OFFICE, AND 1.7 FEET NORTH OF THE NORTHEAST CORNER.  A STANDARD
 NM1324'DISK, STAMPED J 313 1950 AND SET IN THE TOP OF A CONCRETE POST
 NM1324'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- MARK HAS EITHER BEEN
 NM1324'COVERED OVER OR OUT, AND OFFICE HAS BEEN MOVED.
 NM1324
 NM1324                          STATION RECOVERY (1962)
 NM1324
 NM1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM1324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0944 ***********************************************************************
 ML0944  DESIGNATION -  J 314
 ML0944  PID         -  ML0944
 ML0944  STATE/COUNTY-  NE/BLAINE
 ML0944  COUNTRY     -  US
 ML0944  USGS QUAD   -  BREWSTER NW (2017)
 ML0944
 ML0944                         *CURRENT SURVEY CONTROL
 ML0944  ______________________________________________________________________
 ML0944* NAD 83(1986) POSITION- 41 53 06.     (N) 099 53 31.     (W)   SCALED
 ML0944* NAVD 88 ORTHO HEIGHT -   792.504 (meters)     2600.07  (feet) ADJUSTED
 ML0944  ______________________________________________________________________
 ML0944  GEOID HEIGHT    -        -22.397 (meters)                     GEOID18
 ML0944  DYNAMIC HEIGHT  -        792.117 (meters)     2598.80  (feet) COMP
 ML0944  MODELED GRAVITY -    980,108.2   (mgal)                       NAVD 88
 ML0944
 ML0944  VERT ORDER      -  SECOND    CLASS 0
 ML0944
 ML0944.The horizontal coordinates were scaled from a map and have
 ML0944.an estimated accuracy of +/- 6 seconds.
 ML0944
 ML0944.The orthometric height was determined by differential leveling and
 ML0944.adjusted by the NATIONAL GEODETIC SURVEY
 ML0944.in June 1991.
 ML0944
 ML0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0944.GEOID18 height accuracy estimate available here.
 ML0944
 ML0944.Click photographs - Photos may exist for this station.
 ML0944
 ML0944.The dynamic height is computed by dividing the NAVD 88
 ML0944.geopotential number by the normal gravity value computed on the
 ML0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0944.degrees latitude (g = 980.6199 gals.).
 ML0944
 ML0944.The modeled gravity was interpolated from observed gravity values.
 ML0944
 ML0944;                    North         East    Units  Estimated Accuracy
 ML0944;SPC NE       -   227,790.      508,970.      MT  (+/- 180 meters Scaled)
 ML0944
 ML0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM259373(NAD 83)
 ML0944
 ML0944                          SUPERSEDED SURVEY CONTROL
 ML0944
 ML0944  NGVD 29 (??/??/92)  792.221  (m)         2599.15   (f) ADJ UNCH    2 0
 ML0944
 ML0944.Superseded values are not recommended for survey control.
 ML0944
 ML0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0944.See file dsdata.pdf to determine how the superseded data were derived.
 ML0944
 ML0944_MARKER: DB = BENCH MARK DISK
 ML0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0944_STAMPING: J 314 1950
 ML0944_MARK LOGO: CGS
 ML0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0944+STABILITY: SURFACE MOTION
 ML0944
 ML0944  HISTORY     - Date     Condition        Report By
 ML0944  HISTORY     - 1950     MONUMENTED       CGS
 ML0944
 ML0944                          STATION DESCRIPTION
 ML0944
 ML0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0944'6.8 MI S FROM BREWSTER.
 ML0944'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0944'AT BREWSTER, THENCE 3.4 MILES SOUTHEAST ALONG A WINDING SAND
 ML0944'ROAD, 39 FEET WEST OF THE CENTER OF A GATE, 48 FEET SOUTH OF
 ML0944'THE CENTER OF ANOTHER GATE, 4.1 FEET NORTHEAST OF A FENCE CORNER,
 ML0944'3.4 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET EAST OF A NORTH
 ML0944'AND SOUTH FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0944'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0608 ***********************************************************************
 LH0608  DESIGNATION -  J 315
 LH0608  PID         -  LH0608
 LH0608  STATE/COUNTY-  NE/DAWSON
 LH0608  COUNTRY     -  US
 LH0608  USGS QUAD   -  SUMNER (2017)
 LH0608
 LH0608                         *CURRENT SURVEY CONTROL
 LH0608  ______________________________________________________________________
 LH0608* NAD 83(1986) POSITION- 40 57 04.     (N) 099 30 08.     (W)   SCALED
 LH0608* NAVD 88 ORTHO HEIGHT -   721.403 (meters)     2366.80  (feet) ADJUSTED
 LH0608  ______________________________________________________________________
 LH0608  GEOID HEIGHT    -        -23.685 (meters)                     GEOID18
 LH0608  DYNAMIC HEIGHT  -        720.999 (meters)     2365.48  (feet) COMP
 LH0608  MODELED GRAVITY -    980,040.4   (mgal)                       NAVD 88
 LH0608
 LH0608  VERT ORDER      -  SECOND    CLASS 0
 LH0608
 LH0608.The horizontal coordinates were scaled from a map and have
 LH0608.an estimated accuracy of +/- 6 seconds.
 LH0608
 LH0608.The orthometric height was determined by differential leveling and
 LH0608.adjusted by the NATIONAL GEODETIC SURVEY
 LH0608.in June 1991.
 LH0608
 LH0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0608.GEOID18 height accuracy estimate available here.
 LH0608
 LH0608.Click photographs - Photos may exist for this station.
 LH0608
 LH0608.The dynamic height is computed by dividing the NAVD 88
 LH0608.geopotential number by the normal gravity value computed on the
 LH0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0608.degrees latitude (g = 980.6199 gals.).
 LH0608
 LH0608.The modeled gravity was interpolated from observed gravity values.
 LH0608
 LH0608;                    North         East    Units  Estimated Accuracy
 LH0608;SPC NE       -   124,220.      541,900.      MT  (+/- 180 meters Scaled)
 LH0608
 LH0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML577334(NAD 83)
 LH0608
 LH0608                          SUPERSEDED SURVEY CONTROL
 LH0608
 LH0608  NGVD 29 (??/??/92)  721.140  (m)         2365.94   (f) ADJ UNCH    2 0
 LH0608
 LH0608.Superseded values are not recommended for survey control.
 LH0608
 LH0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0608.See file dsdata.pdf to determine how the superseded data were derived.
 LH0608
 LH0608_MARKER: DB = BENCH MARK DISK
 LH0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0608_STAMPING: J 315 1950
 LH0608_MARK LOGO: CGS
 LH0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0608+STABILITY: SURFACE MOTION
 LH0608
 LH0608  HISTORY     - Date     Condition        Report By
 LH0608  HISTORY     - 1950     MONUMENTED       CGS
 LH0608  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0608
 LH0608                          STATION DESCRIPTION
 LH0608
 LH0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0608'0.3 MI E FROM SUMNER.
 LH0608'0.3 MILE EAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0608'RAILROAD STATION AT SUMNER, AT A ROAD INTERSECTION, 66 FEET EAST
 LH0608'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 51 FEET NORTH OF
 LH0608'THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE SOUTH RAIL
 LH0608'OF THE RAILROAD, 7 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A
 LH0608'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0608'0.5 FOOT ABOVE THE GROUND.
 LH0608
 LH0608                          STATION RECOVERY (1983)
 LH0608
 LH0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0608'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0760 ***********************************************************************
 ML0760  DESIGNATION -  J 316
 ML0760  PID         -  ML0760
 ML0760  STATE/COUNTY-  NE/DAWSON
 ML0760  COUNTRY     -  US
 ML0760  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0760
 ML0760                         *CURRENT SURVEY CONTROL
 ML0760  ______________________________________________________________________
 ML0760* NAD 83(1986) POSITION- 41 02 19.     (N) 099 44 58.     (W)   SCALED
 ML0760* NAVD 88 ORTHO HEIGHT -   801.872 (meters)     2630.81  (feet) ADJUSTED
 ML0760  ______________________________________________________________________
 ML0760  GEOID HEIGHT    -        -23.385 (meters)                     GEOID18
 ML0760  DYNAMIC HEIGHT  -        801.407 (meters)     2629.28  (feet) COMP
 ML0760  MODELED GRAVITY -    980,017.5   (mgal)                       NAVD 88
 ML0760
 ML0760  VERT ORDER      -  SECOND    CLASS 0
 ML0760
 ML0760.The horizontal coordinates were scaled from a map and have
 ML0760.an estimated accuracy of +/- 6 seconds.
 ML0760
 ML0760.The orthometric height was determined by differential leveling and
 ML0760.adjusted by the NATIONAL GEODETIC SURVEY
 ML0760.in June 1991.
 ML0760
 ML0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0760.GEOID18 height accuracy estimate available here.
 ML0760
 ML0760.Click photographs - Photos may exist for this station.
 ML0760
 ML0760.The dynamic height is computed by dividing the NAVD 88
 ML0760.geopotential number by the normal gravity value computed on the
 ML0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0760.degrees latitude (g = 980.6199 gals.).
 ML0760
 ML0760.The modeled gravity was interpolated from observed gravity values.
 ML0760
 ML0760;                    North         East    Units  Estimated Accuracy
 ML0760;SPC NE       -   133,850.      521,060.      MT  (+/- 180 meters Scaled)
 ML0760
 ML0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML370433(NAD 83)
 ML0760
 ML0760                          SUPERSEDED SURVEY CONTROL
 ML0760
 ML0760  NGVD 29 (??/??/92)  801.573  (m)         2629.83   (f) ADJ UNCH    2 0
 ML0760
 ML0760.Superseded values are not recommended for survey control.
 ML0760
 ML0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0760.See file dsdata.pdf to determine how the superseded data were derived.
 ML0760
 ML0760_MARKER: DB = BENCH MARK DISK
 ML0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0760_STAMPING: J 316 1950
 ML0760_MARK LOGO: CGS
 ML0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0760+STABILITY: SURFACE MOTION
 ML0760
 ML0760  HISTORY     - Date     Condition        Report By
 ML0760  HISTORY     - 1950     MONUMENTED       CGS
 ML0760
 ML0760                          STATION DESCRIPTION
 ML0760
 ML0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0760'7.6 MI S FROM OCONTO.
 ML0760'7.6 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0760'OCONTO, AT A JUNCTION WITH A ROAD LEADING NORTH, ON TOP OF A
 ML0760'HILL, 48 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 ML0760'44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.7 FEET NORTH
 ML0760'OF A POWER POLE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0760'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0812 ***********************************************************************
 ML0812  DESIGNATION -  J 318
 ML0812  PID         -  ML0812
 ML0812  STATE/COUNTY-  NE/CUSTER
 ML0812  COUNTRY     -  US
 ML0812  USGS QUAD   -  CALLAWAY (2017)
 ML0812
 ML0812                         *CURRENT SURVEY CONTROL
 ML0812  ______________________________________________________________________
 ML0812* NAD 83(1986) POSITION- 41 22 09.     (N) 099 55 02.     (W)   SCALED
 ML0812* NAVD 88 ORTHO HEIGHT -   817.914 (meters)     2683.44  (feet) ADJUSTED
 ML0812  ______________________________________________________________________
 ML0812  GEOID HEIGHT    -        -22.450 (meters)                     GEOID18
 ML0812  DYNAMIC HEIGHT  -        817.472 (meters)     2681.99  (feet) COMP
 ML0812  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 ML0812
 ML0812  VERT ORDER      -  SECOND    CLASS 0
 ML0812
 ML0812.The horizontal coordinates were scaled from a map and have
 ML0812.an estimated accuracy of +/- 6 seconds.
 ML0812
 ML0812.The orthometric height was determined by differential leveling and
 ML0812.adjusted by the NATIONAL GEODETIC SURVEY
 ML0812.in June 1991.
 ML0812
 ML0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0812.GEOID18 height accuracy estimate available here.
 ML0812
 ML0812.Click photographs - Photos may exist for this station.
 ML0812
 ML0812.The dynamic height is computed by dividing the NAVD 88
 ML0812.geopotential number by the normal gravity value computed on the
 ML0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0812.degrees latitude (g = 980.6199 gals.).
 ML0812
 ML0812.The modeled gravity was interpolated from observed gravity values.
 ML0812
 ML0812;                    North         East    Units  Estimated Accuracy
 ML0812;SPC NE       -   170,520.      506,920.      MT  (+/- 180 meters Scaled)
 ML0812
 ML0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML232801(NAD 83)
 ML0812
 ML0812                          SUPERSEDED SURVEY CONTROL
 ML0812
 ML0812  NGVD 29 (??/??/92)  817.668  (m)         2682.63   (f) ADJ UNCH    2 0
 ML0812
 ML0812.Superseded values are not recommended for survey control.
 ML0812
 ML0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0812.See file dsdata.pdf to determine how the superseded data were derived.
 ML0812
 ML0812_MARKER: DB = BENCH MARK DISK
 ML0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0812_STAMPING: J 318 1950
 ML0812_MARK LOGO: CGS
 ML0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0812+STABILITY: SURFACE MOTION
 ML0812
 ML0812  HISTORY     - Date     Condition        Report By
 ML0812  HISTORY     - 1950     MONUMENTED       CGS
 ML0812
 ML0812                          STATION DESCRIPTION
 ML0812
 ML0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0812'6.4 MI NW FROM CALLAWAY.
 ML0812'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0812'RAILROAD STATION AT CALLAWAY, THENCE 1.6 MILES NORTH ALONG A
 ML0812'GRAVELED ROAD, THENCE 3.7 MILES NORTH ALONG A WINDING DIRT ROAD,
 ML0812'THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH
 ML0812'ALONG A DIRT ROAD, 253 FEET WEST OF A WINDMILL, 33 FEET EAST
 ML0812'OF THE CENTER LINE OF THE ROAD, 7.7 FEET NORTH OF A TELEPHONE
 ML0812'POLE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0812'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0958 ***********************************************************************
 ML0958  DESIGNATION -  J 319
 ML0958  PID         -  ML0958
 ML0958  STATE/COUNTY-  NE/BLAINE
 ML0958  COUNTRY     -  US
 ML0958  USGS QUAD   -  ALMERIA SW (2017)
 ML0958
 ML0958                         *CURRENT SURVEY CONTROL
 ML0958  ______________________________________________________________________
 ML0958* NAD 83(1986) POSITION- 41 47 01.     (N) 099 42 55.     (W)   SCALED
 ML0958* NAVD 88 ORTHO HEIGHT -   807.941 (meters)     2650.72  (feet) ADJUSTED
 ML0958  ______________________________________________________________________
 ML0958  GEOID HEIGHT    -        -22.574 (meters)                     GEOID18
 ML0958  DYNAMIC HEIGHT  -        807.537 (meters)     2649.39  (feet) COMP
 ML0958  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 ML0958
 ML0958  VERT ORDER      -  SECOND    CLASS 0
 ML0958
 ML0958.The horizontal coordinates were scaled from a map and have
 ML0958.an estimated accuracy of +/- 6 seconds.
 ML0958
 ML0958.The orthometric height was determined by differential leveling and
 ML0958.adjusted by the NATIONAL GEODETIC SURVEY
 ML0958.in June 1991.
 ML0958
 ML0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0958.GEOID18 height accuracy estimate available here.
 ML0958
 ML0958.Click photographs - Photos may exist for this station.
 ML0958
 ML0958.The dynamic height is computed by dividing the NAVD 88
 ML0958.geopotential number by the normal gravity value computed on the
 ML0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0958.degrees latitude (g = 980.6199 gals.).
 ML0958
 ML0958.The modeled gravity was interpolated from observed gravity values.
 ML0958
 ML0958;                    North         East    Units  Estimated Accuracy
 ML0958;SPC NE       -   216,570.      523,660.      MT  (+/- 180 meters Scaled)
 ML0958
 ML0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM405259(NAD 83)
 ML0958
 ML0958                          SUPERSEDED SURVEY CONTROL
 ML0958
 ML0958  NGVD 29 (??/??/92)  807.660  (m)         2649.80   (f) ADJ UNCH    2 0
 ML0958
 ML0958.Superseded values are not recommended for survey control.
 ML0958
 ML0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0958.See file dsdata.pdf to determine how the superseded data were derived.
 ML0958
 ML0958_MARKER: DB = BENCH MARK DISK
 ML0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0958_STAMPING: J 319 1950
 ML0958_MARK LOGO: CGS
 ML0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0958+STABILITY: SURFACE MOTION
 ML0958
 ML0958  HISTORY     - Date     Condition        Report By
 ML0958  HISTORY     - 1950     MONUMENTED       CGS
 ML0958
 ML0958                          STATION DESCRIPTION
 ML0958
 ML0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0958'5 MI N FROM MILBURN.
 ML0958'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0958'MILBURN, THENCE 3.05 MILES NORTH ALONG A WINDING DIRT ROAD, THENCE
 ML0958'0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.85 MILE NORTH ALONG A
 ML0958'DIRT ROAD, AT A JUNCTION WITH A PRIVATE DRIVEWAY, 81 FEET SOUTH
 ML0958'OF THE CENTER LINE OF THE PRIVATE DRIVEWAY, 22 FEET EAST OF THE
 ML0958'CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.7 FEET WEST OF A
 ML0958'FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0958'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0269 ***********************************************************************
 MM0269  DESIGNATION -  J 32
 MM0269  PID         -  MM0269
 MM0269  STATE/COUNTY-  NE/GRANT
 MM0269  COUNTRY     -  US
 MM0269  USGS QUAD   -  PRATT VALLEY (2017)
 MM0269
 MM0269                         *CURRENT SURVEY CONTROL
 MM0269  ______________________________________________________________________
 MM0269* NAD 83(1986) POSITION- 41 56 46.67   (N) 101 42 57.90   (W)   HD_HELD1
 MM0269* NAVD 88 ORTHO HEIGHT -  1133.747 (meters)     3719.63  (feet) ADJUSTED
 MM0269  ______________________________________________________________________
 MM0269  GEOID HEIGHT    -        -19.453 (meters)                     GEOID18
 MM0269  DYNAMIC HEIGHT  -       1133.116 (meters)     3717.56  (feet) COMP
 MM0269  MODELED GRAVITY -    980,025.5   (mgal)                       NAVD 88
 MM0269
 MM0269  VERT ORDER      -  SECOND    CLASS 0
 MM0269
 MM0269.The horizontal coordinates were determined by differentially corrected
 MM0269.hand held GPS observations or other comparable positioning techniques
 MM0269.and have an estimated accuracy of +/- 3 meters.
 MM0269
 MM0269.The orthometric height was determined by differential leveling and
 MM0269.adjusted by the NATIONAL GEODETIC SURVEY
 MM0269.in June 1991.
 MM0269
 MM0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0269.GEOID18 height accuracy estimate available here.
 MM0269
 MM0269.Click photographs - Photos may exist for this station.
 MM0269
 MM0269.The dynamic height is computed by dividing the NAVD 88
 MM0269.geopotential number by the normal gravity value computed on the
 MM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0269.degrees latitude (g = 980.6199 gals.).
 MM0269
 MM0269.The modeled gravity was interpolated from observed gravity values.
 MM0269
 MM0269;                    North         East    Units  Estimated Accuracy
 MM0269;SPC NE       -   236,006.6     357,755.4     MT  (+/- 3 meters HH1 GPS) 
 MM0269
 MM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7486247382(NAD 83)
 MM0269
 MM0269                          SUPERSEDED SURVEY CONTROL
 MM0269
 MM0269  NGVD 29 (??/??/92) 1133.278  (m)         3718.10   (f) ADJ UNCH    2 0
 MM0269
 MM0269.Superseded values are not recommended for survey control.
 MM0269
 MM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0269.See file dsdata.pdf to determine how the superseded data were derived.
 MM0269
 MM0269_MARKER: DB = BENCH MARK DISK
 MM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0269_STAMPING: J 32 1934
 MM0269_MARK LOGO: CGS
 MM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0269+STABILITY: SURFACE MOTION
 MM0269
 MM0269  HISTORY     - Date     Condition        Report By
 MM0269  HISTORY     - 1934     MONUMENTED       CGS
 MM0269
 MM0269                          STATION DESCRIPTION
 MM0269
 MM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0269'4.9 MI SE FROM HYANNIS.
 MM0269'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0269'COUNTY, 0.4 MILE NORTHWEST OF THE INTERSECTION OF A LANE, 100
 MM0269'YARDS NORTH OF THE LINE OF A NORTHWEST-AND-SOUTHEAST FENCE,
 MM0269'AND 48 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0269'STANDARD DISK, STAMPED J 32 1934 AND SET IN THE TOP OF A CONCRETE
 MM0269'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0844 ***********************************************************************
 LH0844  DESIGNATION -  J 320 RESET
 LH0844  PID         -  LH0844
 LH0844  STATE/COUNTY-  NE/DAWSON
 LH0844  COUNTRY     -  US
 LH0844  USGS QUAD   -  BUFFALO (2017)
 LH0844
 LH0844                         *CURRENT SURVEY CONTROL
 LH0844  ______________________________________________________________________
 LH0844* NAD 83(1986) POSITION- 40 55 55.     (N) 099 50 43.     (W)   SCALED
 LH0844* NAVD 88 ORTHO HEIGHT -   767.62  (meters)     2518.4   (feet) RESET
 LH0844  ______________________________________________________________________
 LH0844  GEOID HEIGHT    -        -23.421 (meters)                     GEOID18
 LH0844  VERT ORDER      -  THIRD
 LH0844
 LH0844.The horizontal coordinates were scaled from a map and have
 LH0844.an estimated accuracy of +/- 6 seconds.
 LH0844
 LH0844.The orthometric height was computed from unverified reset data.
 LH0844
 LH0844.No vertical observational check was made to the station.
 LH0844
 LH0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0844.GEOID18 height accuracy estimate available here.
 LH0844
 LH0844.Click photographs - Photos may exist for this station.
 LH0844
 LH0844;                    North         East    Units  Estimated Accuracy
 LH0844;SPC NE       -   121,990.      513,030.      MT  (+/- 180 meters Scaled)
 LH0844
 LH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288315(NAD 83)
 LH0844
 LH0844                          SUPERSEDED SURVEY CONTROL
 LH0844
 LH0844  NGVD 29 (01/31/13)  767.33   (m)         2517.5    (f) RESET       3  
 LH0844
 LH0844.Superseded values are not recommended for survey control.
 LH0844
 LH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0844.See file dsdata.pdf to determine how the superseded data were derived.
 LH0844
 LH0844_MARKER: DV = VERTICAL CONTROL DISK
 LH0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0844_STAMPING: J 320 RESET 1974
 LH0844_MARK LOGO: NGS
 LH0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0844+STABILITY: SURFACE MOTION
 LH0844
 LH0844  HISTORY     - Date     Condition        Report By
 LH0844  HISTORY     - 1974     MONUMENTED       USDA
 LH0844
 LH0844                          STATION DESCRIPTION
 LH0844
 LH0844'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1974
 LH0844'0.2 MI N FROM BUFFALO.
 LH0844'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0844'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 3.9
 LH0844'MILES SOUTH ALONG A GRAVELED ROAD, AT A NEW FARM HOME, 105 FEET
 LH0844'NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 43 FEET WEST
 LH0844'OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHWEST OF AN ANGLE
 LH0844'POWER POLE, IN THE NORTHEAST CORNER OF A SHELTERBELT, SET IN
 LH0844'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0783 ***********************************************************************
 ML0783  DESIGNATION -  J 321
 ML0783  PID         -  ML0783
 ML0783  STATE/COUNTY-  NE/CUSTER
 ML0783  COUNTRY     -  US
 ML0783  USGS QUAD   -  OCONTO (2017)
 ML0783
 ML0783                         *CURRENT SURVEY CONTROL
 ML0783  ______________________________________________________________________
 ML0783* NAD 83(1986) POSITION- 41 10 18.     (N) 099 48 21.     (W)   SCALED
 ML0783* NAVD 88 ORTHO HEIGHT -   793.408 (meters)     2603.04  (feet) ADJUSTED
 ML0783  ______________________________________________________________________
 ML0783  GEOID HEIGHT    -        -22.933 (meters)                     GEOID18
 ML0783  DYNAMIC HEIGHT  -        792.970 (meters)     2601.60  (feet) COMP
 ML0783  MODELED GRAVITY -    980,044.3   (mgal)                       NAVD 88
 ML0783
 ML0783  VERT ORDER      -  SECOND    CLASS 0
 ML0783
 ML0783.The horizontal coordinates were scaled from a map and have
 ML0783.an estimated accuracy of +/- 6 seconds.
 ML0783
 ML0783.The orthometric height was determined by differential leveling and
 ML0783.adjusted by the NATIONAL GEODETIC SURVEY
 ML0783.in June 1991.
 ML0783
 ML0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0783.GEOID18 height accuracy estimate available here.
 ML0783
 ML0783.Click photographs - Photos may exist for this station.
 ML0783
 ML0783.The dynamic height is computed by dividing the NAVD 88
 ML0783.geopotential number by the normal gravity value computed on the
 ML0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0783.degrees latitude (g = 980.6199 gals.).
 ML0783
 ML0783.The modeled gravity was interpolated from observed gravity values.
 ML0783
 ML0783;                    North         East    Units  Estimated Accuracy
 ML0783;SPC NE       -   148,610.      516,290.      MT  (+/- 180 meters Scaled)
 ML0783
 ML0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML324581(NAD 83)
 ML0783
 ML0783                          SUPERSEDED SURVEY CONTROL
 ML0783
 ML0783  NGVD 29 (??/??/92)  793.137  (m)         2602.15   (f) ADJ UNCH    2 0
 ML0783
 ML0783.Superseded values are not recommended for survey control.
 ML0783
 ML0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0783.See file dsdata.pdf to determine how the superseded data were derived.
 ML0783
 ML0783_MARKER: DB = BENCH MARK DISK
 ML0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0783_STAMPING: J 321 1950
 ML0783_MARK LOGO: CGS
 ML0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0783+STABILITY: SURFACE MOTION
 ML0783
 ML0783  HISTORY     - Date     Condition        Report By
 ML0783  HISTORY     - 1950     MONUMENTED       CGS
 ML0783  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0783
 ML0783                          STATION DESCRIPTION
 ML0783
 ML0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0783'3 MI NW FROM OCONTO.
 ML0783'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0783'RAILROAD STATION AT OCONTO, 131 FEET NORTHEAST OF THE CENTER LINE
 ML0783'OF THE HIGHWAY, 79 FEET WEST OF THE CENTER LINE OF A PRIVATE
 ML0783'DRIVEWAY LEADING NORTH TO A FARMHOUSE, 47 FEET NORTHEAST OF THE
 ML0783'NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 10.4 FEET SOUTHEAST
 ML0783'OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 ML0783'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0783'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0783
 ML0783                          STATION RECOVERY (1985)
 ML0783
 ML0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0783'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0301 ***********************************************************************
 ML0301  DESIGNATION -  J 322
 ML0301  PID         -  ML0301
 ML0301  STATE/COUNTY-  NE/SHERMAN
 ML0301  COUNTRY     -  US
 ML0301  USGS QUAD   -  LOUP CITY (2017)
 ML0301
 ML0301                         *CURRENT SURVEY CONTROL
 ML0301  ______________________________________________________________________
 ML0301* NAD 83(1986) POSITION- 41 16 12.     (N) 098 54 03.     (W)   SCALED
 ML0301* NAVD 88 ORTHO HEIGHT -   665.190 (meters)     2182.38  (feet) ADJUSTED
 ML0301  ______________________________________________________________________
 ML0301  GEOID HEIGHT    -        -24.037 (meters)                     GEOID18
 ML0301  DYNAMIC HEIGHT  -        664.849 (meters)     2181.26  (feet) COMP
 ML0301  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 ML0301
 ML0301  VERT ORDER      -  FIRST     CLASS II
 ML0301
 ML0301.The horizontal coordinates were scaled from a map and have
 ML0301.an estimated accuracy of +/- 6 seconds.
 ML0301
 ML0301.The orthometric height was determined by differential leveling and
 ML0301.adjusted by the NATIONAL GEODETIC SURVEY
 ML0301.in June 1991.
 ML0301
 ML0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0301.GEOID18 height accuracy estimate available here.
 ML0301
 ML0301.Click photographs - Photos may exist for this station.
 ML0301
 ML0301.The dynamic height is computed by dividing the NAVD 88
 ML0301.geopotential number by the normal gravity value computed on the
 ML0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0301.degrees latitude (g = 980.6199 gals.).
 ML0301
 ML0301.The modeled gravity was interpolated from observed gravity values.
 ML0301
 ML0301;                    North         East    Units  Estimated Accuracy
 ML0301;SPC NE       -   160,090.      592,070.      MT  (+/- 180 meters Scaled)
 ML0301
 ML0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083687(NAD 83)
 ML0301
 ML0301                          SUPERSEDED SURVEY CONTROL
 ML0301
 ML0301  NGVD 29 (??/??/92)  664.944  (m)         2181.57   (f) ADJ UNCH    1 2
 ML0301
 ML0301.Superseded values are not recommended for survey control.
 ML0301
 ML0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0301.See file dsdata.pdf to determine how the superseded data were derived.
 ML0301
 ML0301_MARKER: DB = BENCH MARK DISK
 ML0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0301_STAMPING: J 322 1950
 ML0301_MARK LOGO: CGS
 ML0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0301+STABILITY: SURFACE MOTION
 ML0301
 ML0301  HISTORY     - Date     Condition        Report By
 ML0301  HISTORY     - 1950     MONUMENTED       CGS
 ML0301
 ML0301                          STATION DESCRIPTION
 ML0301
 ML0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0301'4.1 MI SE FROM LOUP CITY.
 ML0301'4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0301'RAILROAD FROM THE STATION AT LOUP CITY, 128 FEET NORTHEAST OF
 ML0301'MILEPOST 36, 19 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET
 ML0301'SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, SET
 ML0301'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 ML0301'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0720 ***********************************************************************
 ML0720  DESIGNATION -  J 323 RESET
 ML0720  PID         -  ML0720
 ML0720  STATE/COUNTY-  NE/VALLEY
 ML0720  COUNTRY     -  US
 ML0720  USGS QUAD   -  ARCADIA EAST (2017)
 ML0720
 ML0720                         *CURRENT SURVEY CONTROL
 ML0720  ______________________________________________________________________
 ML0720* NAD 83(1986) POSITION- 41 25 24.     (N) 099 03 19.     (W)   SCALED
 ML0720* NAVD 88 ORTHO HEIGHT -   677.39  (meters)     2222.4   (feet) RESET
 ML0720  ______________________________________________________________________
 ML0720  GEOID HEIGHT    -        -23.718 (meters)                     GEOID18
 ML0720  VERT ORDER      -  THIRD
 ML0720
 ML0720.The horizontal coordinates were scaled from a map and have
 ML0720.an estimated accuracy of +/- 6 seconds.
 ML0720
 ML0720.The orthometric height was computed from unverified reset data.
 ML0720
 ML0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0720.GEOID18 height accuracy estimate available here.
 ML0720
 ML0720.Click photographs - Photos may exist for this station.
 ML0720
 ML0720;                    North         East    Units  Estimated Accuracy
 ML0720;SPC NE       -   176,960.      578,950.      MT  (+/- 180 meters Scaled)
 ML0720
 ML0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML953857(NAD 83)
 ML0720
 ML0720                          SUPERSEDED SURVEY CONTROL
 ML0720
 ML0720.No superseded survey control is available for this station.
 ML0720
 ML0720_MARKER: DB = BENCH MARK DISK
 ML0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0720_STAMPING: J 323 RESET 1952
 ML0720_MARK LOGO: CGS
 ML0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0720+STABILITY: SURFACE MOTION
 ML0720
 ML0720  HISTORY     - Date     Condition        Report By
 ML0720  HISTORY     - 1952     MONUMENTED       NEDR
 ML0720
 ML0720                          STATION DESCRIPTION
 ML0720
 ML0720'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1952
 ML0720'4 MI E FROM ARCADIA.
 ML0720'4.0 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0720'ARCADIA, VALLEY COUNTY, 64 FEET EAST OF A 5-INCH STEEL POST
 ML0720'BEARING A WARNING SIGN FOR THE KANSAS-NEBRASKA NATURAL GAS LINE,
 ML0720'65 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET
 ML0720'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 ML0720'J 323 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0720'0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0924 ***********************************************************************
 ML0924  DESIGNATION -  J 324
 ML0924  PID         -  ML0924
 ML0924  STATE/COUNTY-  NE/BLAINE
 ML0924  COUNTRY     -  US
 ML0924  USGS QUAD   -  BREWSTER SE (2017)
 ML0924
 ML0924                         *CURRENT SURVEY CONTROL
 ML0924  ______________________________________________________________________
 ML0924* NAD 83(1986) POSITION- 41 48 56.     (N) 099 48 33.     (W)   SCALED
 ML0924* NAVD 88 ORTHO HEIGHT -   779.343 (meters)     2556.89  (feet) ADJUSTED
 ML0924  ______________________________________________________________________
 ML0924  GEOID HEIGHT    -        -22.446 (meters)                     GEOID18
 ML0924  DYNAMIC HEIGHT  -        778.957 (meters)     2555.63  (feet) COMP
 ML0924  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 ML0924
 ML0924  VERT ORDER      -  SECOND    CLASS 0
 ML0924
 ML0924.The horizontal coordinates were scaled from a map and have
 ML0924.an estimated accuracy of +/- 6 seconds.
 ML0924
 ML0924.The orthometric height was determined by differential leveling and
 ML0924.adjusted by the NATIONAL GEODETIC SURVEY
 ML0924.in June 1991.
 ML0924
 ML0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0924.GEOID18 height accuracy estimate available here.
 ML0924
 ML0924.Click photographs - Photos may exist for this station.
 ML0924
 ML0924.The dynamic height is computed by dividing the NAVD 88
 ML0924.geopotential number by the normal gravity value computed on the
 ML0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0924.degrees latitude (g = 980.6199 gals.).
 ML0924
 ML0924.The modeled gravity was interpolated from observed gravity values.
 ML0924
 ML0924;                    North         East    Units  Estimated Accuracy
 ML0924;SPC NE       -   220,100.      515,850.      MT  (+/- 180 meters Scaled)
 ML0924
 ML0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM327296(NAD 83)
 ML0924
 ML0924                          SUPERSEDED SURVEY CONTROL
 ML0924
 ML0924  NGVD 29 (??/??/92)  779.062  (m)         2555.97   (f) ADJ UNCH    2 0
 ML0924
 ML0924.Superseded values are not recommended for survey control.
 ML0924
 ML0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0924.See file dsdata.pdf to determine how the superseded data were derived.
 ML0924
 ML0924_MARKER: DB = BENCH MARK DISK
 ML0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0924_STAMPING: J 324 1950
 ML0924_MARK LOGO: CGS
 ML0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0924+STABILITY: SURFACE MOTION
 ML0924
 ML0924  HISTORY     - Date     Condition        Report By
 ML0924  HISTORY     - 1950     MONUMENTED       CGS
 ML0924
 ML0924                          STATION DESCRIPTION
 ML0924
 ML0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0924'9.2 MI NW FROM MILBURN.
 ML0924'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0924'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0924'THENCE 2.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, 1.0 MILE
 ML0924'SOUTHEAST OF AN ABANDONED FARMHOUSE, 0.5 MILE NORTHWEST OF A
 ML0924'CATTLE GUARD WHICH IS IN A NORTH AND SOUTH FENCE, 40 FEET NORTHEAST
 ML0924'OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST,
 ML0924'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0924'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1441 ***********************************************************************
 MK1441  DESIGNATION -  J 325
 MK1441  PID         -  MK1441
 MK1441  STATE/COUNTY-  NE/POLK
 MK1441  COUNTRY     -  US
 MK1441  USGS QUAD   -  CLARKS (2017)
 MK1441
 MK1441                         *CURRENT SURVEY CONTROL
 MK1441  ______________________________________________________________________
 MK1441* NAD 83(1986) POSITION- 41 08 52.     (N) 097 46 16.     (W)   SCALED
 MK1441* NAVD 88 ORTHO HEIGHT -   535.572 (meters)     1757.12  (feet) ADJUSTED
 MK1441  ______________________________________________________________________
 MK1441  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 MK1441  DYNAMIC HEIGHT  -        535.306 (meters)     1756.25  (feet) COMP
 MK1441  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 MK1441
 MK1441  VERT ORDER      -  SECOND    CLASS 0
 MK1441
 MK1441.The horizontal coordinates were scaled from a map and have
 MK1441.an estimated accuracy of +/- 6 seconds.
 MK1441
 MK1441.The orthometric height was determined by differential leveling and
 MK1441.adjusted by the NATIONAL GEODETIC SURVEY
 MK1441.in June 1991.
 MK1441
 MK1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1441.GEOID18 height accuracy estimate available here.
 MK1441
 MK1441.Click photographs - Photos may exist for this station.
 MK1441
 MK1441.The dynamic height is computed by dividing the NAVD 88
 MK1441.geopotential number by the normal gravity value computed on the
 MK1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1441.degrees latitude (g = 980.6199 gals.).
 MK1441
 MK1441.The modeled gravity was interpolated from observed gravity values.
 MK1441
 MK1441;                    North         East    Units  Estimated Accuracy
 MK1441;SPC NE       -   148,350.      687,030.      MT  (+/- 180 meters Scaled)
 MK1441
 MK1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL031558(NAD 83)
 MK1441
 MK1441                          SUPERSEDED SURVEY CONTROL
 MK1441
 MK1441  NGVD 29 (??/??/92)  535.356  (m)         1756.41   (f) ADJ UNCH    2 0
 MK1441
 MK1441.Superseded values are not recommended for survey control.
 MK1441
 MK1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1441.See file dsdata.pdf to determine how the superseded data were derived.
 MK1441
 MK1441_MARKER: DB = BENCH MARK DISK
 MK1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1441_STAMPING: J 325 1950
 MK1441_MARK LOGO: CGS
 MK1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1441+STABILITY: SURFACE MOTION
 MK1441
 MK1441  HISTORY     - Date     Condition        Report By
 MK1441  HISTORY     - 1950     MONUMENTED       CGS
 MK1441
 MK1441                          STATION DESCRIPTION
 MK1441
 MK1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1441'6 MI N FROM POLK.
 MK1441'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1441'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1441'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 MK1441'A GRAVELED ROAD, AT A ROAD INTERSECTION, 51 FEET SOUTH OF THE
 MK1441'CENTER LINE OF AN EAST AND WEST ROAD, 38 FEET WEST OF THE CENTER
 MK1441'LINE OF A NORTH AND SOUTH ROAD, 5 FEET SOUTH OF A TELEPHONE POLE,
 MK1441'12 FEET SOUTH OF A FENCE CORNER, 0.7 FOOT EAST OF A FENCE, 2.5
 MK1441'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1441'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1505 ***********************************************************************
 MK1505  DESIGNATION -  J 326
 MK1505  PID         -  MK1505
 MK1505  STATE/COUNTY-  NE/POLK
 MK1505  COUNTRY     -  US
 MK1505  USGS QUAD   -  OSCEOLA (2017)
 MK1505
 MK1505                         *CURRENT SURVEY CONTROL
 MK1505  ______________________________________________________________________
 MK1505* NAD 83(1986) POSITION- 41 10 54.     (N) 097 33 02.     (W)   SCALED
 MK1505* NAVD 88 ORTHO HEIGHT -   496.040 (meters)     1627.42  (feet) ADJUSTED
 MK1505  ______________________________________________________________________
 MK1505  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 MK1505  DYNAMIC HEIGHT  -        495.797 (meters)     1626.63  (feet) COMP
 MK1505  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 MK1505
 MK1505  VERT ORDER      -  SECOND    CLASS 0
 MK1505
 MK1505.The horizontal coordinates were scaled from a map and have
 MK1505.an estimated accuracy of +/- 6 seconds.
 MK1505
 MK1505.The orthometric height was determined by differential leveling and
 MK1505.adjusted by the NATIONAL GEODETIC SURVEY
 MK1505.in June 1991.
 MK1505
 MK1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1505.GEOID18 height accuracy estimate available here.
 MK1505
 MK1505.Click photographs - Photos may exist for this station.
 MK1505
 MK1505.The dynamic height is computed by dividing the NAVD 88
 MK1505.geopotential number by the normal gravity value computed on the
 MK1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1505.degrees latitude (g = 980.6199 gals.).
 MK1505
 MK1505.The modeled gravity was interpolated from observed gravity values.
 MK1505
 MK1505;                    North         East    Units  Estimated Accuracy
 MK1505;SPC NE       -   152,610.      705,420.      MT  (+/- 180 meters Scaled)
 MK1505
 MK1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL215599(NAD 83)
 MK1505
 MK1505                          SUPERSEDED SURVEY CONTROL
 MK1505
 MK1505  NGVD 29 (??/??/92)  495.838  (m)         1626.76   (f) ADJ UNCH    2 0
 MK1505
 MK1505.Superseded values are not recommended for survey control.
 MK1505
 MK1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1505.See file dsdata.pdf to determine how the superseded data were derived.
 MK1505
 MK1505_MARKER: DB = BENCH MARK DISK
 MK1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1505_SP_SET: BRIDGE ABUTMENT
 MK1505_STAMPING: J 326 1950
 MK1505_MARK LOGO: CGS
 MK1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1505
 MK1505  HISTORY     - Date     Condition        Report By
 MK1505  HISTORY     - 1950     MONUMENTED       CGS
 MK1505  HISTORY     - 20221229 MARK NOT FOUND   NEPPD
 MK1505
 MK1505                          STATION DESCRIPTION
 MK1505
 MK1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1505'AT OSCEOLA.
 MK1505'AT OSCEOLA, 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD
 MK1505'FROM THE STATION, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD,
 MK1505'0.1 MILE NORTH OF U.S. HIGHWAY 30 A, 11 FEET EAST OF THE CENTER
 MK1505'LINE OF THE ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE
 MK1505'EAST END OF THE NORTH ABUTMENT OF A BRIDGE.
 MK1505
 MK1505                          STATION RECOVERY (2022)
 MK1505
 MK1505'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1462 ***********************************************************************
 MK1462  DESIGNATION -  J 327
 MK1462  PID         -  MK1462
 MK1462  STATE/COUNTY-  NE/POLK
 MK1462  COUNTRY     -  US
 MK1462  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1462
 MK1462                         *CURRENT SURVEY CONTROL
 MK1462  ______________________________________________________________________
 MK1462* NAD 83(1986) POSITION- 41 15 00.     (N) 097 34 45.     (W)   SCALED
 MK1462* NAVD 88 ORTHO HEIGHT -   482.009 (meters)     1581.39  (feet) ADJUSTED
 MK1462  ______________________________________________________________________
 MK1462  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 MK1462  DYNAMIC HEIGHT  -        481.781 (meters)     1580.64  (feet) COMP
 MK1462  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 MK1462
 MK1462  VERT ORDER      -  SECOND    CLASS 0
 MK1462
 MK1462.The horizontal coordinates were scaled from a map and have
 MK1462.an estimated accuracy of +/- 6 seconds.
 MK1462
 MK1462.The orthometric height was determined by differential leveling and
 MK1462.adjusted by the NATIONAL GEODETIC SURVEY
 MK1462.in June 1991.
 MK1462
 MK1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1462.GEOID18 height accuracy estimate available here.
 MK1462
 MK1462.Click photographs - Photos may exist for this station.
 MK1462
 MK1462.The dynamic height is computed by dividing the NAVD 88
 MK1462.geopotential number by the normal gravity value computed on the
 MK1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1462.degrees latitude (g = 980.6199 gals.).
 MK1462
 MK1462.The modeled gravity was interpolated from observed gravity values.
 MK1462
 MK1462;                    North         East    Units  Estimated Accuracy
 MK1462;SPC NE       -   160,130.      702,810.      MT  (+/- 180 meters Scaled)
 MK1462
 MK1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL190674(NAD 83)
 MK1462
 MK1462                          SUPERSEDED SURVEY CONTROL
 MK1462
 MK1462  NGVD 29 (??/??/92)  481.808  (m)         1580.73   (f) ADJ UNCH    2 0
 MK1462
 MK1462.Superseded values are not recommended for survey control.
 MK1462
 MK1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1462.See file dsdata.pdf to determine how the superseded data were derived.
 MK1462
 MK1462_MARKER: DB = BENCH MARK DISK
 MK1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1462_STAMPING: J 327 1950
 MK1462_MARK LOGO: CGS
 MK1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1462+STABILITY: SURFACE MOTION
 MK1462
 MK1462  HISTORY     - Date     Condition        Report By
 MK1462  HISTORY     - 1950     MONUMENTED       CGS
 MK1462  HISTORY     - 20101001 MARK NOT FOUND   INDIV
 MK1462
 MK1462                          STATION DESCRIPTION
 MK1462
 MK1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1462'8.6 MI SE FROM SILVER CREEK.
 MK1462'4.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1462'SILVER CREEK, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, AT
 MK1462'A ROAD INTERSECTION, 0.15 MILE WEST OF A LARGE RED BARN, 89 FEET
 MK1462'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH
 MK1462'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 53 FEET EAST OF A
 MK1462'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2.1 FEET WEST OF A WITNESS
 MK1462'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1462'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK K 327.
 MK1462
 MK1462                          STATION RECOVERY (2010)
 MK1462
 MK1462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1351 ***********************************************************************
 MK1351  DESIGNATION -  J 328
 MK1351  PID         -  MK1351
 MK1351  STATE/COUNTY-  NE/COLFAX
 MK1351  COUNTRY     -  US
 MK1351  USGS QUAD   -  SCHUYLER (2017)
 MK1351
 MK1351                         *CURRENT SURVEY CONTROL
 MK1351  ______________________________________________________________________
 MK1351* NAD 83(1986) POSITION- 41 26 49.4    (N) 097 03 31.4    (W)   HD_HELD2
 MK1351* NAVD 88 ORTHO HEIGHT -   412.989 (meters)     1354.95  (feet) ADJUSTED
 MK1351  ______________________________________________________________________
 MK1351  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 MK1351  DYNAMIC HEIGHT  -        412.810 (meters)     1354.36  (feet) COMP
 MK1351  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 MK1351
 MK1351  VERT ORDER      -  SECOND    CLASS 0
 MK1351
 MK1351.The horizontal coordinates were established by autonomous hand held GPS
 MK1351.observations and have an estimated accuracy of +/- 10 meters.
 MK1351
 MK1351.The orthometric height was determined by differential leveling and
 MK1351.adjusted by the NATIONAL GEODETIC SURVEY
 MK1351.in June 1991.
 MK1351
 MK1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1351.GEOID18 height accuracy estimate available here.
 MK1351
 MK1351.Click photographs - Photos may exist for this station.
 MK1351
 MK1351.The dynamic height is computed by dividing the NAVD 88
 MK1351.geopotential number by the normal gravity value computed on the
 MK1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1351.degrees latitude (g = 980.6199 gals.).
 MK1351
 MK1351.The modeled gravity was interpolated from observed gravity values.
 MK1351
 MK1351;                    North         East    Units  Estimated Accuracy
 MK1351;SPC NE       -   183,343.      745,654.      MT  (+/- 10 meters HH2 GPS)
 MK1351
 MK1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6216090205(NAD 83)
 MK1351
 MK1351                          SUPERSEDED SURVEY CONTROL
 MK1351
 MK1351  NGVD 29 (??/??/92)  412.821  (m)         1354.40   (f) ADJ UNCH    2 0
 MK1351
 MK1351.Superseded values are not recommended for survey control.
 MK1351
 MK1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1351.See file dsdata.pdf to determine how the superseded data were derived.
 MK1351
 MK1351_MARKER: DB = BENCH MARK DISK
 MK1351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1351_SP_SET: BUILDING WALL
 MK1351_STAMPING: J 328 1950
 MK1351_MARK LOGO: CGS
 MK1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1351+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2009
 MK1351
 MK1351  HISTORY     - Date     Condition        Report By
 MK1351  HISTORY     - 1950     MONUMENTED       CGS
 MK1351  HISTORY     - 19890414 GOOD             NEDR
 MK1351  HISTORY     - 20090208 GOOD             THOMDD
 MK1351
 MK1351                          STATION DESCRIPTION
 MK1351
 MK1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1351'AT SCHUYLER.
 MK1351'AT SCHUYLER, 14.6 FEET NORTH OF THE SOUTHEAST CORNER OF AND SET
 MK1351'VERTICALLY 3.0 FEET ABOVE THE GROUND IN THE EAST BRICK WALL OF THE
 MK1351'POST OFFICE.
 MK1351
 MK1351                          STATION RECOVERY (1989)
 MK1351
 MK1351'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1351'SET VERTICALLY IN THE EAST WALL OF THE SCHUYLER POST OFFICE BUILDING,
 MK1351'AT THE INTERSECTION OF A STREET AND EAST 11TH STREET, 14.6 FT (4.5 M)
 MK1351'NORTH OF THE SOUTHEAST CORNER OF THE POST OFFICE, 74.0 FT (22.6 M)
 MK1351'WEST OF THE CENTERLINE OF A STREET AND 3.0 FT (0.9 M) ABOVE THE
 MK1351'GROUND.
 MK1351
 MK1351                          STATION RECOVERY (2009)
 MK1351
 MK1351'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2009 (MTC)
 MK1351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2196 ***********************************************************************
 MK2196  DESIGNATION -  J 329 RESET
 MK2196  PID         -  MK2196
 MK2196  STATE/COUNTY-  NE/COLFAX
 MK2196  COUNTRY     -  US
 MK2196  USGS QUAD   -  SCHUYLER (2017)
 MK2196
 MK2196                         *CURRENT SURVEY CONTROL
 MK2196  ______________________________________________________________________
 MK2196* NAD 83(1986) POSITION- 41 26 13.84   (N) 097 03 35.51   (W)   HD_HELD1
 MK2196* NAVD 88 ORTHO HEIGHT -   411.40  (meters)     1349.7   (feet) RESET
 MK2196  ______________________________________________________________________
 MK2196  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 MK2196  VERT ORDER      -  THIRD
 MK2196
 MK2196.The horizontal coordinates were determined by differentially corrected
 MK2196.hand held GPS observations or other comparable positioning techniques
 MK2196.and have an estimated accuracy of +/- 3 meters.
 MK2196
 MK2196.The orthometric height was computed from unverified reset data.
 MK2196
 MK2196.No vertical observational check was made to the station.
 MK2196
 MK2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2196.GEOID18 height accuracy estimate available here.
 MK2196
 MK2196.Click photographs - Photos may exist for this station.
 MK2196
 MK2196;                    North         East    Units  Estimated Accuracy
 MK2196;SPC NE       -   182,243.5     745,596.1     MT  (+/- 3 meters HH1 GPS) 
 MK2196
 MK2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6208989106(NAD 83)
 MK2196
 MK2196                          SUPERSEDED SURVEY CONTROL
 MK2196
 MK2196  NGVD 29 (01/31/13)  411.23   (m)         1349.2    (f) RESET       3  
 MK2196
 MK2196.Superseded values are not recommended for survey control.
 MK2196
 MK2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2196.See file dsdata.pdf to determine how the superseded data were derived.
 MK2196
 MK2196_MARKER: DV = VERTICAL CONTROL DISK
 MK2196_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MK2196_SP_SET: RETAINING WALL
 MK2196_STAMPING: J 329 RESET 1991
 MK2196_MARK LOGO: NGS
 MK2196_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2196+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 MK2196
 MK2196  HISTORY     - Date     Condition        Report By
 MK2196  HISTORY     - 1991     MONUMENTED       NEDR
 MK2196  HISTORY     - 20100510 GOOD             INDIV
 MK2196  HISTORY     - 20221214 GOOD             NEPPD
 MK2196
 MK2196                          STATION DESCRIPTION
 MK2196
 MK2196'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MK2196'ABOUT 0.75 MILES (1.21 KM) SOUTH FROM SCHUYLER AND IN THE TOP OF THE
 MK2196'NORTHWEST WINGWALL OF BRIDGE NUMBER 10746 FOR STATE HIGHWAY 15 OVER
 MK2196'LOST CREEK, FROM THE POST OFFICE IN SCHUYLER GO WEST ON EAST 11TH
 MK2196'STREET FOR 1 BLOCK TO STATE HIGHWAY 15.  TURN LEFT AND GO SOUTH ON
 MK2196'HIGHWAY 15 FOR 0.75 MI (1.21 KM) TO THE BRIDGE AND THE BENCH MARK,
 MK2196'23.0 FT (7.0 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, AT THE NORTH
 MK2196'END OF THE BRIDGE.
 MK2196
 MK2196                          STATION RECOVERY (2010)
 MK2196
 MK2196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK2196'RECOVERED IN GOOD CONDITION.
 MK2196
 MK2196                          STATION RECOVERY (2022)
 MK2196
 MK2196'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK2196'THE MARK IS TOO CLOSE TO ROAD TO GET AN ACCURATE GPS OBSERVATION ON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0908 ***********************************************************************
 MK0908  DESIGNATION -  J 330
 MK0908  PID         -  MK0908
 MK0908  STATE/COUNTY-  NE/SAUNDERS
 MK0908  COUNTRY     -  US
 MK0908  USGS QUAD   -  NORTH BEND (2017)
 MK0908
 MK0908                         *CURRENT SURVEY CONTROL
 MK0908  ______________________________________________________________________
 MK0908* NAD 83(1986) POSITION- 41 25 59.     (N) 096 46 15.     (W)   SCALED
 MK0908* NAVD 88 ORTHO HEIGHT -   389.782 (meters)     1278.81  (feet) ADJUSTED
 MK0908  ______________________________________________________________________
 MK0908  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 MK0908  DYNAMIC HEIGHT  -        389.614 (meters)     1278.26  (feet) COMP
 MK0908  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 MK0908
 MK0908  VERT ORDER      -  SECOND    CLASS 0
 MK0908
 MK0908.The horizontal coordinates were scaled from a map and have
 MK0908.an estimated accuracy of +/- 6 seconds.
 MK0908
 MK0908.The orthometric height was determined by differential leveling and
 MK0908.adjusted by the NATIONAL GEODETIC SURVEY
 MK0908.in June 1991.
 MK0908
 MK0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0908.GEOID18 height accuracy estimate available here.
 MK0908
 MK0908.Click photographs - Photos may exist for this station.
 MK0908
 MK0908.The dynamic height is computed by dividing the NAVD 88
 MK0908.geopotential number by the normal gravity value computed on the
 MK0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0908.degrees latitude (g = 980.6199 gals.).
 MK0908
 MK0908.The modeled gravity was interpolated from observed gravity values.
 MK0908
 MK0908;                    North         East    Units  Estimated Accuracy
 MK0908;SPC NE       -   182,650.      769,750.      MT  (+/- 180 meters Scaled)
 MK0908
 MK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL862892(NAD 83)
 MK0908
 MK0908                          SUPERSEDED SURVEY CONTROL
 MK0908
 MK0908  NGVD 29 (??/??/92)  389.630  (m)         1278.31   (f) ADJ UNCH    2 0
 MK0908
 MK0908.Superseded values are not recommended for survey control.
 MK0908
 MK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0908.See file dsdata.pdf to determine how the superseded data were derived.
 MK0908
 MK0908_MARKER: DB = BENCH MARK DISK
 MK0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0908_STAMPING: J 330 1950
 MK0908_MARK LOGO: CGS
 MK0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0908+STABILITY: SURFACE MOTION
 MK0908
 MK0908  HISTORY     - Date     Condition        Report By
 MK0908  HISTORY     - 1950     MONUMENTED       CGS
 MK0908
 MK0908                          STATION DESCRIPTION
 MK0908
 MK0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0908'0.3 MI W FROM MORSE BLUFF.
 MK0908'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0908'WESTERN RAILROAD STATION AT MORSE BLUFF, 79 FEET WEST OF THE
 MK0908'CENTER LINE OF STATE HIGHWAY 79, 38 FEET NORTH OF THE CENTER
 MK0908'LINE OF AN EAST AND WEST ROAD, 42 FEET SOUTH OF THE SOUTH RAIL
 MK0908'OF THE CHICAGO AND NORTH WESTERN RAILROAD, 4.5 FEET EAST OF A
 MK0908'TELEPHONE POLE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE
 MK0908'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1339 ***********************************************************************
 MK1339  DESIGNATION -  J 331
 MK1339  PID         -  MK1339
 MK1339  STATE/COUNTY-  NE/BUTLER
 MK1339  COUNTRY     -  US
 MK1339  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1339
 MK1339                         *CURRENT SURVEY CONTROL
 MK1339  ______________________________________________________________________
 MK1339* NAD 83(1986) POSITION- 41 21 07.     (N) 097 09 27.     (W)   SCALED
 MK1339* NAVD 88 ORTHO HEIGHT -   431.487 (meters)     1415.64  (feet) ADJUSTED
 MK1339  ______________________________________________________________________
 MK1339  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 MK1339  DYNAMIC HEIGHT  -        431.292 (meters)     1415.00  (feet) COMP
 MK1339  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 MK1339
 MK1339  VERT ORDER      -  SECOND    CLASS 0
 MK1339
 MK1339.The horizontal coordinates were scaled from a map and have
 MK1339.an estimated accuracy of +/- 6 seconds.
 MK1339
 MK1339.The orthometric height was determined by differential leveling and
 MK1339.adjusted by the NATIONAL GEODETIC SURVEY
 MK1339.in June 1991.
 MK1339
 MK1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1339.GEOID18 height accuracy estimate available here.
 MK1339
 MK1339.Click photographs - Photos may exist for this station.
 MK1339
 MK1339.The dynamic height is computed by dividing the NAVD 88
 MK1339.geopotential number by the normal gravity value computed on the
 MK1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1339.degrees latitude (g = 980.6199 gals.).
 MK1339
 MK1339.The modeled gravity was interpolated from observed gravity values.
 MK1339
 MK1339;                    North         East    Units  Estimated Accuracy
 MK1339;SPC NE       -   172,510.      737,750.      MT  (+/- 180 meters Scaled)
 MK1339
 MK1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL541794(NAD 83)
 MK1339
 MK1339                          SUPERSEDED SURVEY CONTROL
 MK1339
 MK1339  NGVD 29 (??/??/92)  431.314  (m)         1415.07   (f) ADJ UNCH    2 0
 MK1339
 MK1339.Superseded values are not recommended for survey control.
 MK1339
 MK1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1339.See file dsdata.pdf to determine how the superseded data were derived.
 MK1339
 MK1339_MARKER: DB = BENCH MARK DISK
 MK1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1339_STAMPING: J 331 1950
 MK1339_MARK LOGO: CGS
 MK1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1339+STABILITY: SURFACE MOTION
 MK1339
 MK1339  HISTORY     - Date     Condition        Report By
 MK1339  HISTORY     - 1950     MONUMENTED       CGS
 MK1339
 MK1339                          STATION DESCRIPTION
 MK1339
 MK1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1339'4.8 MI NE FROM BELLWOOD.
 MK1339'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1339'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1339'ALONG A GRAVELED ROAD, THENCE 1.0 MILES EAST ALONG A GRAVELED
 MK1339'ROAD, 41 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1339'35 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21
 MK1339'FEET SOUTH OF A 24 INCH COTTONWOOD TREE, 7.6 FEET NORTH OF A
 MK1339'POWER POLE, 1 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS
 MK1339'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1339'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0186 ***********************************************************************
 ML0186  DESIGNATION -  J 332
 ML0186  PID         -  ML0186
 ML0186  STATE/COUNTY-  NE/MERRICK
 ML0186  COUNTRY     -  US
 ML0186  USGS QUAD   -  ARCHER (2017)
 ML0186
 ML0186                         *CURRENT SURVEY CONTROL
 ML0186  ______________________________________________________________________
 ML0186* NAD 83(1986) POSITION- 41 12 46.     (N) 098 14 55.     (W)   SCALED
 ML0186* NAVD 88 ORTHO HEIGHT -   546.410 (meters)     1792.68  (feet) ADJUSTED
 ML0186  ______________________________________________________________________
 ML0186  GEOID HEIGHT    -        -24.837 (meters)                     GEOID18
 ML0186  DYNAMIC HEIGHT  -        546.143 (meters)     1791.80  (feet) COMP
 ML0186  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 ML0186
 ML0186  VERT ORDER      -  SECOND    CLASS 0
 ML0186
 ML0186.The horizontal coordinates were scaled from a map and have
 ML0186.an estimated accuracy of +/- 6 seconds.
 ML0186
 ML0186.The orthometric height was determined by differential leveling and
 ML0186.adjusted by the NATIONAL GEODETIC SURVEY
 ML0186.in June 1991.
 ML0186
 ML0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0186.GEOID18 height accuracy estimate available here.
 ML0186
 ML0186.Click photographs - Photos may exist for this station.
 ML0186
 ML0186.The dynamic height is computed by dividing the NAVD 88
 ML0186.geopotential number by the normal gravity value computed on the
 ML0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0186.degrees latitude (g = 980.6199 gals.).
 ML0186
 ML0186.The modeled gravity was interpolated from observed gravity values.
 ML0186
 ML0186;                    North         East    Units  Estimated Accuracy
 ML0186;SPC NE       -   154,640.      646,820.      MT  (+/- 180 meters Scaled)
 ML0186
 ML0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL629626(NAD 83)
 ML0186
 ML0186                          SUPERSEDED SURVEY CONTROL
 ML0186
 ML0186  NGVD 29 (??/??/92)  546.177  (m)         1791.92   (f) ADJ UNCH    2 0
 ML0186
 ML0186.Superseded values are not recommended for survey control.
 ML0186
 ML0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0186.See file dsdata.pdf to determine how the superseded data were derived.
 ML0186
 ML0186_MARKER: DB = BENCH MARK DISK
 ML0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0186_STAMPING: J 332 1950
 ML0186_MARK LOGO: CGS
 ML0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0186+STABILITY: SURFACE MOTION
 ML0186
 ML0186  HISTORY     - Date     Condition        Report By
 ML0186  HISTORY     - 1950     MONUMENTED       CGS
 ML0186
 ML0186                          STATION DESCRIPTION
 ML0186
 ML0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0186'1 MI SE FROM PALMER.
 ML0186'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0186'RAILROAD FROM THE STATION AT PALMER, 0.2 MILE SOUTHEAST OF A
 ML0186'NORTH AND SOUTH GRAVELED ROAD, 140 FEET EAST OF THE NORTHEAST
 ML0186'CORNER OF A GRAIN BIN, 75 FEET NORTHWEST OF A POWER POLE, 46 FEET
 ML0186'NORTHEAST OF THE NORTHEAST RAIL, 9.5 FEET WEST OF A FENCE CORNER,
 ML0186'1.4 FEET SOUTH OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST,
 ML0186'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0186'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1363 ***********************************************************************
 MK1363  DESIGNATION -  J 333
 MK1363  PID         -  MK1363
 MK1363  STATE/COUNTY-  NE/MERRICK
 MK1363  COUNTRY     -  US
 MK1363  USGS QUAD   -  POLK NW (2017)
 MK1363
 MK1363                         *CURRENT SURVEY CONTROL
 MK1363  ______________________________________________________________________
 MK1363* NAD 83(1986) POSITION- 41 09 16.     (N) 097 57 49.     (W)   SCALED
 MK1363* NAVD 88 ORTHO HEIGHT -   509.988 (meters)     1673.19  (feet) ADJUSTED
 MK1363  ______________________________________________________________________
 MK1363  GEOID HEIGHT    -        -25.251 (meters)                     GEOID18
 MK1363  DYNAMIC HEIGHT  -        509.739 (meters)     1672.37  (feet) COMP
 MK1363  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 MK1363
 MK1363  VERT ORDER      -  FIRST     CLASS II
 MK1363
 MK1363.The horizontal coordinates were scaled from a map and have
 MK1363.an estimated accuracy of +/- 6 seconds.
 MK1363
 MK1363.The orthometric height was determined by differential leveling and
 MK1363.adjusted by the NATIONAL GEODETIC SURVEY
 MK1363.in June 1991.
 MK1363
 MK1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1363.GEOID18 height accuracy estimate available here.
 MK1363
 MK1363.Click photographs - Photos may exist for this station.
 MK1363
 MK1363.The dynamic height is computed by dividing the NAVD 88
 MK1363.geopotential number by the normal gravity value computed on the
 MK1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1363.degrees latitude (g = 980.6199 gals.).
 MK1363
 MK1363.The modeled gravity was interpolated from observed gravity values.
 MK1363
 MK1363;                    North         East    Units  Estimated Accuracy
 MK1363;SPC NE       -   148,690.      670,860.      MT  (+/- 180 meters Scaled)
 MK1363
 MK1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL869564(NAD 83)
 MK1363
 MK1363                          SUPERSEDED SURVEY CONTROL
 MK1363
 MK1363  NGVD 29 (??/??/92)  509.773  (m)         1672.48   (f) ADJ UNCH    1 2
 MK1363
 MK1363.Superseded values are not recommended for survey control.
 MK1363
 MK1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1363.See file dsdata.pdf to determine how the superseded data were derived.
 MK1363
 MK1363_MARKER: DB = BENCH MARK DISK
 MK1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1363_STAMPING: J 333 1950
 MK1363_MARK LOGO: CGS
 MK1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1363+STABILITY: SURFACE MOTION
 MK1363
 MK1363  HISTORY     - Date     Condition        Report By
 MK1363  HISTORY     - 1950     MONUMENTED       CGS
 MK1363
 MK1363                          STATION DESCRIPTION
 MK1363
 MK1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1363'3.7 MI NE FROM CENTRAL CITY.
 MK1363'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1363'STATION AT CENTRAL CITY, THENCE 1.0 MILE NORTH ALONG A GRADED
 MK1363'DIRT ROAD, 98 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1363'ROAD, 62 FEET WEST OF A FENCE, 31 FEET WEST OF A FENCE CORNER,
 MK1363'25 FEET SOUTHWEST OF A POWER POLE, 14 FEET NORTH OF THE CENTER
 MK1363'LINE OF A TRACK ROAD LEADING WEST ALONG THE SOUTH SIDE OF A FENCE,
 MK1363'2.3 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET
 MK1363'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 MK1363'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0170 ***********************************************************************
 LH0170  DESIGNATION -  J 334
 LH0170  PID         -  LH0170
 LH0170  STATE/COUNTY-  NE/HAMILTON
 LH0170  COUNTRY     -  US
 LH0170  USGS QUAD   -  PHILLIPS (2017)
 LH0170
 LH0170                         *CURRENT SURVEY CONTROL
 LH0170  ______________________________________________________________________
 LH0170* NAD 83(1986) POSITION- 40 59 08.     (N) 098 07 56.     (W)   SCALED
 LH0170* NAVD 88 ORTHO HEIGHT -   540.696 (meters)     1773.93  (feet) ADJUSTED
 LH0170  ______________________________________________________________________
 LH0170  GEOID HEIGHT    -        -25.315 (meters)                     GEOID18
 LH0170  DYNAMIC HEIGHT  -        540.417 (meters)     1773.02  (feet) COMP
 LH0170  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 LH0170
 LH0170  VERT ORDER      -  SECOND    CLASS 0
 LH0170
 LH0170.The horizontal coordinates were scaled from a map and have
 LH0170.an estimated accuracy of +/- 6 seconds.
 LH0170
 LH0170.The orthometric height was determined by differential leveling and
 LH0170.adjusted by the NATIONAL GEODETIC SURVEY
 LH0170.in June 1991.
 LH0170
 LH0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0170.GEOID18 height accuracy estimate available here.
 LH0170
 LH0170.Click photographs - Photos may exist for this station.
 LH0170
 LH0170.The dynamic height is computed by dividing the NAVD 88
 LH0170.geopotential number by the normal gravity value computed on the
 LH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0170.degrees latitude (g = 980.6199 gals.).
 LH0170
 LH0170.The modeled gravity was interpolated from observed gravity values.
 LH0170
 LH0170;                    North         East    Units  Estimated Accuracy
 LH0170;SPC NE       -   129,630.      657,120.      MT  (+/- 180 meters Scaled)
 LH0170
 LH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL729375(NAD 83)
 LH0170
 LH0170                          SUPERSEDED SURVEY CONTROL
 LH0170
 LH0170  NGVD 29 (??/??/92)  540.462  (m)         1773.17   (f) ADJ UNCH    2 0
 LH0170
 LH0170.Superseded values are not recommended for survey control.
 LH0170
 LH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0170.See file dsdata.pdf to determine how the superseded data were derived.
 LH0170
 LH0170_MARKER: DB = BENCH MARK DISK
 LH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0170_STAMPING: J 334 1950
 LH0170_MARK LOGO: CGS
 LH0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0170+STABILITY: SURFACE MOTION
 LH0170
 LH0170  HISTORY     - Date     Condition        Report By
 LH0170  HISTORY     - 1950     MONUMENTED       CGS
 LH0170
 LH0170                          STATION DESCRIPTION
 LH0170
 LH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0170'4.2 MI SE FROM CHAPMAN.
 LH0170'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0170'RALROAD STATION AT CHAPMAN, THENCE 3.3 MILES SOUTH ALONG A
 LH0170'GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED ROAD,
 LH0170'AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 117 FEET NORTH OF
 LH0170'A GROUND OF TREES WHICH ARE ON THE WEST SIDE OF THE NORTH AND
 LH0170'SOUTH ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 LH0170'ROAD, 68 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD LEADING
 LH0170'SOUTH, 1.8 FEET NORTHEAST OF A FENCE, 1.0 FOOT NORTHWEST OF A
 LH0170'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0170'0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1321 ***********************************************************************
 MK1321  DESIGNATION -  J 335
 MK1321  PID         -  MK1321
 MK1321  STATE/COUNTY-  NE/POLK
 MK1321  COUNTRY     -  US
 MK1321  USGS QUAD   -  COLUMBUS SW (2017)
 MK1321
 MK1321                         *CURRENT SURVEY CONTROL
 MK1321  ______________________________________________________________________
 MK1321* NAD 83(1986) POSITION- 41 18 29.     (N) 097 23 12.     (W)   SCALED
 MK1321* NAVD 88 ORTHO HEIGHT -   455.497 (meters)     1494.41  (feet) ADJUSTED
 MK1321  ______________________________________________________________________
 MK1321  GEOID HEIGHT    -        -25.499 (meters)                     GEOID18
 MK1321  DYNAMIC HEIGHT  -        455.292 (meters)     1493.74  (feet) COMP
 MK1321  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 MK1321
 MK1321  VERT ORDER      -  SECOND    CLASS 0
 MK1321
 MK1321.The horizontal coordinates were scaled from a map and have
 MK1321.an estimated accuracy of +/- 6 seconds.
 MK1321
 MK1321.The orthometric height was determined by differential leveling and
 MK1321.adjusted by the NATIONAL GEODETIC SURVEY
 MK1321.in June 1991.
 MK1321
 MK1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1321.GEOID18 height accuracy estimate available here.
 MK1321
 MK1321.Click photographs - Photos may exist for this station.
 MK1321
 MK1321.The dynamic height is computed by dividing the NAVD 88
 MK1321.geopotential number by the normal gravity value computed on the
 MK1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1321.degrees latitude (g = 980.6199 gals.).
 MK1321
 MK1321.The modeled gravity was interpolated from observed gravity values.
 MK1321
 MK1321;                    North         East    Units  Estimated Accuracy
 MK1321;SPC NE       -   167,040.      718,740.      MT  (+/- 180 meters Scaled)
 MK1321
 MK1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL350742(NAD 83)
 MK1321
 MK1321                          SUPERSEDED SURVEY CONTROL
 MK1321
 MK1321  NGVD 29 (??/??/92)  455.315  (m)         1493.81   (f) ADJ UNCH    2 0
 MK1321
 MK1321.Superseded values are not recommended for survey control.
 MK1321
 MK1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1321.See file dsdata.pdf to determine how the superseded data were derived.
 MK1321
 MK1321_MARKER: DB = BENCH MARK DISK
 MK1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1321_STAMPING: J 335 1950
 MK1321_MARK LOGO: CGS
 MK1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1321+STABILITY: SURFACE MOTION
 MK1321
 MK1321  HISTORY     - Date     Condition        Report By
 MK1321  HISTORY     - 1950     MONUMENTED       CGS
 MK1321  HISTORY     - 20221221 MARK NOT FOUND   NEPPD
 MK1321
 MK1321                          STATION DESCRIPTION
 MK1321
 MK1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1321'10.1 MI SW FROM BELLWOOD.
 MK1321'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1321'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1321'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST
 MK1321'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY
 MK1321'81, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A ROAD
 MK1321'INTERSECTION, IN A NORTH AND SOUTH WINDBREAK, 61 FEET NORTH OF
 MK1321'THE CENTER LINE OF AN EAST AND WEST ROAD, 29 FEET WEST OF THE
 MK1321'CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF A FENCE,
 MK1321'2.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1321'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1321
 MK1321                          STATION RECOVERY (2022)
 MK1321
 MK1321'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0126 ***********************************************************************
 LH0126  DESIGNATION -  J 336
 LH0126  PID         -  LH0126
 LH0126  STATE/COUNTY-  NE/HAMILTON
 LH0126  COUNTRY     -  US
 LH0126  USGS QUAD   -  GILTNER (2017)
 LH0126
 LH0126                         *CURRENT SURVEY CONTROL
 LH0126  ______________________________________________________________________
 LH0126* NAD 83(1986) POSITION- 40 48 51.     (N) 098 10 06.     (W)   SCALED
 LH0126* NAVD 88 ORTHO HEIGHT -   560.237 (meters)     1838.04  (feet) ADJUSTED
 LH0126  ______________________________________________________________________
 LH0126  GEOID HEIGHT    -        -25.389 (meters)                     GEOID18
 LH0126  DYNAMIC HEIGHT  -        559.940 (meters)     1837.07  (feet) COMP
 LH0126  MODELED GRAVITY -    980,076.1   (mgal)                       NAVD 88
 LH0126
 LH0126  VERT ORDER      -  SECOND    CLASS 0
 LH0126
 LH0126.The horizontal coordinates were scaled from a map and have
 LH0126.an estimated accuracy of +/- 6 seconds.
 LH0126
 LH0126.The orthometric height was determined by differential leveling and
 LH0126.adjusted by the NATIONAL GEODETIC SURVEY
 LH0126.in June 1991.
 LH0126
 LH0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0126.GEOID18 height accuracy estimate available here.
 LH0126
 LH0126.Click photographs - Photos may exist for this station.
 LH0126
 LH0126.The dynamic height is computed by dividing the NAVD 88
 LH0126.geopotential number by the normal gravity value computed on the
 LH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0126.degrees latitude (g = 980.6199 gals.).
 LH0126
 LH0126.The modeled gravity was interpolated from observed gravity values.
 LH0126
 LH0126;                    North         East    Units  Estimated Accuracy
 LH0126;SPC NE       -   110,540.      654,490.      MT  (+/- 180 meters Scaled)
 LH0126
 LH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701184(NAD 83)
 LH0126
 LH0126                          SUPERSEDED SURVEY CONTROL
 LH0126
 LH0126  NGVD 29 (??/??/92)  560.002  (m)         1837.27   (f) ADJ UNCH    2 0
 LH0126
 LH0126.Superseded values are not recommended for survey control.
 LH0126
 LH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0126.See file dsdata.pdf to determine how the superseded data were derived.
 LH0126
 LH0126_MARKER: DB = BENCH MARK DISK
 LH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0126_STAMPING: J 336 1950
 LH0126_MARK LOGO: CGS
 LH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0126+STABILITY: SURFACE MOTION
 LH0126
 LH0126  HISTORY     - Date     Condition        Report By
 LH0126  HISTORY     - 1950     MONUMENTED       CGS
 LH0126
 LH0126                          STATION DESCRIPTION
 LH0126
 LH0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0126'7.5 MI SE FROM PHILLIPS.
 LH0126'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0126'FROM THE STATION AT PHILLIPS, THENCE 5.1 MILES SOUTH ALONG A
 LH0126'DIRT ROAD, AT A ROAD INTERSECTION, 56 FEET SOUTH OF THE CENTER
 LH0126'LINE OF AN EAST AND WEST ROAD, 26 FEET WEST OF THE CENTER LINE
 LH0126'OF A NORTH AND SOUTH ROAD, 30 FEET SOUTH OF A FENCE CORNER,
 LH0126'1.5 FEET EAST OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, SET
 LH0126'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 LH0126'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0466 ***********************************************************************
 NP0466  DESIGNATION -  J 340
 NP0466  PID         -  NP0466
 NP0466  STATE/COUNTY-  NE/SIOUX
 NP0466  COUNTRY     -  US
 NP0466  USGS QUAD   -  HARRISON WEST (2017)
 NP0466
 NP0466                         *CURRENT SURVEY CONTROL
 NP0466  ______________________________________________________________________
 NP0466* NAD 83(1986) POSITION- 42 40 45.     (N) 103 57 01.     (W)   SCALED
 NP0466* NAVD 88 ORTHO HEIGHT -  1501.217 (meters)     4925.24  (feet) ADJUSTED
 NP0466  ______________________________________________________________________
 NP0466  GEOID HEIGHT    -        -15.996 (meters)                     GEOID18
 NP0466  DYNAMIC HEIGHT  -       1500.323 (meters)     4922.31  (feet) COMP
 NP0466  MODELED GRAVITY -    979,972.1   (mgal)                       NAVD 88
 NP0466
 NP0466  VERT ORDER      -  FIRST     CLASS II
 NP0466
 NP0466.The horizontal coordinates were scaled from a map and have
 NP0466.an estimated accuracy of +/- 6 seconds.
 NP0466
 NP0466.The orthometric height was determined by differential leveling and
 NP0466.adjusted by the NATIONAL GEODETIC SURVEY
 NP0466.in June 1991.
 NP0466
 NP0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0466.GEOID18 height accuracy estimate available here.
 NP0466
 NP0466.Click photographs - Photos may exist for this station.
 NP0466
 NP0466.The dynamic height is computed by dividing the NAVD 88
 NP0466.geopotential number by the normal gravity value computed on the
 NP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0466.degrees latitude (g = 980.6199 gals.).
 NP0466
 NP0466.The modeled gravity was interpolated from observed gravity values.
 NP0466
 NP0466;                    North         East    Units  Estimated Accuracy
 NP0466;SPC NE       -   323,380.      176,380.      MT  (+/- 180 meters Scaled)
 NP0466
 NP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH860257(NAD 83)
 NP0466
 NP0466                          SUPERSEDED SURVEY CONTROL
 NP0466
 NP0466  NGVD 29 (??/??/92) 1500.514  (m)         4922.94   (f) ADJ UNCH    1 2
 NP0466
 NP0466.Superseded values are not recommended for survey control.
 NP0466
 NP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0466.See file dsdata.pdf to determine how the superseded data were derived.
 NP0466
 NP0466_MARKER: DB = BENCH MARK DISK
 NP0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0466_STAMPING: J 340 1954
 NP0466_MARK LOGO: CGS
 NP0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0466+STABILITY: SURFACE MOTION
 NP0466
 NP0466  HISTORY     - Date     Condition        Report By
 NP0466  HISTORY     - 1954     MONUMENTED       CGS
 NP0466
 NP0466                          STATION DESCRIPTION
 NP0466
 NP0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0466'3.5 MI W FROM HARRISON.
 NP0466'3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0466'THE STATION AT HARRISON, 2 1/2 POLES EAST OF MILEPOST 464, 96
 NP0466'FEET NORTH OF THE NORTH RAIL, 95 FEET WEST OF THE CENTER LINE OF
 NP0466'A PRIVATE ROAD, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 NP0466'SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 NP0466'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0466'IN THE NORTHEAST 1/4 OF SECTION 12, TOWNSHIP 31 NORTH, RANGE 57
 NP0466'WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0435 ***********************************************************************
 NP0435  DESIGNATION -  J 341
 NP0435  PID         -  NP0435
 NP0435  STATE/COUNTY-  NE/SIOUX
 NP0435  COUNTRY     -  US
 NP0435  USGS QUAD   -  GLEN (2017)
 NP0435
 NP0435                         *CURRENT SURVEY CONTROL
 NP0435  ______________________________________________________________________
 NP0435* NAD 83(1986) POSITION- 42 37 20.     (N) 103 32 04.     (W)   SCALED
 NP0435* NAVD 88 ORTHO HEIGHT -  1195.506 (meters)     3922.26  (feet) ADJUSTED
 NP0435  ______________________________________________________________________
 NP0435  GEOID HEIGHT    -        -17.275 (meters)                     GEOID18
 NP0435  DYNAMIC HEIGHT  -       1194.828 (meters)     3920.03  (feet) COMP
 NP0435  MODELED GRAVITY -    980,013.0   (mgal)                       NAVD 88
 NP0435
 NP0435  VERT ORDER      -  FIRST     CLASS II
 NP0435
 NP0435.The horizontal coordinates were scaled from a map and have
 NP0435.an estimated accuracy of +/- 6 seconds.
 NP0435
 NP0435.The orthometric height was determined by differential leveling and
 NP0435.adjusted by the NATIONAL GEODETIC SURVEY
 NP0435.in June 1991.
 NP0435
 NP0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0435.GEOID18 height accuracy estimate available here.
 NP0435
 NP0435.Click photographs - Photos may exist for this station.
 NP0435
 NP0435.The dynamic height is computed by dividing the NAVD 88
 NP0435.geopotential number by the normal gravity value computed on the
 NP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0435.degrees latitude (g = 980.6199 gals.).
 NP0435
 NP0435.The modeled gravity was interpolated from observed gravity values.
 NP0435
 NP0435;                    North         East    Units  Estimated Accuracy
 NP0435;SPC NE       -   315,580.      210,160.      MT  (+/- 180 meters Scaled)
 NP0435
 NP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH201199(NAD 83)
 NP0435
 NP0435                          SUPERSEDED SURVEY CONTROL
 NP0435
 NP0435  NGVD 29 (??/??/92) 1194.875  (m)         3920.19   (f) ADJ UNCH    1 2
 NP0435
 NP0435.Superseded values are not recommended for survey control.
 NP0435
 NP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0435.See file dsdata.pdf to determine how the superseded data were derived.
 NP0435
 NP0435_MARKER: DB = BENCH MARK DISK
 NP0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0435_SP_SET: PILLAR
 NP0435_STAMPING: J 341 1954
 NP0435_MARK LOGO: CGS
 NP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0435
 NP0435  HISTORY     - Date     Condition        Report By
 NP0435  HISTORY     - 1954     MONUMENTED       CGS
 NP0435
 NP0435                          STATION DESCRIPTION
 NP0435
 NP0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0435'7.9 MI SW FROM CRAWFORD.
 NP0435'7.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0435'FROM THE STATION AT CRAWFORD, 14 1/2 POLES SOUTHWEST OF MILEPOST
 NP0435'440, 6.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET BELOW THE
 NP0435'TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST EDGE OF THE
 NP0435'CONCRETE PILLAR UNDER THE SOUTHWEST END OF THE NORTHWEST STEEL
 NP0435'GIRDER OF BRIDGE 7.19.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0141 ***********************************************************************
 NP0141  DESIGNATION -  J 342
 NP0141  PID         -  NP0141
 NP0141  STATE/COUNTY-  NE/BOX BUTTE
 NP0141  COUNTRY     -  US
 NP0141  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0141
 NP0141                         *CURRENT SURVEY CONTROL
 NP0141  ______________________________________________________________________
 NP0141* NAD 83(1986) POSITION- 42 07 52.     (N) 102 54 36.     (W)   SCALED
 NP0141* NAVD 88 ORTHO HEIGHT -  1219.782 (meters)     4001.90  (feet) ADJUSTED
 NP0141  ______________________________________________________________________
 NP0141  GEOID HEIGHT    -        -18.611 (meters)                     GEOID18
 NP0141  DYNAMIC HEIGHT  -       1219.071 (meters)     3999.57  (feet) COMP
 NP0141  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 NP0141
 NP0141  VERT ORDER      -  FIRST     CLASS II
 NP0141
 NP0141.The horizontal coordinates were scaled from a map and have
 NP0141.an estimated accuracy of +/- 6 seconds.
 NP0141
 NP0141.The orthometric height was determined by differential leveling and
 NP0141.adjusted by the NATIONAL GEODETIC SURVEY
 NP0141.in June 1991.
 NP0141
 NP0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0141.GEOID18 height accuracy estimate available here.
 NP0141
 NP0141.Click photographs - Photos may exist for this station.
 NP0141
 NP0141.The dynamic height is computed by dividing the NAVD 88
 NP0141.geopotential number by the normal gravity value computed on the
 NP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0141.degrees latitude (g = 980.6199 gals.).
 NP0141
 NP0141.The modeled gravity was interpolated from observed gravity values.
 NP0141
 NP0141;                    North         East    Units  Estimated Accuracy
 NP0141;SPC NE       -   259,160.      259,510.      MT  (+/- 180 meters Scaled)
 NP0141
 NP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG727664(NAD 83)
 NP0141
 NP0141                          SUPERSEDED SURVEY CONTROL
 NP0141
 NP0141  NGVD 29 (??/??/92) 1219.192  (m)         3999.97   (f) ADJ UNCH    1 2
 NP0141
 NP0141.Superseded values are not recommended for survey control.
 NP0141
 NP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0141.See file dsdata.pdf to determine how the superseded data were derived.
 NP0141
 NP0141_MARKER: DB = BENCH MARK DISK
 NP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0141_STAMPING: J 342 1956
 NP0141_MARK LOGO: CGS
 NP0141_PROJECTION: PROJECTING 10 CENTIMETERS
 NP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0141+STABILITY: SURFACE MOTION
 NP0141
 NP0141  HISTORY     - Date     Condition        Report By
 NP0141  HISTORY     - 1956     MONUMENTED       CGS
 NP0141  HISTORY     - 1985     GOOD             NGS
 NP0141
 NP0141                          STATION DESCRIPTION
 NP0141
 NP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0141'3.5 MI NW FROM ALLIANCE.
 NP0141'3.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0141'RAILROAD FROM THE STATION AT ALLIANCE, 5 POLES SOUTHEAST OF A
 NP0141'ROAD CROSSING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 35.4 FEET
 NP0141'NORTHEAST OF MILEPOST 369, 5 FEET SOUTHEAST OF A TELEPHONE POLE,
 NP0141'3 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS
 NP0141'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0141'ABOVE THE GROUND, IN SECTION 22, TOWNSHIP 25 NORTH, RANGE 48
 NP0141'WEST.
 NP0141
 NP0141                          STATION RECOVERY (1985)
 NP0141
 NP0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0141'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.63 KM (3.5
 NP0141'MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 NP0141'AT ALLIANCE, NEAR THE FIRST POWER POLE SOUTHEAST OF MILEPOLE 369 AND
 NP0141'AT A OVER HEAD SIGNAL STAND FOR THE RAILROAD, 0.16 KM (0.1 MI)
 NP0141'SOUTHEAST OF THE CROSSING OF A DIRT ROAD, 9.2 METERS (30.2 FT)
 NP0141'NORTHEAST OF THE NORTHEAST RAIL, 17.44 METERS (57.2 FT) SOUTHEAST OF
 NP0141'THE MILEPOLE, 6.86 METERS (22.5 FT) EAST OF THE EAST CORNER OF THE
 NP0141'SOUTHEAST CONCRETE BASE OF THE SIGNAL AND 2.68 METERS (8.8 FT)
 NP0141'SOUTHEAST OF THE POWER POLE.
 NP0141'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 NP0141'THE MARK IS 1.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0284 ***********************************************************************
 NP0284  DESIGNATION -  J 343
 NP0284  PID         -  NP0284
 NP0284  STATE/COUNTY-  NE/DAWES
 NP0284  COUNTRY     -  US
 NP0284  USGS QUAD   -  BELMONT (2017)
 NP0284
 NP0284                         *CURRENT SURVEY CONTROL
 NP0284  ______________________________________________________________________
 NP0284* NAD 83(1986) POSITION- 42 30 42.     (N) 103 18 44.     (W)   SCALED
 NP0284* NAVD 88 ORTHO HEIGHT -  1318.376 (meters)     4325.37  (feet) ADJUSTED
 NP0284  ______________________________________________________________________
 NP0284  GEOID HEIGHT    -        -17.928 (meters)                     GEOID18
 NP0284  DYNAMIC HEIGHT  -       1317.600 (meters)     4322.83  (feet) COMP
 NP0284  MODELED GRAVITY -    979,987.1   (mgal)                       NAVD 88
 NP0284
 NP0284  VERT ORDER      -  FIRST     CLASS II
 NP0284
 NP0284.The horizontal coordinates were scaled from a map and have
 NP0284.an estimated accuracy of +/- 6 seconds.
 NP0284
 NP0284.The orthometric height was determined by differential leveling and
 NP0284.adjusted by the NATIONAL GEODETIC SURVEY
 NP0284.in June 1991.
 NP0284
 NP0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0284.GEOID18 height accuracy estimate available here.
 NP0284
 NP0284.Click photographs - Photos may exist for this station.
 NP0284
 NP0284.The dynamic height is computed by dividing the NAVD 88
 NP0284.geopotential number by the normal gravity value computed on the
 NP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0284.degrees latitude (g = 980.6199 gals.).
 NP0284
 NP0284.The modeled gravity was interpolated from observed gravity values.
 NP0284
 NP0284;                    North         East    Units  Estimated Accuracy
 NP0284;SPC NE       -   302,590.      227,910.      MT  (+/- 180 meters Scaled)
 NP0284
 NP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH386079(NAD 83)
 NP0284
 NP0284                          SUPERSEDED SURVEY CONTROL
 NP0284
 NP0284  NGVD 29 (??/??/92) 1317.715  (m)         4323.20   (f) ADJ UNCH    1 2
 NP0284
 NP0284.Superseded values are not recommended for survey control.
 NP0284
 NP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0284.See file dsdata.pdf to determine how the superseded data were derived.
 NP0284
 NP0284_MARKER: DB = BENCH MARK DISK
 NP0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0284_SP_SET: CULVERT HEADWALL
 NP0284_STAMPING: J 343 1956
 NP0284_MARK LOGO: CGS
 NP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0284+STABILITY: SURFACE MOTION
 NP0284
 NP0284  HISTORY     - Date     Condition        Report By
 NP0284  HISTORY     - 1956     MONUMENTED       CGS
 NP0284  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0284
 NP0284                          STATION DESCRIPTION
 NP0284
 NP0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0284'5.4 MI N FROM MARSLAND.
 NP0284'5.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0284'FROM THE STATION SIGN AT MARSLAND, 48 YARDS NORTHWEST OF MILEPOST
 NP0284'406, 7.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET BELOW
 NP0284'THE TOP OF THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST
 NP0284'END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, IN SECTION 4,
 NP0284'TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0284
 NP0284                          STATION RECOVERY (1985)
 NP0284
 NP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0284'NOT RECOVERED.  AREA DESCRIBED IS NOW COVERED WITH RAILROAD GRAVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0141 ***********************************************************************
 MN0141  DESIGNATION -  J 344
 MN0141  PID         -  MN0141
 MN0141  STATE/COUNTY-  NE/MORRILL
 MN0141  COUNTRY     -  US
 MN0141  USGS QUAD   -  BRIDGEPORT (2017)
 MN0141
 MN0141                         *CURRENT SURVEY CONTROL
 MN0141  ______________________________________________________________________
 MN0141* NAD 83(1986) POSITION- 41 41 46.     (N) 103 07 23.     (W)   SCALED
 MN0141* NAVD 88 ORTHO HEIGHT -  1123.253 (meters)     3685.21  (feet) ADJUSTED
 MN0141  ______________________________________________________________________
 MN0141  GEOID HEIGHT    -        -19.461 (meters)                     GEOID18
 MN0141  DYNAMIC HEIGHT  -       1122.549 (meters)     3682.90  (feet) COMP
 MN0141  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 MN0141
 MN0141  VERT ORDER      -  FIRST     CLASS II
 MN0141
 MN0141.The horizontal coordinates were scaled from a map and have
 MN0141.an estimated accuracy of +/- 6 seconds.
 MN0141
 MN0141.The orthometric height was determined by differential leveling and
 MN0141.adjusted by the NATIONAL GEODETIC SURVEY
 MN0141.in June 1991.
 MN0141
 MN0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0141.GEOID18 height accuracy estimate available here.
 MN0141
 MN0141.Click photographs - Photos may exist for this station.
 MN0141
 MN0141.The dynamic height is computed by dividing the NAVD 88
 MN0141.geopotential number by the normal gravity value computed on the
 MN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0141.degrees latitude (g = 980.6199 gals.).
 MN0141
 MN0141.The modeled gravity was interpolated from observed gravity values.
 MN0141
 MN0141;                    North         East    Units  Estimated Accuracy
 MN0141;SPC NE       -   211,510.      240,170.      MT  (+/- 180 meters Scaled)
 MN0141
 MN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG561177(NAD 83)
 MN0141
 MN0141                          SUPERSEDED SURVEY CONTROL
 MN0141
 MN0141  NGVD 29 (??/??/92) 1122.690  (m)         3683.36   (f) ADJ UNCH    1 2
 MN0141
 MN0141.Superseded values are not recommended for survey control.
 MN0141
 MN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0141.See file dsdata.pdf to determine how the superseded data were derived.
 MN0141
 MN0141_MARKER: DB = BENCH MARK DISK
 MN0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0141_SP_SET: ABUTMENT
 MN0141_STAMPING: J 344 1956
 MN0141_MARK LOGO: CGS
 MN0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0141
 MN0141  HISTORY     - Date     Condition        Report By
 MN0141  HISTORY     - 1956     MONUMENTED       CGS
 MN0141  HISTORY     - 1985     GOOD             NGS
 MN0141
 MN0141                          STATION DESCRIPTION
 MN0141
 MN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0141'2.8 MI N FROM BRIDGEPORT.
 MN0141'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0141'FROM THE STATION AT BRIDGEPORT, THENCE 0.4 MILE NORTHWEST ALONG
 MN0141'A CRUSHED ROCK ROAD, ON A BRANCH LINE OF THE CHICAGO, BURLINGTON
 MN0141'AND QUINCY RAILROAD, 77 FEET NORTHEAST OF THE CENTER LINE OF THE
 MN0141'ROAD, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.5 FOOT BELOW
 MN0141'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE
 MN0141'NORTHWEST ABUTMENT OF A BRIDGE UNDER THE RAILROAD, IN THE NORTHEAST
 MN0141'1/4 OF SECTION 19, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0141
 MN0141                          STATION RECOVERY (1985)
 MN0141
 MN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0141'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0141'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.  NOT
 MN0141'LEVELED TO THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0378 ***********************************************************************
 NP0378  DESIGNATION -  J 345
 NP0378  PID         -  NP0378
 NP0378  STATE/COUNTY-  NE/BOX BUTTE
 NP0378  COUNTRY     -  US
 NP0378  USGS QUAD   -  MARSLAND SW (2017)
 NP0378
 NP0378                         *CURRENT SURVEY CONTROL
 NP0378  ______________________________________________________________________
 NP0378* NAD 83(1986) POSITION- 42 18 34.     (N) 103 25 35.     (W)   SCALED
 NP0378* NAVD 88 ORTHO HEIGHT -  1396.709 (meters)     4582.37  (feet) POSTED
 NP0378  ______________________________________________________________________
 NP0378  GEOID HEIGHT    -        -18.053 (meters)                     GEOID18
 NP0378  DYNAMIC HEIGHT  -       1395.85  (meters)     4579.6   (feet) COMP
 NP0378  MODELED GRAVITY -    979,957.0   (mgal)                       NAVD 88
 NP0378
 NP0378  VERT ORDER      -  * POSTED, SEE BELOW
 NP0378
 NP0378.The horizontal coordinates were scaled from a map and have
 NP0378.an estimated accuracy of +/- 6 seconds.
 NP0378
 NP0378.The orthometric height was determined by differential leveling
 NP0378.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0378
 NP0378.* This is a POSTED BENCH MARK height.
 NP0378
 NP0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0378.GEOID18 height accuracy estimate available here.
 NP0378
 NP0378.Click photographs - Photos may exist for this station.
 NP0378
 NP0378.The dynamic height is computed by dividing the NAVD 88
 NP0378.geopotential number by the normal gravity value computed on the
 NP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0378.degrees latitude (g = 980.6199 gals.).
 NP0378
 NP0378.The modeled gravity was interpolated from observed gravity values.
 NP0378
 NP0378;                    North         East    Units  Estimated Accuracy
 NP0378;SPC NE       -   280,520.      217,640.      MT  (+/- 180 meters Scaled)
 NP0378
 NP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG296853(NAD 83)
 NP0378
 NP0378                          SUPERSEDED SURVEY CONTROL
 NP0378
 NP0378  NGVD 29 (??/??/92) 1396.015  (m)         4580.09   (f) ADJ UNCH    2 0
 NP0378
 NP0378.Superseded values are not recommended for survey control.
 NP0378
 NP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0378.See file dsdata.pdf to determine how the superseded data were derived.
 NP0378
 NP0378_MARKER: DB = BENCH MARK DISK
 NP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0378_STAMPING: J 345 1956
 NP0378_MARK LOGO: CGS
 NP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0378+STABILITY: SURFACE MOTION
 NP0378
 NP0378  HISTORY     - Date     Condition        Report By
 NP0378  HISTORY     - 1956     MONUMENTED       CGS
 NP0378  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0378
 NP0378                          STATION DESCRIPTION
 NP0378
 NP0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0378'19 MI W FROM HEMINGFORD.
 NP0378'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0378'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 87,
 NP0378'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 NP0378'MILES WEST ALONG A GRADED DIRT ROAD, 77 FEET EAST OF THE
 NP0378'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 16 FEET SOUTH
 NP0378'OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 28 FEET NORTH
 NP0378'OF A MAIL BOX, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 NP0378'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 NP0378'IN THE NORTHWEST 1/4 OF SECTION 20, TOWNSHIP 27 NORTH, RANGE
 NP0378'52 WEST.
 NP0378
 NP0378                          STATION RECOVERY (1981)
 NP0378
 NP0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1637 ***********************************************************************
 MK1637  DESIGNATION -  J 346
 MK1637  PID         -  MK1637
 MK1637  STATE/COUNTY-  NE/PLATTE
 MK1637  COUNTRY     -  US
 MK1637  USGS QUAD   -  LINDSAY (2017)
 MK1637
 MK1637                         *CURRENT SURVEY CONTROL
 MK1637  ______________________________________________________________________
 MK1637* NAD 83(1986) POSITION- 41 40 52.     (N) 097 39 41.     (W)   SCALED
 MK1637* NAVD 88 ORTHO HEIGHT -   527.636 (meters)     1731.09  (feet) ADJUSTED
 MK1637  ______________________________________________________________________
 MK1637  GEOID HEIGHT    -        -24.685 (meters)                     GEOID18
 MK1637  DYNAMIC HEIGHT  -        527.411 (meters)     1730.35  (feet) COMP
 MK1637  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 MK1637
 MK1637  VERT ORDER      -  SECOND    CLASS 0
 MK1637
 MK1637.The horizontal coordinates were scaled from a map and have
 MK1637.an estimated accuracy of +/- 6 seconds.
 MK1637
 MK1637.The orthometric height was determined by differential leveling and
 MK1637.adjusted by the NATIONAL GEODETIC SURVEY
 MK1637.in June 1991.
 MK1637
 MK1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1637.GEOID18 height accuracy estimate available here.
 MK1637
 MK1637.Click photographs - Photos may exist for this station.
 MK1637
 MK1637.The dynamic height is computed by dividing the NAVD 88
 MK1637.geopotential number by the normal gravity value computed on the
 MK1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1637.degrees latitude (g = 980.6199 gals.).
 MK1637
 MK1637.The modeled gravity was interpolated from observed gravity values.
 MK1637
 MK1637;                    North         East    Units  Estimated Accuracy
 MK1637;SPC NE       -   207,780.      694,630.      MT  (+/- 180 meters Scaled)
 MK1637
 MK1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM114152(NAD 83)
 MK1637
 MK1637                          SUPERSEDED SURVEY CONTROL
 MK1637
 MK1637  NGVD 29 (??/??/92)  527.435  (m)         1730.43   (f) ADJ UNCH    2 0
 MK1637
 MK1637.Superseded values are not recommended for survey control.
 MK1637
 MK1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1637.See file dsdata.pdf to determine how the superseded data were derived.
 MK1637
 MK1637_MARKER: DB = BENCH MARK DISK
 MK1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK1637_STAMPING: J 346 1957
 MK1637_MARK LOGO: CGS
 MK1637_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1637
 MK1637  HISTORY     - Date     Condition        Report By
 MK1637  HISTORY     - 1957     MONUMENTED       CGS
 MK1637
 MK1637                          STATION DESCRIPTION
 MK1637
 MK1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1637'2.1 MI SE FROM LINDSAY.
 MK1637'ABOUT 2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 MK1637'RAILWAY FROM THE STATION AT LINDSAY, IN SECTION 28, T. 20 N.,
 MK1637'R. 3 W., 147 YARDS SOUTHEAST OF THE SOUTHEAST END OF A TRESTLE, 53
 MK1637'FEET SOUTHEAST OF THE THIRD POLE SOUTHEAST OF MILE POST 60,
 MK1637'ON THE TOP OF A RIDGE AND BETWEEN TWO FILLS, 46 FEET SOUTHWEST
 MK1637'OF THE SOUTHWEST RAIL, 6 FEET NORTHEAST OF A FENCE LINE, 1 1/2
 MK1637'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 MK1637'ABOVE THE LEVEL OF THE TRACK, A DISK ON A 3 1/2-INCH IRON PIPE
 MK1637'WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0216 ***********************************************************************
 NO0216  DESIGNATION -  J 347
 NO0216  PID         -  NO0216
 NO0216  STATE/COUNTY-  NE/CHERRY
 NO0216  COUNTRY     -  US
 NO0216  USGS QUAD   -  CODY WEST (2017)
 NO0216
 NO0216                         *CURRENT SURVEY CONTROL
 NO0216  ______________________________________________________________________
 NO0216* NAD 83(1986) POSITION- 42 56 33.     (N) 101 17 49.     (W)   SCALED
 NO0216* NAVD 88 ORTHO HEIGHT -   958.169 (meters)     3143.59  (feet) ADJUSTED
 NO0216  ______________________________________________________________________
 NO0216  GEOID HEIGHT    -        -20.259 (meters)                     GEOID18
 NO0216  DYNAMIC HEIGHT  -        957.760 (meters)     3142.25  (feet) COMP
 NO0216  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 NO0216
 NO0216  VERT ORDER      -  FIRST     CLASS II
 NO0216
 NO0216.The horizontal coordinates were scaled from a map and have
 NO0216.an estimated accuracy of +/- 6 seconds.
 NO0216
 NO0216.The orthometric height was determined by differential leveling and
 NO0216.adjusted by the NATIONAL GEODETIC SURVEY
 NO0216.in June 1991.
 NO0216
 NO0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0216.GEOID18 height accuracy estimate available here.
 NO0216
 NO0216.Click photographs - Photos may exist for this station.
 NO0216
 NO0216.The dynamic height is computed by dividing the NAVD 88
 NO0216.geopotential number by the normal gravity value computed on the
 NO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0216.degrees latitude (g = 980.6199 gals.).
 NO0216
 NO0216.The modeled gravity was interpolated from observed gravity values.
 NO0216
 NO0216;                    North         East    Units  Estimated Accuracy
 NO0216;SPC NE       -   346,030.      394,150.      MT  (+/- 180 meters Scaled)
 NO0216
 NO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN126569(NAD 83)
 NO0216
 NO0216                          SUPERSEDED SURVEY CONTROL
 NO0216
 NO0216  NGVD 29 (??/??/92)  957.788  (m)         3142.34   (f) ADJ UNCH    1 2
 NO0216
 NO0216.Superseded values are not recommended for survey control.
 NO0216
 NO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0216.See file dsdata.pdf to determine how the superseded data were derived.
 NO0216
 NO0216_MARKER: DB = BENCH MARK DISK
 NO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0216_STAMPING: J 347 1957
 NO0216_MARK LOGO: CGS
 NO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0216+STABILITY: SURFACE MOTION
 NO0216
 NO0216  HISTORY     - Date     Condition        Report By
 NO0216  HISTORY     - 1957     MONUMENTED       CGS
 NO0216
 NO0216                          STATION DESCRIPTION
 NO0216
 NO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0216'2.7 MI W FROM CODY.
 NO0216'ABOUT 2.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0216'FROM THE STATION AT CODY, IN SECTION 11, T. 34 N., R. 34 W.,
 NO0216'56 FEET SOUTHEAST OF MILEPOST 310, 99 FEET SOUTH OF THE SOUTH RAIL,
 NO0216'29 FEET NORTH OF THE CENTER LINE OF THE ABANDONED GRADE OF U.S.
 NO0216'HIGHWAY 20, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A
 NO0216'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN
 NO0216'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0221 ***********************************************************************
 NP0221  DESIGNATION -  J 348
 NP0221  PID         -  NP0221
 NP0221  STATE/COUNTY-  NE/DAWES
 NP0221  COUNTRY     -  US
 NP0221  USGS QUAD   -  BORDEAUX (2017)
 NP0221
 NP0221                         *CURRENT SURVEY CONTROL
 NP0221  ______________________________________________________________________
 NP0221* NAD 83(1986) POSITION- 42 47 54.     (N) 102 51 55.     (W)   SCALED
 NP0221* NAVD 88 ORTHO HEIGHT -  1083.668 (meters)     3555.33  (feet) ADJUSTED
 NP0221  ______________________________________________________________________
 NP0221  GEOID HEIGHT    -        -17.957 (meters)                     GEOID18
 NP0221  DYNAMIC HEIGHT  -       1083.132 (meters)     3553.58  (feet) COMP
 NP0221  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 NP0221
 NP0221  VERT ORDER      -  FIRST     CLASS II
 NP0221
 NP0221.The horizontal coordinates were scaled from a map and have
 NP0221.an estimated accuracy of +/- 6 seconds.
 NP0221
 NP0221.The orthometric height was determined by differential leveling and
 NP0221.adjusted by the NATIONAL GEODETIC SURVEY
 NP0221.in June 1991.
 NP0221
 NP0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0221.GEOID18 height accuracy estimate available here.
 NP0221
 NP0221.Click photographs - Photos may exist for this station.
 NP0221
 NP0221.The dynamic height is computed by dividing the NAVD 88
 NP0221.geopotential number by the normal gravity value computed on the
 NP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0221.degrees latitude (g = 980.6199 gals.).
 NP0221
 NP0221.The modeled gravity was interpolated from observed gravity values.
 NP0221
 NP0221;                    North         East    Units  Estimated Accuracy
 NP0221;SPC NE       -   333,100.      265,660.      MT  (+/- 180 meters Scaled)
 NP0221
 NP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH745406(NAD 83)
 NP0221
 NP0221                          SUPERSEDED SURVEY CONTROL
 NP0221
 NP0221  NGVD 29 (??/??/92) 1083.131  (m)         3553.57   (f) ADJ UNCH    1 2
 NP0221
 NP0221.Superseded values are not recommended for survey control.
 NP0221
 NP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0221.See file dsdata.pdf to determine how the superseded data were derived.
 NP0221
 NP0221_MARKER: DB = BENCH MARK DISK
 NP0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0221_STAMPING: J 348 1957
 NP0221_MARK LOGO: CGS
 NP0221_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0221
 NP0221  HISTORY     - Date     Condition        Report By
 NP0221  HISTORY     - 1957     MONUMENTED       CGS
 NP0221
 NP0221                          STATION DESCRIPTION
 NP0221
 NP0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0221'7.3 MI SE FROM CHADRON.
 NP0221'ABOUT 7.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0221'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 33, T. 33 N.,
 NP0221'R. 47 W., 9 FEET SOUTHEAST OF THE THIRD POLE EAST OF MILEPOST
 NP0221'399, ABOUT 0.2 MILE WEST OF BRIDGE 648, NEAR THE CENTER OF A CUT,
 NP0221'30 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 2 1/2 FEET NORTHWEST OF
 NP0221'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK, A DISK
 NP0221'ON A 3 1/2-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0253 ***********************************************************************
 NP0253  DESIGNATION -  J 349
 NP0253  PID         -  NP0253
 NP0253  STATE/COUNTY-  NE/DAWES
 NP0253  COUNTRY     -  US
 NP0253  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0253
 NP0253                         *CURRENT SURVEY CONTROL
 NP0253  ______________________________________________________________________
 NP0253* NAD 83(1986) POSITION- 42 49 08.     (N) 103 10 50.     (W)   SCALED
 NP0253* NAVD 88 ORTHO HEIGHT -  1021.999 (meters)     3353.01  (feet) ADJUSTED
 NP0253  ______________________________________________________________________
 NP0253  GEOID HEIGHT    -        -17.866 (meters)                     GEOID18
 NP0253  DYNAMIC HEIGHT  -       1021.488 (meters)     3351.33  (feet) COMP
 NP0253  MODELED GRAVITY -    980,086.3   (mgal)                       NAVD 88
 NP0253
 NP0253  VERT ORDER      -  FIRST     CLASS II
 NP0253
 NP0253.The horizontal coordinates were scaled from a map and have
 NP0253.an estimated accuracy of +/- 6 seconds.
 NP0253
 NP0253.The orthometric height was determined by differential leveling and
 NP0253.adjusted by the NATIONAL GEODETIC SURVEY
 NP0253.in June 1991.
 NP0253
 NP0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0253.GEOID18 height accuracy estimate available here.
 NP0253
 NP0253.Click photographs - Photos may exist for this station.
 NP0253
 NP0253.The dynamic height is computed by dividing the NAVD 88
 NP0253.geopotential number by the normal gravity value computed on the
 NP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0253.degrees latitude (g = 980.6199 gals.).
 NP0253
 NP0253.The modeled gravity was interpolated from observed gravity values.
 NP0253
 NP0253;                    North         East    Units  Estimated Accuracy
 NP0253;SPC NE       -   336,290.      239,970.      MT  (+/- 180 meters Scaled)
 NP0253
 NP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH487423(NAD 83)
 NP0253
 NP0253                          SUPERSEDED SURVEY CONTROL
 NP0253
 NP0253  NGVD 29 (??/??/92) 1021.446  (m)         3351.19   (f) ADJ UNCH    1 2
 NP0253
 NP0253.Superseded values are not recommended for survey control.
 NP0253
 NP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0253.See file dsdata.pdf to determine how the superseded data were derived.
 NP0253
 NP0253_MARKER: DB = BENCH MARK DISK
 NP0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0253_STAMPING: J 349 1957
 NP0253_MARK LOGO: CGS
 NP0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0253+STABILITY: SURFACE MOTION
 NP0253
 NP0253  HISTORY     - Date     Condition        Report By
 NP0253  HISTORY     - 1957     MONUMENTED       CGS
 NP0253
 NP0253                          STATION DESCRIPTION
 NP0253
 NP0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0253'4.8 MI NE FROM WHITNEY.
 NP0253'ABOUT 4.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0253'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 23, T. 33 N.,
 NP0253'R. 50 W., 6 FEET WEST OF MILEPOST 417, 38 FEET SOUTH-SOUTHEAST
 NP0253'OF THE NEAR RAIL, 92 FEET NORTH-NORTHWEST OF THE CENTER LINE
 NP0253'OF U.S. HIGHWAY 20, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NP0253'ABOUT 2 FEET LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE
 NP0253'POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0328 ***********************************************************************
 NO0328  DESIGNATION -  J 350
 NO0328  PID         -  NO0328
 NO0328  STATE/COUNTY-  NE/CHERRY
 NO0328  COUNTRY     -  US
 NO0328  USGS QUAD   -  IRWIN (2017)
 NO0328
 NO0328                         *CURRENT SURVEY CONTROL
 NO0328  ______________________________________________________________________
 NO0328* NAD 83(1986) POSITION- 42 53 21.     (N) 101 52 48.     (W)   SCALED
 NO0328* NAVD 88 ORTHO HEIGHT -  1036.763 (meters)     3401.45  (feet) ADJUSTED
 NO0328  ______________________________________________________________________
 NO0328  GEOID HEIGHT    -        -19.067 (meters)                     GEOID18
 NO0328  DYNAMIC HEIGHT  -       1036.291 (meters)     3399.90  (feet) COMP
 NO0328  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 NO0328
 NO0328  VERT ORDER      -  FIRST     CLASS II
 NO0328
 NO0328.The horizontal coordinates were scaled from a map and have
 NO0328.an estimated accuracy of +/- 6 seconds.
 NO0328
 NO0328.The orthometric height was determined by differential leveling and
 NO0328.adjusted by the NATIONAL GEODETIC SURVEY
 NO0328.in June 1991.
 NO0328
 NO0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0328.GEOID18 height accuracy estimate available here.
 NO0328
 NO0328.Click photographs - Photos may exist for this station.
 NO0328
 NO0328.The dynamic height is computed by dividing the NAVD 88
 NO0328.geopotential number by the normal gravity value computed on the
 NO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0328.degrees latitude (g = 980.6199 gals.).
 NO0328
 NO0328.The modeled gravity was interpolated from observed gravity values.
 NO0328
 NO0328;                    North         East    Units  Estimated Accuracy
 NO0328;SPC NE       -   340,980.      346,450.      MT  (+/- 180 meters Scaled)
 NO0328
 NO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN648525(NAD 83)
 NO0328
 NO0328                          SUPERSEDED SURVEY CONTROL
 NO0328
 NO0328  NGVD 29 (??/??/92) 1036.314  (m)         3399.97   (f) ADJ UNCH    1 2
 NO0328
 NO0328.Superseded values are not recommended for survey control.
 NO0328
 NO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0328.See file dsdata.pdf to determine how the superseded data were derived.
 NO0328
 NO0328_MARKER: DB = BENCH MARK DISK
 NO0328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0328_STAMPING: J 350 1957
 NO0328_MARK LOGO: CGS
 NO0328_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0328
 NO0328  HISTORY     - Date     Condition        Report By
 NO0328  HISTORY     - 1957     MONUMENTED       CGS
 NO0328
 NO0328                          STATION DESCRIPTION
 NO0328
 NO0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0328'9.9 MI W FROM MERRIMAN.
 NO0328'ABOUT 9.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0328'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0328'26., 0.25 MILES WEST OF A RAILROAD TRESTLE, IN LINE WITH A ROW
 NO0328'OF TELEPHONE POLES, 54 FEET EAST OF MILEPOST 342, 39 FEET SOUTH
 NO0328'OF THE SOUTH RAIL, 6 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 NO0328'5 FEET ABOVE THE TOP OF THE RAILS, 2 FEET NORTH OF A WHITE WOODEN
 NO0328'WITNESS POST, A DISK BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NO0328'WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0017 ***********************************************************************
 NP0017  DESIGNATION -  J 351
 NP0017  PID         -  NP0017
 NP0017  STATE/COUNTY-  NE/SHERIDAN
 NP0017  COUNTRY     -  US
 NP0017  USGS QUAD   -  GORDON (2017)
 NP0017
 NP0017                         *CURRENT SURVEY CONTROL
 NP0017  ______________________________________________________________________
 NP0017* NAD 83(1986) POSITION- 42 48 13.     (N) 102 12 00.     (W)   SCALED
 NP0017* NAVD 88 ORTHO HEIGHT -  1083.253 (meters)     3553.97  (feet) ADJUSTED
 NP0017  ______________________________________________________________________
 NP0017  GEOID HEIGHT    -        -18.427 (meters)                     GEOID18
 NP0017  DYNAMIC HEIGHT  -       1082.741 (meters)     3552.29  (feet) COMP
 NP0017  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 NP0017
 NP0017  VERT ORDER      -  FIRST     CLASS II
 NP0017
 NP0017.The horizontal coordinates were scaled from a map and have
 NP0017.an estimated accuracy of +/- 6 seconds.
 NP0017
 NP0017.The orthometric height was determined by differential leveling and
 NP0017.adjusted by the NATIONAL GEODETIC SURVEY
 NP0017.in June 1991.
 NP0017
 NP0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0017.GEOID18 height accuracy estimate available here.
 NP0017
 NP0017.Click photographs - Photos may exist for this station.
 NP0017
 NP0017.The dynamic height is computed by dividing the NAVD 88
 NP0017.geopotential number by the normal gravity value computed on the
 NP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0017.degrees latitude (g = 980.6199 gals.).
 NP0017
 NP0017.The modeled gravity was interpolated from observed gravity values.
 NP0017
 NP0017;                    North         East    Units  Estimated Accuracy
 NP0017;SPC NE       -   332,090.      320,070.      MT  (+/- 180 meters Scaled)
 NP0017
 NP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH289428(NAD 83)
 NP0017
 NP0017                          SUPERSEDED SURVEY CONTROL
 NP0017
 NP0017  NGVD 29 (??/??/92) 1082.766  (m)         3552.37   (f) ADJ UNCH    1 2
 NP0017
 NP0017.Superseded values are not recommended for survey control.
 NP0017
 NP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0017.See file dsdata.pdf to determine how the superseded data were derived.
 NP0017
 NP0017_MARKER: DB = BENCH MARK DISK
 NP0017_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NP0017+WITH SETTING: PAVEMENT
 NP0017_SP_SET: WATER TANK FOOTING
 NP0017_STAMPING: J 351 1957
 NP0017_MARK LOGO: CGS
 NP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0017+STABILITY: SURFACE MOTION
 NP0017
 NP0017  HISTORY     - Date     Condition        Report By
 NP0017  HISTORY     - 1957     MONUMENTED       CGS
 NP0017  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NP0017
 NP0017                          STATION DESCRIPTION
 NP0017
 NP0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0017'0.2 MI NE FROM GORDON.
 NP0017'ABOUT 0.15 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0017'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., SECTION
 NP0017'30., AT THE RAILROAD WATER TANK, 29 1/2 FEET NORTH OF THE NORTH
 NP0017'MAIN RAIL, 27 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD BRICK
 NP0017'ICE HOUSE, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND IN THE TOP
 NP0017'OF THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING OF
 NP0017'THE TOWER.
 NP0017
 NP0017                          STATION RECOVERY (1982)
 NP0017
 NP0017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0193 ***********************************************************************
 NP0193  DESIGNATION -  J 352 RESET
 NP0193  PID         -  NP0193
 NP0193  STATE/COUNTY-  NE/SHERIDAN
 NP0193  COUNTRY     -  US
 NP0193  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0193
 NP0193                         *CURRENT SURVEY CONTROL
 NP0193  ______________________________________________________________________
 NP0193* NAD 83(1986) POSITION- 42 42 11.     (N) 102 35 04.     (W)   SCALED
 NP0193* NAVD 88 ORTHO HEIGHT -  1156.08  (meters)     3792.9   (feet) RESET
 NP0193  ______________________________________________________________________
 NP0193  GEOID HEIGHT    -        -18.067 (meters)                     GEOID18
 NP0193  VERT ORDER      -  THIRD
 NP0193
 NP0193.The horizontal coordinates were scaled from a map and have
 NP0193.an estimated accuracy of +/- 6 seconds.
 NP0193
 NP0193.The orthometric height was computed from unverified reset data.
 NP0193
 NP0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0193.GEOID18 height accuracy estimate available here.
 NP0193
 NP0193.Click photographs - Photos may exist for this station.
 NP0193
 NP0193;                    North         East    Units  Estimated Accuracy
 NP0193;SPC NE       -   321,800.      288,310.      MT  (+/- 180 meters Scaled)
 NP0193
 NP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH978306(NAD 83)
 NP0193
 NP0193                          SUPERSEDED SURVEY CONTROL
 NP0193
 NP0193  NGVD 29 (??/??/??) 1155.55   (m)         3791.2    (f) RESET       3  
 NP0193
 NP0193.Superseded values are not recommended for survey control.
 NP0193
 NP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0193.See file dsdata.pdf to determine how the superseded data were derived.
 NP0193
 NP0193_MARKER: DB = BENCH MARK DISK
 NP0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0193_STAMPING: J 352 RESET 1963
 NP0193_MARK LOGO: CGS
 NP0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0193+STABILITY: SURFACE MOTION
 NP0193
 NP0193  HISTORY     - Date     Condition        Report By
 NP0193  HISTORY     - 1963     MONUMENTED       NEDR
 NP0193  HISTORY     - 1963     GOOD             CGS
 NP0193
 NP0193                          STATION DESCRIPTION
 NP0193
 NP0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NP0193'5.6 MI NE FROM HAY SPRINGS.
 NP0193'ABOUT 5.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0193'RAILWAY FROM THE STATION AT HAY SPRINGS, ALSO 6.25 MILES
 NP0193'SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NP0193'STATION AT RUSHVILLE, IN T 32 N, R 45 W, AND IN THE CENTER OF THE
 NP0193'SOUTH SIDE OF SECTION 34, 143 FEET WEST OF THE CULVERT UNDER
 NP0193'U.S. HIGHWAY 20, 24.5 FEET SOUTH OF CENTERLINE OF RAILROAD TRACKS,
 NP0193'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0049 ***********************************************************************
 NP0049  DESIGNATION -  J 353
 NP0049  PID         -  NP0049
 NP0049  STATE/COUNTY-  NE/SHERIDAN
 NP0049  COUNTRY     -  US
 NP0049  USGS QUAD   -  RUSHVILLE (2017)
 NP0049
 NP0049                         *CURRENT SURVEY CONTROL
 NP0049  ______________________________________________________________________
 NP0049* NAD 83(1986) POSITION- 42 43 09.     (N) 102 28 15.     (W)   SCALED
 NP0049* NAVD 88 ORTHO HEIGHT -  1140.919 (meters)     3743.17  (feet) ADJUSTED
 NP0049  ______________________________________________________________________
 NP0049  GEOID HEIGHT    -        -18.159 (meters)                     GEOID18
 NP0049  DYNAMIC HEIGHT  -       1140.343 (meters)     3741.28  (feet) COMP
 NP0049  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 NP0049
 NP0049  VERT ORDER      -  FIRST     CLASS II
 NP0049
 NP0049.The horizontal coordinates were scaled from a map and have
 NP0049.an estimated accuracy of +/- 6 seconds.
 NP0049
 NP0049.The orthometric height was determined by differential leveling and
 NP0049.adjusted by the NATIONAL GEODETIC SURVEY
 NP0049.in June 1991.
 NP0049
 NP0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0049.GEOID18 height accuracy estimate available here.
 NP0049
 NP0049.Click photographs - Photos may exist for this station.
 NP0049
 NP0049.The dynamic height is computed by dividing the NAVD 88
 NP0049.geopotential number by the normal gravity value computed on the
 NP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0049.degrees latitude (g = 980.6199 gals.).
 NP0049
 NP0049.The modeled gravity was interpolated from observed gravity values.
 NP0049
 NP0049;                    North         East    Units  Estimated Accuracy
 NP0049;SPC NE       -   323,320.      297,660.      MT  (+/- 180 meters Scaled)
 NP0049
 NP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH070327(NAD 83)
 NP0049
 NP0049                          SUPERSEDED SURVEY CONTROL
 NP0049
 NP0049  NGVD 29 (??/??/92) 1140.394  (m)         3741.44   (f) ADJ UNCH    1 2
 NP0049
 NP0049.Superseded values are not recommended for survey control.
 NP0049
 NP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0049.See file dsdata.pdf to determine how the superseded data were derived.
 NP0049
 NP0049_MARKER: DB = BENCH MARK DISK
 NP0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0049_SP_SET: BUILDING
 NP0049_STAMPING: J 353 1957
 NP0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0049
 NP0049  HISTORY     - Date     Condition        Report By
 NP0049  HISTORY     - 1957     MONUMENTED       CGS
 NP0049  HISTORY     - 1985     GOOD             NGS
 NP0049
 NP0049                          STATION DESCRIPTION
 NP0049
 NP0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0049'0.3 MI SW FROM RUSHVILLE.
 NP0049'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0049'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 44 W.,
 NP0049'AND IN THE SOUTHWEST CORNER OF SECTION 27., 35 FEET NORTHWEST
 NP0049'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 20 FEET NORTHWEST OF
 NP0049'THE NORTHWEST RAIL OF A SIDE TRACK, 68 FEET NORTH OF THE 2ND
 NP0049'POLE SOUTHWEST OF MILE POST 375, 9 INCHES EAST OF THE SOUTH
 NP0049'CORNER OF THE GRAIN ELEVATOR, ABOUT 1 FOOT ABOVE THE TOP OF
 NP0049'THE RAIL, SET VERTICALLY IN THE SOUTH EAST SIDE OF THE SOUTH
 NP0049'CORNER OF THE GRAIN ELEVATOR BUILDING, ABOUT 9 INCHES ABOVE THE
 NP0049'GROUND.
 NP0049
 NP0049                          STATION RECOVERY (1985)
 NP0049
 NP0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0480 ***********************************************************************
 NP0480  DESIGNATION -  J 354
 NP0480  PID         -  NP0480
 NP0480  STATE/COUNTY-  NE/SIOUX
 NP0480  COUNTRY     -  US
 NP0480  USGS QUAD   -  ORELLA (2017)
 NP0480
 NP0480                         *CURRENT SURVEY CONTROL
 NP0480  ______________________________________________________________________
 NP0480* NAD 83(1986) POSITION- 42 54 12.     (N) 103 34 29.     (W)   SCALED
 NP0480* NAVD 88 ORTHO HEIGHT -  1156.204 (meters)     3793.31  (feet) POSTED
 NP0480  ______________________________________________________________________
 NP0480  GEOID HEIGHT    -        -16.530 (meters)                     GEOID18
 NP0480  DYNAMIC HEIGHT  -       1155.63  (meters)     3791.4   (feet) COMP
 NP0480  MODELED GRAVITY -    980,085.8   (mgal)                       NAVD 88
 NP0480
 NP0480  VERT ORDER      -  * POSTED, SEE BELOW
 NP0480
 NP0480.The horizontal coordinates were scaled from a map and have
 NP0480.an estimated accuracy of +/- 6 seconds.
 NP0480
 NP0480.The orthometric height was determined by differential leveling
 NP0480.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0480
 NP0480.* This is a POSTED BENCH MARK height.
 NP0480
 NP0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0480.GEOID18 height accuracy estimate available here.
 NP0480
 NP0480.Click photographs - Photos may exist for this station.
 NP0480
 NP0480.The dynamic height is computed by dividing the NAVD 88
 NP0480.geopotential number by the normal gravity value computed on the
 NP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0480.degrees latitude (g = 980.6199 gals.).
 NP0480
 NP0480.The modeled gravity was interpolated from observed gravity values.
 NP0480
 NP0480;                    North         East    Units  Estimated Accuracy
 NP0480;SPC NE       -   346,920.      208,150.      MT  (+/- 180 meters Scaled)
 NP0480
 NP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH163510(NAD 83)
 NP0480
 NP0480                          SUPERSEDED SURVEY CONTROL
 NP0480
 NP0480  NGVD 29 (??/??/92) 1155.615  (m)         3791.38   (f) ADJ UNCH    1 2
 NP0480
 NP0480.Superseded values are not recommended for survey control.
 NP0480
 NP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0480.See file dsdata.pdf to determine how the superseded data were derived.
 NP0480
 NP0480_MARKER: DB = BENCH MARK DISK
 NP0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0480_SP_SET: CULVERT HEADWALL
 NP0480_STAMPING: J 354 1957
 NP0480_MARK LOGO: CGS
 NP0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0480+STABILITY: SURFACE MOTION
 NP0480
 NP0480  HISTORY     - Date     Condition        Report By
 NP0480  HISTORY     - 1957     MONUMENTED       CGS
 NP0480  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0480
 NP0480                          STATION DESCRIPTION
 NP0480
 NP0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0480'17.9 MI NW FROM CRAWFORD.
 NP0480'ABOUT 17.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0480'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 21,
 NP0480'T. 34 N., R. 53 W., 0.8 MILE NORTH OF THE STATION SIGN AT
 NP0480'ORELLA, 7 POLES SOUTH OF MILEPOST 441, 7 FEET WEST OF THE
 NP0480'WEST RAIL, 1 FOOT LOWER THAN THE RAIL AND IN THE TOP OF THE
 NP0480'NORTH END OF THE WEST HEAD WALL OF A 5 X 5-FOOT CONCRETE CULVERT.
 NP0480
 NP0480                          STATION RECOVERY (1985)
 NP0480
 NP0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0480'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0540 ***********************************************************************
 NN0540  DESIGNATION -  J 36
 NN0540  PID         -  NN0540
 NN0540  STATE/COUNTY-  NE/ROCK
 NN0540  COUNTRY     -  US
 NN0540  USGS QUAD   -  RIVERVIEW (2017)
 NN0540
 NN0540                         *CURRENT SURVEY CONTROL
 NN0540  ______________________________________________________________________
 NN0540* NAD 83(1986) POSITION- 42 39 08.     (N) 099 34 10.     (W)   SCALED
 NN0540* NAVD 88 ORTHO HEIGHT -   696.234 (meters)     2284.23  (feet) ADJUSTED
 NN0540  ______________________________________________________________________
 NN0540  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 NN0540  DYNAMIC HEIGHT  -        695.959 (meters)     2283.33  (feet) COMP
 NN0540  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 NN0540
 NN0540  VERT ORDER      -  SECOND    CLASS 0
 NN0540
 NN0540.The horizontal coordinates were scaled from a map and have
 NN0540.an estimated accuracy of +/- 6 seconds.
 NN0540
 NN0540.The orthometric height was determined by differential leveling and
 NN0540.adjusted by the NATIONAL GEODETIC SURVEY
 NN0540.in June 1991.
 NN0540
 NN0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0540.GEOID18 height accuracy estimate available here.
 NN0540
 NN0540.Click photographs - Photos may exist for this station.
 NN0540
 NN0540.The dynamic height is computed by dividing the NAVD 88
 NN0540.geopotential number by the normal gravity value computed on the
 NN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0540.degrees latitude (g = 980.6199 gals.).
 NN0540
 NN0540.The modeled gravity was interpolated from observed gravity values.
 NN0540
 NN0540;                    North         East    Units  Estimated Accuracy
 NN0540;SPC NE       -   313,080.      535,300.      MT  (+/- 180 meters Scaled)
 NN0540
 NN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533223(NAD 83)
 NN0540
 NN0540                          SUPERSEDED SURVEY CONTROL
 NN0540
 NN0540  NGVD 29 (??/??/92)  695.984  (m)         2283.41   (f) ADJ UNCH    2 0
 NN0540
 NN0540.Superseded values are not recommended for survey control.
 NN0540
 NN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0540.See file dsdata.pdf to determine how the superseded data were derived.
 NN0540
 NN0540_MARKER: DB = BENCH MARK DISK
 NN0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0540_STAMPING: J 36 1934
 NN0540_MARK LOGO: CGS
 NN0540_PROJECTION: PROJECTING 3 CENTIMETERS
 NN0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0540+STABILITY: SURFACE MOTION
 NN0540
 NN0540  HISTORY     - Date     Condition        Report By
 NN0540  HISTORY     - 1934     MONUMENTED       CGS
 NN0540
 NN0540                          STATION DESCRIPTION
 NN0540
 NN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0540'5.8 MI NW FROM BASSETT.
 NN0540'J-36 IS LOCATED 5.8 MILES NORTHWEST OF RAILROAD STATION AT
 NN0540'BASSETT, 0.5 OF MILE WEST OF A SECTION LINE ROAD NORTH AND
 NN0540'SOUTH, 0.5 OF MILE EAST OF POINT WHERE HIGHWAY MAKES A 90 DEG
 NN0540'TURN NORTH, 66 YARDS WEST OF CORNER OF A WIRE FENCE, 40 FEET
 NN0540'NORTH OF CENTERLINE OF HIGHWAY, 21.3 FEET WEST OF A CEDAR TREE,
 NN0540'19.2 FEET EAST OF A CEDAR TREE.  STANDARD TABLET SET IN TOP
 NN0540'OF CONCRETE POST 1 INCH HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0541 ***********************************************************************
 NN0541  DESIGNATION -  J 36 RESET
 NN0541  PID         -  NN0541
 NN0541  STATE/COUNTY-  NE/ROCK
 NN0541  COUNTRY     -  US
 NN0541  USGS QUAD   -  RIVERVIEW (2017)
 NN0541
 NN0541                         *CURRENT SURVEY CONTROL
 NN0541  ______________________________________________________________________
 NN0541* NAD 83(1986) POSITION- 42 39 08.     (N) 099 34 10.     (W)   SCALED
 NN0541* NAVD 88 ORTHO HEIGHT -   696.14  (+/-2cm)     2283.9   (feet) VERTCON
 NN0541  ______________________________________________________________________
 NN0541  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 NN0541  VERT ORDER      -  THIRD (See Below)
 NN0541
 NN0541.The horizontal coordinates were scaled from a map and have
 NN0541.an estimated accuracy of +/- 6 seconds.
 NN0541
 NN0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0541
 NN0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0541.GEOID18 height accuracy estimate available here.
 NN0541
 NN0541.The vertical order pertains to the NGVD 29 superseded value.
 NN0541
 NN0541.Click photographs - Photos may exist for this station.
 NN0541
 NN0541;                    North         East    Units  Estimated Accuracy
 NN0541;SPC NE       -   313,080.      535,300.      MT  (+/- 180 meters Scaled)
 NN0541
 NN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533223(NAD 83)
 NN0541
 NN0541                          SUPERSEDED SURVEY CONTROL
 NN0541
 NN0541  NGVD 29 (??/??/??)  695.89   (m)         2283.1    (f) RESET       3  
 NN0541
 NN0541.Superseded values are not recommended for survey control.
 NN0541
 NN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0541.See file dsdata.pdf to determine how the superseded data were derived.
 NN0541
 NN0541_MARKER: DB = BENCH MARK DISK
 NN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0541_STAMPING: J 36 RESET 1955
 NN0541_MARK LOGO: CGS
 NN0541_PROJECTION: FLUSH
 NN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0541+STABILITY: SURFACE MOTION
 NN0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0541+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2016
 NN0541
 NN0541  HISTORY     - Date     Condition        Report By
 NN0541  HISTORY     - 1955     MONUMENTED       USDA
 NN0541  HISTORY     - 1955     GOOD             CGS
 NN0541  HISTORY     - 20161001 GOOD             NEGS
 NN0541  HISTORY     - 20161011 GOOD             NEGS
 NN0541
 NN0541                          STATION DESCRIPTION
 NN0541
 NN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NN0541'5.8 MI NW FROM BASSETT.
 NN0541'5.8 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CHICAGO AND
 NN0541'NORTH WESTERN RAILWAY STATION AT BASSETT, ROCK COUNTY, 0.5 MILE
 NN0541'WEST OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 0.5 MILE EAST OF A
 NN0541'90-DEGREE TURN TO THE NORTH, 66 YARDS WEST OF A WIRE-FENCE
 NN0541'CORNER, AND 127.6 FEET NORTH OF THE 1934 CENTER LINE OF THE
 NN0541'HIGHWAY.  A STANDARD DISK, STAMPED J 36 RESET 1955 AND SET IN
 NN0541'THE TOP OF A CONCRETE POST PROJECTING 1-1/2 INCHES ABOVE GROUND.
 NN0541
 NN0541                          STATION RECOVERY (2016)
 NN0541
 NN0541'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JH)
 NN0541'FROM THE JUNCTION OF U.S HWY. 20, U.S. HWY. 183 AND STATE HWY. 7 IN
 NN0541'BASSETT NEBRASKA, PROCEED NORTH ON STATE HWY. 7 APPRX. 6.47 MILES TO
 NN0541'THE CONTROL POINT LOCATED IN THE NORTH ROW FOR STATE HWY 7.
 NN0541'CONTROL POINT IS NEAR MILE POST 67+16 FOR STATE HWY 7, 94 FEET NORTH
 NN0541'OF CENTER OF HWY., 174 FEET WEST OF PASTURE DRIVE LEADING NORTH, 2.9
 NN0541'FEET SOUTH OF EAST/WEST FENCE LINE, 0.72 FEET SOUTH OF METAL WITNESS
 NN0541'POST, MARK IS FLUSH WITH GROUND
 NN0541
 NN0541                          STATION RECOVERY (2016)
 NN0541
 NN0541'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JH)
 NN0541'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0690 ***********************************************************************
 LG0690  DESIGNATION -  J 363
 LG0690  PID         -  LG0690
 LG0690  STATE/COUNTY-  NE/YORK
 LG0690  COUNTRY     -  US
 LG0690  USGS QUAD   -  BRADSHAW (2017)
 LG0690
 LG0690                         *CURRENT SURVEY CONTROL
 LG0690  ______________________________________________________________________
 LG0690* NAD 83(1986) POSITION- 40 53 13.7    (N) 097 38 07.7    (W)   HD_HELD2
 LG0690* NAVD 88 ORTHO HEIGHT -   508.440 (meters)     1668.11  (feet) ADJUSTED
 LG0690  ______________________________________________________________________
 LG0690  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 LG0690  DYNAMIC HEIGHT  -        508.173 (meters)     1667.23  (feet) COMP
 LG0690  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 LG0690
 LG0690  VERT ORDER      -  SECOND    CLASS 0
 LG0690
 LG0690.The horizontal coordinates were established by autonomous hand held GPS
 LG0690.observations and have an estimated accuracy of +/- 10 meters.
 LG0690
 LG0690.The orthometric height was determined by differential leveling and
 LG0690.adjusted by the NATIONAL GEODETIC SURVEY
 LG0690.in June 1991.
 LG0690
 LG0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0690.GEOID18 height accuracy estimate available here.
 LG0690
 LG0690.Click photographs - Photos may exist for this station.
 LG0690
 LG0690.The dynamic height is computed by dividing the NAVD 88
 LG0690.geopotential number by the normal gravity value computed on the
 LG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0690.degrees latitude (g = 980.6199 gals.).
 LG0690
 LG0690.The modeled gravity was interpolated from observed gravity values.
 LG0690
 LG0690;                    North         East    Units  Estimated Accuracy
 LG0690;SPC NE       -   119,725.      699,198.      MT  (+/- 10 meters HH2 GPS)
 LG0690
 LG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1495527124(NAD 83)
 LG0690
 LG0690                          SUPERSEDED SURVEY CONTROL
 LG0690
 LG0690  NGVD 29 (??/??/92)  508.240  (m)         1667.45   (f) ADJ UNCH    2 0
 LG0690
 LG0690.Superseded values are not recommended for survey control.
 LG0690
 LG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0690.See file dsdata.pdf to determine how the superseded data were derived.
 LG0690
 LG0690_MARKER: DB = BENCH MARK DISK
 LG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0690_STAMPING: J 363 1961
 LG0690_MARK LOGO: CGS
 LG0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0690+STABILITY: SURFACE MOTION
 LG0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0690+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 LG0690
 LG0690  HISTORY     - Date     Condition        Report By
 LG0690  HISTORY     - 1961     MONUMENTED       CGS
 LG0690  HISTORY     - 19970924 GOOD             NEDR
 LG0690
 LG0690                          STATION DESCRIPTION
 LG0690
 LG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0690'3.2 MI W FROM YORK.
 LG0690'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0690'FROM THE STATION AT YORK, THENCE 0.9 MILE ALONG DIVISION ST,
 LG0690'THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 34 AND STATE 2, 90.8
 LG0690'FEET NORTHEAST OF CENTER OF CROSSROADS, 84.6 FEET NORTH OF
 LG0690'CENTERLINE OF U.S. HIGHWAY 34 AND STATE 2, 34 FEET EAST OF
 LG0690'CENTER OF DIRT ROAD, 2.7 FEET SOUTH OF A POWERPOLE WITH TWO
 LG0690'GUY WIRES, 1.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 1
 LG0690'FOOT LOWER THAN HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE
 LG0690'POST PROJECTING 5 INCHES.
 LG0690
 LG0690                          STATION RECOVERY (1997)
 LG0690
 LG0690'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0690'RECOVERED IN GOOD CONDITION, 2.0 MI (3.2 KM) WEST ALONG U.S.  HIGHWAY
 LG0690'34, FROM DIVISION STREET, IN YORK, TO THE MARK, IN THE NORTHEAST ANGLE
 LG0690'OF A ROAD INTERSECTION, IN THE SW1/4, SEC26, T12N, R3W AND ON
 LG0690'RIGHT-OF-WAY, 25.8 M (84.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 LG0690'AND 10.4 M (34.1 FT) EAST OF THE CENTERLINE OF THE CROSSROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0076 ***********************************************************************
 LG0076  DESIGNATION -  J 364
 LG0076  PID         -  LG0076
 LG0076  STATE/COUNTY-  NE/CASS
 LG0076  COUNTRY     -  US
 LG0076  USGS QUAD   -  AVOCA (2017)
 LG0076
 LG0076                         *CURRENT SURVEY CONTROL
 LG0076  ______________________________________________________________________
 LG0076* NAD 83(1986) POSITION- 40 48 48.     (N) 096 04 56.     (W)   SCALED
 LG0076* NAVD 88 ORTHO HEIGHT -   367.360 (meters)     1205.25  (feet) ADJUSTED
 LG0076  ______________________________________________________________________
 LG0076  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 LG0076  DYNAMIC HEIGHT  -        367.196 (meters)     1204.71  (feet) COMP
 LG0076  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 LG0076
 LG0076  VERT ORDER      -  SECOND    CLASS 0
 LG0076
 LG0076.The horizontal coordinates were scaled from a map and have
 LG0076.an estimated accuracy of +/- 6 seconds.
 LG0076
 LG0076.The orthometric height was determined by differential leveling and
 LG0076.adjusted by the NATIONAL GEODETIC SURVEY
 LG0076.in June 1991.
 LG0076
 LG0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0076.GEOID18 height accuracy estimate available here.
 LG0076
 LG0076.Click photographs - Photos may exist for this station.
 LG0076
 LG0076.The dynamic height is computed by dividing the NAVD 88
 LG0076.geopotential number by the normal gravity value computed on the
 LG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0076.degrees latitude (g = 980.6199 gals.).
 LG0076
 LG0076.The modeled gravity was interpolated from observed gravity values.
 LG0076
 LG0076;                    North         East    Units  Estimated Accuracy
 LG0076;SPC NE       -   116,290.      830,350.      MT  (+/- 180 meters Scaled)
 LG0076
 LG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL460221(NAD 83)
 LG0076
 LG0076                          SUPERSEDED SURVEY CONTROL
 LG0076
 LG0076  NGVD 29 (??/??/92)  367.261  (m)         1204.92   (f) ADJ UNCH    2 0
 LG0076
 LG0076.Superseded values are not recommended for survey control.
 LG0076
 LG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0076.See file dsdata.pdf to determine how the superseded data were derived.
 LG0076
 LG0076_MARKER: DB = BENCH MARK DISK
 LG0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0076_STAMPING: J 364 1961
 LG0076_MARK LOGO: CGS
 LG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0076+STABILITY: SURFACE MOTION
 LG0076
 LG0076  HISTORY     - Date     Condition        Report By
 LG0076  HISTORY     - 1961     MONUMENTED       CGS
 LG0076
 LG0076                          STATION DESCRIPTION
 LG0076
 LG0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0076'6 MI SW FROM NEHAWKA.
 LG0076'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0076'RAILROAD STATION AT NEHAWKA, THENCE 4.8 MILES WEST ALONG U.S.
 LG0076'HIGHWAY 34, 68.3 FEET NORTH OF CENTER LINE OF HIGHWAY, 0.05 MILE
 LG0076'WEST OF A DRIVEWAY TO A FARM HOUSE, 0.05 MILE EAST OF A GRAVEL
 LG0076'ROAD, 16.8 FEET NORTHEAST OF A POWER POLE, 1.8 FEET EAST OF A
 LG0076'METAL WITNESS POST WITH SIGN, 0.11 FEET SOUTH OF A FENCE, SET
 LG0076'IN TOP OF A SQUARE CONCRETE POST PROJECTING 13 INCHES AND ABOUT
 LG0076'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0467 ***********************************************************************
 LG0467  DESIGNATION -  J 365
 LG0467  PID         -  LG0467
 LG0467  STATE/COUNTY-  NE/SALINE
 LG0467  COUNTRY     -  US
 LG0467  USGS QUAD   -  PLEASANT HILL (2017)
 LG0467
 LG0467                         *CURRENT SURVEY CONTROL
 LG0467  ______________________________________________________________________
 LG0467* NAD 83(1986) POSITION- 40 36 40.26   (N) 097 07 19.10   (W)   HD_HELD1
 LG0467* NAVD 88 ORTHO HEIGHT -   431.633 (meters)     1416.12  (feet) ADJUSTED
 LG0467  ______________________________________________________________________
 LG0467  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 LG0467  DYNAMIC HEIGHT  -        431.394 (meters)     1415.33  (feet) COMP
 LG0467  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 LG0467
 LG0467  VERT ORDER      -  SECOND    CLASS 0
 LG0467
 LG0467.The horizontal coordinates were determined by differentially corrected
 LG0467.hand held GPS observations or other comparable positioning techniques
 LG0467.and have an estimated accuracy of +/- 3 meters.
 LG0467
 LG0467.The orthometric height was determined by differential leveling and
 LG0467.adjusted by the NATIONAL GEODETIC SURVEY
 LG0467.in June 1991.
 LG0467
 LG0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0467.GEOID18 height accuracy estimate available here.
 LG0467
 LG0467.Click photographs - Photos may exist for this station.
 LG0467
 LG0467.The dynamic height is computed by dividing the NAVD 88
 LG0467.geopotential number by the normal gravity value computed on the
 LG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0467.degrees latitude (g = 980.6199 gals.).
 LG0467
 LG0467.The modeled gravity was interpolated from observed gravity values.
 LG0467
 LG0467;                    North         East    Units  Estimated Accuracy
 LG0467;SPC NE       -    90,416.8     743,462.1     MT  (+/- 3 meters HH1 GPS) 
 LG0467
 LG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5887397291(NAD 83)
 LG0467
 LG0467                          SUPERSEDED SURVEY CONTROL
 LG0467
 LG0467  NGVD 29 (??/??/92)  431.473  (m)         1415.59   (f) ADJ UNCH    2 0
 LG0467
 LG0467.Superseded values are not recommended for survey control.
 LG0467
 LG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0467.See file dsdata.pdf to determine how the superseded data were derived.
 LG0467
 LG0467_MARKER: DB = BENCH MARK DISK
 LG0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0467_STAMPING: J 365 1961
 LG0467_MARK LOGO: CGS
 LG0467_PROJECTION: FLUSH
 LG0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0467+STABILITY: SURFACE MOTION
 LG0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0467+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2020
 LG0467
 LG0467  HISTORY     - Date     Condition        Report By
 LG0467  HISTORY     - 1961     MONUMENTED       CGS
 LG0467  HISTORY     - 20091119 GOOD             INDIV
 LG0467  HISTORY     - 20200409 GOOD             NEGS
 LG0467
 LG0467                          STATION DESCRIPTION
 LG0467
 LG0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0467'2.8 MI S FROM DORCHESTER.
 LG0467'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0467'FROM THE STATION AT DORCHESTER, THENCE 2.5 MILES SOUTH ALONG
 LG0467'STATE HIGHWAY 15, 92 FEET NORTHEAST OF A T INTERSECTION, 29 FEET
 LG0467'EAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 30 FEET NORTH OF THE
 LG0467'CENTER OF A GRAVEL ROAD, 3 FEET SOUTH OF A FENCE, 1.8 FEET WEST
 LG0467'OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE HIGHWAY, SET
 LG0467'IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 LG0467'GROUND.
 LG0467
 LG0467                          STATION RECOVERY (2009)
 LG0467
 LG0467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LG0467'RECOVERED 0.9 FEET SOUTH OF BOTTOM OF CARSONITE WITNESS SIGN.
 LG0467'WEST 13.73 FEET TO PK NAIL IN SOUTHSIDE OF POWER POLE.  TELEPHONE
 LG0467'POLE IS GONE.  MARK IS FLUSH.  SUITABLE FOR GPS.
 LG0467
 LG0467                          STATION RECOVERY (2020)
 LG0467
 LG0467'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0467'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND LINK 76E,
 LG0467'SOUTHWEST OF DORCHESTER, NE., GO SOUTH ON COUNTY ROAD 1400 FOR 2.5 MI
 LG0467'(4.0 KM) TO COUNTY ROAD G AND THE MARK IN THE NORTHEAST CORNER OF A T
 LG0467'INTERSECTION.
 LG0467'
 LG0467'THE MARK IS 0.8 FT (24 CM) SOUTH OF A FIBERGLASS WITNESS POST, 13.7 FT
 LG0467'(4.2 M) SOUTHEAST OF A NAIL IN A POWER POLE, 83.5 FT (25.5 M) EAST OF
 LG0467'THE CENTERLINE OF COUNTY ROAD 1400 AND 30.0 FT (9.1 M) NORTH OF THE
 LG0467'CENTERLINE OF COUNTY ROAD G.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0020 ***********************************************************************
 NN0020  DESIGNATION -  J 37
 NN0020  PID         -  NN0020
 NN0020  STATE/COUNTY-  NE/KNOX
 NN0020  COUNTRY     -  US
 NN0020  USGS QUAD   -  VERDEL (2017)
 NN0020
 NN0020                         *CURRENT SURVEY CONTROL
 NN0020  ______________________________________________________________________
 NN0020* NAD 83(1986) POSITION- 42 48 30.28   (N) 098 09 38.71   (W)   HD_HELD1
 NN0020* NAVD 88 ORTHO HEIGHT -   379.882 (meters)     1246.33  (feet) ADJUSTED
 NN0020  ______________________________________________________________________
 NN0020  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 NN0020  DYNAMIC HEIGHT  -        379.756 (meters)     1245.92  (feet) COMP
 NN0020  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 NN0020
 NN0020  VERT ORDER      -  SECOND    CLASS 0
 NN0020
 NN0020.The horizontal coordinates were determined by differentially corrected
 NN0020.hand held GPS observations or other comparable positioning techniques
 NN0020.and have an estimated accuracy of +/- 3 meters.
 NN0020
 NN0020.The orthometric height was determined by differential leveling and
 NN0020.adjusted by the NATIONAL GEODETIC SURVEY
 NN0020.in June 1991.
 NN0020
 NN0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0020.GEOID18 height accuracy estimate available here.
 NN0020
 NN0020.Click photographs - Photos may exist for this station.
 NN0020
 NN0020.The dynamic height is computed by dividing the NAVD 88
 NN0020.geopotential number by the normal gravity value computed on the
 NN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0020.degrees latitude (g = 980.6199 gals.).
 NN0020
 NN0020.The modeled gravity was interpolated from observed gravity values.
 NN0020
 NN0020;                    North         East    Units  Estimated Accuracy
 NN0020;SPC NE       -   331,938.3     650,415.4     MT  (+/- 3 meters HH1 GPS) 
 NN0020
 NN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6861839881(NAD 83)
 NN0020
 NN0020                          SUPERSEDED SURVEY CONTROL
 NN0020
 NN0020  NGVD 29 (??/??/92)  379.653  (m)         1245.58   (f) ADJ UNCH    2 0
 NN0020
 NN0020.Superseded values are not recommended for survey control.
 NN0020
 NN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0020.See file dsdata.pdf to determine how the superseded data were derived.
 NN0020
 NN0020_MARKER: DB = BENCH MARK DISK
 NN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0020_STAMPING: J 37 1934
 NN0020_MARK LOGO: CGS
 NN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0020+STABILITY: SURFACE MOTION
 NN0020
 NN0020  HISTORY     - Date     Condition        Report By
 NN0020  HISTORY     - 1934     MONUMENTED       CGS
 NN0020  HISTORY     - 20201026 MARK NOT FOUND   NEGS
 NN0020
 NN0020                          STATION DESCRIPTION
 NN0020
 NN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0020'1.7 MI E FROM VERDEL.
 NN0020'LOCATED 1.7 MILES EAST OF STATION AT VERDEL, 116 FEET SOUTHWEST
 NN0020'OF WEST END OF TRESTLE F-177, 54 FEET SOUTHWEST OF CENTERLINE
 NN0020'OF R.R. CROSSING, 43.6 FEET SOUTH OF SOUTH RAIL, 3 FEET NORTHWEST
 NN0020'OF CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF CONCRETE
 NN0020'POST 2 INCHES HIGH.
 NN0020
 NN0020                          STATION RECOVERY (2020)
 NN0020
 NN0020'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NN0020'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1261 ***********************************************************************
 NM1261  DESIGNATION -  J 38
 NM1261  PID         -  NM1261
 NM1261  STATE/COUNTY-  NE/PIERCE
 NM1261  COUNTRY     -  US
 NM1261  USGS QUAD   -  PLAINVIEW (2017)
 NM1261
 NM1261                         *CURRENT SURVEY CONTROL
 NM1261  ______________________________________________________________________
 NM1261* NAD 83(1986) POSITION- 42 20 55.61   (N) 097 47 45.71   (W)   HD_HELD1
 NM1261* NAVD 88 ORTHO HEIGHT -   512.479 (meters)     1681.36  (feet) ADJUSTED
 NM1261  ______________________________________________________________________
 NM1261  GEOID HEIGHT    -        -25.003 (meters)                     GEOID18
 NM1261  DYNAMIC HEIGHT  -        512.289 (meters)     1680.73  (feet) COMP
 NM1261  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 NM1261
 NM1261  VERT ORDER      -  FIRST     CLASS II
 NM1261
 NM1261.The horizontal coordinates were determined by differentially corrected
 NM1261.hand held GPS observations or other comparable positioning techniques
 NM1261.and have an estimated accuracy of +/- 3 meters.
 NM1261
 NM1261.The orthometric height was determined by differential leveling and
 NM1261.adjusted by the NATIONAL GEODETIC SURVEY
 NM1261.in June 1991.
 NM1261
 NM1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1261.GEOID18 height accuracy estimate available here.
 NM1261
 NM1261.Click photographs - Photos may exist for this station.
 NM1261
 NM1261.The dynamic height is computed by dividing the NAVD 88
 NM1261.geopotential number by the normal gravity value computed on the
 NM1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1261.degrees latitude (g = 980.6199 gals.).
 NM1261
 NM1261.The modeled gravity was interpolated from observed gravity values.
 NM1261
 NM1261;                    North         East    Units  Estimated Accuracy
 NM1261;SPC NE       -   281,602.8     681,538.0     MT  (+/- 3 meters HH1 GPS) 
 NM1261
 NM1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9916489204(NAD 83)
 NM1261
 NM1261                          SUPERSEDED SURVEY CONTROL
 NM1261
 NM1261  NGVD 29 (??/??/92)  512.293  (m)         1680.75   (f) ADJ UNCH    1 2
 NM1261
 NM1261.Superseded values are not recommended for survey control.
 NM1261
 NM1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1261.See file dsdata.pdf to determine how the superseded data were derived.
 NM1261
 NM1261_MARKER: DB = BENCH MARK DISK
 NM1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1261_STAMPING: J 38 1934
 NM1261_MARK LOGO: CGS
 NM1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1261+STABILITY: SURFACE MOTION
 NM1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1261+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 NM1261
 NM1261  HISTORY     - Date     Condition        Report By
 NM1261  HISTORY     - 1934     MONUMENTED       CGS
 NM1261  HISTORY     - 1946     GOOD             CGS
 NM1261  HISTORY     - 1978     MARK NOT FOUND   USGS
 NM1261  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1261  HISTORY     - 20060829 GOOD             NEDR
 NM1261
 NM1261                          STATION DESCRIPTION
 NM1261
 NM1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1261'0.1 MI NW FROM PLAINVIEW.
 NM1261'0.1 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM1261'THE STATION AT PLAINVIEW, PIERCE COUNTY, AT THE CROSSING OF
 NM1261'A NORTH-AND-SOUTH GRAVEL ROAD, 53 FEET WEST OF THE CENTERLINE OF
 NM1261'THE ROAD, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK,
 NM1261'25 FEET WEST OF A FENCE CORNER, 2.5 FEET NORTHEAST OF THE
 NM1261'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NM1261'POST.  A STANDARD DISK, STAMPED J 38 1934 AND SET IN THE TOP
 NM1261'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NM1261
 NM1261                          STATION RECOVERY (1978)
 NM1261
 NM1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NM1261'MARK NOT FOUND.
 NM1261
 NM1261                          STATION RECOVERY (1999)
 NM1261
 NM1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1261'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NM1261
 NM1261                          STATION RECOVERY (2006)
 NM1261
 NM1261'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (MLH)
 NM1261'FROM THE JUNCTION OF N-13 AND US-20 AT THE WEST EDGE OF PLAINVIEW
 NM1261'GO EAST ON US-20 0.3 MILE TO INTERSECTION WITH WEST STREET.
 NM1261'TURN RIGHT (SOUTH) AND GO 0.14 MILE TO BENCH MARK ON RIGHT
 NM1261'(WEST) SIDE OF WEST STREET. MARK IS 53.8 FEET WEST OF CENTERLINE OF
 NM1261'STREET, 30.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A METAL GARAGE,
 NM1261'26.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE, 15.8 FEET
 NM1261'SOUTHWEST OF A GUY WIRE ANCHOR, AND 13.1 FEET NORTHWEST OF A WITNESS
 NM1261'POST BY A POWER POLE. MARK IS RECESSED 0.4 FEET BELOW THE GROUND
 NM1261'SURFACE. MAGNETIC MATERIAL WAS PLACED ALONG THE NORTH SIDE OF THE
 NM1261'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1440 ***********************************************************************
 NM1440  DESIGNATION -  J 39
 NM1440  PID         -  NM1440
 NM1440  STATE/COUNTY-  NE/KNOX
 NM1440  COUNTRY     -  US
 NM1440  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1440
 NM1440                         *CURRENT SURVEY CONTROL
 NM1440  ______________________________________________________________________
 NM1440* NAD 83(1986) POSITION- 42 43 42.     (N) 097 30 17.     (W)   SCALED
 NM1440* NAVD 88 ORTHO HEIGHT -   439.107 (meters)     1440.64  (feet) ADJUSTED
 NM1440  ______________________________________________________________________
 NM1440  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM1440  DYNAMIC HEIGHT  -        438.966 (meters)     1440.17  (feet) COMP
 NM1440  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 NM1440
 NM1440  VERT ORDER      -  SECOND    CLASS 0
 NM1440
 NM1440.The horizontal coordinates were scaled from a map and have
 NM1440.an estimated accuracy of +/- 6 seconds.
 NM1440
 NM1440.The orthometric height was determined by differential leveling and
 NM1440.adjusted by the NATIONAL GEODETIC SURVEY
 NM1440.in June 1991.
 NM1440
 NM1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1440.GEOID18 height accuracy estimate available here.
 NM1440
 NM1440.Click photographs - Photos may exist for this station.
 NM1440
 NM1440.The dynamic height is computed by dividing the NAVD 88
 NM1440.geopotential number by the normal gravity value computed on the
 NM1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1440.degrees latitude (g = 980.6199 gals.).
 NM1440
 NM1440.The modeled gravity was interpolated from observed gravity values.
 NM1440
 NM1440;                    North         East    Units  Estimated Accuracy
 NM1440;SPC NE       -   324,390.      704,310.      MT  (+/- 180 meters Scaled)
 NM1440
 NM1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN224317(NAD 83)
 NM1440
 NM1440                          SUPERSEDED SURVEY CONTROL
 NM1440
 NM1440  NGVD 29 (??/??/92)  438.894  (m)         1439.94   (f) ADJ UNCH    2 0
 NM1440
 NM1440.Superseded values are not recommended for survey control.
 NM1440
 NM1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1440.See file dsdata.pdf to determine how the superseded data were derived.
 NM1440
 NM1440_MARKER: DB = BENCH MARK DISK
 NM1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1440_STAMPING: J 39 1934
 NM1440_MARK LOGO: CGS
 NM1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1440+STABILITY: SURFACE MOTION
 NM1440
 NM1440  HISTORY     - Date     Condition        Report By
 NM1440  HISTORY     - 1934     MONUMENTED       CGS
 NM1440
 NM1440                          STATION DESCRIPTION
 NM1440
 NM1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1440'AT CROFTON.
 NM1440'AT CROFTON, 58 YARDS NORTH OF CENTERLINE OF STATE HIGHWAY 12,
 NM1440'64 FEET SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 81, 124 FEET EAST
 NM1440'OF PHILLIPS OIL STA., 115 FEET SOUTH OF NORTH FORK IN HIGHWAY
 NM1440'(U.S. 81).  A STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NM1440'HIGH, STAMPED J 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0447 ***********************************************************************
 NP0447  DESIGNATION -  J 4
 NP0447  PID         -  NP0447
 NP0447  STATE/COUNTY-  NE/SIOUX
 NP0447  COUNTRY     -  US
 NP0447  USGS QUAD   -  ANDREWS (2017)
 NP0447
 NP0447                         *CURRENT SURVEY CONTROL
 NP0447  ______________________________________________________________________
 NP0447* NAD 83(1986) POSITION- 42 37 31.0    (N) 103 43 36.7    (W)   HD_HELD2
 NP0447* NAVD 88 ORTHO HEIGHT -  1346.811 (meters)     4418.66  (feet) ADJUSTED
 NP0447  ______________________________________________________________________
 NP0447  GEOID HEIGHT    -        -16.725 (meters)                     GEOID18
 NP0447  DYNAMIC HEIGHT  -       1346.031 (meters)     4416.10  (feet) COMP
 NP0447  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 NP0447
 NP0447  VERT ORDER      -  FIRST     CLASS II
 NP0447
 NP0447.The horizontal coordinates were established by autonomous hand held GPS
 NP0447.observations and have an estimated accuracy of +/- 10 meters.
 NP0447
 NP0447.The orthometric height was determined by differential leveling and
 NP0447.adjusted by the NATIONAL GEODETIC SURVEY
 NP0447.in June 1991.
 NP0447
 NP0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0447.GEOID18 height accuracy estimate available here.
 NP0447
 NP0447.Click photographs - Photos may exist for this station.
 NP0447
 NP0447.The dynamic height is computed by dividing the NAVD 88
 NP0447.geopotential number by the normal gravity value computed on the
 NP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0447.degrees latitude (g = 980.6199 gals.).
 NP0447
 NP0447.The modeled gravity was interpolated from observed gravity values.
 NP0447
 NP0447;                    North         East    Units  Estimated Accuracy
 NP0447;SPC NE       -   316,584.      194,409.      MT  (+/- 10 meters HH2 GPS)
 NP0447
 NP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0440019989(NAD 83)
 NP0447
 NP0447                          SUPERSEDED SURVEY CONTROL
 NP0447
 NP0447  NGVD 29 (??/??/92) 1346.157  (m)         4416.52   (f) ADJ UNCH    1 2
 NP0447
 NP0447.Superseded values are not recommended for survey control.
 NP0447
 NP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0447.See file dsdata.pdf to determine how the superseded data were derived.
 NP0447
 NP0447_MARKER: Q = CHISELED SQUARE
 NP0447_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0447_PROJECTION: PROJECTING 5 CENTIMETERS
 NP0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0447+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2010
 NP0447
 NP0447  HISTORY     - Date     Condition        Report By
 NP0447  HISTORY     - 1902     MONUMENTED       CGS
 NP0447  HISTORY     - 1954     GOOD             CGS
 NP0447  HISTORY     - 20101022 GOOD             GEOCAC
 NP0447
 NP0447                          STATION DESCRIPTION
 NP0447
 NP0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0447'9.6 MI SE FROM HARRISON.
 NP0447'9.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0447'FROM THE STATION AT HARRISON, 0.5 MILE EAST OF THE ROAD CROSSING
 NP0447'AT ANDREWS, 6 1/2 POLES EAST OF MILEPOST 451, 140 FEET SOUTHEAST
 NP0447'OF THE SOUTH END OF A CULVERT, 37 FEET SOUTH OF THE SOUTH RAIL,
 NP0447'12 FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, IN THE
 NP0447'TOP OF A STONE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 NP0447'SURROUNDED BY THE LETTERS USBM.
 NP0447
 NP0447                          STATION RECOVERY (2010)
 NP0447
 NP0447'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NP0447'CORNERS OF THE POST HAVE BEEN BROKEN OFF, LEAVING A USABLE PORTION OF
 NP0447'THE CHISELED SQUARE AND PART OF THE 'B' AND 'M'.  MARK BEARS 114
 NP0447'DEGREES ABOUT 200 FT FROM THE INTERSECTION OF A FIELD ROAD AND THE
 NP0447'ABANDONED RR GRADE, AND ABOUT ONE FT EAST OF A BROKEN OFF STEEL POST.
 NP0447'MARK WAS SET IN 1902 AND PROTRUDES TWO INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1135 ***********************************************************************
 NM1135  DESIGNATION -  J 40
 NM1135  PID         -  NM1135
 NM1135  STATE/COUNTY-  NE/CEDAR
 NM1135  COUNTRY     -  US
 NM1135  USGS QUAD   -  COLERIDGE (2017)
 NM1135
 NM1135                         *CURRENT SURVEY CONTROL
 NM1135  ______________________________________________________________________
 NM1135* NAD 83(1986) POSITION- 42 30 27.     (N) 097 12 12.     (W)   SCALED
 NM1135* NAVD 88 ORTHO HEIGHT -   472.570 (meters)     1550.42  (feet) ADJUSTED
 NM1135  ______________________________________________________________________
 NM1135  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 NM1135  DYNAMIC HEIGHT  -        472.399 (meters)     1549.86  (feet) COMP
 NM1135  MODELED GRAVITY -    980,244.6   (mgal)                       NAVD 88
 NM1135
 NM1135  VERT ORDER      -  SECOND    CLASS 0
 NM1135
 NM1135.The horizontal coordinates were scaled from a map and have
 NM1135.an estimated accuracy of +/- 6 seconds.
 NM1135
 NM1135.The orthometric height was determined by differential leveling and
 NM1135.adjusted by the NATIONAL GEODETIC SURVEY
 NM1135.in June 1991.
 NM1135
 NM1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1135.GEOID18 height accuracy estimate available here.
 NM1135
 NM1135.Click photographs - Photos may exist for this station.
 NM1135
 NM1135.The dynamic height is computed by dividing the NAVD 88
 NM1135.geopotential number by the normal gravity value computed on the
 NM1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1135.degrees latitude (g = 980.6199 gals.).
 NM1135
 NM1135.The modeled gravity was interpolated from observed gravity values.
 NM1135
 NM1135;                    North         East    Units  Estimated Accuracy
 NM1135;SPC NE       -   300,630.      729,770.      MT  (+/- 180 meters Scaled)
 NM1135
 NM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN476076(NAD 83)
 NM1135
 NM1135                          SUPERSEDED SURVEY CONTROL
 NM1135
 NM1135  NGVD 29 (??/??/92)  472.358  (m)         1549.73   (f) ADJ UNCH    2 0
 NM1135
 NM1135.Superseded values are not recommended for survey control.
 NM1135
 NM1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1135.See file dsdata.pdf to determine how the superseded data were derived.
 NM1135
 NM1135_MARKER: DB = BENCH MARK DISK
 NM1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1135_STAMPING: J 40 1934
 NM1135_MARK LOGO: CGS
 NM1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1135+STABILITY: SURFACE MOTION
 NM1135
 NM1135  HISTORY     - Date     Condition        Report By
 NM1135  HISTORY     - 1934     MONUMENTED       CGS
 NM1135  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1135
 NM1135                          STATION DESCRIPTION
 NM1135
 NM1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1135'AT CALERIDGE.
 NM1135'IS LOCATED AT CALERIDGE, 87 YARDS NORTHWEST OF C.ST.P.M. AND
 NM1135'O.RWY. STATION, 20 YARDS NORTHWEST OF M.P. 24, 50.7 FEET WEST
 NM1135'OF CENTERLINE OF A STREET, 28.4 FEET NORTHEAST OF NORTHEAST
 NM1135'RAIL OF TRACKS, 26.1 FEET EAST OF SWITCH AND NORTHWEST END OF
 NM1135'A SIDE TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM1135'5 INCHES HIGH.
 NM1135
 NM1135                          STATION RECOVERY (1966)
 NM1135
 NM1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0552 ***********************************************************************
 NP0552  DESIGNATION -  J 416
 NP0552  PID         -  NP0552
 NP0552  STATE/COUNTY-  NE/DAWES
 NP0552  COUNTRY     -  US
 NP0552  USGS QUAD   -  HORN (2017)
 NP0552
 NP0552                         *CURRENT SURVEY CONTROL
 NP0552  ______________________________________________________________________
 NP0552* NAD 83(1986) POSITION- 42 48 52.     (N) 103 29 36.     (W)   SCALED
 NP0552* NAVD 88 ORTHO HEIGHT -  1132.932 (meters)     3716.96  (feet) ADJUSTED
 NP0552  ______________________________________________________________________
 NP0552  GEOID HEIGHT    -        -17.033 (meters)                     GEOID18
 NP0552  DYNAMIC HEIGHT  -       1132.358 (meters)     3715.08  (feet) COMP
 NP0552  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 NP0552
 NP0552  VERT ORDER      -  FIRST     CLASS II
 NP0552
 NP0552.The horizontal coordinates were scaled from a map and have
 NP0552.an estimated accuracy of +/- 6 seconds.
 NP0552
 NP0552.The orthometric height was determined by differential leveling and
 NP0552.adjusted by the NATIONAL GEODETIC SURVEY
 NP0552.in June 1991.
 NP0552
 NP0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0552.GEOID18 height accuracy estimate available here.
 NP0552
 NP0552.Click photographs - Photos may exist for this station.
 NP0552
 NP0552.The dynamic height is computed by dividing the NAVD 88
 NP0552.geopotential number by the normal gravity value computed on the
 NP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0552.degrees latitude (g = 980.6199 gals.).
 NP0552
 NP0552.The modeled gravity was interpolated from observed gravity values.
 NP0552
 NP0552;                    North         East    Units  Estimated Accuracy
 NP0552;SPC NE       -   336,780.      214,400.      MT  (+/- 180 meters Scaled)
 NP0552
 NP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH231413(NAD 83)
 NP0552
 NP0552                          SUPERSEDED SURVEY CONTROL
 NP0552
 NP0552.No superseded survey control is available for this station.
 NP0552
 NP0552_MARKER: I = METAL ROD
 NP0552_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0552+WITH SETTING: INFORMATION.
 NP0552_STAMPING: J 416 1985
 NP0552_MARK LOGO: NGS
 NP0552_PROJECTION: FLUSH
 NP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0552_ROD/PIPE-DEPTH: 2.4 meters
 NP0552
 NP0552  HISTORY     - Date     Condition        Report By
 NP0552  HISTORY     - 1985     MONUMENTED       NGS
 NP0552
 NP0552                          STATION DESCRIPTION
 NP0552
 NP0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0552'20.4 KM (12.7 MI) NORTH FROM CRAWFORD.
 NP0552'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0552'THE JUNCTION OF MAIN STREET AT CRWAFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0552'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0552'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0552'KM 0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0552'RAILROAD CROSSING, THENCE 8.6 KM (5.35 MI) NORTHWEST ALONG THE EAST
 NP0552'SIDE OF THE TRACKS ON A GRAVEL ROAD, NEAR A SWITCH BOX, 17.4 METERS
 NP0552'(57 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 21.6 METERS (71 FT)
 NP0552'NORTHEAST OF THE NORTHEAST RAIL, 20.9 METERS (68.6 FT) EAST OF THE
 NP0552'SOUTHEAST CORNER OF THE SWITCH BOX, 4.3 METERS (14 FT) SOUTHEAST OF A
 NP0552'GUY ANCHOR AND 1.7 METERS (5.6 FT) NORTHWEST OF A GUYED POWER POLE.
 NP0552'ROD SET TO 8 FOOT ANCHORED REFUSAL.
 NP0552'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0552'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0343 ***********************************************************************
 MN0343  CBN         -  This is a Cooperative Base Network Control Station.
 MN0343  DESIGNATION -  J 417
 MN0343  PID         -  MN0343
 MN0343  STATE/COUNTY-  NE/MORRILL
 MN0343  COUNTRY     -  US
 MN0343  USGS QUAD   -  ANGORA (2017)
 MN0343
 MN0343                         *CURRENT SURVEY CONTROL
 MN0343  ______________________________________________________________________
 MN0343* NAD 83(2011) POSITION- 41 49 12.47703(N) 103 08 39.85208(W)   ADJUSTED
 MN0343* NAD 83(2011) ELLIP HT-  1270.765 (meters)        (06/27/12)   ADJUSTED
 MN0343* NAD 83(2011) EPOCH   -  2010.00
 MN0343* NAVD 88 ORTHO HEIGHT -  1290.071 (meters)     4232.51  (feet) ADJUSTED
 MN0343  ______________________________________________________________________
 MN0343  GEOID HEIGHT    -        -19.312 (meters)                     GEOID18
 MN0343  NAD 83(2011) X  - -1,082,746.331 (meters)                     COMP
 MN0343  NAD 83(2011) Y  - -4,636,544.964 (meters)                     COMP
 MN0343  NAD 83(2011) Z  -  4,231,583.551 (meters)                     COMP
 MN0343  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 MN0343  DYNAMIC HEIGHT  -       1289.224 (meters)     4229.73  (feet) COMP
 MN0343  MODELED GRAVITY -    979,921.3   (mgal)                       NAVD 88
 MN0343
 MN0343  VERT ORDER      -  FIRST     CLASS II
 MN0343
 MN0343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0343  Standards:
 MN0343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0343  -------------------------------------------------------------------
 MN0343  NETWORK    0.60   1.67           0.28   0.19   0.85      0.00332374
 MN0343  -------------------------------------------------------------------
 MN0343  Click here for local accuracies and other accuracy information.
 MN0343
 MN0343.The horizontal coordinates were established by GPS observations
 MN0343.and adjusted by the National Geodetic Survey in June 2012.
 MN0343
 MN0343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0343.been affixed to the stable North American tectonic plate. See 
 MN0343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0343
 MN0343.The horizontal coordinates are valid at the epoch date displayed above
 MN0343.which is a decimal equivalence of Year/Month/Day.
 MN0343
 MN0343.The orthometric height was determined by differential leveling and
 MN0343.adjusted by the NATIONAL GEODETIC SURVEY
 MN0343.in June 1991.
 MN0343
 MN0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0343.GEOID18 height accuracy estimate available here.
 MN0343
 MN0343.Click photographs - Photos may exist for this station.
 MN0343
 MN0343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0343
 MN0343.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0343
 MN0343.The ellipsoidal height was determined by GPS observations
 MN0343.and is referenced to NAD 83.
 MN0343
 MN0343.The dynamic height is computed by dividing the NAVD 88
 MN0343.geopotential number by the normal gravity value computed on the
 MN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0343.degrees latitude (g = 980.6199 gals.).
 MN0343
 MN0343.The modeled gravity was interpolated from observed gravity values.
 MN0343
 MN0343. The following values were computed from the NAD 83(2011) position.
 MN0343
 MN0343;                    North         East     Units Scale Factor Converg.
 MN0343;SPC NE       -   225,334.740   238,894.270   MT  0.99967360   -2 05 01.6
 MN0343;SPC NE       -   739,285.73    783,772.28   sFT  0.99967360   -2 05 01.6
 MN0343;UTM  13      - 4,631,470.380   654,111.148   MT  0.99989226   +1 14 15.2
 MN0343
 MN0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0343!SPC NE       -   0.99980073  x   0.99967360  =   0.99947439
 MN0343!UTM  13      -   0.99980073  x   0.99989226  =   0.99969301
 MN0343
 MN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5411131470(NAD 83)
 MN0343
 MN0343                          SUPERSEDED SURVEY CONTROL
 MN0343
 MN0343  NAD 83(2007)-  41 49 12.47683(N)    103 08 39.85305(W) AD(2002.00) 0
 MN0343  ELLIP H (02/10/07) 1270.792  (m)                       GP(2002.00)    
 MN0343  ELLIP H (09/24/01) 1270.776  (m)                       GP(       ) 4 1
 MN0343  NAD 83(1995)-  41 49 12.47616(N)    103 08 39.85297(W) AD(       ) B
 MN0343  ELLIP H (06/25/96) 1270.829  (m)                       GP(       ) 1 1
 MN0343  ELLIP H (01/07/93) 1270.906  (m)                       GP(       ) 4 2
 MN0343  NAD 83(1986)-  41 49 12.46998(N)    103 08 39.85167(W) AD(       ) 1
 MN0343  NAVD 88            1290.07   (m)         4232.5    (f) LEVELING    3  
 MN0343  NGVD 29            1289.49   (m)         4230.6    (f) LEVELING    3  
 MN0343
 MN0343.Superseded values are not recommended for survey control.
 MN0343
 MN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0343.See file dsdata.pdf to determine how the superseded data were derived.
 MN0343
 MN0343_MARKER: F = FLANGE-ENCASED ROD
 MN0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0343_STAMPING: J 417 1985
 MN0343_MARK LOGO: NGS
 MN0343_PROJECTION: RECESSED 15 CENTIMETERS
 MN0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0343+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 MN0343_ROD/PIPE-DEPTH: 3.2 meters
 MN0343
 MN0343  HISTORY     - Date     Condition        Report By
 MN0343  HISTORY     - 1985     MONUMENTED       NGS
 MN0343  HISTORY     - 19890712 GOOD             NGS
 MN0343  HISTORY     - 19950516 GOOD             NGS
 MN0343  HISTORY     - 20060716 GOOD             JCLS
 MN0343  HISTORY     - 20170829 GOOD             NEGS
 MN0343  HISTORY     - 20191125 GOOD             NDOT
 MN0343  HISTORY     - 20201019 GOOD             NEGS
 MN0343
 MN0343                          STATION DESCRIPTION
 MN0343
 MN0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0343'4.1 KM (2.55 MI) SW FROM ANGORA.
 MN0343'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0343'ANGORA, THENCE 4.02 KM (2.5 MI) SOUTHWEST ALONG US HIGHWAY 385, 0.16
 MN0343'KM (0.1 MI) SOUTHWEST OF A T JUNCTION POWER LINE POLE, 1.13 KM (0.7
 MN0343'MI) NORTHEAST OF THE JUNCTION OF COUNTY ROAD 62 A LINK, 22.6 METERS
 MN0343'(7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.8 METERS (32 FT)
 MN0343'SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER AND 0.6 METER (2.1 FT)
 MN0343'NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0343'5-INCH LOGO CAP.
 MN0343'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0343'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MN0343
 MN0343                          STATION RECOVERY (1989)
 MN0343
 MN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0343'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) NORTH OF BRIDGEPORT, 4
 MN0343'KM (2.50 MI) SOUTHWEST OF ANGORA, 1.1 KM (0.70 MI) NORTHEAST OF THE
 MN0343'JUNCTION OF U.S. HIGWAY 385 AND STATE ROUTE 62A LINK ALONG THE HIGHWAY
 MN0343'RIGHT-OF-WAY.  OWNERSHIP--NE DEPT OF ROADS.
 MN0343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND STATE
 MN0343'ROUTE 62A LINK, GO NORTHEAST ON U.S. HIGHWAY 385 FOR 1.07 KM
 MN0343'(0.65 MI) TO THE STATION ON THE RIGHT.
 MN0343'THE STATION MARK IS A NGS DATUM CAP CRIMPED TO A ROD INSIDE A NGS LOGO
 MN0343'COVER STAMPED ---J 417 1985--- AND SET 59 M (193.6 FT) NORTH OF A
 MN0343'CABLE GUARD RAIL, 22.5 M (73.8 FT) EAST OF AND LEVEL WITH THE HIGHWAY,
 MN0343'10.0 M (32.8 FT) WOUTH OF A RIGHT-OF-WAY POST AT THE CENTER ONE OF
 MN0343'THREE FENCE BRACES POSTS, 0.8 M (2.6 FT) WEST OF A FENCE AND 0.3 M
 MN0343'(1.0 FT) NORTH OF A WITNESS POST.
 MN0343'DESCRIBED BY G.R.HEID, EDITED BY R.D.BALL AND E.A.RICE.
 MN0343
 MN0343                          STATION RECOVERY (1995)
 MN0343
 MN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0343'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF ANGORA, 0.75 MI
 MN0343'(1.21 KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 62A LINK, ON THE
 MN0343'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 385 AND IN THE SW 1/4, SEC5, T21N,
 MN0343'R50W, 0.1 MI (0.2 KM) SOUTHWEST OF WHERE A POWERLINE CROSSES OVER THE
 MN0343'HIGHWAY.  TO REACH THE MARK FROM THE ANGORA POST OFFICE, GO EAST FOR
 MN0343'0.05 MI (0.08 KM) TO U.S. HIGHWAY 385.  TURN RIGHT AND GO SOUTHWEST ON
 MN0343'THE HIGHWAY FOR 2.5 MI (4.0 KM) TO THE MARK ON THE LEFT.  THE MARK IS
 MN0343'A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP
 MN0343'THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND.  IT IS 123.2 FT
 MN0343'(37.6 M) EAST-SOUTHEAST OF THE NORTH END OF A METAL CULVERT UNDER A
 MN0343'FIELD DRIVE ON THE NORTHWEST SIDE OF THE HIGHWAY, 74.0 FT (22.6 M)
 MN0343'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.6 FT (9.9 M) SOUTHWEST
 MN0343'OF A CONCRETE RIGHT-OF-WAY MARKER, 31.7 FT (9.7 M) SOUTHWEST OF A
 MN0343'DOUBLE-BRACED FENCE POST IN THE RIGHT-OF-WAY FENCE, 2.1 FT (0.6 M)
 MN0343'NORTHWEST OF THE FENCE AND 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 MN0343
 MN0343                          STATION RECOVERY (2006)
 MN0343
 MN0343'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0343'RECOVERED IN GOOD CONDITION.
 MN0343
 MN0343                          STATION RECOVERY (2017)
 MN0343
 MN0343'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 MN0343'FOUND GOOD 
 MN0343'STATION IS ALSO NEAR MILE POST 85+36 FOR HIGHWAY 385
 MN0343
 MN0343                          STATION RECOVERY (2019)
 MN0343
 MN0343'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (BO)
 MN0343'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 385 AND NEBRASKA LINK 62A
 MN0343'APPROXIMATELY 3 MI (4.8 KM) SOUTH OF ANGORA, NE., GO NORTH-NORTHEAST
 MN0343'ON U.S. HIGHWAY 385 APPROXIMATELY 0.65 MI (1.05 KM) TO THE STATION ON
 MN0343'THE RIGHT (SOUTHEAST).
 MN0343'
 MN0343'THE MARK IS LOCATED APPROXIMATELY 74.0 FT (22.6 M) SOUTHEAST OF THE
 MN0343'CENTERLINE OF U.S. HIGHWAY 385.  THE REMAINING TIES FROM THE 1995
 MN0343'STATION RECOVERY ARE STILL ADEQUATE AS WELL AS THE MILE POST OF 85+36
 MN0343'REPORTED IN THE 2017 STATION RECOVERY.
 MN0343
 MN0343                          STATION RECOVERY (2020)
 MN0343
 MN0343'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 MN0343'TO REACH FROM THE JUNCTION OF U.S. HWY.385 AND NE. LINK 62A
 MN0343'APPROXIMATELY 3.0 MI (4.8 KM) SOUTHWEST OF ANGORA, NE., GO NORTHEAST
 MN0343'ON U.S. HIGHWAY 385 FOR APPROXIMATELY 0.65 MI (1.05 KM) TO THE STATION
 MN0343'ON THE RIGHT (SOUTHEAST) AT MILE POST 85.36.  THE MARK IS 123.2 FT
 MN0343'(37.6 M) EAST-SOUTHEAST OF THE NORTH END OF A CMCP UNDER A FIELD DRIVE
 MN0343'IN THE NORTHWEST ROW, 66.0 FT (20.1 M) SOUTHEAST OF THE CENTERLINE OF
 MN0343'NORTH BOUND LANE, 32.6 FT (9.9 M) SOUTHWEST OF A CONCRETE ROW MARKER,
 MN0343'31.7 FT (9.7 M) SOUTHWEST OF A DOUBLE BRACED FENCE POST, 2.1 FT (0.6
 MN0343'M) NORTHWEST OF A FENCE LINE AND 1.0 FT (0.3 M) NORTHEAST OF A ORANGE
 MN0343'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0373 ***********************************************************************
 MN0373  DESIGNATION -  J 418
 MN0373  PID         -  MN0373
 MN0373  STATE/COUNTY-  NE/CHEYENNE
 MN0373  COUNTRY     -  US
 MN0373  USGS QUAD   -  GURLEY (2017)
 MN0373
 MN0373                         *CURRENT SURVEY CONTROL
 MN0373  ______________________________________________________________________
 MN0373* NAD 83(1986) POSITION- 41 15 39.     (N) 102 58 25.     (W)   SCALED
 MN0373* NAVD 88 ORTHO HEIGHT -  1295.379 (meters)     4249.92  (feet) ADJUSTED
 MN0373  ______________________________________________________________________
 MN0373  GEOID HEIGHT    -        -19.808 (meters)                     GEOID18
 MN0373  DYNAMIC HEIGHT  -       1294.465 (meters)     4246.92  (feet) COMP
 MN0373  MODELED GRAVITY -    979,872.9   (mgal)                       NAVD 88
 MN0373
 MN0373  VERT ORDER      -  FIRST     CLASS II
 MN0373
 MN0373.The horizontal coordinates were scaled from a map and have
 MN0373.an estimated accuracy of +/- 6 seconds.
 MN0373
 MN0373.The orthometric height was determined by differential leveling and
 MN0373.adjusted by the NATIONAL GEODETIC SURVEY
 MN0373.in June 1991.
 MN0373
 MN0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0373.GEOID18 height accuracy estimate available here.
 MN0373
 MN0373.Click photographs - Photos may exist for this station.
 MN0373
 MN0373.The dynamic height is computed by dividing the NAVD 88
 MN0373.geopotential number by the normal gravity value computed on the
 MN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0373.degrees latitude (g = 980.6199 gals.).
 MN0373
 MN0373.The modeled gravity was interpolated from observed gravity values.
 MN0373
 MN0373;                    North         East    Units  Estimated Accuracy
 MN0373;SPC NE       -   162,770.      250,940.      MT  (+/- 180 meters Scaled)
 MN0373
 MN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF697696(NAD 83)
 MN0373
 MN0373                          SUPERSEDED SURVEY CONTROL
 MN0373
 MN0373.No superseded survey control is available for this station.
 MN0373
 MN0373_MARKER: I = METAL ROD
 MN0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0373_STAMPING: J 418 1985
 MN0373_MARK LOGO: NGS
 MN0373_PROJECTION: FLUSH
 MN0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0373+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 MN0373_ROD/PIPE-DEPTH: 5.2 meters
 MN0373
 MN0373  HISTORY     - Date     Condition        Report By
 MN0373  HISTORY     - 1985     MONUMENTED       NGS
 MN0373  HISTORY     - 20071205 GOOD             NEDR
 MN0373
 MN0373                          STATION DESCRIPTION
 MN0373
 MN0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0373'6.8 KM (4.2 MI) SOUTH FROM GURLEY.
 MN0373'6.8 KM (4.2 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0373'STREET AT GURLEY, AT THE NORTH EDGE OF A HISTORICAL MARKER AND SMALL
 MN0373'PICNIC AREA, 26.5 METERS (89 FT) WEST OF THE HIGHWAY CENTERLINE, 11.6
 MN0373'METERS (38 FT) NORTHWEST OF THE CENTER OF AN ASPHALT TURN AROUND ROAD,
 MN0373'29.3 METERS (96 FT) NORTH-NORTHEAST OF THE NORTH LEG OF THE MARKER,
 MN0373'0.3 METER (1 FT) NORTH OF AN IRON FENCE POST AND 18.8 METERS (61.7 FT)
 MN0373'EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 MN0373'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0373'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 MN0373'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 MN0373
 MN0373                          STATION RECOVERY (2007)
 MN0373
 MN0373'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0392 ***********************************************************************
 MN0392  DESIGNATION -  J 422
 MN0392  PID         -  MN0392
 MN0392  STATE/COUNTY-  NE/KEITH
 MN0392  COUNTRY     -  US
 MN0392  USGS QUAD   -  BIG SPRINGS (2017)
 MN0392
 MN0392                         *CURRENT SURVEY CONTROL
 MN0392  ______________________________________________________________________
 MN0392* NAD 83(1986) POSITION- 41 04 29.3    (N) 102 00 36.5    (W)   HD_HELD2
 MN0392* NAVD 88 ORTHO HEIGHT -  1018.447 (meters)     3341.35  (feet) ADJUSTED
 MN0392  ______________________________________________________________________
 MN0392  GEOID HEIGHT    -        -20.696 (meters)                     GEOID18
 MN0392  DYNAMIC HEIGHT  -       1017.798 (meters)     3339.23  (feet) COMP
 MN0392  MODELED GRAVITY -    979,951.9   (mgal)                       NAVD 88
 MN0392
 MN0392  VERT ORDER      -  FIRST     CLASS II
 MN0392
 MN0392.The horizontal coordinates were established by autonomous hand held GPS
 MN0392.observations and have an estimated accuracy of +/- 10 meters.
 MN0392
 MN0392.The orthometric height was determined by differential leveling and
 MN0392.adjusted by the NATIONAL GEODETIC SURVEY
 MN0392.in June 1991.
 MN0392
 MN0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0392.GEOID18 height accuracy estimate available here.
 MN0392
 MN0392.Click photographs - Photos may exist for this station.
 MN0392
 MN0392.The dynamic height is computed by dividing the NAVD 88
 MN0392.geopotential number by the normal gravity value computed on the
 MN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0392.degrees latitude (g = 980.6199 gals.).
 MN0392
 MN0392.The modeled gravity was interpolated from observed gravity values.
 MN0392
 MN0392;                    North         East    Units  Estimated Accuracy
 MN0392;SPC NE       -   139,799.      331,136.      MT  (+/- 10 meters HH2 GPS)
 MN0392
 MN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5118351369(NAD 83)
 MN0392
 MN0392                          SUPERSEDED SURVEY CONTROL
 MN0392
 MN0392  NGVD 29 (02/14/92) 1017.995  (m)         3339.87   (f) ADJUSTED    1 2
 MN0392
 MN0392.Superseded values are not recommended for survey control.
 MN0392
 MN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0392.See file dsdata.pdf to determine how the superseded data were derived.
 MN0392
 MN0392_MARKER: I = METAL ROD
 MN0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0392_STAMPING: J 422 1986
 MN0392_MARK LOGO: NGS
 MN0392_PROJECTION: FLUSH
 MN0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0392_ROD/PIPE-DEPTH: 12.5 meters
 MN0392
 MN0392  HISTORY     - Date     Condition        Report By
 MN0392  HISTORY     - 1986     MONUMENTED       NGS
 MN0392
 MN0392                          STATION DESCRIPTION
 MN0392
 MN0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0392'6.0 KM (3.7 MI) EAST FROM BIG SPRINGS.
 MN0392'6.0 KM (3.75 MI) EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 MN0392'ROUTE 25 B IN BIG SPRINGS, AT A TRACK ROAD LEADING SOUTH OVER THE
 MN0392'UNION PACIFIC RAILROAD TO AN IRON GATE, 12.2 METERS (40 FT) SOUTH OF
 MN0392'THE CENTER OF THE GRAVEL ROAD, 4.6 METERS (15 FT) WEST OF THE CENTER
 MN0392'OF THE TRACK ROAD, 32.6 METERS (107 FT) NORTH OF THE NORTH RAIL OF TH
 MN0392'UNION PACIFIC RAILROAD AND 27.4 METERS (90 FT) NORTH-NORTHEAST OF
 MN0392'CENTER OF THE NORTH END OF THE MOST EAST 1 OF 2 48-INCH METAL PIPE
 MN0392'CULVERTS UNDER THE RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0392'THROUGH A 5-INCH LOGO CAP.
 MN0392'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0392'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0958 ***********************************************************************
 LH0958  DESIGNATION -  J 423
 LH0958  PID         -  LH0958
 LH0958  STATE/COUNTY-  NE/FURNAS
 LH0958  COUNTRY     -  US
 LH0958  USGS QUAD   -  HENDLEY (2017)
 LH0958
 LH0958                         *CURRENT SURVEY CONTROL
 LH0958  ______________________________________________________________________
 LH0958* NAD 83(1986) POSITION- 40 11 24.     (N) 099 53 30.     (W)   SCALED
 LH0958* NAVD 88 ORTHO HEIGHT -   718.158 (meters)     2356.16  (feet) ADJUSTED
 LH0958  ______________________________________________________________________
 LH0958  GEOID HEIGHT    -        -24.657 (meters)                     GEOID18
 LH0958  DYNAMIC HEIGHT  -        717.700 (meters)     2354.65  (feet) COMP
 LH0958  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 LH0958
 LH0958  VERT ORDER      -  FIRST     CLASS II
 LH0958
 LH0958.The horizontal coordinates were scaled from a map and have
 LH0958.an estimated accuracy of +/- 6 seconds.
 LH0958
 LH0958.The orthometric height was determined by differential leveling and
 LH0958.adjusted by the NATIONAL GEODETIC SURVEY
 LH0958.in June 1991.
 LH0958
 LH0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0958.GEOID18 height accuracy estimate available here.
 LH0958
 LH0958.Click photographs - Photos may exist for this station.
 LH0958
 LH0958.The dynamic height is computed by dividing the NAVD 88
 LH0958.geopotential number by the normal gravity value computed on the
 LH0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0958.degrees latitude (g = 980.6199 gals.).
 LH0958
 LH0958.The modeled gravity was interpolated from observed gravity values.
 LH0958
 LH0958;                    North         East    Units  Estimated Accuracy
 LH0958;SPC NE       -    39,610.      509,230.      MT  (+/- 180 meters Scaled)
 LH0958
 LH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240492(NAD 83)
 LH0958
 LH0958                          SUPERSEDED SURVEY CONTROL
 LH0958
 LH0958  NGVD 29 (02/14/92)  717.873  (m)         2355.22   (f) ADJUSTED    1 2
 LH0958
 LH0958.Superseded values are not recommended for survey control.
 LH0958
 LH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0958.See file dsdata.pdf to determine how the superseded data were derived.
 LH0958
 LH0958_MARKER: I = METAL ROD
 LH0958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0958_STAMPING: J 423 1986
 LH0958_MARK LOGO: NGS
 LH0958_PROJECTION: FLUSH
 LH0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0958_ROD/PIPE-DEPTH: 12.2 meters
 LH0958
 LH0958  HISTORY     - Date     Condition        Report By
 LH0958  HISTORY     - 1986     MONUMENTED       NGS
 LH0958
 LH0958                          STATION DESCRIPTION
 LH0958
 LH0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0958'13.0 KM (8.1 MI) SOUTH FROM ARAPAHOE.
 LH0958'13.05 KM (8.15 MI) SOUTH ALONG US HGIHWAY 283 FROM THE JUNCTION OF US
 LH0958'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T
 LH0958'JUNCTION OF A DIRT ROAD LEADING WEST, 32.9 METERS (108 FT) WEST OF THE
 LH0958'HIGHWAY CENTERLINE, 50.6 METERS (166 FT) NORTHWEST ACROSS THE HIGHWAY
 LH0958'FROM MILEPOST 13, 11.1 METERS (36.5 FT) NORTH OF THE CENTER OF THE
 LH0958'ROAD, 5.2 METERS (17 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT)
 LH0958'EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LH0958'THROUGH A 5-INCH LOGO CAP.
 LH0958'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0958'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0314 ***********************************************************************
 MM0314  DESIGNATION -  J 424
 MM0314  PID         -  MM0314
 MM0314  STATE/COUNTY-  NE/LINCOLN
 MM0314  COUNTRY     -  US
 MM0314  USGS QUAD   -  HERSHEY WEST (2017)
 MM0314
 MM0314                         *CURRENT SURVEY CONTROL
 MM0314  ______________________________________________________________________
 MM0314* NAD 83(1986) POSITION- 41 09 49.     (N) 101 03 53.     (W)   SCALED
 MM0314* NAVD 88 ORTHO HEIGHT -   892.646 (meters)     2928.62  (feet) ADJUSTED
 MM0314  ______________________________________________________________________
 MM0314  GEOID HEIGHT    -        -21.890 (meters)                     GEOID18
 MM0314  DYNAMIC HEIGHT  -        892.111 (meters)     2926.87  (feet) COMP
 MM0314  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 MM0314
 MM0314  VERT ORDER      -  FIRST     CLASS II
 MM0314
 MM0314.The horizontal coordinates were scaled from a map and have
 MM0314.an estimated accuracy of +/- 6 seconds.
 MM0314
 MM0314.The orthometric height was determined by differential leveling and
 MM0314.adjusted by the NATIONAL GEODETIC SURVEY
 MM0314.in June 1991.
 MM0314
 MM0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0314.GEOID18 height accuracy estimate available here.
 MM0314
 MM0314.Click photographs - Photos may exist for this station.
 MM0314
 MM0314.The dynamic height is computed by dividing the NAVD 88
 MM0314.geopotential number by the normal gravity value computed on the
 MM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0314.degrees latitude (g = 980.6199 gals.).
 MM0314
 MM0314.The modeled gravity was interpolated from observed gravity values.
 MM0314
 MM0314;                    North         East    Units  Estimated Accuracy
 MM0314;SPC NE       -   148,250.      410,670.      MT  (+/- 180 meters Scaled)
 MM0314
 MM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL267589(NAD 83)
 MM0314
 MM0314                          SUPERSEDED SURVEY CONTROL
 MM0314
 MM0314  NGVD 29 (02/14/92)  892.258  (m)         2927.35   (f) ADJUSTED    1 2
 MM0314
 MM0314.Superseded values are not recommended for survey control.
 MM0314
 MM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0314.See file dsdata.pdf to determine how the superseded data were derived.
 MM0314
 MM0314_MARKER: I = METAL ROD
 MM0314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0314_STAMPING: J 424 1986
 MM0314_MARK LOGO: NGS
 MM0314_PROJECTION: FLUSH
 MM0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0314+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 MM0314_ROD/PIPE-DEPTH: 9.7 meters
 MM0314
 MM0314  HISTORY     - Date     Condition        Report By
 MM0314  HISTORY     - 1986     MONUMENTED       NGS
 MM0314  HISTORY     - 20090303 GOOD             NEDR
 MM0314
 MM0314                          STATION DESCRIPTION
 MM0314
 MM0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0314'5.3 KM (3.3 MI) EAST FROM SUTHERLAND.
 MM0314'5.32 KM (3.33 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0314'HIGHWAY 25 SOUTH AT SUTHERLAND, IN THE NORTHWEST CORNER OF THE T
 MM0314'JUNCTION OF A FIELD ENTRANCE ROAD, 0.08 KM (0.05 MI) WEST OF MILEPOST
 MM0314'161, 9.8 METERS (32.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 METERS
 MM0314'(16.5 FT) WEST OF THE CENTER OF THE ROAD, 0.4 METER (1.5 FT) SOUTH OF
 MM0314'A FENCE AND 0.3 METER (1 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER.
 MM0314'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0314'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0314'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 MM0314
 MM0314                          STATION RECOVERY (2009)
 MM0314
 MM0314'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 MM0314'DESCRIBED BY THE NEBRASKA DEPARTMENT OF ROADS (JPC)
 MM0314'FROM THE JUNCTION OF STATE HIGHWAY 25 SOUTH AND U.S. HIGHWAY 30 AT
 MM0314'SUTHERLAND, NE., GO EAST ON U.S. HIGHWAY 30 FOR 3.33 MILES TO HIGHWAY
 MM0314'MILEPOST 160+95 AND A FIELD ENTRANCE NORTH AND THE MARK.
 MM0314'THE MARK IS 16.5 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 32.5
 MM0314'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 FEET SOUTH OF THE
 MM0314'WEST END OF A CONCRETE CULVERT PIPE, 1.0 FOOT EAST OF A WITNESS POST
 MM0314'AND FLUSH WITH THE GROUND. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 MM0314'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0991 ***********************************************************************
 LH0991  DESIGNATION -  J 425
 LH0991  PID         -  LH0991
 LH0991  STATE/COUNTY-  NE/DAWSON
 LH0991  COUNTRY     -  US
 LH0991  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0991
 LH0991                         *CURRENT SURVEY CONTROL
 LH0991  ______________________________________________________________________
 LH0991* NAD 83(1986) POSITION- 40 46 26.28   (N) 099 44 29.28   (W)   HD_HELD1
 LH0991* NAVD 88 ORTHO HEIGHT -   728.376 (meters)     2389.68  (feet) ADJUSTED
 LH0991  ______________________________________________________________________
 LH0991  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 LH0991  DYNAMIC HEIGHT  -        727.950 (meters)     2388.28  (feet) COMP
 LH0991  MODELED GRAVITY -    980,015.6   (mgal)                       NAVD 88
 LH0991
 LH0991  VERT ORDER      -  FIRST     CLASS II
 LH0991
 LH0991.The horizontal coordinates were determined by differentially corrected
 LH0991.hand held GPS observations or other comparable positioning techniques
 LH0991.and have an estimated accuracy of +/- 3 meters.
 LH0991
 LH0991.The orthometric height was determined by differential leveling and
 LH0991.adjusted by the NATIONAL GEODETIC SURVEY
 LH0991.in June 1991.
 LH0991
 LH0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0991.GEOID18 height accuracy estimate available here.
 LH0991
 LH0991.Click photographs - Photos may exist for this station.
 LH0991
 LH0991.The dynamic height is computed by dividing the NAVD 88
 LH0991.geopotential number by the normal gravity value computed on the
 LH0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0991.degrees latitude (g = 980.6199 gals.).
 LH0991
 LH0991.The modeled gravity was interpolated from observed gravity values.
 LH0991
 LH0991;                    North         East    Units  Estimated Accuracy
 LH0991;SPC NE       -   104,469.2     521,820.2     MT  (+/- 3 meters HH1 GPS) 
 LH0991
 LH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3742813930(NAD 83)
 LH0991
 LH0991                          SUPERSEDED SURVEY CONTROL
 LH0991
 LH0991  NGVD 29 (02/14/92)  728.101  (m)         2388.78   (f) ADJUSTED    1 2
 LH0991
 LH0991.Superseded values are not recommended for survey control.
 LH0991
 LH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0991.See file dsdata.pdf to determine how the superseded data were derived.
 LH0991
 LH0991_MARKER: I = METAL ROD
 LH0991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0991_STAMPING: J 425 1986
 LH0991_MARK LOGO: NGS
 LH0991_PROJECTION: FLUSH
 LH0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0991+STABILITY: POSITION/ELEVATION WELL
 LH0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0991+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH0991_ROD/PIPE-DEPTH: 11.5 meters
 LH0991_SLEEVE-DEPTH  : 6.4 meters
 LH0991
 LH0991  HISTORY     - Date     Condition        Report By
 LH0991  HISTORY     - 1986     MONUMENTED       NGS
 LH0991  HISTORY     - 19910920 GOOD             NGS
 LH0991  HISTORY     - 20060514 GOOD             GEOCAC
 LH0991  HISTORY     - 20100506 GOOD             JEOCON
 LH0991
 LH0991                          STATION DESCRIPTION
 LH0991
 LH0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0991'0.5 KM (0.3 MI) SOUTH FROM LEXINGTON.
 LH0991'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LH0991'0.25 KM (0.15 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0991'283 OVERPASS BRIDGE IN LEXINGTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 LH0991'WASHINGTON STREET, AT THE T JUNCTION OF SPRUCE STREET, IN THE
 LH0991'NORTHWEST CORNER OF ARBOR PARK, 3.8 METERS (12.5 FT) EAST OF THE EAST
 LH0991'CURB OF WASHINGTON STREET, 23.6 METERS (77.5 FT) SOUTHWEST OF THE
 LH0991'SOUTHWEST CORNER OF THE NATIONAL GUARD BUILDING, 2.4 METERS (8 FT)
 LH0991'SOUTH OF THE EXTENDED CENTER OF SPRUCE STREET AND 1.2 METERS (4 FT)
 LH0991'SOUTH OF THE EAST 1 OF 2 POST FOR THE ARBOR PARK SIGN.  NOTE--ACCESS
 LH0991'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0991
 LH0991                          STATION RECOVERY (1991)
 LH0991
 LH0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0991'IN LEXINGTON, AT THE INTERSECTION OF WASHINGTON AND SPRUCE STREETS
 LH0991'NEAR THE NORTHWEST CORNER OF ARBOR PARK, 23.6 M (77.4 FT) SOUTHWEST
 LH0991'OF THE SOUTHWEST CORNER OF THE NATIONAL GUARD BUILDING, 9.8 M (32.2
 LH0991'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF WASHINGTON STREET, 2.5 M
 LH0991'(8.2 FT) EAST OF THE EAST EDGE OF A SIDEWALK, 2.4 M (7.9 FT) SOUTH OF
 LH0991'THE EXTENDED CENTER OF SPRUCE STREET, AND 1.0 M (3.3 FT) SOUTH OF THE
 LH0991'EAST LEG OF A SIGN (ARBOR PARK).  NOTE--ACCESS TO THE DATUM POINT IS
 LH0991'THROUGH A 5-INCH LOGO CAP.
 LH0991
 LH0991                          STATION RECOVERY (2006)
 LH0991
 LH0991'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0991'RECOVERED IN GOOD CONDITION.
 LH0991
 LH0991                          STATION RECOVERY (2010)
 LH0991
 LH0991'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0348 ***********************************************************************
 LJ0348  DESIGNATION -  J 426
 LJ0348  PID         -  LJ0348
 LJ0348  STATE/COUNTY-  NE/DAWSON
 LJ0348  COUNTRY     -  US
 LJ0348  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0348
 LJ0348                         *CURRENT SURVEY CONTROL
 LJ0348  ______________________________________________________________________
 LJ0348* NAD 83(1986) POSITION- 40 53 09.     (N) 100 03 53.     (W)   SCALED
 LJ0348* NAVD 88 ORTHO HEIGHT -   768.866 (meters)     2522.52  (feet) ADJUSTED
 LJ0348  ______________________________________________________________________
 LJ0348  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 LJ0348  DYNAMIC HEIGHT  -        768.413 (meters)     2521.04  (feet) COMP
 LJ0348  MODELED GRAVITY -    980,008.4   (mgal)                       NAVD 88
 LJ0348
 LJ0348  VERT ORDER      -  FIRST     CLASS II
 LJ0348
 LJ0348.The horizontal coordinates were scaled from a map and have
 LJ0348.an estimated accuracy of +/- 6 seconds.
 LJ0348
 LJ0348.The orthometric height was determined by differential leveling and
 LJ0348.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0348.in June 1991.
 LJ0348
 LJ0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0348.GEOID18 height accuracy estimate available here.
 LJ0348
 LJ0348.Click photographs - Photos may exist for this station.
 LJ0348
 LJ0348.The dynamic height is computed by dividing the NAVD 88
 LJ0348.geopotential number by the normal gravity value computed on the
 LJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0348.degrees latitude (g = 980.6199 gals.).
 LJ0348
 LJ0348.The modeled gravity was interpolated from observed gravity values.
 LJ0348
 LJ0348;                    North         East    Units  Estimated Accuracy
 LJ0348;SPC NE       -   116,860.      494,550.      MT  (+/- 180 meters Scaled)
 LJ0348
 LJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML103266(NAD 83)
 LJ0348
 LJ0348                          SUPERSEDED SURVEY CONTROL
 LJ0348
 LJ0348  NGVD 29 (02/14/92)  768.562  (m)         2521.52   (f) ADJUSTED    1 2
 LJ0348
 LJ0348.Superseded values are not recommended for survey control.
 LJ0348
 LJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0348.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0348
 LJ0348_MARKER: F = FLANGE-ENCASED ROD
 LJ0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0348_STAMPING: J 426 1986
 LJ0348_MARK LOGO: NGS
 LJ0348_PROJECTION: FLUSH
 LJ0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0348_ROD/PIPE-DEPTH: 12.8 meters
 LJ0348
 LJ0348  HISTORY     - Date     Condition        Report By
 LJ0348  HISTORY     - 1986     MONUMENTED       NGS
 LJ0348  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0348
 LJ0348                          STATION DESCRIPTION
 LJ0348
 LJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0348'7.4 KM (4.6 MI) NW FROM COZAD.
 LJ0348'7.38 KM (4.58 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0348'RAILROAD STATION AT COZAD, AT THE 5TH TELEPHONE POLE NORTHWEST OF
 LJ0348'RAILROAD MILEPOLE 243, 57.2 METERS (187.8 FT) SOUTHWEST OF THE HIGHWAY
 LJ0348'CENTERLINE, 12.9 METERS (42.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LJ0348'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 1.0
 LJ0348'METER (3.3 FT) NORTHWEST OF A GUYED TELEPHONE POLE.  NOTE--ACCESS TO
 LJ0348'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0348'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0348'THE MARK IS 1.0 M BELOW THE TRACKS.
 LJ0348
 LJ0348                          STATION RECOVERY (1999)
 LJ0348
 LJ0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 LJ0348'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0348'CONSTRUCTION.  BENCH MARK J426 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0348'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9329 ***********************************************************************
 AI9329  DESIGNATION -  J 426 RESET
 AI9329  PID         -  AI9329
 AI9329  STATE/COUNTY-  NE/DAWSON
 AI9329  COUNTRY     -  US
 AI9329  USGS QUAD   -  WILLOW ISLAND (2017)
 AI9329
 AI9329                         *CURRENT SURVEY CONTROL
 AI9329  ______________________________________________________________________
 AI9329* NAD 83(1986) POSITION- 40 53 09.     (N) 100 03 53.     (W)   SCALED
 AI9329* NAVD 88 ORTHO HEIGHT -   769.06  (meters)     2523.2   (feet) RESET
 AI9329  ______________________________________________________________________
 AI9329  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 AI9329  VERT ORDER      -  THIRD
 AI9329
 AI9329.The horizontal coordinates were scaled from a map and have
 AI9329.an estimated accuracy of +/- 6 seconds.
 AI9329
 AI9329.The orthometric height was computed from unverified reset data.
 AI9329
 AI9329.No vertical observational check was made to the station.
 AI9329
 AI9329.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9329.GEOID18 height accuracy estimate available here.
 AI9329
 AI9329.Click photographs - Photos may exist for this station.
 AI9329
 AI9329;                    North         East    Units  Estimated Accuracy
 AI9329;SPC NE       -   116,860.      494,550.      MT  (+/- 180 meters Scaled)
 AI9329
 AI9329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML103266(NAD 83)
 AI9329
 AI9329                          SUPERSEDED SURVEY CONTROL
 AI9329
 AI9329.No superseded survey control is available for this station.
 AI9329
 AI9329_MARKER: DV = VERTICAL CONTROL DISK
 AI9329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9329_SP_SET: CULVERT HEADWALL
 AI9329_STAMPING: J 426 RESET 1999
 AI9329_MARK LOGO: NGS
 AI9329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9329+STABILITY: SURFACE MOTION
 AI9329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9329+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9329
 AI9329  HISTORY     - Date     Condition        Report By
 AI9329  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9329
 AI9329                          STATION DESCRIPTION
 AI9329
 AI9329'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 AI9329'TO REACH FROM THE UNION PACIFIC RAILROAD CROSSING OF COUNTY ROAD 416,
 AI9329'AT THE GRAIN ELEVATOR IN WILLOW ISLAND, GO EAST ALONG THE RAILROAD
 AI9329'ACCESS ROAD ON THE NORTH SIDE OF THE TRACKS FOR 0.5 MI (0.8 KM) TO THE
 AI9329'MARK ON THE RIGHT, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A
 AI9329'CONCRETE CULVERT UNDER THE TRACKS, ABOUT 200 FT (61.0 M)
 AI9329'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND IN THE NW1/4,
 AI9329'SEC33, T11N, R24W.  IT IS 26.60 FT (8.11 M) NORTH-NORTHEAST OF THE
 AI9329'NORTHERNMOST RAIL OF 3 SETS OF TRACKS, 3.05 FT (0.93 M) NORTHWEST OF A
 AI9329'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2126 ***********************************************************************
 MK2126  DESIGNATION -  J 428
 MK2126  PID         -  MK2126
 MK2126  STATE/COUNTY-  NE/DOUGLAS
 MK2126  COUNTRY     -  US
 MK2126  USGS QUAD   -  IRVINGTON (2017)
 MK2126
 MK2126                         *CURRENT SURVEY CONTROL
 MK2126  ______________________________________________________________________
 MK2126* NAD 83(1986) POSITION- 41 16 41.     (N) 096 04 34.     (W)   SCALED
 MK2126* NAVD 88 ORTHO HEIGHT -   345.761 (meters)     1134.38  (feet) ADJUSTED
 MK2126  ______________________________________________________________________
 MK2126  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 MK2126  DYNAMIC HEIGHT  -        345.613 (meters)     1133.90  (feet) COMP
 MK2126  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 MK2126
 MK2126  VERT ORDER      -  FIRST     CLASS II
 MK2126
 MK2126.The horizontal coordinates were scaled from a map and have
 MK2126.an estimated accuracy of +/- 6 seconds.
 MK2126
 MK2126.The orthometric height was determined by differential leveling and
 MK2126.adjusted by the NATIONAL GEODETIC SURVEY
 MK2126.in June 1991.
 MK2126
 MK2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2126.GEOID18 height accuracy estimate available here.
 MK2126
 MK2126.Click photographs - Photos may exist for this station.
 MK2126
 MK2126.The dynamic height is computed by dividing the NAVD 88
 MK2126.geopotential number by the normal gravity value computed on the
 MK2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2126.degrees latitude (g = 980.6199 gals.).
 MK2126
 MK2126.The modeled gravity was interpolated from observed gravity values.
 MK2126
 MK2126;                    North         East    Units  Estimated Accuracy
 MK2126;SPC NE       -   167,860.      828,520.      MT  (+/- 180 meters Scaled)
 MK2126
 MK2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL448737(NAD 83)
 MK2126
 MK2126                          SUPERSEDED SURVEY CONTROL
 MK2126
 MK2126.No superseded survey control is available for this station.
 MK2126
 MK2126_MARKER: I = METAL ROD
 MK2126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2126_STAMPING: J 428 1989
 MK2126_MARK LOGO: NGS
 MK2126_PROJECTION: FLUSH
 MK2126_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2126+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2126_ROD/PIPE-DEPTH: 8.6 meters
 MK2126
 MK2126  HISTORY     - Date     Condition        Report By
 MK2126  HISTORY     - 1989     MONUMENTED       NGS
 MK2126
 MK2126                          STATION DESCRIPTION
 MK2126
 MK2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2126'IN OMAHA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND BLONDO
 MK2126'STREET, 39.3 M (128.9 FT) WEST OF THE SOUTHBOUND LANES OF THE
 MK2126'HIGHWAY, 28.9 M (94.8 FT) (SLOPE DISTANCE) SOUTH OF THE CENTERLINE OF
 MK2126'THE STREET, 25.3 M (83.0 FT) (SLOPE DISTANCE) NORTHWEST OF THE
 MK2126'NORTHWEST CORNER OF THE BLONDO STREET OVERPASS, 4.5 M (14.8 FT) SOUTH
 MK2126'OF A CHAIN-LINK FENCE CORNER, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 MK2126'AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 MK2126'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1360 ***********************************************************************
 MJ1360  FBN         -  This is a Federal Base Network Control Station.
 MJ1360  DESIGNATION -  J 429
 MJ1360  PID         -  MJ1360
 MJ1360  STATE/COUNTY-  NE/DOUGLAS
 MJ1360  COUNTRY     -  US
 MJ1360  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1360
 MJ1360                         *CURRENT SURVEY CONTROL
 MJ1360  ______________________________________________________________________
 MJ1360* NAD 83(2011) POSITION- 41 18 26.75141(N) 095 56 39.06582(W)   ADJUSTED
 MJ1360* NAD 83(2011) ELLIP HT-   290.229 (meters)        (06/27/12)   ADJUSTED
 MJ1360* NAD 83(2011) EPOCH   -  2010.00
 MJ1360* NAVD 88 ORTHO HEIGHT -   317.986 (meters)     1043.26  (feet) ADJUSTED
 MJ1360  ______________________________________________________________________
 MJ1360  GEOID HEIGHT    -        -27.761 (meters)                     GEOID18
 MJ1360  NAD 83(2011) X  -   -496,914.207 (meters)                     COMP
 MJ1360  NAD 83(2011) Y  - -4,772,541.152 (meters)                     COMP
 MJ1360  NAD 83(2011) Z  -  4,188,322.100 (meters)                     COMP
 MJ1360  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 MJ1360  DYNAMIC HEIGHT  -        317.851 (meters)     1042.82  (feet) COMP
 MJ1360  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 MJ1360
 MJ1360  VERT ORDER      -  FIRST     CLASS II
 MJ1360
 MJ1360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MJ1360  Standards:
 MJ1360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MJ1360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MJ1360  -------------------------------------------------------------------
 MJ1360  NETWORK    0.37   0.92           0.17   0.12   0.47      0.02313942
 MJ1360  -------------------------------------------------------------------
 MJ1360  Click here for local accuracies and other accuracy information.
 MJ1360
 MJ1360.The horizontal coordinates were established by GPS observations
 MJ1360.and adjusted by the National Geodetic Survey in June 2012.
 MJ1360
 MJ1360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MJ1360.been affixed to the stable North American tectonic plate. See 
 MJ1360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MJ1360
 MJ1360.The horizontal coordinates are valid at the epoch date displayed above
 MJ1360.which is a decimal equivalence of Year/Month/Day.
 MJ1360
 MJ1360.The orthometric height was determined by differential leveling and
 MJ1360.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1360.in June 1991.
 MJ1360
 MJ1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1360.GEOID18 height accuracy estimate available here.
 MJ1360
 MJ1360.Click photographs - Photos may exist for this station.
 MJ1360
 MJ1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1360
 MJ1360.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1360
 MJ1360.The ellipsoidal height was determined by GPS observations
 MJ1360.and is referenced to NAD 83.
 MJ1360
 MJ1360.The dynamic height is computed by dividing the NAVD 88
 MJ1360.geopotential number by the normal gravity value computed on the
 MJ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1360.degrees latitude (g = 980.6199 gals.).
 MJ1360
 MJ1360.The modeled gravity was interpolated from observed gravity values.
 MJ1360
 MJ1360. The following values were computed from the NAD 83(2011) position.
 MJ1360
 MJ1360;                    North         East     Units Scale Factor Converg.
 MJ1360;SPC NE       -   171,624.626   839,407.826   MT  0.99966456   +2 41 16.0
 MJ1360;SPC NE       -   563,071.79  2,753,957.18   sFT  0.99966456   +2 41 16.0
 MJ1360;UTM  15      - 4,577,067.798   253,529.496   MT  1.00034768   -1 56 39.9
 MJ1360;UTM  14      - 4,577,391.125   755,816.675   MT  1.00040547   +2 01 05.6
 MJ1360
 MJ1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1360!SPC NE       -   0.99995448  x   0.99966456  =   0.99961905
 MJ1360!UTM  15      -   0.99995448  x   1.00034768  =   1.00030214
 MJ1360!UTM  14      -   0.99995448  x   1.00040547  =   1.00035993
 MJ1360
 MJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5352977067(NAD 83)
 MJ1360
 MJ1360                          SUPERSEDED SURVEY CONTROL
 MJ1360
 MJ1360  NAD 83(2007)-  41 18 26.75140(N)    095 56 39.06644(W) AD(2002.00) 0
 MJ1360  ELLIP H (02/10/07)  290.250  (m)                       GP(2002.00)    
 MJ1360  ELLIP H (07/10/01)  290.220  (m)                       GP(       ) 4 1
 MJ1360  NAD 83(1995)-  41 18 26.75145(N)    095 56 39.06584(W) AD(       ) B
 MJ1360  ELLIP H (06/25/96)  290.310  (m)                       GP(       ) 1 1
 MJ1360  NAVD 88             317.99   (m)         1043.3    (f) LEVELING    3  
 MJ1360
 MJ1360.Superseded values are not recommended for survey control.
 MJ1360
 MJ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1360.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1360
 MJ1360_MARKER: I = METAL ROD
 MJ1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1360_STAMPING: J 429 1989
 MJ1360_MARK LOGO: NGS
 MJ1360_PROJECTION: FLUSH
 MJ1360_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1360+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2010
 MJ1360_ROD/PIPE-DEPTH: 16.6 meters
 MJ1360
 MJ1360  HISTORY     - Date     Condition        Report By
 MJ1360  HISTORY     - 1989     MONUMENTED       NGS
 MJ1360  HISTORY     - 19950629 GOOD             NGS
 MJ1360  HISTORY     - 19970115 GOOD             NGS
 MJ1360  HISTORY     - 20000510 GOOD             NGS
 MJ1360  HISTORY     - 20030205 GOOD             NEDR
 MJ1360  HISTORY     - 20030715 GOOD             INDIV
 MJ1360  HISTORY     - 20051026 GOOD             NEDR
 MJ1360  HISTORY     - 20100408 GOOD             THOMDD
 MJ1360
 MJ1360                          STATION DESCRIPTION
 MJ1360
 MJ1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1360'IN OMAHA, AT THE INTERSECTION OF OGDEN AVENUE AND FLORENCE BOULEVARD,
 MJ1360'14.2 M (46.6 FT) WEST OF THE CENTERLINE OF THE BOULEVARD, 14.0 M
 MJ1360'(45.9 FT) SOUTH OF THE CENTER OF THE AVENUE, 4.9 M (16.1 FT)
 MJ1360'SOUTHWEST OF A FENCE CORNER, 3.2 M (10.5 FT) SOUTH OF A FENCE, 0.9 M
 MJ1360'(3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 MJ1360'ABOVE THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 MJ1360'THROUGH A 5-INCH LOGO CAP.
 MJ1360
 MJ1360                          STATION RECOVERY (1995)
 MJ1360
 MJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MJ1360'THE MARK IS LOCATED IN THE NORTHEAST PART OF OMAHA, 2.7 MI (4.3 KM)
 MJ1360'SOUTH-SOUTHEAST OF THE INTERSTATE HIGHWAY 680 BRIDGES OVER THE
 MJ1360'MISSOURI RIVER, 2.4 MI (3.9 KM) WEST-NORTHWEST OF THE TERMINAL
 MJ1360'BUILDING AT EPPLEY AIRFIELD, JUST NORTH OF WHERE FLORENCE BOULEVARD
 MJ1360'CROSSES OVER THE ARTHUR C. STORZ FREEWAY, IN THE SW1/4 OF THE SW1/4,
 MJ1360'SEC34, T16N, R13E AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MJ1360'FLORENCE BOULEVARD AND OGDEN AVENUE ON PUBLIC RIGHT-OF-WAY.  THE MARK
 MJ1360'IS A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1360'THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE GROUND.  IT IS 50.0 FT
 MJ1360'(15.2 M) SOUTH OF THE CENTERLINE OF OGDEN AVENUE, 46.5 FT (14.2 M)
 MJ1360'WEST OF THE CENTERLINE OF FLORENCE BOULEVARD, 38.5 FT (11.7 M) NORTH
 MJ1360'OF THE CENTERLINE OF A RAMP LEADING SOUTHWEST ONTO THE FREEWAY, 15.7
 MJ1360'FT (4.8 M) NORTHEAST OF A STREET LAMP POLE, 15.9 FT (4.8 M) SOUTHWEST
 MJ1360'OF THE EAST END POST OF A BROWN COLORED CHAIN LINK FENCE, 11.1 FT (3.4
 MJ1360'M) SOUTH OF A WITNESS POST SET AT THE NORTH SIDE OF THE FENCE, 0.9 FT
 MJ1360'(27.4 CM) EAST OF A WITNESS POST AND ABOUT 1 FT (0.3 M) HIGHER THAN
 MJ1360'THE CENTERLINE OF FLORENCE BOULEVARD.
 MJ1360
 MJ1360                          STATION RECOVERY (1997)
 MJ1360
 MJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 MJ1360'RECOVERED AS DESCRIBED.
 MJ1360
 MJ1360                          STATION RECOVERY (2000)
 MJ1360
 MJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MJ1360'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 MJ1360'THE JUNCTION OF US INTERSTATE 680 EAST AND US HIGHWAY 75 AND STATE
 MJ1360'HIGHWAY 36, NORTH OF OMAHA, GO EAST ON HIGHWAY 680 FOR 0.5 MI (0.8 KM)
 MJ1360'TO 30TH STREET EXIT (EXIT 13, LAST EXIT BEFORE CROSSING THE MISSOURI
 MJ1360'RIVER BRIDGE) TURN RIGHT ON THE OFF RAMP FOR 0.4 MI (0.6 KM) TO 30TH
 MJ1360'STREET AHEAD AND HIGHWAY 75 ON THE RIGHT, TURN RIGHT SOUTH ON 30TH
 MJ1360'STREET FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF HIGHWAY 75, CONTINUE
 MJ1360'SOUTH ON 30TH STREET AND HIGHWAY 75 FOR 2.75 MI (4.43 KM) TO A ( Y )
 MJ1360'JUNCTION, BEAR LEFT EASTERLY ON HIGHWAY 75 FOR 0.2 MI (0.3 KM) TO A
 MJ1360'STOPLIGHT AT A 4 WAY INTERSECTION, TURN LEFT EAST FOR 0.45 MI (0.72
 MJ1360'KM) ON ROAD LEADING TO EPPLEY AIRFIELD (ARTHUR C STORZ EXPRESSWAY) TO
 MJ1360'FLORENCE BOULEVARD EXIT, TAKE EXIT RAMP AND GO 0.2 MI (0.3 KM) TO A
 MJ1360'CROSSROAD, FLORENCE BOULEVARD, TURN LEFT NORTH ON BOULEVARD FOR 0.1 MI
 MJ1360'(0.2 KM) CROSSING THE OVERPASS TO THE STATION ON THE LEFT, JUST PAST
 MJ1360'RAMP LEADING BACK TO EXPRESSWAY AND BEFORE REACHING ODGEN AVENUE.
 MJ1360'NOTE--ACCESS COVER IS MISSING.
 MJ1360
 MJ1360                          STATION RECOVERY (2003)
 MJ1360
 MJ1360'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (DSC)
 MJ1360'RECOVERED AS DESCRIBED.
 MJ1360
 MJ1360                          STATION RECOVERY (2003)
 MJ1360
 MJ1360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 MJ1360'RECOVERED IN GOOD CONDITION.
 MJ1360
 MJ1360                          STATION RECOVERY (2005)
 MJ1360
 MJ1360'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MJ1360'RECOVERED IN GOOD CONDITION.
 MJ1360
 MJ1360                          STATION RECOVERY (2010)
 MJ1360
 MJ1360'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2010 (MTC)
 MJ1360'THE LOGO CAP IS MISSING BUT THE MARK SEEMS TO BE UNHARMED. THE WITNESS
 MJ1360'POST HAS BEEN MOVED TO THE OPPOSITE OR NORTH SIDE OF A CHAIN LINK ROW
 MJ1360'FENCE AND IS FACING AWAY FROM THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0525 ***********************************************************************
 NO0525  DESIGNATION -  J 431
 NO0525  PID         -  NO0525
 NO0525  STATE/COUNTY-  NE/CHERRY
 NO0525  COUNTRY     -  US
 NO0525  USGS QUAD   -  ELL LAKE (2017)
 NO0525
 NO0525                         *CURRENT SURVEY CONTROL
 NO0525  ______________________________________________________________________
 NO0525* NAD 83(1986) POSITION- 42 42 27.08   (N) 100 32 11.15   (W)   HD_HELD1
 NO0525* NAVD 88 ORTHO HEIGHT -   865.601 (meters)     2839.89  (feet) ADJUSTED
 NO0525  ______________________________________________________________________
 NO0525  GEOID HEIGHT    -        -21.606 (meters)                     GEOID18
 NO0525  DYNAMIC HEIGHT  -        865.230 (meters)     2838.68  (feet) COMP
 NO0525  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 NO0525
 NO0525  VERT ORDER      -  FIRST     CLASS II
 NO0525
 NO0525.The horizontal coordinates were determined by differentially corrected
 NO0525.hand held GPS observations or other comparable positioning techniques
 NO0525.and have an estimated accuracy of +/- 3 meters.
 NO0525
 NO0525.The orthometric height was determined by differential leveling and
 NO0525.adjusted by the NATIONAL GEODETIC SURVEY
 NO0525.in June 1994.
 NO0525
 NO0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0525.GEOID18 height accuracy estimate available here.
 NO0525
 NO0525.Click photographs - Photos may exist for this station.
 NO0525
 NO0525.The dynamic height is computed by dividing the NAVD 88
 NO0525.geopotential number by the normal gravity value computed on the
 NO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0525.degrees latitude (g = 980.6199 gals.).
 NO0525
 NO0525.The modeled gravity was interpolated from observed gravity values.
 NO0525
 NO0525;                    North         East    Units  Estimated Accuracy
 NO0525;SPC NE       -   319,268.3     456,057.6     MT  (+/- 3 meters HH1 GPS) 
 NO0525
 NO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7417429480(NAD 83)
 NO0525
 NO0525                          SUPERSEDED SURVEY CONTROL
 NO0525
 NO0525  NGVD 29 (02/14/92)  865.312  (m)         2838.94   (f) ADJUSTED    1 2
 NO0525
 NO0525.Superseded values are not recommended for survey control.
 NO0525
 NO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0525.See file dsdata.pdf to determine how the superseded data were derived.
 NO0525
 NO0525_MARKER: I = METAL ROD
 NO0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0525_STAMPING: J 431 1991
 NO0525_MARK LOGO: NGS
 NO0525_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0525_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0525+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0525_ROD/PIPE-DEPTH: 14.0 meters
 NO0525
 NO0525  HISTORY     - Date     Condition        Report By
 NO0525  HISTORY     - 1991     MONUMENTED       NGS
 NO0525
 NO0525                          STATION DESCRIPTION
 NO0525
 NO0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0525'20.9 KM (13.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0525'OF U.S. HIGHWAY 20 IN VALENTINE, 43.4 M (142.4 FT) NORTH OF THE
 NO0525'CENTER OF A FIELD ENTRANCE, 15.0 M (49.2 FT) WEST OF AND LEVEL WITH
 NO0525'THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) SOUTH OF A UTILITY JUNCTION
 NO0525'BOX, 2.6 M (8.5 FT) EAST OF UTILITY POLE NUMBER 134, 0.4 M (1.3 FT)
 NO0525'EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 NO0525'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0525'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0533 ***********************************************************************
 NO0533  FBN         -  This is a Federal Base Network Control Station.
 NO0533  DESIGNATION -  J 432
 NO0533  PID         -  NO0533
 NO0533  STATE/COUNTY-  NE/CHERRY
 NO0533  COUNTRY     -  US
 NO0533  USGS QUAD   -  HUDSON LAKE (2017)
 NO0533
 NO0533                         *CURRENT SURVEY CONTROL
 NO0533  ______________________________________________________________________
 NO0533* NAD 83(2011) POSITION- 42 39 08.08757(N) 100 38 06.81944(W)   ADJUSTED
 NO0533* NAD 83(2011) ELLIP HT-   873.543 (meters)        (06/27/12)   ADJUSTED
 NO0533* NAD 83(2011) EPOCH   -  2010.00
 NO0533* NAVD 88 ORTHO HEIGHT -   895.019 (meters)     2936.41  (feet) ADJUSTED
 NO0533  ______________________________________________________________________
 NO0533  GEOID HEIGHT    -        -21.490 (meters)                     GEOID18
 NO0533  NAD 83(2011) X  -   -867,200.597 (meters)                     COMP
 NO0533  NAD 83(2011) Y  - -4,618,139.977 (meters)                     COMP
 NO0533  NAD 83(2011) Z  -  4,299,760.405 (meters)                     COMP
 NO0533  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 NO0533  DYNAMIC HEIGHT  -        894.618 (meters)     2935.09  (feet) COMP
 NO0533  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 NO0533
 NO0533  VERT ORDER      -  FIRST     CLASS II
 NO0533
 NO0533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0533  Standards:
 NO0533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0533  -------------------------------------------------------------------
 NO0533  NETWORK    0.32   0.84           0.14   0.12   0.43     -0.03335401
 NO0533  -------------------------------------------------------------------
 NO0533  Click here for local accuracies and other accuracy information.
 NO0533
 NO0533.The horizontal coordinates were established by GPS observations
 NO0533.and adjusted by the National Geodetic Survey in June 2012.
 NO0533
 NO0533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0533.been affixed to the stable North American tectonic plate. See 
 NO0533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0533
 NO0533.The horizontal coordinates are valid at the epoch date displayed above
 NO0533.which is a decimal equivalence of Year/Month/Day.
 NO0533
 NO0533.The orthometric height was determined by differential leveling and
 NO0533.adjusted by the NATIONAL GEODETIC SURVEY
 NO0533.in June 1994.
 NO0533
 NO0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0533.GEOID18 height accuracy estimate available here.
 NO0533
 NO0533.Click photographs - Photos may exist for this station.
 NO0533
 NO0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0533
 NO0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0533
 NO0533.The ellipsoidal height was determined by GPS observations
 NO0533.and is referenced to NAD 83.
 NO0533
 NO0533.The dynamic height is computed by dividing the NAVD 88
 NO0533.geopotential number by the normal gravity value computed on the
 NO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0533.degrees latitude (g = 980.6199 gals.).
 NO0533
 NO0533.The modeled gravity was interpolated from observed gravity values.
 NO0533
 NO0533. The following values were computed from the NAD 83(2011) position.
 NO0533
 NO0533;                    North         East     Units Scale Factor Converg.
 NO0533;SPC NE       -   313,183.700   447,919.580   MT  0.99985917   -0 25 15.5
 NO0533;SPC NE       - 1,027,503.52  1,469,549.49   sFT  0.99985917   -0 25 15.5
 NO0533;UTM  14      - 4,723,494.667   365,964.581   MT  0.99982103   -1 06 29.2
 NO0533
 NO0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0533!SPC NE       -   0.99986302  x   0.99985917  =   0.99972221
 NO0533!UTM  14      -   0.99986302  x   0.99982103  =   0.99968408
 NO0533
 NO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6596423494(NAD 83)
 NO0533
 NO0533                          SUPERSEDED SURVEY CONTROL
 NO0533
 NO0533  NAD 83(2007)-  42 39 08.08751(N)    100 38 06.82057(W) AD(2002.00) 0
 NO0533  ELLIP H (02/10/07)  873.571  (m)                       GP(2002.00)    
 NO0533  ELLIP H (07/10/01)  873.544  (m)                       GP(       ) 4 1
 NO0533  NAD 83(1995)-  42 39 08.08709(N)    100 38 06.82035(W) AD(       ) A
 NO0533  ELLIP H (06/25/96)  873.613  (m)                       GP(       ) 1 1
 NO0533  NAVD 88             895.02   (m)         2936.4    (f) LEVELING    3  
 NO0533  NGVD 29 (02/14/92)  894.716  (m)         2935.41   (f) ADJUSTED    1 2
 NO0533
 NO0533.Superseded values are not recommended for survey control.
 NO0533
 NO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0533.See file dsdata.pdf to determine how the superseded data were derived.
 NO0533
 NO0533_MARKER: I = METAL ROD
 NO0533_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0533_STAMPING: J 432 1991
 NO0533_MARK LOGO: NGS
 NO0533_PROJECTION: RECESSED 3 CENTIMETERS
 NO0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0533+STABILITY: POSITION/ELEVATION WELL
 NO0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0533+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NO0533_ROD/PIPE-DEPTH: 17.5 meters
 NO0533_SLEEVE-DEPTH  : 7.9 meters
 NO0533
 NO0533  HISTORY     - Date     Condition        Report By
 NO0533  HISTORY     - 1991     MONUMENTED       NGS
 NO0533  HISTORY     - 19950524 GOOD             NGS
 NO0533  HISTORY     - 19960730 GOOD             NGS
 NO0533  HISTORY     - 20000510 GOOD             NGS
 NO0533
 NO0533                          STATION DESCRIPTION
 NO0533
 NO0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0533'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0533'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 8.1 KM (5.05 MI) WESTERLY
 NO0533'ALONG STATE HIGHWAY SPUR 16B, 63.6 M (208.7 FT) WEST OF THE CENTER OF
 NO0533'A FIELD ENTRANCE, 32.5 M (106.6 FT) WEST-SOUTHWEST OF A UTILITY POLE,
 NO0533'29.0 M (95.1 FT) EAST-SOUTHEAST OF A UTILITY POLE, 13.3 M (43.6 FT)
 NO0533'NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT)
 NO0533'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0533'IS THROUGH A 5-INCH LOGO CAP.
 NO0533
 NO0533                          STATION RECOVERY (1995)
 NO0533
 NO0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0533'THE MARK IS LOCATED ABOUT 16.0 MI (25.7 KM) SOUTH-SOUTHWEST OF
 NO0533'VALENTINE, 6.0 MI (9.7 KM) NORTH OF THE VALENTINE NATIONAL WILDLIFE
 NO0533'REFUGE, 5.0 MI (8.0 KM) WEST OF U.S. HIGHWAY 83, ON THE NORTH
 NO0533'RIGHT-OF-WAY OF STATE ROAD 16B SPUR AND NEAR THE NORTHWEST CORNER OF
 NO0533'SEC20, T31N, R28W.  TO REACH THE MARK FROM THE SOUTH JUNCTION OF U.S.
 NO0533'HIGHWAYS 20 AND 83, ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF VALENTINE, GO
 NO0533'SOUTH ON HIGHWAY 83 FOR 11.55 MI (18.59 KM) TO STATE ROAD 16B SPUR ON
 NO0533'THE RIGHT.  TURN RIGHT AND GO WEST ON STATE ROAD 16B SPUR FOR 5.1 MI
 NO0533'(8.2 KM) TO THE MARK ON THE RIGHT, ABOUT 300 FT (91.4 M) EAST OF WHERE
 NO0533'A POWERLINE CROSSES OVER THE ROAD AT THE CREST OF A HILL.  THE MARK IS
 NO0533'A DEEP SLEEVED, STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH
 NO0533'A LOGO CAP THAT IS RECESSED ABOUT 0.1 FT (3.0 CM) BELOW THE GROUND
 NO0533'SURFACE.  IT IS 208.5 FT (63.6 M) WEST OF THE CENTERLINE OF A PASTURE
 NO0533'ENTRANCE ON THE NORTH SIDE OF THE ROAD, 69.0 FT (21.0 M) EAST OF THE
 NO0533'EXTENSION OF A FENCE LEADING SOUTH ON THE SOUTH SIDE OF THE ROAD,
 NO0533'106.5 FT (32.5 M) WEST-SOUTHWEST OF A UTILITY POLE, 95.1 FT (29.0 M)
 NO0533'EAST-SOUTHEAST OF A UTILITY POLE, 43.0 FT (13.1 M) NORTH OF THE
 NO0533'CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST AND THE
 NO0533'NORTH RIGHT-OF WAY FENCE AND IT IS ABOUT LEVEL WITH THE ROAD.
 NO0533
 NO0533                          STATION RECOVERY (1996)
 NO0533
 NO0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NO0533'RECOVERED AS DESCRIBED.
 NO0533
 NO0533                          STATION RECOVERY (2000)
 NO0533
 NO0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NO0533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0516 ***********************************************************************
 MM0516  DESIGNATION -  J 433
 MM0516  PID         -  MM0516
 MM0516  STATE/COUNTY-  NE/HOOKER
 MM0516  COUNTRY     -  US
 MM0516  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0516
 MM0516                         *CURRENT SURVEY CONTROL
 MM0516  ______________________________________________________________________
 MM0516* NAD 83(1986) POSITION- 41 58 09.     (N) 101 02 25.     (W)   SCALED
 MM0516* NAVD 88 ORTHO HEIGHT -   996.792 (meters)     3270.31  (feet) ADJUSTED
 MM0516  ______________________________________________________________________
 MM0516  GEOID HEIGHT    -        -20.620 (meters)                     GEOID18
 MM0516  DYNAMIC HEIGHT  -        996.269 (meters)     3268.59  (feet) COMP
 MM0516  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 MM0516
 MM0516  VERT ORDER      -  FIRST     CLASS II
 MM0516
 MM0516.The horizontal coordinates were scaled from a map and have
 MM0516.an estimated accuracy of +/- 6 seconds.
 MM0516
 MM0516.The orthometric height was determined by differential leveling and
 MM0516.adjusted by the NATIONAL GEODETIC SURVEY
 MM0516.in June 1994.
 MM0516
 MM0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0516.GEOID18 height accuracy estimate available here.
 MM0516
 MM0516.Click photographs - Photos may exist for this station.
 MM0516
 MM0516.The dynamic height is computed by dividing the NAVD 88
 MM0516.geopotential number by the normal gravity value computed on the
 MM0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0516.degrees latitude (g = 980.6199 gals.).
 MM0516
 MM0516.The modeled gravity was interpolated from observed gravity values.
 MM0516
 MM0516;                    North         East    Units  Estimated Accuracy
 MM0516;SPC NE       -   237,650.      413,800.      MT  (+/- 180 meters Scaled)
 MM0516
 MM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM309483(NAD 83)
 MM0516
 MM0516                          SUPERSEDED SURVEY CONTROL
 MM0516
 MM0516  NGVD 29 (02/14/92)  996.484  (m)         3269.30   (f) ADJUSTED    1 2
 MM0516
 MM0516.Superseded values are not recommended for survey control.
 MM0516
 MM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0516.See file dsdata.pdf to determine how the superseded data were derived.
 MM0516
 MM0516_MARKER: I = METAL ROD
 MM0516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0516_STAMPING: J 433 1991
 MM0516_MARK LOGO: NGS
 MM0516_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0516_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0516+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0516_ROD/PIPE-DEPTH: 12.1 meters
 MM0516_SLEEVE-DEPTH  : 0.9 meters
 MM0516
 MM0516  HISTORY     - Date     Condition        Report By
 MM0516  HISTORY     - 1991     MONUMENTED       NGS
 MM0516
 MM0516                          STATION DESCRIPTION
 MM0516
 MM0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0516'8.2 KM (5.10 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0516'OF STATE HIGHWAY 2 IN MULLEN, 12.1 M (39.7 FT) EAST OF AND LEVEL WITH
 MM0516'THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A
 MM0516'FIELD ENTRANCE, 1.9 M (6.2 FT) SOUTH OF UTILITY POLE NUMBER 187 17 06
 MM0516'WITH A GUY CABLE, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 MM0516'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0516'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0538 ***********************************************************************
 MM0538  DESIGNATION -  J 434
 MM0538  PID         -  MM0538
 MM0538  STATE/COUNTY-  NE/MCPHERSON
 MM0538  COUNTRY     -  US
 MM0538  USGS QUAD   -  GRAGG RANCH (2017)
 MM0538
 MM0538                         *CURRENT SURVEY CONTROL
 MM0538  ______________________________________________________________________
 MM0538* NAD 83(1986) POSITION- 41 25 53.92   (N) 100 51 43.83   (W)   HD_HELD1
 MM0538* NAVD 88 ORTHO HEIGHT -   958.364 (meters)     3144.23  (feet) ADJUSTED
 MM0538  ______________________________________________________________________
 MM0538  GEOID HEIGHT    -        -21.930 (meters)                     GEOID18
 MM0538  DYNAMIC HEIGHT  -        957.784 (meters)     3142.33  (feet) COMP
 MM0538  MODELED GRAVITY -    979,984.9   (mgal)                       NAVD 88
 MM0538
 MM0538  VERT ORDER      -  FIRST     CLASS II
 MM0538
 MM0538.The horizontal coordinates were determined by differentially corrected
 MM0538.hand held GPS observations or other comparable positioning techniques
 MM0538.and have an estimated accuracy of +/- 3 meters.
 MM0538
 MM0538.The orthometric height was determined by differential leveling and
 MM0538.adjusted by the NATIONAL GEODETIC SURVEY
 MM0538.in June 1994.
 MM0538
 MM0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0538.GEOID18 height accuracy estimate available here.
 MM0538
 MM0538.Click photographs - Photos may exist for this station.
 MM0538
 MM0538.The dynamic height is computed by dividing the NAVD 88
 MM0538.geopotential number by the normal gravity value computed on the
 MM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0538.degrees latitude (g = 980.6199 gals.).
 MM0538
 MM0538.The modeled gravity was interpolated from observed gravity values.
 MM0538
 MM0538;                    North         East    Units  Estimated Accuracy
 MM0538;SPC NE       -   177,812.1     427,961.8     MT  (+/- 3 meters HH1 GPS) 
 MM0538
 MM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4441088348(NAD 83)
 MM0538
 MM0538                          SUPERSEDED SURVEY CONTROL
 MM0538
 MM0538  NGVD 29 (02/14/92)  957.991  (m)         3143.01   (f) ADJUSTED    1 2
 MM0538
 MM0538.Superseded values are not recommended for survey control.
 MM0538
 MM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0538.See file dsdata.pdf to determine how the superseded data were derived.
 MM0538
 MM0538_MARKER: F = FLANGE-ENCASED ROD
 MM0538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0538_STAMPING: J 434 1991
 MM0538_MARK LOGO: NGS
 MM0538_PROJECTION: FLUSH
 MM0538_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0538+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2020
 MM0538_ROD/PIPE-DEPTH: 23.0 meters
 MM0538_SLEEVE-DEPTH  : 0.9 meters
 MM0538
 MM0538  HISTORY     - Date     Condition        Report By
 MM0538  HISTORY     - 1991     MONUMENTED       NGS
 MM0538  HISTORY     - 20180530 GOOD             NEGS
 MM0538  HISTORY     - 20200921 GOOD             NEGS
 MM0538
 MM0538                          STATION DESCRIPTION
 MM0538
 MM0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0538'17.7 KM (11.00 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0538'COURTHOUSE IN TRYON, 21.8 M (71.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 MM0538'8.2 M (26.9 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0
 MM0538'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 MM0538'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0538'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 MM0538'FOR A CLASS A MARK.
 MM0538
 MM0538                          STATION RECOVERY (2018)
 MM0538
 MM0538'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 MM0538'TO REACH FROM THE EAST JUNCTION OF N97 AND N92 (APPROX 4.35 MI (7.00
 MM0538'KM) SOUTHEAST OF TRYON NEBRASKA), PROCEED SOUTH ON N97 APPROXIMATELY
 MM0538'6.66 MI (10.72 KM) TO THE STATION ON THE LEFT NEAR A PASTURE DRIVE.
 MM0538'
 MM0538'IT IS 71.0 FT (21.6 M) EAST OF THE CENTER OF THE HIGHWAY, 27 FT (8.2
 MM0538'M) NORTH-NORTHEAST OF CENTER OF PASTURE DRIVE, 24 FT (7.3 M) EAST OF
 MM0538'THE CENTER OF THE NORTH END OF A CORRUGATED METAL PIPE UNDER PASTURE
 MM0538'DRIVE, 2.35 FT (0.7 M) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST
 MM0538'AND IS 0.6 FT (18 CM) WEST OF A FENCE LINE.
 MM0538
 MM0538                          STATION RECOVERY (2020)
 MM0538
 MM0538'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 MM0538'TO REACH FROM THE EAST JUNCTION OF NE. HIGHWAY 92 AND NE. HIGHWAY 97
 MM0538'APPROXIMATELY 4.35 MI (7.00 KM) SOUTHEAST OF TRYON, NE., GO SOUTH ON
 MM0538'NE. HIGHWAY 97 APPROXIMATELY 6.64 MI (10.68 KM) TO MILE POST 19.95
 MM0538'(FROM MILEPOST 20) AND THE MARK ON THE LEFT (ENE).  THE MARK IS 2.35
 MM0538'FT (0.7 M) NORTH-NORTHEAST OF THE BOTTOM OF A FIBERGLASS WITNESS POST,
 MM0538'0.60 FT (18 CM) WEST-NORTHWEST OF A FENCE LINE, 27.0 FT (8.2 M)
 MM0538'NORTH-NORTHEAST OF THE OF THE CENTERLINE OF A FIELD DRIVE (EAST) AND
 MM0538'24.0 FT (7.3 M) EAST OF THE TOP CENTER OF THE NORTH END OF A CMCP
 MM0538'UNDER FIELD DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1444 ***********************************************************************
 LH1444  DESIGNATION -  J 435
 LH1444  PID         -  LH1444
 LH1444  STATE/COUNTY-  NE/BUFFALO
 LH1444  COUNTRY     -  US
 LH1444  USGS QUAD   -  KEARNEY (2017)
 LH1444
 LH1444                         *CURRENT SURVEY CONTROL
 LH1444  ______________________________________________________________________
 LH1444* NAD 83(1986) POSITION- 40 41 36.     (N) 099 06 04.     (W)   SCALED
 LH1444* NAVD 88 ORTHO HEIGHT -   656.964 (meters)     2155.39  (feet) ADJUSTED
 LH1444  ______________________________________________________________________
 LH1444  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 LH1444  DYNAMIC HEIGHT  -        656.592 (meters)     2154.17  (feet) COMP
 LH1444  MODELED GRAVITY -    980,035.6   (mgal)                       NAVD 88
 LH1444
 LH1444  VERT ORDER      -  FIRST     CLASS II
 LH1444
 LH1444.The horizontal coordinates were scaled from a map and have
 LH1444.an estimated accuracy of +/- 6 seconds.
 LH1444
 LH1444.The orthometric height was determined by differential leveling and
 LH1444.adjusted by the NATIONAL GEODETIC SURVEY
 LH1444.in May 1993.
 LH1444
 LH1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1444.GEOID18 height accuracy estimate available here.
 LH1444
 LH1444.Click photographs - Photos may exist for this station.
 LH1444
 LH1444.The dynamic height is computed by dividing the NAVD 88
 LH1444.geopotential number by the normal gravity value computed on the
 LH1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1444.degrees latitude (g = 980.6199 gals.).
 LH1444
 LH1444.The modeled gravity was interpolated from observed gravity values.
 LH1444
 LH1444;                    North         East    Units  Estimated Accuracy
 LH1444;SPC NE       -    95,880.      575,960.      MT  (+/- 180 meters Scaled)
 LH1444
 LH1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML914047(NAD 83)
 LH1444
 LH1444                          SUPERSEDED SURVEY CONTROL
 LH1444
 LH1444  NGVD 29 (02/14/92)  656.705  (m)         2154.54   (f) ADJUSTED    1 2
 LH1444
 LH1444.Superseded values are not recommended for survey control.
 LH1444
 LH1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1444.See file dsdata.pdf to determine how the superseded data were derived.
 LH1444
 LH1444_MARKER: I = METAL ROD
 LH1444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1444_STAMPING: J 435 1991
 LH1444_MARK LOGO: NGS
 LH1444_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1444_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1444+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1444_ROD/PIPE-DEPTH: 18.0 meters
 LH1444
 LH1444  HISTORY     - Date     Condition        Report By
 LH1444  HISTORY     - 1991     MONUMENTED       NGS
 LH1444
 LH1444                          STATION DESCRIPTION
 LH1444
 LH1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1444'IN KEARNEY, AT THE INTERSECTION OF NORTH RAILROAD STREET AND 15TH
 LH1444'AVENUE, 16.7 M (54.8 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE,
 LH1444'11.6 M (38.1 FT) SOUTH OF THE CENTER OF THE STREET, 10.7 M (35.1 FT)
 LH1444'NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.0 M (3.3 FT)
 LH1444'WEST OF A UTILITY POLE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND
 LH1444'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE
 LH1444'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1471 ***********************************************************************
 LH1471  DESIGNATION -  J 436
 LH1471  PID         -  LH1471
 LH1471  STATE/COUNTY-  NE/ADAMS
 LH1471  COUNTRY     -  US
 LH1471  USGS QUAD   -  HASTINGS WEST (2017)
 LH1471
 LH1471                         *CURRENT SURVEY CONTROL
 LH1471  ______________________________________________________________________
 LH1471* NAD 83(1986) POSITION- 40 36 29.     (N) 098 22 58.     (W)   SCALED
 LH1471* NAVD 88 ORTHO HEIGHT -   580.902 (meters)     1905.84  (feet) ADJUSTED
 LH1471  ______________________________________________________________________
 LH1471  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 LH1471  DYNAMIC HEIGHT  -        580.578 (meters)     1904.78  (feet) COMP
 LH1471  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 LH1471
 LH1471  VERT ORDER      -  FIRST     CLASS II
 LH1471
 LH1471.The horizontal coordinates were scaled from a map and have
 LH1471.an estimated accuracy of +/- 6 seconds.
 LH1471
 LH1471.The orthometric height was determined by differential leveling and
 LH1471.adjusted by the NATIONAL GEODETIC SURVEY
 LH1471.in May 1993.
 LH1471
 LH1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1471.GEOID18 height accuracy estimate available here.
 LH1471
 LH1471.Click photographs - Photos may exist for this station.
 LH1471
 LH1471.The dynamic height is computed by dividing the NAVD 88
 LH1471.geopotential number by the normal gravity value computed on the
 LH1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1471.degrees latitude (g = 980.6199 gals.).
 LH1471
 LH1471.The modeled gravity was interpolated from observed gravity values.
 LH1471
 LH1471;                    North         East    Units  Estimated Accuracy
 LH1471;SPC NE       -    87,300.      636,830.      MT  (+/- 180 meters Scaled)
 LH1471
 LH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK522954(NAD 83)
 LH1471
 LH1471                          SUPERSEDED SURVEY CONTROL
 LH1471
 LH1471  NGVD 29 (02/14/92)  580.661  (m)         1905.05   (f) ADJUSTED    1 2
 LH1471
 LH1471.Superseded values are not recommended for survey control.
 LH1471
 LH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1471.See file dsdata.pdf to determine how the superseded data were derived.
 LH1471
 LH1471_STAMPING: J 426 1991
 LH1471_MARK LOGO: NGS
 LH1471_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1471+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1471_ROD/PIPE-DEPTH: 6.2 meters
 LH1471
 LH1471  HISTORY     - Date     Condition        Report By
 LH1471  HISTORY     - 1991     MONUMENTED       NGS
 LH1471  HISTORY     - 20150811 MARK NOT FOUND   GEOCAC
 LH1471
 LH1471                          STATION DESCRIPTION
 LH1471
 LH1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1471'IN HASTINGS, AT THE INTERSECTION OF NORTH MINNESOTA AVENUE AND WEST
 LH1471'22ND STREET, 23.1 M (75.8 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH1471'PACIFIC RAILROAD, 21.0 M (68.9 FT) NORTH OF THE EXTENDED CENTER OF
 LH1471'THE STREET, 14.5 M (47.6 FT) EAST OF THE CENTER OF THE AVENUE, 1.8 M
 LH1471'(5.9 FT) NORTH OF A T-JUNCTION UTILITY POLE WITH 4 GUY CABLES, 0.6 M
 LH1471'(2.0 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTH OF A
 LH1471'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LH1471'LOGO CAP.
 LH1471
 LH1471                          STATION RECOVERY (2015)
 LH1471
 LH1471'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1471'AREA APPEARS TO HAVE BEEN REGRADED DUE TO TRAIL CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1266 ***********************************************************************
 LG1266  DESIGNATION -  J 437
 LG1266  PID         -  LG1266
 LG1266  STATE/COUNTY-  NE/FILLMORE
 LG1266  COUNTRY     -  US
 LG1266  USGS QUAD   -  SUTTON (2017)
 LG1266
 LG1266                         *CURRENT SURVEY CONTROL
 LG1266  ______________________________________________________________________
 LG1266* NAD 83(1986) POSITION- 40 37 23.73   (N) 097 48 17.19   (W)   HD_HELD1
 LG1266* NAVD 88 ORTHO HEIGHT -   519.823 (meters)     1705.45  (feet) ADJUSTED
 LG1266  ______________________________________________________________________
 LG1266  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 LG1266  DYNAMIC HEIGHT  -        519.539 (meters)     1704.52  (feet) COMP
 LG1266  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 LG1266
 LG1266  VERT ORDER      -  FIRST     CLASS II
 LG1266
 LG1266.The horizontal coordinates were determined by differentially corrected
 LG1266.hand held GPS observations or other comparable positioning techniques
 LG1266.and have an estimated accuracy of +/- 3 meters.
 LG1266
 LG1266.The orthometric height was determined by differential leveling and
 LG1266.adjusted by the NATIONAL GEODETIC SURVEY
 LG1266.in May 1993.
 LG1266
 LG1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1266.GEOID18 height accuracy estimate available here.
 LG1266
 LG1266.Click photographs - Photos may exist for this station.
 LG1266
 LG1266.The dynamic height is computed by dividing the NAVD 88
 LG1266.geopotential number by the normal gravity value computed on the
 LG1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1266.degrees latitude (g = 980.6199 gals.).
 LG1266
 LG1266.The modeled gravity was interpolated from observed gravity values.
 LG1266
 LG1266;                    North         East    Units  Estimated Accuracy
 LG1266;SPC NE       -    90,062.2     685,681.8     MT  (+/- 3 meters HH1 GPS) 
 LG1266
 LG1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0109197623(NAD 83)
 LG1266
 LG1266                          SUPERSEDED SURVEY CONTROL
 LG1266
 LG1266.No superseded survey control is available for this station.
 LG1266
 LG1266_MARKER: F = FLANGE-ENCASED ROD
 LG1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1266_STAMPING: J 437 1991
 LG1266_MARK LOGO: NGS
 LG1266_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1266_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1266+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2020
 LG1266_ROD/PIPE-DEPTH: 13.4 meters
 LG1266
 LG1266  HISTORY     - Date     Condition        Report By
 LG1266  HISTORY     - 1991     MONUMENTED       NGS
 LG1266  HISTORY     - 20201016 GOOD             NEGS
 LG1266
 LG1266                          STATION DESCRIPTION
 LG1266
 LG1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1266'17.9 KM (11.10 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1266'OF U.S. HIGHWAY 81 IN FAIRMONT, 26.2 M (86.0 FT) SOUTH OF THE
 LG1266'CENTERLINE OF THE HIGHWAY, 10.6 M (34.8 FT) EAST OF THE CENTER OF A
 LG1266'GRAVELED ROAD, 1.4 M (4.6 FT) SOUTH OF A RIGHT-OF-WAY MARKER, 0.4 M
 LG1266'(1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 LG1266'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1266'LOGO CAP.
 LG1266
 LG1266                          STATION RECOVERY (2020)
 LG1266
 LG1266'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 LG1266'TO REACH FROM THE INTERSECTION OF E. ASH STREET AND U.S. HIGHWAY 6 IN
 LG1266'SUTTON, NE., GO NORTHEAST ON U.S. HIGHWAY 6 APPROXIMATELY 2.79 MI
 LG1266'(4.49 KM) TO MILE POST 245.15 AND THE POINT IN THE SOUTHEAST CORNER OF
 LG1266'THE INTERSECTION OF COUNTY ROAD 2 AND U.S. HIGHWAY 6.  THE MARK IS 4.6
 LG1266'FT (1.4 M) SOUTH OF A RIGHT-OF-WAY MARKER, 1.3 FT (0.4 M) NORTH OF A
 LG1266'FIBERGLASS WITNESS, 86.0 FT (26.2 M) SOUTH OF THE CENTERLINE OF U.S.
 LG1266'HIGHWAY 6 AND 34.8 FT (10.6 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 LG1266'2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1304 ***********************************************************************
 LG1304  DESIGNATION -  J 438
 LG1304  PID         -  LG1304
 LG1304  STATE/COUNTY-  NE/LANCASTER
 LG1304  COUNTRY     -  US
 LG1304  USGS QUAD   -  DENTON (2017)
 LG1304
 LG1304                         *CURRENT SURVEY CONTROL
 LG1304  ______________________________________________________________________
 LG1304* NAD 83(1986) POSITION- 40 39 14.5    (N) 096 46 50.9    (W)   HD_HELD2
 LG1304* NAVD 88 ORTHO HEIGHT -   425.842 (meters)     1397.12  (feet) ADJUSTED
 LG1304  ______________________________________________________________________
 LG1304  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 LG1304  DYNAMIC HEIGHT  -        425.651 (meters)     1396.49  (feet) COMP
 LG1304  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 LG1304
 LG1304  VERT ORDER      -  FIRST     CLASS II
 LG1304
 LG1304.The horizontal coordinates were established by autonomous hand held GPS
 LG1304.observations and have an estimated accuracy of +/- 10 meters.
 LG1304
 LG1304.The orthometric height was determined by differential leveling and
 LG1304.adjusted by the NATIONAL GEODETIC SURVEY
 LG1304.in May 1993.
 LG1304
 LG1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1304.GEOID18 height accuracy estimate available here.
 LG1304
 LG1304.Click photographs - Photos may exist for this station.
 LG1304
 LG1304.The dynamic height is computed by dividing the NAVD 88
 LG1304.geopotential number by the normal gravity value computed on the
 LG1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1304.degrees latitude (g = 980.6199 gals.).
 LG1304
 LG1304.The modeled gravity was interpolated from observed gravity values.
 LG1304
 LG1304;                    North         East    Units  Estimated Accuracy
 LG1304;SPC NE       -    96,188.      772,133.      MT  (+/- 10 meters HH2 GPS)
 LG1304
 LG1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8761702719(NAD 83)
 LG1304
 LG1304                          SUPERSEDED SURVEY CONTROL
 LG1304
 LG1304.No superseded survey control is available for this station.
 LG1304
 LG1304_MARKER: I = METAL ROD
 LG1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1304_STAMPING: J 438 1991
 LG1304_MARK LOGO: NGS
 LG1304_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1304_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1304+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1304_ROD/PIPE-DEPTH: 6.6 meters
 LG1304
 LG1304  HISTORY     - Date     Condition        Report By
 LG1304  HISTORY     - 1991     MONUMENTED       NGS
 LG1304
 LG1304                          STATION DESCRIPTION
 LG1304
 LG1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1304'16.6 KM (10.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1304'IN CRETE, 20.7 M (67.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1304'10.8 M (35.4 FT) EAST OF THE CENTER OF SOUTHWEST 42ND STREET, 1.2 M
 LG1304'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 LG1304'EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER, AND 0.5 M (1.6 FT) WEST OF A
 LG1304'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1304'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1334 ***********************************************************************
 LG1334  DESIGNATION -  J 439
 LG1334  PID         -  LG1334
 LG1334  STATE/COUNTY-  NE/OTOE
 LG1334  COUNTRY     -  US
 LG1334  USGS QUAD   -  PALMYRA (2017)
 LG1334
 LG1334                         *CURRENT SURVEY CONTROL
 LG1334  ______________________________________________________________________
 LG1334* NAD 83(1986) POSITION- 40 42 35.3    (N) 096 26 39.3    (W)   HD_HELD2
 LG1334* NAVD 88 ORTHO HEIGHT -   380.646 (meters)     1248.84  (feet) ADJUSTED
 LG1334  ______________________________________________________________________
 LG1334  GEOID HEIGHT    -        -26.227 (meters)                     GEOID18
 LG1334  DYNAMIC HEIGHT  -        380.480 (meters)     1248.29  (feet) COMP
 LG1334  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 LG1334
 LG1334  VERT ORDER      -  FIRST     CLASS II
 LG1334
 LG1334.The horizontal coordinates were established by autonomous hand held GPS
 LG1334.observations and have an estimated accuracy of +/- 10 meters.
 LG1334
 LG1334.The orthometric height was determined by differential leveling and
 LG1334.adjusted by the NATIONAL GEODETIC SURVEY
 LG1334.in May 1993.
 LG1334
 LG1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1334.GEOID18 height accuracy estimate available here.
 LG1334
 LG1334.Click photographs - Photos may exist for this station.
 LG1334
 LG1334.The dynamic height is computed by dividing the NAVD 88
 LG1334.geopotential number by the normal gravity value computed on the
 LG1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1334.degrees latitude (g = 980.6199 gals.).
 LG1334
 LG1334.The modeled gravity was interpolated from observed gravity values.
 LG1334
 LG1334;                    North         East    Units  Estimated Accuracy
 LG1334;SPC NE       -   103,490.      800,313.      MT  (+/- 10 meters HH2 GPS)
 LG1334
 LG1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1589309685(NAD 83)
 LG1334
 LG1334                          SUPERSEDED SURVEY CONTROL
 LG1334
 LG1334.No superseded survey control is available for this station.
 LG1334
 LG1334_MARKER: F = FLANGE-ENCASED ROD
 LG1334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1334_STAMPING: J 439 1991
 LG1334_MARK LOGO: NGS
 LG1334_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1334+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 LG1334_ROD/PIPE-DEPTH: 8.2 meters
 LG1334
 LG1334  HISTORY     - Date     Condition        Report By
 LG1334  HISTORY     - 1991     MONUMENTED       NGS
 LG1334  HISTORY     - 20200824 GOOD             NEGS
 LG1334
 LG1334                          STATION DESCRIPTION
 LG1334
 LG1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1334'23.8 KM (14.80 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1334'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, AT AN AREA KNOWN
 LG1334'LOCALLY AS JUNK YARD CORNER, 200.0 M (656.2 FT) SOUTH OF THE
 LG1334'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) EAST OF THE CENTER OF A
 LG1334'GRAVELED ROAD, 2.6 M (8.5 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT)
 LG1334'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FENCE.
 LG1334'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1334
 LG1334                          STATION RECOVERY (2020)
 LG1334
 LG1334'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1334'THE MARK IS IS LOCATED NEAR A TREE SOUTH OF THE MARK THAT OBSCURES A
 LG1334'LARGE PORTION OF THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1377 ***********************************************************************
 LG1377  DESIGNATION -  J 440
 LG1377  PID         -  LG1377
 LG1377  STATE/COUNTY-  NE/LANCASTER
 LG1377  COUNTRY     -  US
 LG1377  USGS QUAD   -  LINCOLN (2017)
 LG1377
 LG1377                         *CURRENT SURVEY CONTROL
 LG1377  ______________________________________________________________________
 LG1377* NAD 83(1986) POSITION- 40 51 25.50   (N) 096 39 56.66   (W)   HD_HELD1
 LG1377* NAVD 88 ORTHO HEIGHT -   348.964 (meters)     1144.89  (feet) ADJUSTED
 LG1377  ______________________________________________________________________
 LG1377  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 LG1377  DYNAMIC HEIGHT  -        348.812 (meters)     1144.39  (feet) COMP
 LG1377  MODELED GRAVITY -    980,177.6   (mgal)                       NAVD 88
 LG1377
 LG1377  VERT ORDER      -  FIRST     CLASS II
 LG1377
 LG1377.The horizontal coordinates were determined by differentially corrected
 LG1377.hand held GPS observations or other comparable positioning techniques
 LG1377.and have an estimated accuracy of +/- 3 meters.
 LG1377
 LG1377.The orthometric height was determined by differential leveling and
 LG1377.adjusted by the NATIONAL GEODETIC SURVEY
 LG1377.in May 1993.
 LG1377
 LG1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1377.GEOID18 height accuracy estimate available here.
 LG1377
 LG1377.Click photographs - Photos may exist for this station.
 LG1377
 LG1377.The dynamic height is computed by dividing the NAVD 88
 LG1377.geopotential number by the normal gravity value computed on the
 LG1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1377.degrees latitude (g = 980.6199 gals.).
 LG1377
 LG1377.The modeled gravity was interpolated from observed gravity values.
 LG1377
 LG1377;                    North         East    Units  Estimated Accuracy
 LG1377;SPC NE       -   119,083.0     780,986.0     MT  (+/- 3 meters HH1 GPS) 
 LG1377
 LG1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9674625514(NAD 83)
 LG1377
 LG1377                          SUPERSEDED SURVEY CONTROL
 LG1377
 LG1377.No superseded survey control is available for this station.
 LG1377
 LG1377_MARKER: DV = VERTICAL CONTROL DISK
 LG1377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1377_SP_SET: ABUTMENT
 LG1377_STAMPING: J 440 1992
 LG1377_MARK LOGO: NGS
 LG1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1377+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 LG1377
 LG1377  HISTORY     - Date     Condition        Report By
 LG1377  HISTORY     - 1992     MONUMENTED       NGS
 LG1377  HISTORY     - 20050402 GOOD             GEOCAC
 LG1377  HISTORY     - 20200616 GOOD             STATE
 LG1377
 LG1377                          STATION DESCRIPTION
 LG1377
 LG1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1377'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR STREET AND SALT CREEK, IN
 LG1377'TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LG1377'ABUTMENT OF THE STREET BRIDGE SPANNING THE CREEK, AND 8.2 M
 LG1377'(26.9 FT) SOUTH OF AND LEVEL WITH THE STREET CENTERLINE.
 LG1377
 LG1377                          STATION RECOVERY (2005)
 LG1377
 LG1377'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1377'RECOVERED IN GOOD CONDITION.
 LG1377
 LG1377                          STATION RECOVERY (2020)
 LG1377
 LG1377'RECOVERY NOTE BY STATE AGENCIES UNSPECIFIED 2020 (VB)
 LG1377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1382 ***********************************************************************
 LG1382  DESIGNATION -  J 441
 LG1382  PID         -  LG1382
 LG1382  STATE/COUNTY-  NE/LANCASTER
 LG1382  COUNTRY     -  US
 LG1382  USGS QUAD   -  WALTON (2017)
 LG1382
 LG1382                         *CURRENT SURVEY CONTROL
 LG1382  ______________________________________________________________________
 LG1382* NAD 83(1986) POSITION- 40 51 24.51   (N) 096 36 21.93   (W)   HD_HELD1
 LG1382* NAVD 88 ORTHO HEIGHT -   353.031 (meters)     1158.24  (feet) ADJUSTED
 LG1382  ______________________________________________________________________
 LG1382  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 LG1382  DYNAMIC HEIGHT  -        352.882 (meters)     1157.75  (feet) COMP
 LG1382  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 LG1382
 LG1382  VERT ORDER      -  FIRST     CLASS II
 LG1382
 LG1382.The horizontal coordinates were determined by differentially corrected
 LG1382.hand held GPS observations or other comparable positioning techniques
 LG1382.and have an estimated accuracy of +/- 3 meters.
 LG1382
 LG1382.The orthometric height was determined by differential leveling and
 LG1382.adjusted by the NATIONAL GEODETIC SURVEY
 LG1382.in May 1993.
 LG1382
 LG1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1382.GEOID18 height accuracy estimate available here.
 LG1382
 LG1382.Click photographs - Photos may exist for this station.
 LG1382
 LG1382.The dynamic height is computed by dividing the NAVD 88
 LG1382.geopotential number by the normal gravity value computed on the
 LG1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1382.degrees latitude (g = 980.6199 gals.).
 LG1382
 LG1382.The modeled gravity was interpolated from observed gravity values.
 LG1382
 LG1382;                    North         East    Units  Estimated Accuracy
 LG1382;SPC NE       -   119,248.1     786,011.2     MT  (+/- 3 meters HH1 GPS) 
 LG1382
 LG1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0177525619(NAD 83)
 LG1382
 LG1382                          SUPERSEDED SURVEY CONTROL
 LG1382
 LG1382.No superseded survey control is available for this station.
 LG1382
 LG1382_MARKER: F = FLANGE-ENCASED ROD
 LG1382_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1382_STAMPING: J 441 1992
 LG1382_MARK LOGO: NGS
 LG1382_PROJECTION: FLUSH
 LG1382_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1382+STABILITY: POSITION/ELEVATION WELL
 LG1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1382+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2020
 LG1382_ROD/PIPE-DEPTH: 8.5 meters
 LG1382_SLEEVE-DEPTH  : 5.5 meters
 LG1382
 LG1382  HISTORY     - Date     Condition        Report By
 LG1382  HISTORY     - 1992     MONUMENTED       NGS
 LG1382  HISTORY     - 20070111 GOOD             NEDR
 LG1382  HISTORY     - 20100504 GOOD             INDIV
 LG1382  HISTORY     - 20201124 GOOD             NEGS
 LG1382
 LG1382                          STATION DESCRIPTION
 LG1382
 LG1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1382'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1382'OFFICE IN LINCOLN, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG NORTH 84TH
 LG1382'STREET, 31.4 M (103.0 FT) WEST OF THE STREET CENTERLINE, 31.0 M
 LG1382'(101.7 FT) SOUTH OF THE CENTERLINE OF HAVELOCK AVENUE, 12.3 M
 LG1382'(40.4 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 1.2 M (3.9 FT) EAST OF
 LG1382'A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 LG1382'STREET. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1382
 LG1382                          STATION RECOVERY (2007)
 LG1382
 LG1382'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1382'THE BENCHMARK IS 99.4 FT (30.3 M) WEST OF THE CENTERLINE OF SOUTHBOUND
 LG1382'N 84TH ST.
 LG1382
 LG1382                          STATION RECOVERY (2010)
 LG1382
 LG1382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1382'RECOVERED IN GOOD CONDITION.
 LG1382
 LG1382                          STATION RECOVERY (2020)
 LG1382
 LG1382'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG1382'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND N. 84TH ST.,
 LG1382'NORTHEAST OF LINCOLN, NE., GO SOUTH ON 84TH ST. APPROXIMATELY 1.26 MI
 LG1382'(2.03 KM) TO INTERSECTION OF N. 84TH ST. AND HAVELOCK AVENUE.  THE
 LG1382'MARK IS LOCATED IN SOUTHWEST CORNER OF THE INTERSECTION ON TOP OF
 LG1382'BANK, 100 FT (30.5 M) WEST OF THE CENTERLINE OF SOUTH BOUND 84TH
 LG1382'STREET, 80.0 FT (24.4 M) SOUTH OF THE CENTERLINE OF EAST BOUND
 LG1382'HAVELOCK AVENUE, 70.7 FT (21.5 M) SOUTHWEST OF THE SOUTHWEST CORNER
 LG1382'BOLT COVER OF A TRAFFIC SIGNAL POLE, 61.8 FT (18.8 M) SOUTH-SOUTHWEST
 LG1382'OF THE SOUTHWEST CORNER BOLT COVER OF A LIGHT POLE, 40.6 FT (12.4 M)
 LG1382'SOUTH-SOUTHEAST OF CHAIN LINK FENCE CORNER POST AND 3.5 FT (1.1 M)
 LG1382'EAST OF AN ORANGE FIBERGLASS WITNESS AND CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3461 ***********************************************************************
 AI3461  DESIGNATION -  J 442
 AI3461  PID         -  AI3461
 AI3461  STATE/COUNTY-  NE/RED WILLOW
 AI3461  COUNTRY     -  US
 AI3461  USGS QUAD   -  MCCOOK WEST (2017)
 AI3461
 AI3461                         *CURRENT SURVEY CONTROL
 AI3461  ______________________________________________________________________
 AI3461* NAD 83(1986) POSITION- 40 11 05.     (N) 100 38 52.     (W)   SCALED
 AI3461* NAVD 88 ORTHO HEIGHT -   758.662 (meters)     2489.04  (feet) ADJUSTED
 AI3461  ______________________________________________________________________
 AI3461  GEOID HEIGHT    -        -23.991 (meters)                     GEOID18
 AI3461  DYNAMIC HEIGHT  -        758.154 (meters)     2487.38  (feet) COMP
 AI3461  MODELED GRAVITY -    979,931.7   (mgal)                       NAVD 88
 AI3461
 AI3461  VERT ORDER      -  SECOND    CLASS I
 AI3461
 AI3461.The horizontal coordinates were scaled from a map and have
 AI3461.an estimated accuracy of +/- 6 seconds.
 AI3461
 AI3461.The orthometric height was determined by differential leveling and
 AI3461.adjusted by the NATIONAL GEODETIC SURVEY
 AI3461.in July 2002.
 AI3461
 AI3461.No vertical observational check was made to the station.
 AI3461
 AI3461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3461.GEOID18 height accuracy estimate available here.
 AI3461
 AI3461.Click photographs - Photos may exist for this station.
 AI3461
 AI3461.The dynamic height is computed by dividing the NAVD 88
 AI3461.geopotential number by the normal gravity value computed on the
 AI3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3461.degrees latitude (g = 980.6199 gals.).
 AI3461
 AI3461.The modeled gravity was interpolated from observed gravity values.
 AI3461
 AI3461;                    North         East    Units  Estimated Accuracy
 AI3461;SPC NE       -    39,220.      444,840.      MT  (+/- 180 meters Scaled)
 AI3461
 AI3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK597495(NAD 83)
 AI3461
 AI3461                          SUPERSEDED SURVEY CONTROL
 AI3461
 AI3461.No superseded survey control is available for this station.
 AI3461
 AI3461_MARKER: DV = VERTICAL CONTROL DISK
 AI3461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3461_SP_SET: BRIDGE ABUTMENT
 AI3461_STAMPING: J 442 1999
 AI3461_MARK LOGO: NGS
 AI3461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3461+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3461
 AI3461  HISTORY     - Date     Condition        Report By
 AI3461  HISTORY     - 1999     MONUMENTED       NGS
 AI3461
 AI3461                          STATION DESCRIPTION
 AI3461
 AI3461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3461'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3461'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3461'ROAD, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG A PAVED ROAD, IN TOP OF
 AI3461'AND 0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE WEST CONCRETE
 AI3461'ABUTMENT OF A BRIDGE SPANNING THE REPUBLICAN RIVER, 4.9 M (16.1 FT)
 AI3461'WEST OF AND LEVEL WITH THE ROAD CENTER, AND 0.4 M (1.3 FT) WEST OF THE
 AI3461'BRIDGE RAIL.  NOTE--THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0512 ***********************************************************************
 LH0512  DESIGNATION -  J 5
 LH0512  PID         -  LH0512
 LH0512  STATE/COUNTY-  NE/BUFFALO
 LH0512  COUNTRY     -  US
 LH0512  USGS QUAD   -  KEARNEY (2017)
 LH0512
 LH0512                         *CURRENT SURVEY CONTROL
 LH0512  ______________________________________________________________________
 LH0512* NAD 83(1986) POSITION- 40 42 43.     (N) 099 00 25.     (W)   SCALED
 LH0512* NAVD 88 ORTHO HEIGHT -   646.217 (meters)     2120.13  (feet) ADJUSTED
 LH0512  ______________________________________________________________________
 LH0512  GEOID HEIGHT    -        -24.471 (meters)                     GEOID18
 LH0512  DYNAMIC HEIGHT  -        645.854 (meters)     2118.94  (feet) COMP
 LH0512  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 LH0512
 LH0512  VERT ORDER      -  FIRST     CLASS II
 LH0512
 LH0512.The horizontal coordinates were scaled from a map and have
 LH0512.an estimated accuracy of +/- 6 seconds.
 LH0512
 LH0512.The orthometric height was determined by differential leveling and
 LH0512.adjusted by the NATIONAL GEODETIC SURVEY
 LH0512.in June 1991.
 LH0512
 LH0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0512.GEOID18 height accuracy estimate available here.
 LH0512
 LH0512.Click photographs - Photos may exist for this station.
 LH0512
 LH0512.The dynamic height is computed by dividing the NAVD 88
 LH0512.geopotential number by the normal gravity value computed on the
 LH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0512.degrees latitude (g = 980.6199 gals.).
 LH0512
 LH0512.The modeled gravity was interpolated from observed gravity values.
 LH0512
 LH0512;                    North         East    Units  Estimated Accuracy
 LH0512;SPC NE       -    98,030.      583,890.      MT  (+/- 180 meters Scaled)
 LH0512
 LH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML994067(NAD 83)
 LH0512
 LH0512                          SUPERSEDED SURVEY CONTROL
 LH0512
 LH0512  NGVD 29 (??/??/92)  645.960  (m)         2119.29   (f) ADJ UNCH    1 2
 LH0512
 LH0512.Superseded values are not recommended for survey control.
 LH0512
 LH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0512.See file dsdata.pdf to determine how the superseded data were derived.
 LH0512
 LH0512_MARKER: DB = BENCH MARK DISK
 LH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0512_STAMPING: 2119.287 J 5 1933
 LH0512_MARK LOGO: CGS
 LH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0512+STABILITY: SURFACE MOTION
 LH0512
 LH0512  HISTORY     - Date     Condition        Report By
 LH0512  HISTORY     - 1933     MONUMENTED       CGS
 LH0512  HISTORY     - 1949     GOOD             CGS
 LH0512  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0512  HISTORY     - 20050310 MARK NOT FOUND   NEDR
 LH0512
 LH0512                          STATION DESCRIPTION
 LH0512
 LH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0512'4 MI NE FROM KEARNEY.
 LH0512'ABOUT 4.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 LH0512'FROM THE STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 0.5 MILE
 LH0512'SOUTHWEST OF THE STATION AT BUDA, ABOUT 183 FEET EAST OF MILEPOST
 LH0512'185, AT A COUNTY-ROAD CROSSING, 90 FEET SOUTH OF THE CENTER
 LH0512'LINE OF U.S. HIGHWAY 30, 60 FEET SOUTH OF A CREOSOTED PLANK
 LH0512'CULVERT, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 27.8 FEET
 LH0512'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 20 FEET SOUTH
 LH0512'OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE, AND 3.5 FEET EAST OF
 LH0512'THE EAST RIGHT-OF-WAY FENCE OF THE ROAD.  A STANDARD DISK,
 LH0512'STAMPED 2119.287 J 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0512'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0512
 LH0512                          STATION RECOVERY (1949)
 LH0512
 LH0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0512'RECOVERED IN GOOD CONDITION.
 LH0512
 LH0512                          STATION RECOVERY (1991)
 LH0512
 LH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0512'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LH0512
 LH0512                          STATION RECOVERY (2005)
 LH0512
 LH0512'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0257 ***********************************************************************
 MN0257  DESIGNATION -  J 50
 MN0257  PID         -  MN0257
 MN0257  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0257  COUNTRY     -  US
 MN0257  USGS QUAD   -  MITCHELL (2017)
 MN0257
 MN0257                         *CURRENT SURVEY CONTROL
 MN0257  ______________________________________________________________________
 MN0257* NAD 83(1986) POSITION- 41 56 45.4    (N) 103 48 47.5    (W)   HD_HELD2
 MN0257* NAVD 88 ORTHO HEIGHT -  1207.705 (meters)     3962.28  (feet) ADJUSTED
 MN0257  ______________________________________________________________________
 MN0257  GEOID HEIGHT    -        -18.562 (meters)                     GEOID18
 MN0257  DYNAMIC HEIGHT  -       1206.932 (meters)     3959.74  (feet) COMP
 MN0257  MODELED GRAVITY -    979,941.2   (mgal)                       NAVD 88
 MN0257
 MN0257  VERT ORDER      -  SECOND    CLASS 0
 MN0257
 MN0257.The horizontal coordinates were established by autonomous hand held GPS
 MN0257.observations and have an estimated accuracy of +/- 10 meters.
 MN0257
 MN0257.The orthometric height was determined by differential leveling and
 MN0257.adjusted by the NATIONAL GEODETIC SURVEY
 MN0257.in June 1991.
 MN0257
 MN0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0257.GEOID18 height accuracy estimate available here.
 MN0257
 MN0257.Click photographs - Photos may exist for this station.
 MN0257
 MN0257.The dynamic height is computed by dividing the NAVD 88
 MN0257.geopotential number by the normal gravity value computed on the
 MN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0257.degrees latitude (g = 980.6199 gals.).
 MN0257
 MN0257.The modeled gravity was interpolated from observed gravity values.
 MN0257
 MN0257;                    North         East    Units  Estimated Accuracy
 MN0257;SPC NE       -   241,525.      184,008.      MT  (+/- 10 meters HH2 GPS)
 MN0257
 MN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9837244455(NAD 83)
 MN0257
 MN0257                          SUPERSEDED SURVEY CONTROL
 MN0257
 MN0257  NGVD 29 (??/??/92) 1207.026  (m)         3960.05   (f) ADJ UNCH    2 0
 MN0257
 MN0257.Superseded values are not recommended for survey control.
 MN0257
 MN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0257.See file dsdata.pdf to determine how the superseded data were derived.
 MN0257
 MN0257_MARKER: DB = BENCH MARK DISK
 MN0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0257_SP_SET: BUILDING
 MN0257_STAMPING: J 50 1934
 MN0257_MARK LOGO: CGS
 MN0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0257+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0257
 MN0257  HISTORY     - Date     Condition        Report By
 MN0257  HISTORY     - 1934     MONUMENTED       CGS
 MN0257  HISTORY     - 1945     GOOD             CGS
 MN0257  HISTORY     - 20030724 GOOD             NGS
 MN0257
 MN0257                          STATION DESCRIPTION
 MN0257
 MN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0257'AT MITCHELL.
 MN0257'AT MITCHELL, SCOTTS BLUFF COUNTY, AT THE PUBLIC SCHOOL BUILDING,
 MN0257'IN THE NORTH FACE OF THE SOUTHWEST ENTRANCE OUTSET, 9.6 FEET
 MN0257'NORTH OF THE CENTER LINE OF THE ENTRANCE, 1.2 FEET WEST OF THE WEST
 MN0257'FACE OF THE BUILDING, AND ABOUT 4.3 FEET ABOVE GROUND.  A STANDARD
 MN0257'DISK, STAMPED J 50 1934 AND SET VERTICALLY.
 MN0257
 MN0257                          STATION RECOVERY (1945)
 MN0257
 MN0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 MN0257'RECOVERED IN GOOD CONDITION.
 MN0257
 MN0257                          STATION RECOVERY (2003)
 MN0257
 MN0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0184 ***********************************************************************
 MN0184  DESIGNATION -  J 51
 MN0184  PID         -  MN0184
 MN0184  STATE/COUNTY-  NE/MORRILL
 MN0184  COUNTRY     -  US
 MN0184  USGS QUAD   -  BRIDGEPORT (2017)
 MN0184
 MN0184                         *CURRENT SURVEY CONTROL
 MN0184  ______________________________________________________________________
 MN0184* NAD 83(1986) POSITION- 41 38 46.     (N) 103 00 50.     (W)   SCALED
 MN0184* NAVD 88 ORTHO HEIGHT -  1110.417 (meters)     3643.09  (feet) ADJUSTED
 MN0184  ______________________________________________________________________
 MN0184  GEOID HEIGHT    -        -19.557 (meters)                     GEOID18
 MN0184  DYNAMIC HEIGHT  -       1109.718 (meters)     3640.80  (feet) COMP
 MN0184  MODELED GRAVITY -    979,955.5   (mgal)                       NAVD 88
 MN0184
 MN0184  VERT ORDER      -  SECOND    CLASS 0
 MN0184
 MN0184.The horizontal coordinates were scaled from a map and have
 MN0184.an estimated accuracy of +/- 6 seconds.
 MN0184
 MN0184.The orthometric height was determined by differential leveling and
 MN0184.adjusted by the NATIONAL GEODETIC SURVEY
 MN0184.in June 1991.
 MN0184
 MN0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0184.GEOID18 height accuracy estimate available here.
 MN0184
 MN0184.Click photographs - Photos may exist for this station.
 MN0184
 MN0184.The dynamic height is computed by dividing the NAVD 88
 MN0184.geopotential number by the normal gravity value computed on the
 MN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0184.degrees latitude (g = 980.6199 gals.).
 MN0184
 MN0184.The modeled gravity was interpolated from observed gravity values.
 MN0184
 MN0184;                    North         East    Units  Estimated Accuracy
 MN0184;SPC NE       -   205,640.      249,050.      MT  (+/- 180 meters Scaled)
 MN0184
 MN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG653123(NAD 83)
 MN0184
 MN0184                          SUPERSEDED SURVEY CONTROL
 MN0184
 MN0184  NGVD 29 (??/??/92) 1109.858  (m)         3641.26   (f) ADJ UNCH    2 0
 MN0184
 MN0184.Superseded values are not recommended for survey control.
 MN0184
 MN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0184.See file dsdata.pdf to determine how the superseded data were derived.
 MN0184
 MN0184_MARKER: DB = BENCH MARK DISK
 MN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0184_STAMPING: J 51 1934
 MN0184_MARK LOGO: CGS
 MN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0184+STABILITY: SURFACE MOTION
 MN0184
 MN0184  HISTORY     - Date     Condition        Report By
 MN0184  HISTORY     - 1934     MONUMENTED       CGS
 MN0184  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0184  HISTORY     - 20080222 MARK NOT FOUND   NEDR
 MN0184
 MN0184                          STATION DESCRIPTION
 MN0184
 MN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0184'4.6 MI E FROM NORTHPORT.
 MN0184'ABOUT 4.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0184'STATION AT NORTHPORT, MORRILL COUNTY, AT TOWERS, ABOUT 15 POLES
 MN0184'EAST OF MILEPOST 110, ABOUT 100 FEET SOUTHEAST OF THE SOUTHEAST
 MN0184'CORNER OF THE RAMP OF A BEET LOADING PLATFORM, ABOUT 95 FEET
 MN0184'SOUTH OF THE CENTER LINE OF A COUNTY ROAD, 57 FEET NORTH OF THE
 MN0184'NORTH RAIL OF THE MAIN TRACK, AND 2 FEET SOUTH OF THE SOUTH
 MN0184'SIDE OF A CATTLE CORRAL.  A STANDARD DISK, STAMPED J 51 1934
 MN0184'AND SET IN THE TOP OF A CONCRETE POST.
 MN0184
 MN0184                          STATION RECOVERY (1964)
 MN0184
 MN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0184'MARK NOT FOUND.
 MN0184
 MN0184                          STATION RECOVERY (2008)
 MN0184
 MN0184'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 MN0184'ALL RAIL ROAD POST HAVE BEEN REMOVED AND BEET LOADING STATION
 MN0184'DESTROYED. GROUND HAS BEEN LEVELED AND NO SIGN OF DISK OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0060 ***********************************************************************
 MN0060  DESIGNATION -  J 52
 MN0060  PID         -  MN0060
 MN0060  STATE/COUNTY-  NE/GARDEN
 MN0060  COUNTRY     -  US
 MN0060  USGS QUAD   -  OSHKOSH (2017)
 MN0060
 MN0060                         *CURRENT SURVEY CONTROL
 MN0060  ______________________________________________________________________
 MN0060* NAD 83(1986) POSITION- 41 22 44.     (N) 102 15 55.     (W)   SCALED
 MN0060* NAVD 88 ORTHO HEIGHT -  1025.913 (meters)     3365.85  (feet) ADJUSTED
 MN0060  ______________________________________________________________________
 MN0060  GEOID HEIGHT    -        -20.119 (meters)                     GEOID18
 MN0060  DYNAMIC HEIGHT  -       1025.281 (meters)     3363.78  (feet) COMP
 MN0060  MODELED GRAVITY -    979,972.1   (mgal)                       NAVD 88
 MN0060
 MN0060  VERT ORDER      -  SECOND    CLASS 0
 MN0060
 MN0060.The horizontal coordinates were scaled from a map and have
 MN0060.an estimated accuracy of +/- 6 seconds.
 MN0060
 MN0060.The orthometric height was determined by differential leveling and
 MN0060.adjusted by the NATIONAL GEODETIC SURVEY
 MN0060.in June 1991.
 MN0060
 MN0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0060.GEOID18 height accuracy estimate available here.
 MN0060
 MN0060.Click photographs - Photos may exist for this station.
 MN0060
 MN0060.The dynamic height is computed by dividing the NAVD 88
 MN0060.geopotential number by the normal gravity value computed on the
 MN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0060.degrees latitude (g = 980.6199 gals.).
 MN0060
 MN0060.The modeled gravity was interpolated from observed gravity values.
 MN0060
 MN0060;                    North         East    Units  Estimated Accuracy
 MN0060;SPC NE       -   174,080.      310,590.      MT  (+/- 180 meters Scaled)
 MN0060
 MN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF286844(NAD 83)
 MN0060
 MN0060                          SUPERSEDED SURVEY CONTROL
 MN0060
 MN0060  NGVD 29 (??/??/92) 1025.426  (m)         3364.25   (f) ADJ UNCH    2 0
 MN0060
 MN0060.Superseded values are not recommended for survey control.
 MN0060
 MN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0060.See file dsdata.pdf to determine how the superseded data were derived.
 MN0060
 MN0060_MARKER: DB = BENCH MARK DISK
 MN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0060_STAMPING: J 52 1934
 MN0060_MARK LOGO: CGS
 MN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0060+STABILITY: SURFACE MOTION
 MN0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0060+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0060
 MN0060  HISTORY     - Date     Condition        Report By
 MN0060  HISTORY     - 1934     MONUMENTED       CGS
 MN0060  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0060  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0060
 MN0060                          STATION DESCRIPTION
 MN0060
 MN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0060'4.5 MI E FROM OSHKOSH.
 MN0060'ABOUT 4.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0060'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 9-1/2 POLES EAST OF
 MN0060'MILEPOST 66, ABOUT 50 FEET WEST OF THE ENTRANCE TO A CUT, 43 FEET
 MN0060'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 67 FEET NORTH OF
 MN0060'THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED
 MN0060'J 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- VERY
 MN0060'POSSIBLE THAT BM HAS BEEN COVERED UP WITH BLOW SAND.
 MN0060
 MN0060                          STATION RECOVERY (1971)
 MN0060
 MN0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0060'MARK NOT FOUND.
 MN0060
 MN0060                          STATION RECOVERY (1992)
 MN0060
 MN0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0185 ***********************************************************************
 MN0185  DESIGNATION -  J 55
 MN0185  PID         -  MN0185
 MN0185  STATE/COUNTY-  NE/BANNER
 MN0185  COUNTRY     -  US
 MN0185  USGS QUAD   -  HACKBERRY CREEK (2017)
 MN0185
 MN0185                         *CURRENT SURVEY CONTROL
 MN0185  ______________________________________________________________________
 MN0185* NAD 83(1986) POSITION- 41 34 59.     (N) 103 29 01.     (W)   SCALED
 MN0185* NAVD 88 ORTHO HEIGHT -  1276.209 (meters)     4187.03  (feet) ADJUSTED
 MN0185  ______________________________________________________________________
 MN0185  GEOID HEIGHT    -        -19.419 (meters)                     GEOID18
 MN0185  DYNAMIC HEIGHT  -       1275.321 (meters)     4184.12  (feet) COMP
 MN0185  MODELED GRAVITY -    979,883.8   (mgal)                       NAVD 88
 MN0185
 MN0185  VERT ORDER      -  SECOND    CLASS 0
 MN0185
 MN0185.The horizontal coordinates were scaled from a map and have
 MN0185.an estimated accuracy of +/- 6 seconds.
 MN0185
 MN0185.The orthometric height was determined by differential leveling and
 MN0185.adjusted by the NATIONAL GEODETIC SURVEY
 MN0185.in June 1991.
 MN0185
 MN0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0185.GEOID18 height accuracy estimate available here.
 MN0185
 MN0185.Click photographs - Photos may exist for this station.
 MN0185
 MN0185.The dynamic height is computed by dividing the NAVD 88
 MN0185.geopotential number by the normal gravity value computed on the
 MN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0185.degrees latitude (g = 980.6199 gals.).
 MN0185
 MN0185.The modeled gravity was interpolated from observed gravity values.
 MN0185
 MN0185;                    North         East    Units  Estimated Accuracy
 MN0185;SPC NE       -   200,110.      209,680.      MT  (+/- 180 meters Scaled)
 MN0185
 MN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG264045(NAD 83)
 MN0185
 MN0185                          SUPERSEDED SURVEY CONTROL
 MN0185
 MN0185  NGVD 29 (??/??/92) 1275.549  (m)         4184.86   (f) ADJ UNCH    2 0
 MN0185
 MN0185.Superseded values are not recommended for survey control.
 MN0185
 MN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0185.See file dsdata.pdf to determine how the superseded data were derived.
 MN0185
 MN0185_MARKER: DB = BENCH MARK DISK
 MN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0185_STAMPING: J 55 1934
 MN0185_MARK LOGO: CGS
 MN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0185+STABILITY: SURFACE MOTION
 MN0185
 MN0185  HISTORY     - Date     Condition        Report By
 MN0185  HISTORY     - 1934     MONUMENTED       CGS
 MN0185
 MN0185                          STATION DESCRIPTION
 MN0185
 MN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0185'10.9 MI W FROM REDINGTON.
 MN0185'10.9 MILES WEST OF POST OFFICE.  ALONG HIGHWAY BETWEEN REDINGTON,
 MN0185'NEBRASKA AND JUNCTION WITH STATE HIGHWAY NO. 29, 36 FEET SOUTH OF
 MN0185'CENTER LINE OF HIGHWAY NO. 88, 56 FEET WEST OF FENCE LINE RUNNING
 MN0185'TO SOUTH, 1 FOOT NORTH OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0186 ***********************************************************************
 MN0186  DESIGNATION -  J 55 RESET
 MN0186  PID         -  MN0186
 MN0186  STATE/COUNTY-  NE/BANNER
 MN0186  COUNTRY     -  US
 MN0186  USGS QUAD   -  HACKBERRY CREEK (2017)
 MN0186
 MN0186                         *CURRENT SURVEY CONTROL
 MN0186  ______________________________________________________________________
 MN0186* NAD 83(1986) POSITION- 41 34 59.55   (N) 103 29 01.46   (W)   HD_HELD1
 MN0186* NAVD 88 ORTHO HEIGHT -  1276.81  (meters)     4189.0   (feet) RESET
 MN0186  ______________________________________________________________________
 MN0186  GEOID HEIGHT    -        -19.419 (meters)                     GEOID18
 MN0186  VERT ORDER      -  THIRD
 MN0186
 MN0186.The horizontal coordinates were determined by differentially corrected
 MN0186.hand held GPS observations or other comparable positioning techniques
 MN0186.and have an estimated accuracy of +/- 3 meters.
 MN0186
 MN0186.The orthometric height was computed from unverified reset data.
 MN0186
 MN0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0186.GEOID18 height accuracy estimate available here.
 MN0186
 MN0186.Click photographs - Photos may exist for this station.
 MN0186
 MN0186;                    North         East    Units  Estimated Accuracy
 MN0186;SPC NE       -   200,130.4     209,671.3     MT  (+/- 3 meters HH1 GPS) 
 MN0186
 MN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2639104612(NAD 83)
 MN0186
 MN0186                          SUPERSEDED SURVEY CONTROL
 MN0186
 MN0186  NGVD 29 (??/??/??) 1276.15   (m)         4186.8    (f) RESET       3  
 MN0186
 MN0186.Superseded values are not recommended for survey control.
 MN0186
 MN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0186.See file dsdata.pdf to determine how the superseded data were derived.
 MN0186
 MN0186_MARKER: DB = BENCH MARK DISK
 MN0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0186_STAMPING: J 55 RESET 1966
 MN0186_MARK LOGO: CGS
 MN0186_PROJECTION: PROJECTING 8 CENTIMETERS
 MN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0186+STABILITY: SURFACE MOTION
 MN0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0186+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 MN0186
 MN0186  HISTORY     - Date     Condition        Report By
 MN0186  HISTORY     - 1966     MONUMENTED       CGS
 MN0186  HISTORY     - 20111018 GOOD             NEDR
 MN0186  HISTORY     - 20210517 GOOD             NEGS
 MN0186
 MN0186                          STATION DESCRIPTION
 MN0186
 MN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0186'10.9 MI W FROM REDINGTON.
 MN0186'ABOUT 10.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0186'IN REDINGTON, 70 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0186'69.5 FEET WEST OF THE CENTER OF A ROAD LEADING SOUTH, 38 FEET
 MN0186'WEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS POST,
 MN0186'1 FOOT NORTH OF A FENCE, AND IS A STANDARD DISK SET IN THE TOP
 MN0186'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0186
 MN0186                          STATION RECOVERY (2011)
 MN0186
 MN0186'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0186'RECOVERED IN GOOD CONDITION.
 MN0186
 MN0186                          STATION RECOVERY (2021)
 MN0186
 MN0186'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JH)
 MN0186'TO REACH FROM THE SOUTH JUNCTION OF NE. HIGHWAY 71 AND NE. HIGHWAY 88,
 MN0186'EAST OF HARRISBURG, NE., GO EAST ON NE. HIGHWAY 88 APPROXIMATELY 10.0
 MN0186'MI (16.1 KM) TO THE T INTERSECTION OF NE. HIGHWAY 88 AND COUNTY ROAD
 MN0186'61.  THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION
 MN0186'AT MILE POST 33.53.  THE MARK IS 70 FT (21.3 M) SOUTH OF THE
 MN0186'CENTERLINE OF NE. HIGHWAY 88, 69.5 FT (21.2 M) WEST OF THE CENTERLINE
 MN0186'OF COUNTY ROAD 61, 38.0 FT (11.6 M) WEST OF A FENCE CORNER, 1.5 FT
 MN0186'(0.5 M) WEST OF A METAL WITNESS AND 1.0 FT (0.3 M) NORTH OF AN EAST TO
 MN0186'WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0020 ***********************************************************************
 MM0020  DESIGNATION -  J 56
 MM0020  PID         -  MM0020
 MM0020  STATE/COUNTY-  NE/BLAINE
 MM0020  COUNTRY     -  US
 MM0020  USGS QUAD   -  LINSCOTT (2017)
 MM0020
 MM0020                         *CURRENT SURVEY CONTROL
 MM0020  ______________________________________________________________________
 MM0020* NAD 83(1986) POSITION- 41 44 33.97   (N) 100 00 45.62   (W)   HD_HELD1
 MM0020* NAVD 88 ORTHO HEIGHT -   825.310 (meters)     2707.70  (feet) ADJUSTED
 MM0020  ______________________________________________________________________
 MM0020  GEOID HEIGHT    -        -22.296 (meters)                     GEOID18
 MM0020  DYNAMIC HEIGHT  -        824.884 (meters)     2706.31  (feet) COMP
 MM0020  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 MM0020
 MM0020  VERT ORDER      -  SECOND    CLASS 0
 MM0020
 MM0020.The horizontal coordinates were determined by differentially corrected
 MM0020.hand held GPS observations or other comparable positioning techniques
 MM0020.and have an estimated accuracy of +/- 3 meters.
 MM0020
 MM0020.The orthometric height was determined by differential leveling and
 MM0020.adjusted by the NATIONAL GEODETIC SURVEY
 MM0020.in June 1991.
 MM0020
 MM0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0020.GEOID18 height accuracy estimate available here.
 MM0020
 MM0020.Click photographs - Photos may exist for this station.
 MM0020
 MM0020.The dynamic height is computed by dividing the NAVD 88
 MM0020.geopotential number by the normal gravity value computed on the
 MM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0020.degrees latitude (g = 980.6199 gals.).
 MM0020
 MM0020.The modeled gravity was interpolated from observed gravity values.
 MM0020
 MM0020;                    North         East    Units  Estimated Accuracy
 MM0020;SPC NE       -   211,996.4     498,946.2     MT  (+/- 3 meters HH1 GPS) 
 MM0020
 MM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1579521712(NAD 83)
 MM0020
 MM0020                          SUPERSEDED SURVEY CONTROL
 MM0020
 MM0020  NGVD 29 (??/??/92)  825.016  (m)         2706.74   (f) ADJ UNCH    2 0
 MM0020
 MM0020.Superseded values are not recommended for survey control.
 MM0020
 MM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0020.See file dsdata.pdf to determine how the superseded data were derived.
 MM0020
 MM0020_MARKER: DB = BENCH MARK DISK
 MM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0020_STAMPING: J 56 1934
 MM0020_MARK LOGO: CGS
 MM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0020+STABILITY: SURFACE MOTION
 MM0020
 MM0020  HISTORY     - Date     Condition        Report By
 MM0020  HISTORY     - 1934     MONUMENTED       CGS
 MM0020  HISTORY     - 1939     GOOD             CGS
 MM0020  HISTORY     - 1977     GOOD             BNRR
 MM0020  HISTORY     - 19850722 MARK NOT FOUND   USPSQD
 MM0020  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 MM0020
 MM0020                          STATION DESCRIPTION
 MM0020
 MM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0020'AT LINSCOTT.
 MM0020'AT LINSCOTT, BLAINE COUNTY, 220 FEET EAST OF THE CHICAGO,
 MM0020'BURLINGTON AND QUINCY RAILROAD STATION SIGN 2 POLES SOUTHEAST
 MM0020'OF THE STATION, 0.2 MILE NORTH OF MILEPOST 207, 174 FEET
 MM0020'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 2, AND 36.8 FEET
 MM0020'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 MM0020'DISK, STAMPED J 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0020
 MM0020                          STATION RECOVERY (1977)
 MM0020
 MM0020'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0020'RECOVERED IN GOOD CONDITION.
 MM0020
 MM0020                          STATION RECOVERY (1985)
 MM0020
 MM0020'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0020'MARK NOT FOUND.
 MM0020
 MM0020                          STATION RECOVERY (2021)
 MM0020
 MM0020'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 MM0020'SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0387 ***********************************************************************
 NP0387  DESIGNATION -  J 57 RESET
 NP0387  PID         -  NP0387
 NP0387  STATE/COUNTY-  NE/BOX BUTTE
 NP0387  COUNTRY     -  US
 NP0387  USGS QUAD   -  MARSLAND SE (2017)
 NP0387
 NP0387                         *CURRENT SURVEY CONTROL
 NP0387  ______________________________________________________________________
 NP0387* NAD 83(1986) POSITION- 42 19 22.     (N) 103 18 25.     (W)   SCALED
 NP0387* NAVD 88 ORTHO HEIGHT -  1369.718 (meters)     4493.82  (feet) POSTED
 NP0387  ______________________________________________________________________
 NP0387  GEOID HEIGHT    -        -18.168 (meters)                     GEOID18
 NP0387  DYNAMIC HEIGHT  -       1368.88  (meters)     4491.1   (feet) COMP
 NP0387  MODELED GRAVITY -    979,958.8   (mgal)                       NAVD 88
 NP0387
 NP0387  VERT ORDER      -  * POSTED, SEE BELOW
 NP0387
 NP0387.The horizontal coordinates were scaled from a map and have
 NP0387.an estimated accuracy of +/- 6 seconds.
 NP0387
 NP0387.The orthometric height was determined by differential leveling
 NP0387.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0387
 NP0387.* This is a POSTED BENCH MARK height.
 NP0387
 NP0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0387.GEOID18 height accuracy estimate available here.
 NP0387
 NP0387.Click photographs - Photos may exist for this station.
 NP0387
 NP0387.The dynamic height is computed by dividing the NAVD 88
 NP0387.geopotential number by the normal gravity value computed on the
 NP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0387.degrees latitude (g = 980.6199 gals.).
 NP0387
 NP0387.The modeled gravity was interpolated from observed gravity values.
 NP0387
 NP0387;                    North         East    Units  Estimated Accuracy
 NP0387;SPC NE       -   281,610.      227,540.      MT  (+/- 180 meters Scaled)
 NP0387
 NP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG395870(NAD 83)
 NP0387
 NP0387                          SUPERSEDED SURVEY CONTROL
 NP0387
 NP0387  NGVD 29 (??/??/92) 1369.028  (m)         4491.55   (f) ADJ UNCH    2 0
 NP0387
 NP0387.Superseded values are not recommended for survey control.
 NP0387
 NP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0387.See file dsdata.pdf to determine how the superseded data were derived.
 NP0387
 NP0387_MARKER: DB = BENCH MARK DISK
 NP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0387_STAMPING: J 57 RESET 1948
 NP0387_MARK LOGO: CGS
 NP0387_PROJECTION: FLUSH
 NP0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0387+STABILITY: SURFACE MOTION
 NP0387
 NP0387  HISTORY     - Date     Condition        Report By
 NP0387  HISTORY     - 1948     MONUMENTED       CGS
 NP0387  HISTORY     - 1956     GOOD             CGS
 NP0387
 NP0387                          STATION DESCRIPTION
 NP0387
 NP0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0387'12 MI W FROM HEMINGFORD.
 NP0387'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0387'OFFICE AT HEMINGFORD, AT A JUNCTION OF STATE HIGHWAYS 2 AND 87,
 NP0387'90.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATHOLIC
 NP0387'CHURCH, 87 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 87,
 NP0387'88 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 NP0387'53.6 FEET SOUTHEAST OF A FENCE CORNER, 15.4 FEET SOUTH OF A
 NP0387'FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0387'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE NORTHWEST
 NP0387'1/4 OF SECTION 17, TOWNSHIP 27 NORTH, RANGE 51 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0413 ***********************************************************************
 NP0413  DESIGNATION -  J 58
 NP0413  PID         -  NP0413
 NP0413  STATE/COUNTY-  NE/SIOUX
 NP0413  COUNTRY     -  US
 NP0413  USGS QUAD   -  MOUNT EDNA (2017)
 NP0413
 NP0413                         *CURRENT SURVEY CONTROL
 NP0413  ______________________________________________________________________
 NP0413* NAD 83(1986) POSITION- 42 20 59.     (N) 103 46 38.     (W)   SCALED
 NP0413* NAVD 88 ORTHO HEIGHT -  1394.021 (meters)     4573.55  (feet) POSTED
 NP0413  ______________________________________________________________________
 NP0413  GEOID HEIGHT    -        -17.477 (meters)                     GEOID18
 NP0413  DYNAMIC HEIGHT  -       1393.13  (meters)     4570.6   (feet) COMP
 NP0413  MODELED GRAVITY -    979,936.1   (mgal)                       NAVD 88
 NP0413
 NP0413  VERT ORDER      -  * POSTED, SEE BELOW
 NP0413
 NP0413.The horizontal coordinates were scaled from a map and have
 NP0413.an estimated accuracy of +/- 6 seconds.
 NP0413
 NP0413.The orthometric height was determined by differential leveling
 NP0413.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0413
 NP0413.* This is a POSTED BENCH MARK height.
 NP0413
 NP0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0413.GEOID18 height accuracy estimate available here.
 NP0413
 NP0413.Click photographs - Photos may exist for this station.
 NP0413
 NP0413.The dynamic height is computed by dividing the NAVD 88
 NP0413.geopotential number by the normal gravity value computed on the
 NP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0413.degrees latitude (g = 980.6199 gals.).
 NP0413
 NP0413.The modeled gravity was interpolated from observed gravity values.
 NP0413
 NP0413;                    North         East    Units  Estimated Accuracy
 NP0413;SPC NE       -   286,190.      188,950.      MT  (+/- 180 meters Scaled)
 NP0413
 NP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG007893(NAD 83)
 NP0413
 NP0413                          SUPERSEDED SURVEY CONTROL
 NP0413
 NP0413  NGVD 29 (??/??/92) 1393.259  (m)         4571.05   (f) ADJ UNCH    2 0
 NP0413
 NP0413.Superseded values are not recommended for survey control.
 NP0413
 NP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0413.See file dsdata.pdf to determine how the superseded data were derived.
 NP0413
 NP0413_MARKER: DB = BENCH MARK DISK
 NP0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0413_STAMPING: J 58 1934
 NP0413_MARK LOGO: CGS
 NP0413_PROJECTION: PROJECTING 37 CENTIMETERS
 NP0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0413+STABILITY: SURFACE MOTION
 NP0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0413+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 NP0413
 NP0413  HISTORY     - Date     Condition        Report By
 NP0413  HISTORY     - 1934     MONUMENTED       CGS
 NP0413  HISTORY     - 1974     GOOD             USGS
 NP0413  HISTORY     - 19950502 GOOD             NGS
 NP0413  HISTORY     - 20220913 GOOD             NEGS
 NP0413
 NP0413                          STATION DESCRIPTION
 NP0413
 NP0413'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0413'29.2 MI N FROM MITCHELL.
 NP0413'29.2 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL TO AN
 NP0413'EAST-WEST FENCE LINE AND THE BENCHMARK.  THE BENCHMARK IS 92 FEET
 NP0413'WEST OF THE CENTERLINE OF THE HWY., 2 FEET SOUTH OF THE EAST-WEST
 NP0413'FENCE AND ABOUT 30 FEET WEST OF THE OLD ROAD.  A STANDARD DISK,
 NP0413'STAMPED J 58 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0413'ABOUT 15 INCHES.  NOTE-- MARK APPEARS TO HAVE BEEN ROTATED ABOUT
 NP0413'45 DEGREES, HOWEVER AT THIS TIME THE POST IS STILL SOLID.  IT
 NP0413'IS POSSIBLE THAT THIS BM HAS BEEN DISTURBED.
 NP0413
 NP0413                          STATION RECOVERY (1995)
 NP0413
 NP0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NP0413'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-28.1 MILES NORTH ALONG
 NP0413'STATE HIGHWAY 29 FROM THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF
 NP0413'COUNTY, 23.5 WEST OF THE WEST END OF A CATTLE GATE, 32.0 FEET (9.8 M)
 NP0413'WEST OF THE CENTERLINE OF THE HIGHWAY AND AT THE INTERSECTION OF A E/W
 NP0413'FENCE W/ THE ROW.  PROJECTS 15 INCHES NEEDS FILL.  BM IS ON SOUTH
 NP0413'SLOPE OF HILL APPROXIMATELY 300 FEET (91.4 M) FROM CREST OF HILL.
 NP0413
 NP0413                          STATION RECOVERY (2022)
 NP0413
 NP0413'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (TH)
 NP0413'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND AND NE. HIGHWAY 29
 NP0413'IN MITCHELL, NE., GO NORTH ON NE. HIGHWAY 29 FOR APPROXIMATELY 28.47
 NP0413'MI (45.81 KM) TO MILE POST 41.22 AND THE MARK ON THE LEFT (WEST).  THE
 NP0413'MARK IS 2.9 FT (0.9 M) NORTH OF THE BOTTOM OF A FIBERGLASS WITNESS
 NP0413'POST, 27.8 FT (8.5 M) NORTHEAST OF A NAIL IN THE TOP OF A FENCE POST,
 NP0413'24.7 FT (7.5 M) SOUTHEAST OF A NAIL IN THE TOP OF A FENCE POST AND
 NP0413'92.8 FT (28.3 M) WEST OF THE CENTERLINE OF NE. HIGHWAY.  29.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0785 ***********************************************************************
 LH0785  DESIGNATION -  J 6
 LH0785  PID         -  LH0785
 LH0785  STATE/COUNTY-  NE/DAWSON
 LH0785  COUNTRY     -  US
 LH0785  USGS QUAD   -  COZAD (2017)
 LH0785
 LH0785                         *CURRENT SURVEY CONTROL
 LH0785  ______________________________________________________________________
 LH0785* NAD 83(1986) POSITION- 40 51 23.     (N) 099 59 05.     (W)   SCALED
 LH0785* NAVD 88 ORTHO HEIGHT -   758.284 (meters)     2487.80  (feet) ADJUSTED
 LH0785  ______________________________________________________________________
 LH0785  GEOID HEIGHT    -        -23.422 (meters)                     GEOID18
 LH0785  DYNAMIC HEIGHT  -        757.840 (meters)     2486.35  (feet) COMP
 LH0785  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 LH0785
 LH0785  VERT ORDER      -  FIRST     CLASS II
 LH0785
 LH0785.The horizontal coordinates were scaled from a map and have
 LH0785.an estimated accuracy of +/- 6 seconds.
 LH0785
 LH0785.The orthometric height was determined by differential leveling and
 LH0785.adjusted by the NATIONAL GEODETIC SURVEY
 LH0785.in June 1991.
 LH0785
 LH0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0785.GEOID18 height accuracy estimate available here.
 LH0785
 LH0785.Click photographs - Photos may exist for this station.
 LH0785
 LH0785.The dynamic height is computed by dividing the NAVD 88
 LH0785.geopotential number by the normal gravity value computed on the
 LH0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0785.degrees latitude (g = 980.6199 gals.).
 LH0785
 LH0785.The modeled gravity was interpolated from observed gravity values.
 LH0785
 LH0785;                    North         East    Units  Estimated Accuracy
 LH0785;SPC NE       -   113,590.      501,290.      MT  (+/- 180 meters Scaled)
 LH0785
 LH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML170232(NAD 83)
 LH0785
 LH0785                          SUPERSEDED SURVEY CONTROL
 LH0785
 LH0785  NGVD 29 (02/14/92)  757.985  (m)         2486.82   (f) ADJUSTED    1 2
 LH0785  NGVD 29 (??/??/87)  758.011  (m)         2486.91   (f) SUPERSEDED  1 2
 LH0785
 LH0785.Superseded values are not recommended for survey control.
 LH0785
 LH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0785.See file dsdata.pdf to determine how the superseded data were derived.
 LH0785
 LH0785_MARKER: DB = BENCH MARK DISK
 LH0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0785_STAMPING: J 6 1933 2487.019
 LH0785_MARK LOGO: CGS
 LH0785_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0785+STABILITY: SURFACE MOTION
 LH0785
 LH0785  HISTORY     - Date     Condition        Report By
 LH0785  HISTORY     - 1933     MONUMENTED       CGS
 LH0785  HISTORY     - 1986     GOOD             NGS
 LH0785
 LH0785                          STATION DESCRIPTION
 LH0785
 LH0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0785'AT COZAD.
 LH0785'AT COZAD, DAWSON COUNTY, 136.7 FEET EAST OF THE EAST END OF THE
 LH0785'UNION PACIFIC RAILROAD STATION, AT MILEAGE 238.22, 20.1 FEET
 LH0785'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AT A SMALL
 LH0785'PARK, 5.2 FEET NORTH OF THE STATION PLATFORM, AND 5 FEET EAST
 LH0785'OF THE WEST CURB OF THE PARK.  A STANDARD DISK, STAMPED 2487.019
 LH0785'J 6 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LH0785'4 INCHES ABOVE GROUND.
 LH0785
 LH0785                          STATION RECOVERY (1986)
 LH0785
 LH0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0785'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN COZAD, 41.6
 LH0785'METERS (136.5 FT) SOUTHEAST OF THE SOUTH CORNER OF THE UNION PACIFIC
 LH0785'RAILROAD STATION, 15.7 METERS (51.5 FT) NORTHWEST OF THE NORTHWEST
 LH0785'FACE OF THE NORTHWEST ONE OF TWO CONCRETE PIERS OF THE 3RD SET OF
 LH0785'PIERS FROM THE SOUTHWEST END OF THE STATE HIGHWAY 21 OVERPASS BRIDGE
 LH0785'AND 6.1 METERS (20 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0785'NORTHEAST SET OF TRACKS.
 LH0785'THE MARK IS 0.7 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0179 ***********************************************************************
 NP0179  DESIGNATION -  J 61
 NP0179  PID         -  NP0179
 NP0179  STATE/COUNTY-  NE/SHERIDAN
 NP0179  COUNTRY     -  US
 NP0179  USGS QUAD   -  ANTIOCH (2017)
 NP0179
 NP0179                         *CURRENT SURVEY CONTROL
 NP0179  ______________________________________________________________________
 NP0179* NAD 83(1995) POSITION- 42 04 10.36392(N) 102 35 05.40440(W)   ADJUSTED
 NP0179* NAVD 88 ORTHO HEIGHT -  1183.845 (meters)     3884.00  (feet) ADJUSTED
 NP0179  ______________________________________________________________________
 NP0179  GEOID HEIGHT    -        -18.824 (meters)                     GEOID18
 NP0179  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 NP0179  DYNAMIC HEIGHT  -       1183.160 (meters)     3881.75  (feet) COMP
 NP0179  MODELED GRAVITY -    980,002.7   (mgal)                       NAVD 88
 NP0179
 NP0179  HORZ ORDER      -  SECOND
 NP0179  VERT ORDER      -  SECOND    CLASS 0
 NP0179
 NP0179.The horizontal coordinates were established by classical geodetic methods
 NP0179.and adjusted by the National Geodetic Survey in August 1997.
 NP0179
 NP0179.The orthometric height was determined by differential leveling and
 NP0179.adjusted by the NATIONAL GEODETIC SURVEY
 NP0179.in June 1991.
 NP0179
 NP0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0179.GEOID18 height accuracy estimate available here.
 NP0179
 NP0179.Click photographs - Photos may exist for this station.
 NP0179
 NP0179.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0179
 NP0179.The dynamic height is computed by dividing the NAVD 88
 NP0179.geopotential number by the normal gravity value computed on the
 NP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0179.degrees latitude (g = 980.6199 gals.).
 NP0179
 NP0179.The modeled gravity was interpolated from observed gravity values.
 NP0179
 NP0179. The following values were computed from the NAD 83(1995) position.
 NP0179
 NP0179;                    North         East     Units Scale Factor Converg.
 NP0179;SPC NE       -   251,477.002   286,172.382   MT  0.99970693   -1 42 46.7
 NP0179;SPC NE       -   825,054.13    938,883.89   sFT  0.99970693   -1 42 46.7
 NP0179;UTM  13      - 4,660,320.343   699,806.466   MT  1.00009126   +1 37 07.6
 NP0179
 NP0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0179!SPC NE       -   0.99981731  x   0.99970693  =   0.99952429
 NP0179!UTM  13      -   0.99981731  x   1.00009126  =   0.99990855
 NP0179
 NP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9980660320(NAD 83)
 NP0179
 NP0179                          SUPERSEDED SURVEY CONTROL
 NP0179
 NP0179  NAD 83(1993)-  42 04 10.36287(N)    102 35 05.40483(W) AD(       ) 2
 NP0179  NAD 83(1986)-  42 04 10.36099(N)    102 35 05.40392(W) AD(       ) 2
 NP0179  NAD 27      -  42 04 10.45600(N)    102 35 03.69500(W) AD(       ) 2
 NP0179  NGVD 29 (??/??/92) 1183.281  (m)         3882.15   (f) ADJ UNCH    2 0
 NP0179  NGVD 29            1183.28   (m)         3882.1    (f) LEVELING    3  
 NP0179
 NP0179.Superseded values are not recommended for survey control.
 NP0179
 NP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0179.See file dsdata.pdf to determine how the superseded data were derived.
 NP0179
 NP0179_MARKER: DB = BENCH MARK DISK
 NP0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0179_STAMPING: J 61 1934
 NP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0179+STABILITY: SURFACE MOTION
 NP0179
 NP0179  HISTORY     - Date     Condition        Report By
 NP0179  HISTORY     - 1934     MONUMENTED       CGS
 NP0179  HISTORY     - 1946     GOOD             CGS
 NP0179  HISTORY     - 1977     MARK NOT FOUND   BNRR
 NP0179  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0179
 NP0179                          STATION DESCRIPTION
 NP0179
 NP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0179'USC AND GS BM J 61 1934 IS A 4 X 4 INCH CONCRETE POST PROJECTING
 NP0179'6 INCHES AND IS STAMPED J 61 1934.  IT IS 17 FEET NORTH OF THE
 NP0179'NORTH RAIL OF THE MAIN LINE OF THE RAILROAD AND 66 FEET SOUTH
 NP0179'OF THE RAILROADS WATER TANK.
 NP0179'
 NP0179'TO REACH THE STATION FROM ALLIANCE, GO EAST ON STATE HIGHWAY NO.
 NP0179'2 FOR 16.0 MILES TO THE VILLAGE OF ANTIOCH AND A DIRT T ROAD
 NP0179'NORTH.  TURN NORTH ON T ROAD CROSSING RAILROAD, JUST EAST OF
 NP0179'A LARGE RED WATER TANK.  CONTINUE NORTH FOR 228 FEET TO THE
 NP0179'STATION AS DESCRIBED.
 NP0179
 NP0179                          STATION RECOVERY (1946)
 NP0179
 NP0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NP0179'AT ANTIOCH.
 NP0179'AT ANTIOCH, SHERIDAN COUNTY, 555 FEET EAST OF THE CHICAGO,
 NP0179'BURLINGTON AND QUINCY RAILROAD STATION, 0.3 MILE WEST OF MILEPOST
 NP0179'350, 130 FEET WEST OF THE CENTER OF A ROAD CROSSING, 130 FEET
 NP0179'EAST OF THE EAST END OF A PUMP HOUSE, 52.8 FEET SOUTHEAST OF THE
 NP0179'EAST ONE OF THE SOUTH PAIR OF WATER TANK LEGS, 35.5 FEET NORTHEAST
 NP0179'OF THE CENTER OF A WATER SPOUT, 19.5 FEET SOUTHEAST OF A LARGE
 NP0179'POPLAR TREE, 17.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NP0179'AND 2.0 FEET EAST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0
 NP0179'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED J 61 1934 AND SET
 NP0179'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 NP0179'GROUND.
 NP0179
 NP0179                          STATION RECOVERY (1977)
 NP0179
 NP0179'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0179'MARK NOT FOUND.
 NP0179
 NP0179                          STATION RECOVERY (2007)
 NP0179
 NP0179'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0289 ***********************************************************************
 NO0289  DESIGNATION -  J 62
 NO0289  PID         -  NO0289
 NO0289  STATE/COUNTY-  NE/GRANT
 NO0289  COUNTRY     -  US
 NO0289  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0289
 NO0289                         *CURRENT SURVEY CONTROL
 NO0289  ______________________________________________________________________
 NO0289* NAD 83(1986) POSITION- 42 00 23.52   (N) 101 49 04.49   (W)   HD_HELD1
 NO0289* NAVD 88 ORTHO HEIGHT -  1142.204 (meters)     3747.38  (feet) ADJUSTED
 NO0289  ______________________________________________________________________
 NO0289  GEOID HEIGHT    -        -19.296 (meters)                     GEOID18
 NO0289  DYNAMIC HEIGHT  -       1141.562 (meters)     3745.27  (feet) COMP
 NO0289  MODELED GRAVITY -    980,020.8   (mgal)                       NAVD 88
 NO0289
 NO0289  VERT ORDER      -  SECOND    CLASS 0
 NO0289
 NO0289.The horizontal coordinates were determined by differentially corrected
 NO0289.hand held GPS observations or other comparable positioning techniques
 NO0289.and have an estimated accuracy of +/- 3 meters.
 NO0289
 NO0289.The orthometric height was determined by differential leveling and
 NO0289.adjusted by the NATIONAL GEODETIC SURVEY
 NO0289.in June 1991.
 NO0289
 NO0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0289.GEOID18 height accuracy estimate available here.
 NO0289
 NO0289.Click photographs - Photos may exist for this station.
 NO0289
 NO0289.The dynamic height is computed by dividing the NAVD 88
 NO0289.geopotential number by the normal gravity value computed on the
 NO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0289.degrees latitude (g = 980.6199 gals.).
 NO0289
 NO0289.The modeled gravity was interpolated from observed gravity values.
 NO0289
 NO0289;                    North         East    Units  Estimated Accuracy
 NO0289;SPC NE       -   242,866.2     349,456.6     MT  (+/- 3 meters HH1 GPS) 
 NO0289
 NO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6664054343(NAD 83)
 NO0289
 NO0289                          SUPERSEDED SURVEY CONTROL
 NO0289
 NO0289  NGVD 29 (??/??/92) 1141.721  (m)         3745.80   (f) ADJ UNCH    2 0
 NO0289
 NO0289.Superseded values are not recommended for survey control.
 NO0289
 NO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0289.See file dsdata.pdf to determine how the superseded data were derived.
 NO0289
 NO0289_MARKER: DB = BENCH MARK DISK
 NO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0289_STAMPING: J 62 1934
 NO0289_MARK LOGO: CGS
 NO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0289+STABILITY: SURFACE MOTION
 NO0289
 NO0289  HISTORY     - Date     Condition        Report By
 NO0289  HISTORY     - 1934     MONUMENTED       CGS
 NO0289
 NO0289                          STATION DESCRIPTION
 NO0289
 NO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0289'2.8 MI W FROM HYANNIS.
 NO0289'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0289'FROM THE STATION AT HYANNIS, GRANT COUNTY, 0.4 MILE EAST OF
 NO0289'MILEPOST 310, AT THE TOP OF A RISE AT THE EAST END OF A LONG
 NO0289'FILL, 44.0 FEET SOUTHEAST OF THE CENTER OF A HANDCAR SET-OFF,
 NO0289'35.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1.5 FEET HIGHER
 NO0289'THAN THE TRACK.  A STANDARD DISK, STAMPED J 62 1934 AND SET IN
 NO0289'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0113 ***********************************************************************
 NO0113  DESIGNATION -  J 63
 NO0113  PID         -  NO0113
 NO0113  STATE/COUNTY-  NE/THOMAS
 NO0113  COUNTRY     -  US
 NO0113  USGS QUAD   -  DUCK LAKE SW (2017)
 NO0113
 NO0113                         *CURRENT SURVEY CONTROL
 NO0113  ______________________________________________________________________
 NO0113* NAD 83(1986) POSITION- 42 00 57.87   (N) 100 43 46.12   (W)   HD_HELD1
 NO0113* NAVD 88 ORTHO HEIGHT -   890.947 (meters)     2923.05  (feet) ADJUSTED
 NO0113  ______________________________________________________________________
 NO0113  GEOID HEIGHT    -        -21.442 (meters)                     GEOID18
 NO0113  DYNAMIC HEIGHT  -        890.481 (meters)     2921.52  (feet) COMP
 NO0113  MODELED GRAVITY -    980,069.5   (mgal)                       NAVD 88
 NO0113
 NO0113  VERT ORDER      -  SECOND    CLASS 0
 NO0113
 NO0113.The horizontal coordinates were determined by differentially corrected
 NO0113.hand held GPS observations or other comparable positioning techniques
 NO0113.and have an estimated accuracy of +/- 3 meters.
 NO0113
 NO0113.The orthometric height was determined by differential leveling and
 NO0113.adjusted by the NATIONAL GEODETIC SURVEY
 NO0113.in June 1991.
 NO0113
 NO0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0113.GEOID18 height accuracy estimate available here.
 NO0113
 NO0113.Click photographs - Photos may exist for this station.
 NO0113
 NO0113.The dynamic height is computed by dividing the NAVD 88
 NO0113.geopotential number by the normal gravity value computed on the
 NO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0113.degrees latitude (g = 980.6199 gals.).
 NO0113
 NO0113.The modeled gravity was interpolated from observed gravity values.
 NO0113
 NO0113;                    North         East    Units  Estimated Accuracy
 NO0113;SPC NE       -   242,597.8     439,596.4     MT  (+/- 3 meters HH1 GPS) 
 NO0113
 NO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM5680253007(NAD 83)
 NO0113
 NO0113                          SUPERSEDED SURVEY CONTROL
 NO0113
 NO0113  NGVD 29 (??/??/92)  890.616  (m)         2921.96   (f) ADJ UNCH    2 0
 NO0113
 NO0113.Superseded values are not recommended for survey control.
 NO0113
 NO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0113.See file dsdata.pdf to determine how the superseded data were derived.
 NO0113
 NO0113_MARKER: DB = BENCH MARK DISK
 NO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0113_STAMPING: J 63 1934
 NO0113_MARK LOGO: CGS
 NO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0113+STABILITY: SURFACE MOTION
 NO0113
 NO0113  HISTORY     - Date     Condition        Report By
 NO0113  HISTORY     - 1934     MONUMENTED       CGS
 NO0113  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0113
 NO0113                          STATION DESCRIPTION
 NO0113
 NO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0113'5.6 MI E FROM SENECA.
 NO0113'5.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0113'FROM THE STATION AT SENECA, THOMAS COUNTY, 7 1/2 RAILS EAST OF
 NO0113'MILEPOST 252, AT A NORTH CURVE OF STATE HIGHWAY 2 OVER MIDDLE
 NO0113'LOUP RIVER, 56 FEET NORTH OF THE NORTH RAIL, 4.0 FEET SOUTHWEST
 NO0113'OF THE WEST END OF A RIGHT-OF-WAY FENCE GATE, AND 2.0 FEET SOUTH
 NO0113'OF THE FENCE.  A STANDARD DISK, STAMPED J 63 1934 AND SET IN
 NO0113'THE TOP OF A CONCRETE POST.
 NO0113
 NO0113                          STATION RECOVERY (1984)
 NO0113
 NO0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0017 ***********************************************************************
 MM0017  DESIGNATION -  J 64
 MM0017  PID         -  MM0017
 MM0017  STATE/COUNTY-  NE/BLAINE
 MM0017  COUNTRY     -  US
 MM0017  USGS QUAD   -  DUNNING (2017)
 MM0017
 MM0017                         *CURRENT SURVEY CONTROL
 MM0017  ______________________________________________________________________
 MM0017* NAD 83(1986) POSITION- 41 48 30.73   (N) 100 04 29.15   (W)   HD_HELD1
 MM0017* NAVD 88 ORTHO HEIGHT -   815.311 (meters)     2674.90  (feet) ADJUSTED
 MM0017  ______________________________________________________________________
 MM0017  GEOID HEIGHT    -        -22.303 (meters)                     GEOID18
 MM0017  DYNAMIC HEIGHT  -        814.888 (meters)     2673.51  (feet) COMP
 MM0017  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 MM0017
 MM0017  VERT ORDER      -  SECOND    CLASS 0
 MM0017
 MM0017.The horizontal coordinates were determined by differentially corrected
 MM0017.hand held GPS observations or other comparable positioning techniques
 MM0017.and have an estimated accuracy of +/- 3 meters.
 MM0017
 MM0017.The orthometric height was determined by differential leveling and
 MM0017.adjusted by the NATIONAL GEODETIC SURVEY
 MM0017.in June 1991.
 MM0017
 MM0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0017.GEOID18 height accuracy estimate available here.
 MM0017
 MM0017.Click photographs - Photos may exist for this station.
 MM0017
 MM0017.The dynamic height is computed by dividing the NAVD 88
 MM0017.geopotential number by the normal gravity value computed on the
 MM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0017.degrees latitude (g = 980.6199 gals.).
 MM0017
 MM0017.The modeled gravity was interpolated from observed gravity values.
 MM0017
 MM0017;                    North         East    Units  Estimated Accuracy
 MM0017;SPC NE       -   219,301.2     493,789.3     MT  (+/- 3 meters HH1 GPS) 
 MM0017
 MM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1072329076(NAD 83)
 MM0017
 MM0017                          SUPERSEDED SURVEY CONTROL
 MM0017
 MM0017  NGVD 29 (??/??/92)  815.014  (m)         2673.93   (f) ADJ UNCH    2 0
 MM0017
 MM0017.Superseded values are not recommended for survey control.
 MM0017
 MM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0017.See file dsdata.pdf to determine how the superseded data were derived.
 MM0017
 MM0017_MARKER: DB = BENCH MARK DISK
 MM0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0017_STAMPING: J 64 1934
 MM0017_MARK LOGO: CGS
 MM0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0017+STABILITY: SURFACE MOTION
 MM0017
 MM0017  HISTORY     - Date     Condition        Report By
 MM0017  HISTORY     - 1934     MONUMENTED       CGS
 MM0017  HISTORY     - 1939     GOOD             CGS
 MM0017  HISTORY     - 1977     GOOD             BNRR
 MM0017  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0017
 MM0017                          STATION DESCRIPTION
 MM0017
 MM0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0017'2.2 MI SE FROM DUNNING.
 MM0017'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0017'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, 0.2 MILE
 MM0017'WEST OF MILEPOST 213, 97.2 FEET NORTH OF THE NORTH RAIL, 68.8
 MM0017'FEET NORTH OF A ROW OF POLES, 21.0 FEET EAST OF THE CENTER OF
 MM0017'A GATE, AND 2.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0017'DISK, STAMPED J 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0017
 MM0017                          STATION RECOVERY (1977)
 MM0017
 MM0017'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0017'DESCRIPTION STATES 21.0 FT. EAST OF GATE BUT THE BM IS 21.0 FT. WEST
 MM0017'OF A GATE.
 MM0017
 MM0017                          STATION RECOVERY (1985)
 MM0017
 MM0017'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0462 ***********************************************************************
 NN0462  DESIGNATION -  J 67
 NN0462  PID         -  NN0462
 NN0462  STATE/COUNTY-  NE/BROWN
 NN0462  COUNTRY     -  US
 NN0462  USGS QUAD   -  GOLDMAN LAKE NE (2017)
 NN0462
 NN0462                         *CURRENT SURVEY CONTROL
 NN0462  ______________________________________________________________________
 NN0462* NAD 83(1986) POSITION- 42 08 04.     (N) 099 51 47.     (W)   SCALED
 NN0462* NAVD 88 ORTHO HEIGHT -   789.976 (meters)     2591.78  (feet) ADJUSTED
 NN0462  ______________________________________________________________________
 NN0462  GEOID HEIGHT    -        -22.456 (meters)                     GEOID18
 NN0462  DYNAMIC HEIGHT  -        789.604 (meters)     2590.56  (feet) COMP
 NN0462  MODELED GRAVITY -    980,124.8   (mgal)                       NAVD 88
 NN0462
 NN0462  VERT ORDER      -  SECOND    CLASS 0
 NN0462
 NN0462.The horizontal coordinates were scaled from a map and have
 NN0462.an estimated accuracy of +/- 6 seconds.
 NN0462
 NN0462.The orthometric height was determined by differential leveling and
 NN0462.adjusted by the NATIONAL GEODETIC SURVEY
 NN0462.in June 1991.
 NN0462
 NN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0462.GEOID18 height accuracy estimate available here.
 NN0462
 NN0462.Click photographs - Photos may exist for this station.
 NN0462
 NN0462.The dynamic height is computed by dividing the NAVD 88
 NN0462.geopotential number by the normal gravity value computed on the
 NN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0462.degrees latitude (g = 980.6199 gals.).
 NN0462
 NN0462.The modeled gravity was interpolated from observed gravity values.
 NN0462
 NN0462;                    North         East    Units  Estimated Accuracy
 NN0462;SPC NE       -   255,500.      511,320.      MT  (+/- 180 meters Scaled)
 NN0462
 NN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM286650(NAD 83)
 NN0462
 NN0462                          SUPERSEDED SURVEY CONTROL
 NN0462
 NN0462  NGVD 29 (??/??/92)  789.678  (m)         2590.80   (f) ADJ UNCH    2 0
 NN0462
 NN0462.Superseded values are not recommended for survey control.
 NN0462
 NN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0462.See file dsdata.pdf to determine how the superseded data were derived.
 NN0462
 NN0462_MARKER: DB = BENCH MARK DISK
 NN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0462_STAMPING: J 67 1935
 NN0462_MARK LOGO: CGS
 NN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0462+STABILITY: SURFACE MOTION
 NN0462
 NN0462  HISTORY     - Date     Condition        Report By
 NN0462  HISTORY     - 1935     MONUMENTED       CGS
 NN0462  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0462
 NN0462                          STATION DESCRIPTION
 NN0462
 NN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0462'15 MI N FROM BREWSTER.
 NN0462'IN BROWN COUNTY, ABOUT 15.0 MILES NORTH ALONG STATE HIGHWAY 7
 NN0462'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT THE
 NN0462'SOUTHEAST CORNER OF A FLAT BETWEEN SAND HILLS, ABOUT 57 FEET WEST
 NN0462'OF THE CENTER LINE OF A PLOWED FIRE LANE, AND 33 FEET EAST OF
 NN0462'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 67
 NN0462'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0462
 NN0462                          STATION RECOVERY (1975)
 NN0462
 NN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0102 ***********************************************************************
 MM0102  DESIGNATION -  J 7
 MM0102  PID         -  MM0102
 MM0102  STATE/COUNTY-  NE/LINCOLN
 MM0102  COUNTRY     -  US
 MM0102  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0102
 MM0102                         *CURRENT SURVEY CONTROL
 MM0102  ______________________________________________________________________
 MM0102* NAD 83(1986) POSITION- 41 08 21.     (N) 100 45 31.     (W)   SCALED
 MM0102* NAVD 88 ORTHO HEIGHT -   854.667 (meters)     2804.02  (feet) ADJUSTED
 MM0102  ______________________________________________________________________
 MM0102  GEOID HEIGHT    -        -22.177 (meters)                     GEOID18
 MM0102  DYNAMIC HEIGHT  -        854.171 (meters)     2802.39  (feet) COMP
 MM0102  MODELED GRAVITY -    980,014.8   (mgal)                       NAVD 88
 MM0102
 MM0102  VERT ORDER      -  FIRST     CLASS II
 MM0102
 MM0102.The horizontal coordinates were scaled from a map and have
 MM0102.an estimated accuracy of +/- 6 seconds.
 MM0102
 MM0102.The orthometric height was determined by differential leveling and
 MM0102.adjusted by the NATIONAL GEODETIC SURVEY
 MM0102.in June 1994.
 MM0102
 MM0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0102.GEOID18 height accuracy estimate available here.
 MM0102
 MM0102.Click photographs - Photos may exist for this station.
 MM0102
 MM0102.The dynamic height is computed by dividing the NAVD 88
 MM0102.geopotential number by the normal gravity value computed on the
 MM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0102.degrees latitude (g = 980.6199 gals.).
 MM0102
 MM0102.The modeled gravity was interpolated from observed gravity values.
 MM0102
 MM0102;                    North         East    Units  Estimated Accuracy
 MM0102;SPC NE       -   145,260.      436,330.      MT  (+/- 180 meters Scaled)
 MM0102
 MM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL524556(NAD 83)
 MM0102
 MM0102                          SUPERSEDED SURVEY CONTROL
 MM0102
 MM0102  NAVD 88 (06/15/91)  854.659  (m)         2803.99   (f) SUPERSEDED  1 2
 MM0102  NGVD 29 (??/??/92)  854.319  (m)         2802.88   (f) ADJ UNCH    1 2
 MM0102
 MM0102.Superseded values are not recommended for survey control.
 MM0102
 MM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0102.See file dsdata.pdf to determine how the superseded data were derived.
 MM0102
 MM0102_MARKER: DB = BENCH MARK DISK
 MM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0102_STAMPING: 2802.878 J 7 1933
 MM0102_MARK LOGO: CGS
 MM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0102+STABILITY: SURFACE MOTION
 MM0102
 MM0102  HISTORY     - Date     Condition        Report By
 MM0102  HISTORY     - 1933     MONUMENTED       CGS
 MM0102  HISTORY     - 1934     GOOD             CGS
 MM0102  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0102  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0102  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0102
 MM0102                          STATION DESCRIPTION
 MM0102
 MM0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0102'AT NORTH PLATTE.
 MM0102'AT NORTH PLATTE, LINCOLN COUNTY, ABOUT 193 FEET EAST OF THE
 MM0102'EAST END OF THE UNION PACIFIC RAILROAD STATION, IN THE NORTHEAST
 MM0102'CORNER OF THE STATION GROUNDS, 46.5 FEET SOUTH OF THE SOUTH
 MM0102'RAIL OF THE SOUTH MAIN TRACK, 92 FEET NORTH OF THE NORTH CURB
 MM0102'OF EAST FRONT STREET, 4 FEET WEST OF THE EAST IRON FENCE, AND
 MM0102'3.2 FEET SOUTH OF THE NORTH IRON FENCE.  A STANDARD DISK, STAMPED
 MM0102'2802.878 J 7 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0102'ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THERE IS NOW A PARKING LOT
 MM0102'AT THIS LOCATION.
 MM0102
 MM0102                          STATION RECOVERY (1970)
 MM0102
 MM0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0102'MARK NOT FOUND.
 MM0102
 MM0102                          STATION RECOVERY (1986)
 MM0102
 MM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0102'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MM0102'BEEN DESTROYED.
 MM0102
 MM0102                          STATION RECOVERY (1991)
 MM0102
 MM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0102'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0010 ***********************************************************************
 ML0010  DESIGNATION -  J 70 RESET
 ML0010  PID         -  ML0010
 ML0010  STATE/COUNTY-  NE/ANTELOPE
 ML0010  COUNTRY     -  US
 ML0010  USGS QUAD   -  PARK CHURCH (2017)
 ML0010
 ML0010                         *CURRENT SURVEY CONTROL
 ML0010  ______________________________________________________________________
 ML0010* NAD 83(1986) POSITION- 41 59 15.     (N) 098 16 45.     (W)   SCALED
 ML0010* NAVD 88 ORTHO HEIGHT -   629.08  (meters)     2063.9   (feet) RESET
 ML0010  ______________________________________________________________________
 ML0010  GEOID HEIGHT    -        -24.377 (meters)                     GEOID18
 ML0010  VERT ORDER      -  THIRD
 ML0010
 ML0010.The horizontal coordinates were scaled from a map and have
 ML0010.an estimated accuracy of +/- 6 seconds.
 ML0010
 ML0010.The orthometric height was computed from unverified reset data.
 ML0010
 ML0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0010.GEOID18 height accuracy estimate available here.
 ML0010
 ML0010.Click photographs - Photos may exist for this station.
 ML0010
 ML0010;                    North         East    Units  Estimated Accuracy
 ML0010;SPC NE       -   240,590.      642,550.      MT  (+/- 180 meters Scaled)
 ML0010
 ML0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM597486(NAD 83)
 ML0010
 ML0010                          SUPERSEDED SURVEY CONTROL
 ML0010
 ML0010  NGVD 29 (??/??/??)  628.85   (m)         2063.2    (f) RESET       3  
 ML0010
 ML0010.Superseded values are not recommended for survey control.
 ML0010
 ML0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0010.See file dsdata.pdf to determine how the superseded data were derived.
 ML0010
 ML0010_MARKER: DB = BENCH MARK DISK
 ML0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0010_STAMPING: J 70 1935 RESET 1961
 ML0010_MARK LOGO: CGS
 ML0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0010+STABILITY: SURFACE MOTION
 ML0010
 ML0010  HISTORY     - Date     Condition        Report By
 ML0010  HISTORY     - 1961     MONUMENTED       CGS
 ML0010
 ML0010                          STATION DESCRIPTION
 ML0010
 ML0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0010'AT PARK CENTER.
 ML0010'AT PARK CENTER, 163 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ML0010'THE SCHOOL BUILDING, 85 FEET NORTH OF THE CENTERLINE OF STATE
 ML0010'HIGHWAY NO. 70, 187 FEET WEST OF THE CENTER OF THE ENTRANCE
 ML0010'OF THE SCHOOL YARD, 10 FEET NORTH OF THE STATE RIGHT-OF-WAY
 ML0010'FENCE AND 3 FEET EAST OF ANOTHER NORTH AND SOUTH FENCE, AND
 ML0010'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0604 ***********************************************************************
 ML0604  DESIGNATION -  J 71
 ML0604  PID         -  ML0604
 ML0604  STATE/COUNTY-  NE/GARFIELD
 ML0604  COUNTRY     -  US
 ML0604  USGS QUAD   -  BURWELL SE (2017)
 ML0604
 ML0604                         *CURRENT SURVEY CONTROL
 ML0604  ______________________________________________________________________
 ML0604* NAD 83(1986) POSITION- 41 46 52.     (N) 099 03 40.     (W)   SCALED
 ML0604* NAVD 88 ORTHO HEIGHT -   725.442 (meters)     2380.05  (feet) ADJUSTED
 ML0604  ______________________________________________________________________
 ML0604  GEOID HEIGHT    -        -23.671 (meters)                     GEOID18
 ML0604  DYNAMIC HEIGHT  -        725.093 (meters)     2378.91  (feet) COMP
 ML0604  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 ML0604
 ML0604  VERT ORDER      -  SECOND    CLASS 0
 ML0604
 ML0604.The horizontal coordinates were scaled from a map and have
 ML0604.an estimated accuracy of +/- 6 seconds.
 ML0604
 ML0604.The orthometric height was determined by differential leveling and
 ML0604.adjusted by the NATIONAL GEODETIC SURVEY
 ML0604.in June 1991.
 ML0604
 ML0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0604.GEOID18 height accuracy estimate available here.
 ML0604
 ML0604.Click photographs - Photos may exist for this station.
 ML0604
 ML0604.The dynamic height is computed by dividing the NAVD 88
 ML0604.geopotential number by the normal gravity value computed on the
 ML0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0604.degrees latitude (g = 980.6199 gals.).
 ML0604
 ML0604.The modeled gravity was interpolated from observed gravity values.
 ML0604
 ML0604;                    North         East    Units  Estimated Accuracy
 ML0604;SPC NE       -   216,680.      578,030.      MT  (+/- 180 meters Scaled)
 ML0604
 ML0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM949254(NAD 83)
 ML0604
 ML0604                          SUPERSEDED SURVEY CONTROL
 ML0604
 ML0604  NGVD 29 (??/??/92)  725.180  (m)         2379.19   (f) ADJ UNCH    2 0
 ML0604
 ML0604.Superseded values are not recommended for survey control.
 ML0604
 ML0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0604.See file dsdata.pdf to determine how the superseded data were derived.
 ML0604
 ML0604_MARKER: DB = BENCH MARK DISK
 ML0604_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0604_STAMPING: J 71 1935
 ML0604_MARK LOGO: CGS
 ML0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0604
 ML0604  HISTORY     - Date     Condition        Report By
 ML0604  HISTORY     - 1935     MONUMENTED       CGS
 ML0604  HISTORY     - 1938     GOOD             CGS
 ML0604
 ML0604                          STATION DESCRIPTION
 ML0604
 ML0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0604'4 MI E FROM BURWELL.
 ML0604'4.0 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0604'NO. 91 BETWEEN BURWELL AND BARTLETT, 0.2 OF A MILE WEST OF
 ML0604'WHITE HOUSE DIARY FARM, 65.5 FEET NORTH OF THE CENTER OF THE
 ML0604'HIGHWAY, 2.0 FEET SOUTH OF THE RIGHT OF WAY FENCE, 3.0 ABOVE
 ML0604'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK SET HORIZONTAL IN
 ML0604'A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0874 ***********************************************************************
 ML0874  DESIGNATION -  J 72
 ML0874  PID         -  ML0874
 ML0874  STATE/COUNTY-  NE/BLAINE
 ML0874  COUNTRY     -  US
 ML0874  USGS QUAD   -  ALMERIA NW (2017)
 ML0874
 ML0874                         *CURRENT SURVEY CONTROL
 ML0874  ______________________________________________________________________
 ML0874* NAD 83(1986) POSITION- 41 55 43.     (N) 099 42 55.     (W)   SCALED
 ML0874* NAVD 88 ORTHO HEIGHT -   740.098 (meters)     2428.14  (feet) ADJUSTED
 ML0874  ______________________________________________________________________
 ML0874  GEOID HEIGHT    -        -22.600 (meters)                     GEOID18
 ML0874  DYNAMIC HEIGHT  -        739.744 (meters)     2426.98  (feet) COMP
 ML0874  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 ML0874
 ML0874  VERT ORDER      -  SECOND    CLASS 0
 ML0874
 ML0874.The horizontal coordinates were scaled from a map and have
 ML0874.an estimated accuracy of +/- 6 seconds.
 ML0874
 ML0874.The orthometric height was determined by differential leveling and
 ML0874.adjusted by the NATIONAL GEODETIC SURVEY
 ML0874.in June 1991.
 ML0874
 ML0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0874.GEOID18 height accuracy estimate available here.
 ML0874
 ML0874.Click photographs - Photos may exist for this station.
 ML0874
 ML0874.The dynamic height is computed by dividing the NAVD 88
 ML0874.geopotential number by the normal gravity value computed on the
 ML0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0874.degrees latitude (g = 980.6199 gals.).
 ML0874
 ML0874.The modeled gravity was interpolated from observed gravity values.
 ML0874
 ML0874;                    North         East    Units  Estimated Accuracy
 ML0874;SPC NE       -   232,670.      523,610.      MT  (+/- 180 meters Scaled)
 ML0874
 ML0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM406420(NAD 83)
 ML0874
 ML0874                          SUPERSEDED SURVEY CONTROL
 ML0874
 ML0874  NGVD 29 (??/??/92)  739.824  (m)         2427.24   (f) ADJ UNCH    2 0
 ML0874
 ML0874.Superseded values are not recommended for survey control.
 ML0874
 ML0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0874.See file dsdata.pdf to determine how the superseded data were derived.
 ML0874
 ML0874_MARKER: DB = BENCH MARK DISK
 ML0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0874_STAMPING: J 72 1935
 ML0874_MARK LOGO: CGS
 ML0874_PROJECTION: RECESSED 18 CENTIMETERS
 ML0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0874+STABILITY: SURFACE MOTION
 ML0874
 ML0874  HISTORY     - Date     Condition        Report By
 ML0874  HISTORY     - 1935     MONUMENTED       CGS
 ML0874  HISTORY     - 1950     GOOD             CGS
 ML0874
 ML0874                          STATION DESCRIPTION
 ML0874
 ML0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0874'8.2 MI E FROM BREWSTER.
 ML0874'8.2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0874'BREWSTER, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40
 ML0874'FEET EAST OF A FENCE CORNER, 1.1 FEET NORTH OF A FENCE, 2.1 FEET
 ML0874'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0874'IS 0.6 FOOT BELOW THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0090 ***********************************************************************
 NO0090  DESIGNATION -  J 73
 NO0090  PID         -  NO0090
 NO0090  STATE/COUNTY-  NE/CHERRY
 NO0090  COUNTRY     -  US
 NO0090  USGS QUAD   -  MULE LAKE (2017)
 NO0090
 NO0090                         *CURRENT SURVEY CONTROL
 NO0090  ______________________________________________________________________
 NO0090* NAD 83(1986) POSITION- 42 25 28.     (N) 100 40 02.     (W)   SCALED
 NO0090* NAVD 88 ORTHO HEIGHT -   911.378 (meters)     2990.08  (feet) ADJUSTED
 NO0090  ______________________________________________________________________
 NO0090  GEOID HEIGHT    -        -21.309 (meters)                     GEOID18
 NO0090  DYNAMIC HEIGHT  -        910.946 (meters)     2988.66  (feet) COMP
 NO0090  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 NO0090
 NO0090  VERT ORDER      -  SECOND    CLASS 0
 NO0090
 NO0090.The horizontal coordinates were scaled from a map and have
 NO0090.an estimated accuracy of +/- 6 seconds.
 NO0090
 NO0090.The orthometric height was determined by differential leveling and
 NO0090.adjusted by the NATIONAL GEODETIC SURVEY
 NO0090.in June 1991.
 NO0090
 NO0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0090.GEOID18 height accuracy estimate available here.
 NO0090
 NO0090.Click photographs - Photos may exist for this station.
 NO0090
 NO0090.The dynamic height is computed by dividing the NAVD 88
 NO0090.geopotential number by the normal gravity value computed on the
 NO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0090.degrees latitude (g = 980.6199 gals.).
 NO0090
 NO0090.The modeled gravity was interpolated from observed gravity values.
 NO0090
 NO0090;                    North         East    Units  Estimated Accuracy
 NO0090;SPC NE       -   287,900.      445,100.      MT  (+/- 180 meters Scaled)
 NO0090
 NO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM628982(NAD 83)
 NO0090
 NO0090                          SUPERSEDED SURVEY CONTROL
 NO0090
 NO0090  NGVD 29 (??/??/92)  911.067  (m)         2989.06   (f) ADJ UNCH    2 0
 NO0090
 NO0090.Superseded values are not recommended for survey control.
 NO0090
 NO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0090.See file dsdata.pdf to determine how the superseded data were derived.
 NO0090
 NO0090_MARKER: DB = BENCH MARK DISK
 NO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0090_STAMPING: J 73 1934
 NO0090_MARK LOGO: CGS
 NO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0090+STABILITY: SURFACE MOTION
 NO0090
 NO0090  HISTORY     - Date     Condition        Report By
 NO0090  HISTORY     - 1934     MONUMENTED       CGS
 NO0090  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0090
 NO0090                          STATION DESCRIPTION
 NO0090
 NO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0090'12.1 MI N FROM BROWNLEE.
 NO0090'ABOUT 12.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0090'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.1 MILE NORTH OF A FARMHOUSE,
 NO0090'AT A LARGE POPLAR GROVE, 6 FEET NORTH OF THE FENCE, AND 1.5 FEET
 NO0090'WEST OF THE CENTER OF AN AUTOMOBILE GATE.  A STANDARD DISK,
 NO0090'STAMPED J 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0090
 NO0090                          STATION RECOVERY (1984)
 NO0090
 NO0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0021 ***********************************************************************
 MN0021  DESIGNATION -  J 74
 MN0021  PID         -  MN0021
 MN0021  STATE/COUNTY-  NE/GARDEN
 MN0021  COUNTRY     -  US
 MN0021  USGS QUAD   -  BLACK LAKE (2017)
 MN0021
 MN0021                         *CURRENT SURVEY CONTROL
 MN0021  ______________________________________________________________________
 MN0021* NAD 83(1986) POSITION- 41 56 00.37   (N) 102 20 04.94   (W)   HD_HELD1
 MN0021* NAVD 88 ORTHO HEIGHT -  1191.306 (meters)     3908.48  (feet) ADJUSTED
 MN0021  ______________________________________________________________________
 MN0021  GEOID HEIGHT    -        -19.140 (meters)                     GEOID18
 MN0021  DYNAMIC HEIGHT  -       1190.604 (meters)     3906.17  (feet) COMP
 MN0021  MODELED GRAVITY -    979,992.1   (mgal)                       NAVD 88
 MN0021
 MN0021  VERT ORDER      -  SECOND    CLASS 0
 MN0021
 MN0021.The horizontal coordinates were determined by differentially corrected
 MN0021.hand held GPS observations or other comparable positioning techniques
 MN0021.and have an estimated accuracy of +/- 3 meters.
 MN0021
 MN0021.The orthometric height was determined by differential leveling and
 MN0021.adjusted by the NATIONAL GEODETIC SURVEY
 MN0021.in June 1991.
 MN0021
 MN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0021.GEOID18 height accuracy estimate available here.
 MN0021
 MN0021.Click photographs - Photos may exist for this station.
 MN0021
 MN0021.The dynamic height is computed by dividing the NAVD 88
 MN0021.geopotential number by the normal gravity value computed on the
 MN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0021.degrees latitude (g = 980.6199 gals.).
 MN0021
 MN0021.The modeled gravity was interpolated from observed gravity values.
 MN0021
 MN0021;                    North         East    Units  Estimated Accuracy
 MN0021;SPC NE       -   235,780.3     306,450.7     MT  (+/- 3 meters HH1 GPS) 
 MN0021
 MN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2097145821(NAD 83)
 MN0021
 MN0021                          SUPERSEDED SURVEY CONTROL
 MN0021
 MN0021  NGVD 29 (??/??/92) 1190.754  (m)         3906.67   (f) ADJ UNCH    2 0
 MN0021
 MN0021.Superseded values are not recommended for survey control.
 MN0021
 MN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0021.See file dsdata.pdf to determine how the superseded data were derived.
 MN0021
 MN0021_MARKER: DB = BENCH MARK DISK
 MN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0021_STAMPING: J 74 1934
 MN0021_MARK LOGO: CGS
 MN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0021+STABILITY: SURFACE MOTION
 MN0021
 MN0021  HISTORY     - Date     Condition        Report By
 MN0021  HISTORY     - 1934     MONUMENTED       CGS
 MN0021  HISTORY     - 1938     GOOD             CGS
 MN0021
 MN0021                          STATION DESCRIPTION
 MN0021
 MN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0021'11.3 MI S FROM ELLSWORTH.
 MN0021'IN GARDEN COUNTY, 11.3 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0021'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0021'STATION AT ELLSWORTH, SHERIDAN COUNTY, 30 FEET EAST OF THE CENTER
 MN0021'OF AN AUTO GATE, AND 2-1/2 FEET NORTH OF AN EAST-AND-WEST FENCE.
 MN0021'A STANDARD DISK, STAMPED J 74 1934 AND SET IN THE TOP OF A
 MN0021'CONCRETE POST.
 MN0021
 MN0021                          STATION RECOVERY (1938)
 MN0021
 MN0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0090 ***********************************************************************
 NP0090  DESIGNATION -  J 75
 NP0090  PID         -  NP0090
 NP0090  STATE/COUNTY-  NE/SHERIDAN
 NP0090  COUNTRY     -  US
 NP0090  USGS QUAD   -  DOLLY WARDEN LAKE (2017)
 NP0090
 NP0090                         *CURRENT SURVEY CONTROL
 NP0090  ______________________________________________________________________
 NP0090* NAD 83(1986) POSITION- 42 27 06.     (N) 102 08 36.     (W)   SCALED
 NP0090* NAVD 88 ORTHO HEIGHT -  1165.782 (meters)     3824.74  (feet) ADJUSTED
 NP0090  ______________________________________________________________________
 NP0090  GEOID HEIGHT    -        -18.489 (meters)                     GEOID18
 NP0090  DYNAMIC HEIGHT  -       1165.171 (meters)     3822.73  (feet) COMP
 NP0090  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 NP0090
 NP0090  VERT ORDER      -  SECOND    CLASS 0
 NP0090
 NP0090.The horizontal coordinates were scaled from a map and have
 NP0090.an estimated accuracy of +/- 6 seconds.
 NP0090
 NP0090.The orthometric height was determined by differential leveling and
 NP0090.adjusted by the NATIONAL GEODETIC SURVEY
 NP0090.in June 1991.
 NP0090
 NP0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0090.GEOID18 height accuracy estimate available here.
 NP0090
 NP0090.Click photographs - Photos may exist for this station.
 NP0090
 NP0090.The dynamic height is computed by dividing the NAVD 88
 NP0090.geopotential number by the normal gravity value computed on the
 NP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0090.degrees latitude (g = 980.6199 gals.).
 NP0090
 NP0090.The modeled gravity was interpolated from observed gravity values.
 NP0090
 NP0090;                    North         East    Units  Estimated Accuracy
 NP0090;SPC NE       -   292,900.      323,740.      MT  (+/- 180 meters Scaled)
 NP0090
 NP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH349038(NAD 83)
 NP0090
 NP0090                          SUPERSEDED SURVEY CONTROL
 NP0090
 NP0090  NGVD 29 (??/??/92) 1165.258  (m)         3823.02   (f) ADJ UNCH    2 0
 NP0090
 NP0090.Superseded values are not recommended for survey control.
 NP0090
 NP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0090.See file dsdata.pdf to determine how the superseded data were derived.
 NP0090
 NP0090_MARKER: DB = BENCH MARK DISK
 NP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0090_STAMPING: J 75 1934
 NP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0090+STABILITY: SURFACE MOTION
 NP0090
 NP0090  HISTORY     - Date     Condition        Report By
 NP0090  HISTORY     - 1934     MONUMENTED       CGS
 NP0090  HISTORY     - 1948     MARK NOT FOUND   CGS
 NP0090
 NP0090                          STATION DESCRIPTION
 NP0090
 NP0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NP0090'14.6 MI S FROM GORDON.
 NP0090'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0090'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0090'13.2 MILES SOUTH ALONG THE ELLSWORTH ROAD, AT THE SPRING LAKE
 NP0090'RANCH, 42 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE YARD,
 NP0090'47 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET EAST OF
 NP0090'A FENCE.  A STANDARD DISK, STAMPED J 75 1934 AND SET IN THE
 NP0090'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0223 ***********************************************************************
 MN0223  DESIGNATION -  J 76
 MN0223  PID         -  MN0223
 MN0223  STATE/COUNTY-  NE/KIMBALL
 MN0223  COUNTRY     -  US
 MN0223  USGS QUAD   -  KIMBALL (2017)
 MN0223
 MN0223                         *CURRENT SURVEY CONTROL
 MN0223  ______________________________________________________________________
 MN0223* NAD 83(1986) POSITION- 41 14 07.     (N) 103 44 21.     (W)   SCALED
 MN0223* NAVD 88 ORTHO HEIGHT -  1447.335 (meters)     4748.46  (feet) ADJUSTED
 MN0223  ______________________________________________________________________
 MN0223  GEOID HEIGHT    -        -18.620 (meters)                     GEOID18
 MN0223  DYNAMIC HEIGHT  -       1446.262 (meters)     4744.94  (feet) COMP
 MN0223  MODELED GRAVITY -    979,831.4   (mgal)                       NAVD 88
 MN0223
 MN0223  VERT ORDER      -  SECOND    CLASS 0
 MN0223
 MN0223.The horizontal coordinates were scaled from a map and have
 MN0223.an estimated accuracy of +/- 6 seconds.
 MN0223
 MN0223.The orthometric height was determined by differential leveling and
 MN0223.adjusted by the NATIONAL GEODETIC SURVEY
 MN0223.in June 1991.
 MN0223
 MN0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0223.GEOID18 height accuracy estimate available here.
 MN0223
 MN0223.Click photographs - Photos may exist for this station.
 MN0223
 MN0223.The dynamic height is computed by dividing the NAVD 88
 MN0223.geopotential number by the normal gravity value computed on the
 MN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0223.degrees latitude (g = 980.6199 gals.).
 MN0223
 MN0223.The modeled gravity was interpolated from observed gravity values.
 MN0223
 MN0223;                    North         East    Units  Estimated Accuracy
 MN0223;SPC NE       -   162,430.      186,730.      MT  (+/- 180 meters Scaled)
 MN0223
 MN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF056656(NAD 83)
 MN0223
 MN0223                          SUPERSEDED SURVEY CONTROL
 MN0223
 MN0223  NGVD 29 (??/??/92) 1446.622  (m)         4746.13   (f) ADJ UNCH    2 0
 MN0223
 MN0223.Superseded values are not recommended for survey control.
 MN0223
 MN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0223.See file dsdata.pdf to determine how the superseded data were derived.
 MN0223
 MN0223_MARKER: DB = BENCH MARK DISK
 MN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0223_STAMPING: J 76 1934
 MN0223_MARK LOGO: CGS
 MN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0223+STABILITY: SURFACE MOTION
 MN0223
 MN0223  HISTORY     - Date     Condition        Report By
 MN0223  HISTORY     - 1934     MONUMENTED       CGS
 MN0223  HISTORY     - 1953     GOOD             CGS
 MN0223
 MN0223                          STATION DESCRIPTION
 MN0223
 MN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0223'4 MI W FROM KIMBALL.
 MN0223'4.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0223'AT KIMBALL, KIMBALL COUNTY, 16 POLES EAST OF MILEPOST 449, 2
 MN0223'POLES EAST OF A ROAD CROSSING, 67.9 FEET SOUTH OF THE SOUTH RAIL,
 MN0223'21 FEET EAST AND 17 FEET NORTH OF A POLE, 16.7 FEET EAST OF A
 MN0223'FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MN0223'STAMPED J 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0223
 MN0223                          STATION RECOVERY (1953)
 MN0223
 MN0223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MN0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0579 ***********************************************************************
 MK0579  DESIGNATION -  J 77
 MK0579  PID         -  MK0579
 MK0579  STATE/COUNTY-  NE/DOUGLAS
 MK0579  COUNTRY     -  US
 MK0579  USGS QUAD   -  FREMONT EAST (2017)
 MK0579
 MK0579                         *CURRENT SURVEY CONTROL
 MK0579  ______________________________________________________________________
 MK0579* NAD 83(1986) POSITION- 41 22 30.     (N) 096 25 32.     (W)   SCALED
 MK0579* NAVD 88 ORTHO HEIGHT -   357.760 (meters)     1173.75  (feet) ADJUSTED
 MK0579  ______________________________________________________________________
 MK0579  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 MK0579  DYNAMIC HEIGHT  -        357.594 (meters)     1173.21  (feet) COMP
 MK0579  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 MK0579
 MK0579  VERT ORDER      -  SECOND    CLASS 0
 MK0579
 MK0579.The horizontal coordinates were scaled from a map and have
 MK0579.an estimated accuracy of +/- 6 seconds.
 MK0579
 MK0579.The orthometric height was determined by differential leveling and
 MK0579.adjusted by the NATIONAL GEODETIC SURVEY
 MK0579.in June 1991.
 MK0579
 MK0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0579.GEOID18 height accuracy estimate available here.
 MK0579
 MK0579.Click photographs - Photos may exist for this station.
 MK0579
 MK0579.The dynamic height is computed by dividing the NAVD 88
 MK0579.geopotential number by the normal gravity value computed on the
 MK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0579.degrees latitude (g = 980.6199 gals.).
 MK0579
 MK0579.The modeled gravity was interpolated from observed gravity values.
 MK0579
 MK0579;                    North         East    Units  Estimated Accuracy
 MK0579;SPC NE       -   177,340.      798,840.      MT  (+/- 180 meters Scaled)
 MK0579
 MK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL152835(NAD 83)
 MK0579
 MK0579                          SUPERSEDED SURVEY CONTROL
 MK0579
 MK0579  NGVD 29 (??/??/92)  357.615  (m)         1173.28   (f) ADJ UNCH    2 0
 MK0579
 MK0579.Superseded values are not recommended for survey control.
 MK0579
 MK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0579.See file dsdata.pdf to determine how the superseded data were derived.
 MK0579
 MK0579_MARKER: DB = BENCH MARK DISK
 MK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0579_STAMPING: J 77 1934
 MK0579_MARK LOGO: CGS
 MK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0579+STABILITY: SURFACE MOTION
 MK0579
 MK0579  HISTORY     - Date     Condition        Report By
 MK0579  HISTORY     - 1934     MONUMENTED       CGS
 MK0579  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0579  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0579
 MK0579                          STATION DESCRIPTION
 MK0579
 MK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0579'AT MERCER.
 MK0579'AT MERCER, DOUGLAS COUNTY, ON THE UNION PACIFIC RAILROAD, 237
 MK0579'FEET NORTH OF MILEPOST 34, AT A ROAD CROSSING, 43.9 FEET EAST
 MK0579'OF THE CENTER OF THE CROSSING, 22.4 FEET NORTHEAST OF THE
 MK0579'NORTHEAST RAIL, 23.9 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MK0579'ROAD, AND 4.6 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK,
 MK0579'STAMPED J 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MK0579
 MK0579                          STATION RECOVERY (1976)
 MK0579
 MK0579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0579'MARK NOT FOUND.
 MK0579
 MK0579                          STATION RECOVERY (1976)
 MK0579
 MK0579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0693 ***********************************************************************
 MJ0693  DESIGNATION -  J 78
 MJ0693  PID         -  MJ0693
 MJ0693  STATE/COUNTY-  NE/SARPY
 MJ0693  COUNTRY     -  US
 MJ0693  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0693
 MJ0693                         *CURRENT SURVEY CONTROL
 MJ0693  ______________________________________________________________________
 MJ0693* NAD 83(1986) POSITION- 41 08 24.     (N) 095 55 58.     (W)   SCALED
 MJ0693* NAVD 88 ORTHO HEIGHT -   300.764 (meters)      986.76  (feet) ADJUSTED
 MJ0693  ______________________________________________________________________
 MJ0693  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 MJ0693  DYNAMIC HEIGHT  -        300.641 (meters)      986.35  (feet) COMP
 MJ0693  MODELED GRAVITY -    980,205.8   (mgal)                       NAVD 88
 MJ0693
 MJ0693  VERT ORDER      -  SECOND    CLASS 0
 MJ0693
 MJ0693.The horizontal coordinates were scaled from a map and have
 MJ0693.an estimated accuracy of +/- 6 seconds.
 MJ0693
 MJ0693.The orthometric height was determined by differential leveling and
 MJ0693.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0693.in June 1991.
 MJ0693
 MJ0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0693.GEOID18 height accuracy estimate available here.
 MJ0693
 MJ0693.Click photographs - Photos may exist for this station.
 MJ0693
 MJ0693.The dynamic height is computed by dividing the NAVD 88
 MJ0693.geopotential number by the normal gravity value computed on the
 MJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0693.degrees latitude (g = 980.6199 gals.).
 MJ0693
 MJ0693.The modeled gravity was interpolated from observed gravity values.
 MJ0693
 MJ0693;                    North         East    Units  Estimated Accuracy
 MJ0693;SPC NE       -   153,100.      841,240.      MT  (+/- 180 meters Scaled)
 MJ0693
 MJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF538584(NAD 83)
 MJ0693
 MJ0693                          SUPERSEDED SURVEY CONTROL
 MJ0693
 MJ0693  NGVD 29 (??/??/92)  300.662  (m)          986.42   (f) ADJ UNCH    2 0
 MJ0693
 MJ0693.Superseded values are not recommended for survey control.
 MJ0693
 MJ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0693.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0693
 MJ0693_MARKER: DB = BENCH MARK DISK
 MJ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0693_STAMPING: J 78 1934
 MJ0693_MARK LOGO: CGS
 MJ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0693+STABILITY: SURFACE MOTION
 MJ0693
 MJ0693  HISTORY     - Date     Condition        Report By
 MJ0693  HISTORY     - 1934     MONUMENTED       CGS
 MJ0693  HISTORY     - 1955     GOOD             CGS
 MJ0693
 MJ0693                          STATION DESCRIPTION
 MJ0693
 MJ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MJ0693'1 MI N FROM FORT CROOK.
 MJ0693'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0693'STATION AT FORT COOK, SARPY COUNTY, 0.7 MILE SOUTH OF THE
 MJ0693'CROSSING OF THE UNION PACIFIC RAILROAD, AT A HIGHWAY CROSSING,
 MJ0693'78 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET EAST OF
 MJ0693'THE EAST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MJ0693'STAMPED J 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0679 ***********************************************************************
 MK0679  DESIGNATION -  J 79
 MK0679  PID         -  MK0679
 MK0679  STATE/COUNTY-  NE/SARPY
 MK0679  COUNTRY     -  US
 MK0679  USGS QUAD   -  GRETNA (2017)
 MK0679
 MK0679                         *CURRENT SURVEY CONTROL
 MK0679  ______________________________________________________________________
 MK0679* NAD 83(1986) POSITION- 41 10 43.     (N) 096 11 44.     (W)   SCALED
 MK0679* NAVD 88 ORTHO HEIGHT -   342.640 (meters)     1124.14  (feet) ADJUSTED
 MK0679  ______________________________________________________________________
 MK0679  GEOID HEIGHT    -        -26.902 (meters)                     GEOID18
 MK0679  DYNAMIC HEIGHT  -        342.493 (meters)     1123.66  (feet) COMP
 MK0679  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 MK0679
 MK0679  VERT ORDER      -  SECOND    CLASS 0
 MK0679
 MK0679.The horizontal coordinates were scaled from a map and have
 MK0679.an estimated accuracy of +/- 6 seconds.
 MK0679
 MK0679.The orthometric height was determined by differential leveling and
 MK0679.adjusted by the NATIONAL GEODETIC SURVEY
 MK0679.in June 1991.
 MK0679
 MK0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0679.GEOID18 height accuracy estimate available here.
 MK0679
 MK0679.Click photographs - Photos may exist for this station.
 MK0679
 MK0679.The dynamic height is computed by dividing the NAVD 88
 MK0679.geopotential number by the normal gravity value computed on the
 MK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0679.degrees latitude (g = 980.6199 gals.).
 MK0679
 MK0679.The modeled gravity was interpolated from observed gravity values.
 MK0679
 MK0679;                    North         East    Units  Estimated Accuracy
 MK0679;SPC NE       -   156,380.      819,020.      MT  (+/- 180 meters Scaled)
 MK0679
 MK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352623(NAD 83)
 MK0679
 MK0679                          SUPERSEDED SURVEY CONTROL
 MK0679
 MK0679  NGVD 29 (??/??/92)  342.565  (m)         1123.90   (f) ADJ UNCH    2 0
 MK0679
 MK0679.Superseded values are not recommended for survey control.
 MK0679
 MK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0679.See file dsdata.pdf to determine how the superseded data were derived.
 MK0679
 MK0679_MARKER: DB = BENCH MARK DISK
 MK0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0679_STAMPING: J 79 1935
 MK0679_MARK LOGO: CGS
 MK0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0679+STABILITY: SURFACE MOTION
 MK0679
 MK0679  HISTORY     - Date     Condition        Report By
 MK0679  HISTORY     - 1935     MONUMENTED       CGS
 MK0679  HISTORY     - 1952     GOOD             CGS
 MK0679
 MK0679                          STATION DESCRIPTION
 MK0679
 MK0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0679'2.4 MI SW FROM CHALCO.
 MK0679'2.4 MILES WEST OF DEPOT BY RAIL.  ALONG THE CHICAGO, BURLINGTON
 MK0679'AND QUINCY RAILROAD BETWEEN OMAHA AND LINCOLN NEBRASKA, 120.7 FEET
 MK0679'NORTH OF CORNER OF STATION, 60.4 FEET NORTHWEST OF ROAD CROSSING,
 MK0679'AND 24.6 FEET NORTH OF NORTH RAIL.
 MK0679
 MK0679                          STATION RECOVERY (1952)
 MK0679
 MK0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 MK0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0217 ***********************************************************************
 MM0217  DESIGNATION -  J 8
 MM0217  PID         -  MM0217
 MM0217  STATE/COUNTY-  NE/KEITH
 MM0217  COUNTRY     -  US
 MM0217  USGS QUAD   -  OGALLALA (2017)
 MM0217
 MM0217                         *CURRENT SURVEY CONTROL
 MM0217  ______________________________________________________________________
 MM0217* NAD 83(1986) POSITION- 41 07 46.     (N) 101 41 13.     (W)   SCALED
 MM0217* NAVD 88 ORTHO HEIGHT -   975.934 (meters)     3201.88  (feet) ADJUSTED
 MM0217  ______________________________________________________________________
 MM0217  GEOID HEIGHT    -        -20.977 (meters)                     GEOID18
 MM0217  DYNAMIC HEIGHT  -        975.336 (meters)     3199.91  (feet) COMP
 MM0217  MODELED GRAVITY -    979,977.4   (mgal)                       NAVD 88
 MM0217
 MM0217  VERT ORDER      -  FIRST     CLASS II
 MM0217
 MM0217.The horizontal coordinates were scaled from a map and have
 MM0217.an estimated accuracy of +/- 6 seconds.
 MM0217
 MM0217.The orthometric height was determined by differential leveling and
 MM0217.adjusted by the NATIONAL GEODETIC SURVEY
 MM0217.in June 1991.
 MM0217
 MM0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0217.GEOID18 height accuracy estimate available here.
 MM0217
 MM0217.Click photographs - Photos may exist for this station.
 MM0217
 MM0217.The dynamic height is computed by dividing the NAVD 88
 MM0217.geopotential number by the normal gravity value computed on the
 MM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0217.degrees latitude (g = 980.6199 gals.).
 MM0217
 MM0217.The modeled gravity was interpolated from observed gravity values.
 MM0217
 MM0217;                    North         East    Units  Estimated Accuracy
 MM0217;SPC NE       -   145,280.      358,400.      MT  (+/- 180 meters Scaled)
 MM0217
 MM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL744566(NAD 83)
 MM0217
 MM0217                          SUPERSEDED SURVEY CONTROL
 MM0217
 MM0217  NGVD 29 (02/14/92)  975.511  (m)         3200.49   (f) ADJUSTED    1 2
 MM0217  NGVD 29 (??/??/87)  975.511  (m)         3200.49   (f) SUPERSEDED  1 2
 MM0217
 MM0217.Superseded values are not recommended for survey control.
 MM0217
 MM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0217.See file dsdata.pdf to determine how the superseded data were derived.
 MM0217
 MM0217_MARKER: DB = BENCH MARK DISK
 MM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0217_STAMPING: J 8 1933 3200.489
 MM0217_MARK LOGO: CGS
 MM0217_PROJECTION: PROJECTING 6 CENTIMETERS
 MM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0217+STABILITY: SURFACE MOTION
 MM0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0217+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2017
 MM0217
 MM0217  HISTORY     - Date     Condition        Report By
 MM0217  HISTORY     - 1933     MONUMENTED       CGS
 MM0217  HISTORY     - 1941     GOOD             CGS
 MM0217  HISTORY     - 1985     GOOD             DMA
 MM0217  HISTORY     - 1986     GOOD             NGS
 MM0217  HISTORY     - 19980710 GOOD             USPSQD
 MM0217  HISTORY     - 20170830 GOOD             NEGS
 MM0217  HISTORY     - 20171211 GOOD             NEGS
 MM0217
 MM0217                          STATION DESCRIPTION
 MM0217
 MM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0217'1.7 MI E FROM OGALLALA.
 MM0217'ABOUT 1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0217'OGALLALA, KEITH COUNTY, ABOUT 3 POLES WEST OF MILEPOST 333, AT
 MM0217'A PRIVATE-ROAD CROSSING, 26 FEET EAST OF THE CENTER LINE OF THE
 MM0217'ROAD, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MM0217'30, 79 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 MM0217'ABOUT 107 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, IN LINE
 MM0217'WITH A ROW OF POLES, AND 10.5 FEET EAST OF A POLE.  A STANDARD
 MM0217'DISK, STAMPED 3200.489 J 8 1933 AND SET IN THE TOP OF A CONCRETE
 MM0217'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0217
 MM0217                          STATION RECOVERY (1941)
 MM0217
 MM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MM0217'RECOVERED IN GOOD CONDITION.
 MM0217
 MM0217                          STATION RECOVERY (1985)
 MM0217
 MM0217'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0217'RECOVERED IN GOOD CONDITION.
 MM0217
 MM0217                          STATION RECOVERY (1986)
 MM0217
 MM0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7
 MM0217'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0217'STATE ROUTE 61 AT OGALLALA, 1.5 METERS (5 FT) NORTH OF AN EAST-WEST
 MM0217'FENCE AND 0.3 METER (1 FT) NORTH-NORTHEAST OF A WITNESS POST.
 MM0217
 MM0217                          STATION RECOVERY (1998)
 MM0217
 MM0217'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0217'RECOVERED IN GOOD CONDITION.
 MM0217
 MM0217                          STATION RECOVERY (2017)
 MM0217
 MM0217'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 MM0217'FROM THE JUNCTION OF HIGHWAY 26 AND HIGHWAY 30 IN OGALLALA NEBRASKA
 MM0217'PROCEED EAST ON HIGHWAY 30 APPROX 1.64 MILES TO A FIELD ENTRANCE
 MM0217'SOUTH. TURN SOUTH AND PROCEED ACROSS RR TRACKS AND TO THE STATION
 MM0217'LOCATED EAST NORTHEAST OF FIELD ENTRANCE 
 MM0217'NEAR MILE POST 127+97 FOR HIGHWAY 30, APPROX 230 FEET SOUTH OF HIGHWAY
 MM0217'30, 5 FEET NORTH OF EAST-WEST FENCE LINE, 1 FOOT NORTH-NORTHEAST OF
 MM0217'WITNESS POST AND IS NEAR FLUSH WITH GROUND.
 MM0217
 MM0217                          STATION RECOVERY (2017)
 MM0217
 MM0217'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 MM0217'TO REACH FROM THE JUNCTION OF HIGHWAY 26 AND HIGHWAY 30 IN OGALLALA
 MM0217'NEBRASKA, PROCEED EAST ON HIGHWAY 30 APPROXIMATELY 1.64 MI (2.64 KM)
 MM0217'TO A FIELD ENTRANCE ON THE RIGHT (SOUTH).  TURN SOUTH AND CROSS
 MM0217'RAILROAD TRACKS AND TRUNK HIGHWAY THE STATION LOCATED NEAR A EAST-WEST
 MM0217'FENCE LINE.
 MM0217'
 MM0217'THE STATION IS NEAR MILE POST 127+97 FOR HIGHWAY 30, APPROXIMATELY 230
 MM0217'FT (70.1 M) SOUTH OF THE HIGHWAY CENTERLINE, 5 FT (1.5 M) NORTH OF AN
 MM0217'EAST-WEST FENCE LINE AND 1 FT (0.3 M) NORTH-NORTHEAST OF A WITNESS
 MM0217'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0391 ***********************************************************************
 LG0391  DESIGNATION -  J 80
 LG0391  PID         -  LG0391
 LG0391  STATE/COUNTY-  NE/LANCASTER
 LG0391  COUNTRY     -  US
 LG0391  USGS QUAD   -  LINCOLN (2017)
 LG0391
 LG0391                         *CURRENT SURVEY CONTROL
 LG0391  ______________________________________________________________________
 LG0391* NAD 83(1986) POSITION- 40 48 26.     (N) 096 44 35.     (W)   SCALED
 LG0391* NAVD 88 ORTHO HEIGHT -   350.853 (meters)     1151.09  (feet) ADJUSTED
 LG0391  ______________________________________________________________________
 LG0391  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 LG0391  DYNAMIC HEIGHT  -        350.695 (meters)     1150.57  (feet) COMP
 LG0391  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 LG0391
 LG0391  VERT ORDER      -  SECOND    CLASS 0
 LG0391
 LG0391.The horizontal coordinates were scaled from a map and have
 LG0391.an estimated accuracy of +/- 6 seconds.
 LG0391
 LG0391.The orthometric height was determined by differential leveling and
 LG0391.adjusted by the NATIONAL GEODETIC SURVEY
 LG0391.in June 1991.
 LG0391
 LG0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0391.GEOID18 height accuracy estimate available here.
 LG0391
 LG0391.Click photographs - Photos may exist for this station.
 LG0391
 LG0391.The dynamic height is computed by dividing the NAVD 88
 LG0391.geopotential number by the normal gravity value computed on the
 LG0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0391.degrees latitude (g = 980.6199 gals.).
 LG0391
 LG0391.The modeled gravity was interpolated from observed gravity values.
 LG0391
 LG0391;                    North         East    Units  Estimated Accuracy
 LG0391;SPC NE       -   113,300.      774,680.      MT  (+/- 180 meters Scaled)
 LG0391
 LG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL903198(NAD 83)
 LG0391
 LG0391                          SUPERSEDED SURVEY CONTROL
 LG0391
 LG0391  NGVD 29 (??/??/92)  350.720  (m)         1150.65   (f) ADJ UNCH    2 0
 LG0391
 LG0391.Superseded values are not recommended for survey control.
 LG0391
 LG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0391.See file dsdata.pdf to determine how the superseded data were derived.
 LG0391
 LG0391_MARKER: DB = BENCH MARK DISK
 LG0391_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0391_STAMPING: J 30 1935
 LG0391_MARK LOGO: CGS
 LG0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0391
 LG0391  HISTORY     - Date     Condition        Report By
 LG0391  HISTORY     - 1935     MONUMENTED       CGS
 LG0391  HISTORY     - 1959     GOOD             CGS
 LG0391  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0391
 LG0391                          STATION DESCRIPTION
 LG0391
 LG0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0391'1.9 MI W FROM LINCOLN.
 LG0391'MARK IS LOCATED IN THE C.B. AND Q. RAILROAD REPAIR YARD 1.9 MILES
 LG0391'WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE
 LG0391'STATION AT LINCOLN, NEAR THE SOUTH END OF A FOOTBRIDGE OVER THE
 LG0391'YARDS, 81 FEET WEST OF THE CENTERLINE OF THE SOUTH END OF THE
 LG0391'FOOTBRIDGE, 42 FEET SOUTH OF THE CENTER OF THE SECOND SET OF
 LG0391'TRACKS NORTH OF THE SOUTH END OF THE FOOTBRIDGE, AND 2 FEET
 LG0391'SOUTHEAST OF A TELEGRAPH POLE.  THE MARK IS 3 FEET BELOW THE SURFACE
 LG0391'DUE TO A FILL MADE RECENTLY BY THE RAILROAD COMPANY.  A 4 INCH
 LG0391'TILE, 4 FEET IN LENGTH HAS BEEN PLACED OVER THE MARK AND PROJECTS
 LG0391'1 FOOT ABOVE THE GROUND.
 LG0391
 LG0391                          STATION RECOVERY (1964)
 LG0391
 LG0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0387 ***********************************************************************
 LG0387  DESIGNATION -  J 82
 LG0387  PID         -  LG0387
 LG0387  STATE/COUNTY-  NE/LANCASTER
 LG0387  COUNTRY     -  US
 LG0387  USGS QUAD   -  DAVEY (2017)
 LG0387
 LG0387                         *CURRENT SURVEY CONTROL
 LG0387  ______________________________________________________________________
 LG0387* NAD 83(1986) POSITION- 40 58 22.     (N) 096 40 18.     (W)   SCALED
 LG0387* NAVD 88 ORTHO HEIGHT -   395.252 (meters)     1296.76  (feet) ADJUSTED
 LG0387  ______________________________________________________________________
 LG0387  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 LG0387  DYNAMIC HEIGHT  -        395.076 (meters)     1296.18  (feet) COMP
 LG0387  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 LG0387
 LG0387  VERT ORDER      -  SECOND    CLASS 0
 LG0387
 LG0387.The horizontal coordinates were scaled from a map and have
 LG0387.an estimated accuracy of +/- 6 seconds.
 LG0387
 LG0387.The orthometric height was determined by differential leveling and
 LG0387.adjusted by the NATIONAL GEODETIC SURVEY
 LG0387.in June 1991.
 LG0387
 LG0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0387.GEOID18 height accuracy estimate available here.
 LG0387
 LG0387.Click photographs - Photos may exist for this station.
 LG0387
 LG0387.The dynamic height is computed by dividing the NAVD 88
 LG0387.geopotential number by the normal gravity value computed on the
 LG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0387.degrees latitude (g = 980.6199 gals.).
 LG0387
 LG0387.The modeled gravity was interpolated from observed gravity values.
 LG0387
 LG0387;                    North         East    Units  Estimated Accuracy
 LG0387;SPC NE       -   131,900.      779,990.      MT  (+/- 180 meters Scaled)
 LG0387
 LG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL959383(NAD 83)
 LG0387
 LG0387                          SUPERSEDED SURVEY CONTROL
 LG0387
 LG0387  NGVD 29 (??/??/92)  395.135  (m)         1296.37   (f) ADJ UNCH    2 0
 LG0387
 LG0387.Superseded values are not recommended for survey control.
 LG0387
 LG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0387.See file dsdata.pdf to determine how the superseded data were derived.
 LG0387
 LG0387_MARKER: DB = BENCH MARK DISK
 LG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0387_STAMPING: J 82 1935
 LG0387_MARK LOGO: CGS
 LG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0387+STABILITY: SURFACE MOTION
 LG0387
 LG0387  HISTORY     - Date     Condition        Report By
 LG0387  HISTORY     - 1935     MONUMENTED       CGS
 LG0387
 LG0387                          STATION DESCRIPTION
 LG0387
 LG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0387'0.9 MI S FROM DAVEY.
 LG0387'0.9 MILE SOUTH OF DAVEY BY RAIL.  ALONG THE CHICAGO AND NORTH
 LG0387'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 210 FEET
 LG0387'NORTH OF BRIDGE B-70, 34.2 FEET WEST OF WEST RAIL, 17.5 FEET EAST
 LG0387'OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1624 ***********************************************************************
 MK1624  DESIGNATION -  J 84
 MK1624  PID         -  MK1624
 MK1624  STATE/COUNTY-  NE/BOONE
 MK1624  COUNTRY     -  US
 MK1624  USGS QUAD   -  ALBION EAST (2017)
 MK1624
 MK1624                         *CURRENT SURVEY CONTROL
 MK1624  ______________________________________________________________________
 MK1624* NAD 83(1986) POSITION- 41 41 46.     (N) 097 55 05.     (W)   SCALED
 MK1624* NAVD 88 ORTHO HEIGHT -   540.910 (meters)     1774.64  (feet) ADJUSTED
 MK1624  ______________________________________________________________________
 MK1624  GEOID HEIGHT    -        -24.424 (meters)                     GEOID18
 MK1624  DYNAMIC HEIGHT  -        540.679 (meters)     1773.88  (feet) COMP
 MK1624  MODELED GRAVITY -    980,177.3   (mgal)                       NAVD 88
 MK1624
 MK1624  VERT ORDER      -  SECOND    CLASS 0
 MK1624
 MK1624.The horizontal coordinates were scaled from a map and have
 MK1624.an estimated accuracy of +/- 6 seconds.
 MK1624
 MK1624.The orthometric height was determined by differential leveling and
 MK1624.adjusted by the NATIONAL GEODETIC SURVEY
 MK1624.in June 1991.
 MK1624
 MK1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1624.GEOID18 height accuracy estimate available here.
 MK1624
 MK1624.Click photographs - Photos may exist for this station.
 MK1624
 MK1624.The dynamic height is computed by dividing the NAVD 88
 MK1624.geopotential number by the normal gravity value computed on the
 MK1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1624.degrees latitude (g = 980.6199 gals.).
 MK1624
 MK1624.The modeled gravity was interpolated from observed gravity values.
 MK1624
 MK1624;                    North         East    Units  Estimated Accuracy
 MK1624;SPC NE       -   208,900.      673,230.      MT  (+/- 180 meters Scaled)
 MK1624
 MK1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM900166(NAD 83)
 MK1624
 MK1624                          SUPERSEDED SURVEY CONTROL
 MK1624
 MK1624  NGVD 29 (??/??/92)  540.704  (m)         1773.96   (f) ADJ UNCH    2 0
 MK1624
 MK1624.Superseded values are not recommended for survey control.
 MK1624
 MK1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1624.See file dsdata.pdf to determine how the superseded data were derived.
 MK1624
 MK1624_MARKER: DB = BENCH MARK DISK
 MK1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1624_STAMPING: J 84 1935
 MK1624_MARK LOGO: CGS
 MK1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1624+STABILITY: SURFACE MOTION
 MK1624
 MK1624  HISTORY     - Date     Condition        Report By
 MK1624  HISTORY     - 1935     MONUMENTED       CGS
 MK1624  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1624
 MK1624                          STATION DESCRIPTION
 MK1624
 MK1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1624'AT BRADISH.
 MK1624'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1624'AND HUMPHREY, OPPOSITE THE CROWELL GRAIN ELEVATOR, 131.7 FEET
 MK1624'EAST OF THE NORTHEAST CORNER OF DEPOT, 37.5 FEET SOUTH OF THE
 MK1624'SOUTH RAIL.
 MK1624
 MK1624                          STATION RECOVERY (1957)
 MK1624
 MK1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1624'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1652 ***********************************************************************
 MK1652  DESIGNATION -  J 85
 MK1652  PID         -  MK1652
 MK1652  STATE/COUNTY-  NE/BOONE
 MK1652  COUNTRY     -  US
 MK1652  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1652
 MK1652                         *CURRENT SURVEY CONTROL
 MK1652  ______________________________________________________________________
 MK1652* NAD 83(1986) POSITION- 41 34 06.     (N) 097 53 15.     (W)   SCALED
 MK1652* NAVD 88 ORTHO HEIGHT -   519.058 (meters)     1702.94  (feet) ADJUSTED
 MK1652  ______________________________________________________________________
 MK1652  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 MK1652  DYNAMIC HEIGHT  -        518.831 (meters)     1702.20  (feet) COMP
 MK1652  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 MK1652
 MK1652  VERT ORDER      -  SECOND    CLASS 0
 MK1652
 MK1652.The horizontal coordinates were scaled from a map and have
 MK1652.an estimated accuracy of +/- 6 seconds.
 MK1652
 MK1652.The orthometric height was determined by differential leveling and
 MK1652.adjusted by the NATIONAL GEODETIC SURVEY
 MK1652.in June 1991.
 MK1652
 MK1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1652.GEOID18 height accuracy estimate available here.
 MK1652
 MK1652.Click photographs - Photos may exist for this station.
 MK1652
 MK1652.The dynamic height is computed by dividing the NAVD 88
 MK1652.geopotential number by the normal gravity value computed on the
 MK1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1652.degrees latitude (g = 980.6199 gals.).
 MK1652
 MK1652.The modeled gravity was interpolated from observed gravity values.
 MK1652
 MK1652;                    North         East    Units  Estimated Accuracy
 MK1652;SPC NE       -   194,780.      676,120.      MT  (+/- 180 meters Scaled)
 MK1652
 MK1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM927024(NAD 83)
 MK1652
 MK1652                          SUPERSEDED SURVEY CONTROL
 MK1652
 MK1652  NGVD 29 (??/??/92)  518.858  (m)         1702.29   (f) ADJ UNCH    2 0
 MK1652
 MK1652.Superseded values are not recommended for survey control.
 MK1652
 MK1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1652.See file dsdata.pdf to determine how the superseded data were derived.
 MK1652
 MK1652_MARKER: DB = BENCH MARK DISK
 MK1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1652_STAMPING: J 85 1935
 MK1652_MARK LOGO: CGS
 MK1652_PROJECTION: FLUSH
 MK1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1652+STABILITY: SURFACE MOTION
 MK1652
 MK1652  HISTORY     - Date     Condition        Report By
 MK1652  HISTORY     - 1935     MONUMENTED       CGS
 MK1652  HISTORY     - 1950     GOOD             CGS
 MK1652
 MK1652                          STATION DESCRIPTION
 MK1652
 MK1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1652'1.2 MI W FROM ST EDWARD.
 MK1652'1.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 MK1652'ST. EDWARD, 0.35 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS
 MK1652'56 AND 39, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 44
 MK1652'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 26 FEET
 MK1652'SOUTHEAST OF A TELEPHONE POLE, 16 FEET NORTHWEST OF ANOTHER
 MK1652'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE
 MK1652'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1655 ***********************************************************************
 MK1655  DESIGNATION -  J 85 RESET
 MK1655  PID         -  MK1655
 MK1655  STATE/COUNTY-  NE/BOONE
 MK1655  COUNTRY     -  US
 MK1655  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1655
 MK1655                         *CURRENT SURVEY CONTROL
 MK1655  ______________________________________________________________________
 MK1655* NAD 83(1986) POSITION- 41 34 06.     (N) 097 53 16.     (W)   SCALED
 MK1655* NAVD 88 ORTHO HEIGHT -   518.63  (meters)     1701.5   (feet) RESET
 MK1655  ______________________________________________________________________
 MK1655  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 MK1655  VERT ORDER      -  THIRD
 MK1655
 MK1655.The horizontal coordinates were scaled from a map and have
 MK1655.an estimated accuracy of +/- 6 seconds.
 MK1655
 MK1655.The orthometric height was computed from unverified reset data.
 MK1655
 MK1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1655.GEOID18 height accuracy estimate available here.
 MK1655
 MK1655.Click photographs - Photos may exist for this station.
 MK1655
 MK1655;                    North         East    Units  Estimated Accuracy
 MK1655;SPC NE       -   194,780.      676,100.      MT  (+/- 180 meters Scaled)
 MK1655
 MK1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM927024(NAD 83)
 MK1655
 MK1655                          SUPERSEDED SURVEY CONTROL
 MK1655
 MK1655  NGVD 29 (??/??/??)  518.42   (m)         1700.8    (f) RESET       3  
 MK1655
 MK1655.Superseded values are not recommended for survey control.
 MK1655
 MK1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1655.See file dsdata.pdf to determine how the superseded data were derived.
 MK1655
 MK1655_MARKER: DB = BENCH MARK DISK
 MK1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1655_STAMPING: J 85 RESET 1964
 MK1655_MARK LOGO: CGS
 MK1655_PROJECTION: FLUSH
 MK1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1655+STABILITY: SURFACE MOTION
 MK1655
 MK1655  HISTORY     - Date     Condition        Report By
 MK1655  HISTORY     - 1964     MONUMENTED       LOCENG
 MK1655
 MK1655                          STATION DESCRIPTION
 MK1655
 MK1655'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 MK1655'1.2 MI W FROM ST EDWARD.
 MK1655'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1655'AT ST. EDWARD, BOONE COUNTY, 0.4 MILES WEST OF THE JUNCTION
 MK1655'STATION HIGHWAY 39, AT THE JUNCTION OF A ROAD LEADING NORTH,
 MK1655'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 63.5 FEET NORTH OF
 MK1655'THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MK1655'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0248 ***********************************************************************
 ML0248  DESIGNATION -  J 86
 ML0248  PID         -  ML0248
 ML0248  STATE/COUNTY-  NE/NANCE
 ML0248  COUNTRY     -  US
 ML0248  USGS QUAD   -  BELGRADE (2017)
 ML0248
 ML0248                         *CURRENT SURVEY CONTROL
 ML0248  ______________________________________________________________________
 ML0248* NAD 83(1986) POSITION- 41 24 56.     (N) 098 01 53.     (W)   SCALED
 ML0248* NAVD 88 ORTHO HEIGHT -   508.993 (meters)     1669.92  (feet) ADJUSTED
 ML0248  ______________________________________________________________________
 ML0248  GEOID HEIGHT    -        -24.812 (meters)                     GEOID18
 ML0248  DYNAMIC HEIGHT  -        508.752 (meters)     1669.13  (feet) COMP
 ML0248  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 ML0248
 ML0248  VERT ORDER      -  SECOND    CLASS 0
 ML0248
 ML0248.The horizontal coordinates were scaled from a map and have
 ML0248.an estimated accuracy of +/- 6 seconds.
 ML0248
 ML0248.The orthometric height was determined by differential leveling and
 ML0248.adjusted by the NATIONAL GEODETIC SURVEY
 ML0248.in June 1991.
 ML0248
 ML0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0248.GEOID18 height accuracy estimate available here.
 ML0248
 ML0248.Click photographs - Photos may exist for this station.
 ML0248
 ML0248.The dynamic height is computed by dividing the NAVD 88
 ML0248.geopotential number by the normal gravity value computed on the
 ML0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0248.degrees latitude (g = 980.6199 gals.).
 ML0248
 ML0248.The modeled gravity was interpolated from observed gravity values.
 ML0248
 ML0248;                    North         East    Units  Estimated Accuracy
 ML0248;SPC NE       -   177,540.      664,520.      MT  (+/- 180 meters Scaled)
 ML0248
 ML0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL809853(NAD 83)
 ML0248
 ML0248                          SUPERSEDED SURVEY CONTROL
 ML0248
 ML0248  NGVD 29 (??/??/92)  508.769  (m)         1669.19   (f) ADJ UNCH    2 0
 ML0248
 ML0248.Superseded values are not recommended for survey control.
 ML0248
 ML0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0248.See file dsdata.pdf to determine how the superseded data were derived.
 ML0248
 ML0248_MARKER: DB = BENCH MARK DISK
 ML0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0248_STAMPING: J-86-1935
 ML0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0248+STABILITY: SURFACE MOTION
 ML0248
 ML0248  HISTORY     - Date     Condition        Report By
 ML0248  HISTORY     - 1935     MONUMENTED       CGS
 ML0248  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0248
 ML0248                          STATION DESCRIPTION
 ML0248
 ML0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0248'4.6 MI N FROM FULLERTON.
 ML0248'4.6 MILES NORTH OF FULLERTON.  ALONG THE UNION PACIFIC RAILWAY
 ML0248'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, 0.3 MILES SOUTH OF
 ML0248'MILE POST NO. 18, ABOUT 700 FEET SOUTH OF FARM HOUSE, 100
 ML0248'FEET SOUTHEAST OF PRIVATE CROSSING, 95 FEET EAST OF THE
 ML0248'NORTH BANK OF CEDAR RIVER, 45.8 FEET EAST OF THE EAST RAIL,
 ML0248'8.4 FEET WEST OF FENCE.
 ML0248
 ML0248                          STATION RECOVERY (1954)
 ML0248
 ML0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1117 ***********************************************************************
 MK1117  DESIGNATION -  J 87
 MK1117  PID         -  MK1117
 MK1117  STATE/COUNTY-  NE/PLATTE
 MK1117  COUNTRY     -  US
 MK1117  USGS QUAD   -  PLATTE CENTER (2017)
 MK1117
 MK1117                         *CURRENT SURVEY CONTROL
 MK1117  ______________________________________________________________________
 MK1117* NAD 83(1986) POSITION- 41 33 19.     (N) 097 29 08.     (W)   SCALED
 MK1117* NAVD 88 ORTHO HEIGHT -   473.851 (meters)     1554.63  (feet) ADJUSTED
 MK1117  ______________________________________________________________________
 MK1117  GEOID HEIGHT    -        -25.069 (meters)                     GEOID18
 MK1117  DYNAMIC HEIGHT  -        473.645 (meters)     1553.95  (feet) COMP
 MK1117  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 MK1117
 MK1117  VERT ORDER      -  SECOND    CLASS 0
 MK1117
 MK1117.The horizontal coordinates were scaled from a map and have
 MK1117.an estimated accuracy of +/- 6 seconds.
 MK1117
 MK1117.The orthometric height was determined by differential leveling and
 MK1117.adjusted by the NATIONAL GEODETIC SURVEY
 MK1117.in June 1991.
 MK1117
 MK1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1117.GEOID18 height accuracy estimate available here.
 MK1117
 MK1117.Click photographs - Photos may exist for this station.
 MK1117
 MK1117.The dynamic height is computed by dividing the NAVD 88
 MK1117.geopotential number by the normal gravity value computed on the
 MK1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1117.degrees latitude (g = 980.6199 gals.).
 MK1117
 MK1117.The modeled gravity was interpolated from observed gravity values.
 MK1117
 MK1117;                    North         East    Units  Estimated Accuracy
 MK1117;SPC NE       -   194,230.      709,670.      MT  (+/- 180 meters Scaled)
 MK1117
 MK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM262015(NAD 83)
 MK1117
 MK1117                          SUPERSEDED SURVEY CONTROL
 MK1117
 MK1117  NGVD 29 (??/??/92)  473.664  (m)         1554.01   (f) ADJ UNCH    2 0
 MK1117
 MK1117.Superseded values are not recommended for survey control.
 MK1117
 MK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1117.See file dsdata.pdf to determine how the superseded data were derived.
 MK1117
 MK1117_MARKER: DB = BENCH MARK DISK
 MK1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1117_STAMPING: J 87 1935
 MK1117_MARK LOGO: CGS
 MK1117_PROJECTION: RECESSED 15 CENTIMETERS
 MK1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1117+STABILITY: SURFACE MOTION
 MK1117
 MK1117  HISTORY     - Date     Condition        Report By
 MK1117  HISTORY     - 1935     MONUMENTED       CGS
 MK1117  HISTORY     - 1957     GOOD             CGS
 MK1117
 MK1117                          STATION DESCRIPTION
 MK1117
 MK1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1117'1.2 MI N FROM PLATTE CENTER.
 MK1117'ABOUT 1.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1117'STATION AT PLATTE CENTER, IN SECTION 12, T. 18 N., R. 2 W.,
 MK1117'42 1/2 FEET EAST OF THE EAST OF THE EAST RAIL, 26 FEET SOUTH OF
 MK1117'THE CENTER LINE OF A CROSS ROAD, 56 FEET SOUTHEAST OF THE CENTER
 MK1117'OF THE CROSSING, 136 FEET SOUTH AND ACROSS THE ROAD FROM MILE
 MK1117'POST 16, 74 1/2 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 MK1117'PLATTE CENTER ONE MILE SIGN, 3 FEET WEST OF THE FENCE LINE, 24
 MK1117'FEET WEST-NORTHWEST OF A POWER POLE WITH THREE GUY WIRES, 1 FOOT
 MK1117'SOUTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE
 MK1117'POST ABOUT 6 INCHES UNDER GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0104 ***********************************************************************
 LG0104  DESIGNATION -  J 88
 LG0104  PID         -  LG0104
 LG0104  STATE/COUNTY-  NE/CASS
 LG0104  COUNTRY     -  US
 LG0104  USGS QUAD   -  AVOCA (2017)
 LG0104
 LG0104                         *CURRENT SURVEY CONTROL
 LG0104  ______________________________________________________________________
 LG0104* NAD 83(1986) POSITION- 40 51 34.     (N) 096 07 03.     (W)   SCALED
 LG0104* NAVD 88 ORTHO HEIGHT -   327.643 (meters)     1074.94  (feet) ADJUSTED
 LG0104  ______________________________________________________________________
 LG0104  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 LG0104  DYNAMIC HEIGHT  -        327.503 (meters)     1074.48  (feet) COMP
 LG0104  MODELED GRAVITY -    980,186.2   (mgal)                       NAVD 88
 LG0104
 LG0104  VERT ORDER      -  SECOND    CLASS 0
 LG0104
 LG0104.The horizontal coordinates were scaled from a map and have
 LG0104.an estimated accuracy of +/- 6 seconds.
 LG0104
 LG0104.The orthometric height was determined by differential leveling and
 LG0104.adjusted by the NATIONAL GEODETIC SURVEY
 LG0104.in June 1991.
 LG0104
 LG0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0104.GEOID18 height accuracy estimate available here.
 LG0104
 LG0104.Click photographs - Photos may exist for this station.
 LG0104
 LG0104.The dynamic height is computed by dividing the NAVD 88
 LG0104.geopotential number by the normal gravity value computed on the
 LG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0104.degrees latitude (g = 980.6199 gals.).
 LG0104
 LG0104.The modeled gravity was interpolated from observed gravity values.
 LG0104
 LG0104;                    North         East    Units  Estimated Accuracy
 LG0104;SPC NE       -   121,270.      827,150.      MT  (+/- 180 meters Scaled)
 LG0104
 LG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL429271(NAD 83)
 LG0104
 LG0104                          SUPERSEDED SURVEY CONTROL
 LG0104
 LG0104  NGVD 29 (??/??/92)  327.551  (m)         1074.64   (f) ADJ UNCH    2 0
 LG0104
 LG0104.Superseded values are not recommended for survey control.
 LG0104
 LG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0104.See file dsdata.pdf to determine how the superseded data were derived.
 LG0104
 LG0104_MARKER: DB = BENCH MARK DISK
 LG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0104_STAMPING: J 88 1935
 LG0104_MARK LOGO: CGS
 LG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0104+STABILITY: SURFACE MOTION
 LG0104
 LG0104  HISTORY     - Date     Condition        Report By
 LG0104  HISTORY     - 1935     MONUMENTED       CGS
 LG0104  HISTORY     - 1961     GOOD             CGS
 LG0104  HISTORY     - 1964     GOOD             USGS
 LG0104
 LG0104                          STATION DESCRIPTION
 LG0104
 LG0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0104'1.7 MI SE FROM WEEPING WATER.
 LG0104'1.7 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0104'STATION AT WEEPING WATER, 0.5 MILE EAST OF THE JUNCTION OF TWO
 LG0104'BRANCHES OF THE RAILROAD, 45 FEET SOUTH OF THE SOUTH RAIL, 1.8
 LG0104'FEET NORTH OF THE FENCE, 1.4 FEET WEST OF A METAL WITNESS POST
 LG0104'WITH SIGN, 1 FOOT LOWER THAN THE RAILROAD, SET IN TOP OF A
 LG0104'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 LG0104
 LG0104                          STATION RECOVERY (1964)
 LG0104
 LG0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0597 ***********************************************************************
 NP0597  DESIGNATION -  JACK
 NP0597  PID         -  NP0597
 NP0597  STATE/COUNTY-  NE/SHERIDAN
 NP0597  COUNTRY     -  US
 NP0597  USGS QUAD   -  RUSHVILLE SE (2017)
 NP0597
 NP0597                         *CURRENT SURVEY CONTROL
 NP0597  ______________________________________________________________________
 NP0597* NAD 83(1995) POSITION- 42 34 04.74174(N) 102 19 20.43697(W)   ADJUSTED
 NP0597* NAVD 88 ORTHO HEIGHT -  1163.8   (meters)     3818.    (feet) VERTCON
 NP0597  ______________________________________________________________________
 NP0597  GEOID HEIGHT    -        -18.242 (meters)                     GEOID18
 NP0597  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 NP0597  HORZ ORDER      -  SECOND
 NP0597
 NP0597.The horizontal coordinates were established by classical geodetic methods
 NP0597.and adjusted by the National Geodetic Survey in August 1997.
 NP0597
 NP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0597
 NP0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0597.GEOID18 height accuracy estimate available here.
 NP0597
 NP0597.Click photographs - Photos may exist for this station.
 NP0597
 NP0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0597
 NP0597. The following values were computed from the NAD 83(1995) position.
 NP0597
 NP0597;                    North         East     Units Scale Factor Converg.
 NP0597;SPC NE       -   306,193.912   309,367.792   MT  0.99983069   -1 32 20.4
 NP0597;SPC NE       - 1,004,571.19  1,014,984.16   sFT  0.99983069   -1 32 20.4
 NP0597;UTM  13      - 4,716,317.340   719,781.092   MT  1.00019433   +1 48 43.4
 NP0597
 NP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0597!SPC NE       -   0.99982037  x   0.99983069  =   0.99965109
 NP0597!UTM  13      -   0.99982037  x   1.00019433  =   1.00001467
 NP0597
 NP0597:                Primary Azimuth Mark                     Grid Az
 NP0597:SPC NE       -  JACK AZ MK                               003 14 43.4
 NP0597:UTM  13      -  JACK AZ MK                               359 53 39.6
 NP0597
 NP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1978116317(NAD 83)
 NP0597
 NP0597|---------------------------------------------------------------------|
 NP0597| PID    Reference Object                     Distance      Geod. Az  |
 NP0597|                                                           dddmmss.s |
 NP0597| CQ4068 JACK AZ MK                                         0014223.0 |
 NP0597| CQ4069 JACK RM 1                            24.321 METERS 06023     |
 NP0597| CQ4070 JACK RM 2                            26.419 METERS 12743     |
 NP0597|---------------------------------------------------------------------|
 NP0597
 NP0597                          SUPERSEDED SURVEY CONTROL
 NP0597
 NP0597  NAD 83(1993)-  42 34 04.73708(N)    102 19 20.43987(W) AD(       ) 2
 NP0597  NAD 83(1986)-  42 34 04.73226(N)    102 19 20.43877(W) AD(       ) 2
 NP0597  NAD 27      -  42 34 04.75343(N)    102 19 18.80089(W) AD(       ) 2
 NP0597  NGVD 29 (07/19/86) 1163.3    (m)         3817.     (f) VERT ANG       
 NP0597
 NP0597.Superseded values are not recommended for survey control.
 NP0597
 NP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0597.See file dsdata.pdf to determine how the superseded data were derived.
 NP0597
 NP0597_MARKER: DD = SURVEY DISK
 NP0597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0597+WITH SETTING: INFORMATION.
 NP0597_STAMPING: JACK ET 1968
 NP0597_MARK LOGO: USGS
 NP0597_PROJECTION: FLUSH
 NP0597_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0597
 NP0597  HISTORY     - Date     Condition        Report By
 NP0597  HISTORY     - 1968     MONUMENTED       USGS
 NP0597
 NP0597                          STATION DESCRIPTION
 NP0597
 NP0597'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0597'THE STATION IS ABOUT 16.4 MI S. AND 6.0 MI W. OF GORDON, NEAR
 NP0597'THE S. SIXTEENTH COR. BETWEEN SECS. 23 AND 24, T. 30 N., R. 43
 NP0597'W.  0.25 MI N. OF T-FENCE E., ABOUT 0.05 MI E. OF TRAIL ON
 NP0597'HIGHEST HILL.
 NP0597'
 NP0597'TO REACH FROM THE CENTER OF GORDON, GO S. ON STATE HWY. 27, 6.2
 NP0597'MI TO A CROSSROAD, TURN RIGHT AND GO W. 4.0 MI TO A CROSSROADS,
 NP0597'TURN LEFT AND GO S. 5.0 MI TO A T-RD. N. AND TRAIL S., CONTINUE
 NP0597'S. THROUGH CAR GATE AND FOLLOW TRAIL 1.2 MI TO A CAR GATE, GO
 NP0597'W. THROUGH CAR GATE 0.2 MI TO ANOTHER CAR GATE, CONTINUE S. AND
 NP0597'W. ON TRAIL FOR 0.6 MI TO A CAR GATE, CONTINUE GENERALLY W.
 NP0597'FOR 0.75 MI TO BRIDGE CROSSING NIOBRARA RIVER, CROSS BRIDGE
 NP0597'AND CONTINUE S. 0.3 MI TO A CAR GATE, CONTINUE S. ON TRAIL
 NP0597'FOR 1.25 MI TO A CAR GATE, CONTINUE S. AND SW. FOR 0.8 MI TO
 NP0597'WIRE GATE, PASS THROUGH GATE AND CONTINUE S. AND SW. 1.15 MI
 NP0597'TO A FENCE COR. AND AZIMUTH MARK ON LEFT.  CONTINUE S. ON
 NP0597'NEW TRAIL 0.85 MI TO HIGHEST HILL IN VICINITY AND STATION ON
 NP0597'LEFT.
 NP0597'
 NP0597'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET JACK 1968, IS
 NP0597'154 FT E. OF TRAIL.  69.60 FT W. OF FENCE LINE, THE MARK IS
 NP0597'FLUSH WITH THE GROUND.
 NP0597'
 NP0597'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED JACK NO 1 1968 IS
 NP0597'0.6 FT E. OF FENCE, THE MARK IS NE. OF THE STATION AND IS FLUSH
 NP0597'WITH THE GROUND.
 NP0597'
 NP0597'REFERENCE MARK NO. 2 A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED JACK NO 2 1968
 NP0597'IS 0.6 FT W. OF FENCE, THE MARK IS ESE. OF THE STATION AND IS
 NP0597'FLUSH WITH THE GROUND.
 NP0597'
 NP0597'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED JACK AZIMUTH MARK
 NP0597'1968 IS ABOUT 0.85 MI NNE. OF STATION IN E.-W. FENCE LINE.
 NP0597'111.68 FT E. OF FENCE COR., THE MARK IS FLUSH WITH THE GROUND.
 NP0597'
 NP0597'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2009 ***********************************************************************
 MK2009  DESIGNATION -  JACK
 MK2009  PID         -  MK2009
 MK2009  STATE/COUNTY-  NE/SARPY
 MK2009  COUNTRY     -  US
 MK2009  USGS QUAD   -  ASHLAND EAST (2017)
 MK2009
 MK2009                         *CURRENT SURVEY CONTROL
 MK2009  ______________________________________________________________________
 MK2009* NAD 83(1995) POSITION- 41 05 42.97427(N) 096 15 11.70792(W)   ADJUSTED
 MK2009* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 MK2009  ______________________________________________________________________
 MK2009  GEOID HEIGHT    -        -26.529 (meters)                     GEOID18
 MK2009  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 MK2009  HORZ ORDER      -  SECOND
 MK2009
 MK2009.The horizontal coordinates were established by classical geodetic methods
 MK2009.and adjusted by the National Geodetic Survey in August 1997.
 MK2009
 MK2009.The orthometric height was scaled from a topographic map.
 MK2009
 MK2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2009.GEOID18 height accuracy estimate available here.
 MK2009
 MK2009.Click photographs - Photos may exist for this station.
 MK2009
 MK2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2009
 MK2009. The following values were computed from the NAD 83(1995) position.
 MK2009
 MK2009;                    North         East     Units Scale Factor Converg.
 MK2009;SPC NE       -   146,925.282   814,581.055   MT  0.99968411   +2 28 58.6
 MK2009;SPC NE       -   482,037.36  2,672,504.68   sFT  0.99968411   +2 28 58.6
 MK2009;UTM  14      - 4,552,969.200   730,684.918   MT  1.00025500   +1 48 22.6
 MK2009
 MK2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2009!SPC NE       -   0.99994297  x   0.99968411  =   0.99962710
 MK2009!UTM  14      -   0.99994297  x   1.00025500  =   1.00019796
 MK2009
 MK2009:                Primary Azimuth Mark                     Grid Az
 MK2009:SPC NE       -  ASHLAND RADIO MAST                       225 40 21.6
 MK2009:UTM  14      -  ASHLAND RADIO MAST                       226 20 57.6
 MK2009
 MK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3068452969(NAD 83)
 MK2009
 MK2009|---------------------------------------------------------------------|
 MK2009| PID    Reference Object                     Distance      Geod. Az  |
 MK2009|                                                           dddmmss.s |
 MK2009| CL7175 JACK RM 1                            15.572 METERS 17901     |
 MK2009| MK2011 ASHLAND RADIO MAST                  APPROX.11.0 KM 2280920.2 |
 MK2009| CL7176 JACK RM 2                            16.130 METERS 25338     |
 MK2009|---------------------------------------------------------------------|
 MK2009
 MK2009                          SUPERSEDED SURVEY CONTROL
 MK2009
 MK2009  NAD 83(1986)-  41 05 42.98438(N)    096 15 11.70996(W) AD(       ) 2
 MK2009  NAD 27      -  41 05 42.98483(N)    096 15 10.62951(W) AD(       ) 2
 MK2009
 MK2009.Superseded values are not recommended for survey control.
 MK2009
 MK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2009.See file dsdata.pdf to determine how the superseded data were derived.
 MK2009
 MK2009_MARKER: DD = SURVEY DISK
 MK2009_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2009+WITH SETTING: INFORMATION.
 MK2009_STAMPING: ET JACK 1967
 MK2009_MARK LOGO: USGS
 MK2009_PROJECTION: FLUSH
 MK2009_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2009
 MK2009  HISTORY     - Date     Condition        Report By
 MK2009  HISTORY     - 1967     MONUMENTED       USGS
 MK2009
 MK2009                          STATION DESCRIPTION
 MK2009
 MK2009'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2009'THE STATION IS LOCATED ABOUT 4.0 MI N. AND 5.5 MI E. OF ASHLAND,
 MK2009'T. 13 N., R. 10 E., NEAR THE COR. SECS. 11, 12, 13, AND 14, 229
 MK2009'FT N., 19 FT E. OF CENTER OVERPASS STAMPED ET JACK 1967.
 MK2009'
 MK2009'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO E.
 MK2009'ALONG SILVER ST. AND CITY RT. NO. 6 FOR 0.65 MI TO JCT U.S.
 MK2009'HWY. 6, TURN LEFT (NE.) AND GO ALONG HWY. 6 FOR 6.1 MI TO JCT.
 MK2009'HWY. 31 TO E., TURN RIGHT (E.) AND GO 0.6 MI TO N. END OF OVERPASS
 MK2009'AT HWY. 31 AND 80.
 MK2009'
 MK2009'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON 0.5
 MK2009'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 MK2009'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2009'
 MK2009'REFERENCE MARK 1 IS S. OF THE STATION, 178 FT N., 20 FT E. OF
 MK2009'CENTER OF OVERPASS STAMPED JACK NO 1 1967.
 MK2009'
 MK2009'REFERENCE MARK 2 IS W. OF THE STATION, 216 FT N., 31 FT W. OF
 MK2009'CENTER OF OVERPASS STAMPED JACK NO 2 1967.
 MK2009'
 MK2009'AZIMUTH MARK - NONE SET.
 MK2009'
 MK2009'REFERENCE MARK OBSERVED TO RED LIGHT ATOP RADIO MAST ABOUT 1.0
 MK2009'MI SE. OF ASHLAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0435 ***********************************************************************
 NO0435  DESIGNATION -  JACKSON
 NO0435  PID         -  NO0435
 NO0435  STATE/COUNTY-  NE/CHERRY
 NO0435  COUNTRY     -  US
 NO0435  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0435
 NO0435                         *CURRENT SURVEY CONTROL
 NO0435  ______________________________________________________________________
 NO0435* NAD 83(1995) POSITION- 42 54 26.75090(N) 100 39 23.25446(W)   ADJUSTED
 NO0435* NAVD 88 ORTHO HEIGHT -   849.    (meters)     2785.    (feet) SCALED
 NO0435  ______________________________________________________________________
 NO0435  GEOID HEIGHT    -        -21.693 (meters)                     GEOID18
 NO0435  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 NO0435  HORZ ORDER      -  THIRD
 NO0435
 NO0435.The horizontal coordinates were established by classical geodetic methods
 NO0435.and adjusted by the National Geodetic Survey in August 1997.
 NO0435
 NO0435.The orthometric height was scaled from a topographic map.
 NO0435
 NO0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0435.GEOID18 height accuracy estimate available here.
 NO0435
 NO0435.Click photographs - Photos may exist for this station.
 NO0435
 NO0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0435
 NO0435. The following values were computed from the NAD 83(1995) position.
 NO0435
 NO0435;                    North         East     Units Scale Factor Converg.
 NO0435;SPC NE       -   341,541.283   446,394.086   MT  0.99995885   -0 26 06.1
 NO0435;SPC NE       - 1,120,540.03  1,464,544.60   sFT  0.99995885   -0 26 06.1
 NO0435;UTM  14      - 4,751,866.171   364,780.795   MT  0.99982494   -1 07 40.5
 NO0435
 NO0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0435!SPC NE       -   0.99987023  x   0.99995885  =   0.99982908
 NO0435!UTM  14      -   0.99987023  x   0.99982494  =   0.99969519
 NO0435
 NO0435:                Primary Azimuth Mark                     Grid Az
 NO0435:SPC NE       -  JACKSON AZ MK                            048 48 33.7
 NO0435:UTM  14      -  JACKSON AZ MK                            049 30 08.1
 NO0435
 NO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6478051866(NAD 83)
 NO0435
 NO0435|---------------------------------------------------------------------|
 NO0435| PID    Reference Object                     Distance      Geod. Az  |
 NO0435|                                                           dddmmss.s |
 NO0435| CO3795 JACKSON RM 1                         15.615 METERS 02800     |
 NO0435| CO3794 JACKSON AZ MK                                      0482227.6 |
 NO0435| NO0431 VALENTINE W MUNICIPAL TANK          APPROX. 8.7 KM 1040235.9 |
 NO0435| CO3796 JACKSON RM 2                         13.742 METERS 26800     |
 NO0435|---------------------------------------------------------------------|
 NO0435
 NO0435                          SUPERSEDED SURVEY CONTROL
 NO0435
 NO0435  NAD 83(1986)-  42 54 26.75078(N)    100 39 23.26686(W) AD(       ) 3
 NO0435  NAD 27      -  42 54 26.73100(N)    100 39 21.76200(W) AD(       ) 3
 NO0435
 NO0435.Superseded values are not recommended for survey control.
 NO0435
 NO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0435.See file dsdata.pdf to determine how the superseded data were derived.
 NO0435
 NO0435_MARKER: DS = TRIANGULATION STATION DISK
 NO0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0435_STAMPING: JACKSON 1949
 NO0435_MARK LOGO: CGS
 NO0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0435+STABILITY: SURFACE MOTION
 NO0435
 NO0435  HISTORY     - Date     Condition        Report By
 NO0435  HISTORY     - 1949     MONUMENTED       CGS
 NO0435
 NO0435                          STATION DESCRIPTION
 NO0435
 NO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0435'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST AND 2-1/4 MILES
 NO0435'NORTH OF VALENTINE AND ABOUT 5.0 MILES EAST AND 1.0 MILE SOUTH
 NO0435'OF CROOKSTON ON THE HIGHEST POINT OF A LOW FLAT TOPPED EAST-WEST
 NO0435'RIDGE AND ON LAND OWNED BY THE JACKSON BROTHERS.  IT IS ON
 NO0435'THE APPROXIMATE CENTER OF THE RIDGE 5-1/2 FEET NORTH OF WITNESS
 NO0435'POST, STAMPED JACKSON 1949 AND PROJECTS 5 INCHES.
 NO0435'
 NO0435'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 NO0435'OPEN AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NO0435'IT IS STAMPED JACKSON NO 1 1949 AND PROJECTS 2 INCHES.
 NO0435'
 NO0435'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE OPEN
 NO0435'AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NO0435'IT IS STAMPED JACKSON NO 2 1949 AND PROJECTS 2 INCHES.
 NO0435'
 NO0435'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0435'IS 83.46 FEET
 NO0435'
 NO0435'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 12 FEET WEST
 NO0435'OF FENCE CORNER, 22 FEET SOUTH OF CENTER OF ROAD TO FARM HOUSE,
 NO0435'3 FEET NORTH OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST
 NO0435'FENCE LINE.  IT IS STAMPED JACKSON 1949 AND PROJECTS 2 INCHES.
 NO0435'
 NO0435'TO REACH THE STATION FROM THE CHERRY COUNTY COURT HOUSE IN
 NO0435'VALENTINE, GO WEST AND NORTH ON U.S. HIGHWAY 83 FOR 3.2 MILES
 NO0435'TO CROSSROAD, TURN LEFT AND GO WEST KEEPING LEFT AT FORK FOR
 NO0435'3.2 MILES TO ROCK SCHOOL HOUSE ON THE RIGHT, CONTINUE WEST
 NO0435'FOR 0.45 MILE TO FENCE CORNER ON THE LEFT AND AZIMUTH MARK
 NO0435'AS DESCRIBED, BEAR LEFT AND GO 0.25 MILE TO GATE IN FENCE LINE
 NO0435'JUST WEST OF BRICK SILO, PASS THROUGH GATE AND GO
 NO0435'SOUTH-SOUTHWEST ACROSS SMALL PASTURE FOR 0.2 MILE TO GATE IN
 NO0435'FENCE CORNER JUST SOUTHEAST OF A SMALL ROCK HOUSE, PASS
 NO0435'THROUGH GATE, TURN RIGHT AND GO WEST-SOUTHWEST ACROSS PASTURE
 NO0435'FOR 0.4 MILE TO THE TOP OF THE FLAT TOPPED RIDGE AND
 NO0435'STATION AS DESCRIBED.
 NO0435'
 NO0435'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1161 ***********************************************************************
 LH1161  DESIGNATION -  JACKSON
 LH1161  PID         -  LH1161
 LH1161  STATE/COUNTY-  NE/NUCKOLLS
 LH1161  COUNTRY     -  US
 LH1161  USGS QUAD   -  FAIRFIELD SE (2017)
 LH1161
 LH1161                         *CURRENT SURVEY CONTROL
 LH1161  ______________________________________________________________________
 LH1161* NAD 83(1995) POSITION- 40 16 41.99631(N) 098 03 59.26429(W)   ADJUSTED
 LH1161* NAVD 88 ORTHO HEIGHT -   542.    (meters)     1778.    (feet) SCALED
 LH1161  ______________________________________________________________________
 LH1161  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 LH1161  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LH1161  HORZ ORDER      -  SECOND
 LH1161
 LH1161.The horizontal coordinates were established by classical geodetic methods
 LH1161.and adjusted by the National Geodetic Survey in August 1997.
 LH1161
 LH1161.The orthometric height was scaled from a topographic map.
 LH1161
 LH1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1161.GEOID18 height accuracy estimate available here.
 LH1161
 LH1161.Click photographs - Photos may exist for this station.
 LH1161
 LH1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1161
 LH1161. The following values were computed from the NAD 83(1995) position.
 LH1161
 LH1161;                    North         East     Units Scale Factor Converg.
 LH1161;SPC NE       -    51,248.134   664,407.419   MT  0.99988576   +1 16 52.9
 LH1161;SPC NE       -   168,136.59  2,179,810.01   sFT  0.99988576   +1 16 52.9
 LH1161;UTM  14      - 4,459,068.136   579,362.600   MT  0.99967753   +0 36 12.8
 LH1161
 LH1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1161!SPC NE       -   0.99991905  x   0.99988576  =   0.99980482
 LH1161!UTM  14      -   0.99991905  x   0.99967753  =   0.99959661
 LH1161
 LH1161:                Primary Azimuth Mark                     Grid Az
 LH1161:SPC NE       -  JACKSON AZ MK 2                          270 41 59.6
 LH1161:UTM  14      -  JACKSON AZ MK 2                          271 22 39.7
 LH1161
 LH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7936259068(NAD 83)
 LH1161
 LH1161|---------------------------------------------------------------------|
 LH1161| PID    Reference Object                     Distance      Geod. Az  |
 LH1161|                                                           dddmmss.s |
 LH1161| LH1595 JACKSON RM 4                         19.551 METERS 00348     |
 LH1161| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.12.9 KM 0385814.4 |
 LH1161| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.21.8 KM 0793530.4 |
 LH1161| LH1160 JACKSON RM 3                         13.300 METERS 17637     |
 LH1161| LH1166 NELSON MUNICIPAL TANK               APPROX. 8.3 KM 1835034.4 |
 LH1161| LH1594 JACKSON RM 1                         22.827 METERS 26647     |
 LH1161| LH1162 JACKSON AZ MK 2                     APPROX. 0.6 KM 2715852.5 |
 LH1161| LH1185 LAWRENCE MUNICIPAL TANK             APPROX.16.5 KM 2743727.8 |
 LH1161| LG1463 JACKSON AZ MK                                      3542150.9 |
 LH1161| CN8859 JACKSON RM 2                         17.895 METERS 35649     |
 LH1161|---------------------------------------------------------------------|
 LH1161
 LH1161                          SUPERSEDED SURVEY CONTROL
 LH1161
 LH1161  NAD 83(1986)-  40 16 42.00233(N)    098 03 59.26369(W) AD(       ) 2
 LH1161  NAD 27      -  40 16 41.96200(N)    098 03 58.10700(W) AD(       ) 2
 LH1161
 LH1161.Superseded values are not recommended for survey control.
 LH1161
 LH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1161.See file dsdata.pdf to determine how the superseded data were derived.
 LH1161
 LH1161_MARKER: DS = TRIANGULATION STATION DISK
 LH1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1161_STAMPING: JACKSON 1947
 LH1161_MARK LOGO: CGS
 LH1161_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1161+STABILITY: SURFACE MOTION
 LH1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1161+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1980
 LH1161
 LH1161  HISTORY     - Date     Condition        Report By
 LH1161  HISTORY     - 1947     MONUMENTED       CGS
 LH1161  HISTORY     - 1950     GOOD             CGS
 LH1161  HISTORY     - 1980     GOOD             NGS
 LH1161  HISTORY     - 19801104 GOOD             NGS
 LH1161
 LH1161                          STATION DESCRIPTION
 LH1161
 LH1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1161'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF NELSON, IN THE
 LH1161'SOUTHEAST ANGLE OF CROSSROADS AND ON GROUNDS OF A SMALL CHURCH.
 LH1161'IT IS 185 FEET EAST OF THE CENTER OF STATE ROUTE NO 14, 29
 LH1161'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 16 FEET WEST-SOUTHWEST
 LH1161'OF FENCE CORNER AND 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LH1161'THE CHURCH.  IT IS STAMPED JACKSON 1947 AND SET FLUSH WITH THE
 LH1161'GROUND SURFACE.
 LH1161'
 LH1161'REFERENCE MARK NO 1 IS WEST OF THE STATION, 33 FEET SOUTH OF
 LH1161'THE CENTER OF THE EAST-WEST ROAD AND 45 FEET NORTH-NORTHWEST OF
 LH1161'THE NORTHEAST CORNER OF THE CHURCH AND 1 FOOT EAST OF CONCRETE
 LH1161'RIGHT-OF-WAY POST.  IT IS STAMPED JACKSON NO 1 1947 AND SET
 LH1161'FLUSH WITH THE GROUND SURFACE.
 LH1161'
 LH1161'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 30 FEET NORTH OF
 LH1161'THE CENTER OF EAST-WEST ROAD AND 6 INCHES SOUTH OF EAST-WEST
 LH1161'FENCE LINE.  IT IS STAMPED JACKSON NO 2 1947 AND PROJECTS 2
 LH1161'INCHES.
 LH1161'
 LH1161'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHWEST OF THE
 LH1161'STATION, 35 FEET WEST OF THE CENTER OF STATE ROUTE NO 14 AND
 LH1161'1 FOOT SOUTH OF TELEPHONE POLE.  IT IS STAMPED JACKSON 1947 AND
 LH1161'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO NORTH ON
 LH1161'STATE ROUTE 14 FOR 0.4 MILE TO THE MARK ON THE WEST SIDE AS
 LH1161'DESCRIBED.
 LH1161'
 LH1161'TO REACH THE STATION FROM THE MAIN INTERSECTION IN NELSON, GO
 LH1161'NORTH ON STATE ROUTE NO 14 FOR 5.2 MILES TO CROSSROADS AND
 LH1161'CHURCH IN SOUTHEAST ANGLE AND STATION IN NORTHEAST CORNER OF
 LH1161'CHURCH YARD AS DESCRIBED.
 LH1161'
 LH1161'A 74 FOOT SIGNAL AT STATION LOONTJER IS V.G.
 LH1161'
 LH1161'A 4 FOOT SIGNAL AT STATION NORA IS V.G.
 LH1161'
 LH1161'AN 87 FOOT SIGNAL AT STATION SKULLY IS VISIBLE AT 37 FEET.
 LH1161'
 LH1161'A 4 FOOT SIGNAL AT STATION CLARE IS VISIBLE AT 37 FEET
 LH1161'
 LH1161'A 74 FOOT SIGNAL AT STATION BANGERT IS V.G.
 LH1161'
 LH1161'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1161
 LH1161                          STATION RECOVERY (1950)
 LH1161
 LH1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1161'THE STATION WAS RECOVERED AS DESCRIBED IN 1947 AND ALL MARKS
 LH1161'WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LH1161'REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE CHECKED.
 LH1161'THE OLD DESCRIPTION IS ADEQUATE.
 LH1161'
 LH1161'A POWER LINE HAS BEEN ERECTED DIRECTLY ABOVE THE STATION AND
 LH1161'A SIGNAL COULD NOT BE ERECTED OVER THE STATION MARK.  A NEW
 LH1161'REFERENCE MARK NO. 3 WAS SET AND OCCUPIED.  IT IS 13.300 METERS
 LH1161'OR 43.64 FEET (TRAVERSE) SOUTH OF THE STATION, 69 FEET NORTHEAST
 LH1161'OF THE NORTHEAST CORNER OF THE CHURCH, 15 FEET SOUTHWEST OF
 LH1161'THE FENCE AND 13 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 LH1161'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LH1161'STAMPED JACKSON NO 3 1950.
 LH1161
 LH1161                          STATION RECOVERY (1980)
 LH1161
 LH1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1161'THE SURFACE STATION MARK, REFERENCE MARKS 1, 4, THE AZIMUTH MARK AND
 LH1161'JACKSON 1947 AZ MK 2 WERE RECOVERED IN GOOD CONDITION AND AS
 LH1161'DESCRIBED IN 1975.  THE AZIMUTH WAS OBSTRUCTED AND IN THE WAY OF ROAD
 LH1161'CONSTRUCTION, THEREFORE, IT WAS DESTROYED THIS DATE.  THE NELSON
 LH1161'MUNICIPAL WATER TANK IS NOW OBSTRUCTED BY TREE GROWTH AND NO OTHER
 LH1161'OBJECTS ARE GROUND VISIBLE.  THE DISTANCES TO THE REFERENCE MARKS
 LH1161'AGREED WITH 1975 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS
 LH1161'5 SECONDS SMALLER THAN 1975 DATA AND THE DIRECTION TO REFERENCE MARK 4
 LH1161'WAS 44 SECONDS LARGER.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1161'
 LH1161'THE 1975 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THIS STATION.
 LH1161'
 LH1161'REBAR WAS DRIVEN ALONG SIDE ALL MARKS EXCEPT REFERENCE MARK 4 WHICH IS
 LH1161'ALUMINUM AND CONTAINS A BAR MAGNET.
 LH1161
 LH1161                          STATION RECOVERY (1980)
 LH1161
 LH1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1161'RECOVERED AS DESCRIBED.  THE ORIGINAL AZIMUTH MARK, WHICH HAD BEEN
 LH1161'REPLACED BY AZIMUTH MARK 2 IN 1975, WAS DESTROYED THIS DATE BECAUSE OF
 LH1161'ROAD CONSTRUCTION.  THE STATION WAS ALSO VISITED ON 10-07-87 IN ORDER
 LH1161'TO VERIFY THE AZIMUTH TO AZIMUTH MARK 2.  A DISCREPANCY WAS FOUND,
 LH1161'THEREFORE A POLARIS OBSERVATION WAS TAKEN.  THERE WERE NO CHANGES
 LH1161'BETWEEN 1980 AND 1987 AT THE STATION SITE.  THE FOLLOWING DESCRIPTION
 LH1161'IS DERIVED FROM BOTH VISITS. THE STATION IS LOCATED ABOUT 5 MI (8.0
 LH1161'KM) NORTH FROM NELSON, ABOUT 200 FT (61.0 M) EAST FROM STATE HIGHWAY
 LH1161'14 AND IS ON THE SOUTH RIGHT-OF-WAY OF AN EAST/WEST, GRADED COUNTY
 LH1161'ROAD. TO REACH FROM THE COURTHOUSE IN NELSON, GO NORTH ON HIGHWAY 14
 LH1161'FOR 5.2 MI (8.4 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST
 LH1161'FOR ABOUT 200 FT (61.0 M) TO THE STATION ON THE RIGHT. THE SURFACE
 LH1161'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 LH1161'THE GROUND.  IT IS 50.0 FT (15.2 M) EAST FROM A POWER POLE, 31.0 FT
 LH1161'(9.4 M) SOUTH FROM THE CENTERLINE OF THE GRAVELED ROAD AND 1.5 FT (0.5
 LH1161'M) NORTHEAST FROM A WITNESS POST. FOR FURTHER DETAILS SEE THE
 LH1161'DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1162 ***********************************************************************
 LH1162  DESIGNATION -  JACKSON AZ MK 2
 LH1162  PID         -  LH1162
 LH1162  STATE/COUNTY-  NE/NUCKOLLS
 LH1162  COUNTRY     -  US
 LH1162  USGS QUAD   -  FAIRFIELD SE (2017)
 LH1162
 LH1162                         *CURRENT SURVEY CONTROL
 LH1162  ______________________________________________________________________
 LH1162* NAD 83(1995) POSITION- 40 16 42.61798(N) 098 04 22.75298(W)   ADJUSTED
 LH1162* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 LH1162  ______________________________________________________________________
 LH1162  GEOID HEIGHT    -        -26.148 (meters)                     GEOID18
 LH1162  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 LH1162  HORZ ORDER      -  THIRD
 LH1162
 LH1162.The horizontal coordinates were established by classical geodetic methods
 LH1162.and adjusted by the National Geodetic Survey in August 1997.
 LH1162
 LH1162.The orthometric height was scaled from a topographic map.
 LH1162
 LH1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1162.GEOID18 height accuracy estimate available here.
 LH1162
 LH1162.Click photographs - Photos may exist for this station.
 LH1162
 LH1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1162
 LH1162. The following values were computed from the NAD 83(1995) position.
 LH1162
 LH1162;                    North         East     Units Scale Factor Converg.
 LH1162;SPC NE       -    51,254.916   663,852.298   MT  0.99988570   +1 16 37.3
 LH1162;SPC NE       -   168,158.84  2,177,988.75   sFT  0.99988570   +1 16 37.3
 LH1162;UTM  14      - 4,459,081.481   578,807.715   MT  0.99967645   +0 35 57.7
 LH1162
 LH1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1162!SPC NE       -   0.99991890  x   0.99988570  =   0.99980460
 LH1162!UTM  14      -   0.99991890  x   0.99967645  =   0.99959537
 LH1162
 LH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7880759081(NAD 83)
 LH1162
 LH1162                          SUPERSEDED SURVEY CONTROL
 LH1162
 LH1162  NAD 83(1986)-  40 16 42.62393(N)    098 04 22.75255(W) AD(       ) 3
 LH1162  NAD 83(1986)-  40 16 42.62626(N)    098 04 22.75180(W) AD(       ) 3
 LH1162  NAD 27      -  40 16 42.58618(N)    098 04 21.59438(W) AD(       ) 3
 LH1162
 LH1162.Superseded values are not recommended for survey control.
 LH1162
 LH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1162.See file dsdata.pdf to determine how the superseded data were derived.
 LH1162
 LH1162_MARKER: DZ = AZIMUTH MARK DISK
 LH1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1162_STAMPING: JACKSON 1947 AZ 2 1975
 LH1162_MARK LOGO: NGS
 LH1162_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1162+STABILITY: SURFACE MOTION
 LH1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1162+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1980
 LH1162
 LH1162  HISTORY     - Date     Condition        Report By
 LH1162  HISTORY     - 1975     MONUMENTED       NGS
 LH1162  HISTORY     - 1975     GOOD             NGS
 LH1162  HISTORY     - 19801104 GOOD             NGS
 LH1162
 LH1162                          STATION DESCRIPTION
 LH1162
 LH1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1162'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF NELSON, 1/4 MILE WEST OF
 LH1162'STATE HIGHWAY 14 AND ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST, GRADED
 LH1162'COUNTY ROAD.
 LH1162'
 LH1162'TO REACH THE STATION FROM THE COURTHOUSE IN NELSON, GO NORTH ON STATE
 LH1162'HIGHWAY 14 FOR 5.2 MILES TO A GRADED CROSSROAD.  TURN LEFT AND GO WEST
 LH1162'ON THE GRADED ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AT A GATE
 LH1162'AND A FIELD ENTRANCE.
 LH1162'
 LH1162'THE STATION IS A STANDARD DISK, STAMPED---JACKSON 1947 AZ 2 1975---
 LH1162'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 37 FEET
 LH1162'NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST OF THE WEST GATE
 LH1162'POST, 1.0 FOOT NORTH OF A WITNESS POST AND 0.5 FOOT NORTH OF A FENCE.
 LH1162'
 LH1162'A LENGTH OF REBAR WAS DRIVEN ALONG THE SIDE OF THE MARK.
 LH1162
 LH1162                          STATION RECOVERY (1975)
 LH1162
 LH1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LH1162'RECOVERED IN GOOD CONDITION.
 LH1162
 LH1162                          STATION RECOVERY (1980)
 LH1162
 LH1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LH1162'THE MARK WAS RECOVERED IN GOOD CONDITION THIS DATE AND WAS REVISITED
 LH1162'ON 10-07-1987 WHEN A POLARIS OBSERVATION WAS MADE AT STATION JACKSON
 LH1162'TO THIS MARK.  FOLLOWING IS A COMPLETE DESCRIPTION WHICH WAS VALID IN
 LH1162'1987.
 LH1162'THE STATION IS ABOUT 5.0 MI (8.0 KM) NORTH FROM NELSON, 0.3 MI
 LH1162'(0.5 KM) WEST FROM STATE HIGHWAY 14 AND ON THE NORTH RIGHT-OF-WAY OF
 LH1162'A COUNTY ROAD.
 LH1162'TO REACH FROM THE COURTHOUSE IN NELSON, GO NORTH ON HIGHWAY 14 FOR 5.2
 LH1162'MI (8.4 KM) TO A GRAVELED CROSSROAD AND STATION JACKSON ON THE RIGHT.
 LH1162'TURN LEFT AND GO WEST ON THE GRAVELDED ROAD FOR 0.3 MI (0.5 KM) TO
 LH1162'THE MARK ON THE RIGHT, AT A FIELD ENTRANCE.
 LH1162'THE MARK IS SET INTO THE TOP OF ROUND CONCRETE POST THAT IS FLUSH. IT
 LH1162'IS 37.0 FT (11.3 M) NORTH FROM THE CENTERLINE OF THE ROAD, 5.0 FT
 LH1162'(1.5 M) WEST FROM THE WEST GATEPOST OF A GATE, 1.0 FT (0.3 M) NORTH
 LH1162'FROM A WITNESS POST AND 0.5 FT (0.2 M) NORTH FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1228 ***********************************************************************
 LH1228  DESIGNATION -  JACOBSEN
 LH1228  PID         -  LH1228
 LH1228  STATE/COUNTY-  NE/KEARNEY
 LH1228  COUNTRY     -  US
 LH1228  USGS QUAD   -  UPLAND (2017)
 LH1228
 LH1228                         *CURRENT SURVEY CONTROL
 LH1228  ______________________________________________________________________
 LH1228* NAD 83(1995) POSITION- 40 21 16.62816(N) 098 56 59.73541(W)   ADJUSTED
 LH1228* NAVD 88 ORTHO HEIGHT -   680.    (meters)     2231.    (feet) SCALED
 LH1228  ______________________________________________________________________
 LH1228  GEOID HEIGHT    -        -25.485 (meters)                     GEOID18
 LH1228  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 LH1228  HORZ ORDER      -  THIRD
 LH1228
 LH1228.The horizontal coordinates were established by classical geodetic methods
 LH1228.and adjusted by the National Geodetic Survey in August 1997.
 LH1228
 LH1228.The orthometric height was scaled from a topographic map.
 LH1228
 LH1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1228.GEOID18 height accuracy estimate available here.
 LH1228
 LH1228.Click photographs - Photos may exist for this station.
 LH1228
 LH1228.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1228
 LH1228. The following values were computed from the NAD 83(1995) position.
 LH1228
 LH1228;                    North         East     Units Scale Factor Converg.
 LH1228;SPC NE       -    58,421.138   589,189.429   MT  0.99985848   +0 41 45.2
 LH1228;SPC NE       -   191,670.02  1,933,032.32   sFT  0.99985848   +0 41 45.2
 LH1228;UTM  14      - 4,467,118.863   504,252.066   MT  0.99960022   +0 01 56.7
 LH1228
 LH1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1228!SPC NE       -   0.99989729  x   0.99985848  =   0.99975579
 LH1228!UTM  14      -   0.99989729  x   0.99960022  =   0.99949756
 LH1228
 LH1228:                Primary Azimuth Mark                     Grid Az
 LH1228:SPC NE       -  JACOBSEN AZ MK RESET                     355 11 14.4
 LH1228:UTM  14      -  JACOBSEN AZ MK RESET                     355 51 02.9
 LH1228
 LH1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0425267118(NAD 83)
 LH1228
 LH1228|---------------------------------------------------------------------|
 LH1228| PID    Reference Object                     Distance      Geod. Az  |
 LH1228|                                                           dddmmss.s |
 LH1228| LH1229 FREDRICKSBURG EVAN LUTH CH          APPROX. 8.1 KM 0120440.8 |
 LH1228| CN8863 JACOBSEN RM 1                        12.192 METERS 07112     |
 LH1228| LH1344 HILDRETH MUNICIPAL TANK             APPROX. 8.2 KM 2590334.9 |
 LH1228| LH1342 BETHANY LUTHERAN CHURCH CROSS       APPROX.17.0 KM 3173211.1 |
 LH1228| CN8864 JACOBSEN RM 2                        11.151 METERS 33203     |
 LH1228| CN8862 JACOBSEN AZ MK RESET                               3555259.6 |
 LH1228| CN8861 JACOBSEN AZ MK                                     3560517.7 |
 LH1228|---------------------------------------------------------------------|
 LH1228
 LH1228                          SUPERSEDED SURVEY CONTROL
 LH1228
 LH1228  NAD 83(1986)-  40 21 16.63409(N)    098 56 59.73549(W) AD(       ) 3
 LH1228  NAD 27      -  40 21 16.58600(N)    098 56 58.44400(W) AD(       ) 3
 LH1228
 LH1228.Superseded values are not recommended for survey control.
 LH1228
 LH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1228.See file dsdata.pdf to determine how the superseded data were derived.
 LH1228
 LH1228_MARKER: DS = TRIANGULATION STATION DISK
 LH1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1228
 LH1228  HISTORY     - Date     Condition        Report By
 LH1228  HISTORY     - 1951     MONUMENTED       CGS
 LH1228  HISTORY     - 1958     GOOD             CGS
 LH1228
 LH1228                          STATION DESCRIPTION
 LH1228
 LH1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1228'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF MINDEN, 3.25
 LH1228'MILES NORTHWEST OF UPLAND AND ON A SMALL KNOLL IN A PASTURE.
 LH1228'IT IS 79.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 3.5 FEET
 LH1228'NORTH OF A WITNESS POST.  IT PROJECTS 1 INCH AND IS STAMPED
 LH1228'JACOBSEN 1951.
 LH1228'
 LH1228'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION AND
 LH1228'40.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 1 INCH
 LH1228'AND IS STAMPED JACOBSEN NO 1 1951.
 LH1228'
 LH1228'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.  IT
 LH1228'PROJECTS 1 INCH AND IS STAMPED JACOBSEN NO 2 1951.
 LH1228'
 LH1228'THE DISTANCE BETWEEN REFERENCE MARKS IS 58.3 FEET.
 LH1228'
 LH1228'THE AZIMUTH MARK IS 39.0 FEET WEST OF THE CENTER OF STATE
 LH1228'HIGHWAY 10, 1.5 FEET SOUTH OF A POWERLINE POLE AND A WITNESS POST
 LH1228'AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4
 LH1228'INCHES AND IS STAMPED JACOBSEN 1951.
 LH1228'
 LH1228'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 LH1228'MINDEN, GO WEST FOR 0.1 MILE TO STATE HIGHWAY 10.  TURN LEFT,
 LH1228'SOUTH, ON STATE HIGHWAY 10 FOR 8.4 MILES TO THE AZIMUTH MARK
 LH1228'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY 10
 LH1228'FOR 1.4 MILES TO WHERE THE ROAD CURVES TO THE RIGHT AT THE
 LH1228'KEARNEY-FRANKLIN COUNTY LINE AND A PASTURE ON THE LEFT WITH A
 LH1228'GATE IN A NORTH-SOUTH FENCE LINE.  TURN LEFT THROUGH GATE AND
 LH1228'GO EAST-NORTHEAST THROUGH A PASTURE FOR 0.15 MILE TO THE TOP OF
 LH1228'A SMALL KNOLL AND THE STATION AS DESCRIBED.
 LH1228
 LH1228                          STATION RECOVERY (1958)
 LH1228
 LH1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LH1228'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1228'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY
 LH1228'10 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE 1951
 LH1228'DESCRIPTION IS CORRECT AND ADEQUATE.  A SHORT DESCRIPTION OF THE
 LH1228'RESET AZIMUTH MARK FOLLOWS.
 LH1228'
 LH1228'AZIMUTH MARK (RESET) IS 1.4 MILES NORTH OF THE STATION, 60 FEET
 LH1228'WEST OF THE CENTER OF STATE HIGHWAY 10, 3 FEET SOUTH OF A POWER
 LH1228'POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 LH1228'PROJECTS 6 INCHES AND THE DISK IS STAMPED JACOBSEN 1951 RESET
 LH1228'1958.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0572 ***********************************************************************
 MN0572  DESIGNATION -  JACOBSON
 MN0572  PID         -  MN0572
 MN0572  STATE/COUNTY-  NE/CHEYENNE
 MN0572  COUNTRY     -  US
 MN0572  USGS QUAD   -  SWEDISH CEMETERY (2017)
 MN0572
 MN0572                         *CURRENT SURVEY CONTROL
 MN0572  ______________________________________________________________________
 MN0572* NAD 83(1995) POSITION- 41 19 29.74727(N) 103 18 53.52192(W)   ADJUSTED
 MN0572* NAVD 88 ORTHO HEIGHT -  1390.    (meters)     4560.    (feet) SCALED
 MN0572  ______________________________________________________________________
 MN0572  GEOID HEIGHT    -        -19.369 (meters)                     GEOID18
 MN0572  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 MN0572  HORZ ORDER      -  FIRST
 MN0572
 MN0572.The horizontal coordinates were established by classical geodetic methods
 MN0572.and adjusted by the National Geodetic Survey in August 1997.
 MN0572
 MN0572.The orthometric height was scaled from a topographic map.
 MN0572
 MN0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0572.GEOID18 height accuracy estimate available here.
 MN0572
 MN0572.Click photographs - Photos may exist for this station.
 MN0572
 MN0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0572
 MN0572. The following values were computed from the NAD 83(1995) position.
 MN0572
 MN0572;                    North         East     Units Scale Factor Converg.
 MN0572;SPC NE       -   170,922.782   222,638.520   MT  0.99966356   -2 11 48.3
 MN0572;SPC NE       -   560,769.16    730,439.88   sFT  0.99966356   -2 11 48.3
 MN0572;UTM  13      - 4,576,198.023   641,026.613   MT  0.99984477   +1 06 46.5
 MN0572
 MN0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0572!SPC NE       -   0.99978511  x   0.99966356  =   0.99944874
 MN0572!UTM  13      -   0.99978511  x   0.99984477  =   0.99962991
 MN0572
 MN0572:                Primary Azimuth Mark                     Grid Az
 MN0572:SPC NE       -  JACOBSON AZ MK RESET                     225 51 11.6
 MN0572:UTM  13      -  JACOBSON AZ MK RESET                     222 32 36.8
 MN0572
 MN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4102676198(NAD 83)
 MN0572
 MN0572|---------------------------------------------------------------------|
 MN0572| PID    Reference Object                     Distance      Geod. Az  |
 MN0572|                                                           dddmmss.s |
 MN0572| CP8314 JACOBSON RM 1                        57.351 METERS 17709     |
 MN0572| MN0560 POTTER MUNICIPAL TANK               APPROX.11.7 KM 1811313.9 |
 MN0572| CP8316 JACOBSON RM 3                        20.211 METERS 20239     |
 MN0572| CP8313 JACOBSON AZ MK RESET                               2233923.3 |
 MN0572| CP8312 JACOBSON AZ MK                                     2242310.8 |
 MN0572| MN0607 KIMBALL WATER TANK BEACON           APPROX.31.0 KM 2511834.9 |
 MN0572| CP8317 JACOBSON RM 4                        21.838 METERS 30520     |
 MN0572| CP8315 JACOBSON RM 2                        30.364 METERS 32600     |
 MN0572|---------------------------------------------------------------------|
 MN0572
 MN0572                          SUPERSEDED SURVEY CONTROL
 MN0572
 MN0572  NAD 83(1993)-  41 19 29.74623(N)    103 18 53.52165(W) AD(       ) 1
 MN0572  NAD 83(1986)-  41 19 29.73940(N)    103 18 53.52256(W) AD(       ) 1
 MN0572  NAD 27      -  41 19 29.81320(N)    103 18 51.76320(W) AD(       ) 1
 MN0572
 MN0572.Superseded values are not recommended for survey control.
 MN0572
 MN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0572.See file dsdata.pdf to determine how the superseded data were derived.
 MN0572
 MN0572_MARKER: DS = TRIANGULATION STATION DISK
 MN0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0572_STAMPING: JACOBSON 1934 1963
 MN0572_MARK LOGO: CGS
 MN0572_PROJECTION: RECESSED 51 CENTIMETERS
 MN0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0572+STABILITY: SURFACE MOTION
 MN0572
 MN0572  HISTORY     - Date     Condition        Report By
 MN0572  HISTORY     - 1934     MONUMENTED       CGS
 MN0572  HISTORY     - 1963     GOOD             CGS
 MN0572
 MN0572                          STATION DESCRIPTION
 MN0572
 MN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0572'STATION IS LOCATED ON UNCULTIVATED LAND ON A RIDGE ABOUT 11
 MN0572'MILES NORTHEAST OF DIX.  THE STATION IS ABOUT 0.2 MILE NORTH
 MN0572'OF A GRADED ROAD.  THE RIDGE DROPS OFF ABRUPTLY TO THE WEST
 MN0572'BUT THERE IS A CULTIVATED FIELD ON THE EASTERN SLOPE.  THE
 MN0572'MARK PROJECTS 10 INCHES.
 MN0572'
 MN0572'THE STATION IS REACHED FROM DIX BY GOING NORTH FROM
 MN0572'THE WEST EDGE OF THE TOWN FOR 5.8 MILES.  TURN EAST
 MN0572'ON A GRADED ROAD AND GO 8.7 MILES TO A CROSSROADS.
 MN0572'CONTINUE EAST 0.3 MILE.  TURN OFF THE ROAD TO THE NORTH, PASS
 MN0572'THROUGH A WIRE FENCE, AND DRIVE NORTH 0.2 MILE TO THE TOP OF
 MN0572'THE RIDGE AND THE STATION.
 MN0572'
 MN0572'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0572'BRONZE DISKS SET AS DESCRIBED.
 MN0572'
 MN0572'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND PROJECTS
 MN0572'12 INCHES.
 MN0572'
 MN0572'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND
 MN0572'PROJECTS 12 INCHES.
 MN0572'
 MN0572'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION.  IT
 MN0572'IS 108 FEET NORTH OF THE ROAD INTERSECTION, 30 FEET EAST OF
 MN0572'THE NORTH-SOUTH ROAD, AND PROJECTS 12 INCHES.
 MN0572'
 MN0572'A 30-FOOT STAND WAS ERECTED.
 MN0572
 MN0572                          STATION RECOVERY (1963)
 MN0572
 MN0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0572'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 MN0572'2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION,
 MN0572'THE AZIMUTH MARK WAS DESTROYED.  ON REQUEST OF THE PROPERTY
 MN0572'OWNER THE ORIGINAL STATION MARK WAS LOWERED BELOW PLOW DEPTH
 MN0572'AND BOTH REFERENCE MARKS WERE REMOVED FROM THE CULTIVATED FIELD.
 MN0572'TWO NEW REFERENCE MARKS WERE SET AT THE EDGE OF THE CULTIVATED
 MN0572'FIELD AND A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW
 MN0572'DESCRIPTION FOLLOWS.
 MN0572'
 MN0572'THE STATION IS LOCATED 8 MILES NORTH OF POTTER, NEAR THE
 MN0572'WEST EDGE OF A RIDGE WHICH RUNS IN A NORTHWEST-SOUTHEAST
 MN0572'DIRECTION, IN A CULTIVATED FIELD, ON PROPERTY OWNED BY MR.
 MN0572'MYRON WOTEN.
 MN0572'
 MN0572'TO REACH THE STATION FROM THE RAILROAD DEPOT IN POTTER, GO
 MN0572'NORTH ON A GRAVELED AND OILED ROAD FOR 3.6 MILES TO THE END
 MN0572'OF THE OILED ROAD.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 MN0572'ROAD FOR 4.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 MN0572'LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 MN0572'ROAD FOR 0.5 MILE, THENCE TURN RIGHT AND GO SOUTHEAST ALONG
 MN0572'THE EDGE OF THE RIDGE FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 MN0572'
 MN0572'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 15-INCH
 MN0572'CONCRETE CYLINDER WHICH IS 20 INCHES BELOW THE SURFACE OF THE
 MN0572'GROUND AND IS STAMPED JACOBSON 1934 1963.  IT IS 73.4 FEET
 MN0572'SOUTHEAST OF A METAL WITNESS POST, 67.8 FEET NORTHEAST OF
 MN0572'A METAL WITNESS POST AND 32 FEET EAST OF THE WEST EDGE OF
 MN0572'A CULTIVATED FIELD.
 MN0572'
 MN0572'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 MN0572'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 MN0572'JACOBSON NO 3 1934 1963.  IT IS 3 FEET WEST OF THE WEST EDGE
 MN0572'OF A CULTIVATED FIELD AND 1.6 FEET NORTH-NORTHWEST OF A METAL
 MN0572'WITNESS POST.
 MN0572'
 MN0572'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A
 MN0572'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 MN0572'STAMPED JACOBSON NO 4 1934 1963.  IT IS 4-1/2 FEET WEST OF THE
 MN0572'WEST EDGE OF A CULTIVATED FIELD AND 2 FEET SOUTH-SOUTHEAST
 MN0572'OF A METAL WITNESS POST.
 MN0572'
 MN0572'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0572'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 MN0572'JACOBSON 1934 RESET 1963.  IT IS 71 FEET WEST OF THE CENTER
 MN0572'OF A NORTH-SOUTH GRAVELED ROAD, 35 FEET SOUTH OF THE CENTER
 MN0572'OF A TRACK ROAD, 31 FEET WEST OF A POWER POLE AND 1.6 FEET
 MN0572'EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1043 ***********************************************************************
 LG1043  DESIGNATION -  JAKES
 LG1043  PID         -  LG1043
 LG1043  STATE/COUNTY-  NE/GAGE
 LG1043  COUNTRY     -  US
 LG1043  USGS QUAD   -  ADAMS (2017)
 LG1043
 LG1043                         *CURRENT SURVEY CONTROL
 LG1043  ______________________________________________________________________
 LG1043* NAD 83(1995) POSITION- 40 26 11.23838(N) 096 35 31.13371(W)   ADJUSTED
 LG1043* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 LG1043  ______________________________________________________________________
 LG1043  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 LG1043  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 LG1043  HORZ ORDER      -  FIRST
 LG1043
 LG1043.The horizontal coordinates were established by classical geodetic methods
 LG1043.and adjusted by the National Geodetic Survey in August 1997.
 LG1043
 LG1043.The orthometric height was scaled from a topographic map.
 LG1043
 LG1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1043.GEOID18 height accuracy estimate available here.
 LG1043
 LG1043.Click photographs - Photos may exist for this station.
 LG1043
 LG1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1043
 LG1043. The following values were computed from the NAD 83(1995) position.
 LG1043
 LG1043;                    North         East     Units Scale Factor Converg.
 LG1043;SPC NE       -    72,662.770   789,038.812   MT  0.99983114   +2 15 30.5
 LG1043;SPC NE       -   238,394.44  2,588,704.84   sFT  0.99983114   +2 15 30.5
 LG1043;UTM  14      - 4,478,985.961   704,242.744   MT  1.00011351   +1 33 44.6
 LG1043
 LG1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1043!SPC NE       -   0.99993536  x   0.99983114  =   0.99976651
 LG1043!UTM  14      -   0.99993536  x   1.00011351  =   1.00004886
 LG1043
 LG1043:                Primary Azimuth Mark                     Grid Az
 LG1043:SPC NE       -  JAKES AZ MK                              267 44 12.1
 LG1043:UTM  14      -  JAKES AZ MK                              268 25 58.0
 LG1043
 LG1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0424278985(NAD 83)
 LG1043
 LG1043|---------------------------------------------------------------------|
 LG1043| PID    Reference Object                     Distance      Geod. Az  |
 LG1043|                                                           dddmmss.s |
 LG1043| LG1042 ADAMS MUNICIPAL TANK                APPROX. 7.1 KM 0751103.5 |
 LG1043| CL7177 JAKES RM 1                           29.658 METERS 09359     |
 LG1043| CL7179 JAKES RM 3                           23.858 METERS 16021     |
 LG1043| CL7178 JAKES RM 2                           23.268 METERS 18716     |
 LG1043| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX. 9.9 KM 1911351.6 |
 LG1043| AB4090 JAKES AZ MK                         APPROX. 0.7 KM 2695942.6 |
 LG1043| LG1150 CORTLAND MUNICIPAL TANK             APPROX.12.6 KM 3095539.6 |
 LG1043|---------------------------------------------------------------------|
 LG1043
 LG1043                          SUPERSEDED SURVEY CONTROL
 LG1043
 LG1043  NAD 83(1986)-  40 26 11.24653(N)    096 35 31.13052(W) AD(       ) 1
 LG1043  NAD 27      -  40 26 11.23900(N)    096 35 30.05300(W) AD(       ) 1
 LG1043
 LG1043.Superseded values are not recommended for survey control.
 LG1043
 LG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1043.See file dsdata.pdf to determine how the superseded data were derived.
 LG1043
 LG1043_MARKER: DS = TRIANGULATION STATION DISK
 LG1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1043_STAMPING: JAKES 1947
 LG1043_MARK LOGO: CGS
 LG1043_PROJECTION: FLUSH
 LG1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1043+STABILITY: SURFACE MOTION
 LG1043
 LG1043  HISTORY     - Date     Condition        Report By
 LG1043  HISTORY     - 1947     MONUMENTED       CGS
 LG1043  HISTORY     - 1955     GOOD             CGS
 LG1043  HISTORY     - 1961     GOOD             CGS
 LG1043
 LG1043                          STATION DESCRIPTION
 LG1043
 LG1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1043'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF COURTLAND, 5.0
 LG1043'MILES WEST-SOUTHWEST OF ADAMS NEAR THE HEAD OF JAKES CREEK ON LAND
 LG1043'OWNED AND OCCUPIED BY MR. OLLIE HARMS.  IT IS 42 FEET NORTH OF
 LG1043'THE CENTER OF A GRADED EAST-WEST ROAD, 62 FEET WEST OF THE CENTER
 LG1043'OF THE DRIVEWAY INTO FARM YARD, 60 FEET SOUTH OF WHITE PAINTED
 LG1043'FARM HOUSE AND 7 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS
 LG1043'STAMPED JAKES 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1043'
 LG1043'REFERENCE MARK NO 1 IS EAST OF THE STATION, 40 FEET NORTH OF THE
 LG1043'CENTER OF THE EAST-WEST GRADED ROAD, 36 FEET EAST OF THE CENTER
 LG1043'OF THE DRIVEWAY AND 1 FOOT WEST OF LIGHT POLE.  IT IS STAMPED
 LG1043'JAKES NO 1 1947 AND PROJECTS 3 INCHES.
 LG1043'
 LG1043'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 35 FEET SOUTH OF THE
 LG1043'CENTER OF THE GRADED ROAD AND 40 FEET WEST OF LIGHT POLE.  IT IS
 LG1043'STAMPED JAKES NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1043'
 LG1043'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 35 FEET
 LG1043'NORTH OF THE CENTER OF THE GRADED ROAD, 1 FOOT EAST OF FENCE
 LG1043'CORNER AND 1.5 FEET NORTH OF WHITE WITNESS POST.  IT IS STAMPED
 LG1043'JAKES 1947 AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO
 LG1043'WEST FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG1043'
 LG1043'TO REACH THE STATION FROM THE POST OFFICE IN ADAMS, GO WEST ON
 LG1043'STATE ROUTE NO 41 FOR 4.6 MILES TO CROSS ROADS AND SMALL SCHOOL
 LG1043'HOUSE IN NORTHEAST ANGLE, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO
 LG1043'CROSS ROADS, TURN RIGHT AND GO WEST FOR ABOUT 0.05 MILE TO A SMALL
 LG1043'WHITE PAINTED FARM HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION LONE STAR IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION WEST POINT IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION STERLING IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION WOLKEN IS VISIBLE AT 20 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION BEAR IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 47 FOOT SIGNAL AT STATION PICKRELL IS VISIBLE AT 50 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION INDIAN IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION COURTLAND IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1043
 LG1043                          STATION RECOVERY (1955)
 LG1043
 LG1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LG1043'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1043'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS IN THE EDGE
 LG1043'OF A CULTIVATED FIELD ON LAND OWNED BY MR. REINDER JURGENS OF
 LG1043'FILLEY, NEBR.  THIS MARK WAS MOVED AND REFERENCE MARK NO. 3 WAS
 LG1043'ESTABLISHED AT THE DIRECTION OF MR. JURGENS ON HIS PROPERTY NEAR
 LG1043'A TELEPHONE POLE.  THIS IS A 66-FOOT RIGHT-OF-WAY WHICH WAS
 LG1043'VERIFIED BY MR. LLOYD HANSON, GAGE COUNTY ENGINEER, BEATRICE,
 LG1043'NEBRASKA.
 LG1043'
 LG1043'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF THE STATION, 35 FEET
 LG1043'SOUTH OF THE CENTER OF GRAVEL ROAD AND 2 FEET WEST OF A TELEPHONE
 LG1043'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LG1043'DISK IS STAMPED JAKES NO 3 1947.
 LG1043
 LG1043                          STATION RECOVERY (1961)
 LG1043
 LG1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1043'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 LG1043'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 LG1043'RECOVERED IN GOOD CONDITION, BUT NO INFORMATION WAS AVAILABLE AT
 LG1043'THIS TIME FOR THIS MARK.  IT IS A STANDARD DISK STAMPED JAKES
 LG1043'NO 3 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 LG1043'THAT IS FLUSH WITH THE GROUND.  IT IS 32 FEET SOUTH OF THE
 LG1043'CENTER OF THE EAST-WEST GRAVEL ROAD, 2-1/2 FEET WEST OF A
 LG1043'TELEPHONE POLE AND IN THE FENCE LINE OF THE EAST-WEST
 LG1043'RIGHT-OF-WAY FENCE.
 LG1043'
 LG1043'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CORTLAND AND ABOUT
 LG1043'5 MILES EAST-SOUTHEAST OF ADAMS, ON THE RIGHT-OF-WAY OF A
 LG1043'EAST-WEST SECTION LINE ROAD.
 LG1043'
 LG1043'REACHED FROM THE POST OFFICE IN ADAMS, GO WEST ON MAIN STREET FOR
 LG1043'ONE BLOCK, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE JUNCTION OF
 LG1043'STATE HIGHWAY 41, TURN LEFT AND GO WEST ON STATE HIGHWAY 41 FOR
 LG1043'4.2 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 2.0 MILES
 LG1043'TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE
 LG1043'STATION MARK ON THE RIGHT.
 LG1043'
 LG1043'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LG1043'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 LG1043'
 LG1043'THE PICTURE POINT IS THE INTERSECTION OF A EAST-WEST GRAVEL ROAD
 LG1043'AND THE ENTRANCE ROAD TO A FARM HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4090 ***********************************************************************
 AB4090  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4090  CBN         -  This is a Cooperative Base Network Control Station.
 AB4090  DESIGNATION -  JAKES AZ MK
 AB4090  PID         -  AB4090
 AB4090  STATE/COUNTY-  NE/GAGE
 AB4090  COUNTRY     -  US
 AB4090  USGS QUAD   -  ADAMS (2017)
 AB4090
 AB4090                         *CURRENT SURVEY CONTROL
 AB4090  ______________________________________________________________________
 AB4090* NAD 83(2011) POSITION- 40 26 11.24364(N) 096 36 00.20763(W)   ADJUSTED
 AB4090* NAD 83(2011) ELLIP HT-   411.748 (meters)        (06/27/12)   ADJUSTED
 AB4090* NAD 83(2011) EPOCH   -  2010.00
 AB4090* NAVD 88 ORTHO HEIGHT -   438.71  (meters)     1439.3   (feet) GPS OBS
 AB4090  ______________________________________________________________________
 AB4090  NAVD 88 orthometric height was determined with an earlier geoid model
 AB4090  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 AB4090  NAD 83(2011) X  -   -558,798.032 (meters)                     COMP
 AB4090  NAD 83(2011) Y  - -4,829,507.697 (meters)                     COMP
 AB4090  NAD 83(2011) Z  -  4,115,258.914 (meters)                     COMP
 AB4090  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 AB4090
 AB4090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4090  Standards:
 AB4090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4090  -------------------------------------------------------------------
 AB4090  NETWORK    0.29   0.61           0.13   0.10   0.31     -0.00385678
 AB4090  -------------------------------------------------------------------
 AB4090  Click here for local accuracies and other accuracy information.
 AB4090
 AB4090.The horizontal coordinates were established by GPS observations
 AB4090.and adjusted by the National Geodetic Survey in June 2012.
 AB4090
 AB4090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4090.been affixed to the stable North American tectonic plate. See 
 AB4090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4090
 AB4090.The horizontal coordinates are valid at the epoch date displayed above
 AB4090.which is a decimal equivalence of Year/Month/Day.
 AB4090
 AB4090.The orthometric height was determined by GPS observations and a
 AB4090.high-resolution geoid model using precise GPS observation and
 AB4090.processing techniques.
 AB4090
 AB4090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4090.GEOID18 height accuracy estimate available here.
 AB4090
 AB4090.Click photographs - Photos may exist for this station.
 AB4090
 AB4090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4090
 AB4090.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4090
 AB4090.The ellipsoidal height was determined by GPS observations
 AB4090.and is referenced to NAD 83.
 AB4090
 AB4090. The following values were computed from the NAD 83(2011) position.
 AB4090
 AB4090;                    North         East     Units Scale Factor Converg.
 AB4090;SPC NE       -    72,635.965   788,354.215   MT  0.99983114   +2 15 11.3
 AB4090;SPC NE       -   238,306.50  2,586,458.79   sFT  0.99983114   +2 15 11.3
 AB4090;UTM  14      - 4,478,967.469   703,557.679   MT  1.00011007   +1 33 25.7
 AB4090
 AB4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4090!SPC NE       -   0.99993541  x   0.99983114  =   0.99976656
 AB4090!UTM  14      -   0.99993541  x   1.00011007  =   1.00004548
 AB4090
 AB4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0355778967(NAD 83)
 AB4090
 AB4090                          SUPERSEDED SURVEY CONTROL
 AB4090
 AB4090  NAD 83(2007)-  40 26 11.24364(N)    096 36 00.20815(W) AD(2002.00) 0
 AB4090  ELLIP H (02/10/07)  411.769  (m)                       GP(2002.00)    
 AB4090  ELLIP H (03/30/05)  411.737  (m)                       GP(       ) 3 1
 AB4090  ELLIP H (07/10/01)  411.770  (m)                       GP(       ) 4 1
 AB4090  NAD 83(1995)-  40 26 11.24379(N)    096 36 00.20742(W) AD(       ) B
 AB4090  ELLIP H (06/25/96)  411.824  (m)                       GP(       ) 1 1
 AB4090  NAVD 88 (07/10/01)  438.8    (m)  GEOID99  model used  GPS OBS        
 AB4090  NAVD 88 (06/25/96)  438.7    (m)  GEOID93  model used  GPS OBS        
 AB4090
 AB4090.Superseded values are not recommended for survey control.
 AB4090
 AB4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4090.See file dsdata.pdf to determine how the superseded data were derived.
 AB4090
 AB4090_MARKER: DZ = AZIMUTH MARK DISK
 AB4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4090_STAMPING: JAKES 1947
 AB4090_MARK LOGO: CGS
 AB4090_PROJECTION: PROJECTING 6 CENTIMETERS
 AB4090_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4090+STABILITY: SURFACE MOTION
 AB4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4090+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2020
 AB4090
 AB4090  HISTORY     - Date     Condition        Report By
 AB4090  HISTORY     - 1947     MONUMENTED       CGS
 AB4090  HISTORY     - 19950821 GOOD             NE-109
 AB4090  HISTORY     - 20000605 GOOD             NEDR
 AB4090  HISTORY     - 2002     GOOD             NEDR
 AB4090  HISTORY     - 20170103 GOOD             NEGS
 AB4090  HISTORY     - 20200220 GOOD             NEGS
 AB4090
 AB4090                          STATION DESCRIPTION
 AB4090
 AB4090'DESCRIBED BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 AB4090'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF PICKRELL, 7 MI
 AB4090'(11.3 KM) SOUTH OF FIRTH, 5 MI (8.0 KM) WEST-SOUTHWEST OF ADAMS, IN
 AB4090'THE SW CORNER OF THE SE 1/4, SEC35, T6N, R7E AND ON THE NORTH
 AB4090'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.  TO REACH THE MARK FROM STATE
 AB4090'ROUTE 43 AND STATE ROUTE 41, JUST NORTH OF ADAMS, GO WEST ON STATE
 AB4090'ROUTE 41 FOR 0.45 MI (0.72 KM) TO PAVED ROAD LEFT (COUNTY ROAD 346).
 AB4090'CONTINUE AHEAD AND GO WEST ON STATE ROUTE 41 FOR 4.3 MI (6.9 KM) TO A
 AB4090'CROSSROAD WITH AN ABANDONED SMALL SCHOOL HOUSE AT THE NORTHEAST CORNER
 AB4090'OF THE INTERSECTION.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 2.0
 AB4090'MI (3.2 KM) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 AB4090'FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO
 AB4090'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 AB4090'GROUND SURFACE.  IT IS 189.6 FT (57.8 M) WEST-SOUTHWEST OF THE SOUTH
 AB4090'CORNER OF A CHAIN-LINK FENCE AROUND GAS VALVES, 81.82 FT (24.94 M)
 AB4090'WEST OF A CHISELED X ON TOP OF A 90 DEGREE ELBOW VENT PIPE NGPL499,
 AB4090'70.15 FT (21.38 M) NORTH-NORTHWEST OF A CHISELED X ON TOP OF A 90
 AB4090'DEGREE ELBOW VENT PIPE NGPL498, 37 FT (11.3 M) NORTH OF THE CENTERLINE
 AB4090'OF THE ROAD, 1.5 FT (0.5 M) SOUTHEAST OF A CORNER FENCE POST AND 1.5
 AB4090'FT (0.5 M) NORTH OF A WITNESS POST.  REBAR WAS DRIVEN ALONG SIDE THE
 AB4090'MARK.  A REBAR AND CAP WAS PLACED 49.10 FT (14.97 M) NORTH OF THE MARK
 AB4090'AND ANOTHER PLACED 113.71 FT (34.66 M) SOUTH OF THE MARK.  EACH CAP
 AB4090'HAS AN ARROW POINTING TO THE MARKER.
 AB4090
 AB4090                          STATION RECOVERY (2000)
 AB4090
 AB4090'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4090'RECOVERED AS DESCRIBED.
 AB4090
 AB4090                          STATION RECOVERY (2002)
 AB4090
 AB4090'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4090'RECOVERED AS DESCRIBED.
 AB4090
 AB4090                          STATION RECOVERY (2017)
 AB4090
 AB4090'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 AB4090'RECOVERED IN GOOD CONDITION
 AB4090
 AB4090                          STATION RECOVERY (2020)
 AB4090
 AB4090'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 AB4090'ON STATE ROUTE 41 FROM ADAMS, TRAVEL WEST APPROXIMATELY 5 MI (8.0 KM)
 AB4090'TO SOUTH 96TH ROAD.  TURN SOUTH ON SOUTH 96TH ROAD AND TRAVEL SOUTH
 AB4090'TWO MILES TO EAST BUCKEYE ROAD.  TURN WEST ONTO EAST BUCKEYE ROAD AND
 AB4090'TRAVEL APPROXIMATELY 0.5 MI (0.8 KM), THE MARK IS LOCATED ON THE NORTH
 AB4090'RIGHT-OF-WAY.
 AB4090'
 AB4090'IT IS 135.5 FT (41.3 M) WEST-SOUTHWEST OF THE SOUTH CORNER OF A
 AB4090'CHAIN-LINK FENCE SURROUNDING GAS VALVES, 82.0 FT (25.0 M) WEST OF A
 AB4090'CHISELED 'X' ON THE TOP OF A 90 DEGREE ELBOW VENT PIPE NGPL499, 70.15
 AB4090'FT (21.4 M) NORTH-NORTHWEST OF A CHISELED 'X' IN THE TOP OF A 90
 AB4090'DEGREE ELBOW VENT PIPE NGPL 498 AND 1.5 FT (0.5 M) NORTH OF AN ORANGE
 AB4090'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1154 ***********************************************************************
 LG1154  DESIGNATION -  JAMAICA
 LG1154  PID         -  LG1154
 LG1154  STATE/COUNTY-  NE/LANCASTER
 LG1154  COUNTRY     -  US
 LG1154  USGS QUAD   -  ROCA (2017)
 LG1154
 LG1154                         *CURRENT SURVEY CONTROL
 LG1154  ______________________________________________________________________
 LG1154* NAD 83(1995) POSITION- 40 40 39.32780(N) 096 42 18.99668(W)   ADJUSTED
 LG1154* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 LG1154  ______________________________________________________________________
 LG1154  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 LG1154  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 LG1154  HORZ ORDER      -  SECOND
 LG1154
 LG1154.The horizontal coordinates were established by classical geodetic methods
 LG1154.and adjusted by the National Geodetic Survey in August 1997.
 LG1154
 LG1154.The orthometric height was scaled from a topographic map.
 LG1154
 LG1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1154.GEOID18 height accuracy estimate available here.
 LG1154
 LG1154.Click photographs - Photos may exist for this station.
 LG1154
 LG1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1154
 LG1154. The following values were computed from the NAD 83(1995) position.
 LG1154
 LG1154;                    North         East     Units Scale Factor Converg.
 LG1154;SPC NE       -    99,042.414   778,414.862   MT  0.99976222   +2 11 00.3
 LG1154;SPC NE       -   324,941.65  2,553,849.43   sFT  0.99976222   +2 11 00.3
 LG1154;UTM  14      - 4,505,499.681   693,934.963   MT  1.00006296   +1 29 46.2
 LG1154
 LG1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1154!SPC NE       -   0.99994115  x   0.99976222  =   0.99970339
 LG1154!UTM  14      -   0.99994115  x   1.00006296  =   1.00000411
 LG1154
 LG1154:                Primary Azimuth Mark                     Grid Az
 LG1154:SPC NE       -  JAMAICA 2 AZ MK                          199 21 05.7
 LG1154:UTM  14      -  JAMAICA 2 AZ MK                          200 02 19.8
 LG1154
 LG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9393405499(NAD 83)
 LG1154
 LG1154|---------------------------------------------------------------------|
 LG1154| PID    Reference Object                     Distance      Geod. Az  |
 LG1154|                                                           dddmmss.s |
 LG1154| LG1114 LINCOLN SAFETY PATROL RAD MAST      APPROX. 9.2 KM 0011418.8 |
 LG1154| LG1156 JAMMAICA CHURCH SPIRE               APPROX. 2.5 KM 0285702.4 |
 LG1154| CL7181 JAMAICA RM 1                         26.645 METERS 14342     |
 LG1154| CL7180 JAMAICA AZ MK                                      1782313.4 |
 LG1154| LG1309 JAMAICA 2 AZ MK                     481.465 METERS 2013206.0 |
 LG1154| CL7182 JAMAICA RM 2                         41.675 METERS 23339     |
 LG1154| LG1159 JAMAICA 2                            13.889 METERS 27516     |
 LG1154| LG1464 JAMAICA RM 3                         29.082 METERS 27809     |
 LG1154|---------------------------------------------------------------------|
 LG1154
 LG1154                          SUPERSEDED SURVEY CONTROL
 LG1154
 LG1154  NAD 83(1986)-  40 40 39.33562(N)    096 42 18.99710(W) AD(       ) 2
 LG1154  NAD 27      -  40 40 39.33000(N)    096 42 17.93000(W) AD(       ) 2
 LG1154
 LG1154.Superseded values are not recommended for survey control.
 LG1154
 LG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1154.See file dsdata.pdf to determine how the superseded data were derived.
 LG1154
 LG1154_MARKER: DS = TRIANGULATION STATION DISK
 LG1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1154_STAMPING: JAMAICA 1947
 LG1154_MARK LOGO: CGS
 LG1154_PROJECTION: RECESSED 46 CENTIMETERS
 LG1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1154+STABILITY: SURFACE MOTION
 LG1154
 LG1154  HISTORY     - Date     Condition        Report By
 LG1154  HISTORY     - 1947     MONUMENTED       CGS
 LG1154  HISTORY     - 1964     GOOD             CGS
 LG1154  HISTORY     - 1966     GOOD             CGS
 LG1154  HISTORY     - 1975     GOOD             NGS
 LG1154
 LG1154                          STATION DESCRIPTION
 LG1154
 LG1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1154'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF LINCOLN AND 2
 LG1154'MILES SOUTH OF JAMAICA ON THE PROPERTY OF MR. L.C. LIDOLPH,
 LG1154'ALONG U.S. HIGHWAY NO. 77.  IT IS IN THE NORTH SECTION OF A LOT
 LG1154'SOUTHEAST OF THE FARM HOUSE, 85.5 FEET WEST OF THE CENTER OF
 LG1154'U.S. HIGHWAY NO. 77 AND 18.5 FEET SOUTH OF THE CENTER OF THE
 LG1154'DRIVEWAY LEADING TO THE FARM YARD.  IT IS STAMPED JAMAICA 1947
 LG1154'AND IS 1.5 FEET BELOW THE SURFACE OF THE GROUND.
 LG1154'
 LG1154'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE LOT, 34 FEET WEST
 LG1154'OF THE CENTER OF U.S. HIGHWAY 77, 84 FEET SOUTH OF THE CENTER OF
 LG1154'THE DRIVEWAY LEADING TO THE FARM YARD AND 1 FOOT WEST OF THE
 LG1154'NORTH-SOUTH FENCE LINE.  IT IS STAMPED JAMAICA NO 1 1947 AND IS
 LG1154'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1154'
 LG1154'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST SECTION OF THE LOT, 110
 LG1154'FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE YARD, 38.5 FEET
 LG1154'NORTH OF THE SOUTH END OF A WIRE FENCE AND 1 FOOT EAST OF THE
 LG1154'NORTH-SOUTH FENCE LINE.  IT IS STAMPED JAMAICA NO 2 1947 AND IS
 LG1154'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1154'
 LG1154'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 32 FEET EAST OF THE
 LG1154'CENTER OF U.S. HIGHWAY NO. 77, 1 FOOT NORTH OF A TELEPHONE POLE
 LG1154'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LG1154'JAMAICA 1947 AND PROJECTS 6 INCHES.
 LG1154'
 LG1154'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE
 LG1154'HIGHWAY 33, GO NORTH ON U.S. 77 FOR 0.85 MILE TO THE AZIMUTH MARK
 LG1154'ON THE RIGHT, CONTINUE NORTH FOR 0.55 MILE TO THE FARM HOUSE AND
 LG1154'THE STATION ON THE LEFT AS DESCRIBED.
 LG1154'
 LG1154'AN 87 FOOT SIGNAL AT MARTLE IS VISIBLE AT 10 FEET.
 LG1154'
 LG1154'A 47 FOOT SIGNAL AT SALTILLO WEST BASE IS VISIBLE AT 30 FEET.
 LG1154'
 LG1154'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 30 FEET.
 LG1154'
 LG1154'A 74 FOOT SIGNAL AT LONE STAR IS V.G.
 LG1154'
 LG1154'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1154
 LG1154                          STATION RECOVERY (1964)
 LG1154
 LG1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1154'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1154'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 LG1154'MOVED AND PLACED IN THE GROUND WEST OF THE STATION.  IT WAS
 LG1154'RE-STAMPED NO. 3 AND A MEASUREMENT BETWEEN THE UNDERGROUND STATION
 LG1154'AND IT WAS MADE.  ADVERSE WEATHER CONDITIONS PREVENTED MEASURING
 LG1154'AN ANGLE TO R.M. NO. 3.  A SHORT DESCRIPTION FOR REFERENCE MARK
 LG1154'NO. 3 FOLLOWS.
 LG1154'
 LG1154'REFERENCE MARK NO. 3 IS 95.50 FEET WEST OF THE STATION, 31 FEET
 LG1154'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED, 31 FEET
 LG1154'SOUTHWEST OF SMALL YARD FENCE GATE, AND 24 FEET SOUTH OF YARD
 LG1154'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG1154'JAMAICA NO 3 1947.
 LG1154'
 LG1154'THE STATION IS 90 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LG1154'PORCH ATTACHED TO THE FARMHOUSE OWNED AND OCCUPIED BY L.C.
 LG1154'LIDOLPH, AND 28 FEET SOUTH OF THE SOUTH YARD FENCE AROUND
 LG1154'FARMHOUSE.
 LG1154'
 LG1154'A STEEL POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 1 WHICH
 LG1154'IS ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77 WHICH IS TO
 LG1154'BE REBUILT IN ABOUT A YEAR.
 LG1154
 LG1154                          STATION RECOVERY (1966)
 LG1154
 LG1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1154'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LG1154'CONDITION.  ALL MARKS, EXCEPT R.M. NO. 3, WERE IN THE WAY OF
 LG1154'HIGHWAY CONSTRUCTION SO A NEW STATION WAS ESTABLISHED IN THE
 LG1154'IMMEDIATE VICINITY.  FOR DETAILS SEE DESCRIPTION FOR JAMAICA
 LG1154'2 1966.
 LG1154
 LG1154                          STATION RECOVERY (1975)
 LG1154
 LG1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HED)
 LG1154'REFER TO QUAD 400964 PAGE 1029 STATION, REF 3 AND AZIMUTH NO. 2 1966
 LG1154'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1154'
 LG1154'NEAREST TOWN--LINCOLN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1159 ***********************************************************************
 LG1159  DESIGNATION -  JAMAICA 2
 LG1159  PID         -  LG1159
 LG1159  STATE/COUNTY-  NE/LANCASTER
 LG1159  COUNTRY     -  US
 LG1159  USGS QUAD   -  ROCA (2017)
 LG1159
 LG1159                         *CURRENT SURVEY CONTROL
 LG1159  ______________________________________________________________________
 LG1159* NAD 83(1995) POSITION- 40 40 39.36914(N) 096 42 19.58561(W)   NO CHECK
 LG1159* NAVD 88 ORTHO HEIGHT -   401.463 (meters)     1317.13  (feet) ADJUSTED
 LG1159  ______________________________________________________________________
 LG1159  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 LG1159  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 LG1159  DYNAMIC HEIGHT  -        401.289 (meters)     1316.56  (feet) COMP
 LG1159  MODELED GRAVITY -    980,178.3   (mgal)                       NAVD 88
 LG1159
 LG1159  HORZ ORDER      -  THIRD
 LG1159  VERT ORDER      -  FIRST     CLASS II
 LG1159
 LG1159.The horizontal coordinates were established by classical geodetic methods
 LG1159.and adjusted by the National Geodetic Survey in August 1997.
 LG1159
 LG1159.No horizontal observational check was made to the station.
 LG1159
 LG1159.The orthometric height was determined by differential leveling and
 LG1159.adjusted by the NATIONAL GEODETIC SURVEY
 LG1159.in May 1993.
 LG1159
 LG1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1159.GEOID18 height accuracy estimate available here.
 LG1159
 LG1159.Click photographs - Photos may exist for this station.
 LG1159
 LG1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1159
 LG1159.The dynamic height is computed by dividing the NAVD 88
 LG1159.geopotential number by the normal gravity value computed on the
 LG1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1159.degrees latitude (g = 980.6199 gals.).
 LG1159
 LG1159.The modeled gravity was interpolated from observed gravity values.
 LG1159
 LG1159. The following values were computed from the NAD 83(1995) position.
 LG1159
 LG1159;                    North         East     Units Scale Factor Converg.
 LG1159;SPC NE       -    99,043.161   778,400.996   MT  0.99976222   +2 10 59.9
 LG1159;SPC NE       -   324,944.10  2,553,803.93   sFT  0.99976222   +2 10 59.9
 LG1159;UTM  14      - 4,505,500.594   693,921.103   MT  1.00006289   +1 29 45.8
 LG1159
 LG1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1159!SPC NE       -   0.99994110  x   0.99976222  =   0.99970333
 LG1159!UTM  14      -   0.99994110  x   1.00006289  =   1.00000398
 LG1159
 LG1159:                Primary Azimuth Mark                     Grid Az
 LG1159:SPC NE       -  JAMAICA 2 AZ MK                          197 45 08.6
 LG1159:UTM  14      -  JAMAICA 2 AZ MK                          198 26 22.7
 LG1159
 LG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9392105500(NAD 83)
 LG1159
 LG1159|---------------------------------------------------------------------|
 LG1159| PID    Reference Object                     Distance      Geod. Az  |
 LG1159|                                                           dddmmss.s |
 LG1159| LG1311 JAMAICA 2 RM 5                       13.224 METERS 00406     |
 LG1159| LG1154 JAMAICA                              13.889 METERS 09516     |
 LG1159| CL7180 JAMAICA AZ MK                                      1772909.4 |
 LG1159| LG1309 JAMAICA 2 AZ MK                     477.760 METERS 1995608.5 |
 LG1159| LG1310 JAMAICA 2 RM 6                       23.916 METERS 27848     |
 LG1159| LG1464 JAMAICA RM 3                         15.226 METERS 28047     |
 LG1159| LG1465 JAMAICA 2 RM 4                       20.580 METERS 34059     |
 LG1159|---------------------------------------------------------------------|
 LG1159
 LG1159                          SUPERSEDED SURVEY CONTROL
 LG1159
 LG1159  NAD 83(1986)-  40 40 39.37697(N)    096 42 19.58601(W) AD(       ) 3
 LG1159  NAD 27      -  40 40 39.37133(N)    096 42 18.51890(W) AD(       ) 3
 LG1159  NGVD 29             401.37   (m)         1316.8    (f) LEVELING    3  
 LG1159
 LG1159.Superseded values are not recommended for survey control.
 LG1159
 LG1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1159.See file dsdata.pdf to determine how the superseded data were derived.
 LG1159
 LG1159_MARKER: DS = TRIANGULATION STATION DISK
 LG1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1159_STAMPING: JAMAICA 2 1966
 LG1159_MARK LOGO: CGS
 LG1159_PROJECTION: FLUSH
 LG1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1159+STABILITY: SURFACE MOTION
 LG1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1159+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2016
 LG1159
 LG1159  HISTORY     - Date     Condition        Report By
 LG1159  HISTORY     - 1966     MONUMENTED       CGS
 LG1159  HISTORY     - 1966     GOOD             CGS
 LG1159  HISTORY     - 1981     GOOD             LOCENG
 LG1159  HISTORY     - 19820824 GOOD             NGS
 LG1159  HISTORY     - 19911022 GOOD             NGS
 LG1159  HISTORY     - 2002     GOOD             NEDR
 LG1159  HISTORY     - 20161209 GOOD             WOOLPT
 LG1159
 LG1159                          STATION DESCRIPTION
 LG1159
 LG1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1159'THE STATION IS ABOUT 10 MILES SOUTH OF LINCOLN AND 2 MILES
 LG1159'SOUTH OF JAMAICA ON THE PROPERTY OF MR. L.C. LIDOLPH.  IT IS
 LG1159'JUST SOUTH OF THE LAND OWNERS FARMHOUSE.
 LG1159'
 LG1159'THE STATION IS ON THE WEST EDGE OF THE RIGHT OF WAY OF U.S.
 LG1159'HIGHWAY 77, 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 LG1159'29 FEET SOUTH OF THE SOUTH YARD FENCE AND 19 FEET SOUTH OF THE
 LG1159'CENTERLINE OF A FARM DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND
 LG1159'AND THE DISK IS STAMPED JAMAICA 2 1966.
 LG1159'
 LG1159'R.M. NO. 3 IS 46 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 LG1159'A HOUSE, 14.5 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 7
 LG1159'FEET SOUTHEAST OF A 24-INCH ELM TREE.  MARK PROJECTS 3 INCHES
 LG1159'AND DISK IS STAMPED JAMAICA NO 3 1947.
 LG1159'
 LG1159'R.M. NO. 4 IS AT THE EAST SIDE OF A FARMHOUSE, 1.5 FEET EAST OF
 LG1159'THE FRONT PORCH AND IS IN THE NORTHEAST CORNER OF A CONCRETE STEP.
 LG1159'THE DISK IS SET IN A DRILL HOLE IN CONCRETE STEP AND IS STAMPED
 LG1159'JAMAICA 2 NO 4 1966.
 LG1159'
 LG1159'THE AZIMUTH MARK IS 52 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 LG1159'OF A ROCK HOUSE, 24.8 FEET NORTHEAST OF A YARD LIGHT, 13 FEET
 LG1159'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTHWEST OF A
 LG1159'BOARD FENCE.  MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LG1159'STAMPED JAMAICA 2 1966.
 LG1159'
 LG1159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY,
 LG1159'ABOUT 6 MILES NORTH OF PRINCETON, GO NORTH ON U.S. 77 FOR 1.3
 LG1159'MILES TO A DRIVEWAY ON THE LEFT (TURN LEFT AND GO WEST 0.15 MILE
 LG1159'TO THE AZIMUTH MARK), CONTINUE NORTH ON THE HIGHWAY FOR 0.3
 LG1159'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT TO FARMHOUSE AND
 LG1159'STATION SITE.
 LG1159
 LG1159                          STATION RECOVERY (1966)
 LG1159
 LG1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG1159'RECOVERED IN GOOD CONDITION.
 LG1159
 LG1159                          STATION RECOVERY (1981)
 LG1159
 LG1159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1159'JAMAICA 2 1966 RECOVERED GOOD (STATION MARK).
 LG1159'
 LG1159'R.M.S AND AZI NOT SEARCHED FOR.
 LG1159'
 LG1159'DESCRIPTION ADEQUATE.
 LG1159'
 LG1159'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI S. LINCOLN.
 LG1159
 LG1159                          STATION RECOVERY (1982)
 LG1159
 LG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1159'THE SURFACE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK
 LG1159'WERE RECOVERED.  REFERENCE MARK 3 APPEARED TO LEAN AND THE DISTANCE
 LG1159'AND DIRECTION FAILED TO AGREE WITH 1966 DATA.  REFERENCE MARK 4 WAS
 LG1159'OBSTRUCTED BY A TREE.  REFERENCE MARK 4 WAS IN THE STEP OF A PORCH ON
 LG1159'A HOUSE THAT IS TO BE DESTROYED AND REFERENCE MARK 3 INTERFERED WITH
 LG1159'MOWING OPERATIONS.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AND
 LG1159'REFERENCE MARKS 3 AND 4 WERE DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 LG1159'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH FROM LINCOLN,
 LG1159'11.3 KM (7.0 MI) SOUTHWEST FROM CHENEY, 4.8 KM (3.0 MI) NORTHWEST
 LG1159'FROM ROCA, 2.41 KM (1.50 MI) NORTH FROM THE JUNCTION OF STATE HIGHWAY
 LG1159'33 AND U.S. HIGHWAY 77 AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 LG1159'77, ADJACENT TO PROPERTY OWNED BY MR. A. LIDOLPH, RURAL ROUTE 1,
 LG1159'ROCA, NEBRASKA  68430.
 LG1159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 7 WITH STATE HIGHWAY 33,
 LG1159'ABOUT 3.2 KM (2.0 MI) WEST FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41
 LG1159'KM (1.50 MI) TO A CROSSOVER IN THE MEDIAN.  TURN LEFT AND GO WEST,
 LG1159'CROSSING THE SOUTHBOUND LANES, TO A DRIVEWAY.  TURN RIGHT AND GO
 LG1159'NORTH ON LIDOLPH DRIVE FOR 0.24 KM (0.15 MI) TO THE STATION.
 LG1159'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1159'FLUSH WITH THE GROUND.  IT IS 23.93 M (78.51 FT) EAST FROM A CONCRETE
 LG1159'RIGHT-OF-WAY MARKER, 21.0 M (68.9 FT) WEST FROM THE CENTERLINE OF THE
 LG1159'SOUTHBOUND LANES OF THE HIGHWAY AND 42.1 M (138.1 FT) SOUTH FROM A
 LG1159'CONCRETE RIGHT-OF-WAY MARKER.  THE UNDERGROUND MARK WAS NOT
 LG1159'INSPECTED.
 LG1159
 LG1159                          STATION RECOVERY (1991)
 LG1159
 LG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1159'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1159'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 1.0 KM (0.60
 LG1159'MI) NORTH OF THE INTERSECTION OF STRUCK ROAD, 23.9 M (78.4 FT) EAST
 LG1159'OF REFERENCE MARK 5, 21.2 M (69.6 FT) WEST OF THE CENTERLINE OF THE
 LG1159'SOUTHBOUND LANES OF THE HIGHWAY, 13.6 M (44.6 FT) SOUTH OF A
 LG1159'RIGHT-OF-WAY MARKER, 13.2 M (43.3 FT) SOUTH OF REFERENCE MARK 6, 7.2
 LG1159'M (23.6 FT) EAST OF THE CENTER OF LIDOLPH LANE, 2.5 M (8.2 FT) SOUTH
 LG1159'OF AN UNDERGROUND CABLE WARNING SIGN, 0.6 M (2.0 FT) ABOVE THE LEVEL
 LG1159'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG1159'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY MR. A. LIDOLPH, RURAL
 LG1159'ROUTE 1, ROCA, NE 68430.
 LG1159
 LG1159                          STATION RECOVERY (2002)
 LG1159
 LG1159'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1159'RECOVERED AS DESCRIBED.
 LG1159
 LG1159                          STATION RECOVERY (2016)
 LG1159
 LG1159'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1309 ***********************************************************************
 LG1309  DESIGNATION -  JAMAICA 2 AZ MK
 LG1309  PID         -  LG1309
 LG1309  STATE/COUNTY-  NE/LANCASTER
 LG1309  COUNTRY     -  US
 LG1309  USGS QUAD   -  ROCA (2017)
 LG1309
 LG1309                         *CURRENT SURVEY CONTROL
 LG1309  ______________________________________________________________________
 LG1309* NAD 83(1995) POSITION- 40 40 24.80892(N) 096 42 26.52170(W)   ADJUSTED
 LG1309* NAVD 88 ORTHO HEIGHT -   405.510 (meters)     1330.41  (feet) ADJUSTED
 LG1309  ______________________________________________________________________
 LG1309  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 LG1309  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 LG1309  DYNAMIC HEIGHT  -        405.334 (meters)     1329.83  (feet) COMP
 LG1309  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 LG1309
 LG1309  HORZ ORDER      -  THIRD
 LG1309  VERT ORDER      -  FIRST     CLASS II
 LG1309
 LG1309.The horizontal coordinates were established by classical geodetic methods
 LG1309.and adjusted by the National Geodetic Survey in August 1997.
 LG1309
 LG1309.The orthometric height was determined by differential leveling and
 LG1309.adjusted by the NATIONAL GEODETIC SURVEY
 LG1309.in May 1993.
 LG1309
 LG1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1309.GEOID18 height accuracy estimate available here.
 LG1309
 LG1309.Click photographs - Photos may exist for this station.
 LG1309
 LG1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1309
 LG1309.The dynamic height is computed by dividing the NAVD 88
 LG1309.geopotential number by the normal gravity value computed on the
 LG1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1309.degrees latitude (g = 980.6199 gals.).
 LG1309
 LG1309.The modeled gravity was interpolated from observed gravity values.
 LG1309
 LG1309. The following values were computed from the NAD 83(1995) position.
 LG1309
 LG1309;                    North         East     Units Scale Factor Converg.
 LG1309;SPC NE       -    98,588.258   778,255.359   MT  0.99976323   +2 10 55.3
 LG1309;SPC NE       -   323,451.64  2,553,326.12   sFT  0.99976323   +2 10 55.3
 LG1309;UTM  14      - 4,505,047.335   693,769.975   MT  1.00006217   +1 29 40.9
 LG1309
 LG1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1309!SPC NE       -   0.99994046  x   0.99976323  =   0.99970371
 LG1309!UTM  14      -   0.99994046  x   1.00006217  =   1.00000263
 LG1309
 LG1309:                Primary Azimuth Mark                     Grid Az
 LG1309:SPC NE       -  JAMAICA                                  019 21 05.8
 LG1309:UTM  14      -  JAMAICA                                  020 02 20.2
 LG1309
 LG1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9376905047(NAD 83)
 LG1309
 LG1309|---------------------------------------------------------------------|
 LG1309| PID    Reference Object                     Distance      Geod. Az  |
 LG1309|                                                           dddmmss.s |
 LG1309| LG1159 JAMAICA 2                           477.760 METERS 0195604.0 |
 LG1309| LG1154 JAMAICA                             481.465 METERS 0213201.1 |
 LG1309|---------------------------------------------------------------------|
 LG1309
 LG1309                          SUPERSEDED SURVEY CONTROL
 LG1309
 LG1309  NAD 83(1986)-  40 40 24.81706(N)    096 42 26.52319(W) AD(       ) 3
 LG1309  NGVD 29             405.34   (m)         1329.9    (f) LEVELING    3  
 LG1309
 LG1309.Superseded values are not recommended for survey control.
 LG1309
 LG1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1309.See file dsdata.pdf to determine how the superseded data were derived.
 LG1309
 LG1309_MARKER: DZ = AZIMUTH MARK DISK
 LG1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1309_STAMPING: JAMAICA 2 1966
 LG1309_MARK LOGO: CGS
 LG1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1309+STABILITY: SURFACE MOTION
 LG1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1309+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1309
 LG1309  HISTORY     - Date     Condition        Report By
 LG1309  HISTORY     - 1966     MONUMENTED       CGS
 LG1309  HISTORY     - 19911022 GOOD             NGS
 LG1309
 LG1309                          STATION DESCRIPTION
 LG1309
 LG1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1309'11.9 KM (7.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1309'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.4
 LG1309'KM (0.25 MI) SOUTHWESTERLY ALONG BLOCKS DRIVE, 0.6 KM (0.35 MI) NORTH
 LG1309'OF THE INTERSECTION OF STRUCK ROAD, 15.9 M (52.2 FT) EAST OF THE
 LG1309'NORTHEAST CORNER OF A HOUSE, 10.8 M (35.4 FT) SOUTH-SOUTHEAST OF A
 LG1309'FLAG POLE, 3.7 M (12.1 FT) SOUTH OF THE CENTER OF THE DRIVE, 0.8 M
 LG1309'(2.6 FT) NORTHEAST OF THE NORTHEAST END OF A FENCE, 0.3 M (1.0 FT)
 LG1309'BELOW THE LEVEL OF THE DRIVE, AND THE MONUMENT IS 0.1 M (0.3 FT)
 LG1309'BELOW THE GROUND SURFACE.
 LG1309'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 16.5 KM (10.3 MI)
 LG1309'SOUTH FROM LINCOLN, 4.8 KM (3.0 MI) WEST-NORTHWEST FROM ROCA, 0.4 KM
 LG1309'(0.2 MI) WEST FROM U.S. HIGHWAY 77 AND ON PROPERTY OWNED BY RICHARD
 LG1309'G. BLOCK, RURAL ROUTE 1, ROCA, NEBRASKA  68430.  TELEPHONE 402 794
 LG1309'4125.
 LG1309'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 33,
 LG1309'ABOUT 3.2 KM (2.0 MI) WEST FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41
 LG1309'KM (1.50 MI) TO A CROSSOVER IN THE MEDIAN.  TURN LEFT AND GO WEST,
 LG1309'CROSSING THE SOUTHBOUND LANES, TO A DRIVEWAY.  TURN LEFT AND GO SOUTH
 LG1309'ON BLOCKS LANE FOR 0.24 KM (0.15 MI) TO A CURVE.  CONTINUE WEST ON
 LG1309'THE DRIVE FOR 0.08 KM (0.05 MI) TO THE HOUSE OF MR. BLOCK AND THE
 LG1309'STATION.
 LG1309'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 LG1309'CM ABOVE THE GROUND.  IT IS 15.88 M (52.10 FT) EAST-NORTHEAST FROM
 LG1309'THE NORTHEAST CORNER OF A YELLOW, ROCK HOUSE, 3.7 M (12.1 FT) SOUTH
 LG1309'FROM THE CENTERLINE OF THE DRIVE AND 0.91 M (2.99 FT) NORTHEAST FROM
 LG1309'THE END OF A SPLIT-RAIL FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1311 ***********************************************************************
 LG1311  DESIGNATION -  JAMAICA 2 RM 5
 LG1311  PID         -  LG1311
 LG1311  STATE/COUNTY-  NE/LANCASTER
 LG1311  COUNTRY     -  US
 LG1311  USGS QUAD   -  ROCA (2017)
 LG1311
 LG1311                         *CURRENT SURVEY CONTROL
 LG1311  ______________________________________________________________________
 LG1311* NAD 83(1995) POSITION- 40 40 39.79676(N) 096 42 19.54533(W)   ADJUSTED
 LG1311* NAVD 88 ORTHO HEIGHT -   401.052 (meters)     1315.78  (feet) ADJUSTED
 LG1311  ______________________________________________________________________
 LG1311  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 LG1311  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 LG1311  DYNAMIC HEIGHT  -        400.879 (meters)     1315.22  (feet) COMP
 LG1311  MODELED GRAVITY -    980,178.3   (mgal)                       NAVD 88
 LG1311
 LG1311  HORZ ORDER      -  THIRD
 LG1311  VERT ORDER      -  FIRST     CLASS II
 LG1311
 LG1311.The horizontal coordinates were established by classical geodetic methods
 LG1311.and adjusted by the National Geodetic Survey in August 1997.
 LG1311
 LG1311.The orthometric height was determined by differential leveling and
 LG1311.adjusted by the NATIONAL GEODETIC SURVEY
 LG1311.in May 1993.
 LG1311
 LG1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1311.GEOID18 height accuracy estimate available here.
 LG1311
 LG1311.Click photographs - Photos may exist for this station.
 LG1311
 LG1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1311
 LG1311.The dynamic height is computed by dividing the NAVD 88
 LG1311.geopotential number by the normal gravity value computed on the
 LG1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1311.degrees latitude (g = 980.6199 gals.).
 LG1311
 LG1311.The modeled gravity was interpolated from observed gravity values.
 LG1311
 LG1311. The following values were computed from the NAD 83(1995) position.
 LG1311
 LG1311;                    North         East     Units Scale Factor Converg.
 LG1311;SPC NE       -    99,056.375   778,401.439   MT  0.99976219   +2 10 59.9
 LG1311;SPC NE       -   324,987.46  2,553,805.39   sFT  0.99976219   +2 10 59.9
 LG1311;UTM  14      - 4,505,513.806   693,921.705   MT  1.00006290   +1 29 45.9
 LG1311
 LG1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1311!SPC NE       -   0.99994116  x   0.99976219  =   0.99970336
 LG1311!UTM  14      -   0.99994116  x   1.00006290  =   1.00000406
 LG1311
 LG1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9392105513(NAD 83)
 LG1311
 LG1311                          SUPERSEDED SURVEY CONTROL
 LG1311
 LG1311  NAD 83(1986)-  40 40 39.80460(N)    096 42 19.54570(W) AD(       ) 3
 LG1311  NGVD 29             400.96   (m)         1315.5    (f) LEVELING    3  
 LG1311
 LG1311.Superseded values are not recommended for survey control.
 LG1311
 LG1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1311.See file dsdata.pdf to determine how the superseded data were derived.
 LG1311
 LG1311_MARKER: DR = REFERENCE MARK DISK
 LG1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1311_STAMPING: JAMAICA 2 1966 NO 5 1982
 LG1311_MARK LOGO: NGS
 LG1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1311+STABILITY: SURFACE MOTION
 LG1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1311+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1311
 LG1311  HISTORY     - Date     Condition        Report By
 LG1311  HISTORY     - 1982     MONUMENTED       NGS
 LG1311  HISTORY     - 19911022 GOOD             NGS
 LG1311
 LG1311                          STATION DESCRIPTION
 LG1311
 LG1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1311'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1311'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 1.0 KM (0.60
 LG1311'MI) NORTH OF THE INTERSECTION OF STRUCK ROAD, 44.8 M (147.0 FT) WEST
 LG1311'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 26.5 M
 LG1311'(86.9 FT) WEST-SOUTHWEST OF REFERENCE MARK 6, 25.7 M (84.3 FT)
 LG1311'NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 25.0 M (82.0
 LG1311'FT) SOUTH OF A UTILITY LIGHT POLE WITH A TRANSFORMER AND A GUY CABLE,
 LG1311'23.9 M (78.4 FT) WEST OF TRIANGULATION STATION JAMAICA 2, 18.5 M
 LG1311'(60.7 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 0.4 M
 LG1311'(1.3 FT) SOUTH OF A RIGHT-0F-WAY MARKER, AND THE MONUMENT IS FLUSH
 LG1311'WITH THE GROUND SURFACE.
 LG1311'THE MARK IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH FROM LINCOLN, 4.8 KM
 LG1311'(3.0 MI) NORTHWEST FROM ROCA, 2.41 KM (1.50 MI) NORTH FROM THE
 LG1311'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 33 AND ON THE WEST
 LG1311'RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 LG1311'TO REACH FROM THE JUNCTION OF THE HIGHWAYS, ABOUT 3.2 KM (2.0 MI) WEST
 LG1311'FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41 KM (1.50 MI) TO A
 LG1311'CROSSOVER IN THE MEDIAN.  TURN LEFT, CROSSING THE SOUTHBOUND LANES,
 LG1311'TO LIDOLPH DRIVE.  TURN RIGHT AND GO NORTH ON LIDOLPH DRIVE FOR 0.24
 LG1311'KM (0.15 MI) TO THE MARK ON THE RIGHT.
 LG1311'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 LG1311'WITH THE GROUND.  IT IS 23.97 M (78.64 FT) EAST FROM A CONCRETE
 LG1311'RIGHT-OF-WAY MARKER, 20.4 M (66.9 FT) WEST FROM THE CENTERLINE OF THE
 LG1311'SOUTHBOUND LANES OF THE HIGHWAY AND 0.4 M (1.3 FT) SOUTH FROM A
 LG1311'CONCRETE RIGHT-OF-WAY MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1310 ***********************************************************************
 LG1310  DESIGNATION -  JAMAICA 2 RM 6
 LG1310  PID         -  LG1310
 LG1310  STATE/COUNTY-  NE/LANCASTER
 LG1310  COUNTRY     -  US
 LG1310  USGS QUAD   -  ROCA (2017)
 LG1310
 LG1310                         *CURRENT SURVEY CONTROL
 LG1310  ______________________________________________________________________
 LG1310* NAD 83(1995) POSITION- 40 40 39.48768(N) 096 42 20.59201(W)   ADJUSTED
 LG1310* NAVD 88 ORTHO HEIGHT -   401.650 (meters)     1317.75  (feet) ADJUSTED
 LG1310  ______________________________________________________________________
 LG1310  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 LG1310  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 LG1310  DYNAMIC HEIGHT  -        401.476 (meters)     1317.18  (feet) COMP
 LG1310  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 LG1310
 LG1310  HORZ ORDER      -  THIRD
 LG1310  VERT ORDER      -  FIRST     CLASS II
 LG1310
 LG1310.The horizontal coordinates were established by classical geodetic methods
 LG1310.and adjusted by the National Geodetic Survey in August 1997.
 LG1310
 LG1310.The orthometric height was determined by differential leveling and
 LG1310.adjusted by the NATIONAL GEODETIC SURVEY
 LG1310.in May 1993.
 LG1310
 LG1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1310.GEOID18 height accuracy estimate available here.
 LG1310
 LG1310.Click photographs - Photos may exist for this station.
 LG1310
 LG1310.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1310
 LG1310.The dynamic height is computed by dividing the NAVD 88
 LG1310.geopotential number by the normal gravity value computed on the
 LG1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1310.degrees latitude (g = 980.6199 gals.).
 LG1310
 LG1310.The modeled gravity was interpolated from observed gravity values.
 LG1310
 LG1310. The following values were computed from the NAD 83(1995) position.
 LG1310
 LG1310;                    North         East     Units Scale Factor Converg.
 LG1310;SPC NE       -    99,045.914   778,377.245   MT  0.99976221   +2 10 59.2
 LG1310;SPC NE       -   324,953.14  2,553,726.01   sFT  0.99976221   +2 10 59.2
 LG1310;UTM  14      - 4,505,503.633   693,897.380   MT  1.00006278   +1 29 45.2
 LG1310
 LG1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1310!SPC NE       -   0.99994107  x   0.99976221  =   0.99970329
 LG1310!UTM  14      -   0.99994107  x   1.00006278  =   1.00000384
 LG1310
 LG1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9389705503(NAD 83)
 LG1310
 LG1310                          SUPERSEDED SURVEY CONTROL
 LG1310
 LG1310  NAD 83(1986)-  40 40 39.49555(N)    096 42 20.59239(W) AD(       ) 3
 LG1310  NGVD 29             401.55   (m)         1317.4    (f) LEVELING    3  
 LG1310
 LG1310.Superseded values are not recommended for survey control.
 LG1310
 LG1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1310.See file dsdata.pdf to determine how the superseded data were derived.
 LG1310
 LG1310_MARKER: DR = REFERENCE MARK DISK
 LG1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1310_STAMPING: JAMAICA 2 1966 NO 6 1982
 LG1310_MARK LOGO: NGS
 LG1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1310+STABILITY: SURFACE MOTION
 LG1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1310+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1310
 LG1310  HISTORY     - Date     Condition        Report By
 LG1310  HISTORY     - 1982     MONUMENTED       NGS
 LG1310  HISTORY     - 19911022 GOOD             NGS
 LG1310
 LG1310                          STATION DESCRIPTION
 LG1310
 LG1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1310'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1310'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 1.0 KM (0.60
 LG1310'MI) NORTH OF THE INTERSECTION OF STRUCK ROAD, 28.8 M (94.5 FT)
 LG1310'EAST-SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE,
 LG1310'26.5 M (86.9 FT) EAST-NORTHEAST OF REFERENCE MARK 5, 20.5 M (67.3 FT)
 LG1310'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.2 M
 LG1310'(43.3 FT) NORTH OF TRIANGULATION STATION JAMAICA 2, 8.0 M (26.2 FT)
 LG1310'EAST OF THE EXTENDED CENTER OF LIDOLPH LANE, 0.6 M (2.0 FT) ABOVE THE
 LG1310'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A RIGHT-0F-WAY MARKER,
 LG1310'AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 LG1310'THE MARK IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH FROM LINCOLN, 4.8 KM
 LG1310'(3.0 MI) NORTHWEST FROM ROCA, 2.41 KM (1.50 MI) NORTH FROM THE
 LG1310'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 33 AND ON THE WEST
 LG1310'RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 LG1310'TO REACH FROM THE JUNCTION OF THE HIGHWAYS, ABOUT 3.2 KM (2.0 MI) WEST
 LG1310'FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41 KM (1.50 MI) TO A
 LG1310'CROSSOVER IN THE MEDIAN.  TURN LEFT, CROSSING THE SOUTHBOUND LANES,
 LG1310'TO LIDOLPH DRIVE.  TURN RIGHT AND GO NORTH ON LIDOLPH DRIVE FOR 0.24
 LG1310'KM (0.15 MI) TO THE MARK ON THE RIGHT.
 LG1310'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 LG1310'WITH THE GROUND.  IT IS 44.3 M (145.3 FT) WEST FROM THE CENTERLINE OF
 LG1310'THE SOUTHBOUND LANES OF THE HIGHWAY AND 0.4 M (1.3 FT) SOUTH FROM A
 LG1310'CONCRETE RIGHT-OF-WAY MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0555 ***********************************************************************
 MN0555  DESIGNATION -  JAMES
 MN0555  PID         -  MN0555
 MN0555  STATE/COUNTY-  NE/CHEYENNE
 MN0555  COUNTRY     -  US
 MN0555  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0555
 MN0555                         *CURRENT SURVEY CONTROL
 MN0555  ______________________________________________________________________
 MN0555* NAD 83(1995) POSITION- 41 12 21.85128(N) 103 10 49.45650(W)   ADJUSTED
 MN0555* NAVD 88 ORTHO HEIGHT -  1304.3   (meters)     4279.    (feet) VERTCON
 MN0555  ______________________________________________________________________
 MN0555  GEOID HEIGHT    -        -19.581 (meters)                     GEOID18
 MN0555  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 MN0555  HORZ ORDER      -  THIRD
 MN0555
 MN0555.The horizontal coordinates were established by classical geodetic methods
 MN0555.and adjusted by the National Geodetic Survey in August 1997.
 MN0555
 MN0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0555
 MN0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0555.GEOID18 height accuracy estimate available here.
 MN0555
 MN0555.Click photographs - Photos may exist for this station.
 MN0555
 MN0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0555
 MN0555. The following values were computed from the NAD 83(1995) position.
 MN0555
 MN0555;                    North         East     Units Scale Factor Converg.
 MN0555;SPC NE       -   157,313.004   233,398.777   MT  0.99967221   -2 06 27.5
 MN0555;SPC NE       -   516,117.75    765,742.49   sFT  0.99967221   -2 06 27.5
 MN0555;UTM  13      - 4,563,229.292   652,556.588   MT  0.99988644   +1 11 56.1
 MN0555
 MN0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0555!SPC NE       -   0.99979852  x   0.99967221  =   0.99947080
 MN0555!UTM  13      -   0.99979852  x   0.99988644  =   0.99968498
 MN0555
 MN0555:                Primary Azimuth Mark                     Grid Az
 MN0555:SPC NE       -  JAMES AZ MK                              110 00 54.7
 MN0555:UTM  13      -  JAMES AZ MK                              106 42 31.1
 MN0555
 MN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5255663229(NAD 83)
 MN0555
 MN0555|---------------------------------------------------------------------|
 MN0555| PID    Reference Object                     Distance      Geod. Az  |
 MN0555|                                                           dddmmss.s |
 MN0555| CP8319 JAMES RM 1                           21.648 METERS 09908     |
 MN0555| CP8318 JAMES AZ MK                                        1075427.2 |
 MN0555| CP8320 JAMES RM 2                           45.089 METERS 28302     |
 MN0555|---------------------------------------------------------------------|
 MN0555
 MN0555                          SUPERSEDED SURVEY CONTROL
 MN0555
 MN0555  NAD 83(1993)-  41 12 21.84984(N)    103 10 49.45655(W) AD(       ) 3
 MN0555  NAD 83(1986)-  41 12 21.84367(N)    103 10 49.45701(W) AD(       ) 3
 MN0555  NAD 27      -  41 12 21.90770(N)    103 10 47.71370(W) AD(       ) 3
 MN0555  NGVD 29 (07/19/86) 1303.7    (m)         4277.     (f) VERT ANG       
 MN0555
 MN0555.Superseded values are not recommended for survey control.
 MN0555
 MN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0555.See file dsdata.pdf to determine how the superseded data were derived.
 MN0555
 MN0555_MARKER: DS = TRIANGULATION STATION DISK
 MN0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0555_STAMPING: JAMES 1963
 MN0555_MARK LOGO: CGS
 MN0555_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0555+STABILITY: SURFACE MOTION
 MN0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0555+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1996
 MN0555
 MN0555  HISTORY     - Date     Condition        Report By
 MN0555  HISTORY     - 1963     MONUMENTED       CGS
 MN0555  HISTORY     - 1985     GOOD             DMA
 MN0555  HISTORY     - 19961106 GOOD             NEDR
 MN0555  HISTORY     - 20160601 GOOD             INDIV
 MN0555
 MN0555                          STATION DESCRIPTION
 MN0555
 MN0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0555'THE STATION IS LOCATED ON RAILROAD RIGHT-OF-WAY PROPERTY 12
 MN0555'MILES WEST-NORTHWEST OF SIDNEY, 7-1/2 MILES EAST OF POTTER
 MN0555'AND 3-1/2 MILES WEST-SOUTHWEST OF ORDVILLE.
 MN0555'
 MN0555'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, DRIVE WEST
 MN0555'ON ILLINOIS AVE AND U.S. HIGHWAY 30 FOR 8.25 MILES TO THE
 MN0555'JUNCTION OF STATE SPUR 230.  CONTINUE WEST ON U.S. HIGHWAY 30
 MN0555'FOR 3.05 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 MN0555'HIGHWAY.  CONTINUE WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO
 MN0555'THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 MN0555'
 MN0555'THE STATION MARK IS A STANDARD DISK, STAMPED JAMES 1963, SET
 MN0555'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0555'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 MN0555'IT IS 102 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 20-1/2
 MN0555'FEET SOUTHEAST OF A TELEPHONE POLE, 4.7 FEET WEST-NORTHWEST
 MN0555'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.6 FOOT
 MN0555'NORTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 30.
 MN0555'
 MN0555'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JAMES NO 1 1963,
 MN0555'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0555'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0555'SURFACE.  IT IS 102 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MN0555'30, 66.4 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0555'AND 1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG
 MN0555'U.S. HIGHWAY 30.
 MN0555'
 MN0555'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JAMES NO 2 1963,
 MN0555'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0555'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0555'SURFACE.  IT IS 111 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30,
 MN0555'151.7 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0555'AND 1.0 FOOT SOUTH OF A TELEPHONE POLE.
 MN0555'
 MN0555'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JAMES 1963, SET
 MN0555'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0555'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 MN0555'IT IS 86 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30, 2.0 FEET
 MN0555'NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST
 MN0555'WITH A SIGN ATTACHED AND 0.6 FOOT NORTH OF THE SOUTH
 MN0555'RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 30.
 MN0555
 MN0555                          STATION RECOVERY (1985)
 MN0555
 MN0555'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0555'JAMES 1963 FOUND GOOD.
 MN0555'JAMES AZIMUTH MARK NOT SEARCHED FOR.
 MN0555'JAMES NO 1 NOT SEARCHED FOR.
 MN0555'JAMES NO 2 NOT SEARCHED FOR.
 MN0555
 MN0555                          STATION RECOVERY (1996)
 MN0555
 MN0555'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0555'THE SURFACE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK
 MN0555'WERE FOUND IN GOOD CONDITION, ABOUT 7.25 MI (11.67 KM) EAST OF POTTER
 MN0555'AND BETWEEN U.S.  HIGHWAY 30 AND THE UNION PACIFIC RAILROAD TRACKS, ON
 MN0555'RIGHT-OF-WAY AND IN THE NW 1/4, SEC09, T14N, R52W.  TO REACH THE
 MN0555'STATION MARK FROM THE JUNCTION OF U.S.  HIGHWAY 30, WITH STATE ROAD
 MN0555'17B SPUR, AT POTTER, GO EAST ON HIGHWAY 30 FOR 7.2 MI (11.6 KM) TO THE
 MN0555'MARK ON THE LEFT, 31.190 M (102.329 FT) NORTH OF THE CENTERLINE OF THE
 MN0555'HIGHWAY, 24.480 M (80.315 FT) SOUTH OF THE SOUTH RAIL OF THE SOUTH SET
 MN0555'OF TRACKS, 4.670 M (15.321 FT) SOUTHWEST OF A FIBER OPTIC CABLE MARKER
 MN0555'POST AND 0.90 M (2.95 FT) SOUTH OF A WITNESS POST.  THE AZIMUTH MARK
 MN0555'IS 0.35 MI (0.56 KM) EAST OF THE STATION, 26.27 M (86.19 FT) SOUTH OF
 MN0555'THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A FENCE AND
 MN0555'0.45 M (1.48 FT) WEST OF A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE
 MN0555'BOTH THE STATION AZIMUTH MARKS.
 MN0555
 MN0555                          STATION RECOVERY (2016)
 MN0555
 MN0555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0555'JAMES 1963 RECOVERED AS DESCRIBED 
 MN0555'JAMES NO 1 RECOVERED AS DECRIBED 
 MN0555'MP 47+44
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0623 ***********************************************************************
 NP0623  DESIGNATION -  JAMESON
 NP0623  PID         -  NP0623
 NP0623  STATE/COUNTY-  NE/SHERIDAN
 NP0623  COUNTRY     -  US
 NP0623  USGS QUAD   -  GAUNT LAKE (2017)
 NP0623
 NP0623                         *CURRENT SURVEY CONTROL
 NP0623  ______________________________________________________________________
 NP0623* NAD 83(1995) POSITION- 42 05 10.64064(N) 102 14 06.61072(W)   ADJUSTED
 NP0623* NAVD 88 ORTHO HEIGHT -  1266.    (meters)     4154.    (feet) SCALED
 NP0623  ______________________________________________________________________
 NP0623  GEOID HEIGHT    -        -18.963 (meters)                     GEOID18
 NP0623  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 NP0623  HORZ ORDER      -  FIRST
 NP0623
 NP0623.The horizontal coordinates were established by classical geodetic methods
 NP0623.and adjusted by the National Geodetic Survey in August 1997.
 NP0623
 NP0623.The orthometric height was scaled from a topographic map.
 NP0623
 NP0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0623.GEOID18 height accuracy estimate available here.
 NP0623
 NP0623.Click photographs - Photos may exist for this station.
 NP0623
 NP0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0623
 NP0623. The following values were computed from the NAD 83(1995) position.
 NP0623
 NP0623;                    North         East     Units Scale Factor Converg.
 NP0623;SPC NE       -   252,529.315   315,139.143   MT  0.99970985   -1 28 52.5
 NP0623;SPC NE       -   828,506.59  1,033,919.00   sFT  0.99970985   -1 28 52.5
 NP0623;UTM  13      - 4,663,056.445   728,676.227   MT  1.00024349   +1 51 14.1
 NP0623
 NP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0623!SPC NE       -   0.99980452  x   0.99970985  =   0.99951443
 NP0623!UTM  13      -   0.99980452  x   1.00024349  =   1.00004796
 NP0623
 NP0623:                Primary Azimuth Mark                     Grid Az
 NP0623:SPC NE       -  JAMESON AZ MK                            155 29 44.2
 NP0623:UTM  13      -  JAMESON AZ MK                            152 09 37.6
 NP0623
 NP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2867663056(NAD 83)
 NP0623
 NP0623|---------------------------------------------------------------------|
 NP0623| PID    Reference Object                     Distance      Geod. Az  |
 NP0623|                                                           dddmmss.s |
 NP0623| CQ4075 JAMESON RM 1                         13.332 METERS 01544     |
 NP0623| CQ4074 JAMESON AZ MK                                      1540051.7 |
 NP0623| CQ4076 JAMESON RM 2                         15.763 METERS 30224     |
 NP0623|---------------------------------------------------------------------|
 NP0623
 NP0623                          SUPERSEDED SURVEY CONTROL
 NP0623
 NP0623  NAD 83(1986)-  42 05 10.63788(N)    102 14 06.61230(W) AD(       ) 1
 NP0623  NAD 27      -  42 05 10.71200(N)    102 14 04.92900(W) AD(       ) 1
 NP0623
 NP0623.Superseded values are not recommended for survey control.
 NP0623
 NP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0623.See file dsdata.pdf to determine how the superseded data were derived.
 NP0623
 NP0623_MARKER: DS = TRIANGULATION STATION DISK
 NP0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0623
 NP0623  HISTORY     - Date     Condition        Report By
 NP0623  HISTORY     - 1946     MONUMENTED       CGS
 NP0623
 NP0623                          STATION DESCRIPTION
 NP0623
 NP0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0623'LOCATED ABOUT 4 MILES NORTHEAST OF ELLSWORTH ON THE HIGHEST POINT
 NP0623'OF A SAND DUNE.  STAMPED JAMESON 1946 AND PROJECTS 6 INCHES.
 NP0623'
 NP0623'REFERENCE MARK NO. 1 IS STAMPED JAMESON NO 1 1946 AND PROJECTS
 NP0623'8 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION.
 NP0623'
 NP0623'REFERENCE MARK NO. 2 IS STAMPED JAMESON NO 2 1946 AND PROJECTS
 NP0623'8 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION.
 NP0623'
 NP0623'THE AZIMUTH MARK IS 48 PACES SOUTHWEST OF A TRACK ROAD ON THE
 NP0623'HIGHEST POINT OF A LOW SAND DUNE.  IT IS STAMPED JAMESON 1946
 NP0623'AND PROJECTS 8 INCHES.
 NP0623'
 NP0623'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NP0623'NO. 2 AND A DIRT ROAD AT ELLSWORTH, GO NORTH ON THE DIRT ROAD,
 NP0623'CROSSING RAILROAD TRACKS, FOR 0.1 MILE.  THEN TURN RIGHT, EAST,
 NP0623'AND FOLLOW THE MAIN TRAVELED ROAD (EAST AND NORTH) FOR 1.9
 NP0623'MILES TO A FORK, THEN RIGHT FORK, PASSING THROUGH A CATTLE
 NP0623'GUARD, NORTHEAST FOR 1.3 MILES TO A FORK.  THEN LEFT FORK
 NP0623'FOR 0.4 MILE TO A CATTLE GUARD AND A WIRE GATE ON THE LEFT*.
 NP0623'GO THROUGH THE WIRE GATE, THEN TURN LEFT (WEST) FOR 0.15
 NP0623'MILE.  THEN TURN RIGHT (NORTH) UP A VERY STEEP SLOPE FOR
 NP0623'0.4 MILE TO THE HIGHEST POINT AND THE STATION.
 NP0623'
 NP0623'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH FOR
 NP0623'ABOUT 100 FEET TO A FORK.  THEN LEFT FORK FOR 0.6 MILE (SOUTHEAST).
 NP0623'THEN LEAVE THE TRACK ROAD AND TURN RIGHT FOR ABOUT 150 FEET
 NP0623'TO THE TOP OF THE SAND DUNE AND THE MARK ON THE HIGHEST POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0734 ***********************************************************************
 NN0734  DESIGNATION -  JAMISON SPIRE
 NN0734  PID         -  NN0734
 NN0734  STATE/COUNTY-  NE/KEYA PAHA
 NN0734  COUNTRY     -  US
 NN0734  USGS QUAD   -  JAMISON (2017)
 NN0734
 NN0734                         *CURRENT SURVEY CONTROL
 NN0734  ______________________________________________________________________
 NN0734* NAD 83(1995) POSITION- 42 59 44.52270(N) 099 18 18.73713(W)   ADJUSTED
 NN0734  ______________________________________________________________________
 NN0734  GEOID HEIGHT    -        -25.173 (meters)                     GEOID18
 NN0734  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 NN0734  HORZ ORDER      -  THIRD
 NN0734
 NN0734.The horizontal coordinates were established by classical geodetic methods
 NN0734.and adjusted by the National Geodetic Survey in August 1997.
 NN0734
 NN0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0734.GEOID18 height accuracy estimate available here.
 NN0734
 NN0734.Click photographs - Photos may exist for this station.
 NN0734
 NN0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0734
 NN0734. The following values were computed from the NAD 83(1995) position.
 NN0734
 NN0734;                    North         East     Units Scale Factor Converg.
 NN0734;SPC NE       -   351,371.282   556,657.505   MT  0.99999803   +0 27 37.6
 NN0734;SPC NE       - 1,152,790.61  1,826,300.50   sFT  0.99999803   +0 27 37.6
 NN0734;SPC SD S     -    74,102.439   683,835.411   MT  0.99996551   +0 42 33.3
 NN0734;SPC SD S     -   243,117.75  2,243,550.01   sFT  0.99996551   +0 42 33.3
 NN0734;UTM  14      - 4,760,382.559   475,121.521   MT  0.99960761   -0 12 29.3
 NN0734
 NN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7512160382(NAD 83)
 NN0734
 NN0734                          SUPERSEDED SURVEY CONTROL
 NN0734
 NN0734  NAD 83(1986)-  42 59 44.52993(N)    099 18 18.74432(W) AD(       ) 3
 NN0734  NAD 27      -  42 59 44.52900(N)    099 18 17.36800(W) AD(       ) 3
 NN0734
 NN0734.Superseded values are not recommended for survey control.
 NN0734
 NN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0734.See file dsdata.pdf to determine how the superseded data were derived.
 NN0734
 NN0734_MARKER: 89 = SPIRE
 NN0734
 NN0734  HISTORY     - Date     Condition        Report By
 NN0734  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0734
 NN0734                          STATION DESCRIPTION
 NN0734
 NN0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0734'POINT OBSERVED UPON WAS TIP OF SPIRE OR CUPOLA OF BUILDING IN
 NN0734'JAMISON.  TOWN WAS NOT VISITED AND BUILDING IS UNIDENTIFIED.
 NN0734'APPARENTLY THE ONLY BUILDING IN TOWN WITH A SPIRE OR CUPOLA.
 NN0734'
 NN0734'OBSERVED UPON FROM TRIANGULATION STATIONS MILLS, BURKE, CARLOCK,
 NN0734'AND WILKINS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1156 ***********************************************************************
 LG1156  DESIGNATION -  JAMMAICA CHURCH SPIRE
 LG1156  PID         -  LG1156
 LG1156  STATE/COUNTY-  NE/LANCASTER
 LG1156  COUNTRY     -  US
 LG1156  USGS QUAD   -  ROCA (2017)
 LG1156
 LG1156                         *CURRENT SURVEY CONTROL
 LG1156  ______________________________________________________________________
 LG1156* NAD 83(1995) POSITION- 40 41 51.52042(N) 096 41 26.52309(W)   ADJUSTED
 LG1156  ______________________________________________________________________
 LG1156  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 LG1156  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 LG1156  HORZ ORDER      -  THIRD
 LG1156
 LG1156.The horizontal coordinates were established by classical geodetic methods
 LG1156.and adjusted by the National Geodetic Survey in August 1997.
 LG1156
 LG1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1156.GEOID18 height accuracy estimate available here.
 LG1156
 LG1156.Click photographs - Photos may exist for this station.
 LG1156
 LG1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1156
 LG1156. The following values were computed from the NAD 83(1995) position.
 LG1156
 LG1156;                    North         East     Units Scale Factor Converg.
 LG1156;SPC NE       -   101,314.189   779,560.785   MT  0.99975727   +2 11 35.0
 LG1156;SPC NE       -   332,394.97  2,557,609.01   sFT  0.99975727   +2 11 35.0
 LG1156;UTM  14      - 4,507,758.244   695,108.402   MT  1.00006858   +1 30 22.7
 LG1156
 LG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9510807758(NAD 83)
 LG1156
 LG1156                          SUPERSEDED SURVEY CONTROL
 LG1156
 LG1156  NAD 83(1986)-  40 41 51.52850(N)    096 41 26.52324(W) AD(       ) 3
 LG1156  NAD 27      -  40 41 51.52000(N)    096 41 25.46000(W) AD(       ) 3
 LG1156
 LG1156.Superseded values are not recommended for survey control.
 LG1156
 LG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1156.See file dsdata.pdf to determine how the superseded data were derived.
 LG1156
 LG1156_MARKER: 90 = CHURCH SPIRE
 LG1156
 LG1156  HISTORY     - Date     Condition        Report By
 LG1156  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1156  HISTORY     - 20010818 MARK NOT FOUND   USPSQD
 LG1156
 LG1156                          STATION DESCRIPTION
 LG1156
 LG1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1156'IT IS LOCATED ABOUT 9 MILES SOUTH OF LINCOLN, 0.5 MILE EAST OF
 LG1156'U.S. HIGHWAY NO. 77, 75 FEET NORTH OF THE CENTER OF A GRAVELED
 LG1156'ROAD, 20 FEET EAST OF THE CENTER OF A DRIVEWAY.  IT IS A CONE
 LG1156'SHAPE SPIRE WITH A FINIAL AT ITS APEX.  IT IS ON THE SOUTH
 LG1156'END OF A FRAME CHURCH BUILDING.  THE OVERALL HEIGHT IS
 LG1156'APPROXIMATELY 45 FEET AND THE FINIAL AT THE APEX OF THE SPIRE
 LG1156'WAS THE POINT OBSERVED UPON.
 LG1156
 LG1156                          STATION RECOVERY (2001)
 LG1156
 LG1156'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1156'CHURCH COULD NOT BE LOCATED. JAMAICA COMMUNITY NO LONGER EXISTS.
 LG1156'POSTMASTERS IN AREA COULD NOT IDENTIFY SITE. SENIOR CITIZENS WERE
 LG1156'UNFAMILIAR WITH THE JAMAICA CHURCH. SUSPECTED CHURCH NO LONGER EXISTS.
 LG1156'NO CHURCH SPIRE WAS FOUND IN THE VICINITY OF 9 MILES SOUTH OF LINCOLN
 LG1156'AND 0.5 MILE EAST OF U.S. HWY 77.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1080 ***********************************************************************
 LG1080  DESIGNATION -  JANSEN EAST BASE
 LG1080  PID         -  LG1080
 LG1080  STATE/COUNTY-  NE/JEFFERSON
 LG1080  COUNTRY     -  US
 LG1080  USGS QUAD   -  HARBINE (2017)
 LG1080
 LG1080                         *CURRENT SURVEY CONTROL
 LG1080  ______________________________________________________________________
 LG1080* NAD 83(1995) POSITION- 40 11 24.44890(N) 096 59 09.64925(W)   ADJUSTED
 LG1080* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 LG1080  ______________________________________________________________________
 LG1080  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 LG1080  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 LG1080  HORZ ORDER      -  FIRST
 LG1080
 LG1080.The horizontal coordinates were established by classical geodetic methods
 LG1080.and adjusted by the National Geodetic Survey in August 1997.
 LG1080
 LG1080.The orthometric height was scaled from a topographic map.
 LG1080
 LG1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1080.GEOID18 height accuracy estimate available here.
 LG1080
 LG1080.Click photographs - Photos may exist for this station.
 LG1080
 LG1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1080
 LG1080. The following values were computed from the NAD 83(1995) position.
 LG1080
 LG1080;                    North         East     Units Scale Factor Converg.
 LG1080;SPC NE       -    44,088.978   756,588.038   MT  0.99991947   +1 59 50.5
 LG1080;SPC NE       -   144,648.59  2,482,239.25   sFT  0.99991947   +1 59 50.5
 LG1080;UTM  14      - 4,450,804.445   671,441.505   MT  0.99996183   +1 17 60.0
 LG1080
 LG1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1080!SPC NE       -   0.99993520  x   0.99991947  =   0.99985468
 LG1080!UTM  14      -   0.99993520  x   0.99996183  =   0.99989703
 LG1080
 LG1080:                Primary Azimuth Mark                     Grid Az
 LG1080:SPC NE       -  JANSEN EAST BASE AZ MK                   266 58 10.0
 LG1080:UTM  14      -  JANSEN EAST BASE AZ MK                   267 40 00.5
 LG1080
 LG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7144150804(NAD 83)
 LG1080
 LG1080|---------------------------------------------------------------------|
 LG1080| PID    Reference Object                     Distance      Geod. Az  |
 LG1080|                                                           dddmmss.s |
 LG1080| CL7185 JANSEN EAST BASE RM 3                22.098 METERS 08358     |
 LG1080| CL7183 JANSEN EAST BASE RM 1                25.955 METERS 09319     |
 LG1080| LG0818 JANSEN MUNICIPAL TANK               APPROX. 8.3 KM 2655629.2 |
 LG1080| LG1082 JANSEN EAST BASE AZ MK              APPROX. 1.0 KM 2685800.5 |
 LG1080| CL7184 JANSEN EAST BASE RM 2                27.575 METERS 27317     |
 LG1080| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX.12.9 KM 3575811.0 |
 LG1080| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.12.4 KM 3592314.1 |
 LG1080|---------------------------------------------------------------------|
 LG1080
 LG1080                          SUPERSEDED SURVEY CONTROL
 LG1080
 LG1080  NAD 83(1986)-  40 11 24.45569(N)    096 59 09.64749(W) AD(       ) 1
 LG1080  NAD 27      -  40 11 24.44900(N)    096 59 08.54100(W) AD(       ) 1
 LG1080
 LG1080.Superseded values are not recommended for survey control.
 LG1080
 LG1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1080.See file dsdata.pdf to determine how the superseded data were derived.
 LG1080
 LG1080_MARKER: DS = TRIANGULATION STATION DISK
 LG1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1080
 LG1080  HISTORY     - Date     Condition        Report By
 LG1080  HISTORY     - 1947     MONUMENTED       CGS
 LG1080  HISTORY     - 1969     GOOD             CGS
 LG1080  HISTORY     - 1975     GOOD             NGS
 LG1080
 LG1080                          STATION DESCRIPTION
 LG1080
 LG1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1080'THE STATION IS LOCATED ABOUT 5 MILES EAST OF JANSEN AND ABOUT 0.5
 LG1080'MILE WEST OF HARBINE AT THE JUNCTION OF STATE HIGHWAY 3 AND AN
 LG1080'EAST-WEST GRAVELED ROAD.  IT IS 42 FEET SOUTH OF THE CENTER
 LG1080'OF STATE HIGHWAY 3 AND 26.5 FEET NORTH OF THE CENTER OF THE
 LG1080'EAST-WEST GRAVELED ROAD.  IT IS STAMPED JANSEN EAST BASE 1947 AND
 LG1080'IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 LG1080'
 LG1080'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1080'GRAVELED ROAD, 59 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 3
 LG1080'AND 2 FEET WEST OF A POWER LINE POLE.  IT IS STAMPED JANSEN EAST
 LG1080'BASE NO 1 1947 AND PROJECTS 6 INCHES.
 LG1080'
 LG1080'REFERENCE MARK NO. 2 IS 25.5 FEET SOUTH OF THE CENTER OF STATE
 LG1080'HIGHWAY 3 AND 33.5 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1080'GRAVELED ROAD.  IT IS STAMPED JANSEN EAST BASE NO 2 1947 AND
 LG1080'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1080'
 LG1080'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 30 FEET SOUTH OF THE
 LG1080'CENTER OF STATE HIGHWAY 3, 0.05 MILE EAST OF A FARM HOUSE, 1 FOOT
 LG1080'NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET EAST OF A POWER LINE
 LG1080'POLE.  IT IS STAMPED JANSEN EAST BASE 1947 AND PROJECTS 6
 LG1080'INCHES.
 LG1080'
 LG1080'TO REACH THE STATION FROM THE CROSSROAD AT THE NORTH EDGE OF
 LG1080'HARBINE, GO WEST ON STATE HIGHWAY 3 FOR 0.7 MILE TO THE STATION
 LG1080'ON THE LEFT.
 LG1080'
 LG1080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1080'HIGHWAY 3 FOR 0.65 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 50 FEET.
 LG1080'
 LG1080'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE AT 50 FEET.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT DILLER IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT ROSEMAN IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT TRAIL IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT TURNER 1935 IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL JANSEN WEST BASE IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT GIBSON 1935 IS VISIBLE AT 20 FEET.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT PLYMOUTH IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT ELLIS IS VISIBLE AT 40 FEET.
 LG1080'
 LG1080'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1080
 LG1080                          STATION RECOVERY (1969)
 LG1080
 LG1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1080'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1080'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARK
 LG1080'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG1080'FOR RECOVERY.
 LG1080'
 LG1080'THE STATION MARK IS 22.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LG1080'CONCRETE CULVERT AND 1 FOOT EAST OF A METAL WITNESS POST.
 LG1080'
 LG1080'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG1080'
 LG1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 LG1080'WEST OF HARBINE.
 LG1080
 LG1080                          STATION RECOVERY (1975)
 LG1080
 LG1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG1080'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1080'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 CONCRETE
 LG1080'MONUMENT WAS FOUND LYING ON TOP THE GROUND AT EDGE OF A GRAVELED
 LG1080'ROAD.  THE ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK 2
 LG1080'MISSED THE PREVIOUS ANGLE ABOUT 3 MINUTES, BUT THE DISTANCE TO
 LG1080'REFERENCE MARK 2 CHECKED THE PREVIOUS DISTANCE GOOD.  REFERENCE
 LG1080'MARK 3 WAS ESTABLISHED THIS DATE AND AN ELECTRONIC MEASUREMENT
 LG1080'WAS MADE TO THE AZIMUTH MARK.
 LG1080'
 LG1080'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1080'
 LG1080'THE STATION IS LOCATED ABOUT 5 MILES EAST OF JANSEN AND ABOUT 0.5
 LG1080'MILE WEST OF HARBINE, AT THE JUNCTION OF U.S. HIGHWAY 136 AND AN
 LG1080'EAST-WEST GRAVELED ROAD.
 LG1080'
 LG1080'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED JANSEN EAST
 LG1080'BASE 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LG1080'IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 42 FEET SOUTH OF THE
 LG1080'CENTER OF HIGHWAY 136, 26.5 FEET NORTH OF THE CENTER OF THE
 LG1080'GRAVELED ROAD, 25 FEET NORTHWEST OF THE CENTER OF NORTH END
 LG1080'CONCRETE CULVERT UNDER THE GRAVELED ROAD AND 1.5 FEET EAST OF A
 LG1080'METAL WITNESS POST.  THE SUB-SURFACE MARK WAS NOT INSPECTED THIS
 LG1080'DATE.
 LG1080'
 LG1080'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JANSEN EAST BASE NO 2
 LG1080'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LG1080'2 INCHES BELOW THE GROUND SURFACE.  IT IS 59 FEET NORTH OF A
 LG1080'TELEPHONE POLE, 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 LG1080'AND 25.5 FEET SOUTH OF THE CENTER OF HIGHWAY 136.
 LG1080'
 LG1080'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JANSEN EAST BASE 1947
 LG1080'NO 3 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LG1080'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET
 LG1080'EAST-NORTHEAST OF THE CENTER OF CONCRETE CULVERT UNDER THE
 LG1080'GRAVELED ROAD, 48.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LG1080'TRACK, 45 FEET SOUTH OF THE CENTER OF HIGHWAY 136 AND 30 FEET
 LG1080'NORTH OF THE CENTER OF THE GRAVELED ROAD.
 LG1080'
 LG1080'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JANSEN EAST BASE 1947,
 LG1080'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LG1080'INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET EASTSOUTHEAST OF A
 LG1080'POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT NORTH
 LG1080'OF OLD FENCELINE.
 LG1080'
 LG1080'TO REACH THE AZIMUTH MARK MARK FROM THE STATION, GO WEST ON HIGHWAY
 LG1080'136 FOR 0.65 MILE TO THE MARK ON THE LEFT.
 LG1080'
 LG1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE WEST OF
 LG1080'HARBINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1082 ***********************************************************************
 LG1082  DESIGNATION -  JANSEN EAST BASE AZ MK
 LG1082  PID         -  LG1082
 LG1082  STATE/COUNTY-  NE/JEFFERSON
 LG1082  COUNTRY     -  US
 LG1082  USGS QUAD   -  HARBINE (2017)
 LG1082
 LG1082                         *CURRENT SURVEY CONTROL
 LG1082  ______________________________________________________________________
 LG1082* NAD 83(1995) POSITION- 40 11 23.84038(N) 096 59 53.47929(W)   NO CHECK
 LG1082* NAVD 88 ORTHO HEIGHT -   444.    (meters)     1457.    (feet) SCALED
 LG1082  ______________________________________________________________________
 LG1082  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 LG1082  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 LG1082  HORZ ORDER      -  THIRD
 LG1082
 LG1082.The horizontal coordinates were established by classical geodetic methods
 LG1082.and adjusted by the National Geodetic Survey in August 1997.
 LG1082
 LG1082.No horizontal observational check was made to the station.
 LG1082
 LG1082.The orthometric height was scaled from a topographic map.
 LG1082
 LG1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1082.GEOID18 height accuracy estimate available here.
 LG1082
 LG1082.Click photographs - Photos may exist for this station.
 LG1082
 LG1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1082
 LG1082. The following values were computed from the NAD 83(1995) position.
 LG1082
 LG1082;                    North         East     Units Scale Factor Converg.
 LG1082;SPC NE       -    44,034.162   755,552.618   MT  0.99991954   +1 59 21.4
 LG1082;SPC NE       -   144,468.75  2,478,842.21   sFT  0.99991954   +1 59 21.4
 LG1082;UTM  14      - 4,450,762.231   670,405.453   MT  0.99995747   +1 17 31.7
 LG1082
 LG1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1082!SPC NE       -   0.99993457  x   0.99991954  =   0.99985412
 LG1082!UTM  14      -   0.99993457  x   0.99995747  =   0.99989205
 LG1082
 LG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7040550762(NAD 83)
 LG1082
 LG1082                          SUPERSEDED SURVEY CONTROL
 LG1082
 LG1082  NAD 83(1986)-  40 11 23.84714(N)    096 59 53.47753(W) AD(       ) 3
 LG1082  NAD 27      -  40 11 23.84041(N)    096 59 52.36971(W) AD(       ) 3
 LG1082
 LG1082.Superseded values are not recommended for survey control.
 LG1082
 LG1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1082.See file dsdata.pdf to determine how the superseded data were derived.
 LG1082
 LG1082
 LG1082  HISTORY     - Date     Condition        Report By
 LG1082  HISTORY     - 1947     MONUMENTED       CGS
 LG1082  HISTORY     - 1975     GOOD             NGS
 LG1082
 LG1082                          STATION DESCRIPTION
 LG1082
 LG1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG1082'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JANSEN EAST BASE 1947,
 LG1082'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG1082'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET EASTSOUTHEAST OF A
 LG1082'POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT NORTH
 LG1082'OF OLD FENCELINE.
 LG1082'
 LG1082'TO REACH THE AZIMUTH MARK MARK FROM THE STATION, GO WEST ON HIGHWAY
 LG1082'136 FOR 0.65 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0818 ***********************************************************************
 LG0818  DESIGNATION -  JANSEN MUNICIPAL TANK
 LG0818  PID         -  LG0818
 LG0818  STATE/COUNTY-  NE/JEFFERSON
 LG0818  COUNTRY     -  US
 LG0818  USGS QUAD   -  JANSEN (2017)
 LG0818
 LG0818                         *CURRENT SURVEY CONTROL
 LG0818  ______________________________________________________________________
 LG0818* NAD 83(1995) POSITION- 40 11 05.28539(N) 097 04 59.10145(W)   ADJUSTED
 LG0818  ______________________________________________________________________
 LG0818  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 LG0818  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 LG0818  HORZ ORDER      -  THIRD
 LG0818
 LG0818.The horizontal coordinates were established by classical geodetic methods
 LG0818.and adjusted by the National Geodetic Survey in August 1997.
 LG0818
 LG0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0818.GEOID18 height accuracy estimate available here.
 LG0818
 LG0818.Click photographs - Photos may exist for this station.
 LG0818
 LG0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0818
 LG0818. The following values were computed from the NAD 83(1995) position.
 LG0818
 LG0818;                    North         East     Units Scale Factor Converg.
 LG0818;SPC NE       -    43,214.839   748,347.350   MT  0.99992158   +1 55 58.9
 LG0818;SPC NE       -   141,780.68  2,455,202.93   sFT  0.99992158   +1 55 58.9
 LG0818;UTM  14      - 4,450,030.542   663,190.599   MT  0.99992784   +1 14 13.8
 LG0818
 LG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6319050030(NAD 83)
 LG0818
 LG0818                          SUPERSEDED SURVEY CONTROL
 LG0818
 LG0818  NAD 83(1986)-  40 11 05.29197(N)    097 04 59.10004(W) AD(       ) 3
 LG0818  NAD 27      -  40 11 05.29100(N)    097 04 57.97900(W) AD(       ) 3
 LG0818
 LG0818.Superseded values are not recommended for survey control.
 LG0818
 LG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0818.See file dsdata.pdf to determine how the superseded data were derived.
 LG0818
 LG0818_MARKER: 53 = ELEVATED TANK
 LG0818
 LG0818  HISTORY     - Date     Condition        Report By
 LG0818  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0818  HISTORY     - 1947     GOOD             CGS
 LG0818  HISTORY     - 20040806 GOOD             USPSQD
 LG0818
 LG0818                          STATION DESCRIPTION
 LG0818
 LG0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0818'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, IN THE
 LG0818'SOUTHERN PART OF THE TOWN OF JANSEN.
 LG0818'
 LG0818'OBSERVED UPON FROM STATIONS TURNER, FAIR, GLAD, HOFF, GIBSON,
 LG0818'HELVEY LA PLACE AZIMUTH, NUTTER, AND FAIRBURY.
 LG0818
 LG0818                          STATION RECOVERY (1947)
 LG0818
 LG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0818'THE TANK IS LOCATED ABOUT IN THE CENTER OF TOWN, 100 FEET
 LG0818'EAST OF THE MAIN STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE
 LG0818'SUPPORTING A TANK ON TOP.  THE TANK IS SILVER AND THE LEGS ARE
 LG0818'BLACK.  THE LETTERS JANSEN ARE PAINTED IN BLACK ON THE EAST
 LG0818'AND WEST SIDES OF THE TANK.  IT IS ABOUT 100 FEET HIGH.  THE
 LG0818'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0818'
 LG0818'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0818
 LG0818                          STATION RECOVERY (2004)
 LG0818
 LG0818'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0818'STATION FOUND GOOD. TANK IS WEST OF KANSAS STREET, SOUTH OF ELM
 LG0818'STREET, NORTH OF MAPLE STREET, AND EAST OF BROAD STREET IN THE MIDDLE
 LG0818'OF THE WESTERN HALF OF THE BLOCK, DIRECTLY ACROSS BROAD STREET FROM
 LG0818'THE POST OFFICE IN JANSEN. TANK IS NOW ALL SILVER INCLUDING THE LEGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0819 ***********************************************************************
 LG0819  DESIGNATION -  JANSEN WEST BASE
 LG0819  PID         -  LG0819
 LG0819  STATE/COUNTY-  NE/JEFFERSON
 LG0819  COUNTRY     -  US
 LG0819  USGS QUAD   -  JANSEN (2017)
 LG0819
 LG0819                         *CURRENT SURVEY CONTROL
 LG0819  ______________________________________________________________________
 LG0819* NAD 83(1995) POSITION- 40 11 23.78369(N) 097 06 00.16362(W)   ADJUSTED
 LG0819* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 LG0819  ______________________________________________________________________
 LG0819  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 LG0819  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 LG0819  HORZ ORDER      -  FIRST
 LG0819
 LG0819.The horizontal coordinates were established by classical geodetic methods
 LG0819.and adjusted by the National Geodetic Survey in August 1997.
 LG0819
 LG0819.The orthometric height was scaled from a topographic map.
 LG0819
 LG0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0819.GEOID18 height accuracy estimate available here.
 LG0819
 LG0819.Click photographs - Photos may exist for this station.
 LG0819
 LG0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0819
 LG0819. The following values were computed from the NAD 83(1995) position.
 LG0819
 LG0819;                    North         East     Units Scale Factor Converg.
 LG0819;SPC NE       -    43,736.454   746,884.634   MT  0.99991954   +1 55 18.4
 LG0819;SPC NE       -   143,492.02  2,450,404.00   sFT  0.99991954   +1 55 18.4
 LG0819;UTM  14      - 4,450,569.879   661,734.318   MT  0.99992201   +1 13 34.9
 LG0819
 LG0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0819!SPC NE       -   0.99993394  x   0.99991954  =   0.99985349
 LG0819!UTM  14      -   0.99993394  x   0.99992201  =   0.99985595
 LG0819
 LG0819:                Primary Azimuth Mark                     Grid Az
 LG0819:SPC NE       -  JANSEN WEST BASE AZ MK                   122 07 12.7
 LG0819:UTM  14      -  JANSEN WEST BASE AZ MK                   122 48 56.2
 LG0819
 LG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6173450569(NAD 83)
 LG0819
 LG0819|---------------------------------------------------------------------|
 LG0819| PID    Reference Object                     Distance      Geod. Az  |
 LG0819|                                                           dddmmss.s |
 LG0819| CN8872 JANSEN WEST BASE RM 3                23.951 METERS 00809     |
 LG0819| CN8870 JANSEN WEST BASE RM 1                22.775 METERS 01316     |
 LG0819| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX.15.9 KM 0353406.8 |
 LG0819| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.15.7 KM 0373227.8 |
 LG0819| LG1081 ZION LUTHERAN CHURCH SPIRE          APPROX.14.9 KM 0705928.6 |
 LG0819| CN8871 JANSEN WEST BASE RM 2                24.402 METERS 10447     |
 LG0819| LG0818 JANSEN MUNICIPAL TANK               APPROX. 1.6 KM 1113254.7 |
 LG0819| CN8869 JANSEN WEST BASE AZ MK                             1240231.1 |
 LG0819| LG0824 FAIRBURY COURTHOUSE DOME            APPROX. 9.1 KM 2284419.3 |
 LG0819|---------------------------------------------------------------------|
 LG0819
 LG0819                          SUPERSEDED SURVEY CONTROL
 LG0819
 LG0819  NAD 83(1986)-  40 11 23.79047(N)    097 06 00.16239(W) AD(       ) 1
 LG0819  NAD 27      -  40 11 23.78400(N)    097 05 59.04300(W) AD(       ) 1
 LG0819
 LG0819.Superseded values are not recommended for survey control.
 LG0819
 LG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0819.See file dsdata.pdf to determine how the superseded data were derived.
 LG0819
 LG0819_MARKER: DS = TRIANGULATION STATION DISK
 LG0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0819_STAMPING: JANSEN WEST BASE 1947
 LG0819_MARK LOGO: CGS
 LG0819_PROJECTION: FLUSH
 LG0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0819+STABILITY: SURFACE MOTION
 LG0819
 LG0819  HISTORY     - Date     Condition        Report By
 LG0819  HISTORY     - 1947     MONUMENTED       CGS
 LG0819  HISTORY     - 1953     GOOD             CGS
 LG0819  HISTORY     - 1970     GOOD             NGS
 LG0819
 LG0819                          STATION DESCRIPTION
 LG0819
 LG0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0819'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-NORTHWEST OF JANSEN
 LG0819'ON LAND OWNED BY MR. FRED LUCKS OF BEATRICE AND OCCUPIED BY
 LG0819'MR. ALEX BROTT.  IT IS ABOUT 125 FEET NORTHEAST OF THE NORTHEAST
 LG0819'CORNER OF THE FARM HOUSE, 34 FEET EAST OF THE CENTER OF THE
 LG0819'DRIVEWAY, 25 FEET SOUTHEAST OF THE EAST END OF GATE INTO FARM
 LG0819'YARD AND 16 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 LG0819'JANSEN WEST BASE 1947 AND SET FLUSH WITH THE GROUND.
 LG0819'
 LG0819'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 30 FEET
 LG0819'NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT
 LG0819'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED JANSEN WEST BASE NO
 LG0819'1 1947 AND PROJECTS 2 INCHES.
 LG0819'
 LG0819'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 35 FEET
 LG0819'SOUTH OF EAST-WEST FENCE LINE AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 LG0819'LINE.  IT IS STAMPED JANSEN WEST BASE NO 2 1947 AND PROJECTS 2
 LG0819'INCHES.
 LG0819'
 LG0819'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION, 250
 LG0819'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE JANSEN HIGH SCHOOL,
 LG0819'90 FEET NORTH OF THE CENTER OF STATE ROUTE NO 3, 25 FEET EAST OF
 LG0819'THE CENTER OF NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF TELEPHONE POLE.
 LG0819'IT IS STAMPED JANSEN WEST BASE 1947 AND PROJECTS 4 INCHES.  TO
 LG0819'REACH THE MARK FROM THE RAILROAD STATION IN JANSEN, GO WEST ON
 LG0819'STATE ROUTE NO 3 FOR 0.15 MILE TO CROSS ROADS ON WEST EDGE OF
 LG0819'TOWN AND JUST SOUTH OF THE JANSEN HIGH SCHOOL, TURN RIGHT AND
 LG0819'GO NORTH FOR ABOUT 100 FEET AND MARK ON THE RIGHT AS DESCRIBED.
 LG0819'
 LG0819'TO REACH THE STATION FROM THE RAILROAD STATION IN JANSEN, GO NORTH
 LG0819'ON MAIN STREET FOR 0.45 MILE TO T-INTERSECTION, TURN LEFT AND GO
 LG0819'WEST FOR 0.9 MILE TO FARM HOUSE AND STATION ON THE LEFT AS
 LG0819'DESCRIBED.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION GIBSON 1935 IS V.G.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION JANSEN EAST BASE IS VISIBLE AT 37
 LG0819'FEET.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION DILLER IS VISIBLE AT 37 FEET.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION TRAIL IS VISIBLE AT 37 FEET.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION TURNER 1935 IS VISIBLE AT 37 FEET.
 LG0819'
 LG0819'A 4 FOOT SIGNAL AT STATION FAIR IS VISIBLE AT 50 FEET.
 LG0819'
 LG0819'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0819
 LG0819                          STATION RECOVERY (1953)
 LG0819
 LG0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0819'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0819'GOOD CONDITION, EXCEPT R.M. NO. 1 WHICH STOOD EXPOSED ON THE
 LG0819'BACK SLOPE OF DITCH OF NEWLY CONSTRUCTED ROAD.  IT WAS REMOVED
 LG0819'AND R.M. NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0819'
 LG0819'STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE SMALL TOWN
 LG0819'OF JANSEN IN THE NW 1/4 OF SEC. 33, T. 3 N., R. 3 E. ON LAND
 LG0819'OWNED BY MR. FRED LUCKS OF BEATRICE, NEBR. AND OCCUPIED BY MR.
 LG0819'CARL J. BOHLMEYER, 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LG0819'FARMHOUSE, 48 FEET EAST-SOUTHEAST OF POWER POLE, 46 FEET SOUTH OF
 LG0819'THE CENTER OF GRADED ROAD, 34 FEET EAST OF THE CENTER OF FARM
 LG0819'DRIVEWAY, AND 14 FEET SOUTH OF THE SOUTH EDGE OF DITCH.  THE
 LG0819'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG0819'STAMPED JANSEN WEST BASE 1947.
 LG0819'
 LG0819'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF POWER POLE AND 1 FOOT
 LG0819'WEST OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LG0819'STAMPED JANSEN WEST BASE NO 2 1947.
 LG0819'
 LG0819'REFERENCE MARK NO. 3 IS 32 FEET NORTH OF CENTER OF GRADED ROAD AND
 LG0819'2 FEET EAST OF TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND
 LG0819'THE DISK IS STAMPED JANSEN WEST BASE NO 3 1947.
 LG0819'
 LG0819'AZIMUTH MARK IS ABOUT 1 MILE EAST-SOUTHEAST OF THE STATION,
 LG0819'250 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF JANSEN HIGH SCHOOL,
 LG0819'90 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3, AND 1 FOOT OF
 LG0819'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0819'STAMPED JANSEN WEST BASE 1947.
 LG0819'
 LG0819'TO REACH THE STATION FROM THE RAILROAD STATION IN JANSEN, GO
 LG0819'NORTH ON THE MAIN STREET FOR 0.45 MILE.  TURN LEFT AND GO WEST
 LG0819'FOR 0.9 MILE TO FARM HOUSE AND THE STATION ON THE LEFT AS
 LG0819'DESCRIBED.
 LG0819'
 LG0819'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN JANSEN, GO
 LG0819'WEST ON STATE HIGHWAY 3 AND FOR 0.15 MILE.  TURN RIGHT AND GO
 LG0819'NORTH FOR 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 LG0819
 LG0819                          STATION RECOVERY (1970)
 LG0819
 LG0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0819'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND THE
 LG0819'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0819'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0819'FOR RECOVERY.
 LG0819'
 LG0819'A METAL WITNESS POST WAS SET 12 FEET NORTH OF THE STATION MARK.
 LG0819'
 LG0819'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.  A
 LG0819'TARGET IS NEEDED AT THE AZIMUTH MARK TO BE VISIBLE AT THE STATION
 LG0819'SITE.
 LG0819'
 LG0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WNW OF
 LG0819'JANSEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1846 ***********************************************************************
 MK1846  DESIGNATION -  JANSSEN
 MK1846  PID         -  MK1846
 MK1846  STATE/COUNTY-  NE/PLATTE
 MK1846  COUNTRY     -  US
 MK1846  USGS QUAD   -  HUMPHREY SE (2017)
 MK1846
 MK1846                         *CURRENT SURVEY CONTROL
 MK1846  ______________________________________________________________________
 MK1846* NAD 83(1995) POSITION- 41 35 01.24293(N) 097 20 04.02304(W)   ADJUSTED
 MK1846* NAVD 88 ORTHO HEIGHT -   508.    (meters)     1667.    (feet) SCALED
 MK1846  ______________________________________________________________________
 MK1846  GEOID HEIGHT    -        -25.177 (meters)                     GEOID18
 MK1846  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 MK1846  HORZ ORDER      -  FIRST
 MK1846
 MK1846.The horizontal coordinates were established by classical geodetic methods
 MK1846.and adjusted by the National Geodetic Survey in August 1997.
 MK1846
 MK1846.The orthometric height was scaled from a topographic map.
 MK1846
 MK1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1846.GEOID18 height accuracy estimate available here.
 MK1846
 MK1846.Click photographs - Photos may exist for this station.
 MK1846
 MK1846.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1846
 MK1846. The following values were computed from the NAD 83(1995) position.
 MK1846
 MK1846;                    North         East     Units Scale Factor Converg.
 MK1846;SPC NE       -   197,757.594   722,165.529   MT  0.99965951   +1 45 59.2
 MK1846;SPC NE       -   648,809.71  2,369,304.74   sFT  0.99965951   +1 45 59.2
 MK1846;UTM  14      - 4,604,893.734   638,834.621   MT  0.99983720   +1 06 20.2
 MK1846
 MK1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1846!SPC NE       -   0.99992425  x   0.99965951  =   0.99958378
 MK1846!UTM  14      -   0.99992425  x   0.99983720  =   0.99976146
 MK1846
 MK1846:                Primary Azimuth Mark                     Grid Az
 MK1846:SPC NE       -  COLUMBUS                                 184 12 14.1
 MK1846:UTM  14      -  COLUMBUS                                 184 51 53.1
 MK1846
 MK1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3883404893(NAD 83)
 MK1846
 MK1846|---------------------------------------------------------------------|
 MK1846| PID    Reference Object                     Distance      Geod. Az  |
 MK1846|                                                           dddmmss.s |
 MK1846| CN8874 JANSSEN RM 1                         29.534 METERS 04408     |
 MK1846| CN8873 JANSSEN AZ MK                                      0885716.2 |
 MK1846| MK1895 COLUMBUS                            APPROX.11.9 KM 1855813.3 |
 MK1846| MK1848 PLATTE CENTER TANK                  APPROX.13.3 KM 2485820.9 |
 MK1846| MK1847 BAPTIST CHURCH SPIRE                APPROX. 7.5 KM 2840821.4 |
 MK1846| CN8875 JANSSEN RM 2                         52.685 METERS 29354     |
 MK1846| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.12.4 KM 3022127.9 |
 MK1846| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.17.4 KM 3130243.3 |
 MK1846| MK1844 CRESTON TANK                        APPROX.13.7 KM 3511542.6 |
 MK1846|---------------------------------------------------------------------|
 MK1846
 MK1846                          SUPERSEDED SURVEY CONTROL
 MK1846
 MK1846  NAD 83(1986)-  41 35 01.25211(N)    097 20 04.02729(W) AD(       ) 1
 MK1846  NAD 27      -  41 35 01.21100(N)    097 20 02.88300(W) AD(       ) 1
 MK1846
 MK1846.Superseded values are not recommended for survey control.
 MK1846
 MK1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1846.See file dsdata.pdf to determine how the superseded data were derived.
 MK1846
 MK1846_MARKER: DS = TRIANGULATION STATION DISK
 MK1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1846_STAMPING: JANSSEN 1935
 MK1846_MARK LOGO: CGS
 MK1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1846+STABILITY: SURFACE MOTION
 MK1846
 MK1846  HISTORY     - Date     Condition        Report By
 MK1846  HISTORY     - 1935     MONUMENTED       CGS
 MK1846  HISTORY     - 1945     GOOD             CGS
 MK1846
 MK1846                          STATION DESCRIPTION
 MK1846
 MK1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1846'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 32, T. 19 N.,
 MK1846'R. 1 E., ABOUT 11 MILES NORTH OF COLUMBUS AND 11 MILES SOUTHEAST
 MK1846'OF HUMPHREY, ON THE HIGHEST POINT ON A LARGE FLAT-TOPPED
 MK1846'RIDGE.
 MK1846'
 MK1846'TO REACH FROM COURTHOUSE IN COLUMBUS, GO NORTH ON TWENTY-SIXTH
 MK1846'AVENUE FOR 0.5 MILE, TURN RIGHT (EAST) ON U.S. HIGHWAY 30 AND
 MK1846'GO 0.5 MILE, TURN LEFT (NORTH), LEAVING U.S. HIGHWAY 30, AND
 MK1846'GO 10.0 MILES TO SCHOOLHOUSE AND WINDMILL ON LEFT, TURN RIGHT
 MK1846'(EAST) AND GO 0.75 MILE TO TOP OF RIDGE AND STATION.  MARK
 MK1846'IS SET IN FENCE LINE, 5.5 FEET EAST OF FENCE CORNER, AND 33
 MK1846'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 MK1846'
 MK1846'REFERENCE MARK NO. 1 IS 96.90 FEET (29.534 METERS) NORTHEAST OF
 MK1846'STATION IN EAST-WEST FENCE LINE, AND 33 FEET NORTH OF CENTERLINE
 MK1846'OF EAST-WEST ROAD.
 MK1846'
 MK1846'REFERENCE MARK NO. 2 IS 172.85 FEET (52.685 METERS) WEST-NORTHWEST
 MK1846'OF STATION IN EAST-WEST FENCE LINE, AND 30 FEET NORTH OF
 MK1846'CENTERLINE OF EAST-WEST ROAD.
 MK1846'
 MK1846'AZIMUTH MARK IS REACHED BY GOING EAST FROM STATION 0.5 MILE.
 MK1846'MARK IS SET IN EAST-WEST FENCE LINE, 1.5 FEET WEST OF
 MK1846'TELEPHONE POLE, AND 36 FEET NORTH OF CENTERLINE OF EAST-WEST
 MK1846'ROAD.
 MK1846'
 MK1846'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1846
 MK1846                          STATION RECOVERY (1945)
 MK1846
 MK1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EH)
 MK1846'PERMISSION WAS GRANTED TO MR. ELMER HOLLMAN TO REMOVE THE
 MK1846'AZIMUTH MARK WHICH HINDERED HIS FARM WORK.
 MK1846'
 MK1846'THE AZIMUTH MARK DISK STAMPED JANSSEN 1935 WAS RECEIVED AT
 MK1846'THIS OFFICE ON MAY 21, 1945.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1086 ***********************************************************************
 ML1086  DESIGNATION -  JARERZ
 ML1086  PID         -  ML1086
 ML1086  STATE/COUNTY-  NE/HOWARD
 ML1086  COUNTRY     -  US
 ML1086  USGS QUAD   -  SAINT PAUL (2017)
 ML1086
 ML1086                         *CURRENT SURVEY CONTROL
 ML1086  ______________________________________________________________________
 ML1086* NAD 83(1995) POSITION- 41 12 54.27508(N) 098 23 58.79078(W)   ADJUSTED
 ML1086* NAVD 88 ORTHO HEIGHT -   589.    (meters)     1932.    (feet) SCALED
 ML1086  ______________________________________________________________________
 ML1086  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 ML1086  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 ML1086  HORZ ORDER      -  THIRD
 ML1086
 ML1086.The horizontal coordinates were established by classical geodetic methods
 ML1086.and adjusted by the National Geodetic Survey in August 1997.
 ML1086
 ML1086.The orthometric height was scaled from a topographic map.
 ML1086
 ML1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1086.GEOID18 height accuracy estimate available here.
 ML1086
 ML1086.Click photographs - Photos may exist for this station.
 ML1086
 ML1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1086
 ML1086. The following values were computed from the NAD 83(1995) position.
 ML1086
 ML1086;                    North         East     Units Scale Factor Converg.
 ML1086;SPC NE       -   154,650.496   634,154.163   MT  0.99967140   +1 03 37.9
 ML1086;SPC NE       -   507,382.50  2,080,554.12   sFT  0.99967140   +1 03 37.9
 ML1086;UTM  14      - 4,562,806.748   550,324.812   MT  0.99963117   +0 23 44.0
 ML1086
 ML1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1086!SPC NE       -   0.99991146  x   0.99967140  =   0.99958289
 ML1086!UTM  14      -   0.99991146  x   0.99963117  =   0.99954266
 ML1086
 ML1086:                Primary Azimuth Mark                     Grid Az
 ML1086:SPC NE       -  JARERZ AZ MK                             236 53 47.3
 ML1086:UTM  14      -  JARERZ AZ MK                             237 33 41.2
 ML1086
 ML1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5032462806(NAD 83)
 ML1086
 ML1086|---------------------------------------------------------------------|
 ML1086| PID    Reference Object                     Distance      Geod. Az  |
 ML1086|                                                           dddmmss.s |
 ML1086| ML1078 PALMER MUNICIPAL TANK               APPROX.12.3 KM 0853237.2 |
 ML1086| CN8877 JARERZ RM 1                          23.775 METERS 08644     |
 ML1086| CN8876 JARERZ AZ MK                                       2375725.2 |
 ML1086| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX. 4.9 KM 2700940.5 |
 ML1086| ML1085 ML 11 18                             11.782 METERS 34753     |
 ML1086|---------------------------------------------------------------------|
 ML1086
 ML1086                          SUPERSEDED SURVEY CONTROL
 ML1086
 ML1086  NAD 83(1986)-  41 12 54.28165(N)    098 23 58.79417(W) AD(       ) 3
 ML1086  NAD 27      -  41 12 54.22800(N)    098 23 57.55500(W) AD(       ) 3
 ML1086
 ML1086.Superseded values are not recommended for survey control.
 ML1086
 ML1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1086.See file dsdata.pdf to determine how the superseded data were derived.
 ML1086
 ML1086_MARKER: DS = TRIANGULATION STATION DISK
 ML1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1086
 ML1086  HISTORY     - Date     Condition        Report By
 ML1086  HISTORY     - 1950     MONUMENTED       CGS
 ML1086
 ML1086                          STATION DESCRIPTION
 ML1086
 ML1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1086'STATION IS LOCATED ABOUT 3 MILES EAST OF ST. PAUL ON THE
 ML1086'HIGHEST OF A GROUP OF ROLLING SAND HILLS IN PASTURE LAND.  THE
 ML1086'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED JARERZ 1950.
 ML1086'
 ML1086'REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES AND THE DISK
 ML1086'IS STAMPED JARERZ NO 1 1950.
 ML1086'
 ML1086'BM ML-11-18 (USBR) WAS USED AS REFERENCE MARK NO. 2.  THE MARK
 ML1086'IS A SQUARE 8 INCH CONCRETE MARK THAT PROJECTS ABOUT 12 INCHES
 ML1086'AND THE DISK IS STAMPED ML-11-18.  A TRAVERSE CONNECTION WAS
 ML1086'MADE TO THIS MARK FROM STATION.
 ML1086'
 ML1086'AZIMUTH MARK IS 34 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 ML1086'GRAVEL ROAD, 3 FEET NORTH OF WITNESS POST AND 1 FOOT NORTHEAST
 ML1086'OF T FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ML1086'IS STAMPED JARERZ 1950.
 ML1086'
 ML1086'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE ROUTE
 ML1086'92 IN THE NORTHEAST PART OF ST. PAUL GO SOUTH ON U.S. HIGHWAY
 ML1086'281 AND STATE ROUTE 92 FOR 1.4 MILES TO SIDE ROAD LEFT AT THE
 ML1086'SOUTH END OF THE LOUP RIVER BRIDGE.  TURN LEFT AND GO EAST FOR
 ML1086'0.15 MILE TO FORKS.  TAKE LEFT FORK AND GO 1.2 MILES TO SIDE
 ML1086'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO AZIMUTH
 ML1086'ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE STRAIGHT
 ML1086'AHEAD FOR 0.45 MILE TO GATE ON LEFT JUST BEFORE ROAD CURVES
 ML1086'RIGHT.  TURN LEFT THROUGH GATE AND GO NORTH ALONG WEST SIDE
 ML1086'OF FENCE FOR 0.2 MILE TO GATE.  TURN RIGHT THROUGH GATE AND
 ML1086'GO EAST FOR ABOUT 0.1 MILE.  BEAR LEFT AND GO NORTHEAST
 ML1086'ACROSS HILLY PASTURE LAND FOR ABOUT 0.4 MILE TO HIGHEST
 ML1086'HILL AND STATION.
 ML1086'
 ML1086'AN 87 FOOT SIGNAL AT STATION SANDY IS V.G.
 ML1086'
 ML1086'A 25 FOOT SIGNAL AT STATION POMPEY 2 IS V.G.
 ML1086'
 ML1086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0415 ***********************************************************************
 LJ0415  DESIGNATION -  JEFFREY
 LJ0415  PID         -  LJ0415
 LJ0415  STATE/COUNTY-  NE/LINCOLN
 LJ0415  COUNTRY     -  US
 LJ0415  USGS QUAD   -  JEFFREY RESERVOIR (2017)
 LJ0415
 LJ0415                         *CURRENT SURVEY CONTROL
 LJ0415  ______________________________________________________________________
 LJ0415* NAD 83(1995) POSITION- 40 56 09.75686(N) 100 23 48.31801(W)   ADJUSTED
 LJ0415* NAVD 88 ORTHO HEIGHT -   927.    (meters)     3041.    (feet) SCALED
 LJ0415  ______________________________________________________________________
 LJ0415  GEOID HEIGHT    -        -22.914 (meters)                     GEOID18
 LJ0415  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LJ0415  HORZ ORDER      -  THIRD
 LJ0415
 LJ0415.The horizontal coordinates were established by classical geodetic methods
 LJ0415.and adjusted by the National Geodetic Survey in August 1997.
 LJ0415
 LJ0415.The orthometric height was scaled from a topographic map.
 LJ0415
 LJ0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0415.GEOID18 height accuracy estimate available here.
 LJ0415
 LJ0415.Click photographs - Photos may exist for this station.
 LJ0415
 LJ0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0415
 LJ0415. The following values were computed from the NAD 83(1995) position.
 LJ0415
 LJ0415;                    North         East     Units Scale Factor Converg.
 LJ0415;SPC NE       -   122,507.101   466,596.582   MT  0.99970771   -0 15 46.5
 LJ0415;SPC NE       -   401,925.38  1,530,825.62   sFT  0.99970771   -0 15 46.5
 LJ0415;UTM  14      - 4,532,596.510   382,415.619   MT  0.99977017   -0 54 55.0
 LJ0415
 LJ0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0415!SPC NE       -   0.99985815  x   0.99970771  =   0.99956590
 LJ0415!UTM  14      -   0.99985815  x   0.99977017  =   0.99962835
 LJ0415
 LJ0415:                Primary Azimuth Mark                     Grid Az
 LJ0415:SPC NE       -  JEFFREY AZ MK                            061 02 11.3
 LJ0415:UTM  14      -  JEFFREY AZ MK                            061 41 19.8
 LJ0415
 LJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8241532596(NAD 83)
 LJ0415
 LJ0415|---------------------------------------------------------------------|
 LJ0415| PID    Reference Object                     Distance      Geod. Az  |
 LJ0415|                                                           dddmmss.s |
 LJ0415| MM0375 BRADY MUNICIPAL TANK                APPROX.10.1 KM 0163213.4 |
 LJ0415| MM0377 BRADY RADIO MAST                    APPROX.10.8 KM 0180059.0 |
 LJ0415| CN8879 JEFFREY RM 1                         14.868 METERS 05950     |
 LJ0415| CN8878 JEFFREY AZ MK                                      0604624.8 |
 LJ0415| CN8880 JEFFREY RM 2                         15.417 METERS 13200     |
 LJ0415|---------------------------------------------------------------------|
 LJ0415
 LJ0415                          SUPERSEDED SURVEY CONTROL
 LJ0415
 LJ0415  NAD 83(1986)-  40 56 09.76220(N)    100 23 48.32446(W) AD(       ) 3
 LJ0415  NAD 27      -  40 56 09.74355(N)    100 23 46.83410(W) AD(       ) 3
 LJ0415
 LJ0415.Superseded values are not recommended for survey control.
 LJ0415
 LJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0415.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0415
 LJ0415_MARKER: DS = TRIANGULATION STATION DISK
 LJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0415_STAMPING: JEFFREY 1951
 LJ0415_MARK LOGO: CGS
 LJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0415+STABILITY: SURFACE MOTION
 LJ0415
 LJ0415  HISTORY     - Date     Condition        Report By
 LJ0415  HISTORY     - 1951     MONUMENTED       CGS
 LJ0415  HISTORY     - 1967     GOOD             NEDR
 LJ0415
 LJ0415                          STATION DESCRIPTION
 LJ0415
 LJ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0415'THE STATION IS LOCATED ABOUT 12.5 MILES WEST OF GOTHENBURG,
 LJ0415'6.0 MILES WEST-SOUTHWEST OF BRADY, 0.75 MILE EAST OF THE
 LJ0415'JEFFREY CANYON REGULATING RESERVOIR AND ON A HIGH PROMINENT
 LJ0415'HILL, JUST EAST OF WHERE THE HILL BREAKS SHARP TO THE WEST.
 LJ0415'IT 170.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 LJ0415'EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0415'JEFFREY 1951.
 LJ0415'
 LJ0415'REFERENCE MARK NO. 1 IS 68.0 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0415'LINE AND JUST SOUTH OF WHERE THE HILL BREAKS SHARP TO THE
 LJ0415'NORTH.  IT PROJECTS 2 INCHES AND IS STAMPED JEFFREY NO 1 1951.
 LJ0415'
 LJ0415'REFERENCE MARK NO. 2 IS 80.0 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0415'LINE AND JUST NORTHEAST OF WHERE THE HILL BREAKS SHARP TO
 LJ0415'THE SOUTHWEST.  IT PROJECTS 4 INCHES AND IS STAMPED JEFFREY
 LJ0415'NO 2 1951.
 LJ0415'
 LJ0415'THE DISTANCE BETWEEN REFERENCE MARKS IS 58.5 FEET.
 LJ0415'
 LJ0415'THE AZIMUTH MARK IS ABOUT 80.0 YARDS WEST OF THE CENTER
 LJ0415'OF A SHARP CUT IN A HILL AND JUST EAST OF WHERE THE HILL
 LJ0415'BREAKS SHARP TO THE WEST.  IT IS 3.0 FEET SOUTH OF A WITNESS
 LJ0415'POST.  IT PROJECTS 2 INCHES AND IS STAMPED JEFFREY 1951.
 LJ0415'
 LJ0415'TO REACH THE STATION FROM THE DEPOT IN BRADY, GO SOUTHWEST
 LJ0415'ON A GRAVELED ROAD FOR 0.6 MILE TO A Y FORK.  TAKE LEFT FORK
 LJ0415'AND GO SOUTH ON A GRAVELED ROAD FOR 3.7 MILES TO A CROSSROAD
 LJ0415'AND A SCHOOLHOUSE AT A SOUTHWEST ANGLE.  CONTINUE SOUTH ON
 LJ0415'A GRADED ROAD FOR 0.85 MILE TO A GATE ON THE RIGHT.  TURN
 LJ0415'RIGHT, WEST, THROUGH GATE AND GO SOUTHWESTERLY ON A TRACK
 LJ0415'ROAD THROUGH A PASTURE FOR 0.6 MILE TO A GATE IN AN EAST-WEST
 LJ0415'FENCE LINE.  PASS THROUGH GATE AND GO SOUTH UP A STEEP CUT
 LJ0415'IN A HILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE AZIMUTH
 LJ0415'MARK ON THE RIGHT AS DESCRIBED.  FOLLOW TRACK ROAD SOUTH,
 LJ0415'THEN WEST ALONG THE NORTH SIDE OF A CULTIVATED FIELD FOR 0.75
 LJ0415'MILE TO A GATE IN A NORTH-SOUTH FENCE LINE.  PASS
 LJ0415'THROUGH THE GATE AND GO SOUTH ALONG THE WEST SIDE OF THE
 LJ0415'FENCE FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND
 LJ0415'THE STATION AS DESCRIBED.
 LJ0415'
 LJ0415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0415
 LJ0415                          STATION RECOVERY (1967)
 LJ0415
 LJ0415'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0415'STATION, AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND
 LJ0415'AND TO BE IN GOOD CONDITION AS DESCRIBED.
 LJ0415'
 LJ0415'TO REACH IS ADEQUATE.  ROAD FROM DEPOT IN BRADY DESCRIBED AS
 LJ0415'GRAVEL TO SCHOOL HOUSE IS NOW OIL MAT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0404 ***********************************************************************
 NO0404  DESIGNATION -  JELLY
 NO0404  PID         -  NO0404
 NO0404  STATE/COUNTY-  NE/CHERRY
 NO0404  COUNTRY     -  US
 NO0404  USGS QUAD   -  CORNELL DAM (2017)
 NO0404
 NO0404                         *CURRENT SURVEY CONTROL
 NO0404  ______________________________________________________________________
 NO0404* NAD 83(1995) POSITION- 42 59 28.04690(N) 100 24 40.06741(W)   ADJUSTED
 NO0404* NAVD 88 ORTHO HEIGHT -   824.    (meters)     2703.    (feet) SCALED
 NO0404  ______________________________________________________________________
 NO0404  GEOID HEIGHT    -        -22.604 (meters)                     GEOID18
 NO0404  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC18
 NO0404  HORZ ORDER      -  FIRST
 NO0404
 NO0404.The horizontal coordinates were established by classical geodetic methods
 NO0404.and adjusted by the National Geodetic Survey in August 1997.
 NO0404
 NO0404.The orthometric height was scaled from a topographic map.
 NO0404
 NO0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0404.GEOID18 height accuracy estimate available here.
 NO0404
 NO0404.Click photographs - Photos may exist for this station.
 NO0404
 NO0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0404
 NO0404. The following values were computed from the NAD 83(1995) position.
 NO0404
 NO0404;                    North         East     Units Scale Factor Converg.
 NO0404;SPC NE       -   350,714.918   466,471.513   MT  0.99999594   -0 16 20.8
 NO0404;SPC NE       - 1,150,637.19  1,530,415.29   sFT  0.99999594   -0 16 20.8
 NO0404;SPC SD S     -    73,078.100   593,655.699   MT  0.99996638   -0 03 13.2
 NO0404;SPC SD S     -   239,757.07  1,947,685.41   sFT  0.99996638   -0 03 13.2
 NO0404;UTM  14      - 4,760,795.212   384,963.743   MT  0.99976280   -0 57 44.4
 NO0404
 NO0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0404!SPC NE       -   0.99987429  x   0.99999594  =   0.99987023
 NO0404!SPC SD S     -   0.99987429  x   0.99996638  =   0.99984067
 NO0404!UTM  14      -   0.99987429  x   0.99976280  =   0.99963712
 NO0404
 NO0404:                Primary Azimuth Mark                     Grid Az
 NO0404:SPC NE       -  JELLY AZ MK                              201 22 13.0
 NO0404:SPC SD S     -  JELLY AZ MK                              201 09 05.4
 NO0404:UTM  14      -  JELLY AZ MK                              202 03 36.6
 NO0404
 NO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8496360795(NAD 83)
 NO0404
 NO0404|---------------------------------------------------------------------|
 NO0404| PID    Reference Object                     Distance      Geod. Az  |
 NO0404|                                                           dddmmss.s |
 NO0404| CO3798 JELLY RM 1                            5.404 METERS 10908     |
 NO0404| CO3799 JELLY RM 2                            3.917 METERS 18120     |
 NO0404| CO3797 JELLY AZ MK                                        2010552.2 |
 NO0404|---------------------------------------------------------------------|
 NO0404
 NO0404                          SUPERSEDED SURVEY CONTROL
 NO0404
 NO0404  NAD 83(1986)-  42 59 28.04878(N)    100 24 40.07942(W) AD(       ) 1
 NO0404  NAD 27      -  42 59 28.02300(N)    100 24 38.61000(W) AD(       ) 1
 NO0404
 NO0404.Superseded values are not recommended for survey control.
 NO0404
 NO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0404.See file dsdata.pdf to determine how the superseded data were derived.
 NO0404
 NO0404_MARKER: DS = TRIANGULATION STATION DISK
 NO0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0404_STAMPING: JELLY 1936
 NO0404_MARK LOGO: CGS
 NO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0404+STABILITY: SURFACE MOTION
 NO0404
 NO0404  HISTORY     - Date     Condition        Report By
 NO0404  HISTORY     - 1936     MONUMENTED       CGS
 NO0404
 NO0404                          STATION DESCRIPTION
 NO0404
 NO0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0404'ABOUT 11 MILES NORTHEAST OF VALENTINE, ABOUT 5 MILES NORTHWEST
 NO0404'OF SPARKS, IN NORTHWEST QUARTER OF SEC. 20, T. 35 N., R. 26 W,
 NO0404'ABOUT 1/2 MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE,
 NO0404'ON PROPERTY OWNED BY TOM JELLY.  THE MARK IS ON A PROMINENT KNOLL
 NO0404'IN FENCED PASTURE FIELD, ABOUT 1/2 MILE SOUTH OF THE JELLY
 NO0404'HOUSE, 0.25 MILE EAST OF TELEPHONE LINE, 165 FEET WEST OF
 NO0404'NORTH-SOUTH FENCE LINE, 128 FEET NORTH OF EAST-WEST FENCE LINE
 NO0404'AND PROJECTS 3 INCHES.
 NO0404'
 NO0404'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN FENCE LINE,
 NO0404'63 FEET NORTH OF FENCE CORNER AND PROJECTS 4 INCHES.
 NO0404'
 NO0404'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION IN FENCE LINE.
 NO0404'THE MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 NO0404'MARKS IS 184.65 FEET.
 NO0404'
 NO0404'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION IN FENCE LINE
 NO0404'TO SOUTH OF EAST-WEST ROAD, AT NORTH EDGE OF SPARSELY-WOODED
 NO0404'AREA, 75 FEET EAST OF TELEPHONE POLE IN FENCE CORNER, 30
 NO0404'FEET EAST OF GATEPOST.  THE MARK PROJECTS 3 INCHES.
 NO0404'
 NO0404'TO REACH THE STATION FROM THE COURTHOUSE IN VALENTINE, FOLLOW
 NO0404'STATE HIGHWAY 7 EAST AND NORTH FOR 14.55 MILES TO POINT WHERE
 NO0404'THE HIGHWAY TURNS SHARPLY EAST AT SMALL, WHITE SCHOOLHOUSE.
 NO0404'LEAVE STATE 7 AND CONTINUE NORTH ON SAND ROAD 1.0 MILE TO
 NO0404'CROSSROADS, THENCE WEST 2.0 MILES TO T-INTERSECTION, FOLLOW
 NO0404'SAND ROAD NORTH ALONG EAST SIDE OF FENCE LINE 2.0 MILES TO
 NO0404'GAP IN FENCE ON WEST, THEN WEST 1.0 MILE TO TELEPHONE LINE.
 NO0404'TURN NORTH AT EAST SIDE OF TELEPHONE LINE AND GO 0.5 MILE
 NO0404'TO GATE IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND TURN
 NO0404'EAST 0.25 MILE TO TOP OF PROMINENT KNOLL AND STATION.
 NO0404'
 NO0404'A 4-FOOT SIGNAL AT BOYD IS VISIBLE AT 64 FEET.  4-FOOT SIGNALS
 NO0404'AT CRABB (1933), LAMOUREAUX (1933) AND BARNETT ARE VISIBLE FROM
 NO0404'THE GROUND.
 NO0404'
 NO0404'TO REACH FROM SCHOOL IN SPARKS, GO WEST ON STATE HIGHWAY 7
 NO0404'FOR 5.1 MILES TO POINT WHERE THE HIGHWAY TURNS SHARPLY SOUTH
 NO0404'AT SMALL WHITE SCHOOLHOUSE, THENCE NORTH AS ABOVE.
 NO0404'
 NO0404'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0404'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0618 ***********************************************************************
 NP0618  DESIGNATION -  JENN
 NP0618  PID         -  NP0618
 NP0618  STATE/COUNTY-  NE/SHERIDAN
 NP0618  COUNTRY     -  US
 NP0618  USGS QUAD   -  ARGO HILL (2017)
 NP0618
 NP0618                         *CURRENT SURVEY CONTROL
 NP0618  ______________________________________________________________________
 NP0618* NAD 83(1995) POSITION- 42 15 02.68466(N) 102 09 40.88132(W)   ADJUSTED
 NP0618* NAVD 88 ORTHO HEIGHT -  1309.    (meters)     4295.    (feet) SCALED
 NP0618  ______________________________________________________________________
 NP0618  GEOID HEIGHT    -        -18.580 (meters)                     GEOID18
 NP0618  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 NP0618  HORZ ORDER      -  FIRST
 NP0618
 NP0618.The horizontal coordinates were established by classical geodetic methods
 NP0618.and adjusted by the National Geodetic Survey in August 1997.
 NP0618
 NP0618.The orthometric height was scaled from a topographic map.
 NP0618
 NP0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0618.GEOID18 height accuracy estimate available here.
 NP0618
 NP0618.Click photographs - Photos may exist for this station.
 NP0618
 NP0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0618
 NP0618. The following values were computed from the NAD 83(1995) position.
 NP0618
 NP0618;                    North         East     Units Scale Factor Converg.
 NP0618;SPC NE       -   270,630.661   321,699.138   MT  0.99974309   -1 25 56.4
 NP0618;SPC NE       -   887,894.09  1,055,441.26   sFT  0.99974309   -1 25 56.4
 NP0618;UTM  13      - 4,681,518.933   734,173.900   MT  1.00027478   +1 54 34.2
 NP0618
 NP0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0618!SPC NE       -   0.99979773  x   0.99974309  =   0.99954087
 NP0618!UTM  13      -   0.99979773  x   1.00027478  =   1.00007245
 NP0618
 NP0618:                Primary Azimuth Mark                     Grid Az
 NP0618:SPC NE       -  JENN AZ MK                               211 48 56.9
 NP0618:UTM  13      -  JENN AZ MK                               208 28 26.3
 NP0618
 NP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3417381518(NAD 83)
 NP0618
 NP0618|---------------------------------------------------------------------|
 NP0618| PID    Reference Object                     Distance      Geod. Az  |
 NP0618|                                                           dddmmss.s |
 NP0618| CQ4088 JENN RM 1                             9.336 METERS 04049     |
 NP0618| CQ4089 JENN RM 2                            10.312 METERS 14814     |
 NP0618| CQ4087 JENN AZ MK                                         2102300.5 |
 NP0618|---------------------------------------------------------------------|
 NP0618
 NP0618                          SUPERSEDED SURVEY CONTROL
 NP0618
 NP0618  NAD 83(1986)-  42 15 02.68085(N)    102 09 40.88291(W) AD(       ) 1
 NP0618  NAD 27      -  42 15 02.74800(N)    102 09 39.20400(W) AD(       ) 1
 NP0618
 NP0618.Superseded values are not recommended for survey control.
 NP0618
 NP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0618.See file dsdata.pdf to determine how the superseded data were derived.
 NP0618
 NP0618_MARKER: DS = TRIANGULATION STATION DISK
 NP0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0618
 NP0618  HISTORY     - Date     Condition        Report By
 NP0618  HISTORY     - 1946     MONUMENTED       CGS
 NP0618
 NP0618                          STATION DESCRIPTION
 NP0618
 NP0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0618'THE STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL WHICH
 NP0618'IS ABOUT 16.0 MILES, AIRLINE, NORTH NORTHWEST OF BINGHAM.  IT
 NP0618'IS BELIEVED TO BE NEAR THE CENTER OF SECTION 12, T26N, R42W.
 NP0618'IT PROJECTS 12 INCHES AND IS STAMPED JENN 1946.
 NP0618'
 NP0618'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NP0618'AND IS ABOUT 4 FEET BELOW STATION ELEVATION.  IT PROJECTS 12
 NP0618'INCHES AND IS STAMPED JENN NO 1 1946.
 NP0618'
 NP0618'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NP0618'IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS 12
 NP0618'INCHES AND IS STAMPED JENN NO 1 1946.
 NP0618'
 NP0618'AZIMUTH MARK IS ON THE SUMMIT OF A LOW SAND HILL, 15 FEET WEST
 NP0618'OF THE CENTER OF A TRACK ROAD, ROAD TO STATION.  IT PROJECTS
 NP0618'12 INCHES AND IS STAMPED JENN 1946.
 NP0618'
 NP0618'TO REACH THE STATION FROM THE BRICK SCHOOL BUILDING IN THE
 NP0618'VILLAGE OF BINGHAM, GO NORTH ON THE MAIN ROAD FOR 3.55 MILES
 NP0618'TO A FORK.  TAKE LEFT FORK UP HILL AND GO 1.45 MILES TO A FORK,
 NP0618'JUST AFTER CROSSING A CATTLE GUARD.  TAKE RIGHT FORK AND GO 2.0
 NP0618'MILES TO A FORK, ABOUT 200 YARDS WEST OF A CATTLE GUARD.  TAKE
 NP0618'LEFT FORK, NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.9
 NP0618'MILES TO A FORK.  TAKE RIGHT FORK AND GO 1.7 MILES TO A FORK.
 NP0618'TAKE RIGHT FORK AND GO 1.35 MILES TO A FORK.  TAKE LEFT FORK
 NP0618'THROUGH A CATTLE GUARD AND GO 1.0 MILE TO A FORK.  KEEP RIGHT
 NP0618'FORK FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK FOR ABOUT 50
 NP0618'YARDS TO AN OBLIQUE CROSSROAD AND 2 MAIL BOXES ON THE LEFT,
 NP0618'KEEP STRAIGHT AHEAD, OR RIGHT FORK AND GO FOR 0.65 MILE TO
 NP0618'A REVERSE Y FORK.  KEEP LEFT FORK ON MAIN ROAD AND GO 0.7
 NP0618'MILE, CROSSING A CATTLE GUARD TO A FORK.  TAKE LEFT FORK
 NP0618'AND GO 0.95 MILE TO A CATTLE GUARD AND A FORK.  TAKE
 NP0618'RIGHT FORK NORTH FOR 0.65 MILE TO A FORK.  TAKE RIGHT
 NP0618'FORK OVER A CATTLE GUARD AND GO 1.7 MILES TO A DIM ROAD
 NP0618'LEFT.  *TAKE LEFT FORK, DIM ROAD, AND GO 0.3 MILE TO A
 NP0618'WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.15 MILE TO A
 NP0618'FORK.  TAKE RIGHT FORK AND GO 1.1 MILES TO A CATTLE GUARD
 NP0618'AND A WINDMILL ON THE RIGHT.  CONTINUE ON TRACK ROAD FOR
 NP0618'0.45 MILE.  TURN RIGHT AT THIS POINT, LEAVING TRACK ROAD,
 NP0618'AND DRIVE SOUTH SOUTHEAST ACROSS COUNTRY UP GRASSY SLOPE
 NP0618'FOR 0.75 MILE TO THE HIGHEST POINT AND THE STATION AS
 NP0618'DESCRIBED.
 NP0618'
 NP0618'* FROM THIS POINT MENTIONED IN THE ABOVE DESCRIPTION, DRIVE
 NP0618'SOUTH ON TRACK ROAD FOR 0.25 MILE TO THE TOP OF A RIDGE AND
 NP0618'THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0635 ***********************************************************************
 NP0635  DESIGNATION -  JESSE
 NP0635  PID         -  NP0635
 NP0635  STATE/COUNTY-  NE/SHERIDAN
 NP0635  COUNTRY     -  US
 NP0635  USGS QUAD   -  KRAUSE LAKE EAST (2017)
 NP0635
 NP0635                         *CURRENT SURVEY CONTROL
 NP0635  ______________________________________________________________________
 NP0635* NAD 83(1995) POSITION- 42 07 58.86568(N) 102 37 04.66050(W)   ADJUSTED
 NP0635* NAVD 88 ORTHO HEIGHT -  1235.    (meters)     4052.    (feet) SCALED
 NP0635  ______________________________________________________________________
 NP0635  GEOID HEIGHT    -        -18.714 (meters)                     GEOID18
 NP0635  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 NP0635  HORZ ORDER      -  FIRST
 NP0635
 NP0635.The horizontal coordinates were established by classical geodetic methods
 NP0635.and adjusted by the National Geodetic Survey in August 1997.
 NP0635
 NP0635.The orthometric height was scaled from a topographic map.
 NP0635
 NP0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0635.GEOID18 height accuracy estimate available here.
 NP0635
 NP0635.Click photographs - Photos may exist for this station.
 NP0635
 NP0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0635
 NP0635. The following values were computed from the NAD 83(1995) position.
 NP0635
 NP0635;                    North         East     Units Scale Factor Converg.
 NP0635;SPC NE       -   258,604.445   283,646.232   MT  0.99971845   -1 44 05.7
 NP0635;SPC NE       -   848,438.08    930,596.01   sFT  0.99971845   -1 44 05.7
 NP0635;UTM  13      - 4,667,291.473   696,869.166   MT  1.00007691   +1 35 54.6
 NP0635
 NP0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0635!SPC NE       -   0.99980934  x   0.99971845  =   0.99952785
 NP0635!UTM  13      -   0.99980934  x   1.00007691  =   0.99988624
 NP0635
 NP0635:                Primary Azimuth Mark                     Grid Az
 NP0635:SPC NE       -  JESSE AZ MK                              044 29 58.2
 NP0635:UTM  13      -  JESSE AZ MK                              041 09 57.9
 NP0635
 NP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9686967291(NAD 83)
 NP0635
 NP0635|---------------------------------------------------------------------|
 NP0635| PID    Reference Object                     Distance      Geod. Az  |
 NP0635|                                                           dddmmss.s |
 NP0635| CQ4093 JESSE AZ MK                                        0424552.5 |
 NP0635| CQ4094 JESSE RM 1                           13.270 METERS 10533     |
 NP0635| CQ4095 JESSE RM 2                           13.360 METERS 18753     |
 NP0635|---------------------------------------------------------------------|
 NP0635
 NP0635                          SUPERSEDED SURVEY CONTROL
 NP0635
 NP0635  NAD 83(1993)-  42 07 58.86456(N)    102 37 04.66051(W) AD(       ) 1
 NP0635  NAD 83(1986)-  42 07 58.86226(N)    102 37 04.65960(W) AD(       ) 1
 NP0635  NAD 27      -  42 07 58.96400(N)    102 37 02.94400(W) AD(       ) 1
 NP0635
 NP0635.Superseded values are not recommended for survey control.
 NP0635
 NP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0635.See file dsdata.pdf to determine how the superseded data were derived.
 NP0635
 NP0635_MARKER: DS = TRIANGULATION STATION DISK
 NP0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0635
 NP0635  HISTORY     - Date     Condition        Report By
 NP0635  HISTORY     - 1946     MONUMENTED       CGS
 NP0635
 NP0635                          STATION DESCRIPTION
 NP0635
 NP0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0635'LOCATED ABOUT 13 MILES, AIRLINE, EAST-NORTHEAST OF ALLIANCE
 NP0635'AND 4.5 MILES, AIRLINE NORTH-NORTHWEST OF ANTIOCH, ON THE
 NP0635'HIGHEST POINT OF A FLAT-TOPPED GRASSY SAND HILL OWNED BY
 NP0635'MR. R.E. JESSE.  IT IS 0.1 MILE WEST OF A NORTH-SOUTH FENCE
 NP0635'LINE.  IT IS STAMPED JESSE 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 NP0635'IT IS STAMPED JESSE NO 1 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.
 NP0635'IT IS STAMPED JESSE NO 2 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'AZIMUTH MARK IS 1 FOOT SOUTH OF THE SOUTH END OF A WIRE GATE
 NP0635'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NP0635'JESSE 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'REACHED FROM THE CENTER OF ANTIOCH, TURN NORTH ACROSS RAILROAD
 NP0635'TRACKS, JUST EAST OF THE RAILROAD WATER TANK, AND GO 1.65
 NP0635'MILES TO A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, AND GO
 NP0635'0.9 MILE TO A FORK, TAKE LEFT FORK, PASSING OVER CATTLE GUARD,
 NP0635'AND CONTINUE FOR 1.9 MILE TO THE JESSE RANCH, CONTINUE THROUGH
 NP0635'RANCH YARD FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK,
 NP0635'NORTHWEST, AND GO 0.1 MILE TO A WIRE GATE IN A NORTH-SOUTH
 NP0635'FENCE LINE.  PASS THROUGH GATE AND CONTINUE NORTHWEST, ON
 NP0635'DIM TRACK ROAD, FOR 0.8 MILE TO A WIRE GATE IN A NORTH-SOUTH
 NP0635'FENCE LINE AND THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH
 NP0635'GATE, TURN LEFT, SOUTHWEST, AND GO 0.15 MILE TO THE HIGHEST
 NP0635'POINT OF THE HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0482 ***********************************************************************
 MN0482  CBN         -  This is a Cooperative Base Network Control Station.
 MN0482  PACS        -  This is a Primary Airport Control Station.
 MN0482  DESIGNATION -  JET
 MN0482  PID         -  MN0482
 MN0482  STATE/COUNTY-  NE/CHEYENNE
 MN0482  COUNTRY     -  US
 MN0482  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0482
 MN0482                         *CURRENT SURVEY CONTROL
 MN0482  ______________________________________________________________________
 MN0482* NAD 83(2011) POSITION- 41 06 20.01020(N) 102 59 40.42549(W)   ADJUSTED
 MN0482* NAD 83(2011) ELLIP HT-  1297.269 (meters)        (06/27/12)   ADJUSTED
 MN0482* NAD 83(2011) EPOCH   -  2010.00
 MN0482* NAVD 88 ORTHO HEIGHT -  1317.02  (meters)     4320.9   (feet) GPS OBS
 MN0482  ______________________________________________________________________
 MN0482  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MN0482  GEOID HEIGHT    -        -19.394 (meters)                     GEOID93
 MN0482  GEOID HEIGHT    -        -19.747 (meters)                     GEOID18
 MN0482  NAD 83(2011) X  - -1,082,439.894 (meters)                     COMP
 MN0482  NAD 83(2011) Y  - -4,690,593.107 (meters)                     COMP
 MN0482  NAD 83(2011) Z  -  4,172,116.292 (meters)                     COMP
 MN0482  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 MN0482
 MN0482  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0482  Standards:
 MN0482         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0482            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0482  -------------------------------------------------------------------
 MN0482  NETWORK    0.42   0.96           0.20   0.13   0.49     -0.03105831
 MN0482  -------------------------------------------------------------------
 MN0482  Click here for local accuracies and other accuracy information.
 MN0482
 MN0482.This mark is at Sidney Municipal Airport (SNY)
 MN0482
 MN0482.The horizontal coordinates were established by GPS observations
 MN0482.and adjusted by the National Geodetic Survey in June 2012.
 MN0482
 MN0482.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0482.been affixed to the stable North American tectonic plate. See 
 MN0482.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0482
 MN0482.The horizontal coordinates are valid at the epoch date displayed above
 MN0482.which is a decimal equivalence of Year/Month/Day.
 MN0482
 MN0482.The orthometric height was determined by GPS observations and a
 MN0482.high-resolution geoid model.
 MN0482
 MN0482.GPS derived orthometric heights for airport stations designated as
 MN0482.PACS or SACS are published to 2 decimal places.  This maintains
 MN0482.centimeter relative accuracy between the PACS and SACS.  It does
 MN0482.not indicate centimeter accuracy relative to other marks which are
 MN0482.part of the published vertical control network.
 MN0482
 MN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0482.GEOID18 height accuracy estimate available here.
 MN0482
 MN0482.Click photographs - Photos may exist for this station.
 MN0482
 MN0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0482
 MN0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0482
 MN0482.The ellipsoidal height was determined by GPS observations
 MN0482.and is referenced to NAD 83.
 MN0482
 MN0482. The following values were computed from the NAD 83(2011) position.
 MN0482
 MN0482;                    North         East     Units Scale Factor Converg.
 MN0482;SPC NE       -   145,604.490   248,584.357   MT  0.99968285   -1 59 04.2
 MN0482;SPC NE       -   477,704.06    815,563.84   sFT  0.99968285   -1 59 04.2
 MN0482;UTM  13      - 4,552,413.111   668,395.714   MT  0.99994901   +1 19 07.6
 MN0482
 MN0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0482!SPC NE       -   0.99979655  x   0.99968285  =   0.99947947
 MN0482!UTM  13      -   0.99979655  x   0.99994901  =   0.99974557
 MN0482
 MN0482:                Primary Azimuth Mark                     Grid Az
 MN0482:SPC NE       -  JET AZ MK                                094 51 11.1
 MN0482:UTM  13      -  JET AZ MK                                091 32 59.3
 MN0482
 MN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6839552413(NAD 83)
 MN0482
 MN0482|---------------------------------------------------------------------|
 MN0482| PID    Reference Object                     Distance      Geod. Az  |
 MN0482|                                                           dddmmss.s |
 MN0482| MN0489 SIDNEY INTL HARVESTER RAD MAST      APPROX. 4.8 KM 0272031.0 |
 MN0482| MN0483 JET AZ MK                           494.080 METERS 0925206.9 |
 MN0482| MN0479 AIRPORT BCN SIDNEY MUN AIRPORT      APPROX. 0.9 KM 1011522.4 |
 MN0482| MN0481 SIDNEY COLLIER TV MAST              APPROX. 6.1 KM 1655651.7 |
 MN0482| CP8325 JET RM 1                             27.597 METERS 20947     |
 MN0482| CP8326 JET RM 2                             23.918 METERS 27049     |
 MN0482| MN0484 SIDNEY WHEAT BELT PWR DIST MST      APPROX. 4.9 KM 3590427.1 |
 MN0482|---------------------------------------------------------------------|
 MN0482
 MN0482                          SUPERSEDED SURVEY CONTROL
 MN0482
 MN0482  NAD 83(2007)-  41 06 20.01005(N)    102 59 40.42623(W) AD(2002.00) 0
 MN0482  ELLIP H (02/10/07) 1297.299  (m)                       GP(2002.00)    
 MN0482  ELLIP H (09/24/01) 1297.272  (m)                       GP(       ) 4 1
 MN0482  NAD 83(1995)-  41 06 20.00954(N)    102 59 40.42600(W) AD(       ) B
 MN0482  ELLIP H (06/25/96) 1297.311  (m)                       GP(       ) 1 1
 MN0482  NAD 83(1992)-  41 06 20.00058(N)    102 59 40.42639(W) AD(       ) 2
 MN0482  NAD 83(1986)-  41 06 20.00007(N)    102 59 40.42697(W) AD(       ) 2
 MN0482  NAD 27      -  41 06 20.05400(N)    102 59 38.70530(W) AD(       ) 2
 MN0482
 MN0482.Superseded values are not recommended for survey control.
 MN0482
 MN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0482.See file dsdata.pdf to determine how the superseded data were derived.
 MN0482
 MN0482_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0482_STAMPING: JET 1963 1977
 MN0482_MARK LOGO: NGS
 MN0482_PROJECTION: RECESSED 10 CENTIMETERS
 MN0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0482+STABILITY: SURFACE MOTION
 MN0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0482+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2019
 MN0482
 MN0482  HISTORY     - Date     Condition        Report By
 MN0482  HISTORY     - 1963     MONUMENTED       CGS
 MN0482  HISTORY     - 1965     GOOD             CGS
 MN0482  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0482  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0482  HISTORY     - 19950818 GOOD             NGS
 MN0482  HISTORY     - 19970728 GOOD             NGS
 MN0482  HISTORY     - 20160516 GOOD             NEGS
 MN0482  HISTORY     - 20160602 GOOD             INDIV
 MN0482  HISTORY     - 20190111 GOOD             NEGS
 MN0482
 MN0482                          STATION DESCRIPTION
 MN0482
 MN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0482'THE STATION IS LOCATED 6 MILES NORTHEAST OF LORENZO, 3 MILES
 MN0482'SOUTH-SOUTHWEST OF SIDNEY, 0.5 MILE WEST OF THE SIDNEY MUNICIPAL
 MN0482'AIRPORT, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 19, NEAR
 MN0482'THE FARM HOME OF MR. R.L. HAZLETT SR.
 MN0482'
 MN0482'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0482'ON U.S. HIGHWAY 30 FOR 0.65 MILE TO THE JUNCTION OF STATE
 MN0482'HIGHWAY 19.  TURN RIGHT AND GO SOUTH AND WEST ON STATE HIGHWAY 19
 MN0482'FOR 3.35 MILES TO THE ENTRANCE TO THE SIDNEY MUNICIPAL AIRPORT
 MN0482'ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO WEST ON STATE
 MN0482'HIGHWAY 19 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MN0482'DESCRIBED.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 MILE
 MN0482'TO THE STATION ON THE RIGHT AS DESCRIBED, NEAR A FARM HOUSE.
 MN0482'
 MN0482'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0482'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED JET 1963.
 MN0482'IT IS 81 FEET WEST OF THE CENTER OF A FARM DRIVE, 38-1/2 FEET
 MN0482'NORTH OF THE CENTER OF STATE HIGHWAY 19, 35 FEET SOUTHEAST
 MN0482'OF THE SOUTHEAST CORNER OF YARD FENCE AND 7 FEET EAST-SOUTHEAST
 MN0482'OF A POWER POLE WITH A WITNESS SIGN NAILED TO THE SIDE OF THE
 MN0482'POLE.
 MN0482'
 MN0482'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0482'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 MN0482'STAMPED JET NO 1 1963.  IT IS 41 FEET SOUTH OF THE CENTER OF
 MN0482'STATE HIGHWAY 19 AND 1-1/2 FEET EAST-SOUTHEAST OF A TELEPHONE
 MN0482'POLE.
 MN0482'
 MN0482'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0482'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0482'JET NO 2 1963.  IT IS 39 FEET NORTH OF THE CENTER OF STATE
 MN0482'HIGHWAY 19, 34 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 MN0482'OF A YARD FENCE AND 1-1/2 FEET SOUTH OF A TELEPHONE POLE.
 MN0482'
 MN0482'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0482'CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS STAMPED JET
 MN0482'1963.  IT IS 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 19,
 MN0482'1.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 1/2 FOOT
 MN0482'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0482
 MN0482                          STATION RECOVERY (1965)
 MN0482
 MN0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0482'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 MN0482'AS DESCRIBED BY THE ORIGINAL DESCRIPTION.
 MN0482
 MN0482                          STATION RECOVERY (1972)
 MN0482
 MN0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0482'THE STATION MARK WAS NOT FOUND.  SOME EXCAVATING HAS BEEN
 MN0482'DONE IN THE AREA WHERE THE STATION SHOULD BE.  R.M. 1 AND
 MN0482'R.M. 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 MN0482'MARK WAS NOT VISITED.
 MN0482
 MN0482                          STATION RECOVERY (1977)
 MN0482
 MN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0482'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 MN0482'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MN0482'SURFACE STATION MARK HAD BEEN BROKEN OFF BELOW THE GROUND SURFACE.
 MN0482'THE FARM HOME MENTIONED IN THE 1963 DESCRIPTION HAS BEEN
 MN0482'REMOVED, STATE HIGHWAY 19 HAS BEEN RE-ROUTED DUE TO
 MN0482'EXTENSION OF THE RUNWAY FOR THE SIDNEY MUNICIPAL AIRPORT.  A NEW
 MN0482'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND
 MN0482'STATION MARK THIS DATE.  THE DISTANCE AND DIRECTION TO THE
 MN0482'REFERENCE MARKS CHECKED THE PREVIOUS DISTANCE AND DIRECTION
 MN0482'FAVORABLY.  DUE TO THE CHANGES IN THE AREA AND ROUTE TO REACH
 MN0482'THE STATION, A NEW COMPLETE DESCRIPTION FOLLOWS--
 MN0482'
 MN0482'THE STATION IS LOCATED 6 MILES NORTHEAST OF LORENZO, 3 MILES
 MN0482'SOUTH-SOUTHWEST OF SIDNEY AND ABOUT 0.15 MILE WEST OF THE
 MN0482'NORTHWEST-SOUTHEAST RUNWAY FOR AIRPORT AND AT THE WEST BOUNDARY OF
 MN0482'THE AIRPORT.
 MN0482'
 MN0482'TO REACH THE STATION FROM THE AMERICAN NATIONAL BANK AT THE
 MN0482'INTERSECTION OF ILLINOIS STREET AND 10TH AVENUE IN SIDNEY, GO SOUTH
 MN0482'ON 10TH AND 11TH AVENUES FOR 2.1 MILES TO STATE HIGHWAY 19 AND
 MN0482'INTERSTATE 80 OVERPASS.  TURN RIGHT ON STATE HIGHWAY 19 AND PASS
 MN0482'UNDER INTERSTATE 80 AND GO SOUTHWESTERLY FOR 2.05 MILES TO A SIDE
 MN0482'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ABOUT 100 FEET TO A
 MN0482'SIDE ROAD ON THE LEFT, OLD HIGHWAY 19.  TURN LEFT AND GO EAST ON
 MN0482'THE OLD ROAD FOR 0.9 MILE TO A CURVE SOUTH, FENCED AREA AND THE
 MN0482'STATION AS DESCRIBED.
 MN0482'
 MN0482'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED JET 1963 1977,
 MN0482'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 4 INCHES
 MN0482'BELOW THE GROUND SURFACE.  IT IS 54 FEET EAST OF THE EAST END GATE
 MN0482'POST, 49 FEET NORTH OF A FENCE, 39.5 FEET NORTH-NORTHEAST OF A
 MN0482'METAL WITNESS POST AND 3.1 FEET NORTHWEST OF A NEW METAL WITNESS
 MN0482'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0482'CONCRETE 42 INCHES BELOW THE GROUND SURFACE AND IS STAMPED JET
 MN0482'1963.  REBAR PLACED.
 MN0482'
 MN0482'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JET NO 1 1963, SET IN
 MN0482'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 MN0482'GROUND SURFACE.  IT IS 41 FEET SOUTH OF THE OLD ROAD AND 1.5 FEET
 MN0482'EAST OF A POWER POLE WITH A GUY CABLE.
 MN0482'
 MN0482'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JET NO 2 1963, SET IN
 MN0482'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MN0482'GROUND SURFACE.  IT IS 38 FEET NORTH OF THE CENTER OF THE OLD ROAD,
 MN0482'3.8 FEET SOUTHWEST OF THE SOUTHWEST GATE POST, 3.7 FEET EAST OF A
 MN0482'CONCRETE RIGHT-OF-WAY MARKER AND 2 FEET SOUTH OF A FENCE.
 MN0482'
 MN0482'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JET 1963, SET IN THE
 MN0482'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 MN0482'THE GROUND SURFACE.  IT IS 1.6 FEET EAST-NORTHEAST OF A METAL
 MN0482'WITNESS POST.
 MN0482'
 MN0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS GRASSY
 MN0482'AREA AND DOWN HILL TO AIRPORT RUNWAY, CROSS THE RUNWAY AND CONTINUE
 MN0482'EAST ACROSS OLD FIELD TO THE AZIMUTH MARK, A DISTANCE OF 0.3 MILE
 MN0482'DUE EAST OF THE STATION.
 MN0482'
 MN0482'NOTE--PERMISSION SHOULD BE OBTAINED FROM THE AIRPORT MANAGER TO
 MN0482'CROSS THE RUNWAY WHEN THE AZIMUTH MARK NEEDS TO BE USED.
 MN0482'
 MN0482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MN0482'SOUTH-SOUTHWEST OF SIDNEY.
 MN0482
 MN0482                          STATION RECOVERY (1995)
 MN0482
 MN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0482'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LORENZO, 3.0
 MN0482'MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY, AT THE SIDNEY MUNICIPAL AIRPORT
 MN0482'AND NEAR A CORNER IN THE PERIMETER FENCE ABOUT 820 FT (249.9 M)
 MN0482'SOUTH-SOUTHWEST OF THE APPROACH END OF RUNWAY 12. OWNERSHIP--SIDNEY
 MN0482'AIRPORT AUTHORITY, ROUTE 2, BOX 7, SIDNEY NE 69162.  AIRPORT MANAGER
 MN0482'IS ED NELSON, PHONE (308) 254-5668.  TO REACH THE STATION FROM THE
 MN0482'JUNCTION OF INTERSTATE 80, U.S. HIGHWAY 385 NORTH AND COUNTY ROAD 115
 MN0482'SOUTH (EXIT 59) SOUTHEAST OF SIDNEY, GO SOUTH ON A PAVED THEN GRAVEL
 MN0482'ROAD (CR115) FOR 0.5 MI (0.8 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 MN0482'WEST ON A GRAVEL ROAD (CR16) FOR 1.25 MI (2.01 KM) TO AN INTERSECTION,
 MN0482'TURN RIGHT AND GO NORTHERLY ON A PAVED ROAD (CR113) FOR 0.45 MI (0.72
 MN0482'KM) TO A T-JUNCTION, TURN LEFT AND GO WESTERLY FOLLOWING THE PAVED
 MN0482'ROAD (CR19A) FOR 2.1 MI (3.4 KM) TO AN INTERSECTION WITH CR109, TURN
 MN0482'LEFT THEN LEFT AGAIN AND GO EAST ON THE OLD PAVED HIGHWAY FOR 0.95 MI
 MN0482'(1.53 KM) TO THE END OF THE PAVEMENT AT A FENCE LINE AND THE STATION
 MN0482'JUST AHEAD AND ON AIRPORT PROPERTY.  THE STATION IS RECESSED 0.5 FT
 MN0482'(15.2 CM), 53.4 FT (16.3 M) EAST OF A WOODEN CORNER/GATEPOST, 53.0 FT
 MN0482'(16.2 M) SOUTH-SOUTHEAST OF THE MOST EASTERLY OF 3 SMALL CLUMPS OF
 MN0482'TREES, 36.0 FT (11.0 M) NORTHEAST OF A FENCE LINE, 2.0 FT (0.6 M)
 MN0482'NORTH OF A WITNESS POST AND 1.7 FT (0.5 M) SOUTH OF A METAL POST.
 MN0482'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MN0482'AIRPORT CONTROL STATION.
 MN0482
 MN0482                          STATION RECOVERY (1997)
 MN0482
 MN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0482'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT, NEAR A
 MN0482'PERIMETER FENCE CORNER SOUTH-SOUTHWEST OF RUNWAY END 12.
 MN0482'OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ED NELSON, AIRPORT MANAGER, 11149
 MN0482'RD 16, SIDNEY, NE 69162.  THE PHONE NUMBER IS (308) 254-5668. TO REACH
 MN0482'THE STATION FROM THE JUNCTION OF U S INTERSTATE HIGHWAY 80 AND U S
 MN0482'HIGHWAY 385 ON THE SOUTHEAST SIDE OF SIDNEY, GO NORTH FOR 0.25 MI
 MN0482'(0.40 KM) ON THE U S HIGHWAY TO THE INTERSECTION OF OLD POST ROAD ON
 MN0482'THE LEFT, TURN LEFT AND GO WESTERLY FOR 3.6 MI (5.8 KM) ON OLD POST
 MN0482'ROAD AND COUNTY ROAD 19A TO THE INTERSECTION OF COUNTY ROAD 109 ON THE
 MN0482'LEFT, TURN LEFT AND GO SOUTH FOR 30 METERS (98.4 FT) ON COUNTY ROAD
 MN0482'109 TO AN ABANDONED PAVED ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY
 MN0482'FOR 0.9 MI (1.4 KM) ON THE ABANDONED PAVED ROAD TO ITS END AND THE
 MN0482'STATION AHEAD JUST BEYOND A FENCE.  THE STATION IS LOCATED 53.4 FT
 MN0482'(16.3 M) EAST OF A WOODEN CORNER/GATEPOST, 53.0 FT (16.2 M)
 MN0482'SOUTH-SOUTHEAST OF THE MOST EASTERLY OF 3 SMALL CLUMPS OF TREES, 36.0
 MN0482'FT (11.0 M) NORTHEAST OF A FENCE, 2.0 FT (0.6 M) NORTH OF A WITNESS
 MN0482'POST, AND THE MONUMENT IS RECESSED 1.0 FT (0.3 M) BELOW THE GROUND
 MN0482'SURFACE.  NOTE--THE MONUMENT IS LEANING BUT SOLID.
 MN0482
 MN0482                          STATION RECOVERY (2016)
 MN0482
 MN0482'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 MN0482'FOUND GOOD
 MN0482
 MN0482                          STATION RECOVERY (2016)
 MN0482
 MN0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0482'TO REACH MARK GO 2.2 MILES ON HWY 19 FROM THE THE I-80 OVERPASS
 MN0482'WESTERLY TO COUNTY ROAD 109 TURN LEFT SOUTH,THEN IMMEDIATELY TURN LEFT
 MN0482'AGAIN AND GO EAST ON ROAD 1.O MILE TO MARK.
 MN0482
 MN0482                          STATION RECOVERY (2019)
 MN0482
 MN0482'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (BO)
 MN0482'TO REACH FROM INTERSTATE 80 AND LINK 17J SOUTHEAST OF SYDNEY
 MN0482'NORTHEAST, GO NORTH ON L-17J FOR 0.27 MI (0.43 KM) TO OLD POST ROAD.
 MN0482'TURN LEFT (WEST) AND GO 3.57 MI (5.74 KM) TO THE INTERSECTION OF OLD
 MN0482'POST ROAD AND COUNTY ROAD 109.  TURN LEFT (SOUTH) ONTO COUNTY ROAD 109
 MN0482'AND GO 0.03 MI (0.05 KM) TO AN ABANDONED PAVED ROAD.  TURN LEFT (EAST)
 MN0482'ONTO THE ABANDONED ROAD AND GO 0.92 MI (1.48 KM) TO THE END OF THE
 MN0482'PAVEMENT.
 MN0482'
 MN0482'THE STATION IS LOCATED APPROXIMATELY 36 FT (11.0 M) TO THE EAST AND
 MN0482'NORTH BEYOND A FENCE.  THE MARK IS 2.0 FT (0.6 M) WEST OF A WITNESS
 MN0482'POST.  THE REMAINING TIES FROM THE 1997 RECOVERY ARE STILL VALID.  A
 MN0482'SECOND WITNESS POST IS REPORTED BROKEN AND LOCATED SOUTH OF THE MARK.
 MN0482'NO DISTANCE RECORDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0483 ***********************************************************************
 MN0483  DESIGNATION -  JET AZ MK
 MN0483  PID         -  MN0483
 MN0483  STATE/COUNTY-  NE/CHEYENNE
 MN0483  COUNTRY     -  US
 MN0483  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0483
 MN0483                         *CURRENT SURVEY CONTROL
 MN0483  ______________________________________________________________________
 MN0483* NAD 83(1995) POSITION- 41 06 19.20711(N) 102 59 19.28127(W)   NO CHECK
 MN0483* NAVD 88 ORTHO HEIGHT -  1307.    (meters)     4288.    (feet) SCALED
 MN0483  ______________________________________________________________________
 MN0483  GEOID HEIGHT    -        -19.752 (meters)                     GEOID18
 MN0483  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 MN0483  HORZ ORDER      -  THIRD
 MN0483
 MN0483.The horizontal coordinates were established by classical geodetic methods
 MN0483.and adjusted by the National Geodetic Survey in August 1997.
 MN0483
 MN0483.No horizontal observational check was made to the station.
 MN0483
 MN0483.The orthometric height was scaled from a topographic map.
 MN0483
 MN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0483.GEOID18 height accuracy estimate available here.
 MN0483
 MN0483.Click photographs - Photos may exist for this station.
 MN0483
 MN0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0483
 MN0483. The following values were computed from the NAD 83(1995) position.
 MN0483
 MN0483;                    North         East     Units Scale Factor Converg.
 MN0483;SPC NE       -   145,562.675   249,076.420   MT  0.99968288   -1 58 50.1
 MN0483;SPC NE       -   477,566.88    817,178.22   sFT  0.99968288   -1 58 50.1
 MN0483;UTM  13      - 4,552,399.715   668,889.500   MT  0.99995106   +1 19 21.5
 MN0483
 MN0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0483!SPC NE       -   0.99979819  x   0.99968288  =   0.99948113
 MN0483!UTM  13      -   0.99979819  x   0.99995106  =   0.99974926
 MN0483
 MN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6888952399(NAD 83)
 MN0483
 MN0483                          SUPERSEDED SURVEY CONTROL
 MN0483
 MN0483  NAD 83(1993)-  41 06 19.20701(N)    102 59 19.27799(W) AD(       ) 3
 MN0483  NAD 83(1992)-  41 06 19.19811(N)    102 59 19.27838(W) AD(       ) 3
 MN0483  NAD 83(1986)-  41 06 19.19800(N)    102 59 19.27893(W) AD(       ) 3
 MN0483  NAD 27      -  41 06 19.25133(N)    102 59 17.55803(W) AD(       ) 3
 MN0483
 MN0483.Superseded values are not recommended for survey control.
 MN0483
 MN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0483.See file dsdata.pdf to determine how the superseded data were derived.
 MN0483
 MN0483_MARKER: DZ = AZIMUTH MARK DISK
 MN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0483_STAMPING: JET 1963
 MN0483_MARK LOGO: CGS
 MN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0483+STABILITY: SURFACE MOTION
 MN0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0483+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 MN0483
 MN0483  HISTORY     - Date     Condition        Report By
 MN0483  HISTORY     - 1963     MONUMENTED       CGS
 MN0483  HISTORY     - 19970728 GOOD             NGS
 MN0483  HISTORY     - 20050303 GOOD             NGS
 MN0483
 MN0483                          STATION DESCRIPTION
 MN0483
 MN0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0483'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT,
 MN0483'
 MN0483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JET 1963, SET IN THE
 MN0483'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 MN0483'THE GROUND SURFACE.  IT IS 1.6 FEET EAST-NORTHEAST OF A METAL
 MN0483'WITNESS POST.
 MN0483'
 MN0483'TO REACH THE AZIMUTH MARK FROM JET 1963, GO EAST ACROSS GRASSY
 MN0483'AREA AND DOWN HILL TO AIRPORT RUNWAY, CROSS THE RUNWAY AND CONTINUE
 MN0483'EAST ACROSS OLD FIELD TO THE AZIMUTH MARK, A DISTANCE OF 0.3 MILE
 MN0483'DUE EAST OF THE STATION.
 MN0483'
 MN0483'NOTE--PERMISSION SHOULD BE OBTAINED FROM THE AIRPORT MANAGER TO
 MN0483'CROSS THE RUNWAY WHEN THE AZIMUTH MARK NEEDS TO BE USED.
 MN0483'
 MN0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MN0483'SOUTH-SOUTHWEST OF SIDNEY.
 MN0483
 MN0483                          STATION RECOVERY (2005)
 MN0483
 MN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JR)
 MN0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0667 ***********************************************************************
 NP0667  DESIGNATION -  JIM
 NP0667  PID         -  NP0667
 NP0667  STATE/COUNTY-  NE/SHERIDAN
 NP0667  COUNTRY     -  US
 NP0667  USGS QUAD   -  HAY SPRINGS SW (2017)
 NP0667
 NP0667                         *CURRENT SURVEY CONTROL
 NP0667  ______________________________________________________________________
 NP0667* NAD 83(1995) POSITION- 42 32 22.40340(N) 102 42 00.91045(W)   ADJUSTED
 NP0667* NAVD 88 ORTHO HEIGHT -  1187.5   (meters)     3896.    (feet) VERTCON
 NP0667  ______________________________________________________________________
 NP0667  GEOID HEIGHT    -        -18.113 (meters)                     GEOID18
 NP0667  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 NP0667  HORZ ORDER      -  SECOND
 NP0667
 NP0667.The horizontal coordinates were established by classical geodetic methods
 NP0667.and adjusted by the National Geodetic Survey in August 1997.
 NP0667
 NP0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0667
 NP0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0667.GEOID18 height accuracy estimate available here.
 NP0667
 NP0667.Click photographs - Photos may exist for this station.
 NP0667
 NP0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0667
 NP0667. The following values were computed from the NAD 83(1995) position.
 NP0667
 NP0667;                    North         East     Units Scale Factor Converg.
 NP0667;SPC NE       -   303,939.209   278,257.468   MT  0.99982157   -1 47 22.0
 NP0667;SPC NE       -   997,173.89    912,916.38   sFT  0.99982157   -1 47 22.0
 NP0667;UTM  13      - 4,712,248.515   688,846.612   MT  1.00003879   +1 33 19.1
 NP0667
 NP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0667!SPC NE       -   0.99981663  x   0.99982157  =   0.99963823
 NP0667!UTM  13      -   0.99981663  x   1.00003879  =   0.99985541
 NP0667
 NP0667:                Primary Azimuth Mark                     Grid Az
 NP0667:SPC NE       -  HAY SPRINGS TV STA KDUH TOWER            002 52 37.0
 NP0667:UTM  13      -  HAY SPRINGS TV STA KDUH TOWER            359 31 55.9
 NP0667
 NP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8884612248(NAD 83)
 NP0667
 NP0667|---------------------------------------------------------------------|
 NP0667| PID    Reference Object                     Distance      Geod. Az  |
 NP0667|                                                           dddmmss.s |
 NP0667| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.12.4 KM 0010515.0 |
 NP0667| CP9724 JIM RM 2                             16.925 METERS 17118     |
 NP0667| CP9723 JIM RM 1                             34.503 METERS 28806     |
 NP0667|---------------------------------------------------------------------|
 NP0667
 NP0667                          SUPERSEDED SURVEY CONTROL
 NP0667
 NP0667  NAD 83(1993)-  42 32 22.40284(N)    102 42 00.91102(W) AD(       ) 2
 NP0667  NAD 83(1986)-  42 32 22.39685(N)    102 42 00.90322(W) AD(       ) 2
 NP0667  NAD 27      -  42 32 22.50059(N)    102 41 59.21914(W) AD(       ) 2
 NP0667  NGVD 29 (07/19/86) 1187.0    (m)         3894.     (f) VERT ANG       
 NP0667
 NP0667.Superseded values are not recommended for survey control.
 NP0667
 NP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0667.See file dsdata.pdf to determine how the superseded data were derived.
 NP0667
 NP0667_MARKER: DD = SURVEY DISK
 NP0667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0667+WITH SETTING: INFORMATION.
 NP0667_STAMPING: JIM ET 1968
 NP0667_MARK LOGO: USGS
 NP0667_PROJECTION: FLUSH
 NP0667_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0667
 NP0667  HISTORY     - Date     Condition        Report By
 NP0667  HISTORY     - 1968     MONUMENTED       USGS
 NP0667
 NP0667                          STATION DESCRIPTION
 NP0667
 NP0667'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0667'THE STATION IS ABOUT 10.0 MI SSW. OF HAY SPRINGS, NEAR THE CENTER
 NP0667'OF THE NW. QUARTER OF THE NE. QUARTER OF SEC. 34 ON KNOLL IN
 NP0667'PASTURELAND T. 30 N., R. 46 W.
 NP0667'
 NP0667'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND 87 S.,
 NP0667'GO S. ON STATE HWY. 87, 9.8 MI TO CROSSROADS, TURN RIGHT (W.)
 NP0667'GO 0.4 MI, TURN LEFT (S.) GO 0.15 MI ON TRAIL AND STATION ON
 NP0667'LEFT ON KNOLL IN PASTURELAND.
 NP0667'
 NP0667'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0667'COATED ROD.  CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0667'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET JIM 1968, STATION
 NP0667'IS 220 FT E. OF USGS WITNESS POST, STATION IS FLUSH WITH
 NP0667'THE GROUND.
 NP0667'
 NP0667'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0667'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0667'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS W. OF THE
 NP0667'STATION, 115 FT E. OF N.-S. FENCE, STAMPED JIM NO 1 1968, MARK
 NP0667'IS FLUSH WITH THE GROUND.
 NP0667'
 NP0667'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0667'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0667'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS S. OF THE
 NP0667'STATION, 225 FT E. OF N.-S. FENCE, STAMPED JIM NO 2 1968,
 NP0667'MARK IS FLUSH WITH THE GROUND.
 NP0667'
 NP0667'AZIMUTH MARK, KDUH TV TOWER, NEAR THE CENTER OF THE SE. QUARTER
 NP0667'OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0667'
 NP0667'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0472 ***********************************************************************
 MN0472  DESIGNATION -  JOHNSON
 MN0472  PID         -  MN0472
 MN0472  STATE/COUNTY-  NE/CHEYENNE
 MN0472  COUNTRY     -  US
 MN0472  USGS QUAD   -  SUNOL (2017)
 MN0472
 MN0472                         *CURRENT SURVEY CONTROL
 MN0472  ______________________________________________________________________
 MN0472* NAD 83(1995) POSITION- 41 13 01.87825(N) 102 46 58.07967(W)   ADJUSTED
 MN0472* NAVD 88 ORTHO HEIGHT -  1254.    (meters)     4114.    (feet) SCALED
 MN0472  ______________________________________________________________________
 MN0472  GEOID HEIGHT    -        -19.932 (meters)                     GEOID18
 MN0472  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 MN0472  HORZ ORDER      -  SECOND
 MN0472
 MN0472.The horizontal coordinates were established by classical geodetic methods
 MN0472.and adjusted by the National Geodetic Survey in August 1997.
 MN0472
 MN0472.The orthometric height was scaled from a topographic map.
 MN0472
 MN0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0472.GEOID18 height accuracy estimate available here.
 MN0472
 MN0472.Click photographs - Photos may exist for this station.
 MN0472
 MN0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0472
 MN0472. The following values were computed from the NAD 83(1995) position.
 MN0472
 MN0472;                    North         East     Units Scale Factor Converg.
 MN0472;SPC NE       -   157,397.334   266,755.856   MT  0.99967122   -1 50 39.0
 MN0472;SPC NE       -   516,394.42    875,181.50   sFT  0.99967122   -1 50 39.0
 MN0472;UTM  13      - 4,565,237.720   685,862.676   MT  1.00002517   +1 27 40.9
 MN0472
 MN0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0472!SPC NE       -   0.99980653  x   0.99967122  =   0.99947782
 MN0472!UTM  13      -   0.99980653  x   1.00002517  =   0.99983170
 MN0472
 MN0472:                Primary Azimuth Mark                     Grid Az
 MN0472:SPC NE       -  JOHNSON AZ MK                            180 45 28.4
 MN0472:UTM  13      -  JOHNSON AZ MK                            177 27 08.5
 MN0472
 MN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8586265237(NAD 83)
 MN0472
 MN0472|---------------------------------------------------------------------|
 MN0472| PID    Reference Object                     Distance      Geod. Az  |
 MN0472|                                                           dddmmss.s |
 MN0472| CP8343 JOHNSON AZ MK                                      1785449.4 |
 MN0472| CP8344 JOHNSON RM 1                                       18434     |
 MN0472| CP8345 JOHNSON RM 2                                       27804     |
 MN0472|---------------------------------------------------------------------|
 MN0472
 MN0472                          SUPERSEDED SURVEY CONTROL
 MN0472
 MN0472  NAD 83(1993)-  41 13 01.87806(N)    102 46 58.07988(W) AD(       ) 2
 MN0472  NAD 83(1986)-  41 13 01.87313(N)    102 46 58.08058(W) AD(       ) 2
 MN0472  NAD 27      -  41 13 01.93050(N)    102 46 56.36880(W) AD(       ) 2
 MN0472
 MN0472.Superseded values are not recommended for survey control.
 MN0472
 MN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0472.See file dsdata.pdf to determine how the superseded data were derived.
 MN0472
 MN0472_MARKER: DS = TRIANGULATION STATION DISK
 MN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0472_STAMPING: JOHNSON 1963
 MN0472_MARK LOGO: CGS
 MN0472_PROJECTION: FLUSH
 MN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0472+STABILITY: SURFACE MOTION
 MN0472
 MN0472  HISTORY     - Date     Condition        Report By
 MN0472  HISTORY     - 1963     MONUMENTED       CGS
 MN0472
 MN0472                          STATION DESCRIPTION
 MN0472
 MN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0472'THE STATION IS LOCATED 12 MILES NORTHEAST OF SIDNEY, 4-1/2
 MN0472'MILES NORTH-NORTHWEST OF SUNOL, IN THE NORTHEAST CORNER
 MN0472'OF AN ABANDONED FARM YARD, ON PROPERTY OWNED BY MR. CLYDE A.
 MN0472'JOHNSON.
 MN0472'
 MN0472'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0472'ON U.S. HIGHWAY 30 FOR 1.65 MILES TO THE JUNCTION OF U.S.
 MN0472'HIGHWAY 385.  CONTINUE STRAIGHT AHEAD AND GO EAST ON U.S. HIGHWAY
 MN0472'30 AND 385 FOR 4.8 MILES TO A CROSSROAD AT THE COLTON ELEVATOR.
 MN0472'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 3.3 MILES TO A SIDE
 MN0472'ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 MN0472'3.65 MILES TO A CROSSROAD AND A SCHOOL HOUSE ON THE LEFT.
 MN0472'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO
 MN0472'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRADED ROAD
 MN0472'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MN0472'CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD FOR 0.45 MILE
 MN0472'TO THE STATION ON THE LEFT AS DESCRIBED.
 MN0472'
 MN0472'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0472'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0472'JOHNSON 1963.  IT IS 28 FEET WEST OF THE CENTER OF A TRACK
 MN0472'ROAD AND 12.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 MN0472'
 MN0472'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0472'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0472'JOHNSON NO 1 1963.  IT IS 95-1/2 FEET SOUTH OF A METAL WITNESS
 MN0472'POST AND 33 FEET WEST OF THE CENTER OF A TRACK ROAD.
 MN0472'
 MN0472'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 MN0472'A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 MN0472'STAMPED JOHNSON NO 2 1963.  IT IS 72 FEET WEST OF A METAL
 MN0472'WITNESS POST AND 1 FOOT SOUTH OF AN OLD EAST-WEST FENCE LINE.
 MN0472'
 MN0472'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0472'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0472'STAMPED JOHNSON 1963.  IT IS 30 FEET EAST OF THE CENTER OF
 MN0472'A GRADED ROAD, 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MN0472'POST AND 1-1/2 FEET NORTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2093 ***********************************************************************
 MK2093  HT_MOD      -  This is a Height Modernization Survey Station.
 MK2093  DESIGNATION -  JOHNSON ET
 MK2093  PID         -  MK2093
 MK2093  STATE/COUNTY-  NE/LANCASTER
 MK2093  COUNTRY     -  US
 MK2093  USGS QUAD   -  VALPARAISO SW (2017)
 MK2093
 MK2093                         *CURRENT SURVEY CONTROL
 MK2093  ______________________________________________________________________
 MK2093* NAD 83(2011) POSITION- 41 01 01.62223(N) 096 52 38.66042(W)   ADJUSTED
 MK2093* NAD 83(2011) ELLIP HT-   422.491 (meters)        (06/27/12)   ADJUSTED
 MK2093* NAD 83(2011) EPOCH   -  2010.00
 MK2093* NAVD 88 ORTHO HEIGHT -   449.26  (meters)     1473.9   (feet) GPS OBS
 MK2093  ______________________________________________________________________
 MK2093  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK2093  GEOID HEIGHT    -        -26.753 (meters)                     GEOID99
 MK2093  GEOID HEIGHT    -        -26.815 (meters)                     GEOID18
 MK2093  NAD 83(2011) X  -   -577,132.119 (meters)                     COMP
 MK2093  NAD 83(2011) Y  - -4,784,983.239 (meters)                     COMP
 MK2093  NAD 83(2011) Z  -  4,164,134.949 (meters)                     COMP
 MK2093  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 MK2093
 MK2093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2093  Standards:
 MK2093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2093  -------------------------------------------------------------------
 MK2093  NETWORK    0.37   0.59           0.16   0.14   0.30     -0.01658293
 MK2093  -------------------------------------------------------------------
 MK2093  Click here for local accuracies and other accuracy information.
 MK2093
 MK2093.The horizontal coordinates were established by GPS observations
 MK2093.and adjusted by the National Geodetic Survey in June 2012.
 MK2093
 MK2093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2093.been affixed to the stable North American tectonic plate. See 
 MK2093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2093
 MK2093.The horizontal coordinates are valid at the epoch date displayed above
 MK2093.which is a decimal equivalence of Year/Month/Day.
 MK2093
 MK2093.The orthometric height was determined by GPS observations and a
 MK2093.high-resolution geoid model using precise GPS observation and
 MK2093.processing techniques.
 MK2093
 MK2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2093.GEOID18 height accuracy estimate available here.
 MK2093
 MK2093.Click photographs - Photos may exist for this station.
 MK2093
 MK2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2093
 MK2093.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2093
 MK2093.The ellipsoidal height was determined by GPS observations
 MK2093.and is referenced to NAD 83.
 MK2093
 MK2093. The following values were computed from the NAD 83(2011) position.
 MK2093
 MK2093;                    North         East     Units Scale Factor Converg.
 MK2093;SPC NE       -   136,172.380   762,514.815   MT  0.99969474   +2 04 09.6
 MK2093;SPC NE       -   446,758.88  2,501,684.02   sFT  0.99969474   +2 04 09.6
 MK2093;UTM  14      - 4,542,827.377   678,472.981   MT  0.99999205   +1 23 36.2
 MK2093
 MK2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2093!SPC NE       -   0.99993373  x   0.99969474  =   0.99962849
 MK2093!UTM  14      -   0.99993373  x   0.99999205  =   0.99992578
 MK2093
 MK2093:                Primary Azimuth Mark                     Grid Az
 MK2093:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             145 03 31.0
 MK2093:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             145 44 04.4
 MK2093
 MK2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7847242827(NAD 83)
 MK2093
 MK2093|---------------------------------------------------------------------|
 MK2093| PID    Reference Object                     Distance      Geod. Az  |
 MK2093|                                                           dddmmss.s |
 MK2093| CL7191 JOHNSON RM 1                         16.660 METERS 00207     |
 MK2093| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.27.6 KM 1470740.6 |
 MK2093| CL7192 JOHNSON RM 2                         20.805 METERS 25233     |
 MK2093|---------------------------------------------------------------------|
 MK2093
 MK2093                          SUPERSEDED SURVEY CONTROL
 MK2093
 MK2093  NAD 83(2007)-  41 01 01.62225(N)    096 52 38.66085(W) AD(2002.00) 0
 MK2093  ELLIP H (02/10/07)  422.510  (m)                       GP(2002.00)    
 MK2093  NAD 83(1995)-  41 01 01.62210(N)    096 52 38.66036(W) AD(       ) B
 MK2093  ELLIP H (03/30/05)  422.479  (m)                       GP(       ) 3 1
 MK2093  NAD 83(1995)-  41 01 01.62467(N)    096 52 38.65792(W) AD(       ) 2
 MK2093  NAD 83(1986)-  41 01 01.63429(N)    096 52 38.65875(W) AD(       ) 2
 MK2093  NAD 27      -  41 01 01.60558(N)    096 52 37.55590(W) AD(       ) 2
 MK2093
 MK2093.Superseded values are not recommended for survey control.
 MK2093
 MK2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2093.See file dsdata.pdf to determine how the superseded data were derived.
 MK2093
 MK2093_MARKER: DD = SURVEY DISK
 MK2093_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2093+WITH SETTING: INFORMATION.
 MK2093_STAMPING: ET JOHNSON 1967
 MK2093_MARK LOGO: USGS
 MK2093_PROJECTION: FLUSH
 MK2093_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2093+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2016
 MK2093
 MK2093  HISTORY     - Date     Condition        Report By
 MK2093  HISTORY     - 1967     MONUMENTED       USGS
 MK2093  HISTORY     - 1981     GOOD             LOCENG
 MK2093  HISTORY     - 19970721 GOOD             NGS
 MK2093  HISTORY     - 2002     GOOD             NEDR
 MK2093  HISTORY     - 20070507 GOOD             NE-109
 MK2093  HISTORY     - 20100504 GOOD             INDIV
 MK2093  HISTORY     - 20161211 GOOD             WOOLPT
 MK2093
 MK2093                          STATION DESCRIPTION
 MK2093
 MK2093'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2093'THE STATION IS LOCATED ABOUT 3.5 MI W. OF AGNEW, T. 12 N., R. 5
 MK2093'E., NEAR THE COR. SECS. 8, 9, 16 AND 17, 57 FT N. OF CENTER OF RD.,
 MK2093'23 FT N., 2 FT W. OF FENCE CORNER, 23 FT N. OF STANDARD USGS
 MK2093'WITNESS POST.
 MK2093'
 MK2093'TO REACH THE STATION FROM THE RR. CROSSING AT AGNEW GO W. ALONG
 MK2093'CO. RD. FOR 3.4 MI TO STATION ON RIGHT (N.) SIDE OF RD.
 MK2093'
 MK2093'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2093'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2093'12 IN. LONG FILLED WITH CHAT TO WITHIN LIN. OF CAP.
 MK2093'
 MK2093'THE STATION IS STAMPED ET JOHNSON 1967.
 MK2093'
 MK2093'REFERENCE MARK NO. 1 IS N. OF STATION ON FENCE LINE, 111 FT N.
 MK2093'OF CENTER OF RD., 77 FT N. OF FENCE CORNER, STAMPED JOHNSON NO 1
 MK2093'1967
 MK2093'
 MK2093'REFERENCE MARK NO. 2 IS WSW. OF STATION, 67 FT W. OF FENCE
 MK2093'CORNER, 36 FT N.. OF CENTER OF RD., 17 FT W. OF CENTER OF FIELD
 MK2093'ENTRANCE N., 2 FT N. OF FENCE, STAMPED JOHNSON NO 2 1967.
 MK2093'
 MK2093'AZIMUTH MARK CAPITOL BUILDING IN LINCOLN.
 MK2093
 MK2093                          STATION RECOVERY (1981)
 MK2093
 MK2093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2093'ET JOHNSON 1967 RECOVERED GOOD.
 MK2093'
 MK2093'JOHNSON NO 1 1967
 MK2093'
 MK2093'JOHNSON NO 2 1967
 MK2093'
 MK2093'DESCRIPTION ADEQUATE.
 MK2093'
 MK2093'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI W. OF AGNEW.
 MK2093
 MK2093                          STATION RECOVERY (1997)
 MK2093
 MK2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2093'THE MARK WAS RECOVERED IN GOOD CONDITION AND WAS USED FOR GPS BY THE
 MK2093'NEBRASKA DEPARTMENT OF ROADS.  IT IS 3.4 MI (5.5 KM) WEST OF AGNEW AND
 MK2093'NEAR THE SECTION CORNER COMMON TO SECTIONS 8,9,16 AND 17 OF T12N, R5W.
 MK2093'THE PROPERTY OWNERS NAME WAS NOT ASCERTAINED THIS DATE.  TO REACH THE
 MK2093'MARK FROM THE RAILROAD CROSSING OF THE MAIN STREET IN AGNEW, GO WEST
 MK2093'ON A COUNTY ROAD FOR 3.4 MI (5.5 KM) TO THE MARK ON THE RIGHT, JUST
 MK2093'WEST OF A CROSSORAD.  IT IS 17.O M WEST FROM THE CENTERLINE OF A
 MK2093'COUNTY ROAD, 20.81 M (68.27 FT) EAST-NORTHEAST FROM A REFERENCE MARK
 MK2093'2, 12.75 M (41.83 FT) EAST-NORTHEAST FROM THE TOP OF THE EAST GATE
 MK2093'POST IN THE EAST-WEST R-O-W FENCE, 7.0 M (23.0 FT) NORTH OF A WITNESS
 MK2093'POST IN THE FENCE AND 0.6 M (2.0 FT) WEST OF A NORTH-SOUTH FENCE.
 MK2093
 MK2093                          STATION RECOVERY (2002)
 MK2093
 MK2093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK2093'RECOVERED IN GOOD CONDITION.
 MK2093
 MK2093                          STATION RECOVERY (2007)
 MK2093
 MK2093'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2007 (JFP)
 MK2093'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MK2093'LOCATION AS DESCRIBED IN 1997 RECOVERY REPORT.  PLACED MARKER SIGNS
 MK2093'BEARING THE NAME OF THE U. S. GEOLOGICAL SURVEY NEXT TO ALL THREE
 MK2093'MONUMENTS.
 MK2093
 MK2093                          STATION RECOVERY (2010)
 MK2093
 MK2093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK2093'RECOVERED IN GOOD CONDITION.
 MK2093
 MK2093                          STATION RECOVERY (2016)
 MK2093
 MK2093'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 MK2093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1393 ***********************************************************************
 LF1393  DESIGNATION -  JOHNSON MUNICIPAL TANK
 LF1393  PID         -  LF1393
 LF1393  STATE/COUNTY-  NE/NEMAHA
 LF1393  COUNTRY     -  US
 LF1393  USGS QUAD   -  BROCK (2017)
 LF1393
 LF1393                         *CURRENT SURVEY CONTROL
 LF1393  ______________________________________________________________________
 LF1393* NAD 83(1995) POSITION- 40 24 47.97264(N) 095 59 49.87529(W)   ADJUSTED
 LF1393  ______________________________________________________________________
 LF1393  GEOID HEIGHT    -        -29.003 (meters)                     GEOID18
 LF1393  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 LF1393  HORZ ORDER      -  THIRD
 LF1393
 LF1393.The horizontal coordinates were established by classical geodetic methods
 LF1393.and adjusted by the National Geodetic Survey in August 1997.
 LF1393
 LF1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1393.GEOID18 height accuracy estimate available here.
 LF1393
 LF1393.Click photographs - Photos may exist for this station.
 LF1393
 LF1393.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1393
 LF1393. The following values were computed from the NAD 83(1995) position.
 LF1393
 LF1393;                    North         East     Units Scale Factor Converg.
 LF1393;SPC NE       -    72,259.461   839,569.603   MT  0.99983866   +2 39 09.5
 LF1393;SPC NE       -   237,071.25  2,754,487.94   sFT  0.99983866   +2 39 09.5
 LF1393;UTM  15      - 4,477,948.288   245,691.469   MT  1.00039616   -1 56 38.8
 LF1393;UTM  14      - 4,477,964.506   754,785.863   MT  1.00039916   +1 56 51.9
 LF1393
 LF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4569177948(NAD 83)
 LF1393
 LF1393                          SUPERSEDED SURVEY CONTROL
 LF1393
 LF1393  NAD 83(1986)-  40 24 47.97930(N)    095 59 49.87019(W) AD(       ) 3
 LF1393  NAD 27      -  40 24 47.98100(N)    095 59 48.85700(W) AD(       ) 3
 LF1393
 LF1393.Superseded values are not recommended for survey control.
 LF1393
 LF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1393.See file dsdata.pdf to determine how the superseded data were derived.
 LF1393
 LF1393_MARKER: 53 = ELEVATED TANK
 LF1393
 LF1393  HISTORY     - Date     Condition        Report By
 LF1393  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1393  HISTORY     - 1947     GOOD             CGS
 LF1393
 LF1393                          STATION DESCRIPTION
 LF1393
 LF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF1393'THE TANK IS LOCATED AT THE NORTH EDGE OF THE TOWN OF
 LF1393'JOHNSON.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK
 LF1393'ON ITS TOP.  THE OVERALL HEIGHT ABOUT 100 FEET.  THE ENTIRE
 LF1393'STRUCTURE IS PAINTED SILVER, WITH THE LETTERS JOHNSON PAINTED IN
 LF1393'BLACK ON THE SOUTH SIDE OF THE TANK.  THE POINT OBSERVED UPON WAS
 LF1393'THE BALL AT THE APEX OF THE ROOF.
 LF1393'
 LF1393'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0385 ***********************************************************************
 NO0385  DESIGNATION -  JOHNSTOWN METH CHURCH CROSS
 NO0385  PID         -  NO0385
 NO0385  STATE/COUNTY-  NE/BROWN
 NO0385  COUNTRY     -  US
 NO0385  USGS QUAD   -  JOHNSTOWN (2017)
 NO0385
 NO0385                         *CURRENT SURVEY CONTROL
 NO0385  ______________________________________________________________________
 NO0385* NAD 83(1995) POSITION- 42 34 22.35527(N) 100 03 24.75260(W)   ADJUSTED
 NO0385  ______________________________________________________________________
 NO0385  GEOID HEIGHT    -        -22.299 (meters)                     GEOID18
 NO0385  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 NO0385  HORZ ORDER      -  THIRD
 NO0385
 NO0385.The horizontal coordinates were established by classical geodetic methods
 NO0385.and adjusted by the National Geodetic Survey in August 1997.
 NO0385
 NO0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0385.GEOID18 height accuracy estimate available here.
 NO0385
 NO0385.Click photographs - Photos may exist for this station.
 NO0385
 NO0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0385
 NO0385. The following values were computed from the NAD 83(1995) position.
 NO0385
 NO0385;                    North         East     Units Scale Factor Converg.
 NO0385;SPC NE       -   304,178.433   495,331.088   MT  0.99983228   -0 02 15.7
 NO0385;SPC NE       -   997,958.74  1,625,098.74   sFT  0.99983228   -0 02 15.7
 NO0385;UTM  14      - 4,713,926.478   413,261.098   MT  0.99969256   -0 42 54.2
 NO0385
 NO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1326113926(NAD 83)
 NO0385
 NO0385                          SUPERSEDED SURVEY CONTROL
 NO0385
 NO0385  NAD 83(1986)-  42 34 22.36279(N)    100 03 24.76436(W) AD(       ) 3
 NO0385  NAD 27      -  42 34 22.36200(N)    100 03 23.31100(W) AD(       ) 3
 NO0385
 NO0385.Superseded values are not recommended for survey control.
 NO0385
 NO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0385.See file dsdata.pdf to determine how the superseded data were derived.
 NO0385
 NO0385_MARKER: 91 = CHURCH CROSS
 NO0385
 NO0385  HISTORY     - Date     Condition        Report By
 NO0385  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0385
 NO0385                          STATION DESCRIPTION
 NO0385
 NO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0385'THE CHURCH IS LOCATED AT THE NORTH EDGE OF JOHNSTOWN, 0.15
 NO0385'OF A MILE NORTH OF U.S. HIGHWAY NO. 20 AND 100.0 FEET WEST
 NO0385'OF THE CENTER OF A NORTH-SOUTH STREET.
 NO0385'
 NO0385'IT IS A WHITE CHURCH WITH A BELL-TOWER IN THE SOUTHWEST CORNER
 NO0385'OF THE BUILDING AND HAS A CROSS AT THE APEX OF THE ROOF.  THE
 NO0385'POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE ROOF.
 NO0385'THE OVERALL HEIGHT IS ABOUT 65 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1425 ***********************************************************************
 LF1425  DESIGNATION -  JONES
 LF1425  PID         -  LF1425
 LF1425  STATE/COUNTY-  NE/CASS
 LF1425  COUNTRY     -  US
 LF1425  USGS QUAD   -  MCPAUL (2018)
 LF1425
 LF1425                         *CURRENT SURVEY CONTROL
 LF1425  ______________________________________________________________________
 LF1425* NAD 83(1995) POSITION- 40 49 09.32596(N) 095 52 04.66152(W)   ADJUSTED
 LF1425* NAVD 88 ORTHO HEIGHT -   350.85  (+/-2cm)     1151.1   (feet) VERTCON
 LF1425  ______________________________________________________________________
 LF1425  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 LF1425  LAPLACE CORR    -        -11.85  (seconds)                    DEFLEC18
 LF1425  HORZ ORDER      -  SECOND
 LF1425  VERT ORDER      -  THIRD ? (See Below)
 LF1425
 LF1425.The horizontal coordinates were established by classical geodetic methods
 LF1425.and adjusted by the National Geodetic Survey in August 1997.
 LF1425
 LF1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1425
 LF1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1425.GEOID18 height accuracy estimate available here.
 LF1425
 LF1425.The vertical order pertains to the NGVD 29 superseded value.
 LF1425
 LF1425.Click photographs - Photos may exist for this station.
 LF1425
 LF1425.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1425
 LF1425. The following values were computed from the NAD 83(1995) position.
 LF1425
 LF1425;                    North         East     Units Scale Factor Converg.
 LF1425;SPC NE       -   117,791.089   848,370.941   MT  0.99972986   +2 44 17.8
 LF1425;SPC NE       -   386,452.93  2,783,363.66   sFT  0.99972986   +2 44 17.8
 LF1425;UTM  15      - 4,522,652.027   258,127.481   MT  1.00032012   -1 52 32.2
 LF1425
 LF1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1425!SPC NE       -   0.99994942  x   0.99972986  =   0.99967930
 LF1425!UTM  15      -   0.99994942  x   1.00032012  =   1.00026953
 LF1425
 LF1425:                Primary Azimuth Mark                     Grid Az
 LF1425:SPC NE       -  JONES AZ MK                              197 48 49.5
 LF1425:UTM  15      -  JONES AZ MK                              202 25 39.5
 LF1425
 LF1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5812722652(NAD 83)
 LF1425
 LF1425|---------------------------------------------------------------------|
 LF1425| PID    Reference Object                     Distance      Geod. Az  |
 LF1425|                                                           dddmmss.s |
 LF1425| CL7200 JONES RM 1                            5.519 METERS 00354     |
 LF1425| CL7201 JONES RM 2                            5.048 METERS 18305     |
 LF1425| CL7199 JONES AZ MK                                        2003307.3 |
 LF1425|---------------------------------------------------------------------|
 LF1425
 LF1425                          SUPERSEDED SURVEY CONTROL
 LF1425
 LF1425  NAD 83(1986)-  40 49 09.33410(N)    095 52 04.65715(W) AD(       ) 2
 LF1425  NAD 27      -  40 49 09.33700(N)    095 52 03.63300(W) AD(       ) 2
 LF1425  MORC        -  40 49 07.05000(N)    095 52 05.56000(W) AD(       ) 3
 LF1425  NGVD 29             350.75   (m)         1150.8    (f) LEVELING    3  
 LF1425
 LF1425.Superseded values are not recommended for survey control.
 LF1425
 LF1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1425.See file dsdata.pdf to determine how the superseded data were derived.
 LF1425
 LF1425_MARKER: P = PIPE CAP
 LF1425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1425_MARK LOGO: MORC
 LF1425_PROJECTION: FLUSH
 LF1425_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1425
 LF1425  HISTORY     - Date     Condition        Report By
 LF1425  HISTORY     - UNK      MONUMENTED       MORC
 LF1425  HISTORY     - 1947     GOOD             CGS
 LF1425  HISTORY     - 1977     MARK NOT FOUND   NGS
 LF1425  HISTORY     - 1980     MARK NOT FOUND   NGS
 LF1425
 LF1425                          STATION DESCRIPTION
 LF1425
 LF1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1425'STATION IS ABOUT 3 MILES EAST OF UNION AND 1 MILE WEST OF THE
 LF1425'MISSOURI RIVER IN A CULTIVATED FIELD ON THE HIGHEST POINT IN
 LF1425'THE VICINITY.  STATION MARK IS A 4 INCH PIPE WITH A CAP HAVING
 LF1425'MISSOURI RIVER COMMISION CAST ON ITS FACE AND IS FLUSH WITH
 LF1425'THE GROUND.
 LF1425'
 LF1425'REFERENCE MARK NO. 1 IS 18.11 FEET NORTH OF STATION.  THE MARK
 LF1425'IS SET IN A 6 INCH PIPE FILLED WITH CONCRETE, PROJECTS ABOUT
 LF1425'4 INCHES AND THE DISK IS STAMPED JONES M.R.C. NO 1 1947.
 LF1425'
 LF1425'REFERENCE MARK NO. 2 IS 16.56 FEET SOUTH OF STATION.  THE MARK
 LF1425'IS SET IN A 6 INCH PIPE FILLED WITH CONCRETE, PROJECTS ABOUT
 LF1425'6 INCHES AND THE DISK IS STAMPED JONES M.R.C. NO 2 1947.
 LF1425'
 LF1425'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHWEST OF STATION, 22
 LF1425'FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 3 FEET NORTH OF
 LF1425'WITNESS POST AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECST
 LF1425'ABOUT 4 INCHES AND THE DISK IS STAMPED JONES M.R.C. 1947.
 LF1425'
 LF1425'TO REACH STATION FROM THE POST OFFICE IN UNION GO EAST ON U.S.
 LF1425'HIGHWAY NO. 34 FOR 0.57 MILE TO JUNCTION WITH U.S. HIGHWAY NOS.
 LF1425'73 AND 75.  CONTINUE EAST ON GRAVEL ROAD FOR 2.0 MILES TO CROSS
 LF1425'ROAD.  TURN LEFT AND GO NORTH FOR 0.25 MILE TO WIRE GATE ON
 LF1425'RIGHT OR EAST SIDE OF ROAD.  GO EAST PASSING THROUGH GATE FOR
 LF1425'0.25 MILE TO END OF TRUCK TRAVEL.  PACK NORTH THROUGH CULTIVATED
 LF1425'FIELD FOR APPROXIMATELY 300 YARDS TO STATION ON HIGHEST POINT
 LF1425'IN FIELD.
 LF1425'
 LF1425'TO REACH AZIMUTH FROM STATION PACK SOUTH APPROXIMATELY 300 YARDS
 LF1425'TO TRACK ROAD.  GO WEST FOR 0.25 MILE TO GATE AND ROAD.  TURN LEFT
 LF1425'AND GO SOUTH FOR 0.25 MILE TO CROSS ROAD AND CONTINUE SOUTH
 LF1425'FOR 0.4 MILE TO AZIMUTH ON RIGHT OR WEST SIDE OF ROAD AS
 LF1425'DESCRIBED.
 LF1425'
 LF1425'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LF1425
 LF1425                          STATION RECOVERY (1977)
 LF1425
 LF1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1425'THIS STATION CAN BE LISTED AS DESTROYED, ALL MARKS WERE SEARCHED FOR
 LF1425'AND NOT FOUND.  THE FARMER THAT FARMS THE LAND WAS VISITED AND HE
 LF1425'STATED THAT THE AREA HAD BEEN TERRACED AND WHEN HE STARTED FARMING
 LF1425'THE LAND ABOUT 5 YEARS AGO HE HIT A ROCK WITH HIS PLOW AND REMOVED
 LF1425'THE ROCK FROM THE FIELD AND HE DID NOT SEE OR HIT PIPE MARKERS.
 LF1425'THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD IMPROVEMENT.
 LF1425'
 LF1425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0 MILES
 LF1425'EAST OF UNION.
 LF1425
 LF1425                          STATION RECOVERY (1980)
 LF1425
 LF1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1425'A LENGTHY SEARCH PRODUCED NO EVIDENCE OF THE STATION MARKS, REFERENCE
 LF1425'MARKS OR THE AZIMUTH MARK.  AN INTERVIEW WITH THE INDIVIDUAL WHO
 LF1425'FARMS THE STATION SITE PRODUCED NO INFORMATION, HOWEVER, STATE
 LF1425'DEPARTMENT OF ROADS PERSONNEL STATED THE FARMER TOLD THEM HE HAD
 LF1425'REMOVED THE MARKS THAT WERE IN THE FIELD.  MEASUREMENTS PLACE THE
 LF1425'SITE OF THE AZIMUTH MARK IN A ROAD DRAINAGE DITCH.  ALL MARKS HAVE
 LF1425'PROBABLY BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1132 ***********************************************************************
 LG1132  DESIGNATION -  JORDAN
 LG1132  PID         -  LG1132
 LG1132  STATE/COUNTY-  NE/LANCASTER
 LG1132  COUNTRY     -  US
 LG1132  USGS QUAD   -  DAVEY (2017)
 LG1132
 LG1132                         *CURRENT SURVEY CONTROL
 LG1132  ______________________________________________________________________
 LG1132* NAD 83(1995) POSITION- 40 56 36.97624(N) 096 38 48.35540(W)   ADJUSTED
 LG1132* NAVD 88 ORTHO HEIGHT -   402.    (meters)     1319.    (feet) SCALED
 LG1132  ______________________________________________________________________
 LG1132  GEOID HEIGHT    -        -26.170 (meters)                     GEOID18
 LG1132  LAPLACE CORR    -          4.21  (seconds)                    DEFLEC18
 LG1132  HORZ ORDER      -  SECOND
 LG1132
 LG1132.The horizontal coordinates were established by classical geodetic methods
 LG1132.and adjusted by the National Geodetic Survey in August 1997.
 LG1132
 LG1132.The orthometric height was scaled from a topographic map.
 LG1132
 LG1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1132.GEOID18 height accuracy estimate available here.
 LG1132
 LG1132.Click photographs - Photos may exist for this station.
 LG1132
 LG1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1132
 LG1132. The following values were computed from the NAD 83(1995) position.
 LG1132
 LG1132;                    North         East     Units Scale Factor Converg.
 LG1132;SPC NE       -   128,743.256   782,211.685   MT  0.99970641   +2 13 19.8
 LG1132;SPC NE       -   422,385.17  2,566,306.17   sFT  0.99970641   +2 13 19.8
 LG1132;UTM  14      - 4,535,163.218   698,087.196   MT  1.00008297   +1 32 33.4
 LG1132
 LG1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1132!SPC NE       -   0.99994103  x   0.99970641  =   0.99964746
 LG1132!UTM  14      -   0.99994103  x   1.00008297  =   1.00002400
 LG1132
 LG1132:                Primary Azimuth Mark                     Grid Az
 LG1132:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             194 18 32.0
 LG1132:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             194 59 18.4
 LG1132
 LG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9808735163(NAD 83)
 LG1132
 LG1132|---------------------------------------------------------------------|
 LG1132| PID    Reference Object                     Distance      Geod. Az  |
 LG1132|                                                           dddmmss.s |
 LG1132| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.15.7 KM 1963151.8 |
 LG1132| CL7202 JORDAN RM 1                           7.100 METERS 27305     |
 LG1132| CL7203 JORDAN RM 2                          21.058 METERS 34318     |
 LG1132|---------------------------------------------------------------------|
 LG1132
 LG1132                          SUPERSEDED SURVEY CONTROL
 LG1132
 LG1132  NAD 83(1986)-  40 56 36.98701(N)    096 38 48.35731(W) AD(       ) 2
 LG1132  NAD 27      -  40 56 36.97123(N)    096 38 47.28575(W) AD(       ) 2
 LG1132
 LG1132.Superseded values are not recommended for survey control.
 LG1132
 LG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1132.See file dsdata.pdf to determine how the superseded data were derived.
 LG1132
 LG1132_MARKER: DD = SURVEY DISK
 LG1132_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG1132+WITH SETTING: INFORMATION.
 LG1132_STAMPING: JORDAN ET 1967
 LG1132_MARK LOGO: USGS
 LG1132_PROJECTION: FLUSH
 LG1132_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1132
 LG1132  HISTORY     - Date     Condition        Report By
 LG1132  HISTORY     - 1967     MONUMENTED       USGS
 LG1132  HISTORY     - 20010206 POOR             INDIV
 LG1132  HISTORY     - 20070425 POOR             NE-109
 LG1132
 LG1132                          STATION DESCRIPTION
 LG1132
 LG1132'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG1132'THE STATION IS ABOUT 19.0 MI S. OF WAHOO, T. 11 N., R. 7 E., NEAR
 LG1132'THE COR. OF SECS. 4, 5, 8 AND 9, 31 FT S. AND 39 FT E. OF CENTER
 LG1132'FIELD RD. S.
 LG1132'
 LG1132'TO REACH THE STATION FORM THE POST OFFICE IN WAHOO, GO W 0.2
 LG1132'MI ALONG 6TH ST. TO HWYS. 77 AND 92 AND 30A, TURN LEFT (S.) AND
 LG1132'GO ALONG HWY. FOR 0.5 MI TO HWY. JCT. CONTINUE STRAIGHT AHEAD
 LG1132'ALONG HWY. 77 FOR 18.6 MI TO CROSSROADS, TURN RIGHT (W.) AND GO
 LG1132'0.2 MI TO STATION ON LEFT (S.) SIDE RD.
 LG1132'
 LG1132'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 LG1132'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12
 LG1132'IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG1132'
 LG1132'THE STATION MARK IS STAMPED ET JORDAN 1967.
 LG1132'
 LG1132'REFERENCE MARK 1 IS W. OF THE STATION, 30 FT S., 16 FT E. OF
 LG1132'CENTER FIELD RD. S., STAMPED JORDAN NO 1 1967.
 LG1132'
 LG1132'REFERENCE MARK 2 IS N. OF THE STATION, 35 FT N., 18 FT E. OF
 LG1132'CENTER FIELD RD. S., 2 FT S. OF TELEPHONE POLE, STAMPED JORDAN
 LG1132'NO 2 1967.
 LG1132'
 LG1132'AZIMUTH MARK - NONE SET.
 LG1132'
 LG1132'REFERENCE AZIMUTH TO STATE CAPITOL DOME IN LINCOLN.
 LG1132'
 LG1132'DISTANCE RM 1 TO RM 2 = 64.97 FT. OR 19.801 M.
 LG1132
 LG1132                          STATION RECOVERY (2001)
 LG1132
 LG1132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 LG1132'MARK IN BAD SHAPE.  COPPER ROD REMAINS BUT THE CAP IS MISSING. FOUND
 LG1132'POINT 0.5 FT WEST OF WITNESS POST  33 FT SO OF CENTERLINE OF ROAD. 43
 LG1132'FT EAST OF SOUTH DRIVEWAY NORTH 2 FT OF EDGE OF CEDAR TREE MASS AND
 LG1132'0.2 MILES EAST OF INTERSECTION HWY 77 AND MILL ROAD.
 LG1132
 LG1132                          STATION RECOVERY (2007)
 LG1132
 LG1132'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2007 (JFP)
 LG1132'STATION EXISTS IN POOR CONDITION AS DESCRIBED IN 2001 RECOVERY.  THE
 LG1132'COPPER ROD SEEMS TO BE VERTICAL AND IN ITS APPROXIMATE HORIZONTAL
 LG1132'LOCATION.  THE CLAY TILE SURROUNDING THE MARK HAS BEEN SHATTERED.
 LG1132'
 LG1132'REMAINS OF SHATTERED TILE WERE FOUND AT BOTH REFERENCE MARK LOCATIONS,
 LG1132'BUT THE CAPS AND RODS ARE GONE.  WITHOUT REFERENCE MARKS THE LOCATION
 LG1132'OF THE REMAINING ROD AT THE STATION LOCATION CANNOT BE ACCURATELY
 LG1132'VERIFIED.
 LG1132'
 LG1132'TALL CEDAR TREES AND OVERHANGING BRANCHES ARE ALONG THE SOUTH SIDE OF
 LG1132'THE STATION MAKING GPS OBSERVATIONS DIFFICULT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0750 ***********************************************************************
 NN0750  DESIGNATION -  JOSIE
 NN0750  PID         -  NN0750
 NN0750  STATE/COUNTY-  NE/ROCK
 NN0750  COUNTRY     -  US
 NN0750  USGS QUAD   -  BRUNER LAKE (2017)
 NN0750
 NN0750                         *CURRENT SURVEY CONTROL
 NN0750  ______________________________________________________________________
 NN0750* NAD 83(1995) POSITION- 42 11 15.19567(N) 099 14 44.95634(W)   ADJUSTED
 NN0750* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 NN0750  ______________________________________________________________________
 NN0750  GEOID HEIGHT    -        -23.115 (meters)                     GEOID18
 NN0750  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 NN0750  HORZ ORDER      -  FIRST
 NN0750
 NN0750.The horizontal coordinates were established by classical geodetic methods
 NN0750.and adjusted by the National Geodetic Survey in August 1997.
 NN0750
 NN0750.The orthometric height was scaled from a topographic map.
 NN0750
 NN0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0750.GEOID18 height accuracy estimate available here.
 NN0750
 NN0750.Click photographs - Photos may exist for this station.
 NN0750
 NN0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0750
 NN0750. The following values were computed from the NAD 83(1995) position.
 NN0750
 NN0750;                    North         East     Units Scale Factor Converg.
 NN0750;SPC NE       -   261,656.251   562,282.814   MT  0.99972934   +0 29 59.3
 NN0750;SPC NE       -   858,450.55  1,844,756.20   sFT  0.99972934   +0 29 59.3
 NN0750;UTM  14      - 4,670,629.754   479,701.558   MT  0.99960507   -0 09 54.3
 NN0750
 NN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0750!SPC NE       -   0.99988409  x   0.99972934  =   0.99961346
 NN0750!UTM  14      -   0.99988409  x   0.99960507  =   0.99948920
 NN0750
 NN0750:                Primary Azimuth Mark                     Grid Az
 NN0750:SPC NE       -  JOSIE AZ MK                              114 16 51.9
 NN0750:UTM  14      -  JOSIE AZ MK                              114 56 45.5
 NN0750
 NN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7970170629(NAD 83)
 NN0750
 NN0750|---------------------------------------------------------------------|
 NN0750| PID    Reference Object                     Distance      Geod. Az  |
 NN0750|                                                           dddmmss.s |
 NN0750| CO3804 JOSIE RM 1                                         04133     |
 NN0750| CO3805 JOSIE RM 2                                         07901     |
 NN0750| CO3803 JOSIE AZ MK                                        1144651.2 |
 NN0750|---------------------------------------------------------------------|
 NN0750
 NN0750                          SUPERSEDED SURVEY CONTROL
 NN0750
 NN0750  NAD 83(1986)-  42 11 15.20021(N)    099 14 44.96673(W) AD(       ) 1
 NN0750  NAD 27      -  42 11 15.19200(N)    099 14 43.57300(W) AD(       ) 1
 NN0750
 NN0750.Superseded values are not recommended for survey control.
 NN0750
 NN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0750.See file dsdata.pdf to determine how the superseded data were derived.
 NN0750
 NN0750_MARKER: DS = TRIANGULATION STATION DISK
 NN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0750_STAMPING: JOSIE 1949
 NN0750_MARK LOGO: CGS
 NN0750_PROJECTION: FLUSH
 NN0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0750+STABILITY: SURFACE MOTION
 NN0750
 NN0750  HISTORY     - Date     Condition        Report By
 NN0750  HISTORY     - 1949     MONUMENTED       CGS
 NN0750
 NN0750                          STATION DESCRIPTION
 NN0750
 NN0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0750'THE STATION IS LOCATED ABOUT 13.0 MILES EAST OF THE ROSE POST
 NN0750'OFFICE AND 19.0 MILES WEST OF AMELIA ON LAND OWNED BY THE STATE
 NN0750'OF NEBRASKA AND LEASED BY MR. E.H. WININGS.  IT IS ON THE HIGHEST
 NN0750'SAND HILL IN THE VICINITY WITH LARGE SAND BLOWOUT ON THE WEST
 NN0750'SIDE OF THE HILL AND 4 FEET NORTHWEST OF WITNESS POST.  IT IS
 NN0750'STAMPED JOSIE 1949 AND SET FLUSH WITH THE SURFACE OF THE
 NN0750'GROUND.
 NN0750'
 NN0750'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE
 NN0750'NORTHEAST SLOPE OF THE HILL AND ABOUT 15 FEET LOWER THAN THE
 NN0750'STATION.  IT IS STAMPED JOSIE NO 1 1949 AND PROJECTS 4 INCHES.
 NN0750'
 NN0750'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, ON THE
 NN0750'EAST SLOPE OF THE HILL AND ABOUT 25 FEET LOWER THAN THE STATION.
 NN0750'IT IS STAMPED JOSIE NO 2 1949 AND PROJECTS 4 INCHES.
 NN0750'
 NN0750'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 18 FEET
 NN0750'NORTH OF THE CENTER OF A TRACK ROAD, 9 FEET NORTH OF THE NORTH
 NN0750'END OF GATE AND 2 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 NN0750'JOSIE 1949 AND PROJECTS 3 INCHES.
 NN0750'
 NN0750'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN
 NN0750'BURWELL, GO EAST FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY
 NN0750'11, TURN LEFT AND GO NORTH FOR 21.8 MILES TO T-ROAD LEFT AT
 NN0750'STORE IN NORTHWEST ANGLE, CONTINUE NORTH ON STATE HIGHWAY
 NN0750'11 FOR 6.45 MILES TO T-ROAD LEFT, TURN LEFT AND GO WEST ON SAND
 NN0750'ROAD FOR 4.15 MILES TO T-INTERSECTION WITH SCHOOL IN NORTHEAST
 NN0750'ANGLE, TURN RIGHT AND GO NORTH AND WEST FOR 0.3 MILE TO FORK,
 NN0750'TAKE LEFT FORK AND CONTINUE WEST FOR 0.4 MILE TO CATTLE GUARD,
 NN0750'CONTINUE WEST AND SOUTHWEST FOR 0.6 MILE TO CATTLE GUARD JUST
 NN0750'SOUTHWEST OF RANCH HOUSE, CONTINUE WESTERLY ON MAIN ROAD FOR
 NN0750'0.6 MILE TO CATTLE GUARD, CONTINUE NORTHWEST AND WEST ON
 NN0750'MAIN ROAD FOR 0.7 MILE TO CATTLE GUARD ON THE RIGHT, TURN
 NN0750'SHARP RIGHT AND CROSS CATTLE GUARD WITH HIGH POST ON BOTH
 NN0750'SIDES AND GO NORTH ON TRACK ROAD FOR 0.3 MILE TO CATTLE
 NN0750'GUARD, CONTINUE WESTERLY ON TRACK ROAD FOR 0.2 MILE TO
 NN0750'RANCH HOUSE ON THE RIGHT, CONTINUE WEST ON TRACK ROAD FOR
 NN0750'0.25 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE LEFT FORK
 NN0750'WESTERLY FOR 0.3 MILE TO CATTLE GUARD AND GATE, CONTINUE
 NN0750'WESTERLY ON MAIN TRACK ROAD FOR 0.55 MILE TO CATTLE GUARD
 NN0750'SOUTHWEST OF RANCH HOUSE, CROSS GUARD AND GO WESTERLY
 NN0750'ON TRACK ROAD FOR 0.85 MILE TO CATTLE GUARD, CONTINUE
 NN0750'WEST FOR 0.15 MILE TO RANCH HOUSE ON THE RIGHT, CONTINUE
 NN0750'WEST ON TRACK ROAD FOR 0.4 MILE TO CATTLE GUARD, CONTINUE
 NN0750'WEST ON TRACK ROAD ALONG NORTH SIDE OF FENCE FOR 1.05 MILES
 NN0750'TO GATE, GO THROUGH GATE AND GO NORTH ON A FENCED ROAD FOR 0.2 MILE
 NN0750'TO A CATTLE GUARD, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.5 MILE TO
 NN0750'A CATTLE GUARD, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.75
 NN0750'MILE TO WINDMILL ON THE LEFT, CONTINUE NORTH ON TRACK ROAD
 NN0750'FOR 1.0 MILE TO FORKS, TAKE LEFT FORK ON DIM TRACK ROAD AND
 NN0750'GO NORTHERLY FOR 0.15 TO INTERSECTION WITH TRACK ROAD JUST
 NN0750'AFTER PASSING THROUGH FENCE, TURN LEFT AND FOLLOW TRACK ROAD
 NN0750'WEST AND NORTH FOR 0.3 MILE TO A WIRE GATE JUST SOUTHEAST
 NN0750'OF DESERETED RANCH HOUSE, GO THROUGH GATE AND TURN SHARP
 NN0750'LEFT FOR 0.15 MILE TO GATE AND AZIMUTH MARK JUST NORTH AS
 NN0750'DESCRIBED, CONTINUE WEST ON DIM TRACK ROAD FOR 0.4 MILE, TURN
 NN0750'RIGHT AND GO NORTH AND WEST ALONG RIDGE TO HIGHEST POINT OF
 NN0750'HILL AND STATION AS DESCRIBED.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION KOLA IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1513 ***********************************************************************
 LH1513  DESIGNATION -  JOSSELYN 2
 LH1513  PID         -  LH1513
 LH1513  STATE/COUNTY-  NE/DAWSON
 LH1513  COUNTRY     -  US
 LH1513  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1513
 LH1513                         *CURRENT SURVEY CONTROL
 LH1513  ______________________________________________________________________
 LH1513* NAD 83(1986) POSITION- 40 45 25.92   (N) 099 39 17.72   (W)   HD_HELD1
 LH1513* NAVD 88 ORTHO HEIGHT -   718.57  (meters)     2357.5   (feet) RESET
 LH1513  ______________________________________________________________________
 LH1513  GEOID HEIGHT    -        -23.961 (meters)                     GEOID18
 LH1513  VERT ORDER      -  THIRD
 LH1513
 LH1513.The horizontal coordinates were determined by differentially corrected
 LH1513.hand held GPS observations or other comparable positioning techniques
 LH1513.and have an estimated accuracy of +/- 3 meters.
 LH1513
 LH1513.The orthometric height was computed from unverified reset data.
 LH1513
 LH1513.No vertical observational check was made to the station.
 LH1513
 LH1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1513.GEOID18 height accuracy estimate available here.
 LH1513
 LH1513.Click photographs - Photos may exist for this station.
 LH1513
 LH1513;                    North         East    Units  Estimated Accuracy
 LH1513;SPC NE       -   102,633.3     529,131.9     MT  (+/- 3 meters HH1 GPS) 
 LH1513
 LH1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4471812010(NAD 83)
 LH1513
 LH1513                          SUPERSEDED SURVEY CONTROL
 LH1513
 LH1513  NGVD 29 (01/31/13)  718.30   (m)         2356.6    (f) RESET       3  
 LH1513
 LH1513.Superseded values are not recommended for survey control.
 LH1513
 LH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1513.See file dsdata.pdf to determine how the superseded data were derived.
 LH1513
 LH1513_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1513_STAMPING: JOSSELYN 2 1992
 LH1513_MARK LOGO: NGS
 LH1513_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1513+STABILITY: SURFACE MOTION
 LH1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1513
 LH1513  HISTORY     - Date     Condition        Report By
 LH1513  HISTORY     - 1992     MONUMENTED       NGS
 LH1513
 LH1513                          STATION DESCRIPTION
 LH1513
 LH1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LH1513'ABOUT 10.06 KM (6.25 MI) WEST-NORTHWEST FROM OVERTON, 7.4 KM (4.6 MI)
 LH1513'EAST-SOUTHEAST FROM LEXINGTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1513'HIGHWAY 30, IN THE EXTREME NORTHEAST CORNER OF SEC 13, T9N, R20W AND
 LH1513'NEAR THE COMMON CORNER TO SEC7, 12, 13 AND 18.  FROM THE JUNCTION OF
 LH1513'U.S. HIGHWAYS 30 AND 283, IN LEXINGTON, GO EAST-SOUTHEAST ON HIGHWAY
 LH1513'30 FOR 7.4 KM (4.6 MI) TO THE STATION ON THE LEFT, AT THE ENTRANCE
 LH1513'DRIVE TO A SMALL TRUCKING FIRM.  THE SURFACE DISK IS SET INTO THE TOP
 LH1513'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 LH1513'SURFACE.  THE UNDERGROUND DISK IS SET INTO AN IRREGULAR MASS OF
 LH1513'CONCRETE 3 FT (0.9 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 77.5
 LH1513'FT (23.6 M) WEST FROM THE CENTERLINE OF THE ENTRANCE ROAD, 66.0 FT
 LH1513'(20.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 21.23 FT (6.47 M)
 LH1513'WEST FROM REFERENCE MARK 5, 20.44 FT (6.23 M) EAST FROM REFERENCE
 LH1513'MARK 4, 3.1 FT (0.9 M) EAST FROM A WITNESS POST, 2.4 FT (0.7 M) WEST
 LH1513'FROM ANOTHER WITNESS POST AND 2.0 FT (0.6 M) SOUTH FROM THE NORTH
 LH1513'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1514 ***********************************************************************
 LH1514  DESIGNATION -  JOSSELYN 2 RM 4
 LH1514  PID         -  LH1514
 LH1514  STATE/COUNTY-  NE/DAWSON
 LH1514  COUNTRY     -  US
 LH1514  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1514
 LH1514                         *CURRENT SURVEY CONTROL
 LH1514  ______________________________________________________________________
 LH1514* NAD 83(1986) POSITION- 40 45 27.     (N) 099 39 19.     (W)   SCALED
 LH1514* NAVD 88 ORTHO HEIGHT -   718.54  (meters)     2357.4   (feet) RESET
 LH1514  ______________________________________________________________________
 LH1514  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 LH1514  VERT ORDER      -  THIRD
 LH1514
 LH1514.The horizontal coordinates were scaled from a map and have
 LH1514.an estimated accuracy of +/- 6 seconds.
 LH1514
 LH1514.The orthometric height was computed from unverified reset data.
 LH1514
 LH1514.No vertical observational check was made to the station.
 LH1514
 LH1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1514.GEOID18 height accuracy estimate available here.
 LH1514
 LH1514.Click photographs - Photos may exist for this station.
 LH1514
 LH1514;                    North         East    Units  Estimated Accuracy
 LH1514;SPC NE       -   102,670.      529,100.      MT  (+/- 180 meters Scaled)
 LH1514
 LH1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML446120(NAD 83)
 LH1514
 LH1514                          SUPERSEDED SURVEY CONTROL
 LH1514
 LH1514  NGVD 29 (01/31/13)  718.27   (m)         2356.5    (f) RESET       3  
 LH1514
 LH1514.Superseded values are not recommended for survey control.
 LH1514
 LH1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1514.See file dsdata.pdf to determine how the superseded data were derived.
 LH1514
 LH1514_MARKER: DR = REFERENCE MARK DISK
 LH1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1514_STAMPING: JOSSELYN 2 NO 4 1992
 LH1514_MARK LOGO: NGS
 LH1514_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1514+STABILITY: SURFACE MOTION
 LH1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1514+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1514
 LH1514  HISTORY     - Date     Condition        Report By
 LH1514  HISTORY     - 1992     MONUMENTED       NGS
 LH1514
 LH1514                          STATION DESCRIPTION
 LH1514
 LH1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LH1514'ABOUT 10.06 KM (6.25 MI) WEST-NORTHWEST FROM OVERTON, 7.4 KM (4.6 MI)
 LH1514'EAST-SOUTHEAST FROM LEXINGTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1514'HIGHWAY 30, IN THE EXTREME NORTHEAST CORNER OF SEC13, T9N, R20W AND
 LH1514'NEAR THE COMMON CORNER TO SEC7, 12, 13 AND 18.  FROM THE JUNCTION OF
 LH1514'U.S. HIGHWAYS 30 AND 283, IN LEXINGTON, GO EAST-SOUTHEAST ON HIGHWAY
 LH1514'30 FOR 7.4 KM (4.6 MI) TO THE STATION ON THE LEFT, AT THE ENTRANCE
 LH1514'DRIVE TO A SMALL TRUCKING FIRM.  THE DISK IS SET INTO THE TOP OF A
 LH1514'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LH1514'SURFACE.  IT IS 98.0 FT (29.9 M) WEST FROM THE CENTERLINE OF THE
 LH1514'ENTRANCE ROAD, 67.0 FT (20.4 M) NORTH FROM THE CENTERLINE OF THE
 LH1514'HIGHWAY, 20.44 FT (6.23 M) WEST FROM THE STATION MARKER, 1.5 FT (0.5
 LH1514'M) EAST FROM A WITNESS POST AND 1.2 FT (0.4 M) SOUTH FROM THE NORTH
 LH1514'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1515 ***********************************************************************
 LH1515  DESIGNATION -  JOSSELYN 2 RM 5
 LH1515  PID         -  LH1515
 LH1515  STATE/COUNTY-  NE/DAWSON
 LH1515  COUNTRY     -  US
 LH1515  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1515
 LH1515                         *CURRENT SURVEY CONTROL
 LH1515  ______________________________________________________________________
 LH1515* NAD 83(1986) POSITION- 40 45 27.     (N) 099 39 19.     (W)   SCALED
 LH1515* NAVD 88 ORTHO HEIGHT -   718.64  (meters)     2357.7   (feet) RESET
 LH1515  ______________________________________________________________________
 LH1515  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 LH1515  VERT ORDER      -  THIRD
 LH1515
 LH1515.The horizontal coordinates were scaled from a map and have
 LH1515.an estimated accuracy of +/- 6 seconds.
 LH1515
 LH1515.The orthometric height was computed from unverified reset data.
 LH1515
 LH1515.No vertical observational check was made to the station.
 LH1515
 LH1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1515.GEOID18 height accuracy estimate available here.
 LH1515
 LH1515.Click photographs - Photos may exist for this station.
 LH1515
 LH1515;                    North         East    Units  Estimated Accuracy
 LH1515;SPC NE       -   102,670.      529,100.      MT  (+/- 180 meters Scaled)
 LH1515
 LH1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML446120(NAD 83)
 LH1515
 LH1515                          SUPERSEDED SURVEY CONTROL
 LH1515
 LH1515  NGVD 29 (01/31/13)  718.38   (m)         2356.9    (f) RESET       3  
 LH1515
 LH1515.Superseded values are not recommended for survey control.
 LH1515
 LH1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1515.See file dsdata.pdf to determine how the superseded data were derived.
 LH1515
 LH1515_MARKER: DR = REFERENCE MARK DISK
 LH1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1515_STAMPING: JOSSELYN 2 NO 5 1992
 LH1515_MARK LOGO: NGS
 LH1515_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1515+STABILITY: SURFACE MOTION
 LH1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1515
 LH1515  HISTORY     - Date     Condition        Report By
 LH1515  HISTORY     - 1992     MONUMENTED       NGS
 LH1515
 LH1515                          STATION DESCRIPTION
 LH1515
 LH1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LH1515'10.06 KM (6.25 MI) WEST-NORTHWEST FROM OVERTON, 7.4 KM (4.6 MI)
 LH1515'EAST-SOUTHEAST FROM LEXINGTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1515'HIGHWAY 30, IN THE EXTREME NORTHEAST CORNER OF SEC13, T9N, R20W AND
 LH1515'NEAR THE COMMON CORNER TO SEC7, 12, 13 AND 18.  FROM THE JUNCTION OF
 LH1515'U.S. HIGHWAYS 30 AND 283, IN LEXINGTON, GO EAST-SOUTHEAST ON HIGHWAY
 LH1515'30 FOR 7.4 KM (4.6 MI) TO THE STATION ON THE LEFT, AT THE ENTRANCE
 LH1515'DRIVE TO A SMALL TRUCKING FIRM.  THE DISK IS SET INTO THE TOP OF A
 LH1515'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LH1515'SURFACE.  IT IS 67.0 FT (20.4 M) NORTH FROM THE CENTERLINE OF THE
 LH1515'HIGHWAY, 56.5 FT (17.2 M) WEST FROM THE CENTERLINE OF THE ENTRANCE
 LH1515'ROAD, 21.23 FT (6.47 M) EAST FROM THE STATION MARKER, 1.3 FT (0.4 M)
 LH1515'WEST FROM A WITNESS POST AND 1.0 FT (0.3 M) SOUTH FROM THE NORTH
 LH1515'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2051 ***********************************************************************
 MK2051  CBN         -  This is a Cooperative Base Network Control Station.
 MK2051  DESIGNATION -  JOURNEY
 MK2051  PID         -  MK2051
 MK2051  STATE/COUNTY-  NE/DOUGLAS
 MK2051  COUNTRY     -  US
 MK2051  USGS QUAD   -  VALLEY (2017)
 MK2051
 MK2051                         *CURRENT SURVEY CONTROL
 MK2051  ______________________________________________________________________
 MK2051* NAD 83(2011) POSITION- 41 18 47.36756(N) 096 16 20.38084(W)   ADJUSTED
 MK2051* NAD 83(2011) ELLIP HT-   364.798 (meters)        (06/27/12)   ADJUSTED
 MK2051* NAD 83(2011) EPOCH   -  2010.00
 MK2051* NAVD 88 ORTHO HEIGHT -   392.3   (meters)     1287.    (feet) GPS OBS
 MK2051  ______________________________________________________________________
 MK2051  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK2051  GEOID HEIGHT    -        -27.435 (meters)                     GEOID99
 MK2051  GEOID HEIGHT    -        -27.492 (meters)                     GEOID18
 MK2051  NAD 83(2011) X  -   -524,199.342 (meters)                     COMP
 MK2051  NAD 83(2011) Y  - -4,769,255.298 (meters)                     COMP
 MK2051  NAD 83(2011) Z  -  4,188,849.085 (meters)                     COMP
 MK2051  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 MK2051
 MK2051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2051  Standards:
 MK2051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2051  -------------------------------------------------------------------
 MK2051  NETWORK    0.72   1.57           0.33   0.25   0.80     -0.00370587
 MK2051  -------------------------------------------------------------------
 MK2051  Click here for local accuracies and other accuracy information.
 MK2051
 MK2051.The horizontal coordinates were established by GPS observations
 MK2051.and adjusted by the National Geodetic Survey in June 2012.
 MK2051
 MK2051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2051.been affixed to the stable North American tectonic plate. See 
 MK2051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2051
 MK2051.The horizontal coordinates are valid at the epoch date displayed above
 MK2051.which is a decimal equivalence of Year/Month/Day.
 MK2051
 MK2051.The orthometric height was determined by GPS observations and a
 MK2051.high-resolution geoid model.
 MK2051
 MK2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2051.GEOID18 height accuracy estimate available here.
 MK2051
 MK2051.Click photographs - Photos may exist for this station.
 MK2051
 MK2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2051
 MK2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2051
 MK2051.The ellipsoidal height was determined by GPS observations
 MK2051.and is referenced to NAD 83.
 MK2051
 MK2051. The following values were computed from the NAD 83(2011) position.
 MK2051
 MK2051;                    North         East     Units Scale Factor Converg.
 MK2051;SPC NE       -   171,023.723   811,937.785   MT  0.99966422   +2 28 13.1
 MK2051;SPC NE       -   561,100.33  2,663,832.55   sFT  0.99966422   +2 28 13.1
 MK2051;UTM  14      - 4,577,110.901   728,323.415   MT  1.00024162   +1 48 05.5
 MK2051
 MK2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2051!SPC NE       -   0.99994278  x   0.99966422  =   0.99960702
 MK2051!UTM  14      -   0.99994278  x   1.00024162  =   1.00018439
 MK2051
 MK2051:                Primary Azimuth Mark                     Grid Az
 MK2051:SPC NE       -  JOURNEY AZ MK                            193 17 35.6
 MK2051:UTM  14      -  JOURNEY AZ MK                            193 57 43.2
 MK2051
 MK2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2832377110(NAD 83)
 MK2051
 MK2051|---------------------------------------------------------------------|
 MK2051| PID    Reference Object                     Distance      Geod. Az  |
 MK2051|                                                           dddmmss.s |
 MK2051| MK2213 VALLEY HARTFORD SAND RAD MAST       APPROX. 1.6 KM 0094439.5 |
 MK2051| MK2217 JOURNEY RM 1                         10.669 METERS 05008     |
 MK2051| MK2218 JOURNEY RM 2                          8.471 METERS 16423     |
 MK2051| MK2216 JOURNEY AZ MK                       APPROX. 0.8 KM 1954548.7 |
 MK2051| MK2057 FREMONT ELEVATOR COMPANY            APPROX.27.9 KM 3022812.5 |
 MK2051| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.12.9 KM 3454311.9 |
 MK2051|---------------------------------------------------------------------|
 MK2051
 MK2051                          SUPERSEDED SURVEY CONTROL
 MK2051
 MK2051  NAD 83(2007)-  41 18 47.36753(N)    096 16 20.38147(W) AD(2002.00) 0
 MK2051  ELLIP H (02/10/07)  364.818  (m)                       GP(2002.00)    
 MK2051  NAD 83(1995)-  41 18 47.36749(N)    096 16 20.38094(W) AD(       ) A
 MK2051  ELLIP H (07/10/01)  364.808  (m)                       GP(       ) 4 1
 MK2051  NAD 83(1995)-  41 18 47.36453(N)    096 16 20.37953(W) AD(       ) 2
 MK2051  NAD 83(1986)-  41 18 47.37323(N)    096 16 20.38206(W) AD(       ) 2
 MK2051  NAD 27      -  41 18 47.37869(N)    096 16 19.29571(W) AD(       ) 2
 MK2051
 MK2051.Superseded values are not recommended for survey control.
 MK2051
 MK2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2051.See file dsdata.pdf to determine how the superseded data were derived.
 MK2051
 MK2051_MARKER: DS = TRIANGULATION STATION DISK
 MK2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2051_STAMPING: JOURNEY 1959
 MK2051_MARK LOGO: CGS
 MK2051_PROJECTION: FLUSH
 MK2051_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2051+STABILITY: SURFACE MOTION
 MK2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2051+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2016
 MK2051
 MK2051  HISTORY     - Date     Condition        Report By
 MK2051  HISTORY     - 1959     MONUMENTED       CGS
 MK2051  HISTORY     - 1959     GOOD             CGS
 MK2051  HISTORY     - 1967     GOOD             USGS
 MK2051  HISTORY     - 1974     GOOD             NEDR
 MK2051  HISTORY     - 1980     GOOD             NGS
 MK2051  HISTORY     - 19801109 GOOD             NGS
 MK2051  HISTORY     - 1984     GOOD             LOCENG
 MK2051  HISTORY     - 20000613 GOOD             NEDR
 MK2051  HISTORY     - 20110118 GOOD             INDIV
 MK2051  HISTORY     - 20161211 GOOD             WOOLPT
 MK2051
 MK2051                          STATION DESCRIPTION
 MK2051
 MK2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2051'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES NORTHWEST OF
 MK2051'ELKHORN AND ABOUT 4 MILES SOUTH OF ELK CITY, ON LAND OWNED
 MK2051'BY JOURNEYS END FARM.
 MK2051'
 MK2051'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 MK2051'IN WATERLOO, GO NORTH ON STATE HIGHWAY 64 FOR 0.6 MILE.  TAKE
 MK2051'THE LEFT FORK, LEAVING THE HIGHWAY, AND GO NORTHWEST ON THE
 MK2051'PAVED ROAD FOR 0.85 MILE TO SIDE ROAD, LEFT AND THE AZIMUTH
 MK2051'MARK.  CONTINUE NORTHWESTERLY FOR 0.35 MILE.  TURN RIGH OFF
 MK2051'THE PAVED ROAD AND TAKE THE DIRT ROAD UPHILL, NORTHEASTERLY
 MK2051'FOR 0.25 MILE TO THE TOP OF THE HILL.  TURN RIGHT, PASS THROUGH
 MK2051'A GATE AND GO SOUTHWESTERLY DOWNHILL FOR 0.05 MILE TO THE EDGE
 MK2051'OF THE BLUFF AND THE STATION.
 MK2051'
 MK2051'THE STATION IS A STANDARD DISK STAMPED JOURNEY 1959 SET IN
 MK2051'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 MK2051'FLUSH WITH THE GROUND.  IT IS ABOUT 100 YARDS WEST OF THE
 MK2051'MAIN FARM BUILDINGS OF THE JOURNEYS END FARM AND ABOUT 20 FEET
 MK2051'EAST OF THE END OF THE BLUFF.
 MK2051'
 MK2051'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JOURNEY
 MK2051'NO 1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MK2051'PROJECTS 6 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER
 MK2051'THAN THE STATION.
 MK2051'
 MK2051'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JOURNEY
 MK2051'NO 2 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MK2051'WHICH PROJECTS 1 INCH ABOVE THE GROUND AND 2 FEET LOWER THAN
 MK2051'THE STATION.
 MK2051'
 MK2051'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOURNEY 1959 SET
 MK2051'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MK2051'2 INCHES ABOVE THE GROUND.  IT IS 54 FEET WEST-SOUTHWEST OF THE
 MK2051'CENTER OF A T-ROAD FORMED BY THE SIDE ROAD WITH THE PAVED
 MK2051'ROAD, 14 FEET SOUTH OF THE CENTER OF A T-ROAD FORMED BY THE
 MK2051'SIDE ROAD WITH THE PAVED ROAD, 14 FEET SOUTH OF THE CENTER OF
 MK2051'A SIDE ROAD AND 3 FEET WEST OF A METAL WITNESS SIGN.
 MK2051'
 MK2051'THE STATION WAS BUILT IN 1950 BUT WAS NOT OCCUPIED UNTIL 1959
 MK2051'SO THE STAMPING WAS CHANGED TO 1959.
 MK2051
 MK2051                          STATION RECOVERY (1959)
 MK2051
 MK2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MK2051'RECOVERED IN GOOD CONDITION.
 MK2051
 MK2051                          STATION RECOVERY (1967)
 MK2051
 MK2051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2051'THE DESCRIPTION IS ADEQUATE EXCEPT FOR DISTANCE TO R.M. 1.
 MK2051'ALL MARKS RECOVERED IN GOOD CONDITION.
 MK2051
 MK2051                          STATION RECOVERY (1974)
 MK2051
 MK2051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2051'NEW FROM JUNCTION OF HIGHWAYS 31 AND 64 AT NORTH EDGE OF ELKHORN
 MK2051'GO WEST ON HIGHWAY 64 APPROX. 1.0 MILE TO OIL ROAD NORTH TURN RIGHT
 MK2051'(NORTH) GO APPROX. 1.5 MILE TO OIL ROAD LEADING TO ST. JOHN
 MK2051'SEMINARY TURN LEFT (WEST) AND GO APPROX. 0.9 MILE.  THAN PACK
 MK2051'WEST SOUTH WEST APPROX. 600 FEET TO STATION APPROX. 20 FEET EAST
 MK2051'OF END OF BLUFF.
 MK2051'
 MK2051'NEAREST TOWN--WATERLOO.
 MK2051
 MK2051                          STATION RECOVERY (1980)
 MK2051
 MK2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MK2051'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 MK2051'WERE RECOVERED.  REFERENCE MARK 1 HAS THE NORTHWEST CORNER OF THE
 MK2051'CONCRETE POST BROKEN OFF BUT THE MARK IS STILL SOLID.  THE OTHER MARKS
 MK2051'WERE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS 3.037
 MK2051'METER LONGER THAN 1959 DATA AND THE DIRECTION WAS 1 MINUTE, 56 SECONDS
 MK2051'LARGER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 AGREED WITH
 MK2051'THE 1959 DATA.  DUE TO ROAD CHANGES AND PROPERTY OWNERSHIP A COMPLETE
 MK2051'NEW DESCRIPTION FOLLOWS.
 MK2051'
 MK2051'THE STATION IS LOCATED ABOUT 4 MILES EAST OF VALLEY, 3 MILES
 MK2051'NORTHWEST OF ELKHORN, 2 MILES NORTH OF WATERLOO, 1/4 MILE
 MK2051'SOUTH-SOUTHWEST OF THE MOUNT MICHAEL ABBEY AND HIGH SCHOOL, IN
 MK2051'PASTURE LAND, ON A PROMINENT KNOLL THAT OVERLOOKS DOUGLAS COUNTY ROAD
 MK2051'84 AND ON PROPERTY OWNED BY THE BENEDICTINE FATHERS INCORPORATED,
 MK2051'MOUNT MICHAEL, ELKHORN, NEBRASKA 68022.  FATHER NATHANIEL IS THE
 MK2051'BUSINESS MANAGER, TELEPHONE 289-2541.
 MK2051'
 MK2051'TO REACH THE STATION FROM THE CROSSING OF THE UNION PACIFIC RAILROAD
 MK2051'AND STATE HIGHWAY 64, IN WATERLOO, GO NORTHEAST AND EAST ON THE
 MK2051'HIGHWAY FOR 0.8 MILES TO A PAVED SIDE ROAD LEFT, DOUGLAS COUNTY ROAD
 MK2051'84.  TURN LEFT AND GO NORTHERLY ON ROAD 84 FOR 0.85 MILE TO AN
 MK2051'OVERHEAD POWERLINE, A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE
 MK2051'LEFT.  CONTINUE NORTH ON ROAD 84 FOR 0.5 MILE AND THE STATION ON THE
 MK2051'KNOLL ABOUT 1/4 MILE EAST OF THE ROAD.  CONTINUE NORTH FOR 1.05 MILES
 MK2051'TO COUNTY ROAD 19 ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 19,
 MK2051'GRAVELED, FOR 1.0 MILE TO COUNTY ROAD 80, PAVED.  TURN RIGHT AND GO
 MK2051'SOUTH ON ROAD 80 FOR 1.0 MILE TO COUNTY ROAD 23 ON THE RIGHT.  TURN
 MK2051'RIGHT AND GO WEST ON ROAD 23, PAVED, FOR 0.9 MILE TO THE END OF THE
 MK2051'ROAD AND A GATE.  PASS THROUGH THE GATE, TURN LEFT FOR 50 FEET,
 MK2051'THROUGH ANOTHER GATE, THEN TURN RIGHT AND GO SOUTHWEST ACROSS A
 MK2051'PASTURE FOR 0.1 MILE TO THE WEST EDGE OF THE KNOLL AND THE STATION.
 MK2051'
 MK2051'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---JOURNEY 1959---
 MK2051'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 MK2051'INCHES.  THERE ARE NO OBJECTS TO REFERENCE FROM.  THE UNDERGROUND MARK
 MK2051'WAS NOT INSPECTED.
 MK2051'
 MK2051'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---JOURNEY NO 1 1959---
 MK2051'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 MK2051'IS ABOUT THE SAME ELEVATION AS THE STATION.
 MK2051'
 MK2051'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---JOURNEY NO 2 1959---
 MK2051'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 MK2051'IS ABOUT 2 FEET LOWER THAN THE STATION.
 MK2051'
 MK2051'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---JOURNEY 1959--- SET
 MK2051'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 63 FEET
 MK2051'WEST OF THE CENTERLINE OF ROAD 84, 17 FEET SOUTH OF A FIELD ENTRANCE,
 MK2051'7.8 FEET NORTH-NORTHEAST OF POWERLINE POLE NUMBER 128, 4.5 FEET
 MK2051'SOUTHEAST OF A POWERLINE POLE, 4.0 FEET WEST OF A WITNESS POST AND 0.7
 MK2051'FOOT NORTH OF A FENCE.
 MK2051'
 MK2051'REBAR WAS DRIVEN ALONGSIDE ALL THE MARKS.
 MK2051
 MK2051                          STATION RECOVERY (1980)
 MK2051
 MK2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MK2051'THE SURFACE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK
 MK2051'WERE RECOVERED.  REFERENCE MARK 1 HAS THE NORTHWEST CORNER OF THE
 MK2051'CONCRETE POST BROKEN OFF BUT THE MARK IS STILL SOLID.  THE OTHER
 MK2051'MARKS WERE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 MK2051'3.037 METERS LONGER THAN 1959 DATA AND THE DIRECTION WAS 1 MINUTE, 56
 MK2051'SECONDS LARGER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 MK2051'AGREED WITH THE 1959 DATA.  DUE TO CHANGES AND PROPERTY OWNERSHIP, A
 MK2051'COMPLETE, NEW DESCRIPTION FOLLOWS.
 MK2051'THE STATION IS LOCATED ABOUT  4 MILES EAST OF VALLEY, 3 MILES
 MK2051'NORTHWEST OF ELKHORN, 2 MILES NORTH OF WATERLOO, 0.25 MILE
 MK2051'SOUTH-SOUTHWEST OF THE MOUNT MICHAEL ABBEY AND HIGH SCHOOL, IN
 MK2051'PASTURELAND, ON A PROMINENT KNOLL THAT OVERLOOKS DOUGLAS COUNTY ROAD
 MK2051'84 AND ON PROPERTY OWNED BY THE BENEDICTINE FATHERS INCORPORATED,
 MK2051'MOUNT MICHAEL, ELKHORN, NEBRASKA 68022.  FATHER NATHANIEL IS THE
 MK2051'BUSINESS MANAGER, TELEPHONE 402-289 2541.
 MK2051'TO REACH THE STATION FROM THE CROSSING OF THE UNION PACIFIC RAILROAD
 MK2051'AND STATE HIGHWAY 64, IN WATERLOO, GO NORTHEAST AND EAST ON THE
 MK2051'HIGHWAY FOR 0.8 MILE TO A PAVED ROAD ON THE LEFT, DOUGLAS COUNTY ROAD
 MK2051'84.  TURN LEFT AND GO NORTHERLY ON ROAD 84 FOR 0.85 MILE TO AN
 MK2051'OVERHEAD POWERLINE, A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE
 MK2051'LEFT.  CONTINUE NORTH FOR 0.5 MILE TO THE STATION ON THE HIGH KNOLL
 MK2051'ABOUT 0.25 MILE EAST OF THE ROAD.  CONTINUE NORTH FOR 1.05 MILES TO
 MK2051'COUNTY ROAD 19 ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 19 FOR
 MK2051'1.0 MILE TO COUNTY ROAD 80.  TURN RIGHT AND GO SOUTH ON ROAD 80 FOR
 MK2051'1.0 MILE TO COUNTY ROAD 23 ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 MK2051'ROAD 23 FOR 0.9 MILE TO THE END OF THE ROAD AND A GATE.  PASS THROUGH
 MK2051'THE GATE, TURN LEFT FOR 50 FEET, PASS THROUGH ANOTHER GATE, THE TURN
 MK2051'RIGHT AND GO SOUTHWEST ACROSS A PASTURE FOR 0.1 MILE TO THE WEST EDGE
 MK2051'OF THE KNOLL AND THE STATION, SET INTO THE TOP OF A SQUARE CONCRETE
 MK2051'MONUMENT THAT PROJECTS 0.2 FOOT.  THERE WERE NO OBJECTS FOR REFERENCE
 MK2051'TIES.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A LENGTH OF REBAR WAS
 MK2051'DRIVEN ALONGSIDE THE MARK.
 MK2051
 MK2051                          STATION RECOVERY (1984)
 MK2051
 MK2051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WW)
 MK2051'JOURNEY 1959 RECOVERED GOOD.
 MK2051'
 MK2051'JOURNEY 1959 AZ MK RECOVERED GOOD.
 MK2051
 MK2051                          STATION RECOVERY (2000)
 MK2051
 MK2051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2051'RECOVERED AS DESCRIBED.
 MK2051
 MK2051                          STATION RECOVERY (2011)
 MK2051
 MK2051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2051'RECOVERED IN GOOD CONDITION.
 MK2051
 MK2051                          STATION RECOVERY (2016)
 MK2051
 MK2051'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 MK2051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2216 ***********************************************************************
 MK2216  DESIGNATION -  JOURNEY AZ MK
 MK2216  PID         -  MK2216
 MK2216  STATE/COUNTY-  NE/DOUGLAS
 MK2216  COUNTRY     -  US
 MK2216  USGS QUAD   -  VALLEY (2017)
 MK2216
 MK2216                         *CURRENT SURVEY CONTROL
 MK2216  ______________________________________________________________________
 MK2216* NAD 83(1995) POSITION- 41 18 22.60908(N) 096 16 29.64758(W)   ADJUSTED
 MK2216* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 MK2216  ______________________________________________________________________
 MK2216  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 MK2216  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 MK2216  HORZ ORDER      -  THIRD
 MK2216
 MK2216.The horizontal coordinates were established by classical geodetic methods
 MK2216.and adjusted by the National Geodetic Survey in August 1997.
 MK2216
 MK2216.The orthometric height was scaled from a topographic map.
 MK2216
 MK2216.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2216.GEOID18 height accuracy estimate available here.
 MK2216
 MK2216.Click photographs - Photos may exist for this station.
 MK2216
 MK2216.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2216
 MK2216. The following values were computed from the NAD 83(1995) position.
 MK2216
 MK2216;                    North         East     Units Scale Factor Converg.
 MK2216;SPC NE       -   170,251.606   811,755.401   MT  0.99966463   +2 28 07.0
 MK2216;SPC NE       -   558,567.14  2,663,234.18   sFT  0.99966463   +2 28 07.0
 MK2216;UTM  14      - 4,576,340.521   728,131.920   MT  1.00024055   +1 47 58.4
 MK2216
 MK2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2216!SPC NE       -   0.99995011  x   0.99966463  =   0.99961476
 MK2216!UTM  14      -   0.99995011  x   1.00024055  =   1.00019065
 MK2216
 MK2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2813176340(NAD 83)
 MK2216
 MK2216                          SUPERSEDED SURVEY CONTROL
 MK2216
 MK2216  NAD 83(1986)-  41 18 22.61876(N)    096 16 29.64906(W) AD(       ) 3
 MK2216
 MK2216.Superseded values are not recommended for survey control.
 MK2216
 MK2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2216.See file dsdata.pdf to determine how the superseded data were derived.
 MK2216
 MK2216_MARKER: DZ = AZIMUTH MARK DISK
 MK2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2216_STAMPING: JOURNEY 1959
 MK2216_MARK LOGO: CGS
 MK2216_PROJECTION: FLUSH
 MK2216_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2216+STABILITY: SURFACE MOTION
 MK2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2216+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 MK2216
 MK2216  HISTORY     - Date     Condition        Report By
 MK2216  HISTORY     - 1959     MONUMENTED       CGS
 MK2216  HISTORY     - 20110118 GOOD             INDIV
 MK2216
 MK2216                          STATION DESCRIPTION
 MK2216
 MK2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2216'THE STATION IS LOCATED ABOUT 4 MILES EAST OF VALLEY, 1.5 MILES NORTH
 MK2216'OF WATERLOO AND AT THE DOUBLE POLES OF AN OVERHEAD POWERLINE OVER
 MK2216'DOUGLAS COUNTY ROAD 84 AND ON THE SOUTH RIGHT-OF-WAY OF THE ROAD.
 MK2216'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 64 IN
 MK2216'WATERLOO, GO NORTHEAST AND EAST ON THE HIGHWAY FOR 0.8 MILE TO A PAVED
 MK2216'SIDE ROAD LEFT, COUNTY ROAD 84.  TURN LEFT AND GO NORTHERLY ON ROAD
 MK2216'84 FOR 0.85 MILE TO THE POWERLINE CROSSING AND THE MARK ON THE LEFT.
 MK2216'THE MARK IS A STANDARD DISK, SET INTO THE TOP OF A SQUARE CONCRETE
 MK2216'POST THAT IS FLUSH WITH THE GROUND.  IT IS 63 FEET WEST FROM THE
 MK2216'CENTERLINE OF THE ROAD, 17 FEET SOUTH FROM A FIELD ENTRANCE, 4.5 FEET
 MK2216'SOUTHEAST FROM A POWER POLE, 4.0 FEET WEST FROM A WITNESS POST AND
 MK2216'0.7 FOOT NORTH FROM A FENCE.
 MK2216
 MK2216                          STATION RECOVERY (2011)
 MK2216
 MK2216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0570 ***********************************************************************
 MN0570  DESIGNATION -  JULEFF
 MN0570  PID         -  MN0570
 MN0570  STATE/COUNTY-  NE/CHEYENNE
 MN0570  COUNTRY     -  US
 MN0570  USGS QUAD   -  LAWRENCE FORK (2017)
 MN0570
 MN0570                         *CURRENT SURVEY CONTROL
 MN0570  ______________________________________________________________________
 MN0570* NAD 83(1995) POSITION- 41 25 14.00390(N) 103 17 31.73359(W)   ADJUSTED
 MN0570* NAVD 88 ORTHO HEIGHT -  1377.    (meters)     4518.    (feet) SCALED
 MN0570  ______________________________________________________________________
 MN0570  GEOID HEIGHT    -        -19.408 (meters)                     GEOID18
 MN0570  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 MN0570  HORZ ORDER      -  FIRST
 MN0570
 MN0570.The horizontal coordinates were established by classical geodetic methods
 MN0570.and adjusted by the National Geodetic Survey in August 1997.
 MN0570
 MN0570.The orthometric height was scaled from a topographic map.
 MN0570
 MN0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0570.GEOID18 height accuracy estimate available here.
 MN0570
 MN0570.Click photographs - Photos may exist for this station.
 MN0570
 MN0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0570
 MN0570. The following values were computed from the NAD 83(1995) position.
 MN0570
 MN0570;                    North         East     Units Scale Factor Converg.
 MN0570;SPC NE       -   181,459.280   224,942.708   MT  0.99965970   -2 10 54.1
 MN0570;SPC NE       -   595,337.65    737,999.53   sFT  0.99965970   -2 10 54.1
 MN0570;UTM  13      - 4,586,851.990   642,718.779   MT  0.99985067   +1 07 48.3
 MN0570
 MN0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0570!SPC NE       -   0.99978716  x   0.99965970  =   0.99944693
 MN0570!UTM  13      -   0.99978716  x   0.99985067  =   0.99963786
 MN0570
 MN0570:                Primary Azimuth Mark                     Grid Az
 MN0570:SPC NE       -  JULEFF AZ MK                             189 07 54.2
 MN0570:UTM  13      -  JULEFF AZ MK                             185 49 11.8
 MN0570
 MN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4271886851(NAD 83)
 MN0570
 MN0570|---------------------------------------------------------------------|
 MN0570| PID    Reference Object                     Distance      Geod. Az  |
 MN0570|                                                           dddmmss.s |
 MN0570| MN0540 PLATTE PLINE MAST WNW DALTON        APPROX. 8.3 KM 0754501.0 |
 MN0570| CP8353 JULEFF RM 1                          40.033 METERS 07724     |
 MN0570| CP8354 JULEFF RM 2                          26.498 METERS 15209     |
 MN0570| CP8352 JULEFF AZ MK                                       1865700.1 |
 MN0570|---------------------------------------------------------------------|
 MN0570
 MN0570                          SUPERSEDED SURVEY CONTROL
 MN0570
 MN0570  NAD 83(1993)-  41 25 14.00318(N)    103 17 31.73335(W) AD(       ) 1
 MN0570  NAD 83(1986)-  41 25 13.99601(N)    103 17 31.73439(W) AD(       ) 1
 MN0570  NAD 27      -  41 25 14.07570(N)    103 17 29.97590(W) AD(       ) 1
 MN0570
 MN0570.Superseded values are not recommended for survey control.
 MN0570
 MN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0570.See file dsdata.pdf to determine how the superseded data were derived.
 MN0570
 MN0570_MARKER: DS = TRIANGULATION STATION DISK
 MN0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0570_STAMPING: JULEFF 1934
 MN0570_MARK LOGO: CGS
 MN0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0570+STABILITY: SURFACE MOTION
 MN0570
 MN0570  HISTORY     - Date     Condition        Report By
 MN0570  HISTORY     - 1934     MONUMENTED       CGS
 MN0570  HISTORY     - 1963     GOOD             CGS
 MN0570
 MN0570                          STATION DESCRIPTION
 MN0570
 MN0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0570'THE STATION IS 15 MILES, AIRLINE, NORTHEAST OF DIX ON A SMALL
 MN0570'LONE HILL WHICH OVERLOOKS THE LAWRENCE FORK VALLEY TO THE
 MN0570'NORTHWEST.  THE HILL IS GRAY-TOPPED WITH A PROMINENT WHITE
 MN0570'SCAR ON THE SOUTHWEST SIDE.  THE STATION IS ON PASTURE LAND
 MN0570'OWNED BY MR. JULEFF AND 0.1 MILE EAST OF A NORTH-SOUTH
 MN0570'SECTION-LINE ROAD.  THE MARK PROJECTS 10 INCHES.
 MN0570'
 MN0570'THE STATION MAY BE REACHED FROM DIX BY GOING NORTH ON THE
 MN0570'GRADED DIX HIGHWAY FROM AN INTERSECTION WITH U.S. HIGHWAY
 MN0570'30 (50 YARDS EAST OF A STEEL ELEVATOR AT THE NORTHWEST EDGE
 MN0570'OF TOWN AND 50 YARDS SOUTH OF THE RAILROAD TRACKS, FOR 10.0
 MN0570'MILES.  WHERE THE ROAD AHEAD GOES DOWN INTO THE LAWRENCE
 MN0570'FORK VALLEY, TURN RIGHT AND GO EAST ON MAIN HIGHWAY FOR 9.0
 MN0570'MILES.  TURN NORTH AND GO 1.0 MILE ON MAIN HIGHWAY, THEN TURN
 MN0570'EAST ON MAIN HIGHWAY AND GO 1.0 MILE.  TURN NORTH ON MAIN
 MN0570'HIGHWAY AND GO 1.0 MILE, THEN LEAVE MAIN HIGHWAY, WHICH TURNS
 MN0570'EAST, AND GO NORTH ON GRADED, SECTION-LINE ROAD FOR 0.6
 MN0570'MILE.  AT A JOG IN NORTH-SOUTH FENCE TO RIGHT OF ROAD, LET
 MN0570'DOWN FENCE AND DRIVE TO TOP OF HILL TO THE NORTHEAST, 0.1
 MN0570'MILE TO STATION.
 MN0570'
 MN0570'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0570'BRONZE DISKS SET AS DESCRIBED.
 MN0570'
 MN0570'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND
 MN0570'PROJECTS 10 INCHES.
 MN0570'
 MN0570'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND PROJECTS
 MN0570'10 INCHES.
 MN0570'
 MN0570'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION.  IT IS 56
 MN0570'FEET SOUTHWEST OF A SECTION-LINE ROAD INTERSECTION, 41 FEET
 MN0570'WEST OF THE CENTERLINE OF THE MAIN SECTION-LINE ROAD, 7 FEET
 MN0570'WEST OF CORNER POST OF SECTION-LINE FENCES, 6 FEET WEST-SOUTHWEST
 MN0570'OF A TRIANGULAR-CONCRETE MONUMENT, 3 FEET NORTH OF AN EAST-WEST
 MN0570'SECTION-LINE FENCE, 10 PACES SOUTH OF A SECTION-LINE TRACK
 MN0570'ROAD, AND PROJECTS 10 INCHES.
 MN0570'
 MN0570'A 4-FOOT STAND WILL CLEAR ALL LINES.
 MN0570
 MN0570                          STATION RECOVERY (1963)
 MN0570
 MN0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0570'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 MN0570'TO THE MARKS WERE VERIFIED.  THE DISTANCES TO THE REFERENCE
 MN0570'MARKS WERE NOT VERIFIED DUE TO THE FACT THAT IN 1934 THE
 MN0570'REFERENCE MARKS WERE MEASURED WITH SLOPE DISTANCE ONLY.
 MN0570'
 MN0570'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MN0570'
 MN0570'THE STATION IS ON THE TOP OF A LOW GRASSY KNOLL, 14-1/2
 MN0570'MILES NORTH OF POTTER, IN THE NORTHWEST QUARTER OF SECTION
 MN0570'26, T 17 N, R 52 W, AND ON PROPERTY OWNED BY MR. WALTER
 MN0570'TWARLING WHO LIVES ABOUT 1 MILE SOUTHEAST OF THE STATION.
 MN0570'
 MN0570'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO NORTH
 MN0570'ON A GRAVEL AND A PARTIAL BLACKTOP ROAD FOR 12.25 MILES TO A
 MN0570'T-INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR
 MN0570'1.25 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 MN0570'A GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND
 MN0570'THE AZIMUTH MARK ON THE LEFT NEAR A FENCE CORNER.  CONTINUE
 MN0570'NORTH ON THE GRAVEL ROAD FOR 0.8 MILE TO THE STATION ON THE
 MN0570'RIGHT, ON THE TOP OF THE SMALL KNOLL.
 MN0570'
 MN0570'THE SURFACE STATION MARK, A STANDARD DISK STAMPED JULEFF 1934,
 MN0570'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0570'IS APPROXIMATELY 0.05 MILE EAST OF THE GRAVEL ROAD.  THE
 MN0570'UNDERGROUND DISK WAS NOT INSPECTED.
 MN0570'
 MN0570'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JULEFF NO 1
 MN0570'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.
 MN0570'IT IS ON THE EAST SLOPE OF THE HILL AND ABOUT 20 FEET LOWER
 MN0570'IN ELEVATION THAN THE STATION.
 MN0570'
 MN0570'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JULEFF NO 2 1934,
 MN0570'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MN0570'IS ON THE SOUTHEAST SLOPE OF THE HILL AND ABOUT 15 FEET LOWER
 MN0570'IN ELEVATION THAN THE STATION.
 MN0570'
 MN0570'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED JULEFF
 MN0570'AZIMUTH 1934, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0570'SURFACE OF THE GROUND.  IT IS 40 FEET WEST OF THE CENTER OF
 MN0570'THE GRAVEL ROAD, 6.5 FEET NORTHWEST OF A FENCE CORNER, AND
 MN0570'4.5 FEET NORTH OF A FENCE.
 MN0570'
 MN0570'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1254 ***********************************************************************
 LH1254  DESIGNATION -  JUNIATA
 LH1254  PID         -  LH1254
 LH1254  STATE/COUNTY-  NE/ADAMS
 LH1254  COUNTRY     -  US
 LH1254  USGS QUAD   -  JUNIATA (2017)
 LH1254
 LH1254                         *CURRENT SURVEY CONTROL
 LH1254  ______________________________________________________________________
 LH1254* NAD 83(1995) POSITION- 40 31 29.27182(N) 098 32 04.79677(W)   ADJUSTED
 LH1254* NAVD 88 ORTHO HEIGHT -   593.    (meters)     1946.    (feet) SCALED
 LH1254  ______________________________________________________________________
 LH1254  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 LH1254  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LH1254  HORZ ORDER      -  THIRD
 LH1254
 LH1254.The horizontal coordinates were established by classical geodetic methods
 LH1254.and adjusted by the National Geodetic Survey in August 1997.
 LH1254
 LH1254.The orthometric height was scaled from a topographic map.
 LH1254
 LH1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1254.GEOID18 height accuracy estimate available here.
 LH1254
 LH1254.Click photographs - Photos may exist for this station.
 LH1254
 LH1254.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1254
 LH1254. The following values were computed from the NAD 83(1995) position.
 LH1254
 LH1254;                    North         East     Units Scale Factor Converg.
 LH1254;SPC NE       -    77,825.475   624,137.061   MT  0.99980387   +0 58 15.9
 LH1254;SPC NE       -   255,332.41  2,047,689.67   sFT  0.99980387   +0 58 15.9
 LH1254;UTM  14      - 4,486,111.284   539,415.110   MT  0.99961912   +0 18 08.5
 LH1254
 LH1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1254!SPC NE       -   0.99991091  x   0.99980387  =   0.99971480
 LH1254!UTM  14      -   0.99991091  x   0.99961912  =   0.99953006
 LH1254
 LH1254:                Primary Azimuth Mark                     Grid Az
 LH1254:SPC NE       -  JUNIATA AZ MK                            263 29 18.5
 LH1254:UTM  14      -  JUNIATA AZ MK                            264 09 25.9
 LH1254
 LH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3941586111(NAD 83)
 LH1254
 LH1254|---------------------------------------------------------------------|
 LH1254| PID    Reference Object                     Distance      Geod. Az  |
 LH1254|                                                           dddmmss.s |
 LH1254| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX. 7.6 KM 0213348.6 |
 LH1254| CN8895 JUNIATA RM 1                         12.490 METERS 09431     |
 LH1254| CN8894 JUNIATA AZ MK                                      2642734.4 |
 LH1254| CN8896 JUNIATA RM 2                         11.124 METERS 35359     |
 LH1254|---------------------------------------------------------------------|
 LH1254
 LH1254                          SUPERSEDED SURVEY CONTROL
 LH1254
 LH1254  NAD 83(1986)-  40 31 29.27926(N)    098 32 04.79654(W) AD(       ) 3
 LH1254  NAD 27      -  40 31 29.22400(N)    098 32 03.56600(W) AD(       ) 3
 LH1254
 LH1254.Superseded values are not recommended for survey control.
 LH1254
 LH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1254.See file dsdata.pdf to determine how the superseded data were derived.
 LH1254
 LH1254_MARKER: DS = TRIANGULATION STATION DISK
 LH1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1254_STAMPING: JUNIATA 1951
 LH1254_MARK LOGO: CGS
 LH1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1254+STABILITY: SURFACE MOTION
 LH1254
 LH1254  HISTORY     - Date     Condition        Report By
 LH1254  HISTORY     - 1951     MONUMENTED       CGS
 LH1254
 LH1254                          STATION DESCRIPTION
 LH1254
 LH1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1254'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF HASTINGS AND 6
 LH1254'MILES SOUTH-SOUTHWEST OF JUNIATA.  IT IS IN THE SOUTHWEST CORNER
 LH1254'OF A CULTIVATED FIELD, 138 FEET NORTH-NORTHEAST OF THE CENTER OF A
 LH1254'CROSSROAD INTERSECTION, 38 FEET EAST FROM THE CENTER OF A
 LH1254'NORTH-SOUTH GRAVELED ROAD, 5 FEET NORTHEAST OF A T FENCE CORNER,
 LH1254'5 FEET SOUTHEAST OF A WITNESS POST AND 3 FEET NORTH OF A WOVEN
 LH1254'WIRE FENCE SURROUNDING POWER LINE TRANSFORMERS.  IT IS STAMPED
 LH1254'JUNIATA NO 1 1951 AND PROJECTS 2 INCHES.
 LH1254'
 LH1254'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE NORTH OF THE
 LH1254'POWER LINE TRANSFORMERS AND 45 FEET EAST OF A T FENCE CORNER.
 LH1254'IT IS STAMPED JUNIATA NO 1 1951 AND PROJECTS 4 INCHES.
 LH1254'
 LH1254'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE 34 FEET
 LH1254'EAST FROM THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.  IT IS
 LH1254'STAMPED JUNIATA NO 2 1951 AND PROJECTS 4 INCHES.
 LH1254'
 LH1254'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1254'IS 59.6 FEET.
 LH1254'
 LH1254'THE AZIMUTH MARK IS LOCATED 36 FEET SOUTH FROM THE CENTER OF AN
 LH1254'EAST-WEST DIRT ROAD, 2 FEET EAST FROM A POWER LINE POLE NUMBERED
 LH1254'Z153 AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED JUNIATA
 LH1254'1951 AND PROJECTS 3 INCHES.
 LH1254'
 LH1254'TO REACH THE STATION FROM THE POST OFFICE IN JUNIATA, GO SOUTH ON
 LH1254'A HARD SURFACED ROAD FOR 1.7 MILES TO U.S. HIGHWAY 6.  TURN RIGHT
 LH1254'AND GO WEST ON U.S. HIGHWAY 6 FOR 1.55 MILES TO A CROSSROAD, TURN
 LH1254'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO THE STATION
 LH1254'ON THE LEFT AS DESCRIBED.
 LH1254'
 LH1254'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 LH1254'ROAD FOR 45 YARDS TO A CROSSROAD, TURN LEFT AND GO WEST ON A DIRT
 LH1254'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1253 ***********************************************************************
 LH1253  DESIGNATION -  JUNIATA PUBLIC SCHOOL BELFRY
 LH1253  PID         -  LH1253
 LH1253  STATE/COUNTY-  NE/ADAMS
 LH1253  COUNTRY     -  US
 LH1253  USGS QUAD   -  JUNIATA (2017)
 LH1253
 LH1253                         *CURRENT SURVEY CONTROL
 LH1253  ______________________________________________________________________
 LH1253* NAD 83(1995) POSITION- 40 35 18.79974(N) 098 30 05.80512(W)   ADJUSTED
 LH1253  ______________________________________________________________________
 LH1253  GEOID HEIGHT    -        -25.194 (meters)                     GEOID18
 LH1253  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 LH1253  HORZ ORDER      -  THIRD
 LH1253
 LH1253.The horizontal coordinates were established by classical geodetic methods
 LH1253.and adjusted by the National Geodetic Survey in August 1997.
 LH1253
 LH1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1253.GEOID18 height accuracy estimate available here.
 LH1253
 LH1253.Click photographs - Photos may exist for this station.
 LH1253
 LH1253.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1253
 LH1253. The following values were computed from the NAD 83(1995) position.
 LH1253
 LH1253;                    North         East     Units Scale Factor Converg.
 LH1253;SPC NE       -    84,950.953   626,814.247   MT  0.99978564   +0 59 34.7
 LH1253;SPC NE       -   278,709.92  2,056,473.08   sFT  0.99978564   +0 59 34.7
 LH1253;UTM  14      - 4,493,203.796   542,174.794   MT  0.99962189   +0 19 27.4
 LH1253
 LH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4217493203(NAD 83)
 LH1253
 LH1253                          SUPERSEDED SURVEY CONTROL
 LH1253
 LH1253  NAD 83(1986)-  40 35 18.80694(N)    098 30 05.80454(W) AD(       ) 3
 LH1253  NAD 27      -  40 35 18.74900(N)    098 30 04.57800(W) AD(       ) 3
 LH1253  USSD        -  40 35 18.81000(N)    098 30 04.58000(W) AD(       ) 3
 LH1253
 LH1253.Superseded values are not recommended for survey control.
 LH1253
 LH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1253.See file dsdata.pdf to determine how the superseded data were derived.
 LH1253
 LH1253_MARKER: 86 = CUPOLA
 LH1253
 LH1253  HISTORY     - Date     Condition        Report By
 LH1253  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1253  HISTORY     - 1935     GOOD             CGS
 LH1253  HISTORY     - 1951     GOOD             CGS
 LH1253
 LH1253                          STATION DESCRIPTION
 LH1253
 LH1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1253'THE ORIGINAL SCHOOL BUILDING (ERECTED 1896) IS STILL STANDING
 LH1253'AND THE CUPOLA IS UNCHANGED, ALTHOUGH AN ADDITION HAS BEEN
 LH1253'BUILT ON THE NORTH SIDE.
 LH1253
 LH1253                          STATION RECOVERY (1951)
 LH1253
 LH1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1253'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF JUNIATA AND
 LH1253'ABOUT 100 FEET EAST OF A NORTH-SOUTH STREET.  IT IS A SPIRE SHAPED
 LH1253'BELFRY LOCATED AT THE WEST END OF THE SCHOOL HOUSE AND HAS AN
 LH1253'OVERALL HEIGHT OF ABOUT 65 FEET.
 LH1253'
 LH1253'THE APEX OF THE SPIRE SHAPED BELFRY WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4125 ***********************************************************************
 AB4125  CBN         -  This is a Cooperative Base Network Control Station.
 AB4125  PACS        -  This is a Primary Airport Control Station.
 AB4125  DESIGNATION -  JYR A
 AB4125  PID         -  AB4125
 AB4125  STATE/COUNTY-  NE/YORK
 AB4125  COUNTRY     -  US
 AB4125  USGS QUAD   -  YORK NORTH (2017)
 AB4125
 AB4125                         *CURRENT SURVEY CONTROL
 AB4125  ______________________________________________________________________
 AB4125* NAD 83(2011) POSITION- 40 53 53.19444(N) 097 37 00.50929(W)   ADJUSTED
 AB4125* NAD 83(2011) ELLIP HT-   481.931 (meters)        (06/27/12)   ADJUSTED
 AB4125* NAD 83(2011) EPOCH   -  2010.00
 AB4125* NAVD 88 ORTHO HEIGHT -   508.17  (meters)     1667.2   (feet) GPS OBS
 AB4125  ______________________________________________________________________
 AB4125  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4125  GEOID HEIGHT    -        -26.182 (meters)                     GEOID93
 AB4125  GEOID HEIGHT    -        -26.246 (meters)                     GEOID18
 AB4125  NAD 83(2011) X  -   -639,986.908 (meters)                     COMP
 AB4125  NAD 83(2011) Y  - -4,785,768.986 (meters)                     COMP
 AB4125  NAD 83(2011) Z  -  4,154,192.419 (meters)                     COMP
 AB4125  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 AB4125
 AB4125  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4125  Standards:
 AB4125         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4125            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4125  -------------------------------------------------------------------
 AB4125  NETWORK    0.41   1.06           0.19   0.13   0.54      0.01224777
 AB4125  -------------------------------------------------------------------
 AB4125  Click here for local accuracies and other accuracy information.
 AB4125
 AB4125.This mark is at York Municipal Airport (JYR)
 AB4125
 AB4125.The horizontal coordinates were established by GPS observations
 AB4125.and adjusted by the National Geodetic Survey in June 2012.
 AB4125
 AB4125.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4125.been affixed to the stable North American tectonic plate. See 
 AB4125.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4125
 AB4125.The horizontal coordinates are valid at the epoch date displayed above
 AB4125.which is a decimal equivalence of Year/Month/Day.
 AB4125
 AB4125.The orthometric height was determined by GPS observations and a
 AB4125.high-resolution geoid model.
 AB4125
 AB4125.GPS derived orthometric heights for airport stations designated as
 AB4125.PACS or SACS are published to 2 decimal places.  This maintains
 AB4125.centimeter relative accuracy between the PACS and SACS.  It does
 AB4125.not indicate centimeter accuracy relative to other marks which are
 AB4125.part of the published vertical control network.
 AB4125
 AB4125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4125.GEOID18 height accuracy estimate available here.
 AB4125
 AB4125.Click photographs - Photos may exist for this station.
 AB4125
 AB4125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4125
 AB4125.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4125
 AB4125.The ellipsoidal height was determined by GPS observations
 AB4125.and is referenced to NAD 83.
 AB4125
 AB4125. The following values were computed from the NAD 83(2011) position.
 AB4125
 AB4125;                    North         East     Units Scale Factor Converg.
 AB4125;SPC NE       -   120,985.793   700,735.982   MT  0.99971445   +1 34 45.6
 AB4125;SPC NE       -   396,934.22  2,298,997.97   sFT  0.99971445   +1 34 45.6
 AB4125;UTM  14      - 4,528,367.206   616,509.149   MT  0.99976707   +0 54 20.5
 AB4125
 AB4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4125!SPC NE       -   0.99992441  x   0.99971445  =   0.99963888
 AB4125!UTM  14      -   0.99992441  x   0.99976707  =   0.99969150
 AB4125
 AB4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1650928367(NAD 83)
 AB4125
 AB4125                          SUPERSEDED SURVEY CONTROL
 AB4125
 AB4125  NAD 83(2007)-  40 53 53.19439(N)    097 37 00.50998(W) AD(2002.00) 0
 AB4125  ELLIP H (02/10/07)  481.954  (m)                       GP(2002.00)    
 AB4125  ELLIP H (07/10/01)  481.951  (m)                       GP(       ) 4 1
 AB4125  NAD 83(1995)-  40 53 53.19415(N)    097 37 00.50953(W) AD(       ) B
 AB4125  ELLIP H (06/25/96)  481.988  (m)                       GP(       ) 1 1
 AB4125
 AB4125.Superseded values are not recommended for survey control.
 AB4125
 AB4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4125.See file dsdata.pdf to determine how the superseded data were derived.
 AB4125
 AB4125_MARKER: F = FLANGE-ENCASED ROD
 AB4125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4125_STAMPING: JYR A 1995
 AB4125_MARK LOGO: NGS
 AB4125_PROJECTION: RECESSED 10 CENTIMETERS
 AB4125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4125+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2020
 AB4125_ROD/PIPE-DEPTH: 9.76 meters
 AB4125_SLEEVE-DEPTH  : 1 meters
 AB4125
 AB4125  HISTORY     - Date     Condition        Report By
 AB4125  HISTORY     - 1995     MONUMENTED       NGS
 AB4125  HISTORY     - 19970604 GOOD             NGS
 AB4125  HISTORY     - 20000605 GOOD             NEDR
 AB4125  HISTORY     - 20040415 GOOD             NDA
 AB4125  HISTORY     - 20060307 GOOD             NEDR
 AB4125  HISTORY     - 20070920 GOOD             INDIV
 AB4125  HISTORY     - 20200416 GOOD             NDOT
 AB4125
 AB4125                          STATION DESCRIPTION
 AB4125
 AB4125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4125'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRADSHAW, 2.0 MI
 AB4125'(3.2 KM) NORTHWEST OF YORK AND AT THE YORK MUNICIPAL AIRPORT NDB SITE
 AB4125'ON THE WEST EDGE OF THE AIRPORT PROPERTY.  OWNERSHIP--CITY OF YORK,
 AB4125'621 NEBRASKA AVENUE, YORK NE 68467.  AIRPORT MANAGER IS THE CITY
 AB4125'DIRECTOR OF PUBLIC WORKS, PHONE (402) 362-4407.
 AB4125'
 AB4125'TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4125'HIGHWAYS 81 AND 34 WEST ON THE NORTH SIDE OF YORK, GO WEST ON U.S.
 AB4125'HIGHWAY 34 FOR 1.25 MI (2.01 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 AB4125'NORTH ON A GRAVEL ROAD FOR 0.75 MI (1.21 KM) TO A LOCKED GATE TO THE
 AB4125'NDB SITE ON THE LEFT, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.05 MI
 AB4125'(0.08 KM) TO THE NORTHEAST CORNER OF A FENCED NDB SITE AND THE STATION
 AB4125'ON THE LEFT.  THE STATION IS 67.8 FT (20.7 M) EAST-NORTHEAST OF THE
 AB4125'MOST NORTHERLY NDB ANTENNA POLE, 52.2 FT (15.9 M) WEST OF THE ROAD
 AB4125'CENTER, 24.0 FT (7.3 M) SOUTHWEST OF A FENCE LINE CORNER POST, 17.6 FT
 AB4125'(5.4 M) WEST OF A FENCE LINE AND WITNESS POST AND 17.4 FT (5.3 M)
 AB4125'SOUTH OF A FENCE LINE.  NOTE--KEY FOR LOCKED GATE IS AVAILABLE AT THE
 AB4125'AIRPORT OFFICE.  THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4125'PRIMARY AIRPORT CONTROL STATION.
 AB4125
 AB4125                          STATION RECOVERY (1997)
 AB4125
 AB4125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4125'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AB4125'MANAGER IS THE CITY DIRECTOR OF PUBLIC WORKS
 AB4125'PHONE 402-363-2660.
 AB4125
 AB4125                          STATION RECOVERY (2000)
 AB4125
 AB4125'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4125'RECOVERED AS DESCRIBED.
 AB4125
 AB4125                          STATION RECOVERY (2004)
 AB4125
 AB4125'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 AB4125'RECOVERED AS DESCRIBED
 AB4125
 AB4125                          STATION RECOVERY (2006)
 AB4125
 AB4125'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (MLH)
 AB4125'CORRECTION FOR THE STATION DESCRIPTION. THE STATION IS LOCATED ON THE
 AB4125'EAST EDGE OF THE AIRPORT PROPERTY.
 AB4125
 AB4125                          STATION RECOVERY (2007)
 AB4125
 AB4125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JPH)
 AB4125'RECOVERY NOTE BY HWS CONSULTING GROUP 2007 (JPH)
 AB4125'THE STATION IS LOCATED ABOUT 2.00 MI (3.2 KM) NORTHWEST OF YORK, 0.50
 AB4125'
 AB4125'MI (0.8 KM) NORTH OF U.S. HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT,
 AB4125'NEAR RUNWAY END 35. OWNERSHIP-CITY OF YORK, 621 NEBRASKA AVENUE,
 AB4125'YORK, NE 68467. AIRPORT MANAGER IS THE CITY DIRECTOR OF PUBLIC WORKS,
 AB4125'
 AB4125'TELEPHONE 402-363-2600.
 AB4125'TO REACH THE STATION FROM THE RELOCATED INTERSECTION OF U.S. HIGHWAYS
 AB4125'
 AB4125'34 AND 81 ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 FOR
 AB4125'APPROX. 500 FT TO THE INTERSECTION OF U.S. HIGHWAY 34 AND GRAVEL ROAD
 AB4125'('L' ROAD), GO NORTH ON 'L' ROAD FOR 0.7MI (1.13 KM) TO A LOCKED GATE
 AB4125'TO THE NBD SITE ON THE LEFT.
 AB4125
 AB4125                          STATION RECOVERY (2020)
 AB4125
 AB4125'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2020 (BO)
 AB4125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0023 ***********************************************************************
 LH0023  DESIGNATION -  K
 LH0023  PID         -  LH0023
 LH0023  STATE/COUNTY-  NE/ADAMS
 LH0023  COUNTRY     -  US
 LH0023  USGS QUAD   -  HASTINGS WEST (2017)
 LH0023
 LH0023                         *CURRENT SURVEY CONTROL
 LH0023  ______________________________________________________________________
 LH0023* NAD 83(1986) POSITION- 40 35 14.     (N) 098 23 17.     (W)   SCALED
 LH0023* NAVD 88 ORTHO HEIGHT -   588.579 (meters)     1931.03  (feet) ADJUSTED
 LH0023  ______________________________________________________________________
 LH0023  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 LH0023  DYNAMIC HEIGHT  -        588.250 (meters)     1929.95  (feet) COMP
 LH0023  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 LH0023
 LH0023  VERT ORDER      -  FIRST     CLASS II
 LH0023
 LH0023.The horizontal coordinates were scaled from a map and have
 LH0023.an estimated accuracy of +/- 6 seconds.
 LH0023
 LH0023.The orthometric height was determined by differential leveling and
 LH0023.adjusted by the NATIONAL GEODETIC SURVEY
 LH0023.in June 1991.
 LH0023
 LH0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0023.GEOID18 height accuracy estimate available here.
 LH0023
 LH0023.Click photographs - Photos may exist for this station.
 LH0023
 LH0023.The dynamic height is computed by dividing the NAVD 88
 LH0023.geopotential number by the normal gravity value computed on the
 LH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0023.degrees latitude (g = 980.6199 gals.).
 LH0023
 LH0023.The modeled gravity was interpolated from observed gravity values.
 LH0023
 LH0023;                    North         East    Units  Estimated Accuracy
 LH0023;SPC NE       -    84,980.      636,430.      MT  (+/- 180 meters Scaled)
 LH0023
 LH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK517931(NAD 83)
 LH0023
 LH0023                          SUPERSEDED SURVEY CONTROL
 LH0023
 LH0023  NGVD 29 (??/??/92)  588.349  (m)         1930.28   (f) ADJ UNCH    1 2
 LH0023
 LH0023.Superseded values are not recommended for survey control.
 LH0023
 LH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0023.See file dsdata.pdf to determine how the superseded data were derived.
 LH0023
 LH0023_MARKER: H = DRILL HOLE
 LH0023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH0023_SP_SET: STONE RAILING
 LH0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0023
 LH0023  HISTORY     - Date     Condition        Report By
 LH0023  HISTORY     - 1899     MONUMENTED       CGS
 LH0023  HISTORY     - 1947     GOOD             CGS
 LH0023  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0023  HISTORY     - 20150811 MARK NOT FOUND   GEOCAC
 LH0023
 LH0023                          STATION DESCRIPTION
 LH0023
 LH0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0023'AT HASTINGS.
 LH0023'AT HASTINGS, ADAMS COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 LH0023'SOUTH STEPS, AND ON THE TOP OF THE WEST COPING OF THE STONE
 LH0023'RAILING.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS
 LH0023'USBM.
 LH0023
 LH0023                          STATION RECOVERY (1991)
 LH0023
 LH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0023'THE DESCRIBED AREA IS UNDER CONSTRUCTION.  ASSUMED DESTROYED.
 LH0023
 LH0023                          STATION RECOVERY (2015)
 LH0023
 LH0023'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH0023'THE BUILDING DESCRIBED WAS DEMOLISHED AND THE MARK ASSUMED TO BE
 LH0023'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0166 ***********************************************************************
 MN0166  DESIGNATION -  K 10
 MN0166  PID         -  MN0166
 MN0166  STATE/COUNTY-  NE/MORRILL
 MN0166  COUNTRY     -  US
 MN0166  USGS QUAD   -  ANGORA NE (2017)
 MN0166
 MN0166                         *CURRENT SURVEY CONTROL
 MN0166  ______________________________________________________________________
 MN0166* NAD 83(1986) POSITION- 41 54 55.     (N) 103 03 20.     (W)   SCALED
 MN0166* NAVD 88 ORTHO HEIGHT -  1282.578 (meters)     4207.92  (feet) ADJUSTED
 MN0166  ______________________________________________________________________
 MN0166  GEOID HEIGHT    -        -18.996 (meters)                     GEOID18
 MN0166  DYNAMIC HEIGHT  -       1281.778 (meters)     4205.30  (feet) COMP
 MN0166  MODELED GRAVITY -    979,953.5   (mgal)                       NAVD 88
 MN0166
 MN0166  VERT ORDER      -  FIRST     CLASS II
 MN0166
 MN0166.The horizontal coordinates were scaled from a map and have
 MN0166.an estimated accuracy of +/- 6 seconds.
 MN0166
 MN0166.The orthometric height was determined by differential leveling and
 MN0166.adjusted by the NATIONAL GEODETIC SURVEY
 MN0166.in June 1991.
 MN0166
 MN0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0166.GEOID18 height accuracy estimate available here.
 MN0166
 MN0166.Click photographs - Photos may exist for this station.
 MN0166
 MN0166.The dynamic height is computed by dividing the NAVD 88
 MN0166.geopotential number by the normal gravity value computed on the
 MN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0166.degrees latitude (g = 980.6199 gals.).
 MN0166
 MN0166.The modeled gravity was interpolated from observed gravity values.
 MN0166
 MN0166;                    North         East    Units  Estimated Accuracy
 MN0166;SPC NE       -   235,630.      246,640.      MT  (+/- 180 meters Scaled)
 MN0166
 MN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG612421(NAD 83)
 MN0166
 MN0166                          SUPERSEDED SURVEY CONTROL
 MN0166
 MN0166  NGVD 29 (??/??/92) 1281.949  (m)         4205.86   (f) ADJ UNCH    1 2
 MN0166
 MN0166.Superseded values are not recommended for survey control.
 MN0166
 MN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0166.See file dsdata.pdf to determine how the superseded data were derived.
 MN0166
 MN0166_MARKER: DB = BENCH MARK DISK
 MN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0166_STAMPING: K 10 1933 4205.658
 MN0166_MARK LOGO: CGS
 MN0166_PROJECTION: RECESSED 2 CENTIMETERS
 MN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0166+STABILITY: SURFACE MOTION
 MN0166
 MN0166  HISTORY     - Date     Condition        Report By
 MN0166  HISTORY     - 1933     MONUMENTED       CGS
 MN0166  HISTORY     - 1956     GOOD             CGS
 MN0166  HISTORY     - 1985     GOOD             NGS
 MN0166
 MN0166                          STATION DESCRIPTION
 MN0166
 MN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0166'5.8 MI NE FROM ANGORA.
 MN0166'5.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0166'RAILROAD FROM THE STATION AT ANGORA, AT A PRIVATE ROAD CROSSING,
 MN0166'18.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 24.4 FEET EAST OF THE
 MN0166'2ND POLE SOUTHWEST OF MILEPOST 16, 18 FEET SOUTHWEST OF THE
 MN0166'CENTER LINE OF A PRIVATE ROAD, 1.5 FEET NORTHEAST OF A WITNESS
 MN0166'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MN0166'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 31, TOWNSHIP 23 NORTH,
 MN0166'RANGE 49 WEST.
 MN0166
 MN0166                          STATION RECOVERY (1985)
 MN0166
 MN0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0166'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0166'MI) EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT ANGORA, THENCE 9.17
 MN0166'KM (5.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD, AT A
 MN0166'PRIVATE ROAD CROSSING, 5.58 METERS (18.3 FT) NORTHWEST OF THE
 MN0166'NORTHWEST RAIL, 39.6 METERS (130 FT) SOUTHEAST OF THE CENTER OF US
 MN0166'HIGHWAY 385, 62.4 METERS (204.5 FT) SOUTHWEST OF MILEPOLE 16,
 MN0166'46.1 METERS (151.2 FT) NORTHEAST OF THE FIRST POWER POLE SOUTHWEST OF
 MN0166'THE ROAD CROSSING, 6.1 METERS (20 FT) SOUTHWEST OF THE CENTER OF THE
 MN0166'ROAD AND 1.7 METERS (5.6 FT) WEST OF A STOP SIGN.
 MN0166'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MN0166'THE MARK IS 0.4 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0361 ***********************************************************************
 NP0361  DESIGNATION -  K 11
 NP0361  PID         -  NP0361
 NP0361  STATE/COUNTY-  NE/BOX BUTTE
 NP0361  COUNTRY     -  US
 NP0361  USGS QUAD   -  MARSLAND (2017)
 NP0361
 NP0361                         *CURRENT SURVEY CONTROL
 NP0361  ______________________________________________________________________
 NP0361* NAD 83(1986) POSITION- 42 25 42.     (N) 103 15 26.     (W)   SCALED
 NP0361* NAVD 88 ORTHO HEIGHT -  1290.341 (meters)     4233.39  (feet) ADJUSTED
 NP0361  ______________________________________________________________________
 NP0361  GEOID HEIGHT    -        -18.127 (meters)                     GEOID18
 NP0361  DYNAMIC HEIGHT  -       1289.571 (meters)     4230.87  (feet) COMP
 NP0361  MODELED GRAVITY -    979,980.0   (mgal)                       NAVD 88
 NP0361
 NP0361  VERT ORDER      -  FIRST     CLASS II
 NP0361
 NP0361.The horizontal coordinates were scaled from a map and have
 NP0361.an estimated accuracy of +/- 6 seconds.
 NP0361
 NP0361.The orthometric height was determined by differential leveling and
 NP0361.adjusted by the NATIONAL GEODETIC SURVEY
 NP0361.in June 1991.
 NP0361
 NP0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0361.GEOID18 height accuracy estimate available here.
 NP0361
 NP0361.Click photographs - Photos may exist for this station.
 NP0361
 NP0361.The dynamic height is computed by dividing the NAVD 88
 NP0361.geopotential number by the normal gravity value computed on the
 NP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0361.degrees latitude (g = 980.6199 gals.).
 NP0361
 NP0361.The modeled gravity was interpolated from observed gravity values.
 NP0361
 NP0361;                    North         East    Units  Estimated Accuracy
 NP0361;SPC NE       -   293,170.      232,070.      MT  (+/- 180 meters Scaled)
 NP0361
 NP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG433988(NAD 83)
 NP0361
 NP0361                          SUPERSEDED SURVEY CONTROL
 NP0361
 NP0361  NGVD 29 (??/??/92) 1289.667  (m)         4231.18   (f) ADJ UNCH    1 2
 NP0361
 NP0361.Superseded values are not recommended for survey control.
 NP0361
 NP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0361.See file dsdata.pdf to determine how the superseded data were derived.
 NP0361
 NP0361_MARKER: DB = BENCH MARK DISK
 NP0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0361_STAMPING: K 11 1933 4230.858
 NP0361_MARK LOGO: CGS
 NP0361_PROJECTION: RECESSED 24 CENTIMETERS
 NP0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0361+STABILITY: SURFACE MOTION
 NP0361
 NP0361  HISTORY     - Date     Condition        Report By
 NP0361  HISTORY     - 1933     MONUMENTED       CGS
 NP0361  HISTORY     - 1956     GOOD             CGS
 NP0361  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0361
 NP0361                          STATION DESCRIPTION
 NP0361
 NP0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0361'3.9 MI E FROM MARSLAND.
 NP0361'3.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0361'FROM THE STATION SIGN AT MARSLAND, 13 POLES EAST OF MILEPOST
 NP0361'397, AT A ROAD CROSSING, 45 FEET SOUTH OF THE SOUTH RAIL, 21 FEET
 NP0361'WEST OF THE CENTER LINE OF A ROAD, 4.3 FEET NORTH OF A FENCE,
 NP0361'0.8 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0361'WHICH IS 0.8 FOOT BELOW THE TOP OF THE GROUND, IN SECTION 3,
 NP0361'TOWNSHIP 28 NORTH, RANGE 51 WEST.
 NP0361
 NP0361                          STATION RECOVERY (1985)
 NP0361
 NP0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0361'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0705 ***********************************************************************
 ML0705  DESIGNATION -  K 116
 ML0705  PID         -  ML0705
 ML0705  STATE/COUNTY-  NE/CUSTER
 ML0705  COUNTRY     -  US
 ML0705  USGS QUAD   -  ANSLEY SE (2017)
 ML0705
 ML0705                         *CURRENT SURVEY CONTROL
 ML0705  ______________________________________________________________________
 ML0705* NAD 83(1986) POSITION- 41 16 42.     (N) 099 16 48.     (W)   SCALED
 ML0705* NAVD 88 ORTHO HEIGHT -   709.257 (meters)     2326.95  (feet) ADJUSTED
 ML0705  ______________________________________________________________________
 ML0705  GEOID HEIGHT    -        -23.490 (meters)                     GEOID18
 ML0705  DYNAMIC HEIGHT  -        708.880 (meters)     2325.72  (feet) COMP
 ML0705  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 ML0705
 ML0705  VERT ORDER      -  SECOND    CLASS 0
 ML0705
 ML0705.The horizontal coordinates were scaled from a map and have
 ML0705.an estimated accuracy of +/- 6 seconds.
 ML0705
 ML0705.The orthometric height was determined by differential leveling and
 ML0705.adjusted by the NATIONAL GEODETIC SURVEY
 ML0705.in June 1991.
 ML0705
 ML0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0705.GEOID18 height accuracy estimate available here.
 ML0705
 ML0705.Click photographs - Photos may exist for this station.
 ML0705
 ML0705.The dynamic height is computed by dividing the NAVD 88
 ML0705.geopotential number by the normal gravity value computed on the
 ML0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0705.degrees latitude (g = 980.6199 gals.).
 ML0705
 ML0705.The modeled gravity was interpolated from observed gravity values.
 ML0705
 ML0705;                    North         East    Units  Estimated Accuracy
 ML0705;SPC NE       -   160,680.      560,300.      MT  (+/- 180 meters Scaled)
 ML0705
 ML0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML765696(NAD 83)
 ML0705
 ML0705                          SUPERSEDED SURVEY CONTROL
 ML0705
 ML0705  NGVD 29 (??/??/92)  709.010  (m)         2326.14   (f) ADJ UNCH    2 0
 ML0705
 ML0705.Superseded values are not recommended for survey control.
 ML0705
 ML0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0705.See file dsdata.pdf to determine how the superseded data were derived.
 ML0705
 ML0705_MARKER: DB = BENCH MARK DISK
 ML0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0705_STAMPING: K 116 1934
 ML0705_MARK LOGO: CGS
 ML0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0705+STABILITY: SURFACE MOTION
 ML0705
 ML0705  HISTORY     - Date     Condition        Report By
 ML0705  HISTORY     - 1934     MONUMENTED       CGS
 ML0705  HISTORY     - 1950     GOOD             USGS
 ML0705  HISTORY     - 20100407 MARK NOT FOUND   NEGS
 ML0705
 ML0705                          STATION DESCRIPTION
 ML0705
 ML0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0705'5.8 MI SE FROM ANSLEY.
 ML0705'5.8 MILES SOUTHEAST OF POST OFFICE BY HIGHWAY.  ALONG NEBRASKA
 ML0705'STATE HIGHWAY NUMBER 92 BETWEEN ANSLEY AND LOUP CITY, 240 FEET
 ML0705'EAST OF CENTER LINE OF CROSS ROAD.  32 FEET SOUTH OF CENTER
 ML0705'LINE OF HIGHWAY 16, 10 FEET WEST OF POWER LINE POLE, AND 3 FEET
 ML0705'NORTH OF RIGHT OF WAY FENCE.
 ML0705
 ML0705                          STATION RECOVERY (1950)
 ML0705
 ML0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ML0705'RECOVERED IN GOOD CONDITION.
 ML0705
 ML0705                          STATION RECOVERY (2010)
 ML0705
 ML0705'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0705'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0706 ***********************************************************************
 ML0706  DESIGNATION -  K 116 RESET
 ML0706  PID         -  ML0706
 ML0706  STATE/COUNTY-  NE/CUSTER
 ML0706  COUNTRY     -  US
 ML0706  USGS QUAD   -  ANSLEY SE (2017)
 ML0706
 ML0706                         *CURRENT SURVEY CONTROL
 ML0706  ______________________________________________________________________
 ML0706* NAD 83(1986) POSITION- 41 16 42.     (N) 099 16 49.     (W)   SCALED
 ML0706* NAVD 88 ORTHO HEIGHT -   709.85  (meters)     2328.9   (feet) RESET
 ML0706  ______________________________________________________________________
 ML0706  GEOID HEIGHT    -        -23.490 (meters)                     GEOID18
 ML0706  VERT ORDER      -  THIRD
 ML0706
 ML0706.The horizontal coordinates were scaled from a map and have
 ML0706.an estimated accuracy of +/- 6 seconds.
 ML0706
 ML0706.The orthometric height was computed from unverified reset data.
 ML0706
 ML0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0706.GEOID18 height accuracy estimate available here.
 ML0706
 ML0706.Click photographs - Photos may exist for this station.
 ML0706
 ML0706;                    North         East    Units  Estimated Accuracy
 ML0706;SPC NE       -   160,680.      560,280.      MT  (+/- 180 meters Scaled)
 ML0706
 ML0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML765696(NAD 83)
 ML0706
 ML0706                          SUPERSEDED SURVEY CONTROL
 ML0706
 ML0706  NGVD 29 (??/??/??)  709.60   (m)         2328.1    (f) RESET       3  
 ML0706
 ML0706.Superseded values are not recommended for survey control.
 ML0706
 ML0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0706.See file dsdata.pdf to determine how the superseded data were derived.
 ML0706
 ML0706_MARKER: DB = BENCH MARK DISK
 ML0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0706_STAMPING: K 116 RESET 1959
 ML0706_MARK LOGO: CGS
 ML0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0706+STABILITY: SURFACE MOTION
 ML0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0706+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 ML0706
 ML0706  HISTORY     - Date     Condition        Report By
 ML0706  HISTORY     - 1959     MONUMENTED       NEDR
 ML0706  HISTORY     - 1960     GOOD             CGS
 ML0706  HISTORY     - 20100407 GOOD             NEGS
 ML0706
 ML0706                          STATION DESCRIPTION
 ML0706
 ML0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ML0706'5.8 MI E FROM ANSLEY.
 ML0706'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 92 FROM THE INTERSECTION
 ML0706'OF MAIN STREET OF ANSLEY, AND HIGHWAY NO. 92, ABOUT 240 FEET
 ML0706'EAST OF INTERSECTION OF COUNTY ROAD, 79 FEET NORTH OF THE
 ML0706'CENTERLINE OF THE HIGHWAY, 159 FEET NORTHWEST FROM NORTHWEST
 ML0706'CORNER OF THE NORTH CONCRETE HEADWALL ON A CULVERT, 22 FEET
 ML0706'WEST AND 4 FEET SOUTH OF A TELEPHONE POLE AND SET IN THE TOP OF
 ML0706'A CONCRETE POST EXTENDING 0.2 FOOT ABOVE THE GROUND.
 ML0706
 ML0706                          STATION RECOVERY (2010)
 ML0706
 ML0706'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0706'DESCRIBED BY THE NEBRASKA GEODETIC SURVEY 2010
 ML0706'FROM THE CUSTER/SHERMAN COUNTY LINE ON
 ML0706'NEBRASKA HIGHWAY 92 GO WEST ON HIGHWAY 92 FOR 3.97 MILES TO MILE POST
 ML0706'304+84 AND THE MARK 240 FEET EAST OF COUNTY ROAD 458, 79 FEET NORTH OF
 ML0706'THE HIGHWAY CENTERLINE, 6.8 FEET SOUTH OF THE RIGHT OF WAY FENCE, 15.9
 ML0706'FEET SOUTHWEST OF A NAIL IN THE TOP OF A FENCE POST, 29.7 FEET EAST OF
 ML0706'A NAIL IN 10 INCH BLAZED ASH TREE, 0.8 FOOT SOUTH OF A FIBERGLASS
 ML0706'WITNESS POST AND 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0264 ***********************************************************************
 ML0264  DESIGNATION -  K 117
 ML0264  PID         -  ML0264
 ML0264  STATE/COUNTY-  NE/HOWARD
 ML0264  COUNTRY     -  US
 ML0264  USGS QUAD   -  SAINT PAUL (2017)
 ML0264
 ML0264                         *CURRENT SURVEY CONTROL
 ML0264  ______________________________________________________________________
 ML0264* NAD 83(1986) POSITION- 41 12 44.     (N) 098 27 11.     (W)   SCALED
 ML0264* NAVD 88 ORTHO HEIGHT -   547.378 (meters)     1795.86  (feet) ADJUSTED
 ML0264  ______________________________________________________________________
 ML0264  GEOID HEIGHT    -        -24.665 (meters)                     GEOID18
 ML0264  DYNAMIC HEIGHT  -        547.102 (meters)     1794.95  (feet) COMP
 ML0264  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 ML0264
 ML0264  VERT ORDER      -  SECOND    CLASS 0
 ML0264
 ML0264.The horizontal coordinates were scaled from a map and have
 ML0264.an estimated accuracy of +/- 6 seconds.
 ML0264
 ML0264.The orthometric height was determined by differential leveling and
 ML0264.adjusted by the NATIONAL GEODETIC SURVEY
 ML0264.in June 1991.
 ML0264
 ML0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0264.GEOID18 height accuracy estimate available here.
 ML0264
 ML0264.Click photographs - Photos may exist for this station.
 ML0264
 ML0264.The dynamic height is computed by dividing the NAVD 88
 ML0264.geopotential number by the normal gravity value computed on the
 ML0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0264.degrees latitude (g = 980.6199 gals.).
 ML0264
 ML0264.The modeled gravity was interpolated from observed gravity values.
 ML0264
 ML0264;                    North         East    Units  Estimated Accuracy
 ML0264;SPC NE       -   154,250.      629,690.      MT  (+/- 180 meters Scaled)
 ML0264
 ML0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458624(NAD 83)
 ML0264
 ML0264                          SUPERSEDED SURVEY CONTROL
 ML0264
 ML0264  NGVD 29 (??/??/92)  547.132  (m)         1795.05   (f) ADJ UNCH    2 0
 ML0264
 ML0264.Superseded values are not recommended for survey control.
 ML0264
 ML0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0264.See file dsdata.pdf to determine how the superseded data were derived.
 ML0264
 ML0264_MARKER: DB = BENCH MARK DISK
 ML0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0264_STAMPING: K 117 1935
 ML0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0264+STABILITY: SURFACE MOTION
 ML0264
 ML0264  HISTORY     - Date     Condition        Report By
 ML0264  HISTORY     - 1935     MONUMENTED       CGS
 ML0264  HISTORY     - 1949     GOOD             CGS
 ML0264  HISTORY     - 20100601 MARK NOT FOUND   NEGS
 ML0264
 ML0264                          STATION DESCRIPTION
 ML0264
 ML0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0264'AT ST PAUL.
 ML0264'AT ST. PAUL, HOWARD COUNTY, 122 FEET SOUTHWEST OF THE SOUTHWEST
 ML0264'CORNER OF THE UNION PACIFIC RAILROAD STATION, AT THE SOUTHEAST
 ML0264'CORNER OF A PARK, 92.3 FEET WEST OF THE WEST RAIL OF THE MAIN
 ML0264'TRACK, AND 4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 ML0264'K 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0264
 ML0264                          STATION RECOVERY (2010)
 ML0264
 ML0264'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0077 ***********************************************************************
 ML0077  DESIGNATION -  K 118
 ML0077  PID         -  ML0077
 ML0077  STATE/COUNTY-  NE/GREELEY
 ML0077  COUNTRY     -  US
 ML0077  USGS QUAD   -  SPALDING SE (2017)
 ML0077
 ML0077                         *CURRENT SURVEY CONTROL
 ML0077  ______________________________________________________________________
 ML0077* NAD 83(1986) POSITION- 41 32 45.     (N) 098 22 05.     (W)   SCALED
 ML0077* NAVD 88 ORTHO HEIGHT -   647.247 (meters)     2123.51  (feet) ADJUSTED
 ML0077  ______________________________________________________________________
 ML0077  GEOID HEIGHT    -        -24.479 (meters)                     GEOID18
 ML0077  DYNAMIC HEIGHT  -        646.941 (meters)     2122.51  (feet) COMP
 ML0077  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 ML0077
 ML0077  VERT ORDER      -  SECOND    CLASS 0
 ML0077
 ML0077.The horizontal coordinates were scaled from a map and have
 ML0077.an estimated accuracy of +/- 6 seconds.
 ML0077
 ML0077.The orthometric height was determined by differential leveling and
 ML0077.adjusted by the NATIONAL GEODETIC SURVEY
 ML0077.in June 1991.
 ML0077
 ML0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0077.GEOID18 height accuracy estimate available here.
 ML0077
 ML0077.Click photographs - Photos may exist for this station.
 ML0077
 ML0077.The dynamic height is computed by dividing the NAVD 88
 ML0077.geopotential number by the normal gravity value computed on the
 ML0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0077.degrees latitude (g = 980.6199 gals.).
 ML0077
 ML0077.The modeled gravity was interpolated from observed gravity values.
 ML0077
 ML0077;                    North         East    Units  Estimated Accuracy
 ML0077;SPC NE       -   191,420.      636,110.      MT  (+/- 180 meters Scaled)
 ML0077
 ML0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL527995(NAD 83)
 ML0077
 ML0077                          SUPERSEDED SURVEY CONTROL
 ML0077
 ML0077  NGVD 29 (??/??/92)  647.012  (m)         2122.74   (f) ADJ UNCH    2 0
 ML0077
 ML0077.Superseded values are not recommended for survey control.
 ML0077
 ML0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0077.See file dsdata.pdf to determine how the superseded data were derived.
 ML0077
 ML0077_MARKER: DB = BENCH MARK DISK
 ML0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0077_STAMPING: K 118 1935
 ML0077_MARK LOGO: CGS
 ML0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0077+STABILITY: SURFACE MOTION
 ML0077
 ML0077  HISTORY     - Date     Condition        Report By
 ML0077  HISTORY     - 1935     MONUMENTED       CGS
 ML0077
 ML0077                          STATION DESCRIPTION
 ML0077
 ML0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0077'9.4 MI S FROM SPALDING.
 ML0077'9.4 MILES SOUTH OF POST OFFICE.  10.0 MI S OF UP RY STA.  ALONG
 ML0077'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, 0.5 MILES
 ML0077'NORTH OF JUNCTION WITH STATE HIGHWAY NO. 56, ABOUT 300 FEET
 ML0077'NORTH OF THE TOP OF HILL, 32.3 FEET SOUTH OF T ROAD, 31.6 FEET
 ML0077'EAST OF THE CENTER LINE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0076 ***********************************************************************
 MM0076  DESIGNATION -  K 119
 MM0076  PID         -  MM0076
 MM0076  STATE/COUNTY-  NE/CUSTER
 MM0076  COUNTRY     -  US
 MM0076  USGS QUAD   -  ODENCRANZE TABLE NORTH (2017)
 MM0076
 MM0076                         *CURRENT SURVEY CONTROL
 MM0076  ______________________________________________________________________
 MM0076* NAD 83(1986) POSITION- 41 08 26.7    (N) 100 11 56.7    (W)   HD_HELD2
 MM0076* NAVD 88 ORTHO HEIGHT -   900.598 (meters)     2954.71  (feet) ADJUSTED
 MM0076  ______________________________________________________________________
 MM0076  GEOID HEIGHT    -        -22.460 (meters)                     GEOID18
 MM0076  DYNAMIC HEIGHT  -        900.085 (meters)     2953.03  (feet) COMP
 MM0076  MODELED GRAVITY -    980,023.5   (mgal)                       NAVD 88
 MM0076
 MM0076  VERT ORDER      -  SECOND    CLASS 0
 MM0076
 MM0076.The horizontal coordinates were established by autonomous hand held GPS
 MM0076.observations and have an estimated accuracy of +/- 10 meters.
 MM0076
 MM0076.The orthometric height was determined by differential leveling and
 MM0076.adjusted by the NATIONAL GEODETIC SURVEY
 MM0076.in June 1991.
 MM0076
 MM0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0076.GEOID18 height accuracy estimate available here.
 MM0076
 MM0076.Click photographs - Photos may exist for this station.
 MM0076
 MM0076.The dynamic height is computed by dividing the NAVD 88
 MM0076.geopotential number by the normal gravity value computed on the
 MM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0076.degrees latitude (g = 980.6199 gals.).
 MM0076
 MM0076.The modeled gravity was interpolated from observed gravity values.
 MM0076
 MM0076;                    North         East    Units  Estimated Accuracy
 MM0076;SPC NE       -   145,176.      483,291.      MT  (+/- 10 meters HH2 GPS)
 MM0076
 MM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9936955074(NAD 83)
 MM0076
 MM0076                          SUPERSEDED SURVEY CONTROL
 MM0076
 MM0076  NGVD 29 (??/??/92)  900.325  (m)         2953.82   (f) ADJ UNCH    2 0
 MM0076
 MM0076.Superseded values are not recommended for survey control.
 MM0076
 MM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0076.See file dsdata.pdf to determine how the superseded data were derived.
 MM0076
 MM0076_MARKER: DB = BENCH MARK DISK
 MM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0076_STAMPING: K 119 1934
 MM0076_MARK LOGO: CGS
 MM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0076+STABILITY: SURFACE MOTION
 MM0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0076+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2010
 MM0076
 MM0076  HISTORY     - Date     Condition        Report By
 MM0076  HISTORY     - 1934     MONUMENTED       CGS
 MM0076  HISTORY     - 1939     GOOD             CGS
 MM0076  HISTORY     - 1970     GOOD             USGS
 MM0076  HISTORY     - 20101014 GOOD             INDIV
 MM0076
 MM0076                          STATION DESCRIPTION
 MM0076
 MM0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0076'16.1 MI N FROM GOTHENBURG.
 MM0076'IN CUSTER COUNTY, 16.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0076'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, AT A CURVE, 75
 MM0076'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY, AT THE
 MM0076'JUNCTION OF A LOCAL ROAD, 35 FEET WEST OF THE CENTERLINE OF THE
 MM0076'ROAD, AND 4 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE HIGHWAY.
 MM0076'A STANDARD DISK, STAMPED K 119 1934 AND SET IN THE TOP OF A
 MM0076'CONCRETE POST.  NOTE-- MARK MOVED SO OWNER OF PROP. COULD BUILD
 MM0076'DRIVEWAY.
 MM0076
 MM0076                          STATION RECOVERY (1970)
 MM0076
 MM0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0076'RECOVERED IN GOOD CONDITION.
 MM0076
 MM0076                          STATION RECOVERY (2010)
 MM0076
 MM0076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MM0076'FROM HWY 47 AND COUNTY ROAD 780 16 MILES NORTH OF GOTHENBURG, GO WEST
 MM0076'ROAD 410, BENCH MARK IS 100 FT. NORTH OF COUNTY ROAD 780, 20 FEET EAST
 MM0076'COUNTY ROAD 410, 1.0 FOOT NORTH OF BOTTOM STEEL WITNESS SIGN, 1.35
 MM0076'FEET WEST OF WEST CEMETERY FENCE, 36 FEET SOUTH OF WEST ENTRANCE TO
 MM0076'THE CEMETERY, DEPTH IS 0.65 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0010 ***********************************************************************
 LG0010  DESIGNATION -  K 12
 LG0010  PID         -  LG0010
 LG0010  STATE/COUNTY-  NE/OTOE
 LG0010  COUNTRY     -  US
 LG0010  USGS QUAD   -  DUNBAR (2017)
 LG0010
 LG0010                         *CURRENT SURVEY CONTROL
 LG0010  ______________________________________________________________________
 LG0010* NAD 83(1986) POSITION- 40 39 27.     (N) 096 07 21.     (W)   SCALED
 LG0010* NAVD 88 ORTHO HEIGHT -   355.749 (meters)     1167.15  (feet) ADJUSTED
 LG0010  ______________________________________________________________________
 LG0010  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 LG0010  DYNAMIC HEIGHT  -        355.566 (meters)     1166.55  (feet) COMP
 LG0010  MODELED GRAVITY -    980,103.0   (mgal)                       NAVD 88
 LG0010
 LG0010  VERT ORDER      -  FIRST     CLASS II
 LG0010
 LG0010.The horizontal coordinates were scaled from a map and have
 LG0010.an estimated accuracy of +/- 6 seconds.
 LG0010
 LG0010.The orthometric height was determined by differential leveling and
 LG0010.adjusted by the NATIONAL GEODETIC SURVEY
 LG0010.in June 1991.
 LG0010
 LG0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0010.GEOID18 height accuracy estimate available here.
 LG0010
 LG0010.Click photographs - Photos may exist for this station.
 LG0010
 LG0010.The dynamic height is computed by dividing the NAVD 88
 LG0010.geopotential number by the normal gravity value computed on the
 LG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0010.degrees latitude (g = 980.6199 gals.).
 LG0010
 LG0010.The modeled gravity was interpolated from observed gravity values.
 LG0010
 LG0010;                    North         East    Units  Estimated Accuracy
 LG0010;SPC NE       -    98,860.      827,730.      MT  (+/- 180 meters Scaled)
 LG0010
 LG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432047(NAD 83)
 LG0010
 LG0010                          SUPERSEDED SURVEY CONTROL
 LG0010
 LG0010  NGVD 29 (??/??/92)  355.627  (m)         1166.75   (f) ADJ UNCH    1 2
 LG0010
 LG0010.Superseded values are not recommended for survey control.
 LG0010
 LG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0010.See file dsdata.pdf to determine how the superseded data were derived.
 LG0010
 LG0010_MARKER: DB = BENCH MARK DISK
 LG0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0010_STAMPING: 1166.280 K 12 1933
 LG0010_MARK LOGO: CGS
 LG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0010+STABILITY: SURFACE MOTION
 LG0010
 LG0010  HISTORY     - Date     Condition        Report By
 LG0010  HISTORY     - 1933     MONUMENTED       CGS
 LG0010  HISTORY     - 1940     GOOD             CGS
 LG0010  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0010
 LG0010                          STATION DESCRIPTION
 LG0010
 LG0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0010'5.2 MI SE FROM SYRACUSE.
 LG0010'5.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0010'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 375 FEET
 LG0010'SOUTHWEST OF MILEPOST 22, 130 FEET SOUTHWEST OF THE CENTER OF A
 LG0010'DIRT ROAD CROSSING, 32.3 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LG0010'15.7 FEET NORTH OF A CONCRETE POST AT A FENCE CORNER, AND 3 FEET
 LG0010'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0010'1166.280 K 12 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0010'PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0010
 LG0010                          STATION RECOVERY (1991)
 LG0010
 LG0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0010'THE POST WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.  ASSUMED
 LG0010'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0022 ***********************************************************************
 MM0022  DESIGNATION -  K 120
 MM0022  PID         -  MM0022
 MM0022  STATE/COUNTY-  NE/LOGAN
 MM0022  COUNTRY     -  US
 MM0022  USGS QUAD   -  HOAGLAND (2017)
 MM0022
 MM0022                         *CURRENT SURVEY CONTROL
 MM0022  ______________________________________________________________________
 MM0022* NAD 83(1986) POSITION- 41 30 36.     (N) 100 20 25.     (W)   SCALED
 MM0022* NAVD 88 ORTHO HEIGHT -   859.952 (meters)     2821.36  (feet) ADJUSTED
 MM0022  ______________________________________________________________________
 MM0022  GEOID HEIGHT    -        -21.829 (meters)                     GEOID18
 MM0022  DYNAMIC HEIGHT  -        859.499 (meters)     2819.87  (feet) COMP
 MM0022  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 MM0022
 MM0022  VERT ORDER      -  SECOND    CLASS 0
 MM0022
 MM0022.The horizontal coordinates were scaled from a map and have
 MM0022.an estimated accuracy of +/- 6 seconds.
 MM0022
 MM0022.The orthometric height was determined by differential leveling and
 MM0022.adjusted by the NATIONAL GEODETIC SURVEY
 MM0022.in June 1991.
 MM0022
 MM0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0022.GEOID18 height accuracy estimate available here.
 MM0022
 MM0022.Click photographs - Photos may exist for this station.
 MM0022
 MM0022.The dynamic height is computed by dividing the NAVD 88
 MM0022.geopotential number by the normal gravity value computed on the
 MM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0022.degrees latitude (g = 980.6199 gals.).
 MM0022
 MM0022.The modeled gravity was interpolated from observed gravity values.
 MM0022
 MM0022;                    North         East    Units  Estimated Accuracy
 MM0022;SPC NE       -   186,210.      471,600.      MT  (+/- 180 meters Scaled)
 MM0022
 MM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL881962(NAD 83)
 MM0022
 MM0022                          SUPERSEDED SURVEY CONTROL
 MM0022
 MM0022  NGVD 29 (??/??/92)  859.680  (m)         2820.47   (f) ADJ UNCH    2 0
 MM0022
 MM0022.Superseded values are not recommended for survey control.
 MM0022
 MM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0022.See file dsdata.pdf to determine how the superseded data were derived.
 MM0022
 MM0022_MARKER: DB = BENCH MARK DISK
 MM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0022_STAMPING: K 120 1934
 MM0022_MARK LOGO: CGS
 MM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0022+STABILITY: SURFACE MOTION
 MM0022
 MM0022  HISTORY     - Date     Condition        Report By
 MM0022  HISTORY     - 1934     MONUMENTED       CGS
 MM0022  HISTORY     - 1972     GOOD             USGS
 MM0022  HISTORY     - 19850926 MARK NOT FOUND   USPSQD
 MM0022
 MM0022                          STATION DESCRIPTION
 MM0022
 MM0022'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MM0022'9.1 MI SE FROM STAPLETON.
 MM0022'ABOUT 9.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 MM0022'FROM THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.2 MILES
 MM0022'WEST OF MP 93, 284.5 FEET WEST OF WEST END OF TRESTLE, 116
 MM0022'FEET WEST OF CENTERLINE OF FIELD ENTRANCE AT RR, AND 39 FEET
 MM0022'NORTH OF NORTH RAIL.  A STANDARD DISK SET IN THE TOP OF A
 MM0022'CONCRETE POST.
 MM0022
 MM0022                          STATION RECOVERY (1985)
 MM0022
 MM0022'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 MM0022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0215 ***********************************************************************
 NN0215  DESIGNATION -  K 121
 NN0215  PID         -  NN0215
 NN0215  STATE/COUNTY-  NE/WHEELER
 NN0215  COUNTRY     -  US
 NN0215  USGS QUAD   -  GOOSE LAKE (2017)
 NN0215
 NN0215                         *CURRENT SURVEY CONTROL
 NN0215  ______________________________________________________________________
 NN0215* NAD 83(1986) POSITION- 42 00 29.     (N) 098 34 39.     (W)   SCALED
 NN0215* NAVD 88 ORTHO HEIGHT -   633.515 (meters)     2078.46  (feet) ADJUSTED
 NN0215  ______________________________________________________________________
 NN0215  GEOID HEIGHT    -        -24.020 (meters)                     GEOID18
 NN0215  DYNAMIC HEIGHT  -        633.243 (meters)     2077.56  (feet) COMP
 NN0215  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 NN0215
 NN0215  VERT ORDER      -  SECOND    CLASS 0
 NN0215
 NN0215.The horizontal coordinates were scaled from a map and have
 NN0215.an estimated accuracy of +/- 6 seconds.
 NN0215
 NN0215.The orthometric height was determined by differential leveling and
 NN0215.adjusted by the NATIONAL GEODETIC SURVEY
 NN0215.in June 1991.
 NN0215
 NN0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0215.GEOID18 height accuracy estimate available here.
 NN0215
 NN0215.Click photographs - Photos may exist for this station.
 NN0215
 NN0215.The dynamic height is computed by dividing the NAVD 88
 NN0215.geopotential number by the normal gravity value computed on the
 NN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0215.degrees latitude (g = 980.6199 gals.).
 NN0215
 NN0215.The modeled gravity was interpolated from observed gravity values.
 NN0215
 NN0215;                    North         East    Units  Estimated Accuracy
 NN0215;SPC NE       -   242,420.      617,800.      MT  (+/- 180 meters Scaled)
 NN0215
 NN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM349507(NAD 83)
 NN0215
 NN0215                          SUPERSEDED SURVEY CONTROL
 NN0215
 NN0215  NGVD 29 (??/??/92)  633.286  (m)         2077.71   (f) ADJ UNCH    2 0
 NN0215
 NN0215.Superseded values are not recommended for survey control.
 NN0215
 NN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0215.See file dsdata.pdf to determine how the superseded data were derived.
 NN0215
 NN0215_MARKER: DB = BENCH MARK DISK
 NN0215_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0215_STAMPING: K 121 1935
 NN0215_MARK LOGO: CGS
 NN0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0215
 NN0215  HISTORY     - Date     Condition        Report By
 NN0215  HISTORY     - 1935     MONUMENTED       CGS
 NN0215  HISTORY     - 1938     GOOD             CGS
 NN0215
 NN0215                          STATION DESCRIPTION
 NN0215
 NN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0215'9.4 MI N FROM BARTLETT.
 NN0215'9.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0215'BARTLETT, WHEELER COUNTY, 96 FEET SOUTHEAST OF A CONCRETE
 NN0215'CULVERT, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NN0215'33.5 FEET SOUTHEAST OF A FENCE CORNER, AND 15 FEET SOUTHEAST
 NN0215'OF THE CENTER OF AN ENTRANCE TO A FIELD.  A STANDARD DISK,
 NN0215'STAMPED K 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0215
 NN0215                          STATION RECOVERY (1938)
 NN0215
 NN0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NN0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0349 ***********************************************************************
 ML0349  DESIGNATION -  K 125
 ML0349  PID         -  ML0349
 ML0349  STATE/COUNTY-  NE/GREELEY
 ML0349  COUNTRY     -  US
 ML0349  USGS QUAD   -  SCOTIA (2017)
 ML0349
 ML0349                         *CURRENT SURVEY CONTROL
 ML0349  ______________________________________________________________________
 ML0349* NAD 83(1986) POSITION- 41 26 15.     (N) 098 42 10.     (W)   SCALED
 ML0349* NAVD 88 ORTHO HEIGHT -   576.454 (meters)     1891.25  (feet) ADJUSTED
 ML0349  ______________________________________________________________________
 ML0349  GEOID HEIGHT    -        -24.281 (meters)                     GEOID18
 ML0349  DYNAMIC HEIGHT  -        576.166 (meters)     1890.30  (feet) COMP
 ML0349  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 ML0349
 ML0349  VERT ORDER      -  SECOND    CLASS 0
 ML0349
 ML0349.The horizontal coordinates were scaled from a map and have
 ML0349.an estimated accuracy of +/- 6 seconds.
 ML0349
 ML0349.The orthometric height was determined by differential leveling and
 ML0349.adjusted by the NATIONAL GEODETIC SURVEY
 ML0349.in June 1991.
 ML0349
 ML0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0349.GEOID18 height accuracy estimate available here.
 ML0349
 ML0349.Click photographs - Photos may exist for this station.
 ML0349
 ML0349.The dynamic height is computed by dividing the NAVD 88
 ML0349.geopotential number by the normal gravity value computed on the
 ML0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0349.degrees latitude (g = 980.6199 gals.).
 ML0349
 ML0349.The modeled gravity was interpolated from observed gravity values.
 ML0349
 ML0349;                    North         East    Units  Estimated Accuracy
 ML0349;SPC NE       -   178,920.      608,380.      MT  (+/- 180 meters Scaled)
 ML0349
 ML0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL248873(NAD 83)
 ML0349
 ML0349                          SUPERSEDED SURVEY CONTROL
 ML0349
 ML0349  NGVD 29 (??/??/92)  576.205  (m)         1890.43   (f) ADJ UNCH    2 0
 ML0349
 ML0349.Superseded values are not recommended for survey control.
 ML0349
 ML0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0349.See file dsdata.pdf to determine how the superseded data were derived.
 ML0349
 ML0349_MARKER: DB = BENCH MARK DISK
 ML0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0349_STAMPING: K-125 1935
 ML0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0349+STABILITY: SURFACE MOTION
 ML0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0349+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 ML0349
 ML0349  HISTORY     - Date     Condition        Report By
 ML0349  HISTORY     - 1935     MONUMENTED       CGS
 ML0349  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0349  HISTORY     - 20091103 GOOD             NEDR
 ML0349
 ML0349                          STATION DESCRIPTION
 ML0349
 ML0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0349'5.4 MI SE FROM NORTH LOUP.
 ML0349'5.4 MILES SOUTHEAST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0349'RAILROAD, BETWEEN ST. PAUL AND ORD, 49 FEET SOUTH OF THE SOUTH
 ML0349'END OF GATE INTO FIELD, 45.3 FEET EAST OF THE EAST RAIL OF THE
 ML0349'MAIN TRACK, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RAILROAD
 ML0349'BRIDGE NO. 43.52.
 ML0349
 ML0349                          STATION RECOVERY (1953)
 ML0349
 ML0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0349'MARK NOT FOUND.
 ML0349
 ML0349                          STATION RECOVERY (2009)
 ML0349
 ML0349'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0349'41 28'32.08''N  98 44'20.89''W   WGS 84
 ML0349'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0640 ***********************************************************************
 ML0640  DESIGNATION -  K 126
 ML0640  PID         -  ML0640
 ML0640  STATE/COUNTY-  NE/GARFIELD
 ML0640  COUNTRY     -  US
 ML0640  USGS QUAD   -  BURWELL NE (2017)
 ML0640
 ML0640                         *CURRENT SURVEY CONTROL
 ML0640  ______________________________________________________________________
 ML0640* NAD 83(1986) POSITION- 41 58 49.     (N) 099 05 12.     (W)   SCALED
 ML0640* NAVD 88 ORTHO HEIGHT -   716.188 (meters)     2349.69  (feet) ADJUSTED
 ML0640  ______________________________________________________________________
 ML0640  GEOID HEIGHT    -        -23.363 (meters)                     GEOID18
 ML0640  DYNAMIC HEIGHT  -        715.862 (meters)     2348.62  (feet) COMP
 ML0640  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 ML0640
 ML0640  VERT ORDER      -  SECOND    CLASS 0
 ML0640
 ML0640.The horizontal coordinates were scaled from a map and have
 ML0640.an estimated accuracy of +/- 6 seconds.
 ML0640
 ML0640.The orthometric height was determined by differential leveling and
 ML0640.adjusted by the NATIONAL GEODETIC SURVEY
 ML0640.in June 1991.
 ML0640
 ML0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0640.GEOID18 height accuracy estimate available here.
 ML0640
 ML0640.Click photographs - Photos may exist for this station.
 ML0640
 ML0640.The dynamic height is computed by dividing the NAVD 88
 ML0640.geopotential number by the normal gravity value computed on the
 ML0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0640.degrees latitude (g = 980.6199 gals.).
 ML0640
 ML0640.The modeled gravity was interpolated from observed gravity values.
 ML0640
 ML0640;                    North         East    Units  Estimated Accuracy
 ML0640;SPC NE       -   238,770.      575,670.      MT  (+/- 180 meters Scaled)
 ML0640
 ML0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM928475(NAD 83)
 ML0640
 ML0640                          SUPERSEDED SURVEY CONTROL
 ML0640
 ML0640  NGVD 29 (??/??/92)  715.931  (m)         2348.85   (f) ADJ UNCH    2 0
 ML0640
 ML0640.Superseded values are not recommended for survey control.
 ML0640
 ML0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0640.See file dsdata.pdf to determine how the superseded data were derived.
 ML0640
 ML0640_MARKER: DB = BENCH MARK DISK
 ML0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0640_STAMPING: K 126 1935
 ML0640_MARK LOGO: CGS
 ML0640_PROJECTION: FLUSH
 ML0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0640+STABILITY: SURFACE MOTION
 ML0640
 ML0640  HISTORY     - Date     Condition        Report By
 ML0640  HISTORY     - 1935     MONUMENTED       CGS
 ML0640  HISTORY     - 1964     GOOD             CGS
 ML0640
 ML0640                          STATION DESCRIPTION
 ML0640
 ML0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0640'15.8 MI NE FROM BURWELL.
 ML0640'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM THE
 ML0640'BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 ML0640'GARFIELD COUNTY, TO THE JUNCTION OF THESE HIGHWAYS, THENCE
 ML0640'14.4 MILES NORTH ALONG STATE HIGHWAY 11, AT A GRAVEL T-ROAD
 ML0640'GOING WEST (THIS IS OLD HIGHWAY), TURN LEFT AND GO WEST
 ML0640'ON THIS GRAVEL ROAD FOR 0.3 MILE TO BENCH MARK ON THE LEFT OR
 ML0640'SOUTH SIDE OF OLD HIGHWAY, AND 1 FOOT EAST OF A NEW STEEL
 ML0640'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED K 126
 ML0640'1935.  NOTE-- THE NEW STATE HIGHWAY 11 WILL NOT FOLLOW THE
 ML0640'ROUTE OF THE OLD HIGHWAY IN THIS AREA, SO A NEW TO REACH FOLLOWS
 ML0640'FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0205 ***********************************************************************
 NN0205  DESIGNATION -  K 127
 NN0205  PID         -  NN0205
 NN0205  STATE/COUNTY-  NE/HOLT
 NN0205  COUNTRY     -  US
 NN0205  USGS QUAD   -  EMMET (2017)
 NN0205
 NN0205                         *CURRENT SURVEY CONTROL
 NN0205  ______________________________________________________________________
 NN0205* NAD 83(1986) POSITION- 42 28 03.     (N) 098 45 53.     (W)   SCALED
 NN0205* NAVD 88 ORTHO HEIGHT -   613.530 (meters)     2012.89  (feet) ADJUSTED
 NN0205  ______________________________________________________________________
 NN0205  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 NN0205  DYNAMIC HEIGHT  -        613.291 (meters)     2012.11  (feet) COMP
 NN0205  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 NN0205
 NN0205  VERT ORDER      -  SECOND    CLASS 0
 NN0205
 NN0205.The horizontal coordinates were scaled from a map and have
 NN0205.an estimated accuracy of +/- 6 seconds.
 NN0205
 NN0205.The orthometric height was determined by differential leveling and
 NN0205.adjusted by the NATIONAL GEODETIC SURVEY
 NN0205.in June 1991.
 NN0205
 NN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0205.GEOID18 height accuracy estimate available here.
 NN0205
 NN0205.Click photographs - Photos may exist for this station.
 NN0205
 NN0205.The dynamic height is computed by dividing the NAVD 88
 NN0205.geopotential number by the normal gravity value computed on the
 NN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0205.degrees latitude (g = 980.6199 gals.).
 NN0205
 NN0205.The modeled gravity was interpolated from observed gravity values.
 NN0205
 NN0205;                    North         East    Units  Estimated Accuracy
 NN0205;SPC NE       -   293,200.      601,570.      MT  (+/- 180 meters Scaled)
 NN0205
 NN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN193017(NAD 83)
 NN0205
 NN0205                          SUPERSEDED SURVEY CONTROL
 NN0205
 NN0205  NGVD 29 (??/??/92)  613.318  (m)         2012.19   (f) ADJ UNCH    2 0
 NN0205
 NN0205.Superseded values are not recommended for survey control.
 NN0205
 NN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0205.See file dsdata.pdf to determine how the superseded data were derived.
 NN0205
 NN0205_MARKER: DB = BENCH MARK DISK
 NN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0205_STAMPING: K-127-1935
 NN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0205+STABILITY: SURFACE MOTION
 NN0205
 NN0205  HISTORY     - Date     Condition        Report By
 NN0205  HISTORY     - 1935     MONUMENTED       CGS
 NN0205
 NN0205                          STATION DESCRIPTION
 NN0205
 NN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0205'2 MI E FROM EMMET.
 NN0205'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN ATKINSON
 NN0205'AND O NEILL, 0.15 MILES WEST OF RAILROAD BRIDGE NO. 313, 46.1
 NN0205'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 34.3 FEET NORTH
 NN0205'OF THE CENTER LINE OF PARALLEL ROAD, 1.5 FEET NORTH OF THE
 NN0205'RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0206 ***********************************************************************
 NN0206  DESIGNATION -  K 127 RESET
 NN0206  PID         -  NN0206
 NN0206  STATE/COUNTY-  NE/HOLT
 NN0206  COUNTRY     -  US
 NN0206  USGS QUAD   -  EMMET (2017)
 NN0206
 NN0206                         *CURRENT SURVEY CONTROL
 NN0206  ______________________________________________________________________
 NN0206* NAD 83(1986) POSITION- 42 28 03.     (N) 098 45 54.     (W)   SCALED
 NN0206* NAVD 88 ORTHO HEIGHT -   613.356 (meters)     2012.32  (feet) ADJUSTED
 NN0206  ______________________________________________________________________
 NN0206  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 NN0206  DYNAMIC HEIGHT  -        613.117 (meters)     2011.53  (feet) COMP
 NN0206  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 NN0206
 NN0206  VERT ORDER      -  FIRST     CLASS II
 NN0206
 NN0206.The horizontal coordinates were scaled from a map and have
 NN0206.an estimated accuracy of +/- 6 seconds.
 NN0206
 NN0206.The orthometric height was determined by differential leveling and
 NN0206.adjusted by the NATIONAL GEODETIC SURVEY
 NN0206.in June 1991.
 NN0206
 NN0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0206.GEOID18 height accuracy estimate available here.
 NN0206
 NN0206.Click photographs - Photos may exist for this station.
 NN0206
 NN0206.The dynamic height is computed by dividing the NAVD 88
 NN0206.geopotential number by the normal gravity value computed on the
 NN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0206.degrees latitude (g = 980.6199 gals.).
 NN0206
 NN0206.The modeled gravity was interpolated from observed gravity values.
 NN0206
 NN0206;                    North         East    Units  Estimated Accuracy
 NN0206;SPC NE       -   293,200.      601,550.      MT  (+/- 180 meters Scaled)
 NN0206
 NN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN193017(NAD 83)
 NN0206
 NN0206                          SUPERSEDED SURVEY CONTROL
 NN0206
 NN0206  NGVD 29 (??/??/92)  613.144  (m)         2011.62   (f) ADJ UNCH    1 2
 NN0206
 NN0206.Superseded values are not recommended for survey control.
 NN0206
 NN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0206.See file dsdata.pdf to determine how the superseded data were derived.
 NN0206
 NN0206_MARKER: DB = BENCH MARK DISK
 NN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0206_STAMPING: K 127 RESET 1946
 NN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0206+STABILITY: SURFACE MOTION
 NN0206
 NN0206  HISTORY     - Date     Condition        Report By
 NN0206  HISTORY     - 1946     MONUMENTED       CGS
 NN0206
 NN0206                          STATION DESCRIPTION
 NN0206
 NN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0206'2.1 MI E FROM EMMET.
 NN0206'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0206'THE STATION AT EMMET, HOLT COUNTY, 0.2 MILE WEST OF BRIDGE 313,
 NN0206'26.5 FEET SOUTHEAST OF THE TWELFTH POLE EAST OF MILEPOST 162,
 NN0206'67 FEET NORTH-NORTHEAST OF A FENCE CORNER, 48 FEET SOUTH OF THE
 NN0206'CENTERLINE OF THE TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NN0206'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED K
 NN0206'127 1935 RESET 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0206'PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1309 ***********************************************************************
 NM1309  DESIGNATION -  K 128
 NM1309  PID         -  NM1309
 NM1309  STATE/COUNTY-  NE/ANTELOPE
 NM1309  COUNTRY     -  US
 NM1309  USGS QUAD   -  OAKDALE (2017)
 NM1309
 NM1309                         *CURRENT SURVEY CONTROL
 NM1309  ______________________________________________________________________
 NM1309* NAD 83(1986) POSITION- 42 04 26.     (N) 097 58 01.     (W)   SCALED
 NM1309* NAVD 88 ORTHO HEIGHT -   520.933 (meters)     1709.09  (feet) ADJUSTED
 NM1309  ______________________________________________________________________
 NM1309  GEOID HEIGHT    -        -24.600 (meters)                     GEOID18
 NM1309  DYNAMIC HEIGHT  -        520.725 (meters)     1708.41  (feet) COMP
 NM1309  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 NM1309
 NM1309  VERT ORDER      -  SECOND    CLASS 0
 NM1309
 NM1309.The horizontal coordinates were scaled from a map and have
 NM1309.an estimated accuracy of +/- 6 seconds.
 NM1309
 NM1309.The orthometric height was determined by differential leveling and
 NM1309.adjusted by the NATIONAL GEODETIC SURVEY
 NM1309.in June 1991.
 NM1309
 NM1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1309.GEOID18 height accuracy estimate available here.
 NM1309
 NM1309.Click photographs - Photos may exist for this station.
 NM1309
 NM1309.The dynamic height is computed by dividing the NAVD 88
 NM1309.geopotential number by the normal gravity value computed on the
 NM1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1309.degrees latitude (g = 980.6199 gals.).
 NM1309
 NM1309.The modeled gravity was interpolated from observed gravity values.
 NM1309
 NM1309;                    North         East    Units  Estimated Accuracy
 NM1309;SPC NE       -   250,740.      668,180.      MT  (+/- 180 meters Scaled)
 NM1309
 NM1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM854584(NAD 83)
 NM1309
 NM1309                          SUPERSEDED SURVEY CONTROL
 NM1309
 NM1309  NGVD 29 (??/??/92)  520.729  (m)         1708.43   (f) ADJ UNCH    2 0
 NM1309
 NM1309.Superseded values are not recommended for survey control.
 NM1309
 NM1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1309.See file dsdata.pdf to determine how the superseded data were derived.
 NM1309
 NM1309_MARKER: DB = BENCH MARK DISK
 NM1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1309_STAMPING: K 128 1935
 NM1309_MARK LOGO: CGS
 NM1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1309+STABILITY: SURFACE MOTION
 NM1309
 NM1309  HISTORY     - Date     Condition        Report By
 NM1309  HISTORY     - 1935     MONUMENTED       CGS
 NM1309  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1309  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NM1309
 NM1309                          STATION DESCRIPTION
 NM1309
 NM1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1309'0.2 MI NW FROM OAKDALE.
 NM1309'0.2 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM1309'THE STATION AT OAKDALE, ANTELOPE COUNTY, 9-3/4 RAILS NORTHEAST
 NM1309'OF THE EAST END OF BRIDGE 206, 76 FEET NORTHWEST OF THE NORTHWEST
 NM1309'CORNER OF A SECTION TOOLHOUSE, 36.5 FEET SOUTHEAST OF A
 NM1309'RIGHT-OF-WAY FENCE, AND 27 FEET NORTHWEST OF THE NORTHWEST RAIL
 NM1309'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 128 1935 AND SET
 NM1309'IN THE TOP OF A CONCRETE POST.  NOTE-- TOOL SHED AND AREA HAS
 NM1309'BEEN CHANGED.
 NM1309
 NM1309                          STATION RECOVERY (1961)
 NM1309
 NM1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1309'MARK NOT FOUND.
 NM1309
 NM1309                          STATION RECOVERY (2010)
 NM1309
 NM1309'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NM1309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0326 ***********************************************************************
 LG0326  DESIGNATION -  K 13
 LG0326  PID         -  LG0326
 LG0326  STATE/COUNTY-  NE/LANCASTER
 LG0326  COUNTRY     -  US
 LG0326  USGS QUAD   -  DENTON (2017)
 LG0326
 LG0326                         *CURRENT SURVEY CONTROL
 LG0326  ______________________________________________________________________
 LG0326* NAD 83(1986) POSITION- 40 44 10.     (N) 096 50 40.     (W)   SCALED
 LG0326* NAVD 88 ORTHO HEIGHT -   376.337 (meters)     1234.70  (feet) ADJUSTED
 LG0326  ______________________________________________________________________
 LG0326  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 LG0326  DYNAMIC HEIGHT  -        376.160 (meters)     1234.12  (feet) COMP
 LG0326  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 LG0326
 LG0326  VERT ORDER      -  FIRST     CLASS II
 LG0326
 LG0326.The horizontal coordinates were scaled from a map and have
 LG0326.an estimated accuracy of +/- 6 seconds.
 LG0326
 LG0326.The orthometric height was determined by differential leveling and
 LG0326.adjusted by the NATIONAL GEODETIC SURVEY
 LG0326.in June 1991.
 LG0326
 LG0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0326.GEOID18 height accuracy estimate available here.
 LG0326
 LG0326.Click photographs - Photos may exist for this station.
 LG0326
 LG0326.The dynamic height is computed by dividing the NAVD 88
 LG0326.geopotential number by the normal gravity value computed on the
 LG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0326.degrees latitude (g = 980.6199 gals.).
 LG0326
 LG0326.The modeled gravity was interpolated from observed gravity values.
 LG0326
 LG0326;                    North         East    Units  Estimated Accuracy
 LG0326;SPC NE       -   105,100.      766,420.      MT  (+/- 180 meters Scaled)
 LG0326
 LG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL820116(NAD 83)
 LG0326
 LG0326                          SUPERSEDED SURVEY CONTROL
 LG0326
 LG0326  NGVD 29 (??/??/92)  376.224  (m)         1234.33   (f) ADJ UNCH    1 2
 LG0326
 LG0326.Superseded values are not recommended for survey control.
 LG0326
 LG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0326.See file dsdata.pdf to determine how the superseded data were derived.
 LG0326
 LG0326_MARKER: DB = BENCH MARK DISK
 LG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0326_STAMPING: K 13 1933 1233.895
 LG0326_MARK LOGO: CGS
 LG0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0326+STABILITY: SURFACE MOTION
 LG0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0326+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 LG0326
 LG0326  HISTORY     - Date     Condition        Report By
 LG0326  HISTORY     - 1933     MONUMENTED       CGS
 LG0326  HISTORY     - 1940     GOOD             CGS
 LG0326  HISTORY     - 19911009 GOOD             NGS
 LG0326  HISTORY     - 20070606 GOOD             NEDR
 LG0326
 LG0326                          STATION DESCRIPTION
 LG0326
 LG0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0326'AT DENTON.
 LG0326'AT DENTON, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0326'QUINCY RAILROAD, 175 FEET SOUTHWEST OF THE STATION, AT THE
 LG0326'CROSSING OF A NORTH-AND-SOUTH ROAD, 90 FEET SOUTHWEST OF THE
 LG0326'CENTER OF THE CROSSING, 38 FEET WEST OF THE CENTERLINE OF THE
 LG0326'ROAD, 29.5 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 LG0326'3 FEET SOUTH OF A POLE, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0326'WITNESS POST.  A STANDARD DISK, STAMPED 1233.895 K 13 1933
 LG0326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0326'GROUND.
 LG0326
 LG0326                          STATION RECOVERY (1991)
 LG0326
 LG0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0326'IN DENTON, AT THE INTERSECTION OF SALINE AVENUE AND THE BURLINGTON
 LG0326'NORTHERN RAILROAD, 11.4 M (37.4 FT) WEST OF THE CENTER OF THE AVENUE,
 LG0326'8.2 M (26.9 FT) SOUTHEAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE
 LG0326'LEVEL OF THE TRACK, 0.8 M (2.6 FT) SOUTHWEST OF A UTILITY POLE WITH 3
 LG0326'GUY CABLES, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE
 LG0326'GROUND SURFACE.
 LG0326
 LG0326                          STATION RECOVERY (2007)
 LG0326
 LG0326'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 LG0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0349 ***********************************************************************
 NO0349  DESIGNATION -  K 130
 NO0349  PID         -  NO0349
 NO0349  STATE/COUNTY-  NE/CHERRY
 NO0349  COUNTRY     -  US
 NO0349  USGS QUAD   -  MERRIMAN SW (2017)
 NO0349
 NO0349                         *CURRENT SURVEY CONTROL
 NO0349  ______________________________________________________________________
 NO0349* NAD 83(1986) POSITION- 42 47 36.93   (N) 101 42 14.67   (W)   HD_HELD1
 NO0349* NAVD 88 ORTHO HEIGHT -   988.185 (meters)     3242.07  (feet) ADJUSTED
 NO0349  ______________________________________________________________________
 NO0349  GEOID HEIGHT    -        -19.326 (meters)                     GEOID18
 NO0349  DYNAMIC HEIGHT  -        987.733 (meters)     3240.59  (feet) COMP
 NO0349  MODELED GRAVITY -    980,129.6   (mgal)                       NAVD 88
 NO0349
 NO0349  VERT ORDER      -  SECOND    CLASS 0
 NO0349
 NO0349.The horizontal coordinates were determined by differentially corrected
 NO0349.hand held GPS observations or other comparable positioning techniques
 NO0349.and have an estimated accuracy of +/- 3 meters.
 NO0349
 NO0349.The orthometric height was determined by differential leveling and
 NO0349.adjusted by the NATIONAL GEODETIC SURVEY
 NO0349.in June 1991.
 NO0349
 NO0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0349.GEOID18 height accuracy estimate available here.
 NO0349
 NO0349.Click photographs - Photos may exist for this station.
 NO0349
 NO0349.The dynamic height is computed by dividing the NAVD 88
 NO0349.geopotential number by the normal gravity value computed on the
 NO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0349.degrees latitude (g = 980.6199 gals.).
 NO0349
 NO0349.The modeled gravity was interpolated from observed gravity values.
 NO0349
 NO0349;                    North         East    Units  Estimated Accuracy
 NO0349;SPC NE       -   330,066.0     360,605.2     MT  (+/- 3 meters HH1 GPS) 
 NO0349
 NO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7885241440(NAD 83)
 NO0349
 NO0349                          SUPERSEDED SURVEY CONTROL
 NO0349
 NO0349  NGVD 29 (??/??/92)  987.755  (m)         3240.66   (f) ADJ UNCH    2 0
 NO0349
 NO0349.Superseded values are not recommended for survey control.
 NO0349
 NO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0349.See file dsdata.pdf to determine how the superseded data were derived.
 NO0349
 NO0349_MARKER: DB = BENCH MARK DISK
 NO0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0349_STAMPING: K 130 1934
 NO0349_MARK LOGO: CGS
 NO0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0349+STABILITY: SURFACE MOTION
 NO0349
 NO0349  HISTORY     - Date     Condition        Report By
 NO0349  HISTORY     - 1934     MONUMENTED       CGS
 NO0349  HISTORY     - 1948     GOOD             CGS
 NO0349
 NO0349                          STATION DESCRIPTION
 NO0349
 NO0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0349'10.6 MI S FROM MERRIMAN.
 NO0349'10.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0349'COUNTY, 2.0 MILES SOUTH OF NIOBRARA RIVER, 0.5 MILE EAST OF A
 NO0349'RANCH HOUSE, 28 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0349'AND 2 FEET SOUTH OF AN EAST-AND-WEST SECTION-LINE FENCE.  A
 NO0349'STANDARD DISK, STAMPED K 130 1934 AND SET IN THE TOP OF A CONCRETE
 NO0349'POST.  8.4 MILES (AIR LINE) SOUTH OF MERRIMAN 1 MILE SOUTH OF
 NO0349'NIOBRARA RIVER, 0.15 MILES EAST OF CENTER SECS. 32, T. 33 N.,
 NO0349'R. 37 W., 0.3 MILES WEST ALONG ROAD FROM WINDMILL, ON NORTH
 NO0349'SIDE OF ROAD, 2 FEET SOUTH OF EAST-AND-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0864 ***********************************************************************
 MK0864  DESIGNATION -  K 130
 MK0864  PID         -  MK0864
 MK0864  STATE/COUNTY-  NE/COLFAX
 MK0864  COUNTRY     -  US
 MK0864  USGS QUAD   -  ROGERS (2017)
 MK0864
 MK0864                         *CURRENT SURVEY CONTROL
 MK0864  ______________________________________________________________________
 MK0864* NAD 83(1986) POSITION- 41 27 15.     (N) 096 58 58.     (W)   SCALED
 MK0864* NAVD 88 ORTHO HEIGHT -   405.386 (meters)     1330.00  (feet) ADJUSTED
 MK0864  ______________________________________________________________________
 MK0864  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 MK0864  DYNAMIC HEIGHT  -        405.211 (meters)     1329.43  (feet) COMP
 MK0864  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 MK0864
 MK0864  VERT ORDER      -  SECOND    CLASS 0
 MK0864
 MK0864.The horizontal coordinates were scaled from a map and have
 MK0864.an estimated accuracy of +/- 6 seconds.
 MK0864
 MK0864.The orthometric height was determined by differential leveling and
 MK0864.adjusted by the NATIONAL GEODETIC SURVEY
 MK0864.in June 1991.
 MK0864
 MK0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0864.GEOID18 height accuracy estimate available here.
 MK0864
 MK0864.Click photographs - Photos may exist for this station.
 MK0864
 MK0864.The dynamic height is computed by dividing the NAVD 88
 MK0864.geopotential number by the normal gravity value computed on the
 MK0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0864.degrees latitude (g = 980.6199 gals.).
 MK0864
 MK0864.The modeled gravity was interpolated from observed gravity values.
 MK0864
 MK0864;                    North         East    Units  Estimated Accuracy
 MK0864;SPC NE       -   184,350.      751,970.      MT  (+/- 180 meters Scaled)
 MK0864
 MK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL684911(NAD 83)
 MK0864
 MK0864                          SUPERSEDED SURVEY CONTROL
 MK0864
 MK0864  NGVD 29 (??/??/92)  405.221  (m)         1329.46   (f) ADJ UNCH    2 0
 MK0864
 MK0864.Superseded values are not recommended for survey control.
 MK0864
 MK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0864.See file dsdata.pdf to determine how the superseded data were derived.
 MK0864
 MK0864_MARKER: DB = BENCH MARK DISK
 MK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0864_STAMPING: K 130 1935
 MK0864_MARK LOGO: CGS
 MK0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0864+STABILITY: SURFACE MOTION
 MK0864
 MK0864  HISTORY     - Date     Condition        Report By
 MK0864  HISTORY     - 1935     MONUMENTED       CGS
 MK0864  HISTORY     - 1941     GOOD             CGS
 MK0864
 MK0864                          STATION DESCRIPTION
 MK0864
 MK0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0864'3.9 MI E FROM SCHUYLER.
 MK0864'3.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS
 MK0864'AND FREEMONT, NEBRASKA, 429.0 FEET EAST OF MILE POST 65.  58.5
 MK0864'FEET SOUTHWEST OF CENTER LINE OF ROAD CROSSING, AND 29.0 FEET
 MK0864'SOUTH OF SOUTH RAIL.
 MK0864
 MK0864                          STATION RECOVERY (1941)
 MK0864
 MK0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MK0864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0116 ***********************************************************************
 MK0116  DESIGNATION -  K 132
 MK0116  PID         -  MK0116
 MK0116  STATE/COUNTY-  NE/BURT
 MK0116  COUNTRY     -  US
 MK0116  USGS QUAD   -  OAKLAND (2017)
 MK0116
 MK0116                         *CURRENT SURVEY CONTROL
 MK0116  ______________________________________________________________________
 MK0116* NAD 83(1986) POSITION- 41 50 05.     (N) 096 28 06.     (W)   SCALED
 MK0116* NAVD 88 ORTHO HEIGHT -   391.012 (meters)     1282.85  (feet) ADJUSTED
 MK0116  ______________________________________________________________________
 MK0116  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 MK0116  DYNAMIC HEIGHT  -        390.869 (meters)     1282.38  (feet) COMP
 MK0116  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 MK0116
 MK0116  VERT ORDER      -  SECOND    CLASS 0
 MK0116
 MK0116.The horizontal coordinates were scaled from a map and have
 MK0116.an estimated accuracy of +/- 6 seconds.
 MK0116
 MK0116.The orthometric height was determined by differential leveling and
 MK0116.adjusted by the NATIONAL GEODETIC SURVEY
 MK0116.in June 1991.
 MK0116
 MK0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0116.GEOID18 height accuracy estimate available here.
 MK0116
 MK0116.Click photographs - Photos may exist for this station.
 MK0116
 MK0116.The dynamic height is computed by dividing the NAVD 88
 MK0116.geopotential number by the normal gravity value computed on the
 MK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0116.degrees latitude (g = 980.6199 gals.).
 MK0116
 MK0116.The modeled gravity was interpolated from observed gravity values.
 MK0116
 MK0116;                    North         East    Units  Estimated Accuracy
 MK0116;SPC NE       -   228,200.      793,180.      MT  (+/- 180 meters Scaled)
 MK0116
 MK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102345(NAD 83)
 MK0116
 MK0116                          SUPERSEDED SURVEY CONTROL
 MK0116
 MK0116  NGVD 29 (??/??/92)  390.878  (m)         1282.41   (f) ADJ UNCH    2 0
 MK0116
 MK0116.Superseded values are not recommended for survey control.
 MK0116
 MK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0116.See file dsdata.pdf to determine how the superseded data were derived.
 MK0116
 MK0116_MARKER: DB = BENCH MARK DISK
 MK0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0116_SP_SET: TOWER BASE
 MK0116_STAMPING: K 132 1935
 MK0116_MARK LOGO: CGS
 MK0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0116
 MK0116  HISTORY     - Date     Condition        Report By
 MK0116  HISTORY     - 1935     MONUMENTED       CGS
 MK0116  HISTORY     - 1947     GOOD             CGS
 MK0116
 MK0116                          STATION DESCRIPTION
 MK0116
 MK0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0116'AT OAKLAND.
 MK0116'AT OAKLAND, AT THE WATER TANK FOR THE CHICAGO, ST. PAUL, MINNEAPOLIS
 MK0116'AND OMAHA RAILWAY AND 158.0 FEET SOUTH OF THE SOUTH END OF THEIR
 MK0116'STATION, 10.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MK0116'ABOUT 2 FEET ABOVE THE GROUND, SET IN TOP OF THE EAST EDGE OF THE
 MK0116'CONCRETE BASE OF THE MOST SOUTHERLY ONE OF THE TWO MOST EASTERLY
 MK0116'STEEL LEGS FOR THE RAILWAY WATER TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1179 ***********************************************************************
 MK1179  DESIGNATION -  K 133 RESET
 MK1179  PID         -  MK1179
 MK1179  STATE/COUNTY-  NE/COLFAX
 MK1179  COUNTRY     -  US
 MK1179  USGS QUAD   -  CLARKSON SE (2017)
 MK1179
 MK1179                         *CURRENT SURVEY CONTROL
 MK1179  ______________________________________________________________________
 MK1179* NAD 83(1986) POSITION- 41 30 21.     (N) 097 03 32.     (W)   SCALED
 MK1179* NAVD 88 ORTHO HEIGHT -   440.09  (meters)     1443.9   (feet) RESET
 MK1179  ______________________________________________________________________
 MK1179  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 MK1179  VERT ORDER      -  THIRD
 MK1179
 MK1179.The horizontal coordinates were scaled from a map and have
 MK1179.an estimated accuracy of +/- 6 seconds.
 MK1179
 MK1179.The orthometric height was computed from unverified reset data.
 MK1179
 MK1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1179.GEOID18 height accuracy estimate available here.
 MK1179
 MK1179.Click photographs - Photos may exist for this station.
 MK1179
 MK1179;                    North         East    Units  Estimated Accuracy
 MK1179;SPC NE       -   189,860.      745,420.      MT  (+/- 180 meters Scaled)
 MK1179
 MK1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL619967(NAD 83)
 MK1179
 MK1179                          SUPERSEDED SURVEY CONTROL
 MK1179
 MK1179  NGVD 29 (??/??/??)  439.91   (m)         1443.3    (f) RESET       3  
 MK1179
 MK1179.Superseded values are not recommended for survey control.
 MK1179
 MK1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1179.See file dsdata.pdf to determine how the superseded data were derived.
 MK1179
 MK1179_MARKER: DB = BENCH MARK DISK
 MK1179_STAMPING: K 133 RESET 1957
 MK1179_MARK LOGO: CGS
 MK1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1179
 MK1179  HISTORY     - Date     Condition        Report By
 MK1179  HISTORY     - 1957     MONUMENTED       NEDR
 MK1179  HISTORY     - 1958     GOOD             CGS
 MK1179
 MK1179                          STATION DESCRIPTION
 MK1179
 MK1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MK1179'4 MI N FROM SCHUYLER.
 MK1179'4.0 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1179'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, ABOUT 1,100 FEET
 MK1179'NORTH OF A FARM ENTRANCE, 89.28 FEET EAST FROM THE CENTERLINE
 MK1179'OF HIGHWAY 15 AT STATION 194+00, 1.10 FEET WEST OF A WOVEN WIRE
 MK1179'FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1279 ***********************************************************************
 MK1279  DESIGNATION -  K 134
 MK1279  PID         -  MK1279
 MK1279  STATE/COUNTY-  NE/BUTLER
 MK1279  COUNTRY     -  US
 MK1279  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1279
 MK1279                         *CURRENT SURVEY CONTROL
 MK1279  ______________________________________________________________________
 MK1279* NAD 83(1986) POSITION- 41 16 59.     (N) 097 08 51.     (W)   SCALED
 MK1279* NAVD 88 ORTHO HEIGHT -   494.103 (meters)     1621.07  (feet) ADJUSTED
 MK1279  ______________________________________________________________________
 MK1279  GEOID HEIGHT    -        -25.882 (meters)                     GEOID18
 MK1279  DYNAMIC HEIGHT  -        493.874 (meters)     1620.32  (feet) COMP
 MK1279  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 MK1279
 MK1279  VERT ORDER      -  SECOND    CLASS 0
 MK1279
 MK1279.The horizontal coordinates were scaled from a map and have
 MK1279.an estimated accuracy of +/- 6 seconds.
 MK1279
 MK1279.The orthometric height was determined by differential leveling and
 MK1279.adjusted by the NATIONAL GEODETIC SURVEY
 MK1279.in June 1991.
 MK1279
 MK1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1279.GEOID18 height accuracy estimate available here.
 MK1279
 MK1279.Click photographs - Photos may exist for this station.
 MK1279
 MK1279.The dynamic height is computed by dividing the NAVD 88
 MK1279.geopotential number by the normal gravity value computed on the
 MK1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1279.degrees latitude (g = 980.6199 gals.).
 MK1279
 MK1279.The modeled gravity was interpolated from observed gravity values.
 MK1279
 MK1279;                    North         East    Units  Estimated Accuracy
 MK1279;SPC NE       -   164,900.      738,840.      MT  (+/- 180 meters Scaled)
 MK1279
 MK1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL551718(NAD 83)
 MK1279
 MK1279                          SUPERSEDED SURVEY CONTROL
 MK1279
 MK1279  NGVD 29 (??/??/92)  493.927  (m)         1620.49   (f) ADJ UNCH    2 0
 MK1279
 MK1279.Superseded values are not recommended for survey control.
 MK1279
 MK1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1279.See file dsdata.pdf to determine how the superseded data were derived.
 MK1279
 MK1279_MARKER: DB = BENCH MARK DISK
 MK1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1279_STAMPING: K 134 1935
 MK1279_MARK LOGO: CGS
 MK1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1279+STABILITY: SURFACE MOTION
 MK1279
 MK1279  HISTORY     - Date     Condition        Report By
 MK1279  HISTORY     - 1935     MONUMENTED       CGS
 MK1279
 MK1279                          STATION DESCRIPTION
 MK1279
 MK1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1279'2.2 MI N FROM DAVID CITY.
 MK1279'ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD BETWEEN
 MK1279'DAVID CITY AND COLUMBUS, NEBRASKA, 25 RAILS SOUTH OF MILE POST
 MK1279'55.  35.0 FEET WEST OF WEST RAIL, 13.0 FEET EAST OF RIGHT OF WAY
 MK1279'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0683 ***********************************************************************
 LG0683  DESIGNATION -  K 135
 LG0683  PID         -  LG0683
 LG0683  STATE/COUNTY-  NE/YORK
 LG0683  COUNTRY     -  US
 LG0683  USGS QUAD   -  YORK SOUTH (2017)
 LG0683
 LG0683                         *CURRENT SURVEY CONTROL
 LG0683  ______________________________________________________________________
 LG0683* NAD 83(1986) POSITION- 40 49 40.     (N) 097 35 32.     (W)   SCALED
 LG0683* NAVD 88 ORTHO HEIGHT -   499.715 (meters)     1639.48  (feet) ADJUSTED
 LG0683  ______________________________________________________________________
 LG0683  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 LG0683  DYNAMIC HEIGHT  -        499.451 (meters)     1638.62  (feet) COMP
 LG0683  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LG0683
 LG0683  VERT ORDER      -  SECOND    CLASS 0
 LG0683
 LG0683.The horizontal coordinates were scaled from a map and have
 LG0683.an estimated accuracy of +/- 6 seconds.
 LG0683
 LG0683.The orthometric height was determined by differential leveling and
 LG0683.adjusted by the NATIONAL GEODETIC SURVEY
 LG0683.in June 1991.
 LG0683
 LG0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0683.GEOID18 height accuracy estimate available here.
 LG0683
 LG0683.Click photographs - Photos may exist for this station.
 LG0683
 LG0683.The dynamic height is computed by dividing the NAVD 88
 LG0683.geopotential number by the normal gravity value computed on the
 LG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0683.degrees latitude (g = 980.6199 gals.).
 LG0683
 LG0683.The modeled gravity was interpolated from observed gravity values.
 LG0683
 LG0683;                    North         East    Units  Estimated Accuracy
 LG0683;SPC NE       -   113,240.      703,020.      MT  (+/- 180 meters Scaled)
 LG0683
 LG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL187205(NAD 83)
 LG0683
 LG0683                          SUPERSEDED SURVEY CONTROL
 LG0683
 LG0683  NGVD 29 (??/??/92)  499.520  (m)         1638.84   (f) ADJ UNCH    2 0
 LG0683
 LG0683.Superseded values are not recommended for survey control.
 LG0683
 LG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0683.See file dsdata.pdf to determine how the superseded data were derived.
 LG0683
 LG0683_MARKER: DB = BENCH MARK DISK
 LG0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0683_STAMPING: K 135 1935
 LG0683_MARK LOGO: CGS
 LG0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0683+STABILITY: SURFACE MOTION
 LG0683
 LG0683  HISTORY     - Date     Condition        Report By
 LG0683  HISTORY     - 1935     MONUMENTED       CGS
 LG0683  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0683
 LG0683                          STATION DESCRIPTION
 LG0683
 LG0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0683'3.8 MI S FROM YORK.
 LG0683'3.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0683'FROM THE STATION AT YORK, YORK COUNTY, 0.1 MILE SOUTH OF A ROAD
 LG0683'CROSSING, 12.6 FEET WEST OF MILEPOST 132, 45 FEET WEST OF THE
 LG0683'WEST RAIL OF THE MAIN TRACK, AND 3.3 FEET EAST OF A FENCE.  A
 LG0683'STANDARD DISK, STAMPED K 135 1935 AND SET IN THE TOP OF A
 LG0683'CONCRETE POST.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1938 THAT
 LG0683'THIS MARK HAS BEEN DAMAGED BY FARM MACHINERY, AND THE POST IS
 LG0683'LOOSE IN THE GROUND.
 LG0683
 LG0683                          STATION RECOVERY (1967)
 LG0683
 LG0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0141 ***********************************************************************
 ML0141  DESIGNATION -  K 136
 ML0141  PID         -  ML0141
 ML0141  STATE/COUNTY-  NE/MERRICK
 ML0141  COUNTRY     -  US
 ML0141  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0141
 ML0141                         *CURRENT SURVEY CONTROL
 ML0141  ______________________________________________________________________
 ML0141* NAD 83(1986) POSITION- 41 06 51.     (N) 098 00 09.     (W)   SCALED
 ML0141* NAVD 88 ORTHO HEIGHT -   519.435 (meters)     1704.18  (feet) ADJUSTED
 ML0141  ______________________________________________________________________
 ML0141  GEOID HEIGHT    -        -25.280 (meters)                     GEOID18
 ML0141  DYNAMIC HEIGHT  -        519.177 (meters)     1703.33  (feet) COMP
 ML0141  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 ML0141
 ML0141  VERT ORDER      -  FIRST     CLASS II
 ML0141
 ML0141.The horizontal coordinates were scaled from a map and have
 ML0141.an estimated accuracy of +/- 6 seconds.
 ML0141
 ML0141.The orthometric height was determined by differential leveling and
 ML0141.adjusted by the NATIONAL GEODETIC SURVEY
 ML0141.in June 1991.
 ML0141
 ML0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0141.GEOID18 height accuracy estimate available here.
 ML0141
 ML0141.Click photographs - Photos may exist for this station.
 ML0141
 ML0141.The dynamic height is computed by dividing the NAVD 88
 ML0141.geopotential number by the normal gravity value computed on the
 ML0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0141.degrees latitude (g = 980.6199 gals.).
 ML0141
 ML0141.The modeled gravity was interpolated from observed gravity values.
 ML0141
 ML0141;                    North         East    Units  Estimated Accuracy
 ML0141;SPC NE       -   144,140.      667,700.      MT  (+/- 180 meters Scaled)
 ML0141
 ML0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837519(NAD 83)
 ML0141
 ML0141                          SUPERSEDED SURVEY CONTROL
 ML0141
 ML0141  NGVD 29 (??/??/92)  519.215  (m)         1703.46   (f) ADJ UNCH    1 2
 ML0141
 ML0141.Superseded values are not recommended for survey control.
 ML0141
 ML0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0141.See file dsdata.pdf to determine how the superseded data were derived.
 ML0141
 ML0141_MARKER: DB = BENCH MARK DISK
 ML0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0141_SP_SET: BLDG
 ML0141_STAMPING: K 136 1935
 ML0141_MARK LOGO: CGS
 ML0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0141+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2011
 ML0141
 ML0141  HISTORY     - Date     Condition        Report By
 ML0141  HISTORY     - 1935     MONUMENTED       CGS
 ML0141  HISTORY     - 1945     GOOD             CGS
 ML0141  HISTORY     - 20070926 GOOD             NEDR
 ML0141  HISTORY     - 20111113 GOOD             GEOCAC
 ML0141
 ML0141                          STATION DESCRIPTION
 ML0141
 ML0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ML0141'AT CENTRAL CITY.
 ML0141'BENCH MARK IS LOCATED IN THE NORTH WALL OF THE MERRICK COUNTY
 ML0141'COURT HOUSE, 1.0 FOOT EAST OF NORTHWEST CORNER OF BUILDING,
 ML0141'BM IS SET FLUSH AND VERTICALLY 4.6 FEET ABOVE LEVEL OF GROUND.
 ML0141'NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE COURT HOUSE SERVES
 ML0141'AS LANDMARK.  STD. DISK BM IN DRILL HOLE.
 ML0141
 ML0141                          STATION RECOVERY (2007)
 ML0141
 ML0141'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 ML0141'RECOVERED IN GOOD CONDITION.
 ML0141
 ML0141                          STATION RECOVERY (2011)
 ML0141
 ML0141'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 ML0141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1311 ***********************************************************************
 MK1311  DESIGNATION -  K 137
 MK1311  PID         -  MK1311
 MK1311  STATE/COUNTY-  NE/BUTLER
 MK1311  COUNTRY     -  US
 MK1311  USGS QUAD   -  SURPRISE (2017)
 MK1311
 MK1311                         *CURRENT SURVEY CONTROL
 MK1311  ______________________________________________________________________
 MK1311* NAD 83(1986) POSITION- 41 04 07.     (N) 097 21 04.     (W)   SCALED
 MK1311* NAVD 88 ORTHO HEIGHT -   493.933 (meters)     1620.51  (feet) ADJUSTED
 MK1311  ______________________________________________________________________
 MK1311  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 MK1311  DYNAMIC HEIGHT  -        493.682 (meters)     1619.69  (feet) COMP
 MK1311  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 MK1311
 MK1311  VERT ORDER      -  SECOND    CLASS 0
 MK1311
 MK1311.The horizontal coordinates were scaled from a map and have
 MK1311.an estimated accuracy of +/- 6 seconds.
 MK1311
 MK1311.The orthometric height was determined by differential leveling and
 MK1311.adjusted by the NATIONAL GEODETIC SURVEY
 MK1311.in June 1991.
 MK1311
 MK1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1311.GEOID18 height accuracy estimate available here.
 MK1311
 MK1311.Click photographs - Photos may exist for this station.
 MK1311
 MK1311.The dynamic height is computed by dividing the NAVD 88
 MK1311.geopotential number by the normal gravity value computed on the
 MK1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1311.degrees latitude (g = 980.6199 gals.).
 MK1311
 MK1311.The modeled gravity was interpolated from observed gravity values.
 MK1311
 MK1311;                    North         East    Units  Estimated Accuracy
 MK1311;SPC NE       -   140,560.      722,530.      MT  (+/- 180 meters Scaled)
 MK1311
 MK1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL385476(NAD 83)
 MK1311
 MK1311                          SUPERSEDED SURVEY CONTROL
 MK1311
 MK1311  NGVD 29 (??/??/92)  493.737  (m)         1619.87   (f) ADJ UNCH    2 0
 MK1311
 MK1311.Superseded values are not recommended for survey control.
 MK1311
 MK1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1311.See file dsdata.pdf to determine how the superseded data were derived.
 MK1311
 MK1311_MARKER: DB = BENCH MARK DISK
 MK1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1311_STAMPING: K 137 1935
 MK1311_MARK LOGO: CGS
 MK1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1311+STABILITY: SURFACE MOTION
 MK1311
 MK1311  HISTORY     - Date     Condition        Report By
 MK1311  HISTORY     - 1935     MONUMENTED       CGS
 MK1311  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1311
 MK1311                          STATION DESCRIPTION
 MK1311
 MK1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1311'3.5 MI SW FROM SURPRISE.
 MK1311'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1311'AND YORK, 30 (33-FOOT) RAILS NORTHEAST OF MILE POST NO. 59,
 MK1311'41.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FEET NORTHWEST
 MK1311'OF FENCE.
 MK1311
 MK1311                          STATION RECOVERY (1995)
 MK1311
 MK1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1311'SEARCHED FOR BUT COULD NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0135 ***********************************************************************
 LH0135  DESIGNATION -  K 138
 LH0135  PID         -  LH0135
 LH0135  STATE/COUNTY-  NE/HAMILTON
 LH0135  COUNTRY     -  US
 LH0135  USGS QUAD   -  AURORA WEST (2017)
 LH0135
 LH0135                         *CURRENT SURVEY CONTROL
 LH0135  ______________________________________________________________________
 LH0135* NAD 83(1986) POSITION- 40 51 55.     (N) 098 02 17.     (W)   SCALED
 LH0135* NAVD 88 ORTHO HEIGHT -   550.175 (meters)     1805.03  (feet) ADJUSTED
 LH0135  ______________________________________________________________________
 LH0135  GEOID HEIGHT    -        -25.531 (meters)                     GEOID18
 LH0135  DYNAMIC HEIGHT  -        549.889 (meters)     1804.09  (feet) COMP
 LH0135  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 LH0135
 LH0135  VERT ORDER      -  SECOND    CLASS 0
 LH0135
 LH0135.The horizontal coordinates were scaled from a map and have
 LH0135.an estimated accuracy of +/- 6 seconds.
 LH0135
 LH0135.The orthometric height was determined by differential leveling and
 LH0135.adjusted by the NATIONAL GEODETIC SURVEY
 LH0135.in June 1991.
 LH0135
 LH0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0135.GEOID18 height accuracy estimate available here.
 LH0135
 LH0135.Click photographs - Photos may exist for this station.
 LH0135
 LH0135.The dynamic height is computed by dividing the NAVD 88
 LH0135.geopotential number by the normal gravity value computed on the
 LH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0135.degrees latitude (g = 980.6199 gals.).
 LH0135
 LH0135.The modeled gravity was interpolated from observed gravity values.
 LH0135
 LH0135;                    North         East    Units  Estimated Accuracy
 LH0135;SPC NE       -   116,450.      665,340.      MT  (+/- 180 meters Scaled)
 LH0135
 LH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL810242(NAD 83)
 LH0135
 LH0135                          SUPERSEDED SURVEY CONTROL
 LH0135
 LH0135  NGVD 29 (??/??/92)  549.943  (m)         1804.27   (f) ADJ UNCH    2 0
 LH0135
 LH0135.Superseded values are not recommended for survey control.
 LH0135
 LH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0135.See file dsdata.pdf to determine how the superseded data were derived.
 LH0135
 LH0135_MARKER: DB = BENCH MARK DISK
 LH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0135_STAMPING: K 138 1935
 LH0135_MARK LOGO: CGS
 LH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0135+STABILITY: SURFACE MOTION
 LH0135
 LH0135  HISTORY     - Date     Condition        Report By
 LH0135  HISTORY     - 1935     MONUMENTED       CGS
 LH0135  HISTORY     - 1950     GOOD             CGS
 LH0135
 LH0135                          STATION DESCRIPTION
 LH0135
 LH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0135'1.9 MI W FROM AURORA.
 LH0135'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0135'FROM THE STATION AT AURORA, AT A ROAD CROSSING, 58.7 FEET WEST
 LH0135'OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 43.2 FEET SOUTH
 LH0135'OF THE SOUTH RAIL OF THE TRACK, 8.5 FEET SOUTHWEST OF A TELEPHONE
 LH0135'POLE, 1.4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.0 FOOT
 LH0135'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 LH0135'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1073 ***********************************************************************
 MK1073  DESIGNATION -  K 139
 MK1073  PID         -  MK1073
 MK1073  STATE/COUNTY-  NE/CUMING
 MK1073  COUNTRY     -  US
 MK1073  USGS QUAD   -  WEST POINT (2017)
 MK1073
 MK1073                         *CURRENT SURVEY CONTROL
 MK1073  ______________________________________________________________________
 MK1073* NAD 83(1986) POSITION- 41 50 11.     (N) 096 42 49.     (W)   SCALED
 MK1073* NAVD 88 ORTHO HEIGHT -   399.254 (meters)     1309.89  (feet) ADJUSTED
 MK1073  ______________________________________________________________________
 MK1073  GEOID HEIGHT    -        -25.441 (meters)                     GEOID18
 MK1073  DYNAMIC HEIGHT  -        399.108 (meters)     1309.41  (feet) COMP
 MK1073  MODELED GRAVITY -    980,245.2   (mgal)                       NAVD 88
 MK1073
 MK1073  VERT ORDER      -  SECOND    CLASS 0
 MK1073
 MK1073.The horizontal coordinates were scaled from a map and have
 MK1073.an estimated accuracy of +/- 6 seconds.
 MK1073
 MK1073.The orthometric height was determined by differential leveling and
 MK1073.adjusted by the NATIONAL GEODETIC SURVEY
 MK1073.in June 1991.
 MK1073
 MK1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1073.GEOID18 height accuracy estimate available here.
 MK1073
 MK1073.Click photographs - Photos may exist for this station.
 MK1073
 MK1073.The dynamic height is computed by dividing the NAVD 88
 MK1073.geopotential number by the normal gravity value computed on the
 MK1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1073.degrees latitude (g = 980.6199 gals.).
 MK1073
 MK1073.The modeled gravity was interpolated from observed gravity values.
 MK1073
 MK1073;                    North         East    Units  Estimated Accuracy
 MK1073;SPC NE       -   227,580.      772,820.      MT  (+/- 180 meters Scaled)
 MK1073
 MK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM898341(NAD 83)
 MK1073
 MK1073                          SUPERSEDED SURVEY CONTROL
 MK1073
 MK1073  NGVD 29 (??/??/92)  399.113  (m)         1309.42   (f) ADJ UNCH    2 0
 MK1073
 MK1073.Superseded values are not recommended for survey control.
 MK1073
 MK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1073.See file dsdata.pdf to determine how the superseded data were derived.
 MK1073
 MK1073_MARKER: DB = BENCH MARK DISK
 MK1073_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK1073+WITH SETTING: PAVEMENT
 MK1073_SP_SET: TANK FOUNDATION
 MK1073_STAMPING: K 139 1935
 MK1073_MARK LOGO: CGS
 MK1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1073+STABILITY: SURFACE MOTION
 MK1073
 MK1073  HISTORY     - Date     Condition        Report By
 MK1073  HISTORY     - 1935     MONUMENTED       CGS
 MK1073  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1073
 MK1073                          STATION DESCRIPTION
 MK1073
 MK1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1073'AT WEST POINT.
 MK1073'A HORIZONTAL MARK IN THE NORTHWEST CORNER OF THE CHICAGO
 MK1073'AND NORTH WESTERN RAILROAD WATER TANK FOUNDATION, 125.5 FEET
 MK1073'EAST OF THE EAST RAIL OF THE MAIN TRACK, 90.4 FEET SOUTHEAST OF
 MK1073'THE SOUTHEAST CORNER OF THE DEPOT, 11.0 FEET NORTHWEST OF THE
 MK1073'NORTHWEST CORNER OF WATER TOWER, 1.5 FEET ABOVE THE GROUND
 MK1073'LEVEL.
 MK1073
 MK1073                          STATION RECOVERY (1965)
 MK1073
 MK1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0456 ***********************************************************************
 LG0456  DESIGNATION -  K 14
 LG0456  PID         -  LG0456
 LG0456  STATE/COUNTY-  NE/FILLMORE
 LG0456  COUNTRY     -  US
 LG0456  USGS QUAD   -  EXETER (2017)
 LG0456
 LG0456                         *CURRENT SURVEY CONTROL
 LG0456  ______________________________________________________________________
 LG0456* NAD 83(1986) POSITION- 40 38 52.40   (N) 097 24 22.69   (W)   HD_HELD1
 LG0456* NAVD 88 ORTHO HEIGHT -   483.780 (meters)     1587.20  (feet) ADJUSTED
 LG0456  ______________________________________________________________________
 LG0456  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 LG0456  DYNAMIC HEIGHT  -        483.515 (meters)     1586.33  (feet) COMP
 LG0456  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LG0456
 LG0456  VERT ORDER      -  FIRST     CLASS II
 LG0456
 LG0456.The horizontal coordinates were determined by differentially corrected
 LG0456.hand held GPS observations or other comparable positioning techniques
 LG0456.and have an estimated accuracy of +/- 3 meters.
 LG0456
 LG0456.The orthometric height was determined by differential leveling and
 LG0456.adjusted by the NATIONAL GEODETIC SURVEY
 LG0456.in May 1993.
 LG0456
 LG0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0456.GEOID18 height accuracy estimate available here.
 LG0456
 LG0456.Click photographs - Photos may exist for this station.
 LG0456
 LG0456.The dynamic height is computed by dividing the NAVD 88
 LG0456.geopotential number by the normal gravity value computed on the
 LG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0456.degrees latitude (g = 980.6199 gals.).
 LG0456
 LG0456.The modeled gravity was interpolated from observed gravity values.
 LG0456
 LG0456;                    North         East    Units  Estimated Accuracy
 LG0456;SPC NE       -    93,728.9     719,295.0     MT  (+/- 3 meters HH1 GPS) 
 LG0456
 LG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3474500891(NAD 83)
 LG0456
 LG0456                          SUPERSEDED SURVEY CONTROL
 LG0456
 LG0456  NAVD 88 (06/15/91)  483.768  (m)         1587.16   (f) SUPERSEDED  1 2
 LG0456  NGVD 29 (??/??/92)  483.604  (m)         1586.62   (f) ADJ UNCH    1 2
 LG0456
 LG0456.Superseded values are not recommended for survey control.
 LG0456
 LG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0456.See file dsdata.pdf to determine how the superseded data were derived.
 LG0456
 LG0456_MARKER: DB = BENCH MARK DISK
 LG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0456_STAMPING: K 14 1933 1586.516
 LG0456_MARK LOGO: CGS
 LG0456_PROJECTION: FLUSH
 LG0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0456+STABILITY: SURFACE MOTION
 LG0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0456+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 LG0456
 LG0456  HISTORY     - Date     Condition        Report By
 LG0456  HISTORY     - 1933     MONUMENTED       CGS
 LG0456  HISTORY     - 1940     GOOD             CGS
 LG0456  HISTORY     - 19911008 GOOD             NGS
 LG0456  HISTORY     - 20200303 GOOD             NEGS
 LG0456
 LG0456                          STATION DESCRIPTION
 LG0456
 LG0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0456'2.3 MI E FROM EXETER.
 LG0456'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0456'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.5 MILE EAST OF
 LG0456'MILEPOST 103, 127 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 79
 LG0456'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 61 FEET NORTH OF THE
 LG0456'CENTERLINE OF U.S. HIGHWAY 6, 11 FEET WEST OF A POLE, IN LINE
 LG0456'WITH THE ROW OF POLES, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 LG0456'POST.  A STANDARD DISK, STAMPED 1586.516 K 14 1933 AND SET IN
 LG0456'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0456
 LG0456                          STATION RECOVERY (1991)
 LG0456
 LG0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0456'16.4 KM (10.20 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0456'OF U.S. HIGHWAY 81 IN FAIRMONT, 40.2 M (131.9 FT) EAST OF THE CENTER
 LG0456'OF A GRAVELED ROAD, 23.5 M (77.1 FT) SOUTH OF THE NEAR RAIL OF THE
 LG0456'BURLINGTON NORTHERN RAILROAD, 18.7 M (61.4 FT) NORTH OF AND LEVEL
 LG0456'WITH THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT) WEST OF A UTILITY POLE,
 LG0456'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 LG0456'WITH THE GROUND SURFACE.
 LG0456
 LG0456                          STATION RECOVERY (2020)
 LG0456
 LG0456'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LG0456'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND SPUR 76 A (SPUR TO
 LG0456'CORDOVA, NE), GO WEST ON US-6 APPROXIMATELY 3.00 MI (4.83 KM) TO THE
 LG0456'BENCH MARK ON THE RIGHT (NORTH) SIDE OF THE HIGHWAY.
 LG0456'
 LG0456'IT IS 132 FT (40.2 M) EAST OF THE CENTERLINE OF COUNTY ROAD 23, 77.1
 LG0456'FT (23.5 M) SOUTH OF THE SOUTH RAIL OF THE BNRR, 61.5 FT (18.7 M)
 LG0456'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.0 FT (0.3 M) SOUTH OF A
 LG0456'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0276 ***********************************************************************
 MK0276  DESIGNATION -  K 140
 MK0276  PID         -  MK0276
 MK0276  STATE/COUNTY-  NE/BURT
 MK0276  COUNTRY     -  US
 MK0276  USGS QUAD   -  LYONS (2017)
 MK0276
 MK0276                         *CURRENT SURVEY CONTROL
 MK0276  ______________________________________________________________________
 MK0276* NAD 83(1986) POSITION- 41 56 15.     (N) 096 25 14.     (W)   SCALED
 MK0276* NAVD 88 ORTHO HEIGHT -   420.344 (meters)     1379.08  (feet) ADJUSTED
 MK0276  ______________________________________________________________________
 MK0276  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 MK0276  DYNAMIC HEIGHT  -        420.193 (meters)     1378.58  (feet) COMP
 MK0276  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 MK0276
 MK0276  VERT ORDER      -  SECOND    CLASS 0
 MK0276
 MK0276.The horizontal coordinates were scaled from a map and have
 MK0276.an estimated accuracy of +/- 6 seconds.
 MK0276
 MK0276.The orthometric height was determined by differential leveling and
 MK0276.adjusted by the NATIONAL GEODETIC SURVEY
 MK0276.in June 1991.
 MK0276
 MK0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0276.GEOID18 height accuracy estimate available here.
 MK0276
 MK0276.Click photographs - Photos may exist for this station.
 MK0276
 MK0276.The dynamic height is computed by dividing the NAVD 88
 MK0276.geopotential number by the normal gravity value computed on the
 MK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0276.degrees latitude (g = 980.6199 gals.).
 MK0276
 MK0276.The modeled gravity was interpolated from observed gravity values.
 MK0276
 MK0276;                    North         East    Units  Estimated Accuracy
 MK0276;SPC NE       -   239,760.      796,670.      MT  (+/- 180 meters Scaled)
 MK0276
 MK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM138460(NAD 83)
 MK0276
 MK0276                          SUPERSEDED SURVEY CONTROL
 MK0276
 MK0276  NGVD 29 (??/??/92)  420.197  (m)         1378.60   (f) ADJ UNCH    2 0
 MK0276
 MK0276.Superseded values are not recommended for survey control.
 MK0276
 MK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0276.See file dsdata.pdf to determine how the superseded data were derived.
 MK0276
 MK0276_MARKER: DB = BENCH MARK DISK
 MK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0276_STAMPING: K 140 1935
 MK0276_MARK LOGO: CGS
 MK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0276+STABILITY: SURFACE MOTION
 MK0276
 MK0276  HISTORY     - Date     Condition        Report By
 MK0276  HISTORY     - 1935     MONUMENTED       CGS
 MK0276  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0276
 MK0276                          STATION DESCRIPTION
 MK0276
 MK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0276'2.6 MI E FROM LYONS.
 MK0276'2.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE CHICAGO,
 MK0276'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, BURT COUNTY, 0.2
 MK0276'MILE EAST OF THE SECOND SECTION LINE ROAD EAST OF THE JUNCTION
 MK0276'OF U.S. HIGHWAY 77, 500 FEET EAST OF A FARMHOUSE OWNED IN 1935
 MK0276'BY FRED JENSEN, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MK0276'2.5 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, AND IN LINE WITH
 MK0276'A ROW OF POLES.  A STANDARD DISK, STAMPED K 140 1935 AND SET IN
 MK0276'THE TOP OF A CONCRETE POST.
 MK0276
 MK0276                          STATION RECOVERY (1965)
 MK0276
 MK0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1187 ***********************************************************************
 MK1187  DESIGNATION -  K 141
 MK1187  PID         -  MK1187
 MK1187  STATE/COUNTY-  NE/STANTON
 MK1187  COUNTRY     -  US
 MK1187  USGS QUAD   -  MADISON NE (2017)
 MK1187
 MK1187                         *CURRENT SURVEY CONTROL
 MK1187  ______________________________________________________________________
 MK1187* NAD 83(1986) POSITION- 41 57 16.     (N) 097 17 13.     (W)   SCALED
 MK1187* NAVD 88 ORTHO HEIGHT -   451.021 (meters)     1479.72  (feet) ADJUSTED
 MK1187  ______________________________________________________________________
 MK1187  GEOID HEIGHT    -        -24.708 (meters)                     GEOID18
 MK1187  DYNAMIC HEIGHT  -        450.852 (meters)     1479.17  (feet) COMP
 MK1187  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 MK1187
 MK1187  VERT ORDER      -  SECOND    CLASS 0
 MK1187
 MK1187.The horizontal coordinates were scaled from a map and have
 MK1187.an estimated accuracy of +/- 6 seconds.
 MK1187
 MK1187.The orthometric height was determined by differential leveling and
 MK1187.adjusted by the NATIONAL GEODETIC SURVEY
 MK1187.in June 1991.
 MK1187
 MK1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1187.GEOID18 height accuracy estimate available here.
 MK1187
 MK1187.Click photographs - Photos may exist for this station.
 MK1187
 MK1187.The dynamic height is computed by dividing the NAVD 88
 MK1187.geopotential number by the normal gravity value computed on the
 MK1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1187.degrees latitude (g = 980.6199 gals.).
 MK1187
 MK1187.The modeled gravity was interpolated from observed gravity values.
 MK1187
 MK1187;                    North         East    Units  Estimated Accuracy
 MK1187;SPC NE       -   239,030.      724,830.      MT  (+/- 180 meters Scaled)
 MK1187
 MK1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM419461(NAD 83)
 MK1187
 MK1187                          SUPERSEDED SURVEY CONTROL
 MK1187
 MK1187  NGVD 29 (??/??/92)  450.850  (m)         1479.16   (f) ADJ UNCH    2 0
 MK1187
 MK1187.Superseded values are not recommended for survey control.
 MK1187
 MK1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1187.See file dsdata.pdf to determine how the superseded data were derived.
 MK1187
 MK1187_MARKER: DB = BENCH MARK DISK
 MK1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1187_STAMPING: K 141 1935
 MK1187_MARK LOGO: CGS
 MK1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1187+STABILITY: SURFACE MOTION
 MK1187
 MK1187  HISTORY     - Date     Condition        Report By
 MK1187  HISTORY     - 1935     MONUMENTED       CGS
 MK1187  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1187
 MK1187                          STATION DESCRIPTION
 MK1187
 MK1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1187'3.6 MI W FROM STANTON.
 MK1187'3.6 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1187'RAILROAD BETWEEN PILGER AND NORFOLK, 71 FEET SOUTHWEST OF THE
 MK1187'SOUTHWEST CORNER OF BRIDGE ON STATE HIGHWAY NO. 8, 88 FEET NORTH
 MK1187'OF MILE POST NO. 73, AND DIRECTLY OPPOSITE, 43.5 FEET NORTH OF
 MK1187'THE NORTH RAIL, 38.0 FEET SOUTH OF THE CENTER LINE OF STATE
 MK1187'HIGHWAY NO. 8.  NOTE-- OLD HIGHWAY WAS WIDENED OR COVERED WITH
 MK1187'FILL DIRT.
 MK1187
 MK1187                          STATION RECOVERY (1968)
 MK1187
 MK1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK1187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0084 ***********************************************************************
 LH0084  DESIGNATION -  K 15
 LH0084  PID         -  LH0084
 LH0084  STATE/COUNTY-  NE/CLAY
 LH0084  COUNTRY     -  US
 LH0084  USGS QUAD   -  HARVARD (2017)
 LH0084
 LH0084                         *CURRENT SURVEY CONTROL
 LH0084  ______________________________________________________________________
 LH0084* NAD 83(1986) POSITION- 40 37 00.3    (N) 098 05 50.6    (W)   HD_HELD2
 LH0084* NAVD 88 ORTHO HEIGHT -   549.690 (meters)     1803.44  (feet) ADJUSTED
 LH0084  ______________________________________________________________________
 LH0084  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 LH0084  DYNAMIC HEIGHT  -        549.385 (meters)     1802.44  (feet) COMP
 LH0084  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 LH0084
 LH0084  VERT ORDER      -  FIRST     CLASS II
 LH0084
 LH0084.The horizontal coordinates were established by autonomous hand held GPS
 LH0084.observations and have an estimated accuracy of +/- 10 meters.
 LH0084
 LH0084.The orthometric height was determined by differential leveling and
 LH0084.adjusted by the NATIONAL GEODETIC SURVEY
 LH0084.in June 1991.
 LH0084
 LH0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0084.GEOID18 height accuracy estimate available here.
 LH0084
 LH0084.Click photographs - Photos may exist for this station.
 LH0084
 LH0084.The dynamic height is computed by dividing the NAVD 88
 LH0084.geopotential number by the normal gravity value computed on the
 LH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0084.degrees latitude (g = 980.6199 gals.).
 LH0084
 LH0084.The modeled gravity was interpolated from observed gravity values.
 LH0084
 LH0084;                    North         East    Units  Estimated Accuracy
 LH0084;SPC NE       -    88,753.      660,951.      MT  (+/- 10 meters HH2 GPS)
 LH0084
 LH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7634996605(NAD 83)
 LH0084
 LH0084                          SUPERSEDED SURVEY CONTROL
 LH0084
 LH0084  NGVD 29 (??/??/92)  549.472  (m)         1802.73   (f) ADJ UNCH    1 2
 LH0084
 LH0084.Superseded values are not recommended for survey control.
 LH0084
 LH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0084.See file dsdata.pdf to determine how the superseded data were derived.
 LH0084
 LH0084_MARKER: DB = BENCH MARK DISK
 LH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0084_STAMPING: K 15 1933 1802.762
 LH0084_MARK LOGO: CGS
 LH0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0084+STABILITY: SURFACE MOTION
 LH0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0084+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 LH0084
 LH0084  HISTORY     - Date     Condition        Report By
 LH0084  HISTORY     - 1933     MONUMENTED       CGS
 LH0084  HISTORY     - 1934     GOOD             CGS
 LH0084  HISTORY     - 19911006 GOOD             NGS
 LH0084  HISTORY     - 20100617 GOOD             GRWAS
 LH0084
 LH0084                          STATION DESCRIPTION
 LH0084
 LH0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0084'AT HARVARD.
 LH0084'AT HARVARD, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0084'RAILROAD, 9-1/2 RAILS EAST OF THE EAST FACE OF THE STATION, AT THE
 LH0084'EAST END OF THE STATION PARK, AT THE MAIN STREET CROSSING, 41
 LH0084'FEET WEST OF THE CENTERLINE OF THE STREET, 39 FEET NORTH OF THE
 LH0084'CENTERLINE OF THE MAIN TRACK, 15 FEET NORTH OF A FENCE CORNER,
 LH0084'AND 2 FEET WEST OF A BRICK WALK.  A STANDARD DISK, STAMPED
 LH0084'1802.762 K 15 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0084'PROJECTING 3 INCHES ABOVE GROUND.
 LH0084
 LH0084                          STATION RECOVERY (1991)
 LH0084
 LH0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0084'IN HARVARD, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LH0084'AND CLAY AVENUE, 28.0 M (91.9 FT) SOUTH OF THE CENTER OF DEPOT
 LH0084'STREET, 12.5 M (41.0 FT) WEST OF AND LEVEL WITH THE AVENUE CENTER,
 LH0084'11.1 M (36.4 FT) NORTH OF THE NEAR RAIL, 6.5 M (21.3 FT) NORTHWEST OF
 LH0084'A RAILROAD SIGNAL, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 LH0084'GROUND SURFACE.
 LH0084
 LH0084                          STATION RECOVERY (2010)
 LH0084
 LH0084'RECOVERY NOTE BY GRW AERIAL SURVEY 2010 (CS)
 LH0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0295 ***********************************************************************
 LJ0295  DESIGNATION -  K 158
 LJ0295  PID         -  LJ0295
 LJ0295  STATE/COUNTY-  NE/CHASE
 LJ0295  COUNTRY     -  US
 LJ0295  USGS QUAD   -  IMPERIAL (2017)
 LJ0295
 LJ0295                         *CURRENT SURVEY CONTROL
 LJ0295  ______________________________________________________________________
 LJ0295* NAD 83(1986) POSITION- 40 32 14.     (N) 101 43 21.     (W)   SCALED
 LJ0295* NAVD 88 ORTHO HEIGHT -  1017.959 (meters)     3339.75  (feet) ADJUSTED
 LJ0295  ______________________________________________________________________
 LJ0295  GEOID HEIGHT    -        -22.030 (meters)                     GEOID18
 LJ0295  DYNAMIC HEIGHT  -       1017.257 (meters)     3337.45  (feet) COMP
 LJ0295  MODELED GRAVITY -    979,901.0   (mgal)                       NAVD 88
 LJ0295
 LJ0295  VERT ORDER      -  SECOND    CLASS 0
 LJ0295
 LJ0295.The horizontal coordinates were scaled from a map and have
 LJ0295.an estimated accuracy of +/- 6 seconds.
 LJ0295
 LJ0295.The orthometric height was determined by differential leveling and
 LJ0295.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0295.in June 1991.
 LJ0295
 LJ0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0295.GEOID18 height accuracy estimate available here.
 LJ0295
 LJ0295.Click photographs - Photos may exist for this station.
 LJ0295
 LJ0295.The dynamic height is computed by dividing the NAVD 88
 LJ0295.geopotential number by the normal gravity value computed on the
 LJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0295.degrees latitude (g = 980.6199 gals.).
 LJ0295
 LJ0295.The modeled gravity was interpolated from observed gravity values.
 LJ0295
 LJ0295;                    North         East    Units  Estimated Accuracy
 LJ0295;SPC NE       -    79,610.      354,110.      MT  (+/- 180 meters Scaled)
 LJ0295
 LJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK694909(NAD 83)
 LJ0295
 LJ0295                          SUPERSEDED SURVEY CONTROL
 LJ0295
 LJ0295  NGVD 29 (??/??/92) 1017.548  (m)         3338.41   (f) ADJ UNCH    2 0
 LJ0295
 LJ0295.Superseded values are not recommended for survey control.
 LJ0295
 LJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0295.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0295
 LJ0295_MARKER: DB = BENCH MARK DISK
 LJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0295_STAMPING: K 158 1934
 LJ0295_MARK LOGO: CGS
 LJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0295+STABILITY: SURFACE MOTION
 LJ0295
 LJ0295  HISTORY     - Date     Condition        Report By
 LJ0295  HISTORY     - 1934     MONUMENTED       CGS
 LJ0295  HISTORY     - 1941     MARK NOT FOUND   CGS
 LJ0295
 LJ0295                          STATION DESCRIPTION
 LJ0295
 LJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0295'5.9 MI W FROM IMPERIAL.
 LJ0295'5.9 MILES WEST OF RAILROAD STATION AT IMPERIAL, ON U.S. HIGHWAY
 LJ0295'6 AT A CROSS ROADS, AND UNDER TELEPHONE LINE.  60 FEET SOUTH
 LJ0295'OF CENTER LINE OF HIGHWAY.  42 FEET EAST OF CENTER LINE OF
 LJ0295'CROSS ROADS.
 LJ0295
 LJ0295                          STATION RECOVERY (1941)
 LJ0295
 LJ0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0651 ***********************************************************************
 ML0651  DESIGNATION -  K 16 RESET
 ML0651  PID         -  ML0651
 ML0651  STATE/COUNTY-  NE/CUSTER
 ML0651  COUNTRY     -  US
 ML0651  USGS QUAD   -  MASON CITY SW (2017)
 ML0651
 ML0651                         *CURRENT SURVEY CONTROL
 ML0651  ______________________________________________________________________
 ML0651* NAD 83(1986) POSITION- 41 06 15.     (N) 099 23 42.     (W)   SCALED
 ML0651* NAVD 88 ORTHO HEIGHT -   738.43  (meters)     2422.7   (feet) RESET
 ML0651  ______________________________________________________________________
 ML0651  GEOID HEIGHT    -        -23.573 (meters)                     GEOID18
 ML0651  VERT ORDER      -  THIRD
 ML0651
 ML0651.The horizontal coordinates were scaled from a map and have
 ML0651.an estimated accuracy of +/- 6 seconds.
 ML0651
 ML0651.The orthometric height was computed from unverified reset data.
 ML0651
 ML0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0651.GEOID18 height accuracy estimate available here.
 ML0651
 ML0651.Click photographs - Photos may exist for this station.
 ML0651
 ML0651;                    North         East    Units  Estimated Accuracy
 ML0651;SPC NE       -   141,270.      550,810.      MT  (+/- 180 meters Scaled)
 ML0651
 ML0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML668503(NAD 83)
 ML0651
 ML0651                          SUPERSEDED SURVEY CONTROL
 ML0651
 ML0651.No superseded survey control is available for this station.
 ML0651
 ML0651_MARKER: DB = BENCH MARK DISK
 ML0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0651_STAMPING: K 16 RESET 1969
 ML0651_MARK LOGO: CGS
 ML0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0651+STABILITY: SURFACE MOTION
 ML0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0651+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 ML0651
 ML0651  HISTORY     - Date     Condition        Report By
 ML0651  HISTORY     - 1969     MONUMENTED       NEDR
 ML0651  HISTORY     - 20190404 GOOD             NEGS
 ML0651
 ML0651                          STATION DESCRIPTION
 ML0651
 ML0651'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 ML0651'13 MI NNW FROM MILLER.
 ML0651'ABOUT 12.0 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION
 ML0651'OF STATE HIGHWAY 40 AT MILLER, THENCE 0.95 MILES WEST ALONG
 ML0651'A COUNTY ROAD, 250 FEET EAST OF A COUNTY ROAD INTERSECTION
 ML0651'AND IS BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST ALONG
 ML0651'A FENCE LINE.
 ML0651
 ML0651                          STATION RECOVERY (2019)
 ML0651
 ML0651'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0651'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 40 AND U.S. HIGHWAY
 ML0651'183 IN MILLER, NE, GO NORTH APPROXIMATELY 12.25 MI (19.71 KM) TO CUMRO
 ML0651'ROAD.  TURN LEFT (WEST) ONTO CUMRO ROAD AND GO APPROXIMATELY 0.84 MI
 ML0651'(1.35 KM) TO MARK ON THE LEFT (SOUTH).
 ML0651'
 ML0651'THE MARK IS APPROXIMATELY 310 FT (94.5 M) EAST OF THE CENTERLINE OF
 ML0651'COUNTY ROAD 452, APPROXIMATELY 100 FT (30.5 M) SOUTH OF THE CENTERLINE
 ML0651'OF CUMRO ROAD AND 1 FT (0.3 M) NORTH OF AN EAST-WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0262 ***********************************************************************
 LJ0262  DESIGNATION -  K 160
 LJ0262  PID         -  LJ0262
 LJ0262  STATE/COUNTY-  NE/PERKINS
 LJ0262  COUNTRY     -  US
 LJ0262  USGS QUAD   -  GRANT (2017)
 LJ0262
 LJ0262                         *CURRENT SURVEY CONTROL
 LJ0262  ______________________________________________________________________
 LJ0262* NAD 83(1986) POSITION- 40 48 57.     (N) 101 39 58.     (W)   SCALED
 LJ0262* NAVD 88 ORTHO HEIGHT -  1036.019 (meters)     3399.01  (feet) ADJUSTED
 LJ0262  ______________________________________________________________________
 LJ0262  GEOID HEIGHT    -        -21.593 (meters)                     GEOID18
 LJ0262  DYNAMIC HEIGHT  -       1035.337 (meters)     3396.77  (feet) COMP
 LJ0262  MODELED GRAVITY -    979,930.2   (mgal)                       NAVD 88
 LJ0262
 LJ0262  VERT ORDER      -  SECOND    CLASS 0
 LJ0262
 LJ0262.The horizontal coordinates were scaled from a map and have
 LJ0262.an estimated accuracy of +/- 6 seconds.
 LJ0262
 LJ0262.The orthometric height was determined by differential leveling and
 LJ0262.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0262.in June 1991.
 LJ0262
 LJ0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0262.GEOID18 height accuracy estimate available here.
 LJ0262
 LJ0262.Click photographs - Photos may exist for this station.
 LJ0262
 LJ0262.The dynamic height is computed by dividing the NAVD 88
 LJ0262.geopotential number by the normal gravity value computed on the
 LJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0262.degrees latitude (g = 980.6199 gals.).
 LJ0262
 LJ0262.The modeled gravity was interpolated from observed gravity values.
 LJ0262
 LJ0262;                    North         East    Units  Estimated Accuracy
 LJ0262;SPC NE       -   110,440.      359,480.      MT  (+/- 180 meters Scaled)
 LJ0262
 LJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL751217(NAD 83)
 LJ0262
 LJ0262                          SUPERSEDED SURVEY CONTROL
 LJ0262
 LJ0262  NGVD 29 (??/??/92) 1035.605  (m)         3397.65   (f) ADJ UNCH    2 0
 LJ0262
 LJ0262.Superseded values are not recommended for survey control.
 LJ0262
 LJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0262.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0262
 LJ0262_MARKER: DB = BENCH MARK DISK
 LJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0262_STAMPING: K 160 1934
 LJ0262_MARK LOGO: CGS
 LJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0262+STABILITY: SURFACE MOTION
 LJ0262
 LJ0262  HISTORY     - Date     Condition        Report By
 LJ0262  HISTORY     - 1934     MONUMENTED       CGS
 LJ0262  HISTORY     - 1960     MARK NOT FOUND   CGS
 LJ0262
 LJ0262                          STATION DESCRIPTION
 LJ0262
 LJ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LJ0262'4.9 MI S FROM GRANT.
 LJ0262'4.9 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0262'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, 125 FEET
 LJ0262'NORTH OF A ROAD IN A PROPERTY LINE, 25 FEET NORTH OF A CROSS
 LJ0262'ROAD NEAR A FARMHOUSE, AND 45 FEET WEST OF THE CENTERLINE OF
 LJ0262'THE HIGHWAY.  A STANDARD DISK, STAMPED K 160 1934 AND SET IN THE
 LJ0262'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0249 ***********************************************************************
 LJ0249  DESIGNATION -  K 162
 LJ0249  PID         -  LJ0249
 LJ0249  STATE/COUNTY-  NE/DUNDY
 LJ0249  COUNTRY     -  US
 LJ0249  USGS QUAD   -  BENKELMAN (2017)
 LJ0249
 LJ0249                         *CURRENT SURVEY CONTROL
 LJ0249  ______________________________________________________________________
 LJ0249* NAD 83(1986) POSITION- 40 04 20.     (N) 101 30 44.     (W)   SCALED
 LJ0249* NAVD 88 ORTHO HEIGHT -   923.195 (meters)     3028.85  (feet) ADJUSTED
 LJ0249  ______________________________________________________________________
 LJ0249  GEOID HEIGHT    -        -23.246 (meters)                     GEOID18
 LJ0249  DYNAMIC HEIGHT  -        922.535 (meters)     3026.68  (feet) COMP
 LJ0249  MODELED GRAVITY -    979,879.5   (mgal)                       NAVD 88
 LJ0249
 LJ0249  VERT ORDER      -  SECOND    CLASS 0
 LJ0249
 LJ0249.The horizontal coordinates were scaled from a map and have
 LJ0249.an estimated accuracy of +/- 6 seconds.
 LJ0249
 LJ0249.The orthometric height was determined by differential leveling and
 LJ0249.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0249.in June 1991.
 LJ0249
 LJ0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0249.GEOID18 height accuracy estimate available here.
 LJ0249
 LJ0249.Click photographs - Photos may exist for this station.
 LJ0249
 LJ0249.The dynamic height is computed by dividing the NAVD 88
 LJ0249.geopotential number by the normal gravity value computed on the
 LJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0249.degrees latitude (g = 980.6199 gals.).
 LJ0249
 LJ0249.The modeled gravity was interpolated from observed gravity values.
 LJ0249
 LJ0249;                    North         East    Units  Estimated Accuracy
 LJ0249;SPC NE       -    27,650.      371,010.      MT  (+/- 180 meters Scaled)
 LJ0249
 LJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK857387(NAD 83)
 LJ0249
 LJ0249                          SUPERSEDED SURVEY CONTROL
 LJ0249
 LJ0249  NGVD 29 (??/??/92)  922.841  (m)         3027.69   (f) ADJ UNCH    2 0
 LJ0249
 LJ0249.Superseded values are not recommended for survey control.
 LJ0249
 LJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0249.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0249
 LJ0249_MARKER: DB = BENCH MARK DISK
 LJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0249_STAMPING: K 162 1934
 LJ0249_MARK LOGO: CGS
 LJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0249+STABILITY: SURFACE MOTION
 LJ0249
 LJ0249  HISTORY     - Date     Condition        Report By
 LJ0249  HISTORY     - 1934     MONUMENTED       CGS
 LJ0249  HISTORY     - 1959     GOOD             CGS
 LJ0249  HISTORY     - 20200226 MARK NOT FOUND   NEGS
 LJ0249
 LJ0249                          STATION DESCRIPTION
 LJ0249
 LJ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LJ0249'2.1 MI NE FROM BENKELMAN.
 LJ0249'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0249'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, 0.1 MILE
 LJ0249'NORTH OF THE STATE FISH HATCHERY, AND 45 FEET EAST OF THE
 LJ0249'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 162 1934 AND
 LJ0249'SET IN THE TOP OF A CONCRETE POST.
 LJ0249
 LJ0249                          STATION RECOVERY (2020)
 LJ0249
 LJ0249'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LJ0249'SEARCHED FOR.  NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0625 ***********************************************************************
 LG0625  DESIGNATION -  K 163
 LG0625  PID         -  LG0625
 LG0625  STATE/COUNTY-  NE/NUCKOLLS
 LG0625  COUNTRY     -  US
 LG0625  USGS QUAD   -  OAK (2017)
 LG0625
 LG0625                         *CURRENT SURVEY CONTROL
 LG0625  ______________________________________________________________________
 LG0625* NAD 83(1986) POSITION- 40 12 19.     (N) 097 55 07.     (W)   SCALED
 LG0625* NAVD 88 ORTHO HEIGHT -   502.644 (meters)     1649.09  (feet) ADJUSTED
 LG0625  ______________________________________________________________________
 LG0625  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 LG0625  DYNAMIC HEIGHT  -        502.352 (meters)     1648.13  (feet) COMP
 LG0625  MODELED GRAVITY -    980,029.3   (mgal)                       NAVD 88
 LG0625
 LG0625  VERT ORDER      -  SECOND    CLASS 0
 LG0625
 LG0625.The horizontal coordinates were scaled from a map and have
 LG0625.an estimated accuracy of +/- 6 seconds.
 LG0625
 LG0625.The orthometric height was determined by differential leveling and
 LG0625.adjusted by the NATIONAL GEODETIC SURVEY
 LG0625.in June 1991.
 LG0625
 LG0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0625.GEOID18 height accuracy estimate available here.
 LG0625
 LG0625.Click photographs - Photos may exist for this station.
 LG0625
 LG0625.The dynamic height is computed by dividing the NAVD 88
 LG0625.geopotential number by the normal gravity value computed on the
 LG0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0625.degrees latitude (g = 980.6199 gals.).
 LG0625
 LG0625.The modeled gravity was interpolated from observed gravity values.
 LG0625
 LG0625;                    North         East    Units  Estimated Accuracy
 LG0625;SPC NE       -    43,430.      677,170.      MT  (+/- 180 meters Scaled)
 LG0625
 LG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK920511(NAD 83)
 LG0625
 LG0625                          SUPERSEDED SURVEY CONTROL
 LG0625
 LG0625  NGVD 29 (??/??/92)  502.462  (m)         1648.49   (f) ADJ UNCH    2 0
 LG0625
 LG0625.Superseded values are not recommended for survey control.
 LG0625
 LG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0625.See file dsdata.pdf to determine how the superseded data were derived.
 LG0625
 LG0625_MARKER: DB = BENCH MARK DISK
 LG0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0625_STAMPING: K 163 1934
 LG0625_MARK LOGO: CGS
 LG0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0625+STABILITY: SURFACE MOTION
 LG0625
 LG0625  HISTORY     - Date     Condition        Report By
 LG0625  HISTORY     - 1934     MONUMENTED       CGS
 LG0625
 LG0625                          STATION DESCRIPTION
 LG0625
 LG0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0625'2.6 MI S FROM OAK.
 LG0625'2.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0625'THE STATION AT OAK, NUCKOLLS COUNTY, SOUTH OF BRIDGE C 147, AT
 LG0625'A ROAD CROSSING, 100 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LG0625'AND 35 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LG0625'DISK, STAMPED K 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0672 ***********************************************************************
 LH0672  DESIGNATION -  K 164
 LH0672  PID         -  LH0672
 LH0672  STATE/COUNTY-  NE/PHELPS
 LH0672  COUNTRY     -  US
 LH0672  USGS QUAD   -  HOLDREGE WEST (2017)
 LH0672
 LH0672                         *CURRENT SURVEY CONTROL
 LH0672  ______________________________________________________________________
 LH0672* NAD 83(1986) POSITION- 40 27 30.37   (N) 099 27 17.00   (W)   HD_HELD1
 LH0672* NAVD 88 ORTHO HEIGHT -   716.766 (meters)     2351.59  (feet) ADJUSTED
 LH0672  ______________________________________________________________________
 LH0672  GEOID HEIGHT    -        -24.761 (meters)                     GEOID18
 LH0672  DYNAMIC HEIGHT  -        716.323 (meters)     2350.14  (feet) COMP
 LH0672  MODELED GRAVITY -    979,983.8   (mgal)                       NAVD 88
 LH0672
 LH0672  VERT ORDER      -  SECOND    CLASS 0
 LH0672
 LH0672.The horizontal coordinates were determined by differentially corrected
 LH0672.hand held GPS observations or other comparable positioning techniques
 LH0672.and have an estimated accuracy of +/- 3 meters.
 LH0672
 LH0672.The orthometric height was determined by differential leveling and
 LH0672.adjusted by the NATIONAL GEODETIC SURVEY
 LH0672.in June 1991.
 LH0672
 LH0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0672.GEOID18 height accuracy estimate available here.
 LH0672
 LH0672.Click photographs - Photos may exist for this station.
 LH0672
 LH0672.The dynamic height is computed by dividing the NAVD 88
 LH0672.geopotential number by the normal gravity value computed on the
 LH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0672.degrees latitude (g = 980.6199 gals.).
 LH0672
 LH0672.The modeled gravity was interpolated from observed gravity values.
 LH0672
 LH0672;                    North         East    Units  Estimated Accuracy
 LH0672;SPC NE       -    69,551.6     546,242.1     MT  (+/- 3 meters HH1 GPS) 
 LH0672
 LH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6144578740(NAD 83)
 LH0672
 LH0672                          SUPERSEDED SURVEY CONTROL
 LH0672
 LH0672  NGVD 29 (??/??/92)  716.483  (m)         2350.66   (f) ADJ UNCH    2 0
 LH0672
 LH0672.Superseded values are not recommended for survey control.
 LH0672
 LH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0672.See file dsdata.pdf to determine how the superseded data were derived.
 LH0672
 LH0672_MARKER: DB = BENCH MARK DISK
 LH0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0672_STAMPING: K 164 1934
 LH0672_MARK LOGO: CGS
 LH0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0672+STABILITY: SURFACE MOTION
 LH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0672+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2020
 LH0672
 LH0672  HISTORY     - Date     Condition        Report By
 LH0672  HISTORY     - 1934     MONUMENTED       CGS
 LH0672  HISTORY     - 20060513 GOOD             GEOCAC
 LH0672  HISTORY     - 20200206 GOOD             NEGS
 LH0672
 LH0672                          STATION DESCRIPTION
 LH0672
 LH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0672'3.1 MI E FROM LOOMIS.
 LH0672'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0672'FROM THE STATION AT LOOMIS, PHELPS COUNTY, AT A ROAD CROSSING,
 LH0672'51 FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF
 LH0672'THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POWERLINE
 LH0672'POLES.  A STANDARD DISK, STAMPED K 164 1934 AND SET IN THE TOP OF
 LH0672'A CONCRETE POST.
 LH0672
 LH0672                          STATION RECOVERY (2006)
 LH0672
 LH0672'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0672'THE STATION IS ABOUT 70 FEET NORTHEAST OF STATE HIGHWAY 23, 51 FEET
 LH0672'EAST OF THE CENTER LINE OF COUNTY ROAD J, 40 FEET SOUTHWEST OF THE
 LH0672'TRACK, ABOUT 15 FEET EAST OF WOOD UTILITY POLE NUMBER 55.
 LH0672
 LH0672                          STATION RECOVERY (2020)
 LH0672
 LH0672'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0672'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND NE. HIGHWAY 23 WEST
 LH0672'OF HOLDREGE, NE., GO WEST ON N-23 APPROXIMATELY 3.7 MI (6.0 KM) TO
 LH0672'COUNTY ROAD J AND THE MARK ON THE LEFT.
 LH0672'
 LH0672'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION AT
 LH0672'MILE POST 156+15, 3.5 FT (1.1 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 LH0672'POST AND 16.5 FT (5.0 M) EAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0015 ***********************************************************************
 LJ0015  DESIGNATION -  K 165
 LJ0015  PID         -  LJ0015
 LJ0015  STATE/COUNTY-  NE/FRONTIER
 LJ0015  COUNTRY     -  US
 LJ0015  USGS QUAD   -  MOOREFIELD (2017)
 LJ0015
 LJ0015                         *CURRENT SURVEY CONTROL
 LJ0015  ______________________________________________________________________
 LJ0015* NAD 83(1986) POSITION- 40 37 55.     (N) 100 26 32.     (W)   SCALED
 LJ0015* NAVD 88 ORTHO HEIGHT -   793.077 (meters)     2601.95  (feet) ADJUSTED
 LJ0015  ______________________________________________________________________
 LJ0015  GEOID HEIGHT    -        -23.323 (meters)                     GEOID18
 LJ0015  DYNAMIC HEIGHT  -        792.580 (meters)     2600.32  (feet) COMP
 LJ0015  MODELED GRAVITY -    979,971.2   (mgal)                       NAVD 88
 LJ0015
 LJ0015  VERT ORDER      -  SECOND    CLASS 0
 LJ0015
 LJ0015.The horizontal coordinates were scaled from a map and have
 LJ0015.an estimated accuracy of +/- 6 seconds.
 LJ0015
 LJ0015.The orthometric height was determined by differential leveling and
 LJ0015.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0015.in June 1991.
 LJ0015
 LJ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0015.GEOID18 height accuracy estimate available here.
 LJ0015
 LJ0015.Click photographs - Photos may exist for this station.
 LJ0015
 LJ0015.The dynamic height is computed by dividing the NAVD 88
 LJ0015.geopotential number by the normal gravity value computed on the
 LJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0015.degrees latitude (g = 980.6199 gals.).
 LJ0015
 LJ0015.The modeled gravity was interpolated from observed gravity values.
 LJ0015
 LJ0015;                    North         East    Units  Estimated Accuracy
 LJ0015;SPC NE       -    88,770.      462,600.      MT  (+/- 180 meters Scaled)
 LJ0015
 LJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK780989(NAD 83)
 LJ0015
 LJ0015                          SUPERSEDED SURVEY CONTROL
 LJ0015
 LJ0015  NGVD 29 (??/??/92)  792.736  (m)         2600.83   (f) ADJ UNCH    2 0
 LJ0015
 LJ0015.Superseded values are not recommended for survey control.
 LJ0015
 LJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0015.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0015
 LJ0015_MARKER: DB = BENCH MARK DISK
 LJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0015_STAMPING: K 165 1934
 LJ0015_MARK LOGO: CGS
 LJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0015+STABILITY: SURFACE MOTION
 LJ0015
 LJ0015  HISTORY     - Date     Condition        Report By
 LJ0015  HISTORY     - 1934     MONUMENTED       CGS
 LJ0015  HISTORY     - 1956     GOOD             USGS
 LJ0015
 LJ0015                          STATION DESCRIPTION
 LJ0015
 LJ0015'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LJ0015'4.9 MI NE FROM CURTIS.
 LJ0015'4.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0015'RAILROAD FROM THE STATION AT CURTIS, FRONTIER COUNTY, AT A ROAD
 LJ0015'CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, 10 FEET
 LJ0015'NORTH OF THE CENTERLINE OF THE ROAD, AND AT THE SIDE OF A
 LJ0015'CATTLE-LOADING PEN.  A STANDARD DISK, STAMPED K 165 1934 AND
 LJ0015'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0738 ***********************************************************************
 LH0738  DESIGNATION -  K 166
 LH0738  PID         -  LH0738
 LH0738  STATE/COUNTY-  NE/FURNAS
 LH0738  COUNTRY     -  US
 LH0738  USGS QUAD   -  EDISON (2017)
 LH0738
 LH0738                         *CURRENT SURVEY CONTROL
 LH0738  ______________________________________________________________________
 LH0738* NAD 83(1986) POSITION- 40 17 55.     (N) 099 51 11.     (W)   SCALED
 LH0738* NAVD 88 ORTHO HEIGHT -   651.078 (meters)     2136.08  (feet) ADJUSTED
 LH0738  ______________________________________________________________________
 LH0738  GEOID HEIGHT    -        -24.736 (meters)                     GEOID18
 LH0738  DYNAMIC HEIGHT  -        650.663 (meters)     2134.72  (feet) COMP
 LH0738  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 LH0738
 LH0738  VERT ORDER      -  SECOND    CLASS 0
 LH0738
 LH0738.The horizontal coordinates were scaled from a map and have
 LH0738.an estimated accuracy of +/- 6 seconds.
 LH0738
 LH0738.The orthometric height was determined by differential leveling and
 LH0738.adjusted by the NATIONAL GEODETIC SURVEY
 LH0738.in June 1991.
 LH0738
 LH0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0738.GEOID18 height accuracy estimate available here.
 LH0738
 LH0738.Click photographs - Photos may exist for this station.
 LH0738
 LH0738.The dynamic height is computed by dividing the NAVD 88
 LH0738.geopotential number by the normal gravity value computed on the
 LH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0738.degrees latitude (g = 980.6199 gals.).
 LH0738
 LH0738.The modeled gravity was interpolated from observed gravity values.
 LH0738
 LH0738;                    North         East    Units  Estimated Accuracy
 LH0738;SPC NE       -    51,670.      512,490.      MT  (+/- 180 meters Scaled)
 LH0738
 LH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK275612(NAD 83)
 LH0738
 LH0738                          SUPERSEDED SURVEY CONTROL
 LH0738
 LH0738  NGVD 29 (??/??/92)  650.789  (m)         2135.13   (f) ADJ UNCH    2 0
 LH0738
 LH0738.Superseded values are not recommended for survey control.
 LH0738
 LH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0738.See file dsdata.pdf to determine how the superseded data were derived.
 LH0738
 LH0738_MARKER: DB = BENCH MARK DISK
 LH0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0738_STAMPING: K 166 1934
 LH0738_MARK LOGO: CGS
 LH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0738+STABILITY: SURFACE MOTION
 LH0738
 LH0738  HISTORY     - Date     Condition        Report By
 LH0738  HISTORY     - 1934     MONUMENTED       CGS
 LH0738  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0738  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0738
 LH0738                          STATION DESCRIPTION
 LH0738
 LH0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0738'2.3 MI E FROM ARAPAHOE.
 LH0738'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0738'RAILROAD FROM THE STATION AT ARAPAHOE, FURNAS COUNTY, 4 RAILS
 LH0738'EAST OF A ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF
 LH0738'THE TRACK, AND IN THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0738'K 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0738
 LH0738                          STATION RECOVERY (1958)
 LH0738
 LH0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LH0738'MARK NOT FOUND.
 LH0738
 LH0738                          STATION RECOVERY (1986)
 LH0738
 LH0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0738'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0367 ***********************************************************************
 LH0367  DESIGNATION -  K 167
 LH0367  PID         -  LH0367
 LH0367  STATE/COUNTY-  NE/FRANKLIN
 LH0367  COUNTRY     -  US
 LH0367  USGS QUAD   -  FRANKLIN (2017)
 LH0367
 LH0367                         *CURRENT SURVEY CONTROL
 LH0367  ______________________________________________________________________
 LH0367* NAD 83(1986) POSITION- 40 05 25.     (N) 098 54 53.     (W)   SCALED
 LH0367* NAVD 88 ORTHO HEIGHT -   550.686 (meters)     1806.71  (feet) ADJUSTED
 LH0367  ______________________________________________________________________
 LH0367  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 LH0367  DYNAMIC HEIGHT  -        550.339 (meters)     1805.57  (feet) COMP
 LH0367  MODELED GRAVITY -    979,977.6   (mgal)                       NAVD 88
 LH0367
 LH0367  VERT ORDER      -  SECOND    CLASS 0
 LH0367
 LH0367.The horizontal coordinates were scaled from a map and have
 LH0367.an estimated accuracy of +/- 6 seconds.
 LH0367
 LH0367.The orthometric height was determined by differential leveling and
 LH0367.adjusted by the NATIONAL GEODETIC SURVEY
 LH0367.in June 1991.
 LH0367
 LH0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0367.GEOID18 height accuracy estimate available here.
 LH0367
 LH0367.Click photographs - Photos may exist for this station.
 LH0367
 LH0367.The dynamic height is computed by dividing the NAVD 88
 LH0367.geopotential number by the normal gravity value computed on the
 LH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0367.degrees latitude (g = 980.6199 gals.).
 LH0367
 LH0367.The modeled gravity was interpolated from observed gravity values.
 LH0367
 LH0367;                    North         East    Units  Estimated Accuracy
 LH0367;SPC NE       -    29,110.      592,550.      MT  (+/- 180 meters Scaled)
 LH0367
 LH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK072377(NAD 83)
 LH0367
 LH0367                          SUPERSEDED SURVEY CONTROL
 LH0367
 LH0367  NGVD 29 (??/??/92)  550.443  (m)         1805.91   (f) ADJ UNCH    2 0
 LH0367
 LH0367.Superseded values are not recommended for survey control.
 LH0367
 LH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0367.See file dsdata.pdf to determine how the superseded data were derived.
 LH0367
 LH0367_MARKER: DB = BENCH MARK DISK
 LH0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0367_STAMPING: K 167 1934
 LH0367_MARK LOGO: CGS
 LH0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0367+STABILITY: SURFACE MOTION
 LH0367
 LH0367  HISTORY     - Date     Condition        Report By
 LH0367  HISTORY     - 1934     MONUMENTED       CGS
 LH0367
 LH0367                          STATION DESCRIPTION
 LH0367
 LH0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0367'2 MI E FROM FRANKLIN.
 LH0367'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0367'RAILROAD FROM THE STATION AT FRANKLIN, FRANKLIN COUNTY, AT A
 LH0367'ROAD CROSSING, 65 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 LH0367'AND 30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LH0367'DISK, STAMPED K 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0329 ***********************************************************************
 LH0329  DESIGNATION -  K 168
 LH0329  PID         -  LH0329
 LH0329  STATE/COUNTY-  NE/KEARNEY
 LH0329  COUNTRY     -  US
 LH0329  USGS QUAD   -  NORMAN (2017)
 LH0329
 LH0329                         *CURRENT SURVEY CONTROL
 LH0329  ______________________________________________________________________
 LH0329* NAD 83(1986) POSITION- 40 29 08.     (N) 098 50 16.     (W)   SCALED
 LH0329* NAVD 88 ORTHO HEIGHT -   638.100 (meters)     2093.50  (feet) ADJUSTED
 LH0329  ______________________________________________________________________
 LH0329  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 LH0329  DYNAMIC HEIGHT  -        637.722 (meters)     2092.26  (feet) COMP
 LH0329  MODELED GRAVITY -    980,013.1   (mgal)                       NAVD 88
 LH0329
 LH0329  VERT ORDER      -  SECOND    CLASS 0
 LH0329
 LH0329.The horizontal coordinates were scaled from a map and have
 LH0329.an estimated accuracy of +/- 6 seconds.
 LH0329
 LH0329.The orthometric height was determined by differential leveling and
 LH0329.adjusted by the NATIONAL GEODETIC SURVEY
 LH0329.in June 1991.
 LH0329
 LH0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0329.GEOID18 height accuracy estimate available here.
 LH0329
 LH0329.Click photographs - Photos may exist for this station.
 LH0329
 LH0329.The dynamic height is computed by dividing the NAVD 88
 LH0329.geopotential number by the normal gravity value computed on the
 LH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0329.degrees latitude (g = 980.6199 gals.).
 LH0329
 LH0329.The modeled gravity was interpolated from observed gravity values.
 LH0329
 LH0329;                    North         East    Units  Estimated Accuracy
 LH0329;SPC NE       -    73,080.      598,520.      MT  (+/- 180 meters Scaled)
 LH0329
 LH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK137816(NAD 83)
 LH0329
 LH0329                          SUPERSEDED SURVEY CONTROL
 LH0329
 LH0329  NGVD 29 (??/??/92)  637.849  (m)         2092.68   (f) ADJ UNCH    2 0
 LH0329
 LH0329.Superseded values are not recommended for survey control.
 LH0329
 LH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0329.See file dsdata.pdf to determine how the superseded data were derived.
 LH0329
 LH0329_MARKER: DB = BENCH MARK DISK
 LH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0329_STAMPING: K 168 1934
 LH0329_MARK LOGO: CGS
 LH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0329+STABILITY: SURFACE MOTION
 LH0329
 LH0329  HISTORY     - Date     Condition        Report By
 LH0329  HISTORY     - 1934     MONUMENTED       CGS
 LH0329
 LH0329                          STATION DESCRIPTION
 LH0329
 LH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0329'7 MI E FROM MINDEN.
 LH0329'7.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0329'FROM THE STATION AT MINDEN, KEARNEY COUNTY, 200 FEET NORTH OF
 LH0329'A COUNTY ROAD UNDERPASS (BRIDGE 45.26), 20 FEET EAST OF THE
 LH0329'CENTERLINE OF THE COUNTY ROAD, AND AT THE PROPERTY LINE.  A
 LH0329'STANDARD DISK, STAMPED K 168 1934 AND SET IN THE TOP OF A
 LH0329'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0358 ***********************************************************************
 LH0358  DESIGNATION -  K 169 RESET
 LH0358  PID         -  LH0358
 LH0358  STATE/COUNTY-  NE/FRANKLIN
 LH0358  COUNTRY     -  US
 LH0358  USGS QUAD   -  UPLAND (2017)
 LH0358
 LH0358                         *CURRENT SURVEY CONTROL
 LH0358  ______________________________________________________________________
 LH0358* NAD 83(1986) POSITION- 40 20 41.     (N) 098 57 07.     (W)   SCALED
 LH0358* NAVD 88 ORTHO HEIGHT -   661.04  (meters)     2168.8   (feet) RESET
 LH0358  ______________________________________________________________________
 LH0358  GEOID HEIGHT    -        -25.508 (meters)                     GEOID18
 LH0358  VERT ORDER      -  THIRD
 LH0358
 LH0358.The horizontal coordinates were scaled from a map and have
 LH0358.an estimated accuracy of +/- 6 seconds.
 LH0358
 LH0358.The orthometric height was computed from unverified reset data.
 LH0358
 LH0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0358.GEOID18 height accuracy estimate available here.
 LH0358
 LH0358.Click photographs - Photos may exist for this station.
 LH0358
 LH0358;                    North         East    Units  Estimated Accuracy
 LH0358;SPC NE       -    57,320.      589,030.      MT  (+/- 180 meters Scaled)
 LH0358
 LH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040660(NAD 83)
 LH0358
 LH0358                          SUPERSEDED SURVEY CONTROL
 LH0358
 LH0358  NGVD 29 (??/??/??)  660.78   (m)         2167.9    (f) RESET       3  
 LH0358
 LH0358.Superseded values are not recommended for survey control.
 LH0358
 LH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0358.See file dsdata.pdf to determine how the superseded data were derived.
 LH0358
 LH0358_MARKER: DB = BENCH MARK DISK
 LH0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0358_STAMPING: K 169 1934 RESET 1958
 LH0358_MARK LOGO: CGS
 LH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0358+STABILITY: SURFACE MOTION
 LH0358
 LH0358  HISTORY     - Date     Condition        Report By
 LH0358  HISTORY     - 1958     MONUMENTED       CGS
 LH0358
 LH0358                          STATION DESCRIPTION
 LH0358
 LH0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0358'10.4 MI S FROM MINDEN.
 LH0358'IN FRANKLIN COUNTY, 10.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 LH0358'THE KEARNEY COUNTY COURTHOUSE AT MINDEN, 0.4 MILE SOUTH OF THE
 LH0358'KEARNEY-FRANKLIN COUNTY LINE, 78 FEET WEST OF THE CENTER OF NEW
 LH0358'STATE HIGHWAY 10, 9 FEET WEST OF THE TOP OF THE BACK SLOPE FOR
 LH0358'THE WEST DITCH, AND 2 FEET NORTH OF A YELLOW STEEL POST.  THE
 LH0358'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED K 169 1934
 LH0358'RESET 1958 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0564 ***********************************************************************
 ML0564  DESIGNATION -  K 17
 ML0564  PID         -  ML0564
 ML0564  STATE/COUNTY-  NE/CUSTER
 ML0564  COUNTRY     -  US
 ML0564  USGS QUAD   -  SARGENT EAST (2017)
 ML0564
 ML0564                         *CURRENT SURVEY CONTROL
 ML0564  ______________________________________________________________________
 ML0564* NAD 83(1986) POSITION- 41 42 04.     (N) 099 21 57.     (W)   SCALED
 ML0564* NAVD 88 ORTHO HEIGHT -   746.903 (meters)     2450.46  (feet) ADJUSTED
 ML0564  ______________________________________________________________________
 ML0564  GEOID HEIGHT    -        -23.101 (meters)                     GEOID18
 ML0564  DYNAMIC HEIGHT  -        746.538 (meters)     2449.27  (feet) COMP
 ML0564  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 ML0564
 ML0564  VERT ORDER      -  FIRST     CLASS II
 ML0564
 ML0564.The horizontal coordinates were scaled from a map and have
 ML0564.an estimated accuracy of +/- 6 seconds.
 ML0564
 ML0564.The orthometric height was determined by differential leveling and
 ML0564.adjusted by the NATIONAL GEODETIC SURVEY
 ML0564.in June 1991.
 ML0564
 ML0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0564.GEOID18 height accuracy estimate available here.
 ML0564
 ML0564.Click photographs - Photos may exist for this station.
 ML0564
 ML0564.The dynamic height is computed by dividing the NAVD 88
 ML0564.geopotential number by the normal gravity value computed on the
 ML0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0564.degrees latitude (g = 980.6199 gals.).
 ML0564
 ML0564.The modeled gravity was interpolated from observed gravity values.
 ML0564
 ML0564;                    North         East    Units  Estimated Accuracy
 ML0564;SPC NE       -   207,570.      552,770.      MT  (+/- 180 meters Scaled)
 ML0564
 ML0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM695166(NAD 83)
 ML0564
 ML0564                          SUPERSEDED SURVEY CONTROL
 ML0564
 ML0564  NGVD 29 (??/??/92)  746.648  (m)         2449.63   (f) ADJ UNCH    1 2
 ML0564
 ML0564.Superseded values are not recommended for survey control.
 ML0564
 ML0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0564.See file dsdata.pdf to determine how the superseded data were derived.
 ML0564
 ML0564_MARKER: DB = BENCH MARK DISK
 ML0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0564_STAMPING: K 17 1933
 ML0564_MARK LOGO: CGS
 ML0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0564+STABILITY: SURFACE MOTION
 ML0564
 ML0564  HISTORY     - Date     Condition        Report By
 ML0564  HISTORY     - 1933     MONUMENTED       CGS
 ML0564  HISTORY     - 1934     GOOD             CGS
 ML0564
 ML0564                          STATION DESCRIPTION
 ML0564
 ML0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0564'4.2 MI N FROM SARGENT.
 ML0564'4.2 MILES NORTH OF SARGENT (5 MILES SOUTH OF TAYLOR).  THE MARK IS
 ML0564'500 FT. NORTH OF THE LANE LEADING EAST TO THE HOUSE OF CLYDE
 ML0564'SULLIVAN.  IT IS 150 FT. SOUTH OF A SMALL CONCRETE CULVERT AND
 ML0564'40 FT. WEST OF CENTER OF HWY. 83.
 ML0564
 ML0564                          STATION RECOVERY (1934)
 ML0564
 ML0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0315 ***********************************************************************
 LH0315  DESIGNATION -  K 170
 LH0315  PID         -  LH0315
 LH0315  STATE/COUNTY-  NE/CLAY
 LH0315  COUNTRY     -  US
 LH0315  USGS QUAD   -  FAIRFIELD SE (2017)
 LH0315
 LH0315                         *CURRENT SURVEY CONTROL
 LH0315  ______________________________________________________________________
 LH0315* NAD 83(1986) POSITION- 40 21 28.     (N) 098 03 07.     (W)   SCALED
 LH0315* NAVD 88 ORTHO HEIGHT -   530.134 (meters)     1739.28  (feet) ADJUSTED
 LH0315  ______________________________________________________________________
 LH0315  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 LH0315  DYNAMIC HEIGHT  -        529.827 (meters)     1738.27  (feet) COMP
 LH0315  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 LH0315
 LH0315  VERT ORDER      -  SECOND    CLASS 0
 LH0315
 LH0315.The horizontal coordinates were scaled from a map and have
 LH0315.an estimated accuracy of +/- 6 seconds.
 LH0315
 LH0315.The orthometric height was determined by differential leveling and
 LH0315.adjusted by the NATIONAL GEODETIC SURVEY
 LH0315.in June 1991.
 LH0315
 LH0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0315.GEOID18 height accuracy estimate available here.
 LH0315
 LH0315.Click photographs - Photos may exist for this station.
 LH0315
 LH0315.The dynamic height is computed by dividing the NAVD 88
 LH0315.geopotential number by the normal gravity value computed on the
 LH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0315.degrees latitude (g = 980.6199 gals.).
 LH0315
 LH0315.The modeled gravity was interpolated from observed gravity values.
 LH0315
 LH0315;                    North         East    Units  Estimated Accuracy
 LH0315;SPC NE       -    60,090.      665,440.      MT  (+/- 180 meters Scaled)
 LH0315
 LH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK805678(NAD 83)
 LH0315
 LH0315                          SUPERSEDED SURVEY CONTROL
 LH0315
 LH0315  NGVD 29 (??/??/92)  529.934  (m)         1738.63   (f) ADJ UNCH    2 0
 LH0315
 LH0315.Superseded values are not recommended for survey control.
 LH0315
 LH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0315.See file dsdata.pdf to determine how the superseded data were derived.
 LH0315
 LH0315_MARKER: DB = BENCH MARK DISK
 LH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0315_STAMPING: K 170 1934
 LH0315_MARK LOGO: CGS
 LH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0315+STABILITY: SURFACE MOTION
 LH0315
 LH0315  HISTORY     - Date     Condition        Report By
 LH0315  HISTORY     - 1934     MONUMENTED       CGS
 LH0315  HISTORY     - 1941     GOOD             CGS
 LH0315
 LH0315                          STATION DESCRIPTION
 LH0315
 LH0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0315'4.7 MI E FROM DEWEESE.
 LH0315'4.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0315'FROM THE STATION AT DEWEESE, CLAY COUNTY, AT THE CROSSING OF
 LH0315'STATE HIGHWAY 14, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LH0315'AND 45 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LH0315'DISK, STAMPED K 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0567 ***********************************************************************
 LG0567  DESIGNATION -  K 171
 LG0567  PID         -  LG0567
 LG0567  STATE/COUNTY-  NE/JEFFERSON
 LG0567  COUNTRY     -  US
 LG0567  USGS QUAD   -  FAIRBURY (2017)
 LG0567
 LG0567                         *CURRENT SURVEY CONTROL
 LG0567  ______________________________________________________________________
 LG0567* NAD 83(1986) POSITION- 40 11 10.     (N) 097 13 00.     (W)   SCALED
 LG0567* NAVD 88 ORTHO HEIGHT -   405.665 (meters)     1330.92  (feet) ADJUSTED
 LG0567  ______________________________________________________________________
 LG0567  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 LG0567  DYNAMIC HEIGHT  -        405.435 (meters)     1330.16  (feet) COMP
 LG0567  MODELED GRAVITY -    980,047.0   (mgal)                       NAVD 88
 LG0567
 LG0567  VERT ORDER      -  SECOND    CLASS 0
 LG0567
 LG0567.The horizontal coordinates were scaled from a map and have
 LG0567.an estimated accuracy of +/- 6 seconds.
 LG0567
 LG0567.The orthometric height was determined by differential leveling and
 LG0567.adjusted by the NATIONAL GEODETIC SURVEY
 LG0567.in June 1991.
 LG0567
 LG0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0567.GEOID18 height accuracy estimate available here.
 LG0567
 LG0567.Click photographs - Photos may exist for this station.
 LG0567
 LG0567.The dynamic height is computed by dividing the NAVD 88
 LG0567.geopotential number by the normal gravity value computed on the
 LG0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0567.degrees latitude (g = 980.6199 gals.).
 LG0567
 LG0567.The modeled gravity was interpolated from observed gravity values.
 LG0567
 LG0567;                    North         East    Units  Estimated Accuracy
 LG0567;SPC NE       -    42,990.      736,970.      MT  (+/- 180 meters Scaled)
 LG0567
 LG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK518499(NAD 83)
 LG0567
 LG0567                          SUPERSEDED SURVEY CONTROL
 LG0567
 LG0567  NGVD 29 (??/??/92)  405.516  (m)         1330.43   (f) ADJ UNCH    2 0
 LG0567
 LG0567.Superseded values are not recommended for survey control.
 LG0567
 LG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0567.See file dsdata.pdf to determine how the superseded data were derived.
 LG0567
 LG0567_MARKER: DB = BENCH MARK DISK
 LG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0567_STAMPING: K 171 1934
 LG0567_MARK LOGO: CGS
 LG0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0567+STABILITY: SURFACE MOTION
 LG0567
 LG0567  HISTORY     - Date     Condition        Report By
 LG0567  HISTORY     - 1934     MONUMENTED       CGS
 LG0567  HISTORY     - 1960     POOR             USGS
 LG0567
 LG0567                          STATION DESCRIPTION
 LG0567
 LG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0567'4.1 MI SE FROM POWELL.
 LG0567'4.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0567'STATION AT POWELL, JEFFERSON COUNTY, 6 POLES WEST OF MILEPOST
 LG0567'157, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, 50 FEET
 LG0567'SOUTH OF THE CENTERLINE OF A HIGHWAY, AND OPPOSITE A PRIVATE
 LG0567'GATE.  A STANDARD DISK, STAMPED K 171 1934 AND SET IN THE
 LG0567'TOP OF A CONCRETE POST.  NOTE-- 1960 REPORT-- TILTED AND DISTURBED
 LG0567'BY WORK ALONG THE ADJACENT RAILROAD RIGHT-OF-WAY OR UPGRADING
 LG0567'OF COUNTY HWY.
 LG0567
 LG0567                          STATION RECOVERY (1960)
 LG0567
 LG0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LG0567'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0541 ***********************************************************************
 LG0541  DESIGNATION -  K 172
 LG0541  PID         -  LG0541
 LG0541  STATE/COUNTY-  NE/THAYER
 LG0541  COUNTRY     -  US
 LG0541  USGS QUAD   -  HUBBELL (2017)
 LG0541
 LG0541                         *CURRENT SURVEY CONTROL
 LG0541  ______________________________________________________________________
 LG0541* NAD 83(1986) POSITION- 40 01 58.     (N) 097 26 52.     (W)   SCALED
 LG0541* NAVD 88 ORTHO HEIGHT -   437.260 (meters)     1434.58  (feet) ADJUSTED
 LG0541  ______________________________________________________________________
 LG0541  GEOID HEIGHT    -        -26.770 (meters)                     GEOID18
 LG0541  DYNAMIC HEIGHT  -        437.009 (meters)     1433.75  (feet) COMP
 LG0541  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 LG0541
 LG0541  VERT ORDER      -  SECOND    CLASS 0
 LG0541
 LG0541.The horizontal coordinates were scaled from a map and have
 LG0541.an estimated accuracy of +/- 6 seconds.
 LG0541
 LG0541.The orthometric height was determined by differential leveling and
 LG0541.adjusted by the NATIONAL GEODETIC SURVEY
 LG0541.in June 1991.
 LG0541
 LG0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0541.GEOID18 height accuracy estimate available here.
 LG0541
 LG0541.Click photographs - Photos may exist for this station.
 LG0541
 LG0541.The dynamic height is computed by dividing the NAVD 88
 LG0541.geopotential number by the normal gravity value computed on the
 LG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0541.degrees latitude (g = 980.6199 gals.).
 LG0541
 LG0541.The modeled gravity was interpolated from observed gravity values.
 LG0541
 LG0541;                    North         East    Units  Estimated Accuracy
 LG0541;SPC NE       -    25,360.      717,810.      MT  (+/- 180 meters Scaled)
 LG0541
 LG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK324325(NAD 83)
 LG0541
 LG0541                          SUPERSEDED SURVEY CONTROL
 LG0541
 LG0541  NGVD 29 (??/??/92)  437.104  (m)         1434.07   (f) ADJ UNCH    2 0
 LG0541
 LG0541.Superseded values are not recommended for survey control.
 LG0541
 LG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0541.See file dsdata.pdf to determine how the superseded data were derived.
 LG0541
 LG0541_MARKER: DB = BENCH MARK DISK
 LG0541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0541_SP_SET: PIER
 LG0541_STAMPING: K 172 1934
 LG0541_MARK LOGO: CGS
 LG0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0541
 LG0541  HISTORY     - Date     Condition        Report By
 LG0541  HISTORY     - 1934     MONUMENTED       CGS
 LG0541
 LG0541                          STATION DESCRIPTION
 LG0541
 LG0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0541'3.3 MI E FROM HUBBELL.
 LG0541'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0541'FROM THE STATION AT HUBBELL THAYER COUNTY, 200 FEET SOUTH OF
 LG0541'THE CENTERLINE OF STATE HIGHWAY 3 S, AT THE SOUTHWEST CORNER
 LG0541'OF RAILROAD BRIDGE NO. 135.2, AND IN THE TOP OF A CONCRETE PIER.
 LG0541'A STANDARD DISK, STAMPED K 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0618 ***********************************************************************
 LG0618  DESIGNATION -  K 173
 LG0618  PID         -  LG0618
 LG0618  STATE/COUNTY-  NE/THAYER
 LG0618  COUNTRY     -  US
 LG0618  USGS QUAD   -  BRUNING (2017)
 LG0618
 LG0618                         *CURRENT SURVEY CONTROL
 LG0618  ______________________________________________________________________
 LG0618* NAD 83(1986) POSITION- 40 20 07.2    (N) 097 33 58.2    (W)   HD_HELD2
 LG0618* NAVD 88 ORTHO HEIGHT -   484.989 (meters)     1591.17  (feet) ADJUSTED
 LG0618  ______________________________________________________________________
 LG0618  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 LG0618  DYNAMIC HEIGHT  -        484.705 (meters)     1590.24  (feet) COMP
 LG0618  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 LG0618
 LG0618  VERT ORDER      -  SECOND    CLASS 0
 LG0618
 LG0618.The horizontal coordinates were established by autonomous hand held GPS
 LG0618.observations and have an estimated accuracy of +/- 10 meters.
 LG0618
 LG0618.The orthometric height was determined by differential leveling and
 LG0618.adjusted by the NATIONAL GEODETIC SURVEY
 LG0618.in June 1991.
 LG0618
 LG0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0618.GEOID18 height accuracy estimate available here.
 LG0618
 LG0618.Click photographs - Photos may exist for this station.
 LG0618
 LG0618.The dynamic height is computed by dividing the NAVD 88
 LG0618.geopotential number by the normal gravity value computed on the
 LG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0618.degrees latitude (g = 980.6199 gals.).
 LG0618
 LG0618.The modeled gravity was interpolated from observed gravity values.
 LG0618
 LG0618;                    North         East    Units  Estimated Accuracy
 LG0618;SPC NE       -    58,649.      706,759.      MT  (+/- 10 meters HH2 GPS)
 LG0618
 LG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2179265963(NAD 83)
 LG0618
 LG0618                          SUPERSEDED SURVEY CONTROL
 LG0618
 LG0618  NGVD 29 (??/??/92)  484.805  (m)         1590.56   (f) ADJ UNCH    2 0
 LG0618
 LG0618.Superseded values are not recommended for survey control.
 LG0618
 LG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0618.See file dsdata.pdf to determine how the superseded data were derived.
 LG0618
 LG0618_MARKER: DB = BENCH MARK DISK
 LG0618_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0618+WITH SETTING: PAVEMENT
 LG0618_SP_SET: TANK FOOTING
 LG0618_STAMPING: K 173 1934
 LG0618_MARK LOGO: CGS
 LG0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0618+STABILITY: POSITION/ELEVATION WELL
 LG0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0618+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 LG0618
 LG0618  HISTORY     - Date     Condition        Report By
 LG0618  HISTORY     - 1934     MONUMENTED       CGS
 LG0618  HISTORY     - 19890404 GOOD             NGS
 LG0618
 LG0618                          STATION DESCRIPTION
 LG0618
 LG0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0618'AT BRUNING.
 LG0618'AT BRUNING, THAYER COUNTY, ONE BLOCK EAST OF THE CHICAGO, BURLINGTON
 LG0618'AND QUINCY RAILROAD, AT THE CITY WATER TOWER, AND IN THE SOUTHWEST
 LG0618'CORNER OF THE CONCRETE FOOTING FOR THE DOWNPIPE.  A STANDARD DISK,
 LG0618'STAMPED K 173 1934.
 LG0618
 LG0618                          STATION RECOVERY (1989)
 LG0618
 LG0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0618'RECOVERED IN GOOD CONDITION, IN BRUNING, ABOUT 1 BLOCK SOUTH FROM THE
 LG0618'POST OFFICE AND CEMENTED INTO A DRILLED HOLE IN THE SOUTHWEST CORNER
 LG0618'OF THE CONCRETE FOOTING OF THE RISER OF THE MUNICIPAL WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0212 ***********************************************************************
 LG0212  DESIGNATION -  K 175
 LG0212  PID         -  LG0212
 LG0212  STATE/COUNTY-  NE/PAWNEE
 LG0212  COUNTRY     -  US
 LG0212  USGS QUAD   -  STEINAUER (2017)
 LG0212
 LG0212                         *CURRENT SURVEY CONTROL
 LG0212  ______________________________________________________________________
 LG0212* NAD 83(1986) POSITION- 40 08 50.75   (N) 096 09 10.24   (W)   HD_HELD1
 LG0212* NAVD 88 ORTHO HEIGHT -   360.279 (meters)     1182.02  (feet) ADJUSTED
 LG0212  ______________________________________________________________________
 LG0212  GEOID HEIGHT    -        -28.663 (meters)                     GEOID18
 LG0212  DYNAMIC HEIGHT  -        360.083 (meters)     1181.37  (feet) COMP
 LG0212  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LG0212
 LG0212  VERT ORDER      -  SECOND    CLASS 0
 LG0212
 LG0212.The horizontal coordinates were determined by differentially corrected
 LG0212.hand held GPS observations or other comparable positioning techniques
 LG0212.and have an estimated accuracy of +/- 3 meters.
 LG0212
 LG0212.The orthometric height was determined by differential leveling and
 LG0212.adjusted by the NATIONAL GEODETIC SURVEY
 LG0212.in June 1991.
 LG0212
 LG0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0212.GEOID18 height accuracy estimate available here.
 LG0212
 LG0212.Click photographs - Photos may exist for this station.
 LG0212
 LG0212.The dynamic height is computed by dividing the NAVD 88
 LG0212.geopotential number by the normal gravity value computed on the
 LG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0212.degrees latitude (g = 980.6199 gals.).
 LG0212
 LG0212.The modeled gravity was interpolated from observed gravity values.
 LG0212
 LG0212;                    North         East    Units  Estimated Accuracy
 LG0212;SPC NE       -    42,167.6     827,686.9     MT  (+/- 3 meters HH1 GPS) 
 LG0212
 LG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4252548007(NAD 83)
 LG0212
 LG0212                          SUPERSEDED SURVEY CONTROL
 LG0212
 LG0212  NGVD 29 (??/??/92)  360.175  (m)         1181.67   (f) ADJ UNCH    2 0
 LG0212
 LG0212.Superseded values are not recommended for survey control.
 LG0212
 LG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0212.See file dsdata.pdf to determine how the superseded data were derived.
 LG0212
 LG0212_MARKER: DB = BENCH MARK DISK
 LG0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0212_SP_SET: ABUTMENT
 LG0212_STAMPING: K 175 1934
 LG0212_MARK LOGO: CGS
 LG0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0212+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2010
 LG0212
 LG0212  HISTORY     - Date     Condition        Report By
 LG0212  HISTORY     - 1934     MONUMENTED       CGS
 LG0212  HISTORY     - 1981     GOOD             LOCSUR
 LG0212  HISTORY     - 20100318 GOOD             JORSUR
 LG0212
 LG0212                          STATION DESCRIPTION
 LG0212
 LG0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0212'2.3 MI NE FROM PAWNEE CITY.
 LG0212'2.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0212'RAILROAD FROM THE STATION AT PAWNEE CITY, PAWNEE COUNTY, 4 RAILS
 LG0212'WEST OF MILEPOST 53, AT THE NORTHEAST CORNER OF AN UNDERPASS, AND
 LG0212'IN THE TOP OF THE CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 LG0212'K 175 1934.
 LG0212
 LG0212                          STATION RECOVERY (1981)
 LG0212
 LG0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0212'RECOVERED IN GOOD CONDITION.
 LG0212
 LG0212                          STATION RECOVERY (2010)
 LG0212
 LG0212'RECOVERY NOTE BY JORGENSEN SURVEYING 2010
 LG0212'MARK LIES IN NORTHEAST CORNER OF BOX CULVERT UNDER RAILROAD
 LG0212'APPROXIMATELY 300 FEET WEST OF CROSSING OF HIGHWAY 50 2 1/2 MILES
 LG0212'NORTH OF CENTER OF PAWNEE CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9629 ***********************************************************************
 AG9629  DESIGNATION -  K 176 RESET
 AG9629  PID         -  AG9629
 AG9629  STATE/COUNTY-  NE/JOHNSON
 AG9629  COUNTRY     -  US
 AG9629  USGS QUAD   -  CRAB ORCHARD (2017)
 AG9629
 AG9629                         *CURRENT SURVEY CONTROL
 AG9629  ______________________________________________________________________
 AG9629* NAD 83(1986) POSITION- 40 20 07.75   (N) 096 25 18.44   (W)   HD_HELD1
 AG9629* NAVD 88 ORTHO HEIGHT -   389.93  (meters)     1279.3   (feet) RESET
 AG9629  ______________________________________________________________________
 AG9629  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 AG9629  VERT ORDER      -  THIRD
 AG9629
 AG9629.The horizontal coordinates were determined by differentially corrected
 AG9629.hand held GPS observations or other comparable positioning techniques
 AG9629.and have an estimated accuracy of +/- 3 meters.
 AG9629
 AG9629.The orthometric height was computed from unverified reset data.
 AG9629
 AG9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9629.GEOID18 height accuracy estimate available here.
 AG9629
 AG9629.Click photographs - Photos may exist for this station.
 AG9629
 AG9629;                    North         East    Units  Estimated Accuracy
 AG9629;SPC NE       -    62,045.4     803,928.9     MT  (+/- 3 meters HH1 GPS) 
 AG9629
 AG9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1900668184(NAD 83)
 AG9629
 AG9629                          SUPERSEDED SURVEY CONTROL
 AG9629
 AG9629.No superseded survey control is available for this station.
 AG9629
 AG9629_MARKER: DV = VERTICAL CONTROL DISK
 AG9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9629_STAMPING: K 176 RESET 1995
 AG9629_MARK LOGO: NGS
 AG9629_PROJECTION: PROJECTING 3 CENTIMETERS
 AG9629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9629+STABILITY: SURFACE MOTION
 AG9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9629+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2020
 AG9629
 AG9629  HISTORY     - Date     Condition        Report By
 AG9629  HISTORY     - 1995     MONUMENTED       NEDR
 AG9629  HISTORY     - 20080829 GOOD             INDIV
 AG9629  HISTORY     - 20200331 GOOD             JORSUR
 AG9629
 AG9629                          STATION DESCRIPTION
 AG9629
 AG9629'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 AG9629'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 136 ABD STATE ROAD 49-C
 AG9629'SPUR, WEST OF CRAB ORCHARD, GO EAST ON SPUR 49-C FOR 0.6 MI (1.0 KM)
 AG9629'TO AN INTERSECTION WITH THE POST OFFICE IN THE SOUTHEAST QUADRANT.
 AG9629'TURN LEFT AND GO NORTH 1/2 BLOCK TO THE BM NEAR AN ALLEY.  THE DISK IS
 AG9629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 54.25 M (177.99
 AG9629'FT) NORTH OF THE CENTERLINE OF MAIN STREET AND SPUR 49C, 24.84 M
 AG9629'(81.50 FT) WEST OF THE CENTERLINE OF TIERNEY STREET, 8.623 EAST OF THE
 AG9629'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A TIN BUILDING, 3.743 M
 AG9629'(12.280 FT) SOUTHWEST OF A UTILITY POLE AND 2.62 M (8.60 FT)
 AG9629'WEST-SOUTHWEST OF A WITNESS POST.  THE MARK IS SUITABLE FOR GPS
 AG9629'SURVEYING, WITH OBSTRUCTIONS.
 AG9629
 AG9629                          STATION RECOVERY (2008)
 AG9629
 AG9629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 AG9629'RECOVERED IN GOOD CONDITION.
 AG9629
 AG9629                          STATION RECOVERY (2020)
 AG9629
 AG9629'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 AG9629'THE TOP OF THE MONUMENT HAS BEEN SCRAPED AND MARKINGS ARE NOT CLEAR
 AG9629'BUT CONCRETE CYLINDER IS NOT DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0447 ***********************************************************************
 NN0447  DESIGNATION -  K 18
 NN0447  PID         -  NN0447
 NN0447  STATE/COUNTY-  NE/ROCK
 NN0447  COUNTRY     -  US
 NN0447  USGS QUAD   -  STOCKDALE LAKE (2017)
 NN0447
 NN0447                         *CURRENT SURVEY CONTROL
 NN0447  ______________________________________________________________________
 NN0447* NAD 83(1986) POSITION- 42 19 54.     (N) 099 29 18.     (W)   SCALED
 NN0447* NAVD 88 ORTHO HEIGHT -   755.040 (meters)     2477.16  (feet) ADJUSTED
 NN0447  ______________________________________________________________________
 NN0447  GEOID HEIGHT    -        -22.819 (meters)                     GEOID18
 NN0447  DYNAMIC HEIGHT  -        754.719 (meters)     2476.11  (feet) COMP
 NN0447  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 NN0447
 NN0447  VERT ORDER      -  FIRST     CLASS II
 NN0447
 NN0447.The horizontal coordinates were scaled from a map and have
 NN0447.an estimated accuracy of +/- 6 seconds.
 NN0447
 NN0447.The orthometric height was determined by differential leveling and
 NN0447.adjusted by the NATIONAL GEODETIC SURVEY
 NN0447.in June 1991.
 NN0447
 NN0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0447.GEOID18 height accuracy estimate available here.
 NN0447
 NN0447.Click photographs - Photos may exist for this station.
 NN0447
 NN0447.The dynamic height is computed by dividing the NAVD 88
 NN0447.geopotential number by the normal gravity value computed on the
 NN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0447.degrees latitude (g = 980.6199 gals.).
 NN0447
 NN0447.The modeled gravity was interpolated from observed gravity values.
 NN0447
 NN0447;                    North         East    Units  Estimated Accuracy
 NN0447;SPC NE       -   277,510.      542,160.      MT  (+/- 180 meters Scaled)
 NN0447
 NN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM597867(NAD 83)
 NN0447
 NN0447                          SUPERSEDED SURVEY CONTROL
 NN0447
 NN0447  NGVD 29 (??/??/92)  754.786  (m)         2476.33   (f) ADJ UNCH    1 2
 NN0447
 NN0447.Superseded values are not recommended for survey control.
 NN0447
 NN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0447.See file dsdata.pdf to determine how the superseded data were derived.
 NN0447
 NN0447_MARKER: DB = BENCH MARK DISK
 NN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0447_STAMPING: 2476.327 K 18 1933
 NN0447_MARK LOGO: CGS
 NN0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0447+STABILITY: SURFACE MOTION
 NN0447
 NN0447  HISTORY     - Date     Condition        Report By
 NN0447  HISTORY     - 1933     MONUMENTED       CGS
 NN0447
 NN0447                          STATION DESCRIPTION
 NN0447
 NN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0447'19 MI S FROM BASSETT.
 NN0447'ABOUT 19 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0447'COUNTY, ABOUT 100 YARDS NORTH OF DISTRICT SCHOOL 42, ABOUT
 NN0447'68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF
 NN0447'A FENCE CORNER, AND ABOUT 1 YARD SOUTH OF THE FENCE.  A STANDARD
 NN0447'DISK, STAMPED 2476.327 K 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0447'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0272 ***********************************************************************
 NN0272  DESIGNATION -  K 19
 NN0272  PID         -  NN0272
 NN0272  STATE/COUNTY-  NE/HOLT
 NN0272  COUNTRY     -  US
 NN0272  USGS QUAD   -  MEEK (2017)
 NN0272
 NN0272                         *CURRENT SURVEY CONTROL
 NN0272  ______________________________________________________________________
 NN0272* NAD 83(1986) POSITION- 42 43 03.     (N) 098 39 29.     (W)   SCALED
 NN0272* NAVD 88 ORTHO HEIGHT -   551.239 (meters)     1808.52  (feet) ADJUSTED
 NN0272  ______________________________________________________________________
 NN0272  GEOID HEIGHT    -        -25.272 (meters)                     GEOID18
 NN0272  DYNAMIC HEIGHT  -        551.035 (meters)     1807.85  (feet) COMP
 NN0272  MODELED GRAVITY -    980,234.4   (mgal)                       NAVD 88
 NN0272
 NN0272  VERT ORDER      -  FIRST     CLASS II
 NN0272
 NN0272.The horizontal coordinates were scaled from a map and have
 NN0272.an estimated accuracy of +/- 6 seconds.
 NN0272
 NN0272.The orthometric height was determined by differential leveling and
 NN0272.adjusted by the NATIONAL GEODETIC SURVEY
 NN0272.in June 1991.
 NN0272
 NN0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0272.GEOID18 height accuracy estimate available here.
 NN0272
 NN0272.Click photographs - Photos may exist for this station.
 NN0272
 NN0272.The dynamic height is computed by dividing the NAVD 88
 NN0272.geopotential number by the normal gravity value computed on the
 NN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0272.degrees latitude (g = 980.6199 gals.).
 NN0272
 NN0272.The modeled gravity was interpolated from observed gravity values.
 NN0272
 NN0272;                    North         East    Units  Estimated Accuracy
 NN0272;SPC NE       -   321,090.      609,910.      MT  (+/- 180 meters Scaled)
 NN0272
 NN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN279295(NAD 83)
 NN0272
 NN0272                          SUPERSEDED SURVEY CONTROL
 NN0272
 NN0272  NGVD 29 (??/??/92)  550.995  (m)         1807.72   (f) ADJ UNCH    1 2
 NN0272
 NN0272.Superseded values are not recommended for survey control.
 NN0272
 NN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0272.See file dsdata.pdf to determine how the superseded data were derived.
 NN0272
 NN0272_MARKER: DB = BENCH MARK DISK
 NN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0272_STAMPING: 1807.723 K 19 1933
 NN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0272+STABILITY: SURFACE MOTION
 NN0272
 NN0272  HISTORY     - Date     Condition        Report By
 NN0272  HISTORY     - 1933     MONUMENTED       CGS
 NN0272  HISTORY     - 1953     MARK NOT FOUND   USGS
 NN0272
 NN0272                          STATION DESCRIPTION
 NN0272
 NN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0272'12 MI SE FROM SPENCER.
 NN0272'IN HOLT COUNTY, 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 281
 NN0272'FROM SPENCER, BOYD COUNTY, 1.5 MILES NORTH OF A ROAD LEADING
 NN0272'TO MEEK, 1.1 MILES SOUTH OF EAGLE CREEK, 0.8 MILE NORTH OF THE
 NN0272'FARM OF C.A. HOYER IN 1933, 105 FEET SOUTH OF A POWER-TRANSMISSION
 NN0272'LINE POLE, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 NN0272'EAST AND 25 FEET NORTH OF AN 8-INCH COTTONWOOD TREE, AND 2 FEET
 NN0272'EAST OF A FENCE.  A STANDARD DISK, STAMPED 1807.723 K 19 1933 AND
 NN0272'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NN0272'GROUND.
 NN0272
 NN0272                          STATION RECOVERY (1953)
 NN0272
 NN0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0170 ***********************************************************************
 NN0170  DESIGNATION -  K 2
 NN0170  PID         -  NN0170
 NN0170  STATE/COUNTY-  NE/HOLT
 NN0170  COUNTRY     -  US
 NN0170  USGS QUAD   -  PAGE (2017)
 NN0170
 NN0170                         *CURRENT SURVEY CONTROL
 NN0170  ______________________________________________________________________
 NN0170* NAD 83(1986) POSITION- 42 23 59.79   (N) 098 25 03.97   (W)   HD_HELD1
 NN0170* NAVD 88 ORTHO HEIGHT -   596.262 (meters)     1956.24  (feet) ADJUSTED
 NN0170  ______________________________________________________________________
 NN0170  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 NN0170  DYNAMIC HEIGHT  -        596.027 (meters)     1955.47  (feet) COMP
 NN0170  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 NN0170
 NN0170  VERT ORDER      -  FIRST     CLASS II
 NN0170
 NN0170.The horizontal coordinates were determined by differentially corrected
 NN0170.hand held GPS observations or other comparable positioning techniques
 NN0170.and have an estimated accuracy of +/- 3 meters.
 NN0170
 NN0170.The orthometric height was determined by differential leveling and
 NN0170.adjusted by the NATIONAL GEODETIC SURVEY
 NN0170.in June 1991.
 NN0170
 NN0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0170.GEOID18 height accuracy estimate available here.
 NN0170
 NN0170.Click photographs - Photos may exist for this station.
 NN0170
 NN0170.The dynamic height is computed by dividing the NAVD 88
 NN0170.geopotential number by the normal gravity value computed on the
 NN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0170.degrees latitude (g = 980.6199 gals.).
 NN0170
 NN0170.The modeled gravity was interpolated from observed gravity values.
 NN0170
 NN0170;                    North         East    Units  Estimated Accuracy
 NN0170;SPC NE       -   286,162.2     630,229.1     MT  (+/- 3 meters HH1 GPS) 
 NN0170
 NN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4791594347(NAD 83)
 NN0170
 NN0170                          SUPERSEDED SURVEY CONTROL
 NN0170
 NN0170  NGVD 29 (??/??/92)  596.058  (m)         1955.57   (f) ADJ UNCH    1 2
 NN0170
 NN0170.Superseded values are not recommended for survey control.
 NN0170
 NN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0170.See file dsdata.pdf to determine how the superseded data were derived.
 NN0170
 NN0170_MARKER: DB = BENCH MARK DISK
 NN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0170+STABILITY: SURFACE MOTION
 NN0170
 NN0170  HISTORY     - Date     Condition        Report By
 NN0170  HISTORY     - 1900     MONUMENTED       CGS
 NN0170  HISTORY     - 1946     GOOD             CGS
 NN0170  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0170
 NN0170                          STATION DESCRIPTION
 NN0170
 NN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0170'AT PAGE.
 NN0170'AT PAGE, HOLT COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 NN0170'RAILROAD STATION, 13.4 FEET WEST OF THE SOUTHWEST CORNER, 15.7
 NN0170'FEET NORTH OF THE NORTH RAIL OF THE NORTH SIDE TRACK, 3 FEET
 NN0170'EAST OF THE NORTHWEST CORNER OF THE CONCRETE CURB OF THE BRICK
 NN0170'PLATFORM, AND 2 FEET UNDER GROUND.  THE BOTTOM OF A SQUARE
 NN0170'HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NN0170'POST.
 NN0170
 NN0170                          STATION RECOVERY (1997)
 NN0170
 NN0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFF)
 NN0170'THE MONUMENT SHOULD BE CONSIDERED LOST.  THE RAILROAD STATION
 NN0170'DESCRIBED IN THE 1946 REPORT IS GONE, AS WELL AS THE PLATFORM. GRADING
 NN0170'WAS DONE IN THE AREA, HOWEVER, IT STILL MIGHT EXIST IF IT WAS LOCATED
 NN0170'2 FEET (0.6 M) UNDER GROUND AS THE 1946 REPORT STATED. WITHOUT THE
 NN0170'STATION AND THE PLATFORM, FINDING THE MONUMENT WOULD TAKE A
 NN0170'CONSIDERABLE AMOUNT OF TIME IF IT STILL EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0164 ***********************************************************************
 NO0164  DESIGNATION -  K 20
 NO0164  PID         -  NO0164
 NO0164  STATE/COUNTY-  NE/CHERRY
 NO0164  COUNTRY     -  US
 NO0164  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0164
 NO0164                         *CURRENT SURVEY CONTROL
 NO0164  ______________________________________________________________________
 NO0164* NAD 83(1986) POSITION- 42 46 01.37   (N) 100 34 30.65   (W)   HD_HELD1
 NO0164* NAVD 88 ORTHO HEIGHT -   821.998 (meters)     2696.84  (feet) ADJUSTED
 NO0164  ______________________________________________________________________
 NO0164  GEOID HEIGHT    -        -21.599 (meters)                     GEOID18
 NO0164  DYNAMIC HEIGHT  -        821.655 (meters)     2695.71  (feet) COMP
 NO0164  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 NO0164
 NO0164  VERT ORDER      -  FIRST     CLASS II
 NO0164
 NO0164.The horizontal coordinates were determined by differentially corrected
 NO0164.hand held GPS observations or other comparable positioning techniques
 NO0164.and have an estimated accuracy of +/- 3 meters.
 NO0164
 NO0164.The orthometric height was determined by differential leveling and
 NO0164.adjusted by the NATIONAL GEODETIC SURVEY
 NO0164.in June 1991.
 NO0164
 NO0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0164.GEOID18 height accuracy estimate available here.
 NO0164
 NO0164.Click photographs - Photos may exist for this station.
 NO0164
 NO0164.The dynamic height is computed by dividing the NAVD 88
 NO0164.geopotential number by the normal gravity value computed on the
 NO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0164.degrees latitude (g = 980.6199 gals.).
 NO0164
 NO0164.The modeled gravity was interpolated from observed gravity values.
 NO0164
 NO0164;                    North         East    Units  Estimated Accuracy
 NO0164;SPC NE       -   325,900.3     452,927.4     MT  (+/- 3 meters HH1 GPS) 
 NO0164
 NO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7112436149(NAD 83)
 NO0164
 NO0164                          SUPERSEDED SURVEY CONTROL
 NO0164
 NO0164  NGVD 29 (??/??/92)  821.713  (m)         2695.90   (f) ADJ UNCH    1 2
 NO0164
 NO0164.Superseded values are not recommended for survey control.
 NO0164
 NO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0164.See file dsdata.pdf to determine how the superseded data were derived.
 NO0164
 NO0164_MARKER: DB = BENCH MARK DISK
 NO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0164_STAMPING: K 20 1933 2695.903
 NO0164_MARK LOGO: CGS
 NO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0164+STABILITY: SURFACE MOTION
 NO0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0164+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0164
 NO0164  HISTORY     - Date     Condition        Report By
 NO0164  HISTORY     - 1933     MONUMENTED       CGS
 NO0164  HISTORY     - 1934     GOOD             CGS
 NO0164  HISTORY     - 19910803 GOOD             NGS
 NO0164
 NO0164                          STATION DESCRIPTION
 NO0164
 NO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0164'12 MI SW FROM VALENTINE.
 NO0164'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0164'VALENTINE, CHERRY COUNTY, THENCE 4.8 MILES SOUTHWEST ALONG A
 NO0164'DIRT ROAD, NEAR A SLIGHT DIP, 60 FEET EAST OF THE CENTERLINE OF
 NO0164'THE ROAD, AND IN THE IMMEDIATE VICINITY OF A FEW SCATTERED
 NO0164'COTTONWOOD TREES.  A STANDARD DISK, STAMPED 2695.903 K 20 1933
 NO0164'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NO0164'GROUND.
 NO0164
 NO0164                          STATION RECOVERY (1991)
 NO0164
 NO0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0164'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0164'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 2.6 KM (1.60 MI) WESTERLY
 NO0164'ALONG A TRACK ROAD, THENCE 1.9 KM (1.20 MI) SOUTHWESTERLY ALONG A
 NO0164'TRACK ROAD, 180.0 M (590.5 FT) NORTH OF A CATTLE GUARD, 28.4 M (93.2
 NO0164'FT) EAST OF A FENCE, 2.4 M (7.9 FT) WEST OF AND LEVEL WITH THE ROAD
 NO0164'CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 NO0164'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NO0164'MONUMENT IS ON PROPERTY OWNED BY CLARENCE LOVEJOY, HC 37, BOX 10,
 NO0164'VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2869 OR 376-3159.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0756 ***********************************************************************
 LH0756  DESIGNATION -  K 200
 LH0756  PID         -  LH0756
 LH0756  STATE/COUNTY-  NE/FURNAS
 LH0756  COUNTRY     -  US
 LH0756  USGS QUAD   -  HENDLEY (2017)
 LH0756
 LH0756                         *CURRENT SURVEY CONTROL
 LH0756  ______________________________________________________________________
 LH0756* NAD 83(1986) POSITION- 40 07 40.     (N) 099 58 10.     (W)   SCALED
 LH0756* NAVD 88 ORTHO HEIGHT -   680.351 (meters)     2232.12  (feet) ADJUSTED
 LH0756  ______________________________________________________________________
 LH0756  GEOID HEIGHT    -        -24.571 (meters)                     GEOID18
 LH0756  DYNAMIC HEIGHT  -        679.909 (meters)     2230.67  (feet) COMP
 LH0756  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 LH0756
 LH0756  VERT ORDER      -  SECOND    CLASS 0
 LH0756
 LH0756.The horizontal coordinates were scaled from a map and have
 LH0756.an estimated accuracy of +/- 6 seconds.
 LH0756
 LH0756.The orthometric height was determined by differential leveling and
 LH0756.adjusted by the NATIONAL GEODETIC SURVEY
 LH0756.in June 1991.
 LH0756
 LH0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0756.GEOID18 height accuracy estimate available here.
 LH0756
 LH0756.Click photographs - Photos may exist for this station.
 LH0756
 LH0756.The dynamic height is computed by dividing the NAVD 88
 LH0756.geopotential number by the normal gravity value computed on the
 LH0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0756.degrees latitude (g = 980.6199 gals.).
 LH0756
 LH0756.The modeled gravity was interpolated from observed gravity values.
 LH0756
 LH0756;                    North         East    Units  Estimated Accuracy
 LH0756;SPC NE       -    32,690.      502,600.      MT  (+/- 180 meters Scaled)
 LH0756
 LH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK174423(NAD 83)
 LH0756
 LH0756                          SUPERSEDED SURVEY CONTROL
 LH0756
 LH0756  NGVD 29 (??/??/92)  680.079  (m)         2231.23   (f) ADJ UNCH    2 0
 LH0756
 LH0756.Superseded values are not recommended for survey control.
 LH0756
 LH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0756.See file dsdata.pdf to determine how the superseded data were derived.
 LH0756
 LH0756_MARKER: DB = BENCH MARK DISK
 LH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0756_STAMPING: K 200 1934
 LH0756_MARK LOGO: CGS
 LH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0756+STABILITY: SURFACE MOTION
 LH0756
 LH0756  HISTORY     - Date     Condition        Report By
 LH0756  HISTORY     - 1934     MONUMENTED       CGS
 LH0756  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0756
 LH0756                          STATION DESCRIPTION
 LH0756
 LH0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0756'AT HENDLEY.
 LH0756'AT HENDLEY, FURNAS COUNTY, ABOUT 250 FEET EAST OF THE CHICAGO,
 LH0756'BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 4 POLES WEST
 LH0756'OF MILEPOST 28, ABOUT 108 FEET SOUTH OF THE CENTER LINE OF THE
 LH0756'MAIN TRACK, 10 FEET NORTH OF A ROAD, AND 2 FEET SOUTH OF A POLE.
 LH0756'A STANDARD DISK, STAMPED K 200 1934 AND SET IN THE TOP OF A
 LH0756'CONCRETE POST.
 LH0756
 LH0756                          STATION RECOVERY (1986)
 LH0756
 LH0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0756'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 LH0756'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0289 ***********************************************************************
 LH0289  DESIGNATION -  K 201
 LH0289  PID         -  LH0289
 LH0289  STATE/COUNTY-  NE/WEBSTER
 LH0289  COUNTRY     -  US
 LH0289  USGS QUAD   -  GUIDE ROCK (2017)
 LH0289
 LH0289                         *CURRENT SURVEY CONTROL
 LH0289  ______________________________________________________________________
 LH0289* NAD 83(1986) POSITION- 40 01 51.     (N) 098 19 49.     (W)   SCALED
 LH0289* NAVD 88 ORTHO HEIGHT -   536.364 (meters)     1759.72  (feet) ADJUSTED
 LH0289  ______________________________________________________________________
 LH0289  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 LH0289  DYNAMIC HEIGHT  -        536.044 (meters)     1758.67  (feet) COMP
 LH0289  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 LH0289
 LH0289  VERT ORDER      -  FIRST     CLASS II
 LH0289
 LH0289.The horizontal coordinates were scaled from a map and have
 LH0289.an estimated accuracy of +/- 6 seconds.
 LH0289
 LH0289.The orthometric height was determined by differential leveling and
 LH0289.adjusted by the NATIONAL GEODETIC SURVEY
 LH0289.in June 1991.
 LH0289
 LH0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0289.GEOID18 height accuracy estimate available here.
 LH0289
 LH0289.Click photographs - Photos may exist for this station.
 LH0289
 LH0289.The dynamic height is computed by dividing the NAVD 88
 LH0289.geopotential number by the normal gravity value computed on the
 LH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0289.degrees latitude (g = 980.6199 gals.).
 LH0289
 LH0289.The modeled gravity was interpolated from observed gravity values.
 LH0289
 LH0289;                    North         East    Units  Estimated Accuracy
 LH0289;SPC NE       -    23,310.      642,510.      MT  (+/- 180 meters Scaled)
 LH0289
 LH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571313(NAD 83)
 LH0289
 LH0289                          SUPERSEDED SURVEY CONTROL
 LH0289
 LH0289  NGVD 29 (??/??/92)  536.160  (m)         1759.05   (f) ADJ UNCH    1 2
 LH0289
 LH0289.Superseded values are not recommended for survey control.
 LH0289
 LH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0289.See file dsdata.pdf to determine how the superseded data were derived.
 LH0289
 LH0289_MARKER: DB = BENCH MARK DISK
 LH0289_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH0289_SP_SET: STEP
 LH0289_STAMPING: K 201 1934
 LH0289_MARK LOGO: CGS
 LH0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0289+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 LH0289
 LH0289  HISTORY     - Date     Condition        Report By
 LH0289  HISTORY     - 1934     MONUMENTED       CGS
 LH0289  HISTORY     - 1947     GOOD             CGS
 LH0289  HISTORY     - 20091029 GOOD             NEDR
 LH0289
 LH0289                          STATION DESCRIPTION
 LH0289
 LH0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0289'2.7 MI S FROM GUIDE ROCK.
 LH0289'2.7 MILES SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0289'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, 0.05 MILE
 LH0289'SOUTH OF AN EAST-WEST CROSS ROAD AND AT THE NORTHEAST CORNER
 LH0289'OF A SCHOOL BUILDING, SET IN THE TOP AND 1.0 FOOT WEST OF THE
 LH0289'EAST END OF THE SECOND CONCRETE STEP FROM THE BOTTOM OF THE
 LH0289'CONCRETE STEPS AT THE NORTHEAST ENTRANCE TO THE SCHOOL BUILDING,
 LH0289'A U.S. COAST AND GEODETIC SURVEY BRONZE DISK.
 LH0289
 LH0289                          STATION RECOVERY (2009)
 LH0289
 LH0289'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0289'TOP STEP, NE CORNER OF OLD SCHOOL BUILDING, WEST OF NE. HWY 78 AT MILE
 LH0289'MARKER 2
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0037 ***********************************************************************
 ML0037  DESIGNATION -  K 206
 ML0037  PID         -  ML0037
 ML0037  STATE/COUNTY-  NE/BOONE
 ML0037  COUNTRY     -  US
 ML0037  USGS QUAD   -  ALBION WEST (2017)
 ML0037
 ML0037                         *CURRENT SURVEY CONTROL
 ML0037  ______________________________________________________________________
 ML0037* NAD 83(1986) POSITION- 41 44 15.     (N) 098 03 40.     (W)   SCALED
 ML0037* NAVD 88 ORTHO HEIGHT -   554.800 (meters)     1820.21  (feet) ADJUSTED
 ML0037  ______________________________________________________________________
 ML0037  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 ML0037  DYNAMIC HEIGHT  -        554.553 (meters)     1819.40  (feet) COMP
 ML0037  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 ML0037
 ML0037  VERT ORDER      -  SECOND    CLASS 0
 ML0037
 ML0037.The horizontal coordinates were scaled from a map and have
 ML0037.an estimated accuracy of +/- 6 seconds.
 ML0037
 ML0037.The orthometric height was determined by differential leveling and
 ML0037.adjusted by the NATIONAL GEODETIC SURVEY
 ML0037.in June 1991.
 ML0037
 ML0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0037.GEOID18 height accuracy estimate available here.
 ML0037
 ML0037.Click photographs - Photos may exist for this station.
 ML0037
 ML0037.The dynamic height is computed by dividing the NAVD 88
 ML0037.geopotential number by the normal gravity value computed on the
 ML0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0037.degrees latitude (g = 980.6199 gals.).
 ML0037
 ML0037.The modeled gravity was interpolated from observed gravity values.
 ML0037
 ML0037;                    North         East    Units  Estimated Accuracy
 ML0037;SPC NE       -   213,220.      661,230.      MT  (+/- 180 meters Scaled)
 ML0037
 ML0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM780210(NAD 83)
 ML0037
 ML0037                          SUPERSEDED SURVEY CONTROL
 ML0037
 ML0037  NGVD 29 (??/??/92)  554.57   (m)         1819.5    (f) COMPUTED    2 0
 ML0037
 ML0037.Superseded values are not recommended for survey control.
 ML0037
 ML0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0037.See file dsdata.pdf to determine how the superseded data were derived.
 ML0037
 ML0037_MARKER: DB = BENCH MARK DISK
 ML0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0037_SP_SET: BRIDGE
 ML0037_STAMPING: K 206 1939
 ML0037_MARK LOGO: CGS
 ML0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0037
 ML0037  HISTORY     - Date     Condition        Report By
 ML0037  HISTORY     - 1939     MONUMENTED       CGS
 ML0037
 ML0037                          STATION DESCRIPTION
 ML0037
 ML0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0037'2.2 MI SE FROM LORETTO.
 ML0037'2.2 MILES SOUTHEAST OF LORETTO FROM DEPOT.  ALONG THE CHICAGO
 ML0037'AND NORTHWESTERN RAILROAD.  ON THE SOUTHWEST WINGWALL OF HIGHWAY
 ML0037'BRIDGE, OPPOSITE R.R. BRIDGE NO. D-191.  147 FEET NORTHEAST
 ML0037'OF CENTERLINE OF ROAD CROSSING.  60 FEET EAST OF THE EAST RAIL.
 ML0037'12 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14.  2 FEET
 ML0037'BELOW TOP OF RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0038 ***********************************************************************
 ML0038  DESIGNATION -  K 206 RESET
 ML0038  PID         -  ML0038
 ML0038  STATE/COUNTY-  NE/BOONE
 ML0038  COUNTRY     -  US
 ML0038  USGS QUAD   -  ALBION WEST (2017)
 ML0038
 ML0038                         *CURRENT SURVEY CONTROL
 ML0038  ______________________________________________________________________
 ML0038* NAD 83(1986) POSITION- 41 44 15.     (N) 098 03 40.     (W)   SCALED
 ML0038* NAVD 88 ORTHO HEIGHT -   555.054 (meters)     1821.04  (feet) ADJUSTED
 ML0038  ______________________________________________________________________
 ML0038  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 ML0038  DYNAMIC HEIGHT  -        554.807 (meters)     1820.23  (feet) COMP
 ML0038  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 ML0038
 ML0038  VERT ORDER      -  SECOND    CLASS 0
 ML0038
 ML0038.The horizontal coordinates were scaled from a map and have
 ML0038.an estimated accuracy of +/- 6 seconds.
 ML0038
 ML0038.The orthometric height was determined by differential leveling and
 ML0038.adjusted by the NATIONAL GEODETIC SURVEY
 ML0038.in June 1991.
 ML0038
 ML0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0038.GEOID18 height accuracy estimate available here.
 ML0038
 ML0038.Click photographs - Photos may exist for this station.
 ML0038
 ML0038.The dynamic height is computed by dividing the NAVD 88
 ML0038.geopotential number by the normal gravity value computed on the
 ML0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0038.degrees latitude (g = 980.6199 gals.).
 ML0038
 ML0038.The modeled gravity was interpolated from observed gravity values.
 ML0038
 ML0038;                    North         East    Units  Estimated Accuracy
 ML0038;SPC NE       -   213,220.      661,230.      MT  (+/- 180 meters Scaled)
 ML0038
 ML0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM780210(NAD 83)
 ML0038
 ML0038                          SUPERSEDED SURVEY CONTROL
 ML0038
 ML0038  NGVD 29 (??/??/92)  554.828  (m)         1820.30   (f) ADJ UNCH    2 0
 ML0038
 ML0038.Superseded values are not recommended for survey control.
 ML0038
 ML0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0038.See file dsdata.pdf to determine how the superseded data were derived.
 ML0038
 ML0038_MARKER: DB = BENCH MARK DISK
 ML0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0038_SP_SET: CULVERT HEADWALL
 ML0038_STAMPING: K 206 RESET 1947
 ML0038_MARK LOGO: CGS
 ML0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0038+STABILITY: SURFACE MOTION
 ML0038
 ML0038  HISTORY     - Date     Condition        Report By
 ML0038  HISTORY     - 1947     MONUMENTED       CGS
 ML0038  HISTORY     - 1950     GOOD             CGS
 ML0038
 ML0038                          STATION DESCRIPTION
 ML0038
 ML0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0038'2.1 MI SE FROM LORETTO.
 ML0038'2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 ML0038'FROM THE STATION AT LORETTO, 70.3 FEET NORTHEAST OF THE NORTHEAST
 ML0038'RAIL, 16 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 14,
 ML0038'SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A
 ML0038'CONCRETE CULVERT UNDER THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0762 ***********************************************************************
 ML0762  DESIGNATION -  K 207 RESET
 ML0762  PID         -  ML0762
 ML0762  STATE/COUNTY-  NE/DAWSON
 ML0762  COUNTRY     -  US
 ML0762  USGS QUAD   -  OCONTO SE (2017)
 ML0762
 ML0762                         *CURRENT SURVEY CONTROL
 ML0762  ______________________________________________________________________
 ML0762* NAD 83(1986) POSITION- 41 02 47.     (N) 099 45 39.     (W)   SCALED
 ML0762* NAVD 88 ORTHO HEIGHT -   816.01  (meters)     2677.2   (feet) RESET
 ML0762  ______________________________________________________________________
 ML0762  GEOID HEIGHT    -        -23.359 (meters)                     GEOID18
 ML0762  VERT ORDER      -  THIRD
 ML0762
 ML0762.The horizontal coordinates were scaled from a map and have
 ML0762.an estimated accuracy of +/- 6 seconds.
 ML0762
 ML0762.The orthometric height was computed from unverified reset data.
 ML0762
 ML0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0762.GEOID18 height accuracy estimate available here.
 ML0762
 ML0762.Click photographs - Photos may exist for this station.
 ML0762
 ML0762;                    North         East    Units  Estimated Accuracy
 ML0762;SPC NE       -   134,710.      520,100.      MT  (+/- 180 meters Scaled)
 ML0762
 ML0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML360441(NAD 83)
 ML0762
 ML0762                          SUPERSEDED SURVEY CONTROL
 ML0762
 ML0762  NGVD 29 (??/??/??)  815.71   (m)         2676.2    (f) RESET       3  
 ML0762
 ML0762.Superseded values are not recommended for survey control.
 ML0762
 ML0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0762.See file dsdata.pdf to determine how the superseded data were derived.
 ML0762
 ML0762_MARKER: DB = BENCH MARK DISK
 ML0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0762_STAMPING: K 207 RESET 1962
 ML0762_MARK LOGO: CGS
 ML0762_PROJECTION: FLUSH
 ML0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0762+STABILITY: SURFACE MOTION
 ML0762
 ML0762  HISTORY     - Date     Condition        Report By
 ML0762  HISTORY     - 1962     MONUMENTED       NEDR
 ML0762
 ML0762                          STATION DESCRIPTION
 ML0762
 ML0762'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0762'6.5 MI S FROM OCONTO.
 ML0762'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE RAILROAD
 ML0762'CROSSING ON HIGHWAY 21 SOUTHEAST OF OCONTO, AT A JUNCTION WITH A
 ML0762'DIRT ROAD LEADING EAST ON THE CUSTER DAWSON COUNTY LINE, 95 FEET
 ML0762'SOUTH OF THE CENTERLINE OF THE DIRT ROAD LEADING EAST, 90 FEET
 ML0762'SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 23 FEET NORTH OF A
 ML0762'HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT EAST OF A NORTH-SOUTH FENCE
 ML0762'LINE, 90 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 21, AND
 ML0762'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0022 ***********************************************************************
 LG0022  DESIGNATION -  K 208
 LG0022  PID         -  LG0022
 LG0022  STATE/COUNTY-  NE/OTOE
 LG0022  COUNTRY     -  US
 LG0022  USGS QUAD   -  UNADILLA (2017)
 LG0022
 LG0022                         *CURRENT SURVEY CONTROL
 LG0022  ______________________________________________________________________
 LG0022* NAD 83(1986) POSITION- 40 40 33.     (N) 096 15 13.     (W)   SCALED
 LG0022* NAVD 88 ORTHO HEIGHT -   325.375 (meters)     1067.50  (feet) ADJUSTED
 LG0022  ______________________________________________________________________
 LG0022  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 LG0022  DYNAMIC HEIGHT  -        325.221 (meters)     1067.00  (feet) COMP
 LG0022  MODELED GRAVITY -    980,140.2   (mgal)                       NAVD 88
 LG0022
 LG0022  VERT ORDER      -  FIRST     CLASS II
 LG0022
 LG0022.The horizontal coordinates were scaled from a map and have
 LG0022.an estimated accuracy of +/- 6 seconds.
 LG0022
 LG0022.The orthometric height was determined by differential leveling and
 LG0022.adjusted by the NATIONAL GEODETIC SURVEY
 LG0022.in May 1993.
 LG0022
 LG0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0022.GEOID18 height accuracy estimate available here.
 LG0022
 LG0022.Click photographs - Photos may exist for this station.
 LG0022
 LG0022.The dynamic height is computed by dividing the NAVD 88
 LG0022.geopotential number by the normal gravity value computed on the
 LG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0022.degrees latitude (g = 980.6199 gals.).
 LG0022
 LG0022.The modeled gravity was interpolated from observed gravity values.
 LG0022
 LG0022;                    North         East    Units  Estimated Accuracy
 LG0022;SPC NE       -   100,400.      816,570.      MT  (+/- 180 meters Scaled)
 LG0022
 LG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL321063(NAD 83)
 LG0022
 LG0022                          SUPERSEDED SURVEY CONTROL
 LG0022
 LG0022  NAVD 88 (06/15/91)  325.381  (m)         1067.52   (f) SUPERSEDED  1 2
 LG0022  NGVD 29 (??/??/92)  325.276  (m)         1067.18   (f) ADJ UNCH    1 2
 LG0022
 LG0022.Superseded values are not recommended for survey control.
 LG0022
 LG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0022.See file dsdata.pdf to determine how the superseded data were derived.
 LG0022
 LG0022_MARKER: DB = BENCH MARK DISK
 LG0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0022_SP_SET: HEADWALL
 LG0022_STAMPING: K 208 1940
 LG0022_MARK LOGO: CGS
 LG0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0022+STABILITY: SURFACE MOTION
 LG0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0022+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 LG0022
 LG0022  HISTORY     - Date     Condition        Report By
 LG0022  HISTORY     - 1940     MONUMENTED       CGS
 LG0022  HISTORY     - 19911023 GOOD             NGS
 LG0022  HISTORY     - 20200824 GOOD             NEGS
 LG0022
 LG0022                          STATION DESCRIPTION
 LG0022
 LG0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0022'1.1 MI E FROM UNADILLA.
 LG0022'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0022'FROM THE STATION AT UNADILLA, OTOE COUNTY AT RAILROAD BRIDGE
 LG0022'31.19, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, 21 FEET
 LG0022'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT A 6-FOOT CONCRETE-BOX
 LG0022'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE EAST END OF THE
 LG0022'SOUTH HEADWALL.  A STANDARD DISK, STAMPED K 208 1940.
 LG0022
 LG0022                          STATION RECOVERY (1991)
 LG0022
 LG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0022'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0022'STATE HIGHWAY 50 IN SYRACUSE, THENCE 6.2 KM (3.85 MI) WESTERLY ALONG
 LG0022'17TH STREET (OLD STATE HIGHWAY 2), IN TOP OF AND 0.2 M (0.7 FT) WEST
 LG0022'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 17.8
 LG0022'M (58.4 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0022'RAILROAD, 6.0 M (19.7 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.3 M
 LG0022'(1.0 FT) BELOW THE LEVEL OF THE ROAD.
 LG0022
 LG0022                          STATION RECOVERY (2020)
 LG0022
 LG0022'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0463 ***********************************************************************
 LG0463  DESIGNATION -  K 209
 LG0463  PID         -  LG0463
 LG0463  STATE/COUNTY-  NE/FILLMORE
 LG0463  COUNTRY     -  US
 LG0463  USGS QUAD   -  EXETER (2017)
 LG0463
 LG0463                         *CURRENT SURVEY CONTROL
 LG0463  ______________________________________________________________________
 LG0463* NAD 83(1986) POSITION- 40 38 37.     (N) 097 28 43.     (W)   SCALED
 LG0463* NAVD 88 ORTHO HEIGHT -   491.675 (meters)     1613.10  (feet) ADJUSTED
 LG0463  ______________________________________________________________________
 LG0463  GEOID HEIGHT    -        -26.714 (meters)                     GEOID18
 LG0463  DYNAMIC HEIGHT  -        491.405 (meters)     1612.22  (feet) COMP
 LG0463  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 LG0463
 LG0463  VERT ORDER      -  FIRST     CLASS II
 LG0463
 LG0463.The horizontal coordinates were scaled from a map and have
 LG0463.an estimated accuracy of +/- 6 seconds.
 LG0463
 LG0463.The orthometric height was determined by differential leveling and
 LG0463.adjusted by the NATIONAL GEODETIC SURVEY
 LG0463.in May 1993.
 LG0463
 LG0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0463.GEOID18 height accuracy estimate available here.
 LG0463
 LG0463.Click photographs - Photos may exist for this station.
 LG0463
 LG0463.The dynamic height is computed by dividing the NAVD 88
 LG0463.geopotential number by the normal gravity value computed on the
 LG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0463.degrees latitude (g = 980.6199 gals.).
 LG0463
 LG0463.The modeled gravity was interpolated from observed gravity values.
 LG0463
 LG0463;                    North         East    Units  Estimated Accuracy
 LG0463;SPC NE       -    93,070.      713,200.      MT  (+/- 180 meters Scaled)
 LG0463
 LG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL286003(NAD 83)
 LG0463
 LG0463                          SUPERSEDED SURVEY CONTROL
 LG0463
 LG0463  NAVD 88 (06/15/91)  491.663  (m)         1613.06   (f) SUPERSEDED  1 2
 LG0463  NGVD 29 (??/??/92)  491.495  (m)         1612.51   (f) ADJ UNCH    1 2
 LG0463
 LG0463.Superseded values are not recommended for survey control.
 LG0463
 LG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0463.See file dsdata.pdf to determine how the superseded data were derived.
 LG0463
 LG0463_MARKER: DB = BENCH MARK DISK
 LG0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0463_STAMPING: K 209 1940
 LG0463_MARK LOGO: CGS
 LG0463_PROJECTION: FLUSH
 LG0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0463+STABILITY: SURFACE MOTION
 LG0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0463+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0463
 LG0463  HISTORY     - Date     Condition        Report By
 LG0463  HISTORY     - 1940     MONUMENTED       CGS
 LG0463  HISTORY     - 19911008 GOOD             NGS
 LG0463
 LG0463                          STATION DESCRIPTION
 LG0463
 LG0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0463'1.5 MI W FROM EXETER.
 LG0463'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0463'FROM THE STATION AT EXETER, FILLMORE COUNTY, 310 FEET SOUTHWEST
 LG0463'OF A BATTERY BOX, 64 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LG0463'45 FEET NORTHWEST OF A CONCRETE GATEPOST, 33 FEET NORTH OF THE
 LG0463'RIGHT-OF-WAY FENCE, 4.3 FEET WEST OF A POLE, AND 3 FEET EAST OF A
 LG0463'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 209 1940
 LG0463'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0463'GROUND.
 LG0463
 LG0463                          STATION RECOVERY (1991)
 LG0463
 LG0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0463'9.6 KM (5.95 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0463'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG
 LG0463'A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE
 LG0463'BURLINGTON NORTHERN RAILROAD, 18.7 M (61.4 FT) SOUTH OF THE NEAR
 LG0463'RAIL, 13.4 M (44.0 FT) NORTHWEST OF A GATE POST, 9.9 M (32.5 FT)
 LG0463'NORTH OF A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 LG0463'M (1.6 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS
 LG0463'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1225 ***********************************************************************
 MK1225  DESIGNATION -  K 210
 MK1225  PID         -  MK1225
 MK1225  STATE/COUNTY-  NE/PLATTE
 MK1225  COUNTRY     -  US
 MK1225  USGS QUAD   -  DUNCAN (2017)
 MK1225
 MK1225                         *CURRENT SURVEY CONTROL
 MK1225  ______________________________________________________________________
 MK1225* NAD 83(1986) POSITION- 41 25 05.     (N) 097 25 25.     (W)   SCALED
 MK1225* NAVD 88 ORTHO HEIGHT -   444.112 (meters)     1457.06  (feet) ADJUSTED
 MK1225  ______________________________________________________________________
 MK1225  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 MK1225  DYNAMIC HEIGHT  -        443.917 (meters)     1456.42  (feet) COMP
 MK1225  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 MK1225
 MK1225  VERT ORDER      -  FIRST     CLASS II
 MK1225
 MK1225.The horizontal coordinates were scaled from a map and have
 MK1225.an estimated accuracy of +/- 6 seconds.
 MK1225
 MK1225.The orthometric height was determined by differential leveling and
 MK1225.adjusted by the NATIONAL GEODETIC SURVEY
 MK1225.in June 1991.
 MK1225
 MK1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1225.GEOID18 height accuracy estimate available here.
 MK1225
 MK1225.Click photographs - Photos may exist for this station.
 MK1225
 MK1225.The dynamic height is computed by dividing the NAVD 88
 MK1225.geopotential number by the normal gravity value computed on the
 MK1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1225.degrees latitude (g = 980.6199 gals.).
 MK1225
 MK1225.The modeled gravity was interpolated from observed gravity values.
 MK1225
 MK1225;                    North         East    Units  Estimated Accuracy
 MK1225;SPC NE       -   179,150.      715,280.      MT  (+/- 180 meters Scaled)
 MK1225
 MK1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL317863(NAD 83)
 MK1225
 MK1225                          SUPERSEDED SURVEY CONTROL
 MK1225
 MK1225  NGVD 29 (??/??/92)  443.924  (m)         1456.44   (f) ADJ UNCH    1 2
 MK1225
 MK1225.Superseded values are not recommended for survey control.
 MK1225
 MK1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1225.See file dsdata.pdf to determine how the superseded data were derived.
 MK1225
 MK1225_MARKER: DB = BENCH MARK DISK
 MK1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1225_STAMPING: K 210 1940
 MK1225_MARK LOGO: CGS
 MK1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1225+STABILITY: SURFACE MOTION
 MK1225
 MK1225  HISTORY     - Date     Condition        Report By
 MK1225  HISTORY     - 1940     MONUMENTED       CGS
 MK1225
 MK1225                          STATION DESCRIPTION
 MK1225
 MK1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1225'3.5 MI W FROM COLUMBUS.
 MK1225'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1225'98 FEET NORTHWEST OF MILEPOST NO. 88, 53 FEET SOUTHEAST OF
 MK1225'CENTER OF INTERSECTION OF FARM ROAD AND TRACK, 51 FEET SOUTH
 MK1225'OF CENTERLINE OF SOUTH MAIN TRACK, 18 FEET EAST OF CENTERLINE
 MK1225'OF FARM ROAD, 3.0 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1225'PROJECTING 1.8 FEET, 1.0 FOOT SOUTH OF RIGHT-OF-WAY FENCE.
 MK1225'MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1384 ***********************************************************************
 MK1384  DESIGNATION -  K 211
 MK1384  PID         -  MK1384
 MK1384  STATE/COUNTY-  NE/MERRICK
 MK1384  COUNTRY     -  US
 MK1384  USGS QUAD   -  HAVENS (2017)
 MK1384
 MK1384                         *CURRENT SURVEY CONTROL
 MK1384  ______________________________________________________________________
 MK1384* NAD 83(1986) POSITION- 41 15 57.     (N) 097 45 06.     (W)   SCALED
 MK1384* NAVD 88 ORTHO HEIGHT -   482.967 (meters)     1584.53  (feet) ADJUSTED
 MK1384  ______________________________________________________________________
 MK1384  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 MK1384  DYNAMIC HEIGHT  -        482.739 (meters)     1583.79  (feet) COMP
 MK1384  MODELED GRAVITY -    980,136.7   (mgal)                       NAVD 88
 MK1384
 MK1384  VERT ORDER      -  FIRST     CLASS II
 MK1384
 MK1384.The horizontal coordinates were scaled from a map and have
 MK1384.an estimated accuracy of +/- 6 seconds.
 MK1384
 MK1384.The orthometric height was determined by differential leveling and
 MK1384.adjusted by the NATIONAL GEODETIC SURVEY
 MK1384.in June 1991.
 MK1384
 MK1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1384.GEOID18 height accuracy estimate available here.
 MK1384
 MK1384.Click photographs - Photos may exist for this station.
 MK1384
 MK1384.The dynamic height is computed by dividing the NAVD 88
 MK1384.geopotential number by the normal gravity value computed on the
 MK1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1384.degrees latitude (g = 980.6199 gals.).
 MK1384
 MK1384.The modeled gravity was interpolated from observed gravity values.
 MK1384
 MK1384;                    North         East    Units  Estimated Accuracy
 MK1384;SPC NE       -   161,490.      688,320.      MT  (+/- 180 meters Scaled)
 MK1384
 MK1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL045690(NAD 83)
 MK1384
 MK1384                          SUPERSEDED SURVEY CONTROL
 MK1384
 MK1384  NGVD 29 (??/??/92)  482.761  (m)         1583.86   (f) ADJ UNCH    1 2
 MK1384
 MK1384.Superseded values are not recommended for survey control.
 MK1384
 MK1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1384.See file dsdata.pdf to determine how the superseded data were derived.
 MK1384
 MK1384_MARKER: DB = BENCH MARK DISK
 MK1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1384_STAMPING: K 211 1940
 MK1384_MARK LOGO: CGS
 MK1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1384+STABILITY: SURFACE MOTION
 MK1384
 MK1384  HISTORY     - Date     Condition        Report By
 MK1384  HISTORY     - 1940     MONUMENTED       CGS
 MK1384
 MK1384                          STATION DESCRIPTION
 MK1384
 MK1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1384'AT HAVENS.
 MK1384'AT HAVENS, BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1384'NO. 30, 125 FEET NORTHEAST OF MILEPOST NO. 108, 82 FEET SOUTHWEST
 MK1384'OF STATION SIGN HAVENS, 55 FEET NORTH OF CENTERLINE OF HIGHWAY,
 MK1384'41 FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 3.0 FEET EAST OF
 MK1384'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 MK1384'PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1589 ***********************************************************************
 NM1589  DESIGNATION -  K 212 RESET
 NM1589  PID         -  NM1589
 NM1589  STATE/COUNTY-  NE/MADISON
 NM1589  COUNTRY     -  US
 NM1589  USGS QUAD   -  NORFOLK (2017)
 NM1589
 NM1589                         *CURRENT SURVEY CONTROL
 NM1589  ______________________________________________________________________
 NM1589* NAD 83(1986) POSITION- 42 00 12.     (N) 097 26 36.     (W)   SCALED
 NM1589* NAVD 88 ORTHO HEIGHT -   463.92  (meters)     1522.0   (feet) RESET
 NM1589  ______________________________________________________________________
 NM1589  GEOID HEIGHT    -        -24.780 (meters)                     GEOID18
 NM1589  VERT ORDER      -  THIRD
 NM1589
 NM1589.The horizontal coordinates were scaled from a map and have
 NM1589.an estimated accuracy of +/- 6 seconds.
 NM1589
 NM1589.The orthometric height was computed from unverified reset data.
 NM1589
 NM1589.No vertical observational check was made to the station.
 NM1589
 NM1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1589.GEOID18 height accuracy estimate available here.
 NM1589
 NM1589.Click photographs - Photos may exist for this station.
 NM1589
 NM1589;                    North         East    Units  Estimated Accuracy
 NM1589;SPC NE       -   244,060.      711,720.      MT  (+/- 180 meters Scaled)
 NM1589
 NM1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM289513(NAD 83)
 NM1589
 NM1589                          SUPERSEDED SURVEY CONTROL
 NM1589
 NM1589  NGVD 29 (01/31/13)  463.74   (m)         1521.5    (f) RESET       3  
 NM1589
 NM1589.Superseded values are not recommended for survey control.
 NM1589
 NM1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1589.See file dsdata.pdf to determine how the superseded data were derived.
 NM1589
 NM1589_MARKER: DV = VERTICAL CONTROL DISK
 NM1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1589_STAMPING: K 212 RESET 1981
 NM1589_MARK LOGO: CGS
 NM1589_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1589+STABILITY: SURFACE MOTION
 NM1589
 NM1589  HISTORY     - Date     Condition        Report By
 NM1589  HISTORY     - 1981     MONUMENTED       NGS
 NM1589
 NM1589                          STATION DESCRIPTION
 NM1589
 NM1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1589'2.4 MI SOUTH FROM NORFOLK.
 NM1589'2.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 NM1589'NORFOLK, AT THE SOUTH END OF THE RAILROAD BRIDGE OVER THE ECKHORN
 NM1589'RIVER, 80 FEET SOUTHEAST OF THE RIVERBANK AS IT PASSES UNDER THE
 NM1589'BRIDGE, 58.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 NM1589'GIRDER SUPPORT, 56 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 NM1589'BRIDGE, 47.8 FEET EAST OF THE THIRD SUPPORTING PILLARS SOUTH OF THE
 NM1589'SOUTH END OF THE GIRDERS, 1-FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 NM1589'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 NM1589'THE MARK IS 10 FT BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1128 ***********************************************************************
 MK1128  DESIGNATION -  K 213
 MK1128  PID         -  MK1128
 MK1128  STATE/COUNTY-  NE/PLATTE
 MK1128  COUNTRY     -  US
 MK1128  USGS QUAD   -  HUMPHREY (2017)
 MK1128
 MK1128                         *CURRENT SURVEY CONTROL
 MK1128  ______________________________________________________________________
 MK1128* NAD 83(1986) POSITION- 41 41 31.     (N) 097 28 57.     (W)   SCALED
 MK1128* NAVD 88 ORTHO HEIGHT -   501.360 (meters)     1644.88  (feet) ADJUSTED
 MK1128  ______________________________________________________________________
 MK1128  GEOID HEIGHT    -        -24.841 (meters)                     GEOID18
 MK1128  DYNAMIC HEIGHT  -        501.143 (meters)     1644.17  (feet) COMP
 MK1128  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 MK1128
 MK1128  VERT ORDER      -  FIRST     CLASS II
 MK1128
 MK1128.The horizontal coordinates were scaled from a map and have
 MK1128.an estimated accuracy of +/- 6 seconds.
 MK1128
 MK1128.The orthometric height was determined by differential leveling and
 MK1128.adjusted by the NATIONAL GEODETIC SURVEY
 MK1128.in June 1991.
 MK1128
 MK1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1128.GEOID18 height accuracy estimate available here.
 MK1128
 MK1128.Click photographs - Photos may exist for this station.
 MK1128
 MK1128.The dynamic height is computed by dividing the NAVD 88
 MK1128.geopotential number by the normal gravity value computed on the
 MK1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1128.degrees latitude (g = 980.6199 gals.).
 MK1128
 MK1128.The modeled gravity was interpolated from observed gravity values.
 MK1128
 MK1128;                    North         East    Units  Estimated Accuracy
 MK1128;SPC NE       -   209,400.      709,480.      MT  (+/- 180 meters Scaled)
 MK1128
 MK1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM262166(NAD 83)
 MK1128
 MK1128                          SUPERSEDED SURVEY CONTROL
 MK1128
 MK1128  NGVD 29 (??/??/92)  501.165  (m)         1644.24   (f) ADJ UNCH    1 2
 MK1128
 MK1128.Superseded values are not recommended for survey control.
 MK1128
 MK1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1128.See file dsdata.pdf to determine how the superseded data were derived.
 MK1128
 MK1128_MARKER: DB = BENCH MARK DISK
 MK1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1128_STAMPING: K 213 1940
 MK1128_MARK LOGO: CGS
 MK1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1128+STABILITY: SURFACE MOTION
 MK1128
 MK1128  HISTORY     - Date     Condition        Report By
 MK1128  HISTORY     - 1940     MONUMENTED       CGS
 MK1128
 MK1128                          STATION DESCRIPTION
 MK1128
 MK1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1128'AT HUMPHREY.
 MK1128'AT HUMPHREY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION
 MK1128'PACIFIC RR., JUST SOUTH OF THE DEPOT, 85.5 FEET NORTHEAST OF
 MK1128'CENTER OF INTERSECTION OF MAIN STREET AND THE MAIN TRACK, 75 FEET
 MK1128'NORTH OF CENTERLINE OF MAIN STREET EXTENDED, 59.0 FEET SOUTH OF
 MK1128'THE SOUTH END OF RR. STATION, 41 FEET EAST OF CENTERLINE OF MAIN
 MK1128'TRACK, 5.0 FEET SOUTH OF TELEPHONE POLE.  NO 4 X 4 INCH WOODEN
 MK1128'POST WAS SET BECAUSE RR. STATION SERVES AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0159 ***********************************************************************
 NP0159  DESIGNATION -  K 214
 NP0159  PID         -  NP0159
 NP0159  STATE/COUNTY-  NE/BOX BUTTE
 NP0159  COUNTRY     -  US
 NP0159  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0159
 NP0159                         *CURRENT SURVEY CONTROL
 NP0159  ______________________________________________________________________
 NP0159* NAD 83(1986) POSITION- 42 05 42.     (N) 102 50 04.     (W)   SCALED
 NP0159* NAVD 88 ORTHO HEIGHT -  1207.129 (meters)     3960.39  (feet) ADJUSTED
 NP0159  ______________________________________________________________________
 NP0159  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0159  DYNAMIC HEIGHT  -       1206.430 (meters)     3958.10  (feet) COMP
 NP0159  MODELED GRAVITY -    980,000.2   (mgal)                       NAVD 88
 NP0159
 NP0159  VERT ORDER      -  SECOND    CLASS 0
 NP0159
 NP0159.The horizontal coordinates were scaled from a map and have
 NP0159.an estimated accuracy of +/- 6 seconds.
 NP0159
 NP0159.The orthometric height was determined by differential leveling and
 NP0159.adjusted by the NATIONAL GEODETIC SURVEY
 NP0159.in June 1991.
 NP0159
 NP0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0159.GEOID18 height accuracy estimate available here.
 NP0159
 NP0159.Click photographs - Photos may exist for this station.
 NP0159
 NP0159.The dynamic height is computed by dividing the NAVD 88
 NP0159.geopotential number by the normal gravity value computed on the
 NP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0159.degrees latitude (g = 980.6199 gals.).
 NP0159
 NP0159.The modeled gravity was interpolated from observed gravity values.
 NP0159
 NP0159;                    North         East    Units  Estimated Accuracy
 NP0159;SPC NE       -   254,950.      265,620.      MT  (+/- 180 meters Scaled)
 NP0159
 NP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG790625(NAD 83)
 NP0159
 NP0159                          SUPERSEDED SURVEY CONTROL
 NP0159
 NP0159  NGVD 29 (??/??/92) 1206.555  (m)         3958.51   (f) ADJ UNCH    2 0
 NP0159
 NP0159.Superseded values are not recommended for survey control.
 NP0159
 NP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0159.See file dsdata.pdf to determine how the superseded data were derived.
 NP0159
 NP0159_MARKER: DB = BENCH MARK DISK
 NP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0159_STAMPING: K 214 1940
 NP0159_MARK LOGO: CGS
 NP0159_PROJECTION: FLUSH
 NP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0159+STABILITY: SURFACE MOTION
 NP0159
 NP0159  HISTORY     - Date     Condition        Report By
 NP0159  HISTORY     - 1940     MONUMENTED       CGS
 NP0159  HISTORY     - 1967     GOOD             CGS
 NP0159  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0159
 NP0159                          STATION DESCRIPTION
 NP0159
 NP0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0159'1.9 MI E FROM ALLIANCE.
 NP0159'THE MARK IS SITUATED 1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NP0159'AND QUINCY RAILROAD FROM THE STATION AT ALLIANCE, 0.4 MI. EAST
 NP0159'OF MILEPOST 364, 162 FT. EAST NORTHEAST FROM THE NORTHEAST EAVE
 NP0159'OF A 12 FT. X 12 FT. PUMP HOUSE, 310 FT. WEST OF A FENCE CORNER,
 NP0159'48.5 FT. SOUTH OF THE CENTERLINE OF A CONCRETE LINED IRRIGATION
 NP0159'DITCH, AND 3.0 FT. EAST OF A C AND GS WITNESS POST SIGN PROJECTING
 NP0159'3.4 FT.  THE MARK IS A STANDARD BENCH MARK DISK STAMPED K 214 1940
 NP0159'SET IN THE TOP OF A CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 NP0159
 NP0159                          STATION RECOVERY (1985)
 NP0159
 NP0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0159'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN
 NP0159'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0536 ***********************************************************************
 LF0536  DESIGNATION -  K 215
 LF0536  PID         -  LF0536
 LF0536  STATE/COUNTY-  NE/RICHARDSON
 LF0536  COUNTRY     -  US
 LF0536  USGS QUAD   -  SALEM (2017)
 LF0536
 LF0536                         *CURRENT SURVEY CONTROL
 LF0536  ______________________________________________________________________
 LF0536* NAD 83(1986) POSITION- 40 04 21.     (N) 095 41 34.     (W)   SCALED
 LF0536* NAVD 88 ORTHO HEIGHT -   278.219 (meters)      912.79  (feet) ADJUSTED
 LF0536  ______________________________________________________________________
 LF0536  GEOID HEIGHT    -        -30.286 (meters)                     GEOID18
 LF0536  DYNAMIC HEIGHT  -        278.062 (meters)      912.28  (feet) COMP
 LF0536  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 LF0536
 LF0536  VERT ORDER      -  SECOND    CLASS 0
 LF0536
 LF0536.The horizontal coordinates were scaled from a map and have
 LF0536.an estimated accuracy of +/- 6 seconds.
 LF0536
 LF0536.The orthometric height was determined by differential leveling and
 LF0536.adjusted by the NATIONAL GEODETIC SURVEY
 LF0536.in June 1991.
 LF0536
 LF0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0536.GEOID18 height accuracy estimate available here.
 LF0536
 LF0536.Click photographs - Photos may exist for this station.
 LF0536
 LF0536.The dynamic height is computed by dividing the NAVD 88
 LF0536.geopotential number by the normal gravity value computed on the
 LF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0536.degrees latitude (g = 980.6199 gals.).
 LF0536
 LF0536.The modeled gravity was interpolated from observed gravity values.
 LF0536
 LF0536;                    North         East    Units  Estimated Accuracy
 LF0536;SPC NE       -    35,710.      867,260.      MT  (+/- 180 meters Scaled)
 LF0536
 LF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE703392(NAD 83)
 LF0536
 LF0536                          SUPERSEDED SURVEY CONTROL
 LF0536
 LF0536  NGVD 29 (??/??/92)  278.136  (m)          912.52   (f) ADJ UNCH    2 0
 LF0536
 LF0536.Superseded values are not recommended for survey control.
 LF0536
 LF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0536.See file dsdata.pdf to determine how the superseded data were derived.
 LF0536
 LF0536_MARKER: DB = BENCH MARK DISK
 LF0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0536_SP_SET: BRIDGE
 LF0536_STAMPING: K 215 1945
 LF0536_MARK LOGO: CGS
 LF0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0536
 LF0536  HISTORY     - Date     Condition        Report By
 LF0536  HISTORY     - 1945     MONUMENTED       CGS
 LF0536  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0536
 LF0536                          STATION DESCRIPTION
 LF0536
 LF0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0536'1 MI E FROM SALEM.
 LF0536'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0536'FROM THE STATION AT SALEM, AT BRIDGE 24.86, IN THE TOP OF THE
 LF0536'SOUTH END OF THE WEST ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE
 LF0536'TRACK.  AN IRON BENCH MARK DISK, STAMPED K 215 1945.
 LF0536
 LF0536                          STATION RECOVERY (1964)
 LF0536
 LF0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0049 ***********************************************************************
 NN0049  DESIGNATION -  K 216
 NN0049  PID         -  NN0049
 NN0049  STATE/COUNTY-  NE/BOYD
 NN0049  COUNTRY     -  US
 NN0049  USGS QUAD   -  MONOWI (2017)
 NN0049
 NN0049                         *CURRENT SURVEY CONTROL
 NN0049  ______________________________________________________________________
 NN0049* NAD 83(1986) POSITION- 42 51 23.29   (N) 098 22 07.38   (W)   HD_HELD1
 NN0049* NAVD 88 ORTHO HEIGHT -   507.582 (meters)     1665.29  (feet) ADJUSTED
 NN0049  ______________________________________________________________________
 NN0049  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 NN0049  DYNAMIC HEIGHT  -        507.411 (meters)     1664.73  (feet) COMP
 NN0049  MODELED GRAVITY -    980,267.6   (mgal)                       NAVD 88
 NN0049
 NN0049  VERT ORDER      -  SECOND    CLASS 0
 NN0049
 NN0049.The horizontal coordinates were determined by differentially corrected
 NN0049.hand held GPS observations or other comparable positioning techniques
 NN0049.and have an estimated accuracy of +/- 3 meters.
 NN0049
 NN0049.The orthometric height was determined by differential leveling and
 NN0049.adjusted by the NATIONAL GEODETIC SURVEY
 NN0049.in June 1991.
 NN0049
 NN0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0049.GEOID18 height accuracy estimate available here.
 NN0049
 NN0049.Click photographs - Photos may exist for this station.
 NN0049
 NN0049.The dynamic height is computed by dividing the NAVD 88
 NN0049.geopotential number by the normal gravity value computed on the
 NN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0049.degrees latitude (g = 980.6199 gals.).
 NN0049
 NN0049.The modeled gravity was interpolated from observed gravity values.
 NN0049
 NN0049;                    North         East    Units  Estimated Accuracy
 NN0049;SPC NE       -   336,934.4     633,309.3     MT  (+/- 3 meters HH1 GPS) 
 NN0049
 NN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5157445069(NAD 83)
 NN0049
 NN0049                          SUPERSEDED SURVEY CONTROL
 NN0049
 NN0049  NGVD 29 (??/??/92)  507.314  (m)         1664.41   (f) ADJ UNCH    2 0
 NN0049
 NN0049.Superseded values are not recommended for survey control.
 NN0049
 NN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0049.See file dsdata.pdf to determine how the superseded data were derived.
 NN0049
 NN0049_MARKER: DB = BENCH MARK DISK
 NN0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0049_STAMPING: K 216 1946
 NN0049_MARK LOGO: CGS
 NN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0049+STABILITY: SURFACE MOTION
 NN0049
 NN0049  HISTORY     - Date     Condition        Report By
 NN0049  HISTORY     - 1946     MONUMENTED       CGS
 NN0049
 NN0049                          STATION DESCRIPTION
 NN0049
 NN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0049'4 MI NW FROM MONOWI.
 NN0049'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0049'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0049'NORTH 2.0 MILES ALONG A GRADED DIRT ROAD, TO SITE OF MARK,
 NN0049'BENCH MARK IS AT THE NORTHWEST CORNER OF A SCHOOL YARD, 84.6
 NN0049'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE,
 NN0049'40.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NN0049'ROAD, 17.0 FEET NORTH OF A FENCE CORNER AND 1.0 FOOT SOUTH
 NN0049'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED K 216
 NN0049'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 NN0049'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0185 ***********************************************************************
 NN0185  DESIGNATION -  K 217
 NN0185  PID         -  NN0185
 NN0185  STATE/COUNTY-  NE/HOLT
 NN0185  COUNTRY     -  US
 NN0185  USGS QUAD   -  INMAN (2017)
 NN0185
 NN0185                         *CURRENT SURVEY CONTROL
 NN0185  ______________________________________________________________________
 NN0185* NAD 83(1986) POSITION- 42 23 37.     (N) 098 32 37.     (W)   SCALED
 NN0185* NAVD 88 ORTHO HEIGHT -   590.008 (meters)     1935.72  (feet) ADJUSTED
 NN0185  ______________________________________________________________________
 NN0185  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 NN0185  DYNAMIC HEIGHT  -        589.784 (meters)     1934.98  (feet) COMP
 NN0185  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 NN0185
 NN0185  VERT ORDER      -  FIRST     CLASS II
 NN0185
 NN0185.The horizontal coordinates were scaled from a map and have
 NN0185.an estimated accuracy of +/- 6 seconds.
 NN0185
 NN0185.The orthometric height was determined by differential leveling and
 NN0185.adjusted by the NATIONAL GEODETIC SURVEY
 NN0185.in June 1991.
 NN0185
 NN0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0185.GEOID18 height accuracy estimate available here.
 NN0185
 NN0185.Click photographs - Photos may exist for this station.
 NN0185
 NN0185.The dynamic height is computed by dividing the NAVD 88
 NN0185.geopotential number by the normal gravity value computed on the
 NN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0185.degrees latitude (g = 980.6199 gals.).
 NN0185
 NN0185.The modeled gravity was interpolated from observed gravity values.
 NN0185
 NN0185;                    North         East    Units  Estimated Accuracy
 NN0185;SPC NE       -   285,280.      619,880.      MT  (+/- 180 meters Scaled)
 NN0185
 NN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375935(NAD 83)
 NN0185
 NN0185                          SUPERSEDED SURVEY CONTROL
 NN0185
 NN0185  NGVD 29 (??/??/92)  589.812  (m)         1935.07   (f) ADJ UNCH    1 2
 NN0185
 NN0185.Superseded values are not recommended for survey control.
 NN0185
 NN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0185.See file dsdata.pdf to determine how the superseded data were derived.
 NN0185
 NN0185_MARKER: DB = BENCH MARK DISK
 NN0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0185_SP_SET: CULVERT
 NN0185_STAMPING: K 217 1946
 NN0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0185
 NN0185  HISTORY     - Date     Condition        Report By
 NN0185  HISTORY     - 1946     MONUMENTED       CGS
 NN0185
 NN0185                          STATION DESCRIPTION
 NN0185
 NN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0185'7.1 MI S FROM PAGE.
 NN0185'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0185'PAGE, HOLT COUNTY, THENCE 6.5 MILES WEST ALONG A GRADED DIRT
 NN0185'ROAD, AT THE INTERSECTION OF U.S. HIGHWAY 20, AT A LARGE DOUBLE
 NN0185'PIPE CULVERT, IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 NN0185'HEADWALL, 20 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 NN0185'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 217 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0186 ***********************************************************************
 NN0186  DESIGNATION -  K 217 RESET
 NN0186  PID         -  NN0186
 NN0186  STATE/COUNTY-  NE/HOLT
 NN0186  COUNTRY     -  US
 NN0186  USGS QUAD   -  INMAN (2017)
 NN0186
 NN0186                         *CURRENT SURVEY CONTROL
 NN0186  ______________________________________________________________________
 NN0186* NAD 83(1986) POSITION- 42 23 37.     (N) 098 32 37.     (W)   SCALED
 NN0186* NAVD 88 ORTHO HEIGHT -   589.95  (meters)     1935.5   (feet) RESET
 NN0186  ______________________________________________________________________
 NN0186  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 NN0186  VERT ORDER      -  THIRD
 NN0186
 NN0186.The horizontal coordinates were scaled from a map and have
 NN0186.an estimated accuracy of +/- 6 seconds.
 NN0186
 NN0186.The orthometric height was computed from unverified reset data.
 NN0186
 NN0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0186.GEOID18 height accuracy estimate available here.
 NN0186
 NN0186.Click photographs - Photos may exist for this station.
 NN0186
 NN0186;                    North         East    Units  Estimated Accuracy
 NN0186;SPC NE       -   285,280.      619,880.      MT  (+/- 180 meters Scaled)
 NN0186
 NN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375935(NAD 83)
 NN0186
 NN0186                          SUPERSEDED SURVEY CONTROL
 NN0186
 NN0186  NGVD 29 (??/??/??)  589.76   (m)         1934.9    (f) RESET       3  
 NN0186
 NN0186.Superseded values are not recommended for survey control.
 NN0186
 NN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0186.See file dsdata.pdf to determine how the superseded data were derived.
 NN0186
 NN0186_MARKER: DB = BENCH MARK DISK
 NN0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0186_SP_SET: CULVERT
 NN0186_STAMPING: K 217 RESET 1966
 NN0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0186
 NN0186  HISTORY     - Date     Condition        Report By
 NN0186  HISTORY     - 1966     MONUMENTED       LOCENG
 NN0186
 NN0186                          STATION DESCRIPTION
 NN0186
 NN0186'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 NN0186'7.1 MI SW FROM PAGE.
 NN0186'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0186'AT PAGE, THENCE 6.5 MILES WEST ALONG A GRADED DIRT ROAD, AT
 NN0186'THE INTERSECTION OF U.S. HIGHWAY 20, AT A DOUBLE PIPE CULVERT,
 NN0186'36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 NN0186'THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF
 NN0186'THE CULVERT AND LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0426 ***********************************************************************
 NN0426  DESIGNATION -  K 218
 NN0426  PID         -  NN0426
 NN0426  STATE/COUNTY-  NE/HOLT
 NN0426  COUNTRY     -  US
 NN0426  USGS QUAD   -  STUART SE (2017)
 NN0426
 NN0426                         *CURRENT SURVEY CONTROL
 NN0426  ______________________________________________________________________
 NN0426* NAD 83(1986) POSITION- 42 35 39.78   (N) 099 06 30.72   (W)   HD_HELD1
 NN0426* NAVD 88 ORTHO HEIGHT -   657.957 (meters)     2158.65  (feet) ADJUSTED
 NN0426  ______________________________________________________________________
 NN0426  GEOID HEIGHT    -        -24.027 (meters)                     GEOID18
 NN0426  DYNAMIC HEIGHT  -        657.699 (meters)     2157.80  (feet) COMP
 NN0426  MODELED GRAVITY -    980,208.7   (mgal)                       NAVD 88
 NN0426
 NN0426  VERT ORDER      -  SECOND    CLASS 0
 NN0426
 NN0426.The horizontal coordinates were determined by differentially corrected
 NN0426.hand held GPS observations or other comparable positioning techniques
 NN0426.and have an estimated accuracy of +/- 3 meters.
 NN0426
 NN0426.The orthometric height was determined by differential leveling and
 NN0426.adjusted by the NATIONAL GEODETIC SURVEY
 NN0426.in June 1991.
 NN0426
 NN0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0426.GEOID18 height accuracy estimate available here.
 NN0426
 NN0426.Click photographs - Photos may exist for this station.
 NN0426
 NN0426.The dynamic height is computed by dividing the NAVD 88
 NN0426.geopotential number by the normal gravity value computed on the
 NN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0426.degrees latitude (g = 980.6199 gals.).
 NN0426
 NN0426.The modeled gravity was interpolated from observed gravity values.
 NN0426
 NN0426;                    North         East    Units  Estimated Accuracy
 NN0426;SPC NE       -   306,942.7     573,154.3     MT  (+/- 3 meters HH1 GPS) 
 NN0426
 NN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9109515779(NAD 83)
 NN0426
 NN0426                          SUPERSEDED SURVEY CONTROL
 NN0426
 NN0426  NGVD 29 (??/??/92)  657.724  (m)         2157.88   (f) ADJ UNCH    2 0
 NN0426
 NN0426.Superseded values are not recommended for survey control.
 NN0426
 NN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0426.See file dsdata.pdf to determine how the superseded data were derived.
 NN0426
 NN0426_MARKER: DB = BENCH MARK DISK
 NN0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0426_STAMPING: K 218 1946
 NN0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0426+STABILITY: SURFACE MOTION
 NN0426
 NN0426  HISTORY     - Date     Condition        Report By
 NN0426  HISTORY     - 1946     MONUMENTED       CGS
 NN0426
 NN0426                          STATION DESCRIPTION
 NN0426
 NN0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0426'3.1 MI E FROM STUART.
 NN0426'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0426'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0426'NO. 20, THENCE NORTH 0.8 MILE ALONG A GRAVELED ROAD TO SITE OF
 NN0426'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0426'AN EAST-WEST DIRT ROAD, 44.0 FEET WEST OF AND ABOUT LEVEL WITH
 NN0426'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35.0 FEET NORTH OF THE
 NN0426'CENTER LINE OF THE EAST-WEST ROAD, 10.5 FEET WEST OF A FENCE
 NN0426'CORNER, 2.0 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X
 NN0426'4 IN MARKER POST.  A BRONZE DISK STAMPED K 218 1946 SET IN THE
 NN0426'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0426'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0335 ***********************************************************************
 NN0335  DESIGNATION -  K 219
 NN0335  PID         -  NN0335
 NN0335  STATE/COUNTY-  NE/HOLT
 NN0335  COUNTRY     -  US
 NN0335  USGS QUAD   -  STUART SE (2017)
 NN0335
 NN0335                         *CURRENT SURVEY CONTROL
 NN0335  ______________________________________________________________________
 NN0335* NAD 83(1986) POSITION- 42 33 05.     (N) 099 01 09.     (W)   SCALED
 NN0335* NAVD 88 ORTHO HEIGHT -   645.063 (meters)     2116.34  (feet) ADJUSTED
 NN0335  ______________________________________________________________________
 NN0335  GEOID HEIGHT    -        -24.086 (meters)                     GEOID18
 NN0335  DYNAMIC HEIGHT  -        644.808 (meters)     2115.51  (feet) COMP
 NN0335  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 NN0335
 NN0335  VERT ORDER      -  FIRST     CLASS II
 NN0335
 NN0335.The horizontal coordinates were scaled from a map and have
 NN0335.an estimated accuracy of +/- 6 seconds.
 NN0335
 NN0335.The orthometric height was determined by differential leveling and
 NN0335.adjusted by the NATIONAL GEODETIC SURVEY
 NN0335.in June 1991.
 NN0335
 NN0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0335.GEOID18 height accuracy estimate available here.
 NN0335
 NN0335.Click photographs - Photos may exist for this station.
 NN0335
 NN0335.The dynamic height is computed by dividing the NAVD 88
 NN0335.geopotential number by the normal gravity value computed on the
 NN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0335.degrees latitude (g = 980.6199 gals.).
 NN0335
 NN0335.The modeled gravity was interpolated from observed gravity values.
 NN0335
 NN0335;                    North         East    Units  Estimated Accuracy
 NN0335;SPC NE       -   302,250.      580,540.      MT  (+/- 180 meters Scaled)
 NN0335
 NN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN984109(NAD 83)
 NN0335
 NN0335                          SUPERSEDED SURVEY CONTROL
 NN0335
 NN0335  NGVD 29 (??/??/92)  644.834  (m)         2115.59   (f) ADJ UNCH    1 2
 NN0335
 NN0335.Superseded values are not recommended for survey control.
 NN0335
 NN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0335.See file dsdata.pdf to determine how the superseded data were derived.
 NN0335
 NN0335_MARKER: DB = BENCH MARK DISK
 NN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0335_STAMPING: K 219 1946
 NN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0335+STABILITY: SURFACE MOTION
 NN0335
 NN0335  HISTORY     - Date     Condition        Report By
 NN0335  HISTORY     - 1946     MONUMENTED       CGS
 NN0335
 NN0335                          STATION DESCRIPTION
 NN0335
 NN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0335'2.5 MI NW FROM ATKINSON.
 NN0335'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0335'FROM THE STATION AT ATKINSON, HOLT COUNTY, OPPOSITE THE FOURTH
 NN0335'POLE NORTHWEST OF MILEPOST 176, 136 FEET NORTHWEST OF THE NORTHWEST
 NN0335'CORNER OF A LARGE ROCK CULVERT UNDER THE RAILWAY, 42 FEET NORTHEAST
 NN0335'OF THE CENTERLINE OF THE TRACK, 42 FEET SOUTHWEST OF THE CENTERLINE
 NN0335'OF U.S. HIGHWAY 20, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0335'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 219 1946
 NN0335'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0335'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0147 ***********************************************************************
 MM0147  DESIGNATION -  K 22
 MM0147  PID         -  MM0147
 MM0147  STATE/COUNTY-  NE/HOOKER
 MM0147  COUNTRY     -  US
 MM0147  USGS QUAD   -  SHIMMINS LAKE (2017)
 MM0147
 MM0147                         *CURRENT SURVEY CONTROL
 MM0147  ______________________________________________________________________
 MM0147* NAD 83(1986) POSITION- 41 45 18.45   (N) 100 58 33.54   (W)   HD_HELD1
 MM0147* NAVD 88 ORTHO HEIGHT -  1010.403 (meters)     3314.96  (feet) ADJUSTED
 MM0147  ______________________________________________________________________
 MM0147  GEOID HEIGHT    -        -21.055 (meters)                     GEOID18
 MM0147  DYNAMIC HEIGHT  -       1009.839 (meters)     3313.11  (feet) COMP
 MM0147  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 MM0147
 MM0147  VERT ORDER      -  FIRST     CLASS II
 MM0147
 MM0147.The horizontal coordinates were determined by differentially corrected
 MM0147.hand held GPS observations or other comparable positioning techniques
 MM0147.and have an estimated accuracy of +/- 3 meters.
 MM0147
 MM0147.The orthometric height was determined by differential leveling and
 MM0147.adjusted by the NATIONAL GEODETIC SURVEY
 MM0147.in June 1994.
 MM0147
 MM0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0147.GEOID18 height accuracy estimate available here.
 MM0147
 MM0147.Click photographs - Photos may exist for this station.
 MM0147
 MM0147.The dynamic height is computed by dividing the NAVD 88
 MM0147.geopotential number by the normal gravity value computed on the
 MM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0147.degrees latitude (g = 980.6199 gals.).
 MM0147
 MM0147.The modeled gravity was interpolated from observed gravity values.
 MM0147
 MM0147;                    North         East    Units  Estimated Accuracy
 MM0147;SPC NE       -   213,826.2     418,858.4     MT  (+/- 3 meters HH1 GPS) 
 MM0147
 MM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3572424475(NAD 83)
 MM0147
 MM0147                          SUPERSEDED SURVEY CONTROL
 MM0147
 MM0147  NAVD 88 (06/15/91) 1010.427  (m)         3315.04   (f) SUPERSEDED  1 2
 MM0147  NGVD 29 (02/14/92) 1010.061  (m)         3313.84   (f) ADJUSTED    1 2
 MM0147  NGVD 29 (??/??/87) 1010.079  (m)         3313.90   (f) SUPERSEDED  1 2
 MM0147
 MM0147.Superseded values are not recommended for survey control.
 MM0147
 MM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0147.See file dsdata.pdf to determine how the superseded data were derived.
 MM0147
 MM0147_MARKER: DB = BENCH MARK DISK
 MM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0147_STAMPING: K 22 1933 3313.901
 MM0147_MARK LOGO: CGS
 MM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0147+STABILITY: SURFACE MOTION
 MM0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0147+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0147
 MM0147  HISTORY     - Date     Condition        Report By
 MM0147  HISTORY     - 1933     MONUMENTED       CGS
 MM0147  HISTORY     - 1973     GOOD             NGS
 MM0147  HISTORY     - 19910820 GOOD             NGS
 MM0147
 MM0147                          STATION DESCRIPTION
 MM0147
 MM0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MM0147'14.3 MI N FROM TRYON.
 MM0147'13.2 MILES NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 MM0147'STATE HIGHWAYS 92 AND 97 AT THE WEST EDGE OF TRYON TO THE
 MM0147'HOOKER-MC PHERSON COUNTY LINE, THENCE 1.1 MILES NORTH ALONG
 MM0147'STATE HIGHWAY 97 TO THE MARK ON THE RIGHT, 70 FEET EAST OF THE
 MM0147'CENTER OF STATE HIGHWAY 97, 20.5 FEET EAST OF A FENCE CORNER,
 MM0147'1.5 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A 12-INCH SQUARE
 MM0147'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 MM0147'SURFACE.
 MM0147
 MM0147                          STATION RECOVERY (1991)
 MM0147
 MM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0147'23.0 KM (14.30 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0147'COURTHOUSE IN TRYON, 21.9 M (71.9 FT) EAST OF AND LEVEL WITH THE
 MM0147'HIGHWAY CENTERLINE, 6.3 M (20.7 FT) EAST OF A WITNESS POST AND
 MM0147'T-FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A FENCE, AND THE MONUMENT
 MM0147'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0376 ***********************************************************************
 NN0376  DESIGNATION -  K 220
 NN0376  PID         -  NN0376
 NN0376  STATE/COUNTY-  NE/ROCK
 NN0376  COUNTRY     -  US
 NN0376  USGS QUAD   -  NEWPORT SW (2017)
 NN0376
 NN0376                         *CURRENT SURVEY CONTROL
 NN0376  ______________________________________________________________________
 NN0376* NAD 83(1986) POSITION- 42 36 08.     (N) 099 28 50.     (W)   SCALED
 NN0376* NAVD 88 ORTHO HEIGHT -   698.595 (meters)     2291.97  (feet) ADJUSTED
 NN0376  ______________________________________________________________________
 NN0376  GEOID HEIGHT    -        -23.414 (meters)                     GEOID18
 NN0376  DYNAMIC HEIGHT  -        698.315 (meters)     2291.06  (feet) COMP
 NN0376  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 NN0376
 NN0376  VERT ORDER      -  FIRST     CLASS II
 NN0376
 NN0376.The horizontal coordinates were scaled from a map and have
 NN0376.an estimated accuracy of +/- 6 seconds.
 NN0376
 NN0376.The orthometric height was determined by differential leveling and
 NN0376.adjusted by the NATIONAL GEODETIC SURVEY
 NN0376.in June 1991.
 NN0376
 NN0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0376.GEOID18 height accuracy estimate available here.
 NN0376
 NN0376.Click photographs - Photos may exist for this station.
 NN0376
 NN0376.The dynamic height is computed by dividing the NAVD 88
 NN0376.geopotential number by the normal gravity value computed on the
 NN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0376.degrees latitude (g = 980.6199 gals.).
 NN0376
 NN0376.The modeled gravity was interpolated from observed gravity values.
 NN0376
 NN0376;                    North         East    Units  Estimated Accuracy
 NN0376;SPC NE       -   307,560.      542,620.      MT  (+/- 180 meters Scaled)
 NN0376
 NN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN605167(NAD 83)
 NN0376
 NN0376                          SUPERSEDED SURVEY CONTROL
 NN0376
 NN0376  NGVD 29 (??/??/92)  698.352  (m)         2291.18   (f) ADJ UNCH    1 2
 NN0376
 NN0376.Superseded values are not recommended for survey control.
 NN0376
 NN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0376.See file dsdata.pdf to determine how the superseded data were derived.
 NN0376
 NN0376_MARKER: DB = BENCH MARK DISK
 NN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0376_STAMPING: K 220 1946
 NN0376_MARK LOGO: CGS
 NN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0376+STABILITY: SURFACE MOTION
 NN0376
 NN0376  HISTORY     - Date     Condition        Report By
 NN0376  HISTORY     - 1946     MONUMENTED       CGS
 NN0376
 NN0376                          STATION DESCRIPTION
 NN0376
 NN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0376'3 MI E FROM BASSETT.
 NN0376'3.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0376'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0376'47 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 47 FEET WEST OF
 NN0376'THE CENTERLINE OF THE ROAD, 13.5 FEET WEST OF A FENCE CORNER,
 NN0376'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE
 NN0376'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 NN0376'DISK, STAMPED K 220 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0376'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1251 ***********************************************************************
 NM1251  DESIGNATION -  K 221
 NM1251  PID         -  NM1251
 NM1251  STATE/COUNTY-  NE/PIERCE
 NM1251  COUNTRY     -  US
 NM1251  USGS QUAD   -  FOSTER (2017)
 NM1251
 NM1251                         *CURRENT SURVEY CONTROL
 NM1251  ______________________________________________________________________
 NM1251* NAD 83(1986) POSITION- 42 16 50.     (N) 097 40 44.     (W)   SCALED
 NM1251* NAVD 88 ORTHO HEIGHT -   501.354 (meters)     1644.86  (feet) ADJUSTED
 NM1251  ______________________________________________________________________
 NM1251  GEOID HEIGHT    -        -24.957 (meters)                     GEOID18
 NM1251  DYNAMIC HEIGHT  -        501.166 (meters)     1644.24  (feet) COMP
 NM1251  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 NM1251
 NM1251  VERT ORDER      -  FIRST     CLASS II
 NM1251
 NM1251.The horizontal coordinates were scaled from a map and have
 NM1251.an estimated accuracy of +/- 6 seconds.
 NM1251
 NM1251.The orthometric height was determined by differential leveling and
 NM1251.adjusted by the NATIONAL GEODETIC SURVEY
 NM1251.in June 1991.
 NM1251
 NM1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1251.GEOID18 height accuracy estimate available here.
 NM1251
 NM1251.Click photographs - Photos may exist for this station.
 NM1251
 NM1251.The dynamic height is computed by dividing the NAVD 88
 NM1251.geopotential number by the normal gravity value computed on the
 NM1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1251.degrees latitude (g = 980.6199 gals.).
 NM1251
 NM1251.The modeled gravity was interpolated from observed gravity values.
 NM1251
 NM1251;                    North         East    Units  Estimated Accuracy
 NM1251;SPC NE       -   274,280.      691,390.      MT  (+/- 180 meters Scaled)
 NM1251
 NM1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM089817(NAD 83)
 NM1251
 NM1251                          SUPERSEDED SURVEY CONTROL
 NM1251
 NM1251  NGVD 29 (??/??/92)  501.175  (m)         1644.27   (f) ADJ UNCH    1 2
 NM1251
 NM1251.Superseded values are not recommended for survey control.
 NM1251
 NM1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1251.See file dsdata.pdf to determine how the superseded data were derived.
 NM1251
 NM1251_MARKER: DB = BENCH MARK DISK
 NM1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1251_STAMPING: K 221 1946
 NM1251_MARK LOGO: CGS
 NM1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1251+STABILITY: SURFACE MOTION
 NM1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1251+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1251
 NM1251  HISTORY     - Date     Condition        Report By
 NM1251  HISTORY     - 1946     MONUMENTED       CGS
 NM1251  HISTORY     - 1962     MARK NOT FOUND   CGS
 NM1251  HISTORY     - 19991025 GOOD             NGS
 NM1251
 NM1251                          STATION DESCRIPTION
 NM1251
 NM1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1251'1 MI NW FROM FOSTER.
 NM1251'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1251'NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, AT THE
 NM1251'INTERSECTION OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 85 FEET EAST
 NM1251'OF THE CENTERLINE OF THE ROAD, 51 FEET NORTHEAST OF THE CENTERLINE
 NM1251'OF THE HIGHWAY, 6 FEET SOUTHEAST OF C. AND N.W. RY. MILEPOST
 NM1251'24, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NM1251'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 221 1946 AND SET IN
 NM1251'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM1251
 NM1251                          STATION RECOVERY (1962)
 NM1251
 NM1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM1251'MARK NOT FOUND.
 NM1251
 NM1251                          STATION RECOVERY (1999)
 NM1251
 NM1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1251'15.4 KM (9.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1251'IN PIERCE, 25.7 M (84.3 FT) EAST OF THE CENTER OF 542 AVENUE, 14.5 M
 NM1251'(47.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW
 NM1251'THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) NORTHEAST OF A WITNESS POST
 NM1251'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM1251'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RICK OTTO, ROUTE 2, BOX
 NM1251'164, PIERCE, NE 68767.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0146 ***********************************************************************
 NN0146  DESIGNATION -  K 222
 NN0146  PID         -  NN0146
 NN0146  STATE/COUNTY-  NE/ANTELOPE
 NN0146  COUNTRY     -  US
 NN0146  USGS QUAD   -  ORCHARD (2017)
 NN0146
 NN0146                         *CURRENT SURVEY CONTROL
 NN0146  ______________________________________________________________________
 NN0146* NAD 83(1986) POSITION- 42 20 07.     (N) 098 07 38.     (W)   SCALED
 NN0146* NAVD 88 ORTHO HEIGHT -   576.596 (meters)     1891.72  (feet) ADJUSTED
 NN0146  ______________________________________________________________________
 NN0146  GEOID HEIGHT    -        -24.957 (meters)                     GEOID18
 NN0146  DYNAMIC HEIGHT  -        576.367 (meters)     1890.96  (feet) COMP
 NN0146  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 NN0146
 NN0146  VERT ORDER      -  FIRST     CLASS II
 NN0146
 NN0146.The horizontal coordinates were scaled from a map and have
 NN0146.an estimated accuracy of +/- 6 seconds.
 NN0146
 NN0146.The orthometric height was determined by differential leveling and
 NN0146.adjusted by the NATIONAL GEODETIC SURVEY
 NN0146.in June 1991.
 NN0146
 NN0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0146.GEOID18 height accuracy estimate available here.
 NN0146
 NN0146.Click photographs - Photos may exist for this station.
 NN0146
 NN0146.The dynamic height is computed by dividing the NAVD 88
 NN0146.geopotential number by the normal gravity value computed on the
 NN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0146.degrees latitude (g = 980.6199 gals.).
 NN0146
 NN0146.The modeled gravity was interpolated from observed gravity values.
 NN0146
 NN0146;                    North         East    Units  Estimated Accuracy
 NN0146;SPC NE       -   279,460.      654,300.      MT  (+/- 180 meters Scaled)
 NN0146
 NN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM719873(NAD 83)
 NN0146
 NN0146                          SUPERSEDED SURVEY CONTROL
 NN0146
 NN0146  NGVD 29 (??/??/92)  576.393  (m)         1891.05   (f) ADJ UNCH    1 2
 NN0146
 NN0146.Superseded values are not recommended for survey control.
 NN0146
 NN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0146.See file dsdata.pdf to determine how the superseded data were derived.
 NN0146
 NN0146_MARKER: DB = BENCH MARK DISK
 NN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0146_STAMPING: K 222 1946
 NN0146_MARK LOGO: CGS
 NN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0146+STABILITY: SURFACE MOTION
 NN0146
 NN0146  HISTORY     - Date     Condition        Report By
 NN0146  HISTORY     - 1946     MONUMENTED       CGS
 NN0146  HISTORY     - 20201026 MARK NOT FOUND   NEGS
 NN0146
 NN0146                          STATION DESCRIPTION
 NN0146
 NN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0146'AT ROYAL.
 NN0146'AT ROYAL, ANTELOPE COUNTY, 0.2 MILE WEST ALONG U.S. HIGHWAY 20
 NN0146'FROM THE CITY WATER TOWER, 40 FEET WEST OF A FENCE, 30 FEET SOUTH
 NN0146'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHWEST OF A ROYAL
 NN0146'POP. 193 SIGN, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0146'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 NN0146'A STANDARD DISK, STAMPED K 222 1946 AND SET IN THE TOP OF A
 NN0146'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0146
 NN0146                          STATION RECOVERY (2020)
 NN0146
 NN0146'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NN0146'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0430 ***********************************************************************
 NN0430  DESIGNATION -  K 223
 NN0430  PID         -  NN0430
 NN0430  STATE/COUNTY-  NE/KEYA PAHA
 NN0430  COUNTRY     -  US
 NN0430  USGS QUAD   -  MILLS (2017)
 NN0430
 NN0430                         *CURRENT SURVEY CONTROL
 NN0430  ______________________________________________________________________
 NN0430* NAD 83(1986) POSITION- 42 55 36.     (N) 099 24 33.     (W)   SCALED
 NN0430* NAVD 88 ORTHO HEIGHT -   609.751 (meters)     2000.49  (feet) ADJUSTED
 NN0430  ______________________________________________________________________
 NN0430  GEOID HEIGHT    -        -24.696 (meters)                     GEOID18
 NN0430  DYNAMIC HEIGHT  -        609.521 (meters)     1999.74  (feet) COMP
 NN0430  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 NN0430
 NN0430  VERT ORDER      -  FIRST     CLASS II
 NN0430
 NN0430.The horizontal coordinates were scaled from a map and have
 NN0430.an estimated accuracy of +/- 6 seconds.
 NN0430
 NN0430.The orthometric height was determined by differential leveling and
 NN0430.adjusted by the NATIONAL GEODETIC SURVEY
 NN0430.in June 1991.
 NN0430
 NN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0430.GEOID18 height accuracy estimate available here.
 NN0430
 NN0430.Click photographs - Photos may exist for this station.
 NN0430
 NN0430.The dynamic height is computed by dividing the NAVD 88
 NN0430.geopotential number by the normal gravity value computed on the
 NN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0430.degrees latitude (g = 980.6199 gals.).
 NN0430
 NN0430.The modeled gravity was interpolated from observed gravity values.
 NN0430
 NN0430;                    North         East    Units  Estimated Accuracy
 NN0430;SPC NE       -   343,640.      548,230.      MT  (+/- 180 meters Scaled)
 NN0430
 NN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN666527(NAD 83)
 NN0430
 NN0430                          SUPERSEDED SURVEY CONTROL
 NN0430
 NN0430  NGVD 29 (??/??/92)  609.463  (m)         1999.55   (f) ADJ UNCH    1 2
 NN0430
 NN0430.Superseded values are not recommended for survey control.
 NN0430
 NN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0430.See file dsdata.pdf to determine how the superseded data were derived.
 NN0430
 NN0430_MARKER: DB = BENCH MARK DISK
 NN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0430_STAMPING: K 223 1946
 NN0430_MARK LOGO: CGS
 NN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0430+STABILITY: SURFACE MOTION
 NN0430
 NN0430  HISTORY     - Date     Condition        Report By
 NN0430  HISTORY     - 1946     MONUMENTED       CGS
 NN0430
 NN0430                          STATION DESCRIPTION
 NN0430
 NN0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0430'3.9 MI W FROM BROCKSBURG.
 NN0430'ALONG A GRADED COUNTY ROAD, 3.9 MILES WEST OF BROCKSBURG SCHOOL,
 NN0430'27 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET NORTH OF A FENCE,
 NN0430'2 FEET WEST OF WITNESS POST.  A BRONZE DISK STAMPED K 223 1946
 NN0430'SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0546 ***********************************************************************
 NN0546  DESIGNATION -  K 224
 NN0546  PID         -  NN0546
 NN0546  STATE/COUNTY-  NE/KEYA PAHA
 NN0546  COUNTRY     -  US
 NN0546  USGS QUAD   -  BURTON (2017)
 NN0546
 NN0546                         *CURRENT SURVEY CONTROL
 NN0546  ______________________________________________________________________
 NN0546* NAD 83(1986) POSITION- 42 56 25.     (N) 099 30 46.     (W)   SCALED
 NN0546* NAVD 88 ORTHO HEIGHT -   619.616 (meters)     2032.86  (feet) ADJUSTED
 NN0546  ______________________________________________________________________
 NN0546  GEOID HEIGHT    -        -24.547 (meters)                     GEOID18
 NN0546  DYNAMIC HEIGHT  -        619.379 (meters)     2032.08  (feet) COMP
 NN0546  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 NN0546
 NN0546  VERT ORDER      -  FIRST     CLASS II
 NN0546
 NN0546.The horizontal coordinates were scaled from a map and have
 NN0546.an estimated accuracy of +/- 6 seconds.
 NN0546
 NN0546.The orthometric height was determined by differential leveling and
 NN0546.adjusted by the NATIONAL GEODETIC SURVEY
 NN0546.in June 1991.
 NN0546
 NN0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0546.GEOID18 height accuracy estimate available here.
 NN0546
 NN0546.Click photographs - Photos may exist for this station.
 NN0546
 NN0546.The dynamic height is computed by dividing the NAVD 88
 NN0546.geopotential number by the normal gravity value computed on the
 NN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0546.degrees latitude (g = 980.6199 gals.).
 NN0546
 NN0546.The modeled gravity was interpolated from observed gravity values.
 NN0546
 NN0546;                    North         East    Units  Estimated Accuracy
 NN0546;SPC NE       -   345,100.      539,770.      MT  (+/- 180 meters Scaled)
 NN0546
 NN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN581543(NAD 83)
 NN0546
 NN0546                          SUPERSEDED SURVEY CONTROL
 NN0546
 NN0546  NGVD 29 (??/??/92)  619.329  (m)         2031.92   (f) ADJ UNCH    1 2
 NN0546
 NN0546.Superseded values are not recommended for survey control.
 NN0546
 NN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0546.See file dsdata.pdf to determine how the superseded data were derived.
 NN0546
 NN0546_MARKER: DB = BENCH MARK DISK
 NN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0546_STAMPING: K 224 1946
 NN0546_MARK LOGO: CGS
 NN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0546+STABILITY: SURFACE MOTION
 NN0546
 NN0546  HISTORY     - Date     Condition        Report By
 NN0546  HISTORY     - 1946     MONUMENTED       CGS
 NN0546
 NN0546                          STATION DESCRIPTION
 NN0546
 NN0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0546'3.3 MI W FROM MILLS.
 NN0546'ALONG A GRADED COUNTY ROAD, 3.3 MILES WEST OF MILLS POST OFFICE,
 NN0546'NEAR A SECTION CORNER, 36 FEET SOUTH OF THE CENTER OF THE ROAD,
 NN0546'10 FEET SOUTH OF A CORNER FENCE POST, 12 FEET WEST OF THE CENTER
 NN0546'OF A PRIVATE DRIVEWAY, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF
 NN0546'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1194 ***********************************************************************
 NM1194  DESIGNATION -  K 225
 NM1194  PID         -  NM1194
 NM1194  STATE/COUNTY-  NE/WAYNE
 NM1194  COUNTRY     -  US
 NM1194  USGS QUAD   -  WAYNE (2017)
 NM1194
 NM1194                         *CURRENT SURVEY CONTROL
 NM1194  ______________________________________________________________________
 NM1194* NAD 83(1986) POSITION- 42 10 42.     (N) 097 07 05.     (W)   SCALED
 NM1194* NAVD 88 ORTHO HEIGHT -   462.209 (meters)     1516.43  (feet) ADJUSTED
 NM1194  ______________________________________________________________________
 NM1194  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 NM1194  DYNAMIC HEIGHT  -        462.039 (meters)     1515.87  (feet) COMP
 NM1194  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 NM1194
 NM1194  VERT ORDER      -  FIRST     CLASS II
 NM1194
 NM1194.The horizontal coordinates were scaled from a map and have
 NM1194.an estimated accuracy of +/- 6 seconds.
 NM1194
 NM1194.The orthometric height was determined by differential leveling and
 NM1194.adjusted by the NATIONAL GEODETIC SURVEY
 NM1194.in June 1991.
 NM1194
 NM1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1194.GEOID18 height accuracy estimate available here.
 NM1194
 NM1194.Click photographs - Photos may exist for this station.
 NM1194
 NM1194.The dynamic height is computed by dividing the NAVD 88
 NM1194.geopotential number by the normal gravity value computed on the
 NM1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1194.degrees latitude (g = 980.6199 gals.).
 NM1194
 NM1194.The modeled gravity was interpolated from observed gravity values.
 NM1194
 NM1194;                    North         East    Units  Estimated Accuracy
 NM1194;SPC NE       -   264,330.      737,990.      MT  (+/- 180 meters Scaled)
 NM1194
 NM1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM554712(NAD 83)
 NM1194
 NM1194                          SUPERSEDED SURVEY CONTROL
 NM1194
 NM1194  NGVD 29 (??/??/92)  462.019  (m)         1515.81   (f) ADJ UNCH    1 2
 NM1194
 NM1194.Superseded values are not recommended for survey control.
 NM1194
 NM1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1194.See file dsdata.pdf to determine how the superseded data were derived.
 NM1194
 NM1194_MARKER: DB = BENCH MARK DISK
 NM1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1194_STAMPING: K 225 1947
 NM1194_MARK LOGO: CGS
 NM1194_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1194+STABILITY: SURFACE MOTION
 NM1194
 NM1194  HISTORY     - Date     Condition        Report By
 NM1194  HISTORY     - 1947     MONUMENTED       CGS
 NM1194
 NM1194                          STATION DESCRIPTION
 NM1194
 NM1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1194'3.1 MI E FROM WINSIDE.
 NM1194'3.1 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1194'RAILWAY FROM THE STATION AT WINSIDE, BETWEEN THE RAILROAD AND
 NM1194'STATE HIGHWAY NO. 35, 240.0 FEET WEST OF THE WEST END OF A DOUBLE
 NM1194'CURVE IN THE HIGHWAY, 87.0 FEET EAST NORTHEAST OF THE CENTER OF THE
 NM1194'NORTH END OF A 2-FOOT IRON PIPE CULVERT UNDER THE HIGHWAY, 80.2
 NM1194'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILE POST EMR 25,
 NM1194'53.7 FEET WEST OF A TELEPHONE POLE, 41.0 FEET NORTH OF THE CENTER
 NM1194'OF THE HIGHWAY, 38.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.0
 NM1194'FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 NM1194'SAME ELEVATION AS THE TRACK AND ABOUT 2 FEET BELOW THE HIGHWAY,
 NM1194'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0507 ***********************************************************************
 NN0507  DESIGNATION -  K 226
 NN0507  PID         -  NN0507
 NN0507  STATE/COUNTY-  NE/BROWN
 NN0507  COUNTRY     -  US
 NN0507  USGS QUAD   -  AINSWORTH (2017)
 NN0507
 NN0507                         *CURRENT SURVEY CONTROL
 NN0507  ______________________________________________________________________
 NN0507* NAD 83(1986) POSITION- 42 32 59.     (N) 099 48 49.     (W)   SCALED
 NN0507* NAVD 88 ORTHO HEIGHT -   764.073 (meters)     2506.80  (feet) ADJUSTED
 NN0507  ______________________________________________________________________
 NN0507  GEOID HEIGHT    -        -22.708 (meters)                     GEOID18
 NN0507  DYNAMIC HEIGHT  -        763.752 (meters)     2505.74  (feet) COMP
 NN0507  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 NN0507
 NN0507  VERT ORDER      -  FIRST     CLASS II
 NN0507
 NN0507.The horizontal coordinates were scaled from a map and have
 NN0507.an estimated accuracy of +/- 6 seconds.
 NN0507
 NN0507.The orthometric height was determined by differential leveling and
 NN0507.adjusted by the NATIONAL GEODETIC SURVEY
 NN0507.in June 1991.
 NN0507
 NN0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0507.GEOID18 height accuracy estimate available here.
 NN0507
 NN0507.Click photographs - Photos may exist for this station.
 NN0507
 NN0507.The dynamic height is computed by dividing the NAVD 88
 NN0507.geopotential number by the normal gravity value computed on the
 NN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0507.degrees latitude (g = 980.6199 gals.).
 NN0507
 NN0507.The modeled gravity was interpolated from observed gravity values.
 NN0507
 NN0507;                    North         East    Units  Estimated Accuracy
 NN0507;SPC NE       -   301,620.      515,310.      MT  (+/- 180 meters Scaled)
 NN0507
 NN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN332111(NAD 83)
 NN0507
 NN0507                          SUPERSEDED SURVEY CONTROL
 NN0507
 NN0507  NGVD 29 (??/??/92)  763.781  (m)         2505.84   (f) ADJ UNCH    1 2
 NN0507
 NN0507.Superseded values are not recommended for survey control.
 NN0507
 NN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0507.See file dsdata.pdf to determine how the superseded data were derived.
 NN0507
 NN0507_MARKER: DB = BENCH MARK DISK
 NN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0507_STAMPING: K 226 1946
 NN0507_MARK LOGO: CGS
 NN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0507+STABILITY: SURFACE MOTION
 NN0507
 NN0507  HISTORY     - Date     Condition        Report By
 NN0507  HISTORY     - 1946     MONUMENTED       CGS
 NN0507
 NN0507                          STATION DESCRIPTION
 NN0507
 NN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0507'2.6 MI E FROM AINSWORTH.
 NN0507'2.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0507'AT AINSWORTH, BROWN COUNTY, AT THE INTERSECTION OF A
 NN0507'NORTH-AND-SOUTH DIRT ROAD, 48 FEET EAST OF THE CENTERLINE OF
 NN0507'THE DIRT ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NN0507'22 FEET SOUTHEAST OF THE SOUTH HEADWALL OF AN 18-INCH
 NN0507'CONCRETE-PIPE CULVERT, IN LINE WITH THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0507'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 NN0507'A STANDARD DISK, STAMPED K 226 1946 AND SET IN THE TOP OF A
 NN0507'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0508 ***********************************************************************
 NN0508  DESIGNATION -  K 226 RESET
 NN0508  PID         -  NN0508
 NN0508  STATE/COUNTY-  NE/BROWN
 NN0508  COUNTRY     -  US
 NN0508  USGS QUAD   -  AINSWORTH (2017)
 NN0508
 NN0508                         *CURRENT SURVEY CONTROL
 NN0508  ______________________________________________________________________
 NN0508* NAD 83(1986) POSITION- 42 32 59.     (N) 099 48 49.     (W)   SCALED
 NN0508* NAVD 88 ORTHO HEIGHT -   763.87  (meters)     2506.1   (feet) RESET
 NN0508  ______________________________________________________________________
 NN0508  GEOID HEIGHT    -        -22.708 (meters)                     GEOID18
 NN0508  VERT ORDER      -  THIRD
 NN0508
 NN0508.The horizontal coordinates were scaled from a map and have
 NN0508.an estimated accuracy of +/- 6 seconds.
 NN0508
 NN0508.The orthometric height was computed from unverified reset data.
 NN0508
 NN0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0508.GEOID18 height accuracy estimate available here.
 NN0508
 NN0508.Click photographs - Photos may exist for this station.
 NN0508
 NN0508;                    North         East    Units  Estimated Accuracy
 NN0508;SPC NE       -   301,620.      515,310.      MT  (+/- 180 meters Scaled)
 NN0508
 NN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN332111(NAD 83)
 NN0508
 NN0508                          SUPERSEDED SURVEY CONTROL
 NN0508
 NN0508.No superseded survey control is available for this station.
 NN0508
 NN0508_MARKER: DB = BENCH MARK DISK
 NN0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0508_STAMPING: K 226 RESET 1970
 NN0508_MARK LOGO: CGS
 NN0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0508+STABILITY: SURFACE MOTION
 NN0508
 NN0508  HISTORY     - Date     Condition        Report By
 NN0508  HISTORY     - 1970     MONUMENTED       LOCSUR
 NN0508
 NN0508                          STATION DESCRIPTION
 NN0508
 NN0508'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 NN0508'2.6 MI E FROM AINSWORTH.
 NN0508'2.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COURT HOUSE AT
 NN0508'AINSWORTH, AT THE INTERSECTION OF A NORTH - SOUTH DIRT ROAD,
 NN0508'59 FEET RIGHT OF THE CENTER LINE OF THE HIGHWAY, 81 FEET
 NN0508'EAST OF A NORTH-SOUTH FENCE LINE, 88.5 FEET EAST OF A POWER
 NN0508'LINE POLE, 7 FEET NORTH OF A POWER LINE, 20 FEET EAST AND
 NN0508'2 FEET NORTH OF AN UNDERGROUND CABLE MARKER 117 AND SET IN
 NN0508'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0019 ***********************************************************************
 NO0019  DESIGNATION -  K 227
 NO0019  PID         -  NO0019
 NO0019  STATE/COUNTY-  NE/CHERRY
 NO0019  COUNTRY     -  US
 NO0019  USGS QUAD   -  WOOD LAKE (2017)
 NO0019
 NO0019                         *CURRENT SURVEY CONTROL
 NO0019  ______________________________________________________________________
 NO0019* NAD 83(1986) POSITION- 42 37 38.13   (N) 100 12 22.88   (W)   HD_HELD1
 NO0019* NAVD 88 ORTHO HEIGHT -   814.053 (meters)     2670.77  (feet) ADJUSTED
 NO0019  ______________________________________________________________________
 NO0019  GEOID HEIGHT    -        -22.086 (meters)                     GEOID18
 NO0019  DYNAMIC HEIGHT  -        813.713 (meters)     2669.66  (feet) COMP
 NO0019  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 NO0019
 NO0019  VERT ORDER      -  FIRST     CLASS II
 NO0019
 NO0019.The horizontal coordinates were determined by differentially corrected
 NO0019.hand held GPS observations or other comparable positioning techniques
 NO0019.and have an estimated accuracy of +/- 3 meters.
 NO0019
 NO0019.The orthometric height was determined by differential leveling and
 NO0019.adjusted by the NATIONAL GEODETIC SURVEY
 NO0019.in June 1991.
 NO0019
 NO0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0019.GEOID18 height accuracy estimate available here.
 NO0019
 NO0019.Click photographs - Photos may exist for this station.
 NO0019
 NO0019.The dynamic height is computed by dividing the NAVD 88
 NO0019.geopotential number by the normal gravity value computed on the
 NO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0019.degrees latitude (g = 980.6199 gals.).
 NO0019
 NO0019.The modeled gravity was interpolated from observed gravity values.
 NO0019
 NO0019;                    North         East    Units  Estimated Accuracy
 NO0019;SPC NE       -   310,237.1     483,074.8     MT  (+/- 3 meters HH1 GPS) 
 NO0019
 NO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0107920129(NAD 83)
 NO0019
 NO0019                          SUPERSEDED SURVEY CONTROL
 NO0019
 NO0019  NGVD 29 (??/??/92)  813.762  (m)         2669.82   (f) ADJ UNCH    1 2
 NO0019
 NO0019.Superseded values are not recommended for survey control.
 NO0019
 NO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0019.See file dsdata.pdf to determine how the superseded data were derived.
 NO0019
 NO0019_MARKER: DB = BENCH MARK DISK
 NO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0019_STAMPING: K 227 1946
 NO0019_MARK LOGO: CGS
 NO0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0019+STABILITY: SURFACE MOTION
 NO0019
 NO0019  HISTORY     - Date     Condition        Report By
 NO0019  HISTORY     - 1946     MONUMENTED       CGS
 NO0019  HISTORY     - 1975     GOOD             NGS
 NO0019  HISTORY     - 19950406 GOOD             NGS
 NO0019
 NO0019                          STATION DESCRIPTION
 NO0019
 NO0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0019'0.3 MI S FROM WOOD LAKE.
 NO0019'0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 NO0019'WOOD LAKE, CHERRY COUNTY, THENCE 0.7 MILE EAST ALONG U.S.
 NO0019'HIGHWAY 20, 90 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0019'43 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NO0019'WESTERN RAILWAY TRACK, 6 FEET NORTHWEST OF RAILWAY MILEPOST 242,
 NO0019'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NO0019'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 227 1946 AND SET
 NO0019'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0019
 NO0019                          STATION RECOVERY (1975)
 NO0019
 NO0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0019'RECOVERED IN GOOD CONDITION.
 NO0019
 NO0019                          STATION RECOVERY (1995)
 NO0019
 NO0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0028 ***********************************************************************
 NO0028  DESIGNATION -  K 228
 NO0028  PID         -  NO0028
 NO0028  STATE/COUNTY-  NE/CHERRY
 NO0028  COUNTRY     -  US
 NO0028  USGS QUAD   -  ARABIA (2017)
 NO0028
 NO0028                         *CURRENT SURVEY CONTROL
 NO0028  ______________________________________________________________________
 NO0028* NAD 83(1986) POSITION- 42 41 27.58   (N) 100 20 00.04   (W)   HD_HELD1
 NO0028* NAVD 88 ORTHO HEIGHT -   827.846 (meters)     2716.02  (feet) ADJUSTED
 NO0028  ______________________________________________________________________
 NO0028  GEOID HEIGHT    -        -21.940 (meters)                     GEOID18
 NO0028  DYNAMIC HEIGHT  -        827.505 (meters)     2714.91  (feet) COMP
 NO0028  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 NO0028
 NO0028  VERT ORDER      -  FIRST     CLASS II
 NO0028
 NO0028.The horizontal coordinates were determined by differentially corrected
 NO0028.hand held GPS observations or other comparable positioning techniques
 NO0028.and have an estimated accuracy of +/- 3 meters.
 NO0028
 NO0028.The orthometric height was determined by differential leveling and
 NO0028.adjusted by the NATIONAL GEODETIC SURVEY
 NO0028.in June 1991.
 NO0028
 NO0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0028.GEOID18 height accuracy estimate available here.
 NO0028
 NO0028.Click photographs - Photos may exist for this station.
 NO0028
 NO0028.The dynamic height is computed by dividing the NAVD 88
 NO0028.geopotential number by the normal gravity value computed on the
 NO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0028.degrees latitude (g = 980.6199 gals.).
 NO0028
 NO0028.The modeled gravity was interpolated from observed gravity values.
 NO0028
 NO0028;                    North         East    Units  Estimated Accuracy
 NO0028;SPC NE       -   317,348.8     472,686.5     MT  (+/- 3 meters HH1 GPS) 
 NO0028
 NO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9077727362(NAD 83)
 NO0028
 NO0028                          SUPERSEDED SURVEY CONTROL
 NO0028
 NO0028  NGVD 29 (??/??/92)  827.560  (m)         2715.09   (f) ADJ UNCH    1 2
 NO0028
 NO0028.Superseded values are not recommended for survey control.
 NO0028
 NO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0028.See file dsdata.pdf to determine how the superseded data were derived.
 NO0028
 NO0028_MARKER: DB = BENCH MARK DISK
 NO0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0028_STAMPING: K 228 1946
 NO0028_MARK LOGO: CGS
 NO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0028+STABILITY: SURFACE MOTION
 NO0028
 NO0028  HISTORY     - Date     Condition        Report By
 NO0028  HISTORY     - 1946     MONUMENTED       CGS
 NO0028  HISTORY     - 1975     GOOD             NGS
 NO0028
 NO0028                          STATION DESCRIPTION
 NO0028
 NO0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0028'0.5 MI W FROM WOOD LAKE.
 NO0028'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NO0028'WOOD LAKE, CHERRY COUNTY, THENCE 5.8 MILES NORTHWEST ALONG
 NO0028'U.S. HIGHWAY 20, 83 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0028'HIGHWAY, 51 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO
 NO0028'AND NORTH WESTERN RAILWAY TRACK, 6 FEET NORTHWEST OF C. AND N.W.
 NO0028'RY. MILEPOST 250, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NO0028'STAMPED K 228 194 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0028'5 INCHES ABOVE GROUND.
 NO0028
 NO0028                          STATION RECOVERY (1975)
 NO0028
 NO0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0054 ***********************************************************************
 NO0054  DESIGNATION -  K 229
 NO0054  PID         -  NO0054
 NO0054  STATE/COUNTY-  NE/KEYA PAHA
 NO0054  COUNTRY     -  US
 NO0054  USGS QUAD   -  NORDEN NW (2017)
 NO0054
 NO0054                         *CURRENT SURVEY CONTROL
 NO0054  ______________________________________________________________________
 NO0054* NAD 83(1986) POSITION- 42 52 30.05   (N) 100 08 06.28   (W)   HD_HELD1
 NO0054* NAVD 88 ORTHO HEIGHT -   769.104 (meters)     2523.30  (feet) ADJUSTED
 NO0054  ______________________________________________________________________
 NO0054  GEOID HEIGHT    -        -22.887 (meters)                     GEOID18
 NO0054  DYNAMIC HEIGHT  -        768.797 (meters)     2522.29  (feet) COMP
 NO0054  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 NO0054
 NO0054  VERT ORDER      -  SECOND    CLASS 0
 NO0054
 NO0054.The horizontal coordinates were determined by differentially corrected
 NO0054.hand held GPS observations or other comparable positioning techniques
 NO0054.and have an estimated accuracy of +/- 3 meters.
 NO0054
 NO0054.The orthometric height was determined by differential leveling and
 NO0054.adjusted by the NATIONAL GEODETIC SURVEY
 NO0054.in June 1991.
 NO0054
 NO0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0054.GEOID18 height accuracy estimate available here.
 NO0054
 NO0054.Click photographs - Photos may exist for this station.
 NO0054
 NO0054.The dynamic height is computed by dividing the NAVD 88
 NO0054.geopotential number by the normal gravity value computed on the
 NO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0054.degrees latitude (g = 980.6199 gals.).
 NO0054
 NO0054.The modeled gravity was interpolated from observed gravity values.
 NO0054
 NO0054;                    North         East    Units  Estimated Accuracy
 NO0054;SPC NE       -   337,745.4     488,963.9     MT  (+/- 3 meters HH1 GPS) 
 NO0054
 NO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0729347560(NAD 83)
 NO0054
 NO0054                          SUPERSEDED SURVEY CONTROL
 NO0054
 NO0054  NGVD 29 (??/??/92)  768.787  (m)         2522.26   (f) ADJ UNCH    2 0
 NO0054
 NO0054.Superseded values are not recommended for survey control.
 NO0054
 NO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0054.See file dsdata.pdf to determine how the superseded data were derived.
 NO0054
 NO0054_MARKER: DB = BENCH MARK DISK
 NO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0054_STAMPING: K 229 1946
 NO0054_MARK LOGO: CGS
 NO0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0054+STABILITY: SURFACE MOTION
 NO0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0054+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2014
 NO0054
 NO0054  HISTORY     - Date     Condition        Report By
 NO0054  HISTORY     - 1946     MONUMENTED       CGS
 NO0054  HISTORY     - 19950406 GOOD             NGS
 NO0054  HISTORY     - 20140306 GOOD             JEOCON
 NO0054
 NO0054                          STATION DESCRIPTION
 NO0054
 NO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0054'3.4 MI W FROM NORDEN.
 NO0054'ABOUT 3.4 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0054'CONOCO SERVICE STATION AT NORDEN, AND AT THE JUNCTION WITH A
 NO0054'FARM ROAD LEADING SOUTH, ABOUT 0.1 MILE NORTH OF A GROUP OF
 NO0054'FARM BUILDINGS, 37 FEET WEST OF THE CENTER LINE OF THE FARM
 NO0054'ROAD, 35 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NO0054'THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST
 NO0054'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED K 229 1946
 NO0054'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 NO0054'ABOVE THE GROUND.  STAMPED K 229 1946.
 NO0054
 NO0054                          STATION RECOVERY (1995)
 NO0054
 NO0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0054'RECOVERED AS DESCRIBED.
 NO0054
 NO0054                          STATION RECOVERY (2014)
 NO0054
 NO0054'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2014 (BJF)
 NO0054'FROM THE INTERSECTION OF STATE HIGHWAY 12 AND NORDEN ROAD IN NORDEN,
 NO0054'FOLLOW STATE HIGHWAY 12 WEST AND NORTHWEST FOR 3.7 MILES TO THE
 NO0054'INTERSECTION WITH 417TH AVE. TURN LEFT AND GO SOUTH 0.65 MILES TO A
 NO0054'CURVE LEFT, FOLLOW CURVE LEFT FOR 0.15 MILES, THEN GO EAST FOR 0.15
 NO0054'MILES TO THE MARK ON THE RIGHT (SOUTH).
 NO0054'MARK IS IN A LIVESTOCK LOADOUT CORRAL, 45 FEET WEST OF THE CENTERLINE
 NO0054'OF A FARM ROAD SOUTH, 10 FEET WEST OF THE EAST, NORTH-SOUTH CORRAL
 NO0054'FENCE AND 2 FEET NORTH OF THE SOUTH, EAST-WEST CORRAL FENCE AND
 NO0054'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  NOTE- SATELLITE VISIBILITY
 NO0054'BLOCKED BY WOODEN PLANKS OF CORRAL FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0129 ***********************************************************************
 MM0129  DESIGNATION -  K 23 RESET
 MM0129  PID         -  MM0129
 MM0129  STATE/COUNTY-  NE/LINCOLN
 MM0129  COUNTRY     -  US
 MM0129  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0129
 MM0129                         *CURRENT SURVEY CONTROL
 MM0129  ______________________________________________________________________
 MM0129* NAD 83(1986) POSITION- 41 08 52.     (N) 100 45 38.     (W)   SCALED
 MM0129* NAVD 88 ORTHO HEIGHT -   854.488 (meters)     2803.43  (feet) ADJUSTED
 MM0129  ______________________________________________________________________
 MM0129  GEOID HEIGHT    -        -22.158 (meters)                     GEOID18
 MM0129  DYNAMIC HEIGHT  -        853.993 (meters)     2801.81  (feet) COMP
 MM0129  MODELED GRAVITY -    980,015.6   (mgal)                       NAVD 88
 MM0129
 MM0129  VERT ORDER      -  FIRST     CLASS II
 MM0129
 MM0129.The horizontal coordinates were scaled from a map and have
 MM0129.an estimated accuracy of +/- 6 seconds.
 MM0129
 MM0129.The orthometric height was determined by differential leveling and
 MM0129.adjusted by the NATIONAL GEODETIC SURVEY
 MM0129.in June 1994.
 MM0129
 MM0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0129.GEOID18 height accuracy estimate available here.
 MM0129
 MM0129.Click photographs - Photos may exist for this station.
 MM0129
 MM0129.The dynamic height is computed by dividing the NAVD 88
 MM0129.geopotential number by the normal gravity value computed on the
 MM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0129.degrees latitude (g = 980.6199 gals.).
 MM0129
 MM0129.The modeled gravity was interpolated from observed gravity values.
 MM0129
 MM0129;                    North         East    Units  Estimated Accuracy
 MM0129;SPC NE       -   146,220.      436,180.      MT  (+/- 180 meters Scaled)
 MM0129
 MM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL522566(NAD 83)
 MM0129
 MM0129                          SUPERSEDED SURVEY CONTROL
 MM0129
 MM0129  NAVD 88 (06/15/91)  854.497  (m)         2803.46   (f) SUPERSEDED  1 2
 MM0129  NGVD 29 (02/14/92)  854.140  (m)         2802.29   (f) ADJUSTED    1 2
 MM0129
 MM0129.Superseded values are not recommended for survey control.
 MM0129
 MM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0129.See file dsdata.pdf to determine how the superseded data were derived.
 MM0129
 MM0129_MARKER: DB = BENCH MARK DISK
 MM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0129_STAMPING: K 23 RESET 1969
 MM0129_MARK LOGO: CGS
 MM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0129+STABILITY: SURFACE MOTION
 MM0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0129+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0129
 MM0129  HISTORY     - Date     Condition        Report By
 MM0129  HISTORY     - 1969     MONUMENTED       NEDR
 MM0129  HISTORY     - 1986     GOOD             NGS
 MM0129  HISTORY     - 19910821 GOOD             NGS
 MM0129
 MM0129                          STATION DESCRIPTION
 MM0129
 MM0129'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 MM0129'AT NORTH PLATTE.
 MM0129'AT THE NORTH EDGE OF NORTH PLATTE, ON THE 1969 ROUTE OF U.S.
 MM0129'HIGHWAY 83, 0.5 MILE SOUTH OF THE BRIDGE OVER THE NORTH PLATTE
 MM0129'RIVER, IN THE WEST YARD OF THE STATE HIGHWAY DEPARTMENT OFFICE
 MM0129'BUILDING, LOCATED IMMEDIATELY SOUTH OF CODY PARK, 10 FEET WEST
 MM0129'OF THE NORTHWEST CORNER AND IN LINE WITH THE NORTH WALL OF THE
 MM0129'HIGHWAY OFFICE BUILDING, 36 FEET EAST OF A FIRE HYDRANT, 62 FEET
 MM0129'EAST OF THE CENTER LINE OF THE 1969 HIGHWAY AND SET IN THE TOP
 MM0129'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 MM0129
 MM0129                          STATION RECOVERY (1986)
 MM0129
 MM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0129'RECOVERED IN GOOD CONDITION.
 MM0129
 MM0129                          STATION RECOVERY (1991)
 MM0129
 MM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0129'IN NORTH PLATTE, AT 1321 NORTH JEFFERS STREET (U.S. HIGHWAY 83),
 MM0129'18.9 M (62.0 FT) EAST OF THE STREET CENTERLINE, 5.8 M (19.0 FT) SOUTH
 MM0129'OF THE CENTER OF THE MOST NORTHERLY OF 2 DRIVEWAYS, 3.1 M (10.2 FT)
 MM0129'WEST OF THE NORTHWEST CORNER OF THE NEBRASKA DEPARTMENT OF ROADS
 MM0129'DISTRICT SIX HEADQUARTERS AT 1321 NORTH JEFFERS STREET, AND THE
 MM0129'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0340 ***********************************************************************
 MK0340  DESIGNATION -  K 230
 MK0340  PID         -  MK0340
 MK0340  STATE/COUNTY-  NE/BURT
 MK0340  COUNTRY     -  US
 MK0340  USGS QUAD   -  TEKAMAH (2017)
 MK0340
 MK0340                         *CURRENT SURVEY CONTROL
 MK0340  ______________________________________________________________________
 MK0340* NAD 83(1986) POSITION- 41 46 43.7    (N) 096 13 16.9    (W)   HD_HELD2
 MK0340* NAVD 88 ORTHO HEIGHT -   322.639 (meters)     1058.52  (feet) ADJUSTED
 MK0340  ______________________________________________________________________
 MK0340  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 MK0340  DYNAMIC HEIGHT  -        322.513 (meters)     1058.11  (feet) COMP
 MK0340  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 MK0340
 MK0340  VERT ORDER      -  SECOND    CLASS 0
 MK0340
 MK0340.The horizontal coordinates were established by autonomous hand held GPS
 MK0340.observations and have an estimated accuracy of +/- 10 meters.
 MK0340
 MK0340.The orthometric height was determined by differential leveling and
 MK0340.adjusted by the NATIONAL GEODETIC SURVEY
 MK0340.in June 1991.
 MK0340
 MK0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0340.GEOID18 height accuracy estimate available here.
 MK0340
 MK0340.Click photographs - Photos may exist for this station.
 MK0340
 MK0340.The dynamic height is computed by dividing the NAVD 88
 MK0340.geopotential number by the normal gravity value computed on the
 MK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0340.degrees latitude (g = 980.6199 gals.).
 MK0340
 MK0340.The modeled gravity was interpolated from observed gravity values.
 MK0340
 MK0340;                    North         East    Units  Estimated Accuracy
 MK0340;SPC NE       -   222,859.      813,941.      MT  (+/- 10 meters HH2 GPS)
 MK0340
 MK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3092528950(NAD 83)
 MK0340
 MK0340                          SUPERSEDED SURVEY CONTROL
 MK0340
 MK0340  NGVD 29 (??/??/92)  322.502  (m)         1058.08   (f) ADJ UNCH    2 0
 MK0340
 MK0340.Superseded values are not recommended for survey control.
 MK0340
 MK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0340.See file dsdata.pdf to determine how the superseded data were derived.
 MK0340
 MK0340_MARKER: DB = BENCH MARK DISK
 MK0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0340_SP_SET: WATER TABLE
 MK0340_STAMPING: K 230 1947
 MK0340_MARK LOGO: CGS
 MK0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0340+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2017
 MK0340
 MK0340  HISTORY     - Date     Condition        Report By
 MK0340  HISTORY     - 1947     MONUMENTED       CGS
 MK0340  HISTORY     - 20170706 GOOD             GEOCAC
 MK0340
 MK0340                          STATION DESCRIPTION
 MK0340
 MK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0340'AT TEKAMAH.
 MK0340'AT TEKAMAH, AT THE EAST (THIRTEENTH STREET) ENTRANCE TO THE
 MK0340'TEKAMAH SCHOOLS BUILDING, DIRECTLY ACROSS THE STREET FROM THE
 MK0340'COURT HOUSE, 8.3 FEET NORTH OF THE CENTER OF THE ENTRANCE
 MK0340'DOOR, 4.3 FEET ABOVE THE TOP OF THE CONCRETE WALK, SET IN THE
 MK0340'CENTER OF THE EAST FACE OF THE WATER TABLE SECTION OF A SQUARE
 MK0340'STONE COLUMN AT THE NORTH SIDE OF THE ENTRANCE DOOR.
 MK0340
 MK0340                          STATION RECOVERY (2017)
 MK0340
 MK0340'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MK0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0313 ***********************************************************************
 MK0313  DESIGNATION -  K 231
 MK0313  PID         -  MK0313
 MK0313  STATE/COUNTY-  NE/BURT
 MK0313  COUNTRY     -  US
 MK0313  USGS QUAD   -  CRAIG (2017)
 MK0313
 MK0313                         *CURRENT SURVEY CONTROL
 MK0313  ______________________________________________________________________
 MK0313* NAD 83(1986) POSITION- 41 49 43.     (N) 096 20 50.     (W)   SCALED
 MK0313* NAVD 88 ORTHO HEIGHT -   398.972 (meters)     1308.96  (feet) ADJUSTED
 MK0313  ______________________________________________________________________
 MK0313  GEOID HEIGHT    -        -26.447 (meters)                     GEOID18
 MK0313  DYNAMIC HEIGHT  -        398.823 (meters)     1308.47  (feet) COMP
 MK0313  MODELED GRAVITY -    980,237.8   (mgal)                       NAVD 88
 MK0313
 MK0313  VERT ORDER      -  SECOND    CLASS 0
 MK0313
 MK0313.The horizontal coordinates were scaled from a map and have
 MK0313.an estimated accuracy of +/- 6 seconds.
 MK0313
 MK0313.The orthometric height was determined by differential leveling and
 MK0313.adjusted by the NATIONAL GEODETIC SURVEY
 MK0313.in June 1991.
 MK0313
 MK0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0313.GEOID18 height accuracy estimate available here.
 MK0313
 MK0313.Click photographs - Photos may exist for this station.
 MK0313
 MK0313.The dynamic height is computed by dividing the NAVD 88
 MK0313.geopotential number by the normal gravity value computed on the
 MK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0313.degrees latitude (g = 980.6199 gals.).
 MK0313
 MK0313.The modeled gravity was interpolated from observed gravity values.
 MK0313
 MK0313;                    North         East    Units  Estimated Accuracy
 MK0313;SPC NE       -   227,940.      803,260.      MT  (+/- 180 meters Scaled)
 MK0313
 MK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM202341(NAD 83)
 MK0313
 MK0313                          SUPERSEDED SURVEY CONTROL
 MK0313
 MK0313  NGVD 29 (??/??/92)  398.831  (m)         1308.50   (f) ADJ UNCH    2 0
 MK0313
 MK0313.Superseded values are not recommended for survey control.
 MK0313
 MK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0313.See file dsdata.pdf to determine how the superseded data were derived.
 MK0313
 MK0313_MARKER: DB = BENCH MARK DISK
 MK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0313_STAMPING: K 231 1947
 MK0313_MARK LOGO: CGS
 MK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0313+STABILITY: SURFACE MOTION
 MK0313
 MK0313  HISTORY     - Date     Condition        Report By
 MK0313  HISTORY     - 1947     MONUMENTED       CGS
 MK0313  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0313
 MK0313                          STATION DESCRIPTION
 MK0313
 MK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0313'3.7 MI N FROM CRAIG.
 MK0313'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0313'AT CRAIG, THENCE 3.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0313'NORTHEAST ANGLE OF A CROSS ROAD, DIRECTLY ACROSS THE NORTH-SOUTH
 MK0313'ROAD FROM THE R E A POWER LINE POLE NO. C17, 39.0 FEET EAST
 MK0313'OF THE CENTER OF THE NORTH-SOUTH ROAD, 32.0 FEET NORTH OF THE
 MK0313'CENTER OF THE EAST-WEST ROAD, 8.5 FEET EAST OF A FENCE CORNER
 MK0313'POST, 2.5 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2.0
 MK0313'FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0313'2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.  NOTE-- 1957
 MK0313'REPORT-- THIS MARK IS 2.0 MILES NORTH OF NEW U.S. HIGHWAY 73W.
 MK0313
 MK0313                          STATION RECOVERY (1965)
 MK0313
 MK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0881 ***********************************************************************
 MJ0881  DESIGNATION -  K 232
 MJ0881  PID         -  MJ0881
 MJ0881  STATE/COUNTY-  NE/SARPY
 MJ0881  COUNTRY     -  US
 MJ0881  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0881
 MJ0881                         *CURRENT SURVEY CONTROL
 MJ0881  ______________________________________________________________________
 MJ0881* NAD 83(1986) POSITION- 41 11 26.     (N) 095 55 59.     (W)   SCALED
 MJ0881* NAVD 88 ORTHO HEIGHT -   339.011 (meters)     1112.24  (feet) ADJUSTED
 MJ0881  ______________________________________________________________________
 MJ0881  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 MJ0881  DYNAMIC HEIGHT  -        338.872 (meters)     1111.78  (feet) COMP
 MJ0881  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 MJ0881
 MJ0881  VERT ORDER      -  SECOND    CLASS 0
 MJ0881
 MJ0881.The horizontal coordinates were scaled from a map and have
 MJ0881.an estimated accuracy of +/- 6 seconds.
 MJ0881
 MJ0881.The orthometric height was determined by differential leveling and
 MJ0881.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0881.in June 1991.
 MJ0881
 MJ0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0881.GEOID18 height accuracy estimate available here.
 MJ0881
 MJ0881.Click photographs - Photos may exist for this station.
 MJ0881
 MJ0881.The dynamic height is computed by dividing the NAVD 88
 MJ0881.geopotential number by the normal gravity value computed on the
 MJ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0881.degrees latitude (g = 980.6199 gals.).
 MJ0881
 MJ0881.The modeled gravity was interpolated from observed gravity values.
 MJ0881
 MJ0881;                    North         East    Units  Estimated Accuracy
 MJ0881;SPC NE       -   158,710.      840,950.      MT  (+/- 180 meters Scaled)
 MJ0881
 MJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540640(NAD 83)
 MJ0881
 MJ0881                          SUPERSEDED SURVEY CONTROL
 MJ0881
 MJ0881  NGVD 29 (??/??/92)  338.895  (m)         1111.86   (f) ADJ UNCH    2 0
 MJ0881
 MJ0881.Superseded values are not recommended for survey control.
 MJ0881
 MJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0881.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0881
 MJ0881_MARKER: DB = BENCH MARK DISK
 MJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0881_STAMPING: K 232 1947
 MJ0881_MARK LOGO: CGS
 MJ0881_PROJECTION: FLUSH
 MJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0881+STABILITY: SURFACE MOTION
 MJ0881
 MJ0881  HISTORY     - Date     Condition        Report By
 MJ0881  HISTORY     - 1947     MONUMENTED       CGS
 MJ0881  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0881
 MJ0881                          STATION DESCRIPTION
 MJ0881
 MJ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0881'AT OMAHA.
 MJ0881'IN THE SOUTHEAST PART OF OMAHA, AT THE JUNCTION OF STATE HIGHWAY
 MJ0881'31 (BELLEVUE BOULEVARD) AND U.S. HIGHWAYS 73-75 (13TH STREET),
 MJ0881'69.0 FEET NORTHWEST OF A GASOLINE SERVICE STATION OWNED BY
 MJ0881'ERNIE HOFFMAN, 27.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE
 MJ0881'OF STATE HIGHWAY 31, 10.0 FEET EAST OF THE EAST CURB OF U.S.
 MJ0881'HIGHWAYS 73-75, 4.0 FEET NORTH OF A POWER POLE, SET IN THE TOP
 MJ0881'OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0881'NOTE-- DRIVE TO GASOLINE STATION HAS BEEN WIDENED.
 MJ0881
 MJ0881                          STATION RECOVERY (1955)
 MJ0881
 MJ0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0881'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0530 ***********************************************************************
 MK0530  DESIGNATION -  K 233
 MK0530  PID         -  MK0530
 MK0530  STATE/COUNTY-  NE/WASHINGTON
 MK0530  COUNTRY     -  US
 MK0530  USGS QUAD   -  FORT CALHOUN (2017)
 MK0530
 MK0530                         *CURRENT SURVEY CONTROL
 MK0530  ______________________________________________________________________
 MK0530* NAD 83(1986) POSITION- 41 25 41.     (N) 096 02 07.     (W)   SCALED
 MK0530* NAVD 88 ORTHO HEIGHT -   403.349 (meters)     1323.32  (feet) ADJUSTED
 MK0530  ______________________________________________________________________
 MK0530  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 MK0530  DYNAMIC HEIGHT  -        403.154 (meters)     1322.68  (feet) COMP
 MK0530  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 MK0530
 MK0530  VERT ORDER      -  SECOND    CLASS 0
 MK0530
 MK0530.The horizontal coordinates were scaled from a map and have
 MK0530.an estimated accuracy of +/- 6 seconds.
 MK0530
 MK0530.The orthometric height was determined by differential leveling and
 MK0530.adjusted by the NATIONAL GEODETIC SURVEY
 MK0530.in June 1991.
 MK0530
 MK0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0530.GEOID18 height accuracy estimate available here.
 MK0530
 MK0530.Click photographs - Photos may exist for this station.
 MK0530
 MK0530.The dynamic height is computed by dividing the NAVD 88
 MK0530.geopotential number by the normal gravity value computed on the
 MK0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0530.degrees latitude (g = 980.6199 gals.).
 MK0530
 MK0530.The modeled gravity was interpolated from observed gravity values.
 MK0530
 MK0530;                    North         East    Units  Estimated Accuracy
 MK0530;SPC NE       -   184,650.      831,180.      MT  (+/- 180 meters Scaled)
 MK0530
 MK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL477905(NAD 83)
 MK0530
 MK0530                          SUPERSEDED SURVEY CONTROL
 MK0530
 MK0530  NGVD 29 (??/??/92)  403.202  (m)         1322.84   (f) ADJ UNCH    2 0
 MK0530
 MK0530.Superseded values are not recommended for survey control.
 MK0530
 MK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0530.See file dsdata.pdf to determine how the superseded data were derived.
 MK0530
 MK0530_MARKER: DB = BENCH MARK DISK
 MK0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0530_STAMPING: K 233 1947
 MK0530_MARK LOGO: CGS
 MK0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0530+STABILITY: SURFACE MOTION
 MK0530
 MK0530  HISTORY     - Date     Condition        Report By
 MK0530  HISTORY     - 1947     MONUMENTED       CGS
 MK0530  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0530
 MK0530                          STATION DESCRIPTION
 MK0530
 MK0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0530'2.1 MI S FROM FORT CALHOUN.
 MK0530'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0530'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0530'THENCE 1.2 MILES SOUTH ALONG A GRAVELED ROAD, 115 YARDS SOUTHEAST
 MK0530'OF A FARMHOUSE, 64 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 MK0530'A WINDMILL STAND, 29 FEET EAST OF AND 3 FEET HIGHER THAN THE
 MK0530'CENTER LINE OF THE ROAD, 21 FEET SOUTH OF A POWER POLE, 2 FEET
 MK0530'NORTH OF A 4 X 4 MARKER POST, 1 FOOT WEST OF A FENCE, IN LINE
 MK0530'WITH THE CENTER LINE OF A ROAD LEADING TO A FARMHOUSE, IN LINE
 MK0530'WITH A ROW OF POWER POLES, SET IN THE TOP OF A CONCRETE POST
 MK0530'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 MK0530
 MK0530                          STATION RECOVERY (1966)
 MK0530
 MK0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0447 ***********************************************************************
 MK0447  DESIGNATION -  K 234
 MK0447  PID         -  MK0447
 MK0447  STATE/COUNTY-  NE/WASHINGTON
 MK0447  COUNTRY     -  US
 MK0447  USGS QUAD   -  MODALE (2018)
 MK0447
 MK0447                         *CURRENT SURVEY CONTROL
 MK0447  ______________________________________________________________________
 MK0447* NAD 83(1986) POSITION- 41 30 27.     (N) 096 04 04.     (W)   SCALED
 MK0447* NAVD 88 ORTHO HEIGHT -   310.312 (meters)     1018.08  (feet) ADJUSTED
 MK0447  ______________________________________________________________________
 MK0447  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 MK0447  DYNAMIC HEIGHT  -        310.166 (meters)     1017.60  (feet) COMP
 MK0447  MODELED GRAVITY -    980,143.6   (mgal)                       NAVD 88
 MK0447
 MK0447  VERT ORDER      -  SECOND    CLASS 0
 MK0447
 MK0447.The horizontal coordinates were scaled from a map and have
 MK0447.an estimated accuracy of +/- 6 seconds.
 MK0447
 MK0447.The orthometric height was determined by differential leveling and
 MK0447.adjusted by the NATIONAL GEODETIC SURVEY
 MK0447.in June 1991.
 MK0447
 MK0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0447.GEOID18 height accuracy estimate available here.
 MK0447
 MK0447.Click photographs - Photos may exist for this station.
 MK0447
 MK0447.The dynamic height is computed by dividing the NAVD 88
 MK0447.geopotential number by the normal gravity value computed on the
 MK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0447.degrees latitude (g = 980.6199 gals.).
 MK0447
 MK0447.The modeled gravity was interpolated from observed gravity values.
 MK0447
 MK0447;                    North         East    Units  Estimated Accuracy
 MK0447;SPC NE       -   193,340.      828,060.      MT  (+/- 180 meters Scaled)
 MK0447
 MK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL447992(NAD 83)
 MK0447
 MK0447                          SUPERSEDED SURVEY CONTROL
 MK0447
 MK0447  NGVD 29 (??/??/92)  310.169  (m)         1017.61   (f) ADJ UNCH    2 0
 MK0447
 MK0447.Superseded values are not recommended for survey control.
 MK0447
 MK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0447.See file dsdata.pdf to determine how the superseded data were derived.
 MK0447
 MK0447_MARKER: DB = BENCH MARK DISK
 MK0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0447_STAMPING: K 234 1947
 MK0447_MARK LOGO: CGS
 MK0447_PROJECTION: RECESSED 15 CENTIMETERS
 MK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0447+STABILITY: SURFACE MOTION
 MK0447
 MK0447  HISTORY     - Date     Condition        Report By
 MK0447  HISTORY     - 1947     MONUMENTED       CGS
 MK0447  HISTORY     - 1966     GOOD             USGS
 MK0447
 MK0447                          STATION DESCRIPTION
 MK0447
 MK0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0447'4.8 MI SE FROM BLAIR.
 MK0447'0.2 MILE EAST ALONG COLFAX STREET FROM THE COUNTY COURT HOUSE AT
 MK0447'BLAIR, THENCE 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, AT THE
 MK0447'BOTTOM OF A LONG HILL, AT A CURVE IN THE HIGHWAY, ABOUT 67 YARDS
 MK0447'EAST OF A CROSSROAD, 49 FEET SOUTH OF AND 5 FEET LOWER THAN THE
 MK0447'CENTER LINE OF THE HIGHWAY, 24 FEET NORTHWEST OF A FENCE CORNER, 8
 MK0447'FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 2 FEET NORTHWEST
 MK0447'OF A 4 X 4 MARKER POST, 1 FOOT NORTH OF A FENCE, SET IN THE TOP
 MK0447'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 MK0447'NOTE-- 15 FT NW OF THE FENCE CORNER, 6 INCHES BELOW GROUND SURFACE.
 MK0447
 MK0447                          STATION RECOVERY (1966)
 MK0447
 MK0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0651 ***********************************************************************
 NM0651  DESIGNATION -  K 235
 NM0651  PID         -  NM0651
 NM0651  STATE/COUNTY-  NE/DAKOTA
 NM0651  COUNTRY     -  US
 NM0651  USGS QUAD   -  JACKSON (2017)
 NM0651
 NM0651                         *CURRENT SURVEY CONTROL
 NM0651  ______________________________________________________________________
 NM0651* NAD 83(1986) POSITION- 42 23 08.     (N) 096 35 32.     (W)   SCALED
 NM0651* NAVD 88 ORTHO HEIGHT -   357.523 (meters)     1172.97  (feet) ADJUSTED
 NM0651  ______________________________________________________________________
 NM0651  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 NM0651  DYNAMIC HEIGHT  -        357.405 (meters)     1172.59  (feet) COMP
 NM0651  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 NM0651
 NM0651  VERT ORDER      -  FIRST     CLASS II
 NM0651
 NM0651.The horizontal coordinates were scaled from a map and have
 NM0651.an estimated accuracy of +/- 6 seconds.
 NM0651
 NM0651.The orthometric height was determined by differential leveling and
 NM0651.adjusted by the NATIONAL GEODETIC SURVEY
 NM0651.in June 1991.
 NM0651
 NM0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0651.GEOID18 height accuracy estimate available here.
 NM0651
 NM0651.Click photographs - Photos may exist for this station.
 NM0651
 NM0651.The dynamic height is computed by dividing the NAVD 88
 NM0651.geopotential number by the normal gravity value computed on the
 NM0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0651.degrees latitude (g = 980.6199 gals.).
 NM0651
 NM0651.The modeled gravity was interpolated from observed gravity values.
 NM0651
 NM0651;                    North         East    Units  Estimated Accuracy
 NM0651;SPC NE       -   288,900.      780,490.      MT  (+/- 180 meters Scaled)
 NM0651
 NM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM982953(NAD 83)
 NM0651
 NM0651                          SUPERSEDED SURVEY CONTROL
 NM0651
 NM0651  NGVD 29 (??/??/92)  357.357  (m)         1172.43   (f) ADJ UNCH    1 2
 NM0651
 NM0651.Superseded values are not recommended for survey control.
 NM0651
 NM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0651.See file dsdata.pdf to determine how the superseded data were derived.
 NM0651
 NM0651_MARKER: DB = BENCH MARK DISK
 NM0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0651_SP_SET: BUILDING
 NM0651_STAMPING: K 235 1947
 NM0651_MARK LOGO: CGS
 NM0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0651
 NM0651  HISTORY     - Date     Condition        Report By
 NM0651  HISTORY     - 1947     MONUMENTED       CGS
 NM0651
 NM0651                          STATION DESCRIPTION
 NM0651
 NM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0651'AT HUBBARD.
 NM0651'AT HUBBARD, ON THE SOUTH FACE OF THE HIGH SCHOOL BUILDING,
 NM0651'1.7 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 3.4 FEET
 NM0651'ABOVE GROUND AND SET VERTICALLY IN A BRICK WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0211 ***********************************************************************
 NM0211  DESIGNATION -  K 236
 NM0211  PID         -  NM0211
 NM0211  STATE/COUNTY-  NE/DAKOTA
 NM0211  COUNTRY     -  US
 NM0211  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0211
 NM0211                         *CURRENT SURVEY CONTROL
 NM0211  ______________________________________________________________________
 NM0211* NAD 83(1986) POSITION- 42 28 25.     (N) 096 23 20.     (W)   SCALED
 NM0211* NAVD 88 ORTHO HEIGHT -   347.569 (meters)     1140.32  (feet) ADJUSTED
 NM0211  ______________________________________________________________________
 NM0211  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 NM0211  DYNAMIC HEIGHT  -        347.458 (meters)     1139.95  (feet) COMP
 NM0211  MODELED GRAVITY -    980,293.5   (mgal)                       NAVD 88
 NM0211
 NM0211  VERT ORDER      -  FIRST     CLASS II
 NM0211
 NM0211.The horizontal coordinates were scaled from a map and have
 NM0211.an estimated accuracy of +/- 6 seconds.
 NM0211
 NM0211.The orthometric height was determined by differential leveling and
 NM0211.adjusted by the NATIONAL GEODETIC SURVEY
 NM0211.in June 1991.
 NM0211
 NM0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0211.GEOID18 height accuracy estimate available here.
 NM0211
 NM0211.Click photographs - Photos may exist for this station.
 NM0211
 NM0211.The dynamic height is computed by dividing the NAVD 88
 NM0211.geopotential number by the normal gravity value computed on the
 NM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0211.degrees latitude (g = 980.6199 gals.).
 NM0211
 NM0211.The modeled gravity was interpolated from observed gravity values.
 NM0211
 NM0211;                    North         East    Units  Estimated Accuracy
 NM0211;SPC NE       -   299,350.      796,810.      MT  (+/- 180 meters Scaled)
 NM0211
 NM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN146056(NAD 83)
 NM0211
 NM0211                          SUPERSEDED SURVEY CONTROL
 NM0211
 NM0211  NGVD 29 (??/??/92)  347.406  (m)         1139.78   (f) ADJ UNCH    1 2
 NM0211
 NM0211.Superseded values are not recommended for survey control.
 NM0211
 NM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0211.See file dsdata.pdf to determine how the superseded data were derived.
 NM0211
 NM0211_MARKER: DB = BENCH MARK DISK
 NM0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0211_SP_SET: BRIDGE PIER
 NM0211_STAMPING: K 236 1947
 NM0211_MARK LOGO: CGS
 NM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0211
 NM0211  HISTORY     - Date     Condition        Report By
 NM0211  HISTORY     - 1947     MONUMENTED       CGS
 NM0211
 NM0211                          STATION DESCRIPTION
 NM0211
 NM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0211'1.4 MI NE FROM SOUTH SIOUX CITY.
 NM0211'ABOUT 1.4 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0211'AND OMAHA RAILROAD FROM THE STATION AT SOUTH SIOUX CITY, 11.0
 NM0211'FEET NORTH OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE
 NM0211'TRACK, ON TOP OF THE CENTER OF THE NORTH END OF THE WEST PIER
 NM0211'OF THE MISSOURI RIVER BRIDGE AND SET IN A DRILL HOLE IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0528 ***********************************************************************
 NM0528  DESIGNATION -  K 237
 NM0528  PID         -  NM0528
 NM0528  STATE/COUNTY-  NE/THURSTON
 NM0528  COUNTRY     -  US
 NM0528  USGS QUAD   -  WALTHILL SW (2017)
 NM0528
 NM0528                         *CURRENT SURVEY CONTROL
 NM0528  ______________________________________________________________________
 NM0528* NAD 83(1986) POSITION- 42 04 27.     (N) 096 27 45.     (W)   SCALED
 NM0528* NAVD 88 ORTHO HEIGHT -   420.231 (meters)     1378.71  (feet) ADJUSTED
 NM0528  ______________________________________________________________________
 NM0528  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 NM0528  DYNAMIC HEIGHT  -        420.079 (meters)     1378.21  (feet) COMP
 NM0528  MODELED GRAVITY -    980,246.7   (mgal)                       NAVD 88
 NM0528
 NM0528  VERT ORDER      -  SECOND    CLASS 0
 NM0528
 NM0528.The horizontal coordinates were scaled from a map and have
 NM0528.an estimated accuracy of +/- 6 seconds.
 NM0528
 NM0528.The orthometric height was determined by differential leveling and
 NM0528.adjusted by the NATIONAL GEODETIC SURVEY
 NM0528.in June 1991.
 NM0528
 NM0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0528.GEOID18 height accuracy estimate available here.
 NM0528
 NM0528.Click photographs - Photos may exist for this station.
 NM0528
 NM0528.The dynamic height is computed by dividing the NAVD 88
 NM0528.geopotential number by the normal gravity value computed on the
 NM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0528.degrees latitude (g = 980.6199 gals.).
 NM0528
 NM0528.The modeled gravity was interpolated from observed gravity values.
 NM0528
 NM0528;                    North         East    Units  Estimated Accuracy
 NM0528;SPC NE       -   254,780.      792,580.      MT  (+/- 180 meters Scaled)
 NM0528
 NM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099611(NAD 83)
 NM0528
 NM0528                          SUPERSEDED SURVEY CONTROL
 NM0528
 NM0528  NGVD 29 (??/??/92)  420.074  (m)         1378.19   (f) ADJ UNCH    2 0
 NM0528
 NM0528.Superseded values are not recommended for survey control.
 NM0528
 NM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0528.See file dsdata.pdf to determine how the superseded data were derived.
 NM0528
 NM0528_MARKER: DB = BENCH MARK DISK
 NM0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0528_SP_SET: BOX CULVERT HEADWALL
 NM0528_STAMPING: K 237 1947
 NM0528_MARK LOGO: CGS
 NM0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0528+STABILITY: SURFACE MOTION
 NM0528
 NM0528  HISTORY     - Date     Condition        Report By
 NM0528  HISTORY     - 1947     MONUMENTED       CGS
 NM0528
 NM0528                          STATION DESCRIPTION
 NM0528
 NM0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0528'5.6 MI S FROM WALTHILL.
 NM0528'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0528'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 5.2 MILES
 NM0528'ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK IS ABOUT
 NM0528'0.1 MILE SOUTH OF THE INTERSECTION OF THE HIGHWAY AND AN
 NM0528'EAST-WEST GRADED DIRT ROAD, 18.0 FEET EAST OF AND ABOUT 2.0
 NM0528'FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 NM0528'NORTH END OF THE EAST HEADWALL OF A 4 FT X 6 FT CONCRETE BOX
 NM0528'CULVERT AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0529 ***********************************************************************
 NM0529  DESIGNATION -  K 237 RESET
 NM0529  PID         -  NM0529
 NM0529  STATE/COUNTY-  NE/THURSTON
 NM0529  COUNTRY     -  US
 NM0529  USGS QUAD   -  WALTHILL SW (2017)
 NM0529
 NM0529                         *CURRENT SURVEY CONTROL
 NM0529  ______________________________________________________________________
 NM0529* NAD 83(1986) POSITION- 42 04 16.     (N) 096 27 47.     (W)   SCALED
 NM0529* NAVD 88 ORTHO HEIGHT -   424.82  (meters)     1393.8   (feet) RESET
 NM0529  ______________________________________________________________________
 NM0529  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 NM0529  VERT ORDER      -  THIRD
 NM0529
 NM0529.The horizontal coordinates were scaled from a map and have
 NM0529.an estimated accuracy of +/- 6 seconds.
 NM0529
 NM0529.The orthometric height was computed from unverified reset data.
 NM0529
 NM0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0529.GEOID18 height accuracy estimate available here.
 NM0529
 NM0529.Click photographs - Photos may exist for this station.
 NM0529
 NM0529;                    North         East    Units  Estimated Accuracy
 NM0529;SPC NE       -   254,440.      792,550.      MT  (+/- 180 meters Scaled)
 NM0529
 NM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098607(NAD 83)
 NM0529
 NM0529                          SUPERSEDED SURVEY CONTROL
 NM0529
 NM0529  NGVD 29 (??/??/??)  424.66   (m)         1393.2    (f) RESET       3  
 NM0529
 NM0529.Superseded values are not recommended for survey control.
 NM0529
 NM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0529.See file dsdata.pdf to determine how the superseded data were derived.
 NM0529
 NM0529_MARKER: DB = BENCH MARK DISK
 NM0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0529_STAMPING: K 237 RESET 1965
 NM0529_MARK LOGO: CGS
 NM0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0529+STABILITY: SURFACE MOTION
 NM0529
 NM0529  HISTORY     - Date     Condition        Report By
 NM0529  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0529  HISTORY     - 1967     GOOD             LOCENG
 NM0529  HISTORY     - 20160613 MARK NOT FOUND   NEGS
 NM0529
 NM0529                          STATION DESCRIPTION
 NM0529
 NM0529'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0529'5.8 MI S FROM WALTHILL.
 NM0529'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0529'STATION AT WALTHILL, THENCE 5.4 MILES SOUTH ALONG U.S. HIGHWAY
 NM0529'77, 89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 NM0529'STATION 601 + 02, 36 FEET WEST-NORTHWEST OF THE NORTH END OF A PIPE
 NM0529'CULVERT UNDER DRIVEWAY, 3 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY
 NM0529'MARKER POST, 2 FEET SOUTH OF A POWER LINE POLE, SET IN THE TOP OF
 NM0529'A 4 INCH SQUARE CONCRETE POST WITH AN 8 INCH SQUARE TOP PROJECTING
 NM0529'4 INCHES ABOVE THE GROUND, AND ABOUT 4 FEET LOWER THAN THE
 NM0529'HIGHWAY.
 NM0529
 NM0529                          STATION RECOVERY (2016)
 NM0529
 NM0529'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NM0529'MARK NOT FOUND
 NM0529'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0678 ***********************************************************************
 NM0678  DESIGNATION -  K 238
 NM0678  PID         -  NM0678
 NM0678  STATE/COUNTY-  NE/THURSTON
 NM0678  COUNTRY     -  US
 NM0678  USGS QUAD   -  EMERSON SE (2017)
 NM0678
 NM0678                         *CURRENT SURVEY CONTROL
 NM0678  ______________________________________________________________________
 NM0678* NAD 83(1986) POSITION- 42 15 12.     (N) 096 33 02.     (W)   SCALED
 NM0678* NAVD 88 ORTHO HEIGHT -   436.815 (meters)     1433.12  (feet) ADJUSTED
 NM0678  ______________________________________________________________________
 NM0678  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 NM0678  DYNAMIC HEIGHT  -        436.667 (meters)     1432.63  (feet) COMP
 NM0678  MODELED GRAVITY -    980,269.5   (mgal)                       NAVD 88
 NM0678
 NM0678  VERT ORDER      -  SECOND    CLASS 0
 NM0678
 NM0678.The horizontal coordinates were scaled from a map and have
 NM0678.an estimated accuracy of +/- 6 seconds.
 NM0678
 NM0678.The orthometric height was determined by differential leveling and
 NM0678.adjusted by the NATIONAL GEODETIC SURVEY
 NM0678.in June 1991.
 NM0678
 NM0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0678.GEOID18 height accuracy estimate available here.
 NM0678
 NM0678.Click photographs - Photos may exist for this station.
 NM0678
 NM0678.The dynamic height is computed by dividing the NAVD 88
 NM0678.geopotential number by the normal gravity value computed on the
 NM0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0678.degrees latitude (g = 980.6199 gals.).
 NM0678
 NM0678.The modeled gravity was interpolated from observed gravity values.
 NM0678
 NM0678;                    North         East    Units  Estimated Accuracy
 NM0678;SPC NE       -   274,370.      784,500.      MT  (+/- 180 meters Scaled)
 NM0678
 NM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM020808(NAD 83)
 NM0678
 NM0678                          SUPERSEDED SURVEY CONTROL
 NM0678
 NM0678  NGVD 29 (??/??/92)  436.654  (m)         1432.59   (f) ADJ UNCH    2 0
 NM0678
 NM0678.Superseded values are not recommended for survey control.
 NM0678
 NM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0678.See file dsdata.pdf to determine how the superseded data were derived.
 NM0678
 NM0678_MARKER: DB = BENCH MARK DISK
 NM0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0678_STAMPING: K 238 1947
 NM0678_MARK LOGO: CGS
 NM0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0678+STABILITY: SURFACE MOTION
 NM0678
 NM0678  HISTORY     - Date     Condition        Report By
 NM0678  HISTORY     - 1947     MONUMENTED       CGS
 NM0678  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0678
 NM0678                          STATION DESCRIPTION
 NM0678
 NM0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0678'9.1 MI SW FROM HOMER.
 NM0678'0.1 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0678'HOMER, THENCE 4.2 MILES SOUTH ALONG U.S. HIGHWAY 77, THENCE
 NM0678'4.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH ALONG
 NM0678'A DIRT ROAD, AT THE TOP OF A SHARP HILL, 0.2 MILE SOUTH OF A
 NM0678'WOODEN BRIDGE OVER A SMALL STREAM, 450 FEET NORTH OF A FENCE
 NM0678'CORNER, 18.6 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 NM0678'NORTH OF A 4 X 4 MARKER POST, 1.0 FOOT EAST OF A BARBED WIRE
 NM0678'FENCE, SET IN THE TOP OF A CONCRETE POST.
 NM0678
 NM0678                          STATION RECOVERY (1966)
 NM0678
 NM0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0429 ***********************************************************************
 NM0429  DESIGNATION -  K 239
 NM0429  PID         -  NM0429
 NM0429  STATE/COUNTY-  NE/THURSTON
 NM0429  COUNTRY     -  US
 NM0429  USGS QUAD   -  HOMER (2017)
 NM0429
 NM0429                         *CURRENT SURVEY CONTROL
 NM0429  ______________________________________________________________________
 NM0429* NAD 83(1986) POSITION- 42 15 10.     (N) 096 28 21.     (W)   SCALED
 NM0429* NAVD 88 ORTHO HEIGHT -   356.749 (meters)     1170.43  (feet) ADJUSTED
 NM0429  ______________________________________________________________________
 NM0429  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 NM0429  DYNAMIC HEIGHT  -        356.629 (meters)     1170.04  (feet) COMP
 NM0429  MODELED GRAVITY -    980,276.0   (mgal)                       NAVD 88
 NM0429
 NM0429  VERT ORDER      -  SECOND    CLASS 0
 NM0429
 NM0429.The horizontal coordinates were scaled from a map and have
 NM0429.an estimated accuracy of +/- 6 seconds.
 NM0429
 NM0429.The orthometric height was determined by differential leveling and
 NM0429.adjusted by the NATIONAL GEODETIC SURVEY
 NM0429.in June 1991.
 NM0429
 NM0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0429.GEOID18 height accuracy estimate available here.
 NM0429
 NM0429.Click photographs - Photos may exist for this station.
 NM0429
 NM0429.The dynamic height is computed by dividing the NAVD 88
 NM0429.geopotential number by the normal gravity value computed on the
 NM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0429.degrees latitude (g = 980.6199 gals.).
 NM0429
 NM0429.The modeled gravity was interpolated from observed gravity values.
 NM0429
 NM0429;                    North         East    Units  Estimated Accuracy
 NM0429;SPC NE       -   274,560.      790,940.      MT  (+/- 180 meters Scaled)
 NM0429
 NM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084809(NAD 83)
 NM0429
 NM0429                          SUPERSEDED SURVEY CONTROL
 NM0429
 NM0429  NGVD 29 (??/??/92)  356.590  (m)         1169.91   (f) ADJ UNCH    2 0
 NM0429
 NM0429.Superseded values are not recommended for survey control.
 NM0429
 NM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0429.See file dsdata.pdf to determine how the superseded data were derived.
 NM0429
 NM0429_MARKER: DB = BENCH MARK DISK
 NM0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0429_STAMPING: K 239 1947
 NM0429_MARK LOGO: CGS
 NM0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0429+STABILITY: SURFACE MOTION
 NM0429
 NM0429  HISTORY     - Date     Condition        Report By
 NM0429  HISTORY     - 1947     MONUMENTED       CGS
 NM0429  HISTORY     - 1962     GOOD             USGS
 NM0429
 NM0429                          STATION DESCRIPTION
 NM0429
 NM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0429'1.2 MI N FROM WINNEBAGO.
 NM0429'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0429'AT WINNEBAGO, 0.2 MILE EAST OF A FARM HOUSE, AT A JUNCTION WITH
 NM0429'A DIRT ROAD LEADING NORTH FROM A CURVE TO THE NORTHWEST IN THE
 NM0429'HIGHWAY, 180.0 FEET NORTH OF THE CENTER OF THE JUNCTION, 61.3
 NM0429'FEET EAST OF THE CENTER OF THE HIGHWAY, 27 FEET WEST OF THE
 NM0429'CENTER OF THE DIRT ROAD, 13.0 FEET SOUTH OF A POWER POLE, SET IN
 NM0429'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE
 NM0429'GROUND.  NOTE-- THIS MARK IS 0.9 MILE SOUTH ALONG U.S. HIGHWAY
 NM0429'NO. 77 FROM BENCH MARK C 237.
 NM0429
 NM0429                          STATION RECOVERY (1962)
 NM0429
 NM0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0802 ***********************************************************************
 LH0802  DESIGNATION -  K 24
 LH0802  PID         -  LH0802
 LH0802  STATE/COUNTY-  NE/GOSPER
 LH0802  COUNTRY     -  US
 LH0802  USGS QUAD   -  ELWOOD (2017)
 LH0802
 LH0802                         *CURRENT SURVEY CONTROL
 LH0802  ______________________________________________________________________
 LH0802* NAD 83(1986) POSITION- 40 35 14.     (N) 099 51 39.     (W)   SCALED
 LH0802* NAVD 88 ORTHO HEIGHT -   815.112 (meters)     2674.25  (feet) ADJUSTED
 LH0802  ______________________________________________________________________
 LH0802  GEOID HEIGHT    -        -24.240 (meters)                     GEOID18
 LH0802  DYNAMIC HEIGHT  -        814.592 (meters)     2672.54  (feet) COMP
 LH0802  MODELED GRAVITY -    979,960.1   (mgal)                       NAVD 88
 LH0802
 LH0802  VERT ORDER      -  FIRST     CLASS II
 LH0802
 LH0802.The horizontal coordinates were scaled from a map and have
 LH0802.an estimated accuracy of +/- 6 seconds.
 LH0802
 LH0802.The orthometric height was determined by differential leveling and
 LH0802.adjusted by the NATIONAL GEODETIC SURVEY
 LH0802.in June 1991.
 LH0802
 LH0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0802.GEOID18 height accuracy estimate available here.
 LH0802
 LH0802.Click photographs - Photos may exist for this station.
 LH0802
 LH0802.The dynamic height is computed by dividing the NAVD 88
 LH0802.geopotential number by the normal gravity value computed on the
 LH0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0802.degrees latitude (g = 980.6199 gals.).
 LH0802
 LH0802.The modeled gravity was interpolated from observed gravity values.
 LH0802
 LH0802;                    North         East    Units  Estimated Accuracy
 LH0802;SPC NE       -    83,710.      511,780.      MT  (+/- 180 meters Scaled)
 LH0802
 LH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK271932(NAD 83)
 LH0802
 LH0802                          SUPERSEDED SURVEY CONTROL
 LH0802
 LH0802  NGVD 29 (02/14/92)  814.808  (m)         2673.25   (f) ADJUSTED    1 2
 LH0802  NGVD 29 (??/??/87)  814.796  (m)         2673.21   (f) SUPERSEDED  1 2
 LH0802
 LH0802.Superseded values are not recommended for survey control.
 LH0802
 LH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0802.See file dsdata.pdf to determine how the superseded data were derived.
 LH0802
 LH0802_MARKER: DB = BENCH MARK DISK
 LH0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0802_STAMPING: K 24 1933
 LH0802_MARK LOGO: CGS
 LH0802_PROJECTION: RECESSED 3 CENTIMETERS
 LH0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0802+STABILITY: SURFACE MOTION
 LH0802
 LH0802  HISTORY     - Date     Condition        Report By
 LH0802  HISTORY     - 1933     MONUMENTED       CGS
 LH0802  HISTORY     - 1934     GOOD             CGS
 LH0802  HISTORY     - 1986     GOOD             NGS
 LH0802  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH0802
 LH0802                          STATION DESCRIPTION
 LH0802
 LH0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0802'AT ELWOOD.
 LH0802'AT ELWOOD, IN THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE
 LH0802'YARD, 162 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LH0802'COURTHOUSE, 54 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 LH0802'STREET, 28.5 FEET EAST OF THE EAST CURB OF THE NORTH-AND-SOUTH
 LH0802'STREET, 38 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 LH0802'STREET, 20 FEET NORTH OF THE NORTH CURB OF THE EAST-AND-WEST
 LH0802'STREET, 3.8 FEET EAST OF A SIDEWALK, AND 3 FEET NORTHWEST OF
 LH0802'A 6-INCH ELM TREE.  A STANDARD DISK, STAMPED K 24 1933 AND SET
 LH0802'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LH0802
 LH0802                          STATION RECOVERY (1986)
 LH0802
 LH0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0802'RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 LH0802'THE ELM TREE DESCRIBED NO LONGER EXISTS.
 LH0802'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 LH0802
 LH0802                          STATION RECOVERY (2006)
 LH0802
 LH0802'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0802'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0729 ***********************************************************************
 NM0729  DESIGNATION -  K 240
 NM0729  PID         -  NM0729
 NM0729  STATE/COUNTY-  NE/THURSTON
 NM0729  COUNTRY     -  US
 NM0729  USGS QUAD   -  PENDER NE (2017)
 NM0729
 NM0729                         *CURRENT SURVEY CONTROL
 NM0729  ______________________________________________________________________
 NM0729* NAD 83(1986) POSITION- 42 08 53.     (N) 096 35 22.     (W)   SCALED
 NM0729* NAVD 88 ORTHO HEIGHT -   457.439 (meters)     1500.78  (feet) ADJUSTED
 NM0729  ______________________________________________________________________
 NM0729  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM0729  DYNAMIC HEIGHT  -        457.278 (meters)     1500.25  (feet) COMP
 NM0729  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 NM0729
 NM0729  VERT ORDER      -  SECOND    CLASS 0
 NM0729
 NM0729.The horizontal coordinates were scaled from a map and have
 NM0729.an estimated accuracy of +/- 6 seconds.
 NM0729
 NM0729.The orthometric height was determined by differential leveling and
 NM0729.adjusted by the NATIONAL GEODETIC SURVEY
 NM0729.in June 1991.
 NM0729
 NM0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0729.GEOID18 height accuracy estimate available here.
 NM0729
 NM0729.Click photographs - Photos may exist for this station.
 NM0729
 NM0729.The dynamic height is computed by dividing the NAVD 88
 NM0729.geopotential number by the normal gravity value computed on the
 NM0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0729.degrees latitude (g = 980.6199 gals.).
 NM0729
 NM0729.The modeled gravity was interpolated from observed gravity values.
 NM0729
 NM0729;                    North         East    Units  Estimated Accuracy
 NM0729;SPC NE       -   262,560.      781,760.      MT  (+/- 180 meters Scaled)
 NM0729
 NM0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM991690(NAD 83)
 NM0729
 NM0729                          SUPERSEDED SURVEY CONTROL
 NM0729
 NM0729  NGVD 29 (??/??/92)  457.282  (m)         1500.27   (f) ADJ UNCH    2 0
 NM0729
 NM0729.Superseded values are not recommended for survey control.
 NM0729
 NM0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0729.See file dsdata.pdf to determine how the superseded data were derived.
 NM0729
 NM0729_MARKER: DB = BENCH MARK DISK
 NM0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0729_STAMPING: K 240 1947
 NM0729_MARK LOGO: CGS
 NM0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0729+STABILITY: SURFACE MOTION
 NM0729
 NM0729  HISTORY     - Date     Condition        Report By
 NM0729  HISTORY     - 1947     MONUMENTED       CGS
 NM0729
 NM0729                          STATION DESCRIPTION
 NM0729
 NM0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0729'9.4 MI SW FROM WALTHILL.
 NM0729'2.2 MILES SOUTH, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY
 NM0729'NO. 94 FROM THE RAILROAD STATION AT WALTHILL, THENCE NORTH
 NM0729'2.0 MILES ALONG A DIRT ROAD, AT A DIRT T-ROAD AND A SCHOOL,
 NM0729'1.0 MILE SOUTH OF BENCH MARK H 239, 36.5 FEET NORTHWEST OF THE
 NM0729'NORTHWEST CORNER OF THE SCHOOL, 21.6 FEET EAST OF THE CENTER
 NM0729'OF THE NORTH-SOUTH ROAD, 16.9 FEET SOUTH OF THE EXTENDED CENTER
 NM0729'OF THE ROAD LEADING WEST, 5.0 FEET SOUTH OF A FENCE CORNER
 NM0729'POST, 2.0 FEET WEST OF A WIRE FENCE, 2.0 FEET NORTH OF A
 NM0729'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0729'PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0297 ***********************************************************************
 MK0297  DESIGNATION -  K 241
 MK0297  PID         -  MK0297
 MK0297  STATE/COUNTY-  NE/BURT
 MK0297  COUNTRY     -  US
 MK0297  USGS QUAD   -  BERTHA (2017)
 MK0297
 MK0297                         *CURRENT SURVEY CONTROL
 MK0297  ______________________________________________________________________
 MK0297* NAD 83(1986) POSITION- 41 53 11.     (N) 096 16 12.     (W)   SCALED
 MK0297* NAVD 88 ORTHO HEIGHT -   371.542 (meters)     1218.97  (feet) ADJUSTED
 MK0297  ______________________________________________________________________
 MK0297  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 MK0297  DYNAMIC HEIGHT  -        371.402 (meters)     1218.51  (feet) COMP
 MK0297  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 MK0297
 MK0297  VERT ORDER      -  SECOND    CLASS 0
 MK0297
 MK0297.The horizontal coordinates were scaled from a map and have
 MK0297.an estimated accuracy of +/- 6 seconds.
 MK0297
 MK0297.The orthometric height was determined by differential leveling and
 MK0297.adjusted by the NATIONAL GEODETIC SURVEY
 MK0297.in June 1991.
 MK0297
 MK0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0297.GEOID18 height accuracy estimate available here.
 MK0297
 MK0297.Click photographs - Photos may exist for this station.
 MK0297
 MK0297.The dynamic height is computed by dividing the NAVD 88
 MK0297.geopotential number by the normal gravity value computed on the
 MK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0297.degrees latitude (g = 980.6199 gals.).
 MK0297
 MK0297.The modeled gravity was interpolated from observed gravity values.
 MK0297
 MK0297;                    North         East    Units  Estimated Accuracy
 MK0297;SPC NE       -   234,620.      809,390.      MT  (+/- 180 meters Scaled)
 MK0297
 MK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM265407(NAD 83)
 MK0297
 MK0297                          SUPERSEDED SURVEY CONTROL
 MK0297
 MK0297  NGVD 29 (??/??/92)  371.394  (m)         1218.48   (f) ADJ UNCH    2 0
 MK0297
 MK0297.Superseded values are not recommended for survey control.
 MK0297
 MK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0297.See file dsdata.pdf to determine how the superseded data were derived.
 MK0297
 MK0297_MARKER: DB = BENCH MARK DISK
 MK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0297_STAMPING: K 241 1947
 MK0297_MARK LOGO: CGS
 MK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0297+STABILITY: SURFACE MOTION
 MK0297
 MK0297  HISTORY     - Date     Condition        Report By
 MK0297  HISTORY     - 1947     MONUMENTED       CGS
 MK0297
 MK0297                          STATION DESCRIPTION
 MK0297
 MK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0297'11.7 MI NE FROM CRAIG.
 MK0297'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0297'AT CRAIG, THENCE 7.0 MILES NORTH AND 4.0 MILES EAST ALONG
 MK0297'GRAVEL ROADS, 4.0 MILES EAST OF THE BERTHA GENERAL STORE, 0.1
 MK0297'MILE WEST OF A STEEL BRIDGE OVER A CREEK, AT THE JUNCTION OF A
 MK0297'DIRT ROAD LEADING NORTH, 38.0 FEET SOUTH OF THE CENTER OF THE
 MK0297'EAST-WEST ROAD, 5.3 FEET SOUTH OF A FENCE CORNER POST, 5.0 FEET
 MK0297'EAST OF A POINT IN LINE WITH THE CENTER OF THE ROAD LEADING
 MK0297'NORTH, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0297'POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0166 ***********************************************************************
 MK0166  DESIGNATION -  K 242
 MK0166  PID         -  MK0166
 MK0166  STATE/COUNTY-  NE/BURT
 MK0166  COUNTRY     -  US
 MK0166  USGS QUAD   -  TEKAMAH NW (2017)
 MK0166
 MK0166                         *CURRENT SURVEY CONTROL
 MK0166  ______________________________________________________________________
 MK0166* NAD 83(1986) POSITION- 41 56 45.     (N) 096 11 36.     (W)   SCALED
 MK0166* NAVD 88 ORTHO HEIGHT -   319.680 (meters)     1048.82  (feet) ADJUSTED
 MK0166  ______________________________________________________________________
 MK0166  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 MK0166  DYNAMIC HEIGHT  -        319.564 (meters)     1048.44  (feet) COMP
 MK0166  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 MK0166
 MK0166  VERT ORDER      -  SECOND    CLASS 0
 MK0166
 MK0166.The horizontal coordinates were scaled from a map and have
 MK0166.an estimated accuracy of +/- 6 seconds.
 MK0166
 MK0166.The orthometric height was determined by differential leveling and
 MK0166.adjusted by the NATIONAL GEODETIC SURVEY
 MK0166.in June 1991.
 MK0166
 MK0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0166.GEOID18 height accuracy estimate available here.
 MK0166
 MK0166.Click photographs - Photos may exist for this station.
 MK0166
 MK0166.The dynamic height is computed by dividing the NAVD 88
 MK0166.geopotential number by the normal gravity value computed on the
 MK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0166.degrees latitude (g = 980.6199 gals.).
 MK0166
 MK0166.The modeled gravity was interpolated from observed gravity values.
 MK0166
 MK0166;                    North         East    Units  Estimated Accuracy
 MK0166;SPC NE       -   241,490.      815,450.      MT  (+/- 180 meters Scaled)
 MK0166
 MK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM326475(NAD 83)
 MK0166
 MK0166                          SUPERSEDED SURVEY CONTROL
 MK0166
 MK0166  NGVD 29 (??/??/92)  319.537  (m)         1048.35   (f) ADJ UNCH    2 0
 MK0166
 MK0166.Superseded values are not recommended for survey control.
 MK0166
 MK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0166.See file dsdata.pdf to determine how the superseded data were derived.
 MK0166
 MK0166_MARKER: DB = BENCH MARK DISK
 MK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0166_STAMPING: K 242 1947
 MK0166_MARK LOGO: CGS
 MK0166_PROJECTION: FLUSH
 MK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0166+STABILITY: SURFACE MOTION
 MK0166
 MK0166  HISTORY     - Date     Condition        Report By
 MK0166  HISTORY     - 1947     MONUMENTED       CGS
 MK0166  HISTORY     - 1974     GOOD             LOCSUR
 MK0166
 MK0166                          STATION DESCRIPTION
 MK0166
 MK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0166'6.8 MI SE FROM DECATUR.
 MK0166'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0166'AT DECATUR, THENCE 2.1 MILES EAST AND 2.75 MILES SOUTH AND
 MK0166'0.65 MILE EAST ALONG GRAVEL ROADS, AT THE RIGHT ANGLE TURN
 MK0166'TO THE SOUTH IN THE ROAD, ABOUT 70 FEET WEST OF THE WEST BANK
 MK0166'OF LAKE QUINNEBAUGH, 65.0 FEET NORTHWEST OF POWER LINE POLE
 MK0166'NO. C5 187, 33.0 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 MK0166'4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A
 MK0166'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0166'ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE
 MK0166'GROUND.  NOTE-- 69 FT. SE OF LOST POWER POLE IN E-W-LINE.
 MK0166
 MK0166                          STATION RECOVERY (1974)
 MK0166
 MK0166'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0634 ***********************************************************************
 MK0634  DESIGNATION -  K 243
 MK0634  PID         -  MK0634
 MK0634  STATE/COUNTY-  NE/DOUGLAS
 MK0634  COUNTRY     -  US
 MK0634  USGS QUAD   -  IRVINGTON (2017)
 MK0634
 MK0634                         *CURRENT SURVEY CONTROL
 MK0634  ______________________________________________________________________
 MK0634* NAD 83(1986) POSITION- 41 18 50.     (N) 096 04 02.     (W)   SCALED
 MK0634* NAVD 88 ORTHO HEIGHT -   374.899 (meters)     1229.98  (feet) ADJUSTED
 MK0634  ______________________________________________________________________
 MK0634  GEOID HEIGHT    -        -27.677 (meters)                     GEOID18
 MK0634  DYNAMIC HEIGHT  -        374.735 (meters)     1229.44  (feet) COMP
 MK0634  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 MK0634
 MK0634  VERT ORDER      -  FIRST     CLASS II
 MK0634
 MK0634.The horizontal coordinates were scaled from a map and have
 MK0634.an estimated accuracy of +/- 6 seconds.
 MK0634
 MK0634.The orthometric height was determined by differential leveling and
 MK0634.adjusted by the NATIONAL GEODETIC SURVEY
 MK0634.in June 1991.
 MK0634
 MK0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0634.GEOID18 height accuracy estimate available here.
 MK0634
 MK0634.Click photographs - Photos may exist for this station.
 MK0634
 MK0634.The dynamic height is computed by dividing the NAVD 88
 MK0634.geopotential number by the normal gravity value computed on the
 MK0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0634.degrees latitude (g = 980.6199 gals.).
 MK0634
 MK0634.The modeled gravity was interpolated from observed gravity values.
 MK0634
 MK0634;                    North         East    Units  Estimated Accuracy
 MK0634;SPC NE       -   171,870.      829,090.      MT  (+/- 180 meters Scaled)
 MK0634
 MK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL454777(NAD 83)
 MK0634
 MK0634                          SUPERSEDED SURVEY CONTROL
 MK0634
 MK0634  NGVD 29 (??/??/92)  374.778  (m)         1229.58   (f) ADJ UNCH    1 2
 MK0634
 MK0634.Superseded values are not recommended for survey control.
 MK0634
 MK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0634.See file dsdata.pdf to determine how the superseded data were derived.
 MK0634
 MK0634_MARKER: DB = BENCH MARK DISK
 MK0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0634_STAMPING: K 243 1947
 MK0634_MARK LOGO: CGS
 MK0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0634+STABILITY: SURFACE MOTION
 MK0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0634+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 MK0634
 MK0634  HISTORY     - Date     Condition        Report By
 MK0634  HISTORY     - 1947     MONUMENTED       CGS
 MK0634  HISTORY     - 1976     GOOD             LOCSUR
 MK0634  HISTORY     - 19890815 GOOD             NGS
 MK0634
 MK0634                          STATION DESCRIPTION
 MK0634
 MK0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0634'1.4 MI W FROM IRVINGTON.
 MK0634'0.6 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 MK0634'IRVINGTON, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 8, AT
 MK0634'THE WEST END OF A SHARP CURVE IN THE HIGHWAY, 137.0 FEET WEST OF
 MK0634'THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A GRAVEL
 MK0634'ROAD LEADING SOUTH, 37.0 FEET WEST OF THE CENTER OF A PRIVATE
 MK0634'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 24.0 FEET NORTH OF THE
 MK0634'CENTER OF THE HIGHWAY, 18.0 FEET SOUTHEAST OF A 1 1/2-FOOT
 MK0634'BOXELDER TREE, 9.0 FEET EAST OF THE CENTER OF A GATE ENTRANCE
 MK0634'TO THE FARM YARD, 1.5 FOOT SOUTH OF THE FARM YARD FENCE, 1.5
 MK0634'FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0634'2 FEET BELOW THE HIGHWAY AND PROJECTING 0.3 FOOT.
 MK0634
 MK0634                          STATION RECOVERY (1976)
 MK0634
 MK0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0634'RECOVERED IN GOOD CONDITION.
 MK0634
 MK0634                          STATION RECOVERY (1989)
 MK0634
 MK0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0634'IN OMAHA, AT THE INTERSECTION OF MILITARY ROAD AND 99TH STREET, 42.1
 MK0634'M (138.1 FT) WEST OF THE EXTENDED CENTER OF THE STREET, 20.9 M (68.6
 MK0634'FT) EAST OF THE CENTER OF A DRIVEWAY, 9.1 M (29.9 FT) NORTH OF THE
 MK0634'CENTERLINE OF THE ROAD, 7.3 M (24.0 FT) WEST OF A UTILITY POLE, 0.3 M
 MK0634'(1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) SOUTH A WITNESS
 MK0634'POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 MK0634'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0144 ***********************************************************************
 MK0144  DESIGNATION -  K 244
 MK0144  PID         -  MK0144
 MK0144  STATE/COUNTY-  NE/WASHINGTON
 MK0144  COUNTRY     -  US
 MK0144  USGS QUAD   -  HERMAN (2017)
 MK0144
 MK0144                         *CURRENT SURVEY CONTROL
 MK0144  ______________________________________________________________________
 MK0144* NAD 83(1986) POSITION- 41 40 06.     (N) 096 09 15.     (W)   SCALED
 MK0144* NAVD 88 ORTHO HEIGHT -   309.953 (meters)     1016.90  (feet) ADJUSTED
 MK0144  ______________________________________________________________________
 MK0144  GEOID HEIGHT    -        -27.815 (meters)                     GEOID18
 MK0144  DYNAMIC HEIGHT  -        309.823 (meters)     1016.48  (feet) COMP
 MK0144  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 MK0144
 MK0144  VERT ORDER      -  SECOND    CLASS 0
 MK0144
 MK0144.The horizontal coordinates were scaled from a map and have
 MK0144.an estimated accuracy of +/- 6 seconds.
 MK0144
 MK0144.The orthometric height was determined by differential leveling and
 MK0144.adjusted by the NATIONAL GEODETIC SURVEY
 MK0144.in June 1991.
 MK0144
 MK0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0144.GEOID18 height accuracy estimate available here.
 MK0144
 MK0144.Click photographs - Photos may exist for this station.
 MK0144
 MK0144.The dynamic height is computed by dividing the NAVD 88
 MK0144.geopotential number by the normal gravity value computed on the
 MK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0144.degrees latitude (g = 980.6199 gals.).
 MK0144
 MK0144.The modeled gravity was interpolated from observed gravity values.
 MK0144
 MK0144;                    North         East    Units  Estimated Accuracy
 MK0144;SPC NE       -   210,850.      820,070.      MT  (+/- 180 meters Scaled)
 MK0144
 MK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369168(NAD 83)
 MK0144
 MK0144                          SUPERSEDED SURVEY CONTROL
 MK0144
 MK0144  NGVD 29 (??/??/92)  309.812  (m)         1016.44   (f) ADJ UNCH    2 0
 MK0144
 MK0144.Superseded values are not recommended for survey control.
 MK0144
 MK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0144.See file dsdata.pdf to determine how the superseded data were derived.
 MK0144
 MK0144_MARKER: DB = BENCH MARK DISK
 MK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0144_STAMPING: K 244 1947
 MK0144_MARK LOGO: CGS
 MK0144_PROJECTION: RECESSED 6 CENTIMETERS
 MK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0144+STABILITY: SURFACE MOTION
 MK0144
 MK0144  HISTORY     - Date     Condition        Report By
 MK0144  HISTORY     - 1947     MONUMENTED       CGS
 MK0144  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0144
 MK0144                          STATION DESCRIPTION
 MK0144
 MK0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0144'4.1 MI E FROM HERMAN.
 MK0144'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST
 MK0144'OFFICE AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD AND
 MK0144'0.5 MILE NORTH ALONG A DIRT ROAD, 34.0 FEET EAST OF THE CENTER
 MK0144'OF THE ROAD, 9.5 FEET SOUTHWEST OF THE MOST EASTERLY POLE AND
 MK0144'8.0 FEET SOUTH OF THE MOST WESTERLY POLE OF A DOUBLE POLE TYPE
 MK0144'OF POWER LINE SUPPORT, 1.5 FOOT NORTH OF A REFERENCE POST, SET
 MK0144'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0144'PROJECTING 0.2 FOOT.
 MK0144
 MK0144                          STATION RECOVERY (1974)
 MK0144
 MK0144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0363 ***********************************************************************
 MK0363  DESIGNATION -  K 245
 MK0363  PID         -  MK0363
 MK0363  STATE/COUNTY-  NE/BURT
 MK0363  COUNTRY     -  US
 MK0363  USGS QUAD   -  TEKAMAH (2017)
 MK0363
 MK0363                         *CURRENT SURVEY CONTROL
 MK0363  ______________________________________________________________________
 MK0363* NAD 83(1986) POSITION- 41 46 18.9    (N) 096 13 20.8    (W)   HD_HELD2
 MK0363* NAVD 88 ORTHO HEIGHT -   321.732 (meters)     1055.55  (feet) ADJUSTED
 MK0363  ______________________________________________________________________
 MK0363  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 MK0363  DYNAMIC HEIGHT  -        321.606 (meters)     1055.14  (feet) COMP
 MK0363  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 MK0363
 MK0363  VERT ORDER      -  SECOND    CLASS 0
 MK0363
 MK0363.The horizontal coordinates were established by autonomous hand held GPS
 MK0363.observations and have an estimated accuracy of +/- 10 meters.
 MK0363
 MK0363.The orthometric height was determined by differential leveling and
 MK0363.adjusted by the NATIONAL GEODETIC SURVEY
 MK0363.in June 1991.
 MK0363
 MK0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0363.GEOID18 height accuracy estimate available here.
 MK0363
 MK0363.Click photographs - Photos may exist for this station.
 MK0363
 MK0363.The dynamic height is computed by dividing the NAVD 88
 MK0363.geopotential number by the normal gravity value computed on the
 MK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0363.degrees latitude (g = 980.6199 gals.).
 MK0363
 MK0363.The modeled gravity was interpolated from observed gravity values.
 MK0363
 MK0363;                    North         East    Units  Estimated Accuracy
 MK0363;SPC NE       -   222,091.      813,885.      MT  (+/- 10 meters HH2 GPS)
 MK0363
 MK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3086028182(NAD 83)
 MK0363
 MK0363                          SUPERSEDED SURVEY CONTROL
 MK0363
 MK0363  NGVD 29 (??/??/92)  321.595  (m)         1055.10   (f) ADJ UNCH    2 0
 MK0363
 MK0363.Superseded values are not recommended for survey control.
 MK0363
 MK0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0363.See file dsdata.pdf to determine how the superseded data were derived.
 MK0363
 MK0363_MARKER: DB = BENCH MARK DISK
 MK0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0363_STAMPING: K 245 1947
 MK0363_MARK LOGO: CGS
 MK0363_PROJECTION: FLUSH
 MK0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0363+STABILITY: SURFACE MOTION
 MK0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0363+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2017
 MK0363
 MK0363  HISTORY     - Date     Condition        Report By
 MK0363  HISTORY     - 1947     MONUMENTED       CGS
 MK0363  HISTORY     - 1968     GOOD             CGS
 MK0363  HISTORY     - 20160713 GOOD             INDIV
 MK0363  HISTORY     - 20170706 GOOD             GEOCAC
 MK0363
 MK0363                          STATION DESCRIPTION
 MK0363
 MK0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0363'AT TEKAMAH.
 MK0363'AT TEKAMAH, AT THE SOUTH END OF THE CHICAGO, ST. PAUL, MINNEAPOLIS
 MK0363'AND OMAHA RAILWAY STATION, 23.3 FEET EAST OF THE EAST RAIL OF
 MK0363'THE MAIN TRACK, 19.1 FEET WEST OF THE SOUTHEAST CORNER OF AND
 MK0363'5.0 FEET EAST OF THE SOUTHWEST CORNER OF THE STATION, 1.0 FOOT
 MK0363'SOUTH OF THE SOUTH WALL OF THE STATION, 0.7 FOOT SOUTH OF A
 MK0363'REFERENCE POST, SET IN A CONCRETE POST ABOUT FLUSH WITH THE
 MK0363'TOP OF THE GROUND.
 MK0363
 MK0363                          STATION RECOVERY (1968)
 MK0363
 MK0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0363'RECOVERED IN GOOD CONDITION.
 MK0363
 MK0363                          STATION RECOVERY (2016)
 MK0363
 MK0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MK0363'FOUND GOOD CONDITION,FLUSH, SOUTH 84.5 FT.TO CENTERLINE OF G
 MK0363'STREET,EAST 36.5 FT. TO CENTERLINE GRAVEL RD.LAT.41 46 18.85LONG. 096
 MK0363'13 20.8. NOT GPSABLE.
 MK0363
 MK0363                          STATION RECOVERY (2017)
 MK0363
 MK0363'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MK0363'TRACKS HAVE BEEN REMOVED AND THE DEPOT BUILDING IS IN DECREPIT
 MK0363'CONDITION.  IF THE BUILDING IS RAZED THE MARK WILL PROBABLY BE LOST
 MK0363'DUE TO THE PROXIMITY TO THE SOUTH WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0583 ***********************************************************************
 NM0583  DESIGNATION -  K 246
 NM0583  PID         -  NM0583
 NM0583  STATE/COUNTY-  NE/CUMING
 NM0583  COUNTRY     -  US
 NM0583  USGS QUAD   -  PENDER (2017)
 NM0583
 NM0583                         *CURRENT SURVEY CONTROL
 NM0583  ______________________________________________________________________
 NM0583* NAD 83(1986) POSITION- 42 03 21.     (N) 096 37 58.     (W)   SCALED
 NM0583* NAVD 88 ORTHO HEIGHT -   397.910 (meters)     1305.48  (feet) ADJUSTED
 NM0583  ______________________________________________________________________
 NM0583  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 NM0583  DYNAMIC HEIGHT  -        397.767 (meters)     1305.01  (feet) COMP
 NM0583  MODELED GRAVITY -    980,249.1   (mgal)                       NAVD 88
 NM0583
 NM0583  VERT ORDER      -  SECOND    CLASS 0
 NM0583
 NM0583.The horizontal coordinates were scaled from a map and have
 NM0583.an estimated accuracy of +/- 6 seconds.
 NM0583
 NM0583.The orthometric height was determined by differential leveling and
 NM0583.adjusted by the NATIONAL GEODETIC SURVEY
 NM0583.in June 1991.
 NM0583
 NM0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0583.GEOID18 height accuracy estimate available here.
 NM0583
 NM0583.Click photographs - Photos may exist for this station.
 NM0583
 NM0583.The dynamic height is computed by dividing the NAVD 88
 NM0583.geopotential number by the normal gravity value computed on the
 NM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0583.degrees latitude (g = 980.6199 gals.).
 NM0583
 NM0583.The modeled gravity was interpolated from observed gravity values.
 NM0583
 NM0583;                    North         East    Units  Estimated Accuracy
 NM0583;SPC NE       -   252,180.      778,580.      MT  (+/- 180 meters Scaled)
 NM0583
 NM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM958586(NAD 83)
 NM0583
 NM0583                          SUPERSEDED SURVEY CONTROL
 NM0583
 NM0583  NGVD 29 (??/??/92)  397.754  (m)         1304.96   (f) ADJ UNCH    2 0
 NM0583
 NM0583.Superseded values are not recommended for survey control.
 NM0583
 NM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0583.See file dsdata.pdf to determine how the superseded data were derived.
 NM0583
 NM0583_MARKER: DB = BENCH MARK DISK
 NM0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0583_STAMPING: K 246 1947
 NM0583_MARK LOGO: CGS
 NM0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0583+STABILITY: SURFACE MOTION
 NM0583
 NM0583  HISTORY     - Date     Condition        Report By
 NM0583  HISTORY     - 1947     MONUMENTED       CGS
 NM0583
 NM0583                          STATION DESCRIPTION
 NM0583
 NM0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0583'4.2 MI NW FROM BANCROFT.
 NM0583'4.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0583'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0583'BANCROFT, DIRECTLY ACROSS THE TRACK AND THE HIGHWAY FROM MILE
 NM0583'POST SU.C. 47, 133.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 NM0583'FROM THE NORTHEAST RAIL OF THE TRACK, 50.0 FEET NORTHEAST OF
 NM0583'THE CENTER OF THE HIGHWAY, 30.0 FEET EAST OF THE CENTER OF
 NM0583'A NORTH-SOUTH DIRT ROAD, 23.0 FEET NORTH OF A FENCE CORNER POST,
 NM0583'22.0 FEET NORTH OF A POWER LINE POLE WHICH IS THE CROSSING OF
 NM0583'TWO POWER LINES, 0.7 FOOT WEST OF THE EAST RIGHT OF WAY FENCE,
 NM0583'1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 NM0583'ABOUT THE SAME ELEVATION AS THE ROAD AND THE HIGHWAY AND PROJECTING
 NM0583'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0435 ***********************************************************************
 MK0435  DESIGNATION -  K 247 RESET
 MK0435  PID         -  MK0435
 MK0435  STATE/COUNTY-  NE/WASHINGTON
 MK0435  COUNTRY     -  US
 MK0435  USGS QUAD   -  NICKERSON (2017)
 MK0435
 MK0435                         *CURRENT SURVEY CONTROL
 MK0435  ______________________________________________________________________
 MK0435* NAD 83(1986) POSITION- 41 32 17.     (N) 096 22 44.     (W)   SCALED
 MK0435* NAVD 88 ORTHO HEIGHT -   393.43  (meters)     1290.8   (feet) RESET
 MK0435  ______________________________________________________________________
 MK0435  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 MK0435  VERT ORDER      -  THIRD
 MK0435
 MK0435.The horizontal coordinates were scaled from a map and have
 MK0435.an estimated accuracy of +/- 6 seconds.
 MK0435
 MK0435.The orthometric height was computed from unverified reset data.
 MK0435
 MK0435.No vertical observational check was made to the station.
 MK0435
 MK0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0435.GEOID18 height accuracy estimate available here.
 MK0435
 MK0435.Click photographs - Photos may exist for this station.
 MK0435
 MK0435;                    North         East    Units  Estimated Accuracy
 MK0435;SPC NE       -   195,590.      801,980.      MT  (+/- 180 meters Scaled)
 MK0435
 MK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM186018(NAD 83)
 MK0435
 MK0435                          SUPERSEDED SURVEY CONTROL
 MK0435
 MK0435  NGVD 29 (??/??/??)  393.29   (m)         1290.3    (f) RESET       3  
 MK0435
 MK0435.Superseded values are not recommended for survey control.
 MK0435
 MK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0435.See file dsdata.pdf to determine how the superseded data were derived.
 MK0435
 MK0435_MARKER: DB = BENCH MARK DISK
 MK0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0435_STAMPING: K 247 1947 RESET 1964
 MK0435_MARK LOGO: CGS
 MK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0435+STABILITY: SURFACE MOTION
 MK0435
 MK0435  HISTORY     - Date     Condition        Report By
 MK0435  HISTORY     - 1964     MONUMENTED       BOR
 MK0435
 MK0435                          STATION DESCRIPTION
 MK0435
 MK0435'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0435'2.8 MI E FROM FONTANELLE.
 MK0435'ABOUT 0.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 MK0435'FONTANELLE, THENCE 2.65 MILES EAST ALONG STATE HIGHWAY 91, AT
 MK0435'THE TOP OF A HILL, 43 FEET NORTH AND 3.0 FEET EAST OF THE
 MK0435'NORTHWEST CORNER OF A LARGE BARN, 26 FEET SOUTH AND 11 FEET WEST
 MK0435'OF THE ORIGINAL BENCH MARK LOCATION, AND SET IN THE TOP OF A
 MK0435'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0540 ***********************************************************************
 NM0540  DESIGNATION -  K 248
 NM0540  PID         -  NM0540
 NM0540  STATE/COUNTY-  NE/THURSTON
 NM0540  COUNTRY     -  US
 NM0540  USGS QUAD   -  WALTHILL SW (2017)
 NM0540
 NM0540                         *CURRENT SURVEY CONTROL
 NM0540  ______________________________________________________________________
 NM0540* NAD 83(1986) POSITION- 42 02 46.     (N) 096 24 17.     (W)   SCALED
 NM0540* NAVD 88 ORTHO HEIGHT -   398.334 (meters)     1306.87  (feet) ADJUSTED
 NM0540  ______________________________________________________________________
 NM0540  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 NM0540  DYNAMIC HEIGHT  -        398.192 (meters)     1306.40  (feet) COMP
 NM0540  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 NM0540
 NM0540  VERT ORDER      -  SECOND    CLASS 0
 NM0540
 NM0540.The horizontal coordinates were scaled from a map and have
 NM0540.an estimated accuracy of +/- 6 seconds.
 NM0540
 NM0540.The orthometric height was determined by differential leveling and
 NM0540.adjusted by the NATIONAL GEODETIC SURVEY
 NM0540.in June 1991.
 NM0540
 NM0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0540.GEOID18 height accuracy estimate available here.
 NM0540
 NM0540.Click photographs - Photos may exist for this station.
 NM0540
 NM0540.The dynamic height is computed by dividing the NAVD 88
 NM0540.geopotential number by the normal gravity value computed on the
 NM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0540.degrees latitude (g = 980.6199 gals.).
 NM0540
 NM0540.The modeled gravity was interpolated from observed gravity values.
 NM0540
 NM0540;                    North         East    Units  Estimated Accuracy
 NM0540;SPC NE       -   251,860.      797,480.      MT  (+/- 180 meters Scaled)
 NM0540
 NM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM147581(NAD 83)
 NM0540
 NM0540                          SUPERSEDED SURVEY CONTROL
 NM0540
 NM0540  NGVD 29 (??/??/92)  398.185  (m)         1306.38   (f) ADJ UNCH    2 0
 NM0540
 NM0540.Superseded values are not recommended for survey control.
 NM0540
 NM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0540.See file dsdata.pdf to determine how the superseded data were derived.
 NM0540
 NM0540_MARKER: DB = BENCH MARK DISK
 NM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0540_STAMPING: K 248 1947
 NM0540_MARK LOGO: CGS
 NM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0540+STABILITY: SURFACE MOTION
 NM0540
 NM0540  HISTORY     - Date     Condition        Report By
 NM0540  HISTORY     - 1947     MONUMENTED       CGS
 NM0540  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0540
 NM0540                          STATION DESCRIPTION
 NM0540
 NM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0540'6 MI SE FROM ROSALIE.
 NM0540'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0540'THENCE EAST 5.5 MILES ALONG A DIRT AND GRAVEL ROAD, AT A DIRT
 NM0540'CROSS ROAD AND THE DISTRICT NO. 22 SCHOOL, 80.2 FEET NORTH OF
 NM0540'A POWER POLE, 50.8 FEET NORTH OF THE CENTER OF THE EAST-WEST
 NM0540'ROAD, 47.5 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 NM0540'YARD, 18.7 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 NM0540'16.4 FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF A WIRE
 NM0540'FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0540'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 NM0540'NOTE-- PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 NM0540
 NM0540                          STATION RECOVERY (1965)
 NM0540
 NM0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0540'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0269 ***********************************************************************
 LH0269  DESIGNATION -  K 249
 LH0269  PID         -  LH0269
 LH0269  STATE/COUNTY-  NE/WEBSTER
 LH0269  COUNTRY     -  US
 LH0269  USGS QUAD   -  BLUE HILL (2017)
 LH0269
 LH0269                         *CURRENT SURVEY CONTROL
 LH0269  ______________________________________________________________________
 LH0269* NAD 83(1986) POSITION- 40 19 44.     (N) 098 27 00.     (W)   SCALED
 LH0269* NAVD 88 ORTHO HEIGHT -   603.393 (meters)     1979.63  (feet) ADJUSTED
 LH0269  ______________________________________________________________________
 LH0269  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 LH0269  DYNAMIC HEIGHT  -        603.036 (meters)     1978.46  (feet) COMP
 LH0269  MODELED GRAVITY -    980,013.0   (mgal)                       NAVD 88
 LH0269
 LH0269  VERT ORDER      -  FIRST     CLASS II
 LH0269
 LH0269.The horizontal coordinates were scaled from a map and have
 LH0269.an estimated accuracy of +/- 6 seconds.
 LH0269
 LH0269.The orthometric height was determined by differential leveling and
 LH0269.adjusted by the NATIONAL GEODETIC SURVEY
 LH0269.in June 1991.
 LH0269
 LH0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0269.GEOID18 height accuracy estimate available here.
 LH0269
 LH0269.Click photographs - Photos may exist for this station.
 LH0269
 LH0269.The dynamic height is computed by dividing the NAVD 88
 LH0269.geopotential number by the normal gravity value computed on the
 LH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0269.degrees latitude (g = 980.6199 gals.).
 LH0269
 LH0269.The modeled gravity was interpolated from observed gravity values.
 LH0269
 LH0269;                    North         East    Units  Estimated Accuracy
 LH0269;SPC NE       -    56,200.      631,700.      MT  (+/- 180 meters Scaled)
 LH0269
 LH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK467644(NAD 83)
 LH0269
 LH0269                          SUPERSEDED SURVEY CONTROL
 LH0269
 LH0269  NGVD 29 (??/??/92)  603.165  (m)         1978.88   (f) ADJ UNCH    1 2
 LH0269
 LH0269.Superseded values are not recommended for survey control.
 LH0269
 LH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0269.See file dsdata.pdf to determine how the superseded data were derived.
 LH0269
 LH0269_MARKER: DB = BENCH MARK DISK
 LH0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0269_SP_SET: BUILDING WALL
 LH0269_STAMPING: K 249 1947
 LH0269_MARK LOGO: CGS
 LH0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0269
 LH0269  HISTORY     - Date     Condition        Report By
 LH0269  HISTORY     - 1947     MONUMENTED       CGS
 LH0269  HISTORY     - 1981     GOOD             NGS
 LH0269
 LH0269                          STATION DESCRIPTION
 LH0269
 LH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0269'AT BLUE HILL.
 LH0269'AT BLUE HILL, IN THE WEST WALL OF THE PUBLIC SCHOOL BUILDING,
 LH0269'0.7 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, SET
 LH0269'VERTICALLY IN A DRILL HOLE IN A BRICK WALL 3.1 FEET ABOVE THE
 LH0269'SURFACE OF THE GROUND.
 LH0269
 LH0269                          STATION RECOVERY (1981)
 LH0269
 LH0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0269'THE SCHOOL BUILDING NOW HOUSES THE ELEMENTARY GRADES ONLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0038 ***********************************************************************
 LJ0038  DESIGNATION -  K 25
 LJ0038  PID         -  LJ0038
 LJ0038  STATE/COUNTY-  NE/FURNAS
 LJ0038  COUNTRY     -  US
 LJ0038  USGS QUAD   -  HOLBROOK (2017)
 LJ0038
 LJ0038                         *CURRENT SURVEY CONTROL
 LJ0038  ______________________________________________________________________
 LJ0038* NAD 83(1986) POSITION- 40 17 44.     (N) 100 03 43.     (W)   SCALED
 LJ0038* NAVD 88 ORTHO HEIGHT -   676.191 (meters)     2218.47  (feet) ADJUSTED
 LJ0038  ______________________________________________________________________
 LJ0038  GEOID HEIGHT    -        -24.446 (meters)                     GEOID18
 LJ0038  DYNAMIC HEIGHT  -        675.762 (meters)     2217.06  (feet) COMP
 LJ0038  MODELED GRAVITY -    979,968.8   (mgal)                       NAVD 88
 LJ0038
 LJ0038  VERT ORDER      -  FIRST     CLASS II
 LJ0038
 LJ0038.The horizontal coordinates were scaled from a map and have
 LJ0038.an estimated accuracy of +/- 6 seconds.
 LJ0038
 LJ0038.The orthometric height was determined by differential leveling and
 LJ0038.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0038.in June 1991.
 LJ0038
 LJ0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0038.GEOID18 height accuracy estimate available here.
 LJ0038
 LJ0038.Click photographs - Photos may exist for this station.
 LJ0038
 LJ0038.The dynamic height is computed by dividing the NAVD 88
 LJ0038.geopotential number by the normal gravity value computed on the
 LJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0038.degrees latitude (g = 980.6199 gals.).
 LJ0038
 LJ0038.The modeled gravity was interpolated from observed gravity values.
 LJ0038
 LJ0038;                    North         East    Units  Estimated Accuracy
 LJ0038;SPC NE       -    51,320.      494,730.      MT  (+/- 180 meters Scaled)
 LJ0038
 LJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK097611(NAD 83)
 LJ0038
 LJ0038                          SUPERSEDED SURVEY CONTROL
 LJ0038
 LJ0038  NGVD 29 (??/??/92)  675.901  (m)         2217.52   (f) ADJ UNCH    1 2
 LJ0038
 LJ0038.Superseded values are not recommended for survey control.
 LJ0038
 LJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0038.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0038
 LJ0038_MARKER: DB = BENCH MARK DISK
 LJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0038_STAMPING: 2217.519 K 25 1933
 LJ0038_MARK LOGO: CGS
 LJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0038+STABILITY: SURFACE MOTION
 LJ0038
 LJ0038  HISTORY     - Date     Condition        Report By
 LJ0038  HISTORY     - 1933     MONUMENTED       CGS
 LJ0038  HISTORY     - 1958     MARK NOT FOUND   USGS
 LJ0038
 LJ0038                          STATION DESCRIPTION
 LJ0038
 LJ0038'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LJ0038'2.7 MI W FROM HOLBROOK.
 LJ0038'2.7 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LJ0038'QUINCY RAILROAD FROM THE STATION AT HOLBROOK, FURNAS COUNTY,
 LJ0038'21 FEET WEST OF MILEPOST 257, ABOUT 1500 FEET SOUTH OF THE
 LJ0038'PRESENT MAIN TRACK, AT A FARM ROAD CROSSIN, 43 FEET SOUTH OF
 LJ0038'THE SOUTH RAIL, AND 19 FEET EAST OF THE ROAD.  A STANDARD DISK,
 LJ0038'STAMPED K 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LJ0038'6 INCHES ABOVE GROUND.  NOW STAMPED 2217.519 K 25 1933.
 LJ0038'NOTE-- THE AREA IS NOW UNDER CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0263 ***********************************************************************
 LH0263  DESIGNATION -  K 250
 LH0263  PID         -  LH0263
 LH0263  STATE/COUNTY-  NE/WEBSTER
 LH0263  COUNTRY     -  US
 LH0263  USGS QUAD   -  BLUE HILL (2017)
 LH0263
 LH0263                         *CURRENT SURVEY CONTROL
 LH0263  ______________________________________________________________________
 LH0263* NAD 83(1986) POSITION- 40 17 30.     (N) 098 28 35.     (W)   SCALED
 LH0263* NAVD 88 ORTHO HEIGHT -   610.466 (meters)     2002.84  (feet) ADJUSTED
 LH0263  ______________________________________________________________________
 LH0263  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 LH0263  DYNAMIC HEIGHT  -        610.098 (meters)     2001.63  (feet) COMP
 LH0263  MODELED GRAVITY -    980,003.7   (mgal)                       NAVD 88
 LH0263
 LH0263  VERT ORDER      -  FIRST     CLASS II
 LH0263
 LH0263.The horizontal coordinates were scaled from a map and have
 LH0263.an estimated accuracy of +/- 6 seconds.
 LH0263
 LH0263.The orthometric height was determined by differential leveling and
 LH0263.adjusted by the NATIONAL GEODETIC SURVEY
 LH0263.in June 1991.
 LH0263
 LH0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0263.GEOID18 height accuracy estimate available here.
 LH0263
 LH0263.Click photographs - Photos may exist for this station.
 LH0263
 LH0263.The dynamic height is computed by dividing the NAVD 88
 LH0263.geopotential number by the normal gravity value computed on the
 LH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0263.degrees latitude (g = 980.6199 gals.).
 LH0263
 LH0263.The modeled gravity was interpolated from observed gravity values.
 LH0263
 LH0263;                    North         East    Units  Estimated Accuracy
 LH0263;SPC NE       -    52,030.      629,530.      MT  (+/- 180 meters Scaled)
 LH0263
 LH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK445602(NAD 83)
 LH0263
 LH0263                          SUPERSEDED SURVEY CONTROL
 LH0263
 LH0263  NGVD 29 (??/??/92)  610.235  (m)         2002.08   (f) ADJ UNCH    1 2
 LH0263
 LH0263.Superseded values are not recommended for survey control.
 LH0263
 LH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0263.See file dsdata.pdf to determine how the superseded data were derived.
 LH0263
 LH0263_MARKER: DB = BENCH MARK DISK
 LH0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0263_SP_SET: BOX CULVERT HEADWALL
 LH0263_STAMPING: K 250 1947
 LH0263_MARK LOGO: CGS
 LH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0263+STABILITY: SURFACE MOTION
 LH0263
 LH0263  HISTORY     - Date     Condition        Report By
 LH0263  HISTORY     - 1947     MONUMENTED       CGS
 LH0263
 LH0263                          STATION DESCRIPTION
 LH0263
 LH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0263'5.1 MI SW FROM BLUE HILL.
 LH0263'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0263'AND QUINCY RAILWAY STATION AT BLUE HILL, THENCE 3.0 MILES
 LH0263'SOUTH ALONG U.S. HIGHWAY 281, THENCE 1.7 MILES WEST ALONG U.S.
 LH0263'HIGHWAY 281 AND STATE HIGHWAY 4, 33.0 FEET SOUTH OF AND 8 FEET
 LH0263'LOWER THAN THE CENTER LINE OF THE HIGHWAY, SET IN A DRILL
 LH0263'HOLE IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 4-FOOT
 LH0263'BY 6-FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0264 ***********************************************************************
 LH0264  DESIGNATION -  K 250 RESET
 LH0264  PID         -  LH0264
 LH0264  STATE/COUNTY-  NE/WEBSTER
 LH0264  COUNTRY     -  US
 LH0264  USGS QUAD   -  BLUE HILL (2017)
 LH0264
 LH0264                         *CURRENT SURVEY CONTROL
 LH0264  ______________________________________________________________________
 LH0264* NAD 83(1986) POSITION- 40 17 31.     (N) 098 28 36.     (W)   SCALED
 LH0264* NAVD 88 ORTHO HEIGHT -   610.73  (meters)     2003.7   (feet) RESET
 LH0264  ______________________________________________________________________
 LH0264  GEOID HEIGHT    -        -25.798 (meters)                     GEOID18
 LH0264  VERT ORDER      -  THIRD
 LH0264
 LH0264.The horizontal coordinates were scaled from a map and have
 LH0264.an estimated accuracy of +/- 6 seconds.
 LH0264
 LH0264.The orthometric height was computed from unverified reset data.
 LH0264
 LH0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0264.GEOID18 height accuracy estimate available here.
 LH0264
 LH0264.Click photographs - Photos may exist for this station.
 LH0264
 LH0264;                    North         East    Units  Estimated Accuracy
 LH0264;SPC NE       -    52,060.      629,510.      MT  (+/- 180 meters Scaled)
 LH0264
 LH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK444602(NAD 83)
 LH0264
 LH0264                          SUPERSEDED SURVEY CONTROL
 LH0264
 LH0264  NGVD 29 (??/??/??)  610.50   (m)         2002.9    (f) RESET       3  
 LH0264
 LH0264.Superseded values are not recommended for survey control.
 LH0264
 LH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0264.See file dsdata.pdf to determine how the superseded data were derived.
 LH0264
 LH0264_MARKER: DB = BENCH MARK DISK
 LH0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0264_SP_SET: BOX CULVERT HEADWALL
 LH0264_STAMPING: K 250 1947 RESET 1962
 LH0264_MARK LOGO: CGS
 LH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0264+STABILITY: SURFACE MOTION
 LH0264
 LH0264  HISTORY     - Date     Condition        Report By
 LH0264  HISTORY     - 1962     MONUMENTED       CGS
 LH0264  HISTORY     - 1981     GOOD             NGS
 LH0264
 LH0264                          STATION DESCRIPTION
 LH0264
 LH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LH0264'5.1 MI SW FROM BLUE HILL.
 LH0264'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0264'AND QUINCY RAILROAD STATION AT BLUE HILL, WEBSTER COUNTY, THENCE
 LH0264'3.0 MILES SOUTH ALONG U.S. HIGHWAY 281, AND THENCE 1.7 MILES
 LH0264'WEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4, AT A 4- BY
 LH0264'6-FOOT CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE EAST
 LH0264'END OF THE SOUTH HEADWALL, 46 FEET SOUTH OF THE CENTER OF THE
 LH0264'HIGHWAY AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.  ALSO, 1.1
 LH0264'MILES WEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4 FROM A POINT
 LH0264'WHERE THE BURLINGTON, CHICAGO AND QUINCY RAILROAD CROSSES
 LH0264'THE HIGHWAY, AND BENCH MARK N 249 1947.
 LH0264
 LH0264                          STATION RECOVERY (1981)
 LH0264
 LH0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0914 ***********************************************************************
 MJ0914  DESIGNATION -  K 253
 MJ0914  PID         -  MJ0914
 MJ0914  STATE/COUNTY-  NE/DOUGLAS
 MJ0914  COUNTRY     -  US
 MJ0914  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0914
 MJ0914                         *CURRENT SURVEY CONTROL
 MJ0914  ______________________________________________________________________
 MJ0914* NAD 83(1986) POSITION- 41 17 56.     (N) 095 56 11.     (W)   SCALED
 MJ0914* NAVD 88 ORTHO HEIGHT -   299.318 (meters)      982.01  (feet) ADJUSTED
 MJ0914  ______________________________________________________________________
 MJ0914  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 MJ0914  DYNAMIC HEIGHT  -        299.191 (meters)      981.60  (feet) COMP
 MJ0914  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 MJ0914
 MJ0914  VERT ORDER      -  FIRST     CLASS II
 MJ0914
 MJ0914.The horizontal coordinates were scaled from a map and have
 MJ0914.an estimated accuracy of +/- 6 seconds.
 MJ0914
 MJ0914.The orthometric height was determined by differential leveling and
 MJ0914.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0914.in June 1991.
 MJ0914
 MJ0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0914.GEOID18 height accuracy estimate available here.
 MJ0914
 MJ0914.Click photographs - Photos may exist for this station.
 MJ0914
 MJ0914.The dynamic height is computed by dividing the NAVD 88
 MJ0914.geopotential number by the normal gravity value computed on the
 MJ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0914.degrees latitude (g = 980.6199 gals.).
 MJ0914
 MJ0914.The modeled gravity was interpolated from observed gravity values.
 MJ0914
 MJ0914;                    North         East    Units  Estimated Accuracy
 MJ0914;SPC NE       -   170,710.      840,100.      MT  (+/- 180 meters Scaled)
 MJ0914
 MJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541760(NAD 83)
 MJ0914
 MJ0914                          SUPERSEDED SURVEY CONTROL
 MJ0914
 MJ0914  NGVD 29 (??/??/92)  299.264  (m)          981.84   (f) ADJ UNCH    1 2
 MJ0914
 MJ0914.Superseded values are not recommended for survey control.
 MJ0914
 MJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0914.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0914
 MJ0914_MARKER: DB = BENCH MARK DISK
 MJ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0914_STAMPING: K 253 1947
 MJ0914_MARK LOGO: CGS
 MJ0914_PROJECTION: RECESSED 10 CENTIMETERS
 MJ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0914+STABILITY: SURFACE MOTION
 MJ0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0914+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 MJ0914
 MJ0914  HISTORY     - Date     Condition        Report By
 MJ0914  HISTORY     - 1947     MONUMENTED       CGS
 MJ0914  HISTORY     - 1976     GOOD             LOCSUR
 MJ0914  HISTORY     - 19890823 GOOD             NGS
 MJ0914
 MJ0914                          STATION DESCRIPTION
 MJ0914
 MJ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0914'AT OMAHA.
 MJ0914'AT OMAHA, ABOUT 80 YARDS SOUTHEAST OF THE INTERSECTION OF AMES
 MJ0914'AVENUE AND SIXTEENTH STREET, IN THE NORTHWEST CORNER OF BOYD
 MJ0914'PARK, 107.5 FEET EAST OF THE EAST CURB OF SIXTEENTH STREET,
 MJ0914'51.7 FEET SOUTHWEST OF A FENCE CORNER AT THE SOUTHWEST CORNER OF
 MJ0914'A GARDEN, 40.4 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ALLEY,
 MJ0914'BETWEEN TWO SMALL ASH TREES, IN LINE WITH A ROW OF SMALL TREES,
 MJ0914'24.8 FEET SOUTH OF A SMALL ELM TREE, 24.7 FEET WEST OF ONE OF THE
 MJ0914'SMALL ASH TREES, 20 FEET EAST OF THE OTHER ASH TREE, SET IN
 MJ0914'THE TOP OF A CONCRETE POST WHICH IS 4 INCHES BELOW THE GROUND.
 MJ0914
 MJ0914                          STATION RECOVERY (1976)
 MJ0914
 MJ0914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0914'RECOVERED IN GOOD CONDITION.
 MJ0914
 MJ0914                          STATION RECOVERY (1989)
 MJ0914
 MJ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0914'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION,
 MJ0914'DELETE--24.8 FEET SOUTH OF A SMALL ELM TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0652 ***********************************************************************
 MK0652  DESIGNATION -  K 254
 MK0652  PID         -  MK0652
 MK0652  STATE/COUNTY-  NE/DOUGLAS
 MK0652  COUNTRY     -  US
 MK0652  USGS QUAD   -  RALSTON (2017)
 MK0652
 MK0652                         *CURRENT SURVEY CONTROL
 MK0652  ______________________________________________________________________
 MK0652* NAD 83(1986) POSITION- 41 14 56.     (N) 096 00 18.     (W)   SCALED
 MK0652* NAVD 88 ORTHO HEIGHT -   344.315 (meters)     1129.64  (feet) ADJUSTED
 MK0652  ______________________________________________________________________
 MK0652  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 MK0652  DYNAMIC HEIGHT  -        344.169 (meters)     1129.16  (feet) COMP
 MK0652  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 MK0652
 MK0652  VERT ORDER      -  FIRST     CLASS II
 MK0652
 MK0652.The horizontal coordinates were scaled from a map and have
 MK0652.an estimated accuracy of +/- 6 seconds.
 MK0652
 MK0652.The orthometric height was determined by differential leveling and
 MK0652.adjusted by the NATIONAL GEODETIC SURVEY
 MK0652.in June 1991.
 MK0652
 MK0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0652.GEOID18 height accuracy estimate available here.
 MK0652
 MK0652.Click photographs - Photos may exist for this station.
 MK0652
 MK0652.The dynamic height is computed by dividing the NAVD 88
 MK0652.geopotential number by the normal gravity value computed on the
 MK0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0652.degrees latitude (g = 980.6199 gals.).
 MK0652
 MK0652.The modeled gravity was interpolated from observed gravity values.
 MK0652
 MK0652;                    North         East    Units  Estimated Accuracy
 MK0652;SPC NE       -   164,900.      834,620.      MT  (+/- 180 meters Scaled)
 MK0652
 MK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL509707(NAD 83)
 MK0652
 MK0652                          SUPERSEDED SURVEY CONTROL
 MK0652
 MK0652  NGVD 29 (??/??/92)  344.192  (m)         1129.24   (f) ADJ UNCH    1 2
 MK0652
 MK0652.Superseded values are not recommended for survey control.
 MK0652
 MK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0652.See file dsdata.pdf to determine how the superseded data were derived.
 MK0652
 MK0652_MARKER: DB = BENCH MARK DISK
 MK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0652_STAMPING: K 254 1947
 MK0652_MARK LOGO: CGS
 MK0652_PROJECTION: FLUSH
 MK0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0652+STABILITY: SURFACE MOTION
 MK0652
 MK0652  HISTORY     - Date     Condition        Report By
 MK0652  HISTORY     - 1947     MONUMENTED       CGS
 MK0652  HISTORY     - 1976     GOOD             LOCSUR
 MK0652
 MK0652                          STATION DESCRIPTION
 MK0652
 MK0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0652'AT OMAHA.
 MK0652'AT OMAHA, AT THE JUNCTION OF PACIFIC AND 60TH STREETS, 79.9
 MK0652'FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK HOUSE
 MK0652'NUMBER 5924 PACIFIC STREET, 25.8 FEET NORTH OF THE EXTENDED
 MK0652'LINE OF THE NORTH CURB OF PACIFIC STREET, 19.3 FEET WEST OF THE
 MK0652'EXTENDED LINE OF THE WEST CURB OF 60TH STREET, 5.0 FEET EAST OF
 MK0652'THE JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE REFERENCE BLOCK
 MK0652'WHICH HAS USBM 5 AND A LINE POINTING TOWARDS THE BENCH MARK
 MK0652'STENCILED ON THE TOP AND WHICH IS SET FLUSH WITH THE GROUND, SET
 MK0652'IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MK0652
 MK0652                          STATION RECOVERY (1976)
 MK0652
 MK0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0652'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0919 ***********************************************************************
 MJ0919  DESIGNATION -  K 255
 MJ0919  PID         -  MJ0919
 MJ0919  STATE/COUNTY-  NE/DOUGLAS
 MJ0919  COUNTRY     -  US
 MJ0919  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0919
 MJ0919                         *CURRENT SURVEY CONTROL
 MJ0919  ______________________________________________________________________
 MJ0919* NAD 83(1986) POSITION- 41 18 16.     (N) 095 54 51.     (W)   SCALED
 MJ0919* NAVD 88 ORTHO HEIGHT -   298.716 (meters)      980.04  (feet) ADJUSTED
 MJ0919  ______________________________________________________________________
 MJ0919  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 MJ0919  DYNAMIC HEIGHT  -        298.590 (meters)      979.62  (feet) COMP
 MJ0919  MODELED GRAVITY -    980,194.4   (mgal)                       NAVD 88
 MJ0919
 MJ0919  VERT ORDER      -  FIRST     CLASS II
 MJ0919
 MJ0919.The horizontal coordinates were scaled from a map and have
 MJ0919.an estimated accuracy of +/- 6 seconds.
 MJ0919
 MJ0919.The orthometric height was determined by differential leveling and
 MJ0919.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0919.in June 1991.
 MJ0919
 MJ0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0919.GEOID18 height accuracy estimate available here.
 MJ0919
 MJ0919.Click photographs - Photos may exist for this station.
 MJ0919
 MJ0919.The dynamic height is computed by dividing the NAVD 88
 MJ0919.geopotential number by the normal gravity value computed on the
 MJ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0919.degrees latitude (g = 980.6199 gals.).
 MJ0919
 MJ0919.The modeled gravity was interpolated from observed gravity values.
 MJ0919
 MJ0919;                    North         East    Units  Estimated Accuracy
 MJ0919;SPC NE       -   171,410.      841,930.      MT  (+/- 180 meters Scaled)
 MJ0919
 MJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560766(NAD 83)
 MJ0919
 MJ0919                          SUPERSEDED SURVEY CONTROL
 MJ0919
 MJ0919  NGVD 29 (??/??/92)  298.587  (m)          979.61   (f) ADJ UNCH    1 2
 MJ0919
 MJ0919.Superseded values are not recommended for survey control.
 MJ0919
 MJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0919.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0919
 MJ0919_MARKER: DB = BENCH MARK DISK
 MJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0919_STAMPING: K 255 1947
 MJ0919_MARK LOGO: CGS
 MJ0919_PROJECTION: RECESSED 6 CENTIMETERS
 MJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0919+STABILITY: SURFACE MOTION
 MJ0919
 MJ0919  HISTORY     - Date     Condition        Report By
 MJ0919  HISTORY     - 1947     MONUMENTED       CGS
 MJ0919  HISTORY     - 1976     GOOD             LOCSUR
 MJ0919
 MJ0919                          STATION DESCRIPTION
 MJ0919
 MJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0919'AT OMAHA.
 MJ0919'AT OMAHA, 1.05 MILE NORTHWEST OF THE OMAHA MUNICIPAL AIRPORT
 MJ0919'ADMINISTRATION BUILDING, AT A LARGE GROVE OF COTTONWOOD TREES,
 MJ0919'64.5 FEET SOUTHWEST OF A 30-INCH COTTONWOOD TREE WHICH IS 10
 MJ0919'FEET SOUTH OF CARTER LAKE BLVD. AND WHICH IS THE EASTERNMOST
 MJ0919'TREE OF THE LARGE GROVE, 38.5 FEET SOUTH OF AN ARROW CHISELED
 MJ0919'ON THE SOUTHERN CONCRETE BORDER OF THE ASPHALT PAVEMENT OF
 MJ0919'CARTER LAKE BLVD., 13.6 FEET SOUTH-SOUTHEAST OF A STAR DRILL
 MJ0919'DRIVEN INTO THE BASE OF THE SOUTH FACE OF A 24-INCH COTTONWOOD
 MJ0919'TREE, 38.8 FEET NORTHWEST OF A 20-INCH COTTONWOOD TREE, 33.5
 MJ0919'FEET NORTH-NORTHEAST OF A 18-INCH COTTONWOOD TREE, 16.7 FEET
 MJ0919'SOUTHEAST OF A 18-INCH COTTONWOOD TREE, 5 FEET WEST OF THE
 MJ0919'JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE BLOCK WHICH
 MJ0919'IS FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE POINTING
 MJ0919'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP
 MJ0919'OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0919
 MJ0919                          STATION RECOVERY (1976)
 MJ0919
 MJ0919'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1031 ***********************************************************************
 LF1031  DESIGNATION -  K 256
 LF1031  PID         -  LF1031
 LF1031  STATE/COUNTY-  NE/CASS
 LF1031  COUNTRY     -  US
 LF1031  USGS QUAD   -  ROCK BLUFF (2017)
 LF1031
 LF1031                         *CURRENT SURVEY CONTROL
 LF1031  ______________________________________________________________________
 LF1031* NAD 83(1986) POSITION- 40 54 54.     (N) 095 52 14.     (W)   SCALED
 LF1031* NAVD 88 ORTHO HEIGHT -   342.765 (meters)     1124.55  (feet) ADJUSTED
 LF1031  ______________________________________________________________________
 LF1031  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 LF1031  DYNAMIC HEIGHT  -        342.616 (meters)     1124.07  (feet) COMP
 LF1031  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LF1031
 LF1031  VERT ORDER      -  SECOND    CLASS 0
 LF1031
 LF1031.The horizontal coordinates were scaled from a map and have
 LF1031.an estimated accuracy of +/- 6 seconds.
 LF1031
 LF1031.The orthometric height was determined by differential leveling and
 LF1031.adjusted by the NATIONAL GEODETIC SURVEY
 LF1031.in June 1991.
 LF1031
 LF1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1031.GEOID18 height accuracy estimate available here.
 LF1031
 LF1031.Click photographs - Photos may exist for this station.
 LF1031
 LF1031.The dynamic height is computed by dividing the NAVD 88
 LF1031.geopotential number by the normal gravity value computed on the
 LF1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1031.degrees latitude (g = 980.6199 gals.).
 LF1031
 LF1031.The modeled gravity was interpolated from observed gravity values.
 LF1031
 LF1031;                    North         East    Units  Estimated Accuracy
 LF1031;SPC NE       -   128,400.      847,650.      MT  (+/- 180 meters Scaled)
 LF1031
 LF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582332(NAD 83)
 LF1031
 LF1031                          SUPERSEDED SURVEY CONTROL
 LF1031
 LF1031  NGVD 29 (??/??/92)  342.662  (m)         1124.22   (f) ADJ UNCH    2 0
 LF1031
 LF1031.Superseded values are not recommended for survey control.
 LF1031
 LF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1031.See file dsdata.pdf to determine how the superseded data were derived.
 LF1031
 LF1031_MARKER: DB = BENCH MARK DISK
 LF1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1031_STAMPING: K 256 1947
 LF1031_MARK LOGO: CGS
 LF1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1031+STABILITY: SURFACE MOTION
 LF1031
 LF1031  HISTORY     - Date     Condition        Report By
 LF1031  HISTORY     - 1947     MONUMENTED       CGS
 LF1031  HISTORY     - 20100331 MARK NOT FOUND   NEGS
 LF1031
 LF1031                          STATION DESCRIPTION
 LF1031
 LF1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1031'3.2 MI E FROM MURRAY.
 LF1031'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1031'STATE BANK AT MURRAY, THENCE 2.2 MILES EAST ALONG A GRADED
 LF1031'DIRT ROAD, 0.2 MILE WEST OF A ROAD JUNCTION, ON TOP OF A HILL,
 LF1031'20.0 FEET SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF
 LF1031'THE ROAD, 13.6 FEET WEST OF THE WEST END OF A GATE AT AN
 LF1031'ENTRANCE TO A FIELD, 2.0 FEET EAST OF A 4 X 4 MARKER POST, 1.0
 LF1031'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LF1031'PROJECTS 1 INCH ABOVE THE GROUND.
 LF1031
 LF1031                          STATION RECOVERY (2010)
 LF1031
 LF1031'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF1031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1103 ***********************************************************************
 LF1103  DESIGNATION -  K 257
 LF1103  PID         -  LF1103
 LF1103  STATE/COUNTY-  NE/OTOE
 LF1103  COUNTRY     -  US
 LF1103  USGS QUAD   -  NEHAWKA (2017)
 LF1103
 LF1103                         *CURRENT SURVEY CONTROL
 LF1103  ______________________________________________________________________
 LF1103* NAD 83(1986) POSITION- 40 45 17.     (N) 095 57 00.     (W)   SCALED
 LF1103* NAVD 88 ORTHO HEIGHT -   317.085 (meters)     1040.30  (feet) ADJUSTED
 LF1103  ______________________________________________________________________
 LF1103  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 LF1103  DYNAMIC HEIGHT  -        316.924 (meters)     1039.77  (feet) COMP
 LF1103  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 LF1103
 LF1103  VERT ORDER      -  SECOND    CLASS 0
 LF1103
 LF1103.The horizontal coordinates were scaled from a map and have
 LF1103.an estimated accuracy of +/- 6 seconds.
 LF1103
 LF1103.The orthometric height was determined by differential leveling and
 LF1103.adjusted by the NATIONAL GEODETIC SURVEY
 LF1103.in June 1991.
 LF1103
 LF1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1103.GEOID18 height accuracy estimate available here.
 LF1103
 LF1103.Click photographs - Photos may exist for this station.
 LF1103
 LF1103.The dynamic height is computed by dividing the NAVD 88
 LF1103.geopotential number by the normal gravity value computed on the
 LF1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1103.degrees latitude (g = 980.6199 gals.).
 LF1103
 LF1103.The modeled gravity was interpolated from observed gravity values.
 LF1103
 LF1103;                    North         East    Units  Estimated Accuracy
 LF1103;SPC NE       -   110,310.      841,800.      MT  (+/- 180 meters Scaled)
 LF1103
 LF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF509157(NAD 83)
 LF1103
 LF1103                          SUPERSEDED SURVEY CONTROL
 LF1103
 LF1103  NGVD 29 (??/??/92)  316.972  (m)         1039.93   (f) ADJ UNCH    2 0
 LF1103
 LF1103.Superseded values are not recommended for survey control.
 LF1103
 LF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1103.See file dsdata.pdf to determine how the superseded data were derived.
 LF1103
 LF1103_MARKER: DB = BENCH MARK DISK
 LF1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1103_STAMPING: K 257 1947
 LF1103_MARK LOGO: CGS
 LF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1103+STABILITY: SURFACE MOTION
 LF1103
 LF1103  HISTORY     - Date     Condition        Report By
 LF1103  HISTORY     - 1947     MONUMENTED       CGS
 LF1103  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1103
 LF1103                          STATION DESCRIPTION
 LF1103
 LF1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1103'6.7 MI S FROM UNION.
 LF1103'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1103'RAILWAY STATION AT UNION, THENCE 4.0 MILES SOUTH ALONG U.S. HIGHWAYS
 LF1103'73-75, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 340.0 FEET
 LF1103'EAST OF THE EAST END OF A STEEL BRIDGE, 212.0 FEET WEST OF THE
 LF1103'WEST POLE OF DOUBLE TRANSMISSION LINE POLES, 25.0 FEET SOUTH OF
 LF1103'AND LEVEL WITH THE CENTER LINE OF THE ROAD, SET BETWEEN A 12
 LF1103'INCH ASH TREE AND A 16 INCH ASH TREE, 21.0 FEET EAST OF THE 16
 LF1103'INCH TREE AND 6.5 FEET WEST OF THE 12 INCH TREE, 2.0 FEET WEST OF
 LF1103'A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 LF1103'CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 LF1103'GROUND.
 LF1103
 LF1103                          STATION RECOVERY (1964)
 LF1103
 LF1103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0958 ***********************************************************************
 LF0958  DESIGNATION -  K 258
 LF0958  PID         -  LF0958
 LF0958  STATE/COUNTY-  NE/OTOE
 LF0958  COUNTRY     -  US
 LF0958  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0958
 LF0958                         *CURRENT SURVEY CONTROL
 LF0958  ______________________________________________________________________
 LF0958* NAD 83(1986) POSITION- 40 38 19.     (N) 095 48 52.     (W)   SCALED
 LF0958* NAVD 88 ORTHO HEIGHT -   297.144 (meters)      974.88  (feet) ADJUSTED
 LF0958  ______________________________________________________________________
 LF0958  GEOID HEIGHT    -        -29.449 (meters)                     GEOID18
 LF0958  DYNAMIC HEIGHT  -        296.987 (meters)      974.36  (feet) COMP
 LF0958  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LF0958
 LF0958  VERT ORDER      -  SECOND    CLASS 0
 LF0958
 LF0958.The horizontal coordinates were scaled from a map and have
 LF0958.an estimated accuracy of +/- 6 seconds.
 LF0958
 LF0958.The orthometric height was determined by differential leveling and
 LF0958.adjusted by the NATIONAL GEODETIC SURVEY
 LF0958.in June 1991.
 LF0958
 LF0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0958.GEOID18 height accuracy estimate available here.
 LF0958
 LF0958.Click photographs - Photos may exist for this station.
 LF0958
 LF0958.The dynamic height is computed by dividing the NAVD 88
 LF0958.geopotential number by the normal gravity value computed on the
 LF0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0958.degrees latitude (g = 980.6199 gals.).
 LF0958
 LF0958.The modeled gravity was interpolated from observed gravity values.
 LF0958
 LF0958;                    North         East    Units  Estimated Accuracy
 LF0958;SPC NE       -    97,980.      853,850.      MT  (+/- 180 meters Scaled)
 LF0958
 LF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619024(NAD 83)
 LF0958
 LF0958                          SUPERSEDED SURVEY CONTROL
 LF0958
 LF0958  NGVD 29 (??/??/92)  297.038  (m)          974.53   (f) ADJ UNCH    2 0
 LF0958
 LF0958.Superseded values are not recommended for survey control.
 LF0958
 LF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0958.See file dsdata.pdf to determine how the superseded data were derived.
 LF0958
 LF0958_MARKER: DB = BENCH MARK DISK
 LF0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0958_STAMPING: K 258 1947
 LF0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0958+STABILITY: SURFACE MOTION
 LF0958
 LF0958  HISTORY     - Date     Condition        Report By
 LF0958  HISTORY     - 1947     MONUMENTED       CGS
 LF0958
 LF0958                          STATION DESCRIPTION
 LF0958
 LF0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0958'4.7 MI SE FROM NEBRASKA CITY.
 LF0958'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0958'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0958'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE
 LF0958'SOUTHEAST ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG
 LF0958'AN ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED
 LF0958'STREET, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.3
 LF0958'MILES EAST ALONG A GRAVELED ROAD, 62.1 FEET NORTHEAST OF THE
 LF0958'NORTHEAST CORNER OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD,
 LF0958'31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 1.0 FOOT LOWER,
 LF0958'264 FEET WEST OF A FENCE CORNER, 2.0 FEET WEST OF A REFERENCE POST,
 LF0958'2.0 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0958'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0405 ***********************************************************************
 MK0405  DESIGNATION -  K 259
 MK0405  PID         -  MK0405
 MK0405  STATE/COUNTY-  NE/WASHINGTON
 MK0405  COUNTRY     -  US
 MK0405  USGS QUAD   -  ORUM (2017)
 MK0405
 MK0405                         *CURRENT SURVEY CONTROL
 MK0405  ______________________________________________________________________
 MK0405* NAD 83(1986) POSITION- 41 33 09.     (N) 096 18 34.     (W)   SCALED
 MK0405* NAVD 88 ORTHO HEIGHT -   396.448 (meters)     1300.68  (feet) ADJUSTED
 MK0405  ______________________________________________________________________
 MK0405  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 MK0405  DYNAMIC HEIGHT  -        396.269 (meters)     1300.09  (feet) COMP
 MK0405  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 MK0405
 MK0405  VERT ORDER      -  SECOND    CLASS 0
 MK0405
 MK0405.The horizontal coordinates were scaled from a map and have
 MK0405.an estimated accuracy of +/- 6 seconds.
 MK0405
 MK0405.The orthometric height was determined by differential leveling and
 MK0405.adjusted by the NATIONAL GEODETIC SURVEY
 MK0405.in June 1991.
 MK0405
 MK0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0405.GEOID18 height accuracy estimate available here.
 MK0405
 MK0405.Click photographs - Photos may exist for this station.
 MK0405
 MK0405.The dynamic height is computed by dividing the NAVD 88
 MK0405.geopotential number by the normal gravity value computed on the
 MK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0405.degrees latitude (g = 980.6199 gals.).
 MK0405
 MK0405.The modeled gravity was interpolated from observed gravity values.
 MK0405
 MK0405;                    North         East    Units  Estimated Accuracy
 MK0405;SPC NE       -   197,440.      807,700.      MT  (+/- 180 meters Scaled)
 MK0405
 MK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM243035(NAD 83)
 MK0405
 MK0405                          SUPERSEDED SURVEY CONTROL
 MK0405
 MK0405  NGVD 29 (??/??/92)  396.299  (m)         1300.19   (f) ADJ UNCH    2 0
 MK0405
 MK0405.Superseded values are not recommended for survey control.
 MK0405
 MK0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0405.See file dsdata.pdf to determine how the superseded data were derived.
 MK0405
 MK0405_MARKER: DB = BENCH MARK DISK
 MK0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0405_STAMPING: K 259 1947
 MK0405_MARK LOGO: CGS
 MK0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0405+STABILITY: SURFACE MOTION
 MK0405
 MK0405  HISTORY     - Date     Condition        Report By
 MK0405  HISTORY     - 1947     MONUMENTED       CGS
 MK0405  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0405
 MK0405                          STATION DESCRIPTION
 MK0405
 MK0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0405'3.8 MI S FROM SPIKER.
 MK0405'3.85 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0405'SPIKER, 1.0 MILE NORTH OF THE CROSSING OF STATE HIGHWAY NO. 31
 MK0405'AND STATE HIGHWAY NO. 91, IN THE NORTHEAST ANGLE OF A DIRT CROSS
 MK0405'ROAD, 74.0 FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT CROSS
 MK0405'ROAD, 44.0 FEET SOUTH OF A POWER LINE POLE, 30.0 FEET EAST OF THE
 MK0405'CENTER OF THE HIGHWAY, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN
 MK0405'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0405'PROJECTING 0.3 FOOT.
 MK0405
 MK0405                          STATION RECOVERY (1965)
 MK0405
 MK0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0192 ***********************************************************************
 LJ0192  DESIGNATION -  K 26
 LJ0192  PID         -  LJ0192
 LJ0192  STATE/COUNTY-  NE/HITCHCOCK
 LJ0192  COUNTRY     -  US
 LJ0192  USGS QUAD   -  TRENTON (2017)
 LJ0192
 LJ0192                         *CURRENT SURVEY CONTROL
 LJ0192  ______________________________________________________________________
 LJ0192* NAD 83(1986) POSITION- 40 10 34.     (N) 101 01 15.     (W)   SCALED
 LJ0192* NAVD 88 ORTHO HEIGHT -   818.984 (meters)     2686.95  (feet) ADJUSTED
 LJ0192  ______________________________________________________________________
 LJ0192  GEOID HEIGHT    -        -23.661 (meters)                     GEOID18
 LJ0192  DYNAMIC HEIGHT  -        818.420 (meters)     2685.10  (feet) COMP
 LJ0192  MODELED GRAVITY -    979,910.1   (mgal)                       NAVD 88
 LJ0192
 LJ0192  VERT ORDER      -  FIRST     CLASS II
 LJ0192
 LJ0192.The horizontal coordinates were scaled from a map and have
 LJ0192.an estimated accuracy of +/- 6 seconds.
 LJ0192
 LJ0192.The orthometric height was determined by differential leveling and
 LJ0192.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0192.in June 1991.
 LJ0192
 LJ0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0192.GEOID18 height accuracy estimate available here.
 LJ0192
 LJ0192.Click photographs - Photos may exist for this station.
 LJ0192
 LJ0192.The dynamic height is computed by dividing the NAVD 88
 LJ0192.geopotential number by the normal gravity value computed on the
 LJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0192.degrees latitude (g = 980.6199 gals.).
 LJ0192
 LJ0192.The modeled gravity was interpolated from observed gravity values.
 LJ0192
 LJ0192;                    North         East    Units  Estimated Accuracy
 LJ0192;SPC NE       -    38,570.      413,060.      MT  (+/- 180 meters Scaled)
 LJ0192
 LJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK279492(NAD 83)
 LJ0192
 LJ0192                          SUPERSEDED SURVEY CONTROL
 LJ0192
 LJ0192  NGVD 29 (??/??/92)  818.648  (m)         2685.85   (f) ADJ UNCH    1 2
 LJ0192
 LJ0192.Superseded values are not recommended for survey control.
 LJ0192
 LJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0192.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0192
 LJ0192_MARKER: DB = BENCH MARK DISK
 LJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0192_STAMPING: 2685.848 K 26 1933
 LJ0192_MARK LOGO: CGS
 LJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0192+STABILITY: SURFACE MOTION
 LJ0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0192+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2007
 LJ0192
 LJ0192  HISTORY     - Date     Condition        Report By
 LJ0192  HISTORY     - 1933     MONUMENTED       CGS
 LJ0192  HISTORY     - 1934     GOOD             CGS
 LJ0192  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0192  HISTORY     - 20070320 GOOD             NEDR
 LJ0192
 LJ0192                          STATION DESCRIPTION
 LJ0192
 LJ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0192'0.5 MI W FROM TRENTON.
 LJ0192'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0192'FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, 4 POLES EAST OF
 LJ0192'MILEPOST 310, AT A ROAD CROSSING, 46 FEET EAST OF THE ROAD, 44
 LJ0192'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 34, AND 36 FEET NORTH
 LJ0192'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 2685.848 K 26 1933 AND
 LJ0192'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LJ0192
 LJ0192                          STATION RECOVERY (1977)
 LJ0192
 LJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0192'MARK NOT FOUND.
 LJ0192
 LJ0192                          STATION RECOVERY (2007)
 LJ0192
 LJ0192'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AB)
 LJ0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0751 ***********************************************************************
 LF0751  DESIGNATION -  K 260
 LF0751  PID         -  LF0751
 LF0751  STATE/COUNTY-  NE/NEMAHA
 LF0751  COUNTRY     -  US
 LF0751  USGS QUAD   -  NEMAHA (2017)
 LF0751
 LF0751                         *CURRENT SURVEY CONTROL
 LF0751  ______________________________________________________________________
 LF0751* NAD 83(1986) POSITION- 40 20 57.     (N) 095 41 12.     (W)   SCALED
 LF0751* NAVD 88 ORTHO HEIGHT -   289.367 (meters)      949.36  (feet) ADJUSTED
 LF0751  ______________________________________________________________________
 LF0751  GEOID HEIGHT    -        -30.003 (meters)                     GEOID18
 LF0751  DYNAMIC HEIGHT  -        289.214 (meters)      948.86  (feet) COMP
 LF0751  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LF0751
 LF0751  VERT ORDER      -  SECOND    CLASS 0
 LF0751
 LF0751.The horizontal coordinates were scaled from a map and have
 LF0751.an estimated accuracy of +/- 6 seconds.
 LF0751
 LF0751.The orthometric height was determined by differential leveling and
 LF0751.adjusted by the NATIONAL GEODETIC SURVEY
 LF0751.in June 1991.
 LF0751
 LF0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0751.GEOID18 height accuracy estimate available here.
 LF0751
 LF0751.Click photographs - Photos may exist for this station.
 LF0751
 LF0751.The dynamic height is computed by dividing the NAVD 88
 LF0751.geopotential number by the normal gravity value computed on the
 LF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0751.degrees latitude (g = 980.6199 gals.).
 LF0751
 LF0751.The modeled gravity was interpolated from observed gravity values.
 LF0751
 LF0751;                    North         East    Units  Estimated Accuracy
 LF0751;SPC NE       -    66,410.      866,250.      MT  (+/- 180 meters Scaled)
 LF0751
 LF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE718699(NAD 83)
 LF0751
 LF0751                          SUPERSEDED SURVEY CONTROL
 LF0751
 LF0751  NGVD 29 (??/??/92)  289.292  (m)          949.12   (f) ADJ UNCH    2 0
 LF0751
 LF0751.Superseded values are not recommended for survey control.
 LF0751
 LF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0751.See file dsdata.pdf to determine how the superseded data were derived.
 LF0751
 LF0751_MARKER: DB = BENCH MARK DISK
 LF0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0751_STAMPING: K 260 1947
 LF0751_MARK LOGO: CGS
 LF0751_PROJECTION: PROJECTING 30 CENTIMETERS
 LF0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0751+STABILITY: SURFACE MOTION
 LF0751
 LF0751  HISTORY     - Date     Condition        Report By
 LF0751  HISTORY     - 1947     MONUMENTED       CGS
 LF0751  HISTORY     - 1964     GOOD             CGS
 LF0751  HISTORY     - 20200415 POOR             JORSUR
 LF0751
 LF0751                          STATION DESCRIPTION
 LF0751
 LF0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LF0751'1.3 MI NW FROM NEMAHA.
 LF0751'0.7 MI N. AND 0.6 MI W. ALONG ST. HIGHWAY 67 FROM POST OFFICE
 LF0751'AT NAMAHA.  32 FT. SOUTH AND 24 FEET EAST OF T. ROAD NORTH,
 LF0751'5.5 FEET SW OF TELEPHONE POLE, 1 FOOT SOUTH OF FENCE LINE, IN
 LF0751'CONCRETE POST, STANDARD TABLET STAMPED K 260 1947.
 LF0751
 LF0751                          STATION RECOVERY (2020)
 LF0751
 LF0751'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LF0751'RECOVERED MARK LEANING TO THE WEST AT 20 DEGREES FROM PLUMB.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0213 ***********************************************************************
 MK0213  DESIGNATION -  K 261
 MK0213  PID         -  MK0213
 MK0213  STATE/COUNTY-  NE/BURT
 MK0213  COUNTRY     -  US
 MK0213  USGS QUAD   -  MONDAMIN (2018)
 MK0213
 MK0213                         *CURRENT SURVEY CONTROL
 MK0213  ______________________________________________________________________
 MK0213* NAD 83(1986) POSITION- 41 44 30.     (N) 096 06 51.     (W)   SCALED
 MK0213* NAVD 88 ORTHO HEIGHT -   313.777 (meters)     1029.45  (feet) ADJUSTED
 MK0213  ______________________________________________________________________
 MK0213  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 MK0213  DYNAMIC HEIGHT  -        313.650 (meters)     1029.03  (feet) COMP
 MK0213  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 MK0213
 MK0213  VERT ORDER      -  SECOND    CLASS 0
 MK0213
 MK0213.The horizontal coordinates were scaled from a map and have
 MK0213.an estimated accuracy of +/- 6 seconds.
 MK0213
 MK0213.The orthometric height was determined by differential leveling and
 MK0213.adjusted by the NATIONAL GEODETIC SURVEY
 MK0213.in June 1991.
 MK0213
 MK0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0213.GEOID18 height accuracy estimate available here.
 MK0213
 MK0213.Click photographs - Photos may exist for this station.
 MK0213
 MK0213.The dynamic height is computed by dividing the NAVD 88
 MK0213.geopotential number by the normal gravity value computed on the
 MK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0213.degrees latitude (g = 980.6199 gals.).
 MK0213
 MK0213.The modeled gravity was interpolated from observed gravity values.
 MK0213
 MK0213;                    North         East    Units  Estimated Accuracy
 MK0213;SPC NE       -   219,130.      823,030.      MT  (+/- 180 meters Scaled)
 MK0213
 MK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM399251(NAD 83)
 MK0213
 MK0213                          SUPERSEDED SURVEY CONTROL
 MK0213
 MK0213  NGVD 29 (??/??/92)  313.635  (m)         1028.98   (f) ADJ UNCH    2 0
 MK0213
 MK0213.Superseded values are not recommended for survey control.
 MK0213
 MK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0213.See file dsdata.pdf to determine how the superseded data were derived.
 MK0213
 MK0213_MARKER: DB = BENCH MARK DISK
 MK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0213_STAMPING: K 261 1948
 MK0213_MARK LOGO: CGS
 MK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0213+STABILITY: SURFACE MOTION
 MK0213
 MK0213  HISTORY     - Date     Condition        Report By
 MK0213  HISTORY     - 1948     MONUMENTED       CGS
 MK0213  HISTORY     - 1974     GOOD             LOCSUR
 MK0213
 MK0213                          STATION DESCRIPTION
 MK0213
 MK0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0213'8 MI SE FROM TEKAMAH.
 MK0213'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0213'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0213'AND 1.55 MILE EAST ALONG GRAVEL ROADS, ABOUT .05 MILE WEST OF
 MK0213'THE POINT WHERE THE ROAD MAKES TURN TO THE SOUTHEAST AS IT
 MK0213'APPROACHES BULLARD BEND IN THE MISSOURI RIVER, 36.0 FEET EAST OF
 MK0213'THE SOUTHEAST CORNER OF A FARMHOUSE, 51.7 FEET NORTH OF THE
 MK0213'CENTER LINE OF THE ROAD, 9.3 FEET NORTHWEST OF A 40-INCH HACKBERRY
 MK0213'TREE, 1.4 FOOT SOUTHEAST OF A LIGHT POLE, 1.2 FOOT WEST OF A
 MK0213'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0213'0.5 FOOT ABOVE THE GROUND.
 MK0213
 MK0213                          STATION RECOVERY (1974)
 MK0213
 MK0213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0667 ***********************************************************************
 NM0667  DESIGNATION -  K 262
 NM0667  PID         -  NM0667
 NM0667  STATE/COUNTY-  NE/DAKOTA
 NM0667  COUNTRY     -  US
 NM0667  USGS QUAD   -  JACKSON (2017)
 NM0667
 NM0667                         *CURRENT SURVEY CONTROL
 NM0667  ______________________________________________________________________
 NM0667* NAD 83(1986) POSITION- 42 27 46.     (N) 096 30 20.     (W)   SCALED
 NM0667* NAVD 88 ORTHO HEIGHT -   334.134 (meters)     1096.24  (feet) ADJUSTED
 NM0667  ______________________________________________________________________
 NM0667  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 NM0667  DYNAMIC HEIGHT  -        334.028 (meters)     1095.89  (feet) COMP
 NM0667  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 NM0667
 NM0667  VERT ORDER      -  SECOND    CLASS 0
 NM0667
 NM0667.The horizontal coordinates were scaled from a map and have
 NM0667.an estimated accuracy of +/- 6 seconds.
 NM0667
 NM0667.The orthometric height was determined by differential leveling and
 NM0667.adjusted by the NATIONAL GEODETIC SURVEY
 NM0667.in June 1991.
 NM0667
 NM0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0667.GEOID18 height accuracy estimate available here.
 NM0667
 NM0667.Click photographs - Photos may exist for this station.
 NM0667
 NM0667.The dynamic height is computed by dividing the NAVD 88
 NM0667.geopotential number by the normal gravity value computed on the
 NM0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0667.degrees latitude (g = 980.6199 gals.).
 NM0667
 NM0667.The modeled gravity was interpolated from observed gravity values.
 NM0667
 NM0667;                    North         East    Units  Estimated Accuracy
 NM0667;SPC NE       -   297,760.      787,270.      MT  (+/- 180 meters Scaled)
 NM0667
 NM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN050041(NAD 83)
 NM0667
 NM0667                          SUPERSEDED SURVEY CONTROL
 NM0667
 NM0667  NGVD 29 (??/??/92)  333.968  (m)         1095.69   (f) ADJ UNCH    2 0
 NM0667
 NM0667.Superseded values are not recommended for survey control.
 NM0667
 NM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0667.See file dsdata.pdf to determine how the superseded data were derived.
 NM0667
 NM0667_MARKER: DB = BENCH MARK DISK
 NM0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0667_STAMPING: K 262 1948
 NM0667_MARK LOGO: CGS
 NM0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0667+STABILITY: SURFACE MOTION
 NM0667
 NM0667  HISTORY     - Date     Condition        Report By
 NM0667  HISTORY     - 1948     MONUMENTED       CGS
 NM0667  HISTORY     - 20010327 MARK NOT FOUND   NEDR
 NM0667
 NM0667                          STATION DESCRIPTION
 NM0667
 NM0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0667'4.7 MI NE FROM JACKSON.
 NM0667'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0667'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.5
 NM0667'MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHEAST ALONG
 NM0667'A DIRT ROAD, ON THE INSIDE OF A SLIGHT CURVE, ON SOUTHWEST SIDE
 NM0667'OF ROAD FROM A WOODED AREA, 48.0 FEET SOUTHWEST OF THE CENTER
 NM0667'LINE OF THE ROAD, 2.5 FEET NORTHEAST OF A FENCE, 0.2 MILE
 NM0667'NORTHWEST OF A Y ROAD LEADING SOUTH, 1.4 FEET SOUTHEAST OF A
 NM0667'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0667'0.3 FOOT ABOVE THE GROUND.
 NM0667
 NM0667                          STATION RECOVERY (2001)
 NM0667
 NM0667'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0667'SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED DUE TO ROAD DITCH
 NM0667'WORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0529 ***********************************************************************
 LF0529  DESIGNATION -  K 263
 LF0529  PID         -  LF0529
 LF0529  STATE/COUNTY-  NE/RICHARDSON
 LF0529  COUNTRY     -  US
 LF0529  USGS QUAD   -  FALLS CITY (2017)
 LF0529
 LF0529                         *CURRENT SURVEY CONTROL
 LF0529  ______________________________________________________________________
 LF0529* NAD 83(1986) POSITION- 40 00 39.     (N) 095 34 27.     (W)   SCALED
 LF0529* NAVD 88 ORTHO HEIGHT -   271.600 (meters)      891.07  (feet) ADJUSTED
 LF0529  ______________________________________________________________________
 LF0529  GEOID HEIGHT    -        -30.540 (meters)                     GEOID18
 LF0529  DYNAMIC HEIGHT  -        271.446 (meters)      890.57  (feet) COMP
 LF0529  MODELED GRAVITY -    980,054.3   (mgal)                       NAVD 88
 LF0529
 LF0529  VERT ORDER      -  SECOND    CLASS 0
 LF0529
 LF0529.The horizontal coordinates were scaled from a map and have
 LF0529.an estimated accuracy of +/- 6 seconds.
 LF0529
 LF0529.The orthometric height was determined by differential leveling and
 LF0529.adjusted by the NATIONAL GEODETIC SURVEY
 LF0529.in June 1991.
 LF0529
 LF0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0529.GEOID18 height accuracy estimate available here.
 LF0529
 LF0529.Click photographs - Photos may exist for this station.
 LF0529
 LF0529.The dynamic height is computed by dividing the NAVD 88
 LF0529.geopotential number by the normal gravity value computed on the
 LF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0529.degrees latitude (g = 980.6199 gals.).
 LF0529
 LF0529.The modeled gravity was interpolated from observed gravity values.
 LF0529
 LF0529;                    North         East    Units  Estimated Accuracy
 LF0529;SPC NE       -    29,380.      877,710.      MT  (+/- 180 meters Scaled)
 LF0529
 LF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802321(NAD 83)
 LF0529
 LF0529                          SUPERSEDED SURVEY CONTROL
 LF0529
 LF0529  NGVD 29 (??/??/92)  271.519  (m)          890.81   (f) ADJ UNCH    2 0
 LF0529
 LF0529.Superseded values are not recommended for survey control.
 LF0529
 LF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0529.See file dsdata.pdf to determine how the superseded data were derived.
 LF0529
 LF0529_MARKER: DB = BENCH MARK DISK
 LF0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0529_STAMPING: K 263 1948
 LF0529_MARK LOGO: CGS
 LF0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0529+STABILITY: SURFACE MOTION
 LF0529
 LF0529  HISTORY     - Date     Condition        Report By
 LF0529  HISTORY     - 1948     MONUMENTED       CGS
 LF0529  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0529  HISTORY     - 20031031 GOOD             NEDR
 LF0529
 LF0529                          STATION DESCRIPTION
 LF0529
 LF0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0529'3.4 MI SE FROM FALLS CITY.
 LF0529'3.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0529'MISSOURI PACIFIC RAILROAD STATION AT FALLS CITY, 2 1/2 POLES
 LF0529'NORTH OF MILEPOST 381/20, AT A ROAD CROSSING, 149.0 FEET WEST OF
 LF0529'THE WEST RAIL, 20.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LF0529'100.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE,
 LF0529'1.2 FOOT WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0529'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LF0529
 LF0529                          STATION RECOVERY (1964)
 LF0529
 LF0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0529'MARK NOT FOUND.
 LF0529
 LF0529                          STATION RECOVERY (2003)
 LF0529
 LF0529'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 LF0529'MARK WAS FOUND BUT TIES WERE INCORRECT. 49 FEET WEST OF W RAIL (NOT
 LF0529'149 FEET), 29.0 FEET SOUTH OF CENTERLINE OF COUNTY ROAD. 1.0 FOOT
 LF0529'SOUTH OF FENCE. 100.0 FEET WEST OF CORNER FENCE POST ON EAST SIDE OF
 LF0529'TRACKS (EAST SIDE OF POST EXPOSED BUT BENCH NOT YET LEANING).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5250 ***********************************************************************
 DG5250  DESIGNATION -  K 263 RESET
 DG5250  PID         -  DG5250
 DG5250  STATE/COUNTY-  NE/RICHARDSON
 DG5250  COUNTRY     -  US
 DG5250  USGS QUAD   -  FALLS CITY (2017)
 DG5250
 DG5250                         *CURRENT SURVEY CONTROL
 DG5250  ______________________________________________________________________
 DG5250* NAD 83(1986) POSITION- 40 00 39.     (N) 095 34 27.     (W)   SCALED
 DG5250* NAVD 88 ORTHO HEIGHT -   271.23  (meters)      889.9   (feet) RESET
 DG5250  ______________________________________________________________________
 DG5250  GEOID HEIGHT    -        -30.540 (meters)                     GEOID18
 DG5250  VERT ORDER      -  THIRD
 DG5250
 DG5250.The horizontal coordinates were scaled from a map and have
 DG5250.an estimated accuracy of +/- 6 seconds.
 DG5250
 DG5250.The orthometric height was computed from unverified reset data.
 DG5250
 DG5250.No vertical observational check was made to the station.
 DG5250
 DG5250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5250.GEOID18 height accuracy estimate available here.
 DG5250
 DG5250.Click photographs - Photos may exist for this station.
 DG5250
 DG5250;                    North         East    Units  Estimated Accuracy
 DG5250;SPC NE       -    29,380.      877,710.      MT  (+/- 180 meters Scaled)
 DG5250
 DG5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802321(NAD 83)
 DG5250
 DG5250                          SUPERSEDED SURVEY CONTROL
 DG5250
 DG5250.No superseded survey control is available for this station.
 DG5250
 DG5250_MARKER: DV = VERTICAL CONTROL DISK
 DG5250_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5250+WITH SETTING: PAVEMENT
 DG5250_SP_SET: BRIDGE FLOOR
 DG5250_STAMPING: K 263 RESET 2003
 DG5250_MARK LOGO: NGS
 DG5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5250+STABILITY: SURFACE MOTION
 DG5250
 DG5250  HISTORY     - Date     Condition        Report By
 DG5250  HISTORY     - 2003     MONUMENTED       NEDR
 DG5250  HISTORY     - 20100513 GOOD             INDIV
 DG5250
 DG5250                          STATION DESCRIPTION
 DG5250
 DG5250'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 DG5250'FROM THE JUNCTION OF US HWY 159 AND US HWY 73 IN FALLS CITY, GO SOUTH
 DG5250'ON HWY 73 APPROXIMATELY 3.3 MILES TO CO RD INTERSECTION, TURN LEFT
 DG5250'(EAST) AND GO APPEOXIMATELY 1.36 MILES TO BM ON N-W CORNER OF BRIDGE
 DG5250'FLOOR. 2.24 FEET NORTHWEST TO THE BOTTOM OF FIBERGLASS WITNESS POST.
 DG5250'11.0 FEET NORTH OF CENTERLINE OF COUNTY ROAD.
 DG5250
 DG5250                          STATION RECOVERY (2010)
 DG5250
 DG5250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 DG5250'COULD NOT USE PUBLISHED ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0615 ***********************************************************************
 LF0615  DESIGNATION -  K 266
 LF0615  PID         -  LF0615
 LF0615  STATE/COUNTY-  NE/RICHARDSON
 LF0615  COUNTRY     -  US
 LF0615  USGS QUAD   -  BARADA (2017)
 LF0615
 LF0615                         *CURRENT SURVEY CONTROL
 LF0615  ______________________________________________________________________
 LF0615* NAD 83(1986) POSITION- 40 13 58.     (N) 095 33 49.     (W)   SCALED
 LF0615* NAVD 88 ORTHO HEIGHT -   333.912 (meters)     1095.51  (feet) ADJUSTED
 LF0615  ______________________________________________________________________
 LF0615  GEOID HEIGHT    -        -30.410 (meters)                     GEOID18
 LF0615  DYNAMIC HEIGHT  -        333.725 (meters)     1094.90  (feet) COMP
 LF0615  MODELED GRAVITY -    980,058.5   (mgal)                       NAVD 88
 LF0615
 LF0615  VERT ORDER      -  SECOND    CLASS 0
 LF0615
 LF0615.The horizontal coordinates were scaled from a map and have
 LF0615.an estimated accuracy of +/- 6 seconds.
 LF0615
 LF0615.The orthometric height was determined by differential leveling and
 LF0615.adjusted by the NATIONAL GEODETIC SURVEY
 LF0615.in June 1991.
 LF0615
 LF0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0615.GEOID18 height accuracy estimate available here.
 LF0615
 LF0615.Click photographs - Photos may exist for this station.
 LF0615
 LF0615.The dynamic height is computed by dividing the NAVD 88
 LF0615.geopotential number by the normal gravity value computed on the
 LF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0615.degrees latitude (g = 980.6199 gals.).
 LF0615
 LF0615.The modeled gravity was interpolated from observed gravity values.
 LF0615
 LF0615;                    North         East    Units  Estimated Accuracy
 LF0615;SPC NE       -    54,040.      877,350.      MT  (+/- 180 meters Scaled)
 LF0615
 LF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE819567(NAD 83)
 LF0615
 LF0615                          SUPERSEDED SURVEY CONTROL
 LF0615
 LF0615  NGVD 29 (??/??/92)  333.837  (m)         1095.26   (f) ADJ UNCH    2 0
 LF0615
 LF0615.Superseded values are not recommended for survey control.
 LF0615
 LF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0615.See file dsdata.pdf to determine how the superseded data were derived.
 LF0615
 LF0615_MARKER: DB = BENCH MARK DISK
 LF0615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0615_SP_SET: CULVERT HEADWALL
 LF0615_STAMPING: K 266 1947
 LF0615_MARK LOGO: CGS
 LF0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0615+STABILITY: SURFACE MOTION
 LF0615
 LF0615  HISTORY     - Date     Condition        Report By
 LF0615  HISTORY     - 1947     MONUMENTED       CGS
 LF0615  HISTORY     - 1960     GOOD             CGS
 LF0615  HISTORY     - 1980     GOOD             LOCSUR
 LF0615  HISTORY     - 20130619 POOR             JEOCON
 LF0615
 LF0615                          STATION DESCRIPTION
 LF0615
 LF0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0615'1.8 MI NE FROM BARADA.
 LF0615'1.0 MILE NORTH AND 0.8 MILE EAST ALONG DIRT ROADS FROM THE
 LF0615'SCHOOL AT BARADA, 0.2 MILE WEST OF A NORTH-SOUTH CROSS ROAD AND
 LF0615'AT THE CROSSING OF A DEEP RAVINE, 25.0 FEET SOUTH OF THE CENTER
 LF0615'OF THE ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD
 LF0615'WALL OF A 6X12X24-FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT
 LF0615'6 FEET BELOW THE ROAD.
 LF0615
 LF0615                          STATION RECOVERY (1960)
 LF0615
 LF0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LF0615'RECOVERED IN GOOD CONDITION.
 LF0615
 LF0615                          STATION RECOVERY (1980)
 LF0615
 LF0615'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0615'RECOVERED IN GOOD CONDITION.
 LF0615
 LF0615                          STATION RECOVERY (2013)
 LF0615
 LF0615'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0615'IT APPEARS THAT A TREE TRUNK HAS GROWN OVER THE HEADWALL AND HAS
 LF0615'COVERED THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0641 ***********************************************************************
 LF0641  DESIGNATION -  K 267
 LF0641  PID         -  LF0641
 LF0641  STATE/COUNTY-  NE/RICHARDSON
 LF0641  COUNTRY     -  US
 LF0641  USGS QUAD   -  BARADA (2017)
 LF0641
 LF0641                         *CURRENT SURVEY CONTROL
 LF0641  ______________________________________________________________________
 LF0641* NAD 83(1986) POSITION- 40 10 41.     (N) 095 35 48.     (W)   SCALED
 LF0641* NAVD 88 ORTHO HEIGHT -   328.048 (meters)     1076.27  (feet) ADJUSTED
 LF0641  ______________________________________________________________________
 LF0641  GEOID HEIGHT    -        -30.371 (meters)                     GEOID18
 LF0641  DYNAMIC HEIGHT  -        327.866 (meters)     1075.67  (feet) COMP
 LF0641  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 LF0641
 LF0641  VERT ORDER      -  SECOND    CLASS 0
 LF0641
 LF0641.The horizontal coordinates were scaled from a map and have
 LF0641.an estimated accuracy of +/- 6 seconds.
 LF0641
 LF0641.The orthometric height was determined by differential leveling and
 LF0641.adjusted by the NATIONAL GEODETIC SURVEY
 LF0641.in June 1991.
 LF0641
 LF0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0641.GEOID18 height accuracy estimate available here.
 LF0641
 LF0641.Click photographs - Photos may exist for this station.
 LF0641
 LF0641.The dynamic height is computed by dividing the NAVD 88
 LF0641.geopotential number by the normal gravity value computed on the
 LF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0641.degrees latitude (g = 980.6199 gals.).
 LF0641
 LF0641.The modeled gravity was interpolated from observed gravity values.
 LF0641
 LF0641;                    North         East    Units  Estimated Accuracy
 LF0641;SPC NE       -    47,820.      874,850.      MT  (+/- 180 meters Scaled)
 LF0641
 LF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE789507(NAD 83)
 LF0641
 LF0641                          SUPERSEDED SURVEY CONTROL
 LF0641
 LF0641  NGVD 29 (??/??/92)  327.976  (m)         1076.03   (f) ADJ UNCH    2 0
 LF0641
 LF0641.Superseded values are not recommended for survey control.
 LF0641
 LF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0641.See file dsdata.pdf to determine how the superseded data were derived.
 LF0641
 LF0641_MARKER: DB = BENCH MARK DISK
 LF0641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0641_SP_SET: CULVERT HEADWALL
 LF0641_STAMPING: K 267 1947
 LF0641_MARK LOGO: CGS
 LF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0641+STABILITY: SURFACE MOTION
 LF0641
 LF0641  HISTORY     - Date     Condition        Report By
 LF0641  HISTORY     - 1947     MONUMENTED       CGS
 LF0641  HISTORY     - 1980     GOOD             LOCSUR
 LF0641
 LF0641                          STATION DESCRIPTION
 LF0641
 LF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0641'3.6 MI S FROM BARADA.
 LF0641'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 2.75 MILES SOUTH
 LF0641'ALONG A GRAVEL ROAD FROM THE SCHOOL AT BARADA, 0.25 MILE NORTH
 LF0641'OF AN EAST-WEST CROSS ROAD, 166.0 FEET NORTH OF A POINT IN
 LF0641'LINE WITH THE CENTER OF A PRIVATE DRIVE-WAY LEADING WEST TO A
 LF0641'FARM HOUSE, 14.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, SET
 LF0641'IN THE TOP OF AND 6.4 FEET SOUTH OF THE NORTH END OF THE EAST
 LF0641'HEAD WALL OF A 5 X 5 X 10 FOOT CONCRETE CULVERT UNDER THE ROAD,
 LF0641'2.2 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CLEARANCE MARKER
 LF0641'POST WHICH IS AT THE CENTER OF THE CULVERT HEAD WALL, ABOUT
 LF0641'THE SAME ELEVATION AS THE ROAD.
 LF0641
 LF0641                          STATION RECOVERY (1980)
 LF0641
 LF0641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0288 ***********************************************************************
 LH0288  DESIGNATION -  K 268
 LH0288  PID         -  LH0288
 LH0288  STATE/COUNTY-  NE/WEBSTER
 LH0288  COUNTRY     -  US
 LH0288  USGS QUAD   -  GUIDE ROCK (2017)
 LH0288
 LH0288                         *CURRENT SURVEY CONTROL
 LH0288  ______________________________________________________________________
 LH0288* NAD 83(1986) POSITION- 40 01 01.     (N) 098 19 49.     (W)   SCALED
 LH0288* NAVD 88 ORTHO HEIGHT -   535.431 (meters)     1756.66  (feet) ADJUSTED
 LH0288  ______________________________________________________________________
 LH0288  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 LH0288  DYNAMIC HEIGHT  -        535.110 (meters)     1755.61  (feet) COMP
 LH0288  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 LH0288
 LH0288  VERT ORDER      -  FIRST     CLASS II
 LH0288
 LH0288.The horizontal coordinates were scaled from a map and have
 LH0288.an estimated accuracy of +/- 6 seconds.
 LH0288
 LH0288.The orthometric height was determined by differential leveling and
 LH0288.adjusted by the NATIONAL GEODETIC SURVEY
 LH0288.in June 1991.
 LH0288
 LH0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0288.GEOID18 height accuracy estimate available here.
 LH0288
 LH0288.Click photographs - Photos may exist for this station.
 LH0288
 LH0288.The dynamic height is computed by dividing the NAVD 88
 LH0288.geopotential number by the normal gravity value computed on the
 LH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0288.degrees latitude (g = 980.6199 gals.).
 LH0288
 LH0288.The modeled gravity was interpolated from observed gravity values.
 LH0288
 LH0288;                    North         East    Units  Estimated Accuracy
 LH0288;SPC NE       -    21,760.      642,540.      MT  (+/- 180 meters Scaled)
 LH0288
 LH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571298(NAD 83)
 LH0288
 LH0288                          SUPERSEDED SURVEY CONTROL
 LH0288
 LH0288  NGVD 29 (??/??/92)  535.226  (m)         1755.99   (f) ADJ UNCH    1 2
 LH0288
 LH0288.Superseded values are not recommended for survey control.
 LH0288
 LH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0288.See file dsdata.pdf to determine how the superseded data were derived.
 LH0288
 LH0288_MARKER: DB = BENCH MARK DISK
 LH0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0288_STAMPING: K 268 1947
 LH0288_MARK LOGO: CGS
 LH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0288+STABILITY: SURFACE MOTION
 LH0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0288+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 LH0288
 LH0288  HISTORY     - Date     Condition        Report By
 LH0288  HISTORY     - 1947     MONUMENTED       CGS
 LH0288  HISTORY     - 20091029 GOOD             NEDR
 LH0288
 LH0288                          STATION DESCRIPTION
 LH0288
 LH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0288'3.6 MI S FROM GUIDE ROCK.
 LH0288'3.65 MILES SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0288'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, 1.0 MILE
 LH0288'NORTH OF THE NEBRASKA-KANSAS STATE LINE, AT THE TOP OF A HILL
 LH0288'AND IN THE NORTHWEST ANGLE OF AN EAST-WEST CROSS ROAD, 98.0 FEET
 LH0288'WEST OF THE CENTER OF THE HIGHWAY, 44.0 FEET NORTH OF THE
 LH0288'EAST-WEST CROSS ROAD, 1.7 FOOT NORTH OF A REFERENCE POST, SET IN
 LH0288'A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING
 LH0288'0.3 FOOT.
 LH0288
 LH0288                          STATION RECOVERY (2009)
 LH0288
 LH0288'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0288'AS DESCRIBED, WEST OF NE. HWY 78 AT MILE MARKER 1
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0119 ***********************************************************************
 LG0119  DESIGNATION -  K 269
 LG0119  PID         -  LG0119
 LG0119  STATE/COUNTY-  NE/CASS
 LG0119  COUNTRY     -  US
 LG0119  USGS QUAD   -  AVOCA (2017)
 LG0119
 LG0119                         *CURRENT SURVEY CONTROL
 LG0119  ______________________________________________________________________
 LG0119* NAD 83(1986) POSITION- 40 49 59.10   (N) 096 00 25.39   (W)   HD_HELD1
 LG0119* NAVD 88 ORTHO HEIGHT -   304.473 (meters)      998.93  (feet) ADJUSTED
 LG0119  ______________________________________________________________________
 LG0119  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 LG0119  DYNAMIC HEIGHT  -        304.338 (meters)      998.48  (feet) COMP
 LG0119  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 LG0119
 LG0119  VERT ORDER      -  SECOND    CLASS 0
 LG0119
 LG0119.The horizontal coordinates were determined by differentially corrected
 LG0119.hand held GPS observations or other comparable positioning techniques
 LG0119.and have an estimated accuracy of +/- 3 meters.
 LG0119
 LG0119.The orthometric height was determined by differential leveling and
 LG0119.adjusted by the NATIONAL GEODETIC SURVEY
 LG0119.in June 1991.
 LG0119
 LG0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0119.GEOID18 height accuracy estimate available here.
 LG0119
 LG0119.Click photographs - Photos may exist for this station.
 LG0119
 LG0119.The dynamic height is computed by dividing the NAVD 88
 LG0119.geopotential number by the normal gravity value computed on the
 LG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0119.degrees latitude (g = 980.6199 gals.).
 LG0119
 LG0119.The modeled gravity was interpolated from observed gravity values.
 LG0119
 LG0119;                    North         East    Units  Estimated Accuracy
 LG0119;SPC NE       -   118,773.4     836,581.8     MT  (+/- 3 meters HH1 GPS) 
 LG0119
 LG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5236224539(NAD 83)
 LG0119
 LG0119                          SUPERSEDED SURVEY CONTROL
 LG0119
 LG0119  NGVD 29 (??/??/92)  304.381  (m)          998.62   (f) ADJ UNCH    2 0
 LG0119
 LG0119.Superseded values are not recommended for survey control.
 LG0119
 LG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0119.See file dsdata.pdf to determine how the superseded data were derived.
 LG0119
 LG0119_MARKER: DB = BENCH MARK DISK
 LG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0119_STAMPING: K 269 1947
 LG0119_MARK LOGO: CGS
 LG0119_PROJECTION: PROJECTING 6 CENTIMETERS
 LG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0119+STABILITY: SURFACE MOTION
 LG0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0119+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2022
 LG0119
 LG0119  HISTORY     - Date     Condition        Report By
 LG0119  HISTORY     - 1947     MONUMENTED       CGS
 LG0119  HISTORY     - 1961     GOOD             CGS
 LG0119  HISTORY     - 20200820 GOOD             NEGS
 LG0119  HISTORY     - 20220420 GOOD             NEGS
 LG0119
 LG0119                          STATION DESCRIPTION
 LG0119
 LG0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0119'0.9 MI W FROM NEHAWKA.
 LG0119'0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LG0119'STATION AT NEHAWKA, AT A ROAD CROSSING, 63.0 FEET WEST OF THE
 LG0119'CENTER LINE OF THE ROAD, 46.9 FEET SOUTHWEST OF THE FIRST POWER
 LG0119'POLE NORTH OF THE RAILWAY AND ON THE WEST SIDE OF THE ROAD, 45.9
 LG0119'FEET NORTH OF THE NORTH RAIL AND 3.0 FEET LOWER, 43.3 FEET
 LG0119'NORTHWEST OF THE SECOND POLE EAST OF MILEPOST 452/20, 2.0 FEET
 LG0119'SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE
 LG0119'TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LG0119
 LG0119                          STATION RECOVERY (1961)
 LG0119
 LG0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0119'RECOVERED IN GOOD CONDITION.
 LG0119
 LG0119                          STATION RECOVERY (2020)
 LG0119
 LG0119'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0119'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND NE. SPUR 13D
 LG0119'SOUTH OF NEHAWKA, NE., GO WEST ON U.S HIGHWAY 34 FOR 1.0 MI (1.6 KM)
 LG0119'TO THE INTERSECTION OF 60TH STREET.  TURN RIGHT AND GO NORTH FOR 1.37
 LG0119'MI (2.20 KM) TO THE MARK ON THE NORTH SIDE OF A SET OF RAILROAD TRACKS
 LG0119'AND ON THE LEFT (WEST).  THE MARK IS 1.1 FT (0.3 M) SOUTH OF A METAL
 LG0119'WITNESS POST AND 63 FT (19.2 M) WEST OF THE CENTERLINE OF 60TH STREET.
 LG0119
 LG0119                          STATION RECOVERY (2022)
 LG0119
 LG0119'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (TH)
 LG0119'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND NE. SPUR 13D
 LG0119'APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF NEHAWKA, NE., GO WEST ON U.S.
 LG0119'HIGHWAY 34 APPROXIMATELY 1.0 MI (1.6 KM) TO THE JUNCTION OF NE.
 LG0119'HIGHWAY 67 (SOUTH) AND COUNTY ROAD 60TH STREET (NORTH).  TURN RIGHT
 LG0119'AND GO NORTH ON 60TH STREET APPROXIMATELY 1.37 MI (2.20 KM) TO THE
 LG0119'MARK ON THE LEFT (WEST) SIDE OF ROAD.  THE MARK IS 1.06 FT (0.3 M)
 LG0119'SOUTHWEST OF BASE OF STEEL WITNESS POST, 42.98 FT (13.1 M) SOUTHWEST
 LG0119'OF NAIL IN SOUTHEAST FACE OF POWER POLE AND 45.9 FT (14.0 M) NORTHEAST
 LG0119'OF NORTH RAIL OF UNION PACIFIC RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0141 ***********************************************************************
 LJ0141  DESIGNATION -  K 27
 LJ0141  PID         -  LJ0141
 LJ0141  STATE/COUNTY-  NE/FRONTIER
 LJ0141  COUNTRY     -  US
 LJ0141  USGS QUAD   -  CURTIS (2017)
 LJ0141
 LJ0141                         *CURRENT SURVEY CONTROL
 LJ0141  ______________________________________________________________________
 LJ0141* NAD 83(1986) POSITION- 40 39 27.72   (N) 100 37 28.88   (W)   HD_HELD1
 LJ0141* NAVD 88 ORTHO HEIGHT -   821.195 (meters)     2694.20  (feet) ADJUSTED
 LJ0141  ______________________________________________________________________
 LJ0141  GEOID HEIGHT    -        -23.089 (meters)                     GEOID18
 LJ0141  DYNAMIC HEIGHT  -        820.681 (meters)     2692.52  (feet) COMP
 LJ0141  MODELED GRAVITY -    979,970.8   (mgal)                       NAVD 88
 LJ0141
 LJ0141  VERT ORDER      -  SECOND    CLASS 0
 LJ0141
 LJ0141.The horizontal coordinates were determined by differentially corrected
 LJ0141.hand held GPS observations or other comparable positioning techniques
 LJ0141.and have an estimated accuracy of +/- 3 meters.
 LJ0141
 LJ0141.The orthometric height was determined by differential leveling and
 LJ0141.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0141.in June 1991.
 LJ0141
 LJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0141.GEOID18 height accuracy estimate available here.
 LJ0141
 LJ0141.Click photographs - Photos may exist for this station.
 LJ0141
 LJ0141.The dynamic height is computed by dividing the NAVD 88
 LJ0141.geopotential number by the normal gravity value computed on the
 LJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0141.degrees latitude (g = 980.6199 gals.).
 LJ0141
 LJ0141.The modeled gravity was interpolated from observed gravity values.
 LJ0141
 LJ0141;                    North         East    Units  Estimated Accuracy
 LJ0141;SPC NE       -    91,719.4     447,183.5     MT  (+/- 3 meters HH1 GPS) 
 LJ0141
 LJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6265302028(NAD 83)
 LJ0141
 LJ0141                          SUPERSEDED SURVEY CONTROL
 LJ0141
 LJ0141  NGVD 29 (??/??/92)  820.843  (m)         2693.05   (f) ADJ UNCH    2 0
 LJ0141
 LJ0141.Superseded values are not recommended for survey control.
 LJ0141
 LJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0141.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0141
 LJ0141_MARKER: DB = BENCH MARK DISK
 LJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0141_STAMPING: K 27 1934
 LJ0141_MARK LOGO: CGS
 LJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0141+STABILITY: SURFACE MOTION
 LJ0141
 LJ0141  HISTORY     - Date     Condition        Report By
 LJ0141  HISTORY     - 1934     MONUMENTED       CGS
 LJ0141  HISTORY     - 1941     GOOD             CGS
 LJ0141
 LJ0141                          STATION DESCRIPTION
 LJ0141
 LJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0141'AT MAYWOOD.
 LJ0141'AT MAYWOOD, FRONTIER COUNTY, AT THE SOUTHWEST CORNER OF THE
 LJ0141'SCHOOL BUILDING, 46 FEET EAST OF A NORTH-AND-SOUTH STREET, AND
 LJ0141'36 FEET NORTH OF AN EAST-AND-WEST STREET.  A STANDARD DISK,
 LJ0141'STAMPED K 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1020 ***********************************************************************
 NM1020  DESIGNATION -  K 270
 NM1020  PID         -  NM1020
 NM1020  STATE/COUNTY-  NE/CEDAR
 NM1020  COUNTRY     -  US
 NM1020  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1020
 NM1020                         *CURRENT SURVEY CONTROL
 NM1020  ______________________________________________________________________
 NM1020* NAD 83(1986) POSITION- 42 49 55.     (N) 097 27 36.     (W)   SCALED
 NM1020* NAVD 88 ORTHO HEIGHT -   402.457 (meters)     1320.39  (feet) ADJUSTED
 NM1020  ______________________________________________________________________
 NM1020  GEOID HEIGHT    -        -25.565 (meters)                     GEOID18
 NM1020  DYNAMIC HEIGHT  -        402.340 (meters)     1320.01  (feet) COMP
 NM1020  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 NM1020
 NM1020  VERT ORDER      -  FIRST     CLASS II
 NM1020
 NM1020.The horizontal coordinates were scaled from a map and have
 NM1020.an estimated accuracy of +/- 6 seconds.
 NM1020
 NM1020.The orthometric height was determined by differential leveling and
 NM1020.adjusted by the NATIONAL GEODETIC SURVEY
 NM1020.in June 1991.
 NM1020
 NM1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1020.GEOID18 height accuracy estimate available here.
 NM1020
 NM1020.Click photographs - Photos may exist for this station.
 NM1020
 NM1020.The dynamic height is computed by dividing the NAVD 88
 NM1020.geopotential number by the normal gravity value computed on the
 NM1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1020.degrees latitude (g = 980.6199 gals.).
 NM1020
 NM1020.The modeled gravity was interpolated from observed gravity values.
 NM1020
 NM1020;                    North         East    Units  Estimated Accuracy
 NM1020;SPC NE       -   336,000.      707,630.      MT  (+/- 180 meters Scaled)
 NM1020
 NM1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN258433(NAD 83)
 NM1020
 NM1020                          SUPERSEDED SURVEY CONTROL
 NM1020
 NM1020  NGVD 29 (??/??/92)  402.252  (m)         1319.72   (f) ADJ UNCH    1 2
 NM1020
 NM1020.Superseded values are not recommended for survey control.
 NM1020
 NM1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1020.See file dsdata.pdf to determine how the superseded data were derived.
 NM1020
 NM1020_MARKER: DB = BENCH MARK DISK
 NM1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1020_STAMPING: K 270 1949
 NM1020_MARK LOGO: CGS
 NM1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1020+STABILITY: SURFACE MOTION
 NM1020
 NM1020  HISTORY     - Date     Condition        Report By
 NM1020  HISTORY     - 1949     MONUMENTED       CGS
 NM1020  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1020
 NM1020                          STATION DESCRIPTION
 NM1020
 NM1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1020'4.5 MI SW FROM YANKTON.
 NM1020'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1020'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 3.4
 NM1020'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, ON TOP OF A SMALL KNOLL,
 NM1020'IN BETWEEN TWO CURVES, 0.55 MILE SOUTHWEST OF THE ATENS CEMETERY
 NM1020'GATE, 32.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 NM1020'EAST OF A FENCE LINE, 1.8 FEET SOUTH OF A REFERENCE POST, AND
 NM1020'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 NM1020'GROUND.
 NM1020
 NM1020                          STATION RECOVERY (1981)
 NM1020
 NM1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1403 ***********************************************************************
 NM1403  DESIGNATION -  K 271
 NM1403  PID         -  NM1403
 NM1403  STATE/COUNTY-  NE/KNOX
 NM1403  COUNTRY     -  US
 NM1403  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1403
 NM1403                         *CURRENT SURVEY CONTROL
 NM1403  ______________________________________________________________________
 NM1403* NAD 83(1986) POSITION- 42 46 49.     (N) 097 44 47.     (W)   SCALED
 NM1403* NAVD 88 ORTHO HEIGHT -   540.356 (meters)     1772.82  (feet) ADJUSTED
 NM1403  ______________________________________________________________________
 NM1403  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 NM1403  DYNAMIC HEIGHT  -        540.169 (meters)     1772.20  (feet) COMP
 NM1403  MODELED GRAVITY -    980,257.6   (mgal)                       NAVD 88
 NM1403
 NM1403  VERT ORDER      -  SECOND    CLASS 0
 NM1403
 NM1403.The horizontal coordinates were scaled from a map and have
 NM1403.an estimated accuracy of +/- 6 seconds.
 NM1403
 NM1403.The orthometric height was determined by differential leveling and
 NM1403.adjusted by the NATIONAL GEODETIC SURVEY
 NM1403.in June 1991.
 NM1403
 NM1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1403.GEOID18 height accuracy estimate available here.
 NM1403
 NM1403.Click photographs - Photos may exist for this station.
 NM1403
 NM1403.The dynamic height is computed by dividing the NAVD 88
 NM1403.geopotential number by the normal gravity value computed on the
 NM1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1403.degrees latitude (g = 980.6199 gals.).
 NM1403
 NM1403.The modeled gravity was interpolated from observed gravity values.
 NM1403
 NM1403;                    North         East    Units  Estimated Accuracy
 NM1403;SPC NE       -   329,620.      684,380.      MT  (+/- 180 meters Scaled)
 NM1403
 NM1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN025371(NAD 83)
 NM1403
 NM1403                          SUPERSEDED SURVEY CONTROL
 NM1403
 NM1403  NGVD 29 (??/??/92)  540.123  (m)         1772.05   (f) ADJ UNCH    2 0
 NM1403
 NM1403.Superseded values are not recommended for survey control.
 NM1403
 NM1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1403.See file dsdata.pdf to determine how the superseded data were derived.
 NM1403
 NM1403_MARKER: DB = BENCH MARK DISK
 NM1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1403_STAMPING: K 271 1949
 NM1403_MARK LOGO: CGS
 NM1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1403+STABILITY: SURFACE MOTION
 NM1403
 NM1403  HISTORY     - Date     Condition        Report By
 NM1403  HISTORY     - 1949     MONUMENTED       CGS
 NM1403
 NM1403                          STATION DESCRIPTION
 NM1403
 NM1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1403'5.6 MI NW FROM LINDY.
 NM1403'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1403'MAIN STREET OF LINDY, THENCE 1.0 EAST ALONG A DIRT ROAD, THENCE
 NM1403'1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 NM1403'A DIRT ROAD, THENCE 0.5 MILE NORTHWEST ALONG A WINDING DIRT ROAD,
 NM1403'27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 NM1403'NORTHWEST OF A BRACED POWER LINE POLE, 1.5 FEET NORTHWEST OF A
 NM1403'FENCE LINE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN
 NM1403'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1403'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0321 ***********************************************************************
 NN0321  DESIGNATION -  K 273
 NN0321  PID         -  NN0321
 NN0321  STATE/COUNTY-  NE/BOYD
 NN0321  COUNTRY     -  US
 NN0321  USGS QUAD   -  GROSS (2017)
 NN0321
 NN0321                         *CURRENT SURVEY CONTROL
 NN0321  ______________________________________________________________________
 NN0321* NAD 83(1986) POSITION- 42 55 47.     (N) 098 32 40.     (W)   SCALED
 NN0321* NAVD 88 ORTHO HEIGHT -   528.890 (meters)     1735.20  (feet) ADJUSTED
 NN0321  ______________________________________________________________________
 NN0321  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 NN0321  DYNAMIC HEIGHT  -        528.701 (meters)     1734.58  (feet) COMP
 NN0321  MODELED GRAVITY -    980,248.1   (mgal)                       NAVD 88
 NN0321
 NN0321  VERT ORDER      -  SECOND    CLASS 0
 NN0321
 NN0321.The horizontal coordinates were scaled from a map and have
 NN0321.an estimated accuracy of +/- 6 seconds.
 NN0321
 NN0321.The orthometric height was determined by differential leveling and
 NN0321.adjusted by the NATIONAL GEODETIC SURVEY
 NN0321.in June 1991.
 NN0321
 NN0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0321.GEOID18 height accuracy estimate available here.
 NN0321
 NN0321.Click photographs - Photos may exist for this station.
 NN0321
 NN0321.The dynamic height is computed by dividing the NAVD 88
 NN0321.geopotential number by the normal gravity value computed on the
 NN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0321.degrees latitude (g = 980.6199 gals.).
 NN0321
 NN0321.The modeled gravity was interpolated from observed gravity values.
 NN0321
 NN0321;                    North         East    Units  Estimated Accuracy
 NN0321;SPC NE       -   344,810.      618,810.      MT  (+/- 180 meters Scaled)
 NN0321
 NN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371531(NAD 83)
 NN0321
 NN0321                          SUPERSEDED SURVEY CONTROL
 NN0321
 NN0321  NGVD 29 (??/??/92)  528.607  (m)         1734.27   (f) ADJ UNCH    2 0
 NN0321
 NN0321.Superseded values are not recommended for survey control.
 NN0321
 NN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0321.See file dsdata.pdf to determine how the superseded data were derived.
 NN0321
 NN0321_MARKER: DB = BENCH MARK DISK
 NN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0321_STAMPING: K 273 1949
 NN0321_MARK LOGO: CGS
 NN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0321+STABILITY: SURFACE MOTION
 NN0321
 NN0321  HISTORY     - Date     Condition        Report By
 NN0321  HISTORY     - 1949     MONUMENTED       CGS
 NN0321
 NN0321                          STATION DESCRIPTION
 NN0321
 NN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0321'9.9 MI NE FROM BRISTOW.
 NN0321'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0321'THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG
 NN0321'A DIRT ROAD, IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 NN0321'115.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33.0
 NN0321'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 75.5 FEET
 NN0321'EAST OF A CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.1 FEET
 NN0321'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0321'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 NN0321'LOCATED 1.0 MILE WEST OF BENCH MARK J 273.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1129 ***********************************************************************
 NM1129  DESIGNATION -  K 274
 NM1129  PID         -  NM1129
 NM1129  STATE/COUNTY-  NE/CEDAR
 NM1129  COUNTRY     -  US
 NM1129  USGS QUAD   -  HARTINGTON (2017)
 NM1129
 NM1129                         *CURRENT SURVEY CONTROL
 NM1129  ______________________________________________________________________
 NM1129* NAD 83(1986) POSITION- 42 36 12.     (N) 097 15 02.     (W)   SCALED
 NM1129* NAVD 88 ORTHO HEIGHT -   420.240 (meters)     1378.74  (feet) ADJUSTED
 NM1129  ______________________________________________________________________
 NM1129  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 NM1129  DYNAMIC HEIGHT  -        420.095 (meters)     1378.26  (feet) COMP
 NM1129  MODELED GRAVITY -    980,263.9   (mgal)                       NAVD 88
 NM1129
 NM1129  VERT ORDER      -  SECOND    CLASS 0
 NM1129
 NM1129.This mark is at Hartington Municipal Airport (NE02)
 NM1129
 NM1129.The horizontal coordinates were scaled from a map and have
 NM1129.an estimated accuracy of +/- 6 seconds.
 NM1129
 NM1129.The orthometric height was determined by differential leveling and
 NM1129.adjusted by the NATIONAL GEODETIC SURVEY
 NM1129.in June 1991.
 NM1129
 NM1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1129.GEOID18 height accuracy estimate available here.
 NM1129
 NM1129.Click photographs - Photos may exist for this station.
 NM1129
 NM1129.The dynamic height is computed by dividing the NAVD 88
 NM1129.geopotential number by the normal gravity value computed on the
 NM1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1129.degrees latitude (g = 980.6199 gals.).
 NM1129
 NM1129.The modeled gravity was interpolated from observed gravity values.
 NM1129
 NM1129;                    North         East    Units  Estimated Accuracy
 NM1129;SPC NE       -   311,150.      725,560.      MT  (+/- 180 meters Scaled)
 NM1129
 NM1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435182(NAD 83)
 NM1129
 NM1129                          SUPERSEDED SURVEY CONTROL
 NM1129
 NM1129  NGVD 29 (??/??/92)  420.036  (m)         1378.07   (f) ADJ UNCH    2 0
 NM1129
 NM1129.Superseded values are not recommended for survey control.
 NM1129
 NM1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1129.See file dsdata.pdf to determine how the superseded data were derived.
 NM1129
 NM1129_MARKER: DB = BENCH MARK DISK
 NM1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1129_STAMPING: K 274 1949
 NM1129_MARK LOGO: CGS
 NM1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1129+STABILITY: SURFACE MOTION
 NM1129
 NM1129  HISTORY     - Date     Condition        Report By
 NM1129  HISTORY     - 1949     MONUMENTED       CGS
 NM1129
 NM1129                          STATION DESCRIPTION
 NM1129
 NM1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1129'1.8 MI SE FROM HARTINGTON.
 NM1129'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1129'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1129'THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, AT THE HARTINGTON
 NM1129'AIRPORT, 10.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 NM1129'SOUTHWEST DOOR OF THE HANGAR, 1.8 FEET SOUTH OF THE WEST
 NM1129'CORNER OF THE HANGAR, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM1129'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1125 ***********************************************************************
 NM1125  DESIGNATION -  K 275
 NM1125  PID         -  NM1125
 NM1125  STATE/COUNTY-  NE/CEDAR
 NM1125  COUNTRY     -  US
 NM1125  USGS QUAD   -  HARTINGTON (2017)
 NM1125
 NM1125                         *CURRENT SURVEY CONTROL
 NM1125  ______________________________________________________________________
 NM1125* NAD 83(1986) POSITION- 42 36 46.     (N) 097 15 48.     (W)   SCALED
 NM1125* NAVD 88 ORTHO HEIGHT -   423.330 (meters)     1388.88  (feet) ADJUSTED
 NM1125  ______________________________________________________________________
 NM1125  GEOID HEIGHT    -        -25.517 (meters)                     GEOID18
 NM1125  DYNAMIC HEIGHT  -        423.185 (meters)     1388.40  (feet) COMP
 NM1125  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 NM1125
 NM1125  VERT ORDER      -  SECOND    CLASS 0
 NM1125
 NM1125.The horizontal coordinates were scaled from a map and have
 NM1125.an estimated accuracy of +/- 6 seconds.
 NM1125
 NM1125.The orthometric height was determined by differential leveling and
 NM1125.adjusted by the NATIONAL GEODETIC SURVEY
 NM1125.in June 1991.
 NM1125
 NM1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1125.GEOID18 height accuracy estimate available here.
 NM1125
 NM1125.Click photographs - Photos may exist for this station.
 NM1125
 NM1125.The dynamic height is computed by dividing the NAVD 88
 NM1125.geopotential number by the normal gravity value computed on the
 NM1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1125.degrees latitude (g = 980.6199 gals.).
 NM1125
 NM1125.The modeled gravity was interpolated from observed gravity values.
 NM1125
 NM1125;                    North         East    Units  Estimated Accuracy
 NM1125;SPC NE       -   312,160.      724,470.      MT  (+/- 180 meters Scaled)
 NM1125
 NM1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN424192(NAD 83)
 NM1125
 NM1125                          SUPERSEDED SURVEY CONTROL
 NM1125
 NM1125  NGVD 29 (??/??/92)  423.127  (m)         1388.21   (f) ADJ UNCH    2 0
 NM1125
 NM1125.Superseded values are not recommended for survey control.
 NM1125
 NM1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1125.See file dsdata.pdf to determine how the superseded data were derived.
 NM1125
 NM1125_MARKER: DB = BENCH MARK DISK
 NM1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1125_STAMPING: K 275 1949
 NM1125_MARK LOGO: CGS
 NM1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1125+STABILITY: SURFACE MOTION
 NM1125
 NM1125  HISTORY     - Date     Condition        Report By
 NM1125  HISTORY     - 1949     MONUMENTED       CGS
 NM1125  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 NM1125
 NM1125                          STATION DESCRIPTION
 NM1125
 NM1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1125'1 MI S FROM HARTINGTON.
 NM1125'1.0 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS, AND
 NM1125'OMAHA RAILROAD FROM THE RAILROAD STATION AT HARTINGTON, 128.0
 NM1125'FEET NORTHWEST OF THE NORTHWEST RAIL FROM A POINT IN THE CENTER
 NM1125'OF THE ROAD CROSSING, 81 FEET NORTH OF THE CENTER LINE OF AN
 NM1125'EAST-WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF A T ROAD
 NM1125'LEADING NORTH, 12.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.0
 NM1125'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1125'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1125
 NM1125                          STATION RECOVERY (1969)
 NM1125
 NM1125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 NM1125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0880 ***********************************************************************
 NM0880  DESIGNATION -  K 276
 NM0880  PID         -  NM0880
 NM0880  STATE/COUNTY-  NE/DIXON
 NM0880  COUNTRY     -  US
 NM0880  USGS QUAD   -  BURBANK (2017)
 NM0880
 NM0880                         *CURRENT SURVEY CONTROL
 NM0880  ______________________________________________________________________
 NM0880* NAD 83(1986) POSITION- 42 40 04.     (N) 096 49 13.     (W)   SCALED
 NM0880* NAVD 88 ORTHO HEIGHT -   433.226 (meters)     1421.34  (feet) ADJUSTED
 NM0880  ______________________________________________________________________
 NM0880  GEOID HEIGHT    -        -25.504 (meters)                     GEOID18
 NM0880  DYNAMIC HEIGHT  -        433.094 (meters)     1420.91  (feet) COMP
 NM0880  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 NM0880
 NM0880  VERT ORDER      -  SECOND    CLASS 0
 NM0880
 NM0880.The horizontal coordinates were scaled from a map and have
 NM0880.an estimated accuracy of +/- 6 seconds.
 NM0880
 NM0880.The orthometric height was determined by differential leveling and
 NM0880.adjusted by the NATIONAL GEODETIC SURVEY
 NM0880.in June 1991.
 NM0880
 NM0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0880.GEOID18 height accuracy estimate available here.
 NM0880
 NM0880.Click photographs - Photos may exist for this station.
 NM0880
 NM0880.The dynamic height is computed by dividing the NAVD 88
 NM0880.geopotential number by the normal gravity value computed on the
 NM0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0880.degrees latitude (g = 980.6199 gals.).
 NM0880
 NM0880.The modeled gravity was interpolated from observed gravity values.
 NM0880
 NM0880;                    North         East    Units  Estimated Accuracy
 NM0880;SPC NE       -   319,510.      760,580.      MT  (+/- 180 meters Scaled)
 NM0880
 NM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN786262(NAD 83)
 NM0880
 NM0880                          SUPERSEDED SURVEY CONTROL
 NM0880
 NM0880  NGVD 29 (??/??/92)  433.042  (m)         1420.74   (f) ADJ UNCH    2 0
 NM0880
 NM0880.Superseded values are not recommended for survey control.
 NM0880
 NM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0880.See file dsdata.pdf to determine how the superseded data were derived.
 NM0880
 NM0880_MARKER: DB = BENCH MARK DISK
 NM0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0880_STAMPING: K 276 1949
 NM0880_MARK LOGO: CGS
 NM0880_PROJECTION: PROJECTING 24 CENTIMETERS
 NM0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0880+STABILITY: SURFACE MOTION
 NM0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0880+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0880
 NM0880  HISTORY     - Date     Condition        Report By
 NM0880  HISTORY     - 1949     MONUMENTED       CGS
 NM0880  HISTORY     - 20200924 GOOD             NEGS
 NM0880
 NM0880                          STATION DESCRIPTION
 NM0880
 NM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0880'5.2 MI SE FROM NEWCASTLE.
 NM0880'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0880'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0880'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES
 NM0880'NORTH ALONG A GRADED DIRT ROAD, ABOUT 1.0 MILE SOUTH OF THE
 NM0880'MISSOURI RIVER, 0.1 MILE SOUTH OF A WINDMILL, 32 FEET EAST OF THE
 NM0880'CENTER LINE OF THE ROAD, 17.4 FEET EAST OF THE RIGHT-OF-WAY
 NM0880'FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM0880'A 6-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NM0880
 NM0880                          STATION RECOVERY (2020)
 NM0880
 NM0880'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0880'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 12 AND NEBRASKA STREET AT
 NM0880'PONCA, GO NORTH ON NEBRASKA STREET FOR 0.1 MI (0.2 KM).  TURN RIGHT
 NM0880'(EAST) ONTO THIRD STREET AND GO 0.07 MI (0.11 KM) TO THE INTERSECTION
 NM0880'OF NE. 26E (UNION STREET).  TURN LEFT (NORTH) AND GO 2.0 MI (3.2 KM)
 NM0880'TO THE INTERSECTION OF HIGHLAND ROAD.  TURN LEFT (WEST) AND GO 5.0 MI
 NM0880'(8.0 KM) TO THE INTERSECTION OF HIGHLAND ROAD AND 8845 ROAD.  TURN
 NM0880'LEFT (WEST) AND GO 3.89 MI (6.26 KM) ON 8845 ROAD TO THE INTERSECTION
 NM0880'OF 8845 ROAD AND 885 ROAD.  TURN LEFT (WEST) AND GO 0.50 MI (0.80 KM)
 NM0880'TO THE INTERSECTION OF 885 ROAD AND 586 AVENUE.  TURN RIGHT (NORTH)
 NM0880'AND GO 1.4 MI (2.3 KM) MILES ON 586 AVENUE TO THE MARK ON THE RIGHT
 NM0880'(EAST) SIDE OF THE ROAD.  THE MONUMENT IS UNDER A CEDAR TREE, NEXT TO
 NM0880'THE TRUNK AND O.8 FT ABOVE THE GROUND.  THE MARK IS 2.0 FT (0.6 M)
 NM0880'WEST OF A REFERENCE POST, 17.4 FT (5.3 M) EAST OF THE ROW FENCE AND
 NM0880'32.0 FT (9.8 M) EAST OF THE CENTERLINE OF 586 ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0151 ***********************************************************************
 LG0151  DESIGNATION -  K 277
 LG0151  PID         -  LG0151
 LG0151  STATE/COUNTY-  NE/CASS
 LG0151  COUNTRY     -  US
 LG0151  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0151
 LG0151                         *CURRENT SURVEY CONTROL
 LG0151  ______________________________________________________________________
 LG0151* NAD 83(1986) POSITION- 40 54 52.     (N) 096 06 08.     (W)   SCALED
 LG0151* NAVD 88 ORTHO HEIGHT -   377.984 (meters)     1240.10  (feet) ADJUSTED
 LG0151  ______________________________________________________________________
 LG0151  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 LG0151  DYNAMIC HEIGHT  -        377.826 (meters)     1239.58  (feet) COMP
 LG0151  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 LG0151
 LG0151  VERT ORDER      -  SECOND    CLASS 0
 LG0151
 LG0151.The horizontal coordinates were scaled from a map and have
 LG0151.an estimated accuracy of +/- 6 seconds.
 LG0151
 LG0151.The orthometric height was determined by differential leveling and
 LG0151.adjusted by the NATIONAL GEODETIC SURVEY
 LG0151.in June 1991.
 LG0151
 LG0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0151.GEOID18 height accuracy estimate available here.
 LG0151
 LG0151.Click photographs - Photos may exist for this station.
 LG0151
 LG0151.The dynamic height is computed by dividing the NAVD 88
 LG0151.geopotential number by the normal gravity value computed on the
 LG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0151.degrees latitude (g = 980.6199 gals.).
 LG0151
 LG0151.The modeled gravity was interpolated from observed gravity values.
 LG0151
 LG0151;                    North         East    Units  Estimated Accuracy
 LG0151;SPC NE       -   127,430.      828,160.      MT  (+/- 180 meters Scaled)
 LG0151
 LG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL440333(NAD 83)
 LG0151
 LG0151                          SUPERSEDED SURVEY CONTROL
 LG0151
 LG0151  NGVD 29 (??/??/92)  377.889  (m)         1239.79   (f) ADJ UNCH    2 0
 LG0151
 LG0151.Superseded values are not recommended for survey control.
 LG0151
 LG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0151.See file dsdata.pdf to determine how the superseded data were derived.
 LG0151
 LG0151_MARKER: DB = BENCH MARK DISK
 LG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0151_STAMPING: K 277 1950
 LG0151_MARK LOGO: CGS
 LG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0151+STABILITY: SURFACE MOTION
 LG0151
 LG0151  HISTORY     - Date     Condition        Report By
 LG0151  HISTORY     - 1950     MONUMENTED       CGS
 LG0151
 LG0151                          STATION DESCRIPTION
 LG0151
 LG0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0151'5.5 MI NE FROM WEEPING WATER.
 LG0151'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0151'WEEPING WATER, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 1, AT A
 LG0151'ROAD INTERSECTION, 37 FEET SOUTH OF THE CENTER LINE OF THE
 LG0151'HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 LG0151'ROAD, 6 FEET NORTHWEST OF A FENCE, 7 FEET SOUTHEAST OF A
 LG0151'TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 LG0151'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0152 ***********************************************************************
 LG0152  DESIGNATION -  K 277 RESET
 LG0152  PID         -  LG0152
 LG0152  STATE/COUNTY-  NE/CASS
 LG0152  COUNTRY     -  US
 LG0152  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0152
 LG0152                         *CURRENT SURVEY CONTROL
 LG0152  ______________________________________________________________________
 LG0152* NAD 83(1986) POSITION- 40 54 52.     (N) 096 06 09.     (W)   SCALED
 LG0152* NAVD 88 ORTHO HEIGHT -   377.59  (meters)     1238.8   (feet) RESET
 LG0152  ______________________________________________________________________
 LG0152  GEOID HEIGHT    -        -26.730 (meters)                     GEOID18
 LG0152  VERT ORDER      -  THIRD
 LG0152
 LG0152.The horizontal coordinates were scaled from a map and have
 LG0152.an estimated accuracy of +/- 6 seconds.
 LG0152
 LG0152.The orthometric height was computed from unverified reset data.
 LG0152
 LG0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0152.GEOID18 height accuracy estimate available here.
 LG0152
 LG0152.Click photographs - Photos may exist for this station.
 LG0152
 LG0152;                    North         East    Units  Estimated Accuracy
 LG0152;SPC NE       -   127,430.      828,140.      MT  (+/- 180 meters Scaled)
 LG0152
 LG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL440333(NAD 83)
 LG0152
 LG0152                          SUPERSEDED SURVEY CONTROL
 LG0152
 LG0152  NGVD 29 (??/??/??)  377.50   (m)         1238.5    (f) RESET       3  
 LG0152
 LG0152.Superseded values are not recommended for survey control.
 LG0152
 LG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0152.See file dsdata.pdf to determine how the superseded data were derived.
 LG0152
 LG0152_MARKER: DB = BENCH MARK DISK
 LG0152_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0152+WITH SETTING: PAVEMENT
 LG0152_SP_SET: FENCE POST BASE
 LG0152_STAMPING: K 277 RESET 1966
 LG0152_MARK LOGO: CGS
 LG0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0152+STABILITY: SURFACE MOTION
 LG0152
 LG0152  HISTORY     - Date     Condition        Report By
 LG0152  HISTORY     - 1966     MONUMENTED       LOCENG
 LG0152
 LG0152                          STATION DESCRIPTION
 LG0152
 LG0152'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0152'5.5 MI NE FROM WEEPING WATER.
 LG0152'ABOUT 3.5 MILES NORTH ALONG OLD STATE HIGHWAY 50 FROM THE HIGH
 LG0152'SCHOOL AT WEEPING WATER, THENCE 2 MILES EAST ALONG STATE HIGHWAY
 LG0152'1, AT A ROAD INTERSECTION, 60 FEET SOUTH OF THE CENTERLINE OF
 LG0152'THE HIGHWAY, 40 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 LG0152'ROAD, 1.0 FOOT NORTH OF A FENCE AND SET IN THE TOP OF A CONCRETE
 LG0152'BASE AND FENCE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0420 ***********************************************************************
 ML0420  DESIGNATION -  K 281
 ML0420  PID         -  ML0420
 ML0420  STATE/COUNTY-  NE/HOWARD
 ML0420  COUNTRY     -  US
 ML0420  USGS QUAD   -  FARWELL (2017)
 ML0420
 ML0420                         *CURRENT SURVEY CONTROL
 ML0420  ______________________________________________________________________
 ML0420* NAD 83(1986) POSITION- 41 08 01.     (N) 098 43 47.     (W)   SCALED
 ML0420* NAVD 88 ORTHO HEIGHT -   622.690 (meters)     2042.94  (feet) ADJUSTED
 ML0420  ______________________________________________________________________
 ML0420  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 ML0420  DYNAMIC HEIGHT  -        622.372 (meters)     2041.90  (feet) COMP
 ML0420  MODELED GRAVITY -    980,094.1   (mgal)                       NAVD 88
 ML0420
 ML0420  VERT ORDER      -  SECOND    CLASS 0
 ML0420
 ML0420.The horizontal coordinates were scaled from a map and have
 ML0420.an estimated accuracy of +/- 6 seconds.
 ML0420
 ML0420.The orthometric height was determined by differential leveling and
 ML0420.adjusted by the NATIONAL GEODETIC SURVEY
 ML0420.in June 1991.
 ML0420
 ML0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0420.GEOID18 height accuracy estimate available here.
 ML0420
 ML0420.Click photographs - Photos may exist for this station.
 ML0420
 ML0420.The dynamic height is computed by dividing the NAVD 88
 ML0420.geopotential number by the normal gravity value computed on the
 ML0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0420.degrees latitude (g = 980.6199 gals.).
 ML0420
 ML0420.The modeled gravity was interpolated from observed gravity values.
 ML0420
 ML0420;                    North         East    Units  Estimated Accuracy
 ML0420;SPC NE       -   145,150.      606,620.      MT  (+/- 180 meters Scaled)
 ML0420
 ML0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226536(NAD 83)
 ML0420
 ML0420                          SUPERSEDED SURVEY CONTROL
 ML0420
 ML0420  NGVD 29 (??/??/92)  622.450  (m)         2042.15   (f) ADJ UNCH    2 0
 ML0420
 ML0420.Superseded values are not recommended for survey control.
 ML0420
 ML0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0420.See file dsdata.pdf to determine how the superseded data were derived.
 ML0420
 ML0420_MARKER: DB = BENCH MARK DISK
 ML0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0420_STAMPING: K 281 1949
 ML0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0420+STABILITY: SURFACE MOTION
 ML0420
 ML0420  HISTORY     - Date     Condition        Report By
 ML0420  HISTORY     - 1949     MONUMENTED       CGS
 ML0420  HISTORY     - 1966     GOOD             CGS
 ML0420
 ML0420                          STATION DESCRIPTION
 ML0420
 ML0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0420'4.6 MI N FROM BOELUS.
 ML0420'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION
 ML0420'PACIFIC RAILROAD STATION AT BOELUS, THENCE 3.9 MILES NORTH
 ML0420'ALONG A COUNTY ROAD, AT THE NORTHEAST CORNER OF SECTION 6,
 ML0420'T. 13 N., R. 12 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD
 ML0420'CROSSING, 105 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0420'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ML0420'0.9 FOOT NORTH OF A FENCE, 1.7 FEET EAST OF A REFERENCE POST,
 ML0420'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0420'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- A METAL WITNESS
 ML0420'POST WAS SET 1 FOOT EAST OF THE MARK.
 ML0420
 ML0420                          STATION RECOVERY (1966)
 ML0420
 ML0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0272 ***********************************************************************
 ML0272  DESIGNATION -  K 282
 ML0272  PID         -  ML0272
 ML0272  STATE/COUNTY-  NE/HOWARD
 ML0272  COUNTRY     -  US
 ML0272  USGS QUAD   -  SAINT PAUL (2017)
 ML0272
 ML0272                         *CURRENT SURVEY CONTROL
 ML0272  ______________________________________________________________________
 ML0272* NAD 83(1986) POSITION- 41 09 50.     (N) 098 29 58.     (W)   SCALED
 ML0272* NAVD 88 ORTHO HEIGHT -   559.396 (meters)     1835.29  (feet) ADJUSTED
 ML0272  ______________________________________________________________________
 ML0272  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 ML0272  DYNAMIC HEIGHT  -        559.110 (meters)     1834.35  (feet) COMP
 ML0272  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 ML0272
 ML0272  VERT ORDER      -  SECOND    CLASS 0
 ML0272
 ML0272.The horizontal coordinates were scaled from a map and have
 ML0272.an estimated accuracy of +/- 6 seconds.
 ML0272
 ML0272.The orthometric height was determined by differential leveling and
 ML0272.adjusted by the NATIONAL GEODETIC SURVEY
 ML0272.in June 1991.
 ML0272
 ML0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0272.GEOID18 height accuracy estimate available here.
 ML0272
 ML0272.Click photographs - Photos may exist for this station.
 ML0272
 ML0272.The dynamic height is computed by dividing the NAVD 88
 ML0272.geopotential number by the normal gravity value computed on the
 ML0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0272.degrees latitude (g = 980.6199 gals.).
 ML0272
 ML0272.The modeled gravity was interpolated from observed gravity values.
 ML0272
 ML0272;                    North         East    Units  Estimated Accuracy
 ML0272;SPC NE       -   148,820.      625,890.      MT  (+/- 180 meters Scaled)
 ML0272
 ML0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL419570(NAD 83)
 ML0272
 ML0272                          SUPERSEDED SURVEY CONTROL
 ML0272
 ML0272  NGVD 29 (??/??/92)  559.148  (m)         1834.47   (f) ADJ UNCH    2 0
 ML0272
 ML0272.Superseded values are not recommended for survey control.
 ML0272
 ML0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0272.See file dsdata.pdf to determine how the superseded data were derived.
 ML0272
 ML0272_MARKER: DB = BENCH MARK DISK
 ML0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0272_STAMPING: K 282 1949
 ML0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0272+STABILITY: SURFACE MOTION
 ML0272
 ML0272  HISTORY     - Date     Condition        Report By
 ML0272  HISTORY     - 1949     MONUMENTED       CGS
 ML0272
 ML0272                          STATION DESCRIPTION
 ML0272
 ML0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0272'4.8 MI NE FROM DANNEBROG.
 ML0272'2.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0272'STATION AT DANNEBROG, THENCE 0.6 MILE NORTH ALONG A COUNTY
 ML0272'ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, THENCE 1.0
 ML0272'MILE NORTH ALONG A COUNTY ROAD, AT THE SOUTHWEST CORNER OF
 ML0272'SECTION 20, T. 14 N., R. 10 W., 155 FEET NORTH OF A 3-WAY
 ML0272'CORNER FENCE POST, 18 FEET EAST OF THE CENTER LINE OF THE
 ML0272'ROAD, 15 FEET NORTH OF THE CENTER LINE OF A GATE, 1.1 FEET
 ML0272'EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN
 ML0272'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0272'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 ML0272'1.0 MILE SOUTH OF BENCH MARK J 282.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0276 ***********************************************************************
 ML0276  DESIGNATION -  K 283
 ML0276  PID         -  ML0276
 ML0276  STATE/COUNTY-  NE/HOWARD
 ML0276  COUNTRY     -  US
 ML0276  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0276
 ML0276                         *CURRENT SURVEY CONTROL
 ML0276  ______________________________________________________________________
 ML0276* NAD 83(1986) POSITION- 41 06 20.0    (N) 098 26 28.9    (W)   HD_HELD2
 ML0276* NAVD 88 ORTHO HEIGHT -   582.075 (meters)     1909.69  (feet) ADJUSTED
 ML0276  ______________________________________________________________________
 ML0276  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 ML0276  DYNAMIC HEIGHT  -        581.773 (meters)     1908.70  (feet) COMP
 ML0276  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 ML0276
 ML0276  VERT ORDER      -  SECOND    CLASS 0
 ML0276
 ML0276.The horizontal coordinates were established by autonomous hand held GPS
 ML0276.observations and have an estimated accuracy of +/- 10 meters.
 ML0276
 ML0276.The orthometric height was determined by differential leveling and
 ML0276.adjusted by the NATIONAL GEODETIC SURVEY
 ML0276.in June 1991.
 ML0276
 ML0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0276.GEOID18 height accuracy estimate available here.
 ML0276
 ML0276.Click photographs - Photos may exist for this station.
 ML0276
 ML0276.The dynamic height is computed by dividing the NAVD 88
 ML0276.geopotential number by the normal gravity value computed on the
 ML0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0276.degrees latitude (g = 980.6199 gals.).
 ML0276
 ML0276.The modeled gravity was interpolated from observed gravity values.
 ML0276
 ML0276;                    North         East    Units  Estimated Accuracy
 ML0276;SPC NE       -   142,429.      630,878.      MT  (+/- 10 meters HH2 GPS)
 ML0276
 ML0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4690750625(NAD 83)
 ML0276
 ML0276                          SUPERSEDED SURVEY CONTROL
 ML0276
 ML0276  NGVD 29 (??/??/92)  581.821  (m)         1908.86   (f) ADJ UNCH    2 0
 ML0276
 ML0276.Superseded values are not recommended for survey control.
 ML0276
 ML0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0276.See file dsdata.pdf to determine how the superseded data were derived.
 ML0276
 ML0276_MARKER: DB = BENCH MARK DISK
 ML0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0276_STAMPING: K 283 1949
 ML0276_MARK LOGO: CGS
 ML0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0276+STABILITY: SURFACE MOTION
 ML0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0276+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 ML0276
 ML0276  HISTORY     - Date     Condition        Report By
 ML0276  HISTORY     - 1949     MONUMENTED       CGS
 ML0276  HISTORY     - 20140602 GOOD             NEDR
 ML0276
 ML0276                          STATION DESCRIPTION
 ML0276
 ML0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0276'5.5 MI NW FROM ST LIBORY.
 ML0276'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0276'AT ST. LIBORY, THENCE 3.8 MILES WEST ALONG STATE HIGHWAY NO. 58,
 ML0276'AT THE NORTHEAST CORNER OF SECTION 15, T. 13 N., R. 10 W., IN
 ML0276'THE SOUTHWEST QUARTER OF A ROAD CROSSING, 138 FEET WEST OF THE
 ML0276'CENTER LINE OF THE NORTH-SOUTH ROAD, 69 FEET SOUTH OF THE CENTER
 ML0276'LINE OF THE HIGHWAY, 2.1 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST
 ML0276'FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 ML0276'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0276'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILE
 ML0276'EAST OF MARK ML-11-14(USBR).
 ML0276
 ML0276                          STATION RECOVERY (2014)
 ML0276
 ML0276'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014
 ML0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1519 ***********************************************************************
 LH1519  DESIGNATION -  K 284 RESET
 LH1519  PID         -  LH1519
 LH1519  STATE/COUNTY-  NE/HALL
 LH1519  COUNTRY     -  US
 LH1519  USGS QUAD   -  SHELTON NE (2017)
 LH1519
 LH1519                         *CURRENT SURVEY CONTROL
 LH1519  ______________________________________________________________________
 LH1519* NAD 83(1986) POSITION- 40 58 30.     (N) 098 30 42.     (W)   SCALED
 LH1519* NAVD 88 ORTHO HEIGHT -   580.03  (meters)     1903.0   (feet) RESET
 LH1519  ______________________________________________________________________
 LH1519  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 LH1519  VERT ORDER      -  THIRD
 LH1519
 LH1519.The horizontal coordinates were scaled from a map and have
 LH1519.an estimated accuracy of +/- 6 seconds.
 LH1519
 LH1519.The orthometric height was computed from unverified reset data.
 LH1519
 LH1519.No vertical observational check was made to the station.
 LH1519
 LH1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1519.GEOID18 height accuracy estimate available here.
 LH1519
 LH1519.Click photographs - Photos may exist for this station.
 LH1519
 LH1519;                    North         East    Units  Estimated Accuracy
 LH1519;SPC NE       -   127,830.      625,230.      MT  (+/- 180 meters Scaled)
 LH1519
 LH1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL410360(NAD 83)
 LH1519
 LH1519                          SUPERSEDED SURVEY CONTROL
 LH1519
 LH1519  NGVD 29 (01/31/13)  579.80   (m)         1902.2    (f) RESET       3  
 LH1519
 LH1519.Superseded values are not recommended for survey control.
 LH1519
 LH1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1519.See file dsdata.pdf to determine how the superseded data were derived.
 LH1519
 LH1519_MARKER: DV = VERTICAL CONTROL DISK
 LH1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1519_STAMPING: K 284 RESET 1983
 LH1519_MARK LOGO: NGS
 LH1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1519+STABILITY: SURFACE MOTION
 LH1519
 LH1519  HISTORY     - Date     Condition        Report By
 LH1519  HISTORY     - 1983     MONUMENTED       NGS
 LH1519
 LH1519                          STATION DESCRIPTION
 LH1519
 LH1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1519'8.93 KM (5.55 MI) EAST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LH1519'STATE HIGHWAY 11 IN CAIRO, THENCE 0.09 KM (0.05 MI) RIGHT AND SOUTH
 LH1519'ALONG A GRAVELED ROAD TO THE MARK ON THE LEFT, 91.50 M (300.20 FT)
 LH1519'SOUTH FROM THE INTERSECTION, 75.13 M (246.49 FT) SOUTHWEST OF THE
 LH1519'CENTERLINE OF THE HIGHWAY, 10.05 M (32.97 FT) EAST OF THE CENTERLINE
 LH1519'OF THE GRAVELED ROAD, 0.46 M (1.51 FT) NORTH OF A WITNESS POST, 0.30
 LH1519'M (0.98 FT) WEST OF A FENCE, SET INTO THE TOP OF A CONCRETE POST THAT
 LH1519'IS FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0325 ***********************************************************************
 ML0325  DESIGNATION -  K 285
 ML0325  PID         -  ML0325
 ML0325  STATE/COUNTY-  NE/SHERMAN
 ML0325  COUNTRY     -  US
 ML0325  USGS QUAD   -  ROCKVILLE (2017)
 ML0325
 ML0325                         *CURRENT SURVEY CONTROL
 ML0325  ______________________________________________________________________
 ML0325* NAD 83(1986) POSITION- 41 06 00.08   (N) 098 48 20.18   (W)   HD_HELD1
 ML0325* NAVD 88 ORTHO HEIGHT -   599.495 (meters)     1966.84  (feet) ADJUSTED
 ML0325  ______________________________________________________________________
 ML0325  GEOID HEIGHT    -        -24.257 (meters)                     GEOID18
 ML0325  DYNAMIC HEIGHT  -        599.184 (meters)     1965.82  (feet) COMP
 ML0325  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 ML0325
 ML0325  VERT ORDER      -  FIRST     CLASS II
 ML0325
 ML0325.The horizontal coordinates were determined by differentially corrected
 ML0325.hand held GPS observations or other comparable positioning techniques
 ML0325.and have an estimated accuracy of +/- 3 meters.
 ML0325
 ML0325.The orthometric height was determined by differential leveling and
 ML0325.adjusted by the NATIONAL GEODETIC SURVEY
 ML0325.in June 1991.
 ML0325
 ML0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0325.GEOID18 height accuracy estimate available here.
 ML0325
 ML0325.Click photographs - Photos may exist for this station.
 ML0325
 ML0325.The dynamic height is computed by dividing the NAVD 88
 ML0325.geopotential number by the normal gravity value computed on the
 ML0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0325.degrees latitude (g = 980.6199 gals.).
 ML0325
 ML0325.The modeled gravity was interpolated from observed gravity values.
 ML0325
 ML0325;                    North         East    Units  Estimated Accuracy
 ML0325;SPC NE       -   141,328.3     600,303.6     MT  (+/- 3 meters HH1 GPS) 
 ML0325
 ML0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1632449878(NAD 83)
 ML0325
 ML0325                          SUPERSEDED SURVEY CONTROL
 ML0325
 ML0325  NGVD 29 (??/??/92)  599.253  (m)         1966.05   (f) ADJ UNCH    1 2
 ML0325
 ML0325.Superseded values are not recommended for survey control.
 ML0325
 ML0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0325.See file dsdata.pdf to determine how the superseded data were derived.
 ML0325
 ML0325_MARKER: DB = BENCH MARK DISK
 ML0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0325_STAMPING: K 285 1949
 ML0325_MARK LOGO: CGS
 ML0325_PROJECTION: PROJECTING 6 CENTIMETERS
 ML0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0325+STABILITY: SURFACE MOTION
 ML0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0325+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2022
 ML0325
 ML0325  HISTORY     - Date     Condition        Report By
 ML0325  HISTORY     - 1949     MONUMENTED       CGS
 ML0325  HISTORY     - 1985     GOOD             NGS
 ML0325  HISTORY     - 20221003 GOOD             NEGS
 ML0325
 ML0325                          STATION DESCRIPTION
 ML0325
 ML0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0325'1.9 MI SE FROM ROCKVILLE.
 ML0325'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 58 FROM THE JUNCTION OF
 ML0325'STATE HIGHWAY NO. 58 WITH STATE HIGHWAY NO. 68 AT ROCKVILLE,
 ML0325'BETWEEN THE HIGHWAY AND THE RAILROAD TRACK, 45 FEET NORTHEAST OF
 ML0325'THE NORTHEAST RAIL OF THE TRACK, 44 FEET SOUTHWEST OF THE CENTER
 ML0325'LINE OF THE HIGHWAY, 9 FEET EAST OF THE PROJECTED CENTER LINE
 ML0325'OF A SIDE ROAD LEADING NORTH, 7 FEET SOUTH OF THE SECOND POLE
 ML0325'SOUTHEAST OF MILEPOST NO. 24, 1.1 FEET EAST OF A FENCE, 1.5 FEET
 ML0325'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT
 ML0325'A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0325
 ML0325                          STATION RECOVERY (1985)
 ML0325
 ML0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0325'2.57 KM (1.6 MI) SOUTH ALONG STATE HIGHWAY 58, FROM THE JUNCTION WITH
 ML0325'STATE HIGHWAY 68 AT ROCKVILLE, TO A ROAD ON THE LEFT AND THE MARK ON
 ML0325'THE RIGHT, 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 ML0325'HIGHWAY, 3.0 M (10 FT) EAST OF THE EXTENDED CENTERLINE OF THE GRADED
 ML0325'ROAD, 1.68 M (5.5 FT) SOUTHEAST FROM AN END FENCE POST.
 ML0325
 ML0325                          STATION RECOVERY (2022)
 ML0325
 ML0325'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 ML0325'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 68 AND NE. HIGHWAY 58
 ML0325'SOUTHEAST OF ROCKVILLE, NE., GO SOUTHEAST ON NE. HIGHWAY 58
 ML0325'APPROXIMATELY 1.59 MI (2.56 KM) TO MILE POST 25.69 AND THE MARK ON THE
 ML0325'RIGHT (SOUTHWEST) SIDE OF NE. HIGHWAY 58.  THE MARK IS APPROXIMATELY
 ML0325'62.0 FT (18.9 M) SOUTHWEST OF THE CENTERLINE OF NE. HIGHWAY 58, 5.5 FT
 ML0325'(1.7 M) SOUTHEAST OF AN END FENCE POST AND 10.0 FT (3.0 M) EAST OF THE
 ML0325'EXTENDED CENTERLINE OF COUNTY ROAD 483.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0431 ***********************************************************************
 LH0431  DESIGNATION -  K 286
 LH0431  PID         -  LH0431
 LH0431  STATE/COUNTY-  NE/HALL
 LH0431  COUNTRY     -  US
 LH0431  USGS QUAD   -  PROSSER (2017)
 LH0431
 LH0431                         *CURRENT SURVEY CONTROL
 LH0431  ______________________________________________________________________
 LH0431* NAD 83(1986) POSITION- 40 44 57.09   (N) 098 30 08.35   (W)   HD_HELD1
 LH0431* NAVD 88 ORTHO HEIGHT -   595.371 (meters)     1953.31  (feet) ADJUSTED
 LH0431  ______________________________________________________________________
 LH0431  GEOID HEIGHT    -        -24.985 (meters)                     GEOID18
 LH0431  DYNAMIC HEIGHT  -        595.046 (meters)     1952.25  (feet) COMP
 LH0431  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 LH0431
 LH0431  VERT ORDER      -  SECOND    CLASS 0
 LH0431
 LH0431.The horizontal coordinates were determined by differentially corrected
 LH0431.hand held GPS observations or other comparable positioning techniques
 LH0431.and have an estimated accuracy of +/- 3 meters.
 LH0431
 LH0431.The orthometric height was determined by differential leveling and
 LH0431.adjusted by the NATIONAL GEODETIC SURVEY
 LH0431.in June 1991.
 LH0431
 LH0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0431.GEOID18 height accuracy estimate available here.
 LH0431
 LH0431.Click photographs - Photos may exist for this station.
 LH0431
 LH0431.The dynamic height is computed by dividing the NAVD 88
 LH0431.geopotential number by the normal gravity value computed on the
 LH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0431.degrees latitude (g = 980.6199 gals.).
 LH0431
 LH0431.The modeled gravity was interpolated from observed gravity values.
 LH0431
 LH0431;                    North         East    Units  Estimated Accuracy
 LH0431;SPC NE       -   102,781.3     626,445.5     MT  (+/- 3 meters HH1 GPS) 
 LH0431
 LH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4201411034(NAD 83)
 LH0431
 LH0431                          SUPERSEDED SURVEY CONTROL
 LH0431
 LH0431  NGVD 29 (??/??/92)  595.123  (m)         1952.50   (f) ADJ UNCH    2 0
 LH0431
 LH0431.Superseded values are not recommended for survey control.
 LH0431
 LH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0431.See file dsdata.pdf to determine how the superseded data were derived.
 LH0431
 LH0431_MARKER: DB = BENCH MARK DISK
 LH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0431_STAMPING: K 286 1949
 LH0431_MARK LOGO: CGS
 LH0431_PROJECTION: FLUSH
 LH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0431+STABILITY: SURFACE MOTION
 LH0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0431+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2020
 LH0431
 LH0431  HISTORY     - Date     Condition        Report By
 LH0431  HISTORY     - 1949     MONUMENTED       CGS
 LH0431  HISTORY     - 20200610 GOOD             NDOT
 LH0431  HISTORY     - 20200922 GOOD             NE-079
 LH0431
 LH0431                          STATION DESCRIPTION
 LH0431
 LH0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0431'9.8 MI SW FROM ALDA.
 LH0431'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0431'PACIFIC RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG
 LH0431'A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD,
 LH0431'THENCE 6.25 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 LH0431'WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A
 LH0431'GRAVELED ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENT NORTH AND
 LH0431'WEST, 65 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 LH0431'44 FEET WEST OF THE CENTER OF A WIRE GATE, 10.6 FEET SOUTHWEST
 LH0431'OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET EAST
 LH0431'OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 LH0431'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0431
 LH0431                          STATION RECOVERY (2020)
 LH0431
 LH0431'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2020 (BO)
 LH0431'RECOVERED IN GOOD CONDITION.
 LH0431
 LH0431                          STATION RECOVERY (2020)
 LH0431
 LH0431'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0431'THE MARK IS 0.5 MI (0.8 KM) EAST OF THE INTERSECTION OF 90TH ROAD AND
 LH0431'PLATTE RIVER ROAD, 43.7 FT (13.3 M) SOUTH OF THE PROJECTED EAST WEST
 LH0431'CENTERLINE OF PLATTE RIVER ROAD, 66.8 FT (20.4 M) SOUTHEAST OF THE
 LH0431'CENTERLINE CURVE PLATTE RIVER ROAD, 39.3 FT (12.0 M) WEST OF A CORNER
 LH0431'FENCE POST, 106.8 FT (32.6 M) SOUTHWEST OF A POWER POLE, 73.5 FT (22.4
 LH0431'M) NORTH-NORTHWEST OF A POWER POLE AND IN AN EAST-WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0390 ***********************************************************************
 LH0390  DESIGNATION -  K 287
 LH0390  PID         -  LH0390
 LH0390  STATE/COUNTY-  NE/HALL
 LH0390  COUNTRY     -  US
 LH0390  USGS QUAD   -  WOOD RIVER (2017)
 LH0390
 LH0390                         *CURRENT SURVEY CONTROL
 LH0390  ______________________________________________________________________
 LH0390* NAD 83(1986) POSITION- 40 49 23.25   (N) 098 35 18.23   (W)   HD_HELD1
 LH0390* NAVD 88 ORTHO HEIGHT -   597.590 (meters)     1960.59  (feet) ADJUSTED
 LH0390  ______________________________________________________________________
 LH0390  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 LH0390  DYNAMIC HEIGHT  -        597.266 (meters)     1959.53  (feet) COMP
 LH0390  MODELED GRAVITY -    980,062.9   (mgal)                       NAVD 88
 LH0390
 LH0390  VERT ORDER      -  FIRST     CLASS II
 LH0390
 LH0390.The horizontal coordinates were determined by differentially corrected
 LH0390.hand held GPS observations or other comparable positioning techniques
 LH0390.and have an estimated accuracy of +/- 3 meters.
 LH0390
 LH0390.The orthometric height was determined by differential leveling and
 LH0390.adjusted by the NATIONAL GEODETIC SURVEY
 LH0390.in June 1991.
 LH0390
 LH0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0390.GEOID18 height accuracy estimate available here.
 LH0390
 LH0390.Click photographs - Photos may exist for this station.
 LH0390
 LH0390.The dynamic height is computed by dividing the NAVD 88
 LH0390.geopotential number by the normal gravity value computed on the
 LH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0390.degrees latitude (g = 980.6199 gals.).
 LH0390
 LH0390.The modeled gravity was interpolated from observed gravity values.
 LH0390
 LH0390;                    North         East    Units  Estimated Accuracy
 LH0390;SPC NE       -   110,866.0     619,044.8     MT  (+/- 3 meters HH1 GPS) 
 LH0390
 LH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3470819204(NAD 83)
 LH0390
 LH0390                          SUPERSEDED SURVEY CONTROL
 LH0390
 LH0390  NGVD 29 (02/14/92)  597.332  (m)         1959.75   (f) ADJUSTED    1 2
 LH0390  NGVD 29 (??/??/87)  597.338  (m)         1959.77   (f) SUPERSEDED  1 2
 LH0390
 LH0390.Superseded values are not recommended for survey control.
 LH0390
 LH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0390.See file dsdata.pdf to determine how the superseded data were derived.
 LH0390
 LH0390_MARKER: DB = BENCH MARK DISK
 LH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0390_STAMPING: K 287 1949
 LH0390_MARK LOGO: CGS
 LH0390_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0390+STABILITY: SURFACE MOTION
 LH0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0390+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 LH0390
 LH0390  HISTORY     - Date     Condition        Report By
 LH0390  HISTORY     - 1949     MONUMENTED       CGS
 LH0390  HISTORY     - 19910924 GOOD             NGS
 LH0390  HISTORY     - 20150406 GOOD             INDIV
 LH0390  HISTORY     - 20150416 GOOD             INDIV
 LH0390  HISTORY     - 20200813 GOOD             NE-079
 LH0390
 LH0390                          STATION DESCRIPTION
 LH0390
 LH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0390'0.7 MI NE FROM WOOD RIVER.
 LH0390'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0390'STATION AT WOOD RIVER, AT A ROAD CROSSING, 86 FEET WEST OF
 LH0390'THE CENTER LINE OF A NORTH-SOUTH ROAD, 68.0 FEET SOUTHWEST OF
 LH0390'THE WEST END OF A 24-INCH GALVANIZE TUBE CULVERT, 46.0 FEET
 LH0390'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS,
 LH0390'1.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.4 FEET SOUTHWEST
 LH0390'OF A REFERENCE POST, AND SET IN THE TOP OF A 10-FOOT CONCRETE
 LH0390'POST PROJECTING 0.6 FOOT ABOVE THE GROUND AND WELDED ON THE
 LH0390'END OF AN 8-FOOT SECTION OF REINFORCING, STEEL.
 LH0390
 LH0390                          STATION RECOVERY (1991)
 LH0390
 LH0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0390'20.2 KM (12.55 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0390'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 64.0 M (210.0 FT) SOUTHEAST OF
 LH0390'THE HIGHWAY CENTERLINE, 25.9 M (85.0 FT) WEST OF THE CENTERLINE OF
 LH0390'STATE HIGHWAY 11, 14.1 M (46.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0390'UNION PACIFIC RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 LH0390'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 LH0390'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 LH0390
 LH0390                          STATION RECOVERY (2015)
 LH0390
 LH0390'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PS)
 LH0390'RECOVERED AS DESCRIBED,  
 LH0390'LAT. 40 49 23.3 N 
 LH0390'LONG. 098 35 18.2 W
 LH0390
 LH0390                          STATION RECOVERY (2015)
 LH0390
 LH0390'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 LH0390'RECOVERED AS DESCRIBED, 
 LH0390'LAT. 40 49 23.3 N 
 LH0390'LONG. 098 35 18.2 W
 LH0390
 LH0390                          STATION RECOVERY (2020)
 LH0390
 LH0390'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0390'THE MARK IS 0.9 FT (27 CM) NORTH OF AN ORANGE WITNESS POST, 1.6 FT
 LH0390'(0.5 M) SOUTH OF A CONCRETE POST, 45.7 FT (13.9 M) SOUTHEAST OF THE
 LH0390'NEAR RAIL OF THE UNION PACIFIC RAILROAD AND 84.2 FT (25.7 M) WEST OF
 LH0390'THE CENTERLINE OF ELM STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0450 ***********************************************************************
 LH0450  DESIGNATION -  K 289
 LH0450  PID         -  LH0450
 LH0450  STATE/COUNTY-  NE/BUFFALO
 LH0450  COUNTRY     -  US
 LH0450  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0450
 LH0450                         *CURRENT SURVEY CONTROL
 LH0450  ______________________________________________________________________
 LH0450* NAD 83(1986) POSITION- 40 41 29.     (N) 098 48 01.     (W)   SCALED
 LH0450* NAVD 88 ORTHO HEIGHT -   622.814 (meters)     2043.35  (feet) ADJUSTED
 LH0450  ______________________________________________________________________
 LH0450  GEOID HEIGHT    -        -24.750 (meters)                     GEOID18
 LH0450  DYNAMIC HEIGHT  -        622.465 (meters)     2042.20  (feet) COMP
 LH0450  MODELED GRAVITY -    980,044.1   (mgal)                       NAVD 88
 LH0450
 LH0450  VERT ORDER      -  SECOND    CLASS 0
 LH0450
 LH0450.The horizontal coordinates were scaled from a map and have
 LH0450.an estimated accuracy of +/- 6 seconds.
 LH0450
 LH0450.The orthometric height was determined by differential leveling and
 LH0450.adjusted by the NATIONAL GEODETIC SURVEY
 LH0450.in June 1991.
 LH0450
 LH0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0450.GEOID18 height accuracy estimate available here.
 LH0450
 LH0450.Click photographs - Photos may exist for this station.
 LH0450
 LH0450.The dynamic height is computed by dividing the NAVD 88
 LH0450.geopotential number by the normal gravity value computed on the
 LH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0450.degrees latitude (g = 980.6199 gals.).
 LH0450
 LH0450.The modeled gravity was interpolated from observed gravity values.
 LH0450
 LH0450;                    North         East    Units  Estimated Accuracy
 LH0450;SPC NE       -    95,970.      601,380.      MT  (+/- 180 meters Scaled)
 LH0450
 LH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL168045(NAD 83)
 LH0450
 LH0450                          SUPERSEDED SURVEY CONTROL
 LH0450
 LH0450  NGVD 29 (??/??/92)  622.558  (m)         2042.51   (f) ADJ UNCH    2 0
 LH0450
 LH0450.Superseded values are not recommended for survey control.
 LH0450
 LH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0450.See file dsdata.pdf to determine how the superseded data were derived.
 LH0450
 LH0450_MARKER: DB = BENCH MARK DISK
 LH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0450_STAMPING: K 289 1949
 LH0450_MARK LOGO: CGS
 LH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0450+STABILITY: SURFACE MOTION
 LH0450
 LH0450  HISTORY     - Date     Condition        Report By
 LH0450  HISTORY     - 1949     MONUMENTED       CGS
 LH0450
 LH0450                          STATION DESCRIPTION
 LH0450
 LH0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0450'4.4 MI W FROM DENMAN.
 LH0450'2.95 MILES WEST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0450'AT DENMAN, THENCE 0.45 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0450'1.05 MILES WEST ALONG A GRAVELED ROAD, 261.0 FEET SOUTHEAST OF
 LH0450'THE SOUTHEAST CORNER OF A VACANT FARM HOUSE, 59 FEET EAST OF
 LH0450'THE CENTER LINE OF A PRIVATE DRIVEWAY, 48 FEET EAST OF THE
 LH0450'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 40 FEET NORTH OF
 LH0450'THE CENTER LINE OF THE ROAD LEADING EAST, 29.0 FEET EAST OF A
 LH0450'40-INCH COTTONWOOD TREE, 2.3 FEET WEST OF A REFERENCE POST,
 LH0450'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 LH0450'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0136 ***********************************************************************
 LG0136  DESIGNATION -  K 290
 LG0136  PID         -  LG0136
 LG0136  STATE/COUNTY-  NE/CASS
 LG0136  COUNTRY     -  US
 LG0136  USGS QUAD   -  AVOCA (2017)
 LG0136
 LG0136                         *CURRENT SURVEY CONTROL
 LG0136  ______________________________________________________________________
 LG0136* NAD 83(1986) POSITION- 40 52 14.     (N) 096 06 43.     (W)   SCALED
 LG0136* NAVD 88 ORTHO HEIGHT -   360.665 (meters)     1183.28  (feet) ADJUSTED
 LG0136  ______________________________________________________________________
 LG0136  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 LG0136  DYNAMIC HEIGHT  -        360.512 (meters)     1182.78  (feet) COMP
 LG0136  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 LG0136
 LG0136  VERT ORDER      -  SECOND    CLASS 0
 LG0136
 LG0136.The horizontal coordinates were scaled from a map and have
 LG0136.an estimated accuracy of +/- 6 seconds.
 LG0136
 LG0136.The orthometric height was determined by differential leveling and
 LG0136.adjusted by the NATIONAL GEODETIC SURVEY
 LG0136.in June 1991.
 LG0136
 LG0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0136.GEOID18 height accuracy estimate available here.
 LG0136
 LG0136.Click photographs - Photos may exist for this station.
 LG0136
 LG0136.The dynamic height is computed by dividing the NAVD 88
 LG0136.geopotential number by the normal gravity value computed on the
 LG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0136.degrees latitude (g = 980.6199 gals.).
 LG0136
 LG0136.The modeled gravity was interpolated from observed gravity values.
 LG0136
 LG0136;                    North         East    Units  Estimated Accuracy
 LG0136;SPC NE       -   122,530.      827,560.      MT  (+/- 180 meters Scaled)
 LG0136
 LG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL433284(NAD 83)
 LG0136
 LG0136                          SUPERSEDED SURVEY CONTROL
 LG0136
 LG0136  NGVD 29 (??/??/92)  360.573  (m)         1182.98   (f) ADJ UNCH    2 0
 LG0136
 LG0136.Superseded values are not recommended for survey control.
 LG0136
 LG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0136.See file dsdata.pdf to determine how the superseded data were derived.
 LG0136
 LG0136_MARKER: DB = BENCH MARK DISK
 LG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0136_STAMPING: K 290 1950
 LG0136_MARK LOGO: CGS
 LG0136_PROJECTION: FLUSH
 LG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0136+STABILITY: SURFACE MOTION
 LG0136
 LG0136  HISTORY     - Date     Condition        Report By
 LG0136  HISTORY     - 1950     MONUMENTED       CGS
 LG0136  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0136
 LG0136                          STATION DESCRIPTION
 LG0136
 LG0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0136'1.8 MI E FROM WEEPING WATER.
 LG0136'0.75 MILE EAST ALONG A PAVED STREET FROM THE NEBRASKA STATE
 LG0136'BANK AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LG0136'ROAD, AT BROWNS AIRPORT, 162 FEET SOUTH OF THE CENTER LINE OF A
 LG0136'ROAD, 55 FEET SOUTH OF THE SOUTHEAST CORNER OF A STORAGE BUILDING,
 LG0136'60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, SET IN
 LG0136'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LG0136
 LG0136                          STATION RECOVERY (1964)
 LG0136
 LG0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0454 ***********************************************************************
 ML0454  DESIGNATION -  K 291
 ML0454  PID         -  ML0454
 ML0454  STATE/COUNTY-  NE/BUFFALO
 ML0454  COUNTRY     -  US
 ML0454  USGS QUAD   -  RAVENNA (2017)
 ML0454
 ML0454                         *CURRENT SURVEY CONTROL
 ML0454  ______________________________________________________________________
 ML0454* NAD 83(1986) POSITION- 41 00 48.     (N) 098 54 05.     (W)   SCALED
 ML0454* NAVD 88 ORTHO HEIGHT -   608.229 (meters)     1995.50  (feet) ADJUSTED
 ML0454  ______________________________________________________________________
 ML0454  GEOID HEIGHT    -        -24.258 (meters)                     GEOID18
 ML0454  DYNAMIC HEIGHT  -        607.904 (meters)     1994.43  (feet) COMP
 ML0454  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 ML0454
 ML0454  VERT ORDER      -  SECOND    CLASS 0
 ML0454
 ML0454.The horizontal coordinates were scaled from a map and have
 ML0454.an estimated accuracy of +/- 6 seconds.
 ML0454
 ML0454.The orthometric height was determined by differential leveling and
 ML0454.adjusted by the NATIONAL GEODETIC SURVEY
 ML0454.in June 1991.
 ML0454
 ML0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0454.GEOID18 height accuracy estimate available here.
 ML0454
 ML0454.Click photographs - Photos may exist for this station.
 ML0454
 ML0454.The dynamic height is computed by dividing the NAVD 88
 ML0454.geopotential number by the normal gravity value computed on the
 ML0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0454.degrees latitude (g = 980.6199 gals.).
 ML0454
 ML0454.The modeled gravity was interpolated from observed gravity values.
 ML0454
 ML0454;                    North         East    Units  Estimated Accuracy
 ML0454;SPC NE       -   131,600.      592,380.      MT  (+/- 180 meters Scaled)
 ML0454
 ML0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL082402(NAD 83)
 ML0454
 ML0454                          SUPERSEDED SURVEY CONTROL
 ML0454
 ML0454  NGVD 29 (??/??/92)  607.986  (m)         1994.70   (f) ADJ UNCH    2 0
 ML0454
 ML0454.Superseded values are not recommended for survey control.
 ML0454
 ML0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0454.See file dsdata.pdf to determine how the superseded data were derived.
 ML0454
 ML0454_MARKER: DB = BENCH MARK DISK
 ML0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0454_SP_SET: BRIDGE
 ML0454_STAMPING: K 291 1949
 ML0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0454
 ML0454  HISTORY     - Date     Condition        Report By
 ML0454  HISTORY     - 1949     MONUMENTED       CGS
 ML0454
 ML0454                          STATION DESCRIPTION
 ML0454
 ML0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0454'1.2 MI SE FROM RAVENNA.
 ML0454'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0454'AT RAVENNA, THENCE 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 ML0454'2, SET IN THE SOUTHWEST END OF THE SOUTHWEST ABUTMENT OF A
 ML0454'STEEL AND CONCRETE BRIDGE OVER THE SOUTH LOUP RIVER, 15 FEET
 ML0454'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT WEST OF THE
 ML0454'NORTHWEST END OF THE SOUTHWEST BRIDGE CURBING, LEVEL WITH THE
 ML0454'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0670 ***********************************************************************
 LH0670  DESIGNATION -  K 293
 LH0670  PID         -  LH0670
 LH0670  STATE/COUNTY-  NE/BUFFALO
 LH0670  COUNTRY     -  US
 LH0670  USGS QUAD   -  MILLER NE (2017)
 LH0670
 LH0670                         *CURRENT SURVEY CONTROL
 LH0670  ______________________________________________________________________
 LH0670* NAD 83(1986) POSITION- 40 58 31.22   (N) 099 16 26.02   (W)   HD_HELD1
 LH0670* NAVD 88 ORTHO HEIGHT -   678.196 (meters)     2225.05  (feet) ADJUSTED
 LH0670  ______________________________________________________________________
 LH0670  GEOID HEIGHT    -        -23.897 (meters)                     GEOID18
 LH0670  DYNAMIC HEIGHT  -        677.822 (meters)     2223.82  (feet) COMP
 LH0670  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 LH0670
 LH0670  VERT ORDER      -  SECOND    CLASS 0
 LH0670
 LH0670.The horizontal coordinates were determined by differentially corrected
 LH0670.hand held GPS observations or other comparable positioning techniques
 LH0670.and have an estimated accuracy of +/- 3 meters.
 LH0670
 LH0670.The orthometric height was determined by differential leveling and
 LH0670.adjusted by the NATIONAL GEODETIC SURVEY
 LH0670.in June 1991.
 LH0670
 LH0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0670.GEOID18 height accuracy estimate available here.
 LH0670
 LH0670.Click photographs - Photos may exist for this station.
 LH0670
 LH0670.The dynamic height is computed by dividing the NAVD 88
 LH0670.geopotential number by the normal gravity value computed on the
 LH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0670.degrees latitude (g = 980.6199 gals.).
 LH0670
 LH0670.The modeled gravity was interpolated from observed gravity values.
 LH0670
 LH0670;                    North         East    Units  Estimated Accuracy
 LH0670;SPC NE       -   127,049.6     561,094.8     MT  (+/- 3 meters HH1 GPS) 
 LH0670
 LH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7695636055(NAD 83)
 LH0670
 LH0670                          SUPERSEDED SURVEY CONTROL
 LH0670
 LH0670  NGVD 29 (??/??/92)  677.946  (m)         2224.23   (f) ADJ UNCH    2 0
 LH0670
 LH0670.Superseded values are not recommended for survey control.
 LH0670
 LH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0670.See file dsdata.pdf to determine how the superseded data were derived.
 LH0670
 LH0670_MARKER: DB = BENCH MARK DISK
 LH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0670_STAMPING: K 293 1949
 LH0670_MARK LOGO: CGS
 LH0670_PROJECTION: RECESSED 6 CENTIMETERS
 LH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0670+STABILITY: SURFACE MOTION
 LH0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0670+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 LH0670
 LH0670  HISTORY     - Date     Condition        Report By
 LH0670  HISTORY     - 1949     MONUMENTED       CGS
 LH0670  HISTORY     - 20210608 GOOD             NEGS
 LH0670
 LH0670                          STATION DESCRIPTION
 LH0670
 LH0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0670'11 MI N FROM AMHERST.
 LH0670'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0670'AMHERST, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 1.1
 LH0670'MILES NORTH ALONG A COUNTY ROAD, 0.1 MILE NORTH OF THE SOUTHWEST
 LH0670'CORNER OF SECTION 28, T. 12 N., R. 17 W., ABOUT 150 FEET SOUTHWEST
 LH0670'OF A FARMHOUSE, ABOUT 250 FEET NORTH OF A BRIDGE OVER DEATH
 LH0670'CREEK, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 LH0670'SOUTH OF THE CENTER LINE OF A GATE, 1.2 FEET WEST OF A FENCE,
 LH0670'1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0670'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0670'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.9 MILE SOUTH OF
 LH0670'MARK 23 WR(USGS).
 LH0670
 LH0670                          STATION RECOVERY (2021)
 LH0670
 LH0670'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0670'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 40 AND AMHERST ROAD ON THE
 LH0670'WEST SIDE OF AMHERST, NE., GO NORTH ON AMHERST ROAD APPROXIMATELY 9.35
 LH0670'MI (15.04 KM) TO THE MARK ON THE RIGHT (EAST) SIDE OF THE ROAD.  THE
 LH0670'MARK IS 35.0 FT (10.7 M) EAST OF THE CENTERLINE OF AMHERST ROAD, 20.0
 LH0670'FT (6.1 M) SOUTH OF THE CENTERLINE OF A FIELD DRIVE (EAST), 1.0 FT
 LH0670'(0.3 M) WEST OF THE ROW FENCE AND 0.90 FT (27 CM) WEST OF AN ORANGE
 LH0670'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0651 ***********************************************************************
 LH0651  DESIGNATION -  K 294
 LH0651  PID         -  LH0651
 LH0651  STATE/COUNTY-  NE/BUFFALO
 LH0651  COUNTRY     -  US
 LH0651  USGS QUAD   -  RIVERDALE (2017)
 LH0651
 LH0651                         *CURRENT SURVEY CONTROL
 LH0651  ______________________________________________________________________
 LH0651* NAD 83(1986) POSITION- 40 52 19.     (N) 099 09 34.     (W)   SCALED
 LH0651* NAVD 88 ORTHO HEIGHT -   698.285 (meters)     2290.96  (feet) ADJUSTED
 LH0651  ______________________________________________________________________
 LH0651  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 LH0651  DYNAMIC HEIGHT  -        697.898 (meters)     2289.69  (feet) COMP
 LH0651  MODELED GRAVITY -    980,046.8   (mgal)                       NAVD 88
 LH0651
 LH0651  VERT ORDER      -  SECOND    CLASS 0
 LH0651
 LH0651.The horizontal coordinates were scaled from a map and have
 LH0651.an estimated accuracy of +/- 6 seconds.
 LH0651
 LH0651.The orthometric height was determined by differential leveling and
 LH0651.adjusted by the NATIONAL GEODETIC SURVEY
 LH0651.in June 1991.
 LH0651
 LH0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0651.GEOID18 height accuracy estimate available here.
 LH0651
 LH0651.Click photographs - Photos may exist for this station.
 LH0651
 LH0651.The dynamic height is computed by dividing the NAVD 88
 LH0651.geopotential number by the normal gravity value computed on the
 LH0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0651.degrees latitude (g = 980.6199 gals.).
 LH0651
 LH0651.The modeled gravity was interpolated from observed gravity values.
 LH0651
 LH0651;                    North         East    Units  Estimated Accuracy
 LH0651;SPC NE       -   115,660.      570,840.      MT  (+/- 180 meters Scaled)
 LH0651
 LH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML865245(NAD 83)
 LH0651
 LH0651                          SUPERSEDED SURVEY CONTROL
 LH0651
 LH0651  NGVD 29 (??/??/92)  698.038  (m)         2290.15   (f) ADJ UNCH    2 0
 LH0651
 LH0651.Superseded values are not recommended for survey control.
 LH0651
 LH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0651.See file dsdata.pdf to determine how the superseded data were derived.
 LH0651
 LH0651_MARKER: DB = BENCH MARK DISK
 LH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0651_STAMPING: K 294 1949
 LH0651_MARK LOGO: CGS
 LH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0651+STABILITY: SURFACE MOTION
 LH0651
 LH0651  HISTORY     - Date     Condition        Report By
 LH0651  HISTORY     - 1949     MONUMENTED       CGS
 LH0651
 LH0651                          STATION DESCRIPTION
 LH0651
 LH0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0651'7.9 MI NE FROM AMHERST.
 LH0651'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0651'AMHERST, THENCE 5.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0651'NORTHWEST CORNER OF SECTION 5, T. 10 N., R. 16 W., IN THE
 LH0651'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.25 MILE
 LH0651'SOUTHEAST OF A LARGE RED BARN, 64 FEET EAST OF THE CENTER
 LH0651'LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE
 LH0651'OF THE EAST-WEST ROAD, 24 FEET EAST OF A GAS LINE PIPE, 1.4
 LH0651'FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST, SET IN
 LH0651'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0651'0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0564 ***********************************************************************
 LH0564  DESIGNATION -  K 295
 LH0564  PID         -  LH0564
 LH0564  STATE/COUNTY-  NE/BUFFALO
 LH0564  COUNTRY     -  US
 LH0564  USGS QUAD   -  AMHERST (2017)
 LH0564
 LH0564                         *CURRENT SURVEY CONTROL
 LH0564  ______________________________________________________________________
 LH0564* NAD 83(1986) POSITION- 40 48 51.     (N) 099 19 51.     (W)   SCALED
 LH0564* NAVD 88 ORTHO HEIGHT -   707.781 (meters)     2322.11  (feet) ADJUSTED
 LH0564  ______________________________________________________________________
 LH0564  GEOID HEIGHT    -        -24.146 (meters)                     GEOID18
 LH0564  DYNAMIC HEIGHT  -        707.374 (meters)     2320.78  (feet) COMP
 LH0564  MODELED GRAVITY -    980,025.9   (mgal)                       NAVD 88
 LH0564
 LH0564  VERT ORDER      -  SECOND    CLASS 0
 LH0564
 LH0564.The horizontal coordinates were scaled from a map and have
 LH0564.an estimated accuracy of +/- 6 seconds.
 LH0564
 LH0564.The orthometric height was determined by differential leveling and
 LH0564.adjusted by the NATIONAL GEODETIC SURVEY
 LH0564.in June 1991.
 LH0564
 LH0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0564.GEOID18 height accuracy estimate available here.
 LH0564
 LH0564.Click photographs - Photos may exist for this station.
 LH0564
 LH0564.The dynamic height is computed by dividing the NAVD 88
 LH0564.geopotential number by the normal gravity value computed on the
 LH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0564.degrees latitude (g = 980.6199 gals.).
 LH0564
 LH0564.The modeled gravity was interpolated from observed gravity values.
 LH0564
 LH0564;                    North         East    Units  Estimated Accuracy
 LH0564;SPC NE       -   109,120.      556,440.      MT  (+/- 180 meters Scaled)
 LH0564
 LH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML720181(NAD 83)
 LH0564
 LH0564                          SUPERSEDED SURVEY CONTROL
 LH0564
 LH0564  NGVD 29 (??/??/92)  707.519  (m)         2321.25   (f) ADJ UNCH    2 0
 LH0564
 LH0564.Superseded values are not recommended for survey control.
 LH0564
 LH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0564.See file dsdata.pdf to determine how the superseded data were derived.
 LH0564
 LH0564_MARKER: DB = BENCH MARK DISK
 LH0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0564_STAMPING: K 295 1949
 LH0564_MARK LOGO: CGS
 LH0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0564+STABILITY: SURFACE MOTION
 LH0564
 LH0564  HISTORY     - Date     Condition        Report By
 LH0564  HISTORY     - 1949     MONUMENTED       CGS
 LH0564
 LH0564                          STATION DESCRIPTION
 LH0564
 LH0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0564'5.7 MI SW FROM AMHERST.
 LH0564'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0564'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG
 LH0564'A COUNTY ROAD, THENCE 4.0 MILES WEST ALONG A COUNTY ROAD,
 LH0564'ABOUT 400 FEET SOUTH OF A PUBLIC ROAD CROSSING, AT THE SUMMIT
 LH0564'OF A HILL, 30 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0564'ROAD, 1 FOOT EAST OF A FENCE, 2 FEET NORTHEAST OF A REFERENCE
 LH0564'POST, ABOUT 2 FEET BELOW ROAD LEVEL, SET IN THE TOP OF A CONCRETE
 LH0564'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0841 ***********************************************************************
 MK0841  DESIGNATION -  K 296
 MK0841  PID         -  MK0841
 MK0841  STATE/COUNTY-  NE/CASS
 MK0841  COUNTRY     -  US
 MK0841  USGS QUAD   -  CEDAR CREEK (2017)
 MK0841
 MK0841                         *CURRENT SURVEY CONTROL
 MK0841  ______________________________________________________________________
 MK0841* NAD 83(1986) POSITION- 41 00 07.4    (N) 096 04 52.4    (W)   HD_HELD2
 MK0841* NAVD 88 ORTHO HEIGHT -   357.775 (meters)     1173.80  (feet) ADJUSTED
 MK0841  ______________________________________________________________________
 MK0841  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 MK0841  DYNAMIC HEIGHT  -        357.628 (meters)     1173.32  (feet) COMP
 MK0841  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MK0841
 MK0841  VERT ORDER      -  SECOND    CLASS 0
 MK0841
 MK0841.The horizontal coordinates were established by autonomous hand held GPS
 MK0841.observations and have an estimated accuracy of +/- 10 meters.
 MK0841
 MK0841.The orthometric height was determined by differential leveling and
 MK0841.adjusted by the NATIONAL GEODETIC SURVEY
 MK0841.in June 1991.
 MK0841
 MK0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0841.GEOID18 height accuracy estimate available here.
 MK0841
 MK0841.Click photographs - Photos may exist for this station.
 MK0841
 MK0841.The dynamic height is computed by dividing the NAVD 88
 MK0841.geopotential number by the normal gravity value computed on the
 MK0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0841.degrees latitude (g = 980.6199 gals.).
 MK0841
 MK0841.The modeled gravity was interpolated from observed gravity values.
 MK0841
 MK0841;                    North         East    Units  Estimated Accuracy
 MK0841;SPC NE       -   137,227.      829,484.      MT  (+/- 10 meters HH2 GPS)
 MK0841
 MK0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4548143089(NAD 83)
 MK0841
 MK0841                          SUPERSEDED SURVEY CONTROL
 MK0841
 MK0841  NGVD 29 (??/??/92)  357.678  (m)         1173.48   (f) ADJ UNCH    2 0
 MK0841
 MK0841.Superseded values are not recommended for survey control.
 MK0841
 MK0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0841.See file dsdata.pdf to determine how the superseded data were derived.
 MK0841
 MK0841_MARKER: DB = BENCH MARK DISK
 MK0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0841_STAMPING: K 296 1949
 MK0841_MARK LOGO: CGS
 MK0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0841+STABILITY: SURFACE MOTION
 MK0841
 MK0841  HISTORY     - Date     Condition        Report By
 MK0841  HISTORY     - 1949     MONUMENTED       CGS
 MK0841  HISTORY     - 1961     GOOD             DOD
 MK0841
 MK0841                          STATION DESCRIPTION
 MK0841
 MK0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0841'4.2 MI E FROM LOUISVILLE.
 MK0841'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0841'STATION AT LOUISVILLE, THENCE 4.15 MILES EAST ALONG THE
 MK0841'LOUISVILLE-PLATTSMOUTH ROAD, 0.1 MILE EAST OF A ROAD INTERSECTION,
 MK0841'ON THE EAST SLOPE OF A HILL, AT THE WEST EDGE OF A SMALL GROVE OF
 MK0841'TREES, 85 FEET NORTH OF THE CENTER LINE OF THE LOUISVILLE-PLATTSMOUTH
 MK0841'ROAD, 48 FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST OF A WIRE
 MK0841'FENCE, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 MK0841'OF A 5-FOOT CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MK0841
 MK0841                          STATION RECOVERY (1961)
 MK0841
 MK0841'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 MK0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0755 ***********************************************************************
 MK0755  DESIGNATION -  K 298
 MK0755  PID         -  MK0755
 MK0755  STATE/COUNTY-  NE/SAUNDERS
 MK0755  COUNTRY     -  US
 MK0755  USGS QUAD   -  ASHLAND WEST (2017)
 MK0755
 MK0755                         *CURRENT SURVEY CONTROL
 MK0755  ______________________________________________________________________
 MK0755* NAD 83(1986) POSITION- 41 05 18.     (N) 096 27 15.     (W)   SCALED
 MK0755* NAVD 88 ORTHO HEIGHT -   334.662 (meters)     1097.97  (feet) ADJUSTED
 MK0755  ______________________________________________________________________
 MK0755  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 MK0755  DYNAMIC HEIGHT  -        334.521 (meters)     1097.51  (feet) COMP
 MK0755  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 MK0755
 MK0755  VERT ORDER      -  SECOND    CLASS 0
 MK0755
 MK0755.The horizontal coordinates were scaled from a map and have
 MK0755.an estimated accuracy of +/- 6 seconds.
 MK0755
 MK0755.The orthometric height was determined by differential leveling and
 MK0755.adjusted by the NATIONAL GEODETIC SURVEY
 MK0755.in June 1991.
 MK0755
 MK0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0755.GEOID18 height accuracy estimate available here.
 MK0755
 MK0755.Click photographs - Photos may exist for this station.
 MK0755
 MK0755.The dynamic height is computed by dividing the NAVD 88
 MK0755.geopotential number by the normal gravity value computed on the
 MK0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0755.degrees latitude (g = 980.6199 gals.).
 MK0755
 MK0755.The modeled gravity was interpolated from observed gravity values.
 MK0755
 MK0755;                    North         East    Units  Estimated Accuracy
 MK0755;SPC NE       -   145,440.      797,750.      MT  (+/- 180 meters Scaled)
 MK0755
 MK0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL138516(NAD 83)
 MK0755
 MK0755                          SUPERSEDED SURVEY CONTROL
 MK0755
 MK0755  NGVD 29 (??/??/92)  334.549  (m)         1097.60   (f) ADJ UNCH    2 0
 MK0755
 MK0755.Superseded values are not recommended for survey control.
 MK0755
 MK0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0755.See file dsdata.pdf to determine how the superseded data were derived.
 MK0755
 MK0755_MARKER: DB = BENCH MARK DISK
 MK0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0755_STAMPING: K 298 1950
 MK0755_MARK LOGO: CGS
 MK0755_PROJECTION: FLUSH
 MK0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0755+STABILITY: SURFACE MOTION
 MK0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0755+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 MK0755
 MK0755  HISTORY     - Date     Condition        Report By
 MK0755  HISTORY     - 1950     MONUMENTED       CGS
 MK0755  HISTORY     - 1984     GOOD             LOCSUR
 MK0755  HISTORY     - 20090218 GOOD             NEDR
 MK0755
 MK0755                          STATION DESCRIPTION
 MK0755
 MK0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0755'1.4 MI W FROM MEMPHIS.
 MK0755'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0755'MEMPHIS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A T
 MK0755'ROAD JUNCTION, 39 FEET SOUTH OF THE CENTER LINE OF THE EAST
 MK0755'AND WEST ROAD, ON THE EXTENDED CENTER LINE OF THE ROAD LEADING
 MK0755'NORTH, 4 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 MK0755'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0755'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0755
 MK0755                          STATION RECOVERY (1984)
 MK0755
 MK0755'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0755'RECOVERED IN GOOD CONDITION.
 MK0755
 MK0755                          STATION RECOVERY (2009)
 MK0755
 MK0755'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0755'STATION RECOVERY (2009)
 MK0755'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78C, AT
 MK0755'MEMPHIS, NE., PROCEED SOUTH ON STATE HIGHWAY 66 FOR 0.30 MILE TO CURVE
 MK0755'IN HIGHWAY 66 AND COUNTY ROAD 7. TURN RIGHT (SOUTH) AND PROCEED ON
 MK0755'COUNTY ROAD 7 FOR 1.20 MILES TO COUNTY ROAD B.
 MK0755'TURN RIGHT (WEST) AND PROCEED 1.00 MILE TO COUNTY ROAD 8. TURN RIGHT
 MK0755'(NORTH) AND PROCEED 1.00 MILE TO COUNTY ROAD C. TURN LEFT (WEST) AND
 MK0755'PROCEED 0.50 MILE TO THE MARK ON THE LEFT (SOUTH) NEAR FENCE AT A T
 MK0755'INTERSECTION.
 MK0755'
 MK0755'MARK IS IN LINE WITH THE CENTERLINE OF NELLIE ROAD NORTH, 39 FEET
 MK0755'SOUTH OF THE CENTERLINE OF COUNTY ROAD C, 4.0 FEET EAST OF A BROKEN
 MK0755'CORNER FENCE POST, 1.5 FEET WEST OF A METAL WITNESS POST, 1.0 FOOT
 MK0755'NORTH OF THE EAST-WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0755'IS 0.15 FOOT BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0731 ***********************************************************************
 MK0731  DESIGNATION -  K 299
 MK0731  PID         -  MK0731
 MK0731  STATE/COUNTY-  NE/SAUNDERS
 MK0731  COUNTRY     -  US
 MK0731  USGS QUAD   -  MEAD (2017)
 MK0731
 MK0731                         *CURRENT SURVEY CONTROL
 MK0731  ______________________________________________________________________
 MK0731* NAD 83(1986) POSITION- 41 13 09.     (N) 096 28 58.     (W)   SCALED
 MK0731* NAVD 88 ORTHO HEIGHT -   365.564 (meters)     1199.35  (feet) ADJUSTED
 MK0731  ______________________________________________________________________
 MK0731  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 MK0731  DYNAMIC HEIGHT  -        365.395 (meters)     1198.80  (feet) COMP
 MK0731  MODELED GRAVITY -    980,151.4   (mgal)                       NAVD 88
 MK0731
 MK0731  VERT ORDER      -  SECOND    CLASS 0
 MK0731
 MK0731.The horizontal coordinates were scaled from a map and have
 MK0731.an estimated accuracy of +/- 6 seconds.
 MK0731
 MK0731.The orthometric height was determined by differential leveling and
 MK0731.adjusted by the NATIONAL GEODETIC SURVEY
 MK0731.in June 1991.
 MK0731
 MK0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0731.GEOID18 height accuracy estimate available here.
 MK0731
 MK0731.Click photographs - Photos may exist for this station.
 MK0731
 MK0731.The dynamic height is computed by dividing the NAVD 88
 MK0731.geopotential number by the normal gravity value computed on the
 MK0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0731.degrees latitude (g = 980.6199 gals.).
 MK0731
 MK0731.The modeled gravity was interpolated from observed gravity values.
 MK0731
 MK0731;                    North         East    Units  Estimated Accuracy
 MK0731;SPC NE       -   159,860.      794,760.      MT  (+/- 180 meters Scaled)
 MK0731
 MK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL110661(NAD 83)
 MK0731
 MK0731                          SUPERSEDED SURVEY CONTROL
 MK0731
 MK0731  NGVD 29 (??/??/92)  365.428  (m)         1198.91   (f) ADJ UNCH    2 0
 MK0731
 MK0731.Superseded values are not recommended for survey control.
 MK0731
 MK0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0731.See file dsdata.pdf to determine how the superseded data were derived.
 MK0731
 MK0731_MARKER: DB = BENCH MARK DISK
 MK0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0731_STAMPING: K 299 1950
 MK0731_MARK LOGO: CGS
 MK0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0731+STABILITY: SURFACE MOTION
 MK0731
 MK0731  HISTORY     - Date     Condition        Report By
 MK0731  HISTORY     - 1950     MONUMENTED       CGS
 MK0731  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0731
 MK0731                          STATION DESCRIPTION
 MK0731
 MK0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0731'0.9 MI SE FROM MEAD.
 MK0731'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0731'MEAD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, AT THE MAIN
 MK0731'ENTRANCE TO THE NEBRASKA ORDINANCE DEPOT, 117 FEET WEST OF THE
 MK0731'CENTER LINE OF THE PAVED ROAD, 78 FEET SOUTH OF THE CENTER LINE
 MK0731'OF AN EAST AND WEST ROAD, 62 FEET WEST OF A FENCE CORNER, 1.0
 MK0731'FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, SET IN
 MK0731'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0731'GROUND.  THIS MARK IS 1.0 MILE EAST OF BENCH MARK H 299.
 MK0731
 MK0731                          STATION RECOVERY (1968)
 MK0731
 MK0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0211 ***********************************************************************
 NO0211  DESIGNATION -  K 3
 NO0211  PID         -  NO0211
 NO0211  STATE/COUNTY-  NE/CHERRY
 NO0211  COUNTRY     -  US
 NO0211  USGS QUAD   -  CODY WEST (2017)
 NO0211
 NO0211                         *CURRENT SURVEY CONTROL
 NO0211  ______________________________________________________________________
 NO0211* NAD 83(1986) POSITION- 42 56 10.     (N) 101 15 02.     (W)   SCALED
 NO0211* NAVD 88 ORTHO HEIGHT -   944.838 (meters)     3099.86  (feet) POSTED
 NO0211  ______________________________________________________________________
 NO0211  GEOID HEIGHT    -        -20.374 (meters)                     GEOID18
 NO0211  DYNAMIC HEIGHT  -        944.43  (meters)     3098.5   (feet) COMP
 NO0211  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 NO0211
 NO0211  VERT ORDER      -  * POSTED, SEE BELOW
 NO0211
 NO0211.The horizontal coordinates were scaled from a map and have
 NO0211.an estimated accuracy of +/- 6 seconds.
 NO0211
 NO0211.The orthometric height was determined by differential leveling
 NO0211.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NO0211
 NO0211.* This is a POSTED BENCH MARK height.
 NO0211
 NO0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0211.GEOID18 height accuracy estimate available here.
 NO0211
 NO0211.Click photographs - Photos may exist for this station.
 NO0211
 NO0211.The dynamic height is computed by dividing the NAVD 88
 NO0211.geopotential number by the normal gravity value computed on the
 NO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0211.degrees latitude (g = 980.6199 gals.).
 NO0211
 NO0211.The modeled gravity was interpolated from observed gravity values.
 NO0211
 NO0211;                    North         East    Units  Estimated Accuracy
 NO0211;SPC NE       -   345,260.      397,930.      MT  (+/- 180 meters Scaled)
 NO0211
 NO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN163561(NAD 83)
 NO0211
 NO0211                          SUPERSEDED SURVEY CONTROL
 NO0211
 NO0211.No superseded survey control is available for this station.
 NO0211
 NO0211_MARKER: H = DRILL HOLE
 NO0211_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0211
 NO0211  HISTORY     - Date     Condition        Report By
 NO0211  HISTORY     - 1901     MONUMENTED       CGS
 NO0211  HISTORY     - 1957     MARK NOT FOUND   CGS
 NO0211
 NO0211                          STATION DESCRIPTION
 NO0211
 NO0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0211'AT CODY.
 NO0211'AT CODY, CHERRY COUNTY, 230 FEET WEST OF THE SOUTHWEST CORNER OF
 NO0211'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 63 FEET SOUTHEAST
 NO0211'OF THE SOUTHEAST CORNER OF THE SECTION HOUSE, 46 PACES EAST OF
 NO0211'THE SOUTHEAST CORNER OF THE COALING STATION, AND 13 FEET NORTH OF
 NO0211'THE NORTH RAIL OF THE MAIN TRACK.  THE BOTTOM OF A SQUARE HOLE
 NO0211'SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NO0211'NOTE-- SINCE THIS MARK WAS SET A RAILROAD WATER TANK HAS BEEN
 NO0211'BUILT AND TORN DOWN JUST TO THE WEST OF THE DESCRIBED LOCATION
 NO0211'AND A STANDPIPE WAS JUST A FEW FEET EAST OF THE DESCRIBED LOCATION.
 NO0211'IT SEEMS UNLIKELY THAT THE POST IS STILL IN EXISTANCE IF THE
 NO0211'ORIGINAL DESCRIPTION WAS AT ALL ACCURATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0711 ***********************************************************************
 MK0711  DESIGNATION -  K 300
 MK0711  PID         -  MK0711
 MK0711  STATE/COUNTY-  NE/SAUNDERS
 MK0711  COUNTRY     -  US
 MK0711  USGS QUAD   -  MEAD (2017)
 MK0711
 MK0711                         *CURRENT SURVEY CONTROL
 MK0711  ______________________________________________________________________
 MK0711* NAD 83(1986) POSITION- 41 08 47.12   (N) 096 23 40.98   (W)   HD_HELD1
 MK0711* NAVD 88 ORTHO HEIGHT -   332.896 (meters)     1092.18  (feet) ADJUSTED
 MK0711  ______________________________________________________________________
 MK0711  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 MK0711  DYNAMIC HEIGHT  -        332.755 (meters)     1091.71  (feet) COMP
 MK0711  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 MK0711
 MK0711  VERT ORDER      -  SECOND    CLASS 0
 MK0711
 MK0711.The horizontal coordinates were determined by differentially corrected
 MK0711.hand held GPS observations or other comparable positioning techniques
 MK0711.and have an estimated accuracy of +/- 3 meters.
 MK0711
 MK0711.The orthometric height was determined by differential leveling and
 MK0711.adjusted by the NATIONAL GEODETIC SURVEY
 MK0711.in June 1991.
 MK0711
 MK0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0711.GEOID18 height accuracy estimate available here.
 MK0711
 MK0711.Click photographs - Photos may exist for this station.
 MK0711
 MK0711.The dynamic height is computed by dividing the NAVD 88
 MK0711.geopotential number by the normal gravity value computed on the
 MK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0711.degrees latitude (g = 980.6199 gals.).
 MK0711
 MK0711.The modeled gravity was interpolated from observed gravity values.
 MK0711
 MK0711;                    North         East    Units  Estimated Accuracy
 MK0711;SPC NE       -   152,094.2     802,473.8     MT  (+/- 3 meters HH1 GPS) 
 MK0711
 MK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1863258283(NAD 83)
 MK0711
 MK0711                          SUPERSEDED SURVEY CONTROL
 MK0711
 MK0711  NGVD 29 (??/??/92)  332.781  (m)         1091.80   (f) ADJ UNCH    2 0
 MK0711
 MK0711.Superseded values are not recommended for survey control.
 MK0711
 MK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0711.See file dsdata.pdf to determine how the superseded data were derived.
 MK0711
 MK0711_MARKER: DB = BENCH MARK DISK
 MK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0711_STAMPING: K 300 1950
 MK0711_MARK LOGO: CGS
 MK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0711+STABILITY: SURFACE MOTION
 MK0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0711+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 MK0711
 MK0711  HISTORY     - Date     Condition        Report By
 MK0711  HISTORY     - 1950     MONUMENTED       CGS
 MK0711  HISTORY     - 20140630 GOOD             USACEO
 MK0711
 MK0711                          STATION DESCRIPTION
 MK0711
 MK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0711'2 MI W FROM WANN.
 MK0711'2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0711'AND QUINCY RAILROAD STATION AT WANN, 112 FEET SOUTH OF THE CENTER
 MK0711'LINE OF AN EAST AND WEST ROAD, 107 FEET SOUTHWEST OF A POWER
 MK0711'POLE, 80 FEET SOUTH OF A FENCE CORNER, 28 FEET WEST OF THE
 MK0711'CENTER LINE OF A NORTH AND SOUTH ROAD, 1.0 FOOT EAST OF A FENCE,
 MK0711'2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0711'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0711
 MK0711                          STATION RECOVERY (2014)
 MK0711
 MK0711'RECOVERY NOTE BY USACE OMAHA 2014 (MFT)
 MK0711'APPEARS THAT MARK MAY HAVE A SLIGHT LEAN TOWARDS ROADWAY, TO THE EAST,
 MK0711'AS IT IS NO LONGER PERPENDICULAR WITH SURROUNDING GROUND. MARK IS AT
 MK0711'EDGE OF A CUTBANK FOR ADJACENT ROAD AND MAY HAVE LEANED SLIGHTLY DOWN
 MK0711'SLOPE. FOUND MARK AT N41D08'47.11891,
 MK0711'W96D23'40.98452, AND AT RECORD ELEVATION, BASED ON AN RTK SESSION FROM
 MK0711'T 297 (PID MK0708) WITH CROSS REFERENCE VERIFICATION TO ET NORMAN (PID
 MK0711'MK2006).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0544 ***********************************************************************
 MK0544  DESIGNATION -  K 301
 MK0544  PID         -  MK0544
 MK0544  STATE/COUNTY-  NE/SARPY
 MK0544  COUNTRY     -  US
 MK0544  USGS QUAD   -  RALSTON (2017)
 MK0544
 MK0544                         *CURRENT SURVEY CONTROL
 MK0544  ______________________________________________________________________
 MK0544* NAD 83(1986) POSITION- 41 09 40.     (N) 096 00 19.     (W)   SCALED
 MK0544* NAVD 88 ORTHO HEIGHT -   325.008 (meters)     1066.30  (feet) ADJUSTED
 MK0544  ______________________________________________________________________
 MK0544  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 MK0544  DYNAMIC HEIGHT  -        324.874 (meters)     1065.86  (feet) COMP
 MK0544  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 MK0544
 MK0544  VERT ORDER      -  SECOND    CLASS 0
 MK0544
 MK0544.The horizontal coordinates were scaled from a map and have
 MK0544.an estimated accuracy of +/- 6 seconds.
 MK0544
 MK0544.The orthometric height was determined by differential leveling and
 MK0544.adjusted by the NATIONAL GEODETIC SURVEY
 MK0544.in June 1991.
 MK0544
 MK0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0544.GEOID18 height accuracy estimate available here.
 MK0544
 MK0544.Click photographs - Photos may exist for this station.
 MK0544
 MK0544.The dynamic height is computed by dividing the NAVD 88
 MK0544.geopotential number by the normal gravity value computed on the
 MK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0544.degrees latitude (g = 980.6199 gals.).
 MK0544
 MK0544.The modeled gravity was interpolated from observed gravity values.
 MK0544
 MK0544;                    North         East    Units  Estimated Accuracy
 MK0544;SPC NE       -   155,160.      835,050.      MT  (+/- 180 meters Scaled)
 MK0544
 MK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512609(NAD 83)
 MK0544
 MK0544                          SUPERSEDED SURVEY CONTROL
 MK0544
 MK0544  NGVD 29 (??/??/92)  324.902  (m)         1065.95   (f) ADJ UNCH    2 0
 MK0544
 MK0544.Superseded values are not recommended for survey control.
 MK0544
 MK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0544.See file dsdata.pdf to determine how the superseded data were derived.
 MK0544
 MK0544_MARKER: DB = BENCH MARK DISK
 MK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0544_STAMPING: K 301 1950
 MK0544_MARK LOGO: CGS
 MK0544_PROJECTION: FLUSH
 MK0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0544+STABILITY: SURFACE MOTION
 MK0544
 MK0544  HISTORY     - Date     Condition        Report By
 MK0544  HISTORY     - 1950     MONUMENTED       CGS
 MK0544  HISTORY     - 19950605 GOOD             NEDR
 MK0544
 MK0544                          STATION DESCRIPTION
 MK0544
 MK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0544'2.4 MI NE FROM PAPILLION.
 MK0544'0.3 MILE NORTH ALONG STATE HIGHWAY 50 FROM THE UNION PACIFIC
 MK0544'RAILROAD STATION AT PAPILLION, THENCE 2.05 MILES EAST ALONG
 MK0544'STATE HIGHWAY 31, AT THE SOUTH OMAHA AIRPORT, 2.5 FEET SOUTHWEST
 MK0544'OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 25 FEET
 MK0544'NORTHEAST OF A GAS PUMP, 1.5 FEET WEST OF THE SOUTH CONCRETE
 MK0544'STEP OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF A CONCRETE
 MK0544'POST WHICH IS FLUSH WITH THE GROUND.
 MK0544
 MK0544                          STATION RECOVERY (1995)
 MK0544
 MK0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (KM)
 MK0544'RECOVERED AS DESCRIBED BUT HAD TO BE MOVED DUE TO CONSTRUCTION.  SEE
 MK0544'THE RESET MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7436 ***********************************************************************
 AA7436  DESIGNATION -  K 301 RESET
 AA7436  PID         -  AA7436
 AA7436  STATE/COUNTY-  NE/SARPY
 AA7436  COUNTRY     -  US
 AA7436  USGS QUAD   -  RALSTON (2017)
 AA7436
 AA7436                         *CURRENT SURVEY CONTROL
 AA7436  ______________________________________________________________________
 AA7436* NAD 83(1986) POSITION- 41 09 41.52   (N) 096 00 32.25   (W)   HD_HELD1
 AA7436* NAVD 88 ORTHO HEIGHT -   326.14  (+/-2cm)     1070.0   (feet) VERTCON
 AA7436  ______________________________________________________________________
 AA7436  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 AA7436  VERT ORDER      -  THIRD (See Below)
 AA7436
 AA7436.The horizontal coordinates were determined by differentially corrected
 AA7436.hand held GPS observations or other comparable positioning techniques
 AA7436.and have an estimated accuracy of +/- 3 meters.
 AA7436
 AA7436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7436
 AA7436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7436.GEOID18 height accuracy estimate available here.
 AA7436
 AA7436.The vertical order pertains to the NGVD 29 superseded value.
 AA7436
 AA7436.Click photographs - Photos may exist for this station.
 AA7436
 AA7436;                    North         East    Units  Estimated Accuracy
 AA7436;SPC NE       -   155,191.8     834,738.6     MT  (+/- 3 meters HH1 GPS) 
 AA7436
 AA7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5095161002(NAD 83)
 AA7436
 AA7436                          SUPERSEDED SURVEY CONTROL
 AA7436
 AA7436  NGVD 29 (01/31/13)  326.03   (m)         1069.7    (f) RESET       3  
 AA7436
 AA7436.Superseded values are not recommended for survey control.
 AA7436
 AA7436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7436.See file dsdata.pdf to determine how the superseded data were derived.
 AA7436
 AA7436_MARKER: DV = VERTICAL CONTROL DISK
 AA7436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7436_STAMPING: K 301 RESET 1995
 AA7436_MARK LOGO: NGS
 AA7436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7436+STABILITY: SURFACE MOTION
 AA7436
 AA7436  HISTORY     - Date     Condition        Report By
 AA7436  HISTORY     - 1995     MONUMENTED       NEDR
 AA7436  HISTORY     - 20100430 GOOD             INDIV
 AA7436
 AA7436                          STATION DESCRIPTION
 AA7436
 AA7436'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (KM)
 AA7436'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 370, AT
 AA7436'PAPILLION, GO NORTH ON HIGHWAY 85 FOR 1.5 MI (2.4 KM) TO 6TH STREET
 AA7436'AND CORNHUSKER ROAD.  TURN RIGHT AND GO EAST ON CORNHUSKER ROAD FOR
 AA7436'1.7 MI (2.7 KM) TO EAGLE RIDGE DRIVE LEADING SOUTH AND THE MARK IN THE
 AA7436'NORTH END OF AN ISLAND OF THE INTERSECTION, IN THE NE1/4, SEC25, T14N,
 AA7436'R12E, IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AA7436'GROUND.  IT IS NEAR THE CENTERLINE OF EAGLE RIDGE DRIVE, 15.38 M
 AA7436'(50.46 FT) SOUTH OF THE CENTERLINE OF CORNHUSKER ROAD, 35.501 M
 AA7436'(116.473 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL
 AA7436'UTILITY BOX, 22.665 M (74.360 FT) WEST-SOUTHWEST FROM THE TOP OF A
 AA7436'FIRE HYDRANT, 18.012 M (59.094 FT) EAST-NORTHEAST OF THE TOP OF THE
 AA7436'NORTHWEST CORNER OF A CONCRETE SIGN READING--EAGLE RIDGE AND 12.679 M
 AA7436'(41.598 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BURIED ELECTRIC
 AA7436'CABLE BOX.
 AA7436
 AA7436                          STATION RECOVERY (2010)
 AA7436
 AA7436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 AA7436'REAL TIME NETWORK GPS OBSERVATION
 AA7436'41 09'41.404''N     96 00'32.198''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0722 ***********************************************************************
 MK0722  DESIGNATION -  K 302
 MK0722  PID         -  MK0722
 MK0722  STATE/COUNTY-  NE/SAUNDERS
 MK0722  COUNTRY     -  US
 MK0722  USGS QUAD   -  LESHARA (2017)
 MK0722
 MK0722                         *CURRENT SURVEY CONTROL
 MK0722  ______________________________________________________________________
 MK0722* NAD 83(1986) POSITION- 41 16 25.     (N) 096 25 36.     (W)   SCALED
 MK0722* NAVD 88 ORTHO HEIGHT -   365.389 (meters)     1198.78  (feet) ADJUSTED
 MK0722  ______________________________________________________________________
 MK0722  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 MK0722  DYNAMIC HEIGHT  -        365.217 (meters)     1198.22  (feet) COMP
 MK0722  MODELED GRAVITY -    980,143.0   (mgal)                       NAVD 88
 MK0722
 MK0722  VERT ORDER      -  SECOND    CLASS 0
 MK0722
 MK0722.The horizontal coordinates were scaled from a map and have
 MK0722.an estimated accuracy of +/- 6 seconds.
 MK0722
 MK0722.The orthometric height was determined by differential leveling and
 MK0722.adjusted by the NATIONAL GEODETIC SURVEY
 MK0722.in June 1991.
 MK0722
 MK0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0722.GEOID18 height accuracy estimate available here.
 MK0722
 MK0722.Click photographs - Photos may exist for this station.
 MK0722
 MK0722.The dynamic height is computed by dividing the NAVD 88
 MK0722.geopotential number by the normal gravity value computed on the
 MK0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0722.degrees latitude (g = 980.6199 gals.).
 MK0722
 MK0722.The modeled gravity was interpolated from observed gravity values.
 MK0722
 MK0722;                    North         East    Units  Estimated Accuracy
 MK0722;SPC NE       -   166,090.      799,210.      MT  (+/- 180 meters Scaled)
 MK0722
 MK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL155723(NAD 83)
 MK0722
 MK0722                          SUPERSEDED SURVEY CONTROL
 MK0722
 MK0722  NGVD 29 (??/??/92)  365.248  (m)         1198.32   (f) ADJ UNCH    2 0
 MK0722
 MK0722.Superseded values are not recommended for survey control.
 MK0722
 MK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0722.See file dsdata.pdf to determine how the superseded data were derived.
 MK0722
 MK0722_MARKER: DB = BENCH MARK DISK
 MK0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0722_STAMPING: K 302 1950
 MK0722_MARK LOGO: CGS
 MK0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0722+STABILITY: SURFACE MOTION
 MK0722
 MK0722  HISTORY     - Date     Condition        Report By
 MK0722  HISTORY     - 1950     MONUMENTED       CGS
 MK0722
 MK0722                          STATION DESCRIPTION
 MK0722
 MK0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0722'4.2 MI S FROM LESHARA.
 MK0722'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0722'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.8 MILE SOUTH
 MK0722'ALONG STATE HIGHWAY 64, THENCE 2.45 MILES SOUTH ALONG A GRAVELED
 MK0722'ROAD, AT THE CARROL LEHNERT FARMHOUSE, 188 FEET WEST OF THE
 MK0722'CENTER LINE OF THE GRAVELED ROAD, 52 FEET NORTH OF THE NORTHEAST
 MK0722'CORNER OF THE FARMHOUSE, 4 FEET WEST OF A POWER LINE TRANSFORMER
 MK0722'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK0722'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0729 ***********************************************************************
 MK0729  DESIGNATION -  K 303
 MK0729  PID         -  MK0729
 MK0729  STATE/COUNTY-  NE/SAUNDERS
 MK0729  COUNTRY     -  US
 MK0729  USGS QUAD   -  LESHARA (2017)
 MK0729
 MK0729                         *CURRENT SURVEY CONTROL
 MK0729  ______________________________________________________________________
 MK0729* NAD 83(1986) POSITION- 41 20 07.     (N) 096 29 00.     (W)   SCALED
 MK0729* NAVD 88 ORTHO HEIGHT -   382.882 (meters)     1256.17  (feet) ADJUSTED
 MK0729  ______________________________________________________________________
 MK0729  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 MK0729  DYNAMIC HEIGHT  -        382.701 (meters)     1255.58  (feet) COMP
 MK0729  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 MK0729
 MK0729  VERT ORDER      -  SECOND    CLASS 0
 MK0729
 MK0729.The horizontal coordinates were scaled from a map and have
 MK0729.an estimated accuracy of +/- 6 seconds.
 MK0729
 MK0729.The orthometric height was determined by differential leveling and
 MK0729.adjusted by the NATIONAL GEODETIC SURVEY
 MK0729.in June 1991.
 MK0729
 MK0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0729.GEOID18 height accuracy estimate available here.
 MK0729
 MK0729.Click photographs - Photos may exist for this station.
 MK0729
 MK0729.The dynamic height is computed by dividing the NAVD 88
 MK0729.geopotential number by the normal gravity value computed on the
 MK0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0729.degrees latitude (g = 980.6199 gals.).
 MK0729
 MK0729.The modeled gravity was interpolated from observed gravity values.
 MK0729
 MK0729;                    North         East    Units  Estimated Accuracy
 MK0729;SPC NE       -   172,740.      794,190.      MT  (+/- 180 meters Scaled)
 MK0729
 MK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL105790(NAD 83)
 MK0729
 MK0729                          SUPERSEDED SURVEY CONTROL
 MK0729
 MK0729  NGVD 29 (??/??/92)  382.734  (m)         1255.69   (f) ADJ UNCH    2 0
 MK0729
 MK0729.Superseded values are not recommended for survey control.
 MK0729
 MK0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0729.See file dsdata.pdf to determine how the superseded data were derived.
 MK0729
 MK0729_MARKER: DB = BENCH MARK DISK
 MK0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0729_STAMPING: K 303 1950
 MK0729_MARK LOGO: CGS
 MK0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0729+STABILITY: SURFACE MOTION
 MK0729
 MK0729  HISTORY     - Date     Condition        Report By
 MK0729  HISTORY     - 1950     MONUMENTED       CGS
 MK0729
 MK0729                          STATION DESCRIPTION
 MK0729
 MK0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0729'3.4 MI NW FROM LESHARA.
 MK0729'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0729'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0729'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0729'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0729'THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, AT THE CHURCH OF
 MK0729'THE LITTLE FLOWER OF JESUS, 42 FEET NORTHEAST OF THE NORTHEAST
 MK0729'CORNER OF THE CHURCH, 38 FEET WEST OF THE CENTER LINE OF A
 MK0729'GRAVELED ROAD LEADING SOUTH, 36 FEET SOUTH OF THE CENTER LINE
 MK0729'OF AN EAST AND WEST GRAVELED ROAD, 1.2 FEET SOUTH OF A FENCE, SET
 MK0729'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MK0729'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1032 ***********************************************************************
 MK1032  DESIGNATION -  K 304
 MK1032  PID         -  MK1032
 MK1032  STATE/COUNTY-  NE/SAUNDERS
 MK1032  COUNTRY     -  US
 MK1032  USGS QUAD   -  COLON (2017)
 MK1032
 MK1032                         *CURRENT SURVEY CONTROL
 MK1032  ______________________________________________________________________
 MK1032* NAD 83(1986) POSITION- 41 15 47.     (N) 096 30 08.     (W)   SCALED
 MK1032* NAVD 88 ORTHO HEIGHT -   373.332 (meters)     1224.84  (feet) ADJUSTED
 MK1032  ______________________________________________________________________
 MK1032  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 MK1032  DYNAMIC HEIGHT  -        373.154 (meters)     1224.26  (feet) COMP
 MK1032  MODELED GRAVITY -    980,135.4   (mgal)                       NAVD 88
 MK1032
 MK1032  VERT ORDER      -  SECOND    CLASS 0
 MK1032
 MK1032.The horizontal coordinates were scaled from a map and have
 MK1032.an estimated accuracy of +/- 6 seconds.
 MK1032
 MK1032.The orthometric height was determined by differential leveling and
 MK1032.adjusted by the NATIONAL GEODETIC SURVEY
 MK1032.in June 1991.
 MK1032
 MK1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1032.GEOID18 height accuracy estimate available here.
 MK1032
 MK1032.Click photographs - Photos may exist for this station.
 MK1032
 MK1032.The dynamic height is computed by dividing the NAVD 88
 MK1032.geopotential number by the normal gravity value computed on the
 MK1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1032.degrees latitude (g = 980.6199 gals.).
 MK1032
 MK1032.The modeled gravity was interpolated from observed gravity values.
 MK1032
 MK1032;                    North         East    Units  Estimated Accuracy
 MK1032;SPC NE       -   164,660.      792,940.      MT  (+/- 180 meters Scaled)
 MK1032
 MK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092709(NAD 83)
 MK1032
 MK1032                          SUPERSEDED SURVEY CONTROL
 MK1032
 MK1032  NGVD 29 (??/??/92)  373.186  (m)         1224.36   (f) ADJ UNCH    2 0
 MK1032
 MK1032.Superseded values are not recommended for survey control.
 MK1032
 MK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1032.See file dsdata.pdf to determine how the superseded data were derived.
 MK1032
 MK1032_MARKER: DB = BENCH MARK DISK
 MK1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1032_STAMPING: K 304 1950
 MK1032_MARK LOGO: CGS
 MK1032_PROJECTION: FLUSH
 MK1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1032+STABILITY: SURFACE MOTION
 MK1032
 MK1032  HISTORY     - Date     Condition        Report By
 MK1032  HISTORY     - 1950     MONUMENTED       CGS
 MK1032
 MK1032                          STATION DESCRIPTION
 MK1032
 MK1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1032'2.7 MI NW FROM MEAD.
 MK1032'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK1032'MEAD, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A, THENCE 1.9
 MK1032'MILES NORTH ALONG U.S. HIGHWAY 77, AT A FARMHOUSE BELONGING TO
 MK1032'E.A. ADAMS, 145 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 60
 MK1032'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CORN CRIB, 48 FEET
 MK1032'EAST OF A LIGHT POLE, 20 FEET NORTH OF THE CENTER LINE OF A
 MK1032'PRIVATE DRIVEWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK1032'GARAGE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK1032'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0600 ***********************************************************************
 MK0600  DESIGNATION -  K 305
 MK0600  PID         -  MK0600
 MK0600  STATE/COUNTY-  NE/DODGE
 MK0600  COUNTRY     -  US
 MK0600  USGS QUAD   -  ARLINGTON (2017)
 MK0600
 MK0600                         *CURRENT SURVEY CONTROL
 MK0600  ______________________________________________________________________
 MK0600* NAD 83(1986) POSITION- 41 25 19.     (N) 096 20 51.     (W)   SCALED
 MK0600* NAVD 88 ORTHO HEIGHT -   351.353 (meters)     1152.73  (feet) ADJUSTED
 MK0600  ______________________________________________________________________
 MK0600  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 MK0600  DYNAMIC HEIGHT  -        351.188 (meters)     1152.19  (feet) COMP
 MK0600  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 MK0600
 MK0600  VERT ORDER      -  SECOND    CLASS 0
 MK0600
 MK0600.The horizontal coordinates were scaled from a map and have
 MK0600.an estimated accuracy of +/- 6 seconds.
 MK0600
 MK0600.The orthometric height was determined by differential leveling and
 MK0600.adjusted by the NATIONAL GEODETIC SURVEY
 MK0600.in June 1991.
 MK0600
 MK0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0600.GEOID18 height accuracy estimate available here.
 MK0600
 MK0600.Click photographs - Photos may exist for this station.
 MK0600
 MK0600.The dynamic height is computed by dividing the NAVD 88
 MK0600.geopotential number by the normal gravity value computed on the
 MK0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0600.degrees latitude (g = 980.6199 gals.).
 MK0600
 MK0600.The modeled gravity was interpolated from observed gravity values.
 MK0600
 MK0600;                    North         East    Units  Estimated Accuracy
 MK0600;SPC NE       -   182,820.      805,140.      MT  (+/- 180 meters Scaled)
 MK0600
 MK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL216889(NAD 83)
 MK0600
 MK0600                          SUPERSEDED SURVEY CONTROL
 MK0600
 MK0600  NGVD 29 (??/??/92)  351.208  (m)         1152.25   (f) ADJ UNCH    2 0
 MK0600
 MK0600.Superseded values are not recommended for survey control.
 MK0600
 MK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0600.See file dsdata.pdf to determine how the superseded data were derived.
 MK0600
 MK0600_MARKER: DB = BENCH MARK DISK
 MK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0600_STAMPING: K 305 1950
 MK0600_MARK LOGO: CGS
 MK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0600+STABILITY: SURFACE MOTION
 MK0600
 MK0600  HISTORY     - Date     Condition        Report By
 MK0600  HISTORY     - 1950     MONUMENTED       CGS
 MK0600
 MK0600                          STATION DESCRIPTION
 MK0600
 MK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0600'3.8 MI S FROM ARLINGTON.
 MK0600'0.45 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND
 MK0600'NORTH WESTERN RAILROAD FROM THE STATION AT ARLINGTON, THENCE
 MK0600'1.1 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD, THENCE
 MK0600'0.25 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST
 MK0600'ALONG A GRAVELED ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A
 MK0600'GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD,
 MK0600'33 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK0600'38 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK0600'10 FEET SOUTHEAST OF A TELEPHONE POLE, 5 FEET EAST OF A
 MK0600'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A
 MK0600'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0600'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0211 ***********************************************************************
 ML0211  DESIGNATION -  K 306
 ML0211  PID         -  ML0211
 ML0211  STATE/COUNTY-  NE/HOWARD
 ML0211  COUNTRY     -  US
 ML0211  USGS QUAD   -  CUSHING (2017)
 ML0211
 ML0211                         *CURRENT SURVEY CONTROL
 ML0211  ______________________________________________________________________
 ML0211* NAD 83(1986) POSITION- 41 17 07.     (N) 098 18 08.     (W)   SCALED
 ML0211* NAVD 88 ORTHO HEIGHT -   531.203 (meters)     1742.79  (feet) ADJUSTED
 ML0211  ______________________________________________________________________
 ML0211  GEOID HEIGHT    -        -24.742 (meters)                     GEOID18
 ML0211  DYNAMIC HEIGHT  -        530.941 (meters)     1741.93  (feet) COMP
 ML0211  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 ML0211
 ML0211  VERT ORDER      -  SECOND    CLASS 0
 ML0211
 ML0211.The horizontal coordinates were scaled from a map and have
 ML0211.an estimated accuracy of +/- 6 seconds.
 ML0211
 ML0211.The orthometric height was determined by differential leveling and
 ML0211.adjusted by the NATIONAL GEODETIC SURVEY
 ML0211.in June 1991.
 ML0211
 ML0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0211.GEOID18 height accuracy estimate available here.
 ML0211
 ML0211.Click photographs - Photos may exist for this station.
 ML0211
 ML0211.The dynamic height is computed by dividing the NAVD 88
 ML0211.geopotential number by the normal gravity value computed on the
 ML0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0211.degrees latitude (g = 980.6199 gals.).
 ML0211
 ML0211.The modeled gravity was interpolated from observed gravity values.
 ML0211
 ML0211;                    North         East    Units  Estimated Accuracy
 ML0211;SPC NE       -   162,600.      642,170.      MT  (+/- 180 meters Scaled)
 ML0211
 ML0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL584706(NAD 83)
 ML0211
 ML0211                          SUPERSEDED SURVEY CONTROL
 ML0211
 ML0211  NGVD 29 (??/??/92)  530.968  (m)         1742.02   (f) ADJ UNCH    2 0
 ML0211
 ML0211.Superseded values are not recommended for survey control.
 ML0211
 ML0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0211.See file dsdata.pdf to determine how the superseded data were derived.
 ML0211
 ML0211_MARKER: DB = BENCH MARK DISK
 ML0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0211_STAMPING: K 306 1950
 ML0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0211+STABILITY: SURFACE MOTION
 ML0211
 ML0211  HISTORY     - Date     Condition        Report By
 ML0211  HISTORY     - 1950     MONUMENTED       CGS
 ML0211
 ML0211                          STATION DESCRIPTION
 ML0211
 ML0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0211'4.3 MI E FROM CUSHING.
 ML0211'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0211'CUSHING, THENCE 3.5 MILES EAST ALONG A DIRT ROAD, 53 FEET SOUTH
 ML0211'OF THE CENTER LINE OF THE ROAD, 81 FEET NORTHEAST OF THE
 ML0211'NORTHEAST CORNER OF A RED BARN, 55 FEET NORTHWEST OF THE
 ML0211'NORTHWEST CORNER OF A FARMHOUSE, 32 FEET EAST OF THE CENTER LINE
 ML0211'OF A PRIVATE DRIVEWAY, 25 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 ML0211'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0211'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1572 ***********************************************************************
 MK1572  DESIGNATION -  K 308
 MK1572  PID         -  MK1572
 MK1572  STATE/COUNTY-  NE/NANCE
 MK1572  COUNTRY     -  US
 MK1572  USGS QUAD   -  FULLERTON NE (2017)
 MK1572
 MK1572                         *CURRENT SURVEY CONTROL
 MK1572  ______________________________________________________________________
 MK1572* NAD 83(1986) POSITION- 41 24 20.     (N) 097 50 24.     (W)   SCALED
 MK1572* NAVD 88 ORTHO HEIGHT -   487.966 (meters)     1600.94  (feet) ADJUSTED
 MK1572  ______________________________________________________________________
 MK1572  GEOID HEIGHT    -        -25.010 (meters)                     GEOID18
 MK1572  DYNAMIC HEIGHT  -        487.739 (meters)     1600.19  (feet) COMP
 MK1572  MODELED GRAVITY -    980,143.4   (mgal)                       NAVD 88
 MK1572
 MK1572  VERT ORDER      -  SECOND    CLASS 0
 MK1572
 MK1572.The horizontal coordinates were scaled from a map and have
 MK1572.an estimated accuracy of +/- 6 seconds.
 MK1572
 MK1572.The orthometric height was determined by differential leveling and
 MK1572.adjusted by the NATIONAL GEODETIC SURVEY
 MK1572.in June 1991.
 MK1572
 MK1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1572.GEOID18 height accuracy estimate available here.
 MK1572
 MK1572.Click photographs - Photos may exist for this station.
 MK1572
 MK1572.The dynamic height is computed by dividing the NAVD 88
 MK1572.geopotential number by the normal gravity value computed on the
 MK1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1572.degrees latitude (g = 980.6199 gals.).
 MK1572
 MK1572.The modeled gravity was interpolated from observed gravity values.
 MK1572
 MK1572;                    North         East    Units  Estimated Accuracy
 MK1572;SPC NE       -   176,810.      680,530.      MT  (+/- 180 meters Scaled)
 MK1572
 MK1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL969844(NAD 83)
 MK1572
 MK1572                          SUPERSEDED SURVEY CONTROL
 MK1572
 MK1572  NGVD 29 (??/??/92)  487.754  (m)         1600.24   (f) ADJ UNCH    2 0
 MK1572
 MK1572.Superseded values are not recommended for survey control.
 MK1572
 MK1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1572.See file dsdata.pdf to determine how the superseded data were derived.
 MK1572
 MK1572_MARKER: DB = BENCH MARK DISK
 MK1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1572_STAMPING: K 308 1950
 MK1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1572+STABILITY: SURFACE MOTION
 MK1572
 MK1572  HISTORY     - Date     Condition        Report By
 MK1572  HISTORY     - 1950     MONUMENTED       CGS
 MK1572
 MK1572                          STATION DESCRIPTION
 MK1572
 MK1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1572'7.1 MI SW FROM GENOA.
 MK1572'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1572'AT GENOA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 18 FEET
 MK1572'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 39 FEET
 MK1572'WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 38 FEET
 MK1572'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, 1.5
 MK1572'FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE, SET
 MK1572'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1572'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1415 ***********************************************************************
 MK1415  DESIGNATION -  K 309 RESET
 MK1415  PID         -  MK1415
 MK1415  STATE/COUNTY-  NE/NANCE
 MK1415  COUNTRY     -  US
 MK1415  USGS QUAD   -  GENOA (2017)
 MK1415
 MK1415                         *CURRENT SURVEY CONTROL
 MK1415  ______________________________________________________________________
 MK1415* NAD 83(1986) POSITION- 41 25 09.     (N) 097 43 27.     (W)   SCALED
 MK1415* NAVD 88 ORTHO HEIGHT -   477.70  (+/-2cm)     1567.3   (feet) VERTCON
 MK1415  ______________________________________________________________________
 MK1415  GEOID HEIGHT    -        -25.144 (meters)                     GEOID18
 MK1415  VERT ORDER      -  THIRD (See Below)
 MK1415
 MK1415.The horizontal coordinates were scaled from a map and have
 MK1415.an estimated accuracy of +/- 6 seconds.
 MK1415
 MK1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1415
 MK1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1415.GEOID18 height accuracy estimate available here.
 MK1415
 MK1415.The vertical order pertains to the NGVD 29 superseded value.
 MK1415
 MK1415.Click photographs - Photos may exist for this station.
 MK1415
 MK1415;                    North         East    Units  Estimated Accuracy
 MK1415;SPC NE       -   178,570.      690,170.      MT  (+/- 180 meters Scaled)
 MK1415
 MK1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL066860(NAD 83)
 MK1415
 MK1415                          SUPERSEDED SURVEY CONTROL
 MK1415
 MK1415  NGVD 29 (01/31/13)  477.49   (m)         1566.6    (f) RESET       3  
 MK1415
 MK1415.Superseded values are not recommended for survey control.
 MK1415
 MK1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1415.See file dsdata.pdf to determine how the superseded data were derived.
 MK1415
 MK1415_MARKER: DB = BENCH MARK DISK
 MK1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1415_SP_SET: BRIDGE
 MK1415_STAMPING: K 309 RESET 1976
 MK1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1415
 MK1415  HISTORY     - Date     Condition        Report By
 MK1415  HISTORY     - 1976     MONUMENTED       NEDR
 MK1415
 MK1415                          STATION DESCRIPTION
 MK1415
 MK1415'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1976
 MK1415'IN BUTTRESS.
 MK1415'NEW MARK IS SET IN BUTTRESS ON NORTHWEST WING OF 800 FOOT X 40
 MK1415'FOOT BRIDGE ACROSS LOUP RIVER, APPROXIMATELY 1 MILE SOUTH OF
 MK1415'CITY LIMITS OF GENOO, NANCE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7433 ***********************************************************************
 AA7433  DESIGNATION -  K 309 RESET
 AA7433  PID         -  AA7433
 AA7433  STATE/COUNTY-  NE/NANCE
 AA7433  COUNTRY     -  US
 AA7433  USGS QUAD   -  GENOA (2017)
 AA7433
 AA7433                         *CURRENT SURVEY CONTROL
 AA7433  ______________________________________________________________________
 AA7433* NAD 83(1986) POSITION- 41 25 10.     (N) 097 43 27.     (W)   SCALED
 AA7433* NAVD 88 ORTHO HEIGHT -   474.20  (+/-2cm)     1555.8   (feet) VERTCON
 AA7433  ______________________________________________________________________
 AA7433  GEOID HEIGHT    -        -25.144 (meters)                     GEOID18
 AA7433  VERT ORDER      -  THIRD (See Below)
 AA7433
 AA7433.The horizontal coordinates were scaled from a map and have
 AA7433.an estimated accuracy of +/- 6 seconds.
 AA7433
 AA7433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7433
 AA7433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7433.GEOID18 height accuracy estimate available here.
 AA7433
 AA7433.The vertical order pertains to the NGVD 29 superseded value.
 AA7433
 AA7433.Click photographs - Photos may exist for this station.
 AA7433
 AA7433;                    North         East    Units  Estimated Accuracy
 AA7433;SPC NE       -   178,600.      690,170.      MT  (+/- 180 meters Scaled)
 AA7433
 AA7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL066861(NAD 83)
 AA7433
 AA7433                          SUPERSEDED SURVEY CONTROL
 AA7433
 AA7433  NGVD 29 (01/31/13)  474.00   (m)         1555.1    (f) RESET       3  
 AA7433
 AA7433.Superseded values are not recommended for survey control.
 AA7433
 AA7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7433.See file dsdata.pdf to determine how the superseded data were derived.
 AA7433
 AA7433_MARKER: DV = VERTICAL CONTROL DISK
 AA7433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7433_SP_SET: BRIDGE BUTRESS
 AA7433_STAMPING: K 309 RESET 1994
 AA7433_MARK LOGO: NGS
 AA7433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7433
 AA7433  HISTORY     - Date     Condition        Report By
 AA7433  HISTORY     - 1994     MONUMENTED       NEDR
 AA7433
 AA7433                          STATION DESCRIPTION
 AA7433
 AA7433'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (BW)
 AA7433'THE MARK IS SET INTO THE BUTRESS ON THE NORTHWEST WINGWALL OF AN 800
 AA7433'FOOT (243.8 M) BT 40 FOOT (12.2 M) BRIDGE OF STATE HIGHWAY 39 OVER THE
 AA7433'LOUP RIVER, APPROXIMATELY 1 MI (1.6 KM) SOUTH OF THE CITY LIMITS OF
 AA7433'GENOA AND 21.0 FT (6.4 M) WEST OF THE CENTERLINE OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0237 ***********************************************************************
 MM0237  DESIGNATION -  K 31
 MM0237  PID         -  MM0237
 MM0237  STATE/COUNTY-  NE/ARTHUR
 MM0237  COUNTRY     -  US
 MM0237  USGS QUAD   -  PACKARD RANCH (2017)
 MM0237
 MM0237                         *CURRENT SURVEY CONTROL
 MM0237  ______________________________________________________________________
 MM0237* NAD 83(1986) POSITION- 41 23 47.     (N) 101 43 19.     (W)   SCALED
 MM0237* NAVD 88 ORTHO HEIGHT -  1075.536 (meters)     3528.65  (feet) ADJUSTED
 MM0237  ______________________________________________________________________
 MM0237  GEOID HEIGHT    -        -20.543 (meters)                     GEOID18
 MM0237  DYNAMIC HEIGHT  -       1074.880 (meters)     3526.50  (feet) COMP
 MM0237  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 MM0237
 MM0237  VERT ORDER      -  SECOND    CLASS 0
 MM0237
 MM0237.The horizontal coordinates were scaled from a map and have
 MM0237.an estimated accuracy of +/- 6 seconds.
 MM0237
 MM0237.The orthometric height was determined by differential leveling and
 MM0237.adjusted by the NATIONAL GEODETIC SURVEY
 MM0237.in June 1991.
 MM0237
 MM0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0237.GEOID18 height accuracy estimate available here.
 MM0237
 MM0237.Click photographs - Photos may exist for this station.
 MM0237
 MM0237.The dynamic height is computed by dividing the NAVD 88
 MM0237.geopotential number by the normal gravity value computed on the
 MM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0237.degrees latitude (g = 980.6199 gals.).
 MM0237
 MM0237.The modeled gravity was interpolated from observed gravity values.
 MM0237
 MM0237;                    North         East    Units  Estimated Accuracy
 MM0237;SPC NE       -   174,970.      356,050.      MT  (+/- 180 meters Scaled)
 MM0237
 MM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL724863(NAD 83)
 MM0237
 MM0237                          SUPERSEDED SURVEY CONTROL
 MM0237
 MM0237  NGVD 29 (??/??/92) 1075.077  (m)         3527.15   (f) ADJ UNCH    2 0
 MM0237
 MM0237.Superseded values are not recommended for survey control.
 MM0237
 MM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0237.See file dsdata.pdf to determine how the superseded data were derived.
 MM0237
 MM0237_MARKER: DB = BENCH MARK DISK
 MM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0237_STAMPING: K 31 1934
 MM0237_MARK LOGO: CGS
 MM0237_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0237+STABILITY: SURFACE MOTION
 MM0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0237+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0237
 MM0237  HISTORY     - Date     Condition        Report By
 MM0237  HISTORY     - 1934     MONUMENTED       CGS
 MM0237  HISTORY     - 1941     GOOD             CGS
 MM0237  HISTORY     - 20181105 GOOD             NEGS
 MM0237
 MM0237                          STATION DESCRIPTION
 MM0237
 MM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0237'14 MI S FROM ARTHUR.
 MM0237'14.0 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0237'36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 MM0237'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MM0237'K 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0237
 MM0237                          STATION RECOVERY (2018)
 MM0237
 MM0237'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0237'TO REACH FROM THE INTERSECTION OF NEBRASKA STATE HIGHWAY 61 AND
 MM0237'HAWKINS STREET IN ARTHUR, GO SOUTH ON NE. HIGHWAY 61 APPROXIMATELY
 MM0237'13.86 MI (22.30 KM) TO MILE POST 110+51.
 MM0237'
 MM0237'THE STATION IS ON THE LEFT (SOUTHEAST) SIDE OF THE HIGHWAY.  THE MARK
 MM0237'IS 137.5 FT (41.9 M) SOUTHEAST OF THE CENTERLINE OF NE. HIGHWAY 61,
 MM0237'74.0 FT (22.6 M) SOUTHEAST OF A ROW FENCE AND 1.2 FT (0.4 M) NORTHWEST
 MM0237'OF A FIBERGLASS WITNESS POST.  A RAILROAD SPIKE HAS BEEN PLACED BESIDE
 MM0237'THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0126 ***********************************************************************
 ML0126  DESIGNATION -  K 310
 ML0126  PID         -  ML0126
 ML0126  STATE/COUNTY-  NE/WHEELER
 ML0126  COUNTRY     -  US
 ML0126  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0126
 ML0126                         *CURRENT SURVEY CONTROL
 ML0126  ______________________________________________________________________
 ML0126* NAD 83(1986) POSITION- 41 47 02.     (N) 098 27 00.     (W)   SCALED
 ML0126* NAVD 88 ORTHO HEIGHT -   655.667 (meters)     2151.13  (feet) ADJUSTED
 ML0126  ______________________________________________________________________
 ML0126  GEOID HEIGHT    -        -24.343 (meters)                     GEOID18
 ML0126  DYNAMIC HEIGHT  -        655.361 (meters)     2150.13  (feet) COMP
 ML0126  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 ML0126
 ML0126  VERT ORDER      -  SECOND    CLASS 0
 ML0126
 ML0126.The horizontal coordinates were scaled from a map and have
 ML0126.an estimated accuracy of +/- 6 seconds.
 ML0126
 ML0126.The orthometric height was determined by differential leveling and
 ML0126.adjusted by the NATIONAL GEODETIC SURVEY
 ML0126.in June 1991.
 ML0126
 ML0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0126.GEOID18 height accuracy estimate available here.
 ML0126
 ML0126.Click photographs - Photos may exist for this station.
 ML0126
 ML0126.The dynamic height is computed by dividing the NAVD 88
 ML0126.geopotential number by the normal gravity value computed on the
 ML0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0126.degrees latitude (g = 980.6199 gals.).
 ML0126
 ML0126.The modeled gravity was interpolated from observed gravity values.
 ML0126
 ML0126;                    North         East    Units  Estimated Accuracy
 ML0126;SPC NE       -   217,720.      628,800.      MT  (+/- 180 meters Scaled)
 ML0126
 ML0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM457259(NAD 83)
 ML0126
 ML0126                          SUPERSEDED SURVEY CONTROL
 ML0126
 ML0126  NGVD 29 (??/??/92)  655.427  (m)         2150.35   (f) ADJ UNCH    2 0
 ML0126
 ML0126.Superseded values are not recommended for survey control.
 ML0126
 ML0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0126.See file dsdata.pdf to determine how the superseded data were derived.
 ML0126
 ML0126_MARKER: DB = BENCH MARK DISK
 ML0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0126_STAMPING: K 310 1950
 ML0126_MARK LOGO: CGS
 ML0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0126+STABILITY: SURFACE MOTION
 ML0126
 ML0126  HISTORY     - Date     Condition        Report By
 ML0126  HISTORY     - 1950     MONUMENTED       CGS
 ML0126
 ML0126                          STATION DESCRIPTION
 ML0126
 ML0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0126'12.4 MI N FROM SPALDING.
 ML0126'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0126'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0126'NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG
 ML0126'A SAND ROAD, THENCE 4.1 MILES NORTHEAST ALONG A SAND ROAD,
 ML0126'AT THE SOUTHEAST CORNER OF SECTION 14, TOWNSHIP 21 N., RANGE
 ML0126'10 W., AT A ROAD INTERSECTION, IN LINE WITH AN EAST AND WEST
 ML0126'ROW OF COTTONWOOD TREES, ON THE RIGHT OF WAY FENCE LINE, 48
 ML0126'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 48 FEET
 ML0126'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET
 ML0126'SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD LEADING NORTHEAST,
 ML0126'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0126'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1697 ***********************************************************************
 MK1697  DESIGNATION -  K 311
 MK1697  PID         -  MK1697
 MK1697  STATE/COUNTY-  NE/BOONE
 MK1697  COUNTRY     -  US
 MK1697  USGS QUAD   -  CLOSTER SW (2017)
 MK1697
 MK1697                         *CURRENT SURVEY CONTROL
 MK1697  ______________________________________________________________________
 MK1697* NAD 83(1986) POSITION- 41 49 44.     (N) 097 52 31.     (W)   SCALED
 MK1697* NAVD 88 ORTHO HEIGHT -   589.811 (meters)     1935.07  (feet) ADJUSTED
 MK1697  ______________________________________________________________________
 MK1697  GEOID HEIGHT    -        -24.372 (meters)                     GEOID18
 MK1697  DYNAMIC HEIGHT  -        589.566 (meters)     1934.27  (feet) COMP
 MK1697  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 MK1697
 MK1697  VERT ORDER      -  SECOND    CLASS 0
 MK1697
 MK1697.The horizontal coordinates were scaled from a map and have
 MK1697.an estimated accuracy of +/- 6 seconds.
 MK1697
 MK1697.The orthometric height was determined by differential leveling and
 MK1697.adjusted by the NATIONAL GEODETIC SURVEY
 MK1697.in June 1991.
 MK1697
 MK1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1697.GEOID18 height accuracy estimate available here.
 MK1697
 MK1697.Click photographs - Photos may exist for this station.
 MK1697
 MK1697.The dynamic height is computed by dividing the NAVD 88
 MK1697.geopotential number by the normal gravity value computed on the
 MK1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1697.degrees latitude (g = 980.6199 gals.).
 MK1697
 MK1697.The modeled gravity was interpolated from observed gravity values.
 MK1697
 MK1697;                    North         East    Units  Estimated Accuracy
 MK1697;SPC NE       -   223,730.      676,430.      MT  (+/- 180 meters Scaled)
 MK1697
 MK1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM933313(NAD 83)
 MK1697
 MK1697                          SUPERSEDED SURVEY CONTROL
 MK1697
 MK1697  NGVD 29 (??/??/92)  589.602  (m)         1934.39   (f) ADJ UNCH    2 0
 MK1697
 MK1697.Superseded values are not recommended for survey control.
 MK1697
 MK1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1697.See file dsdata.pdf to determine how the superseded data were derived.
 MK1697
 MK1697_MARKER: DB = BENCH MARK DISK
 MK1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1697_STAMPING: K 311 1950
 MK1697_MARK LOGO: CGS
 MK1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1697+STABILITY: SURFACE MOTION
 MK1697
 MK1697  HISTORY     - Date     Condition        Report By
 MK1697  HISTORY     - 1950     MONUMENTED       CGS
 MK1697  HISTORY     - 1989     GOOD             LOCSUR
 MK1697
 MK1697                          STATION DESCRIPTION
 MK1697
 MK1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1697'10.8 MI NW FROM NEWMAN GROVE.
 MK1697'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1697'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 5.5 MILES NORTH ALONG A
 MK1697'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE
 MK1697'1.0 MILE WEST ALONG AN ABANDONED ROAD, THENCE 0.25 MILE WEST
 MK1697'ALONG A DIRT ROAD, 0.25 MILE WEST OF A NORTH AND SOUTH ROAD,
 MK1697'150 FEET EAST OF THE TOP OF A HILL, AT THE NORTHWEST CORNER OF A
 MK1697'CULTIVATED FIELD, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK1697'3 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE,
 MK1697'1.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1697'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 0.75
 MK1697'MILE EAST OF BENCH MARK N 312.
 MK1697
 MK1697                          STATION RECOVERY (1989)
 MK1697
 MK1697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1692 ***********************************************************************
 MK1692  DESIGNATION -  K 312
 MK1692  PID         -  MK1692
 MK1692  STATE/COUNTY-  NE/BOONE
 MK1692  COUNTRY     -  US
 MK1692  USGS QUAD   -  CLOSTER SW (2017)
 MK1692
 MK1692                         *CURRENT SURVEY CONTROL
 MK1692  ______________________________________________________________________
 MK1692* NAD 83(1986) POSITION- 41 49 46.     (N) 097 57 16.     (W)   SCALED
 MK1692* NAVD 88 ORTHO HEIGHT -   605.452 (meters)     1986.39  (feet) ADJUSTED
 MK1692  ______________________________________________________________________
 MK1692  GEOID HEIGHT    -        -24.394 (meters)                     GEOID18
 MK1692  DYNAMIC HEIGHT  -        605.193 (meters)     1985.54  (feet) COMP
 MK1692  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 MK1692
 MK1692  VERT ORDER      -  SECOND    CLASS 0
 MK1692
 MK1692.The horizontal coordinates were scaled from a map and have
 MK1692.an estimated accuracy of +/- 6 seconds.
 MK1692
 MK1692.The orthometric height was determined by differential leveling and
 MK1692.adjusted by the NATIONAL GEODETIC SURVEY
 MK1692.in June 1991.
 MK1692
 MK1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1692.GEOID18 height accuracy estimate available here.
 MK1692
 MK1692.Click photographs - Photos may exist for this station.
 MK1692
 MK1692.The dynamic height is computed by dividing the NAVD 88
 MK1692.geopotential number by the normal gravity value computed on the
 MK1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1692.degrees latitude (g = 980.6199 gals.).
 MK1692
 MK1692.The modeled gravity was interpolated from observed gravity values.
 MK1692
 MK1692;                    North         East    Units  Estimated Accuracy
 MK1692;SPC NE       -   223,630.      669,860.      MT  (+/- 180 meters Scaled)
 MK1692
 MK1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM868313(NAD 83)
 MK1692
 MK1692                          SUPERSEDED SURVEY CONTROL
 MK1692
 MK1692  NGVD 29 (??/??/92)  605.234  (m)         1985.67   (f) ADJ UNCH    2 0
 MK1692
 MK1692.Superseded values are not recommended for survey control.
 MK1692
 MK1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1692.See file dsdata.pdf to determine how the superseded data were derived.
 MK1692
 MK1692_MARKER: DB = BENCH MARK DISK
 MK1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1692_STAMPING: K 312 1950
 MK1692_MARK LOGO: CGS
 MK1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1692+STABILITY: SURFACE MOTION
 MK1692
 MK1692  HISTORY     - Date     Condition        Report By
 MK1692  HISTORY     - 1950     MONUMENTED       CGS
 MK1692  HISTORY     - 1989     GOOD             LOCSUR
 MK1692
 MK1692                          STATION DESCRIPTION
 MK1692
 MK1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1692'8.4 MI E FROM PETERSBURG.
 MK1692'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1692'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1692'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.7 MILES EAST
 MK1692'ALONG A DIRT ROAD, 0.3 MILE WEST OF A ROAD INTERSECTION, AT THE
 MK1692'TOP OF A HILL, 90 FEET NORTHWEST OF A FENCE CORNER, 36 FEET NORTH
 MK1692'OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A FENCE, 2.6
 MK1692'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1692'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1692
 MK1692                          STATION RECOVERY (1989)
 MK1692
 MK1692'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0945 ***********************************************************************
 ML0945  DESIGNATION -  K 314
 ML0945  PID         -  ML0945
 ML0945  STATE/COUNTY-  NE/BLAINE
 ML0945  COUNTRY     -  US
 ML0945  USGS QUAD   -  BREWSTER SW (2017)
 ML0945
 ML0945                         *CURRENT SURVEY CONTROL
 ML0945  ______________________________________________________________________
 ML0945* NAD 83(1986) POSITION- 41 52 13.     (N) 099 53 36.     (W)   SCALED
 ML0945* NAVD 88 ORTHO HEIGHT -   800.599 (meters)     2626.63  (feet) ADJUSTED
 ML0945  ______________________________________________________________________
 ML0945  GEOID HEIGHT    -        -22.392 (meters)                     GEOID18
 ML0945  DYNAMIC HEIGHT  -        800.208 (meters)     2625.35  (feet) COMP
 ML0945  MODELED GRAVITY -    980,106.0   (mgal)                       NAVD 88
 ML0945
 ML0945  VERT ORDER      -  SECOND    CLASS 0
 ML0945
 ML0945.The horizontal coordinates were scaled from a map and have
 ML0945.an estimated accuracy of +/- 6 seconds.
 ML0945
 ML0945.The orthometric height was determined by differential leveling and
 ML0945.adjusted by the NATIONAL GEODETIC SURVEY
 ML0945.in June 1991.
 ML0945
 ML0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0945.GEOID18 height accuracy estimate available here.
 ML0945
 ML0945.Click photographs - Photos may exist for this station.
 ML0945
 ML0945.The dynamic height is computed by dividing the NAVD 88
 ML0945.geopotential number by the normal gravity value computed on the
 ML0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0945.degrees latitude (g = 980.6199 gals.).
 ML0945
 ML0945.The modeled gravity was interpolated from observed gravity values.
 ML0945
 ML0945;                    North         East    Units  Estimated Accuracy
 ML0945;SPC NE       -   226,160.      508,850.      MT  (+/- 180 meters Scaled)
 ML0945
 ML0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM258357(NAD 83)
 ML0945
 ML0945                          SUPERSEDED SURVEY CONTROL
 ML0945
 ML0945  NGVD 29 (??/??/92)  800.317  (m)         2625.71   (f) ADJ UNCH    2 0
 ML0945
 ML0945.Superseded values are not recommended for survey control.
 ML0945
 ML0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0945.See file dsdata.pdf to determine how the superseded data were derived.
 ML0945
 ML0945_MARKER: DB = BENCH MARK DISK
 ML0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0945_STAMPING: K 314 1950
 ML0945_MARK LOGO: CGS
 ML0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0945+STABILITY: SURFACE MOTION
 ML0945
 ML0945  HISTORY     - Date     Condition        Report By
 ML0945  HISTORY     - 1950     MONUMENTED       CGS
 ML0945
 ML0945                          STATION DESCRIPTION
 ML0945
 ML0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0945'7.9 MI S FROM BREWSTER.
 ML0945'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0945'AT BREWSTER, THENCE 3.4 MILES SOUTHEAST ALONG A WINDING SAND
 ML0945'ROAD, THENCE 1.1 MILES SOUTH ALONG A WINDING SAND ROAD, ON TOP
 ML0945'OF A HILL, ALONG AN EAST AND WEST FENCE, 63 FEET EAST OF THE
 ML0945'CENTER LINE OF THE ROAD AND THE CENTER OF A GATE, 0.8 FOOT SOUTH
 ML0945'OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0945'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0859 ***********************************************************************
 LH0859  DESIGNATION -  K 315
 LH0859  PID         -  LH0859
 LH0859  STATE/COUNTY-  NE/DAWSON
 LH0859  COUNTRY     -  US
 LH0859  USGS QUAD   -  SUMNER (2017)
 LH0859
 LH0859                         *CURRENT SURVEY CONTROL
 LH0859  ______________________________________________________________________
 LH0859* NAD 83(1986) POSITION- 40 57 07.     (N) 099 30 42.     (W)   SCALED
 LH0859* NAVD 88 ORTHO HEIGHT -   722.541 (meters)     2370.54  (feet) ADJUSTED
 LH0859  ______________________________________________________________________
 LH0859  GEOID HEIGHT    -        -23.676 (meters)                     GEOID18
 LH0859  DYNAMIC HEIGHT  -        722.135 (meters)     2369.20  (feet) COMP
 LH0859  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 LH0859
 LH0859  VERT ORDER      -  SECOND    CLASS 0
 LH0859
 LH0859.The horizontal coordinates were scaled from a map and have
 LH0859.an estimated accuracy of +/- 6 seconds.
 LH0859
 LH0859.The orthometric height was determined by differential leveling and
 LH0859.adjusted by the NATIONAL GEODETIC SURVEY
 LH0859.in June 1991.
 LH0859
 LH0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0859.GEOID18 height accuracy estimate available here.
 LH0859
 LH0859.Click photographs - Photos may exist for this station.
 LH0859
 LH0859.The dynamic height is computed by dividing the NAVD 88
 LH0859.geopotential number by the normal gravity value computed on the
 LH0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0859.degrees latitude (g = 980.6199 gals.).
 LH0859
 LH0859.The modeled gravity was interpolated from observed gravity values.
 LH0859
 LH0859;                    North         East    Units  Estimated Accuracy
 LH0859;SPC NE       -   124,310.      541,100.      MT  (+/- 180 meters Scaled)
 LH0859
 LH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML569335(NAD 83)
 LH0859
 LH0859                          SUPERSEDED SURVEY CONTROL
 LH0859
 LH0859  NGVD 29 (??/??/92)  722.276  (m)         2369.67   (f) ADJ UNCH    2 0
 LH0859
 LH0859.Superseded values are not recommended for survey control.
 LH0859
 LH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0859.See file dsdata.pdf to determine how the superseded data were derived.
 LH0859
 LH0859_MARKER: DB = BENCH MARK DISK
 LH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0859_STAMPING: K 315 1950
 LH0859_MARK LOGO: CGS
 LH0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0859+STABILITY: SURFACE MOTION
 LH0859
 LH0859  HISTORY     - Date     Condition        Report By
 LH0859  HISTORY     - 1950     MONUMENTED       CGS
 LH0859  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0859
 LH0859                          STATION DESCRIPTION
 LH0859
 LH0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0859'0.2 MI W FROM SUMNER.
 LH0859'0.2 MILE WEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0859'RAILROAD STATION AT SUMNER, AT A ROAD INTERSECTION, AT A RAILROAD
 LH0859'CROSSING, 77 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LH0859'69 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21
 LH0859'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE RAILROAD,
 LH0859'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0859'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0859
 LH0859                          STATION RECOVERY (1983)
 LH0859
 LH0859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0859'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0759 ***********************************************************************
 ML0759  DESIGNATION -  K 316
 ML0759  PID         -  ML0759
 ML0759  STATE/COUNTY-  NE/DAWSON
 ML0759  COUNTRY     -  US
 ML0759  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0759
 ML0759                         *CURRENT SURVEY CONTROL
 ML0759  ______________________________________________________________________
 ML0759* NAD 83(1986) POSITION- 41 01 40.     (N) 099 44 58.     (W)   SCALED
 ML0759* NAVD 88 ORTHO HEIGHT -   813.881 (meters)     2670.21  (feet) ADJUSTED
 ML0759  ______________________________________________________________________
 ML0759  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 ML0759  DYNAMIC HEIGHT  -        813.409 (meters)     2668.66  (feet) COMP
 ML0759  MODELED GRAVITY -    980,016.8   (mgal)                       NAVD 88
 ML0759
 ML0759  VERT ORDER      -  SECOND    CLASS 0
 ML0759
 ML0759.The horizontal coordinates were scaled from a map and have
 ML0759.an estimated accuracy of +/- 6 seconds.
 ML0759
 ML0759.The orthometric height was determined by differential leveling and
 ML0759.adjusted by the NATIONAL GEODETIC SURVEY
 ML0759.in June 1991.
 ML0759
 ML0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0759.GEOID18 height accuracy estimate available here.
 ML0759
 ML0759.Click photographs - Photos may exist for this station.
 ML0759
 ML0759.The dynamic height is computed by dividing the NAVD 88
 ML0759.geopotential number by the normal gravity value computed on the
 ML0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0759.degrees latitude (g = 980.6199 gals.).
 ML0759
 ML0759.The modeled gravity was interpolated from observed gravity values.
 ML0759
 ML0759;                    North         East    Units  Estimated Accuracy
 ML0759;SPC NE       -   132,650.      521,070.      MT  (+/- 180 meters Scaled)
 ML0759
 ML0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML369421(NAD 83)
 ML0759
 ML0759                          SUPERSEDED SURVEY CONTROL
 ML0759
 ML0759  NGVD 29 (??/??/92)  813.581  (m)         2669.22   (f) ADJ UNCH    2 0
 ML0759
 ML0759.Superseded values are not recommended for survey control.
 ML0759
 ML0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0759.See file dsdata.pdf to determine how the superseded data were derived.
 ML0759
 ML0759_MARKER: DB = BENCH MARK DISK
 ML0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0759_STAMPING: K 316 1950
 ML0759_MARK LOGO: CGS
 ML0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0759+STABILITY: SURFACE MOTION
 ML0759
 ML0759  HISTORY     - Date     Condition        Report By
 ML0759  HISTORY     - 1950     MONUMENTED       CGS
 ML0759
 ML0759                          STATION DESCRIPTION
 ML0759
 ML0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0759'8.4 MI S FROM OCONTO.
 ML0759'8.35 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0759'AT OCONTO, 0.25 MILE SOUTH OF A ROAD INTERSECTION, ON TOP OF A
 ML0759'HILL, 75 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET
 ML0759'SOUTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST.  A STANDARD
 ML0759'DISK, STAMPED K 316 1950 AND SET IN THE TOP OF A CONCRETE POST
 ML0759'PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0061 ***********************************************************************
 MM0061  DESIGNATION -  K 317
 MM0061  PID         -  MM0061
 MM0061  STATE/COUNTY-  NE/CUSTER
 MM0061  COUNTRY     -  US
 MM0061  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0061
 MM0061                         *CURRENT SURVEY CONTROL
 MM0061  ______________________________________________________________________
 MM0061* NAD 83(1986) POSITION- 41 22 42.     (N) 100 02 04.     (W)   SCALED
 MM0061* NAVD 88 ORTHO HEIGHT -   801.532 (meters)     2629.69  (feet) ADJUSTED
 MM0061  ______________________________________________________________________
 MM0061  GEOID HEIGHT    -        -22.330 (meters)                     GEOID18
 MM0061  DYNAMIC HEIGHT  -        801.093 (meters)     2628.25  (feet) COMP
 MM0061  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 MM0061
 MM0061  VERT ORDER      -  SECOND    CLASS 0
 MM0061
 MM0061.The horizontal coordinates were scaled from a map and have
 MM0061.an estimated accuracy of +/- 6 seconds.
 MM0061
 MM0061.The orthometric height was determined by differential leveling and
 MM0061.adjusted by the NATIONAL GEODETIC SURVEY
 MM0061.in June 1991.
 MM0061
 MM0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0061.GEOID18 height accuracy estimate available here.
 MM0061
 MM0061.Click photographs - Photos may exist for this station.
 MM0061
 MM0061.The dynamic height is computed by dividing the NAVD 88
 MM0061.geopotential number by the normal gravity value computed on the
 MM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0061.degrees latitude (g = 980.6199 gals.).
 MM0061
 MM0061.The modeled gravity was interpolated from observed gravity values.
 MM0061
 MM0061;                    North         East    Units  Estimated Accuracy
 MM0061;SPC NE       -   171,540.      497,120.      MT  (+/- 180 meters Scaled)
 MM0061
 MM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML135812(NAD 83)
 MM0061
 MM0061                          SUPERSEDED SURVEY CONTROL
 MM0061
 MM0061  NGVD 29 (??/??/92)  801.279  (m)         2628.86   (f) ADJ UNCH    2 0
 MM0061
 MM0061.Superseded values are not recommended for survey control.
 MM0061
 MM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0061.See file dsdata.pdf to determine how the superseded data were derived.
 MM0061
 MM0061_MARKER: DB = BENCH MARK DISK
 MM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0061_STAMPING: K 317 1950
 MM0061_MARK LOGO: CGS
 MM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0061+STABILITY: SURFACE MOTION
 MM0061
 MM0061  HISTORY     - Date     Condition        Report By
 MM0061  HISTORY     - 1950     MONUMENTED       CGS
 MM0061
 MM0061                          STATION DESCRIPTION
 MM0061
 MM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0061'10.8 MI SE FROM ARNOLD.
 MM0061'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0061'UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE SOUTH
 MM0061'ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0061'GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD,
 MM0061'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 MM0061'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 MM0061'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 MM0061'SOUTH ALONG A GRAVELED ROAD, THENCE 0.85 MILE EAST ALONG A
 MM0061'GRAVELED ROAD, ACROSS THE ROAD FROM A GROVE OF TREES WHICH SURROUND
 MM0061'A FARMHOUSE, AT THE NORTHWEST CORNER OF A LARGE CORRUGATED STEEL
 MM0061'MACHINE BUILDING, 36 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 MM0061'ROAD, 13 FEET EAST OF THE CENTER LINE OF A FARM DRIVE WHICH LEADS
 MM0061'SOUTH INTO A FIELD, 1.6 FEET NORTH OF THE NORTHWEST CORNER OF THE
 MM0061'MACHINE BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MM0061'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0594 ***********************************************************************
 ML0594  DESIGNATION -  K 318
 ML0594  PID         -  ML0594
 ML0594  STATE/COUNTY-  NE/CUSTER
 ML0594  COUNTRY     -  US
 ML0594  USGS QUAD   -  SARGENT WEST (2017)
 ML0594
 ML0594                         *CURRENT SURVEY CONTROL
 ML0594  ______________________________________________________________________
 ML0594* NAD 83(1986) POSITION- 41 38 25.     (N) 099 23 06.     (W)   SCALED
 ML0594* NAVD 88 ORTHO HEIGHT -   708.193 (meters)     2323.46  (feet) ADJUSTED
 ML0594  ______________________________________________________________________
 ML0594  GEOID HEIGHT    -        -23.112 (meters)                     GEOID18
 ML0594  DYNAMIC HEIGHT  -        707.840 (meters)     2322.31  (feet) COMP
 ML0594  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 ML0594
 ML0594  VERT ORDER      -  SECOND    CLASS 0
 ML0594
 ML0594.The horizontal coordinates were scaled from a map and have
 ML0594.an estimated accuracy of +/- 6 seconds.
 ML0594
 ML0594.The orthometric height was determined by differential leveling and
 ML0594.adjusted by the NATIONAL GEODETIC SURVEY
 ML0594.in June 1991.
 ML0594
 ML0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0594.GEOID18 height accuracy estimate available here.
 ML0594
 ML0594.Click photographs - Photos may exist for this station.
 ML0594
 ML0594.The dynamic height is computed by dividing the NAVD 88
 ML0594.geopotential number by the normal gravity value computed on the
 ML0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0594.degrees latitude (g = 980.6199 gals.).
 ML0594
 ML0594.The modeled gravity was interpolated from observed gravity values.
 ML0594
 ML0594;                    North         East    Units  Estimated Accuracy
 ML0594;SPC NE       -   200,800.      551,220.      MT  (+/- 180 meters Scaled)
 ML0594
 ML0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM679099(NAD 83)
 ML0594
 ML0594                          SUPERSEDED SURVEY CONTROL
 ML0594
 ML0594  NGVD 29 (??/??/92)  707.938  (m)         2322.63   (f) ADJ UNCH    2 0
 ML0594
 ML0594.Superseded values are not recommended for survey control.
 ML0594
 ML0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0594.See file dsdata.pdf to determine how the superseded data were derived.
 ML0594
 ML0594_MARKER: DB = BENCH MARK DISK
 ML0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0594_STAMPING: K 316 1950
 ML0594_MARK LOGO: CGS
 ML0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0594+STABILITY: SURFACE MOTION
 ML0594
 ML0594  HISTORY     - Date     Condition        Report By
 ML0594  HISTORY     - 1950     MONUMENTED       CGS
 ML0594
 ML0594                          STATION DESCRIPTION
 ML0594
 ML0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0594'0.8 MI W FROM SARGENT.
 ML0594'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0594'SARGENT, AT THE RAYMOND SLAGLE HOME, 91 FEET SOUTHWEST OF THE
 ML0594'CENTER LINE OF THE GRAVELED ROAD, 55 FEET NORTH OF THE NORTHEAST
 ML0594'CORNER OF THE HOUSE, 30 FEET WEST OF THE CENTER LINE OF A
 ML0594'PRIVATE DRIVEWAY LEADING SOUTH, 25 FEET SOUTH OF THE CENTER
 ML0594'LINE OF A GRAVELED ROAD LEADING WEST, SET IN THE TOP OF A
 ML0594'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0957 ***********************************************************************
 ML0957  DESIGNATION -  K 319
 ML0957  PID         -  ML0957
 ML0957  STATE/COUNTY-  NE/BLAINE
 ML0957  COUNTRY     -  US
 ML0957  USGS QUAD   -  ALMERIA SW (2017)
 ML0957
 ML0957                         *CURRENT SURVEY CONTROL
 ML0957  ______________________________________________________________________
 ML0957* NAD 83(1986) POSITION- 41 47 44.     (N) 099 42 55.     (W)   SCALED
 ML0957* NAVD 88 ORTHO HEIGHT -   800.798 (meters)     2627.28  (feet) ADJUSTED
 ML0957  ______________________________________________________________________
 ML0957  GEOID HEIGHT    -        -22.576 (meters)                     GEOID18
 ML0957  DYNAMIC HEIGHT  -        800.399 (meters)     2625.98  (feet) COMP
 ML0957  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 ML0957
 ML0957  VERT ORDER      -  SECOND    CLASS 0
 ML0957
 ML0957.The horizontal coordinates were scaled from a map and have
 ML0957.an estimated accuracy of +/- 6 seconds.
 ML0957
 ML0957.The orthometric height was determined by differential leveling and
 ML0957.adjusted by the NATIONAL GEODETIC SURVEY
 ML0957.in June 1991.
 ML0957
 ML0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0957.GEOID18 height accuracy estimate available here.
 ML0957
 ML0957.Click photographs - Photos may exist for this station.
 ML0957
 ML0957.The dynamic height is computed by dividing the NAVD 88
 ML0957.geopotential number by the normal gravity value computed on the
 ML0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0957.degrees latitude (g = 980.6199 gals.).
 ML0957
 ML0957.The modeled gravity was interpolated from observed gravity values.
 ML0957
 ML0957;                    North         East    Units  Estimated Accuracy
 ML0957;SPC NE       -   217,900.      523,660.      MT  (+/- 180 meters Scaled)
 ML0957
 ML0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM405273(NAD 83)
 ML0957
 ML0957                          SUPERSEDED SURVEY CONTROL
 ML0957
 ML0957  NGVD 29 (??/??/92)  800.517  (m)         2626.36   (f) ADJ UNCH    2 0
 ML0957
 ML0957.Superseded values are not recommended for survey control.
 ML0957
 ML0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0957.See file dsdata.pdf to determine how the superseded data were derived.
 ML0957
 ML0957_MARKER: DB = BENCH MARK DISK
 ML0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0957_STAMPING: K 319 1950
 ML0957_MARK LOGO: CGS
 ML0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0957+STABILITY: SURFACE MOTION
 ML0957
 ML0957  HISTORY     - Date     Condition        Report By
 ML0957  HISTORY     - 1950     MONUMENTED       CGS
 ML0957
 ML0957                          STATION DESCRIPTION
 ML0957
 ML0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0957'5.8 MI N FROM MILBURN.
 ML0957'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0957'MILBURN, THENCE 3.05 MILES NORTH ALONG A WINDING DIRT ROAD,
 ML0957'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.85 MILE NORTH
 ML0957'ALONG A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A DIM TRACK ROAD,
 ML0957'ON TOP OF A SMALL HILL, 18.8 FEET SOUTH OF A BUSHY LOCUST TREE,
 ML0957'45 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF
 ML0957'A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0957'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0270 ***********************************************************************
 MM0270  DESIGNATION -  K 32
 MM0270  PID         -  MM0270
 MM0270  STATE/COUNTY-  NE/GRANT
 MM0270  COUNTRY     -  US
 MM0270  USGS QUAD   -  PRATT VALLEY (2017)
 MM0270
 MM0270                         *CURRENT SURVEY CONTROL
 MM0270  ______________________________________________________________________
 MM0270* NAD 83(1986) POSITION- 41 58 36.     (N) 101 43 32.     (W)   SCALED
 MM0270* NAVD 88 ORTHO HEIGHT -  1128.679 (meters)     3703.01  (feet) ADJUSTED
 MM0270  ______________________________________________________________________
 MM0270  GEOID HEIGHT    -        -19.416 (meters)                     GEOID18
 MM0270  DYNAMIC HEIGHT  -       1128.049 (meters)     3700.94  (feet) COMP
 MM0270  MODELED GRAVITY -    980,024.2   (mgal)                       NAVD 88
 MM0270
 MM0270  VERT ORDER      -  SECOND    CLASS 0
 MM0270
 MM0270.The horizontal coordinates were scaled from a map and have
 MM0270.an estimated accuracy of +/- 6 seconds.
 MM0270
 MM0270.The orthometric height was determined by differential leveling and
 MM0270.adjusted by the NATIONAL GEODETIC SURVEY
 MM0270.in June 1991.
 MM0270
 MM0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0270.GEOID18 height accuracy estimate available here.
 MM0270
 MM0270.Click photographs - Photos may exist for this station.
 MM0270
 MM0270.The dynamic height is computed by dividing the NAVD 88
 MM0270.geopotential number by the normal gravity value computed on the
 MM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0270.degrees latitude (g = 980.6199 gals.).
 MM0270
 MM0270.The modeled gravity was interpolated from observed gravity values.
 MM0270
 MM0270;                    North         East    Units  Estimated Accuracy
 MM0270;SPC NE       -   239,390.      357,040.      MT  (+/- 180 meters Scaled)
 MM0270
 MM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM741507(NAD 83)
 MM0270
 MM0270                          SUPERSEDED SURVEY CONTROL
 MM0270
 MM0270  NGVD 29 (??/??/92) 1128.208  (m)         3701.46   (f) ADJ UNCH    2 0
 MM0270
 MM0270.Superseded values are not recommended for survey control.
 MM0270
 MM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0270.See file dsdata.pdf to determine how the superseded data were derived.
 MM0270
 MM0270_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0270_STAMPING: K 32 1934
 MM0270_MARK LOGO: CGS
 MM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0270+STABILITY: SURFACE MOTION
 MM0270
 MM0270  HISTORY     - Date     Condition        Report By
 MM0270  HISTORY     - 1934     MONUMENTED       CGS
 MM0270  HISTORY     - 1948     MARK NOT FOUND   USGS
 MM0270
 MM0270                          STATION DESCRIPTION
 MM0270
 MM0270'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MM0270'2.7 MI SE FROM HYANNIS.
 MM0270'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0270'COUNTY, AT THE L-ANGLE INTERSECTION OF THE LINE OF AN EAST-AND-WEST
 MM0270'FENCE, 35 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 44 YARDS
 MM0270'EAST OF THE LINE OF A NORTH-AND-SOUTH FENCE, AND 6 FEET NORTH
 MM0270'OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED K 32 1934
 MM0270'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0845 ***********************************************************************
 LH0845  DESIGNATION -  K 320
 LH0845  PID         -  LH0845
 LH0845  STATE/COUNTY-  NE/DAWSON
 LH0845  COUNTRY     -  US
 LH0845  USGS QUAD   -  BUFFALO (2017)
 LH0845
 LH0845                         *CURRENT SURVEY CONTROL
 LH0845  ______________________________________________________________________
 LH0845* NAD 83(1986) POSITION- 40 56 44.     (N) 099 50 42.     (W)   SCALED
 LH0845* NAVD 88 ORTHO HEIGHT -   776.836 (meters)     2548.67  (feet) ADJUSTED
 LH0845  ______________________________________________________________________
 LH0845  GEOID HEIGHT    -        -23.399 (meters)                     GEOID18
 LH0845  DYNAMIC HEIGHT  -        776.385 (meters)     2547.19  (feet) COMP
 LH0845  MODELED GRAVITY -    980,017.0   (mgal)                       NAVD 88
 LH0845
 LH0845  VERT ORDER      -  SECOND    CLASS 0
 LH0845
 LH0845.The horizontal coordinates were scaled from a map and have
 LH0845.an estimated accuracy of +/- 6 seconds.
 LH0845
 LH0845.The orthometric height was determined by differential leveling and
 LH0845.adjusted by the NATIONAL GEODETIC SURVEY
 LH0845.in June 1991.
 LH0845
 LH0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0845.GEOID18 height accuracy estimate available here.
 LH0845
 LH0845.Click photographs - Photos may exist for this station.
 LH0845
 LH0845.The dynamic height is computed by dividing the NAVD 88
 LH0845.geopotential number by the normal gravity value computed on the
 LH0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0845.degrees latitude (g = 980.6199 gals.).
 LH0845
 LH0845.The modeled gravity was interpolated from observed gravity values.
 LH0845
 LH0845;                    North         East    Units  Estimated Accuracy
 LH0845;SPC NE       -   123,500.      513,050.      MT  (+/- 180 meters Scaled)
 LH0845
 LH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288330(NAD 83)
 LH0845
 LH0845                          SUPERSEDED SURVEY CONTROL
 LH0845
 LH0845  NGVD 29 (??/??/92)  776.537  (m)         2547.69   (f) ADJ UNCH    2 0
 LH0845
 LH0845.Superseded values are not recommended for survey control.
 LH0845
 LH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0845.See file dsdata.pdf to determine how the superseded data were derived.
 LH0845
 LH0845_MARKER: DB = BENCH MARK DISK
 LH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0845_STAMPING: K 320 1950
 LH0845_MARK LOGO: CGS
 LH0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0845+STABILITY: SURFACE MOTION
 LH0845
 LH0845  HISTORY     - Date     Condition        Report By
 LH0845  HISTORY     - 1950     MONUMENTED       CGS
 LH0845
 LH0845                          STATION DESCRIPTION
 LH0845
 LH0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0845'3.7 MI SW FROM BUFFALO.
 LH0845'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0845'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 3.0
 LH0845'MILES SOUTH ALONG A GRAVELED ROAD, 38 FEET EAST OF THE CENTER
 LH0845'LINE OF THE ROAD, 5.6 FEET NORTHEAST OF A FENCE CORNER, 4.6 FEET
 LH0845'EAST OF A FENCE, 3 FEET NORTH OF AN EAST AND WEST FENCE, 4 FEET
 LH0845'EAST OF A TELEPHONE POLE, 4.8 FEET EAST OF A WITNESS POST, SET
 LH0845'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LH0845'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0784 ***********************************************************************
 ML0784  DESIGNATION -  K 321
 ML0784  PID         -  ML0784
 ML0784  STATE/COUNTY-  NE/CUSTER
 ML0784  COUNTRY     -  US
 ML0784  USGS QUAD   -  OCONTO (2017)
 ML0784
 ML0784                         *CURRENT SURVEY CONTROL
 ML0784  ______________________________________________________________________
 ML0784* NAD 83(1986) POSITION- 41 10 59.     (N) 099 49 16.     (W)   SCALED
 ML0784* NAVD 88 ORTHO HEIGHT -   797.795 (meters)     2617.43  (feet) ADJUSTED
 ML0784  ______________________________________________________________________
 ML0784  GEOID HEIGHT    -        -22.878 (meters)                     GEOID18
 ML0784  DYNAMIC HEIGHT  -        797.355 (meters)     2615.99  (feet) COMP
 ML0784  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 ML0784
 ML0784  VERT ORDER      -  SECOND    CLASS 0
 ML0784
 ML0784.The horizontal coordinates were scaled from a map and have
 ML0784.an estimated accuracy of +/- 6 seconds.
 ML0784
 ML0784.The orthometric height was determined by differential leveling and
 ML0784.adjusted by the NATIONAL GEODETIC SURVEY
 ML0784.in June 1991.
 ML0784
 ML0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0784.GEOID18 height accuracy estimate available here.
 ML0784
 ML0784.Click photographs - Photos may exist for this station.
 ML0784
 ML0784.The dynamic height is computed by dividing the NAVD 88
 ML0784.geopotential number by the normal gravity value computed on the
 ML0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0784.degrees latitude (g = 980.6199 gals.).
 ML0784
 ML0784.The modeled gravity was interpolated from observed gravity values.
 ML0784
 ML0784;                    North         East    Units  Estimated Accuracy
 ML0784;SPC NE       -   149,870.      515,000.      MT  (+/- 180 meters Scaled)
 ML0784
 ML0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML311594(NAD 83)
 ML0784
 ML0784                          SUPERSEDED SURVEY CONTROL
 ML0784
 ML0784  NGVD 29 (??/??/92)  797.525  (m)         2616.55   (f) ADJ UNCH    2 0
 ML0784
 ML0784.Superseded values are not recommended for survey control.
 ML0784
 ML0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0784.See file dsdata.pdf to determine how the superseded data were derived.
 ML0784
 ML0784_MARKER: DB = BENCH MARK DISK
 ML0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0784_STAMPING: K 321 1950
 ML0784_MARK LOGO: CGS
 ML0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0784+STABILITY: SURFACE MOTION
 ML0784
 ML0784  HISTORY     - Date     Condition        Report By
 ML0784  HISTORY     - 1950     MONUMENTED       CGS
 ML0784  HISTORY     - 1985     GOOD             LOCSUR
 ML0784
 ML0784                          STATION DESCRIPTION
 ML0784
 ML0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0784'4.1 MI NW FROM OCONTO.
 ML0784'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0784'RAILROAD STATION AT OCONTO, 0.4 MILE NORTHWEST OF A NORTH AND
 ML0784'SOUTH ROAD, 183 FEET SOUTHEAST OF THE CENTER OF A GATE, 34 FEET
 ML0784'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST
 ML0784'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 15 FEET
 ML0784'SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET NORTHEAST OF A FENCE,
 ML0784'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0784'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0784
 ML0784                          STATION RECOVERY (1985)
 ML0784
 ML0784'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0297 ***********************************************************************
 ML0297  DESIGNATION -  K 322
 ML0297  PID         -  ML0297
 ML0297  STATE/COUNTY-  NE/SHERMAN
 ML0297  COUNTRY     -  US
 ML0297  USGS QUAD   -  LOUP CITY (2017)
 ML0297
 ML0297                         *CURRENT SURVEY CONTROL
 ML0297  ______________________________________________________________________
 ML0297* NAD 83(1986) POSITION- 41 16 09.     (N) 098 57 43.     (W)   SCALED
 ML0297* NAVD 88 ORTHO HEIGHT -   631.358 (meters)     2071.38  (feet) ADJUSTED
 ML0297  ______________________________________________________________________
 ML0297  GEOID HEIGHT    -        -23.956 (meters)                     GEOID18
 ML0297  DYNAMIC HEIGHT  -        631.035 (meters)     2070.32  (feet) COMP
 ML0297  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 ML0297
 ML0297  VERT ORDER      -  FIRST     CLASS II
 ML0297
 ML0297.The horizontal coordinates were scaled from a map and have
 ML0297.an estimated accuracy of +/- 6 seconds.
 ML0297
 ML0297.The orthometric height was determined by differential leveling and
 ML0297.adjusted by the NATIONAL GEODETIC SURVEY
 ML0297.in June 1991.
 ML0297
 ML0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0297.GEOID18 height accuracy estimate available here.
 ML0297
 ML0297.Click photographs - Photos may exist for this station.
 ML0297
 ML0297.The dynamic height is computed by dividing the NAVD 88
 ML0297.geopotential number by the normal gravity value computed on the
 ML0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0297.degrees latitude (g = 980.6199 gals.).
 ML0297
 ML0297.The modeled gravity was interpolated from observed gravity values.
 ML0297
 ML0297;                    North         East    Units  Estimated Accuracy
 ML0297;SPC NE       -   159,940.      586,950.      MT  (+/- 180 meters Scaled)
 ML0297
 ML0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL031686(NAD 83)
 ML0297
 ML0297                          SUPERSEDED SURVEY CONTROL
 ML0297
 ML0297  NGVD 29 (??/??/92)  631.114  (m)         2070.58   (f) ADJ UNCH    1 2
 ML0297
 ML0297.Superseded values are not recommended for survey control.
 ML0297
 ML0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0297.See file dsdata.pdf to determine how the superseded data were derived.
 ML0297
 ML0297_MARKER: DB = BENCH MARK DISK
 ML0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0297_STAMPING: K 322 1950
 ML0297_MARK LOGO: CGS
 ML0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0297+STABILITY: SURFACE MOTION
 ML0297
 ML0297  HISTORY     - Date     Condition        Report By
 ML0297  HISTORY     - 1950     MONUMENTED       CGS
 ML0297  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0297
 ML0297                          STATION DESCRIPTION
 ML0297
 ML0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0297'0.6 MI SE FROM LOUP CITY.
 ML0297'0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0297'RAILROAD FROM THE STATION AT LOUP CITY, 0.3 MILE SOUTHEAST OF
 ML0297'THE CROSSING OF STATE HIGHWAY 58, 47 FEET SOUTH OF A WHISTLE
 ML0297'POST, 33 FEET SOUTH OF THE SOUTH RAIL, 4 FEET EAST OF A TELEGRAPH
 ML0297'POLE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0297'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0297
 ML0297                          STATION RECOVERY (2009)
 ML0297
 ML0297'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0297'MARK NOT FOUND, RR TRACKS REMOVED, AREA IS CULTIVATED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0722 ***********************************************************************
 ML0722  DESIGNATION -  K 323 RESET
 ML0722  PID         -  ML0722
 ML0722  STATE/COUNTY-  NE/VALLEY
 ML0722  COUNTRY     -  US
 ML0722  USGS QUAD   -  ARCADIA EAST (2017)
 ML0722
 ML0722                         *CURRENT SURVEY CONTROL
 ML0722  ______________________________________________________________________
 ML0722* NAD 83(1986) POSITION- 41 25 24.     (N) 099 02 25.     (W)   SCALED
 ML0722* NAVD 88 ORTHO HEIGHT -   671.69  (meters)     2203.7   (feet) RESET
 ML0722  ______________________________________________________________________
 ML0722  GEOID HEIGHT    -        -23.743 (meters)                     GEOID18
 ML0722  VERT ORDER      -  THIRD
 ML0722
 ML0722.The horizontal coordinates were scaled from a map and have
 ML0722.an estimated accuracy of +/- 6 seconds.
 ML0722
 ML0722.The orthometric height was computed from unverified reset data.
 ML0722
 ML0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0722.GEOID18 height accuracy estimate available here.
 ML0722
 ML0722.Click photographs - Photos may exist for this station.
 ML0722
 ML0722;                    North         East    Units  Estimated Accuracy
 ML0722;SPC NE       -   176,980.      580,200.      MT  (+/- 180 meters Scaled)
 ML0722
 ML0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML966857(NAD 83)
 ML0722
 ML0722                          SUPERSEDED SURVEY CONTROL
 ML0722
 ML0722  NGVD 29 (??/??/??)  671.44   (m)         2202.9    (f) RESET       3  
 ML0722
 ML0722.Superseded values are not recommended for survey control.
 ML0722
 ML0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0722.See file dsdata.pdf to determine how the superseded data were derived.
 ML0722
 ML0722_MARKER: DB = BENCH MARK DISK
 ML0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0722_STAMPING: K 323 RESET 1958
 ML0722_MARK LOGO: CGS
 ML0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0722+STABILITY: SURFACE MOTION
 ML0722
 ML0722  HISTORY     - Date     Condition        Report By
 ML0722  HISTORY     - 1958     MONUMENTED       NEDR
 ML0722
 ML0722                          STATION DESCRIPTION
 ML0722
 ML0722'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0722'4.5 MI E FROM ARCADIA.
 ML0722'4.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 ML0722'ARCADIA, VALLEY COUNTY, 59 FEET SOUTH OF THE CENTERLINE OF
 ML0722'HIGHWAY 80, 75.2 FEET EAST OF A POWER POLE, 1.0 FOOT NORTH OF
 ML0722'A FENCE, AND 11.0 FEET NORTH OF A GAS LINE.  A STANDARD DISK,
 ML0722'STAMPED K 323 RESET 1958 AND SET IN A CONCRETE POST PROJECTING
 ML0722'0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0923 ***********************************************************************
 ML0923  DESIGNATION -  K 324
 ML0923  PID         -  ML0923
 ML0923  STATE/COUNTY-  NE/BLAINE
 ML0923  COUNTRY     -  US
 ML0923  USGS QUAD   -  BREWSTER SE (2017)
 ML0923
 ML0923                         *CURRENT SURVEY CONTROL
 ML0923  ______________________________________________________________________
 ML0923* NAD 83(1986) POSITION- 41 48 18.     (N) 099 47 51.     (W)   SCALED
 ML0923* NAVD 88 ORTHO HEIGHT -   773.184 (meters)     2536.69  (feet) ADJUSTED
 ML0923  ______________________________________________________________________
 ML0923  GEOID HEIGHT    -        -22.457 (meters)                     GEOID18
 ML0923  DYNAMIC HEIGHT  -        772.799 (meters)     2535.42  (feet) COMP
 ML0923  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 ML0923
 ML0923  VERT ORDER      -  SECOND    CLASS 0
 ML0923
 ML0923.The horizontal coordinates were scaled from a map and have
 ML0923.an estimated accuracy of +/- 6 seconds.
 ML0923
 ML0923.The orthometric height was determined by differential leveling and
 ML0923.adjusted by the NATIONAL GEODETIC SURVEY
 ML0923.in June 1991.
 ML0923
 ML0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0923.GEOID18 height accuracy estimate available here.
 ML0923
 ML0923.Click photographs - Photos may exist for this station.
 ML0923
 ML0923.The dynamic height is computed by dividing the NAVD 88
 ML0923.geopotential number by the normal gravity value computed on the
 ML0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0923.degrees latitude (g = 980.6199 gals.).
 ML0923
 ML0923.The modeled gravity was interpolated from observed gravity values.
 ML0923
 ML0923;                    North         East    Units  Estimated Accuracy
 ML0923;SPC NE       -   218,930.      516,820.      MT  (+/- 180 meters Scaled)
 ML0923
 ML0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM337284(NAD 83)
 ML0923
 ML0923                          SUPERSEDED SURVEY CONTROL
 ML0923
 ML0923  NGVD 29 (??/??/92)  772.903  (m)         2535.77   (f) ADJ UNCH    2 0
 ML0923
 ML0923.Superseded values are not recommended for survey control.
 ML0923
 ML0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0923.See file dsdata.pdf to determine how the superseded data were derived.
 ML0923
 ML0923_MARKER: DB = BENCH MARK DISK
 ML0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0923_STAMPING: K 324 1950
 ML0923_MARK LOGO: CGS
 ML0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0923+STABILITY: SURFACE MOTION
 ML0923
 ML0923  HISTORY     - Date     Condition        Report By
 ML0923  HISTORY     - 1950     MONUMENTED       CGS
 ML0923
 ML0923                          STATION DESCRIPTION
 ML0923
 ML0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0923'8.2 MI NW FROM MILBURN.
 ML0923'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0923'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0923'THENCE 1.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, 0.5 MILE
 ML0923'SOUTHEAST OF A CATTLE GUARD WHICH IS IN A NORTH AND SOUTH FENCE,
 ML0923'0.9 MILE NORTHWEST OF A GATE IN A NORTH AND SOUTH FENCE, ABOUT 0.15
 ML0923'MILE SOUTHWEST OF A GROVE OF COTTONWOOD TREES, 0.1 MILE NORTH OF
 ML0923'A LONE WILLOW TREE, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 ML0923'ROAD, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0923'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1442 ***********************************************************************
 MK1442  DESIGNATION -  K 325
 MK1442  PID         -  MK1442
 MK1442  STATE/COUNTY-  NE/POLK
 MK1442  COUNTRY     -  US
 MK1442  USGS QUAD   -  CLARKS (2017)
 MK1442
 MK1442                         *CURRENT SURVEY CONTROL
 MK1442  ______________________________________________________________________
 MK1442* NAD 83(1986) POSITION- 41 09 44.     (N) 097 46 16.     (W)   SCALED
 MK1442* NAVD 88 ORTHO HEIGHT -   532.430 (meters)     1746.81  (feet) ADJUSTED
 MK1442  ______________________________________________________________________
 MK1442  GEOID HEIGHT    -        -25.502 (meters)                     GEOID18
 MK1442  DYNAMIC HEIGHT  -        532.168 (meters)     1745.95  (feet) COMP
 MK1442  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 MK1442
 MK1442  VERT ORDER      -  SECOND    CLASS 0
 MK1442
 MK1442.The horizontal coordinates were scaled from a map and have
 MK1442.an estimated accuracy of +/- 6 seconds.
 MK1442
 MK1442.The orthometric height was determined by differential leveling and
 MK1442.adjusted by the NATIONAL GEODETIC SURVEY
 MK1442.in June 1991.
 MK1442
 MK1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1442.GEOID18 height accuracy estimate available here.
 MK1442
 MK1442.Click photographs - Photos may exist for this station.
 MK1442
 MK1442.The dynamic height is computed by dividing the NAVD 88
 MK1442.geopotential number by the normal gravity value computed on the
 MK1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1442.degrees latitude (g = 980.6199 gals.).
 MK1442
 MK1442.The modeled gravity was interpolated from observed gravity values.
 MK1442
 MK1442;                    North         East    Units  Estimated Accuracy
 MK1442;SPC NE       -   149,950.      686,990.      MT  (+/- 180 meters Scaled)
 MK1442
 MK1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL030574(NAD 83)
 MK1442
 MK1442                          SUPERSEDED SURVEY CONTROL
 MK1442
 MK1442  NGVD 29 (??/??/92)  532.217  (m)         1746.12   (f) ADJ UNCH    2 0
 MK1442
 MK1442.Superseded values are not recommended for survey control.
 MK1442
 MK1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1442.See file dsdata.pdf to determine how the superseded data were derived.
 MK1442
 MK1442_MARKER: DB = BENCH MARK DISK
 MK1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1442_STAMPING: K 325 1950
 MK1442_MARK LOGO: CGS
 MK1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1442+STABILITY: SURFACE MOTION
 MK1442
 MK1442  HISTORY     - Date     Condition        Report By
 MK1442  HISTORY     - 1950     MONUMENTED       CGS
 MK1442
 MK1442                          STATION DESCRIPTION
 MK1442
 MK1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1442'7 MI N FROM POLK.
 MK1442'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1442'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1442'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1442'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 35 FEET SOUTH OF
 MK1442'THE CENTER LINE OF AN EAST AND WEST ROAD, 38 FEET WEST OF THE
 MK1442'CENTER LINE OF A NORTH AND SOUTH ROAD, 3.4 FEET SOUTHWEST OF A
 MK1442'POWER POLE, 1.9 FEET SOUTHWEST OF A FENCE CORNER, 2.1 FEET WEST
 MK1442'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1442'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1463 ***********************************************************************
 MK1463  DESIGNATION -  K 327
 MK1463  PID         -  MK1463
 MK1463  STATE/COUNTY-  NE/POLK
 MK1463  COUNTRY     -  US
 MK1463  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1463
 MK1463                         *CURRENT SURVEY CONTROL
 MK1463  ______________________________________________________________________
 MK1463* NAD 83(1986) POSITION- 41 15 52.     (N) 097 34 45.     (W)   SCALED
 MK1463* NAVD 88 ORTHO HEIGHT -   470.834 (meters)     1544.73  (feet) ADJUSTED
 MK1463  ______________________________________________________________________
 MK1463  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 MK1463  DYNAMIC HEIGHT  -        470.612 (meters)     1544.00  (feet) COMP
 MK1463  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 MK1463
 MK1463  VERT ORDER      -  SECOND    CLASS 0
 MK1463
 MK1463.The horizontal coordinates were scaled from a map and have
 MK1463.an estimated accuracy of +/- 6 seconds.
 MK1463
 MK1463.The orthometric height was determined by differential leveling and
 MK1463.adjusted by the NATIONAL GEODETIC SURVEY
 MK1463.in June 1991.
 MK1463
 MK1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1463.GEOID18 height accuracy estimate available here.
 MK1463
 MK1463.Click photographs - Photos may exist for this station.
 MK1463
 MK1463.The dynamic height is computed by dividing the NAVD 88
 MK1463.geopotential number by the normal gravity value computed on the
 MK1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1463.degrees latitude (g = 980.6199 gals.).
 MK1463
 MK1463.The modeled gravity was interpolated from observed gravity values.
 MK1463
 MK1463;                    North         East    Units  Estimated Accuracy
 MK1463;SPC NE       -   161,730.      702,770.      MT  (+/- 180 meters Scaled)
 MK1463
 MK1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL190690(NAD 83)
 MK1463
 MK1463                          SUPERSEDED SURVEY CONTROL
 MK1463
 MK1463  NGVD 29 (??/??/92)  470.634  (m)         1544.07   (f) ADJ UNCH    2 0
 MK1463
 MK1463.Superseded values are not recommended for survey control.
 MK1463
 MK1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1463.See file dsdata.pdf to determine how the superseded data were derived.
 MK1463
 MK1463_MARKER: DB = BENCH MARK DISK
 MK1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1463_STAMPING: K 327 1950
 MK1463_MARK LOGO: CGS
 MK1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1463+STABILITY: SURFACE MOTION
 MK1463
 MK1463  HISTORY     - Date     Condition        Report By
 MK1463  HISTORY     - 1950     MONUMENTED       CGS
 MK1463  HISTORY     - 20101001 MARK NOT FOUND   INDIV
 MK1463
 MK1463                          STATION DESCRIPTION
 MK1463
 MK1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1463'7.6 MI SE FROM SILVER CREEK.
 MK1463'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1463'SILVER CREEK, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, 500
 MK1463'FEET NORTHWEST OF A FARMHOUSE, IN A PASTURE LOT, 234 FEET EAST
 MK1463'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 36 FEET SOUTH OF
 MK1463'THE CENTER LINE OF AN EAST AND WEST ROAD, 6.5 FEET SOUTHWEST OF
 MK1463'A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 2.3 FEET SOUTHWEST
 MK1463'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1463'PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1463'NORTH OF BENCH MARK J 327.
 MK1463
 MK1463                          STATION RECOVERY (2010)
 MK1463
 MK1463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0587 ***********************************************************************
 ML0587  DESIGNATION -  K 328
 ML0587  PID         -  ML0587
 ML0587  STATE/COUNTY-  NE/CUSTER
 ML0587  COUNTRY     -  US
 ML0587  USGS QUAD   -  SARGENT SE (2017)
 ML0587
 ML0587                         *CURRENT SURVEY CONTROL
 ML0587  ______________________________________________________________________
 ML0587* NAD 83(1986) POSITION- 41 34 19.     (N) 099 15 20.     (W)   SCALED
 ML0587* NAVD 88 ORTHO HEIGHT -   686.564 (meters)     2252.50  (feet) ADJUSTED
 ML0587  ______________________________________________________________________
 ML0587  GEOID HEIGHT    -        -23.344 (meters)                     GEOID18
 ML0587  DYNAMIC HEIGHT  -        686.223 (meters)     2251.38  (feet) COMP
 ML0587  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 ML0587
 ML0587  VERT ORDER      -  FIRST     CLASS II
 ML0587
 ML0587.The horizontal coordinates were scaled from a map and have
 ML0587.an estimated accuracy of +/- 6 seconds.
 ML0587
 ML0587.The orthometric height was determined by differential leveling and
 ML0587.adjusted by the NATIONAL GEODETIC SURVEY
 ML0587.in June 1991.
 ML0587
 ML0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0587.GEOID18 height accuracy estimate available here.
 ML0587
 ML0587.Click photographs - Photos may exist for this station.
 ML0587
 ML0587.The dynamic height is computed by dividing the NAVD 88
 ML0587.geopotential number by the normal gravity value computed on the
 ML0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0587.degrees latitude (g = 980.6199 gals.).
 ML0587
 ML0587.The modeled gravity was interpolated from observed gravity values.
 ML0587
 ML0587;                    North         East    Units  Estimated Accuracy
 ML0587;SPC NE       -   193,300.      562,070.      MT  (+/- 180 meters Scaled)
 ML0587
 ML0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM786022(NAD 83)
 ML0587
 ML0587                          SUPERSEDED SURVEY CONTROL
 ML0587
 ML0587  NGVD 29 (??/??/92)  686.316  (m)         2251.69   (f) ADJ UNCH    1 2
 ML0587
 ML0587.Superseded values are not recommended for survey control.
 ML0587
 ML0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0587.See file dsdata.pdf to determine how the superseded data were derived.
 ML0587
 ML0587_MARKER: DB = BENCH MARK DISK
 ML0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0587_STAMPING: K 328 1950
 ML0587_MARK LOGO: CGS
 ML0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0587+STABILITY: SURFACE MOTION
 ML0587
 ML0587  HISTORY     - Date     Condition        Report By
 ML0587  HISTORY     - 1950     MONUMENTED       CGS
 ML0587
 ML0587                          STATION DESCRIPTION
 ML0587
 ML0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0587'1.2 MI NW FROM COMSTOCK.
 ML0587'1.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0587'RAILROAD FROM THE STATION AT COMSTOCK, 0.1 MILE SOUTHEAST OF A
 ML0587'GATE AND A PRIVATE ROAD CROSSING, 47 FEET NORTHEAST OF THE
 ML0587'NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST
 ML0587'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0587'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1353 ***********************************************************************
 MK1353  DESIGNATION -  K 329
 MK1353  PID         -  MK1353
 MK1353  STATE/COUNTY-  NE/COLFAX
 MK1353  COUNTRY     -  US
 MK1353  USGS QUAD   -  SCHUYLER (2017)
 MK1353
 MK1353                         *CURRENT SURVEY CONTROL
 MK1353  ______________________________________________________________________
 MK1353* NAD 83(1986) POSITION- 41 25 24.     (N) 097 03 35.     (W)   SCALED
 MK1353* NAVD 88 ORTHO HEIGHT -   411.062 (meters)     1348.63  (feet) ADJUSTED
 MK1353  ______________________________________________________________________
 MK1353  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 MK1353  DYNAMIC HEIGHT  -        410.882 (meters)     1348.04  (feet) COMP
 MK1353  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 MK1353
 MK1353  VERT ORDER      -  SECOND    CLASS 0
 MK1353
 MK1353.The horizontal coordinates were scaled from a map and have
 MK1353.an estimated accuracy of +/- 6 seconds.
 MK1353
 MK1353.The orthometric height was determined by differential leveling and
 MK1353.adjusted by the NATIONAL GEODETIC SURVEY
 MK1353.in June 1991.
 MK1353
 MK1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1353.GEOID18 height accuracy estimate available here.
 MK1353
 MK1353.Click photographs - Photos may exist for this station.
 MK1353
 MK1353.The dynamic height is computed by dividing the NAVD 88
 MK1353.geopotential number by the normal gravity value computed on the
 MK1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1353.degrees latitude (g = 980.6199 gals.).
 MK1353
 MK1353.The modeled gravity was interpolated from observed gravity values.
 MK1353
 MK1353;                    North         East    Units  Estimated Accuracy
 MK1353;SPC NE       -   180,710.      745,660.      MT  (+/- 180 meters Scaled)
 MK1353
 MK1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621875(NAD 83)
 MK1353
 MK1353                          SUPERSEDED SURVEY CONTROL
 MK1353
 MK1353  NGVD 29 (??/??/92)  410.894  (m)         1348.07   (f) ADJ UNCH    2 0
 MK1353
 MK1353.Superseded values are not recommended for survey control.
 MK1353
 MK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1353.See file dsdata.pdf to determine how the superseded data were derived.
 MK1353
 MK1353_MARKER: DB = BENCH MARK DISK
 MK1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1353_STAMPING: K 329 1950
 MK1353_MARK LOGO: CGS
 MK1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1353+STABILITY: SURFACE MOTION
 MK1353
 MK1353  HISTORY     - Date     Condition        Report By
 MK1353  HISTORY     - 1950     MONUMENTED       CGS
 MK1353  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK1353
 MK1353                          STATION DESCRIPTION
 MK1353
 MK1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1353'1.6 MI S FROM SCHUYLER.
 MK1353'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1353'SCHUYLER, THENCE 1.65 MILES SOUTH ALONG STATE HIGHWAY 15, 100
 MK1353'FEET WEST CENTERLINE OF HIGHWAY 15, 7.0 FEET WEST OF A POWER
 MK1353'LINE POLE, 3.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 MK1353'LEADING EAST, 10.0 FEET WEST OF A RIGHT-OF-WAY FENCE, 1.0 FOOT
 MK1353'SOUTH OF AN EAST-WEST FENCE, 1.2 FEET EAST OF A REFERENCE POST,
 MK1353'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MK1353'THE GROUND.  NOTE-- HIGHWAY RELOCATED, POST NOT MOVED.
 MK1353
 MK1353                          STATION RECOVERY (1966)
 MK1353
 MK1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK1353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2193 ***********************************************************************
 MK2193  DESIGNATION -  K 329 RESET
 MK2193  PID         -  MK2193
 MK2193  STATE/COUNTY-  NE/COLFAX
 MK2193  COUNTRY     -  US
 MK2193  USGS QUAD   -  SCHUYLER (2017)
 MK2193
 MK2193                         *CURRENT SURVEY CONTROL
 MK2193  ______________________________________________________________________
 MK2193* NAD 83(1986) POSITION- 41 25 24.     (N) 097 03 35.     (W)   SCALED
 MK2193* NAVD 88 ORTHO HEIGHT -   410.81  (+/-2cm)     1347.8   (feet) VERTCON
 MK2193  ______________________________________________________________________
 MK2193  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 MK2193  VERT ORDER      -  THIRD (See Below)
 MK2193
 MK2193.The horizontal coordinates were scaled from a map and have
 MK2193.an estimated accuracy of +/- 6 seconds.
 MK2193
 MK2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2193
 MK2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2193.GEOID18 height accuracy estimate available here.
 MK2193
 MK2193.The vertical order pertains to the NGVD 29 superseded value.
 MK2193
 MK2193.Click photographs - Photos may exist for this station.
 MK2193
 MK2193;                    North         East    Units  Estimated Accuracy
 MK2193;SPC NE       -   180,710.      745,660.      MT  (+/- 180 meters Scaled)
 MK2193
 MK2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621875(NAD 83)
 MK2193
 MK2193                          SUPERSEDED SURVEY CONTROL
 MK2193
 MK2193  NGVD 29 (01/31/13)  410.64   (m)         1347.2    (f) RESET       3  
 MK2193
 MK2193.Superseded values are not recommended for survey control.
 MK2193
 MK2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2193.See file dsdata.pdf to determine how the superseded data were derived.
 MK2193
 MK2193_MARKER: DV = VERTICAL CONTROL DISK
 MK2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2193_STAMPING: K 329 RESET 1985
 MK2193_MARK LOGO: NGS
 MK2193_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2193+STABILITY: SURFACE MOTION
 MK2193
 MK2193  HISTORY     - Date     Condition        Report By
 MK2193  HISTORY     - 1985     MONUMENTED       NGS
 MK2193  HISTORY     - 20070328 POOR             INDIV
 MK2193
 MK2193                          STATION DESCRIPTION
 MK2193
 MK2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2193'1 BLOCK WEST ALONG 11TH STREET FROM THE POST OFFICE IN SCHUYLER,
 MK2193'THENCE 2.66 (1.65 MI) LEFT AND SOUTH ALONG STATE HIGHWAY 15 TO A
 MK2193'GRADED CROSSROAD AND MARK ON LEFT, 22.2 M (73.0 FT) EAST OF THE
 MK2193'CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) NORTH OF THE CENTERLINE
 MK2193'OF A GRADED ROAD, 2.59 M (8.5 FT) NORTH-NORTHWEST FROM A POWERLINE
 MK2193'POLE, IN A CONCRETE POST FLUSH WITH THE GROUND.
 MK2193
 MK2193                          STATION RECOVERY (2007)
 MK2193
 MK2193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MLS)
 MK2193'THE TOP 0.3 FEET OF THE CONCRETE POST WAS BROKE OFF AND THE BRASS DISK
 MK2193'WAS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0904 ***********************************************************************
 MK0904  DESIGNATION -  K 330
 MK0904  PID         -  MK0904
 MK0904  STATE/COUNTY-  NE/SAUNDERS
 MK0904  COUNTRY     -  US
 MK0904  USGS QUAD   -  NORTH BEND (2017)
 MK0904
 MK0904                         *CURRENT SURVEY CONTROL
 MK0904  ______________________________________________________________________
 MK0904* NAD 83(1986) POSITION- 41 26 02.     (N) 096 47 25.     (W)   SCALED
 MK0904* NAVD 88 ORTHO HEIGHT -   392.658 (meters)     1288.25  (feet) ADJUSTED
 MK0904  ______________________________________________________________________
 MK0904  GEOID HEIGHT    -        -26.220 (meters)                     GEOID18
 MK0904  DYNAMIC HEIGHT  -        392.490 (meters)     1287.69  (feet) COMP
 MK0904  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 MK0904
 MK0904  VERT ORDER      -  SECOND    CLASS 0
 MK0904
 MK0904.The horizontal coordinates were scaled from a map and have
 MK0904.an estimated accuracy of +/- 6 seconds.
 MK0904
 MK0904.The orthometric height was determined by differential leveling and
 MK0904.adjusted by the NATIONAL GEODETIC SURVEY
 MK0904.in June 1991.
 MK0904
 MK0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0904.GEOID18 height accuracy estimate available here.
 MK0904
 MK0904.Click photographs - Photos may exist for this station.
 MK0904
 MK0904.The dynamic height is computed by dividing the NAVD 88
 MK0904.geopotential number by the normal gravity value computed on the
 MK0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0904.degrees latitude (g = 980.6199 gals.).
 MK0904
 MK0904.The modeled gravity was interpolated from observed gravity values.
 MK0904
 MK0904;                    North         East    Units  Estimated Accuracy
 MK0904;SPC NE       -   182,680.      768,120.      MT  (+/- 180 meters Scaled)
 MK0904
 MK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL846892(NAD 83)
 MK0904
 MK0904                          SUPERSEDED SURVEY CONTROL
 MK0904
 MK0904  NGVD 29 (??/??/92)  392.506  (m)         1287.75   (f) ADJ UNCH    2 0
 MK0904
 MK0904.Superseded values are not recommended for survey control.
 MK0904
 MK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0904.See file dsdata.pdf to determine how the superseded data were derived.
 MK0904
 MK0904_MARKER: DB = BENCH MARK DISK
 MK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0904_STAMPING: K 330 1950
 MK0904_MARK LOGO: CGS
 MK0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0904+STABILITY: SURFACE MOTION
 MK0904
 MK0904  HISTORY     - Date     Condition        Report By
 MK0904  HISTORY     - 1950     MONUMENTED       CGS
 MK0904
 MK0904                          STATION DESCRIPTION
 MK0904
 MK0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0904'1.3 MI W FROM MORSE BLUFF.
 MK0904'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0904'WESTERN RAILROAD STATION AT MORSE BLUFF, 59 FEET SOUTH OF THE
 MK0904'CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET WEST OF THE
 MK0904'CENTER LINE OF A NORTH AND SOUTH ROAD, 19.3 FEET NORTH OF THE
 MK0904'NORTH RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD, 2 FEET
 MK0904'EAST OF A WITNESS POST, AT A ROAD INTERSECTION, SET IN THE TOP
 MK0904'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1340 ***********************************************************************
 MK1340  DESIGNATION -  K 331
 MK1340  PID         -  MK1340
 MK1340  STATE/COUNTY-  NE/BUTLER
 MK1340  COUNTRY     -  US
 MK1340  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1340
 MK1340                         *CURRENT SURVEY CONTROL
 MK1340  ______________________________________________________________________
 MK1340* NAD 83(1986) POSITION- 41 21 59.     (N) 097 09 24.     (W)   SCALED
 MK1340* NAVD 88 ORTHO HEIGHT -   428.135 (meters)     1404.64  (feet) ADJUSTED
 MK1340  ______________________________________________________________________
 MK1340  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 MK1340  DYNAMIC HEIGHT  -        427.943 (meters)     1404.01  (feet) COMP
 MK1340  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 MK1340
 MK1340  VERT ORDER      -  SECOND    CLASS 0
 MK1340
 MK1340.The horizontal coordinates were scaled from a map and have
 MK1340.an estimated accuracy of +/- 6 seconds.
 MK1340
 MK1340.The orthometric height was determined by differential leveling and
 MK1340.adjusted by the NATIONAL GEODETIC SURVEY
 MK1340.in June 1991.
 MK1340
 MK1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1340.GEOID18 height accuracy estimate available here.
 MK1340
 MK1340.Click photographs - Photos may exist for this station.
 MK1340
 MK1340.The dynamic height is computed by dividing the NAVD 88
 MK1340.geopotential number by the normal gravity value computed on the
 MK1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1340.degrees latitude (g = 980.6199 gals.).
 MK1340
 MK1340.The modeled gravity was interpolated from observed gravity values.
 MK1340
 MK1340;                    North         East    Units  Estimated Accuracy
 MK1340;SPC NE       -   174,120.      737,770.      MT  (+/- 180 meters Scaled)
 MK1340
 MK1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL541810(NAD 83)
 MK1340
 MK1340                          SUPERSEDED SURVEY CONTROL
 MK1340
 MK1340  NGVD 29 (??/??/92)  427.963  (m)         1404.08   (f) ADJ UNCH    2 0
 MK1340
 MK1340.Superseded values are not recommended for survey control.
 MK1340
 MK1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1340.See file dsdata.pdf to determine how the superseded data were derived.
 MK1340
 MK1340_MARKER: DB = BENCH MARK DISK
 MK1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1340_STAMPING: K 331 1950
 MK1340_MARK LOGO: CGS
 MK1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1340+STABILITY: SURFACE MOTION
 MK1340
 MK1340  HISTORY     - Date     Condition        Report By
 MK1340  HISTORY     - 1950     MONUMENTED       CGS
 MK1340  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1340
 MK1340                          STATION DESCRIPTION
 MK1340
 MK1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1340'5.8 MI NE FROM BELLWOOD.
 MK1340'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1340'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1340'ALONG A GRAVELED ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED
 MK1340'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 40 FEET NORTH
 MK1340'OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 64 FEET NORTH
 MK1340'OF THE CENTER LINE OF AN ENTRANCE TO A FIELD, 34 FEET EAST OF
 MK1340'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 19 FEET NORTH OF A
 MK1340'FENCE CORNER, 1.3 FEET WEST OF A FENCE, 2.3 FEET SOUTH OF A
 MK1340'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1340'0.2 FOOT ABOVE THE GROUND.
 MK1340
 MK1340                          STATION RECOVERY (1966)
 MK1340
 MK1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0190 ***********************************************************************
 ML0190  DESIGNATION -  K 332
 ML0190  PID         -  ML0190
 ML0190  STATE/COUNTY-  NE/HOWARD
 ML0190  COUNTRY     -  US
 ML0190  USGS QUAD   -  PALMER (2017)
 ML0190
 ML0190                         *CURRENT SURVEY CONTROL
 ML0190  ______________________________________________________________________
 ML0190* NAD 83(1986) POSITION- 41 14 57.     (N) 098 17 52.     (W)   SCALED
 ML0190* NAVD 88 ORTHO HEIGHT -   535.560 (meters)     1757.08  (feet) ADJUSTED
 ML0190  ______________________________________________________________________
 ML0190  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 ML0190  DYNAMIC HEIGHT  -        535.296 (meters)     1756.22  (feet) COMP
 ML0190  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 ML0190
 ML0190  VERT ORDER      -  SECOND    CLASS 0
 ML0190
 ML0190.The horizontal coordinates were scaled from a map and have
 ML0190.an estimated accuracy of +/- 6 seconds.
 ML0190
 ML0190.The orthometric height was determined by differential leveling and
 ML0190.adjusted by the NATIONAL GEODETIC SURVEY
 ML0190.in June 1991.
 ML0190
 ML0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0190.GEOID18 height accuracy estimate available here.
 ML0190
 ML0190.Click photographs - Photos may exist for this station.
 ML0190
 ML0190.The dynamic height is computed by dividing the NAVD 88
 ML0190.geopotential number by the normal gravity value computed on the
 ML0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0190.degrees latitude (g = 980.6199 gals.).
 ML0190
 ML0190.The modeled gravity was interpolated from observed gravity values.
 ML0190
 ML0190;                    North         East    Units  Estimated Accuracy
 ML0190;SPC NE       -   158,600.      642,620.      MT  (+/- 180 meters Scaled)
 ML0190
 ML0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL588666(NAD 83)
 ML0190
 ML0190                          SUPERSEDED SURVEY CONTROL
 ML0190
 ML0190  NGVD 29 (??/??/92)  535.326  (m)         1756.32   (f) ADJ UNCH    2 0
 ML0190
 ML0190.Superseded values are not recommended for survey control.
 ML0190
 ML0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0190.See file dsdata.pdf to determine how the superseded data were derived.
 ML0190
 ML0190_MARKER: DB = BENCH MARK DISK
 ML0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0190_STAMPING: K 332 1950
 ML0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0190+STABILITY: SURFACE MOTION
 ML0190
 ML0190  HISTORY     - Date     Condition        Report By
 ML0190  HISTORY     - 1950     MONUMENTED       CGS
 ML0190  HISTORY     - 1961     GOOD             USGS
 ML0190
 ML0190                          STATION DESCRIPTION
 ML0190
 ML0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0190'4.7 MI SE FROM CUSHING.
 ML0190'4.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0190'RAILROAD FROM THE STATION AT CUSHING, AT A ROAD CROSSING, 70 FEET
 ML0190'NORTHEAST OF THE NORTHEAST RAIL, 24.7 FEET NORTH OF THE CENTER
 ML0190'LINE OF AN EAST AND WEST DIRT ROAD, 5 FEET EAST OF THE EAST END
 ML0190'OF A GATE, 1.7 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS
 ML0190'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 ML0190'ABOVE THE GROUND.
 ML0190
 ML0190                          STATION RECOVERY (1961)
 ML0190
 ML0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1551 ***********************************************************************
 MK1551  DESIGNATION -  K 333
 MK1551  PID         -  MK1551
 MK1551  STATE/COUNTY-  NE/HAMILTON
 MK1551  COUNTRY     -  US
 MK1551  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1551
 MK1551                         *CURRENT SURVEY CONTROL
 MK1551  ______________________________________________________________________
 MK1551* NAD 83(1986) POSITION- 41 04 32.     (N) 097 54 17.     (W)   SCALED
 MK1551* NAVD 88 ORTHO HEIGHT -   541.702 (meters)     1777.23  (feet) ADJUSTED
 MK1551  ______________________________________________________________________
 MK1551  GEOID HEIGHT    -        -25.500 (meters)                     GEOID18
 MK1551  DYNAMIC HEIGHT  -        541.427 (meters)     1776.33  (feet) COMP
 MK1551  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 MK1551
 MK1551  VERT ORDER      -  SECOND    CLASS 0
 MK1551
 MK1551.The horizontal coordinates were scaled from a map and have
 MK1551.an estimated accuracy of +/- 6 seconds.
 MK1551
 MK1551.The orthometric height was determined by differential leveling and
 MK1551.adjusted by the NATIONAL GEODETIC SURVEY
 MK1551.in June 1991.
 MK1551
 MK1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1551.GEOID18 height accuracy estimate available here.
 MK1551
 MK1551.Click photographs - Photos may exist for this station.
 MK1551
 MK1551.The dynamic height is computed by dividing the NAVD 88
 MK1551.geopotential number by the normal gravity value computed on the
 MK1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1551.degrees latitude (g = 980.6199 gals.).
 MK1551
 MK1551.The modeled gravity was interpolated from observed gravity values.
 MK1551
 MK1551;                    North         East    Units  Estimated Accuracy
 MK1551;SPC NE       -   140,050.      676,010.      MT  (+/- 180 meters Scaled)
 MK1551
 MK1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL920477(NAD 83)
 MK1551
 MK1551                          SUPERSEDED SURVEY CONTROL
 MK1551
 MK1551  NGVD 29 (??/??/92)  541.480  (m)         1776.51   (f) ADJ UNCH    2 0
 MK1551
 MK1551.Superseded values are not recommended for survey control.
 MK1551
 MK1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1551.See file dsdata.pdf to determine how the superseded data were derived.
 MK1551
 MK1551_MARKER: DB = BENCH MARK DISK
 MK1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1551_STAMPING: K 333 1950
 MK1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1551+STABILITY: SURFACE MOTION
 MK1551
 MK1551  HISTORY     - Date     Condition        Report By
 MK1551  HISTORY     - 1950     MONUMENTED       CGS
 MK1551
 MK1551                          STATION DESCRIPTION
 MK1551
 MK1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1551'1 MI SW FROM HOARDVILLE.
 MK1551'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1551'RAILROAD STATION AT HOARDVILLE, THENCE 0.85 MILE WEST ALONG
 MK1551'STATE HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET EAST OF THE
 MK1551'CENTER LINE OF A TRACK FARM ROAD LEADING NORTH, 28 FEET NORTH
 MK1551'OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF A TELEPHONE
 MK1551'POLE, 1.6 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 MK1551'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 MK1551'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1552 ***********************************************************************
 MK1552  DESIGNATION -  K 333 RESET
 MK1552  PID         -  MK1552
 MK1552  STATE/COUNTY-  NE/HAMILTON
 MK1552  COUNTRY     -  US
 MK1552  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1552
 MK1552                         *CURRENT SURVEY CONTROL
 MK1552  ______________________________________________________________________
 MK1552* NAD 83(1986) POSITION- 41 04 31.     (N) 097 54 19.     (W)   SCALED
 MK1552* NAVD 88 ORTHO HEIGHT -   541.54  (meters)     1776.7   (feet) RESET
 MK1552  ______________________________________________________________________
 MK1552  GEOID HEIGHT    -        -25.500 (meters)                     GEOID18
 MK1552  VERT ORDER      -  THIRD
 MK1552
 MK1552.The horizontal coordinates were scaled from a map and have
 MK1552.an estimated accuracy of +/- 6 seconds.
 MK1552
 MK1552.The orthometric height was computed from unverified reset data.
 MK1552
 MK1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1552.GEOID18 height accuracy estimate available here.
 MK1552
 MK1552.Click photographs - Photos may exist for this station.
 MK1552
 MK1552;                    North         East    Units  Estimated Accuracy
 MK1552;SPC NE       -   140,020.      675,970.      MT  (+/- 180 meters Scaled)
 MK1552
 MK1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL919476(NAD 83)
 MK1552
 MK1552                          SUPERSEDED SURVEY CONTROL
 MK1552
 MK1552  NGVD 29 (??/??/??)  541.32   (m)         1776.0    (f) RESET       3  
 MK1552
 MK1552.Superseded values are not recommended for survey control.
 MK1552
 MK1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1552.See file dsdata.pdf to determine how the superseded data were derived.
 MK1552
 MK1552_MARKER: DB = BENCH MARK DISK
 MK1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1552_STAMPING: K 333 RESET 1957
 MK1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1552+STABILITY: SURFACE MOTION
 MK1552
 MK1552  HISTORY     - Date     Condition        Report By
 MK1552  HISTORY     - 1957     MONUMENTED       NEDR
 MK1552
 MK1552                          STATION DESCRIPTION
 MK1552
 MK1552'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1552'1 MI SW FROM HOARDVILLE.
 MK1552'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1552'RAILROAD STATION AT HOARDVILLE, THENCE 0.85 MILE WEST ALONG
 MK1552'STATE HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET EAST OF THE
 MK1552'CENTERLINE OF A TRACK FARM ROAD LEADING NORTH, 28 FEET NORTH OF
 MK1552'THE CENTERLINE OF THE HIGHWAY, 14 FEET EAST OF A TELEPHONE POLE,
 MK1552'1.6 FEET NORTH OF A FENCE, AND 1.8 FEET WEST OF A WITNESS POST.
 MK1552'30.3 FEET NORTH OF THE ORIGINAL MARK AS DESCRIBED ABOVE.  A
 MK1552'STANDARD DISK, STAMPED K 333 RESET 1957 AND SET IN A CONCRETE
 MK1552'MONUMENT, 1.0 FOOT SQUARE AND PROJECTING 0.25 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1522 ***********************************************************************
 LH1522  DESIGNATION -  K 334 RESET
 LH1522  PID         -  LH1522
 LH1522  STATE/COUNTY-  NE/MERRICK
 LH1522  COUNTRY     -  US
 LH1522  USGS QUAD   -  PHILLIPS (2017)
 LH1522
 LH1522                         *CURRENT SURVEY CONTROL
 LH1522  ______________________________________________________________________
 LH1522* NAD 83(1986) POSITION- 40 59 09.     (N) 098 08 42.     (W)   SCALED
 LH1522* NAVD 88 ORTHO HEIGHT -   542.07  (meters)     1778.4   (feet) RESET
 LH1522  ______________________________________________________________________
 LH1522  GEOID HEIGHT    -        -25.303 (meters)                     GEOID18
 LH1522  VERT ORDER      -  THIRD
 LH1522
 LH1522.The horizontal coordinates were scaled from a map and have
 LH1522.an estimated accuracy of +/- 6 seconds.
 LH1522
 LH1522.The orthometric height was computed from unverified reset data.
 LH1522
 LH1522.No vertical observational check was made to the station.
 LH1522
 LH1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1522.GEOID18 height accuracy estimate available here.
 LH1522
 LH1522.Click photographs - Photos may exist for this station.
 LH1522
 LH1522;                    North         East    Units  Estimated Accuracy
 LH1522;SPC NE       -   129,630.      656,050.      MT  (+/- 180 meters Scaled)
 LH1522
 LH1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL719375(NAD 83)
 LH1522
 LH1522                          SUPERSEDED SURVEY CONTROL
 LH1522
 LH1522  NGVD 29 (01/31/13)  541.83   (m)         1777.7    (f) RESET       3  
 LH1522
 LH1522.Superseded values are not recommended for survey control.
 LH1522
 LH1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1522.See file dsdata.pdf to determine how the superseded data were derived.
 LH1522
 LH1522_MARKER: DV = VERTICAL CONTROL DISK
 LH1522_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LH1522_SP_SET: BRIDGE WINGWALL
 LH1522_STAMPING: K 334 RESET 1984
 LH1522_MARK LOGO: NGS
 LH1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1522
 LH1522  HISTORY     - Date     Condition        Report By
 LH1522  HISTORY     - 1984     MONUMENTED       NEDR
 LH1522
 LH1522                          STATION DESCRIPTION
 LH1522
 LH1522'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1984
 LH1522'0.24 KM (0.15 MI) EAST AND SOUTHEAST ALONG MAIN STREET, FROM THE POST
 LH1522'OFFICE IN CHAPMAN, THENCE 0.64 KM (0.40 MI) LEFT AND NORTHEAST ALONG
 LH1522'US HIGHWAY 30 TO A CROSSROAD, THENCE 4.83 KM (3.00 MI) SHARP RIGHT
 LH1522'AND SOUTH AND EAST ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT, ON
 LH1522'THE SOUTH WINGWALL OF THE WEST ABUTMENT OF A BRIDGE OVER THE PLATTE
 LH1522'RIVER, 4.3 M (14.1 FT) SOUTH FROM THE CENTERLINE OF THE BRIDGE, 0.3 M
 LH1522'(1.0 FT) WEST FROM THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF
 LH1522'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1320 ***********************************************************************
 MK1320  DESIGNATION -  K 335
 MK1320  PID         -  MK1320
 MK1320  STATE/COUNTY-  NE/POLK
 MK1320  COUNTRY     -  US
 MK1320  USGS QUAD   -  COLUMBUS SW (2017)
 MK1320
 MK1320                         *CURRENT SURVEY CONTROL
 MK1320  ______________________________________________________________________
 MK1320* NAD 83(1986) POSITION- 41 18 29.     (N) 097 24 25.     (W)   SCALED
 MK1320* NAVD 88 ORTHO HEIGHT -   455.869 (meters)     1495.63  (feet) ADJUSTED
 MK1320  ______________________________________________________________________
 MK1320  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 MK1320  DYNAMIC HEIGHT  -        455.665 (meters)     1494.96  (feet) COMP
 MK1320  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 MK1320
 MK1320  VERT ORDER      -  SECOND    CLASS 0
 MK1320
 MK1320.The horizontal coordinates were scaled from a map and have
 MK1320.an estimated accuracy of +/- 6 seconds.
 MK1320
 MK1320.The orthometric height was determined by differential leveling and
 MK1320.adjusted by the NATIONAL GEODETIC SURVEY
 MK1320.in June 1991.
 MK1320
 MK1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1320.GEOID18 height accuracy estimate available here.
 MK1320
 MK1320.Click photographs - Photos may exist for this station.
 MK1320
 MK1320.The dynamic height is computed by dividing the NAVD 88
 MK1320.geopotential number by the normal gravity value computed on the
 MK1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1320.degrees latitude (g = 980.6199 gals.).
 MK1320
 MK1320.The modeled gravity was interpolated from observed gravity values.
 MK1320
 MK1320;                    North         East    Units  Estimated Accuracy
 MK1320;SPC NE       -   166,990.      717,040.      MT  (+/- 180 meters Scaled)
 MK1320
 MK1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL333741(NAD 83)
 MK1320
 MK1320                          SUPERSEDED SURVEY CONTROL
 MK1320
 MK1320  NGVD 29 (??/??/92)  455.687  (m)         1495.03   (f) ADJ UNCH    2 0
 MK1320
 MK1320.Superseded values are not recommended for survey control.
 MK1320
 MK1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1320.See file dsdata.pdf to determine how the superseded data were derived.
 MK1320
 MK1320_MARKER: DB = BENCH MARK DISK
 MK1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1320_STAMPING: K 335 1950
 MK1320_MARK LOGO: CGS
 MK1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1320+STABILITY: SURFACE MOTION
 MK1320
 MK1320  HISTORY     - Date     Condition        Report By
 MK1320  HISTORY     - 1950     MONUMENTED       CGS
 MK1320
 MK1320                          STATION DESCRIPTION
 MK1320
 MK1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1320'11.1 MI SW FROM BELLWOOD.
 MK1320'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1320'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1320'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST
 MK1320'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY
 MK1320'81, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, AT A SCHOOL, 108
 MK1320'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 119 FEET
 MK1320'NORTH OF A SCHOOLHOUSE, 6 FEET SOUTH OF A LIGHT POLE, 6 FEET
 MK1320'NORTHEAST OF A FLAGPOLE, SET IN THE TOP OF A CONCRETE POST
 MK1320'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1320'EAST OF BENCH MARK A 335.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1825 ***********************************************************************
 MK1825  DESIGNATION -  K 335 RESET
 MK1825  PID         -  MK1825
 MK1825  STATE/COUNTY-  NE/POLK
 MK1825  COUNTRY     -  US
 MK1825  USGS QUAD   -  COLUMBUS SW (2017)
 MK1825
 MK1825                         *CURRENT SURVEY CONTROL
 MK1825  ______________________________________________________________________
 MK1825* NAD 83(1986) POSITION- 41 18 29.     (N) 097 24 25.     (W)   SCALED
 MK1825* NAVD 88 ORTHO HEIGHT -   455.71  (meters)     1495.1   (feet) RESET
 MK1825  ______________________________________________________________________
 MK1825  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 MK1825  VERT ORDER      -  THIRD
 MK1825
 MK1825.The horizontal coordinates were scaled from a map and have
 MK1825.an estimated accuracy of +/- 6 seconds.
 MK1825
 MK1825.The orthometric height was computed from unverified reset data.
 MK1825
 MK1825.No vertical observational check was made to the station.
 MK1825
 MK1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1825.GEOID18 height accuracy estimate available here.
 MK1825
 MK1825.Click photographs - Photos may exist for this station.
 MK1825
 MK1825;                    North         East    Units  Estimated Accuracy
 MK1825;SPC NE       -   166,990.      717,040.      MT  (+/- 180 meters Scaled)
 MK1825
 MK1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL333741(NAD 83)
 MK1825
 MK1825                          SUPERSEDED SURVEY CONTROL
 MK1825
 MK1825  NGVD 29 (01/31/13)  455.52   (m)         1494.5    (f) RESET       3  
 MK1825
 MK1825.Superseded values are not recommended for survey control.
 MK1825
 MK1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1825.See file dsdata.pdf to determine how the superseded data were derived.
 MK1825
 MK1825_MARKER: DV = VERTICAL CONTROL DISK
 MK1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1825_STAMPING: K 335 1950 RESET 1978
 MK1825_MARK LOGO: NGS
 MK1825_PROJECTION: FLUSH
 MK1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1825+STABILITY: SURFACE MOTION
 MK1825
 MK1825  HISTORY     - Date     Condition        Report By
 MK1825  HISTORY     - 1978     MONUMENTED       NEDR
 MK1825
 MK1825                          STATION DESCRIPTION
 MK1825
 MK1825'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1978
 MK1825'11.1 MI SW FROM BELLWOOD.
 MK1825'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE IN
 MK1825'BELLWOOD THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE 1.0
 MK1825'MILL SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST ALONG A
 MK1825'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 81,THENCE 2.0
 MK1825'MILLS WEST ALONG A DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0125 ***********************************************************************
 LH0125  DESIGNATION -  K 336
 LH0125  PID         -  LH0125
 LH0125  STATE/COUNTY-  NE/HAMILTON
 LH0125  COUNTRY     -  US
 LH0125  USGS QUAD   -  GILTNER (2017)
 LH0125
 LH0125                         *CURRENT SURVEY CONTROL
 LH0125  ______________________________________________________________________
 LH0125* NAD 83(1986) POSITION- 40 47 59.     (N) 098 10 05.     (W)   SCALED
 LH0125* NAVD 88 ORTHO HEIGHT -   565.205 (meters)     1854.34  (feet) ADJUSTED
 LH0125  ______________________________________________________________________
 LH0125  GEOID HEIGHT    -        -25.401 (meters)                     GEOID18
 LH0125  DYNAMIC HEIGHT  -        564.905 (meters)     1853.36  (feet) COMP
 LH0125  MODELED GRAVITY -    980,074.7   (mgal)                       NAVD 88
 LH0125
 LH0125  VERT ORDER      -  SECOND    CLASS 0
 LH0125
 LH0125.The horizontal coordinates were scaled from a map and have
 LH0125.an estimated accuracy of +/- 6 seconds.
 LH0125
 LH0125.The orthometric height was determined by differential leveling and
 LH0125.adjusted by the NATIONAL GEODETIC SURVEY
 LH0125.in June 1991.
 LH0125
 LH0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0125.GEOID18 height accuracy estimate available here.
 LH0125
 LH0125.Click photographs - Photos may exist for this station.
 LH0125
 LH0125.The dynamic height is computed by dividing the NAVD 88
 LH0125.geopotential number by the normal gravity value computed on the
 LH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0125.degrees latitude (g = 980.6199 gals.).
 LH0125
 LH0125.The modeled gravity was interpolated from observed gravity values.
 LH0125
 LH0125;                    North         East    Units  Estimated Accuracy
 LH0125;SPC NE       -   108,930.      654,540.      MT  (+/- 180 meters Scaled)
 LH0125
 LH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701168(NAD 83)
 LH0125
 LH0125                          SUPERSEDED SURVEY CONTROL
 LH0125
 LH0125  NGVD 29 (??/??/92)  564.970  (m)         1853.57   (f) ADJ UNCH    2 0
 LH0125
 LH0125.Superseded values are not recommended for survey control.
 LH0125
 LH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0125.See file dsdata.pdf to determine how the superseded data were derived.
 LH0125
 LH0125_MARKER: DB = BENCH MARK DISK
 LH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0125_STAMPING: K 336 1950
 LH0125_MARK LOGO: CGS
 LH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0125+STABILITY: SURFACE MOTION
 LH0125
 LH0125  HISTORY     - Date     Condition        Report By
 LH0125  HISTORY     - 1950     MONUMENTED       CGS
 LH0125
 LH0125                          STATION DESCRIPTION
 LH0125
 LH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0125'8.5 MI SE FROM PHILLIPS.
 LH0125'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0125'FROM THE STATION AT PHILLIPS, THENCE 6.1 MILES SOUTH ALONG A
 LH0125'DIRT ROAD, AT A ROAD INTERSECTION, 38 FEET NORTH OF THE CENTER
 LH0125'LINE OF AN EAST AND WEST GRAVELED ROAD, 34 FEET EAST OF THE
 LH0125'CENTER LINE OF A NORTH AND SOUTH ROAD, 15 FEET EAST OF A FENCE
 LH0125'CORNER, 7 FEET NORTHWEST OF A POWER POLE, 1.5 FEET SOUTH OF A
 LH0125'FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0125'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1290 ***********************************************************************
 MK1290  DESIGNATION -  K 337
 MK1290  PID         -  MK1290
 MK1290  STATE/COUNTY-  NE/PLATTE
 MK1290  COUNTRY     -  US
 MK1290  USGS QUAD   -  COLUMBUS (2017)
 MK1290
 MK1290                         *CURRENT SURVEY CONTROL
 MK1290  ______________________________________________________________________
 MK1290* NAD 83(1986) POSITION- 41 24 10.     (N) 097 16 56.     (W)   SCALED
 MK1290* NAVD 88 ORTHO HEIGHT -   433.682 (meters)     1422.84  (feet) ADJUSTED
 MK1290  ______________________________________________________________________
 MK1290  GEOID HEIGHT    -        -25.502 (meters)                     GEOID18
 MK1290  DYNAMIC HEIGHT  -        433.492 (meters)     1422.22  (feet) COMP
 MK1290  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 MK1290
 MK1290  VERT ORDER      -  SECOND    CLASS 0
 MK1290
 MK1290.The horizontal coordinates were scaled from a map and have
 MK1290.an estimated accuracy of +/- 6 seconds.
 MK1290
 MK1290.The orthometric height was determined by differential leveling and
 MK1290.adjusted by the NATIONAL GEODETIC SURVEY
 MK1290.in June 1991.
 MK1290
 MK1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1290.GEOID18 height accuracy estimate available here.
 MK1290
 MK1290.Click photographs - Photos may exist for this station.
 MK1290
 MK1290.The dynamic height is computed by dividing the NAVD 88
 MK1290.geopotential number by the normal gravity value computed on the
 MK1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1290.degrees latitude (g = 980.6199 gals.).
 MK1290
 MK1290.The modeled gravity was interpolated from observed gravity values.
 MK1290
 MK1290;                    North         East    Units  Estimated Accuracy
 MK1290;SPC NE       -   177,820.      727,150.      MT  (+/- 180 meters Scaled)
 MK1290
 MK1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL435848(NAD 83)
 MK1290
 MK1290                          SUPERSEDED SURVEY CONTROL
 MK1290
 MK1290  NGVD 29 (??/??/92)  433.505  (m)         1422.26   (f) ADJ UNCH    2 0
 MK1290
 MK1290.Superseded values are not recommended for survey control.
 MK1290
 MK1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1290.See file dsdata.pdf to determine how the superseded data were derived.
 MK1290
 MK1290_MARKER: DB = BENCH MARK DISK
 MK1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1290_SP_SET: BRIDGE
 MK1290_STAMPING: K 337 1950
 MK1290_MARK LOGO: CGS
 MK1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1290
 MK1290  HISTORY     - Date     Condition        Report By
 MK1290  HISTORY     - 1950     MONUMENTED       CGS
 MK1290  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1290
 MK1290                          STATION DESCRIPTION
 MK1290
 MK1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1290'4.4 MI SE FROM COLUMBUS.
 MK1290'4.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1290'RAILROAD FROM THE STATION AT COLUMBUS, 0.5 MILE EAST OF MILEPOST
 MK1290'67, AT A ROAD CROSSING, 84.7 FEET NORTH OF THE NORTH RAIL, 54
 MK1290'FEET NORTH OF A TELEPHONE POLE, 8.4 FEET SOUTH OF THE CENTER LINE
 MK1290'OF A GRAVELED ROAD, 1 FOOT HIGHER THAN THE ROAD, SET IN THE
 MK1290'TOP OF SOUTHWEST WINGWALL OF A 150 FOOT STEEL AND CONCRETE BRIDGE
 MK1290'OVER THE LOUP CANAL, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE
 MK1290'BRIDGE RAILING.  THIS MARK IS 1.3 MILES NORTHWEST OF BENCH
 MK1290'MARK Q 134.
 MK1290
 MK1290                          STATION RECOVERY (1984)
 MK1290
 MK1290'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0468 ***********************************************************************
 NP0468  DESIGNATION -  K 340
 NP0468  PID         -  NP0468
 NP0468  STATE/COUNTY-  NE/SIOUX
 NP0468  COUNTRY     -  US
 NP0468  USGS QUAD   -  HARRISON WEST (2017)
 NP0468
 NP0468                         *CURRENT SURVEY CONTROL
 NP0468  ______________________________________________________________________
 NP0468* NAD 83(1986) POSITION- 42 40 51.     (N) 103 58 20.     (W)   SCALED
 NP0468* NAVD 88 ORTHO HEIGHT -  1483.713 (meters)     4867.82  (feet) ADJUSTED
 NP0468  ______________________________________________________________________
 NP0468  GEOID HEIGHT    -        -15.931 (meters)                     GEOID18
 NP0468  DYNAMIC HEIGHT  -       1482.830 (meters)     4864.92  (feet) COMP
 NP0468  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 NP0468
 NP0468  VERT ORDER      -  FIRST     CLASS II
 NP0468
 NP0468.The horizontal coordinates were scaled from a map and have
 NP0468.an estimated accuracy of +/- 6 seconds.
 NP0468
 NP0468.The orthometric height was determined by differential leveling and
 NP0468.adjusted by the NATIONAL GEODETIC SURVEY
 NP0468.in June 1991.
 NP0468
 NP0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0468.GEOID18 height accuracy estimate available here.
 NP0468
 NP0468.Click photographs - Photos may exist for this station.
 NP0468
 NP0468.The dynamic height is computed by dividing the NAVD 88
 NP0468.geopotential number by the normal gravity value computed on the
 NP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0468.degrees latitude (g = 980.6199 gals.).
 NP0468
 NP0468.The modeled gravity was interpolated from observed gravity values.
 NP0468
 NP0468;                    North         East    Units  Estimated Accuracy
 NP0468;SPC NE       -   323,640.      174,590.      MT  (+/- 180 meters Scaled)
 NP0468
 NP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH842258(NAD 83)
 NP0468
 NP0468                          SUPERSEDED SURVEY CONTROL
 NP0468
 NP0468  NGVD 29 (??/??/92) 1483.011  (m)         4865.51   (f) ADJ UNCH    1 2
 NP0468
 NP0468.Superseded values are not recommended for survey control.
 NP0468
 NP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0468.See file dsdata.pdf to determine how the superseded data were derived.
 NP0468
 NP0468_MARKER: DB = BENCH MARK DISK
 NP0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0468_STAMPING: K 340 1954
 NP0468_MARK LOGO: CGS
 NP0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0468+STABILITY: SURFACE MOTION
 NP0468
 NP0468  HISTORY     - Date     Condition        Report By
 NP0468  HISTORY     - 1954     MONUMENTED       CGS
 NP0468
 NP0468                          STATION DESCRIPTION
 NP0468
 NP0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0468'4.7 MI W FROM HARRISON.
 NP0468'4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0468'FROM THE STATION AT HARRISON, 3 1/2 POLES WEST OF MILEPOST 465,
 NP0468'84 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 47 FEET
 NP0468'NORTH OF THE NORTH RAIL, 3 FEET EAST OF A WITNESS POST, AT THE
 NP0468'EAST END OF A CUT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0468'0.5 FOOT ABOVE THE GROUND.  IN SECTION 11, TOWNSHIP 31 NORTH,
 NP0468'RANGE 57 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0436 ***********************************************************************
 NP0436  DESIGNATION -  K 341
 NP0436  PID         -  NP0436
 NP0436  STATE/COUNTY-  NE/SIOUX
 NP0436  COUNTRY     -  US
 NP0436  USGS QUAD   -  GLEN (2017)
 NP0436
 NP0436                         *CURRENT SURVEY CONTROL
 NP0436  ______________________________________________________________________
 NP0436* NAD 83(1986) POSITION- 42 37 15.     (N) 103 32 43.     (W)   SCALED
 NP0436* NAVD 88 ORTHO HEIGHT -  1203.103 (meters)     3947.18  (feet) ADJUSTED
 NP0436  ______________________________________________________________________
 NP0436  GEOID HEIGHT    -        -17.248 (meters)                     GEOID18
 NP0436  DYNAMIC HEIGHT  -       1202.419 (meters)     3944.94  (feet) COMP
 NP0436  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 NP0436
 NP0436  VERT ORDER      -  FIRST     CLASS II
 NP0436
 NP0436.The horizontal coordinates were scaled from a map and have
 NP0436.an estimated accuracy of +/- 6 seconds.
 NP0436
 NP0436.The orthometric height was determined by differential leveling and
 NP0436.adjusted by the NATIONAL GEODETIC SURVEY
 NP0436.in June 1991.
 NP0436
 NP0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0436.GEOID18 height accuracy estimate available here.
 NP0436
 NP0436.Click photographs - Photos may exist for this station.
 NP0436
 NP0436.The dynamic height is computed by dividing the NAVD 88
 NP0436.geopotential number by the normal gravity value computed on the
 NP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0436.degrees latitude (g = 980.6199 gals.).
 NP0436
 NP0436.The modeled gravity was interpolated from observed gravity values.
 NP0436
 NP0436;                    North         East    Units  Estimated Accuracy
 NP0436;SPC NE       -   315,470.      209,270.      MT  (+/- 180 meters Scaled)
 NP0436
 NP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH192197(NAD 83)
 NP0436
 NP0436                          SUPERSEDED SURVEY CONTROL
 NP0436
 NP0436  NGVD 29 (??/??/92) 1202.470  (m)         3945.10   (f) ADJ UNCH    1 2
 NP0436
 NP0436.Superseded values are not recommended for survey control.
 NP0436
 NP0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0436.See file dsdata.pdf to determine how the superseded data were derived.
 NP0436
 NP0436_MARKER: DB = BENCH MARK DISK
 NP0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0436_STAMPING: K 341 1954
 NP0436_MARK LOGO: CGS
 NP0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0436+STABILITY: SURFACE MOTION
 NP0436
 NP0436  HISTORY     - Date     Condition        Report By
 NP0436  HISTORY     - 1954     MONUMENTED       CGS
 NP0436
 NP0436                          STATION DESCRIPTION
 NP0436
 NP0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0436'8.5 MI SW FROM CRAWFORD.
 NP0436'8.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0436'FROM THE STATION AT CRAWFORD, 4 POLES WEST OF A PRIVATE ROAD
 NP0436'CROSSING, 47 FEET SOUTH OF THE SOUTH RAIL, 25 FEET SOUTHWEST OF
 NP0436'MILEPOST 441, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 NP0436'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0436'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0142 ***********************************************************************
 NP0142  DESIGNATION -  K 342
 NP0142  PID         -  NP0142
 NP0142  STATE/COUNTY-  NE/BOX BUTTE
 NP0142  COUNTRY     -  US
 NP0142  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0142
 NP0142                         *CURRENT SURVEY CONTROL
 NP0142  ______________________________________________________________________
 NP0142* NAD 83(1986) POSITION- 42 08 41.     (N) 102 55 18.     (W)   SCALED
 NP0142* NAVD 88 ORTHO HEIGHT -  1227.256 (meters)     4026.42  (feet) ADJUSTED
 NP0142  ______________________________________________________________________
 NP0142  GEOID HEIGHT    -        -18.584 (meters)                     GEOID18
 NP0142  DYNAMIC HEIGHT  -       1226.540 (meters)     4024.07  (feet) COMP
 NP0142  MODELED GRAVITY -    979,996.3   (mgal)                       NAVD 88
 NP0142
 NP0142  VERT ORDER      -  FIRST     CLASS II
 NP0142
 NP0142.The horizontal coordinates were scaled from a map and have
 NP0142.an estimated accuracy of +/- 6 seconds.
 NP0142
 NP0142.The orthometric height was determined by differential leveling and
 NP0142.adjusted by the NATIONAL GEODETIC SURVEY
 NP0142.in June 1991.
 NP0142
 NP0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0142.GEOID18 height accuracy estimate available here.
 NP0142
 NP0142.Click photographs - Photos may exist for this station.
 NP0142
 NP0142.The dynamic height is computed by dividing the NAVD 88
 NP0142.geopotential number by the normal gravity value computed on the
 NP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0142.degrees latitude (g = 980.6199 gals.).
 NP0142
 NP0142.The modeled gravity was interpolated from observed gravity values.
 NP0142
 NP0142;                    North         East    Units  Estimated Accuracy
 NP0142;SPC NE       -   260,710.      258,600.      MT  (+/- 180 meters Scaled)
 NP0142
 NP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG717679(NAD 83)
 NP0142
 NP0142                          SUPERSEDED SURVEY CONTROL
 NP0142
 NP0142  NGVD 29 (??/??/92) 1226.676  (m)         4024.52   (f) ADJ UNCH    1 2
 NP0142
 NP0142.Superseded values are not recommended for survey control.
 NP0142
 NP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0142.See file dsdata.pdf to determine how the superseded data were derived.
 NP0142
 NP0142_MARKER: DB = BENCH MARK DISK
 NP0142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0142_STAMPING: K 342 1956
 NP0142_MARK LOGO: CGS
 NP0142_PROJECTION: PROJECTING 4 CENTIMETERS
 NP0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0142_ROD/PIPE-DEPTH: 5.2 meters
 NP0142
 NP0142  HISTORY     - Date     Condition        Report By
 NP0142  HISTORY     - 1956     MONUMENTED       CGS
 NP0142  HISTORY     - 1985     GOOD             NGS
 NP0142
 NP0142                          STATION DESCRIPTION
 NP0142
 NP0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0142'4.6 MI NW FROM ALLIANCE.
 NP0142'4.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0142'RAILROAD FROM THE STATION AT ALLIANCE, 4 POLES NORTHWEST OF
 NP0142'MILEPOST 370, 46 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0142'HIGHWAY 2, 52 FEET SOUTHWEST OF A SWITCH STAND, 40 FEET SOUTHWEST
 NP0142'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 2.5 FEET NORTHWEST OF A
 NP0142'WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED
 NP0142'STEEL ROD WHICH IS DRIVEN 17 FEET IN THE GROUND, INCASED IN A
 NP0142'6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN
 NP0142'THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 25 NORTH, RANGE 48
 NP0142'WEST.
 NP0142
 NP0142                          STATION RECOVERY (1985)
 NP0142
 NP0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0142'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.4 KM (4.6
 NP0142'MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 NP0142'AT ALLIANCE, 0.32 KM (0.2 MI) SOUTHEAST OF A ROAD CROSSING, 12.19
 NP0142'METERS (40 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 20.58 METERS
 NP0142'(67.5 FT) NORTHWEST OF THE CENTER STATE HIGHWAY 2.
 NP0142'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0142'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0286 ***********************************************************************
 NP0286  DESIGNATION -  K 343
 NP0286  PID         -  NP0286
 NP0286  STATE/COUNTY-  NE/DAWES
 NP0286  COUNTRY     -  US
 NP0286  USGS QUAD   -  BELMONT (2017)
 NP0286
 NP0286                         *CURRENT SURVEY CONTROL
 NP0286  ______________________________________________________________________
 NP0286* NAD 83(1986) POSITION- 42 31 16.     (N) 103 19 42.     (W)   SCALED
 NP0286* NAVD 88 ORTHO HEIGHT -  1331.905 (meters)     4369.76  (feet) POSTED
 NP0286  ______________________________________________________________________
 NP0286  GEOID HEIGHT    -        -17.883 (meters)                     GEOID18
 NP0286  DYNAMIC HEIGHT  -       1331.11  (meters)     4367.2   (feet) COMP
 NP0286  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 NP0286
 NP0286  VERT ORDER      -  * POSTED, SEE BELOW
 NP0286
 NP0286.The horizontal coordinates were scaled from a map and have
 NP0286.an estimated accuracy of +/- 6 seconds.
 NP0286
 NP0286.The orthometric height was determined by differential leveling
 NP0286.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0286
 NP0286.* This is a POSTED BENCH MARK height.
 NP0286
 NP0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0286.GEOID18 height accuracy estimate available here.
 NP0286
 NP0286.Click photographs - Photos may exist for this station.
 NP0286
 NP0286.The dynamic height is computed by dividing the NAVD 88
 NP0286.geopotential number by the normal gravity value computed on the
 NP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0286.degrees latitude (g = 980.6199 gals.).
 NP0286
 NP0286.The modeled gravity was interpolated from observed gravity values.
 NP0286
 NP0286;                    North         East    Units  Estimated Accuracy
 NP0286;SPC NE       -   303,690.      226,620.      MT  (+/- 180 meters Scaled)
 NP0286
 NP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH373089(NAD 83)
 NP0286
 NP0286                          SUPERSEDED SURVEY CONTROL
 NP0286
 NP0286  NGVD 29 (??/??/92) 1331.230  (m)         4367.54   (f) ADJ UNCH    1 2
 NP0286
 NP0286.Superseded values are not recommended for survey control.
 NP0286
 NP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0286.See file dsdata.pdf to determine how the superseded data were derived.
 NP0286
 NP0286_MARKER: DB = BENCH MARK DISK
 NP0286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0286_SP_SET: CULVERT HEADWALL
 NP0286_STAMPING: K 343 1956
 NP0286_MARK LOGO: CGS
 NP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0286+STABILITY: SURFACE MOTION
 NP0286
 NP0286  HISTORY     - Date     Condition        Report By
 NP0286  HISTORY     - 1956     MONUMENTED       CGS
 NP0286  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0286
 NP0286                          STATION DESCRIPTION
 NP0286
 NP0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0286'6.5 MI NW FROM MARSLAND.
 NP0286'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0286'RAILROAD FROM THE STATION SIGN AT MARSLAND, 4 POLES WEST OF
 NP0286'MILEPOST 407, 6.2 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET BELOW
 NP0286'THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 NP0286'SOUTH HEADWALL OF A CONCRETE CULVERT, IN THE SOUTHWEST 1/4 OF
 NP0286'SECTION 32, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0286
 NP0286                          STATION RECOVERY (1985)
 NP0286
 NP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0286'NOT RECOVERED.  AREA DESCRIBED IS BURIED UNDER RAILROAD GRAVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0142 ***********************************************************************
 MN0142  DESIGNATION -  K 344
 MN0142  PID         -  MN0142
 MN0142  STATE/COUNTY-  NE/MORRILL
 MN0142  COUNTRY     -  US
 MN0142  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0142
 MN0142                         *CURRENT SURVEY CONTROL
 MN0142  ______________________________________________________________________
 MN0142* NAD 83(1986) POSITION- 41 42 13.     (N) 103 08 17.     (W)   SCALED
 MN0142* NAVD 88 ORTHO HEIGHT -  1124.383 (meters)     3688.91  (feet) ADJUSTED
 MN0142  ______________________________________________________________________
 MN0142  GEOID HEIGHT    -        -19.454 (meters)                     GEOID18
 MN0142  DYNAMIC HEIGHT  -       1123.679 (meters)     3686.60  (feet) COMP
 MN0142  MODELED GRAVITY -    979,958.4   (mgal)                       NAVD 88
 MN0142
 MN0142  VERT ORDER      -  FIRST     CLASS II
 MN0142
 MN0142.The horizontal coordinates were scaled from a map and have
 MN0142.an estimated accuracy of +/- 6 seconds.
 MN0142
 MN0142.The orthometric height was determined by differential leveling and
 MN0142.adjusted by the NATIONAL GEODETIC SURVEY
 MN0142.in June 1991.
 MN0142
 MN0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0142.GEOID18 height accuracy estimate available here.
 MN0142
 MN0142.Click photographs - Photos may exist for this station.
 MN0142
 MN0142.The dynamic height is computed by dividing the NAVD 88
 MN0142.geopotential number by the normal gravity value computed on the
 MN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0142.degrees latitude (g = 980.6199 gals.).
 MN0142
 MN0142.The modeled gravity was interpolated from observed gravity values.
 MN0142
 MN0142;                    North         East    Units  Estimated Accuracy
 MN0142;SPC NE       -   212,390.      238,950.      MT  (+/- 180 meters Scaled)
 MN0142
 MN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG549185(NAD 83)
 MN0142
 MN0142                          SUPERSEDED SURVEY CONTROL
 MN0142
 MN0142  NGVD 29 (??/??/92) 1123.820  (m)         3687.07   (f) ADJ UNCH    1 2
 MN0142
 MN0142.Superseded values are not recommended for survey control.
 MN0142
 MN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0142.See file dsdata.pdf to determine how the superseded data were derived.
 MN0142
 MN0142_MARKER: DB = BENCH MARK DISK
 MN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0142_STAMPING: K 344 1956
 MN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0142+STABILITY: SURFACE MOTION
 MN0142
 MN0142  HISTORY     - Date     Condition        Report By
 MN0142  HISTORY     - 1956     MONUMENTED       CGS
 MN0142
 MN0142                          STATION DESCRIPTION
 MN0142
 MN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0142'3.8 MI NW FROM BRIDGEPORT.
 MN0142'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0142'FROM THE STATION AT BRIDGEPORT, THENCE 1.4 MILES NORTHWEST ALONG
 MN0142'A CRUSHED ROCK ROAD, AT THE ENTRANCE TO THE BEYERS AIRPORT,
 MN0142'54 FEET SOUTHWEST OF THE CENTER LINE OF THE CRUSHED ROCK ROAD,
 MN0142'36 FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO THE
 MN0142'AIRPORT, 23.6 FEET SOUTH OF A FENCE CORNER, 1.7 FEET WEST OF A
 MN0142'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MN0142'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 MN0142'1/4 OF SECTION 18, TOWNSHIP 20 NORTH, RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0377 ***********************************************************************
 NP0377  CBN         -  This is a Cooperative Base Network Control Station.
 NP0377  DESIGNATION -  K 345
 NP0377  PID         -  NP0377
 NP0377  STATE/COUNTY-  NE/BOX BUTTE
 NP0377  COUNTRY     -  US
 NP0377  USGS QUAD   -  MARSLAND SW (2017)
 NP0377
 NP0377                         *CURRENT SURVEY CONTROL
 NP0377  ______________________________________________________________________
 NP0377* NAD 83(2011) POSITION- 42 17 39.16556(N) 103 25 34.35192(W)   ADJUSTED
 NP0377* NAD 83(2011) ELLIP HT-  1376.854 (meters)        (06/27/12)   ADJUSTED
 NP0377* NAD 83(2011) EPOCH   -  2010.00
 NP0377* NAVD 88 ORTHO HEIGHT -  1394.933 (meters)     4576.54  (feet) POSTED
 NP0377  ______________________________________________________________________
 NP0377  GEOID HEIGHT    -        -18.089 (meters)                     GEOID18
 NP0377  NAD 83(2011) X  - -1,097,363.870 (meters)                     COMP
 NP0377  NAD 83(2011) Y  - -4,596,922.893 (meters)                     COMP
 NP0377  NAD 83(2011) Z  -  4,270,760.100 (meters)                     COMP
 NP0377  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 NP0377  DYNAMIC HEIGHT  -       1394.07  (meters)     4573.7   (feet) COMP
 NP0377  MODELED GRAVITY -    979,954.3   (mgal)                       NAVD 88
 NP0377
 NP0377  VERT ORDER      -  * POSTED, SEE BELOW
 NP0377
 NP0377  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0377  Standards:
 NP0377         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0377            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0377  -------------------------------------------------------------------
 NP0377  NETWORK    0.44   1.14           0.21   0.13   0.58     -0.04082624
 NP0377  -------------------------------------------------------------------
 NP0377  Click here for local accuracies and other accuracy information.
 NP0377
 NP0377.The horizontal coordinates were established by GPS observations
 NP0377.and adjusted by the National Geodetic Survey in June 2012.
 NP0377
 NP0377.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0377.been affixed to the stable North American tectonic plate. See 
 NP0377.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0377
 NP0377.The horizontal coordinates are valid at the epoch date displayed above
 NP0377.which is a decimal equivalence of Year/Month/Day.
 NP0377
 NP0377.The orthometric height was determined by differential leveling
 NP0377.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0377
 NP0377.* This is a POSTED BENCH MARK height.
 NP0377
 NP0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0377.GEOID18 height accuracy estimate available here.
 NP0377
 NP0377.Click photographs - Photos may exist for this station.
 NP0377
 NP0377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0377
 NP0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0377
 NP0377.The ellipsoidal height was determined by GPS observations
 NP0377.and is referenced to NAD 83.
 NP0377
 NP0377.The dynamic height is computed by dividing the NAVD 88
 NP0377.geopotential number by the normal gravity value computed on the
 NP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0377.degrees latitude (g = 980.6199 gals.).
 NP0377
 NP0377.The modeled gravity was interpolated from observed gravity values.
 NP0377
 NP0377. The following values were computed from the NAD 83(2011) position.
 NP0377
 NP0377;                    North         East     Units Scale Factor Converg.
 NP0377;SPC NE       -   278,825.358   217,590.984   MT  0.99975326   -2 16 13.9
 NP0377;SPC NE       -   914,779.53    713,879.75   sFT  0.99975326   -2 16 13.9
 NP0377;UTM  13      - 4,683,642.358   629,737.094   MT  0.99980710   +1 03 33.2
 NP0377
 NP0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0377!SPC NE       -   0.99978411  x   0.99975326  =   0.99953742
 NP0377!UTM  13      -   0.99978411  x   0.99980710  =   0.99959125
 NP0377
 NP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2973783642(NAD 83)
 NP0377
 NP0377                          SUPERSEDED SURVEY CONTROL
 NP0377
 NP0377  NAD 83(2007)-  42 17 39.16538(N)    103 25 34.35299(W) AD(2002.00) 0
 NP0377  ELLIP H (02/10/07) 1376.882  (m)                       GP(2002.00)    
 NP0377  ELLIP H (09/24/01) 1376.866  (m)                       GP(       ) 4 1
 NP0377  NAD 83(1995)-  42 17 39.16464(N)    103 25 34.35323(W) AD(       ) B
 NP0377  ELLIP H (06/25/96) 1376.911  (m)                       GP(       ) 1 1
 NP0377  NAVD 88            1394.93   (m)         4576.5    (f) LEVELING    3  
 NP0377  NGVD 29 (??/??/92) 1394.233  (m)         4574.25   (f) ADJ UNCH    2 0
 NP0377
 NP0377.Superseded values are not recommended for survey control.
 NP0377
 NP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0377.See file dsdata.pdf to determine how the superseded data were derived.
 NP0377
 NP0377_MARKER: DB = BENCH MARK DISK
 NP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0377_STAMPING: K 345 1956
 NP0377_MARK LOGO: CGS
 NP0377_PROJECTION: RECESSED 12 CENTIMETERS
 NP0377_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0377+STABILITY: SURFACE MOTION
 NP0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0377+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 NP0377
 NP0377  HISTORY     - Date     Condition        Report By
 NP0377  HISTORY     - 1956     MONUMENTED       CGS
 NP0377  HISTORY     - 19950502 GOOD             NGS
 NP0377  HISTORY     - 20161213 GOOD             COMPDA
 NP0377  HISTORY     - 20180727 GOOD             NEGS
 NP0377  HISTORY     - 20220909 GOOD             NEGS
 NP0377
 NP0377                          STATION DESCRIPTION
 NP0377
 NP0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0377'20 MI W FROM HEMINGFORD.
 NP0377'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0377'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0377'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 NP0377'2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH
 NP0377'ALONG A GRADED DIRT ROAD, 0.1 MILE EAST OF A FARMHOUSE, 73
 NP0377'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21 FEET
 NP0377'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 43 FEET WEST
 NP0377'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A
 NP0377'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0377'0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION
 NP0377'30, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0377
 NP0377                          STATION RECOVERY (1995)
 NP0377
 NP0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0377'THE MARK IS LOCATED ABOUT 18.0 MI (29.0 KM) WEST OF HEMINGFORD, 11.5
 NP0377'MI (18.5 KM) SOUTH OF MARSLAND, 2.0 MI (3.2 KM) SOUTH OF STATE HIGHWAY
 NP0377'71, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE NE1/4, SEC30, T27N, R52W.
 NP0377'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 71, ABOUT
 NP0377'12 MI (19.3 KM) WEST OF HEMINGFORD, OR 9.0 MI (14.5 KM) SOUTH OF
 NP0377'MARSLAND, GO WEST ON HIGHWAY 71 FOR 7.1 MI (11.4 KM) TO A GRADED
 NP0377'CROSSROAD AT THE BOX BUTTE/SIOUX COUNTY LINE.  TURN LEFT AND GO SOUTH
 NP0377'ON A GRADED ROAD FOR 2.0 MI (3.2 KM) TO A T-INTERSECTION. TURN LEFT
 NP0377'AND GO EAST ON A GRADED ROAD FOR 1.0 MI (1.6 KM) TO A CURVE TO THE
 NP0377'LEFT, THE JUNCTION OF A MINIMUM MAINTAINED INTERSECTION STRAIGHT AHEAD
 NP0377'AND THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND
 NP0377'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.4 FT (12.2 CM) BELOW THE
 NP0377'GROUND SURFACE.  IT IS 100.5 FT (30.6 M) EAST FROM THE 1ST UTILITY
 NP0377'POLE WEST OF THE OLD CROSSROAD, 68.0 FT (20.7 M) WEST FROM THE
 NP0377'CENTERLINE OF THE OLD NORTH/SOUTH ROAD, 42.7 FT (13.0 M) WEST OF A
 NP0377'FENCE CORNER, 21.0 FT (6.4 M) SOUTH FROM THE CENTERLINE OF THE OLD
 NP0377'EAST/WEST ROAD, 17.1 FT (5.2 M) WEST FROM A TELEPHONE CABLE JUNCTION
 NP0377'BOX, 3.0 FT (0.9 M) EAST FROM A WITNESS POST AND 1.0 FT (0.3 M) NORTH
 NP0377'FROM A WITNESS POST AND AN EAST/WEST FENCE. A LENGTH OF REBAR WAS
 NP0377'DRIVEN ALONG THE WEST SIDE OF THE MARK.
 NP0377
 NP0377                          STATION RECOVERY (2016)
 NP0377
 NP0377'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0377'RECOVERED IN GOOD CONDITION.
 NP0377
 NP0377                          STATION RECOVERY (2018)
 NP0377
 NP0377'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 NP0377'RECOVERED IN GOOD CONDITION.
 NP0377
 NP0377                          STATION RECOVERY (2022)
 NP0377
 NP0377'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (CD)
 NP0377'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 71
 NP0377'APPROXIMATELY 12 MI (19.3 KM) WEST OF HEMMINGFORD, NE., GO WEST ON NE.
 NP0377'HIGHWAY 71 APPROXIMATELY 7.0 MI (11.3 KM) TO THE JUNCTION OF NE.
 NP0377'HIGHWAY 71 AND CO.  ROAD 89.  TURN LEFT AND GO SOUTH ON CO.  ROAD 89
 NP0377'APPROXIMATELY 2.0 MI (3.2 KM) TO THE JUNCTION OF CO.  ROAD 89 AND
 NP0377'FRANKLIN CO.  ROAD.  TURN LEFT AND GO EAST ON FRANKLIN CO.  ROAD
 NP0377'APPROXIMATELY 1.0 MI (1.6 KM) TO A CURVE GOING NORTH.  CONTINUE WEST
 NP0377'ON A MINIMUM MAINTENANCE ROAD FOR APPROXIMATELY 100.0' TO THE MARK ON
 NP0377'THE RIGHT (SOUTH).  THE MARK IS 68.0 FT (20.7 M) WEST OF THE
 NP0377'CENTERLINE OF CO.  ROAD 88, 21.0 FT (6.4 M) SOUTH OF THE CENTERLINE OF
 NP0377'THE MINIMUM MAINTENANCE ROAD, 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS
 NP0377'POST AND 3.0 FT (0.9 M) EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0127 ***********************************************************************
 NO0127  DESIGNATION -  K 346
 NO0127  PID         -  NO0127
 NO0127  STATE/COUNTY-  NE/CHERRY
 NO0127  COUNTRY     -  US
 NO0127  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0127
 NO0127                         *CURRENT SURVEY CONTROL
 NO0127  ______________________________________________________________________
 NO0127* NAD 83(1986) POSITION- 42 52 14.61   (N) 100 33 33.37   (W)   HD_HELD1
 NO0127* NAVD 88 ORTHO HEIGHT -   788.892 (meters)     2588.22  (feet) ADJUSTED
 NO0127  ______________________________________________________________________
 NO0127  GEOID HEIGHT    -        -21.851 (meters)                     GEOID18
 NO0127  DYNAMIC HEIGHT  -        788.578 (meters)     2587.19  (feet) COMP
 NO0127  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 NO0127
 NO0127  VERT ORDER      -  FIRST     CLASS II
 NO0127
 NO0127.The horizontal coordinates were determined by differentially corrected
 NO0127.hand held GPS observations or other comparable positioning techniques
 NO0127.and have an estimated accuracy of +/- 3 meters.
 NO0127
 NO0127.The orthometric height was determined by differential leveling and
 NO0127.adjusted by the NATIONAL GEODETIC SURVEY
 NO0127.in June 1991.
 NO0127
 NO0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0127.GEOID18 height accuracy estimate available here.
 NO0127
 NO0127.Click photographs - Photos may exist for this station.
 NO0127
 NO0127.The dynamic height is computed by dividing the NAVD 88
 NO0127.geopotential number by the normal gravity value computed on the
 NO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0127.degrees latitude (g = 980.6199 gals.).
 NO0127
 NO0127.The modeled gravity was interpolated from observed gravity values.
 NO0127
 NO0127;                    North         East    Units  Estimated Accuracy
 NO0127;SPC NE       -   337,408.1     454,304.1     MT  (+/- 3 meters HH1 GPS) 
 NO0127
 NO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7263947638(NAD 83)
 NO0127
 NO0127                          SUPERSEDED SURVEY CONTROL
 NO0127
 NO0127  NGVD 29 (??/??/92)  788.607  (m)         2587.29   (f) ADJ UNCH    1 2
 NO0127
 NO0127.Superseded values are not recommended for survey control.
 NO0127
 NO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0127.See file dsdata.pdf to determine how the superseded data were derived.
 NO0127
 NO0127_MARKER: DB = BENCH MARK DISK
 NO0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0127_STAMPING: K 346 1957
 NO0127_MARK LOGO: CGS
 NO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0127+STABILITY: SURFACE MOTION
 NO0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0127+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 NO0127
 NO0127  HISTORY     - Date     Condition        Report By
 NO0127  HISTORY     - 1957     MONUMENTED       CGS
 NO0127  HISTORY     - 19911029 GOOD             NGS
 NO0127
 NO0127                          STATION DESCRIPTION
 NO0127
 NO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0127'0.5 MI W FROM VALENTINE.
 NO0127'ABOUT 0.5 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0127'FROM THE STATION AT VALENTINE, IN SECTION 36, T. 34 N., R. 28 W.,
 NO0127'5 FEET WEST OF THE FIRST POLE WEST OF MILE POST 270, 42 1/2 FEET
 NO0127'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 21 FEET SOUTH OF THE
 NO0127'SOUTH RAIL OF A SIDE TRACK, 1 1/2 FEET EAST OF A WHITE WOODEN
 NO0127'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A
 NO0127'CONCRETE POST WHICH PROJECTS 4 INCHES.
 NO0127
 NO0127                          STATION RECOVERY (1991)
 NO0127
 NO0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0127'IN VALENTINE, AT 601 A STREET WEST, 73.0 M (239.5 FT) WEST OF THE
 NO0127'NORTHWEST CORNER OF A BUDWEISER WAREHOUSE AT 601 A STREET WEST, 27.8
 NO0127'M (91.2 FT) EAST OF A RAILROAD SWITCH STAND, 12.8 M (42.0 FT) SOUTH
 NO0127'OF THE NEAR RAIL OF THE MAIN TRACK OF THE BURLINGTON NORTHERN
 NO0127'RAILROAD, 6.3 M (20.7 FT) SOUTHWEST OF THE NEAR RAIL OF A SIDE TRACK,
 NO0127'0.3 M (1.0 FT) NORTH-NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 NO0127'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0221 ***********************************************************************
 NO0221  DESIGNATION -  K 347
 NO0221  PID         -  NO0221
 NO0221  STATE/COUNTY-  NE/CHERRY
 NO0221  COUNTRY     -  US
 NO0221  USGS QUAD   -  CODY WEST (2017)
 NO0221
 NO0221                         *CURRENT SURVEY CONTROL
 NO0221  ______________________________________________________________________
 NO0221* NAD 83(1986) POSITION- 42 56 21.     (N) 101 18 55.     (W)   SCALED
 NO0221* NAVD 88 ORTHO HEIGHT -   948.580 (meters)     3112.13  (feet) ADJUSTED
 NO0221  ______________________________________________________________________
 NO0221  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 NO0221  DYNAMIC HEIGHT  -        948.176 (meters)     3110.81  (feet) COMP
 NO0221  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 NO0221
 NO0221  VERT ORDER      -  FIRST     CLASS II
 NO0221
 NO0221.The horizontal coordinates were scaled from a map and have
 NO0221.an estimated accuracy of +/- 6 seconds.
 NO0221
 NO0221.The orthometric height was determined by differential leveling and
 NO0221.adjusted by the NATIONAL GEODETIC SURVEY
 NO0221.in June 1991.
 NO0221
 NO0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0221.GEOID18 height accuracy estimate available here.
 NO0221
 NO0221.Click photographs - Photos may exist for this station.
 NO0221
 NO0221.The dynamic height is computed by dividing the NAVD 88
 NO0221.geopotential number by the normal gravity value computed on the
 NO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0221.degrees latitude (g = 980.6199 gals.).
 NO0221
 NO0221.The modeled gravity was interpolated from observed gravity values.
 NO0221
 NO0221;                    North         East    Units  Estimated Accuracy
 NO0221;SPC NE       -   345,680.      392,650.      MT  (+/- 180 meters Scaled)
 NO0221
 NO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN110566(NAD 83)
 NO0221
 NO0221                          SUPERSEDED SURVEY CONTROL
 NO0221
 NO0221  NGVD 29 (??/??/92)  948.203  (m)         3110.90   (f) ADJ UNCH    1 2
 NO0221
 NO0221.Superseded values are not recommended for survey control.
 NO0221
 NO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0221.See file dsdata.pdf to determine how the superseded data were derived.
 NO0221
 NO0221_MARKER: DB = BENCH MARK DISK
 NO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0221_STAMPING: K 347 1957
 NO0221_MARK LOGO: CGS
 NO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0221+STABILITY: SURFACE MOTION
 NO0221
 NO0221  HISTORY     - Date     Condition        Report By
 NO0221  HISTORY     - 1957     MONUMENTED       CGS
 NO0221  HISTORY     - 1983     POOR             USGS
 NO0221
 NO0221                          STATION DESCRIPTION
 NO0221
 NO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0221'3.7 MI W FROM CODY.
 NO0221'ABOUT 3.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0221'FROM THE STATION AT CODY, IN SECTION 10, T. 34 N., R. 34 W.,
 NO0221'29 FEET SOUTH OF MILEPOST 311, 111 FEET SOUTH OF THE SOUTH RAIL,
 NO0221'5 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE LINE,
 NO0221'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET LOWER
 NO0221'THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0221'5 INCHES.
 NO0221
 NO0221                          STATION RECOVERY (1983)
 NO0221
 NO0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NO0221'MARK HIT BY RAILROAD CONST. EQUIPMENT. CONCRETE POST CRACKED BUT
 NO0221'STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0222 ***********************************************************************
 NP0222  DESIGNATION -  K 348
 NP0222  PID         -  NP0222
 NP0222  STATE/COUNTY-  NE/DAWES
 NP0222  COUNTRY     -  US
 NP0222  USGS QUAD   -  CHADRON EAST (2017)
 NP0222
 NP0222                         *CURRENT SURVEY CONTROL
 NP0222  ______________________________________________________________________
 NP0222* NAD 83(1986) POSITION- 42 48 36.     (N) 102 52 57.     (W)   SCALED
 NP0222* NAVD 88 ORTHO HEIGHT -  1065.815 (meters)     3496.76  (feet) ADJUSTED
 NP0222  ______________________________________________________________________
 NP0222  GEOID HEIGHT    -        -17.971 (meters)                     GEOID18
 NP0222  DYNAMIC HEIGHT  -       1065.292 (meters)     3495.05  (feet) COMP
 NP0222  MODELED GRAVITY -    980,093.0   (mgal)                       NAVD 88
 NP0222
 NP0222  VERT ORDER      -  FIRST     CLASS II
 NP0222
 NP0222.The horizontal coordinates were scaled from a map and have
 NP0222.an estimated accuracy of +/- 6 seconds.
 NP0222
 NP0222.The orthometric height was determined by differential leveling and
 NP0222.adjusted by the NATIONAL GEODETIC SURVEY
 NP0222.in June 1991.
 NP0222
 NP0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0222.GEOID18 height accuracy estimate available here.
 NP0222
 NP0222.Click photographs - Photos may exist for this station.
 NP0222
 NP0222.The dynamic height is computed by dividing the NAVD 88
 NP0222.geopotential number by the normal gravity value computed on the
 NP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0222.degrees latitude (g = 980.6199 gals.).
 NP0222
 NP0222.The modeled gravity was interpolated from observed gravity values.
 NP0222
 NP0222;                    North         East    Units  Estimated Accuracy
 NP0222;SPC NE       -   334,440.      264,300.      MT  (+/- 180 meters Scaled)
 NP0222
 NP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH731418(NAD 83)
 NP0222
 NP0222                          SUPERSEDED SURVEY CONTROL
 NP0222
 NP0222  NGVD 29 (??/??/92) 1065.281  (m)         3495.01   (f) ADJ UNCH    1 2
 NP0222
 NP0222.Superseded values are not recommended for survey control.
 NP0222
 NP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0222.See file dsdata.pdf to determine how the superseded data were derived.
 NP0222
 NP0222_MARKER: DB = BENCH MARK DISK
 NP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0222_STAMPING: K 348 1957
 NP0222_MARK LOGO: CGS
 NP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0222+STABILITY: SURFACE MOTION
 NP0222
 NP0222  HISTORY     - Date     Condition        Report By
 NP0222  HISTORY     - 1957     MONUMENTED       CGS
 NP0222
 NP0222                          STATION DESCRIPTION
 NP0222
 NP0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0222'6.1 MI SE FROM CHADRON.
 NP0222'ABOUT 6.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0222'FROM THE STATION AT CHADRON, IN SECTION 29, T. 33 N., R. 47 W.,
 NP0222'3 POLES WEST OF MILEPOST 400, 166 FEET NORTHEAST AND ACROSS A ROAD
 NP0222'FROM THE NORTHEAST RAIL, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 NP0222'ROAD, 16 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE WAY NORTH,
 NP0222'296 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM HOUSE, 3 FEET
 NP0222'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NP0222'POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0254 ***********************************************************************
 NP0254  DESIGNATION -  K 349
 NP0254  PID         -  NP0254
 NP0254  STATE/COUNTY-  NE/DAWES
 NP0254  COUNTRY     -  US
 NP0254  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0254
 NP0254                         *CURRENT SURVEY CONTROL
 NP0254  ______________________________________________________________________
 NP0254* NAD 83(1986) POSITION- 42 49 00.     (N) 103 11 55.     (W)   SCALED
 NP0254* NAVD 88 ORTHO HEIGHT -  1022.511 (meters)     3354.69  (feet) ADJUSTED
 NP0254  ______________________________________________________________________
 NP0254  GEOID HEIGHT    -        -17.840 (meters)                     GEOID18
 NP0254  DYNAMIC HEIGHT  -       1021.998 (meters)     3353.01  (feet) COMP
 NP0254  MODELED GRAVITY -    980,084.5   (mgal)                       NAVD 88
 NP0254
 NP0254  VERT ORDER      -  FIRST     CLASS II
 NP0254
 NP0254.The horizontal coordinates were scaled from a map and have
 NP0254.an estimated accuracy of +/- 6 seconds.
 NP0254
 NP0254.The orthometric height was determined by differential leveling and
 NP0254.adjusted by the NATIONAL GEODETIC SURVEY
 NP0254.in June 1991.
 NP0254
 NP0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0254.GEOID18 height accuracy estimate available here.
 NP0254
 NP0254.Click photographs - Photos may exist for this station.
 NP0254
 NP0254.The dynamic height is computed by dividing the NAVD 88
 NP0254.geopotential number by the normal gravity value computed on the
 NP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0254.degrees latitude (g = 980.6199 gals.).
 NP0254
 NP0254.The modeled gravity was interpolated from observed gravity values.
 NP0254
 NP0254;                    North         East    Units  Estimated Accuracy
 NP0254;SPC NE       -   336,090.      238,490.      MT  (+/- 180 meters Scaled)
 NP0254
 NP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH472420(NAD 83)
 NP0254
 NP0254                          SUPERSEDED SURVEY CONTROL
 NP0254
 NP0254  NGVD 29 (??/??/92) 1021.955  (m)         3352.86   (f) ADJ UNCH    1 2
 NP0254
 NP0254.Superseded values are not recommended for survey control.
 NP0254
 NP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0254.See file dsdata.pdf to determine how the superseded data were derived.
 NP0254
 NP0254_MARKER: DB = BENCH MARK DISK
 NP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0254_STAMPING: K 349 1957
 NP0254_MARK LOGO: CGS
 NP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0254+STABILITY: SURFACE MOTION
 NP0254
 NP0254  HISTORY     - Date     Condition        Report By
 NP0254  HISTORY     - 1957     MONUMENTED       CGS
 NP0254
 NP0254                          STATION DESCRIPTION
 NP0254
 NP0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0254'3.9 MI NE FROM WHITNEY.
 NP0254'ABOUT 3.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0254'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 22, T. 33 N.,
 NP0254'R. 50 W., 7 FEET WEST OF THE THIRD POLE EAST OF MILEPOST 418,
 NP0254'38 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 94 FEET NORTH-NORTHWEST
 NP0254'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET EAST OF A WHITE
 NP0254'WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 NP0254'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0254'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0321 ***********************************************************************
 NP0321  DESIGNATION -  K 35
 NP0321  PID         -  NP0321
 NP0321  STATE/COUNTY-  NE/DAWES
 NP0321  COUNTRY     -  US
 NP0321  USGS QUAD   -  WAYSIDE (2017)
 NP0321
 NP0321                         *CURRENT SURVEY CONTROL
 NP0321  ______________________________________________________________________
 NP0321* NAD 83(1986) POSITION- 42 57 55.36   (N) 103 13 00.94   (W)   HD_HELD1
 NP0321* NAVD 88 ORTHO HEIGHT -  1094.262 (meters)     3590.09  (feet) ADJUSTED
 NP0321  ______________________________________________________________________
 NP0321  GEOID HEIGHT    -        -17.322 (meters)                     GEOID18
 NP0321  DYNAMIC HEIGHT  -       1093.747 (meters)     3588.40  (feet) COMP
 NP0321  MODELED GRAVITY -    980,111.7   (mgal)                       NAVD 88
 NP0321
 NP0321  VERT ORDER      -  SECOND    CLASS 0
 NP0321
 NP0321.The horizontal coordinates were determined by differentially corrected
 NP0321.hand held GPS observations or other comparable positioning techniques
 NP0321.and have an estimated accuracy of +/- 3 meters.
 NP0321
 NP0321.The orthometric height was determined by differential leveling and
 NP0321.adjusted by the NATIONAL GEODETIC SURVEY
 NP0321.in June 1991.
 NP0321
 NP0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0321.GEOID18 height accuracy estimate available here.
 NP0321
 NP0321.Click photographs - Photos may exist for this station.
 NP0321
 NP0321.The dynamic height is computed by dividing the NAVD 88
 NP0321.geopotential number by the normal gravity value computed on the
 NP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0321.degrees latitude (g = 980.6199 gals.).
 NP0321
 NP0321.The modeled gravity was interpolated from observed gravity values.
 NP0321
 NP0321;                    North         East    Units  Estimated Accuracy
 NP0321;SPC NE       -   352,657.1     237,606.0     MT  (+/- 3 meters HH1 GPS) 
 NP0321
 NP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4541858512(NAD 83)
 NP0321
 NP0321                          SUPERSEDED SURVEY CONTROL
 NP0321
 NP0321  NGVD 29 (??/??/92) 1093.701  (m)         3588.25   (f) ADJ UNCH    2 0
 NP0321
 NP0321.Superseded values are not recommended for survey control.
 NP0321
 NP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0321.See file dsdata.pdf to determine how the superseded data were derived.
 NP0321
 NP0321_MARKER: DB = BENCH MARK DISK
 NP0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0321_STAMPING: K 35 1934
 NP0321_MARK LOGO: CGS
 NP0321_PROJECTION: PROJECTING 9 CENTIMETERS
 NP0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0321+STABILITY: SURFACE MOTION
 NP0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0321+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 NP0321
 NP0321  HISTORY     - Date     Condition        Report By
 NP0321  HISTORY     - 1934     MONUMENTED       CGS
 NP0321  HISTORY     - 1957     GOOD             CGS
 NP0321  HISTORY     - 20200811 GOOD             NEGS
 NP0321
 NP0321                          STATION DESCRIPTION
 NP0321
 NP0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0321'2 MI SE FROM WAYSIDE.
 NP0321'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0321'RAILWAY FROM THE STATION AT WAYSIDE, IN SECTION 33, T.35 N.,
 NP0321'R.50 W., 148 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM
 NP0321'MILEPOST 10, 88 FEET NORTHEAST OF THE NORTHEAST RAIL, 45 FEET
 NP0321'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS
 NP0321'THE TRACK, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NP0321'3 FEET LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE POST
 NP0321'WHICH PROJECTS 4 INCHES.
 NP0321
 NP0321                          STATION RECOVERY (2020)
 NP0321
 NP0321'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 NP0321'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 385 AND WAYSIDE ROAD AT THE
 NP0321'NEBRASKA AND SOUTH DAKOTA BORDER, GO SOUTH THEN WEST ON WAYSIDE ROAD
 NP0321'APPROXIMATELY 1.50 MI (2.41 KM) TO T INTERSECTION.  TURN LEFT AND GO
 NP0321'SOUTH ON STEWART ROAD APPROXIMATELY 1.90 MI (3.06 KM) TO THE MARK ON
 NP0321'THE RIGHT (SOUTHWEST).  THE MARK IS 1.5 FT (0.5 M) SOUTHEAST OF 4X4
 NP0321'WOOD HUB, 88.35 FT (26.9 M) NORTHEAST OF TOP CENTER NEAR RAIL, 101.45
 NP0321'FT (30.9 M) NORTH OF TOP OF A 5.0 FT (1.5 M) GREEN U POST ON THE
 NP0321'NORTHEAST SIDE OF RAILROAD TRACKS, 45.0 FT (13.7 M) SOUTHWEST OF THE
 NP0321'CENTERLINE OF STEWART ROAD AND ACROSS THE TACKS FROM RAILROAD MILE
 NP0321'POST 10.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0329 ***********************************************************************
 NO0329  DESIGNATION -  K 350
 NO0329  PID         -  NO0329
 NO0329  STATE/COUNTY-  NE/CHERRY
 NO0329  COUNTRY     -  US
 NO0329  USGS QUAD   -  IRWIN (2017)
 NO0329
 NO0329                         *CURRENT SURVEY CONTROL
 NO0329  ______________________________________________________________________
 NO0329* NAD 83(1986) POSITION- 42 53 09.     (N) 101 53 55.     (W)   SCALED
 NO0329* NAVD 88 ORTHO HEIGHT -  1042.673 (meters)     3420.84  (feet) ADJUSTED
 NO0329  ______________________________________________________________________
 NO0329  GEOID HEIGHT    -        -19.030 (meters)                     GEOID18
 NO0329  DYNAMIC HEIGHT  -       1042.197 (meters)     3419.27  (feet) COMP
 NO0329  MODELED GRAVITY -    980,128.3   (mgal)                       NAVD 88
 NO0329
 NO0329  VERT ORDER      -  FIRST     CLASS II
 NO0329
 NO0329.The horizontal coordinates were scaled from a map and have
 NO0329.an estimated accuracy of +/- 6 seconds.
 NO0329
 NO0329.The orthometric height was determined by differential leveling and
 NO0329.adjusted by the NATIONAL GEODETIC SURVEY
 NO0329.in June 1991.
 NO0329
 NO0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0329.GEOID18 height accuracy estimate available here.
 NO0329
 NO0329.Click photographs - Photos may exist for this station.
 NO0329
 NO0329.The dynamic height is computed by dividing the NAVD 88
 NO0329.geopotential number by the normal gravity value computed on the
 NO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0329.degrees latitude (g = 980.6199 gals.).
 NO0329
 NO0329.The modeled gravity was interpolated from observed gravity values.
 NO0329
 NO0329;                    North         East    Units  Estimated Accuracy
 NO0329;SPC NE       -   340,640.      344,920.      MT  (+/- 180 meters Scaled)
 NO0329
 NO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN632522(NAD 83)
 NO0329
 NO0329                          SUPERSEDED SURVEY CONTROL
 NO0329
 NO0329  NGVD 29 (??/??/92) 1042.222  (m)         3419.36   (f) ADJ UNCH    1 2
 NO0329
 NO0329.Superseded values are not recommended for survey control.
 NO0329
 NO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0329.See file dsdata.pdf to determine how the superseded data were derived.
 NO0329
 NO0329_MARKER: DB = BENCH MARK DISK
 NO0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0329_STAMPING: K 350 1957
 NO0329_MARK LOGO: CGS
 NO0329_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0329
 NO0329  HISTORY     - Date     Condition        Report By
 NO0329  HISTORY     - 1957     MONUMENTED       CGS
 NO0329
 NO0329                          STATION DESCRIPTION
 NO0329
 NO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0329'10.8 MI W FROM MERRIMAN.
 NO0329'ABOUT 10.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0329'RAILWAY FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W.,
 NO0329'SECTION 34., ABOUT 0.1 MILE NORTHWEST OF THE NORTHWEST EDGE
 NO0329'OF A LAKE, IN LINE WITH A ROW OF POLES, 78 FEET EAST-NORTHEAST
 NO0329'OF THE FIRST POLE EAST-NORTHEAST OF MILEPOST 343, 41 FEET
 NO0329'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 20 FEET WEST OF A
 NO0329'TELEPHONE POLE, 6 1/2 FEET NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST
 NO0329'RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 NO0329'WITNESS POST, ABOUT 4 FEET ABOVE THE TOP OF THE RAILS, A DISK BRAZED
 NO0329'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0019 ***********************************************************************
 NP0019  DESIGNATION -  K 351
 NP0019  PID         -  NP0019
 NP0019  STATE/COUNTY-  NE/SHERIDAN
 NP0019  COUNTRY     -  US
 NP0019  USGS QUAD   -  GORDON (2017)
 NP0019
 NP0019                         *CURRENT SURVEY CONTROL
 NP0019  ______________________________________________________________________
 NP0019* NAD 83(1986) POSITION- 42 48 00.     (N) 102 13 28.     (W)   SCALED
 NP0019* NAVD 88 ORTHO HEIGHT -  1092.178 (meters)     3583.25  (feet) ADJUSTED
 NP0019  ______________________________________________________________________
 NP0019  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 NP0019  DYNAMIC HEIGHT  -       1091.661 (meters)     3581.56  (feet) COMP
 NP0019  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 NP0019
 NP0019  VERT ORDER      -  FIRST     CLASS II
 NP0019
 NP0019.The horizontal coordinates were scaled from a map and have
 NP0019.an estimated accuracy of +/- 6 seconds.
 NP0019
 NP0019.The orthometric height was determined by differential leveling and
 NP0019.adjusted by the NATIONAL GEODETIC SURVEY
 NP0019.in June 1991.
 NP0019
 NP0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0019.GEOID18 height accuracy estimate available here.
 NP0019
 NP0019.Click photographs - Photos may exist for this station.
 NP0019
 NP0019.The dynamic height is computed by dividing the NAVD 88
 NP0019.geopotential number by the normal gravity value computed on the
 NP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0019.degrees latitude (g = 980.6199 gals.).
 NP0019
 NP0019.The modeled gravity was interpolated from observed gravity values.
 NP0019
 NP0019;                    North         East    Units  Estimated Accuracy
 NP0019;SPC NE       -   331,750.      318,070.      MT  (+/- 180 meters Scaled)
 NP0019
 NP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH269423(NAD 83)
 NP0019
 NP0019                          SUPERSEDED SURVEY CONTROL
 NP0019
 NP0019  NGVD 29 (??/??/92) 1091.689  (m)         3581.65   (f) ADJ UNCH    1 2
 NP0019
 NP0019.Superseded values are not recommended for survey control.
 NP0019
 NP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0019.See file dsdata.pdf to determine how the superseded data were derived.
 NP0019
 NP0019_MARKER: DB = BENCH MARK DISK
 NP0019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0019_STAMPING: K 351 1957
 NP0019_MARK LOGO: CGS
 NP0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0019
 NP0019  HISTORY     - Date     Condition        Report By
 NP0019  HISTORY     - 1957     MONUMENTED       CGS
 NP0019  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NP0019
 NP0019                          STATION DESCRIPTION
 NP0019
 NP0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0019'1.1 MI SW FROM GORDON.
 NP0019'ABOUT 1.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0019'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 42 W., SECTION
 NP0019'26., 310 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A ROAD CROSSING,
 NP0019'176 FEET EAST OF THE EAST END OF THE SOUTH STONE HEADWALL OF A
 NP0019'30-INCH PIPE CULVERT UNDER THE RAILROAD, 43 FEET NORTH OF THE
 NP0019'CENTER LINE OF U.S. HIGHWAY 20, 38 1/2 FEET SOUTH OF THE SOUTH
 NP0019'RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 17 FEET EAST OF THE
 NP0019'FIRST TELEPHONE POLE EAST OF MILE POST 361, A DISK ON THE TOP
 NP0019'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 NP0019'29 FEET.  ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 NP0019
 NP0019                          STATION RECOVERY (1982)
 NP0019
 NP0019'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0020 ***********************************************************************
 NP0020  DESIGNATION -  K 351 RESET
 NP0020  PID         -  NP0020
 NP0020  STATE/COUNTY-  NE/SHERIDAN
 NP0020  COUNTRY     -  US
 NP0020  USGS QUAD   -  GORDON (2017)
 NP0020
 NP0020                         *CURRENT SURVEY CONTROL
 NP0020  ______________________________________________________________________
 NP0020* NAD 83(1986) POSITION- 42 48 00.     (N) 102 13 28.     (W)   SCALED
 NP0020* NAVD 88 ORTHO HEIGHT -  1092.06  (meters)     3582.9   (feet) RESET
 NP0020  ______________________________________________________________________
 NP0020  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 NP0020  VERT ORDER      -  THIRD
 NP0020
 NP0020.The horizontal coordinates were scaled from a map and have
 NP0020.an estimated accuracy of +/- 6 seconds.
 NP0020
 NP0020.The orthometric height was computed from unverified reset data.
 NP0020
 NP0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0020.GEOID18 height accuracy estimate available here.
 NP0020
 NP0020.Click photographs - Photos may exist for this station.
 NP0020
 NP0020;                    North         East    Units  Estimated Accuracy
 NP0020;SPC NE       -   331,750.      318,070.      MT  (+/- 180 meters Scaled)
 NP0020
 NP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH269423(NAD 83)
 NP0020
 NP0020                          SUPERSEDED SURVEY CONTROL
 NP0020
 NP0020.No superseded survey control is available for this station.
 NP0020
 NP0020_MARKER: DB = BENCH MARK DISK
 NP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0020_STAMPING: K 351 RESET 1969
 NP0020_MARK LOGO: CGS
 NP0020_PROJECTION: PROJECTING
 NP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0020+STABILITY: SURFACE MOTION
 NP0020
 NP0020  HISTORY     - Date     Condition        Report By
 NP0020  HISTORY     - 1969     MONUMENTED       NEDR
 NP0020
 NP0020                          STATION DESCRIPTION
 NP0020
 NP0020'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 NP0020'1 MI W FROM GORDON.
 NP0020'1 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTHWESTERN
 NP0020'RAILWAY DEPOT AT GORDON, NEAR THE CORNER OF SECTIONS 25, 26, 35
 NP0020'AND 36, T 33 N, R 42 W, 42 FEET AND 318 FEET WEST OF A RAILROAD
 NP0020'CROSSING, 1 FOOT WEST OF A WHITE WITNESS MARKER AND SET IN THE
 NP0020'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0300 ***********************************************************************
 NO0300  DESIGNATION -  K 352
 NO0300  PID         -  NO0300
 NO0300  STATE/COUNTY-  NE/CHERRY
 NO0300  COUNTRY     -  US
 NO0300  USGS QUAD   -  MERRIMAN NE (2017)
 NO0300
 NO0300                         *CURRENT SURVEY CONTROL
 NO0300  ______________________________________________________________________
 NO0300* NAD 83(1986) POSITION- 42 56 44.     (N) 101 30 14.     (W)   SCALED
 NO0300* NAVD 88 ORTHO HEIGHT -   978.063 (meters)     3208.86  (feet) ADJUSTED
 NO0300  ______________________________________________________________________
 NO0300  GEOID HEIGHT    -        -19.747 (meters)                     GEOID18
 NO0300  DYNAMIC HEIGHT  -        977.648 (meters)     3207.50  (feet) COMP
 NO0300  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 NO0300
 NO0300  VERT ORDER      -  FIRST     CLASS II
 NO0300
 NO0300.The horizontal coordinates were scaled from a map and have
 NO0300.an estimated accuracy of +/- 6 seconds.
 NO0300
 NO0300.The orthometric height was determined by differential leveling and
 NO0300.adjusted by the NATIONAL GEODETIC SURVEY
 NO0300.in June 1991.
 NO0300
 NO0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0300.GEOID18 height accuracy estimate available here.
 NO0300
 NO0300.Click photographs - Photos may exist for this station.
 NO0300
 NO0300.The dynamic height is computed by dividing the NAVD 88
 NO0300.geopotential number by the normal gravity value computed on the
 NO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0300.degrees latitude (g = 980.6199 gals.).
 NO0300
 NO0300.The modeled gravity was interpolated from observed gravity values.
 NO0300
 NO0300;                    North         East    Units  Estimated Accuracy
 NO0300;SPC NE       -   346,640.      377,270.      MT  (+/- 180 meters Scaled)
 NO0300
 NO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN957578(NAD 83)
 NO0300
 NO0300                          SUPERSEDED SURVEY CONTROL
 NO0300
 NO0300  NGVD 29 (??/??/92)  977.669  (m)         3207.57   (f) ADJ UNCH    1 2
 NO0300
 NO0300.Superseded values are not recommended for survey control.
 NO0300
 NO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0300.See file dsdata.pdf to determine how the superseded data were derived.
 NO0300
 NO0300_MARKER: DB = BENCH MARK DISK
 NO0300_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0300_STAMPING: K 352 1957
 NO0300_MARK LOGO: CGS
 NO0300_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0300_ROD/PIPE-DEPTH: 13.1 meters
 NO0300
 NO0300  HISTORY     - Date     Condition        Report By
 NO0300  HISTORY     - 1957     MONUMENTED       CGS
 NO0300
 NO0300                          STATION DESCRIPTION
 NO0300
 NO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0300'10.6 MI E FROM MERRIMAN.
 NO0300'ABOUT 10.65 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0300'RAILWAY FROM THE STATION AT MERRIMAN, 0.75 MILE WEST OF THE
 NO0300'STATION AT ELI, IN SECTION 1, T. 34 N., R. 36 W., 58 FEET
 NO0300'SOUTHEAST OF THE NINETEENTH POLE EAST OF MILEPOST 322, 90 FEET
 NO0300'SOUTH OF THE SOUTH RAIL, 0.1 MILE EAST OF THE CREST OF A HILL,
 NO0300'0.25 MILE WEST OF A LONE COTTONWOOD, 41 FEET NORTH OF THE CENTER
 NO0300'LINE OF A DIRT ROAD, 5 FEET NORTH OF THE FENCE LINE, 1 1/2 FEET
 NO0300'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 NO0300'A DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 NO0300'DEPTH OF 43 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE WHICH
 NO0300'PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0204 ***********************************************************************
 NP0204  DESIGNATION -  K 353
 NP0204  PID         -  NP0204
 NP0204  STATE/COUNTY-  NE/SHERIDAN
 NP0204  COUNTRY     -  US
 NP0204  USGS QUAD   -  HAY SPRINGS (2017)
 NP0204
 NP0204                         *CURRENT SURVEY CONTROL
 NP0204  ______________________________________________________________________
 NP0204* NAD 83(1986) POSITION- 42 40 55.     (N) 102 41 22.     (W)   SCALED
 NP0204* NAVD 88 ORTHO HEIGHT -  1167.919 (meters)     3831.75  (feet) ADJUSTED
 NP0204  ______________________________________________________________________
 NP0204  GEOID HEIGHT    -        -18.018 (meters)                     GEOID18
 NP0204  DYNAMIC HEIGHT  -       1167.323 (meters)     3829.79  (feet) COMP
 NP0204  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 NP0204
 NP0204  VERT ORDER      -  FIRST     CLASS II
 NP0204
 NP0204.The horizontal coordinates were scaled from a map and have
 NP0204.an estimated accuracy of +/- 6 seconds.
 NP0204
 NP0204.The orthometric height was determined by differential leveling and
 NP0204.adjusted by the NATIONAL GEODETIC SURVEY
 NP0204.in June 1991.
 NP0204
 NP0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0204.GEOID18 height accuracy estimate available here.
 NP0204
 NP0204.Click photographs - Photos may exist for this station.
 NP0204
 NP0204.The dynamic height is computed by dividing the NAVD 88
 NP0204.geopotential number by the normal gravity value computed on the
 NP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0204.degrees latitude (g = 980.6199 gals.).
 NP0204
 NP0204.The modeled gravity was interpolated from observed gravity values.
 NP0204
 NP0204;                    North         East    Units  Estimated Accuracy
 NP0204;SPC NE       -   319,720.      279,640.      MT  (+/- 180 meters Scaled)
 NP0204
 NP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH893280(NAD 83)
 NP0204
 NP0204                          SUPERSEDED SURVEY CONTROL
 NP0204
 NP0204  NGVD 29 (??/??/92) 1167.382  (m)         3829.99   (f) ADJ UNCH    1 2
 NP0204
 NP0204.Superseded values are not recommended for survey control.
 NP0204
 NP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0204.See file dsdata.pdf to determine how the superseded data were derived.
 NP0204
 NP0204_MARKER: DB = BENCH MARK DISK
 NP0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0204_SP_SET: GRAIN ELEVATOR
 NP0204_STAMPING: K 353 1957
 NP0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0204
 NP0204  HISTORY     - Date     Condition        Report By
 NP0204  HISTORY     - 1957     MONUMENTED       CGS
 NP0204
 NP0204                          STATION DESCRIPTION
 NP0204
 NP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0204'AT HAY SPRINGS.
 NP0204'AT HAY SPRINGS, 276 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NP0204'CHICAGO AND NORTH WESTERN RAILWAY STATION AND ACROSS MAIN STREET,
 NP0204'154 FEET EAST OF THE CENTER LINE OF THE CROSSING AT MAIN STREET,
 NP0204'139 FEET EAST OF THE CENTER LINE OF MAIN STREET, 35 FEET SOUTH OF
 NP0204'THE SOUTH RAIL OF THE MAIN TRACK, 6 FEET SOUTH OF THE SOUTH RAIL
 NP0204'OF A SIDE TRACK, 0.9 FOOT WEST OF THE NORTHEAST CORNER OF THE GRAIN
 NP0204'ELEVATOR, ABOUT 1 FOOT ABOVE THE RAILS, SET VERTICALLY IN THE
 NP0204'NORTH SIDE OF THE NORTH EAST CORNER OF THE ELEVATOR ON THE EAST
 NP0204'SIDE OF MAIN STREET AND ABOUT 1 1/2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0542 ***********************************************************************
 NN0542  DESIGNATION -  K 36
 NN0542  PID         -  NN0542
 NN0542  STATE/COUNTY-  NE/ROCK
 NN0542  COUNTRY     -  US
 NN0542  USGS QUAD   -  RIVERVIEW (2017)
 NN0542
 NN0542                         *CURRENT SURVEY CONTROL
 NN0542  ______________________________________________________________________
 NN0542* NAD 83(1986) POSITION- 42 38 42.     (N) 099 32 20.     (W)   SCALED
 NN0542* NAVD 88 ORTHO HEIGHT -   699.854 (meters)     2296.10  (feet) ADJUSTED
 NN0542  ______________________________________________________________________
 NN0542  GEOID HEIGHT    -        -23.423 (meters)                     GEOID18
 NN0542  DYNAMIC HEIGHT  -        699.577 (meters)     2295.20  (feet) COMP
 NN0542  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 NN0542
 NN0542  VERT ORDER      -  SECOND    CLASS 0
 NN0542
 NN0542.The horizontal coordinates were scaled from a map and have
 NN0542.an estimated accuracy of +/- 6 seconds.
 NN0542
 NN0542.The orthometric height was determined by differential leveling and
 NN0542.adjusted by the NATIONAL GEODETIC SURVEY
 NN0542.in June 1991.
 NN0542
 NN0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0542.GEOID18 height accuracy estimate available here.
 NN0542
 NN0542.Click photographs - Photos may exist for this station.
 NN0542
 NN0542.The dynamic height is computed by dividing the NAVD 88
 NN0542.geopotential number by the normal gravity value computed on the
 NN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0542.degrees latitude (g = 980.6199 gals.).
 NN0542
 NN0542.The modeled gravity was interpolated from observed gravity values.
 NN0542
 NN0542;                    North         East    Units  Estimated Accuracy
 NN0542;SPC NE       -   312,290.      537,810.      MT  (+/- 180 meters Scaled)
 NN0542
 NN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558215(NAD 83)
 NN0542
 NN0542                          SUPERSEDED SURVEY CONTROL
 NN0542
 NN0542  NGVD 29 (??/??/92)  699.606  (m)         2295.29   (f) ADJ UNCH    2 0
 NN0542
 NN0542.Superseded values are not recommended for survey control.
 NN0542
 NN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0542.See file dsdata.pdf to determine how the superseded data were derived.
 NN0542
 NN0542_MARKER: DB = BENCH MARK DISK
 NN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0542_STAMPING: K 36 1934
 NN0542_MARK LOGO: CGS
 NN0542_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0542+STABILITY: SURFACE MOTION
 NN0542
 NN0542  HISTORY     - Date     Condition        Report By
 NN0542  HISTORY     - 1934     MONUMENTED       CGS
 NN0542  HISTORY     - 1949     GOOD             CGS
 NN0542
 NN0542                          STATION DESCRIPTION
 NN0542
 NN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0542'3.9 MI N FROM BASSETT.
 NN0542'3.9 MILES NORTH OF THE C. AND N.W. R.R. STATION AT BASSETT,
 NN0542'55 YDS. SOUTH OF DRIVEWAY INTO C.O. DEVITTS RANCH HOUSE, 41 FT.
 NN0542'EAST OF CENTERLINE OF HIGHWAY, 11.2 FT. EAST OF CORNER OF
 NN0542'FENCE, 2.3 FT. NORTH OF FENCE LINE.  STANDARD TABLET SET IN
 NN0542'TOP OF CONCRETE POST 6 IN HIGH.  STAMPED K 36 1934.
 NN0542
 NN0542                          STATION RECOVERY (1949)
 NN0542
 NN0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0691 ***********************************************************************
 LG0691  DESIGNATION -  K 363
 LG0691  PID         -  LG0691
 LG0691  STATE/COUNTY-  NE/YORK
 LG0691  COUNTRY     -  US
 LG0691  USGS QUAD   -  BRADSHAW (2017)
 LG0691
 LG0691                         *CURRENT SURVEY CONTROL
 LG0691  ______________________________________________________________________
 LG0691* NAD 83(1995) POSITION- 40 53 12.34847(N) 097 39 17.12984(W)   ADJUSTED
 LG0691* NAD 83(1995) ELLIP HT-   477.108 (meters)        (06/27/02)   ADJUSTED
 LG0691* NAVD 88 ORTHO HEIGHT -   503.302 (meters)     1651.25  (feet) ADJUSTED
 LG0691  ______________________________________________________________________
 LG0691  GEOID HEIGHT    -        -26.214 (meters)                     GEOID18
 LG0691  NAD 83(1995) X  -   -643,266.042 (meters)                     COMP
 LG0691  NAD 83(1995) Y  - -4,786,157.987 (meters)                     COMP
 LG0691  NAD 83(1995) Z  -  4,153,236.702 (meters)                     COMP
 LG0691  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 LG0691  DYNAMIC HEIGHT  -        503.036 (meters)     1650.38  (feet) COMP
 LG0691  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 LG0691
 LG0691  HORZ ORDER      -  FIRST
 LG0691  VERT ORDER      -  SECOND    CLASS 0
 LG0691  ELLP ORDER      -  FOURTH    CLASS I
 LG0691
 LG0691.The horizontal coordinates were established by GPS observations
 LG0691.and adjusted by the National Geodetic Survey in August 1997.
 LG0691
 LG0691.The orthometric height was determined by differential leveling and
 LG0691.adjusted by the NATIONAL GEODETIC SURVEY
 LG0691.in June 1991.
 LG0691
 LG0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0691.GEOID18 height accuracy estimate available here.
 LG0691
 LG0691.Click photographs - Photos may exist for this station.
 LG0691
 LG0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0691
 LG0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0691
 LG0691.The ellipsoidal height was determined by GPS observations
 LG0691.and is referenced to NAD 83.
 LG0691
 LG0691.The dynamic height is computed by dividing the NAVD 88
 LG0691.geopotential number by the normal gravity value computed on the
 LG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0691.degrees latitude (g = 980.6199 gals.).
 LG0691
 LG0691.The modeled gravity was interpolated from observed gravity values.
 LG0691
 LG0691. The following values were computed from the NAD 83(1995) position.
 LG0691
 LG0691;                    North         East     Units Scale Factor Converg.
 LG0691;SPC NE       -   119,639.199   697,574.400   MT  0.99971655   +1 33 15.1
 LG0691;SPC NE       -   392,516.27  2,288,625.34   sFT  0.99971655   +1 33 15.1
 LG0691;UTM  14      - 4,527,057.812   613,331.805   MT  0.99975809   +0 52 50.3
 LG0691
 LG0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0691!SPC NE       -   0.99992517  x   0.99971655  =   0.99964174
 LG0691!UTM  14      -   0.99992517  x   0.99975809  =   0.99968327
 LG0691
 LG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1333127057(NAD 83)
 LG0691
 LG0691                          SUPERSEDED SURVEY CONTROL
 LG0691
 LG0691  ELLIP H (08/18/97)  477.109  (m)                       GP(       ) 4 1
 LG0691  NAD 83(1986)-  40 53 12.35542(N)    097 39 17.12922(W) AD(       ) 1
 LG0691  NGVD 29 (??/??/92)  503.102  (m)         1650.59   (f) ADJ UNCH    2 0
 LG0691  NGVD 29 (02/23/90)  503.     (m)  RAPSU86  model used  GPS OBS        
 LG0691
 LG0691.Superseded values are not recommended for survey control.
 LG0691
 LG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0691.See file dsdata.pdf to determine how the superseded data were derived.
 LG0691
 LG0691_MARKER: DB = BENCH MARK DISK
 LG0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0691_STAMPING: K 363 1961
 LG0691_MARK LOGO: CGS
 LG0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0691+STABILITY: SURFACE MOTION
 LG0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0691+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LG0691
 LG0691  HISTORY     - Date     Condition        Report By
 LG0691  HISTORY     - 1961     MONUMENTED       CGS
 LG0691  HISTORY     - 19890403 GOOD             NGS
 LG0691
 LG0691                          STATION DESCRIPTION
 LG0691
 LG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0691'4.2 MI W FROM YORK.
 LG0691'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0691'FROM THE STATION AT YORK, THENCE 0.9 MILE NORTH ALONG DIVISION
 LG0691'STREET, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 34 AND STATE 2,
 LG0691'85 FEET SOUTHWEST OF CENTER OF CROSSROAD, 79.4 FEET SOUTH OF
 LG0691'CENTERLINE OF U.S. HIGHWAY 34 AND STATE 2, 37.7 FEET SOUTH OF
 LG0691'TELEPHONE POLE 2840, 35.0 FEET WEST OF CENTER OF DIRT ROAD,
 LG0691'9.7 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.3 FEET
 LG0691'NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP
 LG0691'OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 LG0691
 LG0691                          STATION RECOVERY (1989)
 LG0691
 LG0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0691'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST-NORTHWEST OF YORK,
 LG0691'8 KM (4.95 MI) EAST OF BRADSHAW ALONG U.S. HIGHWAY 34, AT A DIRT
 LG0691'CROSROAD, IN THE NORTHEAST CORNER OF A LAWN AND COUNTY ROAD
 LG0691'RIGHT-OF-WAY.  OWNERSHIP--YORK COUNTY.
 LG0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST
 LG0691'ON THE NORTH SIDE OF YORK, GO WEST ON HIGHWAY 34 (25TH STREET) FOR 2.9
 LG0691'KM (1.80 MI) TO THE YORK MUNICIPAL AIRPORT ENTRANCE ON THE RIGHT.
 LG0691'CONTINUE WEST FOR 2.4 KM (1.50 MI) TO A DIRT CROSSROAD AND THE STATION
 LG0691'ON THE LEFT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 LG0691'THE STATION MARK IS SET 9.3 M (30.5 FT) WEST OF THE ROAD CENTER, 24.3
 LG0691'M (79.7 FT) SOUTH OF THE HIGHWAY CENTER, 3.2 M (10.5 FT) SOUTH OF A
 LG0691'TELEPHONE PEDESTAL, 1.2 M (3.9 FT) SOUTH OF A STEEL SCRAPER BLADE
 LG0691'PROJECTING 40 CM, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 17.6 M
 LG0691'(57.7 FT) NORTH OF THE NORTH END OF A DRAIN PIPE UNDER A DRIVEWAY TO A
 LG0691'RESIDENCE THAT HAS A BRICK FACE ON THE LOWER FRONT WALL.
 LG0691'DESCRIBED BY R.D.BALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0468 ***********************************************************************
 LG0468  DESIGNATION -  K 365
 LG0468  PID         -  LG0468
 LG0468  STATE/COUNTY-  NE/SALINE
 LG0468  COUNTRY     -  US
 LG0468  USGS QUAD   -  PLEASANT HILL (2017)
 LG0468
 LG0468                         *CURRENT SURVEY CONTROL
 LG0468  ______________________________________________________________________
 LG0468* NAD 83(1986) POSITION- 40 35 47.     (N) 097 07 21.     (W)   SCALED
 LG0468* NAVD 88 ORTHO HEIGHT -   440.158 (meters)     1444.09  (feet) ADJUSTED
 LG0468  ______________________________________________________________________
 LG0468  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 LG0468  DYNAMIC HEIGHT  -        439.914 (meters)     1443.28  (feet) COMP
 LG0468  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 LG0468
 LG0468  VERT ORDER      -  SECOND    CLASS 0
 LG0468
 LG0468.The horizontal coordinates were scaled from a map and have
 LG0468.an estimated accuracy of +/- 6 seconds.
 LG0468
 LG0468.The orthometric height was determined by differential leveling and
 LG0468.adjusted by the NATIONAL GEODETIC SURVEY
 LG0468.in June 1991.
 LG0468
 LG0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0468.GEOID18 height accuracy estimate available here.
 LG0468
 LG0468.Click photographs - Photos may exist for this station.
 LG0468
 LG0468.The dynamic height is computed by dividing the NAVD 88
 LG0468.geopotential number by the normal gravity value computed on the
 LG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0468.degrees latitude (g = 980.6199 gals.).
 LG0468
 LG0468.The modeled gravity was interpolated from observed gravity values.
 LG0468
 LG0468;                    North         East    Units  Estimated Accuracy
 LG0468;SPC NE       -    88,770.      743,470.      MT  (+/- 180 meters Scaled)
 LG0468
 LG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK588956(NAD 83)
 LG0468
 LG0468                          SUPERSEDED SURVEY CONTROL
 LG0468
 LG0468  NGVD 29 (??/??/92)  439.998  (m)         1443.56   (f) ADJ UNCH    2 0
 LG0468
 LG0468.Superseded values are not recommended for survey control.
 LG0468
 LG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0468.See file dsdata.pdf to determine how the superseded data were derived.
 LG0468
 LG0468_MARKER: DB = BENCH MARK DISK
 LG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0468_STAMPING: K 365 1961
 LG0468_MARK LOGO: CGS
 LG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0468+STABILITY: SURFACE MOTION
 LG0468
 LG0468  HISTORY     - Date     Condition        Report By
 LG0468  HISTORY     - 1961     MONUMENTED       CGS
 LG0468
 LG0468                          STATION DESCRIPTION
 LG0468
 LG0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0468'3.8 MI S FROM DORCHESTER.
 LG0468'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0468'FROM THE STATION AT DORCHESTER, THENCE 3.5 MILES SOUTH ALONG
 LG0468'STATE HIGHWAY 15, 82.2 FEET SOUTHWEST OF A T INTERSECTION, 33
 LG0468'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 9.6 FEET SOUTH OF A
 LG0468'FENCE CORNER, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A METAL
 LG0468'WITNESS POST WITH SIGN, 3 FEET LOWER THAN THE ROAD, SET IN TOP
 LG0468'OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0021 ***********************************************************************
 NN0021  DESIGNATION -  K 37
 NN0021  PID         -  NN0021
 NN0021  STATE/COUNTY-  NE/KNOX
 NN0021  COUNTRY     -  US
 NN0021  USGS QUAD   -  NIOBRARA (2017)
 NN0021
 NN0021                         *CURRENT SURVEY CONTROL
 NN0021  ______________________________________________________________________
 NN0021* NAD 83(1986) POSITION- 42 47 27.     (N) 098 07 19.     (W)   SCALED
 NN0021* NAVD 88 ORTHO HEIGHT -   375.739 (meters)     1232.74  (feet) ADJUSTED
 NN0021  ______________________________________________________________________
 NN0021  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 NN0021  DYNAMIC HEIGHT  -        375.613 (meters)     1232.32  (feet) COMP
 NN0021  MODELED GRAVITY -    980,273.5   (mgal)                       NAVD 88
 NN0021
 NN0021  VERT ORDER      -  SECOND    CLASS 0
 NN0021
 NN0021.The horizontal coordinates were scaled from a map and have
 NN0021.an estimated accuracy of +/- 6 seconds.
 NN0021
 NN0021.The orthometric height was determined by differential leveling and
 NN0021.adjusted by the NATIONAL GEODETIC SURVEY
 NN0021.in June 1991.
 NN0021
 NN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0021.GEOID18 height accuracy estimate available here.
 NN0021
 NN0021.Click photographs - Photos may exist for this station.
 NN0021
 NN0021.The dynamic height is computed by dividing the NAVD 88
 NN0021.geopotential number by the normal gravity value computed on the
 NN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0021.degrees latitude (g = 980.6199 gals.).
 NN0021
 NN0021.The modeled gravity was interpolated from observed gravity values.
 NN0021
 NN0021;                    North         East    Units  Estimated Accuracy
 NN0021;SPC NE       -   330,050.      653,630.      MT  (+/- 180 meters Scaled)
 NN0021
 NN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN718379(NAD 83)
 NN0021
 NN0021                          SUPERSEDED SURVEY CONTROL
 NN0021
 NN0021  NGVD 29 (??/??/92)  375.516  (m)         1232.01   (f) ADJ UNCH    2 0
 NN0021
 NN0021.Superseded values are not recommended for survey control.
 NN0021
 NN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0021.See file dsdata.pdf to determine how the superseded data were derived.
 NN0021
 NN0021_MARKER: DB = BENCH MARK DISK
 NN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0021_STAMPING: K 37 1934
 NN0021_MARK LOGO: CGS
 NN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0021+STABILITY: SURFACE MOTION
 NN0021
 NN0021  HISTORY     - Date     Condition        Report By
 NN0021  HISTORY     - 1934     MONUMENTED       CGS
 NN0021
 NN0021                          STATION DESCRIPTION
 NN0021
 NN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0021'4 MI SW FROM VERDEL.
 NN0021'LOCATED 4 MILES SOUTHEAST OF STATION AT VERDEL, 5.2 MILES NORTHWEST
 NN0021'OF STATION AT NIOBRARA, 42 YARDS NORTHWEST OF NORTH END OF
 NN0021'TRESTLE NO. F-168, 49.3 FEET SOUTHWEST OF SOUTHWEST RAIL, 52 FEET
 NN0021'WEST OF CENTERLINE OF R.R. CROSSING, 12.9 FEET SOUTHEAST OF GATE
 NN0021'POST, 1.2 FEET EAST OF FENCE.  STANDARD TABLET SET IN TOP OF
 NN0021'CONCRETE POST 1 INCH HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1275 ***********************************************************************
 NM1275  DESIGNATION -  K 38
 NM1275  PID         -  NM1275
 NM1275  STATE/COUNTY-  NE/PIERCE
 NM1275  COUNTRY     -  US
 NM1275  USGS QUAD   -  PLAINVIEW (2017)
 NM1275
 NM1275                         *CURRENT SURVEY CONTROL
 NM1275  ______________________________________________________________________
 NM1275* NAD 83(1986) POSITION- 42 21 03.     (N) 097 47 23.     (W)   SCALED
 NM1275* NAVD 88 ORTHO HEIGHT -   512.123 (meters)     1680.19  (feet) ADJUSTED
 NM1275  ______________________________________________________________________
 NM1275  GEOID HEIGHT    -        -25.011 (meters)                     GEOID18
 NM1275  DYNAMIC HEIGHT  -        511.933 (meters)     1679.57  (feet) COMP
 NM1275  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 NM1275
 NM1275  VERT ORDER      -  SECOND    CLASS 0
 NM1275
 NM1275.The horizontal coordinates were scaled from a map and have
 NM1275.an estimated accuracy of +/- 6 seconds.
 NM1275
 NM1275.The orthometric height was determined by differential leveling and
 NM1275.adjusted by the NATIONAL GEODETIC SURVEY
 NM1275.in June 1991.
 NM1275
 NM1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1275.GEOID18 height accuracy estimate available here.
 NM1275
 NM1275.Click photographs - Photos may exist for this station.
 NM1275
 NM1275.The dynamic height is computed by dividing the NAVD 88
 NM1275.geopotential number by the normal gravity value computed on the
 NM1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1275.degrees latitude (g = 980.6199 gals.).
 NM1275
 NM1275.The modeled gravity was interpolated from observed gravity values.
 NM1275
 NM1275;                    North         East    Units  Estimated Accuracy
 NM1275;SPC NE       -   281,840.      682,050.      MT  (+/- 180 meters Scaled)
 NM1275
 NM1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM996894(NAD 83)
 NM1275
 NM1275                          SUPERSEDED SURVEY CONTROL
 NM1275
 NM1275  NGVD 29 (??/??/92)  511.939  (m)         1679.59   (f) ADJ UNCH    2 0
 NM1275
 NM1275.Superseded values are not recommended for survey control.
 NM1275
 NM1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1275.See file dsdata.pdf to determine how the superseded data were derived.
 NM1275
 NM1275_MARKER: DB = BENCH MARK DISK
 NM1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1275_STAMPING: K 38 1934
 NM1275_MARK LOGO: CGS
 NM1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1275+STABILITY: SURFACE MOTION
 NM1275
 NM1275  HISTORY     - Date     Condition        Report By
 NM1275  HISTORY     - 1934     MONUMENTED       CGS
 NM1275  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1275
 NM1275                          STATION DESCRIPTION
 NM1275
 NM1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1275'AT PLAINVIEW.
 NM1275'LOCATED AT PLAINVIEW, IN SOUTHEAST CORNER OF CITY PARK, 98 YARDS
 NM1275'SOUTHEAST OF GRAND-STAND, 104 FEET WEST OF CENTERLINE OF (N AND S)
 NM1275'STREET, 40.5 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 20.
 NM1275'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 NM1275
 NM1275                          STATION RECOVERY (1999)
 NM1275
 NM1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1275'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1441 ***********************************************************************
 NM1441  DESIGNATION -  K 39
 NM1441  PID         -  NM1441
 NM1441  STATE/COUNTY-  NE/KNOX
 NM1441  COUNTRY     -  US
 NM1441  USGS QUAD   -  BLOOMFIELD NE (2017)
 NM1441
 NM1441                         *CURRENT SURVEY CONTROL
 NM1441  ______________________________________________________________________
 NM1441* NAD 83(1986) POSITION- 42 44 09.     (N) 097 30 19.     (W)   SCALED
 NM1441* NAVD 88 ORTHO HEIGHT -   433.599 (meters)     1422.57  (feet) ADJUSTED
 NM1441  ______________________________________________________________________
 NM1441  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM1441  DYNAMIC HEIGHT  -        433.462 (meters)     1422.12  (feet) COMP
 NM1441  MODELED GRAVITY -    980,290.6   (mgal)                       NAVD 88
 NM1441
 NM1441  VERT ORDER      -  SECOND    CLASS 0
 NM1441
 NM1441.The horizontal coordinates were scaled from a map and have
 NM1441.an estimated accuracy of +/- 6 seconds.
 NM1441
 NM1441.The orthometric height was determined by differential leveling and
 NM1441.adjusted by the NATIONAL GEODETIC SURVEY
 NM1441.in June 1991.
 NM1441
 NM1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1441.GEOID18 height accuracy estimate available here.
 NM1441
 NM1441.Click photographs - Photos may exist for this station.
 NM1441
 NM1441.The dynamic height is computed by dividing the NAVD 88
 NM1441.geopotential number by the normal gravity value computed on the
 NM1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1441.degrees latitude (g = 980.6199 gals.).
 NM1441
 NM1441.The modeled gravity was interpolated from observed gravity values.
 NM1441
 NM1441;                    North         East    Units  Estimated Accuracy
 NM1441;SPC NE       -   325,220.      704,240.      MT  (+/- 180 meters Scaled)
 NM1441
 NM1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN223325(NAD 83)
 NM1441
 NM1441                          SUPERSEDED SURVEY CONTROL
 NM1441
 NM1441  NGVD 29 (??/??/92)  433.388  (m)         1421.87   (f) ADJ UNCH    2 0
 NM1441
 NM1441.Superseded values are not recommended for survey control.
 NM1441
 NM1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1441.See file dsdata.pdf to determine how the superseded data were derived.
 NM1441
 NM1441_MARKER: DB = BENCH MARK DISK
 NM1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1441_STAMPING: K 39 1934
 NM1441_MARK LOGO: CGS
 NM1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1441+STABILITY: SURFACE MOTION
 NM1441
 NM1441  HISTORY     - Date     Condition        Report By
 NM1441  HISTORY     - 1934     MONUMENTED       CGS
 NM1441
 NM1441                          STATION DESCRIPTION
 NM1441
 NM1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1441'0.5 MI N FROM CROFTON.
 NM1441'0.5 MILE NORTH OF THE JUNCTION OF STATE HWY. 12 AND U.S. HIGHWAY
 NM1441'81 AT CROFTON, 31 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET
 NM1441'NORTH OF CORNER FENCE POST IN SECTION LINE FENCE.  STANDARD
 NM1441'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED K
 NM1441'39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0456 ***********************************************************************
 NP0456  DESIGNATION -  K 4
 NP0456  PID         -  NP0456
 NP0456  STATE/COUNTY-  NE/SIOUX
 NP0456  COUNTRY     -  US
 NP0456  USGS QUAD   -  HARRISON EAST (2017)
 NP0456
 NP0456                         *CURRENT SURVEY CONTROL
 NP0456  ______________________________________________________________________
 NP0456* NAD 83(1986) POSITION- 42 40 57.2    (N) 103 51 18.2    (W)   HD_HELD2
 NP0456* NAVD 88 ORTHO HEIGHT -  1483.162 (meters)     4866.01  (feet) ADJUSTED
 NP0456  ______________________________________________________________________
 NP0456  GEOID HEIGHT    -        -16.230 (meters)                     GEOID18
 NP0456  DYNAMIC HEIGHT  -       1482.288 (meters)     4863.14  (feet) COMP
 NP0456  MODELED GRAVITY -    979,979.8   (mgal)                       NAVD 88
 NP0456
 NP0456  VERT ORDER      -  FIRST     CLASS II
 NP0456
 NP0456.The horizontal coordinates were established by autonomous hand held GPS
 NP0456.observations and have an estimated accuracy of +/- 10 meters.
 NP0456
 NP0456.The orthometric height was determined by differential leveling and
 NP0456.adjusted by the NATIONAL GEODETIC SURVEY
 NP0456.in June 1991.
 NP0456
 NP0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0456.GEOID18 height accuracy estimate available here.
 NP0456
 NP0456.Click photographs - Photos may exist for this station.
 NP0456
 NP0456.The dynamic height is computed by dividing the NAVD 88
 NP0456.geopotential number by the normal gravity value computed on the
 NP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0456.degrees latitude (g = 980.6199 gals.).
 NP0456
 NP0456.The modeled gravity was interpolated from observed gravity values.
 NP0456
 NP0456;                    North         East    Units  Estimated Accuracy
 NP0456;SPC NE       -   323,401.      184,187.      MT  (+/- 10 meters HH2 GPS)
 NP0456
 NP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9380226199(NAD 83)
 NP0456
 NP0456                          SUPERSEDED SURVEY CONTROL
 NP0456
 NP0456  NGVD 29 (??/??/92) 1482.479  (m)         4863.77   (f) ADJ UNCH    1 2
 NP0456
 NP0456.Superseded values are not recommended for survey control.
 NP0456
 NP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0456.See file dsdata.pdf to determine how the superseded data were derived.
 NP0456
 NP0456_MARKER: Q = CHISELED SQUARE
 NP0456_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0456+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2010
 NP0456
 NP0456  HISTORY     - Date     Condition        Report By
 NP0456  HISTORY     - 1902     MONUMENTED       CGS
 NP0456  HISTORY     - 1954     GOOD             CGS
 NP0456  HISTORY     - 20101022 GOOD             GEOCAC
 NP0456
 NP0456                          STATION DESCRIPTION
 NP0456
 NP0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0456'1.5 MI E FROM HARRISON.
 NP0456'1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NP0456'THE STATION AT HARRISON, SIOUX COUNTY, 6-1/2 RAILS EAST OF THE
 NP0456'WEST END OF A SNOW FENCE, 2-1/2 RAILS EAST OF MILEPOST 459, 54
 NP0456'FEET NORTHWEST OF A POLE, 26 FEET NORTH OF THE LINE OF POLES, AND
 NP0456'27 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE BOTTOM OF A
 NP0456'SQUARE HOLE IN THE TOP OF AN INDIANA BEDFORD LIMESTONE POST,
 NP0456'SURROUNDED BY THE LETTERS USBM.
 NP0456
 NP0456                          STATION RECOVERY (2010)
 NP0456
 NP0456'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NP0456'MARK IS ABOUT 165 FT EAST OF A N-S PASTURE FENCE ACROSS THE ABANDONED
 NP0456'RR GRADE AND 3 FEET EAST OF A WOOD WP.  MARK WAS SET IN 1902 AND
 NP0456'PROTRUDES 20 INCHES SHOWING THE UNFINISHED PORTION OF THE STONE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1151 ***********************************************************************
 NM1151  DESIGNATION -  K 40
 NM1151  PID         -  NM1151
 NM1151  STATE/COUNTY-  NE/CEDAR
 NM1151  COUNTRY     -  US
 NM1151  USGS QUAD   -  BELDEN (2017)
 NM1151
 NM1151                         *CURRENT SURVEY CONTROL
 NM1151  ______________________________________________________________________
 NM1151* NAD 83(1986) POSITION- 42 29 07.     (N) 097 10 32.     (W)   SCALED
 NM1151* NAVD 88 ORTHO HEIGHT -   464.189 (meters)     1522.93  (feet) ADJUSTED
 NM1151  ______________________________________________________________________
 NM1151  GEOID HEIGHT    -        -25.358 (meters)                     GEOID18
 NM1151  DYNAMIC HEIGHT  -        464.021 (meters)     1522.38  (feet) COMP
 NM1151  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 NM1151
 NM1151  VERT ORDER      -  SECOND    CLASS 0
 NM1151
 NM1151.The horizontal coordinates were scaled from a map and have
 NM1151.an estimated accuracy of +/- 6 seconds.
 NM1151
 NM1151.The orthometric height was determined by differential leveling and
 NM1151.adjusted by the NATIONAL GEODETIC SURVEY
 NM1151.in June 1991.
 NM1151
 NM1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1151.GEOID18 height accuracy estimate available here.
 NM1151
 NM1151.Click photographs - Photos may exist for this station.
 NM1151
 NM1151.The dynamic height is computed by dividing the NAVD 88
 NM1151.geopotential number by the normal gravity value computed on the
 NM1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1151.degrees latitude (g = 980.6199 gals.).
 NM1151
 NM1151.The modeled gravity was interpolated from observed gravity values.
 NM1151
 NM1151;                    North         East    Units  Estimated Accuracy
 NM1151;SPC NE       -   298,240.      732,130.      MT  (+/- 180 meters Scaled)
 NM1151
 NM1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN499052(NAD 83)
 NM1151
 NM1151                          SUPERSEDED SURVEY CONTROL
 NM1151
 NM1151  NGVD 29 (??/??/92)  463.979  (m)         1522.24   (f) ADJ UNCH    2 0
 NM1151
 NM1151.Superseded values are not recommended for survey control.
 NM1151
 NM1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1151.See file dsdata.pdf to determine how the superseded data were derived.
 NM1151
 NM1151_MARKER: DB = BENCH MARK DISK
 NM1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1151_STAMPING: K 40 1934
 NM1151_MARK LOGO: CGS
 NM1151_PROJECTION: FLUSH
 NM1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1151+STABILITY: SURFACE MOTION
 NM1151
 NM1151  HISTORY     - Date     Condition        Report By
 NM1151  HISTORY     - 1934     MONUMENTED       CGS
 NM1151  HISTORY     - 1966     GOOD             USGS
 NM1151
 NM1151                          STATION DESCRIPTION
 NM1151
 NM1151'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1151'2 MI SE FROM COLERIDGE.
 NM1151'2 MI SE ALONG CHICAGO AND NORTHWESTERN RAILWAY FROM STATION AT
 NM1151'COLERIDGE, CEDAR COUNTY, ABOUT 0.1 MI N THENCE 0.25 MI NW
 NM1151'ALONG RAILROAD FROM COR SECS 14, 15, 22 AND 23, T-29 N.
 NM1151'R-2 W., OPPOSITE MILEPOST 22, 45.1 FT NE OF THE NE RAIL, 1.5 FT
 NM1151'SW OF RIGHT-OF-WAY FENCE, 1.5 FT S OF A METAL WITNESS SIGN, A
 NM1151'STD. DISK STAMPED K-40, 1934 AND SET IN THE TOP OF A CONC POST
 NM1151'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0554 ***********************************************************************
 NP0554  DESIGNATION -  K 416
 NP0554  PID         -  NP0554
 NP0554  STATE/COUNTY-  NE/SIOUX
 NP0554  COUNTRY     -  US
 NP0554  USGS QUAD   -  ORELLA (2017)
 NP0554
 NP0554                         *CURRENT SURVEY CONTROL
 NP0554  ______________________________________________________________________
 NP0554* NAD 83(1986) POSITION- 42 54 03.     (N) 103 34 26.     (W)   SCALED
 NP0554* NAVD 88 ORTHO HEIGHT -  1160.087 (meters)     3806.05  (feet) ADJUSTED
 NP0554  ______________________________________________________________________
 NP0554  GEOID HEIGHT    -        -16.539 (meters)                     GEOID18
 NP0554  DYNAMIC HEIGHT  -       1159.512 (meters)     3804.17  (feet) COMP
 NP0554  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 NP0554
 NP0554  VERT ORDER      -  FIRST     CLASS II
 NP0554
 NP0554.The horizontal coordinates were scaled from a map and have
 NP0554.an estimated accuracy of +/- 6 seconds.
 NP0554
 NP0554.The orthometric height was determined by differential leveling and
 NP0554.adjusted by the NATIONAL GEODETIC SURVEY
 NP0554.in June 1991.
 NP0554
 NP0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0554.GEOID18 height accuracy estimate available here.
 NP0554
 NP0554.Click photographs - Photos may exist for this station.
 NP0554
 NP0554.The dynamic height is computed by dividing the NAVD 88
 NP0554.geopotential number by the normal gravity value computed on the
 NP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0554.degrees latitude (g = 980.6199 gals.).
 NP0554
 NP0554.The modeled gravity was interpolated from observed gravity values.
 NP0554
 NP0554;                    North         East    Units  Estimated Accuracy
 NP0554;SPC NE       -   346,640.      208,210.      MT  (+/- 180 meters Scaled)
 NP0554
 NP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH164507(NAD 83)
 NP0554
 NP0554                          SUPERSEDED SURVEY CONTROL
 NP0554
 NP0554.No superseded survey control is available for this station.
 NP0554
 NP0554_MARKER: I = METAL ROD
 NP0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0554_STAMPING: K 416 1985
 NP0554_MARK LOGO: NGS
 NP0554_PROJECTION: FLUSH
 NP0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0554_ROD/PIPE-DEPTH: 9.8 meters
 NP0554
 NP0554  HISTORY     - Date     Condition        Report By
 NP0554  HISTORY     - 1985     MONUMENTED       NGS
 NP0554
 NP0554                          STATION DESCRIPTION
 NP0554
 NP0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0554'33.5 KM (20.8 MI) NORTH FROM CRAWFORD.
 NP0554'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0554'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0554'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0554'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0554'KM (0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0554'RAILROAD, THENCE 21.7 KM (13.45 MI) NORTH ALONG THE EAST SIDE OF THE
 NP0554'TRACKS, AT A DIRT ROAD LEADING EAST (SUGAR LOAF ROAD), 15.5 METERS
 NP0554'(50.7 FT) EAST OF THE CENTER OF THE ROAD, 9.4 METERS (30.7 FT) NORTH
 NP0554'OF THE CENTER OF THE DIRT ROAD LEADING EAST AND 0.3 METER (1 FT) WEST
 NP0554'OF A FENCE CORNER.
 NP0554'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0554'THE MARK IS 1.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0344 ***********************************************************************
 MN0344  DESIGNATION -  K 417
 MN0344  PID         -  MN0344
 MN0344  STATE/COUNTY-  NE/MORRILL
 MN0344  COUNTRY     -  US
 MN0344  USGS QUAD   -  ANGORA (2017)
 MN0344
 MN0344                         *CURRENT SURVEY CONTROL
 MN0344  ______________________________________________________________________
 MN0344* NAD 83(1986) POSITION- 41 48 20.     (N) 103 09 11.     (W)   SCALED
 MN0344* NAVD 88 ORTHO HEIGHT -  1292.719 (meters)     4241.20  (feet) ADJUSTED
 MN0344  ______________________________________________________________________
 MN0344  GEOID HEIGHT    -        -19.346 (meters)                     GEOID18
 MN0344  DYNAMIC HEIGHT  -       1291.875 (meters)     4238.43  (feet) COMP
 MN0344  MODELED GRAVITY -    979,925.0   (mgal)                       NAVD 88
 MN0344
 MN0344  VERT ORDER      -  FIRST     CLASS II
 MN0344
 MN0344.The horizontal coordinates were scaled from a map and have
 MN0344.an estimated accuracy of +/- 6 seconds.
 MN0344
 MN0344.The orthometric height was determined by differential leveling and
 MN0344.adjusted by the NATIONAL GEODETIC SURVEY
 MN0344.in June 1991.
 MN0344
 MN0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0344.GEOID18 height accuracy estimate available here.
 MN0344
 MN0344.Click photographs - Photos may exist for this station.
 MN0344
 MN0344.The dynamic height is computed by dividing the NAVD 88
 MN0344.geopotential number by the normal gravity value computed on the
 MN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0344.degrees latitude (g = 980.6199 gals.).
 MN0344
 MN0344.The modeled gravity was interpolated from observed gravity values.
 MN0344
 MN0344;                    North         East    Units  Estimated Accuracy
 MN0344;SPC NE       -   223,740.      238,120.      MT  (+/- 180 meters Scaled)
 MN0344
 MN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG534298(NAD 83)
 MN0344
 MN0344                          SUPERSEDED SURVEY CONTROL
 MN0344
 MN0344.No superseded survey control is available for this station.
 MN0344
 MN0344_MARKER: I = METAL ROD
 MN0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0344_STAMPING: K 417 1985
 MN0344_MARK LOGO: NGS
 MN0344_PROJECTION: RECESSED 2 CENTIMETERS
 MN0344_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0344+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 MN0344_ROD/PIPE-DEPTH: 6.1 meters
 MN0344
 MN0344  HISTORY     - Date     Condition        Report By
 MN0344  HISTORY     - 1985     MONUMENTED       NGS
 MN0344  HISTORY     - 20190917 GOOD             NDOT
 MN0344
 MN0344                          STATION DESCRIPTION
 MN0344
 MN0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0344'5.8 KM (3.6 MI) SW FROM ANGORA.
 MN0344'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0344'ANGORA, THENCE 5.71 KM (3.55 MI) SOUTHWEST ALONG US HIGHWAY 385, 0.70
 MN0344'KM (0.45 MI) SOUTHWEST OF THE JUNCTION OF COUNTY ROAD 62 A LINK
 MN0344'LEADING TO SCOTTSBLUFF, AT THE SOUTHWEST END OF A SMALL CUT, 23.2
 MN0344'METERS (76 FT) EAST OF THE HIGHWAY CENTERLINE, 26.2 METERS (85.9 FT)
 MN0344'NORTH OF A CONCRETE RIGHT OF WAY MARKER AND 0.7 METER (2.3 FT) WEST OF
 MN0344'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0344'CAP.
 MN0344'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 MN0344'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MN0344
 MN0344                          STATION RECOVERY (2019)
 MN0344
 MN0344'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 MN0344'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 385 AND NEBRASKA LINK 62A
 MN0344'APPROXIMATELY 3 MI (4.8 KM) SOUTH OF ANGORA, NE., GO SOUTH ON U.S.
 MN0344'HIGHWAY 385 APPROXIMATELY 0.36 MI (0.58 KM) TO THE STATION ON THE LEFT
 MN0344'(EAST) AT MILE POST 084+34.  THE TIES ON THE 1985 STATION DESCRIPTION
 MN0344'ARE STILL ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0374 ***********************************************************************
 MN0374  DESIGNATION -  K 418
 MN0374  PID         -  MN0374
 MN0374  STATE/COUNTY-  NE/CHEYENNE
 MN0374  COUNTRY     -  US
 MN0374  USGS QUAD   -  SIDNEY (2017)
 MN0374
 MN0374                         *CURRENT SURVEY CONTROL
 MN0374  ______________________________________________________________________
 MN0374* NAD 83(1986) POSITION- 41 14 10.     (N) 102 58 22.     (W)   SCALED
 MN0374* NAVD 88 ORTHO HEIGHT -  1300.732 (meters)     4267.48  (feet) ADJUSTED
 MN0374  ______________________________________________________________________
 MN0374  GEOID HEIGHT    -        -19.807 (meters)                     GEOID18
 MN0374  DYNAMIC HEIGHT  -       1299.813 (meters)     4264.47  (feet) COMP
 MN0374  MODELED GRAVITY -    979,872.0   (mgal)                       NAVD 88
 MN0374
 MN0374  VERT ORDER      -  FIRST     CLASS II
 MN0374
 MN0374.The horizontal coordinates were scaled from a map and have
 MN0374.an estimated accuracy of +/- 6 seconds.
 MN0374
 MN0374.The orthometric height was determined by differential leveling and
 MN0374.adjusted by the NATIONAL GEODETIC SURVEY
 MN0374.in June 1991.
 MN0374
 MN0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0374.GEOID18 height accuracy estimate available here.
 MN0374
 MN0374.Click photographs - Photos may exist for this station.
 MN0374
 MN0374.The dynamic height is computed by dividing the NAVD 88
 MN0374.geopotential number by the normal gravity value computed on the
 MN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0374.degrees latitude (g = 980.6199 gals.).
 MN0374
 MN0374.The modeled gravity was interpolated from observed gravity values.
 MN0374
 MN0374;                    North         East    Units  Estimated Accuracy
 MN0374;SPC NE       -   160,030.      250,910.      MT  (+/- 180 meters Scaled)
 MN0374
 MN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF698669(NAD 83)
 MN0374
 MN0374                          SUPERSEDED SURVEY CONTROL
 MN0374
 MN0374.No superseded survey control is available for this station.
 MN0374
 MN0374_MARKER: I = METAL ROD
 MN0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0374_STAMPING: K 418 1985
 MN0374_MARK LOGO: NGS
 MN0374_PROJECTION: FLUSH
 MN0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0374+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 MN0374_ROD/PIPE-DEPTH: 6.7 meters
 MN0374
 MN0374  HISTORY     - Date     Condition        Report By
 MN0374  HISTORY     - 1985     MONUMENTED       NGS
 MN0374  HISTORY     - 20071205 GOOD             NEDR
 MN0374
 MN0374                          STATION DESCRIPTION
 MN0374
 MN0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0374'9.4 KM (5.85 MI) SOUTH FROM GURLEY.
 MN0374'9.41 KM (5.85 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0374'STREET AT GURLEY, AT A GRAVEL CROSS ROADS, 25.9 METERS (84.8 FT) EAST
 MN0374'OF THE HIGHWAY CENTERLINE, 45.1 METERS (148 FT) NORTH OF THE CENTER OF
 MN0374'THE ROAD, 34.8 METERS (114 FT) NORTH OF A FENCE CORNER, 35.1 METERS
 MN0374'(115 FT) NORTH OF A TELEPHONE CABLE JUNCTION BOX AND 0.3 METER (1 FT)
 MN0374'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0374'LOGO CAP.
 MN0374'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0374'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 MN0374
 MN0374                          STATION RECOVERY (2007)
 MN0374
 MN0374'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0339 ***********************************************************************
 MM0339  DESIGNATION -  K 422
 MM0339  PID         -  MM0339
 MM0339  STATE/COUNTY-  NE/KEITH
 MM0339  COUNTRY     -  US
 MM0339  USGS QUAD   -  BRULE (2017)
 MM0339
 MM0339                         *CURRENT SURVEY CONTROL
 MM0339  ______________________________________________________________________
 MM0339* NAD 83(1986) POSITION- 41 05 26.0    (N) 101 56 26.8    (W)   HD_HELD2
 MM0339* NAVD 88 ORTHO HEIGHT -  1014.740 (meters)     3329.19  (feet) ADJUSTED
 MM0339  ______________________________________________________________________
 MM0339  GEOID HEIGHT    -        -20.743 (meters)                     GEOID18
 MM0339  DYNAMIC HEIGHT  -       1014.096 (meters)     3327.08  (feet) COMP
 MM0339  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 MM0339
 MM0339  VERT ORDER      -  FIRST     CLASS II
 MM0339
 MM0339.The horizontal coordinates were established by autonomous hand held GPS
 MM0339.observations and have an estimated accuracy of +/- 10 meters.
 MM0339
 MM0339.The orthometric height was determined by differential leveling and
 MM0339.adjusted by the NATIONAL GEODETIC SURVEY
 MM0339.in June 1991.
 MM0339
 MM0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0339.GEOID18 height accuracy estimate available here.
 MM0339
 MM0339.Click photographs - Photos may exist for this station.
 MM0339
 MM0339.The dynamic height is computed by dividing the NAVD 88
 MM0339.geopotential number by the normal gravity value computed on the
 MM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0339.degrees latitude (g = 980.6199 gals.).
 MM0339
 MM0339.The modeled gravity was interpolated from observed gravity values.
 MM0339
 MM0339;                    North         East    Units  Estimated Accuracy
 MM0339;SPC NE       -   141,414.      337,001.      MT  (+/- 10 meters HH2 GPS)
 MM0339
 MM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5299952977(NAD 83)
 MM0339
 MM0339                          SUPERSEDED SURVEY CONTROL
 MM0339
 MM0339  NGVD 29 (02/14/92) 1014.290  (m)         3327.72   (f) ADJUSTED    1 2
 MM0339
 MM0339.Superseded values are not recommended for survey control.
 MM0339
 MM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0339.See file dsdata.pdf to determine how the superseded data were derived.
 MM0339
 MM0339_MARKER: I = METAL ROD
 MM0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0339_STAMPING: K 422 1986
 MM0339_MARK LOGO: NGS
 MM0339_PROJECTION: FLUSH
 MM0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0339_ROD/PIPE-DEPTH: 18.3 meters
 MM0339
 MM0339  HISTORY     - Date     Condition        Report By
 MM0339  HISTORY     - 1986     MONUMENTED       NGS
 MM0339
 MM0339                          STATION DESCRIPTION
 MM0339
 MM0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0339'4.6 KM (2.85 MI) WEST FROM BRULE.
 MM0339'4.6 KM (2.85 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0339'ROUTE 51 A IN BRULE, AT A SECTION LINE TRACK ROAD LEADING SOUTH AND
 MM0339'IN-LINE WITH A NORTH SOUTH POWER LINE, 30.5 METERS (100 FT) SOUTH OF
 MM0339'THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) EAST OF THE CENTER OF THE
 MM0339'ROAD, 3.7 METERS (12 FT) NORTH-NORTHEAST OF A POWER LINE, 0.3 METER (1
 MM0339'FT) NORTHEAST OF A CONCRETE RIGHT OF WAY POST AND A STEEL GRADER BLADE
 MM0339'AND 0.5 METER (1.8 FT) NORTH OF A WOODEN FENCE POST.  NOTE--ACCESS TO
 MM0339'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0339'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 MM0339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0959 ***********************************************************************
 LH0959  DESIGNATION -  K 423
 LH0959  PID         -  LH0959
 LH0959  STATE/COUNTY-  NE/FURNAS
 LH0959  COUNTRY     -  US
 LH0959  USGS QUAD   -  HENDLEY (2017)
 LH0959
 LH0959                         *CURRENT SURVEY CONTROL
 LH0959  ______________________________________________________________________
 LH0959* NAD 83(1986) POSITION- 40 13 13.     (N) 099 53 33.     (W)   SCALED
 LH0959* NAVD 88 ORTHO HEIGHT -   713.419 (meters)     2340.61  (feet) ADJUSTED
 LH0959  ______________________________________________________________________
 LH0959  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 LH0959  DYNAMIC HEIGHT  -        712.964 (meters)     2339.12  (feet) COMP
 LH0959  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 LH0959
 LH0959  VERT ORDER      -  FIRST     CLASS II
 LH0959
 LH0959.The horizontal coordinates were scaled from a map and have
 LH0959.an estimated accuracy of +/- 6 seconds.
 LH0959
 LH0959.The orthometric height was determined by differential leveling and
 LH0959.adjusted by the NATIONAL GEODETIC SURVEY
 LH0959.in June 1991.
 LH0959
 LH0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0959.GEOID18 height accuracy estimate available here.
 LH0959
 LH0959.Click photographs - Photos may exist for this station.
 LH0959
 LH0959.The dynamic height is computed by dividing the NAVD 88
 LH0959.geopotential number by the normal gravity value computed on the
 LH0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0959.degrees latitude (g = 980.6199 gals.).
 LH0959
 LH0959.The modeled gravity was interpolated from observed gravity values.
 LH0959
 LH0959;                    North         East    Units  Estimated Accuracy
 LH0959;SPC NE       -    42,970.      509,150.      MT  (+/- 180 meters Scaled)
 LH0959
 LH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240525(NAD 83)
 LH0959
 LH0959                          SUPERSEDED SURVEY CONTROL
 LH0959
 LH0959  NGVD 29 (02/14/92)  713.131  (m)         2339.66   (f) ADJUSTED    1 2
 LH0959
 LH0959.Superseded values are not recommended for survey control.
 LH0959
 LH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0959.See file dsdata.pdf to determine how the superseded data were derived.
 LH0959
 LH0959_MARKER: I = METAL ROD
 LH0959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0959_STAMPING: K 423 1986
 LH0959_MARK LOGO: NGS
 LH0959_PROJECTION: FLUSH
 LH0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0959_ROD/PIPE-DEPTH: 12.2 meters
 LH0959
 LH0959  HISTORY     - Date     Condition        Report By
 LH0959  HISTORY     - 1986     MONUMENTED       NGS
 LH0959
 LH0959                          STATION DESCRIPTION
 LH0959
 LH0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0959'9.6 KM (5.95 MI) SOUTH FROM ARAPAHOE.
 LH0959'9.65 KM (6.0 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0959'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE JUNCTION
 LH0959'OF A DIRT ROAD, 0.19 KM (0.12 MI) NORTH OF MILEPOST 15, 20.3 METERS
 LH0959'(66.5 FT) WEST OF THE HIGHWAY CENTERLINE, 98.1 METERS (322 FT) NORTH
 LH0959'OF THE CENTER OF THE ROAD AND 1.2 METERS (4 FT) EAST OF THE 1ST POWER
 LH0959'POLE NORTH OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0959'5-INCH LOGO CAP.
 LH0959'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0959'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0313 ***********************************************************************
 MM0313  DESIGNATION -  K 424
 MM0313  PID         -  MM0313
 MM0313  STATE/COUNTY-  NE/LINCOLN
 MM0313  COUNTRY     -  US
 MM0313  USGS QUAD   -  HERSHEY WEST (2017)
 MM0313
 MM0313                         *CURRENT SURVEY CONTROL
 MM0313  ______________________________________________________________________
 MM0313* NAD 83(1986) POSITION- 41 09 45.     (N) 101 01 17.     (W)   SCALED
 MM0313* NAVD 88 ORTHO HEIGHT -   886.746 (meters)     2909.27  (feet) ADJUSTED
 MM0313  ______________________________________________________________________
 MM0313  GEOID HEIGHT    -        -21.933 (meters)                     GEOID18
 MM0313  DYNAMIC HEIGHT  -        886.218 (meters)     2907.53  (feet) COMP
 MM0313  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 MM0313
 MM0313  VERT ORDER      -  FIRST     CLASS II
 MM0313
 MM0313.The horizontal coordinates were scaled from a map and have
 MM0313.an estimated accuracy of +/- 6 seconds.
 MM0313
 MM0313.The orthometric height was determined by differential leveling and
 MM0313.adjusted by the NATIONAL GEODETIC SURVEY
 MM0313.in June 1991.
 MM0313
 MM0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0313.GEOID18 height accuracy estimate available here.
 MM0313
 MM0313.Click photographs - Photos may exist for this station.
 MM0313
 MM0313.The dynamic height is computed by dividing the NAVD 88
 MM0313.geopotential number by the normal gravity value computed on the
 MM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0313.degrees latitude (g = 980.6199 gals.).
 MM0313
 MM0313.The modeled gravity was interpolated from observed gravity values.
 MM0313
 MM0313;                    North         East    Units  Estimated Accuracy
 MM0313;SPC NE       -   148,080.      414,310.      MT  (+/- 180 meters Scaled)
 MM0313
 MM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL304587(NAD 83)
 MM0313
 MM0313                          SUPERSEDED SURVEY CONTROL
 MM0313
 MM0313  NGVD 29 (02/14/92)  886.364  (m)         2908.01   (f) ADJUSTED    1 2
 MM0313
 MM0313.Superseded values are not recommended for survey control.
 MM0313
 MM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0313.See file dsdata.pdf to determine how the superseded data were derived.
 MM0313
 MM0313_MARKER: I = METAL ROD
 MM0313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0313_STAMPING: K 424 1986
 MM0313_MARK LOGO: NGS
 MM0313_PROJECTION: FLUSH
 MM0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0313_ROD/PIPE-DEPTH: 19.2 meters
 MM0313
 MM0313  HISTORY     - Date     Condition        Report By
 MM0313  HISTORY     - 1986     MONUMENTED       NGS
 MM0313
 MM0313                          STATION DESCRIPTION
 MM0313
 MM0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0313'1.6 KM (1.0 MI) WEST FROM HERSHEY.
 MM0313'1.58 KM (1.0 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0313'HIGHWAY 56 C AT HERSHEY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 MM0313'GRAVEL ROAD, 0.37 KM (0.23 MI) EAST OF MILEPOST 163, 21.3 METERS (70
 MM0313'FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.5 METERS (15 FT) SOUTH OF THE
 MM0313'EAST END OF A 24-INCH METAL PIPE CULVERT, 3.8 METERS (12.5 FT) EAST OF
 MM0313'THE CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF THE WEST END OF A
 MM0313'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0313'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0313'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0981 ***********************************************************************
 LH0981  DESIGNATION -  K 425
 LH0981  PID         -  LH0981
 LH0981  STATE/COUNTY-  NE/GOSPER
 LH0981  COUNTRY     -  US
 LH0981  USGS QUAD   -  ELWOOD (2017)
 LH0981
 LH0981                         *CURRENT SURVEY CONTROL
 LH0981  ______________________________________________________________________
 LH0981* NAD 83(1986) POSITION- 40 36 19.     (N) 099 50 58.     (W)   SCALED
 LH0981* NAVD 88 ORTHO HEIGHT -   805.462 (meters)     2642.59  (feet) ADJUSTED
 LH0981  ______________________________________________________________________
 LH0981  GEOID HEIGHT    -        -24.196 (meters)                     GEOID18
 LH0981  DYNAMIC HEIGHT  -        804.951 (meters)     2640.91  (feet) COMP
 LH0981  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 LH0981
 LH0981  VERT ORDER      -  FIRST     CLASS II
 LH0981
 LH0981.The horizontal coordinates were scaled from a map and have
 LH0981.an estimated accuracy of +/- 6 seconds.
 LH0981
 LH0981.The orthometric height was determined by differential leveling and
 LH0981.adjusted by the NATIONAL GEODETIC SURVEY
 LH0981.in June 1991.
 LH0981
 LH0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0981.GEOID18 height accuracy estimate available here.
 LH0981
 LH0981.Click photographs - Photos may exist for this station.
 LH0981
 LH0981.The dynamic height is computed by dividing the NAVD 88
 LH0981.geopotential number by the normal gravity value computed on the
 LH0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0981.degrees latitude (g = 980.6199 gals.).
 LH0981
 LH0981.The modeled gravity was interpolated from observed gravity values.
 LH0981
 LH0981;                    North         East    Units  Estimated Accuracy
 LH0981;SPC NE       -    85,720.      512,740.      MT  (+/- 180 meters Scaled)
 LH0981
 LH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK281952(NAD 83)
 LH0981
 LH0981                          SUPERSEDED SURVEY CONTROL
 LH0981
 LH0981  NGVD 29 (02/14/92)  805.159  (m)         2641.59   (f) ADJUSTED    1 2
 LH0981
 LH0981.Superseded values are not recommended for survey control.
 LH0981
 LH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0981.See file dsdata.pdf to determine how the superseded data were derived.
 LH0981
 LH0981_MARKER: I = METAL ROD
 LH0981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0981_STAMPING: K 425 1986
 LH0981_MARK LOGO: NGS
 LH0981_PROJECTION: FLUSH
 LH0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0981_ROD/PIPE-DEPTH: 13.4 meters
 LH0981
 LH0981  HISTORY     - Date     Condition        Report By
 LH0981  HISTORY     - 1986     MONUMENTED       NGS
 LH0981
 LH0981                          STATION DESCRIPTION
 LH0981
 LH0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0981'2.3 KM (1.4 MI) NORTH FROM ELWOOD.
 LH0981'2.37 KM (1.48 MI) NORTH ALONG US HIGHWAY 283 FROM THE COURTHOUSE AT
 LH0981'ELWOOD, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD AND THE
 LH0981'T JUNCTION OF A PRIVATE DRIVEWAY, 0.78 KM (0.49 MI) SOUTH OF MILEPOST
 LH0981'43, 19.2 METERS (63 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.6
 LH0981'METERS (25 FT) SOUTH OF THE CENTER OF THE DRIVEWAY, 1.8 METERS (6 FT)
 LH0981'NORTHEAST OF A POWER POLE USED AS A FENCE CORNER AND 0.9 METER (3 FT)
 LH0981'SOUTHWEST OF A RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS
 LH0981'HAD THROUGH A 5-INCH LOGO CAP.
 LH0981'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH0981'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0349 ***********************************************************************
 LJ0349  DESIGNATION -  K 426
 LJ0349  PID         -  LJ0349
 LJ0349  STATE/COUNTY-  NE/DAWSON
 LJ0349  COUNTRY     -  US
 LJ0349  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0349
 LJ0349                         *CURRENT SURVEY CONTROL
 LJ0349  ______________________________________________________________________
 LJ0349* NAD 83(1986) POSITION- 40 54 07.     (N) 100 06 24.     (W)   SCALED
 LJ0349* NAVD 88 ORTHO HEIGHT -   774.002 (meters)     2539.37  (feet) ADJUSTED
 LJ0349  ______________________________________________________________________
 LJ0349  GEOID HEIGHT    -        -23.204 (meters)                     GEOID18
 LJ0349  DYNAMIC HEIGHT  -        773.545 (meters)     2537.87  (feet) COMP
 LJ0349  MODELED GRAVITY -    980,007.7   (mgal)                       NAVD 88
 LJ0349
 LJ0349  VERT ORDER      -  FIRST     CLASS II
 LJ0349
 LJ0349.The horizontal coordinates were scaled from a map and have
 LJ0349.an estimated accuracy of +/- 6 seconds.
 LJ0349
 LJ0349.The orthometric height was determined by differential leveling and
 LJ0349.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0349.in June 1991.
 LJ0349
 LJ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0349.GEOID18 height accuracy estimate available here.
 LJ0349
 LJ0349.Click photographs - Photos may exist for this station.
 LJ0349
 LJ0349.The dynamic height is computed by dividing the NAVD 88
 LJ0349.geopotential number by the normal gravity value computed on the
 LJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0349.degrees latitude (g = 980.6199 gals.).
 LJ0349
 LJ0349.The modeled gravity was interpolated from observed gravity values.
 LJ0349
 LJ0349;                    North         East    Units  Estimated Accuracy
 LJ0349;SPC NE       -   118,650.      491,020.      MT  (+/- 180 meters Scaled)
 LJ0349
 LJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML067284(NAD 83)
 LJ0349
 LJ0349                          SUPERSEDED SURVEY CONTROL
 LJ0349
 LJ0349  NGVD 29 (02/14/92)  773.699  (m)         2538.38   (f) ADJUSTED    1 2
 LJ0349
 LJ0349.Superseded values are not recommended for survey control.
 LJ0349
 LJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0349.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0349
 LJ0349_MARKER: F = FLANGE-ENCASED ROD
 LJ0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0349_STAMPING: K 426 1986
 LJ0349_MARK LOGO: NGS
 LJ0349_PROJECTION: FLUSH
 LJ0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0349_ROD/PIPE-DEPTH: 12.2 meters
 LJ0349
 LJ0349  HISTORY     - Date     Condition        Report By
 LJ0349  HISTORY     - 1986     MONUMENTED       NGS
 LJ0349  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0349
 LJ0349                          STATION DESCRIPTION
 LJ0349
 LJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0349'5.5 KM (3.4 MI) SE FROM GOTHENBURG.
 LJ0349'5.48 KM (3.4 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF
 LJ0349'STATE HIGHWAY 47 AT GOTHENBURG, 0.39 KM (0.24 MI) NORTHWEST OF
 LJ0349'MILEPOST 217, 27.1 METERS (89 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 LJ0349'12.8 METERS (42 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 LJ0349'SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 0.8 METER (2.5 FT)
 LJ0349'NORTHWEST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LJ0349'THROUGH A 5-INCH LOGO CAP.
 LJ0349'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0349'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LJ0349
 LJ0349                          STATION RECOVERY (1999)
 LJ0349
 LJ0349'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 LJ0349'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0349'CONSTRUCTION.  BENCH MARK K 426 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0349'NEARBY.  FOR ADDITONAL DETAILS, SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9330 ***********************************************************************
 AI9330  DESIGNATION -  K 426 RESET
 AI9330  PID         -  AI9330
 AI9330  STATE/COUNTY-  NE/DAWSON
 AI9330  COUNTRY     -  US
 AI9330  USGS QUAD   -  WILLOW ISLAND (2017)
 AI9330
 AI9330                         *CURRENT SURVEY CONTROL
 AI9330  ______________________________________________________________________
 AI9330* NAD 83(1986) POSITION- 40 54 07.     (N) 100 06 24.     (W)   SCALED
 AI9330* NAVD 88 ORTHO HEIGHT -   774.84  (meters)     2542.1   (feet) RESET
 AI9330  ______________________________________________________________________
 AI9330  GEOID HEIGHT    -        -23.204 (meters)                     GEOID18
 AI9330  VERT ORDER      -  THIRD
 AI9330
 AI9330.The horizontal coordinates were scaled from a map and have
 AI9330.an estimated accuracy of +/- 6 seconds.
 AI9330
 AI9330.The orthometric height was computed from unverified reset data.
 AI9330
 AI9330.No vertical observational check was made to the station.
 AI9330
 AI9330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9330.GEOID18 height accuracy estimate available here.
 AI9330
 AI9330.Click photographs - Photos may exist for this station.
 AI9330
 AI9330;                    North         East    Units  Estimated Accuracy
 AI9330;SPC NE       -   118,650.      491,020.      MT  (+/- 180 meters Scaled)
 AI9330
 AI9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML067284(NAD 83)
 AI9330
 AI9330                          SUPERSEDED SURVEY CONTROL
 AI9330
 AI9330.No superseded survey control is available for this station.
 AI9330
 AI9330_MARKER: DV = VERTICAL CONTROL DISK
 AI9330_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI9330_SP_SET: MEDIUM CULVERT HEADWALL
 AI9330_STAMPING: K 426 RESET 1999
 AI9330_MARK LOGO: NGS
 AI9330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9330+STABILITY: SURFACE MOTION
 AI9330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9330+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9330
 AI9330  HISTORY     - Date     Condition        Report By
 AI9330  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9330
 AI9330                          STATION DESCRIPTION
 AI9330
 AI9330'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 AI9330'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 30 AND LAKE AVENUE, IN
 AI9330'GOTHENBURG, GO EAST ON HIGHWAY 30 AND ALONG THE UNION PACIFIC RAILROAD
 AI9330'FOR 3.3 MI (5.3 KM) TO THE BENCH MARK, IN THE NE1/4, SEC30, T11N, R24W
 AI9330'AND SET INTO THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AI9330'CONCRETE BOX CULVERT UNDER THE TRACKS, 720 FT (219.5 M) EAST-SOUTHEAST
 AI9330'FROM THE CENTERLINE OF A PRIVATE DRIVE, 107 FT (32.6 M)
 AI9330'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.90 FT (7.28 M)
 AI9330'NORTH-NORTHEAST OF THE NORTHERNMOST RAIL OF 3 SETS OF TRACKS AND 0.75
 AI9330'FT (22.86 CM) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2127 ***********************************************************************
 MK2127  DESIGNATION -  K 428
 MK2127  PID         -  MK2127
 MK2127  STATE/COUNTY-  NE/DOUGLAS
 MK2127  COUNTRY     -  US
 MK2127  USGS QUAD   -  IRVINGTON (2017)
 MK2127
 MK2127                         *CURRENT SURVEY CONTROL
 MK2127  ______________________________________________________________________
 MK2127* NAD 83(1986) POSITION- 41 15 48.     (N) 096 04 32.     (W)   SCALED
 MK2127* NAVD 88 ORTHO HEIGHT -   343.626 (meters)     1127.38  (feet) ADJUSTED
 MK2127  ______________________________________________________________________
 MK2127  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 MK2127  DYNAMIC HEIGHT  -        343.480 (meters)     1126.90  (feet) COMP
 MK2127  MODELED GRAVITY -    980,188.8   (mgal)                       NAVD 88
 MK2127
 MK2127  VERT ORDER      -  FIRST     CLASS II
 MK2127
 MK2127.The horizontal coordinates were scaled from a map and have
 MK2127.an estimated accuracy of +/- 6 seconds.
 MK2127
 MK2127.The orthometric height was determined by differential leveling and
 MK2127.adjusted by the NATIONAL GEODETIC SURVEY
 MK2127.in June 1991.
 MK2127
 MK2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2127.GEOID18 height accuracy estimate available here.
 MK2127
 MK2127.Click photographs - Photos may exist for this station.
 MK2127
 MK2127.The dynamic height is computed by dividing the NAVD 88
 MK2127.geopotential number by the normal gravity value computed on the
 MK2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2127.degrees latitude (g = 980.6199 gals.).
 MK2127
 MK2127.The modeled gravity was interpolated from observed gravity values.
 MK2127
 MK2127;                    North         East    Units  Estimated Accuracy
 MK2127;SPC NE       -   166,230.      828,640.      MT  (+/- 180 meters Scaled)
 MK2127
 MK2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL449721(NAD 83)
 MK2127
 MK2127                          SUPERSEDED SURVEY CONTROL
 MK2127
 MK2127.No superseded survey control is available for this station.
 MK2127
 MK2127_MARKER: DV = VERTICAL CONTROL DISK
 MK2127_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2127_SP_SET: PIER
 MK2127_STAMPING: K 428 1989
 MK2127_MARK LOGO: NGS
 MK2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2127+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2127
 MK2127  HISTORY     - Date     Condition        Report By
 MK2127  HISTORY     - 1989     MONUMENTED       NGS
 MK2127
 MK2127                          STATION DESCRIPTION
 MK2127
 MK2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2127'IN OMAHA, AT THE INSERSECTION OF INTERSTATE HIGHWAY 680 AND DODGE
 MK2127'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 4
 MK2127'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE WESTBOUND
 MK2127'HIGHWAY OVERPASS OF THE STREET, 6.3 M (20.7 FT) EAST OF THE CENTER OF
 MK2127'AN EXIT RAMP, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE RAMP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5252 ***********************************************************************
 DG5252  DESIGNATION -  K 428 RESET
 DG5252  PID         -  DG5252
 DG5252  STATE/COUNTY-  NE/DOUGLAS
 DG5252  COUNTRY     -  US
 DG5252  USGS QUAD   -  IRVINGTON (2017)
 DG5252
 DG5252                         *CURRENT SURVEY CONTROL
 DG5252  ______________________________________________________________________
 DG5252* NAD 83(1986) POSITION- 41 15 41.7    (N) 096 04 25.2    (W)   HD_HELD2
 DG5252* NAVD 88 ORTHO HEIGHT -   339.86  (meters)     1115.0   (feet) RESET
 DG5252  ______________________________________________________________________
 DG5252  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 DG5252  VERT ORDER      -  THIRD
 DG5252
 DG5252.The horizontal coordinates were established by autonomous hand held GPS
 DG5252.observations and have an estimated accuracy of +/- 10 meters.
 DG5252
 DG5252.The orthometric height was computed from unverified reset data.
 DG5252
 DG5252.No vertical observational check was made to the station.
 DG5252
 DG5252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5252.GEOID18 height accuracy estimate available here.
 DG5252
 DG5252.Click photographs - Photos may exist for this station.
 DG5252
 DG5252;                    North         East    Units  Estimated Accuracy
 DG5252;SPC NE       -   166,040.      828,811.      MT  (+/- 10 meters HH2 GPS)
 DG5252
 DG5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4514771926(NAD 83)
 DG5252
 DG5252                          SUPERSEDED SURVEY CONTROL
 DG5252
 DG5252.No superseded survey control is available for this station.
 DG5252
 DG5252_MARKER: DV = VERTICAL CONTROL DISK
 DG5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5252_STAMPING: K 428 RESET 2002
 DG5252_MARK LOGO: NGS
 DG5252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5252+STABILITY: SURFACE MOTION
 DG5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5252+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2011
 DG5252
 DG5252  HISTORY     - Date     Condition        Report By
 DG5252  HISTORY     - 2002     MONUMENTED       NEDR
 DG5252  HISTORY     - 20070801 GOOD             GEOCAC
 DG5252  HISTORY     - 20110126 GOOD             INDIV
 DG5252
 DG5252                          STATION DESCRIPTION
 DG5252
 DG5252'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (LB)
 DG5252'FROM I-680 AND PACIFIC STREET IN OMAHA, GO NORTHEASTERLY ON I-680
 DG5252'APPROXIMATELY 1.1 MILE USING EAST DODGE OFF RAMP TO BM ON SOUTHEAST
 DG5252'SIDE OF RAMP NEAR ROW FENCE.
 DG5252
 DG5252                          STATION RECOVERY (2007)
 DG5252
 DG5252'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 DG5252'RECOVERED IN GOOD CONDITION.
 DG5252
 DG5252                          STATION RECOVERY (2011)
 DG5252
 DG5252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 DG5252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1366 ***********************************************************************
 MJ1366  DESIGNATION -  K 429
 MJ1366  PID         -  MJ1366
 MJ1366  STATE/COUNTY-  NE/DOUGLAS
 MJ1366  COUNTRY     -  US
 MJ1366  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1366
 MJ1366                         *CURRENT SURVEY CONTROL
 MJ1366  ______________________________________________________________________
 MJ1366* NAD 83(1986) POSITION- 41 17 34.84   (N) 095 57 07.10   (W)   HD_HELD1
 MJ1366* NAVD 88 ORTHO HEIGHT -   318.334 (meters)     1044.40  (feet) ADJUSTED
 MJ1366  ______________________________________________________________________
 MJ1366  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 MJ1366  DYNAMIC HEIGHT  -        318.199 (meters)     1043.96  (feet) COMP
 MJ1366  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 MJ1366
 MJ1366  VERT ORDER      -  FIRST     CLASS II
 MJ1366
 MJ1366.The horizontal coordinates were determined by differentially corrected
 MJ1366.hand held GPS observations or other comparable positioning techniques
 MJ1366.and have an estimated accuracy of +/- 3 meters.
 MJ1366
 MJ1366.The orthometric height was determined by differential leveling and
 MJ1366.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1366.in June 1991.
 MJ1366
 MJ1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1366.GEOID18 height accuracy estimate available here.
 MJ1366
 MJ1366.Click photographs - Photos may exist for this station.
 MJ1366
 MJ1366.The dynamic height is computed by dividing the NAVD 88
 MJ1366.geopotential number by the normal gravity value computed on the
 MJ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1366.degrees latitude (g = 980.6199 gals.).
 MJ1366
 MJ1366.The modeled gravity was interpolated from observed gravity values.
 MJ1366
 MJ1366;                    North         East    Units  Estimated Accuracy
 MJ1366;SPC NE       -   169,994.9     838,831.6     MT  (+/- 3 meters HH1 GPS) 
 MJ1366
 MJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5282375488(NAD 83)
 MJ1366
 MJ1366                          SUPERSEDED SURVEY CONTROL
 MJ1366
 MJ1366.No superseded survey control is available for this station.
 MJ1366
 MJ1366_MARKER: I = METAL ROD
 MJ1366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1366_STAMPING: K 429 1989
 MJ1366_MARK LOGO: NGS
 MJ1366_PROJECTION: FLUSH
 MJ1366_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1366+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1366_ROD/PIPE-DEPTH: 16.9 meters
 MJ1366
 MJ1366  HISTORY     - Date     Condition        Report By
 MJ1366  HISTORY     - 1989     MONUMENTED       NGS
 MJ1366  HISTORY     - 20100429 GOOD             INDIV
 MJ1366
 MJ1366                          STATION DESCRIPTION
 MJ1366
 MJ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1366'IN OMAHA, AT THE INTERSECTION OF 27TH AND MANDERSON STREETS, 26.4 M
 MJ1366'(86.6 FT) SOUTH OF THE EXTENDED CENTER OF MANDERSON STREET, 24.2 M
 MJ1366'(79.4 FT) NORTH OF THE EXTENDED CENTER OF THE PLATT STREET PEDESTRIAN
 MJ1366'OVERCROSSING OF U.S. HIGHWAY 75, 15.8 M (51.8 FT) WEST OF THE
 MJ1366'EXTENDED CENTER OF 27TH STREET, 10.5 M (34.4 FT) NORTHWEST OF THE
 MJ1366'NORTHWEST EDGE OF A SIDEWALK, 3.1 M (10.2 FT) ABOVE THE LEVEL OF THE
 MJ1366'STREET, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.
 MJ1366'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MJ1366
 MJ1366                          STATION RECOVERY (2010)
 MJ1366
 MJ1366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MJ1366'REAL TIME NETWORK GPS OBSERVATION.
 MJ1366'41 17'34.850''N     95 57'07.007''W
 MJ1366'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0527 ***********************************************************************
 NO0527  DESIGNATION -  K 431
 NO0527  PID         -  NO0527
 NO0527  STATE/COUNTY-  NE/CHERRY
 NO0527  COUNTRY     -  US
 NO0527  USGS QUAD   -  ELL LAKE (2017)
 NO0527
 NO0527                         *CURRENT SURVEY CONTROL
 NO0527  ______________________________________________________________________
 NO0527* NAD 83(1986) POSITION- 42 40 15.     (N) 100 32 11.     (W)   SCALED
 NO0527* NAVD 88 ORTHO HEIGHT -   876.432 (meters)     2875.43  (feet) ADJUSTED
 NO0527  ______________________________________________________________________
 NO0527  GEOID HEIGHT    -        -21.598 (meters)                     GEOID18
 NO0527  DYNAMIC HEIGHT  -        876.048 (meters)     2874.17  (feet) COMP
 NO0527  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 NO0527
 NO0527  VERT ORDER      -  FIRST     CLASS II
 NO0527
 NO0527.The horizontal coordinates were scaled from a map and have
 NO0527.an estimated accuracy of +/- 6 seconds.
 NO0527
 NO0527.The orthometric height was determined by differential leveling and
 NO0527.adjusted by the NATIONAL GEODETIC SURVEY
 NO0527.in June 1994.
 NO0527
 NO0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0527.GEOID18 height accuracy estimate available here.
 NO0527
 NO0527.Click photographs - Photos may exist for this station.
 NO0527
 NO0527.The dynamic height is computed by dividing the NAVD 88
 NO0527.geopotential number by the normal gravity value computed on the
 NO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0527.degrees latitude (g = 980.6199 gals.).
 NO0527
 NO0527.The modeled gravity was interpolated from observed gravity values.
 NO0527
 NO0527;                    North         East    Units  Estimated Accuracy
 NO0527;SPC NE       -   315,190.      456,040.      MT  (+/- 180 meters Scaled)
 NO0527
 NO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741254(NAD 83)
 NO0527
 NO0527                          SUPERSEDED SURVEY CONTROL
 NO0527
 NO0527  NGVD 29 (02/14/92)  876.138  (m)         2874.46   (f) ADJUSTED    1 2
 NO0527
 NO0527.Superseded values are not recommended for survey control.
 NO0527
 NO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0527.See file dsdata.pdf to determine how the superseded data were derived.
 NO0527
 NO0527_MARKER: I = METAL ROD
 NO0527_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0527_STAMPING: K 431 1991
 NO0527_MARK LOGO: NGS
 NO0527_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0527_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0527+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0527_ROD/PIPE-DEPTH: 14.5 meters
 NO0527_SLEEVE-DEPTH  : 0.9 meters
 NO0527
 NO0527  HISTORY     - Date     Condition        Report By
 NO0527  HISTORY     - 1991     MONUMENTED       NGS
 NO0527
 NO0527                          STATION DESCRIPTION
 NO0527
 NO0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0527'25.0 KM (15.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0527'OF U.S. HIGHWAY 20 IN VALENTINE, 22.2 M (72.8 FT) WEST OF THE
 NO0527'HIGHWAY CENTERLINE, 2.2 M (7.2 FT) SOUTH OF A UTILITY POLE, 0.6 M
 NO0527'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 NO0527'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0527'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 NO0527'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0538 ***********************************************************************
 NO0538  DESIGNATION -  K 432
 NO0538  PID         -  NO0538
 NO0538  STATE/COUNTY-  NE/CHERRY
 NO0538  COUNTRY     -  US
 NO0538  USGS QUAD   -  SIMEON (2017)
 NO0538
 NO0538                         *CURRENT SURVEY CONTROL
 NO0538  ______________________________________________________________________
 NO0538* NAD 83(1986) POSITION- 42 33 56.14   (N) 100 43 28.29   (W)   HD_HELD1
 NO0538* NAVD 88 ORTHO HEIGHT -   902.606 (meters)     2961.30  (feet) ADJUSTED
 NO0538  ______________________________________________________________________
 NO0538  GEOID HEIGHT    -        -21.274 (meters)                     GEOID18
 NO0538  DYNAMIC HEIGHT  -        902.187 (meters)     2959.93  (feet) COMP
 NO0538  MODELED GRAVITY -    980,126.8   (mgal)                       NAVD 88
 NO0538
 NO0538  VERT ORDER      -  FIRST     CLASS II
 NO0538
 NO0538.The horizontal coordinates were determined by differentially corrected
 NO0538.hand held GPS observations or other comparable positioning techniques
 NO0538.and have an estimated accuracy of +/- 3 meters.
 NO0538
 NO0538.The orthometric height was determined by differential leveling and
 NO0538.adjusted by the NATIONAL GEODETIC SURVEY
 NO0538.in June 1994.
 NO0538
 NO0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0538.GEOID18 height accuracy estimate available here.
 NO0538
 NO0538.Click photographs - Photos may exist for this station.
 NO0538
 NO0538.The dynamic height is computed by dividing the NAVD 88
 NO0538.geopotential number by the normal gravity value computed on the
 NO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0538.degrees latitude (g = 980.6199 gals.).
 NO0538
 NO0538.The modeled gravity was interpolated from observed gravity values.
 NO0538
 NO0538;                    North         East    Units  Estimated Accuracy
 NO0538;SPC NE       -   303,617.3     440,517.9     MT  (+/- 3 meters HH1 GPS) 
 NO0538
 NO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5844814017(NAD 83)
 NO0538
 NO0538                          SUPERSEDED SURVEY CONTROL
 NO0538
 NO0538  NGVD 29 (02/14/92)  902.290  (m)         2960.26   (f) ADJUSTED    1 2
 NO0538
 NO0538.Superseded values are not recommended for survey control.
 NO0538
 NO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0538.See file dsdata.pdf to determine how the superseded data were derived.
 NO0538
 NO0538_MARKER: F = FLANGE-ENCASED ROD
 NO0538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0538_STAMPING: K 432 1991
 NO0538_MARK LOGO: NGS
 NO0538_PROJECTION: RECESSED 8 CENTIMETERS
 NO0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0538+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2020
 NO0538_ROD/PIPE-DEPTH: 15.7 meters
 NO0538_SLEEVE-DEPTH  : 7.9 meters
 NO0538
 NO0538  HISTORY     - Date     Condition        Report By
 NO0538  HISTORY     - 1991     MONUMENTED       NGS
 NO0538  HISTORY     - 20200622 GOOD             NEGS
 NO0538
 NO0538                          STATION DESCRIPTION
 NO0538
 NO0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0538'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0538'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 23.8 KM (14.80 MI) WESTERLY
 NO0538'ALONG STATE HIGHWAY SPUR 16B, 128.0 M (419.9 FT) EAST OF THE EXTENDED
 NO0538'CENTERLINE OF A PAVED ROAD, 12.3 M (40.4 FT) NORTHWEST OF A UTILITY
 NO0538'POLE, 12.1 M (39.7 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 NO0538'CENTERLINE, 6.9 M (22.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 NO0538'AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 NO0538'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0538
 NO0538                          STATION RECOVERY (2020)
 NO0538
 NO0538'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 NO0538'TO REACH FROM THE INTERSECTION OF US 83 AND NE. SPUR 16B,
 NO0538'APPROXIMATELY 15 MI (24.1 KM) SOUTH OF VALENTINE, GO WEST AND SOUTH ON
 NO0538'SPUR 16B FOR 14.8 MI (23.8 KM) TO THE STATION ON THE LEFT AT MILE POST
 NO0538'14.82.
 NO0538'
 NO0538'THE MARK IS 0.66 MI (1.06 KM) WEST OF WEST LONG LAKE ROAD, 420 FT
 NO0538'(128.0 M) EAST OF A BLACKTOP ROAD TO THE NORTH, 40.4 FT (12.3 M)
 NO0538'NORTHWEST OF A UTILITY POLE, 39.7 FT (12.1 M) SOUTH OF THE CENTERLINE
 NO0538'OF S16B, 22.6 FT (6.9 M) EAST OF THE CENTERLINE OF A PASTURE DRIVE AND
 NO0538'1.6 FT (0.5 M) NORTH OF A WITNESS POST IN THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0517 ***********************************************************************
 MM0517  DESIGNATION -  K 433
 MM0517  PID         -  MM0517
 MM0517  STATE/COUNTY-  NE/HOOKER
 MM0517  COUNTRY     -  US
 MM0517  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0517
 MM0517                         *CURRENT SURVEY CONTROL
 MM0517  ______________________________________________________________________
 MM0517* NAD 83(1986) POSITION- 41 56 10.     (N) 101 03 08.     (W)   SCALED
 MM0517* NAVD 88 ORTHO HEIGHT -   995.601 (meters)     3266.40  (feet) ADJUSTED
 MM0517  ______________________________________________________________________
 MM0517  GEOID HEIGHT    -        -20.615 (meters)                     GEOID18
 MM0517  DYNAMIC HEIGHT  -        995.075 (meters)     3264.68  (feet) COMP
 MM0517  MODELED GRAVITY -    980,059.0   (mgal)                       NAVD 88
 MM0517
 MM0517  VERT ORDER      -  FIRST     CLASS II
 MM0517
 MM0517.The horizontal coordinates were scaled from a map and have
 MM0517.an estimated accuracy of +/- 6 seconds.
 MM0517
 MM0517.The orthometric height was determined by differential leveling and
 MM0517.adjusted by the NATIONAL GEODETIC SURVEY
 MM0517.in June 1994.
 MM0517
 MM0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0517.GEOID18 height accuracy estimate available here.
 MM0517
 MM0517.Click photographs - Photos may exist for this station.
 MM0517
 MM0517.The dynamic height is computed by dividing the NAVD 88
 MM0517.geopotential number by the normal gravity value computed on the
 MM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0517.degrees latitude (g = 980.6199 gals.).
 MM0517
 MM0517.The modeled gravity was interpolated from observed gravity values.
 MM0517
 MM0517;                    North         East    Units  Estimated Accuracy
 MM0517;SPC NE       -   234,000.      412,770.      MT  (+/- 180 meters Scaled)
 MM0517
 MM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM298447(NAD 83)
 MM0517
 MM0517                          SUPERSEDED SURVEY CONTROL
 MM0517
 MM0517  NGVD 29 (02/14/92)  995.289  (m)         3265.38   (f) ADJUSTED    1 2
 MM0517
 MM0517.Superseded values are not recommended for survey control.
 MM0517
 MM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0517.See file dsdata.pdf to determine how the superseded data were derived.
 MM0517
 MM0517_MARKER: I = METAL ROD
 MM0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0517_STAMPING: K 433 1991
 MM0517_MARK LOGO: NGS
 MM0517_PROJECTION: FLUSH
 MM0517_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0517+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 MM0517_ROD/PIPE-DEPTH: 13.3 meters
 MM0517
 MM0517  HISTORY     - Date     Condition        Report By
 MM0517  HISTORY     - 1991     MONUMENTED       NGS
 MM0517  HISTORY     - 20150325 GOOD             INDIV
 MM0517
 MM0517                          STATION DESCRIPTION
 MM0517
 MM0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0517'12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0517'OF STATE HIGHWAY 2 IN MULLEN, 35.1 M (115.2 FT) NORTH OF UTILITY POLE
 MM0517'NUMBER 187 29 14 WITH A GUY CABLE, 20.8 M (68.2 FT) NORTH OF THE
 MM0517'CENTER OF A FIELD ENTRANCE, 13.7 M (44.9 FT) WEST OF THE WEST LEG OF
 MM0517'A WINDMILL, 13.1 M (43.0 FT) EAST OF THE HIGHWAY CENTERLINE, 0.3 M
 MM0517'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 MM0517'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0517'5-INCH LOGO CAP.
 MM0517
 MM0517                          STATION RECOVERY (2015)
 MM0517
 MM0517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 MM0517'RECOVERED AS DESCRIBED, AT MILE MARKER 59+56 OF HWY 97. GPSABLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0542 ***********************************************************************
 MM0542  DESIGNATION -  K 434
 MM0542  PID         -  MM0542
 MM0542  STATE/COUNTY-  NE/LINCOLN
 MM0542  COUNTRY     -  US
 MM0542  USGS QUAD   -  NORTH OF HERSHEY (2017)
 MM0542
 MM0542                         *CURRENT SURVEY CONTROL
 MM0542  ______________________________________________________________________
 MM0542* NAD 83(1986) POSITION- 41 20 17.     (N) 100 53 15.     (W)   SCALED
 MM0542* NAVD 88 ORTHO HEIGHT -   933.425 (meters)     3062.41  (feet) ADJUSTED
 MM0542  ______________________________________________________________________
 MM0542  GEOID HEIGHT    -        -21.966 (meters)                     GEOID18
 MM0542  DYNAMIC HEIGHT  -        932.863 (meters)     3060.57  (feet) COMP
 MM0542  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 MM0542
 MM0542  VERT ORDER      -  FIRST     CLASS II
 MM0542
 MM0542.The horizontal coordinates were scaled from a map and have
 MM0542.an estimated accuracy of +/- 6 seconds.
 MM0542
 MM0542.The orthometric height was determined by differential leveling and
 MM0542.adjusted by the NATIONAL GEODETIC SURVEY
 MM0542.in June 1994.
 MM0542
 MM0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0542.GEOID18 height accuracy estimate available here.
 MM0542
 MM0542.Click photographs - Photos may exist for this station.
 MM0542
 MM0542.The dynamic height is computed by dividing the NAVD 88
 MM0542.geopotential number by the normal gravity value computed on the
 MM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0542.degrees latitude (g = 980.6199 gals.).
 MM0542
 MM0542.The modeled gravity was interpolated from observed gravity values.
 MM0542
 MM0542;                    North         East    Units  Estimated Accuracy
 MM0542;SPC NE       -   167,440.      425,740.      MT  (+/- 180 meters Scaled)
 MM0542
 MM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL420780(NAD 83)
 MM0542
 MM0542                          SUPERSEDED SURVEY CONTROL
 MM0542
 MM0542  NGVD 29 (02/14/92)  933.059  (m)         3061.21   (f) ADJUSTED    1 2
 MM0542
 MM0542.Superseded values are not recommended for survey control.
 MM0542
 MM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0542.See file dsdata.pdf to determine how the superseded data were derived.
 MM0542
 MM0542_MARKER: I = METAL ROD
 MM0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0542_STAMPING: K 434 1991
 MM0542_MARK LOGO: NGS
 MM0542_PROJECTION: FLUSH
 MM0542_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0542+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0542_ROD/PIPE-DEPTH: 13.3 meters
 MM0542
 MM0542  HISTORY     - Date     Condition        Report By
 MM0542  HISTORY     - 1991     MONUMENTED       NGS
 MM0542
 MM0542                          STATION DESCRIPTION
 MM0542
 MM0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0542'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0542'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0542'20.6 KM (12.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 20.0 M (65.6
 MM0542'FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT)
 MM0542'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 13.1 M (43.0 FT) NORTH OF
 MM0542'THE EXTENDED CENTER OF A DRIVEWAY, AND 0.3 M (1.0 FT) WEST OF A
 MM0542'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0542'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1445 ***********************************************************************
 LH1445  DESIGNATION -  K 435
 LH1445  PID         -  LH1445
 LH1445  STATE/COUNTY-  NE/BUFFALO
 LH1445  COUNTRY     -  US
 LH1445  USGS QUAD   -  KEARNEY (2017)
 LH1445
 LH1445                         *CURRENT SURVEY CONTROL
 LH1445  ______________________________________________________________________
 LH1445* NAD 83(1986) POSITION- 40 41 37.98   (N) 099 05 10.02   (W)   HD_HELD1
 LH1445* NAVD 88 ORTHO HEIGHT -   656.997 (meters)     2155.50  (feet) ADJUSTED
 LH1445  ______________________________________________________________________
 LH1445  GEOID HEIGHT    -        -24.462 (meters)                     GEOID18
 LH1445  DYNAMIC HEIGHT  -        656.625 (meters)     2154.28  (feet) COMP
 LH1445  MODELED GRAVITY -    980,036.7   (mgal)                       NAVD 88
 LH1445
 LH1445  VERT ORDER      -  FIRST     CLASS II
 LH1445
 LH1445.The horizontal coordinates were determined by differentially corrected
 LH1445.hand held GPS observations or other comparable positioning techniques
 LH1445.and have an estimated accuracy of +/- 3 meters.
 LH1445
 LH1445.The orthometric height was determined by differential leveling and
 LH1445.adjusted by the NATIONAL GEODETIC SURVEY
 LH1445.in May 1993.
 LH1445
 LH1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1445.GEOID18 height accuracy estimate available here.
 LH1445
 LH1445.Click photographs - Photos may exist for this station.
 LH1445
 LH1445.The dynamic height is computed by dividing the NAVD 88
 LH1445.geopotential number by the normal gravity value computed on the
 LH1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1445.degrees latitude (g = 980.6199 gals.).
 LH1445
 LH1445.The modeled gravity was interpolated from observed gravity values.
 LH1445
 LH1445;                    North         East    Units  Estimated Accuracy
 LH1445;SPC NE       -    95,953.8     577,224.3     MT  (+/- 3 meters HH1 GPS) 
 LH1445
 LH1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9272404779(NAD 83)
 LH1445
 LH1445                          SUPERSEDED SURVEY CONTROL
 LH1445
 LH1445  NGVD 29 (02/14/92)  656.738  (m)         2154.65   (f) ADJUSTED    1 2
 LH1445
 LH1445.Superseded values are not recommended for survey control.
 LH1445
 LH1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1445.See file dsdata.pdf to determine how the superseded data were derived.
 LH1445
 LH1445_MARKER: DV = VERTICAL CONTROL DISK
 LH1445_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1445_SP_SET: GRAIN ELEVATOR
 LH1445_STAMPING: K 435 1991
 LH1445_MARK LOGO: NGS
 LH1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1445+STABILITY: POSITION/ELEVATION WELL
 LH1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1445+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1445
 LH1445  HISTORY     - Date     Condition        Report By
 LH1445  HISTORY     - 1991     MONUMENTED       NGS
 LH1445
 LH1445                          STATION DESCRIPTION
 LH1445
 LH1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1445'IN KEARNEY, SET VERTICALLY IN THE WEST FACE OF A CONCRETE WALL OF A
 LH1445'GRAIN STORAGE BIN AT CARGILL ELEVATOR COMPANY AT 319 19TH STREET,
 LH1445'65.5 M (214.9 FT) NORTH OF THE CENTER OF THE STREET, 10.6 M (34.8 FT)
 LH1445'SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.2 M (3.9 FT)
 LH1445'ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE
 LH1445'OF THE WEST DRIVE THROUGH DOOR.  NOTE--THE MARK IS ON PROPERTY OWNED
 LH1445'BY CARGILL ELEVATOR COMPANY, 319 19TH STREET, KEARNEY, NE 68847,
 LH1445'TELEPHONE NUMBER (308) 236-8439.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1473 ***********************************************************************
 LH1473  DESIGNATION -  K 436
 LH1473  PID         -  LH1473
 LH1473  STATE/COUNTY-  NE/ADAMS
 LH1473  COUNTRY     -  US
 LH1473  USGS QUAD   -  HASTINGS WEST (2017)
 LH1473
 LH1473                         *CURRENT SURVEY CONTROL
 LH1473  ______________________________________________________________________
 LH1473* NAD 83(1986) POSITION- 40 35 14.9    (N) 098 23 27.1    (W)   HD_HELD2
 LH1473* NAVD 88 ORTHO HEIGHT -   586.790 (meters)     1925.16  (feet) ADJUSTED
 LH1473  ______________________________________________________________________
 LH1473  GEOID HEIGHT    -        -25.304 (meters)                     GEOID18
 LH1473  DYNAMIC HEIGHT  -        586.462 (meters)     1924.08  (feet) COMP
 LH1473  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 LH1473
 LH1473  VERT ORDER      -  FIRST     CLASS II
 LH1473
 LH1473.The horizontal coordinates were established by autonomous hand held GPS
 LH1473.observations and have an estimated accuracy of +/- 10 meters.
 LH1473
 LH1473.The orthometric height was determined by differential leveling and
 LH1473.adjusted by the NATIONAL GEODETIC SURVEY
 LH1473.in May 1993.
 LH1473
 LH1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1473.GEOID18 height accuracy estimate available here.
 LH1473
 LH1473.Click photographs - Photos may exist for this station.
 LH1473
 LH1473.The dynamic height is computed by dividing the NAVD 88
 LH1473.geopotential number by the normal gravity value computed on the
 LH1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1473.degrees latitude (g = 980.6199 gals.).
 LH1473
 LH1473.The modeled gravity was interpolated from observed gravity values.
 LH1473
 LH1473;                    North         East    Units  Estimated Accuracy
 LH1473;SPC NE       -    84,999.      636,189.      MT  (+/- 10 meters HH2 GPS)
 LH1473
 LH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5154793142(NAD 83)
 LH1473
 LH1473                          SUPERSEDED SURVEY CONTROL
 LH1473
 LH1473.No superseded survey control is available for this station.
 LH1473
 LH1473_MARKER: DV = VERTICAL CONTROL DISK
 LH1473_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1473_SP_SET: FOUNDATION
 LH1473_STAMPING: K 436 1991
 LH1473_MARK LOGO: NGS
 LH1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1473+STABILITY: POSITION/ELEVATION WELL
 LH1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1473+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH1473
 LH1473  HISTORY     - Date     Condition        Report By
 LH1473  HISTORY     - 1991     MONUMENTED       NGS
 LH1473  HISTORY     - 1990     GOOD
 LH1473  HISTORY     - 19911029 GOOD             NGS
 LH1473  HISTORY     - 20150811 GOOD             GEOCAC
 LH1473
 LH1473                          STATION DESCRIPTION
 LH1473
 LH1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1473'IN HASTINGS, IN THE NORTH CONCRETE FOUNDATION OF THE MASONIC TEMPLE
 LH1473'AT 411 NORTH HASTINGS STREET, 21.9 M (71.9 FT) EAST OF THE CENTER OF
 LH1473'NORTH LINCOLN AVENUE, 2.0 M (6.6 FT) SOUTH OF THE CENTER OF AN ALLEY,
 LH1473'1.0 M (3.3 FT) EAST OF THE NORTHWEST CORNER OF THE TEMPLE, AND 0.2 M
 LH1473'(0.7 FT) ABOVE THE LEVEL OF THE ALLEY.
 LH1473
 LH1473                          STATION RECOVERY (1990)
 LH1473
 LH1473'RECOVERED 1990
 LH1473'RECOVERED IN GOOD CONDITION.
 LH1473
 LH1473                          STATION RECOVERY (1991)
 LH1473
 LH1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1473'IN HASTINGS, IN THE NORTH CONCRETE FOUNDATION OF THE MASONIC TEMPLE
 LH1473'AT 411 NORTH HASTINGS, 21.9 M (71.9 FT) EAST OF THE CENTER OF NORTH
 LH1473'LINCOLN AVENUE, 2.0 M (6.6 FT) SOUTH OF THE CENTER OF AN ALLEY, 1.0 M
 LH1473'(3.3 FT) EAST OF THE NORTHWEST CORNER OF THE TEMPLE, AND 0.2 M (0.7
 LH1473'FT) ABOVE THE LEVEL OF THE ALLEY.
 LH1473
 LH1473                          STATION RECOVERY (2015)
 LH1473
 LH1473'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1267 ***********************************************************************
 LG1267  DESIGNATION -  K 437
 LG1267  PID         -  LG1267
 LG1267  STATE/COUNTY-  NE/FILLMORE
 LG1267  COUNTRY     -  US
 LG1267  USGS QUAD   -  BIXBY (2017)
 LG1267
 LG1267                         *CURRENT SURVEY CONTROL
 LG1267  ______________________________________________________________________
 LG1267* NAD 83(1986) POSITION- 40 37 33.79   (N) 097 45 26.69   (W)   HD_HELD1
 LG1267* NAVD 88 ORTHO HEIGHT -   510.168 (meters)     1673.78  (feet) ADJUSTED
 LG1267  ______________________________________________________________________
 LG1267  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 LG1267  DYNAMIC HEIGHT  -        509.889 (meters)     1672.86  (feet) COMP
 LG1267  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 LG1267
 LG1267  VERT ORDER      -  FIRST     CLASS II
 LG1267
 LG1267.The horizontal coordinates were determined by differentially corrected
 LG1267.hand held GPS observations or other comparable positioning techniques
 LG1267.and have an estimated accuracy of +/- 3 meters.
 LG1267
 LG1267.The orthometric height was determined by differential leveling and
 LG1267.adjusted by the NATIONAL GEODETIC SURVEY
 LG1267.in May 1993.
 LG1267
 LG1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1267.GEOID18 height accuracy estimate available here.
 LG1267
 LG1267.Click photographs - Photos may exist for this station.
 LG1267
 LG1267.The dynamic height is computed by dividing the NAVD 88
 LG1267.geopotential number by the normal gravity value computed on the
 LG1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1267.degrees latitude (g = 980.6199 gals.).
 LG1267
 LG1267.The modeled gravity was interpolated from observed gravity values.
 LG1267
 LG1267;                    North         East    Units  Estimated Accuracy
 LG1267;SPC NE       -    90,475.2     689,678.9     MT  (+/- 3 meters HH1 GPS) 
 LG1267
 LG1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0509397988(NAD 83)
 LG1267
 LG1267                          SUPERSEDED SURVEY CONTROL
 LG1267
 LG1267.No superseded survey control is available for this station.
 LG1267
 LG1267_MARKER: I = METAL ROD
 LG1267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1267_STAMPING: K 437 1991
 LG1267_MARK LOGO: NGS
 LG1267_PROJECTION: FLUSH
 LG1267_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1267+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1267_ROD/PIPE-DEPTH: 8.6 meters
 LG1267
 LG1267  HISTORY     - Date     Condition        Report By
 LG1267  HISTORY     - 1991     MONUMENTED       NGS
 LG1267
 LG1267                          STATION DESCRIPTION
 LG1267
 LG1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1267'13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1267'U.S. HIGHWAY 81 IN FAIRMONT, 12.0 M (39.4 FT) NORTH OF THE HIGHWAY
 LG1267'CENTERLINE, 2.9 M (9.5 FT) EAST OF THE EXTENDED CENTER OF A FIELD
 LG1267'ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 LG1267'FT) WEST OF A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) EAST OF A
 LG1267'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1267'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1305 ***********************************************************************
 LG1305  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1305  DESIGNATION -  K 438
 LG1305  PID         -  LG1305
 LG1305  STATE/COUNTY-  NE/LANCASTER
 LG1305  COUNTRY     -  US
 LG1305  USGS QUAD   -  DENTON (2017)
 LG1305
 LG1305                         *CURRENT SURVEY CONTROL
 LG1305  ______________________________________________________________________
 LG1305* NAD 83(2011) POSITION- 40 39 13.30808(N) 096 45 43.27805(W)   ADJUSTED
 LG1305* NAD 83(2011) ELLIP HT-   380.886 (meters)        (06/27/12)   ADJUSTED
 LG1305* NAD 83(2011) EPOCH   -  2010.00
 LG1305* NAVD 88 ORTHO HEIGHT -   406.89  (meters)     1334.9   (feet) GPS OBS
 LG1305  ______________________________________________________________________
 LG1305  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG1305  GEOID HEIGHT    -        -25.987 (meters)                     GEOID99
 LG1305  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 LG1305  NAD 83(2011) X  -   -570,598.570 (meters)                     COMP
 LG1305  NAD 83(2011) Y  - -4,812,312.265 (meters)                     COMP
 LG1305  NAD 83(2011) Z  -  4,133,571.272 (meters)                     COMP
 LG1305  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 LG1305
 LG1305  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1305  Standards:
 LG1305         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1305            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1305  -------------------------------------------------------------------
 LG1305  NETWORK    0.72   0.74           0.32   0.26   0.38     -0.00123046
 LG1305  -------------------------------------------------------------------
 LG1305  Click here for local accuracies and other accuracy information.
 LG1305
 LG1305.The horizontal coordinates were established by GPS observations
 LG1305.and adjusted by the National Geodetic Survey in June 2012.
 LG1305
 LG1305.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1305.been affixed to the stable North American tectonic plate. See 
 LG1305.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1305
 LG1305.The horizontal coordinates are valid at the epoch date displayed above
 LG1305.which is a decimal equivalence of Year/Month/Day.
 LG1305
 LG1305.The orthometric height was determined by GPS observations and a
 LG1305.high-resolution geoid model using precise GPS observation and
 LG1305.processing techniques.
 LG1305
 LG1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1305.GEOID18 height accuracy estimate available here.
 LG1305
 LG1305.Click photographs - Photos may exist for this station.
 LG1305
 LG1305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1305
 LG1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1305
 LG1305.The ellipsoidal height was determined by GPS observations
 LG1305.and is referenced to NAD 83.
 LG1305
 LG1305. The following values were computed from the NAD 83(2011) position.
 LG1305
 LG1305;                    North         East     Units Scale Factor Converg.
 LG1305;SPC NE       -    96,210.331   773,721.328   MT  0.99976827   +2 08 44.9
 LG1305;SPC NE       -   315,650.06  2,538,450.72   sFT  0.99976827   +2 08 44.9
 LG1305;UTM  14      - 4,502,723.306   689,206.440   MT  1.00004066   +1 27 30.4
 LG1305
 LG1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1305!SPC NE       -   0.99994026  x   0.99976827  =   0.99970854
 LG1305!UTM  14      -   0.99994026  x   1.00004066  =   0.99998091
 LG1305
 LG1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8920602723(NAD 83)
 LG1305
 LG1305                          SUPERSEDED SURVEY CONTROL
 LG1305
 LG1305  NAD 83(2007)-  40 39 13.30809(N)    096 45 43.27854(W) AD(2002.00) 0
 LG1305  ELLIP H (02/10/07)  380.905  (m)                       GP(2002.00)    
 LG1305  NAD 83(1995)-  40 39 13.30795(N)    096 45 43.27793(W) AD(       ) B
 LG1305  ELLIP H (03/30/05)  380.874  (m)                       GP(       ) 3 1
 LG1305  NAVD 88 (05/11/93)  406.862  (m)         1334.85   (f) ADJUSTED    1 2
 LG1305
 LG1305.Superseded values are not recommended for survey control.
 LG1305
 LG1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1305.See file dsdata.pdf to determine how the superseded data were derived.
 LG1305
 LG1305_MARKER: F = FLANGE-ENCASED ROD
 LG1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1305_STAMPING: K 438 1991
 LG1305_MARK LOGO: NGS
 LG1305_PROJECTION: RECESSED 12 CENTIMETERS
 LG1305_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1305+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 LG1305_ROD/PIPE-DEPTH: 7.4 meters
 LG1305
 LG1305  HISTORY     - Date     Condition        Report By
 LG1305  HISTORY     - 1991     MONUMENTED       NGS
 LG1305  HISTORY     - 2002     GOOD             NEDR
 LG1305  HISTORY     - 20100426 GOOD             INDIV
 LG1305  HISTORY     - 20200604 GOOD             NEGS
 LG1305
 LG1305                          STATION DESCRIPTION
 LG1305
 LG1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1305'18.2 KM (11.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1305'IN CRETE, 19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1305'11.7 M (38.4 FT) WEST OF THE CENTER OF SOUTHWEST 29TH STREET, 0.7 M
 LG1305'(2.3 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) WEST OF A
 LG1305'RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.4 M
 LG1305'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 LG1305'POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1305
 LG1305                          STATION RECOVERY (2002)
 LG1305
 LG1305'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1305'RECOVERED AS DESCRIBED.
 LG1305
 LG1305                          STATION RECOVERY (2010)
 LG1305
 LG1305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1305'RECOVERED IN GOOD CONDITION.
 LG1305
 LG1305                          STATION RECOVERY (2020)
 LG1305
 LG1305'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG1305'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 33 AND NE. HIGHWAY 103
 LG1305'NORTHEAST OF CRETE, NE., GO EAST ON NE. HIGHWAY 33 APPROXIMATELY 9.14
 LG1305'MI (14.71 KM) TO THE INTERSECTION OF NE. HIGHWAY 33 AND SW 29TH
 LG1305'STREET.  THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE
 LG1305'INTERSECTION AT MILE POST 22.38.  OR FROM THE JUNCTION OF NE. HIGHWAY
 LG1305'33 AND U.S. HIGHWAY 77 APPROXIMATELY 2.5 MI (4.0 KM) WEST OF ROCA,
 LG1305'NE., GO WEST ON NE. HIGHWAY 33 APPROXIMATELY 3.0 MI (4.8 KM) TO THE
 LG1305'INTERSECTION OF NE. HIGHWAY 33 AND SW 29TH STREET.  THE MARK IS
 LG1305'LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION AT MILE POST
 LG1305'22.38.  THE MARK IS 2.30 FT (0.7 M) NORTHWEST OF A UTILITY POLE, 1.30
 LG1305'FT (0.4 M) WEST OF A ROW MARKER, 1.30 FT (0.4 M) EAST OF A FIBERGLASS
 LG1305'WITNESS POST, 63.6 FT (19.4 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY
 LG1305'33 AND 38.4 FT (11.7 M) WEST OF SW 29TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1335 ***********************************************************************
 LG1335  DESIGNATION -  K 439
 LG1335  PID         -  LG1335
 LG1335  STATE/COUNTY-  NE/OTOE
 LG1335  COUNTRY     -  US
 LG1335  USGS QUAD   -  PALMYRA (2017)
 LG1335
 LG1335                         *CURRENT SURVEY CONTROL
 LG1335  ______________________________________________________________________
 LG1335* NAD 83(1986) POSITION- 40 42 37.1    (N) 096 25 30.9    (W)   HD_HELD2
 LG1335* NAVD 88 ORTHO HEIGHT -   385.369 (meters)     1264.33  (feet) ADJUSTED
 LG1335  ______________________________________________________________________
 LG1335  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 LG1335  DYNAMIC HEIGHT  -        385.200 (meters)     1263.78  (feet) COMP
 LG1335  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 LG1335
 LG1335  VERT ORDER      -  FIRST     CLASS II
 LG1335
 LG1335.The horizontal coordinates were established by autonomous hand held GPS
 LG1335.observations and have an estimated accuracy of +/- 10 meters.
 LG1335
 LG1335.The orthometric height was determined by differential leveling and
 LG1335.adjusted by the NATIONAL GEODETIC SURVEY
 LG1335.in May 1993.
 LG1335
 LG1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1335.GEOID18 height accuracy estimate available here.
 LG1335
 LG1335.Click photographs - Photos may exist for this station.
 LG1335
 LG1335.The dynamic height is computed by dividing the NAVD 88
 LG1335.geopotential number by the normal gravity value computed on the
 LG1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1335.degrees latitude (g = 980.6199 gals.).
 LG1335
 LG1335.The modeled gravity was interpolated from observed gravity values.
 LG1335
 LG1335;                    North         East    Units  Estimated Accuracy
 LG1335;SPC NE       -   103,611.      801,915.      MT  (+/- 10 meters HH2 GPS)
 LG1335
 LG1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1749609787(NAD 83)
 LG1335
 LG1335                          SUPERSEDED SURVEY CONTROL
 LG1335
 LG1335.No superseded survey control is available for this station.
 LG1335
 LG1335_MARKER: F = FLANGE-ENCASED ROD
 LG1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1335_STAMPING: K 439 1991
 LG1335_MARK LOGO: NGS
 LG1335_PROJECTION: FLUSH
 LG1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1335+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 LG1335_ROD/PIPE-DEPTH: 8.3 meters
 LG1335
 LG1335  HISTORY     - Date     Condition        Report By
 LG1335  HISTORY     - 1991     MONUMENTED       NGS
 LG1335  HISTORY     - 20200824 GOOD             NEGS
 LG1335
 LG1335                          STATION DESCRIPTION
 LG1335
 LG1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1335'22.7 KM (14.10 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1335'OF STATE HIGHWAY 50 IN SYRACUSE, 124.0 M (406.8 FT) SOUTH OF THE
 LG1335'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTER OF A
 LG1335'GRAVELED ROAD, 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT)
 LG1335'NORTH OF A WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 LG1335'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LG1335'CAP.
 LG1335
 LG1335                          STATION RECOVERY (2020)
 LG1335
 LG1335'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1379 ***********************************************************************
 LG1379  DESIGNATION -  K 440
 LG1379  PID         -  LG1379
 LG1379  STATE/COUNTY-  NE/LANCASTER
 LG1379  COUNTRY     -  US
 LG1379  USGS QUAD   -  LINCOLN (2017)
 LG1379
 LG1379                         *CURRENT SURVEY CONTROL
 LG1379  ______________________________________________________________________
 LG1379* NAD 83(1986) POSITION- 40 51 26.82   (N) 096 38 29.43   (W)   HD_HELD1
 LG1379* NAVD 88 ORTHO HEIGHT -   350.272 (meters)     1149.18  (feet) ADJUSTED
 LG1379  ______________________________________________________________________
 LG1379  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 LG1379  DYNAMIC HEIGHT  -        350.121 (meters)     1148.69  (feet) COMP
 LG1379  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 LG1379
 LG1379  VERT ORDER      -  FIRST     CLASS II
 LG1379
 LG1379.The horizontal coordinates were determined by differentially corrected
 LG1379.hand held GPS observations or other comparable positioning techniques
 LG1379.and have an estimated accuracy of +/- 3 meters.
 LG1379
 LG1379.The orthometric height was determined by differential leveling and
 LG1379.adjusted by the NATIONAL GEODETIC SURVEY
 LG1379.in May 1993.
 LG1379
 LG1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1379.GEOID18 height accuracy estimate available here.
 LG1379
 LG1379.Click photographs - Photos may exist for this station.
 LG1379
 LG1379.The dynamic height is computed by dividing the NAVD 88
 LG1379.geopotential number by the normal gravity value computed on the
 LG1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1379.degrees latitude (g = 980.6199 gals.).
 LG1379
 LG1379.The modeled gravity was interpolated from observed gravity values.
 LG1379
 LG1379;                    North         East    Units  Estimated Accuracy
 LG1379;SPC NE       -   119,202.8     783,025.4     MT  (+/- 3 meters HH1 GPS) 
 LG1379
 LG1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9878725610(NAD 83)
 LG1379
 LG1379                          SUPERSEDED SURVEY CONTROL
 LG1379
 LG1379.No superseded survey control is available for this station.
 LG1379
 LG1379_MARKER: DV = VERTICAL CONTROL DISK
 LG1379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1379_SP_SET: ABUTMENT
 LG1379_STAMPING: K 440 1992
 LG1379_MARK LOGO: NGS
 LG1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1379+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2007
 LG1379
 LG1379  HISTORY     - Date     Condition        Report By
 LG1379  HISTORY     - 1992     MONUMENTED       NGS
 LG1379  HISTORY     - 20070110 GOOD             NEDR
 LG1379  HISTORY     - 20100504 GOOD             INDIV
 LG1379
 LG1379                          STATION DESCRIPTION
 LG1379
 LG1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1379'IN LINCOLN, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG1379'AND HAVELOCK AVENUE, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST
 LG1379'END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 LG1379'AVENUE, 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 LG1379'LANES OF THE AVENUE, 3.7 M (12.1 FT) ABOVE THE LEVEL OF THE AVENUE,
 LG1379'2.9 M (9.5 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.7 M (5.6 FT) BELOW
 LG1379'THE LEVEL OF THE TRACK.
 LG1379
 LG1379                          STATION RECOVERY (2007)
 LG1379
 LG1379'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1379'RECOVERED IN GOOD CONDITION.
 LG1379
 LG1379                          STATION RECOVERY (2010)
 LG1379
 LG1379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1387 ***********************************************************************
 LG1387  DESIGNATION -  K 441
 LG1387  PID         -  LG1387
 LG1387  STATE/COUNTY-  NE/LANCASTER
 LG1387  COUNTRY     -  US
 LG1387  USGS QUAD   -  WALTON (2017)
 LG1387
 LG1387                         *CURRENT SURVEY CONTROL
 LG1387  ______________________________________________________________________
 LG1387* NAD 83(1986) POSITION- 40 47 59.4    (N) 096 36 20.4    (W)   HD_HELD2
 LG1387* NAVD 88 ORTHO HEIGHT -   403.911 (meters)     1325.16  (feet) ADJUSTED
 LG1387  ______________________________________________________________________
 LG1387  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 LG1387  DYNAMIC HEIGHT  -        403.739 (meters)     1324.60  (feet) COMP
 LG1387  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 LG1387
 LG1387  VERT ORDER      -  FIRST     CLASS II
 LG1387
 LG1387.The horizontal coordinates were established by autonomous hand held GPS
 LG1387.observations and have an estimated accuracy of +/- 10 meters.
 LG1387
 LG1387.The orthometric height was determined by differential leveling and
 LG1387.adjusted by the NATIONAL GEODETIC SURVEY
 LG1387.in May 1993.
 LG1387
 LG1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1387.GEOID18 height accuracy estimate available here.
 LG1387
 LG1387.Click photographs - Photos may exist for this station.
 LG1387
 LG1387.The dynamic height is computed by dividing the NAVD 88
 LG1387.geopotential number by the normal gravity value computed on the
 LG1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1387.degrees latitude (g = 980.6199 gals.).
 LG1387
 LG1387.The modeled gravity was interpolated from observed gravity values.
 LG1387
 LG1387;                    North         East    Units  Estimated Accuracy
 LG1387;SPC NE       -   112,929.      786,295.      MT  (+/- 10 meters HH2 GPS)
 LG1387
 LG1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0198319295(NAD 83)
 LG1387
 LG1387                          SUPERSEDED SURVEY CONTROL
 LG1387
 LG1387.No superseded survey control is available for this station.
 LG1387
 LG1387_MARKER: I = METAL ROD
 LG1387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1387_STAMPING: K 441 1992
 LG1387_MARK LOGO: NGS
 LG1387_PROJECTION: FLUSH
 LG1387_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1387+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1387_ROD/PIPE-DEPTH: 4.4 meters
 LG1387_SLEEVE-DEPTH  : 0.9 meters
 LG1387
 LG1387  HISTORY     - Date     Condition        Report By
 LG1387  HISTORY     - 1992     MONUMENTED       NGS
 LG1387  HISTORY     - 20070111 MARK NOT FOUND   NEDR
 LG1387  HISTORY     - 20120607 MARK NOT FOUND   INDIV
 LG1387
 LG1387                          STATION DESCRIPTION
 LG1387
 LG1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1387'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1387'OFFICE IN LINCOLN, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1387'STREET, NEAR THE SOUTHWEST CORNER OF THE INDIAN HILLS COMMUNITY
 LG1387'CHURCH PARKING AREA, 12.8 M (42.0 FT) SOUTHEAST OF A FIRE HYDRANT,
 LG1387'10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 LG1387'THE STREET, 6.2 M (20.3 FT) EAST-NORTHEAST OF A UTILITY LIGHT POLE,
 LG1387'0.5 M (1.6 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.4 M
 LG1387'(1.3 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM
 LG1387'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1387'THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1387
 LG1387                          STATION RECOVERY (2007)
 LG1387
 LG1387'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1387'A TURNING LANE AT THE ENTRANCE/EXIT OF THE CHURCH HAS BEEN ADDED AND
 LG1387'THE BENCHMARK MAY HAVE BEEN DESTOYED DUE THE CONSTUCTION WORK.
 LG1387
 LG1387                          STATION RECOVERY (2012)
 LG1387
 LG1387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LG1387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3457 ***********************************************************************
 AI3457  DESIGNATION -  K 442
 AI3457  PID         -  AI3457
 AI3457  STATE/COUNTY-  NE/RED WILLOW
 AI3457  COUNTRY     -  US
 AI3457  USGS QUAD   -  MCCOOK SW (2017)
 AI3457
 AI3457                         *CURRENT SURVEY CONTROL
 AI3457  ______________________________________________________________________
 AI3457* NAD 83(1986) POSITION- 40 06 11.     (N) 100 38 46.     (W)   SCALED
 AI3457* NAVD 88 ORTHO HEIGHT -   787.875 (meters)     2584.89  (feet) ADJUSTED
 AI3457  ______________________________________________________________________
 AI3457  GEOID HEIGHT    -        -24.109 (meters)                     GEOID18
 AI3457  DYNAMIC HEIGHT  -        787.335 (meters)     2583.11  (feet) COMP
 AI3457  MODELED GRAVITY -    979,915.0   (mgal)                       NAVD 88
 AI3457
 AI3457  VERT ORDER      -  SECOND    CLASS I
 AI3457
 AI3457.The horizontal coordinates were scaled from a map and have
 AI3457.an estimated accuracy of +/- 6 seconds.
 AI3457
 AI3457.The orthometric height was determined by differential leveling and
 AI3457.adjusted by the NATIONAL GEODETIC SURVEY
 AI3457.in July 2002.
 AI3457
 AI3457.No vertical observational check was made to the station.
 AI3457
 AI3457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3457.GEOID18 height accuracy estimate available here.
 AI3457
 AI3457.Click photographs - Photos may exist for this station.
 AI3457
 AI3457.The dynamic height is computed by dividing the NAVD 88
 AI3457.geopotential number by the normal gravity value computed on the
 AI3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3457.degrees latitude (g = 980.6199 gals.).
 AI3457
 AI3457.The modeled gravity was interpolated from observed gravity values.
 AI3457
 AI3457;                    North         East    Units  Estimated Accuracy
 AI3457;SPC NE       -    30,160.      444,910.      MT  (+/- 180 meters Scaled)
 AI3457
 AI3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596404(NAD 83)
 AI3457
 AI3457                          SUPERSEDED SURVEY CONTROL
 AI3457
 AI3457.No superseded survey control is available for this station.
 AI3457
 AI3457_MARKER: DV = VERTICAL CONTROL DISK
 AI3457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3457_SP_SET: BRIDGE
 AI3457_STAMPING: K 442 1999
 AI3457_MARK LOGO: NGS
 AI3457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3457+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3457
 AI3457  HISTORY     - Date     Condition        Report By
 AI3457  HISTORY     - 1999     MONUMENTED       NGS
 AI3457
 AI3457                          STATION DESCRIPTION
 AI3457
 AI3457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3457'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3457'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3457'ROAD, THENCE 10.3 KM (6.40 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3457'ROAD, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE A
 AI3457'BRIDGE SPANNING A WASH, 5.2 M (17.1 FT) WEST OF THE ROAD CENTER, AND
 AI3457'0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE MARK IS ON
 AI3457'COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0516 ***********************************************************************
 LH0516  DESIGNATION -  K 5
 LH0516  PID         -  LH0516
 LH0516  STATE/COUNTY-  NE/BUFFALO
 LH0516  COUNTRY     -  US
 LH0516  USGS QUAD   -  KEARNEY (2017)
 LH0516
 LH0516                         *CURRENT SURVEY CONTROL
 LH0516  ______________________________________________________________________
 LH0516* NAD 83(1986) POSITION- 40 42 11.     (N) 099 02 44.     (W)   SCALED
 LH0516* NAVD 88 ORTHO HEIGHT -   651.343 (meters)     2136.95  (feet) ADJUSTED
 LH0516  ______________________________________________________________________
 LH0516  GEOID HEIGHT    -        -24.464 (meters)                     GEOID18
 LH0516  DYNAMIC HEIGHT  -        650.976 (meters)     2135.74  (feet) COMP
 LH0516  MODELED GRAVITY -    980,039.6   (mgal)                       NAVD 88
 LH0516
 LH0516  VERT ORDER      -  FIRST     CLASS II
 LH0516
 LH0516.The horizontal coordinates were scaled from a map and have
 LH0516.an estimated accuracy of +/- 6 seconds.
 LH0516
 LH0516.The orthometric height was determined by differential leveling and
 LH0516.adjusted by the NATIONAL GEODETIC SURVEY
 LH0516.in May 1993.
 LH0516
 LH0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0516.GEOID18 height accuracy estimate available here.
 LH0516
 LH0516.Click photographs - Photos may exist for this station.
 LH0516
 LH0516.The dynamic height is computed by dividing the NAVD 88
 LH0516.geopotential number by the normal gravity value computed on the
 LH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0516.degrees latitude (g = 980.6199 gals.).
 LH0516
 LH0516.The modeled gravity was interpolated from observed gravity values.
 LH0516
 LH0516;                    North         East    Units  Estimated Accuracy
 LH0516;SPC NE       -    97,010.      580,640.      MT  (+/- 180 meters Scaled)
 LH0516
 LH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML961057(NAD 83)
 LH0516
 LH0516                          SUPERSEDED SURVEY CONTROL
 LH0516
 LH0516  NAVD 88 (06/15/91)  651.335  (m)         2136.92   (f) SUPERSEDED  1 2
 LH0516  NGVD 29 (02/14/92)  651.078  (m)         2136.08   (f) ADJUSTED    1 2
 LH0516  NGVD 29 (??/??/87)  651.078  (m)         2136.08   (f) SUPERSEDED  1 2
 LH0516
 LH0516.Superseded values are not recommended for survey control.
 LH0516
 LH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0516.See file dsdata.pdf to determine how the superseded data were derived.
 LH0516
 LH0516_MARKER: DB = BENCH MARK DISK
 LH0516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0516_SP_SET: HEADWALL
 LH0516_STAMPING: K 5 1933 2136.078
 LH0516_MARK LOGO: CGS
 LH0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0516+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0516
 LH0516  HISTORY     - Date     Condition        Report By
 LH0516  HISTORY     - 1933     MONUMENTED       CGS
 LH0516  HISTORY     - 1951     GOOD             CGS
 LH0516  HISTORY     - 19910923 GOOD             NGS
 LH0516  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0516
 LH0516                          STATION DESCRIPTION
 LH0516
 LH0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0516'2 MI NE FROM KEARNEY.
 LH0516'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0516'STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 211 FEET SOUTHWEST
 LH0516'OF MIELPOST 187, AT THE EAST CORPORATE CITY LIMITS OF KEARNEY,
 LH0516'AT A COUNTY-ROAD CROSSING, ABOUT 150 FEET SOUTH OF A POLE IN
 LH0516'THE SOUTHWEST CORNER OF THE DEPARTMENT OF COMMERCE EMERGENCY
 LH0516'AIRPLANE LANDING FIELD 72, 77.5 FEET SOUTH OF THE CENTER LINE OF
 LH0516'U.S. HIGHWAY 30, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 36.6
 LH0516'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 17.8 FEET
 LH0516'NORTH OF THE NORTH RAIL OF THE NORTH PASSING TRACK, AND IN THE
 LH0516'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF 2-FOOT
 LH0516'PIPE CULVERT 187.04.  A STANDARD DISK, STAMPED 2136.078 K 5
 LH0516'1933.
 LH0516
 LH0516                          STATION RECOVERY (1951)
 LH0516
 LH0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH0516'RECOVERED IN GOOD CONDITION.
 LH0516
 LH0516                          STATION RECOVERY (1991)
 LH0516
 LH0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0516'3.3 KM (2.05 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0516'STATE HIGHWAY 44 IN KEARNEY, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 LH0516'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE UNION
 LH0516'PACIFIC RAILROAD, 22.8 M (74.8 FT) SOUTH OF AND LEVEL WITH THE
 LH0516'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 19.5 M (64.0 FT)
 LH0516'EAST OF THE CENTERLINE OF A PAVED ROAD, AND 11.2 M (36.7 FT) NORTH OF
 LH0516'THE NEAR RAIL OF THE MAIN TRACK.
 LH0516
 LH0516                          STATION RECOVERY (2005)
 LH0516
 LH0516'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0516'BELIEVED DESTROYED NEW CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0112 ***********************************************************************
 MN0112  DESIGNATION -  K 51
 MN0112  PID         -  MN0112
 MN0112  STATE/COUNTY-  NE/MORRILL
 MN0112  COUNTRY     -  US
 MN0112  USGS QUAD   -  BROADWATER NW (2017)
 MN0112
 MN0112                         *CURRENT SURVEY CONTROL
 MN0112  ______________________________________________________________________
 MN0112* NAD 83(1986) POSITION- 41 38 07.     (N) 102 59 00.     (W)   SCALED
 MN0112* NAVD 88 ORTHO HEIGHT -  1104.564 (meters)     3623.89  (feet) ADJUSTED
 MN0112  ______________________________________________________________________
 MN0112  GEOID HEIGHT    -        -19.580 (meters)                     GEOID18
 MN0112  DYNAMIC HEIGHT  -       1103.866 (meters)     3621.60  (feet) COMP
 MN0112  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 MN0112
 MN0112  VERT ORDER      -  SECOND    CLASS 0
 MN0112
 MN0112.The horizontal coordinates were scaled from a map and have
 MN0112.an estimated accuracy of +/- 6 seconds.
 MN0112
 MN0112.The orthometric height was determined by differential leveling and
 MN0112.adjusted by the NATIONAL GEODETIC SURVEY
 MN0112.in June 1991.
 MN0112
 MN0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0112.GEOID18 height accuracy estimate available here.
 MN0112
 MN0112.Click photographs - Photos may exist for this station.
 MN0112
 MN0112.The dynamic height is computed by dividing the NAVD 88
 MN0112.geopotential number by the normal gravity value computed on the
 MN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0112.degrees latitude (g = 980.6199 gals.).
 MN0112
 MN0112.The modeled gravity was interpolated from observed gravity values.
 MN0112
 MN0112;                    North         East    Units  Estimated Accuracy
 MN0112;SPC NE       -   204,350.      251,560.      MT  (+/- 180 meters Scaled)
 MN0112
 MN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG679112(NAD 83)
 MN0112
 MN0112                          SUPERSEDED SURVEY CONTROL
 MN0112
 MN0112  NGVD 29 (??/??/92) 1104.006  (m)         3622.06   (f) ADJ UNCH    2 0
 MN0112
 MN0112.Superseded values are not recommended for survey control.
 MN0112
 MN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0112.See file dsdata.pdf to determine how the superseded data were derived.
 MN0112
 MN0112_MARKER: DB = BENCH MARK DISK
 MN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0112_STAMPING: K 51 1934
 MN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0112+STABILITY: SURFACE MOTION
 MN0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0112+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 MN0112
 MN0112  HISTORY     - Date     Condition        Report By
 MN0112  HISTORY     - 1934     MONUMENTED       CGS
 MN0112  HISTORY     - 1942     GOOD             CGS
 MN0112  HISTORY     - 20080222 GOOD             NEDR
 MN0112  HISTORY     - 20090520 MARK NOT FOUND   NEDR
 MN0112
 MN0112                          STATION DESCRIPTION
 MN0112
 MN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0112'6.5 MI E FROM NORTHPORT.
 MN0112'ABOUT 6.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0112'STATION AT NORTHPORT, MORRILL COUNTY, ABOUT 12 POLES EAST OF
 MN0112'MILEPOST 108, 128 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 MN0112'45 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 10 FEET
 MN0112'WEST OF A POLE.  A STANDARD DISK, STAMPED K 51 1934 AND SET IN
 MN0112'THE TOP OF A CONCRETE POST.
 MN0112
 MN0112                          STATION RECOVERY (1942)
 MN0112
 MN0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0112'RECOVERED IN GOOD CONDITION.
 MN0112
 MN0112                          STATION RECOVERY (2008)
 MN0112
 MN0112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 MN0112'FROM INTERSECTION OF HWY 385 NAD 26 IN NORTHPORT DRIVE 6.5 MILES EAST
 MN0112'TO RAIL ROAD MILE POST 108, DISK IS 8 POST EAST, 76 FEET SOUTH OF
 MN0112'SOUTH RAIL, 77 FEET WEST OF CENTER OF DRIVEWAY TO YELLOWDOG CAMP IN
 MN0112'FENCE. THE DISK IS STAMPED K 51 REST 1996
 MN0112
 MN0112                          STATION RECOVERY (2009)
 MN0112
 MN0112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (AEA)
 MN0112'THE MARKER HAS BEEN RESET NO DATA SHEET ON RECORED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0061 ***********************************************************************
 MN0061  DESIGNATION -  K 52
 MN0061  PID         -  MN0061
 MN0061  STATE/COUNTY-  NE/GARDEN
 MN0061  COUNTRY     -  US
 MN0061  USGS QUAD   -  LEWELLEN (2017)
 MN0061
 MN0061                         *CURRENT SURVEY CONTROL
 MN0061  ______________________________________________________________________
 MN0061* NAD 83(1986) POSITION- 41 21 59.     (N) 102 13 57.     (W)   SCALED
 MN0061* NAVD 88 ORTHO HEIGHT -  1019.368 (meters)     3344.38  (feet) ADJUSTED
 MN0061  ______________________________________________________________________
 MN0061  GEOID HEIGHT    -        -20.168 (meters)                     GEOID18
 MN0061  DYNAMIC HEIGHT  -       1018.740 (meters)     3342.32  (feet) COMP
 MN0061  MODELED GRAVITY -    979,971.9   (mgal)                       NAVD 88
 MN0061
 MN0061  VERT ORDER      -  SECOND    CLASS 0
 MN0061
 MN0061.The horizontal coordinates were scaled from a map and have
 MN0061.an estimated accuracy of +/- 6 seconds.
 MN0061
 MN0061.The orthometric height was determined by differential leveling and
 MN0061.adjusted by the NATIONAL GEODETIC SURVEY
 MN0061.in June 1991.
 MN0061
 MN0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0061.GEOID18 height accuracy estimate available here.
 MN0061
 MN0061.Click photographs - Photos may exist for this station.
 MN0061
 MN0061.The dynamic height is computed by dividing the NAVD 88
 MN0061.geopotential number by the normal gravity value computed on the
 MN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0061.degrees latitude (g = 980.6199 gals.).
 MN0061
 MN0061.The modeled gravity was interpolated from observed gravity values.
 MN0061
 MN0061;                    North         East    Units  Estimated Accuracy
 MN0061;SPC NE       -   172,620.      313,300.      MT  (+/- 180 meters Scaled)
 MN0061
 MN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF314831(NAD 83)
 MN0061
 MN0061                          SUPERSEDED SURVEY CONTROL
 MN0061
 MN0061  NGVD 29 (??/??/92) 1018.884  (m)         3342.79   (f) ADJ UNCH    2 0
 MN0061
 MN0061.Superseded values are not recommended for survey control.
 MN0061
 MN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0061.See file dsdata.pdf to determine how the superseded data were derived.
 MN0061
 MN0061_MARKER: DB = BENCH MARK DISK
 MN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0061_STAMPING: K 52 1934
 MN0061_MARK LOGO: CGS
 MN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0061+STABILITY: SURFACE MOTION
 MN0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0061+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0061
 MN0061  HISTORY     - Date     Condition        Report By
 MN0061  HISTORY     - 1934     MONUMENTED       CGS
 MN0061  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0061  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0061
 MN0061                          STATION DESCRIPTION
 MN0061
 MN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0061'6.5 MI E FROM OSHKOSH.
 MN0061'ABOUT 6.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0061'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 9 POLES WEST OF MILEPOST
 MN0061'64, ABOUT 1-1/2 POLES WEST OF THE ENTRANCE TO A FARMYARD, 43 FEET
 MN0061'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 41 FEET NORTH OF
 MN0061'THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED
 MN0061'K 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- VERY
 MN0061'POSSIBLE THAT BM IS STILL COVERED UP WITH BLOW SAND OR HAS BEEN
 MN0061'DESTROYED ACCORDING TO LOCAL FARMER.
 MN0061
 MN0061                          STATION RECOVERY (1971)
 MN0061
 MN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0061'MARK NOT FOUND.
 MN0061
 MN0061                          STATION RECOVERY (1992)
 MN0061
 MN0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0287 ***********************************************************************
 MN0287  DESIGNATION -  K 54
 MN0287  PID         -  MN0287
 MN0287  STATE/COUNTY-  NE/BANNER
 MN0287  COUNTRY     -  US
 MN0287  USGS QUAD   -  HARRISBURG (2017)
 MN0287
 MN0287                         *CURRENT SURVEY CONTROL
 MN0287  ______________________________________________________________________
 MN0287* NAD 83(1986) POSITION- 41 35 23.     (N) 103 40 35.     (W)   SCALED
 MN0287* NAVD 88 ORTHO HEIGHT -  1331.181 (meters)     4367.38  (feet) ADJUSTED
 MN0287  ______________________________________________________________________
 MN0287  GEOID HEIGHT    -        -19.120 (meters)                     GEOID18
 MN0287  DYNAMIC HEIGHT  -       1330.232 (meters)     4364.27  (feet) COMP
 MN0287  MODELED GRAVITY -    979,864.8   (mgal)                       NAVD 88
 MN0287
 MN0287  VERT ORDER      -  SECOND    CLASS 0
 MN0287
 MN0287.The horizontal coordinates were scaled from a map and have
 MN0287.an estimated accuracy of +/- 6 seconds.
 MN0287
 MN0287.The orthometric height was determined by differential leveling and
 MN0287.adjusted by the NATIONAL GEODETIC SURVEY
 MN0287.in June 1991.
 MN0287
 MN0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0287.GEOID18 height accuracy estimate available here.
 MN0287
 MN0287.Click photographs - Photos may exist for this station.
 MN0287
 MN0287.The dynamic height is computed by dividing the NAVD 88
 MN0287.geopotential number by the normal gravity value computed on the
 MN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0287.degrees latitude (g = 980.6199 gals.).
 MN0287
 MN0287.The modeled gravity was interpolated from observed gravity values.
 MN0287
 MN0287;                    North         East    Units  Estimated Accuracy
 MN0287;SPC NE       -   201,520.      193,660.      MT  (+/- 180 meters Scaled)
 MN0287
 MN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG103050(NAD 83)
 MN0287
 MN0287                          SUPERSEDED SURVEY CONTROL
 MN0287
 MN0287  NGVD 29 (??/??/92) 1330.485  (m)         4365.10   (f) ADJ UNCH    2 0
 MN0287
 MN0287.Superseded values are not recommended for survey control.
 MN0287
 MN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0287.See file dsdata.pdf to determine how the superseded data were derived.
 MN0287
 MN0287_MARKER: DB = BENCH MARK DISK
 MN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0287_STAMPING: K 54 1934
 MN0287_MARK LOGO: CGS
 MN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0287+STABILITY: SURFACE MOTION
 MN0287
 MN0287  HISTORY     - Date     Condition        Report By
 MN0287  HISTORY     - 1934     MONUMENTED       CGS
 MN0287  HISTORY     - 1971     MARK NOT FOUND   NGS
 MN0287  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0287
 MN0287                          STATION DESCRIPTION
 MN0287
 MN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0287'18.5 MI S FROM GERING.
 MN0287'IN BANNER COUNTY, ABOUT 18.5 MILES SOUTH ALONG STATE HIGHWAY
 MN0287'29 FROM THE COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, ABOUT
 MN0287'5.2 MILES NORTH OF HARRISBURG, ABOUT 0.6 MILE SOUTH OF A
 MN0287'SCHOOLHOUSE, 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MN0287'CEMENT CULVERT, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MN0287'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0287'STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0287
 MN0287                          STATION RECOVERY (1971)
 MN0287
 MN0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MN0287'MARK NOT FOUND.
 MN0287
 MN0287                          STATION RECOVERY (1974)
 MN0287
 MN0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0188 ***********************************************************************
 MN0188  DESIGNATION -  K 55 RESET
 MN0188  PID         -  MN0188
 MN0188  STATE/COUNTY-  NE/BANNER
 MN0188  COUNTRY     -  US
 MN0188  USGS QUAD   -  HACKBERRY CREEK (2017)
 MN0188
 MN0188                         *CURRENT SURVEY CONTROL
 MN0188  ______________________________________________________________________
 MN0188* NAD 83(1986) POSITION- 41 35 01.43   (N) 103 26 43.40   (W)   HD_HELD1
 MN0188* NAVD 88 ORTHO HEIGHT -  1253.85  (meters)     4113.7   (feet) RESET
 MN0188  ______________________________________________________________________
 MN0188  GEOID HEIGHT    -        -19.450 (meters)                     GEOID18
 MN0188  VERT ORDER      -  THIRD
 MN0188
 MN0188.The horizontal coordinates were determined by differentially corrected
 MN0188.hand held GPS observations or other comparable positioning techniques
 MN0188.and have an estimated accuracy of +/- 3 meters.
 MN0188
 MN0188.The orthometric height was computed from unverified reset data.
 MN0188
 MN0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0188.GEOID18 height accuracy estimate available here.
 MN0188
 MN0188.Click photographs - Photos may exist for this station.
 MN0188
 MN0188;                    North         East    Units  Estimated Accuracy
 MN0188;SPC NE       -   200,060.3     212,867.9     MT  (+/- 3 meters HH1 GPS) 
 MN0188
 MN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2958604726(NAD 83)
 MN0188
 MN0188                          SUPERSEDED SURVEY CONTROL
 MN0188
 MN0188  NGVD 29 (??/??/??) 1253.20   (m)         4111.5    (f) RESET       3  
 MN0188
 MN0188.Superseded values are not recommended for survey control.
 MN0188
 MN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0188.See file dsdata.pdf to determine how the superseded data were derived.
 MN0188
 MN0188_MARKER: DB = BENCH MARK DISK
 MN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0188_STAMPING: K 55 RESET 1966
 MN0188_MARK LOGO: CGS
 MN0188_PROJECTION: RECESSED 12 CENTIMETERS
 MN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0188+STABILITY: SURFACE MOTION
 MN0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0188+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2021
 MN0188
 MN0188  HISTORY     - Date     Condition        Report By
 MN0188  HISTORY     - 1966     MONUMENTED       CGS
 MN0188  HISTORY     - 20111018 GOOD             NEDR
 MN0188  HISTORY     - 20210504 GOOD             NEGS
 MN0188
 MN0188                          STATION DESCRIPTION
 MN0188
 MN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0188'9 MI W FROM REDINGTON.
 MN0188'ABOUT 9.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0188'IN REDINGTON, 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0188'39.5 FEET EAST OF A JOG IN A RIGHT-OF-WAY FENCE, 16 FEET EAST
 MN0188'OF THE CENTER OF A WIRE GATE, 1.5 FEET EAST OF A METAL WITNESS
 MN0188'POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND IS A STANDARD
 MN0188'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0188'3 INCHES.
 MN0188
 MN0188                          STATION RECOVERY (2011)
 MN0188
 MN0188'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0188'RECOVERED IN GOOD CONDITION.
 MN0188
 MN0188                          STATION RECOVERY (2021)
 MN0188
 MN0188'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JH)
 MN0188'TO REACH FROM THE SOUTH JUNCTION OF NE. HIGHWAY 71 AND NE. HIGHWAY 88
 MN0188'EAST OF HARRISBURG, NE., GO EAST ON NE. HIGHWAY 88 APPROXIMATELY 12.0
 MN0188'MI (19.3 KM) TO MILE POST 35.51 AND THE MARK IS ON THE LEFT (NORTH)
 MN0188'SIDE OF THE NORTHEAST.  HIGHWAY 88.  THE MARK IS 60.0 FT (18.3 M)
 MN0188'NORTH OF THE CENTERLINE OF THE NORTHEAST.  HIGHWAY 88, 39.5 FT (12.0
 MN0188'M) EAST OF A JOG IN A RIGHT-OF-WAY FENCE, 16.0 FT (4.9 M) EAST OF THE
 MN0188'CENTER OF A WIRE GATE, 1.5 FT (0.5 M) EAST OF A METAL WITNESS POST AND
 MN0188'1.0 FT (0.3 M) SOUTH OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0847 ***********************************************************************
 ML0847  DESIGNATION -  K 56
 ML0847  PID         -  ML0847
 ML0847  STATE/COUNTY-  NE/CUSTER
 ML0847  COUNTRY     -  US
 ML0847  USGS QUAD   -  ANSELMO NW (2017)
 ML0847
 ML0847                         *CURRENT SURVEY CONTROL
 ML0847  ______________________________________________________________________
 ML0847* NAD 83(1986) POSITION- 41 43 53.     (N) 099 59 37.     (W)   SCALED
 ML0847* NAVD 88 ORTHO HEIGHT -   822.259 (meters)     2697.69  (feet) ADJUSTED
 ML0847  ______________________________________________________________________
 ML0847  GEOID HEIGHT    -        -22.295 (meters)                     GEOID18
 ML0847  DYNAMIC HEIGHT  -        821.836 (meters)     2696.31  (feet) COMP
 ML0847  MODELED GRAVITY -    980,081.0   (mgal)                       NAVD 88
 ML0847
 ML0847  VERT ORDER      -  SECOND    CLASS 0
 ML0847
 ML0847.The horizontal coordinates were scaled from a map and have
 ML0847.an estimated accuracy of +/- 6 seconds.
 ML0847
 ML0847.The orthometric height was determined by differential leveling and
 ML0847.adjusted by the NATIONAL GEODETIC SURVEY
 ML0847.in June 1991.
 ML0847
 ML0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0847.GEOID18 height accuracy estimate available here.
 ML0847
 ML0847.Click photographs - Photos may exist for this station.
 ML0847
 ML0847.The dynamic height is computed by dividing the NAVD 88
 ML0847.geopotential number by the normal gravity value computed on the
 ML0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0847.degrees latitude (g = 980.6199 gals.).
 ML0847
 ML0847.The modeled gravity was interpolated from observed gravity values.
 ML0847
 ML0847;                    North         East    Units  Estimated Accuracy
 ML0847;SPC NE       -   210,730.      500,530.      MT  (+/- 180 meters Scaled)
 ML0847
 ML0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM173204(NAD 83)
 ML0847
 ML0847                          SUPERSEDED SURVEY CONTROL
 ML0847
 ML0847  NGVD 29 (??/??/92)  821.968  (m)         2696.74   (f) ADJ UNCH    2 0
 ML0847
 ML0847.Superseded values are not recommended for survey control.
 ML0847
 ML0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0847.See file dsdata.pdf to determine how the superseded data were derived.
 ML0847
 ML0847_MARKER: DB = BENCH MARK DISK
 ML0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0847_STAMPING: K 56 1934
 ML0847_MARK LOGO: CGS
 ML0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0847+STABILITY: SURFACE MOTION
 ML0847
 ML0847  HISTORY     - Date     Condition        Report By
 ML0847  HISTORY     - 1934     MONUMENTED       CGS
 ML0847  HISTORY     - 1939     GOOD             CGS
 ML0847  HISTORY     - 1977     GOOD             BNRR
 ML0847  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0847
 ML0847                          STATION DESCRIPTION
 ML0847
 ML0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0847'2 MI SE FROM LINSCOTT.
 ML0847'IN CUSTER COUNTY, 2.0 MILES SOUTHEAST ALONG THE CHICAGO,
 ML0847'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LINSCOTT,
 ML0847'BLAINE COUNTY, 2 POLES SOUTHEAST OF MILEPOST 206, 169 FEET
 ML0847'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 2, 36 FEET
 ML0847'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 4 FEET
 ML0847'SOUTH OF POLE.  A STANDARD DISK, STAMPED X 56 1934 AND SET
 ML0847'IN THE TOP OF A CONCRETE POST.
 ML0847
 ML0847                          STATION RECOVERY (1977)
 ML0847
 ML0847'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 ML0847'RECOVERED IN GOOD CONDITION.
 ML0847
 ML0847                          STATION RECOVERY (2021)
 ML0847
 ML0847'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0847'SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0761 ***********************************************************************
 NP0761  DESIGNATION -  K 57 RESET
 NP0761  PID         -  NP0761
 NP0761  STATE/COUNTY-  NE/BOX BUTTE
 NP0761  COUNTRY     -  US
 NP0761  USGS QUAD   -  MARSLAND SE (2017)
 NP0761
 NP0761                         *CURRENT SURVEY CONTROL
 NP0761  ______________________________________________________________________
 NP0761* NAD 83(1986) POSITION- 42 19 23.     (N) 103 16 08.     (W)   SCALED
 NP0761* NAVD 88 ORTHO HEIGHT -  1355.42  (meters)     4446.9   (feet) RESET
 NP0761  ______________________________________________________________________
 NP0761  GEOID HEIGHT    -        -18.201 (meters)                     GEOID18
 NP0761  VERT ORDER      -  THIRD
 NP0761
 NP0761.The horizontal coordinates were scaled from a map and have
 NP0761.an estimated accuracy of +/- 6 seconds.
 NP0761
 NP0761.The orthometric height was computed from unverified reset data.
 NP0761
 NP0761.No vertical observational check was made to the station.
 NP0761
 NP0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0761.GEOID18 height accuracy estimate available here.
 NP0761
 NP0761.Click photographs - Photos may exist for this station.
 NP0761
 NP0761;                    North         East    Units  Estimated Accuracy
 NP0761;SPC NE       -   281,520.      230,670.      MT  (+/- 180 meters Scaled)
 NP0761
 NP0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG426870(NAD 83)
 NP0761
 NP0761                          SUPERSEDED SURVEY CONTROL
 NP0761
 NP0761  NGVD 29 (01/31/13) 1354.74   (m)         4444.7    (f) RESET       3  
 NP0761
 NP0761.Superseded values are not recommended for survey control.
 NP0761
 NP0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0761.See file dsdata.pdf to determine how the superseded data were derived.
 NP0761
 NP0761_MARKER: DV = VERTICAL CONTROL DISK
 NP0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0761_STAMPING: K 57 RESET 1988
 NP0761_MARK LOGO: NGS
 NP0761_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0761+STABILITY: SURFACE MOTION
 NP0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0761+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0761
 NP0761  HISTORY     - Date     Condition        Report By
 NP0761  HISTORY     - 1988     MONUMENTED       NEDR
 NP0761
 NP0761                          STATION DESCRIPTION
 NP0761
 NP0761'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0761'ABOUT 10 MI (16.1 KM) WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY
 NP0761'OF STATE HIGHWAY 2, AT A FIELD ENTRANCE ROAD AND IN THE SE1/4, SEC09,
 NP0761'T27N, R51W, FROM THE POST OFFICE IN HEMINGFORD GO WEST ON STATE
 NP0761'HIGHWAY 2 FOR 10.0 MI (16.1 KM) TO THE MARK ON THE RIGHT.  THE DISK
 NP0761'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THE PROJECTS ABOUT
 NP0761'0.2 FT (0.1 M) ABOVE THE GROUND SURFACE.  IT IS 70.0 FT (21.3 M)
 NP0761'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 16.05 FT (4.89 M) SOUTHWEST
 NP0761'FROM THE FIRST FENCE POST NORTH FROM A FENCE CORNER AND 1.7 FT (0.5
 NP0761'M) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0101 ***********************************************************************
 MN0101  DESIGNATION -  K 59
 MN0101  PID         -  MN0101
 MN0101  STATE/COUNTY-  NE/CHEYENNE
 MN0101  COUNTRY     -  US
 MN0101  USGS QUAD   -  LODGEPOLE (2017)
 MN0101
 MN0101                         *CURRENT SURVEY CONTROL
 MN0101  ______________________________________________________________________
 MN0101* NAD 83(1986) POSITION- 41 09 16.     (N) 102 43 07.     (W)   SCALED
 MN0101* NAVD 88 ORTHO HEIGHT -  1187.791 (meters)     3896.94  (feet) ADJUSTED
 MN0101  ______________________________________________________________________
 MN0101  GEOID HEIGHT    -        -19.955 (meters)                     GEOID18
 MN0101  DYNAMIC HEIGHT  -       1186.979 (meters)     3894.28  (feet) COMP
 MN0101  MODELED GRAVITY -    979,899.4   (mgal)                       NAVD 88
 MN0101
 MN0101  VERT ORDER      -  SECOND    CLASS 0
 MN0101
 MN0101.The horizontal coordinates were scaled from a map and have
 MN0101.an estimated accuracy of +/- 6 seconds.
 MN0101
 MN0101.The orthometric height was determined by differential leveling and
 MN0101.adjusted by the NATIONAL GEODETIC SURVEY
 MN0101.in June 1991.
 MN0101
 MN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0101.GEOID18 height accuracy estimate available here.
 MN0101
 MN0101.Click photographs - Photos may exist for this station.
 MN0101
 MN0101.The dynamic height is computed by dividing the NAVD 88
 MN0101.geopotential number by the normal gravity value computed on the
 MN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0101.degrees latitude (g = 980.6199 gals.).
 MN0101
 MN0101.The modeled gravity was interpolated from observed gravity values.
 MN0101
 MN0101;                    North         East    Units  Estimated Accuracy
 MN0101;SPC NE       -   150,260.      271,920.      MT  (+/- 180 meters Scaled)
 MN0101
 MN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF914584(NAD 83)
 MN0101
 MN0101                          SUPERSEDED SURVEY CONTROL
 MN0101
 MN0101  NGVD 29 (??/??/92) 1187.243  (m)         3895.15   (f) ADJ UNCH    2 0
 MN0101
 MN0101.Superseded values are not recommended for survey control.
 MN0101
 MN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0101.See file dsdata.pdf to determine how the superseded data were derived.
 MN0101
 MN0101_MARKER: DB = BENCH MARK DISK
 MN0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0101_SP_SET: BRIDGE
 MN0101_STAMPING: K 59 1934
 MN0101_MARK LOGO: CGS
 MN0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0101
 MN0101  HISTORY     - Date     Condition        Report By
 MN0101  HISTORY     - 1934     MONUMENTED       CGS
 MN0101  HISTORY     - 1947     GOOD             CGS
 MN0101
 MN0101                          STATION DESCRIPTION
 MN0101
 MN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0101'4.2 MI W FROM LODGE POLE.
 MN0101'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0101'AT LODGE POLE, CHEYENNE COUNTY, AT BRIDGE 394.03, AND IN THE
 MN0101'TOP OF THE SOUTHEAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 MN0101'K 59 1934.
 MN0101
 MN0101                          STATION RECOVERY (1947)
 MN0101
 MN0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MN0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5253 ***********************************************************************
 DG5253  DESIGNATION -  K 59 RESET
 DG5253  PID         -  DG5253
 DG5253  STATE/COUNTY-  NE/CHEYENNE
 DG5253  COUNTRY     -  US
 DG5253  USGS QUAD   -  LODGEPOLE (2017)
 DG5253
 DG5253                         *CURRENT SURVEY CONTROL
 DG5253  ______________________________________________________________________
 DG5253* NAD 83(1986) POSITION- 41 09 16.     (N) 102 43 07.     (W)   SCALED
 DG5253* NAVD 88 ORTHO HEIGHT -  1186.77  (meters)     3893.6   (feet) RESET
 DG5253  ______________________________________________________________________
 DG5253  GEOID HEIGHT    -        -19.955 (meters)                     GEOID18
 DG5253  VERT ORDER      -  THIRD
 DG5253
 DG5253.The horizontal coordinates were scaled from a map and have
 DG5253.an estimated accuracy of +/- 6 seconds.
 DG5253
 DG5253.The orthometric height was computed from unverified reset data.
 DG5253
 DG5253.No vertical observational check was made to the station.
 DG5253
 DG5253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5253.GEOID18 height accuracy estimate available here.
 DG5253
 DG5253.Click photographs - Photos may exist for this station.
 DG5253
 DG5253;                    North         East    Units  Estimated Accuracy
 DG5253;SPC NE       -   150,260.      271,920.      MT  (+/- 180 meters Scaled)
 DG5253
 DG5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF914584(NAD 83)
 DG5253
 DG5253                          SUPERSEDED SURVEY CONTROL
 DG5253
 DG5253.No superseded survey control is available for this station.
 DG5253
 DG5253_MARKER: DV = VERTICAL CONTROL DISK
 DG5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5253_STAMPING: K 59 RESET 2002
 DG5253_MARK LOGO: NGS
 DG5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5253+STABILITY: SURFACE MOTION
 DG5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5253+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 DG5253
 DG5253  HISTORY     - Date     Condition        Report By
 DG5253  HISTORY     - 2002     MONUMENTED       NEDR
 DG5253  HISTORY     - 20100315 GOOD             NEDR
 DG5253
 DG5253                          STATION DESCRIPTION
 DG5253
 DG5253'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002
 DG5253'FROM HIGHWAY 30 AND MCBRIDE STREET IN LODGEPOLE, GO WEST ON HIGHWAY 30
 DG5253'APPROXIMATELY 4.25 MILES TO BM IN SOUTH ROW OF RAILROAD. 227 FEET
 DG5253'SOUTH OF CENTERLINE OF HIGHWAY 30.
 DG5253
 DG5253                          STATION RECOVERY (2010)
 DG5253
 DG5253'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (AEA)
 DG5253'DESCRIBTION GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0001 ***********************************************************************
 LJ0001  DESIGNATION -  K 6
 LJ0001  PID         -  LJ0001
 LJ0001  STATE/COUNTY-  NE/DAWSON
 LJ0001  COUNTRY     -  US
 LJ0001  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0001
 LJ0001                         *CURRENT SURVEY CONTROL
 LJ0001  ______________________________________________________________________
 LJ0001* NAD 83(1986) POSITION- 40 52 03.     (N) 100 00 53.     (W)   SCALED
 LJ0001* NAVD 88 ORTHO HEIGHT -   762.357 (meters)     2501.17  (feet) ADJUSTED
 LJ0001  ______________________________________________________________________
 LJ0001  GEOID HEIGHT    -        -23.371 (meters)                     GEOID18
 LJ0001  DYNAMIC HEIGHT  -        761.909 (meters)     2499.70  (feet) COMP
 LJ0001  MODELED GRAVITY -    980,011.8   (mgal)                       NAVD 88
 LJ0001
 LJ0001  VERT ORDER      -  FIRST     CLASS II
 LJ0001
 LJ0001.The horizontal coordinates were scaled from a map and have
 LJ0001.an estimated accuracy of +/- 6 seconds.
 LJ0001
 LJ0001.The orthometric height was determined by differential leveling and
 LJ0001.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0001.in June 1991.
 LJ0001
 LJ0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0001.GEOID18 height accuracy estimate available here.
 LJ0001
 LJ0001.Click photographs - Photos may exist for this station.
 LJ0001
 LJ0001.The dynamic height is computed by dividing the NAVD 88
 LJ0001.geopotential number by the normal gravity value computed on the
 LJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0001.degrees latitude (g = 980.6199 gals.).
 LJ0001
 LJ0001.The modeled gravity was interpolated from observed gravity values.
 LJ0001
 LJ0001;                    North         East    Units  Estimated Accuracy
 LJ0001;SPC NE       -   114,820.      498,760.      MT  (+/- 180 meters Scaled)
 LJ0001
 LJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML144245(NAD 83)
 LJ0001
 LJ0001                          SUPERSEDED SURVEY CONTROL
 LJ0001
 LJ0001  NGVD 29 (??/??/92)  762.066  (m)         2500.21   (f) ADJ UNCH    1 2
 LJ0001
 LJ0001.Superseded values are not recommended for survey control.
 LJ0001
 LJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0001.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0001
 LJ0001_MARKER: DB = BENCH MARK DISK
 LJ0001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LJ0001_SP_SET: BOX CULVERT HEADWALL
 LJ0001_STAMPING: 2500.238 K 6 1933
 LJ0001_MARK LOGO: CGS
 LJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0001+STABILITY: SURFACE MOTION
 LJ0001
 LJ0001  HISTORY     - Date     Condition        Report By
 LJ0001  HISTORY     - 1933     MONUMENTED       CGS
 LJ0001  HISTORY     - 1950     GOOD             CGS
 LJ0001  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0001
 LJ0001                          STATION DESCRIPTION
 LJ0001
 LJ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0001'1.8 MI NW FROM COZAD.
 LJ0001'ABOUT 1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0001'COZAD, DAWSON COUNTY, ABOUT 40 YARDS NORTHEAST OF MILEPOST 240,
 LJ0001'AT A COUNTY-ROAD CROSSING, 126 FEET SOUTH OF THE CENTER LINE OF
 LJ0001'U.S. HIGHWAY 30, 44 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LJ0001'6.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND
 LJ0001'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 LJ0001'A BOX CULVERT.  A STANDARD DISK, STAMPED 2500.238 K 6 1933.
 LJ0001
 LJ0001                          STATION RECOVERY (1950)
 LJ0001
 LJ0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LJ0001'RECOVERED IN GOOD CONDITION.
 LJ0001
 LJ0001                          STATION RECOVERY (1986)
 LJ0001
 LJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0001'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0002 ***********************************************************************
 LJ0002  DESIGNATION -  K 6 RESET
 LJ0002  PID         -  LJ0002
 LJ0002  STATE/COUNTY-  NE/DAWSON
 LJ0002  COUNTRY     -  US
 LJ0002  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0002
 LJ0002                         *CURRENT SURVEY CONTROL
 LJ0002  ______________________________________________________________________
 LJ0002* NAD 83(1986) POSITION- 40 52 03.     (N) 100 00 54.     (W)   SCALED
 LJ0002* NAVD 88 ORTHO HEIGHT -   763.069 (meters)     2503.50  (feet) ADJUSTED
 LJ0002  ______________________________________________________________________
 LJ0002  GEOID HEIGHT    -        -23.371 (meters)                     GEOID18
 LJ0002  DYNAMIC HEIGHT  -        762.621 (meters)     2502.03  (feet) COMP
 LJ0002  MODELED GRAVITY -    980,011.8   (mgal)                       NAVD 88
 LJ0002
 LJ0002  VERT ORDER      -  FIRST     CLASS II
 LJ0002
 LJ0002.The horizontal coordinates were scaled from a map and have
 LJ0002.an estimated accuracy of +/- 6 seconds.
 LJ0002
 LJ0002.The orthometric height was determined by differential leveling and
 LJ0002.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0002.in June 1991.
 LJ0002
 LJ0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0002.GEOID18 height accuracy estimate available here.
 LJ0002
 LJ0002.Click photographs - Photos may exist for this station.
 LJ0002
 LJ0002.The dynamic height is computed by dividing the NAVD 88
 LJ0002.geopotential number by the normal gravity value computed on the
 LJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0002.degrees latitude (g = 980.6199 gals.).
 LJ0002
 LJ0002.The modeled gravity was interpolated from observed gravity values.
 LJ0002
 LJ0002;                    North         East    Units  Estimated Accuracy
 LJ0002;SPC NE       -   114,820.      498,740.      MT  (+/- 180 meters Scaled)
 LJ0002
 LJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML144245(NAD 83)
 LJ0002
 LJ0002                          SUPERSEDED SURVEY CONTROL
 LJ0002
 LJ0002  NGVD 29 (02/14/92)  762.765  (m)         2502.50   (f) ADJUSTED    1 2
 LJ0002
 LJ0002.Superseded values are not recommended for survey control.
 LJ0002
 LJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0002.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0002
 LJ0002_MARKER: DV = VERTICAL CONTROL DISK
 LJ0002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0002_SP_SET: CULVERT HEADWALL
 LJ0002_STAMPING: K 6 RESET 1973
 LJ0002_MARK LOGO: NGS
 LJ0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0002+STABILITY: SURFACE MOTION
 LJ0002
 LJ0002  HISTORY     - Date     Condition        Report By
 LJ0002  HISTORY     - 1973     MONUMENTED       UPRR
 LJ0002  HISTORY     - 1986     POOR             NGS
 LJ0002  HISTORY     - 19981028 GOOD             LOCENG
 LJ0002
 LJ0002                          STATION DESCRIPTION
 LJ0002
 LJ0002'DESCRIBED BY UNION PACIFIC RAILROAD 1973
 LJ0002'1.8 MI NW FROM COZAD.
 LJ0002'ABOUT 1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0002'COZAD, DAWSON COUNTY ABOUT 40 YARDS NORTHEAST OF MILEPOST 240,
 LJ0002'AT A COUNTY ROAD CROSSING, 126 FEET SOUTH OF THE CENTER LINE OF
 LJ0002'U.S. HIGHWAY 30, 44 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LJ0002'6.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND
 LJ0002'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 LJ0002'A BOX CULVERT (CULV. 239.99).  A STANDARD DISK, STAMPED K 6
 LJ0002'RESET 1973.
 LJ0002
 LJ0002                          STATION RECOVERY (1986)
 LJ0002
 LJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0002'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 LJ0002'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LJ0002'STATION AT COZAD, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LJ0002'HEADWALL FOR A 3 BY 6 FOOT BOX CULVERT UNDER THE UNION PACIFIC
 LJ0002'RAILROAD, 0.2 KM (0.13 MI) SOUTHEAST OF MILEPOST 222, 38.4 METERS (126
 LJ0002'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT) WEST OF
 LJ0002'THE CENTER OF A GRAVEL ROAD AND 2.0 METERS (6.5 FT) NORTHEAST OF THE
 LJ0002'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS.  NOTE--BENCH MARK WAS
 LJ0002'FOUND WITH NO CONCRETE UNDER THE DISK, DISK WAS LOOSE AND CONCRETE WAS
 LJ0002'REPLACED.
 LJ0002'THE MARK IS 0.2 M BELOW THE TRACKS.
 LJ0002
 LJ0002                          STATION RECOVERY (1998)
 LJ0002
 LJ0002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LJ0002'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0002'TRACK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1137 ***********************************************************************
 AI1137  DESIGNATION -  K 6 RESET
 AI1137  PID         -  AI1137
 AI1137  STATE/COUNTY-  NE/DAWSON
 AI1137  COUNTRY     -  US
 AI1137  USGS QUAD   -  GOTHENBURG SE (2017)
 AI1137
 AI1137                         *CURRENT SURVEY CONTROL
 AI1137  ______________________________________________________________________
 AI1137* NAD 83(1986) POSITION- 40 52 03.     (N) 100 00 54.     (W)   SCALED
 AI1137* NAVD 88 ORTHO HEIGHT -   762.21  (meters)     2500.7   (feet) RESET
 AI1137  ______________________________________________________________________
 AI1137  GEOID HEIGHT    -        -23.371 (meters)                     GEOID18
 AI1137  VERT ORDER      -  THIRD
 AI1137
 AI1137.The horizontal coordinates were scaled from a map and have
 AI1137.an estimated accuracy of +/- 6 seconds.
 AI1137
 AI1137.The orthometric height was computed from unverified reset data.
 AI1137
 AI1137.No vertical observational check was made to the station.
 AI1137
 AI1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1137.GEOID18 height accuracy estimate available here.
 AI1137
 AI1137.Click photographs - Photos may exist for this station.
 AI1137
 AI1137;                    North         East    Units  Estimated Accuracy
 AI1137;SPC NE       -   114,820.      498,740.      MT  (+/- 180 meters Scaled)
 AI1137
 AI1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML144245(NAD 83)
 AI1137
 AI1137                          SUPERSEDED SURVEY CONTROL
 AI1137
 AI1137.No superseded survey control is available for this station.
 AI1137
 AI1137_MARKER: DV = VERTICAL CONTROL DISK
 AI1137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI1137_SP_SET: CULVERT HEADWALL
 AI1137_STAMPING: K 6 RESET 1998
 AI1137_MARK LOGO: NGS
 AI1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1137+STABILITY: SURFACE MOTION
 AI1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1137+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1137
 AI1137  HISTORY     - Date     Condition        Report By
 AI1137  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1137
 AI1137                          STATION DESCRIPTION
 AI1137
 AI1137'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1137'1.75 MI (2.82 KM) NORTHWEST ALONG U.S.  HIGHWAY 30, FROM THE UNION
 AI1137'PACIFIC RAILROAD STATION AT COZAD, TO THE MARK ON THE LEFT, AT HIGHWAY
 AI1137'MILEPOST 222+30, IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH
 AI1137'COUNTY ROAD 419, IN THE NE1/4, SEC2, T10N, R24W AND CEMENTED IN A
 AI1137'DRILLED IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 AI1137'CULVERT UNDER THE UNION PACIFIC RAILROAD, 106.0 FT (32.3 M) SOUTHWEST
 AI1137'OF THE CENTERLINE OF THE HIGHWAY, 44 FT (13.4 M) NORTHEAST OF THE
 AI1137'NORTHEAST SET OF TRACKS, 29.0 FT (8.8 M) NORTHWEST OF THE CENTERLINE
 AI1137'OF THE COUNTY ROAD AND 1.90 FT (0.58 M) WEST-SOUTHWEST OF A WITNESS
 AI1137'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0181 ***********************************************************************
 NP0181  DESIGNATION -  K 61
 NP0181  PID         -  NP0181
 NP0181  STATE/COUNTY-  NE/SHERIDAN
 NP0181  COUNTRY     -  US
 NP0181  USGS QUAD   -  ANTIOCH (2017)
 NP0181
 NP0181                         *CURRENT SURVEY CONTROL
 NP0181  ______________________________________________________________________
 NP0181* NAD 83(1986) POSITION- 42 04 02.07   (N) 102 32 44.42   (W)   HD_HELD1
 NP0181* NAVD 88 ORTHO HEIGHT -  1185.590 (meters)     3889.72  (feet) ADJUSTED
 NP0181  ______________________________________________________________________
 NP0181  GEOID HEIGHT    -        -18.832 (meters)                     GEOID18
 NP0181  DYNAMIC HEIGHT  -       1184.910 (meters)     3887.49  (feet) COMP
 NP0181  MODELED GRAVITY -    980,007.3   (mgal)                       NAVD 88
 NP0181
 NP0181  VERT ORDER      -  SECOND    CLASS 0
 NP0181
 NP0181.The horizontal coordinates were determined by differentially corrected
 NP0181.hand held GPS observations or other comparable positioning techniques
 NP0181.and have an estimated accuracy of +/- 3 meters.
 NP0181
 NP0181.The orthometric height was determined by differential leveling and
 NP0181.adjusted by the NATIONAL GEODETIC SURVEY
 NP0181.in June 1991.
 NP0181
 NP0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0181.GEOID18 height accuracy estimate available here.
 NP0181
 NP0181.Click photographs - Photos may exist for this station.
 NP0181
 NP0181.The dynamic height is computed by dividing the NAVD 88
 NP0181.geopotential number by the normal gravity value computed on the
 NP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0181.degrees latitude (g = 980.6199 gals.).
 NP0181
 NP0181.The modeled gravity was interpolated from observed gravity values.
 NP0181
 NP0181;                    North         East    Units  Estimated Accuracy
 NP0181;SPC NE       -   251,125.2     289,403.6     MT  (+/- 3 meters HH1 GPS) 
 NP0181
 NP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0305360156(NAD 83)
 NP0181
 NP0181                          SUPERSEDED SURVEY CONTROL
 NP0181
 NP0181  NGVD 29 (??/??/92) 1185.032  (m)         3887.89   (f) ADJ UNCH    2 0
 NP0181
 NP0181.Superseded values are not recommended for survey control.
 NP0181
 NP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0181.See file dsdata.pdf to determine how the superseded data were derived.
 NP0181
 NP0181_MARKER: DB = BENCH MARK DISK
 NP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0181_STAMPING: K 61 1934
 NP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0181+STABILITY: SURFACE MOTION
 NP0181
 NP0181  HISTORY     - Date     Condition        Report By
 NP0181  HISTORY     - 1934     MONUMENTED       CGS
 NP0181  HISTORY     - 1940     GOOD             CGS
 NP0181  HISTORY     - 1977     GOOD             BNRR
 NP0181  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0181
 NP0181                          STATION DESCRIPTION
 NP0181
 NP0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0181'2 MI E FROM ANTIOCH.
 NP0181'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0181'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.5 MILE WEST OF
 NP0181'MILEPOST 348, AT THE WEST SIDE OF A HILL, 69.8 FEET SOUTHWEST
 NP0181'OF A POLE ON THE SOUTHWEST SIDE OF A HILL, 49.3 FEET SOUTH OF
 NP0181'THE SOUTH RAIL, 2.5 FEET WEST OF A 4- BY 4-INCH WHITE POST
 NP0181'PROJECTING 1.8 FEET ABOVE GROUND, AND 3.0 FEET LOWER THAN THE
 NP0181'TRACK.  A STANDARD DISK, STAMPED K 61 1934 AND SET IN THE TOP
 NP0181'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NP0181
 NP0181                          STATION RECOVERY (1977)
 NP0181
 NP0181'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0181'RECOVERED IN GOOD CONDITION.
 NP0181
 NP0181                          STATION RECOVERY (2007)
 NP0181
 NP0181'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0290 ***********************************************************************
 NO0290  CBN         -  This is a Cooperative Base Network Control Station.
 NO0290  DESIGNATION -  K 62
 NO0290  PID         -  NO0290
 NO0290  STATE/COUNTY-  NE/GRANT
 NO0290  COUNTRY     -  US
 NO0290  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0290
 NO0290                         *CURRENT SURVEY CONTROL
 NO0290  ______________________________________________________________________
 NO0290* NAD 83(2011) POSITION- 42 00 22.52806(N) 101 47 48.81336(W)   ADJUSTED
 NO0290* NAD 83(2011) ELLIP HT-  1119.388 (meters)        (06/27/12)   ADJUSTED
 NO0290* NAD 83(2011) EPOCH   -  2010.00
 NO0290* NAVD 88 ORTHO HEIGHT -  1138.710 (meters)     3735.92  (feet) ADJUSTED
 NO0290  ______________________________________________________________________
 NO0290  GEOID HEIGHT    -        -19.316 (meters)                     GEOID18
 NO0290  NAD 83(2011) X  -   -970,565.497 (meters)                     COMP
 NO0290  NAD 83(2011) Y  - -4,647,094.043 (meters)                     COMP
 NO0290  NAD 83(2011) Z  -  4,246,869.459 (meters)                     COMP
 NO0290  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NO0290  DYNAMIC HEIGHT  -       1138.073 (meters)     3733.83  (feet) COMP
 NO0290  MODELED GRAVITY -    980,022.6   (mgal)                       NAVD 88
 NO0290
 NO0290  VERT ORDER      -  SECOND    CLASS 0
 NO0290
 NO0290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0290  Standards:
 NO0290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0290  -------------------------------------------------------------------
 NO0290  NETWORK    0.34   1.00           0.16   0.11   0.51     -0.03230228
 NO0290  -------------------------------------------------------------------
 NO0290  Click here for local accuracies and other accuracy information.
 NO0290
 NO0290.The horizontal coordinates were established by GPS observations
 NO0290.and adjusted by the National Geodetic Survey in June 2012.
 NO0290
 NO0290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0290.been affixed to the stable North American tectonic plate. See 
 NO0290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0290
 NO0290.The horizontal coordinates are valid at the epoch date displayed above
 NO0290.which is a decimal equivalence of Year/Month/Day.
 NO0290
 NO0290.The orthometric height was determined by differential leveling and
 NO0290.adjusted by the NATIONAL GEODETIC SURVEY
 NO0290.in June 1991.
 NO0290
 NO0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0290.GEOID18 height accuracy estimate available here.
 NO0290
 NO0290.Click photographs - Photos may exist for this station.
 NO0290
 NO0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0290
 NO0290.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0290
 NO0290.The ellipsoidal height was determined by GPS observations
 NO0290.and is referenced to NAD 83.
 NO0290
 NO0290.The dynamic height is computed by dividing the NAVD 88
 NO0290.geopotential number by the normal gravity value computed on the
 NO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0290.degrees latitude (g = 980.6199 gals.).
 NO0290
 NO0290.The modeled gravity was interpolated from observed gravity values.
 NO0290
 NO0290. The following values were computed from the NAD 83(2011) position.
 NO0290
 NO0290;                    North         East     Units Scale Factor Converg.
 NO0290;SPC NE       -   242,799.223   351,196.533   MT  0.99969667   -1 11 26.9
 NO0290;SPC NE       -   796,583.78  1,152,217.29   sFT  0.99969667   -1 11 26.9
 NO0290;UTM  14      - 4,654,255.828   268,380.950   MT  1.00026017   -1 52 21.2
 NO0290
 NO0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0290!SPC NE       -   0.99982446  x   0.99969667  =   0.99952119
 NO0290!UTM  14      -   0.99982446  x   1.00026017  =   1.00008459
 NO0290
 NO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6838054255(NAD 83)
 NO0290
 NO0290                          SUPERSEDED SURVEY CONTROL
 NO0290
 NO0290  NAD 83(2007)-  42 00 22.52788(N)    101 47 48.81436(W) AD(2002.00) 0
 NO0290  ELLIP H (02/10/07) 1119.415  (m)                       GP(2002.00)    
 NO0290  ELLIP H (09/24/01) 1119.406  (m)                       GP(       ) 4 1
 NO0290  NAD 83(1995)-  42 00 22.52729(N)    101 47 48.81424(W) AD(       ) B
 NO0290  ELLIP H (06/25/96) 1119.452  (m)                       GP(       ) 1 1
 NO0290  NAVD 88            1138.71   (m)         3735.9    (f) LEVELING    3  
 NO0290  NGVD 29 (??/??/92) 1138.231  (m)         3734.35   (f) ADJ UNCH    2 0
 NO0290
 NO0290.Superseded values are not recommended for survey control.
 NO0290
 NO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0290.See file dsdata.pdf to determine how the superseded data were derived.
 NO0290
 NO0290_MARKER: DB = BENCH MARK DISK
 NO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0290_STAMPING: K 62 1934
 NO0290_MARK LOGO: CGS
 NO0290_PROJECTION: RECESSED 6 CENTIMETERS
 NO0290_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0290+STABILITY: SURFACE MOTION
 NO0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0290+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2022
 NO0290
 NO0290  HISTORY     - Date     Condition        Report By
 NO0290  HISTORY     - 1934     MONUMENTED       CGS
 NO0290  HISTORY     - 1982     GOOD             NEDR
 NO0290  HISTORY     - 19950517 GOOD             NGS
 NO0290  HISTORY     - 20060715 GOOD             JCLS
 NO0290  HISTORY     - 20100302 GOOD             NEDR
 NO0290  HISTORY     - 20160216 GOOD             NEGS
 NO0290  HISTORY     - 20170119 GOOD             COMPDA
 NO0290  HISTORY     - 20200128 GOOD             NEGS
 NO0290  HISTORY     - 20210521 GOOD             NEGS
 NO0290  HISTORY     - 20220516 GOOD             NEGS
 NO0290
 NO0290                          STATION DESCRIPTION
 NO0290
 NO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0290'1.7 MI W FROM HYANNIS.
 NO0290'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0290'FROM THE STATION AT HYANNIS, GRANT COUNTY, 0.4 MILE EAST OF
 NO0290'MILEPOST 309, 104 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 NO0290'96 FEET NORTH OF THE NORTH RAIL, 120 FEET WEST OF THE WEST END
 NO0290'OF A RIGHT-OF-WAY FENCE GATE, AND 2.4 FEET SOUTH OF THE FENCE.
 NO0290'A STANDARD DISK, STAMPED K 62 1934 AND SET IN THE TOP OF A
 NO0290'CONCRETE POST.
 NO0290
 NO0290                          STATION RECOVERY (1982)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 NO0290'DISTANCES ARE INCORRECT--SHOULD BE 110' NORTHWEST OF CENTER OF ROAD
 NO0290'CROSSING, 91' NORTH OF NORTH RAIL, 18' WEST OF WEST END OF
 NO0290'RIGHT-OF-WAY FENCE GATE.
 NO0290
 NO0290                          STATION RECOVERY (1995)
 NO0290
 NO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0290'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) WEST OF HYANNIS, 0.05 MI
 NO0290'(0.08 KM) NORTH OF STATE HIGHWAY 2, AT A PRIVATE RAILROAD CROSSING, ON
 NO0290'THE NORTH RIGHT-OF-WAY OF THE BURLINGTON NORTHERN RAILROAD AND IN THE
 NO0290'SE1/4, SEC35, T24N, R39W.  TO REACH THE MARK FROM THE JUNCTION OF
 NO0290'STATE HIGHWAYS 2 AND 61 IN THE WEST PART OF HYANNIS, GO WEST ON
 NO0290'HIGHWAY 2 FOR 1.6 MI (2.6 KM) TO A FIELD ROAD ON THE RIGHT, LEADING TO
 NO0290'AN ABANDONED FARM SITE.  TURN RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM)
 NO0290'TO A GATE AND THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A
 NO0290'SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.2 FT (6.1 CM) BELOW
 NO0290'THE GROUND SURFACE.  IT IS 110.7 FT (33.7 M) NORTH-NORTHWEST FROM THE
 NO0290'CENTER OF A CONCRETE CROSSING OF THE RAILROAD AND THE FIELD ROAD, 97.2
 NO0290'FT (29.6 M) NORTH OF THE NORTH RAIL, 52.7 FT (16.1 M) NORTHEAST OF A
 NO0290'UTILITY POLE, 25.5 FT (7.8 M) WEST OF THE CENTERLINE OF THE FIELD
 NO0290'ROAD, 11.0 FT (3.4 M) WEST OF A CONCRETE FENCE POST, 5.3 FT (1.6 M)
 NO0290'WEST-SOUTHWEST OF A T-FENCE CORNER, 3.0 FT (0.9 M) SOUTH OF THE NORTH
 NO0290'RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M) EAST OF A WITNESS POST AND IS ABOUT
 NO0290'LEVEL WITH THE TRACK. REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE
 NO0290'MARK.
 NO0290
 NO0290                          STATION RECOVERY (2006)
 NO0290
 NO0290'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 NO0290'RECOVERED IN GOOD CONDITION.
 NO0290
 NO0290                          STATION RECOVERY (2010)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (DM)
 NO0290'RECOVERED AS DESCRIBED
 NO0290
 NO0290                          STATION RECOVERY (2016)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NO0290'RECOVERED IN GOOD CONDITION
 NO0290
 NO0290                          STATION RECOVERY (2017)
 NO0290
 NO0290'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 NO0290'RECOVERED IN GOOD CONDITION.
 NO0290
 NO0290                          STATION RECOVERY (2020)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 NO0290'TO REACH FROM THE WEST JUNCTION OF STATE HIGHWAY 2 AND STATE HIGHWAY
 NO0290'61 IN HYANNIS NEBRASKA, PROCEED WEST ON STATE HIGHWAY 2 FOR 1.56 MI
 NO0290'(2.51 KM) TO A HOME DRIVE NORTH.  TURN NORTH ALONG HOME DRIVE AND
 NO0290'PROCEED 275 FT (83.8 M) TO THE STATION ON THE LEFT, WEST OF A GATE
 NO0290'ENTRANCE.
 NO0290'
 NO0290'IT IS 2.5 FT (0.8 M) EAST OF AN ORANGE WITNESS POST.
 NO0290
 NO0290                          STATION RECOVERY (2021)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NO0290'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 61 IN
 NO0290'HYANNIS, NE., GO WEST ON NE. HIGHWAY 2 APPROXIMATELY 1.56 MI (2.51 KM)
 NO0290'TO MILE POST 143.97 TO A PRIVATE DRIVE ON THE RIGHT (NORTH).  TURN
 NO0290'RIGHT ONTO DRIVE AND GO NORTH APPROXIMATELY 275 FT (83.8 M) TO THE
 NO0290'STATION LOCATED WEST OF GATE ENTRANCE.  THE MARK IS 2.5 FT (0.8 M)
 NO0290'EAST OF BOTTOM ORANGE WITNESS POST, 96.5 FT (29.4 M) NORTH OF TOP
 NO0290'CENTER NORTH RAIL, 0.5 FT (15 CM) SOUTH-SOUTHWEST OF BOTTOM OF WEST
 NO0290'BRACE POST, 3.05 FT (0.9 M) WEST OF BOTTOM STEEL WITNESS POST, 11.8 FT
 NO0290'(3.6 M) WEST OF BOTTOM KESLAR AND KENNEL SIGN POST AND 26.5 FT (8.1 M)
 NO0290'WEST OF APPROXIMATELY CENTERLINE OF DRIVEWAY KESLAR LANE.
 NO0290
 NO0290                          STATION RECOVERY (2022)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (PS)
 NO0290'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 61 IN
 NO0290'HYANNIS NE., GO WEST ON NE. HIGHWAY 2 APPROXIMATELY 1.56 MI (2.51 KM)
 NO0290'TO MILE POST 143.97 AND A PRIVATE DRIVE NORTH.  TURN RIGHT (NORTH)
 NO0290'ONTO DRIVE AND GO APPROXIMATELY 275' TO THE STATION, LOCATED WEST OF
 NO0290'GATE ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0463 ***********************************************************************
 NN0463  DESIGNATION -  K 67
 NN0463  PID         -  NN0463
 NN0463  STATE/COUNTY-  NE/BROWN
 NN0463  COUNTRY     -  US
 NN0463  USGS QUAD   -  GOLDMAN LAKE NE (2017)
 NN0463
 NN0463                         *CURRENT SURVEY CONTROL
 NN0463  ______________________________________________________________________
 NN0463* NAD 83(1986) POSITION- 42 08 33.     (N) 099 50 46.     (W)   SCALED
 NN0463* NAVD 88 ORTHO HEIGHT -   791.933 (meters)     2598.20  (feet) ADJUSTED
 NN0463  ______________________________________________________________________
 NN0463  GEOID HEIGHT    -        -22.475 (meters)                     GEOID18
 NN0463  DYNAMIC HEIGHT  -        791.561 (meters)     2596.98  (feet) COMP
 NN0463  MODELED GRAVITY -    980,126.0   (mgal)                       NAVD 88
 NN0463
 NN0463  VERT ORDER      -  SECOND    CLASS 0
 NN0463
 NN0463.The horizontal coordinates were scaled from a map and have
 NN0463.an estimated accuracy of +/- 6 seconds.
 NN0463
 NN0463.The orthometric height was determined by differential leveling and
 NN0463.adjusted by the NATIONAL GEODETIC SURVEY
 NN0463.in June 1991.
 NN0463
 NN0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0463.GEOID18 height accuracy estimate available here.
 NN0463
 NN0463.Click photographs - Photos may exist for this station.
 NN0463
 NN0463.The dynamic height is computed by dividing the NAVD 88
 NN0463.geopotential number by the normal gravity value computed on the
 NN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0463.degrees latitude (g = 980.6199 gals.).
 NN0463
 NN0463.The modeled gravity was interpolated from observed gravity values.
 NN0463
 NN0463;                    North         East    Units  Estimated Accuracy
 NN0463;SPC NE       -   256,390.      512,720.      MT  (+/- 180 meters Scaled)
 NN0463
 NN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM300659(NAD 83)
 NN0463
 NN0463                          SUPERSEDED SURVEY CONTROL
 NN0463
 NN0463  NGVD 29 (??/??/92)  791.635  (m)         2597.22   (f) ADJ UNCH    2 0
 NN0463
 NN0463.Superseded values are not recommended for survey control.
 NN0463
 NN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0463.See file dsdata.pdf to determine how the superseded data were derived.
 NN0463
 NN0463_MARKER: DB = BENCH MARK DISK
 NN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0463_STAMPING: K 67 1935
 NN0463_MARK LOGO: CGS
 NN0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0463+STABILITY: SURFACE MOTION
 NN0463
 NN0463  HISTORY     - Date     Condition        Report By
 NN0463  HISTORY     - 1935     MONUMENTED       CGS
 NN0463  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0463
 NN0463                          STATION DESCRIPTION
 NN0463
 NN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0463'17.1 MI N FROM BREWSTER.
 NN0463'IN BROWN COUNTY, ABOUT 17.1 MILES NORTH ALONG STATE HIGHWAY 7
 NN0463'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT THE
 NN0463'TOP OF A SMALL KNOLL SURROUNDED BY SAND HILLS AT A MAIL BOX,
 NN0463'50 FEET EAST OF THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 NN0463'AND 13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 NN0463'DISK, STAMPED K 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0463
 NN0463                          STATION RECOVERY (1975)
 NN0463
 NN0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0104 ***********************************************************************
 MM0104  DESIGNATION -  K 7
 MM0104  PID         -  MM0104
 MM0104  STATE/COUNTY-  NE/LINCOLN
 MM0104  COUNTRY     -  US
 MM0104  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0104
 MM0104                         *CURRENT SURVEY CONTROL
 MM0104  ______________________________________________________________________
 MM0104* NAD 83(1986) POSITION- 41 08 38.     (N) 100 47 43.     (W)   SCALED
 MM0104* NAVD 88 ORTHO HEIGHT -   857.292 (meters)     2812.63  (feet) ADJUSTED
 MM0104  ______________________________________________________________________
 MM0104  GEOID HEIGHT    -        -22.136 (meters)                     GEOID18
 MM0104  DYNAMIC HEIGHT  -        856.791 (meters)     2810.99  (feet) COMP
 MM0104  MODELED GRAVITY -    980,010.5   (mgal)                       NAVD 88
 MM0104
 MM0104  VERT ORDER      -  FIRST     CLASS II
 MM0104
 MM0104.The horizontal coordinates were scaled from a map and have
 MM0104.an estimated accuracy of +/- 6 seconds.
 MM0104
 MM0104.The orthometric height was determined by differential leveling and
 MM0104.adjusted by the NATIONAL GEODETIC SURVEY
 MM0104.in June 1994.
 MM0104
 MM0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0104.GEOID18 height accuracy estimate available here.
 MM0104
 MM0104.Click photographs - Photos may exist for this station.
 MM0104
 MM0104.The dynamic height is computed by dividing the NAVD 88
 MM0104.geopotential number by the normal gravity value computed on the
 MM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0104.degrees latitude (g = 980.6199 gals.).
 MM0104
 MM0104.The modeled gravity was interpolated from observed gravity values.
 MM0104
 MM0104;                    North         East    Units  Estimated Accuracy
 MM0104;SPC NE       -   145,810.      433,260.      MT  (+/- 180 meters Scaled)
 MM0104
 MM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL493562(NAD 83)
 MM0104
 MM0104                          SUPERSEDED SURVEY CONTROL
 MM0104
 MM0104  NAVD 88 (06/15/91)  857.287  (m)         2812.62   (f) SUPERSEDED  1 2
 MM0104  NGVD 29 (??/??/92)  856.940  (m)         2811.48   (f) ADJ UNCH    1 2
 MM0104
 MM0104.Superseded values are not recommended for survey control.
 MM0104
 MM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0104.See file dsdata.pdf to determine how the superseded data were derived.
 MM0104
 MM0104_MARKER: DB = BENCH MARK DISK
 MM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0104_STAMPING: 2811.477 K 7 1933
 MM0104_MARK LOGO: CGS
 MM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0104+STABILITY: SURFACE MOTION
 MM0104
 MM0104  HISTORY     - Date     Condition        Report By
 MM0104  HISTORY     - 1933     MONUMENTED       CGS
 MM0104
 MM0104                          STATION DESCRIPTION
 MM0104
 MM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0104'2 MI W FROM NORTH PLATTE.
 MM0104'ABOUT 2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0104'NORTH PLATTE, LINCOLN COUNTY, ABOUT 12.7 FEET WEST OF MILEPOST
 MM0104'286, OPPOSITE A LARGE ICE PLANT AND CAR-ICING STATION, 92.3 FEET
 MM0104'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 75 FEET
 MM0104'NORTH OF THE CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK.
 MM0104'A STANDARD DISK, STAMPED 2811.477 K 7 1933 AND SET IN THE TOP
 MM0104'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0105 ***********************************************************************
 MM0105  DESIGNATION -  K 7 RESET
 MM0105  PID         -  MM0105
 MM0105  STATE/COUNTY-  NE/LINCOLN
 MM0105  COUNTRY     -  US
 MM0105  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0105
 MM0105                         *CURRENT SURVEY CONTROL
 MM0105  ______________________________________________________________________
 MM0105* NAD 83(1986) POSITION- 41 08 38.     (N) 100 47 43.     (W)   SCALED
 MM0105* NAVD 88 ORTHO HEIGHT -   858.04  (meters)     2815.1   (feet) RESET
 MM0105  ______________________________________________________________________
 MM0105  GEOID HEIGHT    -        -22.136 (meters)                     GEOID18
 MM0105  VERT ORDER      -  THIRD
 MM0105
 MM0105.The horizontal coordinates were scaled from a map and have
 MM0105.an estimated accuracy of +/- 6 seconds.
 MM0105
 MM0105.The orthometric height was computed from unverified reset data.
 MM0105
 MM0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0105.GEOID18 height accuracy estimate available here.
 MM0105
 MM0105.Click photographs - Photos may exist for this station.
 MM0105
 MM0105;                    North         East    Units  Estimated Accuracy
 MM0105;SPC NE       -   145,810.      433,260.      MT  (+/- 180 meters Scaled)
 MM0105
 MM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL493562(NAD 83)
 MM0105
 MM0105                          SUPERSEDED SURVEY CONTROL
 MM0105
 MM0105.No superseded survey control is available for this station.
 MM0105
 MM0105_MARKER: DB = BENCH MARK DISK
 MM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0105_STAMPING: K 7 RESET 1967
 MM0105_MARK LOGO: CGS
 MM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0105+STABILITY: SURFACE MOTION
 MM0105
 MM0105  HISTORY     - Date     Condition        Report By
 MM0105  HISTORY     - 1967     MONUMENTED       UPRR
 MM0105  HISTORY     - 1986     GOOD             NGS
 MM0105
 MM0105                          STATION DESCRIPTION
 MM0105
 MM0105'DESCRIBED BY UNION PACIFIC RAILROAD 1967
 MM0105'2 MI W FROM NORTH PLATTE.
 MM0105'ABOUT 2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM NORTH
 MM0105'PLATTE, 13 FEET WEST OF MILEPOST 286, OPPOSITE A LARGE ICE
 MM0105'PLANT AND CAR ICING STATION, 44.4 FEET SOUTH OF THE SOUTH RAIL
 MM0105'OF THE EAST-BOUND MAIN TRACK, 33.3 FEET NORTH OF THE NORTH RAIL
 MM0105'OF THE DEPARTURE YARD TRACK, 24 FEET SOUTH OF THE CENTER LINE
 MM0105'OF A 20 FOOT GRAVEL ROAD PARALLELING THE TRACK, SET IN THE TOP
 MM0105'OF A CONCRETE POST PROJECTING 6 INCHES, OPPOSITE UNION PACIFIC
 MM0105'RAILROAD EAST-BOUND MAIN LINE STATIONS 15578 + 50 AND IS PROTECTED
 MM0105'BY 6 FOOT STEEL FENCE POSTS PAINTED BLACK AND WHITE.  NOTE-- IT
 MM0105'IS COVERED BY A 4 FEET OF FILL.
 MM0105
 MM0105                          STATION RECOVERY (1986)
 MM0105
 MM0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0011 ***********************************************************************
 ML0011  DESIGNATION -  K 70
 ML0011  PID         -  ML0011
 ML0011  STATE/COUNTY-  NE/WHEELER
 ML0011  COUNTRY     -  US
 ML0011  USGS QUAD   -  PARK CHURCH (2017)
 ML0011
 ML0011                         *CURRENT SURVEY CONTROL
 ML0011  ______________________________________________________________________
 ML0011* NAD 83(1986) POSITION- 41 59 14.     (N) 098 18 20.     (W)   SCALED
 ML0011* NAVD 88 ORTHO HEIGHT -   643.457 (meters)     2111.08  (feet) ADJUSTED
 ML0011  ______________________________________________________________________
 ML0011  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 ML0011  DYNAMIC HEIGHT  -        643.181 (meters)     2110.17  (feet) COMP
 ML0011  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 ML0011
 ML0011  VERT ORDER      -  SECOND    CLASS 0
 ML0011
 ML0011.The horizontal coordinates were scaled from a map and have
 ML0011.an estimated accuracy of +/- 6 seconds.
 ML0011
 ML0011.The orthometric height was determined by differential leveling and
 ML0011.adjusted by the NATIONAL GEODETIC SURVEY
 ML0011.in June 1991.
 ML0011
 ML0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0011.GEOID18 height accuracy estimate available here.
 ML0011
 ML0011.Click photographs - Photos may exist for this station.
 ML0011
 ML0011.The dynamic height is computed by dividing the NAVD 88
 ML0011.geopotential number by the normal gravity value computed on the
 ML0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0011.degrees latitude (g = 980.6199 gals.).
 ML0011
 ML0011.The modeled gravity was interpolated from observed gravity values.
 ML0011
 ML0011;                    North         East    Units  Estimated Accuracy
 ML0011;SPC NE       -   240,520.      640,360.      MT  (+/- 180 meters Scaled)
 ML0011
 ML0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM575485(NAD 83)
 ML0011
 ML0011                          SUPERSEDED SURVEY CONTROL
 ML0011
 ML0011  NGVD 29 (??/??/92)  643.223  (m)         2110.31   (f) ADJ UNCH    2 0
 ML0011
 ML0011.Superseded values are not recommended for survey control.
 ML0011
 ML0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0011.See file dsdata.pdf to determine how the superseded data were derived.
 ML0011
 ML0011_MARKER: DB = BENCH MARK DISK
 ML0011_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0011_STAMPING: K 70 1935
 ML0011_MARK LOGO: CGS
 ML0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0011
 ML0011  HISTORY     - Date     Condition        Report By
 ML0011  HISTORY     - 1935     MONUMENTED       CGS
 ML0011  HISTORY     - 1938     GOOD             CGS
 ML0011
 ML0011                          STATION DESCRIPTION
 ML0011
 ML0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0011'1.4 MI W FROM PARK CENTER.
 ML0011'1.4 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0011'NO. 53 BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 39.5 FEET
 ML0011'SOUTH OF THE CENTER OF THE HIGHWAY, 6.0 FEET EAST OF A NORTH-SOUTH
 ML0011'FENCE, 4.5 FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD
 ML0011'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0606 ***********************************************************************
 ML0606  DESIGNATION -  K 71 RESET
 ML0606  PID         -  ML0606
 ML0606  STATE/COUNTY-  NE/GARFIELD
 ML0606  COUNTRY     -  US
 ML0606  USGS QUAD   -  BURWELL SE (2017)
 ML0606
 ML0606                         *CURRENT SURVEY CONTROL
 ML0606  ______________________________________________________________________
 ML0606* NAD 83(1986) POSITION- 41 46 47.     (N) 099 05 51.     (W)   SCALED
 ML0606* NAVD 88 ORTHO HEIGHT -   651.95  (meters)     2138.9   (feet) RESET
 ML0606  ______________________________________________________________________
 ML0606  GEOID HEIGHT    -        -23.615 (meters)                     GEOID18
 ML0606  VERT ORDER      -  THIRD
 ML0606
 ML0606.The horizontal coordinates were scaled from a map and have
 ML0606.an estimated accuracy of +/- 6 seconds.
 ML0606
 ML0606.The orthometric height was computed from unverified reset data.
 ML0606
 ML0606.No vertical observational check was made to the station.
 ML0606
 ML0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0606.GEOID18 height accuracy estimate available here.
 ML0606
 ML0606.Click photographs - Photos may exist for this station.
 ML0606
 ML0606;                    North         East    Units  Estimated Accuracy
 ML0606;SPC NE       -   216,490.      575,000.      MT  (+/- 180 meters Scaled)
 ML0606
 ML0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM918253(NAD 83)
 ML0606
 ML0606                          SUPERSEDED SURVEY CONTROL
 ML0606
 ML0606  NGVD 29 (??/??/??)  651.69   (m)         2138.1    (f) RESET       3  
 ML0606
 ML0606.Superseded values are not recommended for survey control.
 ML0606
 ML0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0606.See file dsdata.pdf to determine how the superseded data were derived.
 ML0606
 ML0606_MARKER: DB = BENCH MARK DISK
 ML0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0606_STAMPING: K 71 RESET 1964
 ML0606_MARK LOGO: CGS
 ML0606_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0606+STABILITY: SURFACE MOTION
 ML0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0606+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2021
 ML0606
 ML0606  HISTORY     - Date     Condition        Report By
 ML0606  HISTORY     - 1964     MONUMENTED       CGS
 ML0606  HISTORY     - 20210811 GOOD             NEGS
 ML0606
 ML0606                          STATION DESCRIPTION
 ML0606
 ML0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0606'2.2 MI E FROM BURWELL.
 ML0606'ABOUT 2.8 MILES EAST, NORTH, AND EAST ALONG STATE HIGHWAYS 11
 ML0606'AND 91 FROM THE COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY,
 ML0606'197 FEET EAST-NORTHEAST OF THE NORTHWEST CORNTER OF R. BURSONS
 ML0606'NEW FARMHOUSE, 12 FEET EAST OF THE CENTERLINE OF DRIVEWAY TO
 ML0606'FARMHOUSE, 2 FEET SOUTH OF A FENCE CORNER AND WEST GATE POST
 ML0606'FOR DOUBLE GATE, 1 FOOT WEST OF A NORTH-SOUTH FENCE, AND 1 FOOT
 ML0606'NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 ML0606'AND THE DISK IS STAMPED K 71 RESET 1964.  TO REACH THIS BENCH
 ML0606'MARK FROM THE COUNTY COURTHOUSE IN BURWELL, GARFIELD COUNTY, GO
 ML0606'EAST FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAYS 11 AND 91.
 ML0606'TURN LEFT AND GO NORTH FOR STATE HIGHWAYS 11 AND 91 FOR 0.2
 ML0606'MILE TO BRIDGE OVER THE LOUP RIVER.  CONTINUE NORTH FOR 0.2
 ML0606'MILE, THEN RIGHT AND GO EAST FOR 0.9 MILE TO WHERE STATE HIGHWAY
 ML0606'11 GOES NORTH.  CONTINUE EAST ON STATE HIGHWAY 91 FOR 0.8 MILE
 ML0606'TOA  FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO THE FARM
 ML0606'DRIVEWAY AND GO SOUTH FOR 0.1 MILE TO THE DOUBLE STEEL GATE ON
 ML0606'THE LEFT AND THE BENCH MARK AS DESCRIBED.
 ML0606
 ML0606                          STATION RECOVERY (2021)
 ML0606
 ML0606'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0606'FROM THE NORTH JCT. OF NE. HWY. 91 AND NE. HWY. 11, APPROX. 1 MI (1.6
 ML0606'KM) NORTHEAST OF BURWELL, NE., GO EASTERLY ON NE.  HWY. 91 FOR APPROX.
 ML0606'0.81 MI (1.30 KM) TO THE INTERSECTION WITH WILLOW SPRINGS ROAD.  TURN
 ML0606'RIGHT (SOUTH) ONTO A DRIVE THAT LEADS TO KAMP KALED AND GO APPROX. 400
 ML0606'FT (121.9 M) TO POINT.
 ML0606'
 ML0606'THE MARK IS 11.0 FT (3.4 M) WEST OF CENTERLINE OF DRIVE LEADING TO
 ML0606'KAMP KALED, 14.5 FT (4.4 M) EAST OF CENTERLINE OF DRIVE LEADING TO
 ML0606'FARM HOUSE, 2.0 FT (0.6 M) SSW OF NEAR FACE LARGE GATE POST WITH KAMP
 ML0606'K SIGN AND 1.2 FT (0.4 M) NORTH OF THE BOTTOM OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0876 ***********************************************************************
 ML0876  DESIGNATION -  K 72
 ML0876  PID         -  ML0876
 ML0876  STATE/COUNTY-  NE/BLAINE
 ML0876  COUNTRY     -  US
 ML0876  USGS QUAD   -  BREWSTER (2017)
 ML0876
 ML0876                         *CURRENT SURVEY CONTROL
 ML0876  ______________________________________________________________________
 ML0876* NAD 83(1986) POSITION- 41 55 43.     (N) 099 45 16.     (W)   SCALED
 ML0876* NAVD 88 ORTHO HEIGHT -   747.529 (meters)     2452.52  (feet) ADJUSTED
 ML0876  ______________________________________________________________________
 ML0876  GEOID HEIGHT    -        -22.557 (meters)                     GEOID18
 ML0876  DYNAMIC HEIGHT  -        747.171 (meters)     2451.34  (feet) COMP
 ML0876  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 ML0876
 ML0876  VERT ORDER      -  SECOND    CLASS 0
 ML0876
 ML0876.The horizontal coordinates were scaled from a map and have
 ML0876.an estimated accuracy of +/- 6 seconds.
 ML0876
 ML0876.The orthometric height was determined by differential leveling and
 ML0876.adjusted by the NATIONAL GEODETIC SURVEY
 ML0876.in June 1991.
 ML0876
 ML0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0876.GEOID18 height accuracy estimate available here.
 ML0876
 ML0876.Click photographs - Photos may exist for this station.
 ML0876
 ML0876.The dynamic height is computed by dividing the NAVD 88
 ML0876.geopotential number by the normal gravity value computed on the
 ML0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0876.degrees latitude (g = 980.6199 gals.).
 ML0876
 ML0876.The modeled gravity was interpolated from observed gravity values.
 ML0876
 ML0876;                    North         East    Units  Estimated Accuracy
 ML0876;SPC NE       -   232,660.      520,360.      MT  (+/- 180 meters Scaled)
 ML0876
 ML0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM374421(NAD 83)
 ML0876
 ML0876                          SUPERSEDED SURVEY CONTROL
 ML0876
 ML0876  NGVD 29 (??/??/92)  747.247  (m)         2451.59   (f) ADJ UNCH    2 0
 ML0876
 ML0876.Superseded values are not recommended for survey control.
 ML0876
 ML0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0876.See file dsdata.pdf to determine how the superseded data were derived.
 ML0876
 ML0876_MARKER: DB = BENCH MARK DISK
 ML0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0876_STAMPING: K 72 1935
 ML0876_MARK LOGO: CGS
 ML0876_PROJECTION: FLUSH
 ML0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0876+STABILITY: SURFACE MOTION
 ML0876
 ML0876  HISTORY     - Date     Condition        Report By
 ML0876  HISTORY     - 1935     MONUMENTED       CGS
 ML0876  HISTORY     - 1950     GOOD             CGS
 ML0876
 ML0876                          STATION DESCRIPTION
 ML0876
 ML0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0876'6.2 MI E FROM BREWSTER.
 ML0876'6.2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0876'BREWSTER, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15
 ML0876'FEET EAST OF A FENCE CORNER, 1.2 FEET NORTH OF A FENCE, 1.7 FEET
 ML0876'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0876'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0091 ***********************************************************************
 NO0091  DESIGNATION -  K 73
 NO0091  PID         -  NO0091
 NO0091  STATE/COUNTY-  NE/CHERRY
 NO0091  COUNTRY     -  US
 NO0091  USGS QUAD   -  MULE LAKE (2017)
 NO0091
 NO0091                         *CURRENT SURVEY CONTROL
 NO0091  ______________________________________________________________________
 NO0091* NAD 83(1986) POSITION- 42 24 29.50   (N) 100 41 21.00   (W)   HD_HELD1
 NO0091* NAVD 88 ORTHO HEIGHT -   928.722 (meters)     3046.98  (feet) ADJUSTED
 NO0091  ______________________________________________________________________
 NO0091  GEOID HEIGHT    -        -21.242 (meters)                     GEOID18
 NO0091  DYNAMIC HEIGHT  -        928.282 (meters)     3045.54  (feet) COMP
 NO0091  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 NO0091
 NO0091  VERT ORDER      -  SECOND    CLASS 0
 NO0091
 NO0091.The horizontal coordinates were determined by differentially corrected
 NO0091.hand held GPS observations or other comparable positioning techniques
 NO0091.and have an estimated accuracy of +/- 3 meters.
 NO0091
 NO0091.The orthometric height was determined by differential leveling and
 NO0091.adjusted by the NATIONAL GEODETIC SURVEY
 NO0091.in June 1991.
 NO0091
 NO0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0091.GEOID18 height accuracy estimate available here.
 NO0091
 NO0091.Click photographs - Photos may exist for this station.
 NO0091
 NO0091.The dynamic height is computed by dividing the NAVD 88
 NO0091.geopotential number by the normal gravity value computed on the
 NO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0091.degrees latitude (g = 980.6199 gals.).
 NO0091
 NO0091.The modeled gravity was interpolated from observed gravity values.
 NO0091
 NO0091;                    North         East    Units  Estimated Accuracy
 NO0091;SPC NE       -   286,113.1     443,281.3     MT  (+/- 3 meters HH1 GPS) 
 NO0091
 NO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6100296481(NAD 83)
 NO0091
 NO0091                          SUPERSEDED SURVEY CONTROL
 NO0091
 NO0091  NGVD 29 (??/??/92)  928.412  (m)         3045.97   (f) ADJ UNCH    2 0
 NO0091
 NO0091.Superseded values are not recommended for survey control.
 NO0091
 NO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0091.See file dsdata.pdf to determine how the superseded data were derived.
 NO0091
 NO0091_MARKER: DB = BENCH MARK DISK
 NO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0091_STAMPING: K 73 1934
 NO0091_MARK LOGO: CGS
 NO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0091+STABILITY: SURFACE MOTION
 NO0091
 NO0091  HISTORY     - Date     Condition        Report By
 NO0091  HISTORY     - 1934     MONUMENTED       CGS
 NO0091
 NO0091                          STATION DESCRIPTION
 NO0091
 NO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0091'10.1 MI N FROM BROWNLEE.
 NO0091'ABOUT 10.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0091'AT BROWNLEE, CHERRY COUNTY, ABOUT 2.0 MILES NORTHWEST OF DISTRICT
 NO0091'SCHOOL 108, 9.5 FEET WEST OF THE CENTER OF AN AUTOMOBILE GATE,
 NO0091'AND 3.4 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED K
 NO0091'73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0022 ***********************************************************************
 MN0022  DESIGNATION -  K 74
 MN0022  PID         -  MN0022
 MN0022  STATE/COUNTY-  NE/GARDEN
 MN0022  COUNTRY     -  US
 MN0022  USGS QUAD   -  BLACK LAKE (2017)
 MN0022
 MN0022                         *CURRENT SURVEY CONTROL
 MN0022  ______________________________________________________________________
 MN0022* NAD 83(1986) POSITION- 41 57 07.76   (N) 102 20 17.58   (W)   HD_HELD1
 MN0022* NAVD 88 ORTHO HEIGHT -  1190.914 (meters)     3907.19  (feet) ADJUSTED
 MN0022  ______________________________________________________________________
 MN0022  GEOID HEIGHT    -        -19.106 (meters)                     GEOID18
 MN0022  DYNAMIC HEIGHT  -       1190.213 (meters)     3904.89  (feet) COMP
 MN0022  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 MN0022
 MN0022  VERT ORDER      -  SECOND    CLASS 0
 MN0022
 MN0022.The horizontal coordinates were determined by differentially corrected
 MN0022.hand held GPS observations or other comparable positioning techniques
 MN0022.and have an estimated accuracy of +/- 3 meters.
 MN0022
 MN0022.The orthometric height was determined by differential leveling and
 MN0022.adjusted by the NATIONAL GEODETIC SURVEY
 MN0022.in June 1991.
 MN0022
 MN0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0022.GEOID18 height accuracy estimate available here.
 MN0022
 MN0022.Click photographs - Photos may exist for this station.
 MN0022
 MN0022.The dynamic height is computed by dividing the NAVD 88
 MN0022.geopotential number by the normal gravity value computed on the
 MN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0022.degrees latitude (g = 980.6199 gals.).
 MN0022
 MN0022.The modeled gravity was interpolated from observed gravity values.
 MN0022
 MN0022;                    North         East    Units  Estimated Accuracy
 MN0022;SPC NE       -   237,866.0     306,215.9     MT  (+/- 3 meters HH1 GPS) 
 MN0022
 MN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2061647891(NAD 83)
 MN0022
 MN0022                          SUPERSEDED SURVEY CONTROL
 MN0022
 MN0022  NGVD 29 (??/??/92) 1190.357  (m)         3905.36   (f) ADJ UNCH    2 0
 MN0022
 MN0022.Superseded values are not recommended for survey control.
 MN0022
 MN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0022.See file dsdata.pdf to determine how the superseded data were derived.
 MN0022
 MN0022_MARKER: DB = BENCH MARK DISK
 MN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0022_STAMPING: K 74 1934
 MN0022_MARK LOGO: CGS
 MN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0022+STABILITY: SURFACE MOTION
 MN0022
 MN0022  HISTORY     - Date     Condition        Report By
 MN0022  HISTORY     - 1934     MONUMENTED       CGS
 MN0022  HISTORY     - 1938     GOOD             CGS
 MN0022
 MN0022                          STATION DESCRIPTION
 MN0022
 MN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0022'9.9 MI S FROM ELLSWORTH.
 MN0022'IN GARDEN COUNTY, 9.9 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE
 MN0022'MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0022'STATION AT ELLSWORTH, SHERIDAN COUNTY, 100 FEET EAST OF A FENCE
 MN0022'CORNER, 22 FEET WEST OF THE CENTER OF AN AUTO GATE, AND 2-1/2
 MN0022'FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 MN0022'K 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0022
 MN0022                          STATION RECOVERY (1938)
 MN0022
 MN0022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0091 ***********************************************************************
 NP0091  DESIGNATION -  K 75
 NP0091  PID         -  NP0091
 NP0091  STATE/COUNTY-  NE/SHERIDAN
 NP0091  COUNTRY     -  US
 NP0091  USGS QUAD   -  DOLLY WARDEN LAKE (2017)
 NP0091
 NP0091                         *CURRENT SURVEY CONTROL
 NP0091  ______________________________________________________________________
 NP0091* NAD 83(1986) POSITION- 42 29 25.     (N) 102 07 56.     (W)   SCALED
 NP0091* NAVD 88 ORTHO HEIGHT -  1167.699 (meters)     3831.03  (feet) ADJUSTED
 NP0091  ______________________________________________________________________
 NP0091  GEOID HEIGHT    -        -18.500 (meters)                     GEOID18
 NP0091  DYNAMIC HEIGHT  -       1167.092 (meters)     3829.03  (feet) COMP
 NP0091  MODELED GRAVITY -    980,060.6   (mgal)                       NAVD 88
 NP0091
 NP0091  VERT ORDER      -  SECOND    CLASS 0
 NP0091
 NP0091.The horizontal coordinates were scaled from a map and have
 NP0091.an estimated accuracy of +/- 6 seconds.
 NP0091
 NP0091.The orthometric height was determined by differential leveling and
 NP0091.adjusted by the NATIONAL GEODETIC SURVEY
 NP0091.in June 1991.
 NP0091
 NP0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0091.GEOID18 height accuracy estimate available here.
 NP0091
 NP0091.Click photographs - Photos may exist for this station.
 NP0091
 NP0091.The dynamic height is computed by dividing the NAVD 88
 NP0091.geopotential number by the normal gravity value computed on the
 NP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0091.degrees latitude (g = 980.6199 gals.).
 NP0091
 NP0091.The modeled gravity was interpolated from observed gravity values.
 NP0091
 NP0091;                    North         East    Units  Estimated Accuracy
 NP0091;SPC NE       -   297,160.      324,760.      MT  (+/- 180 meters Scaled)
 NP0091
 NP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH356081(NAD 83)
 NP0091
 NP0091                          SUPERSEDED SURVEY CONTROL
 NP0091
 NP0091  NGVD 29 (??/??/92) 1167.180  (m)         3829.32   (f) ADJ UNCH    2 0
 NP0091
 NP0091.Superseded values are not recommended for survey control.
 NP0091
 NP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0091.See file dsdata.pdf to determine how the superseded data were derived.
 NP0091
 NP0091_MARKER: DB = BENCH MARK DISK
 NP0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0091_STAMPING: K 75 1934
 NP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0091+STABILITY: SURFACE MOTION
 NP0091
 NP0091  HISTORY     - Date     Condition        Report By
 NP0091  HISTORY     - 1934     MONUMENTED       CGS
 NP0091  HISTORY     - 1948     MARK NOT FOUND   CGS
 NP0091
 NP0091                          STATION DESCRIPTION
 NP0091
 NP0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NP0091'14.6 MI S FROM GORDON.
 NP0091'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0091'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0091'10.9 MILES SOUTH ALONG THE ELLSWORTH ROAD, 1.0 MILE NORTHWEST
 NP0091'OF THE JIM GRANT RANCH HOUSE, 21 FEET WEST OF THE CENTER OF AN
 NP0091'AUTO GATE, AND 4 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 NP0091'K 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0692 ***********************************************************************
 MJ0692  DESIGNATION -  K 78
 MJ0692  PID         -  MJ0692
 MJ0692  STATE/COUNTY-  NE/SARPY
 MJ0692  COUNTRY     -  US
 MJ0692  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0692
 MJ0692                         *CURRENT SURVEY CONTROL
 MJ0692  ______________________________________________________________________
 MJ0692* NAD 83(1986) POSITION- 41 06 39.     (N) 095 55 35.     (W)   SCALED
 MJ0692* NAVD 88 ORTHO HEIGHT -   299.316 (meters)      982.01  (feet) ADJUSTED
 MJ0692  ______________________________________________________________________
 MJ0692  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 MJ0692  DYNAMIC HEIGHT  -        299.196 (meters)      981.61  (feet) COMP
 MJ0692  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 MJ0692
 MJ0692  VERT ORDER      -  SECOND    CLASS 0
 MJ0692
 MJ0692.The horizontal coordinates were scaled from a map and have
 MJ0692.an estimated accuracy of +/- 6 seconds.
 MJ0692
 MJ0692.The orthometric height was determined by differential leveling and
 MJ0692.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0692.in June 1991.
 MJ0692
 MJ0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0692.GEOID18 height accuracy estimate available here.
 MJ0692
 MJ0692.Click photographs - Photos may exist for this station.
 MJ0692
 MJ0692.The dynamic height is computed by dividing the NAVD 88
 MJ0692.geopotential number by the normal gravity value computed on the
 MJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0692.degrees latitude (g = 980.6199 gals.).
 MJ0692
 MJ0692.The modeled gravity was interpolated from observed gravity values.
 MJ0692
 MJ0692;                    North         East    Units  Estimated Accuracy
 MJ0692;SPC NE       -   149,890.      841,920.      MT  (+/- 180 meters Scaled)
 MJ0692
 MJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF542551(NAD 83)
 MJ0692
 MJ0692                          SUPERSEDED SURVEY CONTROL
 MJ0692
 MJ0692  NGVD 29 (??/??/92)  299.217  (m)          981.68   (f) ADJ UNCH    2 0
 MJ0692
 MJ0692.Superseded values are not recommended for survey control.
 MJ0692
 MJ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0692.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0692
 MJ0692_MARKER: DB = BENCH MARK DISK
 MJ0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0692_SP_SET: BRIDGE ABUTMENT
 MJ0692_STAMPING: K 78 1934
 MJ0692_MARK LOGO: CGS
 MJ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0692
 MJ0692  HISTORY     - Date     Condition        Report By
 MJ0692  HISTORY     - 1934     MONUMENTED       CGS
 MJ0692  HISTORY     - 1947     GOOD             CGS
 MJ0692
 MJ0692                          STATION DESCRIPTION
 MJ0692
 MJ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0692'1 MI SE FROM FORT CROOK.
 MJ0692'1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0692'STATION AT FORT COOK, 0.1 MILE SOUTHEAST OF A HIGHWAY OVERPASS,
 MJ0692'80.0 FEET SOUTH OF MILEPOST 147.10, 6.0 FEET SOUTHWEST OF THE
 MJ0692'CENTER LINE OF THE RAILROAD, SET IN THE TOP OF THE SOUTHWEST END
 MJ0692'OF THE SOUTHEAST CONCRETE ABUTMENT OF A 75 FOOT STEEL RAILROAD
 MJ0692'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0683 ***********************************************************************
 MK0683  DESIGNATION -  K 79
 MK0683  PID         -  MK0683
 MK0683  STATE/COUNTY-  NE/SARPY
 MK0683  COUNTRY     -  US
 MK0683  USGS QUAD   -  GRETNA (2017)
 MK0683
 MK0683                         *CURRENT SURVEY CONTROL
 MK0683  ______________________________________________________________________
 MK0683* NAD 83(1986) POSITION- 41 09 41.     (N) 096 13 17.     (W)   SCALED
 MK0683* NAVD 88 ORTHO HEIGHT -   360.381 (meters)     1182.35  (feet) ADJUSTED
 MK0683  ______________________________________________________________________
 MK0683  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 MK0683  DYNAMIC HEIGHT  -        360.228 (meters)     1181.85  (feet) COMP
 MK0683  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 MK0683
 MK0683  VERT ORDER      -  SECOND    CLASS 0
 MK0683
 MK0683.The horizontal coordinates were scaled from a map and have
 MK0683.an estimated accuracy of +/- 6 seconds.
 MK0683
 MK0683.The orthometric height was determined by differential leveling and
 MK0683.adjusted by the NATIONAL GEODETIC SURVEY
 MK0683.in June 1991.
 MK0683
 MK0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0683.GEOID18 height accuracy estimate available here.
 MK0683
 MK0683.Click photographs - Photos may exist for this station.
 MK0683
 MK0683.The dynamic height is computed by dividing the NAVD 88
 MK0683.geopotential number by the normal gravity value computed on the
 MK0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0683.degrees latitude (g = 980.6199 gals.).
 MK0683
 MK0683.The modeled gravity was interpolated from observed gravity values.
 MK0683
 MK0683;                    North         East    Units  Estimated Accuracy
 MK0683;SPC NE       -   154,380.      816,930.      MT  (+/- 180 meters Scaled)
 MK0683
 MK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL331603(NAD 83)
 MK0683
 MK0683                          SUPERSEDED SURVEY CONTROL
 MK0683
 MK0683  NGVD 29 (??/??/92)  360.270  (m)         1181.99   (f) ADJ UNCH    2 0
 MK0683
 MK0683.Superseded values are not recommended for survey control.
 MK0683
 MK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0683.See file dsdata.pdf to determine how the superseded data were derived.
 MK0683
 MK0683_MARKER: DB = BENCH MARK DISK
 MK0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0683_SP_SET: BRIDGE
 MK0683_STAMPING: K 79 1935
 MK0683_MARK LOGO: CGS
 MK0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0683+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 MK0683
 MK0683  HISTORY     - Date     Condition        Report By
 MK0683  HISTORY     - 1935     MONUMENTED       CGS
 MK0683  HISTORY     - 1950     GOOD             CGS
 MK0683  HISTORY     - 20070204 GOOD             GEOCAC
 MK0683  HISTORY     - 20150420 GOOD             INDIV
 MK0683
 MK0683                          STATION DESCRIPTION
 MK0683
 MK0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0683'2 MI NE FROM GRETNA.
 MK0683'2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0683'RAILROAD FROM THE STATION AT GRETNA, SARPY COUNTY, AT A BRIDGE OVER
 MK0683'A COUNTY ROAD, IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 MK0683'ABUTMENT, 6.8 FEET EAST OF THE EAST RAIL, AND ABOUT 2-1/2 FEET
 MK0683'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 79 1935.
 MK0683
 MK0683                          STATION RECOVERY (1950)
 MK0683
 MK0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0683'RECOVERED IN GOOD CONDITION.
 MK0683
 MK0683                          STATION RECOVERY (2007)
 MK0683
 MK0683'RECOVERY NOTE BY GEOCACHING 2007 (CWL)
 MK0683'RECOVERED IN GOOD CONDITION.
 MK0683
 MK0683                          STATION RECOVERY (2015)
 MK0683
 MK0683'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JMB)
 MK0683'FROM THE INTERSECTION OF HWY 370 AND HWY 6 NORTH 1.1 MILES TO
 MK0683'CORNHUSKER ROAD.  THENCE EAST 0.7 MILES TO THE RAILROAD BRIDGE OVER
 MK0683'CORNHUSKER ROAD.  THE DISK IS IN THE NORTHEAST ABUTMENT AS DESCRIBED
 MK0683'IN 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0219 ***********************************************************************
 MM0219  DESIGNATION -  K 8 RESET
 MM0219  PID         -  MM0219
 MM0219  STATE/COUNTY-  NE/KEITH
 MM0219  COUNTRY     -  US
 MM0219  USGS QUAD   -  OGALLALA SW (2017)
 MM0219
 MM0219                         *CURRENT SURVEY CONTROL
 MM0219  ______________________________________________________________________
 MM0219* NAD 83(1986) POSITION- 41 07 23.     (N) 101 43 16.     (W)   SCALED
 MM0219* NAVD 88 ORTHO HEIGHT -   980.093 (meters)     3215.52  (feet) ADJUSTED
 MM0219  ______________________________________________________________________
 MM0219  GEOID HEIGHT    -        -20.940 (meters)                     GEOID18
 MM0219  DYNAMIC HEIGHT  -        979.487 (meters)     3213.53  (feet) COMP
 MM0219  MODELED GRAVITY -    979,972.1   (mgal)                       NAVD 88
 MM0219
 MM0219  VERT ORDER      -  FIRST     CLASS II
 MM0219
 MM0219.The horizontal coordinates were scaled from a map and have
 MM0219.an estimated accuracy of +/- 6 seconds.
 MM0219
 MM0219.The orthometric height was determined by differential leveling and
 MM0219.adjusted by the NATIONAL GEODETIC SURVEY
 MM0219.in June 1991.
 MM0219
 MM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0219.GEOID18 height accuracy estimate available here.
 MM0219
 MM0219.Click photographs - Photos may exist for this station.
 MM0219
 MM0219.The dynamic height is computed by dividing the NAVD 88
 MM0219.geopotential number by the normal gravity value computed on the
 MM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0219.degrees latitude (g = 980.6199 gals.).
 MM0219
 MM0219.The modeled gravity was interpolated from observed gravity values.
 MM0219
 MM0219;                    North         East    Units  Estimated Accuracy
 MM0219;SPC NE       -   144,630.      355,520.      MT  (+/- 180 meters Scaled)
 MM0219
 MM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL715559(NAD 83)
 MM0219
 MM0219                          SUPERSEDED SURVEY CONTROL
 MM0219
 MM0219  NGVD 29 (??/??/??)  979.71   (m)         3214.3    (f) RESET       3  
 MM0219  NGVD 29 (02/14/92)  979.663  (m)         3214.11   (f) ADJUSTED    1 2
 MM0219
 MM0219.Superseded values are not recommended for survey control.
 MM0219
 MM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0219.See file dsdata.pdf to determine how the superseded data were derived.
 MM0219
 MM0219_MARKER: DB = BENCH MARK DISK
 MM0219_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0219_SP_SET: RAILROAD BRIDGE BACK WALL
 MM0219_STAMPING: 3214.261 K 8 RESET 1938
 MM0219_MARK LOGO: CGS
 MM0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0219
 MM0219  HISTORY     - Date     Condition        Report By
 MM0219  HISTORY     - 1938     MONUMENTED       UPRR
 MM0219  HISTORY     - 1986     GOOD             NGS
 MM0219  HISTORY     - 19980710 GOOD             USPSQD
 MM0219
 MM0219                          STATION DESCRIPTION
 MM0219
 MM0219'DESCRIBED BY UNION PACIFIC RAILROAD 1938
 MM0219'AT OGALLALA.
 MM0219'AT OGALLALA, KEITH COUNTY, ABOUT 300 FEET WEST OF THE UNION
 MM0219'PACIFIC RAILROAD STATION, AT BRIDGE 334.92, AND IN THE SOUTHWEST
 MM0219'CORNER OF THE WEST BACK WALL.  A STANDARD DISK, STAMPED 3214.261
 MM0219'K 8 RESET 1938.
 MM0219
 MM0219                          STATION RECOVERY (1986)
 MM0219
 MM0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0219'RECOVERED IN GOOD CONDITION.
 MM0219
 MM0219                          STATION RECOVERY (1998)
 MM0219
 MM0219'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1266 ***********************************************************************
 MK1266  DESIGNATION -  K 81
 MK1266  PID         -  MK1266
 MK1266  STATE/COUNTY-  NE/BUTLER
 MK1266  COUNTRY     -  US
 MK1266  USGS QUAD   -  DWIGHT (2017)
 MK1266
 MK1266                         *CURRENT SURVEY CONTROL
 MK1266  ______________________________________________________________________
 MK1266* NAD 83(1986) POSITION- 41 04 59.     (N) 097 01 06.     (W)   SCALED
 MK1266* NAVD 88 ORTHO HEIGHT -   495.022 (meters)     1624.08  (feet) ADJUSTED
 MK1266  ______________________________________________________________________
 MK1266  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 MK1266  DYNAMIC HEIGHT  -        494.767 (meters)     1623.25  (feet) COMP
 MK1266  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 MK1266
 MK1266  VERT ORDER      -  SECOND    CLASS 0
 MK1266
 MK1266.The horizontal coordinates were scaled from a map and have
 MK1266.an estimated accuracy of +/- 6 seconds.
 MK1266
 MK1266.The orthometric height was determined by differential leveling and
 MK1266.adjusted by the NATIONAL GEODETIC SURVEY
 MK1266.in June 1991.
 MK1266
 MK1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1266.GEOID18 height accuracy estimate available here.
 MK1266
 MK1266.Click photographs - Photos may exist for this station.
 MK1266
 MK1266.The dynamic height is computed by dividing the NAVD 88
 MK1266.geopotential number by the normal gravity value computed on the
 MK1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1266.degrees latitude (g = 980.6199 gals.).
 MK1266
 MK1266.The modeled gravity was interpolated from observed gravity values.
 MK1266
 MK1266;                    North         East    Units  Estimated Accuracy
 MK1266;SPC NE       -   143,070.      750,420.      MT  (+/- 180 meters Scaled)
 MK1266
 MK1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL664498(NAD 83)
 MK1266
 MK1266                          SUPERSEDED SURVEY CONTROL
 MK1266
 MK1266  NGVD 29 (??/??/92)  494.835  (m)         1623.47   (f) ADJ UNCH    2 0
 MK1266
 MK1266.Superseded values are not recommended for survey control.
 MK1266
 MK1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1266.See file dsdata.pdf to determine how the superseded data were derived.
 MK1266
 MK1266_MARKER: DB = BENCH MARK DISK
 MK1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1266_STAMPING: K 81 1935
 MK1266_MARK LOGO: CGS
 MK1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1266+STABILITY: SURFACE MOTION
 MK1266
 MK1266  HISTORY     - Date     Condition        Report By
 MK1266  HISTORY     - 1935     MONUMENTED       CGS
 MK1266  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1266  HISTORY     - 19990408 GOOD             NEDR
 MK1266
 MK1266                          STATION DESCRIPTION
 MK1266
 MK1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1266'IN DWIGHT.
 MK1266'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN SEWARD AND
 MK1266'BRAINARD, NEBRASKA, JUST NORTH OF THE DWIGHT DEPOT.  105.8 FEET
 MK1266'NORTH OF NORTHEAST CORNER OF DEPOT, 25.7 FEET WEST OF WEST RAIL
 MK1266'OF MAIN TRACK, 13.6 FEET NORTHEAST OF COAL SHED, AND ABOUT 2.5
 MK1266'FEET BELOW TRACK SURFACE.
 MK1266
 MK1266                          STATION RECOVERY (1968)
 MK1266
 MK1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK1266'MARK NOT FOUND.
 MK1266
 MK1266                          STATION RECOVERY (1999)
 MK1266
 MK1266'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 MK1266'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED BECAUSE OF
 MK1266'BUILDING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1129 ***********************************************************************
 AI1129  DESIGNATION -  K 81 RESET
 AI1129  PID         -  AI1129
 AI1129  STATE/COUNTY-  NE/BUTLER
 AI1129  COUNTRY     -  US
 AI1129  USGS QUAD   -  DWIGHT (2017)
 AI1129
 AI1129                         *CURRENT SURVEY CONTROL
 AI1129  ______________________________________________________________________
 AI1129* NAD 83(1986) POSITION- 41 04 58.     (N) 097 01 06.     (W)   SCALED
 AI1129* NAVD 88 ORTHO HEIGHT -   495.25  (meters)     1624.8   (feet) RESET
 AI1129  ______________________________________________________________________
 AI1129  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 AI1129  VERT ORDER      -  THIRD
 AI1129
 AI1129.The horizontal coordinates were scaled from a map and have
 AI1129.an estimated accuracy of +/- 6 seconds.
 AI1129
 AI1129.The orthometric height was computed from unverified reset data.
 AI1129
 AI1129.No vertical observational check was made to the station.
 AI1129
 AI1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1129.GEOID18 height accuracy estimate available here.
 AI1129
 AI1129.Click photographs - Photos may exist for this station.
 AI1129
 AI1129;                    North         East    Units  Estimated Accuracy
 AI1129;SPC NE       -   143,040.      750,420.      MT  (+/- 180 meters Scaled)
 AI1129
 AI1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL664498(NAD 83)
 AI1129
 AI1129                          SUPERSEDED SURVEY CONTROL
 AI1129
 AI1129.No superseded survey control is available for this station.
 AI1129
 AI1129_MARKER: DV = VERTICAL CONTROL DISK
 AI1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1129_STAMPING: K 81 RESET 1999
 AI1129_MARK LOGO: NGS
 AI1129_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1129+STABILITY: SURFACE MOTION
 AI1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1129+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1129
 AI1129  HISTORY     - Date     Condition        Report By
 AI1129  HISTORY     - 1999     MONUMENTED       NEDR
 AI1129
 AI1129                          STATION DESCRIPTION
 AI1129
 AI1129'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI1129'THE MARK IS IN DWIGHT, IN THE NORTHEAST ANGLE OF 1ST AND MAPLE
 AI1129'STREETS, AT THE SITE OF THE OLD RAILROAD STATION, IN THE NW1/4, SEC19,
 AI1129'T13N, R4E AND ON PROPERTY OWNED BY MR.NOVACEK.  HE MAY BE REACHED AT
 AI1129'402 566 2425.  REACH FROM THE POST OFFICE IN DWIGHT, GO SOUTH ON
 AI1129'SECOND STREET FOR ABOUT 200 FT (61.0 M) TO MAPLE STREET. TURN LEFT AND
 AI1129'GO EAST ON MAPLE STREET FOR 450 FT (137.2 M) TO 1ST STREET, THE OLD
 AI1129'RAILROAD DEPOT AND THE BENCH MARK.  IT IS SET INTO THE TOP OF A ROUND
 AI1129'CONCRETE POST THAT IS RECESSED 2.5 CM BELOW THE GROUND SURFACE AND IS
 AI1129'37.4 M (122.7 FT) NORTH OF THE CENTERLINE OF MAPLE STREET, 29.80 M
 AI1129'(97.77 FT) EAST OF THE CENTERLINE OF 1ST STREET, 25.74 M (84.45 FT)
 AI1129'NORTH-NORTHEAST OF A NAIL IN A UTILITY POLE, 10.25 M (33.63 FT) WEST
 AI1129'OF THE CENTERLINE OF A DRIVE TO AN OLD GRAIN ELEVATOR AND 4.70 M
 AI1129'(15.42 FT) SOUTH OF THE SOUTHEAST CORNER OF THE OLD RAILROAD STATION
 AI1129'BUILDING AND A WITNESS POST.  A MAGNET WAS PLACED INTO THE CONCRETE AT
 AI1129'THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0390 ***********************************************************************
 LG0390  DESIGNATION -  K 82
 LG0390  PID         -  LG0390
 LG0390  STATE/COUNTY-  NE/LANCASTER
 LG0390  COUNTRY     -  US
 LG0390  USGS QUAD   -  DAVEY (2017)
 LG0390
 LG0390                         *CURRENT SURVEY CONTROL
 LG0390  ______________________________________________________________________
 LG0390* NAD 83(1986) POSITION- 40 59 47.85   (N) 096 39 38.10   (W)   HD_HELD1
 LG0390* NAVD 88 ORTHO HEIGHT -   376.716 (meters)     1235.94  (feet) ADJUSTED
 LG0390  ______________________________________________________________________
 LG0390  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 LG0390  DYNAMIC HEIGHT  -        376.547 (meters)     1235.39  (feet) COMP
 LG0390  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 LG0390
 LG0390  VERT ORDER      -  SECOND    CLASS 0
 LG0390
 LG0390.The horizontal coordinates were determined by differentially corrected
 LG0390.hand held GPS observations or other comparable positioning techniques
 LG0390.and have an estimated accuracy of +/- 3 meters.
 LG0390
 LG0390.The orthometric height was determined by differential leveling and
 LG0390.adjusted by the NATIONAL GEODETIC SURVEY
 LG0390.in June 1991.
 LG0390
 LG0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0390.GEOID18 height accuracy estimate available here.
 LG0390
 LG0390.Click photographs - Photos may exist for this station.
 LG0390
 LG0390.The dynamic height is computed by dividing the NAVD 88
 LG0390.geopotential number by the normal gravity value computed on the
 LG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0390.degrees latitude (g = 980.6199 gals.).
 LG0390
 LG0390.The modeled gravity was interpolated from observed gravity values.
 LG0390
 LG0390;                    North         East    Units  Estimated Accuracy
 LG0390;SPC NE       -   134,580.2     780,822.0     MT  (+/- 3 meters HH1 GPS) 
 LG0390
 LG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9676641018(NAD 83)
 LG0390
 LG0390                          SUPERSEDED SURVEY CONTROL
 LG0390
 LG0390  NGVD 29 (??/??/92)  376.596  (m)         1235.55   (f) ADJ UNCH    2 0
 LG0390
 LG0390.Superseded values are not recommended for survey control.
 LG0390
 LG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0390.See file dsdata.pdf to determine how the superseded data were derived.
 LG0390
 LG0390_MARKER: DB = BENCH MARK DISK
 LG0390_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0390_STAMPING: K 82 1935
 LG0390_MARK LOGO: CGS
 LG0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0390+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 LG0390
 LG0390  HISTORY     - Date     Condition        Report By
 LG0390  HISTORY     - 1935     MONUMENTED       CGS
 LG0390  HISTORY     - 20060925 GOOD             NE-109
 LG0390  HISTORY     - 20100503 GOOD             INDIV
 LG0390  HISTORY     - 20160307 GOOD             INDIV
 LG0390
 LG0390                          STATION DESCRIPTION
 LG0390
 LG0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0390'1 MI N FROM DAVEY.
 LG0390'1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0390'THE STATION AT DAVEY, LANCASTER COUNTY, AT A ROAD CROSSING, 62.4
 LG0390'FEET EAST OF THE CENTER LINE OF THE ROAD, 51.5 FEET SOUTHEAST
 LG0390'OF THE SOUTHEAST RAIL, AND 5.6 FEET NORTHWEST OF A FENCE.
 LG0390
 LG0390                          STATION RECOVERY (2006)
 LG0390
 LG0390'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2006 (JFP)
 LG0390'FOUND IN GOOD CONDITION.  MARK LOCATION IS - WEST 64' TO CENTERLINE OF
 LG0390'GRAVEL ROAD (N. 40TH STREET), NORTHWEST 50' TO APPROX. CENTERLINE OF
 LG0390'OLD RAILROAD GRADE, N-NE 4.2' TO FACE OF 8-INCH DIAMETER SAWED OFF
 LG0390'TELEGRAPH POLE STANDING 4.7' TALL, E 1.0' TO CARSONITE MARKER POST.
 LG0390'THE MARK IS A STANDARD CGS BRASS DISK IN A 6-INCH SQUARE CONCRETE POST
 LG0390'PROJECTING 0.8' ABOVE THE GROUND.
 LG0390'
 LG0390'HISTORICAL NOTE ON THE RAILROAD - THE RAILROAD FORMERLY AT THIS
 LG0390'LOCATION WAS KNOWN AS THE CHICAGO AND NORTH WESTERN RAILROAD (CNW).
 LG0390'ABANDONMENT FILING WAS MADE WITH THE ICC ON OCTOBER 27, 1980, AND
 LG0390'APPROVED ON APRIL 20, 1981.  THE FINAL TRAIN TO USE THESE TRACKS
 LG0390'OCCURRED ON SEPTEMBER 1, 1981.  THE TRACKS WERE REMOVED SOON
 LG0390'AFTERWARDS.
 LG0390
 LG0390                          STATION RECOVERY (2010)
 LG0390
 LG0390'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG0390'RECOVERED IN GOOD CONDITION.
 LG0390
 LG0390                          STATION RECOVERY (2016)
 LG0390
 LG0390'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 LG0390'THE SAME TIES AS THE 2006 RECOVERY EXIST AS STATED.  ALSO, EAST 12.0'
 LG0390'TO THE FACE OF A TWIN 18 INCH ASH TREE.  WEST 7.3' TO THE FACE OF 8
 LG0390'INCH ASH TREE. NORTH 11.4' TO THE FACE OF A 12 INCH ASH TREE.
 LG0390'
 LG0390'THE MONUMENT IS EXPOSED 1.0' ABOVE THE GROUND BUT APPEARS STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0499 ***********************************************************************
 LG0499  DESIGNATION -  K 83
 LG0499  PID         -  LG0499
 LG0499  STATE/COUNTY-  NE/SEWARD
 LG0499  COUNTRY     -  US
 LG0499  USGS QUAD   -  SEWARD (2017)
 LG0499
 LG0499                         *CURRENT SURVEY CONTROL
 LG0499  ______________________________________________________________________
 LG0499* NAD 83(1986) POSITION- 40 53 26.     (N) 097 07 06.     (W)   SCALED
 LG0499* NAVD 88 ORTHO HEIGHT -   445.112 (meters)     1460.34  (feet) ADJUSTED
 LG0499  ______________________________________________________________________
 LG0499  GEOID HEIGHT    -        -26.884 (meters)                     GEOID18
 LG0499  DYNAMIC HEIGHT  -        444.877 (meters)     1459.57  (feet) COMP
 LG0499  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LG0499
 LG0499  VERT ORDER      -  SECOND    CLASS 0
 LG0499
 LG0499.The horizontal coordinates were scaled from a map and have
 LG0499.an estimated accuracy of +/- 6 seconds.
 LG0499
 LG0499.The orthometric height was determined by differential leveling and
 LG0499.adjusted by the NATIONAL GEODETIC SURVEY
 LG0499.in June 1991.
 LG0499
 LG0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0499.GEOID18 height accuracy estimate available here.
 LG0499
 LG0499.Click photographs - Photos may exist for this station.
 LG0499
 LG0499.The dynamic height is computed by dividing the NAVD 88
 LG0499.geopotential number by the normal gravity value computed on the
 LG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0499.degrees latitude (g = 980.6199 gals.).
 LG0499
 LG0499.The modeled gravity was interpolated from observed gravity values.
 LG0499
 LG0499;                    North         East    Units  Estimated Accuracy
 LG0499;SPC NE       -   121,430.      742,740.      MT  (+/- 180 meters Scaled)
 LG0499
 LG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL585283(NAD 83)
 LG0499
 LG0499                          SUPERSEDED SURVEY CONTROL
 LG0499
 LG0499  NGVD 29 (??/??/92)  444.932  (m)         1459.75   (f) ADJ UNCH    2 0
 LG0499
 LG0499.Superseded values are not recommended for survey control.
 LG0499
 LG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0499.See file dsdata.pdf to determine how the superseded data were derived.
 LG0499
 LG0499_MARKER: DB = BENCH MARK DISK
 LG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0499_STAMPING: K 83 1935
 LG0499_MARK LOGO: CGS
 LG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0499+STABILITY: SURFACE MOTION
 LG0499
 LG0499  HISTORY     - Date     Condition        Report By
 LG0499  HISTORY     - 1935     MONUMENTED       CGS
 LG0499  HISTORY     - 1938     GOOD             CGS
 LG0499
 LG0499                          STATION DESCRIPTION
 LG0499
 LG0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0499'1 MI SW FROM SEWARD.
 LG0499'1.0 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0499'FROM THE STATION AT SEWARD, SEWARD COUNTY, 750 FEET SOUTHWEST
 LG0499'OF MILEPOST C 40, 55.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0499'AND 4.4 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0499'K 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0499
 LG0499                          STATION RECOVERY (1938)
 LG0499
 LG0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1625 ***********************************************************************
 MK1625  DESIGNATION -  K 84
 MK1625  PID         -  MK1625
 MK1625  STATE/COUNTY-  NE/BOONE
 MK1625  COUNTRY     -  US
 MK1625  USGS QUAD   -  ALBION EAST (2017)
 MK1625
 MK1625                         *CURRENT SURVEY CONTROL
 MK1625  ______________________________________________________________________
 MK1625* NAD 83(1986) POSITION- 41 43 17.     (N) 097 54 28.     (W)   SCALED
 MK1625* NAVD 88 ORTHO HEIGHT -   553.328 (meters)     1815.38  (feet) ADJUSTED
 MK1625  ______________________________________________________________________
 MK1625  GEOID HEIGHT    -        -24.382 (meters)                     GEOID18
 MK1625  DYNAMIC HEIGHT  -        553.093 (meters)     1814.61  (feet) COMP
 MK1625  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 MK1625
 MK1625  VERT ORDER      -  SECOND    CLASS 0
 MK1625
 MK1625.The horizontal coordinates were scaled from a map and have
 MK1625.an estimated accuracy of +/- 6 seconds.
 MK1625
 MK1625.The orthometric height was determined by differential leveling and
 MK1625.adjusted by the NATIONAL GEODETIC SURVEY
 MK1625.in June 1991.
 MK1625
 MK1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1625.GEOID18 height accuracy estimate available here.
 MK1625
 MK1625.Click photographs - Photos may exist for this station.
 MK1625
 MK1625.The dynamic height is computed by dividing the NAVD 88
 MK1625.geopotential number by the normal gravity value computed on the
 MK1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1625.degrees latitude (g = 980.6199 gals.).
 MK1625
 MK1625.The modeled gravity was interpolated from observed gravity values.
 MK1625
 MK1625;                    North         East    Units  Estimated Accuracy
 MK1625;SPC NE       -   211,730.      674,020.      MT  (+/- 180 meters Scaled)
 MK1625
 MK1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM908194(NAD 83)
 MK1625
 MK1625                          SUPERSEDED SURVEY CONTROL
 MK1625
 MK1625  NGVD 29 (??/??/92)  553.119  (m)         1814.69   (f) ADJ UNCH    2 0
 MK1625
 MK1625.Superseded values are not recommended for survey control.
 MK1625
 MK1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1625.See file dsdata.pdf to determine how the superseded data were derived.
 MK1625
 MK1625_MARKER: DB = BENCH MARK DISK
 MK1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1625_STAMPING: K 84 1935
 MK1625_MARK LOGO: CGS
 MK1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1625+STABILITY: SURFACE MOTION
 MK1625
 MK1625  HISTORY     - Date     Condition        Report By
 MK1625  HISTORY     - 1935     MONUMENTED       CGS
 MK1625  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1625
 MK1625                          STATION DESCRIPTION
 MK1625
 MK1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1625'1.9 MI N FROM BRADISH.
 MK1625'1.9 MILES NORTH OF BRADISH.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1625'RAILROAD BETWEEN ALBION AND HUMPHREY, 420 FEET SOUTHWEST OF
 MK1625'CULVERT NO. D, 150 FEET EAST OF SCHOOL HOUSE, 84.7 FEET
 MK1625'SOUTHWEST OF RAILROAD CROSSING, 34.4 FEET SOUTHEAST OF THE
 MK1625'SOUTHEAST RAIL, 1.8 FEET NORTHWEST OF FENCE.  NOTE-- SCHOOL IS
 MK1625'ABOUT 500 FEET SOUTH OF RR XING.
 MK1625
 MK1625                          STATION RECOVERY (1957)
 MK1625
 MK1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1625'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1656 ***********************************************************************
 MK1656  DESIGNATION -  K 85
 MK1656  PID         -  MK1656
 MK1656  STATE/COUNTY-  NE/BOONE
 MK1656  COUNTRY     -  US
 MK1656  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1656
 MK1656                         *CURRENT SURVEY CONTROL
 MK1656  ______________________________________________________________________
 MK1656* NAD 83(1986) POSITION- 41 34 06.     (N) 097 53 25.     (W)   SCALED
 MK1656* NAVD 88 ORTHO HEIGHT -   519.091 (meters)     1703.05  (feet) ADJUSTED
 MK1656  ______________________________________________________________________
 MK1656  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 MK1656  DYNAMIC HEIGHT  -        518.864 (meters)     1702.31  (feet) COMP
 MK1656  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 MK1656
 MK1656  VERT ORDER      -  SECOND    CLASS 0
 MK1656
 MK1656.The horizontal coordinates were scaled from a map and have
 MK1656.an estimated accuracy of +/- 6 seconds.
 MK1656
 MK1656.The orthometric height was determined by differential leveling and
 MK1656.adjusted by the NATIONAL GEODETIC SURVEY
 MK1656.in June 1991.
 MK1656
 MK1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1656.GEOID18 height accuracy estimate available here.
 MK1656
 MK1656.Click photographs - Photos may exist for this station.
 MK1656
 MK1656.The dynamic height is computed by dividing the NAVD 88
 MK1656.geopotential number by the normal gravity value computed on the
 MK1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1656.degrees latitude (g = 980.6199 gals.).
 MK1656
 MK1656.The modeled gravity was interpolated from observed gravity values.
 MK1656
 MK1656;                    North         East    Units  Estimated Accuracy
 MK1656;SPC NE       -   194,780.      675,890.      MT  (+/- 180 meters Scaled)
 MK1656
 MK1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM925024(NAD 83)
 MK1656
 MK1656                          SUPERSEDED SURVEY CONTROL
 MK1656
 MK1656  NGVD 29 (??/??/92)  518.883  (m)         1702.37   (f) ADJ UNCH    2 0
 MK1656
 MK1656.Superseded values are not recommended for survey control.
 MK1656
 MK1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1656.See file dsdata.pdf to determine how the superseded data were derived.
 MK1656
 MK1656_MARKER: DB = BENCH MARK DISK
 MK1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1656_STAMPING: K 85 1935
 MK1656_MARK LOGO: CGS
 MK1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1656+STABILITY: SURFACE MOTION
 MK1656
 MK1656  HISTORY     - Date     Condition        Report By
 MK1656  HISTORY     - 1935     MONUMENTED       CGS
 MK1656
 MK1656                          STATION DESCRIPTION
 MK1656
 MK1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1656'1.3 MI W FROM ST EDWARDS.
 MK1656'ALONG STATE HIGHWAY NO. 56 BETWEEN ST. EDWARDS AND CEDAR
 MK1656'RAPIDS, 0.1 MILES WEST OF JUNCTION OF STATE HIGHWAYS 56 AND 39,
 MK1656'36.8 FEET SOUTH OF THE CENTER LINE OF STATE HIGWHAY 56, 16.7
 MK1656'FEET EAST OF THE CENTERLINE OF ROAD TO FARM HOUSE, 3.4 FEET
 MK1656'SOUTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1657 ***********************************************************************
 MK1657  DESIGNATION -  K 85 RESET
 MK1657  PID         -  MK1657
 MK1657  STATE/COUNTY-  NE/BOONE
 MK1657  COUNTRY     -  US
 MK1657  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1657
 MK1657                         *CURRENT SURVEY CONTROL
 MK1657  ______________________________________________________________________
 MK1657* NAD 83(1986) POSITION- 41 34 06.     (N) 097 53 27.     (W)   SCALED
 MK1657* NAVD 88 ORTHO HEIGHT -   518.87  (meters)     1702.3   (feet) RESET
 MK1657  ______________________________________________________________________
 MK1657  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 MK1657  VERT ORDER      -  THIRD
 MK1657
 MK1657.The horizontal coordinates were scaled from a map and have
 MK1657.an estimated accuracy of +/- 6 seconds.
 MK1657
 MK1657.The orthometric height was computed from unverified reset data.
 MK1657
 MK1657.No vertical observational check was made to the station.
 MK1657
 MK1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1657.GEOID18 height accuracy estimate available here.
 MK1657
 MK1657.Click photographs - Photos may exist for this station.
 MK1657
 MK1657;                    North         East    Units  Estimated Accuracy
 MK1657;SPC NE       -   194,770.      675,850.      MT  (+/- 180 meters Scaled)
 MK1657
 MK1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM924024(NAD 83)
 MK1657
 MK1657                          SUPERSEDED SURVEY CONTROL
 MK1657
 MK1657  NGVD 29 (??/??/??)  518.66   (m)         1701.6    (f) RESET       3  
 MK1657
 MK1657.Superseded values are not recommended for survey control.
 MK1657
 MK1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1657.See file dsdata.pdf to determine how the superseded data were derived.
 MK1657
 MK1657_MARKER: DB = BENCH MARK DISK
 MK1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1657_STAMPING: K 85 RESET 1964
 MK1657_MARK LOGO: CGS
 MK1657_PROJECTION: FLUSH
 MK1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1657+STABILITY: SURFACE MOTION
 MK1657
 MK1657  HISTORY     - Date     Condition        Report By
 MK1657  HISTORY     - 1964     MONUMENTED       LOCENG
 MK1657
 MK1657                          STATION DESCRIPTION
 MK1657
 MK1657'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 MK1657'1.3 MI W FROM ST EDWARD.
 MK1657'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1657'AT ST. EDWARD, BOONE COUNTY, 0.1 MILE WEST OF THE JUNCTION
 MK1657'OF STATE HIGHWAY 39, AT THE JUNCTION OF A ROAD LEWADING TO A
 MK1657'FARMHOUSE, 63.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17
 MK1657'FEET EAST OF THE CENTER LINE OF THE ROAD AND SET IN THE TOP OF A
 MK1657'CONCRETE POST FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0251 ***********************************************************************
 ML0251  DESIGNATION -  K 86
 ML0251  PID         -  ML0251
 ML0251  STATE/COUNTY-  NE/NANCE
 ML0251  COUNTRY     -  US
 ML0251  USGS QUAD   -  BELGRADE (2017)
 ML0251
 ML0251                         *CURRENT SURVEY CONTROL
 ML0251  ______________________________________________________________________
 ML0251* NAD 83(1986) POSITION- 41 23 52.     (N) 098 00 11.     (W)   SCALED
 ML0251* NAVD 88 ORTHO HEIGHT -   507.504 (meters)     1665.04  (feet) ADJUSTED
 ML0251  ______________________________________________________________________
 ML0251  GEOID HEIGHT    -        -24.845 (meters)                     GEOID18
 ML0251  DYNAMIC HEIGHT  -        507.264 (meters)     1664.25  (feet) COMP
 ML0251  MODELED GRAVITY -    980,135.6   (mgal)                       NAVD 88
 ML0251
 ML0251  VERT ORDER      -  SECOND    CLASS 0
 ML0251
 ML0251.The horizontal coordinates were scaled from a map and have
 ML0251.an estimated accuracy of +/- 6 seconds.
 ML0251
 ML0251.The orthometric height was determined by differential leveling and
 ML0251.adjusted by the NATIONAL GEODETIC SURVEY
 ML0251.in June 1991.
 ML0251
 ML0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0251.GEOID18 height accuracy estimate available here.
 ML0251
 ML0251.Click photographs - Photos may exist for this station.
 ML0251
 ML0251.The dynamic height is computed by dividing the NAVD 88
 ML0251.geopotential number by the normal gravity value computed on the
 ML0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0251.degrees latitude (g = 980.6199 gals.).
 ML0251
 ML0251.The modeled gravity was interpolated from observed gravity values.
 ML0251
 ML0251;                    North         East    Units  Estimated Accuracy
 ML0251;SPC NE       -   175,620.      666,930.      MT  (+/- 180 meters Scaled)
 ML0251
 ML0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL833833(NAD 83)
 ML0251
 ML0251                          SUPERSEDED SURVEY CONTROL
 ML0251
 ML0251  NGVD 29 (??/??/92)  507.281  (m)         1664.30   (f) ADJ UNCH    2 0
 ML0251
 ML0251.Superseded values are not recommended for survey control.
 ML0251
 ML0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0251.See file dsdata.pdf to determine how the superseded data were derived.
 ML0251
 ML0251_MARKER: DB = BENCH MARK DISK
 ML0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0251_STAMPING: K-86-1935
 ML0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0251+STABILITY: SURFACE MOTION
 ML0251
 ML0251  HISTORY     - Date     Condition        Report By
 ML0251  HISTORY     - 1935     MONUMENTED       CGS
 ML0251
 ML0251                          STATION DESCRIPTION
 ML0251
 ML0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0251'2.6 MI N FROM FULLERTON.
 ML0251'2.6 MILES NORTH OF FULLERTON.  ALONG THE UNION PACIFIC RAILWAY
 ML0251'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, 0.3 MILES NORTH OF MILE
 ML0251'POST NO. 16, ABOUT 2300 FEET NORTH OF CROSSING WHERE STATE
 ML0251'HIGHWAY NO. 52 CROSSES TRACK, 51.4 FEET SOUTHEAST OF RAIL
 ML0251'ROAD CROSSING, 44.6 FEET EAST OF THE EAST RAIL, 40.3 FEET
 ML0251'NORTH OF CULVERT NO. 16.37.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1119 ***********************************************************************
 MK1119  DESIGNATION -  K 87
 MK1119  PID         -  MK1119
 MK1119  STATE/COUNTY-  NE/PLATTE
 MK1119  COUNTRY     -  US
 MK1119  USGS QUAD   -  PLATTE CENTER (2017)
 MK1119
 MK1119                         *CURRENT SURVEY CONTROL
 MK1119  ______________________________________________________________________
 MK1119* NAD 83(1986) POSITION- 41 35 02.     (N) 097 29 37.     (W)   SCALED
 MK1119* NAVD 88 ORTHO HEIGHT -   482.128 (meters)     1581.78  (feet) ADJUSTED
 MK1119  ______________________________________________________________________
 MK1119  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 MK1119  DYNAMIC HEIGHT  -        481.917 (meters)     1581.09  (feet) COMP
 MK1119  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 MK1119
 MK1119  VERT ORDER      -  SECOND    CLASS 0
 MK1119
 MK1119.The horizontal coordinates were scaled from a map and have
 MK1119.an estimated accuracy of +/- 6 seconds.
 MK1119
 MK1119.The orthometric height was determined by differential leveling and
 MK1119.adjusted by the NATIONAL GEODETIC SURVEY
 MK1119.in June 1991.
 MK1119
 MK1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1119.GEOID18 height accuracy estimate available here.
 MK1119
 MK1119.Click photographs - Photos may exist for this station.
 MK1119
 MK1119.The dynamic height is computed by dividing the NAVD 88
 MK1119.geopotential number by the normal gravity value computed on the
 MK1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1119.degrees latitude (g = 980.6199 gals.).
 MK1119
 MK1119.The modeled gravity was interpolated from observed gravity values.
 MK1119
 MK1119;                    North         East    Units  Estimated Accuracy
 MK1119;SPC NE       -   197,380.      708,900.      MT  (+/- 180 meters Scaled)
 MK1119
 MK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM255046(NAD 83)
 MK1119
 MK1119                          SUPERSEDED SURVEY CONTROL
 MK1119
 MK1119  NGVD 29 (??/??/92)  481.938  (m)         1581.16   (f) ADJ UNCH    2 0
 MK1119
 MK1119.Superseded values are not recommended for survey control.
 MK1119
 MK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1119.See file dsdata.pdf to determine how the superseded data were derived.
 MK1119
 MK1119_MARKER: DB = BENCH MARK DISK
 MK1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1119_STAMPING: K 87 1935
 MK1119_MARK LOGO: CGS
 MK1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1119+STABILITY: SURFACE MOTION
 MK1119
 MK1119  HISTORY     - Date     Condition        Report By
 MK1119  HISTORY     - 1935     MONUMENTED       CGS
 MK1119  HISTORY     - 1957     GOOD             CGS
 MK1119
 MK1119                          STATION DESCRIPTION
 MK1119
 MK1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1119'2.2 MI S FROM TARNOV.
 MK1119'2.2 MILES SOUTH OF TARNOV.  ALONG THE UNION PACIFIC RAILWAY
 MK1119'BETWEEN COLUMBUS AND HUMPHREY, 144 FEET NORTH OF MILE POST NO.
 MK1119'18, 70.4 FEET SOUTHEAST OF CROSSING, 52.4 FEET EAST OF THE EAST
 MK1119'RAIL, 3.2 FEET WEST OF FENCE.
 MK1119
 MK1119                          STATION RECOVERY (1957)
 MK1119
 MK1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0103 ***********************************************************************
 LG0103  DESIGNATION -  K 88
 LG0103  PID         -  LG0103
 LG0103  STATE/COUNTY-  NE/CASS
 LG0103  COUNTRY     -  US
 LG0103  USGS QUAD   -  AVOCA (2017)
 LG0103
 LG0103                         *CURRENT SURVEY CONTROL
 LG0103  ______________________________________________________________________
 LG0103* NAD 83(1986) POSITION- 40 51 30.     (N) 096 07 15.     (W)   SCALED
 LG0103* NAVD 88 ORTHO HEIGHT -   327.196 (meters)     1073.48  (feet) ADJUSTED
 LG0103  ______________________________________________________________________
 LG0103  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 LG0103  DYNAMIC HEIGHT  -        327.056 (meters)     1073.02  (feet) COMP
 LG0103  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 LG0103
 LG0103  VERT ORDER      -  SECOND    CLASS 0
 LG0103
 LG0103.The horizontal coordinates were scaled from a map and have
 LG0103.an estimated accuracy of +/- 6 seconds.
 LG0103
 LG0103.The orthometric height was determined by differential leveling and
 LG0103.adjusted by the NATIONAL GEODETIC SURVEY
 LG0103.in June 1991.
 LG0103
 LG0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0103.GEOID18 height accuracy estimate available here.
 LG0103
 LG0103.Click photographs - Photos may exist for this station.
 LG0103
 LG0103.The dynamic height is computed by dividing the NAVD 88
 LG0103.geopotential number by the normal gravity value computed on the
 LG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0103.degrees latitude (g = 980.6199 gals.).
 LG0103
 LG0103.The modeled gravity was interpolated from observed gravity values.
 LG0103
 LG0103;                    North         East    Units  Estimated Accuracy
 LG0103;SPC NE       -   121,140.      826,870.      MT  (+/- 180 meters Scaled)
 LG0103
 LG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426270(NAD 83)
 LG0103
 LG0103                          SUPERSEDED SURVEY CONTROL
 LG0103
 LG0103  NGVD 29 (??/??/92)  327.104  (m)         1073.17   (f) ADJ UNCH    2 0
 LG0103
 LG0103.Superseded values are not recommended for survey control.
 LG0103
 LG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0103.See file dsdata.pdf to determine how the superseded data were derived.
 LG0103
 LG0103_MARKER: DB = BENCH MARK DISK
 LG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0103_STAMPING: K 88 1961
 LG0103_MARK LOGO: CGS
 LG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0103+STABILITY: SURFACE MOTION
 LG0103
 LG0103  HISTORY     - Date     Condition        Report By
 LG0103  HISTORY     - 1961     MONUMENTED       CGS
 LG0103  HISTORY     - 1961     GOOD             CGS
 LG0103  HISTORY     - 1984     GOOD             NGS
 LG0103
 LG0103                          STATION DESCRIPTION
 LG0103
 LG0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0103'1.4 MI E FROM WEEPING WATER.
 LG0103'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0103'STATION AT WEEPING WATER, 0.1 MILE NORTH OF BENCH MARK L 88,
 LG0103'ALONG A GRAVEL ROAD CROSSING, 136 FEET SOUTHEAST OF A T
 LG0103'INTERSECTION, 1 POLE WEST OF MILEPOST 459+10, 63.0 FEET SOUTHEAST
 LG0103'OF A CROSSING, 46.2 FEET SOUTH OF THE SOUTH RAIL, 42.0 FEET
 LG0103'EAST OF THE CENTER OF A GRAVEL ROAD, 17.6 FEET EAST OF A TELEPHONE
 LG0103'POLE WITH ONE GUY WIRE, 14.6 FEET EAST OF A FENCE CORNER, SET
 LG0103'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 LG0103'ABOUT 3 FEET LOWER THAN THE TRACK.
 LG0103
 LG0103                          STATION RECOVERY (1984)
 LG0103
 LG0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0103'ABOUT 2.25 KM (1.4 MI) EAST ALONG THE MISSOURI PACIFIC RAILROAD, FROM
 LG0103'THE STATION AT WEEPING WATER, AT A T-ROAD INTERSECTION AND A RAILROAD
 LG0103'CROSSING, 19.2 M (63.0 FT) SOUTHWEST FROM THE CENTER OF THE CROSSING,
 LG0103'04.08 M (46.2 FT) SOUTH FROM THE SOUTH RAIL OF THE TRACK, 11.7 M
 LG0103'(38.5 FT) EAST FROM THE CENTERLINE OF A GRAVELED ROAD , 4.42 M (14.5
 LG0103'FT) EAST FROM A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0084 ***********************************************************************
 MN0084  DESIGNATION -  K 9
 MN0084  PID         -  MN0084
 MN0084  STATE/COUNTY-  NE/CHEYENNE
 MN0084  COUNTRY     -  US
 MN0084  USGS QUAD   -  SIDNEY (2017)
 MN0084
 MN0084                         *CURRENT SURVEY CONTROL
 MN0084  ______________________________________________________________________
 MN0084* NAD 83(1986) POSITION- 41 13 17.3    (N) 102 58 23.7    (W)   HD_HELD2
 MN0084* NAVD 88 ORTHO HEIGHT -  1306.288 (meters)     4285.71  (feet) ADJUSTED
 MN0084  ______________________________________________________________________
 MN0084  GEOID HEIGHT    -        -19.805 (meters)                     GEOID18
 MN0084  DYNAMIC HEIGHT  -       1305.365 (meters)     4282.69  (feet) COMP
 MN0084  MODELED GRAVITY -    979,871.5   (mgal)                       NAVD 88
 MN0084
 MN0084  VERT ORDER      -  FIRST     CLASS II
 MN0084
 MN0084.The horizontal coordinates were established by autonomous hand held GPS
 MN0084.observations and have an estimated accuracy of +/- 10 meters.
 MN0084
 MN0084.The orthometric height was determined by differential leveling and
 MN0084.adjusted by the NATIONAL GEODETIC SURVEY
 MN0084.in June 1991.
 MN0084
 MN0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0084.GEOID18 height accuracy estimate available here.
 MN0084
 MN0084.Click photographs - Photos may exist for this station.
 MN0084
 MN0084.The dynamic height is computed by dividing the NAVD 88
 MN0084.geopotential number by the normal gravity value computed on the
 MN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0084.degrees latitude (g = 980.6199 gals.).
 MN0084
 MN0084.The modeled gravity was interpolated from observed gravity values.
 MN0084
 MN0084;                    North         East    Units  Estimated Accuracy
 MN0084;SPC NE       -   158,404.      250,815.      MT  (+/- 10 meters HH2 GPS)
 MN0084
 MN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6988565323(NAD 83)
 MN0084
 MN0084                          SUPERSEDED SURVEY CONTROL
 MN0084
 MN0084  NGVD 29 (??/??/92) 1305.656  (m)         4283.64   (f) ADJ UNCH    1 2
 MN0084
 MN0084.Superseded values are not recommended for survey control.
 MN0084
 MN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0084.See file dsdata.pdf to determine how the superseded data were derived.
 MN0084
 MN0084_MARKER: DB = BENCH MARK DISK
 MN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0084_STAMPING: K 9 1933 4283.640
 MN0084_MARK LOGO: CGS
 MN0084_PROJECTION: FLUSH
 MN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0084+STABILITY: SURFACE MOTION
 MN0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0084+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 MN0084
 MN0084  HISTORY     - Date     Condition        Report By
 MN0084  HISTORY     - 1933     MONUMENTED       CGS
 MN0084  HISTORY     - 1941     GOOD             CGS
 MN0084  HISTORY     - 1985     GOOD             NGS
 MN0084  HISTORY     - 20071205 GOOD             NEDR
 MN0084  HISTORY     - 20170525 GOOD             GEOCAC
 MN0084
 MN0084                          STATION DESCRIPTION
 MN0084
 MN0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MN0084'AT HUNTSMAN.
 MN0084'AT HUNTSMAN, CHEYENNE COUNTY, ON THE CHICAGO BURLINGTON AND
 MN0084'QUINCY RAILROAD, 8-1/2 POLES SOUTH OF MILEPOST 69, NEAR THE
 MN0084'SOUTH LINE OF SEC. 32, T 15 N, R 49 W, AT A ROAD CROSSING JUST
 MN0084'NORTH OF TWO GRAIN ELEVATORS, 200 FEET EAST OF THE CENTERLINE
 MN0084'OF STATE HIGHWAY 19, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MN0084'34 FEET EAST OF THE EAST RAIL, AND 5 FEET NORTH OF A
 MN0084'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED 4283.640
 MN0084'K 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0084
 MN0084                          STATION RECOVERY (1985)
 MN0084
 MN0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0084'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.0 KM (6.85
 MN0084'MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0084'GURLEY, ALSO AT A ROAD CROSSING OF THE BURLINGTON NORTHERN RAILROAD AT
 MN0084'HUNTSMAN, 22.3 METERS (73 FT) WEST OF THE HIGHWAY CENTERLINE, 13.7
 MN0084'METERS (45 FT) NORTH OF THE CENTER OF AN ASPHALT ROAD, 2.7 METERS (9
 MN0084'FT) NORTH OF A DOUBLE GUYED POWER POLE AND 10.4 METERS (34 FT) EAST OF
 MN0084'THE EAST RAIL.
 MN0084'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0084'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MN0084
 MN0084                          STATION RECOVERY (2007)
 MN0084
 MN0084'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0084'MARK IS 0.3M BELOW LEVEL OF TRACKS
 MN0084
 MN0084                          STATION RECOVERY (2017)
 MN0084
 MN0084'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0024 ***********************************************************************
 LH0024  DESIGNATION -  K A
 LH0024  PID         -  LH0024
 LH0024  STATE/COUNTY-  NE/ADAMS
 LH0024  COUNTRY     -  US
 LH0024  USGS QUAD   -  HASTINGS WEST (2017)
 LH0024
 LH0024                         *CURRENT SURVEY CONTROL
 LH0024  ______________________________________________________________________
 LH0024* NAD 83(1986) POSITION- 40 35 14.     (N) 098 23 17.     (W)   SCALED
 LH0024* NAVD 88 ORTHO HEIGHT -   586.900 (meters)     1925.52  (feet) ADJUSTED
 LH0024  ______________________________________________________________________
 LH0024  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 LH0024  DYNAMIC HEIGHT  -        586.572 (meters)     1924.45  (feet) COMP
 LH0024  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 LH0024
 LH0024  VERT ORDER      -  FIRST     CLASS II
 LH0024
 LH0024.The horizontal coordinates were scaled from a map and have
 LH0024.an estimated accuracy of +/- 6 seconds.
 LH0024
 LH0024.The orthometric height was determined by differential leveling and
 LH0024.adjusted by the NATIONAL GEODETIC SURVEY
 LH0024.in June 1991.
 LH0024
 LH0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0024.GEOID18 height accuracy estimate available here.
 LH0024
 LH0024.Click photographs - Photos may exist for this station.
 LH0024
 LH0024.The dynamic height is computed by dividing the NAVD 88
 LH0024.geopotential number by the normal gravity value computed on the
 LH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0024.degrees latitude (g = 980.6199 gals.).
 LH0024
 LH0024.The modeled gravity was interpolated from observed gravity values.
 LH0024
 LH0024;                    North         East    Units  Estimated Accuracy
 LH0024;SPC NE       -    84,980.      636,430.      MT  (+/- 180 meters Scaled)
 LH0024
 LH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK517931(NAD 83)
 LH0024
 LH0024                          SUPERSEDED SURVEY CONTROL
 LH0024
 LH0024  NGVD 29 (??/??/92)  586.670  (m)         1924.77   (f) ADJ UNCH    1 2
 LH0024
 LH0024.Superseded values are not recommended for survey control.
 LH0024
 LH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0024.See file dsdata.pdf to determine how the superseded data were derived.
 LH0024
 LH0024_MARKER: DD = SURVEY DISK
 LH0024_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0024_STAMPING: K-A 1924.898
 LH0024_MARK LOGO: CGS+SS
 LH0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0024
 LH0024  HISTORY     - Date     Condition        Report By
 LH0024  HISTORY     - 1934     MONUMENTED       NEGS
 LH0024  HISTORY     - 1947     GOOD             CGS
 LH0024  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0024  HISTORY     - 20150811 MARK NOT FOUND   GEOCAC
 LH0024
 LH0024                          STATION DESCRIPTION
 LH0024
 LH0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0024'AT HASTINGS.
 LH0024'AT HASTINGS, AT THE POST OFFICE, 40.0 FEET WEST OF THE CENTER
 LH0024'LINE OF NORTH HASTINGS AVENUE, 16.0 FEET NORTH OF THE CENTER
 LH0024'OF THE STEPS AT THE EAST ENTRANCE TO THE POST OFFICE, 7.6 FEET
 LH0024'EAST OF THE EAST WALL OF THE POST OFFICE BUILDING, SET IN THE
 LH0024'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LH0024
 LH0024                          STATION RECOVERY (1991)
 LH0024
 LH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0024'THE DESCRIBED AREA IS UNDER CONSTRUCTION.  ASSUMED DESTROYED.
 LH0024
 LH0024                          STATION RECOVERY (2015)
 LH0024
 LH0024'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH0024'THE BUILDING AT THIS LOCATION WAS DEMOLISHED IN 1973 AND THE SITE
 LH0024'REDEVELOPED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0394 ***********************************************************************
 NO0394  DESIGNATION -  KAISER
 NO0394  PID         -  NO0394
 NO0394  STATE/COUNTY-  NE/CHERRY
 NO0394  COUNTRY     -  US
 NO0394  USGS QUAD   -  ARABIA SE (2017)
 NO0394
 NO0394                         *CURRENT SURVEY CONTROL
 NO0394  ______________________________________________________________________
 NO0394* NAD 83(1995) POSITION- 42 33 19.15523(N) 100 17 44.41306(W)   ADJUSTED
 NO0394* NAVD 88 ORTHO HEIGHT -   866.    (meters)     2841.    (feet) SCALED
 NO0394  ______________________________________________________________________
 NO0394  GEOID HEIGHT    -        -21.847 (meters)                     GEOID18
 NO0394  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 NO0394  HORZ ORDER      -  THIRD
 NO0394
 NO0394.The horizontal coordinates were established by classical geodetic methods
 NO0394.and adjusted by the National Geodetic Survey in August 1997.
 NO0394
 NO0394.The orthometric height was scaled from a topographic map.
 NO0394
 NO0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0394.GEOID18 height accuracy estimate available here.
 NO0394
 NO0394.Click photographs - Photos may exist for this station.
 NO0394
 NO0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0394
 NO0394. The following values were computed from the NAD 83(1995) position.
 NO0394
 NO0394;                    North         East     Units Scale Factor Converg.
 NO0394;SPC NE       -   302,268.596   475,721.888   MT  0.99982660   -0 11 45.4
 NO0394;SPC NE       -   991,692.89  1,560,764.23   sFT  0.99982660   -0 11 45.4
 NO0394;UTM  14      - 4,712,249.308   393,632.890   MT  0.99973920   -0 52 34.8
 NO0394
 NO0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0394!SPC NE       -   0.99986758  x   0.99982660  =   0.99969420
 NO0394!UTM  14      -   0.99986758  x   0.99973920  =   0.99960682
 NO0394
 NO0394:                Primary Azimuth Mark                     Grid Az
 NO0394:SPC NE       -  KAISER AZ MK                             022 34 48.3
 NO0394:UTM  14      -  KAISER AZ MK                             023 15 37.7
 NO0394
 NO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9363212249(NAD 83)
 NO0394
 NO0394|---------------------------------------------------------------------|
 NO0394| PID    Reference Object                     Distance      Geod. Az  |
 NO0394|                                                           dddmmss.s |
 NO0394| CO3809 KAISER AZ MK                                       0222302.9 |
 NO0394| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX.10.7 KM 0265419.2 |
 NO0394| CO3810 KAISER RM 1                          12.545 METERS 19906     |
 NO0394| CO3811 KAISER RM 2                          12.248 METERS 32427     |
 NO0394|---------------------------------------------------------------------|
 NO0394
 NO0394                          SUPERSEDED SURVEY CONTROL
 NO0394
 NO0394  NAD 83(1986)-  42 33 19.15761(N)    100 17 44.41998(W) AD(       ) 3
 NO0394  NAD 27      -  42 33 19.15800(N)    100 17 42.98300(W) AD(       ) 3
 NO0394
 NO0394.Superseded values are not recommended for survey control.
 NO0394
 NO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0394.See file dsdata.pdf to determine how the superseded data were derived.
 NO0394
 NO0394_MARKER: DS = TRIANGULATION STATION DISK
 NO0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0394_STAMPING: KAISER 1949
 NO0394_MARK LOGO: CGS
 NO0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0394+STABILITY: SURFACE MOTION
 NO0394
 NO0394  HISTORY     - Date     Condition        Report By
 NO0394  HISTORY     - 1949     MONUMENTED       CGS
 NO0394
 NO0394                          STATION DESCRIPTION
 NO0394
 NO0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0394'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH AND 3.0 MILES WEST
 NO0394'OF WOODLAKE AND ABOUT 0.75 OF A MILE NORTH OF PLUM CREEK ON THE
 NO0394'TOP OF A PROMINENT SAND HILL.  IT IS 5.3 FEET WEST OF A WITNESS
 NO0394'POST.  IT PROJECTS 2 INCHES AND IS STAMPED KAISER 1949.
 NO0394'
 NO0394'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 NO0394'HILL ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0394'PROJECTS 3 INCHES AND IS STAMPED KAISER NO 1 1949.
 NO0394'
 NO0394'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE
 NO0394'HILL ABOUT 1.8 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0394'PROJECTS 2 INCHES AND IS STAMPED KAISER NO 2 1949.
 NO0394'
 NO0394'THE AZIMUTH MARK IS 92.0 FEET SOUTH OF A T FENCE CORNER, 79.0
 NO0394'FEET SOUTH OF THE CENTER OF THE MOST SOUTHERLY OF TWO WIRE
 NO0394'GATES, AND 2.0 FEET SOUTH OF A WITNESS POST, AND 0.3 OF A FOOT
 NO0394'WEST OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED KAISER
 NO0394'1949.
 NO0394'
 NO0394'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAKE, GO SOUTH
 NO0394'ON THE MAIN STREET FOR 0.25 OF A MILE TO U.S. HIGHWAY NO. 20,
 NO0394'CROSS OVER U.S. HIGHWAY NO. 20 AND CONTINUE SOUTH ON A GRAVELED
 NO0394'ROAD FOR 2.0 MILES TO WHERE THE GRAVELED ROAD TURNS TO THE
 NO0394'RIGHT, HERE CONTINUE STRAIGHT AHEAD ON A GRADED SAND ROAD FOR
 NO0394'2.85 MILES TO A RANCH HOME ON THE RIGHT AND A MAIL BOX ON THE
 NO0394'LEFT, CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.85 OF A MILE
 NO0394'TO A WIRE GATE ON THE RIGHT JUST BEFORE REACHING A CATTLE
 NO0394'GUARD, TURN RIGHT THROUGH THE WIRE GATE AND FOLLOW A DIM TRACK
 NO0394'ROAD FOR 0.5 OF A MILE SOUTHWEST TO A WINDMILL, TURN RIGHT AND
 NO0394'GO WEST FOR 0.5 OF A MILE TO TWO WIRE GATES IN A NORTH-SOUTH
 NO0394'FENCE, THE AZIMUTH MARK IS JUST SOUTH OF THESE GATES AS
 NO0394'DESCRIBED, PASS THROUGH THE MOST SOUTHERLY OF TWO WIRE
 NO0394'GATES AND BEAR LEFT AND GO SOUTH-SOUTHWEST ACROSS A
 NO0394'PASTURE FOR 0.35 OF A MILE TO A WINDMILL, PASS TO THE SOUTH OF
 NO0394'THIS WINDMILL AND BEAR LEFT AND GO SOUTHERLY ACROSS
 NO0394'PASTURE FOR 0.35 OF A MILE TO THE TOP OF THE HIGHEST POINT
 NO0394'AND THE STATION AS DESCRIBED.
 NO0394'
 NO0394'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0394'
 NO0394'A 74 FOOT SIGNAL AT STATION RANDALL IS VISIBLE AT 4 FEET.
 NO0394'
 NO0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0659 ***********************************************************************
 NN0659  DESIGNATION -  KALINA
 NN0659  PID         -  NN0659
 NN0659  STATE/COUNTY-  NE/HOLT
 NN0659  COUNTRY     -  US
 NN0659  USGS QUAD   -  INMAN (2017)
 NN0659
 NN0659                         *CURRENT SURVEY CONTROL
 NN0659  ______________________________________________________________________
 NN0659* NAD 83(1995) POSITION- 42 25 11.40893(N) 098 34 58.35901(W)   ADJUSTED
 NN0659* NAVD 88 ORTHO HEIGHT -   593.    (meters)     1946.    (feet) SCALED
 NN0659  ______________________________________________________________________
 NN0659  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 NN0659  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 NN0659  HORZ ORDER      -  SECOND
 NN0659
 NN0659.The horizontal coordinates were established by classical geodetic methods
 NN0659.and adjusted by the National Geodetic Survey in August 1997.
 NN0659
 NN0659.The orthometric height was scaled from a topographic map.
 NN0659
 NN0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0659.GEOID18 height accuracy estimate available here.
 NN0659
 NN0659.Click photographs - Photos may exist for this station.
 NN0659
 NN0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0659
 NN0659. The following values were computed from the NAD 83(1995) position.
 NN0659
 NN0659;                    North         East     Units Scale Factor Converg.
 NN0659;SPC NE       -   288,135.590   616,604.562   MT  0.99978592   +0 56 20.8
 NN0659;SPC NE       -   945,324.85  2,022,976.80   sFT  0.99978592   +0 56 20.8
 NN0659;UTM  14      - 4,696,476.090   534,317.117   MT  0.99961449   +0 16 53.0
 NN0659
 NN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0659!SPC NE       -   0.99991080  x   0.99978592  =   0.99969674
 NN0659!UTM  14      -   0.99991080  x   0.99961449  =   0.99952533
 NN0659
 NN0659:                Primary Azimuth Mark                     Grid Az
 NN0659:SPC NE       -  P 127                                    312 02 05.0
 NN0659:UTM  14      -  P 127                                    312 41 32.8
 NN0659
 NN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3431796476(NAD 83)
 NN0659
 NN0659|---------------------------------------------------------------------|
 NN0659| PID    Reference Object                     Distance      Geod. Az  |
 NN0659|                                                           dddmmss.s |
 NN0659| CO3812 KALINA RM 1                          23.644 METERS 23229     |
 NN0659| NN0669 O NEILL MUNICIPAL TANK              APPROX. 7.1 KM 3113130.1 |
 NN0659| NN0238 P 127                                              3125825.8 |
 NN0659| CO3813 KALINA RM 2                          19.773 METERS 32959     |
 NN0659|---------------------------------------------------------------------|
 NN0659
 NN0659                          SUPERSEDED SURVEY CONTROL
 NN0659
 NN0659  NAD 83(1986)-  42 25 11.41482(N)    098 34 58.36494(W) AD(       ) 2
 NN0659  NAD 27      -  42 25 11.40500(N)    098 34 57.06400(W) AD(       ) 2
 NN0659
 NN0659.Superseded values are not recommended for survey control.
 NN0659
 NN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0659.See file dsdata.pdf to determine how the superseded data were derived.
 NN0659
 NN0659_MARKER: DS = TRIANGULATION STATION DISK
 NN0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0659_STAMPING: KALINA 1949
 NN0659_MARK LOGO: CGS
 NN0659_PROJECTION: FLUSH
 NN0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0659+STABILITY: SURFACE MOTION
 NN0659
 NN0659  HISTORY     - Date     Condition        Report By
 NN0659  HISTORY     - 1949     MONUMENTED       CGS
 NN0659  HISTORY     - 1968     GOOD             CGS
 NN0659
 NN0659                          STATION DESCRIPTION
 NN0659
 NN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0659'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST AND 2-1/2 MILES
 NN0659'SOUTH OF ONEILL AND ABOUT 3.0 MILES WEST AND 2-1/2 MILES NORTH
 NN0659'OF INMAN, IN THE NORTHEAST CORNER OF A PASTURE AND ON LAND
 NN0659'OWNED BY MR. CHARLES KALINA.  IT IS ABOUT 0.25 MILE EAST OF THE
 NN0659'KALINA FARM HOUSE, 20 FEET WEST OF FENCE LINE, 49 FEET SOUTH
 NN0659'OF THE CENTER OF DRIVEWAY TO FARM HOUSE AND 64 FEET
 NN0659'SOUTH-SOUTHWEST OF THE SOUTH END OF GATE INTO PASTURE.  IT IS
 NN0659'STAMPED KALINA 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0659'
 NN0659'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 18 FEET NORTH OF
 NN0659'THE CENTER OF DRIVEWAY TO FARM HOUSE AND 6 INCHES SOUTH OF FENCE
 NN0659'LINE.  IT IS STAMPED KALINA NO 1 1949 AND PROJECTS 2 INCHES.
 NN0659'
 NN0659'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 5 FEET
 NN0659'SOUTH OF THE CENTER OF DRIVEWAY AND 1 FOOT SOUTH OF THE SOUTH
 NN0659'END OF GATE.  IT IS STAMPED KALINA NO 2 1949 AND PROJECTS
 NN0659'2 INCHES.
 NN0659'
 NN0659'BENCH MARK P 127 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 NN0659'0.4 MILE NORTH-NORTHWEST OF THE STATION, 45 FEET WEST OF THE
 NN0659'WEST RAIL OF THE RAILROAD TRACKS, 15 FEET NORTH OF THE CENTER
 NN0659'OF ROAD INTO FIELD, 5 FEET SOUTHWEST OF TELEPHONE POLE, 1 FOOT
 NN0659'EAST OF WITNESS POST AND 6 INCHES EAST OF FENCE LINE.  IT IS
 NN0659'STAMPED P 127 1935 AND PROJECTS 2 INCHES.
 NN0659'
 NN0659'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF
 NN0659'ONEILL, GO EAST AND SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR
 NN0659'3.3 MILES TO CENTER OF BRIDGE OVER ELKHORN RIVER, CONTINUE
 NN0659'SOUTHEAST ON HIGHWAYS FOR 0.8 MILE TO SIDE ROAD RIGHT ACROSS
 NN0659'RAILROAD TRACKS INTO FIELD AND AZIMUTH MARK AS DESCRIBED,
 NN0659'CONTINUE SOUTHEAST ON HIGHWAY FOR 0.4 MILE TO CROSSROAD,
 NN0659'TURN RIGHT CROSS RAILROAD TRACKS, PASS THROUGH GATE INTO
 NN0659'PASTURE AND STATION JUST SOUTH OF SOUTH END OF GATE AS
 NN0659'DESCRIBED.
 NN0659'
 NN0659'A 74 FOOT SIGNAL AT STATION PETER IS VISIBLE AT 50 FEET
 NN0659'
 NN0659'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 50 FEET
 NN0659'
 NN0659'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900 IS VISIBLE AT
 NN0659'50 FEET
 NN0659'
 NN0659'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 50 FEET
 NN0659'
 NN0659'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0659
 NN0659                          STATION RECOVERY (1968)
 NN0659
 NN0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NN0659'THE STATION MARK AND BENCH MARK P 127 (AZIMUTH MARK) WERE
 NN0659'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 NN0659'1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT FOUND AND
 NN0659'WAS ASSUMED THE MARKS WERE DESTROYED WHEN A DRIVEWAY WAS
 NN0659'WIDENED WHICH LEADS TO A FARM HOUSE.
 NN0659'
 NN0659'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 NN0659'
 NN0659'FOLLOWING IS A NEW DESCRIPTION.
 NN0659'
 NN0659'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF
 NN0659'ONEILL, GO SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 3.3 MILES
 NN0659'TO A BRIDGE OVER THE ELKHORN RIVER.  CONTINUE SOUTHEAST ON
 NN0659'THE HIGHWAY FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT (TURN
 NN0659'RIGHT ACROSS RAILROAD TRACKS AND THE AZIMUTH MARK (BENCH MARK
 NN0659'P 127) ON THE RIGHT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 NN0659'0.4 MILE TO A CROSSROAD.  TURN RIGHT AND CROSS RAILROAD TRACKS
 NN0659'FOR 0.05 MILE TO A CORNER OF PASTURE AND STATION ON THE LEFT.
 NN0659'
 NN0659'STATION MARK, A STANDARD DISK STAMPED KALINA 1949, IS SET
 NN0659'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0659'SURFACE OF THE GROUND.  IT IS 66.5 FEET SOUTHWEST OF THE
 NN0659'WEST RAIL OF RAILROAD TRACKS, 50.5 FEET SOUTH-SOUTHWEST OF A
 NN0659'CORNER FENCE POST, 49 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 NN0659'25 FEET NORTHEAST OF A PIPELINE PIPE, AND 19 FEET WEST OF A
 NN0659'FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 NN0659'
 NN0659'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KALINA 1949
 NN0659'NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NN0659'PROJECTS 3 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE
 NN0659'DRIVEWAY, 12.5 FEET SOUTHWEST OF THE CORNER FENCE POST, AND
 NN0659'1 FOOT SOUTH OF A FENCE.
 NN0659'
 NN0659'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KALINA 1949 NO.
 NN0659'4 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NN0659'PROJECTS 4 INCHES.  IT IS 56 FEET WEST OF THE WEST RAIL OF
 NN0659'RAILROAD TRACKS, 46.5 FEET SOUTH OF THE CORNER FENCE POST,
 NN0659'15 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE, 1.5 FEET NORTHWEST
 NN0659'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 NN0659'
 NN0659'BENCH MARK P 127 (AZIMUTH MARK), A STANDARD COAST AND GEODETIC
 NN0659'SURVEY BENCH MARK DISK STAMPED P 127 1935, SET IN THE TOP
 NN0659'OF A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0659'SURFACE OF THE GROUND IT 45 FEET WEST OF THE WEST RAIL OF
 NN0659'RAILROAD TRACKS, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD,
 NN0659'5 FEET SOUTHWEST OF A TELEGRAPH POLE, AND 0.5 FEET WEST OF A
 NN0659'METAL WITNESS POST.
 NN0659'
 NN0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NN0659'MILES SE OF ONEILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1152 ***********************************************************************
 LG1152  DESIGNATION -  KALLEMEYN
 LG1152  PID         -  LG1152
 LG1152  STATE/COUNTY-  NE/LANCASTER
 LG1152  COUNTRY     -  US
 LG1152  USGS QUAD   -  CORTLAND (2017)
 LG1152
 LG1152                         *CURRENT SURVEY CONTROL
 LG1152  ______________________________________________________________________
 LG1152* NAD 83(1995) POSITION- 40 34 00.81289(N) 096 38 07.63639(W)   ADJUSTED
 LG1152* NAVD 88 ORTHO HEIGHT -   429.67  (+/-2cm)     1409.7   (feet) VERTCON
 LG1152  ______________________________________________________________________
 LG1152  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 LG1152  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 LG1152  HORZ ORDER      -  THIRD
 LG1152  VERT ORDER      -  THIRD ? (See Below)
 LG1152
 LG1152.The horizontal coordinates were established by classical geodetic methods
 LG1152.and adjusted by the National Geodetic Survey in August 1997.
 LG1152
 LG1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1152
 LG1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1152.GEOID18 height accuracy estimate available here.
 LG1152
 LG1152.The vertical order pertains to the NGVD 29 superseded value.
 LG1152
 LG1152.Click photographs - Photos may exist for this station.
 LG1152
 LG1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1152
 LG1152. The following values were computed from the NAD 83(1995) position.
 LG1152
 LG1152;                    North         East     Units Scale Factor Converg.
 LG1152;SPC NE       -    86,988.985   784,790.271   MT  0.99979170   +2 13 46.8
 LG1152;SPC NE       -   285,396.36  2,574,766.08   sFT  0.99979170   +2 13 46.8
 LG1152;UTM  14      - 4,493,366.770   700,166.782   MT  1.00009321   +1 32 17.7
 LG1152
 LG1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1152!SPC NE       -   0.99993673  x   0.99979170  =   0.99972844
 LG1152!UTM  14      -   0.99993673  x   1.00009321  =   1.00002993
 LG1152
 LG1152:                Primary Azimuth Mark                     Grid Az
 LG1152:SPC NE       -  KALLEMEYN AZ MK                          267 10 03.3
 LG1152:UTM  14      -  KALLEMEYN AZ MK                          267 51 32.4
 LG1152
 LG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0016693366(NAD 83)
 LG1152
 LG1152|---------------------------------------------------------------------|
 LG1152| PID    Reference Object                     Distance      Geod. Az  |
 LG1152|                                                           dddmmss.s |
 LG1152| LG1146 HOLLAND REFORM CHURCH SPIRE         APPROX. 4.9 KM 0483458.6 |
 LG1152| CL7208 KALLEMEYN RM 1                       19.498 METERS 08054     |
 LG1152| LG1147 FIRTH MUNICIPAL TANK                APPROX. 4.5 KM 1452237.4 |
 LG1152| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX. 6.6 KM 1714917.4 |
 LG1152| CL7209 KALLEMEYN RM 2                       22.947 METERS 18837     |
 LG1152| CL7207 KALLEMEYN AZ MK                                    2692350.1 |
 LG1152| LG1149 HICKMAN MUNICIPAL TANK              APPROX. 6.4 KM 3593538.7 |
 LG1152|---------------------------------------------------------------------|
 LG1152
 LG1152                          SUPERSEDED SURVEY CONTROL
 LG1152
 LG1152  NAD 83(1986)-  40 34 00.82080(N)    096 38 07.63552(W) AD(       ) 3
 LG1152  NAD 27      -  40 34 00.81600(N)    096 38 06.56700(W) AD(       ) 3
 LG1152  NGVD 29             429.57   (m)         1409.3    (f) LEVELING    3  
 LG1152
 LG1152.Superseded values are not recommended for survey control.
 LG1152
 LG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1152.See file dsdata.pdf to determine how the superseded data were derived.
 LG1152
 LG1152_MARKER: DS = TRIANGULATION STATION DISK
 LG1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1152_STAMPING: KALLEMEYN 1947
 LG1152_MARK LOGO: CGS
 LG1152_PROJECTION: FLUSH
 LG1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1152+STABILITY: SURFACE MOTION
 LG1152
 LG1152  HISTORY     - Date     Condition        Report By
 LG1152  HISTORY     - 1947     MONUMENTED       CGS
 LG1152  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 LG1152
 LG1152                          STATION DESCRIPTION
 LG1152
 LG1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1152'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF FIRTH AND
 LG1152'ABOUT 3 MILES SOUTH OF HICKMAN, ON LAND OWNED BY MR. JOHN
 LG1152'KALLEMEYN.  IT IS IN THE NORTHWEST CORNER OF AN ORCHARD, 44
 LG1152'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF
 LG1152'AN EAST-WEST FENCE LINE, 11 FEET EAST OF A NORTH-SOUTH FENCE LINE
 LG1152'AND 9 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG1152'PROJECTING 1 FOOT.  IT IS STAMPED KALLEMEYN 1947 AND IS FLUSH
 LG1152'WITH THE SURFACE OF THE GROUND.
 LG1152'
 LG1152'REFERENCE MARK NO. 1 IS 74 FEET EAST OF A FENCE CORNER, 33 FEET
 LG1152'SOUTH OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT SOUTH OF AN
 LG1152'EAST-WEST FENCE LINE.  IT IS STAMPED KALLEMEYN NO 1 1947 AND
 LG1152'PROJECTS 10 INCHES.
 LG1152'
 LG1152'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE ORCHARD AND 1 FOOT
 LG1152'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED KALLEMEYN NO
 LG1152'2 1947 AND PROJECTS 10 INCHES.
 LG1152'
 LG1152'THE AZIMUTH MARK IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 34
 LG1152'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 2
 LG1152'FEET EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1152'2 FEET.  IT IS STAMPED KALLEMEYN 1947 AND PROJECTS 6 INCHES.
 LG1152'
 LG1152'TO REACH THE STATION FROM THE CENTER OF FIRTH, GO NORTH FOR 0.35
 LG1152'MILE TO AN EAST-WEST ROAD, TURN LEFT, WEST, AND GO 1.2 MILES TO
 LG1152'A T INTERSECTION.  TURN RIGHT, NORTH, AND GO 2.0 MILES TO A
 LG1152'CROSSROAD, TURN LEFT, WEST, AND GO 0.3 MILE TO THE STATION ON
 LG1152'THE LEFT AS DESCRIBED.
 LG1152'
 LG1152'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 LG1152'ROAD FOR 0.5 MILE TO THE TOP OF A SMALL GRADE AND THE MARK ON
 LG1152'THE LEFT.
 LG1152'
 LG1152'A 74 FOOT SIGNAL AT LONE STAR IS V.G.
 LG1152'
 LG1152'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 20 FEET.
 LG1152'
 LG1152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1152
 LG1152                          STATION RECOVERY (1981)
 LG1152
 LG1152'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1152'KALLEMEYN NO 1 NOT FOUND.
 LG1152'
 LG1152'KALLEMEYN 1947 STATION MARK FOUND DESTROYED LAYING HORIZONTALLY ON
 LG1152'GROUND ALONG WITH KALLEMEYN NO 2.
 LG1152'
 LG1152'KALLEMEYN 1947 FOUND LEANING NEAR FIELD DRIVE.
 LG1152'
 LG1152'MARKS APPARENTLY DESTROYED WHEN AREA WAS USED FOR DIRT BORROW.
 LG1152'DESCRIPTION SHOULD BE CHANGED.
 LG1152'
 LG1152'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI NW FIRTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0888 ***********************************************************************
 LG0888  DESIGNATION -  KAMLER
 LG0888  PID         -  LG0888
 LG0888  STATE/COUNTY-  NE/FILLMORE
 LG0888  COUNTRY     -  US
 LG0888  USGS QUAD   -  ONG (2017)
 LG0888
 LG0888                         *CURRENT SURVEY CONTROL
 LG0888  ______________________________________________________________________
 LG0888* NAD 83(1995) POSITION- 40 27 59.81717(N) 097 47 11.46895(W)   ADJUSTED
 LG0888* NAVD 88 ORTHO HEIGHT -   522.    (meters)     1713.    (feet) SCALED
 LG0888  ______________________________________________________________________
 LG0888  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 LG0888  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 LG0888  HORZ ORDER      -  SECOND
 LG0888
 LG0888.The horizontal coordinates were established by classical geodetic methods
 LG0888.and adjusted by the National Geodetic Survey in August 1997.
 LG0888
 LG0888.The orthometric height was scaled from a topographic map.
 LG0888
 LG0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0888.GEOID18 height accuracy estimate available here.
 LG0888
 LG0888.Click photographs - Photos may exist for this station.
 LG0888
 LG0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0888
 LG0888. The following values were computed from the NAD 83(1995) position.
 LG0888
 LG0888;                    North         East     Units Scale Factor Converg.
 LG0888;SPC NE       -    72,716.415   687,670.801   MT  0.99982157   +1 28 00.7
 LG0888;SPC NE       -   238,570.44  2,256,133.29   sFT  0.99982157   +1 28 00.7
 LG0888;UTM  14      - 4,480,256.199   602,875.093   MT  0.99973027   +0 47 15.4
 LG0888
 LG0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0888!SPC NE       -   0.99992225  x   0.99982157  =   0.99974383
 LG0888!UTM  14      -   0.99992225  x   0.99973027  =   0.99965254
 LG0888
 LG0888:                Primary Azimuth Mark                     Grid Az
 LG0888:SPC NE       -  KAMLER AZ MK                             006 58 21.9
 LG0888:UTM  14      -  KAMLER AZ MK                             007 39 07.2
 LG0888
 LG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0287580256(NAD 83)
 LG0888
 LG0888|---------------------------------------------------------------------|
 LG0888| PID    Reference Object                     Distance      Geod. Az  |
 LG0888|                                                           dddmmss.s |
 LG0888| CN8897 KAMLER AZ MK                                       0082622.6 |
 LG0888| CN8899 KAMLER RM 1                                        04556     |
 LG0888| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.16.7 KM 0621341.9 |
 LG0888| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.16.6 KM 0663148.2 |
 LG0888| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.16.9 KM 0671515.5 |
 LG0888| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.16.8 KM 0680300.5 |
 LG0888| CN8900 KAMLER RM 2                          78.355 METERS 10328     |
 LG0888| LG0859 SHICKLEY MUNICIPAL TANK             APPROX. 7.6 KM 1352315.2 |
 LG0888| LG0858 SHICKLEY ZION EVAN LUTH CH          APPROX. 7.3 KM 1365752.9 |
 LG0888| LG0856 CARLETON ZION LUTH CH STEEPLE       APPROX.20.3 KM 1520902.9 |
 LG0888| LG0855 CARLETON MUNICIPAL TANK             APPROX.20.3 KM 1522606.0 |
 LG0888| LG0887 STOCKHOLM SWEDISH LUTHERAN CH       APPROX. 6.4 KM 1732816.2 |
 LG0888|---------------------------------------------------------------------|
 LG0888
 LG0888                          SUPERSEDED SURVEY CONTROL
 LG0888
 LG0888  NAD 83(1986)-  40 27 59.82449(N)    097 47 11.46991(W) AD(       ) 2
 LG0888  NAD 27      -  40 27 59.79100(N)    097 47 10.30500(W) AD(       ) 2
 LG0888
 LG0888.Superseded values are not recommended for survey control.
 LG0888
 LG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0888.See file dsdata.pdf to determine how the superseded data were derived.
 LG0888
 LG0888_MARKER: DS = TRIANGULATION STATION DISK
 LG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0888_STAMPING: KAMLER 1950
 LG0888_MARK LOGO: CGS
 LG0888_PROJECTION: RECESSED 30 CENTIMETERS
 LG0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0888+STABILITY: SURFACE MOTION
 LG0888
 LG0888  HISTORY     - Date     Condition        Report By
 LG0888  HISTORY     - 1950     MONUMENTED       CGS
 LG0888  HISTORY     - 1955     GOOD             CGS
 LG0888  HISTORY     - 1963     MARK NOT FOUND   CGS
 LG0888
 LG0888                          STATION DESCRIPTION
 LG0888
 LG0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0888'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF SHICKLEY ON A
 LG0888'NORTH-SOUTH RIDGE IN A CULTIVATED FIELD.  STATION IS 29 FEET
 LG0888'NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 5 FEET NORTH
 LG0888'OF THE EDGE OF CULTIVATED FIELD.  THE MARK IS ABOUT 1 FOOT BELOW
 LG0888'THE SURFACE AND THE DISK IS STAMPED KAMLER 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0888'OF DIRT ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 LG0888'6 INCHES AND THE DISK IS STAMPED KAMLER NO 1 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE APPROXIMATE CENTERLINE
 LG0888'OF ROAD, 35 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD,
 LG0888'11 FEET EAST OF FENCE CORNER AND 1 FOOT NORTH OF FENCE.  THE
 LG0888'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED KAMLER NO
 LG0888'2 1950.
 LG0888'
 LG0888'AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LG0888'DIRT ROAD, 1.5 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF
 LG0888'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LG0888'KAMLER 1950.
 LG0888'
 LG0888'TO REACH FROM THE POST OFFICE IN SHICKLEY GO NORTH FOR 0.4 MILE
 LG0888'TO STATE ROUTE 74.  TURN LEFT AND GO WEST ON STATE ROUTE 74 FOR
 LG0888'3.3 MILES TO CROSSROADS.  TURN RIGHT AND GO NORTH FOR 3.0 MILES
 LG0888'TO CROSSROADS.  TURN LEFT AND GO WEST FOR ABOUT 60 YARDS TO TOP
 LG0888'OF RIDGE AND STATION ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 LG0888'TO REACH AZIMUTH FROM CROSSROADS GO NORTH FOR 0.3 MILE TO
 LG0888'AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 LG0888'
 LG0888'AN 87 FOOT SIGNAL AT STATION GENEVA IS V.G.
 LG0888'
 LG0888'A 4 FOOT SIGNAL AT STATION SHICKLEY IS V.G.
 LG0888'
 LG0888'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LG0888
 LG0888                          STATION RECOVERY (1955)
 LG0888
 LG0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LG0888'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0888'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 LG0888'MOVED AT THE REQUEST OF MR. E.J. SCHELKOPF, FILLMORE COUNTY
 LG0888'SURVEYOR, BECAUSE OF ROAD CONSTRUCTION.  A COMPLETE NEW
 LG0888'DESCRIPTION FOLLOWS.
 LG0888'
 LG0888'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF SHICKLEY ON A
 LG0888'NORTH-SOUTH RIDGE IN A CULTIVATED FIELD, 212 FEET WEST OF THE
 LG0888'CENTER OF A NORTH-SOUTH GRADED ROAD, 169 FEET WEST OF A POWER
 LG0888'POLE, 133 FEET EAST OF A POWER POLE, 29 FEET NORTH OF THE CENTER
 LG0888'OF A DIRT ROAD, AND 5 FEET SOUTH OF A LINE BETWEEN THE POWER
 LG0888'POLES.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 LG0888'AND THE DISK IS STAMPED KAMLER 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTER OF GRADED ROAD,
 LG0888'33 FEET SOUTH OF THE CENTER OF GRADED ROAD, 5 FEET EAST OF A
 LG0888'POWER POLE, AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6
 LG0888'INCHES AND THE DISK IS STAMPED KAMLER NO 2 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 3 IS 210 FEET NORTH OF A SOUTHWEST FENCE
 LG0888'CORNER AND 33 FEET EAST OF THE CENTER OF GRADED ROAD IN A FENCE
 LG0888'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KAMLER
 LG0888'NO 3 1950.
 LG0888'
 LG0888'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF GRADED ROAD IN A
 LG0888'FENCE LINE AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE
 LG0888'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KAMLER 1950
 LG0888'RESET 1955.
 LG0888'
 LG0888'TO REACH THE STATION FROM THE POST OFFICE IN SHICKLEY, GO NORTH
 LG0888'FOR 0.4 MILE TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON
 LG0888'STATE HIGHWAY 74 FOR 3.3 MILES TO CROSSROADS.  TURN RIGHT AND
 LG0888'GO NORTH ON GRADED ROAD FOR 3.0 MILES TO CROSSROADS AND THE
 LG0888'STATION 70 YARDS WEST ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 LG0888'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON GRADED ROAD FOR 0.3
 LG0888'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0888
 LG0888                          STATION RECOVERY (1963)
 LG0888
 LG0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0888'STATION WAS NOT RECOVERED FOLLOWING DIGGING, AND MEASUREMENTS FROM
 LG0888'BOTH THE REFERENCE MARKS.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 LG0888'
 LG0888'THE ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0520 ***********************************************************************
 LH0520  DESIGNATION -  KEARNEY
 LH0520  PID         -  LH0520
 LH0520  STATE/COUNTY-  NE/BUFFALO
 LH0520  COUNTRY     -  US
 LH0520  USGS QUAD   -  KEARNEY (2017)
 LH0520
 LH0520                         *CURRENT SURVEY CONTROL
 LH0520  ______________________________________________________________________
 LH0520* NAD 83(1986) POSITION- 40 41 58.48   (N) 099 04 53.44   (W)   HD_HELD1
 LH0520* NAVD 88 ORTHO HEIGHT -   656.506 (meters)     2153.89  (feet) ADJUSTED
 LH0520  ______________________________________________________________________
 LH0520  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 LH0520  DYNAMIC HEIGHT  -        656.135 (meters)     2152.67  (feet) COMP
 LH0520  MODELED GRAVITY -    980,037.6   (mgal)                       NAVD 88
 LH0520
 LH0520  VERT ORDER      -  FIRST     CLASS II
 LH0520
 LH0520.The horizontal coordinates were determined by differentially corrected
 LH0520.hand held GPS observations or other comparable positioning techniques
 LH0520.and have an estimated accuracy of +/- 3 meters.
 LH0520
 LH0520.The orthometric height was determined by differential leveling and
 LH0520.adjusted by the NATIONAL GEODETIC SURVEY
 LH0520.in June 1991.
 LH0520
 LH0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0520.GEOID18 height accuracy estimate available here.
 LH0520
 LH0520.Click photographs - Photos may exist for this station.
 LH0520
 LH0520.The dynamic height is computed by dividing the NAVD 88
 LH0520.geopotential number by the normal gravity value computed on the
 LH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0520.degrees latitude (g = 980.6199 gals.).
 LH0520
 LH0520.The modeled gravity was interpolated from observed gravity values.
 LH0520
 LH0520;                    North         East    Units  Estimated Accuracy
 LH0520;SPC NE       -    96,590.1     577,606.7     MT  (+/- 3 meters HH1 GPS) 
 LH0520
 LH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9311305411(NAD 83)
 LH0520
 LH0520                          SUPERSEDED SURVEY CONTROL
 LH0520
 LH0520  NGVD 29 (02/14/92)  656.247  (m)         2153.04   (f) ADJUSTED    1 2
 LH0520  NGVD 29 (??/??/87)  656.247  (m)         2153.04   (f) SUPERSEDED  1 2
 LH0520
 LH0520.Superseded values are not recommended for survey control.
 LH0520
 LH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0520.See file dsdata.pdf to determine how the superseded data were derived.
 LH0520
 LH0520_MARKER: DB = BENCH MARK DISK
 LH0520_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH0520_SP_SET: BUILDING
 LH0520_STAMPING: KEARNEY 1933 2153.037
 LH0520_MARK LOGO: CGS
 LH0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0520+STABILITY: POSITION/ELEVATION WELL
 LH0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0520+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0520
 LH0520  HISTORY     - Date     Condition        Report By
 LH0520  HISTORY     - 1933     MONUMENTED       CGS
 LH0520  HISTORY     - 1950     GOOD             CGS
 LH0520  HISTORY     - 19910923 GOOD             NGS
 LH0520  HISTORY     - 20030925 GOOD             USPSQD
 LH0520  HISTORY     - 20120712 GOOD             GEOCAC
 LH0520
 LH0520                          STATION DESCRIPTION
 LH0520
 LH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0520'AT KEARNEY.
 LH0520'AT KEARNEY, BUFFALO COUNTY, AT THE CORNER OF CENTRAL AVENUE
 LH0520'AND EAST TWENTY-FOURTH STREET, AT THE POST OFFICE, 33.7 FEET
 LH0520'EAST OF THE EAST CURB OF CENTRAL AVENUE, 17.8 FEET EAST OF THE
 LH0520'EAST EDGE OF THE CENTRAL AVENUE SIDEWALK, 17 FEET NORTH OF THE
 LH0520'SOUTHWEST CORNER OF THE BUILDING, IN THE BOTTOM GRANITE LEDGE
 LH0520'OF THE SOUTH BASEMENT WINDOW, AND ABOUT 1.5 FEET ABOVE GROUND.
 LH0520'A STANDARD DISK, STAMPED 2153.037 KEARNEY 1933.
 LH0520
 LH0520                          STATION RECOVERY (1950)
 LH0520
 LH0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0520'RECOVERED IN GOOD CONDITION.
 LH0520
 LH0520                          STATION RECOVERY (1991)
 LH0520
 LH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0520'IN KEARNEY, AT THE INTERSECTION OF 24TH STREET AND CENTRAL AVENUE,
 LH0520'NEAR THE SOUTH END OF THE FIRST WINDOW LEDGE NORTH OF THE SOUTHWEST
 LH0520'CORNER OF THE MUSEUM OF NEBRASKA ART, 25.3 M (83.0 FT) NORTH OF THE
 LH0520'CENTER OF THE STREET, 20.4 M (66.9 FT) EAST OF THE CENTERLINE OF THE
 LH0520'AVENUE, 5.1 M (16.7 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 LH0520'BUILDING, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 LH0520
 LH0520                          STATION RECOVERY (2003)
 LH0520
 LH0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LH0520'RECOVERED IN GOOD CONDITION.
 LH0520
 LH0520                          STATION RECOVERY (2012)
 LH0520
 LH0520'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LH0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1262 ***********************************************************************
 LH1262  DESIGNATION -  KEARNEY
 LH1262  PID         -  LH1262
 LH1262  STATE/COUNTY-  NE/KEARNEY
 LH1262  COUNTRY     -  US
 LH1262  USGS QUAD   -  KENESAW (2017)
 LH1262
 LH1262                         *CURRENT SURVEY CONTROL
 LH1262  ______________________________________________________________________
 LH1262* NAD 83(1995) POSITION- 40 37 29.00057(N) 098 44 40.50889(W)   ADJUSTED
 LH1262* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 LH1262  ______________________________________________________________________
 LH1262  GEOID HEIGHT    -        -24.916 (meters)                     GEOID18
 LH1262  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LH1262  HORZ ORDER      -  SECOND
 LH1262
 LH1262.The horizontal coordinates were established by classical geodetic methods
 LH1262.and adjusted by the National Geodetic Survey in August 1997.
 LH1262
 LH1262.The orthometric height was scaled from a topographic map.
 LH1262
 LH1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1262.GEOID18 height accuracy estimate available here.
 LH1262
 LH1262.Click photographs - Photos may exist for this station.
 LH1262
 LH1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1262
 LH1262. The following values were computed from the NAD 83(1995) position.
 LH1262
 LH1262;                    North         East     Units Scale Factor Converg.
 LH1262;SPC NE       -    88,638.358   606,193.775   MT  0.99977584   +0 49 55.1
 LH1262;SPC NE       -   290,807.68  1,988,820.74   sFT  0.99977584   +0 49 55.1
 LH1262;UTM  14      - 4,497,130.396   521,602.109   MT  0.99960574   +0 09 58.7
 LH1262
 LH1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1262!SPC NE       -   0.99990113  x   0.99977584  =   0.99967699
 LH1262!UTM  14      -   0.99990113  x   0.99960574  =   0.99950691
 LH1262
 LH1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2160297130(NAD 83)
 LH1262
 LH1262                          SUPERSEDED SURVEY CONTROL
 LH1262
 LH1262  NAD 83(1986)-  40 37 29.00798(N)    098 44 40.50936(W) AD(       ) 2
 LH1262  NAD 27      -  40 37 28.95600(N)    098 44 39.24300(W) AD(       ) 2
 LH1262  USSD        -  40 37 29.00600(N)    098 44 39.25300(W) AD(       ) 3
 LH1262
 LH1262.Superseded values are not recommended for survey control.
 LH1262
 LH1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1262.See file dsdata.pdf to determine how the superseded data were derived.
 LH1262
 LH1262_MARKER: N = NAIL
 LH1262_SETTING: 0 = UNSPECIFIED SETTING
 LH1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1262
 LH1262  HISTORY     - Date     Condition        Report By
 LH1262  HISTORY     - 1898     MONUMENTED       CGS
 LH1262  HISTORY     - 1951     MARK NOT FOUND   CGS
 LH1262
 LH1262                          STATION DESCRIPTION
 LH1262
 LH1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1262'THIS STATION IS IN THE NE. 1/4 SEC. 35, T. 8 N., R. 13 W., ABOUT
 LH1262'5 MILES NEARLY DUE WEST OF KENESAW, ON THE HIGHEST POINT OF A
 LH1262'SAND HILL.  THERE IS AN EAST AND WEST WIRE FENCE 93 YARDS NORTH OF
 LH1262'THE STATION, WHICH INTERSECTS WITH A NORTH AND SOUTH FENCE 145
 LH1262'YARDS TO THE NORTHEAST OF THE STATION.  THE SURFACE MARK IS A
 LH1262'PINE STUB 3.0 FEET LONG PROJECTING A FEW INCHES ABOVE THE
 LH1262'GROUND, WITH A NAIL IN ITS CENTER.  THE UNDERGROUND MARK IS A
 LH1262'BOTTLE TOP 3.5 FEET BELOW THE SURFACE.  (APPENDIX NO.6-REPORT
 LH1262'FOR 1901).
 LH1262
 LH1262                          STATION RECOVERY (1951)
 LH1262
 LH1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1262'A THOROUGH SEARCH WAS MADE AROUND THE ENTIRE VICINITY BUT THE
 LH1262'STATION WAS NOT RECOVERED.  THE DISTANCE AND DIRECTION FROM
 LH1262'KEARNEY 2 TO KEARNEY 1898 (COMPUTED THROUGH AN INVERSE) SHOWS
 LH1262'THAT THE ORIGINAL STATION WAS SET IN WHAT IS NOW A LARGE SAND
 LH1262'BLOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1267 ***********************************************************************
 LH1267  DESIGNATION -  KEARNEY 2
 LH1267  PID         -  LH1267
 LH1267  STATE/COUNTY-  NE/KEARNEY
 LH1267  COUNTRY     -  US
 LH1267  USGS QUAD   -  DENMAN (2017)
 LH1267
 LH1267                         *CURRENT SURVEY CONTROL
 LH1267  ______________________________________________________________________
 LH1267* NAD 83(1995) POSITION- 40 37 31.95741(N) 098 44 39.60555(W)   ADJUSTED
 LH1267* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 LH1267  ______________________________________________________________________
 LH1267  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 LH1267  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LH1267  HORZ ORDER      -  SECOND
 LH1267
 LH1267.The horizontal coordinates were established by classical geodetic methods
 LH1267.and adjusted by the National Geodetic Survey in August 1997.
 LH1267
 LH1267.The orthometric height was scaled from a topographic map.
 LH1267
 LH1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1267.GEOID18 height accuracy estimate available here.
 LH1267
 LH1267.Click photographs - Photos may exist for this station.
 LH1267
 LH1267.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1267
 LH1267. The following values were computed from the NAD 83(1995) position.
 LH1267
 LH1267;                    North         East     Units Scale Factor Converg.
 LH1267;SPC NE       -    88,729.843   606,213.675   MT  0.99977562   +0 49 55.7
 LH1267;SPC NE       -   291,107.83  1,988,886.03   sFT  0.99977562   +0 49 55.7
 LH1267;UTM  14      - 4,497,221.629   521,623.067   MT  0.99960575   +0 09 59.3
 LH1267
 LH1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1267!SPC NE       -   0.99990113  x   0.99977562  =   0.99967677
 LH1267!UTM  14      -   0.99990113  x   0.99960575  =   0.99950692
 LH1267
 LH1267:                Primary Azimuth Mark                     Grid Az
 LH1267:SPC NE       -  KEARNEY 2 AZ MK                          088 29 28.7
 LH1267:UTM  14      -  KEARNEY 2 AZ MK                          089 09 25.1
 LH1267
 LH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2162397221(NAD 83)
 LH1267
 LH1267|---------------------------------------------------------------------|
 LH1267| PID    Reference Object                     Distance      Geod. Az  |
 LH1267|                                                           dddmmss.s |
 LH1267| CN8906 KEARNEY 2 RM 1                        6.422 METERS 01907     |
 LH1267| CN8905 KEARNEY 2 AZ MK                                    0891924.4 |
 LH1267| LH1258 KENESAW MUNICIPAL TANK              APPROX. 6.9 KM 0935259.4 |
 LH1267| CN8907 KEARNEY 2 RM 2                        9.917 METERS 26733     |
 LH1267|---------------------------------------------------------------------|
 LH1267
 LH1267                          SUPERSEDED SURVEY CONTROL
 LH1267
 LH1267  NAD 83(1986)-  40 37 31.96478(N)    098 44 39.60577(W) AD(       ) 2
 LH1267  NAD 27      -  40 37 31.91500(N)    098 44 38.34300(W) AD(       ) 2
 LH1267
 LH1267.Superseded values are not recommended for survey control.
 LH1267
 LH1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1267.See file dsdata.pdf to determine how the superseded data were derived.
 LH1267
 LH1267_MARKER: DS = TRIANGULATION STATION DISK
 LH1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1267
 LH1267  HISTORY     - Date     Condition        Report By
 LH1267  HISTORY     - 1951     MONUMENTED       CGS
 LH1267  HISTORY     - 1959     GOOD             CGS
 LH1267
 LH1267                          STATION DESCRIPTION
 LH1267
 LH1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1267'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF KENESAW ON THE
 LH1267'RIGHT-OF-WAY OF AN ABANDONED SECTION LINE ROAD ON THE SUMMIT OF A
 LH1267'SMALL ROUND SAND HILL, 4 FEET NORTHWEST OF A WITNESS POST AND 3
 LH1267'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KEARNEY 2
 LH1267'1951 AND PROJECTS 2 INCHES.
 LH1267'
 LH1267'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF AN EAST-WEST FENCE
 LH1267'LINE AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 LH1267'IS STAMPED KEARNEY 2 NO 1 1951 AND PROJECTS 2 INCHES.
 LH1267'
 LH1267'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE
 LH1267'AND IS ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 LH1267'KEARNEY 2 NO 2 1951 AND PROJECTS 4 INCHES.
 LH1267'
 LH1267'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 44.84 FEET.
 LH1267'
 LH1267'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET SOUTH OF
 LH1267'THE CENTER OF A TRACK ROAD, 1 FOOT WEST OF A WITNESS POST
 LH1267'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1267'KEARNEY 2 1951 AND PROJECTS 2 INCHES.
 LH1267'
 LH1267'TO REACH THE STATION FROM THE POST OFFICE IN KENESAW, GO SOUTH
 LH1267'FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON GRAVELED
 LH1267'ROAD FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 LH1267'DIRT ROAD FOR 0.95 MILE TO A CROSSROAD, TURN LEFT AND GO WEST
 LH1267'ON TRACK ROAD FOR 0.4 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED,
 LH1267'CONTINUE WEST ON TRACK ROAD FOR 0.7 MILE TO TOP OF HILL AND
 LH1267'STATION AS DESCRIBED.
 LH1267
 LH1267                          STATION RECOVERY (1959)
 LH1267
 LH1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1267'STATION IS LOCATED IN THE NE CORNER NE 1/4 SEC 35, T 8 N, R 13 W.
 LH1267'LOWELL TOWNSHIP.  STATION WAS RECOVERED AS DESCRIBED IN 1951 AND
 LH1267'ALL MARKS ARE IN GOOD CONDITION.
 LH1267'
 LH1267'1959 OBSERVATIONS TAKEN FROM A 4 FT. STAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1314 ***********************************************************************
 LH1314  DESIGNATION -  KEARNEY BOYS TRAIN SCH SPIPE
 LH1314  PID         -  LH1314
 LH1314  STATE/COUNTY-  NE/BUFFALO
 LH1314  COUNTRY     -  US
 LH1314  USGS QUAD   -  KEARNEY (2017)
 LH1314
 LH1314                         *CURRENT SURVEY CONTROL
 LH1314  ______________________________________________________________________
 LH1314* NAD 83(1995) POSITION- 40 42 20.60625(N) 099 07 26.83448(W)   ADJUSTED
 LH1314  ______________________________________________________________________
 LH1314  GEOID HEIGHT    -        -24.409 (meters)                     GEOID18
 LH1314  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 LH1314  HORZ ORDER      -  THIRD
 LH1314
 LH1314.The horizontal coordinates were established by classical geodetic methods
 LH1314.and adjusted by the National Geodetic Survey in August 1997.
 LH1314
 LH1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1314.GEOID18 height accuracy estimate available here.
 LH1314
 LH1314.Click photographs - Photos may exist for this station.
 LH1314
 LH1314.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1314
 LH1314. The following values were computed from the NAD 83(1995) position.
 LH1314
 LH1314;                    North         East     Units Scale Factor Converg.
 LH1314;SPC NE       -    97,235.098   573,999.671   MT  0.99975532   +0 34 49.6
 LH1314;SPC NE       -   319,012.15  1,883,197.25   sFT  0.99975532   +0 34 49.6
 LH1314;UTM  14      - 4,506,097.872   489,514.969   MT  0.99960135   -0 04 51.4
 LH1314
 LH1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8951406097(NAD 83)
 LH1314
 LH1314                          SUPERSEDED SURVEY CONTROL
 LH1314
 LH1314  NAD 83(1986)-  40 42 20.61295(N)    099 07 26.83507(W) AD(       ) 3
 LH1314  NAD 27      -  40 42 20.56800(N)    099 07 25.52000(W) AD(       ) 3
 LH1314  USSD        -  40 42 20.59600(N)    099 07 25.51200(W) AD(       ) 3
 LH1314
 LH1314.Superseded values are not recommended for survey control.
 LH1314
 LH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1314.See file dsdata.pdf to determine how the superseded data were derived.
 LH1314
 LH1314_MARKER: 52 = STANDPIPE TANK
 LH1314
 LH1314  HISTORY     - Date     Condition        Report By
 LH1314  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1314  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 LH1314
 LH1314                          STATION DESCRIPTION
 LH1314
 LH1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1314'THE STATION IS LOCATED AT THE SOUTHWESTERN EDGE OF KEARNEY.
 LH1314'IT IS ABOUT 100 FEET HIGH, OF STEEL CONSTRUCTION AND PAINTED
 LH1314'SILVER.
 LH1314'
 LH1314'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STANDPIPE.
 LH1314'
 LH1314'TO REACH THE STATION FROM THE MONUMENT ON MAIN STREET IN KEARNEY,
 LH1314'GO SOUTHWEST ON US HIGHWAY 30 FOR 2.65 MILES TO A SIDE ROAD
 LH1314'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO A SIDE DRIVE, LEFT.
 LH1314'TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 LH1314
 LH1314                          STATION RECOVERY (2003)
 LH1314
 LH1314'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LH1314'EMPLOYEE REPORTED CHIMNEY REMOVED DUE TO POOR CONCITION OF THE CHIMNEY
 LH1314'IN 1999
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1310 ***********************************************************************
 LH1310  DESIGNATION -  KEARNEY BUFFALO CO CTHSE DOME
 LH1310  PID         -  LH1310
 LH1310  STATE/COUNTY-  NE/BUFFALO
 LH1310  COUNTRY     -  US
 LH1310  USGS QUAD   -  KEARNEY (2017)
 LH1310
 LH1310                         *CURRENT SURVEY CONTROL
 LH1310  ______________________________________________________________________
 LH1310* NAD 83(1995) POSITION- 40 41 23.32660(N) 099 04 57.41704(W)   ADJUSTED
 LH1310  ______________________________________________________________________
 LH1310  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 LH1310  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 LH1310  HORZ ORDER      -  THIRD
 LH1310
 LH1310.The horizontal coordinates were established by classical geodetic methods
 LH1310.and adjusted by the National Geodetic Survey in August 1997.
 LH1310
 LH1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1310.GEOID18 height accuracy estimate available here.
 LH1310
 LH1310.Click photographs - Photos may exist for this station.
 LH1310
 LH1310.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1310
 LH1310. The following values were computed from the NAD 83(1995) position.
 LH1310
 LH1310;                    North         East     Units Scale Factor Converg.
 LH1310;SPC NE       -    95,505.104   577,524.870   MT  0.99975919   +0 36 28.6
 LH1310;SPC NE       -   313,336.33  1,894,762.84   sFT  0.99975919   +0 36 28.6
 LH1310;UTM  14      - 4,504,327.566   493,019.409   MT  0.99960060   -0 03 13.9
 LH1310
 LH1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9301904327(NAD 83)
 LH1310
 LH1310                          SUPERSEDED SURVEY CONTROL
 LH1310
 LH1310  NAD 83(1986)-  40 41 23.33313(N)    099 04 57.41790(W) AD(       ) 3
 LH1310  NAD 27      -  40 41 23.28700(N)    099 04 56.10400(W) AD(       ) 3
 LH1310
 LH1310.Superseded values are not recommended for survey control.
 LH1310
 LH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1310.See file dsdata.pdf to determine how the superseded data were derived.
 LH1310
 LH1310_MARKER: 87 = DOME
 LH1310
 LH1310  HISTORY     - Date     Condition        Report By
 LH1310  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1310  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 LH1310
 LH1310                          STATION DESCRIPTION
 LH1310
 LH1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1310'THE STATION IS LOCATED AT CENTRAL AVENUE AND 16TH STREET IN
 LH1310'KEARNEY.  IT IS ABOUT 90 FEET HIGH AND SETS ON TOP OF A RED
 LH1310'BRICK BUILDING THAT IS ABOUT 200 FEET SQUARE.
 LH1310'
 LH1310'THE POINT INTERSECTED WAS THE TOP OF THE DOME.
 LH1310
 LH1310                          STATION RECOVERY (2003)
 LH1310
 LH1310'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LH1310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1400 ***********************************************************************
 LH1400  DESIGNATION -  KEARNEY CBL 0
 LH1400  PID         -  LH1400
 LH1400  STATE/COUNTY-  NE/BUFFALO
 LH1400  COUNTRY     -  US
 LH1400  USGS QUAD   -  KEARNEY (2017)
 LH1400
 LH1400                         *CURRENT SURVEY CONTROL
 LH1400  ______________________________________________________________________
 LH1400* NAD 83(2011) POSITION- 40 43 09.00057(N) 099 00 43.74148(W)   ADJUSTED
 LH1400* NAD 83(2011) ELLIP HT-   624.427 (meters)        (06/27/12)   ADJUSTED
 LH1400* NAD 83(2011) EPOCH   -  2010.00
 LH1400* NAVD 88 ORTHO HEIGHT -   648.873 (meters)     2128.84  (feet) ADJUSTED
 LH1400  ______________________________________________________________________
 LH1400  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 LH1400  NAD 83(2011) X  -   -758,386.337 (meters)                     COMP
 LH1400  NAD 83(2011) Y  - -4,781,699.724 (meters)                     COMP
 LH1400  NAD 83(2011) Z  -  4,139,243.477 (meters)                     COMP
 LH1400  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1400  DYNAMIC HEIGHT  -        648.510 (meters)     2127.65  (feet) COMP
 LH1400  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 LH1400
 LH1400  VERT ORDER      -  FIRST     CLASS II
 LH1400
 LH1400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1400  Standards:
 LH1400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1400  -------------------------------------------------------------------
 LH1400  NETWORK    0.54   1.27           0.26   0.16   0.65     -0.01815607
 LH1400  -------------------------------------------------------------------
 LH1400  Click here for local accuracies and other accuracy information.
 LH1400
 LH1400.This mark is at Kearney Municipal Airport (EAR)
 LH1400
 LH1400.The horizontal coordinates were established by GPS observations
 LH1400.and adjusted by the National Geodetic Survey in June 2012.
 LH1400
 LH1400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1400.been affixed to the stable North American tectonic plate. See 
 LH1400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1400
 LH1400.The horizontal coordinates are valid at the epoch date displayed above
 LH1400.which is a decimal equivalence of Year/Month/Day.
 LH1400
 LH1400.The orthometric height was determined by differential leveling and
 LH1400.adjusted by the NATIONAL GEODETIC SURVEY
 LH1400.in May 1993.
 LH1400
 LH1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1400.GEOID18 height accuracy estimate available here.
 LH1400
 LH1400.Click photographs - Photos may exist for this station.
 LH1400
 LH1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1400
 LH1400.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1400
 LH1400.The ellipsoidal height was determined by GPS observations
 LH1400.and is referenced to NAD 83.
 LH1400
 LH1400.The dynamic height is computed by dividing the NAVD 88
 LH1400.geopotential number by the normal gravity value computed on the
 LH1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1400.degrees latitude (g = 980.6199 gals.).
 LH1400
 LH1400.The modeled gravity was interpolated from observed gravity values.
 LH1400
 LH1400. The following values were computed from the NAD 83(2011) position.
 LH1400
 LH1400;                    North         East     Units Scale Factor Converg.
 LH1400;SPC NE       -    98,829.401   583,442.168   MT  0.99975210   +0 39 16.7
 LH1400;SPC NE       -   324,242.79  1,914,176.51   sFT  0.99975210   +0 39 16.7
 LH1400;UTM  14      - 4,507,582.748   498,973.807   MT  0.99960001   -0 00 28.5
 LH1400
 LH1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1400!SPC NE       -   0.99990206  x   0.99975210  =   0.99965418
 LH1400!UTM  14      -   0.99990206  x   0.99960001  =   0.99950211
 LH1400
 LH1400:                Primary Azimuth Mark                     Grid Az
 LH1400:SPC NE       -  KEARNEY MUNICIPAL APT BCN                353 56 14.3
 LH1400:UTM  14      -  KEARNEY MUNICIPAL APT BCN                354 35 59.5
 LH1400
 LH1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9897307582(NAD 83)
 LH1400
 LH1400|---------------------------------------------------------------------|
 LH1400| PID    Reference Object                     Distance      Geod. Az  |
 LH1400|                                                           dddmmss.s |
 LH1400| LH1402 KEARNEY CBL 430                     429.989 METERS 0072425.5 |
 LH1400| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 2.3 KM 2385207.1 |
 LH1400| LH1407 KEARNEY MUNICIPAL APT BCN           APPROX. 0.9 KM 3543531.0 |
 LH1400|---------------------------------------------------------------------|
 LH1400
 LH1400                          SUPERSEDED SURVEY CONTROL
 LH1400
 LH1400  NAD 83(2007)-  40 43 09.00050(N)    099 00 43.74214(W) AD(2002.00) 0
 LH1400  ELLIP H (02/10/07)  624.451  (m)                       GP(2002.00)    
 LH1400  ELLIP H (12/13/01)  624.435  (m)                       GP(       ) 4 1
 LH1400  NAD 83(1995)-  40 43 09.00028(N)    099 00 43.74161(W) AD(       ) 3
 LH1400  ELLIP H (09/18/97)  624.483  (m)                       GP(       ) 4 1
 LH1400  NAD 83(1995)-  40 43 09.00571(N)    099 00 43.74245(W) AD(       ) 3
 LH1400  NAD 83(1986)-  40 43 09.00739(N)    099 00 43.74793(W) AD(       ) 3
 LH1400  NAVD 88 (09/18/97)  648.9    (m)  UNKNOWN  model used  GPS OBS        
 LH1400  NGVD 29 (02/14/92)  648.610  (m)         2127.98   (f) ADJUSTED    1 2
 LH1400  NGVD 29             648.62   (m)         2128.0    (f) LEVELING    3  
 LH1400
 LH1400.Superseded values are not recommended for survey control.
 LH1400
 LH1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1400.See file dsdata.pdf to determine how the superseded data were derived.
 LH1400
 LH1400_MARKER: DQ = CALIBRATION BASE LINE DISK
 LH1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1400_MARK LOGO: NGS
 LH1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1400+STABILITY: SURFACE MOTION
 LH1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1400+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1997
 LH1400
 LH1400  HISTORY     - Date     Condition        Report By
 LH1400  HISTORY     - 1985     MONUMENTED       NGS
 LH1400  HISTORY     - 19860516 GOOD             NGS
 LH1400  HISTORY     - 19911008 GOOD             NGS
 LH1400  HISTORY     - 19970724 GOOD             NGS
 LH1400  HISTORY     - 20100407 GOOD             JEOCON
 LH1400
 LH1400                          STATION DESCRIPTION
 LH1400
 LH1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1400'THE BASE LINE IS LOCATED ON THE EAST SIDE OF KEARNEY ALONG THE EASTERN
 LH1400'EDGE OF THE LARGE APRON AND MAIN TAXI WAY OF THE KEARNEY AIRPORT.
 LH1400'
 LH1400'TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 30
 LH1400'AND AIRPORT ROAD ON THE EAST SIDE OF KEARNEY, GO NORTH ON AIRPORT ROAD
 LH1400'FOR 1.05 K (0.65 MI) TO A SIDE ROAD RIGHT TO GATE 10.  TURN RIGHT AND
 LH1400'GO EAST FOR 0.08 K (0.05 MI) TO GATE 10.  PASS THROUGH GATE AND
 LH1400'CONTINUE EAST ACROSS APRONS FOR 0.24 K (0.15 MI) TO THE 0 METER POINT
 LH1400'ON THE LEFT NEAR THE JUNCTION OF THE LARGE APRON AND THE SOUTHEAST
 LH1400'TAXI WAY.
 LH1400'
 LH1400'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 LH1400'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS
 LH1400'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0
 LH1400'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO THE
 LH1400'EASTERN EDGE OF THE LARGE CONCRETE APRON AND TAXI WAY ON THE WEST SIDE
 LH1400'OF THE AIRPORT.
 LH1400'
 LH1400'THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP
 LH1400'OF A ROUND CONCRETE MONUEMENT 25 CM (10 IN) IN DIAMETER FLUSH WITH THE
 LH1400'GROUND LOCATED 8.47 M (27.8 FT) NNW FROM TAXI WAY LIGHT 66 S, 5.79 M
 LH1400'(19.0 FT) EAST FROM EDGE OF APRON, 5.54 M (18.2 FT) SE FROM TAXI WAY
 LH1400'LIGHT 64 S, AND 3.28 M (10.8 FT) NE FROM TAXI WAY LIGHT 65 S.
 LH1400'
 LH1400'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE
 LH1400'TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE.  THE
 LH1400'MARKS ARE NOT STAMPED AT THIS TIME AND ALL ARE MARKED BY A RED DIAMOND
 LH1400'PAINTED ON THE CONCRETE APRON ADJACENT TO THE METER POINTS.
 LH1400'
 LH1400'BASE LINE PROPERTY OWNERSHIP IS THE KEARNEY AIRPORT, KEARNEY, NE
 LH1400'68847.
 LH1400'
 LH1400'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KEARNEY STATE
 LH1400'COLLEGE AND THE PROFESSIONAL SURVEYORS ASSOCIATION OF NEBRASKA.  FOR
 LH1400'FURTHER INFORMATION CONTACT BUFFALO COUNTY SURVEYOR, COURT HOUSE,
 LH1400'KEARNEY, NE  68847.  TELEPHONE (308) 237-3785.
 LH1400
 LH1400                          STATION RECOVERY (1986)
 LH1400
 LH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1400'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-NORTHEAST OF
 LH1400'KEARNEY AND AT THE KEARNEY MUNICIPAL AIRPORT, OWNED BY THE CITY OF
 LH1400'KEARNEY, KEARNEY MUNICIPAL AIRPORT, RODNEY A. JOHNSON, AIRPORT
 LH1400'MANAGER, P.O. BOX 484 KEARNEY, NEBRASKA 68847.  TELEPHONE
 LH1400'308-234-2318.
 LH1400'TO REACH THE STATION FROM GATE 10 AT THE AIRPORT, GO EAST ACROSS THE
 LH1400'AIRCRAFT PARKING AREA FOR 0.08 KM (0.05 MI) TO WHERE A TAXIWAY HEADS
 LH1400'SOUTHEAST, AND THE STATION AT THE SOUTHEAST CORNER OF THE AIRCRAFT
 LH1400'PARKING AREA.
 LH1400'THE STATION, AN UNSTAMPED EDMI CALIBRATION BASELINE DISK, IS SET INTO
 LH1400'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LH1400'IT IS 6.10 M (20.0 FT) EAST FROM THE EAST EDGE OF THE AIRCRAFT PARKING
 LH1400'AREA/TAXIWAY, 5.61 M (18.4 FT) SOUTHEAST FROM TAXIWAY LIGHT NUMBERED
 LH1400'64S AND 3.29 M (10.8 FT) NORTHEAST FROM TAXIWAY LIGHT NUMBERED 65S.
 LH1400'DESCRIBED BY J.A. ODUM.
 LH1400
 LH1400                          STATION RECOVERY (1991)
 LH1400
 LH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1400'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1400'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 LH1400'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH1400'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY
 LH1400'ALONG THE SOUTH EDGE OF AN APRON, THENCE 0.1 KM (0.05 MI) NORTHERLY
 LH1400'ALONG THE EAST EDGE OF A TAXIWAY, 8.7 M (28.5 FT) NORTH-NORTHEAST OF
 LH1400'THE NORTHEAST EDGE OF A TAXIWAY, 5.8 M (19.0 FT) EAST OF AND LEVEL
 LH1400'WITH THE EAST EDGE OF THE TAXIWAY, 5.4 M (17.7 FT) SOUTHEAST OF
 LH1400'TAXIWAY LIGHT 64S, 3.4 M (11.2 FT) NORTHEAST OF TAXIWAY LIGHT NUMBER
 LH1400'65S, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH1400'DISK IS UNSTAMPED.
 LH1400
 LH1400                          STATION RECOVERY (1997)
 LH1400
 LH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1400'THE STATION IS LOCATED 12.9 KM (8.00 MI) WEST SOUTHWEST OF GIBBON, 6.4
 LH1400'KM (3.95 MI) EAST NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1400'AIRPORT NEAR THE SOUTHEAST CORNER OF THE APRON.  OWNERSHIP--CITY OF
 LH1400'KEARNEY, PO BOX 1180, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY
 LH1400'JOHNSON, PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION
 LH1400'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1400'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 3.46 KM (2.15 MI) TO
 LH1400'A INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 5.87 KM
 LH1400'(3.65 MI) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1400'ROAD FOR 1.05 KM (0.65 MI) TO A INTERSECTION, TURN RIGHT AND GO EAST
 LH1400'ON A GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A GATE, PASS THROUGH GATE,
 LH1400'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.24 KM (0.15 MI) TO THE
 LH1400'EAST EDGE OF THE APRON AND THE STATION IN THE ANGLE FORMED BY THE
 LH1400'APRON AND A TAXIWAY LEADING TO RUNWAY 36.  THE STATION IS 22.4 M (73.5
 LH1400'FT) N OF THE EXTENDED CENTERLINE OF THE EAST WEST TAXIWAY, 23.9 M
 LH1400'(78.4 FT) NE OF THE CENTERLINE OF A TAXIWAY LEADING TO RUNWAY END 36,
 LH1400'20.1 M (65.9 FT) SOUTHEAST OF TAXIWAY LIGHT (65) , 13.5 M (44.3 FT)
 LH1400'EAST-NORTHEAST OF TAXIWAY LIGHT (67) , AND 5.8 M (19.0 FT) EAST OF THE
 LH1400'CONCRETE APRON EDGE.
 LH1400
 LH1400                          STATION RECOVERY (2010)
 LH1400
 LH1400'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1401 ***********************************************************************
 LH1401  SACS        -  This is a Secondary Airport Control Station.
 LH1401  DESIGNATION -  KEARNEY CBL 1400
 LH1401  PID         -  LH1401
 LH1401  STATE/COUNTY-  NE/BUFFALO
 LH1401  COUNTRY     -  US
 LH1401  USGS QUAD   -  KEARNEY (2017)
 LH1401
 LH1401                         *CURRENT SURVEY CONTROL
 LH1401  ______________________________________________________________________
 LH1401* NAD 83(2011) POSITION- 40 43 54.00427(N) 099 00 36.05097(W)   ADJUSTED
 LH1401* NAD 83(2011) ELLIP HT-   623.809 (meters)        (06/27/12)   ADJUSTED
 LH1401* NAD 83(2011) EPOCH   -  2010.00
 LH1401* NAVD 88 ORTHO HEIGHT -   648.235 (meters)     2126.75  (feet) ADJUSTED
 LH1401  ______________________________________________________________________
 LH1401  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 LH1401  NAD 83(2011) X  -   -758,066.122 (meters)                     COMP
 LH1401  NAD 83(2011) Y  - -4,780,832.899 (meters)                     COMP
 LH1401  NAD 83(2011) Z  -  4,140,295.234 (meters)                     COMP
 LH1401  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LH1401  DYNAMIC HEIGHT  -        647.873 (meters)     2125.56  (feet) COMP
 LH1401  MODELED GRAVITY -    980,045.0   (mgal)                       NAVD 88
 LH1401
 LH1401  VERT ORDER      -  FIRST     CLASS II
 LH1401
 LH1401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1401  Standards:
 LH1401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1401  -------------------------------------------------------------------
 LH1401  NETWORK    0.42   1.12           0.20   0.13   0.57     -0.04541211
 LH1401  -------------------------------------------------------------------
 LH1401  Click here for local accuracies and other accuracy information.
 LH1401
 LH1401.This mark is at Kearney Municipal Airport (EAR)
 LH1401
 LH1401.The horizontal coordinates were established by GPS observations
 LH1401.and adjusted by the National Geodetic Survey in June 2012.
 LH1401
 LH1401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1401.been affixed to the stable North American tectonic plate. See 
 LH1401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1401
 LH1401.The horizontal coordinates are valid at the epoch date displayed above
 LH1401.which is a decimal equivalence of Year/Month/Day.
 LH1401
 LH1401.The orthometric height was determined by differential leveling and
 LH1401.adjusted by the NATIONAL GEODETIC SURVEY
 LH1401.in May 1993.
 LH1401
 LH1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1401.GEOID18 height accuracy estimate available here.
 LH1401
 LH1401.Click photographs - Photos may exist for this station.
 LH1401
 LH1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1401
 LH1401.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1401
 LH1401.The ellipsoidal height was determined by GPS observations
 LH1401.and is referenced to NAD 83.
 LH1401
 LH1401.The dynamic height is computed by dividing the NAVD 88
 LH1401.geopotential number by the normal gravity value computed on the
 LH1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1401.degrees latitude (g = 980.6199 gals.).
 LH1401
 LH1401.The modeled gravity was interpolated from observed gravity values.
 LH1401
 LH1401. The following values were computed from the NAD 83(2011) position.
 LH1401
 LH1401;                    North         East     Units Scale Factor Converg.
 LH1401;SPC NE       -   100,219.250   583,606.715   MT  0.99974916   +0 39 21.8
 LH1401;SPC NE       -   328,802.66  1,914,716.36   sFT  0.99974916   +0 39 21.8
 LH1401;UTM  14      - 4,508,970.391   499,154.388   MT  0.99960001   -0 00 23.5
 LH1401
 LH1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1401!SPC NE       -   0.99990216  x   0.99974916  =   0.99965134
 LH1401!UTM  14      -   0.99990216  x   0.99960001  =   0.99950220
 LH1401
 LH1401:                Primary Azimuth Mark                     Grid Az
 LH1401:SPC NE       -  KEARNEY MUNICIPAL APT BCN                205 05 13.6
 LH1401:UTM  14      -  KEARNEY MUNICIPAL APT BCN                205 44 58.9
 LH1401
 LH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9915408970(NAD 83)
 LH1401
 LH1401|---------------------------------------------------------------------|
 LH1401| PID    Reference Object                     Distance      Geod. Az  |
 LH1401|                                                           dddmmss.s |
 LH1401| LH1402 KEARNEY CBL 430                     APPROX. 1.0 KM 1872427.9 |
 LH1401| LH1407 KEARNEY MUNICIPAL APT BCN           APPROX. 0.6 KM 2054435.4 |
 LH1401|---------------------------------------------------------------------|
 LH1401
 LH1401                          SUPERSEDED SURVEY CONTROL
 LH1401
 LH1401  NAD 83(2007)-  40 43 54.00420(N)    099 00 36.05163(W) AD(2002.00) 0
 LH1401  ELLIP H (02/10/07)  623.833  (m)                       GP(2002.00)    
 LH1401  ELLIP H (12/13/01)  623.817  (m)                       GP(       ) 4 1
 LH1401  NAD 83(1995)-  40 43 54.00398(N)    099 00 36.05111(W) AD(       ) 1
 LH1401  ELLIP H (09/18/97)  623.865  (m)                       GP(       ) 4 1
 LH1401  NAD 83(1995)-  40 43 54.00380(N)    099 00 36.05072(W) AD(       ) 1
 LH1401  ELLIP H (08/18/97)  623.865  (m)                       GP(       ) 4 1
 LH1401  NAD 83(1986)-  40 43 54.01087(N)    099 00 36.05412(W) AD(       ) 1
 LH1401  NAVD 88 (09/18/97)  648.26   (m)  UNKNOWN  model used  GPS OBS        
 LH1401  NGVD 29 (02/14/92)  647.970  (m)         2125.88   (f) ADJUSTED    1 2
 LH1401  NGVD 29 (02/23/90)  647.99   (m)  RAPSU86  model used  GPS OBS        
 LH1401
 LH1401.Superseded values are not recommended for survey control.
 LH1401
 LH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1401.See file dsdata.pdf to determine how the superseded data were derived.
 LH1401
 LH1401_MARKER: DQ = CALIBRATION BASE LINE DISK
 LH1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1401_MARK LOGO: NGS
 LH1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1401+STABILITY: SURFACE MOTION
 LH1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1401+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1401
 LH1401  HISTORY     - Date     Condition        Report By
 LH1401  HISTORY     - 1985     MONUMENTED       NGS
 LH1401  HISTORY     - 19890413 GOOD             NGS
 LH1401  HISTORY     - 19911008 GOOD             NGS
 LH1401  HISTORY     - 19950726 GOOD             NGS
 LH1401  HISTORY     - 19970724 GOOD             NGS
 LH1401  HISTORY     - 20050308 GOOD             NEDR
 LH1401  HISTORY     - 20100407 GOOD             JEOCON
 LH1401
 LH1401                          STATION DESCRIPTION
 LH1401
 LH1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1401'THE BASE LINE IS LOCATED ON THE EAST SIDE OF KEARNEY ALONG THE EASTERN
 LH1401'EDGE OF THE LARGE APRON AND MAIN TAXI WAY OF THE KEARNEY AIRPORT.
 LH1401'
 LH1401'TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 30
 LH1401'AND AIRPORT ROAD ON THE EAST SIDE OF KEARNEY, GO NORTH ON AIRPORT ROAD
 LH1401'FOR 1.05 K (0.65 MI) TO A SIDE ROAD RIGHT TO GATE 10.  TURN RIGHT AND
 LH1401'GO EAST FOR 0.08 K (0.05 MI) TO GATE 10.  PASS THROUGH GATE AND
 LH1401'CONTINUE EAST ACROSS APRONS FOR 0.24 K (0.15 MI) TO THE 0 METER POINT
 LH1401'ON THE LEFT NEAR THE JUNCTION OF THE LARGE APRON AND THE SOUTHEAST
 LH1401'TAXI WAY.
 LH1401'
 LH1401'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 LH1401'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS
 LH1401'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0
 LH1401'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO THE
 LH1401'EASTERN EDGE OF THE LARGE CONCRETE APRON AND TAXI WAY ON THE WEST SIDE
 LH1401'OF THE AIRPORT.
 LH1401'
 LH1401'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE
 LH1401'TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE.  THE
 LH1401'MARKS ARE NOT STAMPED AT THIS TIME AND ALL ARE MARKED BY A RED DIAMOND
 LH1401'PAINTED ON THE CONCRETE APRON ADJACENT TO THE METER POINTS.
 LH1401'
 LH1401'BASE LINE PROPERTY OWNERSHIP IS THE KEARNEY AIRPORT, KEARNEY, NE
 LH1401'68847.
 LH1401'
 LH1401'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KEARNEY STATE
 LH1401'COLLEGE AND THE PROFESSIONAL SURVEYORS ASSOCIATION OF NEBRASKA.  FOR
 LH1401'FURTHER INFORMATION CONTACT BUFFALO COUNTY SURVEYOR, COURT HOUSE,
 LH1401'KEARNEY, NE  68847.  TELEPHONE (308) 237-3785.
 LH1401
 LH1401                          STATION RECOVERY (1989)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1401'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-NORTHEAST OF
 LH1401'KEARNEY, 1.6 KM (1.00 MI) NORTH U.S. HIGHWAY 30, AT THE KEARNEY
 LH1401'MUNICIPAL AIRPORT, AT THE TAXIWAY APPROACH TO RUNWAY END 13, ON
 LH1401'PROPERTY OF THE CITY OF KEARNEY, KEARNEY MUNICIPAL AIRPORT, RODNEY A.
 LH1401'JOHNSON, AIRPORT MANAGER, P.O. BOX 484, KEARNEY, NE 68847.  TELEPHONE
 LH1401'IS 308-234-2318.
 LH1401'TO REACH THE STATION FROM THE BUFFALO AIR SERVICE GATE 3, AT THE
 LH1401'AIRPORT, GO EAST ON A DRIVE FOR 0.08 KM (0.05 MI) TO A CONCRETE APRON.
 LH1401'BEAR LEFT AND GO NORTHEAST ACROSS THE APRON THEN TAXIWAY FOR 0.16 KM
 LH1401'(0.10 MI) TO THE JUNCTION WITH THE TAXIWAY APPROACH TO RUNWAY END 13
 LH1401'AND THE STATION.
 LH1401'THE STATION MARK IS AN UNSTAMPED CALIBRATION BASELINE DISK SET 46.94 M
 LH1401'(154.0 FT) SOUTH FROM THE CENTERLINE OF THE TAXIWAY APPROACH TO RUNWAY
 LH1401'END 13, 25.63 M (84.1 FT) NORTHEAST FROM A TAXIWAY LIGHT NUMBERED 25N,
 LH1401'11.49 M (37.7 FT) SOUTHEAST FROM A TAXIWAY LIGHT NUMBERED 26N, 6.10 M
 LH1401'(20.0 FT) EAST FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY AND FLUSH
 LH1401'WITH THE SURFACE.
 LH1401'DESCRIBED BY J.A.ODUM.
 LH1401
 LH1401                          STATION RECOVERY (1991)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1401'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1401'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 LH1401'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH1401'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY
 LH1401'ALONG THE SOUTH EDGE OF AN APRON, THENCE 0.1 KM (0.05 MI) NORTHERLY
 LH1401'ALONG THE EAST EDGE OF A TAXIWAY, THENCE 1.4 KM (0.85 MI) NORTHERLY
 LH1401'ALONG THE EAST EDGE OF A TAXIWAY, 47.1 M (154.5 FT) SOUTH OF THE
 LH1401'CENTERLINE OF A TAXIWAY, 25.6 M (84.0 FT) NORTH-NORTHEAST OF TAXIWAY
 LH1401'LIGHT NUMBER 25N, 11.6 M (38.1 FT) SOUTH-SOUTHEAST OF TAXIWAY LIGHT
 LH1401'NUMBER 26N, 6.2 M (20.3 FT) EAST OF AND LEVEL WITH THE EAST EDGE OF
 LH1401'THE TAXIWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH1401'NOTE--THE DISK IS UNSTAMPED.
 LH1401
 LH1401                          STATION RECOVERY (1995)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1401'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST-SOUTHWEST OF GIBBON, 4.0
 LH1401'MI (6.4 KM) EAST-NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1401'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1401'PO BOX 1180, KEARNEY NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1401'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1401'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1401'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO
 LH1401'AN INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 3.65 MI
 LH1401'(5.87 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1401'ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST
 LH1401'ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 LH1401'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.15 MI (0.24 KM) TO THE
 LH1401'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1401'FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 LH1401'154.5 FT (47.1 M) SOUTH OF A CONNECTOR TAXIWAY CENTER (LEADING TO
 LH1401'RUNWAY 13), 84.0 FT (25.6 M) NORTH-NORTHEAST OF A TAXIWAY LIGHT (25N),
 LH1401'37.5 FT (11.4 M) SOUTH-SOUTHEAST OF A TAXIWAY (26N) AND 20.3 FT (6.2
 LH1401'M) EAST OF THE EAST EDGE OF THE APRON.  THIS STATION TO BE USED AS
 LH1401'SACS.
 LH1401
 LH1401                          STATION RECOVERY (1997)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1401'THE STATION IS LOCATED 12.9 KM (8.00 MI) WEST SOUTHWEST OF GIBBON, 6.4
 LH1401'KM (3.95 MI) EAST NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1401'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1401'PO BOX 1180, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1401'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1401'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1401'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 3.46 KM (2.15 MI) TO
 LH1401'A INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 5.87 KM
 LH1401'(3.65 MI) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1401'ROAD FOR 1.05 KM (0.65 MI) TO A INTERSECTION, TURN RIGHT AND GO EAST
 LH1401'ON A GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A GATE, PASS THROUGH GATE,
 LH1401'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.24 KM (0.15 MI) TO THE
 LH1401'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1401'FOR 1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 LH1401'47.0 M (154.2 FT) SOUTH OF A CONNECTOR TAXIWAY CENTERLINE (LEADING TO
 LH1401'RUNWAY 13) , 18.7 M (61.4 FT) NORTHEAST OF A TAXIWAY LIGHT (37) , 15.7
 LH1401'M (51.5 FT) SOUTHEAST OF A TAXIWAY LIGHT (38) AND 6.1 M (20.0 FT) EAST
 LH1401'OF THE CONCRETE APRON EDGE.
 LH1401
 LH1401                          STATION RECOVERY (2005)
 LH1401
 LH1401'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1401'RECOVERED IN GOOD CONDITION.
 LH1401
 LH1401                          STATION RECOVERY (2010)
 LH1401
 LH1401'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1402 ***********************************************************************
 LH1402  CBN         -  This is a Cooperative Base Network Control Station.
 LH1402  PACS        -  This is a Primary Airport Control Station.
 LH1402  DESIGNATION -  KEARNEY CBL 430
 LH1402  PID         -  LH1402
 LH1402  STATE/COUNTY-  NE/BUFFALO
 LH1402  COUNTRY     -  US
 LH1402  USGS QUAD   -  KEARNEY (2017)
 LH1402
 LH1402                         *CURRENT SURVEY CONTROL
 LH1402  ______________________________________________________________________
 LH1402* NAD 83(2011) POSITION- 40 43 22.82374(N) 099 00 41.37944(W)   ADJUSTED
 LH1402* NAD 83(2011) ELLIP HT-   624.217 (meters)        (06/27/12)   ADJUSTED
 LH1402* NAD 83(2011) EPOCH   -  2010.00
 LH1402* NAVD 88 ORTHO HEIGHT -   648.69  (meters)     2128.2   (feet) GPS OBS
 LH1402  ______________________________________________________________________
 LH1402  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1402  GEOID HEIGHT    -        -24.364 (meters)                     GEOID93
 LH1402  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 LH1402  NAD 83(2011) X  -   -758,287.979 (meters)                     COMP
 LH1402  NAD 83(2011) Y  - -4,781,433.484 (meters)                     COMP
 LH1402  NAD 83(2011) Z  -  4,139,566.538 (meters)                     COMP
 LH1402  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LH1402
 LH1402  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1402  Standards:
 LH1402         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1402            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1402  -------------------------------------------------------------------
 LH1402  NETWORK    0.42   1.10           0.20   0.13   0.56     -0.03899291
 LH1402  -------------------------------------------------------------------
 LH1402  Click here for local accuracies and other accuracy information.
 LH1402
 LH1402.This mark is at Kearney Municipal Airport (EAR)
 LH1402
 LH1402.The horizontal coordinates were established by GPS observations
 LH1402.and adjusted by the National Geodetic Survey in June 2012.
 LH1402
 LH1402.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1402.been affixed to the stable North American tectonic plate. See 
 LH1402.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1402
 LH1402.The horizontal coordinates are valid at the epoch date displayed above
 LH1402.which is a decimal equivalence of Year/Month/Day.
 LH1402
 LH1402.The orthometric height was determined by GPS observations and a
 LH1402.high-resolution geoid model.
 LH1402
 LH1402.GPS derived orthometric heights for airport stations designated as
 LH1402.PACS or SACS are published to 2 decimal places.  This maintains
 LH1402.centimeter relative accuracy between the PACS and SACS.  It does
 LH1402.not indicate centimeter accuracy relative to other marks which are
 LH1402.part of the published vertical control network.
 LH1402
 LH1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1402.GEOID18 height accuracy estimate available here.
 LH1402
 LH1402.Click photographs - Photos may exist for this station.
 LH1402
 LH1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1402
 LH1402.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1402
 LH1402.The ellipsoidal height was determined by GPS observations
 LH1402.and is referenced to NAD 83.
 LH1402
 LH1402. The following values were computed from the NAD 83(2011) position.
 LH1402
 LH1402;                    North         East     Units Scale Factor Converg.
 LH1402;SPC NE       -    99,256.302   583,492.714   MT  0.99975119   +0 39 18.3
 LH1402;SPC NE       -   325,643.38  1,914,342.35   sFT  0.99975119   +0 39 18.3
 LH1402;UTM  14      - 4,508,008.971   499,029.277   MT  0.99960001   -0 00 27.0
 LH1402
 LH1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1402!SPC NE       -   0.99990209  x   0.99975119  =   0.99965331
 LH1402!UTM  14      -   0.99990209  x   0.99960001  =   0.99950214
 LH1402
 LH1402:                Primary Azimuth Mark                     Grid Az
 LH1402:SPC NE       -  KEARNEY CBL 1400                         006 45 06.1
 LH1402:UTM  14      -  KEARNEY CBL 1400                         007 24 51.4
 LH1402
 LH1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9902908008(NAD 83)
 LH1402
 LH1402|---------------------------------------------------------------------|
 LH1402| PID    Reference Object                     Distance      Geod. Az  |
 LH1402|                                                           dddmmss.s |
 LH1402| LH1401 KEARNEY CBL 1400                    APPROX. 1.0 KM 0072424.4 |
 LH1402| LH1400 KEARNEY CBL 0                       429.989 METERS 1872427.0 |
 LH1402|---------------------------------------------------------------------|
 LH1402
 LH1402                          SUPERSEDED SURVEY CONTROL
 LH1402
 LH1402  NAD 83(2007)-  40 43 22.82367(N)    099 00 41.38009(W) AD(2002.00) 0
 LH1402  ELLIP H (02/10/07)  624.241  (m)                       GP(2002.00)    
 LH1402  ELLIP H (07/10/01)  624.225  (m)                       GP(       ) 4 1
 LH1402  NAD 83(1995)-  40 43 22.82345(N)    099 00 41.37957(W) AD(       ) B
 LH1402  ELLIP H (06/25/96)  624.273  (m)                       GP(       ) 1 1
 LH1402  NAD 83(1986)-  40 43 22.83049(N)    099 00 41.38378(W) AD(       ) 1
 LH1402  NGVD 29 (02/23/90)  648.41   (m)  RAPSU86  model used  GPS OBS        
 LH1402
 LH1402.Superseded values are not recommended for survey control.
 LH1402
 LH1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1402.See file dsdata.pdf to determine how the superseded data were derived.
 LH1402
 LH1402_MARKER: DQ = CALIBRATION BASE LINE DISK
 LH1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1402_MARK LOGO: NGS
 LH1402_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1402+STABILITY: SURFACE MOTION
 LH1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1402+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 LH1402
 LH1402  HISTORY     - Date     Condition        Report By
 LH1402  HISTORY     - 1985     MONUMENTED       NGS
 LH1402  HISTORY     - 19890515 GOOD             NGS
 LH1402  HISTORY     - 19950726 GOOD             NGS
 LH1402  HISTORY     - 19970724 GOOD             NGS
 LH1402  HISTORY     - 20000605 GOOD             NEDR
 LH1402  HISTORY     - 20050308 GOOD             NEDR
 LH1402  HISTORY     - 20100628 GOOD             JEOCON
 LH1402
 LH1402                          STATION DESCRIPTION
 LH1402
 LH1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1402'THE BASE LINE IS LOCATED ON THE EAST SIDE OF KEARNEY ALONG THE EASTERN
 LH1402'EDGE OF THE LARGE APRON AND MAIN TAXI WAY OF THE KEARNEY AIRPORT.
 LH1402'
 LH1402'TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 30
 LH1402'AND AIRPORT ROAD ON THE EAST SIDE OF KEARNEY, GO NORTH ON AIRPORT ROAD
 LH1402'FOR 1.05 K (0.65 MI) TO A SIDE ROAD RIGHT TO GATE 10.  TURN RIGHT AND
 LH1402'GO EAST FOR 0.08 K (0.05 MI) TO GATE 10.  PASS THROUGH GATE AND
 LH1402'CONTINUE EAST ACROSS APRONS FOR 0.24 K (0.15 MI) TO THE 0 METER POINT
 LH1402'ON THE LEFT NEAR THE JUNCTION OF THE LARGE APRON AND THE SOUTHEAST
 LH1402'TAXI WAY.
 LH1402'
 LH1402'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 LH1402'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS
 LH1402'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0
 LH1402'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO THE
 LH1402'EASTERN EDGE OF THE LARGE CONCRETE APRON AND TAXI WAY ON THE WEST SIDE
 LH1402'OF THE AIRPORT.
 LH1402'
 LH1402'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE
 LH1402'TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE.  THE
 LH1402'MARKS ARE NOT STAMPED AT THIS TIME AND ALL ARE MARKED BY A RED DIAMOND
 LH1402'PAINTED ON THE CONCRETE APRON ADJACENT TO THE METER POINTS.
 LH1402'
 LH1402'BASE LINE PROPERTY OWNERSHIP IS THE KEARNEY AIRPORT, KEARNEY, NE
 LH1402'68847.
 LH1402'
 LH1402'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KEARNEY STATE
 LH1402'COLLEGE AND THE PROFESSIONAL SURVEYORS ASSOCIATION OF NEBRASKA.  FOR
 LH1402'FURTHER INFORMATION CONTACT BUFFALO COUNTY SURVEYOR, COURT HOUSE,
 LH1402'KEARNEY, NE  68847.  TELEPHONE (308) 237-3785.
 LH1402
 LH1402                          STATION RECOVERY (1989)
 LH1402
 LH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1402'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) EAST-NORTHEAST OF
 LH1402'KEARNEY, AT THE KEARNEY MUNICIPAL AIRPORT, ALONG THE EAST EDGE OF THE
 LH1402'APRON, JUST NORTH OF A RAMP CONNECTING THE APRON AND RUNWAY 18-36, IN
 LH1402'EAST CENTRAL SECTION 28, T 9 N, R 15 W.  OWNERSHIP--CITY OF KEARNEY,
 LH1402'KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON, PHONE
 LH1402'308-237-5133.
 LH1402'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 LH1402'44 (EXIT 272) ON THE SOUTH SIDE OF KEARNEY, GO NOTH ON HIGHWAY 44 FOR
 LH1402'3.45 KM (2.15 MI) TO A CROSS STREET.  TURN RIGHT, EAST, ON US HIGHWAY
 LH1402'30 FOR 5.85 KM (3.65 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, FOR
 LH1402'1.03 KM (0.65 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT, EAST, FOR 0.08
 LH1402'KM (0.05 MI) TO GATE 10 (LOCKED AFTER HOURS).  PASS THROUGH GATE,
 LH1402'EAST, ON APRON FOR 0.21 KM (0.15 MI) TO A TAXI ON THE RIGHT.  TURN
 LH1402'LEFT, NORTH, ALONG APRON EDGE AND TAXI FOR 0.45 KM (0.30 MI) TO THE
 LH1402'MARK ON THE RIGHT.
 LH1402'THE STATION MARK IS SET 51.1 M (167.7 FT) NORTH OF THE RAMP CENTER,
 LH1402'6.0 M (19.7 FT) EAST OF THE APRON EDGE, 14.9 M (48.9 FT)
 LH1402'NORTH-NORTHEAST OF TAXI LIGHT 34S, AND 31.5 M (103.3 FT)
 LH1402'SOUTH-SOUTHEAST OF TAXI LIGHT 33S.
 LH1402'DESCRIBED BY G. R. HEID.
 LH1402
 LH1402                          STATION RECOVERY (1995)
 LH1402
 LH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1402'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST-SOUTHWEST OF GIBBON, 4.0
 LH1402'MI (6.4 KM) EAST-NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1402'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1402'PO BOX 1180, KEARNEY NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1402'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1402'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1402'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO
 LH1402'AN INTERSECTION, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 30 FOR 3.65 MI
 LH1402'(5.87 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1402'ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST
 LH1402'ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 LH1402'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.15 MI (0.24 KM) TO THE
 LH1402'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1402'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 103.3
 LH1402'FT (31.5 M) SOUTH-SOUTHEAST OF A TAXIWAY LIGHT (33S), 48.9 FT (14.9 M)
 LH1402'NORTH-NORTHEAST OF A TAXIWAY LIGHT (34S) AND 19.7 FT (6.0 M) EAST OF
 LH1402'THE APRON EDGE AND FLUSH WITH THE GROUND.  NOTE--THIS STATION WAS USED
 LH1402'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LH1402
 LH1402                          STATION RECOVERY (1997)
 LH1402
 LH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1402'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST SOUTHWEST OF GIBBON, 4.0
 LH1402'MI (6.4 KM) EAST NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1402'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1402'PO BOX 1180, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1402'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1402'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1402'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO
 LH1402'A INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 3.65 MI
 LH1402'(5.87 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1402'ROAD FOR 0.65 MI (1.05 KM) TO A INTERSECTION, TURN RIGHT AND GO EAST
 LH1402'ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 LH1402'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.15 MI (0.24 KM) TO THE
 LH1402'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1402'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 51.1
 LH1402'M (167.7 FT) NORTH OF TAXI CONECTOR B (LEADS TO RWY 18/36) , 18.3 M
 LH1402'(60.0 FT) NORTHEAST OF TAXIWAY LIGHT (32) , 16.5 M (54.1 FT) SOUTHEAST
 LH1402'OF TAXIWAY LIGHT (31) , 5.9 M (19.4 FT) EAST OF THE CONCRETE APRON
 LH1402'EDGE.
 LH1402
 LH1402                          STATION RECOVERY (2000)
 LH1402
 LH1402'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1402'RECOVERED AS DESCRIBED.  NEW PHONE 308-237-2111 OR 308-234-2318
 LH1402
 LH1402                          STATION RECOVERY (2005)
 LH1402
 LH1402'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1402'RECOVERED IN GOOD CONDITION.
 LH1402
 LH1402                          STATION RECOVERY (2010)
 LH1402
 LH1402'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 LH1402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1307 ***********************************************************************
 LH1307  DESIGNATION -  KEARNEY CON PWR ELEC RAD MAST
 LH1307  PID         -  LH1307
 LH1307  STATE/COUNTY-  NE/BUFFALO
 LH1307  COUNTRY     -  US
 LH1307  USGS QUAD   -  KEARNEY (2017)
 LH1307
 LH1307                         *CURRENT SURVEY CONTROL
 LH1307  ______________________________________________________________________
 LH1307* NAD 83(1995) POSITION- 40 42 35.24751(N) 099 05 55.85475(W)   ADJUSTED
 LH1307  ______________________________________________________________________
 LH1307  GEOID HEIGHT    -        -24.411 (meters)                     GEOID18
 LH1307  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 LH1307  HORZ ORDER      -  THIRD
 LH1307
 LH1307.The horizontal coordinates were established by classical geodetic methods
 LH1307.and adjusted by the National Geodetic Survey in August 1997.
 LH1307
 LH1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1307.GEOID18 height accuracy estimate available here.
 LH1307
 LH1307.Click photographs - Photos may exist for this station.
 LH1307
 LH1307.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1307
 LH1307. The following values were computed from the NAD 83(1995) position.
 LH1307
 LH1307;                    North         East     Units Scale Factor Converg.
 LH1307;SPC NE       -    97,708.540   576,130.035   MT  0.99975434   +0 35 49.9
 LH1307;SPC NE       -   320,565.43  1,890,186.62   sFT  0.99975434   +0 35 49.9
 LH1307;UTM  14      - 4,506,546.618   491,650.329   MT  0.99960086   -0 03 52.1
 LH1307
 LH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9165006546(NAD 83)
 LH1307
 LH1307                          SUPERSEDED SURVEY CONTROL
 LH1307
 LH1307  NAD 83(1986)-  40 42 35.25332(N)    099 05 55.85552(W) AD(       ) 3
 LH1307  NAD 27      -  40 42 35.20100(N)    099 05 54.54000(W) AD(       ) 3
 LH1307
 LH1307.Superseded values are not recommended for survey control.
 LH1307
 LH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1307.See file dsdata.pdf to determine how the superseded data were derived.
 LH1307
 LH1307_MARKER: 42 = RADIO/TV MAST
 LH1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1307+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 LH1307
 LH1307  HISTORY     - Date     Condition        Report By
 LH1307  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1307  HISTORY     - 1950     GOOD             CGS
 LH1307  HISTORY     - 1959     GOOD             CGS
 LH1307  HISTORY     - 1967     GOOD             CGS
 LH1307  HISTORY     - 19860516 GOOD             NGS
 LH1307
 LH1307                          STATION DESCRIPTION
 LH1307
 LH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1307'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF KEARNEY.  IT
 LH1307'IS ABOUT 300 FEET HIGH, OF STEEL CONSTRUCTION, PAINTED RED
 LH1307'AND WHITE AND HAS A RED LIGHT ON TOP.
 LH1307'
 LH1307'THE POINT INTERSECTED WAS THE LIGHT FINIAL.
 LH1307'
 LH1307'TO REACH THE STATION FROM THE MONUMENT ON THE MAIN STREET OF
 LH1307'KEARNEY, GO SOUTHWEST FOR 0.85 MILE TO A CROSS-STREET, TURN
 LH1307'RIGHT AND GO NORTH FOR 0.35 MILE TO A T INTERSECTION.  TURN
 LH1307'LEFT AND GO WEST, THEN RIGHT AND GO NORTH FOR 0.45 MILE TO THE
 LH1307'STATION ON THE LEFT.
 LH1307
 LH1307                          STATION RECOVERY (1950)
 LH1307
 LH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1307'RECOVERED IN GOOD CONDITION.
 LH1307
 LH1307                          STATION RECOVERY (1959)
 LH1307
 LH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1307'RECOVERED AS DESCRIBED IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 LH1307
 LH1307                          STATION RECOVERY (1967)
 LH1307
 LH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1307'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1307'CONDITION.
 LH1307'
 LH1307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1307'LOCATED IN THE NORTHWEST SECTION OF KEARNEY.
 LH1307
 LH1307                          STATION RECOVERY (1986)
 LH1307
 LH1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1407 ***********************************************************************
 LH1407  DESIGNATION -  KEARNEY MUNICIPAL APT BCN
 LH1407  PID         -  LH1407
 LH1407  STATE/COUNTY-  NE/BUFFALO
 LH1407  COUNTRY     -  US
 LH1407  USGS QUAD   -  KEARNEY (2017)
 LH1407
 LH1407                         *CURRENT SURVEY CONTROL
 LH1407  ______________________________________________________________________
 LH1407* NAD 83(1995) POSITION- 40 43 36.47321(N) 099 00 47.16204(W)   ADJUSTED
 LH1407  ______________________________________________________________________
 LH1407  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 LH1407  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH1407  HORZ ORDER      -  THIRD
 LH1407
 LH1407.This mark is at Kearney Municipal Airport (EAR)
 LH1407
 LH1407.The horizontal coordinates were established by classical geodetic methods
 LH1407.and adjusted by the National Geodetic Survey in August 1997.
 LH1407
 LH1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1407.GEOID18 height accuracy estimate available here.
 LH1407
 LH1407.Click photographs - Photos may exist for this station.
 LH1407
 LH1407.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1407
 LH1407. The following values were computed from the NAD 83(1995) position.
 LH1407
 LH1407;                    North         East     Units Scale Factor Converg.
 LH1407;SPC NE       -    99,675.662   583,352.243   MT  0.99975030   +0 39 14.5
 LH1407;SPC NE       -   327,019.23  1,913,881.48   sFT  0.99975030   +0 39 14.5
 LH1407;UTM  14      - 4,508,429.864   498,893.685   MT  0.99960002   -0 00 30.8
 LH1407
 LH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9889308429(NAD 83)
 LH1407
 LH1407                          SUPERSEDED SURVEY CONTROL
 LH1407
 LH1407  NAD 83(1986)-  40 43 36.47873(N)    099 00 47.16647(W) AD(       ) 3
 LH1407
 LH1407.Superseded values are not recommended for survey control.
 LH1407
 LH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1407.See file dsdata.pdf to determine how the superseded data were derived.
 LH1407
 LH1407_MARKER: 21 = AIRPORT BEACON
 LH1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1407+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LH1407
 LH1407  HISTORY     - Date     Condition        Report By
 LH1407  HISTORY     - 1986     FIRST OBSERVED   NGS
 LH1407  HISTORY     - 19900615 GOOD             NGS
 LH1407
 LH1407                          STATION DESCRIPTION
 LH1407
 LH1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1407'THE STATION, AIRPORT BEACON, KEARNEY MUNICIPAL AIRPORT, IS THE
 LH1407'ROTATING BEACON ATOP A 4-LEGGEWD STELL TOWER, JUST SOUTH OF THE
 LH1407'TERMINAL BUILDING AT THE KEARNEY MUNICIPAL AIRPORT.  THE STRUCTURE HAS
 LH1407'AN OVERALL HEIGHT OF ABOUT 50 FEET.  THE CENTER OF THE BEACON WAS
 LH1407'OBSERVED UPON.
 LH1407'DESCRIBED BY J.A. ODUM
 LH1407
 LH1407                          STATION RECOVERY (1990)
 LH1407
 LH1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1407'STATION IS LOCATED SOUTHWEST OF THE AIRPORT TERMINAL OUTSIDE THE
 LH1407'AIRPORT OPERATIONS AREA.  STATION IS A STANDARD TWO LENS BEACON WITH
 LH1407'GREEN AND WHITE LAMPS ATOP A SKELETAL STEEL TOWER ABOUT 60 FT (18.3 M)
 LH1407'TALL.  THE POINT OBSERVED WAS THE SPINDLE BENEATH THE LIGHTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1309 ***********************************************************************
 LH1309  DESIGNATION -  KEARNEY RADIO MAST
 LH1309  PID         -  LH1309
 LH1309  STATE/COUNTY-  NE/BUFFALO
 LH1309  COUNTRY     -  US
 LH1309  USGS QUAD   -  KEARNEY (2017)
 LH1309
 LH1309                         *CURRENT SURVEY CONTROL
 LH1309  ______________________________________________________________________
 LH1309* NAD 83(1995) POSITION- 40 40 05.26911(N) 099 04 53.05770(W)   ADJUSTED
 LH1309  ______________________________________________________________________
 LH1309  GEOID HEIGHT    -        -24.537 (meters)                     GEOID18
 LH1309  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 LH1309  HORZ ORDER      -  THIRD
 LH1309
 LH1309.The horizontal coordinates were established by classical geodetic methods
 LH1309.and adjusted by the National Geodetic Survey in August 1997.
 LH1309
 LH1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1309.GEOID18 height accuracy estimate available here.
 LH1309
 LH1309.Click photographs - Photos may exist for this station.
 LH1309
 LH1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1309
 LH1309. The following values were computed from the NAD 83(1995) position.
 LH1309
 LH1309;                    North         East     Units Scale Factor Converg.
 LH1309;SPC NE       -    93,099.093   577,652.773   MT  0.99976460   +0 36 31.5
 LH1309;SPC NE       -   305,442.61  1,895,182.47   sFT  0.99976460   +0 36 31.5
 LH1309;UTM  14      - 4,501,920.627   493,119.497   MT  0.99960058   -0 03 11.0
 LH1309
 LH1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9311901920(NAD 83)
 LH1309
 LH1309                          SUPERSEDED SURVEY CONTROL
 LH1309
 LH1309  NAD 83(1986)-  40 40 05.27578(N)    099 04 53.05887(W) AD(       ) 3
 LH1309  NAD 27      -  40 40 05.22600(N)    099 04 51.74400(W) AD(       ) 3
 LH1309
 LH1309.Superseded values are not recommended for survey control.
 LH1309
 LH1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1309.See file dsdata.pdf to determine how the superseded data were derived.
 LH1309
 LH1309_MARKER: 42 = RADIO/TV MAST
 LH1309
 LH1309  HISTORY     - Date     Condition        Report By
 LH1309  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1309
 LH1309                          STATION DESCRIPTION
 LH1309
 LH1309'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1321 ***********************************************************************
 LH1321  DESIGNATION -  KEARNEY RADIO STA KRNY MAST
 LH1321  PID         -  LH1321
 LH1321  STATE/COUNTY-  NE/BUFFALO
 LH1321  COUNTRY     -  US
 LH1321  USGS QUAD   -  ALFALFA CENTER (2017)
 LH1321
 LH1321                         *CURRENT SURVEY CONTROL
 LH1321  ______________________________________________________________________
 LH1321* NAD 83(1995) POSITION- 40 41 35.41470(N) 099 10 01.45731(W)   ADJUSTED
 LH1321  ______________________________________________________________________
 LH1321  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 LH1321  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 LH1321  HORZ ORDER      -  THIRD
 LH1321
 LH1321.The horizontal coordinates were established by classical geodetic methods
 LH1321.and adjusted by the National Geodetic Survey in August 1997.
 LH1321
 LH1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1321.GEOID18 height accuracy estimate available here.
 LH1321
 LH1321.Click photographs - Photos may exist for this station.
 LH1321
 LH1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1321
 LH1321. The following values were computed from the NAD 83(1995) position.
 LH1321
 LH1321;                    North         East     Units Scale Factor Converg.
 LH1321;SPC NE       -    95,805.631   570,384.466   MT  0.99975837   +0 33 07.1
 LH1321;SPC NE       -   314,322.31  1,871,336.37   sFT  0.99975837   +0 33 07.1
 LH1321;UTM  14      - 4,504,710.432   485,884.073   MT  0.99960245   -0 06 32.2
 LH1321
 LH1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8588404710(NAD 83)
 LH1321
 LH1321                          SUPERSEDED SURVEY CONTROL
 LH1321
 LH1321  NAD 83(1986)-  40 41 35.42099(N)    099 10 01.45849(W) AD(       ) 3
 LH1321  NAD 27      -  40 41 35.37300(N)    099 10 00.13500(W) AD(       ) 3
 LH1321
 LH1321.Superseded values are not recommended for survey control.
 LH1321
 LH1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1321.See file dsdata.pdf to determine how the superseded data were derived.
 LH1321
 LH1321_MARKER: 42 = RADIO/TV MAST
 LH1321
 LH1321  HISTORY     - Date     Condition        Report By
 LH1321  HISTORY     - 1959     FIRST OBSERVED   CGS
 LH1321
 LH1321                          STATION DESCRIPTION
 LH1321
 LH1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1321'STATION IS 4.8 MILES WEST AND 0.5 MILE SOUTH OF KEARNEY.  A
 LH1321'STRUCTURAL STEEL TOWER, PAINTED RED AND WHITE WITH A RED LIGHT
 LH1321'ON THE TOP.  THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 LH1321'210 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1311 ***********************************************************************
 LH1311  DESIGNATION -  KEARNEY ROCKWELL MFG CO TANK
 LH1311  PID         -  LH1311
 LH1311  STATE/COUNTY-  NE/BUFFALO
 LH1311  COUNTRY     -  US
 LH1311  USGS QUAD   -  KEARNEY (2017)
 LH1311
 LH1311                         *CURRENT SURVEY CONTROL
 LH1311  ______________________________________________________________________
 LH1311* NAD 83(1995) POSITION- 40 42 30.75106(N) 099 02 06.95148(W)   ADJUSTED
 LH1311  ______________________________________________________________________
 LH1311  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 LH1311  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LH1311  HORZ ORDER      -  THIRD
 LH1311
 LH1311.The horizontal coordinates were established by classical geodetic methods
 LH1311.and adjusted by the National Geodetic Survey in August 1997.
 LH1311
 LH1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1311.GEOID18 height accuracy estimate available here.
 LH1311
 LH1311.Click photographs - Photos may exist for this station.
 LH1311
 LH1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1311
 LH1311. The following values were computed from the NAD 83(1995) position.
 LH1311
 LH1311;                    North         East     Units Scale Factor Converg.
 LH1311;SPC NE       -    97,627.845   581,503.017   MT  0.99975464   +0 38 21.6
 LH1311;SPC NE       -   320,300.69  1,907,814.48   sFT  0.99975464   +0 38 21.6
 LH1311;UTM  14      - 4,506,403.873   497,021.192   MT  0.99960011   -0 01 22.8
 LH1311
 LH1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9702106403(NAD 83)
 LH1311
 LH1311                          SUPERSEDED SURVEY CONTROL
 LH1311
 LH1311  NAD 83(1986)-  40 42 30.75728(N)    099 02 06.95168(W) AD(       ) 3
 LH1311  NAD 27      -  40 42 30.70500(N)    099 02 05.64100(W) AD(       ) 3
 LH1311
 LH1311.Superseded values are not recommended for survey control.
 LH1311
 LH1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1311.See file dsdata.pdf to determine how the superseded data were derived.
 LH1311
 LH1311_MARKER: 53 = ELEVATED TANK
 LH1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1311+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 LH1311
 LH1311  HISTORY     - Date     Condition        Report By
 LH1311  HISTORY     - 1959     FIRST OBSERVED   CGS
 LH1311  HISTORY     - 1959     GOOD             CGS
 LH1311  HISTORY     - 1967     GOOD             CGS
 LH1311  HISTORY     - 1974     GOOD             NGS
 LH1311  HISTORY     - 19860516 GOOD             NGS
 LH1311
 LH1311                          STATION DESCRIPTION
 LH1311
 LH1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1311'STATION IS A SILVER 4 LEGGED STRUCTURAL STEEL TANK WITH THE
 LH1311'LETTER R INCRIBED IN BLACK, POINT INTERSECTED WAS THE RED LIGHT
 LH1311'ON THE TOP OF THE TANK.  THE TANK BELONGS TO THE ROCKWELL MFG.
 LH1311'CO. KEARNEY DIVISION AND IT IS 160 FEET HIGH.  STATION IS 2.6
 LH1311'MILES EAST OF KEARNEY ON U.S. HIGHWAY 30.  (FROM THE INTERSECTION
 LH1311'OF STATE HIGHWAY 44 AND U.S. HIGHWAY 30)
 LH1311
 LH1311                          STATION RECOVERY (1959)
 LH1311
 LH1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LH1311'RECOVERED IN GOOD CONDITION.
 LH1311
 LH1311                          STATION RECOVERY (1967)
 LH1311
 LH1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1311'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1311'CONDITION.
 LH1311'
 LH1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1311'2.6 MILES EAST OF KEARNEY, NEBRASKA ON U. S. HIGHWAY NO. 30.
 LH1311
 LH1311                          STATION RECOVERY (1974)
 LH1311
 LH1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 LH1311'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION, NO
 LH1311'DESCRIPTION FURNISHED.
 LH1311'
 LH1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 LH1311'KEARNEY.
 LH1311
 LH1311                          STATION RECOVERY (1986)
 LH1311
 LH1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1305 ***********************************************************************
 LH1305  DESIGNATION -  KEARNEY ST TB HOSPITAL STACK
 LH1305  PID         -  LH1305
 LH1305  STATE/COUNTY-  NE/BUFFALO
 LH1305  COUNTRY     -  US
 LH1305  USGS QUAD   -  KEARNEY (2017)
 LH1305
 LH1305                         *CURRENT SURVEY CONTROL
 LH1305  ______________________________________________________________________
 LH1305* NAD 83(1995) POSITION- 40 42 07.67364(N) 099 06 26.72975(W)   ADJUSTED
 LH1305  ______________________________________________________________________
 LH1305  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 LH1305  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH1305  HORZ ORDER      -  THIRD
 LH1305
 LH1305.The horizontal coordinates were established by classical geodetic methods
 LH1305.and adjusted by the National Geodetic Survey in August 1997.
 LH1305
 LH1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1305.GEOID18 height accuracy estimate available here.
 LH1305
 LH1305.Click photographs - Photos may exist for this station.
 LH1305
 LH1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1305
 LH1305. The following values were computed from the NAD 83(1995) position.
 LH1305
 LH1305;                    North         East     Units Scale Factor Converg.
 LH1305;SPC NE       -    96,850.714   575,414.299   MT  0.99975618   +0 35 29.4
 LH1305;SPC NE       -   317,751.05  1,887,838.41   sFT  0.99975618   +0 35 29.4
 LH1305;UTM  14      - 4,505,697.245   490,924.848   MT  0.99960101   -0 04 12.2
 LH1305
 LH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9092405697(NAD 83)
 LH1305
 LH1305                          SUPERSEDED SURVEY CONTROL
 LH1305
 LH1305  NAD 83(1986)-  40 42 07.67901(N)    099 06 26.73037(W) AD(       ) 3
 LH1305  NAD 27      -  40 42 07.65000(N)    099 06 25.42000(W) AD(       ) 3
 LH1305
 LH1305.Superseded values are not recommended for survey control.
 LH1305
 LH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1305.See file dsdata.pdf to determine how the superseded data were derived.
 LH1305
 LH1305_MARKER: 63 = STACK
 LH1305
 LH1305  HISTORY     - Date     Condition        Report By
 LH1305  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1305  HISTORY     - 1950     GOOD             CGS
 LH1305  HISTORY     - 19821117 GOOD             NGS
 LH1305
 LH1305                          STATION DESCRIPTION
 LH1305
 LH1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1305'THE STATION IS LOCATED IN THE SOUTHWEST PART OF KEARNEY.  IT IS
 LH1305'ABOUT 165 FEET HIGH, OF RED BRICK CONSTRUCTION AND STANDS ON
 LH1305'THE WEST SIDE OF THE POWER PLANT.
 LH1305'
 LH1305'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1305'
 LH1305'TO REACH THE STATION FROM THE MONUMENT ON THE MAIN STREET OF
 LH1305'KEARNEY, GO SOUTHWEST ON U.S. HIGHWAY 30 FOR 1.3 MILES TO A
 LH1305'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A
 LH1305'CROSS-ROAD.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON
 LH1305'THE RIGHT.
 LH1305
 LH1305                          STATION RECOVERY (1950)
 LH1305
 LH1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1305'RECOVERED IN GOOD CONDITION.
 LH1305
 LH1305                          STATION RECOVERY (1982)
 LH1305
 LH1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1306 ***********************************************************************
 LH1306  DESIGNATION -  KEARNEY ST TB HOSPITAL TANK
 LH1306  PID         -  LH1306
 LH1306  STATE/COUNTY-  NE/BUFFALO
 LH1306  COUNTRY     -  US
 LH1306  USGS QUAD   -  KEARNEY (2017)
 LH1306
 LH1306                         *CURRENT SURVEY CONTROL
 LH1306  ______________________________________________________________________
 LH1306* NAD 83(1995) POSITION- 40 42 07.78632(N) 099 06 27.96944(W)   ADJUSTED
 LH1306  ______________________________________________________________________
 LH1306  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 LH1306  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 LH1306  HORZ ORDER      -  THIRD
 LH1306
 LH1306.The horizontal coordinates were established by classical geodetic methods
 LH1306.and adjusted by the National Geodetic Survey in August 1997.
 LH1306
 LH1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1306.GEOID18 height accuracy estimate available here.
 LH1306
 LH1306.Click photographs - Photos may exist for this station.
 LH1306
 LH1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1306
 LH1306. The following values were computed from the NAD 83(1995) position.
 LH1306
 LH1306;                    North         East     Units Scale Factor Converg.
 LH1306;SPC NE       -    96,853.888   575,385.169   MT  0.99975618   +0 35 28.6
 LH1306;SPC NE       -   317,761.46  1,887,742.84   sFT  0.99975618   +0 35 28.6
 LH1306;UTM  14      - 4,505,700.755   490,895.761   MT  0.99960102   -0 04 13.0
 LH1306
 LH1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9089505700(NAD 83)
 LH1306
 LH1306                          SUPERSEDED SURVEY CONTROL
 LH1306
 LH1306  NAD 83(1986)-  40 42 07.79213(N)    099 06 27.96980(W) AD(       ) 3
 LH1306  NAD 27      -  40 42 07.76000(N)    099 06 26.66000(W) AD(       ) 3
 LH1306
 LH1306.Superseded values are not recommended for survey control.
 LH1306
 LH1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1306.See file dsdata.pdf to determine how the superseded data were derived.
 LH1306
 LH1306_MARKER: 53 = ELEVATED TANK
 LH1306
 LH1306  HISTORY     - Date     Condition        Report By
 LH1306  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1306
 LH1306                          STATION DESCRIPTION
 LH1306
 LH1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1306'THE STATION IS LOCATED IN THE SOUTHWEST PART OF KEARNEY.  IT IS
 LH1306'ABOUT 90 FEET HIGH, OF STEEL CONSTRUCTION, PAINTED SILVER, HAS
 LH1306'FOUR LEGS AND HAS A BALL ON TOP.
 LH1306'
 LH1306'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LH1306'
 LH1306'TO REACH THE STATION FROM THE MONUMENT ON MAIN STREET IN KEARNEY,
 LH1306'GO SOUTHWEST ON U.S. HIGHWAY 30 FOR 1.3 MILES TO A SIDE ROAD
 LH1306'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A CROSS-ROAD,
 LH1306'TURN LEFT AND GO WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0357 ***********************************************************************
 MM0357  DESIGNATION -  KEATING
 MM0357  PID         -  MM0357
 MM0357  STATE/COUNTY-  NE/BLAINE
 MM0357  COUNTRY     -  US
 MM0357  USGS QUAD   -  DUNNING (2017)
 MM0357
 MM0357                         *CURRENT SURVEY CONTROL
 MM0357  ______________________________________________________________________
 MM0357* NAD 83(1995) POSITION- 41 45 45.92881(N) 100 04 23.82069(W)   ADJUSTED
 MM0357* NAVD 88 ORTHO HEIGHT -   859.5   (meters)     2820.    (feet) VERTCON
 MM0357  ______________________________________________________________________
 MM0357  GEOID HEIGHT    -        -22.277 (meters)                     GEOID18
 MM0357  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 MM0357  HORZ ORDER      -  FIRST
 MM0357
 MM0357.The horizontal coordinates were established by classical geodetic methods
 MM0357.and adjusted by the National Geodetic Survey in August 1997.
 MM0357
 MM0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0357
 MM0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0357.GEOID18 height accuracy estimate available here.
 MM0357
 MM0357.Click photographs - Photos may exist for this station.
 MM0357
 MM0357.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0357
 MM0357. The following values were computed from the NAD 83(1995) position.
 MM0357
 MM0357;                    North         East     Units Scale Factor Converg.
 MM0357;SPC NE       -   214,218.284   493,907.924   MT  0.99966862   -0 02 54.8
 MM0357;SPC NE       -   702,814.49  1,620,429.58   sFT  0.99966862   -0 02 54.8
 MM0357;UTM  14      - 4,623,992.661   410,783.215   MT  0.99969795   -0 42 53.7
 MM0357
 MM0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0357!SPC NE       -   0.99986870  x   0.99966862  =   0.99953737
 MM0357!UTM  14      -   0.99986870  x   0.99969795  =   0.99956669
 MM0357
 MM0357:                Primary Azimuth Mark                     Grid Az
 MM0357:SPC NE       -  KEATING AZ MK                            098 22 14.4
 MM0357:UTM  14      -  KEATING AZ MK                            099 02 13.3
 MM0357
 MM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1078323992(NAD 83)
 MM0357
 MM0357|---------------------------------------------------------------------|
 MM0357| PID    Reference Object                     Distance      Geod. Az  |
 MM0357|                                                           dddmmss.s |
 MM0357| CN8909 KEATING RM 1                         58.564 METERS 09435     |
 MM0357| CN8908 KEATING AZ MK                                      0981919.6 |
 MM0357| MM0364 HALSEY CIRCLE LOT                   APPROX.26.1 KM 3020027.0 |
 MM0357| CN8910 KEATING RM 2                         58.827 METERS 35615     |
 MM0357|---------------------------------------------------------------------|
 MM0357
 MM0357                          SUPERSEDED SURVEY CONTROL
 MM0357
 MM0357  NAD 83(1986)-  41 45 45.93627(N)    100 04 23.82763(W) AD(       ) 1
 MM0357  NAD 27      -  41 45 45.93700(N)    100 04 22.34700(W) AD(       ) 1
 MM0357  NGVD 29 (07/19/86)  859.2    (m)         2819.     (f) VERT ANG       
 MM0357
 MM0357.Superseded values are not recommended for survey control.
 MM0357
 MM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0357.See file dsdata.pdf to determine how the superseded data were derived.
 MM0357
 MM0357_MARKER: DS = TRIANGULATION STATION DISK
 MM0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0357_STAMPING: KEATING 1934
 MM0357_MARK LOGO: CGS
 MM0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0357+STABILITY: SURFACE MOTION
 MM0357
 MM0357  HISTORY     - Date     Condition        Report By
 MM0357  HISTORY     - 1934     MONUMENTED       CGS
 MM0357  HISTORY     - 1973     GOOD             NGS
 MM0357
 MM0357                          STATION DESCRIPTION
 MM0357
 MM0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0357'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER
 MM0357'OF SEC. 27, T. 21 N., R. 24 W., ABOUT 5.0 MILES SOUTH-SOUTHEAST OF
 MM0357'DUNNING AND 3-1/4 MILES WEST-NORTHWEST OF LINSCOTT, ON THE TOP OF A
 MM0357'SMALL KNOLL IN A PASTURE ON THE SOUTH SIDE OF STATE HIGHWAY 2 ON THE
 MM0357'PROPERTY OF MR. JACK KEATING.
 MM0357'
 MM0357'TO REACH FROM THE DEPOT IN ANSELMO GO WEST-NORTHWEST ON STATE ROUTE 2
 MM0357'FOR 15.5 MILES TO TOP OF SMALL GRADE, TURN LEFT (SOUTH) AND GO THROUGH
 MM0357'FENCE UP SMALL HILL, PROCEED 200 FEET FURTHER TO TOP OF SMALL KNOLL
 MM0357'AND STATION.  MARK IS 190 FEET WEST OF THE NORTH-SOUTH FENCE LINE
 MM0357'(WHICH IS THE EAST BOUNDARY LINE OF SECTION 27), 300 FEET SOUTH OF
 MM0357'STATE HIGHWAY 2, ON THE HIGHEST POINT OF KNOLL, AND PROJECTS 4 INCHES.
 MM0357'
 MM0357'REFERENCE MARK NO. 1 IS 300 FEET SOUTH OF CENTERLINE OF SAID HIGHWAY,
 MM0357'JUST EAST AND ABOUT 10 FEET BELOW HIGHEST POINT ON KNOLL, IN LOW POINT
 MM0357'IN NORTH-SOUTH FENCE LINE, AND PROJECTS 6 INCHES.
 MM0357'
 MM0357'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF CENTERLINE OF SAID HIGHWAY,
 MM0357'250 FEET WEST OF NORTH-SOUTH FENCE LINE, ON EAST-WEST RIDGE JUST NORTH
 MM0357'OF SMALL KNOLL AND PROJECTS 8 INCHES.
 MM0357'
 MM0357'TO REACH AZIMUTH MARK FROM STATION GO EAST ON STATE ROUTE 2 FOR 0.5
 MM0357'MILE.  MARK IS 36 FEET SOUTH OF CENTERLINE OF HIGHWAY IN EAST-WEST
 MM0357'RIGHT-OF-WAY FENCE LINE AND PROJECTS 6 INCHES.
 MM0357'
 MM0357'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 MM0357'CONCRETE POSTS.
 MM0357'
 MM0357'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 MM0357
 MM0357                          STATION RECOVERY (1973)
 MM0357
 MM0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0357'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MM0357'RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER A SHORTER DISTANCE OF
 MM0357'.030 METER TO REFERENCE MARK 2 WAS NOTED AND VERIFIED.  A DIFFERENCE
 MM0357'OF 10.2 SECONDS TO THE AZIMUTH MARK WAS ALSO NOTED AND VERIFIED.  ALL
 MM0357'OTHER DISTANCES AND DIRECTIONS COMPARED FAVORABLY WITH THE 1934 DATA.
 MM0357'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 MM0357'
 MM0357'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF ANSELMO, 4.5 MILES
 MM0357'SOUTH OF DUNNING AND ON PROPERTY OWNED BY MR. SYLVESTER KEATING OF
 MM0357'DUNNING, NEBRASKA.  PHONE NUMBER 538-2695.
 MM0357'
 MM0357'TO REACH THE STATION FROM THE POST OFFICE IN ANSELMO GO WEST ON MAIN
 MM0357'STREET FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 2.  TURN RIGHT
 MM0357'AND GO NORTHWEST ON STATE HIGHWAY 2 FOR 14.0 MILES TO THE AZIMUTH MARK
 MM0357'ON THE LEFT.  CONTINUE NORTHWEST ON STATE HIGHWAY 2 FOR 0.9 MILE TO A
 MM0357'WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE, TURN SHARP LEFT
 MM0357'AND GO EASTERLY ALONG SOUTH SIDE OF FENCE FOR 0.4 MILE TO TOP OF SMALL
 MM0357'HILL AND STATION.
 MM0357'
 MM0357'THE STATION MARK IS A STANDARD DISK STAMPED KEATING 1934, SET IN THE
 MM0357'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 MM0357'THE GROUND.  IT IS 193.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 MM0357'ATTACHED.
 MM0357'
 MM0357'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEATING NO 1 1934, SET IN
 MM0357'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 MM0357'ABOVE THE GROUND.  IT IS 300 FEET SOUTH OF CENTER OF STATE HIGHWAY 2
 MM0357'AND 1.5 FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND A
 MM0357'FENCE.
 MM0357'
 MM0357'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEATING NO 2 1934, SET IN
 MM0357'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 MM0357'ABOVE THE GROUND.  IT IS 250 FEET WEST OF THE FENCE AND 120 FEET SOUTH
 MM0357'OF CENTER OF STATE HIGHWAY 2.
 MM0357'
 MM0357'THE MARK IS A STANDARD REFERENCE DISK USED AS A AZIMUTH MARK STAMPED
 MM0357'KEATING AZI 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0357'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 42.5 FEET SOUTH OF
 MM0357'CENTER OF STATE HIGHWAY 2, 1 FOOT NORTH OF A METAL WITNESS POST WITH
 MM0357'SIGN ATTACHED AND 1 FOOT WEST OF A FENCE.
 MM0357'
 MM0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTH OF
 MM0357'DUNNING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0714 ***********************************************************************
 NN0714  DESIGNATION -  KEHN
 NN0714  PID         -  NN0714
 NN0714  STATE/COUNTY-  NE/BOYD
 NN0714  COUNTRY     -  US
 NN0714  USGS QUAD   -  BUTTE NW (2017)
 NN0714
 NN0714                         *CURRENT SURVEY CONTROL
 NN0714  ______________________________________________________________________
 NN0714* NAD 83(1995) POSITION- 42 59 53.46686(N) 098 54 04.87725(W)   ADJUSTED
 NN0714* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 NN0714  ______________________________________________________________________
 NN0714  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 NN0714  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 NN0714  HORZ ORDER      -  FIRST
 NN0714
 NN0714.The horizontal coordinates were established by classical geodetic methods
 NN0714.and adjusted by the National Geodetic Survey in August 1997.
 NN0714
 NN0714.The orthometric height was scaled from a topographic map.
 NN0714
 NN0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0714.GEOID18 height accuracy estimate available here.
 NN0714
 NN0714.Click photographs - Photos may exist for this station.
 NN0714
 NN0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0714
 NN0714. The following values were computed from the NAD 83(1995) position.
 NN0714
 NN0714;                    North         East     Units Scale Factor Converg.
 NN0714;SPC NE       -   351,988.827   589,584.744   MT  0.99999917   +0 43 41.0
 NN0714;SPC NE       - 1,154,816.68  1,934,329.28   sFT  0.99999917   +0 43 41.0
 NN0714;SPC SD S     -    74,866.096   716,758.486   MT  0.99996505   +0 59 16.3
 NN0714;SPC SD S     -   245,623.18  2,351,565.13   sFT  0.99996505   +0 59 16.3
 NN0714;UTM  14      - 4,760,617.990   508,040.645   MT  0.99960080   +0 04 02.2
 NN0714
 NN0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0714!SPC NE       -   0.99991195  x   0.99999917  =   0.99991112
 NN0714!SPC SD S     -   0.99991195  x   0.99996505  =   0.99987701
 NN0714!UTM  14      -   0.99991195  x   0.99960080  =   0.99951279
 NN0714
 NN0714:                Primary Azimuth Mark                     Grid Az
 NN0714:SPC NE       -  KEHN AZ MK                               171 46 40.8
 NN0714:SPC SD S     -  KEHN AZ MK                               171 31 05.5
 NN0714:UTM  14      -  KEHN AZ MK                               172 26 19.6
 NN0714
 NN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0804060617(NAD 83)
 NN0714
 NN0714|---------------------------------------------------------------------|
 NN0714| PID    Reference Object                     Distance      Geod. Az  |
 NN0714|                                                           dddmmss.s |
 NN0714| OR0828 FAIRFAX MUNICIPAL TANK              APPROX. 3.8 KM 0094505.3 |
 NN0714| CO3829 KEHN RM 1                            26.558 METERS 04638     |
 NN0714| NN0711 BUTTE MUNICIPAL TANK                APPROX.10.4 KM 1551644.9 |
 NN0714| CO3828 KEHN AZ MK                                         1723021.8 |
 NN0714| CO3830 KEHN RM 2                            20.652 METERS 26958     |
 NN0714| OR0830 BONESTEEL MUNICIPAL TANK            APPROX. 9.6 KM 3353055.6 |
 NN0714|---------------------------------------------------------------------|
 NN0714
 NN0714                          SUPERSEDED SURVEY CONTROL
 NN0714
 NN0714  NAD 83(1986)-  42 59 53.47446(N)    098 54 04.88523(W) AD(       ) 1
 NN0714  NAD 27      -  42 59 53.48600(N)    098 54 03.56000(W) AD(       ) 1
 NN0714
 NN0714.Superseded values are not recommended for survey control.
 NN0714
 NN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0714.See file dsdata.pdf to determine how the superseded data were derived.
 NN0714
 NN0714_MARKER: DS = TRIANGULATION STATION DISK
 NN0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0714_STAMPING: KEHN 1940
 NN0714_MARK LOGO: CGS
 NN0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0714+STABILITY: SURFACE MOTION
 NN0714
 NN0714  HISTORY     - Date     Condition        Report By
 NN0714  HISTORY     - 1940     MONUMENTED       CGS
 NN0714  HISTORY     - 1948     GOOD             CGS
 NN0714
 NN0714                          STATION DESCRIPTION
 NN0714
 NN0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0714'STATION IS LOCATED AT THE NEBRASKA-SOUTH DAKOTA STATE LINE,
 NN0714'ABOUT 2-1/2 MILES WEST AND 6 MILES NORTH OF BUTTE, NEBRASKA,
 NN0714'ABOUT 250 FEET WEST OF THE NORTHEAST CORNER OF SEC. 24, T. 35 N.,
 NN0714'R. 14 W.
 NN0714'
 NN0714'TO REACH FROM BUTTE GO WEST ON STATE HIGHWAY 12 FOR 4.55 MILES
 NN0714'TO A DIRT CROSS ROAD.  TURN RIGHT (NORTH) AND GO 3.7 MILES
 NN0714'TO A CROSS ROAD (FROM THIS POINT TURN LEFT AND GO 0.05 MILE TO
 NN0714'TOP OF GRADE TO AZIMUTH MARK ON THE NORTH (RIGHT) SIDE OF THE
 NN0714'ROAD.) CONTINUE NORTH 1 MILE TO CROSS ROAD, TURN RIGHT (EAST)
 NN0714'AND GO 1 MILE TO THE STATION ON THE SOUTH (RIGHT) SIDE OF THE
 NN0714'ROAD.
 NN0714'
 NN0714'STATION MARK IS STAMPED KEHN 1940 AND PROJECTS 10 INCHES.  IT
 NN0714'IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 0.5 FOOT NORTH
 NN0714'OF A FENCE, 4 FEET WEST OF A REFERENCE POST, AND 2.45 FEET
 NN0714'EAST OF BOUNDARY MONUMENT 38.
 NN0714'
 NN0714'REFERENCE MARK NO. 1 IS STAMPED KEHN 1940 NO. 1 AND PROJECTS
 NN0714'8 INCHES.  IT IS 28 FEET NORTH OF THE CENTER OF A DIRT ROAD
 NN0714'AND 1 FOOT SOUTH OF A FENCE.
 NN0714'
 NN0714'REFERENCE MARK NO. 2 IS STAMPED KEHN NO. 2 1940 AND PROJECTS
 NN0714'8 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND
 NN0714'1 FOOT SOUTH OF A FENCE.
 NN0714'
 NN0714'THE AZIMUTH MARK IS STAMPED KEHN 1940 AND PROJECTS 10 INCHES.  IT
 NN0714'IS 30 FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A
 NN0714'FENCE AND ABOUT 200 YARDS NORTHEAST OF MR. KEHNS HOUSE.
 NN0714'
 NN0714'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0714'DESCRIBED.
 NN0714'
 NN0714'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0714
 NN0714                          STATION RECOVERY (1948)
 NN0714
 NN0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0714'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NN0714'GOOD CONDITION.  DUE TO A CHANGE IN THE TO REACH AND SLIGHT CHANGE
 NN0714'IN THE LOCATION OF THE REFERENCE MARKS, A NEW DESCRIPTION FOLLOWS.
 NN0714'
 NN0714'STATION IS LOCATED ABOUT 2-1/2 MILES WEST AND 6 MILES NORTH
 NN0714'OF BUTTE, NEB., 3 MILES SOUTH OF FAIRFAX, S. DAK. AND AT THE
 NN0714'NEBRASKA-SOUTH DAKOTA STATE LINE.  IT IS 2.45 FEET EAST OF
 NN0714'BOUNDARY MONUMENT NO. 38, ABOUT 250 FEET WEST OF THE NORTHEAST
 NN0714'CORNER OF SEC. 24, T. 35 N., R. 14 W., 30 FEET SOUTH OF THE
 NN0714'APPROXIMATE CENTERLINE OF THE ROAD, 0.5 FEET NORTH OF THE
 NN0714'RIGHT-OF-WAY FENCE AND 4 FEET WEST OF A WHITE WITNESS POST.
 NN0714'THE MARK PROJECTS ABOUT 10 INCHES AND THE DISC IS STAMPED
 NN0714'KEHN 1940.
 NN0714'
 NN0714'REFERENCE MARK NO. 1 IS 87.13 FEET NORTHEAST OF THE STATION, ABOUT
 NN0714'28 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1
 NN0714'FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK, DESCRIBED
 NN0714'PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED KEHN
 NN0714'NO 1 1940.
 NN0714'
 NN0714'REFERENCE MARK NO. 2, IS 67.76 FEET
 NN0714'WEST OF THE STATION, 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NN0714'OF THE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 NN0714'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 NN0714'KEHN NO 2 1940.
 NN0714'
 NN0714'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION, 30
 NN0714'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH
 NN0714'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.  IT IS 4 FEET
 NN0714'SOUTH OF A WITNESS POST.  THE MARK
 NN0714'PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED KEHN 1940.
 NN0714'
 NN0714'STATION WAS REACHED FROM THE MAIN INTERSECTION IN THE VILLAGE
 NN0714'OF FAIRFAX, SOUTH, DAK. BY GOING SOUTH FOR 0.2 MILE TO THE
 NN0714'INTERSECTION OF U.S. HIGHWAY 281.  THENCE RIGHT OR WEST FOR 0.75
 NN0714'MILE TO CROSSROADS WHERE THE HIGHWAY TURNS NORTH.  TURN LEFT
 NN0714'OR SOUTH ON GRAVELED ROAD AND GO 2.85 MILES TO A T-INTERSECTION.
 NN0714'THENCE LEFT FOR 0.1 MILE TO THE STATION SITE ON THE RIGHT.
 NN0714'
 NN0714'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST 0.05
 NN0714'MILE, THENCE RIGHT OR SOUTH FOR 0.6 MILE TO THE MARK ON THE RIGHT,
 NN0714'AT THE NORTHEAST CORNER OF THE GROVE AND ABOUT 200 YARDS NORTHEAST
 NN0714'OF MR. KEHNS HOUSE.
 NN0714'
 NN0714'A 4 FOOT SIGNAL AT WHETSTONE (MO.R.C.) 1945 WAS VISIBLE AT
 NN0714'90 FEET.
 NN0714'
 NN0714'ALL OTHER OBJECTS V.G.
 NN0714'
 NN0714'HEIGHT OF LIGHT ABOVE THE STATION MARK-31 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0405 ***********************************************************************
 NO0405  DESIGNATION -  KELLER
 NO0405  PID         -  NO0405
 NO0405  STATE/COUNTY-  NE/BROWN
 NO0405  COUNTRY     -  US
 NO0405  USGS QUAD   -  WHITE CAP HILL (2017)
 NO0405
 NO0405                         *CURRENT SURVEY CONTROL
 NO0405  ______________________________________________________________________
 NO0405* NAD 83(1995) POSITION- 42 27 01.04479(N) 100 02 13.93028(W)   ADJUSTED
 NO0405* NAVD 88 ORTHO HEIGHT -   879.    (meters)     2884.    (feet) SCALED
 NO0405  ______________________________________________________________________
 NO0405  GEOID HEIGHT    -        -22.132 (meters)                     GEOID18
 NO0405  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 NO0405  HORZ ORDER      -  SECOND
 NO0405
 NO0405.The horizontal coordinates were established by classical geodetic methods
 NO0405.and adjusted by the National Geodetic Survey in August 1997.
 NO0405
 NO0405.The orthometric height was scaled from a topographic map.
 NO0405
 NO0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0405.GEOID18 height accuracy estimate available here.
 NO0405
 NO0405.Click photographs - Photos may exist for this station.
 NO0405
 NO0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0405
 NO0405. The following values were computed from the NAD 83(1995) position.
 NO0405
 NO0405;                    North         East     Units Scale Factor Converg.
 NO0405;SPC NE       -   290,562.826   496,940.170   MT  0.99979457   -0 01 28.8
 NO0405;SPC NE       -   953,288.20  1,630,377.87   sFT  0.99979457   -0 01 28.8
 NO0405;UTM  14      - 4,700,294.488   414,709.157   MT  0.99968950   -0 42 00.4
 NO0405
 NO0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0405!SPC NE       -   0.99986559  x   0.99979457  =   0.99966018
 NO0405!UTM  14      -   0.99986559  x   0.99968950  =   0.99955513
 NO0405
 NO0405:                Primary Azimuth Mark                     Grid Az
 NO0405:SPC NE       -  KELLER AZ MK                             098 12 05.5
 NO0405:UTM  14      -  KELLER AZ MK                             098 52 37.1
 NO0405
 NO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1470900294(NAD 83)
 NO0405
 NO0405|---------------------------------------------------------------------|
 NO0405| PID    Reference Object                     Distance      Geod. Az  |
 NO0405|                                                           dddmmss.s |
 NO0405| CO3836 KELLER RM 2                          11.701 METERS 04655     |
 NO0405| CO3834 KELLER AZ MK                                       0981036.7 |
 NO0405| CO3835 KELLER RM 1                          14.968 METERS 29024     |
 NO0405|---------------------------------------------------------------------|
 NO0405
 NO0405                          SUPERSEDED SURVEY CONTROL
 NO0405
 NO0405  NAD 83(1986)-  42 27 01.04863(N)    100 02 13.94242(W) AD(       ) 2
 NO0405  NAD 27      -  42 27 01.05300(N)    100 02 12.48700(W) AD(       ) 2
 NO0405
 NO0405.Superseded values are not recommended for survey control.
 NO0405
 NO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0405.See file dsdata.pdf to determine how the superseded data were derived.
 NO0405
 NO0405_MARKER: DB = BENCH MARK DISK
 NO0405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0405_STAMPING: KELLER 1947
 NO0405_MARK LOGO: USGS
 NO0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0405
 NO0405  HISTORY     - Date     Condition        Report By
 NO0405  HISTORY     - 1947     MONUMENTED       USGS
 NO0405  HISTORY     - 1949     GOOD             CGS
 NO0405  HISTORY     - 1967     GOOD             USAF
 NO0405
 NO0405                          STATION DESCRIPTION
 NO0405
 NO0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0405'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH AND 1.0 MILE
 NO0405'EAST OF JOHNSTOWN ON THE HIGHEST POINT OF A LARGE SAND HILL.
 NO0405'IT IS ABOUT 100 YARDS WEST OF A NORTH-SOUTH FENCE AND 6.3
 NO0405'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 NO0405'U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE
 NO0405'CONCRETE POST PROJECTING 8 INCHES ABOVE THE TOP OF THE GROUND
 NO0405'AND IS STAMPED KELLER 1947.
 NO0405'
 NO0405'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. BENCH MARK DISK
 NO0405'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 NO0405'5 INCHES ABOVE THE TOP OF THE GROUND.  IT IS STAMPED KELLER
 NO0405'REFERENCE MARK 1947 1.
 NO0405'
 NO0405'REFERENCE MARK NO. 2 IS NEAR THE NORTHEAST END OF A SMALL
 NO0405'NORTHEAST-SOUTHWEST RIDGE ABOUT 1.0 FOOT ABOVE THE ELEVATION
 NO0405'OF THE STATION.  IT PROJECTS 4 INCHES AND IS STAMPED KELLER
 NO0405'NO 2 1949.
 NO0405'
 NO0405'THE AZIMUTH MARK IS ABOUT 250.0 FEET WEST OF A TELEPHONE
 NO0405'LINE AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 NO0405'3 INCHES AND IS STAMPED KELLER 1949.
 NO0405'
 NO0405'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0405'GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.6 MILES TO A CROSSROAD,
 NO0405'TURN RIGHT AND GO SOUTH ON THE MAIN TRAVELED ROAD FOR 7.4
 NO0405'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE SOUTH
 NO0405'FOR 0.2 OF A MILE TO A ROAD RIGHT AT THE DORSEY KELLER MAIL BOX,
 NO0405'CONTINUE SOUTH ON MAIN TRAVELED ROAD FOR 0.4 OF A MILE TO
 NO0405'A POINT JUST NORTH OF A WINDMILL ON THE RIGHT, HERE TURN
 NO0405'OFF THE ROAD AND GO WEST FOR 0.25 OF A MILE TO A TELEPHONE
 NO0405'LINE, TURN LEFT ALONG THE WEST SIDE OF THE TELEPHONE LINE
 NO0405'TO THE TOP OF THE HILL, THEN BEAR RIGHT ACROSS PASTURE FOR
 NO0405'0.25 OF A MILE TO A NORTH-SOUTH FENCE, HERE LET DOWN FENCE
 NO0405'AND CONTINUE WESTERLY FOR ABOUT 100 YARDS TO THE TOP OF
 NO0405'THE HILL AND THE STATION AS DESCRIBED.
 NO0405'
 NO0405'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY
 NO0405'ACROSS PASTURE FOR 0.3 OF A MILE TO THE TOP OF A SMALL KNOLL
 NO0405'AND THE AZIMUTH MARK AS DESCRIBED.
 NO0405'
 NO0405'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0405
 NO0405                          STATION RECOVERY (1967)
 NO0405
 NO0405'RECOVERY NOTE BY US AIR FORCE 1967
 NO0405'STATION, REFENENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 NO0405'GOOD CONDITION.
 NO0405'
 NO0405'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  (SEE FOOT
 NO0405'NOTE).
 NO0405'
 NO0405'TO REACH STATION FROM THE RAILROAD STATION IN JOHNSTON, NEBRASKA,
 NO0405'GO EAST ON U.S. HIGHWAY 20 FOR 1.6 MILES TO A CROSSROAD, TURN
 NO0405'RIGHT (SOUTH) ON THE MAIN TRAVELED ROAD FOR 7.3 MILES TO A
 NO0405'MAIL BOX WITH THE NAME DON ALLEN, ON THE RIGHT.  CONTINUE
 NO0405'SOUTH ON THE MAIN TRAVELED ROAD FOR 0.1 MILE TO A GATE ON THE
 NO0405'RIGHT.  ENTER GATE, THEN LEFT ON THE WEST SIDE OF THE
 NO0405'NORTH-SOUTH FENCE, AND GO SOUTH THRU THE PASTURE FOR 0.4 MILE
 NO0405'TO A WINDMILL IN THE PASTURE.  THEN WEST-SOUTHWEST 0.6 MILE
 NO0405'INTO THE SAND HILLS TO A FENCE CORNER, THEN WEST ALONG THE
 NO0405'SOUTH SIDE OF THE FENCE FOR 0.15 MILE TO ANOTHER FENCE
 NO0405'CORNER.  CROSS THE FENCE AND WALK 150 YARDS SOUTHWEST TO THE
 NO0405'HIGHEST POINT IN HHE AREA AND THE STATION.
 NO0405'
 NO0405'NOTE--
 NO0405'
 NO0405'ALL DISTANCES ARE APPROXIMATE DUE TO MUCH WINDING ABOUT
 NO0405'OBSTACLES.  THIS STATION, WHILE STILL INTACT, MAY SOON BE
 NO0405'DESTROYED DUE TO WIND EROSION.  IT HAS BEEN FOUND THAT, WHEN
 NO0405'THE GRASS COVER IS DISTURBED, THE WIND TENDS TO SCOOP THE
 NO0405'SOIL AWAY FROM THE TOPS OF HILLS WHICH CREATES A DISH-SHAPED
 NO0405'DEPRESSION.  STATION KELLER IS IN SUCH A DEPRESSION, PROTRUDING
 NO0405'18 INCHES ABOVE THE GROUND-SURFACE.  (SEE FOOT NOTE ON STATION
 NO0405'SELZMAN).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0415 ***********************************************************************
 NO0415  DESIGNATION -  KELLER
 NO0415  PID         -  NO0415
 NO0415  STATE/COUNTY-  NE/CHERRY
 NO0415  COUNTRY     -  US
 NO0415  USGS QUAD   -  LONG LAKE SW (2017)
 NO0415
 NO0415                         *CURRENT SURVEY CONTROL
 NO0415  ______________________________________________________________________
 NO0415* NAD 83(1995) POSITION- 42 15 12.69598(N) 100 24 01.34020(W)   ADJUSTED
 NO0415* NAVD 88 ORTHO HEIGHT -   919.    (meters)     3015.    (feet) SCALED
 NO0415  ______________________________________________________________________
 NO0415  GEOID HEIGHT    -        -21.754 (meters)                     GEOID18
 NO0415  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 NO0415  HORZ ORDER      -  FIRST
 NO0415
 NO0415.The horizontal coordinates were established by classical geodetic methods
 NO0415.and adjusted by the National Geodetic Survey in August 1997.
 NO0415
 NO0415.The orthometric height was scaled from a topographic map.
 NO0415
 NO0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0415.GEOID18 height accuracy estimate available here.
 NO0415
 NO0415.Click photographs - Photos may exist for this station.
 NO0415
 NO0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0415
 NO0415. The following values were computed from the NAD 83(1995) position.
 NO0415
 NO0415;                    North         East     Units Scale Factor Converg.
 NO0415;SPC NE       -   268,787.194   466,969.433   MT  0.99974372   -0 15 55.2
 NO0415;SPC NE       -   881,845.99  1,532,048.88   sFT  0.99974372   -0 15 55.2
 NO0415;UTM  14      - 4,678,874.940   384,484.869   MT  0.99976418   -0 56 30.2
 NO0415
 NO0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0415!SPC NE       -   0.99985925  x   0.99974372  =   0.99960301
 NO0415!UTM  14      -   0.99985925  x   0.99976418  =   0.99962346
 NO0415
 NO0415:                Primary Azimuth Mark                     Grid Az
 NO0415:SPC NE       -  KELLER AZ MK                             018 33 59.9
 NO0415:UTM  14      -  KELLER AZ MK                             019 14 34.9
 NO0415
 NO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM8448478874(NAD 83)
 NO0415
 NO0415|---------------------------------------------------------------------|
 NO0415| PID    Reference Object                     Distance      Geod. Az  |
 NO0415|                                                           dddmmss.s |
 NO0415| CO3831 KELLER AZ MK                                       0181804.7 |
 NO0415| CO3832 KELLER RM 1                          11.802 METERS 20330     |
 NO0415| CO3833 KELLER RM 2                          13.532 METERS 32302     |
 NO0415|---------------------------------------------------------------------|
 NO0415
 NO0415                          SUPERSEDED SURVEY CONTROL
 NO0415
 NO0415  NAD 83(1986)-  42 15 12.69760(N)    100 24 01.34644(W) AD(       ) 1
 NO0415  NAD 27      -  42 15 12.70300(N)    100 23 59.87300(W) AD(       ) 1
 NO0415
 NO0415.Superseded values are not recommended for survey control.
 NO0415
 NO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0415.See file dsdata.pdf to determine how the superseded data were derived.
 NO0415
 NO0415_MARKER: DS = TRIANGULATION STATION DISK
 NO0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0415_STAMPING: KELLER 1949
 NO0415_MARK LOGO: CGS
 NO0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0415+STABILITY: SURFACE MOTION
 NO0415
 NO0415  HISTORY     - Date     Condition        Report By
 NO0415  HISTORY     - 1949     MONUMENTED       CGS
 NO0415
 NO0415                          STATION DESCRIPTION
 NO0415
 NO0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0415'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH OF THE
 NO0415'CHERRY-THOMAS COUNTY LINE, 7.0 MILES EAST OF U.S. HIGHWAY 83
 NO0415'AND 2.5 MILES SOUTH-SOUTHWEST OF THE KELLER RANCH ON LAND
 NO0415'OWNED BY MRS. EMMA KELLER.  IT IS ON THE CENTER OF FLAT TOPPED
 NO0415'SAND HILL, 107 FEET EAST OF NORTH-SOUTH FENCE LINE AND 5 FEET
 NO0415'SOUTHEAST OF WITNESS POST.  IT IS STAMPED KELLER 1949 AND
 NO0415'PROJECTS 4 INCHES.
 NO0415'
 NO0415'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 98 FEET
 NO0415'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KELLER NO 1 1949
 NO0415'AND PROJECTS 4 INCHES.
 NO0415'
 NO0415'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 90 FEET EAST
 NO0415'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KELLER NO 2 1949
 NO0415'AND PROJECTS 3 INCHES.
 NO0415'
 NO0415'THE AZIMUTH MARK IS NORTH-NORTHEAST OF STATION, ON THE HIGHEST
 NO0415'POINT OF SMALL SAND HILL, 0.1 MILE NORTHEAST OF WINDMILL AND
 NO0415'1 FOOT SOUTH OF WITNESS POST.  IT IS STAMPED KELLER 1949 AND
 NO0415'PROJECTS 5 INCHES.
 NO0415'
 NO0415'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 NO0415'AND 20 ABOUT 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH
 NO0415'ON U.S. HIGHWAY 83 FOR 29.0 MILES TO SCHOOL ON THE LEFT,
 NO0415'CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 2.45 MILES TO RANCH ROAD
 NO0415'LEFT, TURN LEFT AND GO EAST ON TRACK ROAD FOR 2.65 MILES TO
 NO0415'FORKS NORTH OF HOUSE, KEEP RIGHT FORK STRAIGHT AHEAD FOR 1.1
 NO0415'MILES TO FORKS ABOUT 50 YARD AFTER CROSSING CATTLE GUARD,
 NO0415'TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 3.6 MILES
 NO0415'TO RANCH HOUSE ON THE RIGHT, CONTINUE EAST ON ROAD NORTH
 NO0415'OF HOUSE FOR 0.3 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE
 NO0415'RIGHT FORK FOR 1.35 MILES TO THE KELLER RANCH ON THE RIGHT,
 NO0415'TURN RIGHT ON ROAD EAST OF RANCH BUILDINGS AND GO SOUTH
 NO0415'FOR 0.1 MILE TO GATE, GO THROUGH GATE AND FOLLOW TRACK
 NO0415'ROAD 0.7 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE RIGHT
 NO0415'FORK ON DIM TRACK ROAD FOR 0.5 MILE TO WINDMILL,
 NO0415'CONTINUE ON TRACK ROAD FOR 0.4 MILE TO FORKS, TAKE LEFT
 NO0415'FORK AND GO 0.65 MILE TO WINDMILL AND AZIMUTH MARK
 NO0415'NORTHEAST AS DESCRIBED, TURN RIGHT OFF TRACK ROAD AND GO
 NO0415'SOUTH-SOUTHWEST ACROSS PASTURE FOR 1.15 MILE TO HIGHEST
 NO0415'POINT OF SAND HILL AND THE STATION AS DESCRIBED.
 NO0415'
 NO0415'A 74 FOOT SIGNAL AT STATION GOOSE CREEK (USGS) IS VISIBLE AT
 NO0415'4 FEET.
 NO0415'
 NO0415'A 74 FOOT SIGNAL AT STATION PURDUM IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT
 NO0415'4 FEET.
 NO0415'
 NO0415'A 100 FOOT SIGNAL AT STATION CHERRY N BASE IS VISIBLE AT 4
 NO0415'FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION SKULL IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0420 ***********************************************************************
 LJ0420  DESIGNATION -  KELLY
 LJ0420  PID         -  LJ0420
 LJ0420  STATE/COUNTY-  NE/FRONTIER
 LJ0420  COUNTRY     -  US
 LJ0420  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0420
 LJ0420                         *CURRENT SURVEY CONTROL
 LJ0420  ______________________________________________________________________
 LJ0420* NAD 83(1995) POSITION- 40 21 53.13731(N) 100 10 15.19448(W)   ADJUSTED
 LJ0420* NAVD 88 ORTHO HEIGHT -   771.41  (+/-2cm)     2530.9   (feet) VERTCON
 LJ0420  ______________________________________________________________________
 LJ0420  GEOID HEIGHT    -        -24.202 (meters)                     GEOID18
 LJ0420  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 LJ0420  HORZ ORDER      -  FIRST
 LJ0420  VERT ORDER      -  THIRD ? (See Below)
 LJ0420
 LJ0420.The horizontal coordinates were established by classical geodetic methods
 LJ0420.and adjusted by the National Geodetic Survey in August 1997.
 LJ0420
 LJ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0420
 LJ0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0420.GEOID18 height accuracy estimate available here.
 LJ0420
 LJ0420.The vertical order pertains to the NGVD 29 superseded value.
 LJ0420
 LJ0420.Click photographs - Photos may exist for this station.
 LJ0420
 LJ0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0420
 LJ0420. The following values were computed from the NAD 83(1995) position.
 LJ0420
 LJ0420;                    North         East     Units Scale Factor Converg.
 LJ0420;SPC NE       -    59,019.812   485,487.327   MT  0.99985498   -0 06 47.7
 LJ0420;SPC NE       -   193,634.17  1,592,803.01   sFT  0.99985498   -0 06 47.7
 LJ0420;UTM  14      - 4,468,901.266   400,586.113   MT  0.99972166   -0 45 30.2
 LJ0420
 LJ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0420!SPC NE       -   0.99988280  x   0.99985498  =   0.99973779
 LJ0420!UTM  14      -   0.99988280  x   0.99972166  =   0.99960449
 LJ0420
 LJ0420:                Primary Azimuth Mark                     Grid Az
 LJ0420:SPC NE       -  KELLY AZ MK RESET                        002 11 21.4
 LJ0420:UTM  14      -  KELLY AZ MK RESET                        002 50 03.9
 LJ0420
 LJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0058668901(NAD 83)
 LJ0420
 LJ0420|---------------------------------------------------------------------|
 LJ0420| PID    Reference Object                     Distance      Geod. Az  |
 LJ0420|                                                           dddmmss.s |
 LJ0420| CN8912 KELLY AZ MK RESET                                  0020433.7 |
 LJ0420| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.26.5 KM 0761429.2 |
 LJ0420| CN8915 KELLY RM 3                           23.662 METERS 09759     |
 LJ0420| LH1015 OXFORD MUNICIPAL TANK               APPROX.47.4 KM 1045937.1 |
 LJ0420| LH1038 ARAPAHOE CHURCH SPIRE               APPROX.23.6 KM 1054809.1 |
 LJ0420| LH1035 EDISON MUNICIPAL TANK               APPROX.35.1 KM 1061658.5 |
 LJ0420| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX.24.4 KM 1063652.0 |
 LJ0420| CN8913 KELLY RM 1                           42.708 METERS 17510     |
 LJ0420| LJ0419 CAMBRIDGE ST JOHNS CH SPIRE         APPROX. 9.1 KM 1805740.2 |
 LJ0420| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX. 8.7 KM 1831730.9 |
 LJ0420| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 9.0 KM 1882956.9 |
 LJ0420| CN8911 KELLY AZ MK                                        1972357.5 |
 LJ0420| CN8914 KELLY RM 2                           31.041 METERS 27555     |
 LJ0420| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.41.0 KM 3315619.1 |
 LJ0420|---------------------------------------------------------------------|
 LJ0420
 LJ0420                          SUPERSEDED SURVEY CONTROL
 LJ0420
 LJ0420  NAD 83(1986)-  40 21 53.14224(N)    100 10 15.19870(W) AD(       ) 1
 LJ0420  NAD 27      -  40 21 53.11515(N)    100 10 13.70573(W) AD(       ) 1
 LJ0420  NGVD 29             771.11   (m)         2529.9    (f) LEVELING    3  
 LJ0420
 LJ0420.Superseded values are not recommended for survey control.
 LJ0420
 LJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0420.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0420
 LJ0420_MARKER: DS = TRIANGULATION STATION DISK
 LJ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0420_STAMPING: KELLY 1934
 LJ0420_MARK LOGO: CGS
 LJ0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0420+STABILITY: SURFACE MOTION
 LJ0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0420+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1983
 LJ0420
 LJ0420  HISTORY     - Date     Condition        Report By
 LJ0420  HISTORY     - 1934     MONUMENTED       CGS
 LJ0420  HISTORY     - 1934     GOOD             CGS
 LJ0420  HISTORY     - 1951     GOOD             CGS
 LJ0420  HISTORY     - 19830428 GOOD             NEDR
 LJ0420
 LJ0420                          STATION DESCRIPTION
 LJ0420
 LJ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0420'STATION IS IN THE NORTHEAST QUARTER OF SEC. 32, T. 5 N., R.
 LJ0420'25 W., 5-1/2 MILES NORTH OF CAMBRIDGE, 4 MILES NORTH AND 14
 LJ0420'MILES WEST OF ARAPAHOE.  ON THE LAND OF J.J. KELLY ESTATE,
 LJ0420'SORENSEN BROTHERS, LESSEES.  IN A NORTHEAST FENCE CORNER,
 LJ0420'FROM WHICH IT IS 10 FEET WEST AND 8 FEET SOUTH, AND IS 14
 LJ0420'INCHES BELOW GROUND.
 LJ0420'
 LJ0420'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 6
 LJ0420'AND THE MAIN STREET IN CAMBRIDGE (PHILLIPS GAS STATION ON
 LJ0420'SOUTHWEST CORNER) BY GOING 0.6 MILE EAST ON U.S. HIGHWAY 6
 LJ0420'TO T-ROAD.  TURN LEFT AND FOLLOW GRADED DIRT ROAD NORTH FOR
 LJ0420'6.3 MILES TO CROSS ROAD.  STATION IS THEN ON LEFT, ON THE
 LJ0420'SOUTHWEST CORNER.
 LJ0420'
 LJ0420'AZIMUTH MARK IS 0.8 MILE SOUTH-SOUTHWEST OF STATION IN FENCE
 LJ0420'LINE, 30 FEET EAST OF CENTERLINE OF DIRT ROAD RUNNING
 LJ0420'NORTH-AND-SOUTH, 0.23 MILE NORTH OF A 90 DEGREE BEND IN THE
 LJ0420'ROAD.  TO REACH FROM STATION FOLLOW DIRT ROAD SOUTH FOR 0.95
 LJ0420'MILE TO MARK ON LEFT.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 1 IS SOUTH OF STATION IN FENCE LINE, 30
 LJ0420'FEET WEST OF CENTERLINE OF ROAD AND 147 FEET SOUTH OF FENCE
 LJ0420'CORNER, AND PROJECTS 8 INCHES ABOVE GROUND.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 2 IS WEST OF STATION IN FENCE LINE, 16 FEET
 LJ0420'SOUTH OF ROAD AND 111 FEET WEST OF FENCE CORNER, AND PROJECTS
 LJ0420'8 INCHES ABOVE THE GROUND.
 LJ0420'
 LJ0420'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LJ0420
 LJ0420                          STATION RECOVERY (1934)
 LJ0420
 LJ0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0420'RECOVERED IN GOOD CONDITION.
 LJ0420
 LJ0420                          STATION RECOVERY (1951)
 LJ0420
 LJ0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0420'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LJ0420'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1934
 LJ0420'REFERENCE MARK NO. 2 WAS IN A FIELD NOW UNDER CULTIVATION
 LJ0420'AND WAS REMOVED AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 LJ0420'THE 1934 AZIMUTH MARK WAS DESTROYED BY ROAD GRADING EQUIPMENT
 LJ0420'AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 LJ0420'
 LJ0420'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0420'
 LJ0420'THE STATION IS LOCATED ABOUT 14.0 MILES WEST AND 4.0 MILES
 LJ0420'NORTH OF ARAPAHOE AND ABOUT 5.5 MILES NORTH OF CAMBRIDGE.
 LJ0420'IT IS 43.0 FEET WEST OF THE CENTER OF A GRADED ROAD, 13.0 FEET
 LJ0420'NORTHWEST OF A POWERLINE BRACE POLE, AND 11.5 FEET WEST-SOUTHWEST
 LJ0420'OF A WITNESS POST, AND 10.5 FEET WEST OF A FENCE AND AT THE
 LJ0420'EAST EDGE OF A CULTIVATED FIELD.  IT IS 1.5 FEET BELOW THE
 LJ0420'SURFACE OF THE GROUND AND IS STAMPED KELLY 1934.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 1 IS 30.0 FEET WEST OF THE CENTER OF
 LJ0420'A GRADED ROAD, 30.0 FEET NORTH OF A TELEPHONE POLE AND 1.0
 LJ0420'FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0420'KELLY NO 1 1934.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 3 IS ACROSS THE ROAD FROM THE STATION,
 LJ0420'35.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 7.0 FEET SOUTH
 LJ0420'OF A NORTHWEST FENCE CORNER, AND 2.0 FEET SOUTH OF A POWERLINE
 LJ0420'POLE AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES AND
 LJ0420'IS STAMPED KELLY NO 3 1951.
 LJ0420'
 LJ0420'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0420'NO. 3 IS 144.4 FEET.
 LJ0420'
 LJ0420'THE AZIMUTH MARK IS 35.0 FEET EAST OF THE CENTER OF A GRADED
 LJ0420'ROAD, 3.0 FEET EAST OF A FENCE AND 2.0 FEET WEST OF A POWERLINE
 LJ0420'POLE.  IT PROJECTS 4 INCHES AND IS STAMPED KELLY 1934 RESET 1951.
 LJ0420'
 LJ0420'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE, GO
 LJ0420'SOUTH ON THE MAIN STREET FOR ONE BLOCK TO U.S. HIGHWAYS NO.
 LJ0420'6 AND 34.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 0.55 MILE
 LJ0420'TO A GRAVELED T ROAD ON THE LEFT JUST AFTER CROSSING A CEMENT
 LJ0420'BRIDGE, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.5
 LJ0420'MILES TO A FORK AT THE END OF THE GRAVEL, TAKE LEFT FORK AND
 LJ0420'GO NORTH AND WEST ON A GRADED ROAD FOR 1.65 MILES TO WHERE
 LJ0420'THE ROAD TURNS NORTH AT A T INTER-SECTION AND THE STATION
 LJ0420'ON THE WEST SIDE OF THE T ROAD AS DESCRIBED.
 LJ0420'
 LJ0420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LJ0420'GRADED ROAD FOR 0.35 MILE TO A POWERLINE POLE ON THE RIGHT
 LJ0420'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0420
 LJ0420                          STATION RECOVERY (1983)
 LJ0420
 LJ0420'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1256 ***********************************************************************
 LH1256  DESIGNATION -  KENESAW ELEVATOR
 LH1256  PID         -  LH1256
 LH1256  STATE/COUNTY-  NE/ADAMS
 LH1256  COUNTRY     -  US
 LH1256  USGS QUAD   -  KENESAW (2017)
 LH1256
 LH1256                         *CURRENT SURVEY CONTROL
 LH1256  ______________________________________________________________________
 LH1256* NAD 83(1995) POSITION- 40 37 12.23477(N) 098 39 28.75051(W)   ADJUSTED
 LH1256  ______________________________________________________________________
 LH1256  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 LH1256  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LH1256  HORZ ORDER      -  THIRD
 LH1256
 LH1256.The horizontal coordinates were established by classical geodetic methods
 LH1256.and adjusted by the National Geodetic Survey in August 1997.
 LH1256
 LH1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1256.GEOID18 height accuracy estimate available here.
 LH1256
 LH1256.Click photographs - Photos may exist for this station.
 LH1256
 LH1256.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1256
 LH1256. The following values were computed from the NAD 83(1995) position.
 LH1256
 LH1256;                    North         East     Units Scale Factor Converg.
 LH1256;SPC NE       -    88,231.408   613,526.569   MT  0.99977708   +0 53 21.7
 LH1256;SPC NE       -   289,472.54  2,012,878.42   sFT  0.99977708   +0 53 21.7
 LH1256;UTM  14      - 4,496,638.302   528,928.440   MT  0.99961030   +0 13 21.6
 LH1256
 LH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2892896638(NAD 83)
 LH1256
 LH1256                          SUPERSEDED SURVEY CONTROL
 LH1256
 LH1256  NAD 83(1986)-  40 37 12.24182(N)    098 39 28.75034(W) AD(       ) 3
 LH1256  NAD 27      -  40 37 12.18900(N)    098 39 27.49800(W) AD(       ) 3
 LH1256  USSD        -  40 37 12.24300(N)    098 39 27.50400(W) AD(       ) 3
 LH1256
 LH1256.Superseded values are not recommended for survey control.
 LH1256
 LH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1256.See file dsdata.pdf to determine how the superseded data were derived.
 LH1256
 LH1256_MARKER: 65 = GRAIN ELEVATOR
 LH1256
 LH1256  HISTORY     - Date     Condition        Report By
 LH1256  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1256  HISTORY     - 1935     GOOD             CGS
 LH1256
 LH1256                          STATION DESCRIPTION
 LH1256
 LH1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1256'THE ORIGINAL ELEVATOR IS STILL STANDING.  A MILL ADDITION
 LH1256'HAS BEEN BUILT ON THE WEST BUT THE ELEVATOR PART IS STILL THE
 LH1256'HIGHEST PART OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1258 ***********************************************************************
 LH1258  DESIGNATION -  KENESAW MUNICIPAL TANK
 LH1258  PID         -  LH1258
 LH1258  STATE/COUNTY-  NE/ADAMS
 LH1258  COUNTRY     -  US
 LH1258  USGS QUAD   -  KENESAW (2017)
 LH1258
 LH1258                         *CURRENT SURVEY CONTROL
 LH1258  ______________________________________________________________________
 LH1258* NAD 83(1995) POSITION- 40 37 16.62099(N) 098 39 45.10346(W)   ADJUSTED
 LH1258  ______________________________________________________________________
 LH1258  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 LH1258  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LH1258  HORZ ORDER      -  THIRD
 LH1258
 LH1258.The horizontal coordinates were established by classical geodetic methods
 LH1258.and adjusted by the National Geodetic Survey in August 1997.
 LH1258
 LH1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1258.GEOID18 height accuracy estimate available here.
 LH1258
 LH1258.Click photographs - Photos may exist for this station.
 LH1258
 LH1258.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1258
 LH1258. The following values were computed from the NAD 83(1995) position.
 LH1258
 LH1258;                    North         East     Units Scale Factor Converg.
 LH1258;SPC NE       -    88,360.706   613,140.240   MT  0.99977676   +0 53 10.8
 LH1258;SPC NE       -   289,896.75  2,011,610.94   sFT  0.99977676   +0 53 10.8
 LH1258;UTM  14      - 4,496,772.063   528,543.705   MT  0.99961003   +0 13 11.0
 LH1258
 LH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2854396772(NAD 83)
 LH1258
 LH1258                          SUPERSEDED SURVEY CONTROL
 LH1258
 LH1258  NAD 83(1986)-  40 37 16.62826(N)    098 39 45.10349(W) AD(       ) 3
 LH1258  NAD 27      -  40 37 16.57800(N)    098 39 43.85300(W) AD(       ) 3
 LH1258
 LH1258.Superseded values are not recommended for survey control.
 LH1258
 LH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1258.See file dsdata.pdf to determine how the superseded data were derived.
 LH1258
 LH1258_MARKER: 53 = ELEVATED TANK
 LH1258
 LH1258  HISTORY     - Date     Condition        Report By
 LH1258  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1258
 LH1258                          STATION DESCRIPTION
 LH1258
 LH1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1258'THE STATION IS LOCATED 0.2 MILE WEST OF THE DEPOT AT THE WEST
 LH1258'EDGE OF KENESAW.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE
 LH1258'TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.  THE
 LH1258'TANK IS SILVER IN COLOR AND HAS THE BLACK LETTERING KENESAW ON
 LH1258'THE NORTH AND SOUTH SIDES.  THERE IS A SMALL STEEL PICKET FENCE
 LH1258'ENCIRCLING THE TOP OF THE TANK.
 LH1258'
 LH1258'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1261 ***********************************************************************
 LH1261  DESIGNATION -  KENESAW SCHOOLHOUSE CUPOLA
 LH1261  PID         -  LH1261
 LH1261  STATE/COUNTY-  NE/ADAMS
 LH1261  COUNTRY     -  US
 LH1261  USGS QUAD   -  KENESAW (2017)
 LH1261
 LH1261                         *CURRENT SURVEY CONTROL
 LH1261  ______________________________________________________________________
 LH1261* NAD 83(1995) POSITION- 40 37 20.72837(N) 098 39 29.86290(W)   ADJUSTED
 LH1261  ______________________________________________________________________
 LH1261  GEOID HEIGHT    -        -24.996 (meters)                     GEOID18
 LH1261  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LH1261  HORZ ORDER      -  THIRD
 LH1261
 LH1261.The horizontal coordinates were established by classical geodetic methods
 LH1261.and adjusted by the National Geodetic Survey in August 1997.
 LH1261
 LH1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1261.GEOID18 height accuracy estimate available here.
 LH1261
 LH1261.Click photographs - Photos may exist for this station.
 LH1261
 LH1261.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1261
 LH1261. The following values were computed from the NAD 83(1995) position.
 LH1261
 LH1261;                    North         East     Units Scale Factor Converg.
 LH1261;SPC NE       -    88,492.909   613,496.367   MT  0.99977645   +0 53 20.9
 LH1261;SPC NE       -   290,330.49  2,012,779.33   sFT  0.99977645   +0 53 20.9
 LH1261;UTM  14      - 4,496,900.092   528,901.288   MT  0.99961028   +0 13 20.9
 LH1261
 LH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2890196900(NAD 83)
 LH1261
 LH1261                          SUPERSEDED SURVEY CONTROL
 LH1261
 LH1261  NAD 83(1986)-  40 37 20.73563(N)    098 39 29.86284(W) AD(       ) 3
 LH1261  NAD 27      -  40 37 20.68000(N)    098 39 28.61000(W) AD(       ) 3
 LH1261  USSD        -  40 37 20.74000(N)    098 39 28.62000(W) AD(       ) 3
 LH1261
 LH1261.Superseded values are not recommended for survey control.
 LH1261
 LH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1261.See file dsdata.pdf to determine how the superseded data were derived.
 LH1261
 LH1261_MARKER: 86 = CUPOLA
 LH1261
 LH1261  HISTORY     - Date     Condition        Report By
 LH1261  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1261  HISTORY     - 1935     POOR             CGS
 LH1261
 LH1261                          STATION DESCRIPTION
 LH1261
 LH1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1261'THE ORIGINAL SCHOOL HOUSE AT KENESAW HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1072 ***********************************************************************
 LH1072  DESIGNATION -  KENNEBEC
 LH1072  PID         -  LH1072
 LH1072  STATE/COUNTY-  NE/DAWSON
 LH1072  COUNTRY     -  US
 LH1072  USGS QUAD   -  BUFFALO (2017)
 LH1072
 LH1072                         *CURRENT SURVEY CONTROL
 LH1072  ______________________________________________________________________
 LH1072* NAD 83(1995) POSITION- 40 57 35.90479(N) 099 45 30.77878(W)   ADJUSTED
 LH1072* NAVD 88 ORTHO HEIGHT -   836.    (meters)     2743.    (feet) SCALED
 LH1072  ______________________________________________________________________
 LH1072  GEOID HEIGHT    -        -23.463 (meters)                     GEOID18
 LH1072  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LH1072  HORZ ORDER      -  SECOND
 LH1072
 LH1072.The horizontal coordinates were established by classical geodetic methods
 LH1072.and adjusted by the National Geodetic Survey in August 1997.
 LH1072
 LH1072.The orthometric height was scaled from a topographic map.
 LH1072
 LH1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1072.GEOID18 height accuracy estimate available here.
 LH1072
 LH1072.Click photographs - Photos may exist for this station.
 LH1072
 LH1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1072
 LH1072. The following values were computed from the NAD 83(1995) position.
 LH1072
 LH1072;                    North         East     Units Scale Factor Converg.
 LH1072;SPC NE       -   125,115.544   520,320.704   MT  0.99970367   +0 09 36.0
 LH1072;SPC NE       -   410,483.25  1,707,085.51   sFT  0.99970367   +0 09 36.0
 LH1072;UTM  14      - 4,534,590.769   436,165.968   MT  0.99965015   -0 29 50.2
 LH1072
 LH1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1072!SPC NE       -   0.99987251  x   0.99970367  =   0.99957622
 LH1072!UTM  14      -   0.99987251  x   0.99965015  =   0.99952271
 LH1072
 LH1072:                Primary Azimuth Mark                     Grid Az
 LH1072:SPC NE       -  KENNEBEC AZ MK                           127 46 09.2
 LH1072:UTM  14      -  KENNEBEC AZ MK                           128 25 35.4
 LH1072
 LH1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3616534590(NAD 83)
 LH1072
 LH1072|---------------------------------------------------------------------|
 LH1072| PID    Reference Object                     Distance      Geod. Az  |
 LH1072|                                                           dddmmss.s |
 LH1072| CN8918 KENNEBEC RM 2                        12.368 METERS 07626     |
 LH1072| CN8916 KENNEBEC AZ MK                                     1275545.2 |
 LH1072| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.20.3 KM 1764706.2 |
 LH1072| CN8917 KENNEBEC RM 1                        11.738 METERS 33412     |
 LH1072|---------------------------------------------------------------------|
 LH1072
 LH1072                          SUPERSEDED SURVEY CONTROL
 LH1072
 LH1072  NAD 83(1986)-  40 57 35.91186(N)    099 45 30.78355(W) AD(       ) 2
 LH1072  NAD 27      -  40 57 35.88400(N)    099 45 29.37700(W) AD(       ) 2
 LH1072
 LH1072.Superseded values are not recommended for survey control.
 LH1072
 LH1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1072.See file dsdata.pdf to determine how the superseded data were derived.
 LH1072
 LH1072_MARKER: DS = TRIANGULATION STATION DISK
 LH1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1072_STAMPING: KENNEBEC 1951
 LH1072_MARK LOGO: CGS
 LH1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1072+STABILITY: SURFACE MOTION
 LH1072
 LH1072  HISTORY     - Date     Condition        Report By
 LH1072  HISTORY     - 1951     MONUMENTED       CGS
 LH1072  HISTORY     - 1966     GOOD             CGS
 LH1072
 LH1072                          STATION DESCRIPTION
 LH1072
 LH1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1072'THE STATION IS LOCATED ABOUT 13.0 MILES NORTH OF LEXINGTON AND
 LH1072'ABOUT 8.0 MILES SOUTHWEST OF EDDYVILLE IN AN OPEN PASTURE ON THE
 LH1072'HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE.  145 FEET
 LH1072'SOUTHEAST OF A FENCE CORNER AND 4 FEET NORTH OF A WITNESS POST.
 LH1072'IT IS STAMPED KENNEBEC 1951 AND PROJECTS 3 INCHES.
 LH1072'
 LH1072'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON ABOUT THE SAME
 LH1072'ELEVATION AS THE STATION.  IT IS STAMPED KENNEBEC NO 1 1951 AND
 LH1072'PROJECTS 4 INCHES.
 LH1072'
 LH1072'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT 2 FEET
 LH1072'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED KENNEBEC NO 2
 LH1072'1951 AND PROJECTS 3 INCHES.
 LH1072'
 LH1072'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 61.54 FEET.
 LH1072'
 LH1072'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 50 FEET WEST
 LH1072'OF A T FENCE CORNER, 2 FEET WEST OF A WITNESS POST AND 2 FEET
 LH1072'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KENNEBEC 1951 AND
 LH1072'PROJECTS 3 INCHES.
 LH1072'
 LH1072'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION IN
 LH1072'LEXINGTON, GO WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO JUNCTION
 LH1072'WITH STATE HIGHWAY 21, TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 LH1072'21 FOR 7.5 MILES TO A CROSSROAD AND SCHOOLHOUSE ON RIGHT, CONTINUE
 LH1072'NORTH ON STATE HIGHWAY 21 FOR 4.6 MILES TO A T FENCE CORNER AND
 LH1072'AZIMUTH MARK ON LEFT AS DESCRIBED.  TURN LEFT THROUGH GATE IN
 LH1072'NORTH-SOUTH FENCE LINE, TURN SHARP RIGHT AND GO NORTH AND
 LH1072'NORTHWEST UP HILL FOR 0.3 MILE TO TOP OF HILL, CONTINUE
 LH1072'NORTHWEST ACROSS RAVINE FOR 0.3 MILE TO NORTH END OF
 LH1072'NORTH-SOUTH RIDGE, TURN LEFT AND GO SOUTH ALONG TOP OF RIDGE
 LH1072'FOR 0.1 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 LH1072'
 LH1072'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LH1072
 LH1072                          STATION RECOVERY (1966)
 LH1072
 LH1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1072'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LH1072'CONDITION.
 LH1072'
 LH1072'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM LEXINGTON IS
 LH1072'ADEQUATE FOR RECOVERY.
 LH1072'
 LH1072'THE AZIMUTH MARK WAS RECOVERED 75 FEET WEST OF THE WEST EDGE OF THE
 LH1072'ROAD RIGHT OF WAY, 24 FEET SOUTH OF A LOADING CHUTE AND 11 FEET
 LH1072'WEST OF A CORRAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0446 ***********************************************************************
 NO0446  DESIGNATION -  KENNEDY
 NO0446  PID         -  NO0446
 NO0446  STATE/COUNTY-  NE/CHERRY
 NO0446  COUNTRY     -  US
 NO0446  USGS QUAD   -  WINDMILL LAKE (2017)
 NO0446
 NO0446                         *CURRENT SURVEY CONTROL
 NO0446  ______________________________________________________________________
 NO0446* NAD 83(1995) POSITION- 42 31 15.99489(N) 100 55 16.46747(W)   ADJUSTED
 NO0446* NAVD 88 ORTHO HEIGHT -  1024.0   (meters)     3360.    (feet) VERTCON
 NO0446  ______________________________________________________________________
 NO0446  GEOID HEIGHT    -        -20.720 (meters)                     GEOID18
 NO0446  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 NO0446  HORZ ORDER      -  FIRST
 NO0446
 NO0446.The horizontal coordinates were established by classical geodetic methods
 NO0446.and adjusted by the National Geodetic Survey in August 1997.
 NO0446
 NO0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0446
 NO0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0446.GEOID18 height accuracy estimate available here.
 NO0446
 NO0446.Click photographs - Photos may exist for this station.
 NO0446
 NO0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0446
 NO0446. The following values were computed from the NAD 83(1995) position.
 NO0446
 NO0446;                    North         East     Units Scale Factor Converg.
 NO0446;SPC NE       -   298,830.677   424,315.757   MT  0.99981579   -0 36 37.8
 NO0446;SPC NE       -   980,413.65  1,392,109.28   sFT  0.99981579   -0 36 37.8
 NO0446;UTM  14      - 4,709,425.654   342,189.562   MT  0.99990641   -1 17 55.5
 NO0446
 NO0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0446!SPC NE       -   0.99984268  x   0.99981579  =   0.99965850
 NO0446!UTM  14      -   0.99984268  x   0.99990641  =   0.99974910
 NO0446
 NO0446:                Primary Azimuth Mark                     Grid Az
 NO0446:SPC NE       -  KENNEDY AZ MK                            163 24 58.0
 NO0446:UTM  14      -  KENNEDY AZ MK                            164 06 15.7
 NO0446
 NO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4218909425(NAD 83)
 NO0446
 NO0446|---------------------------------------------------------------------|
 NO0446| PID    Reference Object                     Distance      Geod. Az  |
 NO0446|                                                           dddmmss.s |
 NO0446| CO3838 KENNEDY RM 1                         29.111 METERS 11338     |
 NO0446| CO3837 KENNEDY AZ MK                                      1624820.2 |
 NO0446| CO3839 KENNEDY RM 2                         30.361 METERS 19404     |
 NO0446|---------------------------------------------------------------------|
 NO0446
 NO0446                          SUPERSEDED SURVEY CONTROL
 NO0446
 NO0446  NAD 83(1986)-  42 31 15.99401(N)    100 55 16.47495(W) AD(       ) 1
 NO0446  NAD 27      -  42 31 15.98200(N)    100 55 14.93200(W) AD(       ) 1
 NO0446  NGVD 29 (07/19/86) 1023.7    (m)         3359.     (f) VERT ANG       
 NO0446
 NO0446.Superseded values are not recommended for survey control.
 NO0446
 NO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0446.See file dsdata.pdf to determine how the superseded data were derived.
 NO0446
 NO0446_MARKER: DS = TRIANGULATION STATION DISK
 NO0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0446_STAMPING: KENNEDY 1933
 NO0446_MARK LOGO: CGS
 NO0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0446+STABILITY: SURFACE MOTION
 NO0446
 NO0446  HISTORY     - Date     Condition        Report By
 NO0446  HISTORY     - 1933     MONUMENTED       CGS
 NO0446  HISTORY     - 1949     GOOD             CGS
 NO0446
 NO0446                          STATION DESCRIPTION
 NO0446
 NO0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0446'ABOUT 12 MILES SOUTHWEST OF SIMEON POST OFFICE AND 2 MILES WEST
 NO0446'OF KENNEDY POST OFFICE IN THE NORTHEAST QUARTER OF SEC. 2, T.
 NO0446'29 N., R. 31 W., ON LAND BELIEVED TO BE IN PIERCY PASTURE.
 NO0446'REACHED FROM SIMEON POST OFFICE BY G.P. HIGHWAY SOUTHWEST 9.0
 NO0446'MILES TO ELK FILLING STATION.  GO WEST FROM HERE 5.9 MILES.
 NO0446'STATION IS ON RIGHT HAND FROM HERE AND TRUCK CAN BE DRIVEN TO
 NO0446'WITHIN FIFTY YARDS OF IT.  IT IS ON HIGHEST POINT OF THIS
 NO0446'SAND HILL AND IS NOT VISIBLE FROM BASE.
 NO0446'
 NO0446'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION DOWN SLOPE.
 NO0446'
 NO0446'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION DOWN SLOPE.
 NO0446'MEASUREMENTS ARE SLOPE DISTANCES.  VERTICAL ANGLES TAKEN.
 NO0446'
 NO0446'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION ON TOP OF
 NO0446'SMALL SAND HILL.
 NO0446'
 NO0446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0446'BRONZE DISKS SET AS DESCRIBED.
 NO0446'
 NO0446'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NO0446
 NO0446                          STATION RECOVERY (1949)
 NO0446
 NO0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0446'THE STATION, REFERENCE MARKS, NOS 1 AND 2,
 NO0446'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 NO0446'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0446'
 NO0446'THE STATION IS LOCATED ABOUT 31.0 MILES SOUTH-SOUTHWEST OF
 NO0446'VALENTINE ON THE HIGHEST POINT OF A PROMINENT SAND RIDGE IN
 NO0446'A PASTURE AND ON LAND OWNED BY MR. W.W. PIERCY.  IT IS ABOUT
 NO0446'1.0 MILE WEST-NORTHWEST OF THE SWANSON RANCH AND 7 FEET SOUTH
 NO0446'OF WITNESS POST.  IT IS STAMPED KENNEDY 1933 AND PROJECTS
 NO0446'1-1/2 FEET.
 NO0446'
 NO0446'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET ON THE EAST
 NO0446'SLOPE OF THE HILL AND ABOUT 15 FEET LOWER IN ELEVATION THAN
 NO0446'STATION MARK.  IT IS STAMPED KENNEDY NO 1 1933 AND SET FLUSH
 NO0446'WITH THE GROUND SURFACE.
 NO0446'
 NO0446'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE SOUTH
 NO0446'SLOPE OF THE HILL AND ABOUT 15 FEET LOWER IN ELEVATION THAN
 NO0446'STATION MARK.  IT IS STAMPED KENNEDY NO 2 1933 AND SET FLUSH
 NO0446'WITH THE GROUND SURFACE.
 NO0446'
 NO0446'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHEAST OF THE
 NO0446'STATION, SET ON THE HIGH POINT OF A SMALL SAND HILL 1-1/2
 NO0446'FEET NORTHWEST OF WITNESS POST.  IT IS STAMPED KENNEDY AZIMUTH
 NO0446'1933 AND PROJECTS 3 INCHES.  TO REACH FROM STATION, GO
 NO0446'SOUTH-SOUTHEAST ACROSS SAND HILLS FOR ABOUT 0.4 MILE TO THE
 NO0446'MARK AS DESCRIBED.
 NO0446'
 NO0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0446'83 AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO EAST AND
 NO0446'SOUTHEAST ON U.S. HIGHWAYS 20 AND 83 FOR 5.2 MILES TO JUNCTION
 NO0446'OF HIGHWAYS, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 83 FOR
 NO0446'11.4 MILES TO SURFACED ROAD RIGHT, TURN RIGHT AND FOLLOW SURFACED
 NO0446'ROAD WEST AND SOUTH FOR 13.6 MILES TO WILDLIFE REFUGE
 NO0446'HEADQUARTERS ON THE LEFT, CONTINUE ON SURFACED AND SAND ROAD FOR
 NO0446'0.6 MILES TO FORKS, BEAR LEFT CROSSING SMALL BRIDGE FOR 0.1
 NO0446'MILE TO FORKS, BEAR RIGHT AND CONTINUE ON MAIN TRACK ROAD FOR
 NO0446'1.4 MILES TO A T-ROAD LEFT AND SIGN KENNEDY CONTINUE ON
 NO0446'MAIN TRAVELED ROAD FOR 0.9 MILE TO A CATTLE GUARD, CONTINUE FOR
 NO0446'0.25 MILE TO FORKS, BEAR RIGHT FOR 0.6 MILE TO RANCH
 NO0446'HOUSE ON RIGHT, CONTINUE WEST ON MAIN ROAD FOR 0.3 MILE TO
 NO0446'T-ROAD LEFT, TURN LEFT AND GO SOUTH AND WEST ON MAIN
 NO0446'TRAVELED ROAD FOR 1.95 MILES TO WINDMILL ON RIGHT,
 NO0446'CONTINUE WESTERLY ON MAIN ROAD FOR 3.2 MILES TO FORKS, BEAR
 NO0446'RIGHT FOR 0.45 MILE TO FORKS AND ARROW POINTING NORTH TO
 NO0446'KENNEDY, BEAR LEFT ON GRADED ROAD IN A WESTERLY
 NO0446'DIRECTION FOR 4.9 MILES TO FORKS JUST BEFORE REACHING
 NO0446'SWANSONS RANCH ON THE RIGHT, BEAR LEFT AND FOLLOW TELEPHONE
 NO0446'LINE SOUTH AND WEST FOR 1.35 MILE TO A CATTLE GUARD, CROSS
 NO0446'CATTLE GUARD AND CONTINUE WEST FOR 0.2 MILE TO TELEPHONE POLE
 NO0446'NO 9 ON THE RIGHT, TURN RIGHT OFF OF ROAD AND GO NORTH 0.05
 NO0446'MILE TO A WIRE GATE, PASS THROUGH GATE AND PICK ROAD IN A
 NO0446'NORTHEASTERLY DIRECTION OVER SAND HILLS FOR ABOUT 1.0 MILE
 NO0446'TO END OF TRUCK TRAVEL AT EAST BASE OF HIGHEST HILL AND STATION
 NO0446'AS DESCRIBED.
 NO0446'
 NO0446'OBSERVATIONS MADE FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0458 ***********************************************************************
 NQ0458  DESIGNATION -  KENNEDY
 NQ0458  PID         -  NQ0458
 NQ0458  STATE/COUNTY-  NE/SIOUX
 NQ0458  COUNTRY     -  US
 NQ0458  USGS QUAD   -  KIRTLEY (2018)
 NQ0458
 NQ0458                         *CURRENT SURVEY CONTROL
 NQ0458  ______________________________________________________________________
 NQ0458* NAD 83(1995) POSITION- 42 46 41.54520(N) 104 01 09.30503(W)   ADJUSTED
 NQ0458* NAVD 88 ORTHO HEIGHT -  1610.0   (meters)     5282.    (feet) VERTCON
 NQ0458  ______________________________________________________________________
 NQ0458  GEOID HEIGHT    -        -15.499 (meters)                     GEOID18
 NQ0458  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 NQ0458  HORZ ORDER      -  FIRST
 NQ0458
 NQ0458.The horizontal coordinates were established by classical geodetic methods
 NQ0458.and adjusted by the National Geodetic Survey in August 1997.
 NQ0458
 NQ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0458
 NQ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0458.GEOID18 height accuracy estimate available here.
 NQ0458
 NQ0458.Click photographs - Photos may exist for this station.
 NQ0458
 NQ0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 NQ0458
 NQ0458. The following values were computed from the NAD 83(1995) position.
 NQ0458
 NQ0458;                    North         East     Units Scale Factor Converg.
 NQ0458;SPC NE       -   334,626.347   171,239.437   MT  0.99990585   -2 39 48.8
 NQ0458;SPC NE       - 1,097,853.27    561,808.05   sFT  0.99990585   -2 39 48.8
 NQ0458;SPC WY E     -   253,654.763   293,891.798   MT  1.00004592   +0 46 45.6
 NQ0458;SPC WY E     -   832,199.00    964,210.01   sFT  1.00004592   +0 46 45.6
 NQ0458;UTM  13      - 4,736,651.896   580,226.436   MT  0.99967918   +0 39 58.0
 NQ0458
 NQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0458!SPC NE       -   0.99975000  x   0.99990585  =   0.99965587
 NQ0458!SPC WY E     -   0.99975000  x   1.00004592  =   0.99979591
 NQ0458!UTM  13      -   0.99975000  x   0.99967918  =   0.99942926
 NQ0458
 NQ0458:                Primary Azimuth Mark                     Grid Az
 NQ0458:SPC NE       -  KENNEDY AZ MK                            073 45 31.7
 NQ0458:SPC WY E     -  KENNEDY AZ MK                            070 18 57.3
 NQ0458:UTM  13      -  KENNEDY AZ MK                            070 25 44.9
 NQ0458
 NQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8022636651(NAD 83)
 NQ0458
 NQ0458|---------------------------------------------------------------------|
 NQ0458| PID    Reference Object                     Distance      Geod. Az  |
 NQ0458|                                                           dddmmss.s |
 NQ0458| CP9743 KENNEDY AZ MK                                      0710542.9 |
 NQ0458| CP9744 KENNEDY RM 1                         16.490 METERS 12729     |
 NQ0458| CP9745 KENNEDY RM 2                         24.939 METERS 20217     |
 NQ0458|---------------------------------------------------------------------|
 NQ0458
 NQ0458                          SUPERSEDED SURVEY CONTROL
 NQ0458
 NQ0458  NAD 83(1993)-  42 46 41.54509(N)    104 01 09.30506(W) AD(       ) 1
 NQ0458  NAD 83(1986)-  42 46 41.52237(N)    104 01 09.28747(W) AD(       ) 1
 NQ0458  NAD 27      -  42 46 41.64000(N)    104 01 07.52200(W) AD(       ) 1
 NQ0458  NGVD 29 (09/11/89) 1609.3    (m)         5280.     (f) VERT ANG       
 NQ0458
 NQ0458.Superseded values are not recommended for survey control.
 NQ0458
 NQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0458.See file dsdata.pdf to determine how the superseded data were derived.
 NQ0458
 NQ0458_MARKER: DS = TRIANGULATION STATION DISK
 NQ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0458_STAMPING: KENNEDY 1941
 NQ0458_MARK LOGO: CGS
 NQ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0458+STABILITY: SURFACE MOTION
 NQ0458
 NQ0458  HISTORY     - Date     Condition        Report By
 NQ0458  HISTORY     - 1941     MONUMENTED       CGS
 NQ0458  HISTORY     - 1974     GOOD             USGS
 NQ0458
 NQ0458                          STATION DESCRIPTION
 NQ0458
 NQ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NQ0458'STATION IS LOCATED ON THE HIGHEST OF A GROUP OF HILLS ON A
 NQ0458'RIDGE THAT IS ABOUT 6.5 MILES N AND 7 MILES W OF HARRISON IN
 NQ0458'THE NW 1/4 SEC. 4, T. 32 N, R. 57 W.  IT IS 3 FEET NE OF A WHITE
 NQ0458'REFERENCE POST, IS STAMPED KENNEDY 1941, AND PROJECTS 4 INCHES.
 NQ0458'
 NQ0458'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 NQ0458'ARE STANDARD DISKS SET IN CONCRETE.
 NQ0458'
 NQ0458'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 NQ0458'HOLE IN OUTCROPPING BEDROCK AND STAMPED KENNEDY NO. 1 1941.
 NQ0458'
 NQ0458'REFERENCE MARK NO. 2 IS STAMPED KENNEDY NO. 2 1941 AND PROJECTS
 NQ0458'6 INCHES.
 NQ0458'
 NQ0458'THE AZIMUTH MARK IS 2 FEET N OF A FENCE, 5 FEET W OF A WHITE
 NQ0458'REFERENCE POST AND 33 FEET SW OF A TELEPHONE POLE.  IT IS
 NQ0458'STAMPED KENNEDY 1941 AND PROJECTS 12 INCHES.
 NQ0458'
 NQ0458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 NQ0458'AND U.S. HIGHWAY 20 ON THE N EDGE OF HARRISON GO N ON STATE
 NQ0458'HIGHWAY 19 FOR 2.5 MILES, JUST BEFORE REACHING A SCHOOLHOUSE
 NQ0458'ON THE RIGHT, TURN LEFT ON A DIRT ROAD FOR 1.2 MILES THEN GURN
 NQ0458'LEFT (W) FOR 6.4 MILES, THEN RIGHT (N) FOR 1.8 MILES TO A CATTLE
 NQ0458'GUARD, PASS THROUGH THE CATTLE GUARD AND TURN LEFT (W) ON A
 NQ0458'TRAIL ROAD THROUGH PASTURE FOR 0.4 MILE AND THE AZIMUTH MARK
 NQ0458'0.15 MILE ON THE LEFT.  CONTINUE W FOR 0.3 MILE TO A WIRE
 NQ0458'GATE, JUST BEFORD REACHING SCHOOLHOUSE ON THE RIGHT, TURN LEFT
 NQ0458'(S) THROUGH GATE AND CROSS PASTURE (SW) FOR 0.5 MILE TO THE
 NQ0458'TOP OF THE HIGHEST HILL AND THE STATION.
 NQ0458'
 NQ0458'A 64-FOOT SIGNAL AT KIRTLEY IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'A 4-FOOT SIGNAL AT FLUENT IS VISIBLE AT 77 FEET.
 NQ0458'
 NQ0458'A 77-FOOT SIGNAL AT DIECKMAN IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'A 4-FOOT SIGNAL AT TIPTON IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'A 24-FOOT SIGNAL AT ELLICOTT IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NQ0458
 NQ0458                          STATION RECOVERY (1974)
 NQ0458
 NQ0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NQ0458'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NQ0458'HIGHWAY 29 IN THE NORTH EDGE OF HARRISON, NEBRASKA, GO NORTH ON
 NQ0458'PAVED ROAD FOR 3.2 MILSES.  TURN LEFT OFF PAVED ROAD AND FOLLOW MAIN
 NQ0458'GRADED ROAD WEST AND NORTHWEST FOR 6.6 MILES TO WHERE THE ROAD MAKES
 NQ0458'A SHARP CURVE TO THE NORTH.  CONTINUE ON NORTH FOR 0.85 MILE TO A
 NQ0458'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD WEST
 NQ0458'AND NORTHWEST FOR 1.5 MILES TO MICROWAVE TOWER.  THE STATION IS
 NQ0458'8.8 FEET WEST OF THE MICROWAVE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0483 ***********************************************************************
 LK0483  DESIGNATION -  KETTLE
 LK0483  PID         -  LK0483
 LK0483  STATE/COUNTY-  NE/PERKINS
 LK0483  COUNTRY     -  US
 LK0483  USGS QUAD   -  VENANGO NE (2019)
 LK0483
 LK0483                         *CURRENT SURVEY CONTROL
 LK0483  ______________________________________________________________________
 LK0483* NAD 83(1995) POSITION- 40 56 16.29684(N) 102 00 48.52184(W)   ADJUSTED
 LK0483* NAVD 88 ORTHO HEIGHT -  1104.5   (meters)     3624.    (feet) VERTCON
 LK0483  ______________________________________________________________________
 LK0483  GEOID HEIGHT    -        -20.829 (meters)                     GEOID18
 LK0483  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 LK0483  HORZ ORDER      -  SECOND
 LK0483
 LK0483.The horizontal coordinates were established by classical geodetic methods
 LK0483.and adjusted by the National Geodetic Survey in August 1997.
 LK0483
 LK0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0483
 LK0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0483.GEOID18 height accuracy estimate available here.
 LK0483
 LK0483.Click photographs - Photos may exist for this station.
 LK0483
 LK0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0483
 LK0483. The following values were computed from the NAD 83(1995) position.
 LK0483
 LK0483;                    North         East     Units Scale Factor Converg.
 LK0483;SPC NE       -   124,605.905   330,501.569   MT  0.99970739   -1 20 03.6
 LK0483;SPC NE       -   408,811.21  1,084,320.56   sFT  0.99970739   -1 20 03.6
 LK0483;UTM  13      - 4,536,154.665   751,423.091   MT  1.00037810   +1 57 28.5
 LK0483;UTM  14      - 4,536,232.605   246,307.247   MT  1.00039222   -1 58 32.2
 LK0483
 LK0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0483!SPC NE       -   0.99983005  x   0.99970739  =   0.99953749
 LK0483!UTM  13      -   0.99983005  x   1.00037810  =   1.00020809
 LK0483!UTM  14      -   0.99983005  x   1.00039222  =   1.00022220
 LK0483
 LK0483:                Primary Azimuth Mark                     Grid Az
 LK0483:SPC NE       -  KETTLE AZ MK                             000 52 49.4
 LK0483:UTM  13      -  KETTLE AZ MK                             357 35 17.3
 LK0483:UTM  14      -  KETTLE AZ MK                             001 31 18.0
 LK0483
 LK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5142336154(NAD 83)
 LK0483
 LK0483|---------------------------------------------------------------------|
 LK0483| PID    Reference Object                     Distance      Geod. Az  |
 LK0483|                                                           dddmmss.s |
 LK0483| CP8384 KETTLE RM 1                          12.547 METERS 00335     |
 LK0483| CP8385 KETTLE RM 2                          12.243 METERS 09134     |
 LK0483| CP8383 KETTLE AZ MK                                       3593245.8 |
 LK0483|---------------------------------------------------------------------|
 LK0483
 LK0483                          SUPERSEDED SURVEY CONTROL
 LK0483
 LK0483  NAD 83(1992)-  40 56 16.29696(N)    102 00 48.52240(W) AD(       ) 2
 LK0483  NAD 83(1986)-  40 56 16.29677(N)    102 00 48.52235(W) AD(       ) 2
 LK0483  NAD 27      -  40 56 16.31530(N)    102 00 46.86870(W) AD(       ) 2
 LK0483  NGVD 29 (07/19/86) 1104.0    (m)         3622.     (f) VERT ANG       
 LK0483
 LK0483.Superseded values are not recommended for survey control.
 LK0483
 LK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0483.See file dsdata.pdf to determine how the superseded data were derived.
 LK0483
 LK0483_MARKER: DS = TRIANGULATION STATION DISK
 LK0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0483_STAMPING: KETTLE 1963
 LK0483_MARK LOGO: CGS
 LK0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0483+STABILITY: SURFACE MOTION
 LK0483
 LK0483  HISTORY     - Date     Condition        Report By
 LK0483  HISTORY     - 1963     MONUMENTED       CGS
 LK0483  HISTORY     - 1971     GOOD             USGS
 LK0483
 LK0483                          STATION DESCRIPTION
 LK0483
 LK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0483'THE STATION IS LOCATED 14 MILES EAST-SOUTHEAST OF JULESBURG,
 LK0483'13 MILES SOUTHWEST OF BRULE, 9-1/2 MILES EAST-SOUTHEAST OF
 LK0483'BIG SPRINGS, 2 MILES EAST OF THE COLORADO-NEBRASKA STATE LINE, ON
 LK0483'THE EAST SIDE OF AN ABANDONED SECTION LINE ROAD.
 LK0483'
 LK0483'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIG SPRINGS,
 LK0483'GO SOUTH ON AN OILED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE
 LK0483'END OF THE OIL.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON A
 LK0483'GRAVELED ROAD FOR 3.2 MILES.  TURN LEFT AND AND GO EAST ON A
 LK0483'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON
 LK0483'A GRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN
 LK0483'LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 LK0483'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 LK0483'1.0 MILE TO WHERE MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT
 LK0483'AHEAD AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LK0483'DESCRIBED.  CONTINUES STRAIGHT AHEAD AND GO SOUTH ON A
 LK0483'TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 LK0483'DESCRIBED.
 LK0483'
 LK0483'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 LK0483'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 LK0483'KETTLE 1963.  IT IS 14 FEET EAST OF THE CENTER OF A TRACK ROAD,
 LK0483'4.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 4-1/2 FEET
 LK0483'WEST-SOUTHWEST OF A CORNER POST.
 LK0483'
 LK0483'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LK0483'10-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 LK0483'STAMPED KETTLE NO 1 1963.  IT IS 40 FEET NORTH OF A CORNER
 LK0483'POST, 17 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1.2 FEET
 LK0483'WEST OF A NORTH-SOUTH FENCE LINE.
 LK0483'
 LK0483'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LK0483'10-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 LK0483'KETTLE NO 2 1963.  IT IS 36 FEET EAST OF A CORNER POST AND 2 FEET
 LK0483'SOUTH OF AN EAST-WEST FENCE LINE.
 LK0483'
 LK0483'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 LK0483'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 LK0483'KETTLE 1963.  IT IS 17 FEET SOUTH OF THE CENTER OF A FARM
 LK0483'DRIVE, 12 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 2.6 FEET WEST
 LK0483'OF A POWER POLE WITH A TRANSFORMER AND A WITNESS SIGN.
 LK0483
 LK0483                          STATION RECOVERY (1971)
 LK0483
 LK0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0483'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0483'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0483'
 LK0483'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, WITH
 LK0483'THE FOLLOWING EXCEPTION--THE EAST-WEST FENCELINE, AND CORNER
 LK0483'POSTS HAVE BEEN REMOVED.
 LK0483'
 LK0483'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0483'DISKS, SET IN CONCRETE POSTS.
 LK0483'
 LK0483'STATION MARK--DISK PROJECTING 0.5 FEET ABOVE GROUND, AND STAMPED
 LK0483'KETTLE 1963.
 LK0483'
 LK0483'REFERENCE MARK NO. 1--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 LK0483'KETTLE NO. 1 1963.
 LK0483'
 LK0483'REFERENCE MARK NO. 2--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0483'STAMPED KETTLE NO. 2 1963.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0398 ***********************************************************************
 NO0398  DESIGNATION -  KEWANEE
 NO0398  PID         -  NO0398
 NO0398  STATE/COUNTY-  NE/CHERRY
 NO0398  COUNTRY     -  US
 NO0398  USGS QUAD   -  SPARKS (2017)
 NO0398
 NO0398                         *CURRENT SURVEY CONTROL
 NO0398  ______________________________________________________________________
 NO0398* NAD 83(1995) POSITION- 42 55 05.97588(N) 100 21 42.88911(W)   ADJUSTED
 NO0398* NAVD 88 ORTHO HEIGHT -   804.    (meters)     2638.    (feet) SCALED
 NO0398  ______________________________________________________________________
 NO0398  GEOID HEIGHT    -        -22.492 (meters)                     GEOID18
 NO0398  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 NO0398  HORZ ORDER      -  THIRD
 NO0398
 NO0398.The horizontal coordinates were established by classical geodetic methods
 NO0398.and adjusted by the National Geodetic Survey in August 1997.
 NO0398
 NO0398.The orthometric height was scaled from a topographic map.
 NO0398
 NO0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0398.GEOID18 height accuracy estimate available here.
 NO0398
 NO0398.Click photographs - Photos may exist for this station.
 NO0398
 NO0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0398
 NO0398. The following values were computed from the NAD 83(1995) position.
 NO0398
 NO0398;                    North         East     Units Scale Factor Converg.
 NO0398;SPC NE       -   342,610.000   470,451.318   MT  0.99996355   -0 14 23.4
 NO0398;SPC NE       - 1,124,046.31  1,543,472.37   sFT  0.99996355   -0 14 23.4
 NO0398;SPC SD S     -    64,988.534   597,666.494   MT  0.99998096   -0 01 11.0
 NO0398;SPC SD S     -   213,216.55  1,960,844.16   sFT  0.99998096   -0 01 11.0
 NO0398;UTM  14      - 4,752,644.851   388,844.970   MT  0.99975200   -0 55 39.0
 NO0398
 NO0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0398!SPC NE       -   0.99987741  x   0.99996355  =   0.99984096
 NO0398!SPC SD S     -   0.99987741  x   0.99998096  =   0.99985837
 NO0398!UTM  14      -   0.99987741  x   0.99975200  =   0.99962944
 NO0398
 NO0398:                Primary Azimuth Mark                     Grid Az
 NO0398:SPC NE       -  KEWANEE AZ MK                            003 18 18.9
 NO0398:SPC SD S     -  KEWANEE AZ MK                            003 05 06.5
 NO0398:UTM  14      -  KEWANEE AZ MK                            003 59 34.5
 NO0398
 NO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8884452644(NAD 83)
 NO0398
 NO0398|---------------------------------------------------------------------|
 NO0398| PID    Reference Object                     Distance      Geod. Az  |
 NO0398|                                                           dddmmss.s |
 NO0398| CO3840 KEWANEE AZ MK                                      0030355.5 |
 NO0398| CO3841 KEWANEE RM 1                         14.513 METERS 13809     |
 NO0398| CO3842 KEWANEE RM 2                         11.168 METERS 22739     |
 NO0398|---------------------------------------------------------------------|
 NO0398
 NO0398                          SUPERSEDED SURVEY CONTROL
 NO0398
 NO0398  NAD 83(1986)-  42 55 05.97811(N)    100 21 42.90186(W) AD(       ) 3
 NO0398  NAD 27      -  42 55 05.94600(N)    100 21 41.43800(W) AD(       ) 3
 NO0398
 NO0398.Superseded values are not recommended for survey control.
 NO0398
 NO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0398.See file dsdata.pdf to determine how the superseded data were derived.
 NO0398
 NO0398_MARKER: DS = TRIANGULATION STATION DISK
 NO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0398_STAMPING: KEWANEE 1949
 NO0398_MARK LOGO: CGS
 NO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0398+STABILITY: SURFACE MOTION
 NO0398
 NO0398  HISTORY     - Date     Condition        Report By
 NO0398  HISTORY     - 1949     MONUMENTED       CGS
 NO0398
 NO0398                          STATION DESCRIPTION
 NO0398
 NO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0398'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE ROUTE 7,
 NO0398'ABOUT 12 MILES EAST-NORTHEAST FROM VALENTINE, ABOUT 5-1/2
 NO0398'MILES WEST-SOUTHWEST OF SPARKS, 43 FEET EAST FROM THE CENTER
 NO0398'OF THE HIGHWAY, 5 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET
 NO0398'WEST OF THE FENCE LINE.  IT IS STAMPED KEWANEE 1949 AND PROJECTS
 NO0398'2 INCHES.
 NO0398'
 NO0398'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE.  IT PROJECTS 3 INCHES
 NO0398'AND IS STAMPED KEWANEE NO 1 1949.
 NO0398'
 NO0398'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 NO0398'PROJECTS 2 INCHES AND IS STAMPED KEWANEE NO 2 1949.
 NO0398'
 NO0398'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NO0398'IS 59.81 FEET.
 NO0398'
 NO0398'THE AZIMUTH MARK IS SET IN A FENCE CORNER, 38 FEET EAST FROM
 NO0398'THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A WITNESS POST.  IT
 NO0398'PROJECTS 3 INCHES AND IS STAMPED KEWANEE 1949.
 NO0398'
 NO0398'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO NORTH
 NO0398'AND EAST ON STATE ROUTE 7 FOR 12.15 MILES TO THE SECOND BRIDGE
 NO0398'ACROSS THE NIOBRARA RIVER.  THENCE CONTINUE ON THE HIGHWAY FOR
 NO0398'1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NO0398'
 NO0398'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 NO0398'ON STATE ROUTE 7 FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 NO0398'DESCRIBED.
 NO0398'
 NO0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0376 ***********************************************************************
 LJ0376  DESIGNATION -  KEY
 LJ0376  PID         -  LJ0376
 LJ0376  STATE/COUNTY-  NE/DAWSON
 LJ0376  COUNTRY     -  US
 LJ0376  USGS QUAD   -  GOTHENBURG SW (2017)
 LJ0376
 LJ0376                         *CURRENT SURVEY CONTROL
 LJ0376  ______________________________________________________________________
 LJ0376* NAD 83(1995) POSITION- 40 45 56.85265(N) 100 08 17.49876(W)   ADJUSTED
 LJ0376* NAVD 88 ORTHO HEIGHT -   895.    (meters)     2936.    (feet) SCALED
 LJ0376  ______________________________________________________________________
 LJ0376  GEOID HEIGHT    -        -23.462 (meters)                     GEOID18
 LJ0376  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LJ0376  HORZ ORDER      -  FIRST
 LJ0376
 LJ0376.The horizontal coordinates were established by classical geodetic methods
 LJ0376.and adjusted by the National Geodetic Survey in August 1997.
 LJ0376
 LJ0376.The orthometric height was scaled from a topographic map.
 LJ0376
 LJ0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0376.GEOID18 height accuracy estimate available here.
 LJ0376
 LJ0376.Click photographs - Photos may exist for this station.
 LJ0376
 LJ0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0376
 LJ0376. The following values were computed from the NAD 83(1995) position.
 LJ0376
 LJ0376;                    North         East     Units Scale Factor Converg.
 LJ0376;SPC NE       -   103,538.435   488,334.977   MT  0.99974136   -0 05 29.7
 LJ0376;SPC NE       -   339,692.35  1,602,145.67   sFT  0.99974136   -0 05 29.7
 LJ0376;UTM  14      - 4,513,381.404   403,937.152   MT  0.99971358   -0 44 35.7
 LJ0376
 LJ0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0376!SPC NE       -   0.99986325  x   0.99974136  =   0.99960465
 LJ0376!UTM  14      -   0.99986325  x   0.99971358  =   0.99957687
 LJ0376
 LJ0376:                Primary Azimuth Mark                     Grid Az
 LJ0376:SPC NE       -  KEY AZ MK                                220 28 34.6
 LJ0376:UTM  14      -  KEY AZ MK                                221 07 40.6
 LJ0376
 LJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0393713381(NAD 83)
 LJ0376
 LJ0376|---------------------------------------------------------------------|
 LJ0376| PID    Reference Object                     Distance      Geod. Az  |
 LJ0376|                                                           dddmmss.s |
 LJ0376| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.20.9 KM 0532439.3 |
 LJ0376| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX.33.4 KM 0800402.9 |
 LJ0376| CN8926 KEY RM 1                             37.054 METERS 14202     |
 LJ0376| CN8925 KEY AZ MK                                          2202304.9 |
 LJ0376| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX. 8.9 KM 2254802.9 |
 LJ0376| CN8927 KEY RM 2                             45.513 METERS 24003     |
 LJ0376| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.19.2 KM 3543347.2 |
 LJ0376| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.17.4 KM 3543654.1 |
 LJ0376|---------------------------------------------------------------------|
 LJ0376
 LJ0376                          SUPERSEDED SURVEY CONTROL
 LJ0376
 LJ0376  NAD 83(1986)-  40 45 56.85901(N)    100 08 17.50434(W) AD(       ) 1
 LJ0376  NAD 27      -  40 45 56.82841(N)    100 08 16.03619(W) AD(       ) 1
 LJ0376
 LJ0376.Superseded values are not recommended for survey control.
 LJ0376
 LJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0376.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0376
 LJ0376_MARKER: DS = TRIANGULATION STATION DISK
 LJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0376_STAMPING: KEY 1934
 LJ0376_MARK LOGO: CGS
 LJ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0376+STABILITY: SURFACE MOTION
 LJ0376
 LJ0376  HISTORY     - Date     Condition        Report By
 LJ0376  HISTORY     - 1934     MONUMENTED       CGS
 LJ0376  HISTORY     - 1951     GOOD             CGS
 LJ0376
 LJ0376                          STATION DESCRIPTION
 LJ0376
 LJ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0376'STATION IS LOCATED IN SE 1/4 NW 1/4 SEC. 11, T. 9 N., R. 25 W.,
 LJ0376'KEYSTONE TOWNSHIP, ON PROPERTY OF THE PETERSON ESTATE AND
 LJ0376'OCCUPIED BY A.O. HEUMPHEUS.
 LJ0376'
 LJ0376'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LJ0376'HIGHWAY 47 IN GOTHENBURG, GO SOUTH ON STATE HIGHWAY 47 FOR 12.1
 LJ0376'MILES THENCE LEFT (EAST) 1.0 MILE, THENCE LEFT (NORTH) 0.6
 LJ0376'MILE, THENCE RIGHT (EAST) INTO HEUMPHEUS YARD.  CONTINUE EAST
 LJ0376'PAST HOUSE ALONG NORTH SIDE OF EAST-WEST FENCE 0.2 MILE, THENCE
 LJ0376'LEFT (NORTH) 0.05 MILE TO GATE.  TURN RIGHT (EAST) THROUGH
 LJ0376'GATE AND GO 0.3 MILE ACROSS FIELD TO HIGHEST GROUND AND
 LJ0376'STATION.
 LJ0376'
 LJ0376'REFERENCE MARK NO. 1 IS 121.60 FEET (37.063 METERS) SOUTHEAST
 LJ0376'OF STATION AND PROJECTS 5 INCHES ABOVE GROUND.
 LJ0376'
 LJ0376'REFERENCE NO. 2 IS 149.36 FEET (45.525 METERS) SOUTHWEST OF
 LJ0376'STATION AND PROJECTS 5 INCHES ABOVE GROUND.
 LJ0376'
 LJ0376'AZIMUTH MARK IS LOCATED 0.7 MILE SOUTHWEST BY SOUTH OF STATION,
 LJ0376'1 FOOT WEST OF FENCE, 136 FEET EAST OF SOUTHEAST CORNER OF
 LJ0376'SCHOOLHOUSE.  TO REACH FROM STATION, GO WEST 0.3 MILE ACROSS
 LJ0376'FIELD TO GATE, THENCE LEFT (SOUTH) 0.05 MILE, THENCE RIGHT
 LJ0376'(WEST) 0.2 MILE ALONG FENCE TO HOUSE, THENCE LEFT (SOUTH) ONTO
 LJ0376'ROAD.  GO 0.6 MILE TO SCHOOLHOUSE AND MARK ON EAST SIDE OF
 LJ0376'SCHOOL YARD.
 LJ0376'
 LJ0376'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 LJ0376
 LJ0376                          STATION RECOVERY (1951)
 LJ0376
 LJ0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0376'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LJ0376'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LJ0376'A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO.
 LJ0376'1 AND THE AZIMUTH MARK.
 LJ0376'
 LJ0376'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0376'
 LJ0376'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTH OF GOTHENBURG
 LJ0376'AND ABOUT 6.0 MILES NORTHEAST OF FARNAM ON THE HIGHEST POINT
 LJ0376'OF A PROMINENT HILL.  IT IS STAMPED KEY 1934 AND PROJECTS
 LJ0376'4 INCHES.
 LJ0376'
 LJ0376'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ON THE SAME
 LJ0376'ELEVATION AS THE STATION.  IT IS STAMPED KEY NO 1 1934 AND
 LJ0376'PROJECTS 4 INCHES.
 LJ0376'
 LJ0376'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT 1 FOOT
 LJ0376'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED KEY NO 2 1934
 LJ0376'AND PROJECTS 5 INCHES.
 LJ0376'
 LJ0376'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 205.20 FEET.
 LJ0376'
 LJ0376'THE AZIMUTH MARK IS IN THE EAST EDGE OF A SCHOOLYARD, 120
 LJ0376'FEET EAST OF THE SOUTHEAST CORNER OF SCHOOLHOUSE, 2 FEET NORTH
 LJ0376'OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LJ0376'IT IS STAMPED KEY AZI 1934 AND PROJECTS 3 INCHES.
 LJ0376'
 LJ0376'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 LJ0376'IN GOTHENBURG, GO SOUTH ON STATE HIGHWAY 47 FOR 11.4 MILES
 LJ0376'TO A CATTLE GUARD ON LEFT, (CONTINUE SOUTH FOR 0.5 MILE TO A
 LJ0376'CROSSROAD, TURN LEFT AND GO EAST FOR 1.0 MILE TO A SCHOOLYARD
 LJ0376'ON LEFT AND AZIMUTH MARK IN EAST EDGE OF YARD AS DESCRIBED.)
 LJ0376'TURN LEFT THROUGH CATTLE GUARD AND GO EAST AND NORTH ON DIRT
 LJ0376'ROAD FOR 0.9 MILE TO A FARMHOUSE ON LEFT.  TURN RIGHT AND GO
 LJ0376'SOUTHEAST ON TRACK ROAD FOR 0.5 MILE TO A GATE IN NORTH-SOUTH
 LJ0376'FENCE LINE, PASS THROUGH GATE AND GO EAST ACROSS PASTURE FOR
 LJ0376'0.6 MILE TO HIGHEST POINT OF HILL AND STATION AS
 LJ0376'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0711 ***********************************************************************
 NP0711  DESIGNATION -  KIDWELL
 NP0711  PID         -  NP0711
 NP0711  STATE/COUNTY-  NE/BOX BUTTE
 NP0711  COUNTRY     -  US
 NP0711  USGS QUAD   -  SCHOOL NUMBER 7 (2017)
 NP0711
 NP0711                         *CURRENT SURVEY CONTROL
 NP0711  ______________________________________________________________________
 NP0711* NAD 83(1995) POSITION- 42 14 55.68599(N) 103 05 19.51308(W)   ADJUSTED
 NP0711* NAVD 88 ORTHO HEIGHT -  1302.    (meters)     4272.    (feet) SCALED
 NP0711  ______________________________________________________________________
 NP0711  GEOID HEIGHT    -        -18.370 (meters)                     GEOID18
 NP0711  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 NP0711  HORZ ORDER      -  FIRST
 NP0711
 NP0711.The horizontal coordinates were established by classical geodetic methods
 NP0711.and adjusted by the National Geodetic Survey in August 1997.
 NP0711
 NP0711.The orthometric height was scaled from a topographic map.
 NP0711
 NP0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0711.GEOID18 height accuracy estimate available here.
 NP0711
 NP0711.Click photographs - Photos may exist for this station.
 NP0711
 NP0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0711
 NP0711. The following values were computed from the NAD 83(1995) position.
 NP0711
 NP0711;                    North         East     Units Scale Factor Converg.
 NP0711;SPC NE       -   272,737.649   245,213.498   MT  0.99974265   -2 02 48.9
 NP0711;SPC NE       -   894,806.77    804,504.62   sFT  0.99974265   -2 02 48.9
 NP0711;UTM  13      - 4,679,169.442   657,669.651   MT  0.99990588   +1 17 07.1
 NP0711
 NP0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0711!SPC NE       -   0.99979878  x   0.99974265  =   0.99954148
 NP0711!UTM  13      -   0.99979878  x   0.99990588  =   0.99970468
 NP0711
 NP0711:                Primary Azimuth Mark                     Grid Az
 NP0711:SPC NE       -  KIDWELL AZ MK                            091 47 14.9
 NP0711:UTM  13      -  KIDWELL AZ MK                            088 27 18.9
 NP0711
 NP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5766979169(NAD 83)
 NP0711
 NP0711|---------------------------------------------------------------------|
 NP0711| PID    Reference Object                     Distance      Geod. Az  |
 NP0711|                                                           dddmmss.s |
 NP0711| CP9747 KIDWELL RM 1                         21.303 METERS 03850     |
 NP0711| CP9746 KIDWELL AZ MK                                      0894426.0 |
 NP0711| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX.10.0 KM 1130451.8 |
 NP0711| CP9748 KIDWELL RM 2                         22.163 METERS 27114     |
 NP0711|---------------------------------------------------------------------|
 NP0711
 NP0711                          SUPERSEDED SURVEY CONTROL
 NP0711
 NP0711  NAD 83(1993)-  42 14 55.68590(N)    103 05 19.51315(W) AD(       ) 1
 NP0711  NAD 83(1986)-  42 14 55.68423(N)    103 05 19.51085(W) AD(       ) 1
 NP0711  NAD 27      -  42 14 55.82200(N)    103 05 17.78800(W) AD(       ) 1
 NP0711
 NP0711.Superseded values are not recommended for survey control.
 NP0711
 NP0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0711.See file dsdata.pdf to determine how the superseded data were derived.
 NP0711
 NP0711_MARKER: DB = BENCH MARK DISK
 NP0711_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0711_STAMPING: KIDWELL 1946
 NP0711_MARK LOGO: USGS
 NP0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0711
 NP0711  HISTORY     - Date     Condition        Report By
 NP0711  HISTORY     - 1946     MONUMENTED       USGS
 NP0711
 NP0711                          STATION DESCRIPTION
 NP0711
 NP0711'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0711'STATION IS LOCATED 6 MILES WEST-NORTHWEST OF BEREA, 0.25 MILE
 NP0711'NORTHEAST OF A SCHOOL HOUSE, 27 FEET SOUTH OF THE CENTERLINE
 NP0711'OF A GRAVEL ROAD AND 12 INCHES NORTH OF A FENCE LINE.  IT IS
 NP0711'A STANDARD USGS BM DISK SET IN A 5-INCH BY 5-INCH CONCRETE
 NP0711'POST THAT PROJECTS 2 INCHES.  IT IS STAMPED KIDWELL.
 NP0711'
 NP0711'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTERLINE OF
 NP0711'THE GRAVEL ROAD AND 18 INCHES SOUTH OF A WIRE FENCE.  IT IS
 NP0711'STAMPED KIDWELL USGS NO 1 1946 AND PROJECTS 6 INCHES.
 NP0711'
 NP0711'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTERLINE OF THE
 NP0711'GRAVEL ROAD AND 1 FOOT NORTH OF THE FENCE LINE.  IT IS STAMPED
 NP0711'KIDWELL USGS NO 2 1946 AND PROJECTS 6 INCHES.
 NP0711'
 NP0711'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE
 NP0711'GRAVEL ROAD AND 18 INCHES SOUTH OF A WIRE FENCE.  IT IS A
 NP0711'STANDARD USGS BM DISK SET IN A 5-INCH BY 5-INCH CONCRETE POST
 NP0711'THAT PROJECTS 4 INCHES.  IT IS STAMPED TT 17 C 1945
 NP0711'
 NP0711'TO REACH THE STATION FROM THE SCHOOL HOUSE AT THE NORTH EDGE
 NP0711'OF BEREA, GO NORTHWEST ON STATE HIGHWAY NO. 2 FOR 2.55 MILES TO
 NP0711'A CROSSROAD.  THEN LEFT, WEST, FOR 2.55 MILES TO THE AZIMUTH
 NP0711'MARK ON THE RIGHT.  CONTINUE WEST FOR 1.75 MILES TO THE STATION
 NP0711'ON THE LEFT.
 NP0711'
 NP0711'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0246 ***********************************************************************
 MN0246  DESIGNATION -  KIMBALL
 MN0246  PID         -  MN0246
 MN0246  STATE/COUNTY-  NE/KIMBALL
 MN0246  COUNTRY     -  US
 MN0246  USGS QUAD   -  KIMBALL (2017)
 MN0246
 MN0246                         *CURRENT SURVEY CONTROL
 MN0246  ______________________________________________________________________
 MN0246* NAD 83(1995) POSITION- 41 12 30.34710(N) 103 40 04.33939(W)   ADJUSTED
 MN0246* NAVD 88 ORTHO HEIGHT -  1507.152 (meters)     4944.71  (feet) ADJUSTED
 MN0246  ______________________________________________________________________
 MN0246  GEOID HEIGHT    -        -18.732 (meters)                     GEOID18
 MN0246  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 MN0246  DYNAMIC HEIGHT  -       1506.045 (meters)     4941.08  (feet) COMP
 MN0246  MODELED GRAVITY -    979,835.8   (mgal)                       NAVD 88
 MN0246
 MN0246  HORZ ORDER      -  SECOND
 MN0246  VERT ORDER      -  SECOND    CLASS 0
 MN0246
 MN0246.The horizontal coordinates were established by classical geodetic methods
 MN0246.and adjusted by the National Geodetic Survey in August 1997.
 MN0246
 MN0246.The orthometric height was determined by differential leveling and
 MN0246.adjusted by the NATIONAL GEODETIC SURVEY
 MN0246.in June 1991.
 MN0246
 MN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0246.GEOID18 height accuracy estimate available here.
 MN0246
 MN0246.Click photographs - Photos may exist for this station.
 MN0246
 MN0246.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0246
 MN0246.The dynamic height is computed by dividing the NAVD 88
 MN0246.geopotential number by the normal gravity value computed on the
 MN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0246.degrees latitude (g = 980.6199 gals.).
 MN0246
 MN0246.The modeled gravity was interpolated from observed gravity values.
 MN0246
 MN0246. The following values were computed from the NAD 83(1995) position.
 MN0246
 MN0246;                    North         East     Units Scale Factor Converg.
 MN0246;SPC NE       -   159,193.051   192,570.231   MT  0.99967199   -2 25 50.5
 MN0246;SPC NE       -   522,285.87    631,790.83   sFT  0.99967199   -2 25 50.5
 MN0246;UTM  13      - 4,562,750.564   611,681.677   MT  0.99975350   +0 52 39.7
 MN0246
 MN0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0246!SPC NE       -   0.99976659  x   0.99967199  =   0.99943865
 MN0246!UTM  13      -   0.99976659  x   0.99975350  =   0.99952014
 MN0246
 MN0246:                Primary Azimuth Mark                     Grid Az
 MN0246:SPC NE       -  OLIVER                                   256 59 59.9
 MN0246:UTM  13      -  OLIVER                                   253 41 29.7
 MN0246
 MN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1168162750(NAD 83)
 MN0246
 MN0246|---------------------------------------------------------------------|
 MN0246| PID    Reference Object                     Distance      Geod. Az  |
 MN0246|                                                           dddmmss.s |
 MN0246| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX. 8.2 KM 0031306.1 |
 MN0246| MN0247 KIMBALL RM 1                          9.854 METERS 00506     |
 MN0246| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX. 1.7 KM 0180702.0 |
 MN0246| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX. 3.9 KM 0711838.1 |
 MN0246| MN0600 AIRPORT BEACON KIMBALL MUN APT      APPROX. 1.9 KM 1912759.1 |
 MN0246| MN0614 OLIVER                              APPROX.11.3 KM 2543409.4 |
 MN0246| MN0248 KIMBALL RM 2                         11.216 METERS 27235     |
 MN0246| MN0601 KIMBALL YOUNG EXCAVATING MAST       164.637 METERS 34901     |
 MN0246|---------------------------------------------------------------------|
 MN0246
 MN0246                          SUPERSEDED SURVEY CONTROL
 MN0246
 MN0246  NAD 83(1993)-  41 12 30.34619(N)    103 40 04.33920(W) AD(       ) 2
 MN0246  NAD 83(1986)-  41 12 30.33959(N)    103 40 04.33899(W) AD(       ) 2
 MN0246  NAD 27      -  41 12 30.40830(N)    103 40 02.55090(W) AD(       ) 2
 MN0246  NGVD 29 (??/??/92) 1506.452  (m)         4942.42   (f) ADJ UNCH    2 0
 MN0246  NGVD 29            1506.45   (m)         4942.4    (f) LEVELING    3  
 MN0246
 MN0246.Superseded values are not recommended for survey control.
 MN0246
 MN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0246.See file dsdata.pdf to determine how the superseded data were derived.
 MN0246
 MN0246_MARKER: DS = TRIANGULATION STATION DISK
 MN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0246_STAMPING: KIMBALL 1960
 MN0246_MARK LOGO: CGS
 MN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0246+STABILITY: SURFACE MOTION
 MN0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0246+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 MN0246
 MN0246  HISTORY     - Date     Condition        Report By
 MN0246  HISTORY     - 1960     MONUMENTED       CGS
 MN0246  HISTORY     - 1960     GOOD             CGS
 MN0246  HISTORY     - 1963     GOOD             CGS
 MN0246  HISTORY     - 1985     GOOD             DMA
 MN0246  HISTORY     - 20121204 GOOD             INDIV
 MN0246
 MN0246                          STATION DESCRIPTION
 MN0246
 MN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0246'THE STATION IS LOCATED 2 MILES SOUTH OF KIMBALL AT A FARM
 MN0246'HOME OWNED BY MR. EARL YUNG.  IT IS THE HIGHEST POINT IN
 MN0246'THE VICINITY, NEAR THE SOUTHWEST CORNER OF A CONCRETE GARAGE
 MN0246'IN THE SE. 1/4 OF SECTION 6, T. 15 N., R. 55 W.
 MN0246'
 MN0246'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0246'AND STATE HIGHWAY 29 IN KIMBALL GO SOUTH ON STATE HIGHWAY 29
 MN0246'FOR 2 MILES TO A CROSSROAD.  TURN RIGHT, WEST, AND GO 0.1
 MN0246'MILE TO A DRIVEWAY RIGHT LEADING TO A FARM HOUSE.  TURN RIGHT
 MN0246'AND GO 0.1 MILE TO THE STATION ON THE LEFT NEAR THE SOUTHWEST
 MN0246'CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0246'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND
 MN0246'IS STAMPED KIMBALL 1960.  IT IS 10 FEET WEST OF THE SOUTHWEST
 MN0246'CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0246'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MN0246'AND IS STAMPED KIMBALL NO 1 1960.  IT IS 10-1/2 FEET SOUTHWEST
 MN0246'OF THE NORTHWEST CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0246'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MN0246'AND IS STAMPED KIMBALL NO 2 1960.  IT IS 38 FEET WEST OF THE
 MN0246'SOUTHWEST CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 50.05 FEET.
 MN0246'
 MN0246'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 MN0246'
 MN0246'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0246
 MN0246                          STATION RECOVERY (1960)
 MN0246
 MN0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MN0246'2.8 MI SSW FROM KIMBALL.
 MN0246'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0246'NEBRASKA, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 29, THENCE
 MN0246'0.2 MILES WEST ALONG DIRT ROAD, THENCE 0.1 MILE ALONG DIRT ROAD
 MN0246'LEADING TO A FARM HOUSE, 10 FEET WEST OF THE SOUTHWEST CORNER OF A
 MN0246'CONCRETE BUILDING.
 MN0246
 MN0246                          STATION RECOVERY (1963)
 MN0246
 MN0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0246'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MN0246'FOUND TO BE IN GOOD CONDITION.
 MN0246'
 MN0246'THE 1960 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF STATE
 MN0246'HIGHWAY 29.  IT IS NOW STATE HIGHWAY 71.
 MN0246
 MN0246                          STATION RECOVERY (1985)
 MN0246
 MN0246'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0246'KIMBALL 1960 FOUND GOOD.
 MN0246'KIMBALL NO 1 1960 FOUND GOOD.
 MN0246'KIMBALL NO 2 1960 NOT RECOVERED AFTER BRIEF SEARCH.
 MN0246'
 MN0246'THE DESCRIPTIONS OF 1960 AND 1963 ARE ADEQUATE.  THE RIGHT, WEST TURN
 MN0246'OFF STATE HIGHWAY 71 IS 0.6 MILE SOUTH OF THE INTERSECTION OF
 MN0246'HIGHWAY 71 AND INTERSTATE HIGHWAY 80.  THE FARMHOUSE MENTIONED IS
 MN0246'NOW ABANDONED.
 MN0246
 MN0246                          STATION RECOVERY (2012)
 MN0246
 MN0246'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (NK)
 MN0246'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0244 ***********************************************************************
 MN0244  DESIGNATION -  KIMBALL
 MN0244  PID         -  MN0244
 MN0244  STATE/COUNTY-  NE/KIMBALL
 MN0244  COUNTRY     -  US
 MN0244  USGS QUAD   -  KIMBALL (2017)
 MN0244
 MN0244                         *CURRENT SURVEY CONTROL
 MN0244  ______________________________________________________________________
 MN0244* NAD 83(1986) POSITION- 41 14 01.7    (N) 103 39 40.0    (W)   HD_HELD2
 MN0244* NAVD 88 ORTHO HEIGHT -  1438.507 (meters)     4719.50  (feet) ADJUSTED
 MN0244  ______________________________________________________________________
 MN0244  GEOID HEIGHT    -        -18.726 (meters)                     GEOID18
 MN0244  DYNAMIC HEIGHT  -       1437.463 (meters)     4716.08  (feet) COMP
 MN0244  MODELED GRAVITY -    979,847.3   (mgal)                       NAVD 88
 MN0244
 MN0244  VERT ORDER      -  SECOND    CLASS 0
 MN0244
 MN0244.The horizontal coordinates were established by autonomous hand held GPS
 MN0244.observations and have an estimated accuracy of +/- 10 meters.
 MN0244
 MN0244.The orthometric height was determined by differential leveling and
 MN0244.adjusted by the NATIONAL GEODETIC SURVEY
 MN0244.in June 1991.
 MN0244
 MN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0244.GEOID18 height accuracy estimate available here.
 MN0244
 MN0244.Click photographs - Photos may exist for this station.
 MN0244
 MN0244.The dynamic height is computed by dividing the NAVD 88
 MN0244.geopotential number by the normal gravity value computed on the
 MN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0244.degrees latitude (g = 980.6199 gals.).
 MN0244
 MN0244.The modeled gravity was interpolated from observed gravity values.
 MN0244
 MN0244;                    North         East    Units  Estimated Accuracy
 MN0244;SPC NE       -   161,984.      193,256.      MT  (+/- 10 meters HH2 GPS)
 MN0244
 MN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1220565576(NAD 83)
 MN0244
 MN0244                          SUPERSEDED SURVEY CONTROL
 MN0244
 MN0244  NGVD 29 (??/??/92) 1437.815  (m)         4717.23   (f) ADJ UNCH    2 0
 MN0244
 MN0244.Superseded values are not recommended for survey control.
 MN0244
 MN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0244.See file dsdata.pdf to determine how the superseded data were derived.
 MN0244
 MN0244_MARKER: DB = BENCH MARK DISK
 MN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0244_STAMPING: KIMBALL 1934
 MN0244_MARK LOGO: CGS
 MN0244_PROJECTION: FLUSH
 MN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0244+STABILITY: SURFACE MOTION
 MN0244
 MN0244  HISTORY     - Date     Condition        Report By
 MN0244  HISTORY     - 1934     MONUMENTED       CGS
 MN0244  HISTORY     - 1960     GOOD             CGS
 MN0244  HISTORY     - 20170523 GOOD             GEOCAC
 MN0244
 MN0244                          STATION DESCRIPTION
 MN0244
 MN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0244'AT KIMBALL.
 MN0244'AT KIMBALL, KIMBALL COUNTY, AT THE CITY PARK, ABOUT 173 FEET SOUTH
 MN0244'OF EAST FOURTH STREET, ABOUT 149 FEET NORTHWEST OF THE NORTHWEST
 MN0244'CORNER OF A BANDSTAND, AND ABOUT 133 FEET EAST OF THE CENTER LINE
 MN0244'OF SOUTH WALNUT STREET.  A STANDARD DISK, STAMPED KIMBALL 1934 AND
 MN0244'SET IN THE TOP OF A CONCRETE POST.
 MN0244
 MN0244                          STATION RECOVERY (1960)
 MN0244
 MN0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MN0244'RECOVERED IN GOOD CONDITION.
 MN0244
 MN0244                          STATION RECOVERY (2017)
 MN0244
 MN0244'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0244'THE BANDSTAND HAS BEEN RAZED.  ABOUT 125 FT (38.1 M) NORTH-NORTHWEST
 MN0244'FROM THE NORTHWEST CORNER OF THE RESTROOM BUILDING.  THE STAMPING IS
 MN0244'MISSING DUE TO SCRAPES FROM MOWERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0591 ***********************************************************************
 MN0591  DESIGNATION -  KIMBALL COLLIER TV MICROWAVE
 MN0591  PID         -  MN0591
 MN0591  STATE/COUNTY-  NE/KIMBALL
 MN0591  COUNTRY     -  US
 MN0591  USGS QUAD   -  OWASCO (2017)
 MN0591
 MN0591                         *CURRENT SURVEY CONTROL
 MN0591  ______________________________________________________________________
 MN0591* NAD 83(1995) POSITION- 41 13 10.81651(N) 103 37 25.77650(W)   ADJUSTED
 MN0591  ______________________________________________________________________
 MN0591  GEOID HEIGHT    -        -18.794 (meters)                     GEOID18
 MN0591  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 MN0591  HORZ ORDER      -  THIRD
 MN0591
 MN0591.The horizontal coordinates were established by classical geodetic methods
 MN0591.and adjusted by the National Geodetic Survey in August 1997.
 MN0591
 MN0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0591.GEOID18 height accuracy estimate available here.
 MN0591
 MN0591.Click photographs - Photos may exist for this station.
 MN0591
 MN0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0591
 MN0591. The following values were computed from the NAD 83(1995) position.
 MN0591
 MN0591;                    North         East     Units Scale Factor Converg.
 MN0591;SPC NE       -   160,284.327   196,312.089   MT  0.99967100   -2 24 05.4
 MN0591;SPC NE       -   525,866.16    644,067.25   sFT  0.99967100   -2 24 05.4
 MN0591;UTM  13      - 4,564,056.080   615,354.640   MT  0.99976377   +0 54 24.9
 MN0591
 MN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1535464056(NAD 83)
 MN0591
 MN0591                          SUPERSEDED SURVEY CONTROL
 MN0591
 MN0591  NAD 83(1993)-  41 13 10.81571(N)    103 37 25.77670(W) AD(       ) 3
 MN0591  NAD 83(1986)-  41 13 10.80854(N)    103 37 25.77333(W) AD(       ) 3
 MN0591  NAD 27      -  41 13 10.87800(N)    103 37 23.98900(W) AD(       ) 3
 MN0591
 MN0591.Superseded values are not recommended for survey control.
 MN0591
 MN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0591.See file dsdata.pdf to determine how the superseded data were derived.
 MN0591
 MN0591_MARKER: 45 = MICROWAVE TOWER
 MN0591
 MN0591  HISTORY     - Date     Condition        Report By
 MN0591  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0591
 MN0591                          STATION DESCRIPTION
 MN0591
 MN0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0591'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS LOCATED 1-1/2
 MN0591'MILE EAST OF KIMBALL AND 0.1 MILE SOUTH OF U.S. HIGHWAY 30.
 MN0591'
 MN0591'THE TOWER IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 MN0591'RED AND WHITE, HAS A MESH REFLECTOR ON THE EAST SIDE AND NEAR
 MN0591'THE TOP AND A SMALL ANTENNA ON THE TOP.  IT IS 300 FEET IN HEIGHT.
 MN0591'
 MN0591'THE SINGLE RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0582 ***********************************************************************
 MN0582  DESIGNATION -  KIMBALL MOTOROLA COMMUM MAST
 MN0582  PID         -  MN0582
 MN0582  STATE/COUNTY-  NE/KIMBALL
 MN0582  COUNTRY     -  US
 MN0582  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0582
 MN0582                         *CURRENT SURVEY CONTROL
 MN0582  ______________________________________________________________________
 MN0582* NAD 83(1995) POSITION- 41 16 57.04824(N) 103 39 44.45868(W)   ADJUSTED
 MN0582  ______________________________________________________________________
 MN0582  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 MN0582  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 MN0582  HORZ ORDER      -  THIRD
 MN0582
 MN0582.The horizontal coordinates were established by classical geodetic methods
 MN0582.and adjusted by the National Geodetic Survey in August 1997.
 MN0582
 MN0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0582.GEOID18 height accuracy estimate available here.
 MN0582
 MN0582.Click photographs - Photos may exist for this station.
 MN0582
 MN0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0582
 MN0582. The following values were computed from the NAD 83(1995) position.
 MN0582
 MN0582;                    North         East     Units Scale Factor Converg.
 MN0582;SPC NE       -   167,390.958   193,381.126   MT  0.99966615   -2 25 37.3
 MN0582;SPC NE       -   549,181.83    634,451.24   sFT  0.99966615   -2 25 37.3
 MN0582;UTM  13      - 4,570,982.309   612,018.055   MT  0.99975443   +0 52 57.5
 MN0582
 MN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1201870982(NAD 83)
 MN0582
 MN0582                          SUPERSEDED SURVEY CONTROL
 MN0582
 MN0582  NAD 83(1993)-  41 16 57.04754(N)    103 39 44.45817(W) AD(       ) 3
 MN0582  NAD 83(1986)-  41 16 57.04020(N)    103 39 44.45715(W) AD(       ) 3
 MN0582  NAD 27      -  41 16 57.11200(N)    103 39 42.67100(W) AD(       ) 3
 MN0582
 MN0582.Superseded values are not recommended for survey control.
 MN0582
 MN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0582.See file dsdata.pdf to determine how the superseded data were derived.
 MN0582
 MN0582_MARKER: 42 = RADIO/TV MAST
 MN0582
 MN0582  HISTORY     - Date     Condition        Report By
 MN0582  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0582
 MN0582                          STATION DESCRIPTION
 MN0582
 MN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0582'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 3 MILES
 MN0582'NORTH OF KIMBALL AND ALONG THE EAST SIDE OF STATE HIGHWAY 71.
 MN0582'
 MN0582'THE MAST IS A TALL, SLENDER GUYED STEEL STRUCTURE, PAINTED
 MN0582'ALTERNATELY RED AND WHITE, HAS A NUMBER OF SMALL ANTENNAS ALONG
 MN0582'THE SIDE AND NEAR THE TOP AND 300 FEET IN HEIGHT.
 MN0582'
 MN0582'THE SINGLE RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0604 ***********************************************************************
 MN0604  DESIGNATION -  KIMBALL NEFF TRUCKING RAD MAST
 MN0604  PID         -  MN0604
 MN0604  STATE/COUNTY-  NE/KIMBALL
 MN0604  COUNTRY     -  US
 MN0604  USGS QUAD   -  KIMBALL (2017)
 MN0604
 MN0604                         *CURRENT SURVEY CONTROL
 MN0604  ______________________________________________________________________
 MN0604* NAD 83(1995) POSITION- 41 13 21.46431(N) 103 39 42.18792(W)   ADJUSTED
 MN0604  ______________________________________________________________________
 MN0604  GEOID HEIGHT    -        -18.732 (meters)                     GEOID18
 MN0604  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 MN0604  HORZ ORDER      -  THIRD
 MN0604
 MN0604.The horizontal coordinates were established by classical geodetic methods
 MN0604.and adjusted by the National Geodetic Survey in August 1997.
 MN0604
 MN0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0604.GEOID18 height accuracy estimate available here.
 MN0604
 MN0604.Click photographs - Photos may exist for this station.
 MN0604
 MN0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0604
 MN0604. The following values were computed from the NAD 83(1995) position.
 MN0604
 MN0604;                    North         East     Units Scale Factor Converg.
 MN0604;SPC NE       -   160,746.196   193,152.409   MT  0.99967075   -2 25 35.8
 MN0604;SPC NE       -   527,381.48    633,700.86   sFT  0.99967075   -2 25 35.8
 MN0604;UTM  13      - 4,564,334.851   612,173.289   MT  0.99975486   +0 52 55.2
 MN0604
 MN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1217364334(NAD 83)
 MN0604
 MN0604                          SUPERSEDED SURVEY CONTROL
 MN0604
 MN0604  NAD 83(1993)-  41 13 21.46351(N)    103 39 42.18759(W) AD(       ) 3
 MN0604  NAD 83(1986)-  41 13 21.45667(N)    103 39 42.18628(W) AD(       ) 3
 MN0604  NAD 27      -  41 13 21.52600(N)    103 39 40.39900(W) AD(       ) 3
 MN0604
 MN0604.Superseded values are not recommended for survey control.
 MN0604
 MN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0604.See file dsdata.pdf to determine how the superseded data were derived.
 MN0604
 MN0604_MARKER: 42 = RADIO/TV MAST
 MN0604
 MN0604  HISTORY     - Date     Condition        Report By
 MN0604  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0604
 MN0604                          STATION DESCRIPTION
 MN0604
 MN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0604'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 1 MILE
 MN0604'SOUTH OF KIMBALL AND 0.1 MILE EAST OF STATE HIGHWAY 71.
 MN0604'
 MN0604'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 MN0604'RED AND WHITE WITH A NUMBER OF ANTENNAS ALONG THE SIDES AND
 MN0604'NEAR THE TOP AND 280 FEET IN HEIGHT.  THE SINGLE RED LIGHT ON
 MN0604'TOP WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0247 ***********************************************************************
 MN0247  DESIGNATION -  KIMBALL RM 1
 MN0247  PID         -  MN0247
 MN0247  STATE/COUNTY-  NE/KIMBALL
 MN0247  COUNTRY     -  US
 MN0247  USGS QUAD   -  KIMBALL (2017)
 MN0247
 MN0247                         *CURRENT SURVEY CONTROL
 MN0247  ______________________________________________________________________
 MN0247* NAD 83(1986) POSITION- 41 12 30.67   (N) 103 40 04.30   (W)   HD_HELD1
 MN0247* NAVD 88 ORTHO HEIGHT -  1507.227 (meters)     4944.96  (feet) ADJUSTED
 MN0247  ______________________________________________________________________
 MN0247  GEOID HEIGHT    -        -18.732 (meters)                     GEOID18
 MN0247  DYNAMIC HEIGHT  -       1506.120 (meters)     4941.33  (feet) COMP
 MN0247  MODELED GRAVITY -    979,835.9   (mgal)                       NAVD 88
 MN0247
 MN0247  VERT ORDER      -  SECOND    CLASS 0
 MN0247
 MN0247.The horizontal coordinates were determined by differentially corrected
 MN0247.hand held GPS observations or other comparable positioning techniques
 MN0247.and have an estimated accuracy of +/- 3 meters.
 MN0247
 MN0247.The orthometric height was determined by differential leveling and
 MN0247.adjusted by the NATIONAL GEODETIC SURVEY
 MN0247.in June 1991.
 MN0247
 MN0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0247.GEOID18 height accuracy estimate available here.
 MN0247
 MN0247.Click photographs - Photos may exist for this station.
 MN0247
 MN0247.The dynamic height is computed by dividing the NAVD 88
 MN0247.geopotential number by the normal gravity value computed on the
 MN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0247.degrees latitude (g = 980.6199 gals.).
 MN0247
 MN0247.The modeled gravity was interpolated from observed gravity values.
 MN0247
 MN0247;                    North         East    Units  Estimated Accuracy
 MN0247;SPC NE       -   159,203.0     192,571.6     MT  (+/- 3 meters HH1 GPS) 
 MN0247
 MN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1168262760(NAD 83)
 MN0247
 MN0247                          SUPERSEDED SURVEY CONTROL
 MN0247
 MN0247  NGVD 29 (??/??/92) 1506.526  (m)         4942.66   (f) ADJ UNCH    2 0
 MN0247
 MN0247.Superseded values are not recommended for survey control.
 MN0247
 MN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0247.See file dsdata.pdf to determine how the superseded data were derived.
 MN0247
 MN0247_MARKER: DR = REFERENCE MARK DISK
 MN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0247_STAMPING: KIMBALL NO 1 1960
 MN0247_MARK LOGO: CGS
 MN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0247+STABILITY: SURFACE MOTION
 MN0247
 MN0247  HISTORY     - Date     Condition        Report By
 MN0247  HISTORY     - 1960     MONUMENTED       CGS
 MN0247
 MN0247                          STATION DESCRIPTION
 MN0247
 MN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0247'2.8 MI SSW FROM KIMBALL.
 MN0247'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0247'NEBRASKA, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 29, THENCE
 MN0247'0.2 MILE WEST ALONG DIRT ROAD, THENCE 0.1 MILE ALONG DIRT ROAD
 MN0247'LEADING TO A FARMHOUSE, 32 FEET NORTH OF TRIANGULATION STATION
 MN0247'KIMBALL 1960, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0248 ***********************************************************************
 MN0248  DESIGNATION -  KIMBALL RM 2
 MN0248  PID         -  MN0248
 MN0248  STATE/COUNTY-  NE/KIMBALL
 MN0248  COUNTRY     -  US
 MN0248  USGS QUAD   -  KIMBALL (2017)
 MN0248
 MN0248                         *CURRENT SURVEY CONTROL
 MN0248  ______________________________________________________________________
 MN0248* NAD 83(1986) POSITION- 41 12 30.36   (N) 103 40 04.82   (W)   HD_HELD1
 MN0248* NAVD 88 ORTHO HEIGHT -  1506.776 (meters)     4943.48  (feet) ADJUSTED
 MN0248  ______________________________________________________________________
 MN0248  GEOID HEIGHT    -        -18.732 (meters)                     GEOID18
 MN0248  DYNAMIC HEIGHT  -       1505.670 (meters)     4939.85  (feet) COMP
 MN0248  MODELED GRAVITY -    979,835.9   (mgal)                       NAVD 88
 MN0248
 MN0248  VERT ORDER      -  SECOND    CLASS 0
 MN0248
 MN0248.The horizontal coordinates were determined by differentially corrected
 MN0248.hand held GPS observations or other comparable positioning techniques
 MN0248.and have an estimated accuracy of +/- 3 meters.
 MN0248
 MN0248.The orthometric height was determined by differential leveling and
 MN0248.adjusted by the NATIONAL GEODETIC SURVEY
 MN0248.in June 1991.
 MN0248
 MN0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0248.GEOID18 height accuracy estimate available here.
 MN0248
 MN0248.Click photographs - Photos may exist for this station.
 MN0248
 MN0248.The dynamic height is computed by dividing the NAVD 88
 MN0248.geopotential number by the normal gravity value computed on the
 MN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0248.degrees latitude (g = 980.6199 gals.).
 MN0248
 MN0248.The modeled gravity was interpolated from observed gravity values.
 MN0248
 MN0248;                    North         East    Units  Estimated Accuracy
 MN0248;SPC NE       -   159,193.9     192,559.1     MT  (+/- 3 meters HH1 GPS) 
 MN0248
 MN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1167062750(NAD 83)
 MN0248
 MN0248                          SUPERSEDED SURVEY CONTROL
 MN0248
 MN0248  NGVD 29 (??/??/92) 1506.076  (m)         4941.18   (f) ADJ UNCH    2 0
 MN0248
 MN0248.Superseded values are not recommended for survey control.
 MN0248
 MN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0248.See file dsdata.pdf to determine how the superseded data were derived.
 MN0248
 MN0248_MARKER: DR = REFERENCE MARK DISK
 MN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0248_STAMPING: KIMBALL NO 2 1960
 MN0248_MARK LOGO: CGS
 MN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0248+STABILITY: SURFACE MOTION
 MN0248
 MN0248  HISTORY     - Date     Condition        Report By
 MN0248  HISTORY     - 1960     MONUMENTED       CGS
 MN0248
 MN0248                          STATION DESCRIPTION
 MN0248
 MN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0248'2.8 MI SSW FROM KIMBALL.
 MN0248'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0248'KIMBALL, NEBRASKA, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 29,
 MN0248'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE ALONG DIRT
 MN0248'ROAD LEADING TO A FARMHOUSE, 37 FEET WEST OF TRIANGULATION STATION
 MN0248'KIMBALL 1960, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MN0248'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0607 ***********************************************************************
 MN0607  DESIGNATION -  KIMBALL WATER TANK BEACON
 MN0607  PID         -  MN0607
 MN0607  STATE/COUNTY-  NE/KIMBALL
 MN0607  COUNTRY     -  US
 MN0607  USGS QUAD   -  KIMBALL (2017)
 MN0607
 MN0607                         *CURRENT SURVEY CONTROL
 MN0607  ______________________________________________________________________
 MN0607* NAD 83(1995) POSITION- 41 14 06.32805(N) 103 39 52.51365(W)   ADJUSTED
 MN0607  ______________________________________________________________________
 MN0607  GEOID HEIGHT    -        -18.720 (meters)                     GEOID18
 MN0607  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 MN0607  HORZ ORDER      -  THIRD
 MN0607
 MN0607.The horizontal coordinates were established by classical geodetic methods
 MN0607.and adjusted by the National Geodetic Survey in August 1997.
 MN0607
 MN0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0607.GEOID18 height accuracy estimate available here.
 MN0607
 MN0607.Click photographs - Photos may exist for this station.
 MN0607
 MN0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0607
 MN0607. The following values were computed from the NAD 83(1995) position.
 MN0607
 MN0607;                    North         East     Units Scale Factor Converg.
 MN0607;SPC NE       -   162,138.707   192,970.822   MT  0.99966970   -2 25 42.6
 MN0607;SPC NE       -   531,950.07    633,105.11   sFT  0.99966970   -2 25 42.6
 MN0607;UTM  13      - 4,565,714.676   611,911.613   MT  0.99975414   +0 52 49.2
 MN0607
 MN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1191165714(NAD 83)
 MN0607
 MN0607                          SUPERSEDED SURVEY CONTROL
 MN0607
 MN0607  NAD 83(1993)-  41 14 06.32697(N)    103 39 52.51338(W) AD(       ) 3
 MN0607  NAD 83(1986)-  41 14 06.32002(N)    103 39 52.51001(W) AD(       ) 3
 MN0607  NAD 27      -  41 14 06.39300(N)    103 39 50.72200(W) AD(       ) 3
 MN0607
 MN0607.Superseded values are not recommended for survey control.
 MN0607
 MN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0607.See file dsdata.pdf to determine how the superseded data were derived.
 MN0607
 MN0607_MARKER: 14 = NAVIGATION LIGHT
 MN0607
 MN0607  HISTORY     - Date     Condition        Report By
 MN0607  HISTORY     - 1934     FIRST OBSERVED   CGS
 MN0607
 MN0607                          STATION DESCRIPTION
 MN0607
 MN0607'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0601 ***********************************************************************
 MN0601  DESIGNATION -  KIMBALL YOUNG EXCAVATING MAST
 MN0601  PID         -  MN0601
 MN0601  STATE/COUNTY-  NE/KIMBALL
 MN0601  COUNTRY     -  US
 MN0601  USGS QUAD   -  KIMBALL (2017)
 MN0601
 MN0601                         *CURRENT SURVEY CONTROL
 MN0601  ______________________________________________________________________
 MN0601* NAD 83(1995) POSITION- 41 12 35.58611(N) 103 40 05.68589(W)   ADJUSTED
 MN0601  ______________________________________________________________________
 MN0601  GEOID HEIGHT    -        -18.731 (meters)                     GEOID18
 MN0601  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 MN0601  HORZ ORDER      -  THIRD
 MN0601
 MN0601.The horizontal coordinates were established by classical geodetic methods
 MN0601.and adjusted by the National Geodetic Survey in August 1997.
 MN0601
 MN0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0601.GEOID18 height accuracy estimate available here.
 MN0601
 MN0601.Click photographs - Photos may exist for this station.
 MN0601
 MN0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0601
 MN0601. The following values were computed from the NAD 83(1995) position.
 MN0601
 MN0601;                    North         East     Units Scale Factor Converg.
 MN0601;SPC NE       -   159,355.803   192,545.753   MT  0.99967186   -2 25 51.4
 MN0601;SPC NE       -   522,819.83    631,710.52   sFT  0.99967186   -2 25 51.4
 MN0601;UTM  13      - 4,562,911.646   611,647.844   MT  0.99975341   +0 52 38.9
 MN0601
 MN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1164762911(NAD 83)
 MN0601
 MN0601                          SUPERSEDED SURVEY CONTROL
 MN0601
 MN0601  NAD 83(1993)-  41 12 35.58535(N)    103 40 05.68567(W) AD(       ) 3
 MN0601  NAD 83(1986)-  41 12 35.57829(N)    103 40 05.68408(W) AD(       ) 3
 MN0601  NAD 27      -  41 12 35.64600(N)    103 40 03.89500(W) AD(       ) 3
 MN0601
 MN0601.Superseded values are not recommended for survey control.
 MN0601
 MN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0601.See file dsdata.pdf to determine how the superseded data were derived.
 MN0601
 MN0601_MARKER: 42 = RADIO/TV MAST
 MN0601
 MN0601  HISTORY     - Date     Condition        Report By
 MN0601  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0601
 MN0601                          STATION DESCRIPTION
 MN0601
 MN0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0601'THE STATION IS THE TOP CENTER OF A MAST WHICH IS LOCATED 2
 MN0601'MILES SOUTH OF KIMBALL AND 0.2 MILE WEST OF STATE HIGHWAY 71.
 MN0601'
 MN0601'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE, UNPAINTED, A
 MN0601'NUMBER OF ANTENNAS ALONG THE SIDES AND NEAR THE TOP AND 150 FEET
 MN0601'IN HEIGHT.  THIS MAST IS THE NORTHWEST ONE OF FOUR MASTS WHICH
 MN0601'ARE SIMILIAR IN SIZE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0663 ***********************************************************************
 MN0663  CBN         -  This is a Cooperative Base Network Control Station.
 MN0663  PACS        -  This is a Primary Airport Control Station.
 MN0663  DESIGNATION -  KIMPORT
 MN0663  PID         -  MN0663
 MN0663  STATE/COUNTY-  NE/KIMBALL
 MN0663  COUNTRY     -  US
 MN0663  USGS QUAD   -  KIMBALL (2017)
 MN0663
 MN0663                         *CURRENT SURVEY CONTROL
 MN0663  ______________________________________________________________________
 MN0663* NAD 83(2011) POSITION- 41 11 22.06416(N) 103 40 18.62359(W)   ADJUSTED
 MN0663* NAD 83(2011) ELLIP HT-  1474.157 (meters)        (06/27/12)   ADJUSTED
 MN0663* NAD 83(2011) EPOCH   -  2010.00
 MN0663* NAVD 88 ORTHO HEIGHT -  1492.87  (meters)     4897.9   (feet) GPS OBS
 MN0663  ______________________________________________________________________
 MN0663  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MN0663  GEOID HEIGHT    -        -18.338 (meters)                     GEOID93
 MN0663  GEOID HEIGHT    -        -18.746 (meters)                     GEOID18
 MN0663  NAD 83(2011) X  - -1,136,391.126 (meters)                     COMP
 MN0663  NAD 83(2011) Y  - -4,671,641.038 (meters)                     COMP
 MN0663  NAD 83(2011) Z  -  4,179,250.904 (meters)                     COMP
 MN0663  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 MN0663
 MN0663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0663  Standards:
 MN0663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0663  -------------------------------------------------------------------
 MN0663  NETWORK    0.42   1.14           0.20   0.13   0.58     -0.01057344
 MN0663  -------------------------------------------------------------------
 MN0663  Click here for local accuracies and other accuracy information.
 MN0663
 MN0663.This mark is at Kimball Mun/robert E Arraj Field Airport (IBM)
 MN0663
 MN0663.The horizontal coordinates were established by GPS observations
 MN0663.and adjusted by the National Geodetic Survey in June 2012.
 MN0663
 MN0663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0663.been affixed to the stable North American tectonic plate. See 
 MN0663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0663
 MN0663.The horizontal coordinates are valid at the epoch date displayed above
 MN0663.which is a decimal equivalence of Year/Month/Day.
 MN0663
 MN0663.The orthometric height was determined by GPS observations and a
 MN0663.high-resolution geoid model.
 MN0663
 MN0663.GPS derived orthometric heights for airport stations designated as
 MN0663.PACS or SACS are published to 2 decimal places.  This maintains
 MN0663.centimeter relative accuracy between the PACS and SACS.  It does
 MN0663.not indicate centimeter accuracy relative to other marks which are
 MN0663.part of the published vertical control network.
 MN0663
 MN0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0663.GEOID18 height accuracy estimate available here.
 MN0663
 MN0663.Click photographs - Photos may exist for this station.
 MN0663
 MN0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0663
 MN0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0663
 MN0663.The ellipsoidal height was determined by GPS observations
 MN0663.and is referenced to NAD 83.
 MN0663
 MN0663. The following values were computed from the NAD 83(2011) position.
 MN0663
 MN0663;                    North         East     Units Scale Factor Converg.
 MN0663;SPC NE       -   157,103.269   192,148.454   MT  0.99967376   -2 25 59.9
 MN0663;SPC NE       -   515,429.64    630,407.05   sFT  0.99967376   -2 25 59.9
 MN0663;UTM  13      - 4,560,639.756   611,381.174   MT  0.99975268   +0 52 29.1
 MN0663
 MN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0663!SPC NE       -   0.99976882  x   0.99967376  =   0.99944266
 MN0663!UTM  13      -   0.99976882  x   0.99975268  =   0.99952156
 MN0663
 MN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1138160639(NAD 83)
 MN0663
 MN0663|---------------------------------------------------------------------|
 MN0663| PID    Reference Object                     Distance      Geod. Az  |
 MN0663|                                                           dddmmss.s |
 MN0663| AB4161 IBM A                               383.411 METERS 22538     |
 MN0663|---------------------------------------------------------------------|
 MN0663
 MN0663                          SUPERSEDED SURVEY CONTROL
 MN0663
 MN0663  NAD 83(2007)-  41 11 22.06398(N)    103 40 18.62432(W) AD(2002.00) 0
 MN0663  ELLIP H (02/10/07) 1474.183  (m)                       GP(2002.00)    
 MN0663  ELLIP H (09/24/01) 1474.175  (m)                       GP(       ) 4 1
 MN0663  NAD 83(1995)-  41 11 22.06345(N)    103 40 18.62414(W) AD(       ) B
 MN0663  ELLIP H (06/25/96) 1474.209  (m)                       GP(       ) 1 1
 MN0663  ELLIP H (01/07/93) 1474.486  (m)                       GP(       ) 4 2
 MN0663  NAD 83(1986)-  41 11 22.05392(N)    103 40 18.62374(W) AD(       ) 1
 MN0663  NGVD 29 (02/23/90) 1492.50   (m)  RAPSU86  model used  GPS OBS        
 MN0663
 MN0663.Superseded values are not recommended for survey control.
 MN0663
 MN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0663.See file dsdata.pdf to determine how the superseded data were derived.
 MN0663
 MN0663_MARKER: F = FLANGE-ENCASED ROD
 MN0663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0663_STAMPING: KIMPORT 1989
 MN0663_MARK LOGO: NGS
 MN0663_PROJECTION: RECESSED 30 CENTIMETERS
 MN0663_MAGNETIC: I = MARKER IS A STEEL ROD
 MN0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0663+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 MN0663_ROD/PIPE-DEPTH: 6.46 meters
 MN0663_SLEEVE-DEPTH  : 0.93 meters
 MN0663
 MN0663  HISTORY     - Date     Condition        Report By
 MN0663  HISTORY     - 1989     MONUMENTED       NGS
 MN0663  HISTORY     - 19890615 GOOD             NGS
 MN0663  HISTORY     - 19950815 GOOD             NGS
 MN0663  HISTORY     - 19970730 GOOD             NGS
 MN0663  HISTORY     - 19980518 GOOD             NEDR
 MN0663  HISTORY     - 20060111 GOOD             NDA
 MN0663  HISTORY     - 20090317 GOOD             NEDR
 MN0663  HISTORY     - 20160602 GOOD             INDIV
 MN0663
 MN0663                          STATION DESCRIPTION
 MN0663
 MN0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0663'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF KIMBALL, AT THE
 MN0663'KIMBALL MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND THE TAXIWAY.
 MN0663'OWNERSHIP--KIMBALL AIRPORT AUTHORITY, BOX 666, KIMBALL NE 69145.
 MN0663'AIRPORT MANAGER IS WALTER WITT, TELEPHONE 308-235-4541.
 MN0663'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MN0663'STATE HIGHWAY 71, ABOUT 1.61 KM (1.00 MI) SOUTH OF KIMBALL, GO SOUTH
 MN0663'ON STATE HIGHWAY 71 FOR 2.70 KM (1.70 MI) TO A GRAVEL CROSSROAD.  TURN
 MN0663'RIGHT AND GO WEST ALONG THE GRAVEL ROAD FOR 0.69 KM (0.45 MI) TO A
 MN0663'DIRT LANE ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DIRT LANE,
 MN0663'BETWEEN THE HANGARS, THEN ON A RAMP FOR 0.30 KM (0.20 MI) TO THE
 MN0663'TAXIWAY AND THE STATION ON THE LEFT.
 MN0663'THE STATION MARK IS 24.2 M (79.4 FT) NORTH-NORTHEAST OF THE TAXIWAY
 MN0663'CENTERLINE, 11.9 M (39.0 FT) EAST-SOUTHEAST OF THE RAMP CENTERLINE AND
 MN0663'3.6 M (11.8 FT) EAST OF THE MIDDLE 1 OF 3 TAXIWAY LIGHTS.
 MN0663'DESCRIBED BY R.D. BALL.
 MN0663'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0663
 MN0663                          STATION RECOVERY (1989)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0663'THE STATION IS LOCATED ON THE KIMBALL MUNI AIRPORT NEAR THE
 MN0663'INTERSECTION OF THE TAXIWAY LEADING FROM THE HANGAR AREA AND THE
 MN0663'TAXIWAY (OLD RUNWAY 11-29).  THE STATION IS 79.2 FT (24.1 M) NORTHEAST
 MN0663'OF THE CENTERLINE OF THE TAXIWAY (OLD RUNWAY), 29.2 FT (8.9 M)
 MN0663'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST-NORTHEAST TAXIWAY, 16.1
 MN0663'FT (4.9 M) SOUTH OF THE 1ST TAXIWAY LT SW OF THE BEND IN TXY, 165.8 FT
 MN0663'(50.5 M) SOUTHWEST OF THE WINDSOCK IN SEGMENTED CIRCLE, AND 39.3 FT
 MN0663'(12.0 M) NORTHWEST OF THE 2ND TAXIWAY LT SOUTHEAST OF INTERSECTION.
 MN0663'THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO CAP
 MN0663'FLUSH WITH THE GROUND AND STAMPED KIMPORT 1989.  NOTE, 1-METER PVC
 MN0663'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MN0663
 MN0663                          STATION RECOVERY (1995)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0663'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST-SOUTHEAST OF
 MN0663'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL AT THE KIMBALL
 MN0663'MUNICIPAL/ROBERT E. ARRAJ FIELD AND AT THE JUNCTION OF A CONNECTOR
 MN0663'TAXIWAY AND A CLOSED RUNWAY (NOW A TAXIWAY).  OWNERSHIP--KIMBALL
 MN0663'AIRPORT AUTHORITY, BOX 666, KIMBALL NE 69145.  AIRPORT MANAGER IS MIKE
 MN0663'THIEL, PHONE (308) 235-4541.  TO REACH THE STATION FROM THE JUNCTION
 MN0663'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 71 SOUTH OF KIMBALL, GO
 MN0663'SOUTH ON STATE HIGHWAY 71 FOR 1.7 MI (2.7 KM) TO A INTERSECTION, TURN
 MN0663'RIGHT AND GO WEST ON GRAVEL ROAD 28 FOR 0.4 MI (0.6 KM) TO A AIRPORT
 MN0663'ENTRANCE LEFT, TURN LEFT AND GO SOUTH THEN SOUTHWEST BETWEEN THE
 MN0663'HANGARS ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.2 MI (0.3 KM) TO
 MN0663'THE INTERSECTION OF A TAXIWAY (OLD RUNWAY) AND THE STATION ON THE
 MN0663'LEFT.  THE STATION IS 166.2 FT (50.7 M) WEST OF A WINDSOCK POLE, 79.4
 MN0663'FT (24.2 M) NORTH-NORTHEAST OF A TAXIWAY CENTER, 39.0 FT (11.9 M)
 MN0663'EAST-SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER AND 11.4 FT (3.5 M)
 MN0663'EAST OF A TAXIWAY LIGHT.  NOTE--THIS STATION WAS USED AS AN AREA
 MN0663'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0663
 MN0663                          STATION RECOVERY (1997)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0663'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 MN0663'AIRPORT MANAGER IS JOHN FOOTE (308) 235-3858.  THE NEW POST OFFICE BOX
 MN0663'IS HC 54, BOX 58.
 MN0663
 MN0663                          STATION RECOVERY (1998)
 MN0663
 MN0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (KSM)
 MN0663'THE MARK WAS RECOVERED IN GOOD CONDITION, AT THE KIMBALL MUNICIPAL
 MN0663'AIRPORT AND IN THE NW1/4, SEC18,T14N, R55W.  TO REQUEST ACCESS TO THE
 MN0663'STATION CONTACT AIRPORT MANAGER, MIKE THIEL AT 308-235 4541.  TO REACH
 MN0663'THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MN0663'71, AT THE SOUTH EDGE OF KIMBALL, GO SOUTH ON HIGHWAY 71 FOR 1.7 MI
 MN0663'(2.7 KM) TO A COUNTY ROAD INTERSECTION.  TURN RIGHT AND GO WEST FOR
 MN0663'0.4 MI (0.6 KM) TO THE ENTRANCE TO THE AIRPORT.  TURN LEFT AND GO
 MN0663'SOUTH AND SOUTHWEST, PASSING BETWEEN HANGARS AND ALONG THE APRON AND
 MN0663'CONNECTOR TAXIWAY, FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF ANOTHER
 MN0663'TAXIWAY, WHICH IS THE OLD RUNWAY, AND THE MARK ON THE LEFT.  IT IS
 MN0663'50.7 M (166.3 FT) WEST FROM THE WINDSOCK POLE, 24.2 M (79.4 FT)
 MN0663'NORTH-NORTHWEST FROM THE CENTERLINE OF THE TAXIWAY THAT HAD BEEN THE
 MN0663'OLD RUNWAY, 11.7 M (38.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A
 MN0663'NEWER CONCRETE TAXIWAY, 5.5 M (18.0 FT) WEST FROM A WITNESS POST AND
 MN0663'5.07 M (16.63 FT) WEST-NORTHWEST FROM THE EAST END OF A CULVERT UNDER
 MN0663'A TAXIWAY.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MN0663
 MN0663                          STATION RECOVERY (2006)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0663'OLD RUNWAY/TAXIWAY REMOVED BUT STILL NOTICEABLE.
 MN0663'KIMPORT ACCESS COVER IS APPROXIMATELY TEN INCHES BELOW GRADE.
 MN0663
 MN0663                          STATION RECOVERY (2009)
 MN0663
 MN0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MLH)
 MN0663'CONTACT PERSON IS KEN RISK OF THE KIMBALL AIRPORT AUTHORITY.
 MN0663'(308)235-4008 OR (308)235-5708.
 MN0663
 MN0663                          STATION RECOVERY (2016)
 MN0663
 MN0663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0663'FOUND GOOD CONDITION, 1.1 FT. BELOW SURFACE, NW 17.7 FT. TO TOP NEW
 MN0663'RUNWAY LIGHT NO. T15, SW 39.3 FT. TO TOP OF NEW RUNWAY LIGHT NO. T16.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0478 ***********************************************************************
 NO0478  DESIGNATION -  KING
 NO0478  PID         -  NO0478
 NO0478  STATE/COUNTY-  NE/CHERRY
 NO0478  COUNTRY     -  US
 NO0478  USGS QUAD   -  WHITE WILLOW LAKE (2017)
 NO0478
 NO0478                         *CURRENT SURVEY CONTROL
 NO0478  ______________________________________________________________________
 NO0478* NAD 83(1995) POSITION- 42 17 36.72999(N) 101 27 51.69432(W)   ADJUSTED
 NO0478* NAVD 88 ORTHO HEIGHT -  1158.    (meters)     3799.    (feet) SCALED
 NO0478  ______________________________________________________________________
 NO0478  GEOID HEIGHT    -        -19.610 (meters)                     GEOID18
 NO0478  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 NO0478  HORZ ORDER      -  FIRST
 NO0478
 NO0478.The horizontal coordinates were established by classical geodetic methods
 NO0478.and adjusted by the National Geodetic Survey in August 1997.
 NO0478
 NO0478.The orthometric height was scaled from a topographic map.
 NO0478
 NO0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0478.GEOID18 height accuracy estimate available here.
 NO0478
 NO0478.Click photographs - Photos may exist for this station.
 NO0478
 NO0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0478
 NO0478. The following values were computed from the NAD 83(1995) position.
 NO0478
 NO0478;                    North         East     Units Scale Factor Converg.
 NO0478;SPC NE       -   274,176.212   379,271.465   MT  0.99975310   -0 58 13.5
 NO0478;SPC NE       -   899,526.46  1,244,326.46   sFT  0.99975310   -0 58 13.5
 NO0478;UTM  14      - 4,685,309.041   296,842.247   MT  1.00010785   -1 39 32.1
 NO0478
 NO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0478!SPC NE       -   0.99982143  x   0.99975310  =   0.99957457
 NO0478!UTM  14      -   0.99982143  x   1.00010785  =   0.99992926
 NO0478
 NO0478:                Primary Azimuth Mark                     Grid Az
 NO0478:SPC NE       -  KING AZ MK                               278 04 42.1
 NO0478:UTM  14      -  KING AZ MK                               278 46 00.7
 NO0478
 NO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9684285309(NAD 83)
 NO0478
 NO0478|---------------------------------------------------------------------|
 NO0478| PID    Reference Object                     Distance      Geod. Az  |
 NO0478|                                                           dddmmss.s |
 NO0478| CP9758 KING RM 1                            15.758 METERS 08008     |
 NO0478| CP9759 KING RM 2                            13.005 METERS 19132     |
 NO0478| CP9757 KING AZ MK                                         2770628.6 |
 NO0478|---------------------------------------------------------------------|
 NO0478
 NO0478                          SUPERSEDED SURVEY CONTROL
 NO0478
 NO0478  NAD 83(1986)-  42 17 36.72769(N)    101 27 51.69958(W) AD(       ) 1
 NO0478  NAD 27      -  42 17 36.75600(N)    101 27 50.10800(W) AD(       ) 1
 NO0478
 NO0478.Superseded values are not recommended for survey control.
 NO0478
 NO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0478.See file dsdata.pdf to determine how the superseded data were derived.
 NO0478
 NO0478_MARKER: DS = TRIANGULATION STATION DISK
 NO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0478_STAMPING: KING 1946
 NO0478_MARK LOGO: CGS
 NO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0478+STABILITY: SURFACE MOTION
 NO0478
 NO0478  HISTORY     - Date     Condition        Report By
 NO0478  HISTORY     - 1946     MONUMENTED       CGS
 NO0478
 NO0478                          STATION DESCRIPTION
 NO0478
 NO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0478'LOCATED ABOUT 17.5 MILES, AIRLINE, NORTH OF WHITMAN, 5 MILES,
 NO0478'AIRLINE, SOUTH OF THE PULLMAN RANCH AND 1.5 MILES, AIRLINE,
 NO0478'EAST OF A NORTH-SOUTH DIRT ROAD, ON THE HIGHEST POINT OF A
 NO0478'GRASS-COVERED SAND HILL.  IT IS 6 FEET SOUTHEAST OF A 4-INCH
 NO0478'SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED
 NO0478'KING 1946 AND PROJECTS 1 FOOT.
 NO0478'
 NO0478'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 NO0478'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED KING NO
 NO0478'1 1946 AND PROJECTS 1 FOOT.  A SLOPE MEASUREMENT WAS TAKEN
 NO0478'TO THE MARK.
 NO0478'
 NO0478'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT
 NO0478'1 FOOT LOWER THAN STATION.  IT IS STAMPED KING NO 2 1946 AND
 NO0478'PROJECTS 1 FOOT.
 NO0478'
 NO0478'AZIMUTH MARK IS ABOUT 100 YARDS NORTHWEST OF A FORK IN THE
 NO0478'ROAD, 100 YARDS SOUTH OF A SMALL LAKE, 35 FEET SOUTHEAST OF
 NO0478'THE SOUTHEAST EDGE OF A GROVE OF TREES, 3 FEET SOUTHWEST OF
 NO0478'TWO MAILBOXES, AND 1.5 FEET EAST OF A 4-INCH SQUARE WOODEN
 NO0478'WITNESS POST PROJECTING 3 FEET.  IT IS IN THE SOUTHEAST CORNER
 NO0478'OF A SMALL TRIANGLE FENCE LOT.  IT IS STAMPED KING 1946 AND
 NO0478'PROJECTS 1 FOOT.
 NO0478'
 NO0478'REACHED FROM THE WHITMAN HIGH SCHOOL IN WHITMAN, GO NORTH
 NO0478'ON GRAVEL ROAD FOR 10.7 MILES TO THE BRIDGE OF THE MIDDLE
 NO0478'LOUP RIVER AND A FORK.  TAKE LEFT FORK, MAIN TRAVELED ROAD,
 NO0478'AND GO 3.2 MILES TO A FORK AND CATTLE GUARD, TAKE RIGHT FORK
 NO0478'AND GO 2.35 MILES TO A FORK, TAKE RIGHT FORK, STRAIGHT AHEAD
 NO0478'AND GO 0.75 MILE TO A CATTLE GUARD.  KEEP STRAIGHT AHEAD AND GO
 NO0478'2.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN
 NO0478'RIGHT AND GO 0.2 MILES TO A DIM FORK.  TAKE DIM FORK TO THE
 NO0478'RIGHT AND GO 0.35 MILE TO A POINT JUST NORTH OF A WINDMILL
 NO0478'AND SMALL STOCK CORRAL.  FROM HERE FOLLOW DIM TRACK ROAD
 NO0478'EAST-NORTHEAST FOR 0.5 MILE, HERE SWING RIGHT AND GO 1.5
 NO0478'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1836 ***********************************************************************
 MK1836  DESIGNATION -  KINGSLEY
 MK1836  PID         -  MK1836
 MK1836  STATE/COUNTY-  NE/STANTON
 MK1836  COUNTRY     -  US
 MK1836  USGS QUAD   -  STANTON (2017)
 MK1836
 MK1836                         *CURRENT SURVEY CONTROL
 MK1836  ______________________________________________________________________
 MK1836* NAD 83(1995) POSITION- 41 55 15.31643(N) 097 08 57.62379(W)   ADJUSTED
 MK1836* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 MK1836  ______________________________________________________________________
 MK1836  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 MK1836  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 MK1836  HORZ ORDER      -  FIRST
 MK1836
 MK1836.The horizontal coordinates were established by classical geodetic methods
 MK1836.and adjusted by the National Geodetic Survey in August 1997.
 MK1836
 MK1836.The orthometric height was scaled from a topographic map.
 MK1836
 MK1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1836.GEOID18 height accuracy estimate available here.
 MK1836
 MK1836.Click photographs - Photos may exist for this station.
 MK1836
 MK1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1836
 MK1836. The following values were computed from the NAD 83(1995) position.
 MK1836
 MK1836;                    North         East     Units Scale Factor Converg.
 MK1836;SPC NE       -   235,674.055   736,354.178   MT  0.99968478   +1 53 20.8
 MK1836;SPC NE       -   773,207.30  2,415,855.33   sFT  0.99968478   +1 53 20.8
 MK1836;UTM  14      - 4,642,652.385   653,459.793   MT  0.99988979   +1 14 12.0
 MK1836
 MK1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1836!SPC NE       -   0.99992481  x   0.99968478  =   0.99960962
 MK1836!UTM  14      -   0.99992481  x   0.99988979  =   0.99981461
 MK1836
 MK1836:                Primary Azimuth Mark                     Grid Az
 MK1836:SPC NE       -  KINGSLEY AZ MK                           130 25 53.9
 MK1836:UTM  14      -  KINGSLEY AZ MK                           131 05 02.7
 MK1836
 MK1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5345942652(NAD 83)
 MK1836
 MK1836|---------------------------------------------------------------------|
 MK1836| PID    Reference Object                     Distance      Geod. Az  |
 MK1836|                                                           dddmmss.s |
 MK1836| CN8934 KINGSLEY AZ MK                                     1321914.7 |
 MK1836| CN8935 KINGSLEY RM 1                        71.412 METERS 16047     |
 MK1836| MK1835 STANTON STANDPIPE                   APPROX. 7.3 KM 2993532.6 |
 MK1836| CN8936 KINGSLEY RM 2                        47.238 METERS 30517     |
 MK1836|---------------------------------------------------------------------|
 MK1836
 MK1836                          SUPERSEDED SURVEY CONTROL
 MK1836
 MK1836  NAD 83(1986)-  41 55 15.32386(N)    097 08 57.62700(W) AD(       ) 1
 MK1836  NAD 27      -  41 55 15.29400(N)    097 08 56.47400(W) AD(       ) 1
 MK1836
 MK1836.Superseded values are not recommended for survey control.
 MK1836
 MK1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1836.See file dsdata.pdf to determine how the superseded data were derived.
 MK1836
 MK1836_MARKER: DS = TRIANGULATION STATION DISK
 MK1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1836_STAMPING: KINGSLEY 1935
 MK1836_MARK LOGO: CGS
 MK1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1836+STABILITY: SURFACE MOTION
 MK1836
 MK1836  HISTORY     - Date     Condition        Report By
 MK1836  HISTORY     - 1935     MONUMENTED       CGS
 MK1836  HISTORY     - 1961     SEE DESCRIPTION  USGS
 MK1836
 MK1836                          STATION DESCRIPTION
 MK1836
 MK1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1836'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 36, T. 23 N.,
 MK1836'R. 2 E., ABOUT 4 MILES SOUTHEAST OF STANTON, IN THE CENTER OF
 MK1836'A PASTURE AND ABOUT 150 YARDS SOUTH OF A LARGE SAND BLOWOUT.
 MK1836'
 MK1836'TO REACH FROM THE POST OFFICE IN STANTON, GO EAST 0.15 MILE,
 MK1836'TURN RIGHT AND GO 0.8 MILE SOUTH, TURN LEFT JUST AFTER
 MK1836'CROSSING BRIDGE AND GO 3.1 MILES, TURH RIGHT AND GO 1.5 MILES
 MK1836'SOUTH, TURN LEFT AND GO 0.3 MILE EAST, TURN LEFT THROUGH WIRE
 MK1836'GATE (0.15 MILE WEST OF WOODEN BRIDGE) AND GO 0.3 MILE NORTH
 MK1836'TO TOP OF HILL AND STATION.  MARK PROJECTS 6 INCHES ABOVE
 MK1836'GROUND.
 MK1836'
 MK1836'AZIMUTH MARK IS 0.45 MILE SOUTHEAST OF STATION.  TO REACH
 MK1836'FROM STATION, GO 0.3 MILE SOUTH TO GATE, TURN LEFT AND GO
 MK1836'0.25 MILE EAST TO MARK ON RIGHT IN RIGHT-OF-WAY FENCE WHICH
 MK1836'IS 27 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  MARK
 MK1836'PROJECTS 5 INCHES ABOVE GROUND.
 MK1836'
 MK1836'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, AND PROJECTS
 MK1836'6 INCHES ABOVE GROUND.
 MK1836'
 MK1836'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, AND PROJECTS
 MK1836'6 INCHES ABOVE GROUND..
 MK1836'
 MK1836'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1836
 MK1836                          STATION RECOVERY (1961)
 MK1836
 MK1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1836'STATION WAS FOUND DESTROYED.
 MK1836'
 MK1836'REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1219 ***********************************************************************
 LG1219  DESIGNATION -  KINNGADE
 LG1219  PID         -  LG1219
 LG1219  STATE/COUNTY-  NE/SEWARD
 LG1219  COUNTRY     -  US
 LG1219  USGS QUAD   -  MILFORD (2017)
 LG1219
 LG1219                         *CURRENT SURVEY CONTROL
 LG1219  ______________________________________________________________________
 LG1219* NAD 83(1995) POSITION- 40 51 47.29522(N) 097 06 27.80465(W)   ADJUSTED
 LG1219* NAD 83(1995) ELLIP HT-   430.530 (meters)        (06/27/02)   ADJUSTED
 LG1219* NAVD 88 ORTHO HEIGHT -   457.2   (meters)     1500.    (feet) VERTCON
 LG1219  ______________________________________________________________________
 LG1219  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 LG1219  NAD 83(1995) X  -   -597,749.404 (meters)                     COMP
 LG1219  NAD 83(1995) Y  - -4,793,750.321 (meters)                     COMP
 LG1219  NAD 83(1995) Z  -  4,151,222.202 (meters)                     COMP
 LG1219  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LG1219  HORZ ORDER      -  FIRST
 LG1219  ELLP ORDER      -  FOURTH    CLASS I
 LG1219
 LG1219.This mark is at Seward Municipal Airport (SWT)
 LG1219
 LG1219.The horizontal coordinates were established by GPS observations
 LG1219.and adjusted by the National Geodetic Survey in August 1997.
 LG1219
 LG1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1219
 LG1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1219.GEOID18 height accuracy estimate available here.
 LG1219
 LG1219.Click photographs - Photos may exist for this station.
 LG1219
 LG1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1219
 LG1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1219
 LG1219.The ellipsoidal height was determined by GPS observations
 LG1219.and is referenced to NAD 83.
 LG1219
 LG1219. The following values were computed from the NAD 83(1995) position.
 LG1219
 LG1219;                    North         East     Units Scale Factor Converg.
 LG1219;SPC NE       -   118,413.541   743,731.394   MT  0.99972105   +1 55 00.1
 LG1219;SPC NE       -   388,495.09  2,440,058.75   sFT  0.99972105   +1 55 00.1
 LG1219;UTM  14      - 4,525,287.510   659,476.317   MT  0.99991304   +1 14 17.8
 LG1219
 LG1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1219!SPC NE       -   0.99993247  x   0.99972105  =   0.99965354
 LG1219!UTM  14      -   0.99993247  x   0.99991304  =   0.99984552
 LG1219
 LG1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5947625287(NAD 83)
 LG1219
 LG1219|---------------------------------------------------------------------|
 LG1219| PID    Reference Object                     Distance      Geod. Az  |
 LG1219|                                                           dddmmss.s |
 LG1219| LG1222 KINNGADE AZ MK                      382.050 METERS 18243     |
 LG1219|---------------------------------------------------------------------|
 LG1219
 LG1219                          SUPERSEDED SURVEY CONTROL
 LG1219
 LG1219  ELLIP H (08/18/97)  430.543  (m)                       GP(       ) 4 1
 LG1219  NAD 83(1986)-  40 51 47.30261(N)    097 06 27.80477(W) AD(       ) 1
 LG1219  NGVD 29 (02/23/90)  457.1    (m)  RAPSU86  model used  GPS OBS        
 LG1219
 LG1219.Superseded values are not recommended for survey control.
 LG1219
 LG1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1219.See file dsdata.pdf to determine how the superseded data were derived.
 LG1219
 LG1219_MARKER: I = METAL ROD
 LG1219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1219_STAMPING: KINNGADE 1989
 LG1219_MARK LOGO: NGS
 LG1219_PROJECTION: FLUSH
 LG1219_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1219+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 LG1219_ROD/PIPE-DEPTH: 8.47 meters
 LG1219_SLEEVE-DEPTH  : 0.95 meters
 LG1219
 LG1219  HISTORY     - Date     Condition        Report By
 LG1219  HISTORY     - 1989     MONUMENTED       NGS
 LG1219  HISTORY     - 20050803 GOOD             NEDR
 LG1219
 LG1219                          STATION DESCRIPTION
 LG1219
 LG1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1219'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF SEWARD, 4.5 KM
 LG1219'(2.80 MI) NORTH OF EXIT 379 OF INTERSTATE HIGHWAY 80, AT THE SEWARD
 LG1219'MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY AND A RAMP LEADING
 LG1219'TO THE T-HANGARS.  OWNERSHIP--SEWARD AIRPORT AUTHORITY, 1545 EAST
 LG1219'RIDGE, SEWARD, NE 68434.  AIRPORT MANAGER IS WAYNE BELKS, TELEPHONE
 LG1219'402-643-2125.
 LG1219'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LG1219'STATE HIGHWAY 15 (EXIT 379), GO NORTH ON STATE HIGHWAY 15 FOR 4.8 KM
 LG1219'(3.00 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST,
 LG1219'THEN SOUTH ON A GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO A FENCE GAP JUST
 LG1219'PAST THE OFFICE.  PASS THROUGH THE GAP AND GO SOUTH, THEN WEST ON THE
 LG1219'ROAD FOR 0.08 KM (0.05 MI) TO A CONCRETE RAMP AT A HANGAR.  CONTINUE
 LG1219'AHEAD WEST, THEN NORTH ON THE RAMP FOR 0.16 KM (0.10 MI) TO ITS
 LG1219'JUNCTION WITH THE TAXIWAY AND THE STATION ON THE LEFT.
 LG1219'THE STATION IS 12.5 M (41.0 FT) WEST OF THE RAMP CENTER, 11.9 M
 LG1219'(39.0 FT) SOUTH OF THE TAXIWAY CENTER, 6.5 M (21.3 FT) NORTHEAST OF
 LG1219'THE WEST END OF A DRAIN PIPE AND 4.0 M (13.1 FT) SOUTHWEST OF THE
 LG1219'CURVED PAVEMENT EDGE.
 LG1219'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1219'DESCRIBED BY R.D.BALL.
 LG1219
 LG1219                          STATION RECOVERY (2005)
 LG1219
 LG1219'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (DC)
 LG1219'WILL BE COVERED SOON BY NEW TAXIWAY.
 LG1219'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1222 ***********************************************************************
 LG1222  DESIGNATION -  KINNGADE AZ MK
 LG1222  PID         -  LG1222
 LG1222  STATE/COUNTY-  NE/SEWARD
 LG1222  COUNTRY     -  US
 LG1222  USGS QUAD   -  MILFORD (2017)
 LG1222
 LG1222                         *CURRENT SURVEY CONTROL
 LG1222  ______________________________________________________________________
 LG1222* NAD 83(1995) POSITION- 40 51 34.92401(N) 097 06 28.57696(W)   ADJUSTED
 LG1222* NAD 83(1995) ELLIP HT-   431.183 (meters)        (06/27/02)   ADJUSTED
 LG1222* NAVD 88 ORTHO HEIGHT -   457.9   (meters)     1502.    (feet) VERTCON
 LG1222  ______________________________________________________________________
 LG1222  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 LG1222  NAD 83(1995) X  -   -597,798.310 (meters)                     COMP
 LG1222  NAD 83(1995) Y  - -4,793,996.340 (meters)                     COMP
 LG1222  NAD 83(1995) Z  -  4,150,933.991 (meters)                     COMP
 LG1222  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 LG1222  HORZ ORDER      -  THIRD
 LG1222  ELLP ORDER      -  FOURTH    CLASS I
 LG1222
 LG1222.This mark is at Seward Municipal Airport (SWT)
 LG1222
 LG1222.The horizontal coordinates were established by GPS observations
 LG1222.and adjusted by the National Geodetic Survey in August 1997.
 LG1222
 LG1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1222
 LG1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1222.GEOID18 height accuracy estimate available here.
 LG1222
 LG1222.Click photographs - Photos may exist for this station.
 LG1222
 LG1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1222
 LG1222.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1222
 LG1222.The ellipsoidal height was determined by GPS observations
 LG1222.and is referenced to NAD 83.
 LG1222
 LG1222. The following values were computed from the NAD 83(1995) position.
 LG1222
 LG1222;                    North         East     Units Scale Factor Converg.
 LG1222;SPC NE       -   118,031.634   743,726.081   MT  0.99972172   +1 54 59.6
 LG1222;SPC NE       -   387,242.12  2,440,041.32   sFT  0.99972172   +1 54 59.6
 LG1222;UTM  14      - 4,524,905.620   659,466.481   MT  0.99991300   +1 14 17.0
 LG1222
 LG1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1222!SPC NE       -   0.99993237  x   0.99972172  =   0.99965411
 LG1222!UTM  14      -   0.99993237  x   0.99991300  =   0.99984537
 LG1222
 LG1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5946624905(NAD 83)
 LG1222
 LG1222|---------------------------------------------------------------------|
 LG1222| PID    Reference Object                     Distance      Geod. Az  |
 LG1222|                                                           dddmmss.s |
 LG1222| LG1219 KINNGADE                            382.050 METERS 00243     |
 LG1222|---------------------------------------------------------------------|
 LG1222
 LG1222                          SUPERSEDED SURVEY CONTROL
 LG1222
 LG1222  ELLIP H (08/18/97)  431.196  (m)                       GP(       ) 4 1
 LG1222  NAD 83(1986)-  40 51 34.93142(N)    097 06 28.57708(W) AD(       ) 3
 LG1222  NGVD 29 (02/23/90)  457.7    (m)  RAPSU86  model used  GPS OBS        
 LG1222
 LG1222.Superseded values are not recommended for survey control.
 LG1222
 LG1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1222.See file dsdata.pdf to determine how the superseded data were derived.
 LG1222
 LG1222_MARKER: I = METAL ROD
 LG1222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1222_STAMPING: KINNGADE AZ MK 1989
 LG1222_MARK LOGO: NGS
 LG1222_PROJECTION: FLUSH
 LG1222_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1222+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LG1222_ROD/PIPE-DEPTH: 8.50 meters
 LG1222_SLEEVE-DEPTH  : 0.95 meters
 LG1222
 LG1222  HISTORY     - Date     Condition        Report By
 LG1222  HISTORY     - 1989     MONUMENTED       NGS
 LG1222  HISTORY     - 20050803 MARK NOT FOUND   NEDR
 LG1222
 LG1222                          STATION DESCRIPTION
 LG1222
 LG1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1222'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF SEWARD, 4.5 KM
 LG1222'(2.80 MI) NORTH OF EXIT 379 OF INTERSTATE HIGHWAY 80, AT THE SEWARD
 LG1222'MUNICIPAL AIRPORT, NEAR THE TURN-AROUND AT RUNWAY END 34.
 LG1222'OWNERSHIP--SEWARD AIRPORT AUTHORITY, 1545 EAST RIDGE, SEWARD, NE
 LG1222'68434.  AIRPORT MANAGER IS WAYNE BELKS, TELEPHONE 402-643-2125.
 LG1222'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LG1222'STATE HIGHWAY 15 (EXIT 379), GO NORTH ON STATE HIGHWAY 15 FOR 4.8 KM
 LG1222'(3.00 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST,
 LG1222'THEN SOUTH ON A GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO A FENCE GAP JUST
 LG1222'PAST THE OFFICE.  PASS THROUGH THE GAP AND GO SOUTH, THEN WEST ON THE
 LG1222'ROAD FOR 0.08 KM (0.05 MI) TO A CONCRETE RAMP AT A HANGAR.  CONTINUE
 LG1222'AHEAD WEST, THEN NORTH ON THE RAMP FOR 0.16 KM (0.10 MI) TO ITS
 LG1222'JUNCTION WITH A TAXIWAY.  TURN LEFT AND GO WEST ON THE TAXIWAY FOR
 LG1222'0.08 KM (0.05 MI) TO THE JUNCTION WITH RUNWAY 16-34.  TURN LEFT AND GO
 LG1222'SOUTH KEEPING TO THE SIDE OF THE RUNWAY TO THE TURN-AROUND AT RUNWAY
 LG1222'END 34 AND THE STATION ON THE LEFT.
 LG1222'THE STATION IS 33.0 M (108.3 FT) EAST OF THE RUNWAY CENTERLINE, 3.9 M
 LG1222'(12.8 FT) WEST OF THE NORTHEAST CORNER OF THE TURN-AROUND AND 1.6 M
 LG1222'(5.2 FT) NORTH OF THE TURN-AROUND EDGE.
 LG1222'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1222'DESCRIBED BY R.D.BALL.
 LG1222
 LG1222                          STATION RECOVERY (2005)
 LG1222
 LG1222'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (DC)
 LG1222'BELIEVED DESTROYED BY CONSTRUCTION ON RUNWAY.
 LG1222'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0577 ***********************************************************************
 MN0577  DESIGNATION -  KIRK
 MN0577  PID         -  MN0577
 MN0577  STATE/COUNTY-  NE/BANNER
 MN0577  COUNTRY     -  US
 MN0577  USGS QUAD   -  LONE PINE BUTTE (2017)
 MN0577
 MN0577                         *CURRENT SURVEY CONTROL
 MN0577  ______________________________________________________________________
 MN0577* NAD 83(1995) POSITION- 41 29 39.22003(N) 103 30 42.32633(W)   ADJUSTED
 MN0577* NAVD 88 ORTHO HEIGHT -  1449.    (meters)     4754.    (feet) SCALED
 MN0577  ______________________________________________________________________
 MN0577  GEOID HEIGHT    -        -19.240 (meters)                     GEOID18
 MN0577  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 MN0577  HORZ ORDER      -  FIRST
 MN0577
 MN0577.The horizontal coordinates were established by classical geodetic methods
 MN0577.and adjusted by the National Geodetic Survey in August 1997.
 MN0577
 MN0577.The orthometric height was scaled from a topographic map.
 MN0577
 MN0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0577.GEOID18 height accuracy estimate available here.
 MN0577
 MN0577.Click photographs - Photos may exist for this station.
 MN0577
 MN0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0577
 MN0577. The following values were computed from the NAD 83(1995) position.
 MN0577
 MN0577;                    North         East     Units Scale Factor Converg.
 MN0577;SPC NE       -   190,353.815   206,936.392   MT  0.99965862   -2 19 38.0
 MN0577;SPC NE       -   624,519.14    678,923.81   sFT  0.99965862   -2 19 38.0
 MN0577;UTM  13      - 4,594,692.450   624,225.620   MT  0.99978991   +0 59 10.2
 MN0577
 MN0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0577!SPC NE       -   0.99977584  x   0.99965862  =   0.99943453
 MN0577!UTM  13      -   0.99977584  x   0.99978991  =   0.99956579
 MN0577
 MN0577:                Primary Azimuth Mark                     Grid Az
 MN0577:SPC NE       -  KIRK AZ MK RESET                         186 16 25.8
 MN0577:UTM  13      -  KIRK AZ MK RESET                         182 57 37.6
 MN0577
 MN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2422594692(NAD 83)
 MN0577
 MN0577|---------------------------------------------------------------------|
 MN0577| PID    Reference Object                     Distance      Geod. Az  |
 MN0577|                                                           dddmmss.s |
 MN0577| CP8394 KIRK AZ MK                                         1044310.3 |
 MN0577| CP8396 KIRK RM 1                            29.434 METERS 14946     |
 MN0577| CP8395 KIRK AZ MK RESET                                   1835647.8 |
 MN0577| CP8397 KIRK RM 2                           108.728 METERS 29250     |
 MN0577|---------------------------------------------------------------------|
 MN0577
 MN0577                          SUPERSEDED SURVEY CONTROL
 MN0577
 MN0577  NAD 83(1993)-  41 29 39.21973(N)    103 30 42.32579(W) AD(       ) 1
 MN0577  NAD 83(1986)-  41 29 39.21060(N)    103 30 42.32787(W) AD(       ) 1
 MN0577  NAD 27      -  41 29 39.29810(N)    103 30 40.54670(W) AD(       ) 1
 MN0577
 MN0577.Superseded values are not recommended for survey control.
 MN0577
 MN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0577.See file dsdata.pdf to determine how the superseded data were derived.
 MN0577
 MN0577_MARKER: DS = TRIANGULATION STATION DISK
 MN0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0577_STAMPING: KIRK 1934
 MN0577_MARK LOGO: CGS
 MN0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0577+STABILITY: SURFACE MOTION
 MN0577
 MN0577  HISTORY     - Date     Condition        Report By
 MN0577  HISTORY     - 1934     MONUMENTED       CGS
 MN0577  HISTORY     - 1963     GOOD             CGS
 MN0577
 MN0577                          STATION DESCRIPTION
 MN0577
 MN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0577'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF
 MN0577'HARRISBURG AND IS ON THE HIGHEST POINT OF A SMOOTH HILL ON
 MN0577'LAND OWNED BY A MR. SEFRONIK AND AT THE PRESENT TIME LEASED
 MN0577'BY GUST JOHNSON.
 MN0577'
 MN0577'THE STATION MARK IS 100 YARDS EAST OF A NORTH-AND-SOUTH FENCE,
 MN0577'1/3 MILE SOUTHEAST OF A FARMHOUSE AND BUILDINGS OCCUPIED BY
 MN0577'MR. PYLE AND OWNED BY PHIL BARKELL, ON THE WEST EDGE OF A
 MN0577'WHEAT FIELD AND PROJECTS 3 INCHES.
 MN0577'
 MN0577'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 29
 MN0577'AND 88, 18 MILES SOUTH OF GERING, GO EAST ON STATE HIGHWAY
 MN0577'88 FOR 8.0 MILES TO A GRADED CROSS ROAD.  (THERE ARE FARM BUILDINGS
 MN0577'IN THE NORTHWEST ANGLE AND A WINDMILL IN THE SOUTHWEST ANGLE
 MN0577'OF THIS INTERSECTION.) HERE LEAVE STATE HIGHWAY 88, TURN
 MN0577'RIGHT, AND GO SOUTH ON GRADED ROAD FOR 4.0 MILES TO A
 MN0577'CATTLEGUARD, CROSS GUARD AND FOLLOW ROAD SOUTHEASTERLY THROUGH
 MN0577'TIMBER FOR 1.2 MILES TO A FRAME WIRE GATE ACROSS GRADED
 MN0577'ROAD BETWEEN FARM BUILDINGS.  PASS THROUGH GATE AND CONTINUE
 MN0577'SOUTH ON GRADED ROAD FOR 1.0 MILE TO A TRACK SECTION-LINE
 MN0577'CROSS ROAD.  (AZIMUTH MARK IS 0.25 MILE SOUTH OF THIS POINT
 MN0577'IN RIGHT-OF-WAY FENCE ON EAST SIDE OF ROAD.) HERE LEAVE
 MN0577'GRADED ROAD, TURN RIGHT, AND GO WEST ON TRACK ROAD FOR
 MN0577'0.5 MILE TO A POINT 50 YARDS EAST OF A WIRE GATE ACROSS
 MN0577'THE ROAD.  HERE TURN LEFT AND GO SOUTH ALONG WEST EDGE
 MN0577'OF WHEAT FIELD FOR 0.1 MILE TO TOP OF HILL AND STATION.
 MN0577'
 MN0577'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0577'BRONZE DISKS SET AS DESCRIBED.
 MN0577'
 MN0577'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS
 MN0577'4 INCHES.
 MN0577'
 MN0577'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IN THE
 MN0577'ABOVE-MENTIONED NORTH-AND-SOUTH FENCE AND PROJECTS 4 INCHES.
 MN0577'
 MN0577'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, IN THE
 MN0577'RIGHT-OF-WAY ON THE EAST SIDE OF A NORTH-AND-SOUTH GRADED
 MN0577'ROAD AND PROJECTS 4 INCHES.
 MN0577'
 MN0577'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 MN0577
 MN0577                          STATION RECOVERY (1963)
 MN0577
 MN0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0577'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 MN0577'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 MN0577'WAS FOUND TO BE DESTROYED.  THE DIRECTIONS TO REFERENCE
 MN0577'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE VERIFIED.  THE DISTANCE
 MN0577'TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 MN0577'MARK NO. 2 MISSED THE PREVIOUS MEASURMENT BY .14 FOOT.
 MN0577'
 MN0577'A NEW AZIMUTH WAS SET BY THIS PARTY.
 MN0577'
 MN0577'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0577'
 MN0577'THE STATION IS 14 MILES SOUTHWEST OF REDINGTON, 13 MILES
 MN0577'SOUTHEAST OF HARRISBURG, AND ON LAND OWNED BY MRS. SEFRONIK
 MN0577'AND LEASED BY MR. DONALD MURRY.
 MN0577'
 MN0577'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0577'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0577'16.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 MN0577'GRAVEL ROAD FOR 7.7 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 MN0577'SOUTH OF THE ROAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR
 MN0577'0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 MN0577'ON A GRAVEL ROAD FOR 1.05 MILE TO A SECTION-LINE TRACK ROAD
 MN0577'ON THE LEFT.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR
 MN0577'0.5 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND TURN LEFT
 MN0577'AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.2 MILE
 MN0577'TO THE TOP OF A SMALL KNOLL AND THE STATION.
 MN0577'
 MN0577'THE STATION MARK, A STANDARD DISK STAMPED KIRK 1934, IS SET
 MN0577'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0577'GROUND.  IT IS 12 FEET EAST OF THE CENTER OF A TRACK ROAD,
 MN0577'5 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF
 MN0577'A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 MN0577'
 MN0577'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KIRK NO 1 1934,
 MN0577'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0577'IT IS 5 FEET WEST OF THE NORTH-SOUTH FENCE AND 5 FEET EAST
 MN0577'OF THE CENTER OF THE TRACK ROAD.
 MN0577'
 MN0577'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KIRK NO 2 1934,
 MN0577'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0577'IT IS 1.5 FEET EAST OF A NORTH-SOUTH FENCE.
 MN0577'
 MN0577'AZIMUTH MARK, A STANDARD DISK STAMPED KIRK 1934 RESET 1963,
 MN0577'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0577'IT IS 40 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 39 FEET
 MN0577'WEST OF A TELEPHONE POLE, 16 FEET WEST OF THE CENTER OF A
 MN0577'WIRE GATE, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 MN0577'
 MN0577'NOTE.  REFERENCE MARKS WERE MEASURED WITH 7 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0728 ***********************************************************************
 NN0728  DESIGNATION -  KIRKWOOD
 NN0728  PID         -  NN0728
 NN0728  STATE/COUNTY-  NE/ROCK
 NN0728  COUNTRY     -  US
 NN0728  USGS QUAD   -  NEWPORT NE (2017)
 NN0728
 NN0728                         *CURRENT SURVEY CONTROL
 NN0728  ______________________________________________________________________
 NN0728* NAD 83(1995) POSITION- 42 42 49.45590(N) 099 18 31.34872(W)   ADJUSTED
 NN0728* NAVD 88 ORTHO HEIGHT -   669.    (meters)     2195.    (feet) SCALED
 NN0728  ______________________________________________________________________
 NN0728  GEOID HEIGHT    -        -24.011 (meters)                     GEOID18
 NN0728  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 NN0728  HORZ ORDER      -  FIRST
 NN0728
 NN0728.The horizontal coordinates were established by classical geodetic methods
 NN0728.and adjusted by the National Geodetic Survey in August 1997.
 NN0728
 NN0728.The orthometric height was scaled from a topographic map.
 NN0728
 NN0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0728.GEOID18 height accuracy estimate available here.
 NN0728
 NN0728.Click photographs - Photos may exist for this station.
 NN0728
 NN0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0728
 NN0728. The following values were computed from the NAD 83(1995) position.
 NN0728
 NN0728;                    North         East     Units Scale Factor Converg.
 NN0728;SPC NE       -   320,048.703   556,622.270   MT  0.99988135   +0 27 29.2
 NN0728;SPC NE       - 1,050,026.45  1,826,184.90   sFT  0.99988135   +0 27 29.2
 NN0728;UTM  14      - 4,729,072.853   474,721.217   MT  0.99960786   -0 12 33.9
 NN0728
 NN0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0728!SPC NE       -   0.99989882  x   0.99988135  =   0.99978018
 NN0728!UTM  14      -   0.99989882  x   0.99960786  =   0.99950672
 NN0728
 NN0728:                Primary Azimuth Mark                     Grid Az
 NN0728:SPC NE       -  KIRKWOOD AZ MK RESET                     060 42 27.0
 NN0728:UTM  14      -  KIRKWOOD AZ MK RESET                     061 22 30.1
 NN0728
 NN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7472129072(NAD 83)
 NN0728
 NN0728|---------------------------------------------------------------------|
 NN0728| PID    Reference Object                     Distance      Geod. Az  |
 NN0728|                                                           dddmmss.s |
 NN0728| CO3849 KIRKWOOD AZ MK RESET                               0610956.2 |
 NN0728| CO3850 KIRKWOOD RM 1                        40.669 METERS 09247     |
 NN0728| NN0732 NEWPORT MUNICIPAL TANK              APPROX.12.5 KM 1865224.5 |
 NN0728| NN0781 BASSETT MUNICIPAL TANK              APPROX.23.4 KM 2331126.3 |
 NN0728| CO3848 KIRKWOOD AZ MK                                     2494612.0 |
 NN0728| CO3851 KIRKWOOD RM 2                        32.943 METERS 34213     |
 NN0728|---------------------------------------------------------------------|
 NN0728
 NN0728                          SUPERSEDED SURVEY CONTROL
 NN0728
 NN0728  NAD 83(1986)-  42 42 49.46165(N)    099 18 31.35659(W) AD(       ) 1
 NN0728  NAD 27      -  42 42 49.45800(N)    099 18 29.97900(W) AD(       ) 1
 NN0728
 NN0728.Superseded values are not recommended for survey control.
 NN0728
 NN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0728.See file dsdata.pdf to determine how the superseded data were derived.
 NN0728
 NN0728_MARKER: DS = TRIANGULATION STATION DISK
 NN0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0728_STAMPING: KIRKWOOD 1934
 NN0728_MARK LOGO: CGS
 NN0728_PROJECTION: RECESSED 30 CENTIMETERS
 NN0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0728+STABILITY: SURFACE MOTION
 NN0728
 NN0728  HISTORY     - Date     Condition        Report By
 NN0728  HISTORY     - 1934     MONUMENTED       CGS
 NN0728  HISTORY     - 1949     GOOD             CGS
 NN0728
 NN0728                          STATION DESCRIPTION
 NN0728
 NN0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0728'STATION IS LOCATED IN SEC. 28, T. 32 N., R. 17 W., ABOUT 7.75
 NN0728'MILES NORTH AND 1.0 MILE EAST OF NEWPORT, ON PROPERTY OWNED BY
 NN0728'MRS. MARY HEITKOTTER, OF LINCOLN, NEBRASKA, 11 FEET NORTH OF
 NN0728'FENCE AND 11 FEET EAST OF FENCE, AND IS 12 INCHES UNDERGROUND.
 NN0728'
 NN0728'TO REACH FROM FARMERS STATE BANK IN NEWPORT, GO EAST ON U.S.
 NN0728'HIGHWAY 20 FOR 0.2 MILE, THENCE LEFT (NORTH) FOR 7.5 MILES,
 NN0728'THENCE RIGHT (EAST) FOR 1.0 MILE, THENCE LEFT (NORTH) FOR 0.25
 NN0728'MILE TO GATE IN FENCE.  ENTER GATE, THENCE LEFT (WEST) 0.2 MILE
 NN0728'ACROSS FIELD TO FENCE CORNER AND STATION.
 NN0728'
 NN0728'REFERENCE MARK NO. 1 IS LOCATED 133.43 FEET EAST OF STATION,
 NN0728'0.4 FOOT NORTH OF FENCE, 142 FEET EAST OF FENCE CORNER AND
 NN0728'PROJECTS 6 INCHES ABOVE GROUND.
 NN0728'
 NN0728'REFERENCE MARK NO. 2 IS LOCATED 108.08 FEET NORTH OF STATION,
 NN0728'1 FOOT EAST OF FENCE, 117 FEET NORTH OF FENCE CORNER AND PROJECTS
 NN0728'7 INCHES ABOVE GROUND.
 NN0728'
 NN0728'AZIMUTH MARK IS LOCATED 1.1 MILES SOUTHWEST OF STATION, 41 FEET
 NN0728'NORTH OF CENTERLINE OF ROAD, 1 FOOT NORTH OF FENCE, AND PROJECTS
 NN0728'2 INCHES ABOVE GROUND.  TO REACH FROM STATION, GO EAST ACROSS
 NN0728'FIELD 0.2 MILE, THENCE RIGHT (SOUTH) 0.3 MILE, THENCE RIGHT (WEST)
 NN0728'0.9 MILE TO MARK ON NORTH SIDE OF ROAD.
 NN0728'
 NN0728'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NN0728
 NN0728                          STATION RECOVERY (1949)
 NN0728
 NN0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0728'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 NN0728'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 NN0728'MARK, WAS DESTROYED DUE TO WIDENING OF ROAD AND A
 NN0728'NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW
 NN0728'AND COMPLETE DESCRIPTION.
 NN0728'
 NN0728'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH AND 1.0 MILE
 NN0728'EAST OF NEWPORT, ON THE HIGH POINT OF A RIDGE OVERLOOKING THE
 NN0728'NIOBRARA RIVER TO THE NORTHWEST.  IT IS ABOUT 0.2 MILE WEST
 NN0728'OF NORTH-SOUTH SECTION LINE ROAD AND 11 FEET NORTH OF EAST-WEST
 NN0728'FENCE LINE SEPARATING TWO FIELDS.  IT IS STAMPED KIRKWOOD 1934
 NN0728'AND SET 1 FOOT BELOW THE GROUND SURFACE.
 NN0728'
 NN0728'REFERENCE MARK NO 1 IS EAST OF THE STATION, 1 FOOT NORTH OF
 NN0728'EAST-WEST FENCE LINE.  IT IS STAMPED KIRKWOOD NO 1 1934 AND
 NN0728'PROJECTS 8 INCHES.
 NN0728'
 NN0728'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET IN
 NN0728'THE OPEN FIELD.  IT IS STAMPED KIRKWOOD NO 2 1934 AND PROJECTS
 NN0728'5 INCHES.
 NN0728'
 NN0728'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 NN0728'25 FEET EAST OF THE CENTER OF OLD NORTH-SOUTH SECTION LINE ROAD,
 NN0728'1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 1-1/2 FEET SOUTH OF
 NN0728'WITNESS POST.  IT IS STAMPED KIRKWOOD RESET 1949 AND PROJECTS
 NN0728'5 INCHES.
 NN0728'
 NN0728'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE POST
 NN0728'OFFICE IN NEWPORT, GO EAST FOR 0.2 MILE TO JUNCTION WITH GRAVEL
 NN0728'ROAD, TURN LEFT AND FOLLOW MAIN ROAD NORTH FOR 7.4 MILES
 NN0728'TO SIDE ROAD RIGHT JUST BEFORE REACHING FARM HOUSE ON LEFT,
 NN0728'TURN RIGHT AND GO EAST FOR 1.0 MILE TO CROSSROAD, TURN LEFT AND
 NN0728'GO NORTH ON OLD SECTION LINE ROAD FOR 0.3 MILE TO FENCE CORNER,
 NN0728'(CONTINUE STRAIGHT AHEAD NORTH FOR 0.25 MILE TO THE AZIMUTH
 NN0728'MARK ON THE RIGHT AS DESCRIBED), TURN LEFT AND GO WEST ALONG
 NN0728'NORTH SIDE OF FENCE LINE FOR 0.2 MILE TO THE STATION AS
 NN0728'DESCRIBED.
 NN0728'
 NN0728'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0728'
 NN0728'A 4 FOOT SIGNAL AT STATION LONE TREE IS VISIBLE AT 4 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION HIGGINS 1934 IS VISIBLE AT 4 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET
 NN0728'
 NN0728'A 4 FOOT SIGNAL AT STATION BUTLER IS VISIBLE AT 37 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 37 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 37 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0019 ***********************************************************************
 LH0019  DESIGNATION -  KK 250
 LH0019  PID         -  LH0019
 LH0019  STATE/COUNTY-  NE/ADAMS
 LH0019  COUNTRY     -  US
 LH0019  USGS QUAD   -  HASTINGS WEST (2017)
 LH0019
 LH0019                         *CURRENT SURVEY CONTROL
 LH0019  ______________________________________________________________________
 LH0019* NAD 83(1986) POSITION- 40 35 49.     (N) 098 25 32.     (W)   SCALED
 LH0019* NAVD 88 ORTHO HEIGHT -   592.291 (meters)     1943.21  (feet) ADJUSTED
 LH0019  ______________________________________________________________________
 LH0019  GEOID HEIGHT    -        -25.260 (meters)                     GEOID18
 LH0019  DYNAMIC HEIGHT  -        591.959 (meters)     1942.12  (feet) COMP
 LH0019  MODELED GRAVITY -    980,045.0   (mgal)                       NAVD 88
 LH0019
 LH0019  VERT ORDER      -  FIRST     CLASS II
 LH0019
 LH0019.This mark is at Hastings Municipal Airport (HSI)
 LH0019
 LH0019.The horizontal coordinates were scaled from a map and have
 LH0019.an estimated accuracy of +/- 6 seconds.
 LH0019
 LH0019.The orthometric height was determined by differential leveling and
 LH0019.adjusted by the NATIONAL GEODETIC SURVEY
 LH0019.in June 1991.
 LH0019
 LH0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0019.GEOID18 height accuracy estimate available here.
 LH0019
 LH0019.Click photographs - Photos may exist for this station.
 LH0019
 LH0019.The dynamic height is computed by dividing the NAVD 88
 LH0019.geopotential number by the normal gravity value computed on the
 LH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0019.degrees latitude (g = 980.6199 gals.).
 LH0019
 LH0019.The modeled gravity was interpolated from observed gravity values.
 LH0019
 LH0019;                    North         East    Units  Estimated Accuracy
 LH0019;SPC NE       -    86,000.      633,230.      MT  (+/- 180 meters Scaled)
 LH0019
 LH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK486941(NAD 83)
 LH0019
 LH0019                          SUPERSEDED SURVEY CONTROL
 LH0019
 LH0019  NGVD 29 (??/??/92)  592.059  (m)         1942.45   (f) ADJ UNCH    1 2
 LH0019
 LH0019.Superseded values are not recommended for survey control.
 LH0019
 LH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0019.See file dsdata.pdf to determine how the superseded data were derived.
 LH0019
 LH0019_MARKER: DB = BENCH MARK DISK
 LH0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0019_SP_SET: WALL
 LH0019_STAMPING: KK 250 1947
 LH0019_MARK LOGO: CGS
 LH0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0019+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 LH0019
 LH0019  HISTORY     - Date     Condition        Report By
 LH0019  HISTORY     - 1947     MONUMENTED       CGS
 LH0019  HISTORY     - 1964     GOOD             CGS
 LH0019  HISTORY     - 19910926 GOOD             NGS
 LH0019
 LH0019                          STATION DESCRIPTION
 LH0019
 LH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0019'2.9 MI NW FROM HASTINGS.
 LH0019'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE) FROM THE
 LH0019'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT HASTINGS,
 LH0019'THENCE NORTH 0.9 MILE ALONG A SECTION LINE ROAD, THENCE WEST
 LH0019'0.2 MILE ALONG A SECTION LINE ROAD, AT THE HASTINGS MUNICIPAL
 LH0019'AIRPORT, AT THE NORTHEAST CORNER OF THE BRICK HANGAR, 2.5 FEET
 LH0019'ABOVE THE GROUND, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE
 LH0019'HANGAR, SET VERTICALLY IN THE NORTH WALL OF A BRICK HANGAR.
 LH0019
 LH0019                          STATION RECOVERY (1964)
 LH0019
 LH0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH0019'RECOVERED IN GOOD CONDITION.
 LH0019
 LH0019                          STATION RECOVERY (1991)
 LH0019
 LH0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0019'2.9 KM (1.80 MI) WESTERLY ALONG 12TH STREET FROM THE INTERSECTION OF
 LH0019'U.S. HIGHWAY 281 IN HASTINGS, SET VERTICALLY IN THE NORTH FACE OF A
 LH0019'BRICK HANGAR AT THE HASTINGS MUNICIPAL AIRPORT, 58.2 M (190.9 FT)
 LH0019'NORTH OF THE CENTERLINE OF THE STREET, 0.7 M (2.3 FT) ABOVE THE
 LH0019'GROUND SURFACE, AND 0.2 M (0.7 FT) WEST OF THE NORTHEAST CORNER OF
 LH0019'THE HANGAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1118 ***********************************************************************
 MK1118  DESIGNATION -  KK 87
 MK1118  PID         -  MK1118
 MK1118  STATE/COUNTY-  NE/PLATTE
 MK1118  COUNTRY     -  US
 MK1118  USGS QUAD   -  PLATTE CENTER (2017)
 MK1118
 MK1118                         *CURRENT SURVEY CONTROL
 MK1118  ______________________________________________________________________
 MK1118* NAD 83(1986) POSITION- 41 34 10.95   (N) 097 29 26.35   (W)   HD_HELD1
 MK1118* NAVD 88 ORTHO HEIGHT -   478.466 (meters)     1569.77  (feet) ADJUSTED
 MK1118  ______________________________________________________________________
 MK1118  GEOID HEIGHT    -        -25.044 (meters)                     GEOID18
 MK1118  DYNAMIC HEIGHT  -        478.257 (meters)     1569.08  (feet) COMP
 MK1118  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 MK1118
 MK1118  VERT ORDER      -  SECOND    CLASS 0
 MK1118
 MK1118.The horizontal coordinates were determined by differentially corrected
 MK1118.hand held GPS observations or other comparable positioning techniques
 MK1118.and have an estimated accuracy of +/- 3 meters.
 MK1118
 MK1118.The orthometric height was determined by differential leveling and
 MK1118.adjusted by the NATIONAL GEODETIC SURVEY
 MK1118.in June 1991.
 MK1118
 MK1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1118.GEOID18 height accuracy estimate available here.
 MK1118
 MK1118.Click photographs - Photos may exist for this station.
 MK1118
 MK1118.The dynamic height is computed by dividing the NAVD 88
 MK1118.geopotential number by the normal gravity value computed on the
 MK1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1118.degrees latitude (g = 980.6199 gals.).
 MK1118
 MK1118.The modeled gravity was interpolated from observed gravity values.
 MK1118
 MK1118;                    North         East    Units  Estimated Accuracy
 MK1118;SPC NE       -   195,817.5     709,195.3     MT  (+/- 3 meters HH1 GPS) 
 MK1118
 MK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2584003103(NAD 83)
 MK1118
 MK1118                          SUPERSEDED SURVEY CONTROL
 MK1118
 MK1118  NGVD 29 (??/??/92)  478.278  (m)         1569.15   (f) ADJ UNCH    2 0
 MK1118
 MK1118.Superseded values are not recommended for survey control.
 MK1118
 MK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1118.See file dsdata.pdf to determine how the superseded data were derived.
 MK1118
 MK1118_MARKER: DB = BENCH MARK DISK
 MK1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1118_STAMPING: KK 87 1957
 MK1118_MARK LOGO: CGS
 MK1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1118+STABILITY: SURFACE MOTION
 MK1118
 MK1118  HISTORY     - Date     Condition        Report By
 MK1118  HISTORY     - 1957     MONUMENTED       CGS
 MK1118  HISTORY     - 19911018 GOOD             NEDR
 MK1118
 MK1118                          STATION DESCRIPTION
 MK1118
 MK1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1118'2.2 MI N FROM PLATTE CENTER.
 MK1118'ABOUT 2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1118'STATION AT PLATTE CENTER, IN SECTION 36, T. 19 N., R. 2 W.,
 MK1118'44 FEET EAST OF THE EAST RAIL, 18 FEET NORTH OF MILEPOST 17, 41
 MK1118'FEET NORTH OF THE CENTER LINE OF A CROSS ROAD, 56 FEET NORTHEAST
 MK1118'OF THE CENTER OF THE CROSSING AND IN THE TOP OF A CONCRETE POST
 MK1118'WHICH PROJECTS 6 INCHES.
 MK1118
 MK1118                          STATION RECOVERY (1991)
 MK1118
 MK1118'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1118'TO REACH FROM THE POST OFFICE AT 3RD AND C STREETS IN PLATTE CENTER,
 MK1118'GO NORTH ON C STREET FOR 0.05 MI (0.08 KM) TO 1ST STREET.  TURN LEFT
 MK1118'AND GO WEST FOR 0.95 MI (1.53 KM) TO A COUNTY ROAD T-INTERSECTION,
 MK1118'TURN RIGHT AND GO NORTH FOR 2.0 MI (3.2 KM) TO A T-ROAD, TURN RIGHT
 MK1118'AND GO EAST ALONG A FIELD ROAD AND SECTION LINE FOR 0.65 MI (1.05 KM)
 MK1118'TO A SET OF RAILROAD TRACKS AND THE MARK, 56.0 FT (17.1 M) NORTHEAST
 MK1118'OF THE CENTER OF THE CROSSING, 44.0 FT (13.4 M) EAST OF THE EAST RAIL,
 MK1118'41.O FT NORTH OF THE CENTERLINE OF THE FIELD ROAD, 2.O FT WEST OF THE
 MK1118'EAST RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) WEST OF A FIBERGLASS WITNESS
 MK1118'POST AND SET INTO THE TOP OF A CONCRETE POST THAT IS RECESSED 0.1 FT
 MK1118'(3.0 CM) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0473 ***********************************************************************
 MN0473  DESIGNATION -  KNAPP
 MN0473  PID         -  MN0473
 MN0473  STATE/COUNTY-  NE/CHEYENNE
 MN0473  COUNTRY     -  US
 MN0473  USGS QUAD   -  SUNOL (2017)
 MN0473
 MN0473                         *CURRENT SURVEY CONTROL
 MN0473  ______________________________________________________________________
 MN0473* NAD 83(1995) POSITION- 41 10 03.60082(N) 102 48 22.67899(W)   ADJUSTED
 MN0473* NAVD 88 ORTHO HEIGHT -  1261.1   (meters)     4137.    (feet) VERTCON
 MN0473  ______________________________________________________________________
 MN0473  GEOID HEIGHT    -        -19.925 (meters)                     GEOID18
 MN0473  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 MN0473  HORZ ORDER      -  SECOND
 MN0473
 MN0473.The horizontal coordinates were established by classical geodetic methods
 MN0473.and adjusted by the National Geodetic Survey in August 1997.
 MN0473
 MN0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0473
 MN0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0473.GEOID18 height accuracy estimate available here.
 MN0473
 MN0473.Click photographs - Photos may exist for this station.
 MN0473
 MN0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0473
 MN0473. The following values were computed from the NAD 83(1995) position.
 MN0473
 MN0473;                    North         East     Units Scale Factor Converg.
 MN0473;SPC NE       -   151,965.948   264,608.454   MT  0.99967592   -1 51 35.0
 MN0473;SPC NE       -   498,574.95    868,136.24   sFT  0.99967592   -1 51 35.0
 MN0473;UTM  13      - 4,559,689.645   684,031.319   MT  1.00001683   +1 26 40.0
 MN0473
 MN0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0473!SPC NE       -   0.99980536  x   0.99967592  =   0.99948134
 MN0473!UTM  13      -   0.99980536  x   1.00001683  =   0.99982218
 MN0473
 MN0473:                Primary Azimuth Mark                     Grid Az
 MN0473:SPC NE       -  KNAPP AZ MK                              299 51 21.5
 MN0473:UTM  13      -  KNAPP AZ MK                              296 33 06.5
 MN0473
 MN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8403159689(NAD 83)
 MN0473
 MN0473|---------------------------------------------------------------------|
 MN0473| PID    Reference Object                     Distance      Geod. Az  |
 MN0473|                                                           dddmmss.s |
 MN0473| CP7532 KNAPP RM 1                           19.189 METERS 04634     |
 MN0473| MN0481 SIDNEY COLLIER TV MAST              APPROX.19.2 KM 2281930.8 |
 MN0473| CP7531 KNAPP AZ MK                                        2975946.5 |
 MN0473| CP7533 KNAPP RM 2                           16.198 METERS 31428     |
 MN0473|---------------------------------------------------------------------|
 MN0473
 MN0473                          SUPERSEDED SURVEY CONTROL
 MN0473
 MN0473  NAD 83(1993)-  41 10 03.60074(N)    102 48 22.67909(W) AD(       ) 2
 MN0473  NAD 83(1986)-  41 10 03.59545(N)    102 48 22.67922(W) AD(       ) 2
 MN0473  NAD 27      -  41 10 03.65000(N)    102 48 20.96770(W) AD(       ) 2
 MN0473  NGVD 29 (07/19/86) 1260.5    (m)         4135.     (f) VERT ANG       
 MN0473
 MN0473.Superseded values are not recommended for survey control.
 MN0473
 MN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0473.See file dsdata.pdf to determine how the superseded data were derived.
 MN0473
 MN0473_MARKER: DS = TRIANGULATION STATION DISK
 MN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0473_STAMPING: KNAPP 1963
 MN0473_MARK LOGO: CGS
 MN0473_PROJECTION: FLUSH
 MN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0473+STABILITY: SURFACE MOTION
 MN0473
 MN0473  HISTORY     - Date     Condition        Report By
 MN0473  HISTORY     - 1963     MONUMENTED       CGS
 MN0473
 MN0473                          STATION DESCRIPTION
 MN0473
 MN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0473'THE STATION IS LOCATED 3-1/4 MILES EAST-NORTHEAST OF COLTON,
 MN0473'2-1/4 MILES WEST-NORTHWEST OF SUNOL, AND 3/4 MILE NORTH OF
 MN0473'U.S. HIGHWAY 30.  IT IS IN PASTURE LAND, ON THE HIGH GROUND
 MN0473'ON THE NORTH SIDE OF LODGEPOLE CREEK VALLEY, ON LAND OWNED
 MN0473'AT PRESENT BY RALPH KNAPP.
 MN0473'
 MN0473'TO REACH THE STATION FROM THE POST OFFICE IN SUNOL, GO SOUTH
 MN0473'1 BLOCK TO U.S. HIGHWAY 30.  TURN RIGHT AND GO WEST ON U.S.
 MN0473'HIGHWAY 30 FOR 1.8 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT.
 MN0473'TURN RIGHT AND GO NORTH ON GRAVEL 1.3 MILES TO A FARM DRIVE
 MN0473'ON THE LEFT.  TURN LEFT INTO THE DRIVE AND GO WEST 0.1 MILE
 MN0473'TO A TO A FENCE CORNER AND GATE ON THE LEFT AT THE ENTRANCE
 MN0473'TO THE FARMYARD.  TURN SHARP LEFT THROUGH THE GATE AND FOLLOW
 MN0473'TRACK ROAD 0.5 MILE SOUTH, WEST, AND SOUTH UP ONTO THE BLUFFS
 MN0473'OVERLOOKING THE VALLEY.  LEAVE TRACK ROAD, TURN RIGHT, AND
 MN0473'GO WEST 0.05 MILE TO THE STATION AT A FENCE CORNER.
 MN0473'
 MN0473'THE STATION MARK IS A STANDARD DISK STAMPED KNAPP 1963 CEMENTED
 MN0473'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0473'THE SURFACE OF THE GROUND.  IT IS 64.3 FEET SOUTHWEST OF A
 MN0473'METAL WITNESS POST WITH SIGN, AND 28.3 FEET SOUTH-SOUTHEAST
 MN0473'OF A FENCE CORNER POST.
 MN0473'
 MN0473'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KNAPP
 MN0473'NO 1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0473'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 1.4 FEET WEST OF
 MN0473'A METAL WITNESS POST WITH SIGN, 0.3 FOOT SOUTH OF A WIRE FENCE,
 MN0473'AND AT THE SAME ELEVATION AS THE STATION.
 MN0473'
 MN0473'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KNAPP
 MN0473'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0473'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 26.2 FEET NORTHWEST
 MN0473'OF THE FENCE CORNER, 0.6 FOOT WEST OF THE WIRE FENCE, AND AT
 MN0473'THE SAME ELEVATION AS THE STATION.
 MN0473'
 MN0473'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KNAPP 1963 CEMENTED
 MN0473'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES
 MN0473'ABOVE GROUND.  IT IS 12.5 FEET EAST OF A FENCE CORNER POST,
 MN0473'1.3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 MN0473'AND 0.8 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0473'
 MN0473'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 MN0473'AND NORTHWEST ALONG THE SOUTH SIDE OF A WIRE FENCE, ON TRACK
 MN0473'ROAD FOR 0.3 MILE TO A NORTH-SOUTH FENCE LINE AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1820 ***********************************************************************
 NM1820  CBN         -  This is a Cooperative Base Network Control Station.
 NM1820  DESIGNATION -  KNOX
 NM1820  PID         -  NM1820
 NM1820  STATE/COUNTY-  NE/KNOX
 NM1820  COUNTRY     -  US
 NM1820  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM1820
 NM1820                         *CURRENT SURVEY CONTROL
 NM1820  ______________________________________________________________________
 NM1820* NAD 83(2011) POSITION- 42 34 06.13094(N) 097 30 17.88857(W)   ADJUSTED
 NM1820* NAD 83(2011) ELLIP HT-   551.437 (meters)        (06/27/12)   ADJUSTED
 NM1820* NAD 83(2011) EPOCH   -  2010.00
 NM1820* NAVD 88 ORTHO HEIGHT -   576.9   (meters)     1893.    (feet) GPS OBS
 NM1820  ______________________________________________________________________
 NM1820  NAVD 88 orthometric height was determined with geoid model    GEOID99
 NM1820  GEOID HEIGHT    -        -25.442 (meters)                     GEOID99
 NM1820  GEOID HEIGHT    -        -25.495 (meters)                     GEOID18
 NM1820  NAD 83(2011) X  -   -614,520.922 (meters)                     COMP
 NM1820  NAD 83(2011) Y  - -4,664,623.699 (meters)                     COMP
 NM1820  NAD 83(2011) Z  -  4,292,684.140 (meters)                     COMP
 NM1820  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 NM1820
 NM1820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1820  Standards:
 NM1820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1820  -------------------------------------------------------------------
 NM1820  NETWORK    0.52   1.25           0.24   0.17   0.64     -0.01830467
 NM1820  -------------------------------------------------------------------
 NM1820  Click here for local accuracies and other accuracy information.
 NM1820
 NM1820.The horizontal coordinates were established by GPS observations
 NM1820.and adjusted by the National Geodetic Survey in June 2012.
 NM1820
 NM1820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1820.been affixed to the stable North American tectonic plate. See 
 NM1820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1820
 NM1820.The horizontal coordinates are valid at the epoch date displayed above
 NM1820.which is a decimal equivalence of Year/Month/Day.
 NM1820
 NM1820.The orthometric height was determined by GPS observations and a
 NM1820.high-resolution geoid model.
 NM1820
 NM1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1820.GEOID18 height accuracy estimate available here.
 NM1820
 NM1820.Click photographs - Photos may exist for this station.
 NM1820
 NM1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1820
 NM1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1820
 NM1820.The ellipsoidal height was determined by GPS observations
 NM1820.and is referenced to NAD 83.
 NM1820
 NM1820. The following values were computed from the NAD 83(2011) position.
 NM1820
 NM1820;                    North         East     Units Scale Factor Converg.
 NM1820;SPC NE       -   306,631.664   704,802.409   MT  0.99983082   +1 39 12.4
 NM1820;SPC NE       - 1,006,007.38  2,312,339.24   sFT  0.99983082   +1 39 12.4
 NM1820;UTM  14      - 4,713,967.906   622,708.201   MT  0.99978525   +1 00 41.3
 NM1820
 NM1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1820!SPC NE       -   0.99991352  x   0.99983082  =   0.99974436
 NM1820!UTM  14      -   0.99991352  x   0.99978525  =   0.99969879
 NM1820
 NM1820:                Primary Azimuth Mark                     Grid Az
 NM1820:SPC NE       -  KNOX AZ MK                               269 05 50.8
 NM1820:UTM  14      -  KNOX AZ MK                               269 44 21.9
 NM1820
 NM1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2270813967(NAD 83)
 NM1820
 NM1820|---------------------------------------------------------------------|
 NM1820| PID    Reference Object                     Distance      Geod. Az  |
 NM1820|                                                           dddmmss.s |
 NM1820| NM2016 KNOX RM 1                            40.432 METERS 09438     |
 NM1820| NM2017 KNOX RM 2                            28.132 METERS 18535     |
 NM1820| NM2011 KNOX AZ MK                          APPROX. 1.6 KM 2704503.2 |
 NM1820| NM2012 KNOX AZ MK 2                        APPROX. 0.8 KM 2741826.2 |
 NM1820| NM2018 KNOX RM 3                            14.728 METERS 34947     |
 NM1820|---------------------------------------------------------------------|
 NM1820
 NM1820                          SUPERSEDED SURVEY CONTROL
 NM1820
 NM1820  NAD 83(2007)-  42 34 06.13089(N)    097 30 17.88933(W) AD(2002.00) 0
 NM1820  ELLIP H (02/10/07)  551.463  (m)                       GP(2002.00)    
 NM1820  ELLIP H (07/10/01)  551.438  (m)                       GP(       ) 4 1
 NM1820  NAD 83(1995)-  42 34 06.13072(N)    097 30 17.88895(W) AD(       ) B
 NM1820  ELLIP H (06/25/96)  551.490  (m)                       GP(       ) 1 1
 NM1820  NAD 83(1986)-  42 34 06.13645(N)    097 30 17.87914(W) AD(       ) 1
 NM1820  NAD 27      -  42 34 06.13200(N)    097 30 16.65700(W) AD(       ) 1
 NM1820  NAVD 88 (06/25/96)  576.9    (m)  GEOID93  model used  GPS OBS        
 NM1820
 NM1820.Superseded values are not recommended for survey control.
 NM1820
 NM1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1820.See file dsdata.pdf to determine how the superseded data were derived.
 NM1820
 NM1820_MARKER: DS = TRIANGULATION STATION DISK
 NM1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1820_STAMPING: KNOX 1940
 NM1820_MARK LOGO: CGS
 NM1820_PROJECTION: RECESSED 10 CENTIMETERS
 NM1820_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1820+STABILITY: SURFACE MOTION
 NM1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1820+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2022
 NM1820
 NM1820  HISTORY     - Date     Condition        Report By
 NM1820  HISTORY     - 1940     MONUMENTED       CGS
 NM1820  HISTORY     - 1940     GOOD             CGS
 NM1820  HISTORY     - 1975     GOOD             NEDR
 NM1820  HISTORY     - 1982     GOOD             LOCENG
 NM1820  HISTORY     - 1983     GOOD             LOCENG
 NM1820  HISTORY     - 19830615 GOOD             NGS
 NM1820  HISTORY     - 19950622 GOOD             NGS
 NM1820  HISTORY     - 20000613 GOOD             NEDR
 NM1820  HISTORY     - 20170801 GOOD             NEGS
 NM1820  HISTORY     - 20220216 GOOD             NEGS
 NM1820
 NM1820                          STATION DESCRIPTION
 NM1820
 NM1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1820'STATION IS LOCATED ON THE GROUNDS OF A SMALL COUNTRY SCHOOL,
 NM1820'ABOUT 5.25 MILES NORTH-NORTHEAST OF WAUSA AND 7.5 MILES
 NM1820'EAST-SOUTHEAST OF BLOOMFIELD, IN THE NORTHWEST CORNER OF SEC.
 NM1820'24, T. 30 N., R. 2 W.
 NM1820'
 NM1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1820'AND STATE HIGHWAY 84, 6 MILES EAST OF BLOOMFIELD, GO SOUTH
 NM1820'ON U.S. HIGHWAY 81 FOR 2 MILES TO A CROSS ROAD (TO REACH
 NM1820'AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON U.S. HIGHWAY
 NM1820'81 FOR 115 FEET TO THE MARK ON THE LEFT (EAST) SIDE OF THE
 NM1820'HIGHWAY), TURN LEFT (EAST) AND GO 1 MILE TO A CROSS ROAD,
 NM1820'TURN RIGHT (SOUTH) AND GO 225 FEET TO THE STATION ON THE
 NM1820'LEFT (EAST) SIDE OF THE ROAD NEAR A SCHOOL.
 NM1820'
 NM1820'STATION MARK IS STAMPED KNOX 1940 AND IS SET 4 INCHES
 NM1820'UNDERGROUND.  IT IS 30 FEET EAST OF THE CENTER OF A DIRT
 NM1820'ROAD, 25 FEET SOUTHEAST OF A TELEPHONE POLE, 45 FEET WEST
 NM1820'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 41 FEET NORTH
 NM1820'OF A FENCE CORNER, 12 FEET NORTH OF A SMALL TREE AND 12 FEET
 NM1820'SOUTH OF A SMALL TREE.
 NM1820'
 NM1820'REFERENCE MARK NO. 1 IS STAMPED KNOX NO. 1 1940 AND PROJECTS
 NM1820'4 INCHES.  IT IS 72 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NM1820'SCHOOLHOUSE, 1 FOOT WEST OF A FENCE AND 26 FEET NORTH OF A
 NM1820'FENCE CORNER.
 NM1820'
 NM1820'REFERENCE MARK NO. 2 IS STAMPED KNOX NO. 2 1940 AND PROJECTS
 NM1820'6 INCHES.  IT IS 52 FEET SOUTH OF A FENCE CORNER, 21 FEET EAST
 NM1820'OF THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A FENCE.
 NM1820'
 NM1820'THE AZIMUTH MARK IS STAMPED KNOX 1940 AND PROJECTS 6 INCHES.
 NM1820'IT IS 115 FEET SOUTH OF A DIRT CROSS ROAD, 37 FEET EAST OF
 NM1820'THE CENTER OF U.S. HIGHWAY 81, 60 FEET NORTH OF POWER POLE
 NM1820'NO. 2-47, 2 FEET WEST OF A FENCE AND 3 FEET NORTH OF A WHITE
 NM1820'REFERENCE POST.
 NM1820'
 NM1820'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1820'AS DESCRIBED.
 NM1820'
 NM1820'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1820
 NM1820                          STATION RECOVERY (1940)
 NM1820
 NM1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 NM1820'RECOVERED IN GOOD CONDITION.
 NM1820
 NM1820                          STATION RECOVERY (1975)
 NM1820
 NM1820'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 NM1820'STATION, AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 NM1820'
 NM1820'NEAREST TOWN--WAUSA.
 NM1820
 NM1820                          STATION RECOVERY (1982)
 NM1820
 NM1820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DH)
 NM1820'KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'KNOX REF. NO. 1 1940 RECOVERED GOOD.
 NM1820'
 NM1820'KNOX REF. NO. 2 1940 DESTROYED (IS LAYING THERE BUT WAS GRADED OUT.)
 NM1820'
 NM1820'AZIMUTH KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.25 MILES NORTH-NORTHEAST
 NM1820'OF WAUSA, NEBRASKA.
 NM1820
 NM1820                          STATION RECOVERY (1983)
 NM1820
 NM1820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 NM1820'KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'REF. MARK 1, KNOX NO. 1 1940 RECOVERED GOOD.
 NM1820'
 NM1820'REF. MARK 2, KNOX NO 2, 1940 DESTROYED, LAYING IN ROAD DITCH.
 NM1820'
 NM1820'AZIMUTH MARK, KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/4 MILES NORTH-NORTHEAST
 NM1820'OF WAUSA, NEBR.
 NM1820
 NM1820                          STATION RECOVERY (1983)
 NM1820
 NM1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NM1820'THE SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 NM1820'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LYING ON TOP OF
 NM1820'THE GROUND.  REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE AND
 NM1820'DIRECTION TO RM 1 AGREED WITH 1940 DATA.  A NEW DESCRIPTION FOLLOWS.
 NM1820'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) EAST FROM BLOOMFIELD,
 NM1820'8.4 KM (5.2 MI) NORTH-NORTHEAST FROM WAUSA, IN THE NORTHWEST CORNER
 NM1820'OF SEC24, T30N, R2W, AT AN OLD ABANDONED SCHOOL AND ON PROPERTY OWNED
 NM1820'BY WALT LAFRENTZ, 612 WEST MAIN STREET, BLOOMFIELD, NEBRASKA  68718.
 NM1820'TELEPHONE 402 373 4442.
 NM1820'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 121, ABOUT 9.66 KM
 NM1820'(6.00 MI) EAST FROM BLOOMFIELD, GO SOUTH ON HIGHWAY 121 FOR 3.22 KM
 NM1820'(2.00 MI) TO A GRADED CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST
 NM1820'ANGLE OF THE INTERSECTION.  TURN LEFT AND GO EAST ON THE GRADED ROAD
 NM1820'FOR 1.61 KM (1.00 MI) TO A GRADED CROSSROAD.  TURN RIGHT AND GO SOUTH
 NM1820'FOR 0.08 KM (0.05 MI) TO THE OLD SCHOOL BUILDING AND THE STATION ON
 NM1820'THE LEFT.
 NM1820'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 NM1820'FLUSH WITH THE GROUND.  IT IS 13.59 M (44.59 FT) WEST FROM THE
 NM1820'SOUTHWEST CORNER OF THE OLD SCHOOL BUILDING, 9.15 M (30.02 FT) EAST
 NM1820'FROM THE CENTERLINE FO THE ROAD, 1.98 M (6.50 FT) EAST FROM A
 NM1820'NORTH/SOUTH FENCE AND 0.46 M (1.51 FT) SOUTH FROM A WITNESS POST.
 NM1820'THE UNDERGROUND MARK WAS NOT INSPECTED.
 NM1820'NOTE----THIS STATION WAS VISITED AGAIN IN 1987, AT WHICH TIME ALL
 NM1820'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY
 NM1820'OF ROAD CONSTRUCTION AND HAS BEEN REPLACED WITH KNOX AZ MK 2.  THE
 NM1820'ORIGINAL AZIMUTH MARK IS NOW DESTROYED.
 NM1820
 NM1820                          STATION RECOVERY (1995)
 NM1820
 NM1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1820'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 NM1820'BLOOMFIELD, 5.5 MI (8.9 KM) NORTH-NORTHEAST OF WAUSA, 1 MI (1.6 KM)
 NM1820'EAST OF STATE HIGHWAY 121, AT THE SITE OF AN OLD ABANDONED SCHOOL,
 NM1820'NEAR THE NW CORNER OF SEC24, T30N, R2W, ON WHAT IS BELIEVED TO BE
 NM1820'COUNTY ROAD RIGHT-OF-WAY ADJACENT TO PROPERTY OWNED BY WALTER
 NM1820'LEWERENTZ, MAINVIEW APARTMENTS, BLOOMFIELD, NEBRASKA 68715. TELEPHONE
 NM1820'402-373-4388 AND RENTED BY RAYMOND RODGERS, RURAL ROUTE 1, WAUSA,
 NM1820'NEBRASKA 68786.  TELEPHONE 402-586-2486, WHO GAVE PERMISSION. TO REACH
 NM1820'THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 121, 6 MI (9.7 KM)
 NM1820'EAST OF BLOOMFIELD, GO SOUTH ON HIGHWAY 121 FOR 2.0 MI (3.2 KM) TO A
 NM1820'GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 NM1820'1.0 MI (1.6 KM) TO THE END OF GRAVEL AT A BLADED, DIRT CROSSROAD.
 NM1820'CONTINUE AHEAD, EAST, ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN
 NM1820'INTERSECTION AND THE MARK AND THE OLD SCHOOL BUILDING IN THE SOUTHEAST
 NM1820'ANGLE OF THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NM1820'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 226.0 FT (68.9
 NM1820'M) SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 56.4 FT (17.2 M)
 NM1820'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 47.9 FT (14.6 M)
 NM1820'SOUTH-SOUTHEAST OF KNOX RM 3, 132.2 FT (40.3 M) WEST OF KNOX RM 1,
 NM1820'45.0 FT (13.7 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1820'BUILDING, 29.5 FT (9.0 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 NM1820'ROAD, 7.0 FT (2.1 M) EAST OF A FENCE, 2.6 FT (0.8 M) NORTH OF A
 NM1820'WITNESS POST, 1.7 FT (0.5 M) SOUTH OF A WITNESS POST AND ABOUT 3 FT
 NM1820'(0.9 M) HIGHER THAN THE ROAD.
 NM1820
 NM1820                          STATION RECOVERY (2000)
 NM1820
 NM1820'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1820'RECOVERED AS DESCRIBED.
 NM1820
 NM1820                          STATION RECOVERY (2017)
 NM1820
 NM1820'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JH)
 NM1820'FOUND GOOD
 NM1820
 NM1820                          STATION RECOVERY (2022)
 NM1820
 NM1820'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (MH)
 NM1820'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 84 AND NE. HIGHWAY 121,
 NM1820'APPROXIMATELY 6 MI (9.7 KM) EAST OF BLOOMFIELD, NE., GO SOUTH ON NE.
 NM1820'HIGHWAY 121 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD 879.  TURN LEFT AND GO
 NM1820'1 MI (1.6 KM) EAST ON COUNTY ROAD 879 TO THE INTERSECTION WITH COUNTY
 NM1820'ROAD 551 AVENUE.  TURN RIGHT AND GO SOUTH ON 551 AVENUE.
 NM1820'APPROXIMATELY 226 FT (68.9 M) TO THE MARK ON THE LEFT (EAST).  THE
 NM1820'MARK IS 28.5 FT (8.7 M) EAST OF THE CENTERLINE OF 551 AVENUE, 46.0 FT
 NM1820'(14.0 M) SOUTH-SOUTHEAST OF KNOX REFERENCE MARK 3, 29.5 FT (9.0 M)
 NM1820'EAST OF THE CENTERLINE 551 AVENUE, 2.4 FT (0.7 M) NORTH OF A
 NM1820'FIBERGLASS WITNESS POST AND 1.4 FT (0.4 M) SOUTH OF A FIBERGLASS
 NM1820'WITNESS POST.  THE SCHOOL BUILDING IN 1995 RECOVERY HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2012 ***********************************************************************
 NM2012  DESIGNATION -  KNOX AZ MK 2
 NM2012  PID         -  NM2012
 NM2012  STATE/COUNTY-  NE/KNOX
 NM2012  COUNTRY     -  US
 NM2012  USGS QUAD   -  BLOOMFIELD SE (2017)
 NM2012
 NM2012                         *CURRENT SURVEY CONTROL
 NM2012  ______________________________________________________________________
 NM2012* NAD 83(1995) POSITION- 42 34 08.13009(N) 097 30 53.83062(W)   ADJUSTED
 NM2012* NAVD 88 ORTHO HEIGHT -   571.    (meters)     1873.    (feet) SCALED
 NM2012  ______________________________________________________________________
 NM2012  GEOID HEIGHT    -        -25.494 (meters)                     GEOID18
 NM2012  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 NM2012  HORZ ORDER      -  THIRD
 NM2012
 NM2012.The horizontal coordinates were established by classical geodetic methods
 NM2012.and adjusted by the National Geodetic Survey in August 1997.
 NM2012
 NM2012.The orthometric height was scaled from a topographic map.
 NM2012
 NM2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2012.GEOID18 height accuracy estimate available here.
 NM2012
 NM2012.Click photographs - Photos may exist for this station.
 NM2012
 NM2012.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2012
 NM2012. The following values were computed from the NAD 83(1995) position.
 NM2012
 NM2012;                    North         East     Units Scale Factor Converg.
 NM2012;SPC NE       -   306,669.713   703,981.343   MT  0.99983100   +1 38 48.6
 NM2012;SPC NE       - 1,006,132.22  2,309,645.46   sFT  0.99983100   +1 38 48.6
 NM2012;UTM  14      - 4,714,015.150   621,887.651   MT  0.99978278   +1 00 17.0
 NM2012
 NM2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2012!SPC NE       -   0.99991444  x   0.99983100  =   0.99974546
 NM2012!UTM  14      -   0.99991444  x   0.99978278  =   0.99969724
 NM2012
 NM2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2188714015(NAD 83)
 NM2012
 NM2012                          SUPERSEDED SURVEY CONTROL
 NM2012
 NM2012  NAD 83(1986)-  42 34 08.13582(N)    097 30 53.82072(W) AD(       ) 3
 NM2012
 NM2012.Superseded values are not recommended for survey control.
 NM2012
 NM2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2012.See file dsdata.pdf to determine how the superseded data were derived.
 NM2012
 NM2012_MARKER: DZ = AZIMUTH MARK DISK
 NM2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2012_STAMPING: KNOX 1940 NO 2 1987
 NM2012_MARK LOGO: NGS
 NM2012_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NM2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2012+STABILITY: SURFACE MOTION
 NM2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2012+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NM2012
 NM2012  HISTORY     - Date     Condition        Report By
 NM2012  HISTORY     - 1987     MONUMENTED       NGS
 NM2012
 NM2012                          STATION DESCRIPTION
 NM2012
 NM2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 NM2012'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) EAST FROM BLOOMFIELD, 8 KM
 NM2012'(5.0 MI) NORTH-NORTHEAST FROM WAUSA AND ON THE SOUTH RIGHT-OF-WAY OF
 NM2012'A COUNTY ROAD.
 NM2012'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 121, ABOUT 9.66 KM
 NM2012'(6.00 MI) EAST FROM BLOOMFIELD, GO SOUTH ON HIGHWAY 121 FOR 3.21 KM
 NM2012'(1.99 MI) TO A GRADED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRADED
 NM2012'ROAD FOR 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 NM2012'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 NM2012'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.O M BELOW
 NM2012'THE GROUND SURFACE.  THE MARKS ARE 8.53 M (27.99 FT) SOUTH FROM THE
 NM2012'CENTERLINE OF THE ROAD, 7.41 M (24.31 FT) WEST FROM THE EAST GATE
 NM2012'POST OF A GATE IN A FENCE, 3.66 M (12.01 FT) WEST FROM THE CENTERLINE
 NM2012'OF A FIELD ROAD LEADING SOUTH, 0.76 M (2.49 FT) NORTH FROM A WITNESS
 NM2012'POST AND IN LINE WITH A FENCE LEADING SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1876 ***********************************************************************
 MK1876  DESIGNATION -  KOBZA
 MK1876  PID         -  MK1876
 MK1876  STATE/COUNTY-  NE/BUTLER
 MK1876  COUNTRY     -  US
 MK1876  USGS QUAD   -  DWIGHT (2017)
 MK1876
 MK1876                         *CURRENT SURVEY CONTROL
 MK1876  ______________________________________________________________________
 MK1876* NAD 83(1995) POSITION- 41 07 13.49912(N) 097 05 47.81599(W)   ADJUSTED
 MK1876* NAVD 88 ORTHO HEIGHT -   498.    (meters)     1634.    (feet) SCALED
 MK1876  ______________________________________________________________________
 MK1876  GEOID HEIGHT    -        -26.429 (meters)                     GEOID18
 MK1876  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 MK1876  HORZ ORDER      -  SECOND
 MK1876
 MK1876.The horizontal coordinates were established by classical geodetic methods
 MK1876.and adjusted by the National Geodetic Survey in August 1997.
 MK1876
 MK1876.The orthometric height was scaled from a topographic map.
 MK1876
 MK1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1876.GEOID18 height accuracy estimate available here.
 MK1876
 MK1876.Click photographs - Photos may exist for this station.
 MK1876
 MK1876.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1876
 MK1876. The following values were computed from the NAD 83(1995) position.
 MK1876
 MK1876;                    North         East     Units Scale Factor Converg.
 MK1876;SPC NE       -   146,992.005   743,708.100   MT  0.99968109   +1 55 26.6
 MK1876;SPC NE       -   482,256.27  2,439,982.32   sFT  0.99968109   +1 55 26.6
 MK1876;UTM  14      - 4,553,870.388   659,789.884   MT  0.99991425   +1 15 07.2
 MK1876
 MK1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1876!SPC NE       -   0.99992601  x   0.99968109  =   0.99960712
 MK1876!UTM  14      -   0.99992601  x   0.99991425  =   0.99984026
 MK1876
 MK1876:                Primary Azimuth Mark                     Grid Az
 MK1876:SPC NE       -  DWIGHT MUNICIPAL TANK                    121 30 55.1
 MK1876:UTM  14      -  DWIGHT MUNICIPAL TANK                    122 11 14.5
 MK1876
 MK1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5978953870(NAD 83)
 MK1876
 MK1876|---------------------------------------------------------------------|
 MK1876| PID    Reference Object                     Distance      Geod. Az  |
 MK1876|                                                           dddmmss.s |
 MK1876| MK1873 DWIGHT MUNICIPAL TANK               APPROX. 7.7 KM 1232621.7 |
 MK1876| CN8953 KOBZA RM 1                           87.420 METERS 15936     |
 MK1876| CN8954 KOBZA RM 2                           91.385 METERS 20623     |
 MK1876|---------------------------------------------------------------------|
 MK1876
 MK1876                          SUPERSEDED SURVEY CONTROL
 MK1876
 MK1876  NAD 83(1986)-  41 07 13.50809(N)    097 05 47.81499(W) AD(       ) 2
 MK1876  NAD 27      -  41 07 13.46126(N)    097 05 46.69264(W) AD(       ) 2
 MK1876
 MK1876.Superseded values are not recommended for survey control.
 MK1876
 MK1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1876.See file dsdata.pdf to determine how the superseded data were derived.
 MK1876
 MK1876_MARKER: DD = SURVEY DISK
 MK1876_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1876+WITH SETTING: INFORMATION.
 MK1876_STAMPING: KOBZA ET 1967
 MK1876_MARK LOGO: USGS
 MK1876_MAGNETIC: I = MARKER IS A STEEL ROD
 MK1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1876
 MK1876  HISTORY     - Date     Condition        Report By
 MK1876  HISTORY     - 1967     MONUMENTED       USGS
 MK1876
 MK1876                          STATION DESCRIPTION
 MK1876
 MK1876'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1876'THE STATION IS ON FARM OF JOHN C. KOBZA, APPROX. 15.0 MI N. OF
 MK1876'SEWARD, T. 13 N., R. 3 E., NEAR THE QUARTER COR. BETWEEN SECS. 4
 MK1876'AND 9, 2 FT S. OF E.-W. FENCE, 169 FT W. OF FENCE CORNER, IN
 MK1876'OPEN PASTURE.
 MK1876'
 MK1876'TO REACH THE STATION FROM THE NW. COR. OF THE SQUARE IN SEWARD,
 MK1876'GO N.-W. ON STATE HWY. 15 FOR 14.8 MI TO CROSSROADS, TURN RIGHT
 MK1876'(E.) AND GO 0.2 MI TO FIELD ENTRANCE N., PASS THROUGH WIRE GATE
 MK1876'AND GO N., 0.1 MI TO STATION.
 MK1876'
 MK1876'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 MK1876'ON 1/2 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK1876'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK1876'
 MK1876'THE STATION MARK IS STAMPED ET KOBZA, THE MARK IS BURIED 18 IN.
 MK1876'
 MK1876'THE REFERENCE MARK 1 IS SSE OF THE STATION, 70 FT W. OF FENCE
 MK1876'CORNER, 270 FT S. OF E.-W. FENCE STAMPED KOBZA NO 1 1967.
 MK1876'
 MK1876'REFERENCE MARK 2 IS SSW. OF THE STATION, 303 FT W. OF FENCE
 MK1876'CORNER, 270 FT S. OF E.-W. FENCE STAMPED KOBZA NO 2 1967.
 MK1876'
 MK1876'AZIMUTH MARK MWT IN DWIGHT CHURCH SPIRE IN DWIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0449 ***********************************************************************
 MN0449  DESIGNATION -  KOCH
 MN0449  PID         -  MN0449
 MN0449  STATE/COUNTY-  NE/GARDEN
 MN0449  COUNTRY     -  US
 MN0449  USGS QUAD   -  OSHKOSH SW (2017)
 MN0449
 MN0449                         *CURRENT SURVEY CONTROL
 MN0449  ______________________________________________________________________
 MN0449* NAD 83(1995) POSITION- 41 15 03.37360(N) 102 28 29.42240(W)   ADJUSTED
 MN0449* NAVD 88 ORTHO HEIGHT -  1197.    (meters)     3927.    (feet) SCALED
 MN0449  ______________________________________________________________________
 MN0449  GEOID HEIGHT    -        -20.087 (meters)                     GEOID18
 MN0449  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 MN0449  HORZ ORDER      -  SECOND
 MN0449
 MN0449.The horizontal coordinates were established by classical geodetic methods
 MN0449.and adjusted by the National Geodetic Survey in August 1997.
 MN0449
 MN0449.The orthometric height was scaled from a topographic map.
 MN0449
 MN0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0449.GEOID18 height accuracy estimate available here.
 MN0449
 MN0449.Click photographs - Photos may exist for this station.
 MN0449
 MN0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0449
 MN0449. The following values were computed from the NAD 83(1995) position.
 MN0449
 MN0449;                    North         East     Units Scale Factor Converg.
 MN0449;SPC NE       -   160,357.794   292,667.719   MT  0.99966844   -1 38 24.2
 MN0449;SPC NE       -   526,107.20    960,194.01   sFT  0.99966844   -1 38 24.2
 MN0449;UTM  13      - 4,569,689.215   711,571.441   MT  1.00015093   +1 39 56.2
 MN0449
 MN0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0449!SPC NE       -   0.99981550  x   0.99966844  =   0.99948400
 MN0449!UTM  13      -   0.99981550  x   1.00015093  =   0.99996640
 MN0449
 MN0449:                Primary Azimuth Mark                     Grid Az
 MN0449:SPC NE       -  KOCH AZ MK                               193 16 10.6
 MN0449:UTM  13      -  KOCH AZ MK                               189 57 50.2
 MN0449
 MN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1157169689(NAD 83)
 MN0449
 MN0449|---------------------------------------------------------------------|
 MN0449| PID    Reference Object                     Distance      Geod. Az  |
 MN0449|                                                           dddmmss.s |
 MN0449| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.13.1 KM 0752733.5 |
 MN0449| CP7540 KOCH RM 1                            23.207 METERS 09024     |
 MN0449| CP7539 KOCH AZ MK                                         1913746.4 |
 MN0449| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX. 4.7 KM 2694834.4 |
 MN0449| CP7541 KOCH RM 2                            22.669 METERS 35311     |
 MN0449|---------------------------------------------------------------------|
 MN0449
 MN0449                          SUPERSEDED SURVEY CONTROL
 MN0449
 MN0449  NAD 83(1993)-  41 15 03.37344(N)    102 28 29.42332(W) AD(       ) 2
 MN0449  NAD 83(1986)-  41 15 03.37098(N)    102 28 29.42436(W) AD(       ) 2
 MN0449  NAD 27      -  41 15 03.42580(N)    102 28 27.73940(W) AD(       ) 2
 MN0449
 MN0449.Superseded values are not recommended for survey control.
 MN0449
 MN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0449.See file dsdata.pdf to determine how the superseded data were derived.
 MN0449
 MN0449_MARKER: DS = TRIANGULATION STATION DISK
 MN0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0449_STAMPING: KOCH 1963
 MN0449_MARK LOGO: CGS
 MN0449_PROJECTION: FLUSH
 MN0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0449+STABILITY: SURFACE MOTION
 MN0449
 MN0449  HISTORY     - Date     Condition        Report By
 MN0449  HISTORY     - 1963     MONUMENTED       CGS
 MN0449
 MN0449                          STATION DESCRIPTION
 MN0449
 MN0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0449'THE STATION IS LOCATED 13 MILES SOUTH-SOUTHWEST OF OSHKOSH,
 MN0449'11-1/2 MILES NORTHEAST OF LODGEPOLE, AND 11 MILES NORTH OF
 MN0449'CHAPPELL.  IT IS ON THE NORTH SIDE RIGHT-OF-WAY OF A SECTION
 MN0449'LINE ROAD, AND ON THE EAST SIDE OF A DRIVEWAY INTO A FARMHOUSE
 MN0449'PRESENTLY OWNED BY MR. LEE KOCH.
 MN0449'
 MN0449'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL GO WEST ON
 MN0449'U.S. HIGHWAY 30 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND
 MN0449'GO NORTH 10.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0449'NORTH 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST 0.1
 MN0449'MILE TO DRIVEWAY AND STATION ON THE LEFT.
 MN0449'
 MN0449'THE STATION MARK IS A STANDARD DISK STAMPED KOCH 1963 SET
 MN0449'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0449'SURFACE OF THE GROUND.  IT IS 42 FEET NORTH-NORTHEAST OF THE
 MN0449'INTERSECTION OF THE CENTERLINES OF THE DRIVEWAY AND THE
 MN0449'SECTION LINE ROAD, 13 FEET WEST OF A METAL WITNESS POST PLACED
 MN0449'AT THE SOUTHWEST CORNER OF A CORRAL.
 MN0449'
 MN0449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOCH NO
 MN0449'1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH
 MN0449'WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET NORTH OF THE CENTER
 MN0449'OF THE SECTION LINE ROAD, 1.9 FEET SOUTH OF THE CORRAL FENCE,
 MN0449'AND 1 FOOT HIGHER THAN STATION ELEVATION.
 MN0449'
 MN0449'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOCH NO 2
 MN0449'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS
 MN0449'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH
 MN0449'OF THE CENTER OF A WELL, 23 FEET EAST OF THE CENTER OF THE FARM
 MN0449'DRIVEWAY, AND 8 INCHES HIGHER THAN STATION ELEVATION.
 MN0449'
 MN0449'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KOCH 1963 SET IN THE
 MN0449'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES ABOVE
 MN0449'THE SURFACE OF THE GROUND.  IT IS 39 FEET EAST OF THE CENTER
 MN0449'OF A GRADED GRAVEL ROAD, 1.9 FEET NORTH OF THE BASE OF A TELEPHONE
 MN0449'POLE, AND 1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 MN0449'WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0749 ***********************************************************************
 NN0749  DESIGNATION -  KOLA
 NN0749  PID         -  NN0749
 NN0749  STATE/COUNTY-  NE/HOLT
 NN0749  COUNTRY     -  US
 NN0749  USGS QUAD   -  CARSON LAKE (2017)
 NN0749
 NN0749                         *CURRENT SURVEY CONTROL
 NN0749  ______________________________________________________________________
 NN0749* NAD 83(1995) POSITION- 42 07 14.23027(N) 099 13 39.75072(W)   ADJUSTED
 NN0749* NAVD 88 ORTHO HEIGHT -   780.    (meters)     2559.    (feet) SCALED
 NN0749  ______________________________________________________________________
 NN0749  GEOID HEIGHT    -        -23.112 (meters)                     GEOID18
 NN0749  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 NN0749  HORZ ORDER      -  FIRST
 NN0749
 NN0749.The horizontal coordinates were established by classical geodetic methods
 NN0749.and adjusted by the National Geodetic Survey in August 1997.
 NN0749
 NN0749.The orthometric height was scaled from a topographic map.
 NN0749
 NN0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0749.GEOID18 height accuracy estimate available here.
 NN0749
 NN0749.Click photographs - Photos may exist for this station.
 NN0749
 NN0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0749
 NN0749. The following values were computed from the NAD 83(1995) position.
 NN0749
 NN0749;                    North         East     Units Scale Factor Converg.
 NN0749;SPC NE       -   254,236.943   563,844.978   MT  0.99971611   +0 30 42.5
 NN0749;SPC NE       -   834,109.04  1,849,881.40   sFT  0.99971611   +0 30 42.5
 NN0749;UTM  14      - 4,663,193.699   481,177.372   MT  0.99960436   -0 09 09.8
 NN0749
 NN0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0749!SPC NE       -   0.99988126  x   0.99971611  =   0.99959741
 NN0749!UTM  14      -   0.99988126  x   0.99960436  =   0.99948567
 NN0749
 NN0749:                Primary Azimuth Mark                     Grid Az
 NN0749:SPC NE       -  JOSIE                                    348 06 35.6
 NN0749:UTM  14      -  JOSIE                                    348 46 27.9
 NN0749
 NN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8117763193(NAD 83)
 NN0749
 NN0749|---------------------------------------------------------------------|
 NN0749| PID    Reference Object                     Distance      Geod. Az  |
 NN0749|                                                           dddmmss.s |
 NN0749| CO3867 KOLA AZ MK                                         0321311.1 |
 NN0749| CO3868 KOLA RM 1                            16.954 METERS 07417     |
 NN0749| CO3869 KOLA RM 2                             7.425 METERS 33442     |
 NN0749| NN0750 JOSIE                               APPROX. 7.6 KM 3483718.1 |
 NN0749|---------------------------------------------------------------------|
 NN0749
 NN0749                          SUPERSEDED SURVEY CONTROL
 NN0749
 NN0749  NAD 83(1986)-  42 07 14.23454(N)    099 13 39.76114(W) AD(       ) 1
 NN0749  NAD 27      -  42 07 14.22300(N)    099 13 38.37200(W) AD(       ) 1
 NN0749
 NN0749.Superseded values are not recommended for survey control.
 NN0749
 NN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0749.See file dsdata.pdf to determine how the superseded data were derived.
 NN0749
 NN0749_MARKER: DS = TRIANGULATION STATION DISK
 NN0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0749
 NN0749  HISTORY     - Date     Condition        Report By
 NN0749  HISTORY     - 1949     MONUMENTED       CGS
 NN0749  HISTORY     - 1974     GOOD             USGS
 NN0749
 NN0749                          STATION DESCRIPTION
 NN0749
 NN0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0749'THE STATION IS LOCATED ABOUT 12.0 MILES EAST AND 2.5 MILES
 NN0749'SOUTH OF THE ROSE POST OFFICE, ABOUT 2.25 MILES NORTH AND 0.25
 NN0749'MILES EAST OF THE CORNER WHERE HOLT, ROCK, LOUP AND GARFIELD
 NN0749'COUNTIES JOIN TOGETHER AND ABOUT 2.5 MILES WEST AND 2.0 MILES
 NN0749'SOUTH OF THE OLD KOLA POST OFFICE WHICH IS NOW ABANDONED.  IT
 NN0749'IS ON THE HIGHEST HILL IN THE VICINITY WHICH IS THE MOST
 NN0749'EASTERLY OF THREE HILLS OF ABOUT THE SAME ELEVATION.  IT IS 9.4
 NN0749'FEET EAST-SOUTHEAST OF A WITNESS POST, IT PROJECTS 5 INCHES
 NN0749'AND IS STAMPED KOLA 1949
 NN0749'
 NN0749'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 NN0749'IN THE TOP OF A FIVE INCH CAST-IRON PIPE PROJECTING 24 INCHES
 NN0749'ABOVE THE GROUND.  IT IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0749'5.0 FEET BELOW THE ELEVATION OF THE STATION AND IS STAMPED
 NN0749'KOLA NO 1 1949.
 NN0749'
 NN0749'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NN0749'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 8
 NN0749'INCHES AND IS STAMPED KOLA NO 2 1949.
 NN0749'
 NN0749'THE AZIMUTH MARK IS 281.0 FEET EAST OF THE CENTER OF A WIRE
 NN0749'GATE, ABOUT 70 YARDS EAST-NORTHEAST OF THE CENTER OF A WINDMILL
 NN0749'AND 0.8 OF A FOOT SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS
 NN0749'6 INCHES AND IS STAMPED KOLA 1949.
 NN0749'
 NN0749'TO REACH THE STATION FROM THE POST OFFICE IN BURWELL, GO NORTH
 NN0749'ON PAVED STREET FOR 0.05 OF A MILE, TURN RIGHT AND GO EAST ON
 NN0749'STREET FOR 0.4 OF A MILE TO THE STREET INTERSECTION WITH STATE
 NN0749'HIGHWAYS NO. 11 AND NO. 53, TURN LEFT ON STATE HIGHWAYS NO. 11
 NN0749'AND NO. 53 AND GO NORTH FOR 0.4 OF A MILE TO WHERE STATE HIGHWAY
 NN0749'NO. 53 TURNS TO THE RIGHT, HERE CONTINUE STRAIGHT AHEAD (NORTH)
 NN0749'ON STATE HIGHWAY NO. 11 FOR 27.85 MILES TO A T ROAD LEFT, TURN
 NN0749'LEFT ON SAND ROAD AND GO WEST FOR 4.15 MILES TO A T
 NN0749'INTERSECTION AT A SCHOOL HOUSE ON THE RIGHT, TURN RIGHT AND GO
 NN0749'NORTH AND WEST ON MAIN ROAD FOR 0.3 OF A MILE TO A FORK,
 NN0749'TAKE LEFT FORK AND CONTINUE WEST FOR 0.4 OF A MILE TO A
 NN0749'CATTLE GUARD, CONTINUE WEST AND SOUTHWEST FOR 0.65 OF A MILE
 NN0749'TO A CATTLE GUARD SOUTH OF A RANCH HOUSE, CONTINUE WEST
 NN0749'ACROSS A SMALL PASTURE TO ANOTHER CATTLE GUARD, CROSS
 NN0749'GUARD AND TAKE THE RIGHT FORK WEST AND NORTHWEST FOR 0.65 OF
 NN0749'A MILE TO A WIRE GATE AND CATTLE GUARD, CROSS CATTLE
 NN0749'GUARD AND CONTINUE ON MAIN TRACK ROAD NORTH-NORTHWEST
 NN0749'FOR 0.3 OF A MILE TO A CATTLE GUARD, CROSS CATTLE GUARD
 NN0749'AND BEAR LEFT AND GO WESTERLY FOR 0.2 OF A MILE TO A WIRE
 NN0749'GATE AND CATTLE GUARD, CROSS CATTLE GUARD AND TAKE LEFT FORK ON
 NN0749'MAIN TRACK ROAD FOR 0.3 OF A MILE TO A WIRE GATE AND CATTLE GUARD.
 NN0749'CROSS GUARD AND CONTINUE WESTERLY ON MAIN TRACK ROAD FOR 0.45
 NN0749'OF A MILE TO A FORK, TAKE LEFT FORK AND GO WEST AND SOUTHWEST FOR
 NN0749'0.1 OF A MILE TO A WIRE GATE AND CATTLE GUARD SOUTHEAST OF
 NN0749'A RANCH HOUSE, CROSS CATTLE GUARD AND TURN RIGHT AND CONTINUE
 NN0749'WESTERLY ON MAIN TRACK ROAD FOR 0.9 OF A MILE TO A CATTLE
 NN0749'GUARD, CROSS CATTLE GUARD AND CONTINUE WESTERLY ON MAIN TRACK
 NN0749'ROAD FOR 0.15 OF A MILE TO A CROSS-TRAIL AT A RANCH HOUSE
 NN0749'ON THE RIGHT, TURN SHARP LEFT AND FOLLOW TRACK ROAD
 NN0749'SOUTH FOR 0.55 OF A MILE TO A WIRE GATE AND CATTLE
 NN0749'GUARD JUST WEST OF A FENCE CORNER, CONTINUE SOUTH
 NN0749'ON TRACK ROAD FOR 0.4 OF A MILE TO A POINT WHERE THE ROAD BEARS
 NN0749'TO THE RIGHT, BEAR RIGHT AND CIRCLE TO THE RIGHT OF LOW GROUND
 NN0749'FOR 0.3 OF A MILE COMMING BACK TO THE ROAD JUST SOUTH OF A
 NN0749'WHITE SCHOOL HOUSE AT A CROSSROAD, HERE TURN SHARP RIGHT AND
 NN0749'GO WEST ON TRACK ROAD FOR 0.5 OF A MILE TO A WIRE GATE AND
 NN0749'CATTLE GUARD, CROSS CATTLE GUARD AND GO WEST ON TRACK ROAD
 NN0749'FOR 0.35 OF A MILE TO A RANCH HOUSE, PASS THROUGH RANCH
 NN0749'YARD TO A WIRE GATE JUST SOUTHEAST OF THE RANCH HOUSE,
 NN0749'TURN RIGHT AND GO WESTERLY ON TRACK ROAD FOR 0.25 OF A MILE
 NN0749'TO A WIRE GATE AT A TELEPHONE LINE, PASS THROUGH WIRE GATE
 NN0749'AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.3 OF A MILE TO A
 NN0749'POINT JUST AFTER PASSING A HIGH HILL ON THE RIGHT WITH THREE
 NN0749'CEDAR TREES ON THE EAST SLOPE, TURN LEFT OFF OF THE TRACK
 NN0749'ROAD AT THIS POINT AND GO SOUTHWEST ACROSS A PASTURE (NO
 NN0749'TRAIL) FOR 0.45 OF A MILE TO A WIRE GATE JUST NORTHWEST OF A
 NN0749'WINDMILL, (AZIMUTH MARK EAST OF THIS GATE AS DESCRIBED).
 NN0749'PASS THROUGH WIRE GATE AND PICK OUT A ROAD SOUTH,
 NN0749'SOUTHWEST AND SOUTH ACROSS PASTURE BY FOLLOWING THE RIDGES FOR
 NN0749'ABOUT 0.45 OF A MILE TO TOP OF HIGHEST POINT AND THE
 NN0749'STATION AS DESCRIBED.
 NN0749'
 NN0749'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET.
 NN0749'
 NN0749'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0749'
 NN0749'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0749'
 NN0749'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET.
 NN0749
 NN0749                          STATION RECOVERY (1974)
 NN0749
 NN0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NN0749'SAND HAS BLOWN AWAY FROM THE STATION MARK AND IT PROJECTS
 NN0749'ABOUT 30 INCHES BUT APPEARS OK.
 NN0749'
 NN0749'R.M. 2 IS LEANING AND IN A BLOW OUT AND IN DANGER OF BEING
 NN0749'DESTROYED.
 NN0749'
 NN0749'AZIMUTH MARK WAS FOUND LYING ON THE SURFACE AND IS DESTROYED.
 NN0749'
 NN0749'R.M. 1 IS OK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1277 ***********************************************************************
 LH1277  DESIGNATION -  KOLLER
 LH1277  PID         -  LH1277
 LH1277  STATE/COUNTY-  NE/KEARNEY
 LH1277  COUNTRY     -  US
 LH1277  USGS QUAD   -  HEARTWELL (2017)
 LH1277
 LH1277                         *CURRENT SURVEY CONTROL
 LH1277  ______________________________________________________________________
 LH1277* NAD 83(1995) POSITION- 40 32 14.32087(N) 098 51 49.55746(W)   ADJUSTED
 LH1277* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 LH1277  ______________________________________________________________________
 LH1277  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 LH1277  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 LH1277  HORZ ORDER      -  THIRD
 LH1277
 LH1277.The horizontal coordinates were established by classical geodetic methods
 LH1277.and adjusted by the National Geodetic Survey in August 1997.
 LH1277
 LH1277.The orthometric height was scaled from a topographic map.
 LH1277
 LH1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1277.GEOID18 height accuracy estimate available here.
 LH1277
 LH1277.Click photographs - Photos may exist for this station.
 LH1277
 LH1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1277
 LH1277. The following values were computed from the NAD 83(1995) position.
 LH1277
 LH1277;                    North         East     Units Scale Factor Converg.
 LH1277;SPC NE       -    78,795.189   596,240.633   MT  0.99980020   +0 45 10.7
 LH1277;SPC NE       -   258,513.88  1,956,166.14   sFT  0.99980020   +0 45 10.7
 LH1277;UTM  14      - 4,487,405.214   511,537.239   MT  0.99960164   +0 05 18.8
 LH1277
 LH1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1277!SPC NE       -   0.99990256  x   0.99980020  =   0.99970278
 LH1277!UTM  14      -   0.99990256  x   0.99960164  =   0.99950424
 LH1277
 LH1277:                Primary Azimuth Mark                     Grid Az
 LH1277:SPC NE       -  KOLLER AZ MK                             062 34 13.2
 LH1277:UTM  14      -  KOLLER AZ MK                             063 14 05.1
 LH1277
 LH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1153787405(NAD 83)
 LH1277
 LH1277|---------------------------------------------------------------------|
 LH1277| PID    Reference Object                     Distance      Geod. Az  |
 LH1277|                                                           dddmmss.s |
 LH1277| LH1599 KOLLER AZ MK                                       0631923.9 |
 LH1277| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 8.3 KM 2392022.7 |
 LH1277| LH1600 KOLLER RM 1                          24.737 METERS 24930     |
 LH1277| LH1540 KOLLER 2                             16.658 METERS 28346     |
 LH1277| LH1601 KOLLER RM 2                          17.981 METERS 32340     |
 LH1277|---------------------------------------------------------------------|
 LH1277
 LH1277                          SUPERSEDED SURVEY CONTROL
 LH1277
 LH1277  NAD 83(1986)-  40 32 14.32772(N)    098 51 49.55786(W) AD(       ) 3
 LH1277  NAD 27      -  40 32 14.27400(N)    098 51 48.27700(W) AD(       ) 3
 LH1277
 LH1277.Superseded values are not recommended for survey control.
 LH1277
 LH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1277.See file dsdata.pdf to determine how the superseded data were derived.
 LH1277
 LH1277_MARKER: DS = TRIANGULATION STATION DISK
 LH1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1277_STAMPING: KOLLER 1951
 LH1277_MARK LOGO: CGS
 LH1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1277+STABILITY: SURFACE MOTION
 LH1277
 LH1277  HISTORY     - Date     Condition        Report By
 LH1277  HISTORY     - 1951     MONUMENTED       CGS
 LH1277  HISTORY     - 1951     GOOD             CGS
 LH1277  HISTORY     - 1964     GOOD             CGS
 LH1277  HISTORY     - 1981     GOOD             LOCENG
 LH1277  HISTORY     - 19830503 SEE DESCRIPTION  NGS
 LH1277
 LH1277                          STATION DESCRIPTION
 LH1277
 LH1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1277'THE STATION IS LOCATED 5.0 MILES SOUTHWEST OF HEARTWELL AND 5.3
 LH1277'MILES NORTHEAST FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S.
 LH1277'HIGHWAYS 6 AND 34.  IT IS 26.5 FEET NORTH-NORTHEAST OF THE CENTER
 LH1277'OF U.S. HIGHWAYS 6 AND 34, 18.5 FEET EAST OF A FARM DRIVEWAY, 8
 LH1277'FEET SOUTH OF A WITNESS POST AND 8 FEET SOUTHEAST OF A FENCE
 LH1277'CORNER.  IT IS STAMPED KOLLER 1951 AND IS SET FLUSH.
 LH1277'
 LH1277'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND 39
 LH1277'FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 6 AND 34.
 LH1277'IT IS STAMPED KOLLER NO 1 1951 AND PROJECTS 5 INCHES.
 LH1277'
 LH1277'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE, 86 FEET
 LH1277'NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 6 AND 34 AND 14
 LH1277'FEET WEST OF THE CENTER OF A DRIVEWAY.  IT IS STAMPED KOLLER NO 2
 LH1277'1951 AND PROJECTS 1 INCH.
 LH1277'
 LH1277'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1277'2 IS 86.35 FEET.
 LH1277'
 LH1277'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTHEAST OF THE CENTER OF
 LH1277'U.S. HIGHWAYS 6 AND 34, 31 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1277'DIRT ROAD, 3 FEET WEST OF A POWER LINE POLE AND 1.5 FEET WEST OF A
 LH1277'WITNESS POST.  IT IS STAMPED KOLLER 1951 AND PROJECTS 2 INCHES.
 LH1277'
 LH1277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 LH1277'HIGHWAYS 6 AND 34 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LH1277'DESCRIBED.
 LH1277
 LH1277                          STATION RECOVERY (1951)
 LH1277
 LH1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1277'RECOVERED IN GOOD CONDITION.
 LH1277
 LH1277                          STATION RECOVERY (1964)
 LH1277
 LH1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1277'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1277'IN GOOD CONDITION, EXCEPT THE STATION MARK WAS ABOUT 6 INCHES
 LH1277'BELOW THE SURFACE OF A DRIVEWAY.  THIS STATION WAS OCCUPIED AND
 LH1277'THE ANGLES WERE MEASURED, SO A POSITION COULD BE COMPUTED FOR THE
 LH1277'NEW MINDEN, MUNICIPAL WATER TANK.  THERE ARE SOME LOCAL CHANGES,
 LH1277'SO A COMPLETE DESCRIPTION FOLLOWS.
 LH1277'
 LH1277'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE TOWN OF MINDEN
 LH1277'ALONG THE NORTH SIDE OF U.S. HIGHWAYS 6 AND 34 AND 5 MILES
 LH1277'SOUTHWEST OF THE SMALL TOWN OF HEARTWELL, 26.5 FEET NORTHWEST OF
 LH1277'THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 184 FEET WEST-NORTHWEST
 LH1277'OF THE WEST CORNER OF A LARGE STEEL GRAIN STORAGE BIN, 8 FEET
 LH1277'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 8.4 FEET SOUTH OF A NEW
 LH1277'STEEL WITNESS POST WITH A SIGN.  THE MARK IS 2 INCHES BELOW THE
 LH1277'SURFACE OF THE GROUND AND THE DISK IS STAMPED KOLLER 1951.
 LH1277'
 LH1277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 34
 LH1277'AND STATE HIGHWAY 10 IN MINDEN, GO NORTHEAST ON U.S. HIGHWAYS 6
 LH1277'AND 34 FOR 5.3 MILES TO A DRIVEWAY ON THE LEFT AND THE STATION.
 LH1277'
 LH1277'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE-LINE AND 39
 LH1277'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34.  THE
 LH1277'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED KOLLER NO 1 1951.
 LH1277'
 LH1277'REFERENCE MARK NO. 2 IS 86 FEET NORTHWEST OF THE CENTERLINE OF
 LH1277'U.S. HIGHWAY 6 AND 34 AND 14 FEET WEST OF THE CENTER OF DRIVEWAY.
 LH1277'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KOLLER NO 2
 LH1277'1951.
 LH1277'
 LH1277'AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION, 44 FEET
 LH1277'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 31 FEET
 LH1277'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 3 FEET WEST OF A
 LH1277'POWER POLE, AND 1 FOOT EAST-NORTHEAST OF A STEEL WITNESS POST.
 LH1277'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KOLLER 1951.
 LH1277'
 LH1277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 LH1277'HIGHWAYS 6 AND 34 FOR 0.4 MILE TO THE CROSSROADS AND THE AZIMUTH
 LH1277'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 LH1277'
 LH1277'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1277
 LH1277                          STATION RECOVERY (1981)
 LH1277
 LH1277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 LH1277'KOLLER 1951 RECOVERED GOOD.
 LH1277'
 LH1277'REF NO. 1 RECOVERED GOOD.
 LH1277'
 LH1277'REF NO. 2 NOT RECOVERED.
 LH1277'
 LH1277'AZIMUTH MARK RECOVERED GOOD.
 LH1277
 LH1277                          STATION RECOVERY (1983)
 LH1277
 LH1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1277'THE SURFACE STATION MARK, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 LH1277'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  RM 2 HAD BEEN DESTROYED.
 LH1277'THE ABOVE MARKS ARE IN THE WAY OF ROAD CONSTRUCTION, THEREFORE,
 LH1277'KOLLER 2, RM 3, RM 4 AND KOLLER 2 AZ MK HAVE BEEN ESTABLISHED.
 LH1277'THE DISTANCE RM 1 AGREED WITH 1951 DATA BUT THE DIRECTION WAS 1
 LH1277'MINUTE, 47 SECONDS SMALLER.  A CHECK ANGLE WAS OBTAINED TO THE
 LH1277'MINDEN, KEARNEY COUNTY COURTHOUSE FLAGSTAFF AND TO THE MINDEN
 LH1277'MUNICIPAL WATER TANK.
 LH1277'THE AZIMUTH MARK AND RM 1 WERE DESTROYED THIS DATE.  THE STATION WAS
 LH1277'LEFT IN PLACE AND WILL BE DESTROYED, OR WILL BE UNDER THE NEW HIGHWAY
 LH1277'SURFACE.   THE ORIGINAL UNDERGROUND MARK WILL PROBABLY NOT BE
 LH1277'DISTURBED, HOWEVER, IT WILL NOT BE USEABLE.
 LH1277'FOR FURTHER DETAILS SEE THE DESCRIPTION TO KOLLER 2 AND THE
 LH1277'PERIPHERAL MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1540 ***********************************************************************
 LH1540  DESIGNATION -  KOLLER 2
 LH1540  PID         -  LH1540
 LH1540  STATE/COUNTY-  NE/KEARNEY
 LH1540  COUNTRY     -  US
 LH1540  USGS QUAD   -  HEARTWELL (2017)
 LH1540
 LH1540                         *CURRENT SURVEY CONTROL
 LH1540  ______________________________________________________________________
 LH1540* NAD 83(1995) POSITION- 40 32 14.44934(N) 098 51 50.24496(W)   ADJUSTED
 LH1540* NAVD 88 ORTHO HEIGHT -   645.    (meters)     2116.    (feet) SCALED
 LH1540  ______________________________________________________________________
 LH1540  GEOID HEIGHT    -        -25.020 (meters)                     GEOID18
 LH1540  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 LH1540  HORZ ORDER      -  THIRD
 LH1540
 LH1540.The horizontal coordinates were established by classical geodetic methods
 LH1540.and adjusted by the National Geodetic Survey in August 1997.
 LH1540
 LH1540.The orthometric height was scaled from a topographic map.
 LH1540
 LH1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1540.GEOID18 height accuracy estimate available here.
 LH1540
 LH1540.Click photographs - Photos may exist for this station.
 LH1540
 LH1540.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1540
 LH1540. The following values were computed from the NAD 83(1995) position.
 LH1540
 LH1540;                    North         East     Units Scale Factor Converg.
 LH1540;SPC NE       -    78,798.938   596,224.406   MT  0.99980019   +0 45 10.3
 LH1540;SPC NE       -   258,526.18  1,956,112.91   sFT  0.99980019   +0 45 10.3
 LH1540;UTM  14      - 4,487,409.150   511,521.060   MT  0.99960163   +0 05 18.3
 LH1540
 LH1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1540!SPC NE       -   0.99990277  x   0.99980019  =   0.99970298
 LH1540!UTM  14      -   0.99990277  x   0.99960163  =   0.99950444
 LH1540
 LH1540:                Primary Azimuth Mark                     Grid Az
 LH1540:SPC NE       -  KOLLER 2 AZ MK                           239 55 05.1
 LH1540:UTM  14      -  KOLLER 2 AZ MK                           240 34 57.1
 LH1540
 LH1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1152187409(NAD 83)
 LH1540
 LH1540|---------------------------------------------------------------------|
 LH1540| PID    Reference Object                     Distance      Geod. Az  |
 LH1540|                                                           dddmmss.s |
 LH1540| LH1277 KOLLER                               16.658 METERS 10346     |
 LH1540| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 8.3 KM 2391533.6 |
 LH1540| LH1541 KOLLER 2 AZ MK                      APPROX. 0.9 KM 2404015.4 |
 LH1540| LH1597 KOLLER 2 RM 3                        10.830 METERS 24114     |
 LH1540| LH1598 KOLLER 2 RM 4                        63.286 METERS 32228     |
 LH1540|---------------------------------------------------------------------|
 LH1540
 LH1540                          SUPERSEDED SURVEY CONTROL
 LH1540
 LH1540  NAD 83(1986)-  40 32 14.45610(N)    098 51 50.24490(W) AD(       ) 3
 LH1540
 LH1540.Superseded values are not recommended for survey control.
 LH1540
 LH1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1540.See file dsdata.pdf to determine how the superseded data were derived.
 LH1540
 LH1540_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1540_STAMPING: KOLLER 2 1983
 LH1540_MARK LOGO: NGS
 LH1540_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1540+STABILITY: SURFACE MOTION
 LH1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1540+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1540
 LH1540  HISTORY     - Date     Condition        Report By
 LH1540  HISTORY     - 1983     MONUMENTED       NGS
 LH1540
 LH1540                          STATION DESCRIPTION
 LH1540
 LH1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1540'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) NORTHEAST FROM MINDEN,
 LH1540'8.0 KM (5.0 MI) SOUTHWEST FROM HEARTWELL AND ON THE NORTH
 LH1540'RIGHT-OF-WAY OF U.S. HIGHWAY 6, 34, ADJACENT TO FARM BUILDINGS OF MR.
 LH1540'ARDEN SINSEL.
 LH1540'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34.
 LH1540'IN MINDEN, GO NORTHEASTERLY ON HIGHWAY 6, 34 FOR 7.64 KM (4.75 MI) TO
 LH1540'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.89
 LH1540'KM (0.55 MI) TO THE STATION ON THE LEFT.
 LH1540'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1540'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1540'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 63.4 M (208.0 FT)
 LH1540'SOUTHEAST FROM THE SOUTHEAST CORNER OF A METAL BARN, 19.4 M (63.6 FT)
 LH1540'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT)
 LH1540'SOUTHWEST FROM THE CENTERLINE OF THE EXISTING DRIVEWAY AND 0.6 M
 LH1540'(2.0 FT) SOUTHWEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1541 ***********************************************************************
 LH1541  DESIGNATION -  KOLLER 2 AZ MK
 LH1541  PID         -  LH1541
 LH1541  STATE/COUNTY-  NE/KEARNEY
 LH1541  COUNTRY     -  US
 LH1541  USGS QUAD   -  HEARTWELL (2017)
 LH1541
 LH1541                         *CURRENT SURVEY CONTROL
 LH1541  ______________________________________________________________________
 LH1541* NAD 83(1995) POSITION- 40 32 00.28422(N) 098 52 23.28576(W)   ADJUSTED
 LH1541* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 LH1541  ______________________________________________________________________
 LH1541  GEOID HEIGHT    -        -25.025 (meters)                     GEOID18
 LH1541  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 LH1541  HORZ ORDER      -  THIRD
 LH1541
 LH1541.The horizontal coordinates were established by classical geodetic methods
 LH1541.and adjusted by the National Geodetic Survey in August 1997.
 LH1541
 LH1541.The orthometric height was scaled from a topographic map.
 LH1541
 LH1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1541.GEOID18 height accuracy estimate available here.
 LH1541
 LH1541.Click photographs - Photos may exist for this station.
 LH1541
 LH1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1541
 LH1541. The following values were computed from the NAD 83(1995) position.
 LH1541
 LH1541;                    North         East     Units Scale Factor Converg.
 LH1541;SPC NE       -    78,351.954   595,452.754   MT  0.99980134   +0 44 48.4
 LH1541;SPC NE       -   257,059.70  1,953,581.24   sFT  0.99980134   +0 44 48.4
 LH1541;UTM  14      - 4,486,971.231   510,744.433   MT  0.99960142   +0 04 56.8
 LH1541
 LH1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1541!SPC NE       -   0.99990264  x   0.99980134  =   0.99970400
 LH1541!UTM  14      -   0.99990264  x   0.99960142  =   0.99950410
 LH1541
 LH1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1074486971(NAD 83)
 LH1541
 LH1541                          SUPERSEDED SURVEY CONTROL
 LH1541
 LH1541  NAD 83(1986)-  40 32 00.29087(N)    098 52 23.28581(W) AD(       ) 3
 LH1541
 LH1541.Superseded values are not recommended for survey control.
 LH1541
 LH1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1541.See file dsdata.pdf to determine how the superseded data were derived.
 LH1541
 LH1541_MARKER: DZ = AZIMUTH MARK DISK
 LH1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1541_STAMPING: KOLLER 2 1983
 LH1541_MARK LOGO: NGS
 LH1541_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1541+STABILITY: SURFACE MOTION
 LH1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1541+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1541
 LH1541  HISTORY     - Date     Condition        Report By
 LH1541  HISTORY     - 1983     MONUMENTED       NGS
 LH1541
 LH1541                          STATION DESCRIPTION
 LH1541
 LH1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1541'THE STATION IS LOCATED ABOUT 7.74 KM (4.81 MI) NORTHEAST FROM MINDEN
 LH1541'AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 6, 34.
 LH1541'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34,
 LH1541'IN MINDEN, GO NORTHEAST ON THE U.S. HIGHWAY FOR 7.64 KM (4.75 MI) TO
 LH1541'THE MARK ON THE LEFT.
 LH1541'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1541'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 LH1541'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 18.9 M (62.0 FT)
 LH1541'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 1.00 M (3.28 FT) EAST
 LH1541'FROM A RIGHT-OF-WAY MARKER AND 0.76 M (2.49 FT) SOUTHEAST FROM A
 LH1541'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0410 ***********************************************************************
 NO0410  DESIGNATION -  KOSHOPAH
 NO0410  PID         -  NO0410
 NO0410  STATE/COUNTY-  NE/BROWN
 NO0410  COUNTRY     -  US
 NO0410  USGS QUAD   -  KOSHOPAH (2017)
 NO0410
 NO0410                         *CURRENT SURVEY CONTROL
 NO0410  ______________________________________________________________________
 NO0410* NAD 83(1995) POSITION- 42 05 43.63114(N) 100 02 50.12332(W)   ADJUSTED
 NO0410* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 NO0410  ______________________________________________________________________
 NO0410  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 NO0410  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 NO0410  HORZ ORDER      -  FIRST
 NO0410
 NO0410.The horizontal coordinates were established by classical geodetic methods
 NO0410.and adjusted by the National Geodetic Survey in August 1997.
 NO0410
 NO0410.The orthometric height was scaled from a topographic map.
 NO0410
 NO0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0410.GEOID18 height accuracy estimate available here.
 NO0410
 NO0410.Click photographs - Photos may exist for this station.
 NO0410
 NO0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0410
 NO0410. The following values were computed from the NAD 83(1995) position.
 NO0410
 NO0410;                    North         East     Units Scale Factor Converg.
 NO0410;SPC NE       -   251,158.291   496,091.750   MT  0.99971149   -0 01 52.7
 NO0410;SPC NE       -   824,008.49  1,627,594.35   sFT  0.99971149   -0 01 52.7
 NO0410;UTM  14      - 4,660,904.961   413,397.951   MT  0.99969228   -0 42 07.5
 NO0410
 NO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0410!SPC NE       -   0.99986858  x   0.99971149  =   0.99958010
 NO0410!UTM  14      -   0.99986858  x   0.99969228  =   0.99956090
 NO0410
 NO0410:                Primary Azimuth Mark                     Grid Az
 NO0410:SPC NE       -  KOSHOPAH AZ MK                           012 39 29.1
 NO0410:UTM  14      -  KOSHOPAH AZ MK                           013 19 43.9
 NO0410
 NO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1339760904(NAD 83)
 NO0410
 NO0410|---------------------------------------------------------------------|
 NO0410| PID    Reference Object                     Distance      Geod. Az  |
 NO0410|                                                           dddmmss.s |
 NO0410| CO3870 KOSHOPAH AZ MK                                     0123736.4 |
 NO0410| CO3871 KOSHOPAH RM 1                         8.712 METERS 11239     |
 NO0410| CO3872 KOSHOPAH RM 2                        11.256 METERS 21624     |
 NO0410|---------------------------------------------------------------------|
 NO0410
 NO0410                          SUPERSEDED SURVEY CONTROL
 NO0410
 NO0410  NAD 83(1986)-  42 05 43.63551(N)    100 02 50.13179(W) AD(       ) 1
 NO0410  NAD 27      -  42 05 43.62800(N)    100 02 48.66700(W) AD(       ) 1
 NO0410
 NO0410.Superseded values are not recommended for survey control.
 NO0410
 NO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0410.See file dsdata.pdf to determine how the superseded data were derived.
 NO0410
 NO0410_MARKER: DS = TRIANGULATION STATION DISK
 NO0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0410_STAMPING: KOSHOPAH 1949
 NO0410_MARK LOGO: CGS
 NO0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0410+STABILITY: SURFACE MOTION
 NO0410
 NO0410  HISTORY     - Date     Condition        Report By
 NO0410  HISTORY     - 1949     MONUMENTED       CGS
 NO0410  HISTORY     - 1974     GOOD             USGS
 NO0410
 NO0410                          STATION DESCRIPTION
 NO0410
 NO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0410'THE STATION IS LOCATED ABOUT 3.0 MILES EAST AND 1/2 MILE
 NO0410'SOUTH OF THE KOSHOPAH STORE AND POST OFFICE, 2-1/4 MILES
 NO0410'SOUTH OF THE VALLEY VIEW SCHOOL HOUSE AND 1/2 MILE NORTH OF
 NO0410'THE BROWN-BLAINE COUNTY LINE, ON THE HIGHEST POINT OF A
 NO0410'PROMINENT SAND HILL AND ON LAND OWNED BY MR. LOUIS ENGLERT
 NO0410'WHO LIVES ABOUT 6.0 MILES SOUTH OF THE STATION.  IT IS NEAR
 NO0410'THE NORTH END OF THE SAND HILL 6-1/2 FEET EAST OF WITNESS
 NO0410'POST AND STAMPED KOSHOPAH 1949 AND PROJECTS 3 INCHES.
 NO0410'
 NO0410'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION AND ABOUT
 NO0410'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED KOSHOPAH
 NO0410'NO 1 1949 AND PROJECTS 3 INCHES.
 NO0410'
 NO0410'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION AND
 NO0410'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 NO0410'KOSHOPAH NO 2 1949 AND PROJECTS 3 INCHES.
 NO0410'
 NO0410'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE
 NO0410'STATION, ABOUT 150 FEET EAST OF WIRE GATE, 2-1/2 FEET EAST
 NO0410'OF WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 NO0410'IT IS STAMPED KOSHOPAH 1949 AND PROJECTS 4 INCHES.
 NO0410'
 NO0410'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NO0410'GO SOUTH ON STATE ROUTE NO 7 FOR 25.7 MILES TO THE BRIDGE OVER
 NO0410'THE CALAMUS RIVER, CONTINUE SOUTH ON STATE ROUTE NO 7 FOR
 NO0410'0.3 MILE TO SIDE ROAD RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND
 NO0410'GO WEST FOR 1.0 MILE TO FORKS, BEAR LEFT AND CONTINUE ON MAIN
 NO0410'TRAVELED ROAD FOR 3.2 MILES TO FORKS, BEAR RIGHT AND CONTINUE
 NO0410'FOR 1.55 MILES TO CATTLE GUARD WEST OF LARGE SAND BLOW AND
 NO0410'DETOUR IN MAIN ROAD, CROSS CATTLE GUARD AND CONTINUE WEST
 NO0410'ON MAIN TRAVELED ROAD FOR 2.1 MILES TO ENTRANCE TO THE PIXLEY
 NO0410'FARM HOUSE ON THE LEFT, CONTINUE WEST, SOUTH AND WEST ON
 NO0410'MAIN TRAVELED ROAD FOR 1.7 MILES TO CATTLE GUARD ABOUT 0.1
 NO0410'MILE SOUTH OF WHITE FARM HOUSE, CROSS CATTLE GUARD AND GO
 NO0410'WEST FOR 0.1 MILE TO FORK, BEAR LEFT AND GO SOUTH ON MAIN
 NO0410'TRAVELED ROAD FOR 0.3 MILE TO CATTLE GUARD, CROSS CATTLE
 NO0410'GUARD AND CONTINUE ON MAIN TRAVELED ROAD KEEPING BOTH
 NO0410'LEFT FORKS FOR 1.1 MILES TO WIRE GATE, PASS THROUGH GATE
 NO0410'AND CONTINUE FOR 1.4 MILES TO CATTLE GUARD, CROSS AND
 NO0410'CONTINUE FOR 0.2 MILE TO REVERSE FORK LEFT, (FARM HOUSE
 NO0410'AHEAD ABOUT 0.2 MILE ALSO ROAD FORKS AFTER CROSSING OLD
 NO0410'FENCE LINE), TURN SHARP LEFT IN A SOUTHEASTERLY DIRECTION
 NO0410'AND GO 0.6 MILE TO GATE AFTER PASSING WINDMILL ON THE
 NO0410'LEFT, PASS THROUGH GATE AND GO 0.1 MILE TO FORK, BEAR RIGHT ON
 NO0410'DIM ROAD AND GO SOUTH FOR 0.4 MILE TO GATE, PASS THROUGH
 NO0410'AND CONTINUE ON DIM ROAD FOR 0.15 MILE TO FORK, BEAR
 NO0410'RIGHT AND CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO OLD HOUSE
 NO0410'ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO GATE,
 NO0410'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.5
 NO0410'MILE TO WINDMILL ON LEFT, CONTINUE SOUTHWEST ON TRACK ROAD
 NO0410'FOR 0.6 MILE TO GATE AND TRIANGULAR BLAZED FENCE POST, TURN
 NO0410'LEFT ON EAST SIDE OF FENCE LINE AND GO SOUTH FOR 0.2 MILE,
 NO0410'BEAR LEFT ON DIM TRACK ROAD AND GO SOUTHEAST ACROSS PASTURE
 NO0410'FOR 0.3 MILE TO WIRE GATE IN DRAW, (AZIMUTH MARK IS ABOUT
 NO0410'150 FEET EAST OF THIS GATE ON THE TOP OF SAND HILL), PASS
 NO0410'THROUGH GATE AND CONTINUE TO TOP OF HILL, BEAR RIGHT AND
 NO0410'PICK ROAD IN A SOUTHWESTERLY DIRECTION FOR 0.4 MILE TO HIGHEST
 NO0410'POINT AND STATION AS DESCRIBED.
 NO0410'
 NO0410'STATION, PURDUM, GOOSE CREEK USGS, MIDVALE, CALAMIS USGS AND
 NO0410'HUNT 2 VISIBLE AT 4 FEET.
 NO0410'
 NO0410'A 4-FOOT SIGNAL AT STATION FINK USGS IS VISIBLE AT 4 FEET.
 NO0410'
 NO0410'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NO0410
 NO0410                          STATION RECOVERY (1974)
 NO0410
 NO0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NO0410'REF. MKS. 1 AND 2 FOUND IN GOOD CONDITION.  STA. MK. HAS
 NO0410'SOME EROSION AROUND IT, AND IT PROJECTS ABOUT 12 INCHES AND
 NO0410'IS SLIGHTLY DISTURBED.
 NO0410'
 NO0410'AZ. MK. WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0787 ***********************************************************************
 LG0787  DESIGNATION -  KOTAS
 LG0787  PID         -  LG0787
 LG0787  STATE/COUNTY-  NE/SALINE
 LG0787  COUNTRY     -  US
 LG0787  USGS QUAD   -  FRIEND SE (2017)
 LG0787
 LG0787                         *CURRENT SURVEY CONTROL
 LG0787  ______________________________________________________________________
 LG0787* NAD 83(1995) POSITION- 40 30 35.96333(N) 097 17 42.72431(W)   ADJUSTED
 LG0787* NAVD 88 ORTHO HEIGHT -   481.    (meters)     1578.    (feet) SCALED
 LG0787  ______________________________________________________________________
 LG0787  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 LG0787  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 LG0787  HORZ ORDER      -  FIRST
 LG0787
 LG0787.The horizontal coordinates were established by classical geodetic methods
 LG0787.and adjusted by the National Geodetic Survey in August 1997.
 LG0787
 LG0787.The orthometric height was scaled from a topographic map.
 LG0787
 LG0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0787.GEOID18 height accuracy estimate available here.
 LG0787
 LG0787.Click photographs - Photos may exist for this station.
 LG0787
 LG0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0787
 LG0787. The following values were computed from the NAD 83(1995) position.
 LG0787
 LG0787;                    North         East     Units Scale Factor Converg.
 LG0787;SPC NE       -    78,714.390   729,164.395   MT  0.99980828   +1 47 32.9
 LG0787;SPC NE       -   258,248.79  2,392,266.85   sFT  0.99980828   +1 47 32.9
 LG0787;UTM  14      - 4,485,759.644   644,436.119   MT  0.99985679   +1 06 27.3
 LG0787
 LG0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0787!SPC NE       -   0.99992875  x   0.99980828  =   0.99973704
 LG0787!UTM  14      -   0.99992875  x   0.99985679  =   0.99978555
 LG0787
 LG0787:                Primary Azimuth Mark                     Grid Az
 LG0787:SPC NE       -  KOTAS AZ MK                              198 45 26.8
 LG0787:UTM  14      -  KOTAS AZ MK                              199 26 32.4
 LG0787
 LG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4443685759(NAD 83)
 LG0787
 LG0787|---------------------------------------------------------------------|
 LG0787| PID    Reference Object                     Distance      Geod. Az  |
 LG0787|                                                           dddmmss.s |
 LG0787| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.15.7 KM 0020335.2 |
 LG0787| LG0786 FRIEND STANDPIPE                    APPROX.16.3 KM 0023521.3 |
 LG0787| CN8961 KOTAS RM 3                           33.633 METERS 09135     |
 LG0787| CN8959 KOTAS RM 1                           46.494 METERS 09402     |
 LG0787| LG0840 TOBIAS MUNICIPAL TANK               APPROX.10.7 KM 1985114.1 |
 LG0787| CN8958 KOTAS AZ MK                                        2003259.7 |
 LG0787| CN8960 KOTAS RM 2                           74.114 METERS 25646     |
 LG0787| LG0789 MILLIGAN MUNICIPAL TANK             APPROX. 8.1 KM 2622216.3 |
 LG0787| LG0790 EXETER TANK                         APPROX.19.9 KM 3181911.1 |
 LG0787|---------------------------------------------------------------------|
 LG0787
 LG0787                          SUPERSEDED SURVEY CONTROL
 LG0787
 LG0787  NAD 83(1986)-  40 30 35.97067(N)    097 17 42.72456(W) AD(       ) 1
 LG0787  NAD 27      -  40 30 35.95600(N)    097 17 41.55600(W) AD(       ) 1
 LG0787
 LG0787.Superseded values are not recommended for survey control.
 LG0787
 LG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0787.See file dsdata.pdf to determine how the superseded data were derived.
 LG0787
 LG0787_MARKER: DS = TRIANGULATION STATION DISK
 LG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0787_STAMPING: KOTAS 1935
 LG0787_MARK LOGO: CGS
 LG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0787+STABILITY: SURFACE MOTION
 LG0787
 LG0787  HISTORY     - Date     Condition        Report By
 LG0787  HISTORY     - 1935     MONUMENTED       CGS
 LG0787  HISTORY     - 1950     GOOD             CGS
 LG0787
 LG0787                          STATION DESCRIPTION
 LG0787
 LG0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0787'STATION IS LOCATED IN SOUTHEAST QUARTER SEC. 3, T. 6 N., R.1 E.,
 LG0787'ABOUT 10 MILES SOUTH OF FRIEND, ON THE TOP OF A RIDGE WHICH
 LG0787'EXTENDS TO THE NORTH AND SOUTH AND SLOPES DOWNWARD TO THE EAST AND
 LG0787'WEST.  ON HIGHEST GROUND IN VICINITY, ON PROPERTY OWNED BY
 LG0787'FRED KOTAS.
 LG0787'
 LG0787'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 41 ABOUT 6
 LG0787'MILES NORTH OF WESTERN BY GOING WEST ON STATE HIGHWAY 41 FOR
 LG0787'6.0 MILES, TURN RIGHT (NORTH) ON GRADED DIRT ROAD FOR 2.0 MILES,
 LG0787'TURN LEFT (WEST) ON GRADED DIRT ROAD FOR 0.15 MILE
 LG0787'TO TOP OF RIDGE AND STATION.  STATION IS ABOUT 150 METERS
 LG0787'NORTHEAST OF WHITE FARMHOUSE ON SOUTH SIDE OF ROAD (HOME OF
 LG0787'JAMES BETKA), 10.5 METERS NORTH OF CENTERLINE OF EAST-WEST
 LG0787'ROAD, 5.0 METERS WEST OF TELEPHONE POLE, ON NORTH RIGHT-OF-WAY
 LG0787'FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND
 LG0787'
 LG0787'REFERENCE MARK NO. 1 IS 46.494 METERS EAST OF STATION, 8.0 METERS
 LG0787'NORTH OF CENTERLINE OF EAST-WEST ROAD, 2.7 METERS SOUTH OF
 LG0787'EAST-WEST FENCE LINE, PROJECTING ABOUT 4 INCHES ABOVE SURFACE OF
 LG0787'GROUND.
 LG0787'
 LG0787'REFERENCE MARK NO. 2 IS 74.033 METERS SOUTH-SOUTHWEST OF STATION,
 LG0787'ABOUT 40 METERS EAST OF DRIVEWAY TO MR. BETKAS HOUSE, 7.7
 LG0787'METERS SOUTH OF CENTERLINE OF EAST-WEST ROAD, PROJECTING ABOUT
 LG0787'6 INCHES ABOVE SURFACE OF GROUND.
 LG0787'
 LG0787'AZIMUTH MARK IS APPROXIMATELY 2.2 MILES SOUTH-SOUTHWEST OF
 LG0787'STATION, ABOUT 20 METERS NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0787'CENTER SCHOOL, 15 METERS SOUTH OF CENTERLINE OF STATE HIGHWAY 41,
 LG0787'AND 3.0 METERS SOUTH OF THE NORTHEAST CORNER OF THE CENTER
 LG0787'CEMETERY.  TO REACH FROM THE STATION, GO EAST FOR 0.15 MILE, TURN
 LG0787'RIGHT (SOUTH) FOR 2.0 MILES, TURN RIGHT (WEST) ON STATE HIGHWAY
 LG0787'41 FOR 0.8 MILE TO MARK ON LEFT.
 LG0787'
 LG0787'RM 1 AND RM 2 MEASURED IN HIGH WIND.
 LG0787'
 LG0787'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0787
 LG0787                          STATION RECOVERY (1950)
 LG0787
 LG0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0787'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0787'TO BE IN GOOD CONDITION EXCEPT R.M. NO. 1 WHICH HAD BEEN
 LG0787'DESTROYED BY A ROAD GRADER.  R.M. NO. 3 WAS SET TO TAKE ITS PLACE.
 LG0787'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO R.M.
 LG0787'NO. 2.  A COMPLETE AND NEW DESCRIPTION FOLLOWS-
 LG0787'
 LG0787'THE STATION IS LOCATED ABOUT 5 MILES EAST AND 1 MILE NORTH OF
 LG0787'MILLIGAN AND 10 MILES SOUTH SOUTHWEST OF FRIEND.  IT IS 67 FEET
 LG0787'NORTH OF A POWERLINE POLE, 35 FEET NORTH OF THE CENTERLINE OF A
 LG0787'DIRT ROAD AND 17 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LG0787'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED KOTAS 1935.
 LG0787'
 LG0787'REFERENCE MARK NO. 2 IS 130 FEET EAST OF THE CENTERLINE OF A
 LG0787'DRIVEWAY LEADING TO A FARM HOME AND 24 FEET SOUTH OF THE
 LG0787'CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 LG0787'AND THE DISK IS STAMPED KOTAS NO 2 1935.
 LG0787'
 LG0787'REFERENCE MARK NO. 3 IS 51.5 FEET WEST OF A TELEPHONE POLE
 LG0787'AND 33 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK
 LG0787'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED.
 LG0787'KOTAS NO 3 1950.
 LG0787'
 LG0787'AZIMUTH MARK IS 77 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LG0787'SCHOOL HOUSE, 60 FEET WEST OF A POWERLINE POLE, 48 FEET SOUTH
 LG0787'OF THE CENTERLINE OF A GRAVEL ROAD, 15 FEET SOUTHWEST OF A
 LG0787'TELEPHONE POLE, 10 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST
 LG0787'OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0787'STAMPED KOTAS 1935.
 LG0787'
 LG0787'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0787'MILLIGAN, GO NORTH FOR 0.05 MILE TO A CROSS STREETS.  TURN RIGHT
 LG0787'(EAST) AND GO 0.05 MILE TO STATE ROUTE 41.  TURN RIGHT (SOUTH)
 LG0787'AND FOLLOW STATE ROUTE 41 SOUTH AND EAST FOR 5.2 MILE TO SCHOOL
 LG0787'HOUSE AND AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE EAST
 LG0787'FOR 0.8 MILE TO CROSSROADS.  TURN LEFT (NORTH) FOR 2.0 MILES
 LG0787'TO A CROSSROADS.  TURN LEFT (WEST) FOR 0.15 MILE TO STATION ON
 LG0787'NORTH SIDE OF ROAD AS DESCRIBED.
 LG0787'
 LG0787'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0733 ***********************************************************************
 NN0733  DESIGNATION -  KRAMER
 NN0733  PID         -  NN0733
 NN0733  STATE/COUNTY-  NE/ROCK
 NN0733  COUNTRY     -  US
 NN0733  USGS QUAD   -  NEWPORT SW (2017)
 NN0733
 NN0733                         *CURRENT SURVEY CONTROL
 NN0733  ______________________________________________________________________
 NN0733* NAD 83(1995) POSITION- 42 35 14.07516(N) 099 25 09.75572(W)   ADJUSTED
 NN0733* NAVD 88 ORTHO HEIGHT -   707.    (meters)     2320.    (feet) SCALED
 NN0733  ______________________________________________________________________
 NN0733  GEOID HEIGHT    -        -23.478 (meters)                     GEOID18
 NN0733  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 NN0733  HORZ ORDER      -  THIRD
 NN0733
 NN0733.The horizontal coordinates were established by classical geodetic methods
 NN0733.and adjusted by the National Geodetic Survey in August 1997.
 NN0733
 NN0733.The orthometric height was scaled from a topographic map.
 NN0733
 NN0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0733.GEOID18 height accuracy estimate available here.
 NN0733
 NN0733.Click photographs - Photos may exist for this station.
 NN0733
 NN0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0733
 NN0733. The following values were computed from the NAD 83(1995) position.
 NN0733
 NN0733;                    North         East     Units Scale Factor Converg.
 NN0733;SPC NE       -   305,932.553   547,652.140   MT  0.99983701   +0 23 05.2
 NN0733;SPC NE       - 1,003,713.72  1,796,755.40   sFT  0.99983701   +0 23 05.2
 NN0733;UTM  14      - 4,715,065.725   465,589.365   MT  0.99961457   -0 17 01.7
 NN0733
 NN0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0733!SPC NE       -   0.99989278  x   0.99983701  =   0.99972980
 NN0733!UTM  14      -   0.99989278  x   0.99961457  =   0.99950739
 NN0733
 NN0733:                Primary Azimuth Mark                     Grid Az
 NN0733:SPC NE       -  G 220                                    192 52 06.3
 NN0733:UTM  14      -  G 220                                    193 32 13.2
 NN0733
 NN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6558915065(NAD 83)
 NN0733
 NN0733|---------------------------------------------------------------------|
 NN0733| PID    Reference Object                     Distance      Geod. Az  |
 NN0733|                                                           dddmmss.s |
 NN0733| NN0732 NEWPORT MUNICIPAL TANK              APPROX. 7.8 KM 0772937.4 |
 NN0733| CO3873 KRAMER RM 1                          17.785 METERS 12000     |
 NN0733| NN0372 G 220                                              1931511.5 |
 NN0733| CO3874 KRAMER RM 2                          18.902 METERS 24727     |
 NN0733|---------------------------------------------------------------------|
 NN0733
 NN0733                          SUPERSEDED SURVEY CONTROL
 NN0733
 NN0733  NAD 83(1986)-  42 35 14.08074(N)    099 25 09.76423(W) AD(       ) 3
 NN0733  NAD 27      -  42 35 14.08100(N)    099 25 08.36100(W) AD(       ) 3
 NN0733
 NN0733.Superseded values are not recommended for survey control.
 NN0733
 NN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0733.See file dsdata.pdf to determine how the superseded data were derived.
 NN0733
 NN0733_MARKER: DS = TRIANGULATION STATION DISK
 NN0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0733_STAMPING: KRAMER 1949
 NN0733_MARK LOGO: CGS
 NN0733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NN0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0733+STABILITY: SURFACE MOTION
 NN0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0733+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1998
 NN0733
 NN0733  HISTORY     - Date     Condition        Report By
 NN0733  HISTORY     - 1949     MONUMENTED       CGS
 NN0733  HISTORY     - 19980721 GOOD             NEDR
 NN0733
 NN0733                          STATION DESCRIPTION
 NN0733
 NN0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0733'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF NEWPORT AND
 NN0733'5.0 MILES EAST OF BASSETT ON LAND OWNED BY MR. BEN KRAMER.
 NN0733'IT IS IN THE SOUTHEAST CORNER OF GROVE OF PINE TREES, 16.5
 NN0733'FEET NORTHWEST OF TRIANGULAR BLAZED CORNER POST OF FENCE AROUND
 NN0733'GROVE OF TREES, 13 FEET NORTH OF EAST-WEST FENCE LINE, 6 FEET
 NN0733'WEST OF NORTH-SOUTH FENCE LINE AND 2.5 FEET SOUTHWEST OF WITNESS
 NN0733'POST.  IT IS STAMPED KRAMER 1949 AND PROJECTS 3 INCHES.
 NN0733'
 NN0733'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 55
 NN0733'FEET EAST OF THE SOUTHEAST CORNER OF FENCE AROUND GROVE OF
 NN0733'TREES.  IT IS STAMPED KRAMER NO 1 1949 AND PROJECTS 1 INCH.
 NN0733'
 NN0733'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 18
 NN0733'FEET SOUTH OF SOUTH SIDE OF FENCE AROUND GROVE OF TREES.  IT IS
 NN0733'STAMPED KRAMER NO 2 1949 AND PROJECTS 4 INCHES.
 NN0733'
 NN0733'BENCH MARK G 220 WAS USED FOR THE AZIMUTH MARK AND IS SOUTH-SOUTHWEST
 NN0733'OF THE STATION, 35 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD,
 NN0733'9 FEET EAST OF FENCE CORNER, 1 FOOT SOUTH OF EAST-WEST FENCE
 NN0733'LINE AND 1 FOOT WEST OF WITNESS POST.  IT IS A STANDARD DISK
 NN0733'SET IN 8 INCH SQUARE CONCRETE BLOCK PROJECTING 4 INCHES.  IT IS
 NN0733'STAMPED G 220 1946.
 NN0733'
 NN0733'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY
 NN0733'20 AT A STANDARD SERVICE STATION IN THE SOUTH EDGE OF NEWPORT,
 NN0733'GO WEST ON U.S. HIGHWAY 20 FOR 5.15 MILES TO CROSSROADS,
 NN0733'TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 0.25 MILE TO AZIMUTH
 NN0733'MARK IN FENCE CORNER AS DESCRIBED, CONTINUE NORTH ON DIRT
 NN0733'ROAD FOR 0.75 MILE TO DRIVEWAY RIGHT, TURN RIGHT AND CROSS
 NN0733'DEEP DITCH THEN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF
 NN0733'ROAD FOR 0.2 MILE TO WIRE GATE IN NORTHWEST CORNER OF PASTURE,
 NN0733'GO THROUGH GATE AND GO SOUTH-SOUTHEAST FOR 0.35 MILE TO
 NN0733'FENCED GROVE OF PINE TREES AND STATION IN THE SOUTHEAST
 NN0733'CORNER AS DESCRIBED.
 NN0733'
 NN0733'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0733'
 NN0733'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 4 FEET.
 NN0733'
 NN0733'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0733
 NN0733                          STATION RECOVERY (1998)
 NN0733
 NN0733'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0733'RECOVERED IN GOOD CONDITION 6.25 MI (10.06 KM) EAST OF BASSETT AND IN
 NN0733'SEC10, T30N, R18W.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 20
 NN0733'AND 183, IN BASSETT, GO EAST ON HIGHWAY 20 FOR 6.0 MI (9.7 KM) TO A
 NN0733'COUNTY ROAD INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.25 MI (0.40
 NN0733'KM) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.6 MI (1.0
 NN0733'KM) TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN
 NN0733'TURN RIGHT AND SOUTH THROUGH ANOTHER GATE IN AN EAST-WEST FENCE AND GO
 NN0733'SOUTH-SOUTHEAST ACROSS A PASTURE FOR 0.35 MI (0.56 KM) TO A FENCED IN
 NN0733'GROVE OF TREES AND THE STATION NEAR THE SOUTHEAST CORNER OF THE GROVE.
 NN0733'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 NN0733'PROJECTS 8 CM ABOVE THE GROUND SURFACE.  IT IS 57.60 M (188.98 FT)
 NN0733'NORTH-NORTHWEST OF A FENCE CORNER POST, 2.73 M (8.96 FT) WEST OF A
 NN0733'NORTH-SOUTH FENCE, 0.648 M (2.126 FT) EAST OF A FIBERGLASS WITNESS
 NN0733'POST AND 0.78 M (2.56 FT) SOUTHWEST FROM THE TOP, WEST, CORNER OF AN
 NN0733'OLD 4X4-IN WOODEN WITNESS POST.  A MAGNET WAS PLACED AT THE NORTH SIDE
 NN0733'OF THE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1417 ***********************************************************************
 LG1417  DESIGNATION -  KRAMER AZ MK 2
 LG1417  PID         -  LG1417
 LG1417  STATE/COUNTY-  NE/LANCASTER
 LG1417  COUNTRY     -  US
 LG1417  USGS QUAD   -  HALLAM (2017)
 LG1417
 LG1417                         *CURRENT SURVEY CONTROL
 LG1417  ______________________________________________________________________
 LG1417* NAD 83(1995) POSITION- 40 31 24.62710(N) 096 52 17.73833(W)   ADJUSTED
 LG1417* NAVD 88 ORTHO HEIGHT -   455.    (meters)     1493.    (feet) SCALED
 LG1417  ______________________________________________________________________
 LG1417  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 LG1417  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 LG1417  HORZ ORDER      -  THIRD
 LG1417
 LG1417.The horizontal coordinates were established by classical geodetic methods
 LG1417.and adjusted by the National Geodetic Survey in August 1997.
 LG1417
 LG1417.The orthometric height was scaled from a topographic map.
 LG1417
 LG1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1417.GEOID18 height accuracy estimate available here.
 LG1417
 LG1417.Click photographs - Photos may exist for this station.
 LG1417
 LG1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1417
 LG1417. The following values were computed from the NAD 83(1995) position.
 LG1417
 LG1417;                    North         East     Units Scale Factor Converg.
 LG1417;SPC NE       -    81,424.876   764,985.670   MT  0.99980425   +2 04 23.5
 LG1417;SPC NE       -   267,141.45  2,509,790.49   sFT  0.99980425   +2 04 23.5
 LG1417;UTM  14      - 4,488,040.469   680,291.622   MT  1.00000012   +1 22 60.0
 LG1417
 LG1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1417!SPC NE       -   0.99993278  x   0.99980425  =   0.99973704
 LG1417!UTM  14      -   0.99993278  x   1.00000012  =   0.99993290
 LG1417
 LG1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8029188040(NAD 83)
 LG1417
 LG1417                          SUPERSEDED SURVEY CONTROL
 LG1417
 LG1417  NAD 83(1986)-  40 31 24.63510(N)    096 52 17.73739(W) AD(       ) 3
 LG1417
 LG1417.Superseded values are not recommended for survey control.
 LG1417
 LG1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1417.See file dsdata.pdf to determine how the superseded data were derived.
 LG1417
 LG1417_MARKER: DZ = AZIMUTH MARK DISK
 LG1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1417_STAMPING: KRAMER 1947 NO 2 1982
 LG1417_MARK LOGO: NGS
 LG1417_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1417+STABILITY: SURFACE MOTION
 LG1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1417+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1417
 LG1417  HISTORY     - Date     Condition        Report By
 LG1417  HISTORY     - 1982     MONUMENTED       NGS
 LG1417
 LG1417                          STATION DESCRIPTION
 LG1417
 LG1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LG1417'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) NORTHEAST FROM WILBUR, 7 KM
 LG1417'(4.3 MI) NORTHWEST FROM CLATONIA AND ON THE RIGHT-OF-WAY OF A COUNTY
 LG1417'ROAD.
 LG1417'TO REACH FROM THE CLATONIA POST OFFICE, GO WEST ON STATE HIGHWAY 41
 LG1417'FOR 0.56 KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR
 LG1417'6.4 KM (4.0 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A DIRT ROAD
 LG1417'FOR 1.37 KM (0.85 MI) TO THE STATION ON THE LEFT.
 LG1417'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1417'PROJECTS 9 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED 0.9
 LG1417'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.3 M (30.5 FT)
 LG1417'NORTH FROM THE CENTERLINE OF THE ROAD, 0.94 M (3.08 FT) WEST-SOUTHWEST
 LG1417'FROM A POWER POLE AND 0.53 M (1.74 FT) EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1418 ***********************************************************************
 LG1418  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1418  DESIGNATION -  KRAMER RESET
 LG1418  PID         -  LG1418
 LG1418  STATE/COUNTY-  NE/LANCASTER
 LG1418  COUNTRY     -  US
 LG1418  USGS QUAD   -  HALLAM (2017)
 LG1418
 LG1418                         *CURRENT SURVEY CONTROL
 LG1418  ______________________________________________________________________
 LG1418* NAD 83(2011) POSITION- 40 31 36.63971(N) 096 52 28.16407(W)   ADJUSTED
 LG1418* NAD 83(2011) ELLIP HT-   433.456 (meters)        (06/27/12)   ADJUSTED
 LG1418* NAD 83(2011) EPOCH   -  2010.00
 LG1418* NAVD 88 ORTHO HEIGHT -   459.76  (meters)     1508.4   (feet) GPS OBS
 LG1418  ______________________________________________________________________
 LG1418  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG1418  GEOID HEIGHT    -        -26.296 (meters)                     GEOID99
 LG1418  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 LG1418  NAD 83(2011) X  -   -581,145.643 (meters)                     COMP
 LG1418  NAD 83(2011) Y  - -4,820,322.542 (meters)                     COMP
 LG1418  NAD 83(2011) Z  -  4,122,907.806 (meters)                     COMP
 LG1418  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 LG1418
 LG1418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1418  Standards:
 LG1418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1418  -------------------------------------------------------------------
 LG1418  NETWORK    0.78   0.74           0.34   0.30   0.38     -0.00206684
 LG1418  -------------------------------------------------------------------
 LG1418  Click here for local accuracies and other accuracy information.
 LG1418
 LG1418.The horizontal coordinates were established by GPS observations
 LG1418.and adjusted by the National Geodetic Survey in June 2012.
 LG1418
 LG1418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1418.been affixed to the stable North American tectonic plate. See 
 LG1418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1418
 LG1418.The horizontal coordinates are valid at the epoch date displayed above
 LG1418.which is a decimal equivalence of Year/Month/Day.
 LG1418
 LG1418.The orthometric height was determined by GPS observations and a
 LG1418.high-resolution geoid model using precise GPS observation and
 LG1418.processing techniques.
 LG1418
 LG1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1418.GEOID18 height accuracy estimate available here.
 LG1418
 LG1418.Click photographs - Photos may exist for this station.
 LG1418
 LG1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1418
 LG1418.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1418
 LG1418.The ellipsoidal height was determined by GPS observations
 LG1418.and is referenced to NAD 83.
 LG1418
 LG1418. The following values were computed from the NAD 83(2011) position.
 LG1418
 LG1418;                    North         East     Units Scale Factor Converg.
 LG1418;SPC NE       -    81,786.227   764,727.084   MT  0.99980327   +2 04 16.6
 LG1418;SPC NE       -   268,326.98  2,508,942.11   sFT  0.99980327   +2 04 16.6
 LG1418;UTM  14      - 4,488,404.979   680,037.355   MT  0.99999899   +1 22 53.5
 LG1418
 LG1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1418!SPC NE       -   0.99993201  x   0.99980327  =   0.99973529
 LG1418!UTM  14      -   0.99993201  x   0.99999899  =   0.99993100
 LG1418
 LG1418:                Primary Azimuth Mark                     Grid Az
 LG1418:SPC NE       -  CLAYTONIA MUNICIPAL TANK                 162 25 48.8
 LG1418:UTM  14      -  CLAYTONIA MUNICIPAL TANK                 163 07 11.9
 LG1418
 LG1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8003788404(NAD 83)
 LG1418
 LG1418|---------------------------------------------------------------------|
 LG1418| PID    Reference Object                     Distance      Geod. Az  |
 LG1418|                                                           dddmmss.s |
 LG1418| LG1467 KRAMER RM 1                          21.498 METERS 04047     |
 LG1418| LG1469 KRAMER RM 3                          18.385 METERS 06256     |
 LG1418| LG1470 KRAMER RM 4                          18.592 METERS 11753     |
 LG1418| LG1468 KRAMER RM 2                          18.644 METERS 13111     |
 LG1418| LG1417 KRAMER AZ MK 2                      444.464 METERS 1462843.8 |
 LG1418| LG1466 KRAMER AZ MK                                       1515944.4 |
 LG1418| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX. 6.8 KM 1643005.4 |
 LG1418| LG1096 WILBER MUN POWER PLANT STACK        APPROX. 8.9 KM 2343747.7 |
 LG1418| LG1102 WILBER MUNICIPAL TANK               APPROX. 9.4 KM 2401059.3 |
 LG1418|---------------------------------------------------------------------|
 LG1418
 LG1418                          SUPERSEDED SURVEY CONTROL
 LG1418
 LG1418  NAD 83(2007)-  40 31 36.63971(N)    096 52 28.16457(W) AD(2002.00) 0
 LG1418  ELLIP H (02/10/07)  433.476  (m)                       GP(2002.00)    
 LG1418  NAD 83(1995)-  40 31 36.63956(N)    096 52 28.16395(W) AD(       ) 1
 LG1418  ELLIP H (03/30/05)  433.444  (m)                       GP(       ) 3 1
 LG1418  NAD 83(1995)-  40 31 36.63998(N)    096 52 28.16618(W) AD(       ) 2
 LG1418  NAD 83(1986)-  40 31 36.64796(N)    096 52 28.16517(W) AD(       ) 2
 LG1418  NAD 27      -  40 31 36.63800(N)    096 52 27.06000(W) AD(       ) 2
 LG1418
 LG1418.Superseded values are not recommended for survey control.
 LG1418
 LG1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1418.See file dsdata.pdf to determine how the superseded data were derived.
 LG1418
 LG1418_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1418_STAMPING: KRAMER 1947 1982
 LG1418_MARK LOGO: NGS
 LG1418_PROJECTION: FLUSH
 LG1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1418+STABILITY: SURFACE MOTION
 LG1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1418+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1418
 LG1418  HISTORY     - Date     Condition        Report By
 LG1418  HISTORY     - 1982     MONUMENTED       NGS
 LG1418  HISTORY     - 2002     GOOD             NEDR
 LG1418  HISTORY     - 20100426 GOOD             INDIV
 LG1418  HISTORY     - 20150816 POOR             NEGS
 LG1418
 LG1418                          STATION DESCRIPTION
 LG1418
 LG1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LG1418'THE STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTHEAST FROM WILBUR,
 LG1418'6.8 KM (4.2 MI) NORTHWEST FROM CLATONIA AND ON THE WEST RIGHT-OF-WAY
 LG1418'OF A COUNTY ROAD.
 LG1418'TO REACH FROM THE POST OFFICE IN CLATONIA, GO WEST ON STATE HIGHWAY 41
 LG1418'FOR 0.56 KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 LG1418'PAVED, THEN GRAVELED, ROAD FOR 8.05 KM (5.00 MI) TO A CROSSROAD.
 LG1418'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A
 LG1418'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.29 KM
 LG1418'(0.80 MI) TO A FIELD ENTRANCE ROAD AND THE STATION ON THE LEFT.
 LG1418'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1418'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 1.2
 LG1418'M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 7.6 M (24.9 FT)
 LG1418'WEST FROM THE CENTERLINE OF THE ROAD, 9.8 M (32.2 FT) SOUTH FROM THE
 LG1418'CENTERLINE OF THE FIELD ENTRANCE AND 0.56 M (1.84 FT) NORTH FROM A
 LG1418'WITNESS POST.
 LG1418
 LG1418                          STATION RECOVERY (2002)
 LG1418
 LG1418'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1418'RECOVERED AS DESCRIBED.
 LG1418
 LG1418                          STATION RECOVERY (2010)
 LG1418
 LG1418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1418'RECOVERED IN GOOD CONDITION.
 LG1418
 LG1418                          STATION RECOVERY (2015)
 LG1418
 LG1418'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (BB)
 LG1418'FOUND MARK DISTURBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1028 ***********************************************************************
 LH1028  DESIGNATION -  KRAUSE
 LH1028  PID         -  LH1028
 LH1028  STATE/COUNTY-  NE/FURNAS
 LH1028  COUNTRY     -  US
 LH1028  USGS QUAD   -  BEAVER CITY SW (2017)
 LH1028
 LH1028                         *CURRENT SURVEY CONTROL
 LH1028  ______________________________________________________________________
 LH1028* NAD 83(1995) POSITION- 40 00 05.97798(N) 099 55 27.88675(W)   ADJUSTED
 LH1028* NAVD 88 ORTHO HEIGHT -   728.15  (+/-2cm)     2388.9   (feet) VERTCON
 LH1028  ______________________________________________________________________
 LH1028  GEOID HEIGHT    -        -24.591 (meters)                     GEOID18
 LH1028  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 LH1028  HORZ ORDER      -  FIRST
 LH1028  VERT ORDER      -  THIRD ? (See Below)
 LH1028
 LH1028.The horizontal coordinates were established by classical geodetic methods
 LH1028.and adjusted by the National Geodetic Survey in August 1997.
 LH1028
 LH1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1028
 LH1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1028.GEOID18 height accuracy estimate available here.
 LH1028
 LH1028.The vertical order pertains to the NGVD 29 superseded value.
 LH1028
 LH1028.Click photographs - Photos may exist for this station.
 LH1028
 LH1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1028
 LH1028. The following values were computed from the NAD 83(1995) position.
 LH1028
 LH1028;                    North         East     Units Scale Factor Converg.
 LH1028;SPC NE       -    18,693.427   506,454.505   MT  0.99999925   +0 03 00.3
 LH1028;SPC NE       -    61,330.02  1,661,592.82   sFT  0.99999925   +0 03 00.3
 LH1028;UTM  14      - 4,428,350.717   421,093.695   MT  0.99967665   -0 35 39.3
 LH1028
 LH1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1028!SPC NE       -   0.99988964  x   0.99999925  =   0.99988889
 LH1028!UTM  14      -   0.99988964  x   0.99967665  =   0.99956632
 LH1028
 LH1028:                Primary Azimuth Mark                     Grid Az
 LH1028:SPC NE       -  KRAUSE AZ MK                             090 33 10.4
 LH1028:UTM  14      -  KRAUSE AZ MK                             091 11 50.0
 LH1028
 LH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2109328350(NAD 83)
 LH1028
 LH1028|---------------------------------------------------------------------|
 LH1028| PID    Reference Object                     Distance      Geod. Az  |
 LH1028|                                                           dddmmss.s |
 LH1028| CN8963 KRAUSE RM 1                          38.904 METERS 08720     |
 LH1028| CN8962 KRAUSE AZ MK                                       0903610.7 |
 LH1028| CN8964 KRAUSE RM 2                          36.693 METERS 27025     |
 LH1028|---------------------------------------------------------------------|
 LH1028
 LH1028                          SUPERSEDED SURVEY CONTROL
 LH1028
 LH1028  NAD 83(1986)-  40 00 05.98230(N)    099 55 27.88948(W) AD(       ) 1
 LH1028  NAD 27      -  40 00 05.96500(N)    099 55 26.44400(W) AD(       ) 1
 LH1028  NGVD 29             727.88   (m)         2388.1    (f) LEVELING    3  
 LH1028
 LH1028.Superseded values are not recommended for survey control.
 LH1028
 LH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1028.See file dsdata.pdf to determine how the superseded data were derived.
 LH1028
 LH1028_MARKER: DS = TRIANGULATION STATION DISK
 LH1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1028_STAMPING: KRAUSE 1934
 LH1028_MARK LOGO: CGS
 LH1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1028+STABILITY: SURFACE MOTION
 LH1028
 LH1028  HISTORY     - Date     Condition        Report By
 LH1028  HISTORY     - 1934     MONUMENTED       CGS
 LH1028  HISTORY     - 1963     GOOD             CGS
 LH1028
 LH1028                          STATION DESCRIPTION
 LH1028
 LH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1028'STATION IS LOCATED ON THE NEBRASKA, KANSAS STATE LINE WHICH
 LH1028'IS ALSO THE LINE BETWEEN SEC. 35, T 1 N, R. 23 W. AND SEC 4,
 LH1028'T 1S. R. 23 W., 12 MI. N. AND 2 MI. W OF NORTON, KANSAS, AND
 LH1028'9.5 MI. S AND 5.0 MI. W OF BEAVER CITY, NEBR. FURNAS CO. NEBR.,
 LH1028'NORTON CO. KAN. ON PROPERTY OWNED BY MRS. AUGUST KRAUSE.
 LH1028'
 LH1028'STATION IS REACHED FROM THE COURT-HOUSE IN NORTON, KANSAS BY
 LH1028'GOING N. ON R. 21 FOR 12.26 MI. OR FOR 1.15 MI. AFTER PASSING
 LH1028'DIST. SCHOOL 23 ON LEFT, TAKE LEFT FORK OFF 21 AT STATE LINE AND
 LH1028'WHERE 21 TURNS N. AT END OF 1/4 MI. JOG AND GO W ON STATE LINE
 LH1028'ROAD FOR 0.95 MI. TO WHITE HOUSE ON RIGHT, (HOME OF DAVID
 LH1028'LAFGREEN) CONTINUE W ON THIS ROAD (BECOMES DIM FIELD ROAD) FOR
 LH1028'0.9 MI. TO TOP OF RIDGE AND STATION.
 LH1028'
 LH1028'STATION IS 8 FT N OF DIM EW FIELD ROAD, 4 FT S OF EW FENCELINE ON
 LH1028'TOP OF N PART OF A BROKEN RIDGE.
 LH1028'
 LH1028'R.M. 1 IS IN EW FENCELINE 15 FT. N. OF DIM EW ROAD LEADING TO
 LH1028'STATION ON E SLOPE OF STATION HILL.  127.10 FT. 38.904 M. FROM
 LH1028'STATION.
 LH1028'
 LH1028'R.M. 2 IS 15 FT. N. OF DIM EW ROAD LEADING TO STATION IN EW
 LH1028'FENCELINE, 120.40 FT.- 36.693 M. FROM STATION.
 LH1028'
 LH1028'AZIMUTH MARK IS 20 FT. S OF CENTERLINE OF EW DIRT ROAD LEADING
 LH1028'TO STATION IN CORNER OF EW FENCELINE 0.7 MI. FROM STATION.
 LH1028'
 LH1028'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LH1028
 LH1028                          STATION RECOVERY (1963)
 LH1028
 LH1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LH1028'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1028'IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK WHICH HAD
 LH1028'THE TOP CUT OFF.  THE STATION MARK WAS REPAIRED AND THE ANGLES
 LH1028'AND DISTANCES WERE CHECKED TO THE AZIMUTH AND REFERENCE MARKS.
 LH1028'A COMPLETE DESCRIPTION FOLLOWS.
 LH1028'
 LH1028'STATION IS LOCATED ON NEBRASKA-KANSAS STATE LINE WHICH IS ALSO
 LH1028'THE LINE BETWEEN SEC. 35, T. 1 N., R. 23 W., AND SEC. 4, T. 1 S.,
 LH1028'R. 23 W., 12 MILES NORTH AND 2 MILES WEST OF NORTON, KANSAS AND
 LH1028'9-1/2 MILES SOUTH AND 5 MILES WEST OF BEAVER CITY, NEBRASKA, 24
 LH1028'FEET EAST OF A SOUTHWEST FENCE CORNER AROUND A PASTURE, 11 FEET
 LH1028'NORTH OF THE CENTER OF TRACK AND DIRT ROAD, 5 FEET SOUTH OF
 LH1028'EAST-WEST FENCE ALONG THE SOUTH SIDE OF PASTURE, AND 1 FOOT
 LH1028'WEST OF A NEW STEEL POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 LH1028'AND THE DISK IS STAMPED KRAUSE 1934.
 LH1028'
 LH1028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 LH1028'283 AT THE NORTH SIDE OF THE TOWN OF NORTON, GO NORTH ON U.S.
 LH1028'HIGHWAY 283 FOR 11.0 MILES TO THE NEBR-KANSAS STATE LINE AND A
 LH1028'DIRT ROAD LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD WEST ALONG
 LH1028'THE NEBRASKA-KANSAS STATE LINE FOR 1.0 MILE TO THE AZIMUTH MARK
 LH1028'ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON DIRT ROAD FOR 0.7
 LH1028'MILE TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT AS
 LH1028'DESCRIBED.
 LH1028'
 LH1028'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 151 FEET EAST OF A
 LH1028'SOUTHWEST CORNER FENCE POST, AND 1 FOOT SOUTH OF A FENCE.  THE
 LH1028'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KRAUSE NO 1 1934.
 LH1028'
 LH1028'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 96 FEET WEST OF A
 LH1028'SOUTHWEST FENCE CORNER, AND IN AN EAST-WEST FENCE-LINE.  THE MARK
 LH1028'PROJECTS 2 INCHES AND THE DISK IS STAMPED KRAUSE NO 2 1934.
 LH1028'
 LH1028'AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, 130 FEET EAST OF
 LH1028'THE CENTER OF A T-ROAD GOING NORTH FROM THE STATE LINE ROAD, 28
 LH1028'FEET SOUTH OF THE CENTER OF KANSAS-NEBRASKA STATE LINE ROAD,
 LH1028'AND 1 FOOT SOUTHWEST OF A T-FENCE INTERSECTION.  THE MARK
 LH1028'PROJECTS 4 INCHES AND THE DISK IS STAMPED KRAUSE 1934 AZI.
 LH1028'
 LH1028'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0501 ***********************************************************************
 MN0501  DESIGNATION -  KRIESEL
 MN0501  PID         -  MN0501
 MN0501  STATE/COUNTY-  NE/CHEYENNE
 MN0501  COUNTRY     -  US
 MN0501  USGS QUAD   -  GURLEY (2017)
 MN0501
 MN0501                         *CURRENT SURVEY CONTROL
 MN0501  ______________________________________________________________________
 MN0501* NAD 83(1995) POSITION- 41 19 32.57199(N) 102 59 40.53888(W)   ADJUSTED
 MN0501* NAVD 88 ORTHO HEIGHT -  1312.    (meters)     4304.    (feet) SCALED
 MN0501  ______________________________________________________________________
 MN0501  GEOID HEIGHT    -        -19.768 (meters)                     GEOID18
 MN0501  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 MN0501  HORZ ORDER      -  SECOND
 MN0501
 MN0501.The horizontal coordinates were established by classical geodetic methods
 MN0501.and adjusted by the National Geodetic Survey in August 1997.
 MN0501
 MN0501.The orthometric height was scaled from a topographic map.
 MN0501
 MN0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0501.GEOID18 height accuracy estimate available here.
 MN0501
 MN0501.Click photographs - Photos may exist for this station.
 MN0501
 MN0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0501
 MN0501. The following values were computed from the NAD 83(1995) position.
 MN0501
 MN0501;                    North         East     Units Scale Factor Converg.
 MN0501;SPC NE       -   170,032.009   249,428.126   MT  0.99966351   -1 59 04.2
 MN0501;SPC NE       -   557,846.68    818,332.11   sFT  0.99966351   -1 59 04.2
 MN0501;UTM  13      - 4,576,855.378   667,829.150   MT  0.99994665   +1 19 28.4
 MN0501
 MN0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0501!SPC NE       -   0.99979740  x   0.99966351  =   0.99946098
 MN0501!UTM  13      -   0.99979740  x   0.99994665  =   0.99974407
 MN0501
 MN0501:                Primary Azimuth Mark                     Grid Az
 MN0501:SPC NE       -  KRIESEL AZ MK                            166 41 54.0
 MN0501:UTM  13      -  KRIESEL AZ MK                            163 23 21.4
 MN0501
 MN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6782976855(NAD 83)
 MN0501
 MN0501|---------------------------------------------------------------------|
 MN0501| PID    Reference Object                     Distance      Geod. Az  |
 MN0501|                                                           dddmmss.s |
 MN0501| CP7548 KRIESEL RM 1                         29.225 METERS 04324     |
 MN0501| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX.10.0 KM 0920350.5 |
 MN0501| CP7549 KRIESEL RM 2                         24.850 METERS 09746     |
 MN0501| MN0499 GURLEY MUNICIPAL TANK               APPROX. 1.7 KM 1071851.8 |
 MN0501| CP7547 KRIESEL AZ MK                                      1644249.8 |
 MN0501|---------------------------------------------------------------------|
 MN0501
 MN0501                          SUPERSEDED SURVEY CONTROL
 MN0501
 MN0501  NAD 83(1993)-  41 19 32.57145(N)    102 59 40.53899(W) AD(       ) 2
 MN0501  NAD 83(1986)-  41 19 32.56500(N)    102 59 40.54020(W) AD(       ) 2
 MN0501  NAD 27      -  41 19 32.63340(N)    102 59 38.80660(W) AD(       ) 2
 MN0501
 MN0501.Superseded values are not recommended for survey control.
 MN0501
 MN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0501.See file dsdata.pdf to determine how the superseded data were derived.
 MN0501
 MN0501_MARKER: DS = TRIANGULATION STATION DISK
 MN0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0501_STAMPING: KRISEL 1963
 MN0501_MARK LOGO: CGS
 MN0501_PROJECTION: FLUSH
 MN0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0501+STABILITY: SURFACE MOTION
 MN0501
 MN0501  HISTORY     - Date     Condition        Report By
 MN0501  HISTORY     - 1963     MONUMENTED       CGS
 MN0501
 MN0501                          STATION DESCRIPTION
 MN0501
 MN0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0501'THE STATION IS LOCATED IN THE FARM YARD AND ON THE PROPERTY
 MN0501'OF MR. FRED W. KRIESEL ABOUT 13 MILES NORTH OF SIDNEY, 6 MILES
 MN0501'SOUTH OF DALTON AND 1-1/4 MILES WEST-NORTHWEST OF GURLEY.
 MN0501'
 MN0501'TO REACH THE STATION FROM THE POST OFFICE IN GURLEY, DRIVE WEST
 MN0501'FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 385.  TURN RIGHT
 MN0501'AND DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.05 MILE TO A CROSSROAD.
 MN0501'TURN LEFT AND DRIVE WEST ON A GRAVELED STREET FOR 0.05 MILE TO A
 MN0501'CROSSROAD.  TURN RIGHT AND DRIVE NORTH ON A GRAVELED STREET FOR
 MN0501'0.05 MILE TO A CURVE IN THE STREET.  FOLLOW THE STREET CURVING TO
 MN0501'THE WEST AND DRIVE WEST FOR 0.1 MILE TO THE WEST EDGE OF GURLEY.
 MN0501'CONTINUE WEST ON A GRAVELED ROAD FOR 0.85 MILE TO A CROSSROAD**.
 MN0501'TURN RIGHT AND DRIVE NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 MN0501'TO A FARM ENTRANCE ROAD ON THE WEST SIDE OF THE ROAD.
 MN0501'TURN LEFT AND DRIVE WEST ON THE FARM ENTRANCE ROAD FOR 0.1
 MN0501'MILE TO THE STATION ON THE SOUTH SIDE OF THE ROAD.
 MN0501'
 MN0501'THE STATION MARK IS A STANDARD DISK, STAMPED KRIESEL 1963, SET
 MN0501'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0501'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE. IT
 MN0501'IS 68.5 FEET EAST-SOUTHEAST OF A WELL AND WINDMILL, 41.0 FEET
 MN0501'SOUTH OF THE CENTER OF THE FARM ENTRANCE DRIVE ROAD AND 9.0
 MN0501'FEET NORTH OF AN EAST-WEST FENCE.
 MN0501'
 MN0501'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KRIESEL NO 1 1963,
 MN0501'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0501'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0501'SURFACE.  IT IS 50 FEET NORTH OF THE CENTER OF THE FARM ENTRANCE
 MN0501'ROAD AND 1.0 FOOT SOUTHEAST OF THE SOUTHEAST FENCE CORNER POST
 MN0501'OF THE YARD FENCE AROUND THE FARM HOUSE.
 MN0501'
 MN0501'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KRIESEL NO 2 1963,
 MN0501'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0501'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MN0501'IT IS 26 FEET SOUTH OF THE CENTER OF THE FARM ENTRANCE ROAD AND
 MN0501'1.0 FOOT NORTH OF AN EAST-WEST FENCE.
 MN0501'
 MN0501'**TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, DRIVE SOUTH ON
 MN0501'A NORTH-SOUTH GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 MN0501'ON THE EAST SIDE OF THE ROAD.
 MN0501'
 MN0501'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KRIESEL 1963, SET
 MN0501'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0501'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 MN0501'IT IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 MN0501'2.2 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0501'AND 1.0 FOOT NORTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0742 ***********************************************************************
 NN0742  DESIGNATION -  KRYSL
 NN0742  PID         -  NN0742
 NN0742  STATE/COUNTY-  NE/HOLT
 NN0742  COUNTRY     -  US
 NN0742  USGS QUAD   -  DORA LAKE (2017)
 NN0742
 NN0742                         *CURRENT SURVEY CONTROL
 NN0742  ______________________________________________________________________
 NN0742* NAD 83(1995) POSITION- 42 26 22.57412(N) 099 14 23.48181(W)   ADJUSTED
 NN0742* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 NN0742  ______________________________________________________________________
 NN0742  GEOID HEIGHT    -        -23.384 (meters)                     GEOID18
 NN0742  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 NN0742  HORZ ORDER      -  SECOND
 NN0742
 NN0742.The horizontal coordinates were established by classical geodetic methods
 NN0742.and adjusted by the National Geodetic Survey in August 1997.
 NN0742
 NN0742.The orthometric height was scaled from a topographic map.
 NN0742
 NN0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0742.GEOID18 height accuracy estimate available here.
 NN0742
 NN0742.Click photographs - Photos may exist for this station.
 NN0742
 NN0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0742
 NN0742. The following values were computed from the NAD 83(1995) position.
 NN0742
 NN0742;                    North         East     Units Scale Factor Converg.
 NN0742;SPC NE       -   289,650.240   562,529.333   MT  0.99979151   +0 30 13.5
 NN0742;SPC NE       -   950,294.16  1,845,564.99   sFT  0.99979151   +0 30 13.5
 NN0742;UTM  14      - 4,698,614.685   480,272.994   MT  0.99960479   -0 09 42.7
 NN0742
 NN0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0742!SPC NE       -   0.99988774  x   0.99979151  =   0.99967928
 NN0742!UTM  14      -   0.99988774  x   0.99960479  =   0.99949258
 NN0742
 NN0742:                Primary Azimuth Mark                     Grid Az
 NN0742:SPC NE       -  KRYSL AZ MK                              358 39 02.4
 NN0742:UTM  14      -  KRYSL AZ MK                              359 18 58.6
 NN0742
 NN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8027298614(NAD 83)
 NN0742
 NN0742|---------------------------------------------------------------------|
 NN0742| PID    Reference Object                     Distance      Geod. Az  |
 NN0742|                                                           dddmmss.s |
 NN0742| NN0724 STUART MUNICIPAL TANK               APPROX.19.4 KM 0240106.0 |
 NN0742| CO3891 KRYSL RM 1                            6.693 METERS 19615     |
 NN0742| CO3892 KRYSL RM 2                            6.127 METERS 28319     |
 NN0742| NN0732 NEWPORT MUNICIPAL TANK              APPROX.19.4 KM 3382657.9 |
 NN0742| CO3890 KRYSL AZ MK                                        3590915.9 |
 NN0742|---------------------------------------------------------------------|
 NN0742
 NN0742                          SUPERSEDED SURVEY CONTROL
 NN0742
 NN0742  NAD 83(1986)-  42 26 22.57977(N)    099 14 23.49137(W) AD(       ) 2
 NN0742  NAD 27      -  42 26 22.58000(N)    099 14 22.10800(W) AD(       ) 2
 NN0742
 NN0742.Superseded values are not recommended for survey control.
 NN0742
 NN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0742.See file dsdata.pdf to determine how the superseded data were derived.
 NN0742
 NN0742_MARKER: DS = TRIANGULATION STATION DISK
 NN0742_SETTING: 0 = UNSPECIFIED SETTING
 NN0742
 NN0742  HISTORY     - Date     Condition        Report By
 NN0742  HISTORY     - 1949     MONUMENTED       CGS
 NN0742
 NN0742                          STATION DESCRIPTION
 NN0742
 NN0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0742'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHWEST OF STUART,
 NN0742'15.0 MILES SOUTH-SOUTH-EAST OF NEWPORT AND 0.75 MILE EAST OF THE
 NN0742'ROCK-HOLT COUNTY LINE.  IT IS ON THE SOUTH WEST SLOPE OF HILL,
 NN0742'27 FEET SOUTHWEST OF THE HIGHEST POINT OF HILL, 6 FEET SOUTH
 NN0742'OF LARGE SAND BLOWOUT, 6 FEET WEST OF LARGE SAND BLOWOUT AND 6
 NN0742'FEET NORTH OF WITNESS POST.  IT IS A STANDARD STATION DISK
 NN0742'WELDED ON THE TOP OF 2 INCH IRON PIPE PROJECTING 9 INCHES.
 NN0742'IT IS STAMPED KRYSL 1949.
 NN0742'
 NN0742'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, ON THE
 NN0742'SOUTH SLOPE OF THE HILL AND ABOUT THE SAME ELEVATION AS THE STATION.
 NN0742'IT IS A STANDARD REFERENCE DISK WELDED ON THE TOP OF A 2 INCH
 NN0742'IRON PIPE PROJECTING 12 INCHES.  IT IS STAMPED KRYSL NO 1 1949.
 NN0742'
 NN0742'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON THE WEST SLOPE
 NN0742'OF THE HILL AND THE SAME ELEVATION AS THE STATION.  IT IS A
 NN0742'STANDARD REFERENCE DISK WELDED ON THE TOP OF A 2 INCH IRON
 NN0742'PIPE PROJECTING 8 INCHES.  IT IS STAMPED KRYSL NO 2 1949.
 NN0742'
 NN0742'THE AZIMUTH MARK IS NORTH OF THE STATION, 5 FEET WEST OF
 NN0742'FENCE CORNER AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED
 NN0742'KRYSL 1949 AND PROJECTS 4 INCHES.
 NN0742'
 NN0742'TO REACH THE STATION FROM THE T-INTERSECTION JUST SOUTHEAST
 NN0742'OF THE CHEVROLET GARAGE IN STUART, GO EAST AND SOUTHEAST ON
 NN0742'U.S. HIGHWAY 20 FOR 0.75 MILE TO GRAVEL T-ROAD RIGHT, TURN
 NN0742'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 10.0 MILES TO CROSSROADS,
 NN0742'TURN RIGHT AND GO WEST ON DIRT ROAD FOR 4.1 MILES TO CROSSROADS
 NN0742'ABOUT 0.25 MILE SOUTH OF SCHOOL HOUSE, CONTINUE WEST, SOUTH
 NN0742'AND WEST ON MAIN TRAVELED ROAD FOR 0.65 MILE TO HOUSE ON THE
 NN0742'RIGHT, CONTINUE WESTERLY ACROSS LOT TO STEEL GATE IN NORTHWEST
 NN0742'CORNER OF LONG SHED, GO THROUGH GATE AND GO NORTHWEST ACROSS
 NN0742'SMALL LOT FOR 0.1 MILE TO WIRE GATE IN NORTHWEST CORNER OF
 NN0742'LOT, GO THROUGH GATE AND GO WEST ON TRACK ROAD FOR 0.4 MILE TO
 NN0742'CROSS-TRAILS, CONTINUE WEST ON TRACK ROAD FOR 0.25 MILE
 NN0742'TO WIRE FENCE, LET DOWN FENCE AND GO 0.05 MILE TO TRACK ROAD
 NN0742'ON WEST SIDE OF FENCE, TURN LEFT AND GO SOUTHWEST AND WEST
 NN0742'ON TRACK ROAD FOR 0.65 MILE TO FENCE CORNER AND AZIMUTH
 NN0742'MARK JUST WEST AS DESCRIBED, GO SOUTH ALONG THE WEST SIDE OF
 NN0742'FENCE FOR 0.2 MILE TO FENCE CORNER IN SOUTHWEST CORNER OF
 NN0742'PASTURE, PICK WAY SOUTH FOR 0.2 MILE TO POINT JUST NORTH OF
 NN0742'HIGHEST POINT OF HILL AND END OF TRUCK TRAVEL, PACK
 NN0742'NORTHERLY THROUGH LARGE SAND BLOWOUT TO TOP OF HILL AND
 NN0742'STATION JUST SOUTHWEST OF HIGHEST POINT.
 NN0742'
 NN0742'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION BLAINE 1934 IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION FLIGHT IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0871 ***********************************************************************
 LG0871  DESIGNATION -  KUHLMANN
 LG0871  PID         -  LG0871
 LG0871  STATE/COUNTY-  NE/THAYER
 LG0871  COUNTRY     -  US
 LG0871  USGS QUAD   -  HEBRON SW (2017)
 LG0871
 LG0871                         *CURRENT SURVEY CONTROL
 LG0871  ______________________________________________________________________
 LG0871* NAD 83(1995) POSITION- 40 01 00.50711(N) 097 41 41.43076(W)   ADJUSTED
 LG0871* NAVD 88 ORTHO HEIGHT -   506.    (meters)     1660.    (feet) SCALED
 LG0871  ______________________________________________________________________
 LG0871  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 LG0871  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 LG0871  HORZ ORDER      -  FIRST
 LG0871
 LG0871.The horizontal coordinates were established by classical geodetic methods
 LG0871.and adjusted by the National Geodetic Survey in August 1997.
 LG0871
 LG0871.The orthometric height was scaled from a topographic map.
 LG0871
 LG0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0871.GEOID18 height accuracy estimate available here.
 LG0871
 LG0871.Click photographs - Photos may exist for this station.
 LG0871
 LG0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0871
 LG0871. The following values were computed from the NAD 83(1995) position.
 LG0871
 LG0871;                    North         East     Units Scale Factor Converg.
 LG0871;SPC NE       -    22,995.783   696,773.271   MT  0.99999245   +1 31 39.4
 LG0871;SPC NE       -    75,445.33  2,285,996.97   sFT  0.99999245   +1 31 39.4
 LG0871;UTM  14      - 4,430,438.499   611,382.274   MT  0.99975272   +0 50 21.5
 LG0871
 LG0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0871!SPC NE       -   0.99992474  x   0.99999245  =   0.99991719
 LG0871!UTM  14      -   0.99992474  x   0.99975272  =   0.99967748
 LG0871
 LG0871:                Primary Azimuth Mark                     Grid Az
 LG0871:SPC NE       -  CHESTER MUNICIPAL TANK                   094 07 36.3
 LG0871:UTM  14      -  CHESTER MUNICIPAL TANK                   094 48 54.2
 LG0871
 LG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1138230438(NAD 83)
 LG0871
 LG0871|---------------------------------------------------------------------|
 LG0871| PID    Reference Object                     Distance      Geod. Az  |
 LG0871|                                                           dddmmss.s |
 LG0871| CN9797 KUHLMANN RM 2                        32.538 METERS 00622     |
 LG0871| CN9795 KUHLMANN AZ MK                                     0902819.4 |
 LG0871| CN9796 KUHLMANN RM 1                        23.790 METERS 09308     |
 LG0871| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX. 6.4 KM 0942148.8 |
 LG0871| LG0866 CHESTER MUNICIPAL TANK              APPROX. 6.5 KM 0953915.7 |
 LG0871| LG0881 BYRON MUNICIPAL TANK                APPROX. 6.5 KM 2571404.3 |
 LG0871| LG0873 DESHLER MUNICIPAL TANK              APPROX.14.3 KM 3501844.0 |
 LG0871| LG0872 KUHLMANN 2                            4.636 METERS 35720     |
 LG0871|---------------------------------------------------------------------|
 LG0871
 LG0871                          SUPERSEDED SURVEY CONTROL
 LG0871
 LG0871  NAD 83(1986)-  40 01 00.51222(N)    097 41 41.43106(W) AD(       ) 1
 LG0871  NAD 27      -  40 01 00.47700(N)    097 41 40.27700(W) AD(       ) 1
 LG0871
 LG0871.Superseded values are not recommended for survey control.
 LG0871
 LG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0871.See file dsdata.pdf to determine how the superseded data were derived.
 LG0871
 LG0871_MARKER: DS = TRIANGULATION STATION DISK
 LG0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0871_STAMPING: KUHLMANN 1947
 LG0871_MARK LOGO: CGS
 LG0871_PROJECTION: FLUSH
 LG0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0871+STABILITY: SURFACE MOTION
 LG0871
 LG0871  HISTORY     - Date     Condition        Report By
 LG0871  HISTORY     - 1947     MONUMENTED       CGS
 LG0871  HISTORY     - 1959     GOOD             CGS
 LG0871
 LG0871                          STATION DESCRIPTION
 LG0871
 LG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0871'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF CHESTER AND 4.0
 LG0871'MILES EAST-NORTHEAST OF BYRON ON LAND OWNED AND OCCUPIED BY MR.
 LG0871'FRED KUHLMANN.  IT IS 157 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LG0871'OF THE KUHLMANN FARM HOUSE, 52 FEET NORTH OF THE CENTER OF
 LG0871'STATE ROUTE 3S AND 35 FEET EAST OF THE CENTER OF THE DRIVEWAY TO
 LG0871'THE HOUSE.  IT IS STAMPED KUHLMANN 1947 AND SET FLUSH WITH THE
 LG0871'GROUND SURFACE.
 LG0871'
 LG0871'REFERENCE MARK NO 1 IS EAST OF THE STATION, 50 FEET NORTH OF
 LG0871'THE CENTER OF STATE ROUTE 3S, 15 FEET NORTH OF FENCE LINE
 LG0871'INTERSECTION AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0871'STAMPED KUHLMANN NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0871'
 LG0871'REFERENCE MARK 2 IS NORTH OF THE STATION, 25 FEET EAST-SOUTHEAST
 LG0871'OF THE SOUTHWEST CORNER OF BARN YARD FENCE, 10 FEET SOUTH OF
 LG0871'EAST-WEST BOARD FENCE AND 5 FEET WEST-SOUTHWEST OF ASH TREE.  IT
 LG0871'IS STAMPED KUHLMANN NO 2 1947 AND SET FLUSH WITH THE GROUND.
 LG0871'
 LG0871'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 35 FEET
 LG0871'NORTH OF THE CENTER OF STATE ROUTE 3S, 25 FEET WEST OF THE CENTER
 LG0871'OF NORTH-SOUTH ROAD, 8 FEET NORTH OF FENCE CORNER AND 1 FOOT EAST
 LG0871'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KUHLMANN 1947 AND SET
 LG0871'FLUSH WITH THE GROUND SURFACE.
 LG0871'
 LG0871'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH ON
 LG0871'U.S. HIGHWAY NO 81 FOR 0.25 MILE TO JUNCTION WITH STATE ROUTE 3S,
 LG0871'TURN LEFT AND GO WEST ON STATE ROUTE 3S FOR 4.0 MILES TO THE
 LG0871'KUHLMANN FARM HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION BYRON IS VISIBLE AT 37 FEET.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION LOONTJER IS VISIBLE AT 37 FEET.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION WIEDEL IS VISIBLE AT 37 FEET.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION CHESTER IS V.G.
 LG0871'
 LG0871'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0871
 LG0871                          STATION RECOVERY (1959)
 LG0871
 LG0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0871'THIS STATION WAS RECOVERED IN GOOD CONDITION AND ALL MARKS
 LG0871'WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH
 LG0871'HAD BEEN DESTROYED BY ROAD WORK.  THE STATION AND REFERENCE
 LG0871'MARK NO. 1 WERE MOVED BECAUSE THEY WERE IN THE WAY OF ROAD
 LG0871'CONSTRUCTION WORK ALONG STATE HIGHWAY 3S.  THE CHESTER, MUNI.,
 LG0871'WATER TANK WAS USED AS AN INITIAL IN MOVING THE STATION AND
 LG0871'FOR ESTABLISHING A NEW AZIMUTH MARK.  FOR DETAILS, SEE THE
 LG0871'DESCRIPTION FOR KUHLMANN 2 1959.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0872 ***********************************************************************
 LG0872  DESIGNATION -  KUHLMANN 2
 LG0872  PID         -  LG0872
 LG0872  STATE/COUNTY-  NE/THAYER
 LG0872  COUNTRY     -  US
 LG0872  USGS QUAD   -  HEBRON SW (2017)
 LG0872
 LG0872                         *CURRENT SURVEY CONTROL
 LG0872  ______________________________________________________________________
 LG0872* NAD 83(1995) POSITION- 40 01 00.65726(N) 097 41 41.43987(W)   NO CHECK
 LG0872* NAVD 88 ORTHO HEIGHT -   506.    (meters)     1660.    (feet) SCALED
 LG0872  ______________________________________________________________________
 LG0872  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 LG0872  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 LG0872  HORZ ORDER      -  THIRD
 LG0872
 LG0872.The horizontal coordinates were established by classical geodetic methods
 LG0872.and adjusted by the National Geodetic Survey in August 1997.
 LG0872
 LG0872.No horizontal observational check was made to the station.
 LG0872
 LG0872.The orthometric height was scaled from a topographic map.
 LG0872
 LG0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0872.GEOID18 height accuracy estimate available here.
 LG0872
 LG0872.Click photographs - Photos may exist for this station.
 LG0872
 LG0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0872
 LG0872. The following values were computed from the NAD 83(1995) position.
 LG0872
 LG0872;                    North         East     Units Scale Factor Converg.
 LG0872;SPC NE       -    23,000.407   696,772.931   MT  0.99999243   +1 31 39.4
 LG0872;SPC NE       -    75,460.50  2,285,995.86   sFT  0.99999243   +1 31 39.4
 LG0872;UTM  14      - 4,430,443.125   611,381.991   MT  0.99975272   +0 50 21.5
 LG0872
 LG0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0872!SPC NE       -   0.99992474  x   0.99999243  =   0.99991717
 LG0872!UTM  14      -   0.99992474  x   0.99975272  =   0.99967748
 LG0872
 LG0872:                Primary Azimuth Mark                     Grid Az
 LG0872:SPC NE       -  KUHLMANN 2 AZ MK                         093 13 30.8
 LG0872:UTM  14      -  KUHLMANN 2 AZ MK                         093 54 48.7
 LG0872
 LG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1138130443(NAD 83)
 LG0872
 LG0872|---------------------------------------------------------------------|
 LG0872| PID    Reference Object                     Distance      Geod. Az  |
 LG0872|                                                           dddmmss.s |
 LG0872| CN9797 KUHLMANN RM 2                        27.959 METERS 00749     |
 LG0872| CN9799 KUHLMANN 2 RM 3                      27.167 METERS 09008     |
 LG0872| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX. 6.4 KM 0942417.7 |
 LG0872| CN9798 KUHLMANN 2 AZ MK                                   0944510.2 |
 LG0872| LG0866 CHESTER MUNICIPAL TANK              APPROX. 6.5 KM 0954141.6 |
 LG0872| LG0871 KUHLMANN                              4.636 METERS 17720     |
 LG0872|---------------------------------------------------------------------|
 LG0872
 LG0872                          SUPERSEDED SURVEY CONTROL
 LG0872
 LG0872  NAD 83(1986)-  40 01 00.66236(N)    097 41 41.44016(W) AD(       ) 3
 LG0872  NAD 27      -  40 01 00.62720(N)    097 41 40.28610(W) AD(       ) 3
 LG0872
 LG0872.Superseded values are not recommended for survey control.
 LG0872
 LG0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0872.See file dsdata.pdf to determine how the superseded data were derived.
 LG0872
 LG0872_MARKER: DS = TRIANGULATION STATION DISK
 LG0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0872_STAMPING: KUHLMAN 2 1959
 LG0872_MARK LOGO: CGS
 LG0872_PROJECTION: FLUSH
 LG0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0872+STABILITY: SURFACE MOTION
 LG0872
 LG0872  HISTORY     - Date     Condition        Report By
 LG0872  HISTORY     - 1959     MONUMENTED       CGS
 LG0872
 LG0872                          STATION DESCRIPTION
 LG0872
 LG0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0872'STATION IS LOCATED ABOUT 4 MILES WEST OF CHESTER AND 4 MILES
 LG0872'EAST-NORTHEAST OF BYRON ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 LG0872'3 S IN THE FRONT OF THE FRED KUHMANN FARM, 143 FEET SOUTHEAST
 LG0872'OF THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE KUHLMANN
 LG0872'FARMHOUSE, 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3 S,
 LG0872'49 FEET WEST OF THE SOUTHWEST CORNER OF BOARD FENCE AROUND THE
 LG0872'BARNS, AND 35 FEET EAST OF THE CENTER OF DRIVEWAY TO THE FARM.
 LG0872'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG0872'IS STAMPED KUHLMANN 2 1959.
 LG0872'
 LG0872'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH
 LG0872'ON U.S. HIGHWAY 81 FOR 0.25 MILE TO JUNCTION WITH STATE
 LG0872'HIGHWAY 3 S.  TURN LEFT AND GO WEST ON STATE HIGHWAY 3 S FOR 4.0
 LG0872'MILES TO THE KUHLMANN FARM ON THE RIGHT AND THE STATION AS
 LG0872'DESCRIBED.
 LG0872'
 LG0872'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 25 FEET
 LG0872'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF BOARD FENCE, 10 FEET
 LG0872'SOUTH OF BOARD FENCE, AND 5 FEET WEST-SOUTHWEST OF ASH TREE.
 LG0872'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG0872'IS STAMPED KUHLMANN NO 2 1947.
 LG0872'
 LG0872'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 60 FEET NORTH
 LG0872'OF THE CENTER OF STATE HIGHWAY 3 S, 40 FEET EAST OF THE
 LG0872'SOUTHWEST CORNER OF BOARD FENCE, AND 1 FOOT SOUTH OF FENCE.
 LG0872'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED KUHLMANN
 LG0872'2 NO 3 1959.
 LG0872'
 LG0872'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 63 FEET WEST OF
 LG0872'A NORTH-SOUTH ROAD, 59 FEET SOUTH OF THE CENTER OF STATE
 LG0872'HIGHWAY 3 S, 43 FEET WEST OF THE WEST CONCRETE HEADWALL FOR
 LG0872'CULVERT, 37 FEET WEST OF A FENCE CORNER, 1.5 FEET WEST OF A
 LG0872'NEW WITNESS SIGNPOST, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LG0872'PROJECTS 4 INCHES AND THE DISK IS STAMPED KUHLMANN 2 1959.
 LG0872'
 LG0872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0872'HIGHWAY 3 S FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0872'
 LG0872'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0033 ***********************************************************************
 LH0033  DESIGNATION -  L
 LH0033  PID         -  LH0033
 LH0033  STATE/COUNTY-  NE/ADAMS
 LH0033  COUNTRY     -  US
 LH0033  USGS QUAD   -  TRUMBULL (2017)
 LH0033
 LH0033                         *CURRENT SURVEY CONTROL
 LH0033  ______________________________________________________________________
 LH0033* NAD 83(1986) POSITION- 40 41 46.0    (N) 098 22 08.6    (W)   HD_HELD2
 LH0033* NAVD 88 ORTHO HEIGHT -   592.088 (meters)     1942.54  (feet) ADJUSTED
 LH0033  ______________________________________________________________________
 LH0033  GEOID HEIGHT    -        -25.185 (meters)                     GEOID18
 LH0033  DYNAMIC HEIGHT  -        591.764 (meters)     1941.48  (feet) COMP
 LH0033  MODELED GRAVITY -    980,058.7   (mgal)                       NAVD 88
 LH0033
 LH0033  VERT ORDER      -  FIRST     CLASS II
 LH0033
 LH0033.The horizontal coordinates were established by autonomous hand held GPS
 LH0033.observations and have an estimated accuracy of +/- 10 meters.
 LH0033
 LH0033.The orthometric height was determined by differential leveling and
 LH0033.adjusted by the NATIONAL GEODETIC SURVEY
 LH0033.in June 1991.
 LH0033
 LH0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0033.GEOID18 height accuracy estimate available here.
 LH0033
 LH0033.Click photographs - Photos may exist for this station.
 LH0033
 LH0033.The dynamic height is computed by dividing the NAVD 88
 LH0033.geopotential number by the normal gravity value computed on the
 LH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0033.degrees latitude (g = 980.6199 gals.).
 LH0033
 LH0033.The modeled gravity was interpolated from observed gravity values.
 LH0033
 LH0033;                    North         East    Units  Estimated Accuracy
 LH0033;SPC NE       -    97,093.      637,807.      MT  (+/- 10 meters HH2 GPS)
 LH0033
 LH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5330605214(NAD 83)
 LH0033
 LH0033                          SUPERSEDED SURVEY CONTROL
 LH0033
 LH0033  NGVD 29 (??/??/92)  591.852  (m)         1941.77   (f) ADJ UNCH    1 2
 LH0033
 LH0033.Superseded values are not recommended for survey control.
 LH0033
 LH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0033.See file dsdata.pdf to determine how the superseded data were derived.
 LH0033
 LH0033_MARKER: H = DRILL HOLE
 LH0033_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0033
 LH0033  HISTORY     - Date     Condition        Report By
 LH0033  HISTORY     - 1899     MONUMENTED       CGS
 LH0033  HISTORY     - 1947     GOOD             CGS
 LH0033  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0033  HISTORY     - 20071020 GOOD             INDIV
 LH0033
 LH0033                          STATION DESCRIPTION
 LH0033
 LH0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0033'AT HANSEN.
 LH0033'AT HANSEN, 114.3 FEET NORTHWEST OF RAILWAY MILEPOST 235, 58.0
 LH0033'FEET SOUTH OF THE CENTER LINE OF A GRAVELED STREET, 48.3 FEET
 LH0033'WEST OF THE WEST SIDE OF THE UNION PACIFIC RAILWAY STATION,
 LH0033'28.1 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 6.0 FEET
 LH0033'EAST OF A POINT 10.8 FEET SOUTH OF A POWER POLE AT THE SOUTHWEST
 LH0033'ANGLE OF THE STREET CROSSING, 2.5 FEET NORTH OF A REFERENCE POST,
 LH0033'THE BOTTOM OF A CHISELED SQUARE IN THE TOP OF A LIMESTONE POST
 LH0033'SURROUNDED BY THE LETTERS USBM, SET 0.3 FOOT BELOW THE SURFACE
 LH0033'OF THE GROUND.
 LH0033
 LH0033                          STATION RECOVERY (1991)
 LH0033
 LH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0033'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LH0033
 LH0033                          STATION RECOVERY (2007)
 LH0033
 LH0033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LH0033'LOCATION TIES ARE AS FOLLOWS.  SOUTHEAST 84.21 FEET TO THE NORTHWEST
 LH0033'CORNER OF A CONCRETE CONTAINMENT WALL FOR FUEL STORAGE TANKS.  NORTH
 LH0033'55 FEET TO THE APPROXIMATE CENTERLINE OF CLARK STREET (GRAVEL).
 LH0033'NORTH-NORTHWEST 12.28 FEET TO THE FACE OF A POWER POLE.  SOUTHWEST 3.0
 LH0033'FEET TO A 1-INCH PINE TREE.  SOUTHEAST 5.4 FEET TO A 3-INCH PINE TREE.
 LH0033'
 LH0033'PLACED A ONE HALF-INCH REBAR ALONG THE NORTH SIDE OF THE LIMESTONE
 LH0033'POST BENCH MARK TO AID IN RECOVERY WITH A METAL FINDER.
 LH0033'
 LH0033'THE RAILROAD TRACKS NO LONGER EXIST, BUT THE PREVIOUSLY RECORDED
 LH0033'DISTANCE OF 28.1 FEET FROM THE WEST RAIL SEEMS CORRECT BY MEASURING TO
 LH0033'THE GRADE.  THE LAND OWNER TO THE WEST OF THE TRACKS IS MAINTAINING
 LH0033'THE LOCATION OF THE BENCH MARK AS HIS YARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1116 ***********************************************************************
 ML1116  DESIGNATION -  L 1 13
 ML1116  PID         -  ML1116
 ML1116  STATE/COUNTY-  NE/SHERMAN
 ML1116  COUNTRY     -  US
 ML1116  USGS QUAD   -  LOUP CITY (2017)
 ML1116
 ML1116                         *CURRENT SURVEY CONTROL
 ML1116  ______________________________________________________________________
 ML1116* NAD 83(1995) POSITION- 41 18 22.84987(N) 098 55 24.94999(W)   ADJUSTED
 ML1116* NAVD 88 ORTHO HEIGHT -   693.    (meters)     2274.    (feet) SCALED
 ML1116  ______________________________________________________________________
 ML1116  GEOID HEIGHT    -        -23.996 (meters)                     GEOID18
 ML1116  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 ML1116  HORZ ORDER      -  SECOND
 ML1116
 ML1116.The horizontal coordinates were established by classical geodetic methods
 ML1116.and adjusted by the National Geodetic Survey in August 1997.
 ML1116
 ML1116.The orthometric height was scaled from a topographic map.
 ML1116
 ML1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1116.GEOID18 height accuracy estimate available here.
 ML1116
 ML1116.Click photographs - Photos may exist for this station.
 ML1116
 ML1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1116
 ML1116. The following values were computed from the NAD 83(1995) position.
 ML1116
 ML1116;                    North         East     Units Scale Factor Converg.
 ML1116;SPC NE       -   164,102.881   590,110.172   MT  0.99966463   +0 42 48.0
 ML1116;SPC NE       -   538,394.20  1,936,053.12   sFT  0.99966463   +0 42 48.0
 ML1116;UTM  14      - 4,572,768.228   506,395.748   MT  0.99960050   +0 03 01.6
 ML1116
 ML1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1116!SPC NE       -   0.99989504  x   0.99966463  =   0.99955970
 ML1116!UTM  14      -   0.99989504  x   0.99960050  =   0.99949558
 ML1116
 ML1116:                Primary Azimuth Mark                     Grid Az
 ML1116:SPC NE       -  L 1 13 AZ MK                             285 42 47.9
 ML1116:UTM  14      -  L 1 13 AZ MK                             286 22 34.3
 ML1116
 ML1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0639572768(NAD 83)
 ML1116
 ML1116|---------------------------------------------------------------------|
 ML1116| PID    Reference Object                     Distance      Geod. Az  |
 ML1116|                                                           dddmmss.s |
 ML1116| ML1111 ASHTON MUNICIPAL TANK               APPROX.12.2 KM 1224328.5 |
 ML1116| CN9804 L 1 13 RM 1                          18.970 METERS 14318     |
 ML1116| CN9805 L 1 13 RM 2                          15.995 METERS 22044     |
 ML1116| ML1117 LOUP CITY REA RADIO MAST            APPROX. 4.2 KM 2310435.6 |
 ML1116| CN9803 L 1 13 AZ MK                                       2862535.9 |
 ML1116|---------------------------------------------------------------------|
 ML1116
 ML1116                          SUPERSEDED SURVEY CONTROL
 ML1116
 ML1116  NAD 83(1986)-  41 18 22.85732(N)    098 55 24.95367(W) AD(       ) 2
 ML1116  NAD 27      -  41 18 22.82200(N)    098 55 23.64400(W) AD(       ) 2
 ML1116
 ML1116.Superseded values are not recommended for survey control.
 ML1116
 ML1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1116.See file dsdata.pdf to determine how the superseded data were derived.
 ML1116
 ML1116_MARKER: DB = BENCH MARK DISK
 ML1116_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1116_STAMPING: L-1-13
 ML1116_MARK LOGO: BOR
 ML1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1116
 ML1116  HISTORY     - Date     Condition        Report By
 ML1116  HISTORY     - UNK      MONUMENTED       BOR
 ML1116  HISTORY     - 1951     GOOD             CGS
 ML1116
 ML1116                          STATION DESCRIPTION
 ML1116
 ML1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1116'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF ASHTON
 ML1116'AND ABOUT 3.0 MILES NORTHEAST OF LOUP CITY JUST NORTHEAST OF A
 ML1116'FARMYARD, 106 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ML1116'FARMHOUSE, 41 FEET NORTH OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF
 ML1116'A WITNESS POST.  IT IS A STANDARD USBR BRONZE DISK SET IN TOP OF
 ML1116'A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 ML1116'STAMPED L-1-13.
 ML1116'
 ML1116'REFERENCE MARK NO. 1 IS JUST EAST OF FARMYARD, 21 FEET SOUTH OF
 ML1116'A FENCE CORNER AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT
 ML1116'IS STAMPED L 1 13 NO 1 1951 AND PROJECTS 2 INCHES.
 ML1116'
 ML1116'REFERENCE MARK NO. 2 IS JUST NORTH OF FARMYARD, 56 FEET
 ML1116'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF FARMHOUSE AND 19
 ML1116'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED L 1 13
 ML1116'NO 2 1951 AND PROJECTS 3 INCHES.
 ML1116'
 ML1116'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 23 FEET SOUTH
 ML1116'OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET EAST OF A TELEPHONE POLE
 ML1116'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 ML1116'L 1 13 1951 AND PROJECTS 3 INCHES.
 ML1116'
 ML1116'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 ML1116'SQUARE IN LOUP CITY, GO EAST FOR 0.7 MILE TO A FORK, TAKE LEFT
 ML1116'FORK AND GO NORTHEAST AND NORTH ON GRAVELED ROAD FOR 2.3 MILES
 ML1116'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.3
 ML1116'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE EAST FOR
 ML1116'0.4 MILE TO A DRIVEWAY INTO FARMYARD ON RIGHT, GO SOUTH ON
 ML1116'DRIVEWAY FOR 0.1 MILE TO FARMYARD AND STATION JUST NORTHEAST
 ML1116'AS DESCRIBED.
 ML1116'
 ML1116'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0365 ***********************************************************************
 NP0365  DESIGNATION -  L 11
 NP0365  PID         -  NP0365
 NP0365  STATE/COUNTY-  NE/BOX BUTTE
 NP0365  COUNTRY     -  US
 NP0365  USGS QUAD   -  MARSLAND (2017)
 NP0365
 NP0365                         *CURRENT SURVEY CONTROL
 NP0365  ______________________________________________________________________
 NP0365* NAD 83(1986) POSITION- 42 25 47.     (N) 103 18 15.     (W)   SCALED
 NP0365* NAVD 88 ORTHO HEIGHT -  1259.114 (meters)     4130.94  (feet) ADJUSTED
 NP0365  ______________________________________________________________________
 NP0365  GEOID HEIGHT    -        -18.080 (meters)                     GEOID18
 NP0365  DYNAMIC HEIGHT  -       1258.368 (meters)     4128.50  (feet) COMP
 NP0365  MODELED GRAVITY -    979,985.6   (mgal)                       NAVD 88
 NP0365
 NP0365  VERT ORDER      -  FIRST     CLASS II
 NP0365
 NP0365.The horizontal coordinates were scaled from a map and have
 NP0365.an estimated accuracy of +/- 6 seconds.
 NP0365
 NP0365.The orthometric height was determined by differential leveling and
 NP0365.adjusted by the NATIONAL GEODETIC SURVEY
 NP0365.in June 1991.
 NP0365
 NP0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0365.GEOID18 height accuracy estimate available here.
 NP0365
 NP0365.Click photographs - Photos may exist for this station.
 NP0365
 NP0365.The dynamic height is computed by dividing the NAVD 88
 NP0365.geopotential number by the normal gravity value computed on the
 NP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0365.degrees latitude (g = 980.6199 gals.).
 NP0365
 NP0365.The modeled gravity was interpolated from observed gravity values.
 NP0365
 NP0365;                    North         East    Units  Estimated Accuracy
 NP0365;SPC NE       -   293,470.      228,220.      MT  (+/- 180 meters Scaled)
 NP0365
 NP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG394988(NAD 83)
 NP0365
 NP0365                          SUPERSEDED SURVEY CONTROL
 NP0365
 NP0365  NGVD 29 (??/??/92) 1258.464  (m)         4128.81   (f) ADJ UNCH    1 2
 NP0365
 NP0365.Superseded values are not recommended for survey control.
 NP0365
 NP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0365.See file dsdata.pdf to determine how the superseded data were derived.
 NP0365
 NP0365_MARKER: DB = BENCH MARK DISK
 NP0365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0365_SP_SET: HEADWALL
 NP0365_STAMPING: L 11 1933 4128.469
 NP0365_MARK LOGO: CGS
 NP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0365+STABILITY: SURFACE MOTION
 NP0365
 NP0365  HISTORY     - Date     Condition        Report By
 NP0365  HISTORY     - 1933     MONUMENTED       CGS
 NP0365  HISTORY     - 1956     GOOD             CGS
 NP0365  HISTORY     - 1985     GOOD             NGS
 NP0365
 NP0365                          STATION DESCRIPTION
 NP0365
 NP0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0365'1.2 MI S FROM MARSLAND.
 NP0365'1.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0365'RAILROAD FROM THE STATION SIGN AT MARSLAND, 7.2 FEET WEST OF
 NP0365'THE WEST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN
 NP0365'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE
 NP0365'BRIDGE OVER THE NIOBRARA RIVER, IN SECTION 5, TOWNSHIP 28 NORTH,
 NP0365'RANGE 51 WEST.
 NP0365
 NP0365                          STATION RECOVERY (1985)
 NP0365
 NP0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0365'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0365'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 1.61 KM
 NP0365'(1.0 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1932 ***********************************************************************
 MK1932  DESIGNATION -  L 11 20
 MK1932  PID         -  MK1932
 MK1932  STATE/COUNTY-  NE/NANCE
 MK1932  COUNTRY     -  US
 MK1932  USGS QUAD   -  FULLERTON (2017)
 MK1932
 MK1932                         *CURRENT SURVEY CONTROL
 MK1932  ______________________________________________________________________
 MK1932* NAD 83(1995) POSITION- 41 17 47.67411(N) 097 59 13.92636(W)   ADJUSTED
 MK1932* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 MK1932  ______________________________________________________________________
 MK1932  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 MK1932  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 MK1932  HORZ ORDER      -  SECOND
 MK1932
 MK1932.The horizontal coordinates were established by classical geodetic methods
 MK1932.and adjusted by the National Geodetic Survey in August 1997.
 MK1932
 MK1932.The orthometric height was scaled from a topographic map.
 MK1932
 MK1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1932.GEOID18 height accuracy estimate available here.
 MK1932
 MK1932.Click photographs - Photos may exist for this station.
 MK1932
 MK1932.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1932
 MK1932. The following values were computed from the NAD 83(1995) position.
 MK1932
 MK1932;                    North         East     Units Scale Factor Converg.
 MK1932;SPC NE       -   164,418.771   668,514.130   MT  0.99966523   +1 20 02.0
 MK1932;SPC NE       -   539,430.58  2,193,283.44   sFT  0.99966523   +1 20 02.0
 MK1932;UTM  14      - 4,572,175.310   584,795.513   MT  0.99968849   +0 40 06.4
 MK1932
 MK1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1932!SPC NE       -   0.99992043  x   0.99966523  =   0.99958569
 MK1932!UTM  14      -   0.99992043  x   0.99968849  =   0.99960895
 MK1932
 MK1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8479572175(NAD 83)
 MK1932
 MK1932                          SUPERSEDED SURVEY CONTROL
 MK1932
 MK1932  NAD 83(1986)-  41 17 47.68081(N)    097 59 13.93041(W) AD(       ) 2
 MK1932  NAD 27      -  41 17 47.62600(N)    097 59 12.71800(W) AD(       ) 2
 MK1932
 MK1932.Superseded values are not recommended for survey control.
 MK1932
 MK1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1932.See file dsdata.pdf to determine how the superseded data were derived.
 MK1932
 MK1932_MARKER: DD = SURVEY DISK
 MK1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1932
 MK1932  HISTORY     - Date     Condition        Report By
 MK1932  HISTORY     - 1950     MONUMENTED       BOR
 MK1932
 MK1932                          STATION DESCRIPTION
 MK1932
 MK1932'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 MK1932'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 MK1932'TOWN OF FULLERTON, 1/4 MILE WEST OF STATE HIGHWAY 14 AND ON
 MK1932'THE HIGHEST KNOLL IN PASTURE LAND.  THE MARK IS A BUREAU
 MK1932'OF RECLAMATION DISK SET IN AN 8 X 8 INCH SQUARE CONCRETE
 MK1932'POST WHICH PROJECTS 2 INCHES AND THE DISK IS STAMPED L-11-20.
 MK1932'
 MK1932'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MK1932'PEREGRINE TO L-11-20.  IT IS 18.277 METERS OR 59.96 FEET
 MK1932'NORTH OF THE STATION.
 MK1932'
 MK1932'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH ON THE
 MK1932'MAIN STREET 0.1 MILE TO CROSS STREETS, TURN RIGHT (WEST) WITH
 MK1932'STATE HIGHWAY 22, 0.25 MILE TO THE INTERSECTION OF STATE
 MK1932'HIGHWAYS 14 AND 22, TURN LEFT (SOUTH) ON HIGHWAY 14 0.9 MILE
 MK1932'TO BRIDGE OVER THE LOUP RIVER.  CONTINUE SOUTH ON HIGHWAY 14,
 MK1932'3.75 MILES TO A WIRE GATE ON THE RIGHT JUST AFTER PASSING
 MK1932'A PLANTED GROVE OF TREES, TURN RIGHT (WEST) THROUGH GATE AND
 MK1932'GO SOUTHWEST ACROSS PASTURE 0.3 MILE TO THE HIGHEST POINT AND
 MK1932'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1090 ***********************************************************************
 ML1090  DESIGNATION -  L 11 9
 ML1090  PID         -  ML1090
 ML1090  STATE/COUNTY-  NE/HOWARD
 ML1090  COUNTRY     -  US
 ML1090  USGS QUAD   -  CUSHING (2017)
 ML1090
 ML1090                         *CURRENT SURVEY CONTROL
 ML1090  ______________________________________________________________________
 ML1090* NAD 83(1995) POSITION- 41 17 28.70308(N) 098 18 16.41490(W)   ADJUSTED
 ML1090* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 ML1090  ______________________________________________________________________
 ML1090  GEOID HEIGHT    -        -24.730 (meters)                     GEOID18
 ML1090  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 ML1090  HORZ ORDER      -  SECOND
 ML1090
 ML1090.The horizontal coordinates were established by classical geodetic methods
 ML1090.and adjusted by the National Geodetic Survey in August 1997.
 ML1090
 ML1090.The orthometric height was scaled from a topographic map.
 ML1090
 ML1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1090.GEOID18 height accuracy estimate available here.
 ML1090
 ML1090.Click photographs - Photos may exist for this station.
 ML1090
 ML1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1090
 ML1090. The following values were computed from the NAD 83(1995) position.
 ML1090
 ML1090;                    North         East     Units Scale Factor Converg.
 ML1090;SPC NE       -   163,264.027   641,959.702   MT  0.99966557   +1 07 24.8
 ML1090;SPC NE       -   535,642.06  2,106,162.79   sFT  0.99966557   +1 07 24.8
 ML1090;UTM  14      - 4,571,328.859   558,229.516   MT  0.99964173   +0 27 32.1
 ML1090
 ML1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1090!SPC NE       -   0.99991036  x   0.99966557  =   0.99957596
 ML1090!UTM  14      -   0.99991036  x   0.99964173  =   0.99955213
 ML1090
 ML1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5822971328(NAD 83)
 ML1090
 ML1090                          SUPERSEDED SURVEY CONTROL
 ML1090
 ML1090  NAD 83(1986)-  41 17 28.70986(N)    098 18 16.41869(W) AD(       ) 2
 ML1090  NAD 27      -  41 17 28.66500(N)    098 18 15.18300(W) AD(       ) 2
 ML1090
 ML1090.Superseded values are not recommended for survey control.
 ML1090
 ML1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1090.See file dsdata.pdf to determine how the superseded data were derived.
 ML1090
 ML1090_MARKER: DD = SURVEY DISK
 ML1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1090
 ML1090  HISTORY     - Date     Condition        Report By
 ML1090  HISTORY     - 1950     MONUMENTED       BOR
 ML1090
 ML1090                          STATION DESCRIPTION
 ML1090
 ML1090'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 ML1090'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF PALMER AND
 ML1090'4 MILES EAST OF CUSHING ON THE CREST OF A PROMINENT HILL.
 ML1090'THE MARK IS A BUREAU OF RECLAIMATION DISK SET IN TOP OF A
 ML1090'6 BY 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  THE DISK
 ML1090'IS STAMPED L-11-9.
 ML1090'
 ML1090'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML1090'CORDING TO BM L-11-9 (USBR).  IT IS 11.008 METERS (36.12 FEET)
 ML1090'NORTHWEST OF THE STATION.
 ML1090'
 ML1090'TO REACH THE STATION FROM THE POST OFFICE IN PALMER, GO EAST
 ML1090'ON THE MAIN STREET FOR 0.35 MILE TO A GRAVEL T INTERSECTION.
 ML1090'TURN LEFT AND GO NORTH FOR 3.65 MILES TO THE LOUP RIVER BRIDGE.
 ML1090'CROSS THE BRIDGE, TAKE LEFT FORK AND GO NORTH FOR 0.75 MILE
 ML1090'TO A DIRT CROSS ROAD.  TURN LEFT ON TO THE DIRT ROAD AND GO WEST
 ML1090'FOR 3.15 MILES TO A WIRE GATE ON THE RIGHT.  PASS THROUGH
 ML1090'THE GATE, TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE
 ML1090'FENCE FOR 0.3 MILE TO THE AZIMUTH MARK FOR TRIANGULATION
 ML1090'STATION CORDING ON THE RIGHT.  TURN LEFT AND GO NORTHERLY
 ML1090'FOR 0.4 TO A WIRE FENCE.  THE STATION IS ON THE CREST OF THE
 ML1090'HILL ABOUT 0.15 MILE NORTHWEST OF THE WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0707 ***********************************************************************
 ML0707  DESIGNATION -  L 116
 ML0707  PID         -  ML0707
 ML0707  STATE/COUNTY-  NE/CUSTER
 ML0707  COUNTRY     -  US
 ML0707  USGS QUAD   -  ARCADIA SW (2017)
 ML0707
 ML0707                         *CURRENT SURVEY CONTROL
 ML0707  ______________________________________________________________________
 ML0707* NAD 83(1986) POSITION- 41 16 41.     (N) 099 14 37.     (W)   SCALED
 ML0707* NAVD 88 ORTHO HEIGHT -   729.098 (meters)     2392.05  (feet) ADJUSTED
 ML0707  ______________________________________________________________________
 ML0707  GEOID HEIGHT    -        -23.530 (meters)                     GEOID18
 ML0707  DYNAMIC HEIGHT  -        728.710 (meters)     2390.78  (feet) COMP
 ML0707  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 ML0707
 ML0707  VERT ORDER      -  SECOND    CLASS 0
 ML0707
 ML0707.The horizontal coordinates were scaled from a map and have
 ML0707.an estimated accuracy of +/- 6 seconds.
 ML0707
 ML0707.The orthometric height was determined by differential leveling and
 ML0707.adjusted by the NATIONAL GEODETIC SURVEY
 ML0707.in June 1991.
 ML0707
 ML0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0707.GEOID18 height accuracy estimate available here.
 ML0707
 ML0707.Click photographs - Photos may exist for this station.
 ML0707
 ML0707.The dynamic height is computed by dividing the NAVD 88
 ML0707.geopotential number by the normal gravity value computed on the
 ML0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0707.degrees latitude (g = 980.6199 gals.).
 ML0707
 ML0707.The modeled gravity was interpolated from observed gravity values.
 ML0707
 ML0707;                    North         East    Units  Estimated Accuracy
 ML0707;SPC NE       -   160,680.      563,350.      MT  (+/- 180 meters Scaled)
 ML0707
 ML0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML795696(NAD 83)
 ML0707
 ML0707                          SUPERSEDED SURVEY CONTROL
 ML0707
 ML0707  NGVD 29 (??/??/92)  728.849  (m)         2391.23   (f) ADJ UNCH    2 0
 ML0707
 ML0707.Superseded values are not recommended for survey control.
 ML0707
 ML0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0707.See file dsdata.pdf to determine how the superseded data were derived.
 ML0707
 ML0707_MARKER: DB = BENCH MARK DISK
 ML0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0707_STAMPING: L 116 1934
 ML0707_MARK LOGO: CGS
 ML0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0707+STABILITY: SURFACE MOTION
 ML0707
 ML0707  HISTORY     - Date     Condition        Report By
 ML0707  HISTORY     - 1934     MONUMENTED       CGS
 ML0707  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0707  HISTORY     - 20100407 MARK NOT FOUND   NEGS
 ML0707
 ML0707                          STATION DESCRIPTION
 ML0707
 ML0707'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 ML0707'7.7 MI E FROM ANSLEY.
 ML0707'7.7 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 ML0707'AT ANSLEY, CUSTER COUNTY, 400 FEET NORTHEAST OF A WINDMILL,
 ML0707'33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 ML0707'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 ML0707'L 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ML0707
 ML0707                          STATION RECOVERY (2010)
 ML0707
 ML0707'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0185 ***********************************************************************
 LH0185  DESIGNATION -  L 117
 LH0185  PID         -  LH0185
 LH0185  STATE/COUNTY-  NE/HALL
 LH0185  COUNTRY     -  US
 LH0185  USGS QUAD   -  GRAND ISLAND (2017)
 LH0185
 LH0185                         *CURRENT SURVEY CONTROL
 LH0185  ______________________________________________________________________
 LH0185* NAD 83(1986) POSITION- 40 56 16.     (N) 098 19 57.     (W)   SCALED
 LH0185* NAVD 88 ORTHO HEIGHT -   566.223 (meters)     1857.68  (feet) ADJUSTED
 LH0185  ______________________________________________________________________
 LH0185  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 LH0185  DYNAMIC HEIGHT  -        565.925 (meters)     1856.71  (feet) COMP
 LH0185  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 LH0185
 LH0185  VERT ORDER      -  SECOND    CLASS 0
 LH0185
 LH0185.The horizontal coordinates were scaled from a map and have
 LH0185.an estimated accuracy of +/- 6 seconds.
 LH0185
 LH0185.The orthometric height was determined by differential leveling and
 LH0185.adjusted by the NATIONAL GEODETIC SURVEY
 LH0185.in June 1991.
 LH0185
 LH0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0185.GEOID18 height accuracy estimate available here.
 LH0185
 LH0185.Click photographs - Photos may exist for this station.
 LH0185
 LH0185.The dynamic height is computed by dividing the NAVD 88
 LH0185.geopotential number by the normal gravity value computed on the
 LH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0185.degrees latitude (g = 980.6199 gals.).
 LH0185
 LH0185.The modeled gravity was interpolated from observed gravity values.
 LH0185
 LH0185;                    North         East    Units  Estimated Accuracy
 LH0185;SPC NE       -   123,980.      640,380.      MT  (+/- 180 meters Scaled)
 LH0185
 LH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL561320(NAD 83)
 LH0185
 LH0185                          SUPERSEDED SURVEY CONTROL
 LH0185
 LH0185  NGVD 29 (??/??/92)  565.981  (m)         1856.89   (f) ADJ UNCH    2 0
 LH0185
 LH0185.Superseded values are not recommended for survey control.
 LH0185
 LH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0185.See file dsdata.pdf to determine how the superseded data were derived.
 LH0185
 LH0185_MARKER: DB = BENCH MARK DISK
 LH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0185_STAMPING: L 117 1935
 LH0185_MARK LOGO: CGS
 LH0185_PROJECTION: FLUSH
 LH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0185+STABILITY: SURFACE MOTION
 LH0185
 LH0185  HISTORY     - Date     Condition        Report By
 LH0185  HISTORY     - 1935     MONUMENTED       CGS
 LH0185  HISTORY     - 1949     GOOD             CGS
 LH0185  HISTORY     - 1951     GOOD             CGS
 LH0185
 LH0185                          STATION DESCRIPTION
 LH0185
 LH0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0185'AT GRAND ISLAND.
 LH0185'AT GRAND ISLAND, 1.25 MILES NORTH ALONG THE UNION PACIFIC
 LH0185'RAILROAD FROM THE STATION, 45 FEET NORTHWEST OF A POINT ON THE
 LH0185'PROJECTED CENTER LINE OF 9TH STREET WHICH DEAD-ENDS AT THE
 LH0185'RAILROAD TRACKS, 34.4 FEET WEST OF THE WEST RAIL OF THE TRACK,
 LH0185'16 FEET NORTHEAST OF A POWER LINE POLE, 14 FEET SOUTH OF MILEPOST
 LH0185'NO. 1.25, 1.1 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0185'CONCRETE POST AND LEVEL WITH THE GROUND.
 LH0185
 LH0185                          STATION RECOVERY (1951)
 LH0185
 LH0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0079 ***********************************************************************
 ML0079  DESIGNATION -  L 118 RESET
 ML0079  PID         -  ML0079
 ML0079  STATE/COUNTY-  NE/GREELEY
 ML0079  COUNTRY     -  US
 ML0079  USGS QUAD   -  SPALDING SE (2017)
 ML0079
 ML0079                         *CURRENT SURVEY CONTROL
 ML0079  ______________________________________________________________________
 ML0079* NAD 83(1986) POSITION- 41 34 55.     (N) 098 22 05.     (W)   SCALED
 ML0079* NAVD 88 ORTHO HEIGHT -   600.03  (+/-2cm)     1968.6   (feet) VERTCON
 ML0079  ______________________________________________________________________
 ML0079  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 ML0079  VERT ORDER      -  THIRD (See Below)
 ML0079
 ML0079.The horizontal coordinates were scaled from a map and have
 ML0079.an estimated accuracy of +/- 6 seconds.
 ML0079
 ML0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0079
 ML0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0079.GEOID18 height accuracy estimate available here.
 ML0079
 ML0079.The vertical order pertains to the NGVD 29 superseded value.
 ML0079
 ML0079.Click photographs - Photos may exist for this station.
 ML0079
 ML0079;                    North         East    Units  Estimated Accuracy
 ML0079;SPC NE       -   195,420.      636,040.      MT  (+/- 180 meters Scaled)
 ML0079
 ML0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526035(NAD 83)
 ML0079
 ML0079                          SUPERSEDED SURVEY CONTROL
 ML0079
 ML0079  NGVD 29 (??/??/??)  599.79   (m)         1967.8    (f) RESET       3  
 ML0079
 ML0079.Superseded values are not recommended for survey control.
 ML0079
 ML0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0079.See file dsdata.pdf to determine how the superseded data were derived.
 ML0079
 ML0079_MARKER: DB = BENCH MARK DISK
 ML0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0079_STAMPING: L 118 1935 RESET 1942
 ML0079_MARK LOGO: CGS
 ML0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0079+STABILITY: SURFACE MOTION
 ML0079
 ML0079  HISTORY     - Date     Condition        Report By
 ML0079  HISTORY     - 1942     MONUMENTED       NEDR
 ML0079
 ML0079                          STATION DESCRIPTION
 ML0079
 ML0079'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1942
 ML0079'7.5 MI S FROM SPALDING.
 ML0079'7.5 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE UNION PACIFIC
 ML0079'RAILROAD STATION AT SPALDING, GREELEY COUNTY, 132 FEET SOUTHWEST
 ML0079'OF THE SOUTHWEST CORNER OF THE DISTRICT 16 SCHOOLHOUSE, IN THE
 ML0079'SOUTHWEST CORNER OF THE SCHOOLYARD, AT THE SOUTHWEST CORNER OF
 ML0079'SECTION 28, T 19 N, R 9 W, 50 FEET EAST OF THE CENTER LINE OF
 ML0079'THE HIGHWAY (WEST LINE OF SECTION 28), 47 FEET NORTH OF THE
 ML0079'ROAD ALONG THE SOUTH SIDE OF THE SECTION, AND 2 FEET EAST OF THE
 ML0079'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 118 1935 RESET
 ML0079'1942 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0078 ***********************************************************************
 MM0078  DESIGNATION -  L 119
 MM0078  PID         -  MM0078
 MM0078  STATE/COUNTY-  NE/CUSTER
 MM0078  COUNTRY     -  US
 MM0078  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0078
 MM0078                         *CURRENT SURVEY CONTROL
 MM0078  ______________________________________________________________________
 MM0078* NAD 83(1986) POSITION- 41 07 07.     (N) 100 11 28.     (W)   SCALED
 MM0078* NAVD 88 ORTHO HEIGHT -   888.874 (meters)     2916.25  (feet) ADJUSTED
 MM0078  ______________________________________________________________________
 MM0078  GEOID HEIGHT    -        -22.522 (meters)                     GEOID18
 MM0078  DYNAMIC HEIGHT  -        888.368 (meters)     2914.59  (feet) COMP
 MM0078  MODELED GRAVITY -    980,023.9   (mgal)                       NAVD 88
 MM0078
 MM0078  VERT ORDER      -  SECOND    CLASS 0
 MM0078
 MM0078.The horizontal coordinates were scaled from a map and have
 MM0078.an estimated accuracy of +/- 6 seconds.
 MM0078
 MM0078.The orthometric height was determined by differential leveling and
 MM0078.adjusted by the NATIONAL GEODETIC SURVEY
 MM0078.in June 1991.
 MM0078
 MM0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0078.GEOID18 height accuracy estimate available here.
 MM0078
 MM0078.Click photographs - Photos may exist for this station.
 MM0078
 MM0078.The dynamic height is computed by dividing the NAVD 88
 MM0078.geopotential number by the normal gravity value computed on the
 MM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0078.degrees latitude (g = 980.6199 gals.).
 MM0078
 MM0078.The modeled gravity was interpolated from observed gravity values.
 MM0078
 MM0078;                    North         East    Units  Estimated Accuracy
 MM0078;SPC NE       -   142,720.      483,960.      MT  (+/- 180 meters Scaled)
 MM0078
 MM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML000526(NAD 83)
 MM0078
 MM0078                          SUPERSEDED SURVEY CONTROL
 MM0078
 MM0078  NGVD 29 (??/??/92)  888.602  (m)         2915.36   (f) ADJ UNCH    2 0
 MM0078
 MM0078.Superseded values are not recommended for survey control.
 MM0078
 MM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0078.See file dsdata.pdf to determine how the superseded data were derived.
 MM0078
 MM0078_MARKER: DB = BENCH MARK DISK
 MM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0078_STAMPING: L 119 1934
 MM0078_MARK LOGO: CGS
 MM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0078+STABILITY: SURFACE MOTION
 MM0078
 MM0078  HISTORY     - Date     Condition        Report By
 MM0078  HISTORY     - 1934     MONUMENTED       CGS
 MM0078  HISTORY     - 1942     GOOD             CGS
 MM0078  HISTORY     - 1972     GOOD             NGS
 MM0078  HISTORY     - 20100907 MARK NOT FOUND   NEGS
 MM0078
 MM0078                          STATION DESCRIPTION
 MM0078
 MM0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MM0078'14.1 MI N FROM GOTHENBURG.
 MM0078'IN CUSTER COUNTY, 14.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0078'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, OPPOSITE A T-ROAD
 MM0078'JUNCTION, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 MM0078'NORTH OF A FENCE LEADING EAST, AND 1 FOOT EAST OF THE
 MM0078'RIGHT-OF-WAY.  A STANDARD DISK, STAMPED L 119 1934 AND SET IN
 MM0078'THE TOP OF A CONCRETE POST.
 MM0078
 MM0078                          STATION RECOVERY (1972)
 MM0078
 MM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0078'RECOVERED IN GOOD CONDITION.
 MM0078
 MM0078                          STATION RECOVERY (2010)
 MM0078
 MM0078'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0079 ***********************************************************************
 MM0079  DESIGNATION -  L 119 RESET
 MM0079  PID         -  MM0079
 MM0079  STATE/COUNTY-  NE/CUSTER
 MM0079  COUNTRY     -  US
 MM0079  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0079
 MM0079                         *CURRENT SURVEY CONTROL
 MM0079  ______________________________________________________________________
 MM0079* NAD 83(1986) POSITION- 41 07 07.     (N) 100 11 28.     (W)   SCALED
 MM0079* NAVD 88 ORTHO HEIGHT -   889.15  (meters)     2917.2   (feet) RESET
 MM0079  ______________________________________________________________________
 MM0079  GEOID HEIGHT    -        -22.522 (meters)                     GEOID18
 MM0079  VERT ORDER      -  THIRD
 MM0079
 MM0079.The horizontal coordinates were scaled from a map and have
 MM0079.an estimated accuracy of +/- 6 seconds.
 MM0079
 MM0079.The orthometric height was computed from unverified reset data.
 MM0079
 MM0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0079.GEOID18 height accuracy estimate available here.
 MM0079
 MM0079.Click photographs - Photos may exist for this station.
 MM0079
 MM0079;                    North         East    Units  Estimated Accuracy
 MM0079;SPC NE       -   142,720.      483,960.      MT  (+/- 180 meters Scaled)
 MM0079
 MM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML000526(NAD 83)
 MM0079
 MM0079                          SUPERSEDED SURVEY CONTROL
 MM0079
 MM0079.No superseded survey control is available for this station.
 MM0079
 MM0079_MARKER: DB = BENCH MARK DISK
 MM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0079_STAMPING: L 119 RESET 1972
 MM0079_MARK LOGO: CGS
 MM0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0079+STABILITY: SURFACE MOTION
 MM0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0079+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 MM0079
 MM0079  HISTORY     - Date     Condition        Report By
 MM0079  HISTORY     - 1972     MONUMENTED       NGS
 MM0079  HISTORY     - 20100901 GOOD             NEGS
 MM0079
 MM0079                          STATION DESCRIPTION
 MM0079
 MM0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0079'14.1 MI N FROM GOTHENBURG.
 MM0079'14.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE
 MM0079'AT GOTHENBURG, IN THE NORTHWEST ANGLE OF A ROAD INTERSECTION,
 MM0079'108 FEET WEST OF THE CENTER OF HIGHWAY 47, 19 FEET NORTH OF THE
 MM0079'CENTER OF A GRADED DIRT ROAD, 2 FEET WEST OF A CORNER FENCE
 MM0079'POST AND 1.5 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 MM0079'DISK STAMPED L 119 RESET 1972, SET IN THE TOP OF A 12 INCH
 MM0079'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 MM0079'GROUND SURFACE.
 MM0079
 MM0079                          STATION RECOVERY (2010)
 MM0079
 MM0079'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0079'MARK IS NOW 13.6 MILES NORTH OF THE GOTHENBURG POST OFFICE (NEW
 MM0079'ADDRESS)TO COUNTY ROAD 779. 1.0 FOOT EAST OF A FIBERGLASS WITNESS
 MM0079'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0013 ***********************************************************************
 LG0013  DESIGNATION -  L 12
 LG0013  PID         -  LG0013
 LG0013  STATE/COUNTY-  NE/OTOE
 LG0013  COUNTRY     -  US
 LG0013  USGS QUAD   -  SYRACUSE (2017)
 LG0013
 LG0013                         *CURRENT SURVEY CONTROL
 LG0013  ______________________________________________________________________
 LG0013* NAD 83(1986) POSITION- 40 37 47.     (N) 096 09 16.     (W)   SCALED
 LG0013* NAVD 88 ORTHO HEIGHT -   315.140 (meters)     1033.92  (feet) ADJUSTED
 LG0013  ______________________________________________________________________
 LG0013  GEOID HEIGHT    -        -27.984 (meters)                     GEOID18
 LG0013  DYNAMIC HEIGHT  -        314.978 (meters)     1033.39  (feet) COMP
 LG0013  MODELED GRAVITY -    980,104.7   (mgal)                       NAVD 88
 LG0013
 LG0013  VERT ORDER      -  FIRST     CLASS II
 LG0013
 LG0013.The horizontal coordinates were scaled from a map and have
 LG0013.an estimated accuracy of +/- 6 seconds.
 LG0013
 LG0013.The orthometric height was determined by differential leveling and
 LG0013.adjusted by the NATIONAL GEODETIC SURVEY
 LG0013.in June 1991.
 LG0013
 LG0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0013.GEOID18 height accuracy estimate available here.
 LG0013
 LG0013.Click photographs - Photos may exist for this station.
 LG0013
 LG0013.The dynamic height is computed by dividing the NAVD 88
 LG0013.geopotential number by the normal gravity value computed on the
 LG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0013.degrees latitude (g = 980.6199 gals.).
 LG0013
 LG0013.The modeled gravity was interpolated from observed gravity values.
 LG0013
 LG0013;                    North         East    Units  Estimated Accuracy
 LG0013;SPC NE       -    95,660.      825,170.      MT  (+/- 180 meters Scaled)
 LG0013
 LG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL406015(NAD 83)
 LG0013
 LG0013                          SUPERSEDED SURVEY CONTROL
 LG0013
 LG0013  NGVD 29 (??/??/92)  315.025  (m)         1033.54   (f) ADJ UNCH    1 2
 LG0013
 LG0013.Superseded values are not recommended for survey control.
 LG0013
 LG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0013.See file dsdata.pdf to determine how the superseded data were derived.
 LG0013
 LG0013_MARKER: DB = BENCH MARK DISK
 LG0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0013_STAMPING: 1033.118 L 12 1933
 LG0013_MARK LOGO: CGS
 LG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0013+STABILITY: SURFACE MOTION
 LG0013
 LG0013  HISTORY     - Date     Condition        Report By
 LG0013  HISTORY     - 1933     MONUMENTED       CGS
 LG0013  HISTORY     - 1940     GOOD             CGS
 LG0013  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0013
 LG0013                          STATION DESCRIPTION
 LG0013
 LG0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0013'2.5 MI SE FROM SYRACUSE.
 LG0013'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0013'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 0.3 MILE
 LG0013'EAST OF MILEPOST 25, AT A FARM-ROAD CROSSING, 79 FEET SOUTHWEST
 LG0013'OF THE CENTER OF THE CROSSING, 46.5 FEET SOUTH OF THE CENTERLINE
 LG0013'OF THE TRACK, 29 FEET WEST OF A CONCRETE GATEPOST, 3 FEET NORTHWEST
 LG0013'OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE WOODEN
 LG0013'WITNESS POST.  A STANDARD DISK, STAMPED 1033.118 L 12 1933 AND
 LG0013'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0013'GROUND.
 LG0013
 LG0013                          STATION RECOVERY (1991)
 LG0013
 LG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0013'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0039 ***********************************************************************
 MM0039  DESIGNATION -  L 120
 MM0039  PID         -  MM0039
 MM0039  STATE/COUNTY-  NE/LOGAN
 MM0039  COUNTRY     -  US
 MM0039  USGS QUAD   -  HOAGLAND (2017)
 MM0039
 MM0039                         *CURRENT SURVEY CONTROL
 MM0039  ______________________________________________________________________
 MM0039* NAD 83(1986) POSITION- 41 30 03.     (N) 100 18 34.     (W)   SCALED
 MM0039* NAVD 88 ORTHO HEIGHT -   857.777 (meters)     2814.22  (feet) ADJUSTED
 MM0039  ______________________________________________________________________
 MM0039  GEOID HEIGHT    -        -21.826 (meters)                     GEOID18
 MM0039  DYNAMIC HEIGHT  -        857.332 (meters)     2812.76  (feet) COMP
 MM0039  MODELED GRAVITY -    980,074.5   (mgal)                       NAVD 88
 MM0039
 MM0039  VERT ORDER      -  SECOND    CLASS 0
 MM0039
 MM0039.The horizontal coordinates were scaled from a map and have
 MM0039.an estimated accuracy of +/- 6 seconds.
 MM0039
 MM0039.The orthometric height was determined by differential leveling and
 MM0039.adjusted by the NATIONAL GEODETIC SURVEY
 MM0039.in June 1991.
 MM0039
 MM0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0039.GEOID18 height accuracy estimate available here.
 MM0039
 MM0039.Click photographs - Photos may exist for this station.
 MM0039
 MM0039.The dynamic height is computed by dividing the NAVD 88
 MM0039.geopotential number by the normal gravity value computed on the
 MM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0039.degrees latitude (g = 980.6199 gals.).
 MM0039
 MM0039.The modeled gravity was interpolated from observed gravity values.
 MM0039
 MM0039;                    North         East    Units  Estimated Accuracy
 MM0039;SPC NE       -   185,180.      474,170.      MT  (+/- 180 meters Scaled)
 MM0039
 MM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL907951(NAD 83)
 MM0039
 MM0039                          SUPERSEDED SURVEY CONTROL
 MM0039
 MM0039  NGVD 29 (??/??/92)  857.514  (m)         2813.36   (f) ADJ UNCH    2 0
 MM0039
 MM0039.Superseded values are not recommended for survey control.
 MM0039
 MM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0039.See file dsdata.pdf to determine how the superseded data were derived.
 MM0039
 MM0039_MARKER: DB = BENCH MARK DISK
 MM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0039_STAMPING: L 120 1934
 MM0039_MARK LOGO: CGS
 MM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0039+STABILITY: SURFACE MOTION
 MM0039
 MM0039  HISTORY     - Date     Condition        Report By
 MM0039  HISTORY     - 1934     MONUMENTED       CGS
 MM0039  HISTORY     - 19851122 MARK NOT FOUND   USPSQD
 MM0039
 MM0039                          STATION DESCRIPTION
 MM0039
 MM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0039'10.9 MI SE FROM STAPLETON.
 MM0039'ABOUT 10.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0039'THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.4 MILE WEST OF
 MM0039'MILEPOST 91, 41 FEET SOUTHEAST OF CATTLE GATE 91.40, AT A ROAD
 MM0039'CROSSING, 35.8 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 31
 MM0039'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 MM0039'DISK, STAMPED L 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0039
 MM0039                          STATION RECOVERY (1985)
 MM0039
 MM0039'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0216 ***********************************************************************
 NN0216  DESIGNATION -  L 121
 NN0216  PID         -  NN0216
 NN0216  STATE/COUNTY-  NE/WHEELER
 NN0216  COUNTRY     -  US
 NN0216  USGS QUAD   -  GOOSE LAKE (2017)
 NN0216
 NN0216                         *CURRENT SURVEY CONTROL
 NN0216  ______________________________________________________________________
 NN0216* NAD 83(1986) POSITION- 42 01 42.     (N) 098 36 24.     (W)   SCALED
 NN0216* NAVD 88 ORTHO HEIGHT -   639.357 (meters)     2097.62  (feet) ADJUSTED
 NN0216  ______________________________________________________________________
 NN0216  GEOID HEIGHT    -        -23.969 (meters)                     GEOID18
 NN0216  DYNAMIC HEIGHT  -        639.086 (meters)     2096.73  (feet) COMP
 NN0216  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 NN0216
 NN0216  VERT ORDER      -  SECOND    CLASS 0
 NN0216
 NN0216.The horizontal coordinates were scaled from a map and have
 NN0216.an estimated accuracy of +/- 6 seconds.
 NN0216
 NN0216.The orthometric height was determined by differential leveling and
 NN0216.adjusted by the NATIONAL GEODETIC SURVEY
 NN0216.in June 1991.
 NN0216
 NN0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0216.GEOID18 height accuracy estimate available here.
 NN0216
 NN0216.Click photographs - Photos may exist for this station.
 NN0216
 NN0216.The dynamic height is computed by dividing the NAVD 88
 NN0216.geopotential number by the normal gravity value computed on the
 NN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0216.degrees latitude (g = 980.6199 gals.).
 NN0216
 NN0216.The modeled gravity was interpolated from observed gravity values.
 NN0216
 NN0216;                    North         East    Units  Estimated Accuracy
 NN0216;SPC NE       -   244,630.      615,350.      MT  (+/- 180 meters Scaled)
 NN0216
 NN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM325529(NAD 83)
 NN0216
 NN0216                          SUPERSEDED SURVEY CONTROL
 NN0216
 NN0216  NGVD 29 (??/??/92)  639.128  (m)         2096.87   (f) ADJ UNCH    2 0
 NN0216
 NN0216.Superseded values are not recommended for survey control.
 NN0216
 NN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0216.See file dsdata.pdf to determine how the superseded data were derived.
 NN0216
 NN0216_MARKER: DB = BENCH MARK DISK
 NN0216_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0216_STAMPING: L 121 1935
 NN0216_MARK LOGO: CGS
 NN0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0216
 NN0216  HISTORY     - Date     Condition        Report By
 NN0216  HISTORY     - 1935     MONUMENTED       CGS
 NN0216  HISTORY     - 1938     GOOD             CGS
 NN0216  HISTORY     - 1976     MARK NOT FOUND   USGS
 NN0216
 NN0216                          STATION DESCRIPTION
 NN0216
 NN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0216'11.4 MI N FROM BARTLETT.
 NN0216'11.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0216'BARTLETT, WHEELER COUNTY, 350 FEET EAST OF A GROUP OF PINE TREES,
 NN0216'63 FEET WEST OF THE CENTER LINE OF A ROAD, 47 FEET SOUTHWEST
 NN0216'OF THE CENTER LINE OF THE HIGHWAY, AND 8 FEET NORTHWEST OF A
 NN0216'FENCE CORNER.  A STANDARD DISK, STAMPED L 121 1935 AND SET IN
 NN0216'THE TOP OF A CONCRETE POST.
 NN0216
 NN0216                          STATION RECOVERY (1938)
 NN0216
 NN0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NN0216'RECOVERED IN GOOD CONDITION.
 NN0216
 NN0216                          STATION RECOVERY (1976)
 NN0216
 NN0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0731 ***********************************************************************
 ML0731  DESIGNATION -  L 122
 ML0731  PID         -  ML0731
 ML0731  STATE/COUNTY-  NE/BUFFALO
 ML0731  COUNTRY     -  US
 ML0731  USGS QUAD   -  HAZARD (2017)
 ML0731
 ML0731                         *CURRENT SURVEY CONTROL
 ML0731  ______________________________________________________________________
 ML0731* NAD 83(1986) POSITION- 41 02 49.     (N) 099 02 11.     (W)   SCALED
 ML0731* NAVD 88 ORTHO HEIGHT -   633.458 (meters)     2078.27  (feet) ADJUSTED
 ML0731  ______________________________________________________________________
 ML0731  GEOID HEIGHT    -        -24.022 (meters)                     GEOID18
 ML0731  DYNAMIC HEIGHT  -        633.122 (meters)     2077.17  (feet) COMP
 ML0731  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 ML0731
 ML0731  VERT ORDER      -  SECOND    CLASS 0
 ML0731
 ML0731.The horizontal coordinates were scaled from a map and have
 ML0731.an estimated accuracy of +/- 6 seconds.
 ML0731
 ML0731.The orthometric height was determined by differential leveling and
 ML0731.adjusted by the NATIONAL GEODETIC SURVEY
 ML0731.in June 1991.
 ML0731
 ML0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0731.GEOID18 height accuracy estimate available here.
 ML0731
 ML0731.Click photographs - Photos may exist for this station.
 ML0731
 ML0731.The dynamic height is computed by dividing the NAVD 88
 ML0731.geopotential number by the normal gravity value computed on the
 ML0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0731.degrees latitude (g = 980.6199 gals.).
 ML0731
 ML0731.The modeled gravity was interpolated from observed gravity values.
 ML0731
 ML0731;                    North         East    Units  Estimated Accuracy
 ML0731;SPC NE       -   135,190.      580,990.      MT  (+/- 180 meters Scaled)
 ML0731
 ML0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML969439(NAD 83)
 ML0731
 ML0731                          SUPERSEDED SURVEY CONTROL
 ML0731
 ML0731  NGVD 29 (??/??/92)  633.212  (m)         2077.46   (f) ADJ UNCH    2 0
 ML0731
 ML0731.Superseded values are not recommended for survey control.
 ML0731
 ML0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0731.See file dsdata.pdf to determine how the superseded data were derived.
 ML0731
 ML0731_MARKER: DB = BENCH MARK DISK
 ML0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0731_STAMPING: L 122 1935
 ML0731_MARK LOGO: CGS
 ML0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0731+STABILITY: SURFACE MOTION
 ML0731
 ML0731  HISTORY     - Date     Condition        Report By
 ML0731  HISTORY     - 1935     MONUMENTED       CGS
 ML0731  HISTORY     - 1949     GOOD             CGS
 ML0731  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0731
 ML0731                          STATION DESCRIPTION
 ML0731
 ML0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0731'1.6 MI NW FROM SWEETWATER.
 ML0731'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 ML0731'AT SWEETWATER, THENCE 1.15 MILES WEST ALONG STATE HIGHWAYS
 ML0731'10 AND 45, 0.2 MILE EAST OF A WOODEN BRIDGE, 31 FEET SOUTH OF
 ML0731'THE CENTER LINE OF THE HIGHWAY, 12.0 FEET EAST OF A NORTH AND
 ML0731'SOUTH FENCE, 10.7 FEET WEST OF A TELEPHONE POLE, 1.2 FEET WEST
 ML0731'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0731'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0731
 ML0731                          STATION RECOVERY (1995)
 ML0731
 ML0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0731'SEARCHED FOR BUT DID NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0350 ***********************************************************************
 ML0350  DESIGNATION -  L 125
 ML0350  PID         -  ML0350
 ML0350  STATE/COUNTY-  NE/GREELEY
 ML0350  COUNTRY     -  US
 ML0350  USGS QUAD   -  SCOTIA (2017)
 ML0350
 ML0350                         *CURRENT SURVEY CONTROL
 ML0350  ______________________________________________________________________
 ML0350* NAD 83(1986) POSITION- 41 27 19.     (N) 098 43 02.     (W)   SCALED
 ML0350* NAVD 88 ORTHO HEIGHT -   581.203 (meters)     1906.83  (feet) ADJUSTED
 ML0350  ______________________________________________________________________
 ML0350  GEOID HEIGHT    -        -24.258 (meters)                     GEOID18
 ML0350  DYNAMIC HEIGHT  -        580.914 (meters)     1905.88  (feet) COMP
 ML0350  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 ML0350
 ML0350  VERT ORDER      -  SECOND    CLASS 0
 ML0350
 ML0350.The horizontal coordinates were scaled from a map and have
 ML0350.an estimated accuracy of +/- 6 seconds.
 ML0350
 ML0350.The orthometric height was determined by differential leveling and
 ML0350.adjusted by the NATIONAL GEODETIC SURVEY
 ML0350.in June 1991.
 ML0350
 ML0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0350.GEOID18 height accuracy estimate available here.
 ML0350
 ML0350.Click photographs - Photos may exist for this station.
 ML0350
 ML0350.The dynamic height is computed by dividing the NAVD 88
 ML0350.geopotential number by the normal gravity value computed on the
 ML0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0350.degrees latitude (g = 980.6199 gals.).
 ML0350
 ML0350.The modeled gravity was interpolated from observed gravity values.
 ML0350
 ML0350;                    North         East    Units  Estimated Accuracy
 ML0350;SPC NE       -   180,870.      607,140.      MT  (+/- 180 meters Scaled)
 ML0350
 ML0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL236893(NAD 83)
 ML0350
 ML0350                          SUPERSEDED SURVEY CONTROL
 ML0350
 ML0350  NGVD 29 (??/??/92)  580.956  (m)         1906.02   (f) ADJ UNCH    2 0
 ML0350
 ML0350.Superseded values are not recommended for survey control.
 ML0350
 ML0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0350.See file dsdata.pdf to determine how the superseded data were derived.
 ML0350
 ML0350_MARKER: DB = BENCH MARK DISK
 ML0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0350_STAMPING: L 125 1935
 ML0350_MARK LOGO: CGS
 ML0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0350+STABILITY: SURFACE MOTION
 ML0350
 ML0350  HISTORY     - Date     Condition        Report By
 ML0350  HISTORY     - 1935     MONUMENTED       CGS
 ML0350  HISTORY     - 20091105 MARK NOT FOUND   NEDR
 ML0350
 ML0350                          STATION DESCRIPTION
 ML0350
 ML0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0350'3.9 MI S FROM NORTH LOUP.
 ML0350'3.9 MILES SOUTH OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC RAILROAD
 ML0350'BETWEEN ST. PAUL AND ORD, ABOUT 1000 FEET WEST OF RAILROAD BRIDGE
 ML0350'OVER THE LOUP RIVER, ABOUT 1050 FEET NORTHWEST OF WATER TANK AT
 ML0350'SCOTIA JUNCTION, AT PLACE WHERE IMPROVED COUNTY ROAD CROSSES
 ML0350'RAILROAD, 61.4 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 ML0350'11, 44.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27.6 FEET SOUTH
 ML0350'OF THE CENTER LINE OF COUNTY ROAD, AT APPROXIMATE RAILROAD MILEAGE
 ML0350'44.98.
 ML0350
 ML0350                          STATION RECOVERY (2009)
 ML0350
 ML0350'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0448 ***********************************************************************
 NN0448  DESIGNATION -  L 126
 NN0448  PID         -  NN0448
 NN0448  STATE/COUNTY-  NE/GARFIELD
 NN0448  COUNTRY     -  US
 NN0448  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0448
 NN0448                         *CURRENT SURVEY CONTROL
 NN0448  ______________________________________________________________________
 NN0448* NAD 83(1986) POSITION- 42 00 36.40   (N) 099 04 47.63   (W)   HD_HELD1
 NN0448* NAVD 88 ORTHO HEIGHT -   712.752 (meters)     2338.42  (feet) ADJUSTED
 NN0448  ______________________________________________________________________
 NN0448  GEOID HEIGHT    -        -23.348 (meters)                     GEOID18
 NN0448  DYNAMIC HEIGHT  -        712.434 (meters)     2337.38  (feet) COMP
 NN0448  MODELED GRAVITY -    980,151.9   (mgal)                       NAVD 88
 NN0448
 NN0448  VERT ORDER      -  SECOND    CLASS 0
 NN0448
 NN0448.The horizontal coordinates were determined by differentially corrected
 NN0448.hand held GPS observations or other comparable positioning techniques
 NN0448.and have an estimated accuracy of +/- 3 meters.
 NN0448
 NN0448.The orthometric height was determined by differential leveling and
 NN0448.adjusted by the NATIONAL GEODETIC SURVEY
 NN0448.in June 1991.
 NN0448
 NN0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0448.GEOID18 height accuracy estimate available here.
 NN0448
 NN0448.Click photographs - Photos may exist for this station.
 NN0448
 NN0448.The dynamic height is computed by dividing the NAVD 88
 NN0448.geopotential number by the normal gravity value computed on the
 NN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0448.degrees latitude (g = 980.6199 gals.).
 NN0448
 NN0448.The modeled gravity was interpolated from observed gravity values.
 NN0448
 NN0448;                    North         East    Units  Estimated Accuracy
 NN0448;SPC NE       -   242,086.2     576,194.6     MT  (+/- 3 meters HH1 GPS) 
 NN0448
 NN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9338450901(NAD 83)
 NN0448
 NN0448                          SUPERSEDED SURVEY CONTROL
 NN0448
 NN0448  NGVD 29 (??/??/92)  712.500  (m)         2337.59   (f) ADJ UNCH    2 0
 NN0448
 NN0448.Superseded values are not recommended for survey control.
 NN0448
 NN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0448.See file dsdata.pdf to determine how the superseded data were derived.
 NN0448
 NN0448_MARKER: DB = BENCH MARK DISK
 NN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0448_STAMPING: L 126 1935
 NN0448_MARK LOGO: CGS
 NN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0448+STABILITY: SURFACE MOTION
 NN0448
 NN0448  HISTORY     - Date     Condition        Report By
 NN0448  HISTORY     - 1935     MONUMENTED       CGS
 NN0448  HISTORY     - 1964     GOOD             CGS
 NN0448
 NN0448                          STATION DESCRIPTION
 NN0448
 NN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0448'16.5 MI N FROM BURWELL.
 NN0448'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM THE
 NN0448'BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 NN0448'GARFIELD COUNTY, TO THEIR JUNCTION, THENCE 16.5 MILES NORTH ALONG
 NN0448'NEW STATE HIGHWAY 11.  THIS BENCH MARK IS ABOUT 1/4 MILE WEST
 NN0448'FROM THE NEW HIGHWAY AT THIS POINT, AND THE MARK IS 63 FEET WEST
 NN0448'OF THE CENTERLINE OF GRAVEL ROAD (OLD HIGHWAY), AND 1 FOOT EAST
 NN0448'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 NN0448'DISK IS STAMPED L 126 1935.  NOTE-- THIS MARK WILL REMAIN ALONG
 NN0448'THE OLD HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0203 ***********************************************************************
 NN0203  DESIGNATION -  L 127
 NN0203  PID         -  NN0203
 NN0203  STATE/COUNTY-  NE/HOLT
 NN0203  COUNTRY     -  US
 NN0203  USGS QUAD   -  O'NEILL (2017)
 NN0203
 NN0203                         *CURRENT SURVEY CONTROL
 NN0203  ______________________________________________________________________
 NN0203* NAD 83(1986) POSITION- 42 27 49.78   (N) 098 44 08.63   (W)   HD_HELD1
 NN0203* NAVD 88 ORTHO HEIGHT -   610.184 (meters)     2001.91  (feet) ADJUSTED
 NN0203  ______________________________________________________________________
 NN0203  GEOID HEIGHT    -        -24.309 (meters)                     GEOID18
 NN0203  DYNAMIC HEIGHT  -        609.947 (meters)     2001.13  (feet) COMP
 NN0203  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 NN0203
 NN0203  VERT ORDER      -  FIRST     CLASS II
 NN0203
 NN0203.The horizontal coordinates were determined by differentially corrected
 NN0203.hand held GPS observations or other comparable positioning techniques
 NN0203.and have an estimated accuracy of +/- 3 meters.
 NN0203
 NN0203.The orthometric height was determined by differential leveling and
 NN0203.adjusted by the NATIONAL GEODETIC SURVEY
 NN0203.in June 1991.
 NN0203
 NN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0203.GEOID18 height accuracy estimate available here.
 NN0203
 NN0203.Click photographs - Photos may exist for this station.
 NN0203
 NN0203.The dynamic height is computed by dividing the NAVD 88
 NN0203.geopotential number by the normal gravity value computed on the
 NN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0203.degrees latitude (g = 980.6199 gals.).
 NN0203
 NN0203.The modeled gravity was interpolated from observed gravity values.
 NN0203
 NN0203;                    North         East    Units  Estimated Accuracy
 NN0203;SPC NE       -   292,825.7     603,956.9     MT  (+/- 3 meters HH1 GPS) 
 NN0203
 NN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2172601310(NAD 83)
 NN0203
 NN0203                          SUPERSEDED SURVEY CONTROL
 NN0203
 NN0203  NGVD 29 (??/??/92)  609.975  (m)         2001.23   (f) ADJ UNCH    1 2
 NN0203
 NN0203.Superseded values are not recommended for survey control.
 NN0203
 NN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0203.See file dsdata.pdf to determine how the superseded data were derived.
 NN0203
 NN0203_MARKER: DB = BENCH MARK DISK
 NN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0203_STAMPING: L 127 1935
 NN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0203+STABILITY: SURFACE MOTION
 NN0203
 NN0203  HISTORY     - Date     Condition        Report By
 NN0203  HISTORY     - 1935     MONUMENTED       CGS
 NN0203  HISTORY     - 1946     GOOD             CGS
 NN0203
 NN0203                          STATION DESCRIPTION
 NN0203
 NN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0203'3.5 MI W FROM EMMET.
 NN0203'3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0203'THE STATION AT EMMET, HOLT COUNTY, 5-1/2 RAILS WEST OF BRIDGE
 NN0203'307, 56.4 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 45.3
 NN0203'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2.5 FEET
 NN0203'EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 NN0203'L 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1311 ***********************************************************************
 NM1311  DESIGNATION -  L 128
 NM1311  PID         -  NM1311
 NM1311  STATE/COUNTY-  NE/ANTELOPE
 NM1311  COUNTRY     -  US
 NM1311  USGS QUAD   -  OAKDALE (2017)
 NM1311
 NM1311                         *CURRENT SURVEY CONTROL
 NM1311  ______________________________________________________________________
 NM1311* NAD 83(1986) POSITION- 42 04 11.09   (N) 097 57 35.30   (W)   HD_HELD1
 NM1311* NAVD 88 ORTHO HEIGHT -   520.552 (meters)     1707.84  (feet) ADJUSTED
 NM1311  ______________________________________________________________________
 NM1311  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 NM1311  DYNAMIC HEIGHT  -        520.344 (meters)     1707.16  (feet) COMP
 NM1311  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 NM1311
 NM1311  VERT ORDER      -  SECOND    CLASS 0
 NM1311
 NM1311.The horizontal coordinates were determined by differentially corrected
 NM1311.hand held GPS observations or other comparable positioning techniques
 NM1311.and have an estimated accuracy of +/- 3 meters.
 NM1311
 NM1311.The orthometric height was determined by differential leveling and
 NM1311.adjusted by the NATIONAL GEODETIC SURVEY
 NM1311.in June 1991.
 NM1311
 NM1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1311.GEOID18 height accuracy estimate available here.
 NM1311
 NM1311.Click photographs - Photos may exist for this station.
 NM1311
 NM1311.The dynamic height is computed by dividing the NAVD 88
 NM1311.geopotential number by the normal gravity value computed on the
 NM1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1311.degrees latitude (g = 980.6199 gals.).
 NM1311
 NM1311.The modeled gravity was interpolated from observed gravity values.
 NM1311
 NM1311;                    North         East    Units  Estimated Accuracy
 NM1311;SPC NE       -   250,294.3     668,781.8     MT  (+/- 3 meters HH1 GPS) 
 NM1311
 NM1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8605258043(NAD 83)
 NM1311
 NM1311                          SUPERSEDED SURVEY CONTROL
 NM1311
 NM1311  NGVD 29 (??/??/92)  520.348  (m)         1707.18   (f) ADJ UNCH    2 0
 NM1311
 NM1311.Superseded values are not recommended for survey control.
 NM1311
 NM1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1311.See file dsdata.pdf to determine how the superseded data were derived.
 NM1311
 NM1311_MARKER: DB = BENCH MARK DISK
 NM1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1311_STAMPING: L 128 1935
 NM1311_MARK LOGO: CGS
 NM1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1311+STABILITY: SURFACE MOTION
 NM1311
 NM1311  HISTORY     - Date     Condition        Report By
 NM1311  HISTORY     - 1935     MONUMENTED       CGS
 NM1311  HISTORY     - 1950     GOOD             CGS
 NM1311  HISTORY     - 1981     GOOD             LOCSUR
 NM1311  HISTORY     - 20100810 MARK NOT FOUND   NEDR
 NM1311
 NM1311                          STATION DESCRIPTION
 NM1311
 NM1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1311'0.3 MI SE FROM OAKDALE.
 NM1311'0.3 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1311'FROM THE STATION AT OAKDALE, 123 FEET SOUTH OF THE CENTER LINE OF
 NM1311'U.S. HIGHWAY 279, 51 FEET NORTH OF THE CENTER LINE-OF AN EAST AND
 NM1311'WEST ROAD, 32.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 NM1311'AT A ROAD CROSSING, 42 FEET WEST OF THE FIRST TELEPHONE POLE WEST
 NM1311'OF THE CROSSING, 1.3 FEET EAST OF A WITNESS POST, SET IN THE
 NM1311'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM1311
 NM1311                          STATION RECOVERY (1981)
 NM1311
 NM1311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1311'RECOVERED IN GOOD CONDITION.
 NM1311
 NM1311                          STATION RECOVERY (2010)
 NM1311
 NM1311'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (JH)
 NM1311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0726 ***********************************************************************
 LG0726  DESIGNATION -  L 13
 LG0726  PID         -  LG0726
 LG0726  STATE/COUNTY-  NE/LANCASTER
 LG0726  COUNTRY     -  US
 LG0726  USGS QUAD   -  DENTON (2017)
 LG0726
 LG0726                         *CURRENT SURVEY CONTROL
 LG0726  ______________________________________________________________________
 LG0726* NAD 83(1986) POSITION- 40 43 34.9    (N) 096 51 51.2    (W)   HD_HELD2
 LG0726* NAVD 88 ORTHO HEIGHT -   383.021 (meters)     1256.63  (feet) ADJUSTED
 LG0726  ______________________________________________________________________
 LG0726  GEOID HEIGHT    -        -26.322 (meters)                     GEOID18
 LG0726  DYNAMIC HEIGHT  -        382.838 (meters)     1256.03  (feet) COMP
 LG0726  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 LG0726
 LG0726  VERT ORDER      -  FIRST     CLASS II
 LG0726
 LG0726.The horizontal coordinates were established by autonomous hand held GPS
 LG0726.observations and have an estimated accuracy of +/- 10 meters.
 LG0726
 LG0726.The orthometric height was determined by differential leveling and
 LG0726.adjusted by the NATIONAL GEODETIC SURVEY
 LG0726.in June 1991.
 LG0726
 LG0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0726.GEOID18 height accuracy estimate available here.
 LG0726
 LG0726.Click photographs - Photos may exist for this station.
 LG0726
 LG0726.The dynamic height is computed by dividing the NAVD 88
 LG0726.geopotential number by the normal gravity value computed on the
 LG0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0726.degrees latitude (g = 980.6199 gals.).
 LG0726
 LG0726.The modeled gravity was interpolated from observed gravity values.
 LG0726
 LG0726;                    North         East    Units  Estimated Accuracy
 LG0726;SPC NE       -   103,954.      764,793.      MT  (+/- 10 meters HH2 GPS)
 LG0726
 LG0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8036910575(NAD 83)
 LG0726
 LG0726                          SUPERSEDED SURVEY CONTROL
 LG0726
 LG0726  NGVD 29 (??/??/92)  382.904  (m)         1256.24   (f) ADJ UNCH    1 2
 LG0726
 LG0726.Superseded values are not recommended for survey control.
 LG0726
 LG0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0726.See file dsdata.pdf to determine how the superseded data were derived.
 LG0726
 LG0726_MARKER: DB = BENCH MARK DISK
 LG0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0726_SP_SET: BRIDGE WINGWALL
 LG0726_STAMPING: L 13 1933
 LG0726_MARK LOGO: CGS
 LG0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0726+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 LG0726
 LG0726  HISTORY     - Date     Condition        Report By
 LG0726  HISTORY     - 1933     MONUMENTED       CGS
 LG0726  HISTORY     - 20081023 GOOD             INDIV
 LG0726
 LG0726                          STATION DESCRIPTION
 LG0726
 LG0726'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2008 (LB)
 LG0726'FROM THE INTERSECTION OF SOUTHWEST 98TH STREET AND WEST YANKEE HILL
 LG0726'ROAD, GO WEST ON WEST YANKEE HILL ROAD 0.55 MILE, WALK SOUTHWEST 196
 LG0726'FEET ALONG RAILROAD TRACK TO BENCH MARK IN CONCRETE WINGWALL IN
 LG0726'SOUTHWEST CORNER OF RAILROAD BRIDGE. 4.80 FEET NORTHWEST OF WEST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0350 ***********************************************************************
 NO0350  DESIGNATION -  L 130
 NO0350  PID         -  NO0350
 NO0350  STATE/COUNTY-  NE/CHERRY
 NO0350  COUNTRY     -  US
 NO0350  USGS QUAD   -  MERRIMAN SW (2017)
 NO0350
 NO0350                         *CURRENT SURVEY CONTROL
 NO0350  ______________________________________________________________________
 NO0350* NAD 83(1986) POSITION- 42 49 29.     (N) 101 41 49.     (W)   SCALED
 NO0350* NAVD 88 ORTHO HEIGHT -   978.753 (meters)     3211.13  (feet) ADJUSTED
 NO0350  ______________________________________________________________________
 NO0350  GEOID HEIGHT    -        -19.344 (meters)                     GEOID18
 NO0350  DYNAMIC HEIGHT  -        978.310 (meters)     3209.67  (feet) COMP
 NO0350  MODELED GRAVITY -    980,134.2   (mgal)                       NAVD 88
 NO0350
 NO0350  VERT ORDER      -  SECOND    CLASS 0
 NO0350
 NO0350.The horizontal coordinates were scaled from a map and have
 NO0350.an estimated accuracy of +/- 6 seconds.
 NO0350
 NO0350.The orthometric height was determined by differential leveling and
 NO0350.adjusted by the NATIONAL GEODETIC SURVEY
 NO0350.in June 1991.
 NO0350
 NO0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0350.GEOID18 height accuracy estimate available here.
 NO0350
 NO0350.Click photographs - Photos may exist for this station.
 NO0350
 NO0350.The dynamic height is computed by dividing the NAVD 88
 NO0350.geopotential number by the normal gravity value computed on the
 NO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0350.degrees latitude (g = 980.6199 gals.).
 NO0350
 NO0350.The modeled gravity was interpolated from observed gravity values.
 NO0350
 NO0350;                    North         East    Units  Estimated Accuracy
 NO0350;SPC NE       -   333,510.      361,260.      MT  (+/- 180 meters Scaled)
 NO0350
 NO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN795448(NAD 83)
 NO0350
 NO0350                          SUPERSEDED SURVEY CONTROL
 NO0350
 NO0350  NGVD 29 (??/??/92)  978.329  (m)         3209.73   (f) ADJ UNCH    2 0
 NO0350
 NO0350.Superseded values are not recommended for survey control.
 NO0350
 NO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0350.See file dsdata.pdf to determine how the superseded data were derived.
 NO0350
 NO0350_MARKER: DB = BENCH MARK DISK
 NO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0350_STAMPING: L 130 1934
 NO0350_MARK LOGO: CGS
 NO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0350+STABILITY: SURFACE MOTION
 NO0350
 NO0350  HISTORY     - Date     Condition        Report By
 NO0350  HISTORY     - 1934     MONUMENTED       CGS
 NO0350  HISTORY     - 1948     MARK NOT FOUND   CGS
 NO0350
 NO0350                          STATION DESCRIPTION
 NO0350
 NO0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0350'7.8 MI S FROM MERRIMAN.
 NO0350'7.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0350'COUNTY, 0.5 MILE NORTH OF NIOBRARA RIVER, AT THE TOP OF A BLUFF,
 NO0350'AT THE CORNER WHERE THE OLD ROAD TURNS WEST TO MATSON BRIDGE,
 NO0350'98 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH
 NO0350'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 130 1934
 NO0350'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0865 ***********************************************************************
 MK0865  DESIGNATION -  L 130
 MK0865  PID         -  MK0865
 MK0865  STATE/COUNTY-  NE/COLFAX
 MK0865  COUNTRY     -  US
 MK0865  USGS QUAD   -  ROGERS (2017)
 MK0865
 MK0865                         *CURRENT SURVEY CONTROL
 MK0865  ______________________________________________________________________
 MK0865* NAD 83(1986) POSITION- 41 27 31.     (N) 096 56 45.     (W)   SCALED
 MK0865* NAVD 88 ORTHO HEIGHT -   401.912 (meters)     1318.61  (feet) ADJUSTED
 MK0865  ______________________________________________________________________
 MK0865  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 MK0865  DYNAMIC HEIGHT  -        401.740 (meters)     1318.04  (feet) COMP
 MK0865  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 MK0865
 MK0865  VERT ORDER      -  SECOND    CLASS 0
 MK0865
 MK0865.The horizontal coordinates were scaled from a map and have
 MK0865.an estimated accuracy of +/- 6 seconds.
 MK0865
 MK0865.The orthometric height was determined by differential leveling and
 MK0865.adjusted by the NATIONAL GEODETIC SURVEY
 MK0865.in June 1991.
 MK0865
 MK0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0865.GEOID18 height accuracy estimate available here.
 MK0865
 MK0865.Click photographs - Photos may exist for this station.
 MK0865
 MK0865.The dynamic height is computed by dividing the NAVD 88
 MK0865.geopotential number by the normal gravity value computed on the
 MK0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0865.degrees latitude (g = 980.6199 gals.).
 MK0865
 MK0865.The modeled gravity was interpolated from observed gravity values.
 MK0865
 MK0865;                    North         East    Units  Estimated Accuracy
 MK0865;SPC NE       -   184,950.      755,030.      MT  (+/- 180 meters Scaled)
 MK0865
 MK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL715917(NAD 83)
 MK0865
 MK0865                          SUPERSEDED SURVEY CONTROL
 MK0865
 MK0865  NGVD 29 (??/??/92)  401.751  (m)         1318.08   (f) ADJ UNCH    2 0
 MK0865
 MK0865.Superseded values are not recommended for survey control.
 MK0865
 MK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0865.See file dsdata.pdf to determine how the superseded data were derived.
 MK0865
 MK0865_MARKER: DB = BENCH MARK DISK
 MK0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0865_STAMPING: L 130 1935
 MK0865_MARK LOGO: CGS
 MK0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0865+STABILITY: SURFACE MOTION
 MK0865
 MK0865  HISTORY     - Date     Condition        Report By
 MK0865  HISTORY     - 1935     MONUMENTED       CGS
 MK0865  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0865
 MK0865                          STATION DESCRIPTION
 MK0865
 MK0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0865'1.5 MI W FROM ROGERS.
 MK0865'1.5 MILES WEST OF UNION PACIFIC DEPOT BY RAIL.  ALONG THE UNION
 MK0865'PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT, NEBRASKA, 91.0
 MK0865'FEET NORTH OF MILE POST 63.  45.6 FEET NORTH OF NORTH RAIL OF
 MK0865'MAIN TRACK, AND 1.6 FEET SOUTH OF FENCE.
 MK0865
 MK0865                          STATION RECOVERY (1966)
 MK0865
 MK0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0865'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0508 ***********************************************************************
 MK0508  DESIGNATION -  L 131
 MK0508  PID         -  MK0508
 MK0508  STATE/COUNTY-  NE/WASHINGTON
 MK0508  COUNTRY     -  US
 MK0508  USGS QUAD   -  KENNARD (2017)
 MK0508
 MK0508                         *CURRENT SURVEY CONTROL
 MK0508  ______________________________________________________________________
 MK0508* NAD 83(1986) POSITION- 41 29 40.     (N) 096 10 27.     (W)   SCALED
 MK0508* NAVD 88 ORTHO HEIGHT -   362.455 (meters)     1189.15  (feet) ADJUSTED
 MK0508  ______________________________________________________________________
 MK0508  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 MK0508  DYNAMIC HEIGHT  -        362.281 (meters)     1188.58  (feet) COMP
 MK0508  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 MK0508
 MK0508  VERT ORDER      -  SECOND    CLASS 0
 MK0508
 MK0508.The horizontal coordinates were scaled from a map and have
 MK0508.an estimated accuracy of +/- 6 seconds.
 MK0508
 MK0508.The orthometric height was determined by differential leveling and
 MK0508.adjusted by the NATIONAL GEODETIC SURVEY
 MK0508.in June 1991.
 MK0508
 MK0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0508.GEOID18 height accuracy estimate available here.
 MK0508
 MK0508.Click photographs - Photos may exist for this station.
 MK0508
 MK0508.The dynamic height is computed by dividing the NAVD 88
 MK0508.geopotential number by the normal gravity value computed on the
 MK0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0508.degrees latitude (g = 980.6199 gals.).
 MK0508
 MK0508.The modeled gravity was interpolated from observed gravity values.
 MK0508
 MK0508;                    North         East    Units  Estimated Accuracy
 MK0508;SPC NE       -   191,490.      819,260.      MT  (+/- 180 meters Scaled)
 MK0508
 MK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL358975(NAD 83)
 MK0508
 MK0508                          SUPERSEDED SURVEY CONTROL
 MK0508
 MK0508  NGVD 29 (??/??/92)  362.302  (m)         1188.65   (f) ADJ UNCH    2 0
 MK0508
 MK0508.Superseded values are not recommended for survey control.
 MK0508
 MK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0508.See file dsdata.pdf to determine how the superseded data were derived.
 MK0508
 MK0508_MARKER: DB = BENCH MARK DISK
 MK0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0508_STAMPING: L 131 1935
 MK0508_MARK LOGO: CGS
 MK0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0508+STABILITY: SURFACE MOTION
 MK0508
 MK0508  HISTORY     - Date     Condition        Report By
 MK0508  HISTORY     - 1935     MONUMENTED       CGS
 MK0508  HISTORY     - 1947     GOOD             CGS
 MK0508
 MK0508                          STATION DESCRIPTION
 MK0508
 MK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0508'2.1 MI NE FROM KENNARD.
 MK0508'2.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MK0508'FROM THE STATION AT KENNARD.  THE MARK IS 3 POLES SOUTH OF
 MK0508'MILEPOST 18, 37 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 MK0508'ROAD, 36 FEET EAST OF THE CENTER LINE OF THE TRACK AND LEVEL
 MK0508'WITH IT, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK0508'15 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A 4 X 4 MARKER
 MK0508'POST, AND AT A ROAD CROSSING.  A BRONZE DISK SET IN THE TOP OF
 MK0508'A CONCRETE POST AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 MK0508'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1113 ***********************************************************************
 MK1113  DESIGNATION -  L 132
 MK1113  PID         -  MK1113
 MK1113  STATE/COUNTY-  NE/DODGE
 MK1113  COUNTRY     -  US
 MK1113  USGS QUAD   -  HOOPER (2017)
 MK1113
 MK1113                         *CURRENT SURVEY CONTROL
 MK1113  ______________________________________________________________________
 MK1113* NAD 83(1986) POSITION- 41 36 03.     (N) 096 30 29.     (W)   SCALED
 MK1113* NAVD 88 ORTHO HEIGHT -   372.235 (meters)     1221.24  (feet) ADJUSTED
 MK1113  ______________________________________________________________________
 MK1113  GEOID HEIGHT    -        -26.493 (meters)                     GEOID18
 MK1113  DYNAMIC HEIGHT  -        372.087 (meters)     1220.76  (feet) COMP
 MK1113  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 MK1113
 MK1113  VERT ORDER      -  SECOND    CLASS 0
 MK1113
 MK1113.The horizontal coordinates were scaled from a map and have
 MK1113.an estimated accuracy of +/- 6 seconds.
 MK1113
 MK1113.The orthometric height was determined by differential leveling and
 MK1113.adjusted by the NATIONAL GEODETIC SURVEY
 MK1113.in June 1991.
 MK1113
 MK1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1113.GEOID18 height accuracy estimate available here.
 MK1113
 MK1113.Click photographs - Photos may exist for this station.
 MK1113
 MK1113.The dynamic height is computed by dividing the NAVD 88
 MK1113.geopotential number by the normal gravity value computed on the
 MK1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1113.degrees latitude (g = 980.6199 gals.).
 MK1113
 MK1113.The modeled gravity was interpolated from observed gravity values.
 MK1113
 MK1113;                    North         East    Units  Estimated Accuracy
 MK1113;SPC NE       -   202,110.      790,930.      MT  (+/- 180 meters Scaled)
 MK1113
 MK1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM076084(NAD 83)
 MK1113
 MK1113                          SUPERSEDED SURVEY CONTROL
 MK1113
 MK1113  NGVD 29 (??/??/92)  372.099  (m)         1220.79   (f) ADJ UNCH    2 0
 MK1113
 MK1113.Superseded values are not recommended for survey control.
 MK1113
 MK1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1113.See file dsdata.pdf to determine how the superseded data were derived.
 MK1113
 MK1113_MARKER: DB = BENCH MARK DISK
 MK1113_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1113_STAMPING: L 132 1935
 MK1113_MARK LOGO: CGS
 MK1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1113
 MK1113  HISTORY     - Date     Condition        Report By
 MK1113  HISTORY     - 1935     MONUMENTED       CGS
 MK1113  HISTORY     - 1938     GOOD             CGS
 MK1113
 MK1113                          STATION DESCRIPTION
 MK1113
 MK1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 MK1113'2.2 MI E FROM HOOPER.
 MK1113'ALONG THE CHICAGO, NORTH WESTERN RY. BETWEEN HOOPER AND FREMONT,
 MK1113'114.4 FEET NORTH OF MILE POST 14.4, 42 FEET NORTH OF CENTERLINE
 MK1113'OF STATE HWY. 91.  39 FEET SOUTH OF THE SOUTH RAIL, 9 FEET
 MK1113'NORTH OF FENCE, AT THE WEST EDGE OF A SMALL HILL.  A STANDARD
 MK1113'TABLET SET IN TOP OF A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1280 ***********************************************************************
 MK1280  DESIGNATION -  L 134
 MK1280  PID         -  MK1280
 MK1280  STATE/COUNTY-  NE/BUTLER
 MK1280  COUNTRY     -  US
 MK1280  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1280
 MK1280                         *CURRENT SURVEY CONTROL
 MK1280  ______________________________________________________________________
 MK1280* NAD 83(1986) POSITION- 41 18 11.     (N) 097 10 46.     (W)   SCALED
 MK1280* NAVD 88 ORTHO HEIGHT -   491.760 (meters)     1613.38  (feet) ADJUSTED
 MK1280  ______________________________________________________________________
 MK1280  GEOID HEIGHT    -        -25.786 (meters)                     GEOID18
 MK1280  DYNAMIC HEIGHT  -        491.536 (meters)     1612.65  (feet) COMP
 MK1280  MODELED GRAVITY -    980,152.0   (mgal)                       NAVD 88
 MK1280
 MK1280  VERT ORDER      -  SECOND    CLASS 0
 MK1280
 MK1280.The horizontal coordinates were scaled from a map and have
 MK1280.an estimated accuracy of +/- 6 seconds.
 MK1280
 MK1280.The orthometric height was determined by differential leveling and
 MK1280.adjusted by the NATIONAL GEODETIC SURVEY
 MK1280.in June 1991.
 MK1280
 MK1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1280.GEOID18 height accuracy estimate available here.
 MK1280
 MK1280.Click photographs - Photos may exist for this station.
 MK1280
 MK1280.The dynamic height is computed by dividing the NAVD 88
 MK1280.geopotential number by the normal gravity value computed on the
 MK1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1280.degrees latitude (g = 980.6199 gals.).
 MK1280
 MK1280.The modeled gravity was interpolated from observed gravity values.
 MK1280
 MK1280;                    North         East    Units  Estimated Accuracy
 MK1280;SPC NE       -   167,030.      736,100.      MT  (+/- 180 meters Scaled)
 MK1280
 MK1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL524739(NAD 83)
 MK1280
 MK1280                          SUPERSEDED SURVEY CONTROL
 MK1280
 MK1280  NGVD 29 (??/??/92)  491.585  (m)         1612.81   (f) ADJ UNCH    2 0
 MK1280
 MK1280.Superseded values are not recommended for survey control.
 MK1280
 MK1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1280.See file dsdata.pdf to determine how the superseded data were derived.
 MK1280
 MK1280_MARKER: DB = BENCH MARK DISK
 MK1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1280_STAMPING: L 134 1935
 MK1280_MARK LOGO: CGS
 MK1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1280+STABILITY: SURFACE MOTION
 MK1280
 MK1280  HISTORY     - Date     Condition        Report By
 MK1280  HISTORY     - 1935     MONUMENTED       CGS
 MK1280
 MK1280                          STATION DESCRIPTION
 MK1280
 MK1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1280'4.4 MI N FROM DAVID CITY.
 MK1280'ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD BETWEEN DAVID
 MK1280'CITY AND COLUMBUS, NEBRASKA, 58 FEET SOUTHWEST OF MILE POST 57.
 MK1280'36 FEET SOUTHWEST OF SOUTHWEST RAIL, AND 26 FEET EAST OF CENTER
 MK1280'LINE OF CROSS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0684 ***********************************************************************
 LG0684  DESIGNATION -  L 135
 LG0684  PID         -  LG0684
 LG0684  STATE/COUNTY-  NE/YORK
 LG0684  COUNTRY     -  US
 LG0684  USGS QUAD   -  YORK SOUTH (2017)
 LG0684
 LG0684                         *CURRENT SURVEY CONTROL
 LG0684  ______________________________________________________________________
 LG0684* NAD 83(1986) POSITION- 40 51 38.     (N) 097 35 54.     (W)   SCALED
 LG0684* NAVD 88 ORTHO HEIGHT -   488.601 (meters)     1603.02  (feet) ADJUSTED
 LG0684  ______________________________________________________________________
 LG0684  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 LG0684  DYNAMIC HEIGHT  -        488.344 (meters)     1602.18  (feet) COMP
 LG0684  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LG0684
 LG0684  VERT ORDER      -  SECOND    CLASS 0
 LG0684
 LG0684.The horizontal coordinates were scaled from a map and have
 LG0684.an estimated accuracy of +/- 6 seconds.
 LG0684
 LG0684.The orthometric height was determined by differential leveling and
 LG0684.adjusted by the NATIONAL GEODETIC SURVEY
 LG0684.in June 1991.
 LG0684
 LG0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0684.GEOID18 height accuracy estimate available here.
 LG0684
 LG0684.Click photographs - Photos may exist for this station.
 LG0684
 LG0684.The dynamic height is computed by dividing the NAVD 88
 LG0684.geopotential number by the normal gravity value computed on the
 LG0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0684.degrees latitude (g = 980.6199 gals.).
 LG0684
 LG0684.The modeled gravity was interpolated from observed gravity values.
 LG0684
 LG0684;                    North         East    Units  Estimated Accuracy
 LG0684;SPC NE       -   116,860.      702,410.      MT  (+/- 180 meters Scaled)
 LG0684
 LG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL181242(NAD 83)
 LG0684
 LG0684                          SUPERSEDED SURVEY CONTROL
 LG0684
 LG0684  NGVD 29 (??/??/92)  488.404  (m)         1602.37   (f) ADJ UNCH    2 0
 LG0684
 LG0684.Superseded values are not recommended for survey control.
 LG0684
 LG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0684.See file dsdata.pdf to determine how the superseded data were derived.
 LG0684
 LG0684_MARKER: DB = BENCH MARK DISK
 LG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0684_STAMPING: L 135 1935
 LG0684_MARK LOGO: CGS
 LG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0684+STABILITY: SURFACE MOTION
 LG0684
 LG0684  HISTORY     - Date     Condition        Report By
 LG0684  HISTORY     - 1935     MONUMENTED       CGS
 LG0684  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0684
 LG0684                          STATION DESCRIPTION
 LG0684
 LG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0684'0.7 MI S FROM YORK.
 LG0684'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0684'FROM THE STATION AT YORK, YORK COUNTY, 462 FEET SOUTH OF RAILROAD
 LG0684'BRIDGE 134.42, AT A ROAD CROSSING, 78.4 FEET SOUTHWEST OF THE
 LG0684'CENTER OF THE CROSSING, AND 29.5 FEET WEST OF THE WEST RAIL.  A
 LG0684'STANDARD DISK, STAMPED L 135 1935 AND SET IN THE TOP OF A
 LG0684'CONCRETE POST.
 LG0684
 LG0684                          STATION RECOVERY (1967)
 LG0684
 LG0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0140 ***********************************************************************
 ML0140  DESIGNATION -  L 136
 ML0140  PID         -  ML0140
 ML0140  STATE/COUNTY-  NE/MERRICK
 ML0140  COUNTRY     -  US
 ML0140  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0140
 ML0140                         *CURRENT SURVEY CONTROL
 ML0140  ______________________________________________________________________
 ML0140* NAD 83(1986) POSITION- 41 06 52.     (N) 098 00 10.     (W)   SCALED
 ML0140* NAVD 88 ORTHO HEIGHT -   518.589 (meters)     1701.40  (feet) ADJUSTED
 ML0140  ______________________________________________________________________
 ML0140  GEOID HEIGHT    -        -25.279 (meters)                     GEOID18
 ML0140  DYNAMIC HEIGHT  -        518.331 (meters)     1700.56  (feet) COMP
 ML0140  MODELED GRAVITY -    980,111.7   (mgal)                       NAVD 88
 ML0140
 ML0140  VERT ORDER      -  FIRST     CLASS II
 ML0140
 ML0140.The horizontal coordinates were scaled from a map and have
 ML0140.an estimated accuracy of +/- 6 seconds.
 ML0140
 ML0140.The orthometric height was determined by differential leveling and
 ML0140.adjusted by the NATIONAL GEODETIC SURVEY
 ML0140.in June 1991.
 ML0140
 ML0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0140.GEOID18 height accuracy estimate available here.
 ML0140
 ML0140.Click photographs - Photos may exist for this station.
 ML0140
 ML0140.The dynamic height is computed by dividing the NAVD 88
 ML0140.geopotential number by the normal gravity value computed on the
 ML0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0140.degrees latitude (g = 980.6199 gals.).
 ML0140
 ML0140.The modeled gravity was interpolated from observed gravity values.
 ML0140
 ML0140;                    North         East    Units  Estimated Accuracy
 ML0140;SPC NE       -   144,170.      667,680.      MT  (+/- 180 meters Scaled)
 ML0140
 ML0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837519(NAD 83)
 ML0140
 ML0140                          SUPERSEDED SURVEY CONTROL
 ML0140
 ML0140  NGVD 29 (??/??/92)  518.369  (m)         1700.68   (f) ADJ UNCH    1 2
 ML0140
 ML0140.Superseded values are not recommended for survey control.
 ML0140
 ML0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0140.See file dsdata.pdf to determine how the superseded data were derived.
 ML0140
 ML0140_MARKER: DB = BENCH MARK DISK
 ML0140_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ML0140_SP_SET: STEP
 ML0140_STAMPING: L 136 1935
 ML0140_MARK LOGO: CGS
 ML0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0140
 ML0140  HISTORY     - Date     Condition        Report By
 ML0140  HISTORY     - 1935     MONUMENTED       CGS
 ML0140  HISTORY     - 1940     GOOD             CGS
 ML0140
 ML0140                          STATION DESCRIPTION
 ML0140
 ML0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 ML0140'AT CENTRAL CITY.
 ML0140'BENCH MARK IS IN POST OFFICE BUILDING, 9.0 FEET EAST OF
 ML0140'CENTERLINE OF MAIN ENTRANCE, 1.0 FOOT NORTH OF NORTH WALL AT
 ML0140'EAST END OF TOP LANDING, BM IS SET FLUSH AND HORIZONTALLY
 ML0140'IN TOP OF EAST END OF LANDING AT TOP OF STEPS.  NO 4 X 4
 ML0140'INCH WOODEN POST WAS SET BECAUSE POST OFFICE SERVES AS
 ML0140'LANDMARK.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.  STD. DISK
 ML0140'BM IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1312 ***********************************************************************
 MK1312  DESIGNATION -  L 137
 MK1312  PID         -  MK1312
 MK1312  STATE/COUNTY-  NE/YORK
 MK1312  COUNTRY     -  US
 MK1312  USGS QUAD   -  GRESHAM (2017)
 MK1312
 MK1312                         *CURRENT SURVEY CONTROL
 MK1312  ______________________________________________________________________
 MK1312* NAD 83(1986) POSITION- 41 02 48.     (N) 097 22 47.     (W)   SCALED
 MK1312* NAVD 88 ORTHO HEIGHT -   497.182 (meters)     1631.17  (feet) ADJUSTED
 MK1312  ______________________________________________________________________
 MK1312  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 MK1312  DYNAMIC HEIGHT  -        496.928 (meters)     1630.34  (feet) COMP
 MK1312  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 MK1312
 MK1312  VERT ORDER      -  SECOND    CLASS 0
 MK1312
 MK1312.The horizontal coordinates were scaled from a map and have
 MK1312.an estimated accuracy of +/- 6 seconds.
 MK1312
 MK1312.The orthometric height was determined by differential leveling and
 MK1312.adjusted by the NATIONAL GEODETIC SURVEY
 MK1312.in June 1991.
 MK1312
 MK1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1312.GEOID18 height accuracy estimate available here.
 MK1312
 MK1312.Click photographs - Photos may exist for this station.
 MK1312
 MK1312.The dynamic height is computed by dividing the NAVD 88
 MK1312.geopotential number by the normal gravity value computed on the
 MK1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1312.degrees latitude (g = 980.6199 gals.).
 MK1312
 MK1312.The modeled gravity was interpolated from observed gravity values.
 MK1312
 MK1312;                    North         East    Units  Estimated Accuracy
 MK1312;SPC NE       -   138,050.      720,200.      MT  (+/- 180 meters Scaled)
 MK1312
 MK1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL361452(NAD 83)
 MK1312
 MK1312                          SUPERSEDED SURVEY CONTROL
 MK1312
 MK1312  NGVD 29 (??/??/92)  496.984  (m)         1630.52   (f) ADJ UNCH    2 0
 MK1312
 MK1312.Superseded values are not recommended for survey control.
 MK1312
 MK1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1312.See file dsdata.pdf to determine how the superseded data were derived.
 MK1312
 MK1312_MARKER: DB = BENCH MARK DISK
 MK1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1312_STAMPING: L 137 1935
 MK1312_MARK LOGO: CGS
 MK1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1312+STABILITY: SURFACE MOTION
 MK1312
 MK1312  HISTORY     - Date     Condition        Report By
 MK1312  HISTORY     - 1935     MONUMENTED       CGS
 MK1312  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1312
 MK1312                          STATION DESCRIPTION
 MK1312
 MK1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1312'1.7 MI NE FROM GRESHAM.
 MK1312'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1312'AND YORK, 6 1/2 RAILS NORTHEAST OF MILE POST NO. 61, 49.0 FEET
 MK1312'SOUTH OF THE CENTER LINE OF ROAD CROSSING, 44.9 FEET SOUTHEAST
 MK1312'OF THE SOUTHEAST RAIL.
 MK1312
 MK1312                          STATION RECOVERY (1995)
 MK1312
 MK1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1312'SEARCHED FOR BUT COULD NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0117 ***********************************************************************
 MK0117  DESIGNATION -  L 139
 MK0117  PID         -  MK0117
 MK0117  STATE/COUNTY-  NE/BURT
 MK0117  COUNTRY     -  US
 MK0117  USGS QUAD   -  OAKLAND (2017)
 MK0117
 MK0117                         *CURRENT SURVEY CONTROL
 MK0117  ______________________________________________________________________
 MK0117* NAD 83(1986) POSITION- 41 51 27.     (N) 096 28 05.     (W)   SCALED
 MK0117* NAVD 88 ORTHO HEIGHT -   390.085 (meters)     1279.80  (feet) ADJUSTED
 MK0117  ______________________________________________________________________
 MK0117  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 MK0117  DYNAMIC HEIGHT  -        389.943 (meters)     1279.34  (feet) COMP
 MK0117  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 MK0117
 MK0117  VERT ORDER      -  SECOND    CLASS 0
 MK0117
 MK0117.The horizontal coordinates were scaled from a map and have
 MK0117.an estimated accuracy of +/- 6 seconds.
 MK0117
 MK0117.The orthometric height was determined by differential leveling and
 MK0117.adjusted by the NATIONAL GEODETIC SURVEY
 MK0117.in June 1991.
 MK0117
 MK0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0117.GEOID18 height accuracy estimate available here.
 MK0117
 MK0117.Click photographs - Photos may exist for this station.
 MK0117
 MK0117.The dynamic height is computed by dividing the NAVD 88
 MK0117.geopotential number by the normal gravity value computed on the
 MK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0117.degrees latitude (g = 980.6199 gals.).
 MK0117
 MK0117.The modeled gravity was interpolated from observed gravity values.
 MK0117
 MK0117;                    North         East    Units  Estimated Accuracy
 MK0117;SPC NE       -   230,720.      793,100.      MT  (+/- 180 meters Scaled)
 MK0117
 MK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM101370(NAD 83)
 MK0117
 MK0117                          SUPERSEDED SURVEY CONTROL
 MK0117
 MK0117  NGVD 29 (??/??/92)  389.949  (m)         1279.36   (f) ADJ UNCH    2 0
 MK0117
 MK0117.Superseded values are not recommended for survey control.
 MK0117
 MK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0117.See file dsdata.pdf to determine how the superseded data were derived.
 MK0117
 MK0117_MARKER: DB = BENCH MARK DISK
 MK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0117_STAMPING: L 139 1935
 MK0117_MARK LOGO: CGS
 MK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0117+STABILITY: SURFACE MOTION
 MK0117
 MK0117  HISTORY     - Date     Condition        Report By
 MK0117  HISTORY     - 1935     MONUMENTED       CGS
 MK0117
 MK0117                          STATION DESCRIPTION
 MK0117
 MK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0117'1.6 MI N FROM OAKLAND.
 MK0117'1.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0117'FROM THE STATION AT OAKLAND, BURT COUNTY, AT A ROAD CROSSING, 73
 MK0117'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 58.5 FEET SOUTH OF
 MK0117'THE CENTERLINE OF THE ROAD, AND 46 FEET EAST OF THE EAST RAIL.
 MK0117'A STANDARD DISK, STAMPED L 139 1935 AND SET IN THE TOP OF A CONCRETE
 MK0117'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0458 ***********************************************************************
 LG0458  DESIGNATION -  L 14
 LG0458  PID         -  LG0458
 LG0458  STATE/COUNTY-  NE/FILLMORE
 LG0458  COUNTRY     -  US
 LG0458  USGS QUAD   -  EXETER (2017)
 LG0458
 LG0458                         *CURRENT SURVEY CONTROL
 LG0458  ______________________________________________________________________
 LG0458* NAD 83(1986) POSITION- 40 38 47.     (N) 097 26 11.     (W)   SCALED
 LG0458* NAVD 88 ORTHO HEIGHT -   488.566 (meters)     1602.90  (feet) ADJUSTED
 LG0458  ______________________________________________________________________
 LG0458  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 LG0458  DYNAMIC HEIGHT  -        488.297 (meters)     1602.02  (feet) COMP
 LG0458  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 LG0458
 LG0458  VERT ORDER      -  FIRST     CLASS II
 LG0458
 LG0458.The horizontal coordinates were scaled from a map and have
 LG0458.an estimated accuracy of +/- 6 seconds.
 LG0458
 LG0458.The orthometric height was determined by differential leveling and
 LG0458.adjusted by the NATIONAL GEODETIC SURVEY
 LG0458.in June 1991.
 LG0458
 LG0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0458.GEOID18 height accuracy estimate available here.
 LG0458
 LG0458.Click photographs - Photos may exist for this station.
 LG0458
 LG0458.The dynamic height is computed by dividing the NAVD 88
 LG0458.geopotential number by the normal gravity value computed on the
 LG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0458.degrees latitude (g = 980.6199 gals.).
 LG0458
 LG0458.The modeled gravity was interpolated from observed gravity values.
 LG0458
 LG0458;                    North         East    Units  Estimated Accuracy
 LG0458;SPC NE       -    93,490.      716,760.      MT  (+/- 180 meters Scaled)
 LG0458
 LG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL322006(NAD 83)
 LG0458
 LG0458                          SUPERSEDED SURVEY CONTROL
 LG0458
 LG0458  NGVD 29 (??/??/92)  488.400  (m)         1602.36   (f) ADJ UNCH    1 2
 LG0458
 LG0458.Superseded values are not recommended for survey control.
 LG0458
 LG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0458.See file dsdata.pdf to determine how the superseded data were derived.
 LG0458
 LG0458_MARKER: DB = BENCH MARK DISK
 LG0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0458_STAMPING: 1602.280 L 14 1933
 LG0458_MARK LOGO: CGS
 LG0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0458+STABILITY: SURFACE MOTION
 LG0458
 LG0458  HISTORY     - Date     Condition        Report By
 LG0458  HISTORY     - 1933     MONUMENTED       CGS
 LG0458  HISTORY     - 1940     GOOD             CGS
 LG0458  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0458  HISTORY     - 20190819 MARK NOT FOUND   NEGS
 LG0458
 LG0458                          STATION DESCRIPTION
 LG0458
 LG0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0458'0.7 MI E FROM EXETER.
 LG0458'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0458'FROM THE STATION AT EXETER, FILLMORE COUNTY, 500 FEET WEST OF
 LG0458'MILEPOST 105, 105 FEET NORTHWEST OF THE CENTER OF THE CHICAGO AND
 LG0458'NORTH WESTERN RAILWAY CROSSING, 103 FEET NORTHWEST OF THE
 LG0458'CENTERLINE OF THE C. AND N.W. RY., 90 FEET NORTH OF THE
 LG0458'CENTERLINE OF THE C.B. AND Q.R.R., 50 FEET NORTH OF THE NORTHWEST
 LG0458'CORNER OF AN INTERLOCKING TOWER, AND 3 FEET WEST OF A WHITE
 LG0458'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1602.280 L 14
 LG0458'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LG0458'ABOVE GROUND.
 LG0458
 LG0458                          STATION RECOVERY (1991)
 LG0458
 LG0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0458'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 LG0458'ASSUMED DESTROYED.
 LG0458
 LG0458                          STATION RECOVERY (2019)
 LG0458
 LG0458'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (KO)
 LG0458'NOTE-THE 1991 STATION RECOVERY REPORTS THAT THERE HAS BEEN HIGHWAY
 LG0458'CONSTRUCTION IN THE AREA.  THE AREA IN QUESTION IS NOT BY A HIGHWAY,
 LG0458'HOWEVER THE SW-NE SET OF RAILROAD TRACKS HAVE BEEN REMOVED.  IT IS
 LG0458'POSSIBLE THE MARK IS STILL AVAILABLE.  THE NDOT DID NOT NEED THE USE
 LG0458'OF L 14 AT THIS TIME AND MINIMAL TIME WAS SPENT LOOKING FOR THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0278 ***********************************************************************
 MK0278  DESIGNATION -  L 140
 MK0278  PID         -  MK0278
 MK0278  STATE/COUNTY-  NE/BURT
 MK0278  COUNTRY     -  US
 MK0278  USGS QUAD   -  LYONS (2017)
 MK0278
 MK0278                         *CURRENT SURVEY CONTROL
 MK0278  ______________________________________________________________________
 MK0278* NAD 83(1986) POSITION- 41 55 49.     (N) 096 23 26.     (W)   SCALED
 MK0278* NAVD 88 ORTHO HEIGHT -   407.774 (meters)     1337.84  (feet) ADJUSTED
 MK0278  ______________________________________________________________________
 MK0278  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 MK0278  DYNAMIC HEIGHT  -        407.627 (meters)     1337.36  (feet) COMP
 MK0278  MODELED GRAVITY -    980,248.6   (mgal)                       NAVD 88
 MK0278
 MK0278  VERT ORDER      -  SECOND    CLASS 0
 MK0278
 MK0278.The horizontal coordinates were scaled from a map and have
 MK0278.an estimated accuracy of +/- 6 seconds.
 MK0278
 MK0278.The orthometric height was determined by differential leveling and
 MK0278.adjusted by the NATIONAL GEODETIC SURVEY
 MK0278.in June 1991.
 MK0278
 MK0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0278.GEOID18 height accuracy estimate available here.
 MK0278
 MK0278.Click photographs - Photos may exist for this station.
 MK0278
 MK0278.The dynamic height is computed by dividing the NAVD 88
 MK0278.geopotential number by the normal gravity value computed on the
 MK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0278.degrees latitude (g = 980.6199 gals.).
 MK0278
 MK0278.The modeled gravity was interpolated from observed gravity values.
 MK0278
 MK0278;                    North         East    Units  Estimated Accuracy
 MK0278;SPC NE       -   239,060.      799,190.      MT  (+/- 180 meters Scaled)
 MK0278
 MK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM163453(NAD 83)
 MK0278
 MK0278                          SUPERSEDED SURVEY CONTROL
 MK0278
 MK0278  NGVD 29 (??/??/92)  407.626  (m)         1337.35   (f) ADJ UNCH    2 0
 MK0278
 MK0278.Superseded values are not recommended for survey control.
 MK0278
 MK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0278.See file dsdata.pdf to determine how the superseded data were derived.
 MK0278
 MK0278_MARKER: DB = BENCH MARK DISK
 MK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0278_STAMPING: L 140 1935
 MK0278_MARK LOGO: CGS
 MK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0278+STABILITY: SURFACE MOTION
 MK0278
 MK0278  HISTORY     - Date     Condition        Report By
 MK0278  HISTORY     - 1935     MONUMENTED       CGS
 MK0278  HISTORY     - 1947     GOOD             CGS
 MK0278  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0278
 MK0278                          STATION DESCRIPTION
 MK0278
 MK0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0278'4.5 MI E FROM LYONS.
 MK0278'4.5 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE CHICAGO,
 MK0278'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, 0.25 MILE WEST
 MK0278'OF THE JUNCTION OF A NORTH-SOUTH CROSS ROAD, 102.0 FEET NORTHEAST
 MK0278'OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 4, 98.0 FEET
 MK0278'NORTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 5,
 MK0278'41.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4.5 FEET NORTH
 MK0278'OF THE NORTH RIGHT OF WAY FENCE, 1.5 FOOT EAST OF A REFERENCE
 MK0278'POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND
 MK0278'PROJECTING 0.2 FOOT.
 MK0278
 MK0278                          STATION RECOVERY (1965)
 MK0278
 MK0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5254 ***********************************************************************
 DG5254  DESIGNATION -  L 141 RESET
 DG5254  PID         -  DG5254
 DG5254  STATE/COUNTY-  NE/STANTON
 DG5254  COUNTRY     -  US
 DG5254  USGS QUAD   -  MADISON NE (2017)
 DG5254
 DG5254                         *CURRENT SURVEY CONTROL
 DG5254  ______________________________________________________________________
 DG5254* NAD 83(1986) POSITION- 41 58 20.94   (N) 097 18 55.98   (W)   HD_HELD1
 DG5254* NAVD 88 ORTHO HEIGHT -   454.97  (meters)     1492.7   (feet) RESET
 DG5254  ______________________________________________________________________
 DG5254  GEOID HEIGHT    -        -24.735 (meters)                     GEOID18
 DG5254  VERT ORDER      -  THIRD
 DG5254
 DG5254.The horizontal coordinates were determined by differentially corrected
 DG5254.hand held GPS observations or other comparable positioning techniques
 DG5254.and have an estimated accuracy of +/- 3 meters.
 DG5254
 DG5254.The orthometric height was computed from unverified reset data.
 DG5254
 DG5254.No vertical observational check was made to the station.
 DG5254
 DG5254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5254.GEOID18 height accuracy estimate available here.
 DG5254
 DG5254.Click photographs - Photos may exist for this station.
 DG5254
 DG5254;                    North         East    Units  Estimated Accuracy
 DG5254;SPC NE       -   240,955.5     722,400.2     MT  (+/- 3 meters HH1 GPS) 
 DG5254
 DG5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3956448093(NAD 83)
 DG5254
 DG5254                          SUPERSEDED SURVEY CONTROL
 DG5254
 DG5254.No superseded survey control is available for this station.
 DG5254
 DG5254_MARKER: DV = VERTICAL CONTROL DISK
 DG5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5254_STAMPING: L 141 RESET 2002
 DG5254_MARK LOGO: NGS
 DG5254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5254+STABILITY: SURFACE MOTION
 DG5254
 DG5254  HISTORY     - Date     Condition        Report By
 DG5254  HISTORY     - 2002     MONUMENTED       NEDR
 DG5254  HISTORY     - 20100514 GOOD             INDIV
 DG5254
 DG5254                          STATION DESCRIPTION
 DG5254
 DG5254'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (WH)
 DG5254'FROM THE JUNCTION OF HWY 275 AND HWY 24, GO SOUTHEAST ALONG HWY 24
 DG5254'TOWARDS STANTON  4.8 MILES TO CONCRETE MONUMENT ON SOUTH SIDE OF HWY
 DG5254'24 NEAR POWER POLE.
 DG5254
 DG5254                          STATION RECOVERY (2010)
 DG5254
 DG5254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 DG5254'REAL TIME NETWORK GPS OBSERVATION
 DG5254'41 58'20.944''N   97 18'55.985''W
 DG5254'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0085 ***********************************************************************
 LH0085  DESIGNATION -  L 15
 LH0085  PID         -  LH0085
 LH0085  STATE/COUNTY-  NE/CLAY
 LH0085  COUNTRY     -  US
 LH0085  USGS QUAD   -  HARVARD (2017)
 LH0085
 LH0085                         *CURRENT SURVEY CONTROL
 LH0085  ______________________________________________________________________
 LH0085* NAD 83(1986) POSITION- 40 37 01.     (N) 098 06 37.     (W)   SCALED
 LH0085* NAVD 88 ORTHO HEIGHT -   553.344 (meters)     1815.43  (feet) ADJUSTED
 LH0085  ______________________________________________________________________
 LH0085  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 LH0085  DYNAMIC HEIGHT  -        553.037 (meters)     1814.42  (feet) COMP
 LH0085  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 LH0085
 LH0085  VERT ORDER      -  FIRST     CLASS II
 LH0085
 LH0085.The horizontal coordinates were scaled from a map and have
 LH0085.an estimated accuracy of +/- 6 seconds.
 LH0085
 LH0085.The orthometric height was determined by differential leveling and
 LH0085.adjusted by the NATIONAL GEODETIC SURVEY
 LH0085.in June 1991.
 LH0085
 LH0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0085.GEOID18 height accuracy estimate available here.
 LH0085
 LH0085.Click photographs - Photos may exist for this station.
 LH0085
 LH0085.The dynamic height is computed by dividing the NAVD 88
 LH0085.geopotential number by the normal gravity value computed on the
 LH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0085.degrees latitude (g = 980.6199 gals.).
 LH0085
 LH0085.The modeled gravity was interpolated from observed gravity values.
 LH0085
 LH0085;                    North         East    Units  Estimated Accuracy
 LH0085;SPC NE       -    88,750.      659,860.      MT  (+/- 180 meters Scaled)
 LH0085
 LH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK752966(NAD 83)
 LH0085
 LH0085                          SUPERSEDED SURVEY CONTROL
 LH0085
 LH0085  NGVD 29 (??/??/92)  553.126  (m)         1814.71   (f) ADJ UNCH    1 2
 LH0085
 LH0085.Superseded values are not recommended for survey control.
 LH0085
 LH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0085.See file dsdata.pdf to determine how the superseded data were derived.
 LH0085
 LH0085_MARKER: DB = BENCH MARK DISK
 LH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0085_STAMPING: 1814.750 L 15 1933
 LH0085_MARK LOGO: CGS
 LH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0085+STABILITY: SURFACE MOTION
 LH0085
 LH0085  HISTORY     - Date     Condition        Report By
 LH0085  HISTORY     - 1933     MONUMENTED       CGS
 LH0085  HISTORY     - 1934     GOOD             CGS
 LH0085  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0085
 LH0085                          STATION DESCRIPTION
 LH0085
 LH0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0085'0.6 MI W FROM HARVARD.
 LH0085'0.6 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0085'FROM THE STATION AT HARVARD, CLAY COUNTY, 0.3 MILE WEST OF THE
 LH0085'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, 17 RAILS
 LH0085'WEST OF A ROAD CROSSING, AND 95.5 FEET NORTH OF THE CENTERLINE
 LH0085'OF THE TRACK.  A STANDARD DISK, STAMPED 1814.750 L 15 1933 AND
 LH0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LH0085'GROUND.
 LH0085
 LH0085                          STATION RECOVERY (1969)
 LH0085
 LH0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0296 ***********************************************************************
 LJ0296  DESIGNATION -  L 158
 LJ0296  PID         -  LJ0296
 LJ0296  STATE/COUNTY-  NE/CHASE
 LJ0296  COUNTRY     -  US
 LJ0296  USGS QUAD   -  IMPERIAL (2017)
 LJ0296
 LJ0296                         *CURRENT SURVEY CONTROL
 LJ0296  ______________________________________________________________________
 LJ0296* NAD 83(1986) POSITION- 40 32 15.     (N) 101 41 06.     (W)   SCALED
 LJ0296* NAVD 88 ORTHO HEIGHT -  1009.516 (meters)     3312.05  (feet) ADJUSTED
 LJ0296  ______________________________________________________________________
 LJ0296  GEOID HEIGHT    -        -22.074 (meters)                     GEOID18
 LJ0296  DYNAMIC HEIGHT  -       1008.825 (meters)     3309.79  (feet) COMP
 LJ0296  MODELED GRAVITY -    979,906.0   (mgal)                       NAVD 88
 LJ0296
 LJ0296  VERT ORDER      -  SECOND    CLASS 0
 LJ0296
 LJ0296.The horizontal coordinates were scaled from a map and have
 LJ0296.an estimated accuracy of +/- 6 seconds.
 LJ0296
 LJ0296.The orthometric height was determined by differential leveling and
 LJ0296.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0296.in June 1991.
 LJ0296
 LJ0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0296.GEOID18 height accuracy estimate available here.
 LJ0296
 LJ0296.Click photographs - Photos may exist for this station.
 LJ0296
 LJ0296.The dynamic height is computed by dividing the NAVD 88
 LJ0296.geopotential number by the normal gravity value computed on the
 LJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0296.degrees latitude (g = 980.6199 gals.).
 LJ0296
 LJ0296.The modeled gravity was interpolated from observed gravity values.
 LJ0296
 LJ0296;                    North         East    Units  Estimated Accuracy
 LJ0296;SPC NE       -    79,570.      357,280.      MT  (+/- 180 meters Scaled)
 LJ0296
 LJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK726908(NAD 83)
 LJ0296
 LJ0296                          SUPERSEDED SURVEY CONTROL
 LJ0296
 LJ0296  NGVD 29 (??/??/92) 1009.111  (m)         3310.73   (f) ADJ UNCH    2 0
 LJ0296
 LJ0296.Superseded values are not recommended for survey control.
 LJ0296
 LJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0296.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0296
 LJ0296_MARKER: DB = BENCH MARK DISK
 LJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0296_STAMPING: L 158 1934
 LJ0296_MARK LOGO: CGS
 LJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0296+STABILITY: SURFACE MOTION
 LJ0296
 LJ0296  HISTORY     - Date     Condition        Report By
 LJ0296  HISTORY     - 1934     MONUMENTED       CGS
 LJ0296
 LJ0296                          STATION DESCRIPTION
 LJ0296
 LJ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0296'3.9 MI W FROM IMPERIAL.
 LJ0296'3.9 MILES WEST OF RAILROAD STATION AT IMPERIAL, ON U.S. HIGHWAY
 LJ0296'6 AT A CROSSING OF ROADS.  100 YARDS EAST OF LARGE SIGN READING
 LJ0296'WELCOME TO NEBRASKA.  25 FEET WEST OF CENTER LINE OF SIDE ROAD,
 LJ0296'AND 50 FEET SOUTH OF CENTER LINE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0118 ***********************************************************************
 LJ0118  DESIGNATION -  L 159
 LJ0118  PID         -  LJ0118
 LJ0118  STATE/COUNTY-  NE/HITCHCOCK
 LJ0118  COUNTRY     -  US
 LJ0118  USGS QUAD   -  CULBERTSON (2017)
 LJ0118
 LJ0118                         *CURRENT SURVEY CONTROL
 LJ0118  ______________________________________________________________________
 LJ0118* NAD 83(1986) POSITION- 40 13 30.     (N) 100 52 11.     (W)   SCALED
 LJ0118* NAVD 88 ORTHO HEIGHT -   788.762 (meters)     2587.80  (feet) ADJUSTED
 LJ0118  ______________________________________________________________________
 LJ0118  GEOID HEIGHT    -        -23.689 (meters)                     GEOID18
 LJ0118  DYNAMIC HEIGHT  -        788.236 (meters)     2586.07  (feet) COMP
 LJ0118  MODELED GRAVITY -    979,933.1   (mgal)                       NAVD 88
 LJ0118
 LJ0118  VERT ORDER      -  SECOND    CLASS 0
 LJ0118
 LJ0118.The horizontal coordinates were scaled from a map and have
 LJ0118.an estimated accuracy of +/- 6 seconds.
 LJ0118
 LJ0118.The orthometric height was determined by differential leveling and
 LJ0118.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0118.in June 1991.
 LJ0118
 LJ0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0118.GEOID18 height accuracy estimate available here.
 LJ0118
 LJ0118.Click photographs - Photos may exist for this station.
 LJ0118
 LJ0118.The dynamic height is computed by dividing the NAVD 88
 LJ0118.geopotential number by the normal gravity value computed on the
 LJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0118.degrees latitude (g = 980.6199 gals.).
 LJ0118
 LJ0118.The modeled gravity was interpolated from observed gravity values.
 LJ0118
 LJ0118;                    North         East    Units  Estimated Accuracy
 LJ0118;SPC NE       -    43,860.      425,980.      MT  (+/- 180 meters Scaled)
 LJ0118
 LJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK409544(NAD 83)
 LJ0118
 LJ0118                          SUPERSEDED SURVEY CONTROL
 LJ0118
 LJ0118  NGVD 29 (??/??/92)  788.443  (m)         2586.75   (f) ADJ UNCH    2 0
 LJ0118
 LJ0118.Superseded values are not recommended for survey control.
 LJ0118
 LJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0118.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0118
 LJ0118_MARKER: DB = BENCH MARK DISK
 LJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0118_STAMPING: L 159 1934
 LJ0118_MARK LOGO: CGS
 LJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0118+STABILITY: SURFACE MOTION
 LJ0118
 LJ0118  HISTORY     - Date     Condition        Report By
 LJ0118  HISTORY     - 1934     MONUMENTED       CGS
 LJ0118  HISTORY     - 1970     MARK NOT FOUND   NGS
 LJ0118
 LJ0118                          STATION DESCRIPTION
 LJ0118
 LJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0118'2.3 MI W FROM CULBERTSON.
 LJ0118'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0118'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 7 POLES WEST
 LJ0118'OF MILEPOST 2, NEAR A FARMHOUSE, 45 FEET SOUTH OF THE CENTER
 LJ0118'LINE OF THE TRACK, AND 6 FEET WEST OF THE WEST END OF AN IRON
 LJ0118'GATE.  SET IN THE TOP OF A CONCRETE POST.
 LJ0118
 LJ0118                          STATION RECOVERY (1970)
 LJ0118
 LJ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LJ0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0652 ***********************************************************************
 ML0652  DESIGNATION -  L 16
 ML0652  PID         -  ML0652
 ML0652  STATE/COUNTY-  NE/CUSTER
 ML0652  COUNTRY     -  US
 ML0652  USGS QUAD   -  MASON CITY NW (2017)
 ML0652
 ML0652                         *CURRENT SURVEY CONTROL
 ML0652  ______________________________________________________________________
 ML0652* NAD 83(1986) POSITION- 41 08 01.     (N) 099 23 49.     (W)   SCALED
 ML0652* NAVD 88 ORTHO HEIGHT -   753.706 (meters)     2472.78  (feet) ADJUSTED
 ML0652  ______________________________________________________________________
 ML0652  GEOID HEIGHT    -        -23.521 (meters)                     GEOID18
 ML0652  DYNAMIC HEIGHT  -        753.292 (meters)     2471.43  (feet) COMP
 ML0652  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 ML0652
 ML0652  VERT ORDER      -  FIRST     CLASS II
 ML0652
 ML0652.The horizontal coordinates were scaled from a map and have
 ML0652.an estimated accuracy of +/- 6 seconds.
 ML0652
 ML0652.The orthometric height was determined by differential leveling and
 ML0652.adjusted by the NATIONAL GEODETIC SURVEY
 ML0652.in June 1991.
 ML0652
 ML0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0652.GEOID18 height accuracy estimate available here.
 ML0652
 ML0652.Click photographs - Photos may exist for this station.
 ML0652
 ML0652.The dynamic height is computed by dividing the NAVD 88
 ML0652.geopotential number by the normal gravity value computed on the
 ML0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0652.degrees latitude (g = 980.6199 gals.).
 ML0652
 ML0652.The modeled gravity was interpolated from observed gravity values.
 ML0652
 ML0652;                    North         East    Units  Estimated Accuracy
 ML0652;SPC NE       -   144,540.      550,620.      MT  (+/- 180 meters Scaled)
 ML0652
 ML0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML666536(NAD 83)
 ML0652
 ML0652                          SUPERSEDED SURVEY CONTROL
 ML0652
 ML0652  NGVD 29 (??/??/92)  753.456  (m)         2471.96   (f) ADJ UNCH    1 2
 ML0652
 ML0652.Superseded values are not recommended for survey control.
 ML0652
 ML0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0652.See file dsdata.pdf to determine how the superseded data were derived.
 ML0652
 ML0652_MARKER: DB = BENCH MARK DISK
 ML0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0652_STAMPING: L 16 1933
 ML0652_MARK LOGO: CGS
 ML0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0652+STABILITY: SURFACE MOTION
 ML0652
 ML0652  HISTORY     - Date     Condition        Report By
 ML0652  HISTORY     - 1933     MONUMENTED       CGS
 ML0652  HISTORY     - 1968     MARK NOT FOUND   CGS
 ML0652
 ML0652                          STATION DESCRIPTION
 ML0652
 ML0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0652'12 MI S FROM ANSLEY.
 ML0652'ABOUT 12 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY, CUSTER
 ML0652'COUNTY, ABOUT 1/4 MILE EAST OF THE DELCY WISHMAN FARMHOUSE,
 ML0652'AT THE TOP OF A SMALL KNOLL, ABOUT 140 FEET NORTH OF THE
 ML0652'NORTHEAST CORNER OF SECTION 5, T. 13 N., R. 18 W., A
 ML0652'POWER-TRANSMISSION LINE POLE, AND A PRIVATE DRIVEWAY LEADING
 ML0652'WEST, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 ML0652'WEST OF THE POWER-TRANSMISSION LINE POLE, AND 2 FEET WEST OF A
 ML0652'FENCE.  A STANDARD DISK, STAMPED 2471.964 L 16 1933 AND SET IN THE
 ML0652'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ML0652'NOTE-- ROAD WAS WIDENED YEARS AGO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0171 ***********************************************************************
 LJ0171  DESIGNATION -  L 162
 LJ0171  PID         -  LJ0171
 LJ0171  STATE/COUNTY-  NE/HAYES
 LJ0171  COUNTRY     -  US
 LJ0171  USGS QUAD   -  HAYES CENTER (2017)
 LJ0171
 LJ0171                         *CURRENT SURVEY CONTROL
 LJ0171  ______________________________________________________________________
 LJ0171* NAD 83(1986) POSITION- 40 30 33.     (N) 101 03 33.     (W)   SCALED
 LJ0171* NAVD 88 ORTHO HEIGHT -   944.734 (meters)     3099.51  (feet) ADJUSTED
 LJ0171  ______________________________________________________________________
 LJ0171  GEOID HEIGHT    -        -22.916 (meters)                     GEOID18
 LJ0171  DYNAMIC HEIGHT  -        944.099 (meters)     3097.43  (feet) COMP
 LJ0171  MODELED GRAVITY -    979,921.1   (mgal)                       NAVD 88
 LJ0171
 LJ0171  VERT ORDER      -  SECOND    CLASS 0
 LJ0171
 LJ0171.The horizontal coordinates were scaled from a map and have
 LJ0171.an estimated accuracy of +/- 6 seconds.
 LJ0171
 LJ0171.The orthometric height was determined by differential leveling and
 LJ0171.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0171.in June 1991.
 LJ0171
 LJ0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0171.GEOID18 height accuracy estimate available here.
 LJ0171
 LJ0171.Click photographs - Photos may exist for this station.
 LJ0171
 LJ0171.The dynamic height is computed by dividing the NAVD 88
 LJ0171.geopotential number by the normal gravity value computed on the
 LJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0171.degrees latitude (g = 980.6199 gals.).
 LJ0171
 LJ0171.The modeled gravity was interpolated from observed gravity values.
 LJ0171
 LJ0171;                    North         East    Units  Estimated Accuracy
 LJ0171;SPC NE       -    75,590.      410,250.      MT  (+/- 180 meters Scaled)
 LJ0171
 LJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK255863(NAD 83)
 LJ0171
 LJ0171                          SUPERSEDED SURVEY CONTROL
 LJ0171
 LJ0171  NGVD 29 (??/??/92)  944.361  (m)         3098.29   (f) ADJ UNCH    2 0
 LJ0171
 LJ0171.Superseded values are not recommended for survey control.
 LJ0171
 LJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0171.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0171
 LJ0171_MARKER: DB = BENCH MARK DISK
 LJ0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0171_SP_SET: CULVERT HEADWALL
 LJ0171_STAMPING: L 162 1934
 LJ0171_MARK LOGO: CGS
 LJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0171+STABILITY: SURFACE MOTION
 LJ0171
 LJ0171  HISTORY     - Date     Condition        Report By
 LJ0171  HISTORY     - 1934     MONUMENTED       CGS
 LJ0171  HISTORY     - 1938     GOOD             CGS
 LJ0171
 LJ0171                          STATION DESCRIPTION
 LJ0171
 LJ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0171'2.1 MI W FROM HAYES CENTER.
 LJ0171'ALONG STATE HWY. 17, 2.1 MILES WEST OF THE I.O.O.F. BUILDING AT
 LJ0171'HAYES CENTER, 1/4 MILE EAST OF ROAD TO SOUTH, IN NORTH HEADWALL
 LJ0171'OF CONCRETE CULVERT.  A STANDARD DISK SET IN TOP OF HWY. CULVERT
 LJ0171'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0626 ***********************************************************************
 LG0626  DESIGNATION -  L 163
 LG0626  PID         -  LG0626
 LG0626  STATE/COUNTY-  NE/NUCKOLLS
 LG0626  COUNTRY     -  US
 LG0626  USGS QUAD   -  OAK (2017)
 LG0626
 LG0626                         *CURRENT SURVEY CONTROL
 LG0626  ______________________________________________________________________
 LG0626* NAD 83(1986) POSITION- 40 10 45.     (N) 097 56 03.     (W)   SCALED
 LG0626* NAVD 88 ORTHO HEIGHT -   520.154 (meters)     1706.54  (feet) ADJUSTED
 LG0626  ______________________________________________________________________
 LG0626  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 LG0626  DYNAMIC HEIGHT  -        519.851 (meters)     1705.54  (feet) COMP
 LG0626  MODELED GRAVITY -    980,027.2   (mgal)                       NAVD 88
 LG0626
 LG0626  VERT ORDER      -  SECOND    CLASS 0
 LG0626
 LG0626.The horizontal coordinates were scaled from a map and have
 LG0626.an estimated accuracy of +/- 6 seconds.
 LG0626
 LG0626.The orthometric height was determined by differential leveling and
 LG0626.adjusted by the NATIONAL GEODETIC SURVEY
 LG0626.in June 1991.
 LG0626
 LG0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0626.GEOID18 height accuracy estimate available here.
 LG0626
 LG0626.Click photographs - Photos may exist for this station.
 LG0626
 LG0626.The dynamic height is computed by dividing the NAVD 88
 LG0626.geopotential number by the normal gravity value computed on the
 LG0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0626.degrees latitude (g = 980.6199 gals.).
 LG0626
 LG0626.The modeled gravity was interpolated from observed gravity values.
 LG0626
 LG0626;                    North         East    Units  Estimated Accuracy
 LG0626;SPC NE       -    40,500.      675,920.      MT  (+/- 180 meters Scaled)
 LG0626
 LG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK907481(NAD 83)
 LG0626
 LG0626                          SUPERSEDED SURVEY CONTROL
 LG0626
 LG0626  NGVD 29 (??/??/92)  519.972  (m)         1705.94   (f) ADJ UNCH    2 0
 LG0626
 LG0626.Superseded values are not recommended for survey control.
 LG0626
 LG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0626.See file dsdata.pdf to determine how the superseded data were derived.
 LG0626
 LG0626_MARKER: DB = BENCH MARK DISK
 LG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0626_STAMPING: L 163 1934
 LG0626_MARK LOGO: CGS
 LG0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0626+STABILITY: SURFACE MOTION
 LG0626
 LG0626  HISTORY     - Date     Condition        Report By
 LG0626  HISTORY     - 1934     MONUMENTED       CGS
 LG0626
 LG0626                          STATION DESCRIPTION
 LG0626
 LG0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0626'2 MI N FROM NORA.
 LG0626'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0626'THE CROSSING OF STATE HIGHWAY 3 AT NORA, NUCKOLLS COUNTY, NEAR
 LG0626'MILEPOST C 108, AT A ROAD CROSSING, ONE RAIL WEST OF THE CENTER
 LG0626'LINE OF THE ROAD, AND 96 FEET SOUTH OF THE CENTER LINE OF THE
 LG0626'TRACK.  A STANDARD DISK, STAMPED L 163 1934 AND SET IN THE TOP OF
 LG0626'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0673 ***********************************************************************
 LH0673  DESIGNATION -  L 164
 LH0673  PID         -  LH0673
 LH0673  STATE/COUNTY-  NE/PHELPS
 LH0673  COUNTRY     -  US
 LH0673  USGS QUAD   -  HOLDREGE WEST (2017)
 LH0673
 LH0673                         *CURRENT SURVEY CONTROL
 LH0673  ______________________________________________________________________
 LH0673* NAD 83(1986) POSITION- 40 26 38.3    (N) 099 25 04.1    (W)   HD_HELD2
 LH0673* NAVD 88 ORTHO HEIGHT -   711.647 (meters)     2334.80  (feet) ADJUSTED
 LH0673  ______________________________________________________________________
 LH0673  GEOID HEIGHT    -        -24.810 (meters)                     GEOID18
 LH0673  DYNAMIC HEIGHT  -        711.208 (meters)     2333.35  (feet) COMP
 LH0673  MODELED GRAVITY -    979,984.3   (mgal)                       NAVD 88
 LH0673
 LH0673  VERT ORDER      -  SECOND    CLASS 0
 LH0673
 LH0673.The horizontal coordinates were established by autonomous hand held GPS
 LH0673.observations and have an estimated accuracy of +/- 10 meters.
 LH0673
 LH0673.The orthometric height was determined by differential leveling and
 LH0673.adjusted by the NATIONAL GEODETIC SURVEY
 LH0673.in June 1991.
 LH0673
 LH0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0673.GEOID18 height accuracy estimate available here.
 LH0673
 LH0673.Click photographs - Photos may exist for this station.
 LH0673
 LH0673.The dynamic height is computed by dividing the NAVD 88
 LH0673.geopotential number by the normal gravity value computed on the
 LH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0673.degrees latitude (g = 980.6199 gals.).
 LH0673
 LH0673.The modeled gravity was interpolated from observed gravity values.
 LH0673
 LH0673;                    North         East    Units  Estimated Accuracy
 LH0673;SPC NE       -    67,966.      549,384.      MT  (+/- 10 meters HH2 GPS)
 LH0673
 LH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6456877119(NAD 83)
 LH0673
 LH0673                          SUPERSEDED SURVEY CONTROL
 LH0673
 LH0673  NGVD 29 (??/??/92)  711.368  (m)         2333.88   (f) ADJ UNCH    2 0
 LH0673
 LH0673.Superseded values are not recommended for survey control.
 LH0673
 LH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0673.See file dsdata.pdf to determine how the superseded data were derived.
 LH0673
 LH0673_MARKER: DB = BENCH MARK DISK
 LH0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0673_STAMPING: L 164 1934
 LH0673_MARK LOGO: CGS
 LH0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0673+STABILITY: SURFACE MOTION
 LH0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0673+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0673
 LH0673  HISTORY     - Date     Condition        Report By
 LH0673  HISTORY     - 1934     MONUMENTED       CGS
 LH0673  HISTORY     - 20060513 GOOD             GEOCAC
 LH0673
 LH0673                          STATION DESCRIPTION
 LH0673
 LH0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0673'2.8 MI W FROM HOLDREGE.
 LH0673'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0673'FROM THE POST OFFICE AT HOLDREGE, PHELPS COUNTY, AT A ROAD
 LH0673'CROSSING, 70 FEET WEST OF THE CENTERLINE OF THE ROAD, 36 FEET
 LH0673'SOUTH OF THE CENTERLINE OF THE TRACK, 10 FEET EAST OF A POLE,
 LH0673'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED L
 LH0673'164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0673
 LH0673                          STATION RECOVERY (2006)
 LH0673
 LH0673'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0673'THE STATION IS ABOUT 70 FEET NORTHEAST OF STATE HIGHWAY 23, 70 FEET
 LH0673'WEST OF THE CENTER LINE OF COUNTY ROAD L, 36 FEET SOUTHWEST OF THE
 LH0673'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0016 ***********************************************************************
 LJ0016  DESIGNATION -  L 165
 LJ0016  PID         -  LJ0016
 LJ0016  STATE/COUNTY-  NE/FRONTIER
 LJ0016  COUNTRY     -  US
 LJ0016  USGS QUAD   -  MOOREFIELD (2017)
 LJ0016
 LJ0016                         *CURRENT SURVEY CONTROL
 LJ0016  ______________________________________________________________________
 LJ0016* NAD 83(1986) POSITION- 40 41 25.     (N) 100 23 57.     (W)   SCALED
 LJ0016* NAVD 88 ORTHO HEIGHT -   861.813 (meters)     2827.46  (feet) ADJUSTED
 LJ0016  ______________________________________________________________________
 LJ0016  GEOID HEIGHT    -        -23.241 (meters)                     GEOID18
 LJ0016  DYNAMIC HEIGHT  -        861.280 (meters)     2825.72  (feet) COMP
 LJ0016  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 LJ0016
 LJ0016  VERT ORDER      -  SECOND    CLASS 0
 LJ0016
 LJ0016.The horizontal coordinates were scaled from a map and have
 LJ0016.an estimated accuracy of +/- 6 seconds.
 LJ0016
 LJ0016.The orthometric height was determined by differential leveling and
 LJ0016.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0016.in June 1991.
 LJ0016
 LJ0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0016.GEOID18 height accuracy estimate available here.
 LJ0016
 LJ0016.Click photographs - Photos may exist for this station.
 LJ0016
 LJ0016.The dynamic height is computed by dividing the NAVD 88
 LJ0016.geopotential number by the normal gravity value computed on the
 LJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0016.degrees latitude (g = 980.6199 gals.).
 LJ0016
 LJ0016.The modeled gravity was interpolated from observed gravity values.
 LJ0016
 LJ0016;                    North         East    Units  Estimated Accuracy
 LJ0016;SPC NE       -    95,220.      466,270.      MT  (+/- 180 meters Scaled)
 LJ0016
 LJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL817053(NAD 83)
 LJ0016
 LJ0016                          SUPERSEDED SURVEY CONTROL
 LJ0016
 LJ0016  NGVD 29 (??/??/92)  861.475  (m)         2826.36   (f) ADJ UNCH    2 0
 LJ0016
 LJ0016.Superseded values are not recommended for survey control.
 LJ0016
 LJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0016.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0016
 LJ0016_MARKER: DB = BENCH MARK DISK
 LJ0016_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LJ0016+WITH SETTING: PAVEMENT
 LJ0016_SP_SET: TOWER FOOTING
 LJ0016_STAMPING: L 165 1934
 LJ0016_MARK LOGO: CGS
 LJ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0016+STABILITY: SURFACE MOTION
 LJ0016
 LJ0016  HISTORY     - Date     Condition        Report By
 LJ0016  HISTORY     - 1934     MONUMENTED       CGS
 LJ0016
 LJ0016                          STATION DESCRIPTION
 LJ0016
 LJ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0016'AT MOOREFIELD.
 LJ0016'AT MOOREFIELD, FRONTIER COUNTY, ONE BLOCK SOUTH OF THE CHICAGO,
 LJ0016'BURLINGTON AND QUINCY RAILROAD TRACK, AT THE CITY WATER TOWER,
 LJ0016'AND IN THE CENTER OF THE CONCRETE FOOTING FOR THE DOWN-PIPE.
 LJ0016'A STANDARD DISK, STAMPED L 165 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0739 ***********************************************************************
 LH0739  DESIGNATION -  L 166
 LH0739  PID         -  LH0739
 LH0739  STATE/COUNTY-  NE/FURNAS
 LH0739  COUNTRY     -  US
 LH0739  USGS QUAD   -  EDISON (2017)
 LH0739
 LH0739                         *CURRENT SURVEY CONTROL
 LH0739  ______________________________________________________________________
 LH0739* NAD 83(1986) POSITION- 40 17 16.47   (N) 099 49 07.82   (W)   HD_HELD1
 LH0739* NAVD 88 ORTHO HEIGHT -   651.091 (meters)     2136.12  (feet) ADJUSTED
 LH0739  ______________________________________________________________________
 LH0739  GEOID HEIGHT    -        -24.762 (meters)                     GEOID18
 LH0739  DYNAMIC HEIGHT  -        650.678 (meters)     2134.77  (feet) COMP
 LH0739  MODELED GRAVITY -    979,969.3   (mgal)                       NAVD 88
 LH0739
 LH0739  VERT ORDER      -  SECOND    CLASS 0
 LH0739
 LH0739.The horizontal coordinates were determined by differentially corrected
 LH0739.hand held GPS observations or other comparable positioning techniques
 LH0739.and have an estimated accuracy of +/- 3 meters.
 LH0739
 LH0739.The orthometric height was determined by differential leveling and
 LH0739.adjusted by the NATIONAL GEODETIC SURVEY
 LH0739.in June 1991.
 LH0739
 LH0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0739.GEOID18 height accuracy estimate available here.
 LH0739
 LH0739.Click photographs - Photos may exist for this station.
 LH0739
 LH0739.The dynamic height is computed by dividing the NAVD 88
 LH0739.geopotential number by the normal gravity value computed on the
 LH0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0739.degrees latitude (g = 980.6199 gals.).
 LH0739
 LH0739.The modeled gravity was interpolated from observed gravity values.
 LH0739
 LH0739;                    North         East    Units  Estimated Accuracy
 LH0739;SPC NE       -    50,489.0     515,403.1     MT  (+/- 3 meters HH1 GPS) 
 LH0739
 LH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3039860034(NAD 83)
 LH0739
 LH0739                          SUPERSEDED SURVEY CONTROL
 LH0739
 LH0739  NGVD 29 (??/??/92)  650.806  (m)         2135.19   (f) ADJ UNCH    2 0
 LH0739
 LH0739.Superseded values are not recommended for survey control.
 LH0739
 LH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0739.See file dsdata.pdf to determine how the superseded data were derived.
 LH0739
 LH0739_MARKER: DB = BENCH MARK DISK
 LH0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0739_STAMPING: L 166 1934
 LH0739_MARK LOGO: CGS
 LH0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0739+STABILITY: SURFACE MOTION
 LH0739
 LH0739  HISTORY     - Date     Condition        Report By
 LH0739  HISTORY     - 1934     MONUMENTED       CGS
 LH0739
 LH0739                          STATION DESCRIPTION
 LH0739
 LH0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0739'2.5 MI W FROM EDISON.
 LH0739'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0739'FROM BRIDGE NO. 241.51 AT EDISON, FURNAS COUNTY, 4.2 MILES
 LH0739'EAST OF THE STATION AT ARAPAHOE, 30 FEET NORTH OF MILEPOST
 LH0739'244, AT A ROAD CROSSING, 75 FEET WEST OF THE CENTER LINE OF THE
 LH0739'ROAD, AND 45 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 LH0739'STANDARD DISK, STAMPED L 166 1934 AND SET IN THE TOP OF A
 LH0739'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0368 ***********************************************************************
 LH0368  DESIGNATION -  L 167
 LH0368  PID         -  LH0368
 LH0368  STATE/COUNTY-  NE/FRANKLIN
 LH0368  COUNTRY     -  US
 LH0368  USGS QUAD   -  FRANKLIN (2017)
 LH0368
 LH0368                         *CURRENT SURVEY CONTROL
 LH0368  ______________________________________________________________________
 LH0368* NAD 83(1986) POSITION- 40 05 21.     (N) 098 53 23.     (W)   SCALED
 LH0368* NAVD 88 ORTHO HEIGHT -   546.215 (meters)     1792.04  (feet) ADJUSTED
 LH0368  ______________________________________________________________________
 LH0368  GEOID HEIGHT    -        -25.750 (meters)                     GEOID18
 LH0368  DYNAMIC HEIGHT  -        545.871 (meters)     1790.91  (feet) COMP
 LH0368  MODELED GRAVITY -    979,979.4   (mgal)                       NAVD 88
 LH0368
 LH0368  VERT ORDER      -  SECOND    CLASS 0
 LH0368
 LH0368.The horizontal coordinates were scaled from a map and have
 LH0368.an estimated accuracy of +/- 6 seconds.
 LH0368
 LH0368.The orthometric height was determined by differential leveling and
 LH0368.adjusted by the NATIONAL GEODETIC SURVEY
 LH0368.in June 1991.
 LH0368
 LH0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0368.GEOID18 height accuracy estimate available here.
 LH0368
 LH0368.Click photographs - Photos may exist for this station.
 LH0368
 LH0368.The dynamic height is computed by dividing the NAVD 88
 LH0368.geopotential number by the normal gravity value computed on the
 LH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0368.degrees latitude (g = 980.6199 gals.).
 LH0368
 LH0368.The modeled gravity was interpolated from observed gravity values.
 LH0368
 LH0368;                    North         East    Units  Estimated Accuracy
 LH0368;SPC NE       -    29,020.      594,680.      MT  (+/- 180 meters Scaled)
 LH0368
 LH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK094376(NAD 83)
 LH0368
 LH0368                          SUPERSEDED SURVEY CONTROL
 LH0368
 LH0368  NGVD 29 (??/??/92)  545.974  (m)         1791.25   (f) ADJ UNCH    2 0
 LH0368
 LH0368.Superseded values are not recommended for survey control.
 LH0368
 LH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0368.See file dsdata.pdf to determine how the superseded data were derived.
 LH0368
 LH0368_MARKER: DB = BENCH MARK DISK
 LH0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0368_STAMPING: L 167 1934
 LH0368_MARK LOGO: CGS
 LH0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0368+STABILITY: SURFACE MOTION
 LH0368
 LH0368  HISTORY     - Date     Condition        Report By
 LH0368  HISTORY     - 1934     MONUMENTED       CGS
 LH0368  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0368
 LH0368                          STATION DESCRIPTION
 LH0368
 LH0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0368'3.4 MI E FROM FRANKLIN.
 LH0368'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0368'RAILROAD FROM THE STATION AT FRANKLIN, FRANKLIN COUNTY, AT A
 LH0368'PRIVATE-ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF THE
 LH0368'TRACK, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND AT THE
 LH0368'NORTH PROPERTY LINE.  A STANDARD DISK, STAMPED L 167 1934
 LH0368'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- EXTENSIVE
 LH0368'DRAINAGE AND IRRIGATION WORK IN AREA, PRIVATE ROAD CROSSING
 LH0368'NO LONGER EXISTS.
 LH0368
 LH0368                          STATION RECOVERY (1974)
 LH0368
 LH0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0330 ***********************************************************************
 LH0330  DESIGNATION -  L 168
 LH0330  PID         -  LH0330
 LH0330  STATE/COUNTY-  NE/KEARNEY
 LH0330  COUNTRY     -  US
 LH0330  USGS QUAD   -  NORMAN (2017)
 LH0330
 LH0330                         *CURRENT SURVEY CONTROL
 LH0330  ______________________________________________________________________
 LH0330* NAD 83(1986) POSITION- 40 28 44.     (N) 098 46 51.     (W)   SCALED
 LH0330* NAVD 88 ORTHO HEIGHT -   631.682 (meters)     2072.44  (feet) ADJUSTED
 LH0330  ______________________________________________________________________
 LH0330  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 LH0330  DYNAMIC HEIGHT  -        631.311 (meters)     2071.23  (feet) COMP
 LH0330  MODELED GRAVITY -    980,016.1   (mgal)                       NAVD 88
 LH0330
 LH0330  VERT ORDER      -  SECOND    CLASS 0
 LH0330
 LH0330.The horizontal coordinates were scaled from a map and have
 LH0330.an estimated accuracy of +/- 6 seconds.
 LH0330
 LH0330.The orthometric height was determined by differential leveling and
 LH0330.adjusted by the NATIONAL GEODETIC SURVEY
 LH0330.in June 1991.
 LH0330
 LH0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0330.GEOID18 height accuracy estimate available here.
 LH0330
 LH0330.Click photographs - Photos may exist for this station.
 LH0330
 LH0330.The dynamic height is computed by dividing the NAVD 88
 LH0330.geopotential number by the normal gravity value computed on the
 LH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0330.degrees latitude (g = 980.6199 gals.).
 LH0330
 LH0330.The modeled gravity was interpolated from observed gravity values.
 LH0330
 LH0330;                    North         East    Units  Estimated Accuracy
 LH0330;SPC NE       -    72,410.      603,360.      MT  (+/- 180 meters Scaled)
 LH0330
 LH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK185809(NAD 83)
 LH0330
 LH0330                          SUPERSEDED SURVEY CONTROL
 LH0330
 LH0330  NGVD 29 (??/??/92)  631.432  (m)         2071.62   (f) ADJ UNCH    2 0
 LH0330
 LH0330.Superseded values are not recommended for survey control.
 LH0330
 LH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0330.See file dsdata.pdf to determine how the superseded data were derived.
 LH0330
 LH0330_MARKER: DB = BENCH MARK DISK
 LH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0330_STAMPING: L 168 1934
 LH0330_MARK LOGO: CGS
 LH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0330+STABILITY: SURFACE MOTION
 LH0330
 LH0330  HISTORY     - Date     Condition        Report By
 LH0330  HISTORY     - 1934     MONUMENTED       CGS
 LH0330  HISTORY     - 20190702 MARK NOT FOUND   NEGS
 LH0330
 LH0330                          STATION DESCRIPTION
 LH0330
 LH0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0330'6.9 MI W FROM HOLSTEIN.
 LH0330'IN KEARNEY COUNTY, 6.9 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0330'AND QUINCY RAILROAD FROM THE WATER TOWER AT HOLSTEIN, ADAMS
 LH0330'COUNTY, AT A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE
 LH0330'OF THE TRACK, AND 40 FEET EAST OF THE ROAD.  A STANDARD DISK,
 LH0330'STAMPED L 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0330
 LH0330                          STATION RECOVERY (2019)
 LH0330
 LH0330'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 LH0330'RAILROAD TRACKS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0366 ***********************************************************************
 LH0366  DESIGNATION -  L 169 RESET
 LH0366  PID         -  LH0366
 LH0366  STATE/COUNTY-  NE/FRANKLIN
 LH0366  COUNTRY     -  US
 LH0366  USGS QUAD   -  FRANKLIN (2017)
 LH0366
 LH0366                         *CURRENT SURVEY CONTROL
 LH0366  ______________________________________________________________________
 LH0366* NAD 83(1986) POSITION- 40 05 18.     (N) 098 57 10.     (W)   SCALED
 LH0366* NAVD 88 ORTHO HEIGHT -   556.92  (meters)     1827.2   (feet) RESET
 LH0366  ______________________________________________________________________
 LH0366  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 LH0366  VERT ORDER      -  THIRD
 LH0366
 LH0366.The horizontal coordinates were scaled from a map and have
 LH0366.an estimated accuracy of +/- 6 seconds.
 LH0366
 LH0366.The orthometric height was computed from unverified reset data.
 LH0366
 LH0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0366.GEOID18 height accuracy estimate available here.
 LH0366
 LH0366.Click photographs - Photos may exist for this station.
 LH0366
 LH0366;                    North         East    Units  Estimated Accuracy
 LH0366;SPC NE       -    28,860.      589,310.      MT  (+/- 180 meters Scaled)
 LH0366
 LH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040375(NAD 83)
 LH0366
 LH0366                          SUPERSEDED SURVEY CONTROL
 LH0366
 LH0366.No superseded survey control is available for this station.
 LH0366
 LH0366_MARKER: DB = BENCH MARK DISK
 LH0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0366_SP_SET: CULVERT HEADWALL
 LH0366_STAMPING: L 169 RESET 1951
 LH0366_MARK LOGO: CGS
 LH0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0366+STABILITY: SURFACE MOTION
 LH0366
 LH0366  HISTORY     - Date     Condition        Report By
 LH0366  HISTORY     - 1951     MONUMENTED       BOR
 LH0366
 LH0366                          STATION DESCRIPTION
 LH0366
 LH0366'DESCRIBED BY US BUREAU OF RECLAMATION 1951
 LH0366'AT FRANKLIN.
 LH0366'AT FRANKLIN, FRANKLIN COUNTY, ON THE CHICAGO, BURLINGTON
 LH0366'AND QUINCY RAILROAD, 77.6 FEET EAST OF THE EAST END OF THE
 LH0366'STATION, AT THE CROSSING OF STATE HIGHWAY 10, 77.7 FEET NORTH
 LH0366'OF THE CENTER LINE OF THE TRACK, AT A CONCRETE CULVERT UNDER
 LH0366'THE HIGHWAY, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD
 LH0366'DISK, STAMPED L 169 RESET 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0565 ***********************************************************************
 ML0565  DESIGNATION -  L 17
 ML0565  PID         -  ML0565
 ML0565  STATE/COUNTY-  NE/CUSTER
 ML0565  COUNTRY     -  US
 ML0565  USGS QUAD   -  SARGENT WEST (2017)
 ML0565
 ML0565                         *CURRENT SURVEY CONTROL
 ML0565  ______________________________________________________________________
 ML0565* NAD 83(1986) POSITION- 41 43 49.     (N) 099 22 32.     (W)   SCALED
 ML0565* NAVD 88 ORTHO HEIGHT -   718.391 (meters)     2356.92  (feet) ADJUSTED
 ML0565  ______________________________________________________________________
 ML0565  GEOID HEIGHT    -        -23.086 (meters)                     GEOID18
 ML0565  DYNAMIC HEIGHT  -        718.041 (meters)     2355.77  (feet) COMP
 ML0565  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 ML0565
 ML0565  VERT ORDER      -  FIRST     CLASS II
 ML0565
 ML0565.The horizontal coordinates were scaled from a map and have
 ML0565.an estimated accuracy of +/- 6 seconds.
 ML0565
 ML0565.The orthometric height was determined by differential leveling and
 ML0565.adjusted by the NATIONAL GEODETIC SURVEY
 ML0565.in June 1991.
 ML0565
 ML0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0565.GEOID18 height accuracy estimate available here.
 ML0565
 ML0565.Click photographs - Photos may exist for this station.
 ML0565
 ML0565.The dynamic height is computed by dividing the NAVD 88
 ML0565.geopotential number by the normal gravity value computed on the
 ML0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0565.degrees latitude (g = 980.6199 gals.).
 ML0565
 ML0565.The modeled gravity was interpolated from observed gravity values.
 ML0565
 ML0565;                    North         East    Units  Estimated Accuracy
 ML0565;SPC NE       -   210,800.      551,940.      MT  (+/- 180 meters Scaled)
 ML0565
 ML0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM687198(NAD 83)
 ML0565
 ML0565                          SUPERSEDED SURVEY CONTROL
 ML0565
 ML0565  NGVD 29 (??/??/92)  718.135  (m)         2356.08   (f) ADJ UNCH    1 2
 ML0565
 ML0565.Superseded values are not recommended for survey control.
 ML0565
 ML0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0565.See file dsdata.pdf to determine how the superseded data were derived.
 ML0565
 ML0565_MARKER: DB = BENCH MARK DISK
 ML0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0565_STAMPING: L 17 1933
 ML0565_MARK LOGO: CGS
 ML0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0565+STABILITY: SURFACE MOTION
 ML0565
 ML0565  HISTORY     - Date     Condition        Report By
 ML0565  HISTORY     - 1933     MONUMENTED       CGS
 ML0565  HISTORY     - 1934     GOOD             CGS
 ML0565
 ML0565                          STATION DESCRIPTION
 ML0565
 ML0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0565'2.8 MI S FROM TAYLOR.
 ML0565'2.8 MILES SOUTH.  MARK IS 0.5 MILE SOUTH OF CUSTER-LOUP COUNTY
 ML0565'LINE, 0.4 MILE SOUTH OF IDLE HOUR RANCH, 350 FT. SOUTH OF CONCRETE
 ML0565'CULVERT, AND 30 FT. EAST OF THE CENTER OF HWY. 83, AND IS 2 FT.
 ML0565'WEST OF A FENCE.  IT IS 0.4 MILE NORTH OF A YELLOW HOUSE OWNED BY
 ML0565'J.Q. ADAMS AND 300 FT. NORTH OF A SMALL CONCRETE CULVERT.
 ML0565
 ML0565                          STATION RECOVERY (1934)
 ML0565
 ML0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1418 ***********************************************************************
 MK1418  DESIGNATION -  L 17 30
 MK1418  PID         -  MK1418
 MK1418  STATE/COUNTY-  NE/PLATTE
 MK1418  COUNTRY     -  US
 MK1418  USGS QUAD   -  GENOA (2017)
 MK1418
 MK1418                         *CURRENT SURVEY CONTROL
 MK1418  ______________________________________________________________________
 MK1418* NAD 83(1986) POSITION- 41 23 59.     (N) 097 41 47.     (W)   SCALED
 MK1418* NAVD 88 ORTHO HEIGHT -   485.525 (meters)     1592.93  (feet) ADJUSTED
 MK1418  ______________________________________________________________________
 MK1418  GEOID HEIGHT    -        -25.193 (meters)                     GEOID18
 MK1418  DYNAMIC HEIGHT  -        485.300 (meters)     1592.19  (feet) COMP
 MK1418  MODELED GRAVITY -    980,145.9   (mgal)                       NAVD 88
 MK1418
 MK1418  VERT ORDER      -  SECOND    CLASS 0
 MK1418
 MK1418.The horizontal coordinates were scaled from a map and have
 MK1418.an estimated accuracy of +/- 6 seconds.
 MK1418
 MK1418.The orthometric height was determined by differential leveling and
 MK1418.adjusted by the NATIONAL GEODETIC SURVEY
 MK1418.in June 1991.
 MK1418
 MK1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1418.GEOID18 height accuracy estimate available here.
 MK1418
 MK1418.Click photographs - Photos may exist for this station.
 MK1418
 MK1418.The dynamic height is computed by dividing the NAVD 88
 MK1418.geopotential number by the normal gravity value computed on the
 MK1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1418.degrees latitude (g = 980.6199 gals.).
 MK1418
 MK1418.The modeled gravity was interpolated from observed gravity values.
 MK1418
 MK1418;                    North         East    Units  Estimated Accuracy
 MK1418;SPC NE       -   176,470.      692,550.      MT  (+/- 180 meters Scaled)
 MK1418
 MK1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL089839(NAD 83)
 MK1418
 MK1418                          SUPERSEDED SURVEY CONTROL
 MK1418
 MK1418  NGVD 29 (??/??/92)  485.317  (m)         1592.24   (f) ADJ UNCH    2 0
 MK1418
 MK1418.Superseded values are not recommended for survey control.
 MK1418
 MK1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1418.See file dsdata.pdf to determine how the superseded data were derived.
 MK1418
 MK1418_MARKER: DD = SURVEY DISK
 MK1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1418_STAMPING: L-17-30
 MK1418_MARK LOGO: BOR
 MK1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1418+STABILITY: SURFACE MOTION
 MK1418
 MK1418  HISTORY     - Date     Condition        Report By
 MK1418  HISTORY     - UNK      MONUMENTED       BOR
 MK1418  HISTORY     - 1950     GOOD             CGS
 MK1418
 MK1418                          STATION DESCRIPTION
 MK1418
 MK1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1418'4.4 MI SE FROM GENOA.
 MK1418'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1418'GENOA, THENCE 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.1
 MK1418'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, ON TOP OF A CUT, 10
 MK1418'FEET ABOVE THE LEVEL OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE
 MK1418'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A FENCE, 1.3 FEET
 MK1418'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1418'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1419 ***********************************************************************
 MK1419  DESIGNATION -  L 17 30 RESET
 MK1419  PID         -  MK1419
 MK1419  STATE/COUNTY-  NE/PLATTE
 MK1419  COUNTRY     -  US
 MK1419  USGS QUAD   -  GENOA (2017)
 MK1419
 MK1419                         *CURRENT SURVEY CONTROL
 MK1419  ______________________________________________________________________
 MK1419* NAD 83(1986) POSITION- 41 23 57.     (N) 097 41 50.     (W)   SCALED
 MK1419* NAVD 88 ORTHO HEIGHT -   486.34  (meters)     1595.6   (feet) RESET
 MK1419  ______________________________________________________________________
 MK1419  GEOID HEIGHT    -        -25.193 (meters)                     GEOID18
 MK1419  VERT ORDER      -  THIRD
 MK1419
 MK1419.The horizontal coordinates were scaled from a map and have
 MK1419.an estimated accuracy of +/- 6 seconds.
 MK1419
 MK1419.The orthometric height was computed from unverified reset data.
 MK1419
 MK1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1419.GEOID18 height accuracy estimate available here.
 MK1419
 MK1419.Click photographs - Photos may exist for this station.
 MK1419
 MK1419;                    North         East    Units  Estimated Accuracy
 MK1419;SPC NE       -   176,410.      692,480.      MT  (+/- 180 meters Scaled)
 MK1419
 MK1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL089838(NAD 83)
 MK1419
 MK1419                          SUPERSEDED SURVEY CONTROL
 MK1419
 MK1419  NGVD 29 (??/??/??)  486.14   (m)         1594.9    (f) RESET       3  
 MK1419
 MK1419.Superseded values are not recommended for survey control.
 MK1419
 MK1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1419.See file dsdata.pdf to determine how the superseded data were derived.
 MK1419
 MK1419_MARKER: DB = BENCH MARK DISK
 MK1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1419_STAMPING: L-17-30 RESET 1960
 MK1419_MARK LOGO: CGS
 MK1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1419+STABILITY: SURFACE MOTION
 MK1419
 MK1419  HISTORY     - Date     Condition        Report By
 MK1419  HISTORY     - 1960     MONUMENTED       CGS
 MK1419
 MK1419                          STATION DESCRIPTION
 MK1419
 MK1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1419'4.4 MI SE FROM GENOA.
 MK1419'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1419'GENOA, THENCE 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.3
 MK1419'MILE NORTH OF COUNTY-LINE, 106 FEET SOUTHWEST OF THE CENTER OF
 MK1419'STATE HIGHWAY 39, ONE FOOT NORTHEAST OF FENCE AND A NEW STEEL
 MK1419'WITNESS POST AND PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1904 ***********************************************************************
 MK1904  DESIGNATION -  L 17 36
 MK1904  PID         -  MK1904
 MK1904  STATE/COUNTY-  NE/PLATTE
 MK1904  COUNTRY     -  US
 MK1904  USGS QUAD   -  DUNCAN (2017)
 MK1904
 MK1904                         *CURRENT SURVEY CONTROL
 MK1904  ______________________________________________________________________
 MK1904* NAD 83(1995) POSITION- 41 24 37.70219(N) 097 29 49.58335(W)   ADJUSTED
 MK1904* NAVD 88 ORTHO HEIGHT -   483.    (meters)     1585.    (feet) SCALED
 MK1904  ______________________________________________________________________
 MK1904  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 MK1904  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 MK1904  HORZ ORDER      -  SECOND
 MK1904
 MK1904.The horizontal coordinates were established by classical geodetic methods
 MK1904.and adjusted by the National Geodetic Survey in August 1997.
 MK1904
 MK1904.The orthometric height was scaled from a topographic map.
 MK1904
 MK1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1904.GEOID18 height accuracy estimate available here.
 MK1904
 MK1904.Click photographs - Photos may exist for this station.
 MK1904
 MK1904.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1904
 MK1904. The following values were computed from the NAD 83(1995) position.
 MK1904
 MK1904;                    North         East     Units Scale Factor Converg.
 MK1904;SPC NE       -   178,130.153   709,169.200   MT  0.99965998   +1 39 31.2
 MK1904;SPC NE       -   584,415.34  2,326,665.95   sFT  0.99965998   +1 39 31.2
 MK1904;UTM  14      - 4,585,414.876   625,610.083   MT  0.99979417   +0 59 39.2
 MK1904
 MK1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1904!SPC NE       -   0.99992818  x   0.99965998  =   0.99958819
 MK1904!UTM  14      -   0.99992818  x   0.99979417  =   0.99972237
 MK1904
 MK1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2561085414(NAD 83)
 MK1904
 MK1904                          SUPERSEDED SURVEY CONTROL
 MK1904
 MK1904  NAD 83(1986)-  41 24 37.71189(N)    097 29 49.58714(W) AD(       ) 2
 MK1904  NAD 27      -  41 24 37.66300(N)    097 29 48.42400(W) AD(       ) 2
 MK1904
 MK1904.Superseded values are not recommended for survey control.
 MK1904
 MK1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1904.See file dsdata.pdf to determine how the superseded data were derived.
 MK1904
 MK1904_MARKER: DD = SURVEY DISK
 MK1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1904_STAMPING: L-17-36
 MK1904_MARK LOGO: BOR
 MK1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1904+STABILITY: SURFACE MOTION
 MK1904
 MK1904  HISTORY     - Date     Condition        Report By
 MK1904  HISTORY     - UNK      MONUMENTED       BOR
 MK1904
 MK1904                          STATION DESCRIPTION
 MK1904
 MK1904'DESCRIBED BY US BUREAU OF RECLAMATION UNK (JCT)
 MK1904'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF COLUMBUS AND
 MK1904'1-1/4 MILES NORTH OF DUNCAN ON THE HIGHEST POINT OF A GROUP OF
 MK1904'ROLLING SAND HILLS IN PASTURE LAND.  THE MARK PROJECTS ABOUT
 MK1904'2 INCHES AND THE DISK IS STAMPED L-17-36.
 MK1904'
 MK1904'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ADAM
 MK1904'AND THE DISTANCE IS 7.539 METERS (24.73 FEET) SOUTH OF STATION.
 MK1904'
 MK1904'TO REACH FROM THE POST OFFICE IN DUNCAN GO NORTH FOR 0.4 MILE
 MK1904'TO CROSSROADS.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.8 MILE TO
 MK1904'WIRE GATE ON LEFT JUST NORTH OF DRIVEWAY TO FARMHOUSE.  TURN
 MK1904'LEFT THROUGH GATE AND GO NORTHWEST ACROSS PASTURE FOR 0.3 MILE
 MK1904'TO HIGHEST POINT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0316 ***********************************************************************
 LH0316  DESIGNATION -  L 170
 LH0316  PID         -  LH0316
 LH0316  STATE/COUNTY-  NE/CLAY
 LH0316  COUNTRY     -  US
 LH0316  USGS QUAD   -  FAIRFIELD SE (2017)
 LH0316
 LH0316                         *CURRENT SURVEY CONTROL
 LH0316  ______________________________________________________________________
 LH0316* NAD 83(1986) POSITION- 40 21 36.     (N) 098 00 52.     (W)   SCALED
 LH0316* NAVD 88 ORTHO HEIGHT -   526.112 (meters)     1726.09  (feet) ADJUSTED
 LH0316  ______________________________________________________________________
 LH0316  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 LH0316  DYNAMIC HEIGHT  -        525.808 (meters)     1725.09  (feet) COMP
 LH0316  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 LH0316
 LH0316  VERT ORDER      -  SECOND    CLASS 0
 LH0316
 LH0316.The horizontal coordinates were scaled from a map and have
 LH0316.an estimated accuracy of +/- 6 seconds.
 LH0316
 LH0316.The orthometric height was determined by differential leveling and
 LH0316.adjusted by the NATIONAL GEODETIC SURVEY
 LH0316.in June 1991.
 LH0316
 LH0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0316.GEOID18 height accuracy estimate available here.
 LH0316
 LH0316.Click photographs - Photos may exist for this station.
 LH0316
 LH0316.The dynamic height is computed by dividing the NAVD 88
 LH0316.geopotential number by the normal gravity value computed on the
 LH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0316.degrees latitude (g = 980.6199 gals.).
 LH0316
 LH0316.The modeled gravity was interpolated from observed gravity values.
 LH0316
 LH0316;                    North         East    Units  Estimated Accuracy
 LH0316;SPC NE       -    60,410.      668,620.      MT  (+/- 180 meters Scaled)
 LH0316
 LH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK836681(NAD 83)
 LH0316
 LH0316                          SUPERSEDED SURVEY CONTROL
 LH0316
 LH0316  NGVD 29 (??/??/92)  525.913  (m)         1725.43   (f) ADJ UNCH    2 0
 LH0316
 LH0316.Superseded values are not recommended for survey control.
 LH0316
 LH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0316.See file dsdata.pdf to determine how the superseded data were derived.
 LH0316
 LH0316_MARKER: DB = BENCH MARK DISK
 LH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0316_STAMPING: L 170 1934
 LH0316_MARK LOGO: CGS
 LH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0316+STABILITY: SURFACE MOTION
 LH0316
 LH0316  HISTORY     - Date     Condition        Report By
 LH0316  HISTORY     - 1934     MONUMENTED       CGS
 LH0316
 LH0316                          STATION DESCRIPTION
 LH0316
 LH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0316'2.5 MI W FROM EDGAR.
 LH0316'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0316'FROM THE UNION PACIFIC RAILROAD STATION AT EDGAR, CLAY COUNTY,
 LH0316'0.2 MILE NORTH OF A FARMHOUSE, 8 RAILS WEST OF A ROAD CROSSING,
 LH0316'AND 64 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LH0316'DISK, STAMPED L 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0568 ***********************************************************************
 LG0568  DESIGNATION -  L 171
 LG0568  PID         -  LG0568
 LG0568  STATE/COUNTY-  NE/JEFFERSON
 LG0568  COUNTRY     -  US
 LG0568  USGS QUAD   -  FAIRBURY (2017)
 LG0568
 LG0568                         *CURRENT SURVEY CONTROL
 LG0568  ______________________________________________________________________
 LG0568* NAD 83(1986) POSITION- 40 10 23.     (N) 097 12 28.     (W)   SCALED
 LG0568* NAVD 88 ORTHO HEIGHT -   404.694 (meters)     1327.73  (feet) ADJUSTED
 LG0568  ______________________________________________________________________
 LG0568  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 LG0568  DYNAMIC HEIGHT  -        404.465 (meters)     1326.98  (feet) COMP
 LG0568  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 LG0568
 LG0568  VERT ORDER      -  SECOND    CLASS 0
 LG0568
 LG0568.The horizontal coordinates were scaled from a map and have
 LG0568.an estimated accuracy of +/- 6 seconds.
 LG0568
 LG0568.The orthometric height was determined by differential leveling and
 LG0568.adjusted by the NATIONAL GEODETIC SURVEY
 LG0568.in June 1991.
 LG0568
 LG0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0568.GEOID18 height accuracy estimate available here.
 LG0568
 LG0568.Click photographs - Photos may exist for this station.
 LG0568
 LG0568.The dynamic height is computed by dividing the NAVD 88
 LG0568.geopotential number by the normal gravity value computed on the
 LG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0568.degrees latitude (g = 980.6199 gals.).
 LG0568
 LG0568.The modeled gravity was interpolated from observed gravity values.
 LG0568
 LG0568;                    North         East    Units  Estimated Accuracy
 LG0568;SPC NE       -    41,560.      737,780.      MT  (+/- 180 meters Scaled)
 LG0568
 LG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK526485(NAD 83)
 LG0568
 LG0568                          SUPERSEDED SURVEY CONTROL
 LG0568
 LG0568  NGVD 29 (??/??/92)  404.546  (m)         1327.25   (f) ADJ UNCH    2 0
 LG0568
 LG0568.Superseded values are not recommended for survey control.
 LG0568
 LG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0568.See file dsdata.pdf to determine how the superseded data were derived.
 LG0568
 LG0568_MARKER: DB = BENCH MARK DISK
 LG0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0568_SP_SET: BRIDGE
 LG0568_STAMPING: L 171 1934
 LG0568_MARK LOGO: CGS
 LG0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0568
 LG0568  HISTORY     - Date     Condition        Report By
 LG0568  HISTORY     - 1934     MONUMENTED       CGS
 LG0568  HISTORY     - 1981     POOR             LOCENG
 LG0568
 LG0568                          STATION DESCRIPTION
 LG0568
 LG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0568'3.1 MI NW FROM FAIRBURY.
 LG0568'3.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0568'COUNTY COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 3 POLES EAST
 LG0568'OF MILEPOST 156, 50 FEET NORTH OF RAILROAD BRIDGE 155+93, AT A
 LG0568'HIGHWAY BRIDGE, AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.
 LG0568'A STANDARD DISK, STAMPED L 171 1934.
 LG0568
 LG0568                          STATION RECOVERY (1981)
 LG0568
 LG0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0568'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0542 ***********************************************************************
 LG0542  DESIGNATION -  L 172
 LG0542  PID         -  LG0542
 LG0542  STATE/COUNTY-  NE/THAYER
 LG0542  COUNTRY     -  US
 LG0542  USGS QUAD   -  HUBBELL (2017)
 LG0542
 LG0542                         *CURRENT SURVEY CONTROL
 LG0542  ______________________________________________________________________
 LG0542* NAD 83(1986) POSITION- 40 03 23.     (N) 097 24 52.     (W)   SCALED
 LG0542* NAVD 88 ORTHO HEIGHT -   433.027 (meters)     1420.69  (feet) ADJUSTED
 LG0542  ______________________________________________________________________
 LG0542  GEOID HEIGHT    -        -26.817 (meters)                     GEOID18
 LG0542  DYNAMIC HEIGHT  -        432.780 (meters)     1419.88  (feet) COMP
 LG0542  MODELED GRAVITY -    980,042.4   (mgal)                       NAVD 88
 LG0542
 LG0542  VERT ORDER      -  SECOND    CLASS 0
 LG0542
 LG0542.The horizontal coordinates were scaled from a map and have
 LG0542.an estimated accuracy of +/- 6 seconds.
 LG0542
 LG0542.The orthometric height was determined by differential leveling and
 LG0542.adjusted by the NATIONAL GEODETIC SURVEY
 LG0542.in June 1991.
 LG0542
 LG0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0542.GEOID18 height accuracy estimate available here.
 LG0542
 LG0542.Click photographs - Photos may exist for this station.
 LG0542
 LG0542.The dynamic height is computed by dividing the NAVD 88
 LG0542.geopotential number by the normal gravity value computed on the
 LG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0542.degrees latitude (g = 980.6199 gals.).
 LG0542
 LG0542.The modeled gravity was interpolated from observed gravity values.
 LG0542
 LG0542;                    North         East    Units  Estimated Accuracy
 LG0542;SPC NE       -    28,070.      720,570.      MT  (+/- 180 meters Scaled)
 LG0542
 LG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK352352(NAD 83)
 LG0542
 LG0542                          SUPERSEDED SURVEY CONTROL
 LG0542
 LG0542  NGVD 29 (??/??/92)  432.873  (m)         1420.18   (f) ADJ UNCH    2 0
 LG0542
 LG0542.Superseded values are not recommended for survey control.
 LG0542
 LG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0542.See file dsdata.pdf to determine how the superseded data were derived.
 LG0542
 LG0542_MARKER: DB = BENCH MARK DISK
 LG0542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0542_SP_SET: CULVERT HEADWALL
 LG0542_STAMPING: L 172 1934
 LG0542_MARK LOGO: CGS
 LG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0542+STABILITY: SURFACE MOTION
 LG0542
 LG0542  HISTORY     - Date     Condition        Report By
 LG0542  HISTORY     - 1934     MONUMENTED       CGS
 LG0542
 LG0542                          STATION DESCRIPTION
 LG0542
 LG0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0542'4.2 MI SW FROM REYNOLDS.
 LG0542'IN THAYER COUNTY, 4.2 MILES SOUTHWEST ALONG THE CHICAGO,
 LG0542'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT REYNOLDS,
 LG0542'JEFFERSON COUNTY, ABOUT 1/4 MILE EAST OF MILEPOST 133, TWO RAILS
 LG0542'WEST OF A PRIVATE-ROAD CROSSING, AT A CONCRETE CULVERT, AND IN
 LG0542'THE TOP OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED L 172
 LG0542'1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0619 ***********************************************************************
 LG0619  DESIGNATION -  L 173
 LG0619  PID         -  LG0619
 LG0619  STATE/COUNTY-  NE/THAYER
 LG0619  COUNTRY     -  US
 LG0619  USGS QUAD   -  BRUNING (2017)
 LG0619
 LG0619                         *CURRENT SURVEY CONTROL
 LG0619  ______________________________________________________________________
 LG0619* NAD 83(1986) POSITION- 40 19 18.     (N) 097 34 02.     (W)   SCALED
 LG0619* NAVD 88 ORTHO HEIGHT -   482.835 (meters)     1584.10  (feet) ADJUSTED
 LG0619  ______________________________________________________________________
 LG0619  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 LG0619  DYNAMIC HEIGHT  -        482.552 (meters)     1583.17  (feet) COMP
 LG0619  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 LG0619
 LG0619  VERT ORDER      -  SECOND    CLASS 0
 LG0619
 LG0619.The horizontal coordinates were scaled from a map and have
 LG0619.an estimated accuracy of +/- 6 seconds.
 LG0619
 LG0619.The orthometric height was determined by differential leveling and
 LG0619.adjusted by the NATIONAL GEODETIC SURVEY
 LG0619.in June 1991.
 LG0619
 LG0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0619.GEOID18 height accuracy estimate available here.
 LG0619
 LG0619.Click photographs - Photos may exist for this station.
 LG0619
 LG0619.The dynamic height is computed by dividing the NAVD 88
 LG0619.geopotential number by the normal gravity value computed on the
 LG0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0619.degrees latitude (g = 980.6199 gals.).
 LG0619
 LG0619.The modeled gravity was interpolated from observed gravity values.
 LG0619
 LG0619;                    North         East    Units  Estimated Accuracy
 LG0619;SPC NE       -    57,130.      706,710.      MT  (+/- 180 meters Scaled)
 LG0619
 LG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK217644(NAD 83)
 LG0619
 LG0619                          SUPERSEDED SURVEY CONTROL
 LG0619
 LG0619  NGVD 29 (??/??/92)  482.652  (m)         1583.50   (f) ADJ UNCH    2 0
 LG0619
 LG0619.Superseded values are not recommended for survey control.
 LG0619
 LG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0619.See file dsdata.pdf to determine how the superseded data were derived.
 LG0619
 LG0619_MARKER: DB = BENCH MARK DISK
 LG0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0619_STAMPING: L 173 1934
 LG0619_MARK LOGO: CGS
 LG0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0619+STABILITY: SURFACE MOTION
 LG0619
 LG0619  HISTORY     - Date     Condition        Report By
 LG0619  HISTORY     - 1934     MONUMENTED       CGS
 LG0619  HISTORY     - 1941     GOOD             CGS
 LG0619
 LG0619                          STATION DESCRIPTION
 LG0619
 LG0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0619'1.2 MI S FROM BRUNING.
 LG0619'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0619'FROM THE STATION AT BRUNING, THAYER COUNTY, AT THE CROSSING OF
 LG0619'STATE HIGHWAY 4, 45 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LG0619'38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND UNDER A
 LG0619'POWER-TRANSMISSION LINE.  A STANDARD DISK, STAMPED L 173 1934 AND
 LG0619'SET IN THE TOP OF A CONCRETE POST.
 LG0619
 LG0619                          STATION RECOVERY (1941)
 LG0619
 LG0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0620 ***********************************************************************
 LG0620  DESIGNATION -  L 173 RESET
 LG0620  PID         -  LG0620
 LG0620  STATE/COUNTY-  NE/THAYER
 LG0620  COUNTRY     -  US
 LG0620  USGS QUAD   -  BRUNING (2017)
 LG0620
 LG0620                         *CURRENT SURVEY CONTROL
 LG0620  ______________________________________________________________________
 LG0620* NAD 83(1986) POSITION- 40 19 18.     (N) 097 34 02.     (W)   SCALED
 LG0620* NAVD 88 ORTHO HEIGHT -   482.93  (meters)     1584.4   (feet) RESET
 LG0620  ______________________________________________________________________
 LG0620  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 LG0620  VERT ORDER      -  THIRD
 LG0620
 LG0620.The horizontal coordinates were scaled from a map and have
 LG0620.an estimated accuracy of +/- 6 seconds.
 LG0620
 LG0620.The orthometric height was computed from unverified reset data.
 LG0620
 LG0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0620.GEOID18 height accuracy estimate available here.
 LG0620
 LG0620.Click photographs - Photos may exist for this station.
 LG0620
 LG0620;                    North         East    Units  Estimated Accuracy
 LG0620;SPC NE       -    57,130.      706,710.      MT  (+/- 180 meters Scaled)
 LG0620
 LG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK217644(NAD 83)
 LG0620
 LG0620                          SUPERSEDED SURVEY CONTROL
 LG0620
 LG0620.No superseded survey control is available for this station.
 LG0620
 LG0620_MARKER: DB = BENCH MARK DISK
 LG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0620_STAMPING: L 173 RESET 1968
 LG0620_MARK LOGO: CGS
 LG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0620+STABILITY: SURFACE MOTION
 LG0620
 LG0620  HISTORY     - Date     Condition        Report By
 LG0620  HISTORY     - 1968     MONUMENTED       CGS
 LG0620
 LG0620                          STATION DESCRIPTION
 LG0620
 LG0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LG0620'1.2 MI S FROM BRUNING.
 LG0620'ABOUT 1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0620'RAILROAD FROM THE STATION AT BRUNING, AT THE CROSSING OF STATE
 LG0620'HIGHWAY 4, 48 FEET WEST OF THE CENTER LINE OF THE TRACK, 65 FEET
 LG0620'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND BESIDE THE RAILROAD
 LG0620'RIGHT-OF-WAY FENCE, BELIEVED TO BE SET IN THE TOP OF A CONCRETE
 LG0620'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0211 ***********************************************************************
 LG0211  DESIGNATION -  L 175
 LG0211  PID         -  LG0211
 LG0211  STATE/COUNTY-  NE/PAWNEE
 LG0211  COUNTRY     -  US
 LG0211  USGS QUAD   -  PAWNEE CITY (2017)
 LG0211
 LG0211                         *CURRENT SURVEY CONTROL
 LG0211  ______________________________________________________________________
 LG0211* NAD 83(1986) POSITION- 40 07 00.58   (N) 096 09 42.01   (W)   HD_HELD1
 LG0211* NAVD 88 ORTHO HEIGHT -   363.049 (meters)     1191.10  (feet) ADJUSTED
 LG0211  ______________________________________________________________________
 LG0211  GEOID HEIGHT    -        -28.679 (meters)                     GEOID18
 LG0211  DYNAMIC HEIGHT  -        362.850 (meters)     1190.45  (feet) COMP
 LG0211  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0211
 LG0211  VERT ORDER      -  SECOND    CLASS 0
 LG0211
 LG0211.The horizontal coordinates were determined by differentially corrected
 LG0211.hand held GPS observations or other comparable positioning techniques
 LG0211.and have an estimated accuracy of +/- 3 meters.
 LG0211
 LG0211.The orthometric height was determined by differential leveling and
 LG0211.adjusted by the NATIONAL GEODETIC SURVEY
 LG0211.in June 1991.
 LG0211
 LG0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0211.GEOID18 height accuracy estimate available here.
 LG0211
 LG0211.Click photographs - Photos may exist for this station.
 LG0211
 LG0211.The dynamic height is computed by dividing the NAVD 88
 LG0211.geopotential number by the normal gravity value computed on the
 LG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0211.degrees latitude (g = 980.6199 gals.).
 LG0211
 LG0211.The modeled gravity was interpolated from observed gravity values.
 LG0211
 LG0211;                    North         East    Units  Estimated Accuracy
 LG0211;SPC NE       -    38,739.7     827,086.5     MT  (+/- 3 meters HH1 GPS) 
 LG0211
 LG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4188244586(NAD 83)
 LG0211
 LG0211                          SUPERSEDED SURVEY CONTROL
 LG0211
 LG0211  NGVD 29 (??/??/92)  362.943  (m)         1190.76   (f) ADJ UNCH    2 0
 LG0211
 LG0211.Superseded values are not recommended for survey control.
 LG0211
 LG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0211.See file dsdata.pdf to determine how the superseded data were derived.
 LG0211
 LG0211_MARKER: DB = BENCH MARK DISK
 LG0211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0211+WITH SETTING: PAVEMENT
 LG0211_SP_SET: WATER TOWER FOOTING
 LG0211_STAMPING: L 175 1934
 LG0211_MARK LOGO: CGS
 LG0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0211+STABILITY: SURFACE MOTION
 LG0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0211+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 LG0211
 LG0211  HISTORY     - Date     Condition        Report By
 LG0211  HISTORY     - 1934     MONUMENTED       CGS
 LG0211  HISTORY     - 20031103 GOOD             NEDR
 LG0211  HISTORY     - 20071205 GOOD             INDIV
 LG0211  HISTORY     - 20120713 GOOD             GEOCAC
 LG0211
 LG0211                          STATION DESCRIPTION
 LG0211
 LG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0211'AT PAWNEE CITY.
 LG0211'AT PAWNEE CITY, PAWNEE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0211'QUINCY RAILROAD, 300 FEET NORTHWEST OF THE STATION, 100 FEET WEST
 LG0211'OF THE CENTER LINE OF THE MAIN TRACK, AT THE WATER TOWER, AND IN
 LG0211'THE SOUTHEAST CONCRETE FOOTING.  A STANDARD DISK, STAMPED L 175
 LG0211'1934.
 LG0211
 LG0211                          STATION RECOVERY (2003)
 LG0211
 LG0211'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 LG0211'FROM THE JUNCTION OF HWY 8 AND HWY 50 IN PAWNEE CITY, GO NORTH ON HWY
 LG0211'50 TO THE INTERSECTION OF HWY 50 AND 14TH STREET. TURN LEFT (WEST) AND
 LG0211'FOLLOW 14TH STREET TO CB AND Q RAILROAD AND BENCHMARK 100 FEET WEST OF
 LG0211'TRACK. 36.0 FEET NORTH OF CENTERLINE OF 14TH STREET (CO RD P-31),
 LG0211'100.0 WEST OF CENTERLINE OF THE MAIN TRACK, NEAR FIBERGLASS WITNESS
 LG0211'POST, BM IN THE SOUTHEAST FOOTING OF WATER TOWER (ABANDONED).
 LG0211
 LG0211                          STATION RECOVERY (2007)
 LG0211
 LG0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LG0211'TREES PARTIALLY OBSCURING SKY VISIBILITY TO SOUTH
 LG0211
 LG0211                          STATION RECOVERY (2012)
 LG0211
 LG0211'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0171 ***********************************************************************
 LG0171  DESIGNATION -  L 176
 LG0171  PID         -  LG0171
 LG0171  STATE/COUNTY-  NE/JOHNSON
 LG0171  COUNTRY     -  US
 LG0171  USGS QUAD   -  CRAB ORCHARD (2017)
 LG0171
 LG0171                         *CURRENT SURVEY CONTROL
 LG0171  ______________________________________________________________________
 LG0171* NAD 83(1986) POSITION- 40 20 18.     (N) 096 25 05.     (W)   SCALED
 LG0171* NAVD 88 ORTHO HEIGHT -   388.215 (meters)     1273.67  (feet) ADJUSTED
 LG0171  ______________________________________________________________________
 LG0171  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 LG0171  DYNAMIC HEIGHT  -        388.010 (meters)     1273.00  (feet) COMP
 LG0171  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LG0171
 LG0171  VERT ORDER      -  SECOND    CLASS 0
 LG0171
 LG0171.The horizontal coordinates were scaled from a map and have
 LG0171.an estimated accuracy of +/- 6 seconds.
 LG0171
 LG0171.The orthometric height was determined by differential leveling and
 LG0171.adjusted by the NATIONAL GEODETIC SURVEY
 LG0171.in June 1991.
 LG0171
 LG0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0171.GEOID18 height accuracy estimate available here.
 LG0171
 LG0171.Click photographs - Photos may exist for this station.
 LG0171
 LG0171.The dynamic height is computed by dividing the NAVD 88
 LG0171.geopotential number by the normal gravity value computed on the
 LG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0171.degrees latitude (g = 980.6199 gals.).
 LG0171
 LG0171.The modeled gravity was interpolated from observed gravity values.
 LG0171
 LG0171;                    North         East    Units  Estimated Accuracy
 LG0171;SPC NE       -    62,370.      804,230.      MT  (+/- 180 meters Scaled)
 LG0171
 LG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK193685(NAD 83)
 LG0171
 LG0171                          SUPERSEDED SURVEY CONTROL
 LG0171
 LG0171  NGVD 29 (??/??/92)  388.109  (m)         1273.32   (f) ADJ UNCH    2 0
 LG0171
 LG0171.Superseded values are not recommended for survey control.
 LG0171
 LG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0171.See file dsdata.pdf to determine how the superseded data were derived.
 LG0171
 LG0171_MARKER: DB = BENCH MARK DISK
 LG0171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0171_SP_SET: BRIDGE PIER
 LG0171_STAMPING: L 176 1934
 LG0171_MARK LOGO: CGS
 LG0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0171
 LG0171  HISTORY     - Date     Condition        Report By
 LG0171  HISTORY     - 1934     MONUMENTED       CGS
 LG0171  HISTORY     - 1964     GOOD             USGS
 LG0171
 LG0171                          STATION DESCRIPTION
 LG0171
 LG0171'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LG0171'AT CRAB ORCHARD.
 LG0171'ON THE EAST SIDE OF THE TOWN OF CRAB ORCHARD ALONG A NORTH-SOUTH
 LG0171'COUNTY ROAD, 650 FEET NORTH ALONG ROAD FROM BRIDGE OVER
 LG0171'YANKEE CREEK, THENCE 370 FT. SW ALONG A POWER LINE, 32 FT. WSW
 LG0171'OF POWER POLE, ON THE NORTH SIDE OF YANKEE CREEK, IN TOP OF
 LG0171'SE CONCRETE PIER OF A DESTROYED RR BRIDGE, IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0495 ***********************************************************************
 LF0495  DESIGNATION -  L 177
 LF0495  PID         -  LF0495
 LF0495  STATE/COUNTY-  NE/NEMAHA
 LF0495  COUNTRY     -  US
 LF0495  USGS QUAD   -  AUBURN (2017)
 LF0495
 LF0495                         *CURRENT SURVEY CONTROL
 LF0495  ______________________________________________________________________
 LF0495* NAD 83(1986) POSITION- 40 22 33.     (N) 095 50 56.     (W)   SCALED
 LF0495* NAVD 88 ORTHO HEIGHT -   320.973 (meters)     1053.06  (feet) ADJUSTED
 LF0495  ______________________________________________________________________
 LF0495  GEOID HEIGHT    -        -29.515 (meters)                     GEOID18
 LF0495  DYNAMIC HEIGHT  -        320.801 (meters)     1052.49  (feet) COMP
 LF0495  MODELED GRAVITY -    980,080.4   (mgal)                       NAVD 88
 LF0495
 LF0495  VERT ORDER      -  SECOND    CLASS 0
 LF0495
 LF0495.The horizontal coordinates were scaled from a map and have
 LF0495.an estimated accuracy of +/- 6 seconds.
 LF0495
 LF0495.The orthometric height was determined by differential leveling and
 LF0495.adjusted by the NATIONAL GEODETIC SURVEY
 LF0495.in June 1991.
 LF0495
 LF0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0495.GEOID18 height accuracy estimate available here.
 LF0495
 LF0495.Click photographs - Photos may exist for this station.
 LF0495
 LF0495.The dynamic height is computed by dividing the NAVD 88
 LF0495.geopotential number by the normal gravity value computed on the
 LF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0495.degrees latitude (g = 980.6199 gals.).
 LF0495
 LF0495.The modeled gravity was interpolated from observed gravity values.
 LF0495
 LF0495;                    North         East    Units  Estimated Accuracy
 LF0495;SPC NE       -    68,700.      852,340.      MT  (+/- 180 meters Scaled)
 LF0495
 LF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE581733(NAD 83)
 LF0495
 LF0495                          SUPERSEDED SURVEY CONTROL
 LF0495
 LF0495  NGVD 29 (??/??/92)  320.883  (m)         1052.76   (f) ADJ UNCH    2 0
 LF0495
 LF0495.Superseded values are not recommended for survey control.
 LF0495
 LF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0495.See file dsdata.pdf to determine how the superseded data were derived.
 LF0495
 LF0495_MARKER: DB = BENCH MARK DISK
 LF0495_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF0495+WITH SETTING: PAVEMENT
 LF0495_SP_SET: TOWER FOOTING
 LF0495_STAMPING: L 177 1934
 LF0495_MARK LOGO: CGS
 LF0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0495+STABILITY: SURFACE MOTION
 LF0495
 LF0495  HISTORY     - Date     Condition        Report By
 LF0495  HISTORY     - 1934     MONUMENTED       CGS
 LF0495  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0495
 LF0495                          STATION DESCRIPTION
 LF0495
 LF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0495'AT AUBURN.
 LF0495'AT AUBURN, NEMAHA COUNTY, IN THE PORTION OF TOWN KNOWN AS SOUTH
 LF0495'AUBURN, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE
 LF0495'RAILROAD WATER TOWER, AND IN THE TOP OF THE SOUTHEAST CONCRETE
 LF0495'FOOTING.  A STANDARD DISK, STAMPED L 177 1934.  NOTE-- THE
 LF0495'RAILROAD WATER TOWER IS NO LONGER THERE, THE CONC. FOOTING FOR THE
 LF0495'WATER TOWER IS STILL BUT BM WAS NOT FOUND.
 LF0495
 LF0495                          STATION RECOVERY (1964)
 LF0495
 LF0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0478 ***********************************************************************
 NN0478  DESIGNATION -  L 18
 NN0478  PID         -  NN0478
 NN0478  STATE/COUNTY-  NE/ROCK
 NN0478  COUNTRY     -  US
 NN0478  USGS QUAD   -  HAGAN LAKE NE (2017)
 NN0478
 NN0478                         *CURRENT SURVEY CONTROL
 NN0478  ______________________________________________________________________
 NN0478* NAD 83(1986) POSITION- 42 23 26.     (N) 099 31 40.     (W)   SCALED
 NN0478* NAVD 88 ORTHO HEIGHT -   754.710 (meters)     2476.08  (feet) ADJUSTED
 NN0478  ______________________________________________________________________
 NN0478  GEOID HEIGHT    -        -22.842 (meters)                     GEOID18
 NN0478  DYNAMIC HEIGHT  -        754.392 (meters)     2475.03  (feet) COMP
 NN0478  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 NN0478
 NN0478  VERT ORDER      -  FIRST     CLASS II
 NN0478
 NN0478.The horizontal coordinates were scaled from a map and have
 NN0478.an estimated accuracy of +/- 6 seconds.
 NN0478
 NN0478.The orthometric height was determined by differential leveling and
 NN0478.adjusted by the NATIONAL GEODETIC SURVEY
 NN0478.in June 1991.
 NN0478
 NN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0478.GEOID18 height accuracy estimate available here.
 NN0478
 NN0478.Click photographs - Photos may exist for this station.
 NN0478
 NN0478.The dynamic height is computed by dividing the NAVD 88
 NN0478.geopotential number by the normal gravity value computed on the
 NN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0478.degrees latitude (g = 980.6199 gals.).
 NN0478
 NN0478.The modeled gravity was interpolated from observed gravity values.
 NN0478
 NN0478;                    North         East    Units  Estimated Accuracy
 NN0478;SPC NE       -   284,030.      538,880.      MT  (+/- 180 meters Scaled)
 NN0478
 NN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM565932(NAD 83)
 NN0478
 NN0478                          SUPERSEDED SURVEY CONTROL
 NN0478
 NN0478  NGVD 29 (??/??/92)  754.453  (m)         2475.23   (f) ADJ UNCH    1 2
 NN0478
 NN0478.Superseded values are not recommended for survey control.
 NN0478
 NN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0478.See file dsdata.pdf to determine how the superseded data were derived.
 NN0478
 NN0478_MARKER: DB = BENCH MARK DISK
 NN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0478_STAMPING: L 18 1933
 NN0478_MARK LOGO: CGS
 NN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0478+STABILITY: SURFACE MOTION
 NN0478
 NN0478  HISTORY     - Date     Condition        Report By
 NN0478  HISTORY     - 1933     MONUMENTED       CGS
 NN0478  HISTORY     - 1934     GOOD             CGS
 NN0478
 NN0478                          STATION DESCRIPTION
 NN0478
 NN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0478'13.8 MI S FROM BASSETT.
 NN0478'13-3/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0478'COUNTY, ABOUT 4-1/4 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY
 NN0478'55, ACROSS A ROAD TO THE WEST FROM A SMALL POND, 37 FEET WEST OF
 NN0478'THE CENTER LINE OF THE HIGHWAY, ABOUT 3 YARDS WEST OF A CORNER
 NN0478'FENCE POST, AND ABOUT 1 YARD NORTH OF THE FENCE.  A STANDARD
 NN0478'DISK, STAMPED 2475.235 L 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0478'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0172 ***********************************************************************
 NN0172  DESIGNATION -  L 2
 NN0172  PID         -  NN0172
 NN0172  STATE/COUNTY-  NE/HOLT
 NN0172  COUNTRY     -  US
 NN0172  USGS QUAD   -  PAGE (2017)
 NN0172
 NN0172                         *CURRENT SURVEY CONTROL
 NN0172  ______________________________________________________________________
 NN0172* NAD 83(1986) POSITION- 42 25 21.64   (N) 098 25 10.81   (W)   HD_HELD1
 NN0172* NAVD 88 ORTHO HEIGHT -   611.277 (meters)     2005.50  (feet) ADJUSTED
 NN0172  ______________________________________________________________________
 NN0172  GEOID HEIGHT    -        -24.756 (meters)                     GEOID18
 NN0172  DYNAMIC HEIGHT  -        611.038 (meters)     2004.71  (feet) COMP
 NN0172  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 NN0172
 NN0172  VERT ORDER      -  FIRST     CLASS II
 NN0172
 NN0172.The horizontal coordinates were determined by differentially corrected
 NN0172.hand held GPS observations or other comparable positioning techniques
 NN0172.and have an estimated accuracy of +/- 3 meters.
 NN0172
 NN0172.The orthometric height was determined by differential leveling and
 NN0172.adjusted by the NATIONAL GEODETIC SURVEY
 NN0172.in June 1991.
 NN0172
 NN0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0172.GEOID18 height accuracy estimate available here.
 NN0172
 NN0172.Click photographs - Photos may exist for this station.
 NN0172
 NN0172.The dynamic height is computed by dividing the NAVD 88
 NN0172.geopotential number by the normal gravity value computed on the
 NN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0172.degrees latitude (g = 980.6199 gals.).
 NN0172
 NN0172.The modeled gravity was interpolated from observed gravity values.
 NN0172
 NN0172;                    North         East    Units  Estimated Accuracy
 NN0172;SPC NE       -   288,683.9     630,026.6     MT  (+/- 3 meters HH1 GPS) 
 NN0172
 NN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4774296870(NAD 83)
 NN0172
 NN0172                          SUPERSEDED SURVEY CONTROL
 NN0172
 NN0172  NGVD 29 (??/??/92)  611.073  (m)         2004.83   (f) ADJ UNCH    1 2
 NN0172
 NN0172.Superseded values are not recommended for survey control.
 NN0172
 NN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0172.See file dsdata.pdf to determine how the superseded data were derived.
 NN0172
 NN0172_MARKER: DB = BENCH MARK DISK
 NN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0172+STABILITY: SURFACE MOTION
 NN0172
 NN0172  HISTORY     - Date     Condition        Report By
 NN0172  HISTORY     - 1900     MONUMENTED       CGS
 NN0172  HISTORY     - 1946     GOOD             CGS
 NN0172  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0172
 NN0172                          STATION DESCRIPTION
 NN0172
 NN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0172'1.7 MI N FROM PAGE.
 NN0172'1.7 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0172'AT PAGE, HOLT COUNTY, THENCE 0.1 MILE WEST ALONG A GRADED DIRT
 NN0172'ROAD, 142 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, 50 YARDS
 NN0172'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 35 FEET NORTH
 NN0172'OF THE CENTERLINE OF THE DIRT ROAD, 9.7 FEET NORTH OF A FENCE,
 NN0172'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0172'ROAD.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 NN0172'USBM IN THE TOP OF A LIMESTONE POST.
 NN0172
 NN0172                          STATION RECOVERY (1997)
 NN0172
 NN0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0172'THIS MONUMENT SHOULD BE CONSIDERED LOST.  THE HOUSE DESCRIBED IN THE
 NN0172'1946 REPORT NO LONGER EXISTS AS WELL AS THE FENCE ALONG THE NORTH SIDE
 NN0172'OF THE ROAD.  A CONSIDERABLE AMOUNT OF GRADING HAS BEEN DONE IN THIS
 NN0172'AREA AND IF THE DISTANCE OF 35 FEET (10.7 M) FROM THE CENTERLINE OF
 NN0172'THE ROAD WAS CORRECT, THE MONUMENT HAD TO HAVE BEEN HIT SINCE THE
 NN0172'GROUND APPEARS TO HAVE BEEN LOWERED.  I FIND NO TRACE OF THE WOODEN
 NN0172'WITNESS POST AS STATED IN THE 1946 REPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0165 ***********************************************************************
 NO0165  DESIGNATION -  L 20
 NO0165  PID         -  NO0165
 NO0165  STATE/COUNTY-  NE/CHERRY
 NO0165  COUNTRY     -  US
 NO0165  USGS QUAD   -  ELL LAKE (2017)
 NO0165
 NO0165                         *CURRENT SURVEY CONTROL
 NO0165  ______________________________________________________________________
 NO0165* NAD 83(1986) POSITION- 42 44 34.01   (N) 100 35 34.68   (W)   HD_HELD1
 NO0165* NAVD 88 ORTHO HEIGHT -   841.217 (meters)     2759.89  (feet) ADJUSTED
 NO0165  ______________________________________________________________________
 NO0165  GEOID HEIGHT    -        -21.540 (meters)                     GEOID18
 NO0165  DYNAMIC HEIGHT  -        840.861 (meters)     2758.72  (feet) COMP
 NO0165  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 NO0165
 NO0165  VERT ORDER      -  FIRST     CLASS II
 NO0165
 NO0165.The horizontal coordinates were determined by differentially corrected
 NO0165.hand held GPS observations or other comparable positioning techniques
 NO0165.and have an estimated accuracy of +/- 3 meters.
 NO0165
 NO0165.The orthometric height was determined by differential leveling and
 NO0165.adjusted by the NATIONAL GEODETIC SURVEY
 NO0165.in June 1991.
 NO0165
 NO0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0165.GEOID18 height accuracy estimate available here.
 NO0165
 NO0165.Click photographs - Photos may exist for this station.
 NO0165
 NO0165.The dynamic height is computed by dividing the NAVD 88
 NO0165.geopotential number by the normal gravity value computed on the
 NO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0165.degrees latitude (g = 980.6199 gals.).
 NO0165
 NO0165.The modeled gravity was interpolated from observed gravity values.
 NO0165
 NO0165;                    North         East    Units  Estimated Accuracy
 NO0165;SPC NE       -   323,214.7     451,453.3     MT  (+/- 3 meters HH1 GPS) 
 NO0165
 NO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6961833481(NAD 83)
 NO0165
 NO0165                          SUPERSEDED SURVEY CONTROL
 NO0165
 NO0165  NGVD 29 (??/??/92)  840.927  (m)         2758.94   (f) ADJ UNCH    1 2
 NO0165
 NO0165.Superseded values are not recommended for survey control.
 NO0165
 NO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0165.See file dsdata.pdf to determine how the superseded data were derived.
 NO0165
 NO0165_MARKER: DB = BENCH MARK DISK
 NO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0165_STAMPING: 2758.941 L 20 1933
 NO0165_MARK LOGO: CGS
 NO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0165+STABILITY: SURFACE MOTION
 NO0165
 NO0165  HISTORY     - Date     Condition        Report By
 NO0165  HISTORY     - 1933     MONUMENTED       CGS
 NO0165  HISTORY     - 1934     GOOD             CGS
 NO0165  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0165
 NO0165                          STATION DESCRIPTION
 NO0165
 NO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0165'14 MI SW FROM VALENTINE.
 NO0165'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0165'VALENTINE, CHERRY COUNTY, THENCE 6.8 MILES SOUTHWEST ALONG A
 NO0165'DIRT ROAD, 0.3 MILE SOUTH OF A SMALL WOODEN BRIDGE, 0.3 MILE
 NO0165'NORTH OF AN AUTOMOBILE GATE ACROSS THE ROAD, 175 FEET EAST OF A
 NO0165'CREEK, AND 55 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 NO0165'STANDARD DISK, STAMPED 2758.941 L 20 1933 AND SET IN THE TOP OF
 NO0165'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0165
 NO0165                          STATION RECOVERY (1984)
 NO0165
 NO0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0308 ***********************************************************************
 LJ0308  DESIGNATION -  L 200
 LJ0308  PID         -  LJ0308
 LJ0308  STATE/COUNTY-  NE/FURNAS
 LJ0308  COUNTRY     -  US
 LJ0308  USGS QUAD   -  WILSONVILLE (2017)
 LJ0308
 LJ0308                         *CURRENT SURVEY CONTROL
 LJ0308  ______________________________________________________________________
 LJ0308* NAD 83(1986) POSITION- 40 06 56.56   (N) 100 00 03.09   (W)   HD_HELD1
 LJ0308* NAVD 88 ORTHO HEIGHT -   688.577 (meters)     2259.11  (feet) ADJUSTED
 LJ0308  ______________________________________________________________________
 LJ0308  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 LJ0308  DYNAMIC HEIGHT  -        688.128 (meters)     2257.63  (feet) COMP
 LJ0308  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 LJ0308
 LJ0308  VERT ORDER      -  SECOND    CLASS 0
 LJ0308
 LJ0308.The horizontal coordinates were determined by differentially corrected
 LJ0308.hand held GPS observations or other comparable positioning techniques
 LJ0308.and have an estimated accuracy of +/- 3 meters.
 LJ0308
 LJ0308.The orthometric height was determined by differential leveling and
 LJ0308.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0308.in June 1991.
 LJ0308
 LJ0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0308.GEOID18 height accuracy estimate available here.
 LJ0308
 LJ0308.Click photographs - Photos may exist for this station.
 LJ0308
 LJ0308.The dynamic height is computed by dividing the NAVD 88
 LJ0308.geopotential number by the normal gravity value computed on the
 LJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0308.degrees latitude (g = 980.6199 gals.).
 LJ0308
 LJ0308.The modeled gravity was interpolated from observed gravity values.
 LJ0308
 LJ0308;                    North         East    Units  Estimated Accuracy
 LJ0308;SPC NE       -    31,354.0     499,926.8     MT  (+/- 3 meters HH1 GPS) 
 LJ0308
 LJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1471041080(NAD 83)
 LJ0308
 LJ0308                          SUPERSEDED SURVEY CONTROL
 LJ0308
 LJ0308  NGVD 29 (??/??/92)  688.304  (m)         2258.21   (f) ADJ UNCH    2 0
 LJ0308
 LJ0308.Superseded values are not recommended for survey control.
 LJ0308
 LJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0308.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0308
 LJ0308_MARKER: DB = BENCH MARK DISK
 LJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0308_STAMPING: L 200 1934
 LJ0308_MARK LOGO: CGS
 LJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0308+STABILITY: SURFACE MOTION
 LJ0308
 LJ0308  HISTORY     - Date     Condition        Report By
 LJ0308  HISTORY     - 1934     MONUMENTED       CGS
 LJ0308
 LJ0308                          STATION DESCRIPTION
 LJ0308
 LJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0308'1.8 MI W FROM HENDLEY.
 LJ0308'ABOUT 1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0308'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LJ0308'110 FEET WEST OF MILEPOST 30, 35 FEET SOUTH OF STATE HIGHWAY
 LJ0308'89, AND 45 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 LJ0308'STANDARD DISK, STAMPED L 200 1934 AND SET IN THE TOP OF A
 LJ0308'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0035 ***********************************************************************
 ML0035  DESIGNATION -  L 206
 ML0035  PID         -  ML0035
 ML0035  STATE/COUNTY-  NE/BOONE
 ML0035  COUNTRY     -  US
 ML0035  USGS QUAD   -  PETERSBURG (2017)
 ML0035
 ML0035                         *CURRENT SURVEY CONTROL
 ML0035  ______________________________________________________________________
 ML0035* NAD 83(1986) POSITION- 41 45 07.     (N) 098 04 37.     (W)   SCALED
 ML0035* NAVD 88 ORTHO HEIGHT -   553.735 (meters)     1816.71  (feet) ADJUSTED
 ML0035  ______________________________________________________________________
 ML0035  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0035  DYNAMIC HEIGHT  -        553.488 (meters)     1815.90  (feet) COMP
 ML0035  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 ML0035
 ML0035  VERT ORDER      -  SECOND    CLASS 0
 ML0035
 ML0035.The horizontal coordinates were scaled from a map and have
 ML0035.an estimated accuracy of +/- 6 seconds.
 ML0035
 ML0035.The orthometric height was determined by differential leveling and
 ML0035.adjusted by the NATIONAL GEODETIC SURVEY
 ML0035.in June 1991.
 ML0035
 ML0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0035.GEOID18 height accuracy estimate available here.
 ML0035
 ML0035.Click photographs - Photos may exist for this station.
 ML0035
 ML0035.The dynamic height is computed by dividing the NAVD 88
 ML0035.geopotential number by the normal gravity value computed on the
 ML0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0035.degrees latitude (g = 980.6199 gals.).
 ML0035
 ML0035.The modeled gravity was interpolated from observed gravity values.
 ML0035
 ML0035;                    North         East    Units  Estimated Accuracy
 ML0035;SPC NE       -   214,790.      659,880.      MT  (+/- 180 meters Scaled)
 ML0035
 ML0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM767226(NAD 83)
 ML0035
 ML0035                          SUPERSEDED SURVEY CONTROL
 ML0035
 ML0035  NGVD 29 (??/??/92)  553.504  (m)         1815.95   (f) ADJ UNCH    2 0
 ML0035
 ML0035.Superseded values are not recommended for survey control.
 ML0035
 ML0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0035.See file dsdata.pdf to determine how the superseded data were derived.
 ML0035
 ML0035_MARKER: DB = BENCH MARK DISK
 ML0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0035_STAMPING: L 206 1935
 ML0035_MARK LOGO: CGS
 ML0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0035+STABILITY: SURFACE MOTION
 ML0035
 ML0035  HISTORY     - Date     Condition        Report By
 ML0035  HISTORY     - 1935     MONUMENTED       CGS
 ML0035  HISTORY     - 1950     GOOD             CGS
 ML0035  HISTORY     - 1950     GOOD             CGS
 ML0035
 ML0035                          STATION DESCRIPTION
 ML0035
 ML0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0035'0.8 MI S FROM LORETTO.
 ML0035'0.8 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 ML0035'THE STATION AT LORETTO, 195 FEET SOUTH OF RAILROAD BRIDGE D
 ML0035'196, 133 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 14, 21
 ML0035'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO THE
 ML0035'FARMHOUSE OF ROY E. SALLACH, 45 FEET WEST OF THE WEST RAIL,
 ML0035'2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 ML0035'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 ML0035'THE GROUND.
 ML0035
 ML0035                          STATION RECOVERY (1950)
 ML0035
 ML0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0506 ***********************************************************************
 LG0506  DESIGNATION -  L 207
 LG0506  PID         -  LG0506
 LG0506  STATE/COUNTY-  NE/SEWARD
 LG0506  COUNTRY     -  US
 LG0506  USGS QUAD   -  SEWARD (2017)
 LG0506
 LG0506                         *CURRENT SURVEY CONTROL
 LG0506  ______________________________________________________________________
 LG0506* NAD 83(1986) POSITION- 40 53 19.96   (N) 097 05 42.24   (W)   HD_HELD1
 LG0506* NAVD 88 ORTHO HEIGHT -   439.234 (meters)     1441.05  (feet) ADJUSTED
 LG0506  ______________________________________________________________________
 LG0506  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 LG0506  DYNAMIC HEIGHT  -        439.001 (meters)     1440.29  (feet) COMP
 LG0506  MODELED GRAVITY -    980,081.3   (mgal)                       NAVD 88
 LG0506
 LG0506  VERT ORDER      -  SECOND    CLASS 0
 LG0506
 LG0506.The horizontal coordinates were determined by differentially corrected
 LG0506.hand held GPS observations or other comparable positioning techniques
 LG0506.and have an estimated accuracy of +/- 3 meters.
 LG0506
 LG0506.The orthometric height was determined by differential leveling and
 LG0506.adjusted by the NATIONAL GEODETIC SURVEY
 LG0506.in June 1991.
 LG0506
 LG0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0506.GEOID18 height accuracy estimate available here.
 LG0506
 LG0506.Click photographs - Photos may exist for this station.
 LG0506
 LG0506.The dynamic height is computed by dividing the NAVD 88
 LG0506.geopotential number by the normal gravity value computed on the
 LG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0506.degrees latitude (g = 980.6199 gals.).
 LG0506
 LG0506.The modeled gravity was interpolated from observed gravity values.
 LG0506
 LG0506;                    North         East    Units  Estimated Accuracy
 LG0506;SPC NE       -   121,305.4     744,701.6     MT  (+/- 3 meters HH1 GPS) 
 LG0506
 LG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6048028168(NAD 83)
 LG0506
 LG0506                          SUPERSEDED SURVEY CONTROL
 LG0506
 LG0506  NGVD 29 (??/??/92)  439.056  (m)         1440.47   (f) ADJ UNCH    2 0
 LG0506
 LG0506.Superseded values are not recommended for survey control.
 LG0506
 LG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0506.See file dsdata.pdf to determine how the superseded data were derived.
 LG0506
 LG0506_MARKER: DB = BENCH MARK DISK
 LG0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0506_SP_SET: ABUTMENT
 LG0506_STAMPING: L 207 1939
 LG0506_MARK LOGO: CGS
 LG0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0506+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 LG0506
 LG0506  HISTORY     - Date     Condition        Report By
 LG0506  HISTORY     - 1939     MONUMENTED       CGS
 LG0506  HISTORY     - 20100514 GOOD             INDIV
 LG0506  HISTORY     - 20110707 GOOD             USGS
 LG0506
 LG0506                          STATION DESCRIPTION
 LG0506
 LG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0506'1.2 MI S FROM SEWARD.
 LG0506'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0506'FROM THE STATION AT SEWARD, SEWARD COUNTY, AT BRIDGE 28.03,
 LG0506'IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH ABUTMENT, 12 FEET
 LG0506'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 9 FEET SOUTH OF THE
 LG0506'CENTER LINE OF A DIRT ROAD LEADING TO THE CITY DUMP, AND ABOUT
 LG0506'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LG0506'L 207 1939.
 LG0506
 LG0506                          STATION RECOVERY (2010)
 LG0506
 LG0506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 LG0506'RECOVERED IN GOOD CONDITION.
 LG0506
 LG0506                          STATION RECOVERY (2011)
 LG0506
 LG0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2011 (JRK)
 LG0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0024 ***********************************************************************
 LG0024  DESIGNATION -  L 208
 LG0024  PID         -  LG0024
 LG0024  STATE/COUNTY-  NE/OTOE
 LG0024  COUNTRY     -  US
 LG0024  USGS QUAD   -  UNADILLA (2017)
 LG0024
 LG0024                         *CURRENT SURVEY CONTROL
 LG0024  ______________________________________________________________________
 LG0024* NAD 83(1986) POSITION- 40 41 22.     (N) 096 16 52.     (W)   SCALED
 LG0024* NAVD 88 ORTHO HEIGHT -   330.310 (meters)     1083.69  (feet) ADJUSTED
 LG0024  ______________________________________________________________________
 LG0024  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 LG0024  DYNAMIC HEIGHT  -        330.158 (meters)     1083.19  (feet) COMP
 LG0024  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 LG0024
 LG0024  VERT ORDER      -  FIRST     CLASS II
 LG0024
 LG0024.The horizontal coordinates were scaled from a map and have
 LG0024.an estimated accuracy of +/- 6 seconds.
 LG0024
 LG0024.The orthometric height was determined by differential leveling and
 LG0024.adjusted by the NATIONAL GEODETIC SURVEY
 LG0024.in June 1991.
 LG0024
 LG0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0024.GEOID18 height accuracy estimate available here.
 LG0024
 LG0024.Click photographs - Photos may exist for this station.
 LG0024
 LG0024.The dynamic height is computed by dividing the NAVD 88
 LG0024.geopotential number by the normal gravity value computed on the
 LG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0024.degrees latitude (g = 980.6199 gals.).
 LG0024
 LG0024.The modeled gravity was interpolated from observed gravity values.
 LG0024
 LG0024;                    North         East    Units  Estimated Accuracy
 LG0024;SPC NE       -   101,810.      814,180.      MT  (+/- 180 meters Scaled)
 LG0024
 LG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297078(NAD 83)
 LG0024
 LG0024                          SUPERSEDED SURVEY CONTROL
 LG0024
 LG0024  NGVD 29 (??/??/92)  330.209  (m)         1083.36   (f) ADJ UNCH    1 2
 LG0024
 LG0024.Superseded values are not recommended for survey control.
 LG0024
 LG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0024.See file dsdata.pdf to determine how the superseded data were derived.
 LG0024
 LG0024_MARKER: DB = BENCH MARK DISK
 LG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0024_STAMPING: L 208 1940
 LG0024_MARK LOGO: CGS
 LG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0024+STABILITY: SURFACE MOTION
 LG0024
 LG0024  HISTORY     - Date     Condition        Report By
 LG0024  HISTORY     - 1940     MONUMENTED       CGS
 LG0024  HISTORY     - 1964     GOOD             USGS
 LG0024  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0024
 LG0024                          STATION DESCRIPTION
 LG0024
 LG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0024'0.7 MI NW FROM UNADILLA.
 LG0024'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0024'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 39.5 FEET
 LG0024'NORTHEAST OF MILEPOST 33, 53 FEET NORTH OF THE CENTERLINE OF THE
 LG0024'TRACK, 10 FEET EAST OF A CONCRETE GATEPOST, 1 FOOT SOUTH OF THE
 LG0024'RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 LG0024'A STANDARD DISK, STAMPED L 208 1940 AND SET IN THE TOP OF A CONCRETE
 LG0024'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0024
 LG0024                          STATION RECOVERY (1964)
 LG0024
 LG0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0024'RECOVERED IN GOOD CONDITION.
 LG0024
 LG0024                          STATION RECOVERY (1991)
 LG0024
 LG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0024'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0462 ***********************************************************************
 LG0462  DESIGNATION -  L 209
 LG0462  PID         -  LG0462
 LG0462  STATE/COUNTY-  NE/FILLMORE
 LG0462  COUNTRY     -  US
 LG0462  USGS QUAD   -  EXETER (2017)
 LG0462
 LG0462                         *CURRENT SURVEY CONTROL
 LG0462  ______________________________________________________________________
 LG0462* NAD 83(1986) POSITION- 40 38 41.96   (N) 097 27 48.60   (W)   HD_HELD1
 LG0462* NAVD 88 ORTHO HEIGHT -   490.391 (meters)     1608.89  (feet) ADJUSTED
 LG0462  ______________________________________________________________________
 LG0462  GEOID HEIGHT    -        -26.733 (meters)                     GEOID18
 LG0462  DYNAMIC HEIGHT  -        490.121 (meters)     1608.01  (feet) COMP
 LG0462  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 LG0462
 LG0462  VERT ORDER      -  FIRST     CLASS II
 LG0462
 LG0462.The horizontal coordinates were determined by differentially corrected
 LG0462.hand held GPS observations or other comparable positioning techniques
 LG0462.and have an estimated accuracy of +/- 3 meters.
 LG0462
 LG0462.The orthometric height was determined by differential leveling and
 LG0462.adjusted by the NATIONAL GEODETIC SURVEY
 LG0462.in May 1993.
 LG0462
 LG0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0462.GEOID18 height accuracy estimate available here.
 LG0462
 LG0462.Click photographs - Photos may exist for this station.
 LG0462
 LG0462.The dynamic height is computed by dividing the NAVD 88
 LG0462.geopotential number by the normal gravity value computed on the
 LG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0462.degrees latitude (g = 980.6199 gals.).
 LG0462
 LG0462.The modeled gravity was interpolated from observed gravity values.
 LG0462
 LG0462;                    North         East    Units  Estimated Accuracy
 LG0462;SPC NE       -    93,263.6     714,469.8     MT  (+/- 3 meters HH1 GPS) 
 LG0462
 LG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2991500483(NAD 83)
 LG0462
 LG0462                          SUPERSEDED SURVEY CONTROL
 LG0462
 LG0462  NAVD 88 (06/15/91)  490.384  (m)         1608.87   (f) SUPERSEDED  1 2
 LG0462  NGVD 29 (??/??/92)  490.217  (m)         1608.32   (f) ADJ UNCH    1 2
 LG0462
 LG0462.Superseded values are not recommended for survey control.
 LG0462
 LG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0462.See file dsdata.pdf to determine how the superseded data were derived.
 LG0462
 LG0462_MARKER: DB = BENCH MARK DISK
 LG0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0462_STAMPING: L 209 1940
 LG0462_MARK LOGO: CGS
 LG0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0462+STABILITY: SURFACE MOTION
 LG0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0462+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0462
 LG0462  HISTORY     - Date     Condition        Report By
 LG0462  HISTORY     - 1940     MONUMENTED       CGS
 LG0462  HISTORY     - 19911008 GOOD             NGS
 LG0462
 LG0462                          STATION DESCRIPTION
 LG0462
 LG0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0462'0.7 MI W FROM EXETER.
 LG0462'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0462'FROM THE STATION AT EXETER, FILLMORE COUNTY, 124 FEET NORTHEAST
 LG0462'OF THE CENTER OF A GRAVEL-ROAD CROSSING, 97 FEET NORTH OF THE
 LG0462'CENTERLINE OF THE ROAD, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 LG0462'AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0462'STAMPED L 209 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0462'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0462
 LG0462                          STATION RECOVERY (1991)
 LG0462
 LG0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0462'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0462'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LG0462'A GRAVELED ROAD, 28.9 M (94.8 FT) NORTH OF THE NEAR RAIL OF THE MAIN
 LG0462'TRACK, 22.5 M (73.8 FT) EAST OF THE ROAD CENTER, 12.4 M (40.7 FT)
 LG0462'EAST OF A FENCE CORNER, 11.5 M (37.7 FT) WEST-NORTHWEST OF A UTILITY
 LG0462'POLE WITH A METER ATTACHED, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 LG0462'TRACK, 0.8 M (2.6 FT) EAST OF A GATE POST, 0.3 M (1.0 FT) SOUTH OF A
 LG0462'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 LG0462'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0235 ***********************************************************************
 NO0235  DESIGNATION -  L 21
 NO0235  PID         -  NO0235
 NO0235  STATE/COUNTY-  NE/CHERRY
 NO0235  COUNTRY     -  US
 NO0235  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0235
 NO0235                         *CURRENT SURVEY CONTROL
 NO0235  ______________________________________________________________________
 NO0235* NAD 83(1986) POSITION- 42 22 02.12   (N) 101 01 53.68   (W)   HD_HELD1
 NO0235* NAVD 88 ORTHO HEIGHT -   961.345 (meters)     3154.01  (feet) ADJUSTED
 NO0235  ______________________________________________________________________
 NO0235  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 NO0235  DYNAMIC HEIGHT  -        960.885 (meters)     3152.50  (feet) COMP
 NO0235  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 NO0235
 NO0235  VERT ORDER      -  FIRST     CLASS II
 NO0235
 NO0235.The horizontal coordinates were determined by differentially corrected
 NO0235.hand held GPS observations or other comparable positioning techniques
 NO0235.and have an estimated accuracy of +/- 3 meters.
 NO0235
 NO0235.The orthometric height was determined by differential leveling and
 NO0235.adjusted by the NATIONAL GEODETIC SURVEY
 NO0235.in June 1991.
 NO0235
 NO0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0235.GEOID18 height accuracy estimate available here.
 NO0235
 NO0235.Click photographs - Photos may exist for this station.
 NO0235
 NO0235.The dynamic height is computed by dividing the NAVD 88
 NO0235.geopotential number by the normal gravity value computed on the
 NO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0235.degrees latitude (g = 980.6199 gals.).
 NO0235
 NO0235.The modeled gravity was interpolated from observed gravity values.
 NO0235
 NO0235;                    North         East    Units  Estimated Accuracy
 NO0235;SPC NE       -   281,847.4     415,047.6     MT  (+/- 3 meters HH1 GPS) 
 NO0235
 NO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3271792552(NAD 83)
 NO0235
 NO0235                          SUPERSEDED SURVEY CONTROL
 NO0235
 NO0235  NGVD 29 (??/??/92)  961.031  (m)         3152.98   (f) ADJ UNCH    1 2
 NO0235
 NO0235.Superseded values are not recommended for survey control.
 NO0235
 NO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0235.See file dsdata.pdf to determine how the superseded data were derived.
 NO0235
 NO0235_MARKER: DB = BENCH MARK DISK
 NO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0235_STAMPING: 3152.983 L 21 1933
 NO0235_MARK LOGO: CGS
 NO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0235+STABILITY: SURFACE MOTION
 NO0235
 NO0235  HISTORY     - Date     Condition        Report By
 NO0235  HISTORY     - 1933     MONUMENTED       CGS
 NO0235  HISTORY     - 1983     GOOD
 NO0235  HISTORY     - 19850918 GOOD             USPSQD
 NO0235  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0235
 NO0235                          STATION DESCRIPTION
 NO0235
 NO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0235'23 MI N FROM MULLEN.
 NO0235'IN CHERRY COUNTY, 23.0 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0235'HOOKER COUNTY, 2.3 MILES SOUTH OF NORTH LOUP RIVER, 20 FEET NORTH
 NO0235'OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE C.E. MAYHEW
 NO0235'RANCHHOUSE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 NO0235'3152.983 L 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0235'6 INCHES ABOVE GROUND.
 NO0235
 NO0235                          STATION RECOVERY (1983)
 NO0235
 NO0235'RECOVERED 1983
 NO0235'AT SITE WHERE MAYHEW RANCH HOUSE ONCE STOOD. FROM CENTERLINE OF
 NO0235'ROAD--679' WEST ALONG POWERLINE AND 36.6' NORTH OF POWER LINE. 107'
 NO0235'WEST OF 2ND POWER POLE FROM THE ROAD AND 36.6 NORTH-139.5
 NO0235'EAST-SOUTHEAST FROM A WELL. IN LINE WITH 4 TREES-94' EAST OF TREES
 NO0235'AND 19' NORTH OF TREE LINE.
 NO0235
 NO0235                          STATION RECOVERY (1985)
 NO0235
 NO0235'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEH)
 NO0235'RECOVERED IN GOOD CONDITION.
 NO0235
 NO0235                          STATION RECOVERY (1991)
 NO0235
 NO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0235'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1383 ***********************************************************************
 MK1383  DESIGNATION -  L 211
 MK1383  PID         -  MK1383
 MK1383  STATE/COUNTY-  NE/MERRICK
 MK1383  COUNTRY     -  US
 MK1383  USGS QUAD   -  HAVENS (2017)
 MK1383
 MK1383                         *CURRENT SURVEY CONTROL
 MK1383  ______________________________________________________________________
 MK1383* NAD 83(1986) POSITION- 41 15 27.     (N) 097 45 55.     (W)   SCALED
 MK1383* NAVD 88 ORTHO HEIGHT -   485.137 (meters)     1591.65  (feet) ADJUSTED
 MK1383  ______________________________________________________________________
 MK1383  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 MK1383  DYNAMIC HEIGHT  -        484.907 (meters)     1590.90  (feet) COMP
 MK1383  MODELED GRAVITY -    980,135.3   (mgal)                       NAVD 88
 MK1383
 MK1383  VERT ORDER      -  FIRST     CLASS II
 MK1383
 MK1383.The horizontal coordinates were scaled from a map and have
 MK1383.an estimated accuracy of +/- 6 seconds.
 MK1383
 MK1383.The orthometric height was determined by differential leveling and
 MK1383.adjusted by the NATIONAL GEODETIC SURVEY
 MK1383.in June 1991.
 MK1383
 MK1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1383.GEOID18 height accuracy estimate available here.
 MK1383
 MK1383.Click photographs - Photos may exist for this station.
 MK1383
 MK1383.The dynamic height is computed by dividing the NAVD 88
 MK1383.geopotential number by the normal gravity value computed on the
 MK1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1383.degrees latitude (g = 980.6199 gals.).
 MK1383
 MK1383.The modeled gravity was interpolated from observed gravity values.
 MK1383
 MK1383;                    North         East    Units  Estimated Accuracy
 MK1383;SPC NE       -   160,540.      687,200.      MT  (+/- 180 meters Scaled)
 MK1383
 MK1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL034680(NAD 83)
 MK1383
 MK1383                          SUPERSEDED SURVEY CONTROL
 MK1383
 MK1383  NGVD 29 (??/??/92)  484.931  (m)         1590.98   (f) ADJ UNCH    1 2
 MK1383
 MK1383.Superseded values are not recommended for survey control.
 MK1383
 MK1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1383.See file dsdata.pdf to determine how the superseded data were derived.
 MK1383
 MK1383_MARKER: DB = BENCH MARK DISK
 MK1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1383_STAMPING: L 211 1940
 MK1383_MARK LOGO: CGS
 MK1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1383+STABILITY: SURFACE MOTION
 MK1383
 MK1383  HISTORY     - Date     Condition        Report By
 MK1383  HISTORY     - 1940     MONUMENTED       CGS
 MK1383
 MK1383                          STATION DESCRIPTION
 MK1383
 MK1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1383'1 MI SW FROM HAVENS.
 MK1383'1.0 MILE SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT HAVENS.
 MK1383'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1383'55 FEET NORTH OF CENTERLINE OF HIGHWAY, 41 FEET SOUTH OF CENTERLINE
 MK1383'OF SOUTH MAIN TRACK, 17 FEET NORTHEAST OF MILEPOST NO. 109, 2.6
 MK1383'FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET,
 MK1383'IN LINE WITH TELEGRAPH POLES.  MONUMENT PROJECTS 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1155 ***********************************************************************
 MK1155  DESIGNATION -  L 212
 MK1155  PID         -  MK1155
 MK1155  STATE/COUNTY-  NE/MADISON
 MK1155  COUNTRY     -  US
 MK1155  USGS QUAD   -  ENOLA (2017)
 MK1155
 MK1155                         *CURRENT SURVEY CONTROL
 MK1155  ______________________________________________________________________
 MK1155* NAD 83(1986) POSITION- 41 59 32.     (N) 097 26 48.     (W)   SCALED
 MK1155* NAVD 88 ORTHO HEIGHT -   471.648 (meters)     1547.40  (feet) ADJUSTED
 MK1155  ______________________________________________________________________
 MK1155  GEOID HEIGHT    -        -24.769 (meters)                     GEOID18
 MK1155  DYNAMIC HEIGHT  -        471.463 (meters)     1546.79  (feet) COMP
 MK1155  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 MK1155
 MK1155  VERT ORDER      -  FIRST     CLASS II
 MK1155
 MK1155.The horizontal coordinates were scaled from a map and have
 MK1155.an estimated accuracy of +/- 6 seconds.
 MK1155
 MK1155.The orthometric height was determined by differential leveling and
 MK1155.adjusted by the NATIONAL GEODETIC SURVEY
 MK1155.in June 1991.
 MK1155
 MK1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1155.GEOID18 height accuracy estimate available here.
 MK1155
 MK1155.Click photographs - Photos may exist for this station.
 MK1155
 MK1155.The dynamic height is computed by dividing the NAVD 88
 MK1155.geopotential number by the normal gravity value computed on the
 MK1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1155.degrees latitude (g = 980.6199 gals.).
 MK1155
 MK1155.The modeled gravity was interpolated from observed gravity values.
 MK1155
 MK1155;                    North         East    Units  Estimated Accuracy
 MK1155;SPC NE       -   242,820.      711,480.      MT  (+/- 180 meters Scaled)
 MK1155
 MK1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM286500(NAD 83)
 MK1155
 MK1155                          SUPERSEDED SURVEY CONTROL
 MK1155
 MK1155  NGVD 29 (??/??/92)  471.470  (m)         1546.81   (f) ADJ UNCH    1 2
 MK1155
 MK1155.Superseded values are not recommended for survey control.
 MK1155
 MK1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1155.See file dsdata.pdf to determine how the superseded data were derived.
 MK1155
 MK1155_MARKER: DB = BENCH MARK DISK
 MK1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1155_STAMPING: L 212 1940
 MK1155_MARK LOGO: CGS
 MK1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1155+STABILITY: SURFACE MOTION
 MK1155
 MK1155  HISTORY     - Date     Condition        Report By
 MK1155  HISTORY     - 1940     MONUMENTED       CGS
 MK1155
 MK1155                          STATION DESCRIPTION
 MK1155
 MK1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1155'3.4 MI SW FROM NORFOLK.
 MK1155'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1155'0.3 MILE SOUTH OF THE CENTER OF INTERSECTION OF EAST-WEST ROAD
 MK1155'AND TRACK, 97 FEET WEST OF MILEPOST NO. 47, 47.5 FEET WEST
 MK1155'OF CENTERLINE OF TRACK, 3.2 FEET NORTH OF 4 X 4 INCH WHITE
 MK1155'WOODEN POST PROJECTING 1.8 FEET, 2.5 FEET EAST OF RIGHT-OF-WAY
 MK1155'FENCE.  MONUMENT PROJECTS 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1163 ***********************************************************************
 NM1163  DESIGNATION -  L 213
 NM1163  PID         -  NM1163
 NM1163  STATE/COUNTY-  NE/MADISON
 NM1163  COUNTRY     -  US
 NM1163  USGS QUAD   -  NORFOLK (2017)
 NM1163
 NM1163                         *CURRENT SURVEY CONTROL
 NM1163  ______________________________________________________________________
 NM1163* NAD 83(1986) POSITION- 42 02 37.     (N) 097 24 15.     (W)   SCALED
 NM1163* NAVD 88 ORTHO HEIGHT -   464.243 (meters)     1523.10  (feet) ADJUSTED
 NM1163  ______________________________________________________________________
 NM1163  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 NM1163  DYNAMIC HEIGHT  -        464.062 (meters)     1522.51  (feet) COMP
 NM1163  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 NM1163
 NM1163  VERT ORDER      -  FIRST     CLASS II
 NM1163
 NM1163.The horizontal coordinates were scaled from a map and have
 NM1163.an estimated accuracy of +/- 6 seconds.
 NM1163
 NM1163.The orthometric height was determined by differential leveling and
 NM1163.adjusted by the NATIONAL GEODETIC SURVEY
 NM1163.in June 1991.
 NM1163
 NM1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1163.GEOID18 height accuracy estimate available here.
 NM1163
 NM1163.Click photographs - Photos may exist for this station.
 NM1163
 NM1163.The dynamic height is computed by dividing the NAVD 88
 NM1163.geopotential number by the normal gravity value computed on the
 NM1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1163.degrees latitude (g = 980.6199 gals.).
 NM1163
 NM1163.The modeled gravity was interpolated from observed gravity values.
 NM1163
 NM1163;                    North         East    Units  Estimated Accuracy
 NM1163;SPC NE       -   248,630.      714,820.      MT  (+/- 180 meters Scaled)
 NM1163
 NM1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM320558(NAD 83)
 NM1163
 NM1163                          SUPERSEDED SURVEY CONTROL
 NM1163
 NM1163  NGVD 29 (??/??/92)  464.060  (m)         1522.50   (f) ADJ UNCH    1 2
 NM1163
 NM1163.Superseded values are not recommended for survey control.
 NM1163
 NM1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1163.See file dsdata.pdf to determine how the superseded data were derived.
 NM1163
 NM1163_MARKER: DB = BENCH MARK DISK
 NM1163_STAMPING: L 213 1940
 NM1163_MARK LOGO: CGS
 NM1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1163
 NM1163  HISTORY     - Date     Condition        Report By
 NM1163  HISTORY     - 1940     MONUMENTED       CGS
 NM1163  HISTORY     - 1947     GOOD             CGS
 NM1163
 NM1163                          STATION DESCRIPTION
 NM1163
 NM1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1163'0.8 MI NE FROM NORFOLK.
 NM1163'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE CHICAGO, ST. PAUL,
 NM1163'MINNEAPOLIS AND OMAHA RR, 150 FEET SOUTH OF RR, CULVERT NO. S-139
 NM1163'56 FEET NORTHEAST OF CENTER OF INTERSECTION OF EAST-WEST PRIVATE
 NM1163'ROAD AND TRACK, 45 FEET EAST OF CENTERLINE OF TRACK, 28 FEET
 NM1163'NORTH OF CENTERLINE OF PRIVATE ROAD, 2.8 FEET SOUTH OF 4 X 4
 NM1163'INCH WHITE WOODEN POST PROJECTING 1.8 FEET, 1.7 FEET WEST OF
 NM1163'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0166 ***********************************************************************
 NP0166  DESIGNATION -  L 214
 NP0166  PID         -  NP0166
 NP0166  STATE/COUNTY-  NE/BOX BUTTE
 NP0166  COUNTRY     -  US
 NP0166  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0166
 NP0166                         *CURRENT SURVEY CONTROL
 NP0166  ______________________________________________________________________
 NP0166* NAD 83(1986) POSITION- 42 05 44.     (N) 102 48 00.     (W)   SCALED
 NP0166* NAVD 88 ORTHO HEIGHT -  1204.089 (meters)     3950.42  (feet) POSTED
 NP0166  ______________________________________________________________________
 NP0166  GEOID HEIGHT    -        -18.691 (meters)                     GEOID18
 NP0166  DYNAMIC HEIGHT  -       1203.39  (meters)     3948.1   (feet) COMP
 NP0166  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 NP0166
 NP0166  VERT ORDER      -  * POSTED, SEE BELOW
 NP0166
 NP0166.The horizontal coordinates were scaled from a map and have
 NP0166.an estimated accuracy of +/- 6 seconds.
 NP0166
 NP0166.The orthometric height was determined by differential leveling
 NP0166.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0166
 NP0166.* This is a POSTED BENCH MARK height.
 NP0166
 NP0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0166.GEOID18 height accuracy estimate available here.
 NP0166
 NP0166.Click photographs - Photos may exist for this station.
 NP0166
 NP0166.The dynamic height is computed by dividing the NAVD 88
 NP0166.geopotential number by the normal gravity value computed on the
 NP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0166.degrees latitude (g = 980.6199 gals.).
 NP0166
 NP0166.The modeled gravity was interpolated from observed gravity values.
 NP0166
 NP0166;                    North         East    Units  Estimated Accuracy
 NP0166;SPC NE       -   254,920.      268,470.      MT  (+/- 180 meters Scaled)
 NP0166
 NP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG819627(NAD 83)
 NP0166
 NP0166                          SUPERSEDED SURVEY CONTROL
 NP0166
 NP0166  NGVD 29 (??/??/92) 1203.515  (m)         3948.53   (f) ADJ UNCH    2 0
 NP0166
 NP0166.Superseded values are not recommended for survey control.
 NP0166
 NP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0166.See file dsdata.pdf to determine how the superseded data were derived.
 NP0166
 NP0166_MARKER: DB = BENCH MARK DISK
 NP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0166_STAMPING: L 214 1940
 NP0166_MARK LOGO: CGS
 NP0166_PROJECTION: FLUSH
 NP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0166+STABILITY: SURFACE MOTION
 NP0166
 NP0166  HISTORY     - Date     Condition        Report By
 NP0166  HISTORY     - 1940     MONUMENTED       CGS
 NP0166  HISTORY     - 1967     GOOD             CGS
 NP0166
 NP0166                          STATION DESCRIPTION
 NP0166
 NP0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0166'3.6 MI E FROM ALLIANCE.
 NP0166'THE DESCRIPTION IS MODIFIED TO READ AS FOLLOWS-- THE MARK IS
 NP0166'SITUATED 3.6 MILES EAST ALONG THE CHICAGO-BURLINGTON AND QUINCY
 NP0166'RAILROAD FROM THE STATION AT ALLIANCE, 600 FEET EAST OF MILEPOST
 NP0166'362, 47.3 FT SOUTH OF THE CENTERLINE OF THE TRACKS, 36.0 FT.
 NP0166'SOUTHEAST FROM THE SOUTHEAST CORNER OF A HAND CAR SET-OFF,
 NP0166'19.8 FT EAST OF A 3 IN DIAMETER CONCRETE FENCE POST, AND 2.0 FT.
 NP0166'WEST OF C AND GS WITNESS POST SIGN.  THE STATION IS A STANDARD
 NP0166'DISK STAMPED L 214 1940 SET IN TOP OF CONCRETE POST IMBEDDED
 NP0166'FLUSH WITH THE GROUND.  NOTE-- CONCRETE HAD BEEN CHIPPED AWAY FROM
 NP0166'THE NORTHWEST CORNER OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0537 ***********************************************************************
 LF0537  DESIGNATION -  L 215
 LF0537  PID         -  LF0537
 LF0537  STATE/COUNTY-  NE/RICHARDSON
 LF0537  COUNTRY     -  US
 LF0537  USGS QUAD   -  SALEM (2017)
 LF0537
 LF0537                         *CURRENT SURVEY CONTROL
 LF0537  ______________________________________________________________________
 LF0537* NAD 83(1986) POSITION- 40 04 46.     (N) 095 42 38.     (W)   SCALED
 LF0537* NAVD 88 ORTHO HEIGHT -   279.588 (meters)      917.28  (feet) ADJUSTED
 LF0537  ______________________________________________________________________
 LF0537  GEOID HEIGHT    -        -30.244 (meters)                     GEOID18
 LF0537  DYNAMIC HEIGHT  -        279.430 (meters)      916.76  (feet) COMP
 LF0537  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 LF0537
 LF0537  VERT ORDER      -  SECOND    CLASS 0
 LF0537
 LF0537.The horizontal coordinates were scaled from a map and have
 LF0537.an estimated accuracy of +/- 6 seconds.
 LF0537
 LF0537.The orthometric height was determined by differential leveling and
 LF0537.adjusted by the NATIONAL GEODETIC SURVEY
 LF0537.in June 1991.
 LF0537
 LF0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0537.GEOID18 height accuracy estimate available here.
 LF0537
 LF0537.Click photographs - Photos may exist for this station.
 LF0537
 LF0537.The dynamic height is computed by dividing the NAVD 88
 LF0537.geopotential number by the normal gravity value computed on the
 LF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0537.degrees latitude (g = 980.6199 gals.).
 LF0537
 LF0537.The modeled gravity was interpolated from observed gravity values.
 LF0537
 LF0537;                    North         East    Units  Estimated Accuracy
 LF0537;SPC NE       -    36,400.      865,710.      MT  (+/- 180 meters Scaled)
 LF0537
 LF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE688400(NAD 83)
 LF0537
 LF0537                          SUPERSEDED SURVEY CONTROL
 LF0537
 LF0537  NGVD 29 (??/??/92)  279.505  (m)          917.01   (f) ADJ UNCH    2 0
 LF0537
 LF0537.Superseded values are not recommended for survey control.
 LF0537
 LF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0537.See file dsdata.pdf to determine how the superseded data were derived.
 LF0537
 LF0537_MARKER: DB = BENCH MARK DISK
 LF0537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF0537+WITH SETTING: PAVEMENT
 LF0537_SP_SET: SEMAPHORE BASE
 LF0537_STAMPING: L 215 1945
 LF0537_MARK LOGO: CGS
 LF0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0537+STABILITY: SURFACE MOTION
 LF0537
 LF0537  HISTORY     - Date     Condition        Report By
 LF0537  HISTORY     - 1945     MONUMENTED       CGS
 LF0537
 LF0537                          STATION DESCRIPTION
 LF0537
 LF0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0537'AT SALEM.
 LF0537'AT SALEM, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ON THE
 LF0537'NORTH SIDE OF THE STATION, BETWEEN THE TICKET OFFICE AND THE
 LF0537'TRACK, AT A SEMAPHORE, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LF0537'BASE, ON THE SOUTH SIDE OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 LF0537'THAN THE TRACK.  A STANDARD DISK, STAMPED L 215 1945.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0048 ***********************************************************************
 NN0048  DESIGNATION -  L 216
 NN0048  PID         -  NN0048
 NN0048  STATE/COUNTY-  NE/BOYD
 NN0048  COUNTRY     -  US
 NN0048  USGS QUAD   -  MONOWI (2017)
 NN0048
 NN0048                         *CURRENT SURVEY CONTROL
 NN0048  ______________________________________________________________________
 NN0048* NAD 83(1986) POSITION- 42 52 17.41   (N) 098 22 07.28   (W)   HD_HELD1
 NN0048* NAVD 88 ORTHO HEIGHT -   503.666 (meters)     1652.44  (feet) ADJUSTED
 NN0048  ______________________________________________________________________
 NN0048  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 NN0048  DYNAMIC HEIGHT  -        503.494 (meters)     1651.88  (feet) COMP
 NN0048  MODELED GRAVITY -    980,263.6   (mgal)                       NAVD 88
 NN0048
 NN0048  VERT ORDER      -  SECOND    CLASS 0
 NN0048
 NN0048.The horizontal coordinates were determined by differentially corrected
 NN0048.hand held GPS observations or other comparable positioning techniques
 NN0048.and have an estimated accuracy of +/- 3 meters.
 NN0048
 NN0048.The orthometric height was determined by differential leveling and
 NN0048.adjusted by the NATIONAL GEODETIC SURVEY
 NN0048.in June 1991.
 NN0048
 NN0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0048.GEOID18 height accuracy estimate available here.
 NN0048
 NN0048.Click photographs - Photos may exist for this station.
 NN0048
 NN0048.The dynamic height is computed by dividing the NAVD 88
 NN0048.geopotential number by the normal gravity value computed on the
 NN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0048.degrees latitude (g = 980.6199 gals.).
 NN0048
 NN0048.The modeled gravity was interpolated from observed gravity values.
 NN0048
 NN0048;                    North         East    Units  Estimated Accuracy
 NN0048;SPC NE       -   338,604.1     633,280.1     MT  (+/- 3 meters HH1 GPS) 
 NN0048
 NN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5156446738(NAD 83)
 NN0048
 NN0048                          SUPERSEDED SURVEY CONTROL
 NN0048
 NN0048  NGVD 29 (??/??/92)  503.395  (m)         1651.56   (f) ADJ UNCH    2 0
 NN0048
 NN0048.Superseded values are not recommended for survey control.
 NN0048
 NN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0048.See file dsdata.pdf to determine how the superseded data were derived.
 NN0048
 NN0048_MARKER: DB = BENCH MARK DISK
 NN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0048_STAMPING: L 216 1946
 NN0048_MARK LOGO: CGS
 NN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0048+STABILITY: SURFACE MOTION
 NN0048
 NN0048  HISTORY     - Date     Condition        Report By
 NN0048  HISTORY     - 1946     MONUMENTED       CGS
 NN0048
 NN0048                          STATION DESCRIPTION
 NN0048
 NN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0048'5 MI NW FROM MONOWI.
 NN0048'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0048'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0048'NORTH 3.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0048'MARK IS AT THE INTERSECTION OF TWO GRADED DIRT ROADS, 29.0
 NN0048'FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NN0048'NORTH-SOUTH ROAD, 29.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0048'EAST-WEST ROAD, 5.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST
 NN0048'OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.
 NN0048'A BRONZE DISK STAMPED 216 1946 SET IN THE TOP OF A CONCRETE POST
 NN0048'WHICH PROJECTS 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0187 ***********************************************************************
 NN0187  DESIGNATION -  L 217
 NN0187  PID         -  NN0187
 NN0187  STATE/COUNTY-  NE/HOLT
 NN0187  COUNTRY     -  US
 NN0187  USGS QUAD   -  INMAN (2017)
 NN0187
 NN0187                         *CURRENT SURVEY CONTROL
 NN0187  ______________________________________________________________________
 NN0187* NAD 83(1986) POSITION- 42 24 04.     (N) 098 33 13.     (W)   SCALED
 NN0187* NAVD 88 ORTHO HEIGHT -   590.200 (meters)     1936.35  (feet) ADJUSTED
 NN0187  ______________________________________________________________________
 NN0187  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 NN0187  DYNAMIC HEIGHT  -        589.976 (meters)     1935.61  (feet) COMP
 NN0187  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 NN0187
 NN0187  VERT ORDER      -  FIRST     CLASS II
 NN0187
 NN0187.The horizontal coordinates were scaled from a map and have
 NN0187.an estimated accuracy of +/- 6 seconds.
 NN0187
 NN0187.The orthometric height was determined by differential leveling and
 NN0187.adjusted by the NATIONAL GEODETIC SURVEY
 NN0187.in June 1991.
 NN0187
 NN0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0187.GEOID18 height accuracy estimate available here.
 NN0187
 NN0187.Click photographs - Photos may exist for this station.
 NN0187
 NN0187.The dynamic height is computed by dividing the NAVD 88
 NN0187.geopotential number by the normal gravity value computed on the
 NN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0187.degrees latitude (g = 980.6199 gals.).
 NN0187
 NN0187.The modeled gravity was interpolated from observed gravity values.
 NN0187
 NN0187;                    North         East    Units  Estimated Accuracy
 NN0187;SPC NE       -   286,100.      619,050.      MT  (+/- 180 meters Scaled)
 NN0187
 NN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM367944(NAD 83)
 NN0187
 NN0187                          SUPERSEDED SURVEY CONTROL
 NN0187
 NN0187  NGVD 29 (??/??/92)  590.004  (m)         1935.70   (f) ADJ UNCH    1 2
 NN0187
 NN0187.Superseded values are not recommended for survey control.
 NN0187
 NN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0187.See file dsdata.pdf to determine how the superseded data were derived.
 NN0187
 NN0187_MARKER: DB = BENCH MARK DISK
 NN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0187_STAMPING: L 217 1946
 NN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0187+STABILITY: SURFACE MOTION
 NN0187
 NN0187  HISTORY     - Date     Condition        Report By
 NN0187  HISTORY     - 1946     MONUMENTED       CGS
 NN0187
 NN0187                          STATION DESCRIPTION
 NN0187
 NN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0187'8.7 MI SE FROM O NEILL.
 NN0187'8.7 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0187'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE, THENCE
 NN0187'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5 MILES
 NN0187'EAST, 0.8 MILE SOUTH, 2.6 MILES EAST, AND 2.5 MILES SOUTH ALONG
 NN0187'GRADED DIRT ROADS, IT IS AT THE INTERSECTION OF U.S. HIGHWAY
 NN0187'20, 125 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30
 NN0187'FEET EAST OF THE CENTERLINE OF THE ROAD, 20.5 FEET WEST OF A
 NN0187'20-INCH COTTONWOOD TREE, 2.5 FEET SOUTHWEST OF A FENCE CORNER,
 NN0187'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0187'ROAD.  A STANDARD DISK STAMPED L 217 1946 AND SET IN THE TOP
 NN0187'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0425 ***********************************************************************
 NN0425  DESIGNATION -  L 218
 NN0425  PID         -  NN0425
 NN0425  STATE/COUNTY-  NE/HOLT
 NN0425  COUNTRY     -  US
 NN0425  USGS QUAD   -  STUART SE (2017)
 NN0425
 NN0425                         *CURRENT SURVEY CONTROL
 NN0425  ______________________________________________________________________
 NN0425* NAD 83(1986) POSITION- 42 36 31.96   (N) 099 06 29.76   (W)   HD_HELD1
 NN0425* NAVD 88 ORTHO HEIGHT -   659.595 (meters)     2164.02  (feet) ADJUSTED
 NN0425  ______________________________________________________________________
 NN0425  GEOID HEIGHT    -        -24.072 (meters)                     GEOID18
 NN0425  DYNAMIC HEIGHT  -        659.338 (meters)     2163.18  (feet) COMP
 NN0425  MODELED GRAVITY -    980,210.1   (mgal)                       NAVD 88
 NN0425
 NN0425  VERT ORDER      -  SECOND    CLASS 0
 NN0425
 NN0425.The horizontal coordinates were determined by differentially corrected
 NN0425.hand held GPS observations or other comparable positioning techniques
 NN0425.and have an estimated accuracy of +/- 3 meters.
 NN0425
 NN0425.The orthometric height was determined by differential leveling and
 NN0425.adjusted by the NATIONAL GEODETIC SURVEY
 NN0425.in June 1991.
 NN0425
 NN0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0425.GEOID18 height accuracy estimate available here.
 NN0425
 NN0425.Click photographs - Photos may exist for this station.
 NN0425
 NN0425.The dynamic height is computed by dividing the NAVD 88
 NN0425.geopotential number by the normal gravity value computed on the
 NN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0425.degrees latitude (g = 980.6199 gals.).
 NN0425
 NN0425.The modeled gravity was interpolated from observed gravity values.
 NN0425
 NN0425;                    North         East    Units  Estimated Accuracy
 NN0425;SPC NE       -   308,552.7     573,159.6     MT  (+/- 3 meters HH1 GPS) 
 NN0425
 NN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9111917388(NAD 83)
 NN0425
 NN0425                          SUPERSEDED SURVEY CONTROL
 NN0425
 NN0425  NGVD 29 (??/??/92)  659.360  (m)         2163.25   (f) ADJ UNCH    2 0
 NN0425
 NN0425.Superseded values are not recommended for survey control.
 NN0425
 NN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0425.See file dsdata.pdf to determine how the superseded data were derived.
 NN0425
 NN0425_MARKER: DB = BENCH MARK DISK
 NN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0425_STAMPING: L 218 1946
 NN0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0425+STABILITY: SURFACE MOTION
 NN0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0425+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2021
 NN0425
 NN0425  HISTORY     - Date     Condition        Report By
 NN0425  HISTORY     - 1946     MONUMENTED       CGS
 NN0425  HISTORY     - 20210708 GOOD             NEGS
 NN0425
 NN0425                          STATION DESCRIPTION
 NN0425
 NN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0425'4.1 MI NE FROM STUART.
 NN0425'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0425'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0425'NO. 20, THENCE NORTH 1.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0425'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0425'AN EAST-WEST DIRT ROAD, 26.0 FEET EAST OF AND ABOUT LEVEL WITH
 NN0425'THE CENTER LINE OF THE GRAVELED ROAD, 37.0 FEET NORTH OF THE
 NN0425'CENTER LINE OF THE DIRT ROAD, 4.6 FEET NORTH OF A FENCE CORNER,
 NN0425'1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN
 NN0425'MARKER POST.  A BRONZE DISK STAMPED L 218 1946 SET IN THE TOP
 NN0425'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 NN0425
 NN0425                          STATION RECOVERY (2021)
 NN0425
 NN0425'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0425'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NORTH MAIN
 NN0425'STREET AT STUART, NE., GO EAST-SOUTHEAST ON U.S. HIGHWAY 20
 NN0425'APPROXIMATELY 2.0 MI (3.2 KM) TO THE INTERSECTION WITH COUNTY ROAD 469
 NN0425'AVENUE.  TURN LEFT (NORTH) ONTO COUNTY ROAD 469 AND GO APPROXIMATELY
 NN0425'1.8 MI (2.9 KM) TO THE INTERSECTION WITH 882 ROAD AND THE MARK IN THE
 NN0425'NORTHEAST CORNER OF THE INTERSECTION.  NOT RECOMMENDED FOR GPS DUE TO
 NN0425'PROXIMITY OF STREET SIGNS.
 NN0425'
 NN0425'THE MARK IS 35 FT (10.7 M) NORTH OF THE CENTERLINE OF 882 ROAD, 28 FT
 NN0425'(8.5 M) EAST OF THE CENTERLINE OF 469 AVENUE, 2.9 FT (0.9 M) SOUTH OF
 NN0425'NEAR FACE OF A CORNER POST, 1.1 FT (0.3 M) EAST-NORTHEAST OF A STREET
 NN0425'SIGN POST AND 5.6 FT (1.7 M) NORTH OF A STOP SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0336 ***********************************************************************
 NN0336  DESIGNATION -  L 219
 NN0336  PID         -  NN0336
 NN0336  STATE/COUNTY-  NE/HOLT
 NN0336  COUNTRY     -  US
 NN0336  USGS QUAD   -  STUART SE (2017)
 NN0336
 NN0336                         *CURRENT SURVEY CONTROL
 NN0336  ______________________________________________________________________
 NN0336* NAD 83(1986) POSITION- 42 33 27.     (N) 099 02 08.     (W)   SCALED
 NN0336* NAVD 88 ORTHO HEIGHT -   645.268 (meters)     2117.02  (feet) ADJUSTED
 NN0336  ______________________________________________________________________
 NN0336  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 NN0336  DYNAMIC HEIGHT  -        645.013 (meters)     2116.18  (feet) COMP
 NN0336  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 NN0336
 NN0336  VERT ORDER      -  FIRST     CLASS II
 NN0336
 NN0336.The horizontal coordinates were scaled from a map and have
 NN0336.an estimated accuracy of +/- 6 seconds.
 NN0336
 NN0336.The orthometric height was determined by differential leveling and
 NN0336.adjusted by the NATIONAL GEODETIC SURVEY
 NN0336.in June 1991.
 NN0336
 NN0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0336.GEOID18 height accuracy estimate available here.
 NN0336
 NN0336.Click photographs - Photos may exist for this station.
 NN0336
 NN0336.The dynamic height is computed by dividing the NAVD 88
 NN0336.geopotential number by the normal gravity value computed on the
 NN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0336.degrees latitude (g = 980.6199 gals.).
 NN0336
 NN0336.The modeled gravity was interpolated from observed gravity values.
 NN0336
 NN0336;                    North         East    Units  Estimated Accuracy
 NN0336;SPC NE       -   302,910.      579,190.      MT  (+/- 180 meters Scaled)
 NN0336
 NN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN970116(NAD 83)
 NN0336
 NN0336                          SUPERSEDED SURVEY CONTROL
 NN0336
 NN0336  NGVD 29 (??/??/92)  645.038  (m)         2116.26   (f) ADJ UNCH    1 2
 NN0336
 NN0336.Superseded values are not recommended for survey control.
 NN0336
 NN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0336.See file dsdata.pdf to determine how the superseded data were derived.
 NN0336
 NN0336_MARKER: DB = BENCH MARK DISK
 NN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0336_STAMPING: L 219 1946
 NN0336_MARK LOGO: CGS
 NN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0336+STABILITY: SURFACE MOTION
 NN0336
 NN0336  HISTORY     - Date     Condition        Report By
 NN0336  HISTORY     - 1946     MONUMENTED       CGS
 NN0336
 NN0336                          STATION DESCRIPTION
 NN0336
 NN0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0336'3.5 MI NW FROM ATKINSON.
 NN0336'3.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0336'FROM THE STATION AT ATKINSON, HOLT COUNTY, 103 FEET NORTH ACROSS
 NN0336'THE TRACK FROM THE FOURTH POLE NORTHWEST OF MILEPOST 177, 90
 NN0336'FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 NN0336'A CULVERT UNDER U.S. HIGHWAY 20, 48.6 FEET SOUTHWEST OF THE
 NN0336'CENTERLINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE CENTERLINE OF
 NN0336'THE TRACK, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1
 NN0336'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 219 1946
 NN0336'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0336'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0148 ***********************************************************************
 MM0148  DESIGNATION -  L 22
 MM0148  PID         -  MM0148
 MM0148  STATE/COUNTY-  NE/MCPHERSON
 MM0148  COUNTRY     -  US
 MM0148  USGS QUAD   -  TRYON NW (2017)
 MM0148
 MM0148                         *CURRENT SURVEY CONTROL
 MM0148  ______________________________________________________________________
 MM0148* NAD 83(1986) POSITION- 41 43 21.32   (N) 100 58 07.62   (W)   HD_HELD1
 MM0148* NAVD 88 ORTHO HEIGHT -  1010.093 (meters)     3313.95  (feet) ADJUSTED
 MM0148  ______________________________________________________________________
 MM0148  GEOID HEIGHT    -        -21.141 (meters)                     GEOID18
 MM0148  DYNAMIC HEIGHT  -       1009.520 (meters)     3312.07  (feet) COMP
 MM0148  MODELED GRAVITY -    980,020.6   (mgal)                       NAVD 88
 MM0148
 MM0148  VERT ORDER      -  FIRST     CLASS II
 MM0148
 MM0148.The horizontal coordinates were determined by differentially corrected
 MM0148.hand held GPS observations or other comparable positioning techniques
 MM0148.and have an estimated accuracy of +/- 3 meters.
 MM0148
 MM0148.The orthometric height was determined by differential leveling and
 MM0148.adjusted by the NATIONAL GEODETIC SURVEY
 MM0148.in June 1994.
 MM0148
 MM0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0148.GEOID18 height accuracy estimate available here.
 MM0148
 MM0148.Click photographs - Photos may exist for this station.
 MM0148
 MM0148.The dynamic height is computed by dividing the NAVD 88
 MM0148.geopotential number by the normal gravity value computed on the
 MM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0148.degrees latitude (g = 980.6199 gals.).
 MM0148
 MM0148.The modeled gravity was interpolated from observed gravity values.
 MM0148
 MM0148;                    North         East    Units  Estimated Accuracy
 MM0148;SPC NE       -   210,207.2     419,416.5     MT  (+/- 3 meters HH1 GPS) 
 MM0148
 MM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3624020849(NAD 83)
 MM0148
 MM0148                          SUPERSEDED SURVEY CONTROL
 MM0148
 MM0148  NAVD 88 (06/15/91) 1010.107  (m)         3313.99   (f) SUPERSEDED  1 2
 MM0148  NGVD 29 (02/14/92) 1009.741  (m)         3312.79   (f) ADJUSTED    1 2
 MM0148  NGVD 29 (??/??/87) 1009.751  (m)         3312.82   (f) SUPERSEDED  1 2
 MM0148
 MM0148.Superseded values are not recommended for survey control.
 MM0148
 MM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0148.See file dsdata.pdf to determine how the superseded data were derived.
 MM0148
 MM0148_MARKER: DB = BENCH MARK DISK
 MM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0148_STAMPING: L 22 1933 3312.825
 MM0148_MARK LOGO: CGS
 MM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0148+STABILITY: SURFACE MOTION
 MM0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0148+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0148
 MM0148  HISTORY     - Date     Condition        Report By
 MM0148  HISTORY     - 1933     MONUMENTED       CGS
 MM0148  HISTORY     - 19910820 GOOD             NGS
 MM0148  HISTORY     - 20150609 GOOD             NEGS
 MM0148
 MM0148                          STATION DESCRIPTION
 MM0148
 MM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0148'13 MI N FROM TRYON.
 MM0148'13.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0148'TRYON, MC PHERSON COUNTY, 1.4 MILES SOUTH OF THE MC PHERSON-HOOKER
 MM0148'COUNTY LINE, ABOUT 1/2 MILE SOUTHEAST OF BASSETT RANCH, AT THE
 MM0148'RANCH ENTRANCE AND CATTLE GATE, 17 YARDS WEST OF THE CENTERLINE
 MM0148'OF THE OLD HIGHWAY, 5 YARDS SOUTH OF THE CENTERLINE OF THE RANCH
 MM0148'ENTRANCE ROAD, AND 1 YARD NORTH OF A FENCE.  A STANDARD DISK,
 MM0148'STAMPED 3312.825 L 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0148'PROJECTING 6 INCHES ABOVE GROUND.
 MM0148
 MM0148                          STATION RECOVERY (1991)
 MM0148
 MM0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0148'19.2 KM (11.95 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0148'COURTHOUSE IN TRYON, 380.0 M (1246.7 FT) WEST OF THE HIGHWAY
 MM0148'CENTERLINE, 15.0 M (49.2 FT) WEST OF THE CENTER OF A GATE, 0.6 M (2.0
 MM0148'FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.15
 MM0148'M (0.49 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 MM0148'PROPERTY OWNED BY LAVERNE NEAL, HC 71, BOX 12, TRYON, NE 69167,
 MM0148'TELEPHONE NUMBER (308) 587-2341.
 MM0148
 MM0148                          STATION RECOVERY (2015)
 MM0148
 MM0148'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0483 ***********************************************************************
 NN0483  DESIGNATION -  L 220
 NN0483  PID         -  NN0483
 NN0483  STATE/COUNTY-  NE/ROCK
 NN0483  COUNTRY     -  US
 NN0483  USGS QUAD   -  NEWPORT SW (2017)
 NN0483
 NN0483                         *CURRENT SURVEY CONTROL
 NN0483  ______________________________________________________________________
 NN0483* NAD 83(1986) POSITION- 42 35 56.03   (N) 099 29 58.04   (W)   HD_HELD1
 NN0483* NAVD 88 ORTHO HEIGHT -   701.569 (meters)     2301.73  (feet) ADJUSTED
 NN0483  ______________________________________________________________________
 NN0483  GEOID HEIGHT    -        -23.372 (meters)                     GEOID18
 NN0483  DYNAMIC HEIGHT  -        701.286 (meters)     2300.80  (feet) COMP
 NN0483  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 NN0483
 NN0483  VERT ORDER      -  FIRST     CLASS II
 NN0483
 NN0483.The horizontal coordinates were determined by differentially corrected
 NN0483.hand held GPS observations or other comparable positioning techniques
 NN0483.and have an estimated accuracy of +/- 3 meters.
 NN0483
 NN0483.The orthometric height was determined by differential leveling and
 NN0483.adjusted by the NATIONAL GEODETIC SURVEY
 NN0483.in June 1991.
 NN0483
 NN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0483.GEOID18 height accuracy estimate available here.
 NN0483
 NN0483.Click photographs - Photos may exist for this station.
 NN0483
 NN0483.The dynamic height is computed by dividing the NAVD 88
 NN0483.geopotential number by the normal gravity value computed on the
 NN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0483.degrees latitude (g = 980.6199 gals.).
 NN0483
 NN0483.The modeled gravity was interpolated from observed gravity values.
 NN0483
 NN0483;                    North         East    Units  Estimated Accuracy
 NN0483;SPC NE       -   307,185.8     541,072.6     MT  (+/- 3 meters HH1 GPS) 
 NN0483
 NN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5902616395(NAD 83)
 NN0483
 NN0483                          SUPERSEDED SURVEY CONTROL
 NN0483
 NN0483  NGVD 29 (??/??/92)  701.324  (m)         2300.93   (f) ADJ UNCH    1 2
 NN0483
 NN0483.Superseded values are not recommended for survey control.
 NN0483
 NN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0483.See file dsdata.pdf to determine how the superseded data were derived.
 NN0483
 NN0483_MARKER: DB = BENCH MARK DISK
 NN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0483_STAMPING: L 220 1946
 NN0483_MARK LOGO: CGS
 NN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0483+STABILITY: SURFACE MOTION
 NN0483
 NN0483  HISTORY     - Date     Condition        Report By
 NN0483  HISTORY     - 1946     MONUMENTED       CGS
 NN0483  HISTORY     - 1982     GOOD             LOCSUR
 NN0483
 NN0483                          STATION DESCRIPTION
 NN0483
 NN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0483'2 MI E FROM BASSETT.
 NN0483'2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0483'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0483'119 FEET EAST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTH OF THE
 NN0483'CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 NN0483'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0483'TRACK.  A STANDARD DISK, STAMPED L 220 1946 AND SET IN THE TOP
 NN0483'OF A CONCRETE POST, PROJECTING 3 INCHES ABOVE GROUND.
 NN0483
 NN0483                          STATION RECOVERY (1982)
 NN0483
 NN0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1252 ***********************************************************************
 NM1252  DESIGNATION -  L 221
 NM1252  PID         -  NM1252
 NM1252  STATE/COUNTY-  NE/PIERCE
 NM1252  COUNTRY     -  US
 NM1252  USGS QUAD   -  FOSTER (2017)
 NM1252
 NM1252                         *CURRENT SURVEY CONTROL
 NM1252  ______________________________________________________________________
 NM1252* NAD 83(1986) POSITION- 42 17 25.     (N) 097 41 39.     (W)   SCALED
 NM1252* NAVD 88 ORTHO HEIGHT -   503.323 (meters)     1651.32  (feet) ADJUSTED
 NM1252  ______________________________________________________________________
 NM1252  GEOID HEIGHT    -        -24.962 (meters)                     GEOID18
 NM1252  DYNAMIC HEIGHT  -        503.135 (meters)     1650.70  (feet) COMP
 NM1252  MODELED GRAVITY -    980,231.8   (mgal)                       NAVD 88
 NM1252
 NM1252  VERT ORDER      -  FIRST     CLASS II
 NM1252
 NM1252.The horizontal coordinates were scaled from a map and have
 NM1252.an estimated accuracy of +/- 6 seconds.
 NM1252
 NM1252.The orthometric height was determined by differential leveling and
 NM1252.adjusted by the NATIONAL GEODETIC SURVEY
 NM1252.in June 1991.
 NM1252
 NM1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1252.GEOID18 height accuracy estimate available here.
 NM1252
 NM1252.Click photographs - Photos may exist for this station.
 NM1252
 NM1252.The dynamic height is computed by dividing the NAVD 88
 NM1252.geopotential number by the normal gravity value computed on the
 NM1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1252.degrees latitude (g = 980.6199 gals.).
 NM1252
 NM1252.The modeled gravity was interpolated from observed gravity values.
 NM1252
 NM1252;                    North         East    Units  Estimated Accuracy
 NM1252;SPC NE       -   275,330.      690,100.      MT  (+/- 180 meters Scaled)
 NM1252
 NM1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM076828(NAD 83)
 NM1252
 NM1252                          SUPERSEDED SURVEY CONTROL
 NM1252
 NM1252  NGVD 29 (??/??/92)  503.144  (m)         1650.73   (f) ADJ UNCH    1 2
 NM1252
 NM1252.Superseded values are not recommended for survey control.
 NM1252
 NM1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1252.See file dsdata.pdf to determine how the superseded data were derived.
 NM1252
 NM1252_MARKER: DB = BENCH MARK DISK
 NM1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1252_STAMPING: L 221 1946
 NM1252_MARK LOGO: CGS
 NM1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1252+STABILITY: SURFACE MOTION
 NM1252
 NM1252  HISTORY     - Date     Condition        Report By
 NM1252  HISTORY     - 1946     MONUMENTED       CGS
 NM1252  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1252
 NM1252                          STATION DESCRIPTION
 NM1252
 NM1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1252'2 MI NW FROM FOSTER.
 NM1252'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO
 NM1252'AND NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, 180
 NM1252'FEET WEST OF C. AND N.W. RY. MILEPOST 25, 45 FEET SOUTHWEST OF
 NM1252'THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE RIGHT-OF-WAY
 NM1252'FENCE, 1 FOOT WEST OF ANOTHER FENCE, 1 FOOT WEST OF A WHITE WOODEN
 NM1252'WITNESS POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NM1252'DISK, STAMPED L 221 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1252'PROJECTING 4 INCHES ABOVE GROUND.
 NM1252
 NM1252                          STATION RECOVERY (1999)
 NM1252
 NM1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1252'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1252'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0148 ***********************************************************************
 NN0148  DESIGNATION -  L 222
 NN0148  PID         -  NN0148
 NN0148  STATE/COUNTY-  NE/ANTELOPE
 NN0148  COUNTRY     -  US
 NN0148  USGS QUAD   -  ORCHARD (2017)
 NN0148
 NN0148                         *CURRENT SURVEY CONTROL
 NN0148  ______________________________________________________________________
 NN0148* NAD 83(1986) POSITION- 42 20 06.     (N) 098 08 46.     (W)   SCALED
 NN0148* NAVD 88 ORTHO HEIGHT -   579.015 (meters)     1899.65  (feet) ADJUSTED
 NN0148  ______________________________________________________________________
 NN0148  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 NN0148  DYNAMIC HEIGHT  -        578.784 (meters)     1898.89  (feet) COMP
 NN0148  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 NN0148
 NN0148  VERT ORDER      -  FIRST     CLASS II
 NN0148
 NN0148.The horizontal coordinates were scaled from a map and have
 NN0148.an estimated accuracy of +/- 6 seconds.
 NN0148
 NN0148.The orthometric height was determined by differential leveling and
 NN0148.adjusted by the NATIONAL GEODETIC SURVEY
 NN0148.in June 1991.
 NN0148
 NN0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0148.GEOID18 height accuracy estimate available here.
 NN0148
 NN0148.Click photographs - Photos may exist for this station.
 NN0148
 NN0148.The dynamic height is computed by dividing the NAVD 88
 NN0148.geopotential number by the normal gravity value computed on the
 NN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0148.degrees latitude (g = 980.6199 gals.).
 NN0148
 NN0148.The modeled gravity was interpolated from observed gravity values.
 NN0148
 NN0148;                    North         East    Units  Estimated Accuracy
 NN0148;SPC NE       -   279,400.      652,740.      MT  (+/- 180 meters Scaled)
 NN0148
 NN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM703873(NAD 83)
 NN0148
 NN0148                          SUPERSEDED SURVEY CONTROL
 NN0148
 NN0148  NGVD 29 (??/??/92)  578.810  (m)         1898.98   (f) ADJ UNCH    1 2
 NN0148
 NN0148.Superseded values are not recommended for survey control.
 NN0148
 NN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0148.See file dsdata.pdf to determine how the superseded data were derived.
 NN0148
 NN0148_MARKER: DB = BENCH MARK DISK
 NN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0148_STAMPING: L 222 1946
 NN0148_MARK LOGO: CGS
 NN0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0148+STABILITY: SURFACE MOTION
 NN0148
 NN0148  HISTORY     - Date     Condition        Report By
 NN0148  HISTORY     - 1946     MONUMENTED       CGS
 NN0148  HISTORY     - 19940815 GOOD             NEDR
 NN0148
 NN0148                          STATION DESCRIPTION
 NN0148
 NN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0148'1.2 MI W FROM ROYAL.
 NN0148'1.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0148'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0148'ROAD, 48 FEET WEST OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTH
 NN0148'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NN0148'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NN0148'THE HIGHWAY.  A STANDARD DISK, STAMPED L 222 1946 AND SET IN THE
 NN0148'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0148
 NN0148                          STATION RECOVERY (1994)
 NN0148
 NN0148'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0148'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0148'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION FOR THE RESET
 NN0148'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7407 ***********************************************************************
 AA7407  DESIGNATION -  L 222 RESET
 AA7407  PID         -  AA7407
 AA7407  STATE/COUNTY-  NE/ANTELOPE
 AA7407  COUNTRY     -  US
 AA7407  USGS QUAD   -  ORCHARD (2017)
 AA7407
 AA7407                         *CURRENT SURVEY CONTROL
 AA7407  ______________________________________________________________________
 AA7407* NAD 83(1986) POSITION- 42 20 06.     (N) 098 08 46.     (W)   SCALED
 AA7407* NAVD 88 ORTHO HEIGHT -   577.90  (+/-2cm)     1896.0   (feet) VERTCON
 AA7407  ______________________________________________________________________
 AA7407  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 AA7407  VERT ORDER      -  THIRD (See Below)
 AA7407
 AA7407.The horizontal coordinates were scaled from a map and have
 AA7407.an estimated accuracy of +/- 6 seconds.
 AA7407
 AA7407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7407
 AA7407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7407.GEOID18 height accuracy estimate available here.
 AA7407
 AA7407.The vertical order pertains to the NGVD 29 superseded value.
 AA7407
 AA7407.Click photographs - Photos may exist for this station.
 AA7407
 AA7407;                    North         East    Units  Estimated Accuracy
 AA7407;SPC NE       -   279,400.      652,740.      MT  (+/- 180 meters Scaled)
 AA7407
 AA7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM703873(NAD 83)
 AA7407
 AA7407                          SUPERSEDED SURVEY CONTROL
 AA7407
 AA7407  NGVD 29 (01/31/13)  577.70   (m)         1895.3    (f) RESET       3  
 AA7407
 AA7407.Superseded values are not recommended for survey control.
 AA7407
 AA7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7407.See file dsdata.pdf to determine how the superseded data were derived.
 AA7407
 AA7407_MARKER: DV = VERTICAL CONTROL DISK
 AA7407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7407_STAMPING: L 222 RESET 1994
 AA7407_MARK LOGO: NGS
 AA7407_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7407+STABILITY: SURFACE MOTION
 AA7407
 AA7407  HISTORY     - Date     Condition        Report By
 AA7407  HISTORY     - 1994     MONUMENTED       NEDR
 AA7407
 AA7407                          STATION DESCRIPTION
 AA7407
 AA7407'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7407'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) WEST FROM ROYAL AND NEAR THE
 AA7407'NORTHWEST CORNER OF SEC9, T27N, R7W AND ON PUBLIC RIGHT-OF-WAY. TO
 AA7407'REACH THE MARK FROM THE WATER TOWER IN ROYAL, GO WEST ON U.S. HIGHWAY
 AA7407'20 FOR 1.1 MI (1.8 KM) TO A MINIMUM MAINTAINED, COUNTY ROAD ON THE
 AA7407'LEFT.  TURN LEFT AND GO SOUTH ON THE COUNTY ROAD FOR 0.132 KM (0.10
 AA7407'MI) TO THE MARK ON THE LEFT. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7407'CONCRETE POST THAT IS RECESSED 0.10 M (0.33 FT) BELOW THE GROUND
 AA7407'SURFACE.  IT IS 131.67 M (431.99 FT) SOUTH FROM THE CENTERLINE OF THE
 AA7407'HIGHWAY, 3.72 M (12.20 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 AA7407'26.440 M (86.745 FT) SOUTHEAST FROM A NAIL AND WASHER IN A 36-IN
 AA7407'DIAMETER COTTONWOOD TREE, 22.010 M (72.211 FT) NORTHEAST FROM A NAIL
 AA7407'AND WASHER IN A 48-INCH DIAMETER COTTONWOOD TREE, 17.325 M (56.840 FT)
 AA7407'EAST FROM A NAIL AND WASHER IN A 24-INCH DIAMETER COTTONWOOD TREE AND
 AA7407'0.660 M (2.165 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0431 ***********************************************************************
 NN0431  DESIGNATION -  L 223
 NN0431  PID         -  NN0431
 NN0431  STATE/COUNTY-  NE/KEYA PAHA
 NN0431  COUNTRY     -  US
 NN0431  USGS QUAD   -  MILLS (2017)
 NN0431
 NN0431                         *CURRENT SURVEY CONTROL
 NN0431  ______________________________________________________________________
 NN0431* NAD 83(1986) POSITION- 42 55 38.     (N) 099 26 01.     (W)   SCALED
 NN0431* NAVD 88 ORTHO HEIGHT -   619.879 (meters)     2033.72  (feet) ADJUSTED
 NN0431  ______________________________________________________________________
 NN0431  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 NN0431  DYNAMIC HEIGHT  -        619.646 (meters)     2032.96  (feet) COMP
 NN0431  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 NN0431
 NN0431  VERT ORDER      -  FIRST     CLASS II
 NN0431
 NN0431.The horizontal coordinates were scaled from a map and have
 NN0431.an estimated accuracy of +/- 6 seconds.
 NN0431
 NN0431.The orthometric height was determined by differential leveling and
 NN0431.adjusted by the NATIONAL GEODETIC SURVEY
 NN0431.in June 1991.
 NN0431
 NN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0431.GEOID18 height accuracy estimate available here.
 NN0431
 NN0431.Click photographs - Photos may exist for this station.
 NN0431
 NN0431.The dynamic height is computed by dividing the NAVD 88
 NN0431.geopotential number by the normal gravity value computed on the
 NN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0431.degrees latitude (g = 980.6199 gals.).
 NN0431
 NN0431.The modeled gravity was interpolated from observed gravity values.
 NN0431
 NN0431;                    North         East    Units  Estimated Accuracy
 NN0431;SPC NE       -   343,690.      546,240.      MT  (+/- 180 meters Scaled)
 NN0431
 NN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646528(NAD 83)
 NN0431
 NN0431                          SUPERSEDED SURVEY CONTROL
 NN0431
 NN0431  NGVD 29 (??/??/92)  619.593  (m)         2032.78   (f) ADJ UNCH    1 2
 NN0431
 NN0431.Superseded values are not recommended for survey control.
 NN0431
 NN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0431.See file dsdata.pdf to determine how the superseded data were derived.
 NN0431
 NN0431_MARKER: DB = BENCH MARK DISK
 NN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0431_STAMPING: L 223 1946
 NN0431_MARK LOGO: CGS
 NN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0431+STABILITY: SURFACE MOTION
 NN0431
 NN0431  HISTORY     - Date     Condition        Report By
 NN0431  HISTORY     - 1946     MONUMENTED       CGS
 NN0431
 NN0431                          STATION DESCRIPTION
 NN0431
 NN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0431'5.1 MI W FROM BROCKSBURG.
 NN0431'ALONG A GRADED COUNTY ROAD, 5.1 MILES WEST OF BROCKSBURG SCHOOL,
 NN0431'NEAR A SECTION CORNER, OUTSIDE A CURVE IN THE ROAD, 27 FEET SOUTH
 NN0431'OF THE CENTER OF AN EAST-WEST ROAD, 36 FEET EAST OF THE CENTER
 NN0431'OF A NORTH-SOUTH ROAD, 13 FEET EAST OF A CORNER FENCE POST, 2
 NN0431'FEET NORTH OF A FENCE, 2 FEET WEST OF WITNESS POST.  A BRONZE
 NN0431'DISK STAMPED L 223 1946 SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0435 ***********************************************************************
 NN0435  DESIGNATION -  L 224
 NN0435  PID         -  NN0435
 NN0435  STATE/COUNTY-  NE/KEYA PAHA
 NN0435  COUNTRY     -  US
 NN0435  USGS QUAD   -  MILLS (2017)
 NN0435
 NN0435                         *CURRENT SURVEY CONTROL
 NN0435  ______________________________________________________________________
 NN0435* NAD 83(1986) POSITION- 42 56 25.     (N) 099 29 35.     (W)   SCALED
 NN0435* NAVD 88 ORTHO HEIGHT -   619.969 (meters)     2034.02  (feet) ADJUSTED
 NN0435  ______________________________________________________________________
 NN0435  GEOID HEIGHT    -        -24.588 (meters)                     GEOID18
 NN0435  DYNAMIC HEIGHT  -        619.733 (meters)     2033.24  (feet) COMP
 NN0435  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 NN0435
 NN0435  VERT ORDER      -  FIRST     CLASS II
 NN0435
 NN0435.The horizontal coordinates were scaled from a map and have
 NN0435.an estimated accuracy of +/- 6 seconds.
 NN0435
 NN0435.The orthometric height was determined by differential leveling and
 NN0435.adjusted by the NATIONAL GEODETIC SURVEY
 NN0435.in June 1991.
 NN0435
 NN0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0435.GEOID18 height accuracy estimate available here.
 NN0435
 NN0435.Click photographs - Photos may exist for this station.
 NN0435
 NN0435.The dynamic height is computed by dividing the NAVD 88
 NN0435.geopotential number by the normal gravity value computed on the
 NN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0435.degrees latitude (g = 980.6199 gals.).
 NN0435
 NN0435.The modeled gravity was interpolated from observed gravity values.
 NN0435
 NN0435;                    North         East    Units  Estimated Accuracy
 NN0435;SPC NE       -   345,110.      541,380.      MT  (+/- 180 meters Scaled)
 NN0435
 NN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN597543(NAD 83)
 NN0435
 NN0435                          SUPERSEDED SURVEY CONTROL
 NN0435
 NN0435  NGVD 29 (??/??/92)  619.682  (m)         2033.07   (f) ADJ UNCH    1 2
 NN0435
 NN0435.Superseded values are not recommended for survey control.
 NN0435
 NN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0435.See file dsdata.pdf to determine how the superseded data were derived.
 NN0435
 NN0435_MARKER: DB = BENCH MARK DISK
 NN0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0435_STAMPING: L 224 1946
 NN0435_MARK LOGO: CGS
 NN0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0435+STABILITY: SURFACE MOTION
 NN0435
 NN0435  HISTORY     - Date     Condition        Report By
 NN0435  HISTORY     - 1946     MONUMENTED       CGS
 NN0435
 NN0435                          STATION DESCRIPTION
 NN0435
 NN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0435'2.3 MI W FROM MILLS.
 NN0435'ALONG A GRADED COUNTY ROAD, 2.3 MILES WEST OF MILLS POST OFFICE,
 NN0435'NEAR A SECTION CORNER, 26 FEET NORTH OF THE CENTER OF THE MAIN
 NN0435'ROAD, 55 FEET EAST OF THE CENTER OF A SIDE ROAD, 13 FEET EAST OF
 NN0435'THE EAST END OF A GATE, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 NN0435'WITNESS POST.  A BRONZE DISK STAMPED L 224 1946 SET IN THE TOP
 NN0435'OF CONCRETE POST.  NOTE-- POST HAS BEEN HIT, CORNER WAS BROKEN
 NN0435'AND CAP WAS DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1189 ***********************************************************************
 NM1189  DESIGNATION -  L 225
 NM1189  PID         -  NM1189
 NM1189  STATE/COUNTY-  NE/WAYNE
 NM1189  COUNTRY     -  US
 NM1189  USGS QUAD   -  WINSIDE (2017)
 NM1189
 NM1189                         *CURRENT SURVEY CONTROL
 NM1189  ______________________________________________________________________
 NM1189* NAD 83(1986) POSITION- 42 11 30.     (N) 097 08 04.     (W)   SCALED
 NM1189* NAVD 88 ORTHO HEIGHT -   494.733 (meters)     1623.14  (feet) ADJUSTED
 NM1189  ______________________________________________________________________
 NM1189  GEOID HEIGHT    -        -24.842 (meters)                     GEOID18
 NM1189  DYNAMIC HEIGHT  -        494.554 (meters)     1622.55  (feet) COMP
 NM1189  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 NM1189
 NM1189  VERT ORDER      -  FIRST     CLASS II
 NM1189
 NM1189.The horizontal coordinates were scaled from a map and have
 NM1189.an estimated accuracy of +/- 6 seconds.
 NM1189
 NM1189.The orthometric height was determined by differential leveling and
 NM1189.adjusted by the NATIONAL GEODETIC SURVEY
 NM1189.in June 1991.
 NM1189
 NM1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1189.GEOID18 height accuracy estimate available here.
 NM1189
 NM1189.Click photographs - Photos may exist for this station.
 NM1189
 NM1189.The dynamic height is computed by dividing the NAVD 88
 NM1189.geopotential number by the normal gravity value computed on the
 NM1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1189.degrees latitude (g = 980.6199 gals.).
 NM1189
 NM1189.The modeled gravity was interpolated from observed gravity values.
 NM1189
 NM1189;                    North         East    Units  Estimated Accuracy
 NM1189;SPC NE       -   265,760.      736,590.      MT  (+/- 180 meters Scaled)
 NM1189
 NM1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM540727(NAD 83)
 NM1189
 NM1189                          SUPERSEDED SURVEY CONTROL
 NM1189
 NM1189  NGVD 29 (??/??/92)  494.546  (m)         1622.52   (f) ADJ UNCH    1 2
 NM1189
 NM1189.Superseded values are not recommended for survey control.
 NM1189
 NM1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1189.See file dsdata.pdf to determine how the superseded data were derived.
 NM1189
 NM1189_MARKER: DB = BENCH MARK DISK
 NM1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1189_STAMPING: L 225 1947
 NM1189_MARK LOGO: CGS
 NM1189_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1189+STABILITY: SURFACE MOTION
 NM1189
 NM1189  HISTORY     - Date     Condition        Report By
 NM1189  HISTORY     - 1947     MONUMENTED       CGS
 NM1189
 NM1189                          STATION DESCRIPTION
 NM1189
 NM1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1189'3.2 MI NE FROM WINSIDE.
 NM1189'TO REACH FROM THE HIGH SCHOOL AT WINSIDE, PROCEED 2.25 MILES EAST
 NM1189'ALONG STATE HIGHWAY NO. 35 TO A DIRT CROSS ROAD, THENCE 0.95 MILE
 NM1189'NORTH ALONG A DIRT ROAD TO A SMALL HOUSE AT A DIRT CROSS ROAD.
 NM1189'BENCH MARK IS 170.5 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL
 NM1189'HOUSE, 100.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD,
 NM1189'31.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 4.5 FEET
 NM1189'SOUTHEAST OF POWER LINE POLE NO. H31N1, 3.0 FEET SOUTH OF THE CENTER
 NM1189'OF AN EAST-WEST DIRT ROAD, 4.5 FEET SOUTHEAST OF POWER LINE POLE
 NM1189'NO. H31N1, 3.0 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE
 NM1189'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0509 ***********************************************************************
 NN0509  DESIGNATION -  L 226
 NN0509  PID         -  NN0509
 NN0509  STATE/COUNTY-  NE/BROWN
 NN0509  COUNTRY     -  US
 NN0509  USGS QUAD   -  AINSWORTH (2017)
 NN0509
 NN0509                         *CURRENT SURVEY CONTROL
 NN0509  ______________________________________________________________________
 NN0509* NAD 83(1986) POSITION- 42 32 59.     (N) 099 49 37.     (W)   SCALED
 NN0509* NAVD 88 ORTHO HEIGHT -   764.702 (meters)     2508.86  (feet) ADJUSTED
 NN0509  ______________________________________________________________________
 NN0509  GEOID HEIGHT    -        -22.683 (meters)                     GEOID18
 NN0509  DYNAMIC HEIGHT  -        764.380 (meters)     2507.80  (feet) COMP
 NN0509  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 NN0509
 NN0509  VERT ORDER      -  FIRST     CLASS II
 NN0509
 NN0509.The horizontal coordinates were scaled from a map and have
 NN0509.an estimated accuracy of +/- 6 seconds.
 NN0509
 NN0509.The orthometric height was determined by differential leveling and
 NN0509.adjusted by the NATIONAL GEODETIC SURVEY
 NN0509.in June 1991.
 NN0509
 NN0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0509.GEOID18 height accuracy estimate available here.
 NN0509
 NN0509.Click photographs - Photos may exist for this station.
 NN0509
 NN0509.The dynamic height is computed by dividing the NAVD 88
 NN0509.geopotential number by the normal gravity value computed on the
 NN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0509.degrees latitude (g = 980.6199 gals.).
 NN0509
 NN0509.The modeled gravity was interpolated from observed gravity values.
 NN0509
 NN0509;                    North         East    Units  Estimated Accuracy
 NN0509;SPC NE       -   301,620.      514,210.      MT  (+/- 180 meters Scaled)
 NN0509
 NN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN321111(NAD 83)
 NN0509
 NN0509                          SUPERSEDED SURVEY CONTROL
 NN0509
 NN0509  NGVD 29 (??/??/92)  764.409  (m)         2507.90   (f) ADJ UNCH    1 2
 NN0509
 NN0509.Superseded values are not recommended for survey control.
 NN0509
 NN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0509.See file dsdata.pdf to determine how the superseded data were derived.
 NN0509
 NN0509_MARKER: DB = BENCH MARK DISK
 NN0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0509_STAMPING: L 226 1946
 NN0509_MARK LOGO: CGS
 NN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0509+STABILITY: SURFACE MOTION
 NN0509
 NN0509  HISTORY     - Date     Condition        Report By
 NN0509  HISTORY     - 1946     MONUMENTED       CGS
 NN0509
 NN0509                          STATION DESCRIPTION
 NN0509
 NN0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0509'1.9 MI E FROM AINSWORTH.
 NN0509'1.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0509'AT AINSWORTH, BROWN COUNTY, AT THE SOUTHEAST CORNER OF THE
 NN0509'AINSWORTH MUNICIPAL AIRPORT, 91 FEET NORTH OF THE CENTERLINE
 NN0509'OF THE HIGHWAY, 62 FEET NORTH OF THE SOUTHWEST CORNER OF A
 NN0509'CEMETERY, 49 FEET NORTH OF THE SOUTHEAST CORNER OF THE AIRPORT,
 NN0509'5 FEET WEST OF A ROW OF CEDAR TREES, 1 FOOT NORTH OF A WHITE
 NN0509'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 NN0509'DISK, STAMPED L 226 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0509'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0020 ***********************************************************************
 NO0020  CBN         -  This is a Cooperative Base Network Control Station.
 NO0020  DESIGNATION -  L 227
 NO0020  PID         -  NO0020
 NO0020  STATE/COUNTY-  NE/CHERRY
 NO0020  COUNTRY     -  US
 NO0020  USGS QUAD   -  WOOD LAKE (2017)
 NO0020
 NO0020                         *CURRENT SURVEY CONTROL
 NO0020  ______________________________________________________________________
 NO0020* NAD 83(2011) POSITION- 42 37 59.10485(N) 100 13 29.59743(W)   ADJUSTED
 NO0020* NAD 83(2011) ELLIP HT-   795.210 (meters)        (06/27/12)   ADJUSTED
 NO0020* NAD 83(2011) EPOCH   -  2010.00
 NO0020* NAVD 88 ORTHO HEIGHT -   817.260 (meters)     2681.29  (feet) ADJUSTED
 NO0020  ______________________________________________________________________
 NO0020  GEOID HEIGHT    -        -22.056 (meters)                     GEOID18
 NO0020  NAD 83(2011) X  -   -834,350.336 (meters)                     COMP
 NO0020  NAD 83(2011) Y  - -4,625,594.737 (meters)                     COMP
 NO0020  NAD 83(2011) Z  -  4,298,141.344 (meters)                     COMP
 NO0020  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 NO0020  DYNAMIC HEIGHT  -        816.919 (meters)     2680.18  (feet) COMP
 NO0020  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 NO0020
 NO0020  VERT ORDER      -  FIRST     CLASS II
 NO0020
 NO0020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0020  Standards:
 NO0020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0020  -------------------------------------------------------------------
 NO0020  NETWORK    0.64   1.72           0.30   0.20   0.88      0.00261682
 NO0020  -------------------------------------------------------------------
 NO0020  Click here for local accuracies and other accuracy information.
 NO0020
 NO0020.The horizontal coordinates were established by GPS observations
 NO0020.and adjusted by the National Geodetic Survey in June 2012.
 NO0020
 NO0020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0020.been affixed to the stable North American tectonic plate. See 
 NO0020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0020
 NO0020.The horizontal coordinates are valid at the epoch date displayed above
 NO0020.which is a decimal equivalence of Year/Month/Day.
 NO0020
 NO0020.The orthometric height was determined by differential leveling and
 NO0020.adjusted by the NATIONAL GEODETIC SURVEY
 NO0020.in June 1991.
 NO0020
 NO0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0020.GEOID18 height accuracy estimate available here.
 NO0020
 NO0020.Click photographs - Photos may exist for this station.
 NO0020
 NO0020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0020
 NO0020.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0020
 NO0020.The ellipsoidal height was determined by GPS observations
 NO0020.and is referenced to NAD 83.
 NO0020
 NO0020.The dynamic height is computed by dividing the NAVD 88
 NO0020.geopotential number by the normal gravity value computed on the
 NO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0020.degrees latitude (g = 980.6199 gals.).
 NO0020
 NO0020.The modeled gravity was interpolated from observed gravity values.
 NO0020
 NO0020. The following values were computed from the NAD 83(2011) position.
 NO0020
 NO0020;                    North         East     Units Scale Factor Converg.
 NO0020;SPC NE       -   310,888.060   481,556.407   MT  0.99985250   -0 08 56.5
 NO0020;SPC NE       - 1,019,971.91  1,579,906.31   sFT  0.99985250   -0 08 56.5
 NO0020;UTM  14      - 4,720,797.943   399,568.735   MT  0.99972409   -0 49 46.9
 NO0020
 NO0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0020!SPC NE       -   0.99987530  x   0.99985250  =   0.99972782
 NO0020!UTM  14      -   0.99987530  x   0.99972409  =   0.99959943
 NO0020
 NO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9956820797(NAD 83)
 NO0020
 NO0020                          SUPERSEDED SURVEY CONTROL
 NO0020
 NO0020  NAD 83(2007)-  42 37 59.10472(N)    100 13 29.59859(W) AD(2002.00) 0
 NO0020  ELLIP H (02/10/07)  795.238  (m)                       GP(2002.00)    
 NO0020  ELLIP H (09/24/01)  795.209  (m)                       GP(       ) 4 1
 NO0020  NAD 83(1995)-  42 37 59.10435(N)    100 13 29.59842(W) AD(       ) B
 NO0020  ELLIP H (06/25/96)  795.267  (m)                       GP(       ) 1 1
 NO0020  NAVD 88             817.26   (m)         2681.3    (f) LEVELING    3  
 NO0020  NGVD 29 (??/??/92)  816.969  (m)         2680.34   (f) ADJ UNCH    1 2
 NO0020
 NO0020.Superseded values are not recommended for survey control.
 NO0020
 NO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0020.See file dsdata.pdf to determine how the superseded data were derived.
 NO0020
 NO0020_MARKER: DB = BENCH MARK DISK
 NO0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0020_STAMPING: L 227 1946
 NO0020_MARK LOGO: CGS
 NO0020_PROJECTION: PROJECTING 10 CENTIMETERS
 NO0020_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0020+STABILITY: SURFACE MOTION
 NO0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0020+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 NO0020
 NO0020  HISTORY     - Date     Condition        Report By
 NO0020  HISTORY     - 1946     MONUMENTED       CGS
 NO0020  HISTORY     - 1975     GOOD             NGS
 NO0020  HISTORY     - 19950406 GOOD             NGS
 NO0020  HISTORY     - 20221115 GOOD             NEGS
 NO0020
 NO0020                          STATION DESCRIPTION
 NO0020
 NO0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0020'0.3 MI S FROM WOOD LAKE.
 NO0020'0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 NO0020'WOOD LAKE, CHERRY COUNTY, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY
 NO0020'20, 1 POLE WEST OF CHICAGO AND NORTH WESTERN RAILWAY MILEPOST
 NO0020'243, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 76 FEET
 NO0020'NORTH OF THE CENTERLINE OF THE HIGHWAY, 56 FEET SOUTH OF THE
 NO0020'CENTERLINE OF THE C. AND N.W. RY. TRACK, 22 FEET EAST OF THE
 NO0020'CENTERLINE OF THE DIRT ROAD, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NO0020'POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NO0020'STAMPED L 227 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0020'4 INCHES ABOVE GROUND.
 NO0020
 NO0020                          STATION RECOVERY (1975)
 NO0020
 NO0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0020'RECOVERED IN GOOD CONDITION.
 NO0020
 NO0020                          STATION RECOVERY (1995)
 NO0020
 NO0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0020'TO REACH THE MARK FROM THE WOOD LAKE POST OFFICE, GO SOUTH FOR 0.3 MI
 NO0020'(0.5 KM) TO U.S. HIGHWAY 20.  TURN LEFT AND GO SOUTHEAST ON THE
 NO0020'HIGHWAY FOR 0.65 MI (1.05 KM) TO AN ENTRANCE ROAD INTO A PASTURE, A
 NO0020'WINDMILL AND THE MARK ON THE LEFT, ON THE NORTHEAST RIGHT-OF-WAY OF
 NO0020'THE HIGHWAY, ADJACENT TO AN ABANDONED RAILROAD GRADE, NOW OWNED BY THE
 NO0020'NEBRASKA GAMES AND PARKS COMMISSION, ABOUT 350 FT (106.7 M)
 NO0020'SOUTH-SOUTHEAST FROM THE WINDMILL, IN THE NE1/4, SEC27, T31N, R25W.
 NO0020'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 NO0020'FLUSH WITH THE GROUND.  IT IS 73.5 FT (22.4 M) NORTHEAST FROM THE
 NO0020'CENTERLINE OF THE HIGHWAY, 155.6 FT (47.4 M) SOUTH FROM THE WEST
 NO0020'GATEPOST OF A WIRE GATE INTO THE PASTURE, 27.5 FT (8.4 M) SOUTHEAST
 NO0020'FROM THE CENTERLINE OF THE ENTRANCE ROAD, 1.5 FT (0.5 M) EAST OF A
 NO0020'FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M) WEST FROM A METAL WITNESS
 NO0020'POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
 NO0020
 NO0020                          STATION RECOVERY (2022)
 NO0020
 NO0020'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (MH)
 NO0020'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND MAIN STREET AT WOOD
 NO0020'LAKE, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 0.67 MI (1.08 KM)
 NO0020'TO THE MARK ON THE LEFT (NORTHEAST). THE MARK IS 28.5 FT (8.7 M)
 NO0020'SOUTHEAST OF THE CENTERLINE OF AN ENTRANCE DRIVE (NORTH), 1.5 FT (0.5
 NO0020'M) EAST OF THE BOTTOM OF AN ORANGE FIBERGLASS WITNESS POST, 1.0 FT
 NO0020'(0.3 M) WEST OF THE BOTTOM OF A STEEL WITNESS POST AND 73.5 FT (22.4
 NO0020'M) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0029 ***********************************************************************
 NO0029  DESIGNATION -  L 228
 NO0029  PID         -  NO0029
 NO0029  STATE/COUNTY-  NE/CHERRY
 NO0029  COUNTRY     -  US
 NO0029  USGS QUAD   -  ARABIA (2017)
 NO0029
 NO0029                         *CURRENT SURVEY CONTROL
 NO0029  ______________________________________________________________________
 NO0029* NAD 83(1986) POSITION- 42 42 10.20   (N) 100 20 41.79   (W)   HD_HELD1
 NO0029* NAVD 88 ORTHO HEIGHT -   827.269 (meters)     2714.13  (feet) ADJUSTED
 NO0029  ______________________________________________________________________
 NO0029  GEOID HEIGHT    -        -21.938 (meters)                     GEOID18
 NO0029  DYNAMIC HEIGHT  -        826.929 (meters)     2713.02  (feet) COMP
 NO0029  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 NO0029
 NO0029  VERT ORDER      -  FIRST     CLASS II
 NO0029
 NO0029.The horizontal coordinates were determined by differentially corrected
 NO0029.hand held GPS observations or other comparable positioning techniques
 NO0029.and have an estimated accuracy of +/- 3 meters.
 NO0029
 NO0029.The orthometric height was determined by differential leveling and
 NO0029.adjusted by the NATIONAL GEODETIC SURVEY
 NO0029.in June 1991.
 NO0029
 NO0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0029.GEOID18 height accuracy estimate available here.
 NO0029
 NO0029.Click photographs - Photos may exist for this station.
 NO0029
 NO0029.The dynamic height is computed by dividing the NAVD 88
 NO0029.geopotential number by the normal gravity value computed on the
 NO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0029.degrees latitude (g = 980.6199 gals.).
 NO0029
 NO0029.The modeled gravity was interpolated from observed gravity values.
 NO0029
 NO0029;                    North         East    Units  Estimated Accuracy
 NO0029;SPC NE       -   318,667.5     471,741.5     MT  (+/- 3 meters HH1 GPS) 
 NO0029
 NO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8984828692(NAD 83)
 NO0029
 NO0029                          SUPERSEDED SURVEY CONTROL
 NO0029
 NO0029  NGVD 29 (??/??/92)  826.984  (m)         2713.20   (f) ADJ UNCH    1 2
 NO0029
 NO0029.Superseded values are not recommended for survey control.
 NO0029
 NO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0029.See file dsdata.pdf to determine how the superseded data were derived.
 NO0029
 NO0029_MARKER: DB = BENCH MARK DISK
 NO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0029_STAMPING: L 228 1946
 NO0029_MARK LOGO: CGS
 NO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0029+STABILITY: SURFACE MOTION
 NO0029
 NO0029  HISTORY     - Date     Condition        Report By
 NO0029  HISTORY     - 1946     MONUMENTED       CGS
 NO0029
 NO0029                          STATION DESCRIPTION
 NO0029
 NO0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0029'2.4 MI SE FROM ARABIA.
 NO0029'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NO0029'NORTH WESTERN RAILWAY STATION AT ARABIA, CHERRY COUNTY, 83
 NO0029'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHWEST
 NO0029'OF THE CENTERLINE OF THE C. AND N.W. RY. TRACK, 45 FEET
 NO0029'SOUTHEAST OF C. AND N.W. RY. MILEPOST 251, IN LINE WITH A ROW
 NO0029'OF POLES, AND 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NO0029'STAMPED 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0030 ***********************************************************************
 NO0030  DESIGNATION -  L 228 RESET
 NO0030  PID         -  NO0030
 NO0030  STATE/COUNTY-  NE/CHERRY
 NO0030  COUNTRY     -  US
 NO0030  USGS QUAD   -  ARABIA (2017)
 NO0030
 NO0030                         *CURRENT SURVEY CONTROL
 NO0030  ______________________________________________________________________
 NO0030* NAD 83(1986) POSITION- 42 42 10.17   (N) 100 20 41.75   (W)   HD_HELD1
 NO0030* NAVD 88 ORTHO HEIGHT -   826.73  (meters)     2712.4   (feet) RESET
 NO0030  ______________________________________________________________________
 NO0030  GEOID HEIGHT    -        -21.938 (meters)                     GEOID18
 NO0030  VERT ORDER      -  THIRD
 NO0030
 NO0030.The horizontal coordinates were determined by differentially corrected
 NO0030.hand held GPS observations or other comparable positioning techniques
 NO0030.and have an estimated accuracy of +/- 3 meters.
 NO0030
 NO0030.The orthometric height was computed from unverified reset data.
 NO0030
 NO0030.No vertical observational check was made to the station.
 NO0030
 NO0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0030.GEOID18 height accuracy estimate available here.
 NO0030
 NO0030.Click photographs - Photos may exist for this station.
 NO0030
 NO0030;                    North         East    Units  Estimated Accuracy
 NO0030;SPC NE       -   318,666.6     471,742.4     MT  (+/- 3 meters HH1 GPS) 
 NO0030
 NO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8984928691(NAD 83)
 NO0030
 NO0030                          SUPERSEDED SURVEY CONTROL
 NO0030
 NO0030.No superseded survey control is available for this station.
 NO0030
 NO0030_MARKER: DV = VERTICAL CONTROL DISK
 NO0030_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NO0030+WITH SETTING: INFORMATION.
 NO0030_STAMPING: L 228 RESET 1975
 NO0030_MARK LOGO: NGS
 NO0030_PROJECTION: FLUSH
 NO0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0030
 NO0030  HISTORY     - Date     Condition        Report By
 NO0030  HISTORY     - 1975     MONUMENTED       NGS
 NO0030
 NO0030                          STATION DESCRIPTION
 NO0030
 NO0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NO0030'2.4 MI SE FROM ARABIA.
 NO0030'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM ARABIA, 83 FEET
 NO0030'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 49 FEET SOUTHEAST
 NO0030'OF CHICAGO AND NORTH WESTERN RAILWAY MILE POST 251, 48 FEET
 NO0030'SOUTHWEST OF THE CENTER OF RAILROAD TRACKS AND 1 FOOT SOUTHEAST
 NO0030'OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH MARK,
 NO0030'STAMPED L 228 RESET 1975, AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0053 ***********************************************************************
 NO0053  DESIGNATION -  L 229
 NO0053  PID         -  NO0053
 NO0053  STATE/COUNTY-  NE/KEYA PAHA
 NO0053  COUNTRY     -  US
 NO0053  USGS QUAD   -  NORDEN NW (2017)
 NO0053
 NO0053                         *CURRENT SURVEY CONTROL
 NO0053  ______________________________________________________________________
 NO0053* NAD 83(1986) POSITION- 42 52 56.53   (N) 100 08 49.83   (W)   HD_HELD1
 NO0053* NAVD 88 ORTHO HEIGHT -   770.457 (meters)     2527.74  (feet) ADJUSTED
 NO0053  ______________________________________________________________________
 NO0053  GEOID HEIGHT    -        -22.883 (meters)                     GEOID18
 NO0053  DYNAMIC HEIGHT  -        770.150 (meters)     2526.73  (feet) COMP
 NO0053  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 NO0053
 NO0053  VERT ORDER      -  SECOND    CLASS 0
 NO0053
 NO0053.The horizontal coordinates were determined by differentially corrected
 NO0053.hand held GPS observations or other comparable positioning techniques
 NO0053.and have an estimated accuracy of +/- 3 meters.
 NO0053
 NO0053.The orthometric height was determined by differential leveling and
 NO0053.adjusted by the NATIONAL GEODETIC SURVEY
 NO0053.in June 1991.
 NO0053
 NO0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0053.GEOID18 height accuracy estimate available here.
 NO0053
 NO0053.Click photographs - Photos may exist for this station.
 NO0053
 NO0053.The dynamic height is computed by dividing the NAVD 88
 NO0053.geopotential number by the normal gravity value computed on the
 NO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0053.degrees latitude (g = 980.6199 gals.).
 NO0053
 NO0053.The modeled gravity was interpolated from observed gravity values.
 NO0053
 NO0053;                    North         East    Units  Estimated Accuracy
 NO0053;SPC NE       -   338,564.1     487,977.0     MT  (+/- 3 meters HH1 GPS) 
 NO0053
 NO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0631748390(NAD 83)
 NO0053
 NO0053                          SUPERSEDED SURVEY CONTROL
 NO0053
 NO0053  NGVD 29 (??/??/92)  770.140  (m)         2526.70   (f) ADJ UNCH    2 0
 NO0053
 NO0053.Superseded values are not recommended for survey control.
 NO0053
 NO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0053.See file dsdata.pdf to determine how the superseded data were derived.
 NO0053
 NO0053_MARKER: DB = BENCH MARK DISK
 NO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0053_STAMPING: L 229 1946
 NO0053_MARK LOGO: CGS
 NO0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0053+STABILITY: SURFACE MOTION
 NO0053
 NO0053  HISTORY     - Date     Condition        Report By
 NO0053  HISTORY     - 1946     MONUMENTED       CGS
 NO0053  HISTORY     - 19950406 GOOD             NGS
 NO0053
 NO0053                          STATION DESCRIPTION
 NO0053
 NO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0053'4.4 MI W FROM NORDEN.
 NO0053'ABOUT 4.4 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0053'CONOCO SERVICE STATION AT NORDEN, 116 FEET WEST OF A 10 INCH
 NO0053'COTTONWOOD TREE, 89 FEET EAST OF A 12 INCH COTTONWOOD TREE, 28
 NO0053'FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 NO0053'HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 NO0053'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED L 229 1946 AND
 NO0053'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0053'THE GROUND.  STAMPED L 229 1946.
 NO0053
 NO0053                          STATION RECOVERY (1995)
 NO0053
 NO0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0053'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0215 ***********************************************************************
 LJ0215  DESIGNATION -  L 23
 LJ0215  PID         -  LJ0215
 LJ0215  STATE/COUNTY-  NE/HITCHCOCK
 LJ0215  COUNTRY     -  US
 LJ0215  USGS QUAD   -  TRENTON SE (2017)
 LJ0215
 LJ0215                         *CURRENT SURVEY CONTROL
 LJ0215  ______________________________________________________________________
 LJ0215* NAD 83(1986) POSITION- 40 00 09.06   (N) 101 03 37.74   (W)   HD_HELD1
 LJ0215* NAVD 88 ORTHO HEIGHT -   913.592 (meters)     2997.34  (feet) ADJUSTED
 LJ0215  ______________________________________________________________________
 LJ0215  GEOID HEIGHT    -        -23.871 (meters)                     GEOID18
 LJ0215  DYNAMIC HEIGHT  -        912.933 (meters)     2995.18  (feet) COMP
 LJ0215  MODELED GRAVITY -    979,873.3   (mgal)                       NAVD 88
 LJ0215
 LJ0215  VERT ORDER      -  SECOND    CLASS 0
 LJ0215
 LJ0215.The horizontal coordinates were determined by differentially corrected
 LJ0215.hand held GPS observations or other comparable positioning techniques
 LJ0215.and have an estimated accuracy of +/- 3 meters.
 LJ0215
 LJ0215.The orthometric height was determined by differential leveling and
 LJ0215.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0215.in June 1991.
 LJ0215
 LJ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0215.GEOID18 height accuracy estimate available here.
 LJ0215
 LJ0215.Click photographs - Photos may exist for this station.
 LJ0215
 LJ0215.The dynamic height is computed by dividing the NAVD 88
 LJ0215.geopotential number by the normal gravity value computed on the
 LJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0215.degrees latitude (g = 980.6199 gals.).
 LJ0215
 LJ0215.The modeled gravity was interpolated from observed gravity values.
 LJ0215
 LJ0215;                    North         East    Units  Estimated Accuracy
 LJ0215;SPC NE       -    19,341.0     409,446.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0215
 LJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2411730069(NAD 83)
 LJ0215
 LJ0215                          SUPERSEDED SURVEY CONTROL
 LJ0215
 LJ0215  NGVD 29 (??/??/92)  913.242  (m)         2996.19   (f) ADJ UNCH    2 0
 LJ0215
 LJ0215.Superseded values are not recommended for survey control.
 LJ0215
 LJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0215.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0215
 LJ0215_MARKER: DB = BENCH MARK DISK
 LJ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0215_STAMPING: L 23 1934
 LJ0215_MARK LOGO: CGS
 LJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0215+STABILITY: SURFACE MOTION
 LJ0215
 LJ0215  HISTORY     - Date     Condition        Report By
 LJ0215  HISTORY     - 1934     MONUMENTED       CGS
 LJ0215  HISTORY     - 1961     GOOD             CGS
 LJ0215  HISTORY     - 20180321 MARK NOT FOUND   KSDT
 LJ0215
 LJ0215                          STATION DESCRIPTION
 LJ0215
 LJ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0215'14.3 MI S FROM TRENTON.
 LJ0215'14.3 MILES S OF AND ALONG STATE HWY 17.  50 FT N OF KANSAS-NEBRASKA
 LJ0215'STATE LINE IN CORNER OF FENCE, 29 FT W OF CENTER OF HIGHWAY,
 LJ0215'3 FT W OF R/W FENCE AND 12 FT N OF SIDE FENCE.
 LJ0215
 LJ0215                          STATION RECOVERY (1961)
 LJ0215
 LJ0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LJ0215'RECOVERED IN GOOD CONDITION.
 LJ0215
 LJ0215                          STATION RECOVERY (2018)
 LJ0215
 LJ0215'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2018 (CAC)
 LJ0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0339 ***********************************************************************
 MK0339  DESIGNATION -  L 230
 MK0339  PID         -  MK0339
 MK0339  STATE/COUNTY-  NE/BURT
 MK0339  COUNTRY     -  US
 MK0339  USGS QUAD   -  TEKAMAH (2017)
 MK0339
 MK0339                         *CURRENT SURVEY CONTROL
 MK0339  ______________________________________________________________________
 MK0339* NAD 83(1986) POSITION- 41 46 42.     (N) 096 13 15.     (W)   SCALED
 MK0339* NAVD 88 ORTHO HEIGHT -   320.610 (meters)     1051.87  (feet) ADJUSTED
 MK0339  ______________________________________________________________________
 MK0339  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 MK0339  DYNAMIC HEIGHT  -        320.485 (meters)     1051.46  (feet) COMP
 MK0339  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 MK0339
 MK0339  VERT ORDER      -  SECOND    CLASS 0
 MK0339
 MK0339.The horizontal coordinates were scaled from a map and have
 MK0339.an estimated accuracy of +/- 6 seconds.
 MK0339
 MK0339.The orthometric height was determined by differential leveling and
 MK0339.adjusted by the NATIONAL GEODETIC SURVEY
 MK0339.in June 1991.
 MK0339
 MK0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0339.GEOID18 height accuracy estimate available here.
 MK0339
 MK0339.Click photographs - Photos may exist for this station.
 MK0339
 MK0339.The dynamic height is computed by dividing the NAVD 88
 MK0339.geopotential number by the normal gravity value computed on the
 MK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0339.degrees latitude (g = 980.6199 gals.).
 MK0339
 MK0339.The modeled gravity was interpolated from observed gravity values.
 MK0339
 MK0339;                    North         East    Units  Estimated Accuracy
 MK0339;SPC NE       -   222,810.      813,990.      MT  (+/- 180 meters Scaled)
 MK0339
 MK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM309288(NAD 83)
 MK0339
 MK0339                          SUPERSEDED SURVEY CONTROL
 MK0339
 MK0339  NGVD 29 (??/??/92)  320.472  (m)         1051.42   (f) ADJ UNCH    2 0
 MK0339
 MK0339.Superseded values are not recommended for survey control.
 MK0339
 MK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0339.See file dsdata.pdf to determine how the superseded data were derived.
 MK0339
 MK0339_MARKER: DB = BENCH MARK DISK
 MK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0339_STAMPING: L 230 1947
 MK0339_MARK LOGO: CGS
 MK0339_PROJECTION: FLUSH
 MK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0339+STABILITY: SURFACE MOTION
 MK0339
 MK0339  HISTORY     - Date     Condition        Report By
 MK0339  HISTORY     - 1947     MONUMENTED       CGS
 MK0339  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0339
 MK0339                          STATION DESCRIPTION
 MK0339
 MK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0339'AT TEKAMAH.
 MK0339'AT TEKAMAH, AT THE SOUTHWEST CORNER OF THE COURT HOUSE LAWN,
 MK0339'21.0 FEET EAST OF THE EAST CONCRETE CURB OF THIRTEENTH STREET
 MK0339'(U.S. HIGHWAY NO. 73), 17.0 FEET NORTH OF THE NORTH CONCRETE
 MK0339'CURB OF M STREET, 3.7 FEET NORTH OF THE NORTH EDGE OF A
 MK0339'CONCRETE WALK ALONG THE NORTH SIDE OF M STREET, 1.0 FOOT EAST
 MK0339'OF THE EAST EDGE OF A CONCRETE WALK LEADING TO THE COURT HOUSE,
 MK0339'SET IN A CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE GROUND
 MK0339'AND THE TOP OF THE CONCRETE WALKS.  NOTE-- NEW PARKING AREA
 MK0339'HAS BEEN CONSTRUCTED AT LOCATION, BENCH MARK HAS BEEN DESTROYED
 MK0339'OR COVERED WITH CONCRETE.
 MK0339
 MK0339                          STATION RECOVERY (1965)
 MK0339
 MK0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0315 ***********************************************************************
 MK0315  DESIGNATION -  L 231 RESET
 MK0315  PID         -  MK0315
 MK0315  STATE/COUNTY-  NE/BURT
 MK0315  COUNTRY     -  US
 MK0315  USGS QUAD   -  CRAIG (2017)
 MK0315
 MK0315                         *CURRENT SURVEY CONTROL
 MK0315  ______________________________________________________________________
 MK0315* NAD 83(1986) POSITION- 41 50 34.     (N) 096 20 49.     (W)   SCALED
 MK0315* NAVD 88 ORTHO HEIGHT -   412.11  (meters)     1352.1   (feet) RESET
 MK0315  ______________________________________________________________________
 MK0315  GEOID HEIGHT    -        -26.423 (meters)                     GEOID18
 MK0315  VERT ORDER      -  THIRD
 MK0315
 MK0315.The horizontal coordinates were scaled from a map and have
 MK0315.an estimated accuracy of +/- 6 seconds.
 MK0315
 MK0315.The orthometric height was computed from unverified reset data.
 MK0315
 MK0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0315.GEOID18 height accuracy estimate available here.
 MK0315
 MK0315.Click photographs - Photos may exist for this station.
 MK0315
 MK0315;                    North         East    Units  Estimated Accuracy
 MK0315;SPC NE       -   229,510.      803,210.      MT  (+/- 180 meters Scaled)
 MK0315
 MK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM202357(NAD 83)
 MK0315
 MK0315                          SUPERSEDED SURVEY CONTROL
 MK0315
 MK0315  NGVD 29 (??/??/??)  411.97   (m)         1351.6    (f) RESET       3  
 MK0315
 MK0315.Superseded values are not recommended for survey control.
 MK0315
 MK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0315.See file dsdata.pdf to determine how the superseded data were derived.
 MK0315
 MK0315_MARKER: DB = BENCH MARK DISK
 MK0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0315_STAMPING: L 231 1947 RESET 1957
 MK0315_MARK LOGO: CGS
 MK0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0315+STABILITY: SURFACE MOTION
 MK0315
 MK0315  HISTORY     - Date     Condition        Report By
 MK0315  HISTORY     - 1957     MONUMENTED       CGS
 MK0315  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0315
 MK0315                          STATION DESCRIPTION
 MK0315
 MK0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0315'4.7 MI N FROM CRAIG.
 MK0315'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0315'AT CRAIG, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO NEW
 MK0315'U.S. HIGHWAY 73 W.  CROSS THE NEW HIGHWAY AND CONTINUE NORTH
 MK0315'ALONG GRAVEL ROAD FOR 3.0 MILES TO CROSSRODS, IN THE
 MK0315'SOUTHEAST ANGLE OF CROSSROAD, 84 FEET EAST OF CENTER OF ROAD,
 MK0315'35 FEET SOUTH OF CENTER OF GRAVEL ROAD, 2 FEET WEST-SOUTHWEST
 MK0315'OF POWER POLE WITH TRANSFORMER, AND 1.5 FEET EAST OF A
 MK0315'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MK0315'IS STAMPED L 231 1947 RESET 1957.  NOTE-- ROAD CONSTRUCTION
 MK0315'WORK HAS BEEN DONE AT LOCATION.
 MK0315
 MK0315                          STATION RECOVERY (1965)
 MK0315
 MK0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0796 ***********************************************************************
 MJ0796  DESIGNATION -  L 232
 MJ0796  PID         -  MJ0796
 MJ0796  STATE/COUNTY-  NE/DOUGLAS
 MJ0796  COUNTRY     -  US
 MJ0796  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0796
 MJ0796                         *CURRENT SURVEY CONTROL
 MJ0796  ______________________________________________________________________
 MJ0796* NAD 83(1986) POSITION- 41 12 28.     (N) 095 56 01.     (W)   SCALED
 MJ0796* NAVD 88 ORTHO HEIGHT -   320.100 (meters)     1050.19  (feet) ADJUSTED
 MJ0796  ______________________________________________________________________
 MJ0796  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 MJ0796  DYNAMIC HEIGHT  -        319.968 (meters)     1049.76  (feet) COMP
 MJ0796  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 MJ0796
 MJ0796  VERT ORDER      -  FIRST     CLASS II
 MJ0796
 MJ0796.The horizontal coordinates were scaled from a map and have
 MJ0796.an estimated accuracy of +/- 6 seconds.
 MJ0796
 MJ0796.The orthometric height was determined by differential leveling and
 MJ0796.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0796.in June 1991.
 MJ0796
 MJ0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0796.GEOID18 height accuracy estimate available here.
 MJ0796
 MJ0796.Click photographs - Photos may exist for this station.
 MJ0796
 MJ0796.The dynamic height is computed by dividing the NAVD 88
 MJ0796.geopotential number by the normal gravity value computed on the
 MJ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0796.degrees latitude (g = 980.6199 gals.).
 MJ0796
 MJ0796.The modeled gravity was interpolated from observed gravity values.
 MJ0796
 MJ0796;                    North         East    Units  Estimated Accuracy
 MJ0796;SPC NE       -   160,620.      840,810.      MT  (+/- 180 meters Scaled)
 MJ0796
 MJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540659(NAD 83)
 MJ0796
 MJ0796                          SUPERSEDED SURVEY CONTROL
 MJ0796
 MJ0796  NGVD 29 (??/??/92)  319.982  (m)         1049.81   (f) ADJ UNCH    1 2
 MJ0796
 MJ0796.Superseded values are not recommended for survey control.
 MJ0796
 MJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0796.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0796
 MJ0796_MARKER: DB = BENCH MARK DISK
 MJ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0796_STAMPING: L 232 1947
 MJ0796_MARK LOGO: CGS
 MJ0796_PROJECTION: FLUSH
 MJ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0796+STABILITY: SURFACE MOTION
 MJ0796
 MJ0796  HISTORY     - Date     Condition        Report By
 MJ0796  HISTORY     - 1947     MONUMENTED       CGS
 MJ0796  HISTORY     - 1976     GOOD             NGS
 MJ0796
 MJ0796                          STATION DESCRIPTION
 MJ0796
 MJ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0796'AT OMAHA.
 MJ0796'ABOUT 165 YARDS SOUTH OF THE INTERSECTION OF 13TH STREET AND
 MJ0796'O STREET, 47 FEET EAST OF THE CENTER LINE OF 13TH STREET, 17 FEET
 MJ0796'EAST OF A TELEPHONE POLE, AND 12 FEET SOUTH OF A CURB OF AN
 MJ0796'APPROACH TO AN ABANDONED DRIVE.  A BRONZE DISK SET IN THE TOP
 MJ0796'OF A CONCRETE POST AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0796
 MJ0796                          STATION RECOVERY (1976)
 MJ0796
 MJ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0531 ***********************************************************************
 MK0531  DESIGNATION -  L 233
 MK0531  PID         -  MK0531
 MK0531  STATE/COUNTY-  NE/WASHINGTON
 MK0531  COUNTRY     -  US
 MK0531  USGS QUAD   -  FORT CALHOUN (2017)
 MK0531
 MK0531                         *CURRENT SURVEY CONTROL
 MK0531  ______________________________________________________________________
 MK0531* NAD 83(1986) POSITION- 41 26 25.     (N) 096 02 06.     (W)   SCALED
 MK0531* NAVD 88 ORTHO HEIGHT -   378.232 (meters)     1240.92  (feet) ADJUSTED
 MK0531  ______________________________________________________________________
 MK0531  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 MK0531  DYNAMIC HEIGHT  -        378.051 (meters)     1240.32  (feet) COMP
 MK0531  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 MK0531
 MK0531  VERT ORDER      -  SECOND    CLASS 0
 MK0531
 MK0531.The horizontal coordinates were scaled from a map and have
 MK0531.an estimated accuracy of +/- 6 seconds.
 MK0531
 MK0531.The orthometric height was determined by differential leveling and
 MK0531.adjusted by the NATIONAL GEODETIC SURVEY
 MK0531.in June 1991.
 MK0531
 MK0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0531.GEOID18 height accuracy estimate available here.
 MK0531
 MK0531.Click photographs - Photos may exist for this station.
 MK0531
 MK0531.The dynamic height is computed by dividing the NAVD 88
 MK0531.geopotential number by the normal gravity value computed on the
 MK0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0531.degrees latitude (g = 980.6199 gals.).
 MK0531
 MK0531.The modeled gravity was interpolated from observed gravity values.
 MK0531
 MK0531;                    North         East    Units  Estimated Accuracy
 MK0531;SPC NE       -   186,010.      831,140.      MT  (+/- 180 meters Scaled)
 MK0531
 MK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL477918(NAD 83)
 MK0531
 MK0531                          SUPERSEDED SURVEY CONTROL
 MK0531
 MK0531  NGVD 29 (??/??/92)  378.086  (m)         1240.44   (f) ADJ UNCH    2 0
 MK0531
 MK0531.Superseded values are not recommended for survey control.
 MK0531
 MK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0531.See file dsdata.pdf to determine how the superseded data were derived.
 MK0531
 MK0531_MARKER: DB = BENCH MARK DISK
 MK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0531_STAMPING: L 233 1947
 MK0531_MARK LOGO: CGS
 MK0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0531+STABILITY: SURFACE MOTION
 MK0531
 MK0531  HISTORY     - Date     Condition        Report By
 MK0531  HISTORY     - 1947     MONUMENTED       CGS
 MK0531  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0531
 MK0531                          STATION DESCRIPTION
 MK0531
 MK0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0531'1.2 MI S FROM FORT CALHOUN.
 MK0531'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0531'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0531'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, 53 FEET NORTHEAST
 MK0531'OF A 14-INCH PINE TREE, 28 FEET WEST OF AND 3 FEET HIGHER THAN
 MK0531'THE CENTER LINE OF THE ROAD, 22.5 FEET SOUTH OF A 24-INCH
 MK0531'COTTONWOOD TREE, 18 FEET NORTH OF A 20-INCH BOXELDER TREE, 2
 MK0531'FEET NORTH OF A 4 X 4 MARKER POST, 1 FOOT WEST OF A FENCE, SET
 MK0531'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 MK0531'THE GROUND.
 MK0531
 MK0531                          STATION RECOVERY (1966)
 MK0531
 MK0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0531'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1822 ***********************************************************************
 MK1822  DESIGNATION -  L 234 RESET
 MK1822  PID         -  MK1822
 MK1822  STATE/COUNTY-  NE/WASHINGTON
 MK1822  COUNTRY     -  US
 MK1822  USGS QUAD   -  MODALE (2018)
 MK1822
 MK1822                         *CURRENT SURVEY CONTROL
 MK1822  ______________________________________________________________________
 MK1822* NAD 83(1986) POSITION- 41 30 04.4    (N) 096 03 33.8    (W)   HD_HELD2
 MK1822* NAVD 88 ORTHO HEIGHT -   309.59  (+/-2cm)     1015.7   (feet) VERTCON
 MK1822  ______________________________________________________________________
 MK1822  GEOID HEIGHT    -        -28.398 (meters)                     GEOID18
 MK1822  VERT ORDER      -  THIRD (See Below)
 MK1822
 MK1822.The horizontal coordinates were established by autonomous hand held GPS
 MK1822.observations and have an estimated accuracy of +/- 10 meters.
 MK1822
 MK1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1822
 MK1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1822.GEOID18 height accuracy estimate available here.
 MK1822
 MK1822.The vertical order pertains to the NGVD 29 superseded value.
 MK1822
 MK1822.Click photographs - Photos may exist for this station.
 MK1822
 MK1822;                    North         East    Units  Estimated Accuracy
 MK1822;SPC NE       -   192,672.      828,794.      MT  (+/- 10 meters HH2 GPS)
 MK1822
 MK1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4544098575(NAD 83)
 MK1822
 MK1822                          SUPERSEDED SURVEY CONTROL
 MK1822
 MK1822  NGVD 29 (01/31/13)  309.45   (m)         1015.3    (f) RESET       3  
 MK1822
 MK1822.Superseded values are not recommended for survey control.
 MK1822
 MK1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1822.See file dsdata.pdf to determine how the superseded data were derived.
 MK1822
 MK1822_MARKER: DV = VERTICAL CONTROL DISK
 MK1822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1822_SP_SET: ABUTMENT
 MK1822_STAMPING: L 234 RESET 1976
 MK1822_MARK LOGO: NGS
 MK1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1822+STABILITY: SURFACE MOTION
 MK1822
 MK1822  HISTORY     - Date     Condition        Report By
 MK1822  HISTORY     - 1976     MONUMENTED       NONE
 MK1822
 MK1822                          STATION DESCRIPTION
 MK1822
 MK1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MK1822'5.4 MI SE FROM BLAIR.
 MK1822'0.2 MILES EAST ALONG COLFAX STREET FROM COURTHOUSE IN BLAIR, THENCE
 MK1822'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, 23.5 FEET SOUTHWEST
 MK1822'AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 MK1822'THE FLAT SECTION OF THE SOUTHWEST CONCRETE WING OF THE SOUTH BRIDGE
 MK1822'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0650 ***********************************************************************
 NM0650  DESIGNATION -  L 235
 NM0650  PID         -  NM0650
 NM0650  STATE/COUNTY-  NE/DAKOTA
 NM0650  COUNTRY     -  US
 NM0650  USGS QUAD   -  JACKSON (2017)
 NM0650
 NM0650                         *CURRENT SURVEY CONTROL
 NM0650  ______________________________________________________________________
 NM0650* NAD 83(1986) POSITION- 42 22 32.     (N) 096 36 04.     (W)   SCALED
 NM0650* NAVD 88 ORTHO HEIGHT -   358.330 (meters)     1175.62  (feet) ADJUSTED
 NM0650  ______________________________________________________________________
 NM0650  GEOID HEIGHT    -        -25.630 (meters)                     GEOID18
 NM0650  DYNAMIC HEIGHT  -        358.212 (meters)     1175.23  (feet) COMP
 NM0650  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 NM0650
 NM0650  VERT ORDER      -  FIRST     CLASS II
 NM0650
 NM0650.The horizontal coordinates were scaled from a map and have
 NM0650.an estimated accuracy of +/- 6 seconds.
 NM0650
 NM0650.The orthometric height was determined by differential leveling and
 NM0650.adjusted by the NATIONAL GEODETIC SURVEY
 NM0650.in June 1991.
 NM0650
 NM0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0650.GEOID18 height accuracy estimate available here.
 NM0650
 NM0650.Click photographs - Photos may exist for this station.
 NM0650
 NM0650.The dynamic height is computed by dividing the NAVD 88
 NM0650.geopotential number by the normal gravity value computed on the
 NM0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0650.degrees latitude (g = 980.6199 gals.).
 NM0650
 NM0650.The modeled gravity was interpolated from observed gravity values.
 NM0650
 NM0650;                    North         East    Units  Estimated Accuracy
 NM0650;SPC NE       -   287,760.      779,800.      MT  (+/- 180 meters Scaled)
 NM0650
 NM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM975942(NAD 83)
 NM0650
 NM0650                          SUPERSEDED SURVEY CONTROL
 NM0650
 NM0650  NGVD 29 (??/??/92)  358.164  (m)         1175.08   (f) ADJ UNCH    1 2
 NM0650
 NM0650.Superseded values are not recommended for survey control.
 NM0650
 NM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0650.See file dsdata.pdf to determine how the superseded data were derived.
 NM0650
 NM0650_MARKER: DB = BENCH MARK DISK
 NM0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0650_STAMPING: L 235 1947
 NM0650_MARK LOGO: CGS
 NM0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0650+STABILITY: SURFACE MOTION
 NM0650
 NM0650  HISTORY     - Date     Condition        Report By
 NM0650  HISTORY     - 1947     MONUMENTED       CGS
 NM0650
 NM0650                          STATION DESCRIPTION
 NM0650
 NM0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0650'0.9 MI SW FROM HUBBARD.
 NM0650'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0650'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT A ROAD CROSSING,
 NM0650'ABOUT 1 1/2 POLES NORTHEAST OF MILE POST 17-15, 47.0 FEET
 NM0650'SOUTHEAST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 NM0650'TRACK, 34.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 16.5 FEET
 NM0650'NORTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF THE RIGHT OF
 NM0650'WAY FENCE, 1.0 FOOT SOUTHWEST OF A 4 IN X 4 IN MARKER POST AND
 NM0650'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 NM0650'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0555 ***********************************************************************
 NM0555  DESIGNATION -  L 236
 NM0555  PID         -  NM0555
 NM0555  STATE/COUNTY-  NE/DAKOTA
 NM0555  COUNTRY     -  US
 NM0555  USGS QUAD   -  HOMER (2017)
 NM0555
 NM0555                         *CURRENT SURVEY CONTROL
 NM0555  ______________________________________________________________________
 NM0555* NAD 83(1986) POSITION- 42 19 17.     (N) 096 29 13.     (W)   SCALED
 NM0555* NAVD 88 ORTHO HEIGHT -   339.399 (meters)     1113.51  (feet) ADJUSTED
 NM0555  ______________________________________________________________________
 NM0555  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 NM0555  DYNAMIC HEIGHT  -        339.287 (meters)     1113.14  (feet) COMP
 NM0555  MODELED GRAVITY -    980,283.3   (mgal)                       NAVD 88
 NM0555
 NM0555  VERT ORDER      -  SECOND    CLASS 0
 NM0555
 NM0555.The horizontal coordinates were scaled from a map and have
 NM0555.an estimated accuracy of +/- 6 seconds.
 NM0555
 NM0555.The orthometric height was determined by differential leveling and
 NM0555.adjusted by the NATIONAL GEODETIC SURVEY
 NM0555.in June 1991.
 NM0555
 NM0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0555.GEOID18 height accuracy estimate available here.
 NM0555
 NM0555.Click photographs - Photos may exist for this station.
 NM0555
 NM0555.The dynamic height is computed by dividing the NAVD 88
 NM0555.geopotential number by the normal gravity value computed on the
 NM0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0555.degrees latitude (g = 980.6199 gals.).
 NM0555
 NM0555.The modeled gravity was interpolated from observed gravity values.
 NM0555
 NM0555;                    North         East    Units  Estimated Accuracy
 NM0555;SPC NE       -   282,130.      789,440.      MT  (+/- 180 meters Scaled)
 NM0555
 NM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070885(NAD 83)
 NM0555
 NM0555                          SUPERSEDED SURVEY CONTROL
 NM0555
 NM0555  NGVD 29 (??/??/92)  339.241  (m)         1112.99   (f) ADJ UNCH    2 0
 NM0555
 NM0555.Superseded values are not recommended for survey control.
 NM0555
 NM0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0555.See file dsdata.pdf to determine how the superseded data were derived.
 NM0555
 NM0555_MARKER: DB = BENCH MARK DISK
 NM0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0555_STAMPING: L 236 1947
 NM0555_MARK LOGO: CGS
 NM0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0555+STABILITY: SURFACE MOTION
 NM0555
 NM0555  HISTORY     - Date     Condition        Report By
 NM0555  HISTORY     - 1947     MONUMENTED       CGS
 NM0555  HISTORY     - 1973     GOOD             NGS
 NM0555  HISTORY     - 19980624 GOOD             LOCSUR
 NM0555  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0555
 NM0555                          STATION DESCRIPTION
 NM0555
 NM0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0555'AT HOMER.
 NM0555'AT HOMER, AT THE EAST END OF MAIN STREET, ON THE CHICAGO,
 NM0555'BURLINGTON AND QUINCY RAILROAD, 79.3 FEET WEST OF AND ABOUT LEVEL
 NM0555'WITH THE CENTER LINE OF U.S. HIGHWAY NO. 77, 51.3 FEET NORTH OF
 NM0555'THE CENTER LINE OF MAIN STREET, 20.4 FEET EAST OF THE CENTER LINE
 NM0555'OF THE MAIN TRACK, 13.5 FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT
 NM0555'SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0555'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0555
 NM0555                          STATION RECOVERY (1973)
 NM0555
 NM0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NM0555'RECOVERED IN GOOD CONDITION.
 NM0555
 NM0555                          STATION RECOVERY (1998)
 NM0555
 NM0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (FF)
 NM0555'THE MARK WAS RECOVERED IN GOOD CONDITION, AT HOMER, AT THE EAST END OF
 NM0555'MAIN STREET, 79.5 FT (24.2 M) WEST OF THE CENTERLINE OF U.S.  HIGHWAY
 NM0555'77 AND 51.3 FT (15.6 M) NORTH OF THE CENTERLINE OF MAIN STREET AND
 NM0555'20.4 FT (6.2 M) EAST OF THE CENTERLINE OF AN OLD RAILROAD.
 NM0555
 NM0555                          STATION RECOVERY (2020)
 NM0555
 NM0555'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0555'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0648 ***********************************************************************
 NM0648  DESIGNATION -  L 237
 NM0648  PID         -  NM0648
 NM0648  STATE/COUNTY-  NE/DAKOTA
 NM0648  COUNTRY     -  US
 NM0648  USGS QUAD   -  EMERSON SE (2017)
 NM0648
 NM0648                         *CURRENT SURVEY CONTROL
 NM0648  ______________________________________________________________________
 NM0648* NAD 83(1986) POSITION- 42 21 20.     (N) 096 37 18.     (W)   SCALED
 NM0648* NAVD 88 ORTHO HEIGHT -   371.433 (meters)     1218.61  (feet) ADJUSTED
 NM0648  ______________________________________________________________________
 NM0648  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM0648  DYNAMIC HEIGHT  -        371.310 (meters)     1218.21  (feet) COMP
 NM0648  MODELED GRAVITY -    980,277.4   (mgal)                       NAVD 88
 NM0648
 NM0648  VERT ORDER      -  FIRST     CLASS II
 NM0648
 NM0648.The horizontal coordinates were scaled from a map and have
 NM0648.an estimated accuracy of +/- 6 seconds.
 NM0648
 NM0648.The orthometric height was determined by differential leveling and
 NM0648.adjusted by the NATIONAL GEODETIC SURVEY
 NM0648.in June 1991.
 NM0648
 NM0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0648.GEOID18 height accuracy estimate available here.
 NM0648
 NM0648.Click photographs - Photos may exist for this station.
 NM0648
 NM0648.The dynamic height is computed by dividing the NAVD 88
 NM0648.geopotential number by the normal gravity value computed on the
 NM0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0648.degrees latitude (g = 980.6199 gals.).
 NM0648
 NM0648.The modeled gravity was interpolated from observed gravity values.
 NM0648
 NM0648;                    North         East    Units  Estimated Accuracy
 NM0648;SPC NE       -   285,480.      778,200.      MT  (+/- 180 meters Scaled)
 NM0648
 NM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM958919(NAD 83)
 NM0648
 NM0648                          SUPERSEDED SURVEY CONTROL
 NM0648
 NM0648  NGVD 29 (??/??/92)  371.266  (m)         1218.06   (f) ADJ UNCH    1 2
 NM0648
 NM0648.Superseded values are not recommended for survey control.
 NM0648
 NM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0648.See file dsdata.pdf to determine how the superseded data were derived.
 NM0648
 NM0648_MARKER: DB = BENCH MARK DISK
 NM0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0648_STAMPING: L 237 1947
 NM0648_MARK LOGO: CGS
 NM0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0648+STABILITY: SURFACE MOTION
 NM0648
 NM0648  HISTORY     - Date     Condition        Report By
 NM0648  HISTORY     - 1947     MONUMENTED       CGS
 NM0648
 NM0648                          STATION DESCRIPTION
 NM0648
 NM0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0648'2.9 MI SW FROM HUBBARD.
 NM0648'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 NM0648'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT A PRIVATE
 NM0648'ROAD CROSSING 1 POLE NORTHEAST OF MILE POST 19-10, 45.0 FEET
 NM0648'WEST OF THE CENTER OF A ROAD CROSSING, 9.5 FEET SOUTH OF THE
 NM0648'SOUTH GATE POST OF A METAL GATE, 2.0 FEET EAST OF A WIRE FENCE,
 NM0648'1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0648'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0680 ***********************************************************************
 NM0680  DESIGNATION -  L 238 RESET
 NM0680  PID         -  NM0680
 NM0680  STATE/COUNTY-  NE/THURSTON
 NM0680  COUNTRY     -  US
 NM0680  USGS QUAD   -  PENDER NE (2017)
 NM0680
 NM0680                         *CURRENT SURVEY CONTROL
 NM0680  ______________________________________________________________________
 NM0680* NAD 83(1986) POSITION- 42 14 28.     (N) 096 33 01.     (W)   SCALED
 NM0680* NAVD 88 ORTHO HEIGHT -   420.37  (meters)     1379.2   (feet) RESET
 NM0680  ______________________________________________________________________
 NM0680  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 NM0680  VERT ORDER      -  THIRD
 NM0680
 NM0680.The horizontal coordinates were scaled from a map and have
 NM0680.an estimated accuracy of +/- 6 seconds.
 NM0680
 NM0680.The orthometric height was computed from unverified reset data.
 NM0680
 NM0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0680.GEOID18 height accuracy estimate available here.
 NM0680
 NM0680.Click photographs - Photos may exist for this station.
 NM0680
 NM0680;                    North         East    Units  Estimated Accuracy
 NM0680;SPC NE       -   273,010.      784,580.      MT  (+/- 180 meters Scaled)
 NM0680
 NM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021794(NAD 83)
 NM0680
 NM0680                          SUPERSEDED SURVEY CONTROL
 NM0680
 NM0680.No superseded survey control is available for this station.
 NM0680
 NM0680_MARKER: DB = BENCH MARK DISK
 NM0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0680_STAMPING: L 238 RESET 1967
 NM0680_MARK LOGO: CGS
 NM0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0680+STABILITY: SURFACE MOTION
 NM0680
 NM0680  HISTORY     - Date     Condition        Report By
 NM0680  HISTORY     - 1967     MONUMENTED       CGS
 NM0680
 NM0680                          STATION DESCRIPTION
 NM0680
 NM0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NM0680'4 MI W FROM WINNEBAGO.
 NM0680'4.1 MILES WEST ALONG GRAVEL ROAD FROM MAIN INTERSECTION AT
 NM0680'WINNEBAGO THENCE NORTH 0.7 MILE ALONG A DIRT ROAD TO THE MARK
 NM0680'ON THE RIGHT, 50 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 NM0680'ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH
 NM0680'OF AN EAST-WEST FENCE.  SET IN TOP OF A ROUND CONCRETE POST
 NM0680'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0430 ***********************************************************************
 NM0430  DESIGNATION -  L 239
 NM0430  PID         -  NM0430
 NM0430  STATE/COUNTY-  NE/THURSTON
 NM0430  COUNTRY     -  US
 NM0430  USGS QUAD   -  HOMER (2017)
 NM0430
 NM0430                         *CURRENT SURVEY CONTROL
 NM0430  ______________________________________________________________________
 NM0430* NAD 83(1986) POSITION- 42 15 22.     (N) 096 27 15.     (W)   SCALED
 NM0430* NAVD 88 ORTHO HEIGHT -   387.617 (meters)     1271.71  (feet) ADJUSTED
 NM0430  ______________________________________________________________________
 NM0430  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 NM0430  DYNAMIC HEIGHT  -        387.488 (meters)     1271.28  (feet) COMP
 NM0430  MODELED GRAVITY -    980,277.5   (mgal)                       NAVD 88
 NM0430
 NM0430  VERT ORDER      -  SECOND    CLASS 0
 NM0430
 NM0430.The horizontal coordinates were scaled from a map and have
 NM0430.an estimated accuracy of +/- 6 seconds.
 NM0430
 NM0430.The orthometric height was determined by differential leveling and
 NM0430.adjusted by the NATIONAL GEODETIC SURVEY
 NM0430.in June 1991.
 NM0430
 NM0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0430.GEOID18 height accuracy estimate available here.
 NM0430
 NM0430.Click photographs - Photos may exist for this station.
 NM0430
 NM0430.The dynamic height is computed by dividing the NAVD 88
 NM0430.geopotential number by the normal gravity value computed on the
 NM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0430.degrees latitude (g = 980.6199 gals.).
 NM0430
 NM0430.The modeled gravity was interpolated from observed gravity values.
 NM0430
 NM0430;                    North         East    Units  Estimated Accuracy
 NM0430;SPC NE       -   275,000.      792,440.      MT  (+/- 180 meters Scaled)
 NM0430
 NM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099813(NAD 83)
 NM0430
 NM0430                          SUPERSEDED SURVEY CONTROL
 NM0430
 NM0430  NGVD 29 (??/??/92)  387.459  (m)         1271.19   (f) ADJ UNCH    2 0
 NM0430
 NM0430.Superseded values are not recommended for survey control.
 NM0430
 NM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0430.See file dsdata.pdf to determine how the superseded data were derived.
 NM0430
 NM0430_MARKER: DB = BENCH MARK DISK
 NM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0430_STAMPING: L 239 1947
 NM0430_MARK LOGO: CGS
 NM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0430+STABILITY: SURFACE MOTION
 NM0430
 NM0430  HISTORY     - Date     Condition        Report By
 NM0430  HISTORY     - 1947     MONUMENTED       CGS
 NM0430  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0430
 NM0430                          STATION DESCRIPTION
 NM0430
 NM0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0430'2.4 MI NE FROM WINNEBAGO.
 NM0430'1.2 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE AT
 NM0430'WINNEBAGO, THENCE NORTH 0.2 MILE ALONG A DIRT ROAD, THENCE
 NM0430'EAST 1.0 MILE, AT A DIM CROSS ROAD WHERE THE MAIN TRAVELED
 NM0430'ROAD TURNS NORTH, 135.0 FEET WEST OF THE CENTER OF THE DIM ROAD
 NM0430'LEADING SOUTH, 34.0 FEET NORTH OF THE EAST- WEST ROAD, 15.3 FEET
 NM0430'WEST OF A LONE METAL FENCE POST, 1.0 FOOT SOUTH OF A BARBED WIRE
 NM0430'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0430'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0430'NOTE-- LOCAL REFERENCE POINTS NO LONGER EXIST.
 NM0430
 NM0430                          STATION RECOVERY (1962)
 NM0430
 NM0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0730 ***********************************************************************
 NM0730  DESIGNATION -  L 240
 NM0730  PID         -  NM0730
 NM0730  STATE/COUNTY-  NE/THURSTON
 NM0730  COUNTRY     -  US
 NM0730  USGS QUAD   -  PENDER NE (2017)
 NM0730
 NM0730                         *CURRENT SURVEY CONTROL
 NM0730  ______________________________________________________________________
 NM0730* NAD 83(1986) POSITION- 42 08 01.     (N) 096 35 24.     (W)   SCALED
 NM0730* NAVD 88 ORTHO HEIGHT -   443.109 (meters)     1453.77  (feet) ADJUSTED
 NM0730  ______________________________________________________________________
 NM0730  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 NM0730  DYNAMIC HEIGHT  -        442.952 (meters)     1453.25  (feet) COMP
 NM0730  MODELED GRAVITY -    980,254.4   (mgal)                       NAVD 88
 NM0730
 NM0730  VERT ORDER      -  SECOND    CLASS 0
 NM0730
 NM0730.The horizontal coordinates were scaled from a map and have
 NM0730.an estimated accuracy of +/- 6 seconds.
 NM0730
 NM0730.The orthometric height was determined by differential leveling and
 NM0730.adjusted by the NATIONAL GEODETIC SURVEY
 NM0730.in June 1991.
 NM0730
 NM0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0730.GEOID18 height accuracy estimate available here.
 NM0730
 NM0730.Click photographs - Photos may exist for this station.
 NM0730
 NM0730.The dynamic height is computed by dividing the NAVD 88
 NM0730.geopotential number by the normal gravity value computed on the
 NM0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0730.degrees latitude (g = 980.6199 gals.).
 NM0730
 NM0730.The modeled gravity was interpolated from observed gravity values.
 NM0730
 NM0730;                    North         East    Units  Estimated Accuracy
 NM0730;SPC NE       -   260,950.      781,780.      MT  (+/- 180 meters Scaled)
 NM0730
 NM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM991674(NAD 83)
 NM0730
 NM0730                          SUPERSEDED SURVEY CONTROL
 NM0730
 NM0730  NGVD 29 (??/??/92)  442.951  (m)         1453.25   (f) ADJ UNCH    2 0
 NM0730
 NM0730.Superseded values are not recommended for survey control.
 NM0730
 NM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0730.See file dsdata.pdf to determine how the superseded data were derived.
 NM0730
 NM0730_MARKER: DB = BENCH MARK DISK
 NM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0730_STAMPING: L 240 1947
 NM0730_MARK LOGO: CGS
 NM0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0730+STABILITY: SURFACE MOTION
 NM0730
 NM0730  HISTORY     - Date     Condition        Report By
 NM0730  HISTORY     - 1947     MONUMENTED       CGS
 NM0730  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0730
 NM0730                          STATION DESCRIPTION
 NM0730
 NM0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0730'8.4 MI W FROM WALTHILL.
 NM0730'2.2 MILES SOUTH AND 5.2 MILES WEST ALONG STATE HIGHWAY NO. 94
 NM0730'FROM THE RAILROAD STATION AT WALTHILL, THENCE 1.0 MILE NORTH
 NM0730'ALONG A DIRT ROAD, AT A DIRT CROSSROAD, 56.5 FEET NORTH OF THE
 NM0730'CENTER LINE OF THE EAST-WEST ROAD, 25.0 FEET WEST OF THE CENTER
 NM0730'LINE OF THE NORTH-SOUTH ROAD, 28.7 FEET NORTH OF A POWER POLE,
 NM0730'8.7 FEET NORTH OF A GATE POST, 2.0 FEET EAST OF A BARBED WIRE
 NM0730'FENCE, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST, SET IN THE TOP
 NM0730'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0730
 NM0730                          STATION RECOVERY (1965)
 NM0730
 NM0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0730'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0165 ***********************************************************************
 MK0165  DESIGNATION -  L 242
 MK0165  PID         -  MK0165
 MK0165  STATE/COUNTY-  NE/BURT
 MK0165  COUNTRY     -  US
 MK0165  USGS QUAD   -  TEKAMAH NW (2017)
 MK0165
 MK0165                         *CURRENT SURVEY CONTROL
 MK0165  ______________________________________________________________________
 MK0165* NAD 83(1986) POSITION- 41 55 52.     (N) 096 11 30.     (W)   SCALED
 MK0165* NAVD 88 ORTHO HEIGHT -   318.058 (meters)     1043.50  (feet) ADJUSTED
 MK0165  ______________________________________________________________________
 MK0165  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 MK0165  DYNAMIC HEIGHT  -        317.942 (meters)     1043.11  (feet) COMP
 MK0165  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 MK0165
 MK0165  VERT ORDER      -  SECOND    CLASS 0
 MK0165
 MK0165.The horizontal coordinates were scaled from a map and have
 MK0165.an estimated accuracy of +/- 6 seconds.
 MK0165
 MK0165.The orthometric height was determined by differential leveling and
 MK0165.adjusted by the NATIONAL GEODETIC SURVEY
 MK0165.in June 1991.
 MK0165
 MK0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0165.GEOID18 height accuracy estimate available here.
 MK0165
 MK0165.Click photographs - Photos may exist for this station.
 MK0165
 MK0165.The dynamic height is computed by dividing the NAVD 88
 MK0165.geopotential number by the normal gravity value computed on the
 MK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0165.degrees latitude (g = 980.6199 gals.).
 MK0165
 MK0165.The modeled gravity was interpolated from observed gravity values.
 MK0165
 MK0165;                    North         East    Units  Estimated Accuracy
 MK0165;SPC NE       -   239,860.      815,660.      MT  (+/- 180 meters Scaled)
 MK0165
 MK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM328459(NAD 83)
 MK0165
 MK0165                          SUPERSEDED SURVEY CONTROL
 MK0165
 MK0165  NGVD 29 (??/??/92)  317.916  (m)         1043.03   (f) ADJ UNCH    2 0
 MK0165
 MK0165.Superseded values are not recommended for survey control.
 MK0165
 MK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0165.See file dsdata.pdf to determine how the superseded data were derived.
 MK0165
 MK0165_MARKER: DB = BENCH MARK DISK
 MK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0165_STAMPING: L 242 1947
 MK0165_MARK LOGO: CGS
 MK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0165+STABILITY: SURFACE MOTION
 MK0165
 MK0165  HISTORY     - Date     Condition        Report By
 MK0165  HISTORY     - 1947     MONUMENTED       CGS
 MK0165  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0165
 MK0165                          STATION DESCRIPTION
 MK0165
 MK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0165'7.8 MI SE FROM DECATUR.
 MK0165'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0165'AT DECATUR, THENCE 2.1 MILES EAST, 2.75 MILES SOUTH, 0.65
 MK0165'MILE EAST AND 1.0 MILE SOUTH ALONG GRAVEL ROADS, IN THE
 MK0165'NORTHWEST ANGLE OF A CROSS ROAD, 39.0 FEET NORTH OF THE CENTER
 MK0165'OF THE EAST-WEST ROAD, 33.0 FEET WEST OF THE CENTER OF THE
 MK0165'NORTH-SOUTH ROAD, 4.5 FEET NORTH OF A FENCE CORNER POST, 1.5
 MK0165'FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0165'2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0165
 MK0165                          STATION RECOVERY (1974)
 MK0165
 MK0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0635 ***********************************************************************
 MK0635  DESIGNATION -  L 243
 MK0635  PID         -  MK0635
 MK0635  STATE/COUNTY-  NE/DOUGLAS
 MK0635  COUNTRY     -  US
 MK0635  USGS QUAD   -  IRVINGTON (2017)
 MK0635
 MK0635                         *CURRENT SURVEY CONTROL
 MK0635  ______________________________________________________________________
 MK0635* NAD 83(1986) POSITION- 41 18 38.     (N) 096 03 09.     (W)   SCALED
 MK0635* NAVD 88 ORTHO HEIGHT -   346.316 (meters)     1136.21  (feet) ADJUSTED
 MK0635  ______________________________________________________________________
 MK0635  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 MK0635  DYNAMIC HEIGHT  -        346.164 (meters)     1135.71  (feet) COMP
 MK0635  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 MK0635
 MK0635  VERT ORDER      -  SECOND    CLASS 0
 MK0635
 MK0635.The horizontal coordinates were scaled from a map and have
 MK0635.an estimated accuracy of +/- 6 seconds.
 MK0635
 MK0635.The orthometric height was determined by differential leveling and
 MK0635.adjusted by the NATIONAL GEODETIC SURVEY
 MK0635.in June 1991.
 MK0635
 MK0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0635.GEOID18 height accuracy estimate available here.
 MK0635
 MK0635.Click photographs - Photos may exist for this station.
 MK0635
 MK0635.The dynamic height is computed by dividing the NAVD 88
 MK0635.geopotential number by the normal gravity value computed on the
 MK0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0635.degrees latitude (g = 980.6199 gals.).
 MK0635
 MK0635.The modeled gravity was interpolated from observed gravity values.
 MK0635
 MK0635;                    North         East    Units  Estimated Accuracy
 MK0635;SPC NE       -   171,550.      830,330.      MT  (+/- 180 meters Scaled)
 MK0635
 MK0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL467774(NAD 83)
 MK0635
 MK0635                          SUPERSEDED SURVEY CONTROL
 MK0635
 MK0635  NGVD 29 (??/??/92)  346.199  (m)         1135.82   (f) ADJ UNCH    2 0
 MK0635
 MK0635.Superseded values are not recommended for survey control.
 MK0635
 MK0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0635.See file dsdata.pdf to determine how the superseded data were derived.
 MK0635
 MK0635_MARKER: DB = BENCH MARK DISK
 MK0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0635_STAMPING: L 243 1947
 MK0635_MARK LOGO: CGS
 MK0635_PROJECTION: FLUSH
 MK0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0635+STABILITY: SURFACE MOTION
 MK0635
 MK0635  HISTORY     - Date     Condition        Report By
 MK0635  HISTORY     - 1947     MONUMENTED       CGS
 MK0635  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0635
 MK0635                          STATION DESCRIPTION
 MK0635
 MK0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0635'0.6 MI S FROM IRVINGTON.
 MK0635'0.6 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 MK0635'IRVINGTON, IN THE SOUTHWEST ANGLE OF THE CROSSING OF STATE
 MK0635'HIGHWAY NO. 8 AND A NORTH-SOUTH OILED ROAD, 111.7 FEET SOUTH
 MK0635'OF THE CENTER OF STATE HIGHWAY NO. 8, 46.5 FEET WEST OF THE
 MK0635'CENTER OF THE NORTH-SOUTH OILED ROAD, 4.0 FEET SOUTH OF A POWER LINE
 MK0635'POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0635'POST ABOUT 2 FEET ABOVE THE ROAD AND ABOUT FLUSH WITH THE TOP
 MK0635'OF THE GROUND.
 MK0635
 MK0635                          STATION RECOVERY (1976)
 MK0635
 MK0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0635'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0143 ***********************************************************************
 MK0143  DESIGNATION -  L 244
 MK0143  PID         -  MK0143
 MK0143  STATE/COUNTY-  NE/WASHINGTON
 MK0143  COUNTRY     -  US
 MK0143  USGS QUAD   -  HERMAN (2017)
 MK0143
 MK0143                         *CURRENT SURVEY CONTROL
 MK0143  ______________________________________________________________________
 MK0143* NAD 83(1986) POSITION- 41 39 41.     (N) 096 09 15.     (W)   SCALED
 MK0143* NAVD 88 ORTHO HEIGHT -   310.241 (meters)     1017.85  (feet) ADJUSTED
 MK0143  ______________________________________________________________________
 MK0143  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 MK0143  DYNAMIC HEIGHT  -        310.110 (meters)     1017.42  (feet) COMP
 MK0143  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 MK0143
 MK0143  VERT ORDER      -  SECOND    CLASS 0
 MK0143
 MK0143.The horizontal coordinates were scaled from a map and have
 MK0143.an estimated accuracy of +/- 6 seconds.
 MK0143
 MK0143.The orthometric height was determined by differential leveling and
 MK0143.adjusted by the NATIONAL GEODETIC SURVEY
 MK0143.in June 1991.
 MK0143
 MK0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0143.GEOID18 height accuracy estimate available here.
 MK0143
 MK0143.Click photographs - Photos may exist for this station.
 MK0143
 MK0143.The dynamic height is computed by dividing the NAVD 88
 MK0143.geopotential number by the normal gravity value computed on the
 MK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0143.degrees latitude (g = 980.6199 gals.).
 MK0143
 MK0143.The modeled gravity was interpolated from observed gravity values.
 MK0143
 MK0143;                    North         East    Units  Estimated Accuracy
 MK0143;SPC NE       -   210,080.      820,100.      MT  (+/- 180 meters Scaled)
 MK0143
 MK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369160(NAD 83)
 MK0143
 MK0143                          SUPERSEDED SURVEY CONTROL
 MK0143
 MK0143  NGVD 29 (??/??/92)  310.099  (m)         1017.38   (f) ADJ UNCH    2 0
 MK0143
 MK0143.Superseded values are not recommended for survey control.
 MK0143
 MK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0143.See file dsdata.pdf to determine how the superseded data were derived.
 MK0143
 MK0143_MARKER: DB = BENCH MARK DISK
 MK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0143_STAMPING: L 244 1947
 MK0143_MARK LOGO: CGS
 MK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0143+STABILITY: SURFACE MOTION
 MK0143
 MK0143  HISTORY     - Date     Condition        Report By
 MK0143  HISTORY     - 1947     MONUMENTED       CGS
 MK0143  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0143
 MK0143                          STATION DESCRIPTION
 MK0143
 MK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0143'3.6 MI E FROM HERMAN.
 MK0143'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0143'AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD, IN THE
 MK0143'NORTHEAST ANGLE OF A CROSS ROAD, 50.0 FEET NORTH OF THE CENTER
 MK0143'OF THE EAST-WEST ROAD, 28.0 FEET EAST OF THE CENTER OF THE
 MK0143'NORTH-SOUTH ROAD, 17.0 FEET NORTH OF A POWER LINE POLE, 15.0 FEET
 MK0143'NORTH OF A FENCE CORNER POST, 2.0 FEET NORTH OF A REFERENCE
 MK0143'POST, 0.7 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A
 MK0143'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0143'0.2 FOOT.
 MK0143
 MK0143                          STATION RECOVERY (1974)
 MK0143
 MK0143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0388 ***********************************************************************
 MK0388  DESIGNATION -  L 245
 MK0388  PID         -  MK0388
 MK0388  STATE/COUNTY-  NE/WASHINGTON
 MK0388  COUNTRY     -  US
 MK0388  USGS QUAD   -  NICKERSON NE (2017)
 MK0388
 MK0388                         *CURRENT SURVEY CONTROL
 MK0388  ______________________________________________________________________
 MK0388* NAD 83(1986) POSITION- 41 40 34.     (N) 096 15 06.     (W)   SCALED
 MK0388* NAVD 88 ORTHO HEIGHT -   368.715 (meters)     1209.69  (feet) ADJUSTED
 MK0388  ______________________________________________________________________
 MK0388  GEOID HEIGHT    -        -27.359 (meters)                     GEOID18
 MK0388  DYNAMIC HEIGHT  -        368.563 (meters)     1209.19  (feet) COMP
 MK0388  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 MK0388
 MK0388  VERT ORDER      -  SECOND    CLASS 0
 MK0388
 MK0388.The horizontal coordinates were scaled from a map and have
 MK0388.an estimated accuracy of +/- 6 seconds.
 MK0388
 MK0388.The orthometric height was determined by differential leveling and
 MK0388.adjusted by the NATIONAL GEODETIC SURVEY
 MK0388.in June 1991.
 MK0388
 MK0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0388.GEOID18 height accuracy estimate available here.
 MK0388
 MK0388.Click photographs - Photos may exist for this station.
 MK0388
 MK0388.The dynamic height is computed by dividing the NAVD 88
 MK0388.geopotential number by the normal gravity value computed on the
 MK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0388.degrees latitude (g = 980.6199 gals.).
 MK0388
 MK0388.The modeled gravity was interpolated from observed gravity values.
 MK0388
 MK0388;                    North         East    Units  Estimated Accuracy
 MK0388;SPC NE       -   211,360.      811,920.      MT  (+/- 180 meters Scaled)
 MK0388
 MK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM287174(NAD 83)
 MK0388
 MK0388                          SUPERSEDED SURVEY CONTROL
 MK0388
 MK0388  NGVD 29 (??/??/92)  368.574  (m)         1209.23   (f) ADJ UNCH    2 0
 MK0388
 MK0388.Superseded values are not recommended for survey control.
 MK0388
 MK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0388.See file dsdata.pdf to determine how the superseded data were derived.
 MK0388
 MK0388_MARKER: DB = BENCH MARK DISK
 MK0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0388_STAMPING: L 245 1947
 MK0388_MARK LOGO: CGS
 MK0388_PROJECTION: FLUSH
 MK0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0388+STABILITY: SURFACE MOTION
 MK0388
 MK0388  HISTORY     - Date     Condition        Report By
 MK0388  HISTORY     - 1947     MONUMENTED       CGS
 MK0388
 MK0388                          STATION DESCRIPTION
 MK0388
 MK0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0388'2 MI W FROM HERMAN.
 MK0388'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 AND 1.85 MILE WEST
 MK0388'ALONG STATE HIGHWAY NO. 31 FROM THE POST OFFICE AT HERMAN, ON
 MK0388'THE EAST SLOPE OF A HILL, 46.0 FEET NORTH OF THE CENTER OF THE
 MK0388'HIGHWAY, 39.0 FEET WEST OF THE NORTHWEST LEG OF A STEEL WINDMILL
 MK0388'TOWER, 24.0 FEET EAST OF A POINT IN LINE WITH THE CENTER OF A
 MK0388'PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 13.5 FEET NORTH OF
 MK0388'A FENCE CORNER POST, 1.5 FOOT NORTH OF A REFERENCE POST, 1.3
 MK0388'FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST
 MK0388'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND ABOUT FLUSH WITH
 MK0388'THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0581 ***********************************************************************
 NM0581  DESIGNATION -  L 246
 NM0581  PID         -  NM0581
 NM0581  STATE/COUNTY-  NE/CUMING
 NM0581  COUNTRY     -  US
 NM0581  USGS QUAD   -  BANCROFT (2017)
 NM0581
 NM0581                         *CURRENT SURVEY CONTROL
 NM0581  ______________________________________________________________________
 NM0581* NAD 83(1986) POSITION- 42 02 42.     (N) 096 37 06.     (W)   SCALED
 NM0581* NAVD 88 ORTHO HEIGHT -   396.886 (meters)     1302.12  (feet) ADJUSTED
 NM0581  ______________________________________________________________________
 NM0581  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 NM0581  DYNAMIC HEIGHT  -        396.742 (meters)     1301.64  (feet) COMP
 NM0581  MODELED GRAVITY -    980,248.3   (mgal)                       NAVD 88
 NM0581
 NM0581  VERT ORDER      -  SECOND    CLASS 0
 NM0581
 NM0581.The horizontal coordinates were scaled from a map and have
 NM0581.an estimated accuracy of +/- 6 seconds.
 NM0581
 NM0581.The orthometric height was determined by differential leveling and
 NM0581.adjusted by the NATIONAL GEODETIC SURVEY
 NM0581.in June 1991.
 NM0581
 NM0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0581.GEOID18 height accuracy estimate available here.
 NM0581
 NM0581.Click photographs - Photos may exist for this station.
 NM0581
 NM0581.The dynamic height is computed by dividing the NAVD 88
 NM0581.geopotential number by the normal gravity value computed on the
 NM0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0581.degrees latitude (g = 980.6199 gals.).
 NM0581
 NM0581.The modeled gravity was interpolated from observed gravity values.
 NM0581
 NM0581;                    North         East    Units  Estimated Accuracy
 NM0581;SPC NE       -   251,030.      779,820.      MT  (+/- 180 meters Scaled)
 NM0581
 NM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM971575(NAD 83)
 NM0581
 NM0581                          SUPERSEDED SURVEY CONTROL
 NM0581
 NM0581  NGVD 29 (??/??/92)  396.728  (m)         1301.60   (f) ADJ UNCH    2 0
 NM0581
 NM0581.Superseded values are not recommended for survey control.
 NM0581
 NM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0581.See file dsdata.pdf to determine how the superseded data were derived.
 NM0581
 NM0581_MARKER: DB = BENCH MARK DISK
 NM0581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0581_SP_SET: CULVERT HEADWALL
 NM0581_STAMPING: L 246 1947
 NM0581_MARK LOGO: CGS
 NM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0581+STABILITY: SURFACE MOTION
 NM0581
 NM0581  HISTORY     - Date     Condition        Report By
 NM0581  HISTORY     - 1947     MONUMENTED       CGS
 NM0581
 NM0581                          STATION DESCRIPTION
 NM0581
 NM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0581'3.2 MI NW FROM BANCROFT.
 NM0581'3.15 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0581'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION
 NM0581'AT BANCROFT, AT THE CROSSING OF A CREEK, 0.15 MILE SOUTHEAST
 NM0581'OF AN EAST-WEST ROAD, 97.0 FEET NORTHWEST OF THE CENTER OF A
 NM0581'DIRT ROAD LEADING SOUTHWEST ACROSS THE TRACK, 61.0 FEET NORTHEAST
 NM0581'OF THE NORTHEAST RAIL OF THE TRACK, 19.5 FEET SOUTHWEST OF
 NM0581'THE CENTER OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF
 NM0581'THE SOUTHWEST HEAD WALL OF AN 8 X 21 FOOT CONCRETE CULVERT
 NM0581'UNDER THE HIGHWAY, ABOUT 6 FEET BELOW THE TRACK AND 2 1/2 FEET
 NM0581'BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0436 ***********************************************************************
 MK0436  DESIGNATION -  L 247
 MK0436  PID         -  MK0436
 MK0436  STATE/COUNTY-  NE/WASHINGTON
 MK0436  COUNTRY     -  US
 MK0436  USGS QUAD   -  NICKERSON (2017)
 MK0436
 MK0436                         *CURRENT SURVEY CONTROL
 MK0436  ______________________________________________________________________
 MK0436* NAD 83(1986) POSITION- 41 32 19.     (N) 096 24 02.     (W)   SCALED
 MK0436* NAVD 88 ORTHO HEIGHT -   388.129 (meters)     1273.39  (feet) ADJUSTED
 MK0436  ______________________________________________________________________
 MK0436  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 MK0436  DYNAMIC HEIGHT  -        387.956 (meters)     1272.82  (feet) COMP
 MK0436  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 MK0436
 MK0436  VERT ORDER      -  SECOND    CLASS 0
 MK0436
 MK0436.The horizontal coordinates were scaled from a map and have
 MK0436.an estimated accuracy of +/- 6 seconds.
 MK0436
 MK0436.The orthometric height was determined by differential leveling and
 MK0436.adjusted by the NATIONAL GEODETIC SURVEY
 MK0436.in June 1991.
 MK0436
 MK0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0436.GEOID18 height accuracy estimate available here.
 MK0436
 MK0436.Click photographs - Photos may exist for this station.
 MK0436
 MK0436.The dynamic height is computed by dividing the NAVD 88
 MK0436.geopotential number by the normal gravity value computed on the
 MK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0436.degrees latitude (g = 980.6199 gals.).
 MK0436
 MK0436.The modeled gravity was interpolated from observed gravity values.
 MK0436
 MK0436;                    North         East    Units  Estimated Accuracy
 MK0436;SPC NE       -   195,580.      800,170.      MT  (+/- 180 meters Scaled)
 MK0436
 MK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM168018(NAD 83)
 MK0436
 MK0436                          SUPERSEDED SURVEY CONTROL
 MK0436
 MK0436  NGVD 29 (??/??/92)  387.984  (m)         1272.91   (f) ADJ UNCH    2 0
 MK0436
 MK0436.Superseded values are not recommended for survey control.
 MK0436
 MK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0436.See file dsdata.pdf to determine how the superseded data were derived.
 MK0436
 MK0436_MARKER: DB = BENCH MARK DISK
 MK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0436_STAMPING: L 247 1947
 MK0436_MARK LOGO: CGS
 MK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0436+STABILITY: SURFACE MOTION
 MK0436
 MK0436  HISTORY     - Date     Condition        Report By
 MK0436  HISTORY     - 1947     MONUMENTED       CGS
 MK0436
 MK0436                          STATION DESCRIPTION
 MK0436
 MK0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0436'1.6 MI E FROM FONTANELLE.
 MK0436'0.15 MILE NORTH ALONG A GRAVEL ROAD AND 1.45 MILE EAST ALONG
 MK0436'STATE HIGHWAY NO. 91 FROM THE SCHOOL AT FONTANELLE, ON THE EAST
 MK0436'SLOPE OF A HILL, 122.0 FEET WEST OF THE CENTER OF A PRIVATE
 MK0436'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 79.2 FEET SOUTH OF THE
 MK0436'SOUTHWEST CORNER OF A FARM HOUSE, 41.0 FEET NORTH OF THE CENTER OF
 MK0436'THE HIGHWAY, 34.0 FEET WEST OF A POINT IN LINE WITH THE CENTER
 MK0436'OF A DIRT ROAD LEADING SOUTH, 15.2 FEET EAST SOUTHEAST OF A
 MK0436'2 1/2-FOOT MAPLE TREE, 8.4 FEET NORTH OF THE NORTH RIGHT OF WAY
 MK0436'FENCE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0436'IN LINE WITH THE WEST WALL OF A FARM HOUSE, ABOUT 2 FEET ABOVE
 MK0436'THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0539 ***********************************************************************
 NM0539  DESIGNATION -  L 248
 NM0539  PID         -  NM0539
 NM0539  STATE/COUNTY-  NE/THURSTON
 NM0539  COUNTRY     -  US
 NM0539  USGS QUAD   -  WALTHILL SW (2017)
 NM0539
 NM0539                         *CURRENT SURVEY CONTROL
 NM0539  ______________________________________________________________________
 NM0539* NAD 83(1986) POSITION- 42 02 45.     (N) 096 22 59.     (W)   SCALED
 NM0539* NAVD 88 ORTHO HEIGHT -   374.713 (meters)     1229.37  (feet) ADJUSTED
 NM0539  ______________________________________________________________________
 NM0539  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 NM0539  DYNAMIC HEIGHT  -        374.581 (meters)     1228.94  (feet) COMP
 NM0539  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 NM0539
 NM0539  VERT ORDER      -  SECOND    CLASS 0
 NM0539
 NM0539.The horizontal coordinates were scaled from a map and have
 NM0539.an estimated accuracy of +/- 6 seconds.
 NM0539
 NM0539.The orthometric height was determined by differential leveling and
 NM0539.adjusted by the NATIONAL GEODETIC SURVEY
 NM0539.in June 1991.
 NM0539
 NM0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0539.GEOID18 height accuracy estimate available here.
 NM0539
 NM0539.Click photographs - Photos may exist for this station.
 NM0539
 NM0539.The dynamic height is computed by dividing the NAVD 88
 NM0539.geopotential number by the normal gravity value computed on the
 NM0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0539.degrees latitude (g = 980.6199 gals.).
 NM0539
 NM0539.The modeled gravity was interpolated from observed gravity values.
 NM0539
 NM0539;                    North         East    Units  Estimated Accuracy
 NM0539;SPC NE       -   251,910.      799,280.      MT  (+/- 180 meters Scaled)
 NM0539
 NM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM165581(NAD 83)
 NM0539
 NM0539                          SUPERSEDED SURVEY CONTROL
 NM0539
 NM0539  NGVD 29 (??/??/92)  374.565  (m)         1228.89   (f) ADJ UNCH    2 0
 NM0539
 NM0539.Superseded values are not recommended for survey control.
 NM0539
 NM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0539.See file dsdata.pdf to determine how the superseded data were derived.
 NM0539
 NM0539_MARKER: DB = BENCH MARK DISK
 NM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0539_STAMPING: L 248 1947
 NM0539_MARK LOGO: CGS
 NM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0539+STABILITY: SURFACE MOTION
 NM0539
 NM0539  HISTORY     - Date     Condition        Report By
 NM0539  HISTORY     - 1947     MONUMENTED       CGS
 NM0539
 NM0539                          STATION DESCRIPTION
 NM0539
 NM0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0539'7.1 MI SE FROM ROSALIE.
 NM0539'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT
 NM0539'ROSALIE, THENCE EAST 6.6 MILES ALONG A DIRT AND GRAVEL ROAD,
 NM0539'0.1 MILE EAST OF A DIRT CROSS ROAD, 150.0 FEET WEST OF A FARM
 NM0539'HOUSE AND A SMALL STORE, 37.2 FEET WEST OF THE CENTER OF A
 NM0539'FARM DRIVEWAY, 25.7 FEET SOUTH OF THE CENTER OF THE ROAD, 3.0
 NM0539'FEET WEST OF A POWER POLE, 1.0 FOOT NORTH OF A BARBED WIRE FENCE,
 NM0539'2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0539'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0268 ***********************************************************************
 LH0268  DESIGNATION -  L 249
 LH0268  PID         -  LH0268
 LH0268  STATE/COUNTY-  NE/WEBSTER
 LH0268  COUNTRY     -  US
 LH0268  USGS QUAD   -  BLUE HILL (2017)
 LH0268
 LH0268                         *CURRENT SURVEY CONTROL
 LH0268  ______________________________________________________________________
 LH0268* NAD 83(1986) POSITION- 40 19 15.     (N) 098 27 27.     (W)   SCALED
 LH0268* NAVD 88 ORTHO HEIGHT -   606.972 (meters)     1991.37  (feet) ADJUSTED
 LH0268  ______________________________________________________________________
 LH0268  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 LH0268  DYNAMIC HEIGHT  -        606.610 (meters)     1990.19  (feet) COMP
 LH0268  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 LH0268
 LH0268  VERT ORDER      -  FIRST     CLASS II
 LH0268
 LH0268.The horizontal coordinates were scaled from a map and have
 LH0268.an estimated accuracy of +/- 6 seconds.
 LH0268
 LH0268.The orthometric height was determined by differential leveling and
 LH0268.adjusted by the NATIONAL GEODETIC SURVEY
 LH0268.in June 1991.
 LH0268
 LH0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0268.GEOID18 height accuracy estimate available here.
 LH0268
 LH0268.Click photographs - Photos may exist for this station.
 LH0268
 LH0268.The dynamic height is computed by dividing the NAVD 88
 LH0268.geopotential number by the normal gravity value computed on the
 LH0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0268.degrees latitude (g = 980.6199 gals.).
 LH0268
 LH0268.The modeled gravity was interpolated from observed gravity values.
 LH0268
 LH0268;                    North         East    Units  Estimated Accuracy
 LH0268;SPC NE       -    55,300.      631,080.      MT  (+/- 180 meters Scaled)
 LH0268
 LH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK460635(NAD 83)
 LH0268
 LH0268                          SUPERSEDED SURVEY CONTROL
 LH0268
 LH0268  NGVD 29 (??/??/92)  606.743  (m)         1990.62   (f) ADJ UNCH    1 2
 LH0268
 LH0268.Superseded values are not recommended for survey control.
 LH0268
 LH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0268.See file dsdata.pdf to determine how the superseded data were derived.
 LH0268
 LH0268_MARKER: DB = BENCH MARK DISK
 LH0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0268_STAMPING: L 249 1947
 LH0268_MARK LOGO: CGS
 LH0268_PROJECTION: RECESSED 5 CENTIMETERS
 LH0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0268+STABILITY: SURFACE MOTION
 LH0268
 LH0268  HISTORY     - Date     Condition        Report By
 LH0268  HISTORY     - 1947     MONUMENTED       CGS
 LH0268  HISTORY     - 1981     GOOD             NGS
 LH0268
 LH0268                          STATION DESCRIPTION
 LH0268
 LH0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0268'0.9 MI S FROM BLUE HILL.
 LH0268'0.9 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0268'FROM THE STATION AT BLUE HILL, 226.9 FEET SOUTH OF MILEPOST 20,
 LH0268'174.0 FEET NORTH OF THE WEST END OF A TILE CULVERT, 79.0 FEET
 LH0268'SOUTH OF THE EXTENDED CENTER LINE OF AN EAST-WEST ROAD, 49.4
 LH0268'FEET SOUTH OF A CONCRETE POST AT THE SOUTH END OF AN ENTRANCE
 LH0268'TO THE RAILWAY RIGHT-OF-WAY, 44.6 FEET WEST OF THE WEST RAIL,
 LH0268'2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET EAST OF A FENCE,
 LH0268'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE
 LH0268'THE SURFACE OF THE GROUND.
 LH0268
 LH0268                          STATION RECOVERY (1981)
 LH0268
 LH0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0268'EXCEPT IT IS NOW ABOUT 2 INCHES BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0265 ***********************************************************************
 LH0265  DESIGNATION -  L 250
 LH0265  PID         -  LH0265
 LH0265  STATE/COUNTY-  NE/WEBSTER
 LH0265  COUNTRY     -  US
 LH0265  USGS QUAD   -  BLUE HILL (2017)
 LH0265
 LH0265                         *CURRENT SURVEY CONTROL
 LH0265  ______________________________________________________________________
 LH0265* NAD 83(1986) POSITION- 40 17 30.     (N) 098 29 43.     (W)   SCALED
 LH0265* NAVD 88 ORTHO HEIGHT -   618.544 (meters)     2029.34  (feet) ADJUSTED
 LH0265  ______________________________________________________________________
 LH0265  GEOID HEIGHT    -        -25.783 (meters)                     GEOID18
 LH0265  DYNAMIC HEIGHT  -        618.171 (meters)     2028.12  (feet) COMP
 LH0265  MODELED GRAVITY -    980,003.8   (mgal)                       NAVD 88
 LH0265
 LH0265  VERT ORDER      -  FIRST     CLASS II
 LH0265
 LH0265.The horizontal coordinates were scaled from a map and have
 LH0265.an estimated accuracy of +/- 6 seconds.
 LH0265
 LH0265.The orthometric height was determined by differential leveling and
 LH0265.adjusted by the NATIONAL GEODETIC SURVEY
 LH0265.in June 1991.
 LH0265
 LH0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0265.GEOID18 height accuracy estimate available here.
 LH0265
 LH0265.Click photographs - Photos may exist for this station.
 LH0265
 LH0265.The dynamic height is computed by dividing the NAVD 88
 LH0265.geopotential number by the normal gravity value computed on the
 LH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0265.degrees latitude (g = 980.6199 gals.).
 LH0265
 LH0265.The modeled gravity was interpolated from observed gravity values.
 LH0265
 LH0265;                    North         East    Units  Estimated Accuracy
 LH0265;SPC NE       -    52,000.      627,920.      MT  (+/- 180 meters Scaled)
 LH0265
 LH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK428602(NAD 83)
 LH0265
 LH0265                          SUPERSEDED SURVEY CONTROL
 LH0265
 LH0265  NGVD 29 (??/??/92)  618.312  (m)         2028.58   (f) ADJ UNCH    1 2
 LH0265
 LH0265.Superseded values are not recommended for survey control.
 LH0265
 LH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0265.See file dsdata.pdf to determine how the superseded data were derived.
 LH0265
 LH0265_MARKER: DB = BENCH MARK DISK
 LH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0265_STAMPING: L 250 1947
 LH0265_MARK LOGO: CGS
 LH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0265+STABILITY: SURFACE MOTION
 LH0265
 LH0265  HISTORY     - Date     Condition        Report By
 LH0265  HISTORY     - 1947     MONUMENTED       CGS
 LH0265  HISTORY     - 1959     GOOD             CGS
 LH0265
 LH0265                          STATION DESCRIPTION
 LH0265
 LH0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0265'6.1 MI SW FROM BLUE HILL.
 LH0265'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0265'AND QUINCY RAILWAY STATION AT BLUE HILL, THENCE 3.0 MILES SOUTH
 LH0265'ALONG U.S. HIGHWAY 281, THENCE 2.7 MILES WEST ALONG U.S.
 LH0265'HIGHWAY 281 AND STATE HIGHWAY 4, 61.2 FEET EAST OF A POWER
 LH0265'POLE, 40.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39.1
 LH0265'FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 LH0265'TO A SMALL FRAME FARMHOUSE ON THE SOUTH SIDE OF THE HIGHWAY,
 LH0265'31.9 FEET EAST OF THE EAST END OF A GATE AT AN ENTRANCE
 LH0265'TO A FIELD, 3.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH
 LH0265'OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0265'0.1 FOOT ABOVE THE GROUND.
 LH0265
 LH0265                          STATION RECOVERY (1959)
 LH0265
 LH0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LH0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0266 ***********************************************************************
 LH0266  DESIGNATION -  L 250 RESET
 LH0266  PID         -  LH0266
 LH0266  STATE/COUNTY-  NE/WEBSTER
 LH0266  COUNTRY     -  US
 LH0266  USGS QUAD   -  BLUE HILL (2017)
 LH0266
 LH0266                         *CURRENT SURVEY CONTROL
 LH0266  ______________________________________________________________________
 LH0266* NAD 83(1986) POSITION- 40 17 31.6    (N) 098 29 43.9    (W)   HD_HELD2
 LH0266* NAVD 88 ORTHO HEIGHT -   618.70  (meters)     2029.9   (feet) RESET
 LH0266  ______________________________________________________________________
 LH0266  GEOID HEIGHT    -        -25.782 (meters)                     GEOID18
 LH0266  VERT ORDER      -  THIRD
 LH0266
 LH0266.The horizontal coordinates were established by autonomous hand held GPS
 LH0266.observations and have an estimated accuracy of +/- 10 meters.
 LH0266
 LH0266.The orthometric height was computed from unverified reset data.
 LH0266
 LH0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0266.GEOID18 height accuracy estimate available here.
 LH0266
 LH0266.Click photographs - Photos may exist for this station.
 LH0266
 LH0266;                    North         East    Units  Estimated Accuracy
 LH0266;SPC NE       -    52,052.      627,902.      MT  (+/- 10 meters HH2 GPS)
 LH0266
 LH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4287760301(NAD 83)
 LH0266
 LH0266                          SUPERSEDED SURVEY CONTROL
 LH0266
 LH0266  NGVD 29 (??/??/??)  618.47   (m)         2029.1    (f) RESET       3  
 LH0266
 LH0266.Superseded values are not recommended for survey control.
 LH0266
 LH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0266.See file dsdata.pdf to determine how the superseded data were derived.
 LH0266
 LH0266_MARKER: DB = BENCH MARK DISK
 LH0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0266_STAMPING: L 250 1947 RESET 1962
 LH0266_MARK LOGO: CGS
 LH0266_PROJECTION: PROJECTING 9 CENTIMETERS
 LH0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0266+STABILITY: SURFACE MOTION
 LH0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0266+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LH0266
 LH0266  HISTORY     - Date     Condition        Report By
 LH0266  HISTORY     - 1962     MONUMENTED       CGS
 LH0266  HISTORY     - 1981     GOOD             NGS
 LH0266  HISTORY     - 20051105 GOOD             NEDR
 LH0266  HISTORY     - 20200728 GOOD             WSRR
 LH0266
 LH0266                          STATION DESCRIPTION
 LH0266
 LH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LH0266'6.1 MI SW FROM BLUE HILL.
 LH0266'0.4 MILE EAST ALONG A PAVED STREET FROM CHICAGO, BURLINGTON
 LH0266'AND QUINCY RAILROAD STATION AT BLUE HILL, WEBSTER COUNTY, THENCE
 LH0266'3.0 MILES SOUTH ALONG U.S. HIGHWAY 281, THENCE 2.7 MILES WEST
 LH0266'ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4, ACROSS THE HIGHWAY
 LH0266'FROM A FARM DRIVEWAY, 70 FEET NORTH OF THE CENTERLINE OF U.S.
 LH0266'HIGHWAY 281 AND STATE HIGHWAY 4, 5.5 FEET WEST OF A POWER
 LH0266'POLE WITH GUY WIRE, AND 1 FOOT EAST OF A NEW WITNESS POST SIGN.
 LH0266'THIS MARK PROJECTS 4 INCHES.  THIS BENCH MARK IS 2.1 MILES WEST
 LH0266'ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4 FROM A POINT WHERE
 LH0266'THE BURLINGTON, CHICAGO AND QUINCY RAILROAD CROSSES U.S. HIGHWAY
 LH0266'281 AND STATE HIGHWAY 4 AND BENCH MARK N 249 1947.  THIS BENCH
 LH0266'MARK IS USED AS THE AZIMUTH MARK FOR TRIANGULATION STATION
 LH0266'BLUE HILL, ALSO.
 LH0266
 LH0266                          STATION RECOVERY (1981)
 LH0266
 LH0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0266'RECOVERED IN GOOD CONDITION.
 LH0266
 LH0266                          STATION RECOVERY (2005)
 LH0266
 LH0266'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0266'STATION WAS FOUND IN GOOD CONDITION 0.3 FOOT ABOVE THE SURFACE IN A
 LH0266'ROUND MASS OF CONCRETE.
 LH0266'
 LH0266'TO REACH THE STATION FROM THE INTERSECTION OF NORTH-SOUTH US HIGHWAY
 LH0266'281 AND EAST-WEST CASS STREET, LOCATED IN THE NORTHEASTERN CORNER OF
 LH0266'THE TOWN OF BLUE HILL, GO SOUTH ON US HIGHWAY 281 FOR 3.0 MILES TO THE
 LH0266'JUNCTION WITH STATE HIGHWAY 4.
 LH0266'THEN GO WEST 2.7 MILES ON COMBINED HIGHWAYS 281 AND STATE HIGHWAY 4 TO
 LH0266'THE STATION WHICH IS LOCATED ALONG THE NORTH RIGHT OF WAY LINE OF THE
 LH0266'HIGHWAY ACROSS FROM FARM BUILDINGS ON THE SOUTH SIDE OF THE HIGHWAY.
 LH0266'
 LH0266'THE MARKER IS A STANDARD USC AND GS BRONZE BENCH MARK DISK STAMPED
 LH0266'L250 RESET 1962. THIS BENCH MARK IS USED AS THE AZIMUTH MARK FOR
 LH0266'TRINGULATION STATION BLUE HILL. FOUND BY JERRY PENRY AND GENE THOMSEN.
 LH0266'
 LH0266'70 FEET NORTH OF THE CENTERLINE OF HIGHWAY 281 / 4,  19.4 FEET WEST OF
 LH0266'A CONCRETE RIGHT OF WAY MARKER,  5.5 FEET WEST OF A POWER POLE WITH
 LH0266'GUY WIRE, AND ACROSS THE HIGHWAY FROM A FARM DRIVEWAY.
 LH0266
 LH0266                          STATION RECOVERY (2020)
 LH0266
 LH0266'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LH0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0745 ***********************************************************************
 MJ0745  DESIGNATION -  L 253
 MJ0745  PID         -  MJ0745
 MJ0745  STATE/COUNTY-  NE/DOUGLAS
 MJ0745  COUNTRY     -  US
 MJ0745  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0745
 MJ0745                         *CURRENT SURVEY CONTROL
 MJ0745  ______________________________________________________________________
 MJ0745* NAD 83(1986) POSITION- 41 17 59.07   (N) 095 56 41.61   (W)   HD_HELD1
 MJ0745* NAVD 88 ORTHO HEIGHT -   318.257 (meters)     1044.15  (feet) ADJUSTED
 MJ0745  ______________________________________________________________________
 MJ0745  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 MJ0745  DYNAMIC HEIGHT  -        318.122 (meters)     1043.71  (feet) COMP
 MJ0745  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 MJ0745
 MJ0745  VERT ORDER      -  FIRST     CLASS II
 MJ0745
 MJ0745.The horizontal coordinates were determined by differentially corrected
 MJ0745.hand held GPS observations or other comparable positioning techniques
 MJ0745.and have an estimated accuracy of +/- 3 meters.
 MJ0745
 MJ0745.The orthometric height was determined by differential leveling and
 MJ0745.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0745.in June 1991.
 MJ0745
 MJ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0745.GEOID18 height accuracy estimate available here.
 MJ0745
 MJ0745.Click photographs - Photos may exist for this station.
 MJ0745
 MJ0745.The dynamic height is computed by dividing the NAVD 88
 MJ0745.geopotential number by the normal gravity value computed on the
 MJ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0745.degrees latitude (g = 980.6199 gals.).
 MJ0745
 MJ0745.The modeled gravity was interpolated from observed gravity values.
 MJ0745
 MJ0745;                    North         East    Units  Estimated Accuracy
 MJ0745;SPC NE       -   170,769.1     839,388.8     MT  (+/- 3 meters HH1 GPS) 
 MJ0745
 MJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5344176216(NAD 83)
 MJ0745
 MJ0745                          SUPERSEDED SURVEY CONTROL
 MJ0745
 MJ0745  NGVD 29 (??/??/92)  318.129  (m)         1043.73   (f) ADJ UNCH    1 2
 MJ0745
 MJ0745.Superseded values are not recommended for survey control.
 MJ0745
 MJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0745.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0745
 MJ0745_MARKER: DB = BENCH MARK DISK
 MJ0745_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0745_SP_SET: FOUNDATION
 MJ0745_STAMPING: L 253 1947
 MJ0745_MARK LOGO: CGS
 MJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0745+STABILITY: SURFACE MOTION
 MJ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0745+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 MJ0745
 MJ0745  HISTORY     - Date     Condition        Report By
 MJ0745  HISTORY     - 1947     MONUMENTED       CGS
 MJ0745  HISTORY     - 1976     GOOD             LOCSUR
 MJ0745  HISTORY     - 19890808 GOOD             NGS
 MJ0745
 MJ0745                          STATION DESCRIPTION
 MJ0745
 MJ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0745'AT OMAHA.
 MJ0745'AT OMAHA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 MJ0745'TWENTY-SECOND STREET AND AMES AVENUE, SET VERTICALLY IN THE SOUTH
 MJ0745'WALL OF A FIRE DEPARTMENT BUILDING, 5 FEET WEST OF THE MAIN
 MJ0745'ENTRANCE TO THE BUILDING, 3 FEET ABOVE THE GROUND.
 MJ0745
 MJ0745                          STATION RECOVERY (1976)
 MJ0745
 MJ0745'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0745'RECOVERED IN GOOD CONDITION.
 MJ0745
 MJ0745                          STATION RECOVERY (1989)
 MJ0745
 MJ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0674 ***********************************************************************
 MJ0674  DESIGNATION -  L 254
 MJ0674  PID         -  MJ0674
 MJ0674  STATE/COUNTY-  NE/DOUGLAS
 MJ0674  COUNTRY     -  US
 MJ0674  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0674
 MJ0674                         *CURRENT SURVEY CONTROL
 MJ0674  ______________________________________________________________________
 MJ0674* NAD 83(1986) POSITION- 41 14 48.     (N) 095 59 53.     (W)   SCALED
 MJ0674* NAVD 88 ORTHO HEIGHT -   337.115 (meters)     1106.02  (feet) ADJUSTED
 MJ0674  ______________________________________________________________________
 MJ0674  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 MJ0674  DYNAMIC HEIGHT  -        336.972 (meters)     1105.55  (feet) COMP
 MJ0674  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 MJ0674
 MJ0674  VERT ORDER      -  FIRST     CLASS II
 MJ0674
 MJ0674.The horizontal coordinates were scaled from a map and have
 MJ0674.an estimated accuracy of +/- 6 seconds.
 MJ0674
 MJ0674.The orthometric height was determined by differential leveling and
 MJ0674.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0674.in June 1991.
 MJ0674
 MJ0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0674.GEOID18 height accuracy estimate available here.
 MJ0674
 MJ0674.Click photographs - Photos may exist for this station.
 MJ0674
 MJ0674.The dynamic height is computed by dividing the NAVD 88
 MJ0674.geopotential number by the normal gravity value computed on the
 MJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0674.degrees latitude (g = 980.6199 gals.).
 MJ0674
 MJ0674.The modeled gravity was interpolated from observed gravity values.
 MJ0674
 MJ0674;                    North         East    Units  Estimated Accuracy
 MJ0674;SPC NE       -   164,680.      835,220.      MT  (+/- 180 meters Scaled)
 MJ0674
 MJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF487704(NAD 83)
 MJ0674
 MJ0674                          SUPERSEDED SURVEY CONTROL
 MJ0674
 MJ0674  NGVD 29 (??/??/92)  336.991  (m)         1105.61   (f) ADJ UNCH    1 2
 MJ0674
 MJ0674.Superseded values are not recommended for survey control.
 MJ0674
 MJ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0674.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0674
 MJ0674_MARKER: DB = BENCH MARK DISK
 MJ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0674_STAMPING: L 254 1947
 MJ0674_MARK LOGO: CGS
 MJ0674_PROJECTION: RECESSED 12 CENTIMETERS
 MJ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0674+STABILITY: SURFACE MOTION
 MJ0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0674+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 MJ0674
 MJ0674  HISTORY     - Date     Condition        Report By
 MJ0674  HISTORY     - 1947     MONUMENTED       CGS
 MJ0674  HISTORY     - 1976     GOOD             NGS
 MJ0674  HISTORY     - 20110223 GOOD             INDIV
 MJ0674
 MJ0674                          STATION DESCRIPTION
 MJ0674
 MJ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0674'AT OMAHA.
 MJ0674'AT OMAHA, AT THE JUNCTION OF 55TH STREET AND POPPLETON AVENUE,
 MJ0674'21.0 FEET SOUTH OF THE SOUTH CURB OF POPPLETON AVENUE (LEADING
 MJ0674'WEST), 17.9 FEET NORTH OF THE NORTH EDGE OF A CONCRETE WALK
 MJ0674'LEADING TO A FRAME HOUSE NUMBER 1304 55TH STREET, 7.1 WEST OF
 MJ0674'THE WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF 55TH STREET,
 MJ0674'1.5 FEET NORTH OF THE EXTENSION TO THE WEST OF THE CENTER LINE
 MJ0674'OF POPPLETON AVENUE LEADING EAST, 1.5 FEET EAST OF THE BASE OF
 MJ0674'THE TERRACE IN A LAWN, 15.0 FEET WEST NORTHWEST OF A JUNCTION
 MJ0674'OF LINES ON TOP OF A 1 FOOT CONCRETE REFERENCE BLOCK WHICH IS
 MJ0674'FLUSH WITH THE GROUND AND WHICH HAS USBM15 AND A LINE POINTING
 MJ0674'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP
 MJ0674'OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 MJ0674
 MJ0674                          STATION RECOVERY (1976)
 MJ0674
 MJ0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0674'RECOVERED IN GOOD CONDITION.
 MJ0674
 MJ0674                          STATION RECOVERY (2011)
 MJ0674
 MJ0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0918 ***********************************************************************
 MJ0918  DESIGNATION -  L 255
 MJ0918  PID         -  MJ0918
 MJ0918  STATE/COUNTY-  NE/DOUGLAS
 MJ0918  COUNTRY     -  US
 MJ0918  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0918
 MJ0918                         *CURRENT SURVEY CONTROL
 MJ0918  ______________________________________________________________________
 MJ0918* NAD 83(1986) POSITION- 41 18 23.     (N) 095 55 04.     (W)   SCALED
 MJ0918* NAVD 88 ORTHO HEIGHT -   297.859 (meters)      977.23  (feet) ADJUSTED
 MJ0918  ______________________________________________________________________
 MJ0918  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 MJ0918  DYNAMIC HEIGHT  -        297.734 (meters)      976.82  (feet) COMP
 MJ0918  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 MJ0918
 MJ0918  VERT ORDER      -  FIRST     CLASS II
 MJ0918
 MJ0918.The horizontal coordinates were scaled from a map and have
 MJ0918.an estimated accuracy of +/- 6 seconds.
 MJ0918
 MJ0918.The orthometric height was determined by differential leveling and
 MJ0918.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0918.in June 1991.
 MJ0918
 MJ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0918.GEOID18 height accuracy estimate available here.
 MJ0918
 MJ0918.Click photographs - Photos may exist for this station.
 MJ0918
 MJ0918.The dynamic height is computed by dividing the NAVD 88
 MJ0918.geopotential number by the normal gravity value computed on the
 MJ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0918.degrees latitude (g = 980.6199 gals.).
 MJ0918
 MJ0918.The modeled gravity was interpolated from observed gravity values.
 MJ0918
 MJ0918;                    North         East    Units  Estimated Accuracy
 MJ0918;SPC NE       -   171,610.      841,620.      MT  (+/- 180 meters Scaled)
 MJ0918
 MJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF557768(NAD 83)
 MJ0918
 MJ0918                          SUPERSEDED SURVEY CONTROL
 MJ0918
 MJ0918  NGVD 29 (??/??/92)  297.731  (m)          976.81   (f) ADJ UNCH    1 2
 MJ0918
 MJ0918.Superseded values are not recommended for survey control.
 MJ0918
 MJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0918.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0918
 MJ0918_MARKER: DB = BENCH MARK DISK
 MJ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0918_STAMPING: L 255 1947
 MJ0918_MARK LOGO: CGS
 MJ0918_PROJECTION: FLUSH
 MJ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0918+STABILITY: SURFACE MOTION
 MJ0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0918+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 MJ0918
 MJ0918  HISTORY     - Date     Condition        Report By
 MJ0918  HISTORY     - 1947     MONUMENTED       CGS
 MJ0918  HISTORY     - 1976     GOOD             LOCSUR
 MJ0918  HISTORY     - 19890823 GOOD             NGS
 MJ0918
 MJ0918                          STATION DESCRIPTION
 MJ0918
 MJ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0918'AT OMAHA.
 MJ0918'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF FORT
 MJ0918'STREET AND 2ND STREET, 41.2 FEET NORTHWEST OF THE NORTHWEST
 MJ0918'CORNER OF HOUSE NUMBER 5225 ON 2ND STREET, 36.1 FEET SOUTH OF THE
 MJ0918'APPROXIMATED CENTER LINE OF FORT STREET (UNPAVED), 23.8 FEET
 MJ0918'EAST OF THE APPROXIMATED CENTER LINE OF 2ND STREET (UNPAVED),
 MJ0918'5.4 FEET EAST OF A POINT 22.8 FEET NORTH OF THE NORTH FACE OF A
 MJ0918'16 INCH MAPLE TREE, 5.2 FEET SOUTH OF A LINE OF POWER POLES,
 MJ0918'2.5 FEET NORTH OF A POINT 51.7 FEET WEST OF A 12 INCH MAPLE
 MJ0918'TREE, SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH SURFACE
 MJ0918'OF A GRASS LAWN.
 MJ0918
 MJ0918                          STATION RECOVERY (1976)
 MJ0918
 MJ0918'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0918'RECOVERED IN GOOD CONDITION.
 MJ0918
 MJ0918                          STATION RECOVERY (1989)
 MJ0918
 MJ0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0918'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS,
 MJ0918'DELETE--51.7 FEET WEST OF A 12-INCH MAPLE TREE, AND 5.4 FEET EAST OF
 MJ0918'A POINT 22.8 FEET NORTH OF THE NORTH FACE OF A 16-INCH MAPLE TREE.
 MJ0918'ADD--0.9 M (3.0 FT) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1032 ***********************************************************************
 LF1032  DESIGNATION -  L 256
 LF1032  PID         -  LF1032
 LF1032  STATE/COUNTY-  NE/CASS
 LF1032  COUNTRY     -  US
 LF1032  USGS QUAD   -  MURRAY (2017)
 LF1032
 LF1032                         *CURRENT SURVEY CONTROL
 LF1032  ______________________________________________________________________
 LF1032* NAD 83(1986) POSITION- 40 54 54.     (N) 095 53 32.     (W)   SCALED
 LF1032* NAVD 88 ORTHO HEIGHT -   329.305 (meters)     1080.39  (feet) ADJUSTED
 LF1032  ______________________________________________________________________
 LF1032  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 LF1032  DYNAMIC HEIGHT  -        329.162 (meters)     1079.93  (feet) COMP
 LF1032  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 LF1032
 LF1032  VERT ORDER      -  SECOND    CLASS 0
 LF1032
 LF1032.The horizontal coordinates were scaled from a map and have
 LF1032.an estimated accuracy of +/- 6 seconds.
 LF1032
 LF1032.The orthometric height was determined by differential leveling and
 LF1032.adjusted by the NATIONAL GEODETIC SURVEY
 LF1032.in June 1991.
 LF1032
 LF1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1032.GEOID18 height accuracy estimate available here.
 LF1032
 LF1032.Click photographs - Photos may exist for this station.
 LF1032
 LF1032.The dynamic height is computed by dividing the NAVD 88
 LF1032.geopotential number by the normal gravity value computed on the
 LF1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1032.degrees latitude (g = 980.6199 gals.).
 LF1032
 LF1032.The modeled gravity was interpolated from observed gravity values.
 LF1032
 LF1032;                    North         East    Units  Estimated Accuracy
 LF1032;SPC NE       -   128,310.      845,820.      MT  (+/- 180 meters Scaled)
 LF1032
 LF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564333(NAD 83)
 LF1032
 LF1032                          SUPERSEDED SURVEY CONTROL
 LF1032
 LF1032  NGVD 29 (??/??/92)  329.203  (m)         1080.06   (f) ADJ UNCH    2 0
 LF1032
 LF1032.Superseded values are not recommended for survey control.
 LF1032
 LF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1032.See file dsdata.pdf to determine how the superseded data were derived.
 LF1032
 LF1032_MARKER: DB = BENCH MARK DISK
 LF1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1032_STAMPING: L 256 1947
 LF1032_MARK LOGO: CGS
 LF1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1032+STABILITY: SURFACE MOTION
 LF1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1032+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 LF1032
 LF1032  HISTORY     - Date     Condition        Report By
 LF1032  HISTORY     - 1947     MONUMENTED       CGS
 LF1032  HISTORY     - 20060221 GOOD             NEDR
 LF1032  HISTORY     - 20091203 GOOD             THOMDD
 LF1032
 LF1032                          STATION DESCRIPTION
 LF1032
 LF1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1032'2 MI E FROM MURRAY.
 LF1032'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1032'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1032'ROAD, 63.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 LF1032'36.6 FEET SOUTH OF A TELEPHONE POLE AT THE INTERSECTION OF
 LF1032'TWO TELEPHONE LINES, 32.0 FEET WEST OF AND LEVEL WITH THE
 LF1032'CENTER LINE OF A NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A 4 X 4
 LF1032'MARKER POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 LF1032'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
 LF1032
 LF1032                          STATION RECOVERY (2006)
 LF1032
 LF1032'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1032'RECOVERED IN GOOD CONDITION.
 LF1032
 LF1032                          STATION RECOVERY (2009)
 LF1032
 LF1032'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2009 (JAG)
 LF1032'MARK FOUND APPROX. 4 INCHES BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1102 ***********************************************************************
 LF1102  DESIGNATION -  L 257
 LF1102  PID         -  LF1102
 LF1102  STATE/COUNTY-  NE/OTOE
 LF1102  COUNTRY     -  US
 LF1102  USGS QUAD   -  NEHAWKA (2017)
 LF1102
 LF1102                         *CURRENT SURVEY CONTROL
 LF1102  ______________________________________________________________________
 LF1102* NAD 83(1986) POSITION- 40 45 17.     (N) 095 58 07.     (W)   SCALED
 LF1102* NAVD 88 ORTHO HEIGHT -   332.284 (meters)     1090.17  (feet) ADJUSTED
 LF1102  ______________________________________________________________________
 LF1102  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 LF1102  DYNAMIC HEIGHT  -        332.117 (meters)     1089.62  (feet) COMP
 LF1102  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 LF1102
 LF1102  VERT ORDER      -  SECOND    CLASS 0
 LF1102
 LF1102.The horizontal coordinates were scaled from a map and have
 LF1102.an estimated accuracy of +/- 6 seconds.
 LF1102
 LF1102.The orthometric height was determined by differential leveling and
 LF1102.adjusted by the NATIONAL GEODETIC SURVEY
 LF1102.in June 1991.
 LF1102
 LF1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1102.GEOID18 height accuracy estimate available here.
 LF1102
 LF1102.Click photographs - Photos may exist for this station.
 LF1102
 LF1102.The dynamic height is computed by dividing the NAVD 88
 LF1102.geopotential number by the normal gravity value computed on the
 LF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1102.degrees latitude (g = 980.6199 gals.).
 LF1102
 LF1102.The modeled gravity was interpolated from observed gravity values.
 LF1102
 LF1102;                    North         East    Units  Estimated Accuracy
 LF1102;SPC NE       -   110,230.      840,230.      MT  (+/- 180 meters Scaled)
 LF1102
 LF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF493157(NAD 83)
 LF1102
 LF1102                          SUPERSEDED SURVEY CONTROL
 LF1102
 LF1102  NGVD 29 (??/??/92)  332.171  (m)         1089.80   (f) ADJ UNCH    2 0
 LF1102
 LF1102.Superseded values are not recommended for survey control.
 LF1102
 LF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1102.See file dsdata.pdf to determine how the superseded data were derived.
 LF1102
 LF1102_MARKER: DB = BENCH MARK DISK
 LF1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1102_STAMPING: L 257 1947
 LF1102_MARK LOGO: CGS
 LF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1102+STABILITY: SURFACE MOTION
 LF1102
 LF1102  HISTORY     - Date     Condition        Report By
 LF1102  HISTORY     - 1947     MONUMENTED       CGS
 LF1102  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1102
 LF1102                          STATION DESCRIPTION
 LF1102
 LF1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1102'6.3 MI W FROM UNION.
 LF1102'0.3 MILE WEST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1102'RAILWAY STATION AT UNION, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 LF1102'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD
 LF1102'CROSSING, 247.0 FEET WEST OF THE WEST END OF A SMALL STEEL BRIDGE,
 LF1102'92.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 56.0
 LF1102'FEET EAST OF A POWER POLE AT A JUNCTION IN THE POWER LINE, 26.0
 LF1102'FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF AN EAST-WEST
 LF1102'ROAD, 2.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF A
 LF1102'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES
 LF1102'ABOVE THE SURFACE OF THE GROUND.
 LF1102
 LF1102                          STATION RECOVERY (1964)
 LF1102
 LF1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0959 ***********************************************************************
 LF0959  DESIGNATION -  L 258
 LF0959  PID         -  LF0959
 LF0959  STATE/COUNTY-  NE/OTOE
 LF0959  COUNTRY     -  US
 LF0959  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0959
 LF0959                         *CURRENT SURVEY CONTROL
 LF0959  ______________________________________________________________________
 LF0959* NAD 83(1986) POSITION- 40 37 34.     (N) 095 48 11.     (W)   SCALED
 LF0959* NAVD 88 ORTHO HEIGHT -   288.307 (meters)      945.89  (feet) ADJUSTED
 LF0959  ______________________________________________________________________
 LF0959  GEOID HEIGHT    -        -29.514 (meters)                     GEOID18
 LF0959  DYNAMIC HEIGHT  -        288.155 (meters)      945.39  (feet) COMP
 LF0959  MODELED GRAVITY -    980,091.3   (mgal)                       NAVD 88
 LF0959
 LF0959  VERT ORDER      -  SECOND    CLASS 0
 LF0959
 LF0959.The horizontal coordinates were scaled from a map and have
 LF0959.an estimated accuracy of +/- 6 seconds.
 LF0959
 LF0959.The orthometric height was determined by differential leveling and
 LF0959.adjusted by the NATIONAL GEODETIC SURVEY
 LF0959.in June 1991.
 LF0959
 LF0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0959.GEOID18 height accuracy estimate available here.
 LF0959
 LF0959.Click photographs - Photos may exist for this station.
 LF0959
 LF0959.The dynamic height is computed by dividing the NAVD 88
 LF0959.geopotential number by the normal gravity value computed on the
 LF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0959.degrees latitude (g = 980.6199 gals.).
 LF0959
 LF0959.The modeled gravity was interpolated from observed gravity values.
 LF0959
 LF0959;                    North         East    Units  Estimated Accuracy
 LF0959;SPC NE       -    96,640.      854,880.      MT  (+/- 180 meters Scaled)
 LF0959
 LF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629010(NAD 83)
 LF0959
 LF0959                          SUPERSEDED SURVEY CONTROL
 LF0959
 LF0959  NGVD 29 (??/??/92)  288.202  (m)          945.54   (f) ADJ UNCH    2 0
 LF0959
 LF0959.Superseded values are not recommended for survey control.
 LF0959
 LF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0959.See file dsdata.pdf to determine how the superseded data were derived.
 LF0959
 LF0959_MARKER: DB = BENCH MARK DISK
 LF0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0959_STAMPING: L 258 1947
 LF0959_MARK LOGO: CGS
 LF0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0959+STABILITY: SURFACE MOTION
 LF0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0959+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0959
 LF0959  HISTORY     - Date     Condition        Report By
 LF0959  HISTORY     - 1947     MONUMENTED       CGS
 LF0959  HISTORY     - 19870504 GOOD             NGS
 LF0959
 LF0959                          STATION DESCRIPTION
 LF0959
 LF0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0959'6 MI SE FROM NEBRASKA CITY.
 LF0959'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0959'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0959'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0959'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN
 LF0959'ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 LF0959'THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 LF0959'EAST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHEAST ALONG A
 LF0959'GRAVELED ROAD, 161.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF0959'BRIDGE, 44.0 FEET EAST OF AND 5.0 FEET HIGHER THAN THE CENTER
 LF0959'LINE OF THE ROAD, 27.2 FEET SOUTHEAST OF A 6-INCH CHINESE ELM
 LF0959'TREE, 19.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 LF0959'FARMHOUSE, 19.3 FEET NORTHWEST OF A 32-INCH ELM TREE, SET IN THE
 LF0959'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0959
 LF0959                          STATION RECOVERY (1987)
 LF0959
 LF0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0959'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) SOUTH ALONG
 LF0959'U.S. HIGHWAY 75 FROM THE SOUTH JUNCTION WITH STATE HIGHWAY 2, ABOUT
 LF0959'1.6 KM (1.00 MI) SOUTH FROM NEBRASKA CITY, TO THE ENTRANCE ROAD TO
 LF0959'THE OMAHA PUBLIC POWER DISTRICTS, NEBRASKA CITY POWER PLANT, ON THE
 LF0959'LEFT, THEN 5.87 KM (3.65 MI) EAST AND SOUTH ALONG THE PAVED ENTRANCE
 LF0959'ROAD TO A HOUSE AND THE MARK ON THE LEFT, 13.4 M (44.0 FT) EAST FROM
 LF0959'THE CENTERLINE OF THE ROAD, 6.07 M (19.9 FT) SOUTHWEST FROM THE
 LF0959'SOUTHWEST CORNER OF THE HOUSE, 6.1 M (20.0 FT) NORTHWEST FROM AN ELM
 LF0959'TREE, 0.9 M (3.0 FT) ABOVE THE ROAD AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0404 ***********************************************************************
 MK0404  DESIGNATION -  L 259
 MK0404  PID         -  MK0404
 MK0404  STATE/COUNTY-  NE/WASHINGTON
 MK0404  COUNTRY     -  US
 MK0404  USGS QUAD   -  ORUM (2017)
 MK0404
 MK0404                         *CURRENT SURVEY CONTROL
 MK0404  ______________________________________________________________________
 MK0404* NAD 83(1986) POSITION- 41 31 51.     (N) 096 18 33.     (W)   SCALED
 MK0404* NAVD 88 ORTHO HEIGHT -   393.902 (meters)     1292.33  (feet) ADJUSTED
 MK0404  ______________________________________________________________________
 MK0404  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 MK0404  DYNAMIC HEIGHT  -        393.723 (meters)     1291.74  (feet) COMP
 MK0404  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 MK0404
 MK0404  VERT ORDER      -  SECOND    CLASS 0
 MK0404
 MK0404.The horizontal coordinates were scaled from a map and have
 MK0404.an estimated accuracy of +/- 6 seconds.
 MK0404
 MK0404.The orthometric height was determined by differential leveling and
 MK0404.adjusted by the NATIONAL GEODETIC SURVEY
 MK0404.in June 1991.
 MK0404
 MK0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0404.GEOID18 height accuracy estimate available here.
 MK0404
 MK0404.Click photographs - Photos may exist for this station.
 MK0404
 MK0404.The dynamic height is computed by dividing the NAVD 88
 MK0404.geopotential number by the normal gravity value computed on the
 MK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0404.degrees latitude (g = 980.6199 gals.).
 MK0404
 MK0404.The modeled gravity was interpolated from observed gravity values.
 MK0404
 MK0404;                    North         East    Units  Estimated Accuracy
 MK0404;SPC NE       -   195,040.      807,830.      MT  (+/- 180 meters Scaled)
 MK0404
 MK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM244011(NAD 83)
 MK0404
 MK0404                          SUPERSEDED SURVEY CONTROL
 MK0404
 MK0404  NGVD 29 (??/??/92)  393.753  (m)         1291.84   (f) ADJ UNCH    2 0
 MK0404
 MK0404.Superseded values are not recommended for survey control.
 MK0404
 MK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0404.See file dsdata.pdf to determine how the superseded data were derived.
 MK0404
 MK0404_MARKER: DB = BENCH MARK DISK
 MK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0404_STAMPING: L 259 1947
 MK0404_MARK LOGO: CGS
 MK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0404+STABILITY: SURFACE MOTION
 MK0404
 MK0404  HISTORY     - Date     Condition        Report By
 MK0404  HISTORY     - 1947     MONUMENTED       CGS
 MK0404
 MK0404                          STATION DESCRIPTION
 MK0404
 MK0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0404'5.4 MI S FROM SPIKER.
 MK0404'5.35 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0404'SPIKER, 0.5 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY NO. 31
 MK0404'AND STATE HIGHWAY NO. 91, AT THE TOP OF A HILL, 151.5 FEET
 MK0404'SOUTH OF A 1 1/2-FOOT LONE BOXELDER TREE, 46.0 FEET EAST OF THE
 MK0404'CENTER OF THE HIGHWAY, 11.7 FEET EAST OF A FENCE CORNER POST, 1.5
 MK0404'FOOT EAST OF A REFERENCE POST, 0.6 FOOT NORTH OF AN EAST-WEST
 MK0404'QUARTER SECTION LINE FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MK0404'ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0193 ***********************************************************************
 LJ0193  DESIGNATION -  L 26
 LJ0193  PID         -  LJ0193
 LJ0193  STATE/COUNTY-  NE/HITCHCOCK
 LJ0193  COUNTRY     -  US
 LJ0193  USGS QUAD   -  TRENTON (2017)
 LJ0193
 LJ0193                         *CURRENT SURVEY CONTROL
 LJ0193  ______________________________________________________________________
 LJ0193* NAD 83(1986) POSITION- 40 10 06.     (N) 101 05 55.     (W)   SCALED
 LJ0193* NAVD 88 ORTHO HEIGHT -   828.251 (meters)     2717.35  (feet) ADJUSTED
 LJ0193  ______________________________________________________________________
 LJ0193  GEOID HEIGHT    -        -23.600 (meters)                     GEOID18
 LJ0193  DYNAMIC HEIGHT  -        827.679 (meters)     2715.48  (feet) COMP
 LJ0193  MODELED GRAVITY -    979,907.5   (mgal)                       NAVD 88
 LJ0193
 LJ0193  VERT ORDER      -  FIRST     CLASS II
 LJ0193
 LJ0193.The horizontal coordinates were scaled from a map and have
 LJ0193.an estimated accuracy of +/- 6 seconds.
 LJ0193
 LJ0193.The orthometric height was determined by differential leveling and
 LJ0193.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0193.in June 1991.
 LJ0193
 LJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0193.GEOID18 height accuracy estimate available here.
 LJ0193
 LJ0193.Click photographs - Photos may exist for this station.
 LJ0193
 LJ0193.The dynamic height is computed by dividing the NAVD 88
 LJ0193.geopotential number by the normal gravity value computed on the
 LJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0193.degrees latitude (g = 980.6199 gals.).
 LJ0193
 LJ0193.The modeled gravity was interpolated from observed gravity values.
 LJ0193
 LJ0193;                    North         East    Units  Estimated Accuracy
 LJ0193;SPC NE       -    37,790.      406,430.      MT  (+/- 180 meters Scaled)
 LJ0193
 LJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK212485(NAD 83)
 LJ0193
 LJ0193                          SUPERSEDED SURVEY CONTROL
 LJ0193
 LJ0193  NGVD 29 (??/??/92)  827.916  (m)         2716.25   (f) ADJ UNCH    1 2
 LJ0193
 LJ0193.Superseded values are not recommended for survey control.
 LJ0193
 LJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0193.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0193
 LJ0193_MARKER: DB = BENCH MARK DISK
 LJ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0193_STAMPING: 2716.254 L 26 1933
 LJ0193_MARK LOGO: CGS
 LJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0193+STABILITY: SURFACE MOTION
 LJ0193
 LJ0193  HISTORY     - Date     Condition        Report By
 LJ0193  HISTORY     - 1933     MONUMENTED       CGS
 LJ0193  HISTORY     - 1959     MARK NOT FOUND   USGS
 LJ0193  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0193
 LJ0193                          STATION DESCRIPTION
 LJ0193
 LJ0193'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LJ0193'4.5 MI W FROM TRENTON.
 LJ0193'4.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0193'FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, 70 FEET EAST
 LJ0193'OF MILEPOST 314, AT A FARM-ROAD CROSSING, ABOUT 380 FEET SOUTH OF
 LJ0193'THE SOUTH RAIL, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 LJ0193'2 FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 LJ0193'DISK, STAMPED 2716.254 L 26 1933.  NOTE-- UNDER WATER AT SWANSON
 LJ0193'LAKE.
 LJ0193
 LJ0193                          STATION RECOVERY (1977)
 LJ0193
 LJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0752 ***********************************************************************
 LF0752  DESIGNATION -  L 260
 LF0752  PID         -  LF0752
 LF0752  STATE/COUNTY-  NE/NEMAHA
 LF0752  COUNTRY     -  US
 LF0752  USGS QUAD   -  NEMAHA (2017)
 LF0752
 LF0752                         *CURRENT SURVEY CONTROL
 LF0752  ______________________________________________________________________
 LF0752* NAD 83(1986) POSITION- 40 20 57.     (N) 095 40 19.     (W)   SCALED
 LF0752* NAVD 88 ORTHO HEIGHT -   289.000 (meters)      948.16  (feet) ADJUSTED
 LF0752  ______________________________________________________________________
 LF0752  GEOID HEIGHT    -        -30.041 (meters)                     GEOID18
 LF0752  DYNAMIC HEIGHT  -        288.848 (meters)      947.66  (feet) COMP
 LF0752  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LF0752
 LF0752  VERT ORDER      -  SECOND    CLASS 0
 LF0752
 LF0752.The horizontal coordinates were scaled from a map and have
 LF0752.an estimated accuracy of +/- 6 seconds.
 LF0752
 LF0752.The orthometric height was determined by differential leveling and
 LF0752.adjusted by the NATIONAL GEODETIC SURVEY
 LF0752.in June 1991.
 LF0752
 LF0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0752.GEOID18 height accuracy estimate available here.
 LF0752
 LF0752.Click photographs - Photos may exist for this station.
 LF0752
 LF0752.The dynamic height is computed by dividing the NAVD 88
 LF0752.geopotential number by the normal gravity value computed on the
 LF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0752.degrees latitude (g = 980.6199 gals.).
 LF0752
 LF0752.The modeled gravity was interpolated from observed gravity values.
 LF0752
 LF0752;                    North         East    Units  Estimated Accuracy
 LF0752;SPC NE       -    66,470.      867,500.      MT  (+/- 180 meters Scaled)
 LF0752
 LF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE730699(NAD 83)
 LF0752
 LF0752                          SUPERSEDED SURVEY CONTROL
 LF0752
 LF0752  NGVD 29 (??/??/92)  288.926  (m)          947.92   (f) ADJ UNCH    2 0
 LF0752
 LF0752.Superseded values are not recommended for survey control.
 LF0752
 LF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0752.See file dsdata.pdf to determine how the superseded data were derived.
 LF0752
 LF0752_MARKER: DB = BENCH MARK DISK
 LF0752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0752_SP_SET: CULVERT HEADWALL
 LF0752_STAMPING: L 260 1947
 LF0752_MARK LOGO: CGS
 LF0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0752+STABILITY: SURFACE MOTION
 LF0752
 LF0752  HISTORY     - Date     Condition        Report By
 LF0752  HISTORY     - 1947     MONUMENTED       CGS
 LF0752
 LF0752                          STATION DESCRIPTION
 LF0752
 LF0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0752'0.7 MI N FROM NEMAHA.
 LF0752'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0752'AT NEMAHA, ON THE OUTSIDE OF A LONG CURVE AND AT THE CROSSING
 LF0752'OF A SMALL CREEK, 0.15 MILE NORTHWEST OF THE JUNCTION OF A
 LF0752'GRAVEL ROAD LEADING NORTH, 20.0 FEET NORTHEAST OF THE CENTER
 LF0752'OF THE HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 LF0752'HEAD WALL OF AN 8 X 12-FOOT CONCRETE CULVERT UNDER THE
 LF0752'HIGHWAY AND ABOUT 5 FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0212 ***********************************************************************
 MK0212  DESIGNATION -  L 261
 MK0212  PID         -  MK0212
 MK0212  STATE/COUNTY-  NE/BURT
 MK0212  COUNTRY     -  US
 MK0212  USGS QUAD   -  MONDAMIN (2018)
 MK0212
 MK0212                         *CURRENT SURVEY CONTROL
 MK0212  ______________________________________________________________________
 MK0212* NAD 83(1986) POSITION- 41 44 30.     (N) 096 07 22.     (W)   SCALED
 MK0212* NAVD 88 ORTHO HEIGHT -   313.006 (meters)     1026.92  (feet) ADJUSTED
 MK0212  ______________________________________________________________________
 MK0212  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 MK0212  DYNAMIC HEIGHT  -        312.879 (meters)     1026.50  (feet) COMP
 MK0212  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 MK0212
 MK0212  VERT ORDER      -  SECOND    CLASS 0
 MK0212
 MK0212.The horizontal coordinates were scaled from a map and have
 MK0212.an estimated accuracy of +/- 6 seconds.
 MK0212
 MK0212.The orthometric height was determined by differential leveling and
 MK0212.adjusted by the NATIONAL GEODETIC SURVEY
 MK0212.in June 1991.
 MK0212
 MK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0212.GEOID18 height accuracy estimate available here.
 MK0212
 MK0212.Click photographs - Photos may exist for this station.
 MK0212
 MK0212.The dynamic height is computed by dividing the NAVD 88
 MK0212.geopotential number by the normal gravity value computed on the
 MK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0212.degrees latitude (g = 980.6199 gals.).
 MK0212
 MK0212.The modeled gravity was interpolated from observed gravity values.
 MK0212
 MK0212;                    North         East    Units  Estimated Accuracy
 MK0212;SPC NE       -   219,100.      822,310.      MT  (+/- 180 meters Scaled)
 MK0212
 MK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM392250(NAD 83)
 MK0212
 MK0212                          SUPERSEDED SURVEY CONTROL
 MK0212
 MK0212  NGVD 29 (??/??/92)  312.864  (m)         1026.45   (f) ADJ UNCH    2 0
 MK0212
 MK0212.Superseded values are not recommended for survey control.
 MK0212
 MK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0212.See file dsdata.pdf to determine how the superseded data were derived.
 MK0212
 MK0212_MARKER: DB = BENCH MARK DISK
 MK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0212_STAMPING: L 261 1948
 MK0212_MARK LOGO: CGS
 MK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0212+STABILITY: SURFACE MOTION
 MK0212
 MK0212  HISTORY     - Date     Condition        Report By
 MK0212  HISTORY     - 1948     MONUMENTED       CGS
 MK0212  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0212
 MK0212                          STATION DESCRIPTION
 MK0212
 MK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0212'7.5 MI SE FROM TEKAMAH.
 MK0212'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0212'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0212'AND 1.05 MILE EAST ALONG GRAVEL ROADS, 0.1 MILE WEST OF A
 MK0212'FARMHOUSE ON THE NORTH SIDE OF THE ROAD AND A BARN ON THE SOUTH
 MK0212'SIDE OF THE ROAD, 125.5 FEET NORTHWEST OF THE MOST WESTERLY
 MK0212'ONE OF TWO LARGE BOX ELDER TREES ON THE SOUTH SIDE OF THE ROAD,
 MK0212'48.6 FEET NORTH OF POWER LINE POLE B7 29-10, 24.7 FEET NORTH
 MK0212'OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A FENCE LINE,
 MK0212'1.4 FOOT WEST OF A TELEPHONE POLE, 1.8 FOOT EAST OF A REFERENCE
 MK0212'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 MK0212'ABOVE THE GROUND.
 MK0212
 MK0212                          STATION RECOVERY (1970)
 MK0212
 MK0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0526 ***********************************************************************
 LF0526  DESIGNATION -  L 263
 LF0526  PID         -  LF0526
 LF0526  STATE/COUNTY-  NE/RICHARDSON
 LF0526  COUNTRY     -  US
 LF0526  USGS QUAD   -  FALLS CITY (2017)
 LF0526
 LF0526                         *CURRENT SURVEY CONTROL
 LF0526  ______________________________________________________________________
 LF0526* NAD 83(1986) POSITION- 40 02 24.     (N) 095 35 06.     (W)   SCALED
 LF0526* NAVD 88 ORTHO HEIGHT -   269.523 (meters)      884.26  (feet) ADJUSTED
 LF0526  ______________________________________________________________________
 LF0526  GEOID HEIGHT    -        -30.505 (meters)                     GEOID18
 LF0526  DYNAMIC HEIGHT  -        269.372 (meters)      883.76  (feet) COMP
 LF0526  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 LF0526
 LF0526  VERT ORDER      -  SECOND    CLASS 0
 LF0526
 LF0526.The horizontal coordinates were scaled from a map and have
 LF0526.an estimated accuracy of +/- 6 seconds.
 LF0526
 LF0526.The orthometric height was determined by differential leveling and
 LF0526.adjusted by the NATIONAL GEODETIC SURVEY
 LF0526.in June 1991.
 LF0526
 LF0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0526.GEOID18 height accuracy estimate available here.
 LF0526
 LF0526.Click photographs - Photos may exist for this station.
 LF0526
 LF0526.The dynamic height is computed by dividing the NAVD 88
 LF0526.geopotential number by the normal gravity value computed on the
 LF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0526.degrees latitude (g = 980.6199 gals.).
 LF0526
 LF0526.The modeled gravity was interpolated from observed gravity values.
 LF0526
 LF0526;                    North         East    Units  Estimated Accuracy
 LF0526;SPC NE       -    32,570.      876,620.      MT  (+/- 180 meters Scaled)
 LF0526
 LF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE794353(NAD 83)
 LF0526
 LF0526                          SUPERSEDED SURVEY CONTROL
 LF0526
 LF0526  NGVD 29 (??/??/92)  269.443  (m)          884.00   (f) ADJ UNCH    2 0
 LF0526
 LF0526.Superseded values are not recommended for survey control.
 LF0526
 LF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0526.See file dsdata.pdf to determine how the superseded data were derived.
 LF0526
 LF0526_MARKER: DB = BENCH MARK DISK
 LF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0526_STAMPING: L 263 1948
 LF0526_MARK LOGO: CGS
 LF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0526+STABILITY: SURFACE MOTION
 LF0526
 LF0526  HISTORY     - Date     Condition        Report By
 LF0526  HISTORY     - 1948     MONUMENTED       CGS
 LF0526  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0526
 LF0526                          STATION DESCRIPTION
 LF0526
 LF0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0526'1.2 MI SE FROM FALLS CITY.
 LF0526'1.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0526'STATION AT FALLS CITY (MISSOURI PACIFIC RAILROAD STATION), 75.0
 LF0526'FEET EAST OF THE NORTHEAST END OF TRESTLE A 134 1/2, 85.0 FEET
 LF0526'EAST OF EAST RAIL OF THE EAST TRACK, 46.0 FEET EAST OF A FENCE
 LF0526'CORNER, 1.0 FOOT NORTH OF A FENCE, 1.3 FOOT WEST OF A REFERENCE
 LF0526'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LF0526'THE GROUND.  NOTE-- BM LOCATED OFF OF RIGHT OF WAY IN FIELD AND
 LF0526'PROBABLY DESTROYED BY MACHINERY.
 LF0526
 LF0526                          STATION RECOVERY (1964)
 LF0526
 LF0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0526'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0616 ***********************************************************************
 LF0616  DESIGNATION -  L 266
 LF0616  PID         -  LF0616
 LF0616  STATE/COUNTY-  NE/RICHARDSON
 LF0616  COUNTRY     -  US
 LF0616  USGS QUAD   -  BARADA (2017)
 LF0616
 LF0616                         *CURRENT SURVEY CONTROL
 LF0616  ______________________________________________________________________
 LF0616* NAD 83(1986) POSITION- 40 13 46.     (N) 095 32 52.     (W)   SCALED
 LF0616* NAVD 88 ORTHO HEIGHT -   334.588 (meters)     1097.73  (feet) ADJUSTED
 LF0616  ______________________________________________________________________
 LF0616  GEOID HEIGHT    -        -30.447 (meters)                     GEOID18
 LF0616  DYNAMIC HEIGHT  -        334.401 (meters)     1097.11  (feet) COMP
 LF0616  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 LF0616
 LF0616  VERT ORDER      -  SECOND    CLASS 0
 LF0616
 LF0616.The horizontal coordinates were scaled from a map and have
 LF0616.an estimated accuracy of +/- 6 seconds.
 LF0616
 LF0616.The orthometric height was determined by differential leveling and
 LF0616.adjusted by the NATIONAL GEODETIC SURVEY
 LF0616.in June 1991.
 LF0616
 LF0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0616.GEOID18 height accuracy estimate available here.
 LF0616
 LF0616.Click photographs - Photos may exist for this station.
 LF0616
 LF0616.The dynamic height is computed by dividing the NAVD 88
 LF0616.geopotential number by the normal gravity value computed on the
 LF0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0616.degrees latitude (g = 980.6199 gals.).
 LF0616
 LF0616.The modeled gravity was interpolated from observed gravity values.
 LF0616
 LF0616;                    North         East    Units  Estimated Accuracy
 LF0616;SPC NE       -    53,740.      878,710.      MT  (+/- 180 meters Scaled)
 LF0616
 LF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE832563(NAD 83)
 LF0616
 LF0616                          SUPERSEDED SURVEY CONTROL
 LF0616
 LF0616  NGVD 29 (??/??/92)  334.513  (m)         1097.48   (f) ADJ UNCH    2 0
 LF0616
 LF0616.Superseded values are not recommended for survey control.
 LF0616
 LF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0616.See file dsdata.pdf to determine how the superseded data were derived.
 LF0616
 LF0616_MARKER: DB = BENCH MARK DISK
 LF0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0616_STAMPING: L 266 1947
 LF0616_MARK LOGO: CGS
 LF0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0616+STABILITY: SURFACE MOTION
 LF0616
 LF0616  HISTORY     - Date     Condition        Report By
 LF0616  HISTORY     - 1947     MONUMENTED       CGS
 LF0616
 LF0616                          STATION DESCRIPTION
 LF0616
 LF0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0616'2.8 MI E FROM BARADA.
 LF0616'1.0 MILE NORTH AND 1.8 MILE EAST ALONG DIRT ROADS FROM THE SCHOOL
 LF0616'AT BARADA, ON THE OUTSIDE OF A SHARP TURN IN THE ROAD AND AT A
 LF0616'FARM HOUSE, 43.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY
 LF0616'LEADING SOUTH TO THE FARM HOUSE, 29.0 FEET SOUTH OF THE CENTER
 LF0616'OF THE MAIN ROAD, 27.2 FEET NORTH OF THE NORTH WALL OF THE FARM
 LF0616'HOUSE, 4.5 FEET EAST OF A POINT IN LINE WITH THE WEST WALL OF
 LF0616'THE FARM HOUSE, 1.3 FOOT WEST OF A REFERENCE POST, 0.9 FOOT
 LF0616'NORTH OF AND EAST-WEST FARM YARD FENCE LINE, SET IN A CONCRETE
 LF0616'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 LF0616'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0642 ***********************************************************************
 LF0642  DESIGNATION -  L 267
 LF0642  PID         -  LF0642
 LF0642  STATE/COUNTY-  NE/RICHARDSON
 LF0642  COUNTRY     -  US
 LF0642  USGS QUAD   -  BARADA (2017)
 LF0642
 LF0642                         *CURRENT SURVEY CONTROL
 LF0642  ______________________________________________________________________
 LF0642* NAD 83(1986) POSITION- 40 09 36.     (N) 095 35 46.     (W)   SCALED
 LF0642* NAVD 88 ORTHO HEIGHT -   322.653 (meters)     1058.57  (feet) ADJUSTED
 LF0642  ______________________________________________________________________
 LF0642  GEOID HEIGHT    -        -30.387 (meters)                     GEOID18
 LF0642  DYNAMIC HEIGHT  -        322.474 (meters)     1057.98  (feet) COMP
 LF0642  MODELED GRAVITY -    980,064.2   (mgal)                       NAVD 88
 LF0642
 LF0642  VERT ORDER      -  SECOND    CLASS 0
 LF0642
 LF0642.The horizontal coordinates were scaled from a map and have
 LF0642.an estimated accuracy of +/- 6 seconds.
 LF0642
 LF0642.The orthometric height was determined by differential leveling and
 LF0642.adjusted by the NATIONAL GEODETIC SURVEY
 LF0642.in June 1991.
 LF0642
 LF0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0642.GEOID18 height accuracy estimate available here.
 LF0642
 LF0642.Click photographs - Photos may exist for this station.
 LF0642
 LF0642.The dynamic height is computed by dividing the NAVD 88
 LF0642.geopotential number by the normal gravity value computed on the
 LF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0642.degrees latitude (g = 980.6199 gals.).
 LF0642
 LF0642.The modeled gravity was interpolated from observed gravity values.
 LF0642
 LF0642;                    North         East    Units  Estimated Accuracy
 LF0642;SPC NE       -    45,820.      875,000.      MT  (+/- 180 meters Scaled)
 LF0642
 LF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE789487(NAD 83)
 LF0642
 LF0642                          SUPERSEDED SURVEY CONTROL
 LF0642
 LF0642  NGVD 29 (??/??/92)  322.582  (m)         1058.34   (f) ADJ UNCH    2 0
 LF0642
 LF0642.Superseded values are not recommended for survey control.
 LF0642
 LF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0642.See file dsdata.pdf to determine how the superseded data were derived.
 LF0642
 LF0642_MARKER: DB = BENCH MARK DISK
 LF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0642_STAMPING: L 267 1947
 LF0642_MARK LOGO: CGS
 LF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0642+STABILITY: SURFACE MOTION
 LF0642
 LF0642  HISTORY     - Date     Condition        Report By
 LF0642  HISTORY     - 1947     MONUMENTED       CGS
 LF0642
 LF0642                          STATION DESCRIPTION
 LF0642
 LF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0642'4.9 MI S FROM BARADA.
 LF0642'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 4.0 MILES SOUTH ALONG
 LF0642'A GRAVEL ROAD FROM THE SCHOOL AT BARADA, IN THE NORTHEAST ANGLE
 LF0642'OF A CROSS ROAD, 52.0 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LF0642'ROAD, 33.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 LF0642'15.2 FEET NORTH OF A POWER LINE POLE WHICH IS AT THE CROSSING
 LF0642'OF 2 POWER LINES, 1.3 FOOT SOUTH OF A REFERENCE POST, SET IN A
 LF0642'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 LF0642'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1067 ***********************************************************************
 LF1067  DESIGNATION -  L 269
 LF1067  PID         -  LF1067
 LF1067  STATE/COUNTY-  NE/CASS
 LF1067  COUNTRY     -  US
 LF1067  USGS QUAD   -  NEHAWKA (2017)
 LF1067
 LF1067                         *CURRENT SURVEY CONTROL
 LF1067  ______________________________________________________________________
 LF1067* NAD 83(1986) POSITION- 40 49 25.     (N) 095 58 01.     (W)   SCALED
 LF1067* NAVD 88 ORTHO HEIGHT -   300.441 (meters)      985.70  (feet) ADJUSTED
 LF1067  ______________________________________________________________________
 LF1067  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 LF1067  DYNAMIC HEIGHT  -        300.304 (meters)      985.25  (feet) COMP
 LF1067  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 LF1067
 LF1067  VERT ORDER      -  SECOND    CLASS 0
 LF1067
 LF1067.The horizontal coordinates were scaled from a map and have
 LF1067.an estimated accuracy of +/- 6 seconds.
 LF1067
 LF1067.The orthometric height was determined by differential leveling and
 LF1067.adjusted by the NATIONAL GEODETIC SURVEY
 LF1067.in June 1991.
 LF1067
 LF1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1067.GEOID18 height accuracy estimate available here.
 LF1067
 LF1067.Click photographs - Photos may exist for this station.
 LF1067
 LF1067.The dynamic height is computed by dividing the NAVD 88
 LF1067.geopotential number by the normal gravity value computed on the
 LF1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1067.degrees latitude (g = 980.6199 gals.).
 LF1067
 LF1067.The modeled gravity was interpolated from observed gravity values.
 LF1067
 LF1067;                    North         East    Units  Estimated Accuracy
 LF1067;SPC NE       -   117,880.      840,010.      MT  (+/- 180 meters Scaled)
 LF1067
 LF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF497234(NAD 83)
 LF1067
 LF1067                          SUPERSEDED SURVEY CONTROL
 LF1067
 LF1067  NGVD 29 (??/??/92)  300.347  (m)          985.39   (f) ADJ UNCH    2 0
 LF1067
 LF1067.Superseded values are not recommended for survey control.
 LF1067
 LF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1067.See file dsdata.pdf to determine how the superseded data were derived.
 LF1067
 LF1067_MARKER: DB = BENCH MARK DISK
 LF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1067_STAMPING: L 269 1947
 LF1067_MARK LOGO: CGS
 LF1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1067+STABILITY: SURFACE MOTION
 LF1067
 LF1067  HISTORY     - Date     Condition        Report By
 LF1067  HISTORY     - 1947     MONUMENTED       CGS
 LF1067
 LF1067                          STATION DESCRIPTION
 LF1067
 LF1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1067'1.5 MI E FROM NEHAWKA.
 LF1067'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1067'STATION AT NEHAWKA, AT A PRIVATE ROAD CROSSING, 93.6 FEET
 LF1067'SOUTHEAST OF AND ACROSS THE TRACK FROM THE SECOND POLE WEST OF
 LF1067'MILEPOST 450/5, 48.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LF1067'TRACK, 9.5 FEET SOUTHWEST OF THE SOUTHWEST END OF A STEEL GATE,
 LF1067'2.0 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A
 LF1067'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT
 LF1067'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0142 ***********************************************************************
 LJ0142  DESIGNATION -  L 27
 LJ0142  PID         -  LJ0142
 LJ0142  STATE/COUNTY-  NE/FRONTIER
 LJ0142  COUNTRY     -  US
 LJ0142  USGS QUAD   -  CURTIS (2017)
 LJ0142
 LJ0142                         *CURRENT SURVEY CONTROL
 LJ0142  ______________________________________________________________________
 LJ0142* NAD 83(1986) POSITION- 40 39 28.     (N) 100 37 08.     (W)   SCALED
 LJ0142* NAVD 88 ORTHO HEIGHT -   813.463 (meters)     2668.84  (feet) ADJUSTED
 LJ0142  ______________________________________________________________________
 LJ0142  GEOID HEIGHT    -        -23.096 (meters)                     GEOID18
 LJ0142  DYNAMIC HEIGHT  -        812.953 (meters)     2667.16  (feet) COMP
 LJ0142  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 LJ0142
 LJ0142  VERT ORDER      -  SECOND    CLASS 0
 LJ0142
 LJ0142.The horizontal coordinates were scaled from a map and have
 LJ0142.an estimated accuracy of +/- 6 seconds.
 LJ0142
 LJ0142.The orthometric height was determined by differential leveling and
 LJ0142.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0142.in June 1991.
 LJ0142
 LJ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0142.GEOID18 height accuracy estimate available here.
 LJ0142
 LJ0142.Click photographs - Photos may exist for this station.
 LJ0142
 LJ0142.The dynamic height is computed by dividing the NAVD 88
 LJ0142.geopotential number by the normal gravity value computed on the
 LJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0142.degrees latitude (g = 980.6199 gals.).
 LJ0142
 LJ0142.The modeled gravity was interpolated from observed gravity values.
 LJ0142
 LJ0142;                    North         East    Units  Estimated Accuracy
 LJ0142;SPC NE       -    91,720.      447,670.      MT  (+/- 180 meters Scaled)
 LJ0142
 LJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL631020(NAD 83)
 LJ0142
 LJ0142                          SUPERSEDED SURVEY CONTROL
 LJ0142
 LJ0142  NGVD 29 (??/??/92)  813.109  (m)         2667.68   (f) ADJ UNCH    2 0
 LJ0142
 LJ0142.Superseded values are not recommended for survey control.
 LJ0142
 LJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0142.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0142
 LJ0142_MARKER: DB = BENCH MARK DISK
 LJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0142_STAMPING: L 27 1934
 LJ0142_MARK LOGO: CGS
 LJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0142+STABILITY: SURFACE MOTION
 LJ0142
 LJ0142  HISTORY     - Date     Condition        Report By
 LJ0142  HISTORY     - 1934     MONUMENTED       CGS
 LJ0142  HISTORY     - 1955     MARK NOT FOUND   USGS
 LJ0142
 LJ0142                          STATION DESCRIPTION
 LJ0142
 LJ0142'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LJ0142'AT MAYWOOD.
 LJ0142'AT MAYWOOD, FRONTIER COUNTY, 78 FEET SOUTH OF THE SOUTH END OF
 LJ0142'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE SOUTH
 LJ0142'END OF A SMALL PARK, AND 30.5 FEET EAST OF THE CENTERLINE OF THE
 LJ0142'MAIN TRACK.  A STANDARD DISK, STAMPED L 27 1934 AND SET IN THE
 LJ0142'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1402 ***********************************************************************
 NM1402  DESIGNATION -  L 271
 NM1402  PID         -  NM1402
 NM1402  STATE/COUNTY-  NE/KNOX
 NM1402  COUNTRY     -  US
 NM1402  USGS QUAD   -  SANTEE (2017)
 NM1402
 NM1402                         *CURRENT SURVEY CONTROL
 NM1402  ______________________________________________________________________
 NM1402* NAD 83(1986) POSITION- 42 47 13.     (N) 097 45 33.     (W)   SCALED
 NM1402* NAVD 88 ORTHO HEIGHT -   545.794 (meters)     1790.66  (feet) ADJUSTED
 NM1402  ______________________________________________________________________
 NM1402  GEOID HEIGHT    -        -25.764 (meters)                     GEOID18
 NM1402  DYNAMIC HEIGHT  -        545.601 (meters)     1790.03  (feet) COMP
 NM1402  MODELED GRAVITY -    980,250.1   (mgal)                       NAVD 88
 NM1402
 NM1402  VERT ORDER      -  SECOND    CLASS 0
 NM1402
 NM1402.The horizontal coordinates were scaled from a map and have
 NM1402.an estimated accuracy of +/- 6 seconds.
 NM1402
 NM1402.The orthometric height was determined by differential leveling and
 NM1402.adjusted by the NATIONAL GEODETIC SURVEY
 NM1402.in June 1991.
 NM1402
 NM1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1402.GEOID18 height accuracy estimate available here.
 NM1402
 NM1402.Click photographs - Photos may exist for this station.
 NM1402
 NM1402.The dynamic height is computed by dividing the NAVD 88
 NM1402.geopotential number by the normal gravity value computed on the
 NM1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1402.degrees latitude (g = 980.6199 gals.).
 NM1402
 NM1402.The modeled gravity was interpolated from observed gravity values.
 NM1402
 NM1402;                    North         East    Units  Estimated Accuracy
 NM1402;SPC NE       -   330,330.      683,310.      MT  (+/- 180 meters Scaled)
 NM1402
 NM1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN014379(NAD 83)
 NM1402
 NM1402                          SUPERSEDED SURVEY CONTROL
 NM1402
 NM1402  NGVD 29 (??/??/92)  545.556  (m)         1789.88   (f) ADJ UNCH    2 0
 NM1402
 NM1402.Superseded values are not recommended for survey control.
 NM1402
 NM1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1402.See file dsdata.pdf to determine how the superseded data were derived.
 NM1402
 NM1402_MARKER: DB = BENCH MARK DISK
 NM1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1402_STAMPING: L 271 1949
 NM1402_MARK LOGO: CGS
 NM1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1402+STABILITY: SURFACE MOTION
 NM1402
 NM1402  HISTORY     - Date     Condition        Report By
 NM1402  HISTORY     - 1949     MONUMENTED       CGS
 NM1402  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1402
 NM1402                          STATION DESCRIPTION
 NM1402
 NM1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1402'6.6 MI NW FROM LINDY.
 NM1402'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1402'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 NM1402'THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST
 NM1402'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD,
 NM1402'THENCE 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE EAST OF CROSS
 NM1402'RANCH NO. 2, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 28
 NM1402'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4.0 FEET
 NM1402'NORTH OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A FENCE LINE, 1.4
 NM1402'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NM1402'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NM1402
 NM1402                          STATION RECOVERY (1974)
 NM1402
 NM1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1042 ***********************************************************************
 NM1042  DESIGNATION -  L 272
 NM1042  PID         -  NM1042
 NM1042  STATE/COUNTY-  NE/CEDAR
 NM1042  COUNTRY     -  US
 NM1042  USGS QUAD   -  MENOMINEE (2017)
 NM1042
 NM1042                         *CURRENT SURVEY CONTROL
 NM1042  ______________________________________________________________________
 NM1042* NAD 83(1986) POSITION- 42 50 42.     (N) 097 19 37.     (W)   SCALED
 NM1042* NAVD 88 ORTHO HEIGHT -   358.447 (meters)     1176.00  (feet) ADJUSTED
 NM1042  ______________________________________________________________________
 NM1042  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1042  DYNAMIC HEIGHT  -        358.344 (meters)     1175.67  (feet) COMP
 NM1042  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 NM1042
 NM1042  VERT ORDER      -  SECOND    CLASS 0
 NM1042
 NM1042.The horizontal coordinates were scaled from a map and have
 NM1042.an estimated accuracy of +/- 6 seconds.
 NM1042
 NM1042.The orthometric height was determined by differential leveling and
 NM1042.adjusted by the NATIONAL GEODETIC SURVEY
 NM1042.in June 1991.
 NM1042
 NM1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1042.GEOID18 height accuracy estimate available here.
 NM1042
 NM1042.Click photographs - Photos may exist for this station.
 NM1042
 NM1042.The dynamic height is computed by dividing the NAVD 88
 NM1042.geopotential number by the normal gravity value computed on the
 NM1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1042.degrees latitude (g = 980.6199 gals.).
 NM1042
 NM1042.The modeled gravity was interpolated from observed gravity values.
 NM1042
 NM1042;                    North         East    Units  Estimated Accuracy
 NM1042;SPC NE       -   337,780.      718,460.      MT  (+/- 180 meters Scaled)
 NM1042
 NM1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN367449(NAD 83)
 NM1042
 NM1042                          SUPERSEDED SURVEY CONTROL
 NM1042
 NM1042  NGVD 29 (??/??/92)  358.245  (m)         1175.34   (f) ADJ UNCH    2 0
 NM1042
 NM1042.Superseded values are not recommended for survey control.
 NM1042
 NM1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1042.See file dsdata.pdf to determine how the superseded data were derived.
 NM1042
 NM1042_MARKER: DB = BENCH MARK DISK
 NM1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1042_STAMPING: L 272 1949
 NM1042_MARK LOGO: CGS
 NM1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1042+STABILITY: SURFACE MOTION
 NM1042
 NM1042  HISTORY     - Date     Condition        Report By
 NM1042  HISTORY     - 1949     MONUMENTED       CGS
 NM1042  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1042
 NM1042                          STATION DESCRIPTION
 NM1042
 NM1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1042'5.6 MI SE FROM YANKTON.
 NM1042'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1042'YANKTON, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD, 43 FEET
 NM1042'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET WEST OF
 NM1042'THE CENTER LINE OF A TIMBER ROAD LEADING NORTH, 9.0 FEET SOUTHWEST
 NM1042'OF A 16-INCH ELM WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF
 NM1042'THE TREE, 8.0 FEET EAST OF A 16-INCH ELM WITH A TRIANGULAR BLAZE
 NM1042'ON THE SOUTH SIDE OF THE TREE, 20.0 FEET NORTHWEST OF THE CENTER
 NM1042'OF A WIRE GATE, 12.0 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A
 NM1042'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1042'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1042
 NM1042                          STATION RECOVERY (1967)
 NM1042
 NM1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0320 ***********************************************************************
 NN0320  DESIGNATION -  L 273
 NN0320  PID         -  NN0320
 NN0320  STATE/COUNTY-  NE/BOYD
 NN0320  COUNTRY     -  US
 NN0320  USGS QUAD   -  GROSS (2017)
 NN0320
 NN0320                         *CURRENT SURVEY CONTROL
 NN0320  ______________________________________________________________________
 NN0320* NAD 83(1986) POSITION- 42 56 34.     (N) 098 32 50.     (W)   SCALED
 NN0320* NAVD 88 ORTHO HEIGHT -   532.991 (meters)     1748.65  (feet) ADJUSTED
 NN0320  ______________________________________________________________________
 NN0320  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 NN0320  DYNAMIC HEIGHT  -        532.801 (meters)     1748.03  (feet) COMP
 NN0320  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 NN0320
 NN0320  VERT ORDER      -  SECOND    CLASS 0
 NN0320
 NN0320.The horizontal coordinates were scaled from a map and have
 NN0320.an estimated accuracy of +/- 6 seconds.
 NN0320
 NN0320.The orthometric height was determined by differential leveling and
 NN0320.adjusted by the NATIONAL GEODETIC SURVEY
 NN0320.in June 1991.
 NN0320
 NN0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0320.GEOID18 height accuracy estimate available here.
 NN0320
 NN0320.Click photographs - Photos may exist for this station.
 NN0320
 NN0320.The dynamic height is computed by dividing the NAVD 88
 NN0320.geopotential number by the normal gravity value computed on the
 NN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0320.degrees latitude (g = 980.6199 gals.).
 NN0320
 NN0320.The modeled gravity was interpolated from observed gravity values.
 NN0320
 NN0320;                    North         East    Units  Estimated Accuracy
 NN0320;SPC NE       -   346,260.      618,560.      MT  (+/- 180 meters Scaled)
 NN0320
 NN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369545(NAD 83)
 NN0320
 NN0320                          SUPERSEDED SURVEY CONTROL
 NN0320
 NN0320  NGVD 29 (??/??/92)  532.708  (m)         1747.73   (f) ADJ UNCH    2 0
 NN0320
 NN0320.Superseded values are not recommended for survey control.
 NN0320
 NN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0320.See file dsdata.pdf to determine how the superseded data were derived.
 NN0320
 NN0320_MARKER: DB = BENCH MARK DISK
 NN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0320_STAMPING: L 273 1949
 NN0320_MARK LOGO: CGS
 NN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0320+STABILITY: SURFACE MOTION
 NN0320
 NN0320  HISTORY     - Date     Condition        Report By
 NN0320  HISTORY     - 1949     MONUMENTED       CGS
 NN0320
 NN0320                          STATION DESCRIPTION
 NN0320
 NN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0320'8.9 MI NE FROM BRISTOW.
 NN0320'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0320'THENCE 2.0 MILES EAST ALONG A DIRT ROAD, 0.1 MILE WEST OF A CURVE
 NN0320'WITH TANGENTS LEADING WEST AND SOUTH, 0.1 MILE SOUTH OF A CURVE
 NN0320'WITH TANGENTS LEADING SOUTH AND WEST, ON THE OUTSIDE OF A CURVE,
 NN0320'ABOUT 0.15 MILE SOUTH OF A LARGE RED BARN WHICH CAN BE SEEN
 NN0320'THROUGH THE TREES, 24.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NN0320'ROAD, 0.8 FOOT NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A
 NN0320'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NN0320'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1128 ***********************************************************************
 NM1128  DESIGNATION -  L 274
 NM1128  PID         -  NM1128
 NM1128  STATE/COUNTY-  NE/CEDAR
 NM1128  COUNTRY     -  US
 NM1128  USGS QUAD   -  HARTINGTON (2017)
 NM1128
 NM1128                         *CURRENT SURVEY CONTROL
 NM1128  ______________________________________________________________________
 NM1128* NAD 83(1986) POSITION- 42 36 15.     (N) 097 15 01.     (W)   SCALED
 NM1128* NAVD 88 ORTHO HEIGHT -   419.994 (meters)     1377.93  (feet) ADJUSTED
 NM1128  ______________________________________________________________________
 NM1128  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 NM1128  DYNAMIC HEIGHT  -        419.850 (meters)     1377.46  (feet) COMP
 NM1128  MODELED GRAVITY -    980,264.2   (mgal)                       NAVD 88
 NM1128
 NM1128  VERT ORDER      -  SECOND    CLASS 0
 NM1128
 NM1128.This mark is at Hartington Municipal Airport (NE02)
 NM1128
 NM1128.The horizontal coordinates were scaled from a map and have
 NM1128.an estimated accuracy of +/- 6 seconds.
 NM1128
 NM1128.The orthometric height was determined by differential leveling and
 NM1128.adjusted by the NATIONAL GEODETIC SURVEY
 NM1128.in June 1991.
 NM1128
 NM1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1128.GEOID18 height accuracy estimate available here.
 NM1128
 NM1128.Click photographs - Photos may exist for this station.
 NM1128
 NM1128.The dynamic height is computed by dividing the NAVD 88
 NM1128.geopotential number by the normal gravity value computed on the
 NM1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1128.degrees latitude (g = 980.6199 gals.).
 NM1128
 NM1128.The modeled gravity was interpolated from observed gravity values.
 NM1128
 NM1128;                    North         East    Units  Estimated Accuracy
 NM1128;SPC NE       -   311,240.      725,580.      MT  (+/- 180 meters Scaled)
 NM1128
 NM1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435183(NAD 83)
 NM1128
 NM1128                          SUPERSEDED SURVEY CONTROL
 NM1128
 NM1128  NGVD 29 (??/??/92)  419.791  (m)         1377.26   (f) ADJ UNCH    2 0
 NM1128
 NM1128.Superseded values are not recommended for survey control.
 NM1128
 NM1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1128.See file dsdata.pdf to determine how the superseded data were derived.
 NM1128
 NM1128_MARKER: DB = BENCH MARK DISK
 NM1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1128_STAMPING: L 274 1949
 NM1128_MARK LOGO: CGS
 NM1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1128+STABILITY: SURFACE MOTION
 NM1128
 NM1128  HISTORY     - Date     Condition        Report By
 NM1128  HISTORY     - 1949     MONUMENTED       CGS
 NM1128  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM1128
 NM1128                          STATION DESCRIPTION
 NM1128
 NM1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1128'1.8 MI SE FROM HARTINGTON.
 NM1128'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1128'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1128'THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, AT THE HARTINGTON
 NM1128'AIRPORT, 21.8 FEET EAST OF THE GAS PUMP, 81.6 FEET SOUTHEAST
 NM1128'OF THE FRAME GATE, 20.0 FEET NORTHWEST OF A FENCE CORNER
 NM1128'POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 NM1128'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1128
 NM1128                          STATION RECOVERY (1966)
 NM1128
 NM1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM1128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0881 ***********************************************************************
 NM0881  DESIGNATION -  L 276
 NM0881  PID         -  NM0881
 NM0881  STATE/COUNTY-  NE/DIXON
 NM0881  COUNTRY     -  US
 NM0881  USGS QUAD   -  BURBANK (2017)
 NM0881
 NM0881                         *CURRENT SURVEY CONTROL
 NM0881  ______________________________________________________________________
 NM0881* NAD 83(1986) POSITION- 42 41 02.     (N) 096 49 17.     (W)   SCALED
 NM0881* NAVD 88 ORTHO HEIGHT -   349.375 (meters)     1146.24  (feet) ADJUSTED
 NM0881  ______________________________________________________________________
 NM0881  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 NM0881  DYNAMIC HEIGHT  -        349.270 (meters)     1145.90  (feet) COMP
 NM0881  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 NM0881
 NM0881  VERT ORDER      -  SECOND    CLASS 0
 NM0881
 NM0881.The horizontal coordinates were scaled from a map and have
 NM0881.an estimated accuracy of +/- 6 seconds.
 NM0881
 NM0881.The orthometric height was determined by differential leveling and
 NM0881.adjusted by the NATIONAL GEODETIC SURVEY
 NM0881.in June 1991.
 NM0881
 NM0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0881.GEOID18 height accuracy estimate available here.
 NM0881
 NM0881.Click photographs - Photos may exist for this station.
 NM0881
 NM0881.The dynamic height is computed by dividing the NAVD 88
 NM0881.geopotential number by the normal gravity value computed on the
 NM0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0881.degrees latitude (g = 980.6199 gals.).
 NM0881
 NM0881.The modeled gravity was interpolated from observed gravity values.
 NM0881
 NM0881;                    North         East    Units  Estimated Accuracy
 NM0881;SPC NE       -   321,300.      760,420.      MT  (+/- 180 meters Scaled)
 NM0881
 NM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN784280(NAD 83)
 NM0881
 NM0881                          SUPERSEDED SURVEY CONTROL
 NM0881
 NM0881  NGVD 29 (??/??/92)  349.191  (m)         1145.64   (f) ADJ UNCH    2 0
 NM0881
 NM0881.Superseded values are not recommended for survey control.
 NM0881
 NM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0881.See file dsdata.pdf to determine how the superseded data were derived.
 NM0881
 NM0881_MARKER: DB = BENCH MARK DISK
 NM0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0881_STAMPING: L 276 1949
 NM0881_MARK LOGO: CGS
 NM0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0881+STABILITY: SURFACE MOTION
 NM0881
 NM0881  HISTORY     - Date     Condition        Report By
 NM0881  HISTORY     - 1949     MONUMENTED       CGS
 NM0881  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0881
 NM0881                          STATION DESCRIPTION
 NM0881
 NM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0881'5.2 MI N FROM NEWCASTLE.
 NM0881'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0881'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 2.15 MILES
 NM0881'EAST ALONG A GRADED DIRT ROAD, 0.1 MILE EAST OF THE FARM HOME
 NM0881'OF GEORGE HANSON AND OCCUPIED BY W.H. HANSON, 47.0 FEET
 NM0881'NORTHEAST OF THE NORTHEAST CORNER OF AN IRON BANISTER BRIDGE, 21
 NM0881'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A
 NM0881'REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST
 NM0881'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NM0881
 NM0881                          STATION RECOVERY (2020)
 NM0881
 NM0881'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0881'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0150 ***********************************************************************
 LG0150  DESIGNATION -  L 277
 LG0150  PID         -  LG0150
 LG0150  STATE/COUNTY-  NE/CASS
 LG0150  COUNTRY     -  US
 LG0150  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0150
 LG0150                         *CURRENT SURVEY CONTROL
 LG0150  ______________________________________________________________________
 LG0150* NAD 83(1986) POSITION- 40 54 55.     (N) 096 05 00.     (W)   SCALED
 LG0150* NAVD 88 ORTHO HEIGHT -   382.054 (meters)     1253.46  (feet) ADJUSTED
 LG0150  ______________________________________________________________________
 LG0150  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 LG0150  DYNAMIC HEIGHT  -        381.893 (meters)     1252.93  (feet) COMP
 LG0150  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 LG0150
 LG0150  VERT ORDER      -  SECOND    CLASS 0
 LG0150
 LG0150.The horizontal coordinates were scaled from a map and have
 LG0150.an estimated accuracy of +/- 6 seconds.
 LG0150
 LG0150.The orthometric height was determined by differential leveling and
 LG0150.adjusted by the NATIONAL GEODETIC SURVEY
 LG0150.in June 1991.
 LG0150
 LG0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0150.GEOID18 height accuracy estimate available here.
 LG0150
 LG0150.Click photographs - Photos may exist for this station.
 LG0150
 LG0150.The dynamic height is computed by dividing the NAVD 88
 LG0150.geopotential number by the normal gravity value computed on the
 LG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0150.degrees latitude (g = 980.6199 gals.).
 LG0150
 LG0150.The modeled gravity was interpolated from observed gravity values.
 LG0150
 LG0150;                    North         East    Units  Estimated Accuracy
 LG0150;SPC NE       -   127,600.      829,740.      MT  (+/- 180 meters Scaled)
 LG0150
 LG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL456334(NAD 83)
 LG0150
 LG0150                          SUPERSEDED SURVEY CONTROL
 LG0150
 LG0150  NGVD 29 (??/??/92)  381.958  (m)         1253.14   (f) ADJ UNCH    2 0
 LG0150
 LG0150.Superseded values are not recommended for survey control.
 LG0150
 LG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0150.See file dsdata.pdf to determine how the superseded data were derived.
 LG0150
 LG0150_MARKER: DB = BENCH MARK DISK
 LG0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0150_STAMPING: L 277 1950
 LG0150_MARK LOGO: CGS
 LG0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0150+STABILITY: SURFACE MOTION
 LG0150
 LG0150  HISTORY     - Date     Condition        Report By
 LG0150  HISTORY     - 1950     MONUMENTED       CGS
 LG0150
 LG0150                          STATION DESCRIPTION
 LG0150
 LG0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0150'6.5 MI NE FROM WEEPING WATER.
 LG0150'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0150'WEEPING WATER, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 1, AT A
 LG0150'ROAD INTERSECTION, 158 FEET NORTH OF THE CENTER LINE OF THE
 LG0150'HIGHWAY, 119 FEET NORTH OF A FENCE CORNER, 32 FEET WEST OF THE
 LG0150'CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF A FENCE,
 LG0150'2.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LG0150'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0465 ***********************************************************************
 NM0465  DESIGNATION -  L 278
 NM0465  PID         -  NM0465
 NM0465  STATE/COUNTY-  NE/DAKOTA
 NM0465  COUNTRY     -  US
 NM0465  USGS QUAD   -  HOMER (2017)
 NM0465
 NM0465                         *CURRENT SURVEY CONTROL
 NM0465  ______________________________________________________________________
 NM0465* NAD 83(1986) POSITION- 42 18 54.     (N) 096 28 13.     (W)   SCALED
 NM0465* NAVD 88 ORTHO HEIGHT -   335.273 (meters)     1099.97  (feet) ADJUSTED
 NM0465  ______________________________________________________________________
 NM0465  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 NM0465  DYNAMIC HEIGHT  -        335.163 (meters)     1099.61  (feet) COMP
 NM0465  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 NM0465
 NM0465  VERT ORDER      -  SECOND    CLASS 0
 NM0465
 NM0465.The horizontal coordinates were scaled from a map and have
 NM0465.an estimated accuracy of +/- 6 seconds.
 NM0465
 NM0465.The orthometric height was determined by differential leveling and
 NM0465.adjusted by the NATIONAL GEODETIC SURVEY
 NM0465.in June 1991.
 NM0465
 NM0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0465.GEOID18 height accuracy estimate available here.
 NM0465
 NM0465.Click photographs - Photos may exist for this station.
 NM0465
 NM0465.The dynamic height is computed by dividing the NAVD 88
 NM0465.geopotential number by the normal gravity value computed on the
 NM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0465.degrees latitude (g = 980.6199 gals.).
 NM0465
 NM0465.The modeled gravity was interpolated from observed gravity values.
 NM0465
 NM0465;                    North         East    Units  Estimated Accuracy
 NM0465;SPC NE       -   281,480.      790,840.      MT  (+/- 180 meters Scaled)
 NM0465
 NM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084878(NAD 83)
 NM0465
 NM0465                          SUPERSEDED SURVEY CONTROL
 NM0465
 NM0465  NGVD 29 (??/??/92)  335.115  (m)         1099.46   (f) ADJ UNCH    2 0
 NM0465
 NM0465.Superseded values are not recommended for survey control.
 NM0465
 NM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0465.See file dsdata.pdf to determine how the superseded data were derived.
 NM0465
 NM0465_MARKER: DB = BENCH MARK DISK
 NM0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0465_STAMPING: L 278 1949
 NM0465_MARK LOGO: CGS
 NM0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0465+STABILITY: SURFACE MOTION
 NM0465
 NM0465  HISTORY     - Date     Condition        Report By
 NM0465  HISTORY     - 1949     MONUMENTED       CGS
 NM0465  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0465
 NM0465                          STATION DESCRIPTION
 NM0465
 NM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0465'1.1 MI E FROM HOMER.
 NM0465'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0465'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM0465'OF C.T. MAXWELL AND OCCUPIED BY JEROLD B. ROSE, 105.0 FEET NORTH
 NM0465'OF THE NORTHWEST CORNER OF THE BARN, 32 FEET SOUTH OF THE CENTER
 NM0465'LINE OF THE ROAD, 40 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0465'DRIVEWAY, 10.0 FEET WEST OF THE CENTER OF A WOODEN GATE, 1.0 FOOT
 NM0465'NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN
 NM0465'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM0465'GROUND.
 NM0465
 NM0465                          STATION RECOVERY (2020)
 NM0465
 NM0465'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0465'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0385 ***********************************************************************
 LH0385  DESIGNATION -  L 279
 LH0385  PID         -  LH0385
 LH0385  STATE/COUNTY-  NE/HALL
 LH0385  COUNTRY     -  US
 LH0385  USGS QUAD   -  WOOD RIVER (2017)
 LH0385
 LH0385                         *CURRENT SURVEY CONTROL
 LH0385  ______________________________________________________________________
 LH0385* NAD 83(1986) POSITION- 40 50 55.     (N) 098 30 45.     (W)   SCALED
 LH0385* NAVD 88 ORTHO HEIGHT -   589.689 (meters)     1934.67  (feet) ADJUSTED
 LH0385  ______________________________________________________________________
 LH0385  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 LH0385  DYNAMIC HEIGHT  -        589.374 (meters)     1933.64  (feet) COMP
 LH0385  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 LH0385
 LH0385  VERT ORDER      -  FIRST     CLASS II
 LH0385
 LH0385.The horizontal coordinates were scaled from a map and have
 LH0385.an estimated accuracy of +/- 6 seconds.
 LH0385
 LH0385.The orthometric height was determined by differential leveling and
 LH0385.adjusted by the NATIONAL GEODETIC SURVEY
 LH0385.in June 1991.
 LH0385
 LH0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0385.GEOID18 height accuracy estimate available here.
 LH0385
 LH0385.Click photographs - Photos may exist for this station.
 LH0385
 LH0385.The dynamic height is computed by dividing the NAVD 88
 LH0385.geopotential number by the normal gravity value computed on the
 LH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0385.degrees latitude (g = 980.6199 gals.).
 LH0385
 LH0385.The modeled gravity was interpolated from observed gravity values.
 LH0385
 LH0385;                    North         East    Units  Estimated Accuracy
 LH0385;SPC NE       -   113,800.      625,400.      MT  (+/- 180 meters Scaled)
 LH0385
 LH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL410220(NAD 83)
 LH0385
 LH0385                          SUPERSEDED SURVEY CONTROL
 LH0385
 LH0385  NGVD 29 (??/??/92)  589.441  (m)         1933.86   (f) ADJ UNCH    1 2
 LH0385
 LH0385.Superseded values are not recommended for survey control.
 LH0385
 LH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0385.See file dsdata.pdf to determine how the superseded data were derived.
 LH0385
 LH0385_MARKER: DB = BENCH MARK DISK
 LH0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0385_STAMPING: L 279 1949
 LH0385_MARK LOGO: CGS
 LH0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0385+STABILITY: SURFACE MOTION
 LH0385
 LH0385  HISTORY     - Date     Condition        Report By
 LH0385  HISTORY     - 1949     MONUMENTED       CGS
 LH0385  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0385
 LH0385                          STATION DESCRIPTION
 LH0385
 LH0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0385'2.8 MI SW FROM ALDA.
 LH0385'2.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0385'THE STATION AT ALDA, AT A ROAD CROSSING, 89 FEET WEST OF THE
 LH0385'CENTER LINE OF A NORTH-SOUTH ROAD, 52.0 FEET SOUTHWEST OF A
 LH0385'FENCE CORNER POST, 47.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LH0385'OF THE SOUTHEAST SET OF TRACKS, 1.2 FEET NORTHWEST OF THE
 LH0385'RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST OF A REFERENCE POST, AND
 LH0385'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0385'ABOVE THE GROUND.
 LH0385
 LH0385                          STATION RECOVERY (1991)
 LH0385
 LH0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0385'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0152 ***********************************************************************
 LJ0152  DESIGNATION -  L 28
 LJ0152  PID         -  LJ0152
 LJ0152  STATE/COUNTY-  NE/LINCOLN
 LJ0152  COUNTRY     -  US
 LJ0152  USGS QUAD   -  WELLFLEET NW (2017)
 LJ0152
 LJ0152                         *CURRENT SURVEY CONTROL
 LJ0152  ______________________________________________________________________
 LJ0152* NAD 83(1986) POSITION- 40 55 26.     (N) 100 41 49.     (W)   SCALED
 LJ0152* NAVD 88 ORTHO HEIGHT -   908.906 (meters)     2981.97  (feet) ADJUSTED
 LJ0152  ______________________________________________________________________
 LJ0152  GEOID HEIGHT    -        -22.631 (meters)                     GEOID18
 LJ0152  DYNAMIC HEIGHT  -        908.338 (meters)     2980.11  (feet) COMP
 LJ0152  MODELED GRAVITY -    979,969.0   (mgal)                       NAVD 88
 LJ0152
 LJ0152  VERT ORDER      -  SECOND    CLASS 0
 LJ0152
 LJ0152.The horizontal coordinates were scaled from a map and have
 LJ0152.an estimated accuracy of +/- 6 seconds.
 LJ0152
 LJ0152.The orthometric height was determined by differential leveling and
 LJ0152.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0152.in June 1994.
 LJ0152
 LJ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0152.GEOID18 height accuracy estimate available here.
 LJ0152
 LJ0152.Click photographs - Photos may exist for this station.
 LJ0152
 LJ0152.The dynamic height is computed by dividing the NAVD 88
 LJ0152.geopotential number by the normal gravity value computed on the
 LJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0152.degrees latitude (g = 980.6199 gals.).
 LJ0152
 LJ0152.The modeled gravity was interpolated from observed gravity values.
 LJ0152
 LJ0152;                    North         East    Units  Estimated Accuracy
 LJ0152;SPC NE       -   121,320.      441,310.      MT  (+/- 180 meters Scaled)
 LJ0152
 LJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL571316(NAD 83)
 LJ0152
 LJ0152                          SUPERSEDED SURVEY CONTROL
 LJ0152
 LJ0152  NAVD 88 (06/15/91)  908.901  (m)         2981.95   (f) SUPERSEDED  2 0
 LJ0152  NGVD 29 (??/??/92)  908.526  (m)         2980.72   (f) ADJ UNCH    2 0
 LJ0152
 LJ0152.Superseded values are not recommended for survey control.
 LJ0152
 LJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0152.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0152
 LJ0152_MARKER: DB = BENCH MARK DISK
 LJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0152_STAMPING: L 28 1934
 LJ0152_MARK LOGO: CGS
 LJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0152+STABILITY: SURFACE MOTION
 LJ0152
 LJ0152  HISTORY     - Date     Condition        Report By
 LJ0152  HISTORY     - 1934     MONUMENTED       CGS
 LJ0152  HISTORY     - 1941     GOOD             CGS
 LJ0152
 LJ0152                          STATION DESCRIPTION
 LJ0152
 LJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0152'18.4 MI S FROM NORTH PLATTE.
 LJ0152'18.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE,
 LJ0152'LINCOLN COUNTY, 0.5 MILE NORTH OF A PROMINENT S-CURVE, 34 FEET
 LJ0152'WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE
 LJ0152'RIGHT-OF-WAY FENCE, AND 7 FEET NORTH OF A CROSS FENCE.  A
 LJ0152'STANDARD DISK, STAMPED L 28 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0152'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0820 ***********************************************************************
 MK0820  DESIGNATION -  L 280
 MK0820  PID         -  MK0820
 MK0820  STATE/COUNTY-  NE/SARPY
 MK0820  COUNTRY     -  US
 MK0820  USGS QUAD   -  CEDAR CREEK (2017)
 MK0820
 MK0820                         *CURRENT SURVEY CONTROL
 MK0820  ______________________________________________________________________
 MK0820* NAD 83(1986) POSITION- 41 07 03.     (N) 096 05 31.     (W)   SCALED
 MK0820* NAVD 88 ORTHO HEIGHT -   366.520 (meters)     1202.49  (feet) ADJUSTED
 MK0820  ______________________________________________________________________
 MK0820  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 MK0820  DYNAMIC HEIGHT  -        366.368 (meters)     1201.99  (feet) COMP
 MK0820  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 MK0820
 MK0820  VERT ORDER      -  SECOND    CLASS 0
 MK0820
 MK0820.The horizontal coordinates were scaled from a map and have
 MK0820.an estimated accuracy of +/- 6 seconds.
 MK0820
 MK0820.The orthometric height was determined by differential leveling and
 MK0820.adjusted by the NATIONAL GEODETIC SURVEY
 MK0820.in June 1991.
 MK0820
 MK0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0820.GEOID18 height accuracy estimate available here.
 MK0820
 MK0820.Click photographs - Photos may exist for this station.
 MK0820
 MK0820.The dynamic height is computed by dividing the NAVD 88
 MK0820.geopotential number by the normal gravity value computed on the
 MK0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0820.degrees latitude (g = 980.6199 gals.).
 MK0820
 MK0820.The modeled gravity was interpolated from observed gravity values.
 MK0820
 MK0820;                    North         East    Units  Estimated Accuracy
 MK0820;SPC NE       -   149,990.      828,000.      MT  (+/- 180 meters Scaled)
 MK0820
 MK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441558(NAD 83)
 MK0820
 MK0820                          SUPERSEDED SURVEY CONTROL
 MK0820
 MK0820  NGVD 29 (??/??/92)  366.413  (m)         1202.14   (f) ADJ UNCH    2 0
 MK0820
 MK0820.Superseded values are not recommended for survey control.
 MK0820
 MK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0820.See file dsdata.pdf to determine how the superseded data were derived.
 MK0820
 MK0820_MARKER: DB = BENCH MARK DISK
 MK0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0820_STAMPING: L 280 1950
 MK0820_MARK LOGO: CGS
 MK0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0820+STABILITY: SURFACE MOTION
 MK0820
 MK0820  HISTORY     - Date     Condition        Report By
 MK0820  HISTORY     - 1950     MONUMENTED       CGS
 MK0820
 MK0820                          STATION DESCRIPTION
 MK0820
 MK0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0820'2.1 MI W FROM RICHFIELD.
 MK0820'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0820'RICHFIELD, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0
 MK0820'MILE NORTH ALONG A GRAVELED ROAD, 500 FEET EAST OF A FARMHOUSE
 MK0820'WHICH IS ON THE SOUTH SIDE OF AN EAST AND WEST ROAD, 167 FEET
 MK0820'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 38 FEET SOUTH
 MK0820'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 11 FEET SOUTH OF
 MK0820'THE SOUTH RIGHT OF WAY FENCE, 4.5 FEET SOUTHWEST OF A POWER POLE,
 MK0820'4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0820'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 1.2 MILES
 MK0820'SOUTH OF BENCH MARK K 280.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0410 ***********************************************************************
 ML0410  DESIGNATION -  L 281
 ML0410  PID         -  ML0410
 ML0410  STATE/COUNTY-  NE/HOWARD
 ML0410  COUNTRY     -  US
 ML0410  USGS QUAD   -  FARWELL (2017)
 ML0410
 ML0410                         *CURRENT SURVEY CONTROL
 ML0410  ______________________________________________________________________
 ML0410* NAD 83(1986) POSITION- 41 08 52.     (N) 098 43 47.     (W)   SCALED
 ML0410* NAVD 88 ORTHO HEIGHT -   625.810 (meters)     2053.18  (feet) ADJUSTED
 ML0410  ______________________________________________________________________
 ML0410  GEOID HEIGHT    -        -24.293 (meters)                     GEOID18
 ML0410  DYNAMIC HEIGHT  -        625.491 (meters)     2052.13  (feet) COMP
 ML0410  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 ML0410
 ML0410  VERT ORDER      -  SECOND    CLASS 0
 ML0410
 ML0410.The horizontal coordinates were scaled from a map and have
 ML0410.an estimated accuracy of +/- 6 seconds.
 ML0410
 ML0410.The orthometric height was determined by differential leveling and
 ML0410.adjusted by the NATIONAL GEODETIC SURVEY
 ML0410.in June 1991.
 ML0410
 ML0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0410.GEOID18 height accuracy estimate available here.
 ML0410
 ML0410.Click photographs - Photos may exist for this station.
 ML0410
 ML0410.The dynamic height is computed by dividing the NAVD 88
 ML0410.geopotential number by the normal gravity value computed on the
 ML0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0410.degrees latitude (g = 980.6199 gals.).
 ML0410
 ML0410.The modeled gravity was interpolated from observed gravity values.
 ML0410
 ML0410;                    North         East    Units  Estimated Accuracy
 ML0410;SPC NE       -   146,720.      606,600.      MT  (+/- 180 meters Scaled)
 ML0410
 ML0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226551(NAD 83)
 ML0410
 ML0410                          SUPERSEDED SURVEY CONTROL
 ML0410
 ML0410  NGVD 29 (??/??/92)  625.569  (m)         2052.39   (f) ADJ UNCH    2 0
 ML0410
 ML0410.Superseded values are not recommended for survey control.
 ML0410
 ML0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0410.See file dsdata.pdf to determine how the superseded data were derived.
 ML0410
 ML0410_MARKER: DB = BENCH MARK DISK
 ML0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0410_STAMPING: L 281 1949
 ML0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0410+STABILITY: SURFACE MOTION
 ML0410
 ML0410  HISTORY     - Date     Condition        Report By
 ML0410  HISTORY     - 1949     MONUMENTED       CGS
 ML0410  HISTORY     - 1966     GOOD             CGS
 ML0410
 ML0410                          STATION DESCRIPTION
 ML0410
 ML0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0410'5.6 MI NW FROM BOELUS.
 ML0410'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0410'RAILROAD STATION AT BOELUS, THENCE 4.9 MILES NORTH ALONG A
 ML0410'COUNTY ROAD, AT THE NORTHWEST CORNER OF SECTION 32, T. 14 N.,
 ML0410'R. 12 W., AT A T-JUNCTION OF ROADS, 79 FEET SOUTH OF A POINT
 ML0410'ON THE PROJECTED CENTER LINE OF THE ROAD LEADING WEST, 33
 ML0410'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, ON THE
 ML0410'SIDE OF A HILL SLOPING DOWN AND TO THE NORTH, 1.2 FEET WEST
 ML0410'OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE
 ML0410'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0410'0.2 FOOT ABOVE THE GROUND.  NOTE-- A METAL WITNESS POST WAS
 ML0410'SET 1 FOOT SOUTH OF MARK.
 ML0410
 ML0410                          STATION RECOVERY (1966)
 ML0410
 ML0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0275 ***********************************************************************
 ML0275  DESIGNATION -  L 283
 ML0275  PID         -  ML0275
 ML0275  STATE/COUNTY-  NE/HOWARD
 ML0275  COUNTRY     -  US
 ML0275  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0275
 ML0275                         *CURRENT SURVEY CONTROL
 ML0275  ______________________________________________________________________
 ML0275* NAD 83(1986) POSITION- 41 06 18.     (N) 098 25 17.     (W)   SCALED
 ML0275* NAVD 88 ORTHO HEIGHT -   581.285 (meters)     1907.10  (feet) ADJUSTED
 ML0275  ______________________________________________________________________
 ML0275  GEOID HEIGHT    -        -24.811 (meters)                     GEOID18
 ML0275  DYNAMIC HEIGHT  -        580.982 (meters)     1906.11  (feet) COMP
 ML0275  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 ML0275
 ML0275  VERT ORDER      -  SECOND    CLASS 0
 ML0275
 ML0275.The horizontal coordinates were scaled from a map and have
 ML0275.an estimated accuracy of +/- 6 seconds.
 ML0275
 ML0275.The orthometric height was determined by differential leveling and
 ML0275.adjusted by the NATIONAL GEODETIC SURVEY
 ML0275.in June 1991.
 ML0275
 ML0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0275.GEOID18 height accuracy estimate available here.
 ML0275
 ML0275.Click photographs - Photos may exist for this station.
 ML0275
 ML0275.The dynamic height is computed by dividing the NAVD 88
 ML0275.geopotential number by the normal gravity value computed on the
 ML0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0275.degrees latitude (g = 980.6199 gals.).
 ML0275
 ML0275.The modeled gravity was interpolated from observed gravity values.
 ML0275
 ML0275;                    North         East    Units  Estimated Accuracy
 ML0275;SPC NE       -   142,400.      632,560.      MT  (+/- 180 meters Scaled)
 ML0275
 ML0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL485505(NAD 83)
 ML0275
 ML0275                          SUPERSEDED SURVEY CONTROL
 ML0275
 ML0275  NGVD 29 (??/??/92)  581.029  (m)         1906.26   (f) ADJ UNCH    2 0
 ML0275
 ML0275.Superseded values are not recommended for survey control.
 ML0275
 ML0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0275.See file dsdata.pdf to determine how the superseded data were derived.
 ML0275
 ML0275_MARKER: DB = BENCH MARK DISK
 ML0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0275_STAMPING: L 283 1949
 ML0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0275+STABILITY: SURFACE MOTION
 ML0275
 ML0275  HISTORY     - Date     Condition        Report By
 ML0275  HISTORY     - 1949     MONUMENTED       CGS
 ML0275
 ML0275                          STATION DESCRIPTION
 ML0275
 ML0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0275'4.5 MI NW FROM ST LIBORY.
 ML0275'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0275'AT ST. LIBORY, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY NO. 58,
 ML0275'AT THE NORTHEAST CORNER OF SECTION 14, T. 13 N., R. 10 W., IN
 ML0275'THE SOUTHWEST QUARTER OF A ROAD CROSSING, ON TOP OF A SMALL RISE,
 ML0275'132 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET SOUTH
 ML0275'OF A CORNER FENCE POST, 22 FEET WEST OF THE CENTER LINE OF THE
 ML0275'NORTH-SOUTH ROAD, 0.9 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 ML0275'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0275'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0427 ***********************************************************************
 LH0427  DESIGNATION -  L 284
 LH0427  PID         -  LH0427
 LH0427  STATE/COUNTY-  NE/HALL
 LH0427  COUNTRY     -  US
 LH0427  USGS QUAD   -  SHELTON NE (2017)
 LH0427
 LH0427                         *CURRENT SURVEY CONTROL
 LH0427  ______________________________________________________________________
 LH0427* NAD 83(1986) POSITION- 40 59 07.     (N) 098 31 49.     (W)   SCALED
 LH0427* NAVD 88 ORTHO HEIGHT -   582.135 (meters)     1909.89  (feet) ADJUSTED
 LH0427  ______________________________________________________________________
 LH0427  GEOID HEIGHT    -        -24.667 (meters)                     GEOID18
 LH0427  DYNAMIC HEIGHT  -        581.835 (meters)     1908.90  (feet) COMP
 LH0427  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 LH0427
 LH0427  VERT ORDER      -  SECOND    CLASS 0
 LH0427
 LH0427.The horizontal coordinates were scaled from a map and have
 LH0427.an estimated accuracy of +/- 6 seconds.
 LH0427
 LH0427.The orthometric height was determined by differential leveling and
 LH0427.adjusted by the NATIONAL GEODETIC SURVEY
 LH0427.in June 1991.
 LH0427
 LH0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0427.GEOID18 height accuracy estimate available here.
 LH0427
 LH0427.Click photographs - Photos may exist for this station.
 LH0427
 LH0427.The dynamic height is computed by dividing the NAVD 88
 LH0427.geopotential number by the normal gravity value computed on the
 LH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0427.degrees latitude (g = 980.6199 gals.).
 LH0427
 LH0427.The modeled gravity was interpolated from observed gravity values.
 LH0427
 LH0427;                    North         East    Units  Estimated Accuracy
 LH0427;SPC NE       -   128,950.      623,640.      MT  (+/- 180 meters Scaled)
 LH0427
 LH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL395372(NAD 83)
 LH0427
 LH0427                          SUPERSEDED SURVEY CONTROL
 LH0427
 LH0427  NGVD 29 (??/??/92)  581.896  (m)         1909.10   (f) ADJ UNCH    2 0
 LH0427
 LH0427.Superseded values are not recommended for survey control.
 LH0427
 LH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0427.See file dsdata.pdf to determine how the superseded data were derived.
 LH0427
 LH0427_MARKER: DB = BENCH MARK DISK
 LH0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0427_STAMPING: L 284 1949
 LH0427_MARK LOGO: CGS
 LH0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0427+STABILITY: SURFACE MOTION
 LH0427
 LH0427  HISTORY     - Date     Condition        Report By
 LH0427  HISTORY     - 1949     MONUMENTED       CGS
 LH0427
 LH0427                          STATION DESCRIPTION
 LH0427
 LH0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0427'4.2 MI E FROM CAIRO.
 LH0427'4.2 MILES EAST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 LH0427'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT A
 LH0427'CROSSING, 105 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0427'49 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 40 FEET
 LH0427'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 5.5 FEET NORTHEAST
 LH0427'OF A POWER LINE POLE, 5 FEET EAST OF A CORNER FENCE POST, 1.2
 LH0427'FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET
 LH0427'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0427'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 LH0427'1.2 MILE NORTHWEST OF BENCH MARK K 284.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0444 ***********************************************************************
 ML0444  DESIGNATION -  L 285
 ML0444  PID         -  ML0444
 ML0444  STATE/COUNTY-  NE/HALL
 ML0444  COUNTRY     -  US
 ML0444  USGS QUAD   -  BOELUS (2017)
 ML0444
 ML0444                         *CURRENT SURVEY CONTROL
 ML0444  ______________________________________________________________________
 ML0444* NAD 83(1986) POSITION- 41 00 14.     (N) 098 39 52.     (W)   SCALED
 ML0444* NAVD 88 ORTHO HEIGHT -   606.686 (meters)     1990.44  (feet) ADJUSTED
 ML0444  ______________________________________________________________________
 ML0444  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 ML0444  DYNAMIC HEIGHT  -        606.371 (meters)     1989.40  (feet) COMP
 ML0444  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 ML0444
 ML0444  VERT ORDER      -  SECOND    CLASS 0
 ML0444
 ML0444.The horizontal coordinates were scaled from a map and have
 ML0444.an estimated accuracy of +/- 6 seconds.
 ML0444
 ML0444.The orthometric height was determined by differential leveling and
 ML0444.adjusted by the NATIONAL GEODETIC SURVEY
 ML0444.in June 1991.
 ML0444
 ML0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0444.GEOID18 height accuracy estimate available here.
 ML0444
 ML0444.Click photographs - Photos may exist for this station.
 ML0444
 ML0444.The dynamic height is computed by dividing the NAVD 88
 ML0444.geopotential number by the normal gravity value computed on the
 ML0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0444.degrees latitude (g = 980.6199 gals.).
 ML0444
 ML0444.The modeled gravity was interpolated from observed gravity values.
 ML0444
 ML0444;                    North         East    Units  Estimated Accuracy
 ML0444;SPC NE       -   130,830.      612,320.      MT  (+/- 180 meters Scaled)
 ML0444
 ML0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL282392(NAD 83)
 ML0444
 ML0444                          SUPERSEDED SURVEY CONTROL
 ML0444
 ML0444  NGVD 29 (??/??/92)  606.445  (m)         1989.65   (f) ADJ UNCH    2 0
 ML0444
 ML0444.Superseded values are not recommended for survey control.
 ML0444
 ML0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0444.See file dsdata.pdf to determine how the superseded data were derived.
 ML0444
 ML0444_MARKER: DB = BENCH MARK DISK
 ML0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0444_STAMPING: L 285 1949
 ML0444_MARK LOGO: CGS
 ML0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0444+STABILITY: SURFACE MOTION
 ML0444
 ML0444  HISTORY     - Date     Condition        Report By
 ML0444  HISTORY     - 1949     MONUMENTED       CGS
 ML0444
 ML0444                          STATION DESCRIPTION
 ML0444
 ML0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0444'3 MI W FROM CAIRO.
 ML0444'3.0 MILES WEST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 ML0444'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 ML0444'SOUTHWEST CORNER OF SECTION 15, T. 12 N., R. 12 W., IN THE
 ML0444'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 152 FEET NORTH OF
 ML0444'THE CENTER LINE OF THE HIGHWAY, 104 FEET NORTH OF A CORNER FENCE
 ML0444'POST, 37 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 ML0444'1.2 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST,
 ML0444'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0444'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1426 ***********************************************************************
 LH1426  DESIGNATION -  L 286 RESET
 LH1426  PID         -  LH1426
 LH1426  STATE/COUNTY-  NE/HALL
 LH1426  COUNTRY     -  US
 LH1426  USGS QUAD   -  ALDA (2017)
 LH1426
 LH1426                         *CURRENT SURVEY CONTROL
 LH1426  ______________________________________________________________________
 LH1426* NAD 83(1986) POSITION- 40 46 13.00   (N) 098 29 33.68   (W)   HD_HELD1
 LH1426* NAVD 88 ORTHO HEIGHT -   589.08  (meters)     1932.7   (feet) RESET
 LH1426  ______________________________________________________________________
 LH1426  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 LH1426  VERT ORDER      -  THIRD
 LH1426
 LH1426.The horizontal coordinates were determined by differentially corrected
 LH1426.hand held GPS observations or other comparable positioning techniques
 LH1426.and have an estimated accuracy of +/- 3 meters.
 LH1426
 LH1426.The orthometric height was computed from unverified reset data.
 LH1426
 LH1426.No vertical observational check was made to the station.
 LH1426
 LH1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1426.GEOID18 height accuracy estimate available here.
 LH1426
 LH1426.Click photographs - Photos may exist for this station.
 LH1426
 LH1426;                    North         East    Units  Estimated Accuracy
 LH1426;SPC NE       -   105,136.1     627,217.7     MT  (+/- 3 meters HH1 GPS) 
 LH1426
 LH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4281313380(NAD 83)
 LH1426
 LH1426                          SUPERSEDED SURVEY CONTROL
 LH1426
 LH1426  NGVD 29 (01/31/13)  588.84   (m)         1931.9    (f) RESET       3  
 LH1426
 LH1426.Superseded values are not recommended for survey control.
 LH1426
 LH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1426.See file dsdata.pdf to determine how the superseded data were derived.
 LH1426
 LH1426_MARKER: DV = VERTICAL CONTROL DISK
 LH1426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH1426_SP_SET: BRIDGE WING
 LH1426_STAMPING: L 286 RESET 1987
 LH1426_MARK LOGO: NGS
 LH1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1426+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LH1426
 LH1426  HISTORY     - Date     Condition        Report By
 LH1426  HISTORY     - 1987     MONUMENTED       NEDR
 LH1426
 LH1426                          STATION DESCRIPTION
 LH1426
 LH1426'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LH1426'0.8 KM (0.50 MI) SOUTHWEST ON U.S. HIGHWAY 30, FROM THE OLD RAILROAD
 LH1426'DEPOT IN ALDA, TO A PAVED ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG
 LH1426'THE PAVED ROAD FOR 5.63 KM (3.50 MI) TO A CURVE WEST, CONTINUE WEST
 LH1426'ALONG THE PAVED ROAD FOR 1.61 KM (1.00 MI) TO A CURVE LEFT AND SOUTH,
 LH1426'CONTINUE SOUTH ALONG THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO THE
 LH1426'JUNCTION WITH INTERSTATE HIGHWAY 80, CONTINUE SOUTH ALONG THE PAVED
 LH1426'ROAD FOR 3.14 KM (1.95 MI)  TO THE MARK ON THE LEFT, SET INTO THE
 LH1426'SOUTHEAST WING OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0489 ***********************************************************************
 LH0489  DESIGNATION -  L 287
 LH0489  PID         -  LH0489
 LH0489  STATE/COUNTY-  NE/HALL
 LH0489  COUNTRY     -  US
 LH0489  USGS QUAD   -  WOOD RIVER (2017)
 LH0489
 LH0489                         *CURRENT SURVEY CONTROL
 LH0489  ______________________________________________________________________
 LH0489* NAD 83(1986) POSITION- 40 48 51.     (N) 098 35 15.     (W)   SCALED
 LH0489* NAVD 88 ORTHO HEIGHT -   598.137 (meters)     1962.39  (feet) ADJUSTED
 LH0489  ______________________________________________________________________
 LH0489  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 LH0489  DYNAMIC HEIGHT  -        597.813 (meters)     1961.32  (feet) COMP
 LH0489  MODELED GRAVITY -    980,062.2   (mgal)                       NAVD 88
 LH0489
 LH0489  VERT ORDER      -  SECOND    CLASS 0
 LH0489
 LH0489.The horizontal coordinates were scaled from a map and have
 LH0489.an estimated accuracy of +/- 6 seconds.
 LH0489
 LH0489.The orthometric height was determined by differential leveling and
 LH0489.adjusted by the NATIONAL GEODETIC SURVEY
 LH0489.in June 1991.
 LH0489
 LH0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0489.GEOID18 height accuracy estimate available here.
 LH0489
 LH0489.Click photographs - Photos may exist for this station.
 LH0489
 LH0489.The dynamic height is computed by dividing the NAVD 88
 LH0489.geopotential number by the normal gravity value computed on the
 LH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0489.degrees latitude (g = 980.6199 gals.).
 LH0489
 LH0489.The modeled gravity was interpolated from observed gravity values.
 LH0489
 LH0489;                    North         East    Units  Estimated Accuracy
 LH0489;SPC NE       -   109,870.      619,140.      MT  (+/- 180 meters Scaled)
 LH0489
 LH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347182(NAD 83)
 LH0489
 LH0489                          SUPERSEDED SURVEY CONTROL
 LH0489
 LH0489  NGVD 29 (??/??/92)  597.885  (m)         1961.56   (f) ADJ UNCH    2 0
 LH0489
 LH0489.Superseded values are not recommended for survey control.
 LH0489
 LH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0489.See file dsdata.pdf to determine how the superseded data were derived.
 LH0489
 LH0489_MARKER: DB = BENCH MARK DISK
 LH0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0489_STAMPING: L 289 1949
 LH0489_MARK LOGO: CGS
 LH0489_PROJECTION: FLUSH
 LH0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0489+STABILITY: SURFACE MOTION
 LH0489
 LH0489  HISTORY     - Date     Condition        Report By
 LH0489  HISTORY     - 1949     MONUMENTED       CGS
 LH0489
 LH0489                          STATION DESCRIPTION
 LH0489
 LH0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0489'1.4 MI S FROM WOOD RIVER.
 LH0489'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0489'STATION AT WOOD RIVER, THENCE 0.65 MILE SOUTH ALONG A GRAVELED
 LH0489'ROAD, AT THE FARM HOME OF JOHN HAYS, 212 FEET SOUTH OF THE
 LH0489'CENTER LINE OF AN EAST-WEST ROAD, 174 FEET EAST OF THE CENTER
 LH0489'LINE OF A NORTH-SOUTH ROAD, 80.0 FEET SOUTHEAST OF THE SOUTHEAST
 LH0489'CORNER OF THE HOUSE, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LH0489'PRIVATE DRIVEWAY LEADING WEST, 4.4 FEET NORTHWEST OF THE
 LH0489'SOUTHWEST LEG OF THE WINDMILL, AND SET IN THE TOP OF A 10-FOOT
 LH0489'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LH0489'WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING STEEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0502 ***********************************************************************
 LH0502  DESIGNATION -  L 288
 LH0502  PID         -  LH0502
 LH0502  STATE/COUNTY-  NE/ADAMS
 LH0502  COUNTRY     -  US
 LH0502  USGS QUAD   -  KENESAW (2017)
 LH0502
 LH0502                         *CURRENT SURVEY CONTROL
 LH0502  ______________________________________________________________________
 LH0502* NAD 83(1986) POSITION- 40 34 53.     (N) 098 43 24.     (W)   SCALED
 LH0502* NAVD 88 ORTHO HEIGHT -   626.810 (meters)     2056.46  (feet) ADJUSTED
 LH0502  ______________________________________________________________________
 LH0502  GEOID HEIGHT    -        -25.010 (meters)                     GEOID18
 LH0502  DYNAMIC HEIGHT  -        626.453 (meters)     2055.29  (feet) COMP
 LH0502  MODELED GRAVITY -    980,034.3   (mgal)                       NAVD 88
 LH0502
 LH0502  VERT ORDER      -  SECOND    CLASS 0
 LH0502
 LH0502.The horizontal coordinates were scaled from a map and have
 LH0502.an estimated accuracy of +/- 6 seconds.
 LH0502
 LH0502.The orthometric height was determined by differential leveling and
 LH0502.adjusted by the NATIONAL GEODETIC SURVEY
 LH0502.in June 1991.
 LH0502
 LH0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0502.GEOID18 height accuracy estimate available here.
 LH0502
 LH0502.Click photographs - Photos may exist for this station.
 LH0502
 LH0502.The dynamic height is computed by dividing the NAVD 88
 LH0502.geopotential number by the normal gravity value computed on the
 LH0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0502.degrees latitude (g = 980.6199 gals.).
 LH0502
 LH0502.The modeled gravity was interpolated from observed gravity values.
 LH0502
 LH0502;                    North         East    Units  Estimated Accuracy
 LH0502;SPC NE       -    83,850.      608,060.      MT  (+/- 180 meters Scaled)
 LH0502
 LH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234923(NAD 83)
 LH0502
 LH0502                          SUPERSEDED SURVEY CONTROL
 LH0502
 LH0502  NGVD 29 (??/??/92)  626.561  (m)         2055.64   (f) ADJ UNCH    2 0
 LH0502
 LH0502.Superseded values are not recommended for survey control.
 LH0502
 LH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0502.See file dsdata.pdf to determine how the superseded data were derived.
 LH0502
 LH0502_MARKER: DB = BENCH MARK DISK
 LH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0502_STAMPING: L 288 1949
 LH0502_MARK LOGO: CGS
 LH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0502+STABILITY: SURFACE MOTION
 LH0502
 LH0502  HISTORY     - Date     Condition        Report By
 LH0502  HISTORY     - 1949     MONUMENTED       CGS
 LH0502
 LH0502                          STATION DESCRIPTION
 LH0502
 LH0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0502'8.1 MI S FROM DENMAN.
 LH0502'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0502'AT DENMAN, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 70
 LH0502'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35 FEET
 LH0502'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 8.6 FEET NORTHWEST
 LH0502'OF A 12-INCH HEDGE TREE, 1.6 FEET WEST OF A REFERENCE POST, AND
 LH0502'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0502'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0472 ***********************************************************************
 LH0472  DESIGNATION -  L 289
 LH0472  PID         -  LH0472
 LH0472  STATE/COUNTY-  NE/BUFFALO
 LH0472  COUNTRY     -  US
 LH0472  USGS QUAD   -  NEWARK (2017)
 LH0472
 LH0472                         *CURRENT SURVEY CONTROL
 LH0472  ______________________________________________________________________
 LH0472* NAD 83(1986) POSITION- 40 39 54.     (N) 098 59 16.     (W)   SCALED
 LH0472* NAVD 88 ORTHO HEIGHT -   642.612 (meters)     2108.30  (feet) ADJUSTED
 LH0472  ______________________________________________________________________
 LH0472  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 LH0472  DYNAMIC HEIGHT  -        642.245 (meters)     2107.10  (feet) COMP
 LH0472  MODELED GRAVITY -    980,031.9   (mgal)                       NAVD 88
 LH0472
 LH0472  VERT ORDER      -  SECOND    CLASS 0
 LH0472
 LH0472.The horizontal coordinates were scaled from a map and have
 LH0472.an estimated accuracy of +/- 6 seconds.
 LH0472
 LH0472.The orthometric height was determined by differential leveling and
 LH0472.adjusted by the NATIONAL GEODETIC SURVEY
 LH0472.in June 1991.
 LH0472
 LH0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0472.GEOID18 height accuracy estimate available here.
 LH0472
 LH0472.Click photographs - Photos may exist for this station.
 LH0472
 LH0472.The dynamic height is computed by dividing the NAVD 88
 LH0472.geopotential number by the normal gravity value computed on the
 LH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0472.degrees latitude (g = 980.6199 gals.).
 LH0472
 LH0472.The modeled gravity was interpolated from observed gravity values.
 LH0472
 LH0472;                    North         East    Units  Estimated Accuracy
 LH0472;SPC NE       -    92,840.      585,570.      MT  (+/- 180 meters Scaled)
 LH0472
 LH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL010015(NAD 83)
 LH0472
 LH0472                          SUPERSEDED SURVEY CONTROL
 LH0472
 LH0472  NGVD 29 (??/??/92)  642.351  (m)         2107.45   (f) ADJ UNCH    2 0
 LH0472
 LH0472.Superseded values are not recommended for survey control.
 LH0472
 LH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0472.See file dsdata.pdf to determine how the superseded data were derived.
 LH0472
 LH0472_MARKER: DB = BENCH MARK DISK
 LH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0472_STAMPING: L 289 1949
 LH0472_MARK LOGO: CGS
 LH0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0472+STABILITY: SURFACE MOTION
 LH0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0472+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0472
 LH0472  HISTORY     - Date     Condition        Report By
 LH0472  HISTORY     - 1949     MONUMENTED       CGS
 LH0472  HISTORY     - 20060512 GOOD             NEDR
 LH0472
 LH0472                          STATION DESCRIPTION
 LH0472
 LH0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0472'13.2 MI NE FROM KEARNEY.
 LH0472'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0472'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0472'THENCE 3.55 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 LH0472'SOUTHWEST ALONG A GRAVELED ROAD, AT A RAILROAD CROSSING, 100.0
 LH0472'FEET EAST OF THE EAST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY
 LH0472'RAILROAD, 79 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 LH0472'46 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 44.0 FEET SOUTH
 LH0472'OF A FENCE CORNER POST, 43.0 FEET SOUTH OF A POWER TRANSMISSION
 LH0472'LINE POLE, 2.0 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A
 LH0472'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0472'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0472
 LH0472                          STATION RECOVERY (2006)
 LH0472
 LH0472'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0135 ***********************************************************************
 LG0135  DESIGNATION -  L 290
 LG0135  PID         -  LG0135
 LG0135  STATE/COUNTY-  NE/CASS
 LG0135  COUNTRY     -  US
 LG0135  USGS QUAD   -  AVOCA (2017)
 LG0135
 LG0135                         *CURRENT SURVEY CONTROL
 LG0135  ______________________________________________________________________
 LG0135* NAD 83(1986) POSITION- 40 52 15.32   (N) 096 06 41.85   (W)   HD_HELD1
 LG0135* NAVD 88 ORTHO HEIGHT -   361.061 (meters)     1184.58  (feet) ADJUSTED
 LG0135  ______________________________________________________________________
 LG0135  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 LG0135  DYNAMIC HEIGHT  -        360.907 (meters)     1184.08  (feet) COMP
 LG0135  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 LG0135
 LG0135  VERT ORDER      -  SECOND    CLASS 0
 LG0135
 LG0135.The horizontal coordinates were determined by differentially corrected
 LG0135.hand held GPS observations or other comparable positioning techniques
 LG0135.and have an estimated accuracy of +/- 3 meters.
 LG0135
 LG0135.The orthometric height was determined by differential leveling and
 LG0135.adjusted by the NATIONAL GEODETIC SURVEY
 LG0135.in June 1991.
 LG0135
 LG0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0135.GEOID18 height accuracy estimate available here.
 LG0135
 LG0135.Click photographs - Photos may exist for this station.
 LG0135
 LG0135.The dynamic height is computed by dividing the NAVD 88
 LG0135.geopotential number by the normal gravity value computed on the
 LG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0135.degrees latitude (g = 980.6199 gals.).
 LG0135
 LG0135.The modeled gravity was interpolated from observed gravity values.
 LG0135
 LG0135;                    North         East    Units  Estimated Accuracy
 LG0135;SPC NE       -   122,568.3     827,584.2     MT  (+/- 3 meters HH1 GPS) 
 LG0135
 LG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4340528444(NAD 83)
 LG0135
 LG0135                          SUPERSEDED SURVEY CONTROL
 LG0135
 LG0135  NGVD 29 (??/??/92)  360.969  (m)         1184.28   (f) ADJ UNCH    2 0
 LG0135
 LG0135.Superseded values are not recommended for survey control.
 LG0135
 LG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0135.See file dsdata.pdf to determine how the superseded data were derived.
 LG0135
 LG0135_MARKER: DB = BENCH MARK DISK
 LG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0135_STAMPING: L 290 1950
 LG0135_MARK LOGO: CGS
 LG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0135+STABILITY: SURFACE MOTION
 LG0135
 LG0135  HISTORY     - Date     Condition        Report By
 LG0135  HISTORY     - 1950     MONUMENTED       CGS
 LG0135
 LG0135                          STATION DESCRIPTION
 LG0135
 LG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0135'1.8 MI E FROM WEEPING WATER.
 LG0135'0.75 MILE EAST ALONG A PAVED STREET FROM THE NEBRASKA STATE
 LG0135'BANK AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LG0135'ROAD, AT BROWNS AIRPORT, 78 FEET SOUTH OF THE CENTER LINE OF THE
 LG0135'ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF A CIRCULAR DRIVE,
 LG0135'23 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STORAGE BUILDING,
 LG0135'2.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR, SET IN
 LG0135'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LG0135'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0595 ***********************************************************************
 LH0595  DESIGNATION -  L 292
 LH0595  PID         -  LH0595
 LH0595  STATE/COUNTY-  NE/KEARNEY
 LH0595  COUNTRY     -  US
 LH0595  USGS QUAD   -  KEARNEY (2017)
 LH0595
 LH0595                         *CURRENT SURVEY CONTROL
 LH0595  ______________________________________________________________________
 LH0595* NAD 83(1986) POSITION- 40 38 45.     (N) 099 05 06.     (W)   SCALED
 LH0595* NAVD 88 ORTHO HEIGHT -   654.220 (meters)     2146.39  (feet) ADJUSTED
 LH0595  ______________________________________________________________________
 LH0595  GEOID HEIGHT    -        -24.598 (meters)                     GEOID18
 LH0595  DYNAMIC HEIGHT  -        653.844 (meters)     2145.15  (feet) COMP
 LH0595  MODELED GRAVITY -    980,028.7   (mgal)                       NAVD 88
 LH0595
 LH0595  VERT ORDER      -  SECOND    CLASS 0
 LH0595
 LH0595.The horizontal coordinates were scaled from a map and have
 LH0595.an estimated accuracy of +/- 6 seconds.
 LH0595
 LH0595.The orthometric height was determined by differential leveling and
 LH0595.adjusted by the NATIONAL GEODETIC SURVEY
 LH0595.in June 1991.
 LH0595
 LH0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0595.GEOID18 height accuracy estimate available here.
 LH0595
 LH0595.Click photographs - Photos may exist for this station.
 LH0595
 LH0595.The dynamic height is computed by dividing the NAVD 88
 LH0595.geopotential number by the normal gravity value computed on the
 LH0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0595.degrees latitude (g = 980.6199 gals.).
 LH0595
 LH0595.The modeled gravity was interpolated from observed gravity values.
 LH0595
 LH0595;                    North         East    Units  Estimated Accuracy
 LH0595;SPC NE       -    90,620.      577,380.      MT  (+/- 180 meters Scaled)
 LH0595
 LH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928994(NAD 83)
 LH0595
 LH0595                          SUPERSEDED SURVEY CONTROL
 LH0595
 LH0595  NGVD 29 (??/??/92)  653.958  (m)         2145.53   (f) ADJ UNCH    2 0
 LH0595
 LH0595.Superseded values are not recommended for survey control.
 LH0595
 LH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0595.See file dsdata.pdf to determine how the superseded data were derived.
 LH0595
 LH0595_MARKER: DB = BENCH MARK DISK
 LH0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0595_STAMPING: L 292 1949
 LH0595_MARK LOGO: CGS
 LH0595_PROJECTION: FLUSH
 LH0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0595+STABILITY: SURFACE MOTION
 LH0595
 LH0595  HISTORY     - Date     Condition        Report By
 LH0595  HISTORY     - 1949     MONUMENTED       CGS
 LH0595  HISTORY     - 1962     GOOD             CGS
 LH0595
 LH0595                          STATION DESCRIPTION
 LH0595
 LH0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0595'4.3 MI S FROM KEARNEY.
 LH0595'4.3 MILES SOUTH ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 LH0595'AT KEARNEY, AT THE KEARNEY AERO SERVICE AIRPORT, 184 FEET WEST OF
 LH0595'THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE SOUTHEAST
 LH0595'CORNER OF THE MAIN OFFICE, 15.5 FEET NORTH OF THE NORTHEAST
 LH0595'CORNER OF THE FIRST HANGAR SOUTH OF THE OFFICE, 1.6 FEET WEST OF A
 LH0595'POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0595'OF 5 FEET AND LEVEL WITH THE GROUND.  A STANDARD DISK STAMPED
 LH0595'L 292 1949.
 LH0595
 LH0595                          STATION RECOVERY (1962)
 LH0595
 LH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LH0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0671 ***********************************************************************
 LH0671  DESIGNATION -  L 293
 LH0671  PID         -  LH0671
 LH0671  STATE/COUNTY-  NE/BUFFALO
 LH0671  COUNTRY     -  US
 LH0671  USGS QUAD   -  MILLER NE (2017)
 LH0671
 LH0671                         *CURRENT SURVEY CONTROL
 LH0671  ______________________________________________________________________
 LH0671* NAD 83(1986) POSITION- 40 57 35.36   (N) 099 16 25.76   (W)   HD_HELD1
 LH0671* NAVD 88 ORTHO HEIGHT -   706.419 (meters)     2317.64  (feet) ADJUSTED
 LH0671  ______________________________________________________________________
 LH0671  GEOID HEIGHT    -        -23.922 (meters)                     GEOID18
 LH0671  DYNAMIC HEIGHT  -        706.028 (meters)     2316.36  (feet) COMP
 LH0671  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 LH0671
 LH0671  VERT ORDER      -  SECOND    CLASS 0
 LH0671
 LH0671.The horizontal coordinates were determined by differentially corrected
 LH0671.hand held GPS observations or other comparable positioning techniques
 LH0671.and have an estimated accuracy of +/- 3 meters.
 LH0671
 LH0671.The orthometric height was determined by differential leveling and
 LH0671.adjusted by the NATIONAL GEODETIC SURVEY
 LH0671.in June 1991.
 LH0671
 LH0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0671.GEOID18 height accuracy estimate available here.
 LH0671
 LH0671.Click photographs - Photos may exist for this station.
 LH0671
 LH0671.The dynamic height is computed by dividing the NAVD 88
 LH0671.geopotential number by the normal gravity value computed on the
 LH0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0671.degrees latitude (g = 980.6199 gals.).
 LH0671
 LH0671.The modeled gravity was interpolated from observed gravity values.
 LH0671
 LH0671;                    North         East    Units  Estimated Accuracy
 LH0671;SPC NE       -   125,327.0     561,115.4     MT  (+/- 3 meters HH1 GPS) 
 LH0671
 LH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7695734333(NAD 83)
 LH0671
 LH0671                          SUPERSEDED SURVEY CONTROL
 LH0671
 LH0671  NGVD 29 (??/??/92)  706.168  (m)         2316.82   (f) ADJ UNCH    2 0
 LH0671
 LH0671.Superseded values are not recommended for survey control.
 LH0671
 LH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0671.See file dsdata.pdf to determine how the superseded data were derived.
 LH0671
 LH0671_MARKER: DB = BENCH MARK DISK
 LH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0671_STAMPING: L 293 1949
 LH0671_MARK LOGO: CGS
 LH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0671+STABILITY: SURFACE MOTION
 LH0671
 LH0671  HISTORY     - Date     Condition        Report By
 LH0671  HISTORY     - 1949     MONUMENTED       CGS
 LH0671
 LH0671                          STATION DESCRIPTION
 LH0671
 LH0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0671'9.9 MI N FROM AMHERST.
 LH0671'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0671'AMHERST, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD, AT THE
 LH0671'SOUTHWEST CORNER OF SECTION 33, T. 12 N., R. 17 W., IN THE
 LH0671'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 35 FEET EAST OF
 LH0671'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE
 LH0671'CENTER LINE OF THE EAST-WEST ROAD, 12 FEET WEST OF THE CENTER
 LH0671'OF A WELL PUMP, 1.4 FEET SOUTHEAST OF A CORNER FENCE POST, 1
 LH0671'FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET
 LH0671'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0671'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0650 ***********************************************************************
 LH0650  DESIGNATION -  L 294
 LH0650  PID         -  LH0650
 LH0650  STATE/COUNTY-  NE/BUFFALO
 LH0650  COUNTRY     -  US
 LH0650  USGS QUAD   -  RIVERDALE (2017)
 LH0650
 LH0650                         *CURRENT SURVEY CONTROL
 LH0650  ______________________________________________________________________
 LH0650* NAD 83(1995) POSITION- 40 52 19.38797(N) 099 08 28.84127(W)   ADJUSTED
 LH0650* NAVD 88 ORTHO HEIGHT -   703.454 (meters)     2307.92  (feet) ADJUSTED
 LH0650  ______________________________________________________________________
 LH0650  GEOID HEIGHT    -        -24.093 (meters)                     GEOID18
 LH0650  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 LH0650  DYNAMIC HEIGHT  -        703.066 (meters)     2306.64  (feet) COMP
 LH0650  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 LH0650
 LH0650  HORZ ORDER      -  SECOND
 LH0650  VERT ORDER      -  SECOND    CLASS 0
 LH0650
 LH0650.The horizontal coordinates were established by classical geodetic methods
 LH0650.and adjusted by the National Geodetic Survey in August 1997.
 LH0650
 LH0650.The orthometric height was determined by differential leveling and
 LH0650.adjusted by the NATIONAL GEODETIC SURVEY
 LH0650.in June 1991.
 LH0650
 LH0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0650.GEOID18 height accuracy estimate available here.
 LH0650
 LH0650.Click photographs - Photos may exist for this station.
 LH0650
 LH0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0650
 LH0650.The dynamic height is computed by dividing the NAVD 88
 LH0650.geopotential number by the normal gravity value computed on the
 LH0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0650.degrees latitude (g = 980.6199 gals.).
 LH0650
 LH0650.The modeled gravity was interpolated from observed gravity values.
 LH0650
 LH0650. The following values were computed from the NAD 83(1995) position.
 LH0650
 LH0650;                    North         East     Units Scale Factor Converg.
 LH0650;SPC NE       -   115,685.450   572,361.131   MT  0.99971933   +0 34 08.5
 LH0650;SPC NE       -   379,544.68  1,877,821.48   sFT  0.99971933   +0 34 08.5
 LH0650;UTM  14      - 4,524,563.415   488,089.727   MT  0.99960175   -0 05 33.0
 LH0650
 LH0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0650!SPC NE       -   0.99989345  x   0.99971933  =   0.99961281
 LH0650!UTM  14      -   0.99989345  x   0.99960175  =   0.99949524
 LH0650
 LH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8808924563(NAD 83)
 LH0650
 LH0650                          SUPERSEDED SURVEY CONTROL
 LH0650
 LH0650  NAD 83(1986)-  40 52 19.39536(N)    099 08 28.84329(W) AD(       ) 2
 LH0650  NAD 27      -  40 52 19.35600(N)    099 08 27.51700(W) AD(       ) 2
 LH0650  NGVD 29 (??/??/92)  703.208  (m)         2307.11   (f) ADJ UNCH    2 0
 LH0650  NGVD 29             703.21   (m)         2307.1    (f) LEVELING    3  
 LH0650
 LH0650.Superseded values are not recommended for survey control.
 LH0650
 LH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0650.See file dsdata.pdf to determine how the superseded data were derived.
 LH0650
 LH0650_MARKER: DB = BENCH MARK DISK
 LH0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0650_STAMPING: L 294 1949
 LH0650_MARK LOGO: CGS
 LH0650_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0650+STABILITY: SURFACE MOTION
 LH0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0650+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 LH0650
 LH0650  HISTORY     - Date     Condition        Report By
 LH0650  HISTORY     - 1949     MONUMENTED       CGS
 LH0650  HISTORY     - 1950     GOOD             CGS
 LH0650  HISTORY     - 19970715 GOOD             NGS
 LH0650
 LH0650                          STATION DESCRIPTION
 LH0650
 LH0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0650'8.9 MI NE FROM AMHERST.
 LH0650'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0650'AMHERST, THENCE 6.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0650'NORTHWEST CORNER OF SECTION 4, T. 10 N., R. 16 W., AT A
 LH0650'T-JUNCTION OF ROADS, 76 FEET SOUTH OF THE CENTER LINE OF THE
 LH0650'EAST-WEST ROAD, 33 FEET SOUTH OF THE CENTER LINE OF A GATE IN A
 LH0650'NORTH-SOUTH FENCE, 12 FEET EAST OF THE CENTER LINE OF A SIDE
 LH0650'ROAD LEADING SOUTH, 1.2 FEET WEST OF A FENCE, 1.5 FEET NORTH
 LH0650'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0650'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0650'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK M 294.
 LH0650
 LH0650                          STATION RECOVERY (1950)
 LH0650
 LH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH0650'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 3 MILES WEST OF
 LH0650'KEARNEY.  IT IS A STANDARD USC AND GS BENCH MARK DISK SET IN A
 LH0650'ROUND CONCRETE POST.  IT IS 75 FEET SOUTH OF THE CENTERLINE OF A
 LH0650'GRAVEL ROAD, 42 FEET SOUTH OF A CORNER POST, 12 FEET EAST OF THE
 LH0650'CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS ABOUT 2 INCHES
 LH0650'AND THE DISK IS STAMPED L-294 1949.
 LH0650'
 LH0650'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RUSCO
 LH0650'1950 TO BENCH MARK L-294 1949 AND THE DISTANCE IS 48.613 METERS
 LH0650'OR 159.49 FEET.
 LH0650'
 LH0650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 LH0650'STATE ROUTE 10 AT THE MONUMENT IN KEARNEY, GO NORTH WEST AND
 LH0650'NORTH ON STATE ROUTE 10 FOR 11.8 MILES TO A CROSSROADS.  TURN
 LH0650'LEFT (WEST) AND GO 2.9 MILES TO A SIDE ROAD, AND STATION IN
 LH0650'SOUTHEAST ANGLE AS DESCRIBED.
 LH0650
 LH0650                          STATION RECOVERY (1997)
 LH0650
 LH0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH0650'RECOVERED IN GOOD CONDITION ABOUT 19.9 KM (12.35 MI) NORTH-NORTHWEST
 LH0650'OF KEARNEY, 4.8 KM (3.00 MI) WEST OF STATE HIGHWAY 10 AND IN THE NW
 LH0650'CORNER OF SEC4, T10N, R16W.  TO REACH THE MARK FROM THE JUNCTION OF
 LH0650'STATE HIGHWAYS 10 AND 40, WHICH IS ABOUT 5.63 KM (3.50 MI) NORTH OF
 LH0650'KEARNEY, GO NORTH ON HIGHWAY 10 FOR 13.68 KM (8.50 MI) TO A GRAVELED
 LH0650'CROSSROAD, POLE LINE ROAD.  TURN LEFT AND GO WEST ON POLE LINE ROAD
 LH0650'FOR 4.68 KM (2.90 MI) TO THE MARK ON THE LEFT AND STATION RUSCO ON THE
 LH0650'RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH0650'FLUSH WITH THE GROUND SURFACE.  IT IS 48.61 M (159.48 FT) SOUTH FROM
 LH0650'STATION RUSCO, 22.4 M (73.5 FT) SOUTH FROM THE CENTERLINE OF POLE LINE
 LH0650'ROAD, 17.69 M (58.04 FT) SOUTHWEST FROM THE CENTER OF THE TOP OF A GAS
 LH0650'METER, 3.22 M (10.56 FT) NORTH FROM A GAS VALVE, 5.75 M (18.86 FT)
 LH0650'EAST FROM A NORTH-SOUTH FENCE, 0.52 M (1.71 FT) NORTH OF A WOODEN
 LH0650'WITNESS POST AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.  A
 LH0650'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0565 ***********************************************************************
 LH0565  DESIGNATION -  L 295
 LH0565  PID         -  LH0565
 LH0565  STATE/COUNTY-  NE/BUFFALO
 LH0565  COUNTRY     -  US
 LH0565  USGS QUAD   -  AMHERST (2017)
 LH0565
 LH0565                         *CURRENT SURVEY CONTROL
 LH0565  ______________________________________________________________________
 LH0565* NAD 83(1986) POSITION- 40 48 58.     (N) 099 21 01.     (W)   SCALED
 LH0565* NAVD 88 ORTHO HEIGHT -   713.922 (meters)     2342.26  (feet) ADJUSTED
 LH0565  ______________________________________________________________________
 LH0565  GEOID HEIGHT    -        -24.129 (meters)                     GEOID18
 LH0565  DYNAMIC HEIGHT  -        713.511 (meters)     2340.91  (feet) COMP
 LH0565  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 LH0565
 LH0565  VERT ORDER      -  SECOND    CLASS 0
 LH0565
 LH0565.The horizontal coordinates were scaled from a map and have
 LH0565.an estimated accuracy of +/- 6 seconds.
 LH0565
 LH0565.The orthometric height was determined by differential leveling and
 LH0565.adjusted by the NATIONAL GEODETIC SURVEY
 LH0565.in June 1991.
 LH0565
 LH0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0565.GEOID18 height accuracy estimate available here.
 LH0565
 LH0565.Click photographs - Photos may exist for this station.
 LH0565
 LH0565.The dynamic height is computed by dividing the NAVD 88
 LH0565.geopotential number by the normal gravity value computed on the
 LH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0565.degrees latitude (g = 980.6199 gals.).
 LH0565
 LH0565.The modeled gravity was interpolated from observed gravity values.
 LH0565
 LH0565;                    North         East    Units  Estimated Accuracy
 LH0565;SPC NE       -   109,320.      554,800.      MT  (+/- 180 meters Scaled)
 LH0565
 LH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML704184(NAD 83)
 LH0565
 LH0565                          SUPERSEDED SURVEY CONTROL
 LH0565
 LH0565  NGVD 29 (??/??/92)  713.660  (m)         2341.40   (f) ADJ UNCH    2 0
 LH0565
 LH0565.Superseded values are not recommended for survey control.
 LH0565
 LH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0565.See file dsdata.pdf to determine how the superseded data were derived.
 LH0565
 LH0565_MARKER: DB = BENCH MARK DISK
 LH0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0565_STAMPING: L 295 1949
 LH0565_MARK LOGO: CGS
 LH0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0565+STABILITY: SURFACE MOTION
 LH0565
 LH0565  HISTORY     - Date     Condition        Report By
 LH0565  HISTORY     - 1949     MONUMENTED       CGS
 LH0565
 LH0565                          STATION DESCRIPTION
 LH0565
 LH0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0565'6.7 MI SW FROM AMHERST.
 LH0565'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0565'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH
 LH0565'ALONG A COUNTY ROAD, THENCE 5.0 MILES WEST ALONG A COUNTY ROAD,
 LH0565'IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ON THE
 LH0565'SIDE OF A HILL SLOPING DOWN TO THE SOUTHEAST, 222 FEET NORTH OF THE
 LH0565'CENTER LINE OF THE EAST-WEST ROAD, 31 FEET EAST OF THE CENTER
 LH0565'LINE OF THE NORTH-SOUTH ROAD, 0.8 FOOT WEST OF A FENCE, 1.3
 LH0565'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0565'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0565'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0842 ***********************************************************************
 MK0842  DESIGNATION -  L 296
 MK0842  PID         -  MK0842
 MK0842  STATE/COUNTY-  NE/CASS
 MK0842  COUNTRY     -  US
 MK0842  USGS QUAD   -  CEDAR CREEK (2017)
 MK0842
 MK0842                         *CURRENT SURVEY CONTROL
 MK0842  ______________________________________________________________________
 MK0842* NAD 83(1986) POSITION- 41 00 06.86   (N) 096 06 09.09   (W)   HD_HELD1
 MK0842* NAVD 88 ORTHO HEIGHT -   364.481 (meters)     1195.80  (feet) ADJUSTED
 MK0842  ______________________________________________________________________
 MK0842  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 MK0842  DYNAMIC HEIGHT  -        364.331 (meters)     1195.31  (feet) COMP
 MK0842  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 MK0842
 MK0842  VERT ORDER      -  SECOND    CLASS 0
 MK0842
 MK0842.The horizontal coordinates were determined by differentially corrected
 MK0842.hand held GPS observations or other comparable positioning techniques
 MK0842.and have an estimated accuracy of +/- 3 meters.
 MK0842
 MK0842.The orthometric height was determined by differential leveling and
 MK0842.adjusted by the NATIONAL GEODETIC SURVEY
 MK0842.in June 1991.
 MK0842
 MK0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0842.GEOID18 height accuracy estimate available here.
 MK0842
 MK0842.Click photographs - Photos may exist for this station.
 MK0842
 MK0842.The dynamic height is computed by dividing the NAVD 88
 MK0842.geopotential number by the normal gravity value computed on the
 MK0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0842.degrees latitude (g = 980.6199 gals.).
 MK0842
 MK0842.The modeled gravity was interpolated from observed gravity values.
 MK0842
 MK0842;                    North         East    Units  Estimated Accuracy
 MK0842;SPC NE       -   137,129.8     827,695.0     MT  (+/- 3 meters HH1 GPS) 
 MK0842
 MK0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4368943013(NAD 83)
 MK0842
 MK0842                          SUPERSEDED SURVEY CONTROL
 MK0842
 MK0842  NGVD 29 (??/??/92)  364.384  (m)         1195.48   (f) ADJ UNCH    2 0
 MK0842
 MK0842.Superseded values are not recommended for survey control.
 MK0842
 MK0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0842.See file dsdata.pdf to determine how the superseded data were derived.
 MK0842
 MK0842_MARKER: DB = BENCH MARK DISK
 MK0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0842_STAMPING: L 296 1949
 MK0842_MARK LOGO: CGS
 MK0842_PROJECTION: FLUSH
 MK0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0842+STABILITY: SURFACE MOTION
 MK0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0842+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2020
 MK0842
 MK0842  HISTORY     - Date     Condition        Report By
 MK0842  HISTORY     - 1949     MONUMENTED       CGS
 MK0842  HISTORY     - 20100507 GOOD             INDIV
 MK0842  HISTORY     - 20200726 GOOD             WSRR
 MK0842
 MK0842                          STATION DESCRIPTION
 MK0842
 MK0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0842'3.2 MI E FROM LOUISVILLE.
 MK0842'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0842'STATION AT LOUISVILLE, THENCE 3.05 MILES EAST ALONG THE
 MK0842'LOUISVILLE-PLATTSMOUTH ROAD, AT THE MIDDLE DRIVE LEADING NORTH
 MK0842'INTO THE GLENDALE CEMETERY, 27 FEET NORTH OF THE CENTER LINE
 MK0842'OF THE LOUISVILLE-PLATTSMOUTH ROAD, 9.0 FEET WEST OF THE CENTER
 MK0842'LINE OF THE DRIVE LEADING NORTH INTO THE CEMETERY, 1.0 FOOT
 MK0842'WEST OF THE WEST BRICK GATE POST, 1.0 FOOT SOUTH OF A WOVEN
 MK0842'WIRE FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH
 MK0842'IS SET FLUSH WITH THE GROUND.
 MK0842
 MK0842                          STATION RECOVERY (2010)
 MK0842
 MK0842'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK0842'RECOVERED IN GOOD CONDITION.
 MK0842
 MK0842                          STATION RECOVERY (2020)
 MK0842
 MK0842'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 MK0842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0756 ***********************************************************************
 MK0756  DESIGNATION -  L 298
 MK0756  PID         -  MK0756
 MK0756  STATE/COUNTY-  NE/SAUNDERS
 MK0756  COUNTRY     -  US
 MK0756  USGS QUAD   -  ASHLAND WEST (2017)
 MK0756
 MK0756                         *CURRENT SURVEY CONTROL
 MK0756  ______________________________________________________________________
 MK0756* NAD 83(1986) POSITION- 41 06 01.02   (N) 096 27 15.87   (W)   HD_HELD1
 MK0756* NAVD 88 ORTHO HEIGHT -   334.319 (meters)     1096.84  (feet) ADJUSTED
 MK0756  ______________________________________________________________________
 MK0756  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 MK0756  DYNAMIC HEIGHT  -        334.178 (meters)     1096.38  (feet) COMP
 MK0756  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 MK0756
 MK0756  VERT ORDER      -  SECOND    CLASS 0
 MK0756
 MK0756.The horizontal coordinates were determined by differentially corrected
 MK0756.hand held GPS observations or other comparable positioning techniques
 MK0756.and have an estimated accuracy of +/- 3 meters.
 MK0756
 MK0756.The orthometric height was determined by differential leveling and
 MK0756.adjusted by the NATIONAL GEODETIC SURVEY
 MK0756.in June 1991.
 MK0756
 MK0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0756.GEOID18 height accuracy estimate available here.
 MK0756
 MK0756.Click photographs - Photos may exist for this station.
 MK0756
 MK0756.The dynamic height is computed by dividing the NAVD 88
 MK0756.geopotential number by the normal gravity value computed on the
 MK0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0756.degrees latitude (g = 980.6199 gals.).
 MK0756
 MK0756.The modeled gravity was interpolated from observed gravity values.
 MK0756
 MK0756;                    North         East    Units  Estimated Accuracy
 MK0756;SPC NE       -   146,769.1     797,678.7     MT  (+/- 3 meters HH1 GPS) 
 MK0756
 MK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1377353012(NAD 83)
 MK0756
 MK0756                          SUPERSEDED SURVEY CONTROL
 MK0756
 MK0756  NGVD 29 (??/??/92)  334.205  (m)         1096.47   (f) ADJ UNCH    2 0
 MK0756
 MK0756.Superseded values are not recommended for survey control.
 MK0756
 MK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0756.See file dsdata.pdf to determine how the superseded data were derived.
 MK0756
 MK0756_MARKER: DB = BENCH MARK DISK
 MK0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0756_SP_SET: BRIDGE
 MK0756_STAMPING: L 298 1950
 MK0756_MARK LOGO: CGS
 MK0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0756
 MK0756  HISTORY     - Date     Condition        Report By
 MK0756  HISTORY     - 1950     MONUMENTED       CGS
 MK0756  HISTORY     - 1984     GOOD             LOCSUR
 MK0756
 MK0756                          STATION DESCRIPTION
 MK0756
 MK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0756'2.2 MI NW FROM MEMPHIS.
 MK0756'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0756'MEMPHIS, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0756'0.75 MILE NORTH ALONG A DIRT ROAD, 114 FEET SOUTH OF THE CENTER
 MK0756'LINE OF A PRIVATE DRIVEWAY LEADING TO A FARMHOUSE, 9 FEET WEST
 MK0756'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST
 MK0756'END OF THE NORTHWEST WINGWALL OF A STEEL BRIDGE OVER WAHOO
 MK0756'CREEK, 2.5 FEET NORTHWEST OF THE WEST END OF THE NORTH ABUTMENT,
 MK0756'1 FOOT BELOW THE LEVEL OF THE ROAD.
 MK0756
 MK0756                          STATION RECOVERY (1984)
 MK0756
 MK0756'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0732 ***********************************************************************
 MK0732  DESIGNATION -  L 299
 MK0732  PID         -  MK0732
 MK0732  STATE/COUNTY-  NE/SAUNDERS
 MK0732  COUNTRY     -  US
 MK0732  USGS QUAD   -  MEAD (2017)
 MK0732
 MK0732                         *CURRENT SURVEY CONTROL
 MK0732  ______________________________________________________________________
 MK0732* NAD 83(1986) POSITION- 41 13 08.     (N) 096 27 49.     (W)   SCALED
 MK0732* NAVD 88 ORTHO HEIGHT -   361.690 (meters)     1186.64  (feet) ADJUSTED
 MK0732  ______________________________________________________________________
 MK0732  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 MK0732  DYNAMIC HEIGHT  -        361.523 (meters)     1186.10  (feet) COMP
 MK0732  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 MK0732
 MK0732  VERT ORDER      -  SECOND    CLASS 0
 MK0732
 MK0732.The horizontal coordinates were scaled from a map and have
 MK0732.an estimated accuracy of +/- 6 seconds.
 MK0732
 MK0732.The orthometric height was determined by differential leveling and
 MK0732.adjusted by the NATIONAL GEODETIC SURVEY
 MK0732.in June 1991.
 MK0732
 MK0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0732.GEOID18 height accuracy estimate available here.
 MK0732
 MK0732.Click photographs - Photos may exist for this station.
 MK0732
 MK0732.The dynamic height is computed by dividing the NAVD 88
 MK0732.geopotential number by the normal gravity value computed on the
 MK0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0732.degrees latitude (g = 980.6199 gals.).
 MK0732
 MK0732.The modeled gravity was interpolated from observed gravity values.
 MK0732
 MK0732;                    North         East    Units  Estimated Accuracy
 MK0732;SPC NE       -   159,890.      796,370.      MT  (+/- 180 meters Scaled)
 MK0732
 MK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL126661(NAD 83)
 MK0732
 MK0732                          SUPERSEDED SURVEY CONTROL
 MK0732
 MK0732  NGVD 29 (??/??/92)  361.555  (m)         1186.20   (f) ADJ UNCH    2 0
 MK0732
 MK0732.Superseded values are not recommended for survey control.
 MK0732
 MK0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0732.See file dsdata.pdf to determine how the superseded data were derived.
 MK0732
 MK0732_MARKER: DB = BENCH MARK DISK
 MK0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0732_STAMPING: L 299 1950
 MK0732_MARK LOGO: CGS
 MK0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0732+STABILITY: SURFACE MOTION
 MK0732
 MK0732  HISTORY     - Date     Condition        Report By
 MK0732  HISTORY     - 1950     MONUMENTED       CGS
 MK0732
 MK0732                          STATION DESCRIPTION
 MK0732
 MK0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0732'1.9 MI E FROM MEAD.
 MK0732'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0732'MEAD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0
 MK0732'MILE EAST ALONG A GRADED DIRT ROAD, 86 FEET EAST OF THE EXTENDED
 MK0732'CENTER LINE OF A ROAD LEADING NORTH, 48 FEET SOUTH OF THE CENTER
 MK0732'LINE OF AND EAST AND WEST ROAD, 34 FEET EAST OF A TELEPHONE
 MK0732'POLE, 1 FOOT NORTH OF A FENCE, 2.9 FEET EAST OF A WITNESS POST,
 MK0732'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MK0732'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0545 ***********************************************************************
 MK0545  DESIGNATION -  L 301
 MK0545  PID         -  MK0545
 MK0545  STATE/COUNTY-  NE/SARPY
 MK0545  COUNTRY     -  US
 MK0545  USGS QUAD   -  RALSTON (2017)
 MK0545
 MK0545                         *CURRENT SURVEY CONTROL
 MK0545  ______________________________________________________________________
 MK0545* NAD 83(1986) POSITION- 41 09 40.     (N) 096 00 16.     (W)   SCALED
 MK0545* NAVD 88 ORTHO HEIGHT -   324.757 (meters)     1065.47  (feet) ADJUSTED
 MK0545  ______________________________________________________________________
 MK0545  GEOID HEIGHT    -        -27.112 (meters)                     GEOID18
 MK0545  DYNAMIC HEIGHT  -        324.624 (meters)     1065.04  (feet) COMP
 MK0545  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 MK0545
 MK0545  VERT ORDER      -  SECOND    CLASS 0
 MK0545
 MK0545.The horizontal coordinates were scaled from a map and have
 MK0545.an estimated accuracy of +/- 6 seconds.
 MK0545
 MK0545.The orthometric height was determined by differential leveling and
 MK0545.adjusted by the NATIONAL GEODETIC SURVEY
 MK0545.in June 1991.
 MK0545
 MK0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0545.GEOID18 height accuracy estimate available here.
 MK0545
 MK0545.Click photographs - Photos may exist for this station.
 MK0545
 MK0545.The dynamic height is computed by dividing the NAVD 88
 MK0545.geopotential number by the normal gravity value computed on the
 MK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0545.degrees latitude (g = 980.6199 gals.).
 MK0545
 MK0545.The modeled gravity was interpolated from observed gravity values.
 MK0545
 MK0545;                    North         East    Units  Estimated Accuracy
 MK0545;SPC NE       -   155,160.      835,120.      MT  (+/- 180 meters Scaled)
 MK0545
 MK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL513609(NAD 83)
 MK0545
 MK0545                          SUPERSEDED SURVEY CONTROL
 MK0545
 MK0545  NGVD 29 (??/??/92)  324.651  (m)         1065.13   (f) ADJ UNCH    2 0
 MK0545
 MK0545.Superseded values are not recommended for survey control.
 MK0545
 MK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0545.See file dsdata.pdf to determine how the superseded data were derived.
 MK0545
 MK0545_MARKER: DB = BENCH MARK DISK
 MK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0545_STAMPING: L 301 1950
 MK0545_MARK LOGO: CGS
 MK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0545+STABILITY: SURFACE MOTION
 MK0545
 MK0545  HISTORY     - Date     Condition        Report By
 MK0545  HISTORY     - 1950     MONUMENTED       CGS
 MK0545  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0545
 MK0545                          STATION DESCRIPTION
 MK0545
 MK0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0545'2.4 MI NE FROM PAPILLION.
 MK0545'0.3 MILE NORTH ALONG STATE HIGHWAY 50 FROM THE UNION PACIFIC
 MK0545'RAILROAD STATION AT PAPILLION, THENCE 2.05 MILES EAST ALONG
 MK0545'STATE HIGHWAY 31, AT THE SOUTH OMAHA AIRPORT, 127 FEET SOUTH
 MK0545'OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET EAST OF THE
 MK0545'SOUTHEAST CORNER OF THE HANGAR, 1.0 FOOT WEST OF A WITNESS POST,
 MK0545'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MK0545'THE GROUND.
 MK0545
 MK0545                          STATION RECOVERY (1955)
 MK0545
 MK0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0696 ***********************************************************************
 MJ0696  DESIGNATION -  L 302
 MJ0696  PID         -  MJ0696
 MJ0696  STATE/COUNTY-  NE/SARPY
 MJ0696  COUNTRY     -  US
 MJ0696  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0696
 MJ0696                         *CURRENT SURVEY CONTROL
 MJ0696  ______________________________________________________________________
 MJ0696* NAD 83(1986) POSITION- 41 08 48.     (N) 095 57 02.     (W)   SCALED
 MJ0696* NAVD 88 ORTHO HEIGHT -   301.109 (meters)      987.89  (feet) ADJUSTED
 MJ0696  ______________________________________________________________________
 MJ0696  GEOID HEIGHT    -        -27.169 (meters)                     GEOID18
 MJ0696  DYNAMIC HEIGHT  -        300.986 (meters)      987.48  (feet) COMP
 MJ0696  MODELED GRAVITY -    980,206.7   (mgal)                       NAVD 88
 MJ0696
 MJ0696  VERT ORDER      -  SECOND    CLASS 0
 MJ0696
 MJ0696.The horizontal coordinates were scaled from a map and have
 MJ0696.an estimated accuracy of +/- 6 seconds.
 MJ0696
 MJ0696.The orthometric height was determined by differential leveling and
 MJ0696.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0696.in June 1991.
 MJ0696
 MJ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0696.GEOID18 height accuracy estimate available here.
 MJ0696
 MJ0696.Click photographs - Photos may exist for this station.
 MJ0696
 MJ0696.The dynamic height is computed by dividing the NAVD 88
 MJ0696.geopotential number by the normal gravity value computed on the
 MJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0696.degrees latitude (g = 980.6199 gals.).
 MJ0696
 MJ0696.The modeled gravity was interpolated from observed gravity values.
 MJ0696
 MJ0696;                    North         East    Units  Estimated Accuracy
 MJ0696;SPC NE       -   153,770.      839,710.      MT  (+/- 180 meters Scaled)
 MJ0696
 MJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523592(NAD 83)
 MJ0696
 MJ0696                          SUPERSEDED SURVEY CONTROL
 MJ0696
 MJ0696  NGVD 29 (??/??/92)  301.006  (m)          987.55   (f) ADJ UNCH    2 0
 MJ0696
 MJ0696.Superseded values are not recommended for survey control.
 MJ0696
 MJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0696.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0696
 MJ0696_MARKER: DB = BENCH MARK DISK
 MJ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0696_STAMPING: L 302 1950
 MJ0696_MARK LOGO: CGS
 MJ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0696+STABILITY: SURFACE MOTION
 MJ0696
 MJ0696  HISTORY     - Date     Condition        Report By
 MJ0696  HISTORY     - 1950     MONUMENTED       CGS
 MJ0696  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 MJ0696
 MJ0696                          STATION DESCRIPTION
 MJ0696
 MJ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0696'AT GILMORE.
 MJ0696'AT GILMORE, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MJ0696'RAILROAD STATION, 82 FEET SOUTH OF THE SOUTH RAIL OF THE
 MJ0696'RAILROAD, 62 FEET SOUTH OF A SIGNAL BOX, 19 FEET NORTH OF A
 MJ0696'TELEPHONE POLE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 MJ0696'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MJ0696
 MJ0696                          STATION RECOVERY (1975)
 MJ0696
 MJ0696'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0728 ***********************************************************************
 MK0728  DESIGNATION -  L 303
 MK0728  PID         -  MK0728
 MK0728  STATE/COUNTY-  NE/SAUNDERS
 MK0728  COUNTRY     -  US
 MK0728  USGS QUAD   -  LESHARA (2017)
 MK0728
 MK0728                         *CURRENT SURVEY CONTROL
 MK0728  ______________________________________________________________________
 MK0728* NAD 83(1986) POSITION- 41 20 07.     (N) 096 27 35.     (W)   SCALED
 MK0728* NAVD 88 ORTHO HEIGHT -   384.994 (meters)     1263.10  (feet) ADJUSTED
 MK0728  ______________________________________________________________________
 MK0728  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 MK0728  DYNAMIC HEIGHT  -        384.813 (meters)     1262.51  (feet) COMP
 MK0728  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 MK0728
 MK0728  VERT ORDER      -  SECOND    CLASS 0
 MK0728
 MK0728.The horizontal coordinates were scaled from a map and have
 MK0728.an estimated accuracy of +/- 6 seconds.
 MK0728
 MK0728.The orthometric height was determined by differential leveling and
 MK0728.adjusted by the NATIONAL GEODETIC SURVEY
 MK0728.in June 1991.
 MK0728
 MK0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0728.GEOID18 height accuracy estimate available here.
 MK0728
 MK0728.Click photographs - Photos may exist for this station.
 MK0728
 MK0728.The dynamic height is computed by dividing the NAVD 88
 MK0728.geopotential number by the normal gravity value computed on the
 MK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0728.degrees latitude (g = 980.6199 gals.).
 MK0728
 MK0728.The modeled gravity was interpolated from observed gravity values.
 MK0728
 MK0728;                    North         East    Units  Estimated Accuracy
 MK0728;SPC NE       -   172,820.      796,170.      MT  (+/- 180 meters Scaled)
 MK0728
 MK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL125790(NAD 83)
 MK0728
 MK0728                          SUPERSEDED SURVEY CONTROL
 MK0728
 MK0728  NGVD 29 (??/??/92)  384.848  (m)         1262.62   (f) ADJ UNCH    2 0
 MK0728
 MK0728.Superseded values are not recommended for survey control.
 MK0728
 MK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0728.See file dsdata.pdf to determine how the superseded data were derived.
 MK0728
 MK0728_MARKER: DB = BENCH MARK DISK
 MK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0728_STAMPING: L 303 1950
 MK0728_MARK LOGO: CGS
 MK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0728+STABILITY: SURFACE MOTION
 MK0728
 MK0728  HISTORY     - Date     Condition        Report By
 MK0728  HISTORY     - 1950     MONUMENTED       CGS
 MK0728
 MK0728                          STATION DESCRIPTION
 MK0728
 MK0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0728'2.2 MI NW FROM LESHARA.
 MK0728'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0728'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0728'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0728'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0728'THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, AT THE JACK MORRIS
 MK0728'FARM, 50 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 MK0728'LEADING NORTH, 38 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 MK0728'ROAD, 10 FEET NORTHWEST OF A POWER POLE, 1.5 FEET EAST OF A
 MK0728'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0728'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1034 ***********************************************************************
 MK1034  DESIGNATION -  L 304
 MK1034  PID         -  MK1034
 MK1034  STATE/COUNTY-  NE/SAUNDERS
 MK1034  COUNTRY     -  US
 MK1034  USGS QUAD   -  COLON (2017)
 MK1034
 MK1034                         *CURRENT SURVEY CONTROL
 MK1034  ______________________________________________________________________
 MK1034* NAD 83(1986) POSITION- 41 17 36.     (N) 096 30 10.     (W)   SCALED
 MK1034* NAVD 88 ORTHO HEIGHT -   411.947 (meters)     1351.53  (feet) ADJUSTED
 MK1034  ______________________________________________________________________
 MK1034  GEOID HEIGHT    -        -27.152 (meters)                     GEOID18
 MK1034  DYNAMIC HEIGHT  -        411.750 (meters)     1350.88  (feet) COMP
 MK1034  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 MK1034
 MK1034  VERT ORDER      -  SECOND    CLASS 0
 MK1034
 MK1034.The horizontal coordinates were scaled from a map and have
 MK1034.an estimated accuracy of +/- 6 seconds.
 MK1034
 MK1034.The orthometric height was determined by differential leveling and
 MK1034.adjusted by the NATIONAL GEODETIC SURVEY
 MK1034.in June 1991.
 MK1034
 MK1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1034.GEOID18 height accuracy estimate available here.
 MK1034
 MK1034.Click photographs - Photos may exist for this station.
 MK1034
 MK1034.The dynamic height is computed by dividing the NAVD 88
 MK1034.geopotential number by the normal gravity value computed on the
 MK1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1034.degrees latitude (g = 980.6199 gals.).
 MK1034
 MK1034.The modeled gravity was interpolated from observed gravity values.
 MK1034
 MK1034;                    North         East    Units  Estimated Accuracy
 MK1034;SPC NE       -   168,020.      792,750.      MT  (+/- 180 meters Scaled)
 MK1034
 MK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090743(NAD 83)
 MK1034
 MK1034                          SUPERSEDED SURVEY CONTROL
 MK1034
 MK1034  NGVD 29 (??/??/92)  411.794  (m)         1351.03   (f) ADJ UNCH    2 0
 MK1034
 MK1034.Superseded values are not recommended for survey control.
 MK1034
 MK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1034.See file dsdata.pdf to determine how the superseded data were derived.
 MK1034
 MK1034_MARKER: DB = BENCH MARK DISK
 MK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1034_STAMPING: L 304 1950
 MK1034_MARK LOGO: CGS
 MK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1034+STABILITY: SURFACE MOTION
 MK1034
 MK1034  HISTORY     - Date     Condition        Report By
 MK1034  HISTORY     - 1950     MONUMENTED       CGS
 MK1034  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1034
 MK1034                          STATION DESCRIPTION
 MK1034
 MK1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1034'4.8 MI N FROM MEAD.
 MK1034'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK1034'MEAD, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A, THENCE
 MK1034'4.0 MILES NORTH ALONG U.S. HIGHWAY 77, 264 FEET WEST OF THE
 MK1034'CENTER LINE OF THE HIGHWAY, 103 FEET EAST OF THE TOP OF A
 MK1034'RIDGE, 20 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MK1034'ROAD, 60 FEET EAST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A
 MK1034'FENCE CORNER, 1.2 FEET WEST OF A FENCE, 2.1 FEET WEST OF A
 MK1034'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1034'0.5 FOOT ABOVE THE GROUND.
 MK1034
 MK1034                          STATION RECOVERY (1968)
 MK1034
 MK1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK1034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1035 ***********************************************************************
 MK1035  DESIGNATION -  L 304 RESET
 MK1035  PID         -  MK1035
 MK1035  STATE/COUNTY-  NE/SAUNDERS
 MK1035  COUNTRY     -  US
 MK1035  USGS QUAD   -  COLON (2017)
 MK1035
 MK1035                         *CURRENT SURVEY CONTROL
 MK1035  ______________________________________________________________________
 MK1035* NAD 83(1986) POSITION- 41 17 33.55   (N) 096 30 13.30   (W)   HD_HELD1
 MK1035* NAVD 88 ORTHO HEIGHT -   410.85  (meters)     1347.9   (feet) RESET
 MK1035  ______________________________________________________________________
 MK1035  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 MK1035  VERT ORDER      -  THIRD
 MK1035
 MK1035.The horizontal coordinates were determined by differentially corrected
 MK1035.hand held GPS observations or other comparable positioning techniques
 MK1035.and have an estimated accuracy of +/- 3 meters.
 MK1035
 MK1035.The orthometric height was computed from unverified reset data.
 MK1035
 MK1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1035.GEOID18 height accuracy estimate available here.
 MK1035
 MK1035.Click photographs - Photos may exist for this station.
 MK1035
 MK1035;                    North         East    Units  Estimated Accuracy
 MK1035;SPC NE       -   167,940.2     792,679.6     MT  (+/- 3 meters HH1 GPS) 
 MK1035
 MK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0902074250(NAD 83)
 MK1035
 MK1035                          SUPERSEDED SURVEY CONTROL
 MK1035
 MK1035  NGVD 29 (??/??/??)  410.69   (m)         1347.4    (f) RESET       3  
 MK1035
 MK1035.Superseded values are not recommended for survey control.
 MK1035
 MK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1035.See file dsdata.pdf to determine how the superseded data were derived.
 MK1035
 MK1035_MARKER: DB = BENCH MARK DISK
 MK1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1035_STAMPING: L 304 RESET 1954
 MK1035_MARK LOGO: CGS
 MK1035_PROJECTION: FLUSH
 MK1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1035+STABILITY: SURFACE MOTION
 MK1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1035+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2020
 MK1035
 MK1035  HISTORY     - Date     Condition        Report By
 MK1035  HISTORY     - 1954     MONUMENTED       SDDT
 MK1035  HISTORY     - 20130102 GOOD             INDIV
 MK1035  HISTORY     - 20200227 GOOD             NEGS
 MK1035
 MK1035                          STATION DESCRIPTION
 MK1035
 MK1035'DESCRIBED BY SD DEPT OF TRANSP 1954
 MK1035'0.1 MI N FROM MEAD.
 MK1035'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK1035'SAUNDERS COUNTY, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A,
 MK1035'AND THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 77, 167 FEET
 MK1035'EAST OF THE TOP OF A RIDGE, 200 FEET WEST OF THE CENTERLINE
 MK1035'OF THE HIGHWAY, 100 FEET WEST OF A POLE, 33 FEET SOUTH OF THE
 MK1035'CENTERLINE OF AN EAST-AND-WEST ROAD, AND 2 FEET EAST OF A
 MK1035'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 304
 MK1035'RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK1035'0.5 FOOT ABOVE GROUND.
 MK1035
 MK1035                          STATION RECOVERY (2013)
 MK1035
 MK1035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MK1035'FOUND MARK IN GOOD CONDITION, FLUSH WITH GROUND.
 MK1035
 MK1035                          STATION RECOVERY (2020)
 MK1035
 MK1035'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 MK1035'TO REACH FROM THE JUNCTION OF 77 AND HIGHWAY 92 WEST OF MEAD, GO NORTH
 MK1035'ON HIGHWAY 77 FOR 4.0 MI (6.4 KM) TO THE INTERSECTION OF HIGHWAY 77
 MK1035'AND COUNTY ROAD Q AND THE MARK IN THE SOUTHWEST CORNER.
 MK1035'
 MK1035'IT IS 163 FT (49.7 M) EAST OF THE TOP OF A RIDGE, 125 FT (38.1 M)
 MK1035'WEST-SOUTHWEST OF A POWER POLE, IS 9.7 FT (3.0 M) SOUTH OF A
 MK1035'FIBERGLASS WITNESS, NEAR MILE POST 104+18 FOR HIGHWAY 77, 200 FT (61.0
 MK1035'M) WEST OF THE CENTERLINE OF HIGHWAY AND 33 FT (10.1 M) SOUTH OF CO
 MK1035'ROAD Q.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0599 ***********************************************************************
 MK0599  DESIGNATION -  L 305
 MK0599  PID         -  MK0599
 MK0599  STATE/COUNTY-  NE/DODGE
 MK0599  COUNTRY     -  US
 MK0599  USGS QUAD   -  ARLINGTON (2017)
 MK0599
 MK0599                         *CURRENT SURVEY CONTROL
 MK0599  ______________________________________________________________________
 MK0599* NAD 83(1986) POSITION- 41 24 27.67   (N) 096 20 55.05   (W)   HD_HELD1
 MK0599* NAVD 88 ORTHO HEIGHT -   350.119 (meters)     1148.68  (feet) ADJUSTED
 MK0599  ______________________________________________________________________
 MK0599  GEOID HEIGHT    -        -27.545 (meters)                     GEOID18
 MK0599  DYNAMIC HEIGHT  -        349.955 (meters)     1148.14  (feet) COMP
 MK0599  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 MK0599
 MK0599  VERT ORDER      -  SECOND    CLASS 0
 MK0599
 MK0599.The horizontal coordinates were determined by differentially corrected
 MK0599.hand held GPS observations or other comparable positioning techniques
 MK0599.and have an estimated accuracy of +/- 3 meters.
 MK0599
 MK0599.The orthometric height was determined by differential leveling and
 MK0599.adjusted by the NATIONAL GEODETIC SURVEY
 MK0599.in June 1991.
 MK0599
 MK0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0599.GEOID18 height accuracy estimate available here.
 MK0599
 MK0599.Click photographs - Photos may exist for this station.
 MK0599
 MK0599.The dynamic height is computed by dividing the NAVD 88
 MK0599.geopotential number by the normal gravity value computed on the
 MK0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0599.degrees latitude (g = 980.6199 gals.).
 MK0599
 MK0599.The modeled gravity was interpolated from observed gravity values.
 MK0599
 MK0599;                    North         East    Units  Estimated Accuracy
 MK0599;SPC NE       -   181,236.8     805,113.9     MT  (+/- 3 meters HH1 GPS) 
 MK0599
 MK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2161587408(NAD 83)
 MK0599
 MK0599                          SUPERSEDED SURVEY CONTROL
 MK0599
 MK0599  NGVD 29 (??/??/92)  349.974  (m)         1148.21   (f) ADJ UNCH    2 0
 MK0599
 MK0599.Superseded values are not recommended for survey control.
 MK0599
 MK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0599.See file dsdata.pdf to determine how the superseded data were derived.
 MK0599
 MK0599_MARKER: DB = BENCH MARK DISK
 MK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0599_STAMPING: L 305 1950
 MK0599_MARK LOGO: CGS
 MK0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0599+STABILITY: SURFACE MOTION
 MK0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0599+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2016
 MK0599
 MK0599  HISTORY     - Date     Condition        Report By
 MK0599  HISTORY     - 1950     MONUMENTED       CGS
 MK0599  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0599  HISTORY     - 20020313 GOOD             INDIV
 MK0599  HISTORY     - 20160908 GOOD             USGS
 MK0599
 MK0599                          STATION DESCRIPTION
 MK0599
 MK0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0599'4.8 MI S FROM ARLINGTON.
 MK0599'0.4 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND NORTH
 MK0599'WESTERN RAILROAD STATION AT ARLINGTON, THENCE 1.1 MILES
 MK0599'SOUTHWEST ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH
 MK0599'ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST ALONG A GRAVELED
 MK0599'ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 MK0599'1.75 MILES SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF
 MK0599'C.J. KELLER, 207 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 MK0599'THE SOUTHWEST CORNER OF THE FARMHOUSE, 117 FEET WEST OF THE
 MK0599'CENTER LNE OF THE ROAD, 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MK0599'OF A WOODEN BRIDGE, 57 FEET WEST OF A POWER POLE, 1 FOOT
 MK0599'NORTH OF AN EAST AND WEST FENCE, 1.5 FEET EAST OF A WITNESS
 MK0599'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK0599'FOOT ABOVE THE GROUND.
 MK0599
 MK0599                          STATION RECOVERY (1966)
 MK0599
 MK0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0599'MARK NOT FOUND.
 MK0599
 MK0599                          STATION RECOVERY (2002)
 MK0599
 MK0599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MLS)
 MK0599'NEW REFERENCES TO MONUMENT, EAST 148.0' TO A POWER POLE, EAST 119' TO
 MK0599'THE CENTERLINE OF A NORTH-SOUTH COUNTY ROAD, NORTHEAST 100.1' TO THE
 MK0599'TOP SOUTH END OF A 7' STEEL CULVERT PIPE, SOUTHEAST 82.0' TO THE
 MK0599'NORTHWEST CORNER OF A CONCRETE UTILITY VAULT, NORTH 1.3' TO A STEEL U
 MK0599'POST WITH REFLECTOR, EAST 116.0 TO A PIPE (SOUTHWEST CORNER OF SECTION
 MK0599'30, T17N, R10E OF THE 6TH P.M., DODGE COUNTY, NEBRASKA
 MK0599
 MK0599                          STATION RECOVERY (2016)
 MK0599
 MK0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2016
 MK0599'RTN OBSERVATION COORDINATES--
 MK0599'41 24 27.671 N 96 20 55.0514 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0244 ***********************************************************************
 ML0244  DESIGNATION -  L 307
 ML0244  PID         -  ML0244
 ML0244  STATE/COUNTY-  NE/NANCE
 ML0244  COUNTRY     -  US
 ML0244  USGS QUAD   -  BELGRADE SE (2017)
 ML0244
 ML0244                         *CURRENT SURVEY CONTROL
 ML0244  ______________________________________________________________________
 ML0244* NAD 83(1986) POSITION- 41 20 39.     (N) 098 01 01.     (W)   SCALED
 ML0244* NAVD 88 ORTHO HEIGHT -   517.067 (meters)     1696.41  (feet) ADJUSTED
 ML0244  ______________________________________________________________________
 ML0244  GEOID HEIGHT    -        -24.860 (meters)                     GEOID18
 ML0244  DYNAMIC HEIGHT  -        516.823 (meters)     1695.61  (feet) COMP
 ML0244  MODELED GRAVITY -    980,135.6   (mgal)                       NAVD 88
 ML0244
 ML0244  VERT ORDER      -  SECOND    CLASS 0
 ML0244
 ML0244.The horizontal coordinates were scaled from a map and have
 ML0244.an estimated accuracy of +/- 6 seconds.
 ML0244
 ML0244.The orthometric height was determined by differential leveling and
 ML0244.adjusted by the NATIONAL GEODETIC SURVEY
 ML0244.in June 1991.
 ML0244
 ML0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0244.GEOID18 height accuracy estimate available here.
 ML0244
 ML0244.Click photographs - Photos may exist for this station.
 ML0244
 ML0244.The dynamic height is computed by dividing the NAVD 88
 ML0244.geopotential number by the normal gravity value computed on the
 ML0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0244.degrees latitude (g = 980.6199 gals.).
 ML0244
 ML0244.The modeled gravity was interpolated from observed gravity values.
 ML0244
 ML0244;                    North         East    Units  Estimated Accuracy
 ML0244;SPC NE       -   169,640.      665,900.      MT  (+/- 180 meters Scaled)
 ML0244
 ML0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL822774(NAD 83)
 ML0244
 ML0244                          SUPERSEDED SURVEY CONTROL
 ML0244
 ML0244  NGVD 29 (??/??/92)  516.844  (m)         1695.68   (f) ADJ UNCH    2 0
 ML0244
 ML0244.Superseded values are not recommended for survey control.
 ML0244
 ML0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0244.See file dsdata.pdf to determine how the superseded data were derived.
 ML0244
 ML0244_MARKER: DB = BENCH MARK DISK
 ML0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0244_STAMPING: L 307 1950
 ML0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0244+STABILITY: SURFACE MOTION
 ML0244
 ML0244  HISTORY     - Date     Condition        Report By
 ML0244  HISTORY     - 1950     MONUMENTED       CGS
 ML0244
 ML0244                          STATION DESCRIPTION
 ML0244
 ML0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0244'3.4 MI SW FROM FULLERTON.
 ML0244'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0244'FULLERTON, THENCE 2.2 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0244'94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 ML0244'FARMHOUSE, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13
 ML0244'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 11 FEET
 ML0244'NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 2.5 FEET
 ML0244'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0244'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1569 ***********************************************************************
 MK1569  DESIGNATION -  L 308
 MK1569  PID         -  MK1569
 MK1569  STATE/COUNTY-  NE/NANCE
 MK1569  COUNTRY     -  US
 MK1569  USGS QUAD   -  MERCHISTON (2017)
 MK1569
 MK1569                         *CURRENT SURVEY CONTROL
 MK1569  ______________________________________________________________________
 MK1569* NAD 83(1986) POSITION- 41 23 42.     (N) 097 53 17.     (W)   SCALED
 MK1569* NAVD 88 ORTHO HEIGHT -   494.788 (meters)     1623.32  (feet) ADJUSTED
 MK1569  ______________________________________________________________________
 MK1569  GEOID HEIGHT    -        -24.958 (meters)                     GEOID18
 MK1569  DYNAMIC HEIGHT  -        494.558 (meters)     1622.56  (feet) COMP
 MK1569  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 MK1569
 MK1569  VERT ORDER      -  SECOND    CLASS 0
 MK1569
 MK1569.The horizontal coordinates were scaled from a map and have
 MK1569.an estimated accuracy of +/- 6 seconds.
 MK1569
 MK1569.The orthometric height was determined by differential leveling and
 MK1569.adjusted by the NATIONAL GEODETIC SURVEY
 MK1569.in June 1991.
 MK1569
 MK1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1569.GEOID18 height accuracy estimate available here.
 MK1569
 MK1569.Click photographs - Photos may exist for this station.
 MK1569
 MK1569.The dynamic height is computed by dividing the NAVD 88
 MK1569.geopotential number by the normal gravity value computed on the
 MK1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1569.degrees latitude (g = 980.6199 gals.).
 MK1569
 MK1569.The modeled gravity was interpolated from observed gravity values.
 MK1569
 MK1569;                    North         East    Units  Estimated Accuracy
 MK1569;SPC NE       -   175,540.      676,550.      MT  (+/- 180 meters Scaled)
 MK1569
 MK1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL929832(NAD 83)
 MK1569
 MK1569                          SUPERSEDED SURVEY CONTROL
 MK1569
 MK1569  NGVD 29 (??/??/92)  494.571  (m)         1622.61   (f) ADJ UNCH    2 0
 MK1569
 MK1569.Superseded values are not recommended for survey control.
 MK1569
 MK1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1569.See file dsdata.pdf to determine how the superseded data were derived.
 MK1569
 MK1569_MARKER: DB = BENCH MARK DISK
 MK1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1569_STAMPING: L 308 1950
 MK1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1569+STABILITY: SURFACE MOTION
 MK1569
 MK1569  HISTORY     - Date     Condition        Report By
 MK1569  HISTORY     - 1950     MONUMENTED       CGS
 MK1569
 MK1569                          STATION DESCRIPTION
 MK1569
 MK1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1569'6.3 MI NE FROM FULLERTON.
 MK1569'6.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1569'AT FULLERTON, 0.1 MILE EAST OF A FARMHOUSE WHICH IS ON THE
 MK1569'NORTH SIDE OF THE HIGHWAY, AT THE NORTHEAST CORNER OF A PASTURE,
 MK1569'255 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST
 MK1569'OF THE CENTER LINE OF A PRIVATE DIRT ROAD LEADING NORTH, 2.0
 MK1569'FEET SOUTHWEST OF A FENCE CORNER, 2.3 FEET NORTHWEST OF A WITNESS
 MK1569'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1569'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1416 ***********************************************************************
 MK1416  DESIGNATION -  L 309
 MK1416  PID         -  MK1416
 MK1416  STATE/COUNTY-  NE/NANCE
 MK1416  COUNTRY     -  US
 MK1416  USGS QUAD   -  GENOA (2017)
 MK1416
 MK1416                         *CURRENT SURVEY CONTROL
 MK1416  ______________________________________________________________________
 MK1416* NAD 83(1986) POSITION- 41 24 27.     (N) 097 42 52.     (W)   SCALED
 MK1416* NAVD 88 ORTHO HEIGHT -   476.487 (meters)     1563.27  (feet) ADJUSTED
 MK1416  ______________________________________________________________________
 MK1416  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 MK1416  DYNAMIC HEIGHT  -        476.266 (meters)     1562.55  (feet) COMP
 MK1416  MODELED GRAVITY -    980,144.8   (mgal)                       NAVD 88
 MK1416
 MK1416  VERT ORDER      -  SECOND    CLASS 0
 MK1416
 MK1416.The horizontal coordinates were scaled from a map and have
 MK1416.an estimated accuracy of +/- 6 seconds.
 MK1416
 MK1416.The orthometric height was determined by differential leveling and
 MK1416.adjusted by the NATIONAL GEODETIC SURVEY
 MK1416.in June 1991.
 MK1416
 MK1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1416.GEOID18 height accuracy estimate available here.
 MK1416
 MK1416.Click photographs - Photos may exist for this station.
 MK1416
 MK1416.The dynamic height is computed by dividing the NAVD 88
 MK1416.geopotential number by the normal gravity value computed on the
 MK1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1416.degrees latitude (g = 980.6199 gals.).
 MK1416
 MK1416.The modeled gravity was interpolated from observed gravity values.
 MK1416
 MK1416;                    North         East    Units  Estimated Accuracy
 MK1416;SPC NE       -   177,300.      691,020.      MT  (+/- 180 meters Scaled)
 MK1416
 MK1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL074847(NAD 83)
 MK1416
 MK1416                          SUPERSEDED SURVEY CONTROL
 MK1416
 MK1416  NGVD 29 (??/??/92)  476.280  (m)         1562.60   (f) ADJ UNCH    2 0
 MK1416
 MK1416.Superseded values are not recommended for survey control.
 MK1416
 MK1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1416.See file dsdata.pdf to determine how the superseded data were derived.
 MK1416
 MK1416_MARKER: DB = BENCH MARK DISK
 MK1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1416_STAMPING: L 309 1950
 MK1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1416+STABILITY: SURFACE MOTION
 MK1416
 MK1416  HISTORY     - Date     Condition        Report By
 MK1416  HISTORY     - 1950     MONUMENTED       CGS
 MK1416
 MK1416                          STATION DESCRIPTION
 MK1416
 MK1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1416'3.4 MI SE FROM GENOA.
 MK1416'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1416'GENOA, THENCE 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 45
 MK1416'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST
 MK1416'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET NORTH OF
 MK1416'A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK1416'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1417 ***********************************************************************
 MK1417  DESIGNATION -  L 309 RESET
 MK1417  PID         -  MK1417
 MK1417  STATE/COUNTY-  NE/NANCE
 MK1417  COUNTRY     -  US
 MK1417  USGS QUAD   -  GENOA (2017)
 MK1417
 MK1417                         *CURRENT SURVEY CONTROL
 MK1417  ______________________________________________________________________
 MK1417* NAD 83(1986) POSITION- 41 24 29.     (N) 097 42 52.     (W)   SCALED
 MK1417* NAVD 88 ORTHO HEIGHT -   476.50  (meters)     1563.3   (feet) RESET
 MK1417  ______________________________________________________________________
 MK1417  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 MK1417  VERT ORDER      -  THIRD
 MK1417
 MK1417.The horizontal coordinates were scaled from a map and have
 MK1417.an estimated accuracy of +/- 6 seconds.
 MK1417
 MK1417.The orthometric height was computed from unverified reset data.
 MK1417
 MK1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1417.GEOID18 height accuracy estimate available here.
 MK1417
 MK1417.Click photographs - Photos may exist for this station.
 MK1417
 MK1417;                    North         East    Units  Estimated Accuracy
 MK1417;SPC NE       -   177,360.      691,020.      MT  (+/- 180 meters Scaled)
 MK1417
 MK1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL074848(NAD 83)
 MK1417
 MK1417                          SUPERSEDED SURVEY CONTROL
 MK1417
 MK1417  NGVD 29 (??/??/??)  476.29   (m)         1562.6    (f) RESET       3  
 MK1417
 MK1417.Superseded values are not recommended for survey control.
 MK1417
 MK1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1417.See file dsdata.pdf to determine how the superseded data were derived.
 MK1417
 MK1417_MARKER: DB = BENCH MARK DISK
 MK1417_SETTING: 0 = UNSPECIFIED SETTING
 MK1417_STAMPING: L 309 1950 RESET 1960
 MK1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1417+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2011
 MK1417
 MK1417  HISTORY     - Date     Condition        Report By
 MK1417  HISTORY     - 1960     MONUMENTED       CGS
 MK1417  HISTORY     - 20110308 GOOD             NEGS
 MK1417
 MK1417                          STATION DESCRIPTION
 MK1417
 MK1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1417'0.2 MI W FROM GENOA.
 MK1417'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1417'GENOA, THENCE 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 39 AT A
 MK1417'NORTH-SOUTH GRAVEL CROSSROADS, 70 FEET NORTHEAST OF THE CENTER
 MK1417'OF STATE HIGHWAY 39, 38 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MK1417'GRAVEL ROAD, ONE FOOT SOUTHWEST OF A STEEL WITNESS POST AND
 MK1417'PROJECTING 4 INCHES.  NOTE-- THIS MARK IS 1.0 MILE SOUTHEAST OF
 MK1417'THE LOUP RIVER BRIDGE AND BENCH MARK K 309.
 MK1417
 MK1417                          STATION RECOVERY (2011)
 MK1417
 MK1417'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0238 ***********************************************************************
 MM0238  DESIGNATION -  L 31
 MM0238  PID         -  MM0238
 MM0238  STATE/COUNTY-  NE/ARTHUR
 MM0238  COUNTRY     -  US
 MM0238  USGS QUAD   -  PACKARD RANCH (2017)
 MM0238
 MM0238                         *CURRENT SURVEY CONTROL
 MM0238  ______________________________________________________________________
 MM0238* NAD 83(1986) POSITION- 41 25 33.     (N) 101 43 12.     (W)   SCALED
 MM0238* NAVD 88 ORTHO HEIGHT -  1085.873 (meters)     3562.57  (feet) ADJUSTED
 MM0238  ______________________________________________________________________
 MM0238  GEOID HEIGHT    -        -20.508 (meters)                     GEOID18
 MM0238  DYNAMIC HEIGHT  -       1085.211 (meters)     3560.40  (feet) COMP
 MM0238  MODELED GRAVITY -    979,975.6   (mgal)                       NAVD 88
 MM0238
 MM0238  VERT ORDER      -  SECOND    CLASS 0
 MM0238
 MM0238.The horizontal coordinates were scaled from a map and have
 MM0238.an estimated accuracy of +/- 6 seconds.
 MM0238
 MM0238.The orthometric height was determined by differential leveling and
 MM0238.adjusted by the NATIONAL GEODETIC SURVEY
 MM0238.in June 1991.
 MM0238
 MM0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0238.GEOID18 height accuracy estimate available here.
 MM0238
 MM0238.Click photographs - Photos may exist for this station.
 MM0238
 MM0238.The dynamic height is computed by dividing the NAVD 88
 MM0238.geopotential number by the normal gravity value computed on the
 MM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0238.degrees latitude (g = 980.6199 gals.).
 MM0238
 MM0238.The modeled gravity was interpolated from observed gravity values.
 MM0238
 MM0238;                    North         East    Units  Estimated Accuracy
 MM0238;SPC NE       -   178,240.      356,280.      MT  (+/- 180 meters Scaled)
 MM0238
 MM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL727896(NAD 83)
 MM0238
 MM0238                          SUPERSEDED SURVEY CONTROL
 MM0238
 MM0238  NGVD 29 (??/??/92) 1085.410  (m)         3561.05   (f) ADJ UNCH    2 0
 MM0238
 MM0238.Superseded values are not recommended for survey control.
 MM0238
 MM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0238.See file dsdata.pdf to determine how the superseded data were derived.
 MM0238
 MM0238_MARKER: DB = BENCH MARK DISK
 MM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0238_STAMPING: L 31 1934
 MM0238_MARK LOGO: CGS
 MM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0238+STABILITY: SURFACE MOTION
 MM0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0238+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0238
 MM0238  HISTORY     - Date     Condition        Report By
 MM0238  HISTORY     - 1934     MONUMENTED       CGS
 MM0238  HISTORY     - 1941     GOOD             CGS
 MM0238  HISTORY     - 20181105 GOOD             NEGS
 MM0238
 MM0238                          STATION DESCRIPTION
 MM0238
 MM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0238'11.8 MI S FROM ARTHUR.
 MM0238'11.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0238'COUNTY, 37 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MM0238'AND 6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0238'STAMPED L 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0238
 MM0238                          STATION RECOVERY (2018)
 MM0238
 MM0238'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0238'FOUND GOOD.  THE ORIGINAL STATION DESCRIPTION IS STILL ADEQUATE.  THE
 MM0238'MARK IS 37 FT (11.3 M) NORTHWEST OF THE CENTERLINE OF NEBRASKA HIGHWAY
 MM0238'61 AT MILE POST 112.60.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0093 ***********************************************************************
 ML0093  DESIGNATION -  L 310
 ML0093  PID         -  ML0093
 ML0093  STATE/COUNTY-  NE/WHEELER
 ML0093  COUNTRY     -  US
 ML0093  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0093
 ML0093                         *CURRENT SURVEY CONTROL
 ML0093  ______________________________________________________________________
 ML0093* NAD 83(1986) POSITION- 41 47 59.     (N) 098 27 01.     (W)   SCALED
 ML0093* NAVD 88 ORTHO HEIGHT -   651.955 (meters)     2138.96  (feet) ADJUSTED
 ML0093  ______________________________________________________________________
 ML0093  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 ML0093  DYNAMIC HEIGHT  -        651.652 (meters)     2137.96  (feet) COMP
 ML0093  MODELED GRAVITY -    980,135.6   (mgal)                       NAVD 88
 ML0093
 ML0093  VERT ORDER      -  SECOND    CLASS 0
 ML0093
 ML0093.The horizontal coordinates were scaled from a map and have
 ML0093.an estimated accuracy of +/- 6 seconds.
 ML0093
 ML0093.The orthometric height was determined by differential leveling and
 ML0093.adjusted by the NATIONAL GEODETIC SURVEY
 ML0093.in June 1991.
 ML0093
 ML0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0093.GEOID18 height accuracy estimate available here.
 ML0093
 ML0093.Click photographs - Photos may exist for this station.
 ML0093
 ML0093.The dynamic height is computed by dividing the NAVD 88
 ML0093.geopotential number by the normal gravity value computed on the
 ML0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0093.degrees latitude (g = 980.6199 gals.).
 ML0093
 ML0093.The modeled gravity was interpolated from observed gravity values.
 ML0093
 ML0093;                    North         East    Units  Estimated Accuracy
 ML0093;SPC NE       -   219,470.      628,750.      MT  (+/- 180 meters Scaled)
 ML0093
 ML0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM456276(NAD 83)
 ML0093
 ML0093                          SUPERSEDED SURVEY CONTROL
 ML0093
 ML0093  NGVD 29 (??/??/92)  651.716  (m)         2138.17   (f) ADJ UNCH    2 0
 ML0093
 ML0093.Superseded values are not recommended for survey control.
 ML0093
 ML0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0093.See file dsdata.pdf to determine how the superseded data were derived.
 ML0093
 ML0093_MARKER: DB = BENCH MARK DISK
 ML0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0093_STAMPING: L 310 1950
 ML0093_MARK LOGO: CGS
 ML0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0093+STABILITY: SURFACE MOTION
 ML0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0093+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2008
 ML0093
 ML0093  HISTORY     - Date     Condition        Report By
 ML0093  HISTORY     - 1950     MONUMENTED       CGS
 ML0093  HISTORY     - 20081108 GOOD             INDIV
 ML0093
 ML0093                          STATION DESCRIPTION
 ML0093
 ML0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0093'11.3 MI NW FROM SPALDING.
 ML0093'11.3 MILES NORTHWEST ALONG STATE HIGHWAY 101 FROM THE JUNCTION
 ML0093'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, 0.1 MILE NORTH OF A
 ML0093'T ROAD JUNCTION, AT THE EAST END OF AN EAST AND WEST ROW OF
 ML0093'TREES, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 ML0093'SOUTHWEST OF A TELEPHONE POLE, 24 FEET NORTH OF A FENCE CORNER,
 ML0093'1.5 FEET WEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST,
 ML0093'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0093'THE GROUND.  THIS MARK IS 1.1 MILES NORTH OF BENCH MARK K 310.
 ML0093
 ML0093                          STATION RECOVERY (2008)
 ML0093
 ML0093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 ML0093'MARK WAS FOUND FLUSH WITH THE GROUND ON THE WEST SIDE OF THE WESTERLY
 ML0093'RIGHT OF WAY FENCE OF A NORTH-SOUTH COUNTY ROAD.  THIS LOCATION IS
 ML0093'APPROXIMATELY 165 YARDS NORTH OF A T-ROAD INTERSECTION.  THE
 ML0093'NORTH-SOUTH ROAD IS KNOWN AS 502ND AVENUE.  THE ROAD GOING EAST IS
 ML0093'KNOWN AS 826TH ROAD. THIS INTERSECTION IS AT THE SOUTHEAST CORNER OF
 ML0093'SECTION 10, TOWNSHIP 21 NORTH, RANGE 10 WEST.
 ML0093'
 ML0093'THE MARK IS 7.5 MILES NORTH AND 4 MILES WEST OF SPALDING OR 5 MILES
 ML0093'EAST AND 6 MILES SOUTH OF BARTLETT IN CARDINAL DIRECTIONS.  USE BEST
 ML0093'AVAILABLE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1672 ***********************************************************************
 MK1672  DESIGNATION -  L 311
 MK1672  PID         -  MK1672
 MK1672  STATE/COUNTY-  NE/BOONE
 MK1672  COUNTRY     -  US
 MK1672  USGS QUAD   -  CLOSTER SE (2017)
 MK1672
 MK1672                         *CURRENT SURVEY CONTROL
 MK1672  ______________________________________________________________________
 MK1672* NAD 83(1986) POSITION- 41 50 37.     (N) 097 49 57.     (W)   SCALED
 MK1672* NAVD 88 ORTHO HEIGHT -   553.467 (meters)     1815.83  (feet) ADJUSTED
 MK1672  ______________________________________________________________________
 MK1672  GEOID HEIGHT    -        -24.396 (meters)                     GEOID18
 MK1672  DYNAMIC HEIGHT  -        553.237 (meters)     1815.08  (feet) COMP
 MK1672  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 MK1672
 MK1672  VERT ORDER      -  SECOND    CLASS 0
 MK1672
 MK1672.The horizontal coordinates were scaled from a map and have
 MK1672.an estimated accuracy of +/- 6 seconds.
 MK1672
 MK1672.The orthometric height was determined by differential leveling and
 MK1672.adjusted by the NATIONAL GEODETIC SURVEY
 MK1672.in June 1991.
 MK1672
 MK1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1672.GEOID18 height accuracy estimate available here.
 MK1672
 MK1672.Click photographs - Photos may exist for this station.
 MK1672
 MK1672.The dynamic height is computed by dividing the NAVD 88
 MK1672.geopotential number by the normal gravity value computed on the
 MK1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1672.degrees latitude (g = 980.6199 gals.).
 MK1672
 MK1672.The modeled gravity was interpolated from observed gravity values.
 MK1672
 MK1672;                    North         East    Units  Estimated Accuracy
 MK1672;SPC NE       -   225,450.      679,940.      MT  (+/- 180 meters Scaled)
 MK1672
 MK1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969330(NAD 83)
 MK1672
 MK1672                          SUPERSEDED SURVEY CONTROL
 MK1672
 MK1672  NGVD 29 (??/??/92)  553.257  (m)         1815.14   (f) ADJ UNCH    2 0
 MK1672
 MK1672.Superseded values are not recommended for survey control.
 MK1672
 MK1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1672.See file dsdata.pdf to determine how the superseded data were derived.
 MK1672
 MK1672_MARKER: DB = BENCH MARK DISK
 MK1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1672_STAMPING: L 311 1950
 MK1672_MARK LOGO: CGS
 MK1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1672+STABILITY: SURFACE MOTION
 MK1672
 MK1672  HISTORY     - Date     Condition        Report By
 MK1672  HISTORY     - 1950     MONUMENTED       CGS
 MK1672  HISTORY     - 1989     GOOD             LOCSUR
 MK1672
 MK1672                          STATION DESCRIPTION
 MK1672
 MK1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1672'9.5 MI NW FROM NEWMAN GROVE.
 MK1672'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1672'LUTHERN CHURCH AT NEWMAN GROVE, THENCE 6.5 MILES NORTH ALONG A
 MK1672'GRAVELED ROAD, AT A ROAD INTERSECTION, 20 FEET WEST OF THE CENTER
 MK1672'LINE FO A NORTH AND SOUTH ROAD, 38 FEET NORTH OF THE CENTER LINE
 MK1672'OF AN EAST AND WEST ROAD, 9.5 FEET WEST OF A FENCE CORNER, 7 FEET
 MK1672'WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST
 MK1672'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1672'0.2 FOOT ABOVE THE GROUND.
 MK1672
 MK1672                          STATION RECOVERY (1989)
 MK1672
 MK1672'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1693 ***********************************************************************
 MK1693  DESIGNATION -  L 312
 MK1693  PID         -  MK1693
 MK1693  STATE/COUNTY-  NE/BOONE
 MK1693  COUNTRY     -  US
 MK1693  USGS QUAD   -  CLOSTER SW (2017)
 MK1693
 MK1693                         *CURRENT SURVEY CONTROL
 MK1693  ______________________________________________________________________
 MK1693* NAD 83(1986) POSITION- 41 49 43.     (N) 097 55 56.     (W)   SCALED
 MK1693* NAVD 88 ORTHO HEIGHT -   568.052 (meters)     1863.68  (feet) ADJUSTED
 MK1693  ______________________________________________________________________
 MK1693  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 MK1693  DYNAMIC HEIGHT  -        567.811 (meters)     1862.89  (feet) COMP
 MK1693  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 MK1693
 MK1693  VERT ORDER      -  SECOND    CLASS 0
 MK1693
 MK1693.The horizontal coordinates were scaled from a map and have
 MK1693.an estimated accuracy of +/- 6 seconds.
 MK1693
 MK1693.The orthometric height was determined by differential leveling and
 MK1693.adjusted by the NATIONAL GEODETIC SURVEY
 MK1693.in June 1991.
 MK1693
 MK1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1693.GEOID18 height accuracy estimate available here.
 MK1693
 MK1693.Click photographs - Photos may exist for this station.
 MK1693
 MK1693.The dynamic height is computed by dividing the NAVD 88
 MK1693.geopotential number by the normal gravity value computed on the
 MK1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1693.degrees latitude (g = 980.6199 gals.).
 MK1693
 MK1693.The modeled gravity was interpolated from observed gravity values.
 MK1693
 MK1693;                    North         East    Units  Estimated Accuracy
 MK1693;SPC NE       -   223,580.      671,700.      MT  (+/- 180 meters Scaled)
 MK1693
 MK1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM886312(NAD 83)
 MK1693
 MK1693                          SUPERSEDED SURVEY CONTROL
 MK1693
 MK1693  NGVD 29 (??/??/92)  567.836  (m)         1862.98   (f) ADJ UNCH    2 0
 MK1693
 MK1693.Superseded values are not recommended for survey control.
 MK1693
 MK1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1693.See file dsdata.pdf to determine how the superseded data were derived.
 MK1693
 MK1693_MARKER: DB = BENCH MARK DISK
 MK1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1693_STAMPING: L 312 1950
 MK1693_MARK LOGO: CGS
 MK1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1693+STABILITY: SURFACE MOTION
 MK1693
 MK1693  HISTORY     - Date     Condition        Report By
 MK1693  HISTORY     - 1950     MONUMENTED       CGS
 MK1693  HISTORY     - 1989     GOOD             LOCSUR
 MK1693
 MK1693                          STATION DESCRIPTION
 MK1693
 MK1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1693'9.6 MI E FROM PETERSBURG.
 MK1693'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1693'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1693'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.9 MILES EAST
 MK1693'ALONG A DIRT ROAD, ON THE SIDE OF A HILL WHICH SLOPES TO THE WEST,
 MK1693'121 FEET WEST OF A FENCE CORNER, 51 FEET EAST OF A POWER POLE,
 MK1693'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 MK1693'FENCE, 3.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1693'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1693
 MK1693                          STATION RECOVERY (1989)
 MK1693
 MK1693'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1321 ***********************************************************************
 NM1321  DESIGNATION -  L 313
 NM1321  PID         -  NM1321
 NM1321  STATE/COUNTY-  NE/ANTELOPE
 NM1321  COUNTRY     -  US
 NM1321  USGS QUAD   -  OAKDALE (2017)
 NM1321
 NM1321                         *CURRENT SURVEY CONTROL
 NM1321  ______________________________________________________________________
 NM1321* NAD 83(1986) POSITION- 42 03 34.     (N) 097 52 40.     (W)   SCALED
 NM1321* NAVD 88 ORTHO HEIGHT -   513.464 (meters)     1684.59  (feet) ADJUSTED
 NM1321  ______________________________________________________________________
 NM1321  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 NM1321  DYNAMIC HEIGHT  -        513.259 (meters)     1683.92  (feet) COMP
 NM1321  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 NM1321
 NM1321  VERT ORDER      -  SECOND    CLASS 0
 NM1321
 NM1321.The horizontal coordinates were scaled from a map and have
 NM1321.an estimated accuracy of +/- 6 seconds.
 NM1321
 NM1321.The orthometric height was determined by differential leveling and
 NM1321.adjusted by the NATIONAL GEODETIC SURVEY
 NM1321.in June 1991.
 NM1321
 NM1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1321.GEOID18 height accuracy estimate available here.
 NM1321
 NM1321.Click photographs - Photos may exist for this station.
 NM1321
 NM1321.The dynamic height is computed by dividing the NAVD 88
 NM1321.geopotential number by the normal gravity value computed on the
 NM1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1321.degrees latitude (g = 980.6199 gals.).
 NM1321
 NM1321.The modeled gravity was interpolated from observed gravity values.
 NM1321
 NM1321;                    North         East    Units  Estimated Accuracy
 NM1321;SPC NE       -   249,310.      675,600.      MT  (+/- 180 meters Scaled)
 NM1321
 NM1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM928569(NAD 83)
 NM1321
 NM1321                          SUPERSEDED SURVEY CONTROL
 NM1321
 NM1321  NGVD 29 (??/??/92)  513.257  (m)         1683.91   (f) ADJ UNCH    2 0
 NM1321
 NM1321.Superseded values are not recommended for survey control.
 NM1321
 NM1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1321.See file dsdata.pdf to determine how the superseded data were derived.
 NM1321
 NM1321_MARKER: DB = BENCH MARK DISK
 NM1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1321_SP_SET: BRIDGE
 NM1321_STAMPING: L 313 1950
 NM1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1321
 NM1321  HISTORY     - Date     Condition        Report By
 NM1321  HISTORY     - 1950     MONUMENTED       CGS
 NM1321  HISTORY     - 1981     GOOD             LOCSUR
 NM1321
 NM1321                          STATION DESCRIPTION
 NM1321
 NM1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1321'2.4 MI NW FROM TILDEN.
 NM1321'2.35 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE CHICAGO
 NM1321'AND NORTH WESTERN RAILROAD STATION AT TILDEN, 71 FEET NORTH OF
 NM1321'THE NORTH RAIL, AT THE EAST END OF RAILROAD BRIDGE 194, 16 FEET
 NM1321'SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY,
 NM1321'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF THE EAST END OF
 NM1321'HIGHWAY BRIDGE 3049.
 NM1321
 NM1321                          STATION RECOVERY (1981)
 NM1321
 NM1321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0946 ***********************************************************************
 ML0946  DESIGNATION -  L 314
 ML0946  PID         -  ML0946
 ML0946  STATE/COUNTY-  NE/BLAINE
 ML0946  COUNTRY     -  US
 ML0946  USGS QUAD   -  BREWSTER SW (2017)
 ML0946
 ML0946                         *CURRENT SURVEY CONTROL
 ML0946  ______________________________________________________________________
 ML0946* NAD 83(1986) POSITION- 41 51 30.     (N) 099 53 56.     (W)   SCALED
 ML0946* NAVD 88 ORTHO HEIGHT -   788.176 (meters)     2585.87  (feet) ADJUSTED
 ML0946  ______________________________________________________________________
 ML0946  GEOID HEIGHT    -        -22.389 (meters)                     GEOID18
 ML0946  DYNAMIC HEIGHT  -        787.788 (meters)     2584.60  (feet) COMP
 ML0946  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 ML0946
 ML0946  VERT ORDER      -  SECOND    CLASS 0
 ML0946
 ML0946.The horizontal coordinates were scaled from a map and have
 ML0946.an estimated accuracy of +/- 6 seconds.
 ML0946
 ML0946.The orthometric height was determined by differential leveling and
 ML0946.adjusted by the NATIONAL GEODETIC SURVEY
 ML0946.in June 1991.
 ML0946
 ML0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0946.GEOID18 height accuracy estimate available here.
 ML0946
 ML0946.Click photographs - Photos may exist for this station.
 ML0946
 ML0946.The dynamic height is computed by dividing the NAVD 88
 ML0946.geopotential number by the normal gravity value computed on the
 ML0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0946.degrees latitude (g = 980.6199 gals.).
 ML0946
 ML0946.The modeled gravity was interpolated from observed gravity values.
 ML0946
 ML0946;                    North         East    Units  Estimated Accuracy
 ML0946;SPC NE       -   224,830.      508,390.      MT  (+/- 180 meters Scaled)
 ML0946
 ML0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM253344(NAD 83)
 ML0946
 ML0946                          SUPERSEDED SURVEY CONTROL
 ML0946
 ML0946  NGVD 29 (??/??/92)  787.892  (m)         2584.94   (f) ADJ UNCH    2 0
 ML0946
 ML0946.Superseded values are not recommended for survey control.
 ML0946
 ML0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0946.See file dsdata.pdf to determine how the superseded data were derived.
 ML0946
 ML0946_MARKER: DB = BENCH MARK DISK
 ML0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0946_STAMPING: L 314 1950
 ML0946_MARK LOGO: CGS
 ML0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0946+STABILITY: SURFACE MOTION
 ML0946
 ML0946  HISTORY     - Date     Condition        Report By
 ML0946  HISTORY     - 1950     MONUMENTED       CGS
 ML0946
 ML0946                          STATION DESCRIPTION
 ML0946
 ML0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0946'8.9 MI S FROM BREWSTER.
 ML0946'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0946'AT BREWSTER, THENCE 3.4 MILES SOUTHEAST ALONG A WINDING SAND
 ML0946'ROAD, THENCE 2.1 MILES SOUTH ALONG A WINDING SAND ROAD, AT THE
 ML0946'TOP OF A HILL, 250 FEET SOUTHWEST OF A WINDMILL, 72 FEET SOUTH
 ML0946'OF THE CENTER OF A GATE, 32 FEET NORTH OF A FENCE CORNER, 36
 ML0946'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A
 ML0946'FENCE, 1.9 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0946'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0860 ***********************************************************************
 LH0860  DESIGNATION -  L 315
 LH0860  PID         -  LH0860
 LH0860  STATE/COUNTY-  NE/DAWSON
 LH0860  COUNTRY     -  US
 LH0860  USGS QUAD   -  SUMNER (2017)
 LH0860
 LH0860                         *CURRENT SURVEY CONTROL
 LH0860  ______________________________________________________________________
 LH0860* NAD 83(1986) POSITION- 40 57 16.     (N) 099 31 50.     (W)   SCALED
 LH0860* NAVD 88 ORTHO HEIGHT -   725.495 (meters)     2380.23  (feet) ADJUSTED
 LH0860  ______________________________________________________________________
 LH0860  GEOID HEIGHT    -        -23.656 (meters)                     GEOID18
 LH0860  DYNAMIC HEIGHT  -        725.085 (meters)     2378.88  (feet) COMP
 LH0860  MODELED GRAVITY -    980,035.2   (mgal)                       NAVD 88
 LH0860
 LH0860  VERT ORDER      -  SECOND    CLASS 0
 LH0860
 LH0860.The horizontal coordinates were scaled from a map and have
 LH0860.an estimated accuracy of +/- 6 seconds.
 LH0860
 LH0860.The orthometric height was determined by differential leveling and
 LH0860.adjusted by the NATIONAL GEODETIC SURVEY
 LH0860.in June 1991.
 LH0860
 LH0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0860.GEOID18 height accuracy estimate available here.
 LH0860
 LH0860.Click photographs - Photos may exist for this station.
 LH0860
 LH0860.The dynamic height is computed by dividing the NAVD 88
 LH0860.geopotential number by the normal gravity value computed on the
 LH0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0860.degrees latitude (g = 980.6199 gals.).
 LH0860
 LH0860.The modeled gravity was interpolated from observed gravity values.
 LH0860
 LH0860;                    North         East    Units  Estimated Accuracy
 LH0860;SPC NE       -   124,580.      539,510.      MT  (+/- 180 meters Scaled)
 LH0860
 LH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML553338(NAD 83)
 LH0860
 LH0860                          SUPERSEDED SURVEY CONTROL
 LH0860
 LH0860  NGVD 29 (??/??/92)  725.228  (m)         2379.35   (f) ADJ UNCH    2 0
 LH0860
 LH0860.Superseded values are not recommended for survey control.
 LH0860
 LH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0860.See file dsdata.pdf to determine how the superseded data were derived.
 LH0860
 LH0860_MARKER: DB = BENCH MARK DISK
 LH0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0860_STAMPING: L 315 1950
 LH0860_MARK LOGO: CGS
 LH0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0860+STABILITY: SURFACE MOTION
 LH0860
 LH0860  HISTORY     - Date     Condition        Report By
 LH0860  HISTORY     - 1950     MONUMENTED       CGS
 LH0860  HISTORY     - 1983     GOOD             LOCSUR
 LH0860
 LH0860                          STATION DESCRIPTION
 LH0860
 LH0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0860'1.2 MI W FROM SUMNER.
 LH0860'1.2 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0860'UNION PACIFIC RAILWAY STATION AT SUMNER, 43.8 FEET SOUTH OF THE
 LH0860'SOUTH RAIL OF THE TRACK, 37 FEET NORTH OF THE CENTER LINE OF
 LH0860'NEBRASKA STATE HIGHWAY NO. 40, 34 FEET SOUTHWEST OF THE SUMNER
 LH0860'ONE MILE SIGN, 2.1 FEET NORTH OF A RIGHT OF WAY FENCE, 1.4 FEET
 LH0860'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.4 FOOT
 LH0860'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0860
 LH0860                          STATION RECOVERY (1983)
 LH0860
 LH0860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0758 ***********************************************************************
 ML0758  DESIGNATION -  L 316
 ML0758  PID         -  ML0758
 ML0758  STATE/COUNTY-  NE/DAWSON
 ML0758  COUNTRY     -  US
 ML0758  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0758
 ML0758                         *CURRENT SURVEY CONTROL
 ML0758  ______________________________________________________________________
 ML0758* NAD 83(1986) POSITION- 41 00 53.     (N) 099 44 58.     (W)   SCALED
 ML0758* NAVD 88 ORTHO HEIGHT -   782.830 (meters)     2568.33  (feet) ADJUSTED
 ML0758  ______________________________________________________________________
 ML0758  GEOID HEIGHT    -        -23.417 (meters)                     GEOID18
 ML0758  DYNAMIC HEIGHT  -        782.375 (meters)     2566.84  (feet) COMP
 ML0758  MODELED GRAVITY -    980,016.3   (mgal)                       NAVD 88
 ML0758
 ML0758  VERT ORDER      -  SECOND    CLASS 0
 ML0758
 ML0758.The horizontal coordinates were scaled from a map and have
 ML0758.an estimated accuracy of +/- 6 seconds.
 ML0758
 ML0758.The orthometric height was determined by differential leveling and
 ML0758.adjusted by the NATIONAL GEODETIC SURVEY
 ML0758.in June 1991.
 ML0758
 ML0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0758.GEOID18 height accuracy estimate available here.
 ML0758
 ML0758.Click photographs - Photos may exist for this station.
 ML0758
 ML0758.The dynamic height is computed by dividing the NAVD 88
 ML0758.geopotential number by the normal gravity value computed on the
 ML0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0758.degrees latitude (g = 980.6199 gals.).
 ML0758
 ML0758.The modeled gravity was interpolated from observed gravity values.
 ML0758
 ML0758;                    North         East    Units  Estimated Accuracy
 ML0758;SPC NE       -   131,200.      521,070.      MT  (+/- 180 meters Scaled)
 ML0758
 ML0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML369406(NAD 83)
 ML0758
 ML0758                          SUPERSEDED SURVEY CONTROL
 ML0758
 ML0758  NGVD 29 (??/??/92)  782.529  (m)         2567.35   (f) ADJ UNCH    2 0
 ML0758
 ML0758.Superseded values are not recommended for survey control.
 ML0758
 ML0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0758.See file dsdata.pdf to determine how the superseded data were derived.
 ML0758
 ML0758_MARKER: DB = BENCH MARK DISK
 ML0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0758_STAMPING: L 316 1950
 ML0758_MARK LOGO: CGS
 ML0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0758+STABILITY: SURFACE MOTION
 ML0758
 ML0758  HISTORY     - Date     Condition        Report By
 ML0758  HISTORY     - 1950     MONUMENTED       CGS
 ML0758
 ML0758                          STATION DESCRIPTION
 ML0758
 ML0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0758'9.2 MI S FROM OCONTO.
 ML0758'9.25 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0758'OCONTO, 161 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL
 ML0758'TOWER, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 ML0758'WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE
 ML0758'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0060 ***********************************************************************
 MM0060  DESIGNATION -  L 317
 MM0060  PID         -  MM0060
 MM0060  STATE/COUNTY-  NE/CUSTER
 MM0060  COUNTRY     -  US
 MM0060  USGS QUAD   -  MURPHY TABLE (2017)
 MM0060
 MM0060                         *CURRENT SURVEY CONTROL
 MM0060  ______________________________________________________________________
 MM0060* NAD 83(1986) POSITION- 41 21 53.     (N) 100 01 32.     (W)   SCALED
 MM0060* NAVD 88 ORTHO HEIGHT -   797.637 (meters)     2616.91  (feet) ADJUSTED
 MM0060  ______________________________________________________________________
 MM0060  GEOID HEIGHT    -        -22.360 (meters)                     GEOID18
 MM0060  DYNAMIC HEIGHT  -        797.202 (meters)     2615.49  (feet) COMP
 MM0060  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 MM0060
 MM0060  VERT ORDER      -  SECOND    CLASS 0
 MM0060
 MM0060.The horizontal coordinates were scaled from a map and have
 MM0060.an estimated accuracy of +/- 6 seconds.
 MM0060
 MM0060.The orthometric height was determined by differential leveling and
 MM0060.adjusted by the NATIONAL GEODETIC SURVEY
 MM0060.in June 1991.
 MM0060
 MM0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0060.GEOID18 height accuracy estimate available here.
 MM0060
 MM0060.Click photographs - Photos may exist for this station.
 MM0060
 MM0060.The dynamic height is computed by dividing the NAVD 88
 MM0060.geopotential number by the normal gravity value computed on the
 MM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0060.degrees latitude (g = 980.6199 gals.).
 MM0060
 MM0060.The modeled gravity was interpolated from observed gravity values.
 MM0060
 MM0060;                    North         East    Units  Estimated Accuracy
 MM0060;SPC NE       -   170,020.      497,860.      MT  (+/- 180 meters Scaled)
 MM0060
 MM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML142797(NAD 83)
 MM0060
 MM0060                          SUPERSEDED SURVEY CONTROL
 MM0060
 MM0060  NGVD 29 (??/??/92)  797.386  (m)         2616.09   (f) ADJ UNCH    2 0
 MM0060
 MM0060.Superseded values are not recommended for survey control.
 MM0060
 MM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0060.See file dsdata.pdf to determine how the superseded data were derived.
 MM0060
 MM0060_MARKER: DB = BENCH MARK DISK
 MM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0060_STAMPING: L 317 1950
 MM0060_MARK LOGO: CGS
 MM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0060+STABILITY: SURFACE MOTION
 MM0060
 MM0060  HISTORY     - Date     Condition        Report By
 MM0060  HISTORY     - 1950     MONUMENTED       CGS
 MM0060  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0060
 MM0060                          STATION DESCRIPTION
 MM0060
 MM0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0060'11.8 MI SE FROM ARNOLD.
 MM0060'3.0 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE
 MM0060'HIGHWAY NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD,
 MM0060'THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 MM0060'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A
 MM0060'GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD,
 MM0060'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH
 MM0060'ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 MM0060'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 MM0060'EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A
 MM0060'GRAVELED ROAD, AT THE MILDALE SCHOOLHOUSE DIST. NO. 203, 60
 MM0060'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 41 FEET NORTH
 MM0060'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 26 FEET EAST OF THE
 MM0060'ROAD RIGHT OF WAY FENCE, 1.3 FEET SOUTH OF A FENCE LINE LEADING EAST,
 MM0060'1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 MM0060'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MM0060
 MM0060                          STATION RECOVERY (1972)
 MM0060
 MM0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0595 ***********************************************************************
 ML0595  DESIGNATION -  L 318
 ML0595  PID         -  ML0595
 ML0595  STATE/COUNTY-  NE/CUSTER
 ML0595  COUNTRY     -  US
 ML0595  USGS QUAD   -  SARGENT WEST (2017)
 ML0595
 ML0595                         *CURRENT SURVEY CONTROL
 ML0595  ______________________________________________________________________
 ML0595* NAD 83(1986) POSITION- 41 39 14.     (N) 099 23 05.     (W)   SCALED
 ML0595* NAVD 88 ORTHO HEIGHT -   711.471 (meters)     2334.22  (feet) ADJUSTED
 ML0595  ______________________________________________________________________
 ML0595  GEOID HEIGHT    -        -23.105 (meters)                     GEOID18
 ML0595  DYNAMIC HEIGHT  -        711.118 (meters)     2333.06  (feet) COMP
 ML0595  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 ML0595
 ML0595  VERT ORDER      -  SECOND    CLASS 0
 ML0595
 ML0595.The horizontal coordinates were scaled from a map and have
 ML0595.an estimated accuracy of +/- 6 seconds.
 ML0595
 ML0595.The orthometric height was determined by differential leveling and
 ML0595.adjusted by the NATIONAL GEODETIC SURVEY
 ML0595.in June 1991.
 ML0595
 ML0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0595.GEOID18 height accuracy estimate available here.
 ML0595
 ML0595.Click photographs - Photos may exist for this station.
 ML0595
 ML0595.The dynamic height is computed by dividing the NAVD 88
 ML0595.geopotential number by the normal gravity value computed on the
 ML0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0595.degrees latitude (g = 980.6199 gals.).
 ML0595
 ML0595.The modeled gravity was interpolated from observed gravity values.
 ML0595
 ML0595;                    North         East    Units  Estimated Accuracy
 ML0595;SPC NE       -   202,310.      551,230.      MT  (+/- 180 meters Scaled)
 ML0595
 ML0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM679114(NAD 83)
 ML0595
 ML0595                          SUPERSEDED SURVEY CONTROL
 ML0595
 ML0595  NGVD 29 (??/??/92)  711.216  (m)         2333.38   (f) ADJ UNCH    2 0
 ML0595
 ML0595.Superseded values are not recommended for survey control.
 ML0595
 ML0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0595.See file dsdata.pdf to determine how the superseded data were derived.
 ML0595
 ML0595_MARKER: DB = BENCH MARK DISK
 ML0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0595_STAMPING: L 318 1950
 ML0595_MARK LOGO: CGS
 ML0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0595+STABILITY: SURFACE MOTION
 ML0595
 ML0595  HISTORY     - Date     Condition        Report By
 ML0595  HISTORY     - 1950     MONUMENTED       CGS
 ML0595
 ML0595                          STATION DESCRIPTION
 ML0595
 ML0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0595'1.8 MI NW FROM SARGENT.
 ML0595'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0595'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD
 ML0595'INTERSECTION, 178 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0595'AND WEST ROAD, 63 FEET EAST OF A POWER POLE, 35 FEET EAST OF
 ML0595'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.8 FEET EAST OF A
 ML0595'FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0595'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0866 ***********************************************************************
 ML0866  DESIGNATION -  L 319
 ML0866  PID         -  ML0866
 ML0866  STATE/COUNTY-  NE/LOUP
 ML0866  COUNTRY     -  US
 ML0866  USGS QUAD   -  ALMERIA (2017)
 ML0866
 ML0866                         *CURRENT SURVEY CONTROL
 ML0866  ______________________________________________________________________
 ML0866* NAD 83(1986) POSITION- 41 49 42.     (N) 099 32 21.     (W)   SCALED
 ML0866* NAVD 88 ORTHO HEIGHT -   720.012 (meters)     2362.24  (feet) ADJUSTED
 ML0866  ______________________________________________________________________
 ML0866  GEOID HEIGHT    -        -22.838 (meters)                     GEOID18
 ML0866  DYNAMIC HEIGHT  -        719.668 (meters)     2361.11  (feet) COMP
 ML0866  MODELED GRAVITY -    980,120.7   (mgal)                       NAVD 88
 ML0866
 ML0866  VERT ORDER      -  SECOND    CLASS 0
 ML0866
 ML0866.The horizontal coordinates were scaled from a map and have
 ML0866.an estimated accuracy of +/- 6 seconds.
 ML0866
 ML0866.The orthometric height was determined by differential leveling and
 ML0866.adjusted by the NATIONAL GEODETIC SURVEY
 ML0866.in June 1991.
 ML0866
 ML0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0866.GEOID18 height accuracy estimate available here.
 ML0866
 ML0866.Click photographs - Photos may exist for this station.
 ML0866
 ML0866.The dynamic height is computed by dividing the NAVD 88
 ML0866.geopotential number by the normal gravity value computed on the
 ML0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0866.degrees latitude (g = 980.6199 gals.).
 ML0866
 ML0866.The modeled gravity was interpolated from observed gravity values.
 ML0866
 ML0866;                    North         East    Units  Estimated Accuracy
 ML0866;SPC NE       -   221,600.      538,270.      MT  (+/- 180 meters Scaled)
 ML0866
 ML0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM552308(NAD 83)
 ML0866
 ML0866                          SUPERSEDED SURVEY CONTROL
 ML0866
 ML0866  NGVD 29 (??/??/92)  719.747  (m)         2361.37   (f) ADJ UNCH    2 0
 ML0866
 ML0866.Superseded values are not recommended for survey control.
 ML0866
 ML0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0866.See file dsdata.pdf to determine how the superseded data were derived.
 ML0866
 ML0866_MARKER: DB = BENCH MARK DISK
 ML0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0866_SP_SET: CULVERT HEADWALL
 ML0866_STAMPING: L 319 1950
 ML0866_MARK LOGO: CGS
 ML0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0866+STABILITY: SURFACE MOTION
 ML0866
 ML0866  HISTORY     - Date     Condition        Report By
 ML0866  HISTORY     - 1950     MONUMENTED       CGS
 ML0866
 ML0866                          STATION DESCRIPTION
 ML0866
 ML0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0866'1 MI W FROM ALMERIA.
 ML0866'1.0 MILE WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0866'ALMERIA, 300 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE
 ML0866'FARM DRIVE LEADING SOUTH, 20 FEET NORTH OF THE CENTER LINE OF THE
 ML0866'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 ML0866'AN 18 FOOT CONCRETE CULVERT, 1.6 FEET EAST OF THE WEST END OF THE
 ML0866'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0271 ***********************************************************************
 MM0271  DESIGNATION -  L 32
 MM0271  PID         -  MM0271
 MM0271  STATE/COUNTY-  NE/GRANT
 MM0271  COUNTRY     -  US
 MM0271  USGS QUAD   -  PRATT VALLEY (2017)
 MM0271
 MM0271                         *CURRENT SURVEY CONTROL
 MM0271  ______________________________________________________________________
 MM0271* NAD 83(1986) POSITION- 41 59 43.     (N) 101 44 05.     (W)   SCALED
 MM0271* NAVD 88 ORTHO HEIGHT -  1130.118 (meters)     3707.73  (feet) ADJUSTED
 MM0271  ______________________________________________________________________
 MM0271  GEOID HEIGHT    -        -19.385 (meters)                     GEOID18
 MM0271  DYNAMIC HEIGHT  -       1129.485 (meters)     3705.65  (feet) COMP
 MM0271  MODELED GRAVITY -    980,022.7   (mgal)                       NAVD 88
 MM0271
 MM0271  VERT ORDER      -  SECOND    CLASS 0
 MM0271
 MM0271.The horizontal coordinates were scaled from a map and have
 MM0271.an estimated accuracy of +/- 6 seconds.
 MM0271
 MM0271.The orthometric height was determined by differential leveling and
 MM0271.adjusted by the NATIONAL GEODETIC SURVEY
 MM0271.in June 1991.
 MM0271
 MM0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0271.GEOID18 height accuracy estimate available here.
 MM0271
 MM0271.Click photographs - Photos may exist for this station.
 MM0271
 MM0271.The dynamic height is computed by dividing the NAVD 88
 MM0271.geopotential number by the normal gravity value computed on the
 MM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0271.degrees latitude (g = 980.6199 gals.).
 MM0271
 MM0271.The modeled gravity was interpolated from observed gravity values.
 MM0271
 MM0271;                    North         East    Units  Estimated Accuracy
 MM0271;SPC NE       -   241,480.      356,320.      MT  (+/- 180 meters Scaled)
 MM0271
 MM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM734528(NAD 83)
 MM0271
 MM0271                          SUPERSEDED SURVEY CONTROL
 MM0271
 MM0271  NGVD 29 (??/??/92) 1129.644  (m)         3706.17   (f) ADJ UNCH    2 0
 MM0271
 MM0271.Superseded values are not recommended for survey control.
 MM0271
 MM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0271.See file dsdata.pdf to determine how the superseded data were derived.
 MM0271
 MM0271_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0271_STAMPING: L 32 1934
 MM0271_MARK LOGO: CGS
 MM0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0271+STABILITY: SURFACE MOTION
 MM0271
 MM0271  HISTORY     - Date     Condition        Report By
 MM0271  HISTORY     - 1934     MONUMENTED       CGS
 MM0271  HISTORY     - 1948     MARK NOT FOUND   USGS
 MM0271  HISTORY     - 20160217 MARK NOT FOUND   NEGS
 MM0271
 MM0271                          STATION DESCRIPTION
 MM0271
 MM0271'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MM0271'1.3 MI E FROM HYANNIS.
 MM0271'1.3 MILES EAST ALONG STATE HIGHWAY 2 FROM HYANNIS, GRANT COUNTY,
 MM0271'AT THE JUNCTION WITH STATE HIGHWAY 61, 35 FEET NORTH OF THE
 MM0271'CENTERLINE OF STATE HIGHWAY 2, 12 FEET EAST OF THE NORTH-AND-SOUTH
 MM0271'FENCE, AND 6 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 MM0271'DISK, STAMPED L 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0271
 MM0271                          STATION RECOVERY (2016)
 MM0271
 MM0271'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 MM0271'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0846 ***********************************************************************
 LH0846  DESIGNATION -  L 320
 LH0846  PID         -  LH0846
 LH0846  STATE/COUNTY-  NE/DAWSON
 LH0846  COUNTRY     -  US
 LH0846  USGS QUAD   -  BUFFALO (2017)
 LH0846
 LH0846                         *CURRENT SURVEY CONTROL
 LH0846  ______________________________________________________________________
 LH0846* NAD 83(1986) POSITION- 40 57 37.     (N) 099 50 44.     (W)   SCALED
 LH0846* NAVD 88 ORTHO HEIGHT -   778.247 (meters)     2553.30  (feet) ADJUSTED
 LH0846  ______________________________________________________________________
 LH0846  GEOID HEIGHT    -        -23.377 (meters)                     GEOID18
 LH0846  DYNAMIC HEIGHT  -        777.795 (meters)     2551.82  (feet) COMP
 LH0846  MODELED GRAVITY -    980,016.5   (mgal)                       NAVD 88
 LH0846
 LH0846  VERT ORDER      -  SECOND    CLASS 0
 LH0846
 LH0846.The horizontal coordinates were scaled from a map and have
 LH0846.an estimated accuracy of +/- 6 seconds.
 LH0846
 LH0846.The orthometric height was determined by differential leveling and
 LH0846.adjusted by the NATIONAL GEODETIC SURVEY
 LH0846.in June 1991.
 LH0846
 LH0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0846.GEOID18 height accuracy estimate available here.
 LH0846
 LH0846.Click photographs - Photos may exist for this station.
 LH0846
 LH0846.The dynamic height is computed by dividing the NAVD 88
 LH0846.geopotential number by the normal gravity value computed on the
 LH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0846.degrees latitude (g = 980.6199 gals.).
 LH0846
 LH0846.The modeled gravity was interpolated from observed gravity values.
 LH0846
 LH0846;                    North         East    Units  Estimated Accuracy
 LH0846;SPC NE       -   125,130.      513,000.      MT  (+/- 180 meters Scaled)
 LH0846
 LH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288346(NAD 83)
 LH0846
 LH0846                          SUPERSEDED SURVEY CONTROL
 LH0846
 LH0846  NGVD 29 (??/??/92)  777.948  (m)         2552.32   (f) ADJ UNCH    2 0
 LH0846
 LH0846.Superseded values are not recommended for survey control.
 LH0846
 LH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0846.See file dsdata.pdf to determine how the superseded data were derived.
 LH0846
 LH0846_MARKER: DB = BENCH MARK DISK
 LH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0846_STAMPING: L 320 1950
 LH0846_MARK LOGO: CGS
 LH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0846+STABILITY: SURFACE MOTION
 LH0846
 LH0846  HISTORY     - Date     Condition        Report By
 LH0846  HISTORY     - 1950     MONUMENTED       CGS
 LH0846
 LH0846                          STATION DESCRIPTION
 LH0846
 LH0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0846'2.7 MI SW FROM BUFFALO.
 LH0846'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0846'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.0
 LH0846'MILES SOUTH ALONG A GRAVELED ROAD, 59 FEET WEST OF THE CENTER
 LH0846'LINE OF A NORTH AND SOUTH ROAD, 45 FEET SOUTH OF THE CENTER LINE
 LH0846'OF A ROAD LEADING WEST, 12 FEET WEST OF A FENCE CORNER, 7 FEET
 LH0846'EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.8 FEET
 LH0846'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0846'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0785 ***********************************************************************
 ML0785  DESIGNATION -  L 321
 ML0785  PID         -  ML0785
 ML0785  STATE/COUNTY-  NE/CUSTER
 ML0785  COUNTRY     -  US
 ML0785  USGS QUAD   -  OCONTO (2017)
 ML0785
 ML0785                         *CURRENT SURVEY CONTROL
 ML0785  ______________________________________________________________________
 ML0785* NAD 83(1986) POSITION- 41 11 40.     (N) 099 50 05.     (W)   SCALED
 ML0785* NAVD 88 ORTHO HEIGHT -   802.332 (meters)     2632.32  (feet) ADJUSTED
 ML0785  ______________________________________________________________________
 ML0785  GEOID HEIGHT    -        -22.830 (meters)                     GEOID18
 ML0785  DYNAMIC HEIGHT  -        801.890 (meters)     2630.87  (feet) COMP
 ML0785  MODELED GRAVITY -    980,046.7   (mgal)                       NAVD 88
 ML0785
 ML0785  VERT ORDER      -  SECOND    CLASS 0
 ML0785
 ML0785.The horizontal coordinates were scaled from a map and have
 ML0785.an estimated accuracy of +/- 6 seconds.
 ML0785
 ML0785.The orthometric height was determined by differential leveling and
 ML0785.adjusted by the NATIONAL GEODETIC SURVEY
 ML0785.in June 1991.
 ML0785
 ML0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0785.GEOID18 height accuracy estimate available here.
 ML0785
 ML0785.Click photographs - Photos may exist for this station.
 ML0785
 ML0785.The dynamic height is computed by dividing the NAVD 88
 ML0785.geopotential number by the normal gravity value computed on the
 ML0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0785.degrees latitude (g = 980.6199 gals.).
 ML0785
 ML0785.The modeled gravity was interpolated from observed gravity values.
 ML0785
 ML0785;                    North         East    Units  Estimated Accuracy
 ML0785;SPC NE       -   151,130.      513,860.      MT  (+/- 180 meters Scaled)
 ML0785
 ML0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML300606(NAD 83)
 ML0785
 ML0785                          SUPERSEDED SURVEY CONTROL
 ML0785
 ML0785  NGVD 29 (??/??/92)  802.063  (m)         2631.44   (f) ADJ UNCH    2 0
 ML0785
 ML0785.Superseded values are not recommended for survey control.
 ML0785
 ML0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0785.See file dsdata.pdf to determine how the superseded data were derived.
 ML0785
 ML0785_MARKER: DB = BENCH MARK DISK
 ML0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0785_STAMPING: L 321 1950
 ML0785_MARK LOGO: CGS
 ML0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0785+STABILITY: SURFACE MOTION
 ML0785
 ML0785  HISTORY     - Date     Condition        Report By
 ML0785  HISTORY     - 1950     MONUMENTED       CGS
 ML0785
 ML0785                          STATION DESCRIPTION
 ML0785
 ML0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0785'5.2 MI NW FROM OCONTO.
 ML0785'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0785'RAILROAD STATION AT OCONTO, 36 FEET NORTHEAST OF THE CENTER LINE
 ML0785'OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0785'UNION PACIFIC RAILROAD, 6 FEET NORTH OF A TELEPHONE POLE, 3 FEET
 ML0785'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, 6 1/2
 ML0785'RAILS SOUTHEAST OF RAILROAD BRIDGE 57.40, SET IN THE TOP OF A
 ML0785'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0303 ***********************************************************************
 ML0303  DESIGNATION -  L 322
 ML0303  PID         -  ML0303
 ML0303  STATE/COUNTY-  NE/SHERMAN
 ML0303  COUNTRY     -  US
 ML0303  USGS QUAD   -  LOUP CITY SE (2017)
 ML0303
 ML0303                         *CURRENT SURVEY CONTROL
 ML0303  ______________________________________________________________________
 ML0303* NAD 83(1986) POSITION- 41 17 04.     (N) 098 52 02.     (W)   SCALED
 ML0303* NAVD 88 ORTHO HEIGHT -   637.780 (meters)     2092.45  (feet) ADJUSTED
 ML0303  ______________________________________________________________________
 ML0303  GEOID HEIGHT    -        -24.083 (meters)                     GEOID18
 ML0303  DYNAMIC HEIGHT  -        637.452 (meters)     2091.37  (feet) COMP
 ML0303  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 ML0303
 ML0303  VERT ORDER      -  FIRST     CLASS II
 ML0303
 ML0303.The horizontal coordinates were scaled from a map and have
 ML0303.an estimated accuracy of +/- 6 seconds.
 ML0303
 ML0303.The orthometric height was determined by differential leveling and
 ML0303.adjusted by the NATIONAL GEODETIC SURVEY
 ML0303.in June 1991.
 ML0303
 ML0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0303.GEOID18 height accuracy estimate available here.
 ML0303
 ML0303.Click photographs - Photos may exist for this station.
 ML0303
 ML0303.The dynamic height is computed by dividing the NAVD 88
 ML0303.geopotential number by the normal gravity value computed on the
 ML0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0303.degrees latitude (g = 980.6199 gals.).
 ML0303
 ML0303.The modeled gravity was interpolated from observed gravity values.
 ML0303
 ML0303;                    North         East    Units  Estimated Accuracy
 ML0303;SPC NE       -   161,730.      594,860.      MT  (+/- 180 meters Scaled)
 ML0303
 ML0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL111703(NAD 83)
 ML0303
 ML0303                          SUPERSEDED SURVEY CONTROL
 ML0303
 ML0303  NGVD 29 (??/??/92)  637.533  (m)         2091.64   (f) ADJ UNCH    1 2
 ML0303
 ML0303.Superseded values are not recommended for survey control.
 ML0303
 ML0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0303.See file dsdata.pdf to determine how the superseded data were derived.
 ML0303
 ML0303_MARKER: DB = BENCH MARK DISK
 ML0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0303_STAMPING: L 322 1950
 ML0303_MARK LOGO: CGS
 ML0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0303+STABILITY: SURFACE MOTION
 ML0303
 ML0303  HISTORY     - Date     Condition        Report By
 ML0303  HISTORY     - 1950     MONUMENTED       CGS
 ML0303
 ML0303                          STATION DESCRIPTION
 ML0303
 ML0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0303'4.7 MI NW FROM ASHTON.
 ML0303'4.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0303'RAILROAD FROM THE STATION AT ASHTON, 12 RAILS EAST OF BRIDGE
 ML0303'33.75, 46 FEET NORTH OF THE NORTH RAIL, 11 FEET WEST OF THE
 ML0303'CENTER OF AN IRON FRAME GATE, 1.3 FEET SOUTH OF A FENCE, 2 FEET
 ML0303'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0303'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0723 ***********************************************************************
 ML0723  DESIGNATION -  L 323
 ML0723  PID         -  ML0723
 ML0723  STATE/COUNTY-  NE/VALLEY
 ML0723  COUNTRY     -  US
 ML0723  USGS QUAD   -  ARCADIA EAST (2017)
 ML0723
 ML0723                         *CURRENT SURVEY CONTROL
 ML0723  ______________________________________________________________________
 ML0723* NAD 83(1986) POSITION- 41 26 15.79   (N) 099 02 23.04   (W)   HD_HELD1
 ML0723* NAVD 88 ORTHO HEIGHT -   690.532 (meters)     2265.52  (feet) ADJUSTED
 ML0723  ______________________________________________________________________
 ML0723  GEOID HEIGHT    -        -23.735 (meters)                     GEOID18
 ML0723  DYNAMIC HEIGHT  -        690.184 (meters)     2264.38  (feet) COMP
 ML0723  MODELED GRAVITY -    980,097.6   (mgal)                       NAVD 88
 ML0723
 ML0723  VERT ORDER      -  SECOND    CLASS 0
 ML0723
 ML0723.The horizontal coordinates were determined by differentially corrected
 ML0723.hand held GPS observations or other comparable positioning techniques
 ML0723.and have an estimated accuracy of +/- 3 meters.
 ML0723
 ML0723.The orthometric height was determined by differential leveling and
 ML0723.adjusted by the NATIONAL GEODETIC SURVEY
 ML0723.in June 1991.
 ML0723
 ML0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0723.GEOID18 height accuracy estimate available here.
 ML0723
 ML0723.Click photographs - Photos may exist for this station.
 ML0723
 ML0723.The dynamic height is computed by dividing the NAVD 88
 ML0723.geopotential number by the normal gravity value computed on the
 ML0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0723.degrees latitude (g = 980.6199 gals.).
 ML0723
 ML0723.The modeled gravity was interpolated from observed gravity values.
 ML0723
 ML0723;                    North         East    Units  Estimated Accuracy
 ML0723;SPC NE       -   178,572.9     580,226.4     MT  (+/- 3 meters HH1 GPS) 
 ML0723
 ML0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9668087350(NAD 83)
 ML0723
 ML0723                          SUPERSEDED SURVEY CONTROL
 ML0723
 ML0723  NGVD 29 (??/??/92)  690.282  (m)         2264.70   (f) ADJ UNCH    2 0
 ML0723
 ML0723.Superseded values are not recommended for survey control.
 ML0723
 ML0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0723.See file dsdata.pdf to determine how the superseded data were derived.
 ML0723
 ML0723_MARKER: DB = BENCH MARK DISK
 ML0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0723_STAMPING: L 323 1950
 ML0723_MARK LOGO: CGS
 ML0723_PROJECTION: FLUSH
 ML0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0723+STABILITY: SURFACE MOTION
 ML0723
 ML0723  HISTORY     - Date     Condition        Report By
 ML0723  HISTORY     - 1950     MONUMENTED       CGS
 ML0723
 ML0723                          STATION DESCRIPTION
 ML0723
 ML0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0723'5.9 MI NE FROM ARCADIA.
 ML0723'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0723'AT ARCADIA, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAYS 56 AND
 ML0723'58, 192 FEET NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 ML0723'DRIVEWAY, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOG
 ML0723'SHED, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 ML0723'NORTH OF THE CENTER OF A GATE, 1.4 FEET WEST OF A FENCE, 2
 ML0723'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0723'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0922 ***********************************************************************
 ML0922  DESIGNATION -  L 324
 ML0922  PID         -  ML0922
 ML0922  STATE/COUNTY-  NE/BLAINE
 ML0922  COUNTRY     -  US
 ML0922  USGS QUAD   -  BREWSTER SE (2017)
 ML0922
 ML0922                         *CURRENT SURVEY CONTROL
 ML0922  ______________________________________________________________________
 ML0922* NAD 83(1986) POSITION- 41 47 54.     (N) 099 47 00.     (W)   SCALED
 ML0922* NAVD 88 ORTHO HEIGHT -   770.303 (meters)     2527.24  (feet) ADJUSTED
 ML0922  ______________________________________________________________________
 ML0922  GEOID HEIGHT    -        -22.474 (meters)                     GEOID18
 ML0922  DYNAMIC HEIGHT  -        769.919 (meters)     2525.98  (feet) COMP
 ML0922  MODELED GRAVITY -    980,098.3   (mgal)                       NAVD 88
 ML0922
 ML0922  VERT ORDER      -  SECOND    CLASS 0
 ML0922
 ML0922.The horizontal coordinates were scaled from a map and have
 ML0922.an estimated accuracy of +/- 6 seconds.
 ML0922
 ML0922.The orthometric height was determined by differential leveling and
 ML0922.adjusted by the NATIONAL GEODETIC SURVEY
 ML0922.in June 1991.
 ML0922
 ML0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0922.GEOID18 height accuracy estimate available here.
 ML0922
 ML0922.Click photographs - Photos may exist for this station.
 ML0922
 ML0922.The dynamic height is computed by dividing the NAVD 88
 ML0922.geopotential number by the normal gravity value computed on the
 ML0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0922.degrees latitude (g = 980.6199 gals.).
 ML0922
 ML0922.The modeled gravity was interpolated from observed gravity values.
 ML0922
 ML0922;                    North         East    Units  Estimated Accuracy
 ML0922;SPC NE       -   218,190.      518,000.      MT  (+/- 180 meters Scaled)
 ML0922
 ML0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM349276(NAD 83)
 ML0922
 ML0922                          SUPERSEDED SURVEY CONTROL
 ML0922
 ML0922  NGVD 29 (??/??/92)  770.022  (m)         2526.31   (f) ADJ UNCH    2 0
 ML0922
 ML0922.Superseded values are not recommended for survey control.
 ML0922
 ML0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0922.See file dsdata.pdf to determine how the superseded data were derived.
 ML0922
 ML0922_MARKER: DB = BENCH MARK DISK
 ML0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0922_STAMPING: L 324 1950
 ML0922_MARK LOGO: CGS
 ML0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0922+STABILITY: SURFACE MOTION
 ML0922
 ML0922  HISTORY     - Date     Condition        Report By
 ML0922  HISTORY     - 1950     MONUMENTED       CGS
 ML0922
 ML0922                          STATION DESCRIPTION
 ML0922
 ML0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0922'7.3 MI NW FROM MILBURN.
 ML0922'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MILBURN,
 ML0922'THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE 0.5
 ML0922'MILE NORTHWEST ALONG A WINDING SAND ROAD, AT THE CORNER OF
 ML0922'SECTIONS 7,8,17 AND 18 T 21 N R 21 W, 52 FEET NORTH OF THE CENTER
 ML0922'LINE OF THE ROAD, 66 FEET NORTHWEST OF THE CENTER OF A GATE, 1.1
 ML0922'FEET SOUTHWEST OF A FENCE, 100 FEET SOUTHEAST OF A FENCE CORNER,
 ML0922'1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0922'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1443 ***********************************************************************
 MK1443  DESIGNATION -  L 325
 MK1443  PID         -  MK1443
 MK1443  STATE/COUNTY-  NE/POLK
 MK1443  COUNTRY     -  US
 MK1443  USGS QUAD   -  CLARKS (2017)
 MK1443
 MK1443                         *CURRENT SURVEY CONTROL
 MK1443  ______________________________________________________________________
 MK1443* NAD 83(1986) POSITION- 41 09 46.     (N) 097 45 05.     (W)   SCALED
 MK1443* NAVD 88 ORTHO HEIGHT -   534.897 (meters)     1754.91  (feet) ADJUSTED
 MK1443  ______________________________________________________________________
 MK1443  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 MK1443  DYNAMIC HEIGHT  -        534.633 (meters)     1754.04  (feet) COMP
 MK1443  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 MK1443
 MK1443  VERT ORDER      -  SECOND    CLASS 0
 MK1443
 MK1443.The horizontal coordinates were scaled from a map and have
 MK1443.an estimated accuracy of +/- 6 seconds.
 MK1443
 MK1443.The orthometric height was determined by differential leveling and
 MK1443.adjusted by the NATIONAL GEODETIC SURVEY
 MK1443.in June 1991.
 MK1443
 MK1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1443.GEOID18 height accuracy estimate available here.
 MK1443
 MK1443.Click photographs - Photos may exist for this station.
 MK1443
 MK1443.The dynamic height is computed by dividing the NAVD 88
 MK1443.geopotential number by the normal gravity value computed on the
 MK1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1443.degrees latitude (g = 980.6199 gals.).
 MK1443
 MK1443.The modeled gravity was interpolated from observed gravity values.
 MK1443
 MK1443;                    North         East    Units  Estimated Accuracy
 MK1443;SPC NE       -   150,060.      688,640.      MT  (+/- 180 meters Scaled)
 MK1443
 MK1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL047575(NAD 83)
 MK1443
 MK1443                          SUPERSEDED SURVEY CONTROL
 MK1443
 MK1443  NGVD 29 (??/??/92)  534.684  (m)         1754.21   (f) ADJ UNCH    2 0
 MK1443
 MK1443.Superseded values are not recommended for survey control.
 MK1443
 MK1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1443.See file dsdata.pdf to determine how the superseded data were derived.
 MK1443
 MK1443_MARKER: DB = BENCH MARK DISK
 MK1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1443_STAMPING: L 325 1950
 MK1443_MARK LOGO: CGS
 MK1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1443+STABILITY: SURFACE MOTION
 MK1443
 MK1443  HISTORY     - Date     Condition        Report By
 MK1443  HISTORY     - 1950     MONUMENTED       CGS
 MK1443
 MK1443                          STATION DESCRIPTION
 MK1443
 MK1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1443'8 MI NE FROM POLK.
 MK1443'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1443'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1443'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1443'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 MK1443'ROAD, 1.0 MILE SOUTH OF U.S. HIGHWAY 30 A, AT A ROAD INTERSECTION,
 MK1443'34 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1443'36 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 40
 MK1443'FEET SOUTH OF THE SOUTHWEST CORNER OF A CORN CRIB, 15 FEET WEST
 MK1443'OF THE CENTER OF A GATE, 1.1 FEET NORTHEAST OF A FENCE CORNER,
 MK1443'2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1443'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1507 ***********************************************************************
 MK1507  DESIGNATION -  L 326
 MK1507  PID         -  MK1507
 MK1507  STATE/COUNTY-  NE/POLK
 MK1507  COUNTRY     -  US
 MK1507  USGS QUAD   -  OSCEOLA (2017)
 MK1507
 MK1507                         *CURRENT SURVEY CONTROL
 MK1507  ______________________________________________________________________
 MK1507* NAD 83(1986) POSITION- 41 12 23.     (N) 097 32 28.     (W)   SCALED
 MK1507* NAVD 88 ORTHO HEIGHT -   510.717 (meters)     1675.58  (feet) ADJUSTED
 MK1507  ______________________________________________________________________
 MK1507  GEOID HEIGHT    -        -25.668 (meters)                     GEOID18
 MK1507  DYNAMIC HEIGHT  -        510.469 (meters)     1674.76  (feet) COMP
 MK1507  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 MK1507
 MK1507  VERT ORDER      -  SECOND    CLASS 0
 MK1507
 MK1507.The horizontal coordinates were scaled from a map and have
 MK1507.an estimated accuracy of +/- 6 seconds.
 MK1507
 MK1507.The orthometric height was determined by differential leveling and
 MK1507.adjusted by the NATIONAL GEODETIC SURVEY
 MK1507.in June 1991.
 MK1507
 MK1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1507.GEOID18 height accuracy estimate available here.
 MK1507
 MK1507.Click photographs - Photos may exist for this station.
 MK1507
 MK1507.The dynamic height is computed by dividing the NAVD 88
 MK1507.geopotential number by the normal gravity value computed on the
 MK1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1507.degrees latitude (g = 980.6199 gals.).
 MK1507
 MK1507.The modeled gravity was interpolated from observed gravity values.
 MK1507
 MK1507;                    North         East    Units  Estimated Accuracy
 MK1507;SPC NE       -   155,380.      706,140.      MT  (+/- 180 meters Scaled)
 MK1507
 MK1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL223626(NAD 83)
 MK1507
 MK1507                          SUPERSEDED SURVEY CONTROL
 MK1507
 MK1507  NGVD 29 (??/??/92)  510.516  (m)         1674.92   (f) ADJ UNCH    2 0
 MK1507
 MK1507.Superseded values are not recommended for survey control.
 MK1507
 MK1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1507.See file dsdata.pdf to determine how the superseded data were derived.
 MK1507
 MK1507_MARKER: DB = BENCH MARK DISK
 MK1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1507_STAMPING: L 326 1950
 MK1507_MARK LOGO: CGS
 MK1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1507+STABILITY: SURFACE MOTION
 MK1507
 MK1507  HISTORY     - Date     Condition        Report By
 MK1507  HISTORY     - 1950     MONUMENTED       CGS
 MK1507
 MK1507                          STATION DESCRIPTION
 MK1507
 MK1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1507'2.5 MI N FROM OSCEOLA.
 MK1507'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1507'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1507'0.5 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1507'150 FEET EAST OF A WHITE FARMHOUSE, 56 FEET NORTH OF THE CENTER
 MK1507'LINE OF AN EAST AND WEST ROAD, 31 FEET EAST OF THE CENTER LINE
 MK1507'OF A NORTH AND SOUTH ROAD, IN LINE WITH A NORTH AND SOUTH ROW OF
 MK1507'TREES, 14 FEET NORTHEAST OF A TELEPHONE POLE, 1.2 FEET WEST
 MK1507'OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MK1507'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1358 ***********************************************************************
 MK1358  DESIGNATION -  L 327
 MK1358  PID         -  MK1358
 MK1358  STATE/COUNTY-  NE/PLATTE
 MK1358  COUNTRY     -  US
 MK1358  USGS QUAD   -  COLUMBUS SW (2017)
 MK1358
 MK1358                         *CURRENT SURVEY CONTROL
 MK1358  ______________________________________________________________________
 MK1358* NAD 83(1986) POSITION- 41 22 20.     (N) 097 29 34.     (W)   SCALED
 MK1358* NAVD 88 ORTHO HEIGHT -   453.359 (meters)     1487.40  (feet) ADJUSTED
 MK1358  ______________________________________________________________________
 MK1358  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 MK1358  DYNAMIC HEIGHT  -        453.158 (meters)     1486.74  (feet) COMP
 MK1358  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 MK1358
 MK1358  VERT ORDER      -  SECOND    CLASS 0
 MK1358
 MK1358.The horizontal coordinates were scaled from a map and have
 MK1358.an estimated accuracy of +/- 6 seconds.
 MK1358
 MK1358.The orthometric height was determined by differential leveling and
 MK1358.adjusted by the NATIONAL GEODETIC SURVEY
 MK1358.in June 1991.
 MK1358
 MK1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1358.GEOID18 height accuracy estimate available here.
 MK1358
 MK1358.Click photographs - Photos may exist for this station.
 MK1358
 MK1358.The dynamic height is computed by dividing the NAVD 88
 MK1358.geopotential number by the normal gravity value computed on the
 MK1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1358.degrees latitude (g = 980.6199 gals.).
 MK1358
 MK1358.The modeled gravity was interpolated from observed gravity values.
 MK1358
 MK1358;                    North         East    Units  Estimated Accuracy
 MK1358;SPC NE       -   173,900.      709,650.      MT  (+/- 180 meters Scaled)
 MK1358
 MK1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL260811(NAD 83)
 MK1358
 MK1358                          SUPERSEDED SURVEY CONTROL
 MK1358
 MK1358  NGVD 29 (??/??/92)  453.172  (m)         1486.78   (f) ADJ UNCH    2 0
 MK1358
 MK1358.Superseded values are not recommended for survey control.
 MK1358
 MK1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1358.See file dsdata.pdf to determine how the superseded data were derived.
 MK1358
 MK1358_MARKER: DB = BENCH MARK DISK
 MK1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1358_SP_SET: BRIDGE ABUTMENT
 MK1358_STAMPING: L 327 1950
 MK1358_MARK LOGO: CGS
 MK1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1358
 MK1358  HISTORY     - Date     Condition        Report By
 MK1358  HISTORY     - 1950     MONUMENTED       CGS
 MK1358
 MK1358                          STATION DESCRIPTION
 MK1358
 MK1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1358'1.1 MI S FROM DUNCAN.
 MK1358'1.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1358'RAILROAD STATION AT DUNCAN, 0.3 MILE NORTH OF THE NORTH END OF A
 MK1358'STEEL BRIDGE OVER THE PLATTE RIVER, 13 FEET WEST OF THE CENTER
 MK1358'LINE OF THE ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE
 MK1358'WEST END OF THE SOUTH ABUTMENT OF A 20 FOOT CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0579 ***********************************************************************
 ML0579  DESIGNATION -  L 328
 ML0579  PID         -  ML0579
 ML0579  STATE/COUNTY-  NE/CUSTER
 ML0579  COUNTRY     -  US
 ML0579  USGS QUAD   -  SARGENT EAST (2017)
 ML0579
 ML0579                         *CURRENT SURVEY CONTROL
 ML0579  ______________________________________________________________________
 ML0579* NAD 83(1986) POSITION- 41 38 23.     (N) 099 21 22.     (W)   SCALED
 ML0579* NAVD 88 ORTHO HEIGHT -   705.389 (meters)     2314.26  (feet) ADJUSTED
 ML0579  ______________________________________________________________________
 ML0579  GEOID HEIGHT    -        -23.149 (meters)                     GEOID18
 ML0579  DYNAMIC HEIGHT  -        705.038 (meters)     2313.11  (feet) COMP
 ML0579  MODELED GRAVITY -    980,102.4   (mgal)                       NAVD 88
 ML0579
 ML0579  VERT ORDER      -  FIRST     CLASS II
 ML0579
 ML0579.The horizontal coordinates were scaled from a map and have
 ML0579.an estimated accuracy of +/- 6 seconds.
 ML0579
 ML0579.The orthometric height was determined by differential leveling and
 ML0579.adjusted by the NATIONAL GEODETIC SURVEY
 ML0579.in June 1991.
 ML0579
 ML0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0579.GEOID18 height accuracy estimate available here.
 ML0579
 ML0579.Click photographs - Photos may exist for this station.
 ML0579
 ML0579.The dynamic height is computed by dividing the NAVD 88
 ML0579.geopotential number by the normal gravity value computed on the
 ML0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0579.degrees latitude (g = 980.6199 gals.).
 ML0579
 ML0579.The modeled gravity was interpolated from observed gravity values.
 ML0579
 ML0579;                    North         East    Units  Estimated Accuracy
 ML0579;SPC NE       -   200,760.      553,630.      MT  (+/- 180 meters Scaled)
 ML0579
 ML0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM703098(NAD 83)
 ML0579
 ML0579                          SUPERSEDED SURVEY CONTROL
 ML0579
 ML0579  NGVD 29 (??/??/92)  705.137  (m)         2313.44   (f) ADJ UNCH    1 2
 ML0579
 ML0579.Superseded values are not recommended for survey control.
 ML0579
 ML0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0579.See file dsdata.pdf to determine how the superseded data were derived.
 ML0579
 ML0579_MARKER: DB = BENCH MARK DISK
 ML0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0579_STAMPING: L 328 1950
 ML0579_MARK LOGO: CGS
 ML0579_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0579+STABILITY: SURFACE MOTION
 ML0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0579+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1998
 ML0579
 ML0579  HISTORY     - Date     Condition        Report By
 ML0579  HISTORY     - 1950     MONUMENTED       CGS
 ML0579  HISTORY     - 19981029 GOOD             NEDR
 ML0579
 ML0579                          STATION DESCRIPTION
 ML0579
 ML0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0579'0.3 MI SE FROM SARGENT.
 ML0579'0.3 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0579'FROM THE STATION AT SARGENT, 300 FEET SOUTHEAST OF A ROAD CROSSING,
 ML0579'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 FEET SOUTHEAST OF THE
 ML0579'CENTER OF A GATE, 32 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.3 FEET
 ML0579'NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET
 ML0579'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0579'GROUND.
 ML0579
 ML0579                          STATION RECOVERY (1998)
 ML0579
 ML0579'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0579'0.5 MI (0.8 KM) EAST EAST THE INTERSECTION OF MAIN STREET AND U.S.
 ML0579'HIGHWAY 183,IN SARGENT, ON THE SOUTH SIDE OF A COUNTY ROAD, AT AN
 ML0579'ABANDONED RAILROAD GRADE, IN SEC11, T19N, R18W.  IT IS A STANDARD DISK
 ML0579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 13 CM, THAT
 ML0579'IS 72 M (236.2 FT) SOUTH OF THE COUNTY ROAD, 15.0 M (49.2 FT)
 ML0579'SOUTHWEST OF THE CENTERLINE OF THE OLD RAILROAD BED, 16.30 M (53.48
 ML0579'FT) EAST OF A NORTH/SOUTH FENCELINE, 12.43 M (40.78 FT) SOUTHEAST OF
 ML0579'FENCE CORNER POST, 8.16 M (26.77 FT) NORTHWEST OF THE CENTER OF THE
 ML0579'TOP OF A CONCRETE, RAILROAD, RIGHT-OF-WAY, FENCE POST, 1.36 M (4.46
 ML0579'FT) SOUTHWEST OF A WITNESS POST AND 0.20 M (0.66 FT) NORTHEAST OF THE
 ML0579'SOUTHWEST RAILROAD R-O-W FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1355 ***********************************************************************
 MK1355  DESIGNATION -  L 329
 MK1355  PID         -  MK1355
 MK1355  STATE/COUNTY-  NE/BUTLER
 MK1355  COUNTRY     -  US
 MK1355  USGS QUAD   -  SCHUYLER (2017)
 MK1355
 MK1355                         *CURRENT SURVEY CONTROL
 MK1355  ______________________________________________________________________
 MK1355* NAD 83(1986) POSITION- 41 24 36.     (N) 097 03 35.     (W)   SCALED
 MK1355* NAVD 88 ORTHO HEIGHT -   414.897 (meters)     1361.21  (feet) ADJUSTED
 MK1355  ______________________________________________________________________
 MK1355  GEOID HEIGHT    -        -25.820 (meters)                     GEOID18
 MK1355  DYNAMIC HEIGHT  -        414.715 (meters)     1360.61  (feet) COMP
 MK1355  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 MK1355
 MK1355  VERT ORDER      -  SECOND    CLASS 0
 MK1355
 MK1355.The horizontal coordinates were scaled from a map and have
 MK1355.an estimated accuracy of +/- 6 seconds.
 MK1355
 MK1355.The orthometric height was determined by differential leveling and
 MK1355.adjusted by the NATIONAL GEODETIC SURVEY
 MK1355.in June 1991.
 MK1355
 MK1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1355.GEOID18 height accuracy estimate available here.
 MK1355
 MK1355.Click photographs - Photos may exist for this station.
 MK1355
 MK1355.The dynamic height is computed by dividing the NAVD 88
 MK1355.geopotential number by the normal gravity value computed on the
 MK1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1355.degrees latitude (g = 980.6199 gals.).
 MK1355
 MK1355.The modeled gravity was interpolated from observed gravity values.
 MK1355
 MK1355;                    North         East    Units  Estimated Accuracy
 MK1355;SPC NE       -   179,230.      745,710.      MT  (+/- 180 meters Scaled)
 MK1355
 MK1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621860(NAD 83)
 MK1355
 MK1355                          SUPERSEDED SURVEY CONTROL
 MK1355
 MK1355  NGVD 29 (??/??/92)  414.729  (m)         1360.66   (f) ADJ UNCH    2 0
 MK1355
 MK1355.Superseded values are not recommended for survey control.
 MK1355
 MK1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1355.See file dsdata.pdf to determine how the superseded data were derived.
 MK1355
 MK1355_MARKER: DB = BENCH MARK DISK
 MK1355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1355_SP_SET: BRIDGE ABUTMENT
 MK1355_STAMPING: L 329 1950
 MK1355_MARK LOGO: CGS
 MK1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1355
 MK1355  HISTORY     - Date     Condition        Report By
 MK1355  HISTORY     - 1950     MONUMENTED       CGS
 MK1355
 MK1355                          STATION DESCRIPTION
 MK1355
 MK1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1355'2.6 MI S FROM SCHUYLER.
 MK1355'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1355'SCHUYLER, THENCE 2.55 MILES SOUTH ALONG STATE HIGHWAY 15, 11 FEET
 MK1355'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 MK1355'END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE PLATTE RIVER,
 MK1355'AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1356 ***********************************************************************
 MK1356  DESIGNATION -  L 329 RESET
 MK1356  PID         -  MK1356
 MK1356  STATE/COUNTY-  NE/BUTLER
 MK1356  COUNTRY     -  US
 MK1356  USGS QUAD   -  SCHUYLER (2017)
 MK1356
 MK1356                         *CURRENT SURVEY CONTROL
 MK1356  ______________________________________________________________________
 MK1356* NAD 83(1986) POSITION- 41 24 37.     (N) 097 03 32.     (W)   SCALED
 MK1356* NAVD 88 ORTHO HEIGHT -   415.74  (meters)     1364.0   (feet) RESET
 MK1356  ______________________________________________________________________
 MK1356  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 MK1356  VERT ORDER      -  THIRD
 MK1356
 MK1356.The horizontal coordinates were scaled from a map and have
 MK1356.an estimated accuracy of +/- 6 seconds.
 MK1356
 MK1356.The orthometric height was computed from unverified reset data.
 MK1356
 MK1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1356.GEOID18 height accuracy estimate available here.
 MK1356
 MK1356.Click photographs - Photos may exist for this station.
 MK1356
 MK1356;                    North         East    Units  Estimated Accuracy
 MK1356;SPC NE       -   179,260.      745,780.      MT  (+/- 180 meters Scaled)
 MK1356
 MK1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL622861(NAD 83)
 MK1356
 MK1356                          SUPERSEDED SURVEY CONTROL
 MK1356
 MK1356  NGVD 29 (??/??/??)  415.57   (m)         1363.4    (f) RESET       3  
 MK1356
 MK1356.Superseded values are not recommended for survey control.
 MK1356
 MK1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1356.See file dsdata.pdf to determine how the superseded data were derived.
 MK1356
 MK1356_MARKER: DB = BENCH MARK DISK
 MK1356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MK1356_SP_SET: CURB
 MK1356_STAMPING: L 329 RESET 1960
 MK1356_MARK LOGO: CGS
 MK1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1356
 MK1356  HISTORY     - Date     Condition        Report By
 MK1356  HISTORY     - 1960     MONUMENTED       NEDR
 MK1356
 MK1356                          STATION DESCRIPTION
 MK1356
 MK1356'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 MK1356'2.6 MI S FROM SCHUYLER.
 MK1356'THIS MARK IS LOCATED 1 BLOCK WEST ALONG EAST 11TH STREET FROM THE
 MK1356'POST OFFICE AT SCHUYLER, THENCE 2.55 MILES SOUTH ALONG STATE
 MK1356'HIGHWAY 15, 26 FEET WEST OF THE CENTERLINE OF THE BRIDGE, SET IN
 MK1356'THE TOP OF THE WEST CURB NEAR THE SOUTH END OF THE PLATTE RIVER,
 MK1356'AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0903 ***********************************************************************
 MK0903  DESIGNATION -  L 330
 MK0903  PID         -  MK0903
 MK0903  STATE/COUNTY-  NE/SAUNDERS
 MK0903  COUNTRY     -  US
 MK0903  USGS QUAD   -  NORTH BEND (2017)
 MK0903
 MK0903                         *CURRENT SURVEY CONTROL
 MK0903  ______________________________________________________________________
 MK0903* NAD 83(1986) POSITION- 41 26 01.     (N) 096 48 34.     (W)   SCALED
 MK0903* NAVD 88 ORTHO HEIGHT -   390.875 (meters)     1282.40  (feet) ADJUSTED
 MK0903  ______________________________________________________________________
 MK0903  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 MK0903  DYNAMIC HEIGHT  -        390.708 (meters)     1281.85  (feet) COMP
 MK0903  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 MK0903
 MK0903  VERT ORDER      -  SECOND    CLASS 0
 MK0903
 MK0903.The horizontal coordinates were scaled from a map and have
 MK0903.an estimated accuracy of +/- 6 seconds.
 MK0903
 MK0903.The orthometric height was determined by differential leveling and
 MK0903.adjusted by the NATIONAL GEODETIC SURVEY
 MK0903.in June 1991.
 MK0903
 MK0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0903.GEOID18 height accuracy estimate available here.
 MK0903
 MK0903.Click photographs - Photos may exist for this station.
 MK0903
 MK0903.The dynamic height is computed by dividing the NAVD 88
 MK0903.geopotential number by the normal gravity value computed on the
 MK0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0903.degrees latitude (g = 980.6199 gals.).
 MK0903
 MK0903.The modeled gravity was interpolated from observed gravity values.
 MK0903
 MK0903;                    North         East    Units  Estimated Accuracy
 MK0903;SPC NE       -   182,590.      766,520.      MT  (+/- 180 meters Scaled)
 MK0903
 MK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL830892(NAD 83)
 MK0903
 MK0903                          SUPERSEDED SURVEY CONTROL
 MK0903
 MK0903  NGVD 29 (??/??/92)  390.723  (m)         1281.90   (f) ADJ UNCH    2 0
 MK0903
 MK0903.Superseded values are not recommended for survey control.
 MK0903
 MK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0903.See file dsdata.pdf to determine how the superseded data were derived.
 MK0903
 MK0903_MARKER: DB = BENCH MARK DISK
 MK0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0903_STAMPING: L 330 1950
 MK0903_MARK LOGO: CGS
 MK0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0903+STABILITY: SURFACE MOTION
 MK0903
 MK0903  HISTORY     - Date     Condition        Report By
 MK0903  HISTORY     - 1950     MONUMENTED       CGS
 MK0903
 MK0903                          STATION DESCRIPTION
 MK0903
 MK0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0903'2.3 MI W FROM MORSE BLUFF.
 MK0903'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0903'WESTERN RAILROAD STATION AT MORSE BLUFF, THENCE 1.0 MILE WEST
 MK0903'ALONG A GRADED DIRT ROAD, 0.1 MILE NORTH OF THE ROAD, IN THE
 MK0903'SOUTHEAST CORNER OF A PASTURE, 24.5 FEET EAST OF THE SOUTHEAST
 MK0903'LEG OF A WINDMILL TOWER, 11.5 FEET NORTH OF A FENCE CORNER,
 MK0903'2 FEET WEST OF A NORTH AND SOUTH FENCE, 1.4 FEET NORTH OF A
 MK0903'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0903'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1254 ***********************************************************************
 MK1254  DESIGNATION -  L 331
 MK1254  PID         -  MK1254
 MK1254  STATE/COUNTY-  NE/COLFAX
 MK1254  COUNTRY     -  US
 MK1254  USGS QUAD   -  SCHUYLER (2017)
 MK1254
 MK1254                         *CURRENT SURVEY CONTROL
 MK1254  ______________________________________________________________________
 MK1254* NAD 83(1986) POSITION- 41 26 41.     (N) 097 07 01.     (W)   SCALED
 MK1254* NAVD 88 ORTHO HEIGHT -   417.150 (meters)     1368.60  (feet) ADJUSTED
 MK1254  ______________________________________________________________________
 MK1254  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 MK1254  DYNAMIC HEIGHT  -        416.970 (meters)     1368.01  (feet) COMP
 MK1254  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 MK1254
 MK1254  VERT ORDER      -  SECOND    CLASS 0
 MK1254
 MK1254.The horizontal coordinates were scaled from a map and have
 MK1254.an estimated accuracy of +/- 6 seconds.
 MK1254
 MK1254.The orthometric height was determined by differential leveling and
 MK1254.adjusted by the NATIONAL GEODETIC SURVEY
 MK1254.in June 1991.
 MK1254
 MK1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1254.GEOID18 height accuracy estimate available here.
 MK1254
 MK1254.Click photographs - Photos may exist for this station.
 MK1254
 MK1254.The dynamic height is computed by dividing the NAVD 88
 MK1254.geopotential number by the normal gravity value computed on the
 MK1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1254.degrees latitude (g = 980.6199 gals.).
 MK1254
 MK1254.The modeled gravity was interpolated from observed gravity values.
 MK1254
 MK1254;                    North         East    Units  Estimated Accuracy
 MK1254;SPC NE       -   182,920.      740,800.      MT  (+/- 180 meters Scaled)
 MK1254
 MK1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL573898(NAD 83)
 MK1254
 MK1254                          SUPERSEDED SURVEY CONTROL
 MK1254
 MK1254  NGVD 29 (??/??/92)  416.979  (m)         1368.04   (f) ADJ UNCH    2 0
 MK1254
 MK1254.Superseded values are not recommended for survey control.
 MK1254
 MK1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1254.See file dsdata.pdf to determine how the superseded data were derived.
 MK1254
 MK1254_MARKER: DB = BENCH MARK DISK
 MK1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1254_STAMPING: L 331 1950
 MK1254_MARK LOGO: CGS
 MK1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1254+STABILITY: SURFACE MOTION
 MK1254
 MK1254  HISTORY     - Date     Condition        Report By
 MK1254  HISTORY     - 1950     MONUMENTED       CGS
 MK1254
 MK1254                          STATION DESCRIPTION
 MK1254
 MK1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1254'3.2 MI W FROM SCHUYLER.
 MK1254'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1254'AT SCHUYLER, AT A ROAD CROSSING, 2 1/2 POLES EAST OF MILEPOST
 MK1254'72, 184.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 62
 MK1254'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 28.0 FEET
 MK1254'WEST OF A FENCE CORNER, 1.3 FEET SOUTH OF A RIGHT-OF-WAY FENCE,
 MK1254'1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK1254'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0193 ***********************************************************************
 ML0193  DESIGNATION -  L 332
 ML0193  PID         -  ML0193
 ML0193  STATE/COUNTY-  NE/HOWARD
 ML0193  COUNTRY     -  US
 ML0193  USGS QUAD   -  CUSHING (2017)
 ML0193
 ML0193                         *CURRENT SURVEY CONTROL
 ML0193  ______________________________________________________________________
 ML0193* NAD 83(1986) POSITION- 41 15 49.     (N) 098 19 01.     (W)   SCALED
 ML0193* NAVD 88 ORTHO HEIGHT -   539.060 (meters)     1768.57  (feet) ADJUSTED
 ML0193  ______________________________________________________________________
 ML0193  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 ML0193  DYNAMIC HEIGHT  -        538.794 (meters)     1767.69  (feet) COMP
 ML0193  MODELED GRAVITY -    980,112.8   (mgal)                       NAVD 88
 ML0193
 ML0193  VERT ORDER      -  SECOND    CLASS 0
 ML0193
 ML0193.The horizontal coordinates were scaled from a map and have
 ML0193.an estimated accuracy of +/- 6 seconds.
 ML0193
 ML0193.The orthometric height was determined by differential leveling and
 ML0193.adjusted by the NATIONAL GEODETIC SURVEY
 ML0193.in June 1991.
 ML0193
 ML0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0193.GEOID18 height accuracy estimate available here.
 ML0193
 ML0193.Click photographs - Photos may exist for this station.
 ML0193
 ML0193.The dynamic height is computed by dividing the NAVD 88
 ML0193.geopotential number by the normal gravity value computed on the
 ML0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0193.degrees latitude (g = 980.6199 gals.).
 ML0193
 ML0193.The modeled gravity was interpolated from observed gravity values.
 ML0193
 ML0193;                    North         East    Units  Estimated Accuracy
 ML0193;SPC NE       -   160,170.      640,980.      MT  (+/- 180 meters Scaled)
 ML0193
 ML0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572682(NAD 83)
 ML0193
 ML0193                          SUPERSEDED SURVEY CONTROL
 ML0193
 ML0193  NGVD 29 (??/??/92)  538.824  (m)         1767.79   (f) ADJ UNCH    2 0
 ML0193
 ML0193.Superseded values are not recommended for survey control.
 ML0193
 ML0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0193.See file dsdata.pdf to determine how the superseded data were derived.
 ML0193
 ML0193_MARKER: DB = BENCH MARK DISK
 ML0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0193_STAMPING: L 332 1950
 ML0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0193+STABILITY: SURFACE MOTION
 ML0193
 ML0193  HISTORY     - Date     Condition        Report By
 ML0193  HISTORY     - 1950     MONUMENTED       CGS
 ML0193
 ML0193                          STATION DESCRIPTION
 ML0193
 ML0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0193'3.4 MI SE FROM CUSHING.
 ML0193'3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0193'RAILROAD FROM THE STATION AT CUSHING, ON THE NORTHWEST SLOPE
 ML0193'OF A SANDY KNOLL, 0.1 MILE NORTHEAST OF A WINDMILL WHICH IS
 ML0193'SURROUNDED BY A LARGE GROVE OF TREES, AT A ROAD CROSSING, 122
 ML0193'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST TRACK ROAD,
 ML0193'46 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHWEST OF A
 ML0193'FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0193'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1549 ***********************************************************************
 MK1549  DESIGNATION -  L 333
 MK1549  PID         -  MK1549
 MK1549  STATE/COUNTY-  NE/HAMILTON
 MK1549  COUNTRY     -  US
 MK1549  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1549
 MK1549                         *CURRENT SURVEY CONTROL
 MK1549  ______________________________________________________________________
 MK1549* NAD 83(1986) POSITION- 41 04 31.     (N) 097 55 25.     (W)   SCALED
 MK1549* NAVD 88 ORTHO HEIGHT -   542.366 (meters)     1779.41  (feet) ADJUSTED
 MK1549  ______________________________________________________________________
 MK1549  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 MK1549  DYNAMIC HEIGHT  -        542.093 (meters)     1778.52  (feet) COMP
 MK1549  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 MK1549
 MK1549  VERT ORDER      -  SECOND    CLASS 0
 MK1549
 MK1549.The horizontal coordinates were scaled from a map and have
 MK1549.an estimated accuracy of +/- 6 seconds.
 MK1549
 MK1549.The orthometric height was determined by differential leveling and
 MK1549.adjusted by the NATIONAL GEODETIC SURVEY
 MK1549.in June 1991.
 MK1549
 MK1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1549.GEOID18 height accuracy estimate available here.
 MK1549
 MK1549.Click photographs - Photos may exist for this station.
 MK1549
 MK1549.The dynamic height is computed by dividing the NAVD 88
 MK1549.geopotential number by the normal gravity value computed on the
 MK1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1549.degrees latitude (g = 980.6199 gals.).
 MK1549
 MK1549.The modeled gravity was interpolated from observed gravity values.
 MK1549
 MK1549;                    North         East    Units  Estimated Accuracy
 MK1549;SPC NE       -   139,980.      674,430.      MT  (+/- 180 meters Scaled)
 MK1549
 MK1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL904476(NAD 83)
 MK1549
 MK1549                          SUPERSEDED SURVEY CONTROL
 MK1549
 MK1549  NGVD 29 (??/??/92)  542.145  (m)         1778.69   (f) ADJ UNCH    2 0
 MK1549
 MK1549.Superseded values are not recommended for survey control.
 MK1549
 MK1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1549.See file dsdata.pdf to determine how the superseded data were derived.
 MK1549
 MK1549_MARKER: DB = BENCH MARK DISK
 MK1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1549_STAMPING: L 333 1950
 MK1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1549+STABILITY: SURFACE MOTION
 MK1549
 MK1549  HISTORY     - Date     Condition        Report By
 MK1549  HISTORY     - 1950     MONUMENTED       CGS
 MK1549
 MK1549                          STATION DESCRIPTION
 MK1549
 MK1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1549'2 MI SW FROM HOARDVILLE.
 MK1549'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1549'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILES WEST ALONG
 MK1549'STATE HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET NORTH OF THE
 MK1549'CENTER LINE OF THE HIGHWAY, 39.7 FEET SOUTH OF A POWER POLE, 34
 MK1549'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 MK1549'4.5 FEET NORTH OF A TELEPHONE POLE, 3.3 FEET NORTH OF A FENCE,
 MK1549'1.4 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET
 MK1549'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MK1549'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1550 ***********************************************************************
 MK1550  DESIGNATION -  L 333 RESET
 MK1550  PID         -  MK1550
 MK1550  STATE/COUNTY-  NE/HAMILTON
 MK1550  COUNTRY     -  US
 MK1550  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1550
 MK1550                         *CURRENT SURVEY CONTROL
 MK1550  ______________________________________________________________________
 MK1550* NAD 83(1986) POSITION- 41 04 31.     (N) 097 55 25.     (W)   SCALED
 MK1550* NAVD 88 ORTHO HEIGHT -   542.48  (meters)     1779.8   (feet) RESET
 MK1550  ______________________________________________________________________
 MK1550  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 MK1550  VERT ORDER      -  THIRD
 MK1550
 MK1550.The horizontal coordinates were scaled from a map and have
 MK1550.an estimated accuracy of +/- 6 seconds.
 MK1550
 MK1550.The orthometric height was computed from unverified reset data.
 MK1550
 MK1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1550.GEOID18 height accuracy estimate available here.
 MK1550
 MK1550.Click photographs - Photos may exist for this station.
 MK1550
 MK1550;                    North         East    Units  Estimated Accuracy
 MK1550;SPC NE       -   139,980.      674,430.      MT  (+/- 180 meters Scaled)
 MK1550
 MK1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL904476(NAD 83)
 MK1550
 MK1550                          SUPERSEDED SURVEY CONTROL
 MK1550
 MK1550  NGVD 29 (??/??/??)  542.26   (m)         1779.1    (f) RESET       3  
 MK1550
 MK1550.Superseded values are not recommended for survey control.
 MK1550
 MK1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1550.See file dsdata.pdf to determine how the superseded data were derived.
 MK1550
 MK1550_MARKER: DB = BENCH MARK DISK
 MK1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1550_STAMPING: L 333 RESET 1957
 MK1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1550+STABILITY: SURFACE MOTION
 MK1550
 MK1550  HISTORY     - Date     Condition        Report By
 MK1550  HISTORY     - 1957     MONUMENTED       NEDR
 MK1550
 MK1550                          STATION DESCRIPTION
 MK1550
 MK1550'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1550'2 MI SW FROM HOARDVILLE.
 MK1550'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1550'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILE WEST ALONG STATE
 MK1550'HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET NORTH OF THE
 MK1550'CENTERLINE OF THE HIGHWAY, 39.7 FEET SOUTH OF A POWER POLE, 34
 MK1550'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD LEADING NORTH,
 MK1550'4.5 FEET NORTH OF A TELEPHONE POLE, 3.3 FEET NORTH OF A FENCE,
 MK1550'1.4 FEET EAST OF A FENCE, AND 1.4 FEET SOUTH OF A WITNESS POST.
 MK1550'22.5 FEET NORTH OF THE ORIGINAL MARK AS DESCRIBED ABOVE.  A
 MK1550'STANDARD DISK, STAMPED L-333 RESET 1957 AND SET IN A CONCRETE
 MK1550'MONUMENT, 1.0 FOOT SQUARE AND PROJECTING 0.25 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1007 ***********************************************************************
 ML1007  DESIGNATION -  L 334
 ML1007  PID         -  ML1007
 ML1007  STATE/COUNTY-  NE/MERRICK
 ML1007  COUNTRY     -  US
 ML1007  USGS QUAD   -  CHAPMAN (2017)
 ML1007
 ML1007                         *CURRENT SURVEY CONTROL
 ML1007  ______________________________________________________________________
 ML1007* NAD 83(1986) POSITION- 41 00 05.     (N) 098 09 02.     (W)   SCALED
 ML1007* NAVD 88 ORTHO HEIGHT -   540.195 (meters)     1772.29  (feet) ADJUSTED
 ML1007  ______________________________________________________________________
 ML1007  GEOID HEIGHT    -        -25.282 (meters)                     GEOID18
 ML1007  DYNAMIC HEIGHT  -        539.915 (meters)     1771.37  (feet) COMP
 ML1007  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 ML1007
 ML1007  VERT ORDER      -  SECOND    CLASS 0
 ML1007
 ML1007.The horizontal coordinates were scaled from a map and have
 ML1007.an estimated accuracy of +/- 6 seconds.
 ML1007
 ML1007.The orthometric height was determined by differential leveling and
 ML1007.adjusted by the NATIONAL GEODETIC SURVEY
 ML1007.in June 1991.
 ML1007
 ML1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1007.GEOID18 height accuracy estimate available here.
 ML1007
 ML1007.Click photographs - Photos may exist for this station.
 ML1007
 ML1007.The dynamic height is computed by dividing the NAVD 88
 ML1007.geopotential number by the normal gravity value computed on the
 ML1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML1007.degrees latitude (g = 980.6199 gals.).
 ML1007
 ML1007.The modeled gravity was interpolated from observed gravity values.
 ML1007
 ML1007;                    North         East    Units  Estimated Accuracy
 ML1007;SPC NE       -   131,350.      655,540.      MT  (+/- 180 meters Scaled)
 ML1007
 ML1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL714392(NAD 83)
 ML1007
 ML1007                          SUPERSEDED SURVEY CONTROL
 ML1007
 ML1007  NGVD 29 (??/??/92)  539.960  (m)         1771.52   (f) ADJ UNCH    2 0
 ML1007
 ML1007.Superseded values are not recommended for survey control.
 ML1007
 ML1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1007.See file dsdata.pdf to determine how the superseded data were derived.
 ML1007
 ML1007_MARKER: DB = BENCH MARK DISK
 ML1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1007_STAMPING: L 334 1950
 ML1007_MARK LOGO: CGS
 ML1007_PROJECTION: FLUSH
 ML1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1007+STABILITY: SURFACE MOTION
 ML1007
 ML1007  HISTORY     - Date     Condition        Report By
 ML1007  HISTORY     - 1950     MONUMENTED       CGS
 ML1007
 ML1007                          STATION DESCRIPTION
 ML1007
 ML1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML1007'2.4 MI SE FROM CHAPMAN.
 ML1007'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 ML1007'RAILROAD STATION AT CHAPMAN, THENCE 1.9 MILES SOUTH ALONG A
 ML1007'GRAVELED ROAD, AT THE BLOYD LEAMONS FARMHOUSE, 220 FEET WEST OF
 ML1007'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 22 FEET SOUTHWEST OF
 ML1007'THE SOUTHWEST CORNER OF THE FARMHOUSE, 7 FEET NORTH OF THE
 ML1007'NORTHEAST CORNER OF A GARAGE, 6 FEET SOUTH OF A POWER POLE, SET
 ML1007'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1245 ***********************************************************************
 MK1245  DESIGNATION -  L 335
 MK1245  PID         -  MK1245
 MK1245  STATE/COUNTY-  NE/PLATTE
 MK1245  COUNTRY     -  US
 MK1245  USGS QUAD   -  COLUMBUS (2017)
 MK1245
 MK1245                         *CURRENT SURVEY CONTROL
 MK1245  ______________________________________________________________________
 MK1245* NAD 83(1986) POSITION- 41 26 31.     (N) 097 20 22.     (W)   SCALED
 MK1245* NAVD 88 ORTHO HEIGHT -   438.709 (meters)     1439.33  (feet) ADJUSTED
 MK1245  ______________________________________________________________________
 MK1245  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 MK1245  DYNAMIC HEIGHT  -        438.518 (meters)     1438.70  (feet) COMP
 MK1245  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 MK1245
 MK1245  VERT ORDER      -  SECOND    CLASS 0
 MK1245
 MK1245.This mark is at Columbus Municipal Airport (OLU)
 MK1245
 MK1245.The horizontal coordinates were scaled from a map and have
 MK1245.an estimated accuracy of +/- 6 seconds.
 MK1245
 MK1245.The orthometric height was determined by differential leveling and
 MK1245.adjusted by the NATIONAL GEODETIC SURVEY
 MK1245.in June 1991.
 MK1245
 MK1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1245.GEOID18 height accuracy estimate available here.
 MK1245
 MK1245.Click photographs - Photos may exist for this station.
 MK1245
 MK1245.The dynamic height is computed by dividing the NAVD 88
 MK1245.geopotential number by the normal gravity value computed on the
 MK1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1245.degrees latitude (g = 980.6199 gals.).
 MK1245
 MK1245.The modeled gravity was interpolated from observed gravity values.
 MK1245
 MK1245;                    North         East    Units  Estimated Accuracy
 MK1245;SPC NE       -   182,020.      722,230.      MT  (+/- 180 meters Scaled)
 MK1245
 MK1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL387891(NAD 83)
 MK1245
 MK1245                          SUPERSEDED SURVEY CONTROL
 MK1245
 MK1245  NGVD 29 (??/??/92)  438.521  (m)         1438.71   (f) ADJ UNCH    2 0
 MK1245
 MK1245.Superseded values are not recommended for survey control.
 MK1245
 MK1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1245.See file dsdata.pdf to determine how the superseded data were derived.
 MK1245
 MK1245_MARKER: DB = BENCH MARK DISK
 MK1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1245_STAMPING: L 335 1950
 MK1245_MARK LOGO: CGS
 MK1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1245+STABILITY: SURFACE MOTION
 MK1245
 MK1245  HISTORY     - Date     Condition        Report By
 MK1245  HISTORY     - 1950     MONUMENTED       CGS
 MK1245  HISTORY     - 1960     GOOD             CGS
 MK1245
 MK1245                          STATION DESCRIPTION
 MK1245
 MK1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1245'1.6 MI NE FROM COLUMBUS.
 MK1245'0.5 MILE NORTH ALONG 25TH AVENUE FROM THE POST OFFICE AT COLUMBUS,
 MK1245'THENCE 0.9 MILE EAST ALONG U.S. HIGHWAY 30, THENCE 0.25 MILE
 MK1245'NORTH ALONG A GRAVELED ROAD, AT THE COLUMBUS AIRPORT, 8 FEET
 MK1245'EAST OF THE SOUTHEAST CORNER OF THE MAIN OFFICE BUILDING, 3.4
 MK1245'FEET NORTHWEST OF A POWER POLE, IN LINE WITH THE SOUTH WALL OF
 MK1245'THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1245'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- IT IS 153.4 FEET
 MK1245'TO THE NORTH EAST OF B.M.M. 335 NEAR THE SOUTH EAST CORNER OF THE
 MK1245'EXISTING ADMINISTRATION BUILDING AND IS IN GOOD CONDITION.
 MK1245
 MK1245                          STATION RECOVERY (1960)
 MK1245
 MK1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK1245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1246 ***********************************************************************
 MK1246  DESIGNATION -  L 335 RESET
 MK1246  PID         -  MK1246
 MK1246  STATE/COUNTY-  NE/PLATTE
 MK1246  COUNTRY     -  US
 MK1246  USGS QUAD   -  COLUMBUS (2017)
 MK1246
 MK1246                         *CURRENT SURVEY CONTROL
 MK1246  ______________________________________________________________________
 MK1246* NAD 83(1986) POSITION- 41 26 31.     (N) 097 20 22.     (W)   SCALED
 MK1246* NAVD 88 ORTHO HEIGHT -   417.78  (meters)     1370.7   (feet) RESET
 MK1246  ______________________________________________________________________
 MK1246  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 MK1246  VERT ORDER      -  THIRD
 MK1246
 MK1246.This mark is at Columbus Municipal Airport (OLU)
 MK1246
 MK1246.The horizontal coordinates were scaled from a map and have
 MK1246.an estimated accuracy of +/- 6 seconds.
 MK1246
 MK1246.The orthometric height was computed from unverified reset data.
 MK1246
 MK1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1246.GEOID18 height accuracy estimate available here.
 MK1246
 MK1246.Click photographs - Photos may exist for this station.
 MK1246
 MK1246;                    North         East    Units  Estimated Accuracy
 MK1246;SPC NE       -   182,020.      722,230.      MT  (+/- 180 meters Scaled)
 MK1246
 MK1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL387891(NAD 83)
 MK1246
 MK1246                          SUPERSEDED SURVEY CONTROL
 MK1246
 MK1246  NGVD 29 (??/??/??)  439.16   (m)         1440.8    (f) RESET       3  
 MK1246
 MK1246.Superseded values are not recommended for survey control.
 MK1246
 MK1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1246.See file dsdata.pdf to determine how the superseded data were derived.
 MK1246
 MK1246_MARKER: DB = BENCH MARK DISK
 MK1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1246_STAMPING: L 335 RESET 1963
 MK1246_MARK LOGO: CGS
 MK1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1246+STABILITY: SURFACE MOTION
 MK1246
 MK1246  HISTORY     - Date     Condition        Report By
 MK1246  HISTORY     - 1963     MONUMENTED       NEDR
 MK1246  HISTORY     - 1972     GOOD             NGS
 MK1246  HISTORY     - 1976     GOOD             NGS
 MK1246  HISTORY     - 19881014 MARK NOT FOUND   NGS
 MK1246
 MK1246                          STATION DESCRIPTION
 MK1246
 MK1246'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK1246'AT COLUMBUS.
 MK1246'AT COLUMBUS MUNICIPAL AIRPORT, 15.7 FEET SOUTHEAST OF THE
 MK1246'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING ATTACHED TO THE
 MK1246'LARGE SHOP HANGAR 10.2 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 MK1246'THE RAMP LEADING TO THE SHOP HANGAR AND ADMINISTRATION BUILDING
 MK1246'AND 9.9 FEET SOUTHWEST FROM THE SOUTHWEST EDGE OF THE AIRCRAFT
 MK1246'PARKING APRON, SET IN THE TOP OF A CONCRETE POST APPROXIMATELY
 MK1246'0.15 FEET ABOVE GROUND.
 MK1246
 MK1246                          STATION RECOVERY (1972)
 MK1246
 MK1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MK1246'RECOVERED IN GOOD CONDITION.
 MK1246
 MK1246                          STATION RECOVERY (1976)
 MK1246
 MK1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK1246'RECOVERED IN GOOD CONDITION.
 MK1246
 MK1246                          STATION RECOVERY (1988)
 MK1246
 MK1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 MK1246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0127 ***********************************************************************
 LH0127  DESIGNATION -  L 336
 LH0127  PID         -  LH0127
 LH0127  STATE/COUNTY-  NE/HAMILTON
 LH0127  COUNTRY     -  US
 LH0127  USGS QUAD   -  GILTNER (2017)
 LH0127
 LH0127                         *CURRENT SURVEY CONTROL
 LH0127  ______________________________________________________________________
 LH0127* NAD 83(1986) POSITION- 40 49 44.     (N) 098 10 07.     (W)   SCALED
 LH0127* NAVD 88 ORTHO HEIGHT -   562.391 (meters)     1845.11  (feet) ADJUSTED
 LH0127  ______________________________________________________________________
 LH0127  GEOID HEIGHT    -        -25.377 (meters)                     GEOID18
 LH0127  DYNAMIC HEIGHT  -        562.093 (meters)     1844.13  (feet) COMP
 LH0127  MODELED GRAVITY -    980,077.4   (mgal)                       NAVD 88
 LH0127
 LH0127  VERT ORDER      -  SECOND    CLASS 0
 LH0127
 LH0127.The horizontal coordinates were scaled from a map and have
 LH0127.an estimated accuracy of +/- 6 seconds.
 LH0127
 LH0127.The orthometric height was determined by differential leveling and
 LH0127.adjusted by the NATIONAL GEODETIC SURVEY
 LH0127.in June 1991.
 LH0127
 LH0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0127.GEOID18 height accuracy estimate available here.
 LH0127
 LH0127.Click photographs - Photos may exist for this station.
 LH0127
 LH0127.The dynamic height is computed by dividing the NAVD 88
 LH0127.geopotential number by the normal gravity value computed on the
 LH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0127.degrees latitude (g = 980.6199 gals.).
 LH0127
 LH0127.The modeled gravity was interpolated from observed gravity values.
 LH0127
 LH0127;                    North         East    Units  Estimated Accuracy
 LH0127;SPC NE       -   112,170.      654,430.      MT  (+/- 180 meters Scaled)
 LH0127
 LH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701200(NAD 83)
 LH0127
 LH0127                          SUPERSEDED SURVEY CONTROL
 LH0127
 LH0127  NGVD 29 (??/??/92)  562.155  (m)         1844.34   (f) ADJ UNCH    2 0
 LH0127
 LH0127.Superseded values are not recommended for survey control.
 LH0127
 LH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0127.See file dsdata.pdf to determine how the superseded data were derived.
 LH0127
 LH0127_MARKER: DB = BENCH MARK DISK
 LH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0127_STAMPING: L 336 1950
 LH0127_MARK LOGO: CGS
 LH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0127+STABILITY: SURFACE MOTION
 LH0127
 LH0127  HISTORY     - Date     Condition        Report By
 LH0127  HISTORY     - 1950     MONUMENTED       CGS
 LH0127
 LH0127                          STATION DESCRIPTION
 LH0127
 LH0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0127'6.5 MI SE FROM PHILLIPS.
 LH0127'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0127'FROM THE STATION AT PHILLIPS, THENCE 4.1 MILES SOUTH ALONG A
 LH0127'DIRT ROAD, AT A ROAD INTERSECTION, 39 FEET NORTH OF THE CENTER
 LH0127'LINE OF AN EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER LINE
 LH0127'OF A NORTH AND SOUTH ROAD, 3.6 FEET WEST OF A FENCE, 2.7 FEET
 LH0127'NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE
 LH0127'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1292 ***********************************************************************
 MK1292  DESIGNATION -  L 337
 MK1292  PID         -  MK1292
 MK1292  STATE/COUNTY-  NE/PLATTE
 MK1292  COUNTRY     -  US
 MK1292  USGS QUAD   -  COLUMBUS (2017)
 MK1292
 MK1292                         *CURRENT SURVEY CONTROL
 MK1292  ______________________________________________________________________
 MK1292* NAD 83(1986) POSITION- 41 24 52.     (N) 097 18 38.     (W)   SCALED
 MK1292* NAVD 88 ORTHO HEIGHT -   433.639 (meters)     1422.70  (feet) ADJUSTED
 MK1292  ______________________________________________________________________
 MK1292  GEOID HEIGHT    -        -25.451 (meters)                     GEOID18
 MK1292  DYNAMIC HEIGHT  -        433.450 (meters)     1422.08  (feet) COMP
 MK1292  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 MK1292
 MK1292  VERT ORDER      -  SECOND    CLASS 0
 MK1292
 MK1292.The horizontal coordinates were scaled from a map and have
 MK1292.an estimated accuracy of +/- 6 seconds.
 MK1292
 MK1292.The orthometric height was determined by differential leveling and
 MK1292.adjusted by the NATIONAL GEODETIC SURVEY
 MK1292.in June 1991.
 MK1292
 MK1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1292.GEOID18 height accuracy estimate available here.
 MK1292
 MK1292.Click photographs - Photos may exist for this station.
 MK1292
 MK1292.The dynamic height is computed by dividing the NAVD 88
 MK1292.geopotential number by the normal gravity value computed on the
 MK1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1292.degrees latitude (g = 980.6199 gals.).
 MK1292
 MK1292.The modeled gravity was interpolated from observed gravity values.
 MK1292
 MK1292;                    North         East    Units  Estimated Accuracy
 MK1292;SPC NE       -   179,040.      724,740.      MT  (+/- 180 meters Scaled)
 MK1292
 MK1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL411861(NAD 83)
 MK1292
 MK1292                          SUPERSEDED SURVEY CONTROL
 MK1292
 MK1292  NGVD 29 (??/??/92)  433.459  (m)         1422.11   (f) ADJ UNCH    2 0
 MK1292
 MK1292.Superseded values are not recommended for survey control.
 MK1292
 MK1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1292.See file dsdata.pdf to determine how the superseded data were derived.
 MK1292
 MK1292_MARKER: DB = BENCH MARK DISK
 MK1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1292_STAMPING: L 337 1950
 MK1292_MARK LOGO: CGS
 MK1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1292+STABILITY: SURFACE MOTION
 MK1292
 MK1292  HISTORY     - Date     Condition        Report By
 MK1292  HISTORY     - 1950     MONUMENTED       CGS
 MK1292
 MK1292                          STATION DESCRIPTION
 MK1292
 MK1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1292'2.8 MI SE FROM COLUMBUS.
 MK1292'2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1292'RAILROAD FROM THE STATION AT COLUMBUS, AT A ROAD CROSSING, 0.1
 MK1292'MILE NORTH OF MILEPOST 68, 93 FEET NORTH OF THE NORTHEAST CORNER
 MK1292'OF A STEEL AND WOODEN BRIDGE, 61 FEET SOUTHWEST OF THE SOUTHWEST
 MK1292'CORNER OF RAILROAD TRESTLE 68.09, 29 FEET SOUTH OF THE SOUTH RAIL,
 MK1292'25 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD,
 MK1292'5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.2
 MK1292'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1292'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0469 ***********************************************************************
 NP0469  DESIGNATION -  L 340
 NP0469  PID         -  NP0469
 NP0469  STATE/COUNTY-  NE/SIOUX
 NP0469  COUNTRY     -  US
 NP0469  USGS QUAD   -  HARRISON WEST (2017)
 NP0469
 NP0469                         *CURRENT SURVEY CONTROL
 NP0469  ______________________________________________________________________
 NP0469* NAD 83(1986) POSITION- 42 40 30.     (N) 103 59 30.     (W)   SCALED
 NP0469* NAVD 88 ORTHO HEIGHT -  1471.302 (meters)     4827.10  (feet) ADJUSTED
 NP0469  ______________________________________________________________________
 NP0469  GEOID HEIGHT    -        -15.896 (meters)                     GEOID18
 NP0469  DYNAMIC HEIGHT  -       1470.429 (meters)     4824.23  (feet) COMP
 NP0469  MODELED GRAVITY -    979,975.5   (mgal)                       NAVD 88
 NP0469
 NP0469  VERT ORDER      -  FIRST     CLASS II
 NP0469
 NP0469.The horizontal coordinates were scaled from a map and have
 NP0469.an estimated accuracy of +/- 6 seconds.
 NP0469
 NP0469.The orthometric height was determined by differential leveling and
 NP0469.adjusted by the NATIONAL GEODETIC SURVEY
 NP0469.in June 1991.
 NP0469
 NP0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0469.GEOID18 height accuracy estimate available here.
 NP0469
 NP0469.Click photographs - Photos may exist for this station.
 NP0469
 NP0469.The dynamic height is computed by dividing the NAVD 88
 NP0469.geopotential number by the normal gravity value computed on the
 NP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0469.degrees latitude (g = 980.6199 gals.).
 NP0469
 NP0469.The modeled gravity was interpolated from observed gravity values.
 NP0469
 NP0469;                    North         East    Units  Estimated Accuracy
 NP0469;SPC NE       -   323,070.      172,970.      MT  (+/- 180 meters Scaled)
 NP0469
 NP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH826252(NAD 83)
 NP0469
 NP0469                          SUPERSEDED SURVEY CONTROL
 NP0469
 NP0469  NGVD 29 (??/??/92) 1470.602  (m)         4824.80   (f) ADJ UNCH    1 2
 NP0469
 NP0469.Superseded values are not recommended for survey control.
 NP0469
 NP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0469.See file dsdata.pdf to determine how the superseded data were derived.
 NP0469
 NP0469_MARKER: DB = BENCH MARK DISK
 NP0469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0469_SP_SET: CULVERT HEADWALL
 NP0469_STAMPING: L 340 1954
 NP0469_MARK LOGO: CGS
 NP0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0469+STABILITY: SURFACE MOTION
 NP0469
 NP0469  HISTORY     - Date     Condition        Report By
 NP0469  HISTORY     - 1954     MONUMENTED       CGS
 NP0469
 NP0469                          STATION DESCRIPTION
 NP0469
 NP0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0469'5.8 MI W FROM HARRISON.
 NP0469'5.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0469'FROM THE STATION AT HARRISON, 7 POLES WEST OF MILEPOST 466,
 NP0469'12.5 FEET SOUTH OF THE SOUTH RAIL, 4 FEET BELOW THE TOP OF THE
 NP0469'RAILS, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF
 NP0469'A CONCRETE CULVERT.  IN SECTION 10, TOWNSHIP 31 NORTH, RANGE
 NP0469'57 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0437 ***********************************************************************
 NP0437  DESIGNATION -  L 341
 NP0437  PID         -  NP0437
 NP0437  STATE/COUNTY-  NE/SIOUX
 NP0437  COUNTRY     -  US
 NP0437  USGS QUAD   -  GLEN (2017)
 NP0437
 NP0437                         *CURRENT SURVEY CONTROL
 NP0437  ______________________________________________________________________
 NP0437* NAD 83(1986) POSITION- 42 37 00.     (N) 103 33 48.     (W)   SCALED
 NP0437* NAVD 88 ORTHO HEIGHT -  1214.489 (meters)     3984.54  (feet) ADJUSTED
 NP0437  ______________________________________________________________________
 NP0437  GEOID HEIGHT    -        -17.208 (meters)                     GEOID18
 NP0437  DYNAMIC HEIGHT  -       1213.797 (meters)     3982.27  (feet) COMP
 NP0437  MODELED GRAVITY -    980,009.2   (mgal)                       NAVD 88
 NP0437
 NP0437  VERT ORDER      -  FIRST     CLASS II
 NP0437
 NP0437.The horizontal coordinates were scaled from a map and have
 NP0437.an estimated accuracy of +/- 6 seconds.
 NP0437
 NP0437.The orthometric height was determined by differential leveling and
 NP0437.adjusted by the NATIONAL GEODETIC SURVEY
 NP0437.in June 1991.
 NP0437
 NP0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0437.GEOID18 height accuracy estimate available here.
 NP0437
 NP0437.Click photographs - Photos may exist for this station.
 NP0437
 NP0437.The dynamic height is computed by dividing the NAVD 88
 NP0437.geopotential number by the normal gravity value computed on the
 NP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0437.degrees latitude (g = 980.6199 gals.).
 NP0437
 NP0437.The modeled gravity was interpolated from observed gravity values.
 NP0437
 NP0437;                    North         East    Units  Estimated Accuracy
 NP0437;SPC NE       -   315,060.      207,770.      MT  (+/- 180 meters Scaled)
 NP0437
 NP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH178192(NAD 83)
 NP0437
 NP0437                          SUPERSEDED SURVEY CONTROL
 NP0437
 NP0437  NGVD 29 (??/??/92) 1213.854  (m)         3982.45   (f) ADJ UNCH    1 2
 NP0437
 NP0437.Superseded values are not recommended for survey control.
 NP0437
 NP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0437.See file dsdata.pdf to determine how the superseded data were derived.
 NP0437
 NP0437_MARKER: DB = BENCH MARK DISK
 NP0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0437_STAMPING: L 341 1954
 NP0437_MARK LOGO: CGS
 NP0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0437+STABILITY: SURFACE MOTION
 NP0437
 NP0437  HISTORY     - Date     Condition        Report By
 NP0437  HISTORY     - 1954     MONUMENTED       CGS
 NP0437
 NP0437                          STATION DESCRIPTION
 NP0437
 NP0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0437'9.5 MI SW FROM CRAWFORD.
 NP0437'9.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0437'FROM THE STATION AT CRAWFORD, 2 POLES EAST OF MILEPOST 442, 149
 NP0437'FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 40 FEET NORTH
 NP0437'OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 NP0437'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0437'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0144 ***********************************************************************
 NP0144  DESIGNATION -  L 342
 NP0144  PID         -  NP0144
 NP0144  STATE/COUNTY-  NE/BOX BUTTE
 NP0144  COUNTRY     -  US
 NP0144  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0144
 NP0144                         *CURRENT SURVEY CONTROL
 NP0144  ______________________________________________________________________
 NP0144* NAD 83(1986) POSITION- 42 09 54.     (N) 102 56 17.     (W)   SCALED
 NP0144* NAVD 88 ORTHO HEIGHT -  1235.308 (meters)     4052.84  (feet) ADJUSTED
 NP0144  ______________________________________________________________________
 NP0144  GEOID HEIGHT    -        -18.545 (meters)                     GEOID18
 NP0144  DYNAMIC HEIGHT  -       1234.587 (meters)     4050.47  (feet) COMP
 NP0144  MODELED GRAVITY -    979,995.8   (mgal)                       NAVD 88
 NP0144
 NP0144  VERT ORDER      -  FIRST     CLASS II
 NP0144
 NP0144.The horizontal coordinates were scaled from a map and have
 NP0144.an estimated accuracy of +/- 6 seconds.
 NP0144
 NP0144.The orthometric height was determined by differential leveling and
 NP0144.adjusted by the NATIONAL GEODETIC SURVEY
 NP0144.in June 1991.
 NP0144
 NP0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0144.GEOID18 height accuracy estimate available here.
 NP0144
 NP0144.Click photographs - Photos may exist for this station.
 NP0144
 NP0144.The dynamic height is computed by dividing the NAVD 88
 NP0144.geopotential number by the normal gravity value computed on the
 NP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0144.degrees latitude (g = 980.6199 gals.).
 NP0144
 NP0144.The modeled gravity was interpolated from observed gravity values.
 NP0144
 NP0144;                    North         East    Units  Estimated Accuracy
 NP0144;SPC NE       -   263,000.      257,320.      MT  (+/- 180 meters Scaled)
 NP0144
 NP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG703701(NAD 83)
 NP0144
 NP0144                          SUPERSEDED SURVEY CONTROL
 NP0144
 NP0144  NGVD 29 (??/??/92) 1234.717  (m)         4050.90   (f) ADJ UNCH    1 2
 NP0144
 NP0144.Superseded values are not recommended for survey control.
 NP0144
 NP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0144.See file dsdata.pdf to determine how the superseded data were derived.
 NP0144
 NP0144_MARKER: DB = BENCH MARK DISK
 NP0144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0144_SP_SET: CONCRETE PIER
 NP0144_STAMPING: L 342 1956
 NP0144_MARK LOGO: CGS
 NP0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0144
 NP0144  HISTORY     - Date     Condition        Report By
 NP0144  HISTORY     - 1956     MONUMENTED       CGS
 NP0144  HISTORY     - 1985     GOOD             NGS
 NP0144
 NP0144                          STATION DESCRIPTION
 NP0144
 NP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0144'6.2 MI NW FROM ALLIANCE.
 NP0144'6.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0144'RAILROAD FROM THE STATION AT ALLIANCE, 14 POLES SOUTHEAST OF
 NP0144'MILEPOST 372, 79 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0144'HIGHWAY 2, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 NP0144'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 NP0144'END OF THE CENTER PIER OF A SMALL CONCRETE BRIDGE, IN THE
 NP0144'SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0144
 NP0144                          STATION RECOVERY (1985)
 NP0144
 NP0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0144'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT.
 NP0144'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.  BENCH
 NP0144'MARK NOW IS 32.0 METERS (105 FT) NORTHEAST OF THE CENTER OF STATE
 NP0144'HIGHWAY 2 AND 0.32 KM (0.2 MI) SOUTHEAST OF A ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0528 ***********************************************************************
 NP0528  DESIGNATION -  L 343 RESET
 NP0528  PID         -  NP0528
 NP0528  STATE/COUNTY-  NE/DAWES
 NP0528  COUNTRY     -  US
 NP0528  USGS QUAD   -  BELMONT (2017)
 NP0528
 NP0528                         *CURRENT SURVEY CONTROL
 NP0528  ______________________________________________________________________
 NP0528* NAD 83(1986) POSITION- 42 31 43.     (N) 103 20 42.     (W)   SCALED
 NP0528* NAVD 88 ORTHO HEIGHT -  1344.370 (meters)     4410.65  (feet) ADJUSTED
 NP0528  ______________________________________________________________________
 NP0528  GEOID HEIGHT    -        -17.839 (meters)                     GEOID18
 NP0528  DYNAMIC HEIGHT  -       1343.561 (meters)     4408.00  (feet) COMP
 NP0528  MODELED GRAVITY -    979,973.1   (mgal)                       NAVD 88
 NP0528
 NP0528  VERT ORDER      -  FIRST     CLASS II
 NP0528
 NP0528.The horizontal coordinates were scaled from a map and have
 NP0528.an estimated accuracy of +/- 6 seconds.
 NP0528
 NP0528.The orthometric height was determined by differential leveling and
 NP0528.adjusted by the NATIONAL GEODETIC SURVEY
 NP0528.in June 1991.
 NP0528
 NP0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0528.GEOID18 height accuracy estimate available here.
 NP0528
 NP0528.Click photographs - Photos may exist for this station.
 NP0528
 NP0528.The dynamic height is computed by dividing the NAVD 88
 NP0528.geopotential number by the normal gravity value computed on the
 NP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0528.degrees latitude (g = 980.6199 gals.).
 NP0528
 NP0528.The modeled gravity was interpolated from observed gravity values.
 NP0528
 NP0528;                    North         East    Units  Estimated Accuracy
 NP0528;SPC NE       -   304,580.      225,290.      MT  (+/- 180 meters Scaled)
 NP0528
 NP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH359097(NAD 83)
 NP0528
 NP0528                          SUPERSEDED SURVEY CONTROL
 NP0528
 NP0528.No superseded survey control is available for this station.
 NP0528
 NP0528_MARKER: DV = VERTICAL CONTROL DISK
 NP0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0528_SP_SET: WINGWALL
 NP0528_STAMPING: L 343 RESET 1978
 NP0528_MARK LOGO: NGS
 NP0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0528+STABILITY: SURFACE MOTION
 NP0528
 NP0528  HISTORY     - Date     Condition        Report By
 NP0528  HISTORY     - 1978     MONUMENTED       BNRR
 NP0528  HISTORY     - 1985     GOOD             NGS
 NP0528
 NP0528                          STATION DESCRIPTION
 NP0528
 NP0528'DESCRIBED BY BURLINGTON NORTHERN RR 1978
 NP0528'7.5 MI NW FROM MARSLAND.
 NP0528'7.5 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 NP0528'STATION SIGN IN MARSLAND, 10.3 FEET NORTHEAST OF THE NORTHEAST RAIL
 NP0528'IN TOP OF THE SOUTHEAST END OF THE NORTHEAST WING WALL OF ACONCRETE
 NP0528'CULVERT.
 NP0528'THE MARK IS 1.5 FT BELOW TRACKS.
 NP0528
 NP0528                          STATION RECOVERY (1985)
 NP0528
 NP0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0528'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0528'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0528'OFFICE AT MARSHLAND, THENCE 11.75 KM (7.30 MI) NORTHWEST ALONG THE
 NP0528'BURLINGTON NORTHERN RAILROAD, IN TOP OF THE SOUTHEAST WINGWALL OF THE
 NP0528'NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE TRACKS, FOUR POWER
 NP0528'LINE POLES NORTHWEST OF MILEPOLE 408, 12.29 METERS (6 FT) NORTHEAST OF
 NP0528'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS AND 2.32 METERS
 NP0528'(7.6 FT) SOUTHEAST OF CBQRR BENCH MARK 408.08.
 NP0528'THE MARK IS 0.45 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0143 ***********************************************************************
 MN0143  DESIGNATION -  L 344
 MN0143  PID         -  MN0143
 MN0143  STATE/COUNTY-  NE/MORRILL
 MN0143  COUNTRY     -  US
 MN0143  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0143
 MN0143                         *CURRENT SURVEY CONTROL
 MN0143  ______________________________________________________________________
 MN0143* NAD 83(1986) POSITION- 41 41 58.     (N) 103 08 17.     (W)   SCALED
 MN0143* NAVD 88 ORTHO HEIGHT -  1124.147 (meters)     3688.14  (feet) ADJUSTED
 MN0143  ______________________________________________________________________
 MN0143  GEOID HEIGHT    -        -19.458 (meters)                     GEOID18
 MN0143  DYNAMIC HEIGHT  -       1123.443 (meters)     3685.83  (feet) COMP
 MN0143  MODELED GRAVITY -    979,958.4   (mgal)                       NAVD 88
 MN0143
 MN0143  VERT ORDER      -  FIRST     CLASS II
 MN0143
 MN0143.The horizontal coordinates were scaled from a map and have
 MN0143.an estimated accuracy of +/- 6 seconds.
 MN0143
 MN0143.The orthometric height was determined by differential leveling and
 MN0143.adjusted by the NATIONAL GEODETIC SURVEY
 MN0143.in June 1991.
 MN0143
 MN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0143.GEOID18 height accuracy estimate available here.
 MN0143
 MN0143.Click photographs - Photos may exist for this station.
 MN0143
 MN0143.The dynamic height is computed by dividing the NAVD 88
 MN0143.geopotential number by the normal gravity value computed on the
 MN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0143.degrees latitude (g = 980.6199 gals.).
 MN0143
 MN0143.The modeled gravity was interpolated from observed gravity values.
 MN0143
 MN0143;                    North         East    Units  Estimated Accuracy
 MN0143;SPC NE       -   211,920.      238,940.      MT  (+/- 180 meters Scaled)
 MN0143
 MN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG549180(NAD 83)
 MN0143
 MN0143                          SUPERSEDED SURVEY CONTROL
 MN0143
 MN0143  NGVD 29 (??/??/92) 1123.584  (m)         3686.29   (f) ADJ UNCH    1 2
 MN0143
 MN0143.Superseded values are not recommended for survey control.
 MN0143
 MN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0143.See file dsdata.pdf to determine how the superseded data were derived.
 MN0143
 MN0143_MARKER: DB = BENCH MARK DISK
 MN0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0143_SP_SET: CONCRETE BASE
 MN0143_STAMPING: L 344 1956
 MN0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0143
 MN0143  HISTORY     - Date     Condition        Report By
 MN0143  HISTORY     - 1956     MONUMENTED       CGS
 MN0143
 MN0143                          STATION DESCRIPTION
 MN0143
 MN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0143'4.1 MI NW FROM BRIDGEPORT.
 MN0143'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0143'FROM THE STATION AT BRIDGEPORT, THENCE 1.4 MILES NORTHWEST ALONG
 MN0143'A CRUSHED ROCK ROAD, THENCE 0.3 MILE SOUTH ALONG A ROAD LEADING
 MN0143'TO THE BEYERS AIRPORT, 5.8 FEET NORTH OF THE NORTHEAST CORNER
 MN0143'OF THE NORTH HANGAR, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 MN0143'NORTH END OF THE CONCRETE BASE OF THE DOOR TRACK OF THE NORTH
 MN0143'HANGAR, IN THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 20 NORTH,
 MN0143'RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0129 ***********************************************************************
 NO0129  DESIGNATION -  L 346
 NO0129  PID         -  NO0129
 NO0129  STATE/COUNTY-  NE/CHERRY
 NO0129  COUNTRY     -  US
 NO0129  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0129
 NO0129                         *CURRENT SURVEY CONTROL
 NO0129  ______________________________________________________________________
 NO0129* NAD 83(1986) POSITION- 42 52 11.     (N) 100 35 28.     (W)   SCALED
 NO0129* NAVD 88 ORTHO HEIGHT -   795.685 (meters)     2610.51  (feet) ADJUSTED
 NO0129  ______________________________________________________________________
 NO0129  GEOID HEIGHT    -        -21.768 (meters)                     GEOID18
 NO0129  DYNAMIC HEIGHT  -        795.368 (meters)     2609.47  (feet) COMP
 NO0129  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 NO0129
 NO0129  VERT ORDER      -  FIRST     CLASS II
 NO0129
 NO0129.The horizontal coordinates were scaled from a map and have
 NO0129.an estimated accuracy of +/- 6 seconds.
 NO0129
 NO0129.The orthometric height was determined by differential leveling and
 NO0129.adjusted by the NATIONAL GEODETIC SURVEY
 NO0129.in June 1991.
 NO0129
 NO0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0129.GEOID18 height accuracy estimate available here.
 NO0129
 NO0129.Click photographs - Photos may exist for this station.
 NO0129
 NO0129.The dynamic height is computed by dividing the NAVD 88
 NO0129.geopotential number by the normal gravity value computed on the
 NO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0129.degrees latitude (g = 980.6199 gals.).
 NO0129
 NO0129.The modeled gravity was interpolated from observed gravity values.
 NO0129
 NO0129;                    North         East    Units  Estimated Accuracy
 NO0129;SPC NE       -   337,310.      451,700.      MT  (+/- 180 meters Scaled)
 NO0129
 NO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN700475(NAD 83)
 NO0129
 NO0129                          SUPERSEDED SURVEY CONTROL
 NO0129
 NO0129  NGVD 29 (??/??/92)  795.398  (m)         2609.57   (f) ADJ UNCH    1 2
 NO0129
 NO0129.Superseded values are not recommended for survey control.
 NO0129
 NO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0129.See file dsdata.pdf to determine how the superseded data were derived.
 NO0129
 NO0129_MARKER: DB = BENCH MARK DISK
 NO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0129_STAMPING: L 346 1957
 NO0129_MARK LOGO: CGS
 NO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0129+STABILITY: SURFACE MOTION
 NO0129
 NO0129  HISTORY     - Date     Condition        Report By
 NO0129  HISTORY     - 1957     MONUMENTED       CGS
 NO0129
 NO0129                          STATION DESCRIPTION
 NO0129
 NO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0129'2.2 MI W FROM VALENTINE.
 NO0129'ABOUT 2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0129'FROM THE STATION AT VALENTINE, IN SECTION 34, T. 34 N., R. 28 W.,
 NO0129'5 FEET EAST OF THE TENTH POLE EAST OF MILE POST 271, 43 FEET SOUTH
 NO0129'OF THE SOUTH RAIL, 54 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF
 NO0129'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE RAIL AND IN
 NO0129'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0222 ***********************************************************************
 NO0222  DESIGNATION -  L 347
 NO0222  PID         -  NO0222
 NO0222  STATE/COUNTY-  NE/CHERRY
 NO0222  COUNTRY     -  US
 NO0222  USGS QUAD   -  CODY WEST (2017)
 NO0222
 NO0222                         *CURRENT SURVEY CONTROL
 NO0222  ______________________________________________________________________
 NO0222* NAD 83(1986) POSITION- 42 56 30.     (N) 101 20 04.     (W)   SCALED
 NO0222* NAVD 88 ORTHO HEIGHT -   956.695 (meters)     3138.76  (feet) ADJUSTED
 NO0222  ______________________________________________________________________
 NO0222  GEOID HEIGHT    -        -20.152 (meters)                     GEOID18
 NO0222  DYNAMIC HEIGHT  -        956.290 (meters)     3137.43  (feet) COMP
 NO0222  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 NO0222
 NO0222  VERT ORDER      -  FIRST     CLASS II
 NO0222
 NO0222.The horizontal coordinates were scaled from a map and have
 NO0222.an estimated accuracy of +/- 6 seconds.
 NO0222
 NO0222.The orthometric height was determined by differential leveling and
 NO0222.adjusted by the NATIONAL GEODETIC SURVEY
 NO0222.in June 1991.
 NO0222
 NO0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0222.GEOID18 height accuracy estimate available here.
 NO0222
 NO0222.Click photographs - Photos may exist for this station.
 NO0222
 NO0222.The dynamic height is computed by dividing the NAVD 88
 NO0222.geopotential number by the normal gravity value computed on the
 NO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0222.degrees latitude (g = 980.6199 gals.).
 NO0222
 NO0222.The modeled gravity was interpolated from observed gravity values.
 NO0222
 NO0222;                    North         East    Units  Estimated Accuracy
 NO0222;SPC NE       -   345,980.      391,090.      MT  (+/- 180 meters Scaled)
 NO0222
 NO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN095569(NAD 83)
 NO0222
 NO0222                          SUPERSEDED SURVEY CONTROL
 NO0222
 NO0222  NGVD 29 (??/??/92)  956.315  (m)         3137.51   (f) ADJ UNCH    1 2
 NO0222
 NO0222.Superseded values are not recommended for survey control.
 NO0222
 NO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0222.See file dsdata.pdf to determine how the superseded data were derived.
 NO0222
 NO0222_MARKER: DB = BENCH MARK DISK
 NO0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0222_STAMPING: L 347 1957
 NO0222_MARK LOGO: CGS
 NO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0222+STABILITY: SURFACE MOTION
 NO0222
 NO0222  HISTORY     - Date     Condition        Report By
 NO0222  HISTORY     - 1957     MONUMENTED       CGS
 NO0222
 NO0222                          STATION DESCRIPTION
 NO0222
 NO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0222'4.7 MI W FROM CODY.
 NO0222'ABOUT 4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0222'FROM THE STATION AT CODY, IN SECTION 9, T. 34 N., R. 34 W., 23
 NO0222'FEET SOUTHEAST OF MILEPOST 312, 52 FEET SOUTH OF THE SOUTH RAIL,
 NO0222'102 FEET WEST OF THE CENTER LINE OF A RANCH ROAD, 120 FEET SOUTHWEST
 NO0222'OF THE CENTER OF THE CROSSING, 6 FEET WEST OF A FENCE CORNER, 2
 NO0222'FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 NO0222'POST, 3 FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0222'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0224 ***********************************************************************
 NP0224  DESIGNATION -  L 348
 NP0224  PID         -  NP0224
 NP0224  STATE/COUNTY-  NE/DAWES
 NP0224  COUNTRY     -  US
 NP0224  USGS QUAD   -  CHADRON EAST (2017)
 NP0224
 NP0224                         *CURRENT SURVEY CONTROL
 NP0224  ______________________________________________________________________
 NP0224* NAD 83(1986) POSITION- 42 49 09.31   (N) 102 54 35.56   (W)   HD_HELD1
 NP0224* NAVD 88 ORTHO HEIGHT -  1048.508 (meters)     3439.98  (feet) ADJUSTED
 NP0224  ______________________________________________________________________
 NP0224  GEOID HEIGHT    -        -17.986 (meters)                     GEOID18
 NP0224  DYNAMIC HEIGHT  -       1047.996 (meters)     3438.30  (feet) COMP
 NP0224  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 NP0224
 NP0224  VERT ORDER      -  FIRST     CLASS II
 NP0224
 NP0224.The horizontal coordinates were determined by differentially corrected
 NP0224.hand held GPS observations or other comparable positioning techniques
 NP0224.and have an estimated accuracy of +/- 3 meters.
 NP0224
 NP0224.The orthometric height was determined by differential leveling and
 NP0224.adjusted by the NATIONAL GEODETIC SURVEY
 NP0224.in June 1991.
 NP0224
 NP0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0224.GEOID18 height accuracy estimate available here.
 NP0224
 NP0224.Click photographs - Photos may exist for this station.
 NP0224
 NP0224.The dynamic height is computed by dividing the NAVD 88
 NP0224.geopotential number by the normal gravity value computed on the
 NP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0224.degrees latitude (g = 980.6199 gals.).
 NP0224
 NP0224.The modeled gravity was interpolated from observed gravity values.
 NP0224
 NP0224;                    North         East    Units  Estimated Accuracy
 NP0224;SPC NE       -   335,546.5     262,094.9     MT  (+/- 3 meters HH1 GPS) 
 NP0224
 NP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7086342862(NAD 83)
 NP0224
 NP0224                          SUPERSEDED SURVEY CONTROL
 NP0224
 NP0224  NGVD 29 (??/??/92) 1047.977  (m)         3438.24   (f) ADJ UNCH    1 2
 NP0224
 NP0224.Superseded values are not recommended for survey control.
 NP0224
 NP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0224.See file dsdata.pdf to determine how the superseded data were derived.
 NP0224
 NP0224_MARKER: DB = BENCH MARK DISK
 NP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0224_STAMPING: L 348 1957
 NP0224_MARK LOGO: CGS
 NP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0224+STABILITY: SURFACE MOTION
 NP0224
 NP0224  HISTORY     - Date     Condition        Report By
 NP0224  HISTORY     - 1957     MONUMENTED       CGS
 NP0224
 NP0224                          STATION DESCRIPTION
 NP0224
 NP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0224'4.6 MI E FROM CHADRON.
 NP0224'ABOUT 4.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0224'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 19, T. 33 N.,
 NP0224'R. 47 W., 8 FEET EAST-SOUTHEAST OF THE TWELFTH POLE EAST OF
 NP0224'MILEPOST 402, 0.15 MILE EAST OF THE JUNCTION OF A ROAD NORTH,
 NP0224'38 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 57 FEET WEST-SOUTHWEST OF
 NP0224'THE CENTER OF A ROAD CROSSING, 58 FEET NORTH-NORTHEAST OF A FENCE
 NP0224'LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NP0224'WITH THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 NP0224'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0255 ***********************************************************************
 NP0255  DESIGNATION -  L 349
 NP0255  PID         -  NP0255
 NP0255  STATE/COUNTY-  NE/DAWES
 NP0255  COUNTRY     -  US
 NP0255  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0255
 NP0255                         *CURRENT SURVEY CONTROL
 NP0255  ______________________________________________________________________
 NP0255* NAD 83(1986) POSITION- 42 48 38.     (N) 103 13 02.     (W)   SCALED
 NP0255* NAVD 88 ORTHO HEIGHT -  1023.322 (meters)     3357.35  (feet) ADJUSTED
 NP0255  ______________________________________________________________________
 NP0255  GEOID HEIGHT    -        -17.815 (meters)                     GEOID18
 NP0255  DYNAMIC HEIGHT  -       1022.805 (meters)     3355.65  (feet) COMP
 NP0255  MODELED GRAVITY -    980,081.8   (mgal)                       NAVD 88
 NP0255
 NP0255  VERT ORDER      -  FIRST     CLASS II
 NP0255
 NP0255.The horizontal coordinates were scaled from a map and have
 NP0255.an estimated accuracy of +/- 6 seconds.
 NP0255
 NP0255.The orthometric height was determined by differential leveling and
 NP0255.adjusted by the NATIONAL GEODETIC SURVEY
 NP0255.in June 1991.
 NP0255
 NP0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0255.GEOID18 height accuracy estimate available here.
 NP0255
 NP0255.Click photographs - Photos may exist for this station.
 NP0255
 NP0255.The dynamic height is computed by dividing the NAVD 88
 NP0255.geopotential number by the normal gravity value computed on the
 NP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0255.degrees latitude (g = 980.6199 gals.).
 NP0255
 NP0255.The modeled gravity was interpolated from observed gravity values.
 NP0255
 NP0255;                    North         East    Units  Estimated Accuracy
 NP0255;SPC NE       -   335,470.      236,940.      MT  (+/- 180 meters Scaled)
 NP0255
 NP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH457413(NAD 83)
 NP0255
 NP0255                          SUPERSEDED SURVEY CONTROL
 NP0255
 NP0255  NGVD 29 (??/??/92) 1022.762  (m)         3355.51   (f) ADJ UNCH    1 2
 NP0255
 NP0255.Superseded values are not recommended for survey control.
 NP0255
 NP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0255.See file dsdata.pdf to determine how the superseded data were derived.
 NP0255
 NP0255_MARKER: DB = BENCH MARK DISK
 NP0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0255_SP_SET: BRIDGE ABUTMENT
 NP0255_STAMPING: L 349 1957
 NP0255_MARK LOGO: CGS
 NP0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0255
 NP0255  HISTORY     - Date     Condition        Report By
 NP0255  HISTORY     - 1957     MONUMENTED       CGS
 NP0255
 NP0255                          STATION DESCRIPTION
 NP0255
 NP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0255'2.8 MI NE FROM WHITNEY.
 NP0255'ABOUT 2.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0255'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 28, T. 33 N.,
 NP0255'R. 50 W., 88 FEET NORTHEAST OF MILEPOST 419, 6 1/2 FEET SOUTHEAST
 NP0255'OF THE SOUTHEAST RAIL, 1 FOOT LOWER THAN THE RAIL AND IN THE
 NP0255'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE 684.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0323 ***********************************************************************
 NP0323  DESIGNATION -  L 35
 NP0323  PID         -  NP0323
 NP0323  STATE/COUNTY-  NE/DAWES
 NP0323  COUNTRY     -  US
 NP0323  USGS QUAD   -  WAYSIDE (2017)
 NP0323
 NP0323                         *CURRENT SURVEY CONTROL
 NP0323  ______________________________________________________________________
 NP0323* NAD 83(1986) POSITION- 42 56 25.     (N) 103 12 04.     (W)   SCALED
 NP0323* NAVD 88 ORTHO HEIGHT -  1064.237 (meters)     3491.58  (feet) ADJUSTED
 NP0323  ______________________________________________________________________
 NP0323  GEOID HEIGHT    -        -17.450 (meters)                     GEOID18
 NP0323  DYNAMIC HEIGHT  -       1063.734 (meters)     3489.93  (feet) COMP
 NP0323  MODELED GRAVITY -    980,111.5   (mgal)                       NAVD 88
 NP0323
 NP0323  VERT ORDER      -  SECOND    CLASS 0
 NP0323
 NP0323.The horizontal coordinates were scaled from a map and have
 NP0323.an estimated accuracy of +/- 6 seconds.
 NP0323
 NP0323.The orthometric height was determined by differential leveling and
 NP0323.adjusted by the NATIONAL GEODETIC SURVEY
 NP0323.in June 1991.
 NP0323
 NP0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0323.GEOID18 height accuracy estimate available here.
 NP0323
 NP0323.Click photographs - Photos may exist for this station.
 NP0323
 NP0323.The dynamic height is computed by dividing the NAVD 88
 NP0323.geopotential number by the normal gravity value computed on the
 NP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0323.degrees latitude (g = 980.6199 gals.).
 NP0323
 NP0323.The modeled gravity was interpolated from observed gravity values.
 NP0323
 NP0323;                    North         East    Units  Estimated Accuracy
 NP0323;SPC NE       -   349,820.      238,790.      MT  (+/- 180 meters Scaled)
 NP0323
 NP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH467557(NAD 83)
 NP0323
 NP0323                          SUPERSEDED SURVEY CONTROL
 NP0323
 NP0323  NGVD 29 (??/??/92) 1063.679  (m)         3489.75   (f) ADJ UNCH    2 0
 NP0323
 NP0323.Superseded values are not recommended for survey control.
 NP0323
 NP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0323.See file dsdata.pdf to determine how the superseded data were derived.
 NP0323
 NP0323_MARKER: DB = BENCH MARK DISK
 NP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0323_STAMPING: L 35 1934
 NP0323_MARK LOGO: CGS
 NP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0323+STABILITY: SURFACE MOTION
 NP0323
 NP0323  HISTORY     - Date     Condition        Report By
 NP0323  HISTORY     - 1934     MONUMENTED       CGS
 NP0323  HISTORY     - 1957     GOOD             CGS
 NP0323
 NP0323                          STATION DESCRIPTION
 NP0323
 NP0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0323'4 MI SE FROM WAYSIDE.
 NP0323'ABOUT 4.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0323'RAILWAY FROM THE STATION AT WAYSIDE, IN SECTION 10, T.34 N.,
 NP0323'R.50 W., 1 1/2 POLES NORTHWEST OF MILEPOST 8, 92 FEET NORTHEAST
 NP0323'OF THE NORTHEAST RAIL, 9 1/2 RAILS NORTHWEST OF A CULVERT,
 NP0323'5 1/2 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 NP0323'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 NP0323'POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0330 ***********************************************************************
 NO0330  DESIGNATION -  L 350
 NO0330  PID         -  NO0330
 NO0330  STATE/COUNTY-  NE/CHERRY
 NO0330  COUNTRY     -  US
 NO0330  USGS QUAD   -  IRWIN (2017)
 NO0330
 NO0330                         *CURRENT SURVEY CONTROL
 NO0330  ______________________________________________________________________
 NO0330* NAD 83(1986) POSITION- 42 53 13.     (N) 101 55 17.     (W)   SCALED
 NO0330* NAVD 88 ORTHO HEIGHT -  1042.520 (meters)     3420.33  (feet) ADJUSTED
 NO0330  ______________________________________________________________________
 NO0330  GEOID HEIGHT    -        -18.983 (meters)                     GEOID18
 NO0330  DYNAMIC HEIGHT  -       1042.044 (meters)     3418.77  (feet) COMP
 NO0330  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 NO0330
 NO0330  VERT ORDER      -  FIRST     CLASS II
 NO0330
 NO0330.The horizontal coordinates were scaled from a map and have
 NO0330.an estimated accuracy of +/- 6 seconds.
 NO0330
 NO0330.The orthometric height was determined by differential leveling and
 NO0330.adjusted by the NATIONAL GEODETIC SURVEY
 NO0330.in June 1991.
 NO0330
 NO0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0330.GEOID18 height accuracy estimate available here.
 NO0330
 NO0330.Click photographs - Photos may exist for this station.
 NO0330
 NO0330.The dynamic height is computed by dividing the NAVD 88
 NO0330.geopotential number by the normal gravity value computed on the
 NO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0330.degrees latitude (g = 980.6199 gals.).
 NO0330
 NO0330.The modeled gravity was interpolated from observed gravity values.
 NO0330
 NO0330;                    North         East    Units  Estimated Accuracy
 NO0330;SPC NE       -   340,810.      343,060.      MT  (+/- 180 meters Scaled)
 NO0330
 NO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN614524(NAD 83)
 NO0330
 NO0330                          SUPERSEDED SURVEY CONTROL
 NO0330
 NO0330  NGVD 29 (??/??/92) 1042.068  (m)         3418.85   (f) ADJ UNCH    1 2
 NO0330
 NO0330.Superseded values are not recommended for survey control.
 NO0330
 NO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0330.See file dsdata.pdf to determine how the superseded data were derived.
 NO0330
 NO0330_MARKER: DB = BENCH MARK DISK
 NO0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0330_STAMPING: L 350 1957
 NO0330_MARK LOGO: CGS
 NO0330_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0330
 NO0330  HISTORY     - Date     Condition        Report By
 NO0330  HISTORY     - 1957     MONUMENTED       CGS
 NO0330
 NO0330                          STATION DESCRIPTION
 NO0330
 NO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0330'11.9 MI W FROM MERRIMAN.
 NO0330'ABOUT 11.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0330'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0330'33., ON THE WEST SIDE OF A SMALL SANDY KNOLL, IN LINE
 NO0330'WITH A ROW OF TELEPHONE POLES, 63 1/2 FEET EAST OF MILEPOST
 NO0330'344, 39 FEET SOUTH OF THE SOUTH RAIL, 7 1/2 FEET NORTH OF THE
 NO0330'SOUTH RIGHT OF WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NO0330'POST, ABOUT 3 FEET ABOVE THE TOP OF THE RAILS, A DISK BRAZED
 NO0330'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0021 ***********************************************************************
 NP0021  DESIGNATION -  L 351
 NP0021  PID         -  NP0021
 NP0021  STATE/COUNTY-  NE/SHERIDAN
 NP0021  COUNTRY     -  US
 NP0021  USGS QUAD   -  GORDON (2017)
 NP0021
 NP0021                         *CURRENT SURVEY CONTROL
 NP0021  ______________________________________________________________________
 NP0021* NAD 83(1986) POSITION- 42 47 57.     (N) 102 14 33.     (W)   SCALED
 NP0021* NAVD 88 ORTHO HEIGHT -  1100.533 (meters)     3610.67  (feet) ADJUSTED
 NP0021  ______________________________________________________________________
 NP0021  GEOID HEIGHT    -        -18.360 (meters)                     GEOID18
 NP0021  DYNAMIC HEIGHT  -       1100.012 (meters)     3608.96  (feet) COMP
 NP0021  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 NP0021
 NP0021  VERT ORDER      -  FIRST     CLASS II
 NP0021
 NP0021.The horizontal coordinates were scaled from a map and have
 NP0021.an estimated accuracy of +/- 6 seconds.
 NP0021
 NP0021.The orthometric height was determined by differential leveling and
 NP0021.adjusted by the NATIONAL GEODETIC SURVEY
 NP0021.in June 1991.
 NP0021
 NP0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0021.GEOID18 height accuracy estimate available here.
 NP0021
 NP0021.Click photographs - Photos may exist for this station.
 NP0021
 NP0021.The dynamic height is computed by dividing the NAVD 88
 NP0021.geopotential number by the normal gravity value computed on the
 NP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0021.degrees latitude (g = 980.6199 gals.).
 NP0021
 NP0021.The modeled gravity was interpolated from observed gravity values.
 NP0021
 NP0021;                    North         East    Units  Estimated Accuracy
 NP0021;SPC NE       -   331,690.      316,590.      MT  (+/- 180 meters Scaled)
 NP0021
 NP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH254422(NAD 83)
 NP0021
 NP0021                          SUPERSEDED SURVEY CONTROL
 NP0021
 NP0021  NGVD 29 (??/??/92) 1100.043  (m)         3609.06   (f) ADJ UNCH    1 2
 NP0021
 NP0021.Superseded values are not recommended for survey control.
 NP0021
 NP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0021.See file dsdata.pdf to determine how the superseded data were derived.
 NP0021
 NP0021_MARKER: DB = BENCH MARK DISK
 NP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0021_STAMPING: L 351 1957
 NP0021_MARK LOGO: CGS
 NP0021_PROJECTION: PROJECTING
 NP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0021+STABILITY: SURFACE MOTION
 NP0021
 NP0021  HISTORY     - Date     Condition        Report By
 NP0021  HISTORY     - 1957     MONUMENTED       CGS
 NP0021  HISTORY     - 1969     GOOD             USGS
 NP0021  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NP0021
 NP0021                          STATION DESCRIPTION
 NP0021
 NP0021'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NP0021'2 MI W FROM GORDON.
 NP0021'GORDON, TWO MILES WEST ALONG U.S. HIGHWAY 20 FROM DEPOT OF
 NP0021'CHICAGO AND NORTHWESTERN RR.  NEAR SECS. CORS. 26, 27, 34, 35. T.
 NP0021'33 N., R. 42 W. 80 FEET SOUTH AND 73 FEET EAST OF ROAD CROSSING,
 NP0021'5 FEET SOUTH OF NE COR. OF TRANSFORMER STATION.  1 1/2 FEET
 NP0021'EAST OF MESH FENCE.  1 1/2 FEET NORTH OF A WOODEN WITNESS POST.
 NP0021'SET IN CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 NP0021'GROUND.  A STANDARD DISK.
 NP0021
 NP0021                          STATION RECOVERY (1982)
 NP0021
 NP0021'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0212 ***********************************************************************
 NO0212  DESIGNATION -  L 352
 NO0212  PID         -  NO0212
 NO0212  STATE/COUNTY-  NE/CHERRY
 NO0212  COUNTRY     -  US
 NO0212  USGS QUAD   -  CODY WEST (2017)
 NO0212
 NO0212                         *CURRENT SURVEY CONTROL
 NO0212  ______________________________________________________________________
 NO0212* NAD 83(1986) POSITION- 42 56 12.     (N) 101 15 03.     (W)   SCALED
 NO0212* NAVD 88 ORTHO HEIGHT -   944.257 (meters)     3097.95  (feet) ADJUSTED
 NO0212  ______________________________________________________________________
 NO0212  GEOID HEIGHT    -        -20.374 (meters)                     GEOID18
 NO0212  DYNAMIC HEIGHT  -        943.846 (meters)     3096.60  (feet) COMP
 NO0212  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 NO0212
 NO0212  VERT ORDER      -  FIRST     CLASS II
 NO0212
 NO0212.The horizontal coordinates were scaled from a map and have
 NO0212.an estimated accuracy of +/- 6 seconds.
 NO0212
 NO0212.The orthometric height was determined by differential leveling and
 NO0212.adjusted by the NATIONAL GEODETIC SURVEY
 NO0212.in June 1991.
 NO0212
 NO0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0212.GEOID18 height accuracy estimate available here.
 NO0212
 NO0212.Click photographs - Photos may exist for this station.
 NO0212
 NO0212.The dynamic height is computed by dividing the NAVD 88
 NO0212.geopotential number by the normal gravity value computed on the
 NO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0212.degrees latitude (g = 980.6199 gals.).
 NO0212
 NO0212.The modeled gravity was interpolated from observed gravity values.
 NO0212
 NO0212;                    North         East    Units  Estimated Accuracy
 NO0212;SPC NE       -   345,320.      397,910.      MT  (+/- 180 meters Scaled)
 NO0212
 NO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN163562(NAD 83)
 NO0212
 NO0212                          SUPERSEDED SURVEY CONTROL
 NO0212
 NO0212  NGVD 29 (??/??/92)  943.874  (m)         3096.69   (f) ADJ UNCH    1 2
 NO0212
 NO0212.Superseded values are not recommended for survey control.
 NO0212
 NO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0212.See file dsdata.pdf to determine how the superseded data were derived.
 NO0212
 NO0212_MARKER: DB = BENCH MARK DISK
 NO0212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0212_STAMPING: L 352 1957
 NO0212_MARK LOGO: CGS
 NO0212_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0212_ROD/PIPE-DEPTH: 8.5 meters
 NO0212
 NO0212  HISTORY     - Date     Condition        Report By
 NO0212  HISTORY     - 1957     MONUMENTED       CGS
 NO0212
 NO0212                          STATION DESCRIPTION
 NO0212
 NO0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0212'AT CODY.
 NO0212'AT CODY, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN SECTION
 NO0212'7, T. 34 N., R. 33 W., 0.15 MILE WEST OF THE STATION, 261 FEET
 NO0212'EAST-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 243 FEET EAST OF
 NO0212'THE CENTER LINE OF CROSS ROAD, 246 FEET WEST OF A LONE 24-INCH
 NO0212'COTTONWOOD, 71 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 NO0212'57 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 7 1/2 FEET
 NO0212'SOUTH OF TELEPHONE POLE WITH GUY WIRE, 1 1/2 FEET WEST OF A WHITE
 NO0212'WOODEN WITNESS POST, A DISK ON A 5/8-INCH COPPERCOATED ROD WHICH
 NO0212'IS DRIVEN TO A DEPTH OF 28 FEET.  THE ROD IS ENCASED IN A SIX
 NO0212'INCH TILE WHICH PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0206 ***********************************************************************
 NP0206  DESIGNATION -  L 353
 NP0206  PID         -  NP0206
 NP0206  STATE/COUNTY-  NE/SHERIDAN
 NP0206  COUNTRY     -  US
 NP0206  USGS QUAD   -  HAY SPRINGS (2017)
 NP0206
 NP0206                         *CURRENT SURVEY CONTROL
 NP0206  ______________________________________________________________________
 NP0206* NAD 83(1986) POSITION- 42 40 57.     (N) 102 41 51.     (W)   SCALED
 NP0206* NAVD 88 ORTHO HEIGHT -  1166.186 (meters)     3826.06  (feet) ADJUSTED
 NP0206  ______________________________________________________________________
 NP0206  GEOID HEIGHT    -        -18.017 (meters)                     GEOID18
 NP0206  DYNAMIC HEIGHT  -       1165.590 (meters)     3824.11  (feet) COMP
 NP0206  MODELED GRAVITY -    980,069.9   (mgal)                       NAVD 88
 NP0206
 NP0206  VERT ORDER      -  FIRST     CLASS II
 NP0206
 NP0206.The horizontal coordinates were scaled from a map and have
 NP0206.an estimated accuracy of +/- 6 seconds.
 NP0206
 NP0206.The orthometric height was determined by differential leveling and
 NP0206.adjusted by the NATIONAL GEODETIC SURVEY
 NP0206.in June 1991.
 NP0206
 NP0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0206.GEOID18 height accuracy estimate available here.
 NP0206
 NP0206.Click photographs - Photos may exist for this station.
 NP0206
 NP0206.The dynamic height is computed by dividing the NAVD 88
 NP0206.geopotential number by the normal gravity value computed on the
 NP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0206.degrees latitude (g = 980.6199 gals.).
 NP0206
 NP0206.The modeled gravity was interpolated from observed gravity values.
 NP0206
 NP0206;                    North         East    Units  Estimated Accuracy
 NP0206;SPC NE       -   319,800.      278,980.      MT  (+/- 180 meters Scaled)
 NP0206
 NP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH886281(NAD 83)
 NP0206
 NP0206                          SUPERSEDED SURVEY CONTROL
 NP0206
 NP0206  NGVD 29 (??/??/92) 1165.648  (m)         3824.30   (f) ADJ UNCH    1 2
 NP0206
 NP0206.Superseded values are not recommended for survey control.
 NP0206
 NP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0206.See file dsdata.pdf to determine how the superseded data were derived.
 NP0206
 NP0206_MARKER: DB = BENCH MARK DISK
 NP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0206_STAMPING: L 353 1957
 NP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0206+STABILITY: SURFACE MOTION
 NP0206
 NP0206  HISTORY     - Date     Condition        Report By
 NP0206  HISTORY     - 1957     MONUMENTED       CGS
 NP0206
 NP0206                          STATION DESCRIPTION
 NP0206
 NP0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0206'0.3 MI NW FROM HAY SPRINGS.
 NP0206'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0206'RAILWAY FROM THE STATION AT HAY SPRINGS, 148 FEET SOUTH OF THE
 NP0206'CENTER LINE OF U.S. HIGHWAY 20, 129 FEET NORTH OF A TRANSFORMER
 NP0206'POLE, 45 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE AT THE NORTH
 NP0206'ENTRANCE TO THE HAY SPRINGS AIRPORT, 359 FEET SOUTH OF THE SOUTH
 NP0206'RAIL, 1 FOOT EAST-SOUTHEAST OF A NORTH-SOUTH FENCE LINE, 1 1/2
 NP0206'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AT THE HAY SPRINGS
 NP0206'AIRPORT, IN T. 31 N., R. 46 W., SECTION 10, SET IN THE TOP OF A
 NP0206'CONCRETE POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0543 ***********************************************************************
 NN0543  DESIGNATION -  L 36
 NN0543  PID         -  NN0543
 NN0543  STATE/COUNTY-  NE/ROCK
 NN0543  COUNTRY     -  US
 NN0543  USGS QUAD   -  BASSETT (2017)
 NN0543
 NN0543                         *CURRENT SURVEY CONTROL
 NN0543  ______________________________________________________________________
 NN0543* NAD 83(1986) POSITION- 42 36 56.     (N) 099 32 21.     (W)   SCALED
 NN0543* NAVD 88 ORTHO HEIGHT -   706.368 (meters)     2317.48  (feet) ADJUSTED
 NN0543  ______________________________________________________________________
 NN0543  GEOID HEIGHT    -        -23.345 (meters)                     GEOID18
 NN0543  DYNAMIC HEIGHT  -        706.083 (meters)     2316.54  (feet) COMP
 NN0543  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 NN0543
 NN0543  VERT ORDER      -  SECOND    CLASS 0
 NN0543
 NN0543.The horizontal coordinates were scaled from a map and have
 NN0543.an estimated accuracy of +/- 6 seconds.
 NN0543
 NN0543.The orthometric height was determined by differential leveling and
 NN0543.adjusted by the NATIONAL GEODETIC SURVEY
 NN0543.in June 1991.
 NN0543
 NN0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0543.GEOID18 height accuracy estimate available here.
 NN0543
 NN0543.Click photographs - Photos may exist for this station.
 NN0543
 NN0543.The dynamic height is computed by dividing the NAVD 88
 NN0543.geopotential number by the normal gravity value computed on the
 NN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0543.degrees latitude (g = 980.6199 gals.).
 NN0543
 NN0543.The modeled gravity was interpolated from observed gravity values.
 NN0543
 NN0543;                    North         East    Units  Estimated Accuracy
 NN0543;SPC NE       -   309,020.      537,800.      MT  (+/- 180 meters Scaled)
 NN0543
 NN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557182(NAD 83)
 NN0543
 NN0543                          SUPERSEDED SURVEY CONTROL
 NN0543
 NN0543  NGVD 29 (??/??/92)  706.118  (m)         2316.66   (f) ADJ UNCH    2 0
 NN0543
 NN0543.Superseded values are not recommended for survey control.
 NN0543
 NN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0543.See file dsdata.pdf to determine how the superseded data were derived.
 NN0543
 NN0543_MARKER: DB = BENCH MARK DISK
 NN0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0543_STAMPING: L 36 1934
 NN0543_MARK LOGO: CGS
 NN0543_PROJECTION: PROJECTING 5 CENTIMETERS
 NN0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0543+STABILITY: SURFACE MOTION
 NN0543
 NN0543  HISTORY     - Date     Condition        Report By
 NN0543  HISTORY     - 1934     MONUMENTED       CGS
 NN0543
 NN0543                          STATION DESCRIPTION
 NN0543
 NN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0543'1.9 MI N FROM BASSETT.
 NN0543'L-36 IS LOCATED 1.9 MILES NORTH OF RAILROAD STATION AT BASSETT,
 NN0543'60 FEET SOUTH OF A QUARTER SECTION LINE FENCE, 41 FEET WEST
 NN0543'OF CENTERLINE OF HIGHWAY, 1 FOOT EAST OF FENCE LINE.  STANDARD
 NN0543'TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.  STAMPED
 NN0543'L 36 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0692 ***********************************************************************
 LG0692  DESIGNATION -  L 363
 LG0692  PID         -  LG0692
 LG0692  STATE/COUNTY-  NE/YORK
 LG0692  COUNTRY     -  US
 LG0692  USGS QUAD   -  BRADSHAW (2017)
 LG0692
 LG0692                         *CURRENT SURVEY CONTROL
 LG0692  ______________________________________________________________________
 LG0692* NAD 83(1986) POSITION- 40 53 13.     (N) 097 40 20.     (W)   SCALED
 LG0692* NAVD 88 ORTHO HEIGHT -   503.879 (meters)     1653.14  (feet) ADJUSTED
 LG0692  ______________________________________________________________________
 LG0692  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 LG0692  DYNAMIC HEIGHT  -        503.612 (meters)     1652.27  (feet) COMP
 LG0692  MODELED GRAVITY -    980,080.2   (mgal)                       NAVD 88
 LG0692
 LG0692  VERT ORDER      -  SECOND    CLASS 0
 LG0692
 LG0692.The horizontal coordinates were scaled from a map and have
 LG0692.an estimated accuracy of +/- 6 seconds.
 LG0692
 LG0692.The orthometric height was determined by differential leveling and
 LG0692.adjusted by the NATIONAL GEODETIC SURVEY
 LG0692.in June 1991.
 LG0692
 LG0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0692.GEOID18 height accuracy estimate available here.
 LG0692
 LG0692.Click photographs - Photos may exist for this station.
 LG0692
 LG0692.The dynamic height is computed by dividing the NAVD 88
 LG0692.geopotential number by the normal gravity value computed on the
 LG0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0692.degrees latitude (g = 980.6199 gals.).
 LG0692
 LG0692.The modeled gravity was interpolated from observed gravity values.
 LG0692
 LG0692;                    North         East    Units  Estimated Accuracy
 LG0692;SPC NE       -   119,620.      696,100.      MT  (+/- 180 meters Scaled)
 LG0692
 LG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL118270(NAD 83)
 LG0692
 LG0692                          SUPERSEDED SURVEY CONTROL
 LG0692
 LG0692  NGVD 29 (??/??/92)  503.678  (m)         1652.48   (f) ADJ UNCH    2 0
 LG0692
 LG0692.Superseded values are not recommended for survey control.
 LG0692
 LG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0692.See file dsdata.pdf to determine how the superseded data were derived.
 LG0692
 LG0692_MARKER: DB = BENCH MARK DISK
 LG0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0692_SP_SET: ABUTMENT
 LG0692_STAMPING: L 363 1961
 LG0692_MARK LOGO: CGS
 LG0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0692
 LG0692  HISTORY     - Date     Condition        Report By
 LG0692  HISTORY     - 1961     MONUMENTED       CGS
 LG0692
 LG0692                          STATION DESCRIPTION
 LG0692
 LG0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0692'5.1 MI W FROM YORK.
 LG0692'0.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0692'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0692'DIVISON STREET, THENCE 3.9 MILES WEST ALONG U.S. HIGHWAY 2,
 LG0692'0.05 MILES EAST OF A GRAVEL ROAD CROSSING, 19.4 FEET NORTH OF
 LG0692'CENTER LINE OF HIGHWAY, 6 INCHES EAST OF THE WEST END OF CONCRETE
 LG0692'ABUTMENT, SET IN TOP OF THE WEST END OF THE NORTH CONCRETE
 LG0692'ABUTMENT OF BRIDGE NO. 2504 AND ABOUT 1.5 FEET LOWER THAN HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0073 ***********************************************************************
 LG0073  DESIGNATION -  L 364
 LG0073  PID         -  LG0073
 LG0073  STATE/COUNTY-  NE/CASS
 LG0073  COUNTRY     -  US
 LG0073  USGS QUAD   -  WEEPING WATER (2017)
 LG0073
 LG0073                         *CURRENT SURVEY CONTROL
 LG0073  ______________________________________________________________________
 LG0073* NAD 83(1986) POSITION- 40 48 46.68   (N) 096 08 25.77   (W)   HD_HELD1
 LG0073* NAVD 88 ORTHO HEIGHT -   383.224 (meters)     1257.29  (feet) ADJUSTED
 LG0073  ______________________________________________________________________
 LG0073  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 LG0073  DYNAMIC HEIGHT  -        383.056 (meters)     1256.74  (feet) COMP
 LG0073  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 LG0073
 LG0073  VERT ORDER      -  SECOND    CLASS 0
 LG0073
 LG0073.The horizontal coordinates were determined by differentially corrected
 LG0073.hand held GPS observations or other comparable positioning techniques
 LG0073.and have an estimated accuracy of +/- 3 meters.
 LG0073
 LG0073.The orthometric height was determined by differential leveling and
 LG0073.adjusted by the NATIONAL GEODETIC SURVEY
 LG0073.in June 1991.
 LG0073
 LG0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0073.GEOID18 height accuracy estimate available here.
 LG0073
 LG0073.Click photographs - Photos may exist for this station.
 LG0073
 LG0073.The dynamic height is computed by dividing the NAVD 88
 LG0073.geopotential number by the normal gravity value computed on the
 LG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0073.degrees latitude (g = 980.6199 gals.).
 LG0073
 LG0073.The modeled gravity was interpolated from observed gravity values.
 LG0073
 LG0073;                    North         East    Units  Estimated Accuracy
 LG0073;SPC NE       -   116,031.5     825,441.0     MT  (+/- 3 meters HH1 GPS) 
 LG0073
 LG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4118221930(NAD 83)
 LG0073
 LG0073                          SUPERSEDED SURVEY CONTROL
 LG0073
 LG0073  NGVD 29 (??/??/92)  383.126  (m)         1256.97   (f) ADJ UNCH    2 0
 LG0073
 LG0073.Superseded values are not recommended for survey control.
 LG0073
 LG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0073.See file dsdata.pdf to determine how the superseded data were derived.
 LG0073
 LG0073_MARKER: DB = BENCH MARK DISK
 LG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0073_STAMPING: L 364 1961
 LG0073_MARK LOGO: CGS
 LG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0073+STABILITY: SURFACE MOTION
 LG0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0073+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2013
 LG0073
 LG0073  HISTORY     - Date     Condition        Report By
 LG0073  HISTORY     - 1961     MONUMENTED       CGS
 LG0073  HISTORY     - 1964     GOOD             NGPCA
 LG0073  HISTORY     - 20131020 GOOD             NEDR
 LG0073
 LG0073                          STATION DESCRIPTION
 LG0073
 LG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0073'2 MI NW FROM AVOCA.
 LG0073'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0073'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 0.85 MILE WEST
 LG0073'ALONG U.S. HIGHWAY 34, ABOUT 450 FEET SOUTHWEST OF A SINCLAIR
 LG0073'GAS STATION, 130 FEET SOUTHWEST OF A CROSSING, 108 FEET WEST
 LG0073'OF GRAVEL ROAD, 53.0 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY
 LG0073'34, 20.8 FEET EAST OF A HIGHWAY RIGHT OF WAY CONCRETE POST,
 LG0073'3.6 FEET SOUTH OF A TELEPHONE POLE WITH ONE GUY WIRE, 1.1 FEET
 LG0073'WEST OF A METAL WITNESS POST WITH SIGN, 1.6 FEET HIGHER THAN
 LG0073'THE HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0073'10 INCHES ABOVE GROUND.
 LG0073
 LG0073                          STATION RECOVERY (1964)
 LG0073
 LG0073'RECOVERY NOTE BY NATURAL GAS CO 1964
 LG0073'RECOVERED IN GOOD CONDITION.
 LG0073
 LG0073                          STATION RECOVERY (2013)
 LG0073
 LG0073'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 LG0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0472 ***********************************************************************
 LG0472  DESIGNATION -  L 365
 LG0472  PID         -  LG0472
 LG0472  STATE/COUNTY-  NE/SALINE
 LG0472  COUNTRY     -  US
 LG0472  USGS QUAD   -  PLEASANT HILL (2017)
 LG0472
 LG0472                         *CURRENT SURVEY CONTROL
 LG0472  ______________________________________________________________________
 LG0472* NAD 83(1986) POSITION- 40 34 56.3    (N) 097 07 21.9    (W)   HD_HELD2
 LG0472* NAVD 88 ORTHO HEIGHT -   455.710 (meters)     1495.11  (feet) ADJUSTED
 LG0472  ______________________________________________________________________
 LG0472  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 LG0472  DYNAMIC HEIGHT  -        455.457 (meters)     1494.28  (feet) COMP
 LG0472  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 LG0472
 LG0472  VERT ORDER      -  SECOND    CLASS 0
 LG0472
 LG0472.The horizontal coordinates were established by autonomous hand held GPS
 LG0472.observations and have an estimated accuracy of +/- 10 meters.
 LG0472
 LG0472.The orthometric height was determined by differential leveling and
 LG0472.adjusted by the NATIONAL GEODETIC SURVEY
 LG0472.in June 1991.
 LG0472
 LG0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0472.GEOID18 height accuracy estimate available here.
 LG0472
 LG0472.Click photographs - Photos may exist for this station.
 LG0472
 LG0472.The dynamic height is computed by dividing the NAVD 88
 LG0472.geopotential number by the normal gravity value computed on the
 LG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0472.degrees latitude (g = 980.6199 gals.).
 LG0472
 LG0472.The modeled gravity was interpolated from observed gravity values.
 LG0472
 LG0472;                    North         East    Units  Estimated Accuracy
 LG0472;SPC NE       -    87,210.      743,503.      MT  (+/- 10 meters HH2 GPS)
 LG0472
 LG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5887694084(NAD 83)
 LG0472
 LG0472                          SUPERSEDED SURVEY CONTROL
 LG0472
 LG0472  NGVD 29 (??/??/92)  455.551  (m)         1494.59   (f) ADJ UNCH    2 0
 LG0472
 LG0472.Superseded values are not recommended for survey control.
 LG0472
 LG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0472.See file dsdata.pdf to determine how the superseded data were derived.
 LG0472
 LG0472_MARKER: DB = BENCH MARK DISK
 LG0472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0472_SP_SET: STEP
 LG0472_STAMPING: L 365 1961
 LG0472_MARK LOGO: CGS
 LG0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0472+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 LG0472
 LG0472  HISTORY     - Date     Condition        Report By
 LG0472  HISTORY     - 1961     MONUMENTED       CGS
 LG0472  HISTORY     - 20091119 GOOD             INDIV
 LG0472  HISTORY     - 20200414 GOOD             NEGS
 LG0472
 LG0472                          STATION DESCRIPTION
 LG0472
 LG0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0472'4.8 MI S FROM DORCHESTER.
 LG0472'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0472'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 4.5
 LG0472'MILES SOUTH ALONG STATE HIGHWAY 15, 84 FEET EAST OF THE CENTER
 LG0472'OF A GRAVEL ROAD, 72 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 LG0472'9.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING, SET IN
 LG0472'THE TOP OF THE FIRST STEP AT THE SOUTHWEST CORNER OF A LARGE
 LG0472'MEETING HALL NAMED RAB TABOR 742 C.B.J. 10, 6 FEET SOUTHWEST OF
 LG0472'THE CENTER OF THE DOOR.
 LG0472
 LG0472                          STATION RECOVERY (2009)
 LG0472
 LG0472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LG0472'MARK IS FLUSH, WEST OF FIRST STEP TO TABOR HALLS SOUTH ENTRANCE.
 LG0472
 LG0472                          STATION RECOVERY (2020)
 LG0472
 LG0472'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0472'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND NE. LINK 76E,
 LG0472'NEAR THE SOUTHWEST OF DORCHESTER, NE., GO SOUTH ON COUNTY ROAD 1400
 LG0472'(OLD HIGHWAY 15) FOR 4.0 MI (6.4 KM) TO COUNTY ROAD I.  THE MARK IS IN
 LG0472'THE NORTHEAST CORNER OF THE INTERSECTION NEAR THE SOUTHWEST CORNER OF
 LG0472'TABOR HALL.  IT IS 5.8 FT (1.8 M) SOUTH OF THE SOUTH FACE OF THE
 LG0472'FOUNDATION AND 1.8 FT (0.5 M) WEST OF THE FACE OF THE BOTTOM STEP
 LG0472'LEADING INTO THE HALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0022 ***********************************************************************
 NN0022  DESIGNATION -  L 37
 NN0022  PID         -  NN0022
 NN0022  STATE/COUNTY-  NE/KNOX
 NN0022  COUNTRY     -  US
 NN0022  USGS QUAD   -  NIOBRARA (2017)
 NN0022
 NN0022                         *CURRENT SURVEY CONTROL
 NN0022  ______________________________________________________________________
 NN0022* NAD 83(1986) POSITION- 42 46 30.     (N) 098 05 05.     (W)   SCALED
 NN0022* NAVD 88 ORTHO HEIGHT -   373.536 (meters)     1225.51  (feet) ADJUSTED
 NN0022  ______________________________________________________________________
 NN0022  GEOID HEIGHT    -        -25.874 (meters)                     GEOID18
 NN0022  DYNAMIC HEIGHT  -        373.411 (meters)     1225.10  (feet) COMP
 NN0022  MODELED GRAVITY -    980,275.5   (mgal)                       NAVD 88
 NN0022
 NN0022  VERT ORDER      -  SECOND    CLASS 0
 NN0022
 NN0022.The horizontal coordinates were scaled from a map and have
 NN0022.an estimated accuracy of +/- 6 seconds.
 NN0022
 NN0022.The orthometric height was determined by differential leveling and
 NN0022.adjusted by the NATIONAL GEODETIC SURVEY
 NN0022.in June 1991.
 NN0022
 NN0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0022.GEOID18 height accuracy estimate available here.
 NN0022
 NN0022.Click photographs - Photos may exist for this station.
 NN0022
 NN0022.The dynamic height is computed by dividing the NAVD 88
 NN0022.geopotential number by the normal gravity value computed on the
 NN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0022.degrees latitude (g = 980.6199 gals.).
 NN0022
 NN0022.The modeled gravity was interpolated from observed gravity values.
 NN0022
 NN0022;                    North         East    Units  Estimated Accuracy
 NN0022;SPC NE       -   328,360.      656,710.      MT  (+/- 180 meters Scaled)
 NN0022
 NN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN748362(NAD 83)
 NN0022
 NN0022                          SUPERSEDED SURVEY CONTROL
 NN0022
 NN0022  NGVD 29 (??/??/92)  373.319  (m)         1224.80   (f) ADJ UNCH    2 0
 NN0022
 NN0022.Superseded values are not recommended for survey control.
 NN0022
 NN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0022.See file dsdata.pdf to determine how the superseded data were derived.
 NN0022
 NN0022_MARKER: DB = BENCH MARK DISK
 NN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0022_STAMPING: L 37 1934
 NN0022_MARK LOGO: CGS
 NN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0022+STABILITY: SURFACE MOTION
 NN0022
 NN0022  HISTORY     - Date     Condition        Report By
 NN0022  HISTORY     - 1934     MONUMENTED       CGS
 NN0022
 NN0022                          STATION DESCRIPTION
 NN0022
 NN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0022'3 MI NW FROM NIOBRARA.
 NN0022'LOCATED 3 MILES NORTHWEST OF STATION AT NIOBRARA, 4 TELEGRAPH
 NN0022'POLES EAST OF M.P. 68, 78 FEET NORTHWEST OF WEST END OF R.R.
 NN0022'TRESTLE NO. F-150, 44.7 FEET NORTH OF NORTH RAIL, 20 FEET
 NN0022'WEST OF CENTERLINE OF ROAD CROSSING TRACKS, 3 FEET SOUTHWEST OF
 NN0022'CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NN0022'2 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1277 ***********************************************************************
 NM1277  DESIGNATION -  L 38 RESET
 NM1277  PID         -  NM1277
 NM1277  STATE/COUNTY-  NE/PIERCE
 NM1277  COUNTRY     -  US
 NM1277  USGS QUAD   -  PLAINVIEW (2017)
 NM1277
 NM1277                         *CURRENT SURVEY CONTROL
 NM1277  ______________________________________________________________________
 NM1277* NAD 83(1986) POSITION- 42 21 03.     (N) 097 46 34.     (W)   SCALED
 NM1277* NAVD 88 ORTHO HEIGHT -   519.05  (+/-2cm)     1702.9   (feet) VERTCON
 NM1277  ______________________________________________________________________
 NM1277  GEOID HEIGHT    -        -25.019 (meters)                     GEOID18
 NM1277  VERT ORDER      -  THIRD (See Below)
 NM1277
 NM1277.The horizontal coordinates were scaled from a map and have
 NM1277.an estimated accuracy of +/- 6 seconds.
 NM1277
 NM1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1277
 NM1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1277.GEOID18 height accuracy estimate available here.
 NM1277
 NM1277.The vertical order pertains to the NGVD 29 superseded value.
 NM1277
 NM1277.Click photographs - Photos may exist for this station.
 NM1277
 NM1277;                    North         East    Units  Estimated Accuracy
 NM1277;SPC NE       -   281,870.      683,170.      MT  (+/- 180 meters Scaled)
 NM1277
 NM1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM008894(NAD 83)
 NM1277
 NM1277                          SUPERSEDED SURVEY CONTROL
 NM1277
 NM1277  NGVD 29 (??/??/??)  518.87   (m)         1702.3    (f) RESET       3  
 NM1277
 NM1277.Superseded values are not recommended for survey control.
 NM1277
 NM1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1277.See file dsdata.pdf to determine how the superseded data were derived.
 NM1277
 NM1277_MARKER: DB = BENCH MARK DISK
 NM1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1277_STAMPING: L 38 1934 RESET 1957
 NM1277_MARK LOGO: CGS
 NM1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1277+STABILITY: SURFACE MOTION
 NM1277
 NM1277  HISTORY     - Date     Condition        Report By
 NM1277  HISTORY     - 1957     MONUMENTED       CGS
 NM1277  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1277
 NM1277                          STATION DESCRIPTION
 NM1277
 NM1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NM1277'1.1 MI E FROM PLAINVIEW.
 NM1277'1.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NM1277'NORTHWESTERN RAILROAD STATION AT PLAINVIEW, PIERCE COUNTY, AT THE
 NM1277'EAST EDGE OF TOWN AT A SECTIONLINE ROAD INTERSECTION, ABOUT
 NM1277'100 YARDS NORTH OF RAILROAD TRACKS, 61 FEET NORTHWEST OF THE
 NM1277'NORTHWEST CORNER OF HOUSE, 50 FEET SOUTH OF THE CENTER OF U.S.
 NM1277'HIGHWAY 20, 40 FEET EAST OF THE CENTER OF GRAVEL ROAD, AND 4
 NM1277'FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 10 INCHES AND
 NM1277'THE DISK IS STAMPED L 38 1934 RESET 1957.
 NM1277
 NM1277                          STATION RECOVERY (1999)
 NM1277
 NM1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1277'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1277'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1442 ***********************************************************************
 NM1442  DESIGNATION -  L 39
 NM1442  PID         -  NM1442
 NM1442  STATE/COUNTY-  NE/KNOX
 NM1442  COUNTRY     -  US
 NM1442  USGS QUAD   -  TABOR SE (2017)
 NM1442
 NM1442                         *CURRENT SURVEY CONTROL
 NM1442  ______________________________________________________________________
 NM1442* NAD 83(1986) POSITION- 42 45 59.     (N) 097 30 18.     (W)   SCALED
 NM1442* NAVD 88 ORTHO HEIGHT -   412.583 (meters)     1353.62  (feet) ADJUSTED
 NM1442  ______________________________________________________________________
 NM1442  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM1442  DYNAMIC HEIGHT  -        412.458 (meters)     1353.21  (feet) COMP
 NM1442  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 NM1442
 NM1442  VERT ORDER      -  SECOND    CLASS 0
 NM1442
 NM1442.The horizontal coordinates were scaled from a map and have
 NM1442.an estimated accuracy of +/- 6 seconds.
 NM1442
 NM1442.The orthometric height was determined by differential leveling and
 NM1442.adjusted by the NATIONAL GEODETIC SURVEY
 NM1442.in June 1991.
 NM1442
 NM1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1442.GEOID18 height accuracy estimate available here.
 NM1442
 NM1442.Click photographs - Photos may exist for this station.
 NM1442
 NM1442.The dynamic height is computed by dividing the NAVD 88
 NM1442.geopotential number by the normal gravity value computed on the
 NM1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1442.degrees latitude (g = 980.6199 gals.).
 NM1442
 NM1442.The modeled gravity was interpolated from observed gravity values.
 NM1442
 NM1442;                    North         East    Units  Estimated Accuracy
 NM1442;SPC NE       -   328,620.      704,170.      MT  (+/- 180 meters Scaled)
 NM1442
 NM1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN223359(NAD 83)
 NM1442
 NM1442                          SUPERSEDED SURVEY CONTROL
 NM1442
 NM1442  NGVD 29 (??/??/92)  412.377  (m)         1352.94   (f) ADJ UNCH    2 0
 NM1442
 NM1442.Superseded values are not recommended for survey control.
 NM1442
 NM1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1442.See file dsdata.pdf to determine how the superseded data were derived.
 NM1442
 NM1442_MARKER: DB = BENCH MARK DISK
 NM1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1442_STAMPING: L 39 1934
 NM1442_MARK LOGO: CGS
 NM1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1442+STABILITY: SURFACE MOTION
 NM1442
 NM1442  HISTORY     - Date     Condition        Report By
 NM1442  HISTORY     - 1934     MONUMENTED       CGS
 NM1442
 NM1442                          STATION DESCRIPTION
 NM1442
 NM1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1442'2.6 MI N FROM CROFTON.
 NM1442'2.6 MILES NORTH OF CROFTON, 0.3 MILE SOUTH OF CONCRETE BRIDGE
 NM1442'UNDER HIGHWAY, 32 FEET EAST OF CENTERLINE OF HIGHWAY, 3.1 FEET
 NM1442'SOUTH OF CORNER FENCE POST IN NORTHWEST CORNER OF A HOG PASTURE.
 NM1442'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH,
 NM1442'STAMPED L 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1152 ***********************************************************************
 NM1152  DESIGNATION -  L 40
 NM1152  PID         -  NM1152
 NM1152  STATE/COUNTY-  NE/CEDAR
 NM1152  COUNTRY     -  US
 NM1152  USGS QUAD   -  BELDEN (2017)
 NM1152
 NM1152                         *CURRENT SURVEY CONTROL
 NM1152  ______________________________________________________________________
 NM1152* NAD 83(1986) POSITION- 42 28 02.     (N) 097 08 49.     (W)   SCALED
 NM1152* NAVD 88 ORTHO HEIGHT -   459.534 (meters)     1507.65  (feet) ADJUSTED
 NM1152  ______________________________________________________________________
 NM1152  GEOID HEIGHT    -        -25.287 (meters)                     GEOID18
 NM1152  DYNAMIC HEIGHT  -        459.371 (meters)     1507.12  (feet) COMP
 NM1152  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 NM1152
 NM1152  VERT ORDER      -  SECOND    CLASS 0
 NM1152
 NM1152.The horizontal coordinates were scaled from a map and have
 NM1152.an estimated accuracy of +/- 6 seconds.
 NM1152
 NM1152.The orthometric height was determined by differential leveling and
 NM1152.adjusted by the NATIONAL GEODETIC SURVEY
 NM1152.in June 1991.
 NM1152
 NM1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1152.GEOID18 height accuracy estimate available here.
 NM1152
 NM1152.Click photographs - Photos may exist for this station.
 NM1152
 NM1152.The dynamic height is computed by dividing the NAVD 88
 NM1152.geopotential number by the normal gravity value computed on the
 NM1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1152.degrees latitude (g = 980.6199 gals.).
 NM1152
 NM1152.The modeled gravity was interpolated from observed gravity values.
 NM1152
 NM1152;                    North         East    Units  Estimated Accuracy
 NM1152;SPC NE       -   296,310.      734,550.      MT  (+/- 180 meters Scaled)
 NM1152
 NM1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN523033(NAD 83)
 NM1152
 NM1152                          SUPERSEDED SURVEY CONTROL
 NM1152
 NM1152  NGVD 29 (??/??/92)  459.329  (m)         1506.98   (f) ADJ UNCH    2 0
 NM1152
 NM1152.Superseded values are not recommended for survey control.
 NM1152
 NM1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1152.See file dsdata.pdf to determine how the superseded data were derived.
 NM1152
 NM1152_MARKER: DB = BENCH MARK DISK
 NM1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1152_STAMPING: L 40 1934
 NM1152_MARK LOGO: CGS
 NM1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1152+STABILITY: SURFACE MOTION
 NM1152
 NM1152  HISTORY     - Date     Condition        Report By
 NM1152  HISTORY     - 1934     MONUMENTED       CGS
 NM1152  HISTORY     - 1971     MARK NOT FOUND   USGS
 NM1152
 NM1152                          STATION DESCRIPTION
 NM1152
 NM1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1152'4 MI SE FROM COLERIDGE.
 NM1152'4.0 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1152'AND OMAHA RAILWAY FROM THE STATION AT COLRIDGE, CEDAR COUNTY,
 NM1152'53.5 FEET SOUTH OF THE CENTER OF A SECTION-LINE ROAD CROSSING,
 NM1152'36.5 FEET SOUTH OF THE CENTER OF A DOUBLE WOODEN CULVERT 32 1/2
 NM1152'SOUTHWEST OF THE RAIL, AND 6.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NM1152'FENCE.  A STANDARD DISK, STAMPED L 40 1934 AND SET IN THE TOP
 NM1152'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NM1152
 NM1152                          STATION RECOVERY (1971)
 NM1152
 NM1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0555 ***********************************************************************
 NP0555  DESIGNATION -  L 416
 NP0555  PID         -  NP0555
 NP0555  STATE/COUNTY-  NE/SIOUX
 NP0555  COUNTRY     -  US
 NP0555  USGS QUAD   -  ORELLA (2017)
 NP0555
 NP0555                         *CURRENT SURVEY CONTROL
 NP0555  ______________________________________________________________________
 NP0555* NAD 83(1986) POSITION- 42 57 06.     (N) 103 35 00.     (W)   SCALED
 NP0555* NAVD 88 ORTHO HEIGHT -  1127.318 (meters)     3698.54  (feet) ADJUSTED
 NP0555  ______________________________________________________________________
 NP0555  GEOID HEIGHT    -        -16.374 (meters)                     GEOID18
 NP0555  DYNAMIC HEIGHT  -       1126.780 (meters)     3696.78  (feet) COMP
 NP0555  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 NP0555
 NP0555  VERT ORDER      -  FIRST     CLASS II
 NP0555
 NP0555.The horizontal coordinates were scaled from a map and have
 NP0555.an estimated accuracy of +/- 6 seconds.
 NP0555
 NP0555.The orthometric height was determined by differential leveling and
 NP0555.adjusted by the NATIONAL GEODETIC SURVEY
 NP0555.in June 1991.
 NP0555
 NP0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0555.GEOID18 height accuracy estimate available here.
 NP0555
 NP0555.Click photographs - Photos may exist for this station.
 NP0555
 NP0555.The dynamic height is computed by dividing the NAVD 88
 NP0555.geopotential number by the normal gravity value computed on the
 NP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0555.degrees latitude (g = 980.6199 gals.).
 NP0555
 NP0555.The modeled gravity was interpolated from observed gravity values.
 NP0555
 NP0555;                    North         East    Units  Estimated Accuracy
 NP0555;SPC NE       -   352,310.      207,670.      MT  (+/- 180 meters Scaled)
 NP0555
 NP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH155564(NAD 83)
 NP0555
 NP0555                          SUPERSEDED SURVEY CONTROL
 NP0555
 NP0555.No superseded survey control is available for this station.
 NP0555
 NP0555_MARKER: I = METAL ROD
 NP0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0555_STAMPING: L 416 1985
 NP0555_MARK LOGO: NGS
 NP0555_PROJECTION: FLUSH
 NP0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0555_ROD/PIPE-DEPTH: 6.1 meters
 NP0555
 NP0555  HISTORY     - Date     Condition        Report By
 NP0555  HISTORY     - 1985     MONUMENTED       NGS
 NP0555
 NP0555                          STATION DESCRIPTION
 NP0555
 NP0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0555'39.6 KM (24.6 MI) NORTH FROM CRAWFORD.
 NP0555'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0555'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0555'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0555'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0555'KM (0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0555'RAILROAD, THENCE 28.8 KM (17.25 MI) NORTH ALONG THE EAST SIDE OF THE
 NP0555'TRACKS, AT THE OUTSIDE OF A SHARP CURVE, AT A SECTION LINE FENCE
 NP0555'CORNER POST, 27.1 METERS (89 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 NP0555'ROAD, 21.6 METERS (71 FT) SOUTH OF THE CENTER OF A WIRE GATE AND 0.3
 NP0555'METER (1 FT) WEST OF THE CORNER POST.
 NP0555'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0555'THE MARK IS 0.15 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0345 ***********************************************************************
 MN0345  DESIGNATION -  L 417
 MN0345  PID         -  MN0345
 MN0345  STATE/COUNTY-  NE/MORRILL
 MN0345  COUNTRY     -  US
 MN0345  USGS QUAD   -  ANGORA (2017)
 MN0345
 MN0345                         *CURRENT SURVEY CONTROL
 MN0345  ______________________________________________________________________
 MN0345* NAD 83(1986) POSITION- 41 47 22.     (N) 103 09 21.     (W)   SCALED
 MN0345* NAVD 88 ORTHO HEIGHT -  1266.342 (meters)     4154.66  (feet) ADJUSTED
 MN0345  ______________________________________________________________________
 MN0345  GEOID HEIGHT    -        -19.370 (meters)                     GEOID18
 MN0345  DYNAMIC HEIGHT  -       1265.521 (meters)     4151.96  (feet) COMP
 MN0345  MODELED GRAVITY -    979,930.6   (mgal)                       NAVD 88
 MN0345
 MN0345  VERT ORDER      -  FIRST     CLASS II
 MN0345
 MN0345.The horizontal coordinates were scaled from a map and have
 MN0345.an estimated accuracy of +/- 6 seconds.
 MN0345
 MN0345.The orthometric height was determined by differential leveling and
 MN0345.adjusted by the NATIONAL GEODETIC SURVEY
 MN0345.in June 1991.
 MN0345
 MN0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0345.GEOID18 height accuracy estimate available here.
 MN0345
 MN0345.Click photographs - Photos may exist for this station.
 MN0345
 MN0345.The dynamic height is computed by dividing the NAVD 88
 MN0345.geopotential number by the normal gravity value computed on the
 MN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0345.degrees latitude (g = 980.6199 gals.).
 MN0345
 MN0345.The modeled gravity was interpolated from observed gravity values.
 MN0345
 MN0345;                    North         East    Units  Estimated Accuracy
 MN0345;SPC NE       -   221,960.      237,820.      MT  (+/- 180 meters Scaled)
 MN0345
 MN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG532280(NAD 83)
 MN0345
 MN0345                          SUPERSEDED SURVEY CONTROL
 MN0345
 MN0345.No superseded survey control is available for this station.
 MN0345
 MN0345_MARKER: I = METAL ROD
 MN0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0345_STAMPING: L 417 1985
 MN0345_MARK LOGO: NGS
 MN0345_PROJECTION: FLUSH
 MN0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0345_ROD/PIPE-DEPTH: 7.3 meters
 MN0345
 MN0345  HISTORY     - Date     Condition        Report By
 MN0345  HISTORY     - 1985     MONUMENTED       NGS
 MN0345
 MN0345                          STATION DESCRIPTION
 MN0345
 MN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0345'7.6 KM (4.7 MI) SW FROM ANGORA.
 MN0345'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0345'ANGORA, THENCE 7.56 KM (4.7 MI) SOUTHWEST ALONG US HIGHWAY 385, AT A
 MN0345'FIELD ROAD, 23.9 METERS (78.5 FT) EAST OF THE HIGHWAY CENTERLINE, 5.6
 MN0345'METERS (18.5 FT) NORTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.6 FT)
 MN0345'NORTH OF THE NORTH END OF A WIRE GATE AND 0.6 METER (2.1 FT) WEST OF A
 MN0345'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0345'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0345'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0376 ***********************************************************************
 MN0376  DESIGNATION -  L 418
 MN0376  PID         -  MN0376
 MN0376  STATE/COUNTY-  NE/CHEYENNE
 MN0376  COUNTRY     -  US
 MN0376  USGS QUAD   -  SIDNEY (2017)
 MN0376
 MN0376                         *CURRENT SURVEY CONTROL
 MN0376  ______________________________________________________________________
 MN0376* NAD 83(1986) POSITION- 41 11 49.     (N) 102 58 10.     (W)   SCALED
 MN0376* NAVD 88 ORTHO HEIGHT -  1297.785 (meters)     4257.82  (feet) ADJUSTED
 MN0376  ______________________________________________________________________
 MN0376  GEOID HEIGHT    -        -19.804 (meters)                     GEOID18
 MN0376  DYNAMIC HEIGHT  -       1296.868 (meters)     4254.81  (feet) COMP
 MN0376  MODELED GRAVITY -    979,872.2   (mgal)                       NAVD 88
 MN0376
 MN0376  VERT ORDER      -  FIRST     CLASS II
 MN0376
 MN0376.The horizontal coordinates were scaled from a map and have
 MN0376.an estimated accuracy of +/- 6 seconds.
 MN0376
 MN0376.The orthometric height was determined by differential leveling and
 MN0376.adjusted by the NATIONAL GEODETIC SURVEY
 MN0376.in June 1991.
 MN0376
 MN0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0376.GEOID18 height accuracy estimate available here.
 MN0376
 MN0376.Click photographs - Photos may exist for this station.
 MN0376
 MN0376.The dynamic height is computed by dividing the NAVD 88
 MN0376.geopotential number by the normal gravity value computed on the
 MN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0376.degrees latitude (g = 980.6199 gals.).
 MN0376
 MN0376.The modeled gravity was interpolated from observed gravity values.
 MN0376
 MN0376;                    North         East    Units  Estimated Accuracy
 MN0376;SPC NE       -   155,670.      251,040.      MT  (+/- 180 meters Scaled)
 MN0376
 MN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF702626(NAD 83)
 MN0376
 MN0376                          SUPERSEDED SURVEY CONTROL
 MN0376
 MN0376.No superseded survey control is available for this station.
 MN0376
 MN0376_MARKER: I = METAL ROD
 MN0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0376_STAMPING: L 418 1985
 MN0376_MARK LOGO: NGS
 MN0376_PROJECTION: FLUSH
 MN0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0376+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 MN0376_ROD/PIPE-DEPTH: 4.0 meters
 MN0376
 MN0376  HISTORY     - Date     Condition        Report By
 MN0376  HISTORY     - 1985     MONUMENTED       NGS
 MN0376  HISTORY     - 20060716 GOOD             JCLS
 MN0376
 MN0376                          STATION DESCRIPTION
 MN0376
 MN0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0376'13.5 KM (8.4 MI) SOUTH FROM GURLEY.
 MN0376'13.5 KM (8.35 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0376'STREET AT GURLEY, ALSO AT A BURLINGTON NORTHERN RAILROAD SIGNAL AND
 MN0376'SWITCH BOX AT WEST HUNTSMAN, 19.2 METERS (63 FT) WEST OF THE HIGHWAY
 MN0376'CENTERLINE, 6.1 METERS (20 FT) NORTH OF A GUYED POWER POLE WITH TWO
 MN0376'TRANSFORMERS, 7.3 METERS (24 FT) EAST OF THE NORTHEAST CORNER OF A 10
 MN0376'BY 10 FOOT BUILDING, 13.9 METERS (45.5 FT) EAST OF THE EAST RAIL AND
 MN0376'2.4 METERS (8 FT) SOUTH OF A GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT
 MN0376'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0376'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0376'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 MN0376
 MN0376                          STATION RECOVERY (2006)
 MN0376
 MN0376'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0376'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0330 ***********************************************************************
 MM0330  DESIGNATION -  L 422
 MM0330  PID         -  MM0330
 MM0330  STATE/COUNTY-  NE/KEITH
 MM0330  COUNTRY     -  US
 MM0330  USGS QUAD   -  OGALLALA (2017)
 MM0330
 MM0330                         *CURRENT SURVEY CONTROL
 MM0330  ______________________________________________________________________
 MM0330* NAD 83(1986) POSITION- 41 07 34.     (N) 101 42 50.     (W)   SCALED
 MM0330* NAVD 88 ORTHO HEIGHT -   979.295 (meters)     3212.90  (feet) ADJUSTED
 MM0330  ______________________________________________________________________
 MM0330  GEOID HEIGHT    -        -20.943 (meters)                     GEOID18
 MM0330  DYNAMIC HEIGHT  -        978.691 (meters)     3210.92  (feet) COMP
 MM0330  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 MM0330
 MM0330  VERT ORDER      -  FIRST     CLASS II
 MM0330
 MM0330.The horizontal coordinates were scaled from a map and have
 MM0330.an estimated accuracy of +/- 6 seconds.
 MM0330
 MM0330.The orthometric height was determined by differential leveling and
 MM0330.adjusted by the NATIONAL GEODETIC SURVEY
 MM0330.in June 1991.
 MM0330
 MM0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0330.GEOID18 height accuracy estimate available here.
 MM0330
 MM0330.Click photographs - Photos may exist for this station.
 MM0330
 MM0330.The dynamic height is computed by dividing the NAVD 88
 MM0330.geopotential number by the normal gravity value computed on the
 MM0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0330.degrees latitude (g = 980.6199 gals.).
 MM0330
 MM0330.The modeled gravity was interpolated from observed gravity values.
 MM0330
 MM0330;                    North         East    Units  Estimated Accuracy
 MM0330;SPC NE       -   144,960.      356,130.      MT  (+/- 180 meters Scaled)
 MM0330
 MM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL721563(NAD 83)
 MM0330
 MM0330                          SUPERSEDED SURVEY CONTROL
 MM0330
 MM0330  NGVD 29 (02/14/92)  978.868  (m)         3211.50   (f) ADJUSTED    1 2
 MM0330
 MM0330.Superseded values are not recommended for survey control.
 MM0330
 MM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0330.See file dsdata.pdf to determine how the superseded data were derived.
 MM0330
 MM0330_MARKER: I = METAL ROD
 MM0330_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0330_STAMPING: L 422 1986
 MM0330_MARK LOGO: NGS
 MM0330_PROJECTION: FLUSH
 MM0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0330+STABILITY: POSITION/ELEVATION WELL
 MM0330_ROD/PIPE-DEPTH: 9.1 meters
 MM0330_SLEEVE-DEPTH  : 6.1 meters
 MM0330
 MM0330  HISTORY     - Date     Condition        Report By
 MM0330  HISTORY     - 1986     MONUMENTED       NGS
 MM0330  HISTORY     - 19980710 GOOD             USPSQD
 MM0330
 MM0330                          STATION DESCRIPTION
 MM0330
 MM0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0330'IN OGALLALA.
 MM0330'IN OGALLALA, AT THE JUNCTION OF EAST D STREET AND EAST 2ND STREET,
 MM0330'ABOUT 200-FEET EAST OF THE NEW CITY HALL OFFICE BUILDING, ON CITY
 MM0330'PROPERTY AND SET BETWEEN TWO WITNESS POSTS, 10.1 METERS (33 FT) NORTH
 MM0330'OF THE CENTER OF EAST 2ND STREET, 10.0 METERS (32.8 FT) EAST OF THE
 MM0330'CENTER OF EAST D STREET, 1.5 METERS (4.8 FT) NORTH OF A STREET STOP
 MM0330'SIGN, 1.5 METERS (5 FT) NORTH OF THE NORTH EDGE OF AN EAST-WEST
 MM0330'SIDEWALK AND 2.0 METERS (6.6 FT) EAST OF THE EAST EDGE OF A
 MM0330'NORTH-SOUTH SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0330'5-INCH LOGO CAP.
 MM0330'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0330'THE MARK IS 0.3 M ABOVE THE STREETS.
 MM0330
 MM0330                          STATION RECOVERY (1998)
 MM0330
 MM0330'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0960 ***********************************************************************
 LH0960  DESIGNATION -  L 423
 LH0960  PID         -  LH0960
 LH0960  STATE/COUNTY-  NE/FURNAS
 LH0960  COUNTRY     -  US
 LH0960  USGS QUAD   -  HENDLEY (2017)
 LH0960
 LH0960                         *CURRENT SURVEY CONTROL
 LH0960  ______________________________________________________________________
 LH0960* NAD 83(1986) POSITION- 40 14 46.     (N) 099 53 50.     (W)   SCALED
 LH0960* NAVD 88 ORTHO HEIGHT -   687.066 (meters)     2254.15  (feet) ADJUSTED
 LH0960  ______________________________________________________________________
 LH0960  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 LH0960  DYNAMIC HEIGHT  -        686.628 (meters)     2252.71  (feet) COMP
 LH0960  MODELED GRAVITY -    979,965.4   (mgal)                       NAVD 88
 LH0960
 LH0960  VERT ORDER      -  FIRST     CLASS II
 LH0960
 LH0960.The horizontal coordinates were scaled from a map and have
 LH0960.an estimated accuracy of +/- 6 seconds.
 LH0960
 LH0960.The orthometric height was determined by differential leveling and
 LH0960.adjusted by the NATIONAL GEODETIC SURVEY
 LH0960.in June 1991.
 LH0960
 LH0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0960.GEOID18 height accuracy estimate available here.
 LH0960
 LH0960.Click photographs - Photos may exist for this station.
 LH0960
 LH0960.The dynamic height is computed by dividing the NAVD 88
 LH0960.geopotential number by the normal gravity value computed on the
 LH0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0960.degrees latitude (g = 980.6199 gals.).
 LH0960
 LH0960.The modeled gravity was interpolated from observed gravity values.
 LH0960
 LH0960;                    North         East    Units  Estimated Accuracy
 LH0960;SPC NE       -    45,840.      508,740.      MT  (+/- 180 meters Scaled)
 LH0960
 LH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236554(NAD 83)
 LH0960
 LH0960                          SUPERSEDED SURVEY CONTROL
 LH0960
 LH0960  NGVD 29 (02/14/92)  686.774  (m)         2253.19   (f) ADJUSTED    1 2
 LH0960
 LH0960.Superseded values are not recommended for survey control.
 LH0960
 LH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0960.See file dsdata.pdf to determine how the superseded data were derived.
 LH0960
 LH0960_MARKER: I = METAL ROD
 LH0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0960_STAMPING: L 423 1986
 LH0960_MARK LOGO: NGS
 LH0960_PROJECTION: FLUSH
 LH0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0960_ROD/PIPE-DEPTH: 13.1 meters
 LH0960
 LH0960  HISTORY     - Date     Condition        Report By
 LH0960  HISTORY     - 1986     MONUMENTED       NGS
 LH0960
 LH0960                          STATION DESCRIPTION
 LH0960
 LH0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0960'6.7 KM (4.15 MI) SOUTH FROM ARAPAHOE.
 LH0960'6.7 KM (4.2 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0960'HIGHWAYS 6 AND 34 AT ARAPAHOE, 0.26 KM (0.16 MI) SOUTH OF THE JUNCTION
 LH0960'OF A DIRT ROAD, 0.10 KM (0.06 MI) SOUTH OF MILEPOST 17, 17.5 METERS
 LH0960'(57.5 FT) EAST OF THE HIGHWAY CENTERLINE AND 1.0 METER (3.5 FT) EAST
 LH0960'OF THE FIRST POWER POLE EAST OF THE HIGHWAY AT A POWER LINE CROSSING.
 LH0960'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0960'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0960'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0312 ***********************************************************************
 MM0312  DESIGNATION -  L 424
 MM0312  PID         -  MM0312
 MM0312  STATE/COUNTY-  NE/LINCOLN
 MM0312  COUNTRY     -  US
 MM0312  USGS QUAD   -  HERSHEY EAST (2017)
 MM0312
 MM0312                         *CURRENT SURVEY CONTROL
 MM0312  ______________________________________________________________________
 MM0312* NAD 83(1986) POSITION- 41 09 45.     (N) 100 58 59.     (W)   SCALED
 MM0312* NAVD 88 ORTHO HEIGHT -   882.296 (meters)     2894.67  (feet) ADJUSTED
 MM0312  ______________________________________________________________________
 MM0312  GEOID HEIGHT    -        -21.971 (meters)                     GEOID18
 MM0312  DYNAMIC HEIGHT  -        881.767 (meters)     2892.93  (feet) COMP
 MM0312  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 MM0312
 MM0312  VERT ORDER      -  FIRST     CLASS II
 MM0312
 MM0312.The horizontal coordinates were scaled from a map and have
 MM0312.an estimated accuracy of +/- 6 seconds.
 MM0312
 MM0312.The orthometric height was determined by differential leveling and
 MM0312.adjusted by the NATIONAL GEODETIC SURVEY
 MM0312.in June 1991.
 MM0312
 MM0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0312.GEOID18 height accuracy estimate available here.
 MM0312
 MM0312.Click photographs - Photos may exist for this station.
 MM0312
 MM0312.The dynamic height is computed by dividing the NAVD 88
 MM0312.geopotential number by the normal gravity value computed on the
 MM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0312.degrees latitude (g = 980.6199 gals.).
 MM0312
 MM0312.The modeled gravity was interpolated from observed gravity values.
 MM0312
 MM0312;                    North         East    Units  Estimated Accuracy
 MM0312;SPC NE       -   148,040.      417,520.      MT  (+/- 180 meters Scaled)
 MM0312
 MM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL336586(NAD 83)
 MM0312
 MM0312                          SUPERSEDED SURVEY CONTROL
 MM0312
 MM0312  NGVD 29 (02/14/92)  881.913  (m)         2893.41   (f) ADJUSTED    1 2
 MM0312
 MM0312.Superseded values are not recommended for survey control.
 MM0312
 MM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0312.See file dsdata.pdf to determine how the superseded data were derived.
 MM0312
 MM0312_MARKER: I = METAL ROD
 MM0312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0312_STAMPING: L 424 1986
 MM0312_MARK LOGO: NGS
 MM0312_PROJECTION: FLUSH
 MM0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0312_ROD/PIPE-DEPTH: 10.6 meters
 MM0312
 MM0312  HISTORY     - Date     Condition        Report By
 MM0312  HISTORY     - 1986     MONUMENTED       NGS
 MM0312
 MM0312                          STATION DESCRIPTION
 MM0312
 MM0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0312'1.6 KM (1.0 MI) EAST FROM HERSHEY.
 MM0312'1.6 KM (1.0 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF STATE
 MM0312'HIGHWAY 56 C LINK (LINCOLN AVE) IN HERSHEY, IN THE SOUTHEAST CORNER OF
 MM0312'THE INTERSECTION OF A GRAVEL ROAD, 0.36 KM (0.22 MI) EAST OF MILEPOST
 MM0312'165, 15.1 METERS (49.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.6
 MM0312'METERS (25 FT) EAST OF THE CENTER OF THE ROAD, 0.3 METER (1 FT) EAST
 MM0312'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM
 MM0312'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0312'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0312'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0982 ***********************************************************************
 LH0982  DESIGNATION -  L 425
 LH0982  PID         -  LH0982
 LH0982  STATE/COUNTY-  NE/GOSPER
 LH0982  COUNTRY     -  US
 LH0982  USGS QUAD   -  ELWOOD (2017)
 LH0982
 LH0982                         *CURRENT SURVEY CONTROL
 LH0982  ______________________________________________________________________
 LH0982* NAD 83(1986) POSITION- 40 37 23.     (N) 099 50 19.     (W)   SCALED
 LH0982* NAVD 88 ORTHO HEIGHT -   801.880 (meters)     2630.83  (feet) ADJUSTED
 LH0982  ______________________________________________________________________
 LH0982  GEOID HEIGHT    -        -24.154 (meters)                     GEOID18
 LH0982  DYNAMIC HEIGHT  -        801.377 (meters)     2629.18  (feet) COMP
 LH0982  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 LH0982
 LH0982  VERT ORDER      -  FIRST     CLASS II
 LH0982
 LH0982.The horizontal coordinates were scaled from a map and have
 LH0982.an estimated accuracy of +/- 6 seconds.
 LH0982
 LH0982.The orthometric height was determined by differential leveling and
 LH0982.adjusted by the NATIONAL GEODETIC SURVEY
 LH0982.in June 1991.
 LH0982
 LH0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0982.GEOID18 height accuracy estimate available here.
 LH0982
 LH0982.Click photographs - Photos may exist for this station.
 LH0982
 LH0982.The dynamic height is computed by dividing the NAVD 88
 LH0982.geopotential number by the normal gravity value computed on the
 LH0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0982.degrees latitude (g = 980.6199 gals.).
 LH0982
 LH0982.The modeled gravity was interpolated from observed gravity values.
 LH0982
 LH0982;                    North         East    Units  Estimated Accuracy
 LH0982;SPC NE       -    87,700.      513,650.      MT  (+/- 180 meters Scaled)
 LH0982
 LH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK290972(NAD 83)
 LH0982
 LH0982                          SUPERSEDED SURVEY CONTROL
 LH0982
 LH0982  NGVD 29 (02/14/92)  801.581  (m)         2629.85   (f) ADJUSTED    1 2
 LH0982
 LH0982.Superseded values are not recommended for survey control.
 LH0982
 LH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0982.See file dsdata.pdf to determine how the superseded data were derived.
 LH0982
 LH0982_MARKER: I = METAL ROD
 LH0982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0982_STAMPING: L 425 1986
 LH0982_MARK LOGO: NGS
 LH0982_PROJECTION: FLUSH
 LH0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0982_ROD/PIPE-DEPTH: 18.3 meters
 LH0982
 LH0982  HISTORY     - Date     Condition        Report By
 LH0982  HISTORY     - 1986     MONUMENTED       NGS
 LH0982
 LH0982                          STATION DESCRIPTION
 LH0982
 LH0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0982'4.5 KM (2.8 MI) NORTH FROM ELWOOD.
 LH0982'4.57 KM (2.85 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0982'COURTHOUSE AT ELWOOD, IN THE WEST CORNER OF A DIRT ROAD LEADING
 LH0982'NORTHWEST TO ELWOOD RESERVOIR, 26.3 METERS (86.5 FT) NORTHWEST OF THE
 LH0982'HIGHWAY CENTERLINE, 33.4 METERS (109.5 FT) SOUTH OF THE CENTER OF THE
 LH0982'ROAD, 9.7 METERS (32 FT) SOUTHWEST OF A POWER POLE AND 0.5 METER (1.5
 LH0982'FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 LH0982'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0982'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0982'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0350 ***********************************************************************
 LJ0350  FBN         -  This is a Federal Base Network Control Station.
 LJ0350  PACS        -  This is a Primary Airport Control Station.
 LJ0350  DESIGNATION -  L 426
 LJ0350  PID         -  LJ0350
 LJ0350  STATE/COUNTY-  NE/DAWSON
 LJ0350  COUNTRY     -  US
 LJ0350  USGS QUAD   -  GOTHENBURG (2017)
 LJ0350
 LJ0350                         *CURRENT SURVEY CONTROL
 LJ0350  ______________________________________________________________________
 LJ0350* NAD 83(2011) POSITION- 40 55 22.07812(N) 100 09 06.55623(W)   ADJUSTED
 LJ0350* NAD 83(2011) ELLIP HT-   755.502 (meters)        (06/27/12)   ADJUSTED
 LJ0350* NAD 83(2011) EPOCH   -  2010.00
 LJ0350* NAVD 88 ORTHO HEIGHT -   778.618 (meters)     2554.52  (feet) ADJUSTED
 LJ0350  ______________________________________________________________________
 LJ0350  GEOID HEIGHT    -        -23.115 (meters)                     GEOID18
 LJ0350  NAD 83(2011) X  -   -850,754.565 (meters)                     COMP
 LJ0350  NAD 83(2011) Y  - -4,751,214.843 (meters)                     COMP
 LJ0350  NAD 83(2011) Z  -  4,156,443.900 (meters)                     COMP
 LJ0350  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 LJ0350  DYNAMIC HEIGHT  -        778.160 (meters)     2553.01  (feet) COMP
 LJ0350  MODELED GRAVITY -    980,010.2   (mgal)                       NAVD 88
 LJ0350
 LJ0350  VERT ORDER      -  FIRST     CLASS II
 LJ0350
 LJ0350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0350  Standards:
 LJ0350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0350  -------------------------------------------------------------------
 LJ0350  NETWORK    0.38   0.96           0.18   0.12   0.49     -0.03546556
 LJ0350  -------------------------------------------------------------------
 LJ0350  Click here for local accuracies and other accuracy information.
 LJ0350
 LJ0350.This mark is at Quinn Field Airport (GTE)
 LJ0350
 LJ0350.The horizontal coordinates were established by GPS observations
 LJ0350.and adjusted by the National Geodetic Survey in June 2012.
 LJ0350
 LJ0350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0350.been affixed to the stable North American tectonic plate. See 
 LJ0350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0350
 LJ0350.The horizontal coordinates are valid at the epoch date displayed above
 LJ0350.which is a decimal equivalence of Year/Month/Day.
 LJ0350
 LJ0350.The orthometric height was determined by differential leveling and
 LJ0350.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0350.in June 1991.
 LJ0350
 LJ0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0350.GEOID18 height accuracy estimate available here.
 LJ0350
 LJ0350.Click photographs - Photos may exist for this station.
 LJ0350
 LJ0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0350
 LJ0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0350
 LJ0350.The ellipsoidal height was determined by GPS observations
 LJ0350.and is referenced to NAD 83.
 LJ0350
 LJ0350.The dynamic height is computed by dividing the NAVD 88
 LJ0350.geopotential number by the normal gravity value computed on the
 LJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0350.degrees latitude (g = 980.6199 gals.).
 LJ0350
 LJ0350.The modeled gravity was interpolated from observed gravity values.
 LJ0350
 LJ0350. The following values were computed from the NAD 83(2011) position.
 LJ0350
 LJ0350;                    North         East     Units Scale Factor Converg.
 LJ0350;SPC NE       -   120,971.321   487,215.320   MT  0.99971001   -0 06 02.2
 LJ0350;SPC NE       -   396,886.74  1,598,472.26   sFT  0.99971001   -0 06 02.2
 LJ0350;UTM  14      - 4,530,825.734   403,016.196   MT  0.99971577   -0 45 16.4
 LJ0350
 LJ0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0350!SPC NE       -   0.99988150  x   0.99971001  =   0.99959155
 LJ0350!UTM  14      -   0.99988150  x   0.99971577  =   0.99959731
 LJ0350
 LJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0301630825(NAD 83)
 LJ0350
 LJ0350|---------------------------------------------------------------------|
 LJ0350| PID    Reference Object                     Distance      Geod. Az  |
 LJ0350|                                                           dddmmss.s |
 LJ0350| LJ0351 GOTHPORT                            218.778 METERS 03144     |
 LJ0350|---------------------------------------------------------------------|
 LJ0350
 LJ0350                          SUPERSEDED SURVEY CONTROL
 LJ0350
 LJ0350  NAD 83(2007)-  40 55 22.07797(N)    100 09 06.55720(W) AD(2002.00) 0
 LJ0350  ELLIP H (02/10/07)  755.528  (m)                       GP(2002.00)    
 LJ0350  ELLIP H (07/10/01)  755.508  (m)                       GP(       ) 4 1
 LJ0350  NAD 83(1995)-  40 55 22.07765(N)    100 09 06.55666(W) AD(       ) B
 LJ0350  ELLIP H (06/25/96)  755.556  (m)                       GP(       ) 1 1
 LJ0350  NAVD 88             778.62   (m)         2554.5    (f) LEVELING    3  
 LJ0350  NGVD 29 (02/14/92)  778.314  (m)         2553.52   (f) ADJUSTED    1 2
 LJ0350
 LJ0350.Superseded values are not recommended for survey control.
 LJ0350
 LJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0350.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0350
 LJ0350_MARKER: I = METAL ROD
 LJ0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0350_STAMPING: L 426 1986
 LJ0350_MARK LOGO: NGS
 LJ0350_PROJECTION: FLUSH
 LJ0350_MAGNETIC: I = MARKER IS A STEEL ROD
 LJ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0350+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0350_ROD/PIPE-DEPTH: 19.5 meters
 LJ0350
 LJ0350  HISTORY     - Date     Condition        Report By
 LJ0350  HISTORY     - 1986     MONUMENTED       NGS
 LJ0350  HISTORY     - 19950802 GOOD             NGS
 LJ0350  HISTORY     - 19970730 GOOD             NGS
 LJ0350  HISTORY     - 20000501 GOOD             NGS
 LJ0350  HISTORY     - 20050623 GOOD             INDIV
 LJ0350  HISTORY     - 20100907 GOOD             NEGS
 LJ0350
 LJ0350                          STATION DESCRIPTION
 LJ0350
 LJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0350'1.0 KM (0.6 MI) SE FROM GOTHENBURG.
 LJ0350'0.99 KM (0.62 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF
 LJ0350'STATE HIGHWAY 47 AT GOTHENBURG, AT THE SOUTHWEST END OF THE AIRPORT
 LJ0350'RUNWAY, 81.4 METERS (267 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 86.5
 LJ0350'METERS (283.9 FT) SOUTHWEST OF THE EASTERN MOST 1 OF 6 END OF RUNWAY
 LJ0350'LIGHTS, 52.8 METERS (173.2 FT) NORTHWEST OF A FENCE CORNER AND 0.6
 LJ0350'METER (1.9 FT) NORTHEAST OF A WIRE FENCE AND A WITNESS POST.
 LJ0350'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LJ0350
 LJ0350                          STATION RECOVERY (1995)
 LJ0350
 LJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0350'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF WILLOW
 LJ0350'ISLAND, 0.5 MI (0.8 KM) EAST-SOUTHEAST OF GOTHENBURG, AT THE
 LJ0350'GOTHENBURG/QUINN FIELD AND AT THE SOUTHWEST END OF THE AIRPORT
 LJ0350'PROPERTY.  OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, PO BOX 482,
 LJ0350'GOTHENBURG NE 69138.  AIRPORT MANAGER IS ROGER PEDEN, PHONE (308)
 LJ0350'537-3034.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 LJ0350'AND STATE HIGHWAY 47 (STATE HIGHWAY PASSES OVER U.S. HIGHWAY) IN
 LJ0350'GOTHENBURG, GO EASTERLY ON U.S. HIGHWAY 30 FOR 0.35 MI (0.56 KM) TO A
 LJ0350'PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON AVENUE L FOR 0.3 MI (0.5
 LJ0350'KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT
 LJ0350'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE TURN
 LJ0350'RIGHT AND GO SOUTHWEST FOLLOWING THE GRAVEL ROAD FOR 0.05 MI (0.08 KM)
 LJ0350'TO A TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 100
 LJ0350'FT (30.5 M) TO A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY
 LJ0350'FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY LEFT, TURN LEFT AND GO
 LJ0350'SOUTHEAST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY
 LJ0350'AHEAD, TURN RIGHT AND GO SOUTHWEST ACROSS THE GRASS FOR 0.15 MI (0.24
 LJ0350'KM) TO A FENCE LINE AND THE STATION IN LINE WITH THE EXTENDED
 LJ0350'SOUTHEAST EDGE OF THE RUNWAY PAVEMENT.  THE STATION IS 283.9 FT (86.5
 LJ0350'M) SOUTHWEST OF THE MOST SOUTHEASTERLY THRESHOLD LIGHT, 267.0 FT (81.4
 LJ0350'M) NORTHEAST OF THE HIGHWAY CENTER, 125.0 FT (38.1 M) NORTHWEST OF A
 LJ0350'DRAINAGE DITCH AND 1.9 FT (0.6 M) NORTHEAST OF A WITNESS POST SET INTO
 LJ0350'THE FENCE LINE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 LJ0350'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LJ0350
 LJ0350                          STATION RECOVERY (1997)
 LJ0350
 LJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0350'RECOVERED AS DESCRIBED
 LJ0350
 LJ0350                          STATION RECOVERY (2000)
 LJ0350
 LJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LJ0350'THE STATION IS LOCATED IN GOTHENBURG AT THE GOTHENBURG/QUINN FIELD AT
 LJ0350'THE SOUTHWEST END OF THE AIPORT.  OWNERSHIP--GOTHENBURG AIRPORT
 LJ0350'AUTHORITY, P.O. BOX 482 GOTHENBURG, NE 69138.  AIRPORT MANAGER IS
 LJ0350'ROGER PEDAN, PHONE 308-537-3034.  TO REACH THE STATION FROM THE
 LJ0350'JUCTION OF US INTERSTATE HIGHWAY 80 AND STATE HIGHWWAY 47 (EXIT 211)
 LJ0350'IN GOTHENBURG, GO NORTH ON HIGHWAY 47 FOR 1.2 MI (1.9 KM) TO A PAVED
 LJ0350'CROSSROAD (WASHINGTON STREET).  TURN RIGHT AND GO EAST ON STREET FOR
 LJ0350'0.3 MI (0.5 KM) TO THE END OF PAVEMENT.  CONTINUE EAST ON GRAVEL ROAD
 LJ0350'FOR 0.2 MI (0.3 KM) TO A PAVED ROAD AND AIRPORT ENTRANCE ROAD AND GATE
 LJ0350'AHEAD.  PASS THROUGH THE GATE AND TURN RIGHT SOUTHWEST AND FOLLOW THE
 LJ0350'GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A TAXIWAY LEFT.  TURN LEFT THEN
 LJ0350'RIGHT ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO THE APRON.  TURN LEFT ON
 LJ0350'APRON SOUTHEAST AND GO 0.05 MI (0.08 KM) TO A CONNECTING TAXI AND THE
 LJ0350'RUNWAY END 3 AHEAD.  TURN RIGHT AND GO SOUTHWEST FOR 0.15 MI (0.24 KM)
 LJ0350'TO A FENCE LINE AND THE STATION IN LINE WITH THE EXTENDED  SOUTHEAST
 LJ0350'EDGE OF RUNWAY, 267 FT (81.4 M) NORTHEAST OF THE HIGHWAY CENTER, 125
 LJ0350'FT (38.1 M) NORTHWEST OF A DRAINAGE DITCH, 1.9 FT (0.6 M) NORTH OF A
 LJ0350'WITNESS POST, AND 1.0 FT (0.3 M) NORTH OF A WEB WIRE FENCE.  THE
 LJ0350'STATION IS A PUNCH MARK ON THE TOP OF A DATUM CAP CRIMPED ON A
 LJ0350'STAINLESS STEEL ROD.  THE DATUM CAP IS RECESSED 3 CM BELOW THE LOGO
 LJ0350'CAP.
 LJ0350
 LJ0350                          STATION RECOVERY (2005)
 LJ0350
 LJ0350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLB)
 LJ0350'RECOVERED IN GOOD CONDITION.
 LJ0350
 LJ0350                          STATION RECOVERY (2010)
 LJ0350
 LJ0350'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0350'THE NEW AIRPORT MANAGER IS ROGER DONNER   PHONE 308-537-3534 OR
 LJ0350'ALLISON DONNER AT MIDSTATE AVIATION  PHONE 308-784-3868
 LJ0350'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2128 ***********************************************************************
 MK2128  DESIGNATION -  L 428
 MK2128  PID         -  MK2128
 MK2128  STATE/COUNTY-  NE/DOUGLAS
 MK2128  COUNTRY     -  US
 MK2128  USGS QUAD   -  RALSTON (2017)
 MK2128
 MK2128                         *CURRENT SURVEY CONTROL
 MK2128  ______________________________________________________________________
 MK2128* NAD 83(1986) POSITION- 41 14 56.3    (N) 096 05 04.6    (W)   HD_HELD2
 MK2128* NAVD 88 ORTHO HEIGHT -   330.601 (meters)     1084.65  (feet) ADJUSTED
 MK2128  ______________________________________________________________________
 MK2128  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 MK2128  DYNAMIC HEIGHT  -        330.461 (meters)     1084.19  (feet) COMP
 MK2128  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 MK2128
 MK2128  VERT ORDER      -  FIRST     CLASS II
 MK2128
 MK2128.The horizontal coordinates were established by autonomous hand held GPS
 MK2128.observations and have an estimated accuracy of +/- 10 meters.
 MK2128
 MK2128.The orthometric height was determined by differential leveling and
 MK2128.adjusted by the NATIONAL GEODETIC SURVEY
 MK2128.in June 1991.
 MK2128
 MK2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2128.GEOID18 height accuracy estimate available here.
 MK2128
 MK2128.Click photographs - Photos may exist for this station.
 MK2128
 MK2128.The dynamic height is computed by dividing the NAVD 88
 MK2128.geopotential number by the normal gravity value computed on the
 MK2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2128.degrees latitude (g = 980.6199 gals.).
 MK2128
 MK2128.The modeled gravity was interpolated from observed gravity values.
 MK2128
 MK2128;                    North         East    Units  Estimated Accuracy
 MK2128;SPC NE       -   164,599.      827,958.      MT  (+/- 10 meters HH2 GPS)
 MK2128
 MK2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4427770495(NAD 83)
 MK2128
 MK2128                          SUPERSEDED SURVEY CONTROL
 MK2128
 MK2128.No superseded survey control is available for this station.
 MK2128
 MK2128_MARKER: DV = VERTICAL CONTROL DISK
 MK2128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2128_SP_SET: PIER
 MK2128_STAMPING: L 428 1989
 MK2128_MARK LOGO: NGS
 MK2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2128
 MK2128  HISTORY     - Date     Condition        Report By
 MK2128  HISTORY     - 1989     MONUMENTED       NGS
 MK2128
 MK2128                          STATION DESCRIPTION
 MK2128
 MK2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2128'IN OMAHA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND PACIFIC
 MK2128'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 6
 MK2128'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE HIGHWAY
 MK2128'OVERPASS OF THE STREET, 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF THE
 MK2128'NORTHBOUND LANES OF THE HIGHWAY, AND 1.5 M (4.9 FT) ABOVE THE LEVEL
 MK2128'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1367 ***********************************************************************
 MJ1367  DESIGNATION -  L 429
 MJ1367  PID         -  MJ1367
 MJ1367  STATE/COUNTY-  NE/DOUGLAS
 MJ1367  COUNTRY     -  US
 MJ1367  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1367
 MJ1367                         *CURRENT SURVEY CONTROL
 MJ1367  ______________________________________________________________________
 MJ1367* NAD 83(1986) POSITION- 41 16 52.70   (N) 095 57 11.71   (W)   HD_HELD1
 MJ1367* NAVD 88 ORTHO HEIGHT -   321.116 (meters)     1053.53  (feet) ADJUSTED
 MJ1367  ______________________________________________________________________
 MJ1367  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 MJ1367  DYNAMIC HEIGHT  -        320.980 (meters)     1053.08  (feet) COMP
 MJ1367  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 MJ1367
 MJ1367  VERT ORDER      -  FIRST     CLASS II
 MJ1367
 MJ1367.The horizontal coordinates were determined by differentially corrected
 MJ1367.hand held GPS observations or other comparable positioning techniques
 MJ1367.and have an estimated accuracy of +/- 3 meters.
 MJ1367
 MJ1367.The orthometric height was determined by differential leveling and
 MJ1367.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1367.in June 1991.
 MJ1367
 MJ1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1367.GEOID18 height accuracy estimate available here.
 MJ1367
 MJ1367.Click photographs - Photos may exist for this station.
 MJ1367
 MJ1367.The dynamic height is computed by dividing the NAVD 88
 MJ1367.geopotential number by the normal gravity value computed on the
 MJ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1367.degrees latitude (g = 980.6199 gals.).
 MJ1367
 MJ1367.The modeled gravity was interpolated from observed gravity values.
 MJ1367
 MJ1367;                    North         East    Units  Estimated Accuracy
 MJ1367;SPC NE       -   168,691.7     838,785.3     MT  (+/- 3 meters HH1 GPS) 
 MJ1367
 MJ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5267174192(NAD 83)
 MJ1367
 MJ1367                          SUPERSEDED SURVEY CONTROL
 MJ1367
 MJ1367.No superseded survey control is available for this station.
 MJ1367
 MJ1367_MARKER: I = METAL ROD
 MJ1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1367_STAMPING: L 429 1989
 MJ1367_MARK LOGO: NGS
 MJ1367_PROJECTION: FLUSH
 MJ1367_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1367+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2011
 MJ1367_ROD/PIPE-DEPTH: 15.9 meters
 MJ1367
 MJ1367  HISTORY     - Date     Condition        Report By
 MJ1367  HISTORY     - 1989     MONUMENTED       NGS
 MJ1367  HISTORY     - 20111015 GOOD             WOOLPT
 MJ1367
 MJ1367                          STATION DESCRIPTION
 MJ1367
 MJ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1367'IN OMAHA, AT THE INTERSECTION OF LAKE STREET AND 28TH AVENUE, 56.0 M
 MJ1367'(183.7 FT) EAST OF THE CENTER OF THE AVENUE, 18.9 M (62.0 FT) SOUTH
 MJ1367'OF THE CENTERLINE OF THE STREET, 15.2 M (49.9 FT) WEST OF THE CENTER
 MJ1367'OF AN ENTRANCE RAMP LEADING TO INTERSTATE HIGHWAY 480, 4.4 M (14.4
 MJ1367'FT) EAST OF A FENCE, 3.4 M (11.2 FT) SOUTH OF A FENCE, 3.4 M (11.2
 MJ1367'FT) SOUTH OF A WITNESS POST, AND LEVEL WITH THE STREET.  NOTE--ACCESS
 MJ1367'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MJ1367
 MJ1367                          STATION RECOVERY (2011)
 MJ1367
 MJ1367'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 MJ1367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0529 ***********************************************************************
 NO0529  DESIGNATION -  L 431
 NO0529  PID         -  NO0529
 NO0529  STATE/COUNTY-  NE/CHERRY
 NO0529  COUNTRY     -  US
 NO0529  USGS QUAD   -  ELL LAKE (2017)
 NO0529
 NO0529                         *CURRENT SURVEY CONTROL
 NO0529  ______________________________________________________________________
 NO0529* NAD 83(1986) POSITION- 42 39 07.     (N) 100 33 19.     (W)   SCALED
 NO0529* NAVD 88 ORTHO HEIGHT -   875.592 (meters)     2872.67  (feet) ADJUSTED
 NO0529  ______________________________________________________________________
 NO0529  GEOID HEIGHT    -        -21.585 (meters)                     GEOID18
 NO0529  DYNAMIC HEIGHT  -        875.203 (meters)     2871.40  (feet) COMP
 NO0529  MODELED GRAVITY -    980,146.8   (mgal)                       NAVD 88
 NO0529
 NO0529  VERT ORDER      -  FIRST     CLASS II
 NO0529
 NO0529.The horizontal coordinates were scaled from a map and have
 NO0529.an estimated accuracy of +/- 6 seconds.
 NO0529
 NO0529.The orthometric height was determined by differential leveling and
 NO0529.adjusted by the NATIONAL GEODETIC SURVEY
 NO0529.in June 1994.
 NO0529
 NO0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0529.GEOID18 height accuracy estimate available here.
 NO0529
 NO0529.Click photographs - Photos may exist for this station.
 NO0529
 NO0529.The dynamic height is computed by dividing the NAVD 88
 NO0529.geopotential number by the normal gravity value computed on the
 NO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0529.degrees latitude (g = 980.6199 gals.).
 NO0529
 NO0529.The modeled gravity was interpolated from observed gravity values.
 NO0529
 NO0529;                    North         East    Units  Estimated Accuracy
 NO0529;SPC NE       -   313,110.      454,470.      MT  (+/- 180 meters Scaled)
 NO0529
 NO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN725233(NAD 83)
 NO0529
 NO0529                          SUPERSEDED SURVEY CONTROL
 NO0529
 NO0529  NGVD 29 (02/14/92)  875.293  (m)         2871.69   (f) ADJUSTED    1 2
 NO0529
 NO0529.Superseded values are not recommended for survey control.
 NO0529
 NO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0529.See file dsdata.pdf to determine how the superseded data were derived.
 NO0529
 NO0529_MARKER: I = METAL ROD
 NO0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0529_STAMPING: L 431 1991
 NO0529_MARK LOGO: NGS
 NO0529_PROJECTION: FLUSH
 NO0529_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0529+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0529_ROD/PIPE-DEPTH: 13.3 meters
 NO0529
 NO0529  HISTORY     - Date     Condition        Report By
 NO0529  HISTORY     - 1991     MONUMENTED       NGS
 NO0529
 NO0529                          STATION DESCRIPTION
 NO0529
 NO0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0529'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0529'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 1.6 KM (1.00 MI) WESTERLY
 NO0529'ALONG STATE HIGHWAY SPUR 16B, 30.4 M (99.7 FT) WEST OF A UTILITY POLE
 NO0529'WITH A GUY CABLE AND TRANSFORMER, 14.9 M (48.9 FT) SOUTH OF AND LEVEL
 NO0529'WITH THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) EAST OF THE CENTER OF
 NO0529'THE BY THE WAY RANCH ENTRANCE ROAD, 5.7 M (18.7 FT) EAST OF A FENCE
 NO0529'CORNER, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 NO0529'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0542 ***********************************************************************
 NO0542  DESIGNATION -  L 432
 NO0542  PID         -  NO0542
 NO0542  STATE/COUNTY-  NE/CHERRY
 NO0542  COUNTRY     -  US
 NO0542  USGS QUAD   -  WINDMILL LAKE (2017)
 NO0542
 NO0542                         *CURRENT SURVEY CONTROL
 NO0542  ______________________________________________________________________
 NO0542* NAD 83(1986) POSITION- 42 31 32.     (N) 100 53 37.     (W)   SCALED
 NO0542* NAVD 88 ORTHO HEIGHT -   929.156 (meters)     3048.41  (feet) ADJUSTED
 NO0542  ______________________________________________________________________
 NO0542  GEOID HEIGHT    -        -20.788 (meters)                     GEOID18
 NO0542  DYNAMIC HEIGHT  -        928.726 (meters)     3047.00  (feet) COMP
 NO0542  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 NO0542
 NO0542  VERT ORDER      -  FIRST     CLASS II
 NO0542
 NO0542.The horizontal coordinates were scaled from a map and have
 NO0542.an estimated accuracy of +/- 6 seconds.
 NO0542
 NO0542.The orthometric height was determined by differential leveling and
 NO0542.adjusted by the NATIONAL GEODETIC SURVEY
 NO0542.in June 1994.
 NO0542
 NO0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0542.GEOID18 height accuracy estimate available here.
 NO0542
 NO0542.Click photographs - Photos may exist for this station.
 NO0542
 NO0542.The dynamic height is computed by dividing the NAVD 88
 NO0542.geopotential number by the normal gravity value computed on the
 NO0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0542.degrees latitude (g = 980.6199 gals.).
 NO0542
 NO0542.The modeled gravity was interpolated from observed gravity values.
 NO0542
 NO0542;                    North         East    Units  Estimated Accuracy
 NO0542;SPC NE       -   299,300.      426,590.      MT  (+/- 180 meters Scaled)
 NO0542
 NO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN444098(NAD 83)
 NO0542
 NO0542                          SUPERSEDED SURVEY CONTROL
 NO0542
 NO0542  NGVD 29 (02/14/92)  928.858  (m)         3047.43   (f) ADJUSTED    1 2
 NO0542
 NO0542.Superseded values are not recommended for survey control.
 NO0542
 NO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0542.See file dsdata.pdf to determine how the superseded data were derived.
 NO0542
 NO0542_MARKER: I = METAL ROD
 NO0542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0542_STAMPING: L 432 1991
 NO0542_MARK LOGO: NGS
 NO0542_PROJECTION: FLUSH
 NO0542_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0542+STABILITY: POSITION/ELEVATION WELL
 NO0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0542+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0542_ROD/PIPE-DEPTH: 12.6 meters
 NO0542_SLEEVE-DEPTH  : 7.9 meters
 NO0542
 NO0542  HISTORY     - Date     Condition        Report By
 NO0542  HISTORY     - 1991     MONUMENTED       NGS
 NO0542
 NO0542                          STATION DESCRIPTION
 NO0542
 NO0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0542'64.0 KM (39.75 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0542'OF STATE HIGHWAY 2 IN MULLEN, 83.0 M (272.3 FT) SOUTH OF THE CENTER
 NO0542'OF A GRAVELED ROAD, 18.2 M (59.7 FT) NORTH OF A FIELD ENTRANCE, 12.8
 NO0542'M (42.0 FT) EAST OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT) SOUTH OF
 NO0542'A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NO0542'0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0542'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0518 ***********************************************************************
 MM0518  DESIGNATION -  L 433
 MM0518  PID         -  MM0518
 MM0518  STATE/COUNTY-  NE/HOOKER
 MM0518  COUNTRY     -  US
 MM0518  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0518
 MM0518                         *CURRENT SURVEY CONTROL
 MM0518  ______________________________________________________________________
 MM0518* NAD 83(1986) POSITION- 41 55 13.7    (N) 101 03 00.7    (W)   HD_HELD2
 MM0518* NAVD 88 ORTHO HEIGHT -   986.709 (meters)     3237.23  (feet) ADJUSTED
 MM0518  ______________________________________________________________________
 MM0518  GEOID HEIGHT    -        -20.636 (meters)                     GEOID18
 MM0518  DYNAMIC HEIGHT  -        986.185 (meters)     3235.51  (feet) COMP
 MM0518  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 MM0518
 MM0518  VERT ORDER      -  FIRST     CLASS II
 MM0518
 MM0518.The horizontal coordinates were established by autonomous hand held GPS
 MM0518.observations and have an estimated accuracy of +/- 10 meters.
 MM0518
 MM0518.The orthometric height was determined by differential leveling and
 MM0518.adjusted by the NATIONAL GEODETIC SURVEY
 MM0518.in June 1994.
 MM0518
 MM0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0518.GEOID18 height accuracy estimate available here.
 MM0518
 MM0518.Click photographs - Photos may exist for this station.
 MM0518
 MM0518.The dynamic height is computed by dividing the NAVD 88
 MM0518.geopotential number by the normal gravity value computed on the
 MM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0518.degrees latitude (g = 980.6199 gals.).
 MM0518
 MM0518.The modeled gravity was interpolated from observed gravity values.
 MM0518
 MM0518;                    North         East    Units  Estimated Accuracy
 MM0518;SPC NE       -   232,256.      412,912.      MT  (+/- 10 meters HH2 GPS)
 MM0518
 MM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2999242978(NAD 83)
 MM0518
 MM0518                          SUPERSEDED SURVEY CONTROL
 MM0518
 MM0518  NGVD 29 (02/14/92)  986.394  (m)         3236.19   (f) ADJUSTED    1 2
 MM0518
 MM0518.Superseded values are not recommended for survey control.
 MM0518
 MM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0518.See file dsdata.pdf to determine how the superseded data were derived.
 MM0518
 MM0518_MARKER: F = FLANGE-ENCASED ROD
 MM0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0518_STAMPING: L 433 1991
 MM0518_MARK LOGO: NGS
 MM0518_PROJECTION: FLUSH
 MM0518_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0518+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 MM0518_ROD/PIPE-DEPTH: 7.1 meters
 MM0518
 MM0518  HISTORY     - Date     Condition        Report By
 MM0518  HISTORY     - 1991     MONUMENTED       NGS
 MM0518  HISTORY     - 20150325 GOOD             INDIV
 MM0518
 MM0518                          STATION DESCRIPTION
 MM0518
 MM0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0518'13.9 KM (8.65 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0518'OF STATE HIGHWAY 2 IN MULLEN, 27.0 M (88.6 FT) NORTH OF THE CENTER OF
 MM0518'A FIELD ENTRANCE, 12.4 M (40.7 FT) WEST OF THE HIGHWAY CENTERLINE,
 MM0518'2.9 M (9.5 FT) SOUTH OF A Y-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 MM0518'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 MM0518'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0518
 MM0518                          STATION RECOVERY (2015)
 MM0518
 MM0518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 MM0518'RECOVERED AS DESCRIBED, AT MILE MARKER 58+43 OF HWY 97. GPSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0543 ***********************************************************************
 MM0543  DESIGNATION -  L 434
 MM0543  PID         -  MM0543
 MM0543  STATE/COUNTY-  NE/LINCOLN
 MM0543  COUNTRY     -  US
 MM0543  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0543
 MM0543                         *CURRENT SURVEY CONTROL
 MM0543  ______________________________________________________________________
 MM0543* NAD 83(1986) POSITION- 41 18 50.     (N) 100 51 24.     (W)   SCALED
 MM0543* NAVD 88 ORTHO HEIGHT -   919.744 (meters)     3017.53  (feet) ADJUSTED
 MM0543  ______________________________________________________________________
 MM0543  GEOID HEIGHT    -        -21.980 (meters)                     GEOID18
 MM0543  DYNAMIC HEIGHT  -        919.194 (meters)     3015.72  (feet) COMP
 MM0543  MODELED GRAVITY -    979,995.0   (mgal)                       NAVD 88
 MM0543
 MM0543  VERT ORDER      -  FIRST     CLASS II
 MM0543
 MM0543.The horizontal coordinates were scaled from a map and have
 MM0543.an estimated accuracy of +/- 6 seconds.
 MM0543
 MM0543.The orthometric height was determined by differential leveling and
 MM0543.adjusted by the NATIONAL GEODETIC SURVEY
 MM0543.in June 1994.
 MM0543
 MM0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0543.GEOID18 height accuracy estimate available here.
 MM0543
 MM0543.Click photographs - Photos may exist for this station.
 MM0543
 MM0543.The dynamic height is computed by dividing the NAVD 88
 MM0543.geopotential number by the normal gravity value computed on the
 MM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0543.degrees latitude (g = 980.6199 gals.).
 MM0543
 MM0543.The modeled gravity was interpolated from observed gravity values.
 MM0543
 MM0543;                    North         East    Units  Estimated Accuracy
 MM0543;SPC NE       -   164,730.      428,290.      MT  (+/- 180 meters Scaled)
 MM0543
 MM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL445752(NAD 83)
 MM0543
 MM0543                          SUPERSEDED SURVEY CONTROL
 MM0543
 MM0543  NGVD 29 (02/14/92)  919.382  (m)         3016.34   (f) ADJUSTED    1 2
 MM0543
 MM0543.Superseded values are not recommended for survey control.
 MM0543
 MM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0543.See file dsdata.pdf to determine how the superseded data were derived.
 MM0543
 MM0543_MARKER: I = METAL ROD
 MM0543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0543_STAMPING: L 434 1991
 MM0543_MARK LOGO: NGS
 MM0543_PROJECTION: PROJECTING 5 CENTIMETERS
 MM0543_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0543+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0543_ROD/PIPE-DEPTH: 12.0 meters
 MM0543_SLEEVE-DEPTH  : 0.9 meters
 MM0543
 MM0543  HISTORY     - Date     Condition        Report By
 MM0543  HISTORY     - 1991     MONUMENTED       NGS
 MM0543
 MM0543                          STATION DESCRIPTION
 MM0543
 MM0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0543'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0543'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0543'16.7 KM (10.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 18.2 M (59.7
 MM0543'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) SOUTHEAST
 MM0543'OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD, 0.6 M (2.0 FT) BELOW
 MM0543'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 MM0543'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MM0543'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 MM0543'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1446 ***********************************************************************
 LH1446  DESIGNATION -  L 435
 LH1446  PID         -  LH1446
 LH1446  STATE/COUNTY-  NE/BUFFALO
 LH1446  COUNTRY     -  US
 LH1446  USGS QUAD   -  KEARNEY (2017)
 LH1446
 LH1446                         *CURRENT SURVEY CONTROL
 LH1446  ______________________________________________________________________
 LH1446* NAD 83(1986) POSITION- 40 41 50.52   (N) 099 04 21.61   (W)   HD_HELD1
 LH1446* NAVD 88 ORTHO HEIGHT -   655.377 (meters)     2150.18  (feet) ADJUSTED
 LH1446  ______________________________________________________________________
 LH1446  GEOID HEIGHT    -        -24.460 (meters)                     GEOID18
 LH1446  DYNAMIC HEIGHT  -        655.007 (meters)     2148.97  (feet) COMP
 LH1446  MODELED GRAVITY -    980,037.7   (mgal)                       NAVD 88
 LH1446
 LH1446  VERT ORDER      -  FIRST     CLASS II
 LH1446
 LH1446.The horizontal coordinates were determined by differentially corrected
 LH1446.hand held GPS observations or other comparable positioning techniques
 LH1446.and have an estimated accuracy of +/- 3 meters.
 LH1446
 LH1446.The orthometric height was determined by differential leveling and
 LH1446.adjusted by the NATIONAL GEODETIC SURVEY
 LH1446.in May 1993.
 LH1446
 LH1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1446.GEOID18 height accuracy estimate available here.
 LH1446
 LH1446.Click photographs - Photos may exist for this station.
 LH1446
 LH1446.The dynamic height is computed by dividing the NAVD 88
 LH1446.geopotential number by the normal gravity value computed on the
 LH1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1446.degrees latitude (g = 980.6199 gals.).
 LH1446
 LH1446.The modeled gravity was interpolated from observed gravity values.
 LH1446
 LH1446;                    North         East    Units  Estimated Accuracy
 LH1446;SPC NE       -    96,352.6     578,356.4     MT  (+/- 3 meters HH1 GPS) 
 LH1446
 LH1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9386005165(NAD 83)
 LH1446
 LH1446                          SUPERSEDED SURVEY CONTROL
 LH1446
 LH1446  NGVD 29 (02/14/92)  655.116  (m)         2149.33   (f) ADJUSTED    1 2
 LH1446
 LH1446.Superseded values are not recommended for survey control.
 LH1446
 LH1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1446.See file dsdata.pdf to determine how the superseded data were derived.
 LH1446
 LH1446_MARKER: DV = VERTICAL CONTROL DISK
 LH1446_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1446_SP_SET: PIER
 LH1446_STAMPING: L 435 1991
 LH1446_MARK LOGO: NGS
 LH1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1446+STABILITY: POSITION/ELEVATION WELL
 LH1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1446+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 LH1446
 LH1446  HISTORY     - Date     Condition        Report By
 LH1446  HISTORY     - 1991     MONUMENTED       NGS
 LH1446  HISTORY     - 20050224 GOOD             NEDR
 LH1446  HISTORY     - 20120711 GOOD             GEOCAC
 LH1446
 LH1446                          STATION DESCRIPTION
 LH1446
 LH1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1446'IN KEARNEY, AT THE INTERSECTION OF NORTH RAILROAD STREET AND G
 LH1446'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE FIRST CONCRETE PIER
 LH1446'SOUTHEAST OF THE NORTHWEST ABUTMENT OF THE 22ND STREET AND H AVENUE
 LH1446'OVERPASS OF NORTH RAILROAD STREET AND THE UNION PACIFIC RAILROAD,
 LH1446'46.5 M (152.6 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 9.6 M (31.5
 LH1446'FT) NORTH-NORTHWEST OF THE CENTER OF THE STREET, AND 1.6 M (5.2 FT)
 LH1446'ABOVE THE LEVEL OF THE STREET.
 LH1446
 LH1446                          STATION RECOVERY (2005)
 LH1446
 LH1446'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1446'RECOVERED IN GOOD CONDITION.
 LH1446
 LH1446                          STATION RECOVERY (2012)
 LH1446
 LH1446'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LH1446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1469 ***********************************************************************
 LH1469  DESIGNATION -  L 436
 LH1469  PID         -  LH1469
 LH1469  STATE/COUNTY-  NE/ADAMS
 LH1469  COUNTRY     -  US
 LH1469  USGS QUAD   -  TRUMBULL (2017)
 LH1469
 LH1469                         *CURRENT SURVEY CONTROL
 LH1469  ______________________________________________________________________
 LH1469* NAD 83(1986) POSITION- 40 41 34.     (N) 098 22 11.     (W)   SCALED
 LH1469* NAVD 88 ORTHO HEIGHT -   593.650 (meters)     1947.67  (feet) ADJUSTED
 LH1469  ______________________________________________________________________
 LH1469  GEOID HEIGHT    -        -25.188 (meters)                     GEOID18
 LH1469  DYNAMIC HEIGHT  -        593.326 (meters)     1946.60  (feet) COMP
 LH1469  MODELED GRAVITY -    980,058.3   (mgal)                       NAVD 88
 LH1469
 LH1469  VERT ORDER      -  FIRST     CLASS II
 LH1469
 LH1469.The horizontal coordinates were scaled from a map and have
 LH1469.an estimated accuracy of +/- 6 seconds.
 LH1469
 LH1469.The orthometric height was determined by differential leveling and
 LH1469.adjusted by the NATIONAL GEODETIC SURVEY
 LH1469.in May 1993.
 LH1469
 LH1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1469.GEOID18 height accuracy estimate available here.
 LH1469
 LH1469.Click photographs - Photos may exist for this station.
 LH1469
 LH1469.The dynamic height is computed by dividing the NAVD 88
 LH1469.geopotential number by the normal gravity value computed on the
 LH1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1469.degrees latitude (g = 980.6199 gals.).
 LH1469
 LH1469.The modeled gravity was interpolated from observed gravity values.
 LH1469
 LH1469;                    North         East    Units  Estimated Accuracy
 LH1469;SPC NE       -    96,720.      637,760.      MT  (+/- 180 meters Scaled)
 LH1469
 LH1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532048(NAD 83)
 LH1469
 LH1469                          SUPERSEDED SURVEY CONTROL
 LH1469
 LH1469  NGVD 29 (02/14/92)  593.404  (m)         1946.86   (f) ADJUSTED    1 2
 LH1469
 LH1469.Superseded values are not recommended for survey control.
 LH1469
 LH1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1469.See file dsdata.pdf to determine how the superseded data were derived.
 LH1469
 LH1469_MARKER: DV = VERTICAL CONTROL DISK
 LH1469_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1469_SP_SET: GRAIN ELEVATOR
 LH1469_STAMPING: L 436 1991
 LH1469_MARK LOGO: NGS
 LH1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1469+STABILITY: POSITION/ELEVATION WELL
 LH1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1469+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1469
 LH1469  HISTORY     - Date     Condition        Report By
 LH1469  HISTORY     - 1991     MONUMENTED       NGS
 LH1469
 LH1469                          STATION DESCRIPTION
 LH1469
 LH1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1469'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1469'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM (0.50 MI)
 LH1469'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) SOUTHERLY
 LH1469'ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE NORTH FACE OF
 LH1469'THE HEARTLAND CO-OP GRAIN ELEVATOR 3.7 M (12.1 FT) EAST OF THE NEAR
 LH1469'RAIL, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS
 LH1469'ON PROPERTY OWNED BY HEARTLAND CO-OP, CONTACT--BOB KOBER, MANAGER,
 LH1469'THRUMBULL, NEBRASKA 68901, TELEPHONE NUMBER (402) 744-3451.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1269 ***********************************************************************
 LG1269  DESIGNATION -  L 437
 LG1269  PID         -  LG1269
 LG1269  STATE/COUNTY-  NE/FILLMORE
 LG1269  COUNTRY     -  US
 LG1269  USGS QUAD   -  GRAFTON (2017)
 LG1269
 LG1269                         *CURRENT SURVEY CONTROL
 LG1269  ______________________________________________________________________
 LG1269* NAD 83(1986) POSITION- 40 37 45.     (N) 097 42 44.     (W)   SCALED
 LG1269* NAVD 88 ORTHO HEIGHT -   515.434 (meters)     1691.05  (feet) ADJUSTED
 LG1269  ______________________________________________________________________
 LG1269  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 LG1269  DYNAMIC HEIGHT  -        515.152 (meters)     1690.13  (feet) COMP
 LG1269  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LG1269
 LG1269  VERT ORDER      -  FIRST     CLASS II
 LG1269
 LG1269.The horizontal coordinates were scaled from a map and have
 LG1269.an estimated accuracy of +/- 6 seconds.
 LG1269
 LG1269.The orthometric height was determined by differential leveling and
 LG1269.adjusted by the NATIONAL GEODETIC SURVEY
 LG1269.in May 1993.
 LG1269
 LG1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1269.GEOID18 height accuracy estimate available here.
 LG1269
 LG1269.Click photographs - Photos may exist for this station.
 LG1269
 LG1269.The dynamic height is computed by dividing the NAVD 88
 LG1269.geopotential number by the normal gravity value computed on the
 LG1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1269.degrees latitude (g = 980.6199 gals.).
 LG1269
 LG1269.The modeled gravity was interpolated from observed gravity values.
 LG1269
 LG1269;                    North         East    Units  Estimated Accuracy
 LG1269;SPC NE       -    90,920.      693,490.      MT  (+/- 180 meters Scaled)
 LG1269
 LG1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK089983(NAD 83)
 LG1269
 LG1269                          SUPERSEDED SURVEY CONTROL
 LG1269
 LG1269.No superseded survey control is available for this station.
 LG1269
 LG1269_MARKER: DV = VERTICAL CONTROL DISK
 LG1269_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1269_SP_SET: GRAIN ELEVATOR
 LG1269_STAMPING: L 437 1991
 LG1269_MARK LOGO: NGS
 LG1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1269+STABILITY: POSITION/ELEVATION WELL
 LG1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1269+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1269
 LG1269  HISTORY     - Date     Condition        Report By
 LG1269  HISTORY     - 1991     MONUMENTED       NGS
 LG1269
 LG1269                          STATION DESCRIPTION
 LG1269
 LG1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1269'IN GRAFTON, SET VERTICALLY IN THE WEST FACE OF A CONCRETE GRAIN
 LG1269'ELEVATOR AT BHEL AGRI SERVICES AT 375 NORTH TATRO AVENUE, 18.9 M
 LG1269'(62.0 FT) EAST OF THE CENTER OF THE AVENUE, 7.2 M (23.6 FT) SOUTH OF
 LG1269'THE CENTER OF THE WEST ENTRANCE TO A TRUCK DUMP, AND 1.2 M (3.9 FT)
 LG1269'ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE MARK IS ON PROPERTY OWNED
 LG1269'BY BHEL AGRI SERVICES, CONTACT DAVE SCHNEIDER, GENERAL MANAGER, POST
 LG1269'OFFICE BOX 105, 375 NORTH TATRO AVENUE, GRAFTON, NE 68365, TELEPHONE
 LG1269'NUMBER (402) 282-7281.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1306 ***********************************************************************
 LG1306  DESIGNATION -  L 438
 LG1306  PID         -  LG1306
 LG1306  STATE/COUNTY-  NE/LANCASTER
 LG1306  COUNTRY     -  US
 LG1306  USGS QUAD   -  ROCA (2017)
 LG1306
 LG1306                         *CURRENT SURVEY CONTROL
 LG1306  ______________________________________________________________________
 LG1306* NAD 83(1986) POSITION- 40 39 15.63   (N) 096 44 37.47   (W)   HD_HELD1
 LG1306* NAVD 88 ORTHO HEIGHT -   400.111 (meters)     1312.70  (feet) ADJUSTED
 LG1306  ______________________________________________________________________
 LG1306  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 LG1306  DYNAMIC HEIGHT  -        399.934 (meters)     1312.12  (feet) COMP
 LG1306  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 LG1306
 LG1306  VERT ORDER      -  FIRST     CLASS II
 LG1306
 LG1306.The horizontal coordinates were determined by differentially corrected
 LG1306.hand held GPS observations or other comparable positioning techniques
 LG1306.and have an estimated accuracy of +/- 3 meters.
 LG1306
 LG1306.The orthometric height was determined by differential leveling and
 LG1306.adjusted by the NATIONAL GEODETIC SURVEY
 LG1306.in May 1993.
 LG1306
 LG1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1306.GEOID18 height accuracy estimate available here.
 LG1306
 LG1306.Click photographs - Photos may exist for this station.
 LG1306
 LG1306.The dynamic height is computed by dividing the NAVD 88
 LG1306.geopotential number by the normal gravity value computed on the
 LG1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1306.degrees latitude (g = 980.6199 gals.).
 LG1306
 LG1306.The modeled gravity was interpolated from observed gravity values.
 LG1306
 LG1306;                    North         East    Units  Estimated Accuracy
 LG1306;SPC NE       -    96,339.9     775,263.2     MT  (+/- 3 meters HH1 GPS) 
 LG1306
 LG1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9075002834(NAD 83)
 LG1306
 LG1306                          SUPERSEDED SURVEY CONTROL
 LG1306
 LG1306.No superseded survey control is available for this station.
 LG1306
 LG1306_MARKER: I = METAL ROD
 LG1306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1306_STAMPING: L 438 1991
 LG1306_MARK LOGO: NGS
 LG1306_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1306_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1306+STABILITY: POSITION/ELEVATION WELL
 LG1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1306+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1306_ROD/PIPE-DEPTH: 10.2 meters
 LG1306_SLEEVE-DEPTH  : 3.8 meters
 LG1306
 LG1306  HISTORY     - Date     Condition        Report By
 LG1306  HISTORY     - 1991     MONUMENTED       NGS
 LG1306
 LG1306                          STATION DESCRIPTION
 LG1306
 LG1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1306'14.1 KM (8.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1306'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 3.2
 LG1306'KM (2.00 MI) WESTERLY ALONG STATE HIGHWAY 33, 68.8 M (225.7 FT) WEST
 LG1306'OF THE CENTER OF SOUTHWEST 14TH STREET, 46.0 M (150.9 FT) NORTH OF
 LG1306'AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 27.8 M (91.2 FT)
 LG1306'SOUTHWEST OF THE SOUTHWEST CORNER OF A STANDARD OIL BULK PLANT
 LG1306'STORAGE BUILDING, 1.3 M (4.3 FT) EAST OF A RIGHT-OF-WAY POST, AND 0.4
 LG1306'M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 LG1306'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1336 ***********************************************************************
 LG1336  DESIGNATION -  L 439
 LG1336  PID         -  LG1336
 LG1336  STATE/COUNTY-  NE/OTOE
 LG1336  COUNTRY     -  US
 LG1336  USGS QUAD   -  PALMYRA (2017)
 LG1336
 LG1336                         *CURRENT SURVEY CONTROL
 LG1336  ______________________________________________________________________
 LG1336* NAD 83(1986) POSITION- 40 42 40.55   (N) 096 24 01.84   (W)   HD_HELD1
 LG1336* NAVD 88 ORTHO HEIGHT -   365.703 (meters)     1199.81  (feet) ADJUSTED
 LG1336  ______________________________________________________________________
 LG1336  GEOID HEIGHT    -        -26.367 (meters)                     GEOID18
 LG1336  DYNAMIC HEIGHT  -        365.542 (meters)     1199.28  (feet) COMP
 LG1336  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 LG1336
 LG1336  VERT ORDER      -  FIRST     CLASS II
 LG1336
 LG1336.The horizontal coordinates were determined by differentially corrected
 LG1336.hand held GPS observations or other comparable positioning techniques
 LG1336.and have an estimated accuracy of +/- 3 meters.
 LG1336
 LG1336.The orthometric height was determined by differential leveling and
 LG1336.adjusted by the NATIONAL GEODETIC SURVEY
 LG1336.in May 1993.
 LG1336
 LG1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1336.GEOID18 height accuracy estimate available here.
 LG1336
 LG1336.Click photographs - Photos may exist for this station.
 LG1336
 LG1336.The dynamic height is computed by dividing the NAVD 88
 LG1336.geopotential number by the normal gravity value computed on the
 LG1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1336.degrees latitude (g = 980.6199 gals.).
 LG1336
 LG1336.The modeled gravity was interpolated from observed gravity values.
 LG1336
 LG1336;                    North         East    Units  Estimated Accuracy
 LG1336;SPC NE       -   103,804.3     803,998.7     MT  (+/- 3 meters HH1 GPS) 
 LG1336
 LG1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1958309955(NAD 83)
 LG1336
 LG1336                          SUPERSEDED SURVEY CONTROL
 LG1336
 LG1336.No superseded survey control is available for this station.
 LG1336
 LG1336_MARKER: F = FLANGE-ENCASED ROD
 LG1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1336_STAMPING: L 439 1991
 LG1336_MARK LOGO: NGS
 LG1336_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1336+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1336_ROD/PIPE-DEPTH: 8.3 meters
 LG1336
 LG1336  HISTORY     - Date     Condition        Report By
 LG1336  HISTORY     - 1991     MONUMENTED       NGS
 LG1336
 LG1336                          STATION DESCRIPTION
 LG1336
 LG1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1336'20.6 KM (12.80 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1336'OF STATE HIGHWAY 50 IN SYRACUSE, 12.4 M (40.7 FT) SOUTH OF THE
 LG1336'CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) NORTH OF A RIGHT-OF-WAY
 LG1336'POST, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF
 LG1336'A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1336'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1368 ***********************************************************************
 LG1368  DESIGNATION -  L 440
 LG1368  PID         -  LG1368
 LG1368  STATE/COUNTY-  NE/LANCASTER
 LG1368  COUNTRY     -  US
 LG1368  USGS QUAD   -  LINCOLN (2017)
 LG1368
 LG1368                         *CURRENT SURVEY CONTROL
 LG1368  ______________________________________________________________________
 LG1368* NAD 83(1986) POSITION- 40 50 08.94   (N) 096 43 48.90   (W)   HD_HELD1
 LG1368* NAVD 88 ORTHO HEIGHT -   365.733 (meters)     1199.91  (feet) ADJUSTED
 LG1368  ______________________________________________________________________
 LG1368  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 LG1368  DYNAMIC HEIGHT  -        365.568 (meters)     1199.37  (feet) COMP
 LG1368  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 LG1368
 LG1368  VERT ORDER      -  FIRST     CLASS II
 LG1368
 LG1368.The horizontal coordinates were determined by differentially corrected
 LG1368.hand held GPS observations or other comparable positioning techniques
 LG1368.and have an estimated accuracy of +/- 3 meters.
 LG1368
 LG1368.The orthometric height was determined by differential leveling and
 LG1368.adjusted by the NATIONAL GEODETIC SURVEY
 LG1368.in May 1993.
 LG1368
 LG1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1368.GEOID18 height accuracy estimate available here.
 LG1368
 LG1368.Click photographs - Photos may exist for this station.
 LG1368
 LG1368.The dynamic height is computed by dividing the NAVD 88
 LG1368.geopotential number by the normal gravity value computed on the
 LG1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1368.degrees latitude (g = 980.6199 gals.).
 LG1368
 LG1368.The modeled gravity was interpolated from observed gravity values.
 LG1368
 LG1368;                    North         East    Units  Estimated Accuracy
 LG1368;SPC NE       -   116,516.1     775,641.4     MT  (+/- 3 meters HH1 GPS) 
 LG1368
 LG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9136923010(NAD 83)
 LG1368
 LG1368                          SUPERSEDED SURVEY CONTROL
 LG1368
 LG1368.No superseded survey control is available for this station.
 LG1368
 LG1368_MARKER: F = FLANGE-ENCASED ROD
 LG1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1368_STAMPING: L 440 1992
 LG1368_MARK LOGO: NGS
 LG1368_PROJECTION: FLUSH
 LG1368_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1368+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 LG1368_ROD/PIPE-DEPTH: 7.1 meters
 LG1368
 LG1368  HISTORY     - Date     Condition        Report By
 LG1368  HISTORY     - 1992     MONUMENTED       NGS
 LG1368  HISTORY     - 20051009 GOOD             GEOCAC
 LG1368
 LG1368                          STATION DESCRIPTION
 LG1368
 LG1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1368'IN LINCOLN, AT THE INTERSECTION OF CORNHUSKER HIGHWAY AND NORTHWEST
 LG1368'7TH STREET, 24.4 M (80.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 LG1368'LANES OF THE HIGHWAY, 8.8 M (28.9 FT) EAST OF THE STREET CENTER, 1.3
 LG1368'M (4.3 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER, 0.5 M
 LG1368'(1.6 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 LG1368'OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1368'LOGO CAP.
 LG1368
 LG1368                          STATION RECOVERY (2005)
 LG1368
 LG1368'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1392 ***********************************************************************
 LG1392  DESIGNATION -  L 441
 LG1392  PID         -  LG1392
 LG1392  STATE/COUNTY-  NE/LANCASTER
 LG1392  COUNTRY     -  US
 LG1392  USGS QUAD   -  WALTON (2017)
 LG1392
 LG1392                         *CURRENT SURVEY CONTROL
 LG1392  ______________________________________________________________________
 LG1392* NAD 83(1986) POSITION- 40 45 18.3    (N) 096 36 22.7    (W)   HD_HELD2
 LG1392* NAVD 88 ORTHO HEIGHT -   408.551 (meters)     1340.39  (feet) ADJUSTED
 LG1392  ______________________________________________________________________
 LG1392  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 LG1392  DYNAMIC HEIGHT  -        408.375 (meters)     1339.81  (feet) COMP
 LG1392  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LG1392
 LG1392  VERT ORDER      -  FIRST     CLASS II
 LG1392
 LG1392.The horizontal coordinates were established by autonomous hand held GPS
 LG1392.observations and have an estimated accuracy of +/- 10 meters.
 LG1392
 LG1392.The orthometric height was determined by differential leveling and
 LG1392.adjusted by the NATIONAL GEODETIC SURVEY
 LG1392.in May 1993.
 LG1392
 LG1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1392.GEOID18 height accuracy estimate available here.
 LG1392
 LG1392.Click photographs - Photos may exist for this station.
 LG1392
 LG1392.The dynamic height is computed by dividing the NAVD 88
 LG1392.geopotential number by the normal gravity value computed on the
 LG1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1392.degrees latitude (g = 980.6199 gals.).
 LG1392
 LG1392.The modeled gravity was interpolated from observed gravity values.
 LG1392
 LG1392;                    North         East    Units  Estimated Accuracy
 LG1392;SPC NE       -   107,963.      786,436.      MT  (+/- 10 meters HH2 GPS)
 LG1392
 LG1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0206514325(NAD 83)
 LG1392
 LG1392                          SUPERSEDED SURVEY CONTROL
 LG1392
 LG1392.No superseded survey control is available for this station.
 LG1392
 LG1392_MARKER: I = METAL ROD
 LG1392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1392_STAMPING: L 441 1992
 LG1392_MARK LOGO: NGS
 LG1392_PROJECTION: FLUSH
 LG1392_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1392+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1392_ROD/PIPE-DEPTH: 3.4 meters
 LG1392_SLEEVE-DEPTH  : 0.9 meters
 LG1392
 LG1392  HISTORY     - Date     Condition        Report By
 LG1392  HISTORY     - 1992     MONUMENTED       NGS
 LG1392
 LG1392                          STATION DESCRIPTION
 LG1392
 LG1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1392'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1392'OFFICE IN LINCOLN, THENCE 6.5 KM (4.05 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1392'STREET, 22.3 M (73.2 FT) SOUTH OF THE CENTER OF OLD CHENEY ROAD, 15.7
 LG1392'M (51.5 FT) WEST OF THE STREET CENTER, 7.2 M (23.6 FT)
 LG1392'SOUTH-SOUTHWEST OF A MANHOLE COVER, 3.3 M (10.8 FT) NORTH OF UTILITY
 LG1392'POLE NUMBER SW 2550, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.3
 LG1392'M (1.0 FT) BELOW THE LEVEL OF THE STREET. NOTE--ACCESS TO THE DATUM
 LG1392'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1392'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9075 ***********************************************************************
 DG9075  DESIGNATION -  L 441 RESET
 DG9075  PID         -  DG9075
 DG9075  STATE/COUNTY-  NE/LANCASTER
 DG9075  COUNTRY     -  US
 DG9075  USGS QUAD   -  WALTON (2017)
 DG9075
 DG9075                         *CURRENT SURVEY CONTROL
 DG9075  ______________________________________________________________________
 DG9075* NAD 83(1986) POSITION- 40 45 17.24   (N) 096 36 19.43   (W)   HD_HELD1
 DG9075* NAVD 88 ORTHO HEIGHT -   408.64  (meters)     1340.7   (feet) RESET
 DG9075  ______________________________________________________________________
 DG9075  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 DG9075  VERT ORDER      -  THIRD
 DG9075
 DG9075.The horizontal coordinates were determined by differentially corrected
 DG9075.hand held GPS observations or other comparable positioning techniques
 DG9075.and have an estimated accuracy of +/- 3 meters.
 DG9075
 DG9075.The orthometric height was computed from unverified reset data.
 DG9075
 DG9075.No vertical observational check was made to the station.
 DG9075
 DG9075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9075.GEOID18 height accuracy estimate available here.
 DG9075
 DG9075.Click photographs - Photos may exist for this station.
 DG9075
 DG9075;                    North         East    Units  Estimated Accuracy
 DG9075;SPC NE       -   107,932.9     786,514.3     MT  (+/- 3 meters HH1 GPS) 
 DG9075
 DG9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0214314295(NAD 83)
 DG9075
 DG9075                          SUPERSEDED SURVEY CONTROL
 DG9075
 DG9075.No superseded survey control is available for this station.
 DG9075
 DG9075_MARKER: DV = VERTICAL CONTROL DISK
 DG9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9075_STAMPING: L 441 RESET 2004
 DG9075_MARK LOGO: NGS
 DG9075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9075+STABILITY: SURFACE MOTION
 DG9075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9075+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2009
 DG9075
 DG9075  HISTORY     - Date     Condition        Report By
 DG9075  HISTORY     - 2004     MONUMENTED       NEDR
 DG9075  HISTORY     - 20091030 GOOD             INDIV
 DG9075
 DG9075                          STATION DESCRIPTION
 DG9075
 DG9075'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9075'NEAREST TOWN LINCOLN.  FROM 84TH AND OLD CHENEY ROAD INTERSECTION, GO
 DG9075'EAST ON OLD CHENEY APPROXIMATELY 150 FEET (45.7 M) TO ALLTEL
 DG9075'COMMUNICATIONS DRIVEWAY ENTRANCE (SOUTH) AND GO APPROXIMATELY 200 FEET
 DG9075'(61.0 M) TO SOUTHEAST CORNER OF ALLTELS PROPERTY FENCE CORNER TO BM.
 DG9075'9.82 FEET (2.99 M) NORTH NORTHEAST TO NAIL TOP 4 X 4 INCH WOODEN FENCE
 DG9075'POST.  4.13 FEET (1.26 M) EAST TO BOTTOM OF ORANGE FIBERGLASS WITNESS
 DG9075'SIGN IN PROPERTY FENCE.  10.13 FEET (3.09 M) WEST SOUTHWEST TO NAIL
 DG9075'TOP 4 X 4 INCH WOODEN FENCE POST.  56.70 FEET (17.28 M) NORTHWEST TO
 DG9075'SOUTHEAST CORNER OF ALLTEL COMMUNICATIONS BUILDING.
 DG9075
 DG9075                          STATION RECOVERY (2009)
 DG9075
 DG9075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 DG9075'PROPERTY FENCE HAS BEEN REMOVED.  ADDITIONAL TIES ARE WEST 168.5 FEET
 DG9075'TO CENTERLINE NORTHBOUND LANE 84TH STREET.  NORTH 138.5 FEET TO
 DG9075'CENTERLINE EASTBOUND LANE OLD CHENEY ROAD.  SOUTHEAST 74.3 FEET TO
 DG9075'NORTHEAST CORNER ROC'S STOP AND SHOP WITH CAR WASH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3463 ***********************************************************************
 AI3463  DESIGNATION -  L 442
 AI3463  PID         -  AI3463
 AI3463  STATE/COUNTY-  NE/RED WILLOW
 AI3463  COUNTRY     -  US
 AI3463  USGS QUAD   -  MCCOOK WEST (2017)
 AI3463
 AI3463                         *CURRENT SURVEY CONTROL
 AI3463  ______________________________________________________________________
 AI3463* NAD 83(1986) POSITION- 40 11 50.7    (N) 100 38 01.1    (W)   HD_HELD2
 AI3463* NAVD 88 ORTHO HEIGHT -   762.810 (meters)     2502.65  (feet) ADJUSTED
 AI3463  ______________________________________________________________________
 AI3463  GEOID HEIGHT    -        -23.978 (meters)                     GEOID18
 AI3463  DYNAMIC HEIGHT  -        762.304 (meters)     2500.99  (feet) COMP
 AI3463  MODELED GRAVITY -    979,936.5   (mgal)                       NAVD 88
 AI3463
 AI3463  VERT ORDER      -  SECOND    CLASS I
 AI3463
 AI3463.The horizontal coordinates were established by autonomous hand held GPS
 AI3463.observations and have an estimated accuracy of +/- 10 meters.
 AI3463
 AI3463.The orthometric height was determined by differential leveling and
 AI3463.adjusted by the NATIONAL GEODETIC SURVEY
 AI3463.in July 2002.
 AI3463
 AI3463.No vertical observational check was made to the station.
 AI3463
 AI3463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3463.GEOID18 height accuracy estimate available here.
 AI3463
 AI3463.Click photographs - Photos may exist for this station.
 AI3463
 AI3463.The dynamic height is computed by dividing the NAVD 88
 AI3463.geopotential number by the normal gravity value computed on the
 AI3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3463.degrees latitude (g = 980.6199 gals.).
 AI3463
 AI3463.The modeled gravity was interpolated from observed gravity values.
 AI3463
 AI3463;                    North         East    Units  Estimated Accuracy
 AI3463;SPC NE       -    40,623.      446,052.      MT  (+/- 10 meters HH2 GPS)
 AI3463
 AI3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6095250948(NAD 83)
 AI3463
 AI3463                          SUPERSEDED SURVEY CONTROL
 AI3463
 AI3463.No superseded survey control is available for this station.
 AI3463
 AI3463_MARKER: DV = VERTICAL CONTROL DISK
 AI3463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3463_SP_SET: PILE CAP
 AI3463_STAMPING: L 442 1999
 AI3463_MARK LOGO: NGS
 AI3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3463+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 AI3463
 AI3463  HISTORY     - Date     Condition        Report By
 AI3463  HISTORY     - 1999     MONUMENTED       NGS
 AI3463  HISTORY     - 20120828 GOOD             INDIV
 AI3463
 AI3463                          STATION DESCRIPTION
 AI3463
 AI3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3463'0.2 KM (0.10 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3463'STREET (U.S.  HIGHWAY 34) IN MCCOOK, IN TOP OF AND 0.3 M (1.0 FT)
 AI3463'NORTH OF THE SOUTH END OF THE WEST CONCRETE PILE CAP OF THE BURLINGTON
 AI3463'NORTHERN RAILROAD OVERPASS OF THE AVENUE, 6.6 M (21.7 FT) WEST OF THE
 AI3463'AVENUE CENTER, 6.0 M (19.7 FT) SOUTH OF THE CENTER OF THE OVERPASS,
 AI3463'AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--THE MONUMENT
 AI3463'IS ON PROPERTY OWNED BY THE BURLINGTON NORTHERN SANTA FE RAILROAD, 100
 AI3463'NORRIS AVENUE, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-5972.
 AI3463
 AI3463                          STATION RECOVERY (2012)
 AI3463
 AI3463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 AI3463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0517 ***********************************************************************
 LH0517  DESIGNATION -  L 5
 LH0517  PID         -  LH0517
 LH0517  STATE/COUNTY-  NE/BUFFALO
 LH0517  COUNTRY     -  US
 LH0517  USGS QUAD   -  KEARNEY (2017)
 LH0517
 LH0517                         *CURRENT SURVEY CONTROL
 LH0517  ______________________________________________________________________
 LH0517* NAD 83(1986) POSITION- 40 41 56.     (N) 099 03 40.     (W)   SCALED
 LH0517* NAVD 88 ORTHO HEIGHT -   652.593 (meters)     2141.05  (feet) ADJUSTED
 LH0517  ______________________________________________________________________
 LH0517  GEOID HEIGHT    -        -24.464 (meters)                     GEOID18
 LH0517  DYNAMIC HEIGHT  -        652.224 (meters)     2139.84  (feet) COMP
 LH0517  MODELED GRAVITY -    980,038.4   (mgal)                       NAVD 88
 LH0517
 LH0517  VERT ORDER      -  FIRST     CLASS II
 LH0517
 LH0517.The horizontal coordinates were scaled from a map and have
 LH0517.an estimated accuracy of +/- 6 seconds.
 LH0517
 LH0517.The orthometric height was determined by differential leveling and
 LH0517.adjusted by the NATIONAL GEODETIC SURVEY
 LH0517.in June 1991.
 LH0517
 LH0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0517.GEOID18 height accuracy estimate available here.
 LH0517
 LH0517.Click photographs - Photos may exist for this station.
 LH0517
 LH0517.The dynamic height is computed by dividing the NAVD 88
 LH0517.geopotential number by the normal gravity value computed on the
 LH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0517.degrees latitude (g = 980.6199 gals.).
 LH0517
 LH0517.The modeled gravity was interpolated from observed gravity values.
 LH0517
 LH0517;                    North         East    Units  Estimated Accuracy
 LH0517;SPC NE       -    96,530.      579,330.      MT  (+/- 180 meters Scaled)
 LH0517
 LH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML948053(NAD 83)
 LH0517
 LH0517                          SUPERSEDED SURVEY CONTROL
 LH0517
 LH0517  NGVD 29 (??/??/92)  652.335  (m)         2140.20   (f) ADJ UNCH    1 2
 LH0517
 LH0517.Superseded values are not recommended for survey control.
 LH0517
 LH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0517.See file dsdata.pdf to determine how the superseded data were derived.
 LH0517
 LH0517_MARKER: DB = BENCH MARK DISK
 LH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0517_STAMPING: 2140.202 L 5 1933
 LH0517_MARK LOGO: CGS
 LH0517_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0517+STABILITY: SURFACE MOTION
 LH0517
 LH0517  HISTORY     - Date     Condition        Report By
 LH0517  HISTORY     - 1933     MONUMENTED       CGS
 LH0517  HISTORY     - 1961     MARK NOT FOUND   USGS
 LH0517  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0517
 LH0517                          STATION DESCRIPTION
 LH0517
 LH0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0517'1.1 MI E FROM KEARNEY.
 LH0517'1.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0517'AT KEARNEY, BUFFALO COUNTY, ABOUT 500 FEET EAST OF MILEPOST
 LH0517'188, AT THE EAST END OF THE RAILROAD YARDS, 49 FEET WEST OF
 LH0517'THE CENTER LINE OF AVENUE Q, 33.9 FEET SOUTH OF THE SOUTH RAIL
 LH0517'OF THE SOUTH MAIN TRACK, 15 FEET SOUTH OF THE SOUTH RAIL OF THE
 LH0517'SOUTH SIDETRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 LH0517'DISK, STAMPED 2140.202 L 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0517'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 LH0517
 LH0517                          STATION RECOVERY (1961)
 LH0517
 LH0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LH0517'MARK NOT FOUND.
 LH0517
 LH0517                          STATION RECOVERY (2005)
 LH0517
 LH0517'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0259 ***********************************************************************
 MN0259  DESIGNATION -  L 50
 MN0259  PID         -  MN0259
 MN0259  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0259  COUNTRY     -  US
 MN0259  USGS QUAD   -  SCOTTSBLUFF NORTH (2017)
 MN0259
 MN0259                         *CURRENT SURVEY CONTROL
 MN0259  ______________________________________________________________________
 MN0259* NAD 83(1986) POSITION- 41 54 48.     (N) 103 44 37.     (W)   SCALED
 MN0259* NAVD 88 ORTHO HEIGHT -  1199.799 (meters)     3936.34  (feet) ADJUSTED
 MN0259  ______________________________________________________________________
 MN0259  GEOID HEIGHT    -        -18.705 (meters)                     GEOID18
 MN0259  DYNAMIC HEIGHT  -       1199.037 (meters)     3933.84  (feet) COMP
 MN0259  MODELED GRAVITY -    979,946.0   (mgal)                       NAVD 88
 MN0259
 MN0259  VERT ORDER      -  SECOND    CLASS 0
 MN0259
 MN0259.The horizontal coordinates were scaled from a map and have
 MN0259.an estimated accuracy of +/- 6 seconds.
 MN0259
 MN0259.The orthometric height was determined by differential leveling and
 MN0259.adjusted by the NATIONAL GEODETIC SURVEY
 MN0259.in June 1991.
 MN0259
 MN0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0259.GEOID18 height accuracy estimate available here.
 MN0259
 MN0259.Click photographs - Photos may exist for this station.
 MN0259
 MN0259.The dynamic height is computed by dividing the NAVD 88
 MN0259.geopotential number by the normal gravity value computed on the
 MN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0259.degrees latitude (g = 980.6199 gals.).
 MN0259
 MN0259.The modeled gravity was interpolated from observed gravity values.
 MN0259
 MN0259;                    North         East    Units  Estimated Accuracy
 MN0259;SPC NE       -   237,660.      189,610.      MT  (+/- 180 meters Scaled)
 MN0259
 MN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG041409(NAD 83)
 MN0259
 MN0259                          SUPERSEDED SURVEY CONTROL
 MN0259
 MN0259  NGVD 29 (??/??/92) 1199.140  (m)         3934.18   (f) ADJ UNCH    2 0
 MN0259
 MN0259.Superseded values are not recommended for survey control.
 MN0259
 MN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0259.See file dsdata.pdf to determine how the superseded data were derived.
 MN0259
 MN0259_MARKER: DB = BENCH MARK DISK
 MN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0259_STAMPING: L 50 1934
 MN0259_MARK LOGO: CGS
 MN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0259+STABILITY: SURFACE MOTION
 MN0259
 MN0259  HISTORY     - Date     Condition        Report By
 MN0259  HISTORY     - 1934     MONUMENTED       CGS
 MN0259  HISTORY     - 20030924 MARK NOT FOUND   NGS
 MN0259
 MN0259                          STATION DESCRIPTION
 MN0259
 MN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0259'3.8 MI SE FROM MITCHELL.
 MN0259'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0259'QUINCY RAILROAD FROM THE STATION AT MITCHELL, SCOTTS BLUFF COUNTY,
 MN0259'MILEAGE 36+40, ON THE HIGH GROUND BETWEEN THE TRACK AND U.S.
 MN0259'HIGHWAY 26, 48.5 FEET NORTHEAST OF THE NORTH RAIL, 38.0 FEET
 MN0259'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 12.4 FEET EAST
 MN0259'OF A POLE.  A STANDARD DISK, STAMPED L 50 1934 AND SET IN THE TOP
 MN0259'OF A CONCRETE POST.
 MN0259
 MN0259                          STATION RECOVERY (2003)
 MN0259
 MN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0259'STATION WAS NOT SEEN, BUT LIKELY EXISTS BURIED IN SAND AND BRUSH, BUT
 MN0259'WILL REQUIRE A METAL DETECTOR AND PROBING TO FIND IT.  SITE IS 0.5 MI
 MN0259'WNW ALONG SPRING CREEK ROAD (OLD US 26) FROM JUNCTION WITH CURRENT US
 MN0259'26.  RR IS NOW BNSF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0062 ***********************************************************************
 MN0062  DESIGNATION -  L 52
 MN0062  PID         -  MN0062
 MN0062  STATE/COUNTY-  NE/GARDEN
 MN0062  COUNTRY     -  US
 MN0062  USGS QUAD   -  LEWELLEN (2017)
 MN0062
 MN0062                         *CURRENT SURVEY CONTROL
 MN0062  ______________________________________________________________________
 MN0062* NAD 83(1986) POSITION- 41 21 06.     (N) 102 11 36.     (W)   SCALED
 MN0062* NAVD 88 ORTHO HEIGHT -  1014.678 (meters)     3328.99  (feet) ADJUSTED
 MN0062  ______________________________________________________________________
 MN0062  GEOID HEIGHT    -        -20.236 (meters)                     GEOID18
 MN0062  DYNAMIC HEIGHT  -       1014.058 (meters)     3326.96  (feet) COMP
 MN0062  MODELED GRAVITY -    979,977.5   (mgal)                       NAVD 88
 MN0062
 MN0062  VERT ORDER      -  SECOND    CLASS 0
 MN0062
 MN0062.The horizontal coordinates were scaled from a map and have
 MN0062.an estimated accuracy of +/- 6 seconds.
 MN0062
 MN0062.The orthometric height was determined by differential leveling and
 MN0062.adjusted by the NATIONAL GEODETIC SURVEY
 MN0062.in June 1991.
 MN0062
 MN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0062.GEOID18 height accuracy estimate available here.
 MN0062
 MN0062.Click photographs - Photos may exist for this station.
 MN0062
 MN0062.The dynamic height is computed by dividing the NAVD 88
 MN0062.geopotential number by the normal gravity value computed on the
 MN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0062.degrees latitude (g = 980.6199 gals.).
 MN0062
 MN0062.The modeled gravity was interpolated from observed gravity values.
 MN0062
 MN0062;                    North         East    Units  Estimated Accuracy
 MN0062;SPC NE       -   170,900.      316,530.      MT  (+/- 180 meters Scaled)
 MN0062
 MN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF347815(NAD 83)
 MN0062
 MN0062                          SUPERSEDED SURVEY CONTROL
 MN0062
 MN0062  NGVD 29 (??/??/92) 1014.204  (m)         3327.43   (f) ADJ UNCH    2 0
 MN0062
 MN0062.Superseded values are not recommended for survey control.
 MN0062
 MN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0062.See file dsdata.pdf to determine how the superseded data were derived.
 MN0062
 MN0062_MARKER: DB = BENCH MARK DISK
 MN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0062_STAMPING: L 52 1934
 MN0062_MARK LOGO: CGS
 MN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0062+STABILITY: SURFACE MOTION
 MN0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0062+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0062
 MN0062  HISTORY     - Date     Condition        Report By
 MN0062  HISTORY     - 1934     MONUMENTED       CGS
 MN0062  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0062  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0062
 MN0062                          STATION DESCRIPTION
 MN0062
 MN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0062'2.8 MI W FROM LEWELLEN.
 MN0062'ABOUT 2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0062'STATION AT LEWELLEN, GARDEN COUNTY, ABOUT 2 POLES WEST OF MILEPOST
 MN0062'62, ABOUT 625 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 MN0062'ABOUT 200 FEET SOUTHWEST OF THE EXTREME SOUTH ONE OF A LONG ROW OF
 MN0062'TREES, AND 74 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 MN0062'STANDARD DISK, STAMPED L 52 1934 AND SET IN THE TOP OF A CONCRETE
 MN0062'POST.  NOTE-- LOCAL FARMER STATES THAT IT IS VERY POSSIBLE THAT
 MN0062'THIS BM WAS DESTROYED BY FARM EQUIPMENT.
 MN0062
 MN0062                          STATION RECOVERY (1971)
 MN0062
 MN0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0062'MARK NOT FOUND.
 MN0062
 MN0062                          STATION RECOVERY (1992)
 MN0062
 MN0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0288 ***********************************************************************
 MN0288  DESIGNATION -  L 54
 MN0288  PID         -  MN0288
 MN0288  STATE/COUNTY-  NE/BANNER
 MN0288  COUNTRY     -  US
 MN0288  USGS QUAD   -  HARRISBURG (2017)
 MN0288
 MN0288                         *CURRENT SURVEY CONTROL
 MN0288  ______________________________________________________________________
 MN0288* NAD 83(1986) POSITION- 41 34 56.     (N) 103 40 34.     (W)   SCALED
 MN0288* NAVD 88 ORTHO HEIGHT -  1354.637 (meters)     4444.34  (feet) ADJUSTED
 MN0288  ______________________________________________________________________
 MN0288  GEOID HEIGHT    -        -19.117 (meters)                     GEOID18
 MN0288  DYNAMIC HEIGHT  -       1353.668 (meters)     4441.16  (feet) COMP
 MN0288  MODELED GRAVITY -    979,861.0   (mgal)                       NAVD 88
 MN0288
 MN0288  VERT ORDER      -  SECOND    CLASS 0
 MN0288
 MN0288.The horizontal coordinates were scaled from a map and have
 MN0288.an estimated accuracy of +/- 6 seconds.
 MN0288
 MN0288.The orthometric height was determined by differential leveling and
 MN0288.adjusted by the NATIONAL GEODETIC SURVEY
 MN0288.in June 1991.
 MN0288
 MN0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0288.GEOID18 height accuracy estimate available here.
 MN0288
 MN0288.Click photographs - Photos may exist for this station.
 MN0288
 MN0288.The dynamic height is computed by dividing the NAVD 88
 MN0288.geopotential number by the normal gravity value computed on the
 MN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0288.degrees latitude (g = 980.6199 gals.).
 MN0288
 MN0288.The modeled gravity was interpolated from observed gravity values.
 MN0288
 MN0288;                    North         East    Units  Estimated Accuracy
 MN0288;SPC NE       -   200,690.      193,640.      MT  (+/- 180 meters Scaled)
 MN0288
 MN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG103042(NAD 83)
 MN0288
 MN0288                          SUPERSEDED SURVEY CONTROL
 MN0288
 MN0288  NGVD 29 (??/??/92) 1353.940  (m)         4442.05   (f) ADJ UNCH    2 0
 MN0288
 MN0288.Superseded values are not recommended for survey control.
 MN0288
 MN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0288.See file dsdata.pdf to determine how the superseded data were derived.
 MN0288
 MN0288_MARKER: DB = BENCH MARK DISK
 MN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0288_STAMPING: L 54 1934
 MN0288_MARK LOGO: CGS
 MN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0288+STABILITY: SURFACE MOTION
 MN0288
 MN0288  HISTORY     - Date     Condition        Report By
 MN0288  HISTORY     - 1934     MONUMENTED       CGS
 MN0288  HISTORY     - 1971     MARK NOT FOUND   NGS
 MN0288  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0288
 MN0288                          STATION DESCRIPTION
 MN0288
 MN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0288'18.9 MI S FROM GERING.
 MN0288'IN BANNER COUNTY, ABOUT 18.9 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0288'FROM THE COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, ABOUT 4.8
 MN0288'MILES NORTH OF HARRISBURG, ABOUT 200 FEET SOUTHEAST OF THE
 MN0288'JUNCTION OF STATE HIGHWAY 88, ABOUT 200 FEET NORTH OF THE TOP
 MN0288'OF A HILL, 61 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 29,
 MN0288'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0288'STAMPED L 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0288
 MN0288                          STATION RECOVERY (1971)
 MN0288
 MN0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MN0288'MARK NOT FOUND.
 MN0288
 MN0288                          STATION RECOVERY (1974)
 MN0288
 MN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0190 ***********************************************************************
 MN0190  DESIGNATION -  L 55 RESET
 MN0190  PID         -  MN0190
 MN0190  STATE/COUNTY-  NE/BANNER
 MN0190  COUNTRY     -  US
 MN0190  USGS QUAD   -  HACKBERRY CREEK (2017)
 MN0190
 MN0190                         *CURRENT SURVEY CONTROL
 MN0190  ______________________________________________________________________
 MN0190* NAD 83(1986) POSITION- 41 35 00.77   (N) 103 24 23.77   (W)   HD_HELD1
 MN0190* NAVD 88 ORTHO HEIGHT -  1238.12  (meters)     4062.1   (feet) RESET
 MN0190  ______________________________________________________________________
 MN0190  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 MN0190  VERT ORDER      -  THIRD
 MN0190
 MN0190.The horizontal coordinates were determined by differentially corrected
 MN0190.hand held GPS observations or other comparable positioning techniques
 MN0190.and have an estimated accuracy of +/- 3 meters.
 MN0190
 MN0190.The orthometric height was computed from unverified reset data.
 MN0190
 MN0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0190.GEOID18 height accuracy estimate available here.
 MN0190
 MN0190.Click photographs - Photos may exist for this station.
 MN0190
 MN0190;                    North         East    Units  Estimated Accuracy
 MN0190;SPC NE       -   199,911.8     216,097.8     MT  (+/- 3 meters HH1 GPS) 
 MN0190
 MN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3282004765(NAD 83)
 MN0190
 MN0190                          SUPERSEDED SURVEY CONTROL
 MN0190
 MN0190  NGVD 29 (??/??/??) 1237.48   (m)         4060.0    (f) RESET       3  
 MN0190
 MN0190.Superseded values are not recommended for survey control.
 MN0190
 MN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0190.See file dsdata.pdf to determine how the superseded data were derived.
 MN0190
 MN0190_MARKER: DB = BENCH MARK DISK
 MN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0190_STAMPING: L 55 RESET 1966
 MN0190_MARK LOGO: CGS
 MN0190_PROJECTION: RECESSED 64 CENTIMETERS
 MN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0190+STABILITY: SURFACE MOTION
 MN0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0190+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 MN0190
 MN0190  HISTORY     - Date     Condition        Report By
 MN0190  HISTORY     - 1966     MONUMENTED       CGS
 MN0190  HISTORY     - 20210517 GOOD             NEGS
 MN0190
 MN0190                          STATION DESCRIPTION
 MN0190
 MN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0190'7 MI W FROM REDINGTON.
 MN0190'ABOUT 7.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0190'AT REDINGTON, 110 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0190'36 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 4 FEET EAST OF
 MN0190'A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 MN0190'NORTH OF A FENCE, AND IS A STANDARD DISK SET IN THE TOP OF A
 MN0190'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0190
 MN0190                          STATION RECOVERY (2021)
 MN0190
 MN0190'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JH)
 MN0190'TO REACH FROM THE SOUTH JUNCTION OF NE. HIGHWAY 71 AND NE. HIGHWAY 88
 MN0190'WEST OF HARRISBURG, NE., GO EAST ON NE. HIGHWAY 88 APPROXIMATELY 14.0
 MN0190'MI (22.5 KM) TO THE INTERSECTION OF NE. HIGHWAY 88 AND COUNTY ROAD 69
 MN0190'(SOUTH). THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE
 MN0190'INTERSECTION AT MILE POST 37.56.  THE MARK IS 110.0 FT (33.5 M) SOUTH
 MN0190'OF THE CENTERLINE OF NE. HIGHWAY 88, 36.0 FT (11.0 M) EAST OF THE
 MN0190'CENTERLINE OF COUNTY ROAD 69, 4.0 FT (1.2 M) EAST OF A FENCE CORNER,
 MN0190'1.5 FT (0.5 M) EAST OF A METAL WITNESS POST AND 1.0 FT (0.3 M) NORTH
 MN0190'OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0850 ***********************************************************************
 ML0850  DESIGNATION -  L 56
 ML0850  PID         -  ML0850
 ML0850  STATE/COUNTY-  NE/CUSTER
 ML0850  COUNTRY     -  US
 ML0850  USGS QUAD   -  ANSELMO NW (2017)
 ML0850
 ML0850                         *CURRENT SURVEY CONTROL
 ML0850  ______________________________________________________________________
 ML0850* NAD 83(1986) POSITION- 41 42 31.     (N) 099 58 27.     (W)   SCALED
 ML0850* NAVD 88 ORTHO HEIGHT -   828.399 (meters)     2717.84  (feet) ADJUSTED
 ML0850  ______________________________________________________________________
 ML0850  GEOID HEIGHT    -        -22.283 (meters)                     GEOID18
 ML0850  DYNAMIC HEIGHT  -        827.974 (meters)     2716.44  (feet) COMP
 ML0850  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 ML0850
 ML0850  VERT ORDER      -  SECOND    CLASS 0
 ML0850
 ML0850.The horizontal coordinates were scaled from a map and have
 ML0850.an estimated accuracy of +/- 6 seconds.
 ML0850
 ML0850.The orthometric height was determined by differential leveling and
 ML0850.adjusted by the NATIONAL GEODETIC SURVEY
 ML0850.in June 1991.
 ML0850
 ML0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0850.GEOID18 height accuracy estimate available here.
 ML0850
 ML0850.Click photographs - Photos may exist for this station.
 ML0850
 ML0850.The dynamic height is computed by dividing the NAVD 88
 ML0850.geopotential number by the normal gravity value computed on the
 ML0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0850.degrees latitude (g = 980.6199 gals.).
 ML0850
 ML0850.The modeled gravity was interpolated from observed gravity values.
 ML0850
 ML0850;                    North         East    Units  Estimated Accuracy
 ML0850;SPC NE       -   208,200.      502,150.      MT  (+/- 180 meters Scaled)
 ML0850
 ML0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM189178(NAD 83)
 ML0850
 ML0850                          SUPERSEDED SURVEY CONTROL
 ML0850
 ML0850  NGVD 29 (??/??/92)  828.109  (m)         2716.89   (f) ADJ UNCH    2 0
 ML0850
 ML0850.Superseded values are not recommended for survey control.
 ML0850
 ML0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0850.See file dsdata.pdf to determine how the superseded data were derived.
 ML0850
 ML0850_MARKER: DB = BENCH MARK DISK
 ML0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0850_STAMPING: L 56 1934
 ML0850_MARK LOGO: CGS
 ML0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0850+STABILITY: SURFACE MOTION
 ML0850
 ML0850  HISTORY     - Date     Condition        Report By
 ML0850  HISTORY     - 1934     MONUMENTED       CGS
 ML0850  HISTORY     - 1949     GOOD             CGS
 ML0850  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0850
 ML0850                          STATION DESCRIPTION
 ML0850
 ML0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0850'3.9 MI SE FROM LINSCOTT.
 ML0850'IN CUSTER COUNTY, 3.9 MILES SOUTHEAST ALONG THE CHICAGO,
 ML0850'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LINSCOTT,
 ML0850'BLAINE COUNTY, 4 1/2 POLES NORTHWEST OF MILEPOST 204, 81 FEET
 ML0850'EAST OF THE CENTERLINE OF STATE HIGHWAY 2, AND 50 FEET WEST
 ML0850'OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 ML0850'L 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ML0850
 ML0850                          STATION RECOVERY (2021)
 ML0850
 ML0850'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0850'SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0392 ***********************************************************************
 NP0392  DESIGNATION -  L 57
 NP0392  PID         -  NP0392
 NP0392  STATE/COUNTY-  NE/BOX BUTTE
 NP0392  COUNTRY     -  US
 NP0392  USGS QUAD   -  NONPAREIL (2017)
 NP0392
 NP0392                         *CURRENT SURVEY CONTROL
 NP0392  ______________________________________________________________________
 NP0392* NAD 83(1986) POSITION- 42 19 19.     (N) 103 13 46.     (W)   SCALED
 NP0392* NAVD 88 ORTHO HEIGHT -  1351.343 (meters)     4433.53  (feet) POSTED
 NP0392  ______________________________________________________________________
 NP0392  GEOID HEIGHT    -        -18.226 (meters)                     GEOID18
 NP0392  DYNAMIC HEIGHT  -       1350.52  (meters)     4430.8   (feet) COMP
 NP0392  MODELED GRAVITY -    979,965.9   (mgal)                       NAVD 88
 NP0392
 NP0392  VERT ORDER      -  * POSTED, SEE BELOW
 NP0392
 NP0392.The horizontal coordinates were scaled from a map and have
 NP0392.an estimated accuracy of +/- 6 seconds.
 NP0392
 NP0392.The orthometric height was determined by differential leveling
 NP0392.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0392
 NP0392.* This is a POSTED BENCH MARK height.
 NP0392
 NP0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0392.GEOID18 height accuracy estimate available here.
 NP0392
 NP0392.Click photographs - Photos may exist for this station.
 NP0392
 NP0392.The dynamic height is computed by dividing the NAVD 88
 NP0392.geopotential number by the normal gravity value computed on the
 NP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0392.degrees latitude (g = 980.6199 gals.).
 NP0392
 NP0392.The modeled gravity was interpolated from observed gravity values.
 NP0392
 NP0392;                    North         East    Units  Estimated Accuracy
 NP0392;SPC NE       -   281,280.      233,920.      MT  (+/- 180 meters Scaled)
 NP0392
 NP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG458870(NAD 83)
 NP0392
 NP0392                          SUPERSEDED SURVEY CONTROL
 NP0392
 NP0392  NGVD 29 (??/??/92) 1350.677  (m)         4431.35   (f) ADJ UNCH    2 0
 NP0392
 NP0392.Superseded values are not recommended for survey control.
 NP0392
 NP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0392.See file dsdata.pdf to determine how the superseded data were derived.
 NP0392
 NP0392_MARKER: DB = BENCH MARK DISK
 NP0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0392_STAMPING: L 57 1934
 NP0392_MARK LOGO: CGS
 NP0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0392+STABILITY: SURFACE MOTION
 NP0392
 NP0392  HISTORY     - Date     Condition        Report By
 NP0392  HISTORY     - 1934     MONUMENTED       CGS
 NP0392  HISTORY     - 1938     GOOD             CGS
 NP0392
 NP0392                          STATION DESCRIPTION
 NP0392
 NP0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0392'7.9 MI W FROM HEMINGFORD.
 NP0392'7.9 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO. 2, 37 FEET NORTH
 NP0392'OF CENTERLINE OF HIGHWAY, 26 FEET EAST OF CENTERLINE OF ROAD
 NP0392'RUNNING TO NORTH, 2 FEET NORTH OF RIGHT OF WAY FENCE, 190 FEET
 NP0392'NORTHEAST OF NORTHEAST CORNER OF OLD ABANDONED HOUSE.
 NP0392
 NP0392                          STATION RECOVERY (1938)
 NP0392
 NP0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NP0392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0393 ***********************************************************************
 NP0393  DESIGNATION -  L 57 RESET
 NP0393  PID         -  NP0393
 NP0393  STATE/COUNTY-  NE/BOX BUTTE
 NP0393  COUNTRY     -  US
 NP0393  USGS QUAD   -  NONPAREIL (2017)
 NP0393
 NP0393                         *CURRENT SURVEY CONTROL
 NP0393  ______________________________________________________________________
 NP0393* NAD 83(1986) POSITION- 42 19 19.     (N) 103 13 45.     (W)   SCALED
 NP0393* NAVD 88 ORTHO HEIGHT -  1351.247 (meters)     4433.22  (feet) POSTED
 NP0393  ______________________________________________________________________
 NP0393  GEOID HEIGHT    -        -18.226 (meters)                     GEOID18
 NP0393  DYNAMIC HEIGHT  -       1350.42  (meters)     4430.5   (feet) COMP
 NP0393  MODELED GRAVITY -    979,965.9   (mgal)                       NAVD 88
 NP0393
 NP0393  VERT ORDER      -  * POSTED, SEE BELOW
 NP0393
 NP0393.The horizontal coordinates were scaled from a map and have
 NP0393.an estimated accuracy of +/- 6 seconds.
 NP0393
 NP0393.The orthometric height was determined by differential leveling
 NP0393.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0393
 NP0393.* This is a POSTED BENCH MARK height.
 NP0393
 NP0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0393.GEOID18 height accuracy estimate available here.
 NP0393
 NP0393.Click photographs - Photos may exist for this station.
 NP0393
 NP0393.The dynamic height is computed by dividing the NAVD 88
 NP0393.geopotential number by the normal gravity value computed on the
 NP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0393.degrees latitude (g = 980.6199 gals.).
 NP0393
 NP0393.The modeled gravity was interpolated from observed gravity values.
 NP0393
 NP0393;                    North         East    Units  Estimated Accuracy
 NP0393;SPC NE       -   281,280.      233,940.      MT  (+/- 180 meters Scaled)
 NP0393
 NP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG459870(NAD 83)
 NP0393
 NP0393                          SUPERSEDED SURVEY CONTROL
 NP0393
 NP0393  NGVD 29 (??/??/92) 1350.577  (m)         4431.02   (f) ADJ UNCH    2 0
 NP0393
 NP0393.Superseded values are not recommended for survey control.
 NP0393
 NP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0393.See file dsdata.pdf to determine how the superseded data were derived.
 NP0393
 NP0393_MARKER: DB = BENCH MARK DISK
 NP0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0393_STAMPING: L 57 RESET 1948
 NP0393_MARK LOGO: CGS
 NP0393_PROJECTION: RECESSED 3 CENTIMETERS
 NP0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0393+STABILITY: SURFACE MOTION
 NP0393
 NP0393  HISTORY     - Date     Condition        Report By
 NP0393  HISTORY     - 1948     MONUMENTED       CGS
 NP0393  HISTORY     - 1956     GOOD             CGS
 NP0393
 NP0393                          STATION DESCRIPTION
 NP0393
 NP0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0393'8 MI W FROM HEMINGFORD.
 NP0393'8.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0393'AT HEMINGFORD, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0393'42 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 9.5
 NP0393'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT
 NP0393'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0393'IS 0.1 FOOT BELOW THE TOP OF THE GROUND, IN THE SOUTHWEST 1/4
 NP0393'OF SECTION 12, TOWNSHIP 27 NORTH, RANGE 51 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0102 ***********************************************************************
 MN0102  DESIGNATION -  L 59
 MN0102  PID         -  MN0102
 MN0102  STATE/COUNTY-  NE/CHEYENNE
 MN0102  COUNTRY     -  US
 MN0102  USGS QUAD   -  SUNOL (2017)
 MN0102
 MN0102                         *CURRENT SURVEY CONTROL
 MN0102  ______________________________________________________________________
 MN0102* NAD 83(1986) POSITION- 41 09 14.     (N) 102 45 25.     (W)   SCALED
 MN0102* NAVD 88 ORTHO HEIGHT -  1195.073 (meters)     3920.84  (feet) ADJUSTED
 MN0102  ______________________________________________________________________
 MN0102  GEOID HEIGHT    -        -19.943 (meters)                     GEOID18
 MN0102  DYNAMIC HEIGHT  -       1194.256 (meters)     3918.15  (feet) COMP
 MN0102  MODELED GRAVITY -    979,898.7   (mgal)                       NAVD 88
 MN0102
 MN0102  VERT ORDER      -  SECOND    CLASS 0
 MN0102
 MN0102.The horizontal coordinates were scaled from a map and have
 MN0102.an estimated accuracy of +/- 6 seconds.
 MN0102
 MN0102.The orthometric height was determined by differential leveling and
 MN0102.adjusted by the NATIONAL GEODETIC SURVEY
 MN0102.in June 1991.
 MN0102
 MN0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0102.GEOID18 height accuracy estimate available here.
 MN0102
 MN0102.Click photographs - Photos may exist for this station.
 MN0102
 MN0102.The dynamic height is computed by dividing the NAVD 88
 MN0102.geopotential number by the normal gravity value computed on the
 MN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0102.degrees latitude (g = 980.6199 gals.).
 MN0102
 MN0102.The modeled gravity was interpolated from observed gravity values.
 MN0102
 MN0102;                    North         East    Units  Estimated Accuracy
 MN0102;SPC NE       -   150,300.      268,700.      MT  (+/- 180 meters Scaled)
 MN0102
 MN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF882582(NAD 83)
 MN0102
 MN0102                          SUPERSEDED SURVEY CONTROL
 MN0102
 MN0102  NGVD 29 (??/??/92) 1194.522  (m)         3919.03   (f) ADJ UNCH    2 0
 MN0102
 MN0102.Superseded values are not recommended for survey control.
 MN0102
 MN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0102.See file dsdata.pdf to determine how the superseded data were derived.
 MN0102
 MN0102_MARKER: DB = BENCH MARK DISK
 MN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0102_STAMPING: L 59 1934
 MN0102_MARK LOGO: CGS
 MN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0102+STABILITY: SURFACE MOTION
 MN0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0102+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 MN0102
 MN0102  HISTORY     - Date     Condition        Report By
 MN0102  HISTORY     - 1934     MONUMENTED       CGS
 MN0102  HISTORY     - 1985     GOOD             DMA
 MN0102  HISTORY     - 20100126 GOOD             UPRR
 MN0102
 MN0102                          STATION DESCRIPTION
 MN0102
 MN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0102'0.2 MI E FROM SUNOL.
 MN0102'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0102'AT SUNOL, CHEYENNE COUNTY, 1-1/4 POLES WEST OF MILEPOST 396,
 MN0102'108 FEET SOUTH OF SIGNAL TOWER 3959, AND 80 FEET SOUTH OF THE
 MN0102'SOUTH OF THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK.  A STANDARD
 MN0102'DISK, STAMPED L 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0102
 MN0102                          STATION RECOVERY (1985)
 MN0102
 MN0102'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0102'RECOVERED IN GOOD CONDITION.
 MN0102
 MN0102                          STATION RECOVERY (2010)
 MN0102
 MN0102'RECOVERY NOTE BY UNION PACIFIC RAILROAD 2010 (PJL)
 MN0102'SIGNAL TOWER 3959 HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0004 ***********************************************************************
 LJ0004  DESIGNATION -  L 6
 LJ0004  PID         -  LJ0004
 LJ0004  STATE/COUNTY-  NE/DAWSON
 LJ0004  COUNTRY     -  US
 LJ0004  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0004
 LJ0004                         *CURRENT SURVEY CONTROL
 LJ0004  ______________________________________________________________________
 LJ0004* NAD 83(1986) POSITION- 40 52 54.     (N) 100 03 12.     (W)   SCALED
 LJ0004* NAVD 88 ORTHO HEIGHT -   767.703 (meters)     2518.71  (feet) ADJUSTED
 LJ0004  ______________________________________________________________________
 LJ0004  GEOID HEIGHT    -        -23.304 (meters)                     GEOID18
 LJ0004  DYNAMIC HEIGHT  -        767.251 (meters)     2517.22  (feet) COMP
 LJ0004  MODELED GRAVITY -    980,008.9   (mgal)                       NAVD 88
 LJ0004
 LJ0004  VERT ORDER      -  FIRST     CLASS II
 LJ0004
 LJ0004.The horizontal coordinates were scaled from a map and have
 LJ0004.an estimated accuracy of +/- 6 seconds.
 LJ0004
 LJ0004.The orthometric height was determined by differential leveling and
 LJ0004.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0004.in June 1991.
 LJ0004
 LJ0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0004.GEOID18 height accuracy estimate available here.
 LJ0004
 LJ0004.Click photographs - Photos may exist for this station.
 LJ0004
 LJ0004.The dynamic height is computed by dividing the NAVD 88
 LJ0004.geopotential number by the normal gravity value computed on the
 LJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0004.degrees latitude (g = 980.6199 gals.).
 LJ0004
 LJ0004.The modeled gravity was interpolated from observed gravity values.
 LJ0004
 LJ0004;                    North         East    Units  Estimated Accuracy
 LJ0004;SPC NE       -   116,400.      495,510.      MT  (+/- 180 meters Scaled)
 LJ0004
 LJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML112261(NAD 83)
 LJ0004
 LJ0004                          SUPERSEDED SURVEY CONTROL
 LJ0004
 LJ0004  NGVD 29 (??/??/92)  767.412  (m)         2517.75   (f) ADJ UNCH    1 2
 LJ0004
 LJ0004.Superseded values are not recommended for survey control.
 LJ0004
 LJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0004.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0004
 LJ0004_MARKER: DB = BENCH MARK DISK
 LJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0004_STAMPING: 2517.876 L 6 1933
 LJ0004_MARK LOGO: CGS
 LJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0004+STABILITY: SURFACE MOTION
 LJ0004
 LJ0004  HISTORY     - Date     Condition        Report By
 LJ0004  HISTORY     - 1933     MONUMENTED       CGS
 LJ0004  HISTORY     - 1970     MARK NOT FOUND   NGS
 LJ0004  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0004
 LJ0004                          STATION DESCRIPTION
 LJ0004
 LJ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0004'4.1 MI NW FROM COZAD.
 LJ0004'ABOUT 4.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0004'COZAD, DAWSON COUNTY, ABOUT 9 POLES NORTHWEST OF MILEPOST 242,
 LJ0004'AT A COUNTY-ROAD CROSSING, ABOUT 100 FEET SOUTH OF U.S. HIGHWAY
 LJ0004'30, 70 FEET SOUTH OF THE CENTER OF A 2-FOOT PIPE CULVERT, 31.2
 LJ0004'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 29 FEET
 LJ0004'WEST OF THE CENTER LINE OF THE ROAD, AND 16.1 FEET SOUTH OF THE
 LJ0004'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2517.876 L 6
 LJ0004'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 LJ0004'INCH ABOVE GROUND.
 LJ0004
 LJ0004                          STATION RECOVERY (1970)
 LJ0004
 LJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LJ0004'MARK NOT FOUND.
 LJ0004
 LJ0004                          STATION RECOVERY (1986)
 LJ0004
 LJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0004'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 LJ0004'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0763 ***********************************************************************
 ML0763  DESIGNATION -  L 60
 ML0763  PID         -  ML0763
 ML0763  STATE/COUNTY-  NE/CUSTER
 ML0763  COUNTRY     -  US
 ML0763  USGS QUAD   -  OCONTO SE (2017)
 ML0763
 ML0763                         *CURRENT SURVEY CONTROL
 ML0763  ______________________________________________________________________
 ML0763* NAD 83(1986) POSITION- 41 04 34.     (N) 099 45 21.     (W)   SCALED
 ML0763* NAVD 88 ORTHO HEIGHT -   796.703 (meters)     2613.85  (feet) ADJUSTED
 ML0763  ______________________________________________________________________
 ML0763  GEOID HEIGHT    -        -23.298 (meters)                     GEOID18
 ML0763  DYNAMIC HEIGHT  -        796.245 (meters)     2612.35  (feet) COMP
 ML0763  MODELED GRAVITY -    980,021.8   (mgal)                       NAVD 88
 ML0763
 ML0763  VERT ORDER      -  SECOND    CLASS 0
 ML0763
 ML0763.The horizontal coordinates were scaled from a map and have
 ML0763.an estimated accuracy of +/- 6 seconds.
 ML0763
 ML0763.The orthometric height was determined by differential leveling and
 ML0763.adjusted by the NATIONAL GEODETIC SURVEY
 ML0763.in June 1991.
 ML0763
 ML0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0763.GEOID18 height accuracy estimate available here.
 ML0763
 ML0763.Click photographs - Photos may exist for this station.
 ML0763
 ML0763.The dynamic height is computed by dividing the NAVD 88
 ML0763.geopotential number by the normal gravity value computed on the
 ML0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0763.degrees latitude (g = 980.6199 gals.).
 ML0763
 ML0763.The modeled gravity was interpolated from observed gravity values.
 ML0763
 ML0763;                    North         East    Units  Estimated Accuracy
 ML0763;SPC NE       -   138,010.      520,510.      MT  (+/- 180 meters Scaled)
 ML0763
 ML0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML365474(NAD 83)
 ML0763
 ML0763                          SUPERSEDED SURVEY CONTROL
 ML0763
 ML0763  NGVD 29 (??/??/92)  796.410  (m)         2612.89   (f) ADJ UNCH    2 0
 ML0763
 ML0763.Superseded values are not recommended for survey control.
 ML0763
 ML0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0763.See file dsdata.pdf to determine how the superseded data were derived.
 ML0763
 ML0763_MARKER: DR = REFERENCE MARK DISK
 ML0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0763_STAMPING: L 60 1934
 ML0763_MARK LOGO: CGS
 ML0763_PROJECTION: RECESSED 30 CENTIMETERS
 ML0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0763+STABILITY: SURFACE MOTION
 ML0763
 ML0763  HISTORY     - Date     Condition        Report By
 ML0763  HISTORY     - 1934     MONUMENTED       CGS
 ML0763  HISTORY     - 1951     GOOD             CGS
 ML0763
 ML0763                          STATION DESCRIPTION
 ML0763
 ML0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 ML0763'4.5 MI S FROM OCONTO.
 ML0763'4.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0763'OCONTO, 0.4 MILE NORTHEAST OF A HILL WHERE THE HIGHWAY TURNS
 ML0763'SOUTH AND INTERSECTS A ROAD LEADING NORTH PAST A SCHOOLHOUSE,
 ML0763'AT A HOLLOW AMONG HILLS, 34.6 FEET NORTHWEST OF THE CENTERLINE
 ML0763'OF THE HIGHWAY, 10 FEET NORTH OF A JOG IN THE RIGHT-OF-WAY
 ML0763'FENCE, AND 5-3/4 FEET NORTHWEST OF THE CORNER FORMED BY THE
 ML0763'RIGHT-OF-WAY FENCE AND A NORTH-AND-SOUTH FENCE.  A STANDARD
 ML0763'DISK, STAMPED L 60 1934 AND SET IN THE TOP OF A CONCRETE POST
 ML0763'1 FOOT UNDER GROUND.  NOTE-- THE MARK IS 51.5 FEET NORTH OF THE
 ML0763'CENTERLINE OF A ROAD AT A NORTH-SOUTH FENCE, 52 FEET SOUTH
 ML0763'OF A T-FENCE LEADING SOUTHWEST, 4 FEET EAST OF A CORNER POST,
 ML0763'AND ON A SMALL BANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0183 ***********************************************************************
 NP0183  DESIGNATION -  L 61
 NP0183  PID         -  NP0183
 NP0183  STATE/COUNTY-  NE/SHERIDAN
 NP0183  COUNTRY     -  US
 NP0183  USGS QUAD   -  ANTIOCH (2017)
 NP0183
 NP0183                         *CURRENT SURVEY CONTROL
 NP0183  ______________________________________________________________________
 NP0183* NAD 83(1986) POSITION- 42 03 46.89   (N) 102 30 50.38   (W)   HD_HELD1
 NP0183* NAVD 88 ORTHO HEIGHT -  1180.703 (meters)     3873.69  (feet) ADJUSTED
 NP0183  ______________________________________________________________________
 NP0183  GEOID HEIGHT    -        -18.842 (meters)                     GEOID18
 NP0183  DYNAMIC HEIGHT  -       1180.026 (meters)     3871.47  (feet) COMP
 NP0183  MODELED GRAVITY -    980,008.3   (mgal)                       NAVD 88
 NP0183
 NP0183  VERT ORDER      -  SECOND    CLASS 0
 NP0183
 NP0183.The horizontal coordinates were determined by differentially corrected
 NP0183.hand held GPS observations or other comparable positioning techniques
 NP0183.and have an estimated accuracy of +/- 3 meters.
 NP0183
 NP0183.The orthometric height was determined by differential leveling and
 NP0183.adjusted by the NATIONAL GEODETIC SURVEY
 NP0183.in June 1991.
 NP0183
 NP0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0183.GEOID18 height accuracy estimate available here.
 NP0183
 NP0183.Click photographs - Photos may exist for this station.
 NP0183
 NP0183.The dynamic height is computed by dividing the NAVD 88
 NP0183.geopotential number by the normal gravity value computed on the
 NP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0183.degrees latitude (g = 980.6199 gals.).
 NP0183
 NP0183.The modeled gravity was interpolated from observed gravity values.
 NP0183
 NP0183;                    North         East    Units  Estimated Accuracy
 NP0183;SPC NE       -   250,580.5     292,009.8     MT  (+/- 3 meters HH1 GPS) 
 NP0183
 NP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0568859764(NAD 83)
 NP0183
 NP0183                          SUPERSEDED SURVEY CONTROL
 NP0183
 NP0183  NGVD 29 (??/??/92) 1180.148  (m)         3871.87   (f) ADJ UNCH    2 0
 NP0183
 NP0183.Superseded values are not recommended for survey control.
 NP0183
 NP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0183.See file dsdata.pdf to determine how the superseded data were derived.
 NP0183
 NP0183_MARKER: DB = BENCH MARK DISK
 NP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0183_STAMPING: L 61 1934
 NP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0183+STABILITY: SURFACE MOTION
 NP0183
 NP0183  HISTORY     - Date     Condition        Report By
 NP0183  HISTORY     - 1934     MONUMENTED       CGS
 NP0183  HISTORY     - 1940     GOOD             CGS
 NP0183  HISTORY     - 20070425 MARK NOT FOUND   NEDR
 NP0183
 NP0183                          STATION DESCRIPTION
 NP0183
 NP0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0183'3.7 MI E FROM ANTIOCH.
 NP0183'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0183'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0183'OF MILEPOST 347, AT THE WEST END OF A CURVE IN STATE HIGHWAY 2
 NP0183'AROUND A SWAMP, AT A LONG STRIP OF HIGH GROUND, 59.9 FEET SOUTH
 NP0183'OF THE SOUTH RAIL, 3.0 FEET EAST OF A 4- BY 4-INCH WHITE POST
 NP0183'PROJECTING 2.0 FEET ABOVE GROUND, AND 2.0 FEET LOWER THAN THE
 NP0183'TRACK.  A STANDARD DISK, STAMPED L 61 1934 AND SET IN THE TOP
 NP0183'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NP0183
 NP0183                          STATION RECOVERY (2007)
 NP0183
 NP0183'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0019 ***********************************************************************
 MM0019  DESIGNATION -  L 64
 MM0019  PID         -  MM0019
 MM0019  STATE/COUNTY-  NE/BLAINE
 MM0019  COUNTRY     -  US
 MM0019  USGS QUAD   -  DUNNING (2017)
 MM0019
 MM0019                         *CURRENT SURVEY CONTROL
 MM0019  ______________________________________________________________________
 MM0019* NAD 83(1986) POSITION- 41 45 42.41   (N) 100 02 58.40   (W)   HD_HELD1
 MM0019* NAVD 88 ORTHO HEIGHT -   833.495 (meters)     2734.56  (feet) ADJUSTED
 MM0019  ______________________________________________________________________
 MM0019  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 MM0019  DYNAMIC HEIGHT  -        833.062 (meters)     2733.14  (feet) COMP
 MM0019  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 MM0019
 MM0019  VERT ORDER      -  SECOND    CLASS 0
 MM0019
 MM0019.The horizontal coordinates were determined by differentially corrected
 MM0019.hand held GPS observations or other comparable positioning techniques
 MM0019.and have an estimated accuracy of +/- 3 meters.
 MM0019
 MM0019.The orthometric height was determined by differential leveling and
 MM0019.adjusted by the NATIONAL GEODETIC SURVEY
 MM0019.in June 1991.
 MM0019
 MM0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0019.GEOID18 height accuracy estimate available here.
 MM0019
 MM0019.Click photographs - Photos may exist for this station.
 MM0019
 MM0019.The dynamic height is computed by dividing the NAVD 88
 MM0019.geopotential number by the normal gravity value computed on the
 MM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0019.degrees latitude (g = 980.6199 gals.).
 MM0019
 MM0019.The modeled gravity was interpolated from observed gravity values.
 MM0019
 MM0019;                    North         East    Units  Estimated Accuracy
 MM0019;SPC NE       -   214,108.4     495,880.4     MT  (+/- 3 meters HH1 GPS) 
 MM0019
 MM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1275423859(NAD 83)
 MM0019
 MM0019                          SUPERSEDED SURVEY CONTROL
 MM0019
 MM0019  NGVD 29 (??/??/92)  833.196  (m)         2733.58   (f) ADJ UNCH    2 0
 MM0019
 MM0019.Superseded values are not recommended for survey control.
 MM0019
 MM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0019.See file dsdata.pdf to determine how the superseded data were derived.
 MM0019
 MM0019_MARKER: DB = BENCH MARK DISK
 MM0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0019_STAMPING: L 64 1934
 MM0019_MARK LOGO: CGS
 MM0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0019+STABILITY: SURFACE MOTION
 MM0019
 MM0019  HISTORY     - Date     Condition        Report By
 MM0019  HISTORY     - 1934     MONUMENTED       CGS
 MM0019  HISTORY     - 1939     GOOD             CGS
 MM0019  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0019
 MM0019                          STATION DESCRIPTION
 MM0019
 MM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MM0019'1.8 MI NW FROM LINSCOTT.
 MM0019'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0019'RAILROAD FROM THE STATION AT LINSCOTT, BLAINE COUNTY, 0.4 MILE
 MM0019'EAST OF MILEPOST 210, AT THE WEST END OF A SMALL CUT, 94 FEET
 MM0019'SOUTH OF THE SOUTH RAIL, AND 5.6 FEET NORTH OF THE RIGHT-OF-WAY
 MM0019'FENCE.  A STANDARD DISK, STAMPED L 64 1934 AND SET IN THE TOP
 MM0019'OF A CONCRETE POST.
 MM0019
 MM0019                          STATION RECOVERY (1985)
 MM0019
 MM0019'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0464 ***********************************************************************
 NN0464  DESIGNATION -  L 67
 NN0464  PID         -  NN0464
 NN0464  STATE/COUNTY-  NE/BROWN
 NN0464  COUNTRY     -  US
 NN0464  USGS QUAD   -  GOLDMAN LAKE NE (2017)
 NN0464
 NN0464                         *CURRENT SURVEY CONTROL
 NN0464  ______________________________________________________________________
 NN0464* NAD 83(1986) POSITION- 42 10 11.     (N) 099 50 27.     (W)   SCALED
 NN0464* NAVD 88 ORTHO HEIGHT -   791.702 (meters)     2597.44  (feet) ADJUSTED
 NN0464  ______________________________________________________________________
 NN0464  GEOID HEIGHT    -        -22.469 (meters)                     GEOID18
 NN0464  DYNAMIC HEIGHT  -        791.332 (meters)     2596.23  (feet) COMP
 NN0464  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 NN0464
 NN0464  VERT ORDER      -  SECOND    CLASS 0
 NN0464
 NN0464.The horizontal coordinates were scaled from a map and have
 NN0464.an estimated accuracy of +/- 6 seconds.
 NN0464
 NN0464.The orthometric height was determined by differential leveling and
 NN0464.adjusted by the NATIONAL GEODETIC SURVEY
 NN0464.in June 1991.
 NN0464
 NN0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0464.GEOID18 height accuracy estimate available here.
 NN0464
 NN0464.Click photographs - Photos may exist for this station.
 NN0464
 NN0464.The dynamic height is computed by dividing the NAVD 88
 NN0464.geopotential number by the normal gravity value computed on the
 NN0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0464.degrees latitude (g = 980.6199 gals.).
 NN0464
 NN0464.The modeled gravity was interpolated from observed gravity values.
 NN0464
 NN0464;                    North         East    Units  Estimated Accuracy
 NN0464;SPC NE       -   259,420.      513,150.      MT  (+/- 180 meters Scaled)
 NN0464
 NN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM305689(NAD 83)
 NN0464
 NN0464                          SUPERSEDED SURVEY CONTROL
 NN0464
 NN0464  NGVD 29 (??/??/92)  791.403  (m)         2596.46   (f) ADJ UNCH    2 0
 NN0464
 NN0464.Superseded values are not recommended for survey control.
 NN0464
 NN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0464.See file dsdata.pdf to determine how the superseded data were derived.
 NN0464
 NN0464_MARKER: DB = BENCH MARK DISK
 NN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0464_STAMPING: L 67 1935
 NN0464_MARK LOGO: CGS
 NN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0464+STABILITY: SURFACE MOTION
 NN0464
 NN0464  HISTORY     - Date     Condition        Report By
 NN0464  HISTORY     - 1935     MONUMENTED       CGS
 NN0464  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0464
 NN0464                          STATION DESCRIPTION
 NN0464
 NN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0464'19.3 MI N FROM BREWSTER.
 NN0464'IN BROWN COUNTY, ABOUT 19.3 MILES NORTH ALONG STATE HIGHWAY 7
 NN0464'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT A
 NN0464'HOLLOW BETWEEN HILLS, 25.6 FEET EAST OF THE CENTER LINE OF THE
 NN0464'HIGHWAY, 18.5 FEET EAST OF THE EAST END OF A CATTLE GATE, AND
 NN0464'2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED L 67 1935
 NN0464'AND SET IN THE TOP OF A CONCRETE POST.
 NN0464
 NN0464                          STATION RECOVERY (1975)
 NN0464
 NN0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0106 ***********************************************************************
 MM0106  DESIGNATION -  L 7
 MM0106  PID         -  MM0106
 MM0106  STATE/COUNTY-  NE/LINCOLN
 MM0106  COUNTRY     -  US
 MM0106  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0106
 MM0106                         *CURRENT SURVEY CONTROL
 MM0106  ______________________________________________________________________
 MM0106* NAD 83(1986) POSITION- 41 08 56.     (N) 100 49 48.     (W)   SCALED
 MM0106* NAVD 88 ORTHO HEIGHT -   861.902 (meters)     2827.76  (feet) ADJUSTED
 MM0106  ______________________________________________________________________
 MM0106  GEOID HEIGHT    -        -22.104 (meters)                     GEOID18
 MM0106  DYNAMIC HEIGHT  -        861.393 (meters)     2826.09  (feet) COMP
 MM0106  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 MM0106
 MM0106  VERT ORDER      -  FIRST     CLASS II
 MM0106
 MM0106.The horizontal coordinates were scaled from a map and have
 MM0106.an estimated accuracy of +/- 6 seconds.
 MM0106
 MM0106.The orthometric height was determined by differential leveling and
 MM0106.adjusted by the NATIONAL GEODETIC SURVEY
 MM0106.in June 1994.
 MM0106
 MM0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0106.GEOID18 height accuracy estimate available here.
 MM0106
 MM0106.Click photographs - Photos may exist for this station.
 MM0106
 MM0106.The dynamic height is computed by dividing the NAVD 88
 MM0106.geopotential number by the normal gravity value computed on the
 MM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0106.degrees latitude (g = 980.6199 gals.).
 MM0106
 MM0106.The modeled gravity was interpolated from observed gravity values.
 MM0106
 MM0106;                    North         East    Units  Estimated Accuracy
 MM0106;SPC NE       -   146,400.      430,350.      MT  (+/- 180 meters Scaled)
 MM0106
 MM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL464568(NAD 83)
 MM0106
 MM0106                          SUPERSEDED SURVEY CONTROL
 MM0106
 MM0106  NAVD 88 (06/15/91)  861.898  (m)         2827.74   (f) SUPERSEDED  1 2
 MM0106  NGVD 29 (??/??/92)  861.545  (m)         2826.59   (f) ADJ UNCH    1 2
 MM0106
 MM0106.Superseded values are not recommended for survey control.
 MM0106
 MM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0106.See file dsdata.pdf to determine how the superseded data were derived.
 MM0106
 MM0106_MARKER: DB = BENCH MARK DISK
 MM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0106_STAMPING: 2826.586 L 7 1933
 MM0106_MARK LOGO: CGS
 MM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0106+STABILITY: SURFACE MOTION
 MM0106
 MM0106  HISTORY     - Date     Condition        Report By
 MM0106  HISTORY     - 1933     MONUMENTED       CGS
 MM0106  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0106
 MM0106                          STATION DESCRIPTION
 MM0106
 MM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0106'3.9 MI W FROM NORTH PLATTE.
 MM0106'ABOUT 3.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0106'NORTH PLATTE, LINCOLN COUNTY, ABOUT 9 POLES EAST OF MILEPOST
 MM0106'288, AT A COUNTY-ROAD CROSSING, 66 FEET WEST OF THE CENTER
 MM0106'LINE OF THE ROAD, 31.1 FEET NORTH OF THE NORTH RAIL OF THE
 MM0106'NORTH MAIN TRACK, 32 FEET WEST OF THE WEST FENCE OF THE ROAD,
 MM0106'AND 2.6 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 MM0106'A STANDARD DISK, STAMPED 2826.586 L 7 1933 AND SET IN THE TOP
 MM0106'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0106
 MM0106                          STATION RECOVERY (1970)
 MM0106
 MM0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0012 ***********************************************************************
 ML0012  DESIGNATION -  L 70
 ML0012  PID         -  ML0012
 ML0012  STATE/COUNTY-  NE/WHEELER
 ML0012  COUNTRY     -  US
 ML0012  USGS QUAD   -  PARK CHURCH (2017)
 ML0012
 ML0012                         *CURRENT SURVEY CONTROL
 ML0012  ______________________________________________________________________
 ML0012* NAD 83(1986) POSITION- 41 59 14.     (N) 098 20 58.     (W)   SCALED
 ML0012* NAVD 88 ORTHO HEIGHT -   619.441 (meters)     2032.28  (feet) ADJUSTED
 ML0012  ______________________________________________________________________
 ML0012  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 ML0012  DYNAMIC HEIGHT  -        619.175 (meters)     2031.41  (feet) COMP
 ML0012  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 ML0012
 ML0012  VERT ORDER      -  SECOND    CLASS 0
 ML0012
 ML0012.The horizontal coordinates were scaled from a map and have
 ML0012.an estimated accuracy of +/- 6 seconds.
 ML0012
 ML0012.The orthometric height was determined by differential leveling and
 ML0012.adjusted by the NATIONAL GEODETIC SURVEY
 ML0012.in June 1991.
 ML0012
 ML0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0012.GEOID18 height accuracy estimate available here.
 ML0012
 ML0012.Click photographs - Photos may exist for this station.
 ML0012
 ML0012.The dynamic height is computed by dividing the NAVD 88
 ML0012.geopotential number by the normal gravity value computed on the
 ML0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0012.degrees latitude (g = 980.6199 gals.).
 ML0012
 ML0012.The modeled gravity was interpolated from observed gravity values.
 ML0012
 ML0012;                    North         East    Units  Estimated Accuracy
 ML0012;SPC NE       -   240,440.      636,730.      MT  (+/- 180 meters Scaled)
 ML0012
 ML0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM538485(NAD 83)
 ML0012
 ML0012                          SUPERSEDED SURVEY CONTROL
 ML0012
 ML0012  NGVD 29 (??/??/92)  619.208  (m)         2031.52   (f) ADJ UNCH    2 0
 ML0012
 ML0012.Superseded values are not recommended for survey control.
 ML0012
 ML0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0012.See file dsdata.pdf to determine how the superseded data were derived.
 ML0012
 ML0012_MARKER: DB = BENCH MARK DISK
 ML0012_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0012_STAMPING: L 70 1935
 ML0012_MARK LOGO: CGS
 ML0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0012
 ML0012  HISTORY     - Date     Condition        Report By
 ML0012  HISTORY     - 1935     MONUMENTED       CGS
 ML0012  HISTORY     - 1938     GOOD             CGS
 ML0012
 ML0012                          STATION DESCRIPTION
 ML0012
 ML0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0012'3.4 MI W FROM PARK CENTER.
 ML0012'3.4 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0012'NO. 53 BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 0.2 OF A
 ML0012'MILE EAST OF A CROSS ROAD, NEAR THE CENTER OF A SHORT GRADE,
 ML0012'35 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2.0 FEET BELOW THE
 ML0012'LEVEL OF THE HIGHWAY, 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE,
 ML0012'IN LINE WITH A NORTH-SOUTH FENCE.  A STANDARD DISK SET HORIZONTAL
 ML0012'IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0607 ***********************************************************************
 ML0607  DESIGNATION -  L 71
 ML0607  PID         -  ML0607
 ML0607  STATE/COUNTY-  NE/GARFIELD
 ML0607  COUNTRY     -  US
 ML0607  USGS QUAD   -  BURWELL (2017)
 ML0607
 ML0607                         *CURRENT SURVEY CONTROL
 ML0607  ______________________________________________________________________
 ML0607* NAD 83(1986) POSITION- 41 46 45.     (N) 099 07 44.     (W)   SCALED
 ML0607* NAVD 88 ORTHO HEIGHT -   663.259 (meters)     2176.04  (feet) ADJUSTED
 ML0607  ______________________________________________________________________
 ML0607  GEOID HEIGHT    -        -23.559 (meters)                     GEOID18
 ML0607  DYNAMIC HEIGHT  -        662.938 (meters)     2174.99  (feet) COMP
 ML0607  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 ML0607
 ML0607  VERT ORDER      -  SECOND    CLASS 0
 ML0607
 ML0607.The horizontal coordinates were scaled from a map and have
 ML0607.an estimated accuracy of +/- 6 seconds.
 ML0607
 ML0607.The orthometric height was determined by differential leveling and
 ML0607.adjusted by the NATIONAL GEODETIC SURVEY
 ML0607.in June 1991.
 ML0607
 ML0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0607.GEOID18 height accuracy estimate available here.
 ML0607
 ML0607.Click photographs - Photos may exist for this station.
 ML0607
 ML0607.The dynamic height is computed by dividing the NAVD 88
 ML0607.geopotential number by the normal gravity value computed on the
 ML0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0607.degrees latitude (g = 980.6199 gals.).
 ML0607
 ML0607.The modeled gravity was interpolated from observed gravity values.
 ML0607
 ML0607;                    North         East    Units  Estimated Accuracy
 ML0607;SPC NE       -   216,400.      572,400.      MT  (+/- 180 meters Scaled)
 ML0607
 ML0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM892252(NAD 83)
 ML0607
 ML0607                          SUPERSEDED SURVEY CONTROL
 ML0607
 ML0607  NGVD 29 (??/??/92)  662.994  (m)         2175.17   (f) ADJ UNCH    2 0
 ML0607
 ML0607.Superseded values are not recommended for survey control.
 ML0607
 ML0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0607.See file dsdata.pdf to determine how the superseded data were derived.
 ML0607
 ML0607_MARKER: DB = BENCH MARK DISK
 ML0607_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0607_STAMPING: L 71 1935
 ML0607_MARK LOGO: CGS
 ML0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0607
 ML0607  HISTORY     - Date     Condition        Report By
 ML0607  HISTORY     - 1935     MONUMENTED       CGS
 ML0607  HISTORY     - 1938     GOOD             CGS
 ML0607  HISTORY     - 20120731 GOOD             NEDR
 ML0607
 ML0607                          STATION DESCRIPTION
 ML0607
 ML0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0607'AT BURWELL.
 ML0607'NEAR THE PUBLIC LIBRARY IN BURWELL, 69.4 FEET EAST OF THE
 ML0607'CENTER OF STATE HIGHWAY NO. 11, 8.1 FEET NORTH OF THE CENTER
 ML0607'OF THE DOOR AT THE ENTRANCE TO THE LIBRARY, 85.7 FEET SOUTH
 ML0607'OF AN EAST-WEST STREET.  1.9 FEET WEST OF THE WEST SIDE OF THE
 ML0607'LIBRARY BUILDING.  17 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ML0607'BUILDING.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE
 ML0607'POST.
 ML0607
 ML0607                          STATION RECOVERY (2012)
 ML0607
 ML0607'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (CH)
 ML0607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0877 ***********************************************************************
 ML0877  DESIGNATION -  L 72
 ML0877  PID         -  ML0877
 ML0877  STATE/COUNTY-  NE/BLAINE
 ML0877  COUNTRY     -  US
 ML0877  USGS QUAD   -  BREWSTER (2017)
 ML0877
 ML0877                         *CURRENT SURVEY CONTROL
 ML0877  ______________________________________________________________________
 ML0877* NAD 83(1986) POSITION- 41 55 43.     (N) 099 47 20.     (W)   SCALED
 ML0877* NAVD 88 ORTHO HEIGHT -   752.844 (meters)     2469.96  (feet) ADJUSTED
 ML0877  ______________________________________________________________________
 ML0877  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 ML0877  DYNAMIC HEIGHT  -        752.482 (meters)     2468.77  (feet) COMP
 ML0877  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 ML0877
 ML0877  VERT ORDER      -  SECOND    CLASS 0
 ML0877
 ML0877.The horizontal coordinates were scaled from a map and have
 ML0877.an estimated accuracy of +/- 6 seconds.
 ML0877
 ML0877.The orthometric height was determined by differential leveling and
 ML0877.adjusted by the NATIONAL GEODETIC SURVEY
 ML0877.in June 1991.
 ML0877
 ML0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0877.GEOID18 height accuracy estimate available here.
 ML0877
 ML0877.Click photographs - Photos may exist for this station.
 ML0877
 ML0877.The dynamic height is computed by dividing the NAVD 88
 ML0877.geopotential number by the normal gravity value computed on the
 ML0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0877.degrees latitude (g = 980.6199 gals.).
 ML0877
 ML0877.The modeled gravity was interpolated from observed gravity values.
 ML0877
 ML0877;                    North         East    Units  Estimated Accuracy
 ML0877;SPC NE       -   232,650.      517,510.      MT  (+/- 180 meters Scaled)
 ML0877
 ML0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM345421(NAD 83)
 ML0877
 ML0877                          SUPERSEDED SURVEY CONTROL
 ML0877
 ML0877  NGVD 29 (??/??/92)  752.561  (m)         2469.03   (f) ADJ UNCH    2 0
 ML0877
 ML0877.Superseded values are not recommended for survey control.
 ML0877
 ML0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0877.See file dsdata.pdf to determine how the superseded data were derived.
 ML0877
 ML0877_MARKER: DB = BENCH MARK DISK
 ML0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0877_STAMPING: L 72 1935
 ML0877_MARK LOGO: CGS
 ML0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0877+STABILITY: SURFACE MOTION
 ML0877
 ML0877  HISTORY     - Date     Condition        Report By
 ML0877  HISTORY     - 1935     MONUMENTED       CGS
 ML0877  HISTORY     - 1949     GOOD             USGS
 ML0877
 ML0877                          STATION DESCRIPTION
 ML0877
 ML0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0877'4.4 MI E FROM BREWSTER.
 ML0877'4.35 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG HIGHWAY 53
 ML0877'BETWEEN BREWSTER AND TAYLOR, 43 FEET EAST OF THE EAST END OF
 ML0877'FENCE OPENING, 120 FEET EAST OF FENCE LINE RUNNING TO THE NORTH,
 ML0877'32 FEET NORTH OF THE CENTER LINE OF HIGHWAY, AND 3.0 FEET SOUTH
 ML0877'OF RIGHT OF WAY FENCE.
 ML0877
 ML0877                          STATION RECOVERY (1949)
 ML0877
 ML0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0092 ***********************************************************************
 NO0092  DESIGNATION -  L 73
 NO0092  PID         -  NO0092
 NO0092  STATE/COUNTY-  NE/CHERRY
 NO0092  COUNTRY     -  US
 NO0092  USGS QUAD   -  MULE LAKE (2017)
 NO0092
 NO0092                         *CURRENT SURVEY CONTROL
 NO0092  ______________________________________________________________________
 NO0092* NAD 83(1986) POSITION- 42 23 19.04   (N) 100 40 20.30   (W)   HD_HELD1
 NO0092* NAVD 88 ORTHO HEIGHT -   908.773 (meters)     2981.53  (feet) ADJUSTED
 NO0092  ______________________________________________________________________
 NO0092  GEOID HEIGHT    -        -21.283 (meters)                     GEOID18
 NO0092  DYNAMIC HEIGHT  -        908.340 (meters)     2980.11  (feet) COMP
 NO0092  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 NO0092
 NO0092  VERT ORDER      -  SECOND    CLASS 0
 NO0092
 NO0092.The horizontal coordinates were determined by differentially corrected
 NO0092.hand held GPS observations or other comparable positioning techniques
 NO0092.and have an estimated accuracy of +/- 3 meters.
 NO0092
 NO0092.The orthometric height was determined by differential leveling and
 NO0092.adjusted by the NATIONAL GEODETIC SURVEY
 NO0092.in June 1991.
 NO0092
 NO0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0092.GEOID18 height accuracy estimate available here.
 NO0092
 NO0092.Click photographs - Photos may exist for this station.
 NO0092
 NO0092.The dynamic height is computed by dividing the NAVD 88
 NO0092.geopotential number by the normal gravity value computed on the
 NO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0092.degrees latitude (g = 980.6199 gals.).
 NO0092
 NO0092.The modeled gravity was interpolated from observed gravity values.
 NO0092
 NO0092;                    North         East    Units  Estimated Accuracy
 NO0092;SPC NE       -   283,928.7     444,652.1     MT  (+/- 3 meters HH1 GPS) 
 NO0092
 NO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6234794280(NAD 83)
 NO0092
 NO0092                          SUPERSEDED SURVEY CONTROL
 NO0092
 NO0092  NGVD 29 (??/??/92)  908.461  (m)         2980.51   (f) ADJ UNCH    2 0
 NO0092
 NO0092.Superseded values are not recommended for survey control.
 NO0092
 NO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0092.See file dsdata.pdf to determine how the superseded data were derived.
 NO0092
 NO0092_MARKER: DB = BENCH MARK DISK
 NO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0092_STAMPING: L 73 1934
 NO0092_MARK LOGO: CGS
 NO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0092+STABILITY: SURFACE MOTION
 NO0092
 NO0092  HISTORY     - Date     Condition        Report By
 NO0092  HISTORY     - 1934     MONUMENTED       CGS
 NO0092  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0092
 NO0092                          STATION DESCRIPTION
 NO0092
 NO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0092'8.1 MI N FROM BROWNLEE.
 NO0092'ABOUT 8.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0092'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.1 MILE EAST OF DISTRICT
 NO0092'SCHOOL 108, OPPOSITE A CURVE TO THE SOUTHWEST, 15 FEET WEST OF THE
 NO0092'CENTER LINE OF THE ROAD, 12.5 FEET SOUTH OF A FENCE CORNER,
 NO0092'AND 2.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED L 73
 NO0092'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0092
 NO0092                          STATION RECOVERY (1984)
 NO0092
 NO0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0023 ***********************************************************************
 MN0023  DESIGNATION -  L 74
 MN0023  PID         -  MN0023
 MN0023  STATE/COUNTY-  NE/GARDEN
 MN0023  COUNTRY     -  US
 MN0023  USGS QUAD   -  BLACK LAKE (2017)
 MN0023
 MN0023                         *CURRENT SURVEY CONTROL
 MN0023  ______________________________________________________________________
 MN0023* NAD 83(1986) POSITION- 41 58 41.43   (N) 102 19 39.12   (W)   HD_HELD1
 MN0023* NAVD 88 ORTHO HEIGHT -  1209.946 (meters)     3969.63  (feet) ADJUSTED
 MN0023  ______________________________________________________________________
 MN0023  GEOID HEIGHT    -        -19.070 (meters)                     GEOID18
 MN0023  DYNAMIC HEIGHT  -       1209.236 (meters)     3967.30  (feet) COMP
 MN0023  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 MN0023
 MN0023  VERT ORDER      -  SECOND    CLASS 0
 MN0023
 MN0023.The horizontal coordinates were determined by differentially corrected
 MN0023.hand held GPS observations or other comparable positioning techniques
 MN0023.and have an estimated accuracy of +/- 3 meters.
 MN0023
 MN0023.The orthometric height was determined by differential leveling and
 MN0023.adjusted by the NATIONAL GEODETIC SURVEY
 MN0023.in June 1991.
 MN0023
 MN0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0023.GEOID18 height accuracy estimate available here.
 MN0023
 MN0023.Click photographs - Photos may exist for this station.
 MN0023
 MN0023.The dynamic height is computed by dividing the NAVD 88
 MN0023.geopotential number by the normal gravity value computed on the
 MN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0023.degrees latitude (g = 980.6199 gals.).
 MN0023
 MN0023.The modeled gravity was interpolated from observed gravity values.
 MN0023
 MN0023;                    North         East    Units  Estimated Accuracy
 MN0023;SPC NE       -   240,730.2     307,178.8     MT  (+/- 3 meters HH1 GPS) 
 MN0023
 MN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2141150808(NAD 83)
 MN0023
 MN0023                          SUPERSEDED SURVEY CONTROL
 MN0023
 MN0023  NGVD 29 (??/??/92) 1209.389  (m)         3967.80   (f) ADJ UNCH    2 0
 MN0023
 MN0023.Superseded values are not recommended for survey control.
 MN0023
 MN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0023.See file dsdata.pdf to determine how the superseded data were derived.
 MN0023
 MN0023_MARKER: DB = BENCH MARK DISK
 MN0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0023_STAMPING: L 74 1934
 MN0023_MARK LOGO: CGS
 MN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0023+STABILITY: SURFACE MOTION
 MN0023
 MN0023  HISTORY     - Date     Condition        Report By
 MN0023  HISTORY     - 1934     MONUMENTED       CGS
 MN0023  HISTORY     - 1938     GOOD             CGS
 MN0023
 MN0023                          STATION DESCRIPTION
 MN0023
 MN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0023'7.7 MI S FROM ELLSWORTH.
 MN0023'IN GARDEN COUNTY, 7.7 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE
 MN0023'MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0023'STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.5 MILE SOUTHEAST OF A
 MN0023'SMALL RANCH, 108 FEET EAST OF A FENCE CORNER, 30 FEET EAST OF THE
 MN0023'CENTER OF AN AUTO GATE, AND 1-3/4 FEET NORTH OF THE EAST-AND-WEST
 MN0023'FENCE.  A STANDARD DISK, STAMPED L 74 1934 AND SET IN THE TOP OF
 MN0023'A CONCRETE POST.
 MN0023
 MN0023                          STATION RECOVERY (1938)
 MN0023
 MN0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0092 ***********************************************************************
 NP0092  DESIGNATION -  L 75
 NP0092  PID         -  NP0092
 NP0092  STATE/COUNTY-  NE/SHERIDAN
 NP0092  COUNTRY     -  US
 NP0092  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0092
 NP0092                         *CURRENT SURVEY CONTROL
 NP0092  ______________________________________________________________________
 NP0092* NAD 83(1986) POSITION- 42 30 32.     (N) 102 09 28.     (W)   SCALED
 NP0092* NAVD 88 ORTHO HEIGHT -  1170.119 (meters)     3838.97  (feet) ADJUSTED
 NP0092  ______________________________________________________________________
 NP0092  GEOID HEIGHT    -        -18.469 (meters)                     GEOID18
 NP0092  DYNAMIC HEIGHT  -       1169.515 (meters)     3836.98  (feet) COMP
 NP0092  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 NP0092
 NP0092  VERT ORDER      -  SECOND    CLASS 0
 NP0092
 NP0092.The horizontal coordinates were scaled from a map and have
 NP0092.an estimated accuracy of +/- 6 seconds.
 NP0092
 NP0092.The orthometric height was determined by differential leveling and
 NP0092.adjusted by the NATIONAL GEODETIC SURVEY
 NP0092.in June 1991.
 NP0092
 NP0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0092.GEOID18 height accuracy estimate available here.
 NP0092
 NP0092.Click photographs - Photos may exist for this station.
 NP0092
 NP0092.The dynamic height is computed by dividing the NAVD 88
 NP0092.geopotential number by the normal gravity value computed on the
 NP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0092.degrees latitude (g = 980.6199 gals.).
 NP0092
 NP0092.The modeled gravity was interpolated from observed gravity values.
 NP0092
 NP0092;                    North         East    Units  Estimated Accuracy
 NP0092;SPC NE       -   299,280.      322,710.      MT  (+/- 180 meters Scaled)
 NP0092
 NP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH335101(NAD 83)
 NP0092
 NP0092                          SUPERSEDED SURVEY CONTROL
 NP0092
 NP0092  NGVD 29 (??/??/92) 1169.603  (m)         3837.27   (f) ADJ UNCH    2 0
 NP0092
 NP0092.Superseded values are not recommended for survey control.
 NP0092
 NP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0092.See file dsdata.pdf to determine how the superseded data were derived.
 NP0092
 NP0092_MARKER: DB = BENCH MARK DISK
 NP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0092_STAMPING: L 75 1934
 NP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0092+STABILITY: SURFACE MOTION
 NP0092
 NP0092  HISTORY     - Date     Condition        Report By
 NP0092  HISTORY     - 1934     MONUMENTED       CGS
 NP0092  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0092
 NP0092                          STATION DESCRIPTION
 NP0092
 NP0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0092'14.6 MI S FROM GORDON.
 NP0092'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0092'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0092'8.9 MILES SOUTH ALONG THE ELLSWORTH ROAD, 1.0 MILE SOUTH OF
 NP0092'THE SOUTH ENTRANCE TO THE MODISETT RANCH, 27 FEET WEST OF THE
 NP0092'CENTERLINE OF THE ROAD, AND ON A SMALL KNOLL.  A STANDARD DISK,
 NP0092'STAMPED L 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0092'NOTE-- ROAD HAS BEEN RE-CONSTRUCTED.
 NP0092
 NP0092                          STATION RECOVERY (1969)
 NP0092
 NP0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0578 ***********************************************************************
 MK0578  DESIGNATION -  L 77
 MK0578  PID         -  MK0578
 MK0578  STATE/COUNTY-  NE/DOUGLAS
 MK0578  COUNTRY     -  US
 MK0578  USGS QUAD   -  VALLEY (2017)
 MK0578
 MK0578                         *CURRENT SURVEY CONTROL
 MK0578  ______________________________________________________________________
 MK0578* NAD 83(1986) POSITION- 41 19 56.     (N) 096 22 23.     (W)   SCALED
 MK0578* NAVD 88 ORTHO HEIGHT -   350.433 (meters)     1149.71  (feet) ADJUSTED
 MK0578  ______________________________________________________________________
 MK0578  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 MK0578  DYNAMIC HEIGHT  -        350.270 (meters)     1149.18  (feet) COMP
 MK0578  MODELED GRAVITY -    980,149.0   (mgal)                       NAVD 88
 MK0578
 MK0578  VERT ORDER      -  SECOND    CLASS 0
 MK0578
 MK0578.The horizontal coordinates were scaled from a map and have
 MK0578.an estimated accuracy of +/- 6 seconds.
 MK0578
 MK0578.The orthometric height was determined by differential leveling and
 MK0578.adjusted by the NATIONAL GEODETIC SURVEY
 MK0578.in June 1991.
 MK0578
 MK0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0578.GEOID18 height accuracy estimate available here.
 MK0578
 MK0578.Click photographs - Photos may exist for this station.
 MK0578
 MK0578.The dynamic height is computed by dividing the NAVD 88
 MK0578.geopotential number by the normal gravity value computed on the
 MK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0578.degrees latitude (g = 980.6199 gals.).
 MK0578
 MK0578.The modeled gravity was interpolated from observed gravity values.
 MK0578
 MK0578;                    North         East    Units  Estimated Accuracy
 MK0578;SPC NE       -   172,780.      803,430.      MT  (+/- 180 meters Scaled)
 MK0578
 MK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL198789(NAD 83)
 MK0578
 MK0578                          SUPERSEDED SURVEY CONTROL
 MK0578
 MK0578  NGVD 29 (??/??/92)  350.294  (m)         1149.26   (f) ADJ UNCH    2 0
 MK0578
 MK0578.Superseded values are not recommended for survey control.
 MK0578
 MK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0578.See file dsdata.pdf to determine how the superseded data were derived.
 MK0578
 MK0578_MARKER: DB = BENCH MARK DISK
 MK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0578_STAMPING: L 77 1934
 MK0578_MARK LOGO: CGS
 MK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0578+STABILITY: SURFACE MOTION
 MK0578
 MK0578  HISTORY     - Date     Condition        Report By
 MK0578  HISTORY     - 1934     MONUMENTED       CGS
 MK0578  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0578  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0578
 MK0578                          STATION DESCRIPTION
 MK0578
 MK0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0578'2 MI NW FROM VALLEY.
 MK0578'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0578'STATION AT VALLEY, DOUGLAS COUNTY, 500 FEET NORTH OF A FARMHOUSE,
 MK0578'11 RAILS NORTHWEST OF BRIDGE 29, 106.5 FEET NORTHWEST OF MILEPOST
 MK0578'30, 36.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 4.8 FEET SOUTHWEST
 MK0578'OF A FENCE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MK0578'STAMPED L 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MK0578
 MK0578                          STATION RECOVERY (1966)
 MK0578
 MK0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0578'MARK NOT FOUND.
 MK0578
 MK0578                          STATION RECOVERY (1976)
 MK0578
 MK0578'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0691 ***********************************************************************
 MJ0691  DESIGNATION -  L 78
 MJ0691  PID         -  MJ0691
 MJ0691  STATE/COUNTY-  NE/SARPY
 MJ0691  COUNTRY     -  US
 MJ0691  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0691
 MJ0691                         *CURRENT SURVEY CONTROL
 MJ0691  ______________________________________________________________________
 MJ0691* NAD 83(1986) POSITION- 41 05 34.     (N) 095 54 49.     (W)   SCALED
 MJ0691* NAVD 88 ORTHO HEIGHT -   297.102 (meters)      974.74  (feet) ADJUSTED
 MJ0691  ______________________________________________________________________
 MJ0691  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 MJ0691  DYNAMIC HEIGHT  -        296.983 (meters)      974.35  (feet) COMP
 MJ0691  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 MJ0691
 MJ0691  VERT ORDER      -  SECOND    CLASS 0
 MJ0691
 MJ0691.The horizontal coordinates were scaled from a map and have
 MJ0691.an estimated accuracy of +/- 6 seconds.
 MJ0691
 MJ0691.The orthometric height was determined by differential leveling and
 MJ0691.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0691.in June 1991.
 MJ0691
 MJ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0691.GEOID18 height accuracy estimate available here.
 MJ0691
 MJ0691.Click photographs - Photos may exist for this station.
 MJ0691
 MJ0691.The dynamic height is computed by dividing the NAVD 88
 MJ0691.geopotential number by the normal gravity value computed on the
 MJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0691.degrees latitude (g = 980.6199 gals.).
 MJ0691
 MJ0691.The modeled gravity was interpolated from observed gravity values.
 MJ0691
 MJ0691;                    North         East    Units  Estimated Accuracy
 MJ0691;SPC NE       -   147,940.      843,090.      MT  (+/- 180 meters Scaled)
 MJ0691
 MJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF552531(NAD 83)
 MJ0691
 MJ0691                          SUPERSEDED SURVEY CONTROL
 MJ0691
 MJ0691  NGVD 29 (??/??/92)  297.006  (m)          974.43   (f) ADJ UNCH    2 0
 MJ0691
 MJ0691.Superseded values are not recommended for survey control.
 MJ0691
 MJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0691.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0691
 MJ0691_MARKER: DB = BENCH MARK DISK
 MJ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0691_STAMPING: L 78 1934
 MJ0691_MARK LOGO: CGS
 MJ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0691+STABILITY: SURFACE MOTION
 MJ0691
 MJ0691  HISTORY     - Date     Condition        Report By
 MJ0691  HISTORY     - 1934     MONUMENTED       CGS
 MJ0691  HISTORY     - 1947     GOOD             CGS
 MJ0691
 MJ0691                          STATION DESCRIPTION
 MJ0691
 MJ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0691'1.5 MI N FROM LA PLATTE.
 MJ0691'1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0691'STATION SIGN AT LA PLATTE, SARPY COUNTY, 21.7 FEET SOUTHEAST OF
 MJ0691'POLE 468+30, 42.6 FEET WEST OF THE WEST RAIL OF THE TRACK, 11.4
 MJ0691'FEET EAST OF A FENCE, AND 1 FOOT LOWER THAN THE TRACK.  A
 MJ0691'STANDARD DISK, STAMPED L 78 1934 AND SET IN THE TOP OF A CONCRETE
 MJ0691'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0688 ***********************************************************************
 MK0688  DESIGNATION -  L 79
 MK0688  PID         -  MK0688
 MK0688  STATE/COUNTY-  NE/SARPY
 MK0688  COUNTRY     -  US
 MK0688  USGS QUAD   -  GRETNA (2017)
 MK0688
 MK0688                         *CURRENT SURVEY CONTROL
 MK0688  ______________________________________________________________________
 MK0688* NAD 83(1986) POSITION- 41 08 30.     (N) 096 14 57.     (W)   SCALED
 MK0688* NAVD 88 ORTHO HEIGHT -   380.498 (meters)     1248.35  (feet) ADJUSTED
 MK0688  ______________________________________________________________________
 MK0688  GEOID HEIGHT    -        -26.697 (meters)                     GEOID18
 MK0688  DYNAMIC HEIGHT  -        380.339 (meters)     1247.83  (feet) COMP
 MK0688  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 MK0688
 MK0688  VERT ORDER      -  SECOND    CLASS 0
 MK0688
 MK0688.The horizontal coordinates were scaled from a map and have
 MK0688.an estimated accuracy of +/- 6 seconds.
 MK0688
 MK0688.The orthometric height was determined by differential leveling and
 MK0688.adjusted by the NATIONAL GEODETIC SURVEY
 MK0688.in June 1991.
 MK0688
 MK0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0688.GEOID18 height accuracy estimate available here.
 MK0688
 MK0688.Click photographs - Photos may exist for this station.
 MK0688
 MK0688.The dynamic height is computed by dividing the NAVD 88
 MK0688.geopotential number by the normal gravity value computed on the
 MK0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0688.degrees latitude (g = 980.6199 gals.).
 MK0688
 MK0688.The modeled gravity was interpolated from observed gravity values.
 MK0688
 MK0688;                    North         East    Units  Estimated Accuracy
 MK0688;SPC NE       -   152,090.      814,700.      MT  (+/- 180 meters Scaled)
 MK0688
 MK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL308581(NAD 83)
 MK0688
 MK0688                          SUPERSEDED SURVEY CONTROL
 MK0688
 MK0688  NGVD 29 (??/??/92)  380.387  (m)         1247.99   (f) ADJ UNCH    2 0
 MK0688
 MK0688.Superseded values are not recommended for survey control.
 MK0688
 MK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0688.See file dsdata.pdf to determine how the superseded data were derived.
 MK0688
 MK0688_MARKER: DB = BENCH MARK DISK
 MK0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0688_STAMPING: L 79 1935
 MK0688_MARK LOGO: CGS
 MK0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0688+STABILITY: SURFACE MOTION
 MK0688
 MK0688  HISTORY     - Date     Condition        Report By
 MK0688  HISTORY     - 1935     MONUMENTED       CGS
 MK0688
 MK0688                          STATION DESCRIPTION
 MK0688
 MK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0688'IN GRETNA.
 MK0688'AT GRETNA, SARPY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MK0688'RAILROAD, 96.8 FEET EAST OF THE NORTHEAST CORNER OF THE STATION,
 MK0688'AT A STREET CROSSING, 66.6 FEET EAST OF THE EAST RAIL, 46.3 FEET
 MK0688'SOUTH OF THE CENTER LINE OF THE STREET, IN THE NORTHWEST CORNER
 MK0688'OF THE RAILROAD PARK, AND 2.4 FEET SOUTHEAST OF A LAMPPOST.  A
 MK0688'STANDARD DISK, STAMPED L 79 1935 AND SET IN THE TOP OF A CONCRETE
 MK0688'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0393 ***********************************************************************
 LG0393  DESIGNATION -  L 80
 LG0393  PID         -  LG0393
 LG0393  STATE/COUNTY-  NE/LANCASTER
 LG0393  COUNTRY     -  US
 LG0393  USGS QUAD   -  EMERALD (2017)
 LG0393
 LG0393                         *CURRENT SURVEY CONTROL
 LG0393  ______________________________________________________________________
 LG0393* NAD 83(1986) POSITION- 40 48 27.     (N) 096 46 45.     (W)   SCALED
 LG0393* NAVD 88 ORTHO HEIGHT -   357.105 (meters)     1171.60  (feet) ADJUSTED
 LG0393  ______________________________________________________________________
 LG0393  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 LG0393  DYNAMIC HEIGHT  -        356.940 (meters)     1171.06  (feet) COMP
 LG0393  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 LG0393
 LG0393  VERT ORDER      -  SECOND    CLASS 0
 LG0393
 LG0393.The horizontal coordinates were scaled from a map and have
 LG0393.an estimated accuracy of +/- 6 seconds.
 LG0393
 LG0393.The orthometric height was determined by differential leveling and
 LG0393.adjusted by the NATIONAL GEODETIC SURVEY
 LG0393.in June 1991.
 LG0393
 LG0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0393.GEOID18 height accuracy estimate available here.
 LG0393
 LG0393.Click photographs - Photos may exist for this station.
 LG0393
 LG0393.The dynamic height is computed by dividing the NAVD 88
 LG0393.geopotential number by the normal gravity value computed on the
 LG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0393.degrees latitude (g = 980.6199 gals.).
 LG0393
 LG0393.The modeled gravity was interpolated from observed gravity values.
 LG0393
 LG0393;                    North         East    Units  Estimated Accuracy
 LG0393;SPC NE       -   113,220.      771,640.      MT  (+/- 180 meters Scaled)
 LG0393
 LG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL873197(NAD 83)
 LG0393
 LG0393                          SUPERSEDED SURVEY CONTROL
 LG0393
 LG0393  NGVD 29 (??/??/92)  356.998  (m)         1171.25   (f) ADJ UNCH    2 0
 LG0393
 LG0393.Superseded values are not recommended for survey control.
 LG0393
 LG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0393.See file dsdata.pdf to determine how the superseded data were derived.
 LG0393
 LG0393_MARKER: DB = BENCH MARK DISK
 LG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0393_STAMPING: L 80 1935
 LG0393_MARK LOGO: CGS
 LG0393_PROJECTION: FLUSH
 LG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0393+STABILITY: SURFACE MOTION
 LG0393
 LG0393  HISTORY     - Date     Condition        Report By
 LG0393  HISTORY     - 1935     MONUMENTED       CGS
 LG0393  HISTORY     - 1959     MARK NOT FOUND   CGS
 LG0393
 LG0393                          STATION DESCRIPTION
 LG0393
 LG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0393'3.8 MI W FROM LINCOLN.
 LG0393'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0393'FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 121 FEET EAST OF THE
 LG0393'NORTHEAST CORNER OF A SWITCH STAND, NEAR THE JUNCTION OF A
 LG0393'FREIGHT TRACK LEADING SOUTH, 19.2 FEET SOUTH OF THE SOUTH RAIL
 LG0393'OF THE MAIN TRACK, 12.7 FEET SOUTHWEST OF A TRACK SWITCH, AND
 LG0393'6.2 FEET EAST OF A LIGHT POST.  A STANDARD DISK, STAMPED L 80 1935
 LG0393'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LG0393
 LG0393                          STATION RECOVERY (1959)
 LG0393
 LG0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LG0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0016 ***********************************************************************
 ML0016  DESIGNATION -  L 83
 ML0016  PID         -  ML0016
 ML0016  STATE/COUNTY-  NE/ANTELOPE
 ML0016  COUNTRY     -  US
 ML0016  USGS QUAD   -  ELGIN (2017)
 ML0016
 ML0016                         *CURRENT SURVEY CONTROL
 ML0016  ______________________________________________________________________
 ML0016* NAD 83(1986) POSITION- 41 59 14.     (N) 098 05 10.     (W)   SCALED
 ML0016* NAVD 88 ORTHO HEIGHT -   585.862 (meters)     1922.12  (feet) ADJUSTED
 ML0016  ______________________________________________________________________
 ML0016  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 ML0016  DYNAMIC HEIGHT  -        585.614 (meters)     1921.30  (feet) COMP
 ML0016  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 ML0016
 ML0016  VERT ORDER      -  SECOND    CLASS 0
 ML0016
 ML0016.The horizontal coordinates were scaled from a map and have
 ML0016.an estimated accuracy of +/- 6 seconds.
 ML0016
 ML0016.The orthometric height was determined by differential leveling and
 ML0016.adjusted by the NATIONAL GEODETIC SURVEY
 ML0016.in June 1991.
 ML0016
 ML0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0016.GEOID18 height accuracy estimate available here.
 ML0016
 ML0016.Click photographs - Photos may exist for this station.
 ML0016
 ML0016.The dynamic height is computed by dividing the NAVD 88
 ML0016.geopotential number by the normal gravity value computed on the
 ML0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0016.degrees latitude (g = 980.6199 gals.).
 ML0016
 ML0016.The modeled gravity was interpolated from observed gravity values.
 ML0016
 ML0016;                    North         East    Units  Estimated Accuracy
 ML0016;SPC NE       -   240,890.      658,540.      MT  (+/- 180 meters Scaled)
 ML0016
 ML0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757487(NAD 83)
 ML0016
 ML0016                          SUPERSEDED SURVEY CONTROL
 ML0016
 ML0016  NGVD 29 (??/??/92)  585.628  (m)         1921.35   (f) ADJ UNCH    2 0
 ML0016
 ML0016.Superseded values are not recommended for survey control.
 ML0016
 ML0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0016.See file dsdata.pdf to determine how the superseded data were derived.
 ML0016
 ML0016_MARKER: DB = BENCH MARK DISK
 ML0016_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0016_STAMPING: L 83 1935
 ML0016_MARK LOGO: CGS
 ML0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0016
 ML0016  HISTORY     - Date     Condition        Report By
 ML0016  HISTORY     - 1935     MONUMENTED       CGS
 ML0016  HISTORY     - 1938     GOOD             CGS
 ML0016  HISTORY     - 1968     GOOD             LOCENG
 ML0016
 ML0016                          STATION DESCRIPTION
 ML0016
 ML0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0016'0.2 MI NE FROM ELGIN.
 ML0016'0.2 OF A MILE NORTHEAST OF THE RAILROAD STATION AT ELGIN, ALONG
 ML0016'THE CHICAGO AND NORTHWESTERN RAILROAD BETWEEN ELGIN AND ALBION,
 ML0016'WHERE STATE HIGHWAY NO. 53 CROSSES THE RAILROAD, 150 FEET
 ML0016'SOUTHEAST OF BRIDGE NO. D233, 96.1 FEET EAST OF THE CENTER
 ML0016'OF THE MAIN TRACK, 61.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ML0016'15.4 FEET SOUTH OF A SIDEWALK, 6.0 FEET SOUTHWEST OF A SMALL
 ML0016'TREE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE
 ML0016'POST.
 ML0016
 ML0016                          STATION RECOVERY (1968)
 ML0016
 ML0016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 ML0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1661 ***********************************************************************
 MK1661  DESIGNATION -  L 85 RESET
 MK1661  PID         -  MK1661
 MK1661  STATE/COUNTY-  NE/BOONE
 MK1661  COUNTRY     -  US
 MK1661  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1661
 MK1661                         *CURRENT SURVEY CONTROL
 MK1661  ______________________________________________________________________
 MK1661* NAD 83(1986) POSITION- 41 34 08.     (N) 097 55 35.     (W)   SCALED
 MK1661* NAVD 88 ORTHO HEIGHT -   541.14  (meters)     1775.4   (feet) RESET
 MK1661  ______________________________________________________________________
 MK1661  GEOID HEIGHT    -        -24.619 (meters)                     GEOID18
 MK1661  VERT ORDER      -  THIRD
 MK1661
 MK1661.The horizontal coordinates were scaled from a map and have
 MK1661.an estimated accuracy of +/- 6 seconds.
 MK1661
 MK1661.The orthometric height was computed from unverified reset data.
 MK1661
 MK1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1661.GEOID18 height accuracy estimate available here.
 MK1661
 MK1661.Click photographs - Photos may exist for this station.
 MK1661
 MK1661;                    North         East    Units  Estimated Accuracy
 MK1661;SPC NE       -   194,760.      672,880.      MT  (+/- 180 meters Scaled)
 MK1661
 MK1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM895024(NAD 83)
 MK1661
 MK1661                          SUPERSEDED SURVEY CONTROL
 MK1661
 MK1661  NGVD 29 (??/??/??)  540.92   (m)         1774.7    (f) RESET       3  
 MK1661
 MK1661.Superseded values are not recommended for survey control.
 MK1661
 MK1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1661.See file dsdata.pdf to determine how the superseded data were derived.
 MK1661
 MK1661_MARKER: DB = BENCH MARK DISK
 MK1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1661_STAMPING: L 85 RESET 1964
 MK1661_MARK LOGO: CGS
 MK1661_PROJECTION: FLUSH
 MK1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1661+STABILITY: SURFACE MOTION
 MK1661
 MK1661  HISTORY     - Date     Condition        Report By
 MK1661  HISTORY     - 1964     MONUMENTED       LOCENG
 MK1661
 MK1661                          STATION DESCRIPTION
 MK1661
 MK1661'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 MK1661'3.2 MI W FROM ST EDWARD.
 MK1661'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1661'AT ST. EDWARD, BOONE COUNTY, AT THE INTERSECTION OF A COUNTY
 MK1661'ROAD, 77 FEET NORTHEAST OF THE INTERSECTION, 69 FEET NORTH OF THE
 MK1661'CENTERLINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTERLINE OF THE
 MK1661'COUNTY ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1602 ***********************************************************************
 MK1602  DESIGNATION -  L 86
 MK1602  PID         -  MK1602
 MK1602  STATE/COUNTY-  NE/NANCE
 MK1602  COUNTRY     -  US
 MK1602  USGS QUAD   -  MERCHISTON (2017)
 MK1602
 MK1602                         *CURRENT SURVEY CONTROL
 MK1602  ______________________________________________________________________
 MK1602* NAD 83(1986) POSITION- 41 22 54.     (N) 097 58 45.     (W)   SCALED
 MK1602* NAVD 88 ORTHO HEIGHT -   499.634 (meters)     1639.22  (feet) ADJUSTED
 MK1602  ______________________________________________________________________
 MK1602  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 MK1602  DYNAMIC HEIGHT  -        499.399 (meters)     1638.44  (feet) COMP
 MK1602  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 MK1602
 MK1602  VERT ORDER      -  SECOND    CLASS 0
 MK1602
 MK1602.The horizontal coordinates were scaled from a map and have
 MK1602.an estimated accuracy of +/- 6 seconds.
 MK1602
 MK1602.The orthometric height was determined by differential leveling and
 MK1602.adjusted by the NATIONAL GEODETIC SURVEY
 MK1602.in June 1991.
 MK1602
 MK1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1602.GEOID18 height accuracy estimate available here.
 MK1602
 MK1602.Click photographs - Photos may exist for this station.
 MK1602
 MK1602.The dynamic height is computed by dividing the NAVD 88
 MK1602.geopotential number by the normal gravity value computed on the
 MK1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1602.degrees latitude (g = 980.6199 gals.).
 MK1602
 MK1602.The modeled gravity was interpolated from observed gravity values.
 MK1602
 MK1602;                    North         East    Units  Estimated Accuracy
 MK1602;SPC NE       -   173,880.      668,970.      MT  (+/- 180 meters Scaled)
 MK1602
 MK1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL853816(NAD 83)
 MK1602
 MK1602                          SUPERSEDED SURVEY CONTROL
 MK1602
 MK1602  NGVD 29 (??/??/92)  499.412  (m)         1638.49   (f) ADJ UNCH    2 0
 MK1602
 MK1602.Superseded values are not recommended for survey control.
 MK1602
 MK1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1602.See file dsdata.pdf to determine how the superseded data were derived.
 MK1602
 MK1602_MARKER: DB = BENCH MARK DISK
 MK1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1602_STAMPING: L 86 1935
 MK1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1602+STABILITY: SURFACE MOTION
 MK1602
 MK1602  HISTORY     - Date     Condition        Report By
 MK1602  HISTORY     - 1935     MONUMENTED       CGS
 MK1602  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1602
 MK1602                          STATION DESCRIPTION
 MK1602
 MK1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1602'0.9 MI N FROM FULLERTON.
 MK1602'0.9 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1602'AT FULLERTON, NANCE COUNTY, 500 FEET SOUTH OF A FARMHOUSE, 120
 MK1602'FEET SOUTHEAST OF A ROAD CROSSING, 53.6 FEET EAST OF THE EAST
 MK1602'RAIL, AND 2.4 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 MK1602'L 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1120 ***********************************************************************
 MK1120  DESIGNATION -  L 87
 MK1120  PID         -  MK1120
 MK1120  STATE/COUNTY-  NE/PLATTE
 MK1120  COUNTRY     -  US
 MK1120  USGS QUAD   -  TARNOV (2017)
 MK1120
 MK1120                         *CURRENT SURVEY CONTROL
 MK1120  ______________________________________________________________________
 MK1120* NAD 83(1986) POSITION- 41 36 58.     (N) 097 30 00.     (W)   SCALED
 MK1120* NAVD 88 ORTHO HEIGHT -   495.876 (meters)     1626.89  (feet) ADJUSTED
 MK1120  ______________________________________________________________________
 MK1120  GEOID HEIGHT    -        -24.961 (meters)                     GEOID18
 MK1120  DYNAMIC HEIGHT  -        495.658 (meters)     1626.17  (feet) COMP
 MK1120  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 MK1120
 MK1120  VERT ORDER      -  FIRST     CLASS II
 MK1120
 MK1120.The horizontal coordinates were scaled from a map and have
 MK1120.an estimated accuracy of +/- 6 seconds.
 MK1120
 MK1120.The orthometric height was determined by differential leveling and
 MK1120.adjusted by the NATIONAL GEODETIC SURVEY
 MK1120.in June 1991.
 MK1120
 MK1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1120.GEOID18 height accuracy estimate available here.
 MK1120
 MK1120.Click photographs - Photos may exist for this station.
 MK1120
 MK1120.The dynamic height is computed by dividing the NAVD 88
 MK1120.geopotential number by the normal gravity value computed on the
 MK1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1120.degrees latitude (g = 980.6199 gals.).
 MK1120
 MK1120.The modeled gravity was interpolated from observed gravity values.
 MK1120
 MK1120;                    North         East    Units  Estimated Accuracy
 MK1120;SPC NE       -   200,950.      708,270.      MT  (+/- 180 meters Scaled)
 MK1120
 MK1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM249082(NAD 83)
 MK1120
 MK1120                          SUPERSEDED SURVEY CONTROL
 MK1120
 MK1120  NGVD 29 (??/??/92)  495.683  (m)         1626.25   (f) ADJ UNCH    1 2
 MK1120
 MK1120.Superseded values are not recommended for survey control.
 MK1120
 MK1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1120.See file dsdata.pdf to determine how the superseded data were derived.
 MK1120
 MK1120_MARKER: DB = BENCH MARK DISK
 MK1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1120_STAMPING: L 87 1935
 MK1120_MARK LOGO: CGS
 MK1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1120+STABILITY: SURFACE MOTION
 MK1120
 MK1120  HISTORY     - Date     Condition        Report By
 MK1120  HISTORY     - 1935     MONUMENTED       CGS
 MK1120  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1120
 MK1120                          STATION DESCRIPTION
 MK1120
 MK1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1120'AT TARNOV.
 MK1120'AT TARNOV, ALONG THE UNION PACIFIC RAILWAY BETWEEN COLUMBUS
 MK1120'AND HUMPHREY, 84.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MK1120'49.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF DEPOT, 25.4 FEET
 MK1120'SOUTH OF AN 18-INCH MAPLE TREE, 22.6 FEET WEST OF THE WEST RAIL
 MK1120'OF THE SIDE TRACK.
 MK1120
 MK1120                          STATION RECOVERY (1965)
 MK1120
 MK1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0085 ***********************************************************************
 MN0085  DESIGNATION -  L 9
 MN0085  PID         -  MN0085
 MN0085  STATE/COUNTY-  NE/CHEYENNE
 MN0085  COUNTRY     -  US
 MN0085  USGS QUAD   -  GURLEY (2017)
 MN0085
 MN0085                         *CURRENT SURVEY CONTROL
 MN0085  ______________________________________________________________________
 MN0085* NAD 83(1986) POSITION- 41 15 01.     (N) 102 58 26.     (W)   SCALED
 MN0085* NAVD 88 ORTHO HEIGHT -  1294.269 (meters)     4246.28  (feet) ADJUSTED
 MN0085  ______________________________________________________________________
 MN0085  GEOID HEIGHT    -        -19.808 (meters)                     GEOID18
 MN0085  DYNAMIC HEIGHT  -       1293.354 (meters)     4243.28  (feet) COMP
 MN0085  MODELED GRAVITY -    979,872.3   (mgal)                       NAVD 88
 MN0085
 MN0085  VERT ORDER      -  FIRST     CLASS II
 MN0085
 MN0085.The horizontal coordinates were scaled from a map and have
 MN0085.an estimated accuracy of +/- 6 seconds.
 MN0085
 MN0085.The orthometric height was determined by differential leveling and
 MN0085.adjusted by the NATIONAL GEODETIC SURVEY
 MN0085.in June 1991.
 MN0085
 MN0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0085.GEOID18 height accuracy estimate available here.
 MN0085
 MN0085.Click photographs - Photos may exist for this station.
 MN0085
 MN0085.The dynamic height is computed by dividing the NAVD 88
 MN0085.geopotential number by the normal gravity value computed on the
 MN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0085.degrees latitude (g = 980.6199 gals.).
 MN0085
 MN0085.The modeled gravity was interpolated from observed gravity values.
 MN0085
 MN0085;                    North         East    Units  Estimated Accuracy
 MN0085;SPC NE       -   161,600.      250,870.      MT  (+/- 180 meters Scaled)
 MN0085
 MN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF697685(NAD 83)
 MN0085
 MN0085                          SUPERSEDED SURVEY CONTROL
 MN0085
 MN0085  NGVD 29 (??/??/92) 1293.642  (m)         4244.22   (f) ADJ UNCH    1 2
 MN0085
 MN0085.Superseded values are not recommended for survey control.
 MN0085
 MN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0085.See file dsdata.pdf to determine how the superseded data were derived.
 MN0085
 MN0085_MARKER: DB = BENCH MARK DISK
 MN0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0085_STAMPING: L 9 1933 4244.224
 MN0085_MARK LOGO: CGS
 MN0085_PROJECTION: FLUSH
 MN0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0085+STABILITY: SURFACE MOTION
 MN0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0085+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 MN0085
 MN0085  HISTORY     - Date     Condition        Report By
 MN0085  HISTORY     - 1933     MONUMENTED       CGS
 MN0085  HISTORY     - 1934     GOOD             CGS
 MN0085  HISTORY     - 1985     GOOD             NGS
 MN0085  HISTORY     - 20071205 GOOD             NEDR
 MN0085
 MN0085                          STATION DESCRIPTION
 MN0085
 MN0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0085'2 MI N FROM HUNTSMAN.
 MN0085'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0085'FROM HUNTSMAN, CHEYENNE COUNTY, 10 POLES SOUTH OF MILEPOST 67, AT
 MN0085'A ROAD CROSSING, 140 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MN0085'19, 33 FEET NORTH OF THE CENTER OF THE CROSSING, 25 FEET EAST OF
 MN0085'THE EAST RAIL, AND 14 FEET NORTHEAST OF THE CROSSING SIGN.  A
 MN0085'STANDARD DISK, STAMPED 4244.224 L 9 1933 AND SET IN THE TOP OF
 MN0085'A CONCRETE POST.
 MN0085
 MN0085                          STATION RECOVERY (1985)
 MN0085
 MN0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0085'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM (4.85
 MN0085'MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0085'GURLEY, AT A CROSS ROADS OVER THE BURLINGTON NORTHERN RAILROAD,
 MN0085'42.7 METERS (140 FT) WEST OF THE HIGHWAY CENTERLINE, 9.8 METERS (32
 MN0085'FT) NORTH OF THE CENTER OF AN ASPHALT ROAD, 7.6 METERS (25 FT) EAST OF
 MN0085'THE EAST RAIL AND 4.3 METERS (14 FT) NORTHEAST OF A RAILROAD CROSSING
 MN0085'SIGN.
 MN0085'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0085'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MN0085
 MN0085                          STATION RECOVERY (2007)
 MN0085
 MN0085'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4163 ***********************************************************************
 AB4163  DESIGNATION -  LAFB 92 2
 AB4163  PID         -  AB4163
 AB4163  STATE/COUNTY-  NE/LANCASTER
 AB4163  COUNTRY     -  US
 AB4163  USGS QUAD   -  EMERALD (2017)
 AB4163
 AB4163                         *CURRENT SURVEY CONTROL
 AB4163  ______________________________________________________________________
 AB4163* NAD 83(2011) POSITION- 40 50 42.35499(N) 096 45 53.84700(W)   ADJUSTED
 AB4163* NAD 83(2011) ELLIP HT-   329.487 (meters)        (06/27/12)   ADJUSTED
 AB4163* NAD 83(2011) EPOCH   -  2010.00
 AB4163* NAVD 88 ORTHO HEIGHT -   355.8   (meters)     1167.    (feet) GPS OBS
 AB4163  ______________________________________________________________________
 AB4163  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4163  GEOID HEIGHT    -        -26.195 (meters)                     GEOID96
 AB4163  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 AB4163  NAD 83(2011) X  -   -569,206.134 (meters)                     COMP
 AB4163  NAD 83(2011) Y  - -4,798,465.945 (meters)                     COMP
 AB4163  NAD 83(2011) Z  -  4,149,640.806 (meters)                     COMP
 AB4163  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 AB4163
 AB4163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4163  Standards:
 AB4163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4163  -------------------------------------------------------------------
 AB4163  NETWORK    0.67   1.37           0.32   0.20   0.70     -0.16435586
 AB4163  -------------------------------------------------------------------
 AB4163  Click here for local accuracies and other accuracy information.
 AB4163
 AB4163.The horizontal coordinates were established by GPS observations
 AB4163.and adjusted by the National Geodetic Survey in June 2012.
 AB4163
 AB4163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4163.been affixed to the stable North American tectonic plate. See 
 AB4163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4163
 AB4163.The horizontal coordinates are valid at the epoch date displayed above
 AB4163.which is a decimal equivalence of Year/Month/Day.
 AB4163
 AB4163.The orthometric height was determined by GPS observations and a
 AB4163.high-resolution geoid model.
 AB4163
 AB4163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4163.GEOID18 height accuracy estimate available here.
 AB4163
 AB4163.Click photographs - Photos may exist for this station.
 AB4163
 AB4163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4163
 AB4163.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4163
 AB4163.The ellipsoidal height was determined by GPS observations
 AB4163.and is referenced to NAD 83.
 AB4163
 AB4163. The following values were computed from the NAD 83(2011) position.
 AB4163
 AB4163;                    North         East     Units Scale Factor Converg.
 AB4163;SPC NE       -   117,435.763   772,678.348   MT  0.99972460   +2 08 37.9
 AB4163;SPC NE       -   385,287.17  2,535,028.88   sFT  0.99972460   +2 08 37.9
 AB4163;UTM  14      - 4,523,965.914   688,416.877   MT  1.00003697   +1 27 43.9
 AB4163
 AB4163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4163!SPC NE       -   0.99994832  x   0.99972460  =   0.99967293
 AB4163!UTM  14      -   0.99994832  x   1.00003697  =   0.99998529
 AB4163
 AB4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8841623965(NAD 83)
 AB4163
 AB4163                          SUPERSEDED SURVEY CONTROL
 AB4163
 AB4163  NAD 83(2007)-  40 50 42.35499(N)    096 45 53.84755(W) AD(2002.00) 0
 AB4163  ELLIP H (02/10/07)  329.508  (m)                       GP(2002.00)    
 AB4163  ELLIP H (12/12/01)  329.483  (m)                       GP(       ) 4 1
 AB4163  NAD 83(1995)-  40 50 42.35494(N)    096 45 53.84689(W) AD(       ) 3
 AB4163  ELLIP H (09/24/97)  329.564  (m)                       GP(       ) 4 1
 AB4163
 AB4163.Superseded values are not recommended for survey control.
 AB4163
 AB4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4163.See file dsdata.pdf to determine how the superseded data were derived.
 AB4163
 AB4163_MARKER: DD = SURVEY DISK
 AB4163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB4163+WITH SETTING: INFORMATION.
 AB4163_STAMPING: LAFB 92-2
 AB4163_MARK LOGO: USACE
 AB4163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4163+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AB4163
 AB4163  HISTORY     - Date     Condition        Report By
 AB4163  HISTORY     - 1992     MONUMENTED       USACE
 AB4163  HISTORY     - 19950518 GOOD             NGS
 AB4163  HISTORY     - 19970725 GOOD             NGS
 AB4163
 AB4163                          STATION DESCRIPTION
 AB4163
 AB4163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4163'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF LINCOLN, AT
 AB4163'THE LINCOLN MUNICIPAL AIRPORT, IN A GRASS AREA SOUTHEAST OF THE
 AB4163'JUNCTION OF THE WEST APRON AND A EAST-WEST CONNECTOR TAXIWAY (S).
 AB4163'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501,
 AB4163'AIRPORT MANAGER, WAYNE ANDERSON, PHONE (402) 474-2770.  CONTACT BOB
 AB4163'MCNALLY OR DAVE TONNIGES, AIRPORT MAINTENANCE AT PHONE (402) 470-3480.
 AB4163'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 AB4163'NORTHWEST 48TH STREET (EXIT 396) ON THE WEST SIDE OF LINCOLN, GO NORTH
 AB4163'ON NORTHWEST 48TH STREET FOR 2.65 MI (4.26 KM) TO A PAVED ROAD RIGHT,
 AB4163'TURN RIGHT AND GO EAST ON AIR PARK ROAD FOR 0.6 MI (1.0 KM) TO AN
 AB4163'INTERSECTION, TURN RIGHT AND GO SOUTH ON NORTHWEST 38TH STREET FOR 0.4
 AB4163'MI (0.6 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON WEST LUKE
 AB4163'STREET FOR 0.15 MI (0.24 KM) TO A SECURITY GATE AHEAD, PASS THROUGH
 AB4163'GATE BEAR RIGHT AND GO SOUTHEAST ACROSS THE APRON FOR 0.4 MI (0.6 KM)
 AB4163'TO THE JUNCTION OF A CONNECTOR TAXIWAY (S) LEADING TO THE EAST AND THE
 AB4163'STATION IN THE GRASS AHEAD.  THE STATION IS A USE SURVEY DISK CRIMPED
 AB4163'TO A STEEL ROD AND FLUSH WITH THE GROUND, 175.0 FT (53.3 M) SOUTH OF
 AB4163'THE CENTER OF A CONNECTOR TAXIWAY, 123.5 FT (37.6 M) EAST OF THE EAST
 AB4163'EDGE OF THE APRON/PARALLEL TAXIWAY, 115.2 FT (35.1 M) SOUTHEAST OF THE
 AB4163'SOUTHEAST CORNER OF CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN, 1.5 FT
 AB4163'(0.5 M) NORTH OF A WITNESS POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 AB4163'POST.  THIS STATION TO BE USED AS SACS.
 AB4163
 AB4163                          STATION RECOVERY (1997)
 AB4163
 AB4163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4163'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AB4163'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AB4163'LINCOLN MUNICIPAL AIRPORT, ON THE WEST SIDE OF THE AIRPORT AT
 AB4163'MIDFIELD, IN THE GRASS AREA EAST FROM THE WEST RAMP AND SOUTH OF
 AB4163'CONNECTOR TAXIWAY (S) .  OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX
 AB4163'80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION CONTACT BOB
 AB4163'MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE (402) 470-3480,
 AB4163'FAX (402) 470-2085. TO REACH THE STATION FROM THE JUNCTION OF COMBINED
 AB4163'INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77 WITH STATE HIGHWAY 34
 AB4163'WHICH IS 3.0 KM (1.85 MI) NORTH FROM STATE HIGHWAY 6 (CORNHUSKER
 AB4163'HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34 PASSING ON A
 AB4163'BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL OF 5.0 KM
 AB4163'(3.10 MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH GATE ON
 AB4163'LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET, FOLLOWING THE
 AB4163'CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH STREET PASSING
 AB4163'WEST CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF 4.0 KM (2.50 MI)
 AB4163'TO WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR 0.40 KM (0.25 MI)
 AB4163'TO A GATE AHEAD, AND AIRPORT OPERATIONS ON RIGHT.  PASS THROUGH THE
 AB4163'GATE AND CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE EAST SIDE OF THE
 AB4163'WEST RAMP AT A PARALLEL TAXIWAY (G) .  TURN RIGHT AND GO SOUTH FOR 0.5
 AB4163'KM (0.30 MI) TO A CONNECTOR TAXIWAY LEFT AND THE STATION AHEAD ON
 AB4163'LEFT. THE MARK IS A 3-1/2 IN DIA CORP OF ENGINEERS SURVEY MARK DISK
 AB4163'WITH 2-1/2 IN LONG FITTING CRIMPED ONTO A 5/8 IN DIA IRON REBAR DRIVEN
 AB4163'INTO THE GROUND.  THE OMAHA COE OFFICE STATES THE TYPICAL LENGTH OF
 AB4163'THE REBAR IS FOUR FOOT EXCEPT TWO FOOT IN HARD SOIL.  THE STATION IS
 AB4163'LOCATED 53.3 M (174.9 FT) SOUTH FROM THE CONNECTOR TAXIWAY CENTER,
 AB4163'37.6 M (123.4 FT) EAST FROM THE EAST EDGE OF THE WEST RAMP, 35.1 M
 AB4163'(115.2 FT) SOUTHEAST FROM THE SOUTHEAST FOUNDATION CORNER FOR TAXIWAY
 AB4163'SIGN --G S--, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS COE WITNESS POST,
 AB4163'AND 0.5 M (1.6 FT) SOUTH FROM A COE FIBERGLASS WITNESS POST.  THE MARK
 AB4163'IS ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0406 ***********************************************************************
 MN0406  DESIGNATION -  LAKE
 MN0406  PID         -  MN0406
 MN0406  STATE/COUNTY-  NE/GARDEN
 MN0406  COUNTRY     -  US
 MN0406  USGS QUAD   -  SUGAR LOAF HILL (2017)
 MN0406
 MN0406                         *CURRENT SURVEY CONTROL
 MN0406  ______________________________________________________________________
 MN0406* NAD 83(1995) POSITION- 41 33 45.68429(N) 102 23 41.07368(W)   ADJUSTED
 MN0406* NAVD 88 ORTHO HEIGHT -  1225.    (meters)     4019.    (feet) SCALED
 MN0406  ______________________________________________________________________
 MN0406  GEOID HEIGHT    -        -19.796 (meters)                     GEOID18
 MN0406  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 MN0406  HORZ ORDER      -  FIRST
 MN0406
 MN0406.The horizontal coordinates were established by classical geodetic methods
 MN0406.and adjusted by the National Geodetic Survey in August 1997.
 MN0406
 MN0406.The orthometric height was scaled from a topographic map.
 MN0406
 MN0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0406.GEOID18 height accuracy estimate available here.
 MN0406
 MN0406.Click photographs - Photos may exist for this station.
 MN0406
 MN0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0406
 MN0406. The following values were computed from the NAD 83(1995) position.
 MN0406
 MN0406;                    North         East     Units Scale Factor Converg.
 MN0406;SPC NE       -   194,767.661   300,334.743   MT  0.99965908   -1 35 13.2
 MN0406;SPC NE       -   639,000.23    985,348.24   sFT  0.99965908   -1 35 13.2
 MN0406;UTM  13      - 4,604,502.001   717,241.263   MT  1.00018081   +1 43 44.8
 MN0406
 MN0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0406!SPC NE       -   0.99981107  x   0.99965908  =   0.99947022
 MN0406!UTM  13      -   0.99981107  x   1.00018081  =   0.99999185
 MN0406
 MN0406:                Primary Azimuth Mark                     Grid Az
 MN0406:SPC NE       -  LAKE RM 2 AZIMUTH                        217 31 16.7
 MN0406:UTM  13      -  LAKE RM 2 AZIMUTH                        214 12 18.7
 MN0406
 MN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1724104502(NAD 83)
 MN0406
 MN0406|---------------------------------------------------------------------|
 MN0406| PID    Reference Object                     Distance      Geod. Az  |
 MN0406|                                                           dddmmss.s |
 MN0406| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX.18.2 KM 1644404.9 |
 MN0406| MN0444 OSHKOSH WATER TANK                  APPROX.17.8 KM 1661117.0 |
 MN0406| CP7559 LAKE RM 1                            52.121 METERS 17020     |
 MN0406| CP7560 LAKE RM 2 AZIMUTH                                  2155603.5 |
 MN0406| CP7561 LAKE RM 3                            20.310 METERS 26321     |
 MN0406|---------------------------------------------------------------------|
 MN0406
 MN0406                          SUPERSEDED SURVEY CONTROL
 MN0406
 MN0406  NAD 83(1993)-  41 33 45.68399(N)    102 23 41.07516(W) AD(       ) 1
 MN0406  NAD 83(1986)-  41 33 45.68283(N)    102 23 41.07800(W) AD(       ) 1
 MN0406  NAD 27      -  41 33 45.75400(N)    102 23 39.37700(W) AD(       ) 1
 MN0406
 MN0406.Superseded values are not recommended for survey control.
 MN0406
 MN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0406.See file dsdata.pdf to determine how the superseded data were derived.
 MN0406
 MN0406_MARKER: DS = TRIANGULATION STATION DISK
 MN0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0406_STAMPING: LAKE 1933
 MN0406_MARK LOGO: CGS
 MN0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0406+STABILITY: SURFACE MOTION
 MN0406
 MN0406  HISTORY     - Date     Condition        Report By
 MN0406  HISTORY     - 1933     MONUMENTED       CGS
 MN0406  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MN0406
 MN0406                          STATION DESCRIPTION
 MN0406
 MN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0406'ABOUT 10-1/2 MILES NORTH AND 2-1/2 MILES WEST OF OSHKOSH,
 MN0406'ON SUMMIT OF PROMINENT SAND HILL IN NORTHEAST QUARTER SEC. 4,
 MN0406'T. 18 N., R. 44 W., ON LAND OWNED BY MR. HUMPHREY AND LEASED
 MN0406'BY MERRITT LAKE.
 MN0406'
 MN0406'REACHED FROM OSHKOSH VIA U.S. HIGHWAY 26, NORTH AND WEST 1/2
 MN0406'MILE TO ROAD LEADING NORTH JUST WEST OF SCHOOL.  FOLLOW THIS
 MN0406'ROAD NORTH 8.0 MILES TO SANDY CROSSROADS, THENCE WEST 1.7
 MN0406'MILES TO SAUNDERS SCHOOL.  TURN NORTH AT SCHOOL AND FOLLOW
 MN0406'TRAIL WHICH ANGLES TO NORTH AND WEST 2.0 MILES TO THE LAKES
 MN0406'HOUSE.  PASS THROUGH CORRALS WEST OF HOUSE AND FOLLOW TRAIL
 MN0406'NORTHEAST 0.5 MILE TO A GATE LEADING INTO SOUTHWEST CORNER OF
 MN0406'LARGE PASTURE.  PASS THROUGH GATE AND FOLLOW LEFT-HAND TRACE
 MN0406'NORTHEAST ABOUT 200 YARDS TO TOP OF RIDGE, THENCE BEAR LEFT,
 MN0406'FOLLOWING MAIN RIDGE A LITTLE WEST OF NORTH 0.5 MILE TO
 MN0406'NORTH-SOUTH FENCE ABOUT 100 YARDS EAST OF STATION.  BY
 MN0406'GOING UP THE HILL FROM THE WEST TRUCK CAN BE DRIVEN TO WITHIN
 MN0406'100 FEET OF STATION.  STATION IS ON HIGHEST POINT OF DUNE TO
 MN0406'SOUTHWEST OF SMALL BLOW PIT.
 MN0406'
 MN0406'REFERENCE MARK NO. 1 IS SOUTH OF STATION ON TOP OF RIDGE
 MN0406'LOWER IN ELEVATION THAN STATION.
 MN0406'
 MN0406'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION NEAR SAND TRAIL
 MN0406'IN VALLEY.
 MN0406'
 MN0406'REFERENCE MARK NO. 3 IS WEST OF STATION ON TOP OF RIDGE JUST
 MN0406'EAST OF POINT WHERE RIDGE FALLS AWAY INTO GULLEY.
 MN0406'
 MN0406'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MN0406'
 MN0406'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.21 METERS.
 MN0406
 MN0406                          STATION RECOVERY (1946)
 MN0406
 MN0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0406'THE STATION WAS FOUND AS DESCRIBED.  REFERENCE MARK NO. 1
 MN0406'WAS FOUND TO BE IN GOOD CONDITION.  THE STATION MARK HAS BEEN
 MN0406'DESTROYED DUE TO EROSION AND WAS FOUND IN THE BOTTOM OF A
 MN0406'SAND PIT.  THE SUB-SURFACE MARK WAS STILL IN POSITION BUT WAS
 MN0406'VERY LOOSE.  REFERENCE MARK NO. 3 WAS ALSO DESTROYED AND FOUND
 MN0406'IN A SAND PIT.  REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS FOUND
 MN0406'AS DESCRIBED BUT THE CONCRETE WAS BADLY CRACKED.  IT WAS STILL
 MN0406'SOLID AND COULD BE USED.  A NEW STATION WAS ESTABLISHED AND
 MN0406'ALSO REFERENCE MARK NO. 4.  A NEW DESCRIPTION WAS WRITTEN FOR
 MN0406'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0407 ***********************************************************************
 MN0407  DESIGNATION -  LAKE 2
 MN0407  PID         -  MN0407
 MN0407  STATE/COUNTY-  NE/GARDEN
 MN0407  COUNTRY     -  US
 MN0407  USGS QUAD   -  SUGAR LOAF HILL (2017)
 MN0407
 MN0407                         *CURRENT SURVEY CONTROL
 MN0407  ______________________________________________________________________
 MN0407* NAD 83(1995) POSITION- 41 33 45.63367(N) 102 23 41.23668(W)   ADJUSTED
 MN0407* NAVD 88 ORTHO HEIGHT -  1225.    (meters)     4019.    (feet) SCALED
 MN0407  ______________________________________________________________________
 MN0407  GEOID HEIGHT    -        -19.796 (meters)                     GEOID18
 MN0407  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 MN0407  HORZ ORDER      -  FIRST
 MN0407
 MN0407.The horizontal coordinates were established by classical geodetic methods
 MN0407.and adjusted by the National Geodetic Survey in August 1997.
 MN0407
 MN0407.The orthometric height was scaled from a topographic map.
 MN0407
 MN0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0407.GEOID18 height accuracy estimate available here.
 MN0407
 MN0407.Click photographs - Photos may exist for this station.
 MN0407
 MN0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0407
 MN0407. The following values were computed from the NAD 83(1995) position.
 MN0407
 MN0407;                    North         East     Units Scale Factor Converg.
 MN0407;SPC NE       -   194,766.205   300,330.925   MT  0.99965908   -1 35 13.3
 MN0407;SPC NE       -   638,995.46    985,335.71   sFT  0.99965908   -1 35 13.3
 MN0407;UTM  13      - 4,604,500.326   717,237.534   MT  1.00018079   +1 43 44.7
 MN0407
 MN0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0407!SPC NE       -   0.99981107  x   0.99965908  =   0.99947022
 MN0407!UTM  13      -   0.99981107  x   1.00018079  =   0.99999183
 MN0407
 MN0407:                Primary Azimuth Mark                     Grid Az
 MN0407:SPC NE       -  LAKE RM 2 AZIMUTH                        217 21 59.8
 MN0407:UTM  13      -  LAKE RM 2 AZIMUTH                        214 03 01.8
 MN0407
 MN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1723704500(NAD 83)
 MN0407
 MN0407|---------------------------------------------------------------------|
 MN0407| PID    Reference Object                     Distance      Geod. Az  |
 MN0407|                                                           dddmmss.s |
 MN0407| MN0406 LAKE                                  4.087 METERS 06732     |
 MN0407| CP7559 LAKE RM 1                            50.256 METERS 16552     |
 MN0407| CP7560 LAKE RM 2 AZIMUTH                                  2154646.5 |
 MN0407| CP7562 LAKE 2 RM 4                          21.262 METERS 27913     |
 MN0407|---------------------------------------------------------------------|
 MN0407
 MN0407                          SUPERSEDED SURVEY CONTROL
 MN0407
 MN0407  NAD 83(1993)-  41 33 45.63337(N)    102 23 41.23816(W) AD(       ) 1
 MN0407  NAD 83(1986)-  41 33 45.63218(N)    102 23 41.24111(W) AD(       ) 1
 MN0407  NAD 27      -  41 33 45.70300(N)    102 23 39.53900(W) AD(       ) 1
 MN0407
 MN0407.Superseded values are not recommended for survey control.
 MN0407
 MN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0407.See file dsdata.pdf to determine how the superseded data were derived.
 MN0407
 MN0407_MARKER: DS = TRIANGULATION STATION DISK
 MN0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0407_STAMPING: LAKE 2 1946
 MN0407_MARK LOGO: CGS
 MN0407_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0407
 MN0407  HISTORY     - Date     Condition        Report By
 MN0407  HISTORY     - 1946     MONUMENTED       CGS
 MN0407  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MN0407
 MN0407                          STATION DESCRIPTION
 MN0407
 MN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0407'LOCATED ABOUT 11 MILES, AIRLINE, NORTHWEST OF OSHKOSH ON
 MN0407'THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS STAMPED
 MN0407'LAKE 2 1946 AND IS CEMENTED IN THE TOP OF A 4-INCH IRON PIPE
 MN0407'PROJECTING 1 FOOT.
 MN0407'
 MN0407'REFERENCE MARK NO. 1 IS ON A SMALL ROUNDED KNOLL SOUTHWEST
 MN0407'OF THE STATION AND ABOUT 27 FEET LOWER THAN THE STATION.  IT
 MN0407'IS STAMPED LAKE NO 1 1933 AND PROJECTS 6 INCHES.
 MN0407'
 MN0407'REFERENCE MARK NO. 4 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 MN0407'18 FEET LOWER THAN THE STATION.  IT IS STAMPED LAKE NO 4 1946
 MN0407'AND PROJECTS 10 INCHES.
 MN0407'
 MN0407'A DISTANCE AND DIRECTION WAS TAKEN TO THE OLD STATION LAKE.
 MN0407'THE MARK WAS VERY LOOSE AND WOULD PROBABLY BE DESTROYED IN
 MN0407'A SHORT TIME.
 MN0407'
 MN0407'AZIMUTH MARK IS 45 FEET WEST OF A TRACK ROAD AND 3 FEET NORTHEAST
 MN0407'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 3
 MN0407'FEET.  IT IS STAMPED LAKE NO 2 1933 AND PROJECTS 10 INCHES.
 MN0407'
 MN0407'REACHED FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 MN0407'26 IN OSHKOSH--GO WEST FOR 0.3 MILES TO A SIDE ROAD RIGHT, JUST
 MN0407'WEST OF A BRICK SCHOOL.  TURN RIGHT, NORTH, AND GO 8.3 MILES
 MN0407'TO A SANDY CROSS ROAD.  TURN LEFT, WEST, AND GO 1.7 MILE
 MN0407'TO THE SAUNDER SCHOOL.  TURN RIGHT, NORTH, AND GO 1.9 MILES TO
 MN0407'A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A FORK.  TAKE
 MN0407'LEFT FORK AND PASS THROUGH CATTLE GUARD.  TURN SHARP RIGHT
 MN0407'AFTER PASSING THROUGH CATTLE GUARD AND FOLLOW ALONG THE WEST
 MN0407'SIDE OF THE FENCE FOR 0.35 MILE TO A GATE ABOUT 100 FEET WEST
 MN0407'OF THE BARN.  PASS THROUGH GATE AND FOLLOW OLD TRACK ROAD
 MN0407'NORTH FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0407'ON OLD TRACK ROAD FOR 0.2 MILE, TURN RIGHT EASTERLY AND
 MN0407'WORK WAY UP TO THE HIGHEST POINT OF THE HILL A DISTANCE OF
 MN0407'0.5 MILE.
 MN0407
 MN0407                          STATION RECOVERY (1963)
 MN0407
 MN0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0407'THE STATION MARK AND REFERENCE MARKS 1 AND 4 WERE RECOVERED IN
 MN0407'FAIR CONDITION.  REFERENCE MARK 2, AZIMUTH MARK, WAS RECOVERED
 MN0407'IN GOOD CONDITION.  ALL MARKS WERE REPAIRED AND ARE NOW IN
 MN0407'GOOD CONDITION.  CONSIDERABLE EROSION HAD TAKEN PLACE AROUND
 MN0407'THE STATION MARK SO A LENGTH OF SNOW FENCE WAS PLACED AROUND
 MN0407'THE MARK AND FILLED WITH HAY AND SAND.  A DIFFERENCE IN THE
 MN0407'DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 4 WERE
 MN0407'NOTED AND CHECKED.  A NEW DESCRIPTION FOR THE STATION FOLLOWS.
 MN0407'
 MN0407'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTH-NORTHWEST OF
 MN0407'OSHKOSH ON A HIGH SAND HILL IN PASTURE LAND WHICH IS OWNED BY
 MN0407'MR. ORVIN LAKE, WHO RESIDES ABOUT 1/2 MILE SOUTH OF THE
 MN0407'STATION.
 MN0407'
 MN0407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND
 MN0407'STATE HIGHWAY 27, IN THE SOUTHWEST EDGE OF OSHKOSH, DRIVE
 MN0407'NORTH ON A PAVED STREET FOR 0.6 MILE TO THE END OF THE PAVEMENT.
 MN0407'CONTINUE NORTH ON A GRAVELED ROAD FOR 8.0 MILES TO A CROSSROAD.
 MN0407'TURN LEFT AND DRIVE WEST FOR 1.75 MILES TO A SCHOOL HOUSE.
 MN0407'TURN RIGHT AND DRIVE NORTH AND NORTHWEST ON THE BLADED ROAD
 MN0407'FOR 2.05 MILES TO A CATTLE GUARD AND MAIL BOX ON THE LEFT,
 MN0407'JUST SOUTH OF MR. ORVIN LAKES RANCH HOUSE.  TURN LEFT, CROSS
 MN0407'THE CATTLE GUARD, THENCE DRIVE WEST FOR 0.1 MILE TO ANOTHER
 MN0407'CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN RIGHT AND DRIVE
 MN0407'NORTH-NORTHWEST ON A DIM TRACK ROAD FOR 0.1 MILE TO A FENCE
 MN0407'CORNER.  DRIVE NORTH ALONG THE WEST SIDE OF THE FENCE FOR
 MN0407'0.05 MILE, THENCE TURN LEFT AND DRIVE NORTH-NORTHWEST AND
 MN0407'NORTH ON A POOR TRACK ROAD FOR 0.45 MILE TO THE AZIMUTH
 MN0407'MARK ON THE LEFT.  CONTINUE THE TRACK ROAD NORTH FOR 0.3
 MN0407'MILE, THENCE, WITH A 4-WHEEL DRIVE VEHICLE, DRIVE EASTERLY FOR
 MN0407'0.4 MILE TO A POINT 125 YARDS SOUTH OF THE HIGHEST POINT IN
 MN0407'THE VICINITY AND THE STATION.
 MN0407'
 MN0407'THE STATION IS A STANDARD DISK, STAMPED LAKE 2 1946, SET IN
 MN0407'THE TOP OF A 4-INCH IN DIAMETER PIPE WHICH PROJECTS 12 INCHES
 MN0407'ABOVE THE CEMENT REINFORCING AROUND ITS BASE.
 MN0407'
 MN0407'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 1 1933,
 MN0407'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0407'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 15
 MN0407'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 MN0407'
 MN0407'REFERENCE MARK 4, A STANDARD DISK STAMPED LAKE 2 NO 4 1946,
 MN0407'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0407'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT
 MN0407'25 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 MN0407'
 MN0407'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKE NO 2 1933,
 MN0407'IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0407'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 53 FEET WEST
 MN0407'OF THE CENTER OF THE TRACK ROAD.  THIS MARK WAS USED AS THE
 MN0407'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0628 ***********************************************************************
 NP0628  DESIGNATION -  LAKESIDE
 NP0628  PID         -  NP0628
 NP0628  STATE/COUNTY-  NE/SHERIDAN
 NP0628  COUNTRY     -  US
 NP0628  USGS QUAD   -  LAKESIDE (2017)
 NP0628
 NP0628                         *CURRENT SURVEY CONTROL
 NP0628  ______________________________________________________________________
 NP0628* NAD 83(1995) POSITION- 42 02 51.57940(N) 102 27 56.58398(W)   ADJUSTED
 NP0628* NAVD 88 ORTHO HEIGHT -  1251.    (meters)     4104.    (feet) SCALED
 NP0628  ______________________________________________________________________
 NP0628  GEOID HEIGHT    -        -18.872 (meters)                     GEOID18
 NP0628  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 NP0628  HORZ ORDER      -  FIRST
 NP0628
 NP0628.The horizontal coordinates were established by classical geodetic methods
 NP0628.and adjusted by the National Geodetic Survey in August 1997.
 NP0628
 NP0628.The orthometric height was scaled from a topographic map.
 NP0628
 NP0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0628.GEOID18 height accuracy estimate available here.
 NP0628
 NP0628.Click photographs - Photos may exist for this station.
 NP0628
 NP0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0628
 NP0628. The following values were computed from the NAD 83(1995) position.
 NP0628
 NP0628;                    North         East     Units Scale Factor Converg.
 NP0628;SPC NE       -   248,760.077   295,954.157   MT  0.99970325   -1 38 02.5
 NP0628;SPC NE       -   816,140.35    970,976.26   sFT  0.99970325   -1 38 02.5
 NP0628;UTM  13      - 4,658,175.638   709,733.691   MT  1.00014130   +1 41 52.6
 NP0628
 NP0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0628!SPC NE       -   0.99980686  x   0.99970325  =   0.99951017
 NP0628!UTM  13      -   0.99980686  x   1.00014130  =   0.99994813
 NP0628
 NP0628:                Primary Azimuth Mark                     Grid Az
 NP0628:SPC NE       -  LAKESIDE AZ MK                           050 07 38.9
 NP0628:UTM  13      -  LAKESIDE AZ MK                           046 47 43.8
 NP0628
 NP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0973358175(NAD 83)
 NP0628
 NP0628|---------------------------------------------------------------------|
 NP0628| PID    Reference Object                     Distance      Geod. Az  |
 NP0628|                                                           dddmmss.s |
 NP0628| CP9811 LAKESIDE AZ MK                                     0482936.4 |
 NP0628| CP9812 LAKESIDE RM 1                         7.403 METERS 04851     |
 NP0628| CP9813 LAKESIDE RM 2                         6.952 METERS 15309     |
 NP0628|---------------------------------------------------------------------|
 NP0628
 NP0628                          SUPERSEDED SURVEY CONTROL
 NP0628
 NP0628  NAD 83(1993)-  42 02 51.57805(N)    102 27 56.58481(W) AD(       ) 1
 NP0628  NAD 83(1986)-  42 02 51.57649(N)    102 27 56.58451(W) AD(       ) 1
 NP0628  NAD 27      -  42 02 51.66500(N)    102 27 54.88400(W) AD(       ) 1
 NP0628
 NP0628.Superseded values are not recommended for survey control.
 NP0628
 NP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0628.See file dsdata.pdf to determine how the superseded data were derived.
 NP0628
 NP0628_MARKER: DS = TRIANGULATION STATION DISK
 NP0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0628
 NP0628  HISTORY     - Date     Condition        Report By
 NP0628  HISTORY     - 1946     MONUMENTED       CGS
 NP0628
 NP0628                          STATION DESCRIPTION
 NP0628
 NP0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0628'LOCATED 2.8 MILES SOUTHWEST OF LAKESIDE AND ABOUT 1 MILE SOUTH
 NP0628'OF STATE HIGHWAY NO. 2 ON THE HIGHEST POINT OF A PROMINENT SAND
 NP0628'DUNE.  IT IS STAMPED LAKESIDE 1946 AND PROJECTS 6 INCHES.
 NP0628'
 NP0628'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 NP0628'IS STAMPED LAKESIDE NO 1 1946 AND PROJECTS 6 INCHES.
 NP0628'
 NP0628'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0628'IT IS STAMPED LAKESIDE NO 2 1946 AND PROJECTS 6 INCHES.
 NP0628'
 NP0628'THE AZIMUTH MARK IS 1.4 MILES WEST OF LAKESIDE, 0.15 MILE
 NP0628'WEST OF A GATE, 42 FEET SOUTH OF HIGHWAY NO. 2 AND 1 FOOT NORTH
 NP0628'OF A WIRE FENCE.  IT IS STAMPED LAKESIDE 1946 AND PROJECTS 8
 NP0628'INCHES.
 NP0628'
 NP0628'TO REACH THE STATION FROM LAKESIDE, GO WEST ON STATE HIGHWAY
 NP0628'NO. 2 FOR 1.25 MILE TO A GATE *ON THE LEFT.  THEN THROUGH GATE,
 NP0628'SOUTHWEST, FOR 1.1 MILE TO THE EAST SLOPE OF THE SAND DUNE.
 NP0628'THEN BEAR RIGHT, WEST, FOR 0.3 MILE TO THE STATION.
 NP0628'
 NP0628'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON STATE
 NP0628'HIGHWAY NO. 2 FOR 0.15 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0445 ***********************************************************************
 NO0445  DESIGNATION -  LAKEVIEW
 NO0445  PID         -  NO0445
 NO0445  STATE/COUNTY-  NE/CHERRY
 NO0445  COUNTRY     -  US
 NO0445  USGS QUAD   -  KENNEDY (2017)
 NO0445
 NO0445                         *CURRENT SURVEY CONTROL
 NO0445  ______________________________________________________________________
 NO0445* NAD 83(1995) POSITION- 42 30 29.45061(N) 100 48 59.29191(W)   ADJUSTED
 NO0445* NAVD 88 ORTHO HEIGHT -  1003.    (meters)     3291.    (feet) SCALED
 NO0445  ______________________________________________________________________
 NO0445  GEOID HEIGHT    -        -20.956 (meters)                     GEOID18
 NO0445  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC18
 NO0445  HORZ ORDER      -  THIRD
 NO0445
 NO0445.The horizontal coordinates were established by classical geodetic methods
 NO0445.and adjusted by the National Geodetic Survey in August 1997.
 NO0445
 NO0445.The orthometric height was scaled from a topographic map.
 NO0445
 NO0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0445.GEOID18 height accuracy estimate available here.
 NO0445
 NO0445.Click photographs - Photos may exist for this station.
 NO0445
 NO0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0445
 NO0445. The following values were computed from the NAD 83(1995) position.
 NO0445
 NO0445;                    North         East     Units Scale Factor Converg.
 NO0445;SPC NE       -   297,308.316   432,909.350   MT  0.99981180   -0 32 27.9
 NO0445;SPC NE       -   975,419.03  1,420,303.43   sFT  0.99981180   -0 32 27.9
 NO0445;UTM  14      - 4,707,800.182   350,764.928   MT  0.99987402   -1 13 39.4
 NO0445
 NO0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0445!SPC NE       -   0.99984596  x   0.99981180  =   0.99965779
 NO0445!UTM  14      -   0.99984596  x   0.99987402  =   0.99972000
 NO0445
 NO0445:                Primary Azimuth Mark                     Grid Az
 NO0445:SPC NE       -  LAKEVIEW AZ MK                           304 38 43.9
 NO0445:UTM  14      -  LAKEVIEW AZ MK                           305 19 55.4
 NO0445
 NO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5076407800(NAD 83)
 NO0445
 NO0445|---------------------------------------------------------------------|
 NO0445| PID    Reference Object                     Distance      Geod. Az  |
 NO0445|                                                           dddmmss.s |
 NO0445| CO3911 LAKEVIEW RM 1                        11.898 METERS 07017     |
 NO0445| CO3912 LAKEVIEW RM 2                        10.078 METERS 16340     |
 NO0445| CO3910 LAKEVIEW AZ MK                                     3040616.0 |
 NO0445|---------------------------------------------------------------------|
 NO0445
 NO0445                          SUPERSEDED SURVEY CONTROL
 NO0445
 NO0445  NAD 83(1986)-  42 30 29.45013(N)    100 48 59.29906(W) AD(       ) 3
 NO0445  NAD 27      -  42 30 29.44100(N)    100 48 57.77600(W) AD(       ) 3
 NO0445
 NO0445.Superseded values are not recommended for survey control.
 NO0445
 NO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0445.See file dsdata.pdf to determine how the superseded data were derived.
 NO0445
 NO0445_MARKER: DS = TRIANGULATION STATION DISK
 NO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0445_STAMPING: LAKEVIEW 1949
 NO0445_MARK LOGO: CGS
 NO0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0445+STABILITY: SURFACE MOTION
 NO0445
 NO0445  HISTORY     - Date     Condition        Report By
 NO0445  HISTORY     - 1949     MONUMENTED       CGS
 NO0445
 NO0445                          STATION DESCRIPTION
 NO0445
 NO0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0445'THE STATION IS LOCATED ABOUT 32.0 MILES SOUTH-SOUTHWEST OF
 NO0445'CROOKSTON AND 3.0 MILES SOUTH-SOUTHWEST OF THE KENNEDY POST
 NO0445'OFFICE.  IT IS ON THE HIGHEST POINT OF PROMINENT SAND HILL,
 NO0445'30 FEET SOUTH OF THE SOUTH EDGE OF BLOWOUT AND 8 FEET NORTHWEST
 NO0445'OF WITNESS POST.  IT IS STAMPED LAKE VIEW 1949 AND PROJECTS
 NO0445'3 INCHES.
 NO0445'
 NO0445'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 NO0445'EAST END OF THE SAME HILL AS THE STATION AND ABOUT THE SAME
 NO0445'ELEVATION.  IT IS STAMPED LAKE VIEW NO 1 1949 AND PROJECTS
 NO0445'3 INCHES.
 NO0445'
 NO0445'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, ON THE
 NO0445'SOUTH SLOPE OF THE HILL AND ABOUT 5 FEET LOWER THAN THE STATION
 NO0445'IN ELEVATION.  IT IS STAMPED LAKE VIEW NO 2 1949 AND PROJECTS
 NO0445'4 INCHES.
 NO0445'
 NO0445'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.4 MILE SOUTHWEST
 NO0445'OF WINDMILL, 100 FEET SOUTH OF FENCE CORNER AND 1 FOOT EAST
 NO0445'OF FENCE LINE.  IT IS STAMPED LAKE VIEW 1949 AND SET FLUSH WITH
 NO0445'THE SURFACE OF THE GROUND.
 NO0445'
 NO0445'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0445'AND 83 WHICH IS 5.4 MILES EAST-SOUTHEAST OF VALENTINE, GO SOUTH
 NO0445'ON U.S. HIGHWAY 83 FOR 11.85 MILES TO A SURFACED T-ROAD RIGHT,
 NO0445'TURN RIGHT AND GO WEST ON SURFACED ROAD FOR 6.15 MILES TO FORKS,
 NO0445'TAKE LEFT FORK AND GO SOUTH, WEST AND SOUTH ON SURFACED
 NO0445'ROAD FOR 7.1 MILES TO WILDLIFE REFUGE HEADQUATERS ON THE
 NO0445'LEFT, CONTINUE ON SURFACED AND SAND ROAD FOR 0.7 MILE TO
 NO0445'FORKS, TAKE LEFT FORK, CROSSING A SMALL BRIDGE, FOR 0.1
 NO0445'MILE TO FORKS, TAKE RIGHT FORK ON MAIN TRAVELED ROAD FOR
 NO0445'1.4 MILES TO T-ROAD LEFT, CONTINUE ON MAIN ROAD AS PER
 NO0445'SIGN, KENNEDY, FOR 0.9 MILE TO A CATTLE GUARD, CROSS GUARD
 NO0445'AND CONTINUE ON MAIN ROAD FOR 0.25 MILE TO FORKS, TAKE
 NO0445'RIGHT FORK WEST, SOUTH AND WEST FOR 0.6 MILE TO A RANCH
 NO0445'HOUSE ON THE RIGHT, CONTINUE WEST ON MAIN ROAD FOR 0.3
 NO0445'MILE TO A T-ROAD LEFT, TURN LEFT AND FOLLOW MAIN
 NO0445'ROAD SOUTH AND WEST FOR 1.95 MILES TO A WINDMILL ON THE
 NO0445'RIGHT, CONTINUE WEST ON MAIN ROAD FOR 3.2 MILES TO FORKS,
 NO0445'TAKE LEFT FORK SOUTHWEST FOR 0.55 MILE TO FORKS, (THE
 NO0445'AZIMUTH MARK IS SOUTHWEST OF THIS FORKS ABOUT 0.8 MILE NEAR A
 NO0445'FENCE CORNER), TAKE RIGHT FORK ON MAIN ROAD FOR 0.4 MILE,
 NO0445'HERE TURN LEFT OFF OF TRACK ROAD AND PICK WAY TO THE EAST
 NO0445'AND SOUTHEAST FOR 1.0 MILE TO HIGHEST POINT IN PASTURE AND
 NO0445'STATION AS DESCRIBED.
 NO0445'
 NO0445'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0499 ***********************************************************************
 LK0499  DESIGNATION -  LAMAR
 LK0499  PID         -  LK0499
 LK0499  STATE/COUNTY-  NE/CHASE
 LK0499  COUNTRY     -  US
 LK0499  USGS QUAD   -  AMHERST SE (2019)
 LK0499
 LK0499                         *CURRENT SURVEY CONTROL
 LK0499  ______________________________________________________________________
 LK0499* NAD 83(1995) POSITION- 40 30 42.97903(N) 102 01 58.33577(W)   ADJUSTED
 LK0499* NAVD 88 ORTHO HEIGHT -  1141.1   (meters)     3744.    (feet) VERTCON
 LK0499  ______________________________________________________________________
 LK0499  GEOID HEIGHT    -        -21.664 (meters)                     GEOID18
 LK0499  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 LK0499  HORZ ORDER      -  FIRST
 LK0499
 LK0499.The horizontal coordinates were established by classical geodetic methods
 LK0499.and adjusted by the National Geodetic Survey in August 1997.
 LK0499
 LK0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0499
 LK0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0499.GEOID18 height accuracy estimate available here.
 LK0499
 LK0499.Click photographs - Photos may exist for this station.
 LK0499
 LK0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0499
 LK0499. The following values were computed from the NAD 83(1995) position.
 LK0499
 LK0499;                    North         East     Units Scale Factor Converg.
 LK0499;SPC NE       -    77,370.862   327,757.624   MT  0.99980770   -1 20 49.8
 LK0499;SPC NE       -   253,840.90  1,075,318.14   sFT  0.99980770   -1 20 49.8
 LK0499;UTM  13      - 4,488,810.421   751,389.448   MT  1.00037797   +1 55 42.5
 LK0499;UTM  14      - 4,489,000.077   243,039.754   MT  1.00041284   -1 58 16.5
 LK0499
 LK0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0499!SPC NE       -   0.99982443  x   0.99980770  =   0.99963217
 LK0499!UTM  13      -   0.99982443  x   1.00037797  =   1.00020234
 LK0499!UTM  14      -   0.99982443  x   1.00041284  =   1.00023720
 LK0499
 LK0499:                Primary Azimuth Mark                     Grid Az
 LK0499:SPC NE       -  MCFARLAND                                181 54 59.8
 LK0499:UTM  13      -  MCFARLAND                                178 38 27.5
 LK0499:UTM  14      -  MCFARLAND                                182 32 26.5
 LK0499
 LK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5138988810(NAD 83)
 LK0499
 LK0499|---------------------------------------------------------------------|
 LK0499| PID    Reference Object                     Distance      Geod. Az  |
 LK0499|                                                           dddmmss.s |
 LK0499| LJ0517 LAMAR CHURCH SPIRE                  APPROX. 8.0 KM 0350846.4 |
 LK0499| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.33.0 KM 0884603.2 |
 LK0499| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.33.1 KM 0894735.7 |
 LK0499| LK0521 MCFARLAND                           APPROX.16.0 KM 1803410.0 |
 LK0499| CP7564 LAMAR AZ MK 2                                      1863539.1 |
 LK0499| CP7563 LAMAR AZ MK                                        1863719.1 |
 LK0499| CP7565 LAMAR RM 1                           39.455 METERS 21619     |
 LK0499| CP7566 LAMAR RM 2                           59.216 METERS 33011     |
 LK0499| LK0487 VENANGO MUNICIPAL TANK              APPROX.28.2 KM 3585145.0 |
 LK0499|---------------------------------------------------------------------|
 LK0499
 LK0499                          SUPERSEDED SURVEY CONTROL
 LK0499
 LK0499  NAD 83(1992)-  40 30 42.97879(N)    102 01 58.33586(W) AD(       ) 1
 LK0499  NAD 83(1986)-  40 30 42.97837(N)    102 01 58.33603(W) AD(       ) 1
 LK0499  NAD 27      -  40 30 42.99400(N)    102 01 56.66900(W) AD(       ) 1
 LK0499  NGVD 29 (07/19/86) 1140.6    (m)         3742.     (f) VERT ANG       
 LK0499
 LK0499.Superseded values are not recommended for survey control.
 LK0499
 LK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0499.See file dsdata.pdf to determine how the superseded data were derived.
 LK0499
 LK0499_MARKER: DS = TRIANGULATION STATION DISK
 LK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0499_STAMPING: LAMAR 1933
 LK0499_MARK LOGO: CGS
 LK0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0499+STABILITY: SURFACE MOTION
 LK0499
 LK0499  HISTORY     - Date     Condition        Report By
 LK0499  HISTORY     - 1933     MONUMENTED       CGS
 LK0499  HISTORY     - 1969     GOOD             CGS
 LK0499  HISTORY     - 1971     GOOD             NGS
 LK0499  HISTORY     - 1973     GOOD             USGS
 LK0499
 LK0499                          STATION DESCRIPTION
 LK0499
 LK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0499'STATION IS ABOUT 21 MILES W OF IMPERIAL, 17 MILES S OF VENANGO
 LK0499'AND 5 MILES SW OF LAMAR ON A HIGH PROMINENT SAND HILL IN SE
 LK0499'1/4 SEC. 1, T 6 N, R 42 W.
 LK0499'
 LK0499'STATION IS NEAR N END OF HIGHEST RIDGE IN VICINITY AND ABOUT
 LK0499'1/4 MILE N OF SECTION LINE FENCE OF SECTION 1.
 LK0499'
 LK0499'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0499'BRONZE DISKS SET IN CONCRETE.
 LK0499'
 LK0499'REFERENCE MARK NO. 1 IS SW OF STATION ON FIRST KNOLL TO SW.
 LK0499'
 LK0499'REFERENCE MARK NO. 2 IS NNW OF STATION ON W SLOPE OF RIDGE, NEAR
 LK0499'POINT WHERE RIDGE DROPS OFF SHARPLY TO N.
 LK0499'
 LK0499'AZIMUTH MARK IS SSW OF STATION AND ON SAME RIDGE, AND ABOUT
 LK0499'12 FEET N OF S SECTION LINE FENCE OF SECTION 1.
 LK0499'
 LK0499'TO REACH STATION FROM LAMAR, GO W 4.5 MILES TO JOG AT COLORADO
 LK0499'STATE LINE, THENCE S ON STATE LINE ROAD 4.0 MILES.  TURN E 0.25
 LK0499'MILE, THENCE S ON SAND ROAD 1.0 MILE TO CORNER NEAR HOUSE.
 LK0499'FOLLOW SANDY ROAD E 0.25 MILE, FROM HERE PICK WAY UP RIDGE,
 LK0499'E AND NE ABOUT 0.75 MILE, TO POINT NEAR N END OF HIGHEST
 LK0499'RIDGE IN VICINITY AND STATION.
 LK0499'
 LK0499'HEIGHT OF LIGHT ABOVE STATION MARK - 1.12 METERS.
 LK0499
 LK0499                          STATION RECOVERY (1969)
 LK0499
 LK0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0499'R.M. DISTANCES ARE HORIZONTAL.
 LK0499'
 LK0499'DUE TO THE TERRAIN IT WAS NOT POSSIBLE TO MEASURE BETWEEN THE
 LK0499'R.M.S.
 LK0499'
 LK0499'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LK0499'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE LEANING VERY BADLY AND
 LK0499'THE MARK WAS DESTROYED AT THIS TIME.  AN AZIMUTH MARK 2 WAS
 LK0499'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 LK0499'
 LK0499'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 1, T. 6 N.,
 LK0499'R. 42 W., ON A HIGH PROMINENT SAND HILL AND ON PROPERTY OF MR.
 LK0499'EARNEST MARTIN.  IT IS LOCATED ABOUT 21 MILES WEST OF IMPERIAL,
 LK0499'15-1/2 MILES EAST-SOUTHEAST OF HOLYOKE, COLORADO, 5 MILES
 LK0499'SOUTHWEST OF LAMAR AND 1 MILE EAST OF THE COLORADO-NEBRASKA STATE
 LK0499'LINE.
 LK0499'
 LK0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 385 AND 6
 LK0499'IN HOLYOKE, COLORADO, GO EAST ON U.S. HIGHWAY 6 FOR 13.3 MILES TO
 LK0499'THE COLORADO-NEBRASKA STATE LINE.  CONTINUE EAST ON U.S. HIGHWAY 6
 LK0499'FOR 4.1 MILES TO A CROSSROAD AND A CO-OP GAS STATION IN THE
 LK0499'NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 LK0499'GRAVELED ROAD FOR 3.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LK0499'WEST ON A GRAVELED ROAD FOR 1.15 MILES TO A FORK.  BEAR LEFT
 LK0499'AND GO WEST ON A TRACK ROAD FOR 0.35 MILE TO A WIRE GATE.  PASS
 LK0499'THROUGH THE GATE, GO WEST AND NORTHWEST ON A TRACK ROAD FOR 0.85
 LK0499'MILE TO A FORK.  BEAR LEFT AND CONTINUE WEST ALONG THE SOUTH
 LK0499'SIDE OF A ROW OF TREES FOR 0.5 MILE TO THE WEST END OF THE ROW OF
 LK0499'TREES.  FROM THIS POINT, GO NORTHEAST ACROSS A FIELD TOWARD A
 LK0499'TRIPLE POWER LINE FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE
 LK0499'GATE, CONTINUE NORTH ON A TRACK ROAD FOR 0.3 MILE TO A WIRE
 LK0499'GATE.  (THE AZIMUTH MARK IS 95 PACES WEST OF THIS GATE.) PASS
 LK0499'THROUGH THE GATE, CONTINUE NORTH AND NORTHWEST ON A TRACK ROAD FOR
 LK0499'0.3 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 LK0499'
 LK0499'THE STATION MARK IS A STANDARD DISK STAMPED LAMAR 1933, SET IN
 LK0499'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8
 LK0499'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET NORTH-NORTHWEST OF
 LK0499'A METAL WITNESS POST.
 LK0499'
 LK0499'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAMAR NO 1 1933, SET
 LK0499'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 LK0499'INCHES ABOVE THE GROUND SURFACE.  IT IS SOUTHWEST OF THE STATION ON
 LK0499'THE FIRST KNOLL TO THE SOUTHWEST.
 LK0499'
 LK0499'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAMAR NO 2 1933, SET
 LK0499'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 LK0499'INCHES ABOVE THE GROUND SURFACE.  IT IS NORTH-NORTHWEST OF THE
 LK0499'STATION ON THE WEST SLOPE OF RIDGE, NEAR POINT WHERE RIDGE DROPS
 LK0499'OFF SHARPLY TO THE NORTH.
 LK0499'
 LK0499'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMAR 1933 NO 2 1969,
 LK0499'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0499'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET EAST OF
 LK0499'A METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 LK0499'
 LK0499'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 LK0499
 LK0499                          STATION RECOVERY (1971)
 LK0499
 LK0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (HH)
 LK0499'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO IRREGULAR
 LK0499'TERRAIN.
 LK0499'
 LK0499'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0499'
 LK0499'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0499'DISKS, SET IN CONCRETE POSTS.
 LK0499'
 LK0499'STATION MARK--DISK PROJECTING 0.5 FEET ABOVE GROUND, AND STAMPED
 LK0499'LAMAR 1933.
 LK0499'
 LK0499'REFERENCE MARK NO. 1--DISK PROJECTING 0.4 FEET ABOVE GROUND, AND
 LK0499'STAMPED LAMAR NO. 1 1933.
 LK0499'
 LK0499'REFERENCE MARK NO. 2--DISK PROJECTING 0.4 FEET ABOVE GROUND, AND
 LK0499'STAMPED LAMAR NO. 2 1933.
 LK0499'
 LK0499'STATION MC FARLAND USC AND GS 1933 IS VISIBLE FROM THE GROUND
 LK0499'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 LK0499'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 LK0499
 LK0499                          STATION RECOVERY (1973)
 LK0499
 LK0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LK0499'STATION MARK, R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION
 LK0499'AS DESCRIBED.  THE AZIMUTH MARK WAS RESET IN 1969 AND IS STAMPED
 LK0499'LAMAR NO. 2 1933-1969.  NO NOTES AVAILABLE IN FIELD FOR THIS
 LK0499'AZIMUTH MARK.  DISTANCE TO R.M. 1 MISSED -0.14 FT.  R.M. 2
 LK0499'MISSED -0.37 FT.
 LK0499'
 LK0499'DIRECTION TO R.M. 1 MISSED +30.18 SECONDS IN AZIMUTH.  R.M.
 LK0499'2 MISSED +18.43 SECONDS IN AZIMUTH.  NOTES ARE NOT AVAILABLE
 LK0499'IN FIELD SO THERE IS NO CHECK ON THE NEW AZIMUTH MARK.  THE
 LK0499'OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0517 ***********************************************************************
 LJ0517  DESIGNATION -  LAMAR CHURCH SPIRE
 LJ0517  PID         -  LJ0517
 LJ0517  STATE/COUNTY-  NE/CHASE
 LJ0517  COUNTRY     -  US
 LJ0517  USGS QUAD   -  LAMAR (2017)
 LJ0517
 LJ0517                         *CURRENT SURVEY CONTROL
 LJ0517  ______________________________________________________________________
 LJ0517* NAD 83(1995) POSITION- 40 34 15.87744(N) 101 58 41.73818(W)   ADJUSTED
 LJ0517  ______________________________________________________________________
 LJ0517  GEOID HEIGHT    -        -21.628 (meters)                     GEOID18
 LJ0517  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 LJ0517  HORZ ORDER      -  THIRD
 LJ0517
 LJ0517.The horizontal coordinates were established by classical geodetic methods
 LJ0517.and adjusted by the National Geodetic Survey in August 1997.
 LJ0517
 LJ0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0517.GEOID18 height accuracy estimate available here.
 LJ0517
 LJ0517.Click photographs - Photos may exist for this station.
 LJ0517
 LJ0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0517
 LJ0517. The following values were computed from the NAD 83(1995) position.
 LJ0517
 LJ0517;                    North         East     Units Scale Factor Converg.
 LJ0517;SPC NE       -    83,827.522   332,534.090   MT  0.99979052   -1 18 39.6
 LJ0517;SPC NE       -   275,024.13  1,090,988.93   sFT  0.99979052   -1 18 39.6
 LJ0517;UTM  14      - 4,495,408.036   247,889.333   MT  1.00038243   -1 56 17.0
 LJ0517;UTM  13      - 4,495,533.506   755,791.687   MT  1.00040545   +1 57 59.0
 LJ0517
 LJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK4788995408(NAD 83)
 LJ0517
 LJ0517                          SUPERSEDED SURVEY CONTROL
 LJ0517
 LJ0517  NAD 83(1992)-  40 34 15.87779(N)    101 58 41.73761(W) AD(       ) 3
 LJ0517  NAD 83(1986)-  40 34 15.87607(N)    101 58 41.73761(W) AD(       ) 3
 LJ0517  NAD 27      -  40 34 15.90000(N)    101 58 40.08000(W) AD(       ) 3
 LJ0517
 LJ0517.Superseded values are not recommended for survey control.
 LJ0517
 LJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0517.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0517
 LJ0517_MARKER: 90 = CHURCH SPIRE
 LJ0517
 LJ0517  HISTORY     - Date     Condition        Report By
 LJ0517  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0517
 LJ0517                          STATION DESCRIPTION
 LJ0517
 LJ0517'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0779 ***********************************************************************
 NN0779  DESIGNATION -  LAMB
 NN0779  PID         -  NN0779
 NN0779  STATE/COUNTY-  NE/ROCK
 NN0779  COUNTRY     -  US
 NN0779  USGS QUAD   -  RIVERVIEW (2017)
 NN0779
 NN0779                         *CURRENT SURVEY CONTROL
 NN0779  ______________________________________________________________________
 NN0779* NAD 83(1995) POSITION- 42 39 59.82987(N) 099 32 16.96868(W)   ADJUSTED
 NN0779* NAVD 88 ORTHO HEIGHT -   703.    (meters)     2306.    (feet) SCALED
 NN0779  ______________________________________________________________________
 NN0779  GEOID HEIGHT    -        -23.484 (meters)                     GEOID18
 NN0779  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 NN0779  HORZ ORDER      -  FIRST
 NN0779
 NN0779.The horizontal coordinates were established by classical geodetic methods
 NN0779.and adjusted by the National Geodetic Survey in August 1997.
 NN0779
 NN0779.The orthometric height was scaled from a topographic map.
 NN0779
 NN0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0779.GEOID18 height accuracy estimate available here.
 NN0779
 NN0779.Click photographs - Photos may exist for this station.
 NN0779
 NN0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0779
 NN0779. The following values were computed from the NAD 83(1995) position.
 NN0779
 NN0779;                    North         East     Units Scale Factor Converg.
 NN0779;SPC NE       -   314,689.941   537,865.793   MT  0.99986425   +0 18 22.1
 NN0779;SPC NE       - 1,032,445.25  1,764,648.02   sFT  0.99986425   +0 18 22.1
 NN0779;UTM  14      - 4,723,934.840   455,908.281   MT  0.99962392   -0 21 52.8
 NN0779
 NN0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0779!SPC NE       -   0.99989340  x   0.99986425  =   0.99975767
 NN0779!UTM  14      -   0.99989340  x   0.99962392  =   0.99951736
 NN0779
 NN0779:                Primary Azimuth Mark                     Grid Az
 NN0779:SPC NE       -  K 36                                     181 50 09.7
 NN0779:UTM  14      -  K 36                                     182 30 24.6
 NN0779
 NN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5590823934(NAD 83)
 NN0779
 NN0779|---------------------------------------------------------------------|
 NN0779| PID    Reference Object                     Distance      Geod. Az  |
 NN0779|                                                           dddmmss.s |
 NN0779| CO3914 LAMB RM 1                            33.290 METERS 09028     |
 NN0779| NN0732 NEWPORT MUNICIPAL TANK              APPROX.18.7 KM 1121933.2 |
 NN0779| NN0731 NEWPORT STACK                       APPROX.18.4 KM 1125825.7 |
 NN0779| NN0730 NEWPORT CATHOLIC CHURCH CROSS       APPROX.18.3 KM 1134101.6 |
 NN0779| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX. 9.8 KM 1762858.1 |
 NN0779| NN0781 BASSETT MUNICIPAL TANK              APPROX. 8.8 KM 1792737.4 |
 NN0779| CO3913 LAMB AZ MK                                         1810125.4 |
 NN0779| NN0542 K 36                                               1820831.8 |
 NN0779| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.29.9 KM 2442127.9 |
 NN0779| CO3915 LAMB RM 2                            29.855 METERS 26743     |
 NN0779|---------------------------------------------------------------------|
 NN0779
 NN0779                          SUPERSEDED SURVEY CONTROL
 NN0779
 NN0779  NAD 83(1986)-  42 39 59.83667(N)    099 32 16.97851(W) AD(       ) 1
 NN0779  NAD 27      -  42 39 59.83300(N)    099 32 15.55700(W) AD(       ) 1
 NN0779
 NN0779.Superseded values are not recommended for survey control.
 NN0779
 NN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0779.See file dsdata.pdf to determine how the superseded data were derived.
 NN0779
 NN0779_MARKER: DS = TRIANGULATION STATION DISK
 NN0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0779_STAMPING: LAMB 1934
 NN0779_MARK LOGO: CGS
 NN0779_PROJECTION: FLUSH
 NN0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0779+STABILITY: SURFACE MOTION
 NN0779
 NN0779  HISTORY     - Date     Condition        Report By
 NN0779  HISTORY     - 1934     MONUMENTED       CGS
 NN0779  HISTORY     - 1948     GOOD             CGS
 NN0779  HISTORY     - 1949     GOOD             CGS
 NN0779
 NN0779                          STATION DESCRIPTION
 NN0779
 NN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0779'STATION IS LOCATED 400 FEET EAST OF CORNER OF SEC. 9, 10, 15,
 NN0779'16 ON SEC. LINE BETWEEN 10 AND 15.
 NN0779'
 NN0779'FROM RAILROAD CROSSING IN BASSET GO NORTH ON U.S. HIGHWAY 83
 NN0779'AND U.S. TEMPORARY HIGHWAY 20 FOR 0.45 MILE TO JUNCTION OF
 NN0779'20 AND 83.  BEAR LEFT, KEEPING TO U.S. HIGHWAY 83 FOR 4 MILES
 NN0779'TO WHERE U.S. HIGHWAY 83 TURNS WEST, CONTINUE STRAIGHT AHEAD
 NN0779'(NORTH) ON DIM ROAD FOR 1 MILE TO SECTION CORNER AT SIDE ROAD.
 NN0779'TURN RIGHT ON DIM SIDE ROAD AND GO EAST TO FIRST RISE IN GROUND
 NN0779'(400 FEET) AND STATION IN SECTION-LINE FENCE.
 NN0779'
 NN0779'REFERENCE MARK NO. 1 IS SET IN SECTION-LINE FENCE BETWEEN
 NN0779'SECTIONS 10 AND 15, 300 FEET EAST OF SECTION CORNER.
 NN0779'
 NN0779'REFERENCE MARK NO. 2 IS SET IN SECTION-LINE FENCE BETWEEN
 NN0779'SECTIONS 10 AND 15, 509 FEET EAST OF SECTION CORNER.
 NN0779'
 NN0779'AZIMUTH MARK IS 2.8 MILES SOUTH OF STATION ALONG EAST SIDE
 NN0779'OF UNITED STATES HIGHWAY 83.  MARK IS SET AT EAST EDGE
 NN0779'RIGHT-OF-WAY ATOP A SMALL KNOLL, 40 FEET EAST OF CENTERLINE
 NN0779'OF HIGHWAY.
 NN0779'
 NN0779'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0779
 NN0779                          STATION RECOVERY (1948)
 NN0779
 NN0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NN0779'LETTER OF MR. ARMOND KUEHN, BASSETT, NEBRASKA DATED OCT. 13,
 NN0779'1948--
 NN0779'
 NN0779'THE AZIMUTH MARK WAS REMOVED DUE TO HIGHWAY CONSTRUCTION.  A
 NN0779'NEW AZIMUTH MARK STAMPED LAMB 1948 WAS SET IN THE ORIGINAL
 NN0779'POSITION.
 NN0779'
 NN0779'REFERENCE MARK DISK STAMPED LAMB AZI 1934 WAS RECEIVED AT THIS
 NN0779'OFFICE 12/28/48.
 NN0779
 NN0779                          STATION RECOVERY (1949)
 NN0779
 NN0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0779'THE STATION, NOTES 1B AND 7A AND REFERENCE MARKS NOS 1 AND
 NN0779'2, NOTES 11B RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NN0779'AZIMUTH MARK WAS DESTROYED DUE TO WIDENING OF HIGHWAY.  BENCH
 NN0779'MARK K 36 WAS USED AS THE AZIMUTH MARK.  THE MEASUREMENTS FROM
 NN0779'THE STATION TO THE REFERENCE MARKS AND FROM REFERENCE MARKS TO
 NN0779'SECTION CORNER WERE FOUND TO BE REVERSED.
 NN0779'
 NN0779'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0779'
 NN0779'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF BASSETT AND
 NN0779'1.05 MILES NORTH-NORTHEAST OF U.S. HIGHWAY 183 ON THE NORTH
 NN0779'SIDE OF AN EAST-WEST FENCE LINE AND ON LAND OWNED BY MR. IRWIN
 NN0779'MERRITT.  IT IS 398 FEET EAST OF FENCE CORNER, 6-1/2 FEET
 NN0779'EAST OF GATE POST, 1 FOOT NORTH OF FENCE LINE AND WITNESS
 NN0779'POST.  IT IS STAMPED LAMB 1934 AND SET FLUSH WITH THE GROUND
 NN0779'SURFACE.
 NN0779'
 NN0779'REFERENCE MARK NO 1 IS EAST OF THE STATION, 2 FEET SOUTH OF
 NN0779'EAST-WEST FENCE LINE AND 8 FEET NORTH OF THE CENTER OF FIELD
 NN0779'ROAD.  IT IS STAMPED LAMB NO 1 1934 AND PROJECTS 4 INCHES.
 NN0779'
 NN0779'REFERENCE MARK NO 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF
 NN0779'EAST-WEST FENCE LINE AND 6 FEET NORTH OF THE CENTER OF FIELD
 NN0779'ROAD.  IT IS STAMPED LAMB NO 2 1934 AND PROJECTS 5 INCHES.
 NN0779'
 NN0779'BENCH MARK K 36 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 NN0779'1.35 MILES SOUTH OF THE STATION, 40 FEET EAST OF THE CENTER
 NN0779'OF U.S. HIGHWAY 183, 20 FEET WEST OF FENCE CORNER AND 2 FEET
 NN0779'SOUTHEAST OF WITNESS POST.  IT IS STAMPED K 36 1934 AND PROJECTS
 NN0779'6 INCHES.
 NN0779'
 NN0779'TO REACH THE STATION FROM THE RAILROAD STATION IN BASSETT, GO
 NN0779'NORTH ON U.S. HIGHWAY 183 FOR 4.2 MILES TO BENCH MARK K 36 ON
 NN0779'THE RIGHT AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.3 MILE
 NN0779'TO CROSSROAD AND HIGHWAY MAKES A LEFT TURN, CONTINUE STRAIGHT
 NN0779'AHEAD NORTH ON SECTION LINE ROAD FOR 1.05 MILES TO TRACK ROAD
 NN0779'RIGHT, TURN RIGHT AND GO EAST ON SOUTH SIDE OF FENCE LINE FOR
 NN0779'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NN0779'
 NN0779'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER
 NN0779'
 NN0779'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'A 4 FOOT SIGNAL AT STATION CUBA IS VISIBLE AT 50 FEET
 NN0779'
 NN0779'A 4 FOOT SIGNAL AT STATION RIVERVIEW IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'AN 87 FOOT SIGNAL AT STATION SIMPSON 1934 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0349 ***********************************************************************
 LG0349  DESIGNATION -  LAND
 LG0349  PID         -  LG0349
 LG0349  STATE/COUNTY-  NE/GAGE
 LG0349  COUNTRY     -  US
 LG0349  USGS QUAD   -  CORTLAND (2017)
 LG0349
 LG0349                         *CURRENT SURVEY CONTROL
 LG0349  ______________________________________________________________________
 LG0349* NAD 83(1995) POSITION- 40 31 00.72990(N) 096 38 22.35410(W)   ADJUSTED
 LG0349* NAVD 88 ORTHO HEIGHT -   430.794 (meters)     1413.36  (feet) ADJUSTED
 LG0349  ______________________________________________________________________
 LG0349  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 LG0349  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 LG0349  DYNAMIC HEIGHT  -        430.582 (meters)     1412.67  (feet) COMP
 LG0349  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 LG0349
 LG0349  HORZ ORDER      -  SECOND
 LG0349  VERT ORDER      -  SECOND    CLASS 0
 LG0349
 LG0349.The horizontal coordinates were established by classical geodetic methods
 LG0349.and adjusted by the National Geodetic Survey in August 1997.
 LG0349
 LG0349.The orthometric height was determined by differential leveling and
 LG0349.adjusted by the NATIONAL GEODETIC SURVEY
 LG0349.in June 1991.
 LG0349
 LG0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0349.GEOID18 height accuracy estimate available here.
 LG0349
 LG0349.Click photographs - Photos may exist for this station.
 LG0349
 LG0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0349
 LG0349.The dynamic height is computed by dividing the NAVD 88
 LG0349.geopotential number by the normal gravity value computed on the
 LG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0349.degrees latitude (g = 980.6199 gals.).
 LG0349
 LG0349.The modeled gravity was interpolated from observed gravity values.
 LG0349
 LG0349. The following values were computed from the NAD 83(1995) position.
 LG0349
 LG0349;                    North         East     Units Scale Factor Converg.
 LG0349;SPC NE       -    81,426.025   784,660.204   MT  0.99980622   +2 13 37.1
 LG0349;SPC NE       -   267,145.22  2,574,339.35   sFT  0.99980622   +2 13 37.1
 LG0349;UTM  14      - 4,487,804.153   699,969.463   MT  1.00009224   +1 32 02.5
 LG0349
 LG0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0349!SPC NE       -   0.99993659  x   0.99980622  =   0.99974282
 LG0349!UTM  14      -   0.99993659  x   1.00009224  =   1.00002882
 LG0349
 LG0349:                Primary Azimuth Mark                     Grid Az
 LG0349:SPC NE       -  CORT                                     260 23 57.9
 LG0349:UTM  14      -  CORT                                     261 05 32.5
 LG0349
 LG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9996987804(NAD 83)
 LG0349
 LG0349|---------------------------------------------------------------------|
 LG0349| PID    Reference Object                     Distance      Geod. Az  |
 LG0349|                                                           dddmmss.s |
 LG0349| LG0348 LAND AZ MK                                         2172353.6 |
 LG0349| LG0351 LAND RM 1                            54.069 METERS 23434     |
 LG0349| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 5.7 KM 2614921.7 |
 LG0349| LG0346 CORT                                APPROX. 2.3 KM 2623735.0 |
 LG0349| LG0350 LAND RM 2                            22.535 METERS 28238     |
 LG0349|---------------------------------------------------------------------|
 LG0349
 LG0349                          SUPERSEDED SURVEY CONTROL
 LG0349
 LG0349  NAD 83(1986)-  40 31 00.73837(N)    096 38 22.35194(W) AD(       ) 2
 LG0349  NGVD 29 (??/??/92)  430.686  (m)         1413.01   (f) ADJ UNCH    2 0
 LG0349
 LG0349.Superseded values are not recommended for survey control.
 LG0349
 LG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0349.See file dsdata.pdf to determine how the superseded data were derived.
 LG0349
 LG0349_MARKER: DS = TRIANGULATION STATION DISK
 LG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0349_STAMPING: LAND 1961
 LG0349_MARK LOGO: CGS
 LG0349_PROJECTION: FLUSH
 LG0349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0349+STABILITY: SURFACE MOTION
 LG0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0349+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 LG0349
 LG0349  HISTORY     - Date     Condition        Report By
 LG0349  HISTORY     - 1961     MONUMENTED       CGS
 LG0349  HISTORY     - 19920901 GOOD             NGS
 LG0349  HISTORY     - 20200318 MARK NOT FOUND   NEGS
 LG0349
 LG0349                          STATION DESCRIPTION
 LG0349
 LG0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0349'4.2 MI NE FROM CORTLAND.
 LG0349'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0349'AT CORTLAND TO THE MISSILE ROAD, THEN 3.35 MILES EAST ALONG THE
 LG0349'MISSILE ROAD, THEN 0.6 MILE NORTH THROUGH THE GUARD GATE TO THE
 LG0349'EAST SIDE OF THE SILO, 177.3 FEET NORTHEAST OF RM 1, 73.9 FEET
 LG0349'EAST OF RM 2, 73.9 FEET EAST OF A WATER TANK, SET IN THE TOP OF A
 LG0349'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LG0349
 LG0349                          STATION RECOVERY (1992)
 LG0349
 LG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0349'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT IS NOW
 LG0349'RECESSED 14 INCHES BELOW THE GROUND SURFACE.  REFERENCE MARK 2 AND
 LG0349'THE AZIMUTH MARK WERE ALSO RECOVERED.  REFERENCE MARK 2 AND THE
 LG0349'AZIMUTH MARK ARE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 LG0349'DESTROYED.  IT WAS REPLACED WITH REFERENCE MARK 3 AT THIS TIME.  A
 LG0349'NEW DESCRIPTION FOR THE STATION FOLLOWS.  THE STATION IS LOCATED
 LG0349'ABOUT 12.07 KM (7.50 MI) SOUTH FROM HICKMAN, 5.63 KM (3.50 MI)
 LG0349'EAST-NORTHEAST FROM CORTLAND AND 0.8 KM (0.5 MI) SOUTH FROM THE
 LG0349'LANCASTER-GAGE COUNTY LINE, NEAR THE CENTER OF SECTION 4, T6N, R7E
 LG0349'AND AT AN ABANDONED MISSILE SITE ON PROPERTY OWNED BY THE PRAIRIE
 LG0349'ASTRONOMY CLUB, P.O. BOX 80553, LINCOLN, NEBRASKA 68501.  FOR
 LG0349'PERMISSION TO USE THE STATION AND TO OBTAIN A KEY TO A LOCKED GATE,
 LG0349'CONTACT ERIK HUBL, 624 SOUTH 51ST STREET, LINCOLN, NEBRASKA 68510.
 LG0349'TELEPHONE 402 471 8336, WORK OR 402 488 1698, HOME, FROM THE CORTLAND
 LG0349'POST OFFICE, GO EAST ON WEST 4TH STREET FOR 0.16 KM (0.10 MI) TO U.S.
 LG0349'HIGHWAY 77.  TURN LEFT AND GO NORTH ON HIGHWAY 77 FOR 0.32 KM (0.20
 LG0349'MI) TO THE CORTLAND MUNICIPAL WATER TANK ON THE LEFT AND EAST 1ST
 LG0349'STREET ON THE RIGHT.  TURN RIGHT AND GO EAST ON EAST 1ST STREET AND A
 LG0349'PAVED ROAD FOR 4.99 KM (3.10 MI) TO A CROSSROAD AND THE AZIMUTH MARK
 LG0349'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON THE
 LG0349'PAVED ROAD FOR 0.89 KM (0.55 MI) TO AN OLD PAVED ROAD ON THE LEFT.
 LG0349'TURN LEFT, PASSING THROUGH A LOCKED GATE, AND GO NORTH ON THE OLD
 LG0349'ROAD FOR 0.97 KM (0.60 MI) TO A CURVE LEFT AND WEST.  CONTINUE WEST
 LG0349'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT, ABOUT 61 M (200.1
 LG0349'FT) NORTHEAST FROM A OLD MISSLE SILO, IN TOP OF A SQUARE CONCRETE
 LG0349'MONUMENT THAT IS RECESSED 0.36 M (1.18 FT) BELOW THE GROUND SURFACE.
 LG0349'IT IS 54.07 M (177.39 FT) NORTHEAST FROM REFERENCE MARK 3, 22.52 M
 LG0349'(73.88 FT) EAST FROM REFERENCE MARK 2, 16.31 M (53.51 FT) SOUTHEAST
 LG0349'FROM THE SOUTHEAST CORNER OF THE EAST ONE OF 2 VERY LARGE CONCRETE
 LG0349'SLABS, 10.21 M (33.50 FT) NORTH FROM THE CENTERLINE OF THE OLD ROAD,
 LG0349'9.94 M (32.61 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF AN OLD,
 LG0349'CONCRETE ELECTRICAL JUNCTION BOX THAT HAS 4 PIPES PROTRUDING AND 0.61
 LG0349'M (2.00 FT) SOUTH FROM A WITNESS POST.  2 SMALL MAGNETS WERE PLACED
 LG0349'AT THE EAST SIDE OF THE MONUMENT.
 LG0349
 LG0349                          STATION RECOVERY (2020)
 LG0349
 LG0349'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0349'NOT GPSABLE EVEN IF MARK IS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0348 ***********************************************************************
 LG0348  DESIGNATION -  LAND AZ MK
 LG0348  PID         -  LG0348
 LG0348  STATE/COUNTY-  NE/GAGE
 LG0348  COUNTRY     -  US
 LG0348  USGS QUAD   -  CORTLAND (2017)
 LG0348
 LG0348                         *CURRENT SURVEY CONTROL
 LG0348  ______________________________________________________________________
 LG0348* NAD 83(1986) POSITION- 40 30 31.3    (N) 096 38 51.8    (W)   HD_HELD2
 LG0348* NAVD 88 ORTHO HEIGHT -   434.786 (meters)     1426.46  (feet) ADJUSTED
 LG0348  ______________________________________________________________________
 LG0348  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 LG0348  DYNAMIC HEIGHT  -        434.571 (meters)     1425.76  (feet) COMP
 LG0348  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 LG0348
 LG0348  VERT ORDER      -  SECOND    CLASS 0
 LG0348
 LG0348.The horizontal coordinates were established by autonomous hand held GPS
 LG0348.observations and have an estimated accuracy of +/- 10 meters.
 LG0348
 LG0348.The orthometric height was determined by differential leveling and
 LG0348.adjusted by the NATIONAL GEODETIC SURVEY
 LG0348.in June 1991.
 LG0348
 LG0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0348.GEOID18 height accuracy estimate available here.
 LG0348
 LG0348.Click photographs - Photos may exist for this station.
 LG0348
 LG0348.The dynamic height is computed by dividing the NAVD 88
 LG0348.geopotential number by the normal gravity value computed on the
 LG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0348.degrees latitude (g = 980.6199 gals.).
 LG0348
 LG0348.The modeled gravity was interpolated from observed gravity values.
 LG0348
 LG0348;                    North         East    Units  Estimated Accuracy
 LG0348;SPC NE       -    80,492.      784,003.      MT  (+/- 10 meters HH2 GPS)
 LG0348
 LG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9930086878(NAD 83)
 LG0348
 LG0348                          SUPERSEDED SURVEY CONTROL
 LG0348
 LG0348  NGVD 29 (??/??/92)  434.676  (m)         1426.10   (f) ADJ UNCH    2 0
 LG0348
 LG0348.Superseded values are not recommended for survey control.
 LG0348
 LG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0348.See file dsdata.pdf to determine how the superseded data were derived.
 LG0348
 LG0348_MARKER: DZ = AZIMUTH MARK DISK
 LG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0348_STAMPING: LAND 1961
 LG0348_MARK LOGO: CGS
 LG0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0348+STABILITY: SURFACE MOTION
 LG0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0348+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 LG0348
 LG0348  HISTORY     - Date     Condition        Report By
 LG0348  HISTORY     - 1961     MONUMENTED       CGS
 LG0348  HISTORY     - 1985     GOOD             NGS
 LG0348  HISTORY     - 19920901 GOOD             NGS
 LG0348
 LG0348                          STATION DESCRIPTION
 LG0348
 LG0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0348'3.1 MI NE FROM CORTLAND.
 LG0348'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0348'AT CORTLAND, THENCE 2.9 MILES EAST ALONG THE MISSILE ROAD, 120
 LG0348'FEET SOUTHEAST OF THE CENTER OF A CROSSING, 102 FEET EAST OF THE
 LG0348'CENTER OF A GRAVEL ROAD, 51 FEET SOUTH OF THE CENTER OF THE
 LG0348'MISSILE ROAD, 2.6 FEET WEST OF A POWER POLE WITH ONE GUY WIRE,
 LG0348'ABOUT LEVEL WITH THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS
 LG0348'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0348'10 INCHES ABOVE GROUND.
 LG0348
 LG0348                          STATION RECOVERY (1985)
 LG0348
 LG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0348'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE IN
 LG0348'CORTLAND, THENCE 4.99 KM (3.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0348'STREET AND A PAVED ROAD, TO THE MARK ON THE RIGHT, IN THE SOUTHEAST
 LG0348'ANGLE OF THE INTERSECTION WITH A GRAVELED ROAD, 36.6 M (120 FT)
 LG0348'SOUTHEAST FROM THE CENTER OF THE INTERSECTION 31.1 M (102 .0 FT) EAST
 LG0348'FROM THE CENTERLINE OF THE GRAVELED ROAD, 15.5 M (51.0 FT) SOUTH FROM
 LG0348'THE CENTERLINE OF THE PAVED ROAD, 0.79 M (2.6 M (51.0 FT) SOUTH FROM
 LG0348'THE CENTERLINE OF THE PAVED ROAD, 0.79 M (2.6 FT) WEST FROM A
 LG0348'POWERLINE POLE.
 LG0348
 LG0348                          STATION RECOVERY (1992)
 LG0348
 LG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0350 ***********************************************************************
 LG0350  DESIGNATION -  LAND RM 2
 LG0350  PID         -  LG0350
 LG0350  STATE/COUNTY-  NE/GAGE
 LG0350  COUNTRY     -  US
 LG0350  USGS QUAD   -  CORTLAND (2017)
 LG0350
 LG0350                         *CURRENT SURVEY CONTROL
 LG0350  ______________________________________________________________________
 LG0350* NAD 83(1986) POSITION- 40 31 00.89   (N) 096 38 23.29   (W)   HD_HELD1
 LG0350* NAVD 88 ORTHO HEIGHT -   431.779 (meters)     1416.59  (feet) ADJUSTED
 LG0350  ______________________________________________________________________
 LG0350  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 LG0350  DYNAMIC HEIGHT  -        431.567 (meters)     1415.90  (feet) COMP
 LG0350  MODELED GRAVITY -    980,120.4   (mgal)                       NAVD 88
 LG0350
 LG0350  VERT ORDER      -  SECOND    CLASS 0
 LG0350
 LG0350.The horizontal coordinates were determined by differentially corrected
 LG0350.hand held GPS observations or other comparable positioning techniques
 LG0350.and have an estimated accuracy of +/- 3 meters.
 LG0350
 LG0350.The orthometric height was determined by differential leveling and
 LG0350.adjusted by the NATIONAL GEODETIC SURVEY
 LG0350.in June 1991.
 LG0350
 LG0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0350.GEOID18 height accuracy estimate available here.
 LG0350
 LG0350.Click photographs - Photos may exist for this station.
 LG0350
 LG0350.The dynamic height is computed by dividing the NAVD 88
 LG0350.geopotential number by the normal gravity value computed on the
 LG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0350.degrees latitude (g = 980.6199 gals.).
 LG0350
 LG0350.The modeled gravity was interpolated from observed gravity values.
 LG0350
 LG0350;                    North         East    Units  Estimated Accuracy
 LG0350;SPC NE       -    81,430.1     784,638.0     MT  (+/- 3 meters HH1 GPS) 
 LG0350
 LG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9994787808(NAD 83)
 LG0350
 LG0350                          SUPERSEDED SURVEY CONTROL
 LG0350
 LG0350  NGVD 29 (??/??/92)  431.671  (m)         1416.24   (f) ADJ UNCH    2 0
 LG0350
 LG0350.Superseded values are not recommended for survey control.
 LG0350
 LG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0350.See file dsdata.pdf to determine how the superseded data were derived.
 LG0350
 LG0350_MARKER: DR = REFERENCE MARK DISK
 LG0350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0350+WITH SETTING: PAVEMENT
 LG0350_SP_SET: WATER TANK FOUNDATION
 LG0350_STAMPING: LAND NO 2 1961
 LG0350_MARK LOGO: CGS
 LG0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0350+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 LG0350
 LG0350  HISTORY     - Date     Condition        Report By
 LG0350  HISTORY     - 1961     MONUMENTED       CGS
 LG0350  HISTORY     - 19920901 POOR             NGS
 LG0350
 LG0350                          STATION DESCRIPTION
 LG0350
 LG0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0350'4.2 MI NE FROM CORTLAND.
 LG0350'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0350'AT CORTLAND, THENCE 3.55 MILES EAST ALONG A GRAVEL ROAD, THENCE
 LG0350'0.6 MILE NORTH TO THE EAST SIDE OF THE SILO, 120 FEET NORTHEAST
 LG0350'OF R.M. 1, 73.9 FEET WEST OF A TRIANGULATION STATION, SET IN THE
 LG0350'NORTHEAST CORNER OF A WATER TANK FOUNDATION.
 LG0350
 LG0350                          STATION RECOVERY (1992)
 LG0350
 LG0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0350'ABOUT 5.63 KM (3.50 MI) EAST-NORTHEAST FROM CORTLAND, 0.8 KM (0.5 MI)
 LG0350'SOUTH FROM THE LANCASTER-GAGE COUNTY LINE, AT AN ABANDONED MISSILE
 LG0350'SITE, NEAR THE CENTER OF SEC4, T6N, R7E AND ON PROPERTY OWNED BY THE
 LG0350'PRAIRIE ASTRONOMY CLUB, P.O. BOX 80553, LINCOLN, NEBRASKA 68501.
 LG0350'FOR PERMISSION TO USE THE MARK AND TO OBTAIN A KEY TO A LOCKED GATE
 LG0350'CONTACT ERIK HUBL, 624 SOUTH 51ST STREET, LINCOLN, NEBRASKA 68510.
 LG0350'TELEPHONE 402 471 8336 WORK, OR 402 488 1698, HOME.  FROM THE
 LG0350'CORTLAND POST OFFICE, GO EAST ON WEST 4TH STREET FOR 0.16 KM (0.10
 LG0350'MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE HIGHWAY FOR
 LG0350'0.32 KM (0.20 MI) TO EAST 1ST STREET.  TURN RIGHT AND GO EAST ON EAST
 LG0350'1ST STREET AND A PAVED ROAD FOR 5.87 KM (3.65 MI) TO AN OLD ROAD ON
 LG0350'THE LEFT.  TURN LEFT, PASS THROUGH A LOCKED GATE AND GO NORTH ON THE
 LG0350'OLD ROAD FOR 0.97 KM (0.60 MI) TO A CURVE LEFT AND WEST.  CONTINUE
 LG0350'WEST FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT, ABOUT 45.7 M
 LG0350'(149.9 FT) NORTH-NORTHEAST FROM THE CENTER OF AN OLD MISSLE SILO, IN
 LG0350'THE NORTHEAST CORNER OF A 15 BY 15 FOOT CONCRETE FOUNDATION FOR A
 LG0350'WATER TANK, IT IS 139.33 FT (42.47 M) NORTH FROM REFERENCE MARK 3,
 LG0350'22.52 M (73.88 FT) WEST FROM THE STATION MARK AND 10.2 M (33.5 FT)
 LG0350'NORTH FROM THE CENTERLINE OF THE OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1404 ***********************************************************************
 LG1404  DESIGNATION -  LAND RM 3
 LG1404  PID         -  LG1404
 LG1404  STATE/COUNTY-  NE/GAGE
 LG1404  COUNTRY     -  US
 LG1404  USGS QUAD   -  CORTLAND (2017)
 LG1404
 LG1404                         *CURRENT SURVEY CONTROL
 LG1404  ______________________________________________________________________
 LG1404* NAD 83(1986) POSITION- 40 31 00.     (N) 096 38 25.     (W)   SCALED
 LG1404* NAVD 88 ORTHO HEIGHT -   432.08  (meters)     1417.6   (feet) RESET
 LG1404  ______________________________________________________________________
 LG1404  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 LG1404  VERT ORDER      -  THIRD
 LG1404
 LG1404.The horizontal coordinates were scaled from a map and have
 LG1404.an estimated accuracy of +/- 6 seconds.
 LG1404
 LG1404.The orthometric height was computed from unverified reset data.
 LG1404
 LG1404.No vertical observational check was made to the station.
 LG1404
 LG1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1404.GEOID18 height accuracy estimate available here.
 LG1404
 LG1404.Click photographs - Photos may exist for this station.
 LG1404
 LG1404;                    North         East    Units  Estimated Accuracy
 LG1404;SPC NE       -    81,400.      784,600.      MT  (+/- 180 meters Scaled)
 LG1404
 LG1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK999877(NAD 83)
 LG1404
 LG1404                          SUPERSEDED SURVEY CONTROL
 LG1404
 LG1404.No superseded survey control is available for this station.
 LG1404
 LG1404_MARKER: DR = REFERENCE MARK DISK
 LG1404_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1404_SP_SET: MISSLE SILO
 LG1404_STAMPING: LAND 1961 NO 3 1992
 LG1404_MARK LOGO: NGS
 LG1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1404+STABILITY: POSITION/ELEVATION WELL
 LG1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1404+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1404
 LG1404  HISTORY     - Date     Condition        Report By
 LG1404  HISTORY     - 1992     MONUMENTED       NGS
 LG1404
 LG1404                          STATION DESCRIPTION
 LG1404
 LG1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1404'ABOUT 5.63 KM (3.50 MI) EAST-NORTHEAST FROM CORTLAND, 0.8 KM (0.5 MI)
 LG1404'SOUTH FROM THE LANCASTER-GAGE COUNTY LINE, AT AN ABANDONED MISSILE
 LG1404'SITE, NEAR THE CENTER OF SEC4, T6N, R7E AND ON PROPERTY OWNED BY THE
 LG1404'PRAIRIE ASTRONOMY CLUB, P.O. BOX 80553, LINCOLN, NEBRASKA 68501.
 LG1404'FOR PERMISSION TO USE THE MARK AND TO OBTAIN A KEY TO A LOCKED GATE
 LG1404'CONTACT ERIK HUBL, 624 SOUTH 51ST STREET, LINCOLN, NEBRASKA 68508,
 LG1404'TELEPHONE 402 471 8336, WORK OR 402 488 1698, HOME.  FROM THE
 LG1404'CORTLAND POST OFFICE, GO EAST ON WEST 4TH STREET FOR 0.16 KM (0.10
 LG1404'MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE HIGHWAY FOR
 LG1404'0.32 KM (0.20 MI) TO EAST 1ST STREET.  TURN RIGHT AND GO EAST ON EAST
 LG1404'1ST STREET AND A PAVED ROAD FOR 5.87 KM (3.65 MI) TO AN OLD ROAD ON
 LG1404'THE LEFT.  TURN LEFT, PASS THROUGH A LOCKED GATE AND GO NORTH ON THE
 LG1404'OLD ROAD FOR 0.97 KM (0.60 MI) TO A CURVE LEFT AND WEST.  CONTINUE
 LG1404'WEST FOR 0.08 KM (0.05 MI) TO THE MARK IN SOUTHEAST SIDE OF AN OLD
 LG1404'MISSLE SILO, IN THE SOUTHEAST RADIUS OF THE OLD SILO.  IT IS 139.33
 LG1404'FT (42.47 M) SOUTH FROM REFERENCE MARK 2 AND 54.07 M (177.39 FT)
 LG1404'SOUTHWEST FROM THE STATION MARK.  A LEVEL TIE WAS MADE FROM THE
 LG1404'STATION MARK TO THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1078 ***********************************************************************
 LG1078  DESIGNATION -  LANHAM
 LG1078  PID         -  LG1078
 LG1078  STATE/COUNTY-  NE/GAGE
 LG1078  COUNTRY     -  US
 LG1078  USGS QUAD   -  DILLER (2017)
 LG1078
 LG1078                         *CURRENT SURVEY CONTROL
 LG1078  ______________________________________________________________________
 LG1078* NAD 83(1995) POSITION- 40 00 05.67162(N) 096 54 09.69616(W)   ADJUSTED
 LG1078* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 LG1078  ______________________________________________________________________
 LG1078  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 LG1078  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 LG1078  HORZ ORDER      -  SECOND
 LG1078
 LG1078.The horizontal coordinates were established by classical geodetic methods
 LG1078.and adjusted by the National Geodetic Survey in August 1997.
 LG1078
 LG1078.The orthometric height was scaled from a topographic map.
 LG1078
 LG1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1078.GEOID18 height accuracy estimate available here.
 LG1078
 LG1078.Click photographs - Photos may exist for this station.
 LG1078
 LG1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1078
 LG1078. The following values were computed from the NAD 83(1995) position.
 LG1078
 LG1078;                    North         East     Units Scale Factor Converg.
 LG1078;SPC NE       -    23,418.127   764,428.123   MT  0.99999929   +2 03 09.3
 LG1078;SPC NE       -    76,830.97  2,507,961.27   sFT  0.99999929   +2 03 09.3
 LG1078;UTM  14      - 4,430,038.858   679,028.375   MT  0.99999458   +1 20 54.7
 LG1078
 LG1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1078!SPC NE       -   0.99993444  x   0.99999929  =   0.99993373
 LG1078!UTM  14      -   0.99993444  x   0.99999458  =   0.99992902
 LG1078
 LG1078:                Primary Azimuth Mark                     Grid Az
 LG1078:SPC NE       -  LANHAM AZ MK                             062 28 58.6
 LG1078:UTM  14      -  LANHAM AZ MK                             063 11 13.2
 LG1078
 LG1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7902830038(NAD 83)
 LG1078
 LG1078|---------------------------------------------------------------------|
 LG1078| PID    Reference Object                     Distance      Geod. Az  |
 LG1078|                                                           dddmmss.s |
 LG1078| LG1075 ODELL MUNICIPAL TANK                APPROX.10.2 KM 0545245.2 |
 LG1078| LG1069 WYMORE MUNICIPAL TANK               APPROX.24.7 KM 0552615.6 |
 LG1078| CL7272 LANHAM AZ MK                                       0643207.9 |
 LG1078| CL7273 LANHAM RM 1                          16.621 METERS 09029     |
 LG1078| KF1170 LANHAM ST JOHNS EVAN LUTH CH        APPROX. 2.5 KM 0944358.7 |
 LG1078| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX.13.2 KM 0970421.5 |
 LG1078| KF1174 TRINITY LUTHERAN CHURCH SPIRE       APPROX. 7.5 KM 1295250.0 |
 LG1078| CL7274 LANHAM RM 2                          17.390 METERS 18032     |
 LG1078|---------------------------------------------------------------------|
 LG1078
 LG1078                          SUPERSEDED SURVEY CONTROL
 LG1078
 LG1078  NAD 83(1986)-  40 00 05.67726(N)    096 54 09.69367(W) AD(       ) 2
 LG1078  NAD 27      -  40 00 05.66300(N)    096 54 08.59600(W) AD(       ) 2
 LG1078
 LG1078.Superseded values are not recommended for survey control.
 LG1078
 LG1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1078.See file dsdata.pdf to determine how the superseded data were derived.
 LG1078
 LG1078_MARKER: DS = TRIANGULATION STATION DISK
 LG1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1078_STAMPING: LANHAM 1947
 LG1078_MARK LOGO: CGS
 LG1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1078+STABILITY: SURFACE MOTION
 LG1078
 LG1078  HISTORY     - Date     Condition        Report By
 LG1078  HISTORY     - 1947     MONUMENTED       CGS
 LG1078
 LG1078                          STATION DESCRIPTION
 LG1078
 LG1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1078'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ODELL AND 1.5
 LG1078'MILES WEST OF LANHAM, ON LAND OWNED BY MRS. F THOEBER.  IT IS 28
 LG1078'FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 1 FOOT SOUTH
 LG1078'OF AN EAST-WEST FENCE LINE AND 4 FEET WEST OF A 4-INCH SQUARE
 LG1078'WHITE WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED
 LG1078'LANHAM 1947 AND PROJECTS 4 INCHES.
 LG1078'
 LG1078'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF AN
 LG1078'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LG1078'LINE.  IT IS STAMPED LANHAM NO 1 1947 AND PROJECTS 5 INCHES.
 LG1078'
 LG1078'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF AN
 LG1078'EAST-WEST DIRT ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND
 LG1078'AT THE EAST END OF A ROW OF TREES.  IT IS STAMPED LANHAM NO 2 1947
 LG1078'AND PROJECTS 5 INCHES.
 LG1078'
 LG1078'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1078'DIRT ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH
 LG1078'OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A 4-INCH SQUARE WHITE
 LG1078'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED LANHAM 1947
 LG1078'AND PROJECTS 4 INCHES.
 LG1078'
 LG1078'TO REACH THE STATION FROM THE RAILROAD STATION IN LANHAM, GO WEST
 LG1078'FOR 1.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG1078'
 LG1078'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25
 LG1078'MILE TO A T ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO THE MARK ON
 LG1078'THE LEFT AS DESCRIBED.
 LG1078'
 LG1078'A 4 FOOT SIGNAL AT HOLLENBERG IS VISIBLE AT 20 FEET.
 LG1078'
 LG1078'A 74 FOOT SIGNAL AT ROSEMAN IS V.G.
 LG1078'
 LG1078'A 74 FOOT SIGNAL AT ODELL IS V.G.
 LG1078'
 LG1078'A 74 FOOT SIGNAL AT HORSEMAN IS V.G.
 LG1078'
 LG1078'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1232 ***********************************************************************
 LH1232  DESIGNATION -  LARS RESET
 LH1232  PID         -  LH1232
 LH1232  STATE/COUNTY-  NE/KEARNEY
 LH1232  COUNTRY     -  US
 LH1232  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1232
 LH1232                         *CURRENT SURVEY CONTROL
 LH1232  ______________________________________________________________________
 LH1232* NAD 83(1995) POSITION- 40 27 06.16826(N) 098 55 24.24049(W)   ADJUSTED
 LH1232* NAVD 88 ORTHO HEIGHT -   678.1   (meters)     2225.    (feet) VERTCON
 LH1232  ______________________________________________________________________
 LH1232  GEOID HEIGHT    -        -25.224 (meters)                     GEOID18
 LH1232  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 LH1232  HORZ ORDER      -  FIRST
 LH1232
 LH1232.The horizontal coordinates were established by classical geodetic methods
 LH1232.and adjusted by the National Geodetic Survey in August 1997.
 LH1232
 LH1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1232
 LH1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1232.GEOID18 height accuracy estimate available here.
 LH1232
 LH1232.Click photographs - Photos may exist for this station.
 LH1232
 LH1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1232
 LH1232. The following values were computed from the NAD 83(1995) position.
 LH1232
 LH1232;                    North         East     Units Scale Factor Converg.
 LH1232;SPC NE       -    69,227.912   591,308.137   MT  0.99982626   +0 42 48.5
 LH1232;SPC NE       -   227,125.24  1,939,983.45   sFT  0.99982626   +0 42 48.5
 LH1232;UTM  14      - 4,477,897.767   506,495.254   MT  0.99960052   +0 02 58.9
 LH1232
 LH1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1232!SPC NE       -   0.99989760  x   0.99982626  =   0.99972388
 LH1232!UTM  14      -   0.99989760  x   0.99960052  =   0.99949816
 LH1232
 LH1232:                Primary Azimuth Mark                     Grid Az
 LH1232:SPC NE       -  LARS AZ MK                               269 22 39.1
 LH1232:UTM  14      -  LARS AZ MK                               270 02 28.7
 LH1232
 LH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0649577897(NAD 83)
 LH1232
 LH1232|---------------------------------------------------------------------|
 LH1232| PID    Reference Object                     Distance      Geod. Az  |
 LH1232|                                                           dddmmss.s |
 LH1232| CN9816 LARS RM 1                            30.910 METERS 05222     |
 LH1232| CN9818 LARS RM 3                            78.206 METERS 06510     |
 LH1232| LH1229 FREDRICKSBURG EVAN LUTH CH          APPROX. 3.0 KM 1910054.4 |
 LH1232| CN9815 LARS AZ MK                                         2700527.6 |
 LH1232| CN9817 LARS RM 2                            28.392 METERS 31332     |
 LH1232| CN9819 LARS RM 4                            38.033 METERS 32941     |
 LH1232| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 5.7 KM 3375847.1 |
 LH1232|---------------------------------------------------------------------|
 LH1232
 LH1232                          SUPERSEDED SURVEY CONTROL
 LH1232
 LH1232  NAD 83(1986)-  40 27 06.17477(N)    098 55 24.24096(W) AD(       ) 1
 LH1232  NAD 27      -  40 27 06.12200(N)    098 55 22.95300(W) AD(       ) 1
 LH1232  USSD        -  40 27 06.16200(N)    098 55 22.95500(W) AD(       ) 3
 LH1232  NGVD 29 (07/19/86)  677.8    (m)         2224.     (f) VERT ANG       
 LH1232
 LH1232.Superseded values are not recommended for survey control.
 LH1232
 LH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1232.See file dsdata.pdf to determine how the superseded data were derived.
 LH1232
 LH1232_MARKER: V = STONE MONUMENT
 LH1232_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LH1232
 LH1232  HISTORY     - Date     Condition        Report By
 LH1232  HISTORY     - 1898     MONUMENTED       CGS
 LH1232  HISTORY     - 1934     GOOD             NEGS
 LH1232  HISTORY     - 1951     GOOD             CGS
 LH1232  HISTORY     - 1964     GOOD             CGS
 LH1232
 LH1232                          STATION DESCRIPTION
 LH1232
 LH1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1232'THIS STATION IS NEAR THE NORTHEAST CORNER OF THE NW. 1/4 SEC.
 LH1232'32, T. 6 N., R. 14 W., ON LAND OWNED BY LARS CHRISTIANSON, WHO
 LH1232'LIVES IN A SMALL FRAME HOUSE ABOUT 200 YARDS TO THE SOUTHEAST.
 LH1232'MINDEN, THE NEAREST TOWN, IS 3 MILES NORTH AND 2 MILES WEST.
 LH1232'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE- TO THE CENTER
 LH1232'OF THE ROAD TO THE NORTHWARD, 140 FEET, TO THE STONE MARKING THE
 LH1232'NORTH CENTER OF SECTION 32, N 38 DEG 31 MIN E, 177.6 FEET, TO
 LH1232'THE HALF-SECTION LINE TO THE EASTWARD, 116 FEET, TO THE FENCE
 LH1232'TO THE NORTHWARD ON THE SOUTH SIDE OF THE ROAD, 64.3 FEET, TO
 LH1232'THE EAST LINE OF TREES, 68 FEET, TO A COTTONWOOD TREE WITH
 LH1232'TRIANGLE CUT IN THE EAST SIDE, 90 DEG, 10.86 FEET, TO THE
 LH1232'CHIMNEY OF MR. CHRISTIANSONS HOUSE, S 63 DEG 21 MIN E, TO MR.
 LH1232'CHRISTIANSONS WINDMILL, S 60 DEG 26 MIN E, TO THE STANDPIPE AT
 LH1232'MINDEN, N 23 DEG 03 MIN W.  SURFACE MARK IS A HARD
 LH1232'SANDSTONE POST 8 INCHES SQUARE AND 30 INCHES LONG, PLACED
 LH1232'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED
 LH1232'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS
 LH1232'TOP.  UNDERGROUND MARK IS A STONE MILK CROCK BURIED BOTTOM
 LH1232'UPWARD ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH A CROSS
 LH1232'AND A 3/16-INCH DRILL HOLE IN ITS BOTTOM.
 LH1232
 LH1232                          STATION RECOVERY (1934)
 LH1232
 LH1232'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1232'STATION EASILY RECOVERED AND FOUND IN GOOD CONDITION.  NEAR
 LH1232'NORTHEAST CORNER OF NORTHWEST QUARTER OF SEC. 32, T. 6N., R. 14
 LH1232'W., 140 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 116.0 FEET
 LH1232'WEST OF HALF SECTION LINE, 64.3 FEET SOUTH OF FENCE SOUTH OF
 LH1232'ROAD, ON LAND BELONGING TO LARS CHRISTIANSON WHO LIVES IN A
 LH1232'SMALL FRAME HOUSE ABOUT 200 YARDS TO THE SOUTHEAST.  THE
 LH1232'ORIGINAL TIES ARE SUFFICIENT.
 LH1232'
 LH1232'SECOND ORDER ELEVATION WAS OBTAINED FOR THIS STATION IN 1934.
 LH1232
 LH1232                          STATION RECOVERY (1951)
 LH1232
 LH1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1232'THE STATION WAS RECOVERED AND WAS LOWERED 0.465 METERS.  A NEW
 LH1232'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH WERE
 LH1232'ESTABLISHED.
 LH1232'
 LH1232'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1232'
 LH1232'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.0 MILES EAST
 LH1232'OF MINDEN NEAR THE NORTH EDGE OF A CULTIVATED FIELD, 140 FEET
 LH1232'SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 64 FEET
 LH1232'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LARS 1898 1951
 LH1232'AND IS 18 INCHES BELOW THE GROUND SURFACE.
 LH1232'
 LH1232'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 LH1232'77 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT WEST OF A
 LH1232'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LH1232'IS STAMPED LARS NO 1 1951 AND PROJECTS 3 INCHES.
 LH1232'
 LH1232'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 LH1232'77 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH
 LH1232'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LARS NO 2 1951 AND
 LH1232'PROJECTS 3 INCHES.
 LH1232'
 LH1232'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 150 FEET SOUTH OF
 LH1232'THE CENTER OF AN EAST-WEST ROAD, 30 FEET WEST OF THE CENTER OF
 LH1232'A NORTH-SOUTH ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 LH1232'1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED LARS 1951 AND
 LH1232'PROJECTS 3 INCHES.
 LH1232'
 LH1232'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LH1232'SQUARE IN MINDEN, GO WEST ON 4TH STREET FOR 1 BLOCK TO STATE
 LH1232'HIGHWAY 10, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 10 FOR
 LH1232'3.3 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON DIRT ROAD
 LH1232'FOR 1.0 MILE TO A CROSSROAD AND AZIMUTH MARK JUST SOUTH AS
 LH1232'DESCRIBED, CONTINUE EAST ON GRAVELED ROAD FOR 0.5 MILE TO
 LH1232'STATION IN FIELD ON RIGHT AS DESCRIBED.
 LH1232
 LH1232                          STATION RECOVERY (1964)
 LH1232
 LH1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1232'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1232'FOUND IN GOOD CONDITION, EXCEPT THAT THE REFERENCE MARKS WERE
 LH1232'SETTING OUT IN THE MIDDLE OF A CULTIVATED FIELD.  THESE REFERENCE
 LH1232'MARKS WERE MOVED TO THE RIGHT-OF-WAY OF AN EAST-WEST ROAD AT
 LH1232'THE REQUEST OF THE LANDOWNERS, MR. ROBERT AND HARRY BORGAARD.  A
 LH1232'COMPLETE DESCRIPTION FOLLOWS.
 LH1232'
 LH1232'STATION IS LOCATED 4 MILES SOUTH-SOUTHEAST OF THE TOWN OF MINDEN
 LH1232'NEAR THE NORTHEAST CORNER OF THE NW 1/4 OF SEC. 32, T 6 N.,
 LH1232'R. 14 W. ON LAND OWNED AND OCCUPIED BY HARRY BORGAARD, 142 FEET
 LH1232'SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 259 FEET
 LH1232'WEST-SOUTHWEST OF A POWER POLE, AND 127 FEET SOUTHEAST OF ANOTHER
 LH1232'POWER POLE 5B 26.  THE MARK IS 18 INCHES BELOW THE SURFACE OF
 LH1232'THE GROUND AND THE DISK IS STAMPED LARS 1898 1951.
 LH1232'
 LH1232'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 LH1232'MINDEN, GO WEST ON 4TH STREET FOR 1 BLOCK TO STATE HIGHWAY 10.
 LH1232'TURN LEFT AND GO SOUTH ON STATE HILGHWAY 10 FOR 3.30 MILES.  TO
 LH1232'CROSSROADS.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 1.0 MILE
 LH1232'TO ANOTHER CROSSRAD AND THE AZIMUTH MARK JUST SOUTH AS
 LH1232'DESCRIBED.  CONTINUE EAST ON GRAVEL ROAD FOR 0.5 MILE TO
 LH1232'STATION IN THE FIELD ON THE RIGHT.
 LH1232'
 LH1232'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE CENTERLINE OF
 LH1232'EAST-WEST GRAVEL ROAD, 2 FEET WEST OF A POWER POLE, AND 1 FOOT
 LH1232'SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LH1232'AND THE DISK IS STAMPED LARS NO 3 1898.
 LH1232'
 LH1232'REFERENCE MARK NO. 4 IS 34 FEET SOUTH OF THE CENTERLINE OF
 LH1232'EAST-WEST GRAVEL ROAD, 2.5 FEET SOUTHEAST OF A POWER POLE 5B
 LH1232'26, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE
 LH1232'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LARS NO 4 1898.
 LH1232'R.M. NO. 3 TO R.M. NO. 4 IS
 LH1232'295.80 FEET.
 LH1232'
 LH1232'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 150 FEET SOUTH OF
 LH1232'THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 30 FEET WEST OF
 LH1232'THE CENTERLINE OF NORTH-SOUTH ROAD, 2 FEET EAST OF A NORTH-SOUTH
 LH1232'FENCE, AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 LH1232'PROJECTS 6 INCHES AND THE DISK IS STAMPED LARS 1951.
 LH1232'
 LH1232'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5
 LH1232'MILE TO CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1232'
 LH1232'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0403 ***********************************************************************
 MN0403  DESIGNATION -  LAST
 MN0403  PID         -  MN0403
 MN0403  STATE/COUNTY-  NE/GARDEN
 MN0403  COUNTRY     -  US
 MN0403  USGS QUAD   -  CURRY LAKE (2017)
 MN0403
 MN0403                         *CURRENT SURVEY CONTROL
 MN0403  ______________________________________________________________________
 MN0403* NAD 83(1995) POSITION- 41 46 10.38934(N) 102 05 38.46237(W)   ADJUSTED
 MN0403* NAVD 88 ORTHO HEIGHT -  1260.    (meters)     4134.    (feet) SCALED
 MN0403  ______________________________________________________________________
 MN0403  GEOID HEIGHT    -        -19.606 (meters)                     GEOID18
 MN0403  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 MN0403  HORZ ORDER      -  SECOND
 MN0403
 MN0403.The horizontal coordinates were established by classical geodetic methods
 MN0403.and adjusted by the National Geodetic Survey in August 1997.
 MN0403
 MN0403.The orthometric height was scaled from a topographic map.
 MN0403
 MN0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0403.GEOID18 height accuracy estimate available here.
 MN0403
 MN0403.Click photographs - Photos may exist for this station.
 MN0403
 MN0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0403
 MN0403. The following values were computed from the NAD 83(1995) position.
 MN0403
 MN0403;                    North         East     Units Scale Factor Converg.
 MN0403;SPC NE       -   217,077.849   325,959.139   MT  0.99966916   -1 23 15.7
 MN0403;SPC NE       -   712,196.24  1,069,417.61   sFT  0.99966916   -1 23 15.7
 MN0403;UTM  13      - 4,628,272.675   741,544.784   MT  1.00031802   +1 56 12.2
 MN0403
 MN0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0403!SPC NE       -   0.99980556  x   0.99966916  =   0.99947478
 MN0403!UTM  13      -   0.99980556  x   1.00031802  =   1.00012352
 MN0403
 MN0403:                Primary Azimuth Mark                     Grid Az
 MN0403:SPC NE       -  LAST AZ MK                               254 05 04.9
 MN0403:UTM  13      -  LAST AZ MK                               250 45 37.0
 MN0403
 MN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4154428272(NAD 83)
 MN0403
 MN0403|---------------------------------------------------------------------|
 MN0403| PID    Reference Object                     Distance      Geod. Az  |
 MN0403|                                                           dddmmss.s |
 MN0403| CP7576 LAST RM 1                             8.940 METERS 24051     |
 MN0403| CP7575 LAST AZ MK                                         2524149.2 |
 MN0403| MN0411 CRESCENT LAKE NORTH LOT             APPROX.25.8 KM 2664523.3 |
 MN0403| CP7577 LAST RM 2                            12.198 METERS 30636     |
 MN0403|---------------------------------------------------------------------|
 MN0403
 MN0403                          SUPERSEDED SURVEY CONTROL
 MN0403
 MN0403  NAD 83(1986)-  41 46 10.38905(N)    102 05 38.46632(W) AD(       ) 2
 MN0403  NAD 27      -  41 46 10.45100(N)    102 05 36.79600(W) AD(       ) 2
 MN0403
 MN0403.Superseded values are not recommended for survey control.
 MN0403
 MN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0403.See file dsdata.pdf to determine how the superseded data were derived.
 MN0403
 MN0403_MARKER: DS = TRIANGULATION STATION DISK
 MN0403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0403_STAMPING: LAST 1946
 MN0403_MARK LOGO: CGS
 MN0403_PROJECTION: PROJECTING 36 CENTIMETERS
 MN0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0403
 MN0403  HISTORY     - Date     Condition        Report By
 MN0403  HISTORY     - 1946     MONUMENTED       CGS
 MN0403
 MN0403                          STATION DESCRIPTION
 MN0403
 MN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0403'LOCATED ABOUT 17.5 MILES, AIRLINE, SOUTH OF BINGHAM, ABOUT 1
 MN0403'MILE, AIRLINE, NORTH OF THE FRENCH RANCH AND 2 MILES, AIRLINE,
 MN0403'NORTHEAST OF IRA COTTONS RANCH, ON LAND OWNED BY IRA RENFRUE.
 MN0403'IT IS ON THE HIGHEST POINT, AT THE SOUTH END, OF A NORTH-SOUTH
 MN0403'RIDGE.  IT IS A STANDARD DISK, STAMPED LAST 1946, WELDED ON
 MN0403'THE TOP OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.
 MN0403'
 MN0403'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL
 MN0403'AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 MN0403'DISK, STAMPED LAST NO 1 1946, WELDED ON THE TOP OF A 3-INCH
 MN0403'IRON PIPE PROJECTING 14 INCHES.
 MN0403'
 MN0403'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 MN0403'AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 MN0403'DISK, STAMPED LAST NO 2 1946, WELDED ON THE TOP OF A 3-INCH
 MN0403'IRON PIPE PROJECTING 14 INCHES.
 MN0403'
 MN0403'AZIMUTH MARK IS 45 FEET WEST OF AN OLD WINDMILL AND 2 FEET SOUTH
 MN0403'OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 MN0403'LAST 1946, CEMENTED IN THE TOP OF A 4-INCH IRON PIPE PROJECTING
 MN0403'4 FEET.
 MN0403'
 MN0403'TO REACH FROM BINGHAM, GO WEST ON STATE HIGHWAY 2 FOR 0.5
 MN0403'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.75 MILE TO A
 MN0403'FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE LEFT FORK AND
 MN0403'GO 0.65 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.4 MILES TO A
 MN0403'FORK.  TAKE RIGHT FORK AND GO 2.5 MILES TO A SIDE ROAD LEFT.
 MN0403'KEEP STRAIGHT AHEAD AND CONTINUE FOR 3.2 MILE TO A FORK.
 MN0403'TAKE RIGHT FORK AND GO 1.0 MILE TO A CATTLE GUARD AND A SMALL
 MN0403'RANCH ON THE RIGHT.  PASS OVER CATTLE GUARD AND CONTINUE ON
 MN0403'MAIN TRAVELED ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT FORK
 MN0403'AND GO 0.75 MILE TO A FORK AND CATTLE GUARD.  TAKE LEFT
 MN0403'FORK AND GO 2.2 MILES TO A SCHOOLHOUSE ON THE LEFT, KEEP
 MN0403'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.45 MILE TO A
 MN0403'RANCH ON THE LEFT, CONTINUE SOUTHERLY FOR 2.3 MILES TO A
 MN0403'FORK AND CATTLE GUARD.  TAKE LEFT FORK, STRAIGHT AHEAD,
 MN0403'FOR 0.6 MILE TO A REVERSE Y FROM THE RIGHT, CONTINUE FOR
 MN0403'1.45 MILE TO A REVERSE Y FROM THE RIGHT AND A LARGE RED
 MN0403'MAILBOX ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO
 MN0403'A CATTLE GUARD AND FORK.  TAKE LEFT FORK AND GO 1.1 MILE TO A
 MN0403'FORK JUST AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK,
 MN0403'SHARP LEFT, AND GO 1.35 MILE TO A REVERSE Y FROM THE LEFT,
 MN0403'CONTINUE FOR 1.15 MILES TO A REVERSE Y FROM THE LEFT.
 MN0403'CONTINUE FOR 0.5 MILE A CATTLE GUARD AND FORK, TAKE
 MN0403'RIGHT FORK AND GO 0.35 MILES TO A REVERSE Y FROM THE LEFT,
 MN0403'CONTINUE FOR 0.1 MILE TO A CATTLE GUARD AND FORK, TAKE LEFT
 MN0403'FORK, EASTERLY FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK AND
 MN0403'GO 0.3 MILE TO A REVERSE Y FROM THE RIGHT.  CONTINUE FOR
 MN0403'1.15 MILES TO THE IRA COTTON RANCH ON THE LEFT.  PASS BY
 MN0403'RANCH AND GO 0.25 MILE TO A FORK, TAKE LEFT FORK,
 MN0403'NORTHERLY FOR 0.3 MILE TO A WIRE GATE.  (AZIMUTH MARK IS
 MN0403'0.2 MILES NORTH OF WIRE GATE AT OLD WINDMILL) PASS THROUGH
 MN0403'GATE AND GO NORTHEAST FOR 0.45 MILE TO A FENCE CORNER.  TAKE
 MN0403'DOWN FENCE AND GO EASTERLY FOR 0.75 MILE TO THE HIGHEST
 MN0403'POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0471 ***********************************************************************
 LJ0471  DESIGNATION -  LATIMER
 LJ0471  PID         -  LJ0471
 LJ0471  STATE/COUNTY-  NE/LINCOLN
 LJ0471  COUNTRY     -  US
 LJ0471  USGS QUAD   -  WELLFLEET (2017)
 LJ0471
 LJ0471                         *CURRENT SURVEY CONTROL
 LJ0471  ______________________________________________________________________
 LJ0471* NAD 83(1995) POSITION- 40 47 52.97875(N) 100 41 32.57493(W)   ADJUSTED
 LJ0471* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 LJ0471  ______________________________________________________________________
 LJ0471  GEOID HEIGHT    -        -22.815 (meters)                     GEOID18
 LJ0471  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 LJ0471  HORZ ORDER      -  SECOND
 LJ0471
 LJ0471.The horizontal coordinates were established by classical geodetic methods
 LJ0471.and adjusted by the National Geodetic Survey in August 1997.
 LJ0471
 LJ0471.The orthometric height was scaled from a topographic map.
 LJ0471
 LJ0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0471.GEOID18 height accuracy estimate available here.
 LJ0471
 LJ0471.Click photographs - Photos may exist for this station.
 LJ0471
 LJ0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0471
 LJ0471. The following values were computed from the NAD 83(1995) position.
 LJ0471
 LJ0471;                    North         East     Units Scale Factor Converg.
 LJ0471;SPC NE       -   107,344.233   441,585.026   MT  0.99973432   -0 27 31.8
 LJ0471;SPC NE       -   352,178.54  1,448,766.87   sFT  0.99973432   -0 27 31.8
 LJ0471;UTM  14      - 4,517,716.966   357,231.467   MT  0.99985088   -1 06 21.5
 LJ0471
 LJ0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0471!SPC NE       -   0.99986017  x   0.99973432  =   0.99959452
 LJ0471!UTM  14      -   0.99986017  x   0.99985088  =   0.99971107
 LJ0471
 LJ0471:                Primary Azimuth Mark                     Grid Az
 LJ0471:SPC NE       -  LATIMER AZ MK                            060 21 49.4
 LJ0471:UTM  14      -  LATIMER AZ MK                            061 00 39.1
 LJ0471
 LJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5723117716(NAD 83)
 LJ0471
 LJ0471|---------------------------------------------------------------------|
 LJ0471| PID    Reference Object                     Distance      Geod. Az  |
 LJ0471|                                                           dddmmss.s |
 LJ0471| CN9823 LATIMER AZ MK                                      0595417.6 |
 LJ0471| CN9825 LATIMER RM 2                          9.967 METERS 10309     |
 LJ0471| CN9824 LATIMER RM 1                         10.299 METERS 35727     |
 LJ0471|---------------------------------------------------------------------|
 LJ0471
 LJ0471                          SUPERSEDED SURVEY CONTROL
 LJ0471
 LJ0471  NAD 83(1986)-  40 47 52.98335(N)    100 41 32.58253(W) AD(       ) 2
 LJ0471  NAD 27      -  40 47 52.96041(N)    100 41 31.05714(W) AD(       ) 2
 LJ0471
 LJ0471.Superseded values are not recommended for survey control.
 LJ0471
 LJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0471.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0471
 LJ0471_MARKER: DS = TRIANGULATION STATION DISK
 LJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0471_STAMPING: LATIMER 1951
 LJ0471_MARK LOGO: CGS
 LJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0471+STABILITY: SURFACE MOTION
 LJ0471
 LJ0471  HISTORY     - Date     Condition        Report By
 LJ0471  HISTORY     - 1951     MONUMENTED       CGS
 LJ0471
 LJ0471                          STATION DESCRIPTION
 LJ0471
 LJ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0471'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF WALLFLEET
 LJ0471'AND AT THE SUMMIT OF THE HIGHEST HILL IN A HAY MEADOW.  IT IS
 LJ0471'4.0 FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 LJ0471'STAMPED LATIMER 1951.
 LJ0471'
 LJ0471'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 LJ0471'IT PROJECTS 3 INCHES AND IS STAMPED LATIMER NO 1 1951.
 LJ0471'
 LJ0471'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.
 LJ0471'IT PROJECTS 3 INCHES AND IS STAMPED LATIMER NO 2 1951.
 LJ0471'
 LJ0471'THE DISTANCE BETWEEN REFERENCE MARKS IS 53.0 FEET.
 LJ0471'
 LJ0471'THE AZIMUTH MARK IS 45.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0471'TRACK ROAD, 35.0 FEET SOUTH OF A FENCE CORNER, 10.0 FEET NORTH
 LJ0471'OF THE CENTER OF A WIRE GATE, 1.5 FEET SOUTH OF A WITNESS POST
 LJ0471'AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES AND IS
 LJ0471'STAMPED LATIMER 1951.
 LJ0471'
 LJ0471'TO REACH THE STATION FROM THE POST OFFICE IN WALLFLEET, GO NORTH
 LJ0471'ON A GRAVELED ROAD FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY
 LJ0471'23.  TURN RIGHT AND GO EAST-NORTHEAST ON STATE HIGHWAY 23 FOR 4.0
 LJ0471'MILES TO THE JUNCTION OF U.S. HIGHWAY 83.  TURN LEFT AND GO
 LJ0471'NORTH, THEN WEST, ON U.S. HIGHWAY 83 FOR 2.9 MILES TO WHERE
 LJ0471'U.S. HIGHWAY 83 CURVES NORTH AND A FARM LANE LEADING WEST.  GO
 LJ0471'WEST AND NORTH ON THE FARM LANE THROUGH THE FARM YARD FOR 0.1
 LJ0471'MILE TO A GATE JUST NORTHEAST OF A BARN.  GO THROUGH THE GATE
 LJ0471'AND GO NORTHWESTERLY ON A TRACK ROAD WHICH FOLLOWS THE NORTH
 LJ0471'SIDE OF A FENCE FOR 0.3 MILE TO A Y FORK.  TAKE THE LEFT
 LJ0471'FORK AND GO WEST ACROSS A CULTIVATED FIELD FOR 0.15 MILE TO A
 LJ0471'NORTH-SOUTH FENCE LINE.  TURN LEFT, SOUTH, ALONG THE EAST SIDE
 LJ0471'OF THE FENCE FOR 0.15 MILE TO A WIRE GATE ON THE RIGHT AND A
 LJ0471'TRACK ROAD LEADING WEST ALONG THE NORTH SIDE OF AN
 LJ0471'EAST-WEST FENCE LINE.  (THE AZIMUTH MARK IS LOCATED JUST
 LJ0471'SOUTH OF THIS POINT AS DESCRIBED.) TURN RIGHT, WEST,
 LJ0471'ON TRACK ROAD FOR 0.1 MILE TO A GATE ON THE LEFT LEADING INTO
 LJ0471'A HAY MEADOW.  TURN LEFT THROUGH THE GATE AND GO SOUTHWEST
 LJ0471'ACROSS THE HAY MEADOW FOR 0.2 MILE TO THE SUMMIT OF THE
 LJ0471'HIGHEST HILL IN THE VICINITY AND THE STATION AS
 LJ0471'DESCRIBED.
 LJ0471'
 LJ0471'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1758 ***********************************************************************
 NM1758  DESIGNATION -  LAUREL STANDPIPE
 NM1758  PID         -  NM1758
 NM1758  STATE/COUNTY-  NE/CEDAR
 NM1758  COUNTRY     -  US
 NM1758  USGS QUAD   -  LAUREL (2017)
 NM1758
 NM1758                         *CURRENT SURVEY CONTROL
 NM1758  ______________________________________________________________________
 NM1758* NAD 83(1995) POSITION- 42 25 30.31378(N) 097 05 21.01928(W)   ADJUSTED
 NM1758  ______________________________________________________________________
 NM1758  GEOID HEIGHT    -        -25.129 (meters)                     GEOID18
 NM1758  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 NM1758  HORZ ORDER      -  THIRD
 NM1758
 NM1758.The horizontal coordinates were established by classical geodetic methods
 NM1758.and adjusted by the National Geodetic Survey in August 1997.
 NM1758
 NM1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1758.GEOID18 height accuracy estimate available here.
 NM1758
 NM1758.Click photographs - Photos may exist for this station.
 NM1758
 NM1758.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1758
 NM1758. The following values were computed from the NAD 83(1995) position.
 NM1758
 NM1758;                    North         East     Units Scale Factor Converg.
 NM1758;SPC NE       -   291,794.463   739,456.420   MT  0.99978739   +1 55 44.4
 NM1758;SPC NE       -   957,329.00  2,426,033.27   sFT  0.99978739   +1 55 44.4
 NM1758;UTM  14      - 4,698,743.628   657,195.297   MT  0.99990403   +1 17 21.7
 NM1758
 NM1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5719598743(NAD 83)
 NM1758
 NM1758                          SUPERSEDED SURVEY CONTROL
 NM1758
 NM1758  NAD 83(1986)-  42 25 30.32033(N)    097 05 21.01409(W) AD(       ) 3
 NM1758  NAD 27      -  42 25 30.31700(N)    097 05 19.83800(W) AD(       ) 3
 NM1758
 NM1758.Superseded values are not recommended for survey control.
 NM1758
 NM1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1758.See file dsdata.pdf to determine how the superseded data were derived.
 NM1758
 NM1758_MARKER: 52 = STANDPIPE TANK
 NM1758
 NM1758  HISTORY     - Date     Condition        Report By
 NM1758  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1758  HISTORY     - 1940     GOOD             CGS
 NM1758
 NM1758                          STATION DESCRIPTION
 NM1758
 NM1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1758'POINT OBSERVED UPON WAS THE CENTER OF THE 100-FOOT BLACK,
 NM1758'STEEL MUNICIPAL STANDPIPE LOCATED ON THE SOUTH SIDE OF LAUREL.
 NM1758'
 NM1758'OBSERVED UPON FROM STATIONS THUN AND GUINN.
 NM1758
 NM1758                          STATION RECOVERY (1940)
 NM1758
 NM1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1758'STATION IS LOCATED ON A HILL IN THE SOUTHEAST EDGE OF THE
 NM1758'TOWN OF LAUREL, AND ONE BLOCK NORTH OF STATE HIGHWAY 15.
 NM1758'
 NM1758'THE FIRST, OR BASE SECTION IS PAINTED BLACK AND THE REST IS
 NM1758'ALUMINUM.  THE PIPE IS 65 FEET HIGH WITH AN ORNAMENTAL GUARD
 NM1758'RAILING AROUND THE TOP.  THE WORD LAUREL IS PRINTED VERTICALLY
 NM1758'ON ITS EAST SIDE IN LARGE BLACK LETTERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0381 ***********************************************************************
 NO0381  DESIGNATION -  LAWRENCE
 NO0381  PID         -  NO0381
 NO0381  STATE/COUNTY-  NE/KEYA PAHA
 NO0381  COUNTRY     -  US
 NO0381  USGS QUAD   -  NORDEN NW (2017)
 NO0381
 NO0381                         *CURRENT SURVEY CONTROL
 NO0381  ______________________________________________________________________
 NO0381* NAD 83(1995) POSITION- 42 59 28.43575(N) 100 09 46.08026(W)   ADJUSTED
 NO0381* NAVD 88 ORTHO HEIGHT -   786.    (meters)     2579.    (feet) SCALED
 NO0381  ______________________________________________________________________
 NO0381  GEOID HEIGHT    -        -23.207 (meters)                     GEOID18
 NO0381  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 NO0381  HORZ ORDER      -  FIRST
 NO0381
 NO0381.The horizontal coordinates were established by classical geodetic methods
 NO0381.and adjusted by the National Geodetic Survey in August 1997.
 NO0381
 NO0381.The orthometric height was scaled from a topographic map.
 NO0381
 NO0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0381.GEOID18 height accuracy estimate available here.
 NO0381
 NO0381.Click photographs - Photos may exist for this station.
 NO0381
 NO0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0381
 NO0381. The following values were computed from the NAD 83(1995) position.
 NO0381
 NO0381;                    North         East     Units Scale Factor Converg.
 NO0381;SPC NE       -   350,659.699   486,723.298   MT  0.99999599   -0 06 28.4
 NO0381;SPC NE       - 1,150,456.03  1,596,858.02   sFT  0.99999599   -0 06 28.4
 NO0381;SPC SD S     -    73,101.405   613,906.946   MT  0.99996636   +0 07 03.5
 NO0381;SPC SD S     -   239,833.53  2,014,126.37   sFT  0.99996636   +0 07 03.5
 NO0381;UTM  14      - 4,760,497.086   405,208.140   MT  0.99971054   -0 47 34.6
 NO0381
 NO0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0381!SPC NE       -   0.99988034  x   0.99999599  =   0.99987633
 NO0381!SPC SD S     -   0.99988034  x   0.99996636  =   0.99984670
 NO0381!UTM  14      -   0.99988034  x   0.99971054  =   0.99959091
 NO0381
 NO0381:                Primary Azimuth Mark                     Grid Az
 NO0381:SPC NE       -  LAWRENCE AZ MK                           158 12 20.6
 NO0381:SPC SD S     -  LAWRENCE AZ MK                           157 58 48.7
 NO0381:UTM  14      -  LAWRENCE AZ MK                           158 53 26.8
 NO0381
 NO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0520860497(NAD 83)
 NO0381
 NO0381|---------------------------------------------------------------------|
 NO0381| PID    Reference Object                     Distance      Geod. Az  |
 NO0381|                                                           dddmmss.s |
 NO0381| CO3924 LAWRENCE RM 1                         1.064 METERS 10641     |
 NO0381| CO3923 LAWRENCE AZ MK                                     1580552.2 |
 NO0381| CO3925 LAWRENCE RM 2                         0.956 METERS 19117     |
 NO0381|---------------------------------------------------------------------|
 NO0381
 NO0381                          SUPERSEDED SURVEY CONTROL
 NO0381
 NO0381  NAD 83(1986)-  42 59 28.43993(N)    100 09 46.09311(W) AD(       ) 1
 NO0381  NAD 27      -  42 59 28.41500(N)    100 09 44.64800(W) AD(       ) 1
 NO0381
 NO0381.Superseded values are not recommended for survey control.
 NO0381
 NO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0381.See file dsdata.pdf to determine how the superseded data were derived.
 NO0381
 NO0381_MARKER: DS = TRIANGULATION STATION DISK
 NO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0381_STAMPING: LAWRENCE 1936
 NO0381_MARK LOGO: CGS
 NO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0381+STABILITY: SURFACE MOTION
 NO0381
 NO0381  HISTORY     - Date     Condition        Report By
 NO0381  HISTORY     - 1936     MONUMENTED       CGS
 NO0381
 NO0381                          STATION DESCRIPTION
 NO0381
 NO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0381'ABOUT 28.6 MILES BY ROAD AND 21 MILES AIRLINE EAST-NORTHEAST OF
 NO0381'VALENTINE, NEBR., 0.5 MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA
 NO0381'STATE LINE, NEAR THE CENTER OF THE EAST HALF OF SECTION 20,
 NO0381'ON THE HIGHEST KNOLL OF PASTURE LAND OWNED BY A.C. LAWRENCE,
 NO0381'0.6 MILE NORTHEAST OF THE LAWRENCE HOUSE.  THE MARK PROJECTS
 NO0381'3 INCHES.
 NO0381'
 NO0381'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION.  THE
 NO0381'MARK PROJECTS 4 INCHES.
 NO0381'
 NO0381'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION.  THE MARK
 NO0381'PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 NO0381'IS 44.68 FEET.
 NO0381'
 NO0381'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION IN FENCE LINE
 NO0381'NEAR THE SOUTHEAST CORNER OF PASTURE FIELD IN WHICH STATION
 NO0381'IS LOCATED, 18 FEET NORTH OF CENTERLINE OF ROAD, 118 FEET WEST
 NO0381'OF FENCE CORNER AT SOUTHEAST CORNER OF PASTURE FIELD.  THE
 NO0381'MARK PROJECTS 3 INCHES.
 NO0381'
 NO0381'TO REACH THE STATION FROM THE COURTHOUSE IN VALENTINE, GO NORTH
 NO0381'AND EAST ON STATE HIGHWAY 7 FOR 19.8 MILES TO VILLAGE OF SPARKS,
 NO0381'CONTINUE EAST ON STATE 7 FOR 0.9 MILE TO POINT WHERE HIGHWAY
 NO0381'7 TURNS SOUTH AT CROSSROADS, CONTINUE EAST ON DIRT ROAD FOR
 NO0381'1.0 MILE TO CURVE NORTH, THENCE NORTH 1.0 MILE TO CURVE EAST,
 NO0381'THENCE EAST 3.0 MILES TO CROSSROADS.  TURN NORTH AND GO 2
 NO0381'MILES TO T-INTERSECTION, THENCE WEST 0.4 MILE TO JOG IN FENCE
 NO0381'LINE ON NORTH 0.1 MILE EAST OF THE LAWRENCE HOUSE, TURN EAST
 NO0381'THROUGH GATE, AND BEAR NORTHEAST FOR 0.5 MILE TO HIGHEST
 NO0381'KNOLL IN PASTURE FIELD AND STATION.
 NO0381'
 NO0381'SIGNALS SHOWN FROM THE GROUND AT BARNETT, HANSEN, AND MOORE ARE
 NO0381'VISIBLE FROM THE GROUND AT THIS STATION.
 NO0381'
 NO0381'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0381'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1185 ***********************************************************************
 LH1185  DESIGNATION -  LAWRENCE MUNICIPAL TANK
 LH1185  PID         -  LH1185
 LH1185  STATE/COUNTY-  NE/NUCKOLLS
 LH1185  COUNTRY     -  US
 LH1185  USGS QUAD   -  LAWRENCE (2017)
 LH1185
 LH1185                         *CURRENT SURVEY CONTROL
 LH1185  ______________________________________________________________________
 LH1185* NAD 83(1995) POSITION- 40 17 24.65760(N) 098 15 37.45710(W)   ADJUSTED
 LH1185  ______________________________________________________________________
 LH1185  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 LH1185  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LH1185  HORZ ORDER      -  THIRD
 LH1185
 LH1185.The horizontal coordinates were established by classical geodetic methods
 LH1185.and adjusted by the National Geodetic Survey in August 1997.
 LH1185
 LH1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1185.GEOID18 height accuracy estimate available here.
 LH1185
 LH1185.Click photographs - Photos may exist for this station.
 LH1185
 LH1185.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1185
 LH1185. The following values were computed from the NAD 83(1995) position.
 LH1185
 LH1185;                    North         East     Units Scale Factor Converg.
 LH1185;SPC NE       -    52,213.277   647,892.501   MT  0.99988141   +1 09 10.2
 LH1185;SPC NE       -   171,303.06  2,125,627.31   sFT  0.99988141   +1 09 10.2
 LH1185;UTM  14      - 4,460,227.846   562,863.870   MT  0.99964865   +0 28 41.8
 LH1185
 LH1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6286360227(NAD 83)
 LH1185
 LH1185                          SUPERSEDED SURVEY CONTROL
 LH1185
 LH1185  NAD 83(1986)-  40 17 24.66364(N)    098 15 37.45572(W) AD(       ) 3
 LH1185  NAD 27      -  40 17 24.62100(N)    098 15 36.28900(W) AD(       ) 3
 LH1185
 LH1185.Superseded values are not recommended for survey control.
 LH1185
 LH1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1185.See file dsdata.pdf to determine how the superseded data were derived.
 LH1185
 LH1185_MARKER: 53 = ELEVATED TANK
 LH1185
 LH1185  HISTORY     - Date     Condition        Report By
 LH1185  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1185  HISTORY     - 1951     GOOD             CGS
 LH1185  HISTORY     - 1963     GOOD             CGS
 LH1185
 LH1185                          STATION DESCRIPTION
 LH1185
 LH1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1185'IT IS LOCATED AT THE SOUTH EDGE OF THE BUSINESS DISTRICT, TWO
 LH1185'BLOCKS SOUTH OF STATE HIGHWAY NO. 4, 100 FEET WEST OF THE CENTER
 LH1185'OF A NORTH-SOUTH GRAVELED ROAD, AND 50 FEET NORTH OF THE CENTER
 LH1185'OF AN EAST-WEST GRAVELED ROAD.  TANK PROPER IS SUPPORTED BY A
 LH1185'FOUR LEGGED STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL SHAPED
 LH1185'ROOF WITH A BALL AT ITS APEX.  THE OVERALL HEIGHT IS
 LH1185'APPROXIMATELY 140 FEET.  THE BALL AT THE APEX OF THE ROOF WAS THE
 LH1185'POINT OBSERVED UPON.
 LH1185
 LH1185                          STATION RECOVERY (1951)
 LH1185
 LH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1185'THE STATION IS LOCATED AT THE SOUTH END OF THE BUSINESS DISTRICT
 LH1185'IN LAWRENCE, 150 FEET WEST OF A NORTH-SOUTH STREET AND 75 FEET
 LH1185'NORTH OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL
 LH1185'STRUCTURE SUPPORTING A TANK AND HAS AN OVERALL HEIGHT OF 150 FEET.
 LH1185'
 LH1185'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 LH1185
 LH1185                          STATION RECOVERY (1963)
 LH1185
 LH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1185'THE WATER TANK WAS OBSERVED, AND WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1186 ***********************************************************************
 LH1186  DESIGNATION -  LAWRENCE SACRED HEART CATCH CH
 LH1186  PID         -  LH1186
 LH1186  STATE/COUNTY-  NE/NUCKOLLS
 LH1186  COUNTRY     -  US
 LH1186  USGS QUAD   -  LAWRENCE (2017)
 LH1186
 LH1186                         *CURRENT SURVEY CONTROL
 LH1186  ______________________________________________________________________
 LH1186* NAD 83(1995) POSITION- 40 17 32.17120(N) 098 15 31.78775(W)   ADJUSTED
 LH1186  ______________________________________________________________________
 LH1186  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 LH1186  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 LH1186  HORZ ORDER      -  THIRD
 LH1186
 LH1186.The horizontal coordinates were established by classical geodetic methods
 LH1186.and adjusted by the National Geodetic Survey in August 1997.
 LH1186
 LH1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1186.GEOID18 height accuracy estimate available here.
 LH1186
 LH1186.Click photographs - Photos may exist for this station.
 LH1186
 LH1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1186
 LH1186. The following values were computed from the NAD 83(1995) position.
 LH1186
 LH1186;                    North         East     Units Scale Factor Converg.
 LH1186;SPC NE       -    52,447.651   648,021.700   MT  0.99988065   +1 09 13.9
 LH1186;SPC NE       -   172,072.00  2,126,051.19   sFT  0.99988065   +1 09 13.9
 LH1186;UTM  14      - 4,460,460.628   562,995.789   MT  0.99964885   +0 28 45.6
 LH1186
 LH1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6299560460(NAD 83)
 LH1186
 LH1186                          SUPERSEDED SURVEY CONTROL
 LH1186
 LH1186  NAD 83(1986)-  40 17 32.17736(N)    098 15 31.78772(W) AD(       ) 3
 LH1186  NAD 27      -  40 17 32.14000(N)    098 15 30.59000(W) AD(       ) 3
 LH1186
 LH1186.Superseded values are not recommended for survey control.
 LH1186
 LH1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1186.See file dsdata.pdf to determine how the superseded data were derived.
 LH1186
 LH1186_MARKER: 90 = CHURCH SPIRE
 LH1186
 LH1186  HISTORY     - Date     Condition        Report By
 LH1186  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1186
 LH1186                          STATION DESCRIPTION
 LH1186
 LH1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1186'THE STATION IS LOCATED 1 BLOCK EAST OF THE NORTH END OF THE
 LH1186'BUSINESS DISTRICT IN LAWRENCE, 50 FEET NORTH OF AN EAST-WEST
 LH1186'STREET.  IT IS A LARGE BRICK BUILDING WITH TWO IDENTICAL SPIRES
 LH1186'ON THE SOUTH END AND HAS AN OVERALL HEIGHT OF 125 FEET.
 LH1186'
 LH1186'THE POINT OBSERVED WAS THE EAST ONE OF TWO SPIRES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0510 ***********************************************************************
 LJ0510  DESIGNATION -  LAWYER
 LJ0510  PID         -  LJ0510
 LJ0510  STATE/COUNTY-  NE/PERKINS
 LJ0510  COUNTRY     -  US
 LJ0510  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0510
 LJ0510                         *CURRENT SURVEY CONTROL
 LJ0510  ______________________________________________________________________
 LJ0510* NAD 83(1995) POSITION- 40 58 28.33371(N) 101 42 28.95631(W)   ADJUSTED
 LJ0510* NAVD 88 ORTHO HEIGHT -  1033.    (meters)     3389.    (feet) SCALED
 LJ0510  ______________________________________________________________________
 LJ0510  GEOID HEIGHT    -        -21.237 (meters)                     GEOID18
 LJ0510  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 LJ0510  HORZ ORDER      -  FIRST
 LJ0510
 LJ0510.The horizontal coordinates were established by classical geodetic methods
 LJ0510.and adjusted by the National Geodetic Survey in August 1997.
 LJ0510
 LJ0510.The orthometric height was scaled from a topographic map.
 LJ0510
 LJ0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0510.GEOID18 height accuracy estimate available here.
 LJ0510
 LJ0510.Click photographs - Photos may exist for this station.
 LJ0510
 LJ0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0510
 LJ0510. The following values were computed from the NAD 83(1995) position.
 LJ0510
 LJ0510;                    North         East     Units Scale Factor Converg.
 LJ0510;SPC NE       -   128,123.606   356,290.450   MT  0.99970130   -1 07 54.9
 LJ0510;SPC NE       -   420,352.20  1,168,929.58   sFT  0.99970130   -1 07 54.9
 LJ0510;UTM  14      - 4,539,462.668   272,149.735   MT  1.00023902   -1 46 35.4
 LJ0510
 LJ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0510!SPC NE       -   0.99984125  x   0.99970130  =   0.99954260
 LJ0510!UTM  14      -   0.99984125  x   1.00023902  =   1.00008023
 LJ0510
 LJ0510:                Primary Azimuth Mark                     Grid Az
 LJ0510:SPC NE       -  LAWYER AZ MK                             091 19 43.4
 LJ0510:UTM  14      -  LAWYER AZ MK                             091 58 23.9
 LJ0510
 LJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7214939462(NAD 83)
 LJ0510
 LJ0510|---------------------------------------------------------------------|
 LJ0510| PID    Reference Object                     Distance      Geod. Az  |
 LJ0510|                                                           dddmmss.s |
 LJ0510| CP7581 LAWYER RM 3                          15.630 METERS 08055     |
 LJ0510| CP7578 LAWYER AZ MK                                       0901148.5 |
 LJ0510| CP7579 LAWYER RM 1                          27.650 METERS 12807     |
 LJ0510| LJ0508 GRANT SCHOOL BELFRY                 APPROX.14.6 KM 1840408.7 |
 LJ0510| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX.15.0 KM 1841600.6 |
 LJ0510| LJ0507 GRANT KELLOGG ELEV N GABLE          APPROX.15.1 KM 1851342.3 |
 LJ0510| LJ0504 GRANT CO EXCH GRAIN ELEV N GAB      APPROX.15.1 KM 1853829.7 |
 LJ0510| LJ0506 GRANT CATHOLIC CHURCH CROSS         APPROX.14.3 KM 1864304.8 |
 LJ0510| LJ0509 TRINITY LUTH CH STEEPLE             APPROX. 3.7 KM 2435031.9 |
 LJ0510| CP7580 LAWYER RM 2                          64.910 METERS 25544     |
 LJ0510|---------------------------------------------------------------------|
 LJ0510
 LJ0510                          SUPERSEDED SURVEY CONTROL
 LJ0510
 LJ0510  NAD 83(1986)-  40 58 28.33477(N)    101 42 28.95820(W) AD(       ) 1
 LJ0510  NAD 27      -  40 58 28.35000(N)    101 42 27.33900(W) AD(       ) 1
 LJ0510
 LJ0510.Superseded values are not recommended for survey control.
 LJ0510
 LJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0510.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0510
 LJ0510_MARKER: DS = TRIANGULATION STATION DISK
 LJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0510_STAMPING: LAWYER 1933
 LJ0510_MARK LOGO: CGS
 LJ0510_PROJECTION: FLUSH
 LJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0510+STABILITY: SURFACE MOTION
 LJ0510
 LJ0510  HISTORY     - Date     Condition        Report By
 LJ0510  HISTORY     - 1933     MONUMENTED       CGS
 LJ0510  HISTORY     - 1963     GOOD             CGS
 LJ0510
 LJ0510                          STATION DESCRIPTION
 LJ0510
 LJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0510'STATION IS ABOUT 11 MILES S OF OGALLALA AND 9 MILES N OF GRANT,
 LJ0510'NEAR SW CORNER OF SEC. 30, T 12 N, R 38 W, IN RIGHT-OF-WAY
 LJ0510'OF UNGRADED ROAD.  MARK IS 5 FEET S OF E AND W FENCE AND
 LJ0510'25 FEET N OF CENTER OF ROADWAY ALLOWANCE BETWEEN SECTIONS
 LJ0510'30 AND 31.
 LJ0510'
 LJ0510'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0510'BRONZE DISKS SET IN CONCRETE.
 LJ0510'
 LJ0510'REFERENCE MARK NO. 1 IS SE OF STATION IN S RIGHT-OF-WAY FENCE.
 LJ0510'
 LJ0510'REFERENCE MARK NO. 2 IS SW BY W OF STATION IN S RIGHT-OF-WAY
 LJ0510'FENCE AND 150 FEET E OF INTERSECTION OF SECTION LINE ROADS.
 LJ0510'
 LJ0510'AZIMUTH MARK IS E OF STATION IN N RIGHT-OF-WAY FENCE AND
 LJ0510'10 FEET E OF MID SECTION LINE FENCE OF SECTION 30.
 LJ0510'
 LJ0510'AZIMUTH MARK IS NOT VISIBLE FROM GROUND.
 LJ0510'
 LJ0510'REACHED FROM OGALLALA BY STATE HIGHWAY 61, S 10.1 MILES TO
 LJ0510'UNGRADED ROAD TURNING E ON SECTION LINE, 1 MILE S OF KEITH-PERKINS
 LJ0510'COUNTY LINE.  TURN E ON THE ROAD 1.1 MILES TO STATION.
 LJ0510'
 LJ0510'FROM GRANT, FOLLOW STATE HIGHWAY 61, N 8.0 MILES, THENCE E ON
 LJ0510'GRADED DIRT ROAD 1.0 MILE, THENCE N 1.0 MILE, THENCE E 120
 LJ0510'YARDS TO STATION.
 LJ0510'
 LJ0510'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.91 METERS.
 LJ0510
 LJ0510                          STATION RECOVERY (1963)
 LJ0510
 LJ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJK)
 LJ0510'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK
 LJ0510'WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NUMBER 1 HAD
 LJ0510'BEEN DESTROYED BY ROAD CONSTRUCTION AND REFERENCE MARK NUMBER
 LJ0510'3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE
 LJ0510'MARK NUMBER 2 WAS CHECKED IN THE FIELD AND FOUND TO BE
 LJ0510'ACCURATE.  ALL MARKS AT THIS STATION ARE STAMPED SAWYER AND
 LJ0510'NOT LAWYER.  A COMPLETE DESCRIPTION FOLLOWS.
 LJ0510'
 LJ0510'THE STATION IS ABOUT 11 MILES SOUTH OF OGALLALA, 9 MILES
 LJ0510'NORTH OF GRANT ON ROAD RIGHT-OF-WAY.
 LJ0510'
 LJ0510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 LJ0510'AND STATE HIGHWAY 61 IN THE CENTER OF OGALLALA, GO SOUTH
 LJ0510'ON STATE HIGHWAY 61 FOR 10.85 MILES TO A CROSSROAD.  TURN
 LJ0510'LEFT AND GO EAST ON GRAVELED ROAD FOR 1.1 MILES TO THE STATION
 LJ0510'ON THE LEFT.  TO REACH THE AZIMUTH FROM THIS POINT CONTINUE
 LJ0510'AHEAD ON GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 LJ0510'THE LEFT ON ROAD RIGHT-OF-WAY.
 LJ0510'
 LJ0510'THE STATION MARK IS A STANDARD DISK STAMPED SAWYER 1933, SET
 LJ0510'IN THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT WHICH IS
 LJ0510'FLUSH WITH THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER OF A
 LJ0510'GRAVELED ROAD, 7.5 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 LJ0510'AND 7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 LJ0510'
 LJ0510'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SAWYER
 LJ0510'NO 2 1933, SET IN THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT
 LJ0510'WHICH IS FLUSH WITH THE GROUND.  IT IS 215.5 FEET SOUTHWEST
 LJ0510'OF A METAL WITNESS POST WITH SIGN, 142 FEET EAST OF A NORTH-SOUTH
 LJ0510'SECTION LINE ROAD, AND 33 FEET SOUTH OF THE CENTER OF A GRAVELED
 LJ0510'ROAD.
 LJ0510'
 LJ0510'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED SAWYER
 LJ0510'NO 3 1933, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LJ0510'WHICH PROJECTS 1 INCH.  IT IS 50 FEET EAST OF A METAL WITNESS
 LJ0510'POST WITH SIGN, 29 FEET NORTH OF THE CENTER OF A GRAVELED
 LJ0510'ROAD, AND 0.1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LJ0510'
 LJ0510'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SAWYER
 LJ0510'1933, SET IN THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT
 LJ0510'WHICH PROJECTS 7 INCHES.  IT IS 30 FEET NORTH OF THE CENTER
 LJ0510'OF A GRAVELED ROAD, 3.5 FEET SOUTH OF AN EAST-WEST FENCE
 LJ0510'LINE, AND 3.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0729 ***********************************************************************
 NN0729  DESIGNATION -  LAY
 NN0729  PID         -  NN0729
 NN0729  STATE/COUNTY-  NE/ROCK
 NN0729  COUNTRY     -  US
 NN0729  USGS QUAD   -  NEWPORT (2017)
 NN0729
 NN0729                         *CURRENT SURVEY CONTROL
 NN0729  ______________________________________________________________________
 NN0729* NAD 83(1995) POSITION- 42 30 01.06110(N) 099 22 21.79019(W)   ADJUSTED
 NN0729* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 NN0729  ______________________________________________________________________
 NN0729  GEOID HEIGHT    -        -23.307 (meters)                     GEOID18
 NN0729  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 NN0729  HORZ ORDER      -  FIRST
 NN0729
 NN0729.The horizontal coordinates were established by classical geodetic methods
 NN0729.and adjusted by the National Geodetic Survey in August 1997.
 NN0729
 NN0729.The orthometric height was scaled from a topographic map.
 NN0729
 NN0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0729.GEOID18 height accuracy estimate available here.
 NN0729
 NN0729.Click photographs - Photos may exist for this station.
 NN0729
 NN0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0729
 NN0729. The following values were computed from the NAD 83(1995) position.
 NN0729
 NN0729;                    North         East     Units Scale Factor Converg.
 NN0729;SPC NE       -   296,302.707   551,551.315   MT  0.99980940   +0 24 56.5
 NN0729;SPC NE       -   972,119.80  1,809,547.94   sFT  0.99980940   +0 24 56.5
 NN0729;UTM  14      - 4,705,393.105   469,375.205   MT  0.99961154   -0 15 06.5
 NN0729
 NN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0729!SPC NE       -   0.99988883  x   0.99980940  =   0.99969825
 NN0729!UTM  14      -   0.99988883  x   0.99961154  =   0.99950041
 NN0729
 NN0729:                Primary Azimuth Mark                     Grid Az
 NN0729:SPC NE       -  LAY AZ MK                                093 01 34.2
 NN0729:UTM  14      -  LAY AZ MK                                093 41 37.2
 NN0729
 NN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6937505393(NAD 83)
 NN0729
 NN0729|---------------------------------------------------------------------|
 NN0729| PID    Reference Object                     Distance      Geod. Az  |
 NN0729|                                                           dddmmss.s |
 NN0729| NN0732 NEWPORT MUNICIPAL TANK              APPROX.11.9 KM 0182111.3 |
 NN0729| NN0724 STUART MUNICIPAL TANK               APPROX.21.8 KM 0593904.2 |
 NN0729| NN0708 ATKINSON MUNICIPAL TANK             APPROX.32.7 KM 0832943.1 |
 NN0729| CO3926 LAY AZ MK                                          0932630.7 |
 NN0729| CO3927 LAY RM 1                             48.375 METERS 12004     |
 NN0729| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX.15.6 KM 3035909.7 |
 NN0729| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX.16.2 KM 3042158.1 |
 NN0729| NN0781 BASSETT MUNICIPAL TANK              APPROX.16.6 KM 3053842.6 |
 NN0729| CO3928 LAY RM 2                             56.129 METERS 30745     |
 NN0729|---------------------------------------------------------------------|
 NN0729
 NN0729                          SUPERSEDED SURVEY CONTROL
 NN0729
 NN0729  NAD 83(1986)-  42 30 01.06664(N)    099 22 21.79927(W) AD(       ) 1
 NN0729  NAD 27      -  42 30 01.06900(N)    099 22 20.40300(W) AD(       ) 1
 NN0729
 NN0729.Superseded values are not recommended for survey control.
 NN0729
 NN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0729.See file dsdata.pdf to determine how the superseded data were derived.
 NN0729
 NN0729_MARKER: DS = TRIANGULATION STATION DISK
 NN0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0729_STAMPING: LAY 1934
 NN0729_MARK LOGO: CGS
 NN0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0729+STABILITY: SURFACE MOTION
 NN0729
 NN0729  HISTORY     - Date     Condition        Report By
 NN0729  HISTORY     - 1934     MONUMENTED       CGS
 NN0729  HISTORY     - 1949     GOOD             CGS
 NN0729
 NN0729                          STATION DESCRIPTION
 NN0729
 NN0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0729'STATION IS LOCATED IN ROCK COUNTY, NEBRASKA 100 YARDS WEST AND
 NN0729'50 YARDS NORTH OF CENTER OF SEC. 12, T. 29 N., R. 18 W.,
 NN0729'7.5 MILES SOUTHWEST OF NEWPORT AND 10 MILES EAST-SOUTHEAST
 NN0729'OF BASSETT, ON THE HIGHEST OF SEVERAL SAND HILLS, AND PROJECTS
 NN0729'8 INCHES ABOVE GROUND.
 NN0729'
 NN0729'TO REACH FROM SHELL GAS STATION IN WESTERN PART OF NEWPORT,
 NN0729'GO SOUTH ON U.S. HIGHWAY 20 FOR 1.5 MILES, TURN RIGHT (WEST)
 NN0729'AND GO 1.5 MILES.  TURN LEFT (SOUTH) ON SANDY SECTION-LINE
 NN0729'ROAD AND GO 5.5 MILES TO T-FENCE CORNER, TURN RIGHT (WEST)
 NN0729'THROUGH FENCE AND GO 0.5 MILE ACROSS FIELD TO TOP OF HIGHEST
 NN0729'HILL AND STATION.
 NN0729'
 NN0729'REFERENCE MARK NO. 1 IS LOCATED EAST-SOUTHEAST OF STATION
 NN0729'ON THE SOUTHEAST SLOPE OF SANDY HILL ON WHICH STATION IS
 NN0729'LOCATED, 2 FEET NORTH OF EAST-WEST FENCE AND 200 FEET WEST
 NN0729'OF NORTH-SOUTH FENCE LINE, PROJECTS 8 INCHES ABOVE GROUND.
 NN0729'
 NN0729'REFERENCE MARK NO. 2 IS LOCATED WEST-NORTHWEST OF STATION
 NN0729'ON NORTHWEST END OF SANDY RIDGE ON WHICH STATION IS LOCATED,
 NN0729'500 FEET WEST OF NORTH-SOUTH FENCE LINE AND 200 FEET NORTH
 NN0729'OF EAST-WEST FENCE LINE AND PROJECTS 8 INCHES ABOVE GROUND.
 NN0729'
 NN0729'AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF STATION IN FENCE
 NN0729'CORNER, 6 FEET WEST OF NORTH-SOUTH FENCE LINE AND 6 FEET
 NN0729'NORTH OF EAST-WEST FENCE LINE.  MARK PROJECTS 6 INCHES ABOVE
 NN0729'GROUND.  TO REACH AZIMUTH FROM STATION, GO EAST ACROSS FIELD
 NN0729'0.5 MILE TO AZIMUTH IN FENCE CORNER.
 NN0729'
 NN0729'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 NN0729
 NN0729                          STATION RECOVERY (1949)
 NN0729
 NN0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0729'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NN0729'CONDITION.
 NN0729'
 NN0729'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0729'
 NN0729'THE STATION IS LOCATED ABOUT 10.0 MILES EAST-SOUTHEAST OF
 NN0729'BASSETT AND 7.5 MILES SOUTHWEST OF NEWPORT.  IT IS ON THE
 NN0729'SUMMIT OF THE HIGHEST SAND HILL IN THE VICINITY, 83.0 FEET
 NN0729'NORTH OF A FENCE AND 3.0 FEET SOUTHWEST OF A WITNESS POST.
 NN0729'IT PROJECTS 8 INCHES AND IS STAMPED, LAY 1934.
 NN0729'
 NN0729'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NN0729'AND IS ABOUT 25 FEET BELOW THE ELEVATION OF THE STATION.
 NN0729'IT IS 2.0 FEET NORTH OF A FENCE AND IS ABOUT 3 INCHES BELOW
 NN0729'THE SURFACE OF THE GROUND.  IT IS STAMPED, LAY NO 1 1934.
 NN0729'
 NN0729'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 NN0729'AND IS ABOUT 12 FEET BELOW THE ELEVATION OF THE STATION.
 NN0729'IT IS ABOUT 200 FEET NORTH OF A FENCE, PROJECTS 4 INCHES AND
 NN0729'IS STAMPED, LAY NO 2 1934.
 NN0729'
 NN0729'AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A MEADOW, 44.0
 NN0729'FEET SOUTH-SOUTHWEST OF A CATTLE GUARD, 41.0 FEET WEST OF THE
 NN0729'CENTER OF A SECTION-LINE ROAD, 13.0 FEET WEST-NORTHWEST
 NN0729'OF A FENCE CORNER, AND 5.5 FEET NORTH OF A WITNESS POST.
 NN0729'IT PROJECTS 3 INCHES AND IS STAMPED, LAY AZI 1934.
 NN0729'
 NN0729'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO SOUTH
 NN0729'FOR 0.5 MILE TO U.S. HIGHWAY NO. 20, TURN RIGHT AND GO WEST
 NN0729'ON U.S. HIGHWAY NO. 20 FOR 0.25 MILE TO A CROSSROAD, TURN
 NN0729'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD
 NN0729'RIGHT, TURN RIGHT AND GO WEST FOR 0.5 MILE TO A CROSSROAD,
 NN0729'TURN LEFT AND GO SOUTH ON GRAVELED AND DIRT ROAD FOR 4.2
 NN0729'MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO WEST ON TRACK
 NN0729'ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON
 NN0729'TRACK ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT, LEADING TO A
 NN0729'RANCH, CONTINUE SOUTH ON TRACK ROAD FOR 0.1 MILE TO A CATTLE
 NN0729'GUARD, CONTINUE SOUTH ON TRACK ROAD FOR 0.7 MILE TO A
 NN0729'CATTLE GUARD AND GATE, (AZIMUTH MARK IS 44 FEET
 NN0729'SOUTH-SOUTHWEST OF CATTLE GUARD), CONTINUE SOUTH ON TRACK
 NN0729'ROAD FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT, TURN
 NN0729'RIGHT THROUGH WIRE GATE AND GO WEST-NORTHWEST ACROSS
 NN0729'MEADOW FOR 0.3 MILE, TURN RIGHT AND CROSS FENCE INTO
 NN0729'ANOTHER MEADOW, TURN LEFT AND GO WEST ALONG THE NORTH
 NN0729'SIDE OF A FENCE OF 0.25 MILE TO THE TOP OF A SAND HILL
 NN0729'AND THE STATION.
 NN0729'
 NN0729'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 4 FEET.
 NN0729'
 NN0729'A 74 FOOT SIGNAL AT NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0729'
 NN0729'A 4 FOOT SIGNAL AT KRYSL IS VISIBLE AT 4 FEET.
 NN0729'
 NN0729'A 74 FOOT SIGNAL AT BLAINE 1934 IS VISIBLE AT 37 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0587 ***********************************************************************
 NP0587  DESIGNATION -  LAY
 NP0587  PID         -  NP0587
 NP0587  STATE/COUNTY-  NE/CHERRY
 NP0587  COUNTRY     -  US
 NP0587  USGS QUAD   -  BOVEE VALLEY EAST (2017)
 NP0587
 NP0587                         *CURRENT SURVEY CONTROL
 NP0587  ______________________________________________________________________
 NP0587* NAD 83(1995) POSITION- 42 31 19.27375(N) 102 03 46.15814(W)   ADJUSTED
 NP0587* NAVD 88 ORTHO HEIGHT -  1210.    (meters)     3970.    (feet) SCALED
 NP0587  ______________________________________________________________________
 NP0587  GEOID HEIGHT    -        -18.594 (meters)                     GEOID18
 NP0587  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 NP0587  HORZ ORDER      -  FIRST
 NP0587
 NP0587.The horizontal coordinates were established by classical geodetic methods
 NP0587.and adjusted by the National Geodetic Survey in August 1997.
 NP0587
 NP0587.The orthometric height was scaled from a topographic map.
 NP0587
 NP0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0587.GEOID18 height accuracy estimate available here.
 NP0587
 NP0587.Click photographs - Photos may exist for this station.
 NP0587
 NP0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0587
 NP0587. The following values were computed from the NAD 83(1995) position.
 NP0587
 NP0587;                    North         East     Units Scale Factor Converg.
 NP0587;SPC NE       -   300,550.229   330,544.858   MT  0.99981608   -1 22 01.3
 NP0587;SPC NE       -   986,055.21  1,084,462.59   sFT  0.99981608   -1 22 01.3
 NP0587;UTM  13      - 4,711,919.691   741,261.179   MT  1.00031620   +1 59 10.0
 NP0587;UTM  14      - 4,712,285.282   248,417.569   MT  1.00037880   -2 04 16.2
 NP0587
 NP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0587!SPC NE       -   0.99981326  x   0.99981608  =   0.99962938
 NP0587!UTM  13      -   0.99981326  x   1.00031620  =   1.00012940
 NP0587!UTM  14      -   0.99981326  x   1.00037880  =   1.00019199
 NP0587
 NP0587:                Primary Azimuth Mark                     Grid Az
 NP0587:SPC NE       -  C 67                                     194 59 19.4
 NP0587:UTM  13      -  C 67                                     191 38 08.1
 NP0587:UTM  14      -  C 67                                     195 41 34.3
 NP0587
 NP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4126111919(NAD 83)
 NP0587
 NP0587|---------------------------------------------------------------------|
 NP0587| PID    Reference Object                     Distance      Geod. Az  |
 NP0587|                                                           dddmmss.s |
 NP0587| NP0586 C 67                                APPROX. 1.4 KM 1933718.1 |
 NP0587| CP9827 LAY RM 1                             15.435 METERS 20751     |
 NP0587| CP9828 LAY RM 2                             20.257 METERS 33430     |
 NP0587|---------------------------------------------------------------------|
 NP0587
 NP0587                          SUPERSEDED SURVEY CONTROL
 NP0587
 NP0587  NAD 83(1986)-  42 31 19.26637(N)    102 03 46.16098(W) AD(       ) 1
 NP0587  NAD 27      -  42 31 19.29100(N)    102 03 44.52100(W) AD(       ) 1
 NP0587
 NP0587.Superseded values are not recommended for survey control.
 NP0587
 NP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0587.See file dsdata.pdf to determine how the superseded data were derived.
 NP0587
 NP0587_MARKER: DS = TRIANGULATION STATION DISK
 NP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0587_STAMPING: LAY 1946
 NP0587_MARK LOGO: CGS
 NP0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0587+STABILITY: SURFACE MOTION
 NP0587
 NP0587  HISTORY     - Date     Condition        Report By
 NP0587  HISTORY     - 1946     MONUMENTED       CGS
 NP0587  HISTORY     - 1968     GOOD             USGS
 NP0587
 NP0587                          STATION DESCRIPTION
 NP0587
 NP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0587'LOCATED ABOUT 21 MILES SOUTH BY EAST OF GORDON AND 5 FEET
 NP0587'NORTHEAST OF A REFERENCE POST ON THE HIGHEST POINT OF THE MOST
 NP0587'PROMINENT SAND DUNE IN THE VICINITY.  IT IS STAMPED LAY 1946
 NP0587'AND PROJECTS 4 INCHES.
 NP0587'
 NP0587'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NP0587'IT IS STAMPED LAY NO 1 1946 AND PROJECTS 8 INCHES.
 NP0587'
 NP0587'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE DUNE AND
 NP0587'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED LAY NO 2
 NP0587'1946 AND PROJECTS 8 INCHES.
 NP0587'
 NP0587'THE AZIMUTH MARK IS ON THE NORTH SLOPE OF A SAND HILL, 31
 NP0587'PACES SOUTH OF A TRACK ROAD AND A CATTLE GUARD, 20 FEET SOUTH
 NP0587'OF A FENCE CORNER AND 3 FEET EAST OF A WIRE FENCE.  IT IS
 NP0587'A STANDARD USGS BM DISK STAMPED C67 1946 SET IN AN 8-INCH BY
 NP0587'8-INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 NP0587'
 NP0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0587'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0587'ON NO. 27 FOR 11.5 MILES TO THE BRIDGE OVER THE NIOBRARA
 NP0587'RIVER.  CONTINUE SOUTH ON NO. 27 FOR 9.5 MILES TO AN AUTO
 NP0587'GATE WITH SEVERAL SIGNS ON IT AND A LARGE MAIL BOX WITH THE
 NP0587'NAME WILMER RUSSELL ON THE LEFT.  THEN LEFT (EAST) ON A SAND
 NP0587'ROAD FOR 4.0 MILES TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE
 NP0587'EASTERLY FOR 3.25 MILES TO A CATTLE GUARD.  PASS THROUGH
 NP0587'CATTLE GUARD, CONTINUE EASTERLY, FOR 0.5 MILE TO ANOTHER
 NP0587'CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NP0587'EASTERLY FOR 0.7 MILE TO A FORK AND A SIGN ON THE RIGHT.
 NP0587'THEN LEFT FORK FOR 0.1 MILE.  THEN LEAVE THE MAIN TRAVELED
 NP0587'ROAD, TAKE THE LEFT FORK ACROSS A MEADOW, THROUGH A VERY
 NP0587'SANDY PASS (NORTH) THEN WESTERLY FOR 1.35 MILES TO RANCH
 NP0587'BUILDINGS ON THE RIGHT.  TURN LEFT, SOUTH, FOR 0.05 MILE.
 NP0587'THEN RIGHT, WEST, KEEPING TO THE SOUTH OF A WIRE FENCE FOR
 NP0587'0.3 MILE.  THEN BEAR LEFT, SOUTHERLY, FOR 0.3 MILE TO THE
 NP0587'HIGHEST POINT OF THE DUNE AND THE STATION.
 NP0587
 NP0587                          STATION RECOVERY (1968)
 NP0587
 NP0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0587'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 NP0587'
 NP0587'STATION MARK, AZIMUTH MARK (C 67 1946), AND REFERENCE MARKS
 NP0587'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0587'
 NP0587'THE OLD DESCRIPTION IS ADEQUATE.
 NP0587'
 NP0587'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0528 ***********************************************************************
 MN0528  DESIGNATION -  LAYNE
 MN0528  PID         -  MN0528
 MN0528  STATE/COUNTY-  NE/MORRILL
 MN0528  COUNTRY     -  US
 MN0528  USGS QUAD   -  BAYARD NE (2017)
 MN0528
 MN0528                         *CURRENT SURVEY CONTROL
 MN0528  ______________________________________________________________________
 MN0528* NAD 83(1995) POSITION- 41 57 41.51375(N) 103 21 04.80030(W)   ADJUSTED
 MN0528* NAVD 88 ORTHO HEIGHT -  1377.    (meters)     4518.    (feet) SCALED
 MN0528  ______________________________________________________________________
 MN0528  GEOID HEIGHT    -        -19.113 (meters)                     GEOID18
 MN0528  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 MN0528  HORZ ORDER      -  FIRST
 MN0528
 MN0528.The horizontal coordinates were established by classical geodetic methods
 MN0528.and adjusted by the National Geodetic Survey in August 1997.
 MN0528
 MN0528.The orthometric height was scaled from a topographic map.
 MN0528
 MN0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0528.GEOID18 height accuracy estimate available here.
 MN0528
 MN0528.Click photographs - Photos may exist for this station.
 MN0528
 MN0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0528
 MN0528. The following values were computed from the NAD 83(1995) position.
 MN0528
 MN0528;                    North         East     Units Scale Factor Converg.
 MN0528;SPC NE       -   241,668.789   222,327.933   MT  0.99969016   -2 13 15.3
 MN0528;SPC NE       -   792,875.02    729,420.89   sFT  0.99969016   -2 13 15.3
 MN0528;UTM  13      - 4,646,819.617   636,622.882   MT  0.99982968   +1 06 09.1
 MN0528
 MN0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0528!SPC NE       -   0.99978712  x   0.99969016  =   0.99947734
 MN0528!UTM  13      -   0.99978712  x   0.99982968  =   0.99961683
 MN0528
 MN0528:                Primary Azimuth Mark                     Grid Az
 MN0528:SPC NE       -  LAYNE AZ MK                              338 25 56.9
 MN0528:UTM  13      -  LAYNE AZ MK                              335 06 32.5
 MN0528
 MN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3662246819(NAD 83)
 MN0528
 MN0528|---------------------------------------------------------------------|
 MN0528| PID    Reference Object                     Distance      Geod. Az  |
 MN0528|                                                           dddmmss.s |
 MN0528| CP7583 LAYNE RM 1                           38.246 METERS 24829     |
 MN0528| CP7582 LAYNE AZ MK                                        3361241.6 |
 MN0528| CP7584 LAYNE RM 2                           35.515 METERS 34253     |
 MN0528|---------------------------------------------------------------------|
 MN0528
 MN0528                          SUPERSEDED SURVEY CONTROL
 MN0528
 MN0528  NAD 83(1993)-  41 57 41.51362(N)    103 21 04.80046(W) AD(       ) 1
 MN0528  NAD 83(1986)-  41 57 41.50988(N)    103 21 04.80229(W) AD(       ) 1
 MN0528  NAD 27      -  41 57 41.64000(N)    103 21 03.02900(W) AD(       ) 1
 MN0528
 MN0528.Superseded values are not recommended for survey control.
 MN0528
 MN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0528.See file dsdata.pdf to determine how the superseded data were derived.
 MN0528
 MN0528_MARKER: DS = TRIANGULATION STATION DISK
 MN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0528
 MN0528  HISTORY     - Date     Condition        Report By
 MN0528  HISTORY     - 1934     MONUMENTED       CGS
 MN0528  HISTORY     - 1946     GOOD             CGS
 MN0528
 MN0528                          STATION DESCRIPTION
 MN0528
 MN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0528'STATION IS ABOUT 18 MILES NE OF SCOTTSBLUFF, ON THE HIGHEST
 MN0528'PART OF A RIDGE IN PASTURE LAND, AND ABOUT 1.7 MILES SW OF A
 MN0528'SCHOOL HOUSE ON A GRADED ROAD, MARKED DISTRICT NO. 10.
 MN0528'
 MN0528'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0528'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 MN0528'
 MN0528'REFERENCE MARK NO. 1 IS WSW AND NO. 2 N OF STATION.
 MN0528'
 MN0528'AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF STATION, AND UNDER AN
 MN0528'E-W FENCE LINE.
 MN0528'
 MN0528'THE STATION IS REACHED FROM MINATARE BY GOING TO THE NE PART
 MN0528'OF TOWN AND U.S. HIGHWAY 26.  DRIVE E ON HIGHWAY 26, 8.4 MILES
 MN0528'TO THE JUNCTION OF NOS. 26 N AND 26 S.  LEAVE THE HIGHWAY AND
 MN0528'DRIVE N ON A GRADED ROAD 10.9 MILES TO A WIRE GATE ON THE
 MN0528'W SIDE OF THE ROAD.  THIS POINT IS ABOUT 0.2 MILE S OF A WHITE
 MN0528'SCHOOL HOUSE.  PASS THROUGH GATE AND DRIVE W ON A TRAIL 0.6
 MN0528'MILE TO A WINDMILL.  CONTINUE ON THE TRAIL SW 0.5 MILE TO
 MN0528'A WIRE GATE IN THE SW CORNER OF THE PASTURE.  FROM THIS GATE
 MN0528'DRIVE WEST-SOUTHWESTERLY 0.5 MILE TO THE HIGHEST POINT AND
 MN0528'THE STATION.
 MN0528'
 MN0528'A 10-FOOT STAND WAS ERECTED.
 MN0528
 MN0528                          STATION RECOVERY (1946)
 MN0528
 MN0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0528'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 MN0528'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MN0528'
 MN0528'LOCATED ABOUT 18 MILES, AIRLINE, NORTHEAST OF SCOTTSBLUFF,
 MN0528'28 MILES, AIRLINE, SOUTHWEST OF ALLIANCE AND ABOUT 1.7 MILES,
 MN0528'AIRLINE, SOUTHWEST OF DISTRICT NO. 10 SCHOOL HOUSE, ON THE
 MN0528'HIGHEST POINT OF AN EAST-WEST RIDGE.
 MN0528'STAMPED LAYNE 1934, PROJECTING 4 INCHES.
 MN0528'
 MN0528'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE
 MN0528'STATION.  IT IS STAMPED LAYNE NO 1 1934 AND PROJECTS ABOUT
 MN0528'4 INCHES.
 MN0528'
 MN0528'REFERENCE MARK NO. 2 IS NORTH OF THE STATION.  IT
 MN0528'IS STAMPED LAYNE NO 2 1934 AND PROJECTS 4 INCHES.
 MN0528'
 MN0528'THE AZIMUTH MARK IS 0.3 MILES NORTH-NORTHWEST OF THE
 MN0528'STATION, 0.5 MILE WEST OF A WIRE GATE AT A FENCE CORNER AND
 MN0528'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 MN0528'REFERENCE MARK DISK, STAMPED LAYNE AZIMUTH 1934 AND PROJECTS
 MN0528'10 INCHES.
 MN0528'
 MN0528'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 19, 1.4
 MN0528'MILES WEST OF ALLIANCE, GO SOUTHERLY ON STATE HIGHWAY 19 FOR
 MN0528'23.0 MILES TO THE JUNCTION OF STATE HIGHWAY 19 AND U.S. HIGHWAY
 MN0528'26N.  TURN RIGHT, WEST, AND AND CONTINUE ON U.S. HIGHWAY
 MN0528'26N FOR 9.05 MILES TO A CROSSROADS AND THE MOOMAWS STORE ON
 MN0528'THE RIGHT.  TURN RIGHT, NORTH, ON DIRT ROAD AND GO 9.55 MILES
 MN0528'TO A FORK.  TAKE LEFT FORK AND CONTINUE FOR 1.8 MILES TO A
 MN0528'WIRE GATE ON THE LEFT, 0.2 MILES BEFORE REACHING A SMALL,
 MN0528'WHITE SCHOOLHOUSE ON THE LEFT.  TURN LEFT, WEST, THROUGH WIRE
 MN0528'GATE AND FOLLOW OLD TRACK ROAD FOR 0.6 MILE TO A WINDMILL,
 MN0528'PASS TO THE LEFT OF THE WIMDMILL AND CONTINUE ON TRACK ROAD
 MN0528'FOR 0.5 MILE TO A WIRE GATE AT A FENCE CORNER.  PASS
 MN0528'THROUGH GATE AND GO SOUTHWEST FOR 0.5 MILE TO THE HIGHEST
 MN0528'POINT OF THE RIDGE AND THE STATION AS DESCRIBED.
 MN0528'
 MN0528'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE IN THE FENCE
 MN0528'CORNER, FOLLOW ALONG THE EAST-WEST FENCE LINE FOR 0.5 MILE
 MN0528'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4164 ***********************************************************************
 AB4164  SACS        -  This is a Secondary Airport Control Station.
 AB4164  DESIGNATION -  LCG A
 AB4164  PID         -  AB4164
 AB4164  STATE/COUNTY-  NE/WAYNE
 AB4164  COUNTRY     -  US
 AB4164  USGS QUAD   -  ALTONA NW (2017)
 AB4164
 AB4164                         *CURRENT SURVEY CONTROL
 AB4164  ______________________________________________________________________
 AB4164* NAD 83(2011) POSITION- 42 14 18.36918(N) 096 58 55.51471(W)   ADJUSTED
 AB4164* NAD 83(2011) ELLIP HT-   409.378 (meters)        (06/27/12)   ADJUSTED
 AB4164* NAD 83(2011) EPOCH   -  2010.00
 AB4164* NAVD 88 ORTHO HEIGHT -   434.31  (meters)     1424.9   (feet) GPS OBS
 AB4164  ______________________________________________________________________
 AB4164  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4164  GEOID HEIGHT    -        -24.879 (meters)                     GEOID96
 AB4164  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 AB4164  NAD 83(2011) X  -   -574,918.269 (meters)                     COMP
 AB4164  NAD 83(2011) Y  - -4,694,466.320 (meters)                     COMP
 AB4164  NAD 83(2011) Z  -  4,265,523.847 (meters)                     COMP
 AB4164  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AB4164
 AB4164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4164  Standards:
 AB4164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4164  -------------------------------------------------------------------
 AB4164  NETWORK    0.49   1.00           0.23   0.16   0.51     -0.02189688
 AB4164  -------------------------------------------------------------------
 AB4164  Click here for local accuracies and other accuracy information.
 AB4164
 AB4164.This mark is at Wayne Municipal Airport (LCG)
 AB4164
 AB4164.The horizontal coordinates were established by GPS observations
 AB4164.and adjusted by the National Geodetic Survey in June 2012.
 AB4164
 AB4164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4164.been affixed to the stable North American tectonic plate. See 
 AB4164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4164
 AB4164.The horizontal coordinates are valid at the epoch date displayed above
 AB4164.which is a decimal equivalence of Year/Month/Day.
 AB4164
 AB4164.The orthometric height was determined by GPS observations and a
 AB4164.high-resolution geoid model.
 AB4164
 AB4164.GPS derived orthometric heights for airport stations designated as
 AB4164.PACS or SACS are published to 2 decimal places.  This maintains
 AB4164.centimeter relative accuracy between the PACS and SACS.  It does
 AB4164.not indicate centimeter accuracy relative to other marks which are
 AB4164.part of the published vertical control network.
 AB4164
 AB4164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4164.GEOID18 height accuracy estimate available here.
 AB4164
 AB4164.Click photographs - Photos may exist for this station.
 AB4164
 AB4164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4164
 AB4164.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4164
 AB4164.The ellipsoidal height was determined by GPS observations
 AB4164.and is referenced to NAD 83.
 AB4164
 AB4164. The following values were computed from the NAD 83(2011) position.
 AB4164
 AB4164;                    North         East     Units Scale Factor Converg.
 AB4164;SPC NE       -   271,380.867   748,985.507   MT  0.99974031   +1 59 59.9
 AB4164;SPC NE       -   890,355.39  2,457,296.62   sFT  0.99974031   +1 59 59.9
 AB4164;UTM  14      - 4,678,221.373   666,496.768   MT  0.99994110   +1 21 24.4
 AB4164
 AB4164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4164!SPC NE       -   0.99993580  x   0.99974031  =   0.99967613
 AB4164!UTM  14      -   0.99993580  x   0.99994110  =   0.99987690
 AB4164
 AB4164:                Primary Azimuth Mark                     Grid Az
 AB4164:SPC NE       -  MITCHELL                                 255 20 24.6
 AB4164:UTM  14      -  MITCHELL                                 255 59 00.1
 AB4164
 AB4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6649678221(NAD 83)
 AB4164
 AB4164|---------------------------------------------------------------------|
 AB4164| PID    Reference Object                     Distance      Geod. Az  |
 AB4164|                                                           dddmmss.s |
 AB4164| NM1926 MITCHELL                            457.698 METERS 2572024.5 |
 AB4164|---------------------------------------------------------------------|
 AB4164
 AB4164                          SUPERSEDED SURVEY CONTROL
 AB4164
 AB4164  NAD 83(2007)-  42 14 18.36913(N)    096 58 55.51547(W) AD(2002.00) 0
 AB4164  ELLIP H (02/10/07)  409.404  (m)                       GP(2002.00)    
 AB4164  ELLIP H (12/12/01)  409.382  (m)                       GP(       ) 4 2
 AB4164  NAD 83(1995)-  42 14 18.36907(N)    096 58 55.51508(W) AD(       ) 1
 AB4164  ELLIP H (09/23/97)  409.437  (m)                       GP(       ) 4 2
 AB4164
 AB4164.Superseded values are not recommended for survey control.
 AB4164
 AB4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4164.See file dsdata.pdf to determine how the superseded data were derived.
 AB4164
 AB4164_MARKER: I = METAL ROD
 AB4164_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4164_STAMPING: LCG A 1995
 AB4164_MARK LOGO: NGS
 AB4164_PROJECTION: FLUSH
 AB4164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4164+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1997
 AB4164_ROD/PIPE-DEPTH: 17.1 meters
 AB4164_SLEEVE-DEPTH  : 1 meters
 AB4164
 AB4164  HISTORY     - Date     Condition        Report By
 AB4164  HISTORY     - 1995     MONUMENTED       NGS
 AB4164  HISTORY     - 19970624 GOOD             NGS
 AB4164
 AB4164                          STATION DESCRIPTION
 AB4164
 AB4164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4164'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF CONCORD, 1.55
 AB4164'MI (2.49 KM) EAST OF WAYNE, AT THE WAYNE MUNICIPAL AIRPORT NEAR THE
 AB4164'APPROACH END OF RUNWAY 31 AND A FUTURE RUNWAY.  OWNERSHIP--WAYNE
 AB4164'AIRPORT AUTHORITY, 108 EAST 8TH STREET, WAYNE NE 68787, AIRPORT
 AB4164'MANAGER, ORIN ZACH, PHONE (402) 375-4664.  TO REACH THE STATION FROM
 AB4164'THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN WAYNE, GO EAST ON STATE
 AB4164'HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO THE NATIONAL GUARD ARMORY ON THE
 AB4164'LEFT, CONTINUE AHEAD AND GO EAST ON STATE HIGHWAY 35 FOR 1.1 MI (1.8
 AB4164'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE AIRPORT
 AB4164'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE AHEAD AND THE
 AB4164'AIRPORT OFFICE ON THE RIGHT, TURN LEFT AND GO WEST, THEN NORTH
 AB4164'FOLLOWING GRAVEL ROAD AROUND A HANGAR TO A TAXIWAY, TURN LEFT AND GO
 AB4164'NORTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 AB4164'RUNWAY, TURN RIGHT AND GO NORTHEAST ON THE RUNWAY FOR 0.25 MI (0.40
 AB4164'KM) TO A TURF RUNWAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST ALONG
 AB4164'THE NORTHEAST EDGE OF THE TURF RUNWAY FOR 0.1 MI (0.2 KM) TO THE
 AB4164'STATION ON THE LEFT.  THE STATION IS 99.0 FT (30.2 M) NORTHEAST OF THE
 AB4164'APPROXIMATE CENTER OF THE TURF RUNWAY, 57.8 FT (17.6 M) EAST OF THE
 AB4164'SOUTHEAST END OF A RUNWAY SIDE MARKER PANEL (2ND FROM THE SOUTHEAST
 AB4164'END), 52.0 FT (15.8 M) SOUTHWEST OF THE EDGE OF A CULTIVATED FIELD,
 AB4164'2.0 FT (0.6 M) NORTH OF A WITNESS POST AND 1.8 FT (0.5 M) SOUTH OF A
 AB4164'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4164
 AB4164                          STATION RECOVERY (1997)
 AB4164
 AB4164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4164'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0503 ***********************************************************************
 NO0503  DESIGNATION -  LEAT
 NO0503  PID         -  NO0503
 NO0503  STATE/COUNTY-  NE/CHERRY
 NO0503  COUNTRY     -  US
 NO0503  USGS QUAD   -  IRWIN SE (2017)
 NO0503
 NO0503                         *CURRENT SURVEY CONTROL
 NO0503  ______________________________________________________________________
 NO0503* NAD 83(1995) POSITION- 42 51 13.17223(N) 101 47 09.28231(W)   ADJUSTED
 NO0503* NAVD 88 ORTHO HEIGHT -  1068.    (meters)     3504.    (feet) SCALED
 NO0503  ______________________________________________________________________
 NO0503  GEOID HEIGHT    -        -19.226 (meters)                     GEOID18
 NO0503  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 NO0503  HORZ ORDER      -  FIRST
 NO0503
 NO0503.The horizontal coordinates were established by classical geodetic methods
 NO0503.and adjusted by the National Geodetic Survey in August 1997.
 NO0503
 NO0503.The orthometric height was scaled from a topographic map.
 NO0503
 NO0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0503.GEOID18 height accuracy estimate available here.
 NO0503
 NO0503.Click photographs - Photos may exist for this station.
 NO0503
 NO0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0503
 NO0503. The following values were computed from the NAD 83(1995) position.
 NO0503
 NO0503;                    North         East     Units Scale Factor Converg.
 NO0503;SPC NE       -   336,872.000   354,049.604   MT  0.99993616   -1 11 00.7
 NO0503;SPC NE       - 1,105,220.89  1,161,577.74   sFT  0.99993616   -1 11 00.7
 NO0503;UTM  14      - 4,748,329.339   272,379.916   MT  1.00023745   -1 53 44.1
 NO0503
 NO0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0503!SPC NE       -   0.99983548  x   0.99993616  =   0.99977165
 NO0503!UTM  14      -   0.99983548  x   1.00023745  =   1.00007289
 NO0503
 NO0503:                Primary Azimuth Mark                     Grid Az
 NO0503:SPC NE       -  LEAT AZ MK                               257 44 02.7
 NO0503:UTM  14      -  LEAT AZ MK                               258 26 46.1
 NO0503
 NO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7237948329(NAD 83)
 NO0503
 NO0503|---------------------------------------------------------------------|
 NO0503| PID    Reference Object                     Distance      Geod. Az  |
 NO0503|                                                           dddmmss.s |
 NO0503| CP9830 LEAT RM 1                            12.672 METERS 04915     |
 NO0503| CP9831 LEAT RM 2                            15.739 METERS 17209     |
 NO0503| CP9829 LEAT AZ MK                                         2563302.0 |
 NO0503|---------------------------------------------------------------------|
 NO0503
 NO0503                          SUPERSEDED SURVEY CONTROL
 NO0503
 NO0503  NAD 83(1986)-  42 51 13.16524(N)    101 47 09.28822(W) AD(       ) 1
 NO0503  NAD 27      -  42 51 13.16900(N)    101 47 07.75300(W) AD(       ) 1
 NO0503
 NO0503.Superseded values are not recommended for survey control.
 NO0503
 NO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0503.See file dsdata.pdf to determine how the superseded data were derived.
 NO0503
 NO0503_MARKER: DS = TRIANGULATION STATION DISK
 NO0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0503_STAMPING: LEAT 1946
 NO0503_MARK LOGO: CGS
 NO0503_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0503
 NO0503  HISTORY     - Date     Condition        Report By
 NO0503  HISTORY     - 1946     MONUMENTED       CGS
 NO0503
 NO0503                          STATION DESCRIPTION
 NO0503
 NO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0503'THE STATION IS NEAR THE CENTER AND ON THE HIGHEST PART OF
 NO0503'A LARGE GRASS-COVERED SAND HILL ABOUT 6.4 MILES SOUTH-SOUTHWEST
 NO0503'OF MERRIMAN AND 0.2 MILE NORTH OF AN EAST-WEST FENCE LINE.
 NO0503'IT IS A STANDARD U.S.C. AND G.S. DISK BRAZED TO THE TOP OF
 NO0503'A 3-INCH CAST-IRON PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED
 NO0503'LEAT 1946.
 NO0503'
 NO0503'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0503'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 9 INCHES.
 NO0503'IT IS ON THE SLOPE OF THE HILL AND IS ABOUT 2 FEET BELOW
 NO0503'STATION ELEVATION.  IT IS STAMPED LEAT NO 1 1946.
 NO0503'
 NO0503'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0503'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 12 INCHES.
 NO0503'IT IS ABOUT THE SAME ELEVATION AS THE STATION AND IS STAMPED
 NO0503'LEAT NO 2 1946.
 NO0503'
 NO0503'AZIMUTH MARK IS NEAR THE CENTER OF A HIGH, FLAT, GRASS-COVERED
 NO0503'SAND HILL AND IS 0.2 MILE NORTH OF AN EAST-WEST FENCE LINE
 NO0503'AND 2 FEET EAST OF A 4 X 4-INCH WITNESS POST.  IT IS A STANDARD
 NO0503'U.S.C. AND G.S. DISK BRAZED TO THE TOP OF A 3-INCH CAST-IRON
 NO0503'PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED LEAT 1946.
 NO0503'
 NO0503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0503'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NO0503'EAST ON U.S. HIGHWAY NO. 20 FOR 17.8 MILES TO A SIDE ROAD
 NO0503'RIGHT AND A BARREL AND MAILBOX ON POSTS.  CONTINUE ON HIGHWAY
 NO0503'FOR 0.55 MILE TO ANOTHER SIDE ROAD RIGHT AND MAILBOX, TURN
 NO0503'RIGHT ON SAND ROAD, CROSSING CATTLE GUARD, AND CONTINUE
 NO0503'SOUTHEASTERLY FOR 0.8 MILE TO THE BARKLEY RANCH.  CONTINUE
 NO0503'EAST PASSING BETWEEN HOUSE AND BARN FOR 0.05 MILE TO A DIM
 NO0503'FORK LEFT, JUST OUTSIDE OF BARNYARD, TAKE LEFT FORK ACROSS
 NO0503'MEADOW FOR 0.35 MILE TO A DIM FORK, KEEP RIGHT FORK FOR 0.05
 NO0503'MILE TO A FORK.  TURN RIGHT, EAST, AND FOLLOW ALONG THE
 NO0503'NORTH SIDE OF FENCE LINE FOR 0.45 MILE TO A DIM FORK
 NO0503'(WINDMILL 150 YARDS TO THE SOUTHEAST).  TAKE LEFT FORK
 NO0503'AND GO 0.2 MILE TO WIRE GATE IN A NORTH-SOUTH FENCE LINE AT
 NO0503'EAST SIDE OF A MEADOW.  PASS THROUGH GATE AND TURN LEFT
 NO0503'ON TRACK ROAD NORTHEASTERLY ALONG THE BASE OF HILL,
 NO0503'THEN GO SOUTHERLY FOR 1.1 MILES, HERE THE ROAD TURNS EAST.
 NO0503'CONTINUE ON SANDY ROAD FOR 0.6 MILE TO A WIRE GATE IN A
 NO0503'NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND CONTINUE EAST
 NO0503'ON SANDY TRACK ROAD FOR 0.95 MILE TO A WINDMILL AND STOCK
 NO0503'TANK.  CONTINUE EAST ON TRACK ROAD THROUGH HILLY PASTURE
 NO0503'LAND FOR 1.0 MILE TO A SMALL VALLEY (THIS IS ABOUT 0.2
 NO0503'MILE WEST OF A NORTH-SOUTH FENCE LINE), LEAVE THE ROAD
 NO0503'AND BEAR LEFT, NORTHERLY UP STEEP RAVINE AND THROUGH A SADDLE
 NO0503'FOR 0.25 MILE TO A T FENCE CORNER.  LET DOWN FENCE AND
 NO0503'DRIVE EAST-SOUTHEAST ACROSS HILLY PASTURE LAND FOR 0.3 MILE
 NO0503'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0503'
 NO0503'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST FOR
 NO0503'0.3 MILE TO THE TOP OF A LARGE FLAT SAND HILL AND THE AZIMUTH
 NO0503'MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0471 ***********************************************************************
 NO0471  DESIGNATION -  LELACHEUR
 NO0471  PID         -  NO0471
 NO0471  STATE/COUNTY-  NE/CHERRY
 NO0471  COUNTRY     -  US
 NO0471  USGS QUAD   -  MULLEN NE (2017)
 NO0471
 NO0471                         *CURRENT SURVEY CONTROL
 NO0471  ______________________________________________________________________
 NO0471* NAD 83(1995) POSITION- 42 10 58.33156(N) 101 06 09.29463(W)   ADJUSTED
 NO0471* NAVD 88 ORTHO HEIGHT -  1073.54  (+/-2cm)     3522.1   (feet) VERTCON
 NO0471  ______________________________________________________________________
 NO0471  GEOID HEIGHT    -        -20.499 (meters)                     GEOID18
 NO0471  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 NO0471  HORZ ORDER      -  FIRST
 NO0471  VERT ORDER      -  THIRD ? (See Below)
 NO0471
 NO0471.The horizontal coordinates were established by classical geodetic methods
 NO0471.and adjusted by the National Geodetic Survey in August 1997.
 NO0471
 NO0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0471
 NO0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0471.GEOID18 height accuracy estimate available here.
 NO0471
 NO0471.The vertical order pertains to the NGVD 29 superseded value.
 NO0471
 NO0471.Click photographs - Photos may exist for this station.
 NO0471
 NO0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0471
 NO0471. The following values were computed from the NAD 83(1995) position.
 NO0471
 NO0471;                    North         East     Units Scale Factor Converg.
 NO0471;SPC NE       -   261,445.050   408,939.481   MT  0.99972837   -0 43 50.4
 NO0471;SPC NE       -   857,757.63  1,341,662.28   sFT  0.99972837   -0 43 50.4
 NO0471;UTM  14      - 4,672,220.249   326,364.728   MT  0.99997098   -1 24 44.0
 NO0471
 NO0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0471!SPC NE       -   0.99983487  x   0.99972837  =   0.99956329
 NO0471!UTM  14      -   0.99983487  x   0.99997098  =   0.99980586
 NO0471
 NO0471:                Primary Azimuth Mark                     Grid Az
 NO0471:SPC NE       -  LELACHEUR AZ MK                          066 20 15.9
 NO0471:UTM  14      -  LELACHEUR AZ MK                          067 01 09.5
 NO0471
 NO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2636472220(NAD 83)
 NO0471
 NO0471|---------------------------------------------------------------------|
 NO0471| PID    Reference Object                     Distance      Geod. Az  |
 NO0471|                                                           dddmmss.s |
 NO0471| CP9838 LELACHEUR RM 2                       46.647 METERS 01515     |
 NO0471| CP9836 LELACHEUR AZ MK                                    0653625.5 |
 NO0471| CP9837 LELACHEUR RM 1                       42.943 METERS 14034     |
 NO0471|---------------------------------------------------------------------|
 NO0471
 NO0471                          SUPERSEDED SURVEY CONTROL
 NO0471
 NO0471  NAD 83(1986)-  42 10 58.33077(N)    101 06 09.30058(W) AD(       ) 1
 NO0471  NAD 27      -  42 10 58.33400(N)    101 06 07.71500(W) AD(       ) 1
 NO0471  NGVD 29            1073.18   (m)         3520.9    (f) LEVELING    3  
 NO0471
 NO0471.Superseded values are not recommended for survey control.
 NO0471
 NO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0471.See file dsdata.pdf to determine how the superseded data were derived.
 NO0471
 NO0471_MARKER: DS = TRIANGULATION STATION DISK
 NO0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0471_STAMPING: LELACHEUR 1933
 NO0471_MARK LOGO: CGS
 NO0471_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0471
 NO0471  HISTORY     - Date     Condition        Report By
 NO0471  HISTORY     - 1933     MONUMENTED       CGS
 NO0471  HISTORY     - 1946     GOOD             CGS
 NO0471
 NO0471                          STATION DESCRIPTION
 NO0471
 NO0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0471'ABOUT 10 MILES NORTH-NORTHWEST OF MULLEN IN SOUTHEAST QUARTER
 NO0471'SEC. 36, T. 26 N., R. 33 W., ON STATE LAND PASTURED BY F.W.
 NO0471'LELACHEUR WHO LIVES ABOUT ONE MILE NORTHEAST OF STATION.
 NO0471'REACHED FROM MULLEN BY GOING NORTH ON G.P. HIGHWAY 10.5 MILE
 NO0471'TO A RANCH GATE LEADING WEST, (GATE 0.45 MILE NORTH OF
 NO0471'SCHOOLHOUSE) GO WEST 2.3 MILES TO RANCH, THROUGH CORRALS AND WEST
 NO0471'0.5 MILE, FOLLOW DIM TRAIL WEST 0.4 MILE TO FENCE, SOUTH 0.55
 NO0471'MILE JUST BEYOND A GATE IN FENCE.  STATION IS ABOUT 300
 NO0471'YARDS WEST OF THIS POINT.  STATION IS ON EASTERNMOST PART
 NO0471'OF HILL.  (HIGHER HILLS WEST ABOUT A MILE).
 NO0471'
 NO0471'ALL MARKS ARE CONCRETE FILLED CAST-IRON PIPES WITH STANDARD
 NO0471'BRONZE DISKS IN TOP.  PIPES SET FIVE FEET IN GROUND AND
 NO0471'PROTRUDING ABOUT 0.5 FEET.
 NO0471'
 NO0471'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION DOWNHILL.
 NO0471'
 NO0471'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF STATION.
 NO0471'
 NO0471'AZIMUTH MARK IS EAST-NORTHEAST OF STATION IN FENCE LINE RUNNING
 NO0471'EAST AND WEST.
 NO0471
 NO0471                          STATION RECOVERY (1946)
 NO0471
 NO0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0471'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NO0471'IN GOOD CONDITION.
 NO0471'
 NO0471'DESCRIPTION FOLLOWS--
 NO0471'
 NO0471'LOCATED ABOUT 10 MILES, AIRLINE, NORTH NORTHWEST OF MULLEN
 NO0471'AND 300 YARDS SOUTH OF AN EAST-WEST FENCE LINE AND ON THE
 NO0471'SUMMIT OF A PROMINENT SAND HILL.  IT IS A STANDARD U.S.C. AND G.S.
 NO0471'DISK CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE THAT PROJECTS
 NO0471'1 INCH AND IS STAMPED LELACHEUR 1933.
 NO0471'
 NO0471'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0471'AND IS ABOUT 12 FEET BELOW STATION ELEVATION.  IT IS A STANDARD
 NO0471'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF A
 NO0471'4-INCH CAST-IRON PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED
 NO0471'LELACHEUR NO 1 1933.
 NO0471'
 NO0471'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0471'AND IS ABOUT 14 FEET BELOW STATION ELEVATION.  IT IS A STANDARD
 NO0471'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF A
 NO0471'4-INCH CAST-IRON PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED
 NO0471'LELACHEUR NO 2 1933.
 NO0471'
 NO0471'AZIMUTH MARK IS ON THE CREST OF A LOW SAND RIDGE AND IN AN
 NO0471'EAST-WEST FENCE LINE.  IT IS A STANDARD U.S.C. AND G.S. DISK
 NO0471'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE THAT PROJECTS
 NO0471'13 INCHES.  IT IS STAMPED LELACHEUR AZIMUTH 1933
 NO0471'
 NO0471'TO REACH THE STATION FROM THE VILLAGE OF MULLEN, GO NORTH
 NO0471'ON THE G.P. HIGHWAY FOR 10.5 MILES TO A GATE ON THE LEFT AND
 NO0471'A ROAD GOING WEST, (0.45 MILE NORTH OF A SCHOOL HOUSE) TURN
 NO0471'LEFT, WEST, AND FOLLOW TRACK ROAD FOR 2.3 MILES TO A RANCH
 NO0471'HOUSE PASS THROUGH CORRALS AND CONTINUE WEST ON DIM TRACK
 NO0471'ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE WEST
 NO0471'0.4 MILE TO A FENCE CORNER, TURN LEFT, SOUTH, AND DRIVE UP
 NO0471'STEEP SLOPE ACROSS COUNTRY FOR 0.55 MILE TO AN EAST-WEST FENCE
 NO0471'LINE, CROSS THROUGH FENCE AND CONTINUE ABOUT 300 YARDS TO THE
 NO0471'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0471'
 NO0471'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 300 YARDS
 NO0471'TO A FENCE LINE, TURN RIGHT, EAST, AND FOLLOW ALONG FENCE
 NO0471'LINE FOR 0.3 MILE TO THE AZIMUTH MARK IN FENCE LINE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0447 ***********************************************************************
 MM0447  DESIGNATION -  LENA
 MM0447  PID         -  MM0447
 MM0447  STATE/COUNTY-  NE/ARTHUR
 MM0447  COUNTRY     -  US
 MM0447  USGS QUAD   -  LENA (2017)
 MM0447
 MM0447                         *CURRENT SURVEY CONTROL
 MM0447  ______________________________________________________________________
 MM0447* NAD 83(1995) POSITION- 41 41 45.98496(N) 101 28 52.42676(W)   ADJUSTED
 MM0447* NAVD 88 ORTHO HEIGHT -  1182.    (meters)     3878.    (feet) SCALED
 MM0447  ______________________________________________________________________
 MM0447  GEOID HEIGHT    -        -20.318 (meters)                     GEOID18
 MM0447  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 MM0447  HORZ ORDER      -  SECOND
 MM0447
 MM0447.The horizontal coordinates were established by classical geodetic methods
 MM0447.and adjusted by the National Geodetic Survey in August 1997.
 MM0447
 MM0447.The orthometric height was scaled from a topographic map.
 MM0447
 MM0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0447.GEOID18 height accuracy estimate available here.
 MM0447
 MM0447.Click photographs - Photos may exist for this station.
 MM0447
 MM0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0447
 MM0447. The following values were computed from the NAD 83(1995) position.
 MM0447
 MM0447;                    North         East     Units Scale Factor Converg.
 MM0447;SPC NE       -   207,871.220   376,744.278   MT  0.99966409   -0 58 53.8
 MM0447;SPC NE       -   681,990.83  1,236,035.19   sFT  0.99966409   -0 58 53.8
 MM0447;UTM  14      - 4,619,011.028   293,528.113   MT  1.00012463   -1 39 03.8
 MM0447
 MM0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0447!SPC NE       -   0.99981776  x   0.99966409  =   0.99948191
 MM0447!UTM  14      -   0.99981776  x   1.00012463  =   0.99994236
 MM0447
 MM0447:                Primary Azimuth Mark                     Grid Az
 MM0447:SPC NE       -  LENA AZ MK                               010 25 19.2
 MM0447:UTM  14      -  LENA AZ MK                               011 05 29.2
 MM0447
 MM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9352819011(NAD 83)
 MM0447
 MM0447|---------------------------------------------------------------------|
 MM0447| PID    Reference Object                     Distance      Geod. Az  |
 MM0447|                                                           dddmmss.s |
 MM0447| CP7588 LENA AZ MK                                         0092625.4 |
 MM0447| CP7589 LENA RM 1                            10.700 METERS 09405     |
 MM0447| CP7590 LENA RM 2                            13.785 METERS 20558     |
 MM0447|---------------------------------------------------------------------|
 MM0447
 MM0447                          SUPERSEDED SURVEY CONTROL
 MM0447
 MM0447  NAD 83(1986)-  41 41 45.98580(N)    101 28 52.43159(W) AD(       ) 2
 MM0447  NAD 27      -  41 41 46.02100(N)    101 28 50.81600(W) AD(       ) 2
 MM0447
 MM0447.Superseded values are not recommended for survey control.
 MM0447
 MM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0447.See file dsdata.pdf to determine how the superseded data were derived.
 MM0447
 MM0447_MARKER: DS = TRIANGULATION STATION DISK
 MM0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0447_STAMPING: LENA 1946
 MM0447_MARK LOGO: CGS
 MM0447_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0447
 MM0447  HISTORY     - Date     Condition        Report By
 MM0447  HISTORY     - 1946     MONUMENTED       CGS
 MM0447
 MM0447                          STATION DESCRIPTION
 MM0447
 MM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0447'LOCATED ABOUT 24.5 MILES, AIRLINE, SOUTH OF WHITMAN AND ABOUT
 MM0447'11 MILES, AIRLINE, NORTHWEST OF THE FLATS STORE AND POST OFFICE,
 MM0447'NEAR THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS 25 FEET
 MM0447'SOUTHWEST OF THE HIGHEST POINT OF THE HILL.  THERE IS A LARGE
 MM0447'SAND BLOW ON THE NORTH SIDE OF THE HILL.  IT IS A STANDARD
 MM0447'DISK, STAMPED LENA 1946, WELDED ON THE TOP OF A 3-INCH IRON
 MM0447'PIPE PROJECTING 1 FOOT.
 MM0447'
 MM0447'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND ABOUT
 MM0447'12 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK, STAMPED
 MM0447'LENA NO 1 1946, WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 MM0447'1 FOOT.
 MM0447'
 MM0447'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND
 MM0447'ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 MM0447'STAMPED LENA NO 2 1946, WELDED ON THE TOP OF A 3-INCH IRON
 MM0447'PIPE PROJECTING 1 FOOT.
 MM0447'
 MM0447'AZIMUTH MARK IS LOCATED ON A LOW ROUND GRASSY KNOLL ON THE FIRST
 MM0447'RIDGE NORTH OF THE STATION.  IT IS 2.5 FEET SOUTH OF A 2 IN BY
 MM0447'4 IN WITNESS POST PROJECTING 3 FEET.  IT IS A STANDARD DISK,
 MM0447'STAMPED LENA 1946, WELDED ON THE TOP OF A 3-INCH IRON PIPE
 MM0447'PROJECTING 1 FOOT.
 MM0447'
 MM0447'REACHED FROM THE POST OFFICE IN FLATS--GO WEST ON SAND ROAD FOR
 MM0447'0.85 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON SAND ROAD AND
 MM0447'GO 4.7 MILES TO A FORK.  TAKE RIGHT FORK KEEPING TO THE NORTH OF A
 MM0447'SMALL LAKE, AND GO 1.6 MILES TO A FORK.  TAKE LEFT FORK AND GO
 MM0447'3.7 MILES TO A FORK, THIS IS ABOUT 0.2 MILE EAST OF A RANCH
 MM0447'HOUSE.  TAKE RIGHT FORK AND GO FOR 0.65 MILES TO A FORK.  THIS
 MM0447'FORK IS 0.55 MILES SOUTH OF A LARGE STUCCO HOUSE.  TURN SHARP
 MM0447'LEFT AND GO 1.6 MILES, ACROSS HAY FIELD, TO A FORK.  TAKE
 MM0447'RIGHT FORK FOR 0.1 TO A WIRE GATE.  PASS THROUGH GATE AND GO
 MM0447'0.15 MILE TO A REVERSE FORK.  KEEP RIGHT ON MAIN TRAVELED ROAD
 MM0447'FOR 1.3 MILES TO A WIRE GATE IN A RANCH YARD.  CONTINUE
 MM0447'WEST ON TRACK ROAD FOR 0.85 MILE.  HERE LEAVE ROAD, TURNING
 MM0447'LEFT AND GO 0.6 MILE TO THE AZIMUTH MARK.  CONTINUE FOR 0.3
 MM0447'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 MM0447'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0448 ***********************************************************************
 MM0448  DESIGNATION -  LENA 2
 MM0448  PID         -  MM0448
 MM0448  STATE/COUNTY-  NE/ARTHUR
 MM0448  COUNTRY     -  US
 MM0448  USGS QUAD   -  LENA (2017)
 MM0448
 MM0448                         *CURRENT SURVEY CONTROL
 MM0448  ______________________________________________________________________
 MM0448* NAD 83(1995) POSITION- 41 41 46.63248(N) 101 28 51.83366(W)   ADJUSTED
 MM0448* NAVD 88 ORTHO HEIGHT -  1181.4   (meters)     3876.    (feet) VERTCON
 MM0448  ______________________________________________________________________
 MM0448  GEOID HEIGHT    -        -20.318 (meters)                     GEOID18
 MM0448  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC18
 MM0448  HORZ ORDER      -  FIRST
 MM0448
 MM0448.The horizontal coordinates were established by classical geodetic methods
 MM0448.and adjusted by the National Geodetic Survey in August 1997.
 MM0448
 MM0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0448
 MM0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0448.GEOID18 height accuracy estimate available here.
 MM0448
 MM0448.Click photographs - Photos may exist for this station.
 MM0448
 MM0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0448
 MM0448. The following values were computed from the NAD 83(1995) position.
 MM0448
 MM0448;                    North         East     Units Scale Factor Converg.
 MM0448;SPC NE       -   207,890.953   376,758.328   MT  0.99966410   -0 58 53.4
 MM0448;SPC NE       -   682,055.57  1,236,081.28   sFT  0.99966410   -0 58 53.4
 MM0448;UTM  14      - 4,619,030.605   293,542.400   MT  1.00012456   -1 39 03.4
 MM0448
 MM0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0448!SPC NE       -   0.99981791  x   0.99966410  =   0.99948208
 MM0448!UTM  14      -   0.99981791  x   1.00012456  =   0.99994245
 MM0448
 MM0448:                Primary Azimuth Mark                     Grid Az
 MM0448:SPC NE       -  LENA AZ MK                               009 03 47.8
 MM0448:UTM  14      -  LENA AZ MK                               009 43 57.8
 MM0448
 MM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9354219030(NAD 83)
 MM0448
 MM0448|---------------------------------------------------------------------|
 MM0448| PID    Reference Object                     Distance      Geod. Az  |
 MM0448|                                                           dddmmss.s |
 MM0448| CP7588 LENA AZ MK                                         0080454.4 |
 MM0448| CP7591 LENA 2 RM 3                          12.375 METERS 02054     |
 MM0448| CP7592 LENA 2 RM 4                          14.528 METERS 18623     |
 MM0448|---------------------------------------------------------------------|
 MM0448
 MM0448                          SUPERSEDED SURVEY CONTROL
 MM0448
 MM0448  NAD 83(1986)-  41 41 46.63366(N)    101 28 51.83850(W) AD(       ) 1
 MM0448  NAD 27      -  41 41 46.66790(N)    101 28 50.21597(W) AD(       ) 1
 MM0448  NGVD 29 (07/19/86) 1181.0    (m)         3875.     (f) VERT ANG       
 MM0448
 MM0448.Superseded values are not recommended for survey control.
 MM0448
 MM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0448.See file dsdata.pdf to determine how the superseded data were derived.
 MM0448
 MM0448_MARKER: DS = TRIANGULATION STATION DISK
 MM0448_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0448_STAMPING: LENA 2 1973
 MM0448_MARK LOGO: CGS
 MM0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0448
 MM0448  HISTORY     - Date     Condition        Report By
 MM0448  HISTORY     - 1973     MONUMENTED       NGS
 MM0448
 MM0448                          STATION DESCRIPTION
 MM0448
 MM0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0448'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF ARTHUR, 8.5
 MM0448'MILES SOUTH OF THE DISMAL RIVER, 4 MILES WEST OF BROWN LAKE
 MM0448'AND ON THE HIGHEST SAND HILL IN AREA.  IT IS ON THE PROPERTY OF
 MM0448'MR. WAYNE MOOMBER.
 MM0448'
 MM0448'TO REACH FROM THE POST OFFICE IN ARTHUR, GO EASTERLY ON
 MM0448'STATE HIGHWAY 92 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAYS
 MM0448'92 AND 61.  KEEP RIGHT AND GO EASTERLY ON STATE HIGHWAY 92 FOR 4.7
 MM0448'MILES TO A SURFACED SIDE ROAD LEFT.  CONTINUE EASTERLY ON STATE
 MM0448'HIGHWAY 92 FOR 5.9 MILES TO A SURFACED ROAD LEFT.  TURN LEFT AND
 MM0448'GO NORTHERLY ON THE WINDING SURFACED ROAD FOR 8.5 MILES TO A
 MM0448'FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON GRAVELED ROAD FOR
 MM0448'0.3 TO A RANCH HOUSE ON RIGHT.  CONTINUE WEST ON A TRACK ROAD FOR
 MM0448'0.1 MILE TO A GATE AND WINDMILL.  PASS THROUGH THE GATE AND GO
 MM0448'WEST ON THE TRACK ROAD FOR 1.0 MILE TO A DIM TRACK ROAD LEFT.
 MM0448'TURN LEFT AND GO SOUTHWEST ON DIM TRACK ROAD FOR 0.5 MILE.
 MM0448'(TO REACH THE AZIMUTH MARK FROM HERE, GO NORTHEAST ACROSS
 MM0448'PASTURE FOR 0.1 MILE TO THE MARK ON TOP OF A LOW RIDGE.)
 MM0448'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2 MILE.  TURN RIGHT AND
 MM0448'GO WESTERLY UP THE RIDGE FOR 0.1 MILE.  HERE TURN RIGHT
 MM0448'AND GO NORTH UP THE STEEP HILL FOR 0.05 MILE TO END OF TRUCK
 MM0448'TRAVEL.  FROM HERE PACK NORTH TO THE TOP OF SAND HILL AND
 MM0448'STATION AS DESCRIBED.  ABOUT A 150 FOOT PACK.
 MM0448'
 MM0448'STATION IS A STANDARD DISK STAMPED LENA 2 1973, SET IN THE
 MM0448'TOP OF A 4-INCH PRECAST CONCRETE TILE WHICH PROJECTS 8 INCHES
 MM0448'ABOVE GROUND SURFACE.  IT IS 5 FEET WEST OF A METAL WITNESS POST
 MM0448'WITH SIGN ATTACHED AND ON THE HIGHEST POINT OF SAND HILL.
 MM0448'
 MM0448'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LENA 2 NO 3
 MM0448'1973, SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE WHICH
 MM0448'PROJECTS 12 INCHES ABOVE GROUND SURFACE.  IT IS 44 FEET NORTH OF A
 MM0448'METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 3 FEET LOWER
 MM0448'THAN THE STATION.
 MM0448'
 MM0448'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LENA 2 NO 4 1973,
 MM0448'SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS 8
 MM0448'INCHES ABOVE GROUND SURFACE.  IT IS 44 FEET SOUTH OF A METAL
 MM0448'WITNESS POST, SIGN ATTACHED, ABOUT 2 FEET LOWER THAN THE STATION.
 MM0448'
 MM0448'AZIMUTH MARK IS A STANDARD DISK STAMPED LENA 1946, WELDED
 MM0448'ON TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE
 MM0448'GROUND SURFACE.  IT IS 1 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS
 MM0448'POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0478 ***********************************************************************
 MN0478  DESIGNATION -  LENZEN
 MN0478  PID         -  MN0478
 MN0478  STATE/COUNTY-  NE/CHEYENNE
 MN0478  COUNTRY     -  US
 MN0478  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0478
 MN0478                         *CURRENT SURVEY CONTROL
 MN0478  ______________________________________________________________________
 MN0478* NAD 83(1995) POSITION- 41 06 46.74247(N) 102 52 42.45557(W)   ADJUSTED
 MN0478* NAVD 88 ORTHO HEIGHT -  1281.7   (meters)     4205.    (feet) VERTCON
 MN0478  ______________________________________________________________________
 MN0478  GEOID HEIGHT    -        -19.840 (meters)                     GEOID18
 MN0478  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 MN0478  HORZ ORDER      -  SECOND
 MN0478
 MN0478.The horizontal coordinates were established by classical geodetic methods
 MN0478.and adjusted by the National Geodetic Survey in August 1997.
 MN0478
 MN0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0478
 MN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0478.GEOID18 height accuracy estimate available here.
 MN0478
 MN0478.Click photographs - Photos may exist for this station.
 MN0478
 MN0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0478
 MN0478. The following values were computed from the NAD 83(1995) position.
 MN0478
 MN0478;                    North         East     Units Scale Factor Converg.
 MN0478;SPC NE       -   146,097.355   258,355.808   MT  0.99968196   -1 54 27.2
 MN0478;SPC NE       -   479,321.07    847,622.35   sFT  0.99968196   -1 54 27.2
 MN0478;UTM  13      - 4,553,468.471   678,125.327   MT  0.99999051   +1 23 43.4
 MN0478
 MN0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0478!SPC NE       -   0.99980211  x   0.99968196  =   0.99948413
 MN0478!UTM  13      -   0.99980211  x   0.99999051  =   0.99979262
 MN0478
 MN0478:                Primary Azimuth Mark                     Grid Az
 MN0478:SPC NE       -  LENZEN AZ MK                             185 09 44.6
 MN0478:UTM  13      -  LENZEN AZ MK                             181 51 34.0
 MN0478
 MN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7812553468(NAD 83)
 MN0478
 MN0478|---------------------------------------------------------------------|
 MN0478| PID    Reference Object                     Distance      Geod. Az  |
 MN0478|                                                           dddmmss.s |
 MN0478| CP7594 LENZEN RM 1                          42.431 METERS 05238     |
 MN0478| CP7595 LENZEN RM 2                          42.879 METERS 12719     |
 MN0478| CP7593 LENZEN AZ MK                                       1831517.4 |
 MN0478| MN0481 SIDNEY COLLIER TV MAST              APPROX.10.7 KM 2305918.1 |
 MN0478| MN0488 SIDNEY RADIO STA KSID TOWER         APPROX. 8.2 KM 2842123.3 |
 MN0478|---------------------------------------------------------------------|
 MN0478
 MN0478                          SUPERSEDED SURVEY CONTROL
 MN0478
 MN0478  NAD 83(1993)-  41 06 46.74254(N)    102 52 42.45553(W) AD(       ) 2
 MN0478  NAD 83(1992)-  41 06 46.73636(N)    102 52 42.45498(W) AD(       ) 2
 MN0478  NAD 83(1986)-  41 06 46.73598(N)    102 52 42.45507(W) AD(       ) 2
 MN0478  NAD 27      -  41 06 46.78760(N)    102 52 40.74100(W) AD(       ) 2
 MN0478  NGVD 29 (07/19/86) 1281.1    (m)         4203.     (f) VERT ANG       
 MN0478
 MN0478.Superseded values are not recommended for survey control.
 MN0478
 MN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0478.See file dsdata.pdf to determine how the superseded data were derived.
 MN0478
 MN0478_MARKER: DS = TRIANGULATION STATION DISK
 MN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0478_STAMPING: LENZEN 1963
 MN0478_MARK LOGO: CGS
 MN0478_PROJECTION: RECESSED 36 CENTIMETERS
 MN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0478+STABILITY: SURFACE MOTION
 MN0478
 MN0478  HISTORY     - Date     Condition        Report By
 MN0478  HISTORY     - 1963     MONUMENTED       CGS
 MN0478
 MN0478                          STATION DESCRIPTION
 MN0478
 MN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0478'THE STATION IS LOCATED IN A CULTIVATED FIELD OWNED BY MR. JEROME
 MN0478'LENZEN, ABOUT 5 MILES SOUTHEAST OF SIDNEY, 5 MILES EAST OF THE
 MN0478'SIDNEY MUNICIPAL AIRPORT AND 3 MILES SOUTH-SOUTHWEST OF COLTON.
 MN0478'
 MN0478'TO REACH THE STATION FROM THE AMERICAN NATIONAL BANK IN SIDNEY,
 MN0478'DRIVE SOUTH ON 10TH AVENUE FOR 2.15 MILES TO THE JUNCTION OF
 MN0478'STATE HIGHWAY 19.  KEEP RIGHT AND CONTINUE SOUTH ON STATE
 MN0478'HIGHWAY 19 FOR 0.45 MILE TO A FORK WHERE THE HIGHWAY CURVES
 MN0478'TO THE RIGHT.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.2 MILE
 MN0478'TO A CROSSROAD.  TURN LEFT AND DRIVE EAST ON A GRAVELED ROAD
 MN0478'FOR 5.0 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE
 MN0478'ROAD.  CONTINUE EAST FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 MN0478'LEFT AND DRIVE NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH
 MN0478'FENCE FOR 0.5 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.
 MN0478'PASS THROUGH THE WIRE GATE AND GO WEST ALONG THE NORTH SIDE
 MN0478'OF THE EAST-WEST FENCE FOR 109 FEET TO THE STATION ON THE
 MN0478'LEFT.
 MN0478'
 MN0478'THE STATION MARK IS A STANDARD DISK, STAMPED LENZEN 1963, SET
 MN0478'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND SET 14 INCHES BELOW THE SURFACE OF
 MN0478'THE GROUND.  IT IS 109 FEET WEST OF A T-FENCE AND WIRE GATE
 MN0478'AND 6.0 FEET NORTH OF AN EAST-WEST FENCE.
 MN0478'
 MN0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LENZEN NO 1 1963,
 MN0478'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND
 MN0478'SURFACE.  IT IS 89 FEET NORTH OF A T-FENCE AND WIRE GATE AND
 MN0478'1.0 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0478'
 MN0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LENZEN NO 2 1963,
 MN0478'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0478'SURFACE.  IT IS 81 FEET SOUTH OF A T-FENCE AND A WIRE GATE AND
 MN0478'1.0 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0478'
 MN0478'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LENZEN 1963, SET
 MN0478'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0478'SURFACE.  IT IS 35 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MN0478'GRAVELED ROAD, 1.6 FEET NORTH OF AN EAST-WEST FENCE, 1-1/2
 MN0478'FEET WEST-SOUTHWEST OF A POWER POLE AND 1.3 FEET NORTHEAST OF A
 MN0478'METAL WITNESS POST WITH A SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0513 ***********************************************************************
 MN0513  DESIGNATION -  LETAN
 MN0513  PID         -  MN0513
 MN0513  STATE/COUNTY-  NE/MORRILL
 MN0513  COUNTRY     -  US
 MN0513  USGS QUAD   -  RUSH LAKE (2017)
 MN0513
 MN0513                         *CURRENT SURVEY CONTROL
 MN0513  ______________________________________________________________________
 MN0513* NAD 83(1995) POSITION- 41 59 20.06981(N) 102 51 22.32518(W)   ADJUSTED
 MN0513* NAVD 88 ORTHO HEIGHT -  1258.    (meters)     4127.    (feet) SCALED
 MN0513  ______________________________________________________________________
 MN0513  GEOID HEIGHT    -        -18.925 (meters)                     GEOID18
 MN0513  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 MN0513  HORZ ORDER      -  SECOND
 MN0513
 MN0513.The horizontal coordinates were established by classical geodetic methods
 MN0513.and adjusted by the National Geodetic Survey in August 1997.
 MN0513
 MN0513.The orthometric height was scaled from a topographic map.
 MN0513
 MN0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0513.GEOID18 height accuracy estimate available here.
 MN0513
 MN0513.Click photographs - Photos may exist for this station.
 MN0513
 MN0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0513
 MN0513. The following values were computed from the NAD 83(1995) position.
 MN0513
 MN0513;                    North         East     Units Scale Factor Converg.
 MN0513;SPC NE       -   243,234.239   263,435.886   MT  0.99969408   -1 53 34.1
 MN0513;SPC NE       -   798,011.00    864,289.24   sFT  0.99969408   -1 53 34.1
 MN0513;UTM  13      - 4,650,767.775   677,579.551   MT  0.99998804   +1 26 04.4
 MN0513
 MN0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0513!SPC NE       -   0.99980576  x   0.99969408  =   0.99949990
 MN0513!UTM  13      -   0.99980576  x   0.99998804  =   0.99979381
 MN0513
 MN0513:                Primary Azimuth Mark                     Grid Az
 MN0513:SPC NE       -  3969                                     358 23 01.2
 MN0513:UTM  13      -  3969                                     355 03 22.7
 MN0513
 MN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7757950767(NAD 83)
 MN0513
 MN0513|---------------------------------------------------------------------|
 MN0513| PID    Reference Object                     Distance      Geod. Az  |
 MN0513|                                                           dddmmss.s |
 MN0513| CP7598 LETAN RM 1                           16.527 METERS 11439     |
 MN0513| CP7599 LETAN RM 2                           13.906 METERS 31953     |
 MN0513| CP7415 3969                                               3562927.1 |
 MN0513|---------------------------------------------------------------------|
 MN0513
 MN0513                          SUPERSEDED SURVEY CONTROL
 MN0513
 MN0513  NAD 83(1993)-  41 59 20.06941(N)    102 51 22.32538(W) AD(       ) 2
 MN0513  NAD 83(1986)-  41 59 20.06650(N)    102 51 22.32428(W) AD(       ) 2
 MN0513  NAD 27      -  41 59 20.17300(N)    102 51 20.59700(W) AD(       ) 2
 MN0513
 MN0513.Superseded values are not recommended for survey control.
 MN0513
 MN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0513.See file dsdata.pdf to determine how the superseded data were derived.
 MN0513
 MN0513_MARKER: DD = SURVEY DISK
 MN0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0513
 MN0513  HISTORY     - Date     Condition        Report By
 MN0513  HISTORY     - 1946     MONUMENTED       USGS
 MN0513
 MN0513                          STATION DESCRIPTION
 MN0513
 MN0513'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 MN0513'LOCATED ABOUT 5 MILES, AIRLINE, SOUTH OF ALLIANCE AND ABOUT
 MN0513'4.5 MILES, AIRLINE EAST-SOUTHEAST OF THE LETAN STOCK YARDS,
 MN0513'ON THE HIGHEST PART OF A SAND HILL IN A PASTURE.  IT IS A
 MN0513'USGS BENCH MARK, STAMPED LETAN 1946, SET IN THE TOP OF A 6-INCH
 MN0513'SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MN0513'
 MN0513'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK, STAMPED
 MN0513'LETAN NO 1 1946, SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE
 MN0513'POST PROJECTING 1.5 FEET
 MN0513'
 MN0513'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK DISK, STAMPED
 MN0513'LETAN NO 2 1946, SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE
 MN0513'POST PROJECTING 15 INCHES.
 MN0513'
 MN0513'USGS BENCH MARK 3969 WAS USED AS THE AZIMUTH MARK.  IT IS 28
 MN0513'FEET NORTH OF A FENCE CORNER, 52 FEET SOUTH OF THE CENTER LINE
 MN0513'OF THE EAST-WEST ROAD AND 3 FEET NORTH OF A TELEPHONE POLE.
 MN0513'IT IS A CAP DISK RIVETED ON TOP OF A 4-INCH IRON PIPE PROJECTING
 MN0513'15 INCHES.
 MN0513'
 MN0513'TO REACH FROM THE STOP LIGHT IN THE CENTER OF ALLIANCE, GO
 MN0513'EAST ON STATE HIGHWAYS 2 AND 19 FOR 0.55 MILE TO POTASH STREET,
 MN0513'TURN RIGHT ON POTASH STREET AND 0.5 MILE TO A T INTERSECTION,
 MN0513'TURN LEFT, EAST, AND GO 0.1 MILE TO A SIDE ROAD RIGHT AT
 MN0513'THE SOUTH SIDE OF THE RODEO GROUNDS.  TURN RIGHT AND GO 6.3
 MN0513'MILES TO THE AZIMUTH MARK ON THE LEFT AND A FORK.  TAKE RIGHT
 MN0513'FORK AND GO 0.3 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 MN0513'TURN SHARP LEFT AND GO 0.55 MILE TO A WINDMILL IN A FENCE
 MN0513'CORNER.  HERE TURN LEFT AND WORK WAY UP HILL FOR 0.35 MILE TO
 MN0513'A FENCE LINE.  TAKE FENCE LINE DOWN AND CONTINUE 0.1 MILE
 MN0513'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1276 ***********************************************************************
 MJ1276  DESIGNATION -  LEVEE
 MJ1276  PID         -  MJ1276
 MJ1276  STATE/COUNTY-  NE/DOUGLAS
 MJ1276  COUNTRY     -  US
 MJ1276  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1276
 MJ1276                         *CURRENT SURVEY CONTROL
 MJ1276  ______________________________________________________________________
 MJ1276* NAD 83(1995) POSITION- 41 18 12.03471(N) 095 52 50.89015(W)   ADJUSTED
 MJ1276* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 MJ1276  ______________________________________________________________________
 MJ1276  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 MJ1276  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 MJ1276  HORZ ORDER      -  THIRD
 MJ1276
 MJ1276.The horizontal coordinates were established by classical geodetic methods
 MJ1276.and adjusted by the National Geodetic Survey in August 1997.
 MJ1276
 MJ1276.The orthometric height was scaled from a topographic map.
 MJ1276
 MJ1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1276.GEOID18 height accuracy estimate available here.
 MJ1276
 MJ1276.Click photographs - Photos may exist for this station.
 MJ1276
 MJ1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1276
 MJ1276. The following values were computed from the NAD 83(1995) position.
 MJ1276
 MJ1276;                    North         East     Units Scale Factor Converg.
 MJ1276;SPC NE       -   171,422.044   844,729.545   MT  0.99966481   +2 43 47.2
 MJ1276;SPC NE       -   562,407.16  2,771,416.85   sFT  0.99966481   +2 43 47.2
 MJ1276;UTM  15      - 4,576,435.681   258,820.999   MT  1.00031592   -1 54 08.6
 MJ1276
 MJ1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1276!SPC NE       -   0.99995744  x   0.99966481  =   0.99962226
 MJ1276!UTM  15      -   0.99995744  x   1.00031592  =   1.00027335
 MJ1276
 MJ1276:                Primary Azimuth Mark                     Grid Az
 MJ1276:SPC NE       -  LEVEE AZ MK                              174 49 25.9
 MJ1276:UTM  15      -  LEVEE AZ MK                              179 27 21.7
 MJ1276
 MJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5882076435(NAD 83)
 MJ1276
 MJ1276|---------------------------------------------------------------------|
 MJ1276| PID    Reference Object                     Distance      Geod. Az  |
 MJ1276|                                                           dddmmss.s |
 MJ1276| CL7293 LEVEE RM 1                           29.152 METERS 07145     |
 MJ1276| MJ1247 OMAHA DES MOINES GRN 3 AWY BCN      APPROX. 2.0 KM 0903724.6 |
 MJ1276| CL7292 LEVEE AZ MK                                        1773313.1 |
 MJ1276| MJ1272 OMAHA MUNICIPAL AIRPORT AIR BN      APPROX. 1.8 KM 2444418.2 |
 MJ1276| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 4.8 KM 2574008.6 |
 MJ1276| CL7294 LEVEE RM 2                           28.403 METERS 34339     |
 MJ1276|---------------------------------------------------------------------|
 MJ1276
 MJ1276                          SUPERSEDED SURVEY CONTROL
 MJ1276
 MJ1276  NAD 83(1986)-  41 18 12.04316(N)    095 52 50.89114(W) AD(       ) 3
 MJ1276  NAD 27      -  41 18 12.05100(N)    095 52 49.84600(W) AD(       ) 3
 MJ1276
 MJ1276.Superseded values are not recommended for survey control.
 MJ1276
 MJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1276.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1276
 MJ1276_MARKER: DS = TRIANGULATION STATION DISK
 MJ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1276_STAMPING: LEVEE 1947
 MJ1276_MARK LOGO: CGS
 MJ1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1276+STABILITY: SURFACE MOTION
 MJ1276
 MJ1276  HISTORY     - Date     Condition        Report By
 MJ1276  HISTORY     - 1947     MONUMENTED       CGS
 MJ1276  HISTORY     - 1961     MARK NOT FOUND   CGS
 MJ1276
 MJ1276                          STATION DESCRIPTION
 MJ1276
 MJ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1276'THE STATION IS LOCATED ON THE EAST EDGE OF THE LEVEE, NEAR THE
 MJ1276'NORTHEAST CORNER OF THE OMAHA MUNICIPAL AIRPORT.  IT IS 52 FEET
 MJ1276'SOUTH OF A DIM ROAD LEADING EAST, AND 19 FEET EAST OF THE
 MJ1276'CENTERLINE OF THE ROAD ON THE LEVEE.  THE MARK PROJECTS 2 INCHES
 MJ1276'AND THE DISK IS STAMPED LEVEE 1947.
 MJ1276'
 MJ1276'REFERENCE MARK NO. 1 IS 95.64 FEET EAST-NORTHEAST OF THE STATION
 MJ1276'AND 15 FEET NORTH OF DIM ROAD LEADING EAST.  THE MARK PROJECTS
 MJ1276'4 INCHES AND THE DISK IS STAMPED LEVEE NO 1 1947.
 MJ1276'
 MJ1276'REFERENCE MARK NO. 2 IS 93.18 FEET NORTH OF THE STATION, 41 FEET
 MJ1276'NORTH OF DIM ROAD LEADING EAST AND 33 FEET EAST OF THE CENTERLINE
 MJ1276'OF THE ROAD ON LEVEE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MJ1276'STAMPED LEVEE NO 2 1947.
 MJ1276'
 MJ1276'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 MJ1276'53 FEET EAST OF THE BOUNDARY FENCE OF AIRFIELD AND 20 FEET WEST
 MJ1276'OF THE CENTERLINE OF THE ROAD ON LEVEE.  THE MARK PROJECTS 6 INCHES
 MJ1276'AND THE DISK IS STAMPED LEVEE 1947.
 MJ1276'
 MJ1276'TO REACH FROM THE CORNER OF 16TH AND DOUGLAS STREETS IN OMAHA, GO
 MJ1276'NORTH ON 16TH STREET 1.9 MILES TO LOCUST STREET, TURN LEFT ON
 MJ1276'LOCUST STREET FOR 1.8 MILES TO 21ST STREET, TURN LEFT (NORTH) ON
 MJ1276'21ST STREET FOR 0.2 MILE TO ADAMS STREET, TURN RIGHT ON ADAMS
 MJ1276'STREET FOR 0.85 MILE TO LEVEE, TURN LEFT ALONG WEST SIDE OF LEVEE
 MJ1276'FOR 0.25 MILE TO A T STREET LEFT, BEAR RIGHT ON TRACK ROAD TO
 MJ1276'TOP OF LEVEE, FOLLOW TOP OF LEVEE FOR 1.0 MILE TO THE STATION ON
 MJ1276'THE RIGHT AT DIM ROAD LEADING EAST.
 MJ1276'
 MJ1276'TO REACH AZIMUTH FROM THE STATION, GO SOUTH-SOUTHWEST ALONG THE
 MJ1276'TOP OF LEVEE FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 MJ1276'
 MJ1276'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1276
 MJ1276                          STATION RECOVERY (1961)
 MJ1276
 MJ1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1276'THE STATION WAS NOT RECOVERED THIS DATE.  A THOROUGH SEARCH WAS
 MJ1276'MADE FOR THE STATION, REFERENCE MARKS, AND AZIMUTH MARK.  THE LEVEE
 MJ1276'UPON WHICH THE STATION IS LOCATED HAS BEEN BUILT UP AND IT IS
 MJ1276'PRESUMED THAT THE MARKS WERE EITHER COVERED BY THE ADDITION OR MAY
 MJ1276'HAVE BEEN KNOCKED OUT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1361 ***********************************************************************
 MJ1361  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1361  PACS        -  This is a Primary Airport Control Station.
 MJ1361  DESIGNATION -  LEVEE
 MJ1361  PID         -  MJ1361
 MJ1361  STATE/COUNTY-  NE/DOUGLAS
 MJ1361  COUNTRY     -  US
 MJ1361  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1361
 MJ1361                         *CURRENT SURVEY CONTROL
 MJ1361  ______________________________________________________________________
 MJ1361* NAD 83(2011) POSITION- 41 19 00.49997(N) 095 54 47.20231(W)   ADJUSTED
 MJ1361* NAD 83(2011) ELLIP HT-   276.798 (meters)        (06/27/12)   ADJUSTED
 MJ1361* NAD 83(2011) EPOCH   -  2010.00
 MJ1361* NAVD 88 ORTHO HEIGHT -   304.633 (meters)      999.45  (feet) ADJUSTED
 MJ1361  ______________________________________________________________________
 MJ1361  GEOID HEIGHT    -        -27.830 (meters)                     GEOID18
 MJ1361  NAD 83(2011) X  -   -494,253.993 (meters)                     COMP
 MJ1361  NAD 83(2011) Y  - -4,772,116.212 (meters)                     COMP
 MJ1361  NAD 83(2011) Z  -  4,189,095.296 (meters)                     COMP
 MJ1361  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 MJ1361  DYNAMIC HEIGHT  -        304.504 (meters)      999.03  (feet) COMP
 MJ1361  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 MJ1361
 MJ1361  VERT ORDER      -  FIRST     CLASS II
 MJ1361
 MJ1361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MJ1361  Standards:
 MJ1361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MJ1361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MJ1361  -------------------------------------------------------------------
 MJ1361  NETWORK    0.54   1.53           0.26   0.16   0.78     -0.00638826
 MJ1361  -------------------------------------------------------------------
 MJ1361  Click here for local accuracies and other accuracy information.
 MJ1361
 MJ1361.This mark is at Eppley Airfield Airport (OMA)
 MJ1361
 MJ1361.The horizontal coordinates were established by GPS observations
 MJ1361.and adjusted by the National Geodetic Survey in June 2012.
 MJ1361
 MJ1361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MJ1361.been affixed to the stable North American tectonic plate. See 
 MJ1361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MJ1361
 MJ1361.The horizontal coordinates are valid at the epoch date displayed above
 MJ1361.which is a decimal equivalence of Year/Month/Day.
 MJ1361
 MJ1361.The orthometric height was determined by differential leveling and
 MJ1361.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1361.in June 1991.
 MJ1361
 MJ1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1361.GEOID18 height accuracy estimate available here.
 MJ1361
 MJ1361.Click photographs - Photos may exist for this station.
 MJ1361
 MJ1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1361
 MJ1361.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1361
 MJ1361.The ellipsoidal height was determined by GPS observations
 MJ1361.and is referenced to NAD 83.
 MJ1361
 MJ1361.The dynamic height is computed by dividing the NAVD 88
 MJ1361.geopotential number by the normal gravity value computed on the
 MJ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1361.degrees latitude (g = 980.6199 gals.).
 MJ1361
 MJ1361.The modeled gravity was interpolated from observed gravity values.
 MJ1361
 MJ1361. The following values were computed from the NAD 83(2011) position.
 MJ1361
 MJ1361;                    North         East     Units Scale Factor Converg.
 MJ1361;SPC NE       -   172,786.707   841,957.054   MT  0.99966401   +2 42 30.1
 MJ1361;SPC NE       -   566,884.39  2,762,320.77   sFT  0.99966401   +2 42 30.1
 MJ1361;UTM  15      - 4,578,020.844   256,166.029   MT  1.00033177   -1 55 27.3
 MJ1361
 MJ1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1361!SPC NE       -   0.99995658  x   0.99966401  =   0.99962061
 MJ1361!UTM  15      -   0.99995658  x   1.00033177  =   1.00028834
 MJ1361
 MJ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5616678020(NAD 83)
 MJ1361
 MJ1361                          SUPERSEDED SURVEY CONTROL
 MJ1361
 MJ1361  NAD 83(2007)-  41 19 00.49997(N)    095 54 47.20291(W) AD(2002.00) 0
 MJ1361  ELLIP H (02/10/07)  276.818  (m)                       GP(2002.00)    
 MJ1361  ELLIP H (09/24/01)  276.806  (m)                       GP(       ) 4 1
 MJ1361  NAD 83(1995)-  41 19 00.49999(N)    095 54 47.20236(W) AD(       ) B
 MJ1361  ELLIP H (06/25/96)  276.868  (m)                       GP(       ) 1 1
 MJ1361  NAD 83(1986)-  41 19 00.50791(N)    095 54 47.20560(W) AD(       ) 1
 MJ1361  NAVD 88             304.63   (m)          999.4    (f) LEVELING    3  
 MJ1361  NGVD 29             304.50   (m)          999.0    (f) LEVELING    3  
 MJ1361  NGVD 29 (02/23/90)  304.66   (m)  RAPSU86  model used  GPS OBS        
 MJ1361
 MJ1361.Superseded values are not recommended for survey control.
 MJ1361
 MJ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1361.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1361
 MJ1361_MARKER: F = FLANGE-ENCASED ROD
 MJ1361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1361_STAMPING: LEVEE 1989
 MJ1361_MARK LOGO: NGS
 MJ1361_PROJECTION: RECESSED 10 CENTIMETERS
 MJ1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1361+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2020
 MJ1361_ROD/PIPE-DEPTH: 15.6 meters
 MJ1361_SLEEVE-DEPTH  : 0.76 meters
 MJ1361
 MJ1361  HISTORY     - Date     Condition        Report By
 MJ1361  HISTORY     - 1989     MONUMENTED       NGS
 MJ1361  HISTORY     - 19890809 GOOD             NGS
 MJ1361  HISTORY     - 19950523 GOOD             NGS
 MJ1361  HISTORY     - 19970815 GOOD             NGS
 MJ1361  HISTORY     - 20111013 GOOD             WOOLPT
 MJ1361  HISTORY     - 20200316 GOOD             RWLSS
 MJ1361
 MJ1361                          STATION DESCRIPTION
 MJ1361
 MJ1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1361'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, ON A LEVEE
 MJ1361'NORTHWEST OF THE TERMINAL BUILDING.  OWNERSHIP--OMAHA AIRPORT
 MJ1361'AUTHORITY, BOX 19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B.
 MJ1361'GREAR, TELEPHONE 402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.
 MJ1361'ADVANCE NOTICE IS REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS
 MJ1361'(AIRPORT SECURITY) FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO
 MJ1361'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1361'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1361'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1361'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1361'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J.
 MJ1361'J. PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1361'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1361'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE
 MJ1361'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1361'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1361'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT
 MJ1361'LEADING TO A SHUTTLE PARKING LOT AND GATE H. TURN LEFT AND GO EAST
 MJ1361'FOR 0.24 KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE
 MJ1361'BUILDING.  PARK AND MEET THE AIRPORT SECURITY ESCORTS.  THE STATION
 MJ1361'MARK IS SET 7.7 M (25.3 FT) EAST OF A SOUTH GATE POST, 7.2 M (23.6
 MJ1361'FT) EAST OF A NORTH GATE POST, 2.4 M (7.9 FT) NORTH-NORTHWEST OF A
 MJ1361'WITNESS POST, AND 2.4 M (7.9 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 MJ1361'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  DESCRIBED BY
 MJ1361'R.D.BALL.
 MJ1361
 MJ1361                          STATION RECOVERY (1989)
 MJ1361
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1361'RECOVERED IN GOOD CONDITION.
 MJ1361
 MJ1361                          STATION RECOVERY (1995)
 MJ1361
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MJ1361'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, ON THE TOP
 MJ1361'CENTER OF A LEVEE NORTHWEST OF THE TERMINAL, ABOUT 0.3 MI (0.5 KM)
 MJ1361'NORTH OF THE AIRPORT POST OFFICE AND NEAR IDA CIRCLE.  A KEY WILL BE
 MJ1361'NEEDED TO OPEN A LOCKED GATE.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX
 MJ1361'19103, OMAHA NE 68119.  AIRPORT MANAGER IS DONALD SMITHEY, PHONE (402)
 MJ1361'422-6800.  CONTACT RALPH HOLTMAN, AIRPORT PLANNING, AT PHONE (402)
 MJ1361'422-6810 FOR ACCESS TO STATION.  TO REACH THE STATION FROM THE
 MJ1361'JUNCTION OF INTERSTATE HIGHWAYS 80 AND 480 IN SOUTH OMAHA, GO NORTH ON
 MJ1361'INTERSTATE HIGHWAY 480 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF U.S.
 MJ1361'HIGHWAY 75 NORTH (EXIT 2C), EXIT ONTO U.S. HIGHWAY 75 AND GO NORTH FOR
 MJ1361'2.8 MI (4.5 KM) TO THE JUNCTION OF THE STORZ EXPRESSWAY, EXIT ONTO THE
 MJ1361'STORZ EXPRESSWAY AND GO EASTERLY FOR 2.25 MI (3.62 KM) TO AN
 MJ1361'INTERSECTION, TURN LEFT AND GO NORTH ON LINDBERG DRIVE FOR 0.1 MI (0.2
 MJ1361'KM) TO THE INTERSECTION OF ABBOTT DRIVE, CONTINUE AHEAD AND GO
 MJ1361'NORTHEAST ON LINDBERG DRIVE FOR 0.1 MI (0.2 KM) TO A PAVED ROAD LEFT,
 MJ1361'TURN LEFT AND GO NORTHERLY ON IDA STREET FOR 0.1 MI (0.2 KM) TO THE
 MJ1361'TOP OF THE LEVEE AND A DIM TRACK ROAD RIGHT, TURN RIGHT AND GO EAST ON
 MJ1361'THE DIM TRACK ROAD ALONG THE TOP OF THE LEVEE FOR 0.1 MI (0.2 KM) TO A
 MJ1361'LOCKED GATE AHEAD, THE STATION AHEAD AND ON THE OTHER SIDE OF CHAIN
 MJ1361'LINK FENCE IN THE CENTER OF THE DIM TRACK ROAD.  THE STATION IS
 MJ1361'RECESSED 0.2 FT (6.1 CM) BELOW DIM TRACK ROAD LEVEL, 25.3 FT (7.7 M)
 MJ1361'EAST OF THE SOUTH GATEPOST, 23.6 FT (7.2 M) EAST-SOUTHEAST OF THE
 MJ1361'NORTH GATEPOST WITH WITNESS POST.  NOTE--THIS STATION WAS USED AS AN
 MJ1361'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MJ1361
 MJ1361                          STATION RECOVERY (1997)
 MJ1361
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1361'AS DESCRIBED.
 MJ1361
 MJ1361                          STATION RECOVERY (2011)
 MJ1361
 MJ1361'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 MJ1361'RECOVERED IN GOOD CONDITION.
 MJ1361
 MJ1361                          STATION RECOVERY (2020)
 MJ1361
 MJ1361'RECOVERY NOTE BY REESE WATER AND LAND SURV SERV 2020 (BY)
 MJ1361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0414 ***********************************************************************
 MN0414  DESIGNATION -  LEWELLEN
 MN0414  PID         -  MN0414
 MN0414  STATE/COUNTY-  NE/GARDEN
 MN0414  COUNTRY     -  US
 MN0414  USGS QUAD   -  LEWELLEN (2017)
 MN0414
 MN0414                         *CURRENT SURVEY CONTROL
 MN0414  ______________________________________________________________________
 MN0414* NAD 83(1995) POSITION- 41 17 00.77580(N) 102 08 54.40314(W)   ADJUSTED
 MN0414* NAVD 88 ORTHO HEIGHT -  1134.    (meters)     3720.    (feet) SCALED
 MN0414  ______________________________________________________________________
 MN0414  GEOID HEIGHT    -        -20.322 (meters)                     GEOID18
 MN0414  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 MN0414  HORZ ORDER      -  FIRST
 MN0414
 MN0414.The horizontal coordinates were established by classical geodetic methods
 MN0414.and adjusted by the National Geodetic Survey in August 1997.
 MN0414
 MN0414.The orthometric height was scaled from a topographic map.
 MN0414
 MN0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0414.GEOID18 height accuracy estimate available here.
 MN0414
 MN0414.Click photographs - Photos may exist for this station.
 MN0414
 MN0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0414
 MN0414. The following values were computed from the NAD 83(1995) position.
 MN0414
 MN0414;                    North         East     Units Scale Factor Converg.
 MN0414;SPC NE       -   163,246.189   320,095.644   MT  0.99966608   -1 25 25.6
 MN0414;SPC NE       -   535,583.54  1,050,180.46   sFT  0.99966608   -1 25 25.6
 MN0414;UTM  13      - 4,574,156.950   738,802.344   MT  1.00030188   +1 52 56.3
 MN0414
 MN0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0414!SPC NE       -   0.99982527  x   0.99966608  =   0.99949141
 MN0414!UTM  13      -   0.99982527  x   1.00030188  =   1.00012710
 MN0414
 MN0414:                Primary Azimuth Mark                     Grid Az
 MN0414:SPC NE       -  LEWELLEN RM 3 AZIMUTH                    220 32 24.7
 MN0414:UTM  13      -  LEWELLEN RM 3 AZIMUTH                    217 14 02.8
 MN0414
 MN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3880274156(NAD 83)
 MN0414
 MN0414|---------------------------------------------------------------------|
 MN0414| PID    Reference Object                     Distance      Geod. Az  |
 MN0414|                                                           dddmmss.s |
 MN0414| MN0415 LEWELLEN CHURCH SPIRE               APPROX. 5.1 KM 0025911.6 |
 MN0414| CP7606 LEWELLEN RM 1                        22.666 METERS 10626     |
 MN0414| CP7607 LEWELLEN RM 2                        22.803 METERS 16231     |
 MN0414| CP7608 LEWELLEN RM 3 AZIMUTH                              2190659.1 |
 MN0414| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.14.6 KM 2684422.3 |
 MN0414| MN0444 OSHKOSH WATER TANK                  APPROX.21.3 KM 3095920.5 |
 MN0414| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX.20.7 KM 3102133.7 |
 MN0414| MN0417 LEWELLEN SCHOOLHOUSE CHIMNEY        APPROX. 5.6 KM 3581526.4 |
 MN0414|---------------------------------------------------------------------|
 MN0414
 MN0414                          SUPERSEDED SURVEY CONTROL
 MN0414
 MN0414  NAD 83(1986)-  41 17 00.77539(N)    102 08 54.40554(W) AD(       ) 1
 MN0414  NAD 27      -  41 17 00.82600(N)    102 08 52.74800(W) AD(       ) 1
 MN0414
 MN0414.Superseded values are not recommended for survey control.
 MN0414
 MN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0414.See file dsdata.pdf to determine how the superseded data were derived.
 MN0414
 MN0414_MARKER: P = PIPE CAP
 MN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0414
 MN0414  HISTORY     - Date     Condition        Report By
 MN0414  HISTORY     - 1933     MONUMENTED       USGS
 MN0414  HISTORY     - 1946     GOOD             CGS
 MN0414  HISTORY     - 1963     GOOD             CGS
 MN0414
 MN0414                          STATION DESCRIPTION
 MN0414
 MN0414'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MN0414'ABOUT 3-1/2 MILES DUE SOUTH OF LEWELLEN, IN SOUTHWEST QUARTER
 MN0414'SEC. 9, T. 15 N., R. 42 W., IN OPEN PASTURE AT EDGE OF BREAKS
 MN0414'OVERLOOKING NORTH PLATTE RIVER.
 MN0414'
 MN0414'REACHED FROM LEWELLEN VIA U.S. HIGHWAY 26, SOUTH 0.8 MILE, THENCE
 MN0414'CONTINUE SOUTH ACROSS BRIDGE 0.8 MILE TO FORK.  KEEP RIGHT-HAND
 MN0414'FORK 4.85 MILES TO PLEASANT VALLEY SCHOOL, THENCE EAST ON
 MN0414'GRADED ROAD 1.5 MILES.  CONTINUE STRAIGHT AHEAD EAST ALONG
 MN0414'SECTION LINE 0.5 MILE TO WIRE GATE AT FENCE CORNER, ENTER GATE
 MN0414'AND DRIVE ACROSS PASTURE NORTHEAST 0.3 MILE TO STATION.  TRUCK
 MN0414'TO STATION.  STATION MARK IS U.S. GEOLOGICAL SURVEY IRON PIPE
 MN0414'WITH CAP, SURROUNDED BY CONCRETE OF STANDARD DIMENSIONS.
 MN0414'
 MN0414'REFERENCE MARK NO. 1 IS EAST OF STATION ON SAME KNOLL.
 MN0414'
 MN0414'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION ON SAME KNOLL.
 MN0414'
 MN0414'REFERENCE MARK NO. 3, AZIMUTH MARK, IS SOUTHWEST OF STATION
 MN0414'IN PASTURE ABOUT 50 FEET NORTH OF TELEPHONE LINE AND SECTION-LINE
 MN0414'FENCE.
 MN0414'
 MN0414'ALL MARKS PROJECT 4 INCHES OR MORE ABOVE GROUND.
 MN0414
 MN0414                          STATION RECOVERY (1946)
 MN0414
 MN0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0414'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 MN0414'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO 1 WAS
 MN0414'FOUND TO BE 22.667 METERS INSTEAD OF 22.675 METERS.  REFERENCE
 MN0414'MARK NO. 2 WAS FOUND TO BE 22.803 METERS INSTEAD OF 22.815
 MN0414'METERS MEASURED IN 1933.  IN THE 1933 DESCRIPTION HIGHWAY 26 IS
 MN0414'NO LONGER A MARKED HIGHWAY.  A COMPLETE NEW DESCRIPTION
 MN0414'FOLLOWS--
 MN0414'
 MN0414'LOCATED ABOUT 3.5 MILES, AIRLINE, SOUTH OF LEWELLEN, ON A LOW
 MN0414'ROUNDED KNOLL IN PASTURE LAND.  IT IS A USGS BENCH MARK DISK
 MN0414'SET IN THE CENTER OF THE TOP OF A 12-INCH SQUARE CONCRETE POST
 MN0414'PROJECTING 8 INCHES.  THE POINT OBSERVED FROM WAS THE DOT
 MN0414'WITHIN THE TRIANGLE WHICH IS CENTER-PUNCHED ABOUT 1 INCH
 MN0414'SOUTHEAST OF THE CENTER OF THE DISK.
 MN0414'
 MN0414'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 MN0414'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED LEWELLEN NO
 MN0414'1 1933 USGS AND PROJECTS 6 INCHES.
 MN0414'
 MN0414'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 MN0414'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED LEWELLEN
 MN0414'NO 2 1933 USGS AND PROJECTS 6 INCHES.
 MN0414'
 MN0414'AZIMUTH MARK IS ABOUT 0.4 MILE, AIRLINE, SOUTHWEST OF THE STATION.
 MN0414'IT IS 2 FEET NORTHEAST OF A 4-INCH WHITE WOODEN WITNESS POST
 MN0414'PROJECTING 3 FEET.  IT IS 183 FEET NORTHEAST OF A FENCE CORNER
 MN0414'AND 50 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 MN0414'LEWELLEN NO 3 1933 USGS AND PROJECTS 6 INCHES.
 MN0414'
 MN0414'TO REACH FROM THE FLAGPOLE IN THE CENTER OF LEWELLEN GO SOUTH
 MN0414'1 BLOCK, TURN LEFT AND GO 0.2 MILE, TURN RIGHT AND GO 1.3 MILES TO
 MN0414'A SIDE ROAD LEFT.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR
 MN0414'4.65 MILES TO A SCHOOLHOUSE ON THE LEFT.  (PLEASANT VALLEY SCHOOL)
 MN0414'TURN LEFT AND GO 0.9 MILE.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 MN0414'TO A FENCE CORNER.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A
 MN0414'FENCE LINE AND A WIRE GATE.  AZIMUTH MARK ON THE LEFT.
 MN0414'CONTINUE ALONG FENCE FOR 0.15 MILE TO ANOTHER GATE.  PASS
 MN0414'THROUGH THE GATE AND GO 0.3 MILE TO THE HIGHEST POINT OF
 MN0414'THE HILL AND THE STATION AS DESCRIBED.
 MN0414
 MN0414                          STATION RECOVERY (1963)
 MN0414
 MN0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0414'THE STATION WAS FOUND AS DESCRIBED IN 1946 WITH ALL MARKS
 MN0414'APPARENTLY UNDISTURBED.  THE STATION MARK DISK HAS A LARGE
 MN0414'HOLE IN IT AND THE POINT HELD WAS THE ADDED TRIANGLE WITH CENTER
 MN0414'DOT STAMPED WITH DIES ABOUT 1 INCH SOUTHEAST OF ORIGINAL
 MN0414'CENTER CROSS.  THE ORIGINAL ROUTE TO THE STATION WAS FENCED OFF
 MN0414'WITHOUT GATES SO A NEW ROUTE TO DRIVE WAS FOUND.  THE DIRECTIONS
 MN0414'TO THE LEWELLEN SCHOOL CHIMNEY, LEWELLEN CHURCH SPIRE, AND
 MN0414'OSHKOSH PIPELINE TANK TAKEN IN 1933 ARE NO LONGER STANDING
 MN0414'OBJECTS.  A COMPLETE DESCRIPTION FOLLOWS--
 MN0414'
 MN0414'THE STATION IS LOCATED 13-1/2 MILES SOUTHEAST OF OSHKOSH, 4-1/2
 MN0414'MILES WEST-SOUTHWEST OF THE WEST END OF LAKE MC CONAUGHY,
 MN0414'AND 3-1/2 MILES SOUTH OF LEWELLEN.  IT IS ON A HIGH GRASSY RIDGE
 MN0414'IN PASTURELAND OVERLOOKING THE NORTH PLATTE RIVER VALLEY.
 MN0414'
 MN0414'TO REACH THE STATION FROM THE POST OFFICE IN LEWELLEN GO NORTH
 MN0414'ON THE MAIN STREET 1/2 BLOCK TO U.S. HIGHWAY 26.  TURN RIGHT AND
 MN0414'GO SOUTHEAST AND SOUTH ON U.S. HIGHWAY 26 ACROSS THE NORTH PLATTE
 MN0414'RIVER FOR 3.6 MILES TO A PICNIC TABLE AT THE ASH HOLLOW HISTORICAL
 MN0414'MONUMENT AND A GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND
 MN0414'FOLLOW TRACK ROAD WEST 0.6 MILE TO GATE IN NORTH-SOUTH FENCE.
 MN0414'CONTINUE WEST ON TRACKS 0.3 MILE TO WINDMILL AND TANK.
 MN0414'CONTINUE WEST AROUND ROCKY POINT AND BEAR RIGHT, UPHILL, IN
 MN0414'DRAW ON DIM TRACKS 0.2 MILE TO TOP OF RIDGE AND GULLIED
 MN0414'CATTLE TRACKS.  CONTINUE WEST ON GULLIED TRACKS 0.2 MILE
 MN0414'TO LOW HILLTOP.  BEAR LEFT AND FOLLOW DIM TRACKS SOUTH UP RIDGE
 MN0414'0.2 MILE.  CONTINUE CLIMBING SOUTH, THEN GRADUALLY WEST, 0.2
 MN0414'MILE TO TOP OF HILL AND STATION.
 MN0414'
 MN0414'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK CAP ON AN
 MN0414'IRON PIPE WITH STAMPING, IF ANY, ILLEGIBLE, REINFORCED BY A
 MN0414'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE
 MN0414'GROUND.  IT IS 6 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 MN0414'
 MN0414'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEWELLEN
 MN0414'U.S.G.S. NO. 1 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MN0414'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS AT THE SAME
 MN0414'ELEVATION AS THE STATION.
 MN0414'
 MN0414'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEWELLEN
 MN0414'U.S.G.S. NO. 2 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MN0414'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS AT THE SAME
 MN0414'ELEVATION AS THE STATION.
 MN0414'
 MN0414'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED LEWELLEN
 MN0414'U.S.G.S. NO. 3 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MN0414'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS 56.6 FEET
 MN0414'NORTH OF A WIRE FENCE, AND 1.5 FEET EAST OF A METAL WITNESS
 MN0414'POST WITH SIGN.  TO REACH THIS MARK FROM THE STATION DRIVE TO
 MN0414'THE SOUTHWEST CORNER OF THE PASTURE AND PACK WEST ABOUT 0.1 MILE
 MN0414'TO THE MARK ON A SMALL FLAT-TOPPED HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0415 ***********************************************************************
 MN0415  DESIGNATION -  LEWELLEN CHURCH SPIRE
 MN0415  PID         -  MN0415
 MN0415  STATE/COUNTY-  NE/GARDEN
 MN0415  COUNTRY     -  US
 MN0415  USGS QUAD   -  LEWELLEN (2017)
 MN0415
 MN0415                         *CURRENT SURVEY CONTROL
 MN0415  ______________________________________________________________________
 MN0415* NAD 83(1995) POSITION- 41 19 46.70470(N) 102 08 42.91844(W)   ADJUSTED
 MN0415  ______________________________________________________________________
 MN0415  GEOID HEIGHT    -        -20.320 (meters)                     GEOID18
 MN0415  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 MN0415  HORZ ORDER      -  THIRD
 MN0415
 MN0415.The horizontal coordinates were established by classical geodetic methods
 MN0415.and adjusted by the National Geodetic Survey in August 1997.
 MN0415
 MN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0415.GEOID18 height accuracy estimate available here.
 MN0415
 MN0415.Click photographs - Photos may exist for this station.
 MN0415
 MN0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0415
 MN0415. The following values were computed from the NAD 83(1995) position.
 MN0415
 MN0415;                    North         East     Units Scale Factor Converg.
 MN0415;SPC NE       -   168,355.163   320,489.683   MT  0.99966330   -1 25 18.0
 MN0415;SPC NE       -   552,345.23  1,051,473.23   sFT  0.99966330   -1 25 18.0
 MN0415;UTM  13      - 4,579,283.414   738,901.080   MT  1.00030245   +1 53 10.1
 MN0415
 MN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3890179283(NAD 83)
 MN0415
 MN0415                          SUPERSEDED SURVEY CONTROL
 MN0415
 MN0415  NAD 83(1986)-  41 19 46.70411(N)    102 08 42.92045(W) AD(       ) 3
 MN0415  NAD 27      -  41 19 46.76000(N)    102 08 41.26000(W) AD(       ) 3
 MN0415
 MN0415.Superseded values are not recommended for survey control.
 MN0415
 MN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0415.See file dsdata.pdf to determine how the superseded data were derived.
 MN0415
 MN0415_MARKER: 90 = CHURCH SPIRE
 MN0415
 MN0415  HISTORY     - Date     Condition        Report By
 MN0415  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0415
 MN0415                          STATION DESCRIPTION
 MN0415
 MN0415'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0416 ***********************************************************************
 MN0416  DESIGNATION -  LEWELLEN EAST BASE
 MN0416  PID         -  MN0416
 MN0416  STATE/COUNTY-  NE/GARDEN
 MN0416  COUNTRY     -  US
 MN0416  USGS QUAD   -  LEWELLEN (2017)
 MN0416
 MN0416                         *CURRENT SURVEY CONTROL
 MN0416  ______________________________________________________________________
 MN0416* NAD 83(1995) POSITION- 41 19 48.29275(N) 102 08 12.05191(W)   ADJUSTED
 MN0416* NAVD 88 ORTHO HEIGHT -  1021.    (meters)     3350.    (feet) SCALED
 MN0416  ______________________________________________________________________
 MN0416  GEOID HEIGHT    -        -20.332 (meters)                     GEOID18
 MN0416  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 MN0416  HORZ ORDER      -  SECOND
 MN0416
 MN0416.The horizontal coordinates were established by classical geodetic methods
 MN0416.and adjusted by the National Geodetic Survey in August 1997.
 MN0416
 MN0416.The orthometric height was scaled from a topographic map.
 MN0416
 MN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0416.GEOID18 height accuracy estimate available here.
 MN0416
 MN0416.Click photographs - Photos may exist for this station.
 MN0416
 MN0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0416
 MN0416. The following values were computed from the NAD 83(1995) position.
 MN0416
 MN0416;                    North         East     Units Scale Factor Converg.
 MN0416;SPC NE       -   168,386.356   321,208.204   MT  0.99966328   -1 24 57.5
 MN0416;SPC NE       -   552,447.57  1,053,830.58   sFT  0.99966328   -1 24 57.5
 MN0416;UTM  13      - 4,579,356.061   739,617.063   MT  1.00030667   +1 53 30.6
 MN0416
 MN0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0416!SPC NE       -   0.99984299  x   0.99966328  =   0.99950632
 MN0416!UTM  13      -   0.99984299  x   1.00030667  =   1.00014961
 MN0416
 MN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3961779356(NAD 83)
 MN0416
 MN0416|---------------------------------------------------------------------|
 MN0416| PID    Reference Object                     Distance      Geod. Az  |
 MN0416|                                                           dddmmss.s |
 MN0416| CP7603 LEWELLEN EAST BASE RM 1              30.572 METERS 01309     |
 MN0416| CP7604 LEWELLEN EAST BASE RM 2              24.034 METERS 08954     |
 MN0416| CP7605 LEWELLEN EAST BASE RM 3 AZIMUTH                    29425     |
 MN0416|---------------------------------------------------------------------|
 MN0416
 MN0416                          SUPERSEDED SURVEY CONTROL
 MN0416
 MN0416  NAD 83(1986)-  41 19 48.29226(N)    102 08 12.05459(W) AD(       ) 2
 MN0416  NAD 27      -  41 19 48.34700(N)    102 08 10.39500(W) AD(       ) 2
 MN0416
 MN0416.Superseded values are not recommended for survey control.
 MN0416
 MN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0416.See file dsdata.pdf to determine how the superseded data were derived.
 MN0416
 MN0416_MARKER: DS = TRIANGULATION STATION DISK
 MN0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0416_STAMPING: LEWELLEN EAST BASE 1933
 MN0416_MARK LOGO: CGS
 MN0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0416+STABILITY: SURFACE MOTION
 MN0416
 MN0416  HISTORY     - Date     Condition        Report By
 MN0416  HISTORY     - 1933     MONUMENTED       CGS
 MN0416  HISTORY     - 1933     GOOD             CGS
 MN0416  HISTORY     - 1970     POOR             USGS
 MN0416
 MN0416                          STATION DESCRIPTION
 MN0416
 MN0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0416'ABOUT 0.4 MILE EAST OF MAIN STREET OF LEWELLEN, ON HIGH BANK
 MN0416'ON NORTH SIDE OF THE UNION PACIFIC RAILROAD, JUST NORTH OF
 MN0416'RIGHT-OF-WAY FENCE IN A SMALL SANDY LOT USED FOR PASTURE.
 MN0416'
 MN0416'REACHED FROM LEWELLEN VIA U.S. HIGHWAY 26 SOUTH AND EAST FROM
 MN0416'FLAGPOLE 0.3 MILE TO SAMS AUTO CAMP.  TURN EAST JUST SOUTH OF
 MN0416'CAMP 0.2 MILE TO END OF STREET.  KEEP LEFT FORK OF TRAIL ACROSS
 MN0416'WYE AND MAIN TRACK OF RAILROAD 0.05 MILE TO GATE.  PASS THROUGH
 MN0416'GATE AND TURN WEST (LETTING DOWN FENCE) 200 YARDS TO STATION.
 MN0416'STATION IS ON EDGE OF STEEP BANK, 57 FEET (SLOPE) NORTH OF
 MN0416'RAILROAD TRACKS, 8 FEET NORTH OF RIGHT-OF-WAY FENCE.  MARK IS
 MN0416'NOW ABOUT 4 INCHES ABOVE GROUND.
 MN0416'
 MN0416'REFERENCE MARK NO. 1 IS NORTH OF STATION.
 MN0416'
 MN0416'REFERENCE MARK NO. 2 IS EAST OF STATION, 35 FEET NORTH OF
 MN0416'RIGHT-OF-WAY FENCE.
 MN0416'
 MN0416'REFERENCE MARK NO. 3 IS WEST OF STATION.
 MN0416'
 MN0416'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.11 METERS.
 MN0416
 MN0416                          STATION RECOVERY (1933)
 MN0416
 MN0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CIA)
 MN0416'THE STATION IS 2.0 METERS NORTH OF THE RAILROAD RIGHT-OF-WAY
 MN0416'FENCE LINE, 8.3 METERS WEST OF A TELEPHONE POLE, 16.79 METERS
 MN0416'NORTH OF THE SOUTH RAIL OF THE RAILROAD.  MARK IS LOCATED AT
 MN0416'NORTH EDGE OF DEEP RAILROAD CUT ABOUT 1/3 MILE EAST OF DEPOT
 MN0416'AT LEWELLEN, NEBR.
 MN0416'
 MN0416'REFERENCE MARK NO. 1 IS 34.4 METERS NORTHWEST OF REFERENCE MARK
 MN0416'NO. 2, AND 30.5 METERS NORTHWEST OF THE TRIANGULATION STATION.
 MN0416'
 MN0416'REFERENCE MARK NO. 2 IS 38.6 METERS NORTH OF THE UNION PACIFIC
 MN0416'RAILROAD, 34.4 METERS SOUTHEAST OF REFERENCE MARK NO. 1, AND 24
 MN0416'METERS NORTHEAST OF THE TRIANGULATION STATION.
 MN0416'
 MN0416'REFERENCE MARK NO. 3, AZIMUTH MARK, IS 36 METERS EAST OF THE
 MN0416'MAIN STREET OF LEWELLEN, 16.5 METERS NORTH OF THE CENTERLINE
 MN0416'OF A DIRT ROAD, 13.4 METERS SOUTH OF THE UNION PACIFIC RAILROAD,
 MN0416'AND 1.9 METERS EAST OF A TELEPHONE POLE.
 MN0416'
 MN0416'ALL MARKS FOUND TO BE IN EXCELLENT CONDITION.
 MN0416
 MN0416                          STATION RECOVERY (1970)
 MN0416
 MN0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MN0416'THIS MARK PROJECTS ABOUT 3 FEET.  IT IS OVEREDGE ON A STEEP
 MN0416'RAILROAD, CUTBANK AND HAS LIMITED USE AS IT APPEARS TO LEAN
 MN0416'SOME TO THE SOUTH.  IT HAS BEEN PARTIALLY DESTROYED BY GRADING
 MN0416'MACHINERY.  R.M. 1 AND 2 ARE OK BUT OBSCURED FROM THE STATION
 MN0416'MARK BY A GRAIN ELEVATOR AND WEIGH STATION.
 MN0416'
 MN0416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.4
 MN0416'MILE EAST OF MAIN STREET OF LEWELLEN
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0417 ***********************************************************************
 MN0417  DESIGNATION -  LEWELLEN SCHOOLHOUSE CHIMNEY
 MN0417  PID         -  MN0417
 MN0417  STATE/COUNTY-  NE/GARDEN
 MN0417  COUNTRY     -  US
 MN0417  USGS QUAD   -  LEWELLEN (2017)
 MN0417
 MN0417                         *CURRENT SURVEY CONTROL
 MN0417  ______________________________________________________________________
 MN0417* NAD 83(1995) POSITION- 41 20 03.04344(N) 102 09 01.76051(W)   ADJUSTED
 MN0417  ______________________________________________________________________
 MN0417  GEOID HEIGHT    -        -20.310 (meters)                     GEOID18
 MN0417  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 MN0417  HORZ ORDER      -  THIRD
 MN0417
 MN0417.The horizontal coordinates were established by classical geodetic methods
 MN0417.and adjusted by the National Geodetic Survey in August 1997.
 MN0417
 MN0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0417.GEOID18 height accuracy estimate available here.
 MN0417
 MN0417.Click photographs - Photos may exist for this station.
 MN0417
 MN0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0417
 MN0417. The following values were computed from the NAD 83(1995) position.
 MN0417
 MN0417;                    North         East     Units Scale Factor Converg.
 MN0417;SPC NE       -   168,869.769   320,064.343   MT  0.99966306   -1 25 30.4
 MN0417;SPC NE       -   554,033.57  1,050,077.77   sFT  0.99966306   -1 25 30.4
 MN0417;UTM  13      - 4,579,772.932   738,446.465   MT  1.00029978   +1 52 58.2
 MN0417
 MN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3844679772(NAD 83)
 MN0417
 MN0417                          SUPERSEDED SURVEY CONTROL
 MN0417
 MN0417  NAD 83(1986)-  41 20 03.04283(N)    102 09 01.76256(W) AD(       ) 3
 MN0417  NAD 27      -  41 20 03.10000(N)    102 09 00.10000(W) AD(       ) 3
 MN0417
 MN0417.Superseded values are not recommended for survey control.
 MN0417
 MN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0417.See file dsdata.pdf to determine how the superseded data were derived.
 MN0417
 MN0417_MARKER: 85 = CHIMNEY
 MN0417
 MN0417  HISTORY     - Date     Condition        Report By
 MN0417  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0417
 MN0417                          STATION DESCRIPTION
 MN0417
 MN0417'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0684 ***********************************************************************
 MN0684  DESIGNATION -  LEWELLEN WEST BASE AZ MK 2
 MN0684  PID         -  MN0684
 MN0684  STATE/COUNTY-  NE/GARDEN
 MN0684  COUNTRY     -  US
 MN0684  USGS QUAD   -  OSHKOSH (2017)
 MN0684
 MN0684                         *CURRENT SURVEY CONTROL
 MN0684  ______________________________________________________________________
 MN0684* NAD 83(1995) POSITION- 41 22 40.76118(N) 102 15 49.77866(W)   ADJUSTED
 MN0684* NAVD 88 ORTHO HEIGHT -  1050.    (meters)     3445.    (feet) SCALED
 MN0684  ______________________________________________________________________
 MN0684  GEOID HEIGHT    -        -20.121 (meters)                     GEOID18
 MN0684  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 MN0684  HORZ ORDER      -  THIRD
 MN0684
 MN0684.The horizontal coordinates were established by classical geodetic methods
 MN0684.and adjusted by the National Geodetic Survey in August 1997.
 MN0684
 MN0684.The orthometric height was scaled from a topographic map.
 MN0684
 MN0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0684.GEOID18 height accuracy estimate available here.
 MN0684
 MN0684.Click photographs - Photos may exist for this station.
 MN0684
 MN0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0684
 MN0684. The following values were computed from the NAD 83(1995) position.
 MN0684
 MN0684;                    North         East     Units Scale Factor Converg.
 MN0684;SPC NE       -   173,974.176   310,710.555   MT  0.99966107   -1 30 00.8
 MN0684;SPC NE       -   570,780.28  1,019,389.55   sFT  0.99966107   -1 30 00.8
 MN0684;UTM  13      - 4,584,331.727   728,807.778   MT  1.00024434   +1 48 34.0
 MN0684
 MN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0684!SPC NE       -   0.99983855  x   0.99966107  =   0.99949967
 MN0684!UTM  13      -   0.99983855  x   1.00024434  =   1.00008285
 MN0684
 MN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2880784331(NAD 83)
 MN0684
 MN0684                          SUPERSEDED SURVEY CONTROL
 MN0684
 MN0684  NAD 83(1993)-  41 22 40.76018(N)    102 15 49.78160(W) AD(       ) 3
 MN0684  NAD 83(1992)-  41 22 40.76018(N)    102 15 49.78154(W) AD(       ) 3
 MN0684
 MN0684.Superseded values are not recommended for survey control.
 MN0684
 MN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0684.See file dsdata.pdf to determine how the superseded data were derived.
 MN0684
 MN0684_MARKER: DZ = AZIMUTH MARK DISK
 MN0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0684_STAMPING: LEWELLEN WEST BASE 1933 NO 2 1982
 MN0684_MARK LOGO: NGS
 MN0684_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0684+STABILITY: SURFACE MOTION
 MN0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0684+SATELLITE: SATELLITE OBSERVATIONS - 1982
 MN0684
 MN0684  HISTORY     - Date     Condition        Report By
 MN0684  HISTORY     - 1982     MONUMENTED       NGS
 MN0684
 MN0684                          STATION DESCRIPTION
 MN0684
 MN0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MN0684'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHWEST FROM LEWELLEN, 8
 MN0684'KM (5.0 MI) SOUTHEAST FROM OSHKOSH AND ON THE SOUTH RIGHT-OF-WAY OF
 MN0684'U.S. HIGHWAY 26.
 MN0684'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 27, IN
 MN0684'OSHKOSH, GO SOUTHEAST ON HIGHWAY 26 FOR 8.07 KM (5.01 MI) TO THE
 MN0684'STATION ON THE RIGHT.
 MN0684'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0684'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 MN0684'1.07 M (3.51 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 11.6 M
 MN0684'(38.1 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 0.3 M
 MN0684'(1.0 FT) WEST FROM A WITNESS POST AND 0.3 M (1.0 FT) NORTHEAST FROM A
 MN0684'FENCE.
 MN0684'THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATION
 MN0684'LEWELLEN WEST BASE RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0685 ***********************************************************************
 MN0685  DESIGNATION -  LEWELLEN WEST BASE RESET
 MN0685  PID         -  MN0685
 MN0685  STATE/COUNTY-  NE/GARDEN
 MN0685  COUNTRY     -  US
 MN0685  USGS QUAD   -  BARN BUTTE (2017)
 MN0685
 MN0685                         *CURRENT SURVEY CONTROL
 MN0685  ______________________________________________________________________
 MN0685* NAD 83(1995) POSITION- 41 22 27.62685(N) 102 15 12.99970(W)   ADJUSTED
 MN0685* NAVD 88 ORTHO HEIGHT -  1052.    (meters)     3451.    (feet) SCALED
 MN0685  ______________________________________________________________________
 MN0685  GEOID HEIGHT    -        -20.135 (meters)                     GEOID18
 MN0685  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 MN0685  HORZ ORDER      -  SECOND
 MN0685
 MN0685.The horizontal coordinates were established by classical geodetic methods
 MN0685.and adjusted by the National Geodetic Survey in August 1997.
 MN0685
 MN0685.The orthometric height was scaled from a topographic map.
 MN0685
 MN0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0685.GEOID18 height accuracy estimate available here.
 MN0685
 MN0685.Click photographs - Photos may exist for this station.
 MN0685
 MN0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0685
 MN0685. The following values were computed from the NAD 83(1995) position.
 MN0685
 MN0685;                    North         East     Units Scale Factor Converg.
 MN0685;SPC NE       -   173,546.936   311,554.044   MT  0.99966122   -1 29 36.5
 MN0685;SPC NE       -   569,378.57  1,022,156.89   sFT  0.99966122   -1 29 36.5
 MN0685;UTM  13      - 4,583,953.674   729,675.033   MT  1.00024923   +1 48 57.9
 MN0685
 MN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0685!SPC NE       -   0.99983810  x   0.99966122  =   0.99949937
 MN0685!UTM  13      -   0.99983810  x   1.00024923  =   1.00008729
 MN0685
 MN0685:                Primary Azimuth Mark                     Grid Az
 MN0685:SPC NE       -  OSHKOSH WATER TANK                       297 02 18.2
 MN0685:UTM  13      -  OSHKOSH WATER TANK                       293 43 43.8
 MN0685
 MN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2967583953(NAD 83)
 MN0685
 MN0685|---------------------------------------------------------------------|
 MN0685| PID    Reference Object                     Distance      Geod. Az  |
 MN0685|                                                           dddmmss.s |
 MN0685| MN0702 LEWELLEN WEST BASE RM 1             APPROX. 1.6 KM 1161759.8 |
 MN0685| MN0703 LEWELLEN WEST BASE RM 2              39.604 METERS 20637     |
 MN0685| MN0684 LEWELLEN WEST BASE AZ MK 2          APPROX. 0.9 KM 2952210.0 |
 MN0685| MN0444 OSHKOSH WATER TANK                  APPROX. 8.4 KM 2953241.7 |
 MN0685| MN0704 LEWELLEN WEST BASE RM 3              98.153 METERS 29651     |
 MN0685|---------------------------------------------------------------------|
 MN0685
 MN0685                          SUPERSEDED SURVEY CONTROL
 MN0685
 MN0685  NAD 83(1993)-  41 22 27.62584(N)    102 15 13.00274(W) AD(       ) 2
 MN0685  NAD 83(1986)-  41 22 27.62597(N)    102 15 13.00260(W) AD(       ) 2
 MN0685  NAD 27      -  41 22 27.68600(N)    102 15 11.32900(W) AD(       ) 2
 MN0685
 MN0685.Superseded values are not recommended for survey control.
 MN0685
 MN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0685.See file dsdata.pdf to determine how the superseded data were derived.
 MN0685
 MN0685_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0685_STAMPING: LEWELLEN WEST BASE 1933 1982
 MN0685_MARK LOGO: NGS
 MN0685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0685+STABILITY: SURFACE MOTION
 MN0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0685+SATELLITE: SATELLITE OBSERVATIONS - 1982
 MN0685
 MN0685  HISTORY     - Date     Condition        Report By
 MN0685  HISTORY     - 1982     MONUMENTED       NGS
 MN0685
 MN0685                          STATION DESCRIPTION
 MN0685
 MN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MN0685'THE STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTHWEST FROM LEWELLEN,
 MN0685'8.85 KM (5.50 MI) SOUTHEAST FROM OSHKOSH AND ON THE NORTHEAST
 MN0685'RIGHT-OF-WAY OF U.S. HIGHWAY 26, ON THE HIGHEST POINT OF A SMALL
 MN0685'KNOLL.
 MN0685'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 27, IN
 MN0685'OSHKOSH, GO SOUTHEAST ON HIGHWAY 26 FOR 8.07 KM (5.01 MI) TO THE
 MN0685'AZIMUTH MARK 2 ON THE RIGHT.  CONTINUE SOUTHEAST FOR 0.95 KM
 MN0685'(0.59 MI) TO THE STATION ON THE LEFT.
 MN0685'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0685'PROJECTS 10 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 MN0685'RECESSED 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 12.9
 MN0685'M (42.3 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.46 M
 MN0685'(1.51 FT) EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1037 ***********************************************************************
 LF1037  DESIGNATION -  LEWISTON
 LF1037  PID         -  LF1037
 LF1037  STATE/COUNTY-  NE/CASS
 LF1037  COUNTRY     -  US
 LF1037  USGS QUAD   -  MURRAY (2017)
 LF1037
 LF1037                         *CURRENT SURVEY CONTROL
 LF1037  ______________________________________________________________________
 LF1037* NAD 83(1995) POSITION- 40 53 37.55650(N) 095 53 32.26191(W)   ADJUSTED
 LF1037* NAVD 88 ORTHO HEIGHT -   365.472 (meters)     1199.05  (feet) ADJUSTED
 LF1037  ______________________________________________________________________
 LF1037  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 LF1037  LAPLACE CORR    -        -10.58  (seconds)                    DEFLEC18
 LF1037  DYNAMIC HEIGHT  -        365.312 (meters)     1198.53  (feet) COMP
 LF1037  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 LF1037
 LF1037  HORZ ORDER      -  SECOND
 LF1037  VERT ORDER      -  SECOND    CLASS 0
 LF1037
 LF1037.The horizontal coordinates were established by classical geodetic methods
 LF1037.and adjusted by the National Geodetic Survey in August 1997.
 LF1037
 LF1037.The orthometric height was determined by differential leveling and
 LF1037.adjusted by the NATIONAL GEODETIC SURVEY
 LF1037.in June 1991.
 LF1037
 LF1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1037.GEOID18 height accuracy estimate available here.
 LF1037
 LF1037.Click photographs - Photos may exist for this station.
 LF1037
 LF1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1037
 LF1037.The dynamic height is computed by dividing the NAVD 88
 LF1037.geopotential number by the normal gravity value computed on the
 LF1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1037.degrees latitude (g = 980.6199 gals.).
 LF1037
 LF1037.The modeled gravity was interpolated from observed gravity values.
 LF1037
 LF1037. The following values were computed from the NAD 83(1995) position.
 LF1037
 LF1037;                    North         East     Units Scale Factor Converg.
 LF1037;SPC NE       -   125,955.950   845,928.086   MT  0.99971525   +2 43 19.8
 LF1037;SPC NE       -   413,240.48  2,775,349.06   sFT  0.99971525   +2 43 19.8
 LF1037;UTM  15      - 4,530,992.003   256,348.451   MT  1.00033075   -1 53 39.8
 LF1037
 LF1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1037!SPC NE       -   0.99994703  x   0.99971525  =   0.99966229
 LF1037!UTM  15      -   0.99994703  x   1.00033075  =   1.00027776
 LF1037
 LF1037:                Primary Azimuth Mark                     Grid Az
 LF1037:SPC NE       -  MURRAY MUNICIPAL TANK                    304 44 29.3
 LF1037:UTM  15      -  MURRAY MUNICIPAL TANK                    309 21 28.9
 LF1037
 LF1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5634830992(NAD 83)
 LF1037
 LF1037|---------------------------------------------------------------------|
 LF1037| PID    Reference Object                     Distance      Geod. Az  |
 LF1037|                                                           dddmmss.s |
 LF1037| LF1036 LEWISTON AZ MK                                     0002857.0 |
 LF1037| LF1038 LEWISTON RM 1                        19.409 METERS 01833     |
 LF1037| LF1541 LEWISTON RM 3                        26.401 METERS 07935     |
 LF1037| LF1039 LEWISTON RM 2                        23.223 METERS 11021     |
 LF1037| LF1428 MURRAY MUNICIPAL TANK               APPROX. 4.0 KM 3072749.1 |
 LF1037|---------------------------------------------------------------------|
 LF1037
 LF1037                          SUPERSEDED SURVEY CONTROL
 LF1037
 LF1037  NAD 83(1986)-  40 53 37.56476(N)    095 53 32.25802(W) AD(       ) 2
 LF1037  NAD 27      -  40 53 37.56800(N)    095 53 31.22500(W) AD(       ) 2
 LF1037  NGVD 29 (??/??/92)  365.370  (m)         1198.72   (f) ADJ UNCH    2 0
 LF1037  NGVD 29             365.37   (m)         1198.7    (f) LEVELING    3  
 LF1037
 LF1037.Superseded values are not recommended for survey control.
 LF1037
 LF1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1037.See file dsdata.pdf to determine how the superseded data were derived.
 LF1037
 LF1037_MARKER: DS = TRIANGULATION STATION DISK
 LF1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1037_STAMPING: LEWISTON 1947
 LF1037_MARK LOGO: CGS
 LF1037_PROJECTION: RECESSED 5 CENTIMETERS
 LF1037_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1037+STABILITY: SURFACE MOTION
 LF1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1037+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2011
 LF1037
 LF1037  HISTORY     - Date     Condition        Report By
 LF1037  HISTORY     - 1947     MONUMENTED       CGS
 LF1037  HISTORY     - 1950     GOOD             CGS
 LF1037  HISTORY     - 1974     GOOD             NGS
 LF1037  HISTORY     - 1980     GOOD             NGS
 LF1037  HISTORY     - 19800625 GOOD             NGS
 LF1037  HISTORY     - 20110615 GOOD             USACE
 LF1037
 LF1037                          STATION DESCRIPTION
 LF1037
 LF1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1037'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF PLATTSMOUTH,
 LF1037'3.0 MILES SOUTHEAST OF MURRAY, ON THE LEWISTON SCHOOL (DIST. NO.
 LF1037'7) GROUNDS.  IT IS 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LF1037'SCHOOL HOUSE, 49 FEET WEST OF THE CENTERLINE OF THE ROAD AND 32
 LF1037'FEET WEST-NORTHWEST OF A TELEPHONE POLE (NO. 2).  THE MARK IS
 LF1037'ABOUT 2 INCHES BELOW THE GROUND AND THE DISK IS STAMPED
 LF1037'LEWISTON 1947.
 LF1037'
 LF1037'REFERENCE MARK NO. 1 IS 63.68 FEET NORTH-NORTHEAST OF THE STATION,
 LF1037'28 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTHWEST OF
 LF1037'A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LF1037'STAMPED LEWISTON NO 1 1947.
 LF1037'
 LF1037'REFERENCE MARK NO. 2 IS 76.19 FEET EAST-SOUTHEAST OF THE
 LF1037'STATION, 24 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 LF1037'WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF1037'DISK IS STAMPED LEWISTON NO. 2 1947.
 LF1037'
 LF1037'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, 36 FEET
 LF1037'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET WEST OF A TELEPHONE
 LF1037'POLE (NO. 6) AND 3 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 LF1037'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEWISTON 1947.
 LF1037'
 LF1037'BM N 256 IS 60.90 FEET NORTH OF THE STATION, 45 FEET WEST OF
 LF1037'THE CENTERLINE OF THE ROAD, 20 FEET WEST OF A FENCE CORNER,
 LF1037'2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 LF1037'THE MARK IS A STANDARD USC AND GS BENCH MARK SET IN AN 8 INCH
 LF1037'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS
 LF1037'STAMPED N 256 1947.
 LF1037'
 LF1037'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 34 IN
 LF1037'PLATTSMOUTH, GO SOUTH ON BOTH HIGHWAYS FOR 7.3 MILES TO CROSSROADS
 LF1037'AT THE JUNCTION OF STATE HIGHWAY 1, CONTINUE ON HIGHWAYS 75 AND
 LF1037'34 FOR 1.6 MILES TO A T ROAD LEFT, TURN LEFT (EAST) ON DIRT ROAD
 LF1037'FOR 1.0 MILE TO SCHOOL HOUSE ON THE LEFT AT CROSSROADS AND THE
 LF1037'STATION AS DESCRIBED.
 LF1037'
 LF1037'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 0.55
 LF1037'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LF1037'
 LF1037'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1037
 LF1037                          STATION RECOVERY (1950)
 LF1037
 LF1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LF1037'3.5 MI SE FROM MURRAY.
 LF1037'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE MURRAY STATE BANK
 LF1037'AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF1037'1.5 MILES SOUTH ALONG A DIRT ROAD, IN A SCHOOL YARD, 87 FEET
 LF1037'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 76.2
 LF1037'FEET NORTHWEST OF LEWISTON R.M. 2, 63.7 FEET SOUTHWEST OF
 LF1037'LEWISTON R.M. 1, 60.9 FEET SOUTH OF BENCH MARK N 256, 49 FEET
 LF1037'WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LF1037'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 LF1037
 LF1037                          STATION RECOVERY (1974)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1037'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 LF1037'GOOD CONDITION.  REFERENCE MARK 2 AND BENCH MARK N 256 WERE SEARCHED
 LF1037'FOR AND COULD NOT BE FOUND.  THE AZIMUTH MARK WAS RECOVERED LYING
 LF1037'ON TOP THE GROUND NEAR A TELEPHONE POLE.  REFERENCE MARK 3 WAS
 LF1037'ESTABLISHED THIS DATE.  NO VISIBLE OR SUITABLE PLACE TO SET A NEW
 LF1037'AZIMUTH MARK THIS DATE.
 LF1037'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 LF1037'
 LF1037'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF PLATTSMOUTH, 3.0
 LF1037'MILES SOUTHEAST OF MURRAY, ON THE OLD LEWISTON SCHOOL (DIST. NO. 7)
 LF1037'GROUNDS THAT IS NOW A SAW MILL SITE.
 LF1037'
 LF1037'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 75 AND 34 AND
 LF1037'STATE HIGHWAY 1, ABOUT 1.0 MILE EAST OF MURRAY, GO SOUTH ON HIGHWAYS
 LF1037'75 AND 34 FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 LF1037'GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 LF1037'NORTH ON A GRAVELED ROAD FOR 0.5 MILES TO A SIDE ROAD ON THE RIGHT.
 LF1037'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO STATION
 LF1037'ON THE LEFT.
 LF1037'
 LF1037'THE STATION MARK IS A STANDARD DISK STAMPED LEWISTON 1947, SET IN
 LF1037'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LF1037'GROUND SURFACE.  IT IS 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LF1037'THE OLD SCHOOL BUILDING, 49 FEET WEST OF THE CENTER OF THE
 LF1037'GRAVELED ROAD AND 32 FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 2.
 LF1037'
 LF1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEWISTON NO 1 1947, SET
 LF1037'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 LF1037'BELOW THE GROUND SURFACE.  IT IS 33 FEET SOUTH OF A TELEPHONE POLE,
 LF1037'30 FEET EAST OF A 30-INCH ELM TREE, 28 FEET WEST OF THE CENTER OF
 LF1037'THE GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH
 LF1037'SIGN ATTACHED.
 LF1037'
 LF1037'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LEWISTON 1947 NO 3 1974,
 LF1037'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LF1037'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 LF1037'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF
 LF1037'THE CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH OF A POWER POLE
 LF1037'WITH TRANSFORMER ATTACHED, 1 FOOT NORTH OF A METAL WITNESS POST
 LF1037'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 LF1037'
 LF1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 LF1037'SOUTHEAST OF MURRAY.
 LF1037
 LF1037                          STATION RECOVERY (1980)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1037'SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 LF1037'RECOVERED IN GOOD CONDITION.  BENCH MARK N 256 WAS FOUND
 LF1037'DESTROYED.  THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO
 LF1037'TREES, BUILDINGS AND HIGHER GROUND TO THE EAST.  THE DISTANCES AND
 LF1037'DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1974 DATA.  A NEW
 LF1037'DESCRIPTION FOLLOWS.
 LF1037'
 LF1037'THE STATION IS ABOUT 8 MILES SOUTH OF PLATTSMOUTH, 2-1/2 MILES
 LF1037'SOUTHEAST OF MURRAY, 1 MILE WEST OF U.S. HIGHWAYS 73, 75 AND 34 AND
 LF1037'ON PROPERTY OWNED BY CLIFFORD DOHSE, 3316 LAKE, OMAHA, NEBRASKA
 LF1037'68111.  TELEPHONE 402-451 6230.
 LF1037'
 LF1037'TO REACH THE STATION FROM THE POST OFFICE IN MURRAY, GO SOUTH ON NORTH
 LF1037'LATTA STREET FOR 0.05 MILE TO EAST MAIN STREET, WHICH IS ALSO STATE
 LF1037'HIGHWAY 1.  TURN LEFT AND GO EAST ON HIGHWAY 1 FOR 0.8 MILES TO THE
 LF1037'JUNCTION OF U.S. HIGHWAYS 73, 75 AND 34.  CONTINUE EAST ON A GRAVELED
 LF1037'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 LF1037'GRAVELED ROAD FOR 1.5 MILES TO THE MARK ON THE RIGHT, ABOUT 100
 LF1037'YARDS NORTH OF A SIDE ROAD LEFT.
 LF1037'
 LF1037'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---LEWISTON 1947---
 LF1037'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 87.0
 LF1037'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD SCHOOL BUILDING,
 LF1037'51.8 FEET NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER AND
 LF1037'49.0 FEET WEST OF THE CENTERLINE OF THE ROAD.  THIS MARK IS ALSO A
 LF1037'BENCH MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LF1037'
 LF1037'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---LEWISTON NO 1 1947---
 LF1037'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 4 INCHES BELOW THE
 LF1037'GROUND SURFACE.  IT IS 96.0 FEET SOUTH OF A POWERLINE POLE, 30.0 FEET
 LF1037'EAST OF A 30-INCH ELM TREE, 28.0 FEET WEST OF THE CENTERLINE OF THE
 LF1037'ROAD AND 1.0 FOOT SOUTH OF A WITNESS POST.  THIS MARK IS ALSO A BENCH
 LF1037'MARK.
 LF1037'
 LF1037'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---LEWISTON 1947 NO 3
 LF1037'1974--- CRIMPED TO A COPPER CLAD ROD, WHICH HAS A BASE PLATE AND IS
 LF1037'ENCASED IN A PLASTIC PIPE FILLED WITH GRAVEL.  THE MARK IS FLUSH AND
 LF1037'SOME OF THE PLASTIC PIPE HAS BEEN BROKEN AWAY.  IT IS 93.2 FEET
 LF1037'NORTHEAST OF THE POWERLINE WITH THE TRANSFORMER, 37.0 FEET EAST OF THE
 LF1037'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1.0 FOOT
 LF1037'WEST OF A FENCE.
 LF1037
 LF1037                          STATION RECOVERY (1980)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1037'SURFACE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 LF1037'GOOD CONDITION.  BENCH MARK N 256 WAS FOUND DESTROYED.  THERE IS NO
 LF1037'SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO TREES AND HIGHER GROUND
 LF1037'TO THE EAST.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LF1037'AGREED WITH 1974 DATA.  A NEW DESCRIPTION FOLLOWS. THE STATION IS
 LF1037'LOCATED ABOUT 8 MI (12.9 KM) SOUTH FROM PLATTSMOUTH, 2.5 MI (4.0 KM)
 LF1037'SOUTHEAST FROM MURRAY, 1 MI (1.6 KM) WEST FROM U.S. HIGHWAYS 34, 73
 LF1037'AND 75 AND ON PROPERTY OWNED BY CLIFFORD DOHSE, 3316 LAKE, OMAHA, NE
 LF1037'68111.  TELEPHONE 402-451 6230. TO REACHTHE STATION FROM THE POST
 LF1037'OFFICE ON MURRAY, GO SOUTH ON NORTH LATTA STREET FOR 0.05 MI (0.08 KM)
 LF1037'TO EAST MAIN STREET, WHICH IS ALSO STATE HIGHWAY 1.  TURN LEFT AND GO
 LF1037'EAST ON HIGHWAY 1 FOR 0.8 MI (1.3 KM) TO THE JUNCTION WITH U.S.
 LF1037'HIGHWAYS 34, 73 AND 75.  CONTINUE EAST ON A GRAVELED ROAD FOR 1.0 MI
 LF1037'(1.6 KM) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 LF1037'FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT, ABOUT 100 YDS NORTH OF A
 LF1037'SIDE ROAD LEFT. THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST
 LF1037'THAT IS FLUSH.  IT IS 87.0 FT (26.5 M) NORTHEAST FROM THE NORTHEAST
 LF1037'CORNER OF AN OLD SCHOOL BUILDING, 51.8 FT (15.8 M) NORTH-NORTHWEST
 LF1037'FROM FROM A POWER POLE WITH A TRANSFORMER AND 49.0 FT (14.9 M) WEST
 LF1037'FROM THE CENTERLINE OF THE ROAD.  THE UNDERGROUND MARK WAS NOT
 LF1037'INSPECTED.  THE SURFACE MARK IS ALSO A BENCH MARK.
 LF1037
 LF1037                          STATION RECOVERY (2011)
 LF1037
 LF1037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2011 (DDS)
 LF1037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1038 ***********************************************************************
 LF1038  DESIGNATION -  LEWISTON RM 1
 LF1038  PID         -  LF1038
 LF1038  STATE/COUNTY-  NE/CASS
 LF1038  COUNTRY     -  US
 LF1038  USGS QUAD   -  MURRAY (2017)
 LF1038
 LF1038                         *CURRENT SURVEY CONTROL
 LF1038  ______________________________________________________________________
 LF1038* NAD 83(1995) POSITION- 40 53 38.15298(N) 095 53 31.99809(W)   ADJUSTED
 LF1038* NAVD 88 ORTHO HEIGHT -   365.769 (meters)     1200.03  (feet) ADJUSTED
 LF1038  ______________________________________________________________________
 LF1038  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 LF1038  LAPLACE CORR    -        -10.57  (seconds)                    DEFLEC18
 LF1038  DYNAMIC HEIGHT  -        365.609 (meters)     1199.50  (feet) COMP
 LF1038  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 LF1038
 LF1038  HORZ ORDER      -  THIRD
 LF1038  VERT ORDER      -  SECOND    CLASS 0
 LF1038
 LF1038.The horizontal coordinates were established by classical geodetic methods
 LF1038.and adjusted by the National Geodetic Survey in August 1997.
 LF1038
 LF1038.The orthometric height was determined by differential leveling and
 LF1038.adjusted by the NATIONAL GEODETIC SURVEY
 LF1038.in June 1991.
 LF1038
 LF1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1038.GEOID18 height accuracy estimate available here.
 LF1038
 LF1038.Click photographs - Photos may exist for this station.
 LF1038
 LF1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1038
 LF1038.The dynamic height is computed by dividing the NAVD 88
 LF1038.geopotential number by the normal gravity value computed on the
 LF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1038.degrees latitude (g = 980.6199 gals.).
 LF1038
 LF1038.The modeled gravity was interpolated from observed gravity values.
 LF1038
 LF1038. The following values were computed from the NAD 83(1995) position.
 LF1038
 LF1038;                    North         East     Units Scale Factor Converg.
 LF1038;SPC NE       -   125,974.617   845,933.379   MT  0.99971522   +2 43 20.0
 LF1038;SPC NE       -   413,301.72  2,775,366.43   sFT  0.99971522   +2 43 20.0
 LF1038;UTM  15      - 4,531,010.195   256,355.234   MT  1.00033070   -1 53 39.7
 LF1038
 LF1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1038!SPC NE       -   0.99994698  x   0.99971522  =   0.99966221
 LF1038!UTM  15      -   0.99994698  x   1.00033070  =   1.00027766
 LF1038
 LF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5635531010(NAD 83)
 LF1038
 LF1038                          SUPERSEDED SURVEY CONTROL
 LF1038
 LF1038  NAD 83(1986)-  40 53 38.16125(N)    095 53 31.99420(W) AD(       ) 3
 LF1038  NGVD 29             365.67   (m)         1199.7    (f) LEVELING    3  
 LF1038  NGVD 29 (??/??/92)  365.667  (m)         1199.69   (f) ADJ UNCH    2 0
 LF1038
 LF1038.Superseded values are not recommended for survey control.
 LF1038
 LF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1038.See file dsdata.pdf to determine how the superseded data were derived.
 LF1038
 LF1038_MARKER: DR = REFERENCE MARK DISK
 LF1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1038_STAMPING: LEWISTON NO 1 1947
 LF1038_MARK LOGO: CGS
 LF1038_PROJECTION: FLUSH
 LF1038_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1038+STABILITY: SURFACE MOTION
 LF1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1038+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2011
 LF1038
 LF1038  HISTORY     - Date     Condition        Report By
 LF1038  HISTORY     - 1947     MONUMENTED       CGS
 LF1038  HISTORY     - 1950     GOOD             CGS
 LF1038  HISTORY     - 19800625 GOOD             NGS
 LF1038  HISTORY     - 20110615 GOOD             USACE
 LF1038
 LF1038                          STATION DESCRIPTION
 LF1038
 LF1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1038'3.5 MI SE FROM MURRAY.
 LF1038'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE MURRAY STATE BANK
 LF1038'AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF1038'1.5 MILES SOUTH ALONG A DIRT ROAD, IN A SCHOOL YARD, 146 FEET
 LF1038'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 100.4
 LF1038'FEET NORTHWEST OF LEWISTON R.M. 2, 63.7 FEET NORTHEAST OF
 LF1038'TRIANGULATION STATION LEWISTON 1947, 28 FEET WEST OF THE CENTER
 LF1038'LINE OF THE ROAD, 18 FEET EAST OF BENCH MARK N 256, 3 FEET
 LF1038'SOUTHWEST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 LF1038'WHICH IS FLUSH WITH THE GROUND.
 LF1038
 LF1038                          STATION RECOVERY (1980)
 LF1038
 LF1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1038'THE MARK IS ABOUT 8 MI (12.9 KM) SOUTH FROM PLATTSMOUTH, 2.5 MI
 LF1038'(4.0 KM) SOUTHEAST FROM MURRAY AND ON THE WEST RIGHT-OF-WAY OF A
 LF1038'COUNTY ROAD.
 LF1038'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAYS 34, 73
 LF1038'AND 75, ABOUT 0.8 MI (1.3 KM) EAST FROM MURRAY, GO EAST ON A GRAVELED
 LF1038'ROAD FOR 1.0 MI (1.6 KM) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 LF1038'A GRAVELED ROAD FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT.
 LF1038'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LF1038'RECESSED 4 IN BELOW THE GROUND SURFACE.  IT IS 96.0 FT (29.3 M) SOUTH
 LF1038'FROM A POWER POLE, 30.0 FT (9.1 M) EAST FROM A 30-IN ELM TREE, 28.0
 LF1038'FT (8.5 M) WEST FROM THE CENTERLINE OF THE ROAD AND 1.0 FT (0.3 M)
 LF1038'SOUTH FROM A WITNESS POST.  THE MARK IS A BENCH MARK ALSO.
 LF1038
 LF1038                          STATION RECOVERY (2011)
 LF1038
 LF1038'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2011 (DDS)
 LF1038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1039 ***********************************************************************
 LF1039  DESIGNATION -  LEWISTON RM 2
 LF1039  PID         -  LF1039
 LF1039  STATE/COUNTY-  NE/CASS
 LF1039  COUNTRY     -  US
 LF1039  USGS QUAD   -  MURRAY (2017)
 LF1039
 LF1039                         *CURRENT SURVEY CONTROL
 LF1039  ______________________________________________________________________
 LF1039* NAD 83(1986) POSITION- 40 53 37.29   (N) 095 53 31.33   (W)   HD_HELD1
 LF1039* NAVD 88 ORTHO HEIGHT -   366.491 (meters)     1202.40  (feet) ADJUSTED
 LF1039  ______________________________________________________________________
 LF1039  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 LF1039  DYNAMIC HEIGHT  -        366.331 (meters)     1201.87  (feet) COMP
 LF1039  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 LF1039
 LF1039  VERT ORDER      -  SECOND    CLASS 0
 LF1039
 LF1039.The horizontal coordinates were determined by differentially corrected
 LF1039.hand held GPS observations or other comparable positioning techniques
 LF1039.and have an estimated accuracy of +/- 3 meters.
 LF1039
 LF1039.The orthometric height was determined by differential leveling and
 LF1039.adjusted by the NATIONAL GEODETIC SURVEY
 LF1039.in June 1991.
 LF1039
 LF1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1039.GEOID18 height accuracy estimate available here.
 LF1039
 LF1039.Click photographs - Photos may exist for this station.
 LF1039
 LF1039.The dynamic height is computed by dividing the NAVD 88
 LF1039.geopotential number by the normal gravity value computed on the
 LF1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1039.degrees latitude (g = 980.6199 gals.).
 LF1039
 LF1039.The modeled gravity was interpolated from observed gravity values.
 LF1039
 LF1039;                    North         East    Units  Estimated Accuracy
 LF1039;SPC NE       -   125,948.8     845,950.3     MT  (+/- 3 meters HH1 GPS) 
 LF1039
 LF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5636930983(NAD 83)
 LF1039
 LF1039                          SUPERSEDED SURVEY CONTROL
 LF1039
 LF1039  NGVD 29 (??/??/92)  366.389  (m)         1202.06   (f) ADJ UNCH    2 0
 LF1039
 LF1039.Superseded values are not recommended for survey control.
 LF1039
 LF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1039.See file dsdata.pdf to determine how the superseded data were derived.
 LF1039
 LF1039_MARKER: DR = REFERENCE MARK DISK
 LF1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1039_STAMPING: LEWISTON NO 2 1947
 LF1039_MARK LOGO: CGS
 LF1039_PROJECTION: FLUSH
 LF1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1039+STABILITY: SURFACE MOTION
 LF1039
 LF1039  HISTORY     - Date     Condition        Report By
 LF1039  HISTORY     - 1947     MONUMENTED       CGS
 LF1039  HISTORY     - 1950     GOOD             CGS
 LF1039  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1039
 LF1039                          STATION DESCRIPTION
 LF1039
 LF1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1039'3.5 MI SE FROM MURRAY.
 LF1039'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE MURRAY STATE BANK
 LF1039'AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.5
 LF1039'MILES SOUTH ALONG A DIRT ROAD, AT A SCHOOL YARD, 119.6 FEET NORTHEAST
 LF1039'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 100.4 FEET SOUTHEAST
 LF1039'OF LEWISTON R.M. 1, 76.2 FEET SOUTHEAST OF TRIANGULATION STATION
 LF1039'LEWISTON 1947, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LF1039'1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1039'IS FLUSH WITH THE GROUND.
 LF1039
 LF1039                          STATION RECOVERY (2006)
 LF1039
 LF1039'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0770 ***********************************************************************
 LH0770  DESIGNATION -  LEXINGTON
 LH0770  PID         -  LH0770
 LH0770  STATE/COUNTY-  NE/DAWSON
 LH0770  COUNTRY     -  US
 LH0770  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0770
 LH0770                         *CURRENT SURVEY CONTROL
 LH0770  ______________________________________________________________________
 LH0770* NAD 83(1995) POSITION- 40 46 39.38613(N) 099 44 43.64300(W)   ADJUSTED
 LH0770* NAVD 88 ORTHO HEIGHT -   728.904 (meters)     2391.41  (feet) ADJUSTED
 LH0770  ______________________________________________________________________
 LH0770  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 LH0770  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 LH0770  DYNAMIC HEIGHT  -        728.478 (meters)     2390.01  (feet) COMP
 LH0770  MODELED GRAVITY -    980,015.9   (mgal)                       NAVD 88
 LH0770
 LH0770  HORZ ORDER      -  SECOND
 LH0770  VERT ORDER      -  FIRST     CLASS II
 LH0770
 LH0770.The horizontal coordinates were established by classical geodetic methods
 LH0770.and adjusted by the National Geodetic Survey in August 1997.
 LH0770
 LH0770.The orthometric height was determined by differential leveling and
 LH0770.adjusted by the NATIONAL GEODETIC SURVEY
 LH0770.in June 1991.
 LH0770
 LH0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0770.GEOID18 height accuracy estimate available here.
 LH0770
 LH0770.Click photographs - Photos may exist for this station.
 LH0770
 LH0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0770
 LH0770.The dynamic height is computed by dividing the NAVD 88
 LH0770.geopotential number by the normal gravity value computed on the
 LH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0770.degrees latitude (g = 980.6199 gals.).
 LH0770
 LH0770.The modeled gravity was interpolated from observed gravity values.
 LH0770
 LH0770. The following values were computed from the NAD 83(1995) position.
 LH0770
 LH0770;                    North         East     Units Scale Factor Converg.
 LH0770;SPC NE       -   104,872.428   521,482.251   MT  0.99973875   +0 10 07.3
 LH0770;SPC NE       -   344,068.96  1,710,896.35   sFT  0.99973875   +0 10 07.3
 LH0770;UTM  14      - 4,514,337.112   437,095.458   MT  0.99964870   -0 29 12.8
 LH0770
 LH0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0770!SPC NE       -   0.99988941  x   0.99973875  =   0.99962819
 LH0770!UTM  14      -   0.99988941  x   0.99964870  =   0.99953815
 LH0770
 LH0770:                Primary Azimuth Mark                     Grid Az
 LH0770:SPC NE       -  GOLD                                     254 04 17.8
 LH0770:UTM  14      -  GOLD                                     254 43 37.9
 LH0770
 LH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3709514337(NAD 83)
 LH0770
 LH0770|---------------------------------------------------------------------|
 LH0770| PID    Reference Object                     Distance      Geod. Az  |
 LH0770|                                                           dddmmss.s |
 LH0770| LH1048 LEXINGTON DAWSON CO COURTHOUSE      490.418 METERS 0511210.6 |
 LH0770| LH1046 LEXINGTON FIRST NAT BANK SPIRE      340.845 METERS 06914     |
 LH0770| LH1047 LEXINGTON MUNICIPAL STANDPIPE        32.325 METERS 09140     |
 LH0770| LH1045 LEXINGTON FLOUR MILL ELEV STK       APPROX. 0.5 KM 1103927.7 |
 LH0770| CN9849 LEXINGTON RM 1                       54.493 METERS 20655     |
 LH0770| LH1071 GOLD                                APPROX.16.4 KM 2541425.1 |
 LH0770| CN9848 LEXINGTON AZ MK                                    2793753.2 |
 LH0770| LH0771 LEXINGTON RM 2                       49.125 METERS 28443     |
 LH0770| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX. 4.4 KM 3562229.5 |
 LH0770|---------------------------------------------------------------------|
 LH0770
 LH0770                          SUPERSEDED SURVEY CONTROL
 LH0770
 LH0770  NAD 83(1986)-  40 46 39.39300(N)    099 44 43.64692(W) AD(       ) 2
 LH0770  NAD 27      -  40 46 39.37200(N)    099 44 42.25400(W) AD(       ) 2
 LH0770  NGVD 29 (??/??/92)  728.628  (m)         2390.51   (f) ADJ UNCH    1 2
 LH0770  NGVD 29             728.63   (m)         2390.5    (f) LEVELING    3  
 LH0770
 LH0770.Superseded values are not recommended for survey control.
 LH0770
 LH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0770.See file dsdata.pdf to determine how the superseded data were derived.
 LH0770
 LH0770_MARKER: DS = TRIANGULATION STATION DISK
 LH0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0770_STAMPING: LEXINGTON 1934
 LH0770_MARK LOGO: CGS
 LH0770_PROJECTION: FLUSH
 LH0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0770+STABILITY: SURFACE MOTION
 LH0770
 LH0770  HISTORY     - Date     Condition        Report By
 LH0770  HISTORY     - 1934     MONUMENTED       CGS
 LH0770  HISTORY     - 1950     GOOD             CGS
 LH0770  HISTORY     - 1950     GOOD             CGS
 LH0770  HISTORY     - 1959     GOOD             CGS
 LH0770  HISTORY     - 1960     MARK NOT FOUND   CGS
 LH0770
 LH0770                          STATION DESCRIPTION
 LH0770
 LH0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH0770'STATION IS LOCATED IN THE WESTERN PART OF LEXINGTON, ON CITY
 LH0770'PROPERTY, IN THE CORNER FORMED BY THE INTERSECTION OF NORTH
 LH0770'HARRISON STREET WITH U.S. HIGHWAY 30 AND WEST 5TH STREET, IN THE
 LH0770'SOUTHWEST QUARTER OF SEC. 5, T. 10 N., R. 21 W., 105 FEET WEST OF
 LH0770'CENTERLINE OF CITY STANDPIPE, 70 FEET SOUTH OF CENTERLINE OF WEST
 LH0770'5TH STREET, 50 FEET EAST OF CENTERLINE OF NORTH HARRISON STREET,
 LH0770'AND 42 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 30.
 LH0770'
 LH0770'REFERENCE MARK NO. 1 IS 125 FEET SOUTH OF CENTERLINE OF U.S.
 LH0770'HIGHWAY 30, 45 FEET NORTH OF CENTERLINE OF NORTH RAILROAD
 LH0770'SIDING.
 LH0770'
 LH0770'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF CENTERLINE OF U.S.
 LH0770'HIGHWAY 30, 69 FEET SOUTH OF SOUTHEAST CORNER OF BRICK GARAGE,
 LH0770'ABOUT 100 FEET WEST OF CENTERLINE OF NORTH HARRISON STREET.
 LH0770'
 LH0770'TO REACH AZIMUTH MARK FROM INTERSECTION OF U.S. HIGHWAY 30, AND
 LH0770'NORTH HARRISON STREET, GO WEST ON U.S. HIGHWAY 30 FOR 0.4 MILE.
 LH0770'MARK IS 90 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 30, AND 48
 LH0770'FEET NORTH OF CENTERLINE OF MAIN TRACK OF UNION PACIFIC
 LH0770'RAILROAD.
 LH0770'
 LH0770'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LH0770
 LH0770                          STATION RECOVERY (1950)
 LH0770
 LH0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LH0770'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 LH0770'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 LH0770'AS DESCRIBED.  REFERENCE MARK NO. 1 WAS NOT FOUND AND HAS
 LH0770'EVIDENTLY BEEN DESTROYED BY BUILDINGS.  THE AZIMUTH WAS NOT
 LH0770'FOUND AND HAS EVIDENTLY BEEN DESTROYED BY BUILDINGS.
 LH0770
 LH0770                          STATION RECOVERY (1950)
 LH0770
 LH0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0770'AT LEXINGTON.
 LH0770'AT LEXINGTON, AT THE INTERSECTION OF NORTH HARRISON STREET AND
 LH0770'WEST 5TH STREET, 105 FEET WEST OF THE CENTER OF THE CITY WATER
 LH0770'TOWER, 70 FEET SOUTH OF THE CENTER LINE OF WEST 5TH STREET,
 LH0770'50 FEET EAST OF THE CENTER LINE OF NORTH HARRISON STREET,
 LH0770'42 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 30 FEET
 LH0770'SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 21 FEET NORTHWEST OF A
 LH0770'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LH0770'FLUSH WITH THE GROUND.
 LH0770
 LH0770                          STATION RECOVERY (1959)
 LH0770
 LH0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH0770'STATION WAS NOT RECOVERED AS THE SPOT PREVIOUSLY OCCUPIED BY THE
 LH0770'STATION MARKER IS NOW COVERED BY A CONCRETE BASE ON WHICH SETS A
 LH0770'WORLD WAR 2 SHERMAN TANK.
 LH0770'
 LH0770'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED AS
 LH0770'PREVIOUSLY REPORTED.
 LH0770
 LH0770                          STATION RECOVERY (1960)
 LH0770
 LH0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LH0770'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1048 ***********************************************************************
 LH1048  DESIGNATION -  LEXINGTON DAWSON CO COURTHOUSE
 LH1048  PID         -  LH1048
 LH1048  STATE/COUNTY-  NE/DAWSON
 LH1048  COUNTRY     -  US
 LH1048  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1048
 LH1048                         *CURRENT SURVEY CONTROL
 LH1048  ______________________________________________________________________
 LH1048* NAD 83(1995) POSITION- 40 46 49.34714(N) 099 44 27.34256(W)   ADJUSTED
 LH1048  ______________________________________________________________________
 LH1048  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 LH1048  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LH1048  HORZ ORDER      -  THIRD
 LH1048
 LH1048.The horizontal coordinates were established by classical geodetic methods
 LH1048.and adjusted by the National Geodetic Survey in August 1997.
 LH1048
 LH1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1048.GEOID18 height accuracy estimate available here.
 LH1048
 LH1048.Click photographs - Photos may exist for this station.
 LH1048
 LH1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1048
 LH1048. The following values were computed from the NAD 83(1995) position.
 LH1048
 LH1048;                    North         East     Units Scale Factor Converg.
 LH1048;SPC NE       -   105,180.750   521,863.462   MT  0.99973814   +0 10 18.1
 LH1048;SPC NE       -   345,080.51  1,712,147.04   sFT  0.99973814   +0 10 18.1
 LH1048;UTM  14      - 4,514,641.024   437,480.138   MT  0.99964811   -0 29 02.3
 LH1048
 LH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3748014641(NAD 83)
 LH1048
 LH1048                          SUPERSEDED SURVEY CONTROL
 LH1048
 LH1048  NAD 83(1986)-  40 46 49.35350(N)    099 44 27.34619(W) AD(       ) 3
 LH1048  NAD 27      -  40 46 49.34000(N)    099 44 25.95000(W) AD(       ) 3
 LH1048
 LH1048.Superseded values are not recommended for survey control.
 LH1048
 LH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1048.See file dsdata.pdf to determine how the superseded data were derived.
 LH1048
 LH1048
 LH1048  HISTORY     - Date     Condition        Report By
 LH1048  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1048  HISTORY     - 20030811 GOOD             USPSQD
 LH1048  HISTORY     - 20060513 GOOD             GEOCAC
 LH1048
 LH1048                          STATION DESCRIPTION
 LH1048
 LH1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1048'POINT OBSERVED UPON WAS CENTER OF COURTHOUSE IN THE NORTH CENTRAL
 LH1048'PART OF TOWN, APPROXIMATELY 70 FEET HIGH, BUILT 1913.
 LH1048'
 LH1048'OBJECT WAS OBSERVED UPON FROM LEXINGTON, AND GOLD.
 LH1048
 LH1048                          STATION RECOVERY (2003)
 LH1048
 LH1048'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1048'STATION FOUND GOOD. SITE OF COURT HOUSE IS NORTH OF 7TH ST, SOUTH OF
 LH1048'8TH ST, EAST OF WASHINGTON ST AND WEST OF GRANT ST, IN DOWNTOWN
 LH1048'LEXINGTON. THE FRONT OF THE COURT HOUSE IS ON WASHINGTON STREET.
 LH1048
 LH1048                          STATION RECOVERY (2006)
 LH1048
 LH1048'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1046 ***********************************************************************
 LH1046  DESIGNATION -  LEXINGTON FIRST NAT BANK SPIRE
 LH1046  PID         -  LH1046
 LH1046  STATE/COUNTY-  NE/DAWSON
 LH1046  COUNTRY     -  US
 LH1046  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1046
 LH1046                         *CURRENT SURVEY CONTROL
 LH1046  ______________________________________________________________________
 LH1046* NAD 83(1995) POSITION- 40 46 43.30237(N) 099 44 30.05106(W)   ADJUSTED
 LH1046  ______________________________________________________________________
 LH1046  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 LH1046  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 LH1046  HORZ ORDER      -  THIRD
 LH1046
 LH1046.The horizontal coordinates were established by classical geodetic methods
 LH1046.and adjusted by the National Geodetic Survey in August 1997.
 LH1046
 LH1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1046.GEOID18 height accuracy estimate available here.
 LH1046
 LH1046.Click photographs - Photos may exist for this station.
 LH1046
 LH1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1046
 LH1046. The following values were computed from the NAD 83(1995) position.
 LH1046
 LH1046;                    North         East     Units Scale Factor Converg.
 LH1046;SPC NE       -   104,994.146   521,800.526   MT  0.99973851   +0 10 16.3
 LH1046;SPC NE       -   344,468.29  1,711,940.56   sFT  0.99973851   +0 10 16.3
 LH1046;UTM  14      - 4,514,455.169   437,415.077   MT  0.99964821   -0 29 04.0
 LH1046
 LH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3741514455(NAD 83)
 LH1046
 LH1046                          SUPERSEDED SURVEY CONTROL
 LH1046
 LH1046  NAD 83(1986)-  40 46 43.30875(N)    099 44 30.05466(W) AD(       ) 3
 LH1046  NAD 27      -  40 46 43.28800(N)    099 44 28.66200(W) AD(       ) 3
 LH1046
 LH1046.Superseded values are not recommended for survey control.
 LH1046
 LH1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1046.See file dsdata.pdf to determine how the superseded data were derived.
 LH1046
 LH1046_MARKER: 82 = FINIAL
 LH1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1046+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH1046
 LH1046  HISTORY     - Date     Condition        Report By
 LH1046  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1046  HISTORY     - 20030811 GOOD             USPSQD
 LH1046  HISTORY     - 20060514 GOOD             GEOCAC
 LH1046
 LH1046                          STATION DESCRIPTION
 LH1046
 LH1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1046'POINT OBSERVED UPON WAS FINIAL OF SPIRE ON FIRST NATIONAL BANK,
 LH1046'IN CENTER OF TOWN, APPROXIMATELY 80 FEET HIGH, BUILT 1890.
 LH1046'
 LH1046'OBJECT WAS OBSERVED FROM LEXINGTON, PERRY, AND GOLD.
 LH1046
 LH1046                          STATION RECOVERY (2003)
 LH1046
 LH1046'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1046'STATION FOUND GOOD. BUILDING REMAINS, BUT IS NO LONGER THE FIRST
 LH1046'NATIONAL BANK. BUILDING IS OCCUPIED BY THE PINNACLE INSURANCE AGENCY.
 LH1046'SITE OF BUILDING IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 6TH
 LH1046'AND WASHINGTON STREETS IN DOWNTOWN LEXINGTON.
 LH1046
 LH1046                          STATION RECOVERY (2006)
 LH1046
 LH1046'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1046'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LH1046'WASHINGTON AND 6TH STREETS.  THE BUILDING IS STILL OCCUPIED BY THE
 LH1046'PINNACLE AGENCY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1045 ***********************************************************************
 LH1045  DESIGNATION -  LEXINGTON FLOUR MILL ELEV STK
 LH1045  PID         -  LH1045
 LH1045  STATE/COUNTY-  NE/DAWSON
 LH1045  COUNTRY     -  US
 LH1045  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1045
 LH1045                         *CURRENT SURVEY CONTROL
 LH1045  ______________________________________________________________________
 LH1045* NAD 83(1995) POSITION- 40 46 33.33765(N) 099 44 22.54157(W)   ADJUSTED
 LH1045  ______________________________________________________________________
 LH1045  GEOID HEIGHT    -        -23.834 (meters)                     GEOID18
 LH1045  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 LH1045  HORZ ORDER      -  THIRD
 LH1045
 LH1045.The horizontal coordinates were established by classical geodetic methods
 LH1045.and adjusted by the National Geodetic Survey in August 1997.
 LH1045
 LH1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1045.GEOID18 height accuracy estimate available here.
 LH1045
 LH1045.Click photographs - Photos may exist for this station.
 LH1045
 LH1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1045
 LH1045. The following values were computed from the NAD 83(1995) position.
 LH1045
 LH1045;                    North         East     Units Scale Factor Converg.
 LH1045;SPC NE       -   104,687.373   521,977.494   MT  0.99973912   +0 10 21.3
 LH1045;SPC NE       -   343,461.82  1,712,521.16   sFT  0.99973912   +0 10 21.3
 LH1045;UTM  14      - 4,514,146.419   437,588.507   MT  0.99964794   -0 28 59.0
 LH1045
 LH1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3758814146(NAD 83)
 LH1045
 LH1045                          SUPERSEDED SURVEY CONTROL
 LH1045
 LH1045  NAD 83(1986)-  40 46 33.34396(N)    099 44 22.54492(W) AD(       ) 3
 LH1045  NAD 27      -  40 46 33.32300(N)    099 44 21.15300(W) AD(       ) 3
 LH1045
 LH1045.Superseded values are not recommended for survey control.
 LH1045
 LH1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1045.See file dsdata.pdf to determine how the superseded data were derived.
 LH1045
 LH1045_MARKER: 63 = STACK
 LH1045
 LH1045  HISTORY     - Date     Condition        Report By
 LH1045  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1045  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1045
 LH1045                          STATION DESCRIPTION
 LH1045
 LH1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1045'POINT OBSERVED UPON WAS CENTER OF STACK ON FLOUR MILL, IN THE
 LH1045'SOUTHERN PART OF TOWN, JUST SOUTH OF RAILROAD TRACKS,
 LH1045'APPROXIMATELY 75 FEET HIGH, BUILT 1919.
 LH1045'
 LH1045'OBJECT WAS OBSERVED FROM LEXINGTON, PERRY, AND GOLD.
 LH1045
 LH1045                          STATION RECOVERY (2003)
 LH1045
 LH1045'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1045'STATION NOT FOUND. SITE LOCATED. ACCORDING TO LEXINGTON RESIDENT DAN
 LH1045'NELSEN OF THE PINNACLE INSURANCE AGENCY, THE FLOUR MILL ELEVATOR STACK
 LH1045'WAS TORN DOWN IN APPROXIMATELY 1993.  THIS STATION SHOULD BE DECLARED
 LH1045'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1047 ***********************************************************************
 LH1047  DESIGNATION -  LEXINGTON MUNICIPAL STANDPIPE
 LH1047  PID         -  LH1047
 LH1047  STATE/COUNTY-  NE/DAWSON
 LH1047  COUNTRY     -  US
 LH1047  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1047
 LH1047                         *CURRENT SURVEY CONTROL
 LH1047  ______________________________________________________________________
 LH1047* NAD 83(1995) POSITION- 40 46 39.35577(N) 099 44 42.26508(W)   ADJUSTED
 LH1047  ______________________________________________________________________
 LH1047  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 LH1047  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 LH1047  HORZ ORDER      -  THIRD
 LH1047
 LH1047.The horizontal coordinates were established by classical geodetic methods
 LH1047.and adjusted by the National Geodetic Survey in August 1997.
 LH1047
 LH1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1047.GEOID18 height accuracy estimate available here.
 LH1047
 LH1047.Click photographs - Photos may exist for this station.
 LH1047
 LH1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1047
 LH1047. The following values were computed from the NAD 83(1995) position.
 LH1047
 LH1047;                    North         East     Units Scale Factor Converg.
 LH1047;SPC NE       -   104,871.587   521,514.556   MT  0.99973875   +0 10 08.2
 LH1047;SPC NE       -   344,066.20  1,711,002.34   sFT  0.99973875   +0 10 08.2
 LH1047;UTM  14      - 4,514,335.901   437,127.749   MT  0.99964865   -0 29 11.9
 LH1047
 LH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3712714335(NAD 83)
 LH1047
 LH1047                          SUPERSEDED SURVEY CONTROL
 LH1047
 LH1047  NAD 83(1986)-  40 46 39.36290(N)    099 44 42.26851(W) AD(       ) 3
 LH1047  NAD 27      -  40 46 39.34000(N)    099 44 40.84400(W) AD(       ) 3
 LH1047
 LH1047.Superseded values are not recommended for survey control.
 LH1047
 LH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1047.See file dsdata.pdf to determine how the superseded data were derived.
 LH1047
 LH1047_MARKER: 52 = STANDPIPE TANK
 LH1047
 LH1047  HISTORY     - Date     Condition        Report By
 LH1047  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1047  HISTORY     - 1951     GOOD             CGS
 LH1047  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1047
 LH1047                          STATION DESCRIPTION
 LH1047
 LH1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1047'POINT OBSERVED UPON WAS CENTER OF MUNICIPAL STANDPIPE IN THE
 LH1047'WESTERN PART OF TOWN, APPROXIMATELY 110 FEET HIGH, BUILT 1890.
 LH1047'
 LH1047'OBJECT WAS OBSERVED FROM LEXINGTON, PERRY, AND GOLD.
 LH1047
 LH1047                          STATION RECOVERY (1951)
 LH1047
 LH1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1047'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LEXINGTON, 80
 LH1047'FEET SOUTH OF THE CENTER OF 5TH. STREET AND 67 FEET NORTH OF THE
 LH1047'CENTER OF U.S. HIGHWAY 30.
 LH1047'
 LH1047'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP.  THE OVERALL
 LH1047'HEIGHT IS 125 FEET.
 LH1047'
 LH1047'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 LH1047'
 LH1047'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1047
 LH1047                          STATION RECOVERY (2003)
 LH1047
 LH1047'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1047'STATION NOT FOUND. SITE LOCATED. STANDPIPE NO LONGER EXISTS AT THE
 LH1047'SITE. ACCORDING TO LEXINGTON RESIDENT DAN NELSEN OF THE PINNACLE
 LH1047'INSURANCE AGENCY, THE MUNICIPAL STANDPIPE WAS DESTROYED IN
 LH1047'APPROXIMATELY 1960. A NEW 8-SIDED TANK WAS BUILT AT A NEW SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1074 ***********************************************************************
 LH1074  DESIGNATION -  LEXINGTON MUNICIPAL APT BEACON
 LH1074  PID         -  LH1074
 LH1074  STATE/COUNTY-  NE/DAWSON
 LH1074  COUNTRY     -  US
 LH1074  USGS QUAD   -  LEXINGTON WEST (2017)
 LH1074
 LH1074                         *CURRENT SURVEY CONTROL
 LH1074  ______________________________________________________________________
 LH1074* NAD 83(1995) POSITION- 40 47 17.77858(N) 099 46 14.08048(W)   ADJUSTED
 LH1074  ______________________________________________________________________
 LH1074  GEOID HEIGHT    -        -23.780 (meters)                     GEOID18
 LH1074  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LH1074  HORZ ORDER      -  THIRD
 LH1074
 LH1074.The horizontal coordinates were established by classical geodetic methods
 LH1074.and adjusted by the National Geodetic Survey in August 1997.
 LH1074
 LH1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1074.GEOID18 height accuracy estimate available here.
 LH1074
 LH1074.Click photographs - Photos may exist for this station.
 LH1074
 LH1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1074
 LH1074. The following values were computed from the NAD 83(1995) position.
 LH1074
 LH1074;                    North         East     Units Scale Factor Converg.
 LH1074;SPC NE       -   106,050.477   519,358.979   MT  0.99973642   +0 09 07.3
 LH1074;SPC NE       -   347,933.94  1,703,930.25   sFT  0.99973642   +0 09 07.3
 LH1074;UTM  14      - 4,515,539.270   434,985.987   MT  0.99965202   -0 30 12.3
 LH1074
 LH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3498515539(NAD 83)
 LH1074
 LH1074                          SUPERSEDED SURVEY CONTROL
 LH1074
 LH1074  NAD 83(1986)-  40 47 17.78462(N)    099 46 14.08393(W) AD(       ) 3
 LH1074  NAD 27      -  40 47 17.76800(N)    099 46 12.66600(W) AD(       ) 3
 LH1074
 LH1074.Superseded values are not recommended for survey control.
 LH1074
 LH1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1074.See file dsdata.pdf to determine how the superseded data were derived.
 LH1074
 LH1074_MARKER: 21 = AIRPORT BEACON
 LH1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1074+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH1074
 LH1074  HISTORY     - Date     Condition        Report By
 LH1074  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1074  HISTORY     - 20030811 GOOD             USPSQD
 LH1074  HISTORY     - 20060514 GOOD             GEOCAC
 LH1074
 LH1074                          STATION DESCRIPTION
 LH1074
 LH1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1074'THE STATION IS LOCATED IN THE NORTHWEST PART OF LEXINGTON, 400
 LH1074'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE HANGAR AND 200
 LH1074'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE.
 LH1074'
 LH1074'THE BEACON LIGHT IS MOUNTED ON TOP OF A 4 LEGGED STEEL TOWER AND
 LH1074'ITS OVERALL HEIGHT IS 55 FEET.
 LH1074'
 LH1074'THE BEACON LIGHT WAS OBSERVED.
 LH1074
 LH1074                          STATION RECOVERY (2003)
 LH1074
 LH1074'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1074'RECOVERED IN GOOD CONDITION.
 LH1074
 LH1074                          STATION RECOVERY (2006)
 LH1074
 LH1074'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1074'LOCATED ON JIM KELLY FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0769 ***********************************************************************
 LH0769  DESIGNATION -  LEXINGTON RESET
 LH0769  PID         -  LH0769
 LH0769  STATE/COUNTY-  NE/DAWSON
 LH0769  COUNTRY     -  US
 LH0769  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0769
 LH0769                         *CURRENT SURVEY CONTROL
 LH0769  ______________________________________________________________________
 LH0769* NAD 83(1986) POSITION- 40 46 39.     (N) 099 44 39.     (W)   SCALED
 LH0769* NAVD 88 ORTHO HEIGHT -   729.327 (meters)     2392.80  (feet) ADJUSTED
 LH0769  ______________________________________________________________________
 LH0769  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 LH0769  DYNAMIC HEIGHT  -        728.901 (meters)     2391.40  (feet) COMP
 LH0769  MODELED GRAVITY -    980,015.9   (mgal)                       NAVD 88
 LH0769
 LH0769  VERT ORDER      -  FIRST     CLASS II
 LH0769
 LH0769.The horizontal coordinates were scaled from a map and have
 LH0769.an estimated accuracy of +/- 6 seconds.
 LH0769
 LH0769.The orthometric height was determined by differential leveling and
 LH0769.adjusted by the NATIONAL GEODETIC SURVEY
 LH0769.in June 1991.
 LH0769
 LH0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0769.GEOID18 height accuracy estimate available here.
 LH0769
 LH0769.Click photographs - Photos may exist for this station.
 LH0769
 LH0769.The dynamic height is computed by dividing the NAVD 88
 LH0769.geopotential number by the normal gravity value computed on the
 LH0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0769.degrees latitude (g = 980.6199 gals.).
 LH0769
 LH0769.The modeled gravity was interpolated from observed gravity values.
 LH0769
 LH0769;                    North         East    Units  Estimated Accuracy
 LH0769;SPC NE       -   104,860.      521,590.      MT  (+/- 180 meters Scaled)
 LH0769
 LH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML372143(NAD 83)
 LH0769
 LH0769                          SUPERSEDED SURVEY CONTROL
 LH0769
 LH0769  NGVD 29 (02/14/92)  729.052  (m)         2391.90   (f) ADJUSTED    1 2
 LH0769
 LH0769.Superseded values are not recommended for survey control.
 LH0769
 LH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0769.See file dsdata.pdf to determine how the superseded data were derived.
 LH0769
 LH0769_MARKER: DB = BENCH MARK DISK
 LH0769_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0769+WITH SETTING: PAVEMENT
 LH0769_SP_SET: WATER TOWER FOUNDATION
 LH0769_STAMPING: LEXINGTON RESET 1971
 LH0769_MARK LOGO: CGS
 LH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0769+STABILITY: SURFACE MOTION
 LH0769
 LH0769  HISTORY     - Date     Condition        Report By
 LH0769  HISTORY     - 1971     MONUMENTED       NGS
 LH0769  HISTORY     - 1986     GOOD             NGS
 LH0769
 LH0769                          STATION DESCRIPTION
 LH0769
 LH0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0769'AT LEXINGTON.
 LH0769'LOCATED AT THE NORTHWEST CORNER OF MADISON STREET AND U.S.
 LH0769'HIGHWAY 30 IN LEXINGTON, 1 FOOT WEST OF THE EXTREME EAST CORNER
 LH0769'OF THE CONCRETE BASE WHICH SUPPORTS THE WATER PIPE AT THE
 LH0769'CENTER OF THE LEXINGTON, MUNICIPAL WATER TANK.  IT IS CEMENTED
 LH0769'IN A DRILL HOLE IN THE CONCRETE FOUNDATION WHICH SURROUNDS
 LH0769'THE WATER PIPE.
 LH0769
 LH0769                          STATION RECOVERY (1986)
 LH0769
 LH0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0769'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 LH0769'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0769'BRIDGE AT LEXINGTON, IN THE EAST CORNER OF THE CONCRETE BASE OF THE
 LH0769'LEXINGTON, MUNICIPAL WATER TANK.
 LH0769'THE MARK IS 0.2 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0771 ***********************************************************************
 LH0771  DESIGNATION -  LEXINGTON RM 2
 LH0771  PID         -  LH0771
 LH0771  STATE/COUNTY-  NE/DAWSON
 LH0771  COUNTRY     -  US
 LH0771  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0771
 LH0771                         *CURRENT SURVEY CONTROL
 LH0771  ______________________________________________________________________
 LH0771* NAD 83(1986) POSITION- 40 46 39.79   (N) 099 44 45.67   (W)   HD_HELD1
 LH0771* NAVD 88 ORTHO HEIGHT -   729.031 (meters)     2391.83  (feet) ADJUSTED
 LH0771  ______________________________________________________________________
 LH0771  GEOID HEIGHT    -        -23.824 (meters)                     GEOID18
 LH0771  DYNAMIC HEIGHT  -        728.605 (meters)     2390.43  (feet) COMP
 LH0771  MODELED GRAVITY -    980,015.9   (mgal)                       NAVD 88
 LH0771
 LH0771  VERT ORDER      -  FIRST     CLASS II
 LH0771
 LH0771.The horizontal coordinates were determined by differentially corrected
 LH0771.hand held GPS observations or other comparable positioning techniques
 LH0771.and have an estimated accuracy of +/- 3 meters.
 LH0771
 LH0771.The orthometric height was determined by differential leveling and
 LH0771.adjusted by the NATIONAL GEODETIC SURVEY
 LH0771.in June 1991.
 LH0771
 LH0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0771.GEOID18 height accuracy estimate available here.
 LH0771
 LH0771.Click photographs - Photos may exist for this station.
 LH0771
 LH0771.The dynamic height is computed by dividing the NAVD 88
 LH0771.geopotential number by the normal gravity value computed on the
 LH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0771.degrees latitude (g = 980.6199 gals.).
 LH0771
 LH0771.The modeled gravity was interpolated from observed gravity values.
 LH0771
 LH0771;                    North         East    Units  Estimated Accuracy
 LH0771;SPC NE       -   104,884.7     521,434.7     MT  (+/- 3 meters HH1 GPS) 
 LH0771
 LH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3704814349(NAD 83)
 LH0771
 LH0771                          SUPERSEDED SURVEY CONTROL
 LH0771
 LH0771  NGVD 29 (??/??/92)  728.755  (m)         2390.92   (f) ADJ UNCH    1 2
 LH0771
 LH0771.Superseded values are not recommended for survey control.
 LH0771
 LH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0771.See file dsdata.pdf to determine how the superseded data were derived.
 LH0771
 LH0771_MARKER: DR = REFERENCE MARK DISK
 LH0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0771_STAMPING: LEXINGTON NO 2 1934
 LH0771_MARK LOGO: CGS
 LH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0771+STABILITY: SURFACE MOTION
 LH0771
 LH0771  HISTORY     - Date     Condition        Report By
 LH0771  HISTORY     - 1934     MONUMENTED       CGS
 LH0771  HISTORY     - 1950     GOOD             CGS
 LH0771
 LH0771                          STATION DESCRIPTION
 LH0771
 LH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0771'AT LEXINGTON.
 LH0771'AT LEXINGTON, 162.0 FEET WEST OF TRIANGULATION STATION LEXINGTON
 LH0771'1934, 100 FEET WEST OF THE CENTER LINE OF NORTH HARRISON STREET,
 LH0771'68 FEET SOUTH OF THE EAST EDGE OF THE DOOR OF THE J. ROY DEETER
 LH0771'MACHINING AND WELDING BUILDING, 28 FEET SOUTH OF THE CENTER
 LH0771'LINE OF WEST 5TH STREET, 38 FEET NORTHEAST OF THE CENTER LINE
 LH0771'OF U.S. HIGHWAY 30, 1.2 FEET EAST OF A WITNESS POST, SET IN THE
 LH0771'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0995 ***********************************************************************
 LH0995  SACS        -  This is a Secondary Airport Control Station.
 LH0995  DESIGNATION -  LEXPORT
 LH0995  PID         -  LH0995
 LH0995  STATE/COUNTY-  NE/DAWSON
 LH0995  COUNTRY     -  US
 LH0995  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0995
 LH0995                         *CURRENT SURVEY CONTROL
 LH0995  ______________________________________________________________________
 LH0995* NAD 83(2011) POSITION- 40 47 15.51652(N) 099 46 24.29968(W)   ADJUSTED
 LH0995* NAD 83(2011) ELLIP HT-   708.869 (meters)        (06/27/12)   ADJUSTED
 LH0995* NAD 83(2011) EPOCH   -  2010.00
 LH0995* NAVD 88 ORTHO HEIGHT -   732.647 (meters)     2403.69  (feet) ADJUSTED
 LH0995  ______________________________________________________________________
 LH0995  GEOID HEIGHT    -        -23.779 (meters)                     GEOID18
 LH0995  NAD 83(2011) X  -   -821,018.167 (meters)                     COMP
 LH0995  NAD 83(2011) Y  - -4,766,372.050 (meters)                     COMP
 LH0995  NAD 83(2011) Z  -  4,145,059.641 (meters)                     COMP
 LH0995  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LH0995  DYNAMIC HEIGHT  -        732.218 (meters)     2402.29  (feet) COMP
 LH0995  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 LH0995
 LH0995  VERT ORDER      -  FIRST     CLASS II
 LH0995
 LH0995  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0995  Standards:
 LH0995         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0995            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0995  -------------------------------------------------------------------
 LH0995  NETWORK    0.49   1.29           0.23   0.15   0.66     -0.04862452
 LH0995  -------------------------------------------------------------------
 LH0995  Click here for local accuracies and other accuracy information.
 LH0995
 LH0995.This mark is at Jim Kelly Field Airport (LXN)
 LH0995
 LH0995.The horizontal coordinates were established by GPS observations
 LH0995.and adjusted by the National Geodetic Survey in June 2012.
 LH0995
 LH0995.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0995.been affixed to the stable North American tectonic plate. See 
 LH0995.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0995
 LH0995.The horizontal coordinates are valid at the epoch date displayed above
 LH0995.which is a decimal equivalence of Year/Month/Day.
 LH0995
 LH0995.The orthometric height was determined by differential leveling and
 LH0995.adjusted by the NATIONAL GEODETIC SURVEY
 LH0995.in June 1991.
 LH0995
 LH0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0995.GEOID18 height accuracy estimate available here.
 LH0995
 LH0995.Click photographs - Photos may exist for this station.
 LH0995
 LH0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0995
 LH0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0995
 LH0995.The ellipsoidal height was determined by GPS observations
 LH0995.and is referenced to NAD 83.
 LH0995
 LH0995.The dynamic height is computed by dividing the NAVD 88
 LH0995.geopotential number by the normal gravity value computed on the
 LH0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0995.degrees latitude (g = 980.6199 gals.).
 LH0995
 LH0995.The modeled gravity was interpolated from observed gravity values.
 LH0995
 LH0995. The following values were computed from the NAD 83(2011) position.
 LH0995
 LH0995;                    North         East     Units Scale Factor Converg.
 LH0995;SPC NE       -   105,980.085   519,119.632   MT  0.99973656   +0 09 00.6
 LH0995;SPC NE       -   347,703.00  1,703,144.99   sFT  0.99973656   +0 09 00.6
 LH0995;UTM  14      - 4,515,471.627   434,745.871   MT  0.99965241   -0 30 18.9
 LH0995
 LH0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0995!SPC NE       -   0.99988882  x   0.99973656  =   0.99962541
 LH0995!UTM  14      -   0.99988882  x   0.99965241  =   0.99954127
 LH0995
 LH0995:                Primary Azimuth Mark                     Grid Az
 LH0995:SPC NE       -  LEXPORT AZ MK                            322 11 40.3
 LH0995:UTM  14      -  LEXPORT AZ MK                            322 50 59.8
 LH0995
 LH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3474515471(NAD 83)
 LH0995
 LH0995|---------------------------------------------------------------------|
 LH0995| PID    Reference Object                     Distance      Geod. Az  |
 LH0995|                                                           dddmmss.s |
 LH0995| LH0996 LEXPORT AZ MK                       APPROX. 0.9 KM 3222040.9 |
 LH0995|---------------------------------------------------------------------|
 LH0995
 LH0995                          SUPERSEDED SURVEY CONTROL
 LH0995
 LH0995  NAD 83(2007)-  40 47 15.51645(N)    099 46 24.30031(W) AD(2002.00) 0
 LH0995  ELLIP H (02/10/07)  708.892  (m)                       GP(2002.00)    
 LH0995  ELLIP H (12/10/01)  708.872  (m)                       GP(       ) 4 1
 LH0995  NAD 83(1995)-  40 47 15.51618(N)    099 46 24.29978(W) AD(       ) 1
 LH0995  ELLIP H (09/18/97)  708.928  (m)                       GP(       ) 4 1
 LH0995  NAD 83(1995)-  40 47 15.51657(N)    099 46 24.30003(W) AD(       ) 1
 LH0995  ELLIP H (08/18/97)  708.904  (m)                       GP(       ) 4 1
 LH0995  NAD 83(1986)-  40 47 15.52320(N)    099 46 24.30365(W) AD(       ) 1
 LH0995  NAVD 88             732.65   (m)         2403.7    (f) LEVELING    3  
 LH0995  NGVD 29 (02/14/92)  732.369  (m)         2402.78   (f) ADJUSTED    1 2
 LH0995  NGVD 29             732.37   (m)         2402.8    (f) LEVELING    3  
 LH0995
 LH0995.Superseded values are not recommended for survey control.
 LH0995
 LH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0995.See file dsdata.pdf to determine how the superseded data were derived.
 LH0995
 LH0995_MARKER: DH = HORIZONTAL CONTROL DISK
 LH0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0995_STAMPING: LEXPORT 1986
 LH0995_MARK LOGO: NGS
 LH0995_PROJECTION: FLUSH
 LH0995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0995+STABILITY: SURFACE MOTION
 LH0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0995+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 LH0995
 LH0995  HISTORY     - Date     Condition        Report By
 LH0995  HISTORY     - 1986     MONUMENTED       NGS
 LH0995  HISTORY     - 19890413 GOOD             NGS
 LH0995  HISTORY     - 19950801 GOOD             NGS
 LH0995  HISTORY     - 19970722 GOOD             NGS
 LH0995  HISTORY     - 20100506 GOOD             JEOCON
 LH0995
 LH0995                          STATION DESCRIPTION
 LH0995
 LH0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0995'IN LEXINGTON.
 LH0995'IN LEXINGTON, AT THE LEXINGTON MUNICIPAL AIRPORT, AT THE JUNCTION OF
 LH0995'THE ASPHALT TAXI STRIP LEADING SOUTHWEST FROM THE AIRPORT OFFICE AND
 LH0995'THE MAIN CONCRETE RUNWAY, 29.3 METERS (96 FT) NORTHEAST OF THE
 LH0995'NORTHEAST EDGE OF THE CONCRETE RUNWAY, 23.9 METERS (78.4 FT) NORTHEAST
 LH0995'OF THE MOST NORTHEAST 1 OF 2 PURPLE RUNWAY LITES, 21.0 METERS (68.9
 LH0995'FT) NORTHWEST OF THE CENTER OF THE ASPHALT TAXI STRIP AND 51.4 METERS
 LH0995'(168.5 FT) SOUTH OF THE CENTER OF A WIND DIRECTIONAL PLANE.
 LH0995'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0995'THE MARK IS ABOVE LEVEL WITH TAXI STRIP.
 LH0995
 LH0995                          STATION RECOVERY (1989)
 LH0995
 LH0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0995'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LEXINGTON, AT
 LH0995'THE LEXINGTON MUNICIPAL AIRPORT, AT THE JUNCTION OF A TAXIWAY AND
 LH0995'RUNWAY 14-32.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY.  AIRPORT
 LH0995'MANAGER IS ALLEN NEBEN, TELEPHONE IS 308-324-5311.
 LH0995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 LH0995'HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY 30 (WEST 7TH STREET)
 LH0995'FOR 2.5 KM (1.55 MI) TO AN ASPHALT ROAD RIGHT.  TURN RIGHT AND GO
 LH0995'NORTH ALONG THE ASPHALT ROAD FOR 0.72 KM (0.45 MI) TO THE AIRPORT
 LH0995'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST AND SOUTHWEST KEEPING TO
 LH0995'THE SOUTH SIDE OF THE AIRPORT OFFICE FOR 0.24 KM (0.15 MI) TO THE
 LH0995'JUNCTION OF A TAXIWAY AND RUNWAY 14-32 AND THE STATION ON THE RIGHT
 LH0995'BETWEEN TWO WITNESS POSTS.
 LH0995'THE STATION MARK IS SET 29.3 M (96.1 FT) NORTHEAST OF THE NORTHEAS
 LH0995'EDGE OF THE RUNWAY, 23.9 M (78.4 FT) NORTHEAST OF THE MOST NORTHEAST 1
 LH0995'OF 2 PURPLE RUNWAY LIGHTS, 21 M (68.9 FT) NORTHWEST OF THE CENTER OF
 LH0995'THE TAXIWAY, 51.4 M (168.6 FT) SOUTH OF THE CENTER OF A WIND DIRECTION
 LH0995'PLANE AND FLUSH WITH THE SURFACE.
 LH0995'DESCRIBED BY G.F.SMITH.
 LH0995
 LH0995                          STATION RECOVERY (1995)
 LH0995
 LH0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH0995'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 LH0995'CODAZ, 2.0 MI (3.2 KM) WEST-NORTHWEST OF LEXINGTON, AT THE
 LH0995'LEXINGTON/JIM KELLY FIELD AND AT THE JUNCTION OF A CONNECTOR TAXIWAY
 LH0995'AND RUNWAY 14/32.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY, PO BOX 972,
 LH0995'LEXINGTON NE 68850.  AIRPORT MANAGER IS ALAN NEBEN, PHONE (308)
 LH0995'324-5311.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LH0995'HIGHWAY 80 AND US HIGHWAY 283 (EXIT 237) SOUTH OF LEXINGTON, GO NORTH
 LH0995'ON US HIGHWAY 283 FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF 6TH
 LH0995'STREET (END US HIGHWAY 283), CONTINUE AHEAD AND GO NORTH ON JACKSON
 LH0995'STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO AN INTERSECTION, TURN LEFT
 LH0995'AND GO WESTERLY ON 7TH STREET FOR 0.85 MI (1.37 KM) TO A T-JUNCTION,
 LH0995'TURN RIGHT AND GO WESTERLY ON US HIGHWAY 30 FOR 0.65 MI (1.05 KM) TO
 LH0995'AN INTERSECTION, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.45 MI
 LH0995'(0.72 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN SOUTHWEST
 LH0995'(PASSING SOUTH OF THE AIRPORT OFFICE) ON THE AIRPORT ENTRANCE ROAD FOR
 LH0995'0.15 MI (0.24 KM) TO A GATE AND THE APRON AHEAD, PASS THROUGH GATE,
 LH0995'CONTINUE AHEAD AND GO SOUTHWEST ON THE APRON THEN ON A CONNECTOR
 LH0995'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE STATION ON THE
 LH0995'RIGHT.  THE STATION IS 167.5 FT (51.1 M) SOUTH OF THE CENTER OF A WIND
 LH0995'TEE, 121.3 FT (37.0 M) NORTHEAST OF THE RUNWAY CENTER, 80.6 FT (24.6
 LH0995'M) EAST-NORTHEAST OF THE MOST NORTHEASTERLY OF TWO TAXIWAY LIGHTS
 LH0995'(96), 56.6 FT (17.3 M) NORTHEAST OF THE TAXIWAY CENTER, 40.4 FT (12.3
 LH0995'M) WEST-NORTHWEST OF A TAXIWAY LIGHT (99) AND 33.4 FT (10.2 M)
 LH0995'NORTHEAST OF A TAXIWAY LIGHT (98).  THIS STATION TO BE USED AS SACS.
 LH0995
 LH0995                          STATION RECOVERY (1997)
 LH0995
 LH0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH0995'RECOVERED AS DESCRIBED.
 LH0995
 LH0995                          STATION RECOVERY (2010)
 LH0995
 LH0995'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0996 ***********************************************************************
 LH0996  SACS        -  This is a Secondary Airport Control Station.
 LH0996  DESIGNATION -  LEXPORT AZ MK
 LH0996  PID         -  LH0996
 LH0996  STATE/COUNTY-  NE/DAWSON
 LH0996  COUNTRY     -  US
 LH0996  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0996
 LH0996                         *CURRENT SURVEY CONTROL
 LH0996  ______________________________________________________________________
 LH0996* NAD 83(2011) POSITION- 40 47 38.08396(N) 099 46 47.21381(W)   ADJUSTED
 LH0996* NAD 83(2011) ELLIP HT-   710.379 (meters)        (06/27/12)   ADJUSTED
 LH0996* NAD 83(2011) EPOCH   -  2010.00
 LH0996* NAVD 88 ORTHO HEIGHT -   734.145 (meters)     2408.61  (feet) ADJUSTED
 LH0996  ______________________________________________________________________
 LH0996  GEOID HEIGHT    -        -23.759 (meters)                     GEOID18
 LH0996  NAD 83(2011) X  -   -821,470.596 (meters)                     COMP
 LH0996  NAD 83(2011) Y  - -4,765,833.710 (meters)                     COMP
 LH0996  NAD 83(2011) Z  -  4,145,587.735 (meters)                     COMP
 LH0996  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LH0996  DYNAMIC HEIGHT  -        733.715 (meters)     2407.20  (feet) COMP
 LH0996  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 LH0996
 LH0996  VERT ORDER      -  FIRST     CLASS II
 LH0996
 LH0996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0996  Standards:
 LH0996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0996  -------------------------------------------------------------------
 LH0996  NETWORK    0.49   1.29           0.23   0.15   0.66     -0.04242604
 LH0996  -------------------------------------------------------------------
 LH0996  Click here for local accuracies and other accuracy information.
 LH0996
 LH0996.This mark is at Jim Kelly Field Airport (LXN)
 LH0996
 LH0996.The horizontal coordinates were established by GPS observations
 LH0996.and adjusted by the National Geodetic Survey in June 2012.
 LH0996
 LH0996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0996.been affixed to the stable North American tectonic plate. See 
 LH0996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0996
 LH0996.The horizontal coordinates are valid at the epoch date displayed above
 LH0996.which is a decimal equivalence of Year/Month/Day.
 LH0996
 LH0996.The orthometric height was determined by differential leveling and
 LH0996.adjusted by the NATIONAL GEODETIC SURVEY
 LH0996.in June 1991.
 LH0996
 LH0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0996.GEOID18 height accuracy estimate available here.
 LH0996
 LH0996.Click photographs - Photos may exist for this station.
 LH0996
 LH0996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0996
 LH0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0996
 LH0996.The ellipsoidal height was determined by GPS observations
 LH0996.and is referenced to NAD 83.
 LH0996
 LH0996.The dynamic height is computed by dividing the NAVD 88
 LH0996.geopotential number by the normal gravity value computed on the
 LH0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0996.degrees latitude (g = 980.6199 gals.).
 LH0996
 LH0996.The modeled gravity was interpolated from observed gravity values.
 LH0996
 LH0996. The following values were computed from the NAD 83(2011) position.
 LH0996
 LH0996;                    North         East     Units Scale Factor Converg.
 LH0996;SPC NE       -   106,674.653   518,580.764   MT  0.99973520   +0 08 45.4
 LH0996;SPC NE       -   349,981.76  1,701,377.06   sFT  0.99973520   +0 08 45.4
 LH0996;UTM  14      - 4,516,172.256   434,215.027   MT  0.99965327   -0 30 34.1
 LH0996
 LH0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0996!SPC NE       -   0.99988858  x   0.99973520  =   0.99962381
 LH0996!UTM  14      -   0.99988858  x   0.99965327  =   0.99954189
 LH0996
 LH0996:                Primary Azimuth Mark                     Grid Az
 LH0996:SPC NE       -  LEXPORT                                  142 11 40.5
 LH0996:UTM  14      -  LEXPORT                                  142 51 00.0
 LH0996
 LH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3421516172(NAD 83)
 LH0996
 LH0996|---------------------------------------------------------------------|
 LH0996| PID    Reference Object                     Distance      Geod. Az  |
 LH0996|                                                           dddmmss.s |
 LH0996| LH0995 LEXPORT                             APPROX. 0.9 KM 1422025.9 |
 LH0996| AB4123 LXN A                               464.758 METERS 3355742.8 |
 LH0996|---------------------------------------------------------------------|
 LH0996
 LH0996                          SUPERSEDED SURVEY CONTROL
 LH0996
 LH0996  NAD 83(2007)-  40 47 38.08389(N)    099 46 47.21445(W) AD(2002.00) 0
 LH0996  ELLIP H (02/10/07)  710.402  (m)                       GP(2002.00)    
 LH0996  ELLIP H (12/10/01)  710.381  (m)                       GP(       ) 4 1
 LH0996  NAD 83(1995)-  40 47 38.08362(N)    099 46 47.21391(W) AD(       ) 1
 LH0996  ELLIP H (09/18/97)  710.437  (m)                       GP(       ) 4 1
 LH0996  NAD 83(1995)-  40 47 38.08403(N)    099 46 47.21460(W) AD(       ) 3
 LH0996  ELLIP H (08/18/97)  710.427  (m)                       GP(       ) 4 1
 LH0996  NAD 83(1986)-  40 47 38.09055(N)    099 46 47.21816(W) AD(       ) 3
 LH0996  NAVD 88             734.15   (m)         2408.6    (f) LEVELING    3  
 LH0996  NGVD 29 (02/14/92)  733.866  (m)         2407.69   (f) ADJUSTED    1 2
 LH0996  NGVD 29             733.87   (m)         2407.7    (f) LEVELING    3  
 LH0996
 LH0996.Superseded values are not recommended for survey control.
 LH0996
 LH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0996.See file dsdata.pdf to determine how the superseded data were derived.
 LH0996
 LH0996_MARKER: DZ = AZIMUTH MARK DISK
 LH0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0996_STAMPING: LEXPORT 1986
 LH0996_MARK LOGO: NGS
 LH0996_PROJECTION: FLUSH
 LH0996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0996+STABILITY: SURFACE MOTION
 LH0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0996+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 LH0996
 LH0996  HISTORY     - Date     Condition        Report By
 LH0996  HISTORY     - 1986     MONUMENTED       NGS
 LH0996  HISTORY     - 19890413 GOOD             NGS
 LH0996  HISTORY     - 19950801 GOOD             NGS
 LH0996  HISTORY     - 19970722 GOOD             NGS
 LH0996  HISTORY     - 20100506 GOOD             JEOCON
 LH0996
 LH0996                          STATION DESCRIPTION
 LH0996
 LH0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0996'IN LEXINGTON.
 LH0996'AT LEXINGTON, AT THE LEXINGTON MUNICIPAL AIRPORT, AT THE EXTREME
 LH0996'NORTHWEST END OF THE MAIN CONCRETE RUNWAY, IN LINE WITH TWO YELLOW END
 LH0996'RUNWAY LITES, BETWEEN TWO WITNESS POSTS, 0.96 KM (0.55 MI) NORTHWEST
 LH0996'OF STATION LEXPORT, 17.5 METERS (57.5 FT) NORTHEAST OF THE NORTHEAST
 LH0996'EDGE OF THE CONCRETE RUNWAY, 11.9 METERS (39 FT) NORTHEAST OF THE MOST
 LH0996'NORTHEAST 1 OF 2 YELLOW END RUNWAY LITES AND 7.8 METERS (25.6 FT)
 LH0996'SOUTHEAST OF THE SOUTHEAST EDGE OF A TURN-AROUND AREA.
 LH0996'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH0996'THE MARK IS ABOVE LEVEL WITH CONCRETE TURN-AROUNT.
 LH0996
 LH0996                          STATION RECOVERY (1989)
 LH0996
 LH0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0996'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LEXINGTON, AT
 LH0996'THE LEXINGTON MUNICIPAL AIRPORT, AT RUNWAY END 14.
 LH0996'OWNERSHIP--LEXINGTON AIRPORT AUTHORITY.  AIRPORT MANAGER IS ALLEN
 LH0996'NEBEN, TELEPHONE IS 308-324-5311.
 LH0996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 LH0996'HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY 30 (WEST 7TH STREET)
 LH0996'FOR 2.5 KM (1.55 MI) TO AN ASPHALT ROAD RIGHT.  TURN RIGHT AND GO
 LH0996'NORTH ALONG THE ASPHALT ROAD FOR 0.72 KM (0.45 MI) TO THE AIRPORT
 LH0996'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST AND SOUTHWEST KEEPING TO
 LH0996'THE SOUTH SIDE OF THE AIRPORT OFFICE FOR 0.24 KM (0.15 MI) TO THE
 LH0996'JUNCTION OF A TAXIWAY AND RUNWAY 14-32.  TURN RIGHT AND GO NORTHWEST,
 LH0996'KEEPING IN THE GRASS ALONG THE NORTHEAST EDGE OF THE RUNWAY, FOR 0.88
 LH0996'KM (0.55 MI) TO THE TURN-AROUND AT RUNWAY END 14 AND THE STATION.
 LH0996'THE STATION MARK IS SET 17.5 M (57.4 FT) NORTHEAST OF THE NORTHEAST
 LH0996'EDGE OF THE RUNWAY, 11.9 M (39.0 FT) NORTHEAST OF THE MOST NORTHEAST 1
 LH0996'OF 2 YELLOW RUNWAY END LIGHTS, 7.8 M (25.6 FT) SOUTHEAST OF THE
 LH0996'SOUTHEAST EDGE OF THE TURN-AROUND AND FLUSH WITH THE SURFACE.
 LH0996'DESCRIBED BY G.F.SMITH.
 LH0996
 LH0996                          STATION RECOVERY (1995)
 LH0996
 LH0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH0996'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 LH0996'CODAZ, 2.0 MI (3.2 KM) WEST-NORTHWEST OF LEXINGTON, AT THE
 LH0996'LEXINGTON/JIM KELLY FIELD.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY, PO
 LH0996'BOX 972, LEXINGTON NE 68850.  AIRPORT MANAGER IS ALAN NEBEN, PHONE
 LH0996'(308) 324-5311.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LH0996'HIGHWAY 80 AND US HIGHWAY 283 (EXIT 237) SOUTH OF LEXINGTON, GO NORTH
 LH0996'ON US HIGHWAY 283 FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF 6TH
 LH0996'STREET (END US HIGHWAY 283), CONTINUE AHEAD AND GO NORTH ON JACKSON
 LH0996'STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO A INTERSECTION, TURN LEFT
 LH0996'AND GO WESTERLY ON 7TH STREET FOR 0.85 MI (1.37 KM) TO A T-JUNCTION,
 LH0996'TURN RIGHT AND GO WESTERLY ON US HIGHWAY 30 FOR 0.65 MI (1.05 KM) TO
 LH0996'AN INTERSECTION, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.45 MI
 LH0996'(0.72 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN SOUTHWEST
 LH0996'(PASSING SOUTH OF THE AIRPORT OFFICE) ON THE AIRPORT ENTRANCE ROAD FOR
 LH0996'0.15 MI (0.24 KM) TO A GATE AND THE APRON AHEAD, PASS THROUGH GATE,
 LH0996'CONTINUE AHEAD AND GO SOUTHWEST ON THE APRON THEN ON A CONNECTOR
 LH0996'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO
 LH0996'NORTHWEST ON THE RUNWAY FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 LH0996'RIGHT.  THE STATION IS 322.0 FT (98.1 M) SOUTH-SOUTHEAST OF THE 2ND
 LH0996'VASI LIGHT, 150.0 FT (45.7 M) SOUTHEAST OF A RUNWAY LIGHT (81), 82.5
 LH0996'FT (25.1 M) NORTHEAST OF THE RUNWAY CENTER, 46.9 FT (14.3 M) NORTH OF
 LH0996'A RUNWAY LIGHT (82) AND 0.7 FT (21.3 CM) SOUTH OF A WITNESS POST.
 LH0996'THIS STATION TO BE USED AS SACS.
 LH0996
 LH0996                          STATION RECOVERY (1997)
 LH0996
 LH0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH0996'RECOVERED AS DESCRIBED.
 LH0996
 LH0996                          STATION RECOVERY (2010)
 LH0996
 LH0996'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0190 ***********************************************************************
 LG0190  DESIGNATION -  LG0190
 LG0190  PID         -  LG0190
 LG0190  STATE/COUNTY-  NE/JOHNSON
 LG0190  COUNTRY     -  US
 LG0190  USGS QUAD   -  TECUMSEH NW (2017)
 LG0190
 LG0190                         *CURRENT SURVEY CONTROL
 LG0190  ______________________________________________________________________
 LG0190* NAD 83(1986) POSITION- 40 25 48.     (N) 096 10 47.     (W)   SCALED
 LG0190* NAVD 88 ORTHO HEIGHT -   388.342 (meters)     1274.09  (feet) ADJUSTED
 LG0190  ______________________________________________________________________
 LG0190  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 LG0190  DYNAMIC HEIGHT  -        388.134 (meters)     1273.40  (feet) COMP
 LG0190  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 LG0190
 LG0190  VERT ORDER      -  SECOND    CLASS 0
 LG0190
 LG0190.The horizontal coordinates were scaled from a map and have
 LG0190.an estimated accuracy of +/- 6 seconds.
 LG0190
 LG0190.The orthometric height was determined by differential leveling and
 LG0190.adjusted by the NATIONAL GEODETIC SURVEY
 LG0190.in June 1991.
 LG0190
 LG0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0190.GEOID18 height accuracy estimate available here.
 LG0190
 LG0190.Click photographs - Photos may exist for this station.
 LG0190
 LG0190.The dynamic height is computed by dividing the NAVD 88
 LG0190.geopotential number by the normal gravity value computed on the
 LG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0190.degrees latitude (g = 980.6199 gals.).
 LG0190
 LG0190.The modeled gravity was interpolated from observed gravity values.
 LG0190
 LG0190;                    North         East    Units  Estimated Accuracy
 LG0190;SPC NE       -    73,410.      824,010.      MT  (+/- 180 meters Scaled)
 LG0190
 LG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK392793(NAD 83)
 LG0190
 LG0190                          SUPERSEDED SURVEY CONTROL
 LG0190
 LG0190  NGVD 29 (??/??/92)  388.248  (m)         1273.78   (f) ADJ UNCH    2 0
 LG0190
 LG0190.Superseded values are not recommended for survey control.
 LG0190
 LG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0190.See file dsdata.pdf to determine how the superseded data were derived.
 LG0190
 LG0190_MARKER: DZ = AZIMUTH MARK DISK
 LG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0190_MARK LOGO: CGS
 LG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0190+STABILITY: SURFACE MOTION
 LG0190
 LG0190  HISTORY     - Date     Condition        Report By
 LG0190  HISTORY     - 1961     MONUMENTED       CGS
 LG0190
 LG0190                          STATION DESCRIPTION
 LG0190
 LG0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0190'5 MI NE FROM TECUMSEH.
 LG0190'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0190'THENCE 4.3 MILES NORTH ALONG STATE HIGHWAY 50, 54 FEET EAST
 LG0190'OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A TELEPHONE
 LG0190'POLE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 LG0190'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 LG0190'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0192 ***********************************************************************
 LG0192  DESIGNATION -  LG0192
 LG0192  PID         -  LG0192
 LG0192  STATE/COUNTY-  NE/JOHNSON
 LG0192  COUNTRY     -  US
 LG0192  USGS QUAD   -  TECUMSEH NW (2017)
 LG0192
 LG0192                         *CURRENT SURVEY CONTROL
 LG0192  ______________________________________________________________________
 LG0192* NAD 83(1986) POSITION- 40 25 50.60   (N) 096 11 22.55   (W)   HD_HELD1
 LG0192* NAVD 88 ORTHO HEIGHT -   396.495 (meters)     1300.83  (feet) ADJUSTED
 LG0192  ______________________________________________________________________
 LG0192  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 LG0192  DYNAMIC HEIGHT  -        396.284 (meters)     1300.14  (feet) COMP
 LG0192  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LG0192
 LG0192  VERT ORDER      -  SECOND    CLASS 0
 LG0192
 LG0192.The horizontal coordinates were determined by differentially corrected
 LG0192.hand held GPS observations or other comparable positioning techniques
 LG0192.and have an estimated accuracy of +/- 3 meters.
 LG0192
 LG0192.The orthometric height was determined by differential leveling and
 LG0192.adjusted by the NATIONAL GEODETIC SURVEY
 LG0192.in June 1991.
 LG0192
 LG0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0192.GEOID18 height accuracy estimate available here.
 LG0192
 LG0192.Click photographs - Photos may exist for this station.
 LG0192
 LG0192.The dynamic height is computed by dividing the NAVD 88
 LG0192.geopotential number by the normal gravity value computed on the
 LG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0192.degrees latitude (g = 980.6199 gals.).
 LG0192
 LG0192.The modeled gravity was interpolated from observed gravity values.
 LG0192
 LG0192;                    North         East    Units  Estimated Accuracy
 LG0192;SPC NE       -    73,451.5     823,172.7     MT  (+/- 3 meters HH1 GPS) 
 LG0192
 LG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3839679358(NAD 83)
 LG0192
 LG0192                          SUPERSEDED SURVEY CONTROL
 LG0192
 LG0192  NGVD 29 (??/??/92)  396.400  (m)         1300.52   (f) ADJ UNCH    2 0
 LG0192
 LG0192.Superseded values are not recommended for survey control.
 LG0192
 LG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0192.See file dsdata.pdf to determine how the superseded data were derived.
 LG0192
 LG0192_MARKER: DR = REFERENCE MARK DISK
 LG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0192_MARK LOGO: CGS
 LG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0192+STABILITY: SURFACE MOTION
 LG0192
 LG0192  HISTORY     - Date     Condition        Report By
 LG0192  HISTORY     - 1961     MONUMENTED       CGS
 LG0192
 LG0192                          STATION DESCRIPTION
 LG0192
 LG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0192'6.4 MI NE FROM TECUMSEH.
 LG0192'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0192'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.6 MILE
 LG0192'WEST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTH ALONG A PAVED
 LG0192'ROAD TO THE SOUTH SIDE OF THE SITE, 106 FEET SOUTH OF A FENCE,
 LG0192'75 FEET WEST OF A TRIANGULATION STATION, 8-INCHES NORTH OF THE
 LG0192'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 LG0192'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0193 ***********************************************************************
 LG0193  DESIGNATION -  LG0193
 LG0193  PID         -  LG0193
 LG0193  STATE/COUNTY-  NE/JOHNSON
 LG0193  COUNTRY     -  US
 LG0193  USGS QUAD   -  TECUMSEH NW (2017)
 LG0193
 LG0193                         *CURRENT SURVEY CONTROL
 LG0193  ______________________________________________________________________
 LG0193* NAD 83(1995) POSITION- 40 25 50.72591(N) 096 11 21.66675(W)   ADJUSTED
 LG0193* NAVD 88 ORTHO HEIGHT -   395.990 (meters)     1299.18  (feet) ADJUSTED
 LG0193  ______________________________________________________________________
 LG0193  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 LG0193  LAPLACE CORR    -         -7.41  (seconds)                    DEFLEC18
 LG0193  DYNAMIC HEIGHT  -        395.778 (meters)     1298.48  (feet) COMP
 LG0193  MODELED GRAVITY -    980,079.2   (mgal)                       NAVD 88
 LG0193
 LG0193  HORZ ORDER      -  SECOND
 LG0193  VERT ORDER      -  SECOND    CLASS 0
 LG0193
 LG0193.The horizontal coordinates were established by classical geodetic methods
 LG0193.and adjusted by the National Geodetic Survey in August 1997.
 LG0193
 LG0193.The orthometric height was determined by differential leveling and
 LG0193.adjusted by the NATIONAL GEODETIC SURVEY
 LG0193.in June 1991.
 LG0193
 LG0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0193.GEOID18 height accuracy estimate available here.
 LG0193
 LG0193.Click photographs - Photos may exist for this station.
 LG0193
 LG0193.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0193
 LG0193.The dynamic height is computed by dividing the NAVD 88
 LG0193.geopotential number by the normal gravity value computed on the
 LG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0193.degrees latitude (g = 980.6199 gals.).
 LG0193
 LG0193.The modeled gravity was interpolated from observed gravity values.
 LG0193
 LG0193. The following values were computed from the NAD 83(1995) position.
 LG0193
 LG0193;                    North         East     Units Scale Factor Converg.
 LG0193;SPC NE       -    73,456.272   823,193.329   MT  0.99983298   +2 31 31.1
 LG0193;SPC NE       -   240,997.79  2,700,760.11   sFT  0.99983298   +2 31 31.1
 LG0193;UTM  14      - 4,479,362.948   738,417.117   MT  1.00029976   +1 49 25.1
 LG0193
 LG0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0193!SPC NE       -   0.99994233  x   0.99983298  =   0.99977532
 LG0193!UTM  14      -   0.99994233  x   1.00029976  =   1.00024207
 LG0193
 LG0193:                Primary Azimuth Mark                     Grid Az
 LG0193:SPC NE       -  MUDDY                                    001 33 05.1
 LG0193:UTM  14      -  MUDDY                                    002 15 11.1
 LG0193
 LG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3841779362(NAD 83)
 LG0193
 LG0193|---------------------------------------------------------------------|
 LG0193| PID    Reference Object                     Distance      Geod. Az  |
 LG0193|                                                           dddmmss.s |
 LG0193| LG0970 MUDDY                               APPROX.11.9 KM 0040436.2 |
 LG0193| LG0969 COOK MUNICIPAL TANK                 APPROX. 9.4 KM 0155316.9 |
 LG0193| CL6269 CL6269                                             0942058.8 |
 LG0193| LG0194 LG0194                               22.050 METERS 09944     |
 LG0193| LG0192 LG0192                               21.262 METERS 25932     |
 LG0193| LG0968 COOK RELAY TOWER                    APPROX.11.8 KM 3554739.6 |
 LG0193|---------------------------------------------------------------------|
 LG0193
 LG0193                          SUPERSEDED SURVEY CONTROL
 LG0193
 LG0193  NAD 83(1986)-  40 25 50.73355(N)    096 11 21.66279(W) AD(       ) 2
 LG0193  NGVD 29 (??/??/92)  395.894  (m)         1298.86   (f) ADJ UNCH    2 0
 LG0193
 LG0193.Superseded values are not recommended for survey control.
 LG0193
 LG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0193.See file dsdata.pdf to determine how the superseded data were derived.
 LG0193
 LG0193_MARKER: DS = TRIANGULATION STATION DISK
 LG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0193_MARK LOGO: CGS
 LG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0193+STABILITY: SURFACE MOTION
 LG0193
 LG0193  HISTORY     - Date     Condition        Report By
 LG0193  HISTORY     - 1961     MONUMENTED       CGS
 LG0193
 LG0193                          STATION DESCRIPTION
 LG0193
 LG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0193'6.4 MI NE FROM TECUMSEH.
 LG0193'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0193'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.6 MILE
 LG0193'WEST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTH ALONG A PAVED
 LG0193'ROAD TO THE SOUTH SIDE OF THE SITE, 91 FEET SOUTH OF THE SITE
 LG0193'FENCE, 75 FEET EAST OF R.M. 2, 72 FEET WEST OF R.M. 1, 12.6 FEET
 LG0193'NORTH OF THE PROPERTY FENCE, 2 FEET SOUTH OF A METAL WITNESS POST
 LG0193'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES
 LG0193'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0194 ***********************************************************************
 LG0194  DESIGNATION -  LG0194
 LG0194  PID         -  LG0194
 LG0194  STATE/COUNTY-  NE/JOHNSON
 LG0194  COUNTRY     -  US
 LG0194  USGS QUAD   -  TECUMSEH NW (2017)
 LG0194
 LG0194                         *CURRENT SURVEY CONTROL
 LG0194  ______________________________________________________________________
 LG0194* NAD 83(1986) POSITION- 40 25 50.61   (N) 096 11 20.74   (W)   HD_HELD1
 LG0194* NAVD 88 ORTHO HEIGHT -   394.660 (meters)     1294.81  (feet) ADJUSTED
 LG0194  ______________________________________________________________________
 LG0194  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 LG0194  DYNAMIC HEIGHT  -        394.449 (meters)     1294.12  (feet) COMP
 LG0194  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LG0194
 LG0194  VERT ORDER      -  SECOND    CLASS 0
 LG0194
 LG0194.The horizontal coordinates were determined by differentially corrected
 LG0194.hand held GPS observations or other comparable positioning techniques
 LG0194.and have an estimated accuracy of +/- 3 meters.
 LG0194
 LG0194.The orthometric height was determined by differential leveling and
 LG0194.adjusted by the NATIONAL GEODETIC SURVEY
 LG0194.in June 1991.
 LG0194
 LG0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0194.GEOID18 height accuracy estimate available here.
 LG0194
 LG0194.Click photographs - Photos may exist for this station.
 LG0194
 LG0194.The dynamic height is computed by dividing the NAVD 88
 LG0194.geopotential number by the normal gravity value computed on the
 LG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0194.degrees latitude (g = 980.6199 gals.).
 LG0194
 LG0194.The modeled gravity was interpolated from observed gravity values.
 LG0194
 LG0194;                    North         East    Units  Estimated Accuracy
 LG0194;SPC NE       -    73,453.7     823,215.3     MT  (+/- 3 meters HH1 GPS) 
 LG0194
 LG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3843979360(NAD 83)
 LG0194
 LG0194                          SUPERSEDED SURVEY CONTROL
 LG0194
 LG0194  NGVD 29 (??/??/92)  394.564  (m)         1294.50   (f) ADJ UNCH    2 0
 LG0194
 LG0194.Superseded values are not recommended for survey control.
 LG0194
 LG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0194.See file dsdata.pdf to determine how the superseded data were derived.
 LG0194
 LG0194_MARKER: DR = REFERENCE MARK DISK
 LG0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0194_MARK LOGO: CGS
 LG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0194+STABILITY: SURFACE MOTION
 LG0194
 LG0194  HISTORY     - Date     Condition        Report By
 LG0194  HISTORY     - 1961     MONUMENTED       CGS
 LG0194
 LG0194                          STATION DESCRIPTION
 LG0194
 LG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0194'6.4 MI NE FROM TECUMSEH.
 LG0194'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE IN TECUMSEH,
 LG0194'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.6 MILE
 LG0194'WEST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTH ALONG A PAVED
 LG0194'ROAD TO THE SOUTH SIDE OF THE SITE, 101 FEET SOUTH OF A FENCE, 72
 LG0194'FEET EAST OF A TRIANGULATION STATION, 11 INCHES NORTH OF THE
 LG0194'PROPERTY FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8
 LG0194'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0774 ***********************************************************************
 LG0774  DESIGNATION -  LG0774
 LG0774  PID         -  LG0774
 LG0774  STATE/COUNTY-  NE/SALINE
 LG0774  COUNTRY     -  US
 LG0774  USGS QUAD   -  DORCHESTER (2017)
 LG0774
 LG0774                         *CURRENT SURVEY CONTROL
 LG0774  ______________________________________________________________________
 LG0774* NAD 83(1995) POSITION- 40 37 36.16486(N) 097 01 37.88335(W)   ADJUSTED
 LG0774* NAVD 88 ORTHO HEIGHT -   439.918 (meters)     1443.30  (feet) ADJUSTED
 LG0774  ______________________________________________________________________
 LG0774  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 LG0774  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC18
 LG0774  DYNAMIC HEIGHT  -        439.684 (meters)     1442.53  (feet) COMP
 LG0774  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LG0774
 LG0774  HORZ ORDER      -  SECOND
 LG0774  VERT ORDER      -  FIRST     CLASS II
 LG0774
 LG0774.The horizontal coordinates were established by classical geodetic methods
 LG0774.and adjusted by the National Geodetic Survey in August 1997.
 LG0774
 LG0774.The orthometric height was determined by differential leveling and
 LG0774.adjusted by the NATIONAL GEODETIC SURVEY
 LG0774.in May 1993.
 LG0774
 LG0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0774.GEOID18 height accuracy estimate available here.
 LG0774
 LG0774.Click photographs - Photos may exist for this station.
 LG0774
 LG0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0774
 LG0774.The dynamic height is computed by dividing the NAVD 88
 LG0774.geopotential number by the normal gravity value computed on the
 LG0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0774.degrees latitude (g = 980.6199 gals.).
 LG0774
 LG0774.The modeled gravity was interpolated from observed gravity values.
 LG0774
 LG0774. The following values were computed from the NAD 83(1995) position.
 LG0774
 LG0774;                    North         East     Units Scale Factor Converg.
 LG0774;SPC NE       -    92,411.126   751,417.653   MT  0.99977531   +1 58 12.3
 LG0774;SPC NE       -   303,185.50  2,465,276.08   sFT  0.99977531   +1 58 12.3
 LG0774;UTM  14      - 4,499,190.755   666,853.966   MT  0.99994269   +1 17 05.5
 LG0774
 LG0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0774!SPC NE       -   0.99993519  x   0.99977531  =   0.99971052
 LG0774!UTM  14      -   0.99993519  x   0.99994269  =   0.99987789
 LG0774
 LG0774:                Primary Azimuth Mark                     Grid Az
 LG0774:SPC NE       -  LG1291                                   283 38 42.9
 LG0774:UTM  14      -  LG1291                                   284 19 49.7
 LG0774
 LG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6685399190(NAD 83)
 LG0774
 LG0774|---------------------------------------------------------------------|
 LG0774| PID    Reference Object                     Distance      Geod. Az  |
 LG0774|                                                           dddmmss.s |
 LG0774| LG1292 LG1292                               21.879 METERS 06253     |
 LG0774| LG1169 CRETE MILLS WATER TANK              APPROX. 5.4 KM 0902729.7 |
 LG0774| LG1167 CRETE DOANE COLL MERRELL BLDG       APPROX. 6.5 KM 0933944.5 |
 LG0774| CO2436 CO2436                                             1051910.1 |
 LG0774| LG1291 LG1291                                             2853655.2 |
 LG0774| LG0775 DORCHESTER MUNICIPAL TANK           APPROX. 7.7 KM 2863503.1 |
 LG0774| LG1293 LG1293                               17.794 METERS 33107     |
 LG0774|---------------------------------------------------------------------|
 LG0774
 LG0774                          SUPERSEDED SURVEY CONTROL
 LG0774
 LG0774  NAD 83(1986)-  40 37 36.17226(N)    097 01 37.88266(W) AD(       ) 2
 LG0774  NAD 27      -  40 37 36.16200(N)    097 01 36.76400(W) AD(       ) 2
 LG0774
 LG0774.Superseded values are not recommended for survey control.
 LG0774
 LG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0774.See file dsdata.pdf to determine how the superseded data were derived.
 LG0774
 LG0774_MARKER: DS = TRIANGULATION STATION DISK
 LG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0774_MARK LOGO: CGS
 LG0774_PROJECTION: FLUSH
 LG0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0774+STABILITY: SURFACE MOTION
 LG0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0774+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0774
 LG0774  HISTORY     - Date     Condition        Report By
 LG0774  HISTORY     - 1947     MONUMENTED       CGS
 LG0774  HISTORY     - 1947     GOOD             CGS
 LG0774  HISTORY     - 1964     GOOD             CGS
 LG0774  HISTORY     - 1965     GOOD             CGS
 LG0774  HISTORY     - 1975     GOOD             NEDR
 LG0774  HISTORY     - 19911008 GOOD             NGS
 LG0774
 LG0774                          STATION DESCRIPTION
 LG0774
 LG0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0774'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF CRETE AND 5 MILES
 LG0774'EAST OF DORCHESTER ON THE RIGHT-OF-WAY OF STATE HIGHWAY 33.  IT
 LG0774'IS IN THE NORTHEAST ANGLE OF A CROSSROADS FORMED BY STATE HIGHWAY
 LG0774'33 AND A NORTH-SOUTH GRAVELED ROAD, 37 FEET NORTH OF THE CENTER
 LG0774'OF STATE HIGHWAY 33, 57 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG0774'GRAVELED ROAD, 101 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 LG0774'TRACKS, AND 26 FEET NORTHWEST OF A SIGN POST WITH THE LETTERS
 LG0774'MILFORD 11 PRINTED ON IT.  IT IS STAMPED AND IS
 LG0774'FLUSH WITH THE SURFACE OF THE GROUND.
 LG0774'
 LG0774'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE SOUTH RAIL OF THE
 LG0774'RAILROAD TRACKS, AND 87 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LG0774'33.  IT IS STAMPED AND PROJECTS 4 INCHES.
 LG0774'
 LG0774'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 29 FEET EAST OF
 LG0774'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 60 FEET SOUTH OF THE
 LG0774'SOUTH RAIL OF A RAILROAD TRACKS AND 2 FEET WEST OF A TELEPHONE
 LG0774'POLE.  IT IS STAMPED AND PROJECTS 4 INCHES.
 LG0774'
 LG0774'THE AZIMUTH MARK IS ON A HIGH BANK BETWEEN STATE HIGHWAY 33 AND
 LG0774'THE RAILROAD TRACKS.  IT IS 13 FEET NORTH OF THE SOUTH EDGE OF
 LG0774'THE BANK, 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY 33 AND
 LG0774'1 FOOT WEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG0774'PROJECTING 2 FEET.  IT IS STAMPED AND PROJECTS 4
 LG0774'INCHES.
 LG0774'
 LG0774'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO SOUTH
 LG0774'FOR 0.15 MILE TO STATE HIGHWAY 33, TURN LEFT, EAST, AND GO 4.85
 LG0774'MILE TO A CROSS ROAD AND THE STATION AS DESCRIBED.
 LG0774'
 LG0774'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 LG0774'HIGHWAY 33 FOR 0.75 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LG0774'
 LG0774'A 74 FOOT SIGNAL AT CRETE IS VISIBLE AT 20 FEET.
 LG0774'
 LG0774'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT THE GROUND.
 LG0774'
 LG0774'A 74 FOOT SIGNAL AT TURKEY IS VISIBLE AT 10 FEET.
 LG0774'
 LG0774'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0774
 LG0774                          STATION RECOVERY (1947)
 LG0774
 LG0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG0774'RECOVERED IN GOOD CONDITION.
 LG0774
 LG0774                          STATION RECOVERY (1964)
 LG0774
 LG0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0774'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0774'RECOVERED AS DESCRIBED, EXCEPT THE AZIMUTH MARK HAD BEEN DESTROYED
 LG0774'BY ROAD CONSTRUCTION.  THIS AZIMUTH MARK COULD BE REPLACED IN THE
 LG0774'LATE FALL OR EARLY SPRING WHEN THE TREES ARE BARREN AND THE WATER
 LG0774'TANK IN DORCHESTER IS VISIBLE.
 LG0774'
 LG0774'A NEW STEEL WITNESS POST WITH SIGN WAS SET 1 FOOT WEST OF STATION
 LG0774'MARK.
 LG0774
 LG0774                          STATION RECOVERY (1965)
 LG0774
 LG0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LG0774'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LG0774'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 LG0774'TO THE REFERENCE MARKS WERE VERIFIED.  DUE TO WIDENING OF STATE
 LG0774'HIGHWAY 33 THE AZIMUTH MARK HAS BEEN DESTROYED.
 LG0774'
 LG0774'A NEW AZIMUTH MARK WAS SET.
 LG0774'
 LG0774'THE DESCRIPTION FOR THE STATION WAS FOUND ADEQUATE FOR RECOVERY.
 LG0774'
 LG0774'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION AND A DESCRIPTION
 LG0774'FOR THE NEW AZIMUTH MARK.
 LG0774'
 LG0774'THE STATION MARK IS 101 FEET SOUTH OF THE SOUTH RAIL OF THE
 LG0774'RAILROAD TRACK, 57 FEET NORTH OF THE CENTER OF STATE HIGHWAY 33,
 LG0774'55 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 29
 LG0774'FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 1 FOOT EAST OF
 LG0774'A METAL WITNESS POST.
 LG0774'
 LG0774'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 LG0774'
 LG0774'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 LG0774'
 LG0774'AZIMUTH MARK, A STANDARD DISK RESET DURING 1965 IS SET IN
 LG0774'A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS
 LG0774'78.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 71 FEET
 LG0774'EAST OF THE CENTER OF A FIELD APPROACH, 59.5 FEET NORTH OF THE
 LG0774'CENTER OF STATE HIGHWAY 33, AND 1 FOOT EAST OF A METAL WITNESS
 LG0774'POST.
 LG0774'
 LG0774'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG0774'HIGHWAY 33 FOR 0.35 MILE TO A FIELD APPROACH AND THE AZIMUTH MARK
 LG0774'ON THE RIGHT.
 LG0774
 LG0774                          STATION RECOVERY (1975)
 LG0774
 LG0774'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 LG0774'STATION AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 LG0774'
 LG0774'NEAREST TOWN--CRETE.
 LG0774
 LG0774                          STATION RECOVERY (1991)
 LG0774
 LG0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0774'5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0774'IN CRETE, 30.8 M (101.0 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 LG0774'NORTHERN RAILROAD, 27.3 M (89.6 FT) WEST OF A UTILITY POLE, 17.4 M
 LG0774'(57.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 M (57.1 FT) EAST OF
 LG0774'THE CENTER OF COUNTY ROAD 1900, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LG0774'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 LG0774'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1291 ***********************************************************************
 LG1291  DESIGNATION -  LG1291
 LG1291  PID         -  LG1291
 LG1291  STATE/COUNTY-  NE/SALINE
 LG1291  COUNTRY     -  US
 LG1291  USGS QUAD   -  DORCHESTER (2017)
 LG1291
 LG1291                         *CURRENT SURVEY CONTROL
 LG1291  ______________________________________________________________________
 LG1291* NAD 83(1986) POSITION- 40 37 41.00   (N) 097 02 00.64   (W)   HD_HELD1
 LG1291* NAVD 88 ORTHO HEIGHT -   441.879 (meters)     1449.73  (feet) ADJUSTED
 LG1291  ______________________________________________________________________
 LG1291  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 LG1291  DYNAMIC HEIGHT  -        441.643 (meters)     1448.96  (feet) COMP
 LG1291  MODELED GRAVITY -    980,077.3   (mgal)                       NAVD 88
 LG1291
 LG1291  VERT ORDER      -  FIRST     CLASS II
 LG1291
 LG1291.The horizontal coordinates were determined by differentially corrected
 LG1291.hand held GPS observations or other comparable positioning techniques
 LG1291.and have an estimated accuracy of +/- 3 meters.
 LG1291
 LG1291.The orthometric height was determined by differential leveling and
 LG1291.adjusted by the NATIONAL GEODETIC SURVEY
 LG1291.in May 1993.
 LG1291
 LG1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1291.GEOID18 height accuracy estimate available here.
 LG1291
 LG1291.Click photographs - Photos may exist for this station.
 LG1291
 LG1291.The dynamic height is computed by dividing the NAVD 88
 LG1291.geopotential number by the normal gravity value computed on the
 LG1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1291.degrees latitude (g = 980.6199 gals.).
 LG1291
 LG1291.The modeled gravity was interpolated from observed gravity values.
 LG1291
 LG1291;                    North         East    Units  Estimated Accuracy
 LG1291;SPC NE       -    92,541.8     750,878.1     MT  (+/- 3 meters HH1 GPS) 
 LG1291
 LG1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6631599327(NAD 83)
 LG1291
 LG1291                          SUPERSEDED SURVEY CONTROL
 LG1291
 LG1291.No superseded survey control is available for this station.
 LG1291
 LG1291_MARKER: DZ = AZIMUTH MARK DISK
 LG1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1291_MARK LOGO: CGS
 LG1291_PROJECTION: PROJECTING 9 CENTIMETERS
 LG1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1291+STABILITY: SURFACE MOTION
 LG1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1291+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 LG1291
 LG1291  HISTORY     - Date     Condition        Report By
 LG1291  HISTORY     - 1965     MONUMENTED       CGS
 LG1291  HISTORY     - 19911008 GOOD             NGS
 LG1291  HISTORY     - 20200708 GOOD             NEGS
 LG1291
 LG1291                          STATION DESCRIPTION
 LG1291
 LG1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1291'6.4 KM (3.95 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1291'IN CRETE, 30.1 M (98.8 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 LG1291'NORTHERN RAILROAD, 21.5 M (70.5 FT) EAST OF THE CENTER OF A FIELD
 LG1291'ENTRANCE, 18.0 M (59.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.3 M
 LG1291'(40.4 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT)
 LG1291'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 LG1291'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LG1291'SURFACE.
 LG1291
 LG1291                          STATION RECOVERY (2020)
 LG1291
 LG1291'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1291'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND NE. HIGHWAY 103
 LG1291'WEST OF CRETE, NE., GO WEST ON NE. HIGHWAY 33 2.70 MI (4.34 KM) TO THE
 LG1291'STATION ON THE RIGHT AT MILE POST 07.13.
 LG1291'
 LG1291'THE STATION IS 1.0 FT (0.3 M) SOUTHWEST FROM THE BOTTOM OF A
 LG1291'FIBERGLASS WITNESS POST, 40.5 FT (12.3 M) EAST-SOUTHEAST OF THE TOP OF
 LG1291'A TELEPHONE WARNING POST, 60.0 FT (18.3 M) NORTH-NORTHEAST OF THE
 LG1291'CENTERLINE OF NE. HIGHWAY 33 AND 71.0 FT (21.6 M) EAST-SOUTHEAST OF
 LG1291'THE CENTERLINE OF A FARM DRIVE (NORTH).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1292 ***********************************************************************
 LG1292  DESIGNATION -  LG1292
 LG1292  PID         -  LG1292
 LG1292  STATE/COUNTY-  NE/SALINE
 LG1292  COUNTRY     -  US
 LG1292  USGS QUAD   -  DORCHESTER (2017)
 LG1292
 LG1292                         *CURRENT SURVEY CONTROL
 LG1292  ______________________________________________________________________
 LG1292* NAD 83(1986) POSITION- 40 37 36.49   (N) 097 01 37.05   (W)   HD_HELD1
 LG1292* NAVD 88 ORTHO HEIGHT -   440.006 (meters)     1443.59  (feet) ADJUSTED
 LG1292  ______________________________________________________________________
 LG1292  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 LG1292  DYNAMIC HEIGHT  -        439.773 (meters)     1442.82  (feet) COMP
 LG1292  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LG1292
 LG1292  VERT ORDER      -  FIRST     CLASS II
 LG1292
 LG1292.The horizontal coordinates were determined by differentially corrected
 LG1292.hand held GPS observations or other comparable positioning techniques
 LG1292.and have an estimated accuracy of +/- 3 meters.
 LG1292
 LG1292.The orthometric height was determined by differential leveling and
 LG1292.adjusted by the NATIONAL GEODETIC SURVEY
 LG1292.in May 1993.
 LG1292
 LG1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1292.GEOID18 height accuracy estimate available here.
 LG1292
 LG1292.Click photographs - Photos may exist for this station.
 LG1292
 LG1292.The dynamic height is computed by dividing the NAVD 88
 LG1292.geopotential number by the normal gravity value computed on the
 LG1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1292.degrees latitude (g = 980.6199 gals.).
 LG1292
 LG1292.The modeled gravity was interpolated from observed gravity values.
 LG1292
 LG1292;                    North         East    Units  Estimated Accuracy
 LG1292;SPC NE       -    92,421.8     751,436.9     MT  (+/- 3 meters HH1 GPS) 
 LG1292
 LG1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6687399201(NAD 83)
 LG1292
 LG1292                          SUPERSEDED SURVEY CONTROL
 LG1292
 LG1292.No superseded survey control is available for this station.
 LG1292
 LG1292_MARKER: DR = REFERENCE MARK DISK
 LG1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1292_MARK LOGO: CGS
 LG1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1292+STABILITY: SURFACE MOTION
 LG1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1292+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1292
 LG1292  HISTORY     - Date     Condition        Report By
 LG1292  HISTORY     - 1947     MONUMENTED       CGS
 LG1292  HISTORY     - 19911008 GOOD             NGS
 LG1292
 LG1292                          STATION DESCRIPTION
 LG1292
 LG1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1292'5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1292'IN CRETE, 37.8 M (124.0 FT) EAST OF THE CENTER OF COUNTY ROAD 1900,
 LG1292'32.3 M (106.0 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 LG1292'21.8 M (71.5 FT) NORTHEAST OF TRIANGULATION STATION SQUAW, 17.7 M
 LG1292'(58.1 FT) NORTHWEST OF A UTILITY POLE, 15.8 M (51.8 FT) SOUTH OF THE
 LG1292'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND THE MONUMENT IS
 LG1292'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1293 ***********************************************************************
 LG1293  DESIGNATION -  LG1293
 LG1293  PID         -  LG1293
 LG1293  STATE/COUNTY-  NE/SALINE
 LG1293  COUNTRY     -  US
 LG1293  USGS QUAD   -  DORCHESTER (2017)
 LG1293
 LG1293                         *CURRENT SURVEY CONTROL
 LG1293  ______________________________________________________________________
 LG1293* NAD 83(1986) POSITION- 40 37 36.67   (N) 097 01 38.25   (W)   HD_HELD1
 LG1293* NAVD 88 ORTHO HEIGHT -   440.698 (meters)     1445.86  (feet) ADJUSTED
 LG1293  ______________________________________________________________________
 LG1293  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 LG1293  DYNAMIC HEIGHT  -        440.464 (meters)     1445.09  (feet) COMP
 LG1293  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LG1293
 LG1293  VERT ORDER      -  FIRST     CLASS II
 LG1293
 LG1293.The horizontal coordinates were determined by differentially corrected
 LG1293.hand held GPS observations or other comparable positioning techniques
 LG1293.and have an estimated accuracy of +/- 3 meters.
 LG1293
 LG1293.The orthometric height was determined by differential leveling and
 LG1293.adjusted by the NATIONAL GEODETIC SURVEY
 LG1293.in May 1993.
 LG1293
 LG1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1293.GEOID18 height accuracy estimate available here.
 LG1293
 LG1293.Click photographs - Photos may exist for this station.
 LG1293
 LG1293.The dynamic height is computed by dividing the NAVD 88
 LG1293.geopotential number by the normal gravity value computed on the
 LG1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1293.degrees latitude (g = 980.6199 gals.).
 LG1293
 LG1293.The modeled gravity was interpolated from observed gravity values.
 LG1293
 LG1293;                    North         East    Units  Estimated Accuracy
 LG1293;SPC NE       -    92,426.4     751,408.5     MT  (+/- 3 meters HH1 GPS) 
 LG1293
 LG1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6684599206(NAD 83)
 LG1293
 LG1293                          SUPERSEDED SURVEY CONTROL
 LG1293
 LG1293.No superseded survey control is available for this station.
 LG1293
 LG1293_MARKER: DR = REFERENCE MARK DISK
 LG1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1293_MARK LOGO: CGS
 LG1293_PROJECTION: FLUSH
 LG1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1293+STABILITY: SURFACE MOTION
 LG1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1293+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1293
 LG1293  HISTORY     - Date     Condition        Report By
 LG1293  HISTORY     - 1947     MONUMENTED       CGS
 LG1293  HISTORY     - 19911008 GOOD             NGS
 LG1293
 LG1293                          STATION DESCRIPTION
 LG1293
 LG1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1293'5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1293'IN CRETE, 30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.0 M
 LG1293'(59.1 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LG1293'8.8 M (28.9 FT) EAST OF THE CENTER OF COUNTY ROAD 1900, 0.3 M (1.0
 LG1293'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH
 LG1293'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1026 ***********************************************************************
 LG1026  DESIGNATION -  LIBERTY MUNICIPAL TANK
 LG1026  PID         -  LG1026
 LG1026  STATE/COUNTY-  NE/GAGE
 LG1026  COUNTRY     -  US
 LG1026  USGS QUAD   -  LIBERTY (2017)
 LG1026
 LG1026                         *CURRENT SURVEY CONTROL
 LG1026  ______________________________________________________________________
 LG1026* NAD 83(1995) POSITION- 40 05 21.20648(N) 096 28 52.40620(W)   ADJUSTED
 LG1026  ______________________________________________________________________
 LG1026  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 LG1026  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LG1026  HORZ ORDER      -  THIRD
 LG1026
 LG1026.The horizontal coordinates were established by classical geodetic methods
 LG1026.and adjusted by the National Geodetic Survey in August 1997.
 LG1026
 LG1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1026.GEOID18 height accuracy estimate available here.
 LG1026
 LG1026.Click photographs - Photos may exist for this station.
 LG1026
 LG1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1026
 LG1026. The following values were computed from the NAD 83(1995) position.
 LG1026
 LG1026;                    North         East     Units Scale Factor Converg.
 LG1026;SPC NE       -    34,518.675   799,995.825   MT  0.99996087   +2 19 54.8
 LG1026;SPC NE       -   113,250.02  2,624,652.97   sFT  0.99996087   +2 19 54.8
 LG1026;UTM  14      - 4,440,700.912   714,733.811   MT  1.00016767   +1 37 21.6
 LG1026
 LG1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1473340700(NAD 83)
 LG1026
 LG1026                          SUPERSEDED SURVEY CONTROL
 LG1026
 LG1026  NAD 83(1986)-  40 05 21.21236(N)    096 28 52.40132(W) AD(       ) 3
 LG1026  NAD 27      -  40 05 21.20200(N)    096 28 51.33800(W) AD(       ) 3
 LG1026
 LG1026.Superseded values are not recommended for survey control.
 LG1026
 LG1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1026.See file dsdata.pdf to determine how the superseded data were derived.
 LG1026
 LG1026_MARKER: 53 = ELEVATED TANK
 LG1026
 LG1026  HISTORY     - Date     Condition        Report By
 LG1026  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1026  HISTORY     - 20040806 GOOD             USPSQD
 LG1026  HISTORY     - 20050624 GOOD             INDIV
 LG1026
 LG1026                          STATION DESCRIPTION
 LG1026
 LG1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1026'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF TOWN.  IT IS A FOUR
 LG1026'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS ABOUT 125 FEET
 LG1026'HIGH AND IS PAINTED BLACK WITH THE LETTERS LIBERTY PAINTED ON THE
 LG1026'WEST SIDE OF THE TANK IN SILVER.  IT IS AT THE NORTH END OF A DEAD
 LG1026'END STREET.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF
 LG1026'THE ROOF.
 LG1026
 LG1026                          STATION RECOVERY (2004)
 LG1026
 LG1026'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1026'STATION FOUND GOOD. TANK IS AT THE NORTH END OF WARREN STREET WHERE IT
 LG1026'DEAD ENDS AT THE TANK, AND AT THE EAST END OF THOMAS ROAD WHERE IT
 LG1026'DEAD ENDS AT THE TANK, 1 BLOCK NORTH OF 8TH STREET (ALSO E. SAGE
 LG1026'STREET) AND 1 BLOCK EAST OF AIRPORT ROAD (ALSO 176TH ROAD).
 LG1026
 LG1026                          STATION RECOVERY (2005)
 LG1026
 LG1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 LG1026'TANK IS NOW PAINTED SILVER WITH THE LETTERS LIBERTY PAINTED IN BLACK
 LG1026'ON THE SOUTHWEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1070 ***********************************************************************
 NM1070  DESIGNATION -  LIME CREEK
 NM1070  PID         -  NM1070
 NM1070  STATE/COUNTY-  NE/DIXON
 NM1070  COUNTRY     -  US
 NM1070  USGS QUAD   -  OBERT (2017)
 NM1070
 NM1070                         *CURRENT SURVEY CONTROL
 NM1070  ______________________________________________________________________
 NM1070* NAD 83(1995) POSITION- 42 43 50.87809(N) 097 00 54.14838(W)   ADJUSTED
 NM1070* NAVD 88 ORTHO HEIGHT -   435.719 (meters)     1429.52  (feet) ADJUSTED
 NM1070  ______________________________________________________________________
 NM1070  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM1070  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 NM1070  DYNAMIC HEIGHT  -        435.586 (meters)     1429.09  (feet) COMP
 NM1070  MODELED GRAVITY -    980,302.0   (mgal)                       NAVD 88
 NM1070
 NM1070  HORZ ORDER      -  SECOND
 NM1070  VERT ORDER      -  SECOND    CLASS 0
 NM1070
 NM1070.The horizontal coordinates were established by classical geodetic methods
 NM1070.and adjusted by the National Geodetic Survey in August 1997.
 NM1070
 NM1070.The orthometric height was determined by differential leveling and
 NM1070.adjusted by the NATIONAL GEODETIC SURVEY
 NM1070.in June 1991.
 NM1070
 NM1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1070.GEOID18 height accuracy estimate available here.
 NM1070
 NM1070.Click photographs - Photos may exist for this station.
 NM1070
 NM1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1070
 NM1070.The dynamic height is computed by dividing the NAVD 88
 NM1070.geopotential number by the normal gravity value computed on the
 NM1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1070.degrees latitude (g = 980.6199 gals.).
 NM1070
 NM1070.The modeled gravity was interpolated from observed gravity values.
 NM1070
 NM1070. The following values were computed from the NAD 83(1995) position.
 NM1070
 NM1070;                    North         East     Units Scale Factor Converg.
 NM1070;SPC NE       -   325,936.462   744,380.293   MT  0.99988771   +1 58 41.2
 NM1070;SPC NE       - 1,069,343.21  2,442,187.68   sFT  0.99988771   +1 58 41.2
 NM1070;SPC SD S     -    49,583.928   871,689.711   MT  1.00002585   +2 17 20.9
 NM1070;SPC SD S     -   162,676.60  2,859,868.66   sFT  1.00002585   +2 17 20.9
 NM1070;UTM  14      - 4,732,831.631   662,497.867   MT  0.99992487   +1 20 49.9
 NM1070
 NM1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1070!SPC NE       -   0.99993568  x   0.99988771  =   0.99982340
 NM1070!SPC SD S     -   0.99993568  x   1.00002585  =   0.99996153
 NM1070!UTM  14      -   0.99993568  x   0.99992487  =   0.99986056
 NM1070
 NM1070:                Primary Azimuth Mark                     Grid Az
 NM1070:SPC NE       -  LIME CREEK AZ MK                         356 31 29.9
 NM1070:SPC SD S     -  LIME CREEK AZ MK                         356 12 50.2
 NM1070:UTM  14      -  LIME CREEK AZ MK                         357 09 21.2
 NM1070
 NM1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6249732831(NAD 83)
 NM1070
 NM1070|---------------------------------------------------------------------|
 NM1070| PID    Reference Object                     Distance      Geod. Az  |
 NM1070|                                                           dddmmss.s |
 NM1070| NM1069 LIME CREEK RM 1                                    15534     |
 NM1070| NM1071 LIME CREEK RM 2                                    25301     |
 NM1070| CO3953 LIME CREEK AZ MK                                   3583011.1 |
 NM1070|---------------------------------------------------------------------|
 NM1070
 NM1070                          SUPERSEDED SURVEY CONTROL
 NM1070
 NM1070  NAD 83(1986)-  42 43 50.88357(N)    097 00 54.14017(W) AD(       ) 2
 NM1070  NAD 27      -  42 43 50.89100(N)    097 00 52.97700(W) AD(       ) 2
 NM1070  NGVD 29 (??/??/92)  435.517  (m)         1428.86   (f) ADJ UNCH    2 0
 NM1070  NGVD 29             435.52   (m)         1428.9    (f) LEVELING    3  
 NM1070
 NM1070.Superseded values are not recommended for survey control.
 NM1070
 NM1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1070.See file dsdata.pdf to determine how the superseded data were derived.
 NM1070
 NM1070_MARKER: P = PIPE CAP
 NM1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1070_MARK LOGO: MORC
 NM1070_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1070
 NM1070  HISTORY     - Date     Condition        Report By
 NM1070  HISTORY     - UNK      MONUMENTED       MORC
 NM1070  HISTORY     - 1948     GOOD             CGS
 NM1070  HISTORY     - 1949     GOOD             CGS
 NM1070
 NM1070                          STATION DESCRIPTION
 NM1070
 NM1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1070'STATION IS LOCATED ABOUT 8 MILES EAST OF WYNOT AND 4 MILES
 NM1070'NORTHWEST OF OBERT ON NORTH FACE OF HIGHEST BLUFF.  STATION
 NM1070'IS 40 FEET EAST OF FENCELINE.  STATION MARK IS A STANDARD
 NM1070'MISSOURI RIVER COMMISSION MARK WHICH IS A 2 INCH IRON PIPE
 NM1070'WITH CAP SET IN A SQUARE BLOCK OF CONCRETE AND PROJECTS
 NM1070'ABOUT 4 INCHES.
 NM1070'
 NM1070'REFERENCE MARK NO. 1 IS 41.20 FEET (SLOPE MEASUREMENT) SOUTH
 NM1070'SOUTHEAST OF STATION.  THE DISK IS SET IN CONCRETE IN A
 NM1070'STOVEPIPE WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED LIME
 NM1070'CREEK MRC NO 1 1948.
 NM1070'
 NM1070'REFERENCE MARK NO. 2 IS 68.80 FEET (SLOPE MEASUREMENT) SOUTHWEST
 NM1070'OF STATION AND 1 FOOT EAST OF FENCE.  THE DISK IS SET IN
 NM1070'CONCRETE IN A STOVEPIPE WHICH PROJECTS ABOUT 3 INCHES AND
 NM1070'IS STAMPED LIME CREEK MRC NO 2 1948.
 NM1070'
 NM1070'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTH OF STATION, 12
 NM1070'FEET WEST OF FENCECORNER, 10 FEET NORTH OF THE APPROXIMATE
 NM1070'CENTERLINE OF FARM ROAD, 2 FEET WEST OF WITNESS POST AND
 NM1070'1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NM1070'AND THE DISK IS STAMPED LIME CREEK MRC 1948.
 NM1070'
 NM1070'TO REACH STATION FROM THE POST OFFICE IN WYNOT GO SOUTH
 NM1070'ON MAIN STREET FOR 0.05 MILE TO CROSS STREET.  TURN LEFT
 NM1070'AND GO EAST FOR 0.05 MILE TO STATE HIGHWAY 12.  TURN RIGHT
 NM1070'AND GO SOUTH AND EAST ON STATE HIGHWAY 12 FOR 1.65 MILE
 NM1070'TO T ROAD LEFT AT SERVICE STATION.  TURN LEFT AND GO EAST AND
 NM1070'NORTHEAST ON GRAVEL ROAD FOR 3.75 MILES TO T INTERSECTION.
 NM1070'TURN LEFT AND GO 0.65 MILE TO ANOTHER T INTERSECTION.  TURN
 NM1070'RIGHT AND GO EAST FOR 2.05 MILES TO A T ROAD RIGHT.  TURN
 NM1070'RIGHT AND GO SOUTH FOR 1.45 MILES TO A T ROAD LEFT.  TURN LEFT
 NM1070'AND GO EAST FOR 1.0 MILE TO POINT WHERE MAIN ROAD TURNS
 NM1070'LEFT.  KEEP STRAIGHT AHEAD ON FARM ROAD ALONG EDGE OF
 NM1070'BLUFFS FOR 0.2 MILE TO WIRE GATE BETWEEN TWO TREES NEAR
 NM1070'FARMHOUSE.  GO THROUGH GATE AND FOLLOW FARM ROAD ALONG
 NM1070'EDGE OF FIELD FOR 0.2 MILE TO END OF LANE ON RIGHT AND END
 NM1070'OF TRUCK TRAVEL.  PACK THROUGH WIRE GATE INTO SOUTHEAST
 NM1070'CORNER OF PASTURE THEN BEAR RIGHT UP STEEP BLUFF FOR
 NM1070'ABOUT 0.3 MILE TO STATION ON HIGHEST BLUFF AS DESCRIBED.
 NM1070'
 NM1070'TO REACH AZIMUTH MARK FROM POINT WHERE MAIN ROAD TURNS LEFT
 NM1070'OR NORTH GO NORTH ON MAIN ROAD FOR 1.0 MILE TO FARM ROAD
 NM1070'AND AZIMUTH ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 NM1070'
 NM1070'A 74 FOOT SIGNAL AT STATION WILLOUGHBY 1935 IS VISIBLE FROM
 NM1070'THE GROUND.
 NM1070'
 NM1070'A 74 FOOT SIGNAL AT STATION WALTON 1935 IS VISIBLE FROM THE
 NM1070'GROUND.
 NM1070'
 NM1070'A 100 FOOT SIGNAL AT STATION STYLE 1935 IS VISIBLE FROM THE
 NM1070'GROUND.
 NM1070'
 NM1070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1070
 NM1070                          STATION RECOVERY (1949)
 NM1070
 NM1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1070'11.9 MI E FROM WYNOT.
 NM1070'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1070'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1070'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1070'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1070'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1070'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1070'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A
 NM1070'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST THROUGH A PASTURE
 NM1070'AND TO THE TOP OF A HILL AND THE VICINITY OF THE MARK, 67.0 FEET
 NM1070'EAST OF A NORTH AND SOUTH FENCE WHICH IS ON THE DIXON-CEDAR COUNTY
 NM1070'LINE, A 2 INCH BRASS CAP ON THE TOP OF A 2 INCH IRON PIPE WHICH
 NM1070'IS SET IN CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1068 ***********************************************************************
 NM1068  DESIGNATION -  LIME CREEK AZ MK
 NM1068  PID         -  NM1068
 NM1068  STATE/COUNTY-  NE/CEDAR
 NM1068  COUNTRY     -  US
 NM1068  USGS QUAD   -  OBERT (2017)
 NM1068
 NM1068                         *CURRENT SURVEY CONTROL
 NM1068  ______________________________________________________________________
 NM1068* NAD 83(1986) POSITION- 42 44 56.     (N) 097 00 55.     (W)   SCALED
 NM1068* NAVD 88 ORTHO HEIGHT -   350.438 (meters)     1149.73  (feet) ADJUSTED
 NM1068  ______________________________________________________________________
 NM1068  GEOID HEIGHT    -        -25.614 (meters)                     GEOID18
 NM1068  DYNAMIC HEIGHT  -        350.331 (meters)     1149.38  (feet) COMP
 NM1068  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 NM1068
 NM1068  VERT ORDER      -  SECOND    CLASS 0
 NM1068
 NM1068.The horizontal coordinates were scaled from a map and have
 NM1068.an estimated accuracy of +/- 6 seconds.
 NM1068
 NM1068.The orthometric height was determined by differential leveling and
 NM1068.adjusted by the NATIONAL GEODETIC SURVEY
 NM1068.in June 1991.
 NM1068
 NM1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1068.GEOID18 height accuracy estimate available here.
 NM1068
 NM1068.Click photographs - Photos may exist for this station.
 NM1068
 NM1068.The dynamic height is computed by dividing the NAVD 88
 NM1068.geopotential number by the normal gravity value computed on the
 NM1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1068.degrees latitude (g = 980.6199 gals.).
 NM1068
 NM1068.The modeled gravity was interpolated from observed gravity values.
 NM1068
 NM1068;                    North         East    Units  Estimated Accuracy
 NM1068;SPC NE       -   327,940.      744,290.      MT  (+/- 180 meters Scaled)
 NM1068
 NM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN624348(NAD 83)
 NM1068
 NM1068                          SUPERSEDED SURVEY CONTROL
 NM1068
 NM1068  NGVD 29 (??/??/92)  350.235  (m)         1149.06   (f) ADJ UNCH    2 0
 NM1068
 NM1068.Superseded values are not recommended for survey control.
 NM1068
 NM1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1068.See file dsdata.pdf to determine how the superseded data were derived.
 NM1068
 NM1068_MARKER: DZ = AZIMUTH MARK DISK
 NM1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1068_STAMPING: LIME CREEK MRC 1948
 NM1068_MARK LOGO: CGS
 NM1068_PROJECTION: FLUSH
 NM1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1068+STABILITY: SURFACE MOTION
 NM1068
 NM1068  HISTORY     - Date     Condition        Report By
 NM1068  HISTORY     - 1948     MONUMENTED       CGS
 NM1068  HISTORY     - 1949     GOOD             CGS
 NM1068  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1068
 NM1068                          STATION DESCRIPTION
 NM1068
 NM1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1068'12.4 MI NE FROM WYNOT.
 NM1068'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1068'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1068'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1068'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1068'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1068'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG
 NM1068'A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 NM1068'ROAD, 42 FEET WEST OF THE CENTER LINE OF A T ROAD LEADING SOUTH,
 NM1068'ON THE CENTER LINE OF AN EAST AND WEST ROAD, 2.0 FEET WEST OF
 NM1068'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM1068'WITH THE SURFACE OF THE ROAD.  NOTE-- THE ROAD IS GRADED UP
 NM1068'AROUND THIS MARK.  IT WILL PROBABLY BE DESTROYED IF FURTHER
 NM1068'GRADING IS DONE.
 NM1068
 NM1068                          STATION RECOVERY (1967)
 NM1068
 NM1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1069 ***********************************************************************
 NM1069  DESIGNATION -  LIME CREEK RM 1
 NM1069  PID         -  NM1069
 NM1069  STATE/COUNTY-  NE/DIXON
 NM1069  COUNTRY     -  US
 NM1069  USGS QUAD   -  OBERT (2017)
 NM1069
 NM1069                         *CURRENT SURVEY CONTROL
 NM1069  ______________________________________________________________________
 NM1069* NAD 83(1986) POSITION- 42 43 50.51   (N) 097 00 53.92   (W)   HD_HELD1
 NM1069* NAVD 88 ORTHO HEIGHT -   434.397 (meters)     1425.18  (feet) ADJUSTED
 NM1069  ______________________________________________________________________
 NM1069  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM1069  DYNAMIC HEIGHT  -        434.264 (meters)     1424.75  (feet) COMP
 NM1069  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 NM1069
 NM1069  VERT ORDER      -  SECOND    CLASS 0
 NM1069
 NM1069.The horizontal coordinates were determined by differentially corrected
 NM1069.hand held GPS observations or other comparable positioning techniques
 NM1069.and have an estimated accuracy of +/- 3 meters.
 NM1069
 NM1069.The orthometric height was determined by differential leveling and
 NM1069.adjusted by the NATIONAL GEODETIC SURVEY
 NM1069.in June 1991.
 NM1069
 NM1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1069.GEOID18 height accuracy estimate available here.
 NM1069
 NM1069.Click photographs - Photos may exist for this station.
 NM1069
 NM1069.The dynamic height is computed by dividing the NAVD 88
 NM1069.geopotential number by the normal gravity value computed on the
 NM1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1069.degrees latitude (g = 980.6199 gals.).
 NM1069
 NM1069.The modeled gravity was interpolated from observed gravity values.
 NM1069
 NM1069;                    North         East    Units  Estimated Accuracy
 NM1069;SPC NE       -   325,925.3     744,385.9     MT  (+/- 3 meters HH1 GPS) 
 NM1069
 NM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6250332820(NAD 83)
 NM1069
 NM1069                          SUPERSEDED SURVEY CONTROL
 NM1069
 NM1069  NGVD 29 (??/??/92)  434.195  (m)         1424.52   (f) ADJ UNCH    2 0
 NM1069
 NM1069.Superseded values are not recommended for survey control.
 NM1069
 NM1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1069.See file dsdata.pdf to determine how the superseded data were derived.
 NM1069
 NM1069_MARKER: DR = REFERENCE MARK DISK
 NM1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1069_STAMPING: LIME CREEK NO 1 1948 MRC
 NM1069_MARK LOGO: CGS
 NM1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1069+STABILITY: SURFACE MOTION
 NM1069
 NM1069  HISTORY     - Date     Condition        Report By
 NM1069  HISTORY     - 1948     MONUMENTED       CGS
 NM1069  HISTORY     - 1949     GOOD             CGS
 NM1069
 NM1069                          STATION DESCRIPTION
 NM1069
 NM1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1069'11.9 MI E FROM WYNOT.
 NM1069'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1069'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1069'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1069'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1069'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1069'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1069'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A
 NM1069'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST THROUGH A PASTURE
 NM1069'AND TO THE TOP OF A HILL AND THE VICINITY OF THE MARK, 85.0 FEET
 NM1069'EAST OF A NORTH AND SOUTH FENCE WHICH IS ON THE DIXON-CEDAR COUNTY
 NM1069'LINE, 41.0 FEET SOUTHEAST OF TRIANGULATION STATION LIME CREEK
 NM1069'1948 MRC, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 NM1069'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1071 ***********************************************************************
 NM1071  DESIGNATION -  LIME CREEK RM 2
 NM1071  PID         -  NM1071
 NM1071  STATE/COUNTY-  NE/DIXON
 NM1071  COUNTRY     -  US
 NM1071  USGS QUAD   -  OBERT (2017)
 NM1071
 NM1071                         *CURRENT SURVEY CONTROL
 NM1071  ______________________________________________________________________
 NM1071* NAD 83(1986) POSITION- 42 43 50.68   (N) 097 00 55.03   (W)   HD_HELD1
 NM1071* NAVD 88 ORTHO HEIGHT -   434.042 (meters)     1424.02  (feet) ADJUSTED
 NM1071  ______________________________________________________________________
 NM1071  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM1071  DYNAMIC HEIGHT  -        433.909 (meters)     1423.58  (feet) COMP
 NM1071  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 NM1071
 NM1071  VERT ORDER      -  SECOND    CLASS 0
 NM1071
 NM1071.The horizontal coordinates were determined by differentially corrected
 NM1071.hand held GPS observations or other comparable positioning techniques
 NM1071.and have an estimated accuracy of +/- 3 meters.
 NM1071
 NM1071.The orthometric height was determined by differential leveling and
 NM1071.adjusted by the NATIONAL GEODETIC SURVEY
 NM1071.in June 1991.
 NM1071
 NM1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1071.GEOID18 height accuracy estimate available here.
 NM1071
 NM1071.Click photographs - Photos may exist for this station.
 NM1071
 NM1071.The dynamic height is computed by dividing the NAVD 88
 NM1071.geopotential number by the normal gravity value computed on the
 NM1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1071.degrees latitude (g = 980.6199 gals.).
 NM1071
 NM1071.The modeled gravity was interpolated from observed gravity values.
 NM1071
 NM1071;                    North         East    Units  Estimated Accuracy
 NM1071;SPC NE       -   325,929.7     744,360.5     MT  (+/- 3 meters HH1 GPS) 
 NM1071
 NM1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6247732825(NAD 83)
 NM1071
 NM1071                          SUPERSEDED SURVEY CONTROL
 NM1071
 NM1071  NGVD 29 (??/??/92)  433.840  (m)         1423.36   (f) ADJ UNCH    2 0
 NM1071
 NM1071.Superseded values are not recommended for survey control.
 NM1071
 NM1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1071.See file dsdata.pdf to determine how the superseded data were derived.
 NM1071
 NM1071_MARKER: DR = REFERENCE MARK DISK
 NM1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1071_STAMPING: LIME CREEK NO 2 1948 MRC
 NM1071_MARK LOGO: CGS
 NM1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1071+STABILITY: SURFACE MOTION
 NM1071
 NM1071  HISTORY     - Date     Condition        Report By
 NM1071  HISTORY     - 1948     MONUMENTED       CGS
 NM1071  HISTORY     - 1949     GOOD             CGS
 NM1071
 NM1071                          STATION DESCRIPTION
 NM1071
 NM1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1071'11.9 MI E FROM WYNOT.
 NM1071'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1071'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1071'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1071'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1071'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1071'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1071'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A
 NM1071'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST THROUGH A PASTURE
 NM1071'AND THE TOP OF A HILL AND THE VICINITY OF THE MARK, 1.2 FEET
 NM1071'EAST OF A NORTH AND SOUTH FENCE WHICH IS ON THE DIXON-CEDAR
 NM1071'COUNTY LINE, 68.8 FEET SOUTHWEST OF TRIANGULATION STATION LIME
 NM1071'CREEK 1948 MRC, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1071'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1017 ***********************************************************************
 LH1017  DESIGNATION -  LINCOLN
 LH1017  PID         -  LH1017
 LH1017  STATE/COUNTY-  NE/GOSPER
 LH1017  COUNTRY     -  US
 LH1017  USGS QUAD   -  OXFORD NW (2017)
 LH1017
 LH1017                         *CURRENT SURVEY CONTROL
 LH1017  ______________________________________________________________________
 LH1017* NAD 83(1995) POSITION- 40 29 22.95777(N) 099 43 11.05990(W)   ADJUSTED
 LH1017* NAVD 88 ORTHO HEIGHT -   780.    (meters)     2559.    (feet) SCALED
 LH1017  ______________________________________________________________________
 LH1017  GEOID HEIGHT    -        -24.631 (meters)                     GEOID18
 LH1017  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 LH1017  HORZ ORDER      -  SECOND
 LH1017
 LH1017.The horizontal coordinates were established by classical geodetic methods
 LH1017.and adjusted by the National Geodetic Survey in August 1997.
 LH1017
 LH1017.The orthometric height was scaled from a topographic map.
 LH1017
 LH1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1017.GEOID18 height accuracy estimate available here.
 LH1017
 LH1017.Click photographs - Photos may exist for this station.
 LH1017
 LH1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1017
 LH1017. The following values were computed from the NAD 83(1995) position.
 LH1017
 LH1017;                    North         East     Units Scale Factor Converg.
 LH1017;SPC NE       -    72,916.493   523,756.288   MT  0.99981442   +0 11 08.6
 LH1017;SPC NE       -   239,226.86  1,718,357.09   sFT  0.99981442   +0 11 08.6
 LH1017;UTM  14      - 4,482,361.363   439,004.179   MT  0.99964580   -0 28 02.5
 LH1017
 LH1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1017!SPC NE       -   0.99988147  x   0.99981442  =   0.99969591
 LH1017!UTM  14      -   0.99988147  x   0.99964580  =   0.99952731
 LH1017
 LH1017:                Primary Azimuth Mark                     Grid Az
 LH1017:SPC NE       -  LINCOLN AZ MK                            056 33 33.7
 LH1017:UTM  14      -  LINCOLN AZ MK                            057 12 44.8
 LH1017
 LH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3900482361(NAD 83)
 LH1017
 LH1017|---------------------------------------------------------------------|
 LH1017| PID    Reference Object                     Distance      Geod. Az  |
 LH1017|                                                           dddmmss.s |
 LH1017| CN9863 LINCOLN AZ MK                                      0564442.3 |
 LH1017| LH1057 BERTRAND MUNICIPAL TANK             APPROX. 8.5 KM 0582036.5 |
 LH1017| CN9864 LINCOLN RM 1                         29.620 METERS 26540     |
 LH1017| CN9865 LINCOLN RM 2                         24.504 METERS 35726     |
 LH1017|---------------------------------------------------------------------|
 LH1017
 LH1017                          SUPERSEDED SURVEY CONTROL
 LH1017
 LH1017  NAD 83(1986)-  40 29 22.96331(N)    099 43 11.06299(W) AD(       ) 2
 LH1017  NAD 27      -  40 29 22.93900(N)    099 43 09.64400(W) AD(       ) 2
 LH1017
 LH1017.Superseded values are not recommended for survey control.
 LH1017
 LH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1017.See file dsdata.pdf to determine how the superseded data were derived.
 LH1017
 LH1017_MARKER: DS = TRIANGULATION STATION DISK
 LH1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1017_STAMPING: LINCOLN 1951
 LH1017_MARK LOGO: CGS
 LH1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1017+STABILITY: SURFACE MOTION
 LH1017
 LH1017  HISTORY     - Date     Condition        Report By
 LH1017  HISTORY     - 1951     MONUMENTED       CGS
 LH1017
 LH1017                          STATION DESCRIPTION
 LH1017
 LH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1017'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF ELWOOD
 LH1017'AND ABOUT 5.5 MILES SOUTHWEST OF BERTRAND IN THE NORTHWEST
 LH1017'CORNER OF A CULTIVATED FIELD, 34 FEET SOUTHEAST OF THE CENTER
 LH1017'OF A CURVE IN ROAD, 14 FEET SOUTH OF A FENCE CORNER AND 3 FEET
 LH1017'WEST OF A WITNESS POST.  IT IS STAMPED LINCOLN 1951 AND PROJECTS
 LH1017'2 INCHES.
 LH1017'
 LH1017'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED
 LH1017'FIELD, 30 FEET WEST OF THE CENTER OF ROAD AND 1 FOOT WEST OF A
 LH1017'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LINCOLN NO 1 1951 AND
 LH1017'PROJECTS 3 INCHES.
 LH1017'
 LH1017'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LH1017'33 FEET NORTH OF THE CENTER OF A CURVE IN ROAD AND 1 FOOT NORTH
 LH1017'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LINCOLN NO 2 1951
 LH1017'AND PROJECTS 2 INCHES.
 LH1017'
 LH1017'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.97 FEET.
 LH1017'
 LH1017'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 35 FEET NORTH
 LH1017'OF THE CENTER OF A CURVE IN ROAD, 2 FEET WEST OF A WITNESS
 LH1017'POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  IT IS STAMPED
 LH1017'LINCOLN 1951 AND PROJECTS 2 INCHES.
 LH1017'
 LH1017'TO REACH THE STATION FROM THE POST OFFICE IN BERTRAND, GO SOUTH
 LH1017'FOR 0.15 MILE TO AN INTERSECTION, TURN RIGHT AND GO WEST ON STATE
 LH1017'HIGHWAY 23 FOR 0.5 MILE TO A CROSSROAD AND POINT WHERE HIGHWAY
 LH1017'CURVES NORTH.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.0
 LH1017'MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON DIRT ROAD FOR 3.0
 LH1017'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 LH1017'1.0 MILE TO A CROSSROAD, (TURN RIGHT AND GO WEST FOR 0.3 MILE TO
 LH1017'POINT WHERE ROAD CURVES SOUTH AND AZIMUTH MARK ON RIGHT AS
 LH1017'DESCRIBED.) CONTINUE SOUTH FOR 0.5 MILE TO A T ROAD RIGHT.
 LH1017'TURN RIGHT AND GO WEST FOR 1.0 MILE TO POINT WHERE ROAD
 LH1017'CURVES SOUTH AND STATION JUST SOUTHEAST OF CURVE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1178 ***********************************************************************
 LG1178  DESIGNATION -  LINCOLN
 LG1178  PID         -  LG1178
 LG1178  STATE/COUNTY-  NE/LANCASTER
 LG1178  COUNTRY     -  US
 LG1178  USGS QUAD   -  EMERALD (2017)
 LG1178
 LG1178                         *CURRENT SURVEY CONTROL
 LG1178  ______________________________________________________________________
 LG1178* NAD 83(1995) POSITION- 40 51 09.60757(N) 096 46 13.64442(W)   ADJUSTED
 LG1178* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 LG1178  ______________________________________________________________________
 LG1178  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 LG1178  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 LG1178  HORZ ORDER      -  SECOND
 LG1178
 LG1178.This mark is at Lincoln Municipal Airport (LNK)
 LG1178
 LG1178.The horizontal coordinates were established by classical geodetic methods
 LG1178.and adjusted by the National Geodetic Survey in August 1997.
 LG1178
 LG1178.The orthometric height was scaled from a topographic map.
 LG1178
 LG1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1178.GEOID18 height accuracy estimate available here.
 LG1178
 LG1178.Click photographs - Photos may exist for this station.
 LG1178
 LG1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1178
 LG1178. The following values were computed from the NAD 83(1995) position.
 LG1178
 LG1178;                    North         East     Units Scale Factor Converg.
 LG1178;SPC NE       -   118,258.289   772,183.649   MT  0.99972310   +2 08 24.7
 LG1178;SPC NE       -   387,985.74  2,533,405.86   sFT  0.99972310   +2 08 24.7
 LG1178;UTM  14      - 4,524,794.524   687,931.845   MT  1.00003472   +1 27 31.7
 LG1178
 LG1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1178!SPC NE       -   0.99994763  x   0.99972310  =   0.99967075
 LG1178!UTM  14      -   0.99994763  x   1.00003472  =   0.99998235
 LG1178
 LG1178:                Primary Azimuth Mark                     Grid Az
 LG1178:SPC NE       -  LINCOLN AZ MK                            004 13 38.1
 LG1178:UTM  14      -  LINCOLN AZ MK                            004 54 31.1
 LG1178
 LG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8793124794(NAD 83)
 LG1178
 LG1178|---------------------------------------------------------------------|
 LG1178| PID    Reference Object                     Distance      Geod. Az  |
 LG1178|                                                           dddmmss.s |
 LG1178| DR3757 LINCOLN AZ MK                                      0062202.8 |
 LG1178| DR3758 LINCOLN RM 1                         25.265 METERS 06310     |
 LG1178| DR3759 LINCOLN RM 2                         28.416 METERS 15249     |
 LG1178|---------------------------------------------------------------------|
 LG1178
 LG1178                          SUPERSEDED SURVEY CONTROL
 LG1178
 LG1178  NAD 83(1986)-  40 51 09.61657(N)    096 46 13.64569(W) AD(       ) 2
 LG1178  NAD 27      -  40 51 09.60200(N)    096 46 12.57500(W) AD(       ) 2
 LG1178
 LG1178.Superseded values are not recommended for survey control.
 LG1178
 LG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1178.See file dsdata.pdf to determine how the superseded data were derived.
 LG1178
 LG1178_MARKER: DS = TRIANGULATION STATION DISK
 LG1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1178_STAMPING: LINCOLN 1947
 LG1178_MARK LOGO: CGS
 LG1178_PROJECTION: FLUSH
 LG1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1178+STABILITY: SURFACE MOTION
 LG1178
 LG1178  HISTORY     - Date     Condition        Report By
 LG1178  HISTORY     - 1947     MONUMENTED       CGS
 LG1178  HISTORY     - 1955     MARK NOT FOUND   CGS
 LG1178  HISTORY     - 1962     SEE DESCRIPTION  USGS
 LG1178  HISTORY     - 1966     MARK NOT FOUND   CGS
 LG1178
 LG1178                          STATION DESCRIPTION
 LG1178
 LG1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1178'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LINCOLN, AT THE
 LG1178'LINCOLN MUNICIPAL AIRPORT.  IT IS 31.5 FEET SOUTHEAST OF THE
 LG1178'NORTHEAST LEG OF THE CONTROL TOWER, 32 FEET WEST OF THE WEST
 LG1178'EDGE OF THE TAXI STRIP AND 36.5 FEET NORTHEAST OF THE NORTHEAST
 LG1178'CORNER OF A SMALL BUILDING JUST SOUTH OF THE CONTROL TOWER.
 LG1178'IT IS STAMPED LINCOLN 1947 AND IS FLUSH WITH THE SURFACE OF
 LG1178'THE GROUND.
 LG1178'
 LG1178'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE WEST EDGE OF THE
 LG1178'TAXI STRIP.  IT IS A STANDARD DISK, STAMPED LINCOLN NO 1 1947,
 LG1178'SET IN A DRILL HOLE IN THE CONCRETE.
 LG1178'
 LG1178'REFERENCE MARK NO. 2 IS 10 FEET EAST OF THE WEST EDGE OF THE
 LG1178'TAXI STRIP.  IT IS A STANDARD DISK, STAMPED LINCOLN NO 2 1947, SET
 LG1178'IN A DRILL HOLE IN THE CONCRETE.
 LG1178'
 LG1178'THE AZIMUTH MARK IS ABOUT 438 FEET NORTHEAST OF THE NORTHEAST
 LG1178'CORNER OF HANGER E-1, 360 FEET EAST OF A WIRE GATE AT THE
 LG1178'NORTHWEST CORNER OF THE TAXI STRIP AND 66 FEET WEST OF THE WEST
 LG1178'EDGE OF THE LANDING STRIP.  IT IS A STANDARD DISK, STAMPED
 LG1178'LINCOLN 1947, SET IN A DRILL HOLE AT THE NORTH EDGE OF THE TAXI
 LG1178'STRIP.
 LG1178'
 LG1178'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH
 LG1178'ON U.S. HIGHWAY 77, TO THE JUNCTION WITH U.S. HIGHWAY 34 AND 6.
 LG1178'TURN LEFT AND FOLLOW U.S. HIGHWAY 34 WEST AND NORTH FOR 4.3
 LG1178'MILES TO THE ENTRANCE OF THE LINCOLN MUNICIPAL AIRPORT.  FROM
 LG1178'HERE GO WEST AND SOUTH TO THE CONTROL TOWER AND THE STATION AS
 LG1178'DESCRIBED.
 LG1178'
 LG1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE TAXI
 LG1178'STRIP 0.5 MILE TO THE NORTH EDGE OF THE TAXI STRIP AND THE MARK
 LG1178'AS DESCRIBED.
 LG1178'
 LG1178'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1178'
 LG1178'AN 87 FOOT SIGNAL AT PEN IS V.G.
 LG1178'
 LG1178'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 20 FEET.
 LG1178'
 LG1178'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1178
 LG1178                          STATION RECOVERY (1955)
 LG1178
 LG1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LG1178'THIS STATION IS IN A RESTRICTED AREA ON THE AIRFORCE BASE, A
 LG1178'THOROUGH SEARCH COULD NOT BE MADE AS WE HAD NO CLEARANCE TO GO
 LG1178'IN THE AREA.  ACCORDING TO INFORMATION FROM THE OFFICE OF THE
 LG1178'AIO, THE STATION WAS DESTROYED OR COVERED BY CONSTRUCTION OF
 LG1178'THE NEW APRON.  FROM THE LITTLE SEARCHING WE WERE ABLE TO DO,
 LG1178'THE STATION AND ALL MARKS APPEAR TO BE GONE.
 LG1178
 LG1178                          STATION RECOVERY (1962)
 LG1178
 LG1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LG1178'THE AIR FORCE HAS TAKEN OVER THIS PART OF THE AIRPORT SINCE
 LG1178'THE STATION MARK WAS PLACED AND THE FIELD AND BUILDINGS HAVE
 LG1178'ALL BEEN BUILT SINCE THE MARK WAS PLACED.  THE OLD CONTROL TOWER
 LG1178'AND OTHER LOCAL REFERENCES ARE GONE.
 LG1178
 LG1178                          STATION RECOVERY (1966)
 LG1178
 LG1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1178'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 LG1178'WERE NOT RECOVERED.  THE REFERENCE MARKS WERE DESTROYED DURING
 LG1178'CONSTRUCTION OF THE EXISTING PARKING RAMP.  THE STATION MARK IS
 LG1178'BELIEVED TO HAVE BEEN LOST DURING GRADING FOR THE AREA SURROUNDING
 LG1178'THE RAMP.
 LG1178'
 LG1178'THE ORIGINAL DESCRIPTION IS FOUND IN NEBRASKA QUAD. BOOK 400964,
 LG1178'STATION 1032.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1173 ***********************************************************************
 LG1173  DESIGNATION -  LINCOLN AFB AP STA A
 LG1173  PID         -  LG1173
 LG1173  STATE/COUNTY-  NE/LANCASTER
 LG1173  COUNTRY     -  US
 LG1173  USGS QUAD   -  EMERALD (2017)
 LG1173
 LG1173                         *CURRENT SURVEY CONTROL
 LG1173  ______________________________________________________________________
 LG1173* NAD 83(1995) POSITION- 40 51 46.77376(N) 096 45 43.32889(W)   ADJUSTED
 LG1173* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 LG1173  ______________________________________________________________________
 LG1173  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 LG1173  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 LG1173  HORZ ORDER      -  THIRD
 LG1173
 LG1173.This mark is at Lincoln Municipal Airport (LNK)
 LG1173
 LG1173.The horizontal coordinates were established by classical geodetic methods
 LG1173.and adjusted by the National Geodetic Survey in August 1997.
 LG1173
 LG1173.The orthometric height was scaled from a topographic map.
 LG1173
 LG1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1173.GEOID18 height accuracy estimate available here.
 LG1173
 LG1173.Click photographs - Photos may exist for this station.
 LG1173
 LG1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1173
 LG1173. The following values were computed from the NAD 83(1995) position.
 LG1173
 LG1173;                    North         East     Units Scale Factor Converg.
 LG1173;SPC NE       -   119,430.197   772,850.117   MT  0.99972108   +2 08 44.8
 LG1173;SPC NE       -   391,830.57  2,535,592.43   sFT  0.99972108   +2 08 44.8
 LG1173;UTM  14      - 4,525,958.791   688,612.414   MT  1.00003788   +1 27 52.6
 LG1173
 LG1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1173!SPC NE       -   0.99994858  x   0.99972108  =   0.99966967
 LG1173!UTM  14      -   0.99994858  x   1.00003788  =   0.99998645
 LG1173
 LG1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8861225958(NAD 83)
 LG1173
 LG1173                          SUPERSEDED SURVEY CONTROL
 LG1173
 LG1173  NAD 83(1986)-  40 51 46.78425(N)    096 45 43.33139(W) AD(       ) 3
 LG1173  NAD 27      -  40 51 46.76200(N)    096 45 42.32100(W) AD(       ) 3
 LG1173
 LG1173.Superseded values are not recommended for survey control.
 LG1173
 LG1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1173.See file dsdata.pdf to determine how the superseded data were derived.
 LG1173
 LG1173_MARKER: DT = TOPOGRAPHIC STATION DISK
 LG1173_STAMPING: AP 1959 STA A
 LG1173_MARK LOGO: CGS
 LG1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1173
 LG1173  HISTORY     - Date     Condition        Report By
 LG1173  HISTORY     - 1959     MONUMENTED       CGS
 LG1173  HISTORY     - 1961     MARK NOT FOUND   CGS
 LG1173
 LG1173                          STATION DESCRIPTION
 LG1173
 LG1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1173'MARK IS SET IN THE NORTHWEST CORNER OF THE NORTH END OF THE
 LG1173'RUNWAY AT LINCOLN AFB.  A STANDARD BRONZE DISK STAMPED- AP 1959
 LG1173'STA. A.
 LG1173
 LG1173                          STATION RECOVERY (1961)
 LG1173
 LG1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GCR)
 LG1173'STATION WAS DESTROYED BY SNOW REMOVAL EQUIPMENT ON THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1176 ***********************************************************************
 LG1176  DESIGNATION -  LINCOLN AFB AP STA B
 LG1176  PID         -  LG1176
 LG1176  STATE/COUNTY-  NE/LANCASTER
 LG1176  COUNTRY     -  US
 LG1176  USGS QUAD   -  EMERALD (2017)
 LG1176
 LG1176                         *CURRENT SURVEY CONTROL
 LG1176  ______________________________________________________________________
 LG1176* NAD 83(1995) POSITION- 40 49 39.31426(N) 096 45 44.15015(W)   ADJUSTED
 LG1176* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 LG1176  ______________________________________________________________________
 LG1176  GEOID HEIGHT    -        -26.215 (meters)                     GEOID18
 LG1176  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 LG1176  HORZ ORDER      -  THIRD
 LG1176
 LG1176.This mark is at Lincoln Municipal Airport (LNK)
 LG1176
 LG1176.The horizontal coordinates were established by classical geodetic methods
 LG1176.and adjusted by the National Geodetic Survey in August 1997.
 LG1176
 LG1176.The orthometric height was scaled from a topographic map.
 LG1176
 LG1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1176.GEOID18 height accuracy estimate available here.
 LG1176
 LG1176.Click photographs - Photos may exist for this station.
 LG1176
 LG1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1176
 LG1176. The following values were computed from the NAD 83(1995) position.
 LG1176
 LG1176;                    North         East     Units Scale Factor Converg.
 LG1176;SPC NE       -   115,501.512   772,978.067   MT  0.99972814   +2 08 44.3
 LG1176;SPC NE       -   378,941.21  2,536,012.21   sFT  0.99972814   +2 08 44.3
 LG1176;UTM  14      - 4,522,027.630   688,693.640   MT  1.00003826   +1 27 48.3
 LG1176
 LG1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1176!SPC NE       -   0.99994857  x   0.99972814  =   0.99967672
 LG1176!UTM  14      -   0.99994857  x   1.00003826  =   0.99998682
 LG1176
 LG1176:                Primary Azimuth Mark                     Grid Az
 LG1176:SPC NE       -  LINCOLN AFB ARP                          357 32 41.0
 LG1176:UTM  14      -  LINCOLN AFB ARP                          358 13 37.0
 LG1176
 LG1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8869322027(NAD 83)
 LG1176
 LG1176|---------------------------------------------------------------------|
 LG1176| PID    Reference Object                     Distance      Geod. Az  |
 LG1176|                                                           dddmmss.s |
 LG1176| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 5.7 KM 1121920.5 |
 LG1176| LG1175 LINCOLN AFB ARP                     APPROX. 2.0 KM 3594125.3 |
 LG1176|---------------------------------------------------------------------|
 LG1176
 LG1176                          SUPERSEDED SURVEY CONTROL
 LG1176
 LG1176  NAD 83(1986)-  40 49 39.32474(N)    096 45 44.15230(W) AD(       ) 3
 LG1176  NAD 27      -  40 49 39.30000(N)    096 45 43.11800(W) AD(       ) 3
 LG1176
 LG1176.Superseded values are not recommended for survey control.
 LG1176
 LG1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1176.See file dsdata.pdf to determine how the superseded data were derived.
 LG1176
 LG1176_MARKER: DT = TOPOGRAPHIC STATION DISK
 LG1176_STAMPING: AP 1959 STA B
 LG1176_MARK LOGO: CGS
 LG1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1176
 LG1176  HISTORY     - Date     Condition        Report By
 LG1176  HISTORY     - 1959     MONUMENTED       CGS
 LG1176
 LG1176                          STATION DESCRIPTION
 LG1176
 LG1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1176'MARK IS SET IN THE SOUTHWEST CORNER OF THE SOUTH END OF THE
 LG1176'RUNWAY.  A STANDARD BRONZE DISK STAMPED AP 1959 STA. B.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1175 ***********************************************************************
 LG1175  DESIGNATION -  LINCOLN AFB ARP
 LG1175  PID         -  LG1175
 LG1175  STATE/COUNTY-  NE/LANCASTER
 LG1175  COUNTRY     -  US
 LG1175  USGS QUAD   -  EMERALD (2017)
 LG1175
 LG1175                         *CURRENT SURVEY CONTROL
 LG1175  ______________________________________________________________________
 LG1175* NAD 83(2011) POSITION- 40 50 42.72537(N) 096 45 44.60146(W)   ADJUSTED
 LG1175* NAD 83(2011) ELLIP HT-   330.351 (meters)        (06/27/12)   ADJUSTED
 LG1175* NAD 83(2011) EPOCH   -  2010.00
 LG1175* NAVD 88 ORTHO HEIGHT -   356.604 (meters)     1169.96  (feet) ADJUSTED
 LG1175  ______________________________________________________________________
 LG1175  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 LG1175  NAD 83(2011) X  -   -568,990.246 (meters)                     COMP
 LG1175  NAD 83(2011) Y  - -4,798,484.682 (meters)                     COMP
 LG1175  NAD 83(2011) Z  -  4,149,650.014 (meters)                     COMP
 LG1175  LAPLACE CORR    -          5.79  (seconds)                    DEFLEC18
 LG1175  DYNAMIC HEIGHT  -        356.440 (meters)     1169.42  (feet) COMP
 LG1175  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 LG1175
 LG1175  VERT ORDER      -  FIRST     CLASS II
 LG1175
 LG1175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1175  Standards:
 LG1175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1175  -------------------------------------------------------------------
 LG1175  NETWORK    0.57   1.33           0.27   0.17   0.68     -0.03003039
 LG1175  -------------------------------------------------------------------
 LG1175  Click here for local accuracies and other accuracy information.
 LG1175
 LG1175.This mark is at Lincoln Municipal Airport (LNK)
 LG1175
 LG1175.The horizontal coordinates were established by GPS observations
 LG1175.and adjusted by the National Geodetic Survey in June 2012.
 LG1175
 LG1175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1175.been affixed to the stable North American tectonic plate. See 
 LG1175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1175
 LG1175.The horizontal coordinates are valid at the epoch date displayed above
 LG1175.which is a decimal equivalence of Year/Month/Day.
 LG1175
 LG1175.The orthometric height was determined by differential leveling and
 LG1175.adjusted by the NATIONAL GEODETIC SURVEY
 LG1175.in May 1993.
 LG1175
 LG1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1175.GEOID18 height accuracy estimate available here.
 LG1175
 LG1175.Click photographs - Photos may exist for this station.
 LG1175
 LG1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1175
 LG1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1175
 LG1175.The ellipsoidal height was determined by GPS observations
 LG1175.and is referenced to NAD 83.
 LG1175
 LG1175.The dynamic height is computed by dividing the NAVD 88
 LG1175.geopotential number by the normal gravity value computed on the
 LG1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1175.degrees latitude (g = 980.6199 gals.).
 LG1175
 LG1175.The modeled gravity was interpolated from observed gravity values.
 LG1175
 LG1175. The following values were computed from the NAD 83(2011) position.
 LG1175
 LG1175;                    North         East     Units Scale Factor Converg.
 LG1175;SPC NE       -   117,455.280   772,894.291   MT  0.99972458   +2 08 44.0
 LG1175;SPC NE       -   385,351.20  2,535,737.35   sFT  0.99972458   +2 08 44.0
 LG1175;UTM  14      - 4,523,982.866   688,633.104   MT  1.00003797   +1 27 49.9
 LG1175
 LG1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1175!SPC NE       -   0.99994818  x   0.99972458  =   0.99967278
 LG1175!UTM  14      -   0.99994818  x   1.00003797  =   0.99998615
 LG1175
 LG1175:                Primary Azimuth Mark                     Grid Az
 LG1175:SPC NE       -  LINCOLN AIR FORCE BASE TANK              113 58 38.0
 LG1175:UTM  14      -  LINCOLN AIR FORCE BASE TANK              114 39 32.1
 LG1175
 LG1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8863323982(NAD 83)
 LG1175
 LG1175|---------------------------------------------------------------------|
 LG1175| PID    Reference Object                     Distance      Geod. Az  |
 LG1175|                                                           dddmmss.s |
 LG1175| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 0.7 KM 1160722.0 |
 LG1175| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 6.7 KM 1275625.1 |
 LG1175| LG1113 LINCOLN C B AND Q RR PWR STK        APPROX. 4.6 KM 1460940.6 |
 LG1175| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 8.3 KM 1612834.2 |
 LG1175| LG1180 LINCOLN PIONEERS PARK TANK          APPROX. 7.5 KM 1820851.0 |
 LG1175|---------------------------------------------------------------------|
 LG1175
 LG1175                          SUPERSEDED SURVEY CONTROL
 LG1175
 LG1175  NAD 83(2007)-  40 50 42.72537(N)    096 45 44.60201(W) AD(2002.00) 0
 LG1175  ELLIP H (02/10/07)  330.373  (m)                       GP(2002.00)    
 LG1175  ELLIP H (12/12/01)  330.350  (m)                       GP(       ) 4 1
 LG1175  NAD 83(1995)-  40 50 42.72565(N)    096 45 44.60125(W) AD(       ) 3
 LG1175  ELLIP H (08/18/97)  330.324  (m)                       GP(       ) 4 1
 LG1175  NAD 83(1986)-  40 50 42.73619(N)    096 45 44.60358(W) AD(       ) 3
 LG1175  NAD 27      -  40 50 42.71600(N)    096 45 43.58100(W) AD(       ) 3
 LG1175  NAVD 88             356.60   (m)         1169.9    (f) LEVELING    3  
 LG1175  NGVD 29 (02/23/90)  357.0    (m)  RAPSU86  model used  GPS OBS        
 LG1175
 LG1175.Superseded values are not recommended for survey control.
 LG1175
 LG1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1175.See file dsdata.pdf to determine how the superseded data were derived.
 LG1175
 LG1175_MARKER: DT = TOPOGRAPHIC STATION DISK
 LG1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1175_STAMPING: ARP 1959
 LG1175_MARK LOGO: CGS
 LG1175_PROJECTION: FLUSH
 LG1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1175+STABILITY: SURFACE MOTION
 LG1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1175+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 LG1175
 LG1175  HISTORY     - Date     Condition        Report By
 LG1175  HISTORY     - 1959     MONUMENTED       CGS
 LG1175  HISTORY     - 1959     GOOD             CGS
 LG1175  HISTORY     - 19880615 GOOD             NGS
 LG1175  HISTORY     - 19890320 GOOD             NGS
 LG1175  HISTORY     - 19920520 GOOD             NGS
 LG1175  HISTORY     - 19970725 GOOD             NGS
 LG1175
 LG1175                          STATION DESCRIPTION
 LG1175
 LG1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1175'MARK IS LOCATED AT LINCOLN AFB AT THE APPROXIMATE MIDPOINT
 LG1175'OF THE RUNWAY, 136.0 FT. SOUTH OF THE CENTERLINE OF THE CENTER
 LG1175'TAXIWAY, 65.5 FT. WEST OF THE WEST EDGE OF THE RUNWAY.
 LG1175'
 LG1175'A STANDARD BRONZE DISK STAMPED- ARP 1959 SET IN A CONCRETE
 LG1175'MONUMENT FLUSH WITH THE GROUND.
 LG1175
 LG1175                          STATION RECOVERY (1959)
 LG1175
 LG1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LG1175'RECOVERED IN GOOD CONDITION.
 LG1175
 LG1175                          STATION RECOVERY (1988)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1175'THE STATION IS 75.7 FT (23.1 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 LG1175'SOUTH OF THE FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION OF RUNWAY
 LG1175'17R-35L AND TAXIWAY S ON THE WEST SIDE OF THE RUNWAY, 72.4 FT (22.1 M)
 LG1175'SSE OF THE TAXIWAY LIGHT, 44.4 FT (13.5 M) SW OF A TAXIWAY LIGHT IN
 LG1175'ARC, 21.4 FT (6.5 M) SOUTH OF THE CENTER OF A ROUND STEEL ELECTRIC
 LG1175'COVER.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 LG1175'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED APR 1959.
 LG1175
 LG1175                          STATION RECOVERY (1989)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1175'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHWEST OF
 LG1175'LINCOLN, AT THE LINCOLN MUNICIPAL AIRPORT.  OWNERSHIP--LINCLON AIRPORT
 LG1175'AUTHORITY, BOX 80407, LINCOLN, NE 68501.  AIRPORT MANAGER IS WAYNE
 LG1175'ANDERSON, TELEPHONE 402-474-2770.  CONTACT LARRY HICKOCK (OPERATIONS
 LG1175'MANAGER) TELEPHONE 402-470-3480.  ADVANCE NOTICE IS REQUIRED BY
 LG1175'AIRPORT AUTHORITY TO ARRANGE ESCORTS FOR PERSONNEL OCCUPYING THE
 LG1175'STATION.  PERSONNEL WILL MEET WITH THE ESCORTS AT THE FIRE, CRASH,
 LG1175'RESCUE AND MAINTENANCE BUILDING ON THE WEST SIDE OF THE AIRPORT AT AIR
 LG1175'PARK WEST.
 LG1175'TO REACH THE MAINTENANCE BUILDING AT AIR PARK WEST FROM THE
 LG1175'INTERSECTION OF INTERSTATE HIGHWAY 80 AND NW 48TH STREET (EXIT 395),
 LG1175'GO NORTH ON NW 48TH STREET FOR 3.37 KM (2.10 MI) TO THE JUNCTION WITH
 LG1175'WEST MATHIS STREET.  TURN RIGHT AND GO EAST ON WEST MATHIS STREET FOR
 LG1175'1.00 KM (0.60 MI) TO THE JUNCTION WITH NW 38TH STREET.  TURN LEFT AND
 LG1175'GO NORTH ON NW 38TH STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION WITH
 LG1175'WEST LUKE STREET.  TURN RIGHT AND GO EAST ON WEST LUKE STREET
 LG1175'FOLLOWING AIRPORT AUTHORITY MAINTENANCE SIGNAGE FOR 0.31 KM (0.20 MI)
 LG1175'TO 3401 WEST LUKE STREET AND THE BUILDING.
 LG1175'THE STATION MARK IS SET IN THE SOUTHWEST ANGLE FORMED BY THE
 LG1175'INTERSECTION OF A TAXIWAY AND RUNWAY 17R-35L, 40.9 M (134.2 FT) SOUTH
 LG1175'OF THE TAXIWAY CENTER, 20.2 M (66.3 FT) WEST OF THE RUNWAY EDGE, 23.1
 LG1175'M (75.8 FT) NORTHWEST OF A RUNWAY LIGHT, 6.5 M (21.3 FT) SOUTH OF THE
 LG1175'CENTER OF A SEWER COVER, AND 8 CM BELOW THE SURFACE.
 LG1175'DESCRIBED BY R.D.BALL.
 LG1175
 LG1175                          STATION RECOVERY (1992)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1175'IN LINCOLN, AT THE MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE FORMED BY
 LG1175'THE CENTER TAXIWAY AND RUNWAY 17R-35L, 40.9 M (134.2 FT) SOUTH OF THE
 LG1175'CENTER OF THE TAXIWAY, 20.2 M (66.3 FT) WEST OF THE WEST EDGE OF THE
 LG1175'RUNWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 LG1175'SURFACE.  NOTE--FOR PERMISSION TO VISIT THE MARK SITE, CONTACT--WAYNE
 LG1175'ANDERSON--AIRPORT MANAGER, TELEPHONE NUMBER (402) 474-2770, OR LARRY
 LG1175'HICKOCK--OPERATIONS MANAGER, TELEPHONE NUMBER (402) 470-3480.
 LG1175
 LG1175                          STATION RECOVERY (1997)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1175'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) .
 LG1175'RECOVERED IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 LG1175'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 LG1175'LINCOLN MUNICIPAL AIRPORT, IN THE SAFETY AREA WEST FROM RUNWAY 17R-35L
 LG1175'AND SOUTH FROM CONNECTOR TAXIWAY (S) .  OWNERSHIP--LINCOLN AIRPORT
 LG1175'AUTHORITY, BOX 80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION
 LG1175'CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE
 LG1175'(402) 470-3480, FAX (402) 470-2085.* TO REACH THE STATION FROM THE
 LG1175'JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77
 LG1175'WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH FROM STATE HIGHWAY
 LG1175'6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34
 LG1175'PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL
 LG1175'OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH
 LG1175'GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET,
 LG1175'FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH
 LG1175'STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF
 LG1175'4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR
 LG1175'0.4 KM (0.25 MI) TO A GATE AHEAD, AND AIRPORT MAINTAINANCE ON RIGHT.
 LG1175'PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE
 LG1175'EAST SIDE OF THE WEST RAMP AT A PARALLEL TAXIWAY (G) .  TURN RIGHT AND
 LG1175'GO SOUTH FOR 0.5 KM (0.30 MI) TO A CONNECTOR TAXIWAY (S) LEFT.  TURN
 LG1175'LEFT AND GO EAST FOR 0.2 KM (0.10 MI) TO THE STATION ON RIGHT.* THE
 LG1175'MARK IS A CGS TOPOGRAPHIC STATION DISK IN A 30 CM (12 IN) ROUND
 LG1175'CONCRETE POST.  THE STATION IS LOCATED 50.8 M (166.7 FT) WEST FROM
 LG1175'RUNWAY 17R-35L CENTER, 40.9 M (134.2 FT) SOUTH FROM THE CONNECTOR
 LG1175'TAXIWAY CENTER, 20.3 M (66.6 FT) WEST FROM THE WEST EDGE OF RUNWAY AT
 LG1175'THE SIDE PAINT BAR, 8.1 M (26.6 FT) SOUTHWEST FROM THE EDGE OF ASPHALT
 LG1175'TAXIWAY PAVEMENT ALONG AN ARC, 6.6 M (21.7 FT) SOUTH FROM THE CENTER
 LG1175'OF A 30 IN DIA ELECTRIC MANHOLE, AND 5.9 M (19.4 FT) NORTHWEST FROM
 LG1175'THE NORTHWEST FOUNDATION CORNER OF A DISTANCE REMAINING SIGN. THE MARK
 LG1175'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1181 ***********************************************************************
 LG1181  DESIGNATION -  LINCOLN AIR FORCE BASE TANK
 LG1181  PID         -  LG1181
 LG1181  STATE/COUNTY-  NE/LANCASTER
 LG1181  COUNTRY     -  US
 LG1181  USGS QUAD   -  EMERALD (2017)
 LG1181
 LG1181                         *CURRENT SURVEY CONTROL
 LG1181  ______________________________________________________________________
 LG1181* NAD 83(1995) POSITION- 40 50 33.40366(N) 096 45 19.57109(W)   ADJUSTED
 LG1181  ______________________________________________________________________
 LG1181  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 LG1181  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 LG1181  HORZ ORDER      -  THIRD
 LG1181
 LG1181.This mark is at Lincoln Municipal Airport (LNK)
 LG1181
 LG1181.The horizontal coordinates were established by classical geodetic methods
 LG1181.and adjusted by the National Geodetic Survey in August 1997.
 LG1181
 LG1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1181.GEOID18 height accuracy estimate available here.
 LG1181
 LG1181.Click photographs - Photos may exist for this station.
 LG1181
 LG1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1181
 LG1181. The following values were computed from the NAD 83(1995) position.
 LG1181
 LG1181;                    North         East     Units Scale Factor Converg.
 LG1181;SPC NE       -   117,189.979   773,490.851   MT  0.99972510   +2 09 00.6
 LG1181;SPC NE       -   384,480.79  2,537,694.57   sFT  0.99972510   +2 09 00.6
 LG1181;UTM  14      - 4,523,710.400   689,226.652   MT  1.00004074   +1 28 06.0
 LG1181
 LG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8922623710(NAD 83)
 LG1181
 LG1181                          SUPERSEDED SURVEY CONTROL
 LG1181
 LG1181  NAD 83(1986)-  40 50 33.41366(N)    096 45 19.57289(W) AD(       ) 3
 LG1181  NAD 27      -  40 50 33.39825(N)    096 45 18.50102(W) AD(       ) 3
 LG1181
 LG1181.Superseded values are not recommended for survey control.
 LG1181
 LG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1181.See file dsdata.pdf to determine how the superseded data were derived.
 LG1181
 LG1181_MARKER: 53 = ELEVATED TANK
 LG1181
 LG1181  HISTORY     - Date     Condition        Report By
 LG1181  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1181  HISTORY     - 1966     GOOD             CGS
 LG1181  HISTORY     - 1976     GOOD             NGS
 LG1181  HISTORY     - 1979     GOOD             NGS
 LG1181  HISTORY     - 19880615 GOOD             NGS
 LG1181  HISTORY     - 20010815 GOOD             USPSQD
 LG1181  HISTORY     - 20030809 GOOD             USPSQD
 LG1181
 LG1181                          STATION DESCRIPTION
 LG1181
 LG1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1181'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG1181'THE TANK IS 0.1 MILE WEST OF THE ENTRANCE TO THE LINCOLN AIR
 LG1181'NATIONAL GUARD GROUNDS AND 0.1 MILE SOUTHWEST OF THE UNITED AIRLINE
 LG1181'TERMINAL, LINCOLN MUNICIPAL AIRPORT.  THE TANK, WITH A REVOLVING
 LG1181'BEACON AT THE CENTER OF THE TOP, IS PAINTED RED AND WHITE.  THE
 LG1181'TANK IS SUPPORTED UPON EIGHT LEGS AND IS ABOUT 100 FEET IN
 LG1181'HEIGHT.
 LG1181
 LG1181                          STATION RECOVERY (1966)
 LG1181
 LG1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1181'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1181
 LG1181                          STATION RECOVERY (1976)
 LG1181
 LG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LG1181'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LG1181'DESCRIBED.
 LG1181'
 LG1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINCOLN
 LG1181'MUNICIPAL AIRPORT.
 LG1181
 LG1181                          STATION RECOVERY (1979)
 LG1181
 LG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 LG1181'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1181'
 LG1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINCOLN
 LG1181'MUNICIPAL AIRPORT.
 LG1181
 LG1181                          STATION RECOVERY (1988)
 LG1181
 LG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1181'THE TANK IS 0.1 MILES (0.2 KM) WEST OF THE ENTRANCE TO THE LINCOLN AIR
 LG1181'NATIONAL GUARD GROUNDS AND 0.1 MILES (0.2 KM) SOUTHWEST OF THE UNITED
 LG1181'AIRLINES TERMINAL, LINCOLN MUNICIPAL AIRPORT.  THE TANK, WITH A
 LG1181'REVOLVING BEACON AT THE CENTER OF THE TOP, IS PAINTED RED AND WHITE.
 LG1181'THE TANK IS SUPPORTED UPON EIGHT LEGS AND IS ABOUT 100 FT (30.5 M) IN
 LG1181'HEIGHT.  THE APEX OF THE WATER TANK WAS USED AS THE POINT OF
 LG1181'INTERSECTION.
 LG1181
 LG1181                          STATION RECOVERY (2001)
 LG1181
 LG1181'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1181'RECOVERED AS DESCRIBED IN 1988 DESCRIPTION, EXCEPT TANK IS NOW WHITE,
 LG1181'INSTEAD OF RED AND WHITE.
 LG1181
 LG1181                          STATION RECOVERY (2003)
 LG1181
 LG1181'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1127 ***********************************************************************
 LG1127  DESIGNATION -  LINCOLN BETHANY MUNICIPAL TANK
 LG1127  PID         -  LG1127
 LG1127  STATE/COUNTY-  NE/LANCASTER
 LG1127  COUNTRY     -  US
 LG1127  USGS QUAD   -  LINCOLN (2017)
 LG1127
 LG1127                         *CURRENT SURVEY CONTROL
 LG1127  ______________________________________________________________________
 LG1127* NAD 83(1995) POSITION- 40 49 52.72518(N) 096 37 40.98178(W)   ADJUSTED
 LG1127  ______________________________________________________________________
 LG1127  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 LG1127  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 LG1127  HORZ ORDER      -  THIRD
 LG1127
 LG1127.The horizontal coordinates were established by classical geodetic methods
 LG1127.and adjusted by the National Geodetic Survey in August 1997.
 LG1127
 LG1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1127.GEOID18 height accuracy estimate available here.
 LG1127
 LG1127.Click photographs - Photos may exist for this station.
 LG1127
 LG1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1127
 LG1127. The following values were computed from the NAD 83(1995) position.
 LG1127
 LG1127;                    North         East     Units Scale Factor Converg.
 LG1127;SPC NE       -   116,347.312   784,272.041   MT  0.99972738   +2 14 04.5
 LG1127;SPC NE       -   381,716.14  2,573,065.85   sFT  0.99972738   +2 14 04.5
 LG1127;UTM  14      - 4,522,739.039   700,000.703   MT  1.00009236   +1 33 04.9
 LG1127
 LG1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0000022739(NAD 83)
 LG1127
 LG1127                          SUPERSEDED SURVEY CONTROL
 LG1127
 LG1127  NAD 83(1986)-  40 49 52.73455(N)    096 37 40.98232(W) AD(       ) 3
 LG1127  NAD 27      -  40 49 52.74000(N)    096 37 39.94000(W) AD(       ) 3
 LG1127
 LG1127.Superseded values are not recommended for survey control.
 LG1127
 LG1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1127.See file dsdata.pdf to determine how the superseded data were derived.
 LG1127
 LG1127_MARKER: 53 = ELEVATED TANK
 LG1127
 LG1127  HISTORY     - Date     Condition        Report By
 LG1127  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1127  HISTORY     - 1958     GOOD             CGS
 LG1127  HISTORY     - 1959     GOOD             CGS
 LG1127  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LG1127
 LG1127                          STATION DESCRIPTION
 LG1127
 LG1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1127'THE STATION IS LOCATED IN BETHANY, A SUBURB ABOUT 3 MILES EAST
 LG1127'OF LINCOLN.  IT IS 100 FEET NORTH OF FRANCIS ST. AND 75 FEET
 LG1127'WEST OF 68TH ST. AND 45 FEET EAST OF A RED BRICK BUILDING.  IT IS
 LG1127'A SILVER TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE ABOUT
 LG1127'125 FEET HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1127'APEX OF THE ROOF.
 LG1127
 LG1127                          STATION RECOVERY (1958)
 LG1127
 LG1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1127'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1127'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1127
 LG1127                          STATION RECOVERY (1959)
 LG1127
 LG1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1127'RECOVERED AS DESCRIBED, EXCEPT THE BRICK BUILDING REFERRED TO
 LG1127'IN THE 1947 DESCRIPTION HAS BEEN REMOVED.
 LG1127
 LG1127                          STATION RECOVERY (2001)
 LG1127
 LG1127'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1127'TANK HAS BEEN DEMOLISHED. SITE LOCATED.  TANK NO LONGER EXISTS.  SITE
 LG1127'IS NOW OCCUPIED BY PRIVATE HOMES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1121 ***********************************************************************
 LG1121  DESIGNATION -  LINCOLN COLLEGE VIEW MUN TANK
 LG1121  PID         -  LG1121
 LG1121  STATE/COUNTY-  NE/LANCASTER
 LG1121  COUNTRY     -  US
 LG1121  USGS QUAD   -  LINCOLN (2017)
 LG1121
 LG1121                         *CURRENT SURVEY CONTROL
 LG1121  ______________________________________________________________________
 LG1121* NAD 83(1995) POSITION- 40 46 34.04663(N) 096 39 33.12025(W)   ADJUSTED
 LG1121  ______________________________________________________________________
 LG1121  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 LG1121  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 LG1121  HORZ ORDER      -  THIRD
 LG1121
 LG1121.The horizontal coordinates were established by classical geodetic methods
 LG1121.and adjusted by the National Geodetic Survey in August 1997.
 LG1121
 LG1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1121.GEOID18 height accuracy estimate available here.
 LG1121
 LG1121.Click photographs - Photos may exist for this station.
 LG1121
 LG1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1121
 LG1121. The following values were computed from the NAD 83(1995) position.
 LG1121
 LG1121;                    North         East     Units Scale Factor Converg.
 LG1121;SPC NE       -   110,122.887   781,883.984   MT  0.99973907   +2 12 50.2
 LG1121;SPC NE       -   361,294.84  2,565,231.04   sFT  0.99973907   +2 12 50.2
 LG1121;UTM  14      - 4,516,541.374   697,537.648   MT  1.00008031   +1 31 45.4
 LG1121
 LG1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9753716541(NAD 83)
 LG1121
 LG1121                          SUPERSEDED SURVEY CONTROL
 LG1121
 LG1121  NAD 83(1986)-  40 46 34.05557(N)    096 39 33.12052(W) AD(       ) 3
 LG1121  NAD 27      -  40 46 34.05300(N)    096 39 32.07100(W) AD(       ) 3
 LG1121
 LG1121.Superseded values are not recommended for survey control.
 LG1121
 LG1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1121.See file dsdata.pdf to determine how the superseded data were derived.
 LG1121
 LG1121_MARKER: 53 = ELEVATED TANK
 LG1121
 LG1121  HISTORY     - Date     Condition        Report By
 LG1121  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1121  HISTORY     - 1958     GOOD             CGS
 LG1121  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LG1121
 LG1121                          STATION DESCRIPTION
 LG1121
 LG1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1121'THE STATION IS LOCATED IN COLLEGE VIEW, A SUBURB ABOUT 3 MILES
 LG1121'SOUTHEAST OF LINCOLN.  IT IS 50 FEET EAST OF 44TH STREET AND ABOUT
 LG1121'THE MIDDLE OF THE BLOCK BETWEEN STOCKWELL AND CALVERT STREETS.  IT
 LG1121'IS A SILVER TANK SUPPORTED BY A SIX LEGGED STEEL STRUCTURE.  IT IS
 LG1121'ABOUT 100 FEET HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1121'APEX OF THE ROOF.
 LG1121
 LG1121                          STATION RECOVERY (1958)
 LG1121
 LG1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1121'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1121'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1121
 LG1121                          STATION RECOVERY (2001)
 LG1121
 LG1121'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1121'TANK HAS BEEN DEMOLISHED. SITE LOCATED.  TANK NO LONGER EXISTS.  A
 LG1121'SCHOOL HAS BEEN CONSTRUCTED ON THE SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1122 ***********************************************************************
 LG1122  DESIGNATION -  LINCOLN GOOCH FOOD PROD TANK
 LG1122  PID         -  LG1122
 LG1122  STATE/COUNTY-  NE/LANCASTER
 LG1122  COUNTRY     -  US
 LG1122  USGS QUAD   -  LINCOLN (2017)
 LG1122
 LG1122                         *CURRENT SURVEY CONTROL
 LG1122  ______________________________________________________________________
 LG1122* NAD 83(1995) POSITION- 40 47 35.58540(N) 096 42 49.53365(W)   ADJUSTED
 LG1122  ______________________________________________________________________
 LG1122  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 LG1122  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 LG1122  HORZ ORDER      -  THIRD
 LG1122
 LG1122.The horizontal coordinates were established by classical geodetic methods
 LG1122.and adjusted by the National Geodetic Survey in August 1997.
 LG1122
 LG1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1122.GEOID18 height accuracy estimate available here.
 LG1122
 LG1122.Click photographs - Photos may exist for this station.
 LG1122
 LG1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1122
 LG1122. The following values were computed from the NAD 83(1995) position.
 LG1122
 LG1122;                    North         East     Units Scale Factor Converg.
 LG1122;SPC NE       -   111,842.883   777,210.599   MT  0.99973535   +2 10 40.0
 LG1122;SPC NE       -   366,937.86  2,549,898.44   sFT  0.99973535   +2 10 40.0
 LG1122;UTM  14      - 4,518,317.640   692,883.589   MT  1.00005794   +1 29 38.9
 LG1122
 LG1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9288318317(NAD 83)
 LG1122
 LG1122                          SUPERSEDED SURVEY CONTROL
 LG1122
 LG1122  NAD 83(1986)-  40 47 35.59407(N)    096 42 49.53458(W) AD(       ) 3
 LG1122  NAD 27      -  40 47 35.58600(N)    096 42 48.47800(W) AD(       ) 3
 LG1122
 LG1122.Superseded values are not recommended for survey control.
 LG1122
 LG1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1122.See file dsdata.pdf to determine how the superseded data were derived.
 LG1122
 LG1122_MARKER: 53 = ELEVATED TANK
 LG1122
 LG1122  HISTORY     - Date     Condition        Report By
 LG1122  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1122  HISTORY     - 1958     GOOD             CGS
 LG1122  HISTORY     - 1959     GOOD             CGS
 LG1122  HISTORY     - 1966     GOOD             CGS
 LG1122  HISTORY     - 20010817 GOOD             USPSQD
 LG1122  HISTORY     - 20030814 GOOD             USPSQD
 LG1122
 LG1122                          STATION DESCRIPTION
 LG1122
 LG1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1122'THE STATION IS LOCATED ABOUT 1 MILE SOUTH SOUTHWEST OF LINCOLN
 LG1122'AT THE NORTHWEST ANGLE OF SOUTH ST. AND PARK BLVD.  IT IS
 LG1122'A SILVER TANK ON THE TOP OF A GRAIN ELEVATOR AT THE SOUTH
 LG1122'END OF A ROW OF STORAGE BINS.  IT IS ABOUT 200 FEET HIGH.
 LG1122'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1122
 LG1122                          STATION RECOVERY (1958)
 LG1122
 LG1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1122'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1122'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1122
 LG1122                          STATION RECOVERY (1959)
 LG1122
 LG1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1122'RECOVERED AS DESCRIBED.
 LG1122
 LG1122                          STATION RECOVERY (1966)
 LG1122
 LG1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1122'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1122
 LG1122                          STATION RECOVERY (2001)
 LG1122
 LG1122'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1122'RECOVERED IN GOOD CONDITION.
 LG1122
 LG1122                          STATION RECOVERY (2003)
 LG1122
 LG1122'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1229 ***********************************************************************
 LG1229  FBN         -  This is a Federal Base Network Control Station.
 LG1229  DESIGNATION -  LINCOLN NCMN
 LG1229  PID         -  LG1229
 LG1229  STATE/COUNTY-  NE/LANCASTER
 LG1229  COUNTRY     -  US
 LG1229  USGS QUAD   -  LINCOLN (2017)
 LG1229
 LG1229                         *CURRENT SURVEY CONTROL
 LG1229  ______________________________________________________________________
 LG1229* NAD 83(2011) POSITION- 40 45 39.18990(N) 096 42 25.13619(W)   ADJUSTED
 LG1229* NAD 83(2011) ELLIP HT-   336.095 (meters)        (06/27/12)   ADJUSTED
 LG1229* NAD 83(2011) EPOCH   -  2010.00
 LG1229* NAVD 88 ORTHO HEIGHT -   362.065 (meters)     1187.87  (feet) ADJUSTED
 LG1229  ______________________________________________________________________
 LG1229  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LG1229  NAD 83(2011) X  -   -565,064.815 (meters)                     COMP
 LG1229  NAD 83(2011) Y  - -4,805,113.942 (meters)                     COMP
 LG1229  NAD 83(2011) Z  -  4,142,565.800 (meters)                     COMP
 LG1229  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 LG1229  DYNAMIC HEIGHT  -        361.907 (meters)     1187.36  (feet) COMP
 LG1229  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LG1229
 LG1229  VERT ORDER      -  FIRST     CLASS II
 LG1229
 LG1229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1229  Standards:
 LG1229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1229  -------------------------------------------------------------------
 LG1229  NETWORK    0.18   0.43           0.08   0.07   0.22     -0.00401503
 LG1229  -------------------------------------------------------------------
 LG1229  Click here for local accuracies and other accuracy information.
 LG1229
 LG1229.The horizontal coordinates were established by GPS observations
 LG1229.and adjusted by the National Geodetic Survey in June 2012.
 LG1229
 LG1229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1229.been affixed to the stable North American tectonic plate. See 
 LG1229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1229
 LG1229.The horizontal coordinates are valid at the epoch date displayed above
 LG1229.which is a decimal equivalence of Year/Month/Day.
 LG1229
 LG1229.The orthometric height was determined by differential leveling and
 LG1229.adjusted by the NATIONAL GEODETIC SURVEY
 LG1229.in May 1993.
 LG1229
 LG1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1229.GEOID18 height accuracy estimate available here.
 LG1229
 LG1229.Click photographs - Photos may exist for this station.
 LG1229
 LG1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1229
 LG1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1229
 LG1229.The ellipsoidal height was determined by GPS observations
 LG1229.and is referenced to NAD 83.
 LG1229
 LG1229.The dynamic height is computed by dividing the NAVD 88
 LG1229.geopotential number by the normal gravity value computed on the
 LG1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1229.degrees latitude (g = 980.6199 gals.).
 LG1229
 LG1229.The modeled gravity was interpolated from observed gravity values.
 LG1229
 LG1229. The following values were computed from the NAD 83(2011) position.
 LG1229
 LG1229;                    North         East     Units Scale Factor Converg.
 LG1229;SPC NE       -   108,277.711   777,918.686   MT  0.99974246   +2 10 56.2
 LG1229;SPC NE       -   355,241.12  2,552,221.56   sFT  0.99974246   +2 10 56.2
 LG1229;UTM  14      - 4,514,743.120   693,549.268   MT  1.00006111   +1 29 51.3
 LG1229
 LG1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1229!SPC NE       -   0.99994728  x   0.99974246  =   0.99968976
 LG1229!UTM  14      -   0.99994728  x   1.00006111  =   1.00000839
 LG1229
 LG1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9354914743(NAD 83)
 LG1229
 LG1229                          SUPERSEDED SURVEY CONTROL
 LG1229
 LG1229  NAD 83(2007)-  40 45 39.18993(N)    096 42 25.13663(W) AD(2002.00) 0
 LG1229  ELLIP H (02/10/07)  336.117  (m)                       GP(2002.00)    
 LG1229  ELLIP H (03/30/05)  336.085  (m)                       GP(       ) 3 1
 LG1229  ELLIP H (07/10/01)  336.106  (m)                       GP(       ) 4 1
 LG1229  ELLIP H (07/24/97)  336.092  (m)                       GP(       ) 1 1
 LG1229  ELLIP H (12/21/93)  336.194  (m)                       GP(       ) 4 1
 LG1229  NAD 83(1995)-  40 45 39.18973(N)    096 42 25.13587(W) AD(       ) A
 LG1229  ELLIP H (07/31/92)  336.194  (m)                       GP(       ) 1 1
 LG1229  NAD 83(1986)-  40 45 39.20082(N)    096 42 25.13676(W) AD(       ) 1
 LG1229  NAVD 88 (03/30/05)  362.1    (m)  UNKNOWN  model used  GPS OBS        
 LG1229  NAVD 88             362.07   (m)         1187.9    (f) LEVELING    3  
 LG1229  NGVD 29 (02/23/90)  362.9    (m)  RAPSU86  model used  GPS OBS        
 LG1229
 LG1229.Superseded values are not recommended for survey control.
 LG1229
 LG1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1229.See file dsdata.pdf to determine how the superseded data were derived.
 LG1229
 LG1229_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1229_STAMPING: LINCOLN NCMN 1985
 LG1229_MARK LOGO: NGS
 LG1229_PROJECTION: FLUSH
 LG1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1229+STABILITY: SURFACE MOTION
 LG1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1229+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2017
 LG1229
 LG1229  HISTORY     - Date     Condition        Report By
 LG1229  HISTORY     - 1985     MONUMENTED       NGS
 LG1229  HISTORY     - 1985     GOOD             NGS
 LG1229  HISTORY     - 19890317 GOOD             NGS
 LG1229  HISTORY     - 19900419 GOOD             NGS
 LG1229  HISTORY     - 19911022 GOOD             NGS
 LG1229  HISTORY     - 19931004 GOOD             NGS
 LG1229  HISTORY     - 19950408 GOOD             NGS
 LG1229  HISTORY     - 19950419 GOOD             NGS
 LG1229  HISTORY     - 19970121 GOOD             NGS
 LG1229  HISTORY     - 19970521 GOOD             NGS
 LG1229  HISTORY     - 20000601 GOOD             NGS
 LG1229  HISTORY     - 2002     GOOD             NEDR
 LG1229  HISTORY     - 20030205 GOOD             NEDR
 LG1229  HISTORY     - 20170104 GOOD             NEGS
 LG1229
 LG1229                          STATION DESCRIPTION
 LG1229
 LG1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229'THE STATION IS LOCATED ABOUT 1.21 KM. (0.75 MI)
 LG1229'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1229'HIGHWAY 2, IN THE SOUTH PART OF LINCOLN, 0.4 KM
 LG1229'NEBRASKA DEPARTMENT OF ROADS FACILITY AT 5001 SOUTH
 LG1229'14TH STREET, LINCOLN, NEBRASKA.
 LG1229'OWNERSHIP -- NEBRASKA DEPARTMENT OF ROADS, SOUTH
 LG1229'JUNCTION U.S. 77 AND N-2, POST OFFICE BOX 94759, LINCOLN,
 LG1229'NE. 68509-4759 CONTACT PRELIMINARY SURVEYS SUPERVISOR,
 LG1229'HUBERT E. DOLL, TELEPHONE 402-479-4341 OR 479-4682.
 LG1229'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY
 LG1229'77 AND STATE HIGHWAY 2, IN THE SOUTH PART OF LINCOLN, GO
 LG1229'SOUTH ON HIGHWAY 77 AND SOUTH 14TH STREET FOR 1.05 KM
 LG1229'(0.65 MI0 TO CUSHMAN DRIVE.  TURN RIGHT AND GO WEST ,
 LG1229'ENTERING THE NEBRASKA DEPARTMENT OF ROADS CENTRAL
 LG1229'SUPPLY YARD FACILITY, FOR 0.16 KM (0.1 MI) TO A
 LG1229'T-INTERSECTION AT THE SIGN SHOP BUILDING.  TURN LEFT
 LG1229'AND GO SOUTH FOR ABOUT 0.05 KM (150 FT) TO A GRAVELED ROAD
 LG1229'ON THE RIGHT, TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR
 LG1229'0.24 KM. (0.15 MI) TO THE GEODETIC FIELD OFFICE BUILDING
 LG1229'ON THE LEFT AND THE STATION ON THE LEFT, JUST WEST OF THE
 LG1229'BUILDING.
 LG1229'THE STATION IS A STANDARD NGS DISK STAMPED---LINCOLN NCMN
 LG1229'NCMN 1985 --- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LG1229'30.0 CM (12.0 INCHES) IN DIAMETER, FLUSH WITH GROUND.
 LG1229'LOCATED 40.20 METERS (131.9 FT) NORTHEAST FROM A FENCE
 LG1229'CORNER POST.  LOCATED 37.00 METERS (121.4 FT) NORTHWEST
 LG1229'FROM THE SOUTHWEST CORNEWR OF THE GEODETIC FIELD OFFICE BUILDING.
 LG1229'LOCATED 28.2 METERS (92.5 FT) SOUTH FROM THE CENTERLINE OF
 LG1229'THE GRAVELED ROAD.  LOCATED 21.92 METERS (71.9 FT)
 LG1229'WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF THE GEODETIC
 LG1229'FIELD OFFICE BUILDING.
 LG1229'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 LG1229'LINCOLN NCMN 1985 ---, SET INTO AN IRREGULAR MASS OF CONCRETE
 LG1229'1.1 METERS 3.74 FEET BELOW THE SURFACE.
 LG1229
 LG1229                          STATION RECOVERY (1985)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG1229'RECOVERED IN GOOD CONDITION.
 LG1229
 LG1229                          STATION RECOVERY (1989)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1229'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF LINCOLN, AT THE
 LG1229'STATE DEPARTMENT OF ROADS COMPLEX, IN A GRASSY AREA BEHIND THE SURVEY
 LG1229'SECTION BUILDING, 1 KM (0.60 MI) SOUTH OF THE STATE PENITENTIARY, 0.4
 LG1229'KM (0.25 MI) WEST OF US HIGHWAY 77.  OWNERSHIP--NE DEPT OF ROADS, PO
 LG1229'BOX 94759, LINCOLN NEBRASKA 68509-4759. CONTACT HULBERT E. DOLL,
 LG1229'PRELIMINARY SURVEYS SUPERVISOR, TELEPHONE 402-479-4341 OR 4682.  GATE
 LG1229'IS LOCKED AFTER BUSINESS HOURS.
 LG1229'TO REACH THE STATION FROM THE COURTHOUSE IN LINCOLN, GO SOUTH ON US
 LG1229'HIGHWAY 77 AND STATE HIGHWAY 2 (NINTH STREET) FOR 4.2 KM (2.60 MI) TO
 LG1229'WHERE US HIGHWAY 77 GOES SOUTH AND THE STATE PENITENTIARY ON THE
 LG1229'RIGHT.  TURN RIGHT AND GO SOUTH ON US HIGHWAY 77 FOR 1.20 KM
 LG1229'(0.75 MI) TO A CROSSROAD AT THE TOP OF THE HILL (CUSHMAN DRIVE).  TURN
 LG1229'RIGHT AND GO WEST INTO THE STATE COMPLEX FOR 0.16 KM (0.10 MI) TO A
 LG1229'GATE.  PASS THROUGH GATE AND CONTINUE AHEAD FOR 0.05 KM (0.05 MI) TO A
 LG1229'T-STREET.  TURN LEFT AND GO SOUTH FOR 0.05 KM (0.05 MI) TO A GRAVEL
 LG1229'ROAD RIGHT. TURN RIGHT AND GO WEST FOR 0.16 KM (0.10 MI) TO A DIM ROAD
 LG1229'LEFT ON THE WEST SIDE OF A LONG GREEN METAL BUILDING (SURVEY BRANCH).
 LG1229'BEAR LEFT FOR ABOUT 100 FEET TO THE STATION.
 LG1229'THE STATION IS ABOUT 0.60 M (2.0 FT) LOWER THAN THE ROAD AND FLUSH
 LG1229'WITH THE GROUND.  IT IS 28.8 M (94.5 FT) SOUTH OF THE APPROXIMATE
 LG1229'CENTER OF THE GRAVEL ROAD, 28.6 M (93.8 FT) SOUTHWEST OF A UTILITY
 LG1229'POLE, 21.7 M (71.2 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LG1229'BUILDING, 15.5 M (50.9 FT) WEST OF A UTILITY POLE AND 0.2 M (0.7 FT)
 LG1229'WEST OF A METAL WITNESS POST (WITHOUT SIGN).
 LG1229'DESCRIBED BY R.D.BALL.
 LG1229
 LG1229                          STATION RECOVERY (1990)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1229'THE STATION IS LOCATED ABOUT 1.21 KM (0.75 MI) SOUTHWEST OF THE
 LG1229'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 2, IN THE SOUTH PART OF
 LG1229'LINCOLN, 0.4 KM (0.2 MI) WEST OF HIGHWAY 77 AND IN THE CENTRAL SUPPLY
 LG1229'YARD OF THE NEBRASKA DEPARTMENT OF ROADS FACILITY AT 5001 SOUTH 14TH
 LG1229'STREET, LINCOLN NE.  OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS, P.O.
 LG1229'BOX 94759, LINCOLN NE 68509-4759.  CONTACT PRELIMINARY SURVEYS
 LG1229'SUPERVISOR, HUBERT E DOLL, PHONE 402-479-4341 OR 402-479-4682.
 LG1229'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 77 AND
 LG1229'STATE HIGHWAY 2, IN THE SOUTH PART OF LINCOLN, GO SOUTH ON HIGHWAY 77
 LG1229'AND SOUTH 14TH STREET FOR 1.05 KM (0.65 MI) TO CUSHMAN DRIVE.  TURN
 LG1229'RIGHT AND GO WEST, PASSING THROUGH TWO GATES, FOR 0.16 KM (0.10 MI)
 LG1229'ENTERING THE CENTRAL SUPPLY YARD FACILITY, TO A T-INTERSECTION AT THE
 LG1229'SIGN SHOP BUILDING.  TURN LEFT AND GO SOUTH FOR ABOUT 46 M
 LG1229'(150.9 FT) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 LG1229'ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE GEODETIC FIELD
 LG1229'OFFICE BUILDING ON THE LEFT AND THE STATION ON THE LEFT, JUST WEST OF
 LG1229'THE BUILDING.
 LG1229'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 LG1229'CONCRETE MONUMENT FLUSH WITH THE GROUND.  LOCATED 40.2 M (131.9 FT)
 LG1229'NORTHEAST FROM A FENCE CORNER POST, 37.0 M (121.4 FT) NORTHWEST FROM
 LG1229'THE SOUTHWEST CORNER OF THE GEODETIC FIELD OFFICE, 28.2 M (92.5 FT)
 LG1229'SOUTH FROM THE CENTER OF THE ROAD AND 21.9 M (71.9 FT) WEST-SOUTHWEST
 LG1229'FROM THE NORTHWEST CORNER OF THE GEODETIC FIELD OFFICE.
 LG1229'DESCRIBED BY J.A. ODUM, TYPED BY HJS.
 LG1229
 LG1229                          STATION RECOVERY (1991)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1229'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1229'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.3 KM (0.20
 LG1229'MI) WESTERLY ALONG THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE
 LG1229'FACILITY ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 LG1229'PAVED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 27.7
 LG1229'M (90.9 FT) SOUTH OF THE ROAD CENTER, 22.1 M (72.5 FT) WEST OF THE
 LG1229'NORTHWEST CORNER OF THE SURVEY DEPARTMENT, 15.3 M (50.2 FT) NORTHWEST
 LG1229'OF REFERENCE MARK 1, 15.2 M (49.9 FT) NORTHEAST OF REFERENCE MARK 2,
 LG1229'1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A
 LG1229'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG1229
 LG1229                          STATION RECOVERY (1993)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 LG1229'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTHWEST OF THE
 LG1229'JUNCTION OF US HIGHWAY 77 AND STATE HIGHWAY 2, IN THE SOUTHWEST
 LG1229'SECTION OF LINCOLN, 0.4 KM (0.25 MI) WEST OF US HIGHWAY 77 IN THE
 LG1229'CENTRAL SUPPLY YARD OF THE NEBRASKA DEPARTMENT OF ROADS FACILITY AT
 LG1229'5001 SOUTH 14TH STREET, LINCOLN, NE.  OWNERSHIP--NEBRASKA DEPARTMENT
 LG1229'OF ROADS, P.O. BOX 94759, LINCOLN, NE  68509-4759.  CONTACT HUBERT E.
 LG1229'DOLL, PHONE 402-479-4341 OR -4682.
 LG1229'
 LG1229'TO REACH FROM THE SOUTH JUNCTION OF US HIGHWAY 77 AND STATE HIGHWAY 2,
 LG1229'IN THE SOUTH PART OF LINCOLN, GO SOUTH ON HIGHWAY 77 AND SOUTH 14TH
 LG1229'STREET FOR 1.05 KM (0.65 MI) TO CUSHMAN DRIVE.  TURN RIGHT, WEST,
 LG1229'PASSING THROUGH TWO GATES, FOR 0.15 KM (0.09 MI) ENTERING THE CENTRAL
 LG1229'SUPPLY YARD FACILITY, TO A T-INTERSECTION AT THE SIGN SHOP BUILDING.
 LG1229'TURN LEFT, SOUTH, FOR ABOUT 46 M (150.92 FT) TO A GRAVEL ROAD RIGHT.
 LG1229'TURN RIGHT, WEST, ON GRAVEL ROAD FOR 0.25 KM (0.16 MI) TO THE GEODETIC
 LG1229'FIELD OFFICE BUILDING ON THE LEFT AND THE STATION ON THE LEFT, JUST
 LG1229'WEST OF THE BUILDING.
 LG1229'
 LG1229'STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 LG1229'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 28.2 M (92.52 FT) SOUTH
 LG1229'OF, AND ABOUT 0.5 M (1.64 FT) LOWER THAN, THE GRAVEL ROAD CENTER, 40.2
 LG1229'M (131.89 FT) NORTHEAST OF A FENCE CORNER POST, 37.0 M (121.39 FT)
 LG1229'NORTHWEST OF THE SOUTHWEST CORNER OF THE GEODETIC FIELD OFFICE, AND
 LG1229'21.9 M (71.85 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LG1229'GEODETIC FIELD OFFICE.
 LG1229
 LG1229                          STATION RECOVERY (1995)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (1995)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1229'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LINCOLN, ABOUT 0.75 MI
 LG1229'(1.21 KM) SOUTH OF THE STATE PRISON, AT THE NEBRASKA DEPARTMENT OF
 LG1229'ROADS CENTRAL RECEIVING AND SUPPLY FACILITY AT 5001 SOUTH 14TH STREET.
 LG1229'TO REACH THE MARK FROM THE ENTRANCE TO THE DEPARTMENT OF ROADS
 LG1229'FACILITY AT 5001 SOUTH 14TH STREET, IN LINCOLN, GO WEST ON A PAVED
 LG1229'ROAD FOR 0.1 MI, (0.2 KM) PASSING THROUGH A SECURITY GATE, TO A T-ROAD
 LG1229'AT THE FACILITIES SIGN SHOP.  TURN LEFT FOR ABOUT 0.05 MI (0.08 KM) TO
 LG1229'A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND CONTINUE WEST FOR 0.15
 LG1229'MI (0.24 KM) TO THE GEODETIC SURVEY FIELD OFFICE BUILDING AND THE MARK
 LG1229'ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LG1229'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 131.9 FT (40.2 M)
 LG1229'NORTHEAST FROM A FENCE CORNER POST, 121.4 FT (37.0 M) NORTHWEST OF THE
 LG1229'SOUTHWEST CORNER OF THE GEODETIC SURVEY BUILDING, 92.5 FT (28.2 M)
 LG1229'SOUTH FROM THE CENTERLINE OF THE GRAVELED ROAD, 71.9 FT (21.9 M)
 LG1229'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AND WITHIN
 LG1229'THREE METAL U-POSTS.  TO GAIN ACCESS TO THE STATION AFTER HOURS,
 LG1229'CONTACT THE DEPARTMENT OF ROADS AT 402-479-4682 OR 402-479-4341.  THE
 LG1229'SECURITY GATE IS CLOSED BETWEEN THE HOURS OF 1730 IN THE EVENING AND
 LG1229'0600 IN THE MORNING.
 LG1229
 LG1229                          STATION RECOVERY (1997)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (1997)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (2000)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (2002)
 LG1229
 LG1229'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (2003)
 LG1229
 LG1229'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (DSC)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229'
 LG1229
 LG1229                          STATION RECOVERY (2017)
 LG1229
 LG1229'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LG1229'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1317 ***********************************************************************
 LG1317  DESIGNATION -  LINCOLN NCMN RM 1
 LG1317  PID         -  LG1317
 LG1317  STATE/COUNTY-  NE/LANCASTER
 LG1317  COUNTRY     -  US
 LG1317  USGS QUAD   -  LINCOLN (2017)
 LG1317
 LG1317                         *CURRENT SURVEY CONTROL
 LG1317  ______________________________________________________________________
 LG1317* NAD 83(1986) POSITION- 40 45 38.9    (N) 096 42 24.7    (W)   HD_HELD2
 LG1317* NAVD 88 ORTHO HEIGHT -   362.672 (meters)     1189.87  (feet) ADJUSTED
 LG1317  ______________________________________________________________________
 LG1317  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LG1317  DYNAMIC HEIGHT  -        362.514 (meters)     1189.35  (feet) COMP
 LG1317  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LG1317
 LG1317  VERT ORDER      -  FIRST     CLASS II
 LG1317
 LG1317.The horizontal coordinates were established by autonomous hand held GPS
 LG1317.observations and have an estimated accuracy of +/- 10 meters.
 LG1317
 LG1317.The orthometric height was determined by differential leveling and
 LG1317.adjusted by the NATIONAL GEODETIC SURVEY
 LG1317.in May 1993.
 LG1317
 LG1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1317.GEOID18 height accuracy estimate available here.
 LG1317
 LG1317.Click photographs - Photos may exist for this station.
 LG1317
 LG1317.The dynamic height is computed by dividing the NAVD 88
 LG1317.geopotential number by the normal gravity value computed on the
 LG1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1317.degrees latitude (g = 980.6199 gals.).
 LG1317
 LG1317.The modeled gravity was interpolated from observed gravity values.
 LG1317
 LG1317;                    North         East    Units  Estimated Accuracy
 LG1317;SPC NE       -   108,269.      777,929.      MT  (+/- 10 meters HH2 GPS)
 LG1317
 LG1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9355914734(NAD 83)
 LG1317
 LG1317                          SUPERSEDED SURVEY CONTROL
 LG1317
 LG1317.No superseded survey control is available for this station.
 LG1317
 LG1317_MARKER: DR = REFERENCE MARK DISK
 LG1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1317_STAMPING: LINCOLN NCMN NO 1 1985
 LG1317_MARK LOGO: NGS
 LG1317_PROJECTION: FLUSH
 LG1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1317+STABILITY: SURFACE MOTION
 LG1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1317+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1317
 LG1317  HISTORY     - Date     Condition        Report By
 LG1317  HISTORY     - 1985     MONUMENTED       NGS
 LG1317  HISTORY     - 19911022 GOOD             NGS
 LG1317  HISTORY     - 20170104 GOOD             NEGS
 LG1317
 LG1317                          STATION DESCRIPTION
 LG1317
 LG1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1317'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1317'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.3 KM (0.20
 LG1317'MI) WESTERLY ALONG THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE
 LG1317'FACILITY ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 LG1317'PAVED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 37.7
 LG1317'M (123.7 FT) SOUTH OF THE ROAD CENTER, 26.5 M (86.9 FT) EAST OF
 LG1317'REFERENCE MARK 2, 16.4 M (53.8 FT) SOUTHWEST OF THE NORTHWEST CORNER
 LG1317'OF THE SURVEY DEPARTMENT, 15.3 M (50.2 FT) SOUTHEAST OF TRIANGULATION
 LG1317'STATION LINCOLN NCMN, 10.2 M (33.5 FT) WEST OF THE WEST FACE OF THE
 LG1317'BUILDING, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT)
 LG1317'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LG1317'SURFACE.
 LG1317
 LG1317                          STATION RECOVERY (2017)
 LG1317
 LG1317'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LG1317'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1316 ***********************************************************************
 LG1316  DESIGNATION -  LINCOLN NCMN RM 2
 LG1316  PID         -  LG1316
 LG1316  STATE/COUNTY-  NE/LANCASTER
 LG1316  COUNTRY     -  US
 LG1316  USGS QUAD   -  LINCOLN (2017)
 LG1316
 LG1316                         *CURRENT SURVEY CONTROL
 LG1316  ______________________________________________________________________
 LG1316* NAD 83(1986) POSITION- 40 45 39.     (N) 096 42 27.     (W)   SCALED
 LG1316* NAVD 88 ORTHO HEIGHT -   361.601 (meters)     1186.35  (feet) ADJUSTED
 LG1316  ______________________________________________________________________
 LG1316  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 LG1316  DYNAMIC HEIGHT  -        361.444 (meters)     1185.84  (feet) COMP
 LG1316  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LG1316
 LG1316  VERT ORDER      -  FIRST     CLASS II
 LG1316
 LG1316.The horizontal coordinates were scaled from a map and have
 LG1316.an estimated accuracy of +/- 6 seconds.
 LG1316
 LG1316.The orthometric height was determined by differential leveling and
 LG1316.adjusted by the NATIONAL GEODETIC SURVEY
 LG1316.in May 1993.
 LG1316
 LG1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1316.GEOID18 height accuracy estimate available here.
 LG1316
 LG1316.Click photographs - Photos may exist for this station.
 LG1316
 LG1316.The dynamic height is computed by dividing the NAVD 88
 LG1316.geopotential number by the normal gravity value computed on the
 LG1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1316.degrees latitude (g = 980.6199 gals.).
 LG1316
 LG1316.The modeled gravity was interpolated from observed gravity values.
 LG1316
 LG1316;                    North         East    Units  Estimated Accuracy
 LG1316;SPC NE       -   108,270.      777,880.      MT  (+/- 180 meters Scaled)
 LG1316
 LG1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL935147(NAD 83)
 LG1316
 LG1316                          SUPERSEDED SURVEY CONTROL
 LG1316
 LG1316.No superseded survey control is available for this station.
 LG1316
 LG1316_MARKER: DR = REFERENCE MARK DISK
 LG1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1316_STAMPING: LINCOLN NCMN NO 2 1985
 LG1316_MARK LOGO: NGS
 LG1316_PROJECTION: FLUSH
 LG1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1316+STABILITY: SURFACE MOTION
 LG1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1316+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1316
 LG1316  HISTORY     - Date     Condition        Report By
 LG1316  HISTORY     - 1985     MONUMENTED       NGS
 LG1316  HISTORY     - 19911022 GOOD             NGS
 LG1316  HISTORY     - 20170104 GOOD             NEGS
 LG1316
 LG1316                          STATION DESCRIPTION
 LG1316
 LG1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1316'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1316'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.3 KM (0.20
 LG1316'MI) WESTERLY ALONG THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE
 LG1316'FACILITY ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 LG1316'PAVED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 37.3
 LG1316'M (122.4 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE SURVEY
 LG1316'DEPARTMENT, 33.5 M (109.9 FT) SOUTH OF THE ROAD CENTER, 26.5 M (86.9
 LG1316'FT) WEST OF REFERENCE MARK 1, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LG1316'ROAD, 0.6 M (2.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 LG1316'FLUSH WITH THE GROUND SURFACE.
 LG1316
 LG1316                          STATION RECOVERY (2017)
 LG1316
 LG1316'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LG1316'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1180 ***********************************************************************
 LG1180  DESIGNATION -  LINCOLN PIONEERS PARK TANK
 LG1180  PID         -  LG1180
 LG1180  STATE/COUNTY-  NE/LANCASTER
 LG1180  COUNTRY     -  US
 LG1180  USGS QUAD   -  EMERALD (2017)
 LG1180
 LG1180                         *CURRENT SURVEY CONTROL
 LG1180  ______________________________________________________________________
 LG1180* NAD 83(1995) POSITION- 40 46 39.25993(N) 096 45 56.61168(W)   ADJUSTED
 LG1180  ______________________________________________________________________
 LG1180  GEOID HEIGHT    -        -26.129 (meters)                     GEOID18
 LG1180  LAPLACE CORR    -          5.32  (seconds)                    DEFLEC18
 LG1180  HORZ ORDER      -  THIRD
 LG1180
 LG1180.The horizontal coordinates were established by classical geodetic methods
 LG1180.and adjusted by the National Geodetic Survey in August 1997.
 LG1180
 LG1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1180.GEOID18 height accuracy estimate available here.
 LG1180
 LG1180.Click photographs - Photos may exist for this station.
 LG1180
 LG1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1180
 LG1180. The following values were computed from the NAD 83(1995) position.
 LG1180
 LG1180;                    North         East     Units Scale Factor Converg.
 LG1180;SPC NE       -   109,941.774   772,894.026   MT  0.99973875   +2 08 36.0
 LG1180;SPC NE       -   360,700.64  2,535,736.48   sFT  0.99973875   +2 08 36.0
 LG1180;UTM  14      - 4,516,467.595   688,543.291   MT  1.00003756   +1 27 34.9
 LG1180
 LG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8854316467(NAD 83)
 LG1180
 LG1180                          SUPERSEDED SURVEY CONTROL
 LG1180
 LG1180  NAD 83(1986)-  40 46 39.26857(N)    096 45 56.61352(W) AD(       ) 3
 LG1180  NAD 27      -  40 46 39.26000(N)    096 45 55.54100(W) AD(       ) 3
 LG1180
 LG1180.Superseded values are not recommended for survey control.
 LG1180
 LG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1180.See file dsdata.pdf to determine how the superseded data were derived.
 LG1180
 LG1180_MARKER: 53 = ELEVATED TANK
 LG1180
 LG1180  HISTORY     - Date     Condition        Report By
 LG1180  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1180  HISTORY     - 1958     GOOD             CGS
 LG1180  HISTORY     - 1959     GOOD             CGS
 LG1180  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 LG1180
 LG1180                          STATION DESCRIPTION
 LG1180
 LG1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1180'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LINCOLN IN THE
 LG1180'NORTH AND CENTRAL PART OF THE PIONEER PARK.  IT IS A SILVER TANK
 LG1180'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 100 FEET
 LG1180'HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE
 LG1180'ROOF.
 LG1180
 LG1180                          STATION RECOVERY (1958)
 LG1180
 LG1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1180'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1180'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1180
 LG1180                          STATION RECOVERY (1959)
 LG1180
 LG1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1180'RECOVERED AS DESCRIBED.
 LG1180
 LG1180                          STATION RECOVERY (2001)
 LG1180
 LG1180'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1180'TANK HAS BEEN DEMOLISHED.  TANK NO LONGER EXISTS.  SITE LOCATED.  A
 LG1180'NEW TANK HAS BEEN ERECTED AT THE SITE.  IT IS A ROUND GREEN TANK ABOUT
 LG1180'50 FEET HIGH AND ABOUT 70 FEET IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1128 ***********************************************************************
 LG1128  DESIGNATION -  LINCOLN RADIO STA KOLN MAST
 LG1128  PID         -  LG1128
 LG1128  STATE/COUNTY-  NE/LANCASTER
 LG1128  COUNTRY     -  US
 LG1128  USGS QUAD   -  LINCOLN (2017)
 LG1128
 LG1128                         *CURRENT SURVEY CONTROL
 LG1128  ______________________________________________________________________
 LG1128* NAD 83(1995) POSITION- 40 49 17.41040(N) 096 39 43.89726(W)   ADJUSTED
 LG1128  ______________________________________________________________________
 LG1128  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 LG1128  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 LG1128  HORZ ORDER      -  THIRD
 LG1128
 LG1128.The horizontal coordinates were established by classical geodetic methods
 LG1128.and adjusted by the National Geodetic Survey in August 1997.
 LG1128
 LG1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1128.GEOID18 height accuracy estimate available here.
 LG1128
 LG1128.Click photographs - Photos may exist for this station.
 LG1128
 LG1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1128
 LG1128. The following values were computed from the NAD 83(1995) position.
 LG1128
 LG1128;                    North         East     Units Scale Factor Converg.
 LG1128;SPC NE       -   115,147.357   781,437.073   MT  0.99972939   +2 12 43.0
 LG1128;SPC NE       -   377,779.29  2,563,764.80   sFT  0.99972939   +2 12 43.0
 LG1128;UTM  14      - 4,521,572.558   697,150.611   MT  1.00007843   +1 31 43.4
 LG1128
 LG1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9715021572(NAD 83)
 LG1128
 LG1128                          SUPERSEDED SURVEY CONTROL
 LG1128
 LG1128  NAD 83(1986)-  40 49 17.41033(N)    096 39 43.88593(W) AD(       ) 3
 LG1128  NAD 27      -  40 49 17.42163(N)    096 39 42.85861(W) AD(       ) 3
 LG1128
 LG1128.Superseded values are not recommended for survey control.
 LG1128
 LG1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1128.See file dsdata.pdf to determine how the superseded data were derived.
 LG1128
 LG1128_MARKER: 42 = RADIO/TV MAST
 LG1128_MARK LOGO: CGS
 LG1128
 LG1128  HISTORY     - Date     Condition        Report By
 LG1128  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1128  HISTORY     - 19860512 GOOD             NGS
 LG1128
 LG1128                          STATION DESCRIPTION
 LG1128
 LG1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1114 ***********************************************************************
 LG1114  DESIGNATION -  LINCOLN SAFETY PATROL RAD MAST
 LG1114  PID         -  LG1114
 LG1114  STATE/COUNTY-  NE/LANCASTER
 LG1114  COUNTRY     -  US
 LG1114  USGS QUAD   -  LINCOLN (2017)
 LG1114
 LG1114                         *CURRENT SURVEY CONTROL
 LG1114  ______________________________________________________________________
 LG1114* NAD 83(1995) POSITION- 40 45 37.80295(N) 096 42 10.51008(W)   ADJUSTED
 LG1114  ______________________________________________________________________
 LG1114  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 LG1114  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 LG1114  HORZ ORDER      -  THIRD
 LG1114
 LG1114.The horizontal coordinates were established by classical geodetic methods
 LG1114.and adjusted by the National Geodetic Survey in August 1997.
 LG1114
 LG1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1114.GEOID18 height accuracy estimate available here.
 LG1114
 LG1114.Click photographs - Photos may exist for this station.
 LG1114
 LG1114.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1114
 LG1114. The following values were computed from the NAD 83(1995) position.
 LG1114
 LG1114;                    North         East     Units Scale Factor Converg.
 LG1114;SPC NE       -   108,248.038   778,263.037   MT  0.99974255   +2 11 05.9
 LG1114;SPC NE       -   355,143.77  2,553,351.31   sFT  0.99974255   +2 11 05.9
 LG1114;UTM  14      - 4,514,709.323   693,893.350   MT  1.00006275   +1 30 00.8
 LG1114
 LG1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9389314709(NAD 83)
 LG1114
 LG1114                          SUPERSEDED SURVEY CONTROL
 LG1114
 LG1114  NAD 83(1986)-  40 45 37.81139(N)    096 42 10.51064(W) AD(       ) 3
 LG1114  NAD 27      -  40 45 37.80800(N)    096 42 09.45200(W) AD(       ) 3
 LG1114
 LG1114.Superseded values are not recommended for survey control.
 LG1114
 LG1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1114.See file dsdata.pdf to determine how the superseded data were derived.
 LG1114
 LG1114_MARKER: 42 = RADIO/TV MAST
 LG1114
 LG1114  HISTORY     - Date     Condition        Report By
 LG1114  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1114
 LG1114                          STATION DESCRIPTION
 LG1114
 LG1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1114'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF LINCOLN, 0.6 MILES
 LG1114'SOUTH OF THE STATE PENITENTIARY, 0.05 MILE WEST OF U.S. HIGHWAY
 LG1114'77 AND 0.1 MILE NORTHWEST OF THE PLEASANT VIEW SCHOOL HOUSE.  IT
 LG1114'IS 3 LEGGED STEEL STRUCTURE ABOUT 400 FEET HIGH.  IT IS PAINTED
 LG1114'ALTERNATE RED AND WHITE.  THE POINT OBSERVED UPON WAS THE RED
 LG1114'LIGHT AT THE EXTREME TOP OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1120 ***********************************************************************
 LG1120  DESIGNATION -  LINCOLN ST CAPITOL BLDG DOME
 LG1120  PID         -  LG1120
 LG1120  STATE/COUNTY-  NE/LANCASTER
 LG1120  COUNTRY     -  US
 LG1120  USGS QUAD   -  LINCOLN (2017)
 LG1120
 LG1120                         *CURRENT SURVEY CONTROL
 LG1120  ______________________________________________________________________
 LG1120* NAD 83(1995) POSITION- 40 48 28.99848(N) 096 41 58.95424(W)   ADJUSTED
 LG1120  ______________________________________________________________________
 LG1120  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 LG1120  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC18
 LG1120  HORZ ORDER      -  THIRD
 LG1120
 LG1120.The horizontal coordinates were established by classical geodetic methods
 LG1120.and adjusted by the National Geodetic Survey in August 1997.
 LG1120
 LG1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1120.GEOID18 height accuracy estimate available here.
 LG1120
 LG1120.Click photographs - Photos may exist for this station.
 LG1120
 LG1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1120
 LG1120. The following values were computed from the NAD 83(1995) position.
 LG1120
 LG1120;                    North         East     Units Scale Factor Converg.
 LG1120;SPC NE       -   113,534.035   778,332.335   MT  0.99973220   +2 11 13.5
 LG1120;SPC NE       -   372,486.25  2,553,578.67   sFT  0.99973220   +2 11 13.5
 LG1120;UTM  14      - 4,519,995.838   694,025.792   MT  1.00006338   +1 30 13.6
 LG1120
 LG1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9402519995(NAD 83)
 LG1120
 LG1120                          SUPERSEDED SURVEY CONTROL
 LG1120
 LG1120  NAD 83(1986)-  40 48 29.00781(N)    096 41 58.95373(W) AD(       ) 3
 LG1120  NAD 27      -  40 48 29.00154(N)    096 41 57.88303(W) AD(       ) 3
 LG1120
 LG1120.Superseded values are not recommended for survey control.
 LG1120
 LG1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1120.See file dsdata.pdf to determine how the superseded data were derived.
 LG1120
 LG1120_MARKER: 87 = DOME
 LG1120_MARK LOGO: CGS
 LG1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1120+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2008
 LG1120
 LG1120  HISTORY     - Date     Condition        Report By
 LG1120  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1120  HISTORY     - 1947     GOOD             CGS
 LG1120  HISTORY     - 1949     GOOD             CGS
 LG1120  HISTORY     - 1958     GOOD             CGS
 LG1120  HISTORY     - 1959     GOOD             CGS
 LG1120  HISTORY     - 1966     GOOD             CGS
 LG1120  HISTORY     - 1970     GOOD             NGS
 LG1120  HISTORY     - 1976     GOOD             NGS
 LG1120  HISTORY     - 1979     GOOD             NGS
 LG1120  HISTORY     - 1982     GOOD             NGS
 LG1120  HISTORY     - 19860512 GOOD             NGS
 LG1120  HISTORY     - 20010805 GOOD             USPSQD
 LG1120  HISTORY     - 20030809 GOOD             USPSQD
 LG1120  HISTORY     - 20070419 GOOD             GEOCAC
 LG1120  HISTORY     - 20080622 GOOD             GEOCAC
 LG1120
 LG1120                          STATION DESCRIPTION
 LG1120
 LG1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1120'THE STATION IS LOCATED IN THE CENTER OF LINCOLN.  IT IS A COPPER
 LG1120'COLORED DOME ON THE TOP OF THE CAPITOL BUILDING, THE HIGHEST
 LG1120'BUILDING IN LINCOLN.  THE POINT OBSERVED UPON WAS THE BASE OF THE
 LG1120'STATUE ON THE TOP OF THE DOME.
 LG1120
 LG1120                          STATION RECOVERY (1947)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (1949)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 LG1120'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (1958)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1120'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1120'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1120
 LG1120                          STATION RECOVERY (1959)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1120'RECOVERED AS DESCRIBED.
 LG1120
 LG1120                          STATION RECOVERY (1966)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1120'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1120
 LG1120                          STATION RECOVERY (1970)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 LG1120'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- DOWNTOWN
 LG1120'LINCOLN, NEB
 LG1120
 LG1120                          STATION RECOVERY (1976)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LG1120'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LG1120'DESCRIBED.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINCOLN.
 LG1120
 LG1120                          STATION RECOVERY (1979)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 LG1120'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINCOLN.
 LG1120
 LG1120                          STATION RECOVERY (1982)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 LG1120'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINCOLN.
 LG1120
 LG1120                          STATION RECOVERY (1986)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (2001)
 LG1120
 LG1120'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (2003)
 LG1120
 LG1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (2007)
 LG1120
 LG1120'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (2008)
 LG1120
 LG1120'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 LG1120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1116 ***********************************************************************
 LG1116  DESIGNATION -  LINCOLN ST HWY DEPT RADIO MAST
 LG1116  PID         -  LG1116
 LG1116  STATE/COUNTY-  NE/LANCASTER
 LG1116  COUNTRY     -  US
 LG1116  USGS QUAD   -  LINCOLN (2017)
 LG1116
 LG1116                         *CURRENT SURVEY CONTROL
 LG1116  ______________________________________________________________________
 LG1116* NAD 83(1995) POSITION- 40 45 37.19614(N) 096 42 10.32758(W)   ADJUSTED
 LG1116  ______________________________________________________________________
 LG1116  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 LG1116  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 LG1116  HORZ ORDER      -  THIRD
 LG1116
 LG1116.The horizontal coordinates were established by classical geodetic methods
 LG1116.and adjusted by the National Geodetic Survey in August 1997.
 LG1116
 LG1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1116.GEOID18 height accuracy estimate available here.
 LG1116
 LG1116.Click photographs - Photos may exist for this station.
 LG1116
 LG1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1116
 LG1116. The following values were computed from the NAD 83(1995) position.
 LG1116
 LG1116;                    North         East     Units Scale Factor Converg.
 LG1116;SPC NE       -   108,229.501   778,268.027   MT  0.99974259   +2 11 06.0
 LG1116;SPC NE       -   355,082.95  2,553,367.69   sFT  0.99974259   +2 11 06.0
 LG1116;UTM  14      - 4,514,690.722   693,898.119   MT  1.00006278   +1 30 00.9
 LG1116
 LG1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9389814690(NAD 83)
 LG1116
 LG1116                          SUPERSEDED SURVEY CONTROL
 LG1116
 LG1116  NAD 83(1986)-  40 45 37.20505(N)    096 42 10.32819(W) AD(       ) 3
 LG1116  NAD 27      -  40 45 37.19747(N)    096 42 09.26067(W) AD(       ) 3
 LG1116
 LG1116.Superseded values are not recommended for survey control.
 LG1116
 LG1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1116.See file dsdata.pdf to determine how the superseded data were derived.
 LG1116
 LG1116_MARKER: 42 = RADIO/TV MAST
 LG1116
 LG1116  HISTORY     - Date     Condition        Report By
 LG1116  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1116  HISTORY     - 20010818 GOOD             USPSQD
 LG1116
 LG1116                          STATION DESCRIPTION
 LG1116
 LG1116'DESCRIBED BY US POWER SQUADRON 2001 (AMM)
 LG1116'STATION IS LOCATED 0.9 MILE SOUTH OF INTERSECTION OF S. 14TH STREET
 LG1116'AND STATE HWY 2 IN SW LINCOLN. ABOUT 400 FEET WEST OF CENTERLINE OF S.
 LG1116'14TH STREET ON THE GROUNDS OF THE LINCOLN STATION OF THE STATE OF
 LG1116'NEBR. DEPARTMENT OF ROADS. IT IS A RED AND WHITE THREE-LEGGED STEEL
 LG1116'STRUCTURE ABOUT 350 FEET HIGH, WITH A RED LIGHT AT THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1112 ***********************************************************************
 LG1112  DESIGNATION -  LINCOLN STATE HOSPITAL TANK
 LG1112  PID         -  LG1112
 LG1112  STATE/COUNTY-  NE/LANCASTER
 LG1112  COUNTRY     -  US
 LG1112  USGS QUAD   -  LINCOLN (2017)
 LG1112
 LG1112                         *CURRENT SURVEY CONTROL
 LG1112  ______________________________________________________________________
 LG1112* NAD 83(1995) POSITION- 40 46 26.96761(N) 096 43 51.88369(W)   ADJUSTED
 LG1112  ______________________________________________________________________
 LG1112  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 LG1112  LAPLACE CORR    -          4.77  (seconds)                    DEFLEC18
 LG1112  HORZ ORDER      -  THIRD
 LG1112
 LG1112.The horizontal coordinates were established by classical geodetic methods
 LG1112.and adjusted by the National Geodetic Survey in August 1997.
 LG1112
 LG1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1112.GEOID18 height accuracy estimate available here.
 LG1112
 LG1112.Click photographs - Photos may exist for this station.
 LG1112
 LG1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1112
 LG1112. The following values were computed from the NAD 83(1995) position.
 LG1112
 LG1112;                    North         East     Units Scale Factor Converg.
 LG1112;SPC NE       -   109,672.904   775,830.304   MT  0.99973951   +2 09 58.7
 LG1112;SPC NE       -   359,818.52  2,545,369.92   sFT  0.99973951   +2 09 58.7
 LG1112;UTM  14      - 4,516,163.606   691,477.047   MT  1.00005129   +1 28 56.0
 LG1112
 LG1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9147716163(NAD 83)
 LG1112
 LG1112                          SUPERSEDED SURVEY CONTROL
 LG1112
 LG1112  NAD 83(1986)-  40 46 26.97458(N)    096 43 51.88518(W) AD(       ) 3
 LG1112  NAD 27      -  40 46 26.96800(N)    096 43 50.82100(W) AD(       ) 3
 LG1112
 LG1112.Superseded values are not recommended for survey control.
 LG1112
 LG1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1112.See file dsdata.pdf to determine how the superseded data were derived.
 LG1112
 LG1112_MARKER: 53 = ELEVATED TANK
 LG1112_MARK LOGO: CGS
 LG1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1112+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 LG1112
 LG1112  HISTORY     - Date     Condition        Report By
 LG1112  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1112  HISTORY     - 1947     GOOD             CGS
 LG1112  HISTORY     - 1958     GOOD             CGS
 LG1112  HISTORY     - 1959     GOOD             CGS
 LG1112  HISTORY     - 1966     GOOD             CGS
 LG1112  HISTORY     - 1982     GOOD             NGS
 LG1112  HISTORY     - 19860512 GOOD             NGS
 LG1112  HISTORY     - 20020816 GOOD             USPSQD
 LG1112  HISTORY     - 20030821 GOOD             USPSQD
 LG1112  HISTORY     - 20050612 GOOD             GEOCAC
 LG1112
 LG1112                          STATION DESCRIPTION
 LG1112
 LG1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1112'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF LINCOLN.  IT IS
 LG1112'PAINTED SILVER AND SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 LG1112'ABOUT 140 FEET HIGH.  IT IS 200 FEET WEST OF A NORTH-SOUTH BLACK
 LG1112'TOPPED ROAD AND 80 FEET NORTH OF AN EAST-WEST GRAVELED ROAD.  THE
 LG1112'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1112'
 LG1112'TO REACH THE STATION FROM THE STATE PENITENTIARY, GO WEST ON THE
 LG1112'BLACK TOPPED ROAD FOR 1.75 MILE TO A CROSSROAD, TURN RIGHT AND GO
 LG1112'0.3 MILE TO THE STATION ON THE LEFT.
 LG1112
 LG1112                          STATION RECOVERY (1947)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1112'RECOVERED IN GOOD CONDITION.
 LG1112
 LG1112                          STATION RECOVERY (1958)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1112'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1112'WHICH IS ADEQUATE FOR RECOVERY.
 LG1112
 LG1112                          STATION RECOVERY (1959)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1112'RECOVERED AS DESCRIBED.
 LG1112
 LG1112                          STATION RECOVERY (1966)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1112'THE STATION WAS RECOVERED AS DESCRIBED IN NEBRASKA, QUAD BOOK
 LG1112'400964, STATION 1063.
 LG1112
 LG1112                          STATION RECOVERY (1982)
 LG1112
 LG1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 LG1112'RECOVERED AS DESCRIBED.
 LG1112'
 LG1112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINCOLN.
 LG1112
 LG1112                          STATION RECOVERY (1986)
 LG1112
 LG1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG1112'RECOVERED IN GOOD CONDITION.
 LG1112
 LG1112                          STATION RECOVERY (2002)
 LG1112
 LG1112'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1112'TANK FOUND GOOD. FROM THE STATE PENITENTIARY IN SOUTHWEST LINCOLN,  GO
 LG1112'WEST ON W. PIONEERS BLVD. TO FOLSOM ST. TURN RIGHT AND GO 0.3 MILE TO
 LG1112'THE STATION ON THE LEFT. TANK IS 200 FEET WEST OF FOLSOM ST., 80 FEET
 LG1112'NORTH OF W. BURNHAM ST. TANK IS NOW PAINTED WHITE.
 LG1112
 LG1112                          STATION RECOVERY (2003)
 LG1112
 LG1112'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1112'RECOVERED IN GOOD CONDITION.
 LG1112
 LG1112                          STATION RECOVERY (2005)
 LG1112
 LG1112'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1112'IN NORTHWEST QUADRANT OF FOLSOM ST AND W BURNHAM ST, IMMEDIATELY NORTH
 LG1112'OF LINCOLN SOUTHWEST FIRE/RESCUE STATION 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1106 ***********************************************************************
 LG1106  DESIGNATION -  LINCOLN US VETERANS HOSP DOME
 LG1106  PID         -  LG1106
 LG1106  STATE/COUNTY-  NE/LANCASTER
 LG1106  COUNTRY     -  US
 LG1106  USGS QUAD   -  WALTON (2017)
 LG1106
 LG1106                         *CURRENT SURVEY CONTROL
 LG1106  ______________________________________________________________________
 LG1106* NAD 83(1995) POSITION- 40 48 28.41786(N) 096 37 17.96162(W)   ADJUSTED
 LG1106  ______________________________________________________________________
 LG1106  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 LG1106  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 LG1106  HORZ ORDER      -  THIRD
 LG1106
 LG1106.The horizontal coordinates were established by classical geodetic methods
 LG1106.and adjusted by the National Geodetic Survey in August 1997.
 LG1106
 LG1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1106.GEOID18 height accuracy estimate available here.
 LG1106
 LG1106.Click photographs - Photos may exist for this station.
 LG1106
 LG1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1106
 LG1106. The following values were computed from the NAD 83(1995) position.
 LG1106
 LG1106;                    North         East     Units Scale Factor Converg.
 LG1106;SPC NE       -   113,770.387   784,912.420   MT  0.99973223   +2 14 19.7
 LG1106;SPC NE       -   373,261.68  2,575,166.83   sFT  0.99973223   +2 14 19.7
 LG1106;UTM  14      - 4,520,153.716   700,610.514   MT  1.00009537   +1 33 17.4
 LG1106
 LG1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0061020153(NAD 83)
 LG1106
 LG1106                          SUPERSEDED SURVEY CONTROL
 LG1106
 LG1106  NAD 83(1986)-  40 48 28.42721(N)    096 37 17.96192(W) AD(       ) 3
 LG1106  NAD 27      -  40 48 28.42600(N)    096 37 16.92000(W) AD(       ) 3
 LG1106
 LG1106.Superseded values are not recommended for survey control.
 LG1106
 LG1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1106.See file dsdata.pdf to determine how the superseded data were derived.
 LG1106
 LG1106_MARKER: 87 = DOME
 LG1106
 LG1106  HISTORY     - Date     Condition        Report By
 LG1106  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1106  HISTORY     - 20010805 GOOD             USPSQD
 LG1106  HISTORY     - 20030809 GOOD             USPSQD
 LG1106
 LG1106                          STATION DESCRIPTION
 LG1106
 LG1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1106'THE STATION IS LOCATED ABOUT 3 MILES EAST OF LINCOLN AND ABOUT
 LG1106'0.5 MILE SOUTH OF U.S. HIGHWAY 34, AND ABOUT 0.25 MILE EAST OF
 LG1106'70TH STREET.  IT IS A BRONZE COLORED DOME ON TOP OF A GREY SUPER
 LG1106'STRUCTURE WHICH IS IN THE CENTER OF A LONG RED BRICK BUILDING.
 LG1106'THE POINT OBSERVED UPON WAS THE WEATHER VAIN ON TOP OF THE DOME.
 LG1106
 LG1106                          STATION RECOVERY (2001)
 LG1106
 LG1106'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1106'THE RED BRICK BUILDING IS THE ADMINISTRATION BUILDING OF VETERAN'S
 LG1106'HOSPITAL AT 600 S. 70TH STREET, IN SOUTHWEST LINCOLN.
 LG1106
 LG1106                          STATION RECOVERY (2003)
 LG1106
 LG1106'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1106'STATION RECOVERED IN GOOD CONDITION. THE RED BRICK BUILDING IS THE
 LG1106'ADMINISTRATION BUILDING OF VETERAN'S HOSPITAL AT 600 S. 70TH STREET,
 LG1106'IN EAST LINCOLN, NOT SOUTHWEST LINCOLN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1107 ***********************************************************************
 LG1107  DESIGNATION -  LINCOLN US VETERANS HOSP TANK
 LG1107  PID         -  LG1107
 LG1107  STATE/COUNTY-  NE/LANCASTER
 LG1107  COUNTRY     -  US
 LG1107  USGS QUAD   -  WALTON (2017)
 LG1107
 LG1107                         *CURRENT SURVEY CONTROL
 LG1107  ______________________________________________________________________
 LG1107* NAD 83(1995) POSITION- 40 48 27.45852(N) 096 37 13.16539(W)   ADJUSTED
 LG1107  ______________________________________________________________________
 LG1107  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 LG1107  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 LG1107  HORZ ORDER      -  THIRD
 LG1107
 LG1107.The horizontal coordinates were established by classical geodetic methods
 LG1107.and adjusted by the National Geodetic Survey in August 1997.
 LG1107
 LG1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1107.GEOID18 height accuracy estimate available here.
 LG1107
 LG1107.Click photographs - Photos may exist for this station.
 LG1107
 LG1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1107
 LG1107. The following values were computed from the NAD 83(1995) position.
 LG1107
 LG1107;                    North         East     Units Scale Factor Converg.
 LG1107;SPC NE       -   113,745.216   785,025.878   MT  0.99973229   +2 14 22.9
 LG1107;SPC NE       -   373,179.10  2,575,539.07   sFT  0.99973229   +2 14 22.9
 LG1107;UTM  14      - 4,520,127.183   700,723.704   MT  1.00009593   +1 33 20.5
 LG1107
 LG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0072320127(NAD 83)
 LG1107
 LG1107                          SUPERSEDED SURVEY CONTROL
 LG1107
 LG1107  NAD 83(1986)-  40 48 27.46793(N)    096 37 13.16562(W) AD(       ) 3
 LG1107  NAD 27      -  40 48 27.46400(N)    096 37 12.12600(W) AD(       ) 3
 LG1107
 LG1107.Superseded values are not recommended for survey control.
 LG1107
 LG1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1107.See file dsdata.pdf to determine how the superseded data were derived.
 LG1107
 LG1107_MARKER: 53 = ELEVATED TANK
 LG1107
 LG1107  HISTORY     - Date     Condition        Report By
 LG1107  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1107  HISTORY     - 1958     GOOD             CGS
 LG1107  HISTORY     - 20010805 MARK NOT FOUND   USPSQD
 LG1107
 LG1107                          STATION DESCRIPTION
 LG1107
 LG1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1107'THE STATION IS LOCATED ABOUT 3 MILES EAST OF LINCOLN AND ABOUT
 LG1107'0.5 MILE SOUTH OF U.S. HIGHWAY 34.  IT IS ABOUT 200 YARDS EAST OF
 LG1107'THE U.S. VETERANS HOSPITAL.  IT IS A SILVER TANK SUPPORTED BY
 LG1107'A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH.  THE POINT
 LG1107'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1107
 LG1107                          STATION RECOVERY (1958)
 LG1107
 LG1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1107'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1107'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1107
 LG1107                          STATION RECOVERY (2001)
 LG1107
 LG1107'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1107'TANK HAS BEEN DEMOLISHED.  TANK NO LONGER EXISTS.  SITE HAS BEEN
 LG1107'RECONSTRUCTED INTO OTHER VETERANS HOSPITAL BUILDINGS AND PARKING LOTS.
 LG1107'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0699 ***********************************************************************
 MK0699  DESIGNATION -  LINCOLN WATER WORKS
 MK0699  PID         -  MK0699
 MK0699  STATE/COUNTY-  NE/SAUNDERS
 MK0699  COUNTRY     -  US
 MK0699  USGS QUAD   -  ASHLAND EAST (2017)
 MK0699
 MK0699                         *CURRENT SURVEY CONTROL
 MK0699  ______________________________________________________________________
 MK0699* NAD 83(1986) POSITION- 41 02 21.     (N) 096 21 18.     (W)   SCALED
 MK0699* NAVD 88 ORTHO HEIGHT -   334.833 (meters)     1098.53  (feet) ADJUSTED
 MK0699  ______________________________________________________________________
 MK0699  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 MK0699  DYNAMIC HEIGHT  -        334.696 (meters)     1098.08  (feet) COMP
 MK0699  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 MK0699
 MK0699  VERT ORDER      -  SECOND    CLASS 0
 MK0699
 MK0699.The horizontal coordinates were scaled from a map and have
 MK0699.an estimated accuracy of +/- 6 seconds.
 MK0699
 MK0699.The orthometric height was determined by differential leveling and
 MK0699.adjusted by the NATIONAL GEODETIC SURVEY
 MK0699.in June 1991.
 MK0699
 MK0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0699.GEOID18 height accuracy estimate available here.
 MK0699
 MK0699.Click photographs - Photos may exist for this station.
 MK0699
 MK0699.The dynamic height is computed by dividing the NAVD 88
 MK0699.geopotential number by the normal gravity value computed on the
 MK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0699.degrees latitude (g = 980.6199 gals.).
 MK0699
 MK0699.The modeled gravity was interpolated from observed gravity values.
 MK0699
 MK0699;                    North         East    Units  Estimated Accuracy
 MK0699;SPC NE       -   140,340.      806,310.      MT  (+/- 180 meters Scaled)
 MK0699
 MK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL223464(NAD 83)
 MK0699
 MK0699                          SUPERSEDED SURVEY CONTROL
 MK0699
 MK0699  NGVD 29 (??/??/92)  334.730  (m)         1098.19   (f) ADJ UNCH    2 0
 MK0699
 MK0699.Superseded values are not recommended for survey control.
 MK0699
 MK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0699.See file dsdata.pdf to determine how the superseded data were derived.
 MK0699
 MK0699_MARKER: DB = BENCH MARK DISK
 MK0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0699_STAMPING: LINCOLN WATER WORKS 1934
 MK0699_MARK LOGO: CGS
 MK0699_PROJECTION: FLUSH
 MK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0699+STABILITY: SURFACE MOTION
 MK0699
 MK0699  HISTORY     - Date     Condition        Report By
 MK0699  HISTORY     - 1934     MONUMENTED       CGS
 MK0699  HISTORY     - 1950     GOOD             CGS
 MK0699  HISTORY     - 20040803 GOOD             USPSQD
 MK0699  HISTORY     - 20100423 GOOD             INDIV
 MK0699
 MK0699                          STATION DESCRIPTION
 MK0699
 MK0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0699'AT ASHLAND.
 MK0699'AT ASHLAND, AT THE LINCOLN WATER WORKS BUILDING, 225 FEET
 MK0699'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 6, 11.6 FEET WEST
 MK0699'OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE BUILDING, 14 FEET
 MK0699'SOUTHEAST OF THE CENTER LINE OF A CONCRETE DRIVEWAY, 6.6 FEET
 MK0699'NORTH OF THE WEST CORNER OF THE NORTHWEST WING OF THE BUILDING,
 MK0699'9.8 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE STEPS, SET IN
 MK0699'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0699
 MK0699                          STATION RECOVERY (2004)
 MK0699
 MK0699'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0699'MARK FOUND GOOD.  THE LINCOLN WATER WORKS BUILDING AT 401 U.S. HIGHWAY
 MK0699'6 IS NOW SECURED BEHIND A LOCKED METAL FENCE.  CONTACT RICK ROBERTS AT
 MK0699'402-944-3306, TO GAIN ENTRANCE TO THE GROUNDS AND THE MARK.
 MK0699
 MK0699                          STATION RECOVERY (2010)
 MK0699
 MK0699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK0699'REAL TIME NETWORK GPS OBSERVATION.
 MK0699'41 02'21.963''N     96 21'19.144''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0754 ***********************************************************************
 NN0754  DESIGNATION -  LINE
 NN0754  PID         -  NN0754
 NN0754  STATE/COUNTY-  NE/LOUP
 NN0754  COUNTRY     -  US
 NN0754  USGS QUAD   -  STONEHOUSE RANCH SW (2017)
 NN0754
 NN0754                         *CURRENT SURVEY CONTROL
 NN0754  ______________________________________________________________________
 NN0754* NAD 83(1995) POSITION- 42 05 11.97027(N) 099 28 03.68985(W)   ADJUSTED
 NN0754* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 NN0754  ______________________________________________________________________
 NN0754  GEOID HEIGHT    -        -22.865 (meters)                     GEOID18
 NN0754  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 NN0754  HORZ ORDER      -  SECOND
 NN0754
 NN0754.The horizontal coordinates were established by classical geodetic methods
 NN0754.and adjusted by the National Geodetic Survey in August 1997.
 NN0754
 NN0754.The orthometric height was scaled from a topographic map.
 NN0754
 NN0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0754.GEOID18 height accuracy estimate available here.
 NN0754
 NN0754.Click photographs - Photos may exist for this station.
 NN0754
 NN0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0754
 NN0754. The following values were computed from the NAD 83(1995) position.
 NN0754
 NN0754;                    North         East     Units Scale Factor Converg.
 NN0754;SPC NE       -   250,316.175   544,029.212   MT  0.99970992   +0 21 09.9
 NN0754;SPC NE       -   821,245.65  1,784,869.17   sFT  0.99970992   +0 21 09.9
 NN0754;UTM  14      - 4,659,503.696   461,319.445   MT  0.99961841   -0 18 48.5
 NN0754
 NN0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0754!SPC NE       -   0.99988640  x   0.99970992  =   0.99959635
 NN0754!UTM  14      -   0.99988640  x   0.99961841  =   0.99950485
 NN0754
 NN0754:                Primary Azimuth Mark                     Grid Az
 NN0754:SPC NE       -  LINE AZ MK                               191 30 49.8
 NN0754:UTM  14      -  LINE AZ MK                               192 10 48.2
 NN0754
 NN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6131959503(NAD 83)
 NN0754
 NN0754|---------------------------------------------------------------------|
 NN0754| PID    Reference Object                     Distance      Geod. Az  |
 NN0754|                                                           dddmmss.s |
 NN0754| CO3961 LINE RM 2                             7.178 METERS 05833     |
 NN0754| CO3960 LINE RM 1                             5.222 METERS 16615     |
 NN0754| CO3959 LINE AZ MK                                         1915159.7 |
 NN0754|---------------------------------------------------------------------|
 NN0754
 NN0754                          SUPERSEDED SURVEY CONTROL
 NN0754
 NN0754  NAD 83(1986)-  42 05 11.97530(N)    099 28 03.70236(W) AD(       ) 2
 NN0754  NAD 27      -  42 05 11.96600(N)    099 28 02.29300(W) AD(       ) 2
 NN0754
 NN0754.Superseded values are not recommended for survey control.
 NN0754
 NN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0754.See file dsdata.pdf to determine how the superseded data were derived.
 NN0754
 NN0754_MARKER: DS = TRIANGULATION STATION DISK
 NN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0754_STAMPING: LINE 1949
 NN0754_MARK LOGO: CGS
 NN0754_PROJECTION: FLUSH
 NN0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0754+STABILITY: SURFACE MOTION
 NN0754
 NN0754  HISTORY     - Date     Condition        Report By
 NN0754  HISTORY     - 1949     MONUMENTED       CGS
 NN0754
 NN0754                          STATION DESCRIPTION
 NN0754
 NN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0754'THE STATION IS LOCATED ABOUT 4.5 MILES DUE SOUTH OF THE ROSE
 NN0754'POST OFFICE, JUST SOUTH OF THE LINE BETWEEN LOUP AND ROCK
 NN0754'COUNTIES IN THE NW 1/4 SEC. 1, T. 24 N., R. 19W.  IT IS ON
 NN0754'THE TOP OF THE HIGHEST SAND HILL IN THE VICINITY, ABOUT 0.4
 NN0754'OF A MILE WEST OF THE CENTER OF U.S. HIGHWAY NO. 183 AND 11.0
 NN0754'FEET SOUTH OF A SECTION-LINE FENCE.  IT IS SET FLUSH WITH THE
 NN0754'TOP OF THE GROUND AND IS STAMPED LINE 1949.
 NN0754'
 NN0754'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0754'0.6 OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT IS SET
 NN0754'FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED LINE NO 1 1949.
 NN0754'
 NN0754'REFERENCE MARK NO. 2 IS A U.S. GENERAL LAND OFFICE SURVEY MARK.
 NN0754'IT IS A BRASS CAP RIVETED TO THE TOP OF A 2 INCH IRON PIPE
 NN0754'PROJECTING ABOUT 4 INCHES ABOVE THE TOP OF THE GROUND.  IT IS
 NN0754'ON THE NORTHEAST SLOPE OF THE HILL ABOUT 1.5 FEET BELOW THE
 NN0754'ELEVATION OF THE STATION AND 1.5 FEET NORTH OF A SECTION-LINE
 NN0754'FENCE.  IT IS STAMPED T25N R19W S36 R18W S31 1914.
 NN0754'
 NN0754'THE AZIMUTH MARK IS 49.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NN0754'NO. 183 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES
 NN0754'AND IS STAMPED LINE 1949.
 NN0754'
 NN0754'TO REACH THE STATION FROM THE ROSE POST OFFICE, GO SOUTH, EAST
 NN0754'AND SOUTH ON U.S. HIGHWAY NO. 183 FOR 5.9 MILES TO FENCE CORNERS
 NN0754'ON THE RIGHT AND THE LEFT.  THIS IS THE COUNTY LINE AND THE
 NN0754'STATION IS VISIBLE ON THE SUMMIT OF A SAND HILL ABOUT 0.4
 NN0754'OF A MILE TO THE WEST ALONG FENCE.  TO DRIVE TO THE STATION
 NN0754'FROM THIS POINT, GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 0.65
 NN0754'OF A MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT ON TRACK
 NN0754'ROAD PASSING THROUGH A WIRE GATE AND TURN SHARP RIGHT ALONG
 NN0754'FENCE AND GO NORTHERLY ACROSS A PASTURE FOR ABOUT 0.7 OF A
 NN0754'MILE TO THE HIGHEST POINT ALONG THE NORTH PASTURE FENCE AND
 NN0754'THE STATION AS DESCRIBED.
 NN0754'
 NN0754'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ACROSS
 NN0754'PASTURE FOR ABOUT 0.7 OF A MILE TO A TRACK ROAD AND WIRE GATE
 NN0754'ON THE LEFT.  TURN LEFT THROUGH WIRE GATE ONTO U.S. HIGHWAY
 NN0754'NO. 183, TURN RIGHT ON U.S. HIGHWAY NO. 183 AND GO 0.2 OF A MILE
 NN0754'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NN0754'
 NN0754'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET.
 NN0754'
 NN0754'A 4 FOOT SIGNAL AT STATION ROSE IS VISIBLE AT 4 FEET.
 NN0754'
 NN0754'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0491 ***********************************************************************
 LJ0491  DESIGNATION -  LINE
 LJ0491  PID         -  LJ0491
 LJ0491  STATE/COUNTY-  NE/HITCHCOCK
 LJ0491  COUNTRY     -  US
 LJ0491  USGS QUAD   -  MAX SE (2017)
 LJ0491
 LJ0491                         *CURRENT SURVEY CONTROL
 LJ0491  ______________________________________________________________________
 LJ0491* NAD 83(1995) POSITION- 40 00 09.09144(N) 101 17 41.17185(W)   ADJUSTED
 LJ0491* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 LJ0491  ______________________________________________________________________
 LJ0491  GEOID HEIGHT    -        -23.604 (meters)                     GEOID18
 LJ0491  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 LJ0491  HORZ ORDER      -  SECOND
 LJ0491
 LJ0491.The horizontal coordinates were established by classical geodetic methods
 LJ0491.and adjusted by the National Geodetic Survey in August 1997.
 LJ0491
 LJ0491.The orthometric height was scaled from a topographic map.
 LJ0491
 LJ0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0491.GEOID18 height accuracy estimate available here.
 LJ0491
 LJ0491.Click photographs - Photos may exist for this station.
 LJ0491
 LJ0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0491
 LJ0491. The following values were computed from the NAD 83(1995) position.
 LJ0491
 LJ0491;                    North         East     Units Scale Factor Converg.
 LJ0491;SPC NE       -    19,614.480   389,442.931   MT  0.99999886   -0 51 28.9
 LJ0491;SPC NE       -    64,351.84  1,277,697.35   sFT  0.99999886   -0 51 28.9
 LJ0491;UTM  14      - 4,430,559.835   304,117.142   MT  1.00007238   -1 28 32.1
 LJ0491
 LJ0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0491!SPC NE       -   0.99986028  x   0.99999886  =   0.99985914
 LJ0491!UTM  14      -   0.99986028  x   1.00007238  =   0.99993265
 LJ0491
 LJ0491:                Primary Azimuth Mark                     Grid Az
 LJ0491:SPC NE       -  TT 70 LW                                 217 10 21.3
 LJ0491:UTM  14      -  TT 70 LW                                 217 47 24.5
 LJ0491
 LJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0411730559(NAD 83)
 LJ0491
 LJ0491|---------------------------------------------------------------------|
 LJ0491| PID    Reference Object                     Distance      Geod. Az  |
 LJ0491|                                                           dddmmss.s |
 LJ0491| KH0619 ST JOHNS CATHOLIC CHURCH CROSS      APPROX.12.4 KM 1415346.3 |
 LJ0491| CP7624 LINE RM 1                             9.918 METERS 17204     |
 LJ0491| KH0630 TT 70 LW                            APPROX. 0.6 KM 2161852.4 |
 LJ0491| CP7625 LINE RM 2                            12.453 METERS 26723     |
 LJ0491|---------------------------------------------------------------------|
 LJ0491
 LJ0491                          SUPERSEDED SURVEY CONTROL
 LJ0491
 LJ0491  NAD 83(1986)-  40 00 09.09173(N)    101 17 41.17447(W) AD(       ) 2
 LJ0491  NAD 27      -  40 00 09.09700(N)    101 17 39.59400(W) AD(       ) 2
 LJ0491
 LJ0491.Superseded values are not recommended for survey control.
 LJ0491
 LJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0491.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0491
 LJ0491_MARKER: DS = TRIANGULATION STATION DISK
 LJ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0491_STAMPING: LINE 1951
 LJ0491_MARK LOGO: CGS
 LJ0491_PROJECTION: FLUSH
 LJ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0491+STABILITY: SURFACE MOTION
 LJ0491
 LJ0491  HISTORY     - Date     Condition        Report By
 LJ0491  HISTORY     - 1951     MONUMENTED       CGS
 LJ0491
 LJ0491                          STATION DESCRIPTION
 LJ0491
 LJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0491'THE STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF MC DONALD,
 LJ0491'KANSAS AND ABOUT 11 MILES SOUTH-SOUTHWEST OF STRATTON, NEBRASKA ON THE
 LJ0491'KANSAS-NEBRASKA STATE LINE.  IT IS 60 FEET NORTHWEST OF THE CENTER OF
 LJ0491'A DIRT ROAD, 85 FEET WEST OF THE CENTER OF A CURVE IN THE ROAD, 13
 LJ0491'FEET WEST OF THE NORTH POST OF A GATE AND 4 FEET NORTHWEST OF A
 LJ0491'WITNESS POST.  IT IS STAMPED LINE 1951 AND IS SET FLUSH.
 LJ0491'
 LJ0491'REFERENCE MARK NO. 1 IS 31 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD
 LJ0491'AND 21 FEET SOUTHWEST OF THE SOUTH POST OF A GATE.  IT IS STAMPED LINE
 LJ0491'NO 1 1951 AND IS SET FLUSH.
 LJ0491'
 LJ0491'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0491'LINE NO 2 1951 AND IS SET FLUSH.
 LJ0491'
 LJ0491'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 54.55 FEET.
 LJ0491'
 LJ0491'BENCH MARK TT 70 LW (USGS) WAS USED AS THE AZIMUTH MARK.  IT IS 34
 LJ0491'FEET NORTHWEST OF THE CENTER OF A DIRT ROAD, 2 FEET NORTH OF A FENCE
 LJ0491'LINE AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD USGS
 LJ0491'BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST,
 LJ0491'PROJECTING SIX INCHES.  IT IS STAMPED TT 70 LW 1948 3210.
 LJ0491'
 LJ0491'TO REACH THE STATION FROM MC DONALD, GO NORTH ON GRAVELED ROAD FOR 7.3
 LJ0491'MILES TO A CROSSROAD, TURN RIGHT, EAST, AND GO 1 MILE TO A CROSSROAD,
 LJ0491'TURN LEFT, NORTH, AND GO 1 MILE TO WHERE THE ROAD TURNS EAST, FOLLOW
 LJ0491'ROAD EASTERLY FOR 1 MILE TO A CROSSROAD.  TURN LEFT, NORTH AND GO 1
 LJ0491'MILE, TURN RIGHT, EAST, AND GO 0.5 MILE TO A T ROAD LEFT.  TURN LEFT,
 LJ0491'NORTH, AND GO 3.0 MILES TO A T INTERSECTION, TURN RIGHT, EAST, AND GO
 LJ0491'1.5 MILE, TURN LEFT, NORTH, AND GO 2.8 MILE TO THE AZIMUTH MARK ON THE
 LJ0491'LEFT.  CONTINUE 0.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1061 ***********************************************************************
 LG1061  DESIGNATION -  LINE
 LG1061  PID         -  LG1061
 LG1061  STATE/COUNTY-  NE/GAGE
 LG1061  COUNTRY     -  US
 LG1061  USGS QUAD   -  WYMORE (2017)
 LG1061
 LG1061                         *CURRENT SURVEY CONTROL
 LG1061  ______________________________________________________________________
 LG1061* NAD 83(1995) POSITION- 40 00 17.31422(N) 096 39 08.48345(W)   ADJUSTED
 LG1061* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 LG1061  ______________________________________________________________________
 LG1061  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 LG1061  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 LG1061  HORZ ORDER      -  SECOND
 LG1061
 LG1061.The horizontal coordinates were established by classical geodetic methods
 LG1061.and adjusted by the National Geodetic Survey in August 1997.
 LG1061
 LG1061.The orthometric height was scaled from a topographic map.
 LG1061
 LG1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1061.GEOID18 height accuracy estimate available here.
 LG1061
 LG1061.Click photographs - Photos may exist for this station.
 LG1061
 LG1061.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1061
 LG1061. The following values were computed from the NAD 83(1995) position.
 LG1061
 LG1061;                    North         East     Units Scale Factor Converg.
 LG1061;SPC NE       -    24,573.516   785,776.093   MT  0.99999783   +2 13 06.5
 LG1061;SPC NE       -    80,621.61  2,578,000.40   sFT  0.99999783   +2 13 06.5
 LG1061;UTM  14      - 4,430,931.000   700,389.928   MT  1.00009437   +1 30 34.9
 LG1061
 LG1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1061!SPC NE       -   0.99993999  x   0.99999783  =   0.99993782
 LG1061!UTM  14      -   0.99993999  x   1.00009437  =   1.00003435
 LG1061
 LG1061:                Primary Azimuth Mark                     Grid Az
 LG1061:SPC NE       -  LINE AZ MK RESET                         356 20 47.1
 LG1061:UTM  14      -  LINE AZ MK RESET                         357 03 18.7
 LG1061
 LG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0038930930(NAD 83)
 LG1061
 LG1061|---------------------------------------------------------------------|
 LG1061| PID    Reference Object                     Distance      Geod. Az  |
 LG1061|                                                           dddmmss.s |
 LG1061| CL7319 LINE AZ MK                                         0011753.0 |
 LG1061| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 4.6 KM 0152624.1 |
 LG1061| CL7321 LINE RM 1                                          09600     |
 LG1061| KF1132 OKETO MUNICIPAL TANK                APPROX. 6.8 KM 1335000.8 |
 LG1061| CL7322 LINE RM 2                            20.873 METERS 17653     |
 LG1061| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 0.6 KM 2294008.3 |
 LG1061| CL7320 LINE AZ MK RESET                                   3583353.6 |
 LG1061|---------------------------------------------------------------------|
 LG1061
 LG1061                          SUPERSEDED SURVEY CONTROL
 LG1061
 LG1061  NAD 83(1986)-  40 00 17.32024(N)    096 39 08.47933(W) AD(       ) 2
 LG1061  NAD 27      -  40 00 17.30800(N)    096 39 07.40200(W) AD(       ) 2
 LG1061
 LG1061.Superseded values are not recommended for survey control.
 LG1061
 LG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1061.See file dsdata.pdf to determine how the superseded data were derived.
 LG1061
 LG1061_MARKER: DS = TRIANGULATION STATION DISK
 LG1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1061_STAMPING: LINE 1947
 LG1061_MARK LOGO: CGS
 LG1061_PROJECTION: FLUSH
 LG1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1061+STABILITY: SURFACE MOTION
 LG1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1061+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2015
 LG1061
 LG1061  HISTORY     - Date     Condition        Report By
 LG1061  HISTORY     - 1947     MONUMENTED       CGS
 LG1061  HISTORY     - 1958     GOOD             CGS
 LG1061  HISTORY     - 1963     GOOD             CGS
 LG1061  HISTORY     - 20150824 GOOD             KSDT
 LG1061
 LG1061                          STATION DESCRIPTION
 LG1061
 LG1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1061'THE STATION IS LOCATED ABOUT 8.25 MILES SOUTH AND 0.5 MILE EAST
 LG1061'OF WYMORE AND 0.3 MILE NORTH OF KANSAS-NEBRASKA STATE LINE
 LG1061'ALONG U.S. HIGHWAY 77.  IT IS 68 FEET EAST OF THE CENTER OF
 LG1061'HIGHWAY 77, 42 FEET WEST OF NORTH-SOUTH ROAD AND 4 FEET EAST OF
 LG1061'WHITE WITNESS POST.  IT IS STAMPED LINE 1947 AND SET FLUSH WITH
 LG1061'THE GROUND SURFACE.
 LG1061'
 LG1061'REFERENCE MARK NO 1 IS EAST OF THE STATION, 28 FEET EAST OF THE
 LG1061'CENTER OF THE NORTH-SOUTH ROAD, SET IN THE HEDGE LINE ON WEST
 LG1061'EDGE OF CULTIVATED FIELD.  IT IS STAMPED LINE NO 1 1947 AND
 LG1061'PROJECTS 4 INCHES.
 LG1061'
 LG1061'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 90 FEET EAST OF THE
 LG1061'CENTER OF HIGHWAY 77 AND 35 FEET WEST OF THE CENTER OF THE
 LG1061'NORTH-SOUTH ROAD ON THE TOP OF A SMALL BANK ABOUT 4 FEET HIGHER
 LG1061'THAN STATION MARK.  IT IS STAMPED LINE NO 2 1947 AND PROJECTS 5
 LG1061'INCHES.
 LG1061'
 LG1061'THE AZIMUTH MARK IS ABOUT 0.6 MILES NORTH OF THE STATION, 40 FEET
 LG1061'EAST OF THE CENTER OF U.S. HIGHWAY 77, 3 FEET SOUTH OF TELEPHONE
 LG1061'POLE, 1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH
 LG1061'OF WHITE WITNESS POST.  IT IS STAMPED LINE 1947 AND PROJECTS 2
 LG1061'INCHES.
 LG1061'
 LG1061'TO REACH THE STATION FROM THE POST OFFICE IN WYMORE, GO NORTH
 LG1061'0.15 MILE THEN RIGHT AND FOLLOW U.S. HIGHWAY 77 EAST AND SOUTH FOR
 LG1061'5.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 LG1061'SOUTH ON U.S. HIGHWAY 77 FOR 0.6 MILES TO A Y FORMED BY U.S.
 LG1061'HIGHWAY 77 AND NORTH-SOUTH ROAD AND STATION ON THE LEFT AS
 LG1061'DESCRIBED.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION ODELL IS V.G.
 LG1061'
 LG1061'A 4 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 4 FOOT SIGNAL AT STATION ELK IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION OKETO IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 4 FOOT SIGNAL AT STATION WRIGHT IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION HULL IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1061
 LG1061                          STATION RECOVERY (1958)
 LG1061
 LG1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1061'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1061'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE
 LG1061'STATION WILL BE 65 FEET EAST-SOUTHEAST OF THE NEW CENTERLINE OF
 LG1061'U.S. HIGHWAY 77.  ROAD CONSTRUCTION ALONG THE HIGHWAY WILL
 LG1061'DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  FOLLOWING IS A
 LG1061'DESCRIPTION OF THE RESET AZIMUTH MARK AND THE ANGLES MEASURED.
 LG1061'
 LG1061'AZIMUTH MARK (RESET) IS 0.25 MILE NORTH OF THE STATION, 130
 LG1061'FEET NORTH OF THE CENTER OF DRIVEWAY TO FARM, 65 FEET WEST OF THE
 LG1061'CENTER OF U.S. HIGHWAY 77, AND 2 FEET SOUTH OF A TELEPHONE POLE.
 LG1061'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LINE 1947
 LG1061'RESET 1958.  NOTE 16B.
 LG1061
 LG1061                          STATION RECOVERY (1963)
 LG1061
 LG1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG1061'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1061'FOUND IN GOOD CONDITION.  THE STATION MARK IS 1 FOOT SOUTH OF A
 LG1061'NEW STEEL WITNESS POST WITH A SIGN.
 LG1061
 LG1061                          STATION RECOVERY (2015)
 LG1061
 LG1061'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2015 (BLS)
 LG1061'LOCATED IN THE SE 1/4 OF SECTION 32 T 1 N, R 7 E, ALONG THE EAST LINE
 LG1061'OF THE SECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0490 ***********************************************************************
 LJ0490  DESIGNATION -  LINGO
 LJ0490  PID         -  LJ0490
 LJ0490  STATE/COUNTY-  NE/HITCHCOCK
 LJ0490  COUNTRY     -  US
 LJ0490  USGS QUAD   -  MAX NE (2017)
 LJ0490
 LJ0490                         *CURRENT SURVEY CONTROL
 LJ0490  ______________________________________________________________________
 LJ0490* NAD 83(1995) POSITION- 40 09 12.13365(N) 101 18 39.99959(W)   ADJUSTED
 LJ0490* NAVD 88 ORTHO HEIGHT -   944.    (meters)     3097.    (feet) SCALED
 LJ0490  ______________________________________________________________________
 LJ0490  GEOID HEIGHT    -        -23.353 (meters)                     GEOID18
 LJ0490  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 LJ0490  HORZ ORDER      -  FIRST
 LJ0490
 LJ0490.The horizontal coordinates were established by classical geodetic methods
 LJ0490.and adjusted by the National Geodetic Survey in August 1997.
 LJ0490
 LJ0490.The orthometric height was scaled from a topographic map.
 LJ0490
 LJ0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0490.GEOID18 height accuracy estimate available here.
 LJ0490
 LJ0490.Click photographs - Photos may exist for this station.
 LJ0490
 LJ0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0490
 LJ0490. The following values were computed from the NAD 83(1995) position.
 LJ0490
 LJ0490;                    North         East     Units Scale Factor Converg.
 LJ0490;SPC NE       -    36,382.264   388,301.696   MT  0.99993420   -0 52 07.9
 LJ0490;SPC NE       -   119,364.14  1,273,953.15   sFT  0.99993420   -0 52 07.9
 LJ0490;UTM  14      - 4,447,340.805   303,157.230   MT  1.00007701   -1 29 26.8
 LJ0490
 LJ0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0490!SPC NE       -   0.99985554  x   0.99993420  =   0.99978975
 LJ0490!UTM  14      -   0.99985554  x   1.00007701  =   0.99993254
 LJ0490
 LJ0490:                Primary Azimuth Mark                     Grid Az
 LJ0490:SPC NE       -  LINGO AZ MK                              198 28 28.4
 LJ0490:UTM  14      -  LINGO AZ MK                              199 05 47.3
 LJ0490
 LJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0315747340(NAD 83)
 LJ0490
 LJ0490|---------------------------------------------------------------------|
 LJ0490| PID    Reference Object                     Distance      Geod. Az  |
 LJ0490|                                                           dddmmss.s |
 LJ0490| CP7629 LINGO RM 1                           26.075 METERS 04400     |
 LJ0490| LJ0488 STRATTON STANDPIPE                  APPROX. 7.2 KM 0895524.6 |
 LJ0490| CP7630 LINGO RM 2                           28.930 METERS 12336     |
 LJ0490| CP7628 LINGO AZ MK                                        1973620.5 |
 LJ0490|---------------------------------------------------------------------|
 LJ0490
 LJ0490                          SUPERSEDED SURVEY CONTROL
 LJ0490
 LJ0490  NAD 83(1986)-  40 09 12.13314(N)    101 18 40.00315(W) AD(       ) 1
 LJ0490  NAD 27      -  40 09 12.15400(N)    101 18 38.41100(W) AD(       ) 1
 LJ0490
 LJ0490.Superseded values are not recommended for survey control.
 LJ0490
 LJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0490.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0490
 LJ0490_MARKER: DS = TRIANGULATION STATION DISK
 LJ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0490
 LJ0490  HISTORY     - Date     Condition        Report By
 LJ0490  HISTORY     - 1935     MONUMENTED       CGS
 LJ0490  HISTORY     - 1973     GOOD             USGS
 LJ0490
 LJ0490                          STATION DESCRIPTION
 LJ0490
 LJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0490'THE STATION IS LOCATED ABOUT 5 MILES WEST OF STRATTON AND
 LJ0490'1-1/2 MILES NORTH OF STATE HIGHWAY 3, ON A HIGH, NORTH SPUR
 LJ0490'OF AN IRREGULAR EAST-WEST RIDGE OR SERIES OF HILLS ON THE
 LJ0490'DIVIDE BETWEEN MUDDY CREEK AND THE REPUBLICAN RIVER, IN
 LJ0490'SOUTHEAST QUARTER OF SEC. 7, T. 2 N., R. 35 W., ON LAND OWNED
 LJ0490'BY BUZ LINGO, WHO LIVES ABOUT A MILE SOUTH-SOUTHEAST OF THE
 LJ0490'STATION.  THE STATION MARK PROJECTS 8
 LJ0490'INCHES AND IS 136.4 FEET WEST OF A NORTH-SOUTH FENCE.
 LJ0490'
 LJ0490'REFERENCE MARK NO. 1 PROJECTS 9 INCHES AND IS
 LJ0490'NORTHEAST OF THE STATION.  IT IS 76.5 FEET WEST OF THE ABOVE
 LJ0490'FENCE.
 LJ0490'
 LJ0490'REFERENCE MARK NO. 2 PROJECTS 9 INCHES AND IS
 LJ0490'EAST-SOUTHEAST OF THE STATION.  IT IS 57.5 FEET WEST OF THE
 LJ0490'ABOVE FENCE.
 LJ0490'
 LJ0490'THE AZIMUTH MARK PROJECTS 9 INCHES AND IS SOUTH OF
 LJ0490'THE STATION.  IT IS AT A POINT 1 FOOT NORTH OF A T-FENCE
 LJ0490'CORNER (STEM SOUTH), 9 FEET EAST OF AN EAST GATEPOST, AND 12
 LJ0490'FEET EAST OF THE CENTERLINE OF A TRACK ROAD.
 LJ0490'
 LJ0490'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0490'
 LJ0490'TO REACH THE STATION FROM THE DEPOT IN MAX GO 5.2 MILES EAST
 LJ0490'ON STATE HIGHWAY 3 TO A GRADED CROSS ROAD.  (THERE IS A MAIL
 LJ0490'BOX WITH BUZ LINGO ON IT IN THE NORTHWEST ANGLE OF THIS
 LJ0490'INTERSECTION).  HERE TURN LEFT AND GO NORTH ON GRADED ROAD
 LJ0490'0.4 MILE TO BUZ LINGOS HOUSE, PASS NORTH BETWEEN HOUSE AND
 LJ0490'BARN, THEN EAST ON NORTH SIDE OF HOUSE, AND THEN NORTH UP GRADE
 LJ0490'AND ALONG TOP OF RIDGE IN A GENERAL NORTHERLY DIRECTION 1.0
 LJ0490'MILE TO A WIRE GATE, PASSING TO THE WEST OF O.O. WHITES SOD
 LJ0490'HOUSE AT 0.8 MILE, PASS THROUGH GATE AND CONTINUE NORTH 100
 LJ0490'YARDS TO ANOTHER GATE.  (AZIMUTH MARK IS AT THIS GATE.)
 LJ0490'PASS THROUGH GATE AND CONTINUE NORTHERLY AND NORTHEASTERLY
 LJ0490'0.4 MILE TAKING MAIN RIGHT FORK AT 0.2 MILE, TO A LONE
 LJ0490'SOUTHWEST FENCE CORNER.  HERE LEAVE ROAD AND GO NORTH ALONG
 LJ0490'THE WEST SIDE OF NORTH-SOUTH FENCE 0.1 MILE TO TOP OF HILL AND
 LJ0490'STATION.
 LJ0490
 LJ0490                          STATION RECOVERY (1973)
 LJ0490
 LJ0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0490'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE FOUND IN GOOD
 LJ0490'CONDITION AS DESCRIBED.  DISTANCE TO R.M. 1 MISSED -0.002 METERS,
 LJ0490'R.M. 2 MISSED + 0.011 METERS.  BETWEEN R.M. 1 AND R.M. 2
 LJ0490'MISSED + 0.008 METERS.
 LJ0490'
 LJ0490'DIRECTION TO R.M. 1 MISSED + 54.34 SECONDS IN AZIMUTH, R.M. 2
 LJ0490'MISSED + 19.14 SECONDS IN AZIMUTH.  AZ. MK. MISSED + 0.57
 LJ0490'SECONDS IN AZIMUTH.
 LJ0490'
 LJ0490'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0630 ***********************************************************************
 MN0630  DESIGNATION -  LINN
 MN0630  PID         -  MN0630
 MN0630  STATE/COUNTY-  NE/BANNER
 MN0630  COUNTRY     -  US
 MN0630  USGS QUAD   -  HEAD OF ROCKY HOLLOW (2017)
 MN0630
 MN0630                         *CURRENT SURVEY CONTROL
 MN0630  ______________________________________________________________________
 MN0630* NAD 83(1995) POSITION- 41 24 38.89879(N) 103 57 54.59914(W)   ADJUSTED
 MN0630* NAVD 88 ORTHO HEIGHT -  1580.    (meters)     5184.    (feet) SCALED
 MN0630  ______________________________________________________________________
 MN0630  GEOID HEIGHT    -        -18.350 (meters)                     GEOID18
 MN0630  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 MN0630  HORZ ORDER      -  SECOND
 MN0630
 MN0630.The horizontal coordinates were established by classical geodetic methods
 MN0630.and adjusted by the National Geodetic Survey in August 1997.
 MN0630
 MN0630.The orthometric height was scaled from a topographic map.
 MN0630
 MN0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0630.GEOID18 height accuracy estimate available here.
 MN0630
 MN0630.Click photographs - Photos may exist for this station.
 MN0630
 MN0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0630
 MN0630. The following values were computed from the NAD 83(1995) position.
 MN0630
 MN0630;                    North         East     Units Scale Factor Converg.
 MN0630;SPC NE       -   182,737.630   168,698.828   MT  0.99965997   -2 37 39.7
 MN0630;SPC NE       -   599,531.71    553,472.74   sFT  0.99965997   -2 37 39.7
 MN0630;SPC WY E     -   101,838.109   300,452.851   MT  1.00006164   +0 47 41.3
 MN0630;SPC WY E     -   334,113.86    985,735.73   sFT  1.00006164   +0 47 41.3
 MN0630;UTM  13      - 4,584,878.628   586,489.077   MT  0.99969206   +0 41 04.3
 MN0630
 MN0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0630!SPC NE       -   0.99975514  x   0.99965997  =   0.99941519
 MN0630!SPC WY E     -   0.99975514  x   1.00006164  =   0.99981676
 MN0630!UTM  13      -   0.99975514  x   0.99969206  =   0.99944727
 MN0630
 MN0630:                Primary Azimuth Mark                     Grid Az
 MN0630:SPC NE       -  LINN AZ MK                               001 22 10.3
 MN0630:SPC WY E     -  LINN AZ MK                               357 56 49.3
 MN0630:UTM  13      -  LINN AZ MK                               358 03 26.3
 MN0630
 MN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8648984878(NAD 83)
 MN0630
 MN0630|---------------------------------------------------------------------|
 MN0630| PID    Reference Object                     Distance      Geod. Az  |
 MN0630|                                                           dddmmss.s |
 MN0630| CP7632 LINN RM 1                             7.861 METERS 03829     |
 MN0630| CP7633 LINN RM 2                            19.720 METERS 13101     |
 MN0630| CP7631 LINN AZ MK                                         3584430.6 |
 MN0630|---------------------------------------------------------------------|
 MN0630
 MN0630                          SUPERSEDED SURVEY CONTROL
 MN0630
 MN0630  NAD 83(1993)-  41 24 38.89864(N)    103 57 54.59918(W) AD(       ) 2
 MN0630  NAD 83(1986)-  41 24 38.88745(N)    103 57 54.59962(W) AD(       ) 2
 MN0630  NAD 27      -  41 24 38.96600(N)    103 57 52.77800(W) AD(       ) 2
 MN0630
 MN0630.Superseded values are not recommended for survey control.
 MN0630
 MN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0630.See file dsdata.pdf to determine how the superseded data were derived.
 MN0630
 MN0630_MARKER: DS = TRIANGULATION STATION DISK
 MN0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0630_STAMPING: LINN 1963
 MN0630_MARK LOGO: CGS
 MN0630_PROJECTION: FLUSH
 MN0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0630+STABILITY: SURFACE MOTION
 MN0630
 MN0630  HISTORY     - Date     Condition        Report By
 MN0630  HISTORY     - 1963     MONUMENTED       CGS
 MN0630
 MN0630                          STATION DESCRIPTION
 MN0630
 MN0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0630'THE STATION IS 7 MILES EAST AND 3/4 MILE SOUTH OF ALBIN, WYOMING,
 MN0630'ON AN EAST-WEST RIDGE IN THE SOUTHWEST QUARTER OF SECTION
 MN0630'25, T 17 N, R 58 W AND ON PROPERTY OWNED BY MR. F. BERT LINN.
 MN0630'
 MN0630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0630'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON STATE HIGHWAY 71
 MN0630'FOR 13.0 MILES TO A CROSSROAD AND A ROAD SIGN ALBIN 20 ON THE
 MN0630'RIGHT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 12.0 MILES
 MN0630'TO A CROSSROAD AND AN ELECTRIC SUB-POWER STATION IN THE
 MN0630'SOUTHEAST ANGLE OF THE CROSSROADS.  CONTINUE WEST ON THE
 MN0630'GRAVEL ROAD FOR 3.95 MILES TO A SECTION LINE TRACK CROSSROAD.
 MN0630'TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.8 MILE TO TOP OF
 MN0630'THE RIDGE AND THE STATION ON THE LEFT.
 MN0630'
 MN0630'STATION MARKS ARE STANDARD DISKS STAMPED LINN 1963.  THE
 MN0630'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0630'SURFACE OF THE GROUND.  IT IS 36 FEET EAST OF THE CENTER OF THE
 MN0630'TRACK ROAD, 17 FEET SOUTHEAST OF A LONE FENCE POST AND 6
 MN0630'FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 MN0630'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 MN0630'SURFACE OF THE GROUND.
 MN0630'
 MN0630'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINN NO 1 1963,
 MN0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0630'IS 21.5 FEET NORTH OF THE METAL WITNESS POST AND ABOUT 1 FOOT
 MN0630'LOWER IN ELEVATION THAN THE STATION.
 MN0630'
 MN0630'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LINN NO 2 1963,
 MN0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0630'IT IS 62 FEET SOUTHEAST OF THE METAL WITNESS POST AND ABOUT
 MN0630'3 FEET LOWER IN ELEVATION THAN THE STATION.
 MN0630'
 MN0630'AZIMUTH MARK, A STANDARD DISK STAMPED LINN 1963, IS SET
 MN0630'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 MN0630'8 FEET WEST OF THE CENTER OF A TRACK ROAD AND 2.5 FEET SOUTH
 MN0630'OF A METAL WITNESS POST.
 MN0630'
 MN0630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0630'TRACK ROAD TO A GRAVEL CROSSROAD.  CONTINUE NORTH ON THE
 MN0630'TRACK ROAD FOR 0.2 MILE TO THE TOP OF A SMALL HILL AND THE
 MN0630'AZIMUTH MARK ON THE LEFT.
 MN0630'
 MN0630'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0797 ***********************************************************************
 NN0797  DESIGNATION -  LINSE
 NN0797  PID         -  NN0797
 NN0797  STATE/COUNTY-  NE/KEYA PAHA
 NN0797  COUNTRY     -  US
 NN0797  USGS QUAD   -  HUDDLE TABLE (2017)
 NN0797
 NN0797                         *CURRENT SURVEY CONTROL
 NN0797  ______________________________________________________________________
 NN0797* NAD 83(1995) POSITION- 42 51 20.24974(N) 099 56 22.57627(W)   ADJUSTED
 NN0797* NAVD 88 ORTHO HEIGHT -   780.    (meters)     2559.    (feet) SCALED
 NN0797  ______________________________________________________________________
 NN0797  GEOID HEIGHT    -        -23.238 (meters)                     GEOID18
 NN0797  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 NN0797  HORZ ORDER      -  THIRD
 NN0797
 NN0797.The horizontal coordinates were established by classical geodetic methods
 NN0797.and adjusted by the National Geodetic Survey in August 1997.
 NN0797
 NN0797.The orthometric height was scaled from a topographic map.
 NN0797
 NN0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0797.GEOID18 height accuracy estimate available here.
 NN0797
 NN0797.Click photographs - Photos may exist for this station.
 NN0797
 NN0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0797
 NN0797. The following values were computed from the NAD 83(1995) position.
 NN0797
 NN0797;                    North         East     Units Scale Factor Converg.
 NN0797;SPC NE       -   335,584.660   504,935.909   MT  0.99993698   +0 02 24.1
 NN0797;SPC NE       - 1,100,997.34  1,656,610.56   sFT  0.99993698   +0 02 24.1
 NN0797;UTM  14      - 4,745,210.530   423,235.053   MT  0.99967250   -0 38 20.8
 NN0797
 NN0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0797!SPC NE       -   0.99988129  x   0.99993698  =   0.99981827
 NN0797!UTM  14      -   0.99988129  x   0.99967250  =   0.99955383
 NN0797
 NN0797:                Primary Azimuth Mark                     Grid Az
 NN0797:SPC NE       -  LINSE AZ MK                              037 04 19.5
 NN0797:UTM  14      -  LINSE AZ MK                              037 45 04.4
 NN0797
 NN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2323545210(NAD 83)
 NN0797
 NN0797|---------------------------------------------------------------------|
 NN0797| PID    Reference Object                     Distance      Geod. Az  |
 NN0797|                                                           dddmmss.s |
 NN0797| CO3962 LINSE AZ MK                                        0370643.6 |
 NN0797| CO3964 LINSE RM 2                           10.144 METERS 23002     |
 NN0797| CO3963 LINSE RM 1                            8.903 METERS 34512     |
 NN0797|---------------------------------------------------------------------|
 NN0797
 NN0797                          SUPERSEDED SURVEY CONTROL
 NN0797
 NN0797  NAD 83(1986)-  42 51 20.25529(N)    099 56 22.58833(W) AD(       ) 3
 NN0797  NAD 27      -  42 51 20.24000(N)    099 56 21.18200(W) AD(       ) 3
 NN0797
 NN0797.Superseded values are not recommended for survey control.
 NN0797
 NN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0797.See file dsdata.pdf to determine how the superseded data were derived.
 NN0797
 NN0797_MARKER: DS = TRIANGULATION STATION DISK
 NN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0797_STAMPING: LINSE 1949
 NN0797_MARK LOGO: CGS
 NN0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0797+STABILITY: SURFACE MOTION
 NN0797
 NN0797  HISTORY     - Date     Condition        Report By
 NN0797  HISTORY     - 1949     MONUMENTED       CGS
 NN0797  HISTORY     - 1968     GOOD             CGS
 NN0797
 NN0797                          STATION DESCRIPTION
 NN0797
 NN0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0797'THE STATION IS LOCATED ABOUT 9.75 MILES WEST AND 2.25 MILES
 NN0797'NORTH OF SPRINGVIEW, AND 7.0 MILES EAST AND 0.75 OF A MILE
 NN0797'SOUTH OF NORDEN ON THE TOP OF A PROMINENT SAND KNOLL.  IT
 NN0797'IS LOCATED ABOUT 20.0 FEET WEST OF THE EDGE OF A LARGE SAND
 NN0797'BLOWOUT AND 5.0 FEET EAST OF A WITNESS POST.  IT PROJECTS
 NN0797'3 INCHES AND IS STAMPED LINSE 1949.
 NN0797'
 NN0797'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS STAMPED LINSE
 NN0797'NO 1 1949.
 NN0797'
 NN0797'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NN0797'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0797'4 INCHES AND IS STAMPED LINSE NO 2 1949.
 NN0797'
 NN0797'THE AZIMUTH MARK IS IN A BARN LOT FENCE, 64.0 FEET SOUTH
 NN0797'OF THE CENTER OF A WINDMILL, 13.0 FEET WEST OF THE CENTER OF
 NN0797'A WIRE GATE, AND 3.0 FEET EAST OF A WITNESS POST.  IT PROJECTS
 NN0797'3 INCHES AND IS STAMPED LINSE 1949.
 NN0797'
 NN0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 183
 NN0797'AND STATE ROUTE NO. 72 JUST NORTH OF THE POST OFFICE IN
 NN0797'SPRINGVIEW, GO WEST ON STATE ROUTE NO. 72 FOR 3.0 MILES TO
 NN0797'THE JUNCTION WITH STATE ROUTE NO. 7, CONTINUE STRAIGHT AHEAD
 NN0797'WEST AND NORTH ON STATE ROUTE NO. 7 FOR 8.6 MILES TO WHERE
 NN0797'STATE ROUTE NO. 7 TURNS NORTH AND A SIDE ROAD ON THE LEFT,
 NN0797'HERE TURN SHARP LEFT AND GO SOUTH FOR 0.2 OF A MILE ON A DIRT
 NN0797'ROAD, TURN RIGHT AND GO WEST FOR 0.65 OF A MILE TO A RANCH
 NN0797'HOME, HERE TURN LEFT AND GO SOUTH THROUGH THE RANCH YARD TO
 NN0797'A WIRE GATE JUST SOUTH OF A WINDMILL AND THE AZIMUTH MARK ON
 NN0797'THE RIGHT AS DESCRIBED, PASS THROUGH WIRE GATE AND GO SOUTH
 NN0797'ABOUT 0.05 OF A MILE TO ANOTHER WIRE GATE, PASS THROUGH
 NN0797'WIRE GATE AND FOLLOW A TRACK ROAD SOUTHWEST FOR 0.3 OF A
 NN0797'MILE, HERE LEAVE TRACK ROAD AND BEAR TO THE RIGHT ACROSS
 NN0797'PASTURE FOR 0.1 OF A MILE TO THE HIGHEST POINT AND THE
 NN0797'STATION AS DESCRIBED.
 NN0797'
 NN0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0797
 NN0797                          STATION RECOVERY (1968)
 NN0797
 NN0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NN0797'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NN0797'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NN0797'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 NN0797'
 NN0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0797'AND STATE HIGHWAY 12 IN SPRINGVIEW, GO WEST ON STATE HIGHWAY
 NN0797'12 FOR 4.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 NN0797'AND WEST ON A GRAVELED ROAD FOR 7.6 MILES TO A POINT WHERE
 NN0797'THE MAIN ROAD TURNS NORTH.  CONTINUE WEST ON A TRACK ROAD FOR
 NN0797'0.05 MILE TO A DIRT ROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD
 NN0797'FOR 0.15 MILE TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT
 NN0797'AND GO WEST ON THE PRIVATE DRIVE FOR 0.65 MILE TO A RANCH
 NN0797'HOME.  HERE TURN LEFT AND GO SOUTH THROUGH RANCH YARD TO A
 NN0797'WIRE GATE SOUTH OF OLD WINDMILL SITE AND THE AZIMUTH MARK
 NN0797'ON THE RIGHT.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.05
 NN0797'MILE.  TURN RIGHT AND GO SOUTHWEST OF A TRACK ROAD FOR 0.3
 NN0797'MILE, THE LEAVE THE TRACK ROAD AND BEAR THE THE RIGHT
 NN0797'ACROSS PASTURE FOR 0.1 MILE TO THE HIGHEST POINT OF HILL
 NN0797'AND THE STATION.
 NN0797'
 NN0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 NN0797'MILES ESE OF NORDEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2110 ***********************************************************************
 MK2110  DESIGNATION -  LINWOOD
 MK2110  PID         -  MK2110
 MK2110  STATE/COUNTY-  NE/BUTLER
 MK2110  COUNTRY     -  US
 MK2110  USGS QUAD   -  ROGERS (2017)
 MK2110
 MK2110                         *CURRENT SURVEY CONTROL
 MK2110  ______________________________________________________________________
 MK2110* NAD 83(1995) POSITION- 41 23 33.69740(N) 096 54 37.71568(W)   ADJUSTED
 MK2110* NAVD 88 ORTHO HEIGHT -   501.    (meters)     1644.    (feet) SCALED
 MK2110  ______________________________________________________________________
 MK2110  GEOID HEIGHT    -        -26.086 (meters)                     GEOID18
 MK2110  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 MK2110  HORZ ORDER      -  FIRST
 MK2110
 MK2110.The horizontal coordinates were established by classical geodetic methods
 MK2110.and adjusted by the National Geodetic Survey in August 1997.
 MK2110
 MK2110.The orthometric height was scaled from a topographic map.
 MK2110
 MK2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2110.GEOID18 height accuracy estimate available here.
 MK2110
 MK2110.Click photographs - Photos may exist for this station.
 MK2110
 MK2110.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2110
 MK2110. The following values were computed from the NAD 83(1995) position.
 MK2110
 MK2110;                    North         East     Units Scale Factor Converg.
 MK2110;SPC NE       -   177,743.004   758,246.056   MT  0.99966054   +2 02 50.7
 MK2110;SPC NE       -   583,145.17  2,487,678.94   sFT  0.99966054   +2 02 50.7
 MK2110;UTM  14      - 4,584,458.012   674,689.925   MT  0.99997557   +1 22 55.1
 MK2110
 MK2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2110!SPC NE       -   0.99992549  x   0.99966054  =   0.99958605
 MK2110!UTM  14      -   0.99992549  x   0.99997557  =   0.99990106
 MK2110
 MK2110:                Primary Azimuth Mark                     Grid Az
 MK2110:SPC NE       -  LINWOOD AZ MK                            302 52 03.6
 MK2110:UTM  14      -  LINWOOD AZ MK                            303 31 59.2
 MK2110
 MK2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7468984458(NAD 83)
 MK2110
 MK2110|---------------------------------------------------------------------|
 MK2110| PID    Reference Object                     Distance      Geod. Az  |
 MK2110|                                                           dddmmss.s |
 MK2110| CL7324 LINWOOD RM 1                                       06938     |
 MK2110| CL7327 LINWOOD RM 4                        233.910 METERS 12954     |
 MK2110| MK1861 DAVID CITY STACK                    APPROX.23.2 KM 2284553.7 |
 MK2110| MK1863 DAVID CITY TANK                     APPROX.23.3 KM 2284847.8 |
 MK2110| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX.28.9 KM 2680223.0 |
 MK2110| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX.28.7 KM 2693423.8 |
 MK2110| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.37.9 KM 2755506.1 |
 MK2110| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.14.1 KM 2961754.2 |
 MK2110| MK1859 SCHUYLER STANDPIPE                  APPROX.13.9 KM 2971926.5 |
 MK2110| MK1860 SCHUYLER SMOKESTACK                 APPROX.13.9 KM 2972139.8 |
 MK2110| MK1858 SCHUYLER CITY LT AND PWR STK        APPROX.13.9 KM 2972441.7 |
 MK2110| MK0895 LINWOOD AZ MK                                      3045454.3 |
 MK2110| CL7326 LINWOOD RM 3                        192.985 METERS 33208     |
 MK2110| CL7325 LINWOOD RM 2                                       33548     |
 MK2110|---------------------------------------------------------------------|
 MK2110
 MK2110                          SUPERSEDED SURVEY CONTROL
 MK2110
 MK2110  NAD 83(1986)-  41 23 33.70566(N)    096 54 37.71702(W) AD(       ) 1
 MK2110  NAD 27      -  41 23 33.67685(N)    096 54 36.60461(W) AD(       ) 1
 MK2110
 MK2110.Superseded values are not recommended for survey control.
 MK2110
 MK2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2110.See file dsdata.pdf to determine how the superseded data were derived.
 MK2110
 MK2110_MARKER: DS = TRIANGULATION STATION DISK
 MK2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2110_STAMPING: LINWOOD 1930
 MK2110_MARK LOGO: CGS
 MK2110_PROJECTION: RECESSED 30 CENTIMETERS
 MK2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2110+STABILITY: SURFACE MOTION
 MK2110
 MK2110  HISTORY     - Date     Condition        Report By
 MK2110  HISTORY     - 1930     MONUMENTED       CGS
 MK2110  HISTORY     - 1935     GOOD             NEGS
 MK2110  HISTORY     - 1935     GOOD             CGS
 MK2110  HISTORY     - 1941     GOOD             CGS
 MK2110  HISTORY     - 1959     GOOD             CGS
 MK2110  HISTORY     - 1961     GOOD             CGS
 MK2110  HISTORY     - 1967     GOOD             USGS
 MK2110  HISTORY     - 1970     GOOD             NGS
 MK2110
 MK2110                          STATION DESCRIPTION
 MK2110
 MK2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2110'THIS STATION IS ABOUT 1-3/4 MILES SE OF LINWOOD IN NE 1/4
 MK2110'SEC. 1, T 16 N, R 4 E, ON LAND OWNED BY ANTON TRAVNICEK WHO
 MK2110'LIVES ABOUT 1/2 MILE W OF STATION.  IT IS ON THE HIGHEST
 MK2110'POINT IN THE CULTIVATED FIELD, 26.71 METERS S OF THE CENTER
 MK2110'LINE OF THE WINDING ROAD, WHICH RUNS E AND W.
 MK2110'
 MK2110'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2110'DISKS SET IN CONCRETE.
 MK2110'
 MK2110'REFERENCE MARK NO. 2 IS 19.35 METERS FROM THE CENTER LINE OF
 MK2110'THE WINDING ROAD (E) AND ON THE N FENCE LINE.  REFERENCE MARK
 MK2110'NO. 1 IS 6.00 METERS E FROM THE CENTER LINE OF THE WINDING
 MK2110'ROAD AND 0.7 METER S OF N FENCE LINE.
 MK2110'
 MK2110'TO REACH FROM LINWOOD GO S FROM YELLOW BANK BUILDING ABOUT
 MK2110'1/3 MILE AND THEN TURN E 1/3 MILE.  TURN S ABOUT 3/4 MILE
 MK2110'AND THEN E ABOUT 0.2 MILE.  THEN TURN S AND FOLLOW MAIN ROAD
 MK2110'ABOUT 0.8 MILE TO TOP OF HILL AND THE STATION IS S OF THIS
 MK2110'ROAD.
 MK2110'
 MK2110'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 MK2110
 MK2110                          STATION RECOVERY (1935)
 MK2110
 MK2110'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2110'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE UPPER MARK
 MK2110'IS ABOUT 10 INCHES BELOW SURFACE OF THE GROUND.
 MK2110'
 MK2110'THE STATION WAS FOUND TO BE CORRECTLY DESCRIBED EXCEPT THAT IT IS
 MK2110'ABOUT 150 FEET NW OF THE HIGHEST POINT IN THE CULTIVATED FIELD.
 MK2110'ALSO, IT IS ABOUT 20 FEET E OF A POINT IN LINE WITH A N
 MK2110'AND S FENCE ABOUT 1/4 MILE N OF THE STATION.
 MK2110'
 MK2110'REFERENCE MARK NO. 1 IS AT FENCE LINE AT THE POINT WHERE
 MK2110'A STRAIGHT ROAD FROM THE E CURVES SW AROUND THE HEAD OF A GULLY,
 MK2110'ABOUT 0.3 MILE NE OF THE STATION, AND 19 FEET N OF THE CENTER
 MK2110'LINE OF THE ROAD.  REFERENCE MARK NO. 2 IS ABOUT 0.1 MILE NNW
 MK2110'OF THE STATION, 80 FEET NE OF A CURVE IN THE ROAD WHERE A
 MK2110'STRAIGHT ROAD FROM THE W TURNS SE AROUND THE HEAD OF A GULLY,
 MK2110'ABOUT 30 FEET NE OF FENCE CORNER, AND ABOUT 100 FEET W OF THE
 MK2110'NEAREST TREES IN THE GULLY.  REFERENCE MARK NO. 1 AND
 MK2110'REFERENCE MARK NO. 2 ARE ON AN E AND W LINE.
 MK2110'
 MK2110'SCHUYLER PURITAN FLOUR MILLS, TANK IS VISIBLE FROM THE GROUND
 MK2110'AT THE STATION.
 MK2110
 MK2110                          STATION RECOVERY (1935)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK2110'STATION IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND,
 MK2110'INSCRIBED LINWOOD 1930.  RECOVERED IN EXCELLENT CONDITION.
 MK2110'
 MK2110'REFERENCE MARK NO. 1 (1930) IS APPROXIMATELY 0.3 MILE ESE
 MK2110'OF STATION, 6.0 METERS N OF CENTER LINE OF WINDING ROAD, ON
 MK2110'E-W FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 MK2110'OF THE GROUND.  RECOVERED IN EXCELLENT CONDITION.  REFERENCE
 MK2110'MARK NO. 2 (1930) IS APPROXIMATELY 650 FEET NNW OF STATION
 MK2110'19.3 METERS N OF CENTER LINE OF WINDING ROAD, IN CULTIVATED
 MK2110'FIELD.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 MK2110'GROUND.  RECOVERED IN EXCELLENT CONDITION.  REFERENCE MARK
 MK2110'NO. 3 (1935) IS 631.2 FEET NNW OF STATION, 13 METERS N OF
 MK2110'CENTER LINE OF WINDING ROAD, ON E-W FENCE LINE.  MARK
 MK2110'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 MK2110'
 MK2110'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NW OF STATION, 31
 MK2110'METERS E AND 9.3 METERS N OF RAILROAD CROSSING, 9.3 METERS
 MK2110'N OF CENTER LINE OF E-W GRAVELED ROAD, ON E-W FENCE LINE,
 MK2110'PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 MK2110'MARK WHICH IS A STANDARD BRONZE DISK IN CONCRETE AS DESCRIBED
 MK2110'IS INSCRIBED LINDWOOD AZI. 1935.
 MK2110'
 MK2110'REACHED FROM LINWOOD (YELLOW BANK BUILDING) BY GOING S FOR
 MK2110'0.35 MILE, TURN RIGHT (W) ON GRAVELED ROAD FOR 0.4 MILE
 MK2110'TO MARK ON RIGHT.
 MK2110
 MK2110                          STATION RECOVERY (1941)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HLW)
 MK2110'REFERENCE MARK 2 HAS BEEN REMOVED.  REFERENCE MARKS 1 AND 3
 MK2110'HAVE NOT BEEN DISTURBED AND ROAD OPERATIONS IN THIS LOCATION
 MK2110'WILL NOT DISTURB THE MARKS.
 MK2110'
 MK2110'THE MONUMENTS ARE LOCATED BETWEEN SEC. 1, T. 16 N., R. 4 E.
 MK2110'AND SEC. 36, T. 17 N., R. 4 E.
 MK2110
 MK2110                          STATION RECOVERY (1959)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK2110'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MK2110'CONDITION AS WAS REFERENCE MARK NO. 3 (1935) AND THE AZIMUTH
 MK2110'MARK.  REFERENCE MARKS NO. 1 AND NO. 2 HAD BEEN DESTROYED.
 MK2110'REFERENCE MARK NO. 4 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 MK2110'FOLLOWS.
 MK2110'
 MK2110'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE SMALL TOWN
 MK2110'OF LINWOOD IN THE NE 1/4 OF SEC. 1, T 16 N, R 4 E ON LAND
 MK2110'OWNED BY ED TRAVNICEK WHO LIVES ABOUT 1/2 MILE WEST OF THE
 MK2110'STATION.  THE MARK IS ON HIGH GROUND ABOUT 600 FEET SOUTH OF AN
 MK2110'EAST-WEST GRADED ROAD AND ABOUT 600 FEET WEST OF A NORTH-SOUTH
 MK2110'GRADED ROAD AND ABOUT 20 FEET EAST OF A POINT IN LINE WITH A
 MK2110'NORTH-SOUTH FENCE ABOUT 1/4 MILE NORTH OF STATION.  THERE
 MK2110'IS A TEMPORARY STEEL POST FENCE RUNNING NORTH AND SOUTH OVER
 MK2110'THE TOP OF HILL AND THE MARK IS 25 FEET WEST OF THE FENCE
 MK2110'AND 35 FEET SOUTHWEST OF THE ONLY WOOD POST IN THIS FENCE.
 MK2110'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 MK2110'THE DISK IS STAMPED LINWOOD 1930.
 MK2110'
 MK2110'REFERENCE MARK NO. 3 IS 631.2 FEET NORTH-NORTHWEST OF THE
 MK2110'STATION, 35 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 MK2110'ROAD AND 1 FOOT SOUTH OF A FENCE ON A HIGH BANK AT A DEEP
 MK2110'CUT IN THE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MK2110'IS STAMPED LINWOOD NO 3 1935.
 MK2110'
 MK2110'REFERENCE MARK NO. 4 IS 788.80 FEET SOUTHEAST OF THE STATION
 MK2110'AT THE NORTH EDGE OF A FIELD ENTRANCE, 33 FEET WEST OF THE
 MK2110'CENTER OF A NORTH-SOUTH GRADED ROAD.  THE MARK IS FLUSH WITH
 MK2110'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LINWOOD NO
 MK2110'4 1930.
 MK2110'
 MK2110'AZIMUTH MARK IS 2.0 MILES NORTHWEST OF THE STATION, 100 FEET
 MK2110'EAST OF A RAILROAD CROSSING, 32 FEET NORTH OF THE CENTER OF AN
 MK2110'EAST-WEST GRADED ROAD, 2 FEET WEST OF A WHITE WITNESS POST,
 MK2110'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND
 MK2110'THE DISK IS STAMPED LINWOOD AZI 1935.
 MK2110'
 MK2110'TO REACH THE STATION FROM THE POST OFFICE IN LINWOOD WHICH
 MK2110'IS THE YELLOW BANK BUILDING, GO SOUTH PAST THE SCHOOL FOR 0.35
 MK2110'MILE.  TURN LEFT AND GO EAST FOR 0.3 MILE.  THEN, TURN RIGHT
 MK2110'RO SOUTH AND FOLLOW GRADED ROAD SOUTH FOR 0.7 MILE TO A T-ROAD
 MK2110'LEFT.  TURN LEFT AND GO EAST FOR 0.2 MILE.  THEN, TURN RIGHT
 MK2110'AND FOLLOW THE MAIN ROAD SOUTH AND EAST UPGRADE FOR 0.7 MILE TO
 MK2110'A DEEP CUT AND REFERENCE MARK NO. 3 ON THE LEFT.  CONTINUE EAST
 MK2110'ON GRADED ROAD FOR 0.15 MILE TO A T-ROAD SOUTH.  TURN RIGHT
 MK2110'AND GO SOUTH FOR 0.15 MILE TO TOP OF GRADE, A FIELD ENTRANCE
 MK2110'ON THE RIGHT AND REFERENCE MARK NO. 4, AND THE STATION
 MK2110'788.80 FEET NORTHWEST ACROSS THE FIELD AS DESCRIBED.
 MK2110'
 MK2110'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINWOOD
 MK2110'(YELLOW BANK BUILDING), GO SOUTH PAST SCHOOL FOR 0.35 MILE.
 MK2110'TURN RIGHT AND GO WEST FOR 0.45 MILE TO A RAILROAD CROSSING
 MK2110'AND THE AZIMUTH MARK AS DESCRIBED.
 MK2110'
 MK2110'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 MK2110
 MK2110                          STATION RECOVERY (1961)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2110'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 3 AND REFERENCE
 MK2110'MARK 4 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK2110'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MK2110'
 MK2110'THE STATION IS 2 MILES SOUTHEAST OF LINWOOD, ON LAND OWNED
 MK2110'BY MR. ED TRAVNICEK WHO RESIDES 1/2 MILE WEST OF THE STATION.
 MK2110'THE STATION IS ON THE HIGHEST PART OF A NORTH-SOUTH CULTIVATED
 MK2110'RIDGE, ABOUT 700 FEET WEST OF A NORTH-SOUTH DIRT ROAD AND
 MK2110'ABOUT 600 FEET SOUTH OF AN EAST-WEST DIRT ROAD.  THE MARK IS
 MK2110'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MK2110'STAMPED, LINWOOD 1930.
 MK2110'
 MK2110'REFERENCE MARK 3, A STANDARD DISK STAMPED LINWOOD NO 3 1935,
 MK2110'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 MK2110'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39.0 FEET
 MK2110'NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD, 3.0 FEET
 MK2110'NORTH OF A DEEP CUT-BANK AND 1.0 FOOT SOUTH OF OF THE NORTH
 MK2110'RIGHT-OF-WAY FENCE.
 MK2110'
 MK2110'REFERENCE MARK 4, A STANDARD DISK STAMPED LINWOOD NO 4 1930,
 MK2110'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 MK2110'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.0 FEET WEST
 MK2110'OF THE CENTER OF THE NORTH-SOUTH ROAD, 6.0 FEET NORTH OF THE
 MK2110'CENTER OF AN ENTRANCE DRIVE LEADING INTO THE FIELD AND 4.9
 MK2110'FEET SOUTH OF THE NORTH GATE POST.
 MK2110'
 MK2110'THE AZIMUTH MARK, A STANDARD DISK STAMPED LINWOOD 1935, IS
 MK2110'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT PROJECTING
 MK2110'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 77.0 FEET EAST OF THE
 MK2110'EAST RAIL OF RAILROAD TRACKS, 29.0 FEET NORTH OF THE CENTER
 MK2110'OF A DIRT ROAD, 8.0 FEET SOUTH OF A POWERLINE POLE AND 2.0
 MK2110'FEET WEST OF A WHITE 4 X 4 INCH WOODEN WITNESS POST.
 MK2110'
 MK2110'TO REACH THE STATION FROM THE POST OFFICE IN LINWOOD, DRIVE
 MK2110'SOUTH ON THE DIRT ROAD FOR 0.35 MILE TO A T-ROAD INTERSECTION.
 MK2110'TURN LEFT AND DRIVE EAST FOR 0.35 MILE TO A CROSS ROAD.  TURN
 MK2110'RIGHT AND CONTINUE SOUTH FOR 0.7 MILE TO A SIDE ROAD ON THE
 MK2110'LEFT.  TURN LEFT AND DRIVE EAST FOR 0.25 MILE TO A Y-FORK.
 MK2110'KEEP THE RIGHT FORK FOR 0.35 MILE TO THE HOME OF MR. ED
 MK2110'TRAVNICEK ON THE RIGHT.  CONTINUE EAST FOR 0.55 MILE TO A SIDE
 MK2110'ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.2 MILE TO A
 MK2110'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 MK2110'DRIVE NORTHWEST ACROSS THE FIELD FOR 0.15 MILE TO THE
 MK2110'HIGHEST POINT AND THE STATION.
 MK2110'
 MK2110'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINWOOD,
 MK2110'DRIVE SOUTH ON THE DIRT ROAD FOR 0.35 MILE TO THE T-ROAD
 MK2110'INTERSECTION.  TURN RIGHT AND CONTINUE WEST FOR 0.45 MILE TO
 MK2110'THE MARK ON THE RIGHT.
 MK2110
 MK2110                          STATION RECOVERY (1967)
 MK2110
 MK2110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2110'REF. MARK NO. 3 IS DESTROYED.  OTHERWISE, THE DESCRIPTION IS
 MK2110'ADEQUATE.
 MK2110
 MK2110                          STATION RECOVERY (1970)
 MK2110
 MK2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MK2110'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO.
 MK2110'4, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 MK2110'AND FOUND IN GOOD CONDITION.  THE 1961 DESCRIPTION WAS
 MK2110'FOUND ADEQUATE FOR RECOVERY.
 MK2110'
 MK2110'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 MK2110'
 MK2110'A METAL WITNESS POST WAS SET 5 FEET NORTH OF REFERENCE MARK
 MK2110'NO. 4
 MK2110'
 MK2110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MK2110'MILES SOUTHEAST OF LINWOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0895 ***********************************************************************
 MK0895  DESIGNATION -  LINWOOD AZ MK
 MK0895  PID         -  MK0895
 MK0895  STATE/COUNTY-  NE/BUTLER
 MK0895  COUNTRY     -  US
 MK0895  USGS QUAD   -  ROGERS (2017)
 MK0895
 MK0895                         *CURRENT SURVEY CONTROL
 MK0895  ______________________________________________________________________
 MK0895* NAD 83(1986) POSITION- 41 24 32.     (N) 096 56 25.     (W)   SCALED
 MK0895* NAVD 88 ORTHO HEIGHT -   408.444 (meters)     1340.04  (feet) ADJUSTED
 MK0895  ______________________________________________________________________
 MK0895  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 MK0895  DYNAMIC HEIGHT  -        408.268 (meters)     1339.46  (feet) COMP
 MK0895  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 MK0895
 MK0895  VERT ORDER      -  SECOND    CLASS 0
 MK0895
 MK0895.The horizontal coordinates were scaled from a map and have
 MK0895.an estimated accuracy of +/- 6 seconds.
 MK0895
 MK0895.The orthometric height was determined by differential leveling and
 MK0895.adjusted by the NATIONAL GEODETIC SURVEY
 MK0895.in June 1991.
 MK0895
 MK0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0895.GEOID18 height accuracy estimate available here.
 MK0895
 MK0895.Click photographs - Photos may exist for this station.
 MK0895
 MK0895.The dynamic height is computed by dividing the NAVD 88
 MK0895.geopotential number by the normal gravity value computed on the
 MK0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0895.degrees latitude (g = 980.6199 gals.).
 MK0895
 MK0895.The modeled gravity was interpolated from observed gravity values.
 MK0895
 MK0895;                    North         East    Units  Estimated Accuracy
 MK0895;SPC NE       -   179,450.      755,690.      MT  (+/- 180 meters Scaled)
 MK0895
 MK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL721861(NAD 83)
 MK0895
 MK0895                          SUPERSEDED SURVEY CONTROL
 MK0895
 MK0895  NGVD 29 (??/??/92)  408.284  (m)         1339.51   (f) ADJ UNCH    2 0
 MK0895
 MK0895.Superseded values are not recommended for survey control.
 MK0895
 MK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0895.See file dsdata.pdf to determine how the superseded data were derived.
 MK0895
 MK0895_MARKER: DR = REFERENCE MARK DISK
 MK0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0895_STAMPING: LINWOOD AZI 1935
 MK0895_MARK LOGO: CGS
 MK0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0895+STABILITY: SURFACE MOTION
 MK0895
 MK0895  HISTORY     - Date     Condition        Report By
 MK0895  HISTORY     - 1935     MONUMENTED       CGS
 MK0895  HISTORY     - 1950     GOOD             CGS
 MK0895  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0895
 MK0895                          STATION DESCRIPTION
 MK0895
 MK0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0895'0.8 MI SW FROM LINWOOD.
 MK0895'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0895'LINWOOD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, 71 FEET
 MK0895'SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO AND NORTH WESTERN
 MK0895'RAILROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MK0895'ROAD, 34 FEET EAST OF A FENCE CORNER, 10 FEET EAST OF A TELEPHONE
 MK0895'POLE, 1.3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 MK0895'SET IN THE TOP OF A CONCRETE POST.
 MK0895
 MK0895                          STATION RECOVERY (1966)
 MK0895
 MK0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0895'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1024 ***********************************************************************
 LG1024  DESIGNATION -  LIPPS
 LG1024  PID         -  LG1024
 LG1024  STATE/COUNTY-  NE/PAWNEE
 LG1024  COUNTRY     -  US
 LG1024  USGS QUAD   -  LIBERTY SE (2017)
 LG1024
 LG1024                         *CURRENT SURVEY CONTROL
 LG1024  ______________________________________________________________________
 LG1024* NAD 83(1995) POSITION- 40 06 38.28863(N) 096 21 00.69585(W)   ADJUSTED
 LG1024* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 LG1024  ______________________________________________________________________
 LG1024  GEOID HEIGHT    -        -27.922 (meters)                     GEOID18
 LG1024  LAPLACE CORR    -         -6.66  (seconds)                    DEFLEC18
 LG1024  HORZ ORDER      -  SECOND
 LG1024
 LG1024.The horizontal coordinates were established by classical geodetic methods
 LG1024.and adjusted by the National Geodetic Survey in August 1997.
 LG1024
 LG1024.The orthometric height was scaled from a topographic map.
 LG1024
 LG1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1024.GEOID18 height accuracy estimate available here.
 LG1024
 LG1024.Click photographs - Photos may exist for this station.
 LG1024
 LG1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1024
 LG1024. The following values were computed from the NAD 83(1995) position.
 LG1024
 LG1024;                    North         East     Units Scale Factor Converg.
 LG1024;SPC NE       -    37,357.050   811,060.092   MT  0.99995183   +2 25 07.4
 LG1024;SPC NE       -   122,562.25  2,660,952.99   sFT  0.99995183   +2 25 07.4
 LG1024;UTM  14      - 4,443,402.611   725,835.078   MT  1.00022789   +1 42 28.4
 LG1024
 LG1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1024!SPC NE       -   0.99993377  x   0.99995183  =   0.99988561
 LG1024!UTM  14      -   0.99993377  x   1.00022789  =   1.00016165
 LG1024
 LG1024:                Primary Azimuth Mark                     Grid Az
 LG1024:SPC NE       -  LIPPS AZ MK                              096 41 11.1
 LG1024:UTM  14      -  LIPPS AZ MK                              097 23 50.1
 LG1024
 LG1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2583543402(NAD 83)
 LG1024
 LG1024|---------------------------------------------------------------------|
 LG1024| PID    Reference Object                     Distance      Geod. Az  |
 LG1024|                                                           dddmmss.s |
 LG1024| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX. 4.6 KM 0023235.3 |
 LG1024| CL7328 LIPPS AZ MK                                        0990618.5 |
 LG1024| CL7329 LIPPS RM 1                           20.803 METERS 17509     |
 LG1024| LG1025 LIPPS 2                              31.675 METERS 24731     |
 LG1024| CL7330 LIPPS RM 2                           18.105 METERS 26744     |
 LG1024|---------------------------------------------------------------------|
 LG1024
 LG1024                          SUPERSEDED SURVEY CONTROL
 LG1024
 LG1024  NAD 83(1986)-  40 06 38.29451(N)    096 21 00.69251(W) AD(       ) 2
 LG1024  NAD 27      -  40 06 38.29100(N)    096 20 59.64500(W) AD(       ) 2
 LG1024
 LG1024.Superseded values are not recommended for survey control.
 LG1024
 LG1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1024.See file dsdata.pdf to determine how the superseded data were derived.
 LG1024
 LG1024_MARKER: DS = TRIANGULATION STATION DISK
 LG1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1024_STAMPING: LIPPS 1947
 LG1024_MARK LOGO: CGS
 LG1024_PROJECTION: FLUSH
 LG1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1024+STABILITY: SURFACE MOTION
 LG1024
 LG1024  HISTORY     - Date     Condition        Report By
 LG1024  HISTORY     - 1947     MONUMENTED       CGS
 LG1024  HISTORY     - 1959     GOOD             CGS
 LG1024
 LG1024                          STATION DESCRIPTION
 LG1024
 LG1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1024'THE STATION IS ABOUT 7.5 MILES NORTH OF THE KANSAS-NEBRASKA
 LG1024'STATE LINE, 2.5 MILES SOUTH OF BURCHARD, IN THE NORTHWEST
 LG1024'CORNER OF A TRIANGLE FORMED BY STATE HIGHWAYS 4 AND 65, 208 FEET
 LG1024'SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 65, 202 FEET
 LG1024'NORTH OF THE INTERSECTION OF A CROSSROAD, 60 FEET WEST OF THE
 LG1024'CENTER OF STATE HIGHWAY 4 AND 32 FEET EAST OF THE CENTER OF
 LG1024'STATE HIGHWAY 65.  IT IS STAMPED LIPPS 1947 AND IS SET FLUSH.
 LG1024'
 LG1024'REFERENCE MARK NO. 1 IS 135.5 FEET NORTH-NORTHEAST OF THE
 LG1024'INTERSECTION OF A CROSSROAD, 46.4 FEET NORTH OF A POWER LINE
 LG1024'POLE AND 37.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 65.
 LG1024'IT IS STAMPED LIPPS NO 1 1947 AND IS SET FLUSH.
 LG1024'
 LG1024'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF STATE
 LG1024'HIGHWAY 65, 15.5 FEET NORTH OF A TELEPHONE POLE, 2.3 FEET SOUTH
 LG1024'OF A 4 X 4 INCH WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 LG1024'FENCE.  IT IS STAMPED LIPPS NO 2 1947 AND PROJECTS 5 INCHES.
 LG1024'
 LG1024'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 4,
 LG1024'7 FEET EAST OF THE CENTER OF A FARM LANE, 2.4 FEET WEST OF A
 LG1024'4 X 4 INCH WITNESS POST AND 1.4 FEET NORTH OF A FENCE POST.
 LG1024'IT IS STAMPED LIPPS 1947 AND PROJECTS 6 INCHES.
 LG1024'
 LG1024'TO REACH THE STATION FROM BURCHARD, GO SOUTH FOR 2.4 MILES TO
 LG1024'THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAYS 4 AND 65
 LG1024'AND THE STATION AS DESCRIBED.
 LG1024'
 LG1024'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 LG1024'HIGHWAY 4 FOR 0.3 MILE AND THE MARK ON THE LEFT.
 LG1024'
 LG1024'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1024
 LG1024                          STATION RECOVERY (1959)
 LG1024
 LG1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1024'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1024'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 LG1024'DISPLACED BY ROAD MACHINERY.  ROAD CONSTRUCTION WILL DESTROY
 LG1024'THE STATION AND BOTH REFERENCE MARKS, SO THEY WERE MOVED.
 LG1024'FOR DETAILS, SEE THE DESCRIPTION OF LIPPS 2 1959.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1025 ***********************************************************************
 LG1025  DESIGNATION -  LIPPS 2
 LG1025  PID         -  LG1025
 LG1025  STATE/COUNTY-  NE/PAWNEE
 LG1025  COUNTRY     -  US
 LG1025  USGS QUAD   -  LIBERTY SE (2017)
 LG1025
 LG1025                         *CURRENT SURVEY CONTROL
 LG1025  ______________________________________________________________________
 LG1025* NAD 83(1995) POSITION- 40 06 37.89599(N) 096 21 01.93174(W)   NO CHECK
 LG1025* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 LG1025  ______________________________________________________________________
 LG1025  GEOID HEIGHT    -        -27.921 (meters)                     GEOID18
 LG1025  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 LG1025  HORZ ORDER      -  THIRD
 LG1025
 LG1025.The horizontal coordinates were established by classical geodetic methods
 LG1025.and adjusted by the National Geodetic Survey in August 1997.
 LG1025
 LG1025.No horizontal observational check was made to the station.
 LG1025
 LG1025.The orthometric height was scaled from a topographic map.
 LG1025
 LG1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1025.GEOID18 height accuracy estimate available here.
 LG1025
 LG1025.Click photographs - Photos may exist for this station.
 LG1025
 LG1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1025
 LG1025. The following values were computed from the NAD 83(1995) position.
 LG1025
 LG1025;                    North         East     Units Scale Factor Converg.
 LG1025;SPC NE       -    37,343.715   811,031.362   MT  0.99995188   +2 25 06.6
 LG1025;SPC NE       -   122,518.50  2,660,858.73   sFT  0.99995188   +2 25 06.6
 LG1025;UTM  14      - 4,443,389.631   725,806.177   MT  1.00022773   +1 42 27.6
 LG1025
 LG1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1025!SPC NE       -   0.99993377  x   0.99995188  =   0.99988566
 LG1025!UTM  14      -   0.99993377  x   1.00022773  =   1.00016149
 LG1025
 LG1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2580643389(NAD 83)
 LG1025
 LG1025|---------------------------------------------------------------------|
 LG1025| PID    Reference Object                     Distance      Geod. Az  |
 LG1025|                                                           dddmmss.s |
 LG1025| LG1024 LIPPS                                31.675 METERS 06731     |
 LG1025| CL7331 LIPPS 2 RM 3                         39.676 METERS 22859     |
 LG1025| CL7332 LIPPS 2 RM 4                         51.176 METERS 28448     |
 LG1025|---------------------------------------------------------------------|
 LG1025
 LG1025                          SUPERSEDED SURVEY CONTROL
 LG1025
 LG1025  NAD 83(1986)-  40 06 37.90187(N)    096 21 01.92839(W) AD(       ) 3
 LG1025  NAD 27      -  40 06 37.89910(N)    096 21 00.88130(W) AD(       ) 3
 LG1025
 LG1025.Superseded values are not recommended for survey control.
 LG1025
 LG1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1025.See file dsdata.pdf to determine how the superseded data were derived.
 LG1025
 LG1025_MARKER: DS = TRIANGULATION STATION DISK
 LG1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1025_STAMPING: LIPPS 2 1959
 LG1025_MARK LOGO: CGS
 LG1025_PROJECTION: PROJECTING 9 CENTIMETERS
 LG1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1025+STABILITY: SURFACE MOTION
 LG1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1025+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 LG1025
 LG1025  HISTORY     - Date     Condition        Report By
 LG1025  HISTORY     - 1959     MONUMENTED       CGS
 LG1025  HISTORY     - 1966     GOOD             CGS
 LG1025  HISTORY     - 20211116 GOOD             JORSUR
 LG1025
 LG1025                          STATION DESCRIPTION
 LG1025
 LG1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1025'STATION IS LOCATED ABOUT 10 MILES WEST OF PAWNEE CITY, 7 AND
 LG1025'1/2 MILES NORTH OF THE KANSAS-NEBRASKA STATE LINE, AND 2 AND
 LG1025'1/2 MILES SOUTH OF BURCHARD AT THE JUNCTION OF STATE HIGHWAYS
 LG1025'4 AND 65, 62 FEET WEST OF THE CENTER OF STATE HIGHWAY 65, 54 FEET
 LG1025'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF EDGAR BLEVINS
 LG1025'FARMHOUSE, 46 FEET EAST OF THE NORTHEAST CORNER OF THE SAME
 LG1025'HOUSE, 25 FEET NORTH OF A CEDAR TREE, 25 FEET SOUTH-SOUTHEAST
 LG1025'OF AN ELM TREE, AND 15 FEET NORTH OF THE NORTH EDGE OF
 LG1025'CONCRETE SIDEWALK LEADING TO HOUSE.  THE MARK IS FLUSH WITH
 LG1025'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LIPPS 2
 LG1025'1959.
 LG1025'
 LG1025'REFERENCE MARK NO. 3 IS AT THE SOUTHEAST CORNER OF CONCRETE
 LG1025'BOX FOR WELL, 61 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LG1025'OF HOUSE, 18 FEET WEST OF THE WEST EDGE OF SIDEWALK, AND 12
 LG1025'FEET NORTH OF THE NORTHEAST CORNER OF GARAGE.  THE MARK IS
 LG1025'FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG1025'LIPPS 2 NO 3 1959.
 LG1025'
 LG1025'REFERENCE MARK NO. 4 IS ALONG THE SOUTH SIDE OF CHICKEN HOUSE,
 LG1025'84 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 14 FEET
 LG1025'WEST OF THE SOUTHEAST CORNER OF CHICKEN HOUSE, AND 5 FEET WEST
 LG1025'OF CHICKEN HOUSE DOOR.  THE MARK IS FLUSH WITH THE SURFACE
 LG1025'OF THE GROUND AND THE DISK IS STAMPED LIPPS 2 NO 4 1959.
 LG1025'
 LG1025'THERE IS NO AZIMUTH MARK.
 LG1025'
 LG1025'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BURCHARD,
 LG1025'GO SOUTH ON STATE HIGHWAYS 4 AND 65 FOR 2.5 MILES TO THE
 LG1025'JUNCTION OF THESE SAME HIGHWAYS AND THE STATION ON THE RIGHT
 LG1025'AS DESCRIBED.
 LG1025'
 LG1025'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG1025
 LG1025                          STATION RECOVERY (1966)
 LG1025
 LG1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1025'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LG1025'CONDITION.  THE DESCRIPTION OF THE MARKS WERE CORRECT EXCEPT THAT
 LG1025'THE DIRECTION TO R.M. NO. 3 IS SOUTHWEST OF THE STATION.  THE
 LG1025'STATION IS 2.5 MILES SOUTH OF BURCHARD, NEBR. AND IS NEAR THE
 LG1025'JUNCTION OF STATE HIGHWAYS 4 AND 8.
 LG1025
 LG1025                          STATION RECOVERY (2021)
 LG1025
 LG1025'RECOVERY NOTE BY JORGENSEN SURVEYING 2021 (BAJ)
 LG1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0508 ***********************************************************************
 MN0508  DESIGNATION -  LISCO
 MN0508  PID         -  MN0508
 MN0508  STATE/COUNTY-  NE/GARDEN
 MN0508  COUNTRY     -  US
 MN0508  USGS QUAD   -  RICHARDSON LAKE (2017)
 MN0508
 MN0508                         *CURRENT SURVEY CONTROL
 MN0508  ______________________________________________________________________
 MN0508* NAD 83(1995) POSITION- 41 37 39.63631(N) 102 36 24.65000(W)   ADJUSTED
 MN0508* NAVD 88 ORTHO HEIGHT -  1266.    (meters)     4154.    (feet) SCALED
 MN0508  ______________________________________________________________________
 MN0508  GEOID HEIGHT    -        -19.557 (meters)                     GEOID18
 MN0508  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 MN0508  HORZ ORDER      -  FIRST
 MN0508
 MN0508.The horizontal coordinates were established by classical geodetic methods
 MN0508.and adjusted by the National Geodetic Survey in August 1997.
 MN0508
 MN0508.The orthometric height was scaled from a topographic map.
 MN0508
 MN0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0508.GEOID18 height accuracy estimate available here.
 MN0508
 MN0508.Click photographs - Photos may exist for this station.
 MN0508
 MN0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0508
 MN0508. The following values were computed from the NAD 83(1995) position.
 MN0508
 MN0508;                    North         East     Units Scale Factor Converg.
 MN0508;SPC NE       -   202,491.215   282,872.870   MT  0.99966085   -1 43 39.2
 MN0508;SPC NE       -   664,339.93    928,058.74   sFT  0.99966085   -1 43 39.2
 MN0508;UTM  13      - 4,611,205.453   699,353.274   MT  1.00008908   +1 35 24.9
 MN0508
 MN0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0508!SPC NE       -   0.99980461  x   0.99966085  =   0.99946552
 MN0508!UTM  13      -   0.99980461  x   1.00008908  =   0.99989367
 MN0508
 MN0508:                Primary Azimuth Mark                     Grid Az
 MN0508:SPC NE       -  LISCO RM 3 AZIMUTH                       288 26 40.9
 MN0508:UTM  13      -  LISCO RM 3 AZIMUTH                       285 07 36.8
 MN0508
 MN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9935311205(NAD 83)
 MN0508
 MN0508|---------------------------------------------------------------------|
 MN0508| PID    Reference Object                     Distance      Geod. Az  |
 MN0508|                                                           dddmmss.s |
 MN0508| CP7634 LISCO RM 1                           37.854 METERS 01908     |
 MN0508| MN0502 DALTON MUNICIPAL TANK               APPROX.39.2 KM 2313206.4 |
 MN0508| CP7635 LISCO RM 2                           21.400 METERS 28239     |
 MN0508| CP7636 LISCO RM 3 AZIMUTH                                 2864301.7 |
 MN0508|---------------------------------------------------------------------|
 MN0508
 MN0508                          SUPERSEDED SURVEY CONTROL
 MN0508
 MN0508  NAD 83(1993)-  41 37 39.63609(N)    102 36 24.65055(W) AD(       ) 1
 MN0508  NAD 83(1986)-  41 37 39.63368(N)    102 36 24.65377(W) AD(       ) 1
 MN0508  NAD 27      -  41 37 39.71600(N)    102 36 22.93500(W) AD(       ) 1
 MN0508
 MN0508.Superseded values are not recommended for survey control.
 MN0508
 MN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0508.See file dsdata.pdf to determine how the superseded data were derived.
 MN0508
 MN0508_MARKER: DS = TRIANGULATION STATION DISK
 MN0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0508_STAMPING: LISCO 1933
 MN0508_MARK LOGO: CGS
 MN0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0508+STABILITY: SURFACE MOTION
 MN0508
 MN0508  HISTORY     - Date     Condition        Report By
 MN0508  HISTORY     - 1933     MONUMENTED       CGS
 MN0508  HISTORY     - 1946     GOOD             CGS
 MN0508
 MN0508                          STATION DESCRIPTION
 MN0508
 MN0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0508'ABOUT 8-1/2 MILES NORTH OF LISCO, ON THE NORTHERLY END OF A
 MN0508'PROMINENT SAND HILL IN SOUTHEAST QUARTER SEC. 10, T. 19 N.,
 MN0508'R. 46 W., ON PASTURE LAND OWNED BY RUBE LISCO, OF LISCO, AND
 MN0508'LEASED BY H.A. HARRIS.
 MN0508'
 MN0508'REACHED FROM LISCO VIA U.S. HIGHWAY 26, WEST 0.25 MILE TO ROAD
 MN0508'LEADING NORTH.  FOLLOW ROAD NORTH 0.55 MILE TO OPEN AIR
 MN0508'SUB-STATION (AFTER A SHORT DISTANCE THIS ROAD TURNS EAST).
 MN0508'AT SUB-STATION TURN NORTH AND FOLLOW ROAD 7.2 MILES TO T-ROAD
 MN0508'AT WILLIAMS SCHOOL.  TURN WEST 1.0 MILE, THEN NORTH 1.0 MILE
 MN0508'TO THE HARRIS HOUSE.  TURN EAST ON TRAIL IN FRONT OF HOUSE,
 MN0508'AND FOLLOW EAST KEEPING ALONG NORTH SIDE OF FENCE 0.25 MILE
 MN0508'TO GATE IN SOUTHWEST CORNER OF A FIELD.  KEEP EAST ALONG SOUTH
 MN0508'EDGE OF THIS FIELD TO GATE INTO PASTURE IN SOUTHEAST CORNER.
 MN0508'PASS THROUGH GATE AND FOLLOW FENCE EAST ABOUT 200 YARDS,
 MN0508'THENCE BEAR TO LEFT AND FOLLOW UP MAIN RIDGE WHICH CIRCLES
 MN0508'BACK TO FENCE, THEN FOLLOW CLOSE TO FENCE TO AN OPEN
 MN0508'VALLEY WITH SINK CROSSED BY FENCE.  CROSS VALLEY ON RIDGE
 MN0508'NORTH OF SINK AND BEAR SOUTHEAST ACROSS SLOPE ABOUT 200
 MN0508'YARDS TO SUMMIT, THENCE NORTHWEST UP POINT OF RIDGE 100 YARDS
 MN0508'TO STATION.  TOTAL DISTANCE FROM THE HARRIS HOUSE IS 1.7
 MN0508'MILES.  STATION IS AT SOUTHEAST POINT OF NORTH SUMMIT OF
 MN0508'CHAIN OF SAND HILLS, APPROXIMATELY 140 YARDS NORTH OF
 MN0508'EAST-WEST FENCE, BETWEEN SECTIONS 10 AND 15, 200 YARDS
 MN0508'NORTHEAST OF A LARGE SINK.
 MN0508'
 MN0508'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SLIGHT SWELL IN
 MN0508'GROUND.
 MN0508'
 MN0508'REFERENCE MARK NO. 2 IS WEST OF STATION.
 MN0508'
 MN0508'REFERENCE MARK NO. 3 IS WEST-NORTHWEST OF STATION IN FENCE
 MN0508'LINE.
 MN0508'
 MN0508'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.15 METERS.
 MN0508
 MN0508                          STATION RECOVERY (1946)
 MN0508
 MN0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0508'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. AN
 MN0508'ERROR OF APPROXIMATELY TWO MINUTES WAS FOUND IN THE ANGLE
 MN0508'BETWEEN THE REFERENCE MARKS.  DESCRIPTION FOLLOWS--
 MN0508'
 MN0508'LOCATED ABOUT 8-1/2 MILES NORTH OF LISCO ON THE NORTHERLY
 MN0508'END OF A PROMINENT SAND HILL AND 0.15 MILE NORTH OF A WIRE
 MN0508'FENCE.  IT IS STAMPED LISCO 1933 AND PROJECTS 18 INCHES.
 MN0508'
 MN0508'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION.
 MN0508'IT IS STAMPED LISCO NO 1 1933 AND PROJECTS 2 INCHES.
 MN0508'
 MN0508'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 MN0508'IT IS STAMPED LISCO NO 2 1933 AND PROJECTS 4 INCHES.
 MN0508'
 MN0508'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.2 MILE NORTH OF
 MN0508'A FENCE CORNER, 80 PACES SOUTH OF A TRACK ROAD AND 2 FEET
 MN0508'WEST OF A CATTLE TRAIL.  IT IS STAMPED LISCO NO 3 1933 AND
 MN0508'PROJECTS 10 INCHES.
 MN0508'
 MN0508'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH END OF
 MN0508'THE MAIN STREET (LISCO) AND U.S. HIGHWAY NO. 26, GO WEST ON
 MN0508'NO. 26 FOR 0.2 MILE.  THEN RIGHT, NORTH, ON A GRADED DIRT
 MN0508'ROAD FOR 0.55 MILE TO AN OPEN AIR SUB-STATION.  THEN RIGHT,
 MN0508'NORTH, FOR 7.2 MILES TO A SCHOOL HOUSE ON THE RIGHT.  THEN
 MN0508'LEFT, WEST, FOR 1.0 MILE.  THEN RIGHT, NORTH, FOR 1.0 MILE
 MN0508'TO A DESERTED FARM YARD.  TURN RIGHT, LEAVING THE GRADED
 MN0508'DIRT ROAD, PASSING ON THE NORTH SIDE OF A FOUNDATION FOR
 MN0508'A HOUSE AND FOLLOW A TRACK ROAD FOR 0.3 MILE TO A WIRE GATE.
 MN0508'THEN PASS THROUGH THE GATE, CONTINUE FOR 0.4 MILE TO A FORK.
 MN0508'THEN RIGHT FORK, EASTERLY, FOR 0.15 MILE TO A CATTLE TRAIL
 MN0508'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY FOR
 MN0508'0.4 MILE TO THE END OF THE ROAD AT A WINDMILL.  THEN BEAR
 MN0508'RIGHT AND FOLLOW CATTLE TRAILS EASTERLY AND ON THE CREST
 MN0508'OF THE RIDGE FOR 0.7 MILE TO THE HIGHEST POINT AND THE
 MN0508'STATION.
 MN0508'
 MN0508'HEIGHT OF STAND--1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1147 ***********************************************************************
 ML1147  DESIGNATION -  LITCHFIELD
 ML1147  PID         -  ML1147
 ML1147  STATE/COUNTY-  NE/CUSTER
 ML1147  COUNTRY     -  US
 ML1147  USGS QUAD   -  LITCHFIELD (2017)
 ML1147
 ML1147                         *CURRENT SURVEY CONTROL
 ML1147  ______________________________________________________________________
 ML1147* NAD 83(1995) POSITION- 41 14 06.86575(N) 099 14 07.81382(W)   ADJUSTED
 ML1147* NAD 83(1995) ELLIP HT-   695.653 (meters)        (06/27/02)   ADJUSTED
 ML1147* NAVD 88 ORTHO HEIGHT -   719.3   (meters)     2360.    (feet) VERTCON
 ML1147  ______________________________________________________________________
 ML1147  GEOID HEIGHT    -        -23.607 (meters)                     GEOID18
 ML1147  NAD 83(1995) X  -   -770,997.072 (meters)                     COMP
 ML1147  NAD 83(1995) Y  - -4,741,660.861 (meters)                     COMP
 ML1147  NAD 83(1995) Z  -  4,182,563.221 (meters)                     COMP
 ML1147  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 ML1147  HORZ ORDER      -  SECOND
 ML1147  ELLP ORDER      -  FOURTH    CLASS I
 ML1147
 ML1147.The horizontal coordinates were established by classical geodetic methods
 ML1147.and adjusted by the National Geodetic Survey in August 1997.
 ML1147
 ML1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1147
 ML1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1147.GEOID18 height accuracy estimate available here.
 ML1147
 ML1147.Click photographs - Photos may exist for this station.
 ML1147
 ML1147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1147
 ML1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1147
 ML1147.The ellipsoidal height was determined by GPS observations
 ML1147.and is referenced to NAD 83.
 ML1147
 ML1147. The following values were computed from the NAD 83(1995) position.
 ML1147
 ML1147;                    North         East     Units Scale Factor Converg.
 ML1147;SPC NE       -   155,930.787   564,069.790   MT  0.99966969   +0 30 23.9
 ML1147;SPC NE       -   511,582.92  1,850,618.97   sFT  0.99966969   +0 30 23.9
 ML1147;UTM  14      - 4,564,898.257   480,264.346   MT  0.99960479   -0 09 18.8
 ML1147
 ML1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1147!SPC NE       -   0.99989089  x   0.99966969  =   0.99956062
 ML1147!UTM  14      -   0.99989089  x   0.99960479  =   0.99949573
 ML1147
 ML1147:                Primary Azimuth Mark                     Grid Az
 ML1147:SPC NE       -  LITCHFIELD AZ MK 2                       265 13 31.2
 ML1147:UTM  14      -  LITCHFIELD AZ MK 2                       265 53 13.9
 ML1147
 ML1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8026464898(NAD 83)
 ML1147
 ML1147|---------------------------------------------------------------------|
 ML1147| PID    Reference Object                     Distance      Geod. Az  |
 ML1147|                                                           dddmmss.s |
 ML1147| ML1188 LITCHFIELD RM 1                      13.070 METERS 19845     |
 ML1147| ML1150 MASON CITY MUNICIPAL STANDPIPE      APPROX. 5.8 KM 2541631.5 |
 ML1147| ML1186 LITCHFIELD AZ MK 2                  APPROX. 0.7 KM 2654355.1 |
 ML1147| ML1190 LITCHFIELD AZ MK                                   2665550.8 |
 ML1147| ML1189 LITCHFIELD RM 2                      13.274 METERS 29112     |
 ML1147|---------------------------------------------------------------------|
 ML1147
 ML1147                          SUPERSEDED SURVEY CONTROL
 ML1147
 ML1147  ELLIP H (08/18/97)  695.716  (m)                       GP(       ) 4 1
 ML1147  NAD 83(1986)-  41 14 06.87397(N)    099 14 07.81827(W) AD(       ) 2
 ML1147  NAD 27      -  41 14 06.84300(N)    099 14 06.47700(W) AD(       ) 2
 ML1147  NGVD 29 (02/23/90)  719.0    (m)  RAPSU86  model used  GPS OBS        
 ML1147
 ML1147.Superseded values are not recommended for survey control.
 ML1147
 ML1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1147.See file dsdata.pdf to determine how the superseded data were derived.
 ML1147
 ML1147_MARKER: DS = TRIANGULATION STATION DISK
 ML1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1147_STAMPING: LITCHFIELD 1951
 ML1147_MARK LOGO: CGS
 ML1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1147+STABILITY: SURFACE MOTION
 ML1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1147+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 ML1147
 ML1147  HISTORY     - Date     Condition        Report By
 ML1147  HISTORY     - 1951     MONUMENTED       CGS
 ML1147  HISTORY     - 1951     GOOD             CGS
 ML1147  HISTORY     - 19890517 GOOD             NGS
 ML1147
 ML1147                          STATION DESCRIPTION
 ML1147
 ML1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1147'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH-NORTHEAST OF MASON
 ML1147'CITY AND ABOUT 5 MILES NORTHWEST OF LITCHFIELD, ON THE NORTH
 ML1147'RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.  IT IS 21 FEET NORTH
 ML1147'OF THE CENTERLINE OF AN EAST-WEST ROAD, 5 FEET SOUTH OF AN
 ML1147'EAST-WEST FENCE LINE AND 5 FEET SOUTH OF A WITNESS POST.
 ML1147'IT IS STAMPED LITCHFIELD 1951 AND PROJECTS 2 INCHES.
 ML1147'
 ML1147'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF AN
 ML1147'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 ML1147'IT IS STAMPED LITCHFIELD NO 1 1951 AND PROJECTS 6 INCHES.
 ML1147'
 ML1147'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE CENTERLINE OF
 ML1147'AN EAST-WEST DIRT ROAD AND 6 FEET SOUTH OF AN EAST-WEST FENCE
 ML1147'LINE.  IT IS STAMPED LITCHFIELD NO 2 1951 AND PROJECTS 4 INCHES.
 ML1147'
 ML1147'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF AN
 ML1147'EAST-WEST DIRT ROAD, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 ML1147'2 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET EAST OF A WITNESS
 ML1147'POST.  IT IS STAMPED LITCHFIELD 1951 AND PROJECTS 4 INCHES.
 ML1147'
 ML1147'TO REACH THE STATION FROM THE POST OFFICE IN MASON CITY GO
 ML1147'NORTH FOR 0.25 MILE TO A T ROAD RIGHT, TURN RIGHT, EAST, AND
 ML1147'GO 1.4 MILE TO A FORK, TAKE RIGHT FORK FOR 1.7 MILE TO A T
 ML1147'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE AZIMUTH
 ML1147'MARK ON THE LEFT AND DESCRIBED.  CONTINUE EAST, FOR 0.5 MILE
 ML1147'TO THE STATION ON THE LEFT AS DESCRIBED.
 ML1147'
 ML1147'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1147
 ML1147                          STATION RECOVERY (1951)
 ML1147
 ML1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1147'RECOVERED IN GOOD CONDITION.
 ML1147
 ML1147                          STATION RECOVERY (1989)
 ML1147
 ML1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1147'THE STATION IS LOCATED ABOUT 10.1 KM (6.30 MI) NORTHWEST OF
 ML1147'LITCHFIELD, 5.05 KM (3.15 MI) EAST-NORTHEAST OF MASON CITY, 0.37 KM
 ML1147'(0.25 MI) WEST OF THE CUSTER-SHERMAN COUNTY LINE, ALONG THE
 ML1147'RIGHT-OF-WAY OF A WINDING SECTION LINE ROAD.  OWNERSHIP--CUSTER
 ML1147'COUNTY.
 ML1147'TO REACH THE STATION FROM THE U.S. POST OFFICE (FARMERS BANK BUILDING)
 ML1147'IN MASON CITY, GO NORTH ON THE MAIN STREET, CROSSING STATE ROUTE 2
 ML1147'THEN RAIROAD TRACKS FOR 0.85 KM (0.55 MI) TO A GRAVEL ROAD ON THE
 ML1147'RIGHT.  TURN RIGHT AND GO EAST ON THE HOMEWARD TRAIL ROAD FOR 2.37 KM
 ML1147'(1.45 MI) TO A ROAD ON THE RIGHT AT THE TOP OF A RIDGE.  TURN RIGHT
 ML1147'AND GO EAST FOR 2.70 KM (1.70 MI) TO A ROAD ON THE LEFT.  CONTINUE
 ML1147'EAST FOR 0.72 KM (0.45 MI) TO WHERE THE MAIN ROAD TURNS LEFT.
 ML1147'CONTINUE EAST ON A WINDING TRACK ROAD FOR 0.49 KM (0.30 MI) TO THE TOP
 ML1147'OF A GRADE AND THE STATION ON THE LEFT, 0.5 M (1.6 FT) HIGHER THAN THE
 ML1147'ROAD.
 ML1147'THE STATION MARK IS SET 7.8 M (25.6 FT) NORTH OF THE TRACK ROAD
 ML1147'CENTER, 1.6 M (5.2 FT) SOUTH OF A WOODEN WITNESS POST IN A FENCELINE,
 ML1147'0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST AND PROJECTS 1 CM
 ML1147'ABOVE THE SURFACE.
 ML1147'DESCRIBED BY G.R.HEID, EDITED BY E.A.RICE.
 ML1147'NOTE=THE TRACK ROAD LEADING O THE MARK IS VERY SUSCEPTIBLE TO EROSION.
 ML1147'CARE MUST BE TAKEN TO AVOID RUTTING THE TRACK ROAD WHEN WET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1186 ***********************************************************************
 ML1186  DESIGNATION -  LITCHFIELD AZ MK 2
 ML1186  PID         -  ML1186
 ML1186  STATE/COUNTY-  NE/CUSTER
 ML1186  COUNTRY     -  US
 ML1186  USGS QUAD   -  LITCHFIELD (2017)
 ML1186
 ML1186                         *CURRENT SURVEY CONTROL
 ML1186  ______________________________________________________________________
 ML1186* NAD 83(1995) POSITION- 41 14 05.19175(N) 099 14 37.50947(W)   ADJUSTED
 ML1186* NAVD 88 ORTHO HEIGHT -   692.6   (meters)     2272.    (feet) VERTCON
 ML1186  ______________________________________________________________________
 ML1186  GEOID HEIGHT    -        -23.601 (meters)                     GEOID18
 ML1186  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 ML1186  HORZ ORDER      -  THIRD
 ML1186
 ML1186.The horizontal coordinates were established by classical geodetic methods
 ML1186.and adjusted by the National Geodetic Survey in August 1997.
 ML1186
 ML1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1186
 ML1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1186.GEOID18 height accuracy estimate available here.
 ML1186
 ML1186.Click photographs - Photos may exist for this station.
 ML1186
 ML1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1186
 ML1186. The following values were computed from the NAD 83(1995) position.
 ML1186
 ML1186;                    North         East     Units Scale Factor Converg.
 ML1186;SPC NE       -   155,873.084   563,378.956   MT  0.99966973   +0 30 04.2
 ML1186;SPC NE       -   511,393.61  1,848,352.46   sFT  0.99966973   +0 30 04.2
 ML1186;UTM  14      - 4,564,848.541   479,572.937   MT  0.99960514   -0 09 38.4
 ML1186
 ML1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1186!SPC NE       -   0.99989508  x   0.99966973  =   0.99956484
 ML1186!UTM  14      -   0.99989508  x   0.99960514  =   0.99950026
 ML1186
 ML1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7957264848(NAD 83)
 ML1186
 ML1186                          SUPERSEDED SURVEY CONTROL
 ML1186
 ML1186  NAD 83(1986)-  41 14 05.19992(N)    099 14 37.51391(W) AD(       ) 3
 ML1186  NGVD 29 (02/23/90)  692.3    (m)         2271.     (f) VERT ANG       
 ML1186
 ML1186.Superseded values are not recommended for survey control.
 ML1186
 ML1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1186.See file dsdata.pdf to determine how the superseded data were derived.
 ML1186
 ML1186_MARKER: DZ = AZIMUTH MARK DISK
 ML1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1186_STAMPING: LITCHFIELD 1951 N0 2 1986
 ML1186_MARK LOGO: NGS
 ML1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1186+STABILITY: SURFACE MOTION
 ML1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1186+SATELLITE: SATELLITE OBSERVATIONS - 1986
 ML1186
 ML1186  HISTORY     - Date     Condition        Report By
 ML1186  HISTORY     - 1986     MONUMENTED       NGS
 ML1186
 ML1186                          STATION DESCRIPTION
 ML1186
 ML1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 ML1186'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) NORTHWEST FROM
 ML1186'LITCHFIELD, 5.2 KM (3.25 MI) NORTHEAST OF MASON CITY AND ON THE SOUTH
 ML1186'RIGHT-OF-WAY OF A GRADED COUNTY ROAD.  OWNERSHIP-CUSTER COUNTY, CUSTER
 ML1186'COUNTY SURVEYOR, BROKEN BOW, NEBRASKA 68822.  TLEPHONE 308 872 6925.
 ML1186'TO REACH THE STATION FROM THEMASON CITY POST OFFICE, GO NORTH ON MAIN
 ML1186'STREET FOR 0.08 KM (0.05 MI) TO STATE HIGHWAY 2.  TURN RIGHT AND GO
 ML1186'EAST ON THE HIGHWAY FOR 3.46 KM (2.15 MI) TO A GRADED CROSSROAD.  TURN
 ML1186'LRFT AND GO NORTH ON THE GRADED ROAD FOR 1.61 KM (1.00 MI) TO A
 ML1186'CROSSROAD ROAD.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 1.61 KM
 ML1186'(1.00 MI) TO THE STATION ON THE RIGHT.
 ML1186'THE MARKS ARE 8.96 M (29.4 FT) WEST FROM A POWER POLE, 8.38 M
 ML1186'(27.5 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.82 M (2.7 FT) EAST
 ML1186'FROM A 4X4 INCH WOODEN POST AND 0.76 M (2.5 FT) NORTH FROM A WITNESS
 ML1186'POST SET IN A FENCE LINE.  THE UNDERGROUND MARK IS 0.91 M (3.0 FT)
 ML1186'BELOW THR GROUND SURFACE AND THE SURFACE MARK PROJECTS 0.15 M
 ML1186'(0.5 FT) ABOVE THE GROUND SURFACE.
 ML1186'DESCRIBED BY J.A. ODUM
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1148 ***********************************************************************
 ML1148  DESIGNATION -  LITCHFIELD MUNICIPAL STANDPIPE
 ML1148  PID         -  ML1148
 ML1148  STATE/COUNTY-  NE/SHERMAN
 ML1148  COUNTRY     -  US
 ML1148  USGS QUAD   -  LITCHFIELD (2017)
 ML1148
 ML1148                         *CURRENT SURVEY CONTROL
 ML1148  ______________________________________________________________________
 ML1148* NAD 83(1995) POSITION- 41 09 37.76779(N) 099 09 20.57979(W)   ADJUSTED
 ML1148  ______________________________________________________________________
 ML1148  GEOID HEIGHT    -        -23.780 (meters)                     GEOID18
 ML1148  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 ML1148  HORZ ORDER      -  THIRD
 ML1148
 ML1148.The horizontal coordinates were established by classical geodetic methods
 ML1148.and adjusted by the National Geodetic Survey in August 1997.
 ML1148
 ML1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1148.GEOID18 height accuracy estimate available here.
 ML1148
 ML1148.Click photographs - Photos may exist for this station.
 ML1148
 ML1148.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1148
 ML1148. The following values were computed from the NAD 83(1995) position.
 ML1148
 ML1148;                    North         East     Units Scale Factor Converg.
 ML1148;SPC NE       -   147,694.605   570,837.318   MT  0.99967666   +0 33 34.2
 ML1148;SPC NE       -   484,561.38  1,872,822.10   sFT  0.99967666   +0 33 34.2
 ML1148;UTM  14      - 4,556,585.024   486,935.810   MT  0.99960210   -0 06 09.0
 ML1148
 ML1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8693556585(NAD 83)
 ML1148
 ML1148                          SUPERSEDED SURVEY CONTROL
 ML1148
 ML1148  NAD 83(1986)-  41 09 37.77524(N)    099 09 20.58265(W) AD(       ) 3
 ML1148  NAD 27      -  41 09 37.74000(N)    099 09 19.25000(W) AD(       ) 3
 ML1148
 ML1148.Superseded values are not recommended for survey control.
 ML1148
 ML1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1148.See file dsdata.pdf to determine how the superseded data were derived.
 ML1148
 ML1148_MARKER: 52 = STANDPIPE TANK
 ML1148
 ML1148  HISTORY     - Date     Condition        Report By
 ML1148  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1148
 ML1148                          STATION DESCRIPTION
 ML1148
 ML1148'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1382 ***********************************************************************
 LF1382  DESIGNATION -  LITTLE
 LF1382  PID         -  LF1382
 LF1382  STATE/COUNTY-  NE/RICHARDSON
 LF1382  COUNTRY     -  US
 LF1382  USGS QUAD   -  HUMBOLDT SE (2017)
 LF1382
 LF1382                         *CURRENT SURVEY CONTROL
 LF1382  ______________________________________________________________________
 LF1382* NAD 83(1995) POSITION- 40 00 01.89893(N) 095 45 50.66792(W)   ADJUSTED
 LF1382* NAVD 88 ORTHO HEIGHT -   371.    (meters)     1217.    (feet) SCALED
 LF1382  ______________________________________________________________________
 LF1382  GEOID HEIGHT    -        -30.174 (meters)                     GEOID18
 LF1382  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 LF1382  HORZ ORDER      -  FIRST
 LF1382
 LF1382.The horizontal coordinates were established by classical geodetic methods
 LF1382.and adjusted by the National Geodetic Survey in August 1997.
 LF1382
 LF1382.The orthometric height was scaled from a topographic map.
 LF1382
 LF1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1382.GEOID18 height accuracy estimate available here.
 LF1382
 LF1382.Click photographs - Photos may exist for this station.
 LF1382
 LF1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1382
 LF1382. The following values were computed from the NAD 83(1995) position.
 LF1382
 LF1382;                    North         East     Units Scale Factor Converg.
 LF1382;SPC NE       -    27,424.012   861,574.460   MT  0.99999976   +2 48 25.7
 LF1382;SPC NE       -    89,973.61  2,826,682.21   sFT  0.99999976   +2 48 25.7
 LF1382;UTM  15      - 4,431,475.778   264,045.178   MT  1.00028544   -1 46 39.2
 LF1382
 LF1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1382!SPC NE       -   0.99994652  x   0.99999976  =   0.99994628
 LF1382!UTM  15      -   0.99994652  x   1.00028544  =   1.00023194
 LF1382
 LF1382:                Primary Azimuth Mark                     Grid Az
 LF1382:SPC NE       -  LITTLE AZ MK                             042 06 15.1
 LF1382:UTM  15      -  LITTLE AZ MK                             046 41 20.0
 LF1382
 LF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6404531475(NAD 83)
 LF1382
 LF1382|---------------------------------------------------------------------|
 LF1382| PID    Reference Object                     Distance      Geod. Az  |
 LF1382|                                                           dddmmss.s |
 LF1382| LF1377 SHUBERT MUNICIPAL TANK              APPROX.27.3 KM 0144152.3 |
 LF1382| LF1375 SALEM MUNICIPAL TANK                APPROX. 9.0 KM 0193656.6 |
 LF1382| CL7337 LITTLE AZ MK                                       0445440.8 |
 LF1382| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX.16.0 KM 0640505.9 |
 LF1382| CL7338 LITTLE RM 1                          38.945 METERS 11325     |
 LF1382| KE1265 HIAWATHA MUNICIPAL TANK             APPROX.25.7 KM 1310102.2 |
 LF1382| KE1267 MORRILL MUNICIPAL TANK              APPROX. 9.5 KM 1424957.0 |
 LF1382| KE1275 SEBETHA CITY L AND P BRICK STK      APPROX.11.1 KM 1973149.2 |
 LF1382| CL7339 LITTLE RM 2                          26.450 METERS 23458     |
 LF1382| LF1379 DAWSON MUNICIPAL TANK               APPROX.16.1 KM 3392826.7 |
 LF1382|---------------------------------------------------------------------|
 LF1382
 LF1382                          SUPERSEDED SURVEY CONTROL
 LF1382
 LF1382  NAD 83(1986)-  40 00 01.90612(N)    095 45 50.66427(W) AD(       ) 1
 LF1382  NAD 27      -  40 00 01.90100(N)    095 45 49.70800(W) AD(       ) 1
 LF1382
 LF1382.Superseded values are not recommended for survey control.
 LF1382
 LF1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1382.See file dsdata.pdf to determine how the superseded data were derived.
 LF1382
 LF1382_MARKER: DS = TRIANGULATION STATION DISK
 LF1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1382_STAMPING: LITTLE 1934
 LF1382_MARK LOGO: CGS
 LF1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1382+STABILITY: SURFACE MOTION
 LF1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1382+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2012
 LF1382
 LF1382  HISTORY     - Date     Condition        Report By
 LF1382  HISTORY     - 1934     MONUMENTED       CGS
 LF1382  HISTORY     - 1945     GOOD             CGS
 LF1382  HISTORY     - 20120116 GOOD             NEDR
 LF1382
 LF1382                          STATION DESCRIPTION
 LF1382
 LF1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1382'STATION IS LOCATED ABOUT 9 MILES N AND E OF SABETHA, KANSAS, AND
 LF1382'11 MILES S AND E OF DAWSON, IN SW 1/4 SE. 32, T. 1 N., R. 15 E.
 LF1382'
 LF1382'TO REACH FROM SABETHA, GO N ON U.S. HIGHWAY 75 FROM THE CENTER
 LF1382'OF TOWN 7 MILES TO BOUNDARY ROAD (END OF PAVEMENT), THENCE E 2.15
 LF1382'MILES TO TOP OF RISE AND STATION.  MARK IS 25 FEET N OF CENTER
 LF1382'LINE OF BOUNDARY ROAD, 58 FEET N OF 12-INCH COTTONWOOD TREE
 LF1382'(TRIANGULAR-BLAZED), AND IN E-W HEDGE FENCE WHICH SEPARATES ROAD
 LF1382'FROM CULTIVATED FIELD.
 LF1382'
 LF1382'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF1382'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1382'
 LF1382'REFERENCE MARK 1 IS 38.945 METERS (127.77 FEET) SE OF STATION
 LF1382'ON OPPOSITE SIDE, 25 FEET S OF BOUNDARY ROAD, AND 5 FEET N OF S
 LF1382'RIGHT-OF-WAY FENCE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 LF1382'CONCRETE POST.
 LF1382'
 LF1382'REFERENCE MARK 2 IS 26.450 METERS (86.78 FEET) SW OF STATION ON
 LF1382'OPPOSITE SIDE, 25 FEET S OF BOUNDARY ROAD, AND 8.5 FEET N OF S
 LF1382'RIGHT-OF-WAY FENCE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 LF1382'A CONCRETE POST.
 LF1382'
 LF1382'AZIMUTH MARK IS 0.3 MILE NE OF STATION.  IT IS REACHED BY GOING
 LF1382'E FROM STATION 0.2 MILE, THENCE N 0.2 MILE TO GATE IN W FENCE.
 LF1382'MARK IS SET ABOUT 95 PACES W OF GATE SET IN E-W FENCE LINE AND
 LF1382'8 FEET E OF W FENCE CORNER.  IT IS A BRONZE DISK SET IN TOP
 LF1382'OF A CONCRETE POST.
 LF1382'
 LF1382'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1382
 LF1382                          STATION RECOVERY (1945)
 LF1382
 LF1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1382'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  ALL MARKS
 LF1382'WERE FOUND TO BE IN GOOD CONDITION.  ALL DISTANCES TO THE REFERENCE
 LF1382'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE COMPLETE
 LF1382'DESCRIPTION FOLLOWS-
 LF1382'
 LF1382'STATION IS LOCATED ABOUT 9 MILES NE OF SABETHA, KANSAS, AND 11
 LF1382'MILES SE OF DAWSON, ON THE N SIDE OF KANSAS-NEBRASKA STATE LINE
 LF1382'ROAD.  IT IS 25 FEET N OF THE APPROXIMATE CENTER OF THE ROAD,
 LF1382'58 FEET N OF A TRIANGULAR BLAZE ON AN 18-INCH COTTONWOOD, AND 3
 LF1382'FEET E OF A STANDARD WITNESS POST.  THE DISK IS STAMPED LITTLE
 LF1382'1934 AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 LF1382'
 LF1382'THE STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 LF1382'BRONZE DISKS SET IN CONCRETE.
 LF1382'
 LF1382'REFERENCE MARK 1 IS 38.945 METERS (127.77 FEET) SE OF THE
 LF1382'STATION, ON THE KANSAS SIDE OF THE ROAD.  IT IS 25 FEET S OF
 LF1382'THE APPROXIMATE CENTER OF THE ROAD AND 7 FEET N OF THE S
 LF1382'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED LITTLE NO 1 1934
 LF1382'AND PROJECTS ABOUT 4 INCHES.
 LF1382'
 LF1382'REFERENCE MARK 2 IS 26.450 METERS (86.78 FEET) SW OF THE
 LF1382'STATION, ON THE KANSAS SIDE OF THE ROAD.  IT IS 25 FEET S OF
 LF1382'THE APPROXIMATE CENTER OF THE ROAD AND 8.5 FEET N OF THE S
 LF1382'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED LITTLE NO 2 1934
 LF1382'AND PROJECTS ABOUT 4 INCHES.
 LF1382'
 LF1382'AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, ON LAND OWNED
 LF1382'BY J.O. LITTLE.  IT IS 72.5 FEET W OF A FENCE CORNER AND 156 FEET
 LF1382'W OF THE APPROXIMATE CENTER OF THE LANE.  THE DISK IS STAMPED
 LF1382'LITTLE AZI 1934 AND IS FLUSH WITH THE GROUND.
 LF1382'
 LF1382'TO REACH THE STATION FROM DAWSON, GO S ON U.S. HIGHWAY 75 FOR
 LF1382'10 MILES TO KANSAS-NEBRASKA STATE LINE ROAD, TURN LEFT AND GO
 LF1382'E ON STATE LINE ROAD FOR 2.2 MILES TO THE STATION ON THE LEFT.
 LF1382'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A LANE LEADING TO THE
 LF1382'LITTLE FARM, TURN LEFT INTO LANE AND GO 0.2 MILE TO A GATE JUST
 LF1382'BEFORE REACHING THE LITTLE HOUSE AND THE AZIMUTH MARK ON THE
 LF1382'LEFT.
 LF1382'
 LF1382'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1382
 LF1382                          STATION RECOVERY (2012)
 LF1382
 LF1382'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (GAT)
 LF1382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1230 ***********************************************************************
 LG1230  SACS        -  This is a Secondary Airport Control Station.
 LG1230  DESIGNATION -  LITTLE BLUE
 LG1230  PID         -  LG1230
 LG1230  STATE/COUNTY-  NE/THAYER
 LG1230  COUNTRY     -  US
 LG1230  USGS QUAD   -  HEBRON (2017)
 LG1230
 LG1230                         *CURRENT SURVEY CONTROL
 LG1230  ______________________________________________________________________
 LG1230* NAD 83(2011) POSITION- 40 09 04.73884(N) 097 35 08.66146(W)   ADJUSTED
 LG1230* NAD 83(2011) ELLIP HT-   419.311 (meters)        (06/27/12)   ADJUSTED
 LG1230* NAD 83(2011) EPOCH   -  2010.00
 LG1230* NAVD 88 ORTHO HEIGHT -   446.00  (meters)     1463.3   (feet) GPS OBS
 LG1230  ______________________________________________________________________
 LG1230  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1230  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 LG1230  NAD 83(2011) X  -   -644,499.130 (meters)                     COMP
 LG1230  NAD 83(2011) Y  - -4,839,484.246 (meters)                     COMP
 LG1230  NAD 83(2011) Z  -  4,091,112.424 (meters)                     COMP
 LG1230  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LG1230
 LG1230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1230  Standards:
 LG1230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1230  -------------------------------------------------------------------
 LG1230  NETWORK    0.38   0.82           0.18   0.12   0.42     -0.05766443
 LG1230  -------------------------------------------------------------------
 LG1230  Click here for local accuracies and other accuracy information.
 LG1230
 LG1230.This mark is at Hebron Municipal Airport (HJH)
 LG1230
 LG1230.The horizontal coordinates were established by GPS observations
 LG1230.and adjusted by the National Geodetic Survey in June 2012.
 LG1230
 LG1230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1230.been affixed to the stable North American tectonic plate. See 
 LG1230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1230
 LG1230.The horizontal coordinates are valid at the epoch date displayed above
 LG1230.which is a decimal equivalence of Year/Month/Day.
 LG1230
 LG1230.The orthometric height was determined by GPS observations and a
 LG1230.high-resolution geoid model.
 LG1230
 LG1230.GPS derived orthometric heights for airport stations designated as
 LG1230.PACS or SACS are published to 2 decimal places.  This maintains
 LG1230.centimeter relative accuracy between the PACS and SACS.  It does
 LG1230.not indicate centimeter accuracy relative to other marks which are
 LG1230.part of the published vertical control network.
 LG1230
 LG1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1230.GEOID18 height accuracy estimate available here.
 LG1230
 LG1230.Click photographs - Photos may exist for this station.
 LG1230
 LG1230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1230
 LG1230.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1230
 LG1230.The ellipsoidal height was determined by GPS observations
 LG1230.and is referenced to NAD 83.
 LG1230
 LG1230. The following values were computed from the NAD 83(2011) position.
 LG1230
 LG1230;                    North         East     Units Scale Factor Converg.
 LG1230;SPC NE       -    38,178.951   705,667.152   MT  0.99993503   +1 35 59.7
 LG1230;SPC NE       -   125,258.78  2,315,176.31   sFT  0.99993503   +1 35 59.7
 LG1230;UTM  14      - 4,445,510.777   620,456.066   MT  0.99977862   +0 54 43.3
 LG1230
 LG1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1230!SPC NE       -   0.99993422  x   0.99993503  =   0.99986926
 LG1230!UTM  14      -   0.99993422  x   0.99977862  =   0.99971286
 LG1230
 LG1230:                Primary Azimuth Mark                     Grid Az
 LG1230:SPC NE       -  LITTLE BLUE AZ MK                        306 10 01.7
 LG1230:UTM  14      -  LITTLE BLUE AZ MK                        306 51 18.1
 LG1230
 LG1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2045645510(NAD 83)
 LG1230
 LG1230|---------------------------------------------------------------------|
 LG1230| PID    Reference Object                     Distance      Geod. Az  |
 LG1230|                                                           dddmmss.s |
 LG1230| LG1231 LITTLE BLUE AZ MK                   APPROX. 0.7 KM 3074601.4 |
 LG1230|---------------------------------------------------------------------|
 LG1230
 LG1230                          SUPERSEDED SURVEY CONTROL
 LG1230
 LG1230  NAD 83(2007)-  40 09 04.73880(N)    097 35 08.66209(W) AD(2002.00) 0
 LG1230  ELLIP H (02/10/07)  419.332  (m)                       GP(2002.00)    
 LG1230  ELLIP H (01/02/02)  419.305  (m)                       GP(       ) 4 1
 LG1230  NAD 83(1995)-  40 09 04.73857(N)    097 35 08.66128(W) AD(       ) 1
 LG1230  ELLIP H (09/17/98)  419.381  (m)                       GP(       ) 4 1
 LG1230  NAD 83(1995)-  40 09 04.73793(N)    097 35 08.66228(W) AD(       ) 1
 LG1230  ELLIP H (08/18/97)  419.333  (m)                       GP(       ) 4 1
 LG1230  NAD 83(1986)-  40 09 04.74490(N)    097 35 08.65958(W) AD(       ) 1
 LG1230  NGVD 29 (02/23/90)  445.76   (m)  RAPSU86  model used  GPS OBS        
 LG1230
 LG1230.Superseded values are not recommended for survey control.
 LG1230
 LG1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1230.See file dsdata.pdf to determine how the superseded data were derived.
 LG1230
 LG1230_MARKER: I = METAL ROD
 LG1230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1230_STAMPING: LITTLE BLUE 1989
 LG1230_MARK LOGO: NGS
 LG1230_PROJECTION: FLUSH
 LG1230_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1230+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1997
 LG1230_ROD/PIPE-DEPTH: 13.3 meters
 LG1230_SLEEVE-DEPTH  : 0.95 meters
 LG1230
 LG1230  HISTORY     - Date     Condition        Report By
 LG1230  HISTORY     - 1989     MONUMENTED       NGS
 LG1230  HISTORY     - 19900915 GOOD             NGS
 LG1230  HISTORY     - 19950515 GOOD             NGS
 LG1230  HISTORY     - 19970527 GOOD             NGS
 LG1230
 LG1230                          STATION DESCRIPTION
 LG1230
 LG1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1230'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF HEBRON, AT THE
 LG1230'HEBRON MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND RUNWAY 12-30.
 LG1230'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON, NEBRASKA 68370.
 LG1230'THE AIRPORT AUTHORITY PRESIDENT IS LAVON BOHLING, TELEPHONE
 LG1230'402-768-7286.  OTHER MEMBERS ARE DUANE VORDERFTRASSE AT 402-768-7155
 LG1230'OR RAYMOND MEITH AT 402-768-6231.
 LG1230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 136,
 LG1230'ABOUT 2.4 KM (1.50 MI) SOUTH-SOUTHEAST OF HEBRON, GO WEST ON U.S.
 LG1230'HIGHWAYS 81 AND 136 FOR 0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON
 LG1230'THE RIGHT. TURN RIGHT AND GO NORTH FOR 0.25 KM (0.15 MI) TO THE OFFICE
 LG1230'AND HANGAR ON THE LEFT.  BEAR LEFT AND GO NORTHWEST ON AN APRON, THEN
 LG1230'A RAMP FOR 0.25 KM (0.15 MI) TO RUNWAY 12-30 AND THE STATION ON THE
 LG1230'RIGHT.
 LG1230'THE STATION MARK IS SET 18.0 M (59.1 FT) EAST-SOUTHEAST OF THE
 LG1230'APPROXIMATE RAMP CENTER, 16.6 M (54.5 FT) SOUTH-SOUTHWEST OF THE
 LG1230'RUNWAY CENTERLINE AND 9.4 M (30.8 FT) SOUTH OF THE CURVED PAVEMENT
 LG1230'EDGE AND ON LINE WITH 2 RAMP LIGHTS.
 LG1230'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1230'DESCRIBED BY R.D. BALL.
 LG1230
 LG1230                          STATION RECOVERY (1990)
 LG1230
 LG1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1230'THE STATION IS LOCATED ON HEBRON MUNI AIRPORT NEXT TO THE TAXIWAY
 LG1230'LEADING FROM THE RAMP.  THE STATION IS 62.5 FT (19.1 M) SOUTHEAST OF
 LG1230'THE TAXIWAY CENTERLINE, 26.7 FT (8.1 M) SOUTHEAST OF THE FIRST TXY LT
 LG1230'SOUTHWEST OF THE RUNWAY AND ALONG THE TAXIWAY, 6.7 FT (2.0 M)
 LG1230'SOUTHWEST OF THE SOUTHWESTERLY OF TWO TAXIWAY LIGHTS, 54.0 FT (16.5 M)
 LG1230'SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, AND 37.8 FT (11.5 M)
 LG1230'NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH EAST OF THE TAXIWAY/RUNWAY
 LG1230'INTERSECTION.  THE STATION IS A STAINLESS STEEL ROD SET IN THE CENTER
 LG1230'OF A 5 INCH LOGO CAP, WHICH IS STAMPED LITTLE BLUE 1989 AND IS
 LG1230'RECESSED BENEATH THE CAP 0.2 FT (6.1 CM) NOTE, 1-METER PVC SLEEVE
 LG1230'AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1230
 LG1230                          STATION RECOVERY (1995)
 LG1230
 LG1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1230'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GILEAD, 1.0 MI
 LG1230'(1.6 KM) SOUTH OF HEBRON AND AT THE HEBRON MUNICIPAL AIRPORT.
 LG1230'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON NE 68370,
 LG1230'MANAGER, RAYMOND MIETH, PHONE (308) 768-6231.  TO REACH THE STATION
 LG1230'FROM THE JUNCTION OF U.S. HIGHWAYS 81 NORTH AND 136 SOUTH OF HEBRON),
 LG1230'GO WEST ON U.S. HIGHWAYS 81/136 FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD
 LG1230'RIGHT, TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.15
 LG1230'MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTHEAST THEN
 LG1230'NORTH-NORTHWEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A CONNECTOR
 LG1230'TAXIWAY RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON THE CONNECTOR
 LG1230'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AHEAD AND THE STATION ON
 LG1230'THE RIGHT.  THE STATION IS 64.7 FT (19.7 M) EAST-SOUTHEAST OF THE
 LG1230'CONNECTOR TAXIWAY CENTER, 54.3 FT (16.6 M) SOUTH-SOUTHWEST OF THE
 LG1230'RUNWAY CENTER, 37.7 FT (11.5 M) WEST OF THE FIRST RUNWAY LIGHT
 LG1230'SOUTHEAST OF THE TAXIWAY AND ON LINE AND 6.3 FT (1.9 M)
 LG1230'SOUTH-SOUTHWEST OF THE MOST SOUTHERLY OF A PAIR OF TAXIWAY LIGHTS.
 LG1230'THIS STATION TO BE USED AS SACS.
 LG1230
 LG1230                          STATION RECOVERY (1997)
 LG1230
 LG1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1230'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1231 ***********************************************************************
 LG1231  SACS        -  This is a Secondary Airport Control Station.
 LG1231  DESIGNATION -  LITTLE BLUE AZ MK
 LG1231  PID         -  LG1231
 LG1231  STATE/COUNTY-  NE/THAYER
 LG1231  COUNTRY     -  US
 LG1231  USGS QUAD   -  HEBRON (2017)
 LG1231
 LG1231                         *CURRENT SURVEY CONTROL
 LG1231  ______________________________________________________________________
 LG1231* NAD 83(2011) POSITION- 40 09 18.06545(N) 097 35 31.07966(W)   ADJUSTED
 LG1231* NAD 83(2011) ELLIP HT-   418.367 (meters)        (06/27/12)   ADJUSTED
 LG1231* NAD 83(2011) EPOCH   -  2010.00
 LG1231* NAVD 88 ORTHO HEIGHT -   445.06  (meters)     1460.2   (feet) GPS OBS
 LG1231  ______________________________________________________________________
 LG1231  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1231  GEOID HEIGHT    -        -26.692 (meters)                     GEOID18
 LG1231  NAD 83(2011) X  -   -644,989.996 (meters)                     COMP
 LG1231  NAD 83(2011) Y  - -4,839,150.706 (meters)                     COMP
 LG1231  NAD 83(2011) Z  -  4,091,426.006 (meters)                     COMP
 LG1231  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 LG1231
 LG1231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1231  Standards:
 LG1231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1231  -------------------------------------------------------------------
 LG1231  NETWORK    0.40   0.82           0.19   0.12   0.42     -0.03883592
 LG1231  -------------------------------------------------------------------
 LG1231  Click here for local accuracies and other accuracy information.
 LG1231
 LG1231.This mark is at Hebron Municipal Airport (HJH)
 LG1231
 LG1231.The horizontal coordinates were established by GPS observations
 LG1231.and adjusted by the National Geodetic Survey in June 2012.
 LG1231
 LG1231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1231.been affixed to the stable North American tectonic plate. See 
 LG1231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1231
 LG1231.The horizontal coordinates are valid at the epoch date displayed above
 LG1231.which is a decimal equivalence of Year/Month/Day.
 LG1231
 LG1231.The orthometric height was determined by GPS observations and a
 LG1231.high-resolution geoid model.
 LG1231
 LG1231.GPS derived orthometric heights for airport stations designated as
 LG1231.PACS or SACS are published to 2 decimal places.  This maintains
 LG1231.centimeter relative accuracy between the PACS and SACS.  It does
 LG1231.not indicate centimeter accuracy relative to other marks which are
 LG1231.part of the published vertical control network.
 LG1231
 LG1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1231.GEOID18 height accuracy estimate available here.
 LG1231
 LG1231.Click photographs - Photos may exist for this station.
 LG1231
 LG1231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1231
 LG1231.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1231
 LG1231.The ellipsoidal height was determined by GPS observations
 LG1231.and is referenced to NAD 83.
 LG1231
 LG1231. The following values were computed from the NAD 83(2011) position.
 LG1231
 LG1231;                    North         East     Units Scale Factor Converg.
 LG1231;SPC NE       -    38,575.013   705,125.352   MT  0.99993353   +1 35 44.9
 LG1231;SPC NE       -   126,558.19  2,313,398.76   sFT  0.99993353   +1 35 44.9
 LG1231;UTM  14      - 4,445,913.251   619,919.142   MT  0.99977703   +0 54 29.1
 LG1231
 LG1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1231!SPC NE       -   0.99993437  x   0.99993353  =   0.99986791
 LG1231!UTM  14      -   0.99993437  x   0.99977703  =   0.99971142
 LG1231
 LG1231:                Primary Azimuth Mark                     Grid Az
 LG1231:SPC NE       -  LITTLE BLUE                              126 10 02.1
 LG1231:UTM  14      -  LITTLE BLUE                              126 51 17.9
 LG1231
 LG1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1991945913(NAD 83)
 LG1231
 LG1231|---------------------------------------------------------------------|
 LG1231| PID    Reference Object                     Distance      Geod. Az  |
 LG1231|                                                           dddmmss.s |
 LG1231| LG1230 LITTLE BLUE                         APPROX. 0.7 KM 1274547.0 |
 LG1231|---------------------------------------------------------------------|
 LG1231
 LG1231                          SUPERSEDED SURVEY CONTROL
 LG1231
 LG1231  NAD 83(2007)-  40 09 18.06542(N)    097 35 31.08029(W) AD(2002.00) 0
 LG1231  ELLIP H (02/10/07)  418.389  (m)                       GP(2002.00)    
 LG1231  ELLIP H (01/02/02)  418.362  (m)                       GP(       ) 4 1
 LG1231  NAD 83(1995)-  40 09 18.06518(N)    097 35 31.07948(W) AD(       ) 1
 LG1231  ELLIP H (09/17/98)  418.438  (m)                       GP(       ) 4 1
 LG1231  NAD 83(1995)-  40 09 18.06467(N)    097 35 31.08037(W) AD(       ) 3
 LG1231  ELLIP H (08/18/97)  418.386  (m)                       GP(       ) 4 1
 LG1231  NAD 83(1986)-  40 09 18.07165(N)    097 35 31.07760(W) AD(       ) 3
 LG1231  NGVD 29 (02/23/90)  444.81   (m)  RAPSU86  model used  GPS OBS        
 LG1231
 LG1231.Superseded values are not recommended for survey control.
 LG1231
 LG1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1231.See file dsdata.pdf to determine how the superseded data were derived.
 LG1231
 LG1231_MARKER: I = METAL ROD
 LG1231_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1231_STAMPING: LITTLE BLUE AZ MK 1989
 LG1231_MARK LOGO: NGS
 LG1231_PROJECTION: FLUSH
 LG1231_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1231+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1997
 LG1231_ROD/PIPE-DEPTH: 12.1 meters
 LG1231_SLEEVE-DEPTH  : 0.95 meters
 LG1231
 LG1231  HISTORY     - Date     Condition        Report By
 LG1231  HISTORY     - 1989     MONUMENTED       NGS
 LG1231  HISTORY     - 19900915 GOOD             NGS
 LG1231  HISTORY     - 19950515 GOOD             NGS
 LG1231  HISTORY     - 19970526 GOOD             NGS
 LG1231
 LG1231                          STATION DESCRIPTION
 LG1231
 LG1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1231'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF HEBRON, AT THE
 LG1231'HEBRON MUNICIPAL AIRPORT, AT THE JUNCTION OF A TURN-AROUND AND RUNWAY
 LG1231'12-30.  OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON, NEBRASKA
 LG1231'68370.  THE AIRPORT AUTHORITY PRESIDENT IS LAVON BOHLING, TELEPHONE
 LG1231'402-768-7286.  OTHER MEMBERS ARE DUANE VORDERFTRASSE AT 402-768-7155
 LG1231'AND RAYMOND MEITH AT 402-768-6231.
 LG1231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 136,
 LG1231'ABOUT 2.4 KM (1.50 MI) SOUTH-SOUTHEAST OF HEBRON, GO WEST ON U.S.
 LG1231'HIGHWAYS 81 AND 136 FOR 0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON
 LG1231'THE RIGHT. TURN RIGHT AND GO NORTH FOR 0.25 KM (0.15 MI) TO THE OFFICE
 LG1231'AND HANGAR ON THE LEFT.  BEAR LEFT AND GO NORTHWEST ON AN APRON, THEN
 LG1231'A RAMP FOR 0.25 KM (0.15 MI) TO RUNWAY 12-30.  TURN LEFT AND GO
 LG1231'NORTHWEST KEEPING TO THE SIDE OF THE RUNWAY FOR 0.64 KM (0.40 MI) TO A
 LG1231'TURN-AROUND AT RUNWAY END 12 AND THE STATION ON THE LEFT.
 LG1231'THE STATION IS 23.9 M (78.4 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 LG1231'CENTERLINE, 17.7 M (58.1 FT) SOUTHEAST OF THE TURN-AROUND CENTERLINE,
 LG1231'12.0 M (39.4 FT) SOUTHWEST OF A RUNWAY LIGHT, 10.0 M (32.8 FT) SOUTH
 LG1231'OF THE CURVED PAVEMENT EDGE AND 0.5 M (1.6 FT) NORTH-NORTHEAST OF A
 LG1231'CARSONITE WITNESS POST.
 LG1231'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1231'DESCRIBED BY R.D. BALL.
 LG1231
 LG1231                          STATION RECOVERY (1990)
 LG1231
 LG1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1231'THE STATION IS LOCATED ON THE HEBRON MUNI AIRPORT NEAR RUNWAY END 12.
 LG1231'THE STATION IS 46.0 FT (14.0 M) EAST OF THE SOUTHEAST CORNER OF A
 LG1231'CONCRETE TURNOUT/RUNUP PAD, 58.0 FT (17.7 M) FROM THE CENTER OF
 LG1231'TURNOUT AND HOLD BAR, 78.5 FT (23.9 M) SOUTHWEST OF THE CENTERLINE OF
 LG1231'THE RUNWAY, AND 39.0 FT (11.9 M) WEST OF THE FIRST RUNWAY LIGHT
 LG1231'SOUTHEAST OF THE END.  THE STATION IS A STAINLESS STEEL ROD SET IN THE
 LG1231'CENTER OF A 5 INCH LOGO CAP, WHICH IS STAMPED LITTLE BLUE AZ MK 1989
 LG1231'AND IS RECESSED 0.3 FT.  (9.1 CM) NOTE, 1-METER PVC SLEEVE AROUND ROD
 LG1231'FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1231
 LG1231                          STATION RECOVERY (1995)
 LG1231
 LG1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1231'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GILEAD, 1.0 MI
 LG1231'(1.6 KM) SOUTH OF HEBRON AND AT THE HEBRON MUNICIPAL AIRPORT.
 LG1231'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON NE 68370,
 LG1231'MANAGER, RAYMOND MIETH, PHONE (308) 768-6231.  TO REACH THE STATION
 LG1231'FROM THE JUNCTION OF U.S. HIGHWAYS 81 NORTH AND 136 SOUTH OF HEBRON),
 LG1231'GO WEST ON U.S. HIGHWAYS 81/136 FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD
 LG1231'RIGHT, TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.15
 LG1231'MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTHEAST THEN
 LG1231'NORTH-NORTHWEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A CONNECTOR
 LG1231'TAXIWAY RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON THE CONNECTOR
 LG1231'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN LEFT AND GO
 LG1231'WEST-NORTHWEST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE TURNAROUND AND
 LG1231'THE STATION ON THE LEFT.  THE STATION IS 78.7 FT (24.0 M)
 LG1231'SOUTH-SOUTHWEST OF THE RUNWAY CENTER, 30.7 FT (9.4 M) EAST-SOUTHEAST
 LG1231'OF THE EAST-SOUTHEAST EDGE OF THE CONCRETE TURNAROUND AT THE HOLD BAR
 LG1231'AND 39.2 FT (11.9 M) SOUTHWEST OF A RUNWAY LIGHT.  THIS STATION TO BE
 LG1231'USED AS SACS.
 LG1231
 LG1231                          STATION RECOVERY (1997)
 LG1231
 LG1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1231'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0452 ***********************************************************************
 LG0452  DESIGNATION -  LL 209
 LG0452  PID         -  LG0452
 LG0452  STATE/COUNTY-  NE/SALINE
 LG0452  COUNTRY     -  US
 LG0452  USGS QUAD   -  FRIEND (2017)
 LG0452
 LG0452                         *CURRENT SURVEY CONTROL
 LG0452  ______________________________________________________________________
 LG0452* NAD 83(1986) POSITION- 40 38 25.88   (N) 097 22 06.05   (W)   HD_HELD1
 LG0452* NAVD 88 ORTHO HEIGHT -   478.605 (meters)     1570.22  (feet) ADJUSTED
 LG0452  ______________________________________________________________________
 LG0452  GEOID HEIGHT    -        -26.840 (meters)                     GEOID18
 LG0452  DYNAMIC HEIGHT  -        478.343 (meters)     1569.36  (feet) COMP
 LG0452  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LG0452
 LG0452  VERT ORDER      -  FIRST     CLASS II
 LG0452
 LG0452.The horizontal coordinates were determined by differentially corrected
 LG0452.hand held GPS observations or other comparable positioning techniques
 LG0452.and have an estimated accuracy of +/- 3 meters.
 LG0452
 LG0452.The orthometric height was determined by differential leveling and
 LG0452.adjusted by the NATIONAL GEODETIC SURVEY
 LG0452.in June 1991.
 LG0452
 LG0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0452.GEOID18 height accuracy estimate available here.
 LG0452
 LG0452.Click photographs - Photos may exist for this station.
 LG0452
 LG0452.The dynamic height is computed by dividing the NAVD 88
 LG0452.geopotential number by the normal gravity value computed on the
 LG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0452.degrees latitude (g = 980.6199 gals.).
 LG0452
 LG0452.The modeled gravity was interpolated from observed gravity values.
 LG0452
 LG0452;                    North         East    Units  Estimated Accuracy
 LG0452;SPC NE       -    93,008.4     722,528.0     MT  (+/- 3 meters HH1 GPS) 
 LG0452
 LG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3797000132(NAD 83)
 LG0452
 LG0452                          SUPERSEDED SURVEY CONTROL
 LG0452
 LG0452  NGVD 29 (??/??/92)  478.441  (m)         1569.69   (f) ADJ UNCH    1 2
 LG0452
 LG0452.Superseded values are not recommended for survey control.
 LG0452
 LG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0452.See file dsdata.pdf to determine how the superseded data were derived.
 LG0452
 LG0452_MARKER: DB = BENCH MARK DISK
 LG0452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0452_SP_SET: CULVERT HEADWALL
 LG0452_STAMPING: LL 209 1940
 LG0452_MARK LOGO: CGS
 LG0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0452+STABILITY: SURFACE MOTION
 LG0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0452+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2020
 LG0452
 LG0452  HISTORY     - Date     Condition        Report By
 LG0452  HISTORY     - 1940     MONUMENTED       CGS
 LG0452  HISTORY     - 19911009 GOOD             NGS
 LG0452  HISTORY     - 20200323 GOOD             NEGS
 LG0452
 LG0452                          STATION DESCRIPTION
 LG0452
 LG0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0452'4 MI W FROM FRIEND.
 LG0452'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0452'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.7 MILE SOUTH ALONG
 LG0452'THE SALINE-FILLMORE COUNTY-LINE ROAD, AT A DIRT-ROAD INTERSECTION,
 LG0452'20 FEET SOUTH OF THE CENTERLINE OF THE COUNTY-LINE ROAD, 21 FEET
 LG0452'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 10 FEET NORTH OF A
 LG0452'FENCE CORNER, AT A CONCRETE CULVERT AND IN THE TOP OF THE
 LG0452'SOUTHEAST HEADWALL.  A STANDARD DISK, STAMPED LL 209 1940.
 LG0452
 LG0452                          STATION RECOVERY (1991)
 LG0452
 LG0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0452'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0452'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.0 KM (0.60 MI) SOUTHERLY
 LG0452'ALONG A GRAVELED ROAD, AT THE FILLMORE-SALINE COUNTY LINE, IN TOP OF
 LG0452'AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 LG0452'HEADWALL OF A CULVERT, 6.8 M (22.3 FT) SOUTH OF THE CENTER OF A
 LG0452'GRAVELED ROAD, 5.8 M (19.0 FT) EAST OF THE ROAD CENTER, AND 0.6 M
 LG0452'(2.0 FT) BELOW THE LEVEL OF THE ROADS.
 LG0452
 LG0452                          STATION RECOVERY (2020)
 LG0452
 LG0452'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0452'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND MAIN STREET IN
 LG0452'FRIEND NE., GO WEST APPROXIMATELY 4.25 MI (6.84 KM) TO COUNTY ROAD
 LG0452'100.  TURN LEFT (SOUTH) AND GO APPROXIMATELY 0.65 MI (1.05 KM) TO
 LG0452'COUNTY ROAD E.
 LG0452'
 LG0452'THE MARK IS IN THE SOUTHEAST CORNER OF THE INTERSECTION, 1.1 FT (0.3
 LG0452'M) WEST OF A FIBERGLASS WITNESS POST, 18.5 FT (5.6 M) EAST OF THE
 LG0452'CENTERLINE OF COUNTY ROAD 100 AND 22.0 FT (6.7 M) SOUTH OF THE
 LG0452'CENTERLINE OF COUNTY ROAD E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0004 ***********************************************************************
 LH0004  DESIGNATION -  LL 250
 LH0004  PID         -  LH0004
 LH0004  STATE/COUNTY-  NE/ADAMS
 LH0004  COUNTRY     -  US
 LH0004  USGS QUAD   -  HASTINGS WEST (2017)
 LH0004
 LH0004                         *CURRENT SURVEY CONTROL
 LH0004  ______________________________________________________________________
 LH0004* NAD 83(1986) POSITION- 40 33 10.     (N) 098 24 55.     (W)   SCALED
 LH0004* NAVD 88 ORTHO HEIGHT -   583.249 (meters)     1913.54  (feet) ADJUSTED
 LH0004  ______________________________________________________________________
 LH0004  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 LH0004  DYNAMIC HEIGHT  -        582.921 (meters)     1912.47  (feet) COMP
 LH0004  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 LH0004
 LH0004  VERT ORDER      -  FIRST     CLASS II
 LH0004
 LH0004.The horizontal coordinates were scaled from a map and have
 LH0004.an estimated accuracy of +/- 6 seconds.
 LH0004
 LH0004.The orthometric height was determined by differential leveling and
 LH0004.adjusted by the NATIONAL GEODETIC SURVEY
 LH0004.in June 1991.
 LH0004
 LH0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0004.GEOID18 height accuracy estimate available here.
 LH0004
 LH0004.Click photographs - Photos may exist for this station.
 LH0004
 LH0004.The dynamic height is computed by dividing the NAVD 88
 LH0004.geopotential number by the normal gravity value computed on the
 LH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0004.degrees latitude (g = 980.6199 gals.).
 LH0004
 LH0004.The modeled gravity was interpolated from observed gravity values.
 LH0004
 LH0004;                    North         East    Units  Estimated Accuracy
 LH0004;SPC NE       -    81,110.      634,190.      MT  (+/- 180 meters Scaled)
 LH0004
 LH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK495892(NAD 83)
 LH0004
 LH0004                          SUPERSEDED SURVEY CONTROL
 LH0004
 LH0004  NGVD 29 (??/??/92)  583.019  (m)         1912.79   (f) ADJ UNCH    1 2
 LH0004
 LH0004.Superseded values are not recommended for survey control.
 LH0004
 LH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0004.See file dsdata.pdf to determine how the superseded data were derived.
 LH0004
 LH0004_MARKER: DB = BENCH MARK DISK
 LH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0004_STAMPING: LL 250 1947
 LH0004_MARK LOGO: CGS
 LH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0004+STABILITY: SURFACE MOTION
 LH0004
 LH0004  HISTORY     - Date     Condition        Report By
 LH0004  HISTORY     - 1947     MONUMENTED       CGS
 LH0004
 LH0004                          STATION DESCRIPTION
 LH0004
 LH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0004'3.1 MI S FROM HASTINGS.
 LH0004'3.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0004'FROM THE STATION AT HASTINGS, IN THE SOUTHEAST QUARTER OF A
 LH0004'ROAD CROSSING, 104.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0004'45.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 1.5 FEET WEST OF
 LH0004'A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 LH0004'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4092 ***********************************************************************
 AB4092  CBN         -  This is a Cooperative Base Network Control Station.
 AB4092  PACS        -  This is a Primary Airport Control Station.
 AB4092  DESIGNATION -  LNK A
 AB4092  PID         -  AB4092
 AB4092  STATE/COUNTY-  NE/LANCASTER
 AB4092  COUNTRY     -  US
 AB4092  USGS QUAD   -  EMERALD (2017)
 AB4092
 AB4092                         *CURRENT SURVEY CONTROL
 AB4092  ______________________________________________________________________
 AB4092* NAD 83(2011) POSITION- 40 51 13.14491(N) 096 45 49.55668(W)   ADJUSTED
 AB4092* NAD 83(2011) ELLIP HT-   334.974 (meters)        (06/27/12)   ADJUSTED
 AB4092* NAD 83(2011) EPOCH   -  2010.00
 AB4092* NAVD 88 ORTHO HEIGHT -   361.25  (meters)     1185.2   (feet) GPS OBS
 AB4092  ______________________________________________________________________
 AB4092  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4092  GEOID HEIGHT    -        -26.235 (meters)                     GEOID93
 AB4092  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 AB4092  NAD 83(2011) X  -   -569,033.645 (meters)                     COMP
 AB4092  NAD 83(2011) Y  - -4,797,864.963 (meters)                     COMP
 AB4092  NAD 83(2011) Z  -  4,150,362.885 (meters)                     COMP
 AB4092  LAPLACE CORR    -          5.86  (seconds)                    DEFLEC18
 AB4092
 AB4092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4092  Standards:
 AB4092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4092  -------------------------------------------------------------------
 AB4092  NETWORK    0.42   1.16           0.20   0.12   0.59      0.02220882
 AB4092  -------------------------------------------------------------------
 AB4092  Click here for local accuracies and other accuracy information.
 AB4092
 AB4092.This mark is at Lincoln Municipal Airport (LNK)
 AB4092
 AB4092.The horizontal coordinates were established by GPS observations
 AB4092.and adjusted by the National Geodetic Survey in June 2012.
 AB4092
 AB4092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4092.been affixed to the stable North American tectonic plate. See 
 AB4092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4092
 AB4092.The horizontal coordinates are valid at the epoch date displayed above
 AB4092.which is a decimal equivalence of Year/Month/Day.
 AB4092
 AB4092.The orthometric height was determined by GPS observations and a
 AB4092.high-resolution geoid model.
 AB4092
 AB4092.GPS derived orthometric heights for airport stations designated as
 AB4092.PACS or SACS are published to 2 decimal places.  This maintains
 AB4092.centimeter relative accuracy between the PACS and SACS.  It does
 AB4092.not indicate centimeter accuracy relative to other marks which are
 AB4092.part of the published vertical control network.
 AB4092
 AB4092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4092.GEOID18 height accuracy estimate available here.
 AB4092
 AB4092.Click photographs - Photos may exist for this station.
 AB4092
 AB4092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4092
 AB4092.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4092
 AB4092.The ellipsoidal height was determined by GPS observations
 AB4092.and is referenced to NAD 83.
 AB4092
 AB4092. The following values were computed from the NAD 83(2011) position.
 AB4092
 AB4092;                    North         East     Units Scale Factor Converg.
 AB4092;SPC NE       -   118,388.386   772,743.220   MT  0.99972291   +2 08 40.7
 AB4092;SPC NE       -   388,412.56  2,535,241.71   sFT  0.99972291   +2 08 40.7
 AB4092;UTM  14      - 4,524,917.997   688,493.099   MT  1.00003732   +1 27 47.6
 AB4092
 AB4092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4092!SPC NE       -   0.99994746  x   0.99972291  =   0.99967038
 AB4092!UTM  14      -   0.99994746  x   1.00003732  =   0.99998478
 AB4092
 AB4092:                Primary Azimuth Mark                     Grid Az
 AB4092:SPC NE       -  LNK AP STA A2                            001 53 55.3
 AB4092:UTM  14      -  LNK AP STA A2                            002 34 48.4
 AB4092
 AB4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8849324917(NAD 83)
 AB4092
 AB4092|---------------------------------------------------------------------|
 AB4092| PID    Reference Object                     Distance      Geod. Az  |
 AB4092|                                                           dddmmss.s |
 AB4092| AB4142 LNK AP STA A2                       APPROX. 1.1 KM 0040236.0 |
 AB4092|---------------------------------------------------------------------|
 AB4092
 AB4092                          SUPERSEDED SURVEY CONTROL
 AB4092
 AB4092  NAD 83(2007)-  40 51 13.14490(N)    096 45 49.55723(W) AD(2002.00) 0
 AB4092  ELLIP H (02/10/07)  334.995  (m)                       GP(2002.00)    
 AB4092  ELLIP H (09/24/01)  334.970  (m)                       GP(       ) 4 1
 AB4092  NAD 83(1995)-  40 51 13.14485(N)    096 45 49.55658(W) AD(       ) B
 AB4092  ELLIP H (06/25/96)  335.051  (m)                       GP(       ) 1 1
 AB4092
 AB4092.Superseded values are not recommended for survey control.
 AB4092
 AB4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4092.See file dsdata.pdf to determine how the superseded data were derived.
 AB4092
 AB4092_MARKER: I = METAL ROD
 AB4092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4092_STAMPING: LNK A 1995
 AB4092_MARK LOGO: NGS
 AB4092_PROJECTION: FLUSH
 AB4092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4092+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 AB4092_ROD/PIPE-DEPTH: 15.8 meters
 AB4092_SLEEVE-DEPTH  : 1 meters
 AB4092
 AB4092  HISTORY     - Date     Condition        Report By
 AB4092  HISTORY     - 1995     MONUMENTED       NGS
 AB4092  HISTORY     - 19970725 GOOD             NGS
 AB4092  HISTORY     - 20040901 GOOD             NDA
 AB4092  HISTORY     - 20081208 GOOD             HWSCON
 AB4092
 AB4092                          STATION DESCRIPTION
 AB4092
 AB4092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4092'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF LINCOLN AT
 AB4092'THE LINCOLN MUNICIPAL AIRPORT, SET TO THE EAST AND IN LINE WITH THE
 AB4092'NORTH WALL OF A BUILDING KNOWN AS THE WEST ELECTRICAL VAULT.
 AB4092'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501.
 AB4092'AIRPORT MANAGER, WAYNE ANDERSON, PHONE (402) 474-2770.  CONTACT BOB
 AB4092'MCNALLY OR DAVE TONNIGES, AIRPORT MAINTENANCE, AT PHONE (402)
 AB4092'470-3480.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4092'HIGHWAY 80 AND NORTHWEST 48TH STREET (EXIT 396) ON THE WEST SIDE OF
 AB4092'LINCOLN, GO NORTH ON NORTHWEST 48TH STREET FOR 2.65 MI (4.26 KM) TO A
 AB4092'PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON AIR PARK ROAD FOR 0.6 MI
 AB4092'(1.0 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON NORTHWEST 38TH
 AB4092'STREET FOR 0.4 MI (0.6 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST
 AB4092'ON WEST LUKE STREET FOR 0.15 MI (0.24 KM) TO A SECURITY GATE AHEAD,
 AB4092'PASS THROUGH GATE BEAR LEFT AND GO NORTHEAST ON THE APRON FOR 0.3 MI
 AB4092'(0.5 KM) TO THE WEST ELECTRICAL VAULT BUILDING AHEAD, BEAR RIGHT AND
 AB4092'GO EAST ON THE CONCRETE ACCESS DRIVEWAY, THEN ACROSS THE GRASS FOR
 AB4092'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS 321.5 FT
 AB4092'(98.0 M) EAST OF THE NORTHEAST CORNER OF THE ELECTRICAL VAULT
 AB4092'BUILDING, 192.0 FT (58.5 M) EAST-NORTHEAST OF A LARGE ELECTRIC BOX,
 AB4092'191.0 FT (58.2 M) EAST-SOUTHEAST OF A SMALL ELECTRICAL BOX, 1.5 FT
 AB4092'(0.5 M) NORTH OF A WITNESS POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 AB4092'POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4092'PRIMARY AIRPORT CONTROL STATION.
 AB4092
 AB4092                          STATION RECOVERY (1997)
 AB4092
 AB4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) .  RECOVERED
 AB4092'IN GOOD CONDITION WITH UPDATED DESCRIPION AS FOLLOWS.  THE STATION IS
 AB4092'LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE LINCOLN
 AB4092'MUNICIPAL AIRPORT, EAST OF AND IN LINE WITH THE NORTH WALL OF A
 AB4092'BUILDING KNOWN AS THE WEST ELECTRICAL VAULT.  OWNERSHIP--LINCOLN
 AB4092'AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501.  FOR ACCESS TO THE
 AB4092'STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS,
 AB4092'PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE STATION FROM
 AB4092'THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77
 AB4092'WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH FROM STATE HIGHWAY
 AB4092'6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34
 AB4092'PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL
 AB4092'OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH
 AB4092'GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET,
 AB4092'FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH
 AB4092'STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF
 AB4092'4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR
 AB4092'0.4 KM (0.25 MI) TO A GATE (GATE 38) AHEAD AND AIRPORT MAINTAINANCE ON
 AB4092'RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.2 MI (0.3 KM) TO
 AB4092'THE EAST SIDE OF THE WEST RAMP AT A TAXIWAY (G) .  TURN LEFT AND GO
 AB4092'NORTH FOR 0.3 MI (0.5 KM) TO A CONCRETE DRIVE RIGHT ON THE SOUTH SIDE
 AB4092'OF THE MASONRY BLOCK WEST ELECTRICAL VAULT BUILDING.  TURN RIGHT AND
 AB4092'GO 0.05 MI (0.08 KM) THROUGH OPEN FIELD TO THE STATION ON LEFT. THE
 AB4092'MARK IS A PUNCH AT TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AB4092'REFUSAL AT A RECORD DEPTH OF 15.8 M (51.8 FT) RECESSED 9 CM BELOW THE
 AB4092'LOGO CAP IN A 2.5 CM (1 IN) GREASE FILLED NON-FLUTED PLASTIC SLEEVE
 AB4092'0.9 M (3.0 FT) LONG ENCASED IN A 12.5 CM DIA PVC PIPE WITH NGS LOGO
 AB4092'CAP SURROUNDED BY CONCRETE.  THE CONCRETE AND LOGO CAP ARE FLUSH WITH
 AB4092'THE GROUND.  THE STATION IS LOCATED 30.0 M (98.4 FT) NORTH FROM A LINE
 AB4092'THROUGH THE 9 THOUSAND FEET REMAINING SIGNS FOR RUNWAY 17R.  ALL OTHER
 AB4092'RECORD TIES ARE ADEQUATE.
 AB4092
 AB4092                          STATION RECOVERY (2004)
 AB4092
 AB4092'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AB4092'NEW PHONE/FAX FOR THE LINCOLN AIRPORT AUTHORITY.
 AB4092'PHONE(402) 458-2400
 AB4092'FAX(402) 458-2490
 AB4092
 AB4092                          STATION RECOVERY (2008)
 AB4092
 AB4092'RECOVERY NOTE BY HWS CONSULTING GROUP 2008 (JPH)
 AB4092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4142 ***********************************************************************
 AB4142  DESIGNATION -  LNK AP STA A2
 AB4142  PID         -  AB4142
 AB4142  STATE/COUNTY-  NE/LANCASTER
 AB4142  COUNTRY     -  US
 AB4142  USGS QUAD   -  EMERALD (2017)
 AB4142
 AB4142                         *CURRENT SURVEY CONTROL
 AB4142  ______________________________________________________________________
 AB4142* NAD 83(2011) POSITION- 40 51 48.33588(N) 096 45 46.28010(W)   ADJUSTED
 AB4142* NAD 83(2011) ELLIP HT-   336.706 (meters)        (06/27/12)   ADJUSTED
 AB4142* NAD 83(2011) EPOCH   -  2010.00
 AB4142* NAVD 88 ORTHO HEIGHT -   363.0   (meters)     1191.    (feet) GPS OBS
 AB4142  ______________________________________________________________________
 AB4142  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4142  GEOID HEIGHT    -        -26.216 (meters)                     GEOID96
 AB4142  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 AB4142  NAD 83(2011) X  -   -568,873.950 (meters)                     COMP
 AB4142  NAD 83(2011) Y  - -4,797,170.044 (meters)                     COMP
 AB4142  NAD 83(2011) Z  -  4,151,185.096 (meters)                     COMP
 AB4142  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 AB4142
 AB4142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4142  Standards:
 AB4142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4142  -------------------------------------------------------------------
 AB4142  NETWORK    0.61   1.37           0.28   0.21   0.70     -0.02611736
 AB4142  -------------------------------------------------------------------
 AB4142  Click here for local accuracies and other accuracy information.
 AB4142
 AB4142.The horizontal coordinates were established by GPS observations
 AB4142.and adjusted by the National Geodetic Survey in June 2012.
 AB4142
 AB4142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4142.been affixed to the stable North American tectonic plate. See 
 AB4142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4142
 AB4142.The horizontal coordinates are valid at the epoch date displayed above
 AB4142.which is a decimal equivalence of Year/Month/Day.
 AB4142
 AB4142.The orthometric height was determined by GPS observations and a
 AB4142.high-resolution geoid model.
 AB4142
 AB4142.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4142.GEOID18 height accuracy estimate available here.
 AB4142
 AB4142.Click photographs - Photos may exist for this station.
 AB4142
 AB4142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4142
 AB4142.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4142
 AB4142.The ellipsoidal height was determined by GPS observations
 AB4142.and is referenced to NAD 83.
 AB4142
 AB4142. The following values were computed from the NAD 83(2011) position.
 AB4142
 AB4142;                    North         East     Units Scale Factor Converg.
 AB4142;SPC NE       -   119,475.751   772,779.266   MT  0.99972100   +2 08 42.9
 AB4142;SPC NE       -   391,980.03  2,535,359.98   sFT  0.99972100   +2 08 42.9
 AB4142;UTM  14      - 4,526,005.199   688,542.088   MT  1.00003755   +1 27 50.8
 AB4142
 AB4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4142!SPC NE       -   0.99994719  x   0.99972100  =   0.99966820
 AB4142!UTM  14      -   0.99994719  x   1.00003755  =   0.99998473
 AB4142
 AB4142:                Primary Azimuth Mark                     Grid Az
 AB4142:SPC NE       -  LNK A                                    181 53 55.2
 AB4142:UTM  14      -  LNK A                                    182 34 47.3
 AB4142
 AB4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8854226005(NAD 83)
 AB4142
 AB4142|---------------------------------------------------------------------|
 AB4142| PID    Reference Object                     Distance      Geod. Az  |
 AB4142|                                                           dddmmss.s |
 AB4142| AB4092 LNK A                               APPROX. 1.1 KM 1840238.1 |
 AB4142|---------------------------------------------------------------------|
 AB4142
 AB4142                          SUPERSEDED SURVEY CONTROL
 AB4142
 AB4142  NAD 83(2007)-  40 51 48.33587(N)    096 45 46.28065(W) AD(2002.00) 0
 AB4142  ELLIP H (02/10/07)  336.727  (m)                       GP(2002.00)    
 AB4142  ELLIP H (12/12/01)  336.702  (m)                       GP(       ) 4 1
 AB4142  NAD 83(1995)-  40 51 48.33582(N)    096 45 46.27999(W) AD(       ) 3
 AB4142  ELLIP H (09/24/97)  336.783  (m)                       GP(       ) 4 1
 AB4142
 AB4142.Superseded values are not recommended for survey control.
 AB4142
 AB4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4142.See file dsdata.pdf to determine how the superseded data were derived.
 AB4142
 AB4142_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4142_SP_SET: CONCRETE RAMP
 AB4142_STAMPING: AP 1966 STA A2
 AB4142_MARK LOGO: CGS
 AB4142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4142+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AB4142
 AB4142  HISTORY     - Date     Condition        Report By
 AB4142  HISTORY     - 1966     MONUMENTED       CGS
 AB4142  HISTORY     - 19950518 GOOD             NGS
 AB4142  HISTORY     - 19970725 GOOD             NGS
 AB4142
 AB4142                          STATION DESCRIPTION
 AB4142
 AB4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4142'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF LINCOLN, AT
 AB4142'THE LINCOLN MUNICIPAL AIRPORT SET INTO THE CONCRETE HOLDING AREA NEAR
 AB4142'THE APPROACH END OF RUNWAY 17R.  OWNERSHIP--LINCOLN AIRPORT AUTHORITY,
 AB4142'BOX 80407, LINCOLN NE 68501.  AIRPORT MANAGER, WAYNE ANDERSON, PHONE
 AB4142'(402) 474-2770.  CONTACT BOB MCNALLY OR DAVE TONNIGES, AIRPORT
 AB4142'MAINTENANCE AT PHONE (402) 470-3480.  TO REACH THE STATION FROM THE
 AB4142'JUNCTION OF INTERSTATE HIGHWAY 80 AND NORTHWEST 48TH STREET (EXIT 396)
 AB4142'ON THE WEST SIDE OF LINCOLN, GO NORTH ON NORTHWEST 48TH STREET FOR
 AB4142'2.65 MI (4.26 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON AIR
 AB4142'PARK ROAD FOR 0.6 MI (1.0 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 AB4142'SOUTH ON NORTHWEST 38TH STREET FOR 0.4 MI (0.6 KM) TO AN INTERSECTION,
 AB4142'TURN LEFT AND GO WEST ON WEST LUKE STREET FOR 0.15 MI (0.24 KM) TO A
 AB4142'SECURITY GATE AHEAD, PASS THROUGH GATE BEAR LEFT AND GO NORTHEAST ON
 AB4142'THE APRON FOR 0.3 MI (0.5 KM) TO THE WEST ELECTRICAL VAULT BUILDING
 AB4142'AHEAD, BEAR LEFT AND GO NORTH ON A PARALLEL TAXIWAY (G) FOR 0.6 MI
 AB4142'(1.0 KM) TO A RUNWAY, BEAR RIGHT CROSSING RUNWAY 14/32 AND GO
 AB4142'EAST-NORTHEAST ON THE CONCRETE HOLDING AREA FOR 0.1 MI (0.2 KM) TO THE
 AB4142'STATION SET INTO THE NORTH EDGE OF THE HOLDING AREA.  THE STATION IS
 AB4142'30.2 FT (9.2 M) WEST FROM THE NORTHWEST CORNER OF A CONCRETE PAD FOR A
 AB4142'RUNWAY IDENTIFIER SIGN, 22.9 FT (7.0 M) SOUTH SOUTHEAST OF A TAXIWAY
 AB4142'LIGHT AND 0.2 FT (6.1 CM) SOUTH OF THE NORTH EDGE OF THE CONCRETE
 AB4142'HOLDING AREA.  THIS STATION TO BE USED AS SACS.
 AB4142
 AB4142                          STATION RECOVERY (1997)
 AB4142
 AB4142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4142'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (DRL,WCW) .
 AB4142'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT
 AB4142'THE LINCOLN MUNICIPAL AIRPORT, AT THE NORTH END OF THE FIELD IN THE
 AB4142'RUNUP RAMP WEST OF RUNWAY 17 RIGHT AND EAST OF RUNWAY 14.
 AB4142'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501. FOR
 AB4142'ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT
 AB4142'OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE
 AB4142'STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AB4142'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH
 AB4142'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AB4142'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AB4142'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AB4142'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AB4142'31ST STREET, FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AB4142'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AB4142'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AB4142'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE AHEAD AND AIRPORT MAINTAINANCE
 AB4142'ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.3 KM (0.20
 AB4142'MI) TO THE EAST SIDE OF THE WEST RAMP AT A PARALLEL TAXIWAY (G) .
 AB4142'TURN LEFT AND GO NORTH PASSING THE WEST ELECTRICAL VAULT AT 1.0 KM
 AB4142'(0.60 MI) FOR A TOTAL OF 1.4 KM (0.85 MI) TO THE CENTER OF RUNWAY
 AB4142'14-32.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ON A CONNECTOR
 AB4142'TAXIWAY (B) TO THE HOLD BAR FOR APPROACH 17 RIGHT AND THE STATION ON
 AB4142'LEFT. THE MARK IS A CGS TOPOGRAPHIC STATION DISK COUNTERSUNK INTO AN 8
 AB4142'INCH THICK SECTION OF TWENTY FT X TEN FT CONCRETE THAT HAS CRACKED OFF
 AB4142'FROM THE REST OF THE RAMP, PARALLEL TO THE TWENTY FT DIMENSION.  THE
 AB4142'STATION IS LOCATED 71.5 M (234.6 FT) WEST-NORTHWEST FROM THE MOST
 AB4142'WESTERLY THRESHOLD LIGHT AT APPROACH 17R, 9.2 M (30.2 FT) WEST FROM
 AB4142'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR RUNWAY SIGN --B
 AB4142'17R-35L--, 7.0 M (23.0 FT) SOUTH-SOUTHEAST FROM TAXIWAY LIGHT B24, AND
 AB4142'13 CM (5 IN) SOUTH FROM THE NORTHERLY EDGE OF CONCRETE RAMP.  THE MARK
 AB4142'IS RECESSED 1 CM BELOW THE RAMP SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3093 ***********************************************************************
 AE3093  DESIGNATION -  LNK B
 AE3093  PID         -  AE3093
 AE3093  STATE/COUNTY-  NE/LANCASTER
 AE3093  COUNTRY     -  US
 AE3093  USGS QUAD   -  EMERALD (2017)
 AE3093
 AE3093                         *CURRENT SURVEY CONTROL
 AE3093  ______________________________________________________________________
 AE3093* NAD 83(2011) POSITION- 40 49 38.28104(N) 096 45 48.30785(W)   ADJUSTED
 AE3093* NAD 83(2011) ELLIP HT-   329.905 (meters)        (06/27/12)   ADJUSTED
 AE3093* NAD 83(2011) EPOCH   -  2010.00
 AE3093* NAVD 88 ORTHO HEIGHT -   356.1   (meters)     1168.    (feet) GPS OBS
 AE3093  ______________________________________________________________________
 AE3093  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3093  GEOID HEIGHT    -        -26.162 (meters)                     GEOID96
 AE3093  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 AE3093  NAD 83(2011) X  -   -569,229.530 (meters)                     COMP
 AE3093  NAD 83(2011) Y  - -4,799,765.057 (meters)                     COMP
 AE3093  NAD 83(2011) Z  -  4,148,145.605 (meters)                     COMP
 AE3093  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 AE3093
 AE3093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3093  Standards:
 AE3093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3093  -------------------------------------------------------------------
 AE3093  NETWORK    0.84   1.59           0.40   0.24   0.81     -0.17047335
 AE3093  -------------------------------------------------------------------
 AE3093  Click here for local accuracies and other accuracy information.
 AE3093
 AE3093.The horizontal coordinates were established by GPS observations
 AE3093.and adjusted by the National Geodetic Survey in June 2012.
 AE3093
 AE3093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3093.been affixed to the stable North American tectonic plate. See 
 AE3093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3093
 AE3093.The horizontal coordinates are valid at the epoch date displayed above
 AE3093.which is a decimal equivalence of Year/Month/Day.
 AE3093
 AE3093.The orthometric height was determined by GPS observations and a
 AE3093.high-resolution geoid model.
 AE3093
 AE3093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3093.GEOID18 height accuracy estimate available here.
 AE3093
 AE3093.Click photographs - Photos may exist for this station.
 AE3093
 AE3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3093
 AE3093.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3093
 AE3093.The ellipsoidal height was determined by GPS observations
 AE3093.and is referenced to NAD 83.
 AE3093
 AE3093. The following values were computed from the NAD 83(2011) position.
 AE3093
 AE3093;                    North         East     Units Scale Factor Converg.
 AE3093;SPC NE       -   115,466.025   772,881.933   MT  0.99972820   +2 08 41.5
 AE3093;SPC NE       -   378,824.78  2,535,696.81   sFT  0.99972820   +2 08 41.5
 AE3093;UTM  14      - 4,521,993.279   688,597.060   MT  1.00003781   +1 27 45.6
 AE3093
 AE3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3093!SPC NE       -   0.99994825  x   0.99972820  =   0.99967647
 AE3093!UTM  14      -   0.99994825  x   1.00003781  =   0.99998606
 AE3093
 AE3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8859721993(NAD 83)
 AE3093
 AE3093                          SUPERSEDED SURVEY CONTROL
 AE3093
 AE3093  NAD 83(2007)-  40 49 38.28104(N)    096 45 48.30840(W) AD(2002.00) 0
 AE3093  ELLIP H (02/10/07)  329.927  (m)                       GP(2002.00)    
 AE3093  ELLIP H (12/12/01)  329.901  (m)                       GP(       ) 4 1
 AE3093  NAD 83(1995)-  40 49 38.28098(N)    096 45 48.30775(W) AD(       ) 3
 AE3093  ELLIP H (09/24/97)  329.982  (m)                       GP(       ) 4 1
 AE3093
 AE3093.Superseded values are not recommended for survey control.
 AE3093
 AE3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3093.See file dsdata.pdf to determine how the superseded data were derived.
 AE3093
 AE3093_MARKER: DD = SURVEY DISK
 AE3093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE3093_SP_SET: 12 IN CONC RAMP
 AE3093_STAMPING: LNK B 1996
 AE3093_MARK LOGO: NOS
 AE3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3093+STABILITY: SURFACE MOTION
 AE3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3093+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AE3093
 AE3093  HISTORY     - Date     Condition        Report By
 AE3093  HISTORY     - 1996     MONUMENTED       NOS
 AE3093  HISTORY     - 19970725 POOR             NGS
 AE3093
 AE3093                          STATION DESCRIPTION
 AE3093
 AE3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3093'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3093'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3093'LINCOLN MUNICIPAL AIRPORT, AT THE SOUTH END OF THE FIELD, WEST OF
 AE3093'APPROACH 35L, NORTHEAST FROM THE SOUTH CORNER OF THE RUNUP RAMP.
 AE3093'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501. FOR
 AE3093'ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT
 AE3093'OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE
 AE3093'STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AE3093'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 1.8 MI (2.9 KM) NORTH
 AE3093'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AE3093'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AE3093'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AE3093'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AE3093'31ST STREET, FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AE3093'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AE3093'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AE3093'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE (GATE 38) AHEAD, AND AIRPORT
 AE3093'MAINTAINANCE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR
 AE3093'0.2 KM (0.10 MI) TO THE EAST SIDE OF THE WEST RAMP AT A TAXIWAY (G) .
 AE3093'TURN RIGHT AND GO SOUTH FOR 2.6 KM (1.60 MI) ALONG THE PARALLEL
 AE3093'TAXIWAY BEARING LEFT TO ITS MOST SOUTHERLY CORNER AND A RUNUP RAMP
 AE3093'SHORT OF APPROACH 35L TO THE STATION ON LEFT. THE MARK IS A NOS SURVEY
 AE3093'DISK CEMENTED INTO A DRILL HOLE AND RESTING ON TOP OF THE 12 INCH
 AE3093'THICK RUNUP RAMP.  THE MAJORITY OF THE DISK RESTS ABOVE THE RAMP
 AE3093'SURFACE.  THE MARK WAS FOUND OBLITERATED AFTER HIT BY A SNOW PLOW.  A
 AE3093'PUNCH WAS SET BEFORE OBSERVATIONS.  THE STATION IS LOCATED 26.9 M
 AE3093'(88.3 FT) NORTHEAST FROM STATION LNK C, 25.5 M (83.7 FT) NORTHEAST
 AE3093'FROM THE SOUTH CORNER OF THE RUNUP PAD AND 0.3 M (1.0 FT) NORTHWEST
 AE3093'FROM THE SOUTHEAST EDGE OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3089 ***********************************************************************
 AE3089  SACS        -  This is a Secondary Airport Control Station.
 AE3089  DESIGNATION -  LNK C
 AE3089  PID         -  AE3089
 AE3089  STATE/COUNTY-  NE/LANCASTER
 AE3089  COUNTRY     -  US
 AE3089  USGS QUAD   -  EMERALD (2017)
 AE3089
 AE3089                         *CURRENT SURVEY CONTROL
 AE3089  ______________________________________________________________________
 AE3089* NAD 83(2011) POSITION- 40 49 37.63650(N) 096 45 49.07993(W)   ADJUSTED
 AE3089* NAD 83(2011) ELLIP HT-   329.524 (meters)        (06/27/12)   ADJUSTED
 AE3089* NAD 83(2011) EPOCH   -  2010.00
 AE3089* NAVD 88 ORTHO HEIGHT -   355.77  (meters)     1167.2   (feet) GPS OBS
 AE3089  ______________________________________________________________________
 AE3089  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3089  GEOID HEIGHT    -        -26.162 (meters)                     GEOID96
 AE3089  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 AE3089  NAD 83(2011) X  -   -569,248.993 (meters)                     COMP
 AE3089  NAD 83(2011) Y  - -4,799,775.549 (meters)                     COMP
 AE3089  NAD 83(2011) Z  -  4,148,130.310 (meters)                     COMP
 AE3089  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 AE3089
 AE3089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3089  Standards:
 AE3089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3089  -------------------------------------------------------------------
 AE3089  NETWORK    0.50   1.23           0.24   0.15   0.63     -0.05148065
 AE3089  -------------------------------------------------------------------
 AE3089  Click here for local accuracies and other accuracy information.
 AE3089
 AE3089.This mark is at Lincoln Municipal Airport (LNK)
 AE3089
 AE3089.The horizontal coordinates were established by GPS observations
 AE3089.and adjusted by the National Geodetic Survey in June 2012.
 AE3089
 AE3089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3089.been affixed to the stable North American tectonic plate. See 
 AE3089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3089
 AE3089.The horizontal coordinates are valid at the epoch date displayed above
 AE3089.which is a decimal equivalence of Year/Month/Day.
 AE3089
 AE3089.The orthometric height was determined by GPS observations and a
 AE3089.high-resolution geoid model.
 AE3089
 AE3089.GPS derived orthometric heights for airport stations designated as
 AE3089.PACS or SACS are published to 2 decimal places.  This maintains
 AE3089.centimeter relative accuracy between the PACS and SACS.  It does
 AE3089.not indicate centimeter accuracy relative to other marks which are
 AE3089.part of the published vertical control network.
 AE3089
 AE3089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3089.GEOID18 height accuracy estimate available here.
 AE3089
 AE3089.Click photographs - Photos may exist for this station.
 AE3089
 AE3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3089
 AE3089.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3089
 AE3089.The ellipsoidal height was determined by GPS observations
 AE3089.and is referenced to NAD 83.
 AE3089
 AE3089. The following values were computed from the NAD 83(2011) position.
 AE3089
 AE3089;                    North         East     Units Scale Factor Converg.
 AE3089;SPC NE       -   115,445.485   772,864.603   MT  0.99972824   +2 08 41.0
 AE3089;SPC NE       -   378,757.40  2,535,639.95   sFT  0.99972824   +2 08 41.0
 AE3089;UTM  14      - 4,521,972.941   688,579.481   MT  1.00003773   +1 27 45.1
 AE3089
 AE3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3089!SPC NE       -   0.99994831  x   0.99972824  =   0.99967657
 AE3089!UTM  14      -   0.99994831  x   1.00003773  =   0.99998604
 AE3089
 AE3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8857921972(NAD 83)
 AE3089
 AE3089                          SUPERSEDED SURVEY CONTROL
 AE3089
 AE3089  NAD 83(2007)-  40 49 37.63650(N)    096 45 49.08048(W) AD(2002.00) 0
 AE3089  ELLIP H (02/10/07)  329.546  (m)                       GP(2002.00)    
 AE3089  ELLIP H (12/12/01)  329.521  (m)                       GP(       ) 4 1
 AE3089  NAD 83(1995)-  40 49 37.63645(N)    096 45 49.07983(W) AD(       ) 1
 AE3089  ELLIP H (09/24/97)  329.602  (m)                       GP(       ) 4 1
 AE3089
 AE3089.Superseded values are not recommended for survey control.
 AE3089
 AE3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3089.See file dsdata.pdf to determine how the superseded data were derived.
 AE3089
 AE3089_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3089_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE3089_SP_SET: STORM MANHOLE
 AE3089_STAMPING: LNK C 1997
 AE3089_MARK LOGO: NGS
 AE3089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3089+STABILITY: SURFACE MOTION
 AE3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3089+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 AE3089
 AE3089  HISTORY     - Date     Condition        Report By
 AE3089  HISTORY     - 1997     MONUMENTED       NGS
 AE3089  HISTORY     - 20040901 GOOD             NDA
 AE3089  HISTORY     - 20081208 GOOD             HWSCON
 AE3089
 AE3089                          STATION DESCRIPTION
 AE3089
 AE3089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3089'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3089'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3089'LINCOLN MUNICIPAL AIRPORT, AT THE SOUTH END OF THE FIELD, WEST OF
 AE3089'APPROACH 35L, SOUTH OF THE SOUTH CORNER OF THE RUNUP RAMP.
 AE3089'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501. FOR
 AE3089'ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT
 AE3089'OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE
 AE3089'STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AE3089'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 1.8 MI (2.9 KM) NORTH
 AE3089'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AE3089'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AE3089'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AE3089'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AE3089'31ST STREET, FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AE3089'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AE3089'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AE3089'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE (GATE 38) AHEAD, AND AIRPORT
 AE3089'MAINTAINANCE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR
 AE3089'0.2 KM (0.10 MI) TO THE EAST SIDE OF THE WEST RAMP AT A TAXIWAY (G) .
 AE3089'TURN RIGHT AND GO SOUTH FOR 2.6 KM (1.60 MI) ALONG THE PARALLEL
 AE3089'TAXIWAY BEARING LEFT TO ITS MOST SOUTHERLY CORNER AND A RUNUP RAMP
 AE3089'SHORT OF APPROACH 35L TO THE MARK. THE MARK IS A NGS HORIZONTAL
 AE3089'CONTROL DISK IN THE SOUTH CORNER OF A 1.2 M (3.9 FT) X 1.0 M (3.3 FT)
 AE3089'RECTANGULER STORM MANHOLE, WITH 24 IN X 30 IN SOLID CASTING DATED
 AE3089'5-4-54, WITH 6 IN THICK WALLS.  THE MANHOLE IS 1.0 M (3.3 FT) DEEP TO
 AE3089'INVERT.  THE MANHOLE IS FOR SUBSURFACE DRAINAGE, WITH 6 IN DRAIN IN
 AE3089'FROM NORTHEAST AND 6 IN DRAIN OUT TO NORTHWEST.  THE STATION IS
 AE3089'LOCATED AT THE BEGINNING OF A GRAVEL ROAD LEADING TO AN ILS BUILDING
 AE3089'SOUTH FROM APPROACH 35R, 88.2 FT (26.9 M) SOUTHWEST FROM STATION LNK
 AE3089'B, 10.0 M (32.8 FT) NORTH FROM AN IRON FENCE POST WITH FIBERGLASS NGS
 AE3089'WITNESS POST, 9.4 M (30.8 FT) WEST-NORTHWEST FROM AN IRON FENCE POST,
 AE3089'1.7 M (5.6 FT) SOUTH FROM THE SOUTH CORNER OF THE CONCRETE RUNUP RAMP.
 AE3089'THE MARK IS COUNTERSUNK INTO THE CONCRETE MANHOLE AND SLIGHTLY LOWER
 AE3089'THAN THE CORNER OF THE RUNUP RAMP.
 AE3089
 AE3089                          STATION RECOVERY (2004)
 AE3089
 AE3089'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AE3089'NEW PHONE/FAX FOR THE LINCOLN AIRPORT AUTHORITY.
 AE3089'PHONE(402) 458-2400
 AE3089'FAX(402) 458-2490
 AE3089
 AE3089                          STATION RECOVERY (2008)
 AE3089
 AE3089'RECOVERY NOTE BY HWS CONSULTING GROUP 2008 (JPH)
 AE3089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3091 ***********************************************************************
 AE3091  DESIGNATION -  LNK CON PT A
 AE3091  PID         -  AE3091
 AE3091  STATE/COUNTY-  NE/LANCASTER
 AE3091  COUNTRY     -  US
 AE3091  USGS QUAD   -  LINCOLN (2017)
 AE3091
 AE3091                         *CURRENT SURVEY CONTROL
 AE3091  ______________________________________________________________________
 AE3091* NAD 83(2011) POSITION- 40 51 22.25499(N) 096 44 56.94018(W)   ADJUSTED
 AE3091* NAD 83(2011) ELLIP HT-   338.992 (meters)        (06/27/12)   ADJUSTED
 AE3091* NAD 83(2011) EPOCH   -  2010.00
 AE3091* NAVD 88 ORTHO HEIGHT -   365.2   (meters)     1198.    (feet) GPS OBS
 AE3091  ______________________________________________________________________
 AE3091  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3091  GEOID HEIGHT    -        -26.166 (meters)                     GEOID96
 AE3091  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 AE3091  NAD 83(2011) X  -   -567,788.481 (meters)                     COMP
 AE3091  NAD 83(2011) Y  - -4,797,830.415 (meters)                     COMP
 AE3091  NAD 83(2011) Z  -  4,150,578.082 (meters)                     COMP
 AE3091  LAPLACE CORR    -          5.84  (seconds)                    DEFLEC18
 AE3091
 AE3091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3091  Standards:
 AE3091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3091  -------------------------------------------------------------------
 AE3091  NETWORK    0.52   1.23           0.24   0.17   0.63      0.09477156
 AE3091  -------------------------------------------------------------------
 AE3091  Click here for local accuracies and other accuracy information.
 AE3091
 AE3091.The horizontal coordinates were established by GPS observations
 AE3091.and adjusted by the National Geodetic Survey in June 2012.
 AE3091
 AE3091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3091.been affixed to the stable North American tectonic plate. See 
 AE3091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3091
 AE3091.The horizontal coordinates are valid at the epoch date displayed above
 AE3091.which is a decimal equivalence of Year/Month/Day.
 AE3091
 AE3091.The orthometric height was determined by GPS observations and a
 AE3091.high-resolution geoid model.
 AE3091
 AE3091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3091.GEOID18 height accuracy estimate available here.
 AE3091
 AE3091.Click photographs - Photos may exist for this station.
 AE3091
 AE3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3091
 AE3091.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3091
 AE3091.The ellipsoidal height was determined by GPS observations
 AE3091.and is referenced to NAD 83.
 AE3091
 AE3091. The following values were computed from the NAD 83(2011) position.
 AE3091
 AE3091;                    North         East     Units Scale Factor Converg.
 AE3091;SPC NE       -   118,715.344   773,963.860   MT  0.99972241   +2 09 15.6
 AE3091;SPC NE       -   389,485.26  2,539,246.43   sFT  0.99972241   +2 09 15.6
 AE3091;UTM  14      - 4,525,230.513   689,717.931   MT  1.00004303   +1 28 22.3
 AE3091
 AE3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3091!SPC NE       -   0.99994683  x   0.99972241  =   0.99966925
 AE3091!UTM  14      -   0.99994683  x   1.00004303  =   0.99998986
 AE3091
 AE3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8971725230(NAD 83)
 AE3091
 AE3091                          SUPERSEDED SURVEY CONTROL
 AE3091
 AE3091  NAD 83(2007)-  40 51 22.25499(N)    096 44 56.94073(W) AD(2002.00) 0
 AE3091  ELLIP H (02/10/07)  339.013  (m)                       GP(2002.00)    
 AE3091  ELLIP H (12/12/01)  338.988  (m)                       GP(       ) 4 1
 AE3091  NAD 83(1995)-  40 51 22.25494(N)    096 44 56.94008(W) AD(       ) 3
 AE3091  ELLIP H (09/24/97)  339.069  (m)                       GP(       ) 4 1
 AE3091
 AE3091.Superseded values are not recommended for survey control.
 AE3091
 AE3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3091.See file dsdata.pdf to determine how the superseded data were derived.
 AE3091
 AE3091_MARKER: Z = SEE DESCRIPTION
 AE3091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE3091_SP_SET: CONC TAXIWAY SIGN FOUNDATION
 AE3091_STAMPING: NOS-C GS CON PT A 96
 AE3091_MARK LOGO: NOS
 AE3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3091+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AE3091
 AE3091  HISTORY     - Date     Condition        Report By
 AE3091  HISTORY     - 1996     MONUMENTED       NOS
 AE3091  HISTORY     - 19970725 GOOD             NGS
 AE3091
 AE3091                          STATION DESCRIPTION
 AE3091
 AE3091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3091'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3091'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3091'LINCOLN MUNICIPAL AIRPORT, AT THE NORTHEAST SIDE OF THE FIELD BETWEEN
 AE3091'THE EAST RAMP AND PARALLEL TAXIWAY (A) SOUTH OF CONNECTOR TAXIWAY (E)
 AE3091'.  OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501.
 AE3091'FOR ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT
 AE3091'AIRPORT OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH
 AE3091'THE STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AE3091'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH
 AE3091'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AE3091'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AE3091'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AE3091'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AE3091'31ST STREET FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AE3091'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AE3091'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AE3091'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE AHEAD, AND AIRPORT
 AE3091'MAINTAINANCE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR
 AE3091'0.2 KM (0.10 MI) TO A VEHICLE TRAVEL LANE ON THE WEST RAMP.  TURN LEFT
 AE3091'AND GO NORTH FOR 1.1 KM (0.70 MI) TO THE NORTHWEST CORNER OF THE WEST
 AE3091'RAMP AND THE ENTRANCE TO THE NORTH SERVICE ROAD.  FOLLOW THE NORTH
 AE3091'SERVICE ROAD NORTH, EAST THEN SOUTH BEARING LEFT AT ONE INTERSECTION
 AE3091'FOR 4 KM (2.50 MI) TO THE NORTH END OF THE EAST RAMP.  BEAR RIGHT TO
 AE3091'FOLLOW THE WEST SIDE OF THE EAST RAMP TO GO SOUTH FOR 0.3 KM (0.20 MI)
 AE3091'PAST A CONNECTOR TAXIWAY (E) TO THE STATION ON RIGHT. THE MARK IS A PK
 AE3091'NAIL WITH ALLOY WASHER STAMPED --NOS-CGS CON PT A 96-- CEMENTED INTO A
 AE3091'DRILL HOLE IN THE SOUTHEAST CORNER OF A SHALLOW CONCRETE FOUNDATION
 AE3091'FOR A TAXIWAY SIGN.  THE STATION IS LOCATED 31.4 M (103.0 FT) EAST
 AE3091'FROM PARALLEL TAXIWAY (A) CENTER, 23.8 M (78.1 FT) EAST FROM THE
 AE3091'NORTHERLY EXTENDED EAST EDGE OF THE PARALLEL TAXIWAY, 21.9 M (71.9 FT)
 AE3091'WEST FROM THE NORTHERLY EXTENDED WEST EDGE OF A CONCRETE RAMP, 16.0 M
 AE3091'(52.5 FT) SOUTH FROM CONNECTOR TAXIWAY (E) CENTER AND 7.7 M (25.3 FT)
 AE3091'SOUTH FROM THE SOUTH EDGE OF THE CONNECTOR TAXIWAY.  THE MARK PROJECTS
 AE3091'ABOVE THE CONCRETE SURFACE BUT IS PROTECTED BY SURROUNDING GROUT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3092 ***********************************************************************
 AE3092  DESIGNATION -  LNK CON PT B
 AE3092  PID         -  AE3092
 AE3092  STATE/COUNTY-  NE/LANCASTER
 AE3092  COUNTRY     -  US
 AE3092  USGS QUAD   -  EMERALD (2017)
 AE3092
 AE3092                         *CURRENT SURVEY CONTROL
 AE3092  ______________________________________________________________________
 AE3092* NAD 83(2011) POSITION- 40 50 41.97887(N) 096 45 00.00553(W)   ADJUSTED
 AE3092* NAD 83(2011) ELLIP HT-   330.724 (meters)        (06/27/12)   ADJUSTED
 AE3092* NAD 83(2011) EPOCH   -  2010.00
 AE3092* NAVD 88 ORTHO HEIGHT -   357.0   (meters)     1171.    (feet) GPS OBS
 AE3092  ______________________________________________________________________
 AE3092  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3092  GEOID HEIGHT    -        -26.154 (meters)                     GEOID96
 AE3092  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 AE3092  NAD 83(2011) X  -   -567,954.570 (meters)                     COMP
 AE3092  NAD 83(2011) Y  - -4,798,622.827 (meters)                     COMP
 AE3092  NAD 83(2011) Z  -  4,149,632.838 (meters)                     COMP
 AE3092  LAPLACE CORR    -          5.87  (seconds)                    DEFLEC18
 AE3092
 AE3092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3092  Standards:
 AE3092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3092  -------------------------------------------------------------------
 AE3092  NETWORK    0.58   1.31           0.27   0.19   0.67     -0.00510853
 AE3092  -------------------------------------------------------------------
 AE3092  Click here for local accuracies and other accuracy information.
 AE3092
 AE3092.The horizontal coordinates were established by GPS observations
 AE3092.and adjusted by the National Geodetic Survey in June 2012.
 AE3092
 AE3092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3092.been affixed to the stable North American tectonic plate. See 
 AE3092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3092
 AE3092.The horizontal coordinates are valid at the epoch date displayed above
 AE3092.which is a decimal equivalence of Year/Month/Day.
 AE3092
 AE3092.The orthometric height was determined by GPS observations and a
 AE3092.high-resolution geoid model.
 AE3092
 AE3092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3092.GEOID18 height accuracy estimate available here.
 AE3092
 AE3092.Click photographs - Photos may exist for this station.
 AE3092
 AE3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3092
 AE3092.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3092
 AE3092.The ellipsoidal height was determined by GPS observations
 AE3092.and is referenced to NAD 83.
 AE3092
 AE3092. The following values were computed from the NAD 83(2011) position.
 AE3092
 AE3092;                    North         East     Units Scale Factor Converg.
 AE3092;SPC NE       -   117,471.450   773,938.814   MT  0.99972462   +2 09 13.6
 AE3092;SPC NE       -   385,404.25  2,539,164.26   sFT  0.99972462   +2 09 13.6
 AE3092;UTM  14      - 4,523,986.607   689,678.076   MT  1.00004284   +1 28 19.1
 AE3092
 AE3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3092!SPC NE       -   0.99994812  x   0.99972462  =   0.99967276
 AE3092!UTM  14      -   0.99994812  x   1.00004284  =   0.99999096
 AE3092
 AE3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8967823986(NAD 83)
 AE3092
 AE3092                          SUPERSEDED SURVEY CONTROL
 AE3092
 AE3092  NAD 83(2007)-  40 50 41.97887(N)    096 45 00.00608(W) AD(2002.00) 0
 AE3092  ELLIP H (02/10/07)  330.745  (m)                       GP(2002.00)    
 AE3092  ELLIP H (12/12/01)  330.720  (m)                       GP(       ) 4 1
 AE3092  NAD 83(1995)-  40 50 41.97882(N)    096 45 00.00543(W) AD(       ) 3
 AE3092  ELLIP H (09/24/97)  330.801  (m)                       GP(       ) 4 1
 AE3092
 AE3092.Superseded values are not recommended for survey control.
 AE3092
 AE3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3092.See file dsdata.pdf to determine how the superseded data were derived.
 AE3092
 AE3092_MARKER: Z = SEE DESCRIPTION
 AE3092_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE3092_SP_SET: CONCRETE TAXIWAY
 AE3092_STAMPING: NOS-C GS CON PT B 96
 AE3092_MARK LOGO: NOS
 AE3092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3092+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AE3092
 AE3092  HISTORY     - Date     Condition        Report By
 AE3092  HISTORY     - 1996     MONUMENTED       NOS
 AE3092  HISTORY     - 19970725 GOOD             NGS
 AE3092
 AE3092                          STATION DESCRIPTION
 AE3092
 AE3092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3092'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3092'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3092'LINCOLN MUNICIPAL AIRPORT, NEAR MIDFIELD IN THE SOUTHWEST CORNER OF
 AE3092'THE RUNUP RAMP EAST OF APPROACH 35 RIGHT.  OWNERSHIP--LINCOLN AIRPORT
 AE3092'AUTHORITY, BOX 80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION
 AE3092'CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE
 AE3092'(402) 470-3480, FAX (402) 470-2085. TO REACH THE STATION FROM THE
 AE3092'JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77
 AE3092'WITH STATE HIGHWAY 34 WHICH IS 1.8 MI (2.9 KM) NORTH FROM STATE
 AE3092'HIGHWAY 6 (CORNHUSKER HIGHWAY) GO NORTHWEST THEN WEST ON STATE HIGHWAY
 AE3092'34 PASSING A BRIDGE OVER NW 27TH STREET AT 2.8 MI (4.5 KM) FOR A TOTAL
 AE3092'OF 3.1 MI (5.0 KM) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH
 AE3092'GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET,
 AE3092'FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH
 AE3092'STREET PASSING WEST CUMING STREET AT 1.55 MI (2.49 KM) FOR A TOTAL OF
 AE3092'2.45 MI (3.94 KM) TO WEST LUKE STREET. TURN LEFT AND GO EASTERLY FOR
 AE3092'0.25 MI (0.40 KM) TO A GATE AHEAD, AND AIRPORT MAINTAINANCE ON RIGHT.
 AE3092'PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.1 MI (0.2 KM) TO A
 AE3092'VEHICLE TRAVEL LANE.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.70 MI) TO
 AE3092'THE NORTHWEST CORNER OF THE WEST RAMP AND THE ENTRANCE TO THE NORTH
 AE3092'SERVICE ROAD.  FOLLOW THE NORTH SERVICE ROAD NORTH, EAST THEN SOUTH
 AE3092'BEARING LEFT AT ALL INTERSECTIONS FOR 4.0 KM (2.50 MI) TO THE NORTH
 AE3092'END OF THE EAST RAMP.  BEAR RIGHT TO FOLLOW THE WEST SIDE OF THE EAST
 AE3092'RAMP TO GO SOUTH FOR 0.3 KM (0.20 MI) TO A CONNECTOR TAXIWAY (E) .
 AE3092'TURN RIGHT AND GO EAST, THEN IMMEDIATELY TURN LEFT AND GO SOUTH ON
 AE3092'PARALLEL TAXIWAY (A) FOR 1.1 KM (0.70 MI) TO THE SOUTH END OF THE
 AE3092'PARALLEL TAXIWAY AND THE STATION IN THE SOUTHWEST CORNER OF A RUNUP
 AE3092'RAMP. THE MARK IS A PK NAIL WITH ALLOY WASHER STAMPED --NOS-CGS CON PT
 AE3092'B 96-- SET ON THE SOUTHWEST CORNER OF THE 30 CM (12 IN) THICK CONCRETE
 AE3092'RUNUP RAMP.  THE STATION IS LOCATED 3.9 M (12.8 FT) NORTHWEST FROM THE
 AE3092'NORTH CONCRETE FOUNDATION CORNER OF A RUNWAY SIGN --A 35R--, 3.2 M
 AE3092'(10.5 FT) NORTHEAST FROM A TAXIWAY LIGHT (A8) , 1.4 M (4.6 FT)
 AE3092'EAST-NORTHEAST FROM THE CENTER OF A STORM MANHOLE WITH 30 IN DIA
 AE3092'CASTING.  THE WASHER RESTS ON TOP OF THE PAVEMENT SURFACE WITH THE
 AE3092'NAIL HEAD PROJECTING SLIGHTLY BUT IS PROTECTED WITH SURROUNDING GROUT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AE3090 ***********************************************************************
 AE3090  SACS        -  This is a Secondary Airport Control Station.
 AE3090  DESIGNATION -  LNK D
 AE3090  PID         -  AE3090
 AE3090  STATE/COUNTY-  NE/LANCASTER
 AE3090  COUNTRY     -  US
 AE3090  USGS QUAD   -  EMERALD (2017)
 AE3090
 AE3090                         *CURRENT SURVEY CONTROL
 AE3090  ______________________________________________________________________
 AE3090* NAD 83(2011) POSITION- 40 52 00.70712(N) 096 46 01.37906(W)   ADJUSTED
 AE3090* NAD 83(2011) ELLIP HT-   337.126 (meters)        (06/27/12)   ADJUSTED
 AE3090* NAD 83(2011) EPOCH   -  2010.00
 AE3090* NAVD 88 ORTHO HEIGHT -   363.44  (meters)     1192.4   (feet) GPS OBS
 AE3090  ______________________________________________________________________
 AE3090  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3090  GEOID HEIGHT    -        -26.233 (meters)                     GEOID96
 AE3090  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 AE3090  NAD 83(2011) X  -   -569,195.724 (meters)                     COMP
 AE3090  NAD 83(2011) Y  - -4,796,880.741 (meters)                     COMP
 AE3090  NAD 83(2011) Z  -  4,151,473.989 (meters)                     COMP
 AE3090  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 AE3090
 AE3090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3090  Standards:
 AE3090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3090  -------------------------------------------------------------------
 AE3090  NETWORK    0.47   1.23           0.22   0.15   0.63     -0.00395000
 AE3090  -------------------------------------------------------------------
 AE3090  Click here for local accuracies and other accuracy information.
 AE3090
 AE3090.This mark is at Lincoln Municipal Airport (LNK)
 AE3090
 AE3090.The horizontal coordinates were established by GPS observations
 AE3090.and adjusted by the National Geodetic Survey in June 2012.
 AE3090
 AE3090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3090.been affixed to the stable North American tectonic plate. See 
 AE3090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3090
 AE3090.The horizontal coordinates are valid at the epoch date displayed above
 AE3090.which is a decimal equivalence of Year/Month/Day.
 AE3090
 AE3090.The orthometric height was determined by GPS observations and a
 AE3090.high-resolution geoid model.
 AE3090
 AE3090.GPS derived orthometric heights for airport stations designated as
 AE3090.PACS or SACS are published to 2 decimal places.  This maintains
 AE3090.centimeter relative accuracy between the PACS and SACS.  It does
 AE3090.not indicate centimeter accuracy relative to other marks which are
 AE3090.part of the published vertical control network.
 AE3090
 AE3090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3090.GEOID18 height accuracy estimate available here.
 AE3090
 AE3090.Click photographs - Photos may exist for this station.
 AE3090
 AE3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3090
 AE3090.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3090
 AE3090.The ellipsoidal height was determined by GPS observations
 AE3090.and is referenced to NAD 83.
 AE3090
 AE3090. The following values were computed from the NAD 83(2011) position.
 AE3090
 AE3090;                    North         East     Units Scale Factor Converg.
 AE3090;SPC NE       -   119,843.776   772,411.746   MT  0.99972033   +2 08 32.9
 AE3090;SPC NE       -   393,187.46  2,534,154.20   sFT  0.99972033   +2 08 32.9
 AE3090;UTM  14      - 4,526,377.684   688,178.853   MT  1.00003586   +1 27 41.2
 AE3090
 AE3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3090!SPC NE       -   0.99994712  x   0.99972033  =   0.99966747
 AE3090!UTM  14      -   0.99994712  x   1.00003586  =   0.99998298
 AE3090
 AE3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8817826377(NAD 83)
 AE3090
 AE3090                          SUPERSEDED SURVEY CONTROL
 AE3090
 AE3090  NAD 83(2007)-  40 52 00.70712(N)    096 46 01.37961(W) AD(2002.00) 0
 AE3090  ELLIP H (02/10/07)  337.147  (m)                       GP(2002.00)    
 AE3090  ELLIP H (12/12/01)  337.122  (m)                       GP(       ) 4 1
 AE3090  NAD 83(1995)-  40 52 00.70706(N)    096 46 01.37896(W) AD(       ) 1
 AE3090  ELLIP H (09/24/97)  337.203  (m)                       GP(       ) 4 1
 AE3090
 AE3090.Superseded values are not recommended for survey control.
 AE3090
 AE3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3090.See file dsdata.pdf to determine how the superseded data were derived.
 AE3090
 AE3090_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE3090_SP_SET: 15 FT DEEP CATCHBASIN
 AE3090_STAMPING: LNK D 1997
 AE3090_MARK LOGO: NGS
 AE3090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3090+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 AE3090
 AE3090  HISTORY     - Date     Condition        Report By
 AE3090  HISTORY     - 1997     MONUMENTED       NGS
 AE3090  HISTORY     - 20040901 GOOD             NDA
 AE3090  HISTORY     - 20081208 GOOD             HWSCON
 AE3090
 AE3090                          STATION DESCRIPTION
 AE3090
 AE3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3090'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3090'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3090'LINCOLN MUNICIPAL AIRPORT, AT THE NORTHWEST CORNER OF THE AIRFIELD
 AE3090'EAST FROM APPROACH 14.  OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX
 AE3090'80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION CONTACT BOB
 AE3090'MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE (402) 470-3480,
 AE3090'FAX (402) 470-2085. TO REACH THE STATION FROM THE JUNCTION OF COMBINED
 AE3090'INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77 WITH STATE HIGHWAY 34
 AE3090'WHICH IS 1.8 MI (2.9 KM) NORTH FROM STATE HIGHWAY 6 (CORNHUSKER
 AE3090'HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34 PASSING A BRIDGE
 AE3090'OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL OF 5.0 KM (3.10
 AE3090'MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH GATE ON LEFT.
 AE3090'TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET FOLLOWING THE CURVING
 AE3090'ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH STREET PASSING WEST
 AE3090'CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF 4.0 KM (2.50 MI) TO
 AE3090'WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR 0.4 KM (0.25 MI) TO A
 AE3090'GATE (GATE 38) AHEAD AND AIRPORT MAINTAINANCE ON RIGHT.  PASS THROUGH
 AE3090'THE GATE AND CONTINUE EAST FOR 0.2 KM (0.10 MI) TO A VEHICLE TRAVEL
 AE3090'LANE.  TURN LEFT AND GO NORTH ON THE WEST RAMP FOR 1.1 KM (0.70 MI) TO
 AE3090'THE NORTH END OF THE WEST RAMP AND THE PARALLEL TAXIWAY (J) FOR RUNWAY
 AE3090'14.  BEAR LEFT AND GO NORTHWEST THEN NORTH FOR 0.6 KM (0.35 MI) TO THE
 AE3090'HOLD BAR SHORT OF APPROACH 14.  GO NORTHEAST CROSSING APPROACH 14,
 AE3090'CROSSING BETWEEN THE THRESHOLD LIGHTS TO THE BLAST PAD, AND CONTINUING
 AE3090'NORTHEAST FOR A TOTAL OF 0.3 KM (0.20 MI) FOLLOWING THE MOST NORTHERLY
 AE3090'PAVED ROAD LEADING TO THE OLD SERVICE ROAD WHICH PARALLELS AND IS
 AE3090'CLEAR OF RUNWAY 14.  TURN RIGHT AND GO SOUTHEAST FOR 0.08 KM (0.05 MI)
 AE3090'TO THE STATION ON RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK IN
 AE3090'THE EAST CORNER OF A 2.1 M (6.9 FT) X 1.7 M (5.6 FT) CONCRETE STORM
 AE3090'CATCHBASIN WITH TWO INLET CASTINGS.  THE CATCHBASIN IS 4.6 M (15.1 FT)
 AE3090'DEEP TO INVERT.  THE STATION IS LOCATED NORTHEAST FROM AND ABOUT ON
 AE3090'LINE WITH THE NORTHERLY PAIR OF VASI LIGHTS SERVING APPROACH 14, 154.2
 AE3090'M (505.9 FT) NORTHEAST FROM THE RUNWAY CENTER, 69.5 M (228.0 FT)
 AE3090'NORTHWEST FROM AN ASPHALT ROAD NEAR A FIRE HYDRANT, 62.6 M (205.4 FT)
 AE3090'SOUTHEAST FROM AN ASPHALT ROAD NEAR A FIRE HYDRANT, 14.3 M (46.9 FT)
 AE3090'SOUTHWEST FROM THE OLD ASPHALT SERVICE ROAD CENTER.  THE MARK IS
 AE3090'COUNTERSUNK INTO THE CONCRETE AND IS ABOUT FLUSH WITH THE GROUND.
 AE3090
 AE3090                          STATION RECOVERY (2004)
 AE3090
 AE3090'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AE3090'NEW PHONE/FAX FOR THE LINCOLN AIRPORT AUTHORITY.
 AE3090'PHONE(402) 458-2400
 AE3090'FAX(402) 458-2490
 AE3090
 AE3090                          STATION RECOVERY (2008)
 AE3090
 AE3090'RECOVERY NOTE BY HWS CONSULTING GROUP 2008 (JPH)
 AE3090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0569 ***********************************************************************
 MN0569  DESIGNATION -  LODGEPOLE
 MN0569  PID         -  MN0569
 MN0569  STATE/COUNTY-  NE/KIMBALL
 MN0569  COUNTRY     -  US
 MN0569  USGS QUAD   -  DIX (2017)
 MN0569
 MN0569                         *CURRENT SURVEY CONTROL
 MN0569  ______________________________________________________________________
 MN0569* NAD 83(1995) POSITION- 41 12 39.24751(N) 103 26 27.13750(W)   ADJUSTED
 MN0569* NAVD 88 ORTHO HEIGHT -  1418.    (meters)     4652.    (feet) SCALED
 MN0569  ______________________________________________________________________
 MN0569  GEOID HEIGHT    -        -19.156 (meters)                     GEOID18
 MN0569  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 MN0569  HORZ ORDER      -  FIRST
 MN0569
 MN0569.The horizontal coordinates were established by classical geodetic methods
 MN0569.and adjusted by the National Geodetic Survey in August 1997.
 MN0569
 MN0569.The orthometric height was scaled from a topographic map.
 MN0569
 MN0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0569.GEOID18 height accuracy estimate available here.
 MN0569
 MN0569.Click photographs - Photos may exist for this station.
 MN0569
 MN0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0569
 MN0569. The following values were computed from the NAD 83(1995) position.
 MN0569
 MN0569;                    North         East     Units Scale Factor Converg.
 MN0569;SPC NE       -   158,685.109   211,597.261   MT  0.99967177   -2 16 48.9
 MN0569;SPC NE       -   520,619.40    694,215.35   sFT  0.99967177   -2 16 48.9
 MN0569;UTM  13      - 4,563,341.456   630,708.392   MT  0.99981026   +1 01 38.5
 MN0569
 MN0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0569!SPC NE       -   0.99978068  x   0.99967177  =   0.99945252
 MN0569!UTM  13      -   0.99978068  x   0.99981026  =   0.99959098
 MN0569
 MN0569:                Primary Azimuth Mark                     Grid Az
 MN0569:SPC NE       -  LODGEPOLE AZ MK                          253 07 28.4
 MN0569:UTM  13      -  LODGEPOLE AZ MK                          249 49 01.0
 MN0569
 MN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3070863341(NAD 83)
 MN0569
 MN0569|---------------------------------------------------------------------|
 MN0569| PID    Reference Object                     Distance      Geod. Az  |
 MN0569|                                                           dddmmss.s |
 MN0569| MN0560 POTTER MUNICIPAL TANK               APPROX.10.4 KM 0844900.2 |
 MN0569| CP7644 LODGEPOLE RM 1                                     22520     |
 MN0569| CP7643 LODGEPOLE AZ MK                                    2505039.5 |
 MN0569| CP7645 LODGEPOLE RM 2                                     28815     |
 MN0569| MN0568 DIX MUNICIPAL TANK                  APPROX. 4.6 KM 3033645.8 |
 MN0569|---------------------------------------------------------------------|
 MN0569
 MN0569                          SUPERSEDED SURVEY CONTROL
 MN0569
 MN0569  NAD 83(1993)-  41 12 39.24588(N)    103 26 27.13677(W) AD(       ) 1
 MN0569  NAD 83(1986)-  41 12 39.24000(N)    103 26 27.13762(W) AD(       ) 1
 MN0569  NAD 27      -  41 12 39.30940(N)    103 26 25.36760(W) AD(       ) 1
 MN0569
 MN0569.Superseded values are not recommended for survey control.
 MN0569
 MN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0569.See file dsdata.pdf to determine how the superseded data were derived.
 MN0569
 MN0569_MARKER: DS = TRIANGULATION STATION DISK
 MN0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0569_STAMPING: LODGEPOLE 1934
 MN0569_MARK LOGO: CGS
 MN0569_PROJECTION: RECESSED 30 CENTIMETERS
 MN0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0569+STABILITY: SURFACE MOTION
 MN0569
 MN0569  HISTORY     - Date     Condition        Report By
 MN0569  HISTORY     - 1934     MONUMENTED       CGS
 MN0569
 MN0569                          STATION DESCRIPTION
 MN0569
 MN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0569'THIS STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF DIX ON A
 MN0569'GRAVELED HILL ONCE UNDER CULTIVATION, OWNED BY GUY MELANARY.
 MN0569'IT IS ABOUT 2 MILES SOUTH OF LODGEPOLE CREEK, ONE-HALF MILE
 MN0569'NORTHEAST OF WHITE HOUSE OF A.D. NIGHINGALE, AND 3/4 MILE
 MN0569'NORTHWEST OF A WHITE SCHOOLHOUSE, MARK IS 12 INCHES BELOW
 MN0569'SURFACE OF GROUND.  THE STATION HAS A VIEW OF THE TOWN OF DIX
 MN0569'AT 290 DEG MAGNETIC, ALSO SEES PAVED U.S. HIGHWAY 30 EAST
 MN0569'OF DIX, AND IS IN SEC. 6, T. 14 N., R. 53 W.
 MN0569'
 MN0569'THE STATION IS REACHED FROM DIX POST OFFICE BY DRIVING EAST
 MN0569'ON U.S. HIGHWAY 30 FOR 1.8 MILES, THEN SOUTH ON GRADED ROAD
 MN0569'FOR 1.7 MILES, THEN LEAVE GRADED ROAD AND TURN EAST ON
 MN0569'SECTION-LINE TRACK ROAD AND DRIVE 0.5 MILE.  AT A T-FENCE
 MN0569'INTERSECTION TURN NORTH AND DRIVE 0.2 MILE ALONG THE EAST
 MN0569'SIDE OF THE FENCE, TURN EAST AND DRIVE 0.1 MILE ACROSS A FIELD
 MN0569'TO THE STATION.
 MN0569'
 MN0569'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0569'BRONZE DISKS SET AS DESCRIBED.
 MN0569'
 MN0569'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 2-1/2 FEET
 MN0569'EAST OF A NORTH-SOUTH FENCE, AND PROJECTS 4 INCHES.
 MN0569'
 MN0569'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 1
 MN0569'FOOT EAST OF A NORTH-SOUTH FENCE, AND PROJECTS 4 INCHES.
 MN0569'
 MN0569'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION (0.2 MILE
 MN0569'SOUTH AND 0.6 MILE WEST), 12 FEET EAST OF A SOUTHWEST FENCE
 MN0569'CORNER, 1-1/2 FEET NORTH OF AN EAST-WEST FENCE, 0.1 MILE
 MN0569'NORTHWEST OF A WHITE HOUSE, AND PROJECTS 4 INCHES.
 MN0569'
 MN0569'A 4-FOOT STAND WILL CLEAR THE LINE TO ALL OBJECTS EXCEPT
 MN0569'REFERENCE MARK NO. 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0461 ***********************************************************************
 MN0461  DESIGNATION -  LODGEPOLE COMMUNITY TV MAST
 MN0461  PID         -  MN0461
 MN0461  STATE/COUNTY-  NE/CHEYENNE
 MN0461  COUNTRY     -  US
 MN0461  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0461
 MN0461                         *CURRENT SURVEY CONTROL
 MN0461  ______________________________________________________________________
 MN0461* NAD 83(1995) POSITION- 41 06 38.30292(N) 102 36 43.47370(W)   ADJUSTED
 MN0461  ______________________________________________________________________
 MN0461  GEOID HEIGHT    -        -19.970 (meters)                     GEOID18
 MN0461  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 MN0461  HORZ ORDER      -  THIRD
 MN0461
 MN0461.The horizontal coordinates were established by classical geodetic methods
 MN0461.and adjusted by the National Geodetic Survey in August 1997.
 MN0461
 MN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0461.GEOID18 height accuracy estimate available here.
 MN0461
 MN0461.Click photographs - Photos may exist for this station.
 MN0461
 MN0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0461
 MN0461. The following values were computed from the NAD 83(1995) position.
 MN0461
 MN0461;                    North         East     Units Scale Factor Converg.
 MN0461;SPC NE       -   145,127.124   280,703.486   MT  0.99968224   -1 43 51.7
 MN0461;SPC NE       -   476,137.91    920,941.35   sFT  0.99968224   -1 43 51.7
 MN0461;UTM  13      - 4,553,787.275   700,499.830   MT  1.00009479   +1 34 14.2
 MN0461
 MN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0049953787(NAD 83)
 MN0461
 MN0461                          SUPERSEDED SURVEY CONTROL
 MN0461
 MN0461  NAD 83(1993)-  41 06 38.30290(N)    102 36 43.47391(W) AD(       ) 3
 MN0461  NAD 83(1992)-  41 06 38.30038(N)    102 36 43.47423(W) AD(       ) 3
 MN0461  NAD 83(1986)-  41 06 38.30023(N)    102 36 43.47382(W) AD(       ) 3
 MN0461  NAD 27      -  41 06 38.34700(N)    102 36 41.78100(W) AD(       ) 3
 MN0461
 MN0461.Superseded values are not recommended for survey control.
 MN0461
 MN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0461.See file dsdata.pdf to determine how the superseded data were derived.
 MN0461
 MN0461_MARKER: 42 = RADIO/TV MAST
 MN0461
 MN0461  HISTORY     - Date     Condition        Report By
 MN0461  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0461
 MN0461                          STATION DESCRIPTION
 MN0461
 MN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0461'THE STATION IS SITUATED ON A HIGH SUMMIT 2-3/4 MILES SOUTHEAST
 MN0461'OF LODGEPOLE, 1-1/2 MILES SOUTH OF U.S. HIGHWAY 30 AND
 MN0461'LODGEPOLE CREEK AND 3/4 MILE EAST OF COW CREEK.
 MN0461'
 MN0461'THE STATION IS THE CENTER OF A TUBULAR STEEL MAST WHICH IS
 MN0461'TRIANGULAR IN SHAPE.  IT IS UNLIGHTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0470 ***********************************************************************
 MN0470  DESIGNATION -  LODGEPOLE MUNICIPAL TANK
 MN0470  PID         -  MN0470
 MN0470  STATE/COUNTY-  NE/CHEYENNE
 MN0470  COUNTRY     -  US
 MN0470  USGS QUAD   -  LODGEPOLE (2017)
 MN0470
 MN0470                         *CURRENT SURVEY CONTROL
 MN0470  ______________________________________________________________________
 MN0470* NAD 83(1995) POSITION- 41 09 12.55459(N) 102 38 24.80348(W)   ADJUSTED
 MN0470  ______________________________________________________________________
 MN0470  GEOID HEIGHT    -        -19.994 (meters)                     GEOID18
 MN0470  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 MN0470  HORZ ORDER      -  THIRD
 MN0470
 MN0470.The horizontal coordinates were established by classical geodetic methods
 MN0470.and adjusted by the National Geodetic Survey in August 1997.
 MN0470
 MN0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0470.GEOID18 height accuracy estimate available here.
 MN0470
 MN0470.Click photographs - Photos may exist for this station.
 MN0470
 MN0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0470
 MN0470. The following values were computed from the NAD 83(1995) position.
 MN0470
 MN0470;                    North         East     Units Scale Factor Converg.
 MN0470;SPC NE       -   149,953.673   278,486.369   MT  0.99967740   -1 44 58.8
 MN0470;SPC NE       -   491,973.01    913,667.36   sFT  0.99967740   -1 44 58.8
 MN0470;UTM  13      - 4,558,480.010   698,007.342   MT  1.00008256   +1 33 12.3
 MN0470
 MN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9800758480(NAD 83)
 MN0470
 MN0470                          SUPERSEDED SURVEY CONTROL
 MN0470
 MN0470  NAD 83(1993)-  41 09 12.55448(N)    102 38 24.80362(W) AD(       ) 3
 MN0470  NAD 83(1986)-  41 09 12.55114(N)    102 38 24.80409(W) AD(       ) 3
 MN0470  NAD 27      -  41 09 12.60100(N)    102 38 23.10900(W) AD(       ) 3
 MN0470
 MN0470.Superseded values are not recommended for survey control.
 MN0470
 MN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0470.See file dsdata.pdf to determine how the superseded data were derived.
 MN0470
 MN0470_MARKER: 53 = ELEVATED TANK
 MN0470
 MN0470  HISTORY     - Date     Condition        Report By
 MN0470  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0470
 MN0470                          STATION DESCRIPTION
 MN0470
 MN0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0470'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE LODGEPOLE,
 MN0470'MUNICIPAL WATER TANK.  THE WATER TANK IS A FOUR LEGGED STRUCTURE
 MN0470'PAINTED SILVER WITH A CENTER STANDPIPE.  THE TANK IS 100 FEET
 MN0470'IN HEIGHT AND IS LOCATED IN THE NORTH PART OF LODGEPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1165 ***********************************************************************
 ML1165  DESIGNATION -  LODI
 ML1165  PID         -  ML1165
 ML1165  STATE/COUNTY-  NE/CUSTER
 ML1165  COUNTRY     -  US
 ML1165  USGS QUAD   -  OCONTO (2017)
 ML1165
 ML1165                         *CURRENT SURVEY CONTROL
 ML1165  ______________________________________________________________________
 ML1165* NAD 83(1995) POSITION- 41 12 07.68275(N) 099 48 51.63440(W)   ADJUSTED
 ML1165* NAVD 88 ORTHO HEIGHT -   856.    (meters)     2808.    (feet) SCALED
 ML1165  ______________________________________________________________________
 ML1165  GEOID HEIGHT    -        -22.826 (meters)                     GEOID18
 ML1165  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 ML1165  HORZ ORDER      -  FIRST
 ML1165
 ML1165.The horizontal coordinates were established by classical geodetic methods
 ML1165.and adjusted by the National Geodetic Survey in August 1997.
 ML1165
 ML1165.The orthometric height was scaled from a topographic map.
 ML1165
 ML1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1165.GEOID18 height accuracy estimate available here.
 ML1165
 ML1165.Click photographs - Photos may exist for this station.
 ML1165
 ML1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1165
 ML1165. The following values were computed from the NAD 83(1995) position.
 ML1165
 ML1165;                    North         East     Units Scale Factor Converg.
 ML1165;SPC NE       -   151,988.711   515,567.366   MT  0.99967257   +0 07 22.9
 ML1165;SPC NE       -   498,649.63  1,691,490.60   sFT  0.99967257   +0 07 22.9
 ML1165;UTM  14      - 4,561,515.892   431,721.867   MT  0.99965737   -0 32 11.2
 ML1165
 ML1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1165!SPC NE       -   0.99986929  x   0.99967257  =   0.99954190
 ML1165!UTM  14      -   0.99986929  x   0.99965737  =   0.99952670
 ML1165
 ML1165:                Primary Azimuth Mark                     Grid Az
 ML1165:SPC NE       -  LODI RM 2 AZIMUTH                        191 56 06.7
 ML1165:UTM  14      -  LODI RM 2 AZIMUTH                        192 35 40.8
 ML1165
 ML1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3172161515(NAD 83)
 ML1165
 ML1165|---------------------------------------------------------------------|
 ML1165| PID    Reference Object                     Distance      Geod. Az  |
 ML1165|                                                           dddmmss.s |
 ML1165| ML1164 OCONTO MUNICIPAL TANK               APPROX. 7.8 KM 1471731.9 |
 ML1165| CN9872 LODI RM 1                            19.271 METERS 14844     |
 ML1165| CN9873 LODI RM 2 AZIMUTH                                  1920329.6 |
 ML1165| CN9874 LODI RM 3                            17.999 METERS 23714     |
 ML1165|---------------------------------------------------------------------|
 ML1165
 ML1165                          SUPERSEDED SURVEY CONTROL
 ML1165
 ML1165  NAD 83(1986)-  41 12 07.68973(N)    099 48 51.63991(W) AD(       ) 1
 ML1165  NAD 27      -  41 12 07.66300(N)    099 48 50.21800(W) AD(       ) 1
 ML1165
 ML1165.Superseded values are not recommended for survey control.
 ML1165
 ML1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1165.See file dsdata.pdf to determine how the superseded data were derived.
 ML1165
 ML1165_MARKER: DS = TRIANGULATION STATION DISK
 ML1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1165_STAMPING: LODI 1933
 ML1165_MARK LOGO: CGS
 ML1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1165+STABILITY: SURFACE MOTION
 ML1165
 ML1165  HISTORY     - Date     Condition        Report By
 ML1165  HISTORY     - 1933     MONUMENTED       CGS
 ML1165  HISTORY     - 1934     GOOD             CGS
 ML1165  HISTORY     - 1951     GOOD             CGS
 ML1165
 ML1165                          STATION DESCRIPTION
 ML1165
 ML1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1165'ABOUT 8 MILES SOUTHEAST OF CALLAWAY, 5 MILES NORTHWEST OF
 ML1165'OCONTO, AND 2 MILES SOUTHEAST OF SMALL VILLAGE OF LODI, IN
 ML1165'NORTHWEST QUARTER OF SEC. 11, T. 14 N., R. 22 W., ON LAND OWNED
 ML1165'BY HARLEY HANSON.
 ML1165'
 ML1165'REACHED FROM CALLAWAY BY STATE HIGHWAY 40 SOUTHEAST 6.4 MILES
 ML1165'TO LODI, THENCE CONTINUE SOUTHEAST ON HIGHWAY 1.9 MILES,
 ML1165'AND TURN EAST, ACROSS RAILROAD 0.3 MILE TO CORNER.  TURN NORTH
 ML1165'AND FOLLOW ROAD NORTH AND NORTHEAST 1.55 MILES TO TOP OF
 ML1165'GRADE, THENCE SOUTH 0.7 MILE ACROSS FIELDS TO STATION.  TRUCK
 ML1165'TO STATION.  STATION IS ON SOUTHERLY AND SLIGHTLY LOWER OF
 ML1165'TWO FLAT TOPPED KNOLLS FORMING SUMMIT OF RIDGE.
 ML1165'
 ML1165'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION, IN SAME
 ML1165'PASTURE.
 ML1165'
 ML1165'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION, IN A PASTURE.
 ML1165'
 ML1165'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ON NEXT PROMINENT SUMMIT,
 ML1165'ABOUT 0.4 MILE SOUTH, AND NEAR NORTH-AND-SOUTH FENCE.
 ML1165'
 ML1165'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 ML1165'CONCRETE MONUMENTS.
 ML1165
 ML1165                          STATION RECOVERY (1934)
 ML1165
 ML1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1165'STATION IS IN NORTHWEST QUARTER OF SEC. 11, T. 14 N., R. 22 W.,
 ML1165'ON LAND OWNED BY HARLEY HANSON, APPROXIMATELY 8.0 MILES
 ML1165'SOUTHEAST OF CALLAWAY, 5.0 MILES NORTHWEST OF OCONTO, 2.0 MILES
 ML1165'SOUTHEAST OF LODI, CUSTER COUNTY.
 ML1165'
 ML1165'STATION IS REACHED FROM CALLAWAY BY FOLLOWING NEBRASKA HIGHWAY
 ML1165'40 SOUTHEAST FOR 6.4 MILES TO LODI, CONTINUE ON SAME HIGHWAY
 ML1165'2.0 MILES TO SOUTHEAST, THENCE TURN EAST ACROSS RAILROAD, AND
 ML1165'GO 0.3 MILE TO CORNER, TURN LEFT (NORTH) AND GO NORTH AND
 ML1165'NORTHEAST 1.55 MILES TO TOP OF GRADE.  GO SOUTH FOR 0.7 MILE
 ML1165'ACROSS FIELDS AND UPHILL TO STATION ON TOP OF RIDGE.
 ML1165'
 ML1165'STATION IS LOCATED ON SOUTH, LOWER, KNOB OF TWO KNOBS FORMING
 ML1165'TOP OF RIDGE, 400 FEET EAST OF NORTH-SOUTH FENCE LINE AND
 ML1165'300 FEET SOUTH OF EAST-WEST SECTION-LINE FENCE.  ALL MARKS
 ML1165'FOUND IN EXCELLENT CONDITION.
 ML1165'
 ML1165'REFERENCE MARK NO. 1 IS 10 FEET FROM SOUTHEAST EDGE OF STATION
 ML1165'HILL, 63.23 FEET FROM STATION MARK.
 ML1165'
 ML1165'REFERENCE MARK NO. 3 IS APPROXIMATELY 20 FEET FROM SOUTHWEST
 ML1165'EDGE OF STATION HILL, 59.05 FEET FROM STATION MARK.
 ML1165'
 ML1165'REFERENCE MARK NO. 2 IS ON TOP OF KNOB RISING 0.25 MILE
 ML1165'SOUTH OF STATION HILL.
 ML1165
 ML1165                          STATION RECOVERY (1951)
 ML1165
 ML1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1165'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 ML1165'(AZIMUTH MARK) AND REFERENCE MARK NO. 3 WERE RECOVERED AND
 ML1165'FOUND TO BE IN GOOD CONDITION.
 ML1165'
 ML1165'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ML1165'
 ML1165'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF OCONTO
 ML1165'ON THE HIGHEST POINT OF A PROMINENT HILL.  IT IS STAMPED
 ML1165'LODI 1933 AND PROJECTS 2 INCHES.
 ML1165'
 ML1165'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ABOUT 2 FEET
 ML1165'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED LODI NO
 ML1165'1 1933 AND PROJECTS 2 INCHES.
 ML1165'
 ML1165'REFERENCE MARK NO. 3 IS IN THE OPEN PASTURE AND IS ABOUT 2 FEET
 ML1165'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED LODI NO 3
 ML1165'1933 AND PROJECTS 3 INCHES.
 ML1165'
 ML1165'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 85.33 FEET.
 ML1165'
 ML1165'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ON THE HIGHEST POINT
 ML1165'OF A SMALL ROUND HILL, 90 FEET EAST OF A NORTH-SOUTH FENCE LINE
 ML1165'AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED LODI NO
 ML1165'2 1933 AND PROJECTS 2 INCHES.
 ML1165'
 ML1165'TO REACH THE STATION FROM THE RAILROAD STATION IN OCONTO, GO
 ML1165'NORTHWEST ON STATE HIGHWAY 40 FOR 5.0 MILES TO A CROSSROAD,
 ML1165'TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.2 MILE TO A T
 ML1165'INTERSECTION, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A POINT
 ML1165'WHERE MAIN ROAD CURVES NORTHEAST.  TURN RIGHT AND GO NORTHEAST
 ML1165'FOR 0.3 MILE TO A FIELD ENTRANCE ON RIGHT, TURN RIGHT AND GO
 ML1165'SOUTHEAST ACROSS HAY MEADOW AND UP RIDGE FOR 0.6 MILE TO A
 ML1165'NORTH-SOUTH FENCE LINE, CROSS FENCE LINE AND CONTINUE
 ML1165'SOUTHEAST FOR 0.1 MILE TO HIGHEST POINT OF HILL AND STATION AS
 ML1165'DESCRIBED.
 ML1165'
 ML1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST AND
 ML1165'SOUTH ALONG TOP OF RIDGE FOR 0.45 MILE TO AZIMUTH MARK AS
 ML1165'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0429 ***********************************************************************
 LJ0429  DESIGNATION -  LOGAN
 LJ0429  PID         -  LJ0429
 LJ0429  STATE/COUNTY-  NE/FURNAS
 LJ0429  COUNTRY     -  US
 LJ0429  USGS QUAD   -  WILSONVILLE NW (2017)
 LJ0429
 LJ0429                         *CURRENT SURVEY CONTROL
 LJ0429  ______________________________________________________________________
 LJ0429* NAD 83(1995) POSITION- 40 11 51.49599(N) 100 09 57.97045(W)   ADJUSTED
 LJ0429* NAVD 88 ORTHO HEIGHT -   761.    (meters)     2497.    (feet) SCALED
 LJ0429  ______________________________________________________________________
 LJ0429  GEOID HEIGHT    -        -24.407 (meters)                     GEOID18
 LJ0429  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 LJ0429  HORZ ORDER      -  FIRST
 LJ0429
 LJ0429.The horizontal coordinates were established by classical geodetic methods
 LJ0429.and adjusted by the National Geodetic Survey in August 1997.
 LJ0429
 LJ0429.The orthometric height was scaled from a topographic map.
 LJ0429
 LJ0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0429.GEOID18 height accuracy estimate available here.
 LJ0429
 LJ0429.Click photographs - Photos may exist for this station.
 LJ0429
 LJ0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0429
 LJ0429. The following values were computed from the NAD 83(1995) position.
 LJ0429
 LJ0429;                    North         East     Units Scale Factor Converg.
 LJ0429;SPC NE       -    40,463.888   485,858.000   MT  0.99991651   -0 06 36.3
 LJ0429;SPC NE       -   132,755.27  1,594,019.12   sFT  0.99991651   -0 06 36.3
 LJ0429;UTM  14      - 4,450,345.385   400,748.212   MT  0.99972126   -0 45 09.7
 LJ0429
 LJ0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0429!SPC NE       -   0.99988441  x   0.99991651  =   0.99980093
 LJ0429!UTM  14      -   0.99988441  x   0.99972126  =   0.99960571
 LJ0429
 LJ0429:                Primary Azimuth Mark                     Grid Az
 LJ0429:SPC NE       -  LOGAN AZ MK 2                            359 25 02.1
 LJ0429:UTM  14      -  LOGAN AZ MK 2                            000 03 35.5
 LJ0429
 LJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0074850345(NAD 83)
 LJ0429
 LJ0429|---------------------------------------------------------------------|
 LJ0429| PID    Reference Object                     Distance      Geod. Az  |
 LJ0429|                                                           dddmmss.s |
 LJ0429| CN9875 LOGAN AZ MK                                        0804137.2 |
 LJ0429| CN9877 LOGAN RM 1                           38.698 METERS 17437     |
 LJ0429| KH0722 NORCATUR MUNICIPAL TANK             APPROX.39.8 KM 1825922.8 |
 LJ0429| LJ0430 COUNTRY CHURCH SPIRE F              APPROX. 8.8 KM 2062112.4 |
 LJ0429| LJ0431 COUNTRY CHURCH SPIRE E              APPROX.14.2 KM 2595930.0 |
 LJ0429| CN9878 LOGAN RM 2                           45.974 METERS 27312     |
 LJ0429| LJ0440 BARTLEY MUNICIPAL TANK              APPROX.13.5 KM 2982937.1 |
 LJ0429| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 9.8 KM 3494712.5 |
 LJ0429| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX. 9.9 KM 3544259.8 |
 LJ0429| LJ0419 CAMBRIDGE ST JOHNS CH SPIRE         APPROX. 9.5 KM 3563753.0 |
 LJ0429| CN9876 LOGAN AZ MK 2                                      3591825.8 |
 LJ0429|---------------------------------------------------------------------|
 LJ0429
 LJ0429                          SUPERSEDED SURVEY CONTROL
 LJ0429
 LJ0429  NAD 83(1986)-  40 11 51.50111(N)    100 09 57.97469(W) AD(       ) 1
 LJ0429  NAD 27      -  40 11 51.47759(N)    100 09 56.48103(W) AD(       ) 1
 LJ0429
 LJ0429.Superseded values are not recommended for survey control.
 LJ0429
 LJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0429.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0429
 LJ0429_MARKER: DS = TRIANGULATION STATION DISK
 LJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0429_STAMPING: LOGAN 1934
 LJ0429_MARK LOGO: CGS
 LJ0429_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0429+STABILITY: SURFACE MOTION
 LJ0429
 LJ0429  HISTORY     - Date     Condition        Report By
 LJ0429  HISTORY     - 1934     MONUMENTED       CGS
 LJ0429  HISTORY     - 1935     GOOD             CGS
 LJ0429  HISTORY     - 1935     GOOD             CGS
 LJ0429  HISTORY     - 1951     GOOD             CGS
 LJ0429
 LJ0429                          STATION DESCRIPTION
 LJ0429
 LJ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0429'STATION IS LOCATED IN SEC. 29, T. 3 N., R. 25 W., LOGAN
 LJ0429'TOWNSHIP, ON PROPERTY OWNED BY RALPH KLECKNER, ABOUT 6 MILES
 LJ0429'SOUTH OF CAMBRIDGE, ABOUT 6 MILES NORTH AND 3 MILES WEST OF
 LJ0429'WILSONVILLE.  MARK IS 12 INCHES UNDERGROUND, 10 FEET SOUTH OF
 LJ0429'FENCE, AND 12 FEET WEST OF FENCE.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 1 IS 127.00 FEET SOUTH OF STATION, 1 FOOT
 LJ0429'WEST OF FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 2 IS 150.85 FEET WEST OF STATION, 1 FOOT
 LJ0429'SOUTH OF FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 LJ0429'
 LJ0429'LAPLACE AZIMUTH MARK IS 3.9 MILES EAST BY NORTH OF STATION,
 LJ0429'27 FEET WEST OF CENTERLINE OF ROAD, 140 FEET NORTH OF FENCE
 LJ0429'CORNER, AND PROJECTS 2 INCHES ABOVE GROUND.  TO REACH FROM
 LJ0429'STATION, GO EAST ALONG FENCE 0.5 MILE TO ROAD, THENCE LEFT
 LJ0429'(NORTH) 1.2 MILES ON MAIN ROAD, THENCE RIGHT (EAST) 1.3 MILES,
 LJ0429'THENCE RIGHT (SOUTH) 0.5 MILE, THENCE LEFT (EAST) 2.0 MILES TO
 LJ0429'CROSSROADS, THENCE LEFT (NORTH) ABOUT 150 FEET TO MARK ON LEFT
 LJ0429'(WEST).
 LJ0429'
 LJ0429'TO REACH FROM CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT
 LJ0429'IN CAMBRIDGE, GO SOUTH FOR 0.7 MILE, TAKE RIGHT FORK AND
 LJ0429'CONTINUE SOUTH ON MAIN ROAD FOR 5.45 MILES, THENCE RIGHT (WEST)
 LJ0429'THROUGH GATE FOR 0.5 MILE ALONG FENCE TO TOP OF GRADE AND
 LJ0429'STATION AT FENCE CORNER.
 LJ0429'
 LJ0429'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 LJ0429
 LJ0429                          STATION RECOVERY (1935)
 LJ0429
 LJ0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0429'THE STATION IS LOCATED 6 MILES SOUTH OF CAMBRIDGE, 6 MILES NORTH
 LJ0429'AND 3 MILES WEST OF WILSONVILLE, IN THE CENTER OF SEC. 29, T.
 LJ0429'3 N., R. 25 W., LOGAN TOWNSHIP, ON PROPERTY OWNED BY RALPH
 LJ0429'KLECKNER, 1/2 MILE WEST-NORTHWEST OF THE FARM BUILDINGS OF R.A.
 LJ0429'KLECKNER.  THE MARK WAS PLACED 12 FEET SOUTH AND 12 FEET WEST OF
 LJ0429'FENCES, AND 16.5 FEET SOUTHWEST OF 4-WAY FENCE CORNER.  IT WAS
 LJ0429'RECOVERED IN EXCELLENT CONDITION, 14 INCHES BELOW THE SURFACE
 LJ0429'OF THE GROUND.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1/2 FOOT WEST OF
 LJ0429'FENCE, AND PROJECTS 1 INCH.  IT IS SET
 LJ0429'AND WAS RECOVERED IN EXCELLENT CONDITION.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF FENCE,
 LJ0429'AND PROJECTS 4 INCHES.  IT
 LJ0429'WAS RECOVERED IN EXCELLENT CONDITION.
 LJ0429'
 LJ0429'AZIMUTH MARK (LA PLACE AZIMUTH) IS EAST-NORTHEAST OF STATION,
 LJ0429'140 FEET NORTH OF A FENCE CORNER, 27 FEET WEST OF CENTERLINE OF
 LJ0429'ROAD AND PROJECTS 2 INCHES.  IT IS SET
 LJ0429'AND WAS RECOVERED IN EXCELLENT CONDITION.
 LJ0429'
 LJ0429'LAPLACE AZIMUTH MAY BE REACHED FROM STATION BY GOING EAST ALONG
 LJ0429'FENCE 0.5 MILE TO ROAD, TURN LEFT (NORTH) AND GO 1.2 MILES ON
 LJ0429'MAIN ROAD, TURN RIGHT (EAST) AND GO 1.3 MILES, TURN RIGHT
 LJ0429'(SOUTH) AND GO 0.5 MILE, TURN LEFT (EAST) AND GO 2.0 MILES TO A
 LJ0429'CROSSROADS, THENCE LEFT (NORTH) ABOUT 150 FEET TO MARK ON LEFT
 LJ0429'(WEST).
 LJ0429'
 LJ0429'A 60-FOOT TOWER WILL CLEAR ALL LINES.
 LJ0429'
 LJ0429'STATIONS ROCKTON, REED, AND BREACH WERE NOT VISIBLE FROM THE
 LJ0429'GROUND.
 LJ0429
 LJ0429                          STATION RECOVERY (1935)
 LJ0429
 LJ0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 LJ0429'DESCRIPTION IS CORRECT, STATION RECOVERED AS DESCRIBED.  HOWEVER,
 LJ0429'RELOCATION OF ROADS FOLLOWING THE 1935 FLOOD MAKE NEW DESCRIPTION
 LJ0429'DESIRABLE.
 LJ0429'
 LJ0429'GO SOUTH FROM CAMBRIDGE ON STREET WEST OF DEPOT FOR 5.5 MILES
 LJ0429'ON THE MAIN-TRAVELLED ROAD, AT THIS POINT THE MAIN ROAD MAKES
 LJ0429'A JOG TO THE LEFT (SECOND SUCH JOG).  HERE CONTINUE STRAIGHT
 LJ0429'AHEAD, LEAVING THE MAIN-TRAVELLED ROAD, 1/4 MILE TO EAST-AND-WEST
 LJ0429'FENCE, THEN WEST ALONG THIS FENCE 1/8 MILE TO WIRE GATE AT CORNER
 LJ0429'OF FIELD.  STATION IS IN NORTHEAST CORNER OF FIELD, SOUTHWEST
 LJ0429'OF THIS CORNER.
 LJ0429'
 LJ0429'THIS ROUTE FOLLOWS HIGHER GROUND AFTER LEAVING MAIN ROAD.
 LJ0429
 LJ0429                          STATION RECOVERY (1951)
 LJ0429
 LJ0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0429'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LJ0429'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK
 LJ0429'WAS ESTABLISHED.
 LJ0429'
 LJ0429'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0429'
 LJ0429'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH-NORTHWEST OF
 LJ0429'WILSONVILLE, 6.0 MILES SOUTH OF CAMBRIDGE, 0.5 MILE EAST OF A
 LJ0429'NORTH-SOUTH GRADED ROAD AND IN A FENCE CORNER.  IT IS 12.0 FEET
 LJ0429'WEST OF A NORTH-SOUTH FENCE LINE, 11.0 FEET SOUTH OF AN EAST-WEST
 LJ0429'FENCE LINE AND 11.0 FEET SOUTH OF A WITNESS POST.  IT IS SET
 LJ0429'12 INCHES UNDERGROUND AND STAMPED LOGAN 1934.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 LJ0429'IS SET FLUSH AND STAMPED LOGAN NO 1 1934.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE.  IT
 LJ0429'IS SET FLUSH AND STAMPED LOGAN NO 2 1934.
 LJ0429'
 LJ0429'THE AZIMUTH MARK IS 46.0 FEET WEST OF THE CENTER OF STATE
 LJ0429'HIGHWAY 47, 2.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH
 LJ0429'OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED LOGAN
 LJ0429'1934 RESET 1951.
 LJ0429'
 LJ0429'TO REACH THE STATION FROM THE DEPOT IN CAMBRIDGE, GO SOUTH ON
 LJ0429'STATE HIGHWAY 47 FOR 4.2 MILES TO A T ROAD LEADING WEST.
 LJ0429'(CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 0.15 MILE TO WHERE THE
 LJ0429'HIGHWAY CURVES EAST AND THE AZIMUTH MARK ON THE RIGHT AS
 LJ0429'DESCRIBED.) TURN RIGHT, WEST, ON A GRADED ROAD FOR 0.5 MILE
 LJ0429'TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRADED ROAD FOR 1.5
 LJ0429'MILES TO TWO GATES ON THE LEFT, TURN LEFT THROUGH THE SOUTH
 LJ0429'GATE AND GO EASTERLY ALONG THE NORTH SIDE OF A CULTIVATED FIELD
 LJ0429'FOR 0.65 MILE TO A FENCE CORNER AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0526 ***********************************************************************
 MN0526  DESIGNATION -  LOGAN
 MN0526  PID         -  MN0526
 MN0526  STATE/COUNTY-  NE/BANNER
 MN0526  COUNTRY     -  US
 MN0526  USGS QUAD   -  MCGREW (2017)
 MN0526
 MN0526                         *CURRENT SURVEY CONTROL
 MN0526  ______________________________________________________________________
 MN0526* NAD 83(1995) POSITION- 41 38 17.89273(N) 103 23 05.07461(W)   ADJUSTED
 MN0526* NAVD 88 ORTHO HEIGHT -  1424.0   (meters)     4672.    (feet) VERTCON
 MN0526  ______________________________________________________________________
 MN0526  GEOID HEIGHT    -        -19.453 (meters)                     GEOID18
 MN0526  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 MN0526  HORZ ORDER      -  FIRST
 MN0526
 MN0526.The horizontal coordinates were established by classical geodetic methods
 MN0526.and adjusted by the National Geodetic Survey in August 1997.
 MN0526
 MN0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0526
 MN0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0526.GEOID18 height accuracy estimate available here.
 MN0526
 MN0526.Click photographs - Photos may exist for this station.
 MN0526
 MN0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0526
 MN0526. The following values were computed from the NAD 83(1995) position.
 MN0526
 MN0526;                    North         East     Units Scale Factor Converg.
 MN0526;SPC NE       -   205,915.111   218,156.569   MT  0.99966126   -2 14 35.0
 MN0526;SPC NE       -   675,573.16    715,735.34   sFT  0.99966126   -2 14 35.0
 MN0526;UTM  13      - 4,610,878.870   634,528.732   MT  0.99982271   +1 04 24.2
 MN0526
 MN0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0526!SPC NE       -   0.99977974  x   0.99966126  =   0.99944107
 MN0526!UTM  13      -   0.99977974  x   0.99982271  =   0.99960249
 MN0526
 MN0526:                Primary Azimuth Mark                     Grid Az
 MN0526:SPC NE       -  LOGAN RM 2 AZIMUTH                       307 54 53.0
 MN0526:UTM  13      -  LOGAN RM 2 AZIMUTH                       304 35 53.8
 MN0526
 MN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3452810878(NAD 83)
 MN0526
 MN0526|---------------------------------------------------------------------|
 MN0526| PID    Reference Object                     Distance      Geod. Az  |
 MN0526|                                                           dddmmss.s |
 MN0526| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.14.2 KM 0165351.8 |
 MN0526| MN0530 BAYARD SUGAR MILL WATER TANK        APPROX.14.1 KM 0172538.3 |
 MN0526| MN0531 BAYARD MUNICIPAL TANK               APPROX.14.7 KM 0203902.2 |
 MN0526| CP7646 LOGAN RM 1                           23.448 METERS 14139     |
 MN0526| CP7649 LOGAN WM                                           23835     |
 MN0526| MN0644 GERING HWY PATROL RAD TWR           APPROX.24.4 KM 2882757.3 |
 MN0526| CP7648 LOGAN RM 3                           15.449 METERS 29718     |
 MN0526| CP7647 LOGAN RM 2 AZIMUTH                                 3054018.0 |
 MN0526| MN0632 MINATARE MUNICIPAL TANK             APPROX.21.5 KM 3321357.5 |
 MN0526| MN0532 MINATARE SUGAR MILL TANK            APPROX.20.5 KM 3321355.3 |
 MN0526|---------------------------------------------------------------------|
 MN0526
 MN0526                          SUPERSEDED SURVEY CONTROL
 MN0526
 MN0526  NAD 83(1993)-  41 38 17.89257(N)    103 23 05.07456(W) AD(       ) 1
 MN0526  NAD 83(1986)-  41 38 17.88380(N)    103 23 05.07768(W) AD(       ) 1
 MN0526  NAD 27      -  41 38 17.98500(N)    103 23 03.30300(W) AD(       ) 1
 MN0526  NGVD 29 (07/19/86) 1423.4    (m)         4670.     (f) VERT ANG       
 MN0526
 MN0526.Superseded values are not recommended for survey control.
 MN0526
 MN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0526.See file dsdata.pdf to determine how the superseded data were derived.
 MN0526
 MN0526_MARKER: DS = TRIANGULATION STATION DISK
 MN0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0526_STAMPING: LOGAN 1933
 MN0526_MARK LOGO: CGS
 MN0526_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0526
 MN0526  HISTORY     - Date     Condition        Report By
 MN0526  HISTORY     - 1933     MONUMENTED       CGS
 MN0526  HISTORY     - 1934     GOOD             CGS
 MN0526  HISTORY     - 1963     GOOD             CGS
 MN0526  HISTORY     - 1973     GOOD             NGS
 MN0526
 MN0526                          STATION DESCRIPTION
 MN0526
 MN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0526'ABOUT 9 MILES SOUTH OF BAYARD ON A HIGH SUMMIT OF THE WILDCAT
 MN0526'RIDGE, IN NORTHWEST SEC. 12, T. 19 N., R. 53 W.
 MN0526'
 MN0526'REACHED FROM MINATARE BY U.S. HIGHWAY 26, BY GOING EAST FOR
 MN0526'4 MILES, THENCE SOUTH TO MC GREW, THENCE WEST ONE-HALF MILE,
 MN0526'THENCE SOUTH 3.8 MILES, EAST 1 MILE, THENCE SOUTH ON TRAIL
 MN0526'UP LOGAN CANYON 2.6 MILES TO END OF TRAIL.  STATION IS REACHED
 MN0526'FROM HERE BY PACKING UP RIGHT-HAND FORK OF CANYON TO TOP OF
 MN0526'RIDGE 1 MILE, THENCE SOUTHEAST ALONG RIDGE ABOUT ONE-HALF MILE
 MN0526'TO STATION.  STATION IS ON WESTERLY END OF CRESCENT-SHAPED
 MN0526'RIDGE WHICH IS HIGHEST IN VICINITY.
 MN0526'
 MN0526'STATION MARK IS STANDARD TABLET SET IN TOP OF 6-INCH CAST-IRON
 MN0526'PIPE FILLED WITH CONCRETE.
 MN0526'
 MN0526'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 MN0526'AS DESCRIBED.
 MN0526'
 MN0526'REFERENCE MARK NO. 1 IS STANDARD REFERENCE MARK TABLET SET
 MN0526'IN SIMILAR PIPE FILLED WITH CONCRETE, NEAR EAST END OF
 MN0526'CRESCENT-SHAPED RIDGE AND EAST OF STATION.
 MN0526'
 MN0526'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS SIMILAR MARK NORTH OF
 MN0526'WEST OF STATION, IN EAST-AND-WEST FENCE LINE, JUST WEST OF
 MN0526'THREE PINE TREES.
 MN0526'
 MN0526'WITNESS MARK IS THREE NAILS IN A PINE TREE, SOUTHWEST OF STATION.
 MN0526
 MN0526                          STATION RECOVERY (1934)
 MN0526
 MN0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0526'STATION IS ABOUT 7 MILES SOUTH OF MC GREW AND IS NEAR THE
 MN0526'WEST END OF A CRESCENT-SHAPED RIDGE ON THE DIVIDE OVERLOOKING
 MN0526'THE NORTH PLATTE RIVER VALLEY TO THE NORTH AND THE PUMPKIN
 MN0526'CREEK VALLEY TO THE SOUTH.  THERE ARE A FEW SMALL PINE TREES
 MN0526'ON THE RIDGE.  THE STATION MARK, WHICH IS A STANDARD DISK
 MN0526'SET WITH CONCRETE IN A FOUR-INCH IRON PIPE, WAS RECOVERED
 MN0526'IN EXCELLENT CONDITION.
 MN0526'
 MN0526'THE STATION IS REACHED FROM MC GREW BY GOING SOUTH FROM THE
 MN0526'RAILROAD TRACKS 0.2 MILE.  TURN WEST ON A GRADED ROAD AND
 MN0526'GO 0.3 MILE.  TURN SOUTH ON A GRADED ROAD AND GO 4.0 MILES.
 MN0526'TURN EAST ON A TRAIL FOLLOWING THE SECTION LINE AND GO 1.0
 MN0526'MILE.  TURN SOUTH THROUGH A WIRE GATE AND FOLLOW THE TRAIL
 MN0526'0.8 MILE TO SOME RANCH BUILDINGS.  PASS THROUGH A WIRE GATE
 MN0526'AT THE NORTHWEST CORNER OF THE RANCH YARD AND TAKE THE ONLY
 MN0526'TRAIL SOUTH WHICH WINDS UP LOGAN CANYON.  FOLLOW THIS TRAIL
 MN0526'2.1 MILES TO A WIRE FENCE.  FROM THIS POINT PACK UP THE WEST
 MN0526'SIDE OF THE CENTRAL ONE OF THREE CANYONS, FOLLOWING A STOCK
 MN0526'TRAIL 1.0 MILE TO THE TOP OF THE DIVIDE.  THEN GO
 MN0526'SOUTHEASTERLY ALONG THE TOP OF THE RIDGE ABOUT ONE-HALF MILE
 MN0526'TO THE HIGHEST POINT IN THE VICINITY AND THE STATION.  IT IS
 MN0526'ABOUT A THIRTY-FIVE MINUTE PACK.
 MN0526'
 MN0526'REFERENCE MARKS WERE BOTH FOUND IN EXCELLENT CONDITION.
 MN0526'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 MN0526'
 MN0526'REFERENCE MARK NO. 2, WHICH IS TO BE USED AS THE AZIMUTH
 MN0526'MARK, IS ABOUT 3/8 MILE NORTHWEST OF THE STATION AND IS IN A
 MN0526'FENCE LINE.  BOTH REFERENCE MARKS ARE STANDARD DISKS SET
 MN0526'WITH CONCRETE IN FOUR-INCH IRON PIPES.
 MN0526'
 MN0526'A 4-FOOT STAND WAS ERECTED.
 MN0526
 MN0526                          STATION RECOVERY (1963)
 MN0526
 MN0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0526'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0526'
 MN0526'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 MN0526'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS AND
 MN0526'DISTANCES TO THE MARKS WERE VERIFIED.
 MN0526'
 MN0526'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 MN0526'
 MN0526'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0526'
 MN0526'THE STATION IS 8 MILES SOUTH OF MC GREW, 7 MILES NORTHWEST OF
 MN0526'REDINGTON AND NEAR THE WEST END OF A CRESCENT-SHAPED RIDGE
 MN0526'OVERLOOKING THE NORTH PLATTE RIVER VALLEY TO THE NORTH AND
 MN0526'PUMPKIN CREEK VALLEY TO THE SOUTH.  THE STATION IS IN THE
 MN0526'NORTHWEST QUARTER OF SECTION 12, T 19 N, R 53 W AND ON PROPERTY
 MN0526'OWNED BY MR. HENRY L. OLSON.
 MN0526'
 MN0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0526'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0526'24.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 88.  TURN
 MN0526'RIGHT AND GO EAST ON HIGHWAY 88 FOR 8.1 MILES TO A
 MN0526'CROSSROAD.  CONTINUE EAST ON HIGHWAY 88 FOR 6.1 MILE TO A
 MN0526'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 2.1
 MN0526'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTH ON THE
 MN0526'GRAVEL ROAD FOR 0.65 MILE TO WHERE THE GRAVEL ROAD CURVES TO
 MN0526'THE RIGHT AND A TRACK ROAD TO THE LEFT.  TURN LEFT AND GO NORTH
 MN0526'ON THE TRACK ROAD PASSING TO THE WEST OF A SMALL FENCED OFF LOT
 MN0526'FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE
 MN0526'THEN JOG TO THE LEFT AND GO NORTH ON A TRACK ROAD FOR
 MN0526'0.95 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO
 MN0526'NORTHWEST ON THE TRACK ROAD FOR 0.75 MILE TO A WIRE
 MN0526'GATE.  PASS THROUGH THE WIRE GATE AND GO NORTHERLY ON THE
 MN0526'TRACK ROAD FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE
 MN0526'WIRE GATE AND GO NORTHEAST FOR 0.05 MILE TO A Y-ROAD FORK.
 MN0526'BEAR LEFT AND GO NORTHERLY ON A TRACK ROAD FOR 0.5 MILE TO
 MN0526'A WINDMILL AND TWO WATER TANKS ON THE LEFT.  BEAR RIGHT AND
 MN0526'GO SOUTHEAST AND EAST ALONG THE TOP OF THE RIDGE FOR 0.9
 MN0526'MILE TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE
 MN0526'AND GO EASTERLY ON THE TRACK ROAD FOR 0.25 MILE TO
 MN0526'REFERENCE MARK NO. 2 (AZIMUTH MARK) ON THE LEFT, ABOUT 100
 MN0526'YARDS NORTH OF THE TRACK ROAD.  CONTINUE EASTERLY ON THE
 MN0526'TRACK ROAD FOR 0.1 MILE TO A WINDMILL ON THE RIGHT.
 MN0526'CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A SADDLE,
 MN0526'THENCE BEAR RIGHT AND GO SOUTHEASTERLY UP-HILL TO THE TOP
 MN0526'OF THE RIDGE AND THE STATION.
 MN0526'
 MN0526'STATION MARK, A STANDARD DISK STAMPED LOGAN 1933, IS CEMENTED
 MN0526'IN A 6 INCH IN DIAMETER IRON PIPE WHICH PROJECTS 5 INCHES.
 MN0526'
 MN0526'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOGAN NO 1 1933,
 MN0526'IS CEMENTED IN A 6 INCH IN DIAMETER IRON PIPE WHICH PROJECTS
 MN0526'8 INCHES.
 MN0526'
 MN0526'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOGAN NO 2 1933,
 MN0526'IS CEMENTED IN A 6 INCH IN DIAMETER IRON PIPE WHICH PROJECTS
 MN0526'8 INCHES.
 MN0526'
 MN0526'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOGAN NO 3 1933,
 MN0526'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0526
 MN0526                          STATION RECOVERY (1973)
 MN0526
 MN0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0526'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MN0526'IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO ALL MARKS
 MN0526'COMPARED WITH THE OLD DATA.  A NEW AND COMPLETE DESCRIPTION
 MN0526'FOLLOWS--
 MN0526'
 MN0526'STATION IS LOCATED ABOUT 15 MILES WEST OF BRIDGEPORT, 13 MILES
 MN0526'SOUTH-SOUTHEAST OF MELBETA, 8 MILES SOUTH-SOUTHWEST OF BAYARD,
 MN0526'7 MILES NORTHWEST OF REDINGTON AND NEAR A CRESCENT-SHAPED RIDGE
 MN0526'OVERLOOKING THE THE NORTH PLATTE RIVER VALLEY TO THE NORTH
 MN0526'AND PUMPKIN CREEK VALLEY TO THE SOUTH, PROPERTY IS OWNED BY
 MN0526'MR. HENRY L. OLSON.
 MN0526'
 MN0526'TO REACH FROM THE POST OFFICE IN MELBETA, GO SOUTHERLY ON THE
 MN0526'PAVED ROAD FOR 7 MILES TO END OF PAVEMENT.  CONTINUE SOUTH
 MN0526'ON THE GRAVELED ROAD FOR 5.4 MILES TO A GRAVELED SIDE ROAD
 MN0526'LEFT.  TURN LEFT AND GO EAST FOR 2.1 MILES TO A T-ROAD.  TURN
 MN0526'RIGHT AND GO SOUTH AND EAST ON THE GRAVELED ROAD FOR 5.1 MILES
 MN0526'TO A T-ROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 MN0526'0.6 MILE TO A TRACK ROAD LEFT AND TWO GATES.  PASS THROUGH
 MN0526'GATES AND GO NORTHWEST ON TRACK ROAD FOR 1.1 MILES TO A GATE.
 MN0526'PASS THROUGH AND CONTINUE ON TRACK ROAD NORTHWEST UPHILL FOR
 MN0526'0.7 MILE TO A GATE.  PASS THROUGH AND CONTINUE ON TRACK ROAD
 MN0526'FOR 0.4 MILE TO A GATE.  PASS THROUGH AND GO NORTHERLY ON
 MN0526'TRACK ROAD FOR 0.5 MILE TO A WINDMILL ON LEFT.  TURN RIGHT
 MN0526'AND GO EASTERLY ON THE TRACK ROAD FOR 0.9 MILE TO A GATE.
 MN0526'PASS THROUGH AND GO EASTERLY ON THE TRACK ROAD FOR 0.3
 MN0526'MILE TO REFERENCE MARK 2 ON LEFT IN THE FENCE LINE.
 MN0526'CONTINUE EAST ON THE TRACK ROAD FOR 0.5 MILE TO THE TOP OF
 MN0526'RIDGE AND STATION AS DESCRIBED.
 MN0526'
 MN0526'STATION MARK IS A STANDARD DISK STAMPED LOGAN 1933, SET IN
 MN0526'TOP OF A 4-INCH PRECAST CONCRETE IRON PIPE THAT PROJECTS 4
 MN0526'INCHES ABOVE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE
 MN0526'NORTH EDGE OF RIDGE AND 43 FEET NORTH OF THE SOUTH EDGE OF
 MN0526'RIDGE.
 MN0526'
 MN0526'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOGAN NO 1 1933,
 MN0526'SET IN TOP OF A 4-INCH PRECAST CONCRETE IRON PIPE THAT PROJECTS
 MN0526'6 INCHES ABOVE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE
 MN0526'SOUTH EDGE OF RIDGE AND 34 FEET SOUTH OF THE NORTH EDGE OF
 MN0526'RIDGE.
 MN0526'
 MN0526'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOGAN NO 2 1933,
 MN0526'SET IN TOP OF A 4-INCH PRECAST CONCRETE IRON PIPE THAT PROJECTS
 MN0526'8 INCHES ABOVE GROUND SURFACE.  IT IS 5 INCHES SOUTH OF THE
 MN0526'FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 MN0526'ATTACHED.
 MN0526'
 MN0526'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LOGAN NO 3 1933,
 MN0526'SET IN 12-INCH SQUARE CONCRETE, PROJECTS 2 INCHES.  ITS 8
 MN0526'FEET NORTH OF THE SOUTH EDGE OF RIDGE, 34 FEET SOUTH OF THE
 MN0526'NORTH EDGE OF RIDGE.
 MN0526'
 MN0526'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN--7 MILES
 MN0526'NORTHWEST OF REDINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0892 ***********************************************************************
 LG0892  DESIGNATION -  LOGAN
 LG0892  PID         -  LG0892
 LG0892  STATE/COUNTY-  NE/CLAY
 LG0892  COUNTRY     -  US
 LG0892  USGS QUAD   -  EDGAR NW (2017)
 LG0892
 LG0892                         *CURRENT SURVEY CONTROL
 LG0892  ______________________________________________________________________
 LG0892* NAD 83(1995) POSITION- 40 25 22.70785(N) 097 54 31.98808(W)   ADJUSTED
 LG0892* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 LG0892  ______________________________________________________________________
 LG0892  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 LG0892  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 LG0892  HORZ ORDER      -  SECOND
 LG0892
 LG0892.The horizontal coordinates were established by classical geodetic methods
 LG0892.and adjusted by the National Geodetic Survey in August 1997.
 LG0892
 LG0892.The orthometric height was scaled from a topographic map.
 LG0892
 LG0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0892.GEOID18 height accuracy estimate available here.
 LG0892
 LG0892.Click photographs - Photos may exist for this station.
 LG0892
 LG0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0892
 LG0892. The following values were computed from the NAD 83(1995) position.
 LG0892
 LG0892;                    North         East     Units Scale Factor Converg.
 LG0892;SPC NE       -    67,614.300   677,415.177   MT  0.99983550   +1 23 08.8
 LG0892;SPC NE       -   221,831.25  2,222,486.29   sFT  0.99983550   +1 23 08.8
 LG0892;UTM  14      - 4,475,276.483   592,560.894   MT  0.99970546   +0 42 27.2
 LG0892
 LG0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0892!SPC NE       -   0.99992143  x   0.99983550  =   0.99975694
 LG0892!UTM  14      -   0.99992143  x   0.99970546  =   0.99962691
 LG0892
 LG0892:                Primary Azimuth Mark                     Grid Az
 LG0892:SPC NE       -  EDGAR MUNICIPAL STANDPIPE                219 44 42.9
 LG0892:UTM  14      -  EDGAR MUNICIPAL STANDPIPE                220 25 24.5
 LG0892
 LG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9256075276(NAD 83)
 LG0892
 LG0892|---------------------------------------------------------------------|
 LG0892| PID    Reference Object                     Distance      Geod. Az  |
 LG0892|                                                           dddmmss.s |
 LG0892| DR3760 LOGAN AZ MK                                        0901135.4 |
 LG0892| LG0859 SHICKLEY MUNICIPAL TANK             APPROX.15.7 KM 0915833.7 |
 LG0892| LG0887 STOCKHOLM SWEDISH LUTHERAN CH       APPROX.11.2 KM 0975023.9 |
 LG0892| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.14.6 KM 1461901.6 |
 LG0892| DR3761 LOGAN RM 1                           16.758 METERS 17958     |
 LG0892| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 8.0 KM 2210751.7 |
 LG0892| LG0893 LOGAN 2                              13.858 METERS 22114     |
 LG0892| DR3762 LOGAN RM 2                           26.057 METERS 24143     |
 LG0892|---------------------------------------------------------------------|
 LG0892
 LG0892                          SUPERSEDED SURVEY CONTROL
 LG0892
 LG0892  NAD 83(1986)-  40 25 22.71541(N)    097 54 31.98851(W) AD(       ) 2
 LG0892  NAD 27      -  40 25 22.67600(N)    097 54 30.82200(W) AD(       ) 2
 LG0892
 LG0892.Superseded values are not recommended for survey control.
 LG0892
 LG0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0892.See file dsdata.pdf to determine how the superseded data were derived.
 LG0892
 LG0892_MARKER: DS = TRIANGULATION STATION DISK
 LG0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0892_STAMPING: LOGAN 1950
 LG0892_MARK LOGO: CGS
 LG0892_PROJECTION: FLUSH
 LG0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0892+STABILITY: SURFACE MOTION
 LG0892
 LG0892  HISTORY     - Date     Condition        Report By
 LG0892  HISTORY     - 1950     MONUMENTED       CGS
 LG0892  HISTORY     - 1967     GOOD             CGS
 LG0892  HISTORY     - 1968     GOOD             USGS
 LG0892  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LG0892
 LG0892                          STATION DESCRIPTION
 LG0892
 LG0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0892'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A SCHOOL
 LG0892'YARD, ABOUT 1/2 MILE NORTH AND 9-1/2 MILES WEST OF THE SMALL
 LG0892'TOWN OF SHICKLEY.  IT IS 86 FEET NORTHEAST OF THE NORTHEAST
 LG0892'CORNER OF THE SCHOOL HOUSE, 51 FEET EAST OF A DRILL WELL,
 LG0892'6 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF A FENCELINE,
 LG0892'35 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 4 FEET
 LG0892'WEST OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND
 LG0892'AND THE DISK IS STAMPED LOGAN 1950.
 LG0892'
 LG0892'REFERENCE MARK NO. 1 IS 76 FEET EAST SOUTHEAST OF THE NORTHEAST
 LG0892'CORNER OF THE SCHOOL HOUSE, 8 FEET NORTHEAST OF THE NORTHWEST
 LG0892'CORNER OF A COAL SHED AND 4.5 FEET WEST OF A FENCELINE.  THE
 LG0892'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LG0892'LOGAN NO 1 1950.
 LG0892'
 LG0892'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF A DRILL WELL AND
 LG0892'2 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE.  THE
 LG0892'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LG0892'LOGAN NO 2 1950.
 LG0892'
 LG0892'AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 LG0892'ROAD, 15 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LG0892'ROAD AND 6 FEET SOUTH SOUTHEAST OF A WHITE WITNESS POST.  THE
 LG0892'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LOGAN 1950.
 LG0892'
 LG0892'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 LG0892'OF SHICKLEY, GO NORTH ON THE MAIN STREET FOR 0.4 MILE TO ITS
 LG0892'JUNCTION WITH STATE ROUTE 74.  TURN LEFT (WEST) ON STATE ROUTE
 LG0892'74 FOR 9.1 MILES TO A CROSSROADS AND AZIMUTH MARK IN THE
 LG0892'SOUTHWEST ANGLE AS DESCRIBED.  CONTINUE WEST FOR 0.45 MILE
 LG0892'TO SCHOOL HOUSE AND STATION ON LEFT AS DESCRIBED.
 LG0892'
 LG0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0892
 LG0892                          STATION RECOVERY (1967)
 LG0892
 LG0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LG0892'STATION WAS RECOVERED IN GOOD CONDITION, THE SCHOOL HOUSE HAS BEEN
 LG0892'DESTROYED, BUT REFERENCE TO CENTERLINE AND FENCELINE WAS QUITE
 LG0892'ACCURATE.  THE REFERENCE MARKS WERE NOT RECOVERED, A THOROUGH
 LG0892'SEARCH WAS NOT MADE.  AFTER AN HOUR SEARCH FOR THE AZI MK,
 LG0892'IT COULD NOT BE FOUND.  POSSIBLY DESTROYED DURING CONSTRUCTION
 LG0892'AT THE CROSSROADS.  ROUTE DESCRIPTION WAS ADEQUATE.
 LG0892
 LG0892                          STATION RECOVERY (1968)
 LG0892
 LG0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LG0892'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS,
 LG0892'AND THE AZIMUTH MARK COULD NOT BE FOUND.  THE SCHOOL HOUSE
 LG0892'IN THE DESCRIPTION HAS BEEN DESTROYED.  ROUTE DESCRIPTION
 LG0892'WAS ADEQUATE.
 LG0892
 LG0892                          STATION RECOVERY (1971)
 LG0892
 LG0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 LG0892'THE SURFACE STATION MARK WAS FOUND LOOSE IN THE GROUND, ALTHOUGH
 LG0892'IT CHECKED VERTICALLY WITH THE UNDERGROUND DISK.  REFERENCE
 LG0892'MARK 1 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND,
 LG0892'PROBABLY LOST TO THE CONSTRUCTION IN THE AREA.  REFERENCE MARK
 LG0892'2 WAS FOUND 4 INCHES BELOW THE GROUND, CHIPPED AND SCARRED,
 LG0892'BUT SOLID.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 LG0892'0.004 METER SHORTER THAN PREVIOUSLY MEASURED.  ROAD
 LG0892'CONSTRUCTION WILL CHANGE THE TERRAIN SO STATION LOGAN 2 WAS
 LG0892'ESTABLISHED AT THIS TIME.  THE UNDERGROUND STATION DISK
 LG0892'WAS LEFT IN PLACE ON THE CHANCE THAT THE CONSTRUCTION WILL
 LG0892'NOT DISTURB IT.  FOR ADDITIONAL INFORMATION, SEE THE
 LG0892'DESCRIPTION FOR LOGAN 2.
 LG0892'
 LG0892'THE STATION IS LOCATED 10.5 MILES SOUTH-SOUTHWEST OF SUTTON,
 LG0892'9.5 MILES WEST OF SHICKLEY, ON THE RIGHT-OF-WAY OF STATE
 LG0892'HIGHWAY 74 (PROBABLY IN THE DITCH AFTER CONSTRUCTION), ON THE
 LG0892'HIGHEST NORTH-SOUTH RIDGE IN THE AREA IN SECTION 8, T 5 N, R 5 W.
 LG0892'
 LG0892'TO REACH THE STATION FROM THE SHICKLEY POST OFFICE, GO NORTH
 LG0892'ON THE MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 74.  TURN
 LG0892'LEFT AND GO WEST ON HIGHWAY 74 FOR 9.1 MILES TO A CROSSROAD, AN
 LG0892'ELECTRIC POWER SUBSTATION IN THE SOUTHWEST ANGLE OF THE
 LG0892'INTERSECTION.  CONTINUE WEST ON HIGHWAY 74 FOR 0.45 MILE TO
 LG0892'THE TOP OF GRADE, FIELD ENTRANCES RIGHT AND LEFT, AND THE
 LG0892'STATION ON THE LEFT.  (THE NEBRASKA HIGHWAY DEPARTMENT PLANS
 LG0892'TO MAKE A FOUR FOOT CUT IN THIS AREA WHILE CONSTRUCTING THE
 LG0892'NEW ROAD.)
 LG0892'
 LG0892'THE UNDERGROUND STATION DISK IS A STANDARD DISK STAMPED LOGAN
 LG0892'1950, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 26
 LG0892'INCHES BELOW THE SURFACE.  IT IS 30 FEET WEST OF THE CENTER
 LG0892'OF A FIELD ROAD, 94 FEET SOUTH OF A POWER LINE POLE ACROSS ROAD,
 LG0892'34 FEET SOUTH OF THE CENTER OF HIGHWAY 74.
 LG0892'
 LG0892'REFERENCE MARK 2, A STANDARD DISK STAMPED LOGAN NO 2 1950,
 LG0892'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LG0892'IS 4 INCHES BELOW GROUND.  IT IS 73 FEET SOUTH OF THE CENTER
 LG0892'OF HIGHWAY 74, 160 FEET NORTHEAST OF A MULTI-TRUNKED TREE,
 LG0892'46 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND 6 FEET
 LG0892'SOUTH OF THE RIGHT-OF-WAY LINE (A FENCE WILL BE BUILT ON
 LG0892'THIS LINE).
 LG0892'
 LG0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES
 LG0892'EAST-SOUTHEAST OF FAIRFIELD.
 LG0892'
 LG0892'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0893 ***********************************************************************
 LG0893  CBN         -  This is a Cooperative Base Network Control Station.
 LG0893  DESIGNATION -  LOGAN 2
 LG0893  PID         -  LG0893
 LG0893  STATE/COUNTY-  NE/CLAY
 LG0893  COUNTRY     -  US
 LG0893  USGS QUAD   -  EDGAR NW (2017)
 LG0893
 LG0893                         *CURRENT SURVEY CONTROL
 LG0893  ______________________________________________________________________
 LG0893* NAD 83(2011) POSITION- 40 25 22.37020(N) 097 54 32.37552(W)   ADJUSTED
 LG0893* NAD 83(2011) ELLIP HT-   500.678 (meters)        (06/27/12)   ADJUSTED
 LG0893* NAD 83(2011) EPOCH   -  2010.00
 LG0893* NAVD 88 ORTHO HEIGHT -   527.0   (meters)     1729.    (feet) GPS OBS
 LG0893  ______________________________________________________________________
 LG0893  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LG0893  GEOID HEIGHT    -        -26.244 (meters)                     GEOID93
 LG0893  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 LG0893  NAD 83(2011) X  -   -669,117.707 (meters)                     COMP
 LG0893  NAD 83(2011) Y  - -4,816,518.182 (meters)                     COMP
 LG0893  NAD 83(2011) Z  -  4,114,168.981 (meters)                     COMP
 LG0893  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 LG0893
 LG0893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0893  Standards:
 LG0893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0893  -------------------------------------------------------------------
 LG0893  NETWORK    0.33   0.69           0.15   0.11   0.35     -0.00655544
 LG0893  -------------------------------------------------------------------
 LG0893  Click here for local accuracies and other accuracy information.
 LG0893
 LG0893.The horizontal coordinates were established by GPS observations
 LG0893.and adjusted by the National Geodetic Survey in June 2012.
 LG0893
 LG0893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0893.been affixed to the stable North American tectonic plate. See 
 LG0893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0893
 LG0893.The horizontal coordinates are valid at the epoch date displayed above
 LG0893.which is a decimal equivalence of Year/Month/Day.
 LG0893
 LG0893.The orthometric height was determined by GPS observations and a
 LG0893.high-resolution geoid model.
 LG0893
 LG0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0893.GEOID18 height accuracy estimate available here.
 LG0893
 LG0893.Click photographs - Photos may exist for this station.
 LG0893
 LG0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0893
 LG0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0893
 LG0893.The ellipsoidal height was determined by GPS observations
 LG0893.and is referenced to NAD 83.
 LG0893
 LG0893. The following values were computed from the NAD 83(2011) position.
 LG0893
 LG0893;                    North         East     Units Scale Factor Converg.
 LG0893;SPC NE       -    67,603.669   677,406.300   MT  0.99983553   +1 23 08.5
 LG0893;SPC NE       -   221,796.37  2,222,457.17   sFT  0.99983553   +1 23 08.5
 LG0893;UTM  14      - 4,475,265.959   592,551.892   MT  0.99970544   +0 42 26.9
 LG0893
 LG0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0893!SPC NE       -   0.99992146  x   0.99983553  =   0.99975701
 LG0893!UTM  14      -   0.99992146  x   0.99970544  =   0.99962693
 LG0893
 LG0893:                Primary Azimuth Mark                     Grid Az
 LG0893:SPC NE       -  LOGAN 2 AZ MK                            088 58 36.0
 LG0893:UTM  14      -  LOGAN 2 AZ MK                            089 39 17.6
 LG0893
 LG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9255175265(NAD 83)
 LG0893
 LG0893|---------------------------------------------------------------------|
 LG0893| PID    Reference Object                     Distance      Geod. Az  |
 LG0893|                                                           dddmmss.s |
 LG0893| CN9883 LOGAN 2 RM 3                         40.014 METERS 00918     |
 LG0893| LG0892 LOGAN                                13.858 METERS 04114     |
 LG0893| CN9882 LOGAN 2 AZ MK                                      0902144.5 |
 LG0893| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 8.0 KM 2210750.9 |
 LG0893| DR3762 LOGAN RM 2                           13.946 METERS 26204     |
 LG0893|---------------------------------------------------------------------|
 LG0893
 LG0893                          SUPERSEDED SURVEY CONTROL
 LG0893
 LG0893  NAD 83(2007)-  40 25 22.37015(N)    097 54 32.37618(W) AD(2002.00) 0
 LG0893  ELLIP H (02/10/07)  500.702  (m)                       GP(2002.00)    
 LG0893  ELLIP H (07/10/01)  500.685  (m)                       GP(       ) 4 1
 LG0893  NAD 83(1995)-  40 25 22.36996(N)    097 54 32.37553(W) AD(       ) B
 LG0893  ELLIP H (06/25/96)  500.739  (m)                       GP(       ) 1 1
 LG0893  NAD 83(1986)-  40 25 22.37752(N)    097 54 32.37595(W) AD(       ) 3
 LG0893  NAD 27      -  40 25 22.33814(N)    097 54 31.20942(W) AD(       ) 3
 LG0893
 LG0893.Superseded values are not recommended for survey control.
 LG0893
 LG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0893.See file dsdata.pdf to determine how the superseded data were derived.
 LG0893
 LG0893_MARKER: DS = TRIANGULATION STATION DISK
 LG0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0893_STAMPING: LOGAN 2 1971
 LG0893_MARK LOGO: CGS
 LG0893_PROJECTION: FLUSH
 LG0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0893+STABILITY: SURFACE MOTION
 LG0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0893+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 LG0893
 LG0893  HISTORY     - Date     Condition        Report By
 LG0893  HISTORY     - 1971     MONUMENTED       NGS
 LG0893  HISTORY     - 19950418 GOOD             NGS
 LG0893  HISTORY     - 20000605 GOOD             NEDR
 LG0893  HISTORY     - 20021012 GOOD             NEDR
 LG0893  HISTORY     - 20040331 GOOD             DUCKS
 LG0893  HISTORY     - 20040724 GOOD             DUCKS
 LG0893  HISTORY     - 20100512 GOOD             DUCKS
 LG0893  HISTORY     - 20200102 GOOD             NEGS
 LG0893  HISTORY     - 20200303 GOOD             NEGS
 LG0893
 LG0893                          STATION DESCRIPTION
 LG0893
 LG0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 LG0893'THIS STATION WAS ESTABLISHED BECAUSE STATION LOGAN 1950 MIGHT
 LG0893'BE DESTROYED BY ROAD CONSTRUCTION (ONLY THE UNDERGROUND DISK
 LG0893'REMAINS).  THE NEBRASKA HIGHWAY DEPARTMENT STATED THAT A 4 FOOT
 LG0893'CUT WILL BE MADE AT THIS POINT, SO THE OLD STATION WILL PROBABLY
 LG0893'BE IN A DITCH.
 LG0893'
 LG0893'THE STATION IS LOCATED 10.5 MILES SOUTH-SOUTHWEST OF SUTTON,
 LG0893'9.5 MILES WEST OF SHICKLEY, ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 LG0893'74, ON THE HIGHEST NORTH-SOUTH RIDGE IN THE AREA, IN SECTION 8,
 LG0893'T 5 N, R 5 W.
 LG0893'
 LG0893'TO REACH THE STATION FROM THE SHICKLY POST OFFICE, GO NORTH ON
 LG0893'THE MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 74.  TURN LEFT
 LG0893'AND GO WEST ON HIGHWAY 74 FOR 9.1 MILES TO A CROSSROAD, AN
 LG0893'ELECTRIC POWER SUB-STATION AND THE AZIMUTH MARK ON THE LEFT.
 LG0893'CONTINUE WEST ON HIGHWAY 74 FOR 0.45 MILE TO THE TOP OF THE
 LG0893'GRADE, FIELD ENTRANCES RIGHT AND LEFT, AND THE STATION ON THE
 LG0893'LEFT.
 LG0893'
 LG0893'THE STATION MARKS ARE STANDARD DISKS STAMPED LOGAN 2 1971.
 LG0893'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LG0893'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 LG0893'131 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE ACROSS THE ROAD,
 LG0893'49 FEET WEST OF THE CENTER OF A TRACK ROAD, 66 FEET SOUTH OF THE
 LG0893'CENTER OF THE HIGHWAY, 2.2 FEET SOUTH OF A METAL WITNESS POST,
 LG0893'ON THE RIGHT-OF-WAY (A FENCE WILL BE BUILT ON THIS LINE).  THE
 LG0893'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LG0893'CONCRETE 46 INCHES BELOW GROUND.
 LG0893'
 LG0893'LOGAN 1950, A STANDARD DISK STAMPED LOGAN 1950, IS SET IN THE
 LG0893'TOP OF AN IRREGULAR MASS OF CONCRETE 26 INCHES BELOW GROUND
 LG0893'AT THIS TIME.
 LG0893'
 LG0893'IT IS 30 FEET WEST OF THE CENTER OF THE FIELD ROAD, 94 FEET
 LG0893'SOUTH OF THE POWER LINE POLE, AND 34 FEET SOUTH OF THE CENTER OF
 LG0893'THE HIGHWAY.
 LG0893'
 LG0893'REFERENCE MARK 2, A STANDARD DISK STAMPED LOGAN NO 2 1950, IS
 LG0893'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 LG0893'4 INCHES BELOW GROUND (THIS MARK IS SCARRED AND CHIPPED, BUT
 LG0893'SOLID).  IT IS 73 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 160
 LG0893'FEET NORTHEAST OF A LONE MULTI-TRUNKED TREE, 46 FEET
 LG0893'WEST-SOUTHWEST OF A METAL WITNESS POST, AND 6 FEET SOUTH OF THE
 LG0893'RIGHT-OF-WAY LINE.
 LG0893'
 LG0893'REFERENCE MARK 3, A STANDARD DISK STAMPED LOGAN 2 NO 3 1971, IS
 LG0893'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LG0893'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 62 FEET NORTH OF THE
 LG0893'CENTER OF THE HIGHWAY, 5.0 FEET NORTHWEST OF THE SOUTH END OF A
 LG0893'FENCE, 1.5 FEET WEST OF THE POWER LINE POLE, AND 1.3 FEET EAST OF
 LG0893'A METAL WITNESS POST.
 LG0893'
 LG0893'THE AZIMUTH MARK, A STANDARD DISK STAMPED LOGAN 2 1971, IS SET IN
 LG0893'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LG0893'2 INCHES ABOVE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER OF
 LG0893'HIGHWAY 74, 71 FEET WEST OF THE CENTER OF A DIRT ROAD, 46.5 FEET
 LG0893'SOUTH-SOUTHWEST OF A POWER LINE POLE, AND 2.6 FEET NORTH OF THE
 LG0893'NORTHEAST CORNER OF THE FENCE THAT SURROUNDS THE ELECTRIC POWER
 LG0893'SUB-STATION.
 LG0893'
 LG0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0893
 LG0893                          STATION RECOVERY (1995)
 LG0893
 LG0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0893'TO REACH THE MARK FROM THE SHICKLEY POST OFFICE, GO NORTH ON MAIN
 LG0893'STREET FOR 0.4 MI (0.6 KM) TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST
 LG0893'ON THE HIGHWAY FOR 9.55 MI (15.37 KM) TO A CEMETERY ON THE RIGHT AND
 LG0893'THE MARK ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY OF THE HIGHWAY, IN THE
 LG0893'NE1/4, SEC8, T5N, R5W.  THE DISK IS SET INTO THE TOP OF A ROUND
 LG0893'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 220.0 FT (67.1
 LG0893'M) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE CEMETERY, 170.0 FT (51.8
 LG0893'M) EAST FROM THE CENTERLINE OF A FIELD ROAD AT THE HALF-SECTION LINE,
 LG0893'131.28 FT (40.01 M) SOUTH-SOUTHWEST FROM REFERENCE MARK 3, WHICH IS
 LG0893'2.5 FT (0.8 M) WEST FROM A UTILITY POLE AT THE SOUTHEAST CORNER OF THE
 LG0893'CEMETERY, 131.0 FT (39.9 M) SOUTH-SOUTHWEST FROM THE POLE, 64.0 FT
 LG0893'(19.5 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 27.0 FT (8.2 M)
 LG0893'WEST FROM THE EXTENDED EAST FENCE LINE OF THE CEMETERY, 2.6 FT (0.8 M)
 LG0893'EAST-NORTHEAST FROM A METAL POST AND 2.2 FT (0.7 M) WEST-NORTHWEST
 LG0893'FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH
 LG0893'SIDE OF THE MARK.
 LG0893
 LG0893                          STATION RECOVERY (2000)
 LG0893
 LG0893'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0893'RECOVERED AS DESCRIBED.
 LG0893
 LG0893                          STATION RECOVERY (2002)
 LG0893
 LG0893'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2004)
 LG0893
 LG0893'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2004)
 LG0893
 LG0893'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2010)
 LG0893
 LG0893'RECOVERY NOTE BY DUCKS UNLIMITED 2010 (DJH)
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2020)
 LG0893
 LG0893'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2020)
 LG0893
 LG0893'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LG0893'TO REACH FROM THE JUNCTION OF N-74 AND SPUR 18F, TWO MILES NORTH OF
 LG0893'ONG, GO WEST ON N-74 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT,
 LG0893'SOUTH SIDE OF HIGHWAY.
 LG0893'
 LG0893'IT IS 220 FT (67.1 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LG0893'CEMETERY, 170 FT (51.8 M) EAST OF THE CENTERLINE OF FIELD DRIVE, 131.3
 LG0893'FT (40.0 M) SOUTH-SOUTHWEST OF REFERENCE MARK 3, 131 FT (39.9 M)
 LG0893'SOUTH-SOUTHWEST OF A POWER POLE, 27 FT (8.2 M) WEST OF THE EXTENDED
 LG0893'EAST FENCE LINE OF THE CEMETERY, 2.6 FT (0.8 M) EAST-NORTHEAST OF A
 LG0893'METAL POST, 2.2 FT (0.7 M) WEST-NORTHWEST OF AN ORANGE FIBERGLASS
 LG0893'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND NEAR MILE POST 59+57
 LG0893'FOR HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1162 ***********************************************************************
 ML1162  DESIGNATION -  LOMAX
 ML1162  PID         -  ML1162
 ML1162  STATE/COUNTY-  NE/CUSTER
 ML1162  COUNTRY     -  US
 ML1162  USGS QUAD   -  EDDYVILLE SW (2017)
 ML1162
 ML1162                         *CURRENT SURVEY CONTROL
 ML1162  ______________________________________________________________________
 ML1162* NAD 83(1995) POSITION- 41 06 29.45297(N) 099 40 39.14681(W)   ADJUSTED
 ML1162* NAVD 88 ORTHO HEIGHT -   815.    (meters)     2674.    (feet) SCALED
 ML1162  ______________________________________________________________________
 ML1162  GEOID HEIGHT    -        -23.289 (meters)                     GEOID18
 ML1162  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 ML1162  HORZ ORDER      -  SECOND
 ML1162
 ML1162.The horizontal coordinates were established by classical geodetic methods
 ML1162.and adjusted by the National Geodetic Survey in August 1997.
 ML1162
 ML1162.The orthometric height was scaled from a topographic map.
 ML1162
 ML1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1162.GEOID18 height accuracy estimate available here.
 ML1162
 ML1162.Click photographs - Photos may exist for this station.
 ML1162
 ML1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1162
 ML1162. The following values were computed from the NAD 83(1995) position.
 ML1162
 ML1162;                    North         East     Units Scale Factor Converg.
 ML1162;SPC NE       -   141,591.759   527,077.097   MT  0.99968254   +0 12 49.3
 ML1162;SPC NE       -   464,538.96  1,729,252.11   sFT  0.99968254   +0 12 49.3
 ML1162;UTM  14      - 4,550,987.495   443,110.871   MT  0.99963983   -0 26 43.7
 ML1162
 ML1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1162!SPC NE       -   0.99987579  x   0.99968254  =   0.99955836
 ML1162!UTM  14      -   0.99987579  x   0.99963983  =   0.99951566
 ML1162
 ML1162:                Primary Azimuth Mark                     Grid Az
 ML1162:SPC NE       -  OCONTO MUNICIPAL TANK                    297 39 59.1
 ML1162:UTM  14      -  OCONTO MUNICIPAL TANK                    298 19 32.1
 ML1162
 ML1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4311050987(NAD 83)
 ML1162
 ML1162|---------------------------------------------------------------------|
 ML1162| PID    Reference Object                     Distance      Geod. Az  |
 ML1162|                                                           dddmmss.s |
 ML1162| ML1226 LOMAX AZ MK 2                       466.668 METERS 1654841.3 |
 ML1162| ML1234 LOMAX AZ MK                                        1654835.8 |
 ML1162| ML1235 LOMAX RM 1                           13.352 METERS 19536     |
 ML1162| ML1164 OCONTO MUNICIPAL TANK               APPROX. 8.2 KM 2975248.4 |
 ML1162| ML1236 LOMAX RM 2                           13.102 METERS 32709     |
 ML1162|---------------------------------------------------------------------|
 ML1162
 ML1162                          SUPERSEDED SURVEY CONTROL
 ML1162
 ML1162  NAD 83(1986)-  41 06 29.46001(N)    099 40 39.15174(W) AD(       ) 2
 ML1162  NAD 27      -  41 06 29.42900(N)    099 40 37.74800(W) AD(       ) 2
 ML1162
 ML1162.Superseded values are not recommended for survey control.
 ML1162
 ML1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1162.See file dsdata.pdf to determine how the superseded data were derived.
 ML1162
 ML1162_MARKER: DS = TRIANGULATION STATION DISK
 ML1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1162_STAMPING: LOMAX 1951
 ML1162_MARK LOGO: CGS
 ML1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1162+STABILITY: SURFACE MOTION
 ML1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1162+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1982
 ML1162
 ML1162  HISTORY     - Date     Condition        Report By
 ML1162  HISTORY     - 1951     MONUMENTED       CGS
 ML1162  HISTORY     - 1951     GOOD             CGS
 ML1162  HISTORY     - 1978     GOOD             LOCENG
 ML1162  HISTORY     - 19820810 GOOD             NGS
 ML1162
 ML1162                          STATION DESCRIPTION
 ML1162
 ML1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1162'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF
 ML1162'EDDYVILLE AND ABOUT 5.5 MILES SOUTHEAST OF OCONTO ON THE SUMMIT
 ML1162'OF THE HIGHEST HILL IN THE VICINITY, 5 FEET WEST OF A WITNESS
 ML1162'POST.  IT IS STAMPED LOMAX 1951 AND PROJECTS 3 INCHES.
 ML1162'
 ML1162'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ABOUT 2
 ML1162'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 ML1162'LOMAX NO 1 1951 AND PROJECTS 3 INCHES.
 ML1162'
 ML1162'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT
 ML1162'1 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 ML1162'LOMAX NO 2 1951 AND PROJECTS 5 INCHES.
 ML1162'
 ML1162'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.26 FEET.
 ML1162'
 ML1162'THE AZIMUTH MARK IS ON A NARROW RIDGE IN THE SOUTH EDGE OF A
 ML1162'PASTURE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN
 ML1162'EAST-WEST FENCE LINE.  IT IS STAMPED LOMAX 1951 AND PROJECTS
 ML1162'4 INCHES.
 ML1162'
 ML1162'TO REACH THE STATION FROM THE POST OFFICE IN EDDYVILLE, GO NORTH
 ML1162'AND NORTHWEST ON STATE HIGHWAY 40 FOR 7.9 MILES TO A T ROAD
 ML1162'RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.9 MILE TO
 ML1162'A T INTERSECTION, TURN LEFT AND GO NORTH FOR 0.35 MILE TO A
 ML1162'DRIVEWAY INTO FARMYARD ON RIGHT.  TURN RIGHT AND GO EAST
 ML1162'THROUGH FARMYARD TO A GATE IN NORTH-SOUTH FENCE LINE JUST
 ML1162'EAST OF LARGE CHICKEN HOUSE, PASS THROUGH GATE AND GO NORTHEAST
 ML1162'FOR 0.4 MILE TO TOP OF RIDGE, TURN RIGHT AND GO EAST ON TRACK
 ML1162'ROAD FOR 0.2 MILE TO A FENCE CORNER AND GATE IN NORTH-SOUTH
 ML1162'FENCE LINE, PASS THROUGH GATE AND GO SOUTH AND SOUTHEAST
 ML1162'ON DIM TRACK ROAD FOR 0.3 MILE TO A GATE IN NORTH-SOUTH
 ML1162'FENCE LINE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 ML1162'SOUTHEAST FOR 0.3 MILE, FROM THIS POINT LEAVE ROAD AND GO
 ML1162'NORTH FOR 0.1 MILE TO AN EAST-WEST FENCE LINE, TURN RIGHT AND
 ML1162'GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.1 MILE TO AZIMUTH
 ML1162'MARK ON LEFT AS DESCRIBED, TURN LEFT ACROSS FENCE LINE AND GO
 ML1162'NORTHWEST AND NORTH ALONG TOP OF NARROW RIDGE FOR 0.35 MILE
 ML1162'TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 ML1162
 ML1162                          STATION RECOVERY (1951)
 ML1162
 ML1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1162'RECOVERED IN GOOD CONDITION.
 ML1162
 ML1162                          STATION RECOVERY (1978)
 ML1162
 ML1162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 ML1162'LOMAX RECOVERED GOOD.
 ML1162'
 ML1162'AZ MK DESTROYED - OUT OF GROUND.
 ML1162'
 ML1162'RM NO. 1 RECOVERED GOOD.
 ML1162'
 ML1162'RM NO. 2 RECOVERED GOOD.
 ML1162'
 ML1162'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES N.N.W. OF
 ML1162'EDDYVILLE.
 ML1162
 ML1162                          STATION RECOVERY (1982)
 ML1162
 ML1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ML1162'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 ML1162'CONDITION.  REFERENCE MARK 2 WAS FOUND IN APPARENT GOOD CONDITION BUT
 ML1162'THE DISTANCE TO THE MARK WAS 0.050 M (0.164 FT) SHORTER AND THE
 ML1162'DIRECTION WAS 6 MINUTES, 26 SECONDS LARGER THAN PREVIOUS DATA.  AN
 ML1162'AZIMUTH MARK 2 WAS ESTABLISHED.  DUE TO SEVERAL CHANGES A NEW
 ML1162'DESCRIPTION FOLLOWS.
 ML1162'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHWEST FROM
 ML1162'EDDYVILLE, 8.2 KM (5.1 MI) EAST-SOUTHEAST FROM OCONTO, 1.6 KM
 ML1162'(1.0 MI) NORTHEAST FROM STATE HIGHWAY 40 AND ON A PROMINENT HILL IN
 ML1162'GRASSLAND AND ON PROPERTY OWNED BY RONALD BLAIN, EDDYVILLE, NEBRASKA
 ML1162'68834.  TELEPHONE 308 858 4430.
 ML1162'TO REACH FROM THE EDDYVILLE POST OFFICE, GO WEST FOR 0.48 KM
 ML1162'(0.30 MI) TO STATE HIGHWAY 40.  TURN RIGHT AND GO NORTHWEST ON THE
 ML1162'HIGHWAY FOR 12.55 KM (7.80 MI) TO A CROSSROAD.  TURN SHARP RIGHT AND
 ML1162'GO EAST FOR 1.61 KM (1.00 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 ML1162'A DIRT ROAD FOR 1.45 KM (0.90 MI) TO THE END OF THE ROAD AT A GATE.
 ML1162'PASS THROUGH, TURN RIGHT, AND GO EAST ON A TRACK ROAD FOR 0.08 KM
 ML1162'(0.05 MI) , THEN GO SOUTH FOR 0.08 KM (0.05 MI) TO A WELL DEFINED
 ML1162'TRACK ROAD.  TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 0.8 KM
 ML1162'(0.5 MI) TO A GATE.  PASS THROUGH AND CONTINUE ON THE TRACK ROAD, GO
 ML1162'SOUTHEAST, THEN BEARING AROUND TO THE NORTHEAST, FOR 0.97 KM
 ML1162'(0.60 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A TRACK ROAD FOR 0.16
 ML1162'KM (0.10 MI) TO THE AZIMUTH MARK AT THE NORTH END OF A CURVE.
 ML1162'CONTINUE NORTH ON THE TRACK ROAD FOR 0.56 KM (0.35 MI) TO THE
 ML1162'STATION.
 ML1162'THE TRACK ROAD FROM THE AZIMUTH MARK TO THE STATION FOLLOWS ALONG THE
 ML1162'TOP OF A NARROW RIDGE.  THERE ARE WASHOUTS ON EITHER SIDE OF THE
 ML1162'TRACK AT THE BASE OF THE HILL THE STATION IS ON.  THIS POINT MAY
 ML1162'BECOME IMPASSABLE FOR A 2-WHEEL DRIVE VEHICLE.
 ML1162'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 ML1162'PROJECTS 0.100 M (0.328 FT) ABOVE THE GROUND SURFACE.  THERE ARE NO
 ML1162'LOCAL OBJECTS TO REFERENCE TO AND A WITNESS POST WAS NOT SET BECAUSE
 ML1162'OF CATTLE IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1226 ***********************************************************************
 ML1226  DESIGNATION -  LOMAX AZ MK 2
 ML1226  PID         -  ML1226
 ML1226  STATE/COUNTY-  NE/CUSTER
 ML1226  COUNTRY     -  US
 ML1226  USGS QUAD   -  EDDYVILLE SW (2017)
 ML1226
 ML1226                         *CURRENT SURVEY CONTROL
 ML1226  ______________________________________________________________________
 ML1226* NAD 83(1995) POSITION- 41 06 14.78687(N) 099 40 34.24469(W)   ADJUSTED
 ML1226* NAVD 88 ORTHO HEIGHT -   811.    (meters)     2661.    (feet) SCALED
 ML1226  ______________________________________________________________________
 ML1226  GEOID HEIGHT    -        -23.300 (meters)                     GEOID18
 ML1226  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 ML1226  HORZ ORDER      -  THIRD
 ML1226
 ML1226.The horizontal coordinates were established by classical geodetic methods
 ML1226.and adjusted by the National Geodetic Survey in August 1997.
 ML1226
 ML1226.The orthometric height was scaled from a topographic map.
 ML1226
 ML1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1226.GEOID18 height accuracy estimate available here.
 ML1226
 ML1226.Click photographs - Photos may exist for this station.
 ML1226
 ML1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1226
 ML1226. The following values were computed from the NAD 83(1995) position.
 ML1226
 ML1226;                    North         East     Units Scale Factor Converg.
 ML1226;SPC NE       -   141,139.900   527,193.133   MT  0.99968303   +0 12 52.5
 ML1226;SPC NE       -   463,056.49  1,729,632.80   sFT  0.99968303   +0 12 52.5
 ML1226;UTM  14      - 4,550,534.351   443,221.696   MT  0.99963968   -0 26 40.4
 ML1226
 ML1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1226!SPC NE       -   0.99987649  x   0.99968303  =   0.99955956
 ML1226!UTM  14      -   0.99987649  x   0.99963968  =   0.99951622
 ML1226
 ML1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4322150534(NAD 83)
 ML1226
 ML1226                          SUPERSEDED SURVEY CONTROL
 ML1226
 ML1226  NAD 83(1986)-  41 06 14.79405(N)    099 40 34.24966(W) AD(       ) 3
 ML1226
 ML1226.Superseded values are not recommended for survey control.
 ML1226
 ML1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1226.See file dsdata.pdf to determine how the superseded data were derived.
 ML1226
 ML1226_MARKER: DZ = AZIMUTH MARK DISK
 ML1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1226_STAMPING: LOMAX 1951 NO 2 1982
 ML1226_MARK LOGO: NGS
 ML1226_PROJECTION: FLUSH
 ML1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1226+STABILITY: SURFACE MOTION
 ML1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1226+SATELLITE: SATELLITE OBSERVATIONS - 1982
 ML1226
 ML1226  HISTORY     - Date     Condition        Report By
 ML1226  HISTORY     - 1982     MONUMENTED       NGS
 ML1226
 ML1226                          STATION DESCRIPTION
 ML1226
 ML1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ML1226'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHWEST FROM
 ML1226'EDDYVILLE, 8.2 KM (5.1 MI) EAST-SOUTHEAST FROM OCONTO, 1.6 KM
 ML1226'(1.0 MI) NORTHEAST FROM STATE HIGHWAY 40 AND ON A PROMINENT HILL IN
 ML1226'GRASSLAND AND ON PROPERTY OWNED BY RONALD BLAIN, EDDYVILLE, NEBRASKA
 ML1226'68834.  TELEPHONE 308 858 4430.
 ML1226'TO REACH FROM THE EDDYVILLE POST OFFICE, GO WEST FOR 0.48 KM
 ML1226'(0.30 MI) TO STATE HIGHWAY 40.  TURN RIGHT AND GO NORTHWEST ON THE
 ML1226'HIGHWAY FOR 12.55 KM (7.80 MI) TO A CROSSROAD.  TURN SHARP RIGHT AND
 ML1226'GO EAST FOR 1.61 KM (1.00 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 ML1226'A DIRT ROAD FOR 1.45 KM (0.90 MI) TO THE END OF THE ROAD AT A GATE.
 ML1226'PASS THROUGH, TURN RIGHT, AND GO EAST ON A TRACK ROAD FOR 0.08 KM
 ML1226'(0.05 MI), THEN GO SOUTH FOR 0.08 KM (0.05 MI) TO A WELL DEFINED
 ML1226'TRACK ROAD.  TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 0.8 KM
 ML1226'(0.5 MI) TO A GATE.  PASS THROUGH AND CONTINUE ON THE TRACK ROAD, GO
 ML1226'SOUTHEAST, THEN BEARING AROUND TO THE NORTHEAST, FOR 0.97 KM
 ML1226'(0.60 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A TRACK ROAD FOR 0.16
 ML1226'KM (0.10 MI) TO THE AZIMUTH MARK AT THE NORTH END OF A CURVE.
 ML1226'THERE ARE WASHOUTS ON EITHER SIDE OF THE TRACK AT THE BASE OF THE HILL
 ML1226'THE STATION IS ON.  THIS POINT MAY BECOME IMPASSABLE FOR A 2-WHEEL
 ML1226'DRIVE VEHICLE.
 ML1226'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 ML1226'WITH THE GROUND.  THERE ARE NO LOCAL OBJECTS TO REFERENCE TO AND A
 ML1226'WITNESS POST WAS NOT SET BECAUSE OF CATTLE BEING IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0477 ***********************************************************************
 MN0477  DESIGNATION -  LONE
 MN0477  PID         -  MN0477
 MN0477  STATE/COUNTY-  NE/CHEYENNE
 MN0477  COUNTRY     -  US
 MN0477  USGS QUAD   -  SIDNEY SE (2017)
 MN0477
 MN0477                         *CURRENT SURVEY CONTROL
 MN0477  ______________________________________________________________________
 MN0477* NAD 83(1995) POSITION- 41 02 53.55611(N) 102 46 41.10561(W)   ADJUSTED
 MN0477* NAVD 88 ORTHO HEIGHT -  1266.    (meters)     4154.    (feet) SCALED
 MN0477  ______________________________________________________________________
 MN0477  GEOID HEIGHT    -        -19.825 (meters)                     GEOID18
 MN0477  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 MN0477  HORZ ORDER      -  THIRD
 MN0477
 MN0477.The horizontal coordinates were established by classical geodetic methods
 MN0477.and adjusted by the National Geodetic Survey in August 1997.
 MN0477
 MN0477.The orthometric height was scaled from a topographic map.
 MN0477
 MN0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0477.GEOID18 height accuracy estimate available here.
 MN0477
 MN0477.Click photographs - Photos may exist for this station.
 MN0477
 MN0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0477
 MN0477. The following values were computed from the NAD 83(1995) position.
 MN0477
 MN0477;                    North         East     Units Scale Factor Converg.
 MN0477;SPC NE       -   138,634.170   266,548.219   MT  0.99969029   -1 50 27.7
 MN0477;SPC NE       -   454,835.61    874,500.28   sFT  0.99969029   -1 50 27.7
 MN0477;UTM  13      - 4,546,487.254   686,736.766   MT  1.00002919   +1 27 34.3
 MN0477
 MN0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0477!SPC NE       -   0.99980463  x   0.99969029  =   0.99949498
 MN0477!UTM  13      -   0.99980463  x   1.00002919  =   0.99983382
 MN0477
 MN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8673646487(NAD 83)
 MN0477
 MN0477                          SUPERSEDED SURVEY CONTROL
 MN0477
 MN0477  NAD 83(1992)-  41 02 53.55614(N)    102 46 41.10562(W) AD(       ) 3
 MN0477  NAD 83(1986)-  41 02 53.55514(N)    102 46 41.10666(W) AD(       ) 3
 MN0477  NAD 27      -  41 02 53.61030(N)    102 46 39.41980(W) AD(       ) 3
 MN0477
 MN0477.Superseded values are not recommended for survey control.
 MN0477
 MN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0477.See file dsdata.pdf to determine how the superseded data were derived.
 MN0477
 MN0477_MARKER: DB = BENCH MARK DISK
 MN0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0477_STAMPING: LONE 1948
 MN0477_MARK LOGO: USGS
 MN0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0477+STABILITY: SURFACE MOTION
 MN0477
 MN0477  HISTORY     - Date     Condition        Report By
 MN0477  HISTORY     - 1948     MONUMENTED       USGS
 MN0477  HISTORY     - 1963     GOOD             CGS
 MN0477  HISTORY     - 1963     GOOD             USGS
 MN0477  HISTORY     - 1972     SEE DESCRIPTION  USGS
 MN0477
 MN0477                          STATION DESCRIPTION
 MN0477
 MN0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0477'THE STATION IS LOCATED 10-1/4 MILES SOUTHWEST OF LODGEPOLE,
 MN0477'8-3/4 MILES SOUTH-SOUTHEAST OF COLTON, AND 8 MILES SOUTH OF
 MN0477'SUNOL.  IT IS ON TOP OF A LOW, ROUND, ROCKY HILLTOP ON LAND
 MN0477'OWNED AT PRESENT BY A.B. RAPP.
 MN0477'
 MN0477'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 MN0477'DISK STAMPED LONE 1948 SET IN THE TOP OF AN 8-INCH CONCRETE
 MN0477'POST PROJECTING 2 INCHES ABOVE GROUND.
 MN0477
 MN0477                          STATION RECOVERY (1963)
 MN0477
 MN0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MN0477'STATION RECOVERED AS DESCRIBED.
 MN0477
 MN0477                          STATION RECOVERY (1972)
 MN0477
 MN0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0477'MARK WAS FOUND LAYING IN THE DITCH WITH THE TABLET REMOVED.
 MN0477'THE IMPRESSION OF THE BASE OF THE TABLET WAS STILL IN THE
 MN0477'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1419 ***********************************************************************
 LG1419  DESIGNATION -  LONE STAR AZ MK 2
 LG1419  PID         -  LG1419
 LG1419  STATE/COUNTY-  NE/LANCASTER
 LG1419  COUNTRY     -  US
 LG1419  USGS QUAD   -  BENNET (2017)
 LG1419
 LG1419                         *CURRENT SURVEY CONTROL
 LG1419  ______________________________________________________________________
 LG1419* NAD 83(1995) POSITION- 40 40 38.68160(N) 096 36 37.03596(W)   ADJUSTED
 LG1419* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 LG1419  ______________________________________________________________________
 LG1419  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 LG1419  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 LG1419  HORZ ORDER      -  THIRD
 LG1419
 LG1419.The horizontal coordinates were established by classical geodetic methods
 LG1419.and adjusted by the National Geodetic Survey in August 1997.
 LG1419
 LG1419.The orthometric height was scaled from a topographic map.
 LG1419
 LG1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1419.GEOID18 height accuracy estimate available here.
 LG1419
 LG1419.Click photographs - Photos may exist for this station.
 LG1419
 LG1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1419
 LG1419. The following values were computed from the NAD 83(1995) position.
 LG1419
 LG1419;                    North         East     Units Scale Factor Converg.
 LG1419;SPC NE       -    99,332.793   786,438.476   MT  0.99976227   +2 14 46.9
 LG1419;SPC NE       -   325,894.34  2,580,173.57   sFT  0.99976227   +2 14 46.9
 LG1419;UTM  14      - 4,505,693.796   701,964.055   MT  1.00010209   +1 33 29.3
 LG1419
 LG1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1419!SPC NE       -   0.99993719  x   0.99976227  =   0.99969947
 LG1419!UTM  14      -   0.99993719  x   1.00010209  =   1.00003927
 LG1419
 LG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0196405693(NAD 83)
 LG1419
 LG1419                          SUPERSEDED SURVEY CONTROL
 LG1419
 LG1419  NAD 83(1986)-  40 40 38.68910(N)    096 36 37.03571(W) AD(       ) 3
 LG1419
 LG1419.Superseded values are not recommended for survey control.
 LG1419
 LG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1419.See file dsdata.pdf to determine how the superseded data were derived.
 LG1419
 LG1419_MARKER: DZ = AZIMUTH MARK DISK
 LG1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1419_STAMPING: LONE STAR 1947 NO 2 1982
 LG1419_MARK LOGO: NGS
 LG1419_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1419+STABILITY: SURFACE MOTION
 LG1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1419+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1419
 LG1419  HISTORY     - Date     Condition        Report By
 LG1419  HISTORY     - 1982     MONUMENTED       NGS
 LG1419
 LG1419                          STATION DESCRIPTION
 LG1419
 LG1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LG1419'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) NORTH FROM HICKMAN, 4.4
 LG1419'KM (2.7 MI) EAST-NORTHEAST FROM ROCA AND ON ROAD RIGHT-OF-WAY.
 LG1419'TO REACH FROM THE MISSOURI PACIFIC RAILROAD CROSSING AND MAIN STREET,
 LG1419'IN ROCA, GO EAST FOR 1.29 KM (0.80 MI) TO A T-ROAD.  TURN RIGHT AND
 LG1419'GO SOUTH FOR 0.32 KM (0.20 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST
 LG1419'ON ROCA ROAD FOR 3.22 KM (2.00 MI) TO SOUTH 82ND STREET.  TURN LEFT
 LG1419'AND GO NORTH ON SOUTH 82ND STREET FOR 2.57 KM (1.60 MI) TO THE MARK
 LG1419'ON THE RIGHT, OPPOSITE A HOUSE ON THE LEFT.
 LG1419'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE THAT PROJECTS
 LG1419'15 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.9
 LG1419'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.1 M (29.9 FT)
 LG1419'EAST FROM THE CENTERLINE OF THE ROAD, 5.8 M (19.0 FT) NORTH FROM THE
 LG1419'CENTERLINE OF A FIELD ENTRANCE AND 0.3 M (1.0 FT) WEST FROM A WITNESS
 LG1419'POST.
 LG1419'THE ORIGINAL AZIMUTH MARK IS 30.5 M (100.1 FT) SOUTH FROM THE
 LG1419'SOUTHWEST CORNER OF THE HOUSE ACROSS THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1137 ***********************************************************************
 LG1137  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1137  CBN         -  This is a Cooperative Base Network Control Station.
 LG1137  DESIGNATION -  LONE STAR RESET
 LG1137  PID         -  LG1137
 LG1137  STATE/COUNTY-  NE/LANCASTER
 LG1137  COUNTRY     -  US
 LG1137  USGS QUAD   -  BENNET (2017)
 LG1137
 LG1137                         *CURRENT SURVEY CONTROL
 LG1137  ______________________________________________________________________
 LG1137* NAD 83(2011) POSITION- 40 40 06.64075(N) 096 36 37.59421(W)   ADJUSTED
 LG1137* NAD 83(2011) ELLIP HT-   402.320 (meters)        (06/27/12)   ADJUSTED
 LG1137* NAD 83(2011) EPOCH   -  2010.00
 LG1137* NAVD 88 ORTHO HEIGHT -   428.33  (meters)     1405.3   (feet) GPS OBS
 LG1137  ______________________________________________________________________
 LG1137  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1137  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 LG1137  NAD 83(2011) X  -   -557,743.841 (meters)                     COMP
 LG1137  NAD 83(2011) Y  - -4,812,756.245 (meters)                     COMP
 LG1137  NAD 83(2011) Z  -  4,134,833.269 (meters)                     COMP
 LG1137  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 LG1137
 LG1137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1137  Standards:
 LG1137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1137  -------------------------------------------------------------------
 LG1137  NETWORK    0.41   0.67           0.19   0.14   0.34     -0.00602155
 LG1137  -------------------------------------------------------------------
 LG1137  Click here for local accuracies and other accuracy information.
 LG1137
 LG1137.The horizontal coordinates were established by GPS observations
 LG1137.and adjusted by the National Geodetic Survey in June 2012.
 LG1137
 LG1137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1137.been affixed to the stable North American tectonic plate. See 
 LG1137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1137
 LG1137.The horizontal coordinates are valid at the epoch date displayed above
 LG1137.which is a decimal equivalence of Year/Month/Day.
 LG1137
 LG1137.The orthometric height was determined by GPS observations and a
 LG1137.high-resolution geoid model using precise GPS observation and
 LG1137.processing techniques.
 LG1137
 LG1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1137.GEOID18 height accuracy estimate available here.
 LG1137
 LG1137.Click photographs - Photos may exist for this station.
 LG1137
 LG1137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1137
 LG1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1137
 LG1137.The ellipsoidal height was determined by GPS observations
 LG1137.and is referenced to NAD 83.
 LG1137
 LG1137. The following values were computed from the NAD 83(2011) position.
 LG1137
 LG1137;                    North         East     Units Scale Factor Converg.
 LG1137;SPC NE       -    98,344.923   786,464.107   MT  0.99976450   +2 14 46.5
 LG1137;SPC NE       -   322,653.30  2,580,257.66   sFT  0.99976450   +2 14 46.5
 LG1137;UTM  14      - 4,504,705.354   701,977.821   MT  1.00010216   +1 33 27.9
 LG1137
 LG1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1137!SPC NE       -   0.99993689  x   0.99976450  =   0.99970141
 LG1137!UTM  14      -   0.99993689  x   1.00010216  =   1.00003905
 LG1137
 LG1137:                Primary Azimuth Mark                     Grid Az
 LG1137:SPC NE       -  CHENEY                                   355 51 41.1
 LG1137:UTM  14      -  CHENEY                                   356 32 59.7
 LG1137
 LG1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0197704705(NAD 83)
 LG1137
 LG1137|---------------------------------------------------------------------|
 LG1137| PID    Reference Object                     Distance      Geod. Az  |
 LG1137|                                                           dddmmss.s |
 LG1137| LG1419 LONE STAR AZ MK 2                   APPROX. 1.0 KM 0004534.9 |
 LG1137| LG1142 CHENEY ST MARYS CATHOLIC CH         APPROX. 6.5 KM 0112247.8 |
 LG1137| CL7340 LONE STAR RM 1                       21.843 METERS 04631     |
 LG1137| LG1472 LONE STAR RM 3                       22.126 METERS 05410     |
 LG1137| LG1138 BENNET MUNICIPAL TANK               APPROX. 8.7 KM 0785351.2 |
 LG1137| CL7341 LONE STAR RM 2                       22.260 METERS 13524     |
 LG1137| LG1473 LONE STAR RM 4                       25.741 METERS 13559     |
 LG1137| LG1146 HOLLAND REFORM CHURCH SPIRE         APPROX. 8.2 KM 1691024.7 |
 LG1137| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX.17.8 KM 1834918.8 |
 LG1137| LG1149 HICKMAN MUNICIPAL TANK              APPROX. 5.3 KM 2040110.4 |
 LG1137| LG1150 CORTLAND MUNICIPAL TANK             APPROX.19.4 KM 2044444.4 |
 LG1137| LG1474 LONE STAR RM 5                       13.624 METERS 35422     |
 LG1137| LG1471 LONE STAR AZ MK                                    3575650.5 |
 LG1137| LG1108 CHENEY                              APPROX. 9.7 KM 3580627.6 |
 LG1137|---------------------------------------------------------------------|
 LG1137
 LG1137                          SUPERSEDED SURVEY CONTROL
 LG1137
 LG1137  NAD 83(2007)-  40 40 06.64073(N)    096 36 37.59484(W) AD(2002.00) 0
 LG1137  ELLIP H (02/10/07)  402.351  (m)                       GP(2002.00)    
 LG1137  ELLIP H (03/30/05)  402.319  (m)                       GP(       ) 3 1
 LG1137  ELLIP H (07/10/01)  402.344  (m)                       GP(       ) 4 1
 LG1137  NAD 83(1995)-  40 40 06.64068(N)    096 36 37.59401(W) AD(       ) B
 LG1137  ELLIP H (06/25/96)  402.381  (m)                       GP(       ) 1 1
 LG1137  NAD 83(1986)-  40 40 06.64821(N)    096 36 37.59376(W) AD(       ) 1
 LG1137  NAD 27      -  40 40 06.64847(N)    096 36 36.53599(W) AD(       ) 1
 LG1137  NAVD 88 (06/25/96)  428.3    (m)  GEOID93  model used  GPS OBS        
 LG1137
 LG1137.Superseded values are not recommended for survey control.
 LG1137
 LG1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1137.See file dsdata.pdf to determine how the superseded data were derived.
 LG1137
 LG1137_MARKER: DS = TRIANGULATION STATION DISK
 LG1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1137_STAMPING: LONE STAR 1947
 LG1137_MARK LOGO: CGS
 LG1137_PROJECTION: RECESSED 46 CENTIMETERS
 LG1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1137+STABILITY: SURFACE MOTION
 LG1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1137+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1137
 LG1137  HISTORY     - Date     Condition        Report By
 LG1137  HISTORY     - 1953     MONUMENTED       CGS
 LG1137  HISTORY     - 1960     GOOD             LOCSUR
 LG1137  HISTORY     - 1961     GOOD             CGS
 LG1137  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG1137  HISTORY     - 1973     GOOD             NEDR
 LG1137  HISTORY     - 1981     GOOD             LOCENG
 LG1137  HISTORY     - 19820825 GOOD             NGS
 LG1137  HISTORY     - 19950817 GOOD             NE-109
 LG1137  HISTORY     - 20000605 GOOD             NEDR
 LG1137  HISTORY     - 2002     GOOD             NEDR
 LG1137  HISTORY     - 20100426 GOOD             INDIV
 LG1137
 LG1137                          STATION DESCRIPTION
 LG1137
 LG1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG1137'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF HICKMAN, 3 MILES
 LG1137'EAST-NORTHEAST OF ROCA, AND 1 MILE NORTH OF THE LONE STAR SCHOOL IN
 LG1137'THE SOUTHWEST ANGLE OF CROSSROADS, 75 FEET SOUTH OF THE CENTER OF AN
 LG1137'EAST-WEST GRADED ROAD, 73 FEET SOUTHWEST OF A TELEPHONE POLE, 46 FEET
 LG1137'SOUTH OF A POWER POLE, 26 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1137'GRADED ROAD, AND 3 FEET EAST OF A WHITE WITNESS POST IN THE BOTTOM OF
 LG1137'THE DITCH AT A POINT WHERE THE BACK SLOPE MEETS THE BOTTOM OF THE
 LG1137'DITCH.  THE SURFACE MARK IS 4 INCHES BELOW THE GROUND SURFACE AND THE
 LG1137'DISK IS STAMPED LONE STAR 1947.
 LG1137'
 LG1137'REFERENCE MARK NO. 3 IS 34 FEET EAST OF THE CENTER OF NORTH-SOUTH
 LG1137'ROAD, 33 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 4 FEET SOUTHEAST
 LG1137'OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 8
 LG1137'INCHES AND IS STAMPED LONE STAR NO 3 1947.
 LG1137'
 LG1137'REFERENCE MARK NO. 4 IS 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1137'ROAD AND 2 FEET NORTH OF A TELEPHONE POLE IN A FENCELINE.  THE MARK
 LG1137'PROJECTS 4 INCHES AND THE DISK IS STAMPED LONE STAR NO 4 1947.
 LG1137'
 LG1137'THE AZIMUTH MARK IS 150 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 LG1137'100 FEET SOUTH OF A WHITE FARM HOUSE OWNED AND OCCUPIED BY MR. BEN
 LG1137'BEHRENDS, 2 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT NORTH OF
 LG1137'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LONE STAR
 LG1137'1947.  NOTE-A NEW TELEPHONE POLE WHICH WAS SET ABOUT 100 YARDS NORTH
 LG1137'OF THE STATION IS ON LINE BETWEEN THE STATION AND THE AZIMUTH MARK.
 LG1137'THE INTERSECTION STATION, CHENEY, ST. MARYS CATHOLIC CHURCH, SPIRE, IS
 LG1137'VISIBLE FROM THE GROUND AT THE STATION.  TO REACH THE AZIMUTH MARK
 LG1137'FROM THE STATION, GO NORTH FOR 0.6 MILE.
 LG1137'
 LG1137'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ROCA, GO EAST ON
 LG1137'GRAVEL ROAD FOR 0.8 MILE.  TURN RIGHT AND GO SOUTH FOR 0.2 MILE.  TURN
 LG1137'LEFT AND GO EAST FOR 2.0 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH
 LG1137'FOR 1.0 MILE TO CROSSROADS AND THE STATION AS DESCRIBED.
 LG1137'
 LG1137'
 LG1137'
 LG1137'
 LG1137
 LG1137                          STATION RECOVERY (1960)
 LG1137
 LG1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (DS)
 LG1137'RECOVERED BY H. HOSKINS ASSOC.
 LG1137'
 LG1137'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  DUE TO POWER
 LG1137'POLE RECENTLY SET, DIRECT GROUND OBSERVATION FROM STATION TO
 LG1137'AZIMUTH MARK IS NO LONGER POSSIBLE.
 LG1137
 LG1137                          STATION RECOVERY (1961)
 LG1137
 LG1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1137'STATION WAS RECOVERED AS DESCRIBED BUT DUE TO THE MOVEMENT OF THE
 LG1137'REFERENCE MARKS AND NO LATE INFORMATION ON THE STATION A COMPLETE
 LG1137'DESCRIPTION FOLLOWS-
 LG1137'
 LG1137'LOCATED ABOUT 3 MILES NORTH OF HICKMAN, 3 MILES EAST OF ROCA AND 1
 LG1137'MILE NORTH OF THE LONE STAR SCHOOL, IN THE SOUTHWEST ANGLE OF A
 LG1137'CROSSROAD.
 LG1137'
 LG1137'REACHED FROM THE RAILROAD CROSSING AND THE MAIN STREET IN ROCA, GO
 LG1137'EAST ON GRAVEL ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 LG1137'RIGHT AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 LG1137'AND GO EAST FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR
 LG1137'1.0 MILE TO A CROSSROAD AND THE STATION ON THE LEFT.
 LG1137'
 LG1137'STATION MARKS ARE STANDARD DISKS STAMPED LONE STAR 1947, THE SURFACE
 LG1137'DISK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS 6
 LG1137'INCHES BELOW THE GROUND SURFACE.  IT IS 80 FEET SOUTH-SOUTHWEST OF THE
 LG1137'CENTER OF THE CROSSROAD, 45 FEET SOUTH OF A POWERLINE POLE, 24 FEET
 LG1137'WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND 3 FEET EAST OF A
 LG1137'METAL WITNESS POST AND SIGN.
 LG1137'
 LG1137'REFERENCE MARK 3, A STANDARD DISK STAMPED LONE STAR NO 3 1947, SET IN
 LG1137'AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 34
 LG1137'FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, 34 FEET EAST OF
 LG1137'THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND 2-1/2 FEET SOUTHEAST OF
 LG1137'A POWERLINE POLE.
 LG1137'
 LG1137'REFERENCE MARK 4, A STANDARD DISK STAMPED LONE STAR NO 4 1947, SET IN
 LG1137'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 LG1137'IT IS 34 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND IS
 LG1137'SET IN THE FENCE LINE OF THE NORTH-SOUTH FENCE.
 LG1137'
 LG1137'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVEL ROAD
 LG1137'FOR 0.6 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT INTO FARM YARD AND
 LG1137'GO WEST FOR 150 FEET TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 LG1137'STAMPED LONE STAR 1947 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LG1137'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 100 FEET SOUTH OF THE
 LG1137'SOUTHWEST CORNER OF FARM HOUSE, 10 FEET NORTHWEST OF THE NORTHWEST
 LG1137'CORNER OF A SMALL WHITE HOUSE, AND 2 FEET NORTHEAST OF A FENCE CORNER.
 LG1137'
 LG1137'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF THE
 LG1137'NORTH-SOUTH ROAD AND THE EAST-WEST ROAD.
 LG1137'
 LG1137'THE HORIZONTAL DISTANCE FROM R.M. 3 TO R.M. 4 IS 103.14 FEET, (31.437
 LG1137'METERS).
 LG1137
 LG1137                          STATION RECOVERY (1966)
 LG1137
 LG1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG1137'STATION WAS SEARCHED FOR AND THE STATION MARK AND REFERENCE
 LG1137'MARKS WERE NOT FOUND AFTER CONSIDERABLE DIGGING IN THE AREA.  THE
 LG1137'ROAD HAS BEEN WIDENED RECENTLY, AND THE HEDGEROW WAS REMOVED FROM
 LG1137'THIS AREA.  THE STATION MARK AND THE REFERENCE MARKS COULD HAVE
 LG1137'BEEN KNOCKED OUT AT THIS TIME.
 LG1137
 LG1137                          STATION RECOVERY (1973)
 LG1137
 LG1137'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1973 (HED)
 LG1137'STATION AND AZIMUTH FOUND IN
 LG1137'GOOD CONDITION AS DESCRIBED.
 LG1137'
 LG1137'NEAREST TOWN--ROCA.
 LG1137
 LG1137                          STATION RECOVERY (1981)
 LG1137
 LG1137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1137'LONE STAR 1947 RECOVERED GOOD (STATION MARK) 1.5 FEET BELOW
 LG1137'SURFACE.
 LG1137'
 LG1137'R.M. 1 AND R.M. 2 NOT FOUND.
 LG1137'
 LG1137'LONE STAR 1947 RECOVERED GOOD (AZI MARK) TREES OBSTRUCTING LINE
 LG1137'OF SIGHT.
 LG1137'
 LG1137'SCHOOL AND OTHER TIES GONE.
 LG1137'
 LG1137'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI N. OF HICKMAN.
 LG1137
 LG1137                          STATION RECOVERY (1982)
 LG1137
 LG1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1137'THE RECESSED SURFACE MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 LG1137'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND DESTROYED.
 LG1137'THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE.  A REFERENCE MARK 5 AND
 LG1137'AN AZIMITH MARK 2 WERE ESTABLISHED.  ADEQUATE CHECKS TO RM 3 AND
 LG1137'DISTANT OBJECTS WERE OBTAINED.
 LG1137'
 LG1137'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH FROM HICKMAN, 4.0
 LG1137'KM (2.5 MI) EAST FROM ROCA, IN THE NE1/4, SEC15, T8N, R7E, IN THE
 LG1137'SOUTHWEST ANGLE OF THE INTERSECTION OF WITTSTRUCK ROAD AND SOUTH 82ND
 LG1137'STREET, ON ROAD RIGHT-OF-WAY.
 LG1137'
 LG1137'TO REACH FROM THE MISSOURI PACIFIC RAILROAD CROSSING OF MAIN STREET,
 LG1137'IN ROCA, GO EAST FOR 1.29 KM (0.80 MI) TO A T-ROAD.  TURN RIGHT AND GO
 LG1137'SOUTH FOR 0.32 KM (0.20 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST ON
 LG1137'ROCA ROAD FOR 3.22 KM (2.00 MI) TO A CROSSROAD.  TURN LEFT AND GO
 LG1137'NORTH ON SOUTH 82ND STREET FOR 1.61 KM (1.00 MI) TO WITTSTRUCK ROAD
 LG1137'AND THE STATION ON THE LEFT.
 LG1137'
 LG1137'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1137'RECESSED 0.36 M (1.18 FT) BELOW THE GROUND SURFACE.  IT IS 23.7 M
 LG1137'(77.8 FT) SOUTH FROM THE CENTERLINE OF WITTSTRUCK ROAD, 8.2 M
 LG1137'(26.9 FT) WEST FROM THE CENTERLINE OF SOUTH 82ND STREET AND 0.76 M
 LG1137'(2.49 FT) NORTH FROM A WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LG1137'INSPECTED.
 LG1137
 LG1137                          STATION RECOVERY (1995)
 LG1137
 LG1137'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG1137'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5.5 MI
 LG1137'(8.9 KM) WEST-SOUTHWEST OF BENNET, 3.25 MI (5.23 KM) EAST-NORTHEAST OF
 LG1137'ROCA, 3.25 MI (5.23 KM) NORTH-NORTHEAST OF HICKMAN, IN THE SOUTHWEST
 LG1137'ANGLE OF THE INTERSECTION OF SOUTH 82ND STREET AND WITTSTRUCK ROAD, ON
 LG1137'THE WEST RIGHT-OF-WAY OF SOUTH 82ND STREET AND NEAR THE NORTHEAST
 LG1137'CORNER OF SEC15, T8N, R7E.
 LG1137'
 LG1137'TO REACH THE MARK FROM THE RAILROAD CROSSING ON MAIN STREET IN ROCA,
 LG1137'JUST NORTH OF THE ROCA GRAIN ELEVATOR, GO EAST ON MAIN STREET FOR 0.8
 LG1137'MI (1.3 KM) TO T-INTERSECTION, AT THE SOUTHEAST CORNER OF A CEMETERY.
 LG1137'TURN RIGHT AND GO SOUTH ON SOUTH 54TH STREET FOR 0.2 MI (0.3 KM) TO A
 LG1137'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON ROCA ROAD FOR 2.0 MI
 LG1137'(3.2 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON SOUTH
 LG1137'82ND STREET FOR 1.0 MI (1.6 KM) TO WITTSTRUCK ROAD AND THE MARK ON THE
 LG1137'LEFT.
 LG1137'
 LG1137'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LG1137'RECESSED ABOUT 1.5 FT (0.5 M) BELOW THE GROUND SURFACE.  IT IS 71.0 FT
 LG1137'(21.6 M) SOUTHWEST OF A UTILITY POLE, 77 FT (23.5 M) SOUTH OF THE
 LG1137'CENTERLINE OF WITTSTRUCK ROAD, 45.0 FEET (13.7 M) SOUTH OF A UTILITY
 LG1137'POLE, 25.0 FT (7.6 M) WEST OF 82ND STREET, 3.5 FT (1.1 M) NORTHEAST OF
 LG1137'A WITNESS POST, 72.58 FT (22.12 M) SOUTHWEST OF REFERENCE MARK 3,
 LG1137'44.83 FT (13.66 M) SOUTH OF REFERENCE MARK 5 AND 81.47 FT (24.83 M)
 LG1137'SOUTHWEST OF THE NORTHEAST CORNER OF SECTION 15.  REBAR WAS DRIVEN
 LG1137'ALONGSIDE THE MARK.
 LG1137
 LG1137                          STATION RECOVERY (2000)
 LG1137
 LG1137'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1137'RECOVERED AS DESCRIBED.
 LG1137
 LG1137                          STATION RECOVERY (2002)
 LG1137
 LG1137'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1137'RECOVERED AS DESCRIBED.
 LG1137
 LG1137                          STATION RECOVERY (2010)
 LG1137
 LG1137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0735 ***********************************************************************
 NN0735  DESIGNATION -  LONE TREE
 NN0735  PID         -  NN0735
 NN0735  STATE/COUNTY-  NE/KEYA PAHA
 NN0735  COUNTRY     -  US
 NN0735  USGS QUAD   -  MARIAVILLE (2017)
 NN0735
 NN0735                         *CURRENT SURVEY CONTROL
 NN0735  ______________________________________________________________________
 NN0735* NAD 83(1995) POSITION- 42 49 48.11577(N) 099 20 24.22811(W)   ADJUSTED
 NN0735* NAVD 88 ORTHO HEIGHT -   677.    (meters)     2221.    (feet) SCALED
 NN0735  ______________________________________________________________________
 NN0735  GEOID HEIGHT    -        -24.389 (meters)                     GEOID18
 NN0735  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 NN0735  HORZ ORDER      -  SECOND
 NN0735
 NN0735.The horizontal coordinates were established by classical geodetic methods
 NN0735.and adjusted by the National Geodetic Survey in August 1997.
 NN0735
 NN0735.The orthometric height was scaled from a topographic map.
 NN0735
 NN0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0735.GEOID18 height accuracy estimate available here.
 NN0735
 NN0735.Click photographs - Photos may exist for this station.
 NN0735
 NN0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0735
 NN0735. The following values were computed from the NAD 83(1995) position.
 NN0735
 NN0735;                    North         East     Units Scale Factor Converg.
 NN0735;SPC NE       -   332,945.959   553,955.468   MT  0.99992648   +0 26 14.4
 NN0735;SPC NE       - 1,092,340.20  1,817,435.56   sFT  0.99992648   +0 26 14.4
 NN0735;UTM  14      - 4,741,996.512   472,205.705   MT  0.99960950   -0 13 52.3
 NN0735
 NN0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0735!SPC NE       -   0.99989762  x   0.99992648  =   0.99982411
 NN0735!UTM  14      -   0.99989762  x   0.99960950  =   0.99950716
 NN0735
 NN0735:                Primary Azimuth Mark                     Grid Az
 NN0735:SPC NE       -  HIGGINS                                  050 21 13.1
 NN0735:UTM  14      -  HIGGINS                                  051 01 19.8
 NN0735
 NN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7220541996(NAD 83)
 NN0735
 NN0735|---------------------------------------------------------------------|
 NN0735| PID    Reference Object                     Distance      Geod. Az  |
 NN0735|                                                           dddmmss.s |
 NN0735| NN0392 HIGGINS                             APPROX. 6.9 KM 0504727.5 |
 NN0735| CO3971 LONE TREE AZ MK                                    0524841.1 |
 NN0735| CO3973 LONE TREE RM 3                                     0535147.1 |
 NN0735| CO3972 LONE TREE RM 1                       37.125 METERS 24000     |
 NN0735| AB7301 LONE TREE RM 2                       42.748 METERS 30607     |
 NN0735|---------------------------------------------------------------------|
 NN0735
 NN0735                          SUPERSEDED SURVEY CONTROL
 NN0735
 NN0735  NAD 83(1986)-  42 49 48.12227(N)    099 20 24.23611(W) AD(       ) 2
 NN0735  NAD 27      -  42 49 48.11700(N)    099 20 22.85600(W) AD(       ) 2
 NN0735
 NN0735.Superseded values are not recommended for survey control.
 NN0735
 NN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0735.See file dsdata.pdf to determine how the superseded data were derived.
 NN0735
 NN0735_MARKER: DS = TRIANGULATION STATION DISK
 NN0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0735_STAMPING: LONE TREE 1949
 NN0735_MARK LOGO: CGS
 NN0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0735+STABILITY: SURFACE MOTION
 NN0735
 NN0735  HISTORY     - Date     Condition        Report By
 NN0735  HISTORY     - 1949     MONUMENTED       CGS
 NN0735  HISTORY     - 1973     GOOD             NGS
 NN0735
 NN0735                          STATION DESCRIPTION
 NN0735
 NN0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0735'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH OF NEWPORT,
 NN0735'7.0 MILES SOUTH OF BROCKSBURG AND 3.5 MILES NORTH OF THE
 NN0735'NIOBRARA RIVER.  IT IS ON THE SUMMIT OF A HIGH SAND HILL,
 NN0735'200 FEET NORTH-NORTHWEST OF A LONE 15 INCH COTTONWOOD TREE
 NN0735'AND 115 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NN0735'LONE TREE 1949 AND PROJECTS 3 INCHES.
 NN0735'
 NN0735'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 1 FOOT EAST
 NN0735'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE TREE NO 1 1949
 NN0735'AND PROJECTS 10 INCHES.
 NN0735'
 NN0735'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT
 NN0735'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE TREE NO
 NN0735'2 1949 AND PROJECTS 8 INCHES.
 NN0735'
 NN0735'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 27 FEET EAST
 NN0735'OF THE CENTER OF ROAD, 2 FEET SOUTH OF WITNESS POST AND 1 FOOT
 NN0735'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE TREE
 NN0735'1949 AND PROJECTS 2 INCHES.
 NN0735'
 NN0735'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF THE
 NN0735'POST OFFICE IN NEWPORT, GO EAST FOR 0.2 MILE TO INTERSECTION
 NN0735'WITH GRAVELED ROAD, TURN LEFT AND GO NORTH FOR 13.3 MILES TO
 NN0735'BRIDGE OVER THE NIOBRARA RIVER, CONTINUE NORTH, EAST AND NORTH
 NN0735'ON MAIN ROAD FOR 2.15 MILES TO SCHOOL HOUSE ON THE LEFT,
 NN0735'CONTINUE NORTH FOR 1.35 MILES TO FENCE CORNERS ON THE RIGHT
 NN0735'AND THE LEFT, (CONTINUE NORTH ON MAIN ROAD FOR 0.4 MILE TO
 NN0735'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED) TURN LEFT ACROSS
 NN0735'FILL, BEAR RIGHT AND GO NORTHWEST ON TRACK ROAD TOWARD LONE
 NN0735'TREE ON TOP OF HILL AND STATION AS DESCRIBED.
 NN0735'
 NN0735'A 74 FOOT SIGNAL AT STATION HIGGINS 1934 IS VISIBLE AT 4 FEET.
 NN0735'
 NN0735'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0735'
 NN0735'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET.
 NN0735'
 NN0735'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0735
 NN0735                          STATION RECOVERY (1973)
 NN0735
 NN0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 NN0735'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NN0735'MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 NN0735'DUE TO ROAD CONSTRUCTION THE AZIMUTH MARK HAD TO BE MOVED.
 NN0735'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 NN0735'
 NN0735'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED
 NN0735'GOOD WITH THE PREVIOUS DATA.
 NN0735'
 NN0735'THE REFERENCE MARK 3 WAS SET 48 FEET EAST OF THE AZIMUTH
 NN0735'MARK AND ON THE TOP OF A LOW SAND HILL.
 NN0735'
 NN0735'THE ROUTE TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 NN0735'
 NN0735'FOLLOWING IS A DESCRIPTION OF REFERENCE MARK 3--
 NN0735'
 NN0735'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LONE TREE 1949
 NN0735'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0735'ROD, WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NN0735'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT
 NN0735'IS 90 FEET EAST OF THE CENTER OF HIGHWAY 137 AND 1 FOOT SOUTH
 NN0735'OF A METAL WITNESS POST.
 NN0735'
 NN0735'AZIMUTH MARK 1949 TO REFERENCE MARK 3 = -0.2608 METERS.
 NN0735'
 NN0735'THE AZIMUTH MARK 1949 WAS LEFT INTACT AND WILL BE DESTROYED
 NN0735'WHEN HIGHWAY CONSTRUCTION BEGINS AND THE DISK WILL BE RECLAIMED
 NN0735'BY THE HIGHWAY ENGINEER.
 NN0735'
 NN0735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 NN0735'NORTH OF NEWPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0785 ***********************************************************************
 NN0785  DESIGNATION -  LONG PINE
 NN0785  PID         -  NN0785
 NN0785  STATE/COUNTY-  NE/BROWN
 NN0785  COUNTRY     -  US
 NN0785  USGS QUAD   -  LONG PINE (2017)
 NN0785
 NN0785                         *CURRENT SURVEY CONTROL
 NN0785  ______________________________________________________________________
 NN0785* NAD 83(1995) POSITION- 42 31 40.21230(N) 099 42 05.96202(W)   ADJUSTED
 NN0785* NAVD 88 ORTHO HEIGHT -   750.    (meters)     2461.    (feet) SCALED
 NN0785  ______________________________________________________________________
 NN0785  GEOID HEIGHT    -        -22.867 (meters)                     GEOID18
 NN0785  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 NN0785  HORZ ORDER      -  SECOND
 NN0785
 NN0785.The horizontal coordinates were established by classical geodetic methods
 NN0785.and adjusted by the National Geodetic Survey in August 1997.
 NN0785
 NN0785.The orthometric height was scaled from a topographic map.
 NN0785
 NN0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0785.GEOID18 height accuracy estimate available here.
 NN0785
 NN0785.Click photographs - Photos may exist for this station.
 NN0785
 NN0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0785
 NN0785. The following values were computed from the NAD 83(1995) position.
 NN0785
 NN0785;                    North         East     Units Scale Factor Converg.
 NN0785;SPC NE       -   299,216.867   524,508.179   MT  0.99981789   +0 11 51.8
 NN0785;SPC NE       -   981,680.67  1,720,823.92   sFT  0.99981789   +0 11 51.8
 NN0785;UTM  14      - 4,708,622.559   442,373.083   MT  0.99964086   -0 28 27.5
 NN0785
 NN0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0785!SPC NE       -   0.99988593  x   0.99981789  =   0.99970384
 NN0785!UTM  14      -   0.99988593  x   0.99964086  =   0.99952683
 NN0785
 NN0785:                Primary Azimuth Mark                     Grid Az
 NN0785:SPC NE       -  PINE                                     006 31 26.9
 NN0785:UTM  14      -  PINE                                     007 11 46.2
 NN0785
 NN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4237308622(NAD 83)
 NN0785
 NN0785|---------------------------------------------------------------------|
 NN0785| PID    Reference Object                     Distance      Geod. Az  |
 NN0785|                                                           dddmmss.s |
 NN0785| NN0788 PINE                                APPROX.13.4 KM 0064318.7 |
 NN0785| CO3974 LONG PINE AZ MK                                    0211501.9 |
 NN0785| CO3975 LONG PINE RM 1                       10.376 METERS 11227     |
 NN0785| NN0784 LONG PINE MUNICIPAL STANDPIPE        17.394 METERS 20011     |
 NN0785| CO3976 LONG PINE RM 2                       13.883 METERS 22544     |
 NN0785|---------------------------------------------------------------------|
 NN0785
 NN0785                          SUPERSEDED SURVEY CONTROL
 NN0785
 NN0785  NAD 83(1986)-  42 31 40.21865(N)    099 42 05.97392(W) AD(       ) 2
 NN0785  NAD 27      -  42 31 40.22100(N)    099 42 04.53000(W) AD(       ) 2
 NN0785
 NN0785.Superseded values are not recommended for survey control.
 NN0785
 NN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0785.See file dsdata.pdf to determine how the superseded data were derived.
 NN0785
 NN0785_MARKER: DS = TRIANGULATION STATION DISK
 NN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0785_STAMPING: LONG PINE 1949
 NN0785_MARK LOGO: CGS
 NN0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0785+STABILITY: SURFACE MOTION
 NN0785
 NN0785  HISTORY     - Date     Condition        Report By
 NN0785  HISTORY     - 1949     MONUMENTED       CGS
 NN0785  HISTORY     - 1967     GOOD             USAF
 NN0785
 NN0785                          STATION DESCRIPTION
 NN0785
 NN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0785'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE RAILROAD
 NN0785'STATION IN LONG PINE, ON THE HIGH POINT OF A PROMINENT HILL
 NN0785'OVERLOOKING THE TOWN AND JUST NORTHEAST OF THE MUNICIPAL
 NN0785'STANDPIPE.  IT IS 45.02 FEET NORTHEAST OF THE NORTHEAST SIDE
 NN0785'OF THE STANDPIPE AND 40 FEET NORTHWEST OF TELEPHONE POLE.
 NN0785'IT IS STAMPED LONG PINE 1949 AND PROJECTS 2 INCHES.
 NN0785'
 NN0785'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 4 FEET WEST
 NN0785'OF TELEPHONE POLE.  IT IS STAMPED LONG PINE NO 1 1949 AND
 NN0785'PROJECTS 2 INCHES.
 NN0785'
 NN0785'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 12.8
 NN0785'FEET NORTH-NORTHWEST OF THE NORTHWEST SIDE OF THE STANDPIPE.
 NN0785'IT IS STAMPED LONG PINE NO 2 1949 AND PROJECTS 2 INCHES.
 NN0785'
 NN0785'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE
 NN0785'STATION, SET IN THE NORTHEAST CORNER OF THE SCHOOL YARD, 30
 NN0785'FEET SOUTH OF THE CENTER OF STATE ROUTE NO 55 AND 2 FEET
 NN0785'SOUTHEAST OF WITNESS POST.  IT IS STAMPED LONG PINE 1949
 NN0785'AND PROJECTS 3 INCHES.  TO REACH FROM THE CHEVROLET GARAGE
 NN0785'IN LONG PINE, GO EAST ON STATE ROUTE NO 55 FOR 0.2 MILE TO
 NN0785'THE NORTHEAST CORNER OF THE SCHOOL YARD AND MARK ON THE RIGHT
 NN0785'AS DESCRIBED.
 NN0785'
 NN0785'TO REACH THE STATION FROM THE RAILROAD STATION IN LONG PINE,
 NN0785'GO SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO GATE ON RIGHT, TURN
 NN0785'RIGHT THROUGH GATE AND GO SOUTHWEST UP HILL TO THE STANDPIPE
 NN0785'AND STATION JUST NORTHEAST AS DESCRIBED.
 NN0785'
 NN0785'AN 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'A 4 FOOT SIGNAL AT STATION MID IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4
 NN0785'FEET
 NN0785'
 NN0785'A 74 FOOT SIGNAL AT STATION SELDEN 1934, 1949 IS VISIBLE
 NN0785'AT 4 FEET
 NN0785'
 NN0785'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'AN 87 FOOT SIGNAL AT STATION AINSWORTH IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0785
 NN0785                          STATION RECOVERY (1967)
 NN0785
 NN0785'RECOVERY NOTE BY US AIR FORCE 1967
 NN0785'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NN0785'RECOVERED IN GOOD CONDITION.
 NN0785'
 NN0785'THE ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0784 ***********************************************************************
 NN0784  DESIGNATION -  LONG PINE MUNICIPAL STANDPIPE
 NN0784  PID         -  NN0784
 NN0784  STATE/COUNTY-  NE/BROWN
 NN0784  COUNTRY     -  US
 NN0784  USGS QUAD   -  LONG PINE (2017)
 NN0784
 NN0784                         *CURRENT SURVEY CONTROL
 NN0784  ______________________________________________________________________
 NN0784* NAD 83(1995) POSITION- 42 31 39.68320(N) 099 42 06.22500(W)   ADJUSTED
 NN0784  ______________________________________________________________________
 NN0784  GEOID HEIGHT    -        -22.867 (meters)                     GEOID18
 NN0784  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 NN0784  HORZ ORDER      -  THIRD
 NN0784
 NN0784.The horizontal coordinates were established by classical geodetic methods
 NN0784.and adjusted by the National Geodetic Survey in August 1997.
 NN0784
 NN0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0784.GEOID18 height accuracy estimate available here.
 NN0784
 NN0784.Click photographs - Photos may exist for this station.
 NN0784
 NN0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0784
 NN0784. The following values were computed from the NAD 83(1995) position.
 NN0784
 NN0784;                    North         East     Units Scale Factor Converg.
 NN0784;SPC NE       -   299,200.524   524,502.234   MT  0.99981784   +0 11 51.6
 NN0784;SPC NE       -   981,627.05  1,720,804.41   sFT  0.99981784   +0 11 51.6
 NN0784;UTM  14      - 4,708,606.288   442,366.949   MT  0.99964087   -0 28 27.6
 NN0784
 NN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4236608606(NAD 83)
 NN0784
 NN0784                          SUPERSEDED SURVEY CONTROL
 NN0784
 NN0784  NAD 83(1986)-  42 31 39.68989(N)    099 42 06.23811(W) AD(       ) 3
 NN0784  NAD 27      -  42 31 39.69200(N)    099 42 04.79300(W) AD(       ) 3
 NN0784
 NN0784.Superseded values are not recommended for survey control.
 NN0784
 NN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0784.See file dsdata.pdf to determine how the superseded data were derived.
 NN0784
 NN0784_MARKER: 52 = STANDPIPE TANK
 NN0784
 NN0784  HISTORY     - Date     Condition        Report By
 NN0784  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0784  HISTORY     - 1949     GOOD             CGS
 NN0784
 NN0784                          STATION DESCRIPTION
 NN0784
 NN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0784'POINT OBSERVED UPON WAS CENTER OF STANDPIPE IN LONG PINE, CITY
 NN0784'MUNICIPAL WATER SUPPLY.  LOCATED IN THE SOUTHERN PART OF TOWN.
 NN0784'
 NN0784'STATION WAS OBSERVED UPON FROM TRANGULATION STATIONS SELDEN,
 NN0784'BASSETT, BLAINE, LAMB,
 NN0784
 NN0784                          STATION RECOVERY (1949)
 NN0784
 NN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0784'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTH OF THE CENTER OF
 NN0784'TOWN AND 0.3 MILE SOUTH OF THE RAILROAD STATION, ON THE HIGH
 NN0784'POINT OF A PROMINENT HILL OVERLOOKING THE TOWN.  IT IS AN ALL
 NN0784'STEEL STRUCTURE 60 FEET HIGH AND 75.70 FEET IN CIRCUMFERENCE.
 NN0784'POINT OBSERVED UPON, APPROXIMATE CENTER OF BASE OF STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1377 ***********************************************************************
 LH1377  DESIGNATION -  LOOMIS
 LH1377  PID         -  LH1377
 LH1377  STATE/COUNTY-  NE/PHELPS
 LH1377  COUNTRY     -  US
 LH1377  USGS QUAD   -  LOOMIS (2017)
 LH1377
 LH1377                         *CURRENT SURVEY CONTROL
 LH1377  ______________________________________________________________________
 LH1377* NAD 83(1995) POSITION- 40 28 00.31177(N) 099 30 43.60011(W)   ADJUSTED
 LH1377* NAVD 88 ORTHO HEIGHT -   750.    (meters)     2461.    (feet) SCALED
 LH1377  ______________________________________________________________________
 LH1377  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 LH1377  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1377  HORZ ORDER      -  THIRD
 LH1377
 LH1377.The horizontal coordinates were established by classical geodetic methods
 LH1377.and adjusted by the National Geodetic Survey in August 1997.
 LH1377
 LH1377.The orthometric height was scaled from a topographic map.
 LH1377
 LH1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1377.GEOID18 height accuracy estimate available here.
 LH1377
 LH1377.Click photographs - Photos may exist for this station.
 LH1377
 LH1377.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1377
 LH1377. The following values were computed from the NAD 83(1995) position.
 LH1377
 LH1377;                    North         East     Units Scale Factor Converg.
 LH1377;SPC NE       -    70,445.922   541,370.053   MT  0.99982152   +0 19 24.0
 LH1377;SPC NE       -   231,121.33  1,776,144.92   sFT  0.99982152   +0 19 24.0
 LH1377;UTM  14      - 4,479,690.283   456,585.341   MT  0.99962320   -0 19 56.5
 LH1377
 LH1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1377!SPC NE       -   0.99988619  x   0.99982152  =   0.99970773
 LH1377!UTM  14      -   0.99988619  x   0.99962320  =   0.99950944
 LH1377
 LH1377:                Primary Azimuth Mark                     Grid Az
 LH1377:SPC NE       -  LOOMIS AZ MK                             090 01 01.7
 LH1377:UTM  14      -  LOOMIS AZ MK                             090 40 22.2
 LH1377
 LH1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5658579690(NAD 83)
 LH1377
 LH1377|---------------------------------------------------------------------|
 LH1377| PID    Reference Object                     Distance      Geod. Az  |
 LH1377|                                                           dddmmss.s |
 LH1377| LH1378 LOOMIS MUNICIPAL TANK               APPROX. 1.4 KM 0191338.5 |
 LH1377| CN9894 LOOMIS RM 1                          21.436 METERS 08849     |
 LH1377| CN9893 LOOMIS AZ MK                                       0902025.7 |
 LH1377| CN9895 LOOMIS RM 2                          18.378 METERS 17606     |
 LH1377| CN9896 LOOMIS RM 3                          22.354 METERS 17722     |
 LH1377|---------------------------------------------------------------------|
 LH1377
 LH1377                          SUPERSEDED SURVEY CONTROL
 LH1377
 LH1377  NAD 83(1986)-  40 28 00.31748(N)    099 30 43.60229(W) AD(       ) 3
 LH1377  NAD 27      -  40 28 00.28900(N)    099 30 42.21900(W) AD(       ) 3
 LH1377
 LH1377.Superseded values are not recommended for survey control.
 LH1377
 LH1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1377.See file dsdata.pdf to determine how the superseded data were derived.
 LH1377
 LH1377_MARKER: DS = TRIANGULATION STATION DISK
 LH1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1377_STAMPING: LOOMIS 1951
 LH1377_MARK LOGO: CGS
 LH1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1377+STABILITY: SURFACE MOTION
 LH1377
 LH1377  HISTORY     - Date     Condition        Report By
 LH1377  HISTORY     - 1951     MONUMENTED       CGS
 LH1377  HISTORY     - 1968     GOOD             CGS
 LH1377  HISTORY     - 19970619 GOOD             NGS
 LH1377  HISTORY     - 20060513 GOOD             GEOCAC
 LH1377
 LH1377                          STATION DESCRIPTION
 LH1377
 LH1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1377'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF LOOMIS, IN THE
 LH1377'NORTHWEST ANGLE OF A CROSSROAD.  IT IS 37 FEET WEST OF THE
 LH1377'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 32 FEET NORTH OF
 LH1377'THE CENTERLINE OF AN EAST-WEST ROAD, 4 FEET WEST OF A NORTH-SOUTH
 LH1377'FENCE LINE AND 3 FEET NORTH OF AN EAST-WEST FENCELINE.  IT IS
 LH1377'STAMPED LOOMIS 1951 AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE CENTERLINE OF A
 LH1377'NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 LH1377'ROAD AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1377'LOOMIS NO 1 1951 AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTERLINE OF AN
 LH1377'EAST-WEST ROAD, 37 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 LH1377'GRAVELED ROAD, AND 14 FEET NORTH OF A TELEPHONE POLE.  IT IS
 LH1377'STAMPED LOOMIS NO 2 1951 AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 90.5 FEET.
 LH1377'
 LH1377'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF AN
 LH1377'EAST-WEST ROAD, 4.5 FEET SOUTH OF A BRACE POLE FOR THE POWER LINE
 LH1377'AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED LOOMIS 1951
 LH1377'AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'TO REACH THE STATION FROM THE RAILROAD STATION IN LOOMIS, GO
 LH1377'WEST ON STATE HIGHWAY 23 FOR 0.3 MILE TO A CROSSROAD, TURN
 LH1377'SOUTH AND GO 1.0 MILE TO THE STATION ON THE RIGHT.
 LH1377'
 LH1377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 LH1377'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LH1377'
 LH1377'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1377
 LH1377                          STATION RECOVERY (1968)
 LH1377
 LH1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1377'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 LH1377'WERE RECOVERED AND FOUND IN GOOD CONDITION, REFERENCE MARK NO. 2
 LH1377'WAS NOT RECOVERED AND WAS DESTROYED WHEN DITCH WAS CLEANED OUT
 LH1377'ON THE SOUTH SIDE OF A GRAVELED ROAD.
 LH1377'
 LH1377'A NEW REFERENCE MARK NO. 3 WAS SET.
 LH1377'
 LH1377'A NEW DESCRIPTION FOLLOWS.
 LH1377'
 LH1377'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LOOMIS, GO WEST
 LH1377'ON STATE HIGHWAY 23 FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND
 LH1377'GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND
 LH1377'THE STATION IN THE NORTHWEST ANGLE.
 LH1377'
 LH1377'STATION MARK, A STANDARD DISK STAMPED LOOMIS 1951, IS SET
 LH1377'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LH1377'SURFACE OF THE GROUND.  IT IS 38 FEET NORTH OF THE CENTER OF
 LH1377'AN EAST-WEST ROAD, 37 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1377'ROAD, 3.5 FEET NORTHWEST OF AN OLD FENCE CORNER POST, AND 1 FOOT
 LH1377'EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LH1377'INSPECTED.
 LH1377'
 LH1377'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOOMIS NO. 1 1951,
 LH1377'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LH1377'THE SURFACE OF THE GROUND.  IT IS 40.5 FEET NORTH OF THE CENTER
 LH1377'OF THE EAST-WEST ROAD, 34 FEET EAST OF THE CENTER OF THE
 LH1377'NORTH-SOUTH ROAD, 7.5 FEET NORTH OF A CORNER FENCE POST, AND
 LH1377'1 FOOT EAST OF THE OLD FENCE.
 LH1377'
 LH1377'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOOMIS 1951 NO. 3
 LH1377'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1377'1 INCH.  IT IS 37 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 LH1377'37 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 18 FEET NORTH
 LH1377'OF A GAS PIPE, AND 1 FOOT WEST OF A POWERLINE POLE.
 LH1377'
 LH1377'AZIMUTH MARK, A STANDARD DISK STAMPED LOOMIS 1951, IS SET IN
 LH1377'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 LH1377'IT IS 50 FEET WEST OF AN IRRIGATION DITCH, 23 FEET SOUTH OF THE
 LH1377'CENTER OF AN EAST-WEST ROAD, 4.5 FEET SOUTH OF A POWERLINE BRACE
 LH1377'POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LH1377'
 LH1377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 LH1377'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LH1377'
 LH1377'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 LH1377'IS 100.30 FEET, 30.571 METERS.
 LH1377'
 LH1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILES
 LH1377'SOUTH OF LOOMIS.
 LH1377
 LH1377                          STATION RECOVERY (1997)
 LH1377
 LH1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LB)
 LH1377'RECOVERED AS DESCRIBED.
 LH1377
 LH1377                          STATION RECOVERY (2006)
 LH1377
 LH1377'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1377'FOUND THE STATION AND BOTH REFERENCE MARKS IN GOOD CONDITION.  THE
 LH1377'STATION IS RECESSED 18 INCHES.  SEARCHED FOR BUT DID NOT FIND THE
 LH1377'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1378 ***********************************************************************
 LH1378  DESIGNATION -  LOOMIS MUNICIPAL TANK
 LH1378  PID         -  LH1378
 LH1378  STATE/COUNTY-  NE/PHELPS
 LH1378  COUNTRY     -  US
 LH1378  USGS QUAD   -  LOOMIS (2017)
 LH1378
 LH1378                         *CURRENT SURVEY CONTROL
 LH1378  ______________________________________________________________________
 LH1378* NAD 83(1995) POSITION- 40 28 42.12281(N) 099 30 24.50327(W)   ADJUSTED
 LH1378  ______________________________________________________________________
 LH1378  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 LH1378  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 LH1378  HORZ ORDER      -  THIRD
 LH1378
 LH1378.The horizontal coordinates were established by classical geodetic methods
 LH1378.and adjusted by the National Geodetic Survey in August 1997.
 LH1378
 LH1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1378.GEOID18 height accuracy estimate available here.
 LH1378
 LH1378.Click photographs - Photos may exist for this station.
 LH1378
 LH1378.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1378
 LH1378. The following values were computed from the NAD 83(1995) position.
 LH1378
 LH1378;                    North         East     Units Scale Factor Converg.
 LH1378;SPC NE       -    71,737.902   541,812.497   MT  0.99981791   +0 19 36.6
 LH1378;SPC NE       -   235,360.10  1,777,596.50   sFT  0.99981791   +0 19 36.6
 LH1378;UTM  14      - 4,480,976.862   457,042.454   MT  0.99962271   -0 19 44.4
 LH1378
 LH1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5704280976(NAD 83)
 LH1378
 LH1378                          SUPERSEDED SURVEY CONTROL
 LH1378
 LH1378  NAD 83(1986)-  40 28 42.12836(N)    099 30 24.50521(W) AD(       ) 3
 LH1378  NAD 27      -  40 28 42.09600(N)    099 30 23.12500(W) AD(       ) 3
 LH1378
 LH1378.Superseded values are not recommended for survey control.
 LH1378
 LH1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1378.See file dsdata.pdf to determine how the superseded data were derived.
 LH1378
 LH1378_MARKER: 53 = ELEVATED TANK
 LH1378
 LH1378  HISTORY     - Date     Condition        Report By
 LH1378  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1378  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1378
 LH1378                          STATION DESCRIPTION
 LH1378
 LH1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1378'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF LOOMIS,
 LH1378'84 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED STREET
 LH1378'AND 60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 23.
 LH1378'
 LH1378'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 LH1378'THE OVERALL HEIGHT IS 125 FEET.  THE POINT OBSERVED UPON
 LH1378'WAS THE BALL ON THE TOP OF THE TANK.
 LH1378
 LH1378                          STATION RECOVERY (2006)
 LH1378
 LH1378'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1378'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0879 ***********************************************************************
 LG0879  DESIGNATION -  LOONTJER
 LG0879  PID         -  LG0879
 LG0879  STATE/COUNTY-  NE/THAYER
 LG0879  COUNTRY     -  US
 LG0879  USGS QUAD   -  RUSKIN (2017)
 LG0879
 LG0879                         *CURRENT SURVEY CONTROL
 LG0879  ______________________________________________________________________
 LG0879* NAD 83(1995) POSITION- 40 11 22.65724(N) 097 48 10.87405(W)   ADJUSTED
 LG0879* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 LG0879  ______________________________________________________________________
 LG0879  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 LG0879  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 LG0879  HORZ ORDER      -  FIRST
 LG0879
 LG0879.The horizontal coordinates were established by classical geodetic methods
 LG0879.and adjusted by the National Geodetic Survey in August 1997.
 LG0879
 LG0879.The orthometric height was scaled from a topographic map.
 LG0879
 LG0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0879.GEOID18 height accuracy estimate available here.
 LG0879
 LG0879.Click photographs - Photos may exist for this station.
 LG0879
 LG0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0879
 LG0879. The following values were computed from the NAD 83(1995) position.
 LG0879
 LG0879;                    North         East     Units Scale Factor Converg.
 LG0879;SPC NE       -    41,937.590   687,053.400   MT  0.99991967   +1 27 21.4
 LG0879;SPC NE       -   137,590.24  2,254,107.70   sFT  0.99991967   +1 27 21.4
 LG0879;UTM  14      - 4,449,491.191   601,891.869   MT  0.99972780   +0 46 21.0
 LG0879
 LG0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0879!SPC NE       -   0.99992522  x   0.99991967  =   0.99984489
 LG0879!UTM  14      -   0.99992522  x   0.99972780  =   0.99965304
 LG0879
 LG0879:                Primary Azimuth Mark                     Grid Az
 LG0879:SPC NE       -  LOONTJER AZ MK                           359 01 34.3
 LG0879:UTM  14      -  LOONTJER AZ MK                           359 42 34.7
 LG0879
 LG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0189149491(NAD 83)
 LG0879
 LG0879|---------------------------------------------------------------------|
 LG0879| PID    Reference Object                     Distance      Geod. Az  |
 LG0879|                                                           dddmmss.s |
 LG0879| CN9897 LOONTJER AZ MK                                     0002855.7 |
 LG0879| CN9900 LOONTJER RM 3                        25.547 METERS 01218     |
 LG0879| CN9899 LOONTJER RM 2                        32.103 METERS 01908     |
 LG0879| LG0855 CARLETON MUNICIPAL TANK             APPROX.16.7 KM 0400806.9 |
 LG0879| LG0856 CARLETON ZION LUTH CH STEEPLE       APPROX.16.8 KM 0401854.9 |
 LG0879| LG0877 EVAN LUTH BETHLEHEMS CH SPIRE       APPROX. 2.4 KM 0425103.2 |
 LG0879| LG0852 BRUNING MUNICIPAL TANK              APPROX.25.8 KM 0510941.0 |
 LG0879| LG0854 BELVIDERE MUNICIPAL TANK            APPROX.22.1 KM 0704805.1 |
 LG0879| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX.19.1 KM 0962627.6 |
 LG0879| CN9898 LOONTJER RM 1                        23.998 METERS 10811     |
 LG0879| LG0876 DESHLER AMERICAN LUTH CH SPIRE      APPROX. 8.5 KM 1281529.0 |
 LG0879| LG0874 DESHLER SINCLAIR OIL CO TANK        APPROX. 7.6 KM 1372729.6 |
 LG0879| LG0882 ST MARKS EV LUTH CH                 APPROX.10.0 KM 1701618.1 |
 LG0879| LG0878 ST PAULS LUTHERAN CHURCH SPIRE      APPROX. 3.1 KM 1764135.7 |
 LG0879| LG0880 RUSKIN MUNICIPAL TANK               APPROX. 7.6 KM 2284413.8 |
 LG0879| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.24.5 KM 3242019.8 |
 LG0879| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.13.8 KM 3561349.6 |
 LG0879|---------------------------------------------------------------------|
 LG0879
 LG0879                          SUPERSEDED SURVEY CONTROL
 LG0879
 LG0879  NAD 83(1986)-  40 11 22.66279(N)    097 48 10.87454(W) AD(       ) 1
 LG0879  NAD 27      -  40 11 22.64700(N)    097 48 09.73500(W) AD(       ) 1
 LG0879
 LG0879.Superseded values are not recommended for survey control.
 LG0879
 LG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0879.See file dsdata.pdf to determine how the superseded data were derived.
 LG0879
 LG0879_MARKER: DS = TRIANGULATION STATION DISK
 LG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0879_STAMPING: LOONTJER 1947
 LG0879_MARK LOGO: CGS
 LG0879_PROJECTION: RECESSED 8 CENTIMETERS
 LG0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0879+STABILITY: SURFACE MOTION
 LG0879
 LG0879  HISTORY     - Date     Condition        Report By
 LG0879  HISTORY     - 1947     MONUMENTED       CGS
 LG0879  HISTORY     - 1950     GOOD             CGS
 LG0879  HISTORY     - 1951     GOOD             CGS
 LG0879
 LG0879                          STATION DESCRIPTION
 LG0879
 LG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0879'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DESHLER AND 5.5
 LG0879'MILES NORTHEAST OF RUSKIN.  THE MARK, STAMPED LOONTJER 1947,
 LG0879'IS 48 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 18
 LG0879'FEET SOUTH OF THE CENTER LINE OF A LANE TO A FARM HOUSE, 17
 LG0879'FEET NORTHWEST OF A WIRE FENCE CORNER AND SET ABOUT 3 INCHES
 LG0879'BELOW THE SURFACE OF THE GROUND.
 LG0879'
 LG0879'REFERENCE MARK NO. 1, STAMPED LOONTJER NO 1 1947, IS 18 FEET
 LG0879'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET NORTH OF
 LG0879'A TELEPHONE POLE AND PROJECTS 4 INCHES.
 LG0879'
 LG0879'REFERENCE MARK NO. 2, STAMPED LOONTJER NO 2 1947, IS 18 FEET WEST
 LG0879'OF THE CENTER LINE OF A NORTH-SOUTH ROAD AT THE EAST EDGE OF
 LG0879'A CULTIVATED FIELD AND PROJECTS 6 INCHES.
 LG0879'
 LG0879'THE AZIMUTH MARK, STAMPED LOONTJER 1947, IS 18 FEET WEST OF
 LG0879'THE CENTER LINE OF A NORTH-SOUTH ROAD, 10 FEET NORTH OF THE
 LG0879'CENTER LINE OF A LANE TO A FARM HOUSE, 2 FEET NORTH AND 1 FOOT
 LG0879'EAST OF A WIRE FENCE CORNER AND PROJECTS 6 INCHES.
 LG0879'
 LG0879'TO REACH THE STATION FROM THE FIRE HALL IN DESHLER, GO EAST 0.05
 LG0879'MILE TO A CROSSROAD.  TURN LEFT NORTH, AND GO 0.25 MILE TO STATE
 LG0879'HIGHWAY NO. 3.  TURN LEFT ON STATE HIGHWAY NO. 3 AND GO 4.0
 LG0879'MILES WEST TO A SIGN AT CROSSROADS DAVENPORT 12 MILES.  AT THE
 LG0879'CROSSROADS, TURN RIGHT NORTH, AND GO 2.9 MILES TO A FARM LANE
 LG0879'ON THE LEFT, WEST SIDE OF ROAD AND STATION NEAR FENCE CORNER.
 LG0879'TO REACH THE AZIMUTH MARK, CONTINUE AHEAD NORTH, FOR 0.95 MILE
 LG0879'TO MARK ON THE LEFT, WEST SIDE OF ROAD NEAR FENCE CORNER.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION CORDING IS VISIBLE AT 10 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION WEIDEL IS VG.
 LG0879'
 LG0879'A 4 FOOT SIGNAL AT STATION DESHLER IS VISIBLE AT 30 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION CHESTER IS VISIBLE AT 40 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION KUHLMANN IS VISIBLE AT 40 FEET.
 LG0879'
 LG0879'A 87 FOOT SIGNAL AT STATION BYRON IS VISIBLE AT 50 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION SANKEY IS VG.
 LG0879'
 LG0879'A 87 FOOT SIGNAL AT STATION SKULLY IS VISIBLE AT 30 FEET.
 LG0879'
 LG0879'A 4 FOOT SIGNAL AT STATION NORA IS VG.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION JACKSON IS VG.
 LG0879'
 LG0879'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0879
 LG0879                          STATION RECOVERY (1950)
 LG0879
 LG0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0879'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LG0879'CONDITION.  THE 1950 DIRECTION TO THE AZIMUTH AND REFERENCE MARK
 LG0879'NO. 2 DID NOT CHECK WITH THE 1947.  THE 1950 DISTANCE TO
 LG0879'REFERENCE MARK NO. 2 DID NOT CHECK WITH THE 1947.
 LG0879'
 LG0879'A NEW DESCRIPTION FOLLOWS.
 LG0879'
 LG0879'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DESHLER
 LG0879'AND 5-1/2 MILES NORTHEAST OF RUSKIN.  IT IS 54 FEET WEST OF THE
 LG0879'CENTERLINE OF A NORTH AND SOUTH ROAD, 18 FEET SOUTH OF A FARM
 LG0879'DRIVEWAY, 21 FEET NORTHWEST OF A FENCE CORNER.  THE MARK IS
 LG0879'3 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG0879'STAMPED LOONTJER 1947.
 LG0879'
 LG0879'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTERLINE OF THE
 LG0879'NORTH AND SOUTH ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG0879'IS STAMPED LOONTJER NO 1 1947.
 LG0879'
 LG0879'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTERLINE OF THE
 LG0879'NORTH AND SOUTH ROAD AND 78 FEET NORTH OF THE CENTERLINE OF THE
 LG0879'FARM DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0879'STAMPED LOONTJER NO 2 1947.
 LG0879'
 LG0879'AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF A NORTH AND
 LG0879'SOUTH ROAD, 10 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY,
 LG0879'2 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.
 LG0879'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOONTJER
 LG0879'1947.
 LG0879'
 LG0879'TO REACH FROM THE CITY HALL (FIRE STATION) IN DESHLER, GO EAST
 LG0879'0.05 MILE TO CROSS-STREETS, TURN LEFT (NORTH) 0.25 MILE TO STATE
 LG0879'HIGHWAY 3, TURN LEFT WEST ON HIGHWAY 3 FOR 4.1 MILES TO
 LG0879'CROSSROADS AND SIGN DAVENPORT 12 MILE, TURN RIGHT (NORTH) ON
 LG0879'DIRT ROAD FOR 2.9 MILES TO A FARM DRIVEWAY ON THE LEFT AND THE
 LG0879'STATION AS DESCRIBED.
 LG0879'
 LG0879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.95 MILE TO
 LG0879'A FARM DRIVEWAY ON THE LEFT AND THE MARK.
 LG0879'
 LG0879'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LG0879
 LG0879                          STATION RECOVERY (1951)
 LG0879
 LG0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LG0879'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 LG0879'2 WERE RECOVERED AND WERE IN GOOD CONDITION.  THE AZIMUTH MARK
 LG0879'WAS NOT VISITED BECAUSE OF HIGH WATER AND A BRIDGE OUT.
 LG0879'REFERENCE MARK NO. 2 WAS REMOVED BECAUSE IT INTERFERED WITH THE
 LG0879'MAINTENANCE OF THE ROAD.  THE STATION WAS OCCUPIED TO ESTABLISH
 LG0879'REFERENCE MARK NO. 3.
 LG0879'
 LG0879'A NEW DESCRIPTION FOLLOWS.
 LG0879'
 LG0879'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DESHLER AND
 LG0879'5.5 MILES NORTHEAST OF RUSKIN.  IT IS 54 FEET WEST OF THE CENTER
 LG0879'OF A NORTH-SOUTH ROAD, 21 FEET NORTHWEST OF A FENCE CORNER AND
 LG0879'18 FEET SOUTH OF THE CENTER OF A FARM DRIVEWAY.  IT IS STAMPED
 LG0879'LOONTJER 1947 AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0879'
 LG0879'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF A
 LG0879'NORTH-SOUTH ROAD.  IT IS STAMPED LOONTJER NO 1 1947 AND PROJECTS
 LG0879'4 INCHES.
 LG0879'
 LG0879'REFERENCE MARK NO. 3 IS 60 FEET NORTH OF THE CENTER OF A
 LG0879'FARM DRIVEWAY, 36 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG0879'ROAD AND 1 FOOT SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 LG0879'LOONTJER NO 3 1951 AND PROJECTS 2 INCHES.
 LG0879'
 LG0879'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LG0879'MARK NO. 3 IS 120.8 FEET.
 LG0879'
 LG0879'TO REACH THE STATION FROM THE CITY HALL (FIRE STATION) IN
 LG0879'DESHLER, GO EAST FOR 0.05 MILE TO A CROSS-STREET, TURN LEFT
 LG0879'AND GO NORTH FOR 0.25 MILE TO STATE HIGHWAY 3.  TURN LEFT AND
 LG0879'GO WEST ON STATE HIGHWAY 3 FOR 4.1 MILES TO A CROSSROAD
 LG0879'AND SIGN DAVENPORT 12 MILES, TURN RIGHT AND GO NORTH ON A DIRT
 LG0879'ROAD FOR 2.9 MILES TO A FARM DRIVEWAY ON THE LEFT AND THE
 LG0879'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0549 ***********************************************************************
 MN0549  DESIGNATION -  LORENZO
 MN0549  PID         -  MN0549
 MN0549  STATE/COUNTY-  NE/CHEYENNE
 MN0549  COUNTRY     -  US
 MN0549  USGS QUAD   -  LORENZO (2017)
 MN0549
 MN0549                         *CURRENT SURVEY CONTROL
 MN0549  ______________________________________________________________________
 MN0549* NAD 83(1995) POSITION- 41 05 03.27116(N) 103 06 10.97741(W)   ADJUSTED
 MN0549* NAVD 88 ORTHO HEIGHT -  1350.    (meters)     4429.    (feet) SCALED
 MN0549  ______________________________________________________________________
 MN0549  GEOID HEIGHT    -        -19.620 (meters)                     GEOID18
 MN0549  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 MN0549  HORZ ORDER      -  SECOND
 MN0549
 MN0549.The horizontal coordinates were established by classical geodetic methods
 MN0549.and adjusted by the National Geodetic Survey in August 1997.
 MN0549
 MN0549.The orthometric height was scaled from a topographic map.
 MN0549
 MN0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0549.GEOID18 height accuracy estimate available here.
 MN0549
 MN0549.Click photographs - Photos may exist for this station.
 MN0549
 MN0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0549
 MN0549. The following values were computed from the NAD 83(1995) position.
 MN0549
 MN0549;                    North         East     Units Scale Factor Converg.
 MN0549;SPC NE       -   143,560.637   239,395.026   MT  0.99968550   -2 03 23.0
 MN0549;SPC NE       -   470,998.52    785,415.18   sFT  0.99968550   -2 03 23.0
 MN0549;UTM  13      - 4,549,842.524   659,337.186   MT  0.99991247   +1 14 48.8
 MN0549
 MN0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0549!SPC NE       -   0.99979142  x   0.99968550  =   0.99947699
 MN0549!UTM  13      -   0.99979142  x   0.99991247  =   0.99970391
 MN0549
 MN0549:                Primary Azimuth Mark                     Grid Az
 MN0549:SPC NE       -  LORENZO AZ MK                            205 41 23.8
 MN0549:UTM  13      -  LORENZO AZ MK                            202 23 12.0
 MN0549
 MN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5933749842(NAD 83)
 MN0549
 MN0549|---------------------------------------------------------------------|
 MN0549| PID    Reference Object                     Distance      Geod. Az  |
 MN0549|                                                           dddmmss.s |
 MN0549| MN0479 AIRPORT BCN SIDNEY MUN AIRPORT      APPROX.10.2 KM 0773159.8 |
 MN0549| MN0481 SIDNEY COLLIER TV MAST              APPROX.11.2 KM 1082157.8 |
 MN0549| CP7666 LORENZO RM 1                         14.628 METERS 18126     |
 MN0549| CP7665 LORENZO AZ MK                                      2033800.8 |
 MN0549| CP7667 LORENZO RM 2                         15.677 METERS 28700     |
 MN0549|---------------------------------------------------------------------|
 MN0549
 MN0549                          SUPERSEDED SURVEY CONTROL
 MN0549
 MN0549  NAD 83(1993)-  41 05 03.27034(N)    103 06 10.97710(W) AD(       ) 2
 MN0549  NAD 83(1992)-  41 05 03.26299(N)    103 06 10.97633(W) AD(       ) 2
 MN0549  NAD 83(1986)-  41 05 03.26247(N)    103 06 10.97663(W) AD(       ) 2
 MN0549  NAD 27      -  41 05 03.31790(N)    103 06 09.24540(W) AD(       ) 2
 MN0549
 MN0549.Superseded values are not recommended for survey control.
 MN0549
 MN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0549.See file dsdata.pdf to determine how the superseded data were derived.
 MN0549
 MN0549_MARKER: DS = TRIANGULATION STATION DISK
 MN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0549_STAMPING: LORENZO 1963
 MN0549_MARK LOGO: CGS
 MN0549_PROJECTION: FLUSH
 MN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0549+STABILITY: SURFACE MOTION
 MN0549
 MN0549  HISTORY     - Date     Condition        Report By
 MN0549  HISTORY     - 1963     MONUMENTED       CGS
 MN0549  HISTORY     - 1965     GOOD             CGS
 MN0549
 MN0549                          STATION DESCRIPTION
 MN0549
 MN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0549'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN OWENS AND
 MN0549'LEASED TO THE U.S. GOVERNMENT.  IT IS NEAR THE SIDNEY V.O.R.
 MN0549'ON THE HIGHEST HILL IN THE VICINITY ABOUT 8 MILES SOUTHWEST OF
 MN0549'SIDNEY, 7 MILES WEST AND 1 MILE SOUTH OF THE SIDNEY MUNICIPAL
 MN0549'AIRPORT AND 3-1/2 MILES NORTHWEST OF LORENZO.
 MN0549'
 MN0549'TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF STATE HIGHWAY
 MN0549'19 AND A GRAVELED ROAD IN LORENZO, DRIVE WEST ON THE GRAVELED
 MN0549'ROAD FOR 2.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE
 MN0549'NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND THE
 MN0549'AZIMUTH MARK ON THE EAST SIDE OF THE NORTH-SOUTH ROAD AND ON
 MN0549'THE NORTH SIDE OF THE EAST-WEST ROAD.  CONTINUE NORTH ON THE
 MN0549'GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT JUST BEFORE THE
 MN0549'ROAD STARTS DOWN HILL TO THE NORTH.  TURN RIGHT AND DRIVE EAST
 MN0549'ON A DIRT ROAD FOR 0.2 MILE, THENCE TURN RIGHT AND DRIVE
 MN0549'SOUTH ON A DIRT ROAD FOR 0.2 MILE TO THE SIDNEY V.O.R. AND
 MN0549'THE STATION NEAR THE SOUTHWEST CORNER OF THE V.O.R.
 MN0549'
 MN0549'THE STATION MARK IS A STANDARD DISK, STAMPED LORENZO 1963, SET IN
 MN0549'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 MN0549'DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET
 MN0549'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SQUARE BUILDING
 MN0549'SUPPORTING THE V.O.R.
 MN0549'
 MN0549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LORENZO NO 1 1963,
 MN0549'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0549'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MN0549'104-1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE V.O.R.
 MN0549'BUILDING.
 MN0549'
 MN0549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LORENZO NO 2 1963,
 MN0549'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0549'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MN0549'90 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE V.O.R.
 MN0549'BUILDING.
 MN0549'
 MN0549'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LORENZO 1963, SET
 MN0549'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0549'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 MN0549'IS 37 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MN0549'33 FEET EAST OF THE CENTER OF A GRAVELED NORTH-SOUTH ROAD, 1.5
 MN0549'FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0549'AND 1.0 FOOT WEST-NORTHWEST OF A TELEPHONE POLE.
 MN0549
 MN0549                          STATION RECOVERY (1965)
 MN0549
 MN0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0549'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 MN0549'AS DESCRIBED BY THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0413 ***********************************************************************
 NO0413  DESIGNATION -  LOSH
 NO0413  PID         -  NO0413
 NO0413  STATE/COUNTY-  NE/CHERRY
 NO0413  COUNTRY     -  US
 NO0413  USGS QUAD   -  PURDUM NW (2017)
 NO0413
 NO0413                         *CURRENT SURVEY CONTROL
 NO0413  ______________________________________________________________________
 NO0413* NAD 83(1995) POSITION- 42 07 40.66557(N) 100 26 38.87304(W)   ADJUSTED
 NO0413* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 NO0413  ______________________________________________________________________
 NO0413  GEOID HEIGHT    -        -21.839 (meters)                     GEOID18
 NO0413  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 NO0413  HORZ ORDER      -  FIRST
 NO0413
 NO0413.The horizontal coordinates were established by classical geodetic methods
 NO0413.and adjusted by the National Geodetic Survey in August 1997.
 NO0413
 NO0413.The orthometric height was scaled from a topographic map.
 NO0413
 NO0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0413.GEOID18 height accuracy estimate available here.
 NO0413
 NO0413.Click photographs - Photos may exist for this station.
 NO0413
 NO0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0413
 NO0413. The following values were computed from the NAD 83(1995) position.
 NO0413
 NO0413;                    North         East     Units Scale Factor Converg.
 NO0413;SPC NE       -   254,861.501   463,287.725   MT  0.99971749   -0 17 39.6
 NO0413;SPC NE       -   836,158.11  1,519,969.81   sFT  0.99971749   -0 17 39.6
 NO0413;UTM  14      - 4,664,993.069   380,639.098   MT  0.99977530   -0 58 07.8
 NO0413
 NO0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0413!SPC NE       -   0.99986240  x   0.99971749  =   0.99957993
 NO0413!UTM  14      -   0.99986240  x   0.99977530  =   0.99963773
 NO0413
 NO0413:                Primary Azimuth Mark                     Grid Az
 NO0413:SPC NE       -  CHERRY SOUTH BASE                        259 59 24.7
 NO0413:UTM  14      -  CHERRY SOUTH BASE                        260 39 52.9
 NO0413
 NO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM8063964993(NAD 83)
 NO0413
 NO0413|---------------------------------------------------------------------|
 NO0413| PID    Reference Object                     Distance      Geod. Az  |
 NO0413|                                                           dddmmss.s |
 NO0413| CO3981 LOSH RM 2                            11.741 METERS 22201     |
 NO0413| NO0425 CHERRY SOUTH BASE                   APPROX. 7.9 KM 2594145.1 |
 NO0413| CO3979 LOSH AZ MK                                         3060931.7 |
 NO0413| CO3980 LOSH RM 1                            11.036 METERS 30822     |
 NO0413|---------------------------------------------------------------------|
 NO0413
 NO0413                          SUPERSEDED SURVEY CONTROL
 NO0413
 NO0413  NAD 83(1986)-  42 07 40.66754(N)    100 26 38.87787(W) AD(       ) 1
 NO0413  NAD 27      -  42 07 40.66600(N)    100 26 37.39900(W) AD(       ) 1
 NO0413
 NO0413.Superseded values are not recommended for survey control.
 NO0413
 NO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0413.See file dsdata.pdf to determine how the superseded data were derived.
 NO0413
 NO0413_MARKER: DS = TRIANGULATION STATION DISK
 NO0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0413_STAMPING: LOSH 1949
 NO0413_MARK LOGO: CGS
 NO0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0413+STABILITY: SURFACE MOTION
 NO0413
 NO0413  HISTORY     - Date     Condition        Report By
 NO0413  HISTORY     - 1949     MONUMENTED       CGS
 NO0413
 NO0413                          STATION DESCRIPTION
 NO0413
 NO0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0413'THE STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF THEDFORD AND
 NO0413'ABOUT 2.75 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINES
 NO0413'ON THE HIGHEST POINT OF THE MOST PROMINENT SAND HILL IN THE
 NO0413'VICINITY.  IT IS ABOUT 0.7 OF A MILE SOUTHEAST OF A GROUP OF
 NO0413'RANCH BUILDINGS AND 9.3 FEET EAST OF A WITNESS POST.  IT
 NO0413'PROJECTS 2 INCHES AND IS STAMPED LOSH 1949.
 NO0413'
 NO0413'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NO0413'ABOUT 3.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0413'2 INCHES AND IS STAMPED LOSH NO 1 1949.
 NO0413'
 NO0413'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0413'IT PROJECTS 2 INCHES AND IS STAMPED LOSH NO 2 1949.
 NO0413'
 NO0413'THE AZIMUTH MARK IS ABOUT 160.0 FEET SOUTH OF A WELL PUMP,
 NO0413'24.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, AND
 NO0413'15.0 FEET NORTH-NORTHWEST OF A FENCE CORNER, AND 2.2 FEET
 NO0413'NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 NO0413'LOSH 1949.
 NO0413'
 NO0413'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO
 NO0413'EAST ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT AND
 NO0413'GO NORTH ON MAIN STREET TO U.S. HIGHWAY NO. 83 AND STATE
 NO0413'ROUTE NO. 2, TURN RIGHT ON U.S. HIGHWAY NO. 83 AND STATE ROUTE
 NO0413'NO. 2 AND GO EAST FOR 1.75 MILES TO WHERE U.S. HIGHWAY NO. 83
 NO0413'TURNS LEFT, TURN LEFT ON U.S. HIGHWAY NO. 83 AND GO NORTH
 NO0413'FOR 11.5 MILES TO A T ROAD RIGHT AT SIGNS
 NO0413'LOUDEN-GROSS-LOSH-MORRIS-MAY-WIESE, TURN EAST ACROSS A CATTLE
 NO0413'GUARD AND GO EASTERLY ON MAIN TRAVELED ROAD FOR 2.15 MILES
 NO0413'TO A FORK, TAKE LEFT FORK AND GO 0.75 OF A MILE TO A RANCH
 NO0413'HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN
 NO0413'TRAVELED ROAD FOR 2.3 MILES TO THE LOSH RANCH ON THE RIGHT,
 NO0413'TURN RIGHT PASSING NORTH OF THE RANCH HOUSE AND GO EAST TO A
 NO0413'WIRE GATE JUST SOUTHEAST OF A WINDMILL, (AZIMUTH MARK IS
 NO0413'SOUTH OF THIS WINDMILL AS DESCRIBED), PASS THROUGH WIRE
 NO0413'GATE AND GO SOUTHEAST ABOUT 125 FEET TO ANOTHER WIRE GATE IN
 NO0413'AND EAST-WEST FENCE, PASS THROUGH THIS GATE AND FOLLOW A
 NO0413'TRACK ROAD SOUTHERLY FOR 0.4 OF A MILE, TURN LEFT OFF OF
 NO0413'TRACK ROAD AND GO SOUTHEASTERLY ACROSS PASTURE FOR 0.4 OF A
 NO0413'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0413'
 NO0413'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 4 FOOT SIGNAL AT STATION SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 100 FOOT SIGNAL AT STATION CHERRY N BASE IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 74 FOOT SIGNAL AT STATION GOOSE CREEK (USGS) IS VISIBLE AT
 NO0413'4 FEET.
 NO0413'
 NO0413'A 74 FOOT SIGNAL AT STATION PURDUM IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1907 ***********************************************************************
 MK1907  DESIGNATION -  LOST
 MK1907  PID         -  MK1907
 MK1907  STATE/COUNTY-  NE/PLATTE
 MK1907  COUNTRY     -  US
 MK1907  USGS QUAD   -  DUNCAN (2017)
 MK1907
 MK1907                         *CURRENT SURVEY CONTROL
 MK1907  ______________________________________________________________________
 MK1907* NAD 83(1995) POSITION- 41 29 38.35258(N) 097 29 03.48248(W)   ADJUSTED
 MK1907* NAVD 88 ORTHO HEIGHT -   477.8   (meters)     1568.    (feet) VERTCON
 MK1907  ______________________________________________________________________
 MK1907  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 MK1907  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 MK1907  HORZ ORDER      -  FIRST
 MK1907
 MK1907.The horizontal coordinates were established by classical geodetic methods
 MK1907.and adjusted by the National Geodetic Survey in August 1997.
 MK1907
 MK1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1907
 MK1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1907.GEOID18 height accuracy estimate available here.
 MK1907
 MK1907.Click photographs - Photos may exist for this station.
 MK1907
 MK1907.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1907
 MK1907. The following values were computed from the NAD 83(1995) position.
 MK1907
 MK1907;                    North         East     Units Scale Factor Converg.
 MK1907;SPC NE       -   187,429.414   709,969.337   MT  0.99965862   +1 40 01.7
 MK1907;SPC NE       -   614,924.67  2,329,291.07   sFT  0.99965862   +1 40 01.7
 MK1907;UTM  14      - 4,594,705.513   626,517.996   MT  0.99979699   +1 00 15.6
 MK1907
 MK1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1907!SPC NE       -   0.99992901  x   0.99965862  =   0.99958766
 MK1907!UTM  14      -   0.99992901  x   0.99979699  =   0.99972602
 MK1907
 MK1907:                Primary Azimuth Mark                     Grid Az
 MK1907:SPC NE       -  LOST AZ MK                               358 27 24.2
 MK1907:UTM  14      -  LOST AZ MK                               359 07 10.3
 MK1907
 MK1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2651794705(NAD 83)
 MK1907
 MK1907|---------------------------------------------------------------------|
 MK1907| PID    Reference Object                     Distance      Geod. Az  |
 MK1907|                                                           dddmmss.s |
 MK1907| CN9904 LOST AZ MK                                         0000725.9 |
 MK1907| CN9905 LOST RM 1                            24.225 METERS 01038     |
 MK1907| CN9906 LOST RM 2                            20.356 METERS 16731     |
 MK1907| MK1908 LOST RM A                            28.405 METERS 18008     |
 MK1907|---------------------------------------------------------------------|
 MK1907
 MK1907                          SUPERSEDED SURVEY CONTROL
 MK1907
 MK1907  NAD 83(1986)-  41 29 38.36196(N)    097 29 03.48663(W) AD(       ) 1
 MK1907  NAD 27      -  41 29 38.31910(N)    097 29 02.32664(W) AD(       ) 1
 MK1907  NGVD 29 (07/19/86)  477.6    (m)         1567.     (f) VERT ANG       
 MK1907
 MK1907.Superseded values are not recommended for survey control.
 MK1907
 MK1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1907.See file dsdata.pdf to determine how the superseded data were derived.
 MK1907
 MK1907_MARKER: DS = TRIANGULATION STATION DISK
 MK1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1907_STAMPING: LOST 1968
 MK1907_MARK LOGO: CGS
 MK1907_PROJECTION: RECESSED 38 CENTIMETERS
 MK1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1907+STABILITY: SURFACE MOTION
 MK1907
 MK1907  HISTORY     - Date     Condition        Report By
 MK1907  HISTORY     - 1968     MONUMENTED       CGS
 MK1907
 MK1907                          STATION DESCRIPTION
 MK1907
 MK1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1907'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF COLUMBUS, 6 MILES
 MK1907'EAST OF MONROE, AND 3 MILES SOUTH OF PLATTE CENTER.  IT IS ON
 MK1907'PROPERTY OWNED BY MR. ADOLPH LIEBIG.
 MK1907'
 MK1907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MK1907'81 IN COLUMBUS, GO NORTHWEST ON U.S. HIGHWAY 81 FOR 6.1 MILES
 MK1907'TO THE JUNCTION OF STATE HIGHWAY 22.  GO STRAIGHT AHEAD WEST ON
 MK1907'STATE HIGHWAY 22 FOR 0.95 TO A SIDE ROAD ON THE RIGHT.  TURN
 MK1907'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.35 MILES TO A CUT
 MK1907'BANK ON EACH SIDE OF THE ROAD AND THE STATION ON THE LEFT.  TO
 MK1907'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD NORTH
 MK1907'ON THE GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.  CONTINUE
 MK1907'AHEAD NORTH FOR 0.2 MILE TO A FARM ROAD ON THE LEFT AND THE
 MK1907'AZIMUTH MARK ON THE LEFT.
 MK1907'
 MK1907'THE STATION MARK IS A STANDARD DISK STAMPED LOST 1968, SET IN
 MK1907'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 15 INCHES
 MK1907'BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET WEST OF THE
 MK1907'CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 15 FEET WEST OF A
 MK1907'NORTH-SOUTH FENCE LINE, 14 FEET WEST OF A METAL WITNESS POST
 MK1907'WITH A SIGN ATTACHED, AND ABOUT 15 FEET HIGHER IN ELEVATION
 MK1907'THAN THE ROAD.
 MK1907'
 MK1907'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOST NO 1 1968,
 MK1907'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MK1907'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 79 FEET
 MK1907'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, 34 FEET
 MK1907'WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, AND ABOUT
 MK1907'THE SAME ELEVATION AS THE STATION.
 MK1907'
 MK1907'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOST NO 2 1968,
 MK1907'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MK1907'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65
 MK1907'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED, 34
 MK1907'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 29 FEET NORTH
 MK1907'OF A METAL WITNESS POST WITH A SIGN ATTACHED, 1 FOOT WEST OF
 MK1907'A NORTH-SOUTH FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE
 MK1907'STATION.
 MK1907'
 MK1907'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOST 1968, SET
 MK1907'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MK1907'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43
 MK1907'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD,
 MK1907'18 FEET SOUTH OF THE CENTER OF THE EAST-WEST FARM ROAD, 2 FEET
 MK1907'NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED, AND
 MK1907'2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MK1907'
 MK1907'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1830 ***********************************************************************
 NM1830  DESIGNATION -  LOST CREEK
 NM1830  PID         -  NM1830
 NM1830  STATE/COUNTY-  NE/KNOX
 NM1830  COUNTRY     -  US
 NM1830  USGS QUAD   -  SPRINGFIELD (2017)
 NM1830
 NM1830                         *CURRENT SURVEY CONTROL
 NM1830  ______________________________________________________________________
 NM1830* NAD 83(1995) POSITION- 42 46 58.90275(N) 097 54 03.94135(W)   ADJUSTED
 NM1830* NAVD 88 ORTHO HEIGHT -   491.6   (meters)     1613.    (feet) VERTCON
 NM1830  ______________________________________________________________________
 NM1830  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 NM1830  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 NM1830  HORZ ORDER      -  SECOND
 NM1830
 NM1830.The horizontal coordinates were established by classical geodetic methods
 NM1830.and adjusted by the National Geodetic Survey in August 1997.
 NM1830
 NM1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1830
 NM1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1830.GEOID18 height accuracy estimate available here.
 NM1830
 NM1830.Click photographs - Photos may exist for this station.
 NM1830
 NM1830.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1830
 NM1830. The following values were computed from the NAD 83(1995) position.
 NM1830
 NM1830;                    North         East     Units Scale Factor Converg.
 NM1830;SPC NE       -   329,603.305   671,715.011   MT  0.99990773   +1 23 27.4
 NM1830;SPC NE       - 1,081,373.51  2,203,785.00   sFT  0.99990773   +1 23 27.4
 NM1830;SPC SD S     -    52,871.939   798,997.489   MT  1.00001229   +1 40 40.4
 NM1830;SPC SD S     -   173,464.02  2,621,377.60   sFT  1.00001229   +1 40 40.4
 NM1830;UTM  14      - 4,737,306.454   589,884.903   MT  0.99969940   +0 44 47.2
 NM1830
 NM1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1830!SPC NE       -   0.99992696  x   0.99990773  =   0.99983470
 NM1830!SPC SD S     -   0.99992696  x   1.00001229  =   0.99993925
 NM1830!UTM  14      -   0.99992696  x   0.99969940  =   0.99962638
 NM1830
 NM1830:                Primary Azimuth Mark                     Grid Az
 NM1830:SPC NE       -  SPRINGFIELD ST MARYS SCH TANK            002 20 07.4
 NM1830:SPC SD S     -  SPRINGFIELD ST MARYS SCH TANK            002 02 54.4
 NM1830:UTM  14      -  SPRINGFIELD ST MARYS SCH TANK            002 58 47.6
 NM1830
 NM1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8988437306(NAD 83)
 NM1830
 NM1830|---------------------------------------------------------------------|
 NM1830| PID    Reference Object                     Distance      Geod. Az  |
 NM1830|                                                           dddmmss.s |
 NM1830| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX. 8.0 KM 0033336.3 |
 NM1830| NM1901 SPRINGFIELD ST MARYS SCH TANK       APPROX. 7.5 KM 0034334.8 |
 NM1830| CO3983 LOST CREEK RM 1                      20.288 METERS 06452     |
 NM1830| CO3984 LOST CREEK RM 2                      24.423 METERS 15637     |
 NM1830| CO3982 LOST CREEK AZ MK                                   1811306.0 |
 NM1830|---------------------------------------------------------------------|
 NM1830
 NM1830                          SUPERSEDED SURVEY CONTROL
 NM1830
 NM1830  NAD 83(1986)-  42 46 58.91203(N)    097 54 03.93897(W) AD(       ) 2
 NM1830  NAD 27      -  42 46 58.91000(N)    097 54 02.69400(W) AD(       ) 2
 NM1830  MORC        -  42 46 56.68000(N)    097 54 03.94000(W) AD(       ) 3
 NM1830  USSD        -  42 46 59.07800(N)    097 54 02.98200(W) AD(       ) 3
 NM1830  NGVD 29 (07/19/86)  491.4    (m)         1612.     (f) VERT ANG       
 NM1830
 NM1830.Superseded values are not recommended for survey control.
 NM1830
 NM1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1830.See file dsdata.pdf to determine how the superseded data were derived.
 NM1830
 NM1830_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NM1830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1830_MARK LOGO: MORC
 NM1830_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1830
 NM1830  HISTORY     - Date     Condition        Report By
 NM1830  HISTORY     - 1889     MONUMENTED       MORC
 NM1830  HISTORY     - 1901     SEE DESCRIPTION  CGS
 NM1830  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NM1830  HISTORY     - 1935     GOOD             CGS
 NM1830  HISTORY     - 1948     GOOD             CGS
 NM1830
 NM1830                          STATION DESCRIPTION
 NM1830
 NM1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1830'ON THE RIGHT BANK OF THE MISSOURI RIVER, 1 MILE BACK FROM
 NM1830'A POINT 1-1/4 MILES BELOW THE MOUTH OF LOST CREEK.  THE LAND
 NM1830'IS THE HIGHEST IN THE IMMEDIATE VICINITY.  MARKED WITH THE
 NM1830'REGULAR STATION MARK OF THE MISSOURI RIVER COMMISSION, THE
 NM1830'UNDERGROUND MARK BEING A BLOCK OF STONE 18 INCHES SQUARE
 NM1830'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, AND HAVING A
 NM1830'SMALL DRILLED HOLE IN IT.  THE SURFACE MARK IS AN IRON PIPE
 NM1830'WITH A CAST-IRON CAP HAVING A RAISED TRIANGLE ON IT WITH
 NM1830'A SMALL DRILLED HOLE IN ITS CENTER.  THE CAP IS LETTERED U.S.
 NM1830'MISSOURI RIVER COMMISSION.
 NM1830
 NM1830                          STATION RECOVERY (1935)
 NM1830
 NM1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1830'STATION WAS RECOVERED MAY 2, 1935, AND FOUND TO BE IN GOOD
 NM1830'CONDITION, EXCEPT THAT THE CAP ON TOP OF THE PIPE IS LOOSE, AND
 NM1830'CAN BE LIFTED OFF.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM1830'ABOUT 6 MILES EAST AND 2 MILES NORTH OF NIOBRARA IN SEC.
 NM1830'4, T. 32 N., R. 5 W., ON LAND OWNED BY EMIL NELSON WHO LIVES
 NM1830'ABOUT 0.3 MILE SOUTH-SOUTHWEST OF STATION, AT THE NORTH END OF
 NM1830'THE HIGHEST PART OF A HIGH HILL FROM WHICH THE GROUND
 NM1830'DESCENDS WESTWARD TOWARD THE MISSOURI RIVER, 62 FEET WEST
 NM1830'OF A NORTH-SOUTH FENCE, AND 27 FEET SOUTH OF A
 NM1830'CROSS-FENCE.
 NM1830'
 NM1830'TO REACH FROM NIOBRARA, GO EAST FOR ABOUT 5 MILES ON STATE
 NM1830'HIGHWAY 12 TO A POINT WHERE ROAD TO SANTEE LEAVES THE HIGHWAY,
 NM1830'THEN NORTH AND EAST ON SANTEE ROAD FOR ABOUT 3-1/4 MILES TO
 NM1830'GATE OPPOSITE THE NELSON MAIL BOX, PASS THROUGH GATE AND
 NM1830'GO NORTH NEARLY 1 MILE TO TOP OF BLUFF OVERLOOKING MISSOURI
 NM1830'RIVER.  STATION IS AT TOP OF HILL TO RIGHT.  THE ENTRANCE
 NM1830'TO THE NELSON PLACE IS ABOUT 0.4 MILE NORTHEAST OF A WHITE
 NM1830'SCHOOLHOUSE AND 1-1/2 MILES NORTHEAST OF THE BRIDGE OVER
 NM1830'LOST CREEK.
 NM1830
 NM1830                          STATION RECOVERY (1935)
 NM1830
 NM1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NM1830'SURFACE MARK IS A MISSOURI RIVER COMMISSION STANDARD STATION
 NM1830'MARK IN A PIPE ABOUT 5 INCHES IN DIAMETER, PROJECTING ABOUT
 NM1830'5 INCHES ABOVE THE GROUND.  STATION RECOVERED AND FOUND IN
 NM1830'GOOD CONDITION, AS DESCRIBED.  NO ADDITIONAL MARKS WERE SET
 NM1830'FOR THIS STATION, AS IT IS FREQUENTLY USED BY ENGINEERS
 NM1830'OF THE MISSOURI RIVER COMMISSION AND PROTECTED BY THEM.
 NM1830
 NM1830                          STATION RECOVERY (1948)
 NM1830
 NM1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1830'STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF NIOBRARA
 NM1830'AND 1 MILE SOUTH OF THE MISSOURI RIVER ON A PROMINENT KNOB
 NM1830'NEAR AN OLD GRAVEL PIT.  STATION IS 4 FEET EAST NORTHEAST
 NM1830'OF WITNESS POST.  STATION IS A MISSOURI RIVER COMMISSION
 NM1830'MARK, WHICH IS A 4 INCH PIPE WITH CAP SURROUNDED BY CONCRETE AND
 NM1830'PROJECTS ABOUT 6 INCHES.
 NM1830'
 NM1830'REFERENCE MARK NO. 1 IS 66.56 FEET (SLOPE MEASUREMENT) NORTHEAST
 NM1830'OF STATION AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS
 NM1830'ABOUT 4 INCHES AND THE DISK IS STAMPED LOST CREEK MRC NO 1 1948.
 NM1830'
 NM1830'REFERENCE MARK NO. 2 IS 80.13 FEET SOUTHEAST OF STATION AND 31
 NM1830'FEET WEST SOUTHWEST OF FENCE.  THE MARK PROJECTS ABOUT 4
 NM1830'INCHES AND THE DISK IS STAMPED LOST CREEK MRC NO 2 1948.
 NM1830'
 NM1830'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF STATION, 15
 NM1830'FEET WEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD, 6 FEET
 NM1830'WEST OF GATE POST, 2.6 FEET EAST OF WITNESS POST AND 1 FOOT
 NM1830'NORTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 NM1830'STAMPED LOST CREEK MRC 1948.
 NM1830'
 NM1830'TO REACH FROM POST OFFICE IN NIOBRARA GO EAST ON STATE HIGHWAY
 NM1830'12 FOR 5.2 MILES TO CROSS ROADS.  TURN LEFT AND GO NORTHEASTERLY
 NM1830'ON ROAD TOWARD VILLAGE OF SANTEE FOR 2.8 MILES TO SCHOOLHOUSE
 NM1830'ON LEFT.  CONTINUE 0.45 MILE TO A TRACK ROAD LEFT UP DRAW
 NM1830'JUST AFTER CROSSING SMALL WOODEN BRIDGE.  FOLLOW TRACK ROAD
 NM1830'NORTHERLY FOR 0.5 MILE TO GATE AND AZIMUTH ON LEFT AS DESCRIBED.
 NM1830'CONTINUE ON TRACK ROAD 0.4 MILE TO TOP OF DIVIDE AND WIRE
 NM1830'GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND GO SOUTHEASTERLY
 NM1830'ALONG EDGE OF FIELD FOR 0.15 MILE TO STATION AS DESCRIBED.
 NM1830'
 NM1830'A 4 FOOT SIGNAL AT STATION SANTEE 1901 IS VISIBLE FROM THE
 NM1830'GROUND.
 NM1830'
 NM1830'A 4 FOOT SIGNAL AT STATION FIELD IS VISIBLE FROM THE GROUND.
 NM1830'
 NM1830'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1908 ***********************************************************************
 MK1908  DESIGNATION -  LOST RM A
 MK1908  PID         -  MK1908
 MK1908  STATE/COUNTY-  NE/PLATTE
 MK1908  COUNTRY     -  US
 MK1908  USGS QUAD   -  DUNCAN (2017)
 MK1908
 MK1908                         *CURRENT SURVEY CONTROL
 MK1908  ______________________________________________________________________
 MK1908* NAD 83(1995) POSITION- 41 29 37.43190(N) 097 29 03.48550(W)   ADJUSTED
 MK1908* NAVD 88 ORTHO HEIGHT -   477.3   (meters)     1566.    (feet) VERTCON
 MK1908  ______________________________________________________________________
 MK1908  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 MK1908  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 MK1908  HORZ ORDER      -  FIRST
 MK1908
 MK1908.The horizontal coordinates were established by classical geodetic methods
 MK1908.and adjusted by the National Geodetic Survey in August 1997.
 MK1908
 MK1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1908
 MK1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1908.GEOID18 height accuracy estimate available here.
 MK1908
 MK1908.Click photographs - Photos may exist for this station.
 MK1908
 MK1908.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1908
 MK1908. The following values were computed from the NAD 83(1995) position.
 MK1908
 MK1908;                    North         East     Units Scale Factor Converg.
 MK1908;SPC NE       -   187,401.029   709,970.093   MT  0.99965862   +1 40 01.7
 MK1908;SPC NE       -   614,831.54  2,329,293.55   sFT  0.99965862   +1 40 01.7
 MK1908;UTM  14      - 4,594,677.118   626,518.424   MT  0.99979699   +1 00 15.6
 MK1908
 MK1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1908!SPC NE       -   0.99992909  x   0.99965862  =   0.99958773
 MK1908!UTM  14      -   0.99992909  x   0.99979699  =   0.99972609
 MK1908
 MK1908:                Primary Azimuth Mark                     Grid Az
 MK1908:SPC NE       -  MONROE RM 3                              278 05 05.6
 MK1908:UTM  14      -  MONROE RM 3                              278 44 51.7
 MK1908
 MK1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2651894677(NAD 83)
 MK1908
 MK1908|---------------------------------------------------------------------|
 MK1908| PID    Reference Object                     Distance      Geod. Az  |
 MK1908|                                                           dddmmss.s |
 MK1908| MK1907 LOST                                 28.405 METERS 00008     |
 MK1908| MK1947 MONROE RM 3                         APPROX.11.8 KM 2794507.3 |
 MK1908|---------------------------------------------------------------------|
 MK1908
 MK1908                          SUPERSEDED SURVEY CONTROL
 MK1908
 MK1908  NAD 83(1986)-  41 29 37.44124(N)    097 29 03.48965(W) AD(       ) 1
 MK1908  NAD 27      -  41 29 37.39840(N)    097 29 02.32965(W) AD(       ) 1
 MK1908  NGVD 29 (07/19/86)  477.1    (m)         1565.     (f) VERT ANG       
 MK1908
 MK1908.Superseded values are not recommended for survey control.
 MK1908
 MK1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1908.See file dsdata.pdf to determine how the superseded data were derived.
 MK1908
 MK1908_MARKER: DS = TRIANGULATION STATION DISK
 MK1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1908_STAMPING: LOST RM A 1968
 MK1908_MARK LOGO: CGS
 MK1908_PROJECTION: RECESSED 36 CENTIMETERS
 MK1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1908+STABILITY: SURFACE MOTION
 MK1908
 MK1908  HISTORY     - Date     Condition        Report By
 MK1908  HISTORY     - 1968     MONUMENTED       CGS
 MK1908
 MK1908                          STATION DESCRIPTION
 MK1908
 MK1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1908'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF COLUMBUS, 6 MILES
 MK1908'EAST OF MONROE, AND 3 MILES SOUTH OF PLATTE CENTER.  IT IS ON
 MK1908'THE PROPERTY OWNED BY MR. ADOLPH LIEBIG.
 MK1908'
 MK1908'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 MK1908'LOST RM A 1968, CEMENTED IN THE TOP OF AN IRREGULAR MASS OF
 MK1908'CONCRETE THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 16
 MK1908'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MK1908'
 MK1908'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MK1908'LOST 1968.  THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION
 MK1908'ARE NOTED BELOW.
 MK1908'
 MK1908'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR LOST 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1994 ***********************************************************************
 MK1994  DESIGNATION -  LOUISVILLE ASHEVILLE CEM STK
 MK1994  PID         -  MK1994
 MK1994  STATE/COUNTY-  NE/CASS
 MK1994  COUNTRY     -  US
 MK1994  USGS QUAD   -  SPRINGFIELD (2017)
 MK1994
 MK1994                         *CURRENT SURVEY CONTROL
 MK1994  ______________________________________________________________________
 MK1994* NAD 83(1995) POSITION- 41 00 24.52847(N) 096 09 15.87402(W)   ADJUSTED
 MK1994  ______________________________________________________________________
 MK1994  GEOID HEIGHT    -        -26.511 (meters)                     GEOID18
 MK1994  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 MK1994  HORZ ORDER      -  THIRD
 MK1994
 MK1994.The horizontal coordinates were established by classical geodetic methods
 MK1994.and adjusted by the National Geodetic Survey in August 1997.
 MK1994
 MK1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1994.GEOID18 height accuracy estimate available here.
 MK1994
 MK1994.Click photographs - Photos may exist for this station.
 MK1994
 MK1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1994
 MK1994. The following values were computed from the NAD 83(1995) position.
 MK1994
 MK1994;                    North         East     Units Scale Factor Converg.
 MK1994;SPC NE       -   137,478.821   823,311.263   MT  0.99969628   +2 32 54.5
 MK1994;SPC NE       -   451,045.10  2,701,147.04   sFT  0.99969628   +2 32 54.5
 MK1994;UTM  14      - 4,543,414.379   739,307.726   MT  1.00030490   +1 52 04.9
 MK1994
 MK1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3930743414(NAD 83)
 MK1994
 MK1994                          SUPERSEDED SURVEY CONTROL
 MK1994
 MK1994  NAD 83(1986)-  41 00 24.53416(N)    096 09 15.87378(W) AD(       ) 3
 MK1994  NAD 27      -  41 00 24.55278(N)    096 09 14.77653(W) AD(       ) 3
 MK1994
 MK1994.Superseded values are not recommended for survey control.
 MK1994
 MK1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1994.See file dsdata.pdf to determine how the superseded data were derived.
 MK1994
 MK1994_MARKER: 63 = STACK
 MK1994
 MK1994  HISTORY     - Date     Condition        Report By
 MK1994  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1994
 MK1994                          STATION DESCRIPTION
 MK1994
 MK1994'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1068 ***********************************************************************
 ML1068  DESIGNATION -  LOUP
 ML1068  PID         -  ML1068
 ML1068  STATE/COUNTY-  NE/NANCE
 ML1068  COUNTRY     -  US
 ML1068  USGS QUAD   -  BELGRADE SW (2017)
 ML1068
 ML1068                         *CURRENT SURVEY CONTROL
 ML1068  ______________________________________________________________________
 ML1068* NAD 83(1995) POSITION- 41 18 45.64700(N) 098 12 12.22974(W)   ADJUSTED
 ML1068* NAVD 88 ORTHO HEIGHT -   595.    (meters)     1952.    (feet) SCALED
 ML1068  ______________________________________________________________________
 ML1068  GEOID HEIGHT    -        -24.750 (meters)                     GEOID18
 ML1068  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 ML1068  HORZ ORDER      -  THIRD
 ML1068
 ML1068.The horizontal coordinates were established by classical geodetic methods
 ML1068.and adjusted by the National Geodetic Survey in August 1997.
 ML1068
 ML1068.The orthometric height was scaled from a topographic map.
 ML1068
 ML1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1068.GEOID18 height accuracy estimate available here.
 ML1068
 ML1068.Click photographs - Photos may exist for this station.
 ML1068
 ML1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1068
 ML1068. The following values were computed from the NAD 83(1995) position.
 ML1068
 ML1068;                    North         East     Units Scale Factor Converg.
 ML1068;SPC NE       -   165,807.492   650,379.580   MT  0.99966425   +1 11 26.2
 ML1068;SPC NE       -   543,986.75  2,133,787.01   sFT  0.99966425   +1 11 26.2
 ML1068;UTM  14      - 4,573,774.437   566,678.191   MT  0.99965472   +0 31 33.3
 ML1068
 ML1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1068!SPC NE       -   0.99991053  x   0.99966425  =   0.99957481
 ML1068!UTM  14      -   0.99991053  x   0.99965472  =   0.99956528
 ML1068
 ML1068:                Primary Azimuth Mark                     Grid Az
 ML1068:SPC NE       -  LOUP AZ MK                               356 52 21.5
 ML1068:UTM  14      -  LOUP AZ MK                               357 32 14.4
 ML1068
 ML1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6667873774(NAD 83)
 ML1068
 ML1068|---------------------------------------------------------------------|
 ML1068| PID    Reference Object                     Distance      Geod. Az  |
 ML1068|                                                           dddmmss.s |
 ML1068| CN9908 LOUP RM 1                            13.530 METERS 00419     |
 ML1068| ML1078 PALMER MUNICIPAL TANK               APPROX.10.7 KM 2030054.3 |
 ML1068| CN9909 LOUP RM 2                            18.405 METERS 26442     |
 ML1068| CN9907 LOUP AZ MK                                         3580347.7 |
 ML1068|---------------------------------------------------------------------|
 ML1068
 ML1068                          SUPERSEDED SURVEY CONTROL
 ML1068
 ML1068  NAD 83(1986)-  41 18 45.65272(N)    098 12 12.23270(W) AD(       ) 3
 ML1068  NAD 27      -  41 18 45.59700(N)    098 12 10.99100(W) AD(       ) 3
 ML1068
 ML1068.Superseded values are not recommended for survey control.
 ML1068
 ML1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1068.See file dsdata.pdf to determine how the superseded data were derived.
 ML1068
 ML1068_MARKER: DS = TRIANGULATION STATION DISK
 ML1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1068
 ML1068  HISTORY     - Date     Condition        Report By
 ML1068  HISTORY     - 1950     MONUMENTED       CGS
 ML1068
 ML1068                          STATION DESCRIPTION
 ML1068
 ML1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1068'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF PALMER
 ML1068'AND ABOUT 13 MILES SOUTHWEST OF FULLERTON.  IT IS 23 FEET
 ML1068'EAST OF THE CENTERLINE OF TRACKROAD, 6 FEET SOUTHWEST OF GATE
 ML1068'POST, 5 FEET WEST OF FENCELINE AND 4 FEET SOUTHWEST OF WHITE
 ML1068'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ML1068'IS STAMPED LOUP 1950.
 ML1068'
 ML1068'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCELINE AND 33 FEET
 ML1068'EAST OF CENTERLINE OF TRACKROAD.  THE MARK PROJECTS ABOUT 5
 ML1068'INCHES AND THE DISK IS STAMPED LOUP NO 1 1950.
 ML1068'
 ML1068'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCELINE, 36 FEET
 ML1068'WEST OF THE CENTERLINE TRACKROAD, THE MARK PROJECTS ABOUT
 ML1068'4 INCHES AND THE DISK IS STAMPED LOUP NO 2 1950.
 ML1068'
 ML1068'AZIMUTH MARK IS 1 FOOT EAST OF THE FENCELINE, 5 FEET SOUTH OF
 ML1068'WHITE WITNESS POST, 31 FEET WEST OF THE CENTERLINE OF TRACKROAD
 ML1068'AND PROJECTS ABOUT 4 INCHES.  THE DISK IS STAMPED LOUP 1950.
 ML1068'
 ML1068'TO REACH THE STATION FROM POST OFFICE IN PALMER, GO EAST ON
 ML1068'GRAVEL STREET FOR 0.3 TO T ROAD, TURN LEFT (NORTH) ON GRAVEL
 ML1068'ROAD FOR 4.3 MILES TO CROSSROADS AND SIGN ON LEFT (PALMER 4 1/2),
 ML1068'TURN RIGHT (EAST) 2.35 MILE TO CROSSROADS, CHURCH AND SCHOOL
 ML1068'HOUSE IN SOUTHEAST CORNER, CONTINUE EAST FOR 0.5 MILES TO SIDE
 ML1068'ROAD ON LEFT, TURN LEFT (NORTH) CROSSING A SMALL WOODEN BRIDGE,
 ML1068'CONTINUE NORTH 0.5 MILES TO FARM HOUSE ON LEFT, CONTINUE ON
 ML1068'TRACKROAD FOR 0.8 MILES TO STATION ON RIGHT (EAST) SIDE OF
 ML1068'TRACKROAD AS DESCRIBED.
 ML1068'
 ML1068'TO REACH AZIMUTH MARK FROM STATION, GO NORTH FOR .25 MILE TO MARK
 ML1068'ON WEST SIDE OF TRACKROAD.
 ML1068'
 ML1068'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0753 ***********************************************************************
 NN0753  DESIGNATION -  LOUP
 NN0753  PID         -  NN0753
 NN0753  STATE/COUNTY-  NE/LOUP
 NN0753  COUNTRY     -  US
 NN0753  USGS QUAD   -  STONEHOUSE RANCH SW (2017)
 NN0753
 NN0753                         *CURRENT SURVEY CONTROL
 NN0753  ______________________________________________________________________
 NN0753* NAD 83(1995) POSITION- 42 03 27.89443(N) 099 25 10.42568(W)   ADJUSTED
 NN0753* NAVD 88 ORTHO HEIGHT -   735.    (meters)     2411.    (feet) SCALED
 NN0753  ______________________________________________________________________
 NN0753  GEOID HEIGHT    -        -22.908 (meters)                     GEOID18
 NN0753  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 NN0753  HORZ ORDER      -  FIRST
 NN0753
 NN0753.The horizontal coordinates were established by classical geodetic methods
 NN0753.and adjusted by the National Geodetic Survey in August 1997.
 NN0753
 NN0753.The orthometric height was scaled from a topographic map.
 NN0753
 NN0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0753.GEOID18 height accuracy estimate available here.
 NN0753
 NN0753.Click photographs - Photos may exist for this station.
 NN0753
 NN0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0753
 NN0753. The following values were computed from the NAD 83(1995) position.
 NN0753
 NN0753;                    North         East     Units Scale Factor Converg.
 NN0753;SPC NE       -   247,131.641   548,031.630   MT  0.99970493   +0 23 04.8
 NN0753;SPC NE       -   810,797.73  1,798,000.44   sFT  0.99970493   +0 23 04.8
 NN0753;UTM  14      - 4,656,273.149   465,284.218   MT  0.99961483   -0 16 51.8
 NN0753
 NN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0753!SPC NE       -   0.99988829  x   0.99970493  =   0.99959325
 NN0753!UTM  14      -   0.99988829  x   0.99961483  =   0.99950316
 NN0753
 NN0753:                Primary Azimuth Mark                     Grid Az
 NN0753:SPC NE       -  OVITT                                    269 42 41.7
 NN0753:UTM  14      -  OVITT                                    270 22 38.3
 NN0753
 NN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6528456273(NAD 83)
 NN0753
 NN0753|---------------------------------------------------------------------|
 NN0753| PID    Reference Object                     Distance      Geod. Az  |
 NN0753|                                                           dddmmss.s |
 NN0753| AH9049 LOUP RM 1                             6.437 METERS 05958     |
 NN0753| NN0766 OVITT                               APPROX.14.0 KM 2700546.5 |
 NN0753| CO3985 LOUP AZ MK                                         2815517.2 |
 NN0753| AH9050 LOUP RM 2                             8.727 METERS 28204     |
 NN0753|---------------------------------------------------------------------|
 NN0753
 NN0753                          SUPERSEDED SURVEY CONTROL
 NN0753
 NN0753  NAD 83(1986)-  42 03 27.89899(N)    099 25 10.43785(W) AD(       ) 1
 NN0753  NAD 27      -  42 03 27.88900(N)    099 25 09.03300(W) AD(       ) 1
 NN0753
 NN0753.Superseded values are not recommended for survey control.
 NN0753
 NN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0753.See file dsdata.pdf to determine how the superseded data were derived.
 NN0753
 NN0753_MARKER: DS = TRIANGULATION STATION DISK
 NN0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0753_STAMPING: LOUP 1949
 NN0753_MARK LOGO: CGS
 NN0753_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0753
 NN0753  HISTORY     - Date     Condition        Report By
 NN0753  HISTORY     - 1949     MONUMENTED       CGS
 NN0753
 NN0753                          STATION DESCRIPTION
 NN0753
 NN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0753'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NN0753'ABOUT 21.0 MILES NORTH-NORTHEAST OF TAYLOR, 8.5 MILES
 NN0753'SOUTH-SOUTHEAST OF ROSE POST OFFICE, AND ABOUT 2.75 MILES EAST OF
 NN0753'U.S. HIGHWAY NO. 183.  IT IS ON THE HIGHEST SAND HILL IN THE
 NN0753'VICINITY.  THE STATION IS A STANDARD DISK CEMENTED IN THE
 NN0753'TOP OF A FOUR INCH CAST IRON PIPE THAT PROJECTS 10 INCHES
 NN0753'AND IS STAMPED, LOUP 1949.
 NN0753'
 NN0753'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK CEMENTED IN
 NN0753'THE TOP OF A FOUR INCH CAST IRON PIPE THAT PROJECTS 5 INCHES.
 NN0753'IT IS ON THE EAST SLOPE OF THE HILL AND IS ABOUT 4.5 FEET BELOW
 NN0753'THE ELEVATION OF THE STATION.  IT IS STAMPED, LOUP NO 1 1949.
 NN0753'
 NN0753'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK CEMENTED IN THE
 NN0753'TOP OF A FOUR INCH CAST IRON PIPE THAT PROJECTS 12 INCHES.  IT
 NN0753'IS ON THE WEST SLOPE OF THE HILL AND IS ABOUT 1.8 FOOT BELOW
 NN0753'THE ELEVATION OF THE STATION.  IT IS STAMPED, LOUP NO 2 1949.
 NN0753'
 NN0753'AZIMUTH MARK IS ON THE CREST OF A SMALL RIDGE ABOUT 0.5 MILE
 NN0753'WEST-NORTHWEST OF THE STATION.  IT IS ABOUT 150 FEET EAST OF A
 NN0753'FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST, AND 0.8 FOOT
 NN0753'SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED, LOUP
 NN0753'1949.
 NN0753'
 NN0753'TO REACH THE STATION FROM THE POST OFFICE IN TAYLOR, GO NORTH
 NN0753'ON U.S. HIGHWAY NO. 183 FOR 22.05 MILES TO A T-ROAD LEFT AND
 NN0753'A WHITE HOUSE ON THE RIGHT, CONTINUE NORTHERLY ON HIGHWAY FOR
 NN0753'2.15 MILES TO A WIRE GATE ON THE RIGHT AND A FENCE CORNER ON
 NN0753'THE LEFT, TURN RIGHT OFF HIGHWAY THROUGH WIRE GATE AND FOLLOW
 NN0753'SAND ROAD EAST FOR 0.95 MILE TO A WIRE GATE ON THE RIGHT,
 NN0753'GO THROUGH GATE AND CONTINUE EASTERLY ALONG THE SOUTH SIDE OF
 NN0753'WIRE FENCE FOR 0.2 MILE TO A WIRE GATE AND CATTLE GUARD,
 NN0753'CONTINUE EASTERLY UP VALLEY ON MAIN TRACK ROAD FOR 0.5 MILE
 NN0753'TO A WIRE GATE, CONTINUE EASTERLY 0.5 MILE TO ANOTHER WIRE
 NN0753'GATE, GO THROUGH GATE AND CONTINUE EAST FOR 0.5 MILE TO A
 NN0753'WINDMILL ON THE RIGHT, CONTINUE EAST FOR 0.2 MILE TO THE
 NN0753'TOP OF FIRST RIDGE, TURN LEFT AND CROSS FIRST RIDGE TO
 NN0753'NORTH, TURN LEFT AND GO WEST UP VALLEY FOR ABOUT 0.3 MILE TO
 NN0753'INTERSECTION WITH COW TRAILS LEADING NORTH AND SOUTH.  TURN
 NN0753'RIGHT AND GO NORTH ACROSS A RIDGE, THROUGH A VALLEY AND ON TO
 NN0753'THE TOP OF THE SECOND RIDGE TO A WIRE FENCE CORNER, TURN RIGHT
 NN0753'AND GO EAST ALONG FENCE FOR 150 FEET TO THE AZIMUTH MARK,
 NN0753'FROM HERE FOLLOW ALONG TOP OF A LONG RIDGE LEADING
 NN0753'EAST-SOUTHEAST FOR 0.45 MILE TO THE BASE OF THE SAND HILL THE
 NN0753'STATION IS ON.
 NN0753'
 NN0753'A 4 FOOT SIGNAL AT OVITT 1934, ROSE HILL, AND GRANT ARE VISIBLE
 NN0753'AT 4 FEET.
 NN0753'
 NN0753'A 74 FOOT SIGNAL AT DUFF 1934 IS VISIBLE AT 4 FEET.
 NN0753'
 NN0753'A 47 FOOT SIGNAL AT JOSIE IS VISIBLE AT 4 FEET.
 NN0753'
 NN0753'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0476 ***********************************************************************
 NO0476  DESIGNATION -  LOUP
 NO0476  PID         -  NO0476
 NO0476  STATE/COUNTY-  NE/CHERRY
 NO0476  COUNTRY     -  US
 NO0476  USGS QUAD   -  ROSEBUD VALLEY (2017)
 NO0476
 NO0476                         *CURRENT SURVEY CONTROL
 NO0476  ______________________________________________________________________
 NO0476* NAD 83(1995) POSITION- 42 25 40.40507(N) 101 20 07.40594(W)   ADJUSTED
 NO0476* NAVD 88 ORTHO HEIGHT -  1024.    (meters)     3360.    (feet) SCALED
 NO0476  ______________________________________________________________________
 NO0476  GEOID HEIGHT    -        -19.821 (meters)                     GEOID18
 NO0476  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 NO0476  HORZ ORDER      -  SECOND
 NO0476
 NO0476.The horizontal coordinates were established by classical geodetic methods
 NO0476.and adjusted by the National Geodetic Survey in August 1997.
 NO0476
 NO0476.The orthometric height was scaled from a topographic map.
 NO0476
 NO0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0476.GEOID18 height accuracy estimate available here.
 NO0476
 NO0476.Click photographs - Photos may exist for this station.
 NO0476
 NO0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0476
 NO0476. The following values were computed from the NAD 83(1995) position.
 NO0476
 NO0476;                    North         East     Units Scale Factor Converg.
 NO0476;SPC NE       -   288,922.946   390,133.823   MT  0.99978818   -0 53 05.9
 NO0476;SPC NE       -   947,908.03  1,279,964.05   sFT  0.99978818   -0 53 05.9
 NO0476;UTM  14      - 4,699,928.467   307,884.792   MT  1.00005413   -1 34 33.9
 NO0476
 NO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0476!SPC NE       -   0.99984248  x   0.99978818  =   0.99963069
 NO0476!UTM  14      -   0.99984248  x   1.00005413  =   0.99989660
 NO0476
 NO0476:                Primary Azimuth Mark                     Grid Az
 NO0476:SPC NE       -  LOUP AZ MK                               229 09 31.5
 NO0476:UTM  14      -  LOUP AZ MK                               229 50 59.5
 NO0476
 NO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM0788499928(NAD 83)
 NO0476
 NO0476|---------------------------------------------------------------------|
 NO0476| PID    Reference Object                     Distance      Geod. Az  |
 NO0476|                                                           dddmmss.s |
 NO0476| CP9883 LOUP RM 1                                          05423     |
 NO0476| CP9884 LOUP RM 2                                          14306     |
 NO0476| CP9882 LOUP AZ MK                                         2281625.6 |
 NO0476|---------------------------------------------------------------------|
 NO0476
 NO0476                          SUPERSEDED SURVEY CONTROL
 NO0476
 NO0476  NAD 83(1986)-  42 25 40.40260(N)    101 20 07.41189(W) AD(       ) 2
 NO0476  NAD 27      -  42 25 40.44400(N)    101 20 05.83600(W) AD(       ) 2
 NO0476
 NO0476.Superseded values are not recommended for survey control.
 NO0476
 NO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0476.See file dsdata.pdf to determine how the superseded data were derived.
 NO0476
 NO0476_MARKER: DS = TRIANGULATION STATION DISK
 NO0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0476_STAMPING: LOUP 1946
 NO0476_MARK LOGO: CGS
 NO0476_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0476
 NO0476  HISTORY     - Date     Condition        Report By
 NO0476  HISTORY     - 1946     MONUMENTED       CGS
 NO0476  HISTORY     - 1949     GOOD             CGS
 NO0476
 NO0476                          STATION DESCRIPTION
 NO0476
 NO0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0476'THE STATION IS NEAR THE CENTER OF A LARGE ROUNDED-TOP SAND HILL
 NO0476'ABOUT 31 MILES, AIR LINE, NORTH-NORTHWEST OF MULLEN, 3 MILES
 NO0476'NORTH OF THE OLD PALMER POST OFFICE, AND 0.5 MILE NORTH OF THE
 NO0476'NORTH LOUP RIVER.  IT IS A STANDARD USC AND GS DISK BRAZED TO
 NO0476'THE TOP OF A 4-INCH CAST-IRON SOIL PIPE THAT PROJECTS 10 INCHES
 NO0476'AND IS 84 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 NO0476'LOUP 1946.
 NO0476'
 NO0476'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS DISK BRAZED TO
 NO0476'THE TOP OF A 4-INCH CAST-IRON SOIL PIPE PROJECTING 10 INCHES.
 NO0476'IT IS ABOUT 20 FEET BELOW THE STATION ELEVATION AND IS 18
 NO0476'INCHES NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LOUP
 NO0476'NO 1 1946.
 NO0476'
 NO0476'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS DISK BRAZED TO
 NO0476'THE TOP OF A 4-INCH CAST-IRON SOIL PIPE PROJECTING 7 INCHES.
 NO0476'IT IS ABOUT 20 FEET BELOW THE STATION ELEVATION AND IS 18
 NO0476'INCHES NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LOUP
 NO0476'NO 1 1946.
 NO0476'
 NO0476'AZIMUTH MARK IS ON THE SUMMIT OF A LOW SAND HILL 0.7 MILE
 NO0476'SOUTHWEST OF THE STATION AND 18 INCHES NORTH OF AN EAST-WEST
 NO0476'FENCE LINE.  IT IS A STANDARD USC AND GS DISK BRAZED TO THE TOP
 NO0476'OF A 4-INCH CAST-IRON PIPE THAT PROJECTS 10 INCHES.  IT IS
 NO0476'STAMPED LOUP 1946.
 NO0476'
 NO0476'TO REACH THE STATION FROM STATE HIGHWAY NO. 2 AT MULLEN, GO
 NO0476'NORTH, ACROSS RAILROAD TRACKS AND THROUGH THE VILLAGE OF MULLEN
 NO0476'FOR 0.2 MILE TO A CROSS STREET, TURN RIGHT FOR 0.05 MILE,
 NO0476'TURN LEFT, NORTH, AND FOLLOW MAIN GRAVELED ROAD FOR 6.3 MILES
 NO0476'TO A T ROAD LEFT, TURN LEFT, WEST, AND GO 3.9 MILES TO A FORK,
 NO0476'TAKE RIGHT FORK, NORTH AND WEST, FOR 3.4 MILES TO THE DELIGHT
 NO0476'SCHOOL, CONTINUE WEST FOR 2.3 MILES TO A FORK, JUST ACROSS
 NO0476'A CATTLE GUARD, TAKE LEFT FORK, STRAIGHT AHEAD, AND GO 1.65
 NO0476'MILES TO A FORK, KEEP RIGHT FORK 5.9 MILES TO A FORK, KEEP
 NO0476'RIGHT FORK 1.1 MILE (CROSSING A SMALL WOODEN BRIDGE ACROSS
 NO0476'CALF CREEK AT 0.7 MILE) TO A FORK.  TAKE LEFT FORK AND GO
 NO0476'3.9 MILES TO A FORK, JUST AFTER CROSSING A CATTLE GUARD,
 NO0476'TAKE LEFT FORK FOR 1.6 MILES TO A DIM CROSS ROAD,
 NO0476'CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 5.25 MILES
 NO0476'TO A FORK, JUST BEYOND A FENCE CORNER, TAKE LEFT FORK
 NO0476'FOR 1.25 MILES TO A CATTLE GUARD, KEEP RIGHT, ON MAIN ROAD,
 NO0476'FOR 0.5 MILE TO A FORK, TAKE LEFT FORK FOR 0.45 MILE TO
 NO0476'THE OLD PALMER POST OFFICE.  CONTINUE ON TRACK ROAD FOR
 NO0476'0.95 MILE TO A DIM FORK, KEEP RIGHT ON MAIN ROAD FOR 1.8
 NO0476'MILES TO THE SECOND SMALL BRIDGE ACROSS A CREEK,
 NO0476'CONTINUE 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.5 MILE
 NO0476'TO A DIM CROSSROAD, TURN RIGHT, EAST, ON DIM TRACK ROAD
 NO0476'AND GO 0.6 MILE TO A FORK, TAKE LEFT FORK FOR 0.1 MILE TO
 NO0476'A POINT WHERE THE ROAD STARTS OVER A SAND HILL, HERE
 NO0476'TURN LEFT LEAVING ROAD AND GO NORTHEAST ACROSS PASTURE
 NO0476'FOR 0.25 MILE TO A NORTH-SOUTH FENCE LINE.  *LET FENCE DOWN
 NO0476'AND DRIVE EAST ACROSS SAND HILLS FOR 1.25 MILE TO ANOTHER
 NO0476'NORTH-SOUTH FENCE LINE AND ETT.  PACK NORTH FOR ABOUT 100 YARDS
 NO0476'TO THE TOP OF A HIGH SAND HILL AND THE STATION AS DESCRIBED.
 NO0476'
 NO0476'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE DESCRIPTION,
 NO0476'DRIVE EAST OVER SAND HILLS FOR 0.35 MILE TO AN EAST-WEST FENCE
 NO0476'LINE AND THE AZIMUTH MARK AS DESCRIBED.
 NO0476
 NO0476                          STATION RECOVERY (1949)
 NO0476
 NO0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0476'THE STATION, (PIPE) REFERENCE MARKS NOS 1 AND 2 (PIPE) AND
 NO0476'AZIMUTH MARK, (PIPE) RECOVERED AND FOUND IN GOOD CONDITION.
 NO0476'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0476'
 NO0476'THE STATION IS LOCATED ABOUT 31.0 MILES AIR LINE NORTH-NORTHWEST
 NO0476'OF MULLEN, 36 MILES SOUTH-SOUTHWEST OF NENZEL AND 0.5 MILE
 NO0476'NORTH OF THE NORTH LOUP RIVER NEAR THE CENTER OF A LARGE ROUND-TOP
 NO0476'SAND HILL.  IT IS A U.S.C. AND G. SURVEY STATION MARK DISK
 NO0476'WELDED ON THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 1 FOOT
 NO0476'AND STAMPED LOUP 1946.
 NO0476'
 NO0476'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 NO0476'OPEN AREA ABOUT 20 FEET LOWER IN ELEVATION THAN STATION MARK.
 NO0476'IT IS A U.S.C. AND G. SURVEY REFERENCE MARK DISK WELDED ON
 NO0476'THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 10 INCHES AND
 NO0476'STAMPED LOUP NO 1 1946.
 NO0476'
 NO0476'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE
 NO0476'OPEN AREA ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION
 NO0476'MARK.  IT IS A U.S.C. AND G. SURVEY REFERENCE MARK DISK WELDED
 NO0476'ON THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 10 INCHES
 NO0476'AND STAMPED LOUP NO 2 1946.
 NO0476'
 NO0476'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION,
 NO0476'SET ON THE HIGH POINT OF A LOW SAND HILL, 1-1/2 FEET NORTH
 NO0476'OF EAST-WEST FENCE LINE AND 1-1/2 FEET NORTH OF WITNESS POST.
 NO0476'IT IS A U.S.C. AND G. SURVEY REFERENCE MARK DISK WELDED ON
 NO0476'THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 1 FOOT AND
 NO0476'STAMPED LOUP 1946.  TO REACH FROM THE STATION GO SOUTHWEST
 NO0476'ACROSS SAND HILLS FOR ABOUT 0.7 MILES TO MARK AS DESCRIBED.
 NO0476'
 NO0476'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0476'WEST AND SOUTH ON MAIN ROAD FOR 9.4 MILES TO BRIDGE OVER THE
 NO0476'NIOBRARA RIVER, CONTINUE ON MAIN ROAD TAKING LEFT FORK FOR
 NO0476'0.95 MILE TO FORKS, BEAR RIGHT FOR 0.75 MILE TO THE ENTRANCE
 NO0476'TO THE NEBRASKA NATIONAL FOREST, CONTINUE SOUTH ON GRAVEL
 NO0476'ROAD FOR 2.75 MILES TO PLANTING CAMP ON THE LEFT, CONTINUE
 NO0476'SOUTH AND WEST ON MAIN ROAD FOR 6.15 MILES TO CATTLE GUARD
 NO0476'AT NATIONAL FOREST BOUNDARY, CONTINUE WEST, SOUTH AND WEST
 NO0476'ON SAND TRACK ROAD FOR 1.55 MILES TO THE DIAMOND BAR RANCH
 NO0476'ON THE RIGHT, CONTINUE WEST PASSING BETWEEN HOUSE AND BARN
 NO0476'FOR 0.4 MILE TO FORKS, BEAR LEFT AND FOLLOW MAIN TRACK ROAD
 NO0476'SOUTHERLY FOR 0.9 MILE TO CATTLE GUARD, CONTINUE SOUTH AND WEST
 NO0476'FOR 0.8 MILE TO CATTLE GUARD, CONTINUE WEST AND SOUTH FOR
 NO0476'1.85 MILES TO CATTLE GUARD, CONTINUE SOUTH AND WEST ON MAIN
 NO0476'TRACK ROAD FOR 3.0 MILES TO CATTLE GUARD, CONTINUE ON
 NO0476'TRACK ROAD FOR 1.85 MILES TO BRIDGE OVER THE SNAKE RIVER,
 NO0476'CONTINUE SOUTH FOR 0.1 MILE TO RANCH ON THE LEFT
 NO0476'(DOUGHBOY), CONTINUE SOUTH AND WEST FOR 0.7 MILE TO CATTLE
 NO0476'GUARD, CONTINUE ON MAIN TRACK ROAD FOR 0.4 MILE TO
 NO0476'CATTLE GUARD, CROSS CATTLE GUARD AND TAKE LEFT FORK
 NO0476'SOUTHEAST AND SOUTH FOR 2.15 MILES TO CATTLE GUARD, CONTINUE
 NO0476'ON MAIN TRACK ROAD FOR 0.95 MILE TO CATTLE GUARD,
 NO0476'CONTINUE SOUTHEAST AND SOUTH FOR 1.45 MILES TO CROSSROAD AT
 NO0476'RANCH HOUSES ON RIGHT AND LEFT, CONTINUE STRAIGHT AHEAD AND GO
 NO0476'SOUTH AND WEST ON TRACK ROAD TO A CATTLE GUARD ON THE LEFT
 NO0476'JUST SOUTHEAST OF A LARGE RED BARN THAT HAS THE NAME GEORGE
 NO0476'BRANDEIS PAINTED ON IT, TURN LEFT ACROSS GUARD AND FOLLOW TRACK
 NO0476'ROAD SOUTHWEST AND WEST FOR 1.3 MILES TO FORKS, BEAR LEFT
 NO0476'FOR 0.35 MILE TO CATTLE GUARD, CONTINUE WEST FOR 0.5 MILE
 NO0476'TO WINDMILL ON THE LEFT, CONTINUE WEST AND SOUTH FOR 1.05
 NO0476'MILES TO A CATTLE GUARD AND LARGE MAIL BOX, CONTINUE SOUTH
 NO0476'AND WEST ON SAND ROAD FOR 2.5 MILES TO WINDMILL ON THE RIGHT
 NO0476'JUST BEFORE REACHING A SMALL WOODEN BRIDGE CONTINUE WEST ON
 NO0476'MAIN TRACK ROAD FOR 0.75 MILE TO FORKS, BEAR LEFT FOR 0.55
 NO0476'MILE TO ANGLING CROSS-TRAILS, CONTINUE STRAIGHT AHEAD
 NO0476'SOUTHWEST FOR 0.3 MILE TO A CATTLE GUARD ABOUT 100 YARDS
 NO0476'SOUTH OF WINDMILL, CONTINUE WESTERLY FOR 1.05 MILES TO A CATTLE
 NO0476'GUARD JUST SOUTHWEST OF A SCHOOL HOUSE, CONTINUE WEST FOR 0.55
 NO0476'MILE TO THE KIME RANCH, TURN LEFT JUST EAST OF THE HOUSE
 NO0476'AND GO SOUTH ON GRADED ROAD FOR 0.65 MILE TO FORKS JUST AFTER
 NO0476'CROSSING CATTLE GUARD, BEAR LEFT AND FOLLOW TRACK ROAD EAST
 NO0476'AND SOUTH FOR 2.15 MILES TO A WOODEN BRIDGE, CONTINUE ON
 NO0476'SANDY ROAD FOR 0.15 MILE TO A CATTLE GUARD, CONTINUE EAST
 NO0476'AND SOUTH ON TRACK ROAD FOR 1.85 MILES TO A CATTLE GUARD EAST
 NO0476'OF A WIRE CORRAL, CONTINUE ON MAIN TRACK ROAD FOR 2.45
 NO0476'MILES TO A CATTLE GUARD, CONTINUE SOUTHERLY ACROSS MEADOW
 NO0476'FOR 1.05 MILES TO A RANCH HOUSE ON LEFT, CONTINUE EAST
 NO0476'FOR 0.1 MILE TO FORKS, BEAR RIGHT AND CONTINUE ON MAIN
 NO0476'TRACK ROAD FOR 0.3 MILE TO A WIRE GATE AND CATTLE GUARD AT
 NO0476'SOUTH SIDE OF MEADOW, CONTINUE SOUTHERLY FOR 0.5 MILE TO A
 NO0476'CATTLE GUARD, CONTINUE WESTERLY FOR 0.2 MILE TO FORKS,
 NO0476'BEAR LEFT SOUTHERLY FOR 0.35 MILE TO CROSSROAD JUST AFTER
 NO0476'CROSSING CATTLE GUARD, TURN SHARP LEFT AND GO EASTERLY FOR
 NO0476'0.6 MILE TO FORKS, BEAR RIGHT FOR 0.75 MILE TO A WIRE GATE,
 NO0476'CONTINUE EAST FOR 0.15 MILE, TURN LEFT OFF OF TRACK ROAD AND
 NO0476'GO NORTH FOR 0.05 MILE TO A WIRE GATE IN EAST-WEST FENCE LINE
 NO0476'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH OVER SAND
 NO0476'HILLS FOR ABOUT 0.5 MILE TO THE HIGHEST POINT AND STATION
 NO0476'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0295 ***********************************************************************
 ML0295  DESIGNATION -  LOUP CITY
 ML0295  PID         -  ML0295
 ML0295  STATE/COUNTY-  NE/SHERMAN
 ML0295  COUNTRY     -  US
 ML0295  USGS QUAD   -  LOUP CITY (2017)
 ML0295
 ML0295                         *CURRENT SURVEY CONTROL
 ML0295  ______________________________________________________________________
 ML0295* NAD 83(1986) POSITION- 41 16 29.75   (N) 098 58 18.32   (W)   HD_HELD1
 ML0295* NAVD 88 ORTHO HEIGHT -   630.097 (meters)     2067.24  (feet) ADJUSTED
 ML0295  ______________________________________________________________________
 ML0295  GEOID HEIGHT    -        -23.941 (meters)                     GEOID18
 ML0295  DYNAMIC HEIGHT  -        629.775 (meters)     2066.19  (feet) COMP
 ML0295  MODELED GRAVITY -    980,091.8   (mgal)                       NAVD 88
 ML0295
 ML0295  VERT ORDER      -  FIRST     CLASS II
 ML0295
 ML0295.The horizontal coordinates were determined by differentially corrected
 ML0295.hand held GPS observations or other comparable positioning techniques
 ML0295.and have an estimated accuracy of +/- 3 meters.
 ML0295
 ML0295.The orthometric height was determined by differential leveling and
 ML0295.adjusted by the NATIONAL GEODETIC SURVEY
 ML0295.in June 1991.
 ML0295
 ML0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0295.GEOID18 height accuracy estimate available here.
 ML0295
 ML0295.Click photographs - Photos may exist for this station.
 ML0295
 ML0295.The dynamic height is computed by dividing the NAVD 88
 ML0295.geopotential number by the normal gravity value computed on the
 ML0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0295.degrees latitude (g = 980.6199 gals.).
 ML0295
 ML0295.The modeled gravity was interpolated from observed gravity values.
 ML0295
 ML0295;                    North         East    Units  Estimated Accuracy
 ML0295;SPC NE       -   160,566.1     586,120.3     MT  (+/- 3 meters HH1 GPS) 
 ML0295
 ML0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0236569278(NAD 83)
 ML0295
 ML0295                          SUPERSEDED SURVEY CONTROL
 ML0295
 ML0295  NGVD 29 (??/??/92)  629.854  (m)         2066.45   (f) ADJ UNCH    1 2
 ML0295
 ML0295.Superseded values are not recommended for survey control.
 ML0295
 ML0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0295.See file dsdata.pdf to determine how the superseded data were derived.
 ML0295
 ML0295_MARKER: DB = BENCH MARK DISK
 ML0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0295_STAMPING: LOUP CITY 1934
 ML0295_MARK LOGO: CGS
 ML0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0295+STABILITY: SURFACE MOTION
 ML0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0295+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2010
 ML0295
 ML0295  HISTORY     - Date     Condition        Report By
 ML0295  HISTORY     - 1934     MONUMENTED       CGS
 ML0295  HISTORY     - 1950     GOOD             CGS
 ML0295  HISTORY     - 20090811 GOOD             NEDR
 ML0295  HISTORY     - 20100714 GOOD             NEGS
 ML0295
 ML0295                          STATION DESCRIPTION
 ML0295
 ML0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0295'AT LOUP CITY.
 ML0295'AT LOUP CITY, 53 FEET NORTH OF THE CENTER LINE OF NEBRASKA
 ML0295'AVENUE, 49 FEET WEST OF THE CENTER LINE OF RICE STREET, 36 FEET
 ML0295'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CITY PUMPING STATION,
 ML0295'4.2 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 4.2
 ML0295'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, AND SET
 ML0295'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 ML0295'GROUND.
 ML0295
 ML0295                          STATION RECOVERY (2009)
 ML0295
 ML0295'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0295'MARK FOUND GOOD CONDITION, STREET NAMES CHANGED,
 ML0295'AT LOUP CITY, 53 FEET NORTH OF THE CENTERLINE OF O STREET, 49 FEET
 ML0295'WEST OF THE CENTER LINE OF 10TH STREET, CITY PUMPING STATION HAS BEEN
 ML0295'REMOVED, SIDEWALK MEASUREMENTS ARE GOOD, SET IN THE TOP OF A CONCRETE
 ML0295'POST AT GROUND LEVEL
 ML0295
 ML0295                          STATION RECOVERY (2010)
 ML0295
 ML0295'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0295'SET 5/8 INCH REBAR ON NORTH SIDE OF MONUMENT
 ML0295'1.0 FOOT EAST OF FIBERGLASS WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1117 ***********************************************************************
 ML1117  DESIGNATION -  LOUP CITY REA RADIO MAST
 ML1117  PID         -  ML1117
 ML1117  STATE/COUNTY-  NE/SHERMAN
 ML1117  COUNTRY     -  US
 ML1117  USGS QUAD   -  LOUP CITY (2017)
 ML1117
 ML1117                         *CURRENT SURVEY CONTROL
 ML1117  ______________________________________________________________________
 ML1117* NAD 83(1995) POSITION- 41 16 57.92328(N) 098 57 44.32503(W)   ADJUSTED
 ML1117  ______________________________________________________________________
 ML1117  GEOID HEIGHT    -        -23.950 (meters)                     GEOID18
 ML1117  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 ML1117  HORZ ORDER      -  THIRD
 ML1117
 ML1117.The horizontal coordinates were established by classical geodetic methods
 ML1117.and adjusted by the National Geodetic Survey in August 1997.
 ML1117
 ML1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1117.GEOID18 height accuracy estimate available here.
 ML1117
 ML1117.Click photographs - Photos may exist for this station.
 ML1117
 ML1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1117
 ML1117. The following values were computed from the NAD 83(1995) position.
 ML1117
 ML1117;                    North         East     Units Scale Factor Converg.
 ML1117;SPC NE       -   161,444.346   586,900.746   MT  0.99966614   +0 41 15.6
 ML1117;SPC NE       -   529,671.99  1,925,523.53   sFT  0.99966614   +0 41 15.6
 ML1117;UTM  14      - 4,570,147.170   503,155.992   MT  0.99960012   +0 01 29.5
 ML1117
 ML1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0315570147(NAD 83)
 ML1117
 ML1117                          SUPERSEDED SURVEY CONTROL
 ML1117
 ML1117  NAD 83(1986)-  41 16 57.93074(N)    098 57 44.32815(W) AD(       ) 3
 ML1117  NAD 27      -  41 16 57.89600(N)    098 57 43.01500(W) AD(       ) 3
 ML1117
 ML1117.Superseded values are not recommended for survey control.
 ML1117
 ML1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1117.See file dsdata.pdf to determine how the superseded data were derived.
 ML1117
 ML1117_MARKER: 42 = RADIO/TV MAST
 ML1117
 ML1117  HISTORY     - Date     Condition        Report By
 ML1117  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1117
 ML1117                          STATION DESCRIPTION
 ML1117
 ML1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1117'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF A HILL IN THE
 ML1117'NORTHEAST PART OF LOUP CITY.  IT IS A TRIANGULAR SHAPED STEEL
 ML1117'STRUCTURE AND HAS AN OVERALL HEIGHT OF 145 FEET.
 ML1117'
 ML1117'THE POINT OBSERVED WAS THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1279 ***********************************************************************
 LH1279  DESIGNATION -  LOWELL
 LH1279  PID         -  LH1279
 LH1279  STATE/COUNTY-  NE/KEARNEY
 LH1279  COUNTRY     -  US
 LH1279  USGS QUAD   -  HEARTWELL (2017)
 LH1279
 LH1279                         *CURRENT SURVEY CONTROL
 LH1279  ______________________________________________________________________
 LH1279* NAD 83(1995) POSITION- 40 36 22.79668(N) 098 49 46.64852(W)   ADJUSTED
 LH1279* NAVD 88 ORTHO HEIGHT -   658.8   (meters)     2161.    (feet) VERTCON
 LH1279  ______________________________________________________________________
 LH1279  GEOID HEIGHT    -        -24.880 (meters)                     GEOID18
 LH1279  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LH1279  HORZ ORDER      -  FIRST
 LH1279
 LH1279.The horizontal coordinates were established by classical geodetic methods
 LH1279.and adjusted by the National Geodetic Survey in August 1997.
 LH1279
 LH1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1279
 LH1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1279.GEOID18 height accuracy estimate available here.
 LH1279
 LH1279.Click photographs - Photos may exist for this station.
 LH1279
 LH1279.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1279
 LH1279. The following values were computed from the NAD 83(1995) position.
 LH1279
 LH1279;                    North         East     Units Scale Factor Converg.
 LH1279;SPC NE       -    86,495.943   599,028.553   MT  0.99978078   +0 46 32.2
 LH1279;SPC NE       -   283,778.77  1,965,312.84   sFT  0.99978078   +0 46 32.2
 LH1279;UTM  14      - 4,495,071.669   514,413.750   MT  0.99960256   +0 06 39.2
 LH1279
 LH1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1279!SPC NE       -   0.99990058  x   0.99978078  =   0.99968138
 LH1279!UTM  14      -   0.99990058  x   0.99960256  =   0.99950318
 LH1279
 LH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1441395071(NAD 83)
 LH1279
 LH1279                          SUPERSEDED SURVEY CONTROL
 LH1279
 LH1279  NAD 83(1986)-  40 36 22.80397(N)    098 49 46.64907(W) AD(       ) 1
 LH1279  NAD 27      -  40 36 22.75300(N)    098 49 45.37300(W) AD(       ) 1
 LH1279  USSD        -  40 36 22.80000(N)    098 49 45.38300(W) AD(       ) 3
 LH1279  NGVD 29 (07/19/86)  658.5    (m)         2160.     (f) VERT ANG       
 LH1279
 LH1279.Superseded values are not recommended for survey control.
 LH1279
 LH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1279.See file dsdata.pdf to determine how the superseded data were derived.
 LH1279
 LH1279_MARKER: V = STONE MONUMENT
 LH1279_SETTING: 0 = UNSPECIFIED SETTING
 LH1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1279
 LH1279  HISTORY     - Date     Condition        Report By
 LH1279  HISTORY     - 1899     MONUMENTED       CGS
 LH1279  HISTORY     - 1934     MARK NOT FOUND   NEGS
 LH1279
 LH1279                          STATION DESCRIPTION
 LH1279
 LH1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1279'IS IN SEC. 6, T. 8 N., R. 13 W., ABOUT 2.5 MILES SOUTH AND 1
 LH1279'MILE EAST OF LOWELL, AND ABOUT 2.5 MILES NORTH AND 2 MILES WEST
 LH1279'OF HARTWELL, ON THE HIGHEST POINT OF THE MOST PROMINENT SAND
 LH1279'HILL OF THE RANGE SOUTH OF LOWELL.  THE HILL ON WHICH THE STATION
 LH1279'STANDS HAS A SECOND SUMMIT TO THE WESTWARD OF THE STATION
 LH1279'WHICH IS NEARLY AS HIGH AS THE STATION.  SURFACE MARK IS A
 LH1279'MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 LONG, PLACED WITH
 LH1279'ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES
 LH1279'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1279'UNDERGROUND MARK IS A STONE MILK CROCK BURIED BOTTOM
 LH1279'UPWARD ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH A
 LH1279'SMALL DRILL HOLE AND SOMETIMES ALSO WITH A CROSS.
 LH1279
 LH1279                          STATION RECOVERY (1934)
 LH1279
 LH1279'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1279'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE TOP OF THE
 LH1279'HILL HAD BEEN BLOWN AWAY, AND A BLOWOUT 70 FEET WIDE AT TOP
 LH1279'AND 25 FEET DEEP, EXTENDED THE LENGTH OF THE HILL, A CAREFUL
 LH1279'SEARCH OF WHAT REMAINED OF THE TOP OF THE HILL REVEALED NO
 LH1279'TRACE OF THE STATION.  A SMALL PIECE OF GREY OR WHITE CROCK,
 LH1279'ABOUT 2 INCHES SQUARE FOUND AT THE SOUTH EDGE OF HOLE SEEMED TO
 LH1279'BE PART OF THE CROCK REFERRED TO IN THE ORIGINAL DESCRIPTION.
 LH1279'A TALK WITH ROY C. FANKELL, A GRANDSON OF EMIL JOHNSON WHO
 LH1279'LIVED ON THIS LAND AT THE TIME THE STATION WAS PLACED THERE,
 LH1279'DISCLOSED THAT THIS BLOWOUT IS ON THE SITE OF THE STATION
 LH1279'AND THAT HIS GRANDFATHER HAD TOLD HIM ALL TRACES OF STATION HAD
 LH1279'DISAPPEARED A NUMBER OF YEARS AGO.  THE SOIL AT THIS
 LH1279'SPOT IS VERY FINE SAND AND BLOWS AND DRIFTS BADLY.  THE
 LH1279'STATION WAS LOST ABOUT 15 YEARS AGO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1281 ***********************************************************************
 LH1281  DESIGNATION -  LOWELL 2
 LH1281  PID         -  LH1281
 LH1281  STATE/COUNTY-  NE/KEARNEY
 LH1281  COUNTRY     -  US
 LH1281  USGS QUAD   -  HEARTWELL (2017)
 LH1281
 LH1281                         *CURRENT SURVEY CONTROL
 LH1281  ______________________________________________________________________
 LH1281* NAD 83(1995) POSITION- 40 36 10.96841(N) 098 50 13.94167(W)   ADJUSTED
 LH1281* NAVD 88 ORTHO HEIGHT -   659.    (meters)     2162.    (feet) SCALED
 LH1281  ______________________________________________________________________
 LH1281  GEOID HEIGHT    -        -24.880 (meters)                     GEOID18
 LH1281  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 LH1281  HORZ ORDER      -  SECOND
 LH1281
 LH1281.The horizontal coordinates were established by classical geodetic methods
 LH1281.and adjusted by the National Geodetic Survey in August 1997.
 LH1281
 LH1281.The orthometric height was scaled from a topographic map.
 LH1281
 LH1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1281.GEOID18 height accuracy estimate available here.
 LH1281
 LH1281.Click photographs - Photos may exist for this station.
 LH1281
 LH1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1281
 LH1281. The following values were computed from the NAD 83(1995) position.
 LH1281
 LH1281;                    North         East     Units Scale Factor Converg.
 LH1281;SPC NE       -    86,122.544   598,392.013   MT  0.99978167   +0 46 14.1
 LH1281;SPC NE       -   282,553.71  1,963,224.46   sFT  0.99978167   +0 46 14.1
 LH1281;UTM  14      - 4,494,705.744   513,773.036   MT  0.99960233   +0 06 21.4
 LH1281
 LH1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1281!SPC NE       -   0.99990050  x   0.99978167  =   0.99968219
 LH1281!UTM  14      -   0.99990050  x   0.99960233  =   0.99950287
 LH1281
 LH1281:                Primary Azimuth Mark                     Grid Az
 LH1281:SPC NE       -  LOWELL 2 AZ MK                           187 17 47.3
 LH1281:UTM  14      -  LOWELL 2 AZ MK                           187 57 40.0
 LH1281
 LH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1377394705(NAD 83)
 LH1281
 LH1281|---------------------------------------------------------------------|
 LH1281| PID    Reference Object                     Distance      Geod. Az  |
 LH1281|                                                           dddmmss.s |
 LH1281| CN9914 LOWELL 2 RM 1                        22.788 METERS 01223     |
 LH1281| LH1247 SHELTON MUNICIPAL TANK              APPROX.21.3 KM 0241644.6 |
 LH1281| CN9913 LOWELL 2 AZ MK                                     1880401.4 |
 LH1281| LH1280 D 5 10                               11.571 METERS 25926     |
 LH1281| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.26.8 KM 2951542.4 |
 LH1281| LH1276 GIBBON MUNICIPAL TANK               APPROX.16.1 KM 3573351.6 |
 LH1281|---------------------------------------------------------------------|
 LH1281
 LH1281                          SUPERSEDED SURVEY CONTROL
 LH1281
 LH1281  NAD 83(1986)-  40 36 10.97564(N)    098 50 13.94186(W) AD(       ) 2
 LH1281  NAD 27      -  40 36 10.92200(N)    098 50 12.66400(W) AD(       ) 2
 LH1281
 LH1281.Superseded values are not recommended for survey control.
 LH1281
 LH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1281.See file dsdata.pdf to determine how the superseded data were derived.
 LH1281
 LH1281_MARKER: DS = TRIANGULATION STATION DISK
 LH1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1281
 LH1281  HISTORY     - Date     Condition        Report By
 LH1281  HISTORY     - 1950     MONUMENTED       CGS
 LH1281  HISTORY     - 1959     GOOD             CGS
 LH1281
 LH1281                          STATION DESCRIPTION
 LH1281
 LH1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1281'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF THE
 LH1281'SMALL VILLAGE OF LOWELL, 3 MILES NORTHWEST OF HEARTWELL AND
 LH1281'1/2 MILE WEST-NORTHWEST OF THE HEGARTY BROS. FARM HOME IN THE
 LH1281'SOUTHWEST CORNER OF PASTURE LAND.  IT IS ON THE HIGHEST PART OF
 LH1281'HILL AND 52 PACES EAST OF THE NORTH AND SOUTH SECTION LINE
 LH1281'FENCE.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 LH1281'GROUND AND THE DISK IS STAMPED LOWELL 2 1950.
 LH1281'
 LH1281'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL.
 LH1281'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOWELL 2
 LH1281'NO 1 1950.
 LH1281'
 LH1281'D 5-10 (NEBR. GEOD. S.) IS WEST OF THE STATION.  THE MARK IS A
 LH1281'USC AND GS AND STATE SURVEY BENCH MARK SET IN A 6 X 6 INCH SQUARE
 LH1281'CONCRETE POST WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LH1281'D 5-10.  THIS MARK WAS USED AS R.M. NO. 2.
 LH1281'
 LH1281'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LOWELL
 LH1281'2 TO D 5-10.  THE DISTANCE IS AS SHOWN ABOVE.
 LH1281'
 LH1281'AZIMUTH MARK IS 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LH1281'EAST OF THE NORTH AND SOUTH SECTION LINE FENCE.  THE MARK PROJECTS
 LH1281'6 INCHES AND THE DISK IS STAMPED LOWELL 2 1950.
 LH1281'
 LH1281'TO REACH THE STATION FROM THE CROSSROADS IN THE SMALL VILLAGE
 LH1281'OF LOWELL, GO EAST 0.5 MILE TO A T-INTERSECTION, TURN RIGHT
 LH1281'(SOUTH) 0.5 MILE TO CROSSROADS.  HERE CONTINUE SOUTH ON A
 LH1281'TRACK ROAD FOR 2.65 MILES TO THE STATION ON THE LEFT.
 LH1281'
 LH1281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.15 MILE TO
 LH1281'THE MARK ON THE LEFT IN THE SECTION LINE FENCE.
 LH1281'
 LH1281'A 74 FT. SIGNAL AT THAUT, COLLEGE, BASE, VALLEY 2, CAMERON 2,
 LH1281'NAZZISE AND PROSSER 1898 IS V.G.
 LH1281'
 LH1281'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1281
 LH1281                          STATION RECOVERY (1959)
 LH1281
 LH1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1281'STATION IS LOCATED IN THE SW 1/4 SEC 6, T 7 N, R 13 W. EATON
 LH1281'TOWNSHIP.
 LH1281'
 LH1281'STATION WAS RECOVERED AS DESCRIBED IN 1950 AND ALL MARKS ARE IN
 LH1281'GOOD CONDITION.
 LH1281'
 LH1281'1959 OBSERVATIONS TAKEN FROM A 4 FT. STAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0612 ***********************************************************************
 MN0612  DESIGNATION -  LSB 4 RP
 MN0612  PID         -  MN0612
 MN0612  STATE/COUNTY-  NE/KIMBALL
 MN0612  COUNTRY     -  US
 MN0612  USGS QUAD   -  KIMBALL (2017)
 MN0612
 MN0612                         *CURRENT SURVEY CONTROL
 MN0612  ______________________________________________________________________
 MN0612* NAD 83(1995) POSITION- 41 12 35.93800(N) 103 41 10.72794(W)   ADJUSTED
 MN0612* NAVD 88 ORTHO HEIGHT -  1501.    (meters)     4925.    (feet) SCALED
 MN0612  ______________________________________________________________________
 MN0612  GEOID HEIGHT    -        -18.704 (meters)                     GEOID18
 MN0612  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 MN0612  HORZ ORDER      -  THIRD
 MN0612
 MN0612.The horizontal coordinates were established by classical geodetic methods
 MN0612.and adjusted by the National Geodetic Survey in August 1997.
 MN0612
 MN0612.The orthometric height was scaled from a topographic map.
 MN0612
 MN0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0612.GEOID18 height accuracy estimate available here.
 MN0612
 MN0612.Click photographs - Photos may exist for this station.
 MN0612
 MN0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0612
 MN0612. The following values were computed from the NAD 83(1995) position.
 MN0612
 MN0612;                    North         East     Units Scale Factor Converg.
 MN0612;SPC NE       -   159,431.052   191,032.825   MT  0.99967186   -2 26 34.5
 MN0612;SPC NE       -   523,066.71    626,746.86   sFT  0.99967186   -2 26 34.5
 MN0612;UTM  13      - 4,562,899.456   610,132.974   MT  0.99974928   +0 51 56.1
 MN0612
 MN0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0612!SPC NE       -   0.99976759  x   0.99967186  =   0.99943953
 MN0612!UTM  13      -   0.99976759  x   0.99974928  =   0.99951693
 MN0612
 MN0612:                Primary Azimuth Mark                     Grid Az
 MN0612:SPC NE       -  KIMBALL                                  098 47 59.9
 MN0612:UTM  13      -  KIMBALL                                  095 29 29.3
 MN0612
 MN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1013262899(NAD 83)
 MN0612
 MN0612|---------------------------------------------------------------------|
 MN0612| PID    Reference Object                     Distance      Geod. Az  |
 MN0612|                                                           dddmmss.s |
 MN0612| MN0609 LSB 4 RP 1                          394.425 METERS 05819     |
 MN0612| MN0246 KIMBALL                             APPROX. 1.6 KM 0962125.4 |
 MN0612| MN0611 KIM                                 177.834 METERS 14720     |
 MN0612| MN0613 SITE 4 NORTH CL                      82.930 METERS 18500     |
 MN0612|---------------------------------------------------------------------|
 MN0612
 MN0612                          SUPERSEDED SURVEY CONTROL
 MN0612
 MN0612  NAD 83(1993)-  41 12 35.93715(N)    103 41 10.72780(W) AD(       ) 3
 MN0612  NAD 83(1986)-  41 12 35.93043(N)    103 41 10.72663(W) AD(       ) 3
 MN0612
 MN0612.Superseded values are not recommended for survey control.
 MN0612
 MN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0612.See file dsdata.pdf to determine how the superseded data were derived.
 MN0612
 MN0612_MARKER: DS = TRIANGULATION STATION DISK
 MN0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0612_STAMPING: LSB-4 RP 1960
 MN0612_MARK LOGO: CGS
 MN0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0612+STABILITY: SURFACE MOTION
 MN0612
 MN0612  HISTORY     - Date     Condition        Report By
 MN0612  HISTORY     - 1960     MONUMENTED       CGS
 MN0612
 MN0612                          STATION DESCRIPTION
 MN0612
 MN0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0612'THE MARK IS LOCATED ABOUT 6.2 MI (9.9 KM) WEST-SOUTHWEST OF OWASCO,
 MN0612'5.4 MI (8.8 KM) EAST-SOUTHEAST OF OLIVER AND 2.2 MI (3.5 KM) SOUTHWEST
 MN0612'OF KIMBALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2169 ***********************************************************************
 MK2169  CBN         -  This is a Cooperative Base Network Control Station.
 MK2169  PACS        -  This is a Primary Airport Control Station.
 MK2169  DESIGNATION -  LUDI
 MK2169  PID         -  MK2169
 MK2169  STATE/COUNTY-  NE/SAUNDERS
 MK2169  COUNTRY     -  US
 MK2169  USGS QUAD   -  WAHOO EAST (2017)
 MK2169
 MK2169                         *CURRENT SURVEY CONTROL
 MK2169  ______________________________________________________________________
 MK2169* NAD 83(2011) POSITION- 41 14 10.18860(N) 096 35 54.42065(W)   ADJUSTED
 MK2169* NAD 83(2011) ELLIP HT-   345.342 (meters)        (06/27/12)   ADJUSTED
 MK2169* NAD 83(2011) EPOCH   -  2010.00
 MK2169* NAVD 88 ORTHO HEIGHT -   372.35  (meters)     1221.6   (feet) RESET
 MK2169  ______________________________________________________________________
 MK2169  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 MK2169  NAD 83(2011) X  -   -551,983.394 (meters)                     COMP
 MK2169  NAD 83(2011) Y  - -4,771,783.560 (meters)                     COMP
 MK2169  NAD 83(2011) Z  -  4,182,409.404 (meters)                     COMP
 MK2169  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 MK2169  VERT ORDER      -  THIRD
 MK2169
 MK2169  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2169  Standards:
 MK2169         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2169            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2169  -------------------------------------------------------------------
 MK2169  NETWORK    0.40   1.02           0.19   0.12   0.52      0.01647207
 MK2169  -------------------------------------------------------------------
 MK2169  Click here for local accuracies and other accuracy information.
 MK2169
 MK2169.This mark is at Wahoo Municipal Airport (AHQ)
 MK2169
 MK2169.The horizontal coordinates were established by GPS observations
 MK2169.and adjusted by the National Geodetic Survey in June 2012.
 MK2169
 MK2169.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2169.been affixed to the stable North American tectonic plate. See 
 MK2169.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2169
 MK2169.The horizontal coordinates are valid at the epoch date displayed above
 MK2169.which is a decimal equivalence of Year/Month/Day.
 MK2169
 MK2169.The orthometric height was computed from unverified reset data.
 MK2169
 MK2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2169.GEOID18 height accuracy estimate available here.
 MK2169
 MK2169.Click photographs - Photos may exist for this station.
 MK2169
 MK2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2169
 MK2169.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2169
 MK2169.The ellipsoidal height was determined by GPS observations
 MK2169.and is referenced to NAD 83.
 MK2169
 MK2169. The following values were computed from the NAD 83(2011) position.
 MK2169
 MK2169;                    North         East     Units Scale Factor Converg.
 MK2169;SPC NE       -   161,357.085   784,998.319   MT  0.99966961   +2 15 15.1
 MK2169;SPC NE       -   529,385.70  2,575,448.65   sFT  0.99966961   +2 15 15.1
 MK2169;UTM  14      - 4,567,755.142   701,259.212   MT  1.00009853   +1 35 00.8
 MK2169
 MK2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2169!SPC NE       -   0.99994583  x   0.99966961  =   0.99961546
 MK2169!UTM  14      -   0.99994583  x   1.00009853  =   1.00004436
 MK2169
 MK2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0125967755(NAD 83)
 MK2169
 MK2169|---------------------------------------------------------------------|
 MK2169| PID    Reference Object                     Distance      Geod. Az  |
 MK2169|                                                           dddmmss.s |
 MK2169| MK1004 Y 297                               159.358 METERS 19746     |
 MK2169|---------------------------------------------------------------------|
 MK2169
 MK2169                          SUPERSEDED SURVEY CONTROL
 MK2169
 MK2169  NAD 83(2007)-  41 14 10.18858(N)    096 35 54.42123(W) AD(2002.00) 0
 MK2169  ELLIP H (02/10/07)  345.362  (m)                       GP(2002.00)    
 MK2169  ELLIP H (07/10/01)  345.356  (m)                       GP(       ) 4 1
 MK2169  NAD 83(1995)-  41 14 10.18854(N)    096 35 54.42062(W) AD(       ) B
 MK2169  ELLIP H (06/25/96)  345.415  (m)                       GP(       ) 1 1
 MK2169  NAD 83(1986)-  41 14 10.19904(N)    096 35 54.42583(W) AD(       ) 1
 MK2169  NAVD 88             372.35   (m)         1221.6    (f) LEVELING    3  
 MK2169  NAVD 88 (06/25/96)  372.24   (m)  GEOID93  model used  GPS OBS        
 MK2169  NGVD 29 (02/23/90)  372.19   (m)  RAPSU86  model used  GPS OBS        
 MK2169
 MK2169.Superseded values are not recommended for survey control.
 MK2169
 MK2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2169.See file dsdata.pdf to determine how the superseded data were derived.
 MK2169
 MK2169_MARKER: I = METAL ROD
 MK2169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2169_STAMPING: LUDI 1989
 MK2169_MARK LOGO: NGS
 MK2169_PROJECTION: FLUSH
 MK2169_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2169+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2010
 MK2169_ROD/PIPE-DEPTH: 11.6 meters
 MK2169_SLEEVE-DEPTH  : 0.9 meters
 MK2169
 MK2169  HISTORY     - Date     Condition        Report By
 MK2169  HISTORY     - 1989     MONUMENTED       NGS
 MK2169  HISTORY     - 19950531 GOOD             NGS
 MK2169  HISTORY     - 19970805 POOR             NGS
 MK2169  HISTORY     - 20000613 GOOD             NEDR
 MK2169  HISTORY     - 20100322 GOOD             INDIV
 MK2169
 MK2169                          STATION DESCRIPTION
 MK2169
 MK2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2169'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF WAHOO, 0.25
 MK2169'KM (0.15 MI) NORTH OF US HIGHWAY 77 AND STATE ROUTE 92, AT THE WAHOO
 MK2169'MUNICIPAL AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, P.O. BOX 122,
 MK2169'WAHOO, NE 68066.  AIRPORT MANAGER IS JIM POLLOCK, TELEPHONE
 MK2169'402-443-9932.
 MK2169'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON US
 MK2169'HIGHWAY 77 AND STATE ROUTE 92 FOR 4.0 KM (2.50 MI) TO THE
 MK2169'Y-INTERSECTION WITH STATE ROUTE 109.  BEAR LEFT AND GO NORTH ON STATE
 MK2169'ROUTE 109 FOR .32 KM (0.20 MI) TO THE JUNCTION WITH OLD HIGHWAY 77.
 MK2169'TURN RIGHT AND GO EAST ON OLD HIGHWAY 77 FOR .40 KM (0.25 MI) TO A
 MK2169'GRAVEL ROAD AND AIRPORT ENTRANCE LEFT.  TURN LEFT AND GO NORTH ON THE
 MK2169'GRAVEL ROAD FOR .64 KM (0.40 MI) TO THE ROAD END AT A GATE.  PASS
 MK2169'THROUGH THE GATE THEN TURN RIGHT AND GO SOUTHWEST ALONG A CONCRETE
 MK2169'TAXIWAY FOR 0.32 KM (0.20 MI) TO A TURN IN THE TAXIWAY AND THE STATION
 MK2169'ON THE LEFT.
 MK2169'THE STATION MARK IS SET 55.0 M (180.4 FT) SOUTH-SOUTHWEST OF THE
 MK2169'CENTERLINE OF THE TAXIWAY APPROACH TO RUNWAY END 02, 33 M (108.3 FT)
 MK2169'SOUTHEAST OF THE SOUTHEAST CORNER OF A TAN HANGAR, AND 1.6 M (5.2 FT)
 MK2169'EAST OF THE TAXIWAY CORNER.
 MK2169'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2169'DESCRIBED BY R.D.BALL.
 MK2169
 MK2169                          STATION RECOVERY (1995)
 MK2169
 MK2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2169'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHWEST OF
 MK2169'FREMONT, 1.9 MI (3.1 KM) NORTHEAST OF WAHOO AND AT THE WAHOO MUNICIPAL
 MK2169'AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122, WAHOO NE 68066.
 MK2169'THE FIXED BASE OPERATOR IS JIM POLLOCK, PHONE 402-443-3803.  TO REACH
 MK2169'THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON U.S. HIGHWAY
 MK2169'77/STATE HIGHWAY 92 FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION (U.S.
 MK2169'HIGHWAY 77/STATE HIGHWAY 92 TO THE RIGHT), CONTINUE AHEAD AND GO NORTH
 MK2169'ON STATE HIGHWAY 109 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN
 MK2169'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A
 MK2169'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE
 MK2169'ROAD FOR 0.4 MI (0.6 KM) TO THE ROAD END AT THE NORTH GATE, PASS
 MK2169'THROUGH GATE, TURN RIGHT AND GO SOUTHEAST ON THE APRON, THEN A
 MK2169'PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO A CONNECTOR TAXIWAY LEFT AND
 MK2169'THE STATION JUST AHEAD ON THE LEFT, NEAR THE SOUTHEAST CORNER OF THE
 MK2169'TAXIWAY APPROACH.  THE STATION IS 263.4 FT (80.3 M) NORTH-NORTHEAST OF
 MK2169'THE SOUTH GATE, 180.0 FT (54.9 M) SOUTHEAST OF THE CONNECTOR TAXIWAY
 MK2169'CENTER, 98.1 FT (29.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TAN
 MK2169'HANGAR AND 5.2 FT (1.6 M) EAST OF THE SOUTHEAST CORNER OF THE TAXIWAY
 MK2169'APPROACH.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 MK2169'PRIMARY AIRPORT CONTROL STATION.
 MK2169
 MK2169                          STATION RECOVERY (1997)
 MK2169
 MK2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK2169'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK2169'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT THE WAHOO
 MK2169'MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF THE AIRPORT AT THE
 MK2169'SOUTHERLY END OF THE PARALLEL TAXIWAY.  OWNERSHIP--WAHOO AIRPORT
 MK2169'AUTHORITY, BOX 122, WAHOO NE 68066.  AIRPORT MANAGER IS GAYLEN MALY,
 MK2169'PHONE (402) 443-8523.  FIXED BASED OPERATOR IS JIM POLLOCK PHONE (402)
 MK2169'443-3803.  AIRPORT PHONE (402) 443-9932.  TO REACH THE STATION FROM
 MK2169'THE CROSSROAD JUNCTION OF COMBINED US HIGHWAY 77 AND STATE HIGHWAY 92
 MK2169'(SOUTH AND WEST BOUND LANES) WITH STATE HIGHWAY 109 WHICH IS 2.4 MI
 MK2169'(3.9 KM) NORTH ALONG THE COMBINED HIGHWAYS FROM THE WAHOO COURTHOUSE,
 MK2169'GO EAST FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD ON LEFT.  TURN LEFT AND
 MK2169'GO NORTHERLY THEN EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 KM (0.35
 MK2169'MI) TO A GATE.  PASS THROUGH THE GATE THEN TURN RIGHT AND GO SOUTHEAST
 MK2169'ALONG A PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI) TO THE END OF THE
 MK2169'PARALLEL TAXIWAY AND THE STATION ON LEFT.  THE MARK IS A PUNCH MARK ON
 MK2169'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD
 MK2169'LENGTH OF 11.6 M (38.1 FT) IN A 2.5 CM (1 IN) GREASE FILLED UNFINNED
 MK2169'PLASTIC SLEEVE 0.9 M (3.0 FT) LONG ENCASED IN A 12.5 CM (5 IN) DIA PVC
 MK2169'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP IS FLUSH
 MK2169'WITH THE GROUND.  THE MARK BEARS AGAINST THE LOGO CAP AND PREVENTS
 MK2169'CLOSURE.  THE STATION IS LOCATED 80.3 M (263.5 FT) NORTH-NORTHEAST
 MK2169'FROM A GATE IN THE PERIMETER FENCE, 54.9 M (180.1 FT) SOUTH-SOUTHWEST
 MK2169'FROM THE SOUTHERNMOST CONNECTOR TAXIWAY CENTER, 29.9 M (98.1 FT)
 MK2169'SOUTHEAST FROM THE SOUTHEAST CORNER OF A TAN HANGER WITH ARCHED ROOF,
 MK2169'AND 1.6 M (5.2 FT) EAST FROM THE SOUTHEAST CORNER OF THE CONCRETE
 MK2169'PARALLEL TAXIWAY.  THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 MK2169'CONTROL STATION.
 MK2169
 MK2169                          STATION RECOVERY (2000)
 MK2169
 MK2169'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2169'RECOVERED AS DESCRIBED.
 MK2169
 MK2169                          STATION RECOVERY (2010)
 MK2169
 MK2169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JAS)
 MK2169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2170 ***********************************************************************
 MK2170  SACS        -  This is a Secondary Airport Control Station.
 MK2170  DESIGNATION -  LUDI AZ MK
 MK2170  PID         -  MK2170
 MK2170  STATE/COUNTY-  NE/SAUNDERS
 MK2170  COUNTRY     -  US
 MK2170  USGS QUAD   -  WAHOO EAST (2017)
 MK2170
 MK2170                         *CURRENT SURVEY CONTROL
 MK2170  ______________________________________________________________________
 MK2170* NAD 83(2011) POSITION- 41 14 08.39552(N) 096 35 29.96547(W)   ADJUSTED
 MK2170* NAD 83(2011) ELLIP HT-   344.606 (meters)        (06/27/12)   ADJUSTED
 MK2170* NAD 83(2011) EPOCH   -  2010.00
 MK2170* NAVD 88 ORTHO HEIGHT -   371.62  (meters)     1219.2   (feet) GPS OBS
 MK2170  ______________________________________________________________________
 MK2170  NAVD 88 orthometric height was determined with an earlier geoid model
 MK2170  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 MK2170  NAD 83(2011) X  -   -551,421.760 (meters)                     COMP
 MK2170  NAD 83(2011) Y  - -4,771,884.644 (meters)                     COMP
 MK2170  NAD 83(2011) Z  -  4,182,367.319 (meters)                     COMP
 MK2170  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 MK2170
 MK2170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2170  Standards:
 MK2170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2170  -------------------------------------------------------------------
 MK2170  NETWORK    0.42   1.04           0.20   0.13   0.53      0.01684843
 MK2170  -------------------------------------------------------------------
 MK2170  Click here for local accuracies and other accuracy information.
 MK2170
 MK2170.This mark is at Wahoo Municipal Airport (AHQ)
 MK2170
 MK2170.The horizontal coordinates were established by GPS observations
 MK2170.and adjusted by the National Geodetic Survey in June 2012.
 MK2170
 MK2170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2170.been affixed to the stable North American tectonic plate. See 
 MK2170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2170
 MK2170.The horizontal coordinates are valid at the epoch date displayed above
 MK2170.which is a decimal equivalence of Year/Month/Day.
 MK2170
 MK2170.The orthometric height was determined by GPS observations and a
 MK2170.high-resolution geoid model.
 MK2170
 MK2170.GPS derived orthometric heights for airport stations designated as
 MK2170.PACS or SACS are published to 2 decimal places.  This maintains
 MK2170.centimeter relative accuracy between the PACS and SACS.  It does
 MK2170.not indicate centimeter accuracy relative to other marks which are
 MK2170.part of the published vertical control network.
 MK2170
 MK2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2170.GEOID18 height accuracy estimate available here.
 MK2170
 MK2170.Click photographs - Photos may exist for this station.
 MK2170
 MK2170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2170
 MK2170.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2170
 MK2170.The ellipsoidal height was determined by GPS observations
 MK2170.and is referenced to NAD 83.
 MK2170
 MK2170. The following values were computed from the NAD 83(2011) position.
 MK2170
 MK2170;                    North         East     Units Scale Factor Converg.
 MK2170;SPC NE       -   161,324.246   785,569.363   MT  0.99966965   +2 15 31.3
 MK2170;SPC NE       -   529,277.96  2,577,322.15   sFT  0.99966965   +2 15 31.3
 MK2170;UTM  14      - 4,567,715.604   701,830.078   MT  1.00010136   +1 35 16.8
 MK2170
 MK2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2170!SPC NE       -   0.99994595  x   0.99966965  =   0.99961562
 MK2170!UTM  14      -   0.99994595  x   1.00010136  =   1.00004730
 MK2170
 MK2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0183067715(NAD 83)
 MK2170
 MK2170                          SUPERSEDED SURVEY CONTROL
 MK2170
 MK2170  NAD 83(2007)-  41 14 08.39551(N)    096 35 29.96605(W) AD(2002.00) 0
 MK2170  ELLIP H (02/10/07)  344.626  (m)                       GP(2002.00)    
 MK2170  ELLIP H (01/09/02)  344.620  (m)                       GP(       ) 4 1
 MK2170  NAD 83(1995)-  41 14 08.39547(N)    096 35 29.96545(W) AD(       ) 1
 MK2170  ELLIP H (09/17/98)  344.679  (m)                       GP(       ) 4 1
 MK2170  NAD 83(1995)-  41 14 08.39533(N)    096 35 29.96562(W) AD(       ) 3
 MK2170  ELLIP H (08/18/97)  344.684  (m)                       GP(       ) 4 1
 MK2170  NAD 83(1986)-  41 14 08.40579(N)    096 35 29.97086(W) AD(       ) 3
 MK2170  NGVD 29 (02/23/90)  371.46   (m)  RAPSU86  model used  GPS OBS        
 MK2170
 MK2170.Superseded values are not recommended for survey control.
 MK2170
 MK2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2170.See file dsdata.pdf to determine how the superseded data were derived.
 MK2170
 MK2170_MARKER: I = METAL ROD
 MK2170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2170_STAMPING: LUDI AZ MK 1989
 MK2170_MARK LOGO: NGS
 MK2170_PROJECTION: FLUSH
 MK2170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2170+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MK2170_ROD/PIPE-DEPTH: 15.3 meters
 MK2170_SLEEVE-DEPTH  : 0.9 meters
 MK2170
 MK2170  HISTORY     - Date     Condition        Report By
 MK2170  HISTORY     - 1989     MONUMENTED       NGS
 MK2170  HISTORY     - 19950531 GOOD             NGS
 MK2170  HISTORY     - 19970805 GOOD             NGS
 MK2170
 MK2170                          STATION DESCRIPTION
 MK2170
 MK2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2170'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF WAHOO, 0.25
 MK2170'KM (0.15 MI) NORTH OF US HIGHWAY 77 AND STATE ROUTE 92, AT THE WAHOO
 MK2170'MUNICIPAL AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, P.O. BOX 122,
 MK2170'WAHOO, NE 68066.  AIRPORT MANAGER IS JIM POLLOCK, TELEPHONE
 MK2170'402-443-9932.
 MK2170'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON US
 MK2170'HIGHWAY 77 AND STATE ROUTE 92 FOR 4.0 KM (2.50 MI) TO THE
 MK2170'Y-INTERSECTION WITH STATE ROUTE 109.  BEAR LEFT AND GO NORTH ON STATE
 MK2170'ROUTE 109 FOR .32 KM (0.20 MI) TO THE JUNCTION WITH OLD HIGHWAY 77.
 MK2170'TURN RIGHT AND GO EAST ON OLD HIGHWAY 77 FOR .40 KM (0.25 MI) TO A
 MK2170'GRAVEL ROAD AND AIRPORT ENTRANCE LEFT.  TURN LEFT AND GO NORTH ON THE
 MK2170'GRAVEL ROAD FOR .64 KM (0.40 MI) TO THE ROAD END AT A GATE.  PASS
 MK2170'THROUGH THE GATE THEN GO SOUTHEASTERLY ALONG AN APRON THEN TAXIWAY FOR
 MK2170'0.16 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 02-20.  TURN LEFT AND GO
 MK2170'NORTHEAST ALONG THE RUNWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH
 MK2170'A TURF RUNWAY.  TURN RIGHT AND GO SOUTHEAST ALONG THE TURF RUNWAY FOR
 MK2170'0.48 KM (0.30 MI) TO THE THE TURF RUNWAY END AND THE STATION ON THE
 MK2170'LEFT AT A PANEL AND THRESHOLD LIGHTS.
 MK2170'THE STATION MARK IS SET 41.0 M (134.5 FT) SOUTHWEST A PERIMETER FENCE,
 MK2170'21.2 M (69.6 FT) NORTHEAST FROM THE CENTER OF THE TURF RUNWAY, 3.4 M
 MK2170'(11.2 FT) WEST OF THE OUTSIDE THRESHOLD LIGHT, AND 2 M (6.6 FT)
 MK2170'NORTHWEST OF THE CENTER LIGHT OF THE 3 THRESHOLD LIGHTS.
 MK2170'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2170'DESCRIBED BY R.D.BALL.
 MK2170
 MK2170                          STATION RECOVERY (1995)
 MK2170
 MK2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2170'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHWEST OF
 MK2170'FREMONT, 1.9 MI (3.1 KM) NORTHEAST OF WAHOO AND AT THE WAHOO MUNICIPAL
 MK2170'AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122, WAHOO NE 68066.
 MK2170'AIRPORT MANAGER IS GAYLEN MALY, PHONE (402) 443-4016.  TO REACH THE
 MK2170'STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON U.S. HIGHWAY
 MK2170'77/STATE HIGHWAY 92 FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION (U.S.
 MK2170'HIGHWAY 77/STATE HIGHWAY 92 TO THE RIGHT), CONTINUE AHEAD AND GO NORTH
 MK2170'ON STATE HIGHWAY 109 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN
 MK2170'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A
 MK2170'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE
 MK2170'ROAD FOR 0.4 MI (0.6 KM) TO THE ROAD END AT A GATE, PASS THROUGH GATE,
 MK2170'TURN LEFT AND GO NORTHEAST ON A PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM)
 MK2170'TO A JUNCTION WITH RUNWAY 13/31, TURN RIGHT AND GO SOUTHEAST ON THE
 MK2170'CONCRETE, THEN TURF RUNWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY THRESHOLD
 MK2170'AND THE STATION ON THE LEFT NEAR THE THRESHOLD LIGHTS.  THE STATION IS
 MK2170'134.5 MI (216.5 KM) SOUTHWEST OF A WITNESS POST SET INTO A FENCE LINE,
 MK2170'74.1 FT (22.6 M) SOUTH-SOUTHEAST OF THE SOUTH END OF A RUNWAY SIDE
 MK2170'MARKER PANEL, 69.6 FT (21.2 M) NORTHEAST FROM THE CENTER OF THE TURF
 MK2170'RUNWAY, 11.2 FT (3.4 M) WEST OF THE OUTSIDE THRESHOLD LIGHT AND 6.6 FT
 MK2170'(2.0 M) NORTHWEST OF THE CENTER OF THREE THRESHOLD LIGHTS.  THIS
 MK2170'STATION TO BE USED AS SACS.
 MK2170
 MK2170                          STATION RECOVERY (1997)
 MK2170
 MK2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK2170'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK2170'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT THE WAHOO
 MK2170'MUNICIPAL AIRPORT, AT THE SOUTHEAST CORNER OF THE AIRPORT AND ON TURF
 MK2170'RUNWAY APPROACH 31.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122,
 MK2170'WAHOO NE 68066.  AIRPORT MANAGER IS GAYLEN MALY, PHONE (402) 443-8523.
 MK2170'FIXED BASE OPERATOR IS JIM POLLOCK PHONE (402) 443-3803, AIRPORT PHONE
 MK2170'(402) 443-9932.  TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF
 MK2170'COMBINED US HIGHWAY 77 AND STATE HIGHWAY 92 (SOUTH AND WEST BOUND
 MK2170'LANES) WITH STATE HIGHWAY 109 WHICH IS 3.9 KM (2.40 MI) NORTH ALONG
 MK2170'THE COMBINED HIGHWAYS FROM THE WAHOO COURTHOUSE, GO EAST FOR 0.3 KM
 MK2170'(0.20 MI) TO A GRAVEL ROAD ON LEFT.  TURN LEFT AND GO NORTHERLY THEN
 MK2170'EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A GATE.
 MK2170'PASS THROUGH THE GATE THEN TURN LEFT AND GO NORTHEAST ON A PARALLEL
 MK2170'TAXIWAY FOR 0.2 KM (0.10 MI) TO A JUNCTION WITH RUNWAY 13-31.  TURN
 MK2170'RIGHT AND GO SOUTHEAST ON THE CONCRETE THEN TURF RUNWAY CROSSING
 MK2170'RUNWAY 02-20 AT 0.08 KM (0.05 MI) FOR A TOTAL OF 0.55 KM (0.35 MI) TO
 MK2170'THE THRESHOLD LIGHTS AT APPROACH 31 AND THE STATION ON LEFT.  THE MARK
 MK2170'IS A PUNCH MARK ON TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 MK2170'REFUSAL AT A RECORD LENGTH OF 15.3 M (50.2 FT) IN A 2.5 CM (1 IN)
 MK2170'GREASE FILLED UNFINNED PLASTIC SLEEVE 0.9 M (3.0 FT) LONG ENCASED IN A
 MK2170'12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.
 MK2170'THE LOGO CAP IS FLUSH WITH THE GROUND.  THE MARK IS RECESSED 3 CM
 MK2170'BELOW THE TOP OF THE LOGO CAP.  THE STATION IS LOCATED 134.5 FT (41.0
 MK2170'M) SOUTHWEST FROM A PLASTIC NGS WITNESS POST SET IN A BARBED WIRE
 MK2170'FENCE, 22.6 M (74.1 FT) SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF A
 MK2170'RUNWAY SIDE MARKER PANEL, 65.6 FT (20.0 M) NORTHEAST FROM THE TURF
 MK2170'RUNWAY CENTER, 3.4 M (11.2 FT) WEST FROM THE MOST NORTHEASTERLY
 MK2170'THRESHOLD LIGHT, AND 2.0 M (6.6 FT) NORTHWEST FROM THE CENTER OF THREE
 MK2170'THRESHOLD LIGHTS.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 MK2170'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4123 ***********************************************************************
 AB4123  CBN         -  This is a Cooperative Base Network Control Station.
 AB4123  PACS        -  This is a Primary Airport Control Station.
 AB4123  DESIGNATION -  LXN A
 AB4123  PID         -  AB4123
 AB4123  STATE/COUNTY-  NE/DAWSON
 AB4123  COUNTRY     -  US
 AB4123  USGS QUAD   -  LEXINGTON WEST (2017)
 AB4123
 AB4123                         *CURRENT SURVEY CONTROL
 AB4123  ______________________________________________________________________
 AB4123* NAD 83(2011) POSITION- 40 47 51.84368(N) 099 46 55.28969(W)   ADJUSTED
 AB4123* NAD 83(2011) ELLIP HT-   712.096 (meters)        (06/27/12)   ADJUSTED
 AB4123* NAD 83(2011) EPOCH   -  2010.00
 AB4123* NAVD 88 ORTHO HEIGHT -   735.84  (meters)     2414.2   (feet) GPS OBS
 AB4123  ______________________________________________________________________
 AB4123  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4123  GEOID HEIGHT    -        -23.613 (meters)                     GEOID93
 AB4123  GEOID HEIGHT    -        -23.749 (meters)                     GEOID18
 AB4123  NAD 83(2011) X  -   -821,610.291 (meters)                     COMP
 AB4123  NAD 83(2011) Y  - -4,765,529.505 (meters)                     COMP
 AB4123  NAD 83(2011) Z  -  4,145,910.219 (meters)                     COMP
 AB4123  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 AB4123
 AB4123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4123  Standards:
 AB4123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4123  -------------------------------------------------------------------
 AB4123  NETWORK    0.46   1.29           0.22   0.14   0.66     -0.03500634
 AB4123  -------------------------------------------------------------------
 AB4123  Click here for local accuracies and other accuracy information.
 AB4123
 AB4123.This mark is at Jim Kelly Field Airport (LXN)
 AB4123
 AB4123.The horizontal coordinates were established by GPS observations
 AB4123.and adjusted by the National Geodetic Survey in June 2012.
 AB4123
 AB4123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4123.been affixed to the stable North American tectonic plate. See 
 AB4123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4123
 AB4123.The horizontal coordinates are valid at the epoch date displayed above
 AB4123.which is a decimal equivalence of Year/Month/Day.
 AB4123
 AB4123.The orthometric height was determined by GPS observations and a
 AB4123.high-resolution geoid model.
 AB4123
 AB4123.GPS derived orthometric heights for airport stations designated as
 AB4123.PACS or SACS are published to 2 decimal places.  This maintains
 AB4123.centimeter relative accuracy between the PACS and SACS.  It does
 AB4123.not indicate centimeter accuracy relative to other marks which are
 AB4123.part of the published vertical control network.
 AB4123
 AB4123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4123.GEOID18 height accuracy estimate available here.
 AB4123
 AB4123.Click photographs - Photos may exist for this station.
 AB4123
 AB4123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4123
 AB4123.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4123
 AB4123.The ellipsoidal height was determined by GPS observations
 AB4123.and is referenced to NAD 83.
 AB4123
 AB4123. The following values were computed from the NAD 83(2011) position.
 AB4123
 AB4123;                    North         East     Units Scale Factor Converg.
 AB4123;SPC NE       -   107,098.509   518,390.418   MT  0.99973439   +0 08 40.0
 AB4123;SPC NE       -   351,372.36  1,700,752.56   sFT  0.99973439   +0 08 40.0
 AB4123;UTM  14      - 4,516,598.226   434,029.557   MT  0.99965357   -0 30 39.6
 AB4123
 AB4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4123!SPC NE       -   0.99988831  x   0.99973439  =   0.99962273
 AB4123!UTM  14      -   0.99988831  x   0.99965357  =   0.99954192
 AB4123
 AB4123:                Primary Azimuth Mark                     Grid Az
 AB4123:SPC NE       -  LEXPORT AZ MK                            155 48 57.6
 AB4123:UTM  14      -  LEXPORT AZ MK                            156 28 17.2
 AB4123
 AB4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3402916598(NAD 83)
 AB4123
 AB4123|---------------------------------------------------------------------|
 AB4123| PID    Reference Object                     Distance      Geod. Az  |
 AB4123|                                                           dddmmss.s |
 AB4123| LH0996 LEXPORT AZ MK                       464.758 METERS 1555737.6 |
 AB4123|---------------------------------------------------------------------|
 AB4123
 AB4123                          SUPERSEDED SURVEY CONTROL
 AB4123
 AB4123  NAD 83(2007)-  40 47 51.84361(N)    099 46 55.29033(W) AD(2002.00) 0
 AB4123  ELLIP H (02/10/07)  712.120  (m)                       GP(2002.00)    
 AB4123  ELLIP H (09/24/01)  712.099  (m)                       GP(       ) 4 1
 AB4123  NAD 83(1995)-  40 47 51.84334(N)    099 46 55.28979(W) AD(       ) B
 AB4123  ELLIP H (06/25/96)  712.155  (m)                       GP(       ) 1 1
 AB4123
 AB4123.Superseded values are not recommended for survey control.
 AB4123
 AB4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4123.See file dsdata.pdf to determine how the superseded data were derived.
 AB4123
 AB4123_MARKER: I = METAL ROD
 AB4123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4123_STAMPING: LXN A 1995
 AB4123_MARK LOGO: NGS
 AB4123_PROJECTION: FLUSH
 AB4123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4123+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 AB4123_ROD/PIPE-DEPTH: 19.1 meters
 AB4123_SLEEVE-DEPTH  : 1 meters
 AB4123
 AB4123  HISTORY     - Date     Condition        Report By
 AB4123  HISTORY     - 1995     MONUMENTED       NGS
 AB4123  HISTORY     - 19970722 GOOD             NGS
 AB4123
 AB4123                          STATION DESCRIPTION
 AB4123
 AB4123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4123'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 AB4123'CODAZ, 2.0 MI (3.2 KM) WEST-NORTHWEST OF LEXINGTON AT THE
 AB4123'LEXINGTON/JIM KELLY FIELD AND AT THE TURNAROUND AT THE APPROACH END OF
 AB4123'RUNWAY 14.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY, PO BOX 972,
 AB4123'LEXINGTON NE 68850.  AIRPORT MANAGER IS ALAN NEBEN, PHONE (308)
 AB4123'324-5311.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4123'HIGHWAY 80 AND U.S. HIGHWAY 283 (EXIT 237) SOUTH OF LEXINGTON, GO
 AB4123'NORTH ON U.S. HIGHWAY 283 FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF
 AB4123'6TH STREET (END U.S. HIGHWAY 283), CONTINUE AHEAD AND GO NORTH ON
 AB4123'JACKSON STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO AN INTERSECTION,
 AB4123'TURN LEFT AND GO WESTERLY ON 7TH STREET FOR 0.85 MI (1.37 KM) TO A
 AB4123'T-JUNCTION, TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 30 FOR 0.65 MI
 AB4123'(1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON A PAVED ROAD
 AB4123'FOR 0.45 MI (0.72 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN
 AB4123'SOUTHWEST (PASSING SOUTH OF THE AIRPORT OFFICE) ON THE AIRPORT
 AB4123'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A GATE AND THE APRON AHEAD,
 AB4123'PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHWEST ON THE APRON THEN
 AB4123'ON A CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT
 AB4123'AND GO NORTHWEST ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE END OF THE
 AB4123'RUNWAY AND A CONNECTOR TAXIWAY RIGHT, TURN RIGHT AND GO NORTHEAST ON
 AB4123'THE TAXIWAY THEN ON A TURNAROUND APRON FOR 0.05 MI (0.08 KM) TO THE
 AB4123'STATION AHEAD AND IN LINE WITH THE THRESHOLD LIGHTS.  THE STATION IS
 AB4123'422.5 FT (128.8 M) NORTHEAST OF THE RUNWAY CENTER, 48.8 FT (14.9 M)
 AB4123'SOUTHEAST OF THE NORTH CORNER OF THE CONCRETE TURNAROUND PAVEMENT,
 AB4123'46.8 FT (14.3 M) NORTH-NORTHWEST OF THE EAST CORNER OF THE CONCRETE
 AB4123'TURNAROUND PAVEMENT, 5.8 FT (1.8 M) SOUTHWEST OF A TAXIWAY LIGHT (68)
 AB4123'AND 4.2 FT (1.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE TURNAROUND
 AB4123'PAVEMENT.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4123'PRIMARY AIRPORT STATION.
 AB4123
 AB4123                          STATION RECOVERY (1997)
 AB4123
 AB4123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4123'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0990 ***********************************************************************
 MO0990  DESIGNATION -  LYMAN TANK ON TALL STRUCTURE
 MO0990  PID         -  MO0990
 MO0990  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0990  COUNTRY     -  US
 MO0990  USGS QUAD   -  LYMAN (2017)
 MO0990
 MO0990                         *CURRENT SURVEY CONTROL
 MO0990  ______________________________________________________________________
 MO0990* NAD 83(1995) POSITION- 41 55 13.65108(N) 104 02 05.89323(W)   ADJUSTED
 MO0990  ______________________________________________________________________
 MO0990  GEOID HEIGHT    -        -18.109 (meters)                     GEOID18
 MO0990  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 MO0990  HORZ ORDER      -  THIRD
 MO0990
 MO0990.The horizontal coordinates were established by classical geodetic methods
 MO0990.and adjusted by the National Geodetic Survey in August 1997.
 MO0990
 MO0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0990.GEOID18 height accuracy estimate available here.
 MO0990
 MO0990.Click photographs - Photos may exist for this station.
 MO0990
 MO0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO0990
 MO0990. The following values were computed from the NAD 83(1995) position.
 MO0990
 MO0990;                    North         East     Units Scale Factor Converg.
 MO0990;SPC NE       -   239,532.504   165,510.615   MT  0.99968472   -2 40 26.3
 MO0990;SPC NE       -   785,866.22    543,012.74   sFT  0.99968472   -2 40 26.3
 MO0990;SPC WY E     -   158,362.836   293,873.378   MT  1.00004590   +0 45 22.1
 MO0990;SPC WY E     -   519,562.07    964,149.57   sFT  1.00004590   +0 45 22.1
 MO0990;UTM  13      - 4,641,395.152   580,021.328   MT  0.99967879   +0 38 41.2
 MO0990
 MO0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8002141395(NAD 83)
 MO0990
 MO0990                          SUPERSEDED SURVEY CONTROL
 MO0990
 MO0990  NAD 83(1993)-  41 55 13.65124(N)    104 02 05.89321(W) AD(       ) 3
 MO0990  NAD 83(1986)-  41 55 13.63790(N)    104 02 05.89688(W) AD(       ) 3
 MO0990  NAD 27      -  41 55 13.76400(N)    104 02 04.08000(W) AD(       ) 3
 MO0990
 MO0990.Superseded values are not recommended for survey control.
 MO0990
 MO0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0990.See file dsdata.pdf to determine how the superseded data were derived.
 MO0990
 MO0990_MARKER: 51 = TANK
 MO0990
 MO0990  HISTORY     - Date     Condition        Report By
 MO0990  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO0990
 MO0990                          STATION DESCRIPTION
 MO0990
 MO0990'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO0989 ***********************************************************************
 MO0989  DESIGNATION -  LYMAN WHITE TOP TANK
 MO0989  PID         -  MO0989
 MO0989  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0989  COUNTRY     -  US
 MO0989  USGS QUAD   -  LYMAN (2017)
 MO0989
 MO0989                         *CURRENT SURVEY CONTROL
 MO0989  ______________________________________________________________________
 MO0989* NAD 83(1995) POSITION- 41 55 03.96395(N) 104 02 12.97151(W)   ADJUSTED
 MO0989  ______________________________________________________________________
 MO0989  GEOID HEIGHT    -        -18.106 (meters)                     GEOID18
 MO0989  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 MO0989  HORZ ORDER      -  THIRD
 MO0989
 MO0989.The horizontal coordinates were established by classical geodetic methods
 MO0989.and adjusted by the National Geodetic Survey in August 1997.
 MO0989
 MO0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO0989.GEOID18 height accuracy estimate available here.
 MO0989
 MO0989.Click photographs - Photos may exist for this station.
 MO0989
 MO0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO0989
 MO0989. The following values were computed from the NAD 83(1995) position.
 MO0989
 MO0989;                    North         East     Units Scale Factor Converg.
 MO0989;SPC NE       -   239,241.653   165,333.796   MT  0.99968438   -2 40 31.0
 MO0989;SPC NE       -   784,911.99    542,432.63   sFT  0.99968438   -2 40 31.0
 MO0989;SPC WY E     -   158,061.818   293,714.220   MT  1.00004553   +0 45 17.2
 MO0989;SPC WY E     -   518,574.48    963,627.40   sFT  1.00004553   +0 45 17.2
 MO0989;UTM  13      - 4,641,094.554   579,861.643   MT  0.99967848   +0 38 36.3
 MO0989
 MO0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7986141094(NAD 83)
 MO0989
 MO0989                          SUPERSEDED SURVEY CONTROL
 MO0989
 MO0989  NAD 83(1993)-  41 55 03.96413(N)    104 02 12.97154(W) AD(       ) 3
 MO0989  NAD 83(1986)-  41 55 03.95212(N)    104 02 12.97832(W) AD(       ) 3
 MO0989  NAD 27      -  41 55 04.07700(N)    104 02 11.15900(W) AD(       ) 3
 MO0989
 MO0989.Superseded values are not recommended for survey control.
 MO0989
 MO0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0989.See file dsdata.pdf to determine how the superseded data were derived.
 MO0989
 MO0989_MARKER: 51 = TANK
 MO0989
 MO0989  HISTORY     - Date     Condition        Report By
 MO0989  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO0989
 MO0989                          STATION DESCRIPTION
 MO0989
 MO0989'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0625 ***********************************************************************
 NN0625  DESIGNATION -  LYNCH
 NN0625  PID         -  NN0625
 NN0625  STATE/COUNTY-  NE/BOYD
 NN0625  COUNTRY     -  US
 NN0625  USGS QUAD   -  MARTY (2017)
 NN0625
 NN0625                         *CURRENT SURVEY CONTROL
 NN0625  ______________________________________________________________________
 NN0625* NAD 83(1995) POSITION- 42 56 12.51165(N) 098 28 40.20582(W)   ADJUSTED
 NN0625* NAVD 88 ORTHO HEIGHT -   485.    (meters)     1591.    (feet) SCALED
 NN0625  ______________________________________________________________________
 NN0625  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 NN0625  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 NN0625  HORZ ORDER      -  SECOND
 NN0625
 NN0625.The horizontal coordinates were established by classical geodetic methods
 NN0625.and adjusted by the National Geodetic Survey in August 1997.
 NN0625
 NN0625.The orthometric height was scaled from a topographic map.
 NN0625
 NN0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0625.GEOID18 height accuracy estimate available here.
 NN0625
 NN0625.Click photographs - Photos may exist for this station.
 NN0625
 NN0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0625
 NN0625. The following values were computed from the NAD 83(1995) position.
 NN0625
 NN0625;                    North         East     Units Scale Factor Converg.
 NN0625;SPC NE       -   345,694.956   624,235.984   MT  0.99997162   +1 00 31.4
 NN0625;SPC NE       - 1,134,167.53  2,048,014.22   sFT  0.99997162   +1 00 31.4
 NN0625;SPC SD S     -    68,732.972   751,438.023   MT  0.99997711   +1 16 48.1
 NN0625;SPC SD S     -   225,501.43  2,465,342.91   sFT  0.99997711   +1 16 48.1
 NN0625;UTM  14      - 4,753,929.806   542,604.445   MT  0.99962233   +0 21 20.5
 NN0625
 NN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0625!SPC NE       -   0.99992799  x   0.99997162  =   0.99989961
 NN0625!SPC SD S     -   0.99992799  x   0.99997711  =   0.99990510
 NN0625!UTM  14      -   0.99992799  x   0.99962233  =   0.99955034
 NN0625
 NN0625:                Primary Azimuth Mark                     Grid Az
 NN0625:SPC NE       -  LYNCH AZ MK                              177 16 58.1
 NN0625:SPC SD S     -  LYNCH AZ MK                              177 00 41.4
 NN0625:UTM  14      -  LYNCH AZ MK                              177 56 09.0
 NN0625
 NN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4260453929(NAD 83)
 NN0625
 NN0625|---------------------------------------------------------------------|
 NN0625| PID    Reference Object                     Distance      Geod. Az  |
 NN0625|                                                           dddmmss.s |
 NN0625| NN0811 MARTY ST PAULS MISSION PWR STK      APPROX. 7.3 KM 0333442.4 |
 NN0625| NN0813 MARTY ST PAULS CATH CHURCH          APPROX. 7.5 KM 0334439.0 |
 NN0625| NN0812 MARTY ST PAULS MISSION TANK         APPROX. 7.4 KM 0334604.3 |
 NN0625| CO4003 LYNCH AZ MK                                        1781729.5 |
 NN0625| CO4004 LYNCH RM 1                           12.154 METERS 18125     |
 NN0625| CO4005 LYNCH RM 2                            6.167 METERS 22012     |
 NN0625|---------------------------------------------------------------------|
 NN0625
 NN0625                          SUPERSEDED SURVEY CONTROL
 NN0625
 NN0625  NAD 83(1986)-  42 56 12.52178(N)    098 28 40.21169(W) AD(       ) 2
 NN0625  NAD 27      -  42 56 12.53700(N)    098 28 38.92000(W) AD(       ) 2
 NN0625
 NN0625.Superseded values are not recommended for survey control.
 NN0625
 NN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0625.See file dsdata.pdf to determine how the superseded data were derived.
 NN0625
 NN0625_MARKER: DS = TRIANGULATION STATION DISK
 NN0625_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0625+WITH SETTING: INTO GROUND
 NN0625_STAMPING: LYNCG 1948
 NN0625_MARK LOGO: CGS
 NN0625_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0625+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 NN0625
 NN0625  HISTORY     - Date     Condition        Report By
 NN0625  HISTORY     - 1948     MONUMENTED       CGS
 NN0625  HISTORY     - 20100402 GOOD             INDIV
 NN0625
 NN0625                          STATION DESCRIPTION
 NN0625
 NN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0625'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF THE TOWN
 NN0625'OF BRISTOW, ON THE NORTHERLY ONE OF TWO PROMINENT SHARP
 NN0625'PEAKS AND ABOUT 1.0 MILE SOUTHWEST OF THE MISSOURI RIVER.
 NN0625'THE MARK IS SET IN A 5 INCH STOVE PIPE FILLED WITH CONCRETE,
 NN0625'PROJECTS 2 INCHES AND THE DISK IS STAMPED LYNCH 1948.
 NN0625'
 NN0625'REFERENCE MARK NO. 1 IS 39.88 FEET SOUTH-SOUTHWEST OF THE
 NN0625'STATION.  THE MARK IS SET IN A 5 INCH STOVE PIPE FILLED WITH
 NN0625'CONCRETE, PROJECTS 2 INCHES AND THE DISK IS STAMPED LYNCH
 NN0625'NO 1 1948.
 NN0625'
 NN0625'REFERENCE MARK NO. 2 IS 20.23 FEET SOUTHWEST OF THE STATION.
 NN0625'THE MARK IS SET IN A 5 INCH STOVE PIPE FILLED WITH CONCRETE,
 NN0625'PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH NO 2 1948.
 NN0625'
 NN0625'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION AND 30
 NN0625'FEET WEST OF THE INTERSECTION OF A FORKS IN THE ROAD.  THE
 NN0625'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH 1948.
 NN0625'
 NN0625'NOTE- THIS STATION REPLACES AN OLD IRON BOLT MARK, IDENTIFICATION
 NN0625'UNKNOWN.
 NN0625'
 NN0625'TO REACH FROM THE POST OFFICE IN BRISTOW, GO NORTH ON GRAVELED
 NN0625'ROAD 5.15 MILES TO A T ROAD RIGHT, TURN RIGHT (EAST) 1.0 MILE
 NN0625'TO A T INTERSECTION, TURN LEFT (NORTH) 0.5 MILE TO A T ROAD
 NN0625'RIGHT, TURN RIGHT (EAST) 1.0 MILE TO A T INTERSECTION, TURN RIGHT
 NN0625'(SOUTH) 0.5 MILE, TURN LEFT (EAST), FOLLOWING MAIN ROAD 3.4 MILES
 NN0625'TO A T ROAD LEFT, TURN LEFT (NORTH) 1.2 MILE TO A FORK (AZIMUTH
 NN0625'MARK ON THE LEFT), KEEP LEFT FORK 0.1 MILE TO A WIRE GATE ON THE
 NN0625'RIGHT, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHERLY 0.4 MILE
 NN0625'TO THE END OF TRUCK TRAVEL AT THE EAST BASE OF THE NORTHERLY
 NN0625'ONE OF TWO SHARP PEAKS.
 NN0625'
 NN0625'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0625
 NN0625                          STATION RECOVERY (2010)
 NN0625
 NN0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 NN0625'THE STATION WAS FOUND IN GOOD CONDITION AND SEEMED TO BE SECURE.  THE
 NN0625'TWO REFERENCE MARKS WERE FOUND IN STABLE CONDITION, BUT NOW HAVE THE
 NN0625'TOP FOOT OF THE STOVE PIPE CASING EXPOSED DUE TO WIND EROSION.  THE
 NN0625'AZIMUTH MARK WAS FOUND TO BE PULLED OUT OF THE GROUND AND LYING
 NN0625'HORIZONTALLY IN A FENCE TO THE NORTH OF THE TRAVELED ROAD WHERE IT WAS
 NN0625'PREVIOUSLY DESCRIBED.
 NN0625'
 NN0625'THE LOCATION FOR THIS TRIANGULATION STATION IS ON THE HIGH HILL JUST
 NN0625'TO THE NORTH OF THE HISTORIC AND PROMINENT HILL KNOWN AS TOWER BUTTE
 NN0625'OR OLD BALDY.  THE PREVIOUS DESCRIPTION IS SUFFICIENT TO FIND THIS
 NN0625'MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0040 ***********************************************************************
 LH0040  DESIGNATION -  M
 LH0040  PID         -  LH0040
 LH0040  STATE/COUNTY-  NE/HALL
 LH0040  COUNTRY     -  US
 LH0040  USGS QUAD   -  DONIPHAN (2017)
 LH0040
 LH0040                         *CURRENT SURVEY CONTROL
 LH0040  ______________________________________________________________________
 LH0040* NAD 83(1986) POSITION- 40 46 22.     (N) 098 22 16.     (W)   SCALED
 LH0040* NAVD 88 ORTHO HEIGHT -   592.830 (meters)     1944.98  (feet) ADJUSTED
 LH0040  ______________________________________________________________________
 LH0040  GEOID HEIGHT    -        -25.106 (meters)                     GEOID18
 LH0040  DYNAMIC HEIGHT  -        592.510 (meters)     1943.93  (feet) COMP
 LH0040  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 LH0040
 LH0040  VERT ORDER      -  FIRST     CLASS II
 LH0040
 LH0040.The horizontal coordinates were scaled from a map and have
 LH0040.an estimated accuracy of +/- 6 seconds.
 LH0040
 LH0040.The orthometric height was determined by differential leveling and
 LH0040.adjusted by the NATIONAL GEODETIC SURVEY
 LH0040.in June 1991.
 LH0040
 LH0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0040.GEOID18 height accuracy estimate available here.
 LH0040
 LH0040.Click photographs - Photos may exist for this station.
 LH0040
 LH0040.The dynamic height is computed by dividing the NAVD 88
 LH0040.geopotential number by the normal gravity value computed on the
 LH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0040.degrees latitude (g = 980.6199 gals.).
 LH0040
 LH0040.The modeled gravity was interpolated from observed gravity values.
 LH0040
 LH0040;                    North         East    Units  Estimated Accuracy
 LH0040;SPC NE       -   105,600.      637,470.      MT  (+/- 180 meters Scaled)
 LH0040
 LH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL530137(NAD 83)
 LH0040
 LH0040                          SUPERSEDED SURVEY CONTROL
 LH0040
 LH0040  NGVD 29 (??/??/92)  592.591  (m)         1944.19   (f) ADJ UNCH    1 2
 LH0040
 LH0040.Superseded values are not recommended for survey control.
 LH0040
 LH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0040.See file dsdata.pdf to determine how the superseded data were derived.
 LH0040
 LH0040_MARKER: Q = CHISELED SQUARE
 LH0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0040_SP_SET: CONCRETE FOUNDATION
 LH0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0040
 LH0040  HISTORY     - Date     Condition        Report By
 LH0040  HISTORY     - 1899     MONUMENTED       CGS
 LH0040  HISTORY     - 1947     GOOD             CGS
 LH0040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0040  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0040  HISTORY     - 20010810 MARK NOT FOUND   USPSQD
 LH0040
 LH0040                          STATION DESCRIPTION
 LH0040
 LH0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0040'AT DONIPHAN.
 LH0040'AT DONIPHAN, ON THE TOP OF THE WEST STONE FOUNDATION OF THE
 LH0040'OLD BANK OF DONIPHAN BUILDING, THE BUILDING IS NOW OCCUPIED BY
 LH0040'GEORGE WEAVER TRANSFER CO., 2.6 FEET SOUTH OF THE NORTHWEST
 LH0040'CORNER OF THE BUILDING (MEASURED FROM THE BRICK PORTION OF
 LH0040'THE BUILDING AND NOT THE FOUNDATION), 0.2 OF A FOOT EAST OF
 LH0040'THE WEST FACE OF THE FOUNDATION, THE BOTTOM OF A CHISELED SQUARE
 LH0040'IN THE TOP OF THE FOUNDATION AND 1.3 FEET ABOVE THE SURFACE
 LH0040'OF THE GROUND.  THE FOUNDATION HAS STARTED TO CRUMBLE WITH
 LH0040'AGE AND IT IS DIFFICULT TO ASCERTAIN THE LOCATION OF THE CHISELED
 LH0040'SQUARE AS IT IS NOT VERY WELL DEFINED.
 LH0040
 LH0040                          STATION RECOVERY (1990)
 LH0040
 LH0040'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0040'MARK NOT FOUND.
 LH0040
 LH0040                          STATION RECOVERY (1991)
 LH0040
 LH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0040'THE BUILDING HAS BEEN DEMOLISHED.  ASSUMED DESTROYED.
 LH0040
 LH0040                          STATION RECOVERY (2001)
 LH0040
 LH0040'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0040'THE OLD BANK OF DONIPHAN BUILDING HAS BEEN DEMOLISHED.  THE BUILDING
 LH0040'FOUNDATION NO LONGER EXISTS.  THIS MARK SHOULD BE ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0124 ***********************************************************************
 MN0124  DESIGNATION -  M 10
 MN0124  PID         -  MN0124
 MN0124  STATE/COUNTY-  NE/MORRILL
 MN0124  COUNTRY     -  US
 MN0124  USGS QUAD   -  COWBOY HILL (2017)
 MN0124
 MN0124                         *CURRENT SURVEY CONTROL
 MN0124  ______________________________________________________________________
 MN0124* NAD 83(1986) POSITION- 41 58 14.26   (N) 102 58 31.33   (W)   HD_HELD1
 MN0124* NAVD 88 ORTHO HEIGHT -  1252.591 (meters)     4109.54  (feet) ADJUSTED
 MN0124  ______________________________________________________________________
 MN0124  GEOID HEIGHT    -        -18.898 (meters)                     GEOID18
 MN0124  DYNAMIC HEIGHT  -       1251.827 (meters)     4107.04  (feet) COMP
 MN0124  MODELED GRAVITY -    979,968.3   (mgal)                       NAVD 88
 MN0124
 MN0124  VERT ORDER      -  FIRST     CLASS II
 MN0124
 MN0124.The horizontal coordinates were determined by differentially corrected
 MN0124.hand held GPS observations or other comparable positioning techniques
 MN0124.and have an estimated accuracy of +/- 3 meters.
 MN0124
 MN0124.The orthometric height was determined by differential leveling and
 MN0124.adjusted by the NATIONAL GEODETIC SURVEY
 MN0124.in June 1991.
 MN0124
 MN0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0124.GEOID18 height accuracy estimate available here.
 MN0124
 MN0124.Click photographs - Photos may exist for this station.
 MN0124
 MN0124.The dynamic height is computed by dividing the NAVD 88
 MN0124.geopotential number by the normal gravity value computed on the
 MN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0124.degrees latitude (g = 980.6199 gals.).
 MN0124
 MN0124.The modeled gravity was interpolated from observed gravity values.
 MN0124
 MN0124;                    North         East    Units  Estimated Accuracy
 MN0124;SPC NE       -   241,538.5     253,499.8     MT  (+/- 3 meters HH1 GPS) 
 MN0124
 MN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6775548497(NAD 83)
 MN0124
 MN0124                          SUPERSEDED SURVEY CONTROL
 MN0124
 MN0124  NGVD 29 (??/??/92) 1251.990  (m)         4107.57   (f) ADJ UNCH    1 2
 MN0124
 MN0124.Superseded values are not recommended for survey control.
 MN0124
 MN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0124.See file dsdata.pdf to determine how the superseded data were derived.
 MN0124
 MN0124_MARKER: DB = BENCH MARK DISK
 MN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0124_STAMPING: M 10 1933 4107.370
 MN0124_MARK LOGO: CGS
 MN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0124+STABILITY: SURFACE MOTION
 MN0124
 MN0124  HISTORY     - Date     Condition        Report By
 MN0124  HISTORY     - 1933     MONUMENTED       CGS
 MN0124  HISTORY     - 1956     GOOD             CGS
 MN0124  HISTORY     - 1985     GOOD             NGS
 MN0124
 MN0124                          STATION DESCRIPTION
 MN0124
 MN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0124'10.4 MI SW FROM ALLIANCE.
 MN0124'10.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0124'RAILROAD FROM THE STATION AT ALLIANCE, 16 POLES SOUTHWEST OF
 MN0124'MILEPOST 10, 66.5 FEET NORTHWEST OF A FENCE, 25 FEET SOUTHEAST
 MN0124'OF THE SOUTHEAST RAIL, 30 FEET SOUTHEAST OF THE CENTER OF A PRIVATE
 MN0124'ROAD CROSSING, 1.5 FEET NORTHEAST OF A WITNESS POST, SET IN
 MN0124'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MN0124'GROUND, IN THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 23
 MN0124'NORTH, RANGE 49 WEST.
 MN0124
 MN0124                          STATION RECOVERY (1985)
 MN0124
 MN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0124'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0124'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 MN0124'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0708 ***********************************************************************
 ML0708  DESIGNATION -  M 116
 ML0708  PID         -  ML0708
 ML0708  STATE/COUNTY-  NE/SHERMAN
 ML0708  COUNTRY     -  US
 ML0708  USGS QUAD   -  ARCADIA SW (2017)
 ML0708
 ML0708                         *CURRENT SURVEY CONTROL
 ML0708  ______________________________________________________________________
 ML0708* NAD 83(1986) POSITION- 41 16 42.     (N) 099 11 55.     (W)   SCALED
 ML0708* NAVD 88 ORTHO HEIGHT -   690.708 (meters)     2266.10  (feet) ADJUSTED
 ML0708  ______________________________________________________________________
 ML0708  GEOID HEIGHT    -        -23.586 (meters)                     GEOID18
 ML0708  DYNAMIC HEIGHT  -        690.347 (meters)     2264.91  (feet) COMP
 ML0708  MODELED GRAVITY -    980,079.2   (mgal)                       NAVD 88
 ML0708
 ML0708  VERT ORDER      -  SECOND    CLASS 0
 ML0708
 ML0708.The horizontal coordinates were scaled from a map and have
 ML0708.an estimated accuracy of +/- 6 seconds.
 ML0708
 ML0708.The orthometric height was determined by differential leveling and
 ML0708.adjusted by the NATIONAL GEODETIC SURVEY
 ML0708.in June 1991.
 ML0708
 ML0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0708.GEOID18 height accuracy estimate available here.
 ML0708
 ML0708.Click photographs - Photos may exist for this station.
 ML0708
 ML0708.The dynamic height is computed by dividing the NAVD 88
 ML0708.geopotential number by the normal gravity value computed on the
 ML0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0708.degrees latitude (g = 980.6199 gals.).
 ML0708
 ML0708.The modeled gravity was interpolated from observed gravity values.
 ML0708
 ML0708;                    North         East    Units  Estimated Accuracy
 ML0708;SPC NE       -   160,740.      567,120.      MT  (+/- 180 meters Scaled)
 ML0708
 ML0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML833696(NAD 83)
 ML0708
 ML0708                          SUPERSEDED SURVEY CONTROL
 ML0708
 ML0708  NGVD 29 (??/??/92)  690.463  (m)         2265.29   (f) ADJ UNCH    2 0
 ML0708
 ML0708.Superseded values are not recommended for survey control.
 ML0708
 ML0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0708.See file dsdata.pdf to determine how the superseded data were derived.
 ML0708
 ML0708_MARKER: DB = BENCH MARK DISK
 ML0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0708_STAMPING: M 116 1934
 ML0708_MARK LOGO: CGS
 ML0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0708+STABILITY: SURFACE MOTION
 ML0708
 ML0708  HISTORY     - Date     Condition        Report By
 ML0708  HISTORY     - 1934     MONUMENTED       CGS
 ML0708  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0708  HISTORY     - 20100407 MARK NOT FOUND   NEGS
 ML0708
 ML0708                          STATION DESCRIPTION
 ML0708
 ML0708'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 ML0708'10.1 MI E FROM ANSLEY.
 ML0708'IN SHERMAN COUNTY, 10.1 MILES EAST ALONG STATE HIGHWAY 92 FROM
 ML0708'THE POST OFFICE AT ANSLEY, CUSTER COUNTY, 65 YARDS FROM A
 ML0708'FENCE RUNNING SOUTH, 32 FEET SOUTH OF THE CENTERLINE OF THE
 ML0708'HIGHWAY, AND 3.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 ML0708'STANDARD DISK, STAMPED M 116 1934 AND SET IN THE TOP OF A
 ML0708'CONCRETE POST.
 ML0708
 ML0708                          STATION RECOVERY (2010)
 ML0708
 ML0708'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0080 ***********************************************************************
 ML0080  DESIGNATION -  M 118
 ML0080  PID         -  ML0080
 ML0080  STATE/COUNTY-  NE/GREELEY
 ML0080  COUNTRY     -  US
 ML0080  USGS QUAD   -  SPALDING SE (2017)
 ML0080
 ML0080                         *CURRENT SURVEY CONTROL
 ML0080  ______________________________________________________________________
 ML0080* NAD 83(1986) POSITION- 41 36 33.     (N) 098 22 04.     (W)   SCALED
 ML0080* NAVD 88 ORTHO HEIGHT -   597.568 (meters)     1960.52  (feet) ADJUSTED
 ML0080  ______________________________________________________________________
 ML0080  GEOID HEIGHT    -        -24.515 (meters)                     GEOID18
 ML0080  DYNAMIC HEIGHT  -        597.282 (meters)     1959.58  (feet) COMP
 ML0080  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 ML0080
 ML0080  VERT ORDER      -  SECOND    CLASS 0
 ML0080
 ML0080.The horizontal coordinates were scaled from a map and have
 ML0080.an estimated accuracy of +/- 6 seconds.
 ML0080
 ML0080.The orthometric height was determined by differential leveling and
 ML0080.adjusted by the NATIONAL GEODETIC SURVEY
 ML0080.in June 1991.
 ML0080
 ML0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0080.GEOID18 height accuracy estimate available here.
 ML0080
 ML0080.Click photographs - Photos may exist for this station.
 ML0080
 ML0080.The dynamic height is computed by dividing the NAVD 88
 ML0080.geopotential number by the normal gravity value computed on the
 ML0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0080.degrees latitude (g = 980.6199 gals.).
 ML0080
 ML0080.The modeled gravity was interpolated from observed gravity values.
 ML0080
 ML0080;                    North         East    Units  Estimated Accuracy
 ML0080;SPC NE       -   198,450.      636,000.      MT  (+/- 180 meters Scaled)
 ML0080
 ML0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526065(NAD 83)
 ML0080
 ML0080                          SUPERSEDED SURVEY CONTROL
 ML0080
 ML0080  NGVD 29 (??/??/92)  597.328  (m)         1959.73   (f) ADJ UNCH    2 0
 ML0080
 ML0080.Superseded values are not recommended for survey control.
 ML0080
 ML0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0080.See file dsdata.pdf to determine how the superseded data were derived.
 ML0080
 ML0080_MARKER: DB = BENCH MARK DISK
 ML0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0080_STAMPING: M 118 1935
 ML0080_MARK LOGO: CGS
 ML0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0080+STABILITY: SURFACE MOTION
 ML0080
 ML0080  HISTORY     - Date     Condition        Report By
 ML0080  HISTORY     - 1935     MONUMENTED       CGS
 ML0080
 ML0080                          STATION DESCRIPTION
 ML0080
 ML0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0080'5.2 MI S FROM SPALDING.
 ML0080'5.2 MILES SOUTH OF POST OFFICE.  5.6 MI S OF UP RY STA.  ALONG
 ML0080'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, IN OPEN
 ML0080'SPACE BETWEEN TWO HILLS, 32.9 FEET EAST OF THE CENTER LINE OF
 ML0080'HIGHWAY, 5.6 FEET NORTH OF THE NORTH END OF FIELD ENTRANCE, 2.5
 ML0080'FEET BELOW THE LEVEL OF THE TOP OF HIGHWAY, 1.5 FEET EAST OF THE
 ML0080'RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0080 ***********************************************************************
 MM0080  DESIGNATION -  M 119
 MM0080  PID         -  MM0080
 MM0080  STATE/COUNTY-  NE/CUSTER
 MM0080  COUNTRY     -  US
 MM0080  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0080
 MM0080                         *CURRENT SURVEY CONTROL
 MM0080  ______________________________________________________________________
 MM0080* NAD 83(1986) POSITION- 41 05 29.     (N) 100 11 29.     (W)   SCALED
 MM0080* NAVD 88 ORTHO HEIGHT -   875.620 (meters)     2872.76  (feet) ADJUSTED
 MM0080  ______________________________________________________________________
 MM0080  GEOID HEIGHT    -        -22.598 (meters)                     GEOID18
 MM0080  DYNAMIC HEIGHT  -        875.119 (meters)     2871.12  (feet) COMP
 MM0080  MODELED GRAVITY -    980,021.6   (mgal)                       NAVD 88
 MM0080
 MM0080  VERT ORDER      -  SECOND    CLASS 0
 MM0080
 MM0080.The horizontal coordinates were scaled from a map and have
 MM0080.an estimated accuracy of +/- 6 seconds.
 MM0080
 MM0080.The orthometric height was determined by differential leveling and
 MM0080.adjusted by the NATIONAL GEODETIC SURVEY
 MM0080.in June 1991.
 MM0080
 MM0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0080.GEOID18 height accuracy estimate available here.
 MM0080
 MM0080.Click photographs - Photos may exist for this station.
 MM0080
 MM0080.The dynamic height is computed by dividing the NAVD 88
 MM0080.geopotential number by the normal gravity value computed on the
 MM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0080.degrees latitude (g = 980.6199 gals.).
 MM0080
 MM0080.The modeled gravity was interpolated from observed gravity values.
 MM0080
 MM0080;                    North         East    Units  Estimated Accuracy
 MM0080;SPC NE       -   139,700.      483,930.      MT  (+/- 180 meters Scaled)
 MM0080
 MM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL999495(NAD 83)
 MM0080
 MM0080                          SUPERSEDED SURVEY CONTROL
 MM0080
 MM0080  NGVD 29 (??/??/92)  875.347  (m)         2871.87   (f) ADJ UNCH    2 0
 MM0080
 MM0080.Superseded values are not recommended for survey control.
 MM0080
 MM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0080.See file dsdata.pdf to determine how the superseded data were derived.
 MM0080
 MM0080_MARKER: DB = BENCH MARK DISK
 MM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0080_STAMPING: M 119 1934
 MM0080_MARK LOGO: CGS
 MM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0080+STABILITY: SURFACE MOTION
 MM0080
 MM0080  HISTORY     - Date     Condition        Report By
 MM0080  HISTORY     - 1934     MONUMENTED       CGS
 MM0080  HISTORY     - 1942     MARK NOT FOUND   CGS
 MM0080  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0080
 MM0080                          STATION DESCRIPTION
 MM0080
 MM0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MM0080'12.2 MI N FROM GOTHENBURG.
 MM0080'IN CUSTER COUNTY, 12.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0080'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, AT THE NORTH END
 MM0080'OF A CURVE, ABOUT 2-1/2 POLES SOUTH OF A FARM ENTRANCE, ABOUT
 MM0080'100 FEET NORTH OF A FENCE LEADING WEST, AND 45 FEET WEST OF THE
 MM0080'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 119 1934
 MM0080'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IS IS PROBABLY
 MM0080'COVERED OVER THE SAND.  NOTE-- AREA HAS CHANGED DRASTILLY.
 MM0080
 MM0080                          STATION RECOVERY (1972)
 MM0080
 MM0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0040 ***********************************************************************
 MM0040  DESIGNATION -  M 120
 MM0040  PID         -  MM0040
 MM0040  STATE/COUNTY-  NE/LOGAN
 MM0040  COUNTRY     -  US
 MM0040  USGS QUAD   -  LOGAN (2017)
 MM0040
 MM0040                         *CURRENT SURVEY CONTROL
 MM0040  ______________________________________________________________________
 MM0040* NAD 83(1986) POSITION- 41 29 15.     (N) 100 17 14.     (W)   SCALED
 MM0040* NAVD 88 ORTHO HEIGHT -   844.888 (meters)     2771.94  (feet) ADJUSTED
 MM0040  ______________________________________________________________________
 MM0040  GEOID HEIGHT    -        -21.837 (meters)                     GEOID18
 MM0040  DYNAMIC HEIGHT  -        844.448 (meters)     2770.49  (feet) COMP
 MM0040  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 MM0040
 MM0040  VERT ORDER      -  SECOND    CLASS 0
 MM0040
 MM0040.The horizontal coordinates were scaled from a map and have
 MM0040.an estimated accuracy of +/- 6 seconds.
 MM0040
 MM0040.The orthometric height was determined by differential leveling and
 MM0040.adjusted by the NATIONAL GEODETIC SURVEY
 MM0040.in June 1991.
 MM0040
 MM0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0040.GEOID18 height accuracy estimate available here.
 MM0040
 MM0040.Click photographs - Photos may exist for this station.
 MM0040
 MM0040.The dynamic height is computed by dividing the NAVD 88
 MM0040.geopotential number by the normal gravity value computed on the
 MM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0040.degrees latitude (g = 980.6199 gals.).
 MM0040
 MM0040.The modeled gravity was interpolated from observed gravity values.
 MM0040
 MM0040;                    North         East    Units  Estimated Accuracy
 MM0040;SPC NE       -   183,690.      476,020.      MT  (+/- 180 meters Scaled)
 MM0040
 MM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL925936(NAD 83)
 MM0040
 MM0040                          SUPERSEDED SURVEY CONTROL
 MM0040
 MM0040  NGVD 29 (??/??/92)  844.627  (m)         2771.08   (f) ADJ UNCH    2 0
 MM0040
 MM0040.Superseded values are not recommended for survey control.
 MM0040
 MM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0040.See file dsdata.pdf to determine how the superseded data were derived.
 MM0040
 MM0040_MARKER: DB = BENCH MARK DISK
 MM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0040_STAMPING: M 120 1934
 MM0040_MARK LOGO: CGS
 MM0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0040+STABILITY: SURFACE MOTION
 MM0040
 MM0040  HISTORY     - Date     Condition        Report By
 MM0040  HISTORY     - 1934     MONUMENTED       CGS
 MM0040  HISTORY     - 1972     GOOD             USGS
 MM0040
 MM0040                          STATION DESCRIPTION
 MM0040
 MM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0040'6.9 MI NW FROM ARNOLD.
 MM0040'IN LOGAN COUNTY, ABOUT 6.9 MILES NORTHWEST ALONG THE UNION
 MM0040'PACIFIC RAILROAD FROM THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT
 MM0040'2-1/2 POLES SOUTHEAST OF MILEPOST 90, ABOUT 2-1/2 POLES NORTHWEST
 MM0040'OF THE NORTHWEST CORNER OF A TRESTLE, AND 47 FEET NORTHEAST OF THE
 MM0040'NORTHEAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED M 120
 MM0040'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0040
 MM0040                          STATION RECOVERY (1972)
 MM0040
 MM0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0733 ***********************************************************************
 ML0733  DESIGNATION -  M 122
 ML0733  PID         -  ML0733
 ML0733  STATE/COUNTY-  NE/BUFFALO
 ML0733  COUNTRY     -  US
 ML0733  USGS QUAD   -  HAZARD (2017)
 ML0733
 ML0733                         *CURRENT SURVEY CONTROL
 ML0733  ______________________________________________________________________
 ML0733* NAD 83(1986) POSITION- 41 02 49.     (N) 099 04 29.     (W)   SCALED
 ML0733* NAVD 88 ORTHO HEIGHT -   647.290 (meters)     2123.65  (feet) ADJUSTED
 ML0733  ______________________________________________________________________
 ML0733  GEOID HEIGHT    -        -23.977 (meters)                     GEOID18
 ML0733  DYNAMIC HEIGHT  -        646.946 (meters)     2122.52  (feet) COMP
 ML0733  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 ML0733
 ML0733  VERT ORDER      -  SECOND    CLASS 0
 ML0733
 ML0733.The horizontal coordinates were scaled from a map and have
 ML0733.an estimated accuracy of +/- 6 seconds.
 ML0733
 ML0733.The orthometric height was determined by differential leveling and
 ML0733.adjusted by the NATIONAL GEODETIC SURVEY
 ML0733.in June 1991.
 ML0733
 ML0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0733.GEOID18 height accuracy estimate available here.
 ML0733
 ML0733.Click photographs - Photos may exist for this station.
 ML0733
 ML0733.The dynamic height is computed by dividing the NAVD 88
 ML0733.geopotential number by the normal gravity value computed on the
 ML0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0733.degrees latitude (g = 980.6199 gals.).
 ML0733
 ML0733.The modeled gravity was interpolated from observed gravity values.
 ML0733
 ML0733;                    North         East    Units  Estimated Accuracy
 ML0733;SPC NE       -   135,160.      577,770.      MT  (+/- 180 meters Scaled)
 ML0733
 ML0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML937439(NAD 83)
 ML0733
 ML0733                          SUPERSEDED SURVEY CONTROL
 ML0733
 ML0733  NGVD 29 (??/??/92)  647.045  (m)         2122.85   (f) ADJ UNCH    2 0
 ML0733
 ML0733.Superseded values are not recommended for survey control.
 ML0733
 ML0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0733.See file dsdata.pdf to determine how the superseded data were derived.
 ML0733
 ML0733_MARKER: DB = BENCH MARK DISK
 ML0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0733_STAMPING: M 122 1935
 ML0733_MARK LOGO: CGS
 ML0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0733+STABILITY: SURFACE MOTION
 ML0733
 ML0733  HISTORY     - Date     Condition        Report By
 ML0733  HISTORY     - 1935     MONUMENTED       CGS
 ML0733  HISTORY     - 1949     GOOD             CGS
 ML0733  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0733  HISTORY     - 20190917 MARK NOT FOUND   NDOT
 ML0733
 ML0733                          STATION DESCRIPTION
 ML0733
 ML0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0733'3.4 MI SW FROM SWEETWATER.
 ML0733'0.2 MILE WEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT
 ML0733'SWEETWATER, THENCE 3.2 MILES SOUTHWEST ALONG STATE HIGHWAYS
 ML0733'10 AND 45, 100 YARDS SOUTH OF A VACANT SERVICE STATION, 150
 ML0733'FEET EAST OF THE EXTENDED CENTER LINE OF U.S. HIGHWAY 83, 130
 ML0733'FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, 41 FEET
 ML0733'SOUTH OF THE CENTER LINE OF STATE HIGHWAYS 10 AND 45, 2.0 FEET
 ML0733'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0733'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0733
 ML0733                          STATION RECOVERY (1995)
 ML0733
 ML0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0733'SEARCHED FOR BUT DID NOT LOCATE.
 ML0733
 ML0733                          STATION RECOVERY (2019)
 ML0733
 ML0733'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 ML0733'AREA DESCRIBED NO LONGER AREA DESCRIBED - SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0450 ***********************************************************************
 NN0450  DESIGNATION -  M 126 RESET
 NN0450  PID         -  NN0450
 NN0450  STATE/COUNTY-  NE/GARFIELD
 NN0450  COUNTRY     -  US
 NN0450  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0450
 NN0450                         *CURRENT SURVEY CONTROL
 NN0450  ______________________________________________________________________
 NN0450* NAD 83(1986) POSITION- 42 02 11.     (N) 099 04 11.     (W)   SCALED
 NN0450* NAVD 88 ORTHO HEIGHT -   702.10  (meters)     2303.5   (feet) RESET
 NN0450  ______________________________________________________________________
 NN0450  GEOID HEIGHT    -        -23.356 (meters)                     GEOID18
 NN0450  VERT ORDER      -  THIRD
 NN0450
 NN0450.The horizontal coordinates were scaled from a map and have
 NN0450.an estimated accuracy of +/- 6 seconds.
 NN0450
 NN0450.The orthometric height was computed from unverified reset data.
 NN0450
 NN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0450.GEOID18 height accuracy estimate available here.
 NN0450
 NN0450.Click photographs - Photos may exist for this station.
 NN0450
 NN0450;                    North         East    Units  Estimated Accuracy
 NN0450;SPC NE       -   245,010.      577,010.      MT  (+/- 180 meters Scaled)
 NN0450
 NN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM942538(NAD 83)
 NN0450
 NN0450                          SUPERSEDED SURVEY CONTROL
 NN0450
 NN0450  NGVD 29 (??/??/??)  701.85   (m)         2302.7    (f) RESET       3  
 NN0450
 NN0450.Superseded values are not recommended for survey control.
 NN0450
 NN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0450.See file dsdata.pdf to determine how the superseded data were derived.
 NN0450
 NN0450_MARKER: DB = BENCH MARK DISK
 NN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0450_STAMPING: M 126 RESET 1964
 NN0450_MARK LOGO: CGS
 NN0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0450+STABILITY: SURFACE MOTION
 NN0450
 NN0450  HISTORY     - Date     Condition        Report By
 NN0450  HISTORY     - 1964     MONUMENTED       CGS
 NN0450
 NN0450                          STATION DESCRIPTION
 NN0450
 NN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0450'20.2 MI NE FROM BURWELL.
 NN0450'0.5 MILE EAST FROM THE COURTHOUSE IN BURWELL, GARFIELD COUNTY,
 NN0450'THENCE NORTH ALONG STATE HIGHWAYS 11 AND 91 FOR 0.2 MILE TO THE
 NN0450'BRIDGE OVER THE LOUP RIVER, THEN 1.1 MILES NORTH AND EAST ALONG
 NN0450'STATE HIGHWAYS 11 AND 91 TO THEIR JUNCTION, THENCE 18.4 MILES
 NN0450'NORTH ALONG STATE HIGHWAY 11 TO THE BENCH MARK ON THE RIGHT,
 NN0450'ABOUT 1/4 MILE SOUTHEAST OF DEWEY LEES RANCH BUILDINGS, 168 FEET
 NN0450'SOUTH OF AN EAST-WEST FENCE, 71 FEET EAST OF THE CENTERLINE OF
 NN0450'NEW STATE HIGHWAY 11, 5 FEET SOUTH OF A POWER POLE, AND 1 FOOT
 NN0450'NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 NN0450'AND THE DISK IS STAMPED M 126 RESET 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0201 ***********************************************************************
 NN0201  DESIGNATION -  M 127
 NN0201  PID         -  NN0201
 NN0201  STATE/COUNTY-  NE/HOLT
 NN0201  COUNTRY     -  US
 NN0201  USGS QUAD   -  O'NEILL (2017)
 NN0201
 NN0201                         *CURRENT SURVEY CONTROL
 NN0201  ______________________________________________________________________
 NN0201* NAD 83(1986) POSITION- 42 27 33.     (N) 098 41 47.     (W)   SCALED
 NN0201* NAVD 88 ORTHO HEIGHT -   606.697 (meters)     1990.47  (feet) ADJUSTED
 NN0201  ______________________________________________________________________
 NN0201  GEOID HEIGHT    -        -24.335 (meters)                     GEOID18
 NN0201  DYNAMIC HEIGHT  -        606.465 (meters)     1989.71  (feet) COMP
 NN0201  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 NN0201
 NN0201  VERT ORDER      -  FIRST     CLASS II
 NN0201
 NN0201.The horizontal coordinates were scaled from a map and have
 NN0201.an estimated accuracy of +/- 6 seconds.
 NN0201
 NN0201.The orthometric height was determined by differential leveling and
 NN0201.adjusted by the NATIONAL GEODETIC SURVEY
 NN0201.in June 1991.
 NN0201
 NN0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0201.GEOID18 height accuracy estimate available here.
 NN0201
 NN0201.Click photographs - Photos may exist for this station.
 NN0201
 NN0201.The dynamic height is computed by dividing the NAVD 88
 NN0201.geopotential number by the normal gravity value computed on the
 NN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0201.degrees latitude (g = 980.6199 gals.).
 NN0201
 NN0201.The modeled gravity was interpolated from observed gravity values.
 NN0201
 NN0201;                    North         East    Units  Estimated Accuracy
 NN0201;SPC NE       -   292,360.      607,200.      MT  (+/- 180 meters Scaled)
 NN0201
 NN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN249008(NAD 83)
 NN0201
 NN0201                          SUPERSEDED SURVEY CONTROL
 NN0201
 NN0201  NGVD 29 (??/??/92)  606.492  (m)         1989.80   (f) ADJ UNCH    1 2
 NN0201
 NN0201.Superseded values are not recommended for survey control.
 NN0201
 NN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0201.See file dsdata.pdf to determine how the superseded data were derived.
 NN0201
 NN0201_MARKER: DB = BENCH MARK DISK
 NN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0201_STAMPING: M 127 1935
 NN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0201+STABILITY: SURFACE MOTION
 NN0201
 NN0201  HISTORY     - Date     Condition        Report By
 NN0201  HISTORY     - 1935     MONUMENTED       CGS
 NN0201  HISTORY     - 1946     GOOD             CGS
 NN0201
 NN0201                          STATION DESCRIPTION
 NN0201
 NN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0201'2.5 MI W FROM O NEILL.
 NN0201'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0201'THE STATION AT O NEILL, HOLT COUNTY, 14 RAILS EAST OF BRIDGE
 NN0201'302, 62.9 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 45.9
 NN0201'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2.5 FEET
 NN0201'NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 NN0201'STAMPED M 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1317 ***********************************************************************
 NM1317  DESIGNATION -  M 128
 NM1317  PID         -  NM1317
 NM1317  STATE/COUNTY-  NE/ANTELOPE
 NM1317  COUNTRY     -  US
 NM1317  USGS QUAD   -  OAKDALE (2017)
 NM1317
 NM1317                         *CURRENT SURVEY CONTROL
 NM1317  ______________________________________________________________________
 NM1317* NAD 83(1986) POSITION- 42 04 01.     (N) 097 55 50.     (W)   SCALED
 NM1317* NAVD 88 ORTHO HEIGHT -   514.076 (meters)     1686.60  (feet) ADJUSTED
 NM1317  ______________________________________________________________________
 NM1317  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 NM1317  DYNAMIC HEIGHT  -        513.871 (meters)     1685.93  (feet) COMP
 NM1317  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 NM1317
 NM1317  VERT ORDER      -  SECOND    CLASS 0
 NM1317
 NM1317.The horizontal coordinates were scaled from a map and have
 NM1317.an estimated accuracy of +/- 6 seconds.
 NM1317
 NM1317.The orthometric height was determined by differential leveling and
 NM1317.adjusted by the NATIONAL GEODETIC SURVEY
 NM1317.in June 1991.
 NM1317
 NM1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1317.GEOID18 height accuracy estimate available here.
 NM1317
 NM1317.Click photographs - Photos may exist for this station.
 NM1317
 NM1317.The dynamic height is computed by dividing the NAVD 88
 NM1317.geopotential number by the normal gravity value computed on the
 NM1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1317.degrees latitude (g = 980.6199 gals.).
 NM1317
 NM1317.The modeled gravity was interpolated from observed gravity values.
 NM1317
 NM1317;                    North         East    Units  Estimated Accuracy
 NM1317;SPC NE       -   250,040.      671,210.      MT  (+/- 180 meters Scaled)
 NM1317
 NM1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM884577(NAD 83)
 NM1317
 NM1317                          SUPERSEDED SURVEY CONTROL
 NM1317
 NM1317  NGVD 29 (??/??/92)  513.871  (m)         1685.93   (f) ADJ UNCH    2 0
 NM1317
 NM1317.Superseded values are not recommended for survey control.
 NM1317
 NM1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1317.See file dsdata.pdf to determine how the superseded data were derived.
 NM1317
 NM1317_MARKER: DB = BENCH MARK DISK
 NM1317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1317_SP_SET: CULVERT HEADWALL
 NM1317_STAMPING: M 128 1935
 NM1317_MARK LOGO: CGS
 NM1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1317+STABILITY: SURFACE MOTION
 NM1317
 NM1317  HISTORY     - Date     Condition        Report By
 NM1317  HISTORY     - 1935     MONUMENTED       CGS
 NM1317  HISTORY     - 1950     MARK NOT FOUND   CGS
 NM1317
 NM1317                          STATION DESCRIPTION
 NM1317
 NM1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1317'1.8 MI SE FROM OAKDALE.
 NM1317'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN NELIGH AND
 NM1317'TILDEN, 27.2 FEET NORTH OF THE RIGHT OF WAY FENCE, 21.6 FEET
 NM1317'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, A STANDARD MARK SET
 NM1317'HORIZONTALLY IN THE EAST END OF RAILROAD STONE CULVERT NO. 202.
 NM1317
 NM1317                          STATION RECOVERY (1950)
 NM1317
 NM1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NM1317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0329 ***********************************************************************
 LG0329  DESIGNATION -  M 13
 LG0329  PID         -  LG0329
 LG0329  STATE/COUNTY-  NE/LANCASTER
 LG0329  COUNTRY     -  US
 LG0329  USGS QUAD   -  CRETE NORTH (2017)
 LG0329
 LG0329                         *CURRENT SURVEY CONTROL
 LG0329  ______________________________________________________________________
 LG0329* NAD 83(1986) POSITION- 40 41 50.     (N) 096 52 30.     (W)   SCALED
 LG0329* NAVD 88 ORTHO HEIGHT -   402.051 (meters)     1319.06  (feet) ADJUSTED
 LG0329  ______________________________________________________________________
 LG0329  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 LG0329  DYNAMIC HEIGHT  -        401.857 (meters)     1318.43  (feet) COMP
 LG0329  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 LG0329
 LG0329  VERT ORDER      -  FIRST     CLASS II
 LG0329
 LG0329.The horizontal coordinates were scaled from a map and have
 LG0329.an estimated accuracy of +/- 6 seconds.
 LG0329
 LG0329.The orthometric height was determined by differential leveling and
 LG0329.adjusted by the NATIONAL GEODETIC SURVEY
 LG0329.in June 1991.
 LG0329
 LG0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0329.GEOID18 height accuracy estimate available here.
 LG0329
 LG0329.Click photographs - Photos may exist for this station.
 LG0329
 LG0329.The dynamic height is computed by dividing the NAVD 88
 LG0329.geopotential number by the normal gravity value computed on the
 LG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0329.degrees latitude (g = 980.6199 gals.).
 LG0329
 LG0329.The modeled gravity was interpolated from observed gravity values.
 LG0329
 LG0329;                    North         East    Units  Estimated Accuracy
 LG0329;SPC NE       -   100,690.      764,000.      MT  (+/- 180 meters Scaled)
 LG0329
 LG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL795073(NAD 83)
 LG0329
 LG0329                          SUPERSEDED SURVEY CONTROL
 LG0329
 LG0329  NGVD 29 (??/??/92)  401.928  (m)         1318.66   (f) ADJ UNCH    1 2
 LG0329
 LG0329.Superseded values are not recommended for survey control.
 LG0329
 LG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0329.See file dsdata.pdf to determine how the superseded data were derived.
 LG0329
 LG0329_MARKER: DB = BENCH MARK DISK
 LG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0329_STAMPING: 1318.360 M 13 1933
 LG0329_MARK LOGO: CGS
 LG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0329+STABILITY: SURFACE MOTION
 LG0329
 LG0329  HISTORY     - Date     Condition        Report By
 LG0329  HISTORY     - 1933     MONUMENTED       CGS
 LG0329  HISTORY     - 1953     GOOD             CGS
 LG0329  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0329
 LG0329                          STATION DESCRIPTION
 LG0329
 LG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LG0329'3.5 MI SW FROM DENTON.
 LG0329'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0329'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 22 RAILS
 LG0329'NORTH OF MILEPOST 73, AT AN OLD ROAD CROSSING, 33 FEET NORTH
 LG0329'OF THE CENTERLINE OF THE ROAD, 29 FEET WEST OF THE WEST RAIL, 29
 LG0329'FEET NORTHWEST OF A CROSSING SIGN, AND 4 FEET EAST OF A POLE.  A
 LG0329'STANDARD DISK, STAMPED 1318.360 M 13 1933 AND SET IN THE TOP OF A
 LG0329'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- IT WAS
 LG0329'REPORTED IN JULY 1953 THAT NEW ROAD CONSTRUCTION IS PLANNED IN
 LG0329'THIS AREA AND THE MARK WILL BE ABOUT 100 FEET SOUTH OF THE POINT
 LG0329'WHERE THE NEW ROAD CROSSES THE TRACK.
 LG0329
 LG0329                          STATION RECOVERY (1991)
 LG0329
 LG0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0329'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0351 ***********************************************************************
 NO0351  DESIGNATION -  M 130
 NO0351  PID         -  NO0351
 NO0351  STATE/COUNTY-  NE/CHERRY
 NO0351  COUNTRY     -  US
 NO0351  USGS QUAD   -  MERRIMAN SW (2017)
 NO0351
 NO0351                         *CURRENT SURVEY CONTROL
 NO0351  ______________________________________________________________________
 NO0351* NAD 83(1986) POSITION- 42 50 30.23   (N) 101 42 42.34   (W)   HD_HELD1
 NO0351* NAVD 88 ORTHO HEIGHT -   993.279 (meters)     3258.78  (feet) ADJUSTED
 NO0351  ______________________________________________________________________
 NO0351  GEOID HEIGHT    -        -19.319 (meters)                     GEOID18
 NO0351  DYNAMIC HEIGHT  -        992.830 (meters)     3257.31  (feet) COMP
 NO0351  MODELED GRAVITY -    980,135.4   (mgal)                       NAVD 88
 NO0351
 NO0351  VERT ORDER      -  SECOND    CLASS 0
 NO0351
 NO0351.The horizontal coordinates were determined by differentially corrected
 NO0351.hand held GPS observations or other comparable positioning techniques
 NO0351.and have an estimated accuracy of +/- 3 meters.
 NO0351
 NO0351.The orthometric height was determined by differential leveling and
 NO0351.adjusted by the NATIONAL GEODETIC SURVEY
 NO0351.in June 1991.
 NO0351
 NO0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0351.GEOID18 height accuracy estimate available here.
 NO0351
 NO0351.Click photographs - Photos may exist for this station.
 NO0351
 NO0351.The dynamic height is computed by dividing the NAVD 88
 NO0351.geopotential number by the normal gravity value computed on the
 NO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0351.degrees latitude (g = 980.6199 gals.).
 NO0351
 NO0351.The modeled gravity was interpolated from observed gravity values.
 NO0351
 NO0351;                    North         East    Units  Estimated Accuracy
 NO0351;SPC NE       -   335,424.6     360,082.4     MT  (+/- 3 meters HH1 GPS) 
 NO0351
 NO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7839546806(NAD 83)
 NO0351
 NO0351                          SUPERSEDED SURVEY CONTROL
 NO0351
 NO0351  NGVD 29 (??/??/92)  992.854  (m)         3257.39   (f) ADJ UNCH    2 0
 NO0351
 NO0351.Superseded values are not recommended for survey control.
 NO0351
 NO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0351.See file dsdata.pdf to determine how the superseded data were derived.
 NO0351
 NO0351_MARKER: DB = BENCH MARK DISK
 NO0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0351_STAMPING: M 130 1934
 NO0351_MARK LOGO: CGS
 NO0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0351+STABILITY: SURFACE MOTION
 NO0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0351+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0351
 NO0351  HISTORY     - Date     Condition        Report By
 NO0351  HISTORY     - 1934     MONUMENTED       CGS
 NO0351  HISTORY     - 1948     GOOD             CGS
 NO0351  HISTORY     - 19990914 GOOD             NEDR
 NO0351
 NO0351                          STATION DESCRIPTION
 NO0351
 NO0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0351'6.2 MI S FROM MERRIMAN.
 NO0351'6.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0351'COUNTY, 2.5 MILES NORTH OF NIOBRARA RIVER, 110 YARDS WEST OF A
 NO0351'WINDMILL AND TANK, AND 51 YARDS WEST OF THE CENTERLINE OF THE
 NO0351'HIGHWAY.  A STANDARD DISK, STAMPED M 130 1934 AND SET IN THE
 NO0351'TOP OF A CONCRETE POST.  5.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM
 NO0351'0.6 MILES WEST FROM MERRIMAN, 2 MILES NORTH OF NIOBRARA RIVER,
 NO0351'IN NORTHEAST 1/4 SEC. 18, T. 33 N., R. 37 W., 279 FEET SOUTHWEST
 NO0351'OF WINDMILL.
 NO0351
 NO0351                          STATION RECOVERY (1999)
 NO0351
 NO0351'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0351'REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 61,
 NO0351'AT MERRIMAN, GO SOUTH ON HIGHWAY 61 FOR 5.65 MI (9.09 KM) TO A GATE ON
 NO0351'THE RIGHT AT MP 220.15.  PASS THROUGH THE GATE AND FOLLOW A DIM TRAIL
 NO0351'WEST AND SOUTHWESTERLY FOR 0.5 MI.  (0.8 KM) BEAR LEFT, LEAVING THE
 NO0351'TRAIL AND GO SOUTH FOR 0.1 MI (0.2 KM) TO A UTILITY POLE AND A STOCK
 NO0351'TANK.  CONTINUE SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE MARK IN A 15 FT
 NO0351'(4.6 M) DIAMETER DEPRESSION CAUSED BY CATTLE RUBBING AGAINST THE
 NO0351'MARKER.  IT IS 550 FT (167.6 M) SOUTHWEST OF A STOCK TANK, 9.68 FT
 NO0351'(2.95 M) NORTHEAST OF A WITNESS POST AND IS IN SEC 18, T33N, R37W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0866 ***********************************************************************
 MK0866  DESIGNATION -  M 130
 MK0866  PID         -  MK0866
 MK0866  STATE/COUNTY-  NE/COLFAX
 MK0866  COUNTRY     -  US
 MK0866  USGS QUAD   -  ROGERS (2017)
 MK0866
 MK0866                         *CURRENT SURVEY CONTROL
 MK0866  ______________________________________________________________________
 MK0866* NAD 83(1986) POSITION- 41 27 47.     (N) 096 54 55.     (W)   SCALED
 MK0866* NAVD 88 ORTHO HEIGHT -   399.570 (meters)     1310.92  (feet) ADJUSTED
 MK0866  ______________________________________________________________________
 MK0866  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 MK0866  DYNAMIC HEIGHT  -        399.400 (meters)     1310.36  (feet) COMP
 MK0866  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 MK0866
 MK0866  VERT ORDER      -  SECOND    CLASS 0
 MK0866
 MK0866.The horizontal coordinates were scaled from a map and have
 MK0866.an estimated accuracy of +/- 6 seconds.
 MK0866
 MK0866.The orthometric height was determined by differential leveling and
 MK0866.adjusted by the NATIONAL GEODETIC SURVEY
 MK0866.in June 1991.
 MK0866
 MK0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0866.GEOID18 height accuracy estimate available here.
 MK0866
 MK0866.Click photographs - Photos may exist for this station.
 MK0866
 MK0866.The dynamic height is computed by dividing the NAVD 88
 MK0866.geopotential number by the normal gravity value computed on the
 MK0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0866.degrees latitude (g = 980.6199 gals.).
 MK0866
 MK0866.The modeled gravity was interpolated from observed gravity values.
 MK0866
 MK0866;                    North         East    Units  Estimated Accuracy
 MK0866;SPC NE       -   185,540.      757,570.      MT  (+/- 180 meters Scaled)
 MK0866
 MK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL741922(NAD 83)
 MK0866
 MK0866                          SUPERSEDED SURVEY CONTROL
 MK0866
 MK0866  NGVD 29 (??/??/92)  399.411  (m)         1310.40   (f) ADJ UNCH    2 0
 MK0866
 MK0866.Superseded values are not recommended for survey control.
 MK0866
 MK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0866.See file dsdata.pdf to determine how the superseded data were derived.
 MK0866
 MK0866_MARKER: DB = BENCH MARK DISK
 MK0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0866_STAMPING: M 130 1935
 MK0866_MARK LOGO: CGS
 MK0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0866+STABILITY: SURFACE MOTION
 MK0866
 MK0866  HISTORY     - Date     Condition        Report By
 MK0866  HISTORY     - 1935     MONUMENTED       CGS
 MK0866  HISTORY     - 1966     POOR             CGS
 MK0866
 MK0866                          STATION DESCRIPTION
 MK0866
 MK0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0866'IN ROGERS.
 MK0866'IN ROGERS ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND
 MK0866'FREEMONT, NEBRASKA, JUST EAST OF ROGERS DEPOT.  57.0 FEET EAST
 MK0866'OF THE NORTHEAST CORNER OF THE DEPOT, 41.0 FEET NORTH OF NORTH
 MK0866'RAIL OF MAIN TRACK, AND 10.6 FEET SOUTH OF SOUTH RAIL OF SIDE
 MK0866'TRACK.
 MK0866
 MK0866                          STATION RECOVERY (1966)
 MK0866
 MK0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0866'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0080 ***********************************************************************
 MK0080  DESIGNATION -  M 131
 MK0080  PID         -  MK0080
 MK0080  STATE/COUNTY-  NE/WASHINGTON
 MK0080  COUNTRY     -  US
 MK0080  USGS QUAD   -  BLAIR (2017)
 MK0080
 MK0080                         *CURRENT SURVEY CONTROL
 MK0080  ______________________________________________________________________
 MK0080* NAD 83(1986) POSITION- 41 31 17.     (N) 096 09 57.     (W)   SCALED
 MK0080* NAVD 88 ORTHO HEIGHT -   370.249 (meters)     1214.73  (feet) ADJUSTED
 MK0080  ______________________________________________________________________
 MK0080  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 MK0080  DYNAMIC HEIGHT  -        370.075 (meters)     1214.15  (feet) COMP
 MK0080  MODELED GRAVITY -    980,144.7   (mgal)                       NAVD 88
 MK0080
 MK0080  VERT ORDER      -  SECOND    CLASS 0
 MK0080
 MK0080.The horizontal coordinates were scaled from a map and have
 MK0080.an estimated accuracy of +/- 6 seconds.
 MK0080
 MK0080.The orthometric height was determined by differential leveling and
 MK0080.adjusted by the NATIONAL GEODETIC SURVEY
 MK0080.in June 1991.
 MK0080
 MK0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0080.GEOID18 height accuracy estimate available here.
 MK0080
 MK0080.Click photographs - Photos may exist for this station.
 MK0080
 MK0080.The dynamic height is computed by dividing the NAVD 88
 MK0080.geopotential number by the normal gravity value computed on the
 MK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0080.degrees latitude (g = 980.6199 gals.).
 MK0080
 MK0080.The modeled gravity was interpolated from observed gravity values.
 MK0080
 MK0080;                    North         East    Units  Estimated Accuracy
 MK0080;SPC NE       -   194,510.      819,820.      MT  (+/- 180 meters Scaled)
 MK0080
 MK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364005(NAD 83)
 MK0080
 MK0080                          SUPERSEDED SURVEY CONTROL
 MK0080
 MK0080  NGVD 29 (??/??/92)  370.098  (m)         1214.23   (f) ADJ UNCH    2 0
 MK0080
 MK0080.Superseded values are not recommended for survey control.
 MK0080
 MK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0080.See file dsdata.pdf to determine how the superseded data were derived.
 MK0080
 MK0080_MARKER: DB = BENCH MARK DISK
 MK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0080_STAMPING: M 131 1935
 MK0080_MARK LOGO: CGS
 MK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0080+STABILITY: SURFACE MOTION
 MK0080
 MK0080  HISTORY     - Date     Condition        Report By
 MK0080  HISTORY     - 1935     MONUMENTED       CGS
 MK0080  HISTORY     - 1947     GOOD             CGS
 MK0080  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0080
 MK0080                          STATION DESCRIPTION
 MK0080
 MK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0080'2.9 MI SW FROM BLAIR.
 MK0080'2.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0080'FROM THE STATION AT BLAIR, WASHINGTON COUNTY, 8-1/2 RAILS WEST
 MK0080'OF MILEPOST 16, AT A ROAD CROSSING, 49 FEET SOUTHWEST OF THE CENTER
 MK0080'OF THE CROSSING, 42.4 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH
 MK0080'THE TRACK.  A STANDARD DISK, STAMPED M 131 1935 AND SET IN THE TOP
 MK0080'OF A CONCRETE POST.  NOTE-- VERY TALL GRASS.
 MK0080
 MK0080                          STATION RECOVERY (1965)
 MK0080
 MK0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1111 ***********************************************************************
 MK1111  DESIGNATION -  M 132
 MK1111  PID         -  MK1111
 MK1111  STATE/COUNTY-  NE/DODGE
 MK1111  COUNTRY     -  US
 MK1111  USGS QUAD   -  HOOPER (2017)
 MK1111
 MK1111                         *CURRENT SURVEY CONTROL
 MK1111  ______________________________________________________________________
 MK1111* NAD 83(1986) POSITION- 41 36 36.     (N) 096 32 51.     (W)   SCALED
 MK1111* NAVD 88 ORTHO HEIGHT -   374.442 (meters)     1228.48  (feet) ADJUSTED
 MK1111  ______________________________________________________________________
 MK1111  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 MK1111  DYNAMIC HEIGHT  -        374.293 (meters)     1227.99  (feet) COMP
 MK1111  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 MK1111
 MK1111  VERT ORDER      -  SECOND    CLASS 0
 MK1111
 MK1111.The horizontal coordinates were scaled from a map and have
 MK1111.an estimated accuracy of +/- 6 seconds.
 MK1111
 MK1111.The orthometric height was determined by differential leveling and
 MK1111.adjusted by the NATIONAL GEODETIC SURVEY
 MK1111.in June 1991.
 MK1111
 MK1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1111.GEOID18 height accuracy estimate available here.
 MK1111
 MK1111.Click photographs - Photos may exist for this station.
 MK1111
 MK1111.The dynamic height is computed by dividing the NAVD 88
 MK1111.geopotential number by the normal gravity value computed on the
 MK1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1111.degrees latitude (g = 980.6199 gals.).
 MK1111
 MK1111.The modeled gravity was interpolated from observed gravity values.
 MK1111
 MK1111;                    North         East    Units  Estimated Accuracy
 MK1111;SPC NE       -   203,000.      787,610.      MT  (+/- 180 meters Scaled)
 MK1111
 MK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM043093(NAD 83)
 MK1111
 MK1111                          SUPERSEDED SURVEY CONTROL
 MK1111
 MK1111  NGVD 29 (??/??/92)  374.304  (m)         1228.03   (f) ADJ UNCH    2 0
 MK1111
 MK1111.Superseded values are not recommended for survey control.
 MK1111
 MK1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1111.See file dsdata.pdf to determine how the superseded data were derived.
 MK1111
 MK1111_MARKER: DB = BENCH MARK DISK
 MK1111_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1111_STAMPING: M 132 1935
 MK1111_MARK LOGO: CGS
 MK1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1111
 MK1111  HISTORY     - Date     Condition        Report By
 MK1111  HISTORY     - 1935     MONUMENTED       CGS
 MK1111  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1111  HISTORY     - 1973     MARK NOT FOUND   NGS
 MK1111
 MK1111                          STATION DESCRIPTION
 MK1111
 MK1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MK1111'AT HOOPER.
 MK1111'97 FEET SOUTH AND DIRECTLY ACROSS THE TRACK FROM THE STATION,
 MK1111'89 FEET SOUTHEAST OF A SIGNAL TOWER, AND 75 FEET SOUTH OF THE
 MK1111'SOUTH RAIL OF THE MAIN TRACK.  SET IN THE TOP OF A CONCRETE
 MK1111'POST.  NOTE-- IT IS BELIEVED IT WAS DESTROYED WHEN THE STATION
 MK1111'WAS REMOVED AT HOOPER.
 MK1111
 MK1111                          STATION RECOVERY (1973)
 MK1111
 MK1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MK1111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1176 ***********************************************************************
 MK1176  DESIGNATION -  M 133
 MK1176  PID         -  MK1176
 MK1176  STATE/COUNTY-  NE/COLFAX
 MK1176  COUNTRY     -  US
 MK1176  USGS QUAD   -  CLARKSON SE (2017)
 MK1176
 MK1176                         *CURRENT SURVEY CONTROL
 MK1176  ______________________________________________________________________
 MK1176* NAD 83(1986) POSITION- 41 33 52.     (N) 097 03 33.     (W)   SCALED
 MK1176* NAVD 88 ORTHO HEIGHT -   433.183 (meters)     1421.20  (feet) ADJUSTED
 MK1176  ______________________________________________________________________
 MK1176  GEOID HEIGHT    -        -25.582 (meters)                     GEOID18
 MK1176  DYNAMIC HEIGHT  -        432.995 (meters)     1420.58  (feet) COMP
 MK1176  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 MK1176
 MK1176  VERT ORDER      -  SECOND    CLASS 0
 MK1176
 MK1176.The horizontal coordinates were scaled from a map and have
 MK1176.an estimated accuracy of +/- 6 seconds.
 MK1176
 MK1176.The orthometric height was determined by differential leveling and
 MK1176.adjusted by the NATIONAL GEODETIC SURVEY
 MK1176.in June 1991.
 MK1176
 MK1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1176.GEOID18 height accuracy estimate available here.
 MK1176
 MK1176.Click photographs - Photos may exist for this station.
 MK1176
 MK1176.The dynamic height is computed by dividing the NAVD 88
 MK1176.geopotential number by the normal gravity value computed on the
 MK1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1176.degrees latitude (g = 980.6199 gals.).
 MK1176
 MK1176.The modeled gravity was interpolated from observed gravity values.
 MK1176
 MK1176;                    North         East    Units  Estimated Accuracy
 MK1176;SPC NE       -   196,370.      745,170.      MT  (+/- 180 meters Scaled)
 MK1176
 MK1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM618032(NAD 83)
 MK1176
 MK1176                          SUPERSEDED SURVEY CONTROL
 MK1176
 MK1176  NGVD 29 (??/??/92)  433.002  (m)         1420.61   (f) ADJ UNCH    2 0
 MK1176
 MK1176.Superseded values are not recommended for survey control.
 MK1176
 MK1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1176.See file dsdata.pdf to determine how the superseded data were derived.
 MK1176
 MK1176_MARKER: DB = BENCH MARK DISK
 MK1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1176_STAMPING: M 133 1935
 MK1176_MARK LOGO: CGS
 MK1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1176+STABILITY: SURFACE MOTION
 MK1176
 MK1176  HISTORY     - Date     Condition        Report By
 MK1176  HISTORY     - 1935     MONUMENTED       CGS
 MK1176  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1176
 MK1176                          STATION DESCRIPTION
 MK1176
 MK1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1176'8.1 MI N FROM SCHUYLER.
 MK1176'ALONG STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 63 FEET
 MK1176'SOUTH OF WOODEN BRIDGE, SOUTH END, SPANNING IRRIGATION DITCH,
 MK1176'52 FEET WEST OF THE CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF
 MK1176'FENCE, 3 FEET BELOW THE LEVEL OF THE TOP OF HIGHWAY.
 MK1176
 MK1176                          STATION RECOVERY (1965)
 MK1176
 MK1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0686 ***********************************************************************
 LG0686  DESIGNATION -  M 135
 LG0686  PID         -  LG0686
 LG0686  STATE/COUNTY-  NE/YORK
 LG0686  COUNTRY     -  US
 LG0686  USGS QUAD   -  YORK SOUTH (2017)
 LG0686
 LG0686                         *CURRENT SURVEY CONTROL
 LG0686  ______________________________________________________________________
 LG0686* NAD 83(1986) POSITION- 40 52 03.9    (N) 097 35 30.1    (W)   HD_HELD2
 LG0686* NAVD 88 ORTHO HEIGHT -   490.572 (meters)     1609.49  (feet) ADJUSTED
 LG0686  ______________________________________________________________________
 LG0686  GEOID HEIGHT    -        -26.338 (meters)                     GEOID18
 LG0686  DYNAMIC HEIGHT  -        490.314 (meters)     1608.64  (feet) COMP
 LG0686  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 LG0686
 LG0686  VERT ORDER      -  SECOND    CLASS 0
 LG0686
 LG0686.The horizontal coordinates were established by autonomous hand held GPS
 LG0686.observations and have an estimated accuracy of +/- 10 meters.
 LG0686
 LG0686.The orthometric height was determined by differential leveling and
 LG0686.adjusted by the NATIONAL GEODETIC SURVEY
 LG0686.in June 1991.
 LG0686
 LG0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0686.GEOID18 height accuracy estimate available here.
 LG0686
 LG0686.Click photographs - Photos may exist for this station.
 LG0686
 LG0686.The dynamic height is computed by dividing the NAVD 88
 LG0686.geopotential number by the normal gravity value computed on the
 LG0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0686.degrees latitude (g = 980.6199 gals.).
 LG0686
 LG0686.The modeled gravity was interpolated from observed gravity values.
 LG0686
 LG0686;                    North         East    Units  Estimated Accuracy
 LG0686;SPC NE       -   117,675.      702,945.      MT  (+/- 10 meters HH2 GPS)
 LG0686
 LG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1867825030(NAD 83)
 LG0686
 LG0686                          SUPERSEDED SURVEY CONTROL
 LG0686
 LG0686  NGVD 29 (??/??/92)  490.374  (m)         1608.84   (f) ADJ UNCH    2 0
 LG0686
 LG0686.Superseded values are not recommended for survey control.
 LG0686
 LG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0686.See file dsdata.pdf to determine how the superseded data were derived.
 LG0686
 LG0686_MARKER: DB = BENCH MARK DISK
 LG0686_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0686_SP_SET: BANNISTER
 LG0686_STAMPING: M 135 1935
 LG0686_MARK LOGO: CGS
 LG0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0686+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2023
 LG0686
 LG0686  HISTORY     - Date     Condition        Report By
 LG0686  HISTORY     - 1935     MONUMENTED       CGS
 LG0686  HISTORY     - 1961     GOOD             CGS
 LG0686  HISTORY     - 19970917 GOOD             NEDR
 LG0686  HISTORY     - 20150311 GOOD             GEOCAC
 LG0686  HISTORY     - 20230616 GOOD             USPSQD
 LG0686
 LG0686                          STATION DESCRIPTION
 LG0686
 LG0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0686'AT YORK.
 LG0686'AT YORK, YORK COUNTY, AT THE POST OFFICE, ON THE WEST SIDE OF
 LG0686'THE BUILDING, 7.2 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE
 LG0686'DOORS, AT THE NORTH SIDE OF THE STEPS, 3 FEET EAST OF AN
 LG0686'ELECTRIC-LIGHT POST, AND 3.8 FEET ABOVE THE GROUND.  A STANDARD
 LG0686'DISK, STAMPED M 135 1935.
 LG0686
 LG0686                          STATION RECOVERY (1961)
 LG0686
 LG0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0686'RECOVERED IN GOOD CONDITION.
 LG0686
 LG0686                          STATION RECOVERY (1997)
 LG0686
 LG0686'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0686'RECOVERED IN GOOD CONDITION, IN YORK, AT THE WEST ENTRANCE TO THE U.S.
 LG0686'POST OFFICE BUILDING, SET INTO THE TOP OF THE CONCRETE BANNISTER FOR
 LG0686'THE ENTRANCE STEPS, 7.2 FT (2.2 M) NORTH OF THE CENTER OF THE MAIN
 LG0686'ENTRANCE DOORS AND 3.0 FEET (0.9 M) EAST OF AN ELECTRIC LIGHT POLE.
 LG0686
 LG0686                          STATION RECOVERY (2015)
 LG0686
 LG0686'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LG0686'RECOVERED IN GOOD CONDITION.
 LG0686
 LG0686                          STATION RECOVERY (2023)
 LG0686
 LG0686'RECOVERY NOTE BY US POWER SQUADRON 2023 (DLG)
 LG0686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1604 ***********************************************************************
 MK1604  DESIGNATION -  M 136
 MK1604  PID         -  MK1604
 MK1604  STATE/COUNTY-  NE/NANCE
 MK1604  COUNTRY     -  US
 MK1604  USGS QUAD   -  FULLERTON (2017)
 MK1604
 MK1604                         *CURRENT SURVEY CONTROL
 MK1604  ______________________________________________________________________
 MK1604* NAD 83(1986) POSITION- 41 21 44.     (N) 097 58 20.     (W)   SCALED
 MK1604* NAVD 88 ORTHO HEIGHT -   505.326 (meters)     1657.89  (feet) ADJUSTED
 MK1604  ______________________________________________________________________
 MK1604  GEOID HEIGHT    -        -24.893 (meters)                     GEOID18
 MK1604  DYNAMIC HEIGHT  -        505.091 (meters)     1657.12  (feet) COMP
 MK1604  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 MK1604
 MK1604  VERT ORDER      -  SECOND    CLASS 0
 MK1604
 MK1604.The horizontal coordinates were scaled from a map and have
 MK1604.an estimated accuracy of +/- 6 seconds.
 MK1604
 MK1604.The orthometric height was determined by differential leveling and
 MK1604.adjusted by the NATIONAL GEODETIC SURVEY
 MK1604.in June 1991.
 MK1604
 MK1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1604.GEOID18 height accuracy estimate available here.
 MK1604
 MK1604.Click photographs - Photos may exist for this station.
 MK1604
 MK1604.The dynamic height is computed by dividing the NAVD 88
 MK1604.geopotential number by the normal gravity value computed on the
 MK1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1604.degrees latitude (g = 980.6199 gals.).
 MK1604
 MK1604.The modeled gravity was interpolated from observed gravity values.
 MK1604
 MK1604;                    North         East    Units  Estimated Accuracy
 MK1604;SPC NE       -   171,730.      669,600.      MT  (+/- 180 meters Scaled)
 MK1604
 MK1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL859794(NAD 83)
 MK1604
 MK1604                          SUPERSEDED SURVEY CONTROL
 MK1604
 MK1604  NGVD 29 (??/??/92)  505.106  (m)         1657.17   (f) ADJ UNCH    2 0
 MK1604
 MK1604.Superseded values are not recommended for survey control.
 MK1604
 MK1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1604.See file dsdata.pdf to determine how the superseded data were derived.
 MK1604
 MK1604_MARKER: DB = BENCH MARK DISK
 MK1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1604_SP_SET: WALL
 MK1604_STAMPING: M 136 1935
 MK1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1604
 MK1604  HISTORY     - Date     Condition        Report By
 MK1604  HISTORY     - 1935     MONUMENTED       CGS
 MK1604  HISTORY     - 1950     GOOD             CGS
 MK1604  HISTORY     - 1950     GOOD             USGS
 MK1604
 MK1604                          STATION DESCRIPTION
 MK1604
 MK1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1604'AT FULLERTON.
 MK1604'AT FULLERTON, NANCE COUNTY, AT THE HIGH SCHOOL, IN THE SOUTH
 MK1604'WALL OF THE BUILDING, 2.5 FEET WEST OF THE SOUTHEAST CORNER,
 MK1604'30.3 FEET EAST OF THE SOUTH ENTRANCE, 4 FEET EAST OF THE WINDOW,
 MK1604'AND 4.3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 136
 MK1604'1935 AND SET VERTICALLY.
 MK1604
 MK1604                          STATION RECOVERY (1950)
 MK1604
 MK1604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 MK1604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1313 ***********************************************************************
 MK1313  DESIGNATION -  M 137
 MK1313  PID         -  MK1313
 MK1313  STATE/COUNTY-  NE/YORK
 MK1313  COUNTRY     -  US
 MK1313  USGS QUAD   -  GRESHAM (2017)
 MK1313
 MK1313                         *CURRENT SURVEY CONTROL
 MK1313  ______________________________________________________________________
 MK1313* NAD 83(1986) POSITION- 41 01 46.     (N) 097 24 09.     (W)   SCALED
 MK1313* NAVD 88 ORTHO HEIGHT -   495.014 (meters)     1624.06  (feet) ADJUSTED
 MK1313  ______________________________________________________________________
 MK1313  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 MK1313  DYNAMIC HEIGHT  -        494.761 (meters)     1623.23  (feet) COMP
 MK1313  MODELED GRAVITY -    980,098.9   (mgal)                       NAVD 88
 MK1313
 MK1313  VERT ORDER      -  SECOND    CLASS 0
 MK1313
 MK1313.The horizontal coordinates were scaled from a map and have
 MK1313.an estimated accuracy of +/- 6 seconds.
 MK1313
 MK1313.The orthometric height was determined by differential leveling and
 MK1313.adjusted by the NATIONAL GEODETIC SURVEY
 MK1313.in June 1991.
 MK1313
 MK1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1313.GEOID18 height accuracy estimate available here.
 MK1313
 MK1313.Click photographs - Photos may exist for this station.
 MK1313
 MK1313.The dynamic height is computed by dividing the NAVD 88
 MK1313.geopotential number by the normal gravity value computed on the
 MK1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1313.degrees latitude (g = 980.6199 gals.).
 MK1313
 MK1313.The modeled gravity was interpolated from observed gravity values.
 MK1313
 MK1313;                    North         East    Units  Estimated Accuracy
 MK1313;SPC NE       -   136,080.      718,340.      MT  (+/- 180 meters Scaled)
 MK1313
 MK1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL342432(NAD 83)
 MK1313
 MK1313                          SUPERSEDED SURVEY CONTROL
 MK1313
 MK1313  NGVD 29 (??/??/92)  494.816  (m)         1623.41   (f) ADJ UNCH    2 0
 MK1313
 MK1313.Superseded values are not recommended for survey control.
 MK1313
 MK1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1313.See file dsdata.pdf to determine how the superseded data were derived.
 MK1313
 MK1313_MARKER: DB = BENCH MARK DISK
 MK1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1313_SP_SET: WALL BUILDING
 MK1313_STAMPING: M 137 1935
 MK1313_MARK LOGO: CGS
 MK1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1313+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2018
 MK1313
 MK1313  HISTORY     - Date     Condition        Report By
 MK1313  HISTORY     - 1935     MONUMENTED       CGS
 MK1313  HISTORY     - 19950328 GOOD             NGS
 MK1313  HISTORY     - 20180419 GOOD             NEGS
 MK1313
 MK1313                          STATION DESCRIPTION
 MK1313
 MK1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1313'AT GRESHAM.
 MK1313'A VERTICAL MARK IN THE SOUTH WALL OF THE GRESHAM GRAIN CO.
 MK1313'ELEVATOR, 330 FEET NORTHEAST OF DEPOT, 38.4 FEET NORTH OF THE
 MK1313'NORTH RAIL OF THE MAIN TRACK, 5.5 FEET EAST OF THE SOUTHWEST
 MK1313'CORNER OF ELEVATOR, 4.5 FEET ABOVE THE LEVEL OF GROUND.
 MK1313
 MK1313                          STATION RECOVERY (1995)
 MK1313
 MK1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1313'IN GRESHAM, ON THE ABONDONED CHICAGO AND NORTHWEST RAILWAY, 38.4 FEET
 MK1313'(11.7 M) NORTH OF THE OLD ROAD BED IN THE SOUTH WALL OF THE GRESHAM
 MK1313'GRAIN COMPANY ELEVATOR, 5.5 FEET (1.7 M) NORTHEAST OF THE SOUTH CORNER
 MK1313'AND 4.5 FEET (1.4 M) ABOVE THE GROUND.
 MK1313
 MK1313                          STATION RECOVERY (2018)
 MK1313
 MK1313'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 MK1313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0139 ***********************************************************************
 LH0139  DESIGNATION -  M 138
 LH0139  PID         -  LH0139
 LH0139  STATE/COUNTY-  NE/HAMILTON
 LH0139  COUNTRY     -  US
 LH0139  USGS QUAD   -  MURPHY (2017)
 LH0139
 LH0139                         *CURRENT SURVEY CONTROL
 LH0139  ______________________________________________________________________
 LH0139* NAD 83(1986) POSITION- 40 52 44.     (N) 098 06 44.     (W)   SCALED
 LH0139* NAVD 88 ORTHO HEIGHT -   563.355 (meters)     1848.27  (feet) ADJUSTED
 LH0139  ______________________________________________________________________
 LH0139  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 LH0139  DYNAMIC HEIGHT  -        563.061 (meters)     1847.31  (feet) COMP
 LH0139  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LH0139
 LH0139  VERT ORDER      -  SECOND    CLASS 0
 LH0139
 LH0139.The horizontal coordinates were scaled from a map and have
 LH0139.an estimated accuracy of +/- 6 seconds.
 LH0139
 LH0139.The orthometric height was determined by differential leveling and
 LH0139.adjusted by the NATIONAL GEODETIC SURVEY
 LH0139.in June 1991.
 LH0139
 LH0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0139.GEOID18 height accuracy estimate available here.
 LH0139
 LH0139.Click photographs - Photos may exist for this station.
 LH0139
 LH0139.The dynamic height is computed by dividing the NAVD 88
 LH0139.geopotential number by the normal gravity value computed on the
 LH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0139.degrees latitude (g = 980.6199 gals.).
 LH0139
 LH0139.The modeled gravity was interpolated from observed gravity values.
 LH0139
 LH0139;                    North         East    Units  Estimated Accuracy
 LH0139;SPC NE       -   117,820.      659,060.      MT  (+/- 180 meters Scaled)
 LH0139
 LH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL748256(NAD 83)
 LH0139
 LH0139                          SUPERSEDED SURVEY CONTROL
 LH0139
 LH0139  NGVD 29 (??/??/92)  563.118  (m)         1847.50   (f) ADJ UNCH    2 0
 LH0139
 LH0139.Superseded values are not recommended for survey control.
 LH0139
 LH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0139.See file dsdata.pdf to determine how the superseded data were derived.
 LH0139
 LH0139_MARKER: DB = BENCH MARK DISK
 LH0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0139_STAMPING: M 138 1935
 LH0139_MARK LOGO: CGS
 LH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0139+STABILITY: SURFACE MOTION
 LH0139
 LH0139  HISTORY     - Date     Condition        Report By
 LH0139  HISTORY     - 1935     MONUMENTED       CGS
 LH0139  HISTORY     - 1950     GOOD             CGS
 LH0139  HISTORY     - 1950     GOOD             CGS
 LH0139  HISTORY     - 1977     GOOD             LOCENG
 LH0139
 LH0139                          STATION DESCRIPTION
 LH0139
 LH0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0139'0.3 MI E FROM MURPHY.
 LH0139'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0139'FROM THE AURORA COOP. GRAIN ELEVATOR AT MURPHY, AT A ROAD
 LH0139'CROSSING, 64 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0139'GRAVELED ROAD, 44.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH
 LH0139'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 LH0139'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0139
 LH0139                          STATION RECOVERY (1950)
 LH0139
 LH0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0139'RECOVERED IN GOOD CONDITION.
 LH0139
 LH0139                          STATION RECOVERY (1977)
 LH0139
 LH0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0118 ***********************************************************************
 MK0118  DESIGNATION -  M 139
 MK0118  PID         -  MK0118
 MK0118  STATE/COUNTY-  NE/BURT
 MK0118  COUNTRY     -  US
 MK0118  USGS QUAD   -  LYONS (2017)
 MK0118
 MK0118                         *CURRENT SURVEY CONTROL
 MK0118  ______________________________________________________________________
 MK0118* NAD 83(1986) POSITION- 41 53 11.     (N) 096 28 04.     (W)   SCALED
 MK0118* NAVD 88 ORTHO HEIGHT -   395.044 (meters)     1296.07  (feet) ADJUSTED
 MK0118  ______________________________________________________________________
 MK0118  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 MK0118  DYNAMIC HEIGHT  -        394.902 (meters)     1295.61  (feet) COMP
 MK0118  MODELED GRAVITY -    980,249.6   (mgal)                       NAVD 88
 MK0118
 MK0118  VERT ORDER      -  SECOND    CLASS 0
 MK0118
 MK0118.The horizontal coordinates were scaled from a map and have
 MK0118.an estimated accuracy of +/- 6 seconds.
 MK0118
 MK0118.The orthometric height was determined by differential leveling and
 MK0118.adjusted by the NATIONAL GEODETIC SURVEY
 MK0118.in June 1991.
 MK0118
 MK0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0118.GEOID18 height accuracy estimate available here.
 MK0118
 MK0118.Click photographs - Photos may exist for this station.
 MK0118
 MK0118.The dynamic height is computed by dividing the NAVD 88
 MK0118.geopotential number by the normal gravity value computed on the
 MK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0118.degrees latitude (g = 980.6199 gals.).
 MK0118
 MK0118.The modeled gravity was interpolated from observed gravity values.
 MK0118
 MK0118;                    North         East    Units  Estimated Accuracy
 MK0118;SPC NE       -   233,930.      792,990.      MT  (+/- 180 meters Scaled)
 MK0118
 MK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM100402(NAD 83)
 MK0118
 MK0118                          SUPERSEDED SURVEY CONTROL
 MK0118
 MK0118  NGVD 29 (??/??/92)  394.907  (m)         1295.62   (f) ADJ UNCH    2 0
 MK0118
 MK0118.Superseded values are not recommended for survey control.
 MK0118
 MK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0118.See file dsdata.pdf to determine how the superseded data were derived.
 MK0118
 MK0118_MARKER: DB = BENCH MARK DISK
 MK0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0118_STAMPING: M 139 1935
 MK0118_MARK LOGO: CGS
 MK0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0118+STABILITY: SURFACE MOTION
 MK0118
 MK0118  HISTORY     - Date     Condition        Report By
 MK0118  HISTORY     - 1935     MONUMENTED       CGS
 MK0118
 MK0118                          STATION DESCRIPTION
 MK0118
 MK0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0118'3.6 MI N FROM OAKLAND.
 MK0118'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0118'FROM THE STATION AT OAKLAND, BURT COUNTY, 200 YARDS NORTH OF A
 MK0118'STOCK LOADING CHUTE, AT A ROAD CROSSING, 72 FEET SOUTHEAST OF THE
 MK0118'CENTER OF THE CROSSING, 45.9 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 MK0118'ROAD, AND 42.1 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 MK0118'STAMPED M 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0461 ***********************************************************************
 LG0461  DESIGNATION -  M 14
 LG0461  PID         -  LG0461
 LG0461  STATE/COUNTY-  NE/FILLMORE
 LG0461  COUNTRY     -  US
 LG0461  USGS QUAD   -  EXETER (2017)
 LG0461
 LG0461                         *CURRENT SURVEY CONTROL
 LG0461  ______________________________________________________________________
 LG0461* NAD 83(1986) POSITION- 40 38 44.     (N) 097 27 00.     (W)   SCALED
 LG0461* NAVD 88 ORTHO HEIGHT -   490.581 (meters)     1609.51  (feet) ADJUSTED
 LG0461  ______________________________________________________________________
 LG0461  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 LG0461  DYNAMIC HEIGHT  -        490.311 (meters)     1608.63  (feet) COMP
 LG0461  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 LG0461
 LG0461  VERT ORDER      -  FIRST     CLASS II
 LG0461
 LG0461.The horizontal coordinates were scaled from a map and have
 LG0461.an estimated accuracy of +/- 6 seconds.
 LG0461
 LG0461.The orthometric height was determined by differential leveling and
 LG0461.adjusted by the NATIONAL GEODETIC SURVEY
 LG0461.in June 1991.
 LG0461
 LG0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0461.GEOID18 height accuracy estimate available here.
 LG0461
 LG0461.Click photographs - Photos may exist for this station.
 LG0461
 LG0461.The dynamic height is computed by dividing the NAVD 88
 LG0461.geopotential number by the normal gravity value computed on the
 LG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0461.degrees latitude (g = 980.6199 gals.).
 LG0461
 LG0461.The modeled gravity was interpolated from observed gravity values.
 LG0461
 LG0461;                    North         East    Units  Estimated Accuracy
 LG0461;SPC NE       -    93,360.      715,610.      MT  (+/- 180 meters Scaled)
 LG0461
 LG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL310005(NAD 83)
 LG0461
 LG0461                          SUPERSEDED SURVEY CONTROL
 LG0461
 LG0461  NGVD 29 (??/??/92)  490.414  (m)         1608.97   (f) ADJ UNCH    1 2
 LG0461
 LG0461.Superseded values are not recommended for survey control.
 LG0461
 LG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0461.See file dsdata.pdf to determine how the superseded data were derived.
 LG0461
 LG0461_MARKER: DB = BENCH MARK DISK
 LG0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0461_STAMPING: M 14 1608.999
 LG0461_MARK LOGO: CGS
 LG0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0461+STABILITY: SURFACE MOTION
 LG0461
 LG0461  HISTORY     - Date     Condition        Report By
 LG0461  HISTORY     - 1933     MONUMENTED       CGS
 LG0461  HISTORY     - 1938     GOOD             CGS
 LG0461  HISTORY     - 1965     GOOD             CGS
 LG0461  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0461  HISTORY     - 20190819 MARK NOT FOUND   NEGS
 LG0461
 LG0461                          STATION DESCRIPTION
 LG0461
 LG0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LG0461'AT EXETER.
 LG0461'AT EXETER, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0461'RAILROAD, 151 FEET WEST OF THE WEST FACE OF THE STATION, 800 FEET
 LG0461'EAST OF MILEPOST 106, AT THE SOUTHWEST CORNER OF THE STATION
 LG0461'PARK, 35 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 20 FEET
 LG0461'NORTH OF THE CENTERLINE OF THE NORTH PASSING TRACK, 2 FEET
 LG0461'NORTHEAST OF A FENCE CORNER, AND 5 FEET EAST OF A BRICK WALK.  A
 LG0461'STANDARD DISK, STAMPED 1608.999 M 14 1933 AND SET IN THE TOP OF A
 LG0461'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LG0461
 LG0461                          STATION RECOVERY (1965)
 LG0461
 LG0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LG0461'RECOVERED IN GOOD CONDITION.
 LG0461
 LG0461                          STATION RECOVERY (1991)
 LG0461
 LG0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0461'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LG0461
 LG0461                          STATION RECOVERY (2019)
 LG0461
 LG0461'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0461'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0280 ***********************************************************************
 MK0280  DESIGNATION -  M 140
 MK0280  PID         -  MK0280
 MK0280  STATE/COUNTY-  NE/BURT
 MK0280  COUNTRY     -  US
 MK0280  USGS QUAD   -  BERTHA (2017)
 MK0280
 MK0280                         *CURRENT SURVEY CONTROL
 MK0280  ______________________________________________________________________
 MK0280* NAD 83(1986) POSITION- 41 55 51.     (N) 096 21 07.     (W)   SCALED
 MK0280* NAVD 88 ORTHO HEIGHT -   422.287 (meters)     1385.45  (feet) ADJUSTED
 MK0280  ______________________________________________________________________
 MK0280  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 MK0280  DYNAMIC HEIGHT  -        422.135 (meters)     1384.95  (feet) COMP
 MK0280  MODELED GRAVITY -    980,248.8   (mgal)                       NAVD 88
 MK0280
 MK0280  VERT ORDER      -  SECOND    CLASS 0
 MK0280
 MK0280.The horizontal coordinates were scaled from a map and have
 MK0280.an estimated accuracy of +/- 6 seconds.
 MK0280
 MK0280.The orthometric height was determined by differential leveling and
 MK0280.adjusted by the NATIONAL GEODETIC SURVEY
 MK0280.in June 1991.
 MK0280
 MK0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0280.GEOID18 height accuracy estimate available here.
 MK0280
 MK0280.Click photographs - Photos may exist for this station.
 MK0280
 MK0280.The dynamic height is computed by dividing the NAVD 88
 MK0280.geopotential number by the normal gravity value computed on the
 MK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0280.degrees latitude (g = 980.6199 gals.).
 MK0280
 MK0280.The modeled gravity was interpolated from observed gravity values.
 MK0280
 MK0280;                    North         East    Units  Estimated Accuracy
 MK0280;SPC NE       -   239,260.      802,390.      MT  (+/- 180 meters Scaled)
 MK0280
 MK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM195454(NAD 83)
 MK0280
 MK0280                          SUPERSEDED SURVEY CONTROL
 MK0280
 MK0280  NGVD 29 (??/??/92)  422.140  (m)         1384.97   (f) ADJ UNCH    2 0
 MK0280
 MK0280.Superseded values are not recommended for survey control.
 MK0280
 MK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0280.See file dsdata.pdf to determine how the superseded data were derived.
 MK0280
 MK0280_MARKER: DB = BENCH MARK DISK
 MK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0280_STAMPING: M 140 1935
 MK0280_MARK LOGO: CGS
 MK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0280+STABILITY: SURFACE MOTION
 MK0280
 MK0280  HISTORY     - Date     Condition        Report By
 MK0280  HISTORY     - 1935     MONUMENTED       CGS
 MK0280  HISTORY     - 1947     GOOD             CGS
 MK0280
 MK0280                          STATION DESCRIPTION
 MK0280
 MK0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0280'6.5 MI E FROM LYONS.
 MK0280'6.5 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE CHICAGO,
 MK0280'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, 0.25 MILE WEST
 MK0280'OF THE JUNCTION OF STATE HIGHWAY NO. 123, AT THE DIVIDE CENTER
 MK0280'PRESBYTERIAN CHURCH AND DISTRICT SCHOOL 28, 89.0 FEET EAST OF THE
 MK0280'CENTER OF A PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 42.5 FEET
 MK0280'EAST OF POWER LINE POLE NO. D7 4, 32.0 FEET SOUTH OF THE CENTER
 MK0280'OF THE HIGHWAY, 2.0 FEET NORTH OF A FENCE CORNER POST, 1.5 FOOT
 MK0280'EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0280'BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1733 ***********************************************************************
 MK1733  DESIGNATION -  M 141
 MK1733  PID         -  MK1733
 MK1733  STATE/COUNTY-  NE/STANTON
 MK1733  COUNTRY     -  US
 MK1733  USGS QUAD   -  MADISON NE (2017)
 MK1733
 MK1733                         *CURRENT SURVEY CONTROL
 MK1733  ______________________________________________________________________
 MK1733* NAD 83(1986) POSITION- 41 59 41.     (N) 097 20 29.     (W)   SCALED
 MK1733* NAVD 88 ORTHO HEIGHT -   462.367 (meters)     1516.95  (feet) ADJUSTED
 MK1733  ______________________________________________________________________
 MK1733  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 MK1733  DYNAMIC HEIGHT  -        462.189 (meters)     1516.37  (feet) COMP
 MK1733  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 MK1733
 MK1733  VERT ORDER      -  SECOND    CLASS 0
 MK1733
 MK1733.The horizontal coordinates were scaled from a map and have
 MK1733.an estimated accuracy of +/- 6 seconds.
 MK1733
 MK1733.The orthometric height was determined by differential leveling and
 MK1733.adjusted by the NATIONAL GEODETIC SURVEY
 MK1733.in June 1991.
 MK1733
 MK1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1733.GEOID18 height accuracy estimate available here.
 MK1733
 MK1733.Click photographs - Photos may exist for this station.
 MK1733
 MK1733.The dynamic height is computed by dividing the NAVD 88
 MK1733.geopotential number by the normal gravity value computed on the
 MK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1733.degrees latitude (g = 980.6199 gals.).
 MK1733
 MK1733.The modeled gravity was interpolated from observed gravity values.
 MK1733
 MK1733;                    North         East    Units  Estimated Accuracy
 MK1733;SPC NE       -   243,360.      720,180.      MT  (+/- 180 meters Scaled)
 MK1733
 MK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM373505(NAD 83)
 MK1733
 MK1733                          SUPERSEDED SURVEY CONTROL
 MK1733
 MK1733  NGVD 29 (??/??/92)  462.188  (m)         1516.36   (f) ADJ UNCH    2 0
 MK1733
 MK1733.Superseded values are not recommended for survey control.
 MK1733
 MK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1733.See file dsdata.pdf to determine how the superseded data were derived.
 MK1733
 MK1733_MARKER: DB = BENCH MARK DISK
 MK1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1733_STAMPING: M 141 1935
 MK1733_MARK LOGO: CGS
 MK1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1733+STABILITY: SURFACE MOTION
 MK1733
 MK1733  HISTORY     - Date     Condition        Report By
 MK1733  HISTORY     - 1935     MONUMENTED       CGS
 MK1733  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1733
 MK1733                          STATION DESCRIPTION
 MK1733
 MK1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1733'4 MI E FROM NORFOLK.
 MK1733'IN STANTON COUNTY, 4.0 MI E ALONG THE CHICAGO AND NORTH WESTERN
 MK1733'RAILWAY FROM THE STATION AT NORFOLK, MADISON COUNTY, 89.9 FT
 MK1733'E OF MILEPOST 77, 46.5 FT E OF THE E RAIL, AND 32.5 FT W OF THE
 MK1733'CENTER LINE OF U.S. HWY 275.  A STANDARD DISK, STAMPED M 141
 MK1733'1935 AND SET IN THE TOP OF A CONCRETE POST.
 MK1733
 MK1733                          STATION RECOVERY (1968)
 MK1733
 MK1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK1733'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0298 ***********************************************************************
 LJ0298  DESIGNATION -  M 158
 LJ0298  PID         -  LJ0298
 LJ0298  STATE/COUNTY-  NE/CHASE
 LJ0298  COUNTRY     -  US
 LJ0298  USGS QUAD   -  IMPERIAL (2017)
 LJ0298
 LJ0298                         *CURRENT SURVEY CONTROL
 LJ0298  ______________________________________________________________________
 LJ0298* NAD 83(1986) POSITION- 40 32 03.     (N) 101 38 36.     (W)   SCALED
 LJ0298* NAVD 88 ORTHO HEIGHT -  1002.093 (meters)     3287.70  (feet) ADJUSTED
 LJ0298  ______________________________________________________________________
 LJ0298  GEOID HEIGHT    -        -22.128 (meters)                     GEOID18
 LJ0298  DYNAMIC HEIGHT  -       1001.411 (meters)     3285.46  (feet) COMP
 LJ0298  MODELED GRAVITY -    979,910.4   (mgal)                       NAVD 88
 LJ0298
 LJ0298  VERT ORDER      -  SECOND    CLASS 0
 LJ0298
 LJ0298.The horizontal coordinates were scaled from a map and have
 LJ0298.an estimated accuracy of +/- 6 seconds.
 LJ0298
 LJ0298.The orthometric height was determined by differential leveling and
 LJ0298.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0298.in June 1991.
 LJ0298
 LJ0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0298.GEOID18 height accuracy estimate available here.
 LJ0298
 LJ0298.Click photographs - Photos may exist for this station.
 LJ0298
 LJ0298.The dynamic height is computed by dividing the NAVD 88
 LJ0298.geopotential number by the normal gravity value computed on the
 LJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0298.degrees latitude (g = 980.6199 gals.).
 LJ0298
 LJ0298.The modeled gravity was interpolated from observed gravity values.
 LJ0298
 LJ0298;                    North         East    Units  Estimated Accuracy
 LJ0298;SPC NE       -    79,140.      360,810.      MT  (+/- 180 meters Scaled)
 LJ0298
 LJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK761904(NAD 83)
 LJ0298
 LJ0298                          SUPERSEDED SURVEY CONTROL
 LJ0298
 LJ0298  NGVD 29 (??/??/92) 1001.694  (m)         3286.39   (f) ADJ UNCH    2 0
 LJ0298
 LJ0298.Superseded values are not recommended for survey control.
 LJ0298
 LJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0298.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0298
 LJ0298_MARKER: DB = BENCH MARK DISK
 LJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0298_STAMPING: M 158 1934
 LJ0298_MARK LOGO: CGS
 LJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0298+STABILITY: SURFACE MOTION
 LJ0298
 LJ0298  HISTORY     - Date     Condition        Report By
 LJ0298  HISTORY     - 1934     MONUMENTED       CGS
 LJ0298
 LJ0298                          STATION DESCRIPTION
 LJ0298
 LJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0298'1.6 MI W FROM IMPERIAL.
 LJ0298'1.6 MILES WEST OF RAILROAD STATION AT IMPERIAL, AT A
 LJ0298'NORTH-AND-EAST CURVE OF HIGHWAY U.S. 6.  MARK ON OUTSIDE OF CURVE.
 LJ0298'4 FEET EAST OF PROPERTY LINE, AND 1/4 MILE SOUTH OF FARM HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0102 ***********************************************************************
 LJ0102  DESIGNATION -  M 159
 LJ0102  PID         -  LJ0102
 LJ0102  STATE/COUNTY-  NE/HITCHCOCK
 LJ0102  COUNTRY     -  US
 LJ0102  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0102
 LJ0102                         *CURRENT SURVEY CONTROL
 LJ0102  ______________________________________________________________________
 LJ0102* NAD 83(1986) POSITION- 40 14 59.     (N) 100 53 28.     (W)   SCALED
 LJ0102* NAVD 88 ORTHO HEIGHT -   806.936 (meters)     2647.42  (feet) ADJUSTED
 LJ0102  ______________________________________________________________________
 LJ0102  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 LJ0102  DYNAMIC HEIGHT  -        806.401 (meters)     2645.67  (feet) COMP
 LJ0102  MODELED GRAVITY -    979,935.5   (mgal)                       NAVD 88
 LJ0102
 LJ0102  VERT ORDER      -  SECOND    CLASS 0
 LJ0102
 LJ0102.The horizontal coordinates were scaled from a map and have
 LJ0102.an estimated accuracy of +/- 6 seconds.
 LJ0102
 LJ0102.The orthometric height was determined by differential leveling and
 LJ0102.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0102.in June 1991.
 LJ0102
 LJ0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0102.GEOID18 height accuracy estimate available here.
 LJ0102
 LJ0102.Click photographs - Photos may exist for this station.
 LJ0102
 LJ0102.The dynamic height is computed by dividing the NAVD 88
 LJ0102.geopotential number by the normal gravity value computed on the
 LJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0102.degrees latitude (g = 980.6199 gals.).
 LJ0102
 LJ0102.The modeled gravity was interpolated from observed gravity values.
 LJ0102
 LJ0102;                    North         East    Units  Estimated Accuracy
 LJ0102;SPC NE       -    46,620.      424,190.      MT  (+/- 180 meters Scaled)
 LJ0102
 LJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK391571(NAD 83)
 LJ0102
 LJ0102                          SUPERSEDED SURVEY CONTROL
 LJ0102
 LJ0102  NGVD 29 (??/??/92)  806.615  (m)         2646.37   (f) ADJ UNCH    2 0
 LJ0102
 LJ0102.Superseded values are not recommended for survey control.
 LJ0102
 LJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0102.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0102
 LJ0102_MARKER: DB = BENCH MARK DISK
 LJ0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0102_SP_SET: UNDERPASS
 LJ0102_STAMPING: M 159 1934
 LJ0102_MARK LOGO: CGS
 LJ0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0102
 LJ0102  HISTORY     - Date     Condition        Report By
 LJ0102  HISTORY     - 1934     MONUMENTED       CGS
 LJ0102  HISTORY     - 1939     GOOD             CGS
 LJ0102
 LJ0102                          STATION DESCRIPTION
 LJ0102
 LJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0102'5.8 MI NW FROM CULBERTSON.
 LJ0102'5.8 MILES NORTHWEST OF BURLINGTON STATION, CULBERTSON, AT JUNCTION
 LJ0102'OF HIGHWAY 17 AND U.S. HIGHWAY 6.  IN TOP OF SOUTH HEADWALL
 LJ0102'OF IRRIGATION UNDERPASS ACROSS HIGHWAY 6, 35 FEET WEST OF
 LJ0102'CENTERLINE OF T-ROAD TO SOUTH.
 LJ0102
 LJ0102                          STATION RECOVERY (1939)
 LJ0102
 LJ0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LJ0102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0653 ***********************************************************************
 ML0653  DESIGNATION -  M 16
 ML0653  PID         -  ML0653
 ML0653  STATE/COUNTY-  NE/CUSTER
 ML0653  COUNTRY     -  US
 ML0653  USGS QUAD   -  MASON CITY NW (2017)
 ML0653
 ML0653                         *CURRENT SURVEY CONTROL
 ML0653  ______________________________________________________________________
 ML0653* NAD 83(1986) POSITION- 41 09 06.     (N) 099 22 43.     (W)   SCALED
 ML0653* NAVD 88 ORTHO HEIGHT -   716.745 (meters)     2351.52  (feet) ADJUSTED
 ML0653  ______________________________________________________________________
 ML0653  GEOID HEIGHT    -        -23.523 (meters)                     GEOID18
 ML0653  DYNAMIC HEIGHT  -        716.353 (meters)     2350.23  (feet) COMP
 ML0653  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 ML0653
 ML0653  VERT ORDER      -  FIRST     CLASS II
 ML0653
 ML0653.The horizontal coordinates were scaled from a map and have
 ML0653.an estimated accuracy of +/- 6 seconds.
 ML0653
 ML0653.The orthometric height was determined by differential leveling and
 ML0653.adjusted by the NATIONAL GEODETIC SURVEY
 ML0653.in June 1991.
 ML0653
 ML0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0653.GEOID18 height accuracy estimate available here.
 ML0653
 ML0653.Click photographs - Photos may exist for this station.
 ML0653
 ML0653.The dynamic height is computed by dividing the NAVD 88
 ML0653.geopotential number by the normal gravity value computed on the
 ML0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0653.degrees latitude (g = 980.6199 gals.).
 ML0653
 ML0653.The modeled gravity was interpolated from observed gravity values.
 ML0653
 ML0653;                    North         East    Units  Estimated Accuracy
 ML0653;SPC NE       -   146,560.      552,140.      MT  (+/- 180 meters Scaled)
 ML0653
 ML0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML682556(NAD 83)
 ML0653
 ML0653                          SUPERSEDED SURVEY CONTROL
 ML0653
 ML0653  NGVD 29 (??/??/92)  716.496  (m)         2350.70   (f) ADJ UNCH    1 2
 ML0653
 ML0653.Superseded values are not recommended for survey control.
 ML0653
 ML0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0653.See file dsdata.pdf to determine how the superseded data were derived.
 ML0653
 ML0653_MARKER: DB = BENCH MARK DISK
 ML0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0653_STAMPING: M 16 1933
 ML0653_MARK LOGO: CGS
 ML0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0653+STABILITY: SURFACE MOTION
 ML0653
 ML0653  HISTORY     - Date     Condition        Report By
 ML0653  HISTORY     - 1933     MONUMENTED       CGS
 ML0653  HISTORY     - 1938     GOOD             NEDR
 ML0653
 ML0653                          STATION DESCRIPTION
 ML0653
 ML0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0653'9.2 MI S FROM ANSLEY.
 ML0653'150 FT. NORTH OF BRIDGE NO. 655 ON ROAD OVER ELK CREEK, 25 FT.
 ML0653'WEST OF CENTER OF ROAD, UNDER TELEPHONE LINE AND ON
 ML0653'FENCE LINE.
 ML0653
 ML0653                          STATION RECOVERY (1938)
 ML0653
 ML0653'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1938
 ML0653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0654 ***********************************************************************
 ML0654  DESIGNATION -  M 16 RESET
 ML0654  PID         -  ML0654
 ML0654  STATE/COUNTY-  NE/CUSTER
 ML0654  COUNTRY     -  US
 ML0654  USGS QUAD   -  MASON CITY NW (2017)
 ML0654
 ML0654                         *CURRENT SURVEY CONTROL
 ML0654  ______________________________________________________________________
 ML0654* NAD 83(1986) POSITION- 41 09 06.     (N) 099 22 44.     (W)   SCALED
 ML0654* NAVD 88 ORTHO HEIGHT -   716.72  (meters)     2351.4   (feet) RESET
 ML0654  ______________________________________________________________________
 ML0654  GEOID HEIGHT    -        -23.523 (meters)                     GEOID18
 ML0654  VERT ORDER      -  THIRD
 ML0654
 ML0654.The horizontal coordinates were scaled from a map and have
 ML0654.an estimated accuracy of +/- 6 seconds.
 ML0654
 ML0654.The orthometric height was computed from unverified reset data.
 ML0654
 ML0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0654.GEOID18 height accuracy estimate available here.
 ML0654
 ML0654.Click photographs - Photos may exist for this station.
 ML0654
 ML0654;                    North         East    Units  Estimated Accuracy
 ML0654;SPC NE       -   146,560.      552,120.      MT  (+/- 180 meters Scaled)
 ML0654
 ML0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML682556(NAD 83)
 ML0654
 ML0654                          SUPERSEDED SURVEY CONTROL
 ML0654
 ML0654  NGVD 29 (??/??/??)  716.47   (m)         2350.6    (f) RESET       3  
 ML0654
 ML0654.Superseded values are not recommended for survey control.
 ML0654
 ML0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0654.See file dsdata.pdf to determine how the superseded data were derived.
 ML0654
 ML0654_MARKER: DB = BENCH MARK DISK
 ML0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0654_STAMPING: M 16 RESET 1938
 ML0654_MARK LOGO: CGS
 ML0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0654+STABILITY: SURFACE MOTION
 ML0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0654+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 ML0654
 ML0654  HISTORY     - Date     Condition        Report By
 ML0654  HISTORY     - 1938     MONUMENTED       NEDR
 ML0654  HISTORY     - 1968     GOOD             CGS
 ML0654  HISTORY     - 19970930 GOOD             NEDR
 ML0654  HISTORY     - 20190404 GOOD             NEGS
 ML0654
 ML0654                          STATION DESCRIPTION
 ML0654
 ML0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0654'9.8 MI S FROM ANSLEY.
 ML0654'ABOUT 9-3/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY,
 ML0654'CUSTER COUNTY, ABOUT 200 FEET NORTH OF BRIDGE 655 OVER ELK CREEK,
 ML0654'AT SURVEY STATION 511+80, AND 55.7 FEET WEST OF THE CENTER
 ML0654'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 16 RESET 1938
 ML0654'AND SET IN THE TOP OF A CONCRETE POST.
 ML0654
 ML0654                          STATION RECOVERY (1997)
 ML0654
 ML0654'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 ML0654'RECOVERED IN GOOD CONDITION BUT HAD TO BE MOVED DUE TO HIGHWAY
 ML0654'CONSTRUCTION.  A RESET MARK WAS ESTABLISHED NEARBY, SEE THE
 ML0654'DESCRIPTION FOR--M 16 RESET IN 1997.
 ML0654
 ML0654                          STATION RECOVERY (2019)
 ML0654
 ML0654'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0654'TO REACH FROM THE SOUTH INTERSECTION OF NEBRASKA HIGHWAY 2 AND U.S.
 ML0654'HIGHWAY 183 SOUTH OF ANSLEY, NE. GO SOUTH ON U.S. 183 APPROXIMATELY
 ML0654'8.57 MI (13.79 KM) TO THE MARK ON THE LEFT (EAST) SIDE OF THE HIGHWAY.
 ML0654'THE MARK IS 88.8 FT (27.1 M) EAST OF THE CENTERLINE OF U.S. 183, 18.12
 ML0654'FT (5.5 M) SOUTH-SOUTHWEST OF A NAIL IN THE TOP OF A FENCE POST, 1.0
 ML0654'FT (0.3 M) WEST OF A NORTH-SOUTH FENCE LINE, 56.0 FT (17.1 M)
 ML0654'NORTH-NORTHWEST OF A NAIL IN THE TOP OF A BRACE POST IN A FENCE LINE
 ML0654'GOING EAST, 1.7 FT (0.5 M) NORTH OF A FIBERGLASS WITNESS POST AND
 ML0654'APPROXIMATELY 350 FT (106.7 M) NORTH OF THE NORTH END OF BRIDGE 07981.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0264 ***********************************************************************
 LJ0264  DESIGNATION -  M 160
 LJ0264  PID         -  LJ0264
 LJ0264  STATE/COUNTY-  NE/PERKINS
 LJ0264  COUNTRY     -  US
 LJ0264  USGS QUAD   -  IMPERIAL NW (2017)
 LJ0264
 LJ0264                         *CURRENT SURVEY CONTROL
 LJ0264  ______________________________________________________________________
 LJ0264* NAD 83(1986) POSITION- 40 44 52.     (N) 101 39 59.     (W)   SCALED
 LJ0264* NAVD 88 ORTHO HEIGHT -  1021.136 (meters)     3350.18  (feet) ADJUSTED
 LJ0264  ______________________________________________________________________
 LJ0264  GEOID HEIGHT    -        -21.694 (meters)                     GEOID18
 LJ0264  DYNAMIC HEIGHT  -       1020.460 (meters)     3347.96  (feet) COMP
 LJ0264  MODELED GRAVITY -    979,927.4   (mgal)                       NAVD 88
 LJ0264
 LJ0264  VERT ORDER      -  SECOND    CLASS 0
 LJ0264
 LJ0264.The horizontal coordinates were scaled from a map and have
 LJ0264.an estimated accuracy of +/- 6 seconds.
 LJ0264
 LJ0264.The orthometric height was determined by differential leveling and
 LJ0264.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0264.in June 1991.
 LJ0264
 LJ0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0264.GEOID18 height accuracy estimate available here.
 LJ0264
 LJ0264.Click photographs - Photos may exist for this station.
 LJ0264
 LJ0264.The dynamic height is computed by dividing the NAVD 88
 LJ0264.geopotential number by the normal gravity value computed on the
 LJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0264.degrees latitude (g = 980.6199 gals.).
 LJ0264
 LJ0264.The modeled gravity was interpolated from observed gravity values.
 LJ0264
 LJ0264;                    North         East    Units  Estimated Accuracy
 LJ0264;SPC NE       -   102,890.      359,310.      MT  (+/- 180 meters Scaled)
 LJ0264
 LJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL748141(NAD 83)
 LJ0264
 LJ0264                          SUPERSEDED SURVEY CONTROL
 LJ0264
 LJ0264  NGVD 29 (??/??/92) 1020.727  (m)         3348.84   (f) ADJ UNCH    2 0
 LJ0264
 LJ0264.Superseded values are not recommended for survey control.
 LJ0264
 LJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0264.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0264
 LJ0264_MARKER: DB = BENCH MARK DISK
 LJ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0264_STAMPING: M 160 1934
 LJ0264_MARK LOGO: CGS
 LJ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0264+STABILITY: SURFACE MOTION
 LJ0264
 LJ0264  HISTORY     - Date     Condition        Report By
 LJ0264  HISTORY     - 1934     MONUMENTED       CGS
 LJ0264  HISTORY     - 1941     GOOD             CGS
 LJ0264
 LJ0264                          STATION DESCRIPTION
 LJ0264
 LJ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0264'9.6 MI S FROM GRANT.
 LJ0264'9.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0264'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, 0.6 MILE
 LJ0264'NORTH OF A RANCH HOUSE, 0.2 MILE SOUTH OF AN EAST-AND-WEST
 LJ0264'PROPERTY LINE, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0264'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 LJ0264'M 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0281 ***********************************************************************
 LJ0281  DESIGNATION -  M 161
 LJ0281  PID         -  LJ0281
 LJ0281  STATE/COUNTY-  NE/PERKINS
 LJ0281  COUNTRY     -  US
 LJ0281  USGS QUAD   -  GRANT (2017)
 LJ0281
 LJ0281                         *CURRENT SURVEY CONTROL
 LJ0281  ______________________________________________________________________
 LJ0281* NAD 83(1986) POSITION- 40 50 29.23   (N) 101 39 56.81   (W)   HD_HELD1
 LJ0281* NAVD 88 ORTHO HEIGHT -  1027.491 (meters)     3371.03  (feet) ADJUSTED
 LJ0281  ______________________________________________________________________
 LJ0281  GEOID HEIGHT    -        -21.560 (meters)                     GEOID18
 LJ0281  DYNAMIC HEIGHT  -       1026.815 (meters)     3368.81  (feet) COMP
 LJ0281  MODELED GRAVITY -    979,931.8   (mgal)                       NAVD 88
 LJ0281
 LJ0281  VERT ORDER      -  SECOND    CLASS 0
 LJ0281
 LJ0281.The horizontal coordinates were determined by differentially corrected
 LJ0281.hand held GPS observations or other comparable positioning techniques
 LJ0281.and have an estimated accuracy of +/- 3 meters.
 LJ0281
 LJ0281.The orthometric height was determined by differential leveling and
 LJ0281.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0281.in June 1991.
 LJ0281
 LJ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0281.GEOID18 height accuracy estimate available here.
 LJ0281
 LJ0281.Click photographs - Photos may exist for this station.
 LJ0281
 LJ0281.The dynamic height is computed by dividing the NAVD 88
 LJ0281.geopotential number by the normal gravity value computed on the
 LJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0281.degrees latitude (g = 980.6199 gals.).
 LJ0281
 LJ0281.The modeled gravity was interpolated from observed gravity values.
 LJ0281
 LJ0281;                    North         East    Units  Estimated Accuracy
 LJ0281;SPC NE       -   113,281.9     359,561.2     MT  (+/- 3 meters HH1 GPS) 
 LJ0281
 LJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7525524577(NAD 83)
 LJ0281
 LJ0281                          SUPERSEDED SURVEY CONTROL
 LJ0281
 LJ0281  NGVD 29 (??/??/92) 1027.076  (m)         3369.67   (f) ADJ UNCH    2 0
 LJ0281
 LJ0281.Superseded values are not recommended for survey control.
 LJ0281
 LJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0281.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0281
 LJ0281_MARKER: DB = BENCH MARK DISK
 LJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0281_STAMPING: M 161 1934
 LJ0281_MARK LOGO: CGS
 LJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0281+STABILITY: SURFACE MOTION
 LJ0281
 LJ0281  HISTORY     - Date     Condition        Report By
 LJ0281  HISTORY     - 1934     MONUMENTED       CGS
 LJ0281  HISTORY     - 1942     GOOD             CGS
 LJ0281
 LJ0281                          STATION DESCRIPTION
 LJ0281
 LJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0281'3.1 MI E FROM GRANT.
 LJ0281'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0281'FROM THE WATER TANK AT GRANT, PERKINS COUNTY, 3 POLES EAST OF
 LJ0281'MILEPOST 141, 2 RAILS EAST OF A ROAD CROSSING, 28 FEET SOUTH OF
 LJ0281'THE CENTERLINE OF THE TRACK, 5 FEET EAST OF A TELEPHONE POLE,
 LJ0281'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED M
 LJ0281'161 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0172 ***********************************************************************
 LJ0172  DESIGNATION -  M 162
 LJ0172  PID         -  LJ0172
 LJ0172  STATE/COUNTY-  NE/HAYES
 LJ0172  COUNTRY     -  US
 LJ0172  USGS QUAD   -  HAYES CENTER (2017)
 LJ0172
 LJ0172                         *CURRENT SURVEY CONTROL
 LJ0172  ______________________________________________________________________
 LJ0172* NAD 83(1986) POSITION- 40 30 47.     (N) 101 05 06.     (W)   SCALED
 LJ0172* NAVD 88 ORTHO HEIGHT -   897.961 (meters)     2946.06  (feet) ADJUSTED
 LJ0172  ______________________________________________________________________
 LJ0172  GEOID HEIGHT    -        -22.865 (meters)                     GEOID18
 LJ0172  DYNAMIC HEIGHT  -        897.356 (meters)     2944.08  (feet) COMP
 LJ0172  MODELED GRAVITY -    979,921.4   (mgal)                       NAVD 88
 LJ0172
 LJ0172  VERT ORDER      -  SECOND    CLASS 0
 LJ0172
 LJ0172.The horizontal coordinates were scaled from a map and have
 LJ0172.an estimated accuracy of +/- 6 seconds.
 LJ0172
 LJ0172.The orthometric height was determined by differential leveling and
 LJ0172.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0172.in June 1991.
 LJ0172
 LJ0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0172.GEOID18 height accuracy estimate available here.
 LJ0172
 LJ0172.Click photographs - Photos may exist for this station.
 LJ0172
 LJ0172.The dynamic height is computed by dividing the NAVD 88
 LJ0172.geopotential number by the normal gravity value computed on the
 LJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0172.degrees latitude (g = 980.6199 gals.).
 LJ0172
 LJ0172.The modeled gravity was interpolated from observed gravity values.
 LJ0172
 LJ0172;                    North         East    Units  Estimated Accuracy
 LJ0172;SPC NE       -    76,050.      408,070.      MT  (+/- 180 meters Scaled)
 LJ0172
 LJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK233867(NAD 83)
 LJ0172
 LJ0172                          SUPERSEDED SURVEY CONTROL
 LJ0172
 LJ0172  NGVD 29 (??/??/92)  897.583  (m)         2944.82   (f) ADJ UNCH    2 0
 LJ0172
 LJ0172.Superseded values are not recommended for survey control.
 LJ0172
 LJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0172.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0172
 LJ0172_MARKER: DB = BENCH MARK DISK
 LJ0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0172_SP_SET: CULVERT HEADWALL
 LJ0172_STAMPING: M 162 1934
 LJ0172_MARK LOGO: CGS
 LJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0172+STABILITY: SURFACE MOTION
 LJ0172
 LJ0172  HISTORY     - Date     Condition        Report By
 LJ0172  HISTORY     - 1934     MONUMENTED       CGS
 LJ0172  HISTORY     - 1938     GOOD             CGS
 LJ0172  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0172
 LJ0172                          STATION DESCRIPTION
 LJ0172
 LJ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0172'3.6 MI W FROM HAYES CENTER.
 LJ0172'ALONG STATE HWY. 17, 3.6 MILES WEST OF THE I.O.O.F. BUILDING AT
 LJ0172'HAYES CENTER.  A STANDARD DISK SET IN TOP OF SOUTH HEADWALL OF
 LJ0172'CONCRETE HWY. CULVERT.
 LJ0172
 LJ0172                          STATION RECOVERY (1974)
 LJ0172
 LJ0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0627 ***********************************************************************
 LG0627  DESIGNATION -  M 163
 LG0627  PID         -  LG0627
 LG0627  STATE/COUNTY-  NE/NUCKOLLS
 LG0627  COUNTRY     -  US
 LG0627  USGS QUAD   -  OAK (2017)
 LG0627
 LG0627                         *CURRENT SURVEY CONTROL
 LG0627  ______________________________________________________________________
 LG0627* NAD 83(1986) POSITION- 40 09 42.     (N) 097 58 00.     (W)   SCALED
 LG0627* NAVD 88 ORTHO HEIGHT -   534.085 (meters)     1752.24  (feet) ADJUSTED
 LG0627  ______________________________________________________________________
 LG0627  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 LG0627  DYNAMIC HEIGHT  -        533.773 (meters)     1751.22  (feet) COMP
 LG0627  MODELED GRAVITY -    980,025.5   (mgal)                       NAVD 88
 LG0627
 LG0627  VERT ORDER      -  SECOND    CLASS 0
 LG0627
 LG0627.The horizontal coordinates were scaled from a map and have
 LG0627.an estimated accuracy of +/- 6 seconds.
 LG0627
 LG0627.The orthometric height was determined by differential leveling and
 LG0627.adjusted by the NATIONAL GEODETIC SURVEY
 LG0627.in June 1991.
 LG0627
 LG0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0627.GEOID18 height accuracy estimate available here.
 LG0627
 LG0627.Click photographs - Photos may exist for this station.
 LG0627
 LG0627.The dynamic height is computed by dividing the NAVD 88
 LG0627.geopotential number by the normal gravity value computed on the
 LG0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0627.degrees latitude (g = 980.6199 gals.).
 LG0627
 LG0627.The modeled gravity was interpolated from observed gravity values.
 LG0627
 LG0627;                    North         East    Units  Estimated Accuracy
 LG0627;SPC NE       -    38,490.      673,200.      MT  (+/- 180 meters Scaled)
 LG0627
 LG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK879462(NAD 83)
 LG0627
 LG0627                          SUPERSEDED SURVEY CONTROL
 LG0627
 LG0627  NGVD 29 (??/??/92)  533.904  (m)         1751.65   (f) ADJ UNCH    2 0
 LG0627
 LG0627.Superseded values are not recommended for survey control.
 LG0627
 LG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0627.See file dsdata.pdf to determine how the superseded data were derived.
 LG0627
 LG0627_MARKER: DB = BENCH MARK DISK
 LG0627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0627_SP_SET: CULVERT HEADWALL
 LG0627_STAMPING: M 163 1934
 LG0627_MARK LOGO: CGS
 LG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0627+STABILITY: SURFACE MOTION
 LG0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0627+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2007
 LG0627
 LG0627  HISTORY     - Date     Condition        Report By
 LG0627  HISTORY     - 1934     MONUMENTED       CGS
 LG0627  HISTORY     - 20071020 GOOD             NEDR
 LG0627
 LG0627                          STATION DESCRIPTION
 LG0627
 LG0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0627'AT NORA.
 LG0627'AT NORA, NUCKOLLS COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 LG0627'ABOUT 1/4 MILE SOUTHWEST OF THE JUNCTION OF THE CHICAGO, ROCK
 LG0627'ISLAND AND PACIFIC RAILWAY, 80 FEET WEST OF THE CROSSING OF STATE
 LG0627'HIGHWAY 3, 100 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 LG0627'AT A CONCRETE HIGHWAY CULVERT, AND IN THE TOP OF THE NORTH HEAD
 LG0627'WALL.  A STANDARD DISK, STAMPED M 163 1934.
 LG0627
 LG0627                          STATION RECOVERY (2007)
 LG0627
 LG0627'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 LG0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0674 ***********************************************************************
 LH0674  DESIGNATION -  M 164
 LH0674  PID         -  LH0674
 LH0674  STATE/COUNTY-  NE/PHELPS
 LH0674  COUNTRY     -  US
 LH0674  USGS QUAD   -  HOLDREGE WEST (2017)
 LH0674
 LH0674                         *CURRENT SURVEY CONTROL
 LH0674  ______________________________________________________________________
 LH0674* NAD 83(1986) POSITION- 40 25 55.     (N) 099 23 05.     (W)   SCALED
 LH0674* NAVD 88 ORTHO HEIGHT -   707.662 (meters)     2321.72  (feet) ADJUSTED
 LH0674  ______________________________________________________________________
 LH0674  GEOID HEIGHT    -        -24.858 (meters)                     GEOID18
 LH0674  DYNAMIC HEIGHT  -        707.225 (meters)     2320.29  (feet) COMP
 LH0674  MODELED GRAVITY -    979,984.0   (mgal)                       NAVD 88
 LH0674
 LH0674  VERT ORDER      -  SECOND    CLASS 0
 LH0674
 LH0674.The horizontal coordinates were scaled from a map and have
 LH0674.an estimated accuracy of +/- 6 seconds.
 LH0674
 LH0674.The orthometric height was determined by differential leveling and
 LH0674.adjusted by the NATIONAL GEODETIC SURVEY
 LH0674.in June 1991.
 LH0674
 LH0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0674.GEOID18 height accuracy estimate available here.
 LH0674
 LH0674.Click photographs - Photos may exist for this station.
 LH0674
 LH0674.The dynamic height is computed by dividing the NAVD 88
 LH0674.geopotential number by the normal gravity value computed on the
 LH0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0674.degrees latitude (g = 980.6199 gals.).
 LH0674
 LH0674.The modeled gravity was interpolated from observed gravity values.
 LH0674
 LH0674;                    North         East    Units  Estimated Accuracy
 LH0674;SPC NE       -    66,650.      552,200.      MT  (+/- 180 meters Scaled)
 LH0674
 LH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK673757(NAD 83)
 LH0674
 LH0674                          SUPERSEDED SURVEY CONTROL
 LH0674
 LH0674  NGVD 29 (??/??/92)  707.384  (m)         2320.81   (f) ADJ UNCH    2 0
 LH0674
 LH0674.Superseded values are not recommended for survey control.
 LH0674
 LH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0674.See file dsdata.pdf to determine how the superseded data were derived.
 LH0674
 LH0674_MARKER: DB = BENCH MARK DISK
 LH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0674_STAMPING: M 164 1934
 LH0674_MARK LOGO: CGS
 LH0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0674+STABILITY: SURFACE MOTION
 LH0674
 LH0674  HISTORY     - Date     Condition        Report By
 LH0674  HISTORY     - 1934     MONUMENTED       CGS
 LH0674  HISTORY     - 1938     GOOD             CGS
 LH0674
 LH0674                          STATION DESCRIPTION
 LH0674
 LH0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LH0674'AT HOLDREGE.
 LH0674'AT HOLDREGE, PHELPS COUNTY, ON THE CHICAGO, BURLINGTON AND
 LH0674'QUINCY RAILROAD, AT THE WEST END OF THE YARDS, 2 POLES EAST
 LH0674'OF A RAILROAD JUNCTION, AND 45 FEET SOUTH OF THE CENTERLINE
 LH0674'OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED M 164 1934 AND
 LH0674'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0018 ***********************************************************************
 LJ0018  DESIGNATION -  M 165
 LJ0018  PID         -  LJ0018
 LJ0018  STATE/COUNTY-  NE/FRONTIER
 LJ0018  COUNTRY     -  US
 LJ0018  USGS QUAD   -  MOOREFIELD (2017)
 LJ0018
 LJ0018                         *CURRENT SURVEY CONTROL
 LJ0018  ______________________________________________________________________
 LJ0018* NAD 83(1986) POSITION- 40 42 02.     (N) 100 23 01.     (W)   SCALED
 LJ0018* NAVD 88 ORTHO HEIGHT -   847.633 (meters)     2780.94  (feet) ADJUSTED
 LJ0018  ______________________________________________________________________
 LJ0018  GEOID HEIGHT    -        -23.237 (meters)                     GEOID18
 LJ0018  DYNAMIC HEIGHT  -        847.108 (meters)     2779.22  (feet) COMP
 LJ0018  MODELED GRAVITY -    979,976.3   (mgal)                       NAVD 88
 LJ0018
 LJ0018  VERT ORDER      -  SECOND    CLASS 0
 LJ0018
 LJ0018.The horizontal coordinates were scaled from a map and have
 LJ0018.an estimated accuracy of +/- 6 seconds.
 LJ0018
 LJ0018.The orthometric height was determined by differential leveling and
 LJ0018.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0018.in June 1991.
 LJ0018
 LJ0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0018.GEOID18 height accuracy estimate available here.
 LJ0018
 LJ0018.Click photographs - Photos may exist for this station.
 LJ0018
 LJ0018.The dynamic height is computed by dividing the NAVD 88
 LJ0018.geopotential number by the normal gravity value computed on the
 LJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0018.degrees latitude (g = 980.6199 gals.).
 LJ0018
 LJ0018.The modeled gravity was interpolated from observed gravity values.
 LJ0018
 LJ0018;                    North         East    Units  Estimated Accuracy
 LJ0018;SPC NE       -    96,360.      467,590.      MT  (+/- 180 meters Scaled)
 LJ0018
 LJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL831064(NAD 83)
 LJ0018
 LJ0018                          SUPERSEDED SURVEY CONTROL
 LJ0018
 LJ0018  NGVD 29 (??/??/92)  847.292  (m)         2779.82   (f) ADJ UNCH    2 0
 LJ0018
 LJ0018.Superseded values are not recommended for survey control.
 LJ0018
 LJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0018.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0018
 LJ0018_MARKER: DB = BENCH MARK DISK
 LJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0018_STAMPING: M 165 1934
 LJ0018_MARK LOGO: CGS
 LJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0018+STABILITY: SURFACE MOTION
 LJ0018
 LJ0018  HISTORY     - Date     Condition        Report By
 LJ0018  HISTORY     - 1934     MONUMENTED       CGS
 LJ0018
 LJ0018                          STATION DESCRIPTION
 LJ0018
 LJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0018'1.4 MI NE FROM MOOREFIELD.
 LJ0018'1.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0018'RAILROAD FROM THE CITY WATER TOWER AT MOOREFIELD, FRONTIER COUNTY,
 LJ0018'40 FEET SOUTHEAST OF A FRONTIER-LINCOLN COUNTY-LINE SIGN, AT
 LJ0018'A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LJ0018'AND 10 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 LJ0018'DISK, STAMPED M 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0740 ***********************************************************************
 LH0740  DESIGNATION -  M 166
 LH0740  PID         -  LH0740
 LH0740  STATE/COUNTY-  NE/FURNAS
 LH0740  COUNTRY     -  US
 LH0740  USGS QUAD   -  EDISON (2017)
 LH0740
 LH0740                         *CURRENT SURVEY CONTROL
 LH0740  ______________________________________________________________________
 LH0740* NAD 83(1986) POSITION- 40 16 43.     (N) 099 46 21.     (W)   SCALED
 LH0740* NAVD 88 ORTHO HEIGHT -   645.314 (meters)     2117.17  (feet) ADJUSTED
 LH0740  ______________________________________________________________________
 LH0740  GEOID HEIGHT    -        -24.781 (meters)                     GEOID18
 LH0740  DYNAMIC HEIGHT  -        644.906 (meters)     2115.83  (feet) COMP
 LH0740  MODELED GRAVITY -    979,972.0   (mgal)                       NAVD 88
 LH0740
 LH0740  VERT ORDER      -  SECOND    CLASS 0
 LH0740
 LH0740.The horizontal coordinates were scaled from a map and have
 LH0740.an estimated accuracy of +/- 6 seconds.
 LH0740
 LH0740.The orthometric height was determined by differential leveling and
 LH0740.adjusted by the NATIONAL GEODETIC SURVEY
 LH0740.in June 1991.
 LH0740
 LH0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0740.GEOID18 height accuracy estimate available here.
 LH0740
 LH0740.Click photographs - Photos may exist for this station.
 LH0740
 LH0740.The dynamic height is computed by dividing the NAVD 88
 LH0740.geopotential number by the normal gravity value computed on the
 LH0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0740.degrees latitude (g = 980.6199 gals.).
 LH0740
 LH0740.The modeled gravity was interpolated from observed gravity values.
 LH0740
 LH0740;                    North         East    Units  Estimated Accuracy
 LH0740;SPC NE       -    49,470.      519,350.      MT  (+/- 180 meters Scaled)
 LH0740
 LH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK343589(NAD 83)
 LH0740
 LH0740                          SUPERSEDED SURVEY CONTROL
 LH0740
 LH0740  NGVD 29 (??/??/92)  645.033  (m)         2116.25   (f) ADJ UNCH    2 0
 LH0740
 LH0740.Superseded values are not recommended for survey control.
 LH0740
 LH0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0740.See file dsdata.pdf to determine how the superseded data were derived.
 LH0740
 LH0740_MARKER: DB = BENCH MARK DISK
 LH0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0740_SP_SET: PIER
 LH0740_STAMPING: M 166 1934
 LH0740_MARK LOGO: CGS
 LH0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0740+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1999
 LH0740
 LH0740  HISTORY     - Date     Condition        Report By
 LH0740  HISTORY     - 1934     MONUMENTED       CGS
 LH0740  HISTORY     - 1946     GOOD             USGS
 LH0740  HISTORY     - 19990323 MARK NOT FOUND   NEDR
 LH0740
 LH0740                          STATION DESCRIPTION
 LH0740
 LH0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0740'AT EDISON.
 LH0740'AT EDISON, FURNAS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0740'RAILROAD, AT THE SOUTHWEST CORNER OF BRIDGE NO. 241.51, IN
 LH0740'THE TOP OF THE CONCRETE PIER, AND 8 FEET SOUTH OF THE CENTER
 LH0740'LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 166 1934.
 LH0740
 LH0740                          STATION RECOVERY (1946)
 LH0740
 LH0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LH0740'RECOVERED IN GOOD CONDITION.
 LH0740
 LH0740                          STATION RECOVERY (1999)
 LH0740
 LH0740'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (GT)
 LH0740'THE OLD ABANDONED BRIDGE ABUTMENT WAS FOUND BADLY DETERIORATED AND
 LH0740'ONLY THE IMPRINT OF WHERE THE DISK WAS REMAINS.  FOR ALL PRACTICAL
 LH0740'PURPOSES THIS MARK IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0370 ***********************************************************************
 LH0370  DESIGNATION -  M 167
 LH0370  PID         -  LH0370
 LH0370  STATE/COUNTY-  NE/FRANKLIN
 LH0370  COUNTRY     -  US
 LH0370  USGS QUAD   -  RIVERTON (2017)
 LH0370
 LH0370                         *CURRENT SURVEY CONTROL
 LH0370  ______________________________________________________________________
 LH0370* NAD 83(1986) POSITION- 40 05 21.     (N) 098 49 09.     (W)   SCALED
 LH0370* NAVD 88 ORTHO HEIGHT -   543.118 (meters)     1781.88  (feet) ADJUSTED
 LH0370  ______________________________________________________________________
 LH0370  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 LH0370  DYNAMIC HEIGHT  -        542.781 (meters)     1780.77  (feet) COMP
 LH0370  MODELED GRAVITY -    979,989.1   (mgal)                       NAVD 88
 LH0370
 LH0370  VERT ORDER      -  SECOND    CLASS 0
 LH0370
 LH0370.The horizontal coordinates were scaled from a map and have
 LH0370.an estimated accuracy of +/- 6 seconds.
 LH0370
 LH0370.The orthometric height was determined by differential leveling and
 LH0370.adjusted by the NATIONAL GEODETIC SURVEY
 LH0370.in June 1991.
 LH0370
 LH0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0370.GEOID18 height accuracy estimate available here.
 LH0370
 LH0370.Click photographs - Photos may exist for this station.
 LH0370
 LH0370.The dynamic height is computed by dividing the NAVD 88
 LH0370.geopotential number by the normal gravity value computed on the
 LH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0370.degrees latitude (g = 980.6199 gals.).
 LH0370
 LH0370.The modeled gravity was interpolated from observed gravity values.
 LH0370
 LH0370;                    North         East    Units  Estimated Accuracy
 LH0370;SPC NE       -    29,090.      600,700.      MT  (+/- 180 meters Scaled)
 LH0370
 LH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK154376(NAD 83)
 LH0370
 LH0370                          SUPERSEDED SURVEY CONTROL
 LH0370
 LH0370  NGVD 29 (??/??/92)  542.885  (m)         1781.12   (f) ADJ UNCH    2 0
 LH0370
 LH0370.Superseded values are not recommended for survey control.
 LH0370
 LH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0370.See file dsdata.pdf to determine how the superseded data were derived.
 LH0370
 LH0370_MARKER: DB = BENCH MARK DISK
 LH0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0370_SP_SET: PIER
 LH0370_STAMPING: M 167 1934
 LH0370_MARK LOGO: CGS
 LH0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0370+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2009
 LH0370
 LH0370  HISTORY     - Date     Condition        Report By
 LH0370  HISTORY     - 1934     MONUMENTED       CGS
 LH0370  HISTORY     - 1984     GOOD             LOCSUR
 LH0370  HISTORY     - 20090827 GOOD             NEGS
 LH0370
 LH0370                          STATION DESCRIPTION
 LH0370
 LH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0370'3.4 MI W FROM FRANKLIN.
 LH0370'3.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0370'RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN COUNTY, AT
 LH0370'BRIDGE NO. 211.49, AND IN THE TOP OF THE NORTH END OF THE
 LH0370'WESTMOST PIER.  A STANDARD DISK, STAMPED M 167 1934.
 LH0370
 LH0370                          STATION RECOVERY (1984)
 LH0370
 LH0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0370'RECOVERED IN GOOD CONDITION.
 LH0370
 LH0370                          STATION RECOVERY (2009)
 LH0370
 LH0370'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2009 (JCP)
 LH0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0331 ***********************************************************************
 LH0331  DESIGNATION -  M 168
 LH0331  PID         -  LH0331
 LH0331  STATE/COUNTY-  NE/KEARNEY
 LH0331  COUNTRY     -  US
 LH0331  USGS QUAD   -  HOLSTEIN (2017)
 LH0331
 LH0331                         *CURRENT SURVEY CONTROL
 LH0331  ______________________________________________________________________
 LH0331* NAD 83(1986) POSITION- 40 28 27.     (N) 098 44 33.     (W)   SCALED
 LH0331* NAVD 88 ORTHO HEIGHT -   623.526 (meters)     2045.68  (feet) ADJUSTED
 LH0331  ______________________________________________________________________
 LH0331  GEOID HEIGHT    -        -25.244 (meters)                     GEOID18
 LH0331  DYNAMIC HEIGHT  -        623.161 (meters)     2044.49  (feet) COMP
 LH0331  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 LH0331
 LH0331  VERT ORDER      -  SECOND    CLASS 0
 LH0331
 LH0331.The horizontal coordinates were scaled from a map and have
 LH0331.an estimated accuracy of +/- 6 seconds.
 LH0331
 LH0331.The orthometric height was determined by differential leveling and
 LH0331.adjusted by the NATIONAL GEODETIC SURVEY
 LH0331.in June 1991.
 LH0331
 LH0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0331.GEOID18 height accuracy estimate available here.
 LH0331
 LH0331.Click photographs - Photos may exist for this station.
 LH0331
 LH0331.The dynamic height is computed by dividing the NAVD 88
 LH0331.geopotential number by the normal gravity value computed on the
 LH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0331.degrees latitude (g = 980.6199 gals.).
 LH0331
 LH0331.The modeled gravity was interpolated from observed gravity values.
 LH0331
 LH0331;                    North         East    Units  Estimated Accuracy
 LH0331;SPC NE       -    71,930.      606,610.      MT  (+/- 180 meters Scaled)
 LH0331
 LH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK218804(NAD 83)
 LH0331
 LH0331                          SUPERSEDED SURVEY CONTROL
 LH0331
 LH0331  NGVD 29 (??/??/92)  623.277  (m)         2044.87   (f) ADJ UNCH    2 0
 LH0331
 LH0331.Superseded values are not recommended for survey control.
 LH0331
 LH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0331.See file dsdata.pdf to determine how the superseded data were derived.
 LH0331
 LH0331_MARKER: DB = BENCH MARK DISK
 LH0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0331_STAMPING: M 168 1934
 LH0331_MARK LOGO: CGS
 LH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0331+STABILITY: SURFACE MOTION
 LH0331
 LH0331  HISTORY     - Date     Condition        Report By
 LH0331  HISTORY     - 1934     MONUMENTED       CGS
 LH0331  HISTORY     - 1949     GOOD             CGS
 LH0331  HISTORY     - 20190702 MARK NOT FOUND   NEGS
 LH0331
 LH0331                          STATION DESCRIPTION
 LH0331
 LH0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0331'4.9 MI W FROM HOLSTEIN.
 LH0331'IN KEARNEY COUNTY, 4.9 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0331'AND QUINCY RAILROAD FROM THE WATER TOWER AT HOLSTEIN, ADAMS
 LH0331'COUNTY, 5 RAILS EAST OF THE CENTER OF A ROAD CROSSING, AND 45
 LH0331'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LH0331'STAMPED M 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0331
 LH0331                          STATION RECOVERY (2019)
 LH0331
 LH0331'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 LH0331'RAILROAD TRACKS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0255 ***********************************************************************
 LG0255  DESIGNATION -  M 169
 LG0255  PID         -  LG0255
 LG0255  STATE/COUNTY-  NE/GAGE
 LG0255  COUNTRY     -  US
 LG0255  USGS QUAD   -  HARBINE (2017)
 LG0255
 LG0255                         *CURRENT SURVEY CONTROL
 LG0255  ______________________________________________________________________
 LG0255* NAD 83(1986) POSITION- 40 13 08.     (N) 096 54 34.     (W)   SCALED
 LG0255* NAVD 88 ORTHO HEIGHT -   437.870 (meters)     1436.58  (feet) ADJUSTED
 LG0255  ______________________________________________________________________
 LG0255  GEOID HEIGHT    -        -27.049 (meters)                     GEOID18
 LG0255  DYNAMIC HEIGHT  -        437.630 (meters)     1435.79  (feet) COMP
 LG0255  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 LG0255
 LG0255  VERT ORDER      -  SECOND    CLASS 0
 LG0255
 LG0255.The horizontal coordinates were scaled from a map and have
 LG0255.an estimated accuracy of +/- 6 seconds.
 LG0255
 LG0255.The orthometric height was determined by differential leveling and
 LG0255.adjusted by the NATIONAL GEODETIC SURVEY
 LG0255.in June 1991.
 LG0255
 LG0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0255.GEOID18 height accuracy estimate available here.
 LG0255
 LG0255.Click photographs - Photos may exist for this station.
 LG0255
 LG0255.The dynamic height is computed by dividing the NAVD 88
 LG0255.geopotential number by the normal gravity value computed on the
 LG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0255.degrees latitude (g = 980.6199 gals.).
 LG0255
 LG0255.The modeled gravity was interpolated from observed gravity values.
 LG0255
 LG0255;                    North         East    Units  Estimated Accuracy
 LG0255;SPC NE       -    47,510.      762,990.      MT  (+/- 180 meters Scaled)
 LG0255
 LG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK778541(NAD 83)
 LG0255
 LG0255                          SUPERSEDED SURVEY CONTROL
 LG0255
 LG0255  NGVD 29 (??/??/92)  437.730  (m)         1436.12   (f) ADJ UNCH    2 0
 LG0255
 LG0255.Superseded values are not recommended for survey control.
 LG0255
 LG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0255.See file dsdata.pdf to determine how the superseded data were derived.
 LG0255
 LG0255_MARKER: DB = BENCH MARK DISK
 LG0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0255_STAMPING: M 169 1934
 LG0255_MARK LOGO: CGS
 LG0255_PROJECTION: RECESSED 3 CENTIMETERS
 LG0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0255+STABILITY: SURFACE MOTION
 LG0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0255+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0255
 LG0255  HISTORY     - Date     Condition        Report By
 LG0255  HISTORY     - 1934     MONUMENTED       CGS
 LG0255  HISTORY     - 19881004 POOR             NGS
 LG0255  HISTORY     - 20070118 POOR             NEDR
 LG0255  HISTORY     - 20170111 POOR             NEGS
 LG0255
 LG0255                          STATION DESCRIPTION
 LG0255
 LG0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0255'1.8 MI W FROM ELLIS.
 LG0255'1.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0255'RAILROAD FROM THE STATION AT ELLIS, GAGE COUNTY, 57 FEET NORTH
 LG0255'OF THE CENTERLINE OF THE TRACK, AND 36 FEET SOUTH OF THE
 LG0255'CENTERLINE OF STATE HIGHWAY 3.  A STANDARD DISK, STAMPED M 169
 LG0255'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0255
 LG0255                          STATION RECOVERY (1988)
 LG0255
 LG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0255'THE MARK WAS RECOVERED IN POOR CONDITION, WITH A PORTION OF THE NORTH
 LG0255'SIDE BROKEN AWAY.  THE MARK LEANS VISIBLY TO THE SOUTH. TO REACH FROM
 LG0255'A GRAIN STORAGE ELEVATOR, AT ELLIS, GO WEST ON U.S. HIGHWAY 136 FOR
 LG0255'2.90 KM (1.80 MI) TO THE MARK ON THE LEFT, 16.46 M (54.00 FT) SOUTH
 LG0255'FROM THE CENTERLINE OF THE HIGHWAY, 0.30 M (0.98 FT) EAST FROM A
 LG0255'WITNESS POST AND SET INTO THE TOP OF A 36 CM ROUND CONCRETE POST THAT
 LG0255'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 LG0255
 LG0255                          STATION RECOVERY (2007)
 LG0255
 LG0255'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0255'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0255'THE MARK WAS RECOVERED IN POOR CONDITION, WITH A PORTION OF THE NORTH
 LG0255'SIDE BROKEN AWAY. THE MARK LEANS VISIBLY TO THE SOUTH. DROVE A 3 FT.
 LG0255'REBAR FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE MARK.
 LG0255
 LG0255                          STATION RECOVERY (2017)
 LG0255
 LG0255'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0255'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0566 ***********************************************************************
 ML0566  DESIGNATION -  M 17
 ML0566  PID         -  ML0566
 ML0566  STATE/COUNTY-  NE/LOUP
 ML0566  COUNTRY     -  US
 ML0566  USGS QUAD   -  TAYLOR (2017)
 ML0566
 ML0566                         *CURRENT SURVEY CONTROL
 ML0566  ______________________________________________________________________
 ML0566* NAD 83(1986) POSITION- 41 45 24.     (N) 099 22 34.     (W)   SCALED
 ML0566* NAVD 88 ORTHO HEIGHT -   699.976 (meters)     2296.50  (feet) ADJUSTED
 ML0566  ______________________________________________________________________
 ML0566  GEOID HEIGHT    -        -23.091 (meters)                     GEOID18
 ML0566  DYNAMIC HEIGHT  -        699.637 (meters)     2295.39  (feet) COMP
 ML0566  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 ML0566
 ML0566  VERT ORDER      -  FIRST     CLASS II
 ML0566
 ML0566.The horizontal coordinates were scaled from a map and have
 ML0566.an estimated accuracy of +/- 6 seconds.
 ML0566
 ML0566.The orthometric height was determined by differential leveling and
 ML0566.adjusted by the NATIONAL GEODETIC SURVEY
 ML0566.in June 1991.
 ML0566
 ML0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0566.GEOID18 height accuracy estimate available here.
 ML0566
 ML0566.Click photographs - Photos may exist for this station.
 ML0566
 ML0566.The dynamic height is computed by dividing the NAVD 88
 ML0566.geopotential number by the normal gravity value computed on the
 ML0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0566.degrees latitude (g = 980.6199 gals.).
 ML0566
 ML0566.The modeled gravity was interpolated from observed gravity values.
 ML0566
 ML0566;                    North         East    Units  Estimated Accuracy
 ML0566;SPC NE       -   213,730.      551,870.      MT  (+/- 180 meters Scaled)
 ML0566
 ML0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM687228(NAD 83)
 ML0566
 ML0566                          SUPERSEDED SURVEY CONTROL
 ML0566
 ML0566  NGVD 29 (??/??/92)  699.721  (m)         2295.67   (f) ADJ UNCH    1 2
 ML0566
 ML0566.Superseded values are not recommended for survey control.
 ML0566
 ML0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0566.See file dsdata.pdf to determine how the superseded data were derived.
 ML0566
 ML0566_MARKER: DB = BENCH MARK DISK
 ML0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0566_STAMPING: M 17 1933
 ML0566_MARK LOGO: CGS
 ML0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0566+STABILITY: SURFACE MOTION
 ML0566
 ML0566  HISTORY     - Date     Condition        Report By
 ML0566  HISTORY     - 1933     MONUMENTED       CGS
 ML0566  HISTORY     - 1935     GOOD             CGS
 ML0566
 ML0566                          STATION DESCRIPTION
 ML0566
 ML0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0566'1 MI S FROM TAYLOR.
 ML0566'1 MILE SOUTH.  MARK IS LOCATED 300 FT. NORTH OF T ROAD WHERE HWY.
 ML0566'53 TURNS EAST FROM HWY. 83.  IT IS 32 FT. WEST OF CENTER OF HWY.
 ML0566'83 AND IS 2 FT. WEST OF A FENCE.
 ML0566
 ML0566                          STATION RECOVERY (1935)
 ML0566
 ML0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ML0566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1149 ***********************************************************************
 ML1149  DESIGNATION -  M 17 3
 ML1149  PID         -  ML1149
 ML1149  STATE/COUNTY-  NE/CUSTER
 ML1149  COUNTRY     -  US
 ML1149  USGS QUAD   -  MASON CITY (2017)
 ML1149
 ML1149                         *CURRENT SURVEY CONTROL
 ML1149  ______________________________________________________________________
 ML1149* NAD 83(1995) POSITION- 41 12 20.72064(N) 099 18 09.08449(W)   ADJUSTED
 ML1149* NAVD 88 ORTHO HEIGHT -   735.    (meters)     2411.    (feet) SCALED
 ML1149  ______________________________________________________________________
 ML1149  GEOID HEIGHT    -        -23.573 (meters)                     GEOID18
 ML1149  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 ML1149  HORZ ORDER      -  SECOND
 ML1149
 ML1149.The horizontal coordinates were established by classical geodetic methods
 ML1149.and adjusted by the National Geodetic Survey in August 1997.
 ML1149
 ML1149.The orthometric height was scaled from a topographic map.
 ML1149
 ML1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1149.GEOID18 height accuracy estimate available here.
 ML1149
 ML1149.Click photographs - Photos may exist for this station.
 ML1149
 ML1149.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1149
 ML1149. The following values were computed from the NAD 83(1995) position.
 ML1149
 ML1149;                    North         East     Units Scale Factor Converg.
 ML1149;SPC NE       -   152,609.960   558,479.640   MT  0.99967224   +0 27 44.0
 ML1149;SPC NE       -   500,687.84  1,832,278.62   sFT  0.99967224   +0 27 44.0
 ML1149;UTM  14      - 4,561,642.420   474,636.583   MT  0.99960792   -0 11 57.5
 ML1149
 ML1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1149!SPC NE       -   0.99988838  x   0.99967224  =   0.99956066
 ML1149!UTM  14      -   0.99988838  x   0.99960792  =   0.99949635
 ML1149
 ML1149:                Primary Azimuth Mark                     Grid Az
 ML1149:SPC NE       -  M 17 3 AZ MK                             266 35 22.9
 ML1149:UTM  14      -  M 17 3 AZ MK                             267 15 04.4
 ML1149
 ML1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7463661642(NAD 83)
 ML1149
 ML1149|---------------------------------------------------------------------|
 ML1149| PID    Reference Object                     Distance      Geod. Az  |
 ML1149|                                                           dddmmss.s |
 ML1149| ML1150 MASON CITY MUNICIPAL STANDPIPE      APPROX. 1.7 KM 0011305.1 |
 ML1149| ML1148 LITCHFIELD MUNICIPAL STANDPIPE      APPROX.13.3 KM 1120911.0 |
 ML1149| CN9930 M 17 3 RM 1                          27.801 METERS 15009     |
 ML1149| CN9931 M 17 3 RM 2                          27.480 METERS 20805     |
 ML1149| CN9929 M 17 3 AZ MK                                       2670306.9 |
 ML1149|---------------------------------------------------------------------|
 ML1149
 ML1149                          SUPERSEDED SURVEY CONTROL
 ML1149
 ML1149  NAD 83(1986)-  41 12 20.72842(N)    099 18 09.08886(W) AD(       ) 2
 ML1149  NAD 27      -  41 12 20.69800(N)    099 18 07.73700(W) AD(       ) 2
 ML1149
 ML1149.Superseded values are not recommended for survey control.
 ML1149
 ML1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1149.See file dsdata.pdf to determine how the superseded data were derived.
 ML1149
 ML1149_MARKER: DB = BENCH MARK DISK
 ML1149_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1149_STAMPING: M 17 3
 ML1149_MARK LOGO: BOR
 ML1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1149
 ML1149  HISTORY     - Date     Condition        Report By
 ML1149  HISTORY     - UNK      MONUMENTED       BOR
 ML1149  HISTORY     - 1951     GOOD             CGS
 ML1149
 ML1149                          STATION DESCRIPTION
 ML1149
 ML1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1149'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF MASON CITY
 ML1149'AND ON A HIGH PROMINENT HILL IN A PASTURE.  IT IS 100.0 FEET
 ML1149'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 80.0 FEET
 ML1149'NORTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD U.S.B.R.
 ML1149'BENCH MARK DISK SET A 6 INCH SQUARE CONCRETE POST PROJECTING
 ML1149'4 INCHES AND STAMPED M 17 3.
 ML1149'
 ML1149'REFERENCE MARK NO. 1 IS 20.0 FEET NORTH OF THE CENTER OF AN
 ML1149'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 ML1149'IS ABOUT 2.0 FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS
 ML1149'2 INCHES AND IS STAMPED M 17 3 NO 1 1951.
 ML1149'
 ML1149'REFERENCE MARK NO. 2 IS 20.0 FEET NORTH OF THE CENTER OF AN
 ML1149'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT IS
 ML1149'ABOUT 3.0 FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS
 ML1149'2 INCHES AND IS STAMPED M 17 3 NO 2 1951.
 ML1149'
 ML1149'THE DISTANCE BETWEEN REFERENCE MARKS IS 87.8 FEET.
 ML1149'
 ML1149'THE AZIMUTH MARK IS LOCATED 0.5 MILE WEST OF THE STATION,
 ML1149'28.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 2.0
 ML1149'FEET EAST OF A POWERLINE POLE AND 2.0 FEET EAST OF A WITNESS
 ML1149'POST.  IT PROJECTS 6 INCHES AND IS STAMPED M 17 3 1951.
 ML1149'
 ML1149'TO REACH THE STATION FROM THE POST OFFICE IN MASON CITY,
 ML1149'GO SOUTH ON A GRAVELED ROAD FOR 1.2 MILES TO A T ROAD WEST.
 ML1149'TURN RIGHT, WEST, ON A DIRT ROAD FOR 0.1 MILE TO THE TOP OF
 ML1149'THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0588 ***********************************************************************
 LG0588  DESIGNATION -  M 170
 LG0588  PID         -  LG0588
 LG0588  STATE/COUNTY-  NE/CLAY
 LG0588  COUNTRY     -  US
 LG0588  USGS QUAD   -  EDGAR (2017)
 LG0588
 LG0588                         *CURRENT SURVEY CONTROL
 LG0588  ______________________________________________________________________
 LG0588* NAD 83(1986) POSITION- 40 21 54.     (N) 097 59 01.     (W)   SCALED
 LG0588* NAVD 88 ORTHO HEIGHT -   524.749 (meters)     1721.61  (feet) ADJUSTED
 LG0588  ______________________________________________________________________
 LG0588  GEOID HEIGHT    -        -26.215 (meters)                     GEOID18
 LG0588  DYNAMIC HEIGHT  -        524.446 (meters)     1720.62  (feet) COMP
 LG0588  MODELED GRAVITY -    980,031.5   (mgal)                       NAVD 88
 LG0588
 LG0588  VERT ORDER      -  SECOND    CLASS 0
 LG0588
 LG0588.The horizontal coordinates were scaled from a map and have
 LG0588.an estimated accuracy of +/- 6 seconds.
 LG0588
 LG0588.The orthometric height was determined by differential leveling and
 LG0588.adjusted by the NATIONAL GEODETIC SURVEY
 LG0588.in June 1991.
 LG0588
 LG0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0588.GEOID18 height accuracy estimate available here.
 LG0588
 LG0588.Click photographs - Photos may exist for this station.
 LG0588
 LG0588.The dynamic height is computed by dividing the NAVD 88
 LG0588.geopotential number by the normal gravity value computed on the
 LG0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0588.degrees latitude (g = 980.6199 gals.).
 LG0588
 LG0588.The modeled gravity was interpolated from observed gravity values.
 LG0588
 LG0588;                    North         East    Units  Estimated Accuracy
 LG0588;SPC NE       -    61,030.      671,230.      MT  (+/- 180 meters Scaled)
 LG0588
 LG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK862687(NAD 83)
 LG0588
 LG0588                          SUPERSEDED SURVEY CONTROL
 LG0588
 LG0588  NGVD 29 (??/??/92)  524.552  (m)         1720.97   (f) ADJ UNCH    2 0
 LG0588
 LG0588.Superseded values are not recommended for survey control.
 LG0588
 LG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0588.See file dsdata.pdf to determine how the superseded data were derived.
 LG0588
 LG0588_MARKER: DB = BENCH MARK DISK
 LG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0588_STAMPING: M 170 1934
 LG0588_MARK LOGO: CGS
 LG0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0588+STABILITY: SURFACE MOTION
 LG0588
 LG0588  HISTORY     - Date     Condition        Report By
 LG0588  HISTORY     - 1934     MONUMENTED       CGS
 LG0588
 LG0588                          STATION DESCRIPTION
 LG0588
 LG0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0588'0.8 MI W FROM EDGAR.
 LG0588'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0588'FROM THE UNION PACIFIC STATION AT EDGAR, CLAY COUNTY, 6 RAILS
 LG0588'WEST OF A ROAD CROSSING, AND 45 FEET SOUTH OF THE CENTERLINE
 LG0588'OF THE TRACK.  A STANDARD DISK, STAMPED M 170 1934 AND SET IN THE
 LG0588'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0569 ***********************************************************************
 LG0569  DESIGNATION -  M 171
 LG0569  PID         -  LG0569
 LG0569  STATE/COUNTY-  NE/JEFFERSON
 LG0569  COUNTRY     -  US
 LG0569  USGS QUAD   -  FAIRBURY (2017)
 LG0569
 LG0569                         *CURRENT SURVEY CONTROL
 LG0569  ______________________________________________________________________
 LG0569* NAD 83(1986) POSITION- 40 08 55.     (N) 097 11 43.     (W)   SCALED
 LG0569* NAVD 88 ORTHO HEIGHT -   402.653 (meters)     1321.04  (feet) ADJUSTED
 LG0569  ______________________________________________________________________
 LG0569  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 LG0569  DYNAMIC HEIGHT  -        402.424 (meters)     1320.29  (feet) COMP
 LG0569  MODELED GRAVITY -    980,044.7   (mgal)                       NAVD 88
 LG0569
 LG0569  VERT ORDER      -  SECOND    CLASS 0
 LG0569
 LG0569.The horizontal coordinates were scaled from a map and have
 LG0569.an estimated accuracy of +/- 6 seconds.
 LG0569
 LG0569.The orthometric height was determined by differential leveling and
 LG0569.adjusted by the NATIONAL GEODETIC SURVEY
 LG0569.in June 1991.
 LG0569
 LG0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0569.GEOID18 height accuracy estimate available here.
 LG0569
 LG0569.Click photographs - Photos may exist for this station.
 LG0569
 LG0569.The dynamic height is computed by dividing the NAVD 88
 LG0569.geopotential number by the normal gravity value computed on the
 LG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0569.degrees latitude (g = 980.6199 gals.).
 LG0569
 LG0569.The modeled gravity was interpolated from observed gravity values.
 LG0569
 LG0569;                    North         East    Units  Estimated Accuracy
 LG0569;SPC NE       -    38,880.      738,930.      MT  (+/- 180 meters Scaled)
 LG0569
 LG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK537458(NAD 83)
 LG0569
 LG0569                          SUPERSEDED SURVEY CONTROL
 LG0569
 LG0569  NGVD 29 (??/??/92)  402.506  (m)         1320.56   (f) ADJ UNCH    2 0
 LG0569
 LG0569.Superseded values are not recommended for survey control.
 LG0569
 LG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0569.See file dsdata.pdf to determine how the superseded data were derived.
 LG0569
 LG0569_MARKER: DB = BENCH MARK DISK
 LG0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0569_SP_SET: BRIDGE
 LG0569_STAMPING: M 171 1934
 LG0569_MARK LOGO: CGS
 LG0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0569
 LG0569  HISTORY     - Date     Condition        Report By
 LG0569  HISTORY     - 1934     MONUMENTED       CGS
 LG0569  HISTORY     - 1960     MARK NOT FOUND   USGS
 LG0569
 LG0569                          STATION DESCRIPTION
 LG0569
 LG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0569'1.2 MI NW FROM FAIRBURY.
 LG0569'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0569'COUNTY COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 135 FEET NORTH
 LG0569'OF RAILROAD BRIDGE 154+07, AT A HIGHWAY BRIDGE, AND IN THE
 LG0569'TOP OF THE SOUTHEAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 LG0569'M 171 1934.  NOTE-- THIS COUNTY HIGHWAY HAS BEEN REGRADED
 LG0569'AND APPARENTLY THE BRIDGE HAS BEEN EXTENSIVELY REPAIRED OR REBUILT
 LG0569'IN LAST YEAR.
 LG0569
 LG0569                          STATION RECOVERY (1960)
 LG0569
 LG0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LG0569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0543 ***********************************************************************
 LG0543  DESIGNATION -  M 172
 LG0543  PID         -  LG0543
 LG0543  STATE/COUNTY-  NE/THAYER
 LG0543  COUNTRY     -  US
 LG0543  USGS QUAD   -  HUBBELL (2017)
 LG0543
 LG0543                         *CURRENT SURVEY CONTROL
 LG0543  ______________________________________________________________________
 LG0543* NAD 83(1986) POSITION- 40 03 33.     (N) 097 23 38.     (W)   SCALED
 LG0543* NAVD 88 ORTHO HEIGHT -   431.252 (meters)     1414.87  (feet) ADJUSTED
 LG0543  ______________________________________________________________________
 LG0543  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 LG0543  DYNAMIC HEIGHT  -        431.005 (meters)     1414.06  (feet) COMP
 LG0543  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 LG0543
 LG0543  VERT ORDER      -  SECOND    CLASS 0
 LG0543
 LG0543.The horizontal coordinates were scaled from a map and have
 LG0543.an estimated accuracy of +/- 6 seconds.
 LG0543
 LG0543.The orthometric height was determined by differential leveling and
 LG0543.adjusted by the NATIONAL GEODETIC SURVEY
 LG0543.in June 1991.
 LG0543
 LG0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0543.GEOID18 height accuracy estimate available here.
 LG0543
 LG0543.Click photographs - Photos may exist for this station.
 LG0543
 LG0543.The dynamic height is computed by dividing the NAVD 88
 LG0543.geopotential number by the normal gravity value computed on the
 LG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0543.degrees latitude (g = 980.6199 gals.).
 LG0543
 LG0543.The modeled gravity was interpolated from observed gravity values.
 LG0543
 LG0543;                    North         East    Units  Estimated Accuracy
 LG0543;SPC NE       -    28,430.      722,310.      MT  (+/- 180 meters Scaled)
 LG0543
 LG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK369355(NAD 83)
 LG0543
 LG0543                          SUPERSEDED SURVEY CONTROL
 LG0543
 LG0543  NGVD 29 (??/??/92)  431.098  (m)         1414.36   (f) ADJ UNCH    2 0
 LG0543
 LG0543.Superseded values are not recommended for survey control.
 LG0543
 LG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0543.See file dsdata.pdf to determine how the superseded data were derived.
 LG0543
 LG0543_MARKER: DB = BENCH MARK DISK
 LG0543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0543_SP_SET: PIER
 LG0543_STAMPING: M 172 1934
 LG0543_MARK LOGO: CGS
 LG0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0543
 LG0543  HISTORY     - Date     Condition        Report By
 LG0543  HISTORY     - 1934     MONUMENTED       CGS
 LG0543
 LG0543                          STATION DESCRIPTION
 LG0543
 LG0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0543'3.1 MI W FROM REYNOLDS.
 LG0543'IN THAYER COUNTY, 3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LG0543'AND QUINCY RAILROAD FROM THE STATION AT REYNOLDS, JEFFERSON
 LG0543'COUNTY, 250 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 3 S,
 LG0543'AT THE SOUTHWEST CORNER OF RAILROAD BRIDGE NO. 131.58, AND IN
 LG0543'THE TOP OF A CONCRETE PIER.  A STANDARD DISK, STAMPED M 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0621 ***********************************************************************
 LG0621  DESIGNATION -  M 173
 LG0621  PID         -  LG0621
 LG0621  STATE/COUNTY-  NE/THAYER
 LG0621  COUNTRY     -  US
 LG0621  USGS QUAD   -  BRUNING (2017)
 LG0621
 LG0621                         *CURRENT SURVEY CONTROL
 LG0621  ______________________________________________________________________
 LG0621* NAD 83(1986) POSITION- 40 17 33.     (N) 097 34 01.     (W)   SCALED
 LG0621* NAVD 88 ORTHO HEIGHT -   478.915 (meters)     1571.24  (feet) ADJUSTED
 LG0621  ______________________________________________________________________
 LG0621  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 LG0621  DYNAMIC HEIGHT  -        478.635 (meters)     1570.32  (feet) COMP
 LG0621  MODELED GRAVITY -    980,025.2   (mgal)                       NAVD 88
 LG0621
 LG0621  VERT ORDER      -  SECOND    CLASS 0
 LG0621
 LG0621.The horizontal coordinates were scaled from a map and have
 LG0621.an estimated accuracy of +/- 6 seconds.
 LG0621
 LG0621.The orthometric height was determined by differential leveling and
 LG0621.adjusted by the NATIONAL GEODETIC SURVEY
 LG0621.in June 1991.
 LG0621
 LG0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0621.GEOID18 height accuracy estimate available here.
 LG0621
 LG0621.Click photographs - Photos may exist for this station.
 LG0621
 LG0621.The dynamic height is computed by dividing the NAVD 88
 LG0621.geopotential number by the normal gravity value computed on the
 LG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0621.degrees latitude (g = 980.6199 gals.).
 LG0621
 LG0621.The modeled gravity was interpolated from observed gravity values.
 LG0621
 LG0621;                    North         East    Units  Estimated Accuracy
 LG0621;SPC NE       -    53,890.      706,830.      MT  (+/- 180 meters Scaled)
 LG0621
 LG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK218612(NAD 83)
 LG0621
 LG0621                          SUPERSEDED SURVEY CONTROL
 LG0621
 LG0621  NGVD 29 (??/??/92)  478.734  (m)         1570.65   (f) ADJ UNCH    2 0
 LG0621
 LG0621.Superseded values are not recommended for survey control.
 LG0621
 LG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0621.See file dsdata.pdf to determine how the superseded data were derived.
 LG0621
 LG0621_MARKER: DB = BENCH MARK DISK
 LG0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0621_STAMPING: M 173 1934
 LG0621_MARK LOGO: CGS
 LG0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0621+STABILITY: SURFACE MOTION
 LG0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0621+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 LG0621
 LG0621  HISTORY     - Date     Condition        Report By
 LG0621  HISTORY     - 1934     MONUMENTED       CGS
 LG0621  HISTORY     - 1974     GOOD             NGS
 LG0621  HISTORY     - 19890404 POOR             NGS
 LG0621
 LG0621                          STATION DESCRIPTION
 LG0621
 LG0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0621'2.7 MI N FROM BELVIDERE.
 LG0621'2.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0621'FROM THE JUNCTION OF THE ST. JOSEPH AND GRAND ISLAND RAILWAY AT
 LG0621'BELVIDERE, THAYER COUNTY, AT A ROAD CROSSING, 40 FEET NORTH OF THE
 LG0621'CENTER LINE OF THE ROAD, AND 51 FEET EAST OF THE CENTER LINE OF
 LG0621'THE TRACK.  A STANDARD DISK, STAMPED M 173 1934 AND SET IN THE TOP
 LG0621'OF A CONCRETE POST.
 LG0621
 LG0621                          STATION RECOVERY (1974)
 LG0621
 LG0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LG0621'RECOVERED IN GOOD CONDITION.
 LG0621
 LG0621                          STATION RECOVERY (1989)
 LG0621
 LG0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0621'RECOVERED IN POOR CONDITION, 4.59 KM (2.85 MI) NORTH FROM BELVIDERE
 LG0621'AND 0.8 KM (0.50 MI) EAST FROM U.S. HIGHWAY 81 AND AT THE JUNCTION OF
 LG0621'A GRADED COUNTY ROAD AND A RAILROAD TRACK.
 LG0621'TO REACH THE MARK FROM THE BELVIDERE POST OFFICE, GO NORTH ON A COUNTY
 LG0621'ROAD FOR 4.59 KM (2.85 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 LG0621'A COUNTY ROAD FOR 0.80 KM (0.50 MI) TO THE RAILROAD CROSSING AND THE
 LG0621'MARK ON THE RIGHT, 15.45 M (50.7 FT) EAST FROM THE EAST RAIL OF THE
 LG0621'TRACKS, 9.4 M (30.8 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 2.26 M
 LG0621'(7.4 FT) WEST FROM A POWER POLE, 2.04 M (6.7 FT) SOUTHEAST FROM A
 LG0621'CONCRETE CORNER FENCE POST, 0.53 M (1.7 FT) EAST FROM A WITNESS POST
 LG0621'AND PROJECTING 0.18 M (0.6 FT) ABOVE THE GROUND.  PART OF THE MARK IS
 LG0621'CRUMBLING AWAY DUE TO FREEZING ACTION BETWEEN THE MARK AND THE OLD
 LG0621'METAL FORM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0241 ***********************************************************************
 LG0241  DESIGNATION -  M 174
 LG0241  PID         -  LG0241
 LG0241  STATE/COUNTY-  NE/GAGE
 LG0241  COUNTRY     -  US
 LG0241  USGS QUAD   -  BEATRICE EAST (2017)
 LG0241
 LG0241                         *CURRENT SURVEY CONTROL
 LG0241  ______________________________________________________________________
 LG0241* NAD 83(1986) POSITION- 40 18 57.42   (N) 096 44 03.24   (W)   HD_HELD1
 LG0241* NAVD 88 ORTHO HEIGHT -   390.673 (meters)     1281.73  (feet) ADJUSTED
 LG0241  ______________________________________________________________________
 LG0241  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 LG0241  DYNAMIC HEIGHT  -        390.465 (meters)     1281.05  (feet) COMP
 LG0241  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 LG0241
 LG0241  VERT ORDER      -  SECOND    CLASS 0
 LG0241
 LG0241.The horizontal coordinates were determined by differentially corrected
 LG0241.hand held GPS observations or other comparable positioning techniques
 LG0241.and have an estimated accuracy of +/- 3 meters.
 LG0241
 LG0241.The orthometric height was determined by differential leveling and
 LG0241.adjusted by the NATIONAL GEODETIC SURVEY
 LG0241.in June 1991.
 LG0241
 LG0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0241.GEOID18 height accuracy estimate available here.
 LG0241
 LG0241.Click photographs - Photos may exist for this station.
 LG0241
 LG0241.The dynamic height is computed by dividing the NAVD 88
 LG0241.geopotential number by the normal gravity value computed on the
 LG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0241.degrees latitude (g = 980.6199 gals.).
 LG0241
 LG0241.The modeled gravity was interpolated from observed gravity values.
 LG0241
 LG0241;                    North         East    Units  Estimated Accuracy
 LG0241;SPC NE       -    58,827.6     777,485.3     MT  (+/- 3 meters HH1 GPS) 
 LG0241
 LG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9251965289(NAD 83)
 LG0241
 LG0241                          SUPERSEDED SURVEY CONTROL
 LG0241
 LG0241  NGVD 29 (??/??/92)  390.561  (m)         1281.37   (f) ADJ UNCH    2 0
 LG0241
 LG0241.Superseded values are not recommended for survey control.
 LG0241
 LG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0241.See file dsdata.pdf to determine how the superseded data were derived.
 LG0241
 LG0241_MARKER: DB = BENCH MARK DISK
 LG0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0241_SP_SET: CONCRETE PIER
 LG0241_STAMPING: M 174 1934
 LG0241_MARK LOGO: CGS
 LG0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0241+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG0241
 LG0241  HISTORY     - Date     Condition        Report By
 LG0241  HISTORY     - 1934     MONUMENTED       CGS
 LG0241  HISTORY     - 1964     GOOD             CGS
 LG0241  HISTORY     - 1977     GOOD             LOCSUR
 LG0241  HISTORY     - 20170202 GOOD             INDIV
 LG0241
 LG0241                          STATION DESCRIPTION
 LG0241
 LG0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0241'3.6 MI N FROM BEATRICE.
 LG0241'3.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0241'AT BEATRICE, GAGE COUNTY, AT THE NORTHWEST CORNER OF CONCRETE
 LG0241'BRIDGE 93.27, AND IN THE TOP OF A CONCRETE PIER.
 LG0241
 LG0241                          STATION RECOVERY (1977)
 LG0241
 LG0241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0241'RECOVERED IN GOOD CONDITION.
 LG0241
 LG0241                          STATION RECOVERY (2017)
 LG0241
 LG0241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG0241'FOUND MARK IN GOOD CONDITION, HAS ORANGE FIBERGLASS WITNESS SIGN 15
 LG0241'FEET WEST OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0210 ***********************************************************************
 LG0210  DESIGNATION -  M 175
 LG0210  PID         -  LG0210
 LG0210  STATE/COUNTY-  NE/PAWNEE
 LG0210  COUNTRY     -  US
 LG0210  USGS QUAD   -  PAWNEE CITY (2017)
 LG0210
 LG0210                         *CURRENT SURVEY CONTROL
 LG0210  ______________________________________________________________________
 LG0210* NAD 83(1986) POSITION- 40 06 50.     (N) 096 09 40.     (W)   SCALED
 LG0210* NAVD 88 ORTHO HEIGHT -   357.532 (meters)     1173.00  (feet) ADJUSTED
 LG0210  ______________________________________________________________________
 LG0210  GEOID HEIGHT    -        -28.687 (meters)                     GEOID18
 LG0210  DYNAMIC HEIGHT  -        357.335 (meters)     1172.36  (feet) COMP
 LG0210  MODELED GRAVITY -    980,066.8   (mgal)                       NAVD 88
 LG0210
 LG0210  VERT ORDER      -  SECOND    CLASS 0
 LG0210
 LG0210.The horizontal coordinates were scaled from a map and have
 LG0210.an estimated accuracy of +/- 6 seconds.
 LG0210
 LG0210.The orthometric height was determined by differential leveling and
 LG0210.adjusted by the NATIONAL GEODETIC SURVEY
 LG0210.in June 1991.
 LG0210
 LG0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0210.GEOID18 height accuracy estimate available here.
 LG0210
 LG0210.Click photographs - Photos may exist for this station.
 LG0210
 LG0210.The dynamic height is computed by dividing the NAVD 88
 LG0210.geopotential number by the normal gravity value computed on the
 LG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0210.degrees latitude (g = 980.6199 gals.).
 LG0210
 LG0210.The modeled gravity was interpolated from observed gravity values.
 LG0210
 LG0210;                    North         East    Units  Estimated Accuracy
 LG0210;SPC NE       -    38,420.      827,150.      MT  (+/- 180 meters Scaled)
 LG0210
 LG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK419442(NAD 83)
 LG0210
 LG0210                          SUPERSEDED SURVEY CONTROL
 LG0210
 LG0210  NGVD 29 (??/??/92)  357.426  (m)         1172.66   (f) ADJ UNCH    2 0
 LG0210
 LG0210.Superseded values are not recommended for survey control.
 LG0210
 LG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0210.See file dsdata.pdf to determine how the superseded data were derived.
 LG0210
 LG0210_MARKER: DB = BENCH MARK DISK
 LG0210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0210_SP_SET: CULVERT WINGWALL
 LG0210_STAMPING: M 175 1934
 LG0210_MARK LOGO: CGS
 LG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0210+STABILITY: SURFACE MOTION
 LG0210
 LG0210  HISTORY     - Date     Condition        Report By
 LG0210  HISTORY     - 1934     MONUMENTED       CGS
 LG0210
 LG0210                          STATION DESCRIPTION
 LG0210
 LG0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0210'AT PAWNEE CITY.
 LG0210'AT PAWNEE CITY, PAWNEE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LG0210'PACIFIC RAILROAD, 39 FEET NORTH OF THE CENTER LINE OF AN
 LG0210'UNDERPASS, AT THE EAST END OF A CONCRETE CULVERT, IN THE TOP OF THE
 LG0210'NORTH WING WALL, AND 33 FEET EAST OF THE CENTER LINE OF THE TRACK.
 LG0210'A STANDARD DISK, STAMPED M 175 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5248 ***********************************************************************
 DG5248  DESIGNATION -  M 175 RESET
 DG5248  PID         -  DG5248
 DG5248  STATE/COUNTY-  NE/PAWNEE
 DG5248  COUNTRY     -  US
 DG5248  USGS QUAD   -  PAWNEE CITY (2017)
 DG5248
 DG5248                         *CURRENT SURVEY CONTROL
 DG5248  ______________________________________________________________________
 DG5248* NAD 83(1986) POSITION- 40 06 34.52   (N) 096 09 36.14   (W)   HD_HELD1
 DG5248* NAVD 88 ORTHO HEIGHT -   357.07  (meters)     1171.5   (feet) RESET
 DG5248  ______________________________________________________________________
 DG5248  GEOID HEIGHT    -        -28.700 (meters)                     GEOID18
 DG5248  VERT ORDER      -  THIRD
 DG5248
 DG5248.The horizontal coordinates were determined by differentially corrected
 DG5248.hand held GPS observations or other comparable positioning techniques
 DG5248.and have an estimated accuracy of +/- 3 meters.
 DG5248
 DG5248.The orthometric height was computed from unverified reset data.
 DG5248
 DG5248.No vertical observational check was made to the station.
 DG5248
 DG5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5248.GEOID18 height accuracy estimate available here.
 DG5248
 DG5248.Click photographs - Photos may exist for this station.
 DG5248
 DG5248;                    North         East    Units  Estimated Accuracy
 DG5248;SPC NE       -    37,942.9     827,261.0     MT  (+/- 3 meters HH1 GPS) 
 DG5248
 DG5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4204743787(NAD 83)
 DG5248
 DG5248                          SUPERSEDED SURVEY CONTROL
 DG5248
 DG5248.No superseded survey control is available for this station.
 DG5248
 DG5248_MARKER: DV = VERTICAL CONTROL DISK
 DG5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5248_STAMPING: M 175 RESET 2003
 DG5248_MARK LOGO: NGS
 DG5248_PROJECTION: RECESSED 3 CENTIMETERS
 DG5248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5248+STABILITY: SURFACE MOTION
 DG5248
 DG5248  HISTORY     - Date     Condition        Report By
 DG5248  HISTORY     - 2003     MONUMENTED       NEDR
 DG5248
 DG5248                          STATION DESCRIPTION
 DG5248
 DG5248'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 DG5248'BM IS 200 FEET EAST OF JUNCTION OF HIGHWAY 65 AND HIGHWAY 8 ON THE
 DG5248'WEST SIDE OF PAWNEE CITY NEAR CONCRETE STEPS OF CEMETERY. 26.41 FEET
 DG5248'NORTHWEST TO SOUTH EAST CORNER OF A TPED. 35.3 FEET NORTH OF THE
 DG5248'CENTERLINE OF HIGHWAY 8, 1.70 FEET WEST OF A FIBERGLASS WITNESS POST,
 DG5248'27.25 FEET NORTH EAST TO SOUTH WEST CORNER OF GRAVESTONE (HAMKINS).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0172 ***********************************************************************
 LG0172  DESIGNATION -  M 176
 LG0172  PID         -  LG0172
 LG0172  STATE/COUNTY-  NE/JOHNSON
 LG0172  COUNTRY     -  US
 LG0172  USGS QUAD   -  CRAB ORCHARD (2017)
 LG0172
 LG0172                         *CURRENT SURVEY CONTROL
 LG0172  ______________________________________________________________________
 LG0172* NAD 83(1986) POSITION- 40 21 36.     (N) 096 23 23.     (W)   SCALED
 LG0172* NAVD 88 ORTHO HEIGHT -   382.513 (meters)     1254.96  (feet) ADJUSTED
 LG0172  ______________________________________________________________________
 LG0172  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 LG0172  DYNAMIC HEIGHT  -        382.312 (meters)     1254.30  (feet) COMP
 LG0172  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 LG0172
 LG0172  VERT ORDER      -  SECOND    CLASS 0
 LG0172
 LG0172.The horizontal coordinates were scaled from a map and have
 LG0172.an estimated accuracy of +/- 6 seconds.
 LG0172
 LG0172.The orthometric height was determined by differential leveling and
 LG0172.adjusted by the NATIONAL GEODETIC SURVEY
 LG0172.in June 1991.
 LG0172
 LG0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0172.GEOID18 height accuracy estimate available here.
 LG0172
 LG0172.Click photographs - Photos may exist for this station.
 LG0172
 LG0172.The dynamic height is computed by dividing the NAVD 88
 LG0172.geopotential number by the normal gravity value computed on the
 LG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0172.degrees latitude (g = 980.6199 gals.).
 LG0172
 LG0172.The modeled gravity was interpolated from observed gravity values.
 LG0172
 LG0172;                    North         East    Units  Estimated Accuracy
 LG0172;SPC NE       -    64,880.      806,540.      MT  (+/- 180 meters Scaled)
 LG0172
 LG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK216709(NAD 83)
 LG0172
 LG0172                          SUPERSEDED SURVEY CONTROL
 LG0172
 LG0172  NGVD 29 (??/??/92)  382.409  (m)         1254.62   (f) ADJ UNCH    2 0
 LG0172
 LG0172.Superseded values are not recommended for survey control.
 LG0172
 LG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0172.See file dsdata.pdf to determine how the superseded data were derived.
 LG0172
 LG0172_MARKER: DB = BENCH MARK DISK
 LG0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0172_STAMPING: M 176 1934
 LG0172_MARK LOGO: CGS
 LG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0172+STABILITY: SURFACE MOTION
 LG0172
 LG0172  HISTORY     - Date     Condition        Report By
 LG0172  HISTORY     - 1931     MONUMENTED       CGS
 LG0172  HISTORY     - 1941     GOOD             CGS
 LG0172
 LG0172                          STATION DESCRIPTION
 LG0172
 LG0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LG0172'2.4 MI NE FROM CRAB ORCHARD.
 LG0172'2.4 MILES NORTHEAST BURINGTON STATION AT CRAB ORCHARD.  ALONG
 LG0172'CHICAGO, BURLINGTON AND QUINCY RAILROAD.  36 FEET SOUTH
 LG0172'CENTER LINE OF A CROSS ROAD, AND 45 FEET EAST CENTER LINE OF
 LG0172'TRACKS.  60 FEET SOUTH OF MILEPOST 72.
 LG0172
 LG0172                          STATION RECOVERY (1941)
 LG0172
 LG0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0173 ***********************************************************************
 LG0173  DESIGNATION -  M 176 RESET
 LG0173  PID         -  LG0173
 LG0173  STATE/COUNTY-  NE/JOHNSON
 LG0173  COUNTRY     -  US
 LG0173  USGS QUAD   -  CRAB ORCHARD (2017)
 LG0173
 LG0173                         *CURRENT SURVEY CONTROL
 LG0173  ______________________________________________________________________
 LG0173* NAD 83(1986) POSITION- 40 21 35.     (N) 096 23 23.     (W)   SCALED
 LG0173* NAVD 88 ORTHO HEIGHT -   382.36  (meters)     1254.5   (feet) RESET
 LG0173  ______________________________________________________________________
 LG0173  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 LG0173  VERT ORDER      -  THIRD
 LG0173
 LG0173.The horizontal coordinates were scaled from a map and have
 LG0173.an estimated accuracy of +/- 6 seconds.
 LG0173
 LG0173.The orthometric height was computed from unverified reset data.
 LG0173
 LG0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0173.GEOID18 height accuracy estimate available here.
 LG0173
 LG0173.Click photographs - Photos may exist for this station.
 LG0173
 LG0173;                    North         East    Units  Estimated Accuracy
 LG0173;SPC NE       -    64,850.      806,540.      MT  (+/- 180 meters Scaled)
 LG0173
 LG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK216709(NAD 83)
 LG0173
 LG0173                          SUPERSEDED SURVEY CONTROL
 LG0173
 LG0173  NGVD 29 (??/??/??)  382.25   (m)         1254.1    (f) RESET       3  
 LG0173
 LG0173.Superseded values are not recommended for survey control.
 LG0173
 LG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0173.See file dsdata.pdf to determine how the superseded data were derived.
 LG0173
 LG0173_MARKER: DB = BENCH MARK DISK
 LG0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0173_SP_SET: CULVERT HEADWALL
 LG0173_STAMPING: M 176 RESET 1956
 LG0173_MARK LOGO: CGS
 LG0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0173+STABILITY: SURFACE MOTION
 LG0173
 LG0173  HISTORY     - Date     Condition        Report By
 LG0173  HISTORY     - 1956     MONUMENTED       NEDR
 LG0173
 LG0173                          STATION DESCRIPTION
 LG0173
 LG0173'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 LG0173'2.4 MI NE FROM CRAB ORCHARD.
 LG0173'2.4 MILES NORTHEAST ALONG THE ABANDONED CHICAGO, BURLINGTON
 LG0173'AND QUINCY RAILROAD FROM THE STATION AT CRAB ORCHARD, AT A ROAD
 LG0173'CROSSING, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 LG0173'50 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 3.  SET IN
 LG0173'THE TOP OF A CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0491 ***********************************************************************
 LF0491  DESIGNATION -  M 177
 LF0491  PID         -  LF0491
 LF0491  STATE/COUNTY-  NE/NEMAHA
 LF0491  COUNTRY     -  US
 LF0491  USGS QUAD   -  AUBURN (2017)
 LF0491
 LF0491                         *CURRENT SURVEY CONTROL
 LF0491  ______________________________________________________________________
 LF0491* NAD 83(1986) POSITION- 40 23 09.     (N) 095 50 39.     (W)   SCALED
 LF0491* NAVD 88 ORTHO HEIGHT -   324.792 (meters)     1065.59  (feet) ADJUSTED
 LF0491  ______________________________________________________________________
 LF0491  GEOID HEIGHT    -        -29.529 (meters)                     GEOID18
 LF0491  DYNAMIC HEIGHT  -        324.619 (meters)     1065.02  (feet) COMP
 LF0491  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 LF0491
 LF0491  VERT ORDER      -  SECOND    CLASS 0
 LF0491
 LF0491.The horizontal coordinates were scaled from a map and have
 LF0491.an estimated accuracy of +/- 6 seconds.
 LF0491
 LF0491.The orthometric height was determined by differential leveling and
 LF0491.adjusted by the NATIONAL GEODETIC SURVEY
 LF0491.in June 1991.
 LF0491
 LF0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0491.GEOID18 height accuracy estimate available here.
 LF0491
 LF0491.Click photographs - Photos may exist for this station.
 LF0491
 LF0491.The dynamic height is computed by dividing the NAVD 88
 LF0491.geopotential number by the normal gravity value computed on the
 LF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0491.degrees latitude (g = 980.6199 gals.).
 LF0491
 LF0491.The modeled gravity was interpolated from observed gravity values.
 LF0491
 LF0491;                    North         East    Units  Estimated Accuracy
 LF0491;SPC NE       -    69,820.      852,690.      MT  (+/- 180 meters Scaled)
 LF0491
 LF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE585744(NAD 83)
 LF0491
 LF0491                          SUPERSEDED SURVEY CONTROL
 LF0491
 LF0491  NGVD 29 (??/??/92)  324.709  (m)         1065.32   (f) ADJ UNCH    2 0
 LF0491
 LF0491.Superseded values are not recommended for survey control.
 LF0491
 LF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0491.See file dsdata.pdf to determine how the superseded data were derived.
 LF0491
 LF0491_MARKER: DB = BENCH MARK DISK
 LF0491_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF0491+WITH SETTING: PAVEMENT
 LF0491_SP_SET: FLAG POLE BASE
 LF0491_STAMPING: M 177 1934
 LF0491_MARK LOGO: CGS
 LF0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0491+STABILITY: SURFACE MOTION
 LF0491
 LF0491  HISTORY     - Date     Condition        Report By
 LF0491  HISTORY     - 1934     MONUMENTED       CGS
 LF0491  HISTORY     - 1947     GOOD             CGS
 LF0491  HISTORY     - 20100210 MARK NOT FOUND   NEGS
 LF0491
 LF0491                          STATION DESCRIPTION
 LF0491
 LF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0491'AT AUBURN.
 LF0491'AT AUBURN, AND IN THE COURT HOUSE LAWN WHICH IS IN THE PART OF
 LF0491'TOWN WHICH IS KNOWN AS SOUTH AUBURN, 102.0 FEET EAST OF THE
 LF0491'EAST WALL OF THE COURT HOUSE, 2.0 FEET SOUTH OF THE SOUTH EDGE OF
 LF0491'AN EAST-WEST CONCRETE WALK, SET IN TOP OF THE EAST SIDE OF THE
 LF0491'CONCRETE BASE FOR THE FLAG POLE, ABOUT THE SAME ELEVATION AS
 LF0491'THE CONCRETE WALK.
 LF0491
 LF0491                          STATION RECOVERY (2010)
 LF0491
 LF0491'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0491'WE BELIEVE THE MARK IS DESTROYED DUE TO A NEW FLAG POLE AND SIDEWALK
 LF0491'AT THE COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0479 ***********************************************************************
 NN0479  DESIGNATION -  M 18
 NN0479  PID         -  NN0479
 NN0479  STATE/COUNTY-  NE/ROCK
 NN0479  COUNTRY     -  US
 NN0479  USGS QUAD   -  HAGAN LAKE NE (2017)
 NN0479
 NN0479                         *CURRENT SURVEY CONTROL
 NN0479  ______________________________________________________________________
 NN0479* NAD 83(1986) POSITION- 42 25 10.     (N) 099 32 20.     (W)   SCALED
 NN0479* NAVD 88 ORTHO HEIGHT -   758.500 (meters)     2488.51  (feet) ADJUSTED
 NN0479  ______________________________________________________________________
 NN0479  GEOID HEIGHT    -        -22.877 (meters)                     GEOID18
 NN0479  DYNAMIC HEIGHT  -        758.182 (meters)     2487.47  (feet) COMP
 NN0479  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 NN0479
 NN0479  VERT ORDER      -  FIRST     CLASS II
 NN0479
 NN0479.The horizontal coordinates were scaled from a map and have
 NN0479.an estimated accuracy of +/- 6 seconds.
 NN0479
 NN0479.The orthometric height was determined by differential leveling and
 NN0479.adjusted by the NATIONAL GEODETIC SURVEY
 NN0479.in June 1991.
 NN0479
 NN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0479.GEOID18 height accuracy estimate available here.
 NN0479
 NN0479.Click photographs - Photos may exist for this station.
 NN0479
 NN0479.The dynamic height is computed by dividing the NAVD 88
 NN0479.geopotential number by the normal gravity value computed on the
 NN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0479.degrees latitude (g = 980.6199 gals.).
 NN0479
 NN0479.The modeled gravity was interpolated from observed gravity values.
 NN0479
 NN0479;                    North         East    Units  Estimated Accuracy
 NN0479;SPC NE       -   287,240.      537,940.      MT  (+/- 180 meters Scaled)
 NN0479
 NN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM556964(NAD 83)
 NN0479
 NN0479                          SUPERSEDED SURVEY CONTROL
 NN0479
 NN0479  NGVD 29 (??/??/92)  758.242  (m)         2487.67   (f) ADJ UNCH    1 2
 NN0479
 NN0479.Superseded values are not recommended for survey control.
 NN0479
 NN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0479.See file dsdata.pdf to determine how the superseded data were derived.
 NN0479
 NN0479_MARKER: DB = BENCH MARK DISK
 NN0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0479_STAMPING: M 18 1933
 NN0479_MARK LOGO: CGS
 NN0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0479+STABILITY: SURFACE MOTION
 NN0479
 NN0479  HISTORY     - Date     Condition        Report By
 NN0479  HISTORY     - 1933     MONUMENTED       CGS
 NN0479  HISTORY     - 1956     GOOD             CGS
 NN0479
 NN0479                          STATION DESCRIPTION
 NN0479
 NN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0479'11.1 MI S FROM BASSETT.
 NN0479'11.1 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF
 NN0479'U.S. HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, NEAR THE
 NN0479'NORTH END OF AN S-CURVE, IN LINE WITH THE HIGHWAY TO THE NORTH,
 NN0479'ABOUT 120 FEET NORTHEAST OF THE NORTH TREE OF TWO ISOLATED
 NN0479'COTTONWOOD TREES, 75 FEET WEST OF THE CENTERLINE OF NEW U.S.
 NN0479'HIGHWAY 183 (HARD-SURFACED), AND 25 FEET WEST OF THE WEST
 NN0479'RIGHT-OF-WAY FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING
 NN0479'8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0480 ***********************************************************************
 NN0480  DESIGNATION -  M 18 RESET
 NN0480  PID         -  NN0480
 NN0480  STATE/COUNTY-  NE/ROCK
 NN0480  COUNTRY     -  US
 NN0480  USGS QUAD   -  HAGAN LAKE NE (2017)
 NN0480
 NN0480                         *CURRENT SURVEY CONTROL
 NN0480  ______________________________________________________________________
 NN0480* NAD 83(1986) POSITION- 42 25 10.     (N) 099 32 20.     (W)   SCALED
 NN0480* NAVD 88 ORTHO HEIGHT -   758.51  (meters)     2488.5   (feet) RESET
 NN0480  ______________________________________________________________________
 NN0480  GEOID HEIGHT    -        -22.877 (meters)                     GEOID18
 NN0480  VERT ORDER      -  THIRD
 NN0480
 NN0480.The horizontal coordinates were scaled from a map and have
 NN0480.an estimated accuracy of +/- 6 seconds.
 NN0480
 NN0480.The orthometric height was computed from unverified reset data.
 NN0480
 NN0480.No vertical observational check was made to the station.
 NN0480
 NN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0480.GEOID18 height accuracy estimate available here.
 NN0480
 NN0480.Click photographs - Photos may exist for this station.
 NN0480
 NN0480;                    North         East    Units  Estimated Accuracy
 NN0480;SPC NE       -   287,240.      537,940.      MT  (+/- 180 meters Scaled)
 NN0480
 NN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM556964(NAD 83)
 NN0480
 NN0480                          SUPERSEDED SURVEY CONTROL
 NN0480
 NN0480  NGVD 29 (01/31/13)  758.25   (m)         2487.7    (f) RESET       3  
 NN0480
 NN0480.Superseded values are not recommended for survey control.
 NN0480
 NN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0480.See file dsdata.pdf to determine how the superseded data were derived.
 NN0480
 NN0480_MARKER: DV = VERTICAL CONTROL DISK
 NN0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0480_STAMPING: M 18 1933 RESET 1975
 NN0480_MARK LOGO: NGS
 NN0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0480+STABILITY: SURFACE MOTION
 NN0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0480+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2017
 NN0480
 NN0480  HISTORY     - Date     Condition        Report By
 NN0480  HISTORY     - 1975     MONUMENTED       USGS
 NN0480  HISTORY     - 20170830 GOOD             INDIV
 NN0480
 NN0480                          STATION DESCRIPTION
 NN0480
 NN0480'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NN0480'AT BASSETT.
 NN0480'AT BASSETT, 11.1 MILE SOUTH OF JUNCTION OF HIGHWAY 183 AND 20
 NN0480'ALONG HIGHWAY 183, NEAR THE NORTHEAST CORNER OF THE NORTHWEST
 NN0480'1/4 SECTION 9, T-28-N, R-19-W., 53 FEET WEST OF CENTER OF HIGHWAY
 NN0480'183, 50 FEET SOUTH OF POWER POLE, 1 FOOT EAST OF RIGHT-OF-WAY
 NN0480'FENCE, 122 FEET NORTH OF SMALL KNOLL.  SET IN CONCRETE POST AND
 NN0480'FLUSH WITH GROUND.
 NN0480
 NN0480                          STATION RECOVERY (2017)
 NN0480
 NN0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0480'RECOVERED AS DESCRIBED 
 NN0480'WEST 0.6' TO WITNESS POST 
 NN0480'NORTH 85' TO FIELD DRIVE WEST 
 NN0480'MP 171+25
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0273 ***********************************************************************
 NN0273  DESIGNATION -  M 19
 NN0273  PID         -  NN0273
 NN0273  STATE/COUNTY-  NE/HOLT
 NN0273  COUNTRY     -  US
 NN0273  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0273
 NN0273                         *CURRENT SURVEY CONTROL
 NN0273  ______________________________________________________________________
 NN0273* NAD 83(1986) POSITION- 42 45 49.     (N) 098 39 27.     (W)   SCALED
 NN0273* NAVD 88 ORTHO HEIGHT -   526.233 (meters)     1726.48  (feet) ADJUSTED
 NN0273  ______________________________________________________________________
 NN0273  GEOID HEIGHT    -        -25.454 (meters)                     GEOID18
 NN0273  DYNAMIC HEIGHT  -        526.042 (meters)     1725.86  (feet) COMP
 NN0273  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 NN0273
 NN0273  VERT ORDER      -  FIRST     CLASS II
 NN0273
 NN0273.The horizontal coordinates were scaled from a map and have
 NN0273.an estimated accuracy of +/- 6 seconds.
 NN0273
 NN0273.The orthometric height was determined by differential leveling and
 NN0273.adjusted by the NATIONAL GEODETIC SURVEY
 NN0273.in June 1991.
 NN0273
 NN0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0273.GEOID18 height accuracy estimate available here.
 NN0273
 NN0273.Click photographs - Photos may exist for this station.
 NN0273
 NN0273.The dynamic height is computed by dividing the NAVD 88
 NN0273.geopotential number by the normal gravity value computed on the
 NN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0273.degrees latitude (g = 980.6199 gals.).
 NN0273
 NN0273.The modeled gravity was interpolated from observed gravity values.
 NN0273
 NN0273;                    North         East    Units  Estimated Accuracy
 NN0273;SPC NE       -   326,220.      609,870.      MT  (+/- 180 meters Scaled)
 NN0273
 NN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280346(NAD 83)
 NN0273
 NN0273                          SUPERSEDED SURVEY CONTROL
 NN0273
 NN0273  NGVD 29 (??/??/92)  525.983  (m)         1725.66   (f) ADJ UNCH    1 2
 NN0273
 NN0273.Superseded values are not recommended for survey control.
 NN0273
 NN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0273.See file dsdata.pdf to determine how the superseded data were derived.
 NN0273
 NN0273_MARKER: DB = BENCH MARK DISK
 NN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0273_STAMPING: 1725.663 M 19 1933
 NN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0273+STABILITY: SURFACE MOTION
 NN0273
 NN0273  HISTORY     - Date     Condition        Report By
 NN0273  HISTORY     - 1933     MONUMENTED       CGS
 NN0273  HISTORY     - 1953     POOR             USGS
 NN0273  HISTORY     - 1976     POOR             NGS
 NN0273
 NN0273                          STATION DESCRIPTION
 NN0273
 NN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0273'8.9 MI SE FROM SPENCER.
 NN0273'IN HOLT COUNTY, 8.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0273'SPENCER, BOYD COUNTY, ABOUT 3 MILES SOUTH OF A BRIDGE OVER NIOBRARA
 NN0273'RIVER, ABOUT 2 MILES NORTH OF A BRIDGE OVER EAGLE CREEK, AT THE
 NN0273'TOP OF THE DIVIDE BETWEN NIOBRARA RIVER AND EAGLE CREEK, AT
 NN0273'THE NORTH EDGE, 0.1 MILE NORTH OF THE QUARTER-SECTION CORNER
 NN0273'OF SECTION 7, T 32 N, R 11 W, AND 40 FEET EAST OF THE CENTER
 NN0273'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1725.663 M 19
 NN0273'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NN0273'ABOVE GROUND.
 NN0273
 NN0273                          STATION RECOVERY (1953)
 NN0273
 NN0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0273'MARK RECOVERED IN POOR CONDITION.
 NN0273
 NN0273                          STATION RECOVERY (1976)
 NN0273
 NN0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0273'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0600 ***********************************************************************
 NN0600  DESIGNATION -  M 19 RESET
 NN0600  PID         -  NN0600
 NN0600  STATE/COUNTY-  NE/HOLT
 NN0600  COUNTRY     -  US
 NN0600  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0600
 NN0600                         *CURRENT SURVEY CONTROL
 NN0600  ______________________________________________________________________
 NN0600* NAD 83(1986) POSITION- 42 45 49.     (N) 098 39 27.     (W)   SCALED
 NN0600* NAVD 88 ORTHO HEIGHT -   525.25  (+/-2cm)     1723.3   (feet) VERTCON
 NN0600  ______________________________________________________________________
 NN0600  GEOID HEIGHT    -        -25.454 (meters)                     GEOID18
 NN0600  VERT ORDER      -  THIRD (See Below)
 NN0600
 NN0600.The horizontal coordinates were scaled from a map and have
 NN0600.an estimated accuracy of +/- 6 seconds.
 NN0600
 NN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0600
 NN0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0600.GEOID18 height accuracy estimate available here.
 NN0600
 NN0600.The vertical order pertains to the NGVD 29 superseded value.
 NN0600
 NN0600.Click photographs - Photos may exist for this station.
 NN0600
 NN0600;                    North         East    Units  Estimated Accuracy
 NN0600;SPC NE       -   326,220.      609,870.      MT  (+/- 180 meters Scaled)
 NN0600
 NN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280346(NAD 83)
 NN0600
 NN0600                          SUPERSEDED SURVEY CONTROL
 NN0600
 NN0600  NGVD 29 (01/31/13)  525.00   (m)         1722.4    (f) RESET       3  
 NN0600
 NN0600.Superseded values are not recommended for survey control.
 NN0600
 NN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0600.See file dsdata.pdf to determine how the superseded data were derived.
 NN0600
 NN0600_MARKER: DB = BENCH MARK DISK
 NN0600_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0600+WITH SETTING: INTO GROUND
 NN0600_STAMPING: M 19 RESET 1976
 NN0600_MARK LOGO: NGS
 NN0600_PROJECTION: RECESSED 5 CENTIMETERS
 NN0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0600+STABILITY: SURFACE MOTION
 NN0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0600+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 NN0600_ROD/PIPE-DEPTH: 1.22 meters
 NN0600
 NN0600  HISTORY     - Date     Condition        Report By
 NN0600  HISTORY     - 1976     MONUMENTED       NGS
 NN0600  HISTORY     - 20180530 GOOD             NEGS
 NN0600
 NN0600                          STATION DESCRIPTION
 NN0600
 NN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0600'8.9 MI SE FROM SPENCER.
 NN0600'6.1 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 NN0600'HIGHWAY 281 AND STATE HIGHWAY 12 ABOUT 3.0 MILES EAST OF SPENCER,
 NN0600'118 FEET EAST OF THE CENTER OF HIGHWAY 281, 80 FEET EAST-SOUTHEAST
 NN0600'OF A CONCRETE RIGHT-OF-WAY MARKER, 6-INCHES WEST OF A NORTH-SOUTH
 NN0600'FENCELINE AND ON THE SOUTH SLOPE OF HILL.
 NN0600'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 NN0600
 NN0600                          STATION RECOVERY (2018)
 NN0600
 NN0600'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 NN0600'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 12,
 NN0600'SOUTHEAST OF SPENCER NEBRASKA, PROCEED SOUTH ON U.S. HIGHWAY 281
 NN0600'APPROXIMATELY 5.84 MI (9.40 KM) TO THE MARK LOCATED EAST OF HIGHWAY.
 NN0600'
 NN0600'IT IS NEAR REFERENCE POST 204+88 FOR HIGHWAY 281, 116 FT (35.4 M) EAST
 NN0600'OF HIGHWAY, 18.8 FT (5.7 M) SOUTHEAST OF NAIL IN TOP FENCE POST, 16.02
 NN0600'FT (4.9 M) NORTHEAST OF NAIL TOP FENCE POST, 1.35 FT (0.4 M)
 NN0600'NORTH-NORTHWEST OF STEEL WITNESS POST AND 0.15 FT (5 CM) BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0173 ***********************************************************************
 NN0173  DESIGNATION -  M 2
 NN0173  PID         -  NN0173
 NN0173  STATE/COUNTY-  NE/HOLT
 NN0173  COUNTRY     -  US
 NN0173  USGS QUAD   -  PAGE (2017)
 NN0173
 NN0173                         *CURRENT SURVEY CONTROL
 NN0173  ______________________________________________________________________
 NN0173* NAD 83(1986) POSITION- 42 25 23.38   (N) 098 25 58.53   (W)   HD_HELD1
 NN0173* NAVD 88 ORTHO HEIGHT -   625.690 (meters)     2052.78  (feet) ADJUSTED
 NN0173  ______________________________________________________________________
 NN0173  GEOID HEIGHT    -        -24.726 (meters)                     GEOID18
 NN0173  DYNAMIC HEIGHT  -        625.447 (meters)     2051.99  (feet) COMP
 NN0173  MODELED GRAVITY -    980,212.3   (mgal)                       NAVD 88
 NN0173
 NN0173  VERT ORDER      -  FIRST     CLASS II
 NN0173
 NN0173.The horizontal coordinates were determined by differentially corrected
 NN0173.hand held GPS observations or other comparable positioning techniques
 NN0173.and have an estimated accuracy of +/- 3 meters.
 NN0173
 NN0173.The orthometric height was determined by differential leveling and
 NN0173.adjusted by the NATIONAL GEODETIC SURVEY
 NN0173.in June 1991.
 NN0173
 NN0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0173.GEOID18 height accuracy estimate available here.
 NN0173
 NN0173.Click photographs - Photos may exist for this station.
 NN0173
 NN0173.The dynamic height is computed by dividing the NAVD 88
 NN0173.geopotential number by the normal gravity value computed on the
 NN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0173.degrees latitude (g = 980.6199 gals.).
 NN0173
 NN0173.The modeled gravity was interpolated from observed gravity values.
 NN0173
 NN0173;                    North         East    Units  Estimated Accuracy
 NN0173;SPC NE       -   288,717.8     628,935.1     MT  (+/- 3 meters HH1 GPS) 
 NN0173
 NN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4665196916(NAD 83)
 NN0173
 NN0173                          SUPERSEDED SURVEY CONTROL
 NN0173
 NN0173  NGVD 29 (??/??/92)  625.486  (m)         2052.12   (f) ADJ UNCH    1 2
 NN0173
 NN0173.Superseded values are not recommended for survey control.
 NN0173
 NN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0173.See file dsdata.pdf to determine how the superseded data were derived.
 NN0173
 NN0173_MARKER: DB = BENCH MARK DISK
 NN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0173+STABILITY: SURFACE MOTION
 NN0173
 NN0173  HISTORY     - Date     Condition        Report By
 NN0173  HISTORY     - 1900     MONUMENTED       CGS
 NN0173  HISTORY     - 1949     GOOD             CGS
 NN0173  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0173
 NN0173                          STATION DESCRIPTION
 NN0173
 NN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0173'1.7 MI N FROM PAGE.
 NN0173'1.7 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0173'AT PAGE, HOLT COUNTY, THENCE 1 MILE WEST ALONG A GRADED DIRT
 NN0173'ROAD, IN THE SOUTHWEST 1/4 OF SEC. 1, T. 28 N., R. 10 W., ON
 NN0173'LAND OWNED BY PETER NISSEN, 265.5 FEET SOUTHEAST OF PAGE SOUTHWEST
 NN0173'BASE, DESCRIBED BELOW, 59.5 FEET EAST OF THE SOUTHEAST CORNER
 NN0173'OF THE HOUSE, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NN0173'CONCRETE WINDMILL PLATFORM, AND 7 FEET NORTH OF AN 8-INCH
 NN0173'CEDAR TREE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NN0173'LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NN0173
 NN0173                          STATION RECOVERY (1997)
 NN0173
 NN0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0173'THIS MONUMENT SHOULD BE CONSIDERED LOST.  THE HOUSE, WINDMILL, AND
 NN0173'CEDAR TREE DESCRIBED IN THE 1949 REPORT ARE ALL GONE, AND THE ENTIRE
 NN0173'AREA IS UNDER CULTIVATION WITH NO TRACE OF A FARM EVER BEING THERE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0166 ***********************************************************************
 NO0166  DESIGNATION -  M 20
 NO0166  PID         -  NO0166
 NO0166  STATE/COUNTY-  NE/CHERRY
 NO0166  COUNTRY     -  US
 NO0166  USGS QUAD   -  ELL LAKE (2017)
 NO0166
 NO0166                         *CURRENT SURVEY CONTROL
 NO0166  ______________________________________________________________________
 NO0166* NAD 83(1986) POSITION- 42 43 21.13   (N) 100 36 45.60   (W)   HD_HELD1
 NO0166* NAVD 88 ORTHO HEIGHT -   854.922 (meters)     2804.86  (feet) ADJUSTED
 NO0166  ______________________________________________________________________
 NO0166  GEOID HEIGHT    -        -21.501 (meters)                     GEOID18
 NO0166  DYNAMIC HEIGHT  -        854.555 (meters)     2803.65  (feet) COMP
 NO0166  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 NO0166
 NO0166  VERT ORDER      -  FIRST     CLASS II
 NO0166
 NO0166.The horizontal coordinates were determined by differentially corrected
 NO0166.hand held GPS observations or other comparable positioning techniques
 NO0166.and have an estimated accuracy of +/- 3 meters.
 NO0166
 NO0166.The orthometric height was determined by differential leveling and
 NO0166.adjusted by the NATIONAL GEODETIC SURVEY
 NO0166.in June 1991.
 NO0166
 NO0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0166.GEOID18 height accuracy estimate available here.
 NO0166
 NO0166.Click photographs - Photos may exist for this station.
 NO0166
 NO0166.The dynamic height is computed by dividing the NAVD 88
 NO0166.geopotential number by the normal gravity value computed on the
 NO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0166.degrees latitude (g = 980.6199 gals.).
 NO0166
 NO0166.The modeled gravity was interpolated from observed gravity values.
 NO0166
 NO0166;                    North         East    Units  Estimated Accuracy
 NO0166;SPC NE       -   320,977.4     449,824.6     MT  (+/- 3 meters HH1 GPS) 
 NO0166
 NO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6796231264(NAD 83)
 NO0166
 NO0166                          SUPERSEDED SURVEY CONTROL
 NO0166
 NO0166  NGVD 29 (??/??/92)  854.628  (m)         2803.89   (f) ADJ UNCH    1 2
 NO0166
 NO0166.Superseded values are not recommended for survey control.
 NO0166
 NO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0166.See file dsdata.pdf to determine how the superseded data were derived.
 NO0166
 NO0166_MARKER: DB = BENCH MARK DISK
 NO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0166_STAMPING: 2803.892 M 20 1933
 NO0166_MARK LOGO: CGS
 NO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0166+STABILITY: SURFACE MOTION
 NO0166
 NO0166  HISTORY     - Date     Condition        Report By
 NO0166  HISTORY     - 1933     MONUMENTED       CGS
 NO0166  HISTORY     - 1934     GOOD             CGS
 NO0166  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0166
 NO0166                          STATION DESCRIPTION
 NO0166
 NO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0166'16 MI SW FROM VALENTINE.
 NO0166'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0166'VALENTINE, CHERRY COUNTY, THENCE 8.8 MILES SOUTHWEST ALONG A
 NO0166'DIRT ROAD, 0.9 MILE SOUTHWEST OF THE NORTH ENTRANCE TO THE
 NO0166'VALENTINE FISH HATCHERY SUBSTATION, 0.9 MILE NORTHEAST OF THE
 NO0166'FOREMANS RESIDENCE, AT THE NORTHWEST CORNER OF POND 7, 80 FEET
 NO0166'SOUTH OF A DAM, AND 50 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NO0166'AND 30 FEET EAST OF THE POND.  A STANDARD DISK, STAMPED 2803.892
 NO0166'M 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTION
 NO0166'4 INCHES ABOVE GROUND.
 NO0166
 NO0166                          STATION RECOVERY (1984)
 NO0166
 NO0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0049 ***********************************************************************
 LJ0049  DESIGNATION -  M 200
 LJ0049  PID         -  LJ0049
 LJ0049  STATE/COUNTY-  NE/FURNAS
 LJ0049  COUNTRY     -  US
 LJ0049  USGS QUAD   -  WILSONVILLE (2017)
 LJ0049
 LJ0049                         *CURRENT SURVEY CONTROL
 LJ0049  ______________________________________________________________________
 LJ0049* NAD 83(1986) POSITION- 40 06 39.90   (N) 100 02 30.78   (W)   HD_HELD1
 LJ0049* NAVD 88 ORTHO HEIGHT -   693.868 (meters)     2276.47  (feet) ADJUSTED
 LJ0049  ______________________________________________________________________
 LJ0049  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 LJ0049  DYNAMIC HEIGHT  -        693.414 (meters)     2274.98  (feet) COMP
 LJ0049  MODELED GRAVITY -    979,948.7   (mgal)                       NAVD 88
 LJ0049
 LJ0049  VERT ORDER      -  SECOND    CLASS 0
 LJ0049
 LJ0049.The horizontal coordinates were determined by differentially corrected
 LJ0049.hand held GPS observations or other comparable positioning techniques
 LJ0049.and have an estimated accuracy of +/- 3 meters.
 LJ0049
 LJ0049.The orthometric height was determined by differential leveling and
 LJ0049.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0049.in June 1991.
 LJ0049
 LJ0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0049.GEOID18 height accuracy estimate available here.
 LJ0049
 LJ0049.Click photographs - Photos may exist for this station.
 LJ0049
 LJ0049.The dynamic height is computed by dividing the NAVD 88
 LJ0049.geopotential number by the normal gravity value computed on the
 LJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0049.degrees latitude (g = 980.6199 gals.).
 LJ0049
 LJ0049.The modeled gravity was interpolated from observed gravity values.
 LJ0049
 LJ0049;                    North         East    Units  Estimated Accuracy
 LJ0049;SPC NE       -    30,841.0     496,429.4     MT  (+/- 3 meters HH1 GPS) 
 LJ0049
 LJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1120840606(NAD 83)
 LJ0049
 LJ0049                          SUPERSEDED SURVEY CONTROL
 LJ0049
 LJ0049  NGVD 29 (??/??/92)  693.591  (m)         2275.56   (f) ADJ UNCH    2 0
 LJ0049
 LJ0049.Superseded values are not recommended for survey control.
 LJ0049
 LJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0049.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0049
 LJ0049_MARKER: DB = BENCH MARK DISK
 LJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0049_STAMPING: M 200 1934
 LJ0049_MARK LOGO: CGS
 LJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0049+STABILITY: SURFACE MOTION
 LJ0049
 LJ0049  HISTORY     - Date     Condition        Report By
 LJ0049  HISTORY     - 1934     MONUMENTED       CGS
 LJ0049
 LJ0049                          STATION DESCRIPTION
 LJ0049
 LJ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0049'3.4 MI E FROM WILSONVILLE.
 LJ0049'3.4 MILES EAST OF BURLINGTON RR STATION AT WILSONVILLE 7 POLES
 LJ0049'WEST OF MILE POST 32, 36 FEET SOUTH OF CENTERLINE OF C.B. AND
 LJ0049'Q. RR. TRACK, AND 27 FEET EAST OF CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0069 ***********************************************************************
 ML0069  DESIGNATION -  M 206 RESET
 ML0069  PID         -  ML0069
 ML0069  STATE/COUNTY-  NE/BOONE
 ML0069  COUNTRY     -  US
 ML0069  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML0069
 ML0069                         *CURRENT SURVEY CONTROL
 ML0069  ______________________________________________________________________
 ML0069* NAD 83(1986) POSITION- 41 34 03.     (N) 098 01 54.     (W)   SCALED
 ML0069* NAVD 88 ORTHO HEIGHT -   573.93  (meters)     1883.0   (feet) RESET
 ML0069  ______________________________________________________________________
 ML0069  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 ML0069  VERT ORDER      -  THIRD
 ML0069
 ML0069.The horizontal coordinates were scaled from a map and have
 ML0069.an estimated accuracy of +/- 6 seconds.
 ML0069
 ML0069.The orthometric height was computed from unverified reset data.
 ML0069
 ML0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0069.GEOID18 height accuracy estimate available here.
 ML0069
 ML0069.Click photographs - Photos may exist for this station.
 ML0069
 ML0069;                    North         East    Units  Estimated Accuracy
 ML0069;SPC NE       -   194,400.      664,110.      MT  (+/- 180 meters Scaled)
 ML0069
 ML0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM807022(NAD 83)
 ML0069
 ML0069                          SUPERSEDED SURVEY CONTROL
 ML0069
 ML0069  NGVD 29 (??/??/??)  573.71   (m)         1882.2    (f) RESET       3  
 ML0069
 ML0069.Superseded values are not recommended for survey control.
 ML0069
 ML0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0069.See file dsdata.pdf to determine how the superseded data were derived.
 ML0069
 ML0069_MARKER: DB = BENCH MARK DISK
 ML0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0069_STAMPING: M 206 RELOC 1939 1961
 ML0069_MARK LOGO: CGS
 ML0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0069+STABILITY: SURFACE MOTION
 ML0069
 ML0069  HISTORY     - Date     Condition        Report By
 ML0069  HISTORY     - 1961     MONUMENTED       BOR
 ML0069
 ML0069                          STATION DESCRIPTION
 ML0069
 ML0069'DESCRIBED BY US BUREAU OF RECLAMATION 1961
 ML0069'6.5 MI E FROM CEDAR RAPIDS.
 ML0069'ABOUT 6.5 MILES EAST, ALONG STATE HIGHWAY 56 FROM POST OFFICE AT
 ML0069'CEDAR RAPIDS, 0.5 MILE WEST OF SCHOOL HOUSE, 0.1 MILE NORTHEAST OF
 ML0069'LARGE WHITE FARM HOUSE, IN A R.O.W. FENCE 74 FEET SOUTH OF THE
 ML0069'CENTERLINE OF NEBR. ST. HIGHWAY NO. 56, 400 FEET NORTHEAST OF A
 ML0069'LARGE WHITE FARM HOUSE.  THE BENCH MARK IS ON THE EAST SLOPE NEAR
 ML0069'THE CREST OF A HILL, AND SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0306 ***********************************************************************
 LG0306  DESIGNATION -  M 207
 LG0306  PID         -  LG0306
 LG0306  STATE/COUNTY-  NE/LANCASTER
 LG0306  COUNTRY     -  US
 LG0306  USGS QUAD   -  LINCOLN (2017)
 LG0306
 LG0306                         *CURRENT SURVEY CONTROL
 LG0306  ______________________________________________________________________
 LG0306* NAD 83(1986) POSITION- 40 47 39.     (N) 096 43 01.     (W)   SCALED
 LG0306* NAVD 88 ORTHO HEIGHT -   352.387 (meters)     1156.12  (feet) ADJUSTED
 LG0306  ______________________________________________________________________
 LG0306  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 LG0306  DYNAMIC HEIGHT  -        352.232 (meters)     1155.61  (feet) COMP
 LG0306  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 LG0306
 LG0306  VERT ORDER      -  FIRST     CLASS II
 LG0306
 LG0306.The horizontal coordinates were scaled from a map and have
 LG0306.an estimated accuracy of +/- 6 seconds.
 LG0306
 LG0306.The orthometric height was determined by differential leveling and
 LG0306.adjusted by the NATIONAL GEODETIC SURVEY
 LG0306.in June 1991.
 LG0306
 LG0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0306.GEOID18 height accuracy estimate available here.
 LG0306
 LG0306.Click photographs - Photos may exist for this station.
 LG0306
 LG0306.The dynamic height is computed by dividing the NAVD 88
 LG0306.geopotential number by the normal gravity value computed on the
 LG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0306.degrees latitude (g = 980.6199 gals.).
 LG0306
 LG0306.The modeled gravity was interpolated from observed gravity values.
 LG0306
 LG0306;                    North         East    Units  Estimated Accuracy
 LG0306;SPC NE       -   111,940.      776,940.      MT  (+/- 180 meters Scaled)
 LG0306
 LG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL926184(NAD 83)
 LG0306
 LG0306                          SUPERSEDED SURVEY CONTROL
 LG0306
 LG0306  NGVD 29 (??/??/92)  352.289  (m)         1155.80   (f) ADJ UNCH    1 2
 LG0306
 LG0306.Superseded values are not recommended for survey control.
 LG0306
 LG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0306.See file dsdata.pdf to determine how the superseded data were derived.
 LG0306
 LG0306_MARKER: DB = BENCH MARK DISK
 LG0306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0306+WITH SETTING: PAVEMENT
 LG0306_SP_SET: SEMPAHORE BASE
 LG0306_STAMPING: M 207 1940
 LG0306_MARK LOGO: CGS
 LG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0306+STABILITY: SURFACE MOTION
 LG0306
 LG0306  HISTORY     - Date     Condition        Report By
 LG0306  HISTORY     - 1940     MONUMENTED       CGS
 LG0306  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0306
 LG0306                          STATION DESCRIPTION
 LG0306
 LG0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0306'AT LINCOLN.
 LG0306'AT LINCOLN, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0306'QUINCY RAILROAD, 1.1 MILES SOUTH OF THE STATION, 156 FEET SOUTH
 LG0306'ACROSS THE TRACK FROM MILEPOST 62, 10 FEET SOUTHWEST OF THE
 LG0306'CENTERLINE OF THE TRACK, AT A SEMAPHORE, IN THE TOP OF THE
 LG0306'NORTHEAST CORNER OF THE CONCRETE BASE, AND LEVEL WITH THE
 LG0306'TRACK.  A STANDARD DISK, STAMPED M 207 1940.
 LG0306
 LG0306                          STATION RECOVERY (1991)
 LG0306
 LG0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0306'THE SIGNAL AND BASE HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0026 ***********************************************************************
 LG0026  DESIGNATION -  M 208
 LG0026  PID         -  LG0026
 LG0026  STATE/COUNTY-  NE/OTOE
 LG0026  COUNTRY     -  US
 LG0026  USGS QUAD   -  UNADILLA (2017)
 LG0026
 LG0026                         *CURRENT SURVEY CONTROL
 LG0026  ______________________________________________________________________
 LG0026* NAD 83(1986) POSITION- 40 41 48.     (N) 096 18 46.     (W)   SCALED
 LG0026* NAVD 88 ORTHO HEIGHT -   332.822 (meters)     1091.93  (feet) ADJUSTED
 LG0026  ______________________________________________________________________
 LG0026  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 LG0026  DYNAMIC HEIGHT  -        332.670 (meters)     1091.43  (feet) COMP
 LG0026  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 LG0026
 LG0026  VERT ORDER      -  FIRST     CLASS II
 LG0026
 LG0026.The horizontal coordinates were scaled from a map and have
 LG0026.an estimated accuracy of +/- 6 seconds.
 LG0026
 LG0026.The orthometric height was determined by differential leveling and
 LG0026.adjusted by the NATIONAL GEODETIC SURVEY
 LG0026.in June 1991.
 LG0026
 LG0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0026.GEOID18 height accuracy estimate available here.
 LG0026
 LG0026.Click photographs - Photos may exist for this station.
 LG0026
 LG0026.The dynamic height is computed by dividing the NAVD 88
 LG0026.geopotential number by the normal gravity value computed on the
 LG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0026.degrees latitude (g = 980.6199 gals.).
 LG0026
 LG0026.The modeled gravity was interpolated from observed gravity values.
 LG0026
 LG0026;                    North         East    Units  Estimated Accuracy
 LG0026;SPC NE       -   102,500.      811,470.      MT  (+/- 180 meters Scaled)
 LG0026
 LG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL270085(NAD 83)
 LG0026
 LG0026                          SUPERSEDED SURVEY CONTROL
 LG0026
 LG0026  NGVD 29 (??/??/92)  332.722  (m)         1091.61   (f) ADJ UNCH    1 2
 LG0026
 LG0026.Superseded values are not recommended for survey control.
 LG0026
 LG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0026.See file dsdata.pdf to determine how the superseded data were derived.
 LG0026
 LG0026_MARKER: DB = BENCH MARK DISK
 LG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0026_STAMPING: M 208 1940
 LG0026_MARK LOGO: CGS
 LG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0026+STABILITY: SURFACE MOTION
 LG0026
 LG0026  HISTORY     - Date     Condition        Report By
 LG0026  HISTORY     - 1940     MONUMENTED       CGS
 LG0026  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0026
 LG0026                          STATION DESCRIPTION
 LG0026
 LG0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0026'2.6 MI NW FROM UNADILLA.
 LG0026'2.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0026'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 500 FEET
 LG0026'NORTHEAST OF MILEPOST 35, AT A DIRT-ROAD CROSSING, 88 FEET NORTHEAST
 LG0026'OF THE CENTER OF THE CROSSING, 72 FEET SOUTH OF THE CENTERLINE
 LG0026'OF A ROAD PARALLELING THE TRACK, 42.5 FEET NORTH OF THE CENTERLINE
 LG0026'OF THE TRACK, 21 FEET WEST OF A GUYED POLE, AND 3 FEET WEST OF A
 LG0026'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 208 1940
 LG0026'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0026'GROUND.
 LG0026
 LG0026                          STATION RECOVERY (1964)
 LG0026
 LG0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0236 ***********************************************************************
 NO0236  DESIGNATION -  M 21
 NO0236  PID         -  NO0236
 NO0236  STATE/COUNTY-  NE/CHERRY
 NO0236  COUNTRY     -  US
 NO0236  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0236
 NO0236                         *CURRENT SURVEY CONTROL
 NO0236  ______________________________________________________________________
 NO0236* NAD 83(1986) POSITION- 42 19 43.90   (N) 101 01 35.27   (W)   HD_HELD1
 NO0236* NAVD 88 ORTHO HEIGHT -   969.837 (meters)     3181.87  (feet) ADJUSTED
 NO0236  ______________________________________________________________________
 NO0236  GEOID HEIGHT    -        -20.451 (meters)                     GEOID18
 NO0236  DYNAMIC HEIGHT  -        969.363 (meters)     3180.32  (feet) COMP
 NO0236  MODELED GRAVITY -    980,099.7   (mgal)                       NAVD 88
 NO0236
 NO0236  VERT ORDER      -  FIRST     CLASS II
 NO0236
 NO0236.The horizontal coordinates were determined by differentially corrected
 NO0236.hand held GPS observations or other comparable positioning techniques
 NO0236.and have an estimated accuracy of +/- 3 meters.
 NO0236
 NO0236.The orthometric height was determined by differential leveling and
 NO0236.adjusted by the NATIONAL GEODETIC SURVEY
 NO0236.in June 1991.
 NO0236
 NO0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0236.GEOID18 height accuracy estimate available here.
 NO0236
 NO0236.Click photographs - Photos may exist for this station.
 NO0236
 NO0236.The dynamic height is computed by dividing the NAVD 88
 NO0236.geopotential number by the normal gravity value computed on the
 NO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0236.degrees latitude (g = 980.6199 gals.).
 NO0236
 NO0236.The modeled gravity was interpolated from observed gravity values.
 NO0236
 NO0236;                    North         East    Units  Estimated Accuracy
 NO0236;SPC NE       -   277,578.8     415,418.1     MT  (+/- 3 meters HH1 GPS) 
 NO0236
 NO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3303688279(NAD 83)
 NO0236
 NO0236                          SUPERSEDED SURVEY CONTROL
 NO0236
 NO0236  NGVD 29 (??/??/92)  969.515  (m)         3180.82   (f) ADJ UNCH    1 2
 NO0236
 NO0236.Superseded values are not recommended for survey control.
 NO0236
 NO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0236.See file dsdata.pdf to determine how the superseded data were derived.
 NO0236
 NO0236_MARKER: DB = BENCH MARK DISK
 NO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0236_STAMPING: 3180.817 M 21 1933
 NO0236_MARK LOGO: CGS
 NO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0236+STABILITY: SURFACE MOTION
 NO0236
 NO0236  HISTORY     - Date     Condition        Report By
 NO0236  HISTORY     - 1933     MONUMENTED       CGS
 NO0236  HISTORY     - 1934     GOOD             CGS
 NO0236  HISTORY     - 1983     MARK NOT FOUND
 NO0236  HISTORY     - 19850918 MARK NOT FOUND   USPSQD
 NO0236  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0236
 NO0236                          STATION DESCRIPTION
 NO0236
 NO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0236'20.1 MI N FROM MULLEN.
 NO0236'IN CHERRY COUNTY, 20.1 MILES NORTH ALONG A DIRT ROAD FROM
 NO0236'MULLEN, HOOKER COUNTY, 225 FEET WEST OF SUNNY VIEW SCHOOL, 65
 NO0236'FEET EAST OF THE ROAD AND A CATTLEGUARD, 40 FEET EAST OF A FENCE
 NO0236'CORNER, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NO0236'3180.817 M 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0236'6 INCHES ABOVE GROUND.
 NO0236
 NO0236                          STATION RECOVERY (1934)
 NO0236
 NO0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0236'RECOVERED IN GOOD CONDITION.
 NO0236
 NO0236                          STATION RECOVERY (1983)
 NO0236
 NO0236'RECOVERED 1983
 NO0236'MARK NOT FOUND.
 NO0236
 NO0236                          STATION RECOVERY (1985)
 NO0236
 NO0236'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0236'MARK NOT FOUND.
 NO0236
 NO0236                          STATION RECOVERY (1991)
 NO0236
 NO0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0236'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1223 ***********************************************************************
 MK1223  DESIGNATION -  M 210
 MK1223  PID         -  MK1223
 MK1223  STATE/COUNTY-  NE/PLATTE
 MK1223  COUNTRY     -  US
 MK1223  USGS QUAD   -  DUNCAN (2017)
 MK1223
 MK1223                         *CURRENT SURVEY CONTROL
 MK1223  ______________________________________________________________________
 MK1223* NAD 83(1986) POSITION- 41 24 13.     (N) 097 27 22.     (W)   SCALED
 MK1223* NAVD 88 ORTHO HEIGHT -   449.499 (meters)     1474.73  (feet) ADJUSTED
 MK1223  ______________________________________________________________________
 MK1223  GEOID HEIGHT    -        -25.334 (meters)                     GEOID18
 MK1223  DYNAMIC HEIGHT  -        449.301 (meters)     1474.08  (feet) COMP
 MK1223  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 MK1223
 MK1223  VERT ORDER      -  FIRST     CLASS II
 MK1223
 MK1223.The horizontal coordinates were scaled from a map and have
 MK1223.an estimated accuracy of +/- 6 seconds.
 MK1223
 MK1223.The orthometric height was determined by differential leveling and
 MK1223.adjusted by the NATIONAL GEODETIC SURVEY
 MK1223.in June 1991.
 MK1223
 MK1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1223.GEOID18 height accuracy estimate available here.
 MK1223
 MK1223.Click photographs - Photos may exist for this station.
 MK1223
 MK1223.The dynamic height is computed by dividing the NAVD 88
 MK1223.geopotential number by the normal gravity value computed on the
 MK1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1223.degrees latitude (g = 980.6199 gals.).
 MK1223
 MK1223.The modeled gravity was interpolated from observed gravity values.
 MK1223
 MK1223;                    North         East    Units  Estimated Accuracy
 MK1223;SPC NE       -   177,470.      712,620.      MT  (+/- 180 meters Scaled)
 MK1223
 MK1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL290847(NAD 83)
 MK1223
 MK1223                          SUPERSEDED SURVEY CONTROL
 MK1223
 MK1223  NGVD 29 (??/??/92)  449.310  (m)         1474.11   (f) ADJ UNCH    1 2
 MK1223
 MK1223.Superseded values are not recommended for survey control.
 MK1223
 MK1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1223.See file dsdata.pdf to determine how the superseded data were derived.
 MK1223
 MK1223_MARKER: DB = BENCH MARK DISK
 MK1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1223_STAMPING: M 210 1940
 MK1223_MARK LOGO: CGS
 MK1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1223+STABILITY: SURFACE MOTION
 MK1223
 MK1223  HISTORY     - Date     Condition        Report By
 MK1223  HISTORY     - 1940     MONUMENTED       CGS
 MK1223
 MK1223                          STATION DESCRIPTION
 MK1223
 MK1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1223'2.2 MI E FROM DUNCAN.
 MK1223'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1223'NO. 30, 130 FEET NORTH OF CENTERLINE OF HIGHWAY, 45 FEET
 MK1223'SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 7.5 FEET WEST OF
 MK1223'MILEPOST NO. 90, 4.5 FEET NORTH OF RIGHT-OF-WAY FENCE, 3.3
 MK1223'FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 MK1223'MONUMENT PROJECTS 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1382 ***********************************************************************
 MK1382  DESIGNATION -  M 211
 MK1382  PID         -  MK1382
 MK1382  STATE/COUNTY-  NE/MERRICK
 MK1382  COUNTRY     -  US
 MK1382  USGS QUAD   -  CLARKS (2017)
 MK1382
 MK1382                         *CURRENT SURVEY CONTROL
 MK1382  ______________________________________________________________________
 MK1382* NAD 83(1986) POSITION- 41 14 56.     (N) 097 46 49.     (W)   SCALED
 MK1382* NAVD 88 ORTHO HEIGHT -   487.058 (meters)     1597.96  (feet) ADJUSTED
 MK1382  ______________________________________________________________________
 MK1382  GEOID HEIGHT    -        -25.294 (meters)                     GEOID18
 MK1382  DYNAMIC HEIGHT  -        486.827 (meters)     1597.20  (feet) COMP
 MK1382  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 MK1382
 MK1382  VERT ORDER      -  FIRST     CLASS II
 MK1382
 MK1382.The horizontal coordinates were scaled from a map and have
 MK1382.an estimated accuracy of +/- 6 seconds.
 MK1382
 MK1382.The orthometric height was determined by differential leveling and
 MK1382.adjusted by the NATIONAL GEODETIC SURVEY
 MK1382.in June 1991.
 MK1382
 MK1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1382.GEOID18 height accuracy estimate available here.
 MK1382
 MK1382.Click photographs - Photos may exist for this station.
 MK1382
 MK1382.The dynamic height is computed by dividing the NAVD 88
 MK1382.geopotential number by the normal gravity value computed on the
 MK1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1382.degrees latitude (g = 980.6199 gals.).
 MK1382
 MK1382.The modeled gravity was interpolated from observed gravity values.
 MK1382
 MK1382;                    North         East    Units  Estimated Accuracy
 MK1382;SPC NE       -   159,550.      685,970.      MT  (+/- 180 meters Scaled)
 MK1382
 MK1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL021671(NAD 83)
 MK1382
 MK1382                          SUPERSEDED SURVEY CONTROL
 MK1382
 MK1382  NGVD 29 (??/??/92)  486.851  (m)         1597.28   (f) ADJ UNCH    1 2
 MK1382
 MK1382.Superseded values are not recommended for survey control.
 MK1382
 MK1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1382.See file dsdata.pdf to determine how the superseded data were derived.
 MK1382
 MK1382_MARKER: DB = BENCH MARK DISK
 MK1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1382_STAMPING: M 211 1940
 MK1382_MARK LOGO: CGS
 MK1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1382+STABILITY: SURFACE MOTION
 MK1382
 MK1382  HISTORY     - Date     Condition        Report By
 MK1382  HISTORY     - 1940     MONUMENTED       CGS
 MK1382
 MK1382                          STATION DESCRIPTION
 MK1382
 MK1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1382'2 MI SW FROM HAVENS.
 MK1382'2.0 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1382'HAVENS.  BENCH MARK IS ALONG UNION PACIFIC RR. AND U.S. HIGHWAY NO.
 MK1382'30, 55 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1382'CENTERLINE OF THE SOUTH MAIN TRACK, 17 FEET NORTHEAST OF MILEPOST
 MK1382'NO. 110, 2.6 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1382'PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1382'PROJECTS 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1154 ***********************************************************************
 MK1154  DESIGNATION -  M 212
 MK1154  PID         -  MK1154
 MK1154  STATE/COUNTY-  NE/MADISON
 MK1154  COUNTRY     -  US
 MK1154  USGS QUAD   -  ENOLA (2017)
 MK1154
 MK1154                         *CURRENT SURVEY CONTROL
 MK1154  ______________________________________________________________________
 MK1154* NAD 83(1986) POSITION- 41 58 41.     (N) 097 26 59.     (W)   SCALED
 MK1154* NAVD 88 ORTHO HEIGHT -   481.687 (meters)     1580.33  (feet) ADJUSTED
 MK1154  ______________________________________________________________________
 MK1154  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 MK1154  DYNAMIC HEIGHT  -        481.497 (meters)     1579.71  (feet) COMP
 MK1154  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 MK1154
 MK1154  VERT ORDER      -  FIRST     CLASS II
 MK1154
 MK1154.The horizontal coordinates were scaled from a map and have
 MK1154.an estimated accuracy of +/- 6 seconds.
 MK1154
 MK1154.The orthometric height was determined by differential leveling and
 MK1154.adjusted by the NATIONAL GEODETIC SURVEY
 MK1154.in June 1991.
 MK1154
 MK1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1154.GEOID18 height accuracy estimate available here.
 MK1154
 MK1154.Click photographs - Photos may exist for this station.
 MK1154
 MK1154.The dynamic height is computed by dividing the NAVD 88
 MK1154.geopotential number by the normal gravity value computed on the
 MK1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1154.degrees latitude (g = 980.6199 gals.).
 MK1154
 MK1154.The modeled gravity was interpolated from observed gravity values.
 MK1154
 MK1154;                    North         East    Units  Estimated Accuracy
 MK1154;SPC NE       -   241,240.      711,270.      MT  (+/- 180 meters Scaled)
 MK1154
 MK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM284485(NAD 83)
 MK1154
 MK1154                          SUPERSEDED SURVEY CONTROL
 MK1154
 MK1154  NGVD 29 (??/??/92)  481.508  (m)         1579.75   (f) ADJ UNCH    1 2
 MK1154
 MK1154.Superseded values are not recommended for survey control.
 MK1154
 MK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1154.See file dsdata.pdf to determine how the superseded data were derived.
 MK1154
 MK1154_MARKER: DB = BENCH MARK DISK
 MK1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1154_STAMPING: M 212 1940
 MK1154_MARK LOGO: CGS
 MK1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1154+STABILITY: SURFACE MOTION
 MK1154
 MK1154  HISTORY     - Date     Condition        Report By
 MK1154  HISTORY     - 1940     MONUMENTED       CGS
 MK1154  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 MK1154
 MK1154                          STATION DESCRIPTION
 MK1154
 MK1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1154'4.4 MI SW FROM NORFOLK.
 MK1154'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1154'650 FEET SOUTH OF ONE MILE, SIGN, 65 FEET EAST OF WHISTLE POST,
 MK1154'48 FEET EAST OF CENTERLINE OF TRACK, 3.0 FEET NORTH OF 4 X 4
 MK1154'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 2.0 FEET WEST OF
 MK1154'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.3 FOOT.
 MK1154
 MK1154                          STATION RECOVERY (1981)
 MK1154
 MK1154'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1164 ***********************************************************************
 NM1164  DESIGNATION -  M 213
 NM1164  PID         -  NM1164
 NM1164  STATE/COUNTY-  NE/MADISON
 NM1164  COUNTRY     -  US
 NM1164  USGS QUAD   -  NORFOLK (2017)
 NM1164
 NM1164                         *CURRENT SURVEY CONTROL
 NM1164  ______________________________________________________________________
 NM1164* NAD 83(1986) POSITION- 42 03 11.     (N) 097 24 03.     (W)   SCALED
 NM1164* NAVD 88 ORTHO HEIGHT -   466.472 (meters)     1530.42  (feet) ADJUSTED
 NM1164  ______________________________________________________________________
 NM1164  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NM1164  DYNAMIC HEIGHT  -        466.290 (meters)     1529.82  (feet) COMP
 NM1164  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 NM1164
 NM1164  VERT ORDER      -  FIRST     CLASS II
 NM1164
 NM1164.The horizontal coordinates were scaled from a map and have
 NM1164.an estimated accuracy of +/- 6 seconds.
 NM1164
 NM1164.The orthometric height was determined by differential leveling and
 NM1164.adjusted by the NATIONAL GEODETIC SURVEY
 NM1164.in June 1991.
 NM1164
 NM1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1164.GEOID18 height accuracy estimate available here.
 NM1164
 NM1164.Click photographs - Photos may exist for this station.
 NM1164
 NM1164.The dynamic height is computed by dividing the NAVD 88
 NM1164.geopotential number by the normal gravity value computed on the
 NM1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1164.degrees latitude (g = 980.6199 gals.).
 NM1164
 NM1164.The modeled gravity was interpolated from observed gravity values.
 NM1164
 NM1164;                    North         East    Units  Estimated Accuracy
 NM1164;SPC NE       -   249,680.      715,070.      MT  (+/- 180 meters Scaled)
 NM1164
 NM1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM323569(NAD 83)
 NM1164
 NM1164                          SUPERSEDED SURVEY CONTROL
 NM1164
 NM1164  NGVD 29 (??/??/92)  466.287  (m)         1529.81   (f) ADJ UNCH    1 2
 NM1164
 NM1164.Superseded values are not recommended for survey control.
 NM1164
 NM1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1164.See file dsdata.pdf to determine how the superseded data were derived.
 NM1164
 NM1164_MARKER: DB = BENCH MARK DISK
 NM1164_STAMPING: M 213 1940
 NM1164_MARK LOGO: CGS
 NM1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1164
 NM1164  HISTORY     - Date     Condition        Report By
 NM1164  HISTORY     - 1940     MONUMENTED       CGS
 NM1164  HISTORY     - 1947     GOOD             CGS
 NM1164
 NM1164                          STATION DESCRIPTION
 NM1164
 NM1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1164'1.5 MI NE FROM NORFOLK.
 NM1164'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE CHICAGO, ST. PAUL,
 NM1164'MINNEAPOLIS AND OMAHA RR, 130 FEET NORTHEAST OF YARD LIMIT SIGN,
 NM1164'42 FEET EAST OF CENTERLINE OF TRACK 12 FEET NORTH OF POLE NO.
 NM1164'44.27, 7.8 FEET WEST OF RIGHT-OF-WAY FENCE, 2.8 FEET NORTH OF
 NM1164'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0168 ***********************************************************************
 NP0168  DESIGNATION -  M 214
 NP0168  PID         -  NP0168
 NP0168  STATE/COUNTY-  NE/BOX BUTTE
 NP0168  COUNTRY     -  US
 NP0168  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0168
 NP0168                         *CURRENT SURVEY CONTROL
 NP0168  ______________________________________________________________________
 NP0168* NAD 83(1986) POSITION- 42 05 46.64   (N) 102 45 40.86   (W)   HD_HELD1
 NP0168* NAVD 88 ORTHO HEIGHT -  1204.771 (meters)     3952.65  (feet) ADJUSTED
 NP0168  ______________________________________________________________________
 NP0168  GEOID HEIGHT    -        -18.701 (meters)                     GEOID18
 NP0168  DYNAMIC HEIGHT  -       1204.073 (meters)     3950.36  (feet) COMP
 NP0168  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 NP0168
 NP0168  VERT ORDER      -  SECOND    CLASS 0
 NP0168
 NP0168.The horizontal coordinates were determined by differentially corrected
 NP0168.hand held GPS observations or other comparable positioning techniques
 NP0168.and have an estimated accuracy of +/- 3 meters.
 NP0168
 NP0168.The orthometric height was determined by differential leveling and
 NP0168.adjusted by the NATIONAL GEODETIC SURVEY
 NP0168.in June 1991.
 NP0168
 NP0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0168.GEOID18 height accuracy estimate available here.
 NP0168
 NP0168.Click photographs - Photos may exist for this station.
 NP0168
 NP0168.The dynamic height is computed by dividing the NAVD 88
 NP0168.geopotential number by the normal gravity value computed on the
 NP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0168.degrees latitude (g = 980.6199 gals.).
 NP0168
 NP0168.The modeled gravity was interpolated from observed gravity values.
 NP0168
 NP0168;                    North         East    Units  Estimated Accuracy
 NP0168;SPC NE       -   254,896.6     271,670.0     MT  (+/- 3 meters HH1 GPS) 
 NP0168
 NP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8512462892(NAD 83)
 NP0168
 NP0168                          SUPERSEDED SURVEY CONTROL
 NP0168
 NP0168  NGVD 29 (??/??/92) 1204.196  (m)         3950.77   (f) ADJ UNCH    2 0
 NP0168
 NP0168.Superseded values are not recommended for survey control.
 NP0168
 NP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0168.See file dsdata.pdf to determine how the superseded data were derived.
 NP0168
 NP0168_MARKER: DB = BENCH MARK DISK
 NP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0168_STAMPING: M 214 1940
 NP0168_MARK LOGO: CGS
 NP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0168+STABILITY: SURFACE MOTION
 NP0168
 NP0168  HISTORY     - Date     Condition        Report By
 NP0168  HISTORY     - 1940     MONUMENTED       CGS
 NP0168
 NP0168                          STATION DESCRIPTION
 NP0168
 NP0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0168'5.6 MI E FROM ALLIANCE.
 NP0168'5.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0168'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 630 FEET EAST
 NP0168'OF MILEPOST 360, AT A WIDENING IN THE RIGHT-OF-WAY FROM 50 FEET
 NP0168'TO 100 FEET, 90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 11
 NP0168'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A
 NP0168'NORTH-AND-SOUTH FENCE, AND 3.0 FEET WEST OF A 4- BY 4-INCH
 NP0168'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0168'STAMPED M 214 1940 AND SET IN THE TOP OF A CONCRETE POST
 NP0168'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0538 ***********************************************************************
 LF0538  DESIGNATION -  M 215
 LF0538  PID         -  LF0538
 LF0538  STATE/COUNTY-  NE/RICHARDSON
 LF0538  COUNTRY     -  US
 LF0538  USGS QUAD   -  SALEM (2017)
 LF0538
 LF0538                         *CURRENT SURVEY CONTROL
 LF0538  ______________________________________________________________________
 LF0538* NAD 83(1986) POSITION- 40 05 28.     (N) 095 43 21.     (W)   SCALED
 LF0538* NAVD 88 ORTHO HEIGHT -   280.052 (meters)      918.80  (feet) ADJUSTED
 LF0538  ______________________________________________________________________
 LF0538  GEOID HEIGHT    -        -30.207 (meters)                     GEOID18
 LF0538  DYNAMIC HEIGHT  -        279.894 (meters)      918.29  (feet) COMP
 LF0538  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 LF0538
 LF0538  VERT ORDER      -  SECOND    CLASS 0
 LF0538
 LF0538.The horizontal coordinates were scaled from a map and have
 LF0538.an estimated accuracy of +/- 6 seconds.
 LF0538
 LF0538.The orthometric height was determined by differential leveling and
 LF0538.adjusted by the NATIONAL GEODETIC SURVEY
 LF0538.in June 1991.
 LF0538
 LF0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0538.GEOID18 height accuracy estimate available here.
 LF0538
 LF0538.Click photographs - Photos may exist for this station.
 LF0538
 LF0538.The dynamic height is computed by dividing the NAVD 88
 LF0538.geopotential number by the normal gravity value computed on the
 LF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0538.degrees latitude (g = 980.6199 gals.).
 LF0538
 LF0538.The modeled gravity was interpolated from observed gravity values.
 LF0538
 LF0538;                    North         East    Units  Estimated Accuracy
 LF0538;SPC NE       -    37,640.      864,620.      MT  (+/- 180 meters Scaled)
 LF0538
 LF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE679414(NAD 83)
 LF0538
 LF0538                          SUPERSEDED SURVEY CONTROL
 LF0538
 LF0538  NGVD 29 (??/??/92)  279.968  (m)          918.53   (f) ADJ UNCH    2 0
 LF0538
 LF0538.Superseded values are not recommended for survey control.
 LF0538
 LF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0538.See file dsdata.pdf to determine how the superseded data were derived.
 LF0538
 LF0538_MARKER: DB = BENCH MARK DISK
 LF0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0538_SP_SET: BRIDGE
 LF0538_STAMPING: M 215 1945
 LF0538_MARK LOGO: CGS
 LF0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0538
 LF0538  HISTORY     - Date     Condition        Report By
 LF0538  HISTORY     - 1945     MONUMENTED       CGS
 LF0538
 LF0538                          STATION DESCRIPTION
 LF0538
 LF0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0538'1 MI NW FROM SALEM.
 LF0538'1.0 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0538'RAILROAD FROM THE STATION AT SALEM, RICHARDSON COUNTY, 4 POLES
 LF0538'SOUTHEAST OF MILEPOST 27, AT BRIDGE 26.93, IN THE TOP OF THE
 LF0538'SOUTH END OF THE SOUTHEAST ABUTMENT, AND ABOUT 1 FOOT LOWER
 LF0538'THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED M 215 1945.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0047 ***********************************************************************
 NN0047  DESIGNATION -  M 216
 NN0047  PID         -  NN0047
 NN0047  STATE/COUNTY-  NE/BOYD
 NN0047  COUNTRY     -  US
 NN0047  USGS QUAD   -  MARTY (2017)
 NN0047
 NN0047                         *CURRENT SURVEY CONTROL
 NN0047  ______________________________________________________________________
 NN0047* NAD 83(1986) POSITION- 42 52 56.     (N) 098 22 31.     (W)   SCALED
 NN0047* NAVD 88 ORTHO HEIGHT -   516.452 (meters)     1694.39  (feet) ADJUSTED
 NN0047  ______________________________________________________________________
 NN0047  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 NN0047  DYNAMIC HEIGHT  -        516.274 (meters)     1693.81  (feet) COMP
 NN0047  MODELED GRAVITY -    980,260.0   (mgal)                       NAVD 88
 NN0047
 NN0047  VERT ORDER      -  SECOND    CLASS 0
 NN0047
 NN0047.The horizontal coordinates were scaled from a map and have
 NN0047.an estimated accuracy of +/- 6 seconds.
 NN0047
 NN0047.The orthometric height was determined by differential leveling and
 NN0047.adjusted by the NATIONAL GEODETIC SURVEY
 NN0047.in June 1991.
 NN0047
 NN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0047.GEOID18 height accuracy estimate available here.
 NN0047
 NN0047.Click photographs - Photos may exist for this station.
 NN0047
 NN0047.The dynamic height is computed by dividing the NAVD 88
 NN0047.geopotential number by the normal gravity value computed on the
 NN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0047.degrees latitude (g = 980.6199 gals.).
 NN0047
 NN0047.The modeled gravity was interpolated from observed gravity values.
 NN0047
 NN0047;                    North         East    Units  Estimated Accuracy
 NN0047;SPC NE       -   339,790.      632,720.      MT  (+/- 180 meters Scaled)
 NN0047
 NN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN510479(NAD 83)
 NN0047
 NN0047                          SUPERSEDED SURVEY CONTROL
 NN0047
 NN0047  NGVD 29 (??/??/92)  516.180  (m)         1693.50   (f) ADJ UNCH    2 0
 NN0047
 NN0047.Superseded values are not recommended for survey control.
 NN0047
 NN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0047.See file dsdata.pdf to determine how the superseded data were derived.
 NN0047
 NN0047_MARKER: DB = BENCH MARK DISK
 NN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0047_STAMPING: M 216 1946
 NN0047_MARK LOGO: CGS
 NN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0047+STABILITY: SURFACE MOTION
 NN0047
 NN0047  HISTORY     - Date     Condition        Report By
 NN0047  HISTORY     - 1946     MONUMENTED       CGS
 NN0047
 NN0047                          STATION DESCRIPTION
 NN0047
 NN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0047'6 MI NW FROM MONOWI.
 NN0047'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0047'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0047'NORTH 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3 MILE
 NN0047'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 18.0 FEET
 NN0047'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 27.0
 NN0047'FEET EAST OF THE EAST END OF A WIRE GATE, 1.0 FOOT NORTH
 NN0047'OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0047'BRONZE DISK STAMPED M 216 1946 AND SET IN THE TOP OF A CONCRETE
 NN0047'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0188 ***********************************************************************
 NN0188  DESIGNATION -  M 217
 NN0188  PID         -  NN0188
 NN0188  STATE/COUNTY-  NE/HOLT
 NN0188  COUNTRY     -  US
 NN0188  USGS QUAD   -  INMAN (2017)
 NN0188
 NN0188                         *CURRENT SURVEY CONTROL
 NN0188  ______________________________________________________________________
 NN0188* NAD 83(1986) POSITION- 42 24 56.     (N) 098 33 14.     (W)   SCALED
 NN0188* NAVD 88 ORTHO HEIGHT -   588.902 (meters)     1932.09  (feet) ADJUSTED
 NN0188  ______________________________________________________________________
 NN0188  GEOID HEIGHT    -        -24.451 (meters)                     GEOID18
 NN0188  DYNAMIC HEIGHT  -        588.679 (meters)     1931.36  (feet) COMP
 NN0188  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 NN0188
 NN0188  VERT ORDER      -  FIRST     CLASS II
 NN0188
 NN0188.The horizontal coordinates were scaled from a map and have
 NN0188.an estimated accuracy of +/- 6 seconds.
 NN0188
 NN0188.The orthometric height was determined by differential leveling and
 NN0188.adjusted by the NATIONAL GEODETIC SURVEY
 NN0188.in June 1991.
 NN0188
 NN0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0188.GEOID18 height accuracy estimate available here.
 NN0188
 NN0188.Click photographs - Photos may exist for this station.
 NN0188
 NN0188.The dynamic height is computed by dividing the NAVD 88
 NN0188.geopotential number by the normal gravity value computed on the
 NN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0188.degrees latitude (g = 980.6199 gals.).
 NN0188
 NN0188.The modeled gravity was interpolated from observed gravity values.
 NN0188
 NN0188;                    North         East    Units  Estimated Accuracy
 NN0188;SPC NE       -   287,700.      619,000.      MT  (+/- 180 meters Scaled)
 NN0188
 NN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM367960(NAD 83)
 NN0188
 NN0188                          SUPERSEDED SURVEY CONTROL
 NN0188
 NN0188  NGVD 29 (??/??/92)  588.704  (m)         1931.44   (f) ADJ UNCH    1 2
 NN0188
 NN0188.Superseded values are not recommended for survey control.
 NN0188
 NN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0188.See file dsdata.pdf to determine how the superseded data were derived.
 NN0188
 NN0188_MARKER: DB = BENCH MARK DISK
 NN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0188_STAMPING: M 217 1946
 NN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0188+STABILITY: SURFACE MOTION
 NN0188
 NN0188  HISTORY     - Date     Condition        Report By
 NN0188  HISTORY     - 1946     MONUMENTED       CGS
 NN0188
 NN0188                          STATION DESCRIPTION
 NN0188
 NN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0188'7.7 MI SE FROM O NEILL.
 NN0188'7.7 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0188'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0188'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0188'MILES EAST, 0.8 MILE SOUTH, 2.6 MILES EAST, AND 1.5 MILES SOUTH
 NN0188'ALONG GRADED DIRT ROADS.  IT IS AT THE NORTHEAST CORNER OF A
 NN0188'HAY FIELD, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET
 NN0188'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST
 NN0188'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 NN0188'STANDARD DISK, STAMPED M 217 1946 AND SET IN THE TOP OF A
 NN0188'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0424 ***********************************************************************
 NN0424  DESIGNATION -  M 218
 NN0424  PID         -  NN0424
 NN0424  STATE/COUNTY-  NE/HOLT
 NN0424  COUNTRY     -  US
 NN0424  USGS QUAD   -  STUART SE (2017)
 NN0424
 NN0424                         *CURRENT SURVEY CONTROL
 NN0424  ______________________________________________________________________
 NN0424* NAD 83(1986) POSITION- 42 37 23.43   (N) 099 06 30.77   (W)   HD_HELD1
 NN0424* NAVD 88 ORTHO HEIGHT -   652.038 (meters)     2139.23  (feet) ADJUSTED
 NN0424  ______________________________________________________________________
 NN0424  GEOID HEIGHT    -        -24.117 (meters)                     GEOID18
 NN0424  DYNAMIC HEIGHT  -        651.785 (meters)     2138.40  (feet) COMP
 NN0424  MODELED GRAVITY -    980,211.5   (mgal)                       NAVD 88
 NN0424
 NN0424  VERT ORDER      -  SECOND    CLASS 0
 NN0424
 NN0424.The horizontal coordinates were determined by differentially corrected
 NN0424.hand held GPS observations or other comparable positioning techniques
 NN0424.and have an estimated accuracy of +/- 3 meters.
 NN0424
 NN0424.The orthometric height was determined by differential leveling and
 NN0424.adjusted by the NATIONAL GEODETIC SURVEY
 NN0424.in June 1991.
 NN0424
 NN0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0424.GEOID18 height accuracy estimate available here.
 NN0424
 NN0424.Click photographs - Photos may exist for this station.
 NN0424
 NN0424.The dynamic height is computed by dividing the NAVD 88
 NN0424.geopotential number by the normal gravity value computed on the
 NN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0424.degrees latitude (g = 980.6199 gals.).
 NN0424
 NN0424.The modeled gravity was interpolated from observed gravity values.
 NN0424
 NN0424;                    North         East    Units  Estimated Accuracy
 NN0424;SPC NE       -   310,140.4     573,120.2     MT  (+/- 3 meters HH1 GPS) 
 NN0424
 NN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9109818976(NAD 83)
 NN0424
 NN0424                          SUPERSEDED SURVEY CONTROL
 NN0424
 NN0424  NGVD 29 (??/??/92)  651.805  (m)         2138.46   (f) ADJ UNCH    2 0
 NN0424
 NN0424.Superseded values are not recommended for survey control.
 NN0424
 NN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0424.See file dsdata.pdf to determine how the superseded data were derived.
 NN0424
 NN0424_MARKER: DB = BENCH MARK DISK
 NN0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0424_STAMPING: M 218 1946
 NN0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0424+STABILITY: SURFACE MOTION
 NN0424
 NN0424  HISTORY     - Date     Condition        Report By
 NN0424  HISTORY     - 1946     MONUMENTED       CGS
 NN0424
 NN0424                          STATION DESCRIPTION
 NN0424
 NN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0424'5.1 MI NE FROM STUART.
 NN0424'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0424'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0424'NO. 20, THENCE NORTH 2.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0424'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0424'A DIRT T ROAD LEADING EAST, 35.0 FEET WEST OF AND ABOUT 1.0
 NN0424'FOOT LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 25.0 FEET
 NN0424'SOUTH OF THE EXTENDED CENTER LINE OF THE T ROAD, 52.0 FEET SOUTH
 NN0424'OF THE SOUTH END OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE AND
 NN0424'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 NN0424'STAMPED M 218 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0424'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0337 ***********************************************************************
 NN0337  DESIGNATION -  M 219
 NN0337  PID         -  NN0337
 NN0337  STATE/COUNTY-  NE/HOLT
 NN0337  COUNTRY     -  US
 NN0337  USGS QUAD   -  STUART SE (2017)
 NN0337
 NN0337                         *CURRENT SURVEY CONTROL
 NN0337  ______________________________________________________________________
 NN0337* NAD 83(1986) POSITION- 42 33 56.     (N) 099 02 57.     (W)   SCALED
 NN0337* NAVD 88 ORTHO HEIGHT -   649.189 (meters)     2129.88  (feet) ADJUSTED
 NN0337  ______________________________________________________________________
 NN0337  GEOID HEIGHT    -        -24.062 (meters)                     GEOID18
 NN0337  DYNAMIC HEIGHT  -        648.933 (meters)     2129.04  (feet) COMP
 NN0337  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 NN0337
 NN0337  VERT ORDER      -  FIRST     CLASS II
 NN0337
 NN0337.The horizontal coordinates were scaled from a map and have
 NN0337.an estimated accuracy of +/- 6 seconds.
 NN0337
 NN0337.The orthometric height was determined by differential leveling and
 NN0337.adjusted by the NATIONAL GEODETIC SURVEY
 NN0337.in June 1991.
 NN0337
 NN0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0337.GEOID18 height accuracy estimate available here.
 NN0337
 NN0337.Click photographs - Photos may exist for this station.
 NN0337
 NN0337.The dynamic height is computed by dividing the NAVD 88
 NN0337.geopotential number by the normal gravity value computed on the
 NN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0337.degrees latitude (g = 980.6199 gals.).
 NN0337
 NN0337.The modeled gravity was interpolated from observed gravity values.
 NN0337
 NN0337;                    North         East    Units  Estimated Accuracy
 NN0337;SPC NE       -   303,790.      578,060.      MT  (+/- 180 meters Scaled)
 NN0337
 NN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN959125(NAD 83)
 NN0337
 NN0337                          SUPERSEDED SURVEY CONTROL
 NN0337
 NN0337  NGVD 29 (??/??/92)  648.958  (m)         2129.12   (f) ADJ UNCH    1 2
 NN0337
 NN0337.Superseded values are not recommended for survey control.
 NN0337
 NN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0337.See file dsdata.pdf to determine how the superseded data were derived.
 NN0337
 NN0337_MARKER: DB = BENCH MARK DISK
 NN0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0337_STAMPING: M 219 1946
 NN0337_MARK LOGO: CGS
 NN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0337+STABILITY: SURFACE MOTION
 NN0337
 NN0337  HISTORY     - Date     Condition        Report By
 NN0337  HISTORY     - 1946     MONUMENTED       CGS
 NN0337  HISTORY     - 1949     GOOD             CGS
 NN0337
 NN0337                          STATION DESCRIPTION
 NN0337
 NN0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0337'0.3 MI S FROM STUART.
 NN0337'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART
 NN0337'HOLT COUNTY, THENCE 5.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0337'4.6 MILES NORTHWEST OF ATKINSON, AT THE INTERSECTION OF A
 NN0337'NORTH-AND-SOUTH DIRT ROAD, 88 FEET NORTHEAST OF THE CENTERLINE
 NN0337'OF THE HIGHWAY, 49 FEET EAST OF THE CENTERLINE OF THE ROAD, 16
 NN0337'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0337'WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 NN0337'HIGHWAY.  A STANDARD DISK, STAMPED M 219 1946 AND SET IN THE TOP OF
 NN0337'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0337
 NN0337                          STATION RECOVERY (1949)
 NN0337
 NN0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0149 ***********************************************************************
 MM0149  DESIGNATION -  M 22
 MM0149  PID         -  MM0149
 MM0149  STATE/COUNTY-  NE/MCPHERSON
 MM0149  COUNTRY     -  US
 MM0149  USGS QUAD   -  TRYON NW (2017)
 MM0149
 MM0149                         *CURRENT SURVEY CONTROL
 MM0149  ______________________________________________________________________
 MM0149* NAD 83(1986) POSITION- 41 41 55.13   (N) 100 57 44.63   (W)   HD_HELD1
 MM0149* NAVD 88 ORTHO HEIGHT -  1024.815 (meters)     3362.25  (feet) ADJUSTED
 MM0149  ______________________________________________________________________
 MM0149  GEOID HEIGHT    -        -21.219 (meters)                     GEOID18
 MM0149  DYNAMIC HEIGHT  -       1024.228 (meters)     3360.32  (feet) COMP
 MM0149  MODELED GRAVITY -    980,014.7   (mgal)                       NAVD 88
 MM0149
 MM0149  VERT ORDER      -  FIRST     CLASS II
 MM0149
 MM0149.The horizontal coordinates were determined by differentially corrected
 MM0149.hand held GPS observations or other comparable positioning techniques
 MM0149.and have an estimated accuracy of +/- 3 meters.
 MM0149
 MM0149.The orthometric height was determined by differential leveling and
 MM0149.adjusted by the NATIONAL GEODETIC SURVEY
 MM0149.in June 1994.
 MM0149
 MM0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0149.GEOID18 height accuracy estimate available here.
 MM0149
 MM0149.Click photographs - Photos may exist for this station.
 MM0149
 MM0149.The dynamic height is computed by dividing the NAVD 88
 MM0149.geopotential number by the normal gravity value computed on the
 MM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0149.degrees latitude (g = 980.6199 gals.).
 MM0149
 MM0149.The modeled gravity was interpolated from observed gravity values.
 MM0149
 MM0149;                    North         East    Units  Estimated Accuracy
 MM0149;SPC NE       -   207,543.1     419,918.1     MT  (+/- 3 meters HH1 GPS) 
 MM0149
 MM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3671018178(NAD 83)
 MM0149
 MM0149                          SUPERSEDED SURVEY CONTROL
 MM0149
 MM0149  NAVD 88 (06/15/91) 1024.834  (m)         3362.31   (f) SUPERSEDED  1 2
 MM0149  NGVD 29 (02/14/92) 1024.458  (m)         3361.08   (f) ADJUSTED    1 2
 MM0149  NGVD 29 (??/??/87) 1024.475  (m)         3361.13   (f) SUPERSEDED  1 2
 MM0149
 MM0149.Superseded values are not recommended for survey control.
 MM0149
 MM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0149.See file dsdata.pdf to determine how the superseded data were derived.
 MM0149
 MM0149_MARKER: DB = BENCH MARK DISK
 MM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0149_STAMPING: M 22 1933 3361.132
 MM0149_MARK LOGO: CGS
 MM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0149+STABILITY: SURFACE MOTION
 MM0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0149+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0149
 MM0149  HISTORY     - Date     Condition        Report By
 MM0149  HISTORY     - 1933     MONUMENTED       CGS
 MM0149  HISTORY     - 19910820 GOOD             NGS
 MM0149  HISTORY     - 20150609 GOOD             NEGS
 MM0149
 MM0149                          STATION DESCRIPTION
 MM0149
 MM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0149'10.2 MI N FROM TRYON.
 MM0149'10.2 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0149'TRYON, MC PHERSON COUNTY, ABOUT 1 MILE SOUTH OF A GENERAL LAND
 MM0149'OFFICE MARKER FOR SECTIONS 11, 12, 13 AND 14, T 20 N, R 32 W,
 MM0149'0.8 MILE NORTH OF A GROUP OF FARM BUILDING WITH A SMALL GROVE
 MM0149'OF EVERGREEN TREES IN THE FRONT YARD, ABOUT 150 YARDS SOUTH OF
 MM0149'THE HIGHEST POINT IN THE OLD HIGHWAY, ON A TANGENT ROAD, 76 FEET
 MM0149'WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND IN LINE WITH A
 MM0149'CROSS FENCE LEADING EAST.  A STANDARD DISK, STAMPED 3361.132 M 22
 MM0149'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 MM0149'ABOVE GROUND.
 MM0149
 MM0149                          STATION RECOVERY (1991)
 MM0149
 MM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0149'16.5 KM (10.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0149'COURTHOUSE IN TRYON, 86.8 M (284.8 FT) NORTH OF THE CENTER OF A DIRT
 MM0149'ROAD LEADING TO THE NEAL RANCH, 34.5 M (113.2 FT) WEST OF AND LEVEL
 MM0149'WITH THE HIGHWAY CENTERLINE, 16.1 M (52.8 FT) WEST OF A WITNESS POST
 MM0149'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MM0149'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LAVERNE NEAL, HC
 MM0149'71, BOX 12, TRYON, NE 69167, TELEPHONE NUMBER (308) 587-2341.
 MM0149
 MM0149                          STATION RECOVERY (2015)
 MM0149
 MM0149'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0149'RECOVERED AS DESCRIBED
 MM0149'NEAR MILE POST 41+26 ON STATE HIGHWAY 97
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0484 ***********************************************************************
 NN0484  DESIGNATION -  M 220
 NN0484  PID         -  NN0484
 NN0484  STATE/COUNTY-  NE/ROCK
 NN0484  COUNTRY     -  US
 NN0484  USGS QUAD   -  BASSETT (2017)
 NN0484
 NN0484                         *CURRENT SURVEY CONTROL
 NN0484  ______________________________________________________________________
 NN0484* NAD 83(1986) POSITION- 42 35 35.     (N) 099 31 10.     (W)   SCALED
 NN0484* NAVD 88 ORTHO HEIGHT -   702.732 (meters)     2305.55  (feet) ADJUSTED
 NN0484  ______________________________________________________________________
 NN0484  GEOID HEIGHT    -        -23.321 (meters)                     GEOID18
 NN0484  DYNAMIC HEIGHT  -        702.448 (meters)     2304.61  (feet) COMP
 NN0484  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 NN0484
 NN0484  VERT ORDER      -  FIRST     CLASS II
 NN0484
 NN0484.The horizontal coordinates were scaled from a map and have
 NN0484.an estimated accuracy of +/- 6 seconds.
 NN0484
 NN0484.The orthometric height was determined by differential leveling and
 NN0484.adjusted by the NATIONAL GEODETIC SURVEY
 NN0484.in June 1991.
 NN0484
 NN0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0484.GEOID18 height accuracy estimate available here.
 NN0484
 NN0484.Click photographs - Photos may exist for this station.
 NN0484
 NN0484.The dynamic height is computed by dividing the NAVD 88
 NN0484.geopotential number by the normal gravity value computed on the
 NN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0484.degrees latitude (g = 980.6199 gals.).
 NN0484
 NN0484.The modeled gravity was interpolated from observed gravity values.
 NN0484
 NN0484;                    North         East    Units  Estimated Accuracy
 NN0484;SPC NE       -   306,530.      539,440.      MT  (+/- 180 meters Scaled)
 NN0484
 NN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN573157(NAD 83)
 NN0484
 NN0484                          SUPERSEDED SURVEY CONTROL
 NN0484
 NN0484  NGVD 29 (??/??/92)  702.485  (m)         2304.74   (f) ADJ UNCH    1 2
 NN0484
 NN0484.Superseded values are not recommended for survey control.
 NN0484
 NN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0484.See file dsdata.pdf to determine how the superseded data were derived.
 NN0484
 NN0484_MARKER: DB = BENCH MARK DISK
 NN0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0484_STAMPING: M 220 1946
 NN0484_MARK LOGO: CGS
 NN0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0484+STABILITY: SURFACE MOTION
 NN0484
 NN0484  HISTORY     - Date     Condition        Report By
 NN0484  HISTORY     - 1946     MONUMENTED       CGS
 NN0484  HISTORY     - 1982     GOOD             LOCSUR
 NN0484
 NN0484                          STATION DESCRIPTION
 NN0484
 NN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0484'1 MI E FROM BASSETT.
 NN0484'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0484'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0484'48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 41 FEET EAST OF
 NN0484'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NN0484'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0484'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 220 1946 AND
 NN0484'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0484'GROUND.
 NN0484
 NN0484                          STATION RECOVERY (1982)
 NN0484
 NN0484'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1253 ***********************************************************************
 NM1253  DESIGNATION -  M 221
 NM1253  PID         -  NM1253
 NM1253  STATE/COUNTY-  NE/PIERCE
 NM1253  COUNTRY     -  US
 NM1253  USGS QUAD   -  FOSTER (2017)
 NM1253
 NM1253                         *CURRENT SURVEY CONTROL
 NM1253  ______________________________________________________________________
 NM1253* NAD 83(1986) POSITION- 42 17 57.     (N) 097 42 32.     (W)   SCALED
 NM1253* NAVD 88 ORTHO HEIGHT -   503.720 (meters)     1652.62  (feet) ADJUSTED
 NM1253  ______________________________________________________________________
 NM1253  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 NM1253  DYNAMIC HEIGHT  -        503.532 (meters)     1652.00  (feet) COMP
 NM1253  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 NM1253
 NM1253  VERT ORDER      -  FIRST     CLASS II
 NM1253
 NM1253.The horizontal coordinates were scaled from a map and have
 NM1253.an estimated accuracy of +/- 6 seconds.
 NM1253
 NM1253.The orthometric height was determined by differential leveling and
 NM1253.adjusted by the NATIONAL GEODETIC SURVEY
 NM1253.in June 1991.
 NM1253
 NM1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1253.GEOID18 height accuracy estimate available here.
 NM1253
 NM1253.Click photographs - Photos may exist for this station.
 NM1253
 NM1253.The dynamic height is computed by dividing the NAVD 88
 NM1253.geopotential number by the normal gravity value computed on the
 NM1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1253.degrees latitude (g = 980.6199 gals.).
 NM1253
 NM1253.The modeled gravity was interpolated from observed gravity values.
 NM1253
 NM1253;                    North         East    Units  Estimated Accuracy
 NM1253;SPC NE       -   276,280.      688,860.      MT  (+/- 180 meters Scaled)
 NM1253
 NM1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM064838(NAD 83)
 NM1253
 NM1253                          SUPERSEDED SURVEY CONTROL
 NM1253
 NM1253  NGVD 29 (??/??/92)  503.539  (m)         1652.03   (f) ADJ UNCH    1 2
 NM1253
 NM1253.Superseded values are not recommended for survey control.
 NM1253
 NM1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1253.See file dsdata.pdf to determine how the superseded data were derived.
 NM1253
 NM1253_MARKER: DB = BENCH MARK DISK
 NM1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1253_STAMPING: M 221 1946
 NM1253_MARK LOGO: CGS
 NM1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1253+STABILITY: SURFACE MOTION
 NM1253
 NM1253  HISTORY     - Date     Condition        Report By
 NM1253  HISTORY     - 1946     MONUMENTED       CGS
 NM1253  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1253
 NM1253                          STATION DESCRIPTION
 NM1253
 NM1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1253'3 MI NW FROM FOSTER.
 NM1253'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1253'NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, 51 FEET
 NM1253'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF
 NM1253'THE CENTERLINE OF THE C. AND N.W. RY. TRACK, 2 FEET SOUTHEAST OF
 NM1253'RAILWAY MILEPOST 26, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NM1253'POST.  A STANDARD DISK, STAMPED M 221 1946 AND SET IN THE TOP
 NM1253'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM1253
 NM1253                          STATION RECOVERY (1999)
 NM1253
 NM1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1253'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0149 ***********************************************************************
 NN0149  DESIGNATION -  M 222
 NN0149  PID         -  NN0149
 NN0149  STATE/COUNTY-  NE/ANTELOPE
 NN0149  COUNTRY     -  US
 NN0149  USGS QUAD   -  ORCHARD (2017)
 NN0149
 NN0149                         *CURRENT SURVEY CONTROL
 NN0149  ______________________________________________________________________
 NN0149* NAD 83(1986) POSITION- 42 20 08.     (N) 098 09 55.     (W)   SCALED
 NN0149* NAVD 88 ORTHO HEIGHT -   578.806 (meters)     1898.97  (feet) ADJUSTED
 NN0149  ______________________________________________________________________
 NN0149  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 NN0149  DYNAMIC HEIGHT  -        578.575 (meters)     1898.21  (feet) COMP
 NN0149  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 NN0149
 NN0149  VERT ORDER      -  FIRST     CLASS II
 NN0149
 NN0149.The horizontal coordinates were scaled from a map and have
 NN0149.an estimated accuracy of +/- 6 seconds.
 NN0149
 NN0149.The orthometric height was determined by differential leveling and
 NN0149.adjusted by the NATIONAL GEODETIC SURVEY
 NN0149.in June 1991.
 NN0149
 NN0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0149.GEOID18 height accuracy estimate available here.
 NN0149
 NN0149.Click photographs - Photos may exist for this station.
 NN0149
 NN0149.The dynamic height is computed by dividing the NAVD 88
 NN0149.geopotential number by the normal gravity value computed on the
 NN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0149.degrees latitude (g = 980.6199 gals.).
 NN0149
 NN0149.The modeled gravity was interpolated from observed gravity values.
 NN0149
 NN0149;                    North         East    Units  Estimated Accuracy
 NN0149;SPC NE       -   279,420.      651,160.      MT  (+/- 180 meters Scaled)
 NN0149
 NN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM687873(NAD 83)
 NN0149
 NN0149                          SUPERSEDED SURVEY CONTROL
 NN0149
 NN0149  NGVD 29 (??/??/92)  578.600  (m)         1898.29   (f) ADJ UNCH    1 2
 NN0149
 NN0149.Superseded values are not recommended for survey control.
 NN0149
 NN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0149.See file dsdata.pdf to determine how the superseded data were derived.
 NN0149
 NN0149_MARKER: DB = BENCH MARK DISK
 NN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0149_STAMPING: M 222 1946
 NN0149_MARK LOGO: CGS
 NN0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0149+STABILITY: SURFACE MOTION
 NN0149
 NN0149  HISTORY     - Date     Condition        Report By
 NN0149  HISTORY     - 1946     MONUMENTED       CGS
 NN0149  HISTORY     - 19940815 GOOD             NEDR
 NN0149
 NN0149                          STATION DESCRIPTION
 NN0149
 NN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0149'2.2 MI W FROM ROYAL.
 NN0149'2.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0149'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0149'DIRT ROAD, 52 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36
 NN0149'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 16 FEET NORTH OF
 NN0149'THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 NN0149'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NN0149'STAMPED M 222 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0149'4 INCHES ABOVE GROUND.
 NN0149
 NN0149                          STATION RECOVERY (1994)
 NN0149
 NN0149'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0149'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0149'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE RESET
 NN0149'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7408 ***********************************************************************
 AA7408  DESIGNATION -  M 222 RESET
 AA7408  PID         -  AA7408
 AA7408  STATE/COUNTY-  NE/ANTELOPE
 AA7408  COUNTRY     -  US
 AA7408  USGS QUAD   -  ORCHARD (2017)
 AA7408
 AA7408                         *CURRENT SURVEY CONTROL
 AA7408  ______________________________________________________________________
 AA7408* NAD 83(1986) POSITION- 42 20 08.     (N) 098 09 55.     (W)   SCALED
 AA7408* NAVD 88 ORTHO HEIGHT -   577.97  (+/-2cm)     1896.2   (feet) VERTCON
 AA7408  ______________________________________________________________________
 AA7408  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 AA7408  VERT ORDER      -  THIRD (See Below)
 AA7408
 AA7408.The horizontal coordinates were scaled from a map and have
 AA7408.an estimated accuracy of +/- 6 seconds.
 AA7408
 AA7408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7408
 AA7408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7408.GEOID18 height accuracy estimate available here.
 AA7408
 AA7408.The vertical order pertains to the NGVD 29 superseded value.
 AA7408
 AA7408.Click photographs - Photos may exist for this station.
 AA7408
 AA7408;                    North         East    Units  Estimated Accuracy
 AA7408;SPC NE       -   279,420.      651,160.      MT  (+/- 180 meters Scaled)
 AA7408
 AA7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM687873(NAD 83)
 AA7408
 AA7408                          SUPERSEDED SURVEY CONTROL
 AA7408
 AA7408  NGVD 29 (01/31/13)  577.76   (m)         1895.5    (f) RESET       3  
 AA7408
 AA7408.Superseded values are not recommended for survey control.
 AA7408
 AA7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7408.See file dsdata.pdf to determine how the superseded data were derived.
 AA7408
 AA7408_MARKER: DV = VERTICAL CONTROL DISK
 AA7408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7408_STAMPING: M 222 RESET 1994
 AA7408_MARK LOGO: NGS
 AA7408_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7408+STABILITY: SURFACE MOTION
 AA7408
 AA7408  HISTORY     - Date     Condition        Report By
 AA7408  HISTORY     - 1994     MONUMENTED       NEDR
 AA7408
 AA7408                          STATION DESCRIPTION
 AA7408
 AA7408'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7408'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) WEST FROM ROYAL, NEAR THE
 AA7408'NORTHEAST CORNER OF SEC7, T27N, R7W AND ON PUBLIC RIGHT-OF-WAY. TO
 AA7408'REACH THE MARK FROM THE WATER TOWER IN ROYAL, GO WEST ON U.S. HIGHWAY
 AA7408'20 FOR 2.1 MI (3.4 KM) TO A GRAVELED COUNTY ROAD LEADING NORTH TO THE
 AA7408'ASHFALLS FOSSIL BEDS, A TRAIL LEADING SOUTH AND THE BENCH MARK ON THE
 AA7408'LEFT, 72.54 M (237.99 FT) ALONG THE TRAIL. THE DISK IS SET INTO THE
 AA7408'TOP OF A ROUND CONCRETE POST THAT IS RECESSED 0.24 M (0.79 FT) BELOW
 AA7408'THE GROUND SURFACE.  IT IS 72.54 M (237.99 FT) SOUTH FROM THE
 AA7408'CENTERLINE OF THE HIGHWAY, 10.20 M (33.46 FT) WEST FROM THE CENTERLINE
 AA7408'OF THE TRAIL, 21.210 M (69.586 FT) WEST FROM A NAIL AND WASHER IN A
 AA7408'POWER POLE, 12.070 M (39.600 FT) SOUTH-SOUTHWEST FROM A NAIL AND
 AA7408'WASHER IN A 6-INCH DIAMETER TREE AND 0.360 M (1.181 FT) EAST FROM A
 AA7408'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0432 ***********************************************************************
 NN0432  DESIGNATION -  M 223
 NN0432  PID         -  NN0432
 NN0432  STATE/COUNTY-  NE/KEYA PAHA
 NN0432  COUNTRY     -  US
 NN0432  USGS QUAD   -  MILLS (2017)
 NN0432
 NN0432                         *CURRENT SURVEY CONTROL
 NN0432  ______________________________________________________________________
 NN0432* NAD 83(1986) POSITION- 42 56 28.     (N) 099 26 03.     (W)   SCALED
 NN0432* NAVD 88 ORTHO HEIGHT -   607.805 (meters)     1994.11  (feet) ADJUSTED
 NN0432  ______________________________________________________________________
 NN0432  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 NN0432  DYNAMIC HEIGHT  -        607.575 (meters)     1993.35  (feet) COMP
 NN0432  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 NN0432
 NN0432  VERT ORDER      -  FIRST     CLASS II
 NN0432
 NN0432.The horizontal coordinates were scaled from a map and have
 NN0432.an estimated accuracy of +/- 6 seconds.
 NN0432
 NN0432.The orthometric height was determined by differential leveling and
 NN0432.adjusted by the NATIONAL GEODETIC SURVEY
 NN0432.in June 1991.
 NN0432
 NN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0432.GEOID18 height accuracy estimate available here.
 NN0432
 NN0432.Click photographs - Photos may exist for this station.
 NN0432
 NN0432.The dynamic height is computed by dividing the NAVD 88
 NN0432.geopotential number by the normal gravity value computed on the
 NN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0432.degrees latitude (g = 980.6199 gals.).
 NN0432
 NN0432.The modeled gravity was interpolated from observed gravity values.
 NN0432
 NN0432;                    North         East    Units  Estimated Accuracy
 NN0432;SPC NE       -   345,230.      546,180.      MT  (+/- 180 meters Scaled)
 NN0432
 NN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN645543(NAD 83)
 NN0432
 NN0432                          SUPERSEDED SURVEY CONTROL
 NN0432
 NN0432  NGVD 29 (??/??/92)  607.519  (m)         1993.17   (f) ADJ UNCH    1 2
 NN0432
 NN0432.Superseded values are not recommended for survey control.
 NN0432
 NN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0432.See file dsdata.pdf to determine how the superseded data were derived.
 NN0432
 NN0432_MARKER: DB = BENCH MARK DISK
 NN0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0432_STAMPING: M 223 1946
 NN0432_MARK LOGO: CGS
 NN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0432+STABILITY: SURFACE MOTION
 NN0432
 NN0432  HISTORY     - Date     Condition        Report By
 NN0432  HISTORY     - 1946     MONUMENTED       CGS
 NN0432
 NN0432                          STATION DESCRIPTION
 NN0432
 NN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0432'6.1 MI NW FROM BROCKSBURG.
 NN0432'ALONG A GRADED COUNTY ROAD, 5.1 MILES WEST THENCE 1.0 NORTH OF
 NN0432'BROCKSBURG SCHOOL, AT A RIGHT ANGLE TURN IN THE ROAD, 0.4 MILE
 NN0432'EAST OF MILLS POST OFFICE, 25 FEET EAST OF THE CENTER OF THE
 NN0432'MAIN ROAD, 30 FEET SOUTH OF THE CENTER OF A DIM ROAD LEADING
 NN0432'EAST, 4 FEET SOUTH OF A CORNER FENCE POST, 2 FEET WEST OF A FENCE,
 NN0432'2 FEET NORTH OF WITNESS POST.  A BRONZE DISK STAMPED M 223 1946
 NN0432'SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1195 ***********************************************************************
 NM1195  DESIGNATION -  M 225
 NM1195  PID         -  NM1195
 NM1195  STATE/COUNTY-  NE/WAYNE
 NM1195  COUNTRY     -  US
 NM1195  USGS QUAD   -  WAYNE (2017)
 NM1195
 NM1195                         *CURRENT SURVEY CONTROL
 NM1195  ______________________________________________________________________
 NM1195* NAD 83(1986) POSITION- 42 10 52.     (N) 097 05 39.     (W)   SCALED
 NM1195* NAVD 88 ORTHO HEIGHT -   459.700 (meters)     1508.20  (feet) ADJUSTED
 NM1195  ______________________________________________________________________
 NM1195  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 NM1195  DYNAMIC HEIGHT  -        459.532 (meters)     1507.65  (feet) COMP
 NM1195  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 NM1195
 NM1195  VERT ORDER      -  FIRST     CLASS II
 NM1195
 NM1195.The horizontal coordinates were scaled from a map and have
 NM1195.an estimated accuracy of +/- 6 seconds.
 NM1195
 NM1195.The orthometric height was determined by differential leveling and
 NM1195.adjusted by the NATIONAL GEODETIC SURVEY
 NM1195.in June 1991.
 NM1195
 NM1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1195.GEOID18 height accuracy estimate available here.
 NM1195
 NM1195.Click photographs - Photos may exist for this station.
 NM1195
 NM1195.The dynamic height is computed by dividing the NAVD 88
 NM1195.geopotential number by the normal gravity value computed on the
 NM1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1195.degrees latitude (g = 980.6199 gals.).
 NM1195
 NM1195.The modeled gravity was interpolated from observed gravity values.
 NM1195
 NM1195;                    North         East    Units  Estimated Accuracy
 NM1195;SPC NE       -   264,700.      739,960.      MT  (+/- 180 meters Scaled)
 NM1195
 NM1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM573716(NAD 83)
 NM1195
 NM1195                          SUPERSEDED SURVEY CONTROL
 NM1195
 NM1195  NGVD 29 (??/??/92)  459.512  (m)         1507.58   (f) ADJ UNCH    1 2
 NM1195
 NM1195.Superseded values are not recommended for survey control.
 NM1195
 NM1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1195.See file dsdata.pdf to determine how the superseded data were derived.
 NM1195
 NM1195_MARKER: DB = BENCH MARK DISK
 NM1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1195_STAMPING: M 225 1947
 NM1195_MARK LOGO: CGS
 NM1195_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1195+STABILITY: SURFACE MOTION
 NM1195
 NM1195  HISTORY     - Date     Condition        Report By
 NM1195  HISTORY     - 1947     MONUMENTED       CGS
 NM1195
 NM1195                          STATION DESCRIPTION
 NM1195
 NM1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1195'4.2 MI E FROM WINSIDE.
 NM1195'4.25 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1195'RAILWAY FROM THE STATION AT WINSIDE, 0.15 MILE EAST OF MILE POST
 NM1195'EMR 24, AT A COUNTY DIRT ROAD CROSSING, 40.0 FEET EAST OF THE CENTER
 NM1195'OF THE DIRT ROAD, 36.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 NM1195'16.5 FEET SOUTHEAST OF A POWER LINE POLE, 10.0 FEET SOUTH OF THE
 NM1195'NORTH RIGHT OF WAY FENCE, 2.3 FEET EAST OF A REFERENCE POST, SET IN
 NM1195'A CONCRETE POST ABOUT 2 FEET ABOVE THE TRACK AND PROJECTING 0.4
 NM1195'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0510 ***********************************************************************
 NN0510  DESIGNATION -  M 226
 NN0510  PID         -  NN0510
 NN0510  STATE/COUNTY-  NE/BROWN
 NN0510  COUNTRY     -  US
 NN0510  USGS QUAD   -  AINSWORTH (2017)
 NN0510
 NN0510                         *CURRENT SURVEY CONTROL
 NN0510  ______________________________________________________________________
 NN0510* NAD 83(1986) POSITION- 42 33 03.     (N) 099 49 57.     (W)   SCALED
 NN0510* NAVD 88 ORTHO HEIGHT -   766.106 (meters)     2513.47  (feet) ADJUSTED
 NN0510  ______________________________________________________________________
 NN0510  GEOID HEIGHT    -        -22.674 (meters)                     GEOID18
 NN0510  DYNAMIC HEIGHT  -        765.784 (meters)     2512.41  (feet) COMP
 NN0510  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 NN0510
 NN0510  VERT ORDER      -  FIRST     CLASS II
 NN0510
 NN0510.The horizontal coordinates were scaled from a map and have
 NN0510.an estimated accuracy of +/- 6 seconds.
 NN0510
 NN0510.The orthometric height was determined by differential leveling and
 NN0510.adjusted by the NATIONAL GEODETIC SURVEY
 NN0510.in June 1991.
 NN0510
 NN0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0510.GEOID18 height accuracy estimate available here.
 NN0510
 NN0510.Click photographs - Photos may exist for this station.
 NN0510
 NN0510.The dynamic height is computed by dividing the NAVD 88
 NN0510.geopotential number by the normal gravity value computed on the
 NN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0510.degrees latitude (g = 980.6199 gals.).
 NN0510
 NN0510.The modeled gravity was interpolated from observed gravity values.
 NN0510
 NN0510;                    North         East    Units  Estimated Accuracy
 NN0510;SPC NE       -   301,740.      513,760.      MT  (+/- 180 meters Scaled)
 NN0510
 NN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN316112(NAD 83)
 NN0510
 NN0510                          SUPERSEDED SURVEY CONTROL
 NN0510
 NN0510  NGVD 29 (??/??/92)  765.813  (m)         2512.50   (f) ADJ UNCH    1 2
 NN0510
 NN0510.Superseded values are not recommended for survey control.
 NN0510
 NN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0510.See file dsdata.pdf to determine how the superseded data were derived.
 NN0510
 NN0510_MARKER: DB = BENCH MARK DISK
 NN0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0510_STAMPING: M 226 1946
 NN0510_MARK LOGO: CGS
 NN0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0510+STABILITY: SURFACE MOTION
 NN0510
 NN0510  HISTORY     - Date     Condition        Report By
 NN0510  HISTORY     - 1946     MONUMENTED       CGS
 NN0510
 NN0510                          STATION DESCRIPTION
 NN0510
 NN0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0510'1.6 MI E FROM AINSWORTH.
 NN0510'1.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE AT
 NN0510'AINSWORTH, BROWN COUNTY, AT THE ENTRANCE TO THE AINSWORTH
 NN0510'MUNICIPAL AIRPORT, 127 FEET NORTH OF THE CENTERLINE OF THE
 NN0510'HIGHWAY, 91 FEET NORTH OF THE SOUTHWEST CORNER OF THE AIRPORT,
 NN0510'26 FEET WEST OF THE CENTERLINE OF THE AIRPORT DRIVEWAY, 1 FOOT
 NN0510'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 NN0510'A STANDARD DISK, STAMPED M 226 1946 AND SET IN THE TOP OF A
 NN0510'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0080 ***********************************************************************
 NO0080  DESIGNATION -  M 227
 NO0080  PID         -  NO0080
 NO0080  STATE/COUNTY-  NE/BROWN
 NO0080  COUNTRY     -  US
 NO0080  USGS QUAD   -  JOHNSTOWN (2017)
 NO0080
 NO0080                         *CURRENT SURVEY CONTROL
 NO0080  ______________________________________________________________________
 NO0080* NAD 83(1986) POSITION- 42 34 45.     (N) 100 02 52.     (W)   SCALED
 NO0080* NAVD 88 ORTHO HEIGHT -   790.615 (meters)     2593.88  (feet) ADJUSTED
 NO0080  ______________________________________________________________________
 NO0080  GEOID HEIGHT    -        -22.331 (meters)                     GEOID18
 NO0080  DYNAMIC HEIGHT  -        790.283 (meters)     2592.79  (feet) COMP
 NO0080  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 NO0080
 NO0080  VERT ORDER      -  SECOND    CLASS 0
 NO0080
 NO0080.The horizontal coordinates were scaled from a map and have
 NO0080.an estimated accuracy of +/- 6 seconds.
 NO0080
 NO0080.The orthometric height was determined by differential leveling and
 NO0080.adjusted by the NATIONAL GEODETIC SURVEY
 NO0080.in June 1991.
 NO0080
 NO0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0080.GEOID18 height accuracy estimate available here.
 NO0080
 NO0080.Click photographs - Photos may exist for this station.
 NO0080
 NO0080.The dynamic height is computed by dividing the NAVD 88
 NO0080.geopotential number by the normal gravity value computed on the
 NO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0080.degrees latitude (g = 980.6199 gals.).
 NO0080
 NO0080.The modeled gravity was interpolated from observed gravity values.
 NO0080
 NO0080;                    North         East    Units  Estimated Accuracy
 NO0080;SPC NE       -   304,880.      496,080.      MT  (+/- 180 meters Scaled)
 NO0080
 NO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140146(NAD 83)
 NO0080
 NO0080                          SUPERSEDED SURVEY CONTROL
 NO0080
 NO0080  NGVD 29 (??/??/92)  790.318  (m)         2592.90   (f) ADJ UNCH    2 0
 NO0080
 NO0080.Superseded values are not recommended for survey control.
 NO0080
 NO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0080.See file dsdata.pdf to determine how the superseded data were derived.
 NO0080
 NO0080_MARKER: DB = BENCH MARK DISK
 NO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0080_STAMPING: M 227 1946
 NO0080_MARK LOGO: CGS
 NO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0080+STABILITY: SURFACE MOTION
 NO0080
 NO0080  HISTORY     - Date     Condition        Report By
 NO0080  HISTORY     - 1946     MONUMENTED       CGS
 NO0080  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0080
 NO0080                          STATION DESCRIPTION
 NO0080
 NO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0080'1.1 MI NE FROM JOHNSTOWN.
 NO0080'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0080'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 0.7
 NO0080'MILE NORTH ALONG A DIRT ROAD, ABOUT 0.1 MILE NORTH OF A ROAD
 NO0080'INTERSECTION, 27 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE
 NO0080'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF AN EAST-WEST FENCE,
 NO0080'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN
 NO0080'X 4 IN MARKER POST.  A BRONZE DISC STAMPED M 227 1946 AND SET IN
 NO0080'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 NO0080'GROUND.  STAMPED M 227 1946.
 NO0080
 NO0080                          STATION RECOVERY (1984)
 NO0080
 NO0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0031 ***********************************************************************
 NO0031  DESIGNATION -  M 228
 NO0031  PID         -  NO0031
 NO0031  STATE/COUNTY-  NE/CHERRY
 NO0031  COUNTRY     -  US
 NO0031  USGS QUAD   -  ARABIA (2017)
 NO0031
 NO0031                         *CURRENT SURVEY CONTROL
 NO0031  ______________________________________________________________________
 NO0031* NAD 83(1986) POSITION- 42 42 52.81   (N) 100 21 23.67   (W)   HD_HELD1
 NO0031* NAVD 88 ORTHO HEIGHT -   828.909 (meters)     2719.51  (feet) ADJUSTED
 NO0031  ______________________________________________________________________
 NO0031  GEOID HEIGHT    -        -21.935 (meters)                     GEOID18
 NO0031  DYNAMIC HEIGHT  -        828.569 (meters)     2718.40  (feet) COMP
 NO0031  MODELED GRAVITY -    980,182.6   (mgal)                       NAVD 88
 NO0031
 NO0031  VERT ORDER      -  FIRST     CLASS II
 NO0031
 NO0031.The horizontal coordinates were determined by differentially corrected
 NO0031.hand held GPS observations or other comparable positioning techniques
 NO0031.and have an estimated accuracy of +/- 3 meters.
 NO0031
 NO0031.The orthometric height was determined by differential leveling and
 NO0031.adjusted by the NATIONAL GEODETIC SURVEY
 NO0031.in June 1991.
 NO0031
 NO0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0031.GEOID18 height accuracy estimate available here.
 NO0031
 NO0031.Click photographs - Photos may exist for this station.
 NO0031
 NO0031.The dynamic height is computed by dividing the NAVD 88
 NO0031.geopotential number by the normal gravity value computed on the
 NO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0031.degrees latitude (g = 980.6199 gals.).
 NO0031
 NO0031.The modeled gravity was interpolated from observed gravity values.
 NO0031
 NO0031;                    North         East    Units  Estimated Accuracy
 NO0031;SPC NE       -   319,986.0     470,793.9     MT  (+/- 3 meters HH1 GPS) 
 NO0031
 NO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8891630022(NAD 83)
 NO0031
 NO0031                          SUPERSEDED SURVEY CONTROL
 NO0031
 NO0031  NGVD 29 (??/??/92)  828.624  (m)         2718.58   (f) ADJ UNCH    1 2
 NO0031
 NO0031.Superseded values are not recommended for survey control.
 NO0031
 NO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0031.See file dsdata.pdf to determine how the superseded data were derived.
 NO0031
 NO0031_MARKER: DB = BENCH MARK DISK
 NO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0031_STAMPING: M 228 1946
 NO0031_MARK LOGO: CGS
 NO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0031+STABILITY: SURFACE MOTION
 NO0031
 NO0031  HISTORY     - Date     Condition        Report By
 NO0031  HISTORY     - 1946     MONUMENTED       CGS
 NO0031  HISTORY     - 1975     GOOD             NGS
 NO0031
 NO0031                          STATION DESCRIPTION
 NO0031
 NO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0031'1.4 MI SE FROM ARABIA.
 NO0031'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NO0031'AND NORTH WESTERN RAILWAY STATION AT ARABIA, CHERRY COUNTY,
 NO0031'85 FEET NORTHEAT OF THE CENTERLINE OF THE HIGHWAY, 48 FEET
 NO0031'SOUTHWEST OF THE CENTERLINE OF THE C. AND N.W. RY. TRACK,
 NO0031'10 FEET NORTHWEST OF RAILWAY MILEPOST 252, AND LEVEL WITH THE
 NO0031'HIGHWAY.  A STANDARD DISK, STAMPED M 228 1946 AND SET IN THE
 NO0031'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NO0031
 NO0031                          STATION RECOVERY (1975)
 NO0031
 NO0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0052 ***********************************************************************
 NO0052  DESIGNATION -  M 229
 NO0052  PID         -  NO0052
 NO0052  STATE/COUNTY-  NE/KEYA PAHA
 NO0052  COUNTRY     -  US
 NO0052  USGS QUAD   -  NORDEN NW (2017)
 NO0052
 NO0052                         *CURRENT SURVEY CONTROL
 NO0052  ______________________________________________________________________
 NO0052* NAD 83(1986) POSITION- 42 52 55.     (N) 100 09 31.     (W)   SCALED
 NO0052* NAVD 88 ORTHO HEIGHT -   771.774 (meters)     2532.06  (feet) ADJUSTED
 NO0052  ______________________________________________________________________
 NO0052  GEOID HEIGHT    -        -22.859 (meters)                     GEOID18
 NO0052  DYNAMIC HEIGHT  -        771.468 (meters)     2531.06  (feet) COMP
 NO0052  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 NO0052
 NO0052  VERT ORDER      -  SECOND    CLASS 0
 NO0052
 NO0052.The horizontal coordinates were scaled from a map and have
 NO0052.an estimated accuracy of +/- 6 seconds.
 NO0052
 NO0052.The orthometric height was determined by differential leveling and
 NO0052.adjusted by the NATIONAL GEODETIC SURVEY
 NO0052.in June 1991.
 NO0052
 NO0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0052.GEOID18 height accuracy estimate available here.
 NO0052
 NO0052.Click photographs - Photos may exist for this station.
 NO0052
 NO0052.The dynamic height is computed by dividing the NAVD 88
 NO0052.geopotential number by the normal gravity value computed on the
 NO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0052.degrees latitude (g = 980.6199 gals.).
 NO0052
 NO0052.The modeled gravity was interpolated from observed gravity values.
 NO0052
 NO0052;                    North         East    Units  Estimated Accuracy
 NO0052;SPC NE       -   338,520.      487,040.      MT  (+/- 180 meters Scaled)
 NO0052
 NO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN053483(NAD 83)
 NO0052
 NO0052                          SUPERSEDED SURVEY CONTROL
 NO0052
 NO0052  NGVD 29 (??/??/92)  771.458  (m)         2531.03   (f) ADJ UNCH    2 0
 NO0052
 NO0052.Superseded values are not recommended for survey control.
 NO0052
 NO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0052.See file dsdata.pdf to determine how the superseded data were derived.
 NO0052
 NO0052_MARKER: DB = BENCH MARK DISK
 NO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0052_STAMPING: M 229 1946
 NO0052_MARK LOGO: CGS
 NO0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0052+STABILITY: SURFACE MOTION
 NO0052
 NO0052  HISTORY     - Date     Condition        Report By
 NO0052  HISTORY     - 1946     MONUMENTED       CGS
 NO0052  HISTORY     - 19950406 GOOD             NGS
 NO0052
 NO0052                          STATION DESCRIPTION
 NO0052
 NO0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0052'5 MI W FROM NORDEN.
 NO0052'ABOUT 5.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0052'CONOCO SERVICE STATION AT NORDEN, AT A CURVE IN THE HIGHWAY AND A
 NO0052'JUNCTION WITH A DIRT ROAD WEST AND A DIRT ROAD SOUTH, 123 FEET
 NO0052'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET EAST OF THE
 NO0052'CENTER LINE OF THE NORTH-SOUTH ROAD, 27 FEET SOUTH OF AND ABOUT
 NO0052'1 FOOT HIGHER THAN THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT
 NO0052'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NO0052'MARKER POST.  A BRONZE DISC STAMPED M 229 1946 AND SET IN THE
 NO0052'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 NO0052'STAMPED M 229 1946.
 NO0052
 NO0052                          STATION RECOVERY (1995)
 NO0052
 NO0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0052'RECOVERED IN GOOD CONDITION.  NOTE-REPLACED WITH A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0217 ***********************************************************************
 LJ0217  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0217  DESIGNATION -  M 23 RESET
 LJ0217  PID         -  LJ0217
 LJ0217  STATE/COUNTY-  NE/HITCHCOCK
 LJ0217  COUNTRY     -  US
 LJ0217  USGS QUAD   -  TRENTON SE (2017)
 LJ0217
 LJ0217                         *CURRENT SURVEY CONTROL
 LJ0217  ______________________________________________________________________
 LJ0217* NAD 83(2011) POSITION- 40 02 08.15663(N) 101 03 35.38542(W)   ADJUSTED
 LJ0217* NAD 83(2011) ELLIP HT-   863.048 (meters)        (06/27/12)   ADJUSTED
 LJ0217* NAD 83(2011) EPOCH   -  2010.00
 LJ0217* NAVD 88 ORTHO HEIGHT -   886.87  (meters)     2909.7   (feet) LEVELING
 LJ0217  ______________________________________________________________________
 LJ0217  GEOID HEIGHT    -        -23.839 (meters)                     GEOID18
 LJ0217  NAD 83(2011) X  -   -938,226.472 (meters)                     COMP
 LJ0217  NAD 83(2011) Y  - -4,799,991.318 (meters)                     COMP
 LJ0217  NAD 83(2011) Z  -  4,081,567.925 (meters)                     COMP
 LJ0217  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LJ0217  VERT ORDER      -  THIRD ?
 LJ0217
 LJ0217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0217  Standards:
 LJ0217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0217  -------------------------------------------------------------------
 LJ0217  NETWORK    0.38   0.90           0.18   0.12   0.46     -0.02787491
 LJ0217  -------------------------------------------------------------------
 LJ0217  Click here for local accuracies and other accuracy information.
 LJ0217
 LJ0217.The horizontal coordinates were established by GPS observations
 LJ0217.and adjusted by the National Geodetic Survey in June 2012.
 LJ0217
 LJ0217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0217.been affixed to the stable North American tectonic plate. See 
 LJ0217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0217
 LJ0217.The horizontal coordinates are valid at the epoch date displayed above
 LJ0217.which is a decimal equivalence of Year/Month/Day.
 LJ0217
 LJ0217.The orthometric height was determined by differential leveling.
 LJ0217.The vertical network tie was performed by a horz. field party for horz.
 LJ0217.obs reductions. Reset procedures were used to establish the elevation.
 LJ0217
 LJ0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0217.GEOID18 height accuracy estimate available here.
 LJ0217
 LJ0217.Click photographs - Photos may exist for this station.
 LJ0217
 LJ0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0217
 LJ0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0217
 LJ0217.The ellipsoidal height was determined by GPS observations
 LJ0217.and is referenced to NAD 83.
 LJ0217
 LJ0217. The following values were computed from the NAD 83(2011) position.
 LJ0217
 LJ0217;                    North         East     Units Scale Factor Converg.
 LJ0217;SPC NE       -    23,013.337   409,547.808   MT  0.99998410   -0 42 08.4
 LJ0217;SPC NE       -    75,502.92  1,343,658.10   sFT  0.99998410   -0 42 08.4
 LJ0217;UTM  14      - 4,433,740.945   324,258.323   MT  0.99998022   -1 19 31.3
 LJ0217
 LJ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0217!SPC NE       -   0.99986463  x   0.99998410  =   0.99984873
 LJ0217!UTM  14      -   0.99986463  x   0.99998022  =   0.99984485
 LJ0217
 LJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2425833740(NAD 83)
 LJ0217
 LJ0217                          SUPERSEDED SURVEY CONTROL
 LJ0217
 LJ0217  NAD 83(2007)-  40 02 08.15648(N)    101 03 35.38632(W) AD(2002.00) 0
 LJ0217  ELLIP H (02/10/07)  863.073  (m)                       GP(2002.00)    
 LJ0217  ELLIP H (09/24/01)  863.056  (m)                       GP(       ) 4 1
 LJ0217  NAD 83(1995)-  40 02 08.15606(N)    101 03 35.38570(W) AD(       ) B
 LJ0217  ELLIP H (06/25/96)  863.108  (m)                       GP(       ) 1 1
 LJ0217  NGVD 29 (??/??/??)  886.52   (m)         2908.5    (f) RESET       3  
 LJ0217
 LJ0217.Superseded values are not recommended for survey control.
 LJ0217
 LJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0217.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0217
 LJ0217_MARKER: DB = BENCH MARK DISK
 LJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0217_STAMPING: M 23 RESET 1962
 LJ0217_MARK LOGO: CGS
 LJ0217_PROJECTION: FLUSH
 LJ0217_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0217+STABILITY: SURFACE MOTION
 LJ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0217+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2018
 LJ0217
 LJ0217  HISTORY     - Date     Condition        Report By
 LJ0217  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0217  HISTORY     - 19950425 GOOD             NGS
 LJ0217  HISTORY     - 19970505 GOOD             NGS
 LJ0217  HISTORY     - 20070320 GOOD             NEDR
 LJ0217  HISTORY     - 20180321 GOOD             KSDT
 LJ0217
 LJ0217                          STATION DESCRIPTION
 LJ0217
 LJ0217'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0217'12 MI S FROM TRENTON.
 LJ0217'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 17 FROM TRENTON,
 LJ0217'HITCHCOCK COUNTY, ABOUT 2.3 MILES NORTH OF THE KANSAS-NEBRASKA
 LJ0217'STATE LINE, AT A T-FENCE LEADING EAST-AND-WEST, 93 FEET EAST
 LJ0217'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE
 LJ0217'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF THE SIDE FENCE, AND SET
 LJ0217'IN THE TOP OF A CONCRETE POST.
 LJ0217
 LJ0217                          STATION RECOVERY (1995)
 LJ0217
 LJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0217'TO REACH THE MARK FROM THE KANSAS/NEBRASKA STATE LINE, ABOUT 14.5 MI
 LJ0217'(23.3 KM) SOUTH FROM TRENTON, GO NORTH ON STATE HIGHWAY 25 FOR 2.3 MI
 LJ0217'(3.7 KM) TO THE MARK ON THE RIGHT, ATOP A CUT BANK, IN THE SOUTHWEST
 LJ0217'CORNER OF A PASTURE, AT A T-FENCE CORNER, IN THE SW1/4, SEC21, T1N,
 LJ0217'R33W AND ON PROPERTY OF ELEANOR REDMER, HCT2, BOX 32, TRENTON,
 LJ0217'NEBRASKA.  TELEPHONE 308-334-5385.  THE DISK IS SET INTO THE TOP OF A
 LJ0217'SQUARE CONCRETE MONUMENT THAT PROJECTS 0.1 FT (3.0 CM) ABOVE THE
 LJ0217'GROUND.  IT IS 93.0 FT (28.3 M) EAST FROM THE CENTERLINE OF THE
 LJ0217'HIGHWAY, 3.0 FT (0.9 M) NORTHEAST FROM A FENCE CORNER, 2.8 FT (0.9 M)
 LJ0217'SOUTH-SOUTHEAST FROM A WITNESS POST AND ABOUT 4 M (13.1 FT) HIGHER
 LJ0217'THAN THE HIGHWAY.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE
 LJ0217'OF THE MARK.
 LJ0217
 LJ0217                          STATION RECOVERY (1997)
 LJ0217
 LJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LJ0217'RECOVERED AS DESCRIBED.
 LJ0217
 LJ0217                          STATION RECOVERY (2007)
 LJ0217
 LJ0217'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AB)
 LJ0217'RECOVERED IN GOOD CONDITION.
 LJ0217
 LJ0217                          STATION RECOVERY (2018)
 LJ0217
 LJ0217'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2018 (CAC)
 LJ0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0341 ***********************************************************************
 MK0341  DESIGNATION -  M 230
 MK0341  PID         -  MK0341
 MK0341  STATE/COUNTY-  NE/BURT
 MK0341  COUNTRY     -  US
 MK0341  USGS QUAD   -  TEKAMAH (2017)
 MK0341
 MK0341                         *CURRENT SURVEY CONTROL
 MK0341  ______________________________________________________________________
 MK0341* NAD 83(1986) POSITION- 41 46 24.     (N) 096 14 16.     (W)   SCALED
 MK0341* NAVD 88 ORTHO HEIGHT -   328.076 (meters)     1076.36  (feet) ADJUSTED
 MK0341  ______________________________________________________________________
 MK0341  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 MK0341  DYNAMIC HEIGHT  -        327.949 (meters)     1075.95  (feet) COMP
 MK0341  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 MK0341
 MK0341  VERT ORDER      -  SECOND    CLASS 0
 MK0341
 MK0341.The horizontal coordinates were scaled from a map and have
 MK0341.an estimated accuracy of +/- 6 seconds.
 MK0341
 MK0341.The orthometric height was determined by differential leveling and
 MK0341.adjusted by the NATIONAL GEODETIC SURVEY
 MK0341.in June 1991.
 MK0341
 MK0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0341.GEOID18 height accuracy estimate available here.
 MK0341
 MK0341.Click photographs - Photos may exist for this station.
 MK0341
 MK0341.The dynamic height is computed by dividing the NAVD 88
 MK0341.geopotential number by the normal gravity value computed on the
 MK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0341.degrees latitude (g = 980.6199 gals.).
 MK0341
 MK0341.The modeled gravity was interpolated from observed gravity values.
 MK0341
 MK0341;                    North         East    Units  Estimated Accuracy
 MK0341;SPC NE       -   222,190.      812,610.      MT  (+/- 180 meters Scaled)
 MK0341
 MK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM295282(NAD 83)
 MK0341
 MK0341                          SUPERSEDED SURVEY CONTROL
 MK0341
 MK0341  NGVD 29 (??/??/92)  327.940  (m)         1075.92   (f) ADJ UNCH    2 0
 MK0341
 MK0341.Superseded values are not recommended for survey control.
 MK0341
 MK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0341.See file dsdata.pdf to determine how the superseded data were derived.
 MK0341
 MK0341_MARKER: DB = BENCH MARK DISK
 MK0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0341_SP_SET: BRIDGE ABUTMENT
 MK0341_STAMPING: M 230 1947
 MK0341_MARK LOGO: CGS
 MK0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0341
 MK0341  HISTORY     - Date     Condition        Report By
 MK0341  HISTORY     - 1947     MONUMENTED       CGS
 MK0341
 MK0341                          STATION DESCRIPTION
 MK0341
 MK0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0341'1 MI W FROM TEKAMAH.
 MK0341'1.05 MILE WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0341'AT TEKAMAH, AT THE CROSSING OF A CREEK, 60.0 FEET SOUTHEAST
 MK0341'OF THE CENTER OF THE HIGHWAY, 5.5 FEET NORTHWEST OF THE NORTHWEST
 MK0341'RAIL OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 MK0341'TRACK, 5.1 FEET BELOW THE BASE OF THE RAILS, SET IN TOP OF THE
 MK0341'NORTHWEST END OF THE NORTHEAST STONE ABUTMENT OF A STEEL RAILROAD
 MK0341'BRIDGE, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0317 ***********************************************************************
 MK0317  DESIGNATION -  M 231 RESET
 MK0317  PID         -  MK0317
 MK0317  STATE/COUNTY-  NE/BURT
 MK0317  COUNTRY     -  US
 MK0317  USGS QUAD   -  CRAIG (2017)
 MK0317
 MK0317                         *CURRENT SURVEY CONTROL
 MK0317  ______________________________________________________________________
 MK0317* NAD 83(1986) POSITION- 41 51 28.     (N) 096 20 50.     (W)   SCALED
 MK0317* NAVD 88 ORTHO HEIGHT -   423.53  (meters)     1389.5   (feet) RESET
 MK0317  ______________________________________________________________________
 MK0317  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 MK0317  VERT ORDER      -  THIRD
 MK0317
 MK0317.The horizontal coordinates were scaled from a map and have
 MK0317.an estimated accuracy of +/- 6 seconds.
 MK0317
 MK0317.The orthometric height was computed from unverified reset data.
 MK0317
 MK0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0317.GEOID18 height accuracy estimate available here.
 MK0317
 MK0317.Click photographs - Photos may exist for this station.
 MK0317
 MK0317;                    North         East    Units  Estimated Accuracy
 MK0317;SPC NE       -   231,170.      803,120.      MT  (+/- 180 meters Scaled)
 MK0317
 MK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201373(NAD 83)
 MK0317
 MK0317                          SUPERSEDED SURVEY CONTROL
 MK0317
 MK0317  NGVD 29 (??/??/??)  423.39   (m)         1389.1    (f) RESET       3  
 MK0317
 MK0317.Superseded values are not recommended for survey control.
 MK0317
 MK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0317.See file dsdata.pdf to determine how the superseded data were derived.
 MK0317
 MK0317_MARKER: DB = BENCH MARK DISK
 MK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0317_STAMPING: M 231 1947 RESET 1957
 MK0317_MARK LOGO: CGS
 MK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0317+STABILITY: SURFACE MOTION
 MK0317
 MK0317  HISTORY     - Date     Condition        Report By
 MK0317  HISTORY     - 1957     MONUMENTED       CGS
 MK0317
 MK0317                          STATION DESCRIPTION
 MK0317
 MK0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0317'5.7 MI N FROM CRAIG.
 MK0317'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0317'AT CRAIG, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO NEW U.S.
 MK0317'HIGHWAY 73 W.  CROSS THE NEW HIGHWAY AND CONTINUE NORTH
 MK0317'ALONG GRAVEL ROAD FOR 4.0 MILES TO CROSSROADS, IN THE NORTHWEST
 MK0317'ANGLE OF CROSSROAD, IN THE FARMYARD OF JOE ENTREKIN, 40 FEET
 MK0317'NORTH OF THE CENTER OF GRAVEL ROAD, 33 FEET WEST OF THE
 MK0317'CENTER OF GRAVEL ROAD, 14 FEET NORTH OF FENCE CORNER, 3 FEET SOUTH
 MK0317'OF A POWER-LINE GUY POLE, AND 2 FEET WEST OF FENCE.  THE MARK
 MK0317'PROJECTS 6 INCHES AND THE DISK IS STAMPED M 231 1947 RESET
 MK0317'1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0501 ***********************************************************************
 MK0501  DESIGNATION -  M 232
 MK0501  PID         -  MK0501
 MK0501  STATE/COUNTY-  NE/WASHINGTON
 MK0501  COUNTRY     -  US
 MK0501  USGS QUAD   -  ARLINGTON (2017)
 MK0501
 MK0501                         *CURRENT SURVEY CONTROL
 MK0501  ______________________________________________________________________
 MK0501* NAD 83(1986) POSITION- 41 26 22.     (N) 096 15 06.     (W)   SCALED
 MK0501* NAVD 88 ORTHO HEIGHT -   362.298 (meters)     1188.64  (feet) ADJUSTED
 MK0501  ______________________________________________________________________
 MK0501  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 MK0501  DYNAMIC HEIGHT  -        362.126 (meters)     1188.08  (feet) COMP
 MK0501  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 MK0501
 MK0501  VERT ORDER      -  SECOND    CLASS 0
 MK0501
 MK0501.The horizontal coordinates were scaled from a map and have
 MK0501.an estimated accuracy of +/- 6 seconds.
 MK0501
 MK0501.The orthometric height was determined by differential leveling and
 MK0501.adjusted by the NATIONAL GEODETIC SURVEY
 MK0501.in June 1991.
 MK0501
 MK0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0501.GEOID18 height accuracy estimate available here.
 MK0501
 MK0501.Click photographs - Photos may exist for this station.
 MK0501
 MK0501.The dynamic height is computed by dividing the NAVD 88
 MK0501.geopotential number by the normal gravity value computed on the
 MK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0501.degrees latitude (g = 980.6199 gals.).
 MK0501
 MK0501.The modeled gravity was interpolated from observed gravity values.
 MK0501
 MK0501;                    North         East    Units  Estimated Accuracy
 MK0501;SPC NE       -   185,110.      813,060.      MT  (+/- 180 meters Scaled)
 MK0501
 MK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL296911(NAD 83)
 MK0501
 MK0501                          SUPERSEDED SURVEY CONTROL
 MK0501
 MK0501  NGVD 29 (??/??/92)  362.148  (m)         1188.15   (f) ADJ UNCH    2 0
 MK0501
 MK0501.Superseded values are not recommended for survey control.
 MK0501
 MK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0501.See file dsdata.pdf to determine how the superseded data were derived.
 MK0501
 MK0501_MARKER: DB = BENCH MARK DISK
 MK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0501_STAMPING: M 232 1947
 MK0501_MARK LOGO: CGS
 MK0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0501+STABILITY: SURFACE MOTION
 MK0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0501+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2024
 MK0501
 MK0501  HISTORY     - Date     Condition        Report By
 MK0501  HISTORY     - 1947     MONUMENTED       CGS
 MK0501  HISTORY     - 1986     GOOD             USPSQD
 MK0501  HISTORY     - 20240208 GOOD             INDIV
 MK0501
 MK0501                          STATION DESCRIPTION
 MK0501
 MK0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0501'3.5 MI SW FROM KENNARD.
 MK0501'3.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0501'FROM THE STATION AT KENNARD.  ABOUT 9 1/2 POLES NORTHEAST
 MK0501'OF MILEPOST 24, AT A ROAD CROSSING, 50 FEET NORTHWEST OF AND
 MK0501'4 FEET HIGHER THAN THE CENTER LINE OF THE TRACK, 35 FEET EAST
 MK0501'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF A FORKED
 MK0501'48-INCH MAPLE TREE, 11 FEET NORTHEAST OF A TELEPHONE POLE,
 MK0501'3 FEET NORTHEAST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A 4 X 4
 MK0501'MARKER POST, AND 1 FOOT SOUTHEAST OF A FENCE.  A BRONZE DISK
 MK0501'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE
 MK0501'THE SURFACE OF THE GROUND.
 MK0501
 MK0501                          STATION RECOVERY (1986)
 MK0501
 MK0501'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0501'RECOVERED IN GOOD CONDITION.
 MK0501
 MK0501                          STATION RECOVERY (2024)
 MK0501
 MK0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (WA)
 MK0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0641 ***********************************************************************
 MK0641  DESIGNATION -  M 233
 MK0641  PID         -  MK0641
 MK0641  STATE/COUNTY-  NE/WASHINGTON
 MK0641  COUNTRY     -  US
 MK0641  USGS QUAD   -  FORT CALHOUN (2017)
 MK0641
 MK0641                         *CURRENT SURVEY CONTROL
 MK0641  ______________________________________________________________________
 MK0641* NAD 83(1986) POSITION- 41 24 12.     (N) 096 05 52.     (W)   SCALED
 MK0641* NAVD 88 ORTHO HEIGHT -   400.477 (meters)     1313.90  (feet) ADJUSTED
 MK0641  ______________________________________________________________________
 MK0641  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 MK0641  DYNAMIC HEIGHT  -        400.284 (meters)     1313.27  (feet) COMP
 MK0641  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 MK0641
 MK0641  VERT ORDER      -  SECOND    CLASS 0
 MK0641
 MK0641.The horizontal coordinates were scaled from a map and have
 MK0641.an estimated accuracy of +/- 6 seconds.
 MK0641
 MK0641.The orthometric height was determined by differential leveling and
 MK0641.adjusted by the NATIONAL GEODETIC SURVEY
 MK0641.in June 1991.
 MK0641
 MK0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0641.GEOID18 height accuracy estimate available here.
 MK0641
 MK0641.Click photographs - Photos may exist for this station.
 MK0641
 MK0641.The dynamic height is computed by dividing the NAVD 88
 MK0641.geopotential number by the normal gravity value computed on the
 MK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0641.degrees latitude (g = 980.6199 gals.).
 MK0641
 MK0641.The modeled gravity was interpolated from observed gravity values.
 MK0641
 MK0641;                    North         East    Units  Estimated Accuracy
 MK0641;SPC NE       -   181,670.      826,080.      MT  (+/- 180 meters Scaled)
 MK0641
 MK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426875(NAD 83)
 MK0641
 MK0641                          SUPERSEDED SURVEY CONTROL
 MK0641
 MK0641  NGVD 29 (??/??/92)  400.335  (m)         1313.43   (f) ADJ UNCH    2 0
 MK0641
 MK0641.Superseded values are not recommended for survey control.
 MK0641
 MK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0641.See file dsdata.pdf to determine how the superseded data were derived.
 MK0641
 MK0641_MARKER: DB = BENCH MARK DISK
 MK0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0641_STAMPING: M 233 1947
 MK0641_MARK LOGO: CGS
 MK0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0641+STABILITY: SURFACE MOTION
 MK0641
 MK0641  HISTORY     - Date     Condition        Report By
 MK0641  HISTORY     - 1947     MONUMENTED       CGS
 MK0641  HISTORY     - 1976     GOOD             LOCSUR
 MK0641
 MK0641                          STATION DESCRIPTION
 MK0641
 MK0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0641'8.3 MI SE FROM KENNARD.
 MK0641'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0641'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0641'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0641'GRAVELED ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 MK0641'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, ABOUT 55 YARDS
 MK0641'SOUTHWEST OF A FARMHOUSE, 41 FEET EAST OF AND 2 FEET HIGHER
 MK0641'THAN THE CENTER LINE OF THE ROAD, 34 FEET SOUTH OF A 14-INCH
 MK0641'ASH TREE, 32 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 MK0641'ROAD LEADING TO THE WEST, 2 FEET WEST OF A 4 X 4 MARKER POST,
 MK0641'1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0641'PROJECTS 4 INCHES ABOVE THE GROUND.
 MK0641
 MK0641                          STATION RECOVERY (1976)
 MK0641
 MK0641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0642 ***********************************************************************
 MK0642  DESIGNATION -  M 233 RESET
 MK0642  PID         -  MK0642
 MK0642  STATE/COUNTY-  NE/WASHINGTON
 MK0642  COUNTRY     -  US
 MK0642  USGS QUAD   -  FORT CALHOUN (2017)
 MK0642
 MK0642                         *CURRENT SURVEY CONTROL
 MK0642  ______________________________________________________________________
 MK0642* NAD 83(1986) POSITION- 41 24 12.     (N) 096 05 52.     (W)   SCALED
 MK0642* NAVD 88 ORTHO HEIGHT -   400.49  (meters)     1313.9   (feet) RESET
 MK0642  ______________________________________________________________________
 MK0642  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 MK0642  VERT ORDER      -  THIRD
 MK0642
 MK0642.The horizontal coordinates were scaled from a map and have
 MK0642.an estimated accuracy of +/- 6 seconds.
 MK0642
 MK0642.The orthometric height was computed from unverified reset data.
 MK0642
 MK0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0642.GEOID18 height accuracy estimate available here.
 MK0642
 MK0642.Click photographs - Photos may exist for this station.
 MK0642
 MK0642;                    North         East    Units  Estimated Accuracy
 MK0642;SPC NE       -   181,670.      826,080.      MT  (+/- 180 meters Scaled)
 MK0642
 MK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426875(NAD 83)
 MK0642
 MK0642                          SUPERSEDED SURVEY CONTROL
 MK0642
 MK0642  NGVD 29 (??/??/??)  400.44   (m)         1313.8    (f) RESET       3  
 MK0642
 MK0642.Superseded values are not recommended for survey control.
 MK0642
 MK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0642.See file dsdata.pdf to determine how the superseded data were derived.
 MK0642
 MK0642_MARKER: DB = BENCH MARK DISK
 MK0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0642_STAMPING: M 233 RESET 1958
 MK0642_MARK LOGO: CGS
 MK0642_PROJECTION: FLUSH
 MK0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0642+STABILITY: SURFACE MOTION
 MK0642
 MK0642  HISTORY     - Date     Condition        Report By
 MK0642  HISTORY     - 1958     MONUMENTED       NEDR
 MK0642
 MK0642                          STATION DESCRIPTION
 MK0642
 MK0642'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0642'8.3 MI SE FROM KENNARD.
 MK0642'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0642'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0642'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0642'GRAVELED ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A PAVED ROAD,
 MK0642'ABOUT 55 YARDS SOUTHWEST OF A FARMHOUSE, 79 FEET EAST OF AND
 MK0642'ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 25 FEET
 MK0642'SOUTHWEST OF AN APPLE TREE, 4 FEET SOUTH OF AN EXTENDED EAST-WEST
 MK0642'FENCE, 2 FEET EAST OF A 4 X 4 MARKER POST, AND SET IN THE TOP
 MK0642'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0534 ***********************************************************************
 MK0534  DESIGNATION -  M 234
 MK0534  PID         -  MK0534
 MK0534  STATE/COUNTY-  NE/WASHINGTON
 MK0534  COUNTRY     -  US
 MK0534  USGS QUAD   -  FORT CALHOUN (2017)
 MK0534
 MK0534                         *CURRENT SURVEY CONTROL
 MK0534  ______________________________________________________________________
 MK0534* NAD 83(1986) POSITION- 41 29 15.     (N) 096 02 35.     (W)   SCALED
 MK0534* NAVD 88 ORTHO HEIGHT -   305.306 (meters)     1001.66  (feet) ADJUSTED
 MK0534  ______________________________________________________________________
 MK0534  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 MK0534  DYNAMIC HEIGHT  -        305.164 (meters)     1001.19  (feet) COMP
 MK0534  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 MK0534
 MK0534  VERT ORDER      -  SECOND    CLASS 0
 MK0534
 MK0534.The horizontal coordinates were scaled from a map and have
 MK0534.an estimated accuracy of +/- 6 seconds.
 MK0534
 MK0534.The orthometric height was determined by differential leveling and
 MK0534.adjusted by the NATIONAL GEODETIC SURVEY
 MK0534.in June 1991.
 MK0534
 MK0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0534.GEOID18 height accuracy estimate available here.
 MK0534
 MK0534.Click photographs - Photos may exist for this station.
 MK0534
 MK0534.The dynamic height is computed by dividing the NAVD 88
 MK0534.geopotential number by the normal gravity value computed on the
 MK0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0534.degrees latitude (g = 980.6199 gals.).
 MK0534
 MK0534.The modeled gravity was interpolated from observed gravity values.
 MK0534
 MK0534;                    North         East    Units  Estimated Accuracy
 MK0534;SPC NE       -   191,210.      830,230.      MT  (+/- 180 meters Scaled)
 MK0534
 MK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL468970(NAD 83)
 MK0534
 MK0534                          SUPERSEDED SURVEY CONTROL
 MK0534
 MK0534  NGVD 29 (??/??/92)  305.168  (m)         1001.21   (f) ADJ UNCH    2 0
 MK0534
 MK0534.Superseded values are not recommended for survey control.
 MK0534
 MK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0534.See file dsdata.pdf to determine how the superseded data were derived.
 MK0534
 MK0534_MARKER: DB = BENCH MARK DISK
 MK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0534_STAMPING: M 234 1947
 MK0534_MARK LOGO: CGS
 MK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0534+STABILITY: SURFACE MOTION
 MK0534
 MK0534  HISTORY     - Date     Condition        Report By
 MK0534  HISTORY     - 1947     MONUMENTED       CGS
 MK0534  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0534
 MK0534                          STATION DESCRIPTION
 MK0534
 MK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0534'2.7 MI MW FROM FORT CALHOUN.
 MK0534'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 73 FROM THE POST
 MK0534'OFFICE AT FORT CALHOUN TO THE SITE OF THE MARK.  THE MARK IS
 MK0534'ABOUT 1 POLE NORTHWEST OF RAILWAY MILEPOST 104-40, ABOUT 44
 MK0534'YARDS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET
 MK0534'NORTHWEST OF THE NORTHWEST END OF A GATE, 49 FEET NORTHEAST
 MK0534'OF THE CENTER LINE OF THE RAILWAY TRACK, 17 FEET NORTH OF A
 MK0534'TELEPHONE POLE, 2 FEET SOUTHEAST OF A 4 X 4 MARKER POST, AND
 MK0534'1 FOOT SOUTHWEST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF
 MK0534'A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 MK0534'GROUND.
 MK0534
 MK0534                          STATION RECOVERY (1966)
 MK0534
 MK0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0649 ***********************************************************************
 NM0649  DESIGNATION -  M 235
 NM0649  PID         -  NM0649
 NM0649  STATE/COUNTY-  NE/DAKOTA
 NM0649  COUNTRY     -  US
 NM0649  USGS QUAD   -  EMERSON SE (2017)
 NM0649
 NM0649                         *CURRENT SURVEY CONTROL
 NM0649  ______________________________________________________________________
 NM0649* NAD 83(1986) POSITION- 42 21 55.53   (N) 096 37 01.72   (W)   HD_HELD1
 NM0649* NAVD 88 ORTHO HEIGHT -   365.786 (meters)     1200.08  (feet) ADJUSTED
 NM0649  ______________________________________________________________________
 NM0649  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 NM0649  DYNAMIC HEIGHT  -        365.664 (meters)     1199.68  (feet) COMP
 NM0649  MODELED GRAVITY -    980,278.9   (mgal)                       NAVD 88
 NM0649
 NM0649  VERT ORDER      -  FIRST     CLASS II
 NM0649
 NM0649.The horizontal coordinates were determined by differentially corrected
 NM0649.hand held GPS observations or other comparable positioning techniques
 NM0649.and have an estimated accuracy of +/- 3 meters.
 NM0649
 NM0649.The orthometric height was determined by differential leveling and
 NM0649.adjusted by the NATIONAL GEODETIC SURVEY
 NM0649.in June 1991.
 NM0649
 NM0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0649.GEOID18 height accuracy estimate available here.
 NM0649
 NM0649.Click photographs - Photos may exist for this station.
 NM0649
 NM0649.The dynamic height is computed by dividing the NAVD 88
 NM0649.geopotential number by the normal gravity value computed on the
 NM0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0649.degrees latitude (g = 980.6199 gals.).
 NM0649
 NM0649.The modeled gravity was interpolated from observed gravity values.
 NM0649
 NM0649;                    North         East    Units  Estimated Accuracy
 NM0649;SPC NE       -   286,587.0     778,528.1     MT  (+/- 3 meters HH1 GPS) 
 NM0649
 NM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9621493100(NAD 83)
 NM0649
 NM0649                          SUPERSEDED SURVEY CONTROL
 NM0649
 NM0649  NGVD 29 (??/??/92)  365.618  (m)         1199.53   (f) ADJ UNCH    1 2
 NM0649
 NM0649.Superseded values are not recommended for survey control.
 NM0649
 NM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0649.See file dsdata.pdf to determine how the superseded data were derived.
 NM0649
 NM0649_MARKER: DB = BENCH MARK DISK
 NM0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0649_STAMPING: M 235 1947
 NM0649_MARK LOGO: CGS
 NM0649_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0649_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0649+STABILITY: SURFACE MOTION
 NM0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0649+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 NM0649
 NM0649  HISTORY     - Date     Condition        Report By
 NM0649  HISTORY     - 1947     MONUMENTED       CGS
 NM0649  HISTORY     - 20100814 GOOD             WOOLPT
 NM0649  HISTORY     - 20201019 GOOD             NEGS
 NM0649
 NM0649                          STATION DESCRIPTION
 NM0649
 NM0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0649'2 MI SW FROM HUBBARD.
 NM0649'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 NM0649'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT A ROAD
 NM0649'CROSSING 3 POLES SOUTHWEST OF MILE POST 18-15, 44.7 FEET SOUTHEAST
 NM0649'OF AND LEVEL WITH THE CENTER LINE OF THE RAILROAD, 31.4 FEET SOUTH
 NM0649'OF THE CENTER LINE OF THE ROAD, 7.5 FEET SOUTHWEST OF A POWER
 NM0649'POLE, 4.0 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1.0 FOOT NORTH
 NM0649'OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0649'PROJECTS 4 INCHES ABOVE THE GROUND.
 NM0649
 NM0649                          STATION RECOVERY (2010)
 NM0649
 NM0649'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DCW)
 NM0649'RECOVERED AS DESCRIBED
 NM0649
 NM0649                          STATION RECOVERY (2020)
 NM0649
 NM0649'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (WL)
 NM0649'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 35 AND MINNESOTA (MAIN)
 NM0649'STREET IN HUBBARD NE., GO SOUTHWEST ON NE. HIGHWAY 35 FOR
 NM0649'APPROXIMATELY 2.0 MI (3.2 KM) TO COUNTY ROAD 210TH STREET ON THE RIGHT
 NM0649'(WEST) AND A FIELD DRIVE ON THE LEFT (EAST).  THE MARK IS 138 FT (42.1
 NM0649'M) EAST OF THE CENTERLINE OF NE. HIGHWAY 35 AT MILE POST 57.55 ALONG
 NM0649'THE FIELD DRIVE, 73.5 FT (22.4 M) SOUTHEAST OF A NAIL IN A DISK IN THE
 NM0649'TOP OF GATE POST, 86.51 FT (26.4 M) EAST-NORTHEAST OF THE SOUTHEAST
 NM0649'CORNER OF HEADWALL AND 8.66 FT (2.6 M) SOUTHWEST OF A NAIL IN THE SIDE
 NM0649'OF LARGE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0554 ***********************************************************************
 NM0554  DESIGNATION -  M 236
 NM0554  PID         -  NM0554
 NM0554  STATE/COUNTY-  NE/DAKOTA
 NM0554  COUNTRY     -  US
 NM0554  USGS QUAD   -  HOMER (2017)
 NM0554
 NM0554                         *CURRENT SURVEY CONTROL
 NM0554  ______________________________________________________________________
 NM0554* NAD 83(1986) POSITION- 42 19 19.     (N) 096 29 32.     (W)   SCALED
 NM0554* NAVD 88 ORTHO HEIGHT -   340.196 (meters)     1116.13  (feet) ADJUSTED
 NM0554  ______________________________________________________________________
 NM0554  GEOID HEIGHT    -        -25.849 (meters)                     GEOID18
 NM0554  DYNAMIC HEIGHT  -        340.084 (meters)     1115.76  (feet) COMP
 NM0554  MODELED GRAVITY -    980,283.1   (mgal)                       NAVD 88
 NM0554
 NM0554  VERT ORDER      -  SECOND    CLASS 0
 NM0554
 NM0554.The horizontal coordinates were scaled from a map and have
 NM0554.an estimated accuracy of +/- 6 seconds.
 NM0554
 NM0554.The orthometric height was determined by differential leveling and
 NM0554.adjusted by the NATIONAL GEODETIC SURVEY
 NM0554.in June 1991.
 NM0554
 NM0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0554.GEOID18 height accuracy estimate available here.
 NM0554
 NM0554.Click photographs - Photos may exist for this station.
 NM0554
 NM0554.The dynamic height is computed by dividing the NAVD 88
 NM0554.geopotential number by the normal gravity value computed on the
 NM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0554.degrees latitude (g = 980.6199 gals.).
 NM0554
 NM0554.The modeled gravity was interpolated from observed gravity values.
 NM0554
 NM0554;                    North         East    Units  Estimated Accuracy
 NM0554;SPC NE       -   282,170.      789,000.      MT  (+/- 180 meters Scaled)
 NM0554
 NM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM066885(NAD 83)
 NM0554
 NM0554                          SUPERSEDED SURVEY CONTROL
 NM0554
 NM0554  NGVD 29 (??/??/92)  340.039  (m)         1115.61   (f) ADJ UNCH    2 0
 NM0554
 NM0554.Superseded values are not recommended for survey control.
 NM0554
 NM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0554.See file dsdata.pdf to determine how the superseded data were derived.
 NM0554
 NM0554_MARKER: DB = BENCH MARK DISK
 NM0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0554_SP_SET: BUILDING
 NM0554_STAMPING: M 236 1947
 NM0554_MARK LOGO: CGS
 NM0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0554
 NM0554  HISTORY     - Date     Condition        Report By
 NM0554  HISTORY     - 1947     MONUMENTED       CGS
 NM0554  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0554
 NM0554                          STATION DESCRIPTION
 NM0554
 NM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0554'AT HOMER.
 NM0554'AT HOMER, ON THE EAST FACE OF THE HOMER HIGH SCHOOL BUILDING,
 NM0554'18.0 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE, 13.0 FEET
 NM0554'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 2.9 FEET ABOVE
 NM0554'GROUND AND SET IN A DRILL HOLE IN A BRICK WALL.  NOTE-- 1966-HIGH
 NM0554'SCHOOL BUILDING HAS BEEN TORN DOWN.
 NM0554
 NM0554                          STATION RECOVERY (1966)
 NM0554
 NM0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0645 ***********************************************************************
 NM0645  DESIGNATION -  M 237
 NM0645  PID         -  NM0645
 NM0645  STATE/COUNTY-  NE/DAKOTA
 NM0645  COUNTRY     -  US
 NM0645  USGS QUAD   -  EMERSON (2017)
 NM0645
 NM0645                         *CURRENT SURVEY CONTROL
 NM0645  ______________________________________________________________________
 NM0645* NAD 83(1986) POSITION- 42 18 54.     (N) 096 38 28.     (W)   SCALED
 NM0645* NAVD 88 ORTHO HEIGHT -   412.810 (meters)     1354.36  (feet) ADJUSTED
 NM0645  ______________________________________________________________________
 NM0645  GEOID HEIGHT    -        -25.480 (meters)                     GEOID18
 NM0645  DYNAMIC HEIGHT  -        412.670 (meters)     1353.90  (feet) COMP
 NM0645  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 NM0645
 NM0645  VERT ORDER      -  FIRST     CLASS II
 NM0645
 NM0645.The horizontal coordinates were scaled from a map and have
 NM0645.an estimated accuracy of +/- 6 seconds.
 NM0645
 NM0645.The orthometric height was determined by differential leveling and
 NM0645.adjusted by the NATIONAL GEODETIC SURVEY
 NM0645.in June 1991.
 NM0645
 NM0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0645.GEOID18 height accuracy estimate available here.
 NM0645
 NM0645.Click photographs - Photos may exist for this station.
 NM0645
 NM0645.The dynamic height is computed by dividing the NAVD 88
 NM0645.geopotential number by the normal gravity value computed on the
 NM0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0645.degrees latitude (g = 980.6199 gals.).
 NM0645
 NM0645.The modeled gravity was interpolated from observed gravity values.
 NM0645
 NM0645;                    North         East    Units  Estimated Accuracy
 NM0645;SPC NE       -   280,910.      776,770.      MT  (+/- 180 meters Scaled)
 NM0645
 NM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM943874(NAD 83)
 NM0645
 NM0645                          SUPERSEDED SURVEY CONTROL
 NM0645
 NM0645  NGVD 29 (??/??/92)  412.638  (m)         1353.80   (f) ADJ UNCH    1 2
 NM0645
 NM0645.Superseded values are not recommended for survey control.
 NM0645
 NM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0645.See file dsdata.pdf to determine how the superseded data were derived.
 NM0645
 NM0645_MARKER: DB = BENCH MARK DISK
 NM0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0645_STAMPING: M 237 1947
 NM0645_MARK LOGO: CGS
 NM0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0645+STABILITY: SURFACE MOTION
 NM0645
 NM0645  HISTORY     - Date     Condition        Report By
 NM0645  HISTORY     - 1947     MONUMENTED       CGS
 NM0645
 NM0645                          STATION DESCRIPTION
 NM0645
 NM0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0645'1 MI E FROM NACORA.
 NM0645'1.0 EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0645'RAILROAD FROM THE STATION AT NACORA, 2.5 POLES EAST OF MILEPOST
 NM0645'22-25, 44.5 FEET NORTH OF THE NORTH RAIL, 30.0 FEET WEST OF A
 NM0645'LONE COTTONWOOD TREE, 3.0 FEET WEST OF A FENCE CORNER, 2.0 FEET
 NM0645'SOUTH OF A WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST
 NM0645'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0681 ***********************************************************************
 NM0681  DESIGNATION -  M 238
 NM0681  PID         -  NM0681
 NM0681  STATE/COUNTY-  NE/THURSTON
 NM0681  COUNTRY     -  US
 NM0681  USGS QUAD   -  PENDER NE (2017)
 NM0681
 NM0681                         *CURRENT SURVEY CONTROL
 NM0681  ______________________________________________________________________
 NM0681* NAD 83(1986) POSITION- 42 13 53.     (N) 096 33 03.     (W)   SCALED
 NM0681* NAVD 88 ORTHO HEIGHT -   394.905 (meters)     1295.62  (feet) ADJUSTED
 NM0681  ______________________________________________________________________
 NM0681  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 NM0681  DYNAMIC HEIGHT  -        394.769 (meters)     1295.17  (feet) COMP
 NM0681  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 NM0681
 NM0681  VERT ORDER      -  SECOND    CLASS 0
 NM0681
 NM0681.The horizontal coordinates were scaled from a map and have
 NM0681.an estimated accuracy of +/- 6 seconds.
 NM0681
 NM0681.The orthometric height was determined by differential leveling and
 NM0681.adjusted by the NATIONAL GEODETIC SURVEY
 NM0681.in June 1991.
 NM0681
 NM0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0681.GEOID18 height accuracy estimate available here.
 NM0681
 NM0681.Click photographs - Photos may exist for this station.
 NM0681
 NM0681.The dynamic height is computed by dividing the NAVD 88
 NM0681.geopotential number by the normal gravity value computed on the
 NM0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0681.degrees latitude (g = 980.6199 gals.).
 NM0681
 NM0681.The modeled gravity was interpolated from observed gravity values.
 NM0681
 NM0681;                    North         East    Units  Estimated Accuracy
 NM0681;SPC NE       -   271,930.      784,580.      MT  (+/- 180 meters Scaled)
 NM0681
 NM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021783(NAD 83)
 NM0681
 NM0681                          SUPERSEDED SURVEY CONTROL
 NM0681
 NM0681  NGVD 29 (??/??/92)  394.743  (m)         1295.09   (f) ADJ UNCH    2 0
 NM0681
 NM0681.Superseded values are not recommended for survey control.
 NM0681
 NM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0681.See file dsdata.pdf to determine how the superseded data were derived.
 NM0681
 NM0681_MARKER: DB = BENCH MARK DISK
 NM0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0681_STAMPING: M 238 1947
 NM0681_MARK LOGO: CGS
 NM0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0681+STABILITY: SURFACE MOTION
 NM0681
 NM0681  HISTORY     - Date     Condition        Report By
 NM0681  HISTORY     - 1947     MONUMENTED       CGS
 NM0681  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0681
 NM0681                          STATION DESCRIPTION
 NM0681
 NM0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0681'10.7 MI SW FROM HOMER.
 NM0681'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER
 NM0681'TO U.S. HIGHWAY NO. 77, THENCE SOUTH 4.2 MILES TO A T-ROAD,
 NM0681'THENCE WEST 4.0 MILES TO A T-ROAD, THENCE SOUTH 2.4 MILES TO A
 NM0681'FARM HOUSE AND A T-ROAD LEADING EAST, 45.0 FEET SOUTHWEST OF
 NM0681'A LARGE MAPLE TREE, 30.0 FEET EAST OF A FENCE CORNER POST,
 NM0681'18.8 FEET SOUTH OF THE CENTER OF THE ROAD, 1.0 FOOT NORTH OF
 NM0681'A WIRE FENCE, 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST AND
 NM0681'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0681'THE GROUND.
 NM0681
 NM0681                          STATION RECOVERY (1965)
 NM0681
 NM0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0682 ***********************************************************************
 NM0682  DESIGNATION -  M 238 RESET
 NM0682  PID         -  NM0682
 NM0682  STATE/COUNTY-  NE/THURSTON
 NM0682  COUNTRY     -  US
 NM0682  USGS QUAD   -  PENDER NE (2017)
 NM0682
 NM0682                         *CURRENT SURVEY CONTROL
 NM0682  ______________________________________________________________________
 NM0682* NAD 83(1986) POSITION- 42 13 53.     (N) 096 33 02.     (W)   SCALED
 NM0682* NAVD 88 ORTHO HEIGHT -   394.16  (meters)     1293.2   (feet) RESET
 NM0682  ______________________________________________________________________
 NM0682  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 NM0682  VERT ORDER      -  THIRD
 NM0682
 NM0682.The horizontal coordinates were scaled from a map and have
 NM0682.an estimated accuracy of +/- 6 seconds.
 NM0682
 NM0682.The orthometric height was computed from unverified reset data.
 NM0682
 NM0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0682.GEOID18 height accuracy estimate available here.
 NM0682
 NM0682.Click photographs - Photos may exist for this station.
 NM0682
 NM0682;                    North         East    Units  Estimated Accuracy
 NM0682;SPC NE       -   271,930.      784,600.      MT  (+/- 180 meters Scaled)
 NM0682
 NM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021783(NAD 83)
 NM0682
 NM0682                          SUPERSEDED SURVEY CONTROL
 NM0682
 NM0682  NGVD 29 (??/??/??)  393.99   (m)         1292.6    (f) RESET       3  
 NM0682
 NM0682.Superseded values are not recommended for survey control.
 NM0682
 NM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0682.See file dsdata.pdf to determine how the superseded data were derived.
 NM0682
 NM0682_MARKER: DB = BENCH MARK DISK
 NM0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0682_STAMPING: M 238 RESET 1951
 NM0682_MARK LOGO: CGS
 NM0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0682+STABILITY: SURFACE MOTION
 NM0682
 NM0682  HISTORY     - Date     Condition        Report By
 NM0682  HISTORY     - 1951     MONUMENTED       NEDR
 NM0682
 NM0682                          STATION DESCRIPTION
 NM0682
 NM0682'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1951
 NM0682'10.7 MI SW FROM HOMER.
 NM0682'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0682'SOUTH 4.2 MILES ALONG U.S. HIGHWAY 77, WEST 4.0 MILES ALONG A
 NM0682'T-ROAD, SOUTH 2.4 MILES, AT THE INTERSECTION OF A ROAD LEADING
 NM0682'TO WINNEBAGO, 40 FEET SOUTH OF THE CENTERLINE OF THE WINNEBAGO
 NM0682'ROAD, AND NEAR A WHITE WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0431 ***********************************************************************
 NM0431  DESIGNATION -  M 239
 NM0431  PID         -  NM0431
 NM0431  STATE/COUNTY-  NE/THURSTON
 NM0431  COUNTRY     -  US
 NM0431  USGS QUAD   -  HOMER (2017)
 NM0431
 NM0431                         *CURRENT SURVEY CONTROL
 NM0431  ______________________________________________________________________
 NM0431* NAD 83(1986) POSITION- 42 15 48.     (N) 096 26 44.     (W)   SCALED
 NM0431* NAVD 88 ORTHO HEIGHT -   394.973 (meters)     1295.84  (feet) ADJUSTED
 NM0431  ______________________________________________________________________
 NM0431  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 NM0431  DYNAMIC HEIGHT  -        394.843 (meters)     1295.41  (feet) COMP
 NM0431  MODELED GRAVITY -    980,278.9   (mgal)                       NAVD 88
 NM0431
 NM0431  VERT ORDER      -  SECOND    CLASS 0
 NM0431
 NM0431.The horizontal coordinates were scaled from a map and have
 NM0431.an estimated accuracy of +/- 6 seconds.
 NM0431
 NM0431.The orthometric height was determined by differential leveling and
 NM0431.adjusted by the NATIONAL GEODETIC SURVEY
 NM0431.in June 1991.
 NM0431
 NM0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0431.GEOID18 height accuracy estimate available here.
 NM0431
 NM0431.Click photographs - Photos may exist for this station.
 NM0431
 NM0431.The dynamic height is computed by dividing the NAVD 88
 NM0431.geopotential number by the normal gravity value computed on the
 NM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0431.degrees latitude (g = 980.6199 gals.).
 NM0431
 NM0431.The modeled gravity was interpolated from observed gravity values.
 NM0431
 NM0431;                    North         East    Units  Estimated Accuracy
 NM0431;SPC NE       -   275,830.      793,110.      MT  (+/- 180 meters Scaled)
 NM0431
 NM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM106821(NAD 83)
 NM0431
 NM0431                          SUPERSEDED SURVEY CONTROL
 NM0431
 NM0431  NGVD 29 (??/??/92)  394.816  (m)         1295.33   (f) ADJ UNCH    2 0
 NM0431
 NM0431.Superseded values are not recommended for survey control.
 NM0431
 NM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0431.See file dsdata.pdf to determine how the superseded data were derived.
 NM0431
 NM0431_MARKER: DB = BENCH MARK DISK
 NM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0431_STAMPING: M 239 1947
 NM0431_MARK LOGO: CGS
 NM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0431+STABILITY: SURFACE MOTION
 NM0431
 NM0431  HISTORY     - Date     Condition        Report By
 NM0431  HISTORY     - 1947     MONUMENTED       CGS
 NM0431  HISTORY     - 1962     GOOD             USGS
 NM0431
 NM0431                          STATION DESCRIPTION
 NM0431
 NM0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0431'2.3 MI NE FROM WINNEBAGO.
 NM0431'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0431'AT WINNEBAGO, THENCE NORTH 0.2 MILE ALONG A DIRT ROAD, THENCE
 NM0431'EAST 1.0 MILE, THENCE NORTH 0.5 MILE, THENCE EAST 0.4 MILE, 0.2
 NM0431'MILE NORTHEAST OF A FARM HOUSE, 0.1 MILE WEST OF THE TOP OF A
 NM0431'LONG HILL, 75 FEET EAST OF A DRIVE SOUTH, 35.6 FEET NORTH OF
 NM0431'THE CENTER OF THE ROAD, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE,
 NM0431'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0431'GROUND.
 NM0431
 NM0431                          STATION RECOVERY (1962)
 NM0431
 NM0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0804 ***********************************************************************
 LH0804  DESIGNATION -  M 24
 LH0804  PID         -  LH0804
 LH0804  STATE/COUNTY-  NE/GOSPER
 LH0804  COUNTRY     -  US
 LH0804  USGS QUAD   -  ELWOOD SW (2017)
 LH0804
 LH0804                         *CURRENT SURVEY CONTROL
 LH0804  ______________________________________________________________________
 LH0804* NAD 83(1986) POSITION- 40 32 56.     (N) 099 53 12.     (W)   SCALED
 LH0804* NAVD 88 ORTHO HEIGHT -   785.315 (meters)     2576.49  (feet) ADJUSTED
 LH0804  ______________________________________________________________________
 LH0804  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 LH0804  DYNAMIC HEIGHT  -        784.810 (meters)     2574.83  (feet) COMP
 LH0804  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 LH0804
 LH0804  VERT ORDER      -  FIRST     CLASS II
 LH0804
 LH0804.The horizontal coordinates were scaled from a map and have
 LH0804.an estimated accuracy of +/- 6 seconds.
 LH0804
 LH0804.The orthometric height was determined by differential leveling and
 LH0804.adjusted by the NATIONAL GEODETIC SURVEY
 LH0804.in June 1991.
 LH0804
 LH0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0804.GEOID18 height accuracy estimate available here.
 LH0804
 LH0804.Click photographs - Photos may exist for this station.
 LH0804
 LH0804.The dynamic height is computed by dividing the NAVD 88
 LH0804.geopotential number by the normal gravity value computed on the
 LH0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0804.degrees latitude (g = 980.6199 gals.).
 LH0804
 LH0804.The modeled gravity was interpolated from observed gravity values.
 LH0804
 LH0804;                    North         East    Units  Estimated Accuracy
 LH0804;SPC NE       -    79,450.      509,600.      MT  (+/- 180 meters Scaled)
 LH0804
 LH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK249890(NAD 83)
 LH0804
 LH0804                          SUPERSEDED SURVEY CONTROL
 LH0804
 LH0804  NGVD 29 (??/??/92)  785.003  (m)         2575.46   (f) ADJ UNCH    1 2
 LH0804
 LH0804.Superseded values are not recommended for survey control.
 LH0804
 LH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0804.See file dsdata.pdf to determine how the superseded data were derived.
 LH0804
 LH0804_MARKER: DB = BENCH MARK DISK
 LH0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0804_STAMPING: M 24 1933
 LH0804_MARK LOGO: CGS
 LH0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0804+STABILITY: SURFACE MOTION
 LH0804
 LH0804  HISTORY     - Date     Condition        Report By
 LH0804  HISTORY     - 1933     MONUMENTED       CGS
 LH0804  HISTORY     - 1934     GOOD             CGS
 LH0804  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0804
 LH0804                          STATION DESCRIPTION
 LH0804
 LH0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0804'3.6 MI S FROM ELWOOD.
 LH0804'3.6 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0804'AT ELWOOD, 80 YARDS SOUTH OF A CONCRETE CULVERT, 25 FEET SOUTH
 LH0804'OF A ROAD LEADING WEST TO A RANCH HOUSE, 11 FEET SOUTH OF A
 LH0804'CORNER FENCE POST, AND 39 FEET WEST OF THE CENTERLINE OF THE
 LH0804'HIGHWAY.  A STANDARD DISK, STAMPED M 24 1933 AND SET IN THE
 LH0804'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0804
 LH0804                          STATION RECOVERY (1986)
 LH0804
 LH0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0804'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0805 ***********************************************************************
 LH0805  DESIGNATION -  M 24 RESET
 LH0805  PID         -  LH0805
 LH0805  STATE/COUNTY-  NE/GOSPER
 LH0805  COUNTRY     -  US
 LH0805  USGS QUAD   -  ELWOOD SW (2017)
 LH0805
 LH0805                         *CURRENT SURVEY CONTROL
 LH0805  ______________________________________________________________________
 LH0805* NAD 83(1986) POSITION- 40 32 56.     (N) 099 53 13.     (W)   SCALED
 LH0805* NAVD 88 ORTHO HEIGHT -   784.437 (meters)     2573.61  (feet) ADJUSTED
 LH0805  ______________________________________________________________________
 LH0805  GEOID HEIGHT    -        -24.333 (meters)                     GEOID18
 LH0805  DYNAMIC HEIGHT  -        783.932 (meters)     2571.95  (feet) COMP
 LH0805  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 LH0805
 LH0805  VERT ORDER      -  FIRST     CLASS II
 LH0805
 LH0805.The horizontal coordinates were scaled from a map and have
 LH0805.an estimated accuracy of +/- 6 seconds.
 LH0805
 LH0805.The orthometric height was determined by differential leveling and
 LH0805.adjusted by the NATIONAL GEODETIC SURVEY
 LH0805.in June 1991.
 LH0805
 LH0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0805.GEOID18 height accuracy estimate available here.
 LH0805
 LH0805.Click photographs - Photos may exist for this station.
 LH0805
 LH0805.The dynamic height is computed by dividing the NAVD 88
 LH0805.geopotential number by the normal gravity value computed on the
 LH0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0805.degrees latitude (g = 980.6199 gals.).
 LH0805
 LH0805.The modeled gravity was interpolated from observed gravity values.
 LH0805
 LH0805;                    North         East    Units  Estimated Accuracy
 LH0805;SPC NE       -    79,450.      509,580.      MT  (+/- 180 meters Scaled)
 LH0805
 LH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK248890(NAD 83)
 LH0805
 LH0805                          SUPERSEDED SURVEY CONTROL
 LH0805
 LH0805  NGVD 29 (??/??/??)  784.14   (m)         2572.6    (f) RESET       3  
 LH0805  NGVD 29 (02/14/92)  784.129  (m)         2572.60   (f) ADJUSTED    1 2
 LH0805
 LH0805.Superseded values are not recommended for survey control.
 LH0805
 LH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0805.See file dsdata.pdf to determine how the superseded data were derived.
 LH0805
 LH0805_MARKER: DB = BENCH MARK DISK
 LH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0805_STAMPING: M 24 RESET 1961
 LH0805_MARK LOGO: CGS
 LH0805_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0805+STABILITY: SURFACE MOTION
 LH0805
 LH0805  HISTORY     - Date     Condition        Report By
 LH0805  HISTORY     - 1961     MONUMENTED       NEDR
 LH0805  HISTORY     - 1986     GOOD             NGS
 LH0805
 LH0805                          STATION DESCRIPTION
 LH0805
 LH0805'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0805'3.3 MI S FROM ELWOOD.
 LH0805'THIS BENCH MARK IS LOCATED 3.3 MILES SOUTH ALONG STATE HIGHWAY
 LH0805'21 FROM THE COUNTY COURTHOUSE AT ELWOOD, 685 FEET SOUTHWEST
 LH0805'OF A CONCRETE CULVERT, 10 FEET NORTH OF A DRIVEWAY LEADING
 LH0805'WEST, 97 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LH0805'NORTH AND 1 FOOT EAST OF A CORNER FENCEPOST, AND SET IN THE
 LH0805'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 LH0805'GROUND.
 LH0805
 LH0805                          STATION RECOVERY (1986)
 LH0805
 LH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0805'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.9 KM (3.05
 LH0805'MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0805'66.9 METERS (219.5 FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 38, IN
 LH0805'THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING WEST TO
 LH0805'A WINDMILL, 29.5 METERS (97 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 LH0805'4.9 METERS (16 FT) NORTH OF THE CENTER OF THE ROAD, 0.6 METER (2 FT)
 LH0805'NORTHWEST OF A CONCRETE RIGHT OF WAY POST AND 0.5 METER (1.5 FT) EAST
 LH0805'OF A FENCE CORNER.
 LH0805'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0805'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0732 ***********************************************************************
 NM0732  DESIGNATION -  M 240 RESET
 NM0732  PID         -  NM0732
 NM0732  STATE/COUNTY-  NE/THURSTON
 NM0732  COUNTRY     -  US
 NM0732  USGS QUAD   -  BANCROFT (2017)
 NM0732
 NM0732                         *CURRENT SURVEY CONTROL
 NM0732  ______________________________________________________________________
 NM0732* NAD 83(1986) POSITION- 42 07 08.     (N) 096 35 25.     (W)   SCALED
 NM0732* NAVD 88 ORTHO HEIGHT -   433.03  (meters)     1420.7   (feet) RESET
 NM0732  ______________________________________________________________________
 NM0732  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM0732  VERT ORDER      -  THIRD
 NM0732
 NM0732.The horizontal coordinates were scaled from a map and have
 NM0732.an estimated accuracy of +/- 6 seconds.
 NM0732
 NM0732.The orthometric height was computed from unverified reset data.
 NM0732
 NM0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0732.GEOID18 height accuracy estimate available here.
 NM0732
 NM0732.Click photographs - Photos may exist for this station.
 NM0732
 NM0732;                    North         East    Units  Estimated Accuracy
 NM0732;SPC NE       -   259,320.      781,820.      MT  (+/- 180 meters Scaled)
 NM0732
 NM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM992657(NAD 83)
 NM0732
 NM0732                          SUPERSEDED SURVEY CONTROL
 NM0732
 NM0732.No superseded survey control is available for this station.
 NM0732
 NM0732_MARKER: DB = BENCH MARK DISK
 NM0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0732_SP_SET: BOX CULVERT HEADWALL
 NM0732_STAMPING: M 240 RESET 1959
 NM0732_MARK LOGO: CGS
 NM0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0732+STABILITY: SURFACE MOTION
 NM0732
 NM0732  HISTORY     - Date     Condition        Report By
 NM0732  HISTORY     - 1959     MONUMENTED       NEDR
 NM0732
 NM0732                          STATION DESCRIPTION
 NM0732
 NM0732'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0732'2.3 MI SW FROM WALTHILL.
 NM0732'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE
 NM0732'RAILROAD STATION AT WALTHILL, THENCE 4.5 MILES WEST ALONG THE
 NM0732'SAME HIGHWAY AT A DIRT CROSSROAD, 33 FEET NORTH OF THE CENTER
 NM0732'OF THE HIGHWAY, 196 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 NM0732'ROAD, AND SET IN THE EAST END OF THE NORTH PARAPET OF THE
 NM0732'8 FT X 6 FT CONCRETE BOX CULVERT.  NOTE-- STATE HIGHWAY 94 HAS
 NM0732'BEEN RELOCATED TO RUN 2.3 MILES SOUTHWEST OF THE RAILROAD STATION
 NM0732'AT WALTHILL, FROM THAT POINT WEST THE ALIGNMENT IS UNCHANGED,
 NM0732'EXCEPT FOR MINOR CENTERLINE SHIFTS AND SOME RELOCATION IN THE
 NM0732'MILE EAST OF PENDER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0299 ***********************************************************************
 MK0299  DESIGNATION -  M 241
 MK0299  PID         -  MK0299
 MK0299  STATE/COUNTY-  NE/BURT
 MK0299  COUNTRY     -  US
 MK0299  USGS QUAD   -  BERTHA (2017)
 MK0299
 MK0299                         *CURRENT SURVEY CONTROL
 MK0299  ______________________________________________________________________
 MK0299* NAD 83(1986) POSITION- 41 54 05.     (N) 096 15 06.     (W)   SCALED
 MK0299* NAVD 88 ORTHO HEIGHT -   407.601 (meters)     1337.27  (feet) ADJUSTED
 MK0299  ______________________________________________________________________
 MK0299  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 MK0299  DYNAMIC HEIGHT  -        407.450 (meters)     1336.78  (feet) COMP
 MK0299  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 MK0299
 MK0299  VERT ORDER      -  SECOND    CLASS 0
 MK0299
 MK0299.The horizontal coordinates were scaled from a map and have
 MK0299.an estimated accuracy of +/- 6 seconds.
 MK0299
 MK0299.The orthometric height was determined by differential leveling and
 MK0299.adjusted by the NATIONAL GEODETIC SURVEY
 MK0299.in June 1991.
 MK0299
 MK0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0299.GEOID18 height accuracy estimate available here.
 MK0299
 MK0299.Click photographs - Photos may exist for this station.
 MK0299
 MK0299.The dynamic height is computed by dividing the NAVD 88
 MK0299.geopotential number by the normal gravity value computed on the
 MK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0299.degrees latitude (g = 980.6199 gals.).
 MK0299
 MK0299.The modeled gravity was interpolated from observed gravity values.
 MK0299
 MK0299;                    North         East    Units  Estimated Accuracy
 MK0299;SPC NE       -   236,350.      810,840.      MT  (+/- 180 meters Scaled)
 MK0299
 MK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM279424(NAD 83)
 MK0299
 MK0299                          SUPERSEDED SURVEY CONTROL
 MK0299
 MK0299  NGVD 29 (??/??/92)  407.456  (m)         1336.80   (f) ADJ UNCH    2 0
 MK0299
 MK0299.Superseded values are not recommended for survey control.
 MK0299
 MK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0299.See file dsdata.pdf to determine how the superseded data were derived.
 MK0299
 MK0299_MARKER: DB = BENCH MARK DISK
 MK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0299_STAMPING: M 241 1947
 MK0299_MARK LOGO: CGS
 MK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0299+STABILITY: SURFACE MOTION
 MK0299
 MK0299  HISTORY     - Date     Condition        Report By
 MK0299  HISTORY     - 1947     MONUMENTED       CGS
 MK0299
 MK0299                          STATION DESCRIPTION
 MK0299
 MK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0299'9.9 MI N FROM TEKAMAH.
 MK0299'8.7 MILES NORTH ALONG U.S. HIGHWAY NO. 73E FROM THE COURT HOUSE
 MK0299'AT TEKAMAH, THENCE 1.2 MILE WEST ALONG A GRAVEL ROAD, AT THE
 MK0299'TOP OF A HILL, 83.0 FEET EAST OF THE CENTER OF A PRIVATE
 MK0299'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 34.5 FEET WEST OF A
 MK0299'1 1/2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER
 MK0299'POST, 28.0 FEET NORTH OF THE CENTER OF THE ROAD, 1.5 FOOT SOUTH
 MK0299'OF THE NORTH RIGHT OF WAY FENCE, 1.0 FOOT EAST OF A REFERENCE
 MK0299'POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND
 MK0299'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0163 ***********************************************************************
 MK0163  DESIGNATION -  M 242
 MK0163  PID         -  MK0163
 MK0163  STATE/COUNTY-  NE/BURT
 MK0163  COUNTRY     -  US
 MK0163  USGS QUAD   -  TEKAMAH NW (2017)
 MK0163
 MK0163                         *CURRENT SURVEY CONTROL
 MK0163  ______________________________________________________________________
 MK0163* NAD 83(1986) POSITION- 41 54 58.     (N) 096 10 04.     (W)   SCALED
 MK0163* NAVD 88 ORTHO HEIGHT -   317.419 (meters)     1041.40  (feet) ADJUSTED
 MK0163  ______________________________________________________________________
 MK0163  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 MK0163  DYNAMIC HEIGHT  -        317.302 (meters)     1041.02  (feet) COMP
 MK0163  MODELED GRAVITY -    980,244.1   (mgal)                       NAVD 88
 MK0163
 MK0163  VERT ORDER      -  SECOND    CLASS 0
 MK0163
 MK0163.The horizontal coordinates were scaled from a map and have
 MK0163.an estimated accuracy of +/- 6 seconds.
 MK0163
 MK0163.The orthometric height was determined by differential leveling and
 MK0163.adjusted by the NATIONAL GEODETIC SURVEY
 MK0163.in June 1991.
 MK0163
 MK0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0163.GEOID18 height accuracy estimate available here.
 MK0163
 MK0163.Click photographs - Photos may exist for this station.
 MK0163
 MK0163.The dynamic height is computed by dividing the NAVD 88
 MK0163.geopotential number by the normal gravity value computed on the
 MK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0163.degrees latitude (g = 980.6199 gals.).
 MK0163
 MK0163.The modeled gravity was interpolated from observed gravity values.
 MK0163
 MK0163;                    North         East    Units  Estimated Accuracy
 MK0163;SPC NE       -   238,290.      817,720.      MT  (+/- 180 meters Scaled)
 MK0163
 MK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM348443(NAD 83)
 MK0163
 MK0163                          SUPERSEDED SURVEY CONTROL
 MK0163
 MK0163  NGVD 29 (??/??/92)  317.276  (m)         1040.93   (f) ADJ UNCH    2 0
 MK0163
 MK0163.Superseded values are not recommended for survey control.
 MK0163
 MK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0163.See file dsdata.pdf to determine how the superseded data were derived.
 MK0163
 MK0163_MARKER: DB = BENCH MARK DISK
 MK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0163_STAMPING: M 242 1947
 MK0163_MARK LOGO: CGS
 MK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0163+STABILITY: SURFACE MOTION
 MK0163
 MK0163  HISTORY     - Date     Condition        Report By
 MK0163  HISTORY     - 1947     MONUMENTED       CGS
 MK0163  HISTORY     - 1974     GOOD             LOCSUR
 MK0163
 MK0163                          STATION DESCRIPTION
 MK0163
 MK0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0163'10 M SE FROM DECATUR.
 MK0163'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST
 MK0163'OFFICE AT DECATUR, THENCE 2.1 MILES EAST. 2.75 MILES SOUTH,
 MK0163'0.65 MILE EAST, 1.0 MILE SOUTH, 1.25 MILE EAST AND 1.0 MILE
 MK0163'SOUTH ALONG GRAVEL ROADS, IN THE SOUTHEAST ANGLE OF A CROSS
 MK0163'ROAD, 217.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0163'36.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 15.5
 MK0163'FEET NORTH OF ONE FENCE CORNER POST AND 9.0 FEET SOUTH OF
 MK0163'ANOTHER FENCE CORNER POST, 1.8 FOOT NORTH OF A REFERENCE POST,
 MK0163'1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A
 MK0163'CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING
 MK0163'0.2 FOOT.  THIS BENCH MARK IS ALSO 3.25 MILES EAST, 3.6
 MK0163'MILES NORTH, 0.75 MILE WEST AND 6.0 MILES NORTH ALONG GRAVEL
 MK0163'ROADS FROM THE COURT HOUSE AT TEKAMAH.
 MK0163
 MK0163                          STATION RECOVERY (1974)
 MK0163
 MK0163'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0651 ***********************************************************************
 MK0651  DESIGNATION -  M 243
 MK0651  PID         -  MK0651
 MK0651  STATE/COUNTY-  NE/DOUGLAS
 MK0651  COUNTRY     -  US
 MK0651  USGS QUAD   -  IRVINGTON (2017)
 MK0651
 MK0651                         *CURRENT SURVEY CONTROL
 MK0651  ______________________________________________________________________
 MK0651* NAD 83(1986) POSITION- 41 18 56.     (N) 096 03 04.     (W)   SCALED
 MK0651* NAVD 88 ORTHO HEIGHT -   330.426 (meters)     1084.07  (feet) ADJUSTED
 MK0651  ______________________________________________________________________
 MK0651  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 MK0651  DYNAMIC HEIGHT  -        330.280 (meters)     1083.59  (feet) COMP
 MK0651  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 MK0651
 MK0651  VERT ORDER      -  SECOND    CLASS 0
 MK0651
 MK0651.The horizontal coordinates were scaled from a map and have
 MK0651.an estimated accuracy of +/- 6 seconds.
 MK0651
 MK0651.The orthometric height was determined by differential leveling and
 MK0651.adjusted by the NATIONAL GEODETIC SURVEY
 MK0651.in June 1991.
 MK0651
 MK0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0651.GEOID18 height accuracy estimate available here.
 MK0651
 MK0651.Click photographs - Photos may exist for this station.
 MK0651
 MK0651.The dynamic height is computed by dividing the NAVD 88
 MK0651.geopotential number by the normal gravity value computed on the
 MK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0651.degrees latitude (g = 980.6199 gals.).
 MK0651
 MK0651.The modeled gravity was interpolated from observed gravity values.
 MK0651
 MK0651;                    North         East    Units  Estimated Accuracy
 MK0651;SPC NE       -   172,110.      830,430.      MT  (+/- 180 meters Scaled)
 MK0651
 MK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL468779(NAD 83)
 MK0651
 MK0651                          SUPERSEDED SURVEY CONTROL
 MK0651
 MK0651  NGVD 29 (??/??/92)  330.312  (m)         1083.70   (f) ADJ UNCH    2 0
 MK0651
 MK0651.Superseded values are not recommended for survey control.
 MK0651
 MK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0651.See file dsdata.pdf to determine how the superseded data were derived.
 MK0651
 MK0651_MARKER: DB = BENCH MARK DISK
 MK0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0651_STAMPING: M 243 1947
 MK0651_MARK LOGO: CGS
 MK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0651+STABILITY: SURFACE MOTION
 MK0651
 MK0651  HISTORY     - Date     Condition        Report By
 MK0651  HISTORY     - 1947     MONUMENTED       CGS
 MK0651  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0651
 MK0651                          STATION DESCRIPTION
 MK0651
 MK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0651'AT IRVINGTON.
 MK0651'AT IRVINGTON, AT THE IRVINGTON SCHOOL WHICH IS 0.3 MILE SOUTHEAST
 MK0651'ALONG A PAVED ROAD FROM THE POST OFFICE, 51.3 FEET NORTHEAST
 MK0651'OF THE CENTER OF A PAVED ROAD, 44.4 FEET SOUTHWEST OF THE WEST
 MK0651'CORNER OF AND IN LINE WITH THE NORTHWEST WALL OF THE BUILDING,
 MK0651'37.0 FEET NORTHWEST OF THE CENTER OF THE CONCRETE WALK LEADING
 MK0651'TO THE SCHOOL HOUSE, 6.7 FEET NORTHEAST OF THE WEST CORNER OF
 MK0651'THE SCHOOL YARD FENCE, 5.5 FEET WEST OF THE WEST SIDE OF A 4-FOOT
 MK0651'COTTONWOOD TREE, 1.5 FOOT SOUTHEAST OF A REFERENCE POST, SET IN
 MK0651'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0651'PROJECTING 0.1 FOOT.
 MK0651
 MK0651                          STATION RECOVERY (1976)
 MK0651
 MK0651'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0651'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0382 ***********************************************************************
 MK0382  DESIGNATION -  M 244
 MK0382  PID         -  MK0382
 MK0382  STATE/COUNTY-  NE/WASHINGTON
 MK0382  COUNTRY     -  US
 MK0382  USGS QUAD   -  HERMAN (2017)
 MK0382
 MK0382                         *CURRENT SURVEY CONTROL
 MK0382  ______________________________________________________________________
 MK0382* NAD 83(1986) POSITION- 41 39 40.     (N) 096 10 26.     (W)   SCALED
 MK0382* NAVD 88 ORTHO HEIGHT -   309.167 (meters)     1014.33  (feet) ADJUSTED
 MK0382  ______________________________________________________________________
 MK0382  GEOID HEIGHT    -        -27.757 (meters)                     GEOID18
 MK0382  DYNAMIC HEIGHT  -        309.036 (meters)     1013.90  (feet) COMP
 MK0382  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 MK0382
 MK0382  VERT ORDER      -  SECOND    CLASS 0
 MK0382
 MK0382.The horizontal coordinates were scaled from a map and have
 MK0382.an estimated accuracy of +/- 6 seconds.
 MK0382
 MK0382.The orthometric height was determined by differential leveling and
 MK0382.adjusted by the NATIONAL GEODETIC SURVEY
 MK0382.in June 1991.
 MK0382
 MK0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0382.GEOID18 height accuracy estimate available here.
 MK0382
 MK0382.Click photographs - Photos may exist for this station.
 MK0382
 MK0382.The dynamic height is computed by dividing the NAVD 88
 MK0382.geopotential number by the normal gravity value computed on the
 MK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0382.degrees latitude (g = 980.6199 gals.).
 MK0382
 MK0382.The modeled gravity was interpolated from observed gravity values.
 MK0382
 MK0382;                    North         East    Units  Estimated Accuracy
 MK0382;SPC NE       -   209,980.      818,460.      MT  (+/- 180 meters Scaled)
 MK0382
 MK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM353160(NAD 83)
 MK0382
 MK0382                          SUPERSEDED SURVEY CONTROL
 MK0382
 MK0382  NGVD 29 (??/??/92)  309.026  (m)         1013.86   (f) ADJ UNCH    2 0
 MK0382
 MK0382.Superseded values are not recommended for survey control.
 MK0382
 MK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0382.See file dsdata.pdf to determine how the superseded data were derived.
 MK0382
 MK0382_MARKER: DB = BENCH MARK DISK
 MK0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0382_STAMPING: M 244 1947
 MK0382_MARK LOGO: CGS
 MK0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0382+STABILITY: SURFACE MOTION
 MK0382
 MK0382  HISTORY     - Date     Condition        Report By
 MK0382  HISTORY     - 1947     MONUMENTED       CGS
 MK0382
 MK0382                          STATION DESCRIPTION
 MK0382
 MK0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0382'2.6 MI E FROM HERMAN.
 MK0382'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0382'AT HERMAN, THENCE 1.7 MILE EAST ALONG A GRAVEL ROAD, IN THE
 MK0382'NORTHWEST ANGLE OF A CROSS ROAD, 35.0 FEET NORTH OF THE CENTER
 MK0382'OF THE EAST-WEST ROAD, 29.0 FEET WEST OF THE CENTER OF THE
 MK0382'NORTH-SOUTH ROAD, 8.0 FEET WEST OF A POWER LINE POLE, 3.8 FEET
 MK0382'WEST OF A TELEPHONE POLE, 2.5 FEET EAST OF A REFERENCE POST,
 MK0382'SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD AND PROJECTING
 MK0382'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0389 ***********************************************************************
 MK0389  DESIGNATION -  M 245
 MK0389  PID         -  MK0389
 MK0389  STATE/COUNTY-  NE/WASHINGTON
 MK0389  COUNTRY     -  US
 MK0389  USGS QUAD   -  NICKERSON NE (2017)
 MK0389
 MK0389                         *CURRENT SURVEY CONTROL
 MK0389  ______________________________________________________________________
 MK0389* NAD 83(1986) POSITION- 41 40 22.     (N) 096 16 15.     (W)   SCALED
 MK0389* NAVD 88 ORTHO HEIGHT -   394.262 (meters)     1293.51  (feet) ADJUSTED
 MK0389  ______________________________________________________________________
 MK0389  GEOID HEIGHT    -        -27.281 (meters)                     GEOID18
 MK0389  DYNAMIC HEIGHT  -        394.098 (meters)     1292.97  (feet) COMP
 MK0389  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 MK0389
 MK0389  VERT ORDER      -  SECOND    CLASS 0
 MK0389
 MK0389.The horizontal coordinates were scaled from a map and have
 MK0389.an estimated accuracy of +/- 6 seconds.
 MK0389
 MK0389.The orthometric height was determined by differential leveling and
 MK0389.adjusted by the NATIONAL GEODETIC SURVEY
 MK0389.in June 1991.
 MK0389
 MK0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0389.GEOID18 height accuracy estimate available here.
 MK0389
 MK0389.Click photographs - Photos may exist for this station.
 MK0389
 MK0389.The dynamic height is computed by dividing the NAVD 88
 MK0389.geopotential number by the normal gravity value computed on the
 MK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0389.degrees latitude (g = 980.6199 gals.).
 MK0389
 MK0389.The modeled gravity was interpolated from observed gravity values.
 MK0389
 MK0389;                    North         East    Units  Estimated Accuracy
 MK0389;SPC NE       -   210,920.      810,340.      MT  (+/- 180 meters Scaled)
 MK0389
 MK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271170(NAD 83)
 MK0389
 MK0389                          SUPERSEDED SURVEY CONTROL
 MK0389
 MK0389  NGVD 29 (??/??/92)  394.119  (m)         1293.04   (f) ADJ UNCH    2 0
 MK0389
 MK0389.Superseded values are not recommended for survey control.
 MK0389
 MK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0389.See file dsdata.pdf to determine how the superseded data were derived.
 MK0389
 MK0389_MARKER: DB = BENCH MARK DISK
 MK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0389_STAMPING: M 245 1947
 MK0389_MARK LOGO: CGS
 MK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0389+STABILITY: SURFACE MOTION
 MK0389
 MK0389  HISTORY     - Date     Condition        Report By
 MK0389  HISTORY     - 1947     MONUMENTED       CGS
 MK0389
 MK0389                          STATION DESCRIPTION
 MK0389
 MK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0389'3.1 MI W FROM HERMAN.
 MK0389'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 AND 2.9 MILES WEST
 MK0389'ALONG STATE HIGHWAY NO. 31 FROM THE POST OFFICE AT HERMAN, IN
 MK0389'THE NORTHWEST ANGLE OF A CROSS ROAD, 42.0 FEET WEST OF THE CENTER
 MK0389'OF THE NORTH-SOUTH ROAD, 61.0 FEET WEST OF AND ACROSS THE
 MK0389'NORTH-SOUTH ROAD FROM A POWER LINE POLE WHICH IS AT A POWER
 MK0389'LINE JUCNTION, 30.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MK0389'2.0 FEET WEST OF A REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH
 MK0389'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE
 MK0389'THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0580 ***********************************************************************
 NM0580  DESIGNATION -  M 246
 NM0580  PID         -  NM0580
 NM0580  STATE/COUNTY-  NE/CUMING
 NM0580  COUNTRY     -  US
 NM0580  USGS QUAD   -  BANCROFT (2017)
 NM0580
 NM0580                         *CURRENT SURVEY CONTROL
 NM0580  ______________________________________________________________________
 NM0580* NAD 83(1986) POSITION- 42 02 08.     (N) 096 36 17.     (W)   SCALED
 NM0580* NAVD 88 ORTHO HEIGHT -   396.667 (meters)     1301.40  (feet) ADJUSTED
 NM0580  ______________________________________________________________________
 NM0580  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 NM0580  DYNAMIC HEIGHT  -        396.523 (meters)     1300.93  (feet) COMP
 NM0580  MODELED GRAVITY -    980,247.9   (mgal)                       NAVD 88
 NM0580
 NM0580  VERT ORDER      -  SECOND    CLASS 0
 NM0580
 NM0580.The horizontal coordinates were scaled from a map and have
 NM0580.an estimated accuracy of +/- 6 seconds.
 NM0580
 NM0580.The orthometric height was determined by differential leveling and
 NM0580.adjusted by the NATIONAL GEODETIC SURVEY
 NM0580.in June 1991.
 NM0580
 NM0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0580.GEOID18 height accuracy estimate available here.
 NM0580
 NM0580.Click photographs - Photos may exist for this station.
 NM0580
 NM0580.The dynamic height is computed by dividing the NAVD 88
 NM0580.geopotential number by the normal gravity value computed on the
 NM0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0580.degrees latitude (g = 980.6199 gals.).
 NM0580
 NM0580.The modeled gravity was interpolated from observed gravity values.
 NM0580
 NM0580;                    North         East    Units  Estimated Accuracy
 NM0580;SPC NE       -   250,020.      780,990.      MT  (+/- 180 meters Scaled)
 NM0580
 NM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM982564(NAD 83)
 NM0580
 NM0580                          SUPERSEDED SURVEY CONTROL
 NM0580
 NM0580  NGVD 29 (??/??/92)  396.510  (m)         1300.88   (f) ADJ UNCH    2 0
 NM0580
 NM0580.Superseded values are not recommended for survey control.
 NM0580
 NM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0580.See file dsdata.pdf to determine how the superseded data were derived.
 NM0580
 NM0580_MARKER: DB = BENCH MARK DISK
 NM0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0580_STAMPING: M 246 1947
 NM0580_MARK LOGO: CGS
 NM0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0580+STABILITY: SURFACE MOTION
 NM0580
 NM0580  HISTORY     - Date     Condition        Report By
 NM0580  HISTORY     - 1947     MONUMENTED       CGS
 NM0580
 NM0580                          STATION DESCRIPTION
 NM0580
 NM0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0580'2.2 MI NW FROM BANCROFT.
 NM0580'2.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0580'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0580'BANCROFT, 0.4 MILE NORTHWEST OF AN EAST-WEST ROAD CROSSING,
 NM0580'159.5 FEET SOUTH OF AND ACROSS THE TRACK FROM TELEPHONE POLE
 NM0580'NO. 48/40, 131.0 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 NM0580'TELEPHONE POLE NO. 510, 44.6 FEET SOUTHWEST OF THE SOUTHWEST
 NM0580'RAIL OF THE TRACK, 22.6 FEET SOUTHWEST OF MILE POST SU.C. 49,
 NM0580'1.5 FOOT NORTHWEST OF A REFERENCE POST, 0.4 FOOT NORTHEAST OF
 NM0580'THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 NM0580'2 FEET BELOW THE TRACK AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0267 ***********************************************************************
 LH0267  DESIGNATION -  M 249
 LH0267  PID         -  LH0267
 LH0267  STATE/COUNTY-  NE/WEBSTER
 LH0267  COUNTRY     -  US
 LH0267  USGS QUAD   -  BLUE HILL (2017)
 LH0267
 LH0267                         *CURRENT SURVEY CONTROL
 LH0267  ______________________________________________________________________
 LH0267* NAD 83(1986) POSITION- 40 18 22.     (N) 098 27 22.     (W)   SCALED
 LH0267* NAVD 88 ORTHO HEIGHT -   611.385 (meters)     2005.85  (feet) ADJUSTED
 LH0267  ______________________________________________________________________
 LH0267  GEOID HEIGHT    -        -25.787 (meters)                     GEOID18
 LH0267  DYNAMIC HEIGHT  -        611.019 (meters)     2004.65  (feet) COMP
 LH0267  MODELED GRAVITY -    980,006.9   (mgal)                       NAVD 88
 LH0267
 LH0267  VERT ORDER      -  FIRST     CLASS II
 LH0267
 LH0267.The horizontal coordinates were scaled from a map and have
 LH0267.an estimated accuracy of +/- 6 seconds.
 LH0267
 LH0267.The orthometric height was determined by differential leveling and
 LH0267.adjusted by the NATIONAL GEODETIC SURVEY
 LH0267.in June 1991.
 LH0267
 LH0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0267.GEOID18 height accuracy estimate available here.
 LH0267
 LH0267.Click photographs - Photos may exist for this station.
 LH0267
 LH0267.The dynamic height is computed by dividing the NAVD 88
 LH0267.geopotential number by the normal gravity value computed on the
 LH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0267.degrees latitude (g = 980.6199 gals.).
 LH0267
 LH0267.The modeled gravity was interpolated from observed gravity values.
 LH0267
 LH0267;                    North         East    Units  Estimated Accuracy
 LH0267;SPC NE       -    53,670.      631,230.      MT  (+/- 180 meters Scaled)
 LH0267
 LH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK462618(NAD 83)
 LH0267
 LH0267                          SUPERSEDED SURVEY CONTROL
 LH0267
 LH0267  NGVD 29 (??/??/92)  611.155  (m)         2005.10   (f) ADJ UNCH    1 2
 LH0267
 LH0267.Superseded values are not recommended for survey control.
 LH0267
 LH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0267.See file dsdata.pdf to determine how the superseded data were derived.
 LH0267
 LH0267_MARKER: DB = BENCH MARK DISK
 LH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0267_STAMPING: M 249 1947
 LH0267_MARK LOGO: CGS
 LH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0267+STABILITY: SURFACE MOTION
 LH0267
 LH0267  HISTORY     - Date     Condition        Report By
 LH0267  HISTORY     - 1947     MONUMENTED       CGS
 LH0267  HISTORY     - 1981     GOOD             NGS
 LH0267
 LH0267                          STATION DESCRIPTION
 LH0267
 LH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0267'1.9 MI S FROM BLUE HILL.
 LH0267'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0267'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 103.0 FEET
 LH0267'SOUTH OF THE CENTER LINE OF THE ROAD, 82.1 FEET SOUTH OF A
 LH0267'CONCRETE POST AT THE NORTH END OF A FENCE IN THE SOUTHEAST
 LH0267'ANGLE OF THE CROSSING, 61.3 FEET SOUTHEAST OF THE 2ND POLE
 LH0267'SOUTH OF MILEPOST 21, 46.0 FEET EAST OF THE EAST RAIL, 4.2 FEET
 LH0267'SOUTH OF A REFERENCE POST, 0.6 FOOT WEST OF A FENCE, SET IN
 LH0267'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LH0267'GROUND.
 LH0267
 LH0267                          STATION RECOVERY (1981)
 LH0267
 LH0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0039 ***********************************************************************
 LJ0039  DESIGNATION -  M 25
 LJ0039  PID         -  LJ0039
 LJ0039  STATE/COUNTY-  NE/FURNAS
 LJ0039  COUNTRY     -  US
 LJ0039  USGS QUAD   -  CAMBRIDGE (2017)
 LJ0039
 LJ0039                         *CURRENT SURVEY CONTROL
 LJ0039  ______________________________________________________________________
 LJ0039* NAD 83(1986) POSITION- 40 16 50.     (N) 100 09 56.     (W)   SCALED
 LJ0039* NAVD 88 ORTHO HEIGHT -   689.932 (meters)     2263.55  (feet) ADJUSTED
 LJ0039  ______________________________________________________________________
 LJ0039  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 LJ0039  DYNAMIC HEIGHT  -        689.496 (meters)     2262.12  (feet) COMP
 LJ0039  MODELED GRAVITY -    979,971.6   (mgal)                       NAVD 88
 LJ0039
 LJ0039  VERT ORDER      -  FIRST     CLASS II
 LJ0039
 LJ0039.The horizontal coordinates were scaled from a map and have
 LJ0039.an estimated accuracy of +/- 6 seconds.
 LJ0039
 LJ0039.The orthometric height was determined by differential leveling and
 LJ0039.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0039.in June 1991.
 LJ0039
 LJ0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0039.GEOID18 height accuracy estimate available here.
 LJ0039
 LJ0039.Click photographs - Photos may exist for this station.
 LJ0039
 LJ0039.The dynamic height is computed by dividing the NAVD 88
 LJ0039.geopotential number by the normal gravity value computed on the
 LJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0039.degrees latitude (g = 980.6199 gals.).
 LJ0039
 LJ0039.The modeled gravity was interpolated from observed gravity values.
 LJ0039
 LJ0039;                    North         East    Units  Estimated Accuracy
 LJ0039;SPC NE       -    49,670.      485,920.      MT  (+/- 180 meters Scaled)
 LJ0039
 LJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK009595(NAD 83)
 LJ0039
 LJ0039                          SUPERSEDED SURVEY CONTROL
 LJ0039
 LJ0039  NGVD 29 (??/??/92)  689.641  (m)         2262.60   (f) ADJ UNCH    1 2
 LJ0039
 LJ0039.Superseded values are not recommended for survey control.
 LJ0039
 LJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0039.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0039
 LJ0039_MARKER: DB = BENCH MARK DISK
 LJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0039_STAMPING: 2262.597 M 25 1933
 LJ0039_MARK LOGO: CGS
 LJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0039+STABILITY: SURFACE MOTION
 LJ0039
 LJ0039  HISTORY     - Date     Condition        Report By
 LJ0039  HISTORY     - 1933     MONUMENTED       CGS
 LJ0039  HISTORY     - 1942     GOOD             CGS
 LJ0039
 LJ0039                          STATION DESCRIPTION
 LJ0039
 LJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0039'AT CAMBRIDGE.
 LJ0039'AT CAMBRIDGE, FURNAS COUNTY, 118 FEET WEST OF THE SOUTHWEST
 LJ0039'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LJ0039'AT A ROAD CROSSING, 67 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LJ0039'AND 16 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 LJ0039'STANDARD DISK, STAMPED 2262.597 M 25 1933 AND SET IN THE TOP
 LJ0039'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0257 ***********************************************************************
 LH0257  DESIGNATION -  M 250
 LH0257  PID         -  LH0257
 LH0257  STATE/COUNTY-  NE/WEBSTER
 LH0257  COUNTRY     -  US
 LH0257  USGS QUAD   -  COWLES (2017)
 LH0257
 LH0257                         *CURRENT SURVEY CONTROL
 LH0257  ______________________________________________________________________
 LH0257* NAD 83(1986) POSITION- 40 14 03.     (N) 098 26 45.     (W)   SCALED
 LH0257* NAVD 88 ORTHO HEIGHT -   578.568 (meters)     1898.19  (feet) ADJUSTED
 LH0257  ______________________________________________________________________
 LH0257  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 LH0257  DYNAMIC HEIGHT  -        578.213 (meters)     1897.02  (feet) COMP
 LH0257  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 LH0257
 LH0257  VERT ORDER      -  FIRST     CLASS II
 LH0257
 LH0257.The horizontal coordinates were scaled from a map and have
 LH0257.an estimated accuracy of +/- 6 seconds.
 LH0257
 LH0257.The orthometric height was determined by differential leveling and
 LH0257.adjusted by the NATIONAL GEODETIC SURVEY
 LH0257.in June 1991.
 LH0257
 LH0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0257.GEOID18 height accuracy estimate available here.
 LH0257
 LH0257.Click photographs - Photos may exist for this station.
 LH0257
 LH0257.The dynamic height is computed by dividing the NAVD 88
 LH0257.geopotential number by the normal gravity value computed on the
 LH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0257.degrees latitude (g = 980.6199 gals.).
 LH0257
 LH0257.The modeled gravity was interpolated from observed gravity values.
 LH0257
 LH0257;                    North         East    Units  Estimated Accuracy
 LH0257;SPC NE       -    45,700.      632,240.      MT  (+/- 180 meters Scaled)
 LH0257
 LH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471538(NAD 83)
 LH0257
 LH0257                          SUPERSEDED SURVEY CONTROL
 LH0257
 LH0257  NGVD 29 (??/??/92)  578.338  (m)         1897.43   (f) ADJ UNCH    1 2
 LH0257
 LH0257.Superseded values are not recommended for survey control.
 LH0257
 LH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0257.See file dsdata.pdf to determine how the superseded data were derived.
 LH0257
 LH0257_MARKER: DB = BENCH MARK DISK
 LH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0257_STAMPING: M 250 1947
 LH0257_MARK LOGO: CGS
 LH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0257+STABILITY: SURFACE MOTION
 LH0257
 LH0257  HISTORY     - Date     Condition        Report By
 LH0257  HISTORY     - 1947     MONUMENTED       CGS
 LH0257  HISTORY     - 1974     GOOD             USGS
 LH0257
 LH0257                          STATION DESCRIPTION
 LH0257
 LH0257'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 LH0257'7.1 MI S FROM BLUE HILL.
 LH0257'BLUE HILL, 7.1 MI S OF, ALONG BURLINGTON NORTHERN RR, FROM THE
 LH0257'STA. AT, NEAR THE EL/16TH COR BETWEEN SECS 9 AND 16, T 13 N,
 LH0257'R 10 W 81.0 FT NORTH AND 69.5 WEST OF THE WEST RAIL AT A RR
 LH0257'XING, 27.4 FT SW OF A FENCE COR, 3.0 FT SW OF A WITNESS POST,
 LH0257'5 FT LOWER THAN THE RR, SET IN THE TOP OF A CONCRETE POST A
 LH0257'STANDARD USC AND GS DISK STAMPED M-250-1947.  NOTE-- OVERPASS
 LH0257'HAS BEEN FILLED IN AND MADE INTO A GRADE XING, AND THE ROAD
 LH0257'SLIGHTLY REALIGNED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0746 ***********************************************************************
 MJ0746  DESIGNATION -  M 253
 MJ0746  PID         -  MJ0746
 MJ0746  STATE/COUNTY-  NE/DOUGLAS
 MJ0746  COUNTRY     -  US
 MJ0746  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0746
 MJ0746                         *CURRENT SURVEY CONTROL
 MJ0746  ______________________________________________________________________
 MJ0746* NAD 83(1986) POSITION- 41 17 58.     (N) 095 57 17.     (W)   SCALED
 MJ0746* NAVD 88 ORTHO HEIGHT -   321.285 (meters)     1054.08  (feet) ADJUSTED
 MJ0746  ______________________________________________________________________
 MJ0746  GEOID HEIGHT    -        -27.710 (meters)                     GEOID18
 MJ0746  DYNAMIC HEIGHT  -        321.149 (meters)     1053.64  (feet) COMP
 MJ0746  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 MJ0746
 MJ0746  VERT ORDER      -  FIRST     CLASS II
 MJ0746
 MJ0746.The horizontal coordinates were scaled from a map and have
 MJ0746.an estimated accuracy of +/- 6 seconds.
 MJ0746
 MJ0746.The orthometric height was determined by differential leveling and
 MJ0746.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0746.in June 1991.
 MJ0746
 MJ0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0746.GEOID18 height accuracy estimate available here.
 MJ0746
 MJ0746.Click photographs - Photos may exist for this station.
 MJ0746
 MJ0746.The dynamic height is computed by dividing the NAVD 88
 MJ0746.geopotential number by the normal gravity value computed on the
 MJ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0746.degrees latitude (g = 980.6199 gals.).
 MJ0746
 MJ0746.The modeled gravity was interpolated from observed gravity values.
 MJ0746
 MJ0746;                    North         East    Units  Estimated Accuracy
 MJ0746;SPC NE       -   170,700.      838,570.      MT  (+/- 180 meters Scaled)
 MJ0746
 MJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526762(NAD 83)
 MJ0746
 MJ0746                          SUPERSEDED SURVEY CONTROL
 MJ0746
 MJ0746  NGVD 29 (??/??/92)  321.157  (m)         1053.66   (f) ADJ UNCH    1 2
 MJ0746
 MJ0746.Superseded values are not recommended for survey control.
 MJ0746
 MJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0746.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0746
 MJ0746_MARKER: DB = BENCH MARK DISK
 MJ0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0746_SP_SET: BUILDING
 MJ0746_STAMPING: M 253 1947
 MJ0746_MARK LOGO: CGS
 MJ0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0746
 MJ0746  HISTORY     - Date     Condition        Report By
 MJ0746  HISTORY     - 1947     MONUMENTED       CGS
 MJ0746  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0746
 MJ0746                          STATION DESCRIPTION
 MJ0746
 MJ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0746'AT OMAHA.
 MJ0746'AT OMAHA, AT THE INTERSECTION OF TWENTY-NINTH STREET AND AMES
 MJ0746'AVENUE, AT THE SOUTHEAST CORNER OF THE NORTH BRANCH OMAHA PUBLIC
 MJ0746'LIBRARY, 2 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, SET
 MJ0746'VERTICALLY IN THE SOUTH WALL ABOUT 3 FEET ABOVE THE GROUND.
 MJ0746
 MJ0746                          STATION RECOVERY (1976)
 MJ0746
 MJ0746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0746'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0673 ***********************************************************************
 MJ0673  DESIGNATION -  M 254
 MJ0673  PID         -  MJ0673
 MJ0673  STATE/COUNTY-  NE/DOUGLAS
 MJ0673  COUNTRY     -  US
 MJ0673  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0673
 MJ0673                         *CURRENT SURVEY CONTROL
 MJ0673  ______________________________________________________________________
 MJ0673* NAD 83(1986) POSITION- 41 14 49.26   (N) 095 59 19.64   (W)   HD_HELD1
 MJ0673* NAVD 88 ORTHO HEIGHT -   327.585 (meters)     1074.75  (feet) ADJUSTED
 MJ0673  ______________________________________________________________________
 MJ0673  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 MJ0673  DYNAMIC HEIGHT  -        327.445 (meters)     1074.29  (feet) COMP
 MJ0673  MODELED GRAVITY -    980,187.0   (mgal)                       NAVD 88
 MJ0673
 MJ0673  VERT ORDER      -  FIRST     CLASS II
 MJ0673
 MJ0673.The horizontal coordinates were determined by differentially corrected
 MJ0673.hand held GPS observations or other comparable positioning techniques
 MJ0673.and have an estimated accuracy of +/- 3 meters.
 MJ0673
 MJ0673.The orthometric height was determined by differential leveling and
 MJ0673.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0673.in June 1991.
 MJ0673
 MJ0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0673.GEOID18 height accuracy estimate available here.
 MJ0673
 MJ0673.Click photographs - Photos may exist for this station.
 MJ0673
 MJ0673.The dynamic height is computed by dividing the NAVD 88
 MJ0673.geopotential number by the normal gravity value computed on the
 MJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0673.degrees latitude (g = 980.6199 gals.).
 MJ0673
 MJ0673.The modeled gravity was interpolated from observed gravity values.
 MJ0673
 MJ0673;                    North         East    Units  Estimated Accuracy
 MJ0673;SPC NE       -   164,750.4     835,988.9     MT  (+/- 3 meters HH1 GPS) 
 MJ0673
 MJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4956470487(NAD 83)
 MJ0673
 MJ0673                          SUPERSEDED SURVEY CONTROL
 MJ0673
 MJ0673  NGVD 29 (??/??/92)  327.460  (m)         1074.34   (f) ADJ UNCH    1 2
 MJ0673
 MJ0673.Superseded values are not recommended for survey control.
 MJ0673
 MJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0673.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0673
 MJ0673_MARKER: DB = BENCH MARK DISK
 MJ0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0673_SP_SET: WALL
 MJ0673_STAMPING: M 254 1947
 MJ0673_MARK LOGO: CGS
 MJ0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0673+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 MJ0673
 MJ0673  HISTORY     - Date     Condition        Report By
 MJ0673  HISTORY     - 1947     MONUMENTED       CGS
 MJ0673  HISTORY     - 1976     GOOD             NGS
 MJ0673  HISTORY     - 20110223 GOOD             INDIV
 MJ0673
 MJ0673                          STATION DESCRIPTION
 MJ0673
 MJ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0673'AT OMAHA.
 MJ0673'AT OMAHA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SADDLE
 MJ0673'CREEK ROAD AND POPPELTON AVENUE, IN THE SOUTH WALL OF THE
 MJ0673'GENERAL MANUFACTURING COMPANY BUILDING, 21.7 FEET EAST OF THE
 MJ0673'MAIN ENTRANCE TO THE BUILDING, 1.7 FEET WEST OF THE SOUTHEAST
 MJ0673'CORNER OF THE BUILDING, SET VERTICALLY 4 FEET ABOVE THE GROUND.
 MJ0673
 MJ0673                          STATION RECOVERY (1976)
 MJ0673
 MJ0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0673'RECOVERED IN GOOD CONDITION.
 MJ0673
 MJ0673                          STATION RECOVERY (2011)
 MJ0673
 MJ0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0917 ***********************************************************************
 MJ0917  DESIGNATION -  M 255
 MJ0917  PID         -  MJ0917
 MJ0917  STATE/COUNTY-  NE/DOUGLAS
 MJ0917  COUNTRY     -  US
 MJ0917  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0917
 MJ0917                         *CURRENT SURVEY CONTROL
 MJ0917  ______________________________________________________________________
 MJ0917* NAD 83(1986) POSITION- 41 18 24.     (N) 095 55 35.     (W)   SCALED
 MJ0917* NAVD 88 ORTHO HEIGHT -   299.416 (meters)      982.33  (feet) ADJUSTED
 MJ0917  ______________________________________________________________________
 MJ0917  GEOID HEIGHT    -        -27.772 (meters)                     GEOID18
 MJ0917  DYNAMIC HEIGHT  -        299.290 (meters)      981.92  (feet) COMP
 MJ0917  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 MJ0917
 MJ0917  VERT ORDER      -  FIRST     CLASS II
 MJ0917
 MJ0917.The horizontal coordinates were scaled from a map and have
 MJ0917.an estimated accuracy of +/- 6 seconds.
 MJ0917
 MJ0917.The orthometric height was determined by differential leveling and
 MJ0917.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0917.in June 1991.
 MJ0917
 MJ0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0917.GEOID18 height accuracy estimate available here.
 MJ0917
 MJ0917.Click photographs - Photos may exist for this station.
 MJ0917
 MJ0917.The dynamic height is computed by dividing the NAVD 88
 MJ0917.geopotential number by the normal gravity value computed on the
 MJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0917.degrees latitude (g = 980.6199 gals.).
 MJ0917
 MJ0917.The modeled gravity was interpolated from observed gravity values.
 MJ0917
 MJ0917;                    North         East    Units  Estimated Accuracy
 MJ0917;SPC NE       -   171,610.      840,900.      MT  (+/- 180 meters Scaled)
 MJ0917
 MJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF550769(NAD 83)
 MJ0917
 MJ0917                          SUPERSEDED SURVEY CONTROL
 MJ0917
 MJ0917  NGVD 29 (??/??/92)  299.287  (m)          981.91   (f) ADJ UNCH    1 2
 MJ0917
 MJ0917.Superseded values are not recommended for survey control.
 MJ0917
 MJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0917.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0917
 MJ0917_MARKER: DB = BENCH MARK DISK
 MJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0917_STAMPING: M 255 1947
 MJ0917_MARK LOGO: CGS
 MJ0917_PROJECTION: RECESSED 3 CENTIMETERS
 MJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0917+STABILITY: SURFACE MOTION
 MJ0917
 MJ0917  HISTORY     - Date     Condition        Report By
 MJ0917  HISTORY     - 1947     MONUMENTED       CGS
 MJ0917  HISTORY     - 1976     GOOD             NGS
 MJ0917
 MJ0917                          STATION DESCRIPTION
 MJ0917
 MJ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0917'AT OMAHA.
 MJ0917'AT OMAHA, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF FORT
 MJ0917'STREET AND 8TH STREET, 80.5 FEET NORTH OF THE NORTHWEST CORNER
 MJ0917'OF HOUSE NUMBER 5223 ON 8TH STREET, 33.9 FEET NORTH OF THE
 MJ0917'CENTER LINE (APPROXIMATED) OF FORT STREET (UNPAVED), 24.0 FEET
 MJ0917'EAST OF THE CENTER LINE (APPROXIMATED) OF 8TH STREET (UNPAVED),
 MJ0917'16.5 FEET WEST OF THE EXTENSION TO THE NORTH OF THE LINE OF THE
 MJ0917'WEST FACE OF HOUSE NUMBER 5223 ON 8TH STREET, 13.6 FEET SOUTHWEST
 MJ0917'OF THE SOUTHWEST CORNER OF A FRAME BUILDING OCCUPIED BY JENS
 MJ0917'GROCERY, 3.7 FEET SOUTH OF THE SOUTH FACE OF THE MOST SOUTHERLY
 MJ0917'ONE OF THREE 12 INCH WALNUT TREES, SET IN THE TOP OF A CONCRETE
 MJ0917'POST 0.1 OF A FOOT UNDER THE SURFACE OF THE GROUND.
 MJ0917
 MJ0917                          STATION RECOVERY (1976)
 MJ0917
 MJ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1034 ***********************************************************************
 LF1034  DESIGNATION -  M 256
 LF1034  PID         -  LF1034
 LF1034  STATE/COUNTY-  NE/CASS
 LF1034  COUNTRY     -  US
 LF1034  USGS QUAD   -  MURRAY (2017)
 LF1034
 LF1034                         *CURRENT SURVEY CONTROL
 LF1034  ______________________________________________________________________
 LF1034* NAD 83(1986) POSITION- 40 54 13.     (N) 095 53 30.     (W)   SCALED
 LF1034* NAVD 88 ORTHO HEIGHT -   341.803 (meters)     1121.40  (feet) ADJUSTED
 LF1034  ______________________________________________________________________
 LF1034  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 LF1034  DYNAMIC HEIGHT  -        341.654 (meters)     1120.91  (feet) COMP
 LF1034  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 LF1034
 LF1034  VERT ORDER      -  SECOND    CLASS 0
 LF1034
 LF1034.The horizontal coordinates were scaled from a map and have
 LF1034.an estimated accuracy of +/- 6 seconds.
 LF1034
 LF1034.The orthometric height was determined by differential leveling and
 LF1034.adjusted by the NATIONAL GEODETIC SURVEY
 LF1034.in June 1991.
 LF1034
 LF1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1034.GEOID18 height accuracy estimate available here.
 LF1034
 LF1034.Click photographs - Photos may exist for this station.
 LF1034
 LF1034.The dynamic height is computed by dividing the NAVD 88
 LF1034.geopotential number by the normal gravity value computed on the
 LF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1034.degrees latitude (g = 980.6199 gals.).
 LF1034
 LF1034.The modeled gravity was interpolated from observed gravity values.
 LF1034
 LF1034;                    North         East    Units  Estimated Accuracy
 LF1034;SPC NE       -   127,050.      845,930.      MT  (+/- 180 meters Scaled)
 LF1034
 LF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564320(NAD 83)
 LF1034
 LF1034                          SUPERSEDED SURVEY CONTROL
 LF1034
 LF1034  NGVD 29 (??/??/92)  341.700  (m)         1121.06   (f) ADJ UNCH    2 0
 LF1034
 LF1034.Superseded values are not recommended for survey control.
 LF1034
 LF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1034.See file dsdata.pdf to determine how the superseded data were derived.
 LF1034
 LF1034_MARKER: DB = BENCH MARK DISK
 LF1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1034_STAMPING: M 256 1947
 LF1034_MARK LOGO: CGS
 LF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1034+STABILITY: SURFACE MOTION
 LF1034
 LF1034  HISTORY     - Date     Condition        Report By
 LF1034  HISTORY     - 1947     MONUMENTED       CGS
 LF1034
 LF1034                          STATION DESCRIPTION
 LF1034
 LF1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1034'2.8 MI SE FROM MURRAY.
 LF1034'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1034'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1034'ROAD, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, APPROXIMATELY
 LF1034'197 YARDS SOUTH OF A SMALL STEEL BRIDGE, 28.6 FEET EAST OF
 LF1034'AND LEVEL WITH THE CENTER LINE OF THE ROAD, 14.0 FEET EAST OF A
 LF1034'FENCE CORNER, 6.0 FEET NORTHWEST OF A POWER POLE, 2.0 FEET WEST
 LF1034'OF A 4 X 4 MARKER POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE
 LF1034'TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1101 ***********************************************************************
 LF1101  DESIGNATION -  M 257
 LF1101  PID         -  LF1101
 LF1101  STATE/COUNTY-  NE/OTOE
 LF1101  COUNTRY     -  US
 LF1101  USGS QUAD   -  NEHAWKA (2017)
 LF1101
 LF1101                         *CURRENT SURVEY CONTROL
 LF1101  ______________________________________________________________________
 LF1101* NAD 83(1986) POSITION- 40 45 17.     (N) 095 59 18.     (W)   SCALED
 LF1101* NAVD 88 ORTHO HEIGHT -   330.371 (meters)     1083.89  (feet) ADJUSTED
 LF1101  ______________________________________________________________________
 LF1101  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 LF1101  DYNAMIC HEIGHT  -        330.206 (meters)     1083.35  (feet) COMP
 LF1101  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 LF1101
 LF1101  VERT ORDER      -  SECOND    CLASS 0
 LF1101
 LF1101.The horizontal coordinates were scaled from a map and have
 LF1101.an estimated accuracy of +/- 6 seconds.
 LF1101
 LF1101.The orthometric height was determined by differential leveling and
 LF1101.adjusted by the NATIONAL GEODETIC SURVEY
 LF1101.in June 1991.
 LF1101
 LF1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1101.GEOID18 height accuracy estimate available here.
 LF1101
 LF1101.Click photographs - Photos may exist for this station.
 LF1101
 LF1101.The dynamic height is computed by dividing the NAVD 88
 LF1101.geopotential number by the normal gravity value computed on the
 LF1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1101.degrees latitude (g = 980.6199 gals.).
 LF1101
 LF1101.The modeled gravity was interpolated from observed gravity values.
 LF1101
 LF1101;                    North         East    Units  Estimated Accuracy
 LF1101;SPC NE       -   110,160.      838,560.      MT  (+/- 180 meters Scaled)
 LF1101
 LF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF477158(NAD 83)
 LF1101
 LF1101                          SUPERSEDED SURVEY CONTROL
 LF1101
 LF1101  NGVD 29 (??/??/92)  330.260  (m)         1083.53   (f) ADJ UNCH    2 0
 LF1101
 LF1101.Superseded values are not recommended for survey control.
 LF1101
 LF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1101.See file dsdata.pdf to determine how the superseded data were derived.
 LF1101
 LF1101_MARKER: DB = BENCH MARK DISK
 LF1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1101_STAMPING: M 257 1947
 LF1101_MARK LOGO: CGS
 LF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1101+STABILITY: SURFACE MOTION
 LF1101
 LF1101  HISTORY     - Date     Condition        Report By
 LF1101  HISTORY     - 1947     MONUMENTED       CGS
 LF1101
 LF1101                          STATION DESCRIPTION
 LF1101
 LF1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1101'7.3 MI SW FROM UNION.
 LF1101'0.3 MILE WEST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1101'RAILWAY STATION AT UNION, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 LF1101'ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD
 LF1101'CROSSING, 99.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LF1101'30.0 FEET SOUTH OF AND 3.0 FEET LOWER THAN THE CENTER LINE OF A
 LF1101'EAST-WEST ROAD, 5.3 FEET NORTH OF A FENCE CORNER, 3.5 FEET SOUTHWEST
 LF1101'OF THE NORTHWEST CORNER OF A STEEL FENCE SURROUNDING A SUB-STATION,
 LF1101'2.0 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1101'POST AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0960 ***********************************************************************
 LF0960  DESIGNATION -  M 258
 LF0960  PID         -  LF0960
 LF0960  STATE/COUNTY-  NE/OTOE
 LF0960  COUNTRY     -  US
 LF0960  USGS QUAD   -  JULIAN (2017)
 LF0960
 LF0960                         *CURRENT SURVEY CONTROL
 LF0960  ______________________________________________________________________
 LF0960* NAD 83(1986) POSITION- 40 37 28.     (N) 095 46 58.     (W)   SCALED
 LF0960* NAVD 88 ORTHO HEIGHT -   279.328 (meters)      916.43  (feet) ADJUSTED
 LF0960  ______________________________________________________________________
 LF0960  GEOID HEIGHT    -        -29.595 (meters)                     GEOID18
 LF0960  DYNAMIC HEIGHT  -        279.181 (meters)      915.95  (feet) COMP
 LF0960  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LF0960
 LF0960  VERT ORDER      -  SECOND    CLASS 0
 LF0960
 LF0960.The horizontal coordinates were scaled from a map and have
 LF0960.an estimated accuracy of +/- 6 seconds.
 LF0960
 LF0960.The orthometric height was determined by differential leveling and
 LF0960.adjusted by the NATIONAL GEODETIC SURVEY
 LF0960.in June 1991.
 LF0960
 LF0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0960.GEOID18 height accuracy estimate available here.
 LF0960
 LF0960.Click photographs - Photos may exist for this station.
 LF0960
 LF0960.The dynamic height is computed by dividing the NAVD 88
 LF0960.geopotential number by the normal gravity value computed on the
 LF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0960.degrees latitude (g = 980.6199 gals.).
 LF0960
 LF0960.The modeled gravity was interpolated from observed gravity values.
 LF0960
 LF0960;                    North         East    Units  Estimated Accuracy
 LF0960;SPC NE       -    96,540.      856,600.      MT  (+/- 180 meters Scaled)
 LF0960
 LF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF646007(NAD 83)
 LF0960
 LF0960                          SUPERSEDED SURVEY CONTROL
 LF0960
 LF0960  NGVD 29 (??/??/92)  279.225  (m)          916.09   (f) ADJ UNCH    2 0
 LF0960
 LF0960.Superseded values are not recommended for survey control.
 LF0960
 LF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0960.See file dsdata.pdf to determine how the superseded data were derived.
 LF0960
 LF0960_MARKER: DB = BENCH MARK DISK
 LF0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0960_STAMPING: M 258 1947
 LF0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0960+STABILITY: SURFACE MOTION
 LF0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0960+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0960
 LF0960  HISTORY     - Date     Condition        Report By
 LF0960  HISTORY     - 1947     MONUMENTED       CGS
 LF0960  HISTORY     - 19870504 MARK NOT FOUND   NGS
 LF0960
 LF0960                          STATION DESCRIPTION
 LF0960
 LF0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0960'7.2 MI SE FROM NEBRASKA CITY.
 LF0960'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0960'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0960'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0960'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN
 LF0960'ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED STREET,
 LF0960'THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 LF0960'EAST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTHEAST ALONG A
 LF0960'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 LF0960'10.3 FEET NORTH OF A POINT 101.3 FEET WEST OF THE NORTHWEST CORNER
 LF0960'OF A FARMHOUSE, 61.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0960'ROAD, 20.0 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 LF0960'A FARMHOUSE AT THE NORTHWEST ANGLE OF A ROAD JUNCTION, 20.4 FEET
 LF0960'EAST OF A FENCE CORNER, 8.9 FEET EAST OF AN 8-INCH CEDAR TREE,
 LF0960'8.2 FEET SOUTHWEST OF A 24-INCH BOX ELDER TREE, 1.5 FEET SOUTH OF
 LF0960'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 LF0960'GROUND.
 LF0960
 LF0960                          STATION RECOVERY (1987)
 LF0960
 LF0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0960'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0403 ***********************************************************************
 MK0403  DESIGNATION -  M 259
 MK0403  PID         -  MK0403
 MK0403  STATE/COUNTY-  NE/WASHINGTON
 MK0403  COUNTRY     -  US
 MK0403  USGS QUAD   -  ORUM (2017)
 MK0403
 MK0403                         *CURRENT SURVEY CONTROL
 MK0403  ______________________________________________________________________
 MK0403* NAD 83(1986) POSITION- 41 30 59.     (N) 096 18 36.     (W)   SCALED
 MK0403* NAVD 88 ORTHO HEIGHT -   400.038 (meters)     1312.46  (feet) ADJUSTED
 MK0403  ______________________________________________________________________
 MK0403  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 MK0403  DYNAMIC HEIGHT  -        399.856 (meters)     1311.86  (feet) COMP
 MK0403  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 MK0403
 MK0403  VERT ORDER      -  SECOND    CLASS 0
 MK0403
 MK0403.The horizontal coordinates were scaled from a map and have
 MK0403.an estimated accuracy of +/- 6 seconds.
 MK0403
 MK0403.The orthometric height was determined by differential leveling and
 MK0403.adjusted by the NATIONAL GEODETIC SURVEY
 MK0403.in June 1991.
 MK0403
 MK0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0403.GEOID18 height accuracy estimate available here.
 MK0403
 MK0403.Click photographs - Photos may exist for this station.
 MK0403
 MK0403.The dynamic height is computed by dividing the NAVD 88
 MK0403.geopotential number by the normal gravity value computed on the
 MK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0403.degrees latitude (g = 980.6199 gals.).
 MK0403
 MK0403.The modeled gravity was interpolated from observed gravity values.
 MK0403
 MK0403;                    North         East    Units  Estimated Accuracy
 MK0403;SPC NE       -   193,430.      807,830.      MT  (+/- 180 meters Scaled)
 MK0403
 MK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL244995(NAD 83)
 MK0403
 MK0403                          SUPERSEDED SURVEY CONTROL
 MK0403
 MK0403  NGVD 29 (??/??/92)  399.890  (m)         1311.97   (f) ADJ UNCH    2 0
 MK0403
 MK0403.Superseded values are not recommended for survey control.
 MK0403
 MK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0403.See file dsdata.pdf to determine how the superseded data were derived.
 MK0403
 MK0403_MARKER: DB = BENCH MARK DISK
 MK0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0403_STAMPING: M 259 1947
 MK0403_MARK LOGO: CGS
 MK0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0403+STABILITY: SURFACE MOTION
 MK0403
 MK0403  HISTORY     - Date     Condition        Report By
 MK0403  HISTORY     - 1947     MONUMENTED       CGS
 MK0403
 MK0403                          STATION DESCRIPTION
 MK0403
 MK0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0403'6.4 MI S FROM SPIKER.
 MK0403'6.35 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0403'SPIKER, AT THE TOP OF A LONG SLOPING HILL, 56.0 FEET NORTH OF A
 MK0403'FENCE CORNER POST WHICH IS AT THE SOUTHEAST CORNER OF A GROVE
 MK0403'OF TREES, 47.0 FEET EAST OF A 2-FOOT WALNUT TREE (THIS IS THE
 MK0403'LARGEST TREE IN THE IMMEDIATE VICINITY), 31.0 FEET WEST OF THE
 MK0403'CENTER OF THE HIGHWAY, 2.0 FEET NORTH OF A REFERENCE POST, 1.4
 MK0403'FOOT WEST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0403'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.1
 MK0403'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0194 ***********************************************************************
 LJ0194  DESIGNATION -  M 26
 LJ0194  PID         -  LJ0194
 LJ0194  STATE/COUNTY-  NE/HITCHCOCK
 LJ0194  COUNTRY     -  US
 LJ0194  USGS QUAD   -  STRATTON (2017)
 LJ0194
 LJ0194                         *CURRENT SURVEY CONTROL
 LJ0194  ______________________________________________________________________
 LJ0194* NAD 83(1986) POSITION- 40 09 20.64   (N) 101 10 19.64   (W)   HD_HELD1
 LJ0194* NAVD 88 ORTHO HEIGHT -   847.965 (meters)     2782.03  (feet) ADJUSTED
 LJ0194  ______________________________________________________________________
 LJ0194  GEOID HEIGHT    -        -23.539 (meters)                     GEOID18
 LJ0194  DYNAMIC HEIGHT  -        847.376 (meters)     2780.10  (feet) COMP
 LJ0194  MODELED GRAVITY -    979,903.2   (mgal)                       NAVD 88
 LJ0194
 LJ0194  VERT ORDER      -  FIRST     CLASS II
 LJ0194
 LJ0194.The horizontal coordinates were determined by differentially corrected
 LJ0194.hand held GPS observations or other comparable positioning techniques
 LJ0194.and have an estimated accuracy of +/- 3 meters.
 LJ0194
 LJ0194.The orthometric height was determined by differential leveling and
 LJ0194.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0194.in June 1991.
 LJ0194
 LJ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0194.GEOID18 height accuracy estimate available here.
 LJ0194
 LJ0194.Click photographs - Photos may exist for this station.
 LJ0194
 LJ0194.The dynamic height is computed by dividing the NAVD 88
 LJ0194.geopotential number by the normal gravity value computed on the
 LJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0194.degrees latitude (g = 980.6199 gals.).
 LJ0194
 LJ0194.The modeled gravity was interpolated from observed gravity values.
 LJ0194
 LJ0194;                    North         East    Units  Estimated Accuracy
 LJ0194;SPC NE       -    36,474.5     400,145.4     MT  (+/- 3 meters HH1 GPS) 
 LJ0194
 LJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1500247304(NAD 83)
 LJ0194
 LJ0194                          SUPERSEDED SURVEY CONTROL
 LJ0194
 LJ0194  NGVD 29 (??/??/92)  847.624  (m)         2780.91   (f) ADJ UNCH    1 2
 LJ0194
 LJ0194.Superseded values are not recommended for survey control.
 LJ0194
 LJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0194.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0194
 LJ0194_MARKER: DB = BENCH MARK DISK
 LJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0194_STAMPING: 2780.913 M 26 1933
 LJ0194_MARK LOGO: CGS
 LJ0194_PROJECTION: FLUSH
 LJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0194+STABILITY: SURFACE MOTION
 LJ0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0194+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 LJ0194
 LJ0194  HISTORY     - Date     Condition        Report By
 LJ0194  HISTORY     - 1933     MONUMENTED       CGS
 LJ0194  HISTORY     - 1941     GOOD             CGS
 LJ0194  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0194  HISTORY     - 20070320 GOOD             NEDR
 LJ0194  HISTORY     - 20200226 GOOD             NEGS
 LJ0194
 LJ0194                          STATION DESCRIPTION
 LJ0194
 LJ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0194'3 MI E FROM STRATTON.
 LJ0194'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0194'FROM THE STATION AT STRATTON, HITCHCOCK COUNTY, 95 YARDS EAST OF
 LJ0194'THE EAST END OF A CONCRETE BRIDGE, AT MILEAGE 318.08, 107 FEET
 LJ0194'WEST OF MILEPOST 318, 60 FEET SOUTH OF THE CENTERLINE OF U.S.
 LJ0194'HIGHWAY 34, AND 54.9 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 LJ0194'DISK, STAMPED M 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 LJ0194'PROJECTING 5 INCHES ABOVE GROUND.  NOW STAMPED 2780.913 M 26 1933.
 LJ0194
 LJ0194                          STATION RECOVERY (1977)
 LJ0194
 LJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0194'MARK NOT FOUND.
 LJ0194
 LJ0194                          STATION RECOVERY (2007)
 LJ0194
 LJ0194'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AB)
 LJ0194'RECOVERED IN GOOD CONDITION.
 LJ0194
 LJ0194                          STATION RECOVERY (2020)
 LJ0194
 LJ0194'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LJ0194'TO REACH FROM THE JUNCTION OF HIGHWAY 34 AND CO ROAD 356, PROCEED
 LJ0194'SOUTH OVER THE RAILROAD TACKS FOR 0.18 MI (0.29 KM) TO CO ROAD 712
 LJ0194'(OLD HIGHWAY 34) THEN EAST ABOUT 220 FT (67.1 M) TO THE MARK ON THE
 LJ0194'RIGHT (SOUTH) SIDE OF THE ROAD.
 LJ0194'
 LJ0194'IT IS 285 FT (86.9 M) EAST OF THE EAST END OF OLD RAILROAD BRIDGE, 60
 LJ0194'FT (18.3 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 712 (OLD US HIGHWAY
 LJ0194'34), 55 FT (16.8 M) NORTH OF AN OLD RAILROAD PATH AND 1 FT (0.3 M)
 LJ0194'WEST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0753 ***********************************************************************
 LF0753  DESIGNATION -  M 260
 LF0753  PID         -  LF0753
 LF0753  STATE/COUNTY-  NE/NEMAHA
 LF0753  COUNTRY     -  US
 LF0753  USGS QUAD   -  NEMAHA (2017)
 LF0753
 LF0753                         *CURRENT SURVEY CONTROL
 LF0753  ______________________________________________________________________
 LF0753* NAD 83(1986) POSITION- 40 20 19.6    (N) 095 40 21.9    (W)   HD_HELD2
 LF0753* NAVD 88 ORTHO HEIGHT -   280.103 (meters)      918.97  (feet) ADJUSTED
 LF0753  ______________________________________________________________________
 LF0753  GEOID HEIGHT    -        -30.048 (meters)                     GEOID18
 LF0753  DYNAMIC HEIGHT  -        279.955 (meters)      918.49  (feet) COMP
 LF0753  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LF0753
 LF0753  VERT ORDER      -  SECOND    CLASS 0
 LF0753
 LF0753.The horizontal coordinates were established by autonomous hand held GPS
 LF0753.observations and have an estimated accuracy of +/- 10 meters.
 LF0753
 LF0753.The orthometric height was determined by differential leveling and
 LF0753.adjusted by the NATIONAL GEODETIC SURVEY
 LF0753.in June 1991.
 LF0753
 LF0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0753.GEOID18 height accuracy estimate available here.
 LF0753
 LF0753.Click photographs - Photos may exist for this station.
 LF0753
 LF0753.The dynamic height is computed by dividing the NAVD 88
 LF0753.geopotential number by the normal gravity value computed on the
 LF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0753.degrees latitude (g = 980.6199 gals.).
 LF0753
 LF0753.The modeled gravity was interpolated from observed gravity values.
 LF0753
 LF0753;                    North         East    Units  Estimated Accuracy
 LF0753;SPC NE       -    65,319.      867,484.      MT  (+/- 10 meters HH2 GPS)
 LF0753
 LF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7297268788(NAD 83)
 LF0753
 LF0753                          SUPERSEDED SURVEY CONTROL
 LF0753
 LF0753  NGVD 29 (??/??/92)  280.029  (m)          918.73   (f) ADJ UNCH    2 0
 LF0753
 LF0753.Superseded values are not recommended for survey control.
 LF0753
 LF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0753.See file dsdata.pdf to determine how the superseded data were derived.
 LF0753
 LF0753_MARKER: DB = BENCH MARK DISK
 LF0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0753_STAMPING: M 260 1947
 LF0753_MARK LOGO: CGS
 LF0753_PROJECTION: FLUSH
 LF0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0753+STABILITY: SURFACE MOTION
 LF0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0753+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 LF0753
 LF0753  HISTORY     - Date     Condition        Report By
 LF0753  HISTORY     - 1947     MONUMENTED       CGS
 LF0753  HISTORY     - 20140214 GOOD             USACEO
 LF0753
 LF0753                          STATION DESCRIPTION
 LF0753
 LF0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0753'AT NEMAHA.
 LF0753'AT NEMAHA, AT THE EAST CORNER OF THE POST OFFICE, 200.0 FEET
 LF0753'NORTHEAST OF THE CENTER OF MAIN STREET, 40.0 FEET NORTHWEST
 LF0753'OF THE CENTER OF FIRST STREET (STATE HIGHWAY NO. 67), 35.0
 LF0753'FEET SOUTHWEST OF THE SOUTH CORNER OF A BRICK BUILDING, 3.0
 LF0753'FEET NORTHEAST OF THE EAST CORNER OF THE STONE FOUNDATION
 LF0753'FOR THE POST OFFICE, 1.5 FOOT NORTHEAST OF A REFERENCE POST,
 LF0753'0.4 FOOT NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE WALK,
 LF0753'SET IN A CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE CONCRETE
 LF0753'WALK.
 LF0753
 LF0753                          STATION RECOVERY (2014)
 LF0753
 LF0753'RECOVERY NOTE BY USACE OMAHA 2014 (MFT)
 LF0753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0948 ***********************************************************************
 NM0948  DESIGNATION -  M 261
 NM0948  PID         -  NM0948
 NM0948  STATE/COUNTY-  NE/DIXON
 NM0948  COUNTRY     -  US
 NM0948  USGS QUAD   -  PONCA (2017)
 NM0948
 NM0948                         *CURRENT SURVEY CONTROL
 NM0948  ______________________________________________________________________
 NM0948* NAD 83(1986) POSITION- 42 33 47.     (N) 096 41 14.     (W)   SCALED
 NM0948* NAVD 88 ORTHO HEIGHT -   347.528 (meters)     1140.18  (feet) ADJUSTED
 NM0948  ______________________________________________________________________
 NM0948  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM0948  DYNAMIC HEIGHT  -        347.419 (meters)     1139.82  (feet) COMP
 NM0948  MODELED GRAVITY -    980,298.2   (mgal)                       NAVD 88
 NM0948
 NM0948  VERT ORDER      -  SECOND    CLASS 0
 NM0948
 NM0948.The horizontal coordinates were scaled from a map and have
 NM0948.an estimated accuracy of +/- 6 seconds.
 NM0948
 NM0948.The orthometric height was determined by differential leveling and
 NM0948.adjusted by the NATIONAL GEODETIC SURVEY
 NM0948.in June 1991.
 NM0948
 NM0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0948.GEOID18 height accuracy estimate available here.
 NM0948
 NM0948.Click photographs - Photos may exist for this station.
 NM0948
 NM0948.The dynamic height is computed by dividing the NAVD 88
 NM0948.geopotential number by the normal gravity value computed on the
 NM0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0948.degrees latitude (g = 980.6199 gals.).
 NM0948
 NM0948.The modeled gravity was interpolated from observed gravity values.
 NM0948
 NM0948;                    North         East    Units  Estimated Accuracy
 NM0948;SPC NE       -   308,300.      771,920.      MT  (+/- 180 meters Scaled)
 NM0948
 NM0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN898148(NAD 83)
 NM0948
 NM0948                          SUPERSEDED SURVEY CONTROL
 NM0948
 NM0948  NGVD 29 (??/??/92)  347.353  (m)         1139.61   (f) ADJ UNCH    2 0
 NM0948
 NM0948.Superseded values are not recommended for survey control.
 NM0948
 NM0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0948.See file dsdata.pdf to determine how the superseded data were derived.
 NM0948
 NM0948_MARKER: DB = BENCH MARK DISK
 NM0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0948_STAMPING: M 261 1948
 NM0948_MARK LOGO: CGS
 NM0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0948+STABILITY: SURFACE MOTION
 NM0948
 NM0948  HISTORY     - Date     Condition        Report By
 NM0948  HISTORY     - 1948     MONUMENTED       CGS
 NM0948
 NM0948                          STATION DESCRIPTION
 NM0948
 NM0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0948'1 MI E FROM PONCA.
 NM0948'0.05 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0948'CORNER OF THE CITY PARK AT PONCA, THENCE 0.05 MILE EAST ALONG
 NM0948'A PAVED STREET, THENCE 0.9 MILE EAST ALONG A DIRT ROAD, 47.3
 NM0948'FEET NORTHWEST OF THE NORTH CORNER OF A FARMHOUSE, 100.0 FEET
 NM0948'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18.8 FEET NORTHEAST
 NM0948'OF THE NORTHEAST GATE POST OF A FENCE AROUND THE HOUSE, 0.7 FOOT
 NM0948'NORTHWEST OF A FENCE, ABOUT 6.0 FEET BELOW ROAD LEVEL, SET IN
 NM0948'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1598 ***********************************************************************
 NM1598  DESIGNATION -  M 262 RESET
 NM1598  PID         -  NM1598
 NM1598  STATE/COUNTY-  NE/DAKOTA
 NM1598  COUNTRY     -  US
 NM1598  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1598
 NM1598                         *CURRENT SURVEY CONTROL
 NM1598  ______________________________________________________________________
 NM1598* NAD 83(1986) POSITION- 42 27 51.     (N) 096 28 26.     (W)   SCALED
 NM1598* NAVD 88 ORTHO HEIGHT -   335.17  (meters)     1099.6   (feet) RESET
 NM1598  ______________________________________________________________________
 NM1598  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 NM1598  VERT ORDER      -  THIRD
 NM1598
 NM1598.The horizontal coordinates were scaled from a map and have
 NM1598.an estimated accuracy of +/- 6 seconds.
 NM1598
 NM1598.The orthometric height was computed from unverified reset data.
 NM1598
 NM1598.No vertical observational check was made to the station.
 NM1598
 NM1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1598.GEOID18 height accuracy estimate available here.
 NM1598
 NM1598.Click photographs - Photos may exist for this station.
 NM1598
 NM1598;                    North         East    Units  Estimated Accuracy
 NM1598;SPC NE       -   298,020.      789,870.      MT  (+/- 180 meters Scaled)
 NM1598
 NM1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN076044(NAD 83)
 NM1598
 NM1598                          SUPERSEDED SURVEY CONTROL
 NM1598
 NM1598  NGVD 29 (01/31/13)  335.00   (m)         1099.1    (f) RESET       3  
 NM1598
 NM1598.Superseded values are not recommended for survey control.
 NM1598
 NM1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1598.See file dsdata.pdf to determine how the superseded data were derived.
 NM1598
 NM1598_MARKER: DV = VERTICAL CONTROL DISK
 NM1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1598_STAMPING: M 262 RESET 1980
 NM1598_MARK LOGO: NGS
 NM1598_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1598+STABILITY: SURFACE MOTION
 NM1598
 NM1598  HISTORY     - Date     Condition        Report By
 NM1598  HISTORY     - 1980     MONUMENTED       NGS
 NM1598  HISTORY     - 20010327 GOOD             NEDR
 NM1598
 NM1598                          STATION DESCRIPTION
 NM1598
 NM1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NM1598'4.6 MI WEST FROM SOUTH SIOUX CITY.
 NM1598'2.45 WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY 77,
 NM1598'AT THE SOUTHWEST OF SOUTH SIOUX CITY, TO THE JUNCTION WITH STATE
 NM1598'ROAD 110 LEADING SOUTH AND A GRAVEL ROAD LEADING NORTH, THENCE LEFT
 NM1598'AND NORTH ALONG A GRAVELED ROAD FOR 0.95 MILE TO A SHARP CURVE
 NM1598'RIGHT, THENCE RIGHT AND EAST ALONG THE GRAVELED ROAD FOR 0.45 MILE TO
 NM1598'THE MARK 59 FEET NORTHEAST OF A DRIVEWAY ON THE SOUTH SIDE OF THE
 NM1598'ROAD, 40.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.2 FEET WEST OF
 NM1598'A POWER POLE, 1 FOOT SOUTH OF A FENCE.
 NM1598'THE MARK IS 2.0 FT  E FROM A WITNESS POST.
 NM1598'THE MARK IS 2 FT ABOVE ROAD.
 NM1598
 NM1598                          STATION RECOVERY (2001)
 NM1598
 NM1598'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM1598'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0617 ***********************************************************************
 LF0617  DESIGNATION -  M 266
 LF0617  PID         -  LF0617
 LF0617  STATE/COUNTY-  NE/RICHARDSON
 LF0617  COUNTRY     -  US
 LF0617  USGS QUAD   -  BARADA (2017)
 LF0617
 LF0617                         *CURRENT SURVEY CONTROL
 LF0617  ______________________________________________________________________
 LF0617* NAD 83(1986) POSITION- 40 14 00.78   (N) 095 31 57.49   (W)   HD_HELD1
 LF0617* NAVD 88 ORTHO HEIGHT -   355.292 (meters)     1165.65  (feet) ADJUSTED
 LF0617  ______________________________________________________________________
 LF0617  GEOID HEIGHT    -        -30.479 (meters)                     GEOID18
 LF0617  DYNAMIC HEIGHT  -        355.094 (meters)     1165.00  (feet) COMP
 LF0617  MODELED GRAVITY -    980,058.5   (mgal)                       NAVD 88
 LF0617
 LF0617  VERT ORDER      -  SECOND    CLASS 0
 LF0617
 LF0617.The horizontal coordinates were determined by differentially corrected
 LF0617.hand held GPS observations or other comparable positioning techniques
 LF0617.and have an estimated accuracy of +/- 3 meters.
 LF0617
 LF0617.The orthometric height was determined by differential leveling and
 LF0617.adjusted by the NATIONAL GEODETIC SURVEY
 LF0617.in June 1991.
 LF0617
 LF0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0617.GEOID18 height accuracy estimate available here.
 LF0617
 LF0617.Click photographs - Photos may exist for this station.
 LF0617
 LF0617.The dynamic height is computed by dividing the NAVD 88
 LF0617.geopotential number by the normal gravity value computed on the
 LF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0617.degrees latitude (g = 980.6199 gals.).
 LF0617
 LF0617.The modeled gravity was interpolated from observed gravity values.
 LF0617
 LF0617;                    North         East    Units  Estimated Accuracy
 LF0617;SPC NE       -    54,256.6     879,976.4     MT  (+/- 3 meters HH1 GPS) 
 LF0617
 LF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8454156756(NAD 83)
 LF0617
 LF0617                          SUPERSEDED SURVEY CONTROL
 LF0617
 LF0617  NGVD 29 (??/??/92)  355.218  (m)         1165.41   (f) ADJ UNCH    2 0
 LF0617
 LF0617.Superseded values are not recommended for survey control.
 LF0617
 LF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0617.See file dsdata.pdf to determine how the superseded data were derived.
 LF0617
 LF0617_MARKER: DB = BENCH MARK DISK
 LF0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0617_STAMPING: M 266 1947
 LF0617_MARK LOGO: CGS
 LF0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0617+STABILITY: SURFACE MOTION
 LF0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0617+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2009
 LF0617
 LF0617  HISTORY     - Date     Condition        Report By
 LF0617  HISTORY     - 1947     MONUMENTED       CGS
 LF0617  HISTORY     - 20090224 GOOD             INDIV
 LF0617
 LF0617                          STATION DESCRIPTION
 LF0617
 LF0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0617'3.8 MI E FROM BARADA.
 LF0617'1.0 MILE NORTH AND 2.85 MILES EAST ALONG DIRT ROADS FROM THE
 LF0617'SCHOOL AT BARADA AND AT A SMALL COUNTRY SCHOOL, 110.0 FEET
 LF0617'NORTH OF THE CENTER OF THE MAIN ROAD, 12.6 FEET SOUTH OF THE
 LF0617'SOUTH SIDE OF THE BRICK CHIMNEY OF THE SCHOOL HOUSE, 4.8 FEET
 LF0617'WEST OF THE WEST SIDE OF THE FRONT ENTRANCE PORCH AND 4.4 FEET
 LF0617'SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 1.5 FOOT
 LF0617'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST IN LINE WITH
 LF0617'THE WEST WALL OF THE SCHOOL HOUSE AND IN LINE WITH THE WEST
 LF0617'WALL OF A FARM HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD,
 LF0617'ABOUT 7 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 LF0617
 LF0617                          STATION RECOVERY (2009)
 LF0617
 LF0617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BAJ)
 LF0617'SCHOOLHOUSE IS VACANT AND FALLING APART.  PORCH HAS FALLEN IN, BUT
 LF0617'REMAINS OF PORCH ARE IN CORRECT LOCATION FROM RECOVERY.  FARM HOUSE
 LF0617'HAS BEEN REMOVED ON SOUTH SIDE OF ROAD.  EAST/WEST ROAD NOW DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0643 ***********************************************************************
 LF0643  DESIGNATION -  M 267
 LF0643  PID         -  LF0643
 LF0643  STATE/COUNTY-  NE/RICHARDSON
 LF0643  COUNTRY     -  US
 LF0643  USGS QUAD   -  VERDON (2017)
 LF0643
 LF0643                         *CURRENT SURVEY CONTROL
 LF0643  ______________________________________________________________________
 LF0643* NAD 83(1986) POSITION- 40 08 43.91   (N) 095 41 21.79   (W)   HD_HELD1
 LF0643* NAVD 88 ORTHO HEIGHT -   313.441 (meters)     1028.35  (feet) ADJUSTED
 LF0643  ______________________________________________________________________
 LF0643  GEOID HEIGHT    -        -30.217 (meters)                     GEOID18
 LF0643  DYNAMIC HEIGHT  -        313.268 (meters)     1027.78  (feet) COMP
 LF0643  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 LF0643
 LF0643  VERT ORDER      -  SECOND    CLASS 0
 LF0643
 LF0643.The horizontal coordinates were determined by differentially corrected
 LF0643.hand held GPS observations or other comparable positioning techniques
 LF0643.and have an estimated accuracy of +/- 3 meters.
 LF0643
 LF0643.The orthometric height was determined by differential leveling and
 LF0643.adjusted by the NATIONAL GEODETIC SURVEY
 LF0643.in June 1991.
 LF0643
 LF0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0643.GEOID18 height accuracy estimate available here.
 LF0643
 LF0643.Click photographs - Photos may exist for this station.
 LF0643
 LF0643.The dynamic height is computed by dividing the NAVD 88
 LF0643.geopotential number by the normal gravity value computed on the
 LF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0643.degrees latitude (g = 980.6199 gals.).
 LF0643
 LF0643.The modeled gravity was interpolated from observed gravity values.
 LF0643
 LF0643;                    North         East    Units  Estimated Accuracy
 LF0643;SPC NE       -    43,819.2     867,142.2     MT  (+/- 3 meters HH1 GPS) 
 LF0643
 LF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7090847377(NAD 83)
 LF0643
 LF0643                          SUPERSEDED SURVEY CONTROL
 LF0643
 LF0643  NGVD 29 (??/??/92)  313.376  (m)         1028.13   (f) ADJ UNCH    2 0
 LF0643
 LF0643.Superseded values are not recommended for survey control.
 LF0643
 LF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0643.See file dsdata.pdf to determine how the superseded data were derived.
 LF0643
 LF0643_MARKER: DB = BENCH MARK DISK
 LF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0643_STAMPING: M 267 1947
 LF0643_MARK LOGO: CGS
 LF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0643+STABILITY: SURFACE MOTION
 LF0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0643+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2017
 LF0643
 LF0643  HISTORY     - Date     Condition        Report By
 LF0643  HISTORY     - 1947     MONUMENTED       CGS
 LF0643  HISTORY     - 1974     GOOD             NGS
 LF0643  HISTORY     - 1980     GOOD             LOCSUR
 LF0643  HISTORY     - 20050728 GOOD             NEDR
 LF0643  HISTORY     - 20080916 GOOD             INDIV
 LF0643  HISTORY     - 20120710 POOR             NEDR
 LF0643  HISTORY     - 20170711 GOOD             INDIV
 LF0643
 LF0643                          STATION DESCRIPTION
 LF0643
 LF0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0643'1.2 MI E FROM VERDON.
 LF0643'1.2 MILE EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI PACIFIC
 LF0643'RAILROAD STATION AT VERDON, AT THE TOP OF A HILL AND AT THE
 LF0643'MAIN ENTRANCE TO THE VERDON CEMETERY, 38.3 FEET NORTH OF THE
 LF0643'NORTHEAST CORNER OF AND IN LINE WITH THE EAST WALL OF THE LUM
 LF0643'BURIAL VAULT, 32.7 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 LF0643'27.8 FEET EAST OF THE CENTER OF THE IRON GATE ENTRANCE TO THE
 LF0643'CEMETERY, 2.0 FEET EAST OF A REFERENCE POST, 0.6 FOOT NORTH OF
 LF0643'THE SOUTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT
 LF0643'THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 LF0643
 LF0643                          STATION RECOVERY (1974)
 LF0643
 LF0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0643'RECOVERED IN GOOD CONDITION.
 LF0643
 LF0643                          STATION RECOVERY (1980)
 LF0643
 LF0643'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0643'RECOVERED IN GOOD CONDITION.
 LF0643
 LF0643                          STATION RECOVERY (2005)
 LF0643
 LF0643'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (BW)
 LF0643'RECOVERED IN GOOD CONDITION.
 LF0643
 LF0643                          STATION RECOVERY (2008)
 LF0643
 LF0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0643'RECOVERED IN GOOD CONDITION.
 LF0643
 LF0643                          STATION RECOVERY (2012)
 LF0643
 LF0643'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0643'BM WAS FOUND TO BE LOOSE
 LF0643
 LF0643                          STATION RECOVERY (2017)
 LF0643
 LF0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (PS)
 LF0643'RECOVERED AS DESCRIBED, MARK IS 6.48 FEET EAST NORTHEAST OF A NAIL IN
 LF0643'POWER POLE, 28.0 FEET EAST OF APPROX. CENTERLINE CEMETERY DRIVE SOUTH,
 LF0643'2.77 FEET NORTH OF THE NEAR FACE BRICK WALL EAST SIDE OF CEMETERY
 LF0643'ENTRANCE DRIVE. ALSO 65 FEET SOUTH OF CENTERLINE HWY 73, NEAR MILE
 LF0643'POST 14.51. MARK IS 0.30 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0292 ***********************************************************************
 LH0292  DESIGNATION -  M 268
 LH0292  PID         -  LH0292
 LH0292  STATE/COUNTY-  NE/WEBSTER
 LH0292  COUNTRY     -  US
 LH0292  USGS QUAD   -  GUIDE ROCK (2017)
 LH0292
 LH0292                         *CURRENT SURVEY CONTROL
 LH0292  ______________________________________________________________________
 LH0292* NAD 83(1986) POSITION- 40 03 51.     (N) 098 19 49.     (W)   SCALED
 LH0292* NAVD 88 ORTHO HEIGHT -   498.859 (meters)     1636.67  (feet) ADJUSTED
 LH0292  ______________________________________________________________________
 LH0292  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 LH0292  DYNAMIC HEIGHT  -        498.564 (meters)     1635.71  (feet) COMP
 LH0292  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 LH0292
 LH0292  VERT ORDER      -  FIRST     CLASS II
 LH0292
 LH0292.The horizontal coordinates were scaled from a map and have
 LH0292.an estimated accuracy of +/- 6 seconds.
 LH0292
 LH0292.The orthometric height was determined by differential leveling and
 LH0292.adjusted by the NATIONAL GEODETIC SURVEY
 LH0292.in June 1991.
 LH0292
 LH0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0292.GEOID18 height accuracy estimate available here.
 LH0292
 LH0292.Click photographs - Photos may exist for this station.
 LH0292
 LH0292.The dynamic height is computed by dividing the NAVD 88
 LH0292.geopotential number by the normal gravity value computed on the
 LH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0292.degrees latitude (g = 980.6199 gals.).
 LH0292
 LH0292.The modeled gravity was interpolated from observed gravity values.
 LH0292
 LH0292;                    North         East    Units  Estimated Accuracy
 LH0292;SPC NE       -    27,010.      642,440.      MT  (+/- 180 meters Scaled)
 LH0292
 LH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571350(NAD 83)
 LH0292
 LH0292                          SUPERSEDED SURVEY CONTROL
 LH0292
 LH0292  NGVD 29 (??/??/92)  498.658  (m)         1636.01   (f) ADJ UNCH    1 2
 LH0292
 LH0292.Superseded values are not recommended for survey control.
 LH0292
 LH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0292.See file dsdata.pdf to determine how the superseded data were derived.
 LH0292
 LH0292_MARKER: DB = BENCH MARK DISK
 LH0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0292_SP_SET: PIER
 LH0292_STAMPING: M 268 1947
 LH0292_MARK LOGO: CGS
 LH0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0292+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 LH0292
 LH0292  HISTORY     - Date     Condition        Report By
 LH0292  HISTORY     - 1947     MONUMENTED       CGS
 LH0292  HISTORY     - 20040602 SEE DESCRIPTION  NGS
 LH0292  HISTORY     - 20091029 GOOD             NEDR
 LH0292
 LH0292                          STATION DESCRIPTION
 LH0292
 LH0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0292'0.4 MI S FROM GUIDE ROCK.
 LH0292'0.4 MILE SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0292'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, AT THE
 LH0292'NORTH END OF THE STEEL BRIDGE OVER THE REPUBLICAN RIVER, 10.0
 LH0292'FEET EAST OF THE CENTER OF THE HIGHWAY, SET IN THE CENTER AND
 LH0292'TOP OF THE EAST END OF THE MOST NORTHERLY CONCRETE PIER FOR THE
 LH0292'BRIDGE, ABOUT 1.0 FOOT BELOW THE BRIDGE FLOOR.
 LH0292
 LH0292                          STATION RECOVERY (2004)
 LH0292
 LH0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DB)
 LH0292'MARK WAS REPORTED LOST AND DESTROYED BY A LOCAL SURVEYOR.
 LH0292
 LH0292                          STATION RECOVERY (2009)
 LH0292
 LH0292'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0292'THIS APPEARS TO BE THE ORIGINAL CAP, STAMPED M 268 1947, THAT WAS
 LH0292'RESET IN THE NW WING OF A STRUCTURE OVER THE REPUBLICAN RIVER, BUILT
 LH0292'IN 1974, MILE 4+23, HWY78.
 LH0292'40 03'52.3 N   98 19'48.3 W
 LH0292'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1066 ***********************************************************************
 LF1066  DESIGNATION -  M 269
 LF1066  PID         -  LF1066
 LF1066  STATE/COUNTY-  NE/CASS
 LF1066  COUNTRY     -  US
 LF1066  USGS QUAD   -  NEHAWKA (2017)
 LF1066
 LF1066                         *CURRENT SURVEY CONTROL
 LF1066  ______________________________________________________________________
 LF1066* NAD 83(1986) POSITION- 40 49 41.8    (N) 095 59 32.0    (W)   HD_HELD2
 LF1066* NAVD 88 ORTHO HEIGHT -   302.599 (meters)      992.78  (feet) ADJUSTED
 LF1066  ______________________________________________________________________
 LF1066  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 LF1066  DYNAMIC HEIGHT  -        302.462 (meters)      992.33  (feet) COMP
 LF1066  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 LF1066
 LF1066  VERT ORDER      -  SECOND    CLASS 0
 LF1066
 LF1066.The horizontal coordinates were established by autonomous hand held GPS
 LF1066.observations and have an estimated accuracy of +/- 10 meters.
 LF1066
 LF1066.The orthometric height was determined by differential leveling and
 LF1066.adjusted by the NATIONAL GEODETIC SURVEY
 LF1066.in June 1991.
 LF1066
 LF1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1066.GEOID18 height accuracy estimate available here.
 LF1066
 LF1066.Click photographs - Photos may exist for this station.
 LF1066
 LF1066.The dynamic height is computed by dividing the NAVD 88
 LF1066.geopotential number by the normal gravity value computed on the
 LF1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1066.degrees latitude (g = 980.6199 gals.).
 LF1066
 LF1066.The modeled gravity was interpolated from observed gravity values.
 LF1066
 LF1066;                    North         East    Units  Estimated Accuracy
 LF1066;SPC NE       -   118,298.      837,856.      MT  (+/- 10 meters HH2 GPS)
 LF1066
 LF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4768024004(NAD 83)
 LF1066
 LF1066                          SUPERSEDED SURVEY CONTROL
 LF1066
 LF1066  NGVD 29 (??/??/92)  302.505  (m)          992.47   (f) ADJ UNCH    2 0
 LF1066
 LF1066.Superseded values are not recommended for survey control.
 LF1066
 LF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1066.See file dsdata.pdf to determine how the superseded data were derived.
 LF1066
 LF1066_MARKER: DB = BENCH MARK DISK
 LF1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1066_STAMPING: M 269 1947
 LF1066_MARK LOGO: CGS
 LF1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1066+STABILITY: SURFACE MOTION
 LF1066
 LF1066  HISTORY     - Date     Condition        Report By
 LF1066  HISTORY     - 1947     MONUMENTED       CGS
 LF1066
 LF1066                          STATION DESCRIPTION
 LF1066
 LF1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1066'AT NEHAWKA.
 LF1066'AT NEHAWKA, 195.0 FEET WEST OF THE CENTER LINE OF A GRAVELED
 LF1066'STREET, 129.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MISSOURI
 LF1066'PACIFIC RAILWAY STATION, 109.7 FEET SOUTH OF THE SOUTH RAIL OF
 LF1066'THE MAIN TRACK, 84.6 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK
 LF1066'LEADING TO A HOUSE, SET BETWEEN THE TWO MOST EASTERLY TREES IN
 LF1066'THE FIRST ROW OF ELM TREES SOUTH OF A FENCE AT THE SOUTH SIDE OF
 LF1066'A DRIVEWAY, 14.8 FEET WEST OF ONE TREE (A 20 INCH ELM) AND 3.7
 LF1066'FEET EAST OF THE OTHER TREE (AN 18 INCH ELM), 4.2 FEET SOUTH
 LF1066'OF A FENCE, 4.0 FEET SOUTH OF A REFERENCE POST, 3.4 FEET WEST OF
 LF1066'THE WEST EDGE OF A CONCRETE SIDEWALK, SET IN THE TOP OF A
 LF1066'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1491 ***********************************************************************
 NM1491  DESIGNATION -  M 270
 NM1491  PID         -  NM1491
 NM1491  STATE/COUNTY-  NE/KNOX
 NM1491  COUNTRY     -  US
 NM1491  USGS QUAD   -  TABOR SE (2017)
 NM1491
 NM1491                         *CURRENT SURVEY CONTROL
 NM1491  ______________________________________________________________________
 NM1491* NAD 83(1986) POSITION- 42 49 49.     (N) 097 30 52.     (W)   SCALED
 NM1491* NAVD 88 ORTHO HEIGHT -   442.062 (meters)     1450.33  (feet) ADJUSTED
 NM1491  ______________________________________________________________________
 NM1491  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM1491  DYNAMIC HEIGHT  -        441.930 (meters)     1449.90  (feet) COMP
 NM1491  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 NM1491
 NM1491  VERT ORDER      -  FIRST     CLASS II
 NM1491
 NM1491.The horizontal coordinates were scaled from a map and have
 NM1491.an estimated accuracy of +/- 6 seconds.
 NM1491
 NM1491.The orthometric height was determined by differential leveling and
 NM1491.adjusted by the NATIONAL GEODETIC SURVEY
 NM1491.in June 1991.
 NM1491
 NM1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1491.GEOID18 height accuracy estimate available here.
 NM1491
 NM1491.Click photographs - Photos may exist for this station.
 NM1491
 NM1491.The dynamic height is computed by dividing the NAVD 88
 NM1491.geopotential number by the normal gravity value computed on the
 NM1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1491.degrees latitude (g = 980.6199 gals.).
 NM1491
 NM1491.The modeled gravity was interpolated from observed gravity values.
 NM1491
 NM1491;                    North         East    Units  Estimated Accuracy
 NM1491;SPC NE       -   335,690.      703,190.      MT  (+/- 180 meters Scaled)
 NM1491
 NM1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN214430(NAD 83)
 NM1491
 NM1491                          SUPERSEDED SURVEY CONTROL
 NM1491
 NM1491  NGVD 29 (??/??/92)  441.855  (m)         1449.65   (f) ADJ UNCH    1 2
 NM1491
 NM1491.Superseded values are not recommended for survey control.
 NM1491
 NM1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1491.See file dsdata.pdf to determine how the superseded data were derived.
 NM1491
 NM1491_MARKER: DB = BENCH MARK DISK
 NM1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1491_STAMPING: M 270 1949
 NM1491_MARK LOGO: CGS
 NM1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1491+STABILITY: SURFACE MOTION
 NM1491
 NM1491  HISTORY     - Date     Condition        Report By
 NM1491  HISTORY     - 1949     MONUMENTED       CGS
 NM1491  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM1491
 NM1491                          STATION DESCRIPTION
 NM1491
 NM1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1491'7.4 MI SW FROM YANKTON.
 NM1491'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1491'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.7
 NM1491'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 0.6 MILE WEST
 NM1491'ALONG A DIRT ROAD, ON TOP OF A HILL, IN LINE WITH A FENCE
 NM1491'LEADING NORTH, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NM1491'12.0 FEET EAST OF THE EXTENDED CENTER LINE OF A FARM DRIVE
 NM1491'LEADING SOUTH, 2.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1.2
 NM1491'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM1491'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- E-W ROAD HAS
 NM1491'BEEN WIDENED AND MARK BELIEVED TO BE DESTROYED.
 NM1491
 NM1491                          STATION RECOVERY (1966)
 NM1491
 NM1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM1491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1505 ***********************************************************************
 NM1505  DESIGNATION -  M 271
 NM1505  PID         -  NM1505
 NM1505  STATE/COUNTY-  NE/KNOX
 NM1505  COUNTRY     -  US
 NM1505  USGS QUAD   -  SANTEE (2017)
 NM1505
 NM1505                         *CURRENT SURVEY CONTROL
 NM1505  ______________________________________________________________________
 NM1505* NAD 83(1986) POSITION- 42 47 12.     (N) 097 46 27.     (W)   SCALED
 NM1505* NAVD 88 ORTHO HEIGHT -   532.599 (meters)     1747.37  (feet) ADJUSTED
 NM1505  ______________________________________________________________________
 NM1505  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 NM1505  DYNAMIC HEIGHT  -        532.411 (meters)     1746.75  (feet) COMP
 NM1505  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 NM1505
 NM1505  VERT ORDER      -  SECOND    CLASS 0
 NM1505
 NM1505.The horizontal coordinates were scaled from a map and have
 NM1505.an estimated accuracy of +/- 6 seconds.
 NM1505
 NM1505.The orthometric height was determined by differential leveling and
 NM1505.adjusted by the NATIONAL GEODETIC SURVEY
 NM1505.in June 1991.
 NM1505
 NM1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1505.GEOID18 height accuracy estimate available here.
 NM1505
 NM1505.Click photographs - Photos may exist for this station.
 NM1505
 NM1505.The dynamic height is computed by dividing the NAVD 88
 NM1505.geopotential number by the normal gravity value computed on the
 NM1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1505.degrees latitude (g = 980.6199 gals.).
 NM1505
 NM1505.The modeled gravity was interpolated from observed gravity values.
 NM1505
 NM1505;                    North         East    Units  Estimated Accuracy
 NM1505;SPC NE       -   330,270.      682,090.      MT  (+/- 180 meters Scaled)
 NM1505
 NM1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN002378(NAD 83)
 NM1505
 NM1505                          SUPERSEDED SURVEY CONTROL
 NM1505
 NM1505  NGVD 29 (??/??/92)  532.362  (m)         1746.59   (f) ADJ UNCH    2 0
 NM1505
 NM1505.Superseded values are not recommended for survey control.
 NM1505
 NM1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1505.See file dsdata.pdf to determine how the superseded data were derived.
 NM1505
 NM1505_MARKER: DB = BENCH MARK DISK
 NM1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1505_STAMPING: M 271 1949
 NM1505_MARK LOGO: CGS
 NM1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1505+STABILITY: SURFACE MOTION
 NM1505
 NM1505  HISTORY     - Date     Condition        Report By
 NM1505  HISTORY     - 1949     MONUMENTED       CGS
 NM1505
 NM1505                          STATION DESCRIPTION
 NM1505
 NM1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1505'6.8 MI SE FROM SANTEE.
 NM1505'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1505'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1505'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH
 NM1505'ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, THENCE
 NM1505'0.5 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF AN EAST-WEST
 NM1505'DIRT ROAD AND A PRIVATE ROAD LEADING SOUTH, 0.7 MILE WEST OF
 NM1505'CROSS RANCH NO. 2, 36 FEET SOUTH OF THE CENTER LINE OF THE
 NM1505'EAST-WEST ROAD, 14 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 NM1505'ROAD, 4.0 FEET NORTHWEST OF A CORNER POST, 1.6 FEET WEST OF A
 NM1505'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1505'0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 2.9 MILES
 NM1505'NORTH AND 1.25 MILES WEST OF LINDY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1043 ***********************************************************************
 NM1043  DESIGNATION -  M 272
 NM1043  PID         -  NM1043
 NM1043  STATE/COUNTY-  NE/CEDAR
 NM1043  COUNTRY     -  US
 NM1043  USGS QUAD   -  MENOMINEE (2017)
 NM1043
 NM1043                         *CURRENT SURVEY CONTROL
 NM1043  ______________________________________________________________________
 NM1043* NAD 83(1986) POSITION- 42 50 40.     (N) 097 18 24.     (W)   SCALED
 NM1043* NAVD 88 ORTHO HEIGHT -   377.179 (meters)     1237.46  (feet) ADJUSTED
 NM1043  ______________________________________________________________________
 NM1043  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 NM1043  DYNAMIC HEIGHT  -        377.071 (meters)     1237.11  (feet) COMP
 NM1043  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 NM1043
 NM1043  VERT ORDER      -  SECOND    CLASS 0
 NM1043
 NM1043.The horizontal coordinates were scaled from a map and have
 NM1043.an estimated accuracy of +/- 6 seconds.
 NM1043
 NM1043.The orthometric height was determined by differential leveling and
 NM1043.adjusted by the NATIONAL GEODETIC SURVEY
 NM1043.in June 1991.
 NM1043
 NM1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1043.GEOID18 height accuracy estimate available here.
 NM1043
 NM1043.Click photographs - Photos may exist for this station.
 NM1043
 NM1043.The dynamic height is computed by dividing the NAVD 88
 NM1043.geopotential number by the normal gravity value computed on the
 NM1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1043.degrees latitude (g = 980.6199 gals.).
 NM1043
 NM1043.The modeled gravity was interpolated from observed gravity values.
 NM1043
 NM1043;                    North         East    Units  Estimated Accuracy
 NM1043;SPC NE       -   337,770.      720,120.      MT  (+/- 180 meters Scaled)
 NM1043
 NM1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN383449(NAD 83)
 NM1043
 NM1043                          SUPERSEDED SURVEY CONTROL
 NM1043
 NM1043  NGVD 29 (??/??/92)  376.976  (m)         1236.80   (f) ADJ UNCH    2 0
 NM1043
 NM1043.Superseded values are not recommended for survey control.
 NM1043
 NM1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1043.See file dsdata.pdf to determine how the superseded data were derived.
 NM1043
 NM1043_MARKER: DB = BENCH MARK DISK
 NM1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1043_STAMPING: M 272 1949
 NM1043_MARK LOGO: CGS
 NM1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1043+STABILITY: SURFACE MOTION
 NM1043
 NM1043  HISTORY     - Date     Condition        Report By
 NM1043  HISTORY     - 1949     MONUMENTED       CGS
 NM1043  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1043
 NM1043                          STATION DESCRIPTION
 NM1043
 NM1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1043'6.6 MI SE FROM YANKTON.
 NM1043'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1043'YANKTON, THENCE 4.7 MILES EAST ALONG A GRAVELED ROAD, 40 FEET
 NM1043'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 16 FEET EAST OF
 NM1043'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 12.0 FEET
 NM1043'NORTHWEST OF THE CENTER OF A WOODEN GATE, 5.0 FEET NORTH OF A
 NM1043'FENCE CORNER POST, 1.5 FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A
 NM1043'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1043'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1043
 NM1043                          STATION RECOVERY (1967)
 NM1043
 NM1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0319 ***********************************************************************
 NN0319  DESIGNATION -  M 273
 NN0319  PID         -  NN0319
 NN0319  STATE/COUNTY-  NE/BOYD
 NN0319  COUNTRY     -  US
 NN0319  USGS QUAD   -  GROSS (2017)
 NN0319
 NN0319                         *CURRENT SURVEY CONTROL
 NN0319  ______________________________________________________________________
 NN0319* NAD 83(1986) POSITION- 42 56 39.     (N) 098 33 53.     (W)   SCALED
 NN0319* NAVD 88 ORTHO HEIGHT -   538.038 (meters)     1765.21  (feet) ADJUSTED
 NN0319  ______________________________________________________________________
 NN0319  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 NN0319  DYNAMIC HEIGHT  -        537.846 (meters)     1764.58  (feet) COMP
 NN0319  MODELED GRAVITY -    980,247.7   (mgal)                       NAVD 88
 NN0319
 NN0319  VERT ORDER      -  SECOND    CLASS 0
 NN0319
 NN0319.The horizontal coordinates were scaled from a map and have
 NN0319.an estimated accuracy of +/- 6 seconds.
 NN0319
 NN0319.The orthometric height was determined by differential leveling and
 NN0319.adjusted by the NATIONAL GEODETIC SURVEY
 NN0319.in June 1991.
 NN0319
 NN0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0319.GEOID18 height accuracy estimate available here.
 NN0319
 NN0319.Click photographs - Photos may exist for this station.
 NN0319
 NN0319.The dynamic height is computed by dividing the NAVD 88
 NN0319.geopotential number by the normal gravity value computed on the
 NN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0319.degrees latitude (g = 980.6199 gals.).
 NN0319
 NN0319.The modeled gravity was interpolated from observed gravity values.
 NN0319
 NN0319;                    North         East    Units  Estimated Accuracy
 NN0319;SPC NE       -   346,390.      617,130.      MT  (+/- 180 meters Scaled)
 NN0319
 NN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN355547(NAD 83)
 NN0319
 NN0319                          SUPERSEDED SURVEY CONTROL
 NN0319
 NN0319  NGVD 29 (??/??/92)  537.753  (m)         1764.28   (f) ADJ UNCH    2 0
 NN0319
 NN0319.Superseded values are not recommended for survey control.
 NN0319
 NN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0319.See file dsdata.pdf to determine how the superseded data were derived.
 NN0319
 NN0319_MARKER: DB = BENCH MARK DISK
 NN0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0319_STAMPING: M 273 1949
 NN0319_MARK LOGO: CGS
 NN0319_PROJECTION: FLUSH
 NN0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0319+STABILITY: SURFACE MOTION
 NN0319
 NN0319  HISTORY     - Date     Condition        Report By
 NN0319  HISTORY     - 1949     MONUMENTED       CGS
 NN0319
 NN0319                          STATION DESCRIPTION
 NN0319
 NN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0319'7.9 MI NE FROM BRISTOW.
 NN0319'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0319'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, IN THE SOUTHWEST QUARTER OF
 NN0319'A PUBLIC ROAD CROSSING, ON THE EAST EDGE OF THE VILLAGE OF GROSS,
 NN0319'ABOUT 0.15 MILE SOUTHEAST OF A SCHOOL BUILDING, 41.0 FEET SOUTH OF
 NN0319'THE CENTER LINE OF THE EAST-WEST ROAD, 33.0 FEET WEST OF THE CENTER
 NN0319'LINE OF THE NORTH-SOUTH ROAD, 15.0 FEET SOUTH OF A CORNER FENCE
 NN0319'POST, 2.0 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A REFERENCE POST,
 NN0319'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1127 ***********************************************************************
 NM1127  DESIGNATION -  M 274
 NM1127  PID         -  NM1127
 NM1127  STATE/COUNTY-  NE/CEDAR
 NM1127  COUNTRY     -  US
 NM1127  USGS QUAD   -  HARTINGTON (2017)
 NM1127
 NM1127                         *CURRENT SURVEY CONTROL
 NM1127  ______________________________________________________________________
 NM1127* NAD 83(1986) POSITION- 42 36 09.     (N) 097 15 00.     (W)   SCALED
 NM1127* NAVD 88 ORTHO HEIGHT -   420.327 (meters)     1379.02  (feet) ADJUSTED
 NM1127  ______________________________________________________________________
 NM1127  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 NM1127  DYNAMIC HEIGHT  -        420.181 (meters)     1378.54  (feet) COMP
 NM1127  MODELED GRAVITY -    980,263.7   (mgal)                       NAVD 88
 NM1127
 NM1127  VERT ORDER      -  SECOND    CLASS 0
 NM1127
 NM1127.This mark is at Hartington Municipal Airport (NE02)
 NM1127
 NM1127.The horizontal coordinates were scaled from a map and have
 NM1127.an estimated accuracy of +/- 6 seconds.
 NM1127
 NM1127.The orthometric height was determined by differential leveling and
 NM1127.adjusted by the NATIONAL GEODETIC SURVEY
 NM1127.in June 1991.
 NM1127
 NM1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1127.GEOID18 height accuracy estimate available here.
 NM1127
 NM1127.Click photographs - Photos may exist for this station.
 NM1127
 NM1127.The dynamic height is computed by dividing the NAVD 88
 NM1127.geopotential number by the normal gravity value computed on the
 NM1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1127.degrees latitude (g = 980.6199 gals.).
 NM1127
 NM1127.The modeled gravity was interpolated from observed gravity values.
 NM1127
 NM1127;                    North         East    Units  Estimated Accuracy
 NM1127;SPC NE       -   311,060.      725,600.      MT  (+/- 180 meters Scaled)
 NM1127
 NM1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435181(NAD 83)
 NM1127
 NM1127                          SUPERSEDED SURVEY CONTROL
 NM1127
 NM1127  NGVD 29 (??/??/92)  420.123  (m)         1378.35   (f) ADJ UNCH    2 0
 NM1127
 NM1127.Superseded values are not recommended for survey control.
 NM1127
 NM1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1127.See file dsdata.pdf to determine how the superseded data were derived.
 NM1127
 NM1127_MARKER: DB = BENCH MARK DISK
 NM1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1127_STAMPING: M 274 1949
 NM1127_MARK LOGO: CGS
 NM1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1127+STABILITY: SURFACE MOTION
 NM1127
 NM1127  HISTORY     - Date     Condition        Report By
 NM1127  HISTORY     - 1949     MONUMENTED       CGS
 NM1127
 NM1127                          STATION DESCRIPTION
 NM1127
 NM1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1127'1.8 MI SE FROM HARTINGTON.
 NM1127'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1127'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1127'THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, AT THE HARTINGTON
 NM1127'AIRPORT, 65.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1127'AIRPORT MANAGERS HOUSE, 2.5 FEET SOUTHEAST OF THE SOUTHWEST
 NM1127'LEG OF THE WINDMILL, 3.6 FEET WEST OF A POWER TRANSMISSION LINE
 NM1127'POLE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM1127'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0916 ***********************************************************************
 NM0916  DESIGNATION -  M 275
 NM0916  PID         -  NM0916
 NM0916  STATE/COUNTY-  NE/DIXON
 NM0916  COUNTRY     -  US
 NM0916  USGS QUAD   -  OBERT (2017)
 NM0916
 NM0916                         *CURRENT SURVEY CONTROL
 NM0916  ______________________________________________________________________
 NM0916* NAD 83(1986) POSITION- 42 39 12.     (N) 097 00 00.     (W)   SCALED
 NM0916* NAVD 88 ORTHO HEIGHT -   412.096 (meters)     1352.02  (feet) ADJUSTED
 NM0916  ______________________________________________________________________
 NM0916  GEOID HEIGHT    -        -25.467 (meters)                     GEOID18
 NM0916  DYNAMIC HEIGHT  -        411.961 (meters)     1351.58  (feet) COMP
 NM0916  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 NM0916
 NM0916  VERT ORDER      -  SECOND    CLASS 0
 NM0916
 NM0916.The horizontal coordinates were scaled from a map and have
 NM0916.an estimated accuracy of +/- 6 seconds.
 NM0916
 NM0916.The orthometric height was determined by differential leveling and
 NM0916.adjusted by the NATIONAL GEODETIC SURVEY
 NM0916.in June 1991.
 NM0916
 NM0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0916.GEOID18 height accuracy estimate available here.
 NM0916
 NM0916.Click photographs - Photos may exist for this station.
 NM0916
 NM0916.The dynamic height is computed by dividing the NAVD 88
 NM0916.geopotential number by the normal gravity value computed on the
 NM0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0916.degrees latitude (g = 980.6199 gals.).
 NM0916
 NM0916.The modeled gravity was interpolated from observed gravity values.
 NM0916
 NM0916;                    North         East    Units  Estimated Accuracy
 NM0916;SPC NE       -   317,380.      745,910.      MT  (+/- 180 meters Scaled)
 NM0916
 NM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN639242(NAD 83)
 NM0916
 NM0916                          SUPERSEDED SURVEY CONTROL
 NM0916
 NM0916  NGVD 29 (??/??/92)  411.892  (m)         1351.35   (f) ADJ UNCH    2 0
 NM0916
 NM0916.Superseded values are not recommended for survey control.
 NM0916
 NM0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0916.See file dsdata.pdf to determine how the superseded data were derived.
 NM0916
 NM0916_MARKER: DB = BENCH MARK DISK
 NM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0916_STAMPING: M 275 1949
 NM0916_MARK LOGO: CGS
 NM0916_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0916+STABILITY: SURFACE MOTION
 NM0916
 NM0916  HISTORY     - Date     Condition        Report By
 NM0916  HISTORY     - 1949     MONUMENTED       CGS
 NM0916  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0916  HISTORY     - 19940816 GOOD             NEDR
 NM0916
 NM0916                          STATION DESCRIPTION
 NM0916
 NM0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0916'3 MI S FROM MASKELL.
 NM0916'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0916'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0916'THENCE 2.7 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2 MILE SOUTH
 NM0916'OF THE LIME CREEK CEMETERY, AT THE FARM HOME OF M.L. SWANSON,
 NM0916'145.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 50 FEET
 NM0916'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 34.0 FEET
 NM0916'SOUTHWEST OF A 24-INCH COTTONWOOD TREE, 19.0 FEET WEST OF THE
 NM0916'CENTER OF A WIRE GATE, 0.8 FOOT NORTH OF A FENCE, AND SET IN
 NM0916'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0916'THE GROUND.
 NM0916
 NM0916                          STATION RECOVERY (1967)
 NM0916
 NM0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0916'MARK NOT FOUND.
 NM0916
 NM0916                          STATION RECOVERY (1994)
 NM0916
 NM0916'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM0916'ABOUT 2.5 MI (4.0 KM) SOUTH FROM MASKELL, ON PUBLIC RIGHT-OF-WAY AND
 NM0916'IN THE NE1/4, SEC19, T31N, R4E. TO REACH FROM THE SCHOOL BUILDING, AT
 NM0916'MASKELL, GO SOUTH ON MAIN STREET FOR 0.10 MI (0.16 KM) TO STATE
 NM0916'HIGHWAY 12.  TURN RIGHT AND GO WEST ON HIGHWAY 12 FOR 0.20 MI (0.32
 NM0916'KM) TO THE JUNCTION WITH A COUNTY ROAD.  TURN LEFT AND GO SOUTHERLY ON
 NM0916'A WINDING GRAVELED ROAD FOR 2.55 MI (4.10 KM) TO THE MARK ON THE
 NM0916'RIGHT. THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS
 NM0916'ABOUT 0.13 M (0.43 FT) ABOVE THE GROUND SURFACE AND IS 14.1 M (46.3
 NM0916'FT) WEST FROM THE CENTERLINE OF THE ROAD, 27.540 M (90.354 FT) NORTH
 NM0916'FROM THE CENTER OF THE TOP OF A TELEPHONE CABLE JUNCTION BOX, 6.475 M
 NM0916'(21.243 FT) NORTHEAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE
 NM0916'POST, 5.190 M (17.028 FT) SOUTHWEST FROM A NAIL AND WASHER IN THE TOP
 NM0916'OF A FENCE CORNER POST AND 0.250 M (0.820 FT) SOUTH FROM A WITNESS
 NM0916'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0882 ***********************************************************************
 NM0882  DESIGNATION -  M 276
 NM0882  PID         -  NM0882
 NM0882  STATE/COUNTY-  NE/DIXON
 NM0882  COUNTRY     -  US
 NM0882  USGS QUAD   -  BURBANK (2017)
 NM0882
 NM0882                         *CURRENT SURVEY CONTROL
 NM0882  ______________________________________________________________________
 NM0882* NAD 83(1986) POSITION- 42 41 32.     (N) 096 50 06.     (W)   SCALED
 NM0882* NAVD 88 ORTHO HEIGHT -   350.561 (meters)     1150.13  (feet) ADJUSTED
 NM0882  ______________________________________________________________________
 NM0882  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 NM0882  DYNAMIC HEIGHT  -        350.456 (meters)     1149.79  (feet) COMP
 NM0882  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 NM0882
 NM0882  VERT ORDER      -  SECOND    CLASS 0
 NM0882
 NM0882.The horizontal coordinates were scaled from a map and have
 NM0882.an estimated accuracy of +/- 6 seconds.
 NM0882
 NM0882.The orthometric height was determined by differential leveling and
 NM0882.adjusted by the NATIONAL GEODETIC SURVEY
 NM0882.in June 1991.
 NM0882
 NM0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0882.GEOID18 height accuracy estimate available here.
 NM0882
 NM0882.Click photographs - Photos may exist for this station.
 NM0882
 NM0882.The dynamic height is computed by dividing the NAVD 88
 NM0882.geopotential number by the normal gravity value computed on the
 NM0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0882.degrees latitude (g = 980.6199 gals.).
 NM0882
 NM0882.The modeled gravity was interpolated from observed gravity values.
 NM0882
 NM0882;                    North         East    Units  Estimated Accuracy
 NM0882;SPC NE       -   322,180.      759,270.      MT  (+/- 180 meters Scaled)
 NM0882
 NM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN773289(NAD 83)
 NM0882
 NM0882                          SUPERSEDED SURVEY CONTROL
 NM0882
 NM0882  NGVD 29 (??/??/92)  350.376  (m)         1149.53   (f) ADJ UNCH    2 0
 NM0882
 NM0882.Superseded values are not recommended for survey control.
 NM0882
 NM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0882.See file dsdata.pdf to determine how the superseded data were derived.
 NM0882
 NM0882_MARKER: DB = BENCH MARK DISK
 NM0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0882_STAMPING: M 276 1949
 NM0882_MARK LOGO: CGS
 NM0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0882+STABILITY: SURFACE MOTION
 NM0882
 NM0882  HISTORY     - Date     Condition        Report By
 NM0882  HISTORY     - 1949     MONUMENTED       CGS
 NM0882  HISTORY     - 1962     GOOD             USGS
 NM0882
 NM0882                          STATION DESCRIPTION
 NM0882
 NM0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0882'4.2 MI N FROM NEWCASTLE.
 NM0882'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0882'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 1.15 MILES
 NM0882'EAST ALONG A GRADED DIRT ROAD, AT A VACANT FARM HOUSE, 135.0
 NM0882'FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 NM0882'OF THE HOUSE, 16.1 FEET NORTH OF AN EAST-WEST ROAD, 27.0 FEET
 NM0882'NORTH OF A 20-INCH ELM WITH A TRIANGULAR BLAZE ON THE SOUTHSIDE
 NM0882'OF THE TREE, 14.8 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD
 NM0882'LEADING NORTH, 37 FEET EAST OF THE CENTERLINE OF A T-ROAD LEADING
 NM0882'SOUTH, 1.4 FEET WEST OF A REFERENCE POST AND SET IN THE TOP OF
 NM0882'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 NM0882
 NM0882                          STATION RECOVERY (1962)
 NM0882
 NM0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0156 ***********************************************************************
 LG0156  DESIGNATION -  M 277
 LG0156  PID         -  LG0156
 LG0156  STATE/COUNTY-  NE/CASS
 LG0156  COUNTRY     -  US
 LG0156  USGS QUAD   -  AVOCA (2017)
 LG0156
 LG0156                         *CURRENT SURVEY CONTROL
 LG0156  ______________________________________________________________________
 LG0156* NAD 83(1986) POSITION- 40 50 43.     (N) 096 02 39.     (W)   SCALED
 LG0156* NAVD 88 ORTHO HEIGHT -   312.184 (meters)     1024.22  (feet) ADJUSTED
 LG0156  ______________________________________________________________________
 LG0156  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 LG0156  DYNAMIC HEIGHT  -        312.048 (meters)     1023.78  (feet) COMP
 LG0156  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 LG0156
 LG0156  VERT ORDER      -  SECOND    CLASS 0
 LG0156
 LG0156.The horizontal coordinates were scaled from a map and have
 LG0156.an estimated accuracy of +/- 6 seconds.
 LG0156
 LG0156.The orthometric height was determined by differential leveling and
 LG0156.adjusted by the NATIONAL GEODETIC SURVEY
 LG0156.in June 1991.
 LG0156
 LG0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0156.GEOID18 height accuracy estimate available here.
 LG0156
 LG0156.Click photographs - Photos may exist for this station.
 LG0156
 LG0156.The dynamic height is computed by dividing the NAVD 88
 LG0156.geopotential number by the normal gravity value computed on the
 LG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0156.degrees latitude (g = 980.6199 gals.).
 LG0156
 LG0156.The modeled gravity was interpolated from observed gravity values.
 LG0156
 LG0156;                    North         East    Units  Estimated Accuracy
 LG0156;SPC NE       -   119,980.      833,390.      MT  (+/- 180 meters Scaled)
 LG0156
 LG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL491257(NAD 83)
 LG0156
 LG0156                          SUPERSEDED SURVEY CONTROL
 LG0156
 LG0156  NGVD 29 (??/??/92)  312.092  (m)         1023.92   (f) ADJ UNCH    2 0
 LG0156
 LG0156.Superseded values are not recommended for survey control.
 LG0156
 LG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0156.See file dsdata.pdf to determine how the superseded data were derived.
 LG0156
 LG0156_MARKER: DB = BENCH MARK DISK
 LG0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0156_STAMPING: M 277 1950
 LG0156_MARK LOGO: CGS
 LG0156_PROJECTION: PROJECTING 15 CENTIMETERS
 LG0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0156+STABILITY: SURFACE MOTION
 LG0156
 LG0156  HISTORY     - Date     Condition        Report By
 LG0156  HISTORY     - 1950     MONUMENTED       CGS
 LG0156
 LG0156                          STATION DESCRIPTION
 LG0156
 LG0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0156'3 MI NW FROM NEHAWKA.
 LG0156'3.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0156'STATION AT NEHAWKA, AT A PRIVATE ROAD CROSSING, 10 RAILS EAST
 LG0156'OF BRIDGE 42, 67 FEET SOUTH OF THE FIRST POLE WEST OF
 LG0156'MILEPOST 454-20, 44 FEET SOUTH OF THE SOUTH RAIL, 48 FEET EAST
 LG0156'OF THE CENTER OF A GATE, 1 FOOT NORTH OF A FENCE, 2 FEET EAST
 LG0156'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0156'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0466 ***********************************************************************
 NM0466  DESIGNATION -  M 278
 NM0466  PID         -  NM0466
 NM0466  STATE/COUNTY-  NE/DAKOTA
 NM0466  COUNTRY     -  US
 NM0466  USGS QUAD   -  HOMER (2017)
 NM0466
 NM0466                         *CURRENT SURVEY CONTROL
 NM0466  ______________________________________________________________________
 NM0466* NAD 83(1986) POSITION- 42 18 28.     (N) 096 27 08.     (W)   SCALED
 NM0466* NAVD 88 ORTHO HEIGHT -   336.367 (meters)     1103.56  (feet) ADJUSTED
 NM0466  ______________________________________________________________________
 NM0466  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 NM0466  DYNAMIC HEIGHT  -        336.256 (meters)     1103.20  (feet) COMP
 NM0466  MODELED GRAVITY -    980,283.9   (mgal)                       NAVD 88
 NM0466
 NM0466  VERT ORDER      -  SECOND    CLASS 0
 NM0466
 NM0466.The horizontal coordinates were scaled from a map and have
 NM0466.an estimated accuracy of +/- 6 seconds.
 NM0466
 NM0466.The orthometric height was determined by differential leveling and
 NM0466.adjusted by the NATIONAL GEODETIC SURVEY
 NM0466.in June 1991.
 NM0466
 NM0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0466.GEOID18 height accuracy estimate available here.
 NM0466
 NM0466.Click photographs - Photos may exist for this station.
 NM0466
 NM0466.The dynamic height is computed by dividing the NAVD 88
 NM0466.geopotential number by the normal gravity value computed on the
 NM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0466.degrees latitude (g = 980.6199 gals.).
 NM0466
 NM0466.The modeled gravity was interpolated from observed gravity values.
 NM0466
 NM0466;                    North         East    Units  Estimated Accuracy
 NM0466;SPC NE       -   280,740.      792,360.      MT  (+/- 180 meters Scaled)
 NM0466
 NM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099870(NAD 83)
 NM0466
 NM0466                          SUPERSEDED SURVEY CONTROL
 NM0466
 NM0466  NGVD 29 (??/??/92)  336.209  (m)         1103.05   (f) ADJ UNCH    2 0
 NM0466
 NM0466.Superseded values are not recommended for survey control.
 NM0466
 NM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0466.See file dsdata.pdf to determine how the superseded data were derived.
 NM0466
 NM0466_MARKER: DB = BENCH MARK DISK
 NM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0466_STAMPING: M 278 1949
 NM0466_MARK LOGO: CGS
 NM0466_PROJECTION: FLUSH
 NM0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0466+STABILITY: SURFACE MOTION
 NM0466
 NM0466  HISTORY     - Date     Condition        Report By
 NM0466  HISTORY     - 1949     MONUMENTED       CGS
 NM0466  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0466
 NM0466                          STATION DESCRIPTION
 NM0466
 NM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0466'2.1 MI E FROM HOMER.
 NM0466'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0466'THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM0466'OF JOHN O. DOYLE, 140 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 NM0466'ROAD, 50.0 FEET EAST AND 18.0 FEET NORTH OF THE SOUTHEAST
 NM0466'CORNER OF THE HOUSE, 14.5 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NM0466'OF THE GARAGE, 4.0 FEET EAST OF A POWER TRANSMISSION LINE POLE,
 NM0466'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST WHICH IS FLUSH
 NM0466'WITH THE SURFACE OF THE GROUND.
 NM0466
 NM0466                          STATION RECOVERY (2020)
 NM0466
 NM0466'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0466'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0386 ***********************************************************************
 LH0386  DESIGNATION -  M 279
 LH0386  PID         -  LH0386
 LH0386  STATE/COUNTY-  NE/HALL
 LH0386  COUNTRY     -  US
 LH0386  USGS QUAD   -  WOOD RIVER (2017)
 LH0386
 LH0386                         *CURRENT SURVEY CONTROL
 LH0386  ______________________________________________________________________
 LH0386* NAD 83(1986) POSITION- 40 50 38.6    (N) 098 31 28.4    (W)   HD_HELD2
 LH0386* NAVD 88 ORTHO HEIGHT -   592.423 (meters)     1943.64  (feet) ADJUSTED
 LH0386  ______________________________________________________________________
 LH0386  GEOID HEIGHT    -        -24.859 (meters)                     GEOID18
 LH0386  DYNAMIC HEIGHT  -        592.106 (meters)     1942.60  (feet) COMP
 LH0386  MODELED GRAVITY -    980,069.7   (mgal)                       NAVD 88
 LH0386
 LH0386  VERT ORDER      -  FIRST     CLASS II
 LH0386
 LH0386.The horizontal coordinates were established by autonomous hand held GPS
 LH0386.observations and have an estimated accuracy of +/- 10 meters.
 LH0386
 LH0386.The orthometric height was determined by differential leveling and
 LH0386.adjusted by the NATIONAL GEODETIC SURVEY
 LH0386.in May 1993.
 LH0386
 LH0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0386.GEOID18 height accuracy estimate available here.
 LH0386
 LH0386.Click photographs - Photos may exist for this station.
 LH0386
 LH0386.The dynamic height is computed by dividing the NAVD 88
 LH0386.geopotential number by the normal gravity value computed on the
 LH0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0386.degrees latitude (g = 980.6199 gals.).
 LH0386
 LH0386.The modeled gravity was interpolated from observed gravity values.
 LH0386
 LH0386;                    North         East    Units  Estimated Accuracy
 LH0386;SPC NE       -   113,279.      624,389.      MT  (+/- 10 meters HH2 GPS)
 LH0386
 LH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4007921554(NAD 83)
 LH0386
 LH0386                          SUPERSEDED SURVEY CONTROL
 LH0386
 LH0386  NAVD 88 (06/15/91)  592.432  (m)         1943.67   (f) SUPERSEDED  1 2
 LH0386  NGVD 29 (02/14/92)  592.174  (m)         1942.82   (f) ADJUSTED    1 2
 LH0386  NGVD 29 (??/??/87)  592.182  (m)         1942.85   (f) SUPERSEDED  1 2
 LH0386
 LH0386.Superseded values are not recommended for survey control.
 LH0386
 LH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0386.See file dsdata.pdf to determine how the superseded data were derived.
 LH0386
 LH0386_MARKER: DB = BENCH MARK DISK
 LH0386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0386_SP_SET: ABUTMENT
 LH0386_STAMPING: M 279 1949
 LH0386_MARK LOGO: CGS
 LH0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0386+STABILITY: SURFACE MOTION
 LH0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0386+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 LH0386
 LH0386  HISTORY     - Date     Condition        Report By
 LH0386  HISTORY     - 1949     MONUMENTED       CGS
 LH0386  HISTORY     - 19910924 GOOD             NGS
 LH0386  HISTORY     - 20120806 GOOD             INDIV
 LH0386
 LH0386                          STATION DESCRIPTION
 LH0386
 LH0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0386'3.5 MI SW FROM ALDA.
 LH0386'3.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0386'STATION AT ALDA, SET IN THE SOUTHEAST END OF THE SOUTHWEST
 LH0386'ABUTMENT OF BRIDGE 158.00 OVER WOOD RIVER, 30 FEET NORTHEAST
 LH0386'OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE,
 LH0386'4.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET
 LH0386'OF TRACKS, 2.0 FEET WEST OF THE SOUTHWEST END OF THE SOUTHEAST
 LH0386'STEEL GIRDER OF THE BRIDGE, AND 1.5 FEET BELOW THE TOP OF THE
 LH0386'RAIL.
 LH0386
 LH0386                          STATION RECOVERY (1991)
 LH0386
 LH0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0386'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0386'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 0.3 M (1.0 FT) NORTHWEST OF THE
 LH0386'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE UNION PACIFIC
 LH0386'RAILROAD BRIDGE NUMBER 158.00 SPANNING WOOD RIVER, 44.7 M (146.7 FT)
 LH0386'SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) SOUTHEAST OF THE
 LH0386'NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
 LH0386
 LH0386                          STATION RECOVERY (2012)
 LH0386
 LH0386'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LH0386'RESET BENCH ON EASTSIDE OF HWY 30 BRIDGE NO.303.99, 23.0 FEET NORTH OF
 LH0386'CENTERLINE HWY 30 PLACED BRASS DISK CONCRETE BRIDGE RAIL, 0.75 FT.NNW
 LH0386'TO CARSONITE WITNESS, 5.80 FT. NE TO NAIL TOP GUARD POST.
 LH0386'3.5 MILES WSW OF ALDA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0153 ***********************************************************************
 LJ0153  DESIGNATION -  M 28
 LJ0153  PID         -  LJ0153
 LJ0153  STATE/COUNTY-  NE/LINCOLN
 LJ0153  COUNTRY     -  US
 LJ0153  USGS QUAD   -  WELLFLEET NW (2017)
 LJ0153
 LJ0153                         *CURRENT SURVEY CONTROL
 LJ0153  ______________________________________________________________________
 LJ0153* NAD 83(1986) POSITION- 40 57 13.     (N) 100 41 49.     (W)   SCALED
 LJ0153* NAVD 88 ORTHO HEIGHT -   922.755 (meters)     3027.41  (feet) ADJUSTED
 LJ0153  ______________________________________________________________________
 LJ0153  GEOID HEIGHT    -        -22.596 (meters)                     GEOID18
 LJ0153  DYNAMIC HEIGHT  -        922.179 (meters)     3025.52  (feet) COMP
 LJ0153  MODELED GRAVITY -    979,969.1   (mgal)                       NAVD 88
 LJ0153
 LJ0153  VERT ORDER      -  SECOND    CLASS 0
 LJ0153
 LJ0153.The horizontal coordinates were scaled from a map and have
 LJ0153.an estimated accuracy of +/- 6 seconds.
 LJ0153
 LJ0153.The orthometric height was determined by differential leveling and
 LJ0153.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0153.in June 1994.
 LJ0153
 LJ0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0153.GEOID18 height accuracy estimate available here.
 LJ0153
 LJ0153.Click photographs - Photos may exist for this station.
 LJ0153
 LJ0153.The dynamic height is computed by dividing the NAVD 88
 LJ0153.geopotential number by the normal gravity value computed on the
 LJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0153.degrees latitude (g = 980.6199 gals.).
 LJ0153
 LJ0153.The modeled gravity was interpolated from observed gravity values.
 LJ0153
 LJ0153;                    North         East    Units  Estimated Accuracy
 LJ0153;SPC NE       -   124,620.      441,340.      MT  (+/- 180 meters Scaled)
 LJ0153
 LJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL571349(NAD 83)
 LJ0153
 LJ0153                          SUPERSEDED SURVEY CONTROL
 LJ0153
 LJ0153  NAVD 88 (06/15/91)  922.750  (m)         3027.39   (f) SUPERSEDED  2 0
 LJ0153  NGVD 29 (??/??/92)  922.370  (m)         3026.14   (f) ADJ UNCH    2 0
 LJ0153
 LJ0153.Superseded values are not recommended for survey control.
 LJ0153
 LJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0153.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0153
 LJ0153_MARKER: DB = BENCH MARK DISK
 LJ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0153_STAMPING: M 28 1934
 LJ0153_MARK LOGO: CGS
 LJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0153+STABILITY: SURFACE MOTION
 LJ0153
 LJ0153  HISTORY     - Date     Condition        Report By
 LJ0153  HISTORY     - 1934     MONUMENTED       CGS
 LJ0153  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0153
 LJ0153                          STATION DESCRIPTION
 LJ0153
 LJ0153'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0153'16.4 MI S FROM NORTH PLATTE.
 LJ0153'16.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 LJ0153'COUNTY, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 LJ0153'EAST OF THE RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF A CROSS FENCE.
 LJ0153'A STANDARD DISK, STAMPED M 28 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0153'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0821 ***********************************************************************
 MK0821  DESIGNATION -  M 280
 MK0821  PID         -  MK0821
 MK0821  STATE/COUNTY-  NE/SARPY
 MK0821  COUNTRY     -  US
 MK0821  USGS QUAD   -  CEDAR CREEK (2017)
 MK0821
 MK0821                         *CURRENT SURVEY CONTROL
 MK0821  ______________________________________________________________________
 MK0821* NAD 83(1986) POSITION- 41 06 12.     (N) 096 05 18.     (W)   SCALED
 MK0821* NAVD 88 ORTHO HEIGHT -   350.239 (meters)     1149.08  (feet) ADJUSTED
 MK0821  ______________________________________________________________________
 MK0821  GEOID HEIGHT    -        -26.794 (meters)                     GEOID18
 MK0821  DYNAMIC HEIGHT  -        350.095 (meters)     1148.60  (feet) COMP
 MK0821  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 MK0821
 MK0821  VERT ORDER      -  SECOND    CLASS 0
 MK0821
 MK0821.The horizontal coordinates were scaled from a map and have
 MK0821.an estimated accuracy of +/- 6 seconds.
 MK0821
 MK0821.The orthometric height was determined by differential leveling and
 MK0821.adjusted by the NATIONAL GEODETIC SURVEY
 MK0821.in June 1991.
 MK0821
 MK0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0821.GEOID18 height accuracy estimate available here.
 MK0821
 MK0821.Click photographs - Photos may exist for this station.
 MK0821
 MK0821.The dynamic height is computed by dividing the NAVD 88
 MK0821.geopotential number by the normal gravity value computed on the
 MK0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0821.degrees latitude (g = 980.6199 gals.).
 MK0821
 MK0821.The modeled gravity was interpolated from observed gravity values.
 MK0821
 MK0821;                    North         East    Units  Estimated Accuracy
 MK0821;SPC NE       -   148,430.      828,380.      MT  (+/- 180 meters Scaled)
 MK0821
 MK0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL445543(NAD 83)
 MK0821
 MK0821                          SUPERSEDED SURVEY CONTROL
 MK0821
 MK0821  NGVD 29 (??/??/92)  350.135  (m)         1148.73   (f) ADJ UNCH    2 0
 MK0821
 MK0821.Superseded values are not recommended for survey control.
 MK0821
 MK0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0821.See file dsdata.pdf to determine how the superseded data were derived.
 MK0821
 MK0821_MARKER: DB = BENCH MARK DISK
 MK0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0821_SP_SET: BRIDGE ABUTMENT
 MK0821_STAMPING: M 280 1950
 MK0821_MARK LOGO: CGS
 MK0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0821
 MK0821  HISTORY     - Date     Condition        Report By
 MK0821  HISTORY     - 1950     MONUMENTED       CGS
 MK0821
 MK0821                          STATION DESCRIPTION
 MK0821
 MK0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0821'1 MI SW FROM RICHFIELD.
 MK0821'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0821'RICHFIELD, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, 19 FEET
 MK0821'NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 MK0821'SOUTHWEST FACE OF THE NORTHEAST ABUTMENT OF MISSOURI PACIFIC
 MK0821'RAILROAD BRIDGE 5189, 9.1 FEET SOUTHEAST OF THE NORTHWEST END OF
 MK0821'THE ABUTMENT, 14.5 FEET BELOW THE TOP OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0409 ***********************************************************************
 ML0409  DESIGNATION -  M 281
 ML0409  PID         -  ML0409
 ML0409  STATE/COUNTY-  NE/HOWARD
 ML0409  COUNTRY     -  US
 ML0409  USGS QUAD   -  FARWELL (2017)
 ML0409
 ML0409                         *CURRENT SURVEY CONTROL
 ML0409  ______________________________________________________________________
 ML0409* NAD 83(1986) POSITION- 41 09 45.     (N) 098 43 44.     (W)   SCALED
 ML0409* NAVD 88 ORTHO HEIGHT -   641.063 (meters)     2103.22  (feet) ADJUSTED
 ML0409  ______________________________________________________________________
 ML0409  GEOID HEIGHT    -        -24.289 (meters)                     GEOID18
 ML0409  DYNAMIC HEIGHT  -        640.736 (meters)     2102.15  (feet) COMP
 ML0409  MODELED GRAVITY -    980,092.5   (mgal)                       NAVD 88
 ML0409
 ML0409  VERT ORDER      -  SECOND    CLASS 0
 ML0409
 ML0409.The horizontal coordinates were scaled from a map and have
 ML0409.an estimated accuracy of +/- 6 seconds.
 ML0409
 ML0409.The orthometric height was determined by differential leveling and
 ML0409.adjusted by the NATIONAL GEODETIC SURVEY
 ML0409.in June 1991.
 ML0409
 ML0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0409.GEOID18 height accuracy estimate available here.
 ML0409
 ML0409.Click photographs - Photos may exist for this station.
 ML0409
 ML0409.The dynamic height is computed by dividing the NAVD 88
 ML0409.geopotential number by the normal gravity value computed on the
 ML0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0409.degrees latitude (g = 980.6199 gals.).
 ML0409
 ML0409.The modeled gravity was interpolated from observed gravity values.
 ML0409
 ML0409;                    North         East    Units  Estimated Accuracy
 ML0409;SPC NE       -   148,360.      606,640.      MT  (+/- 180 meters Scaled)
 ML0409
 ML0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227568(NAD 83)
 ML0409
 ML0409                          SUPERSEDED SURVEY CONTROL
 ML0409
 ML0409  NGVD 29 (??/??/92)  640.819  (m)         2102.42   (f) ADJ UNCH    2 0
 ML0409
 ML0409.Superseded values are not recommended for survey control.
 ML0409
 ML0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0409.See file dsdata.pdf to determine how the superseded data were derived.
 ML0409
 ML0409_MARKER: DB = BENCH MARK DISK
 ML0409_SETTING: 0 = UNSPECIFIED SETTING
 ML0409_STAMPING: M 281 1949
 ML0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0409
 ML0409  HISTORY     - Date     Condition        Report By
 ML0409  HISTORY     - 1949     MONUMENTED       CGS
 ML0409  HISTORY     - 1966     GOOD             CGS
 ML0409
 ML0409                          STATION DESCRIPTION
 ML0409
 ML0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 ML0409'6.6 MI NW FROM BOELUS.
 ML0409'THE BENCH MARK IS 83 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 ML0409'ROAD, 50 FEET WEST OF A POWER-LINE POLE, 31 FEET SOUTH OF THE
 ML0409'CENTERLINE OF THE EAST-WEST ROAD AND 1 FOOT EAST-SOUTHEAST OF A
 ML0409'METAL WITNESS POST.  NOTE-- IT HAD BEEN USED FOR THE AZIMUTH
 ML0409'MARK FOR STATION BOELUS BUT THE TRIANGULATION STATION HAS
 ML0409'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0422 ***********************************************************************
 ML0422  DESIGNATION -  M 282
 ML0422  PID         -  ML0422
 ML0422  STATE/COUNTY-  NE/HOWARD
 ML0422  COUNTRY     -  US
 ML0422  USGS QUAD   -  NYSTED (2017)
 ML0422
 ML0422                         *CURRENT SURVEY CONTROL
 ML0422  ______________________________________________________________________
 ML0422* NAD 83(1986) POSITION- 41 08 56.     (N) 098 31 08.     (W)   SCALED
 ML0422* NAVD 88 ORTHO HEIGHT -   566.122 (meters)     1857.35  (feet) ADJUSTED
 ML0422  ______________________________________________________________________
 ML0422  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 ML0422  DYNAMIC HEIGHT  -        565.833 (meters)     1856.40  (feet) COMP
 ML0422  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 ML0422
 ML0422  VERT ORDER      -  SECOND    CLASS 0
 ML0422
 ML0422.The horizontal coordinates were scaled from a map and have
 ML0422.an estimated accuracy of +/- 6 seconds.
 ML0422
 ML0422.The orthometric height was determined by differential leveling and
 ML0422.adjusted by the NATIONAL GEODETIC SURVEY
 ML0422.in June 1991.
 ML0422
 ML0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0422.GEOID18 height accuracy estimate available here.
 ML0422
 ML0422.Click photographs - Photos may exist for this station.
 ML0422
 ML0422.The dynamic height is computed by dividing the NAVD 88
 ML0422.geopotential number by the normal gravity value computed on the
 ML0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0422.degrees latitude (g = 980.6199 gals.).
 ML0422
 ML0422.The modeled gravity was interpolated from observed gravity values.
 ML0422
 ML0422;                    North         East    Units  Estimated Accuracy
 ML0422;SPC NE       -   147,130.      624,290.      MT  (+/- 180 meters Scaled)
 ML0422
 ML0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL403553(NAD 83)
 ML0422
 ML0422                          SUPERSEDED SURVEY CONTROL
 ML0422
 ML0422  NGVD 29 (??/??/92)  565.876  (m)         1856.54   (f) ADJ UNCH    2 0
 ML0422
 ML0422.Superseded values are not recommended for survey control.
 ML0422
 ML0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0422.See file dsdata.pdf to determine how the superseded data were derived.
 ML0422
 ML0422_MARKER: DB = BENCH MARK DISK
 ML0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0422_STAMPING: M 282 1949
 ML0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0422+STABILITY: SURFACE MOTION
 ML0422
 ML0422  HISTORY     - Date     Condition        Report By
 ML0422  HISTORY     - 1949     MONUMENTED       CGS
 ML0422
 ML0422                          STATION DESCRIPTION
 ML0422
 ML0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0422'2.8 MI NE FROM DANNEBROG.
 ML0422'2.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0422'STATION AT DANNEBROG, THENCE 0.6 MILE NORTH ALONG A COUNTY ROAD,
 ML0422'AT THE NORTHEAST CORNER OF SECTION 36, T. 14 N., R. 11 W., IN
 ML0422'THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, AT THE
 ML0422'NORTHEAST CORNER OF A WOODED AREA, 71 FEET WEST OF THE CENTER
 ML0422'LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE
 ML0422'OF THE EAST-WEST ROAD, 1.4 FEET EAST OF A REFERENCE POST, SET
 ML0422'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0422'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0428 ***********************************************************************
 LH0428  DESIGNATION -  M 284
 LH0428  PID         -  LH0428
 LH0428  STATE/COUNTY-  NE/HALL
 LH0428  COUNTRY     -  US
 LH0428  USGS QUAD   -  SHELTON NE (2017)
 LH0428
 LH0428                         *CURRENT SURVEY CONTROL
 LH0428  ______________________________________________________________________
 LH0428* NAD 83(1986) POSITION- 40 59 21.45   (N) 098 33 00.81   (W)   HD_HELD1
 LH0428* NAVD 88 ORTHO HEIGHT -   585.456 (meters)     1920.78  (feet) ADJUSTED
 LH0428  ______________________________________________________________________
 LH0428  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 LH0428  DYNAMIC HEIGHT  -        585.154 (meters)     1919.79  (feet) COMP
 LH0428  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LH0428
 LH0428  VERT ORDER      -  SECOND    CLASS 0
 LH0428
 LH0428.The horizontal coordinates were determined by differentially corrected
 LH0428.hand held GPS observations or other comparable positioning techniques
 LH0428.and have an estimated accuracy of +/- 3 meters.
 LH0428
 LH0428.The orthometric height was determined by differential leveling and
 LH0428.adjusted by the NATIONAL GEODETIC SURVEY
 LH0428.in June 1991.
 LH0428
 LH0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0428.GEOID18 height accuracy estimate available here.
 LH0428
 LH0428.Click photographs - Photos may exist for this station.
 LH0428
 LH0428.The dynamic height is computed by dividing the NAVD 88
 LH0428.geopotential number by the normal gravity value computed on the
 LH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0428.degrees latitude (g = 980.6199 gals.).
 LH0428
 LH0428.The modeled gravity was interpolated from observed gravity values.
 LH0428
 LH0428;                    North         East    Units  Estimated Accuracy
 LH0428;SPC NE       -   129,364.6     621,954.4     MT  (+/- 3 meters HH1 GPS) 
 LH0428
 LH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3783237665(NAD 83)
 LH0428
 LH0428                          SUPERSEDED SURVEY CONTROL
 LH0428
 LH0428  NGVD 29 (??/??/92)  585.218  (m)         1920.00   (f) ADJ UNCH    2 0
 LH0428
 LH0428.Superseded values are not recommended for survey control.
 LH0428
 LH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0428.See file dsdata.pdf to determine how the superseded data were derived.
 LH0428
 LH0428_MARKER: DB = BENCH MARK DISK
 LH0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0428_STAMPING: M 284 1949
 LH0428_MARK LOGO: CGS
 LH0428_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0428+STABILITY: SURFACE MOTION
 LH0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0428+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 LH0428
 LH0428  HISTORY     - Date     Condition        Report By
 LH0428  HISTORY     - 1949     MONUMENTED       CGS
 LH0428  HISTORY     - 20090910 GOOD             INDIV
 LH0428  HISTORY     - 20190923 GOOD             NE-109
 LH0428
 LH0428                          STATION DESCRIPTION
 LH0428
 LH0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0428'3 MI E FROM CAIRO.
 LH0428'3.0 MILES EAST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 LH0428'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 LH0428'NORTHWEST CORNER OF SECTION 27, T. 12 N., R 11 W., 165 FEET
 LH0428'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF THE
 LH0428'CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET SOUTH OF THE CENTER
 LH0428'LINE OF THE EAST-WEST ROAD, 2.4 FEET SOUTH OF A CORNER FENCE
 LH0428'POST, 0.8 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE
 LH0428'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0428'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0428
 LH0428                          STATION RECOVERY (2009)
 LH0428
 LH0428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JLB)
 LH0428'FOUND MONUMENT IN EXCELLENT SHAPE, LOCATED ON THE APPROXIMATE
 LH0428'RIGHT-OF-WAY JUST SOUTHEAST OF INTERSECTION 110TH ROAD AND WHITE CLOUD
 LH0428'ROAD.
 LH0428
 LH0428                          STATION RECOVERY (2019)
 LH0428
 LH0428'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0428'FOUND MONUMENT IN GOOD CONDITION, 35 FT (10.7 M) EAST OF THE
 LH0428'CENTERLINE OF 110TH ROAD, 33 FT (10.1 M) SOUTH OF THE CENTERLINE OF
 LH0428'WHITE CLOUD ROAD, 1.8 FT (0.5 M) NORTH OF REFERENCE POST, 3.0 FT (0.9
 LH0428'M) SOUTH OF A CONCRETE HIGHWAY ROW MARKER AND PROJECTING 0.3 FT (9 CM)
 LH0428'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0409 ***********************************************************************
 LH0409  DESIGNATION -  M 285
 LH0409  PID         -  LH0409
 LH0409  STATE/COUNTY-  NE/BUFFALO
 LH0409  COUNTRY     -  US
 LH0409  USGS QUAD   -  CAMERON (2017)
 LH0409
 LH0409                         *CURRENT SURVEY CONTROL
 LH0409  ______________________________________________________________________
 LH0409* NAD 83(1986) POSITION- 40 59 50.     (N) 098 44 26.     (W)   SCALED
 LH0409* NAVD 88 ORTHO HEIGHT -   606.811 (meters)     1990.85  (feet) ADJUSTED
 LH0409  ______________________________________________________________________
 LH0409  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 LH0409  DYNAMIC HEIGHT  -        606.491 (meters)     1989.80  (feet) COMP
 LH0409  MODELED GRAVITY -    980,076.3   (mgal)                       NAVD 88
 LH0409
 LH0409  VERT ORDER      -  FIRST     CLASS II
 LH0409
 LH0409.The horizontal coordinates were scaled from a map and have
 LH0409.an estimated accuracy of +/- 6 seconds.
 LH0409
 LH0409.The orthometric height was determined by differential leveling and
 LH0409.adjusted by the NATIONAL GEODETIC SURVEY
 LH0409.in June 1991.
 LH0409
 LH0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0409.GEOID18 height accuracy estimate available here.
 LH0409
 LH0409.Click photographs - Photos may exist for this station.
 LH0409
 LH0409.The dynamic height is computed by dividing the NAVD 88
 LH0409.geopotential number by the normal gravity value computed on the
 LH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0409.degrees latitude (g = 980.6199 gals.).
 LH0409
 LH0409.The modeled gravity was interpolated from observed gravity values.
 LH0409
 LH0409;                    North         East    Units  Estimated Accuracy
 LH0409;SPC NE       -   129,990.      605,930.      MT  (+/- 180 meters Scaled)
 LH0409
 LH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218384(NAD 83)
 LH0409
 LH0409                          SUPERSEDED SURVEY CONTROL
 LH0409
 LH0409  NGVD 29 (??/??/92)  606.565  (m)         1990.04   (f) ADJ UNCH    1 2
 LH0409
 LH0409.Superseded values are not recommended for survey control.
 LH0409
 LH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0409.See file dsdata.pdf to determine how the superseded data were derived.
 LH0409
 LH0409_MARKER: DB = BENCH MARK DISK
 LH0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0409_STAMPING: M 285 1949
 LH0409_MARK LOGO: CGS
 LH0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0409+STABILITY: SURFACE MOTION
 LH0409
 LH0409  HISTORY     - Date     Condition        Report By
 LH0409  HISTORY     - 1949     MONUMENTED       CGS
 LH0409
 LH0409                          STATION DESCRIPTION
 LH0409
 LH0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0409'3.1 MI S FROM ST MICHAEL.
 LH0409'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0409'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0409'THENCE 0.7 MILE SOUTHWEST ALONG A COUNTY ROAD, ON THE OUTSIDE
 LH0409'OF A CURVE WITH TANGENTS LEADING SOUTH AND NORTHEAST, 56 FEET
 LH0409'NORTHEAST OF THE CENTER LINE OF A GATE, 40 FEET NORTHWEST OF
 LH0409'THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF A FENCE, 1.8 FEET
 LH0409'NORTHWEST OF A 3-WAY CORNER FENCE POST, 1.4 FEET NORTHEAST OF
 LH0409'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0409'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1424 ***********************************************************************
 LH1424  DESIGNATION -  M 286 RESET
 LH1424  PID         -  LH1424
 LH1424  STATE/COUNTY-  NE/HALL
 LH1424  COUNTRY     -  US
 LH1424  USGS QUAD   -  ALDA (2017)
 LH1424
 LH1424                         *CURRENT SURVEY CONTROL
 LH1424  ______________________________________________________________________
 LH1424* NAD 83(1986) POSITION- 40 46 49.99   (N) 098 29 33.13   (W)   HD_HELD1
 LH1424* NAVD 88 ORTHO HEIGHT -   587.84  (meters)     1928.6   (feet) RESET
 LH1424  ______________________________________________________________________
 LH1424  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 LH1424  VERT ORDER      -  THIRD
 LH1424
 LH1424.The horizontal coordinates were determined by differentially corrected
 LH1424.hand held GPS observations or other comparable positioning techniques
 LH1424.and have an estimated accuracy of +/- 3 meters.
 LH1424
 LH1424.The orthometric height was computed from unverified reset data.
 LH1424
 LH1424.No vertical observational check was made to the station.
 LH1424
 LH1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1424.GEOID18 height accuracy estimate available here.
 LH1424
 LH1424.Click photographs - Photos may exist for this station.
 LH1424
 LH1424;                    North         East    Units  Estimated Accuracy
 LH1424;SPC NE       -   106,276.9     627,210.7     MT  (+/- 3 meters HH1 GPS) 
 LH1424
 LH1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4281914520(NAD 83)
 LH1424
 LH1424                          SUPERSEDED SURVEY CONTROL
 LH1424
 LH1424  NGVD 29 (01/31/13)  587.59   (m)         1927.8    (f) RESET       3  
 LH1424
 LH1424.Superseded values are not recommended for survey control.
 LH1424
 LH1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1424.See file dsdata.pdf to determine how the superseded data were derived.
 LH1424
 LH1424_MARKER: DV = VERTICAL CONTROL DISK
 LH1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH1424_SP_SET: BRIDGE WING
 LH1424_STAMPING: M 286 RESET 1987
 LH1424_MARK LOGO: NGS
 LH1424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1424+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LH1424
 LH1424  HISTORY     - Date     Condition        Report By
 LH1424  HISTORY     - 1987     MONUMENTED       NEDR
 LH1424
 LH1424                          STATION DESCRIPTION
 LH1424
 LH1424'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LH1424'0.8 KM (0.50 MI) SOUTHWEST ON U.S. HIGHWAY 30, FROM THE OLD RAILROAD
 LH1424'DEPOT IN ALDA, TO A PAVED ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG
 LH1424'THE PAVED ROAD FOR 5.63 KM (3.50 MI) TO A CURVE WEST, CONTINUE WEST
 LH1424'ALONG THE PAVED ROAD FOR 1.61 KM (1.00 MI) TO A CURVE LEFT AND SOUTH,
 LH1424'CONTINUE SOUTH ALONG THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO THE
 LH1424'JUNCTION WITH INTERSTATE HIGHWAY 80, CONTINUE SOUTH ALONG THE PAVED
 LH1424'ROAD FOR 2.01 KM (1.25 MI)  TO THE MARK ON THE LEFT, SET INTO THE
 LH1424'SOUTHEAST WING OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0403 ***********************************************************************
 LH0403  DESIGNATION -  M 287
 LH0403  PID         -  LH0403
 LH0403  STATE/COUNTY-  NE/BUFFALO
 LH0403  COUNTRY     -  US
 LH0403  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0403
 LH0403                         *CURRENT SURVEY CONTROL
 LH0403  ______________________________________________________________________
 LH0403* NAD 83(1986) POSITION- 40 44 47.     (N) 098 51 19.     (W)   SCALED
 LH0403* NAVD 88 ORTHO HEIGHT -   630.037 (meters)     2067.05  (feet) ADJUSTED
 LH0403  ______________________________________________________________________
 LH0403  GEOID HEIGHT    -        -24.590 (meters)                     GEOID18
 LH0403  DYNAMIC HEIGHT  -        629.686 (meters)     2065.89  (feet) COMP
 LH0403  MODELED GRAVITY -    980,047.2   (mgal)                       NAVD 88
 LH0403
 LH0403  VERT ORDER      -  SECOND    CLASS 0
 LH0403
 LH0403.The horizontal coordinates were scaled from a map and have
 LH0403.an estimated accuracy of +/- 6 seconds.
 LH0403
 LH0403.The orthometric height was determined by differential leveling and
 LH0403.adjusted by the NATIONAL GEODETIC SURVEY
 LH0403.in June 1991.
 LH0403
 LH0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0403.GEOID18 height accuracy estimate available here.
 LH0403
 LH0403.Click photographs - Photos may exist for this station.
 LH0403
 LH0403.The dynamic height is computed by dividing the NAVD 88
 LH0403.geopotential number by the normal gravity value computed on the
 LH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0403.degrees latitude (g = 980.6199 gals.).
 LH0403
 LH0403.The modeled gravity was interpolated from observed gravity values.
 LH0403
 LH0403;                    North         East    Units  Estimated Accuracy
 LH0403;SPC NE       -   102,020.      596,650.      MT  (+/- 180 meters Scaled)
 LH0403
 LH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL122106(NAD 83)
 LH0403
 LH0403                          SUPERSEDED SURVEY CONTROL
 LH0403
 LH0403  NGVD 29 (??/??/92)  629.778  (m)         2066.20   (f) ADJ UNCH    2 0
 LH0403
 LH0403.Superseded values are not recommended for survey control.
 LH0403
 LH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0403.See file dsdata.pdf to determine how the superseded data were derived.
 LH0403
 LH0403_MARKER: DB = BENCH MARK DISK
 LH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0403_STAMPING: M 287 1949
 LH0403_MARK LOGO: CGS
 LH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0403+STABILITY: SURFACE MOTION
 LH0403
 LH0403  HISTORY     - Date     Condition        Report By
 LH0403  HISTORY     - 1949     MONUMENTED       CGS
 LH0403  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0403
 LH0403                          STATION DESCRIPTION
 LH0403
 LH0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0403'0.6 MI SW FROM GIBBON.
 LH0403'0.6 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0403'STATION AT GIBBON, 120 FEET WEST OF THE CENTER LINE OF A
 LH0403'NORTH-SOUTH ROAD, 91.0 FEET SOUTHWEST OF A FENCE CORNER POST,
 LH0403'46.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 LH0403'SET OF TRACKS, 1.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 LH0403'3.0 FEET NORTHEAST OF A REFERENCE POST, AND SET ON THE TOP OF
 LH0403'A 10-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND
 LH0403'AND WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING STEEL.
 LH0403
 LH0403                          STATION RECOVERY (1991)
 LH0403
 LH0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0403'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0503 ***********************************************************************
 LH0503  DESIGNATION -  M 288
 LH0503  PID         -  LH0503
 LH0503  STATE/COUNTY-  NE/KEARNEY
 LH0503  COUNTRY     -  US
 LH0503  USGS QUAD   -  KENESAW (2017)
 LH0503
 LH0503                         *CURRENT SURVEY CONTROL
 LH0503  ______________________________________________________________________
 LH0503* NAD 83(1986) POSITION- 40 35 49.     (N) 098 43 28.     (W)   SCALED
 LH0503* NAVD 88 ORTHO HEIGHT -   623.856 (meters)     2046.77  (feet) ADJUSTED
 LH0503  ______________________________________________________________________
 LH0503  GEOID HEIGHT    -        -24.982 (meters)                     GEOID18
 LH0503  DYNAMIC HEIGHT  -        623.502 (meters)     2045.61  (feet) COMP
 LH0503  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 LH0503
 LH0503  VERT ORDER      -  SECOND    CLASS 0
 LH0503
 LH0503.The horizontal coordinates were scaled from a map and have
 LH0503.an estimated accuracy of +/- 6 seconds.
 LH0503
 LH0503.The orthometric height was determined by differential leveling and
 LH0503.adjusted by the NATIONAL GEODETIC SURVEY
 LH0503.in June 1991.
 LH0503
 LH0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0503.GEOID18 height accuracy estimate available here.
 LH0503
 LH0503.Click photographs - Photos may exist for this station.
 LH0503
 LH0503.The dynamic height is computed by dividing the NAVD 88
 LH0503.geopotential number by the normal gravity value computed on the
 LH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0503.degrees latitude (g = 980.6199 gals.).
 LH0503
 LH0503.The modeled gravity was interpolated from observed gravity values.
 LH0503
 LH0503;                    North         East    Units  Estimated Accuracy
 LH0503;SPC NE       -    85,580.      607,940.      MT  (+/- 180 meters Scaled)
 LH0503
 LH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233940(NAD 83)
 LH0503
 LH0503                          SUPERSEDED SURVEY CONTROL
 LH0503
 LH0503  NGVD 29 (??/??/92)  623.607  (m)         2045.95   (f) ADJ UNCH    2 0
 LH0503
 LH0503.Superseded values are not recommended for survey control.
 LH0503
 LH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0503.See file dsdata.pdf to determine how the superseded data were derived.
 LH0503
 LH0503_MARKER: DB = BENCH MARK DISK
 LH0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0503_STAMPING: M 288 1949
 LH0503_MARK LOGO: CGS
 LH0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0503+STABILITY: SURFACE MOTION
 LH0503
 LH0503  HISTORY     - Date     Condition        Report By
 LH0503  HISTORY     - 1949     MONUMENTED       CGS
 LH0503  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0503
 LH0503                          STATION DESCRIPTION
 LH0503
 LH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0503'7.1 MI S FROM DENMAN.
 LH0503'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0503'AT DENMAN, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LH0503'210 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO,
 LH0503'BURLINGTON AND QUINCY RAILROAD FROM A POINT IN THE CENTER OF
 LH0503'THE ROAD CROSSING, 104 FEET WEST OF THE CENTER LINE OF A
 LH0503'NORTH-SOUTH ROAD, 29 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0503'ROAD, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE
 LH0503'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0503'0.5 FOOT ABOVE THE GROUND.  NOTE-- MAY HAVE BEEN DESTROYED
 LH0503'BY CULTIVATION.
 LH0503
 LH0503                          STATION RECOVERY (1969)
 LH0503
 LH0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0471 ***********************************************************************
 LH0471  DESIGNATION -  M 289
 LH0471  PID         -  LH0471
 LH0471  STATE/COUNTY-  NE/BUFFALO
 LH0471  COUNTRY     -  US
 LH0471  USGS QUAD   -  NEWARK (2017)
 LH0471
 LH0471                         *CURRENT SURVEY CONTROL
 LH0471  ______________________________________________________________________
 LH0471* NAD 83(1986) POSITION- 40 40 05.08   (N) 098 58 13.68   (W)   HD_HELD1
 LH0471* NAVD 88 ORTHO HEIGHT -   641.023 (meters)     2103.09  (feet) ADJUSTED
 LH0471  ______________________________________________________________________
 LH0471  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 LH0471  DYNAMIC HEIGHT  -        640.658 (meters)     2101.89  (feet) COMP
 LH0471  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 LH0471
 LH0471  VERT ORDER      -  SECOND    CLASS 0
 LH0471
 LH0471.The horizontal coordinates were determined by differentially corrected
 LH0471.hand held GPS observations or other comparable positioning techniques
 LH0471.and have an estimated accuracy of +/- 3 meters.
 LH0471
 LH0471.The orthometric height was determined by differential leveling and
 LH0471.adjusted by the NATIONAL GEODETIC SURVEY
 LH0471.in June 1991.
 LH0471
 LH0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0471.GEOID18 height accuracy estimate available here.
 LH0471
 LH0471.Click photographs - Photos may exist for this station.
 LH0471
 LH0471.The dynamic height is computed by dividing the NAVD 88
 LH0471.geopotential number by the normal gravity value computed on the
 LH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0471.degrees latitude (g = 980.6199 gals.).
 LH0471
 LH0471.The modeled gravity was interpolated from observed gravity values.
 LH0471
 LH0471;                    North         East    Units  Estimated Accuracy
 LH0471;SPC NE       -    93,198.9     587,030.5     MT  (+/- 3 meters HH1 GPS) 
 LH0471
 LH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0249601912(NAD 83)
 LH0471
 LH0471                          SUPERSEDED SURVEY CONTROL
 LH0471
 LH0471  NGVD 29 (??/??/92)  640.763  (m)         2102.24   (f) ADJ UNCH    2 0
 LH0471
 LH0471.Superseded values are not recommended for survey control.
 LH0471
 LH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0471.See file dsdata.pdf to determine how the superseded data were derived.
 LH0471
 LH0471_MARKER: DB = BENCH MARK DISK
 LH0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0471_STAMPING: M 289 1949
 LH0471_MARK LOGO: CGS
 LH0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0471+STABILITY: SURFACE MOTION
 LH0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0471+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0471
 LH0471  HISTORY     - Date     Condition        Report By
 LH0471  HISTORY     - 1949     MONUMENTED       CGS
 LH0471  HISTORY     - 20060512 GOOD             NEDR
 LH0471
 LH0471                          STATION DESCRIPTION
 LH0471
 LH0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0471'12.2 MI NE FROM KEARNEY.
 LH0471'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0471'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0471'THENCE 3.55 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES
 LH0471'SOUTHWEST ALONG A GRAVELED ROAD, 38 FEET NORTH OF THE CENTER
 LH0471'LINE OF THE ROAD, 12.0 FEET NORTHEAST OF THE CENTER OF A GATE,
 LH0471'5.0 FEET NORTH OF A FENCE CORNER POST, 2.0 FEET EAST OF A FENCE,
 LH0471'1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0471'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0471
 LH0471                          STATION RECOVERY (2006)
 LH0471
 LH0471'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0134 ***********************************************************************
 LG0134  DESIGNATION -  M 290
 LG0134  PID         -  LG0134
 LG0134  STATE/COUNTY-  NE/CASS
 LG0134  COUNTRY     -  US
 LG0134  USGS QUAD   -  AVOCA (2017)
 LG0134
 LG0134                         *CURRENT SURVEY CONTROL
 LG0134  ______________________________________________________________________
 LG0134* NAD 83(1986) POSITION- 40 52 15.75   (N) 096 06 47.01   (W)   HD_HELD1
 LG0134* NAVD 88 ORTHO HEIGHT -   359.012 (meters)     1177.86  (feet) ADJUSTED
 LG0134  ______________________________________________________________________
 LG0134  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 LG0134  DYNAMIC HEIGHT  -        358.860 (meters)     1177.36  (feet) COMP
 LG0134  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 LG0134
 LG0134  VERT ORDER      -  SECOND    CLASS 0
 LG0134
 LG0134.The horizontal coordinates were determined by differentially corrected
 LG0134.hand held GPS observations or other comparable positioning techniques
 LG0134.and have an estimated accuracy of +/- 3 meters.
 LG0134
 LG0134.The orthometric height was determined by differential leveling and
 LG0134.adjusted by the NATIONAL GEODETIC SURVEY
 LG0134.in June 1991.
 LG0134
 LG0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0134.GEOID18 height accuracy estimate available here.
 LG0134
 LG0134.Click photographs - Photos may exist for this station.
 LG0134
 LG0134.The dynamic height is computed by dividing the NAVD 88
 LG0134.geopotential number by the normal gravity value computed on the
 LG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0134.degrees latitude (g = 980.6199 gals.).
 LG0134
 LG0134.The modeled gravity was interpolated from observed gravity values.
 LG0134
 LG0134;                    North         East    Units  Estimated Accuracy
 LG0134;SPC NE       -   122,576.1     827,462.9     MT  (+/- 3 meters HH1 GPS) 
 LG0134
 LG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4328328454(NAD 83)
 LG0134
 LG0134                          SUPERSEDED SURVEY CONTROL
 LG0134
 LG0134  NGVD 29 (??/??/92)  358.920  (m)         1177.56   (f) ADJ UNCH    2 0
 LG0134
 LG0134.Superseded values are not recommended for survey control.
 LG0134
 LG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0134.See file dsdata.pdf to determine how the superseded data were derived.
 LG0134
 LG0134_MARKER: DB = BENCH MARK DISK
 LG0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0134_STAMPING: M 290 1950
 LG0134_MARK LOGO: CGS
 LG0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0134+STABILITY: SURFACE MOTION
 LG0134
 LG0134  HISTORY     - Date     Condition        Report By
 LG0134  HISTORY     - 1950     MONUMENTED       CGS
 LG0134  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0134
 LG0134                          STATION DESCRIPTION
 LG0134
 LG0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0134'1.8 MI E FROM WEEPING WATER.
 LG0134'0.75 MILE EAST ALONG A PAVED STREET FROM THE NEBRASKA STATE
 LG0134'BANK AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LG0134'ROAD, AT BROWNS AIRPORT, 275 FEET WEST OF A HANGAR, IN LINE WITH
 LG0134'A ROW OF TELEPHONE POLES, 34 FEET SOUTH OF THE CENTER LINE OF A
 LG0134'ROAD, 23 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 LG0134'SOUTH TO BROWNS FARMHOUSE, 5 FEET WEST OF A TELEPHONE POLE, 1
 LG0134'FOOT SOUTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, SET IN
 LG0134'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LG0134'GROUND.
 LG0134
 LG0134                          STATION RECOVERY (1964)
 LG0134
 LG0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1193 ***********************************************************************
 ML1193  DESIGNATION -  M 291 RESET
 ML1193  PID         -  ML1193
 ML1193  STATE/COUNTY-  NE/BUFFALO
 ML1193  COUNTRY     -  US
 ML1193  USGS QUAD   -  RAVENNA (2017)
 ML1193
 ML1193                         *CURRENT SURVEY CONTROL
 ML1193  ______________________________________________________________________
 ML1193* NAD 83(1986) POSITION- 41 01 03.33   (N) 098 55 54.20   (W)   HD_HELD1
 ML1193* NAVD 88 ORTHO HEIGHT -   617.90  (meters)     2027.2   (feet) RESET
 ML1193  ______________________________________________________________________
 ML1193  GEOID HEIGHT    -        -24.200 (meters)                     GEOID18
 ML1193  VERT ORDER      -  THIRD
 ML1193
 ML1193.The horizontal coordinates were determined by differentially corrected
 ML1193.hand held GPS observations or other comparable positioning techniques
 ML1193.and have an estimated accuracy of +/- 3 meters.
 ML1193
 ML1193.The orthometric height was computed from unverified reset data.
 ML1193
 ML1193.No vertical observational check was made to the station.
 ML1193
 ML1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1193.GEOID18 height accuracy estimate available here.
 ML1193
 ML1193.Click photographs - Photos may exist for this station.
 ML1193
 ML1193;                    North         East    Units  Estimated Accuracy
 ML1193;SPC NE       -   132,038.9     589,826.1     MT  (+/- 3 meters HH1 GPS) 
 ML1193
 ML1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0574040712(NAD 83)
 ML1193
 ML1193                          SUPERSEDED SURVEY CONTROL
 ML1193
 ML1193  NGVD 29 (01/31/13)  617.66   (m)         2026.4    (f) RESET       3  
 ML1193
 ML1193.Superseded values are not recommended for survey control.
 ML1193
 ML1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1193.See file dsdata.pdf to determine how the superseded data were derived.
 ML1193
 ML1193_MARKER: DV = VERTICAL CONTROL DISK
 ML1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1193_STAMPING: M 291 RESET 1988
 ML1193_MARK LOGO: NGS
 ML1193_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1193+STABILITY: SURFACE MOTION
 ML1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1193+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ML1193
 ML1193  HISTORY     - Date     Condition        Report By
 ML1193  HISTORY     - 1988     MONUMENTED       NGS
 ML1193
 ML1193                          STATION DESCRIPTION
 ML1193
 ML1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1193'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 68, AT
 ML1193'RAVENNA, GO WEST ON HIGHWAY 2 FOR 1.61 KM (1.00 MI) TO A T-FENCE
 ML1193'CORNER AND THE MARK ON THE LEFT.
 ML1193'THE DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 ML1193'IS RECESSED 2 INCHES BELOW THE GROUND SURFACE.   IT IS 149.4 M
 ML1193'(490.2 FT) EAST FROM THE EXTENDED CENTERLINE OF A DRIVE TO A HOUSE ON
 ML1193'THE NORTH SIDE OF THE ROAD, 21.49 M (70.5 FT) SOUTH FROM THE
 ML1193'CENTERLINE OF THE HIGHWAY, 0.56 M (1.8 FT) WEST FROM A NORTH/SOUTH
 ML1193'FENCE AND 0.43 M (1.4 FT) NORTH FROM A WITNESS POST. A PIECE OF REBAR
 ML1193'WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0593 ***********************************************************************
 LH0593  DESIGNATION -  M 292 RESET
 LH0593  PID         -  LH0593
 LH0593  STATE/COUNTY-  NE/KEARNEY
 LH0593  COUNTRY     -  US
 LH0593  USGS QUAD   -  KEARNEY (2017)
 LH0593
 LH0593                         *CURRENT SURVEY CONTROL
 LH0593  ______________________________________________________________________
 LH0593* NAD 83(1986) POSITION- 40 38 51.     (N) 099 05 06.     (W)   SCALED
 LH0593* NAVD 88 ORTHO HEIGHT -   654.43  (+/-2cm)     2147.1   (feet) VERTCON
 LH0593  ______________________________________________________________________
 LH0593  GEOID HEIGHT    -        -24.593 (meters)                     GEOID18
 LH0593  VERT ORDER      -  THIRD (See Below)
 LH0593
 LH0593.The horizontal coordinates were scaled from a map and have
 LH0593.an estimated accuracy of +/- 6 seconds.
 LH0593
 LH0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0593
 LH0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0593.GEOID18 height accuracy estimate available here.
 LH0593
 LH0593.The vertical order pertains to the NGVD 29 superseded value.
 LH0593
 LH0593.Click photographs - Photos may exist for this station.
 LH0593
 LH0593;                    North         East    Units  Estimated Accuracy
 LH0593;SPC NE       -    90,810.      577,370.      MT  (+/- 180 meters Scaled)
 LH0593
 LH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928996(NAD 83)
 LH0593
 LH0593                          SUPERSEDED SURVEY CONTROL
 LH0593
 LH0593  NGVD 29 (01/31/13)  654.17   (m)         2146.2    (f) RESET       3  
 LH0593
 LH0593.Superseded values are not recommended for survey control.
 LH0593
 LH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0593.See file dsdata.pdf to determine how the superseded data were derived.
 LH0593
 LH0593_MARKER: DB = BENCH MARK DISK
 LH0593_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LH0593+WITH SETTING: INTO GROUND
 LH0593_STAMPING: M 292 RESET 1976
 LH0593_MARK LOGO: CGS
 LH0593_PROJECTION: FLUSH
 LH0593_MAGNETIC: I = MARKER IS A STEEL ROD
 LH0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0593+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0593
 LH0593  HISTORY     - Date     Condition        Report By
 LH0593  HISTORY     - 1976     MONUMENTED       NGS
 LH0593  HISTORY     - 1976     GOOD             NGS
 LH0593  HISTORY     - 20060512 GOOD             NEDR
 LH0593
 LH0593                          STATION DESCRIPTION
 LH0593
 LH0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0593'4.3 MI S FROM KEARNEY.
 LH0593'FROM THE JUNCTION OF STATE HIGHWAY 44 AND 50A LINK, ABOUT 4.0
 LH0593'MILES SOUTH OF KEARNEY, GO SOUTH ON HIGHWAY 44 FOR 0.3 MILE
 LH0593'TO A FIELD APPROACH AND THE BENCH MARK ON THE RIGHT, ABOUT
 LH0593'200 FEET SOUTH-SOUTHEAST OF A METAL BUILDING, 75 FEET WEST OF THE
 LH0593'CENTER OF THE HIGHWAY, 30.5 FEET SOUTH OF THE SOUTH END GATE POST,
 LH0593'3 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 LH0593'POST AND 4 INCHES EAST OF A FENCE.  A STANDARD DISK STAMPED
 LH0593'M 292 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 LH0593'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE
 LH0593'WITH GRAVEL AND IS FLUSH WITH THE GROUND SURFACE.
 LH0593
 LH0593                          STATION RECOVERY (1976)
 LH0593
 LH0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0593'RECOVERED IN GOOD CONDITION.
 LH0593
 LH0593                          STATION RECOVERY (2006)
 LH0593
 LH0593'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0619 ***********************************************************************
 LH0619  DESIGNATION -  M 293
 LH0619  PID         -  LH0619
 LH0619  STATE/COUNTY-  NE/BUFFALO
 LH0619  COUNTRY     -  US
 LH0619  USGS QUAD   -  MILLER NE (2017)
 LH0619
 LH0619                         *CURRENT SURVEY CONTROL
 LH0619  ______________________________________________________________________
 LH0619* NAD 83(1986) POSITION- 40 57 34.     (N) 099 15 17.     (W)   SCALED
 LH0619* NAVD 88 ORTHO HEIGHT -   685.681 (meters)     2249.61  (feet) ADJUSTED
 LH0619  ______________________________________________________________________
 LH0619  GEOID HEIGHT    -        -23.942 (meters)                     GEOID18
 LH0619  DYNAMIC HEIGHT  -        685.302 (meters)     2248.36  (feet) COMP
 LH0619  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 LH0619
 LH0619  VERT ORDER      -  SECOND    CLASS 0
 LH0619
 LH0619.The horizontal coordinates were scaled from a map and have
 LH0619.an estimated accuracy of +/- 6 seconds.
 LH0619
 LH0619.The orthometric height was determined by differential leveling and
 LH0619.adjusted by the NATIONAL GEODETIC SURVEY
 LH0619.in June 1991.
 LH0619
 LH0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0619.GEOID18 height accuracy estimate available here.
 LH0619
 LH0619.Click photographs - Photos may exist for this station.
 LH0619
 LH0619.The dynamic height is computed by dividing the NAVD 88
 LH0619.geopotential number by the normal gravity value computed on the
 LH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0619.degrees latitude (g = 980.6199 gals.).
 LH0619
 LH0619.The modeled gravity was interpolated from observed gravity values.
 LH0619
 LH0619;                    North         East    Units  Estimated Accuracy
 LH0619;SPC NE       -   125,300.      562,720.      MT  (+/- 180 meters Scaled)
 LH0619
 LH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785342(NAD 83)
 LH0619
 LH0619                          SUPERSEDED SURVEY CONTROL
 LH0619
 LH0619  NGVD 29 (??/??/92)  685.430  (m)         2248.78   (f) ADJ UNCH    2 0
 LH0619
 LH0619.Superseded values are not recommended for survey control.
 LH0619
 LH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0619.See file dsdata.pdf to determine how the superseded data were derived.
 LH0619
 LH0619_MARKER: DB = BENCH MARK DISK
 LH0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0619_STAMPING: M 293 1949
 LH0619_MARK LOGO: CGS
 LH0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0619+STABILITY: SURFACE MOTION
 LH0619
 LH0619  HISTORY     - Date     Condition        Report By
 LH0619  HISTORY     - 1949     MONUMENTED       CGS
 LH0619
 LH0619                          STATION DESCRIPTION
 LH0619
 LH0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0619'8.9 MI N FROM AMHERST.
 LH0619'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC ROAD AT
 LH0619'AMHERST, AT A T-JUNCTION OF ROADS, AT THE NORTHWEST CORNER OF
 LH0619'SECTION 3, T. 11 N., R. 17 W., 250 FEET EAST OF THE CENTER LINE
 LH0619'OF THE ROAD LEADING SOUTH, 42 FEET SOUTH OF THE CENTER LINE OF
 LH0619'THE EAST-WEST ROAD, 12 FEET EAST OF A LONE FORKED TREE, 1.1
 LH0619'FEET NORTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN
 LH0619'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0619'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0648 ***********************************************************************
 LH0648  DESIGNATION -  M 294
 LH0648  PID         -  LH0648
 LH0648  STATE/COUNTY-  NE/BUFFALO
 LH0648  COUNTRY     -  US
 LH0648  USGS QUAD   -  PLEASANTON SE (2017)
 LH0648
 LH0648                         *CURRENT SURVEY CONTROL
 LH0648  ______________________________________________________________________
 LH0648* NAD 83(1986) POSITION- 40 52 19.     (N) 099 07 23.     (W)   SCALED
 LH0648* NAVD 88 ORTHO HEIGHT -   697.621 (meters)     2288.78  (feet) ADJUSTED
 LH0648  ______________________________________________________________________
 LH0648  GEOID HEIGHT    -        -24.097 (meters)                     GEOID18
 LH0648  DYNAMIC HEIGHT  -        697.237 (meters)     2287.52  (feet) COMP
 LH0648  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 LH0648
 LH0648  VERT ORDER      -  SECOND    CLASS 0
 LH0648
 LH0648.The horizontal coordinates were scaled from a map and have
 LH0648.an estimated accuracy of +/- 6 seconds.
 LH0648
 LH0648.The orthometric height was determined by differential leveling and
 LH0648.adjusted by the NATIONAL GEODETIC SURVEY
 LH0648.in June 1991.
 LH0648
 LH0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0648.GEOID18 height accuracy estimate available here.
 LH0648
 LH0648.Click photographs - Photos may exist for this station.
 LH0648
 LH0648.The dynamic height is computed by dividing the NAVD 88
 LH0648.geopotential number by the normal gravity value computed on the
 LH0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0648.degrees latitude (g = 980.6199 gals.).
 LH0648
 LH0648.The modeled gravity was interpolated from observed gravity values.
 LH0648
 LH0648;                    North         East    Units  Estimated Accuracy
 LH0648;SPC NE       -   115,690.      573,900.      MT  (+/- 180 meters Scaled)
 LH0648
 LH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML896245(NAD 83)
 LH0648
 LH0648                          SUPERSEDED SURVEY CONTROL
 LH0648
 LH0648  NGVD 29 (??/??/92)  697.377  (m)         2287.98   (f) ADJ UNCH    2 0
 LH0648
 LH0648.Superseded values are not recommended for survey control.
 LH0648
 LH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0648.See file dsdata.pdf to determine how the superseded data were derived.
 LH0648
 LH0648_MARKER: DB = BENCH MARK DISK
 LH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0648_STAMPING: M 294 1949
 LH0648_MARK LOGO: CGS
 LH0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0648+STABILITY: SURFACE MOTION
 LH0648
 LH0648  HISTORY     - Date     Condition        Report By
 LH0648  HISTORY     - 1949     MONUMENTED       CGS
 LH0648  HISTORY     - 1975     GOOD             NGS
 LH0648
 LH0648                          STATION DESCRIPTION
 LH0648
 LH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0648'8.3 MI S FROM PLEASANTON.
 LH0648'6.3 MILES SOUTH ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 LH0648'AT PLEASANTON, THENCE 2.0 MILES WEST ALONG A COUNTY ROAD, AT THE
 LH0648'NORTHEAST CORNER OF SECTION 4, T. 10 N., R. 16 W., IN THE
 LH0648'SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, IN THE SOUTHEAST
 LH0648'CORNER OF A SCHOOLYARD, 165 FEET SOUTH OF THE CENTER LINE OF
 LH0648'THE EAST-WEST ROAD, 137 FEET EAST SOUTHEAST OF THE SOUTHEAST
 LH0648'CORNER OF THE BUILDING, 67 FEET WEST OF THE CENTER LINE OF THE
 LH0648'NORTH-SOUTH ROAD, 0.9 FOOT NORTH OF A FENCE, 1.8 FEET EAST OF A
 LH0648'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 LH0648'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0648'BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH MARK L 294.
 LH0648
 LH0648                          STATION RECOVERY (1975)
 LH0648
 LH0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LH0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0649 ***********************************************************************
 LH0649  DESIGNATION -  M 294 RESET
 LH0649  PID         -  LH0649
 LH0649  STATE/COUNTY-  NE/BUFFALO
 LH0649  COUNTRY     -  US
 LH0649  USGS QUAD   -  PLEASANTON SE (2017)
 LH0649
 LH0649                         *CURRENT SURVEY CONTROL
 LH0649  ______________________________________________________________________
 LH0649* NAD 83(1986) POSITION- 40 52 20.     (N) 099 07 20.     (W)   SCALED
 LH0649* NAVD 88 ORTHO HEIGHT -   697.10  (+/-2cm)     2287.1   (feet) VERTCON
 LH0649  ______________________________________________________________________
 LH0649  GEOID HEIGHT    -        -24.097 (meters)                     GEOID18
 LH0649  VERT ORDER      -  THIRD (See Below)
 LH0649
 LH0649.The horizontal coordinates were scaled from a map and have
 LH0649.an estimated accuracy of +/- 6 seconds.
 LH0649
 LH0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0649
 LH0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0649.GEOID18 height accuracy estimate available here.
 LH0649
 LH0649.The vertical order pertains to the NGVD 29 superseded value.
 LH0649
 LH0649.Click photographs - Photos may exist for this station.
 LH0649
 LH0649;                    North         East    Units  Estimated Accuracy
 LH0649;SPC NE       -   115,720.      573,970.      MT  (+/- 180 meters Scaled)
 LH0649
 LH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML897245(NAD 83)
 LH0649
 LH0649                          SUPERSEDED SURVEY CONTROL
 LH0649
 LH0649  NGVD 29 (01/31/13)  696.85   (m)         2286.2    (f) RESET       3  
 LH0649
 LH0649.Superseded values are not recommended for survey control.
 LH0649
 LH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0649.See file dsdata.pdf to determine how the superseded data were derived.
 LH0649
 LH0649_MARKER: DV = VERTICAL CONTROL DISK
 LH0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0649_STAMPING: M 294 RESET 1975
 LH0649_MARK LOGO: NGS
 LH0649_PROJECTION: FLUSH
 LH0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0649+STABILITY: SURFACE MOTION
 LH0649
 LH0649  HISTORY     - Date     Condition        Report By
 LH0649  HISTORY     - 1975     MONUMENTED       NGS
 LH0649
 LH0649                          STATION DESCRIPTION
 LH0649
 LH0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0649'8.3 MI S FROM PLEASANTON.
 LH0649'6.3 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0649'PLEASANTON, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD TO
 LH0649'CROSSROADS AND THE BENCH MARK IN THE SOUTHWEST QUARTER OF THE
 LH0649'INTERSECTION, AT THE NORTHEAST CORNER OF SECTION 4, T 10,
 LH0649'R 16 W, 27 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 LH0649'ROAD, 1.7 FEET NORTH OF A RAILROAD TIE FENCE POST, 1 FOOT SOUTH
 LH0649'OF A METAL WITNESS POST AND 6 INCHES EAST OF THE FENCELINE.  A
 LH0649'4 INCH CAST ALUMINUM BENCH MARK STAMPED M 294 RESET 1975, SET
 LH0649'FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0566 ***********************************************************************
 LH0566  DESIGNATION -  M 295
 LH0566  PID         -  LH0566
 LH0566  STATE/COUNTY-  NE/BUFFALO
 LH0566  COUNTRY     -  US
 LH0566  USGS QUAD   -  AMHERST (2017)
 LH0566
 LH0566                         *CURRENT SURVEY CONTROL
 LH0566  ______________________________________________________________________
 LH0566* NAD 83(1986) POSITION- 40 48 56.     (N) 099 22 13.     (W)   SCALED
 LH0566* NAVD 88 ORTHO HEIGHT -   743.808 (meters)     2440.31  (feet) ADJUSTED
 LH0566  ______________________________________________________________________
 LH0566  GEOID HEIGHT    -        -24.111 (meters)                     GEOID18
 LH0566  DYNAMIC HEIGHT  -        743.380 (meters)     2438.91  (feet) COMP
 LH0566  MODELED GRAVITY -    980,024.6   (mgal)                       NAVD 88
 LH0566
 LH0566  VERT ORDER      -  SECOND    CLASS 0
 LH0566
 LH0566.The horizontal coordinates were scaled from a map and have
 LH0566.an estimated accuracy of +/- 6 seconds.
 LH0566
 LH0566.The orthometric height was determined by differential leveling and
 LH0566.adjusted by the NATIONAL GEODETIC SURVEY
 LH0566.in June 1991.
 LH0566
 LH0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0566.GEOID18 height accuracy estimate available here.
 LH0566
 LH0566.Click photographs - Photos may exist for this station.
 LH0566
 LH0566.The dynamic height is computed by dividing the NAVD 88
 LH0566.geopotential number by the normal gravity value computed on the
 LH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0566.degrees latitude (g = 980.6199 gals.).
 LH0566
 LH0566.The modeled gravity was interpolated from observed gravity values.
 LH0566
 LH0566;                    North         East    Units  Estimated Accuracy
 LH0566;SPC NE       -   109,250.      553,110.      MT  (+/- 180 meters Scaled)
 LH0566
 LH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML687183(NAD 83)
 LH0566
 LH0566                          SUPERSEDED SURVEY CONTROL
 LH0566
 LH0566  NGVD 29 (??/??/92)  743.546  (m)         2439.45   (f) ADJ UNCH    2 0
 LH0566
 LH0566.Superseded values are not recommended for survey control.
 LH0566
 LH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0566.See file dsdata.pdf to determine how the superseded data were derived.
 LH0566
 LH0566_MARKER: DB = BENCH MARK DISK
 LH0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0566_STAMPING: M 295 1949
 LH0566_MARK LOGO: CGS
 LH0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0566+STABILITY: SURFACE MOTION
 LH0566
 LH0566  HISTORY     - Date     Condition        Report By
 LH0566  HISTORY     - 1949     MONUMENTED       CGS
 LH0566
 LH0566                          STATION DESCRIPTION
 LH0566
 LH0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0566'7.8 MI SW FROM AMHERST.
 LH0566'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0566'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG
 LH0566'A COUNTY ROAD, THENCE 6.1 MILES WEST ALONG A COUNTY ROAD, 0.2
 LH0566'MILE EAST OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, AT THE
 LH0566'SUMMIT OF A HILL, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0566'1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST,
 LH0566'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0566'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0843 ***********************************************************************
 MK0843  DESIGNATION -  M 296
 MK0843  PID         -  MK0843
 MK0843  STATE/COUNTY-  NE/CASS
 MK0843  COUNTRY     -  US
 MK0843  USGS QUAD   -  CEDAR CREEK (2017)
 MK0843
 MK0843                         *CURRENT SURVEY CONTROL
 MK0843  ______________________________________________________________________
 MK0843* NAD 83(1986) POSITION- 41 00 06.     (N) 096 07 11.     (W)   SCALED
 MK0843* NAVD 88 ORTHO HEIGHT -   324.108 (meters)     1063.34  (feet) ADJUSTED
 MK0843  ______________________________________________________________________
 MK0843  GEOID HEIGHT    -        -26.594 (meters)                     GEOID18
 MK0843  DYNAMIC HEIGHT  -        323.975 (meters)     1062.91  (feet) COMP
 MK0843  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 MK0843
 MK0843  VERT ORDER      -  SECOND    CLASS 0
 MK0843
 MK0843.The horizontal coordinates were scaled from a map and have
 MK0843.an estimated accuracy of +/- 6 seconds.
 MK0843
 MK0843.The orthometric height was determined by differential leveling and
 MK0843.adjusted by the NATIONAL GEODETIC SURVEY
 MK0843.in June 1991.
 MK0843
 MK0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0843.GEOID18 height accuracy estimate available here.
 MK0843
 MK0843.Click photographs - Photos may exist for this station.
 MK0843
 MK0843.The dynamic height is computed by dividing the NAVD 88
 MK0843.geopotential number by the normal gravity value computed on the
 MK0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0843.degrees latitude (g = 980.6199 gals.).
 MK0843
 MK0843.The modeled gravity was interpolated from observed gravity values.
 MK0843
 MK0843;                    North         East    Units  Estimated Accuracy
 MK0843;SPC NE       -   137,040.      826,250.      MT  (+/- 180 meters Scaled)
 MK0843
 MK0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL422429(NAD 83)
 MK0843
 MK0843                          SUPERSEDED SURVEY CONTROL
 MK0843
 MK0843  NGVD 29 (??/??/92)  324.012  (m)         1063.03   (f) ADJ UNCH    2 0
 MK0843
 MK0843.Superseded values are not recommended for survey control.
 MK0843
 MK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0843.See file dsdata.pdf to determine how the superseded data were derived.
 MK0843
 MK0843_MARKER: DB = BENCH MARK DISK
 MK0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0843_STAMPING: M 296 1949
 MK0843_MARK LOGO: CGS
 MK0843_PROJECTION: PROJECTING 15 CENTIMETERS
 MK0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0843+STABILITY: SURFACE MOTION
 MK0843
 MK0843  HISTORY     - Date     Condition        Report By
 MK0843  HISTORY     - 1949     MONUMENTED       CGS
 MK0843  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0843
 MK0843                          STATION DESCRIPTION
 MK0843
 MK0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0843'2.2 MI E FROM LOUISVILLE.
 MK0843'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0843'STATION AT LOUISVILLE, THENCE 2.15 MILES EAST ALONG THE
 MK0843'LOUISVILLE-PLATTSMOUTH ROAD, 90 YARDS (PACED) EAST OF THE
 MK0843'SOUTHEAST END OF A SMALL STEEL BRIDGE OVER CEDAR CREEK, 41 FEET
 MK0843'SOUTH OF THE CENTER LINE OF THE LOUISVILLE-PLATTSMOUTH ROAD,
 MK0843'15 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 MK0843'SOUTH TO A FARMHOUSE, 1.2 FEET NORTH OF A POWER LINE POLE,
 MK0843'1.3 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0843'5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0843
 MK0843                          STATION RECOVERY (1955)
 MK0843
 MK0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0843'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0753 ***********************************************************************
 MK0753  DESIGNATION -  M 297
 MK0753  PID         -  MK0753
 MK0753  STATE/COUNTY-  NE/SAUNDERS
 MK0753  COUNTRY     -  US
 MK0753  USGS QUAD   -  ASHLAND WEST (2017)
 MK0753
 MK0753                         *CURRENT SURVEY CONTROL
 MK0753  ______________________________________________________________________
 MK0753* NAD 83(1986) POSITION- 41 05 18.     (N) 096 25 31.     (W)   SCALED
 MK0753* NAVD 88 ORTHO HEIGHT -   330.397 (meters)     1083.98  (feet) ADJUSTED
 MK0753  ______________________________________________________________________
 MK0753  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 MK0753  DYNAMIC HEIGHT  -        330.259 (meters)     1083.52  (feet) COMP
 MK0753  MODELED GRAVITY -    980,197.0   (mgal)                       NAVD 88
 MK0753
 MK0753  VERT ORDER      -  SECOND    CLASS 0
 MK0753
 MK0753.The horizontal coordinates were scaled from a map and have
 MK0753.an estimated accuracy of +/- 6 seconds.
 MK0753
 MK0753.The orthometric height was determined by differential leveling and
 MK0753.adjusted by the NATIONAL GEODETIC SURVEY
 MK0753.in June 1991.
 MK0753
 MK0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0753.GEOID18 height accuracy estimate available here.
 MK0753
 MK0753.Click photographs - Photos may exist for this station.
 MK0753
 MK0753.The dynamic height is computed by dividing the NAVD 88
 MK0753.geopotential number by the normal gravity value computed on the
 MK0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0753.degrees latitude (g = 980.6199 gals.).
 MK0753
 MK0753.The modeled gravity was interpolated from observed gravity values.
 MK0753
 MK0753;                    North         East    Units  Estimated Accuracy
 MK0753;SPC NE       -   145,540.      800,180.      MT  (+/- 180 meters Scaled)
 MK0753
 MK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL162517(NAD 83)
 MK0753
 MK0753                          SUPERSEDED SURVEY CONTROL
 MK0753
 MK0753  NGVD 29 (??/??/92)  330.286  (m)         1083.61   (f) ADJ UNCH    2 0
 MK0753
 MK0753.Superseded values are not recommended for survey control.
 MK0753
 MK0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0753.See file dsdata.pdf to determine how the superseded data were derived.
 MK0753
 MK0753_MARKER: DB = BENCH MARK DISK
 MK0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0753_STAMPING: M 297 1950
 MK0753_MARK LOGO: CGS
 MK0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0753+STABILITY: SURFACE MOTION
 MK0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0753+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2008
 MK0753
 MK0753  HISTORY     - Date     Condition        Report By
 MK0753  HISTORY     - 1950     MONUMENTED       CGS
 MK0753  HISTORY     - 20080124 GOOD             NEDR
 MK0753
 MK0753                          STATION DESCRIPTION
 MK0753
 MK0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0753'0.8 MI SE FROM MEMPHIS.
 MK0753'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0753'MEMPHIS, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 63, ON THE
 MK0753'OUTSIDE OF A CURVE IN THE HIGHWAY, AT A ROAD INTERSECTION, 200
 MK0753'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH
 MK0753'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 65 FEET EAST OF
 MK0753'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 33 FEET SOUTHEAST
 MK0753'OF A TELEPHONE POLE, 25 FEET NORTHEAST OF A POWER POLE, 9 FEET
 MK0753'SOUTH OF A FENCE, 10 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK0753'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0753
 MK0753                          STATION RECOVERY (2008)
 MK0753
 MK0753'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008
 MK0753'FROM THE JUNCTION OF NE-66 AND SPUR 78C (SPUR INTO MEMPHIS), GO SOUTH
 MK0753'ON NE-63 0.28 MILE (0.45 KM) TO A CURVE TO THE LEFT AND A GRAVEL CO.
 MK0753'ROAD CONTINUING SOUTH, TURN RIGHT ONTO CO. RD. AND GO SOUTH 0.22 MILE
 MK0753'(0.35 KM) TO A T INTERSECTION TO THE EAST AND THE BENCHMARK IN THE
 MK0753'SOUTHEAST CORNER OF THE INTERSECTION, 63 FEET (19.2 M)
 MK0753'EAST OF THE NORTH-SOUTH CO. ROAD CENTERLINE, 37.5 FEET (11.4 M) SOUTH
 MK0753'OF THE EAST-WEST CO. ROAD CENTERLINE, 28.35 FEET (8.62 M) EAST OF A
 MK0753'NAIL IN A RR TIE FENCE POST, 5.85 FEET (1.78 M) SOUTH-SOUTHEAST OF A
 MK0753'NAIL IN A POWER POLE, AND 0.85 FEET (0.26 M) SOUTH OF A FIBERGLASS
 MK0753'WITNESS POST, SET IN A CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW GROUND
 MK0753'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0757 ***********************************************************************
 MK0757  DESIGNATION -  M 298
 MK0757  PID         -  MK0757
 MK0757  STATE/COUNTY-  NE/SAUNDERS
 MK0757  COUNTRY     -  US
 MK0757  USGS QUAD   -  ASHLAND WEST (2017)
 MK0757
 MK0757                         *CURRENT SURVEY CONTROL
 MK0757  ______________________________________________________________________
 MK0757* NAD 83(1986) POSITION- 41 07 01.     (N) 096 27 18.     (W)   SCALED
 MK0757* NAVD 88 ORTHO HEIGHT -   347.963 (meters)     1141.61  (feet) ADJUSTED
 MK0757  ______________________________________________________________________
 MK0757  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 MK0757  DYNAMIC HEIGHT  -        347.815 (meters)     1141.12  (feet) COMP
 MK0757  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 MK0757
 MK0757  VERT ORDER      -  SECOND    CLASS 0
 MK0757
 MK0757.The horizontal coordinates were scaled from a map and have
 MK0757.an estimated accuracy of +/- 6 seconds.
 MK0757
 MK0757.The orthometric height was determined by differential leveling and
 MK0757.adjusted by the NATIONAL GEODETIC SURVEY
 MK0757.in June 1991.
 MK0757
 MK0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0757.GEOID18 height accuracy estimate available here.
 MK0757
 MK0757.Click photographs - Photos may exist for this station.
 MK0757
 MK0757.The dynamic height is computed by dividing the NAVD 88
 MK0757.geopotential number by the normal gravity value computed on the
 MK0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0757.degrees latitude (g = 980.6199 gals.).
 MK0757
 MK0757.The modeled gravity was interpolated from observed gravity values.
 MK0757
 MK0757;                    North         East    Units  Estimated Accuracy
 MK0757;SPC NE       -   148,620.      797,550.      MT  (+/- 180 meters Scaled)
 MK0757
 MK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL136548(NAD 83)
 MK0757
 MK0757                          SUPERSEDED SURVEY CONTROL
 MK0757
 MK0757  NGVD 29 (??/??/92)  347.847  (m)         1141.23   (f) ADJ UNCH    2 0
 MK0757
 MK0757.Superseded values are not recommended for survey control.
 MK0757
 MK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0757.See file dsdata.pdf to determine how the superseded data were derived.
 MK0757
 MK0757_MARKER: DB = BENCH MARK DISK
 MK0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0757_STAMPING: M 298 1950
 MK0757_MARK LOGO: CGS
 MK0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0757+STABILITY: SURFACE MOTION
 MK0757
 MK0757  HISTORY     - Date     Condition        Report By
 MK0757  HISTORY     - 1950     MONUMENTED       CGS
 MK0757  HISTORY     - 1984     GOOD             LOCSUR
 MK0757  HISTORY     - 20090219 MARK NOT FOUND   NEDR
 MK0757
 MK0757                          STATION DESCRIPTION
 MK0757
 MK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0757'3.4 MI NW FROM MEMPHIS.
 MK0757'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0757'MEMPHIS, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0757'2.0 MILES NORTH ALONG A DIRT ROAD, AT A ROAD INTERSECTION, IN
 MK0757'LINE WITH A NORTH AND SOUTH HEDGE ROW, 64 FEET NORTH OF THE
 MK0757'CENTER LINE OF THE EAST AND WEST ROAD, 31 FEET NORTH OF A FENCE
 MK0757'CORNER, 32 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0757'ROAD, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK0757'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0757'THE GROUND.
 MK0757
 MK0757                          STATION RECOVERY (1984)
 MK0757
 MK0757'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0757'RECOVERED IN GOOD CONDITION.
 MK0757
 MK0757                          STATION RECOVERY (2009)
 MK0757
 MK0757'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0757'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0733 ***********************************************************************
 MK0733  DESIGNATION -  M 299
 MK0733  PID         -  MK0733
 MK0733  STATE/COUNTY-  NE/SAUNDERS
 MK0733  COUNTRY     -  US
 MK0733  USGS QUAD   -  MEAD (2017)
 MK0733
 MK0733                         *CURRENT SURVEY CONTROL
 MK0733  ______________________________________________________________________
 MK0733* NAD 83(1986) POSITION- 41 13 07.     (N) 096 26 43.     (W)   SCALED
 MK0733* NAVD 88 ORTHO HEIGHT -   371.269 (meters)     1218.07  (feet) ADJUSTED
 MK0733  ______________________________________________________________________
 MK0733  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 MK0733  DYNAMIC HEIGHT  -        371.099 (meters)     1217.51  (feet) COMP
 MK0733  MODELED GRAVITY -    980,154.8   (mgal)                       NAVD 88
 MK0733
 MK0733  VERT ORDER      -  SECOND    CLASS 0
 MK0733
 MK0733.The horizontal coordinates were scaled from a map and have
 MK0733.an estimated accuracy of +/- 6 seconds.
 MK0733
 MK0733.The orthometric height was determined by differential leveling and
 MK0733.adjusted by the NATIONAL GEODETIC SURVEY
 MK0733.in June 1991.
 MK0733
 MK0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0733.GEOID18 height accuracy estimate available here.
 MK0733
 MK0733.Click photographs - Photos may exist for this station.
 MK0733
 MK0733.The dynamic height is computed by dividing the NAVD 88
 MK0733.geopotential number by the normal gravity value computed on the
 MK0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0733.degrees latitude (g = 980.6199 gals.).
 MK0733
 MK0733.The modeled gravity was interpolated from observed gravity values.
 MK0733
 MK0733;                    North         East    Units  Estimated Accuracy
 MK0733;SPC NE       -   159,930.      797,910.      MT  (+/- 180 meters Scaled)
 MK0733
 MK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL141661(NAD 83)
 MK0733
 MK0733                          SUPERSEDED SURVEY CONTROL
 MK0733
 MK0733  NGVD 29 (??/??/92)  371.135  (m)         1217.63   (f) ADJ UNCH    2 0
 MK0733
 MK0733.Superseded values are not recommended for survey control.
 MK0733
 MK0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0733.See file dsdata.pdf to determine how the superseded data were derived.
 MK0733
 MK0733_MARKER: DB = BENCH MARK DISK
 MK0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0733_STAMPING: M 299 1950
 MK0733_MARK LOGO: CGS
 MK0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0733+STABILITY: SURFACE MOTION
 MK0733
 MK0733  HISTORY     - Date     Condition        Report By
 MK0733  HISTORY     - 1950     MONUMENTED       CGS
 MK0733  HISTORY     - 1960     GOOD             CGS
 MK0733
 MK0733                          STATION DESCRIPTION
 MK0733
 MK0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0733'2.9 MI E FROM MEAD.
 MK0733'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0733'MEAD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE
 MK0733'EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MK0733'GRAVELED ROAD, AT THE NORTHEAST CORNER OF THE NEBRASKA ORDINANCE
 MK0733'DEPOT, 84 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST
 MK0733'ROAD, 42 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0733'ROAD, 37 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE,
 MK0733'3.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0733'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0733
 MK0733                          STATION RECOVERY (1960)
 MK0733
 MK0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0301 ***********************************************************************
 NO0301  DESIGNATION -  M 3
 NO0301  PID         -  NO0301
 NO0301  STATE/COUNTY-  NE/CHERRY
 NO0301  COUNTRY     -  US
 NO0301  USGS QUAD   -  MERRIMAN NE (2017)
 NO0301
 NO0301                         *CURRENT SURVEY CONTROL
 NO0301  ______________________________________________________________________
 NO0301* NAD 83(1986) POSITION- 42 56 52.     (N) 101 30 37.     (W)   SCALED
 NO0301* NAVD 88 ORTHO HEIGHT -   981.433 (meters)     3219.92  (feet) ADJUSTED
 NO0301  ______________________________________________________________________
 NO0301  GEOID HEIGHT    -        -19.738 (meters)                     GEOID18
 NO0301  DYNAMIC HEIGHT  -        981.017 (meters)     3218.55  (feet) COMP
 NO0301  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 NO0301
 NO0301  VERT ORDER      -  FIRST     CLASS II
 NO0301
 NO0301.The horizontal coordinates were scaled from a map and have
 NO0301.an estimated accuracy of +/- 6 seconds.
 NO0301
 NO0301.The orthometric height was determined by differential leveling and
 NO0301.adjusted by the NATIONAL GEODETIC SURVEY
 NO0301.in June 1991.
 NO0301
 NO0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0301.GEOID18 height accuracy estimate available here.
 NO0301
 NO0301.Click photographs - Photos may exist for this station.
 NO0301
 NO0301.The dynamic height is computed by dividing the NAVD 88
 NO0301.geopotential number by the normal gravity value computed on the
 NO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0301.degrees latitude (g = 980.6199 gals.).
 NO0301
 NO0301.The modeled gravity was interpolated from observed gravity values.
 NO0301
 NO0301;                    North         East    Units  Estimated Accuracy
 NO0301;SPC NE       -   346,900.      376,760.      MT  (+/- 180 meters Scaled)
 NO0301
 NO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN952580(NAD 83)
 NO0301
 NO0301                          SUPERSEDED SURVEY CONTROL
 NO0301
 NO0301  NGVD 29 (??/??/92)  981.039  (m)         3218.63   (f) ADJ UNCH    1 2
 NO0301
 NO0301.Superseded values are not recommended for survey control.
 NO0301
 NO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0301.See file dsdata.pdf to determine how the superseded data were derived.
 NO0301
 NO0301_MARKER: H = DRILL HOLE
 NO0301_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0301
 NO0301  HISTORY     - Date     Condition        Report By
 NO0301  HISTORY     - 1901     MONUMENTED       CGS
 NO0301  HISTORY     - 1957     GOOD             CGS
 NO0301  HISTORY     - 19980621 MARK NOT FOUND   LOCENG
 NO0301
 NO0301                          STATION DESCRIPTION
 NO0301
 NO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0301'10.3 MI E FROM MERRIMAN.
 NO0301'ABOUT 10.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0301'RAILWAY FROM THE STATION AT MERRIMAN, 1.1 MILES WEST OF THE
 NO0301'STATION AT ELI, IN SECTION 1, T. 34 N., R. 36 W., 66 1/2 FEET
 NO0301'NORTHEAST OF THE SEVENTH POLE EAST OF MILEPOST 322, 36 FEET
 NO0301'SOUTH OF THE SOUTH RAIL, 94 FEET NORTH OF THE CENTER LINE OF A
 NO0301'DIRT ROAD, 60 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A
 NO0301'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK, A SQUARE
 NO0301'CUT IN THE TOP OF A STONE POST SURROUNDED BY THE LETTERS USBM.
 NO0301
 NO0301                          STATION RECOVERY (1998)
 NO0301
 NO0301'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NO0301'NOT RECOVERED, AREA AROUND BENCH MARK HAVE CHANGED.  THE REFERENCE
 NO0301'POINTS NO LONGER THERE.  POSSIBLE MARK MAYBE BURIED UNDERSAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0781 ***********************************************************************
 MK0781  DESIGNATION -  M 300
 MK0781  PID         -  MK0781
 MK0781  STATE/COUNTY-  NE/DOUGLAS
 MK0781  COUNTRY     -  US
 MK0781  USGS QUAD   -  WANN (2017)
 MK0781
 MK0781                         *CURRENT SURVEY CONTROL
 MK0781  ______________________________________________________________________
 MK0781* NAD 83(1986) POSITION- 41 12 32.     (N) 096 19 29.     (W)   SCALED
 MK0781* NAVD 88 ORTHO HEIGHT -   337.688 (meters)     1107.90  (feet) ADJUSTED
 MK0781  ______________________________________________________________________
 MK0781  GEOID HEIGHT    -        -26.973 (meters)                     GEOID18
 MK0781  DYNAMIC HEIGHT  -        337.540 (meters)     1107.41  (feet) COMP
 MK0781  MODELED GRAVITY -    980,175.7   (mgal)                       NAVD 88
 MK0781
 MK0781  VERT ORDER      -  SECOND    CLASS 0
 MK0781
 MK0781.The horizontal coordinates were scaled from a map and have
 MK0781.an estimated accuracy of +/- 6 seconds.
 MK0781
 MK0781.The orthometric height was determined by differential leveling and
 MK0781.adjusted by the NATIONAL GEODETIC SURVEY
 MK0781.in June 1991.
 MK0781
 MK0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0781.GEOID18 height accuracy estimate available here.
 MK0781
 MK0781.Click photographs - Photos may exist for this station.
 MK0781
 MK0781.The dynamic height is computed by dividing the NAVD 88
 MK0781.geopotential number by the normal gravity value computed on the
 MK0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0781.degrees latitude (g = 980.6199 gals.).
 MK0781
 MK0781.The modeled gravity was interpolated from observed gravity values.
 MK0781
 MK0781;                    North         East    Units  Estimated Accuracy
 MK0781;SPC NE       -   159,270.      808,050.      MT  (+/- 180 meters Scaled)
 MK0781
 MK0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL242653(NAD 83)
 MK0781
 MK0781                          SUPERSEDED SURVEY CONTROL
 MK0781
 MK0781  NGVD 29 (??/??/92)  337.565  (m)         1107.49   (f) ADJ UNCH    2 0
 MK0781
 MK0781.Superseded values are not recommended for survey control.
 MK0781
 MK0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0781.See file dsdata.pdf to determine how the superseded data were derived.
 MK0781
 MK0781_MARKER: DB = BENCH MARK DISK
 MK0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0781_STAMPING: M 300 1950
 MK0781_MARK LOGO: CGS
 MK0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0781+STABILITY: SURFACE MOTION
 MK0781
 MK0781  HISTORY     - Date     Condition        Report By
 MK0781  HISTORY     - 1950     MONUMENTED       CGS
 MK0781  HISTORY     - 1976     GOOD             LOCSUR
 MK0781  HISTORY     - 20090826 MARK NOT FOUND   THOMDD
 MK0781
 MK0781                          STATION DESCRIPTION
 MK0781
 MK0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0781'7.9 MI S FROM VALLEY.
 MK0781'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0781'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.8 MILES
 MK0781'SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 4.0 MILES SOUTH ALONG
 MK0781'STATE HIGHWAY 93, THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD,
 MK0781'AT THE FARM HOME OF HENREY SCHNEIDER, 144 FEET NORTHEAST OF THE
 MK0781'CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 63 FEET EAST
 MK0781'OF THE CENTER LINE OF A ROAD LEADING NORTH, 20 FEET NORTH OF THE
 MK0781'NORTHWEST CORNER OF A BRICK HOUSE, 33 FEET WEST OF THE CENTER OF
 MK0781'A GATE, 14 FEET WEST OF A POWER POLE, 1.0 FOOT NORTH OF A
 MK0781'YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0781'0.1 FOOT ABOVE THE GROUND.
 MK0781
 MK0781                          STATION RECOVERY (1976)
 MK0781
 MK0781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0781'RECOVERED IN GOOD CONDITION.
 MK0781
 MK0781                          STATION RECOVERY (2009)
 MK0781
 MK0781'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2009 (MTC)
 MK0781'COULD NOT RECOVER POINT AS REFERENCES HAVE BEEN REMOVED FROM SITE AND
 MK0781'NO SIGNAL FROM METAL DETECTOR. POSSIBLY DESTROYED DUE TO HOUSE
 MK0781'REMOVAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0547 ***********************************************************************
 MK0547  DESIGNATION -  M 301
 MK0547  PID         -  MK0547
 MK0547  STATE/COUNTY-  NE/SARPY
 MK0547  COUNTRY     -  US
 MK0547  USGS QUAD   -  RALSTON (2017)
 MK0547
 MK0547                         *CURRENT SURVEY CONTROL
 MK0547  ______________________________________________________________________
 MK0547* NAD 83(1986) POSITION- 41 09 42.     (N) 096 03 10.     (W)   SCALED
 MK0547* NAVD 88 ORTHO HEIGHT -   309.559 (meters)     1015.61  (feet) ADJUSTED
 MK0547  ______________________________________________________________________
 MK0547  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 MK0547  DYNAMIC HEIGHT  -        309.431 (meters)     1015.19  (feet) COMP
 MK0547  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 MK0547
 MK0547  VERT ORDER      -  SECOND    CLASS 0
 MK0547
 MK0547.The horizontal coordinates were scaled from a map and have
 MK0547.an estimated accuracy of +/- 6 seconds.
 MK0547
 MK0547.The orthometric height was determined by differential leveling and
 MK0547.adjusted by the NATIONAL GEODETIC SURVEY
 MK0547.in June 1991.
 MK0547
 MK0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0547.GEOID18 height accuracy estimate available here.
 MK0547
 MK0547.Click photographs - Photos may exist for this station.
 MK0547
 MK0547.The dynamic height is computed by dividing the NAVD 88
 MK0547.geopotential number by the normal gravity value computed on the
 MK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0547.degrees latitude (g = 980.6199 gals.).
 MK0547
 MK0547.The modeled gravity was interpolated from observed gravity values.
 MK0547
 MK0547;                    North         East    Units  Estimated Accuracy
 MK0547;SPC NE       -   155,040.      831,070.      MT  (+/- 180 meters Scaled)
 MK0547
 MK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL472608(NAD 83)
 MK0547
 MK0547                          SUPERSEDED SURVEY CONTROL
 MK0547
 MK0547  NGVD 29 (??/??/92)  309.450  (m)         1015.25   (f) ADJ UNCH    2 0
 MK0547
 MK0547.Superseded values are not recommended for survey control.
 MK0547
 MK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0547.See file dsdata.pdf to determine how the superseded data were derived.
 MK0547
 MK0547_MARKER: DB = BENCH MARK DISK
 MK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0547_STAMPING: M 301 1950
 MK0547_MARK LOGO: CGS
 MK0547_PROJECTION: PROJECTING 15 CENTIMETERS
 MK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0547+STABILITY: SURFACE MOTION
 MK0547
 MK0547  HISTORY     - Date     Condition        Report By
 MK0547  HISTORY     - 1950     MONUMENTED       CGS
 MK0547
 MK0547                          STATION DESCRIPTION
 MK0547
 MK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0547'0.8 MI NW FROM PAPILLION.
 MK0547'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0547'STATION AT PAPILLION, AT A PRIVATE ROAD CROSSING, 71 FEET SOUTH
 MK0547'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 43 FEET
 MK0547'NORTHEAST OF THE NORTHEAST RAIL, 22 FEET SOUTHEAST OF A GATE
 MK0547'POST, 7 FEET NORTHWEST OF A TELEPHONE POLE, 3.4 FEET SOUTHWEST
 MK0547'OF THE RIGHT OF WAY FENCE, 1.7 FEET EAST OF A WITNESS POST, SET
 MK0547'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0547'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0697 ***********************************************************************
 MJ0697  DESIGNATION -  M 302
 MJ0697  PID         -  MJ0697
 MJ0697  STATE/COUNTY-  NE/SARPY
 MJ0697  COUNTRY     -  US
 MJ0697  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0697
 MJ0697                         *CURRENT SURVEY CONTROL
 MJ0697  ______________________________________________________________________
 MJ0697* NAD 83(1986) POSITION- 41 08 45.     (N) 095 57 52.     (W)   SCALED
 MJ0697* NAVD 88 ORTHO HEIGHT -   299.016 (meters)      981.02  (feet) ADJUSTED
 MJ0697  ______________________________________________________________________
 MJ0697  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 MJ0697  DYNAMIC HEIGHT  -        298.894 (meters)      980.62  (feet) COMP
 MJ0697  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 MJ0697
 MJ0697  VERT ORDER      -  SECOND    CLASS 0
 MJ0697
 MJ0697.The horizontal coordinates were scaled from a map and have
 MJ0697.an estimated accuracy of +/- 6 seconds.
 MJ0697
 MJ0697.The orthometric height was determined by differential leveling and
 MJ0697.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0697.in June 1991.
 MJ0697
 MJ0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0697.GEOID18 height accuracy estimate available here.
 MJ0697
 MJ0697.Click photographs - Photos may exist for this station.
 MJ0697
 MJ0697.The dynamic height is computed by dividing the NAVD 88
 MJ0697.geopotential number by the normal gravity value computed on the
 MJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0697.degrees latitude (g = 980.6199 gals.).
 MJ0697
 MJ0697.The modeled gravity was interpolated from observed gravity values.
 MJ0697
 MJ0697;                    North         East    Units  Estimated Accuracy
 MJ0697;SPC NE       -   153,620.      838,550.      MT  (+/- 180 meters Scaled)
 MJ0697
 MJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF512591(NAD 83)
 MJ0697
 MJ0697                          SUPERSEDED SURVEY CONTROL
 MJ0697
 MJ0697  NGVD 29 (??/??/92)  298.913  (m)          980.68   (f) ADJ UNCH    2 0
 MJ0697
 MJ0697.Superseded values are not recommended for survey control.
 MJ0697
 MJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0697.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0697
 MJ0697_MARKER: DB = BENCH MARK DISK
 MJ0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0697_SP_SET: BRIDGE BASE
 MJ0697_STAMPING: M 302 1950
 MJ0697_MARK LOGO: CGS
 MJ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0697
 MJ0697  HISTORY     - Date     Condition        Report By
 MJ0697  HISTORY     - 1950     MONUMENTED       CGS
 MJ0697  HISTORY     - 1971     GOOD             NGS
 MJ0697
 MJ0697                          STATION DESCRIPTION
 MJ0697
 MJ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0697'0.8 MI W FROM GILMORE.
 MJ0697'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MJ0697'STATION AT GILMORE, 0.15 MILE EAST OF A ROAD CROSSING, 0.8 FOOT
 MJ0697'NORTH OF THE NORTH RAIL, 7 FEET BELOW THE TOP OF THE RAILS,
 MJ0697'SET IN THE TOP OF THE NORTH END OF THE NORTHEAST CONCRETE BASE
 MJ0697'OF THE STEEL STRUCTURE OF RAILROAD BRIDGE 12.65 WHICH IS OVER MUD
 MJ0697'CREEK.
 MJ0697
 MJ0697                          STATION RECOVERY (1971)
 MJ0697
 MJ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0730 ***********************************************************************
 MK0730  DESIGNATION -  M 303
 MK0730  PID         -  MK0730
 MK0730  STATE/COUNTY-  NE/SAUNDERS
 MK0730  COUNTRY     -  US
 MK0730  USGS QUAD   -  LESHARA (2017)
 MK0730
 MK0730                         *CURRENT SURVEY CONTROL
 MK0730  ______________________________________________________________________
 MK0730* NAD 83(1986) POSITION- 41 20 08.     (N) 096 29 43.     (W)   SCALED
 MK0730* NAVD 88 ORTHO HEIGHT -   377.225 (meters)     1237.61  (feet) ADJUSTED
 MK0730  ______________________________________________________________________
 MK0730  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 MK0730  DYNAMIC HEIGHT  -        377.046 (meters)     1237.03  (feet) COMP
 MK0730  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 MK0730
 MK0730  VERT ORDER      -  SECOND    CLASS 0
 MK0730
 MK0730.The horizontal coordinates were scaled from a map and have
 MK0730.an estimated accuracy of +/- 6 seconds.
 MK0730
 MK0730.The orthometric height was determined by differential leveling and
 MK0730.adjusted by the NATIONAL GEODETIC SURVEY
 MK0730.in June 1991.
 MK0730
 MK0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0730.GEOID18 height accuracy estimate available here.
 MK0730
 MK0730.Click photographs - Photos may exist for this station.
 MK0730
 MK0730.The dynamic height is computed by dividing the NAVD 88
 MK0730.geopotential number by the normal gravity value computed on the
 MK0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0730.degrees latitude (g = 980.6199 gals.).
 MK0730
 MK0730.The modeled gravity was interpolated from observed gravity values.
 MK0730
 MK0730;                    North         East    Units  Estimated Accuracy
 MK0730;SPC NE       -   172,730.      793,190.      MT  (+/- 180 meters Scaled)
 MK0730
 MK0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL095790(NAD 83)
 MK0730
 MK0730                          SUPERSEDED SURVEY CONTROL
 MK0730
 MK0730  NGVD 29 (??/??/92)  377.076  (m)         1237.12   (f) ADJ UNCH    2 0
 MK0730
 MK0730.Superseded values are not recommended for survey control.
 MK0730
 MK0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0730.See file dsdata.pdf to determine how the superseded data were derived.
 MK0730
 MK0730_MARKER: DB = BENCH MARK DISK
 MK0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0730_STAMPING: M 303 1950
 MK0730_MARK LOGO: CGS
 MK0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0730+STABILITY: SURFACE MOTION
 MK0730
 MK0730  HISTORY     - Date     Condition        Report By
 MK0730  HISTORY     - 1950     MONUMENTED       CGS
 MK0730
 MK0730                          STATION DESCRIPTION
 MK0730
 MK0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0730'4.2 MI NW FROM LESHARA.
 MK0730'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0730'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0730'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0730'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0730'THENCE 3.5 MILES WEST ALONG A GRAVELED ROAD, 63 FEET NORTH OF THE
 MK0730'CENTER LINE OF THE GRAVELED ROAD, 20 FEET WEST OF THE CENTER
 MK0730'LINE OF A PRIVATE DRIVEWAY, 6.7 FEET NORTH OF A POWER POLE, 1.2
 MK0730'FEET EAST OF A WIRE FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET
 MK0730'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MK0730'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1036 ***********************************************************************
 MK1036  DESIGNATION -  M 304
 MK1036  PID         -  MK1036
 MK1036  STATE/COUNTY-  NE/SAUNDERS
 MK1036  COUNTRY     -  US
 MK1036  USGS QUAD   -  COLON (2017)
 MK1036
 MK1036                         *CURRENT SURVEY CONTROL
 MK1036  ______________________________________________________________________
 MK1036* NAD 83(1986) POSITION- 41 19 07.     (N) 096 30 09.     (W)   SCALED
 MK1036* NAVD 88 ORTHO HEIGHT -   405.045 (meters)     1328.89  (feet) ADJUSTED
 MK1036  ______________________________________________________________________
 MK1036  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 MK1036  DYNAMIC HEIGHT  -        404.852 (meters)     1328.25  (feet) COMP
 MK1036  MODELED GRAVITY -    980,135.9   (mgal)                       NAVD 88
 MK1036
 MK1036  VERT ORDER      -  SECOND    CLASS 0
 MK1036
 MK1036.The horizontal coordinates were scaled from a map and have
 MK1036.an estimated accuracy of +/- 6 seconds.
 MK1036
 MK1036.The orthometric height was determined by differential leveling and
 MK1036.adjusted by the NATIONAL GEODETIC SURVEY
 MK1036.in June 1991.
 MK1036
 MK1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1036.GEOID18 height accuracy estimate available here.
 MK1036
 MK1036.Click photographs - Photos may exist for this station.
 MK1036
 MK1036.The dynamic height is computed by dividing the NAVD 88
 MK1036.geopotential number by the normal gravity value computed on the
 MK1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1036.degrees latitude (g = 980.6199 gals.).
 MK1036
 MK1036.The modeled gravity was interpolated from observed gravity values.
 MK1036
 MK1036;                    North         East    Units  Estimated Accuracy
 MK1036;SPC NE       -   170,820.      792,660.      MT  (+/- 180 meters Scaled)
 MK1036
 MK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090771(NAD 83)
 MK1036
 MK1036                          SUPERSEDED SURVEY CONTROL
 MK1036
 MK1036  NGVD 29 (??/??/92)  404.893  (m)         1328.39   (f) ADJ UNCH    2 0
 MK1036
 MK1036.Superseded values are not recommended for survey control.
 MK1036
 MK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1036.See file dsdata.pdf to determine how the superseded data were derived.
 MK1036
 MK1036_MARKER: DB = BENCH MARK DISK
 MK1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1036_STAMPING: M 304 1950
 MK1036_MARK LOGO: CGS
 MK1036_PROJECTION: FLUSH
 MK1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1036+STABILITY: SURFACE MOTION
 MK1036
 MK1036  HISTORY     - Date     Condition        Report By
 MK1036  HISTORY     - 1950     MONUMENTED       CGS
 MK1036
 MK1036                          STATION DESCRIPTION
 MK1036
 MK1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1036'7.1 MI NE FROM COLON.
 MK1036'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND
 MK1036'NORTH WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1036'ALONG STATE HIGHWAY 109, THENCE 5.2 MILES EAST ALONG STATE
 MK1036'HIGHWAY 64, THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 77, AT THE
 MK1036'L.H. SHRIVER FARMHOUSE, 144 FEET WEST OF THE CENTER LINE OF THE
 MK1036'HIGHWAY, 22 FEET NORTH OF THE NORTH CORNER OF THE FARMHOUSE,
 MK1036'11 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FEET
 MK1036'EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1036'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0598 ***********************************************************************
 MK0598  DESIGNATION -  M 305
 MK0598  PID         -  MK0598
 MK0598  STATE/COUNTY-  NE/DOUGLAS
 MK0598  COUNTRY     -  US
 MK0598  USGS QUAD   -  ARLINGTON (2017)
 MK0598
 MK0598                         *CURRENT SURVEY CONTROL
 MK0598  ______________________________________________________________________
 MK0598* NAD 83(1986) POSITION- 41 23 35.     (N) 096 20 51.     (W)   SCALED
 MK0598* NAVD 88 ORTHO HEIGHT -   349.906 (meters)     1147.98  (feet) ADJUSTED
 MK0598  ______________________________________________________________________
 MK0598  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 MK0598  DYNAMIC HEIGHT  -        349.741 (meters)     1147.44  (feet) COMP
 MK0598  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 MK0598
 MK0598  VERT ORDER      -  SECOND    CLASS 0
 MK0598
 MK0598.The horizontal coordinates were scaled from a map and have
 MK0598.an estimated accuracy of +/- 6 seconds.
 MK0598
 MK0598.The orthometric height was determined by differential leveling and
 MK0598.adjusted by the NATIONAL GEODETIC SURVEY
 MK0598.in June 1991.
 MK0598
 MK0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0598.GEOID18 height accuracy estimate available here.
 MK0598
 MK0598.Click photographs - Photos may exist for this station.
 MK0598
 MK0598.The dynamic height is computed by dividing the NAVD 88
 MK0598.geopotential number by the normal gravity value computed on the
 MK0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0598.degrees latitude (g = 980.6199 gals.).
 MK0598
 MK0598.The modeled gravity was interpolated from observed gravity values.
 MK0598
 MK0598;                    North         East    Units  Estimated Accuracy
 MK0598;SPC NE       -   179,620.      805,280.      MT  (+/- 180 meters Scaled)
 MK0598
 MK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL217857(NAD 83)
 MK0598
 MK0598                          SUPERSEDED SURVEY CONTROL
 MK0598
 MK0598  NGVD 29 (??/??/92)  349.762  (m)         1147.51   (f) ADJ UNCH    2 0
 MK0598
 MK0598.Superseded values are not recommended for survey control.
 MK0598
 MK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0598.See file dsdata.pdf to determine how the superseded data were derived.
 MK0598
 MK0598_MARKER: DB = BENCH MARK DISK
 MK0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0598_STAMPING: M 305 1950
 MK0598_MARK LOGO: CGS
 MK0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0598+STABILITY: SURFACE MOTION
 MK0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0598+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2011
 MK0598
 MK0598  HISTORY     - Date     Condition        Report By
 MK0598  HISTORY     - 1950     MONUMENTED       CGS
 MK0598  HISTORY     - 1976     GOOD             LOCSUR
 MK0598  HISTORY     - 20110117 GOOD             INDIV
 MK0598
 MK0598                          STATION DESCRIPTION
 MK0598
 MK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0598'5.8 MI NW FROM ELK CITY.
 MK0598'0.5 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT
 MK0598'ELK CITY, THENCE 3.25 MILES WEST ALONG STATE HIGHWAYS 8 AND 93,
 MK0598'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 MK0598'WEST ALONG THE DODGE-DOUGLAS COUNTY LINE ROAD, 75 FEET EAST OF
 MK0598'THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 28 FEET SOUTH
 MK0598'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT SOUTH
 MK0598'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK0598'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0598'THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK L 305.
 MK0598
 MK0598                          STATION RECOVERY (1976)
 MK0598
 MK0598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0598'RECOVERED IN GOOD CONDITION.
 MK0598
 MK0598                          STATION RECOVERY (2011)
 MK0598
 MK0598'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0598'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0199 ***********************************************************************
 ML0199  DESIGNATION -  M 306
 ML0199  PID         -  ML0199
 ML0199  STATE/COUNTY-  NE/HOWARD
 ML0199  COUNTRY     -  US
 ML0199  USGS QUAD   -  WOLBACH SW (2017)
 ML0199
 ML0199                         *CURRENT SURVEY CONTROL
 ML0199  ______________________________________________________________________
 ML0199* NAD 83(1986) POSITION- 41 17 10.     (N) 098 25 23.     (W)   SCALED
 ML0199* NAVD 88 ORTHO HEIGHT -   569.137 (meters)     1867.24  (feet) ADJUSTED
 ML0199  ______________________________________________________________________
 ML0199  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 ML0199  DYNAMIC HEIGHT  -        568.854 (meters)     1866.32  (feet) COMP
 ML0199  MODELED GRAVITY -    980,106.9   (mgal)                       NAVD 88
 ML0199
 ML0199  VERT ORDER      -  SECOND    CLASS 0
 ML0199
 ML0199.The horizontal coordinates were scaled from a map and have
 ML0199.an estimated accuracy of +/- 6 seconds.
 ML0199
 ML0199.The orthometric height was determined by differential leveling and
 ML0199.adjusted by the NATIONAL GEODETIC SURVEY
 ML0199.in June 1991.
 ML0199
 ML0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0199.GEOID18 height accuracy estimate available here.
 ML0199
 ML0199.Click photographs - Photos may exist for this station.
 ML0199
 ML0199.The dynamic height is computed by dividing the NAVD 88
 ML0199.geopotential number by the normal gravity value computed on the
 ML0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0199.degrees latitude (g = 980.6199 gals.).
 ML0199
 ML0199.The modeled gravity was interpolated from observed gravity values.
 ML0199
 ML0199;                    North         East    Units  Estimated Accuracy
 ML0199;SPC NE       -   162,500.      632,050.      MT  (+/- 180 meters Scaled)
 ML0199
 ML0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL483706(NAD 83)
 ML0199
 ML0199                          SUPERSEDED SURVEY CONTROL
 ML0199
 ML0199  NGVD 29 (??/??/92)  568.894  (m)         1866.45   (f) ADJ UNCH    2 0
 ML0199
 ML0199.Superseded values are not recommended for survey control.
 ML0199
 ML0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0199.See file dsdata.pdf to determine how the superseded data were derived.
 ML0199
 ML0199_MARKER: DB = BENCH MARK DISK
 ML0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0199_STAMPING: M 306 1950
 ML0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0199+STABILITY: SURFACE MOTION
 ML0199
 ML0199  HISTORY     - Date     Condition        Report By
 ML0199  HISTORY     - 1950     MONUMENTED       CGS
 ML0199
 ML0199                          STATION DESCRIPTION
 ML0199
 ML0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0199'3.6 MI SW FROM CUSHING.
 ML0199'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0199'AT CUSHING, JUST EAST OF A CURVE IN THE HIGHWAY, 200 FEET EAST
 ML0199'OF THE TOP OF A HILL, ON THE EAST SLOPE OF A HILL, 47 FEET WEST
 ML0199'OF A FENCE CORNER, 37 FEET NORTH OF THE CENTER LINE OF THE
 ML0199'HIGHWAY, 1 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS
 ML0199'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0199'ABOVE THE GROUND.  THIS MARK IS 0.2 MILE EAST OF BENCH MARK 10-47.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1570 ***********************************************************************
 MK1570  DESIGNATION -  M 308
 MK1570  PID         -  MK1570
 MK1570  STATE/COUNTY-  NE/NANCE
 MK1570  COUNTRY     -  US
 MK1570  USGS QUAD   -  FULLERTON NE (2017)
 MK1570
 MK1570                         *CURRENT SURVEY CONTROL
 MK1570  ______________________________________________________________________
 MK1570* NAD 83(1986) POSITION- 41 23 42.     (N) 097 52 07.     (W)   SCALED
 MK1570* NAVD 88 ORTHO HEIGHT -   490.437 (meters)     1609.04  (feet) ADJUSTED
 MK1570  ______________________________________________________________________
 MK1570  GEOID HEIGHT    -        -24.982 (meters)                     GEOID18
 MK1570  DYNAMIC HEIGHT  -        490.209 (meters)     1608.29  (feet) COMP
 MK1570  MODELED GRAVITY -    980,143.8   (mgal)                       NAVD 88
 MK1570
 MK1570  VERT ORDER      -  SECOND    CLASS 0
 MK1570
 MK1570.The horizontal coordinates were scaled from a map and have
 MK1570.an estimated accuracy of +/- 6 seconds.
 MK1570
 MK1570.The orthometric height was determined by differential leveling and
 MK1570.adjusted by the NATIONAL GEODETIC SURVEY
 MK1570.in June 1991.
 MK1570
 MK1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1570.GEOID18 height accuracy estimate available here.
 MK1570
 MK1570.Click photographs - Photos may exist for this station.
 MK1570
 MK1570.The dynamic height is computed by dividing the NAVD 88
 MK1570.geopotential number by the normal gravity value computed on the
 MK1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1570.degrees latitude (g = 980.6199 gals.).
 MK1570
 MK1570.The modeled gravity was interpolated from observed gravity values.
 MK1570
 MK1570;                    North         East    Units  Estimated Accuracy
 MK1570;SPC NE       -   175,580.      678,170.      MT  (+/- 180 meters Scaled)
 MK1570
 MK1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL945832(NAD 83)
 MK1570
 MK1570                          SUPERSEDED SURVEY CONTROL
 MK1570
 MK1570  NGVD 29 (??/??/92)  490.223  (m)         1608.34   (f) ADJ UNCH    2 0
 MK1570
 MK1570.Superseded values are not recommended for survey control.
 MK1570
 MK1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1570.See file dsdata.pdf to determine how the superseded data were derived.
 MK1570
 MK1570_MARKER: DB = BENCH MARK DISK
 MK1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1570_STAMPING: M 308 1950
 MK1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1570+STABILITY: SURFACE MOTION
 MK1570
 MK1570  HISTORY     - Date     Condition        Report By
 MK1570  HISTORY     - 1950     MONUMENTED       CGS
 MK1570
 MK1570                          STATION DESCRIPTION
 MK1570
 MK1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1570'7.3 MI NE FROM FULLERTON.
 MK1570'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1570'AT FULLERTON, AT A T ROAD JUNCTION, 0.1 MILE WEST OF A FARMHOUSE
 MK1570'WHICH IS ON THE NORTH SIDE OF THE ROAD, 141 FEET NORTH OF THE
 MK1570'CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF A POWER POLE, 31
 MK1570'FEET WEST OF THE CENTER LINE OF A SIDE ROAD LEADING NORTH, 1
 MK1570'FOOT EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN
 MK1570'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MK1570'GROUND.  THIS MARK IS 1.2 MILES WEST OF BENCH MARK N 308.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1420 ***********************************************************************
 MK1420  DESIGNATION -  M 309
 MK1420  PID         -  MK1420
 MK1420  STATE/COUNTY-  NE/MERRICK
 MK1420  COUNTRY     -  US
 MK1420  USGS QUAD   -  GENOA (2017)
 MK1420
 MK1420                         *CURRENT SURVEY CONTROL
 MK1420  ______________________________________________________________________
 MK1420* NAD 83(1986) POSITION- 41 23 06.     (N) 097 41 39.     (W)   SCALED
 MK1420* NAVD 88 ORTHO HEIGHT -   478.871 (meters)     1571.10  (feet) ADJUSTED
 MK1420  ______________________________________________________________________
 MK1420  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 MK1420  DYNAMIC HEIGHT  -        478.649 (meters)     1570.37  (feet) COMP
 MK1420  MODELED GRAVITY -    980,146.2   (mgal)                       NAVD 88
 MK1420
 MK1420  VERT ORDER      -  SECOND    CLASS 0
 MK1420
 MK1420.The horizontal coordinates were scaled from a map and have
 MK1420.an estimated accuracy of +/- 6 seconds.
 MK1420
 MK1420.The orthometric height was determined by differential leveling and
 MK1420.adjusted by the NATIONAL GEODETIC SURVEY
 MK1420.in June 1991.
 MK1420
 MK1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1420.GEOID18 height accuracy estimate available here.
 MK1420
 MK1420.Click photographs - Photos may exist for this station.
 MK1420
 MK1420.The dynamic height is computed by dividing the NAVD 88
 MK1420.geopotential number by the normal gravity value computed on the
 MK1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1420.degrees latitude (g = 980.6199 gals.).
 MK1420
 MK1420.The modeled gravity was interpolated from observed gravity values.
 MK1420
 MK1420;                    North         East    Units  Estimated Accuracy
 MK1420;SPC NE       -   174,850.      692,780.      MT  (+/- 180 meters Scaled)
 MK1420
 MK1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL091823(NAD 83)
 MK1420
 MK1420                          SUPERSEDED SURVEY CONTROL
 MK1420
 MK1420  NGVD 29 (??/??/92)  478.666  (m)         1570.42   (f) ADJ UNCH    2 0
 MK1420
 MK1420.Superseded values are not recommended for survey control.
 MK1420
 MK1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1420.See file dsdata.pdf to determine how the superseded data were derived.
 MK1420
 MK1420_MARKER: DB = BENCH MARK DISK
 MK1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1420_STAMPING: M 309 1950
 MK1420_MARK LOGO: CGS
 MK1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1420+STABILITY: SURFACE MOTION
 MK1420
 MK1420  HISTORY     - Date     Condition        Report By
 MK1420  HISTORY     - 1950     MONUMENTED       CGS
 MK1420
 MK1420                          STATION DESCRIPTION
 MK1420
 MK1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1420'5.6 MI SE FROM GENOA.
 MK1420'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1420'GENOA, THENCE 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.3
 MK1420'MILE NORTH OF A JUNCTION WITH A ROAD LEADING WEST, 0.3 MILE
 MK1420'NORTHEAST OF A LARGE RED BARN, ALONG AN EAST AND WEST FENCE, 42
 MK1420'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTHWEST
 MK1420'OF THE CENTER OF A WIRE GATE, 2.5 FEET NORTHWEST OF A FENCE
 MK1420'CORNER, 3.5 FEET NORTHWEST OF A WITNESS POST, 1 FOOT NORTH OF
 MK1420'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1420'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1421 ***********************************************************************
 MK1421  DESIGNATION -  M 309 RESET
 MK1421  PID         -  MK1421
 MK1421  STATE/COUNTY-  NE/MERRICK
 MK1421  COUNTRY     -  US
 MK1421  USGS QUAD   -  GENOA (2017)
 MK1421
 MK1421                         *CURRENT SURVEY CONTROL
 MK1421  ______________________________________________________________________
 MK1421* NAD 83(1986) POSITION- 41 23 07.     (N) 097 41 39.     (W)   SCALED
 MK1421* NAVD 88 ORTHO HEIGHT -   478.79  (meters)     1570.8   (feet) RESET
 MK1421  ______________________________________________________________________
 MK1421  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 MK1421  VERT ORDER      -  THIRD
 MK1421
 MK1421.The horizontal coordinates were scaled from a map and have
 MK1421.an estimated accuracy of +/- 6 seconds.
 MK1421
 MK1421.The orthometric height was computed from unverified reset data.
 MK1421
 MK1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1421.GEOID18 height accuracy estimate available here.
 MK1421
 MK1421.Click photographs - Photos may exist for this station.
 MK1421
 MK1421;                    North         East    Units  Estimated Accuracy
 MK1421;SPC NE       -   174,880.      692,780.      MT  (+/- 180 meters Scaled)
 MK1421
 MK1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL091823(NAD 83)
 MK1421
 MK1421                          SUPERSEDED SURVEY CONTROL
 MK1421
 MK1421  NGVD 29 (??/??/??)  478.58   (m)         1570.1    (f) RESET       3  
 MK1421
 MK1421.Superseded values are not recommended for survey control.
 MK1421
 MK1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1421.See file dsdata.pdf to determine how the superseded data were derived.
 MK1421
 MK1421_MARKER: DB = BENCH MARK DISK
 MK1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1421_STAMPING: M 309 1950 RESET 1960
 MK1421_MARK LOGO: CGS
 MK1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1421+STABILITY: SURFACE MOTION
 MK1421
 MK1421  HISTORY     - Date     Condition        Report By
 MK1421  HISTORY     - 1960     MONUMENTED       CGS
 MK1421
 MK1421                          STATION DESCRIPTION
 MK1421
 MK1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1421'0.2 MI W FROM GENOA.
 MK1421'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1421'GENOA, THENCE 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.3
 MK1421'MILE NORTH OF A JUNCTION WITH A ROAD LEADING WEST FROM THE
 MK1421'HIGHWAY, 0.3 MILE NORTHEAST OF A LARGE RED BARN, 84 FEET WEST OF
 MK1421'THE CENTER OF STATE HIGHWAY 39, 2 FEET NORTH OF AN EAST-WEST
 MK1421'FENCE, AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 MK1421'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0239 ***********************************************************************
 MM0239  DESIGNATION -  M 31
 MM0239  PID         -  MM0239
 MM0239  STATE/COUNTY-  NE/ARTHUR
 MM0239  COUNTRY     -  US
 MM0239  USGS QUAD   -  PACKARD RANCH (2017)
 MM0239
 MM0239                         *CURRENT SURVEY CONTROL
 MM0239  ______________________________________________________________________
 MM0239* NAD 83(1986) POSITION- 41 27 04.     (N) 101 42 55.     (W)   SCALED
 MM0239* NAVD 88 ORTHO HEIGHT -  1091.318 (meters)     3580.43  (feet) ADJUSTED
 MM0239  ______________________________________________________________________
 MM0239  GEOID HEIGHT    -        -20.477 (meters)                     GEOID18
 MM0239  DYNAMIC HEIGHT  -       1090.652 (meters)     3578.25  (feet) COMP
 MM0239  MODELED GRAVITY -    979,974.9   (mgal)                       NAVD 88
 MM0239
 MM0239  VERT ORDER      -  SECOND    CLASS 0
 MM0239
 MM0239.The horizontal coordinates were scaled from a map and have
 MM0239.an estimated accuracy of +/- 6 seconds.
 MM0239
 MM0239.The orthometric height was determined by differential leveling and
 MM0239.adjusted by the NATIONAL GEODETIC SURVEY
 MM0239.in June 1991.
 MM0239
 MM0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0239.GEOID18 height accuracy estimate available here.
 MM0239
 MM0239.Click photographs - Photos may exist for this station.
 MM0239
 MM0239.The dynamic height is computed by dividing the NAVD 88
 MM0239.geopotential number by the normal gravity value computed on the
 MM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0239.degrees latitude (g = 980.6199 gals.).
 MM0239
 MM0239.The modeled gravity was interpolated from observed gravity values.
 MM0239
 MM0239;                    North         East    Units  Estimated Accuracy
 MM0239;SPC NE       -   181,040.      356,730.      MT  (+/- 180 meters Scaled)
 MM0239
 MM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL731923(NAD 83)
 MM0239
 MM0239                          SUPERSEDED SURVEY CONTROL
 MM0239
 MM0239  NGVD 29 (??/??/92) 1090.851  (m)         3578.90   (f) ADJ UNCH    2 0
 MM0239
 MM0239.Superseded values are not recommended for survey control.
 MM0239
 MM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0239.See file dsdata.pdf to determine how the superseded data were derived.
 MM0239
 MM0239_MARKER: DB = BENCH MARK DISK
 MM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0239_STAMPING: M 31 1934
 MM0239_MARK LOGO: CGS
 MM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0239+STABILITY: SURFACE MOTION
 MM0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0239+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0239
 MM0239  HISTORY     - Date     Condition        Report By
 MM0239  HISTORY     - 1934     MONUMENTED       CGS
 MM0239  HISTORY     - 1941     GOOD             CGS
 MM0239  HISTORY     - 20181105 GOOD             NEGS
 MM0239
 MM0239                          STATION DESCRIPTION
 MM0239
 MM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0239'9.8 MI S FROM ARTHUR.
 MM0239'9.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0239'AT A SHORT FARM ROAD LEADING WEST TO A FARMHOUSE, 28 FEET NORTH
 MM0239'OF THE FARM ROAD, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MM0239'AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0239'STAMPED M 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0239
 MM0239                          STATION RECOVERY (2018)
 MM0239
 MM0239'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0239'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 61 AND HAWKINS
 MM0239'STREET IN ARTHUR, NE. GO SOUTH ON NE. HIGHWAY 61 APPROXIMATELY 9.73 MI
 MM0239'(15.66 KM) TO MILE POST 114.60 AND STATION ON THE RIGHT (WEST).  THE
 MM0239'MARK IS LOCATED APPROXIMATELY 51 FT (15.5 M) WEST OF THE CENTERLINE OF
 MM0239'NE. HIGHWAY 61, 13.5 FT (4.1 M) WEST OF NEW ROW FENCE AND NEAR A STEEL
 MM0239'WITNESS POST.  THIS MARK IS AT RISK DUE TO NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0127 ***********************************************************************
 ML0127  DESIGNATION -  M 310
 ML0127  PID         -  ML0127
 ML0127  STATE/COUNTY-  NE/GREELEY
 ML0127  COUNTRY     -  US
 ML0127  USGS QUAD   -  SPALDING NW (2017)
 ML0127
 ML0127                         *CURRENT SURVEY CONTROL
 ML0127  ______________________________________________________________________
 ML0127* NAD 83(1995) POSITION- 41 44 25.35365(N) 098 29 17.95609(W)   NO CHECK
 ML0127* NAVD 88 ORTHO HEIGHT -   603.095 (meters)     1978.65  (feet) ADJUSTED
 ML0127  ______________________________________________________________________
 ML0127  GEOID HEIGHT    -        -24.380 (meters)                     GEOID18
 ML0127  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 ML0127  DYNAMIC HEIGHT  -        602.812 (meters)     1977.73  (feet) COMP
 ML0127  MODELED GRAVITY -    980,134.3   (mgal)                       NAVD 88
 ML0127
 ML0127  HORZ ORDER      -  THIRD
 ML0127  VERT ORDER      -  SECOND    CLASS 0
 ML0127
 ML0127.The horizontal coordinates were established by classical geodetic methods
 ML0127.and adjusted by the National Geodetic Survey in August 1997.
 ML0127
 ML0127.No horizontal observational check was made to the station.
 ML0127
 ML0127.The orthometric height was determined by differential leveling and
 ML0127.adjusted by the NATIONAL GEODETIC SURVEY
 ML0127.in June 1991.
 ML0127
 ML0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0127.GEOID18 height accuracy estimate available here.
 ML0127
 ML0127.Click photographs - Photos may exist for this station.
 ML0127
 ML0127.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0127
 ML0127.The dynamic height is computed by dividing the NAVD 88
 ML0127.geopotential number by the normal gravity value computed on the
 ML0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0127.degrees latitude (g = 980.6199 gals.).
 ML0127
 ML0127.The modeled gravity was interpolated from observed gravity values.
 ML0127
 ML0127. The following values were computed from the NAD 83(1995) position.
 ML0127
 ML0127;                    North         East     Units Scale Factor Converg.
 ML0127;SPC NE       -   212,829.549   625,703.263   MT  0.99966695   +1 00 06.4
 ML0127;SPC NE       -   698,258.28  2,052,828.12   sFT  0.99966695   +1 00 06.4
 ML0127;UTM  14      - 4,621,077.612   542,547.907   MT  0.99962228   +0 20 26.4
 ML0127
 ML0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0127!SPC NE       -   0.99990924  x   0.99966695  =   0.99957622
 ML0127!UTM  14      -   0.99990924  x   0.99962228  =   0.99953155
 ML0127
 ML0127:                Primary Azimuth Mark                     Grid Az
 ML0127:SPC NE       -  AZ WINDMILL NNE                          040 24 35.6
 ML0127:UTM  14      -  AZ WINDMILL NNE                          041 04 15.6
 ML0127
 ML0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4254721077(NAD 83)
 ML0127
 ML0127|---------------------------------------------------------------------|
 ML0127| PID    Reference Object                     Distance      Geod. Az  |
 ML0127|                                                           dddmmss.s |
 ML0127| CN7783 AZ WINDMILL NNE                                    0412442.0 |
 ML0127| CN7767 AZ CUPOLA BARN SSW                                 2075530.5 |
 ML0127|---------------------------------------------------------------------|
 ML0127
 ML0127                          SUPERSEDED SURVEY CONTROL
 ML0127
 ML0127  NAD 83(1986)-  41 44 25.35851(N)    098 29 17.96171(W) AD(       ) 3
 ML0127  NAD 27      -  41 44 25.34264(N)    098 29 16.69686(W) AD(       ) 3
 ML0127  NGVD 29 (??/??/92)  602.856  (m)         1977.87   (f) ADJ UNCH    2 0
 ML0127
 ML0127.Superseded values are not recommended for survey control.
 ML0127
 ML0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0127.See file dsdata.pdf to determine how the superseded data were derived.
 ML0127
 ML0127_MARKER: DB = BENCH MARK DISK
 ML0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0127_STAMPING: M 310 1950
 ML0127_MARK LOGO: CGS
 ML0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0127+STABILITY: SURFACE MOTION
 ML0127
 ML0127  HISTORY     - Date     Condition        Report By
 ML0127  HISTORY     - 1950     MONUMENTED       USGS
 ML0127  HISTORY     - 1950     GOOD             CGS
 ML0127
 ML0127                          STATION DESCRIPTION
 ML0127
 ML0127'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 ML0127'SPALDING, 5.1 MI NW. ALONG STATE HWY. 91 FROM 101 AND 91 AT.  THENCE
 ML0127'1.0 MI N. ALONG A GRAVELED RD., THENCE 3.2 MI NW. ALONG A SAND RD.
 ML0127'200 FT E. OF THE TOP OF A SAND HILL 0.6 FT N. OF FENCE, 1 FT W. OF A
 ML0127'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 ML0127'FT, USC AND GS STANDARD DISK STAMPED---M 310 1950---.  (THIS MARK IS
 ML0127'1.0 MI E. OF BM N - 310)  AZIMUTH TO WINDMILL NNE. ABOUT 1.0 MI
 ML0127'DISTANT--N 41 DEG 25 MIN 10 SEC E.  AZIMUTH TO METAL CUPOLA ON FARM
 ML0127'BLDG. SSW. ABOUT 1.0 MI DISTANT--S 27 DEG 55 MIN 55 SEC W.
 ML0127
 ML0127                          STATION RECOVERY (1950)
 ML0127
 ML0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0127'9.3 MI NW FROM SPALDING.
 ML0127'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0127'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0127'NORTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES NORTHWEST ALONG A
 ML0127'SAND ROAD, 200 FEET EAST OF THE TOP OF A SAND HILL, 51 FEET
 ML0127'SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST OF THE
 ML0127'CENTER LINE OF A ROAD AROUND THE SOUTH SIDE OF THE HILL, 0.6
 ML0127'FOOT NORTH OF A FENCE, 1.0 FEET WEST OF A WITNESS POST, SET
 ML0127'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0127'THE GROUND.  NOTE-- THIS MARK IS 1.0 MILE EAST OF BENCH MARK
 ML0127'N 310.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1674 ***********************************************************************
 MK1674  DESIGNATION -  M 311 RESET
 MK1674  PID         -  MK1674
 MK1674  STATE/COUNTY-  NE/BOONE
 MK1674  COUNTRY     -  US
 MK1674  USGS QUAD   -  CLOSTER SE (2017)
 MK1674
 MK1674                         *CURRENT SURVEY CONTROL
 MK1674  ______________________________________________________________________
 MK1674* NAD 83(1986) POSITION- 41 51 31.     (N) 097 49 58.     (W)   SCALED
 MK1674* NAVD 88 ORTHO HEIGHT -   574.76  (meters)     1885.7   (feet) RESET
 MK1674  ______________________________________________________________________
 MK1674  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 MK1674  VERT ORDER      -  THIRD
 MK1674
 MK1674.The horizontal coordinates were scaled from a map and have
 MK1674.an estimated accuracy of +/- 6 seconds.
 MK1674
 MK1674.The orthometric height was computed from unverified reset data.
 MK1674
 MK1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1674.GEOID18 height accuracy estimate available here.
 MK1674
 MK1674.Click photographs - Photos may exist for this station.
 MK1674
 MK1674;                    North         East    Units  Estimated Accuracy
 MK1674;SPC NE       -   227,110.      679,880.      MT  (+/- 180 meters Scaled)
 MK1674
 MK1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM968347(NAD 83)
 MK1674
 MK1674                          SUPERSEDED SURVEY CONTROL
 MK1674
 MK1674.No superseded survey control is available for this station.
 MK1674
 MK1674_MARKER: DB = BENCH MARK DISK
 MK1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1674_STAMPING: M 311 RESET 1971
 MK1674_MARK LOGO: CGS
 MK1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1674+STABILITY: SURFACE MOTION
 MK1674
 MK1674  HISTORY     - Date     Condition        Report By
 MK1674  HISTORY     - 1971     MONUMENTED       NGS
 MK1674  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1674
 MK1674                          STATION DESCRIPTION
 MK1674
 MK1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1674'13 MI S FROM TILDEN.
 MK1674'13.05 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1674'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1674'IN THE NORTHEAST ANGLE OF A CROSS ROAD INTERSECTION, 94 FEET NORTH
 MK1674'OF THE CENTER OF STATE HIGHWAY 32, 85 FEET EAST OF THE CENTER OF
 MK1674'STATE HIGHWAY 39, 48 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 MK1674'OF A GARAGE, 3 FEET SOUTH OF A METAL WITNESS POST, SET IN TOP OF
 MK1674'A 12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 MK1674'THIS MARK IS 1.219 METER HIGHER THAN THE ORIGINAL BENCH MARK.
 MK1674
 MK1674                          STATION RECOVERY (2009)
 MK1674
 MK1674'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1674'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1694 ***********************************************************************
 MK1694  DESIGNATION -  M 312
 MK1694  PID         -  MK1694
 MK1694  STATE/COUNTY-  NE/BOONE
 MK1694  COUNTRY     -  US
 MK1694  USGS QUAD   -  CLOSTER SW (2017)
 MK1694
 MK1694                         *CURRENT SURVEY CONTROL
 MK1694  ______________________________________________________________________
 MK1694* NAD 83(1986) POSITION- 41 49 44.     (N) 097 54 41.     (W)   SCALED
 MK1694* NAVD 88 ORTHO HEIGHT -   595.767 (meters)     1954.61  (feet) ADJUSTED
 MK1694  ______________________________________________________________________
 MK1694  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 MK1694  DYNAMIC HEIGHT  -        595.517 (meters)     1953.79  (feet) COMP
 MK1694  MODELED GRAVITY -    980,182.5   (mgal)                       NAVD 88
 MK1694
 MK1694  VERT ORDER      -  SECOND    CLASS 0
 MK1694
 MK1694.The horizontal coordinates were scaled from a map and have
 MK1694.an estimated accuracy of +/- 6 seconds.
 MK1694
 MK1694.The orthometric height was determined by differential leveling and
 MK1694.adjusted by the NATIONAL GEODETIC SURVEY
 MK1694.in June 1991.
 MK1694
 MK1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1694.GEOID18 height accuracy estimate available here.
 MK1694
 MK1694.Click photographs - Photos may exist for this station.
 MK1694
 MK1694.The dynamic height is computed by dividing the NAVD 88
 MK1694.geopotential number by the normal gravity value computed on the
 MK1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1694.degrees latitude (g = 980.6199 gals.).
 MK1694
 MK1694.The modeled gravity was interpolated from observed gravity values.
 MK1694
 MK1694;                    North         East    Units  Estimated Accuracy
 MK1694;SPC NE       -   223,650.      673,430.      MT  (+/- 180 meters Scaled)
 MK1694
 MK1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM903313(NAD 83)
 MK1694
 MK1694                          SUPERSEDED SURVEY CONTROL
 MK1694
 MK1694  NGVD 29 (??/??/92)  595.554  (m)         1953.91   (f) ADJ UNCH    2 0
 MK1694
 MK1694.Superseded values are not recommended for survey control.
 MK1694
 MK1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1694.See file dsdata.pdf to determine how the superseded data were derived.
 MK1694
 MK1694_MARKER: DB = BENCH MARK DISK
 MK1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1694_STAMPING: M 312 1950
 MK1694_MARK LOGO: CGS
 MK1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1694+STABILITY: SURFACE MOTION
 MK1694
 MK1694  HISTORY     - Date     Condition        Report By
 MK1694  HISTORY     - 1950     MONUMENTED       CGS
 MK1694  HISTORY     - 1989     GOOD             LOCSUR
 MK1694
 MK1694                          STATION DESCRIPTION
 MK1694
 MK1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1694'10.6 MI E FROM PETERSBURG.
 MK1694'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1694'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1694'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 3.9 MILES EAST
 MK1694'ALONG A DIRT ROAD, 400 FEET WEST OF A T ROAD JUNCTION, AT THE TOP
 MK1694'OF A HILL, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET
 MK1694'WEST OF THE CENTER OF A GATE, 1 FOOT SOUTH OF A FENCE, 3.5 FEET
 MK1694'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1694'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1694
 MK1694                          STATION RECOVERY (1989)
 MK1694
 MK1694'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1650 ***********************************************************************
 MK1650  DESIGNATION -  M 313
 MK1650  PID         -  MK1650
 MK1650  STATE/COUNTY-  NE/BOONE
 MK1650  COUNTRY     -  US
 MK1650  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1650
 MK1650                         *CURRENT SURVEY CONTROL
 MK1650  ______________________________________________________________________
 MK1650* NAD 83(1986) POSITION- 41 35 12.     (N) 097 52 30.     (W)   SCALED
 MK1650* NAVD 88 ORTHO HEIGHT -   511.316 (meters)     1677.54  (feet) ADJUSTED
 MK1650  ______________________________________________________________________
 MK1650  GEOID HEIGHT    -        -24.588 (meters)                     GEOID18
 MK1650  DYNAMIC HEIGHT  -        511.096 (meters)     1676.82  (feet) COMP
 MK1650  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 MK1650
 MK1650  VERT ORDER      -  SECOND    CLASS 0
 MK1650
 MK1650.The horizontal coordinates were scaled from a map and have
 MK1650.an estimated accuracy of +/- 6 seconds.
 MK1650
 MK1650.The orthometric height was determined by differential leveling and
 MK1650.adjusted by the NATIONAL GEODETIC SURVEY
 MK1650.in June 1991.
 MK1650
 MK1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1650.GEOID18 height accuracy estimate available here.
 MK1650
 MK1650.Click photographs - Photos may exist for this station.
 MK1650
 MK1650.The dynamic height is computed by dividing the NAVD 88
 MK1650.geopotential number by the normal gravity value computed on the
 MK1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1650.degrees latitude (g = 980.6199 gals.).
 MK1650
 MK1650.The modeled gravity was interpolated from observed gravity values.
 MK1650
 MK1650;                    North         East    Units  Estimated Accuracy
 MK1650;SPC NE       -   196,840.      677,110.      MT  (+/- 180 meters Scaled)
 MK1650
 MK1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM937044(NAD 83)
 MK1650
 MK1650                          SUPERSEDED SURVEY CONTROL
 MK1650
 MK1650  NGVD 29 (??/??/92)  511.112  (m)         1676.87   (f) ADJ UNCH    2 0
 MK1650
 MK1650.Superseded values are not recommended for survey control.
 MK1650
 MK1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1650.See file dsdata.pdf to determine how the superseded data were derived.
 MK1650
 MK1650_MARKER: DB = BENCH MARK DISK
 MK1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1650_STAMPING: M 313 1950
 MK1650_MARK LOGO: CGS
 MK1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1650+STABILITY: SURFACE MOTION
 MK1650
 MK1650  HISTORY     - Date     Condition        Report By
 MK1650  HISTORY     - 1950     MONUMENTED       CGS
 MK1650
 MK1650                          STATION DESCRIPTION
 MK1650
 MK1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1650'1.2 MI NW FROM ST EDWARD.
 MK1650'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1650'STATION AT ST. EDWARD, AT A PRIVATE ROAD CROSSING, 45 FEET
 MK1650'NORTHEAST OF THE NORTHEAST RAIL, 104 FEET NORTH OF THE CENTER
 MK1650'OF THE ROAD CROSSING, 29 FEET NORTHWEST OF THE CENTER LINE OF
 MK1650'THE ROAD, 24 FEET NORTH OF THE 5TH POLE SOUTHEAST OF MILEPOST
 MK1650'24, 1.3 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 MK1650'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1650'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0936 ***********************************************************************
 ML0936  DESIGNATION -  M 314
 ML0936  PID         -  ML0936
 ML0936  STATE/COUNTY-  NE/BLAINE
 ML0936  COUNTRY     -  US
 ML0936  USGS QUAD   -  BREWSTER SW (2017)
 ML0936
 ML0936                         *CURRENT SURVEY CONTROL
 ML0936  ______________________________________________________________________
 ML0936* NAD 83(1986) POSITION- 41 49 35.     (N) 099 58 34.     (W)   SCALED
 ML0936* NAVD 88 ORTHO HEIGHT -   788.214 (meters)     2586.00  (feet) ADJUSTED
 ML0936  ______________________________________________________________________
 ML0936  GEOID HEIGHT    -        -22.355 (meters)                     GEOID18
 ML0936  DYNAMIC HEIGHT  -        787.816 (meters)     2584.69  (feet) COMP
 ML0936  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 ML0936
 ML0936  VERT ORDER      -  SECOND    CLASS 0
 ML0936
 ML0936.The horizontal coordinates were scaled from a map and have
 ML0936.an estimated accuracy of +/- 6 seconds.
 ML0936
 ML0936.The orthometric height was determined by differential leveling and
 ML0936.adjusted by the NATIONAL GEODETIC SURVEY
 ML0936.in June 1991.
 ML0936
 ML0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0936.GEOID18 height accuracy estimate available here.
 ML0936
 ML0936.Click photographs - Photos may exist for this station.
 ML0936
 ML0936.The dynamic height is computed by dividing the NAVD 88
 ML0936.geopotential number by the normal gravity value computed on the
 ML0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0936.degrees latitude (g = 980.6199 gals.).
 ML0936
 ML0936.The modeled gravity was interpolated from observed gravity values.
 ML0936
 ML0936;                    North         East    Units  Estimated Accuracy
 ML0936;SPC NE       -   221,280.      501,980.      MT  (+/- 180 meters Scaled)
 ML0936
 ML0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM189309(NAD 83)
 ML0936
 ML0936                          SUPERSEDED SURVEY CONTROL
 ML0936
 ML0936  NGVD 29 (??/??/92)  787.926  (m)         2585.05   (f) ADJ UNCH    2 0
 ML0936
 ML0936.Superseded values are not recommended for survey control.
 ML0936
 ML0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0936.See file dsdata.pdf to determine how the superseded data were derived.
 ML0936
 ML0936_MARKER: DB = BENCH MARK DISK
 ML0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0936_STAMPING: M 314 1950
 ML0936_MARK LOGO: CGS
 ML0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0936+STABILITY: SURFACE MOTION
 ML0936
 ML0936  HISTORY     - Date     Condition        Report By
 ML0936  HISTORY     - 1950     MONUMENTED       CGS
 ML0936
 ML0936                          STATION DESCRIPTION
 ML0936
 ML0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0936'8.9 MI E FROM DUNNING.
 ML0936'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0936'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 ML0936'ALONG A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0936'LINE, THENCE 2.3 MILES EAST ALONG A SAND ROAD, THENCE 0.4 MILE
 ML0936'NORTH ALONG A SAND ROAD, THENCE 0.8 MILE NORTHWEST ALONG A SAND
 ML0936'ROAD, 68 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.2
 ML0936'FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE,
 ML0936'1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0936'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 ML0936'IS 0.5 MILE SOUTH OF BENCH MARK TT 29 MF (U.S.G.S.).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0861 ***********************************************************************
 LH0861  DESIGNATION -  M 315
 LH0861  PID         -  LH0861
 LH0861  STATE/COUNTY-  NE/DAWSON
 LH0861  COUNTRY     -  US
 LH0861  USGS QUAD   -  SUMNER (2017)
 LH0861
 LH0861                         *CURRENT SURVEY CONTROL
 LH0861  ______________________________________________________________________
 LH0861* NAD 83(1986) POSITION- 40 57 26.70   (N) 099 32 50.08   (W)   HD_HELD1
 LH0861* NAVD 88 ORTHO HEIGHT -   728.261 (meters)     2389.30  (feet) ADJUSTED
 LH0861  ______________________________________________________________________
 LH0861  GEOID HEIGHT    -        -23.638 (meters)                     GEOID18
 LH0861  DYNAMIC HEIGHT  -        727.848 (meters)     2387.95  (feet) COMP
 LH0861  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 LH0861
 LH0861  VERT ORDER      -  SECOND    CLASS 0
 LH0861
 LH0861.The horizontal coordinates were determined by differentially corrected
 LH0861.hand held GPS observations or other comparable positioning techniques
 LH0861.and have an estimated accuracy of +/- 3 meters.
 LH0861
 LH0861.The orthometric height was determined by differential leveling and
 LH0861.adjusted by the NATIONAL GEODETIC SURVEY
 LH0861.in June 1991.
 LH0861
 LH0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0861.GEOID18 height accuracy estimate available here.
 LH0861
 LH0861.Click photographs - Photos may exist for this station.
 LH0861
 LH0861.The dynamic height is computed by dividing the NAVD 88
 LH0861.geopotential number by the normal gravity value computed on the
 LH0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0861.degrees latitude (g = 980.6199 gals.).
 LH0861
 LH0861.The modeled gravity was interpolated from observed gravity values.
 LH0861
 LH0861;                    North         East    Units  Estimated Accuracy
 LH0861;SPC NE       -   124,903.1     538,105.7     MT  (+/- 3 meters HH1 GPS) 
 LH0861
 LH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5394634174(NAD 83)
 LH0861
 LH0861                          SUPERSEDED SURVEY CONTROL
 LH0861
 LH0861  NGVD 29 (??/??/92)  727.991  (m)         2388.42   (f) ADJ UNCH    2 0
 LH0861
 LH0861.Superseded values are not recommended for survey control.
 LH0861
 LH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0861.See file dsdata.pdf to determine how the superseded data were derived.
 LH0861
 LH0861_MARKER: DB = BENCH MARK DISK
 LH0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0861_STAMPING: M 315 1950
 LH0861_MARK LOGO: CGS
 LH0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0861+STABILITY: SURFACE MOTION
 LH0861
 LH0861  HISTORY     - Date     Condition        Report By
 LH0861  HISTORY     - 1950     MONUMENTED       CGS
 LH0861  HISTORY     - 1983     GOOD             LOCSUR
 LH0861
 LH0861                          STATION DESCRIPTION
 LH0861
 LH0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0861'2.1 MI W FROM SUMNER.
 LH0861'2.1 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0861'UNION PACIFIC RAILWAY STATION AT SUMNER, AT A PRIVATE ROAD
 LH0861'CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 34 FEET
 LH0861'NORTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 40,
 LH0861'32 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH,
 LH0861'1.7 FEET NORTH OF A RIGHT OF WAY FENCE, 1.7 FEET WEST OF A
 LH0861'REFERENCE POST, AND SET IN THE TOP OF 5.4 FOOT CONCRETE POST
 LH0861'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0861
 LH0861                          STATION RECOVERY (1983)
 LH0861
 LH0861'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0832 ***********************************************************************
 LH0832  DESIGNATION -  M 316
 LH0832  PID         -  LH0832
 LH0832  STATE/COUNTY-  NE/DAWSON
 LH0832  COUNTRY     -  US
 LH0832  USGS QUAD   -  BUFFALO (2017)
 LH0832
 LH0832                         *CURRENT SURVEY CONTROL
 LH0832  ______________________________________________________________________
 LH0832* NAD 83(1986) POSITION- 40 59 20.     (N) 099 45 24.     (W)   SCALED
 LH0832* NAVD 88 ORTHO HEIGHT -   786.448 (meters)     2580.20  (feet) ADJUSTED
 LH0832  ______________________________________________________________________
 LH0832  GEOID HEIGHT    -        -23.435 (meters)                     GEOID18
 LH0832  DYNAMIC HEIGHT  -        785.992 (meters)     2578.71  (feet) COMP
 LH0832  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 LH0832
 LH0832  VERT ORDER      -  SECOND    CLASS 0
 LH0832
 LH0832.The horizontal coordinates were scaled from a map and have
 LH0832.an estimated accuracy of +/- 6 seconds.
 LH0832
 LH0832.The orthometric height was determined by differential leveling and
 LH0832.adjusted by the NATIONAL GEODETIC SURVEY
 LH0832.in June 1991.
 LH0832
 LH0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0832.GEOID18 height accuracy estimate available here.
 LH0832
 LH0832.Click photographs - Photos may exist for this station.
 LH0832
 LH0832.The dynamic height is computed by dividing the NAVD 88
 LH0832.geopotential number by the normal gravity value computed on the
 LH0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0832.degrees latitude (g = 980.6199 gals.).
 LH0832
 LH0832.The modeled gravity was interpolated from observed gravity values.
 LH0832
 LH0832;                    North         East    Units  Estimated Accuracy
 LH0832;SPC NE       -   128,330.      520,470.      MT  (+/- 180 meters Scaled)
 LH0832
 LH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML363377(NAD 83)
 LH0832
 LH0832                          SUPERSEDED SURVEY CONTROL
 LH0832
 LH0832  NGVD 29 (??/??/92)  786.147  (m)         2579.22   (f) ADJ UNCH    2 0
 LH0832
 LH0832.Superseded values are not recommended for survey control.
 LH0832
 LH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0832.See file dsdata.pdf to determine how the superseded data were derived.
 LH0832
 LH0832_MARKER: DB = BENCH MARK DISK
 LH0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0832_STAMPING: M 316 1950
 LH0832_MARK LOGO: CGS
 LH0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0832+STABILITY: SURFACE MOTION
 LH0832
 LH0832  HISTORY     - Date     Condition        Report By
 LH0832  HISTORY     - 1950     MONUMENTED       CGS
 LH0832
 LH0832                          STATION DESCRIPTION
 LH0832
 LH0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0832'11.5 MI S FROM OCONTO.
 LH0832'11.5 MILES SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 21 FROM THE
 LH0832'POST OFFICE AT OCONTO, EAST OF AND AT THE FOOT OF A SMALL BLUFF,
 LH0832'95 YARDS (PACED) EAST OF A LONE ELM TREE WHICH SETS IN THE BOTTOM
 LH0832'OF A WASH, 67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0832'28.7 FEET WEST OF THE ROAD RIGHT OF WAY FENCE, 1.7 FEET NORTH
 LH0832'OF A SECTION LINE FENCE, 1.3 FEET EAST OF A REFERENCE POST,
 LH0832'AND SET IN THE TOP OF A 5.6 FOOT CONCRETE POST PROJECTING
 LH0832'0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.0 MILE
 LH0832'NORTH OF BENCH MARK G 60 1934 AND 14.8 MILES NORTH OF LEXINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0276 ***********************************************************************
 MM0276  DESIGNATION -  M 317
 MM0276  PID         -  MM0276
 MM0276  STATE/COUNTY-  NE/CUSTER
 MM0276  COUNTRY     -  US
 MM0276  USGS QUAD   -  MURPHY TABLE (2017)
 MM0276
 MM0276                         *CURRENT SURVEY CONTROL
 MM0276  ______________________________________________________________________
 MM0276* NAD 83(1986) POSITION- 41 21 50.     (N) 100 00 55.     (W)   SCALED
 MM0276* NAVD 88 ORTHO HEIGHT -   796.211 (meters)     2612.24  (feet) ADJUSTED
 MM0276  ______________________________________________________________________
 MM0276  GEOID HEIGHT    -        -22.374 (meters)                     GEOID18
 MM0276  DYNAMIC HEIGHT  -        795.778 (meters)     2610.82  (feet) COMP
 MM0276  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 MM0276
 MM0276  VERT ORDER      -  SECOND    CLASS 0
 MM0276
 MM0276.The horizontal coordinates were scaled from a map and have
 MM0276.an estimated accuracy of +/- 6 seconds.
 MM0276
 MM0276.The orthometric height was determined by differential leveling and
 MM0276.adjusted by the NATIONAL GEODETIC SURVEY
 MM0276.in June 1991.
 MM0276
 MM0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0276.GEOID18 height accuracy estimate available here.
 MM0276
 MM0276.Click photographs - Photos may exist for this station.
 MM0276
 MM0276.The dynamic height is computed by dividing the NAVD 88
 MM0276.geopotential number by the normal gravity value computed on the
 MM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0276.degrees latitude (g = 980.6199 gals.).
 MM0276
 MM0276.The modeled gravity was interpolated from observed gravity values.
 MM0276
 MM0276;                    North         East    Units  Estimated Accuracy
 MM0276;SPC NE       -   169,930.      498,720.      MT  (+/- 180 meters Scaled)
 MM0276
 MM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML150796(NAD 83)
 MM0276
 MM0276                          SUPERSEDED SURVEY CONTROL
 MM0276
 MM0276  NGVD 29 (??/??/92)  795.961  (m)         2611.42   (f) ADJ UNCH    2 0
 MM0276
 MM0276.Superseded values are not recommended for survey control.
 MM0276
 MM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0276.See file dsdata.pdf to determine how the superseded data were derived.
 MM0276
 MM0276_MARKER: DB = BENCH MARK DISK
 MM0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0276_STAMPING: M 317 1950
 MM0276_MARK LOGO: CGS
 MM0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0276+STABILITY: SURFACE MOTION
 MM0276
 MM0276  HISTORY     - Date     Condition        Report By
 MM0276  HISTORY     - 1950     MONUMENTED       CGS
 MM0276
 MM0276                          STATION DESCRIPTION
 MM0276
 MM0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0276'12.8 MI SE FROM ARNOLD.
 MM0276'3.0 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE
 MM0276'HIGHWAY NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD,
 MM0276'THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 MM0276'SOUTHEAST ALONG A GRADED GRAVELED ROAD, THENCE 1.15 MILES EAST
 MM0276'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED
 MM0276'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 MM0276'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 MM0276'GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 MM0276'1.35 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG
 MM0276'A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD,
 MM0276'99 YARDS (PACED) EAST OF A SMALL WOODEN BRIDGE, 38 FEET SOUTH OF
 MM0276'THE CENTER LINE OF THE ROAD, 27.6 FEET SOUTHWEST OF A TELEPHONE
 MM0276'POLE, 5.7 FEET SOUTH OF THE ROAD RIGHT OF WAY FENCE, 1.3 FEET
 MM0276'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE
 MM0276'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0596 ***********************************************************************
 ML0596  DESIGNATION -  M 318
 ML0596  PID         -  ML0596
 ML0596  STATE/COUNTY-  NE/CUSTER
 ML0596  COUNTRY     -  US
 ML0596  USGS QUAD   -  SARGENT WEST (2017)
 ML0596
 ML0596                         *CURRENT SURVEY CONTROL
 ML0596  ______________________________________________________________________
 ML0596* NAD 83(1986) POSITION- 41 39 15.     (N) 099 24 15.     (W)   SCALED
 ML0596* NAVD 88 ORTHO HEIGHT -   714.067 (meters)     2342.73  (feet) ADJUSTED
 ML0596  ______________________________________________________________________
 ML0596  GEOID HEIGHT    -        -23.081 (meters)                     GEOID18
 ML0596  DYNAMIC HEIGHT  -        713.712 (meters)     2341.57  (feet) COMP
 ML0596  MODELED GRAVITY -    980,102.0   (mgal)                       NAVD 88
 ML0596
 ML0596  VERT ORDER      -  SECOND    CLASS 0
 ML0596
 ML0596.The horizontal coordinates were scaled from a map and have
 ML0596.an estimated accuracy of +/- 6 seconds.
 ML0596
 ML0596.The orthometric height was determined by differential leveling and
 ML0596.adjusted by the NATIONAL GEODETIC SURVEY
 ML0596.in June 1991.
 ML0596
 ML0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0596.GEOID18 height accuracy estimate available here.
 ML0596
 ML0596.Click photographs - Photos may exist for this station.
 ML0596
 ML0596.The dynamic height is computed by dividing the NAVD 88
 ML0596.geopotential number by the normal gravity value computed on the
 ML0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0596.degrees latitude (g = 980.6199 gals.).
 ML0596
 ML0596.The modeled gravity was interpolated from observed gravity values.
 ML0596
 ML0596;                    North         East    Units  Estimated Accuracy
 ML0596;SPC NE       -   202,330.      549,610.      MT  (+/- 180 meters Scaled)
 ML0596
 ML0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM663114(NAD 83)
 ML0596
 ML0596                          SUPERSEDED SURVEY CONTROL
 ML0596
 ML0596  NGVD 29 (??/??/92)  713.811  (m)         2341.89   (f) ADJ UNCH    2 0
 ML0596
 ML0596.Superseded values are not recommended for survey control.
 ML0596
 ML0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0596.See file dsdata.pdf to determine how the superseded data were derived.
 ML0596
 ML0596_MARKER: DB = BENCH MARK DISK
 ML0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0596_STAMPING: M 318 1950
 ML0596_MARK LOGO: CGS
 ML0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0596+STABILITY: SURFACE MOTION
 ML0596
 ML0596  HISTORY     - Date     Condition        Report By
 ML0596  HISTORY     - 1950     MONUMENTED       CGS
 ML0596
 ML0596                          STATION DESCRIPTION
 ML0596
 ML0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0596'2.8 MI NW FROM SARGENT.
 ML0596'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0596'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0596'1.0 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 ML0596'155 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 26 FEET
 ML0596'WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 14.4
 ML0596'FEET NORTH OF A 15 INCH WALNUT TREE, 1.6 FEET WEST OF A FENCE,
 ML0596'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0596'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0984 ***********************************************************************
 ML0984  DESIGNATION -  M 319
 ML0984  PID         -  ML0984
 ML0984  STATE/COUNTY-  NE/LOUP
 ML0984  COUNTRY     -  US
 ML0984  USGS QUAD   -  ALMERIA (2017)
 ML0984
 ML0984                         *CURRENT SURVEY CONTROL
 ML0984  ______________________________________________________________________
 ML0984* NAD 83(1986) POSITION- 41 49 42.     (N) 099 34 02.     (W)   SCALED
 ML0984* NAVD 88 ORTHO HEIGHT -   742.131 (meters)     2434.81  (feet) ADJUSTED
 ML0984  ______________________________________________________________________
 ML0984  GEOID HEIGHT    -        -22.797 (meters)                     GEOID18
 ML0984  DYNAMIC HEIGHT  -        741.773 (meters)     2433.63  (feet) COMP
 ML0984  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 ML0984
 ML0984  VERT ORDER      -  SECOND    CLASS 0
 ML0984
 ML0984.The horizontal coordinates were scaled from a map and have
 ML0984.an estimated accuracy of +/- 6 seconds.
 ML0984
 ML0984.The orthometric height was determined by differential leveling and
 ML0984.adjusted by the NATIONAL GEODETIC SURVEY
 ML0984.in June 1991.
 ML0984
 ML0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0984.GEOID18 height accuracy estimate available here.
 ML0984
 ML0984.Click photographs - Photos may exist for this station.
 ML0984
 ML0984.The dynamic height is computed by dividing the NAVD 88
 ML0984.geopotential number by the normal gravity value computed on the
 ML0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0984.degrees latitude (g = 980.6199 gals.).
 ML0984
 ML0984.The modeled gravity was interpolated from observed gravity values.
 ML0984
 ML0984;                    North         East    Units  Estimated Accuracy
 ML0984;SPC NE       -   221,590.      535,940.      MT  (+/- 180 meters Scaled)
 ML0984
 ML0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM528308(NAD 83)
 ML0984
 ML0984                          SUPERSEDED SURVEY CONTROL
 ML0984
 ML0984  NGVD 29 (??/??/92)  741.862  (m)         2433.93   (f) ADJ UNCH    2 0
 ML0984
 ML0984.Superseded values are not recommended for survey control.
 ML0984
 ML0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0984.See file dsdata.pdf to determine how the superseded data were derived.
 ML0984
 ML0984_MARKER: DB = BENCH MARK DISK
 ML0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0984_STAMPING: M 319 1950
 ML0984_MARK LOGO: CGS
 ML0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0984+STABILITY: SURFACE MOTION
 ML0984
 ML0984  HISTORY     - Date     Condition        Report By
 ML0984  HISTORY     - 1950     MONUMENTED       CGS
 ML0984
 ML0984                          STATION DESCRIPTION
 ML0984
 ML0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0984'2.5 MI W FROM ALMERIA.
 ML0984'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0984'ALMERIA, AT A JUNCTION WITH A ROAD LEADING WEST, 270 FEET
 ML0984'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET NORTHWEST
 ML0984'OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 47 FEET WEST
 ML0984'OF THE CENTER LINE OF AN ABANDONED ROAD GRADE, 37 FEET NORTH OF
 ML0984'A FENCE CORNER, 1.7 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A
 ML0984'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0984'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0847 ***********************************************************************
 LH0847  DESIGNATION -  M 320
 LH0847  PID         -  LH0847
 LH0847  STATE/COUNTY-  NE/DAWSON
 LH0847  COUNTRY     -  US
 LH0847  USGS QUAD   -  BUFFALO (2017)
 LH0847
 LH0847                         *CURRENT SURVEY CONTROL
 LH0847  ______________________________________________________________________
 LH0847* NAD 83(1986) POSITION- 40 58 29.43   (N) 099 50 43.59   (W)   HD_HELD1
 LH0847* NAVD 88 ORTHO HEIGHT -   786.965 (meters)     2581.90  (feet) ADJUSTED
 LH0847  ______________________________________________________________________
 LH0847  GEOID HEIGHT    -        -23.357 (meters)                     GEOID18
 LH0847  DYNAMIC HEIGHT  -        786.507 (meters)     2580.40  (feet) COMP
 LH0847  MODELED GRAVITY -    980,015.8   (mgal)                       NAVD 88
 LH0847
 LH0847  VERT ORDER      -  SECOND    CLASS 0
 LH0847
 LH0847.The horizontal coordinates were determined by differentially corrected
 LH0847.hand held GPS observations or other comparable positioning techniques
 LH0847.and have an estimated accuracy of +/- 3 meters.
 LH0847
 LH0847.The orthometric height was determined by differential leveling and
 LH0847.adjusted by the NATIONAL GEODETIC SURVEY
 LH0847.in June 1991.
 LH0847
 LH0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0847.GEOID18 height accuracy estimate available here.
 LH0847
 LH0847.Click photographs - Photos may exist for this station.
 LH0847
 LH0847.The dynamic height is computed by dividing the NAVD 88
 LH0847.geopotential number by the normal gravity value computed on the
 LH0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0847.degrees latitude (g = 980.6199 gals.).
 LH0847
 LH0847.The modeled gravity was interpolated from observed gravity values.
 LH0847
 LH0847;                    North         East    Units  Estimated Accuracy
 LH0847;SPC NE       -   126,749.5     513,004.8     MT  (+/- 3 meters HH1 GPS) 
 LH0847
 LH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2886936308(NAD 83)
 LH0847
 LH0847                          SUPERSEDED SURVEY CONTROL
 LH0847
 LH0847  NGVD 29 (??/??/92)  786.664  (m)         2580.91   (f) ADJ UNCH    2 0
 LH0847
 LH0847.Superseded values are not recommended for survey control.
 LH0847
 LH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0847.See file dsdata.pdf to determine how the superseded data were derived.
 LH0847
 LH0847_MARKER: DB = BENCH MARK DISK
 LH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0847_STAMPING: M 320 1950
 LH0847_MARK LOGO: CGS
 LH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0847+STABILITY: SURFACE MOTION
 LH0847
 LH0847  HISTORY     - Date     Condition        Report By
 LH0847  HISTORY     - 1950     MONUMENTED       CGS
 LH0847
 LH0847                          STATION DESCRIPTION
 LH0847
 LH0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0847'1.7 MI SE FROM BUFFALO.
 LH0847'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0847'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0
 LH0847'MILE SOUTH ALONG A GRAVELED ROAD, 0.5 MILE SOUTH OF DISTRICT
 LH0847'44 SCHOOLHOUSE, 69 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LH0847'37 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF AN EAST AND WEST
 LH0847'FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0847'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0525 ***********************************************************************
 LH0525  DESIGNATION -  M 321
 LH0525  PID         -  LH0525
 LH0525  STATE/COUNTY-  NE/BUFFALO
 LH0525  COUNTRY     -  US
 LH0525  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0525
 LH0525                         *CURRENT SURVEY CONTROL
 LH0525  ______________________________________________________________________
 LH0525* NAD 83(1986) POSITION- 40 41 40.     (N) 099 11 53.     (W)   SCALED
 LH0525* NAVD 88 ORTHO HEIGHT -   671.154 (meters)     2201.94  (feet) ADJUSTED
 LH0525  ______________________________________________________________________
 LH0525  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 LH0525  DYNAMIC HEIGHT  -        670.770 (meters)     2200.68  (feet) COMP
 LH0525  MODELED GRAVITY -    980,029.9   (mgal)                       NAVD 88
 LH0525
 LH0525  VERT ORDER      -  FIRST     CLASS II
 LH0525
 LH0525.The horizontal coordinates were scaled from a map and have
 LH0525.an estimated accuracy of +/- 6 seconds.
 LH0525
 LH0525.The orthometric height was determined by differential leveling and
 LH0525.adjusted by the NATIONAL GEODETIC SURVEY
 LH0525.in June 1991.
 LH0525
 LH0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0525.GEOID18 height accuracy estimate available here.
 LH0525
 LH0525.Click photographs - Photos may exist for this station.
 LH0525
 LH0525.The dynamic height is computed by dividing the NAVD 88
 LH0525.geopotential number by the normal gravity value computed on the
 LH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0525.degrees latitude (g = 980.6199 gals.).
 LH0525
 LH0525.The modeled gravity was interpolated from observed gravity values.
 LH0525
 LH0525;                    North         East    Units  Estimated Accuracy
 LH0525;SPC NE       -    95,920.      567,770.      MT  (+/- 180 meters Scaled)
 LH0525
 LH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML832048(NAD 83)
 LH0525
 LH0525                          SUPERSEDED SURVEY CONTROL
 LH0525
 LH0525  NGVD 29 (02/14/92)  670.895  (m)         2201.09   (f) ADJUSTED    1 2
 LH0525  NGVD 29 (??/??/87)  670.908  (m)         2201.14   (f) SUPERSEDED  1 2
 LH0525
 LH0525.Superseded values are not recommended for survey control.
 LH0525
 LH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0525.See file dsdata.pdf to determine how the superseded data were derived.
 LH0525
 LH0525_MARKER: DB = BENCH MARK DISK
 LH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0525_STAMPING: M 321 1950
 LH0525_MARK LOGO: CGS
 LH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0525+STABILITY: SURFACE MOTION
 LH0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0525+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0525
 LH0525  HISTORY     - Date     Condition        Report By
 LH0525  HISTORY     - 1950     MONUMENTED       CGS
 LH0525  HISTORY     - 19910923 GOOD             NGS
 LH0525
 LH0525                          STATION DESCRIPTION
 LH0525
 LH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0525'6.2 MI W FROM KEARNEY.
 LH0525'6.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0525'AT KEARNEY, AT A ROAD CROSSING, 10 POLES WEST OF MILEPOST 195,
 LH0525'70 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS,
 LH0525'47 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0525'15 FEET NORTH OF A FENCE, 14.5 FEET EAST OF A FENCE, 6 FEET
 LH0525'EAST OF THE 10TH POLE WEST OF MILEPOST 195, 1.8 FEET WEST OF A
 LH0525'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0525'0.5 FOOT ABOVE THE GROUND.
 LH0525
 LH0525                          STATION RECOVERY (1991)
 LH0525
 LH0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0525'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0525'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG
 LH0525'A GRAVELED ROAD, 20.8 M (68.2 FT) SOUTH OF THE NEAR RAIL OF THE UNION
 LH0525'PACIFIC RAILROAD, 19.3 M (63.3 FT) EAST OF THE ROAD CENTER, 4.9 M
 LH0525'(16.1 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 LH0525'THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 LH0525'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0308 ***********************************************************************
 ML0308  DESIGNATION -  M 322
 ML0308  PID         -  ML0308
 ML0308  STATE/COUNTY-  NE/SHERMAN
 ML0308  COUNTRY     -  US
 ML0308  USGS QUAD   -  LOUP CITY SE (2017)
 ML0308
 ML0308                         *CURRENT SURVEY CONTROL
 ML0308  ______________________________________________________________________
 ML0308* NAD 83(1986) POSITION- 41 16 46.     (N) 098 50 04.     (W)   SCALED
 ML0308* NAVD 88 ORTHO HEIGHT -   635.444 (meters)     2084.79  (feet) ADJUSTED
 ML0308  ______________________________________________________________________
 ML0308  GEOID HEIGHT    -        -24.128 (meters)                     GEOID18
 ML0308  DYNAMIC HEIGHT  -        635.117 (meters)     2083.71  (feet) COMP
 ML0308  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 ML0308
 ML0308  VERT ORDER      -  FIRST     CLASS II
 ML0308
 ML0308.The horizontal coordinates were scaled from a map and have
 ML0308.an estimated accuracy of +/- 6 seconds.
 ML0308
 ML0308.The orthometric height was determined by differential leveling and
 ML0308.adjusted by the NATIONAL GEODETIC SURVEY
 ML0308.in June 1991.
 ML0308
 ML0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0308.GEOID18 height accuracy estimate available here.
 ML0308
 ML0308.Click photographs - Photos may exist for this station.
 ML0308
 ML0308.The dynamic height is computed by dividing the NAVD 88
 ML0308.geopotential number by the normal gravity value computed on the
 ML0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0308.degrees latitude (g = 980.6199 gals.).
 ML0308
 ML0308.The modeled gravity was interpolated from observed gravity values.
 ML0308
 ML0308;                    North         East    Units  Estimated Accuracy
 ML0308;SPC NE       -   161,210.      597,610.      MT  (+/- 180 meters Scaled)
 ML0308
 ML0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL138697(NAD 83)
 ML0308
 ML0308                          SUPERSEDED SURVEY CONTROL
 ML0308
 ML0308  NGVD 29 (??/??/92)  635.197  (m)         2083.98   (f) ADJ UNCH    1 2
 ML0308
 ML0308.Superseded values are not recommended for survey control.
 ML0308
 ML0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0308.See file dsdata.pdf to determine how the superseded data were derived.
 ML0308
 ML0308_MARKER: DB = BENCH MARK DISK
 ML0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0308_STAMPING: M 322 1950
 ML0308_MARK LOGO: CGS
 ML0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0308+STABILITY: SURFACE MOTION
 ML0308
 ML0308  HISTORY     - Date     Condition        Report By
 ML0308  HISTORY     - 1950     MONUMENTED       CGS
 ML0308
 ML0308                          STATION DESCRIPTION
 ML0308
 ML0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0308'3.1 MI NW FROM ASHTON.
 ML0308'3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0308'RAILROAD FROM THE STATION AT ASHTON, AT A ROAD CROSSING, 11 RAILS
 ML0308'EAST OF CULVERT 32.15, 127 FEET NORTHWEST OF THE CENTER OF A
 ML0308'ROAD CROSSING, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 ML0308'SOUTH OF A RIGHT OF WAY FENCE, 1.6 FEET EAST OF A WITNESS POST,
 ML0308'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0308'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0312 ***********************************************************************
 ML0312  DESIGNATION -  M 323
 ML0312  PID         -  ML0312
 ML0312  STATE/COUNTY-  NE/SHERMAN
 ML0312  COUNTRY     -  US
 ML0312  USGS QUAD   -  ASHTON (2017)
 ML0312
 ML0312                         *CURRENT SURVEY CONTROL
 ML0312  ______________________________________________________________________
 ML0312* NAD 83(1986) POSITION- 41 14 50.     (N) 098 48 15.     (W)   SCALED
 ML0312* NAVD 88 ORTHO HEIGHT -   642.612 (meters)     2108.30  (feet) ADJUSTED
 ML0312  ______________________________________________________________________
 ML0312  GEOID HEIGHT    -        -24.174 (meters)                     GEOID18
 ML0312  DYNAMIC HEIGHT  -        642.283 (meters)     2107.22  (feet) COMP
 ML0312  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 ML0312
 ML0312  VERT ORDER      -  FIRST     CLASS II
 ML0312
 ML0312.The horizontal coordinates were scaled from a map and have
 ML0312.an estimated accuracy of +/- 6 seconds.
 ML0312
 ML0312.The orthometric height was determined by differential leveling and
 ML0312.adjusted by the NATIONAL GEODETIC SURVEY
 ML0312.in June 1991.
 ML0312
 ML0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0312.GEOID18 height accuracy estimate available here.
 ML0312
 ML0312.Click photographs - Photos may exist for this station.
 ML0312
 ML0312.The dynamic height is computed by dividing the NAVD 88
 ML0312.geopotential number by the normal gravity value computed on the
 ML0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0312.degrees latitude (g = 980.6199 gals.).
 ML0312
 ML0312.The modeled gravity was interpolated from observed gravity values.
 ML0312
 ML0312;                    North         East    Units  Estimated Accuracy
 ML0312;SPC NE       -   157,670.      600,200.      MT  (+/- 180 meters Scaled)
 ML0312
 ML0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164662(NAD 83)
 ML0312
 ML0312                          SUPERSEDED SURVEY CONTROL
 ML0312
 ML0312  NGVD 29 (??/??/92)  642.366  (m)         2107.50   (f) ADJ UNCH    1 2
 ML0312
 ML0312.Superseded values are not recommended for survey control.
 ML0312
 ML0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0312.See file dsdata.pdf to determine how the superseded data were derived.
 ML0312
 ML0312_MARKER: DB = BENCH MARK DISK
 ML0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0312_STAMPING: M 323 1950
 ML0312_MARK LOGO: CGS
 ML0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0312+STABILITY: SURFACE MOTION
 ML0312
 ML0312  HISTORY     - Date     Condition        Report By
 ML0312  HISTORY     - 1950     MONUMENTED       CGS
 ML0312
 ML0312                          STATION DESCRIPTION
 ML0312
 ML0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0312'0.8 MI W FROM ASHTON.
 ML0312'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0312'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 0.2 MILE SOUTH
 ML0312'ALONG A GRADED DIRT ROAD, AT THE TOP OF A STEEP HILL, 21 FEET
 ML0312'WEST OF THE CENTER LINE OF THE ROAD, 25.0 FEET NORTH OF THE
 ML0312'CENTER OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE, 2.0 FEET SOUTH
 ML0312'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 ML0312'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0921 ***********************************************************************
 ML0921  DESIGNATION -  M 324
 ML0921  PID         -  ML0921
 ML0921  STATE/COUNTY-  NE/BLAINE
 ML0921  COUNTRY     -  US
 ML0921  USGS QUAD   -  BREWSTER SE (2017)
 ML0921
 ML0921                         *CURRENT SURVEY CONTROL
 ML0921  ______________________________________________________________________
 ML0921* NAD 83(1986) POSITION- 41 47 44.     (N) 099 46 21.     (W)   SCALED
 ML0921* NAVD 88 ORTHO HEIGHT -   775.895 (meters)     2545.58  (feet) ADJUSTED
 ML0921  ______________________________________________________________________
 ML0921  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 ML0921  DYNAMIC HEIGHT  -        775.508 (meters)     2544.31  (feet) COMP
 ML0921  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 ML0921
 ML0921  VERT ORDER      -  SECOND    CLASS 0
 ML0921
 ML0921.The horizontal coordinates were scaled from a map and have
 ML0921.an estimated accuracy of +/- 6 seconds.
 ML0921
 ML0921.The orthometric height was determined by differential leveling and
 ML0921.adjusted by the NATIONAL GEODETIC SURVEY
 ML0921.in June 1991.
 ML0921
 ML0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0921.GEOID18 height accuracy estimate available here.
 ML0921
 ML0921.Click photographs - Photos may exist for this station.
 ML0921
 ML0921.The dynamic height is computed by dividing the NAVD 88
 ML0921.geopotential number by the normal gravity value computed on the
 ML0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0921.degrees latitude (g = 980.6199 gals.).
 ML0921
 ML0921.The modeled gravity was interpolated from observed gravity values.
 ML0921
 ML0921;                    North         East    Units  Estimated Accuracy
 ML0921;SPC NE       -   217,880.      518,900.      MT  (+/- 180 meters Scaled)
 ML0921
 ML0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM358273(NAD 83)
 ML0921
 ML0921                          SUPERSEDED SURVEY CONTROL
 ML0921
 ML0921  NGVD 29 (??/??/92)  775.613  (m)         2544.66   (f) ADJ UNCH    2 0
 ML0921
 ML0921.Superseded values are not recommended for survey control.
 ML0921
 ML0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0921.See file dsdata.pdf to determine how the superseded data were derived.
 ML0921
 ML0921_MARKER: DB = BENCH MARK DISK
 ML0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0921_STAMPING: M 324 1950
 ML0921_MARK LOGO: CGS
 ML0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0921+STABILITY: SURFACE MOTION
 ML0921
 ML0921  HISTORY     - Date     Condition        Report By
 ML0921  HISTORY     - 1950     MONUMENTED       CGS
 ML0921
 ML0921                          STATION DESCRIPTION
 ML0921
 ML0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0921'6.8 MI NW FROM MILBURN.
 ML0921'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0921'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0921'AT A T ROAD JUNCTION, 89 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0921'AND SOUTH ROAD, 48 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 ML0921'WEST, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0921'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1444 ***********************************************************************
 MK1444  DESIGNATION -  M 325
 MK1444  PID         -  MK1444
 MK1444  STATE/COUNTY-  NE/POLK
 MK1444  COUNTRY     -  US
 MK1444  USGS QUAD   -  CLARKS (2017)
 MK1444
 MK1444                         *CURRENT SURVEY CONTROL
 MK1444  ______________________________________________________________________
 MK1444* NAD 83(1986) POSITION- 41 10 37.     (N) 097 45 08.     (W)   SCALED
 MK1444* NAVD 88 ORTHO HEIGHT -   538.532 (meters)     1766.83  (feet) ADJUSTED
 MK1444  ______________________________________________________________________
 MK1444  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 MK1444  DYNAMIC HEIGHT  -        538.269 (meters)     1765.97  (feet) COMP
 MK1444  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 MK1444
 MK1444  VERT ORDER      -  SECOND    CLASS 0
 MK1444
 MK1444.The horizontal coordinates were scaled from a map and have
 MK1444.an estimated accuracy of +/- 6 seconds.
 MK1444
 MK1444.The orthometric height was determined by differential leveling and
 MK1444.adjusted by the NATIONAL GEODETIC SURVEY
 MK1444.in June 1991.
 MK1444
 MK1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1444.GEOID18 height accuracy estimate available here.
 MK1444
 MK1444.Click photographs - Photos may exist for this station.
 MK1444
 MK1444.The dynamic height is computed by dividing the NAVD 88
 MK1444.geopotential number by the normal gravity value computed on the
 MK1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1444.degrees latitude (g = 980.6199 gals.).
 MK1444
 MK1444.The modeled gravity was interpolated from observed gravity values.
 MK1444
 MK1444;                    North         East    Units  Estimated Accuracy
 MK1444;SPC NE       -   151,630.      688,530.      MT  (+/- 180 meters Scaled)
 MK1444
 MK1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL046591(NAD 83)
 MK1444
 MK1444                          SUPERSEDED SURVEY CONTROL
 MK1444
 MK1444  NGVD 29 (??/??/92)  538.319  (m)         1766.13   (f) ADJ UNCH    2 0
 MK1444
 MK1444.Superseded values are not recommended for survey control.
 MK1444
 MK1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1444.See file dsdata.pdf to determine how the superseded data were derived.
 MK1444
 MK1444_MARKER: DB = BENCH MARK DISK
 MK1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1444_STAMPING: M 325 1950
 MK1444_MARK LOGO: CGS
 MK1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1444+STABILITY: SURFACE MOTION
 MK1444
 MK1444  HISTORY     - Date     Condition        Report By
 MK1444  HISTORY     - 1950     MONUMENTED       CGS
 MK1444
 MK1444                          STATION DESCRIPTION
 MK1444
 MK1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1444'9 MI NE FROM POLK.
 MK1444'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1444'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1444'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1444'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 MK1444'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 200 FEET
 MK1444'NORTHWEST OF A ROAD INTERSECTION, 111 FEET NORTH OF THE CENTER
 MK1444'LINE OF U.S. HIGHWAY 30 A, 52 FEET EAST OF THE SOUTHEAST CORNER
 MK1444'OF AN ABANDONED FARMHOUSE, 71 FEET NORTH OF A FENCE CORNER, 2.1
 MK1444'FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN
 MK1444'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1444'GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK N 325.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1509 ***********************************************************************
 MK1509  DESIGNATION -  M 326 RESET
 MK1509  PID         -  MK1509
 MK1509  STATE/COUNTY-  NE/POLK
 MK1509  COUNTRY     -  US
 MK1509  USGS QUAD   -  OSCEOLA (2017)
 MK1509
 MK1509                         *CURRENT SURVEY CONTROL
 MK1509  ______________________________________________________________________
 MK1509* NAD 83(1986) POSITION- 41 13 25.     (N) 097 32 25.     (W)   SCALED
 MK1509* NAVD 88 ORTHO HEIGHT -   511.29  (meters)     1677.5   (feet) RESET
 MK1509  ______________________________________________________________________
 MK1509  GEOID HEIGHT    -        -25.620 (meters)                     GEOID18
 MK1509  VERT ORDER      -  THIRD
 MK1509
 MK1509.The horizontal coordinates were scaled from a map and have
 MK1509.an estimated accuracy of +/- 6 seconds.
 MK1509
 MK1509.The orthometric height was computed from unverified reset data.
 MK1509
 MK1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1509.GEOID18 height accuracy estimate available here.
 MK1509
 MK1509.Click photographs - Photos may exist for this station.
 MK1509
 MK1509;                    North         East    Units  Estimated Accuracy
 MK1509;SPC NE       -   157,290.      706,150.      MT  (+/- 180 meters Scaled)
 MK1509
 MK1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL223646(NAD 83)
 MK1509
 MK1509                          SUPERSEDED SURVEY CONTROL
 MK1509
 MK1509  NGVD 29 (??/??/??)  511.09   (m)         1676.8    (f) RESET       3  
 MK1509
 MK1509.Superseded values are not recommended for survey control.
 MK1509
 MK1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1509.See file dsdata.pdf to determine how the superseded data were derived.
 MK1509
 MK1509_MARKER: DB = BENCH MARK DISK
 MK1509_STAMPING: M 326 RESET 1957
 MK1509_MARK LOGO: CGS
 MK1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1509
 MK1509  HISTORY     - Date     Condition        Report By
 MK1509  HISTORY     - 1957     MONUMENTED       NEDR
 MK1509  HISTORY     - 1958     GOOD             CGS
 MK1509
 MK1509                          STATION DESCRIPTION
 MK1509
 MK1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MK1509'3.2 MI N FROM OSCEOLA.
 MK1509'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1509'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1509'0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES NORTH
 MK1509'ALONG A GRAVELED ROAD, 32 FEET EAST OF THE CENTERLINE OF COUNTY
 MK1509'ROAD, AND ABOUT 75 FEET NORTH OF A LARGE ELM TREE, AND WITHIN
 MK1509'COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1360 ***********************************************************************
 MK1360  DESIGNATION -  M 327
 MK1360  PID         -  MK1360
 MK1360  STATE/COUNTY-  NE/POLK
 MK1360  COUNTRY     -  US
 MK1360  USGS QUAD   -  COLUMBUS SW (2017)
 MK1360
 MK1360                         *CURRENT SURVEY CONTROL
 MK1360  ______________________________________________________________________
 MK1360* NAD 83(1986) POSITION- 41 21 16.     (N) 097 29 35.     (W)   SCALED
 MK1360* NAVD 88 ORTHO HEIGHT -   453.564 (meters)     1488.07  (feet) ADJUSTED
 MK1360  ______________________________________________________________________
 MK1360  GEOID HEIGHT    -        -25.367 (meters)                     GEOID18
 MK1360  DYNAMIC HEIGHT  -        453.363 (meters)     1487.41  (feet) COMP
 MK1360  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 MK1360
 MK1360  VERT ORDER      -  SECOND    CLASS 0
 MK1360
 MK1360.The horizontal coordinates were scaled from a map and have
 MK1360.an estimated accuracy of +/- 6 seconds.
 MK1360
 MK1360.The orthometric height was determined by differential leveling and
 MK1360.adjusted by the NATIONAL GEODETIC SURVEY
 MK1360.in June 1991.
 MK1360
 MK1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1360.GEOID18 height accuracy estimate available here.
 MK1360
 MK1360.Click photographs - Photos may exist for this station.
 MK1360
 MK1360.The dynamic height is computed by dividing the NAVD 88
 MK1360.geopotential number by the normal gravity value computed on the
 MK1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1360.degrees latitude (g = 980.6199 gals.).
 MK1360
 MK1360.The modeled gravity was interpolated from observed gravity values.
 MK1360
 MK1360;                    North         East    Units  Estimated Accuracy
 MK1360;SPC NE       -   171,920.      709,690.      MT  (+/- 180 meters Scaled)
 MK1360
 MK1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL260792(NAD 83)
 MK1360
 MK1360                          SUPERSEDED SURVEY CONTROL
 MK1360
 MK1360  NGVD 29 (??/??/92)  453.378  (m)         1487.46   (f) ADJ UNCH    2 0
 MK1360
 MK1360.Superseded values are not recommended for survey control.
 MK1360
 MK1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1360.See file dsdata.pdf to determine how the superseded data were derived.
 MK1360
 MK1360_MARKER: DB = BENCH MARK DISK
 MK1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1360_SP_SET: BRIDGE ABUTMENT
 MK1360_STAMPING: M 327 1950
 MK1360_MARK LOGO: CGS
 MK1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1360
 MK1360  HISTORY     - Date     Condition        Report By
 MK1360  HISTORY     - 1950     MONUMENTED       CGS
 MK1360
 MK1360                          STATION DESCRIPTION
 MK1360
 MK1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1360'2.4 MI S FROM DUNCAN.
 MK1360'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1360'RAILROAD STATION AT DUNCAN, AT A T ROAD JUNCTION, 114 FEET NORTH
 MK1360'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 9 FEET WEST OF THE
 MK1360'CENTER LINE OF A NORTH AND SOUTH ROAD, SET IN THE TOP OF THE
 MK1360'WEST END OF THE SOUTH ABUTMENT OF A 15 FOOT CONCRETE BRIDGE,
 MK1360'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0580 ***********************************************************************
 ML0580  DESIGNATION -  M 328
 ML0580  PID         -  ML0580
 ML0580  STATE/COUNTY-  NE/CUSTER
 ML0580  COUNTRY     -  US
 ML0580  USGS QUAD   -  SARGENT EAST (2017)
 ML0580
 ML0580                         *CURRENT SURVEY CONTROL
 ML0580  ______________________________________________________________________
 ML0580* NAD 83(1986) POSITION- 41 37 56.     (N) 099 20 25.     (W)   SCALED
 ML0580* NAVD 88 ORTHO HEIGHT -   702.306 (meters)     2304.15  (feet) ADJUSTED
 ML0580  ______________________________________________________________________
 ML0580  GEOID HEIGHT    -        -23.175 (meters)                     GEOID18
 ML0580  DYNAMIC HEIGHT  -        701.957 (meters)     2303.00  (feet) COMP
 ML0580  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 ML0580
 ML0580  VERT ORDER      -  FIRST     CLASS II
 ML0580
 ML0580.The horizontal coordinates were scaled from a map and have
 ML0580.an estimated accuracy of +/- 6 seconds.
 ML0580
 ML0580.The orthometric height was determined by differential leveling and
 ML0580.adjusted by the NATIONAL GEODETIC SURVEY
 ML0580.in June 1991.
 ML0580
 ML0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0580.GEOID18 height accuracy estimate available here.
 ML0580
 ML0580.Click photographs - Photos may exist for this station.
 ML0580
 ML0580.The dynamic height is computed by dividing the NAVD 88
 ML0580.geopotential number by the normal gravity value computed on the
 ML0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0580.degrees latitude (g = 980.6199 gals.).
 ML0580
 ML0580.The modeled gravity was interpolated from observed gravity values.
 ML0580
 ML0580;                    North         East    Units  Estimated Accuracy
 ML0580;SPC NE       -   199,930.      554,950.      MT  (+/- 180 meters Scaled)
 ML0580
 ML0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM716089(NAD 83)
 ML0580
 ML0580                          SUPERSEDED SURVEY CONTROL
 ML0580
 ML0580  NGVD 29 (??/??/92)  702.053  (m)         2303.32   (f) ADJ UNCH    1 2
 ML0580
 ML0580.Superseded values are not recommended for survey control.
 ML0580
 ML0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0580.See file dsdata.pdf to determine how the superseded data were derived.
 ML0580
 ML0580_MARKER: DB = BENCH MARK DISK
 ML0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0580_STAMPING: M 328 1950
 ML0580_MARK LOGO: CGS
 ML0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0580+STABILITY: SURFACE MOTION
 ML0580
 ML0580  HISTORY     - Date     Condition        Report By
 ML0580  HISTORY     - 1950     MONUMENTED       CGS
 ML0580
 ML0580                          STATION DESCRIPTION
 ML0580
 ML0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0580'1.2 MI SE FROM SARGENT.
 ML0580'1.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0580'RAILROAD FROM THE STATION AT SARGENT, 0.1 MILE SOUTHEAST OF
 ML0580'MILEPOST 72, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 ML0580'SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET
 ML0580'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0580'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1357 ***********************************************************************
 MK1357  DESIGNATION -  M 329
 MK1357  PID         -  MK1357
 MK1357  STATE/COUNTY-  NE/BUTLER
 MK1357  COUNTRY     -  US
 MK1357  USGS QUAD   -  SCHUYLER (2017)
 MK1357
 MK1357                         *CURRENT SURVEY CONTROL
 MK1357  ______________________________________________________________________
 MK1357* NAD 83(1986) POSITION- 41 23 40.     (N) 097 03 38.     (W)   SCALED
 MK1357* NAVD 88 ORTHO HEIGHT -   419.307 (meters)     1375.68  (feet) ADJUSTED
 MK1357  ______________________________________________________________________
 MK1357  GEOID HEIGHT    -        -25.849 (meters)                     GEOID18
 MK1357  DYNAMIC HEIGHT  -        419.122 (meters)     1375.07  (feet) COMP
 MK1357  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 MK1357
 MK1357  VERT ORDER      -  SECOND    CLASS 0
 MK1357
 MK1357.The horizontal coordinates were scaled from a map and have
 MK1357.an estimated accuracy of +/- 6 seconds.
 MK1357
 MK1357.The orthometric height was determined by differential leveling and
 MK1357.adjusted by the NATIONAL GEODETIC SURVEY
 MK1357.in June 1991.
 MK1357
 MK1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1357.GEOID18 height accuracy estimate available here.
 MK1357
 MK1357.Click photographs - Photos may exist for this station.
 MK1357
 MK1357.The dynamic height is computed by dividing the NAVD 88
 MK1357.geopotential number by the normal gravity value computed on the
 MK1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1357.degrees latitude (g = 980.6199 gals.).
 MK1357
 MK1357.The modeled gravity was interpolated from observed gravity values.
 MK1357
 MK1357;                    North         East    Units  Estimated Accuracy
 MK1357;SPC NE       -   177,500.      745,700.      MT  (+/- 180 meters Scaled)
 MK1357
 MK1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621843(NAD 83)
 MK1357
 MK1357                          SUPERSEDED SURVEY CONTROL
 MK1357
 MK1357  NGVD 29 (??/??/92)  419.138  (m)         1375.12   (f) ADJ UNCH    2 0
 MK1357
 MK1357.Superseded values are not recommended for survey control.
 MK1357
 MK1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1357.See file dsdata.pdf to determine how the superseded data were derived.
 MK1357
 MK1357_MARKER: DB = BENCH MARK DISK
 MK1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1357_STAMPING: M 329 1950
 MK1357_MARK LOGO: CGS
 MK1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1357+STABILITY: SURFACE MOTION
 MK1357
 MK1357  HISTORY     - Date     Condition        Report By
 MK1357  HISTORY     - 1950     MONUMENTED       CGS
 MK1357
 MK1357                          STATION DESCRIPTION
 MK1357
 MK1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1357'3.6 MI S FROM SCHUYLER.
 MK1357'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1357'SCHUYLER, THENCE 3.65 MILES SOUTH ALONG STATE HIGHWAY 15, AT THE
 MK1357'FARM HOME OF MISS IDA HOWIE, 51 FEET WEST OF THE CENTER LINE OF
 MK1357'THE HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK1357'58.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOG SHED, 10.0
 MK1357'FEET WEST OF THE CENTER OF AN IRON FRAME GATE, 1.3 FEET SOUTH OF A
 MK1357'BOARD FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 MK1357'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0902 ***********************************************************************
 MK0902  DESIGNATION -  M 330
 MK0902  PID         -  MK0902
 MK0902  STATE/COUNTY-  NE/SAUNDERS
 MK0902  COUNTRY     -  US
 MK0902  USGS QUAD   -  NORTH BEND (2017)
 MK0902
 MK0902                         *CURRENT SURVEY CONTROL
 MK0902  ______________________________________________________________________
 MK0902* NAD 83(1986) POSITION- 41 25 49.     (N) 096 49 40.     (W)   SCALED
 MK0902* NAVD 88 ORTHO HEIGHT -   395.792 (meters)     1298.53  (feet) ADJUSTED
 MK0902  ______________________________________________________________________
 MK0902  GEOID HEIGHT    -        -26.152 (meters)                     GEOID18
 MK0902  DYNAMIC HEIGHT  -        395.624 (meters)     1297.98  (feet) COMP
 MK0902  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 MK0902
 MK0902  VERT ORDER      -  SECOND    CLASS 0
 MK0902
 MK0902.The horizontal coordinates were scaled from a map and have
 MK0902.an estimated accuracy of +/- 6 seconds.
 MK0902
 MK0902.The orthometric height was determined by differential leveling and
 MK0902.adjusted by the NATIONAL GEODETIC SURVEY
 MK0902.in June 1991.
 MK0902
 MK0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0902.GEOID18 height accuracy estimate available here.
 MK0902
 MK0902.Click photographs - Photos may exist for this station.
 MK0902
 MK0902.The dynamic height is computed by dividing the NAVD 88
 MK0902.geopotential number by the normal gravity value computed on the
 MK0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0902.degrees latitude (g = 980.6199 gals.).
 MK0902
 MK0902.The modeled gravity was interpolated from observed gravity values.
 MK0902
 MK0902;                    North         East    Units  Estimated Accuracy
 MK0902;SPC NE       -   182,160.      765,000.      MT  (+/- 180 meters Scaled)
 MK0902
 MK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL814888(NAD 83)
 MK0902
 MK0902                          SUPERSEDED SURVEY CONTROL
 MK0902
 MK0902  NGVD 29 (??/??/92)  395.639  (m)         1298.03   (f) ADJ UNCH    2 0
 MK0902
 MK0902.Superseded values are not recommended for survey control.
 MK0902
 MK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0902.See file dsdata.pdf to determine how the superseded data were derived.
 MK0902
 MK0902_MARKER: DB = BENCH MARK DISK
 MK0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0902_STAMPING: M 330 1950
 MK0902_MARK LOGO: CGS
 MK0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0902+STABILITY: SURFACE MOTION
 MK0902
 MK0902  HISTORY     - Date     Condition        Report By
 MK0902  HISTORY     - 1950     MONUMENTED       CGS
 MK0902
 MK0902                          STATION DESCRIPTION
 MK0902
 MK0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0902'3.3 MI W FROM MORSE BLUFF.
 MK0902'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0902'WESTERN RAILROAD STATION AT MORSE BLUFF, THENCE 2.0 MILES WEST
 MK0902'ALONG A GRADED DIRT ROAD, 131 FEET SOUTH OF THE CENTER LINE
 MK0902'OF AN EAST AND WEST ROAD, 37 FEET WEST OF THE CENTER LINE OF A
 MK0902'NORTH AND SOUTH ROAD, 46 FEET SOUTH OF THE SOUTH RAIL OF THE
 MK0902'CHICAGO AND NORTH WESTERN RAILROAD, 25.3 FEET SOUTHWEST OF A
 MK0902'TELEPHONE POLE, 5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 MK0902'OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 MK0902'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1341 ***********************************************************************
 MK1341  DESIGNATION -  M 331
 MK1341  PID         -  MK1341
 MK1341  STATE/COUNTY-  NE/BUTLER
 MK1341  COUNTRY     -  US
 MK1341  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1341
 MK1341                         *CURRENT SURVEY CONTROL
 MK1341  ______________________________________________________________________
 MK1341* NAD 83(1986) POSITION- 41 22 25.     (N) 097 09 26.     (W)   SCALED
 MK1341* NAVD 88 ORTHO HEIGHT -   427.676 (meters)     1403.13  (feet) ADJUSTED
 MK1341  ______________________________________________________________________
 MK1341  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 MK1341  DYNAMIC HEIGHT  -        427.486 (meters)     1402.51  (feet) COMP
 MK1341  MODELED GRAVITY -    980,165.2   (mgal)                       NAVD 88
 MK1341
 MK1341  VERT ORDER      -  SECOND    CLASS 0
 MK1341
 MK1341.The horizontal coordinates were scaled from a map and have
 MK1341.an estimated accuracy of +/- 6 seconds.
 MK1341
 MK1341.The orthometric height was determined by differential leveling and
 MK1341.adjusted by the NATIONAL GEODETIC SURVEY
 MK1341.in June 1991.
 MK1341
 MK1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1341.GEOID18 height accuracy estimate available here.
 MK1341
 MK1341.Click photographs - Photos may exist for this station.
 MK1341
 MK1341.The dynamic height is computed by dividing the NAVD 88
 MK1341.geopotential number by the normal gravity value computed on the
 MK1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1341.degrees latitude (g = 980.6199 gals.).
 MK1341
 MK1341.The modeled gravity was interpolated from observed gravity values.
 MK1341
 MK1341;                    North         East    Units  Estimated Accuracy
 MK1341;SPC NE       -   174,920.      737,700.      MT  (+/- 180 meters Scaled)
 MK1341
 MK1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL541818(NAD 83)
 MK1341
 MK1341                          SUPERSEDED SURVEY CONTROL
 MK1341
 MK1341  NGVD 29 (??/??/92)  427.506  (m)         1402.58   (f) ADJ UNCH    2 0
 MK1341
 MK1341.Superseded values are not recommended for survey control.
 MK1341
 MK1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1341.See file dsdata.pdf to determine how the superseded data were derived.
 MK1341
 MK1341_MARKER: DB = BENCH MARK DISK
 MK1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1341_STAMPING: M 331 1950
 MK1341_MARK LOGO: CGS
 MK1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1341+STABILITY: SURFACE MOTION
 MK1341
 MK1341  HISTORY     - Date     Condition        Report By
 MK1341  HISTORY     - 1950     MONUMENTED       CGS
 MK1341
 MK1341                          STATION DESCRIPTION
 MK1341
 MK1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1341'6.3 MI NE FROM BELLWOOD.
 MK1341'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1341'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1341'ALONG A GRAVELED ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED
 MK1341'ROAD, THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, 200 FEET
 MK1341'SOUTH OF A FARMHOUSE, 35 FEET NORTH OF THE CENTER LINE OF AN
 MK1341'EAST AND WEST ROAD, 15 FEET WEST OF THE EXTENDED CENTER LINE OF
 MK1341'A ROAD LEADING SOUTH, 26 FEET WEST OF THE CENTER LINE OF A
 MK1341'PRIVATE DRIVEWAY, 26 FEET EAST OF A POWER POLE, 1 FOOT SOUTH
 MK1341'OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 MK1341'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0192 ***********************************************************************
 ML0192  DESIGNATION -  M 332
 ML0192  PID         -  ML0192
 ML0192  STATE/COUNTY-  NE/HOWARD
 ML0192  COUNTRY     -  US
 ML0192  USGS QUAD   -  CUSHING (2017)
 ML0192
 ML0192                         *CURRENT SURVEY CONTROL
 ML0192  ______________________________________________________________________
 ML0192* NAD 83(1986) POSITION- 41 16 19.     (N) 098 19 44.     (W)   SCALED
 ML0192* NAVD 88 ORTHO HEIGHT -   535.462 (meters)     1756.76  (feet) ADJUSTED
 ML0192  ______________________________________________________________________
 ML0192  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 ML0192  DYNAMIC HEIGHT  -        535.197 (meters)     1755.89  (feet) COMP
 ML0192  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 ML0192
 ML0192  VERT ORDER      -  SECOND    CLASS 0
 ML0192
 ML0192.The horizontal coordinates were scaled from a map and have
 ML0192.an estimated accuracy of +/- 6 seconds.
 ML0192
 ML0192.The orthometric height was determined by differential leveling and
 ML0192.adjusted by the NATIONAL GEODETIC SURVEY
 ML0192.in June 1991.
 ML0192
 ML0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0192.GEOID18 height accuracy estimate available here.
 ML0192
 ML0192.Click photographs - Photos may exist for this station.
 ML0192
 ML0192.The dynamic height is computed by dividing the NAVD 88
 ML0192.geopotential number by the normal gravity value computed on the
 ML0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0192.degrees latitude (g = 980.6199 gals.).
 ML0192
 ML0192.The modeled gravity was interpolated from observed gravity values.
 ML0192
 ML0192;                    North         East    Units  Estimated Accuracy
 ML0192;SPC NE       -   161,080.      639,960.      MT  (+/- 180 meters Scaled)
 ML0192
 ML0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL562691(NAD 83)
 ML0192
 ML0192                          SUPERSEDED SURVEY CONTROL
 ML0192
 ML0192  NGVD 29 (??/??/92)  535.226  (m)         1755.99   (f) ADJ UNCH    2 0
 ML0192
 ML0192.Superseded values are not recommended for survey control.
 ML0192
 ML0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0192.See file dsdata.pdf to determine how the superseded data were derived.
 ML0192
 ML0192_MARKER: DB = BENCH MARK DISK
 ML0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0192_STAMPING: M 332 1950
 ML0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0192+STABILITY: SURFACE MOTION
 ML0192
 ML0192  HISTORY     - Date     Condition        Report By
 ML0192  HISTORY     - 1950     MONUMENTED       CGS
 ML0192
 ML0192                          STATION DESCRIPTION
 ML0192
 ML0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0192'2.5 MI SE FROM CUSHING.
 ML0192'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0192'RAILROAD FROM THE STATION AT CUSHING, 447 FEET SOUTH OF THE
 ML0192'SOUTHEAST END OF A STEEL BRIDGE OVER THE LOUP RIVER, 165 FEET
 ML0192'SOUTHWEST OF WOODEN TRESTLE 40.49, 156 FEET SOUTHWEST OF THE
 ML0192'SOUTHWEST RAIL, 108 FEET SOUTHWEST OF A FENCE, ON THE SOUTHWEST
 ML0192'BANK OF A WASH, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN
 ML0192'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 ML0192'GROUND.  THIS MARK IS 0.9 MILE NORTHWEST OF BENCH MARK L 332.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0124 ***********************************************************************
 LH0124  DESIGNATION -  M 336
 LH0124  PID         -  LH0124
 LH0124  STATE/COUNTY-  NE/HAMILTON
 LH0124  COUNTRY     -  US
 LH0124  USGS QUAD   -  GILTNER (2017)
 LH0124
 LH0124                         *CURRENT SURVEY CONTROL
 LH0124  ______________________________________________________________________
 LH0124* NAD 83(1995) POSITION- 40 46 59.64643(N) 098 10 06.64993(W)   ADJUSTED
 LH0124* NAVD 88 ORTHO HEIGHT -   562.303 (meters)     1844.82  (feet) ADJUSTED
 LH0124  ______________________________________________________________________
 LH0124  GEOID HEIGHT    -        -25.414 (meters)                     GEOID18
 LH0124  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 LH0124  DYNAMIC HEIGHT  -        562.003 (meters)     1843.84  (feet) COMP
 LH0124  MODELED GRAVITY -    980,073.0   (mgal)                       NAVD 88
 LH0124
 LH0124  HORZ ORDER      -  SECOND
 LH0124  VERT ORDER      -  SECOND    CLASS 0
 LH0124
 LH0124.The horizontal coordinates were established by classical geodetic methods
 LH0124.and adjusted by the National Geodetic Survey in August 1997.
 LH0124
 LH0124.The orthometric height was determined by differential leveling and
 LH0124.adjusted by the NATIONAL GEODETIC SURVEY
 LH0124.in June 1991.
 LH0124
 LH0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0124.GEOID18 height accuracy estimate available here.
 LH0124
 LH0124.Click photographs - Photos may exist for this station.
 LH0124
 LH0124.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0124
 LH0124.The dynamic height is computed by dividing the NAVD 88
 LH0124.geopotential number by the normal gravity value computed on the
 LH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0124.degrees latitude (g = 980.6199 gals.).
 LH0124
 LH0124.The modeled gravity was interpolated from observed gravity values.
 LH0124
 LH0124. The following values were computed from the NAD 83(1995) position.
 LH0124
 LH0124;                    North         East     Units Scale Factor Converg.
 LH0124;SPC NE       -   107,102.559   654,544.009   MT  0.99973752   +1 12 49.4
 LH0124;SPC NE       -   351,385.65  2,147,449.80   sFT  0.99973752   +1 12 49.4
 LH0124;UTM  14      - 4,515,027.097   570,158.219   MT  0.99966058   +0 32 35.3
 LH0124
 LH0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0124!SPC NE       -   0.99991579  x   0.99973752  =   0.99965333
 LH0124!UTM  14      -   0.99991579  x   0.99966058  =   0.99957640
 LH0124
 LH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7015815027(NAD 83)
 LH0124
 LH0124                          SUPERSEDED SURVEY CONTROL
 LH0124
 LH0124  NAD 83(1986)-  40 46 59.65413(N)    098 10 06.65192(W) AD(       ) 2
 LH0124  NAD 27      -  40 46 59.61100(N)    098 10 05.44500(W) AD(       ) 2
 LH0124  NGVD 29 (??/??/92)  562.068  (m)         1844.05   (f) ADJ UNCH    2 0
 LH0124  NGVD 29             562.07   (m)         1844.1    (f) LEVELING    3  
 LH0124
 LH0124.Superseded values are not recommended for survey control.
 LH0124
 LH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0124.See file dsdata.pdf to determine how the superseded data were derived.
 LH0124
 LH0124_MARKER: DB = BENCH MARK DISK
 LH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0124_STAMPING: M 336 1950
 LH0124_MARK LOGO: CGS
 LH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0124+STABILITY: SURFACE MOTION
 LH0124
 LH0124  HISTORY     - Date     Condition        Report By
 LH0124  HISTORY     - 1950     MONUMENTED       CGS
 LH0124  HISTORY     - 1950     GOOD             CGS
 LH0124
 LH0124                          STATION DESCRIPTION
 LH0124
 LH0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH0124'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DONIPHAN AND 1-1/2
 LH0124'MILES NORTHWEST OF GILTNER.  IT IS 26 FEET WEST OF THE CENTER
 LH0124'OF A GRAVEL ROAD, 25 FEET NORTH OF A SMALL ELM TREE, 10 FEET
 LH0124'NORTH OF A YARD GATE, 1-1/2 FEET NORTH OF A WITNESS POST AND
 LH0124'1-1/2 FEET EAST OF A YARD FENCE.  IT IS A USC AND GS BENCH
 LH0124'MARK DISK SET IN A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS
 LH0124'5 INCHES.  THE DISK IS STAMPED M-336 1950.
 LH0124'
 LH0124'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LH0124'GILTNER TO BENCH MARK M-336 1950.  IT IS 31.726 METERS OR 104.09
 LH0124'FEET NORTHWEST OF THE STATION.
 LH0124'
 LH0124'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO
 LH0124'WEST FOR 0.2 MILE TO A GRAVEL CROSS-STREET.  TURN RIGHT AND GO
 LH0124'NORTH FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST
 LH0124'FOR 0.65 MILE TO A GRAVEL CROSS ROAD.  TURN LEFT AND GO SOUTH FOR
 LH0124'0.1 MILE TO A FARM HOUSE AND THE STATION ON THE RIGHT.
 LH0124
 LH0124                          STATION RECOVERY (1950)
 LH0124
 LH0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0124'9.6 MI SE FROM PHILLIPS.
 LH0124'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0124'FROM THE STATION AT PHILLIPS, THENCE 7.25 MILES SOUTH ALONG A
 LH0124'DIRT ROAD, 0.15 MILE SOUTH OF A ROAD INTERSECTION, 56 FEET EAST
 LH0124'OF THE NORTHEAST CORNER OF A FARMHOUSE, 26 FEET WEST OF THE
 LH0124'CENTER LINE OF A NORTH AND SOUTH ROAD, 25.4 FEET NORTH OF A 6
 LH0124'INCH ELM TREE, 1.5 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 LH0124'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0124'0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1294 ***********************************************************************
 MK1294  DESIGNATION -  M 337
 MK1294  PID         -  MK1294
 MK1294  STATE/COUNTY-  NE/PLATTE
 MK1294  COUNTRY     -  US
 MK1294  USGS QUAD   -  COLUMBUS (2017)
 MK1294
 MK1294                         *CURRENT SURVEY CONTROL
 MK1294  ______________________________________________________________________
 MK1294* NAD 83(1986) POSITION- 41 25 31.     (N) 097 20 03.     (W)   SCALED
 MK1294* NAVD 88 ORTHO HEIGHT -   437.698 (meters)     1436.01  (feet) ADJUSTED
 MK1294  ______________________________________________________________________
 MK1294  GEOID HEIGHT    -        -25.410 (meters)                     GEOID18
 MK1294  DYNAMIC HEIGHT  -        437.507 (meters)     1435.39  (feet) COMP
 MK1294  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 MK1294
 MK1294  VERT ORDER      -  SECOND    CLASS 0
 MK1294
 MK1294.The horizontal coordinates were scaled from a map and have
 MK1294.an estimated accuracy of +/- 6 seconds.
 MK1294
 MK1294.The orthometric height was determined by differential leveling and
 MK1294.adjusted by the NATIONAL GEODETIC SURVEY
 MK1294.in June 1991.
 MK1294
 MK1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1294.GEOID18 height accuracy estimate available here.
 MK1294
 MK1294.Click photographs - Photos may exist for this station.
 MK1294
 MK1294.The dynamic height is computed by dividing the NAVD 88
 MK1294.geopotential number by the normal gravity value computed on the
 MK1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1294.degrees latitude (g = 980.6199 gals.).
 MK1294
 MK1294.The modeled gravity was interpolated from observed gravity values.
 MK1294
 MK1294;                    North         East    Units  Estimated Accuracy
 MK1294;SPC NE       -   180,180.      722,730.      MT  (+/- 180 meters Scaled)
 MK1294
 MK1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL391873(NAD 83)
 MK1294
 MK1294                          SUPERSEDED SURVEY CONTROL
 MK1294
 MK1294  NGVD 29 (??/??/92)  437.513  (m)         1435.41   (f) ADJ UNCH    2 0
 MK1294
 MK1294.Superseded values are not recommended for survey control.
 MK1294
 MK1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1294.See file dsdata.pdf to determine how the superseded data were derived.
 MK1294
 MK1294_MARKER: DB = BENCH MARK DISK
 MK1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1294_STAMPING: M 337 1950
 MK1294_MARK LOGO: CGS
 MK1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1294+STABILITY: SURFACE MOTION
 MK1294
 MK1294  HISTORY     - Date     Condition        Report By
 MK1294  HISTORY     - 1950     MONUMENTED       CGS
 MK1294
 MK1294                          STATION DESCRIPTION
 MK1294
 MK1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1294'1.4 MI SE FROM COLUMBUS.
 MK1294'1.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1294'RAILROAD FROM THE STATION AT COLUMBUS, 0.3 MILE WEST OF A ROAD
 MK1294'CROSSING, 37 FEET NORTH OF A SEMAPHORE, 46 FEET NORTH OF THE
 MK1294'NORTH RAIL, 17 FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTH
 MK1294'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1294'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0003 ***********************************************************************
 NQ0003  DESIGNATION -  M 340
 NQ0003  PID         -  NQ0003
 NQ0003  STATE/COUNTY-  NE/SIOUX
 NQ0003  COUNTRY     -  US
 NQ0003  USGS QUAD   -  VAN TASSELL (2017)
 NQ0003
 NQ0003                         *CURRENT SURVEY CONTROL
 NQ0003  ______________________________________________________________________
 NQ0003* NAD 83(1986) POSITION- 42 40 01.     (N) 104 01 35.     (W)   SCALED
 NQ0003* NAVD 88 ORTHO HEIGHT -  1449.380 (meters)     4755.17  (feet) ADJUSTED
 NQ0003  ______________________________________________________________________
 NQ0003  GEOID HEIGHT    -        -15.827 (meters)                     GEOID18
 NQ0003  DYNAMIC HEIGHT  -       1448.526 (meters)     4752.37  (feet) COMP
 NQ0003  MODELED GRAVITY -    979,980.7   (mgal)                       NAVD 88
 NQ0003
 NQ0003  VERT ORDER      -  FIRST     CLASS II
 NQ0003
 NQ0003.The horizontal coordinates were scaled from a map and have
 NQ0003.an estimated accuracy of +/- 6 seconds.
 NQ0003
 NQ0003.The orthometric height was determined by differential leveling and
 NQ0003.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0003.in June 1991.
 NQ0003
 NQ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0003.GEOID18 height accuracy estimate available here.
 NQ0003
 NQ0003.Click photographs - Photos may exist for this station.
 NQ0003
 NQ0003.The dynamic height is computed by dividing the NAVD 88
 NQ0003.geopotential number by the normal gravity value computed on the
 NQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0003.degrees latitude (g = 980.6199 gals.).
 NQ0003
 NQ0003.The modeled gravity was interpolated from observed gravity values.
 NQ0003
 NQ0003;                    North         East    Units  Estimated Accuracy
 NQ0003;SPC NE       -   322,310.      170,080.      MT  (+/- 180 meters Scaled)
 NQ0003
 NQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH797242(NAD 83)
 NQ0003
 NQ0003                          SUPERSEDED SURVEY CONTROL
 NQ0003
 NQ0003  NGVD 29 (??/??/92) 1448.684  (m)         4752.89   (f) ADJ UNCH    1 2
 NQ0003
 NQ0003.Superseded values are not recommended for survey control.
 NQ0003
 NQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0003.See file dsdata.pdf to determine how the superseded data were derived.
 NQ0003
 NQ0003_MARKER: DB = BENCH MARK DISK
 NQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0003_STAMPING: M 340 1954
 NQ0003_MARK LOGO: CGS
 NQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0003+STABILITY: SURFACE MOTION
 NQ0003
 NQ0003  HISTORY     - Date     Condition        Report By
 NQ0003  HISTORY     - 1954     MONUMENTED       CGS
 NQ0003
 NQ0003                          STATION DESCRIPTION
 NQ0003
 NQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0003'3.4 MI E FROM VAN TASSELL.
 NQ0003'3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0003'FROM THE STATION AT VAN TASSELL, 4 RAILS EAST OF THE EAST END OF A
 NQ0003'TRESTLE, 57 FEET SOUTH OF THE SOUTH RAIL, 45 FEET SOUTHWEST OF
 NQ0003'THE 1ST POLE WEST OF MILEPOST 468, 5 FEET NORTH OF A FENCE, 2
 NQ0003'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0003'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  IN THE NORTHWEST
 NQ0003'1/4 OF SECTION 16, TOWNSHIP 31 NORTH, RANGE 57 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0460 ***********************************************************************
 NP0460  DESIGNATION -  M 341
 NP0460  PID         -  NP0460
 NP0460  STATE/COUNTY-  NE/SIOUX
 NP0460  COUNTRY     -  US
 NP0460  USGS QUAD   -  HARRISON WEST (2017)
 NP0460
 NP0460                         *CURRENT SURVEY CONTROL
 NP0460  ______________________________________________________________________
 NP0460* NAD 83(1986) POSITION- 42 41 30.     (N) 103 52 29.     (W)   SCALED
 NP0460* NAVD 88 ORTHO HEIGHT -  1474.987 (meters)     4839.19  (feet) ADJUSTED
 NP0460  ______________________________________________________________________
 NP0460  GEOID HEIGHT    -        -16.157 (meters)                     GEOID18
 NP0460  DYNAMIC HEIGHT  -       1474.119 (meters)     4836.34  (feet) COMP
 NP0460  MODELED GRAVITY -    979,979.8   (mgal)                       NAVD 88
 NP0460
 NP0460  VERT ORDER      -  FIRST     CLASS II
 NP0460
 NP0460.This mark is at Harrison Skyranch Airport (9V3)
 NP0460
 NP0460.The horizontal coordinates were scaled from a map and have
 NP0460.an estimated accuracy of +/- 6 seconds.
 NP0460
 NP0460.The orthometric height was determined by differential leveling and
 NP0460.adjusted by the NATIONAL GEODETIC SURVEY
 NP0460.in June 1991.
 NP0460
 NP0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0460.GEOID18 height accuracy estimate available here.
 NP0460
 NP0460.Click photographs - Photos may exist for this station.
 NP0460
 NP0460.The dynamic height is computed by dividing the NAVD 88
 NP0460.geopotential number by the normal gravity value computed on the
 NP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0460.degrees latitude (g = 980.6199 gals.).
 NP0460
 NP0460.The modeled gravity was interpolated from observed gravity values.
 NP0460
 NP0460;                    North         East    Units  Estimated Accuracy
 NP0460;SPC NE       -   324,480.      182,620.      MT  (+/- 180 meters Scaled)
 NP0460
 NP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH921271(NAD 83)
 NP0460
 NP0460                          SUPERSEDED SURVEY CONTROL
 NP0460
 NP0460  NGVD 29 (??/??/92) 1474.302  (m)         4836.94   (f) ADJ UNCH    1 2
 NP0460
 NP0460.Superseded values are not recommended for survey control.
 NP0460
 NP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0460.See file dsdata.pdf to determine how the superseded data were derived.
 NP0460
 NP0460_MARKER: DB = BENCH MARK DISK
 NP0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0460_STAMPING: M 341 1954
 NP0460_MARK LOGO: CGS
 NP0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0460+STABILITY: SURFACE MOTION
 NP0460
 NP0460  HISTORY     - Date     Condition        Report By
 NP0460  HISTORY     - 1954     MONUMENTED       CGS
 NP0460
 NP0460                          STATION DESCRIPTION
 NP0460
 NP0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0460'0.5 MI NE FROM HARRISON.
 NP0460'0.15 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 NP0460'HARRISON, THENCE 0.35 MILE EAST ALONG U.S. HIGHWAY 20, AT THE
 NP0460'HARRISON AIRPORT, 6.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 NP0460'SOUTH HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0460'0.2 FOOT ABOVE THE GROUND.  NOTE-- HANGAR IS USED AS A GARAGE
 NP0460'AND THE WALL OF ANOTHER BUILDING IS RIGHT WHERE THE MARK IS
 NP0460'SUPPOSED TO BE.  OWNER THINKS THE MARK IS UNDER THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0146 ***********************************************************************
 NP0146  DESIGNATION -  M 342
 NP0146  PID         -  NP0146
 NP0146  STATE/COUNTY-  NE/BOX BUTTE
 NP0146  COUNTRY     -  US
 NP0146  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0146
 NP0146                         *CURRENT SURVEY CONTROL
 NP0146  ______________________________________________________________________
 NP0146* NAD 83(1986) POSITION- 42 11 17.16   (N) 102 57 25.49   (W)   HD_HELD1
 NP0146* NAVD 88 ORTHO HEIGHT -  1249.742 (meters)     4100.20  (feet) ADJUSTED
 NP0146  ______________________________________________________________________
 NP0146  GEOID HEIGHT    -        -18.504 (meters)                     GEOID18
 NP0146  DYNAMIC HEIGHT  -       1249.013 (meters)     4097.80  (feet) COMP
 NP0146  MODELED GRAVITY -    979,995.0   (mgal)                       NAVD 88
 NP0146
 NP0146  VERT ORDER      -  FIRST     CLASS II
 NP0146
 NP0146.The horizontal coordinates were determined by differentially corrected
 NP0146.hand held GPS observations or other comparable positioning techniques
 NP0146.and have an estimated accuracy of +/- 3 meters.
 NP0146
 NP0146.The orthometric height was determined by differential leveling and
 NP0146.adjusted by the NATIONAL GEODETIC SURVEY
 NP0146.in June 1991.
 NP0146
 NP0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0146.GEOID18 height accuracy estimate available here.
 NP0146
 NP0146.Click photographs - Photos may exist for this station.
 NP0146
 NP0146.The dynamic height is computed by dividing the NAVD 88
 NP0146.geopotential number by the normal gravity value computed on the
 NP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0146.degrees latitude (g = 980.6199 gals.).
 NP0146
 NP0146.The modeled gravity was interpolated from observed gravity values.
 NP0146
 NP0146;                    North         East    Units  Estimated Accuracy
 NP0146;SPC NE       -   265,621.0     255,840.2     MT  (+/- 3 meters HH1 GPS) 
 NP0146
 NP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6869472681(NAD 83)
 NP0146
 NP0146                          SUPERSEDED SURVEY CONTROL
 NP0146
 NP0146  NGVD 29 (??/??/92) 1249.134  (m)         4098.20   (f) ADJ UNCH    1 2
 NP0146
 NP0146.Superseded values are not recommended for survey control.
 NP0146
 NP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0146.See file dsdata.pdf to determine how the superseded data were derived.
 NP0146
 NP0146_MARKER: DB = BENCH MARK DISK
 NP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0146_STAMPING: M 342 1956
 NP0146_MARK LOGO: CGS
 NP0146_PROJECTION: PROJECTING 6 CENTIMETERS
 NP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0146+STABILITY: SURFACE MOTION
 NP0146
 NP0146  HISTORY     - Date     Condition        Report By
 NP0146  HISTORY     - 1956     MONUMENTED       CGS
 NP0146  HISTORY     - 1985     GOOD             NGS
 NP0146
 NP0146                          STATION DESCRIPTION
 NP0146
 NP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0146'8 MI NW FROM ALLIANCE.
 NP0146'8.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0146'RAILROAD FROM THE STATION AT ALLIANCE, 19 POLES SOUTHEAST OF
 NP0146'MILEPOST 374, 43.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43 FEET
 NP0146'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 2, 9.3 FEET
 NP0146'NORTHEAST OF A TELEPHONE POLE, 2.3 FEET SOUTHEAST OF A WITNESS
 NP0146'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NP0146'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP
 NP0146'26 NORTH, RANGE 48 WEST.
 NP0146
 NP0146                          STATION RECOVERY (1985)
 NP0146
 NP0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0146'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 12.87 KM (8.0 MI)
 NP0146'NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION AT
 NP0146'ALLIANCE, 19 POLES SOUTHEAST OF MILEPOLE 374, 0.32 KM (0.2 MI)
 NP0146'SOUTHEAST OF A ROAD CROSSING, 19.36 METERS (63.5 FT) NORTHEAST OF THE
 NP0146'HIGHWAY CENTERLINE, 13.17 METERS (43.2 FT) SOUTHWEST OF THE SOUTHWEST
 NP0146'RAIL, 0.7 METER (2.3 FT) SOUTHEAST OF A WOODEN WITNESS POST.
 NP0146'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 NP0146'THE MARK IS 1.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0310 ***********************************************************************
 NP0310  DESIGNATION -  M 343
 NP0310  PID         -  NP0310
 NP0310  STATE/COUNTY-  NE/DAWES
 NP0310  COUNTRY     -  US
 NP0310  USGS QUAD   -  CRAWFORD (2017)
 NP0310
 NP0310                         *CURRENT SURVEY CONTROL
 NP0310  ______________________________________________________________________
 NP0310* NAD 83(1986) POSITION- 42 40 51.     (N) 103 24 12.     (W)   SCALED
 NP0310* NAVD 88 ORTHO HEIGHT -  1133.253 (meters)     3718.01  (feet) ADJUSTED
 NP0310  ______________________________________________________________________
 NP0310  GEOID HEIGHT    -        -17.585 (meters)                     GEOID18
 NP0310  DYNAMIC HEIGHT  -       1132.644 (meters)     3716.02  (feet) COMP
 NP0310  MODELED GRAVITY -    980,044.7   (mgal)                       NAVD 88
 NP0310
 NP0310  VERT ORDER      -  FIRST     CLASS II
 NP0310
 NP0310.The horizontal coordinates were scaled from a map and have
 NP0310.an estimated accuracy of +/- 6 seconds.
 NP0310
 NP0310.The orthometric height was determined by differential leveling and
 NP0310.adjusted by the NATIONAL GEODETIC SURVEY
 NP0310.in June 1991.
 NP0310
 NP0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0310.GEOID18 height accuracy estimate available here.
 NP0310
 NP0310.Click photographs - Photos may exist for this station.
 NP0310
 NP0310.The dynamic height is computed by dividing the NAVD 88
 NP0310.geopotential number by the normal gravity value computed on the
 NP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0310.degrees latitude (g = 980.6199 gals.).
 NP0310
 NP0310.The modeled gravity was interpolated from observed gravity values.
 NP0310
 NP0310;                    North         East    Units  Estimated Accuracy
 NP0310;SPC NE       -   321,660.      221,170.      MT  (+/- 180 meters Scaled)
 NP0310
 NP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH308266(NAD 83)
 NP0310
 NP0310                          SUPERSEDED SURVEY CONTROL
 NP0310
 NP0310  NGVD 29 (??/??/92) 1132.672  (m)         3716.11   (f) ADJ UNCH    1 2
 NP0310
 NP0310.Superseded values are not recommended for survey control.
 NP0310
 NP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0310.See file dsdata.pdf to determine how the superseded data were derived.
 NP0310
 NP0310_MARKER: DB = BENCH MARK DISK
 NP0310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0310_SP_SET: CONCRETE PILING
 NP0310_STAMPING: M 343 1956
 NP0310_MARK LOGO: CGS
 NP0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0310
 NP0310  HISTORY     - Date     Condition        Report By
 NP0310  HISTORY     - 1956     MONUMENTED       CGS
 NP0310  HISTORY     - 1985     GOOD             NGS
 NP0310
 NP0310                          STATION DESCRIPTION
 NP0310
 NP0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0310'0.6 MI SE FROM CRAWFORD.
 NP0310'0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0310'RAILROAD FROM THE STATION AT CRAWFORD, 10 POLES NORTHWEST OF
 NP0310'MILEPOST 422, 20.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NP0310'MAIN TRACK, 3.4 FEET ABOVE THE GROUND, AT THE OVERPASS OF U.S.
 NP0310'HIGHWAY 20 AND STATE HIGHWAY 2, SET VERTICALLY IN THE SOUTHWEST
 NP0310'SIDE OF THE NORTHWEST CONCRETE PIER OF THE 1ST SET OF PIERS
 NP0310'NORTHEAST OF THE TRACK, IN THE NORTHWEST 1/4 OF SECTION 11,
 NP0310'TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0310
 NP0310                          STATION RECOVERY (1985)
 NP0310
 NP0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0310'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0310'BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0144 ***********************************************************************
 MN0144  DESIGNATION -  M 344
 MN0144  PID         -  MN0144
 MN0144  STATE/COUNTY-  NE/MORRILL
 MN0144  COUNTRY     -  US
 MN0144  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0144
 MN0144                         *CURRENT SURVEY CONTROL
 MN0144  ______________________________________________________________________
 MN0144* NAD 83(1986) POSITION- 41 41 57.     (N) 103 08 16.     (W)   SCALED
 MN0144* NAVD 88 ORTHO HEIGHT -  1124.109 (meters)     3688.01  (feet) ADJUSTED
 MN0144  ______________________________________________________________________
 MN0144  GEOID HEIGHT    -        -19.458 (meters)                     GEOID18
 MN0144  DYNAMIC HEIGHT  -       1123.405 (meters)     3685.70  (feet) COMP
 MN0144  MODELED GRAVITY -    979,958.4   (mgal)                       NAVD 88
 MN0144
 MN0144  VERT ORDER      -  FIRST     CLASS II
 MN0144
 MN0144.The horizontal coordinates were scaled from a map and have
 MN0144.an estimated accuracy of +/- 6 seconds.
 MN0144
 MN0144.The orthometric height was determined by differential leveling and
 MN0144.adjusted by the NATIONAL GEODETIC SURVEY
 MN0144.in June 1991.
 MN0144
 MN0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0144.GEOID18 height accuracy estimate available here.
 MN0144
 MN0144.Click photographs - Photos may exist for this station.
 MN0144
 MN0144.The dynamic height is computed by dividing the NAVD 88
 MN0144.geopotential number by the normal gravity value computed on the
 MN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0144.degrees latitude (g = 980.6199 gals.).
 MN0144
 MN0144.The modeled gravity was interpolated from observed gravity values.
 MN0144
 MN0144;                    North         East    Units  Estimated Accuracy
 MN0144;SPC NE       -   211,890.      238,960.      MT  (+/- 180 meters Scaled)
 MN0144
 MN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG549180(NAD 83)
 MN0144
 MN0144                          SUPERSEDED SURVEY CONTROL
 MN0144
 MN0144  NGVD 29 (??/??/92) 1123.546  (m)         3686.17   (f) ADJ UNCH    1 2
 MN0144
 MN0144.Superseded values are not recommended for survey control.
 MN0144
 MN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0144.See file dsdata.pdf to determine how the superseded data were derived.
 MN0144
 MN0144_MARKER: DB = BENCH MARK DISK
 MN0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0144_STAMPING: M 344 1956
 MN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0144+STABILITY: SURFACE MOTION
 MN0144
 MN0144  HISTORY     - Date     Condition        Report By
 MN0144  HISTORY     - 1956     MONUMENTED       CGS
 MN0144
 MN0144                          STATION DESCRIPTION
 MN0144
 MN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0144'4.1 MI NW FROM BRIDGEPORT.
 MN0144'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0144'FROM THE STATION AT BRIDGEPORT, THENCE 1.4 MILES NORTHWEST ALONG
 MN0144'A CRUSHED ROCK ROAD, THENCE 0.3 MILE SOUTH ALONG A ROAD LEADING
 MN0144'TO THE BEYERS AIRPORT, 21.4 FEET SOUTH OF THE SOUTHWEST CORNER
 MN0144'OF THE SOUTH HANGAR, 1.3 FEET EAST OF A FENCE, SET IN THE TOP
 MN0144'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN
 MN0144'THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 20 NORTH, RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1720 ***********************************************************************
 MK1720  DESIGNATION -  M 345
 MK1720  PID         -  MK1720
 MK1720  STATE/COUNTY-  NE/PLATTE
 MK1720  COUNTRY     -  US
 MK1720  USGS QUAD   -  LINDSAY (2017)
 MK1720
 MK1720                         *CURRENT SURVEY CONTROL
 MK1720  ______________________________________________________________________
 MK1720* NAD 83(1986) POSITION- 41 41 16.     (N) 097 40 39.     (W)   SCALED
 MK1720* NAVD 88 ORTHO HEIGHT -   516.243 (meters)     1693.71  (feet) ADJUSTED
 MK1720  ______________________________________________________________________
 MK1720  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 MK1720  DYNAMIC HEIGHT  -        516.023 (meters)     1692.99  (feet) COMP
 MK1720  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 MK1720
 MK1720  VERT ORDER      -  SECOND    CLASS 0
 MK1720
 MK1720.The horizontal coordinates were scaled from a map and have
 MK1720.an estimated accuracy of +/- 6 seconds.
 MK1720
 MK1720.The orthometric height was determined by differential leveling and
 MK1720.adjusted by the NATIONAL GEODETIC SURVEY
 MK1720.in June 1991.
 MK1720
 MK1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1720.GEOID18 height accuracy estimate available here.
 MK1720
 MK1720.Click photographs - Photos may exist for this station.
 MK1720
 MK1720.The dynamic height is computed by dividing the NAVD 88
 MK1720.geopotential number by the normal gravity value computed on the
 MK1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1720.degrees latitude (g = 980.6199 gals.).
 MK1720
 MK1720.The modeled gravity was interpolated from observed gravity values.
 MK1720
 MK1720;                    North         East    Units  Estimated Accuracy
 MK1720;SPC NE       -   208,490.      693,270.      MT  (+/- 180 meters Scaled)
 MK1720
 MK1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM100159(NAD 83)
 MK1720
 MK1720                          SUPERSEDED SURVEY CONTROL
 MK1720
 MK1720  NGVD 29 (??/??/92)  516.046  (m)         1693.06   (f) ADJ UNCH    2 0
 MK1720
 MK1720.Superseded values are not recommended for survey control.
 MK1720
 MK1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1720.See file dsdata.pdf to determine how the superseded data were derived.
 MK1720
 MK1720_MARKER: DB = BENCH MARK DISK
 MK1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1720_STAMPING: M 345 1957
 MK1720_MARK LOGO: CGS
 MK1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1720+STABILITY: SURFACE MOTION
 MK1720
 MK1720  HISTORY     - Date     Condition        Report By
 MK1720  HISTORY     - 1957     MONUMENTED       CGS
 MK1720  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1720
 MK1720                          STATION DESCRIPTION
 MK1720
 MK1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1720'1.1 MI SE FROM LINDSAY.
 MK1720'ABOUT 1.1 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 MK1720'RAILWAY FROM THE STATION AT LINDSAY, IN SECTION 20, T. 20 N.,
 MK1720'R. 3 W., 40 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 62 FEET
 MK1720'SOUTHWEST OF THE CENTER OF THE CROSSING, 57 FEET WEST OF THE
 MK1720'CENTER LINE OF A NORTH-SOUTH ROAD, 13 FEET WEST OF A TELEPHONE
 MK1720'POLE, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A
 MK1720'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK AND
 MK1720'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 MK1720
 MK1720                          STATION RECOVERY (1989)
 MK1720
 MK1720'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1720'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0131 ***********************************************************************
 NO0131  DESIGNATION -  M 346
 NO0131  PID         -  NO0131
 NO0131  STATE/COUNTY-  NE/CHERRY
 NO0131  COUNTRY     -  US
 NO0131  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0131
 NO0131                         *CURRENT SURVEY CONTROL
 NO0131  ______________________________________________________________________
 NO0131* NAD 83(1986) POSITION- 42 52 39.97   (N) 100 37 38.90   (W)   HD_HELD1
 NO0131* NAVD 88 ORTHO HEIGHT -   803.449 (meters)     2635.98  (feet) ADJUSTED
 NO0131  ______________________________________________________________________
 NO0131  GEOID HEIGHT    -        -21.697 (meters)                     GEOID18
 NO0131  DYNAMIC HEIGHT  -        803.129 (meters)     2634.93  (feet) COMP
 NO0131  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 NO0131
 NO0131  VERT ORDER      -  FIRST     CLASS II
 NO0131
 NO0131.The horizontal coordinates were determined by differentially corrected
 NO0131.hand held GPS observations or other comparable positioning techniques
 NO0131.and have an estimated accuracy of +/- 3 meters.
 NO0131
 NO0131.The orthometric height was determined by differential leveling and
 NO0131.adjusted by the NATIONAL GEODETIC SURVEY
 NO0131.in June 1991.
 NO0131
 NO0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0131.GEOID18 height accuracy estimate available here.
 NO0131
 NO0131.Click photographs - Photos may exist for this station.
 NO0131
 NO0131.The dynamic height is computed by dividing the NAVD 88
 NO0131.geopotential number by the normal gravity value computed on the
 NO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0131.degrees latitude (g = 980.6199 gals.).
 NO0131
 NO0131.The modeled gravity was interpolated from observed gravity values.
 NO0131
 NO0131;                    North         East    Units  Estimated Accuracy
 NO0131;SPC NE       -   338,228.8     448,737.2     MT  (+/- 3 meters HH1 GPS) 
 NO0131
 NO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6708348526(NAD 83)
 NO0131
 NO0131                          SUPERSEDED SURVEY CONTROL
 NO0131
 NO0131  NGVD 29 (??/??/92)  803.157  (m)         2635.02   (f) ADJ UNCH    1 2
 NO0131
 NO0131.Superseded values are not recommended for survey control.
 NO0131
 NO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0131.See file dsdata.pdf to determine how the superseded data were derived.
 NO0131
 NO0131_MARKER: DB = BENCH MARK DISK
 NO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0131_STAMPING: M 346 1957
 NO0131_MARK LOGO: CGS
 NO0131_PROJECTION: PROJECTING 10 CENTIMETERS
 NO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0131+STABILITY: SURFACE MOTION
 NO0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0131+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2020
 NO0131
 NO0131  HISTORY     - Date     Condition        Report By
 NO0131  HISTORY     - 1957     MONUMENTED       CGS
 NO0131  HISTORY     - 20200311 GOOD             NEGS
 NO0131
 NO0131                          STATION DESCRIPTION
 NO0131
 NO0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0131'4.1 MI W FROM VALENTINE.
 NO0131'ABOUT 4.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0131'FROM THE STATION AT VALENTINE, IN SECTION 33, T. 34 N., R. 28 W.,
 NO0131'5 FEET EAST OF THE FOURTEENTH POLE EAST OF MILE POST 274, 42
 NO0131'FEET SOUTH OF THE SOUTH RAIL, 88 FEET NORTH OF THE CENTER LINE OF
 NO0131'U.S. HIGHWAY 20, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NO0131'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0131'PROJECTS 4 INCHES.
 NO0131
 NO0131                          STATION RECOVERY (2020)
 NO0131
 NO0131'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NO0131'TO REACH FROM THE INTERSECTION OF HIGHWAY 20 AND HIGHWAY 97 IN
 NO0131'VALENTINE, GO WEST ON HIGHWAY 20 APPROXIMATELY 3.84 MI (6.18 KM) TO
 NO0131'THE MARK ON THE RIGHT (NORTHEAST) SIDE OF THE HIGHWAY.  IT IS 88 FT
 NO0131'(26.8 M) NORTHEAST OF THE CENTERLINE HIGHWAY 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0225 ***********************************************************************
 NP0225  DESIGNATION -  M 348
 NP0225  PID         -  NP0225
 NP0225  STATE/COUNTY-  NE/DAWES
 NP0225  COUNTRY     -  US
 NP0225  USGS QUAD   -  CHADRON EAST (2017)
 NP0225
 NP0225                         *CURRENT SURVEY CONTROL
 NP0225  ______________________________________________________________________
 NP0225* NAD 83(1986) POSITION- 42 49 29.     (N) 102 55 42.     (W)   SCALED
 NP0225* NAVD 88 ORTHO HEIGHT -  1039.672 (meters)     3410.99  (feet) ADJUSTED
 NP0225  ______________________________________________________________________
 NP0225  GEOID HEIGHT    -        -17.992 (meters)                     GEOID18
 NP0225  DYNAMIC HEIGHT  -       1039.164 (meters)     3409.32  (feet) COMP
 NP0225  MODELED GRAVITY -    980,096.3   (mgal)                       NAVD 88
 NP0225
 NP0225  VERT ORDER      -  FIRST     CLASS II
 NP0225
 NP0225.The horizontal coordinates were scaled from a map and have
 NP0225.an estimated accuracy of +/- 6 seconds.
 NP0225
 NP0225.The orthometric height was determined by differential leveling and
 NP0225.adjusted by the NATIONAL GEODETIC SURVEY
 NP0225.in June 1991.
 NP0225
 NP0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0225.GEOID18 height accuracy estimate available here.
 NP0225
 NP0225.Click photographs - Photos may exist for this station.
 NP0225
 NP0225.The dynamic height is computed by dividing the NAVD 88
 NP0225.geopotential number by the normal gravity value computed on the
 NP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0225.degrees latitude (g = 980.6199 gals.).
 NP0225
 NP0225.The modeled gravity was interpolated from observed gravity values.
 NP0225
 NP0225;                    North         East    Units  Estimated Accuracy
 NP0225;SPC NE       -   336,210.      260,610.      MT  (+/- 180 meters Scaled)
 NP0225
 NP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH693434(NAD 83)
 NP0225
 NP0225                          SUPERSEDED SURVEY CONTROL
 NP0225
 NP0225  NGVD 29 (??/??/92) 1039.140  (m)         3409.25   (f) ADJ UNCH    1 2
 NP0225
 NP0225.Superseded values are not recommended for survey control.
 NP0225
 NP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0225.See file dsdata.pdf to determine how the superseded data were derived.
 NP0225
 NP0225_MARKER: DB = BENCH MARK DISK
 NP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0225_STAMPING: M 348 1957
 NP0225_MARK LOGO: CGS
 NP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0225+STABILITY: SURFACE MOTION
 NP0225
 NP0225  HISTORY     - Date     Condition        Report By
 NP0225  HISTORY     - 1957     MONUMENTED       CGS
 NP0225  HISTORY     - 1974     GOOD             CNWRR
 NP0225
 NP0225                          STATION DESCRIPTION
 NP0225
 NP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0225'3.6 MI E FROM CHADRON.
 NP0225'ABOUT 3.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0225'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 24, T. 33 N.,
 NP0225'R. 48 W., 6 1/2 FEET WEST OF THE TWELFTH POLE EAST OF MILEPOST
 NP0225'403, 0.1 MILE EAST OF A ROAD CROSSING, 36 FEET SOUTH OF THE SOUTH
 NP0225'RAIL, 109 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 10
 NP0225'FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 NP0225'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE TOP
 NP0225'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.  NOTE-- THERE WAS
 NP0225'NO FENCE LINE FOUND.  THE CONCRETE POST WAS CRACKED IN A FEW PLACES.
 NP0225
 NP0225                          STATION RECOVERY (1974)
 NP0225
 NP0225'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1974
 NP0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0256 ***********************************************************************
 NP0256  DESIGNATION -  M 349
 NP0256  PID         -  NP0256
 NP0256  STATE/COUNTY-  NE/DAWES
 NP0256  COUNTRY     -  US
 NP0256  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0256
 NP0256                         *CURRENT SURVEY CONTROL
 NP0256  ______________________________________________________________________
 NP0256* NAD 83(1986) POSITION- 42 48 28.     (N) 103 13 17.     (W)   SCALED
 NP0256* NAVD 88 ORTHO HEIGHT -  1022.668 (meters)     3355.20  (feet) ADJUSTED
 NP0256  ______________________________________________________________________
 NP0256  GEOID HEIGHT    -        -17.810 (meters)                     GEOID18
 NP0256  DYNAMIC HEIGHT  -       1022.152 (meters)     3353.51  (feet) COMP
 NP0256  MODELED GRAVITY -    980,081.1   (mgal)                       NAVD 88
 NP0256
 NP0256  VERT ORDER      -  FIRST     CLASS II
 NP0256
 NP0256.The horizontal coordinates were scaled from a map and have
 NP0256.an estimated accuracy of +/- 6 seconds.
 NP0256
 NP0256.The orthometric height was determined by differential leveling and
 NP0256.adjusted by the NATIONAL GEODETIC SURVEY
 NP0256.in June 1991.
 NP0256
 NP0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0256.GEOID18 height accuracy estimate available here.
 NP0256
 NP0256.Click photographs - Photos may exist for this station.
 NP0256
 NP0256.The dynamic height is computed by dividing the NAVD 88
 NP0256.geopotential number by the normal gravity value computed on the
 NP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0256.degrees latitude (g = 980.6199 gals.).
 NP0256
 NP0256.The modeled gravity was interpolated from observed gravity values.
 NP0256
 NP0256;                    North         East    Units  Estimated Accuracy
 NP0256;SPC NE       -   335,180.      236,590.      MT  (+/- 180 meters Scaled)
 NP0256
 NP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH454410(NAD 83)
 NP0256
 NP0256                          SUPERSEDED SURVEY CONTROL
 NP0256
 NP0256  NGVD 29 (??/??/92) 1022.107  (m)         3353.36   (f) ADJ UNCH    1 2
 NP0256
 NP0256.Superseded values are not recommended for survey control.
 NP0256
 NP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0256.See file dsdata.pdf to determine how the superseded data were derived.
 NP0256
 NP0256_MARKER: DB = BENCH MARK DISK
 NP0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0256_SP_SET: PIER
 NP0256_STAMPING: M 349 1957
 NP0256_MARK LOGO: CGS
 NP0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0256
 NP0256  HISTORY     - Date     Condition        Report By
 NP0256  HISTORY     - 1957     MONUMENTED       CGS
 NP0256
 NP0256                          STATION DESCRIPTION
 NP0256
 NP0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0256'2.5 MI NE FROM WHITNEY.
 NP0256'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0256'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 28, T. 33 N.,
 NP0256'R. 50 W., 10 1/2 POLS SOUTHWEST OF MILEPOST 419, 9 1/2 FEET
 NP0256'SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET BELOW THE LEVEL OF THE
 NP0256'TRACK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST PIER
 NP0256'OF THE BRIDGE OVER COTTONWOOD CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0326 ***********************************************************************
 NP0326  DESIGNATION -  M 35
 NP0326  PID         -  NP0326
 NP0326  STATE/COUNTY-  NE/DAWES
 NP0326  COUNTRY     -  US
 NP0326  USGS QUAD   -  WAYSIDE (2017)
 NP0326
 NP0326                         *CURRENT SURVEY CONTROL
 NP0326  ______________________________________________________________________
 NP0326* NAD 83(1986) POSITION- 42 54 57.     (N) 103 10 31.     (W)   SCALED
 NP0326* NAVD 88 ORTHO HEIGHT -  1031.975 (meters)     3385.74  (feet) ADJUSTED
 NP0326  ______________________________________________________________________
 NP0326  GEOID HEIGHT    -        -17.607 (meters)                     GEOID18
 NP0326  DYNAMIC HEIGHT  -       1031.483 (meters)     3384.12  (feet) COMP
 NP0326  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 NP0326
 NP0326  VERT ORDER      -  SECOND    CLASS 0
 NP0326
 NP0326.The horizontal coordinates were scaled from a map and have
 NP0326.an estimated accuracy of +/- 6 seconds.
 NP0326
 NP0326.The orthometric height was determined by differential leveling and
 NP0326.adjusted by the NATIONAL GEODETIC SURVEY
 NP0326.in June 1991.
 NP0326
 NP0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0326.GEOID18 height accuracy estimate available here.
 NP0326
 NP0326.Click photographs - Photos may exist for this station.
 NP0326
 NP0326.The dynamic height is computed by dividing the NAVD 88
 NP0326.geopotential number by the normal gravity value computed on the
 NP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0326.degrees latitude (g = 980.6199 gals.).
 NP0326
 NP0326.The modeled gravity was interpolated from observed gravity values.
 NP0326
 NP0326;                    North         East    Units  Estimated Accuracy
 NP0326;SPC NE       -   347,030.      240,800.      MT  (+/- 180 meters Scaled)
 NP0326
 NP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH489530(NAD 83)
 NP0326
 NP0326                          SUPERSEDED SURVEY CONTROL
 NP0326
 NP0326  NGVD 29 (??/??/92) 1031.419  (m)         3383.91   (f) ADJ UNCH    2 0
 NP0326
 NP0326.Superseded values are not recommended for survey control.
 NP0326
 NP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0326.See file dsdata.pdf to determine how the superseded data were derived.
 NP0326
 NP0326_MARKER: DB = BENCH MARK DISK
 NP0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0326_STAMPING: M 35 1934
 NP0326_MARK LOGO: CGS
 NP0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0326+STABILITY: SURFACE MOTION
 NP0326
 NP0326  HISTORY     - Date     Condition        Report By
 NP0326  HISTORY     - 1934     MONUMENTED       CGS
 NP0326  HISTORY     - 1957     GOOD             CGS
 NP0326
 NP0326                          STATION DESCRIPTION
 NP0326
 NP0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0326'6.1 MI SE FROM WAYSIDE.
 NP0326'ABOUT 6.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0326'RAILWAY FROM THE STATION AT WAYSIDE, IN SECTION 23, T.34 N.,
 NP0326'R.50 W., 100 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 NP0326'FOURTH POLE SOUTHEAST OF MILEPOST 6, 44 1/2 FEET NORTHEAST OF
 NP0326'THE NORTHEAST RAIL, 173 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 NP0326'ROAD CROSSING, 3 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET
 NP0326'SOUTHEAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NP0326'CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0331 ***********************************************************************
 NO0331  DESIGNATION -  M 350
 NO0331  PID         -  NO0331
 NO0331  STATE/COUNTY-  NE/CHERRY
 NO0331  COUNTRY     -  US
 NO0331  USGS QUAD   -  IRWIN (2017)
 NO0331
 NO0331                         *CURRENT SURVEY CONTROL
 NO0331  ______________________________________________________________________
 NO0331* NAD 83(1986) POSITION- 42 53 10.     (N) 101 56 07.     (W)   SCALED
 NO0331* NAVD 88 ORTHO HEIGHT -  1041.376 (meters)     3416.58  (feet) ADJUSTED
 NO0331  ______________________________________________________________________
 NO0331  GEOID HEIGHT    -        -18.953 (meters)                     GEOID18
 NO0331  DYNAMIC HEIGHT  -       1040.900 (meters)     3415.02  (feet) COMP
 NO0331  MODELED GRAVITY -    980,127.2   (mgal)                       NAVD 88
 NO0331
 NO0331  VERT ORDER      -  FIRST     CLASS II
 NO0331
 NO0331.The horizontal coordinates were scaled from a map and have
 NO0331.an estimated accuracy of +/- 6 seconds.
 NO0331
 NO0331.The orthometric height was determined by differential leveling and
 NO0331.adjusted by the NATIONAL GEODETIC SURVEY
 NO0331.in June 1991.
 NO0331
 NO0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0331.GEOID18 height accuracy estimate available here.
 NO0331
 NO0331.Click photographs - Photos may exist for this station.
 NO0331
 NO0331.The dynamic height is computed by dividing the NAVD 88
 NO0331.geopotential number by the normal gravity value computed on the
 NO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0331.degrees latitude (g = 980.6199 gals.).
 NO0331
 NO0331.The modeled gravity was interpolated from observed gravity values.
 NO0331
 NO0331;                    North         East    Units  Estimated Accuracy
 NO0331;SPC NE       -   340,740.      341,930.      MT  (+/- 180 meters Scaled)
 NO0331
 NO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN603523(NAD 83)
 NO0331
 NO0331                          SUPERSEDED SURVEY CONTROL
 NO0331
 NO0331  NGVD 29 (??/??/92) 1040.923  (m)         3415.09   (f) ADJ UNCH    1 2
 NO0331
 NO0331.Superseded values are not recommended for survey control.
 NO0331
 NO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0331.See file dsdata.pdf to determine how the superseded data were derived.
 NO0331
 NO0331_MARKER: DB = BENCH MARK DISK
 NO0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0331_STAMPING: M 350 1957
 NO0331_MARK LOGO: CGS
 NO0331_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0331
 NO0331  HISTORY     - Date     Condition        Report By
 NO0331  HISTORY     - 1957     MONUMENTED       CGS
 NO0331
 NO0331                          STATION DESCRIPTION
 NO0331
 NO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0331'12.7 MI W FROM MERRIMAN.
 NO0331'ABOUT 12.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0331'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0331'32., 66 FEET NORTHEAST OF THE 7TH TELEPHONE POLE NORTHEAST OF
 NO0331'MILEPOST 345, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN LINE
 NO0331'WITH A ROW OF TELEPHONE POLES, 7 FEET NORTHWEST OF THE SOUTHEAST
 NO0331'RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 NO0331'POST, ABOUT LEVEL WITH THE RAILS, A DISK BRAZED ON THE TOP OF
 NO0331'A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0023 ***********************************************************************
 NP0023  DESIGNATION -  M 351
 NP0023  PID         -  NP0023
 NP0023  STATE/COUNTY-  NE/SHERIDAN
 NP0023  COUNTRY     -  US
 NP0023  USGS QUAD   -  CLINTON (2017)
 NP0023
 NP0023                         *CURRENT SURVEY CONTROL
 NP0023  ______________________________________________________________________
 NP0023* NAD 83(1986) POSITION- 42 47 51.     (N) 102 15 46.     (W)   SCALED
 NP0023* NAVD 88 ORTHO HEIGHT -  1106.969 (meters)     3631.78  (feet) ADJUSTED
 NP0023  ______________________________________________________________________
 NP0023  GEOID HEIGHT    -        -18.332 (meters)                     GEOID18
 NP0023  DYNAMIC HEIGHT  -       1106.444 (meters)     3630.06  (feet) COMP
 NP0023  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 NP0023
 NP0023  VERT ORDER      -  FIRST     CLASS II
 NP0023
 NP0023.The horizontal coordinates were scaled from a map and have
 NP0023.an estimated accuracy of +/- 6 seconds.
 NP0023
 NP0023.The orthometric height was determined by differential leveling and
 NP0023.adjusted by the NATIONAL GEODETIC SURVEY
 NP0023.in June 1991.
 NP0023
 NP0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0023.GEOID18 height accuracy estimate available here.
 NP0023
 NP0023.Click photographs - Photos may exist for this station.
 NP0023
 NP0023.The dynamic height is computed by dividing the NAVD 88
 NP0023.geopotential number by the normal gravity value computed on the
 NP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0023.degrees latitude (g = 980.6199 gals.).
 NP0023
 NP0023.The modeled gravity was interpolated from observed gravity values.
 NP0023
 NP0023;                    North         East    Units  Estimated Accuracy
 NP0023;SPC NE       -   331,550.      314,920.      MT  (+/- 180 meters Scaled)
 NP0023
 NP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH238419(NAD 83)
 NP0023
 NP0023                          SUPERSEDED SURVEY CONTROL
 NP0023
 NP0023  NGVD 29 (??/??/92) 1106.477  (m)         3630.17   (f) ADJ UNCH    1 2
 NP0023
 NP0023.Superseded values are not recommended for survey control.
 NP0023
 NP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0023.See file dsdata.pdf to determine how the superseded data were derived.
 NP0023
 NP0023_MARKER: DB = BENCH MARK DISK
 NP0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0023_STAMPING: M 351 1957
 NP0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0023+STABILITY: SURFACE MOTION
 NP0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0023+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2007
 NP0023
 NP0023  HISTORY     - Date     Condition        Report By
 NP0023  HISTORY     - 1957     MONUMENTED       CGS
 NP0023  HISTORY     - 20070623 GOOD             INDIV
 NP0023
 NP0023                          STATION DESCRIPTION
 NP0023
 NP0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0023'3.1 MI SW FROM GORDON.
 NP0023'ABOUT 3.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0023'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 42 W., AND THE
 NP0023'NORTHEAST CORNER OF SECTION 33., 109 FEET NORTH OF THE 2ND POLE
 NP0023'NORTHEAST OF MILE POST 363, 73 FEET WEST-SOUTHWEST OF THE CENTER
 NP0023'OF A ROAD CROSSING, 93 FEET SOUTHWEST OF THE CENTER LINE OF A
 NP0023'DIRT ROAD, 43 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2
 NP0023'FEET SOUTHEAST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 NP0023'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAILS, AND IN
 NP0023'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 NP0023
 NP0023                          STATION RECOVERY (2007)
 NP0023
 NP0023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 NP0023'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0018 ***********************************************************************
 NP0018  DESIGNATION -  M 352
 NP0018  PID         -  NP0018
 NP0018  STATE/COUNTY-  NE/SHERIDAN
 NP0018  COUNTRY     -  US
 NP0018  USGS QUAD   -  GORDON (2017)
 NP0018
 NP0018                         *CURRENT SURVEY CONTROL
 NP0018  ______________________________________________________________________
 NP0018* NAD 83(1986) POSITION- 42 48 25.4    (N) 102 12 15.8    (W)   HD_HELD2
 NP0018* NAVD 88 ORTHO HEIGHT -  1084.958 (meters)     3559.57  (feet) ADJUSTED
 NP0018  ______________________________________________________________________
 NP0018  GEOID HEIGHT    -        -18.420 (meters)                     GEOID18
 NP0018  DYNAMIC HEIGHT  -       1084.445 (meters)     3557.88  (feet) COMP
 NP0018  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 NP0018
 NP0018  VERT ORDER      -  FIRST     CLASS II
 NP0018
 NP0018.The horizontal coordinates were established by autonomous hand held GPS
 NP0018.observations and have an estimated accuracy of +/- 10 meters.
 NP0018
 NP0018.The orthometric height was determined by differential leveling and
 NP0018.adjusted by the NATIONAL GEODETIC SURVEY
 NP0018.in June 1991.
 NP0018
 NP0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0018.GEOID18 height accuracy estimate available here.
 NP0018
 NP0018.Click photographs - Photos may exist for this station.
 NP0018
 NP0018.The dynamic height is computed by dividing the NAVD 88
 NP0018.geopotential number by the normal gravity value computed on the
 NP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0018.degrees latitude (g = 980.6199 gals.).
 NP0018
 NP0018.The modeled gravity was interpolated from observed gravity values.
 NP0018
 NP0018;                    North         East    Units  Estimated Accuracy
 NP0018;SPC NE       -   332,486.      319,725.      MT  (+/- 10 meters HH2 GPS)
 NP0018
 NP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2858443180(NAD 83)
 NP0018
 NP0018                          SUPERSEDED SURVEY CONTROL
 NP0018
 NP0018  NGVD 29 (??/??/92) 1084.470  (m)         3557.97   (f) ADJ UNCH    1 2
 NP0018
 NP0018.Superseded values are not recommended for survey control.
 NP0018
 NP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0018.See file dsdata.pdf to determine how the superseded data were derived.
 NP0018
 NP0018_MARKER: DB = BENCH MARK DISK
 NP0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0018_SP_SET: BUILDING
 NP0018_STAMPING: M 352 1957
 NP0018_MARK LOGO: CGS
 NP0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0018
 NP0018  HISTORY     - Date     Condition        Report By
 NP0018  HISTORY     - 1957     MONUMENTED       CGS
 NP0018
 NP0018                          STATION DESCRIPTION
 NP0018
 NP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0018'AT GORDON.
 NP0018'AT GORDON, AT THE COMMUNITY BUILDING, 58 FEET EAST OF THE CENTER
 NP0018'LINE OF OAK STREET, 38 FEET NORTH OF THE CENTER LINE OF THE
 NP0018'WEST ENTRANCE TO THE BUILDING, 0.8 FOOT SOUTH OF THE NORTHWEST
 NP0018'CORNER OF THE COMMUNITY BUILDING, 3 FEET ABOVE THE LEVEL OF THE
 NP0018'GROUND, SET VERTICALLY ON THE WEST FACE OF THE NORTHWEST CORNER
 NP0018'OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0207 ***********************************************************************
 NP0207  DESIGNATION -  M 353
 NP0207  PID         -  NP0207
 NP0207  STATE/COUNTY-  NE/SHERIDAN
 NP0207  COUNTRY     -  US
 NP0207  USGS QUAD   -  HAY SPRINGS (2017)
 NP0207
 NP0207                         *CURRENT SURVEY CONTROL
 NP0207  ______________________________________________________________________
 NP0207* NAD 83(1986) POSITION- 42 40 55.     (N) 102 41 52.     (W)   SCALED
 NP0207* NAVD 88 ORTHO HEIGHT -  1165.361 (meters)     3823.36  (feet) ADJUSTED
 NP0207  ______________________________________________________________________
 NP0207  GEOID HEIGHT    -        -18.017 (meters)                     GEOID18
 NP0207  DYNAMIC HEIGHT  -       1164.766 (meters)     3821.40  (feet) COMP
 NP0207  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 NP0207
 NP0207  VERT ORDER      -  FIRST     CLASS II
 NP0207
 NP0207.The horizontal coordinates were scaled from a map and have
 NP0207.an estimated accuracy of +/- 6 seconds.
 NP0207
 NP0207.The orthometric height was determined by differential leveling and
 NP0207.adjusted by the NATIONAL GEODETIC SURVEY
 NP0207.in June 1991.
 NP0207
 NP0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0207.GEOID18 height accuracy estimate available here.
 NP0207
 NP0207.Click photographs - Photos may exist for this station.
 NP0207
 NP0207.The dynamic height is computed by dividing the NAVD 88
 NP0207.geopotential number by the normal gravity value computed on the
 NP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0207.degrees latitude (g = 980.6199 gals.).
 NP0207
 NP0207.The modeled gravity was interpolated from observed gravity values.
 NP0207
 NP0207;                    North         East    Units  Estimated Accuracy
 NP0207;SPC NE       -   319,740.      278,950.      MT  (+/- 180 meters Scaled)
 NP0207
 NP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH886280(NAD 83)
 NP0207
 NP0207                          SUPERSEDED SURVEY CONTROL
 NP0207
 NP0207  NGVD 29 (??/??/92) 1164.823  (m)         3821.59   (f) ADJ UNCH    1 2
 NP0207
 NP0207.Superseded values are not recommended for survey control.
 NP0207
 NP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0207.See file dsdata.pdf to determine how the superseded data were derived.
 NP0207
 NP0207_MARKER: DB = BENCH MARK DISK
 NP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0207_STAMPING: M 353 1957
 NP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0207+STABILITY: SURFACE MOTION
 NP0207
 NP0207  HISTORY     - Date     Condition        Report By
 NP0207  HISTORY     - 1957     MONUMENTED       CGS
 NP0207
 NP0207                          STATION DESCRIPTION
 NP0207
 NP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0207'0.3 MI NW FROM HAY SPRINGS.
 NP0207'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0207'RAILWAY FROM THE STATION AT HAY SPRINGS, AT THE HAY SPRINGS
 NP0207'AIRPORT, IN T. 31 N., R. 46 W., SECTION 10, 71 FEET SOUTHEAST OF
 NP0207'A NORTH-SOUTH FENCE LINE, 42 FEET NORTHWEST OF THE CENTER LINE
 NP0207'OF A DRIVE WAY, 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 NP0207'CONCRETE FOUNDATION AROUND A GAS PUMP, 1 FOOT SOUTH OF THE SOUTHEAST
 NP0207'CORNER OF THE MIDDLE HANGAR, SET IN THE TOP OF A CONCRETE POST
 NP0207'WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0544 ***********************************************************************
 NN0544  DESIGNATION -  M 36
 NN0544  PID         -  NN0544
 NN0544  STATE/COUNTY-  NE/ROCK
 NN0544  COUNTRY     -  US
 NN0544  USGS QUAD   -  BASSETT (2017)
 NN0544
 NN0544                         *CURRENT SURVEY CONTROL
 NN0544  ______________________________________________________________________
 NN0544* NAD 83(1986) POSITION- 42 35 39.     (N) 099 32 17.     (W)   SCALED
 NN0544* NAVD 88 ORTHO HEIGHT -   704.843 (meters)     2312.47  (feet) ADJUSTED
 NN0544  ______________________________________________________________________
 NN0544  GEOID HEIGHT    -        -23.291 (meters)                     GEOID18
 NN0544  DYNAMIC HEIGHT  -        704.557 (meters)     2311.53  (feet) COMP
 NN0544  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 NN0544
 NN0544  VERT ORDER      -  SECOND    CLASS 0
 NN0544
 NN0544.The horizontal coordinates were scaled from a map and have
 NN0544.an estimated accuracy of +/- 6 seconds.
 NN0544
 NN0544.The orthometric height was determined by differential leveling and
 NN0544.adjusted by the NATIONAL GEODETIC SURVEY
 NN0544.in June 1991.
 NN0544
 NN0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0544.GEOID18 height accuracy estimate available here.
 NN0544
 NN0544.Click photographs - Photos may exist for this station.
 NN0544
 NN0544.The dynamic height is computed by dividing the NAVD 88
 NN0544.geopotential number by the normal gravity value computed on the
 NN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0544.degrees latitude (g = 980.6199 gals.).
 NN0544
 NN0544.The modeled gravity was interpolated from observed gravity values.
 NN0544
 NN0544;                    North         East    Units  Estimated Accuracy
 NN0544;SPC NE       -   306,640.      537,910.      MT  (+/- 180 meters Scaled)
 NN0544
 NN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558158(NAD 83)
 NN0544
 NN0544                          SUPERSEDED SURVEY CONTROL
 NN0544
 NN0544  NGVD 29 (??/??/92)  704.596  (m)         2311.66   (f) ADJ UNCH    2 0
 NN0544
 NN0544.Superseded values are not recommended for survey control.
 NN0544
 NN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0544.See file dsdata.pdf to determine how the superseded data were derived.
 NN0544
 NN0544_MARKER: DB = BENCH MARK DISK
 NN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0544_STAMPING: M 36 1934
 NN0544_MARK LOGO: CGS
 NN0544_PROJECTION: PROJECTING 8 CENTIMETERS
 NN0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0544+STABILITY: SURFACE MOTION
 NN0544
 NN0544  HISTORY     - Date     Condition        Report By
 NN0544  HISTORY     - 1934     MONUMENTED       CGS
 NN0544
 NN0544                          STATION DESCRIPTION
 NN0544
 NN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0544'0.5 MI N FROM BASSETT.
 NN0544'M-36 IS LOCATED AT THE JUNCTION OF U.S. HYS. 83 AND 20, 60 YDS.
 NN0544'SOUTH OF A PROJECTION WEST OF THE CENTERLINE OF U.S. HY. 20,
 NN0544'48 FT. WEST OF CENTERLINE OF THE HIGHWAY 83, 1.5 FT. EAST OF
 NN0544'R/W FENCE PARALLEL TO HYS. 20 AND 83.  STANDARD TABLET SET IN
 NN0544'TOP OF A CONCRETE POST 3 IN HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0545 ***********************************************************************
 NN0545  DESIGNATION -  M 36 RESET
 NN0545  PID         -  NN0545
 NN0545  STATE/COUNTY-  NE/ROCK
 NN0545  COUNTRY     -  US
 NN0545  USGS QUAD   -  BASSETT (2017)
 NN0545
 NN0545                         *CURRENT SURVEY CONTROL
 NN0545  ______________________________________________________________________
 NN0545* NAD 83(1986) POSITION- 42 35 39.     (N) 099 32 17.     (W)   SCALED
 NN0545* NAVD 88 ORTHO HEIGHT -   704.95  (meters)     2312.8   (feet) RESET
 NN0545  ______________________________________________________________________
 NN0545  GEOID HEIGHT    -        -23.291 (meters)                     GEOID18
 NN0545  VERT ORDER      -  THIRD
 NN0545
 NN0545.The horizontal coordinates were scaled from a map and have
 NN0545.an estimated accuracy of +/- 6 seconds.
 NN0545
 NN0545.The orthometric height was computed from unverified reset data.
 NN0545
 NN0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0545.GEOID18 height accuracy estimate available here.
 NN0545
 NN0545.Click photographs - Photos may exist for this station.
 NN0545
 NN0545;                    North         East    Units  Estimated Accuracy
 NN0545;SPC NE       -   306,640.      537,910.      MT  (+/- 180 meters Scaled)
 NN0545
 NN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558158(NAD 83)
 NN0545
 NN0545                          SUPERSEDED SURVEY CONTROL
 NN0545
 NN0545  NGVD 29 (??/??/??)  704.71   (m)         2312.0    (f) RESET       3  
 NN0545
 NN0545.Superseded values are not recommended for survey control.
 NN0545
 NN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0545.See file dsdata.pdf to determine how the superseded data were derived.
 NN0545
 NN0545_MARKER: DB = BENCH MARK DISK
 NN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0545_STAMPING: M 36 RESET 1948
 NN0545_MARK LOGO: CGS
 NN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0545+STABILITY: SURFACE MOTION
 NN0545
 NN0545  HISTORY     - Date     Condition        Report By
 NN0545  HISTORY     - 1948     MONUMENTED       CGS
 NN0545  HISTORY     - 1954     GOOD             CGS
 NN0545
 NN0545                          STATION DESCRIPTION
 NN0545
 NN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NN0545'0.5 MI N FROM BASSETT.
 NN0545'0.5 MILES NORTH ALONG U.S. 183 FROM THE CHICAGO AND NORTH
 NN0545'WESTERN RAILWAY STATION AT BASSETT.  SET AT THE JUNCTION OF U.S.
 NN0545'HIGHWAY 20, 60 YARDS SOUTH OF THE EXTENDED CENTERLINE OF U.S.
 NN0545'HIGHWAY 20, 49 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 183
 NN0545'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 180 SOUTH
 NN0545'AND 50 FEET WEST OF THE JUNCTION OF HIGHWAYS AND 2 FEET EAST
 NN0545'OF THE RIGHT OF WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0395 ***********************************************************************
 LG0395  DESIGNATION -  M 363
 LG0395  PID         -  LG0395
 LG0395  STATE/COUNTY-  NE/LANCASTER
 LG0395  COUNTRY     -  US
 LG0395  USGS QUAD   -  EMERALD (2017)
 LG0395
 LG0395                         *CURRENT SURVEY CONTROL
 LG0395  ______________________________________________________________________
 LG0395* NAD 83(1986) POSITION- 40 49 42.     (N) 096 47 16.     (W)   SCALED
 LG0395* NAVD 88 ORTHO HEIGHT -   391.990 (meters)     1286.05  (feet) ADJUSTED
 LG0395  ______________________________________________________________________
 LG0395  GEOID HEIGHT    -        -26.285 (meters)                     GEOID18
 LG0395  DYNAMIC HEIGHT  -        391.808 (meters)     1285.46  (feet) COMP
 LG0395  MODELED GRAVITY -    980,148.9   (mgal)                       NAVD 88
 LG0395
 LG0395  VERT ORDER      -  SECOND    CLASS 0
 LG0395
 LG0395.The horizontal coordinates were scaled from a map and have
 LG0395.an estimated accuracy of +/- 6 seconds.
 LG0395
 LG0395.The orthometric height was determined by differential leveling and
 LG0395.adjusted by the NATIONAL GEODETIC SURVEY
 LG0395.in June 1991.
 LG0395
 LG0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0395.GEOID18 height accuracy estimate available here.
 LG0395
 LG0395.Click photographs - Photos may exist for this station.
 LG0395
 LG0395.The dynamic height is computed by dividing the NAVD 88
 LG0395.geopotential number by the normal gravity value computed on the
 LG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0395.degrees latitude (g = 980.6199 gals.).
 LG0395
 LG0395.The modeled gravity was interpolated from observed gravity values.
 LG0395
 LG0395;                    North         East    Units  Estimated Accuracy
 LG0395;SPC NE       -   115,500.      770,830.      MT  (+/- 180 meters Scaled)
 LG0395
 LG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865220(NAD 83)
 LG0395
 LG0395                          SUPERSEDED SURVEY CONTROL
 LG0395
 LG0395  NGVD 29 (??/??/92)  391.850  (m)         1285.59   (f) ADJ UNCH    2 0
 LG0395
 LG0395.Superseded values are not recommended for survey control.
 LG0395
 LG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0395.See file dsdata.pdf to determine how the superseded data were derived.
 LG0395
 LG0395_MARKER: DB = BENCH MARK DISK
 LG0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0395_STAMPING: M 363 1961
 LG0395_MARK LOGO: CGS
 LG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0395+STABILITY: SURFACE MOTION
 LG0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0395+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 LG0395
 LG0395  HISTORY     - Date     Condition        Report By
 LG0395  HISTORY     - 1961     MONUMENTED       CGS
 LG0395  HISTORY     - 19870310 MARK NOT FOUND   NGS
 LG0395
 LG0395                          STATION DESCRIPTION
 LG0395
 LG0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0395'5.2 MI NW FROM LINCOLN.
 LG0395'4.05 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION OF
 LG0395'9TH. STREET AND U.S. HIGHWAY 6 CITY ROUTE (0 ST.) IN LINCOLN,
 LG0395'THENCE 1.1 MILE NORTH ALONG AIR BASE ROAD (BAKER AVE.), 0.9
 LG0395'MILE SOUTH OF LINCOLN AIR FORCE BASE, 59.0 FEET WEST OF CENTER
 LG0395'LINE OF BAKER AVE., 1.6 FEET NORTHWEST OF METAL WITNESS POST WITH
 LG0395'SIGN, 1 FOOT EAST OF A RIGHT WAY FENCE, SET IN TOP OF A SQUARE
 LG0395'CONCRETE POST PROJECTING 4-INCHES ABOVE THE GROUND AND ABOUT
 LG0395'1 1/2 FEET HIGHER THAN ROAD.
 LG0395
 LG0395                          STATION RECOVERY (1987)
 LG0395
 LG0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0395'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0072 ***********************************************************************
 LG0072  DESIGNATION -  M 364
 LG0072  PID         -  LG0072
 LG0072  STATE/COUNTY-  NE/CASS
 LG0072  COUNTRY     -  US
 LG0072  USGS QUAD   -  WEEPING WATER (2017)
 LG0072
 LG0072                         *CURRENT SURVEY CONTROL
 LG0072  ______________________________________________________________________
 LG0072* NAD 83(1986) POSITION- 40 48 47.67   (N) 096 09 36.67   (W)   HD_HELD1
 LG0072* NAVD 88 ORTHO HEIGHT -   376.723 (meters)     1235.97  (feet) ADJUSTED
 LG0072  ______________________________________________________________________
 LG0072  GEOID HEIGHT    -        -26.843 (meters)                     GEOID18
 LG0072  DYNAMIC HEIGHT  -        376.559 (meters)     1235.43  (feet) COMP
 LG0072  MODELED GRAVITY -    980,178.3   (mgal)                       NAVD 88
 LG0072
 LG0072  VERT ORDER      -  SECOND    CLASS 0
 LG0072
 LG0072.The horizontal coordinates were determined by differentially corrected
 LG0072.hand held GPS observations or other comparable positioning techniques
 LG0072.and have an estimated accuracy of +/- 3 meters.
 LG0072
 LG0072.The orthometric height was determined by differential leveling and
 LG0072.adjusted by the NATIONAL GEODETIC SURVEY
 LG0072.in June 1991.
 LG0072
 LG0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0072.GEOID18 height accuracy estimate available here.
 LG0072
 LG0072.Click photographs - Photos may exist for this station.
 LG0072
 LG0072.The dynamic height is computed by dividing the NAVD 88
 LG0072.geopotential number by the normal gravity value computed on the
 LG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0072.degrees latitude (g = 980.6199 gals.).
 LG0072
 LG0072.The modeled gravity was interpolated from observed gravity values.
 LG0072
 LG0072;                    North         East    Units  Estimated Accuracy
 LG0072;SPC NE       -   115,988.0     823,780.0     MT  (+/- 3 meters HH1 GPS) 
 LG0072
 LG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3952021906(NAD 83)
 LG0072
 LG0072                          SUPERSEDED SURVEY CONTROL
 LG0072
 LG0072  NGVD 29 (??/??/92)  376.627  (m)         1235.65   (f) ADJ UNCH    2 0
 LG0072
 LG0072.Superseded values are not recommended for survey control.
 LG0072
 LG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0072.See file dsdata.pdf to determine how the superseded data were derived.
 LG0072
 LG0072_MARKER: DB = BENCH MARK DISK
 LG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0072_STAMPING: M 364 1961
 LG0072_MARK LOGO: CGS
 LG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0072+STABILITY: SURFACE MOTION
 LG0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0072+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2013
 LG0072
 LG0072  HISTORY     - Date     Condition        Report By
 LG0072  HISTORY     - 1961     MONUMENTED       CGS
 LG0072  HISTORY     - 20131020 GOOD             NEDR
 LG0072
 LG0072                          STATION DESCRIPTION
 LG0072
 LG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0072'3.1 MI NW FROM AVOCA.
 LG0072'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0072'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 1.8 MILES WEST
 LG0072'ALONG U.S. HIGHWAY 34, ABOUT 242 FEET NORTHWEST OF A CROSSING,
 LG0072'62.6 FEET NORTH OF CENTER LINE OF HIGHWAY, 44 FEET SOUTH OF FENCE,
 LG0072'3 FEET NORTHEAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 3 FEET
 LG0072'HIGHER THAN THE HIGHWAY, ON A CUTBANK, 1.4 FEET WEST OF A
 LG0072'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0072'POST PROJECTING 4 INCHES ABOVE GROUND.
 LG0072
 LG0072                          STATION RECOVERY (2013)
 LG0072
 LG0072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 LG0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0473 ***********************************************************************
 LG0473  DESIGNATION -  M 365
 LG0473  PID         -  LG0473
 LG0473  STATE/COUNTY-  NE/SALINE
 LG0473  COUNTRY     -  US
 LG0473  USGS QUAD   -  PLEASANT HILL (2017)
 LG0473
 LG0473                         *CURRENT SURVEY CONTROL
 LG0473  ______________________________________________________________________
 LG0473* NAD 83(1986) POSITION- 40 34 01.     (N) 097 07 22.     (W)   SCALED
 LG0473* NAVD 88 ORTHO HEIGHT -   443.399 (meters)     1454.72  (feet) ADJUSTED
 LG0473  ______________________________________________________________________
 LG0473  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 LG0473  DYNAMIC HEIGHT  -        443.154 (meters)     1453.91  (feet) COMP
 LG0473  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 LG0473
 LG0473  VERT ORDER      -  SECOND    CLASS 0
 LG0473
 LG0473.The horizontal coordinates were scaled from a map and have
 LG0473.an estimated accuracy of +/- 6 seconds.
 LG0473
 LG0473.The orthometric height was determined by differential leveling and
 LG0473.adjusted by the NATIONAL GEODETIC SURVEY
 LG0473.in June 1991.
 LG0473
 LG0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0473.GEOID18 height accuracy estimate available here.
 LG0473
 LG0473.Click photographs - Photos may exist for this station.
 LG0473
 LG0473.The dynamic height is computed by dividing the NAVD 88
 LG0473.geopotential number by the normal gravity value computed on the
 LG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0473.degrees latitude (g = 980.6199 gals.).
 LG0473
 LG0473.The modeled gravity was interpolated from observed gravity values.
 LG0473
 LG0473;                    North         East    Units  Estimated Accuracy
 LG0473;SPC NE       -    85,510.      743,560.      MT  (+/- 180 meters Scaled)
 LG0473
 LG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK589923(NAD 83)
 LG0473
 LG0473                          SUPERSEDED SURVEY CONTROL
 LG0473
 LG0473  NGVD 29 (??/??/92)  443.241  (m)         1454.20   (f) ADJ UNCH    2 0
 LG0473
 LG0473.Superseded values are not recommended for survey control.
 LG0473
 LG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0473.See file dsdata.pdf to determine how the superseded data were derived.
 LG0473
 LG0473_MARKER: DB = BENCH MARK DISK
 LG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0473_STAMPING: M 365 1961
 LG0473_MARK LOGO: CGS
 LG0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0473+STABILITY: SURFACE MOTION
 LG0473
 LG0473  HISTORY     - Date     Condition        Report By
 LG0473  HISTORY     - 1961     MONUMENTED       CGS
 LG0473  HISTORY     - 19950417 GOOD             NGS
 LG0473
 LG0473                          STATION DESCRIPTION
 LG0473
 LG0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0473'5.8 MI S FROM DORCHESTER.
 LG0473'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0473'FROM THE RAILROAD STATION AT DORCHESTER, TO STATE HIGHWAY 15,
 LG0473'THENCE 5.5 MILES SOUTH ALONG STATE HIGHWAY 15, 0.1 MILE
 LG0473'SOUTHWEST OF A NEW FARM HOUSE, 0.05 MILE NORTH OF POWER LINE
 LG0473'CROSSING THE HIGHWAY, 30.6 FEET WEST OF CENTER LINE OF
 LG0473'INTERSECTION OF ROAD CROSSING, 1.8 FEET NORTH OF A METAL WITNESS
 LG0473'POST WITH SIGN, 0.7 FEET EAST OF A FENCE, SET IN TOP OF A SQUARE
 LG0473'CONCRETE POST PROJECTING 8 INCHES AND ABOUT 3 FEET LOWER THAN
 LG0473'HIGHWAY.
 LG0473
 LG0473                          STATION RECOVERY (1995)
 LG0473
 LG0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0473'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0474 ***********************************************************************
 LG0474  DESIGNATION -  M 365 RESET
 LG0474  PID         -  LG0474
 LG0474  STATE/COUNTY-  NE/SALINE
 LG0474  COUNTRY     -  US
 LG0474  USGS QUAD   -  PLEASANT HILL (2017)
 LG0474
 LG0474                         *CURRENT SURVEY CONTROL
 LG0474  ______________________________________________________________________
 LG0474* NAD 83(1986) POSITION- 40 34 01.2    (N) 097 07 22.1    (W)   HD_HELD2
 LG0474* NAVD 88 ORTHO HEIGHT -   443.58  (meters)     1455.3   (feet) RESET
 LG0474  ______________________________________________________________________
 LG0474  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 LG0474  VERT ORDER      -  THIRD
 LG0474
 LG0474.The horizontal coordinates were established by autonomous hand held GPS
 LG0474.observations and have an estimated accuracy of +/- 10 meters.
 LG0474
 LG0474.The orthometric height was computed from unverified reset data.
 LG0474
 LG0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0474.GEOID18 height accuracy estimate available here.
 LG0474
 LG0474.Click photographs - Photos may exist for this station.
 LG0474
 LG0474;                    North         East    Units  Estimated Accuracy
 LG0474;SPC NE       -    85,512.      743,555.      MT  (+/- 10 meters HH2 GPS)
 LG0474
 LG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5890892385(NAD 83)
 LG0474
 LG0474                          SUPERSEDED SURVEY CONTROL
 LG0474
 LG0474.No superseded survey control is available for this station.
 LG0474
 LG0474_MARKER: DV = VERTICAL CONTROL DISK
 LG0474_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LG0474+WITH SETTING: INTO GROUND
 LG0474_STAMPING: M 365 RESET 1973
 LG0474_MARK LOGO: NGS
 LG0474_PROJECTION: FLUSH
 LG0474_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0474+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 LG0474
 LG0474  HISTORY     - Date     Condition        Report By
 LG0474  HISTORY     - 1973     MONUMENTED       NGS
 LG0474  HISTORY     - 20200414 POOR             NEGS
 LG0474
 LG0474                          STATION DESCRIPTION
 LG0474
 LG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LG0474'5.8 MI S FROM DORCHESTER.
 LG0474'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 33
 LG0474'AND A COUNTY ROAD LEADING SOUTH, ABOUT 0.3 MILE WEST OF
 LG0474'DORCHESTER, GO SOUTH ON COUNTY ROAD FOR 5.6 MILES TO THE VICTOR
 LG0474'STICH FARM HOME AND THE BENCH MARK ON THE LEFT.  THE BENCH MARK
 LG0474'IS A STANDARD DISK STAMPED M 365 RESET 1973, CRIMPED TO THE TOP
 LG0474'OF A 5/8 INCH COPPER COATED ROD WITH AN 8 INCH STEEL PLATE
 LG0474'BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND GRAVEL AND
 LG0474'IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE
 LG0474'CENTER OF THE DRIVEWAY, 11 FEET NORTHWEST OF A TELEPHONE POLE,
 LG0474'ABOUT 200 FEET NORTH OF OVERHEAD POWERLINES CROSSING THE ROAD AND
 LG0474'IN THE STICH FARM YARD.
 LG0474
 LG0474                          STATION RECOVERY (2020)
 LG0474
 LG0474'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0474'TO REACH FROM NE. HIGHWAY 33 AND COUNTY ROAD 1400, SOUTHWEST OF
 LG0474'DORCHESTER, NE., GO SOUTH ON COUNTY ROAD 1400 (OLD HIGHWAY 15) FOR 5.0
 LG0474'MI (8.0 KM) TO A FARM DRIVE ON THE LEFT (EAST).  THE MARK IS 0.5 FT
 LG0474'(15 CM) SOUTH-SOUTHWEST OF A STEEL WITNESS POST, 24.5 FT (7.5 M) NORTH
 LG0474'OF THE CENTERLINE OF THE FARM DRIVE AND APPROXIMATELY 50.0 FT (15.2 M)
 LG0474'EAST OF THE CENTERLINE OF COUNTY ROAD 1400.  THE MARK HAS BEEN HIT BY
 LG0474'A MOWER NUMEROUS TIMES AND IS NOT STABLE.  THE MARK CAN BE MOVED BY
 LG0474'HAND WITH LITTLE EFFORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1278 ***********************************************************************
 NM1278  DESIGNATION -  M 38
 NM1278  PID         -  NM1278
 NM1278  STATE/COUNTY-  NE/PIERCE
 NM1278  COUNTRY     -  US
 NM1278  USGS QUAD   -  FOSTER (2017)
 NM1278
 NM1278                         *CURRENT SURVEY CONTROL
 NM1278  ______________________________________________________________________
 NM1278* NAD 83(1986) POSITION- 42 21 04.     (N) 097 44 12.     (W)   SCALED
 NM1278* NAVD 88 ORTHO HEIGHT -   536.610 (meters)     1760.53  (feet) ADJUSTED
 NM1278  ______________________________________________________________________
 NM1278  GEOID HEIGHT    -        -25.040 (meters)                     GEOID18
 NM1278  DYNAMIC HEIGHT  -        536.411 (meters)     1759.88  (feet) COMP
 NM1278  MODELED GRAVITY -    980,232.8   (mgal)                       NAVD 88
 NM1278
 NM1278  VERT ORDER      -  SECOND    CLASS 0
 NM1278
 NM1278.The horizontal coordinates were scaled from a map and have
 NM1278.an estimated accuracy of +/- 6 seconds.
 NM1278
 NM1278.The orthometric height was determined by differential leveling and
 NM1278.adjusted by the NATIONAL GEODETIC SURVEY
 NM1278.in June 1991.
 NM1278
 NM1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1278.GEOID18 height accuracy estimate available here.
 NM1278
 NM1278.Click photographs - Photos may exist for this station.
 NM1278
 NM1278.The dynamic height is computed by dividing the NAVD 88
 NM1278.geopotential number by the normal gravity value computed on the
 NM1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1278.degrees latitude (g = 980.6199 gals.).
 NM1278
 NM1278.The modeled gravity was interpolated from observed gravity values.
 NM1278
 NM1278;                    North         East    Units  Estimated Accuracy
 NM1278;SPC NE       -   281,990.      686,420.      MT  (+/- 180 meters Scaled)
 NM1278
 NM1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM040895(NAD 83)
 NM1278
 NM1278                          SUPERSEDED SURVEY CONTROL
 NM1278
 NM1278  NGVD 29 (??/??/92)  536.424  (m)         1759.92   (f) ADJ UNCH    2 0
 NM1278
 NM1278.Superseded values are not recommended for survey control.
 NM1278
 NM1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1278.See file dsdata.pdf to determine how the superseded data were derived.
 NM1278
 NM1278_MARKER: DB = BENCH MARK DISK
 NM1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1278_STAMPING: M 38 1934
 NM1278_MARK LOGO: CGS
 NM1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1278+STABILITY: SURFACE MOTION
 NM1278
 NM1278  HISTORY     - Date     Condition        Report By
 NM1278  HISTORY     - 1934     MONUMENTED       CGS
 NM1278  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM1278  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1278
 NM1278                          STATION DESCRIPTION
 NM1278
 NM1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1278'3 MI E FROM PLAINVIEW.
 NM1278'LOCATED 3 MILES EAST OF THE CHICAGO AND NORTH WESTERN DEPOT AT
 NM1278'PLAINVIEW, 140 FEET SOUTHWEST OF A FARM HOUSE, 42 FEET EAST OF
 NM1278'CENTERLINE OF SECTION CROSS ROAD, 38 FEET NORTH OF CENTERLINE
 NM1278'OF HIGHWAY, 5.7 FEET EAST OF CORNER FENCE POST.  STANDARD TABLET
 NM1278'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM1278
 NM1278                          STATION RECOVERY (1962)
 NM1278
 NM1278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM1278'MARK NOT FOUND.
 NM1278
 NM1278                          STATION RECOVERY (1999)
 NM1278
 NM1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1278'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1443 ***********************************************************************
 NM1443  DESIGNATION -  M 39
 NM1443  PID         -  NM1443
 NM1443  STATE/COUNTY-  NE/KNOX
 NM1443  COUNTRY     -  US
 NM1443  USGS QUAD   -  TABOR SE (2017)
 NM1443
 NM1443                         *CURRENT SURVEY CONTROL
 NM1443  ______________________________________________________________________
 NM1443* NAD 83(1986) POSITION- 42 48 04.     (N) 097 30 16.     (W)   SCALED
 NM1443* NAVD 88 ORTHO HEIGHT -   433.031 (meters)     1420.70  (feet) ADJUSTED
 NM1443  ______________________________________________________________________
 NM1443  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 NM1443  DYNAMIC HEIGHT  -        432.902 (meters)     1420.28  (feet) COMP
 NM1443  MODELED GRAVITY -    980,309.1   (mgal)                       NAVD 88
 NM1443
 NM1443  VERT ORDER      -  FIRST     CLASS II
 NM1443
 NM1443.The horizontal coordinates were scaled from a map and have
 NM1443.an estimated accuracy of +/- 6 seconds.
 NM1443
 NM1443.The orthometric height was determined by differential leveling and
 NM1443.adjusted by the NATIONAL GEODETIC SURVEY
 NM1443.in June 1991.
 NM1443
 NM1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1443.GEOID18 height accuracy estimate available here.
 NM1443
 NM1443.Click photographs - Photos may exist for this station.
 NM1443
 NM1443.The dynamic height is computed by dividing the NAVD 88
 NM1443.geopotential number by the normal gravity value computed on the
 NM1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1443.degrees latitude (g = 980.6199 gals.).
 NM1443
 NM1443.The modeled gravity was interpolated from observed gravity values.
 NM1443
 NM1443;                    North         East    Units  Estimated Accuracy
 NM1443;SPC NE       -   332,470.      704,100.      MT  (+/- 180 meters Scaled)
 NM1443
 NM1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN222398(NAD 83)
 NM1443
 NM1443                          SUPERSEDED SURVEY CONTROL
 NM1443
 NM1443  NGVD 29 (??/??/92)  432.824  (m)         1420.02   (f) ADJ UNCH    1 2
 NM1443
 NM1443.Superseded values are not recommended for survey control.
 NM1443
 NM1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1443.See file dsdata.pdf to determine how the superseded data were derived.
 NM1443
 NM1443_MARKER: DB = BENCH MARK DISK
 NM1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1443_STAMPING: M 39 1934
 NM1443_MARK LOGO: CGS
 NM1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1443+STABILITY: SURFACE MOTION
 NM1443
 NM1443  HISTORY     - Date     Condition        Report By
 NM1443  HISTORY     - 1934     MONUMENTED       CGS
 NM1443  HISTORY     - 1949     GOOD             CGS
 NM1443  HISTORY     - 1951     MARK NOT FOUND   CGS
 NM1443
 NM1443                          STATION DESCRIPTION
 NM1443
 NM1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1443'5 MI N FROM CROFTON.
 NM1443'5.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1443'STATE HIGHWAY 12 AT CROFTON, AT AN INTERSECTION WITH AN EAST-WEST
 NM1443'ROAD, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32.0
 NM1443'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.4 FEET SOUTHWEST OF
 NM1443'A FENCE CORNER POST, 2.0 FEET WEST OF A FENCE LINE, 1.0 FOOT
 NM1443'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM1443'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM1443
 NM1443                          STATION RECOVERY (1951)
 NM1443
 NM1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 NM1443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0001 ***********************************************************************
 NQ0001  DESIGNATION -  M 4
 NQ0001  PID         -  NQ0001
 NQ0001  STATE/COUNTY-  NE/SIOUX
 NQ0001  COUNTRY     -  US
 NQ0001  USGS QUAD   -  VAN TASSELL (2017)
 NQ0001
 NQ0001                         *CURRENT SURVEY CONTROL
 NQ0001  ______________________________________________________________________
 NQ0001* NAD 83(1986) POSITION- 42 40 16.6    (N) 104 00 25.4    (W)   HD_HELD2
 NQ0001* NAVD 88 ORTHO HEIGHT -  1463.904 (meters)     4802.83  (feet) ADJUSTED
 NQ0001  ______________________________________________________________________
 NQ0001  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 NQ0001  DYNAMIC HEIGHT  -       1463.039 (meters)     4799.99  (feet) COMP
 NQ0001  MODELED GRAVITY -    979,977.8   (mgal)                       NAVD 88
 NQ0001
 NQ0001  VERT ORDER      -  FIRST     CLASS II
 NQ0001
 NQ0001.The horizontal coordinates were established by autonomous hand held GPS
 NQ0001.observations and have an estimated accuracy of +/- 10 meters.
 NQ0001
 NQ0001.The orthometric height was determined by differential leveling and
 NQ0001.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0001.in June 1991.
 NQ0001
 NQ0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0001.GEOID18 height accuracy estimate available here.
 NQ0001
 NQ0001.Click photographs - Photos may exist for this station.
 NQ0001
 NQ0001.The dynamic height is computed by dividing the NAVD 88
 NQ0001.geopotential number by the normal gravity value computed on the
 NQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0001.degrees latitude (g = 980.6199 gals.).
 NQ0001
 NQ0001.The modeled gravity was interpolated from observed gravity values.
 NQ0001
 NQ0001;                    North         East    Units  Estimated Accuracy
 NQ0001;SPC NE       -   322,716.      171,686.      MT  (+/- 10 meters HH2 GPS)
 NQ0001
 NQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8136324789(NAD 83)
 NQ0001
 NQ0001                          SUPERSEDED SURVEY CONTROL
 NQ0001
 NQ0001  NGVD 29 (??/??/92) 1463.206  (m)         4800.54   (f) ADJ UNCH    1 2
 NQ0001
 NQ0001.Superseded values are not recommended for survey control.
 NQ0001
 NQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0001.See file dsdata.pdf to determine how the superseded data were derived.
 NQ0001
 NQ0001_MARKER: Q = CHISELED SQUARE
 NQ0001_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NQ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0001+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2010
 NQ0001
 NQ0001  HISTORY     - Date     Condition        Report By
 NQ0001  HISTORY     - 1902     MONUMENTED       CGS
 NQ0001  HISTORY     - 1954     GOOD             CGS
 NQ0001  HISTORY     - 20101022 GOOD             GEOCAC
 NQ0001
 NQ0001                          STATION DESCRIPTION
 NQ0001
 NQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0001'6.6 MI W FROM HARRISON.
 NQ0001'6.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0001'THE STATION AT HARRISON, 72 FEET SOUTHWEST OF THE SOUTHWEST
 NQ0001'CORNER OF A CONCRETE CULVERT, 60 FEET WEST OF MILEPOST 467, 39
 NQ0001'FEET SOUTH OF THE SOUTH RAIL, 56 FEET NORTH OF A FENCE, 2 FEET
 NQ0001'WEST OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH IS FLUSH
 NQ0001'WITH THE GROUND, SURROUNDED BY THE LETTERS U.S.B.M., 1.0 MILE
 NQ0001'EAST OF BENCH MARK M 340.  IN THE SOUTHWEST 1/4 OF SECTION
 NQ0001'10, TOWNSHIP 31 NORTH, RANGE 57 WEST.
 NQ0001
 NQ0001                          STATION RECOVERY (2010)
 NQ0001
 NQ0001'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NQ0001'WOOD WP IS FLAT ON THE GROUND.  MARK WAS SET IN 1902 AND PROTRUDES 0.1
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1153 ***********************************************************************
 NM1153  DESIGNATION -  M 40
 NM1153  PID         -  NM1153
 NM1153  STATE/COUNTY-  NE/CEDAR
 NM1153  COUNTRY     -  US
 NM1153  USGS QUAD   -  LAUREL (2017)
 NM1153
 NM1153                         *CURRENT SURVEY CONTROL
 NM1153  ______________________________________________________________________
 NM1153* NAD 83(1986) POSITION- 42 26 55.     (N) 097 07 00.     (W)   SCALED
 NM1153* NAVD 88 ORTHO HEIGHT -   452.606 (meters)     1484.92  (feet) ADJUSTED
 NM1153  ______________________________________________________________________
 NM1153  GEOID HEIGHT    -        -25.206 (meters)                     GEOID18
 NM1153  DYNAMIC HEIGHT  -        452.449 (meters)     1484.41  (feet) COMP
 NM1153  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 NM1153
 NM1153  VERT ORDER      -  SECOND    CLASS 0
 NM1153
 NM1153.The horizontal coordinates were scaled from a map and have
 NM1153.an estimated accuracy of +/- 6 seconds.
 NM1153
 NM1153.The orthometric height was determined by differential leveling and
 NM1153.adjusted by the NATIONAL GEODETIC SURVEY
 NM1153.in June 1991.
 NM1153
 NM1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1153.GEOID18 height accuracy estimate available here.
 NM1153
 NM1153.Click photographs - Photos may exist for this station.
 NM1153
 NM1153.The dynamic height is computed by dividing the NAVD 88
 NM1153.geopotential number by the normal gravity value computed on the
 NM1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1153.degrees latitude (g = 980.6199 gals.).
 NM1153
 NM1153.The modeled gravity was interpolated from observed gravity values.
 NM1153
 NM1153;                    North         East    Units  Estimated Accuracy
 NM1153;SPC NE       -   294,330.      737,110.      MT  (+/- 180 meters Scaled)
 NM1153
 NM1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN548013(NAD 83)
 NM1153
 NM1153                          SUPERSEDED SURVEY CONTROL
 NM1153
 NM1153  NGVD 29 (??/??/92)  452.408  (m)         1484.28   (f) ADJ UNCH    2 0
 NM1153
 NM1153.Superseded values are not recommended for survey control.
 NM1153
 NM1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1153.See file dsdata.pdf to determine how the superseded data were derived.
 NM1153
 NM1153_MARKER: DB = BENCH MARK DISK
 NM1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1153_STAMPING: M 40 1934
 NM1153_MARK LOGO: CGS
 NM1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1153+STABILITY: SURFACE MOTION
 NM1153
 NM1153  HISTORY     - Date     Condition        Report By
 NM1153  HISTORY     - 1934     MONUMENTED       CGS
 NM1153
 NM1153                          STATION DESCRIPTION
 NM1153
 NM1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1153'2 MI NW FROM LAUREL.
 NM1153'2.0 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1153'AND OMAHA RAILWAY FROM THE STATION AT LARUEL, CEDAR COUNTY,
 NM1153'16.5 FEET NORTHEAST OF MILEPOST 18, 44.8 FEET NORTHEAST OF THE
 NM1153'NORTHEAST RAIL, AND 1.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NM1153'FENCE.  A STANDARD DISK, STAMPED M 40 1934 AND SET IN THE TOP
 NM1153'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0550 ***********************************************************************
 NP0550  DESIGNATION -  M 416
 NP0550  PID         -  NP0550
 NP0550  STATE/COUNTY-  NE/DAWES
 NP0550  COUNTRY     -  US
 NP0550  USGS QUAD   -  HORN (2017)
 NP0550
 NP0550                         *CURRENT SURVEY CONTROL
 NP0550  ______________________________________________________________________
 NP0550* NAD 83(1986) POSITION- 42 48 09.19   (N) 103 27 51.39   (W)   HD_HELD1
 NP0550* NAVD 88 ORTHO HEIGHT -  1121.296 (meters)     3678.79  (feet) ADJUSTED
 NP0550  ______________________________________________________________________
 NP0550  GEOID HEIGHT    -        -17.159 (meters)                     GEOID18
 NP0550  DYNAMIC HEIGHT  -       1120.726 (meters)     3676.92  (feet) COMP
 NP0550  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 NP0550
 NP0550  VERT ORDER      -  FIRST     CLASS II
 NP0550
 NP0550.The horizontal coordinates were determined by differentially corrected
 NP0550.hand held GPS observations or other comparable positioning techniques
 NP0550.and have an estimated accuracy of +/- 3 meters.
 NP0550
 NP0550.The orthometric height was determined by differential leveling and
 NP0550.adjusted by the NATIONAL GEODETIC SURVEY
 NP0550.in June 1991.
 NP0550
 NP0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0550.GEOID18 height accuracy estimate available here.
 NP0550
 NP0550.Click photographs - Photos may exist for this station.
 NP0550
 NP0550.The dynamic height is computed by dividing the NAVD 88
 NP0550.geopotential number by the normal gravity value computed on the
 NP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0550.degrees latitude (g = 980.6199 gals.).
 NP0550
 NP0550.The modeled gravity was interpolated from observed gravity values.
 NP0550
 NP0550;                    North         East    Units  Estimated Accuracy
 NP0550;SPC NE       -   335,363.8     216,716.6     MT  (+/- 3 meters HH1 GPS) 
 NP0550
 NP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2557540032(NAD 83)
 NP0550
 NP0550                          SUPERSEDED SURVEY CONTROL
 NP0550
 NP0550.No superseded survey control is available for this station.
 NP0550
 NP0550_MARKER: I = METAL ROD
 NP0550_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0550_STAMPING: M 416 1985
 NP0550_MARK LOGO: NGS
 NP0550_PROJECTION: FLUSH
 NP0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0550+STABILITY: POSITION/ELEVATION WELL
 NP0550_ROD/PIPE-DEPTH: 7.9 meters
 NP0550_SLEEVE-DEPTH  : 7.0 meters
 NP0550
 NP0550  HISTORY     - Date     Condition        Report By
 NP0550  HISTORY     - 1985     MONUMENTED       NGS
 NP0550
 NP0550                          STATION DESCRIPTION
 NP0550
 NP0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0550'17.8 KM (11.05 MI) NORTH FROM CRAWFORD.
 NP0550'0.32 KM (2.0 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0550'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0550'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0550'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 3.7 KM
 NP0550'(2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0550'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0550'THENCE 6.0 KM (3.75 MI) NORTH-NORTHWEST ALONG THE NORTHEAST SIDE OF
 NP0550'THE TRACKS ON A GRAVEL ROAD TO THE ENTRANCE TO THE OGLALA NATIONAL
 NP0550'GRASSLAND PASTURE 39 W, 18.7 METERS (61.3 FT) EAST OF THE CENTER OF
 NP0550'THE ROAD, 6.3 METERS (20.6 FT) NORTH OF THE CENTER OF A WIRE GATE AND
 NP0550'1.8 METERS (6 FT) WEST OF THE FENCE.
 NP0550'THE MARK IS 1.8 METERS  W FROM  A WITNESS POST
 NP0550'THE MARK IS 0.9 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0346 ***********************************************************************
 MN0346  DESIGNATION -  M 417
 MN0346  PID         -  MN0346
 MN0346  STATE/COUNTY-  NE/MORRILL
 MN0346  COUNTRY     -  US
 MN0346  USGS QUAD   -  ANGORA (2017)
 MN0346
 MN0346                         *CURRENT SURVEY CONTROL
 MN0346  ______________________________________________________________________
 MN0346* NAD 83(1986) POSITION- 41 46 38.     (N) 103 08 50.     (W)   SCALED
 MN0346* NAVD 88 ORTHO HEIGHT -  1199.497 (meters)     3935.35  (feet) ADJUSTED
 MN0346  ______________________________________________________________________
 MN0346  GEOID HEIGHT    -        -19.378 (meters)                     GEOID18
 MN0346  DYNAMIC HEIGHT  -       1198.722 (meters)     3932.81  (feet) COMP
 MN0346  MODELED GRAVITY -    979,935.7   (mgal)                       NAVD 88
 MN0346
 MN0346  VERT ORDER      -  FIRST     CLASS II
 MN0346
 MN0346.The horizontal coordinates were scaled from a map and have
 MN0346.an estimated accuracy of +/- 6 seconds.
 MN0346
 MN0346.The orthometric height was determined by differential leveling and
 MN0346.adjusted by the NATIONAL GEODETIC SURVEY
 MN0346.in June 1991.
 MN0346
 MN0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0346.GEOID18 height accuracy estimate available here.
 MN0346
 MN0346.Click photographs - Photos may exist for this station.
 MN0346
 MN0346.The dynamic height is computed by dividing the NAVD 88
 MN0346.geopotential number by the normal gravity value computed on the
 MN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0346.degrees latitude (g = 980.6199 gals.).
 MN0346
 MN0346.The modeled gravity was interpolated from observed gravity values.
 MN0346
 MN0346;                    North         East    Units  Estimated Accuracy
 MN0346;SPC NE       -   220,580.      238,490.      MT  (+/- 180 meters Scaled)
 MN0346
 MN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG539267(NAD 83)
 MN0346
 MN0346                          SUPERSEDED SURVEY CONTROL
 MN0346
 MN0346.No superseded survey control is available for this station.
 MN0346
 MN0346_MARKER: I = METAL ROD
 MN0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0346_STAMPING: M 417 1985
 MN0346_MARK LOGO: NGS
 MN0346_PROJECTION: PROJECTING 2 CENTIMETERS
 MN0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0346_ROD/PIPE-DEPTH: 11.7 meters
 MN0346
 MN0346  HISTORY     - Date     Condition        Report By
 MN0346  HISTORY     - 1985     MONUMENTED       NGS
 MN0346
 MN0346                          STATION DESCRIPTION
 MN0346
 MN0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0346'9.4 KM (5.85 MI) SOUTH FROM ANGORA.
 MN0346'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0346'ANGORA, THENCE 9.33 KM (5.8 MI) SOUTH ALONG US HIGHWAY 385, AT AND ON
 MN0346'THE NORTHWEST SIDE OF THE NORTHPORT CANAL, 18.1 METERS (59.5 FT)
 MN0346'NORTHEAST OF THE HIGHWAY CENTERLINE, 15.6 METERS (51.1 FT) NORTH OF
 MN0346'THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR A HIGHWAY CULVERT OVER
 MN0346'THE CANAL, 0.7 METERS (2.4 FT) SOUTH OF A V FENCE CORNER AND 3.1
 MN0346'METERS (10 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE CANAL.
 MN0346'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0346'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0346'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0377 ***********************************************************************
 MN0377  DESIGNATION -  M 418
 MN0377  PID         -  MN0377
 MN0377  STATE/COUNTY-  NE/CHEYENNE
 MN0377  COUNTRY     -  US
 MN0377  USGS QUAD   -  SIDNEY (2017)
 MN0377
 MN0377                         *CURRENT SURVEY CONTROL
 MN0377  ______________________________________________________________________
 MN0377* NAD 83(1986) POSITION- 41 10 40.     (N) 102 57 51.     (W)   SCALED
 MN0377* NAVD 88 ORTHO HEIGHT -  1285.194 (meters)     4216.51  (feet) ADJUSTED
 MN0377  ______________________________________________________________________
 MN0377  GEOID HEIGHT    -        -19.805 (meters)                     GEOID18
 MN0377  DYNAMIC HEIGHT  -       1284.289 (meters)     4213.54  (feet) COMP
 MN0377  MODELED GRAVITY -    979,874.3   (mgal)                       NAVD 88
 MN0377
 MN0377  VERT ORDER      -  FIRST     CLASS II
 MN0377
 MN0377.The horizontal coordinates were scaled from a map and have
 MN0377.an estimated accuracy of +/- 6 seconds.
 MN0377
 MN0377.The orthometric height was determined by differential leveling and
 MN0377.adjusted by the NATIONAL GEODETIC SURVEY
 MN0377.in June 1991.
 MN0377
 MN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0377.GEOID18 height accuracy estimate available here.
 MN0377
 MN0377.Click photographs - Photos may exist for this station.
 MN0377
 MN0377.The dynamic height is computed by dividing the NAVD 88
 MN0377.geopotential number by the normal gravity value computed on the
 MN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0377.degrees latitude (g = 980.6199 gals.).
 MN0377
 MN0377.The modeled gravity was interpolated from observed gravity values.
 MN0377
 MN0377;                    North         East    Units  Estimated Accuracy
 MN0377;SPC NE       -   153,530.      251,410.      MT  (+/- 180 meters Scaled)
 MN0377
 MN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF707604(NAD 83)
 MN0377
 MN0377                          SUPERSEDED SURVEY CONTROL
 MN0377
 MN0377.No superseded survey control is available for this station.
 MN0377
 MN0377_MARKER: I = METAL ROD
 MN0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0377_STAMPING: M 418 1985
 MN0377_MARK LOGO: NGS
 MN0377_PROJECTION: FLUSH
 MN0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0377+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2007
 MN0377_ROD/PIPE-DEPTH: 6.1 meters
 MN0377
 MN0377  HISTORY     - Date     Condition        Report By
 MN0377  HISTORY     - 1985     MONUMENTED       NGS
 MN0377  HISTORY     - 20071204 GOOD             NEDR
 MN0377
 MN0377                          STATION DESCRIPTION
 MN0377
 MN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0377'16.0 KM (9.95 MI) SOUTH FROM GURLEY.
 MN0377'16.0 KM (9.95 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0377'STREET AT GURLEY, ALSO 6.6 KM (4.1 MI) NORTH OF SIDNEY, 25.4 METERS
 MN0377'(83.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.4 METERS (8 FT)
 MN0377'NORTH-NORTHEAST OF A GUYED POWER POLE AND 0.9 METER (3 FT) SOUTH OF A
 MN0377'GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0377'CAP.
 MN0377'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0377'THE MARK IS 6.0 M ABOVE THE ROAD.
 MN0377
 MN0377                          STATION RECOVERY (2007)
 MN0377
 MN0377'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0377'MARK FOUND BY STAMPED L 418 1985
 MN0377'THE MARK IS 1.0 M ABOVE THE ROAD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0323 ***********************************************************************
 MM0323  FBN         -  This is a Federal Base Network Control Station.
 MM0323  DESIGNATION -  M 422
 MM0323  PID         -  MM0323
 MM0323  STATE/COUNTY-  NE/KEITH
 MM0323  COUNTRY     -  US
 MM0323  USGS QUAD   -  PAXTON SW (2017)
 MM0323
 MM0323                         *CURRENT SURVEY CONTROL
 MM0323  ______________________________________________________________________
 MM0323* NAD 83(2011) POSITION- 41 07 22.81296(N) 101 25 12.37724(W)   ADJUSTED
 MM0323* NAD 83(2011) ELLIP HT-   921.555 (meters)        (06/27/12)   ADJUSTED
 MM0323* NAD 83(2011) EPOCH   -  2010.00
 MM0323* NAVD 88 ORTHO HEIGHT -   943.065 (meters)     3094.04  (feet) ADJUSTED
 MM0323  ______________________________________________________________________
 MM0323  GEOID HEIGHT    -        -21.514 (meters)                     GEOID18
 MM0323  NAD 83(2011) X  -   -952,844.089 (meters)                     COMP
 MM0323  NAD 83(2011) Y  - -4,717,036.955 (meters)                     COMP
 MM0323  NAD 83(2011) Z  -  4,173,329.125 (meters)                     COMP
 MM0323  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 MM0323  DYNAMIC HEIGHT  -        942.481 (meters)     3092.12  (feet) COMP
 MM0323  MODELED GRAVITY -    979,972.6   (mgal)                       NAVD 88
 MM0323
 MM0323  VERT ORDER      -  FIRST     CLASS II
 MM0323
 MM0323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0323  Standards:
 MM0323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0323  -------------------------------------------------------------------
 MM0323  NETWORK    0.31   0.80           0.14   0.11   0.41     -0.01401364
 MM0323  -------------------------------------------------------------------
 MM0323  Click here for local accuracies and other accuracy information.
 MM0323
 MM0323.The horizontal coordinates were established by GPS observations
 MM0323.and adjusted by the National Geodetic Survey in June 2012.
 MM0323
 MM0323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0323.been affixed to the stable North American tectonic plate. See 
 MM0323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0323
 MM0323.The horizontal coordinates are valid at the epoch date displayed above
 MM0323.which is a decimal equivalence of Year/Month/Day.
 MM0323
 MM0323.The orthometric height was determined by differential leveling and
 MM0323.adjusted by the NATIONAL GEODETIC SURVEY
 MM0323.in June 1991.
 MM0323
 MM0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0323.GEOID18 height accuracy estimate available here.
 MM0323
 MM0323.Click photographs - Photos may exist for this station.
 MM0323
 MM0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0323
 MM0323.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0323
 MM0323.The ellipsoidal height was determined by GPS observations
 MM0323.and is referenced to NAD 83.
 MM0323
 MM0323.The dynamic height is computed by dividing the NAVD 88
 MM0323.geopotential number by the normal gravity value computed on the
 MM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0323.degrees latitude (g = 980.6199 gals.).
 MM0323
 MM0323.The modeled gravity was interpolated from observed gravity values.
 MM0323
 MM0323. The following values were computed from the NAD 83(2011) position.
 MM0323
 MM0323;                    North         East     Units Scale Factor Converg.
 MM0323;SPC NE       -   144,165.931   380,785.049   MT  0.99968079   -0 56 28.0
 MM0323;SPC NE       -   472,984.39  1,249,292.28   sFT  0.99968079   -0 56 28.0
 MM0323;UTM  14      - 4,555,234.575   296,836.070   MT  1.00010802   -1 35 31.9
 MM0323
 MM0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0323!SPC NE       -   0.99985547  x   0.99968079  =   0.99953630
 MM0323!UTM  14      -   0.99985547  x   1.00010802  =   0.99996347
 MM0323
 MM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9683655234(NAD 83)
 MM0323
 MM0323                          SUPERSEDED SURVEY CONTROL
 MM0323
 MM0323  NAD 83(2007)-  41 07 22.81282(N)    101 25 12.37814(W) AD(2002.00) 0
 MM0323  ELLIP H (02/10/07)  921.580  (m)                       GP(2002.00)    
 MM0323  ELLIP H (07/10/01)  921.556  (m)                       GP(       ) 4 1
 MM0323  NAD 83(1995)-  41 07 22.81234(N)    101 25 12.37759(W) AD(       ) A
 MM0323  ELLIP H (06/25/96)  921.617  (m)                       GP(       ) 1 1
 MM0323  NAVD 88             943.07   (m)         3094.1    (f) LEVELING    3  
 MM0323  NGVD 29 (02/14/92)  942.647  (m)         3092.67   (f) ADJUSTED    1 2
 MM0323
 MM0323.Superseded values are not recommended for survey control.
 MM0323
 MM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0323.See file dsdata.pdf to determine how the superseded data were derived.
 MM0323
 MM0323_MARKER: F = FLANGE-ENCASED ROD
 MM0323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0323_STAMPING: M 422 1986
 MM0323_MARK LOGO: NGS
 MM0323_PROJECTION: RECESSED 12 CENTIMETERS
 MM0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0323+STABILITY: POSITION/ELEVATION WELL
 MM0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0323+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 MM0323_ROD/PIPE-DEPTH: 11.9 meters
 MM0323_SLEEVE-DEPTH  : 6.1 meters
 MM0323
 MM0323  HISTORY     - Date     Condition        Report By
 MM0323  HISTORY     - 1986     MONUMENTED       NGS
 MM0323  HISTORY     - 19950719 GOOD             NGS
 MM0323  HISTORY     - 20000501 GOOD             NGS
 MM0323  HISTORY     - 20080407 GOOD             JCLS
 MM0323  HISTORY     - 20080408 GOOD             JCLS
 MM0323  HISTORY     - 20150209 GOOD             JEOCON
 MM0323  HISTORY     - 20170830 GOOD             NEGS
 MM0323  HISTORY     - 20171211 GOOD             NEGS
 MM0323  HISTORY     - 20190604 GOOD             NEGS
 MM0323
 MM0323                          STATION DESCRIPTION
 MM0323
 MM0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0323'5.5 KM (3.4 MI) WEST FROM PAXTON.
 MM0323'5.5 KM (3.4 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0323'ROUTE 51 C AT PAXTON, AT THE UNION PACIFIC RAILROAD MILEPOLE 319, AT
 MM0323'RAILROAD BRIDGE 319.03 AND SET BETWEEN TWO WITNESS POSTS, 38.4 METERS
 MM0323'(126 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.6 METERS (38 FT) NORTH OF
 MM0323'THE NORTH RAIL OF THE NORTH SET OF TRACKS, 17.4 METERS (57 FT) WEST OF
 MM0323'A DOUBLE GUYED POWER POLE NUMBER 319, 11.3 METERS (37 FT) EAST OF THE
 MM0323'CENTER OF A TRACK ROAD AND 40.2 METERS (132 FT) EAST-NORTHEAST OF THE
 MM0323'NORTH END OF THE BRIDGE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0323'5-INCH LOGO CAP.
 MM0323'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0323'THE MARK IS 0.2 M ABOVE THE TRACKS.
 MM0323
 MM0323                          STATION RECOVERY (1995)
 MM0323
 MM0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0323'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) WEST OF PAXTON, 1.25 MI
 MM0323'(2.01 KM) NORTH OF INTERSTATE HIGHWAY 80, BETWEEN THE UNION PACIFIC
 MM0323'RAILROAD TRACK AND U.S. HIGHWAY 30, AT RAILROAD MILEPOST 319, JUST
 MM0323'EAST OF RAILROAD BRIDGE 319.03 AND IN THE SW1/4, SEC2, T13N, R36W, ON
 MM0323'RIGHT-OF-WAY.  TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 51C
 MM0323'SPUR AND U.S. HIGHWAY 30 IN PAXTON, GO WEST ON U.S. HIGHWAY 30 FOR 3.4
 MM0323'MI (5.5 KM) TO THE MARK ON THE LEFT.  THE MARK IS A DEEP SLEEVED,
 MM0323'STAINLESS STEEL ROD THAT IS SET WITHIN A 5-INCH PVC PIPE WITH A LOGO
 MM0323'CAP THAT IS FLUSH WITH THE GROUND.  IT IS 133.6 FT (40.7 M)
 MM0323'EAST-NORTHEAST OF THE THE NORTHEAST CORNER OF THE RAILROAD BRIDGE,
 MM0323'125.0 FT (38.1 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 94.7 FT
 MM0323'(28.9 M) SOUTHEAST OF A MCI BURIED FIBER-OPTIC WARNING MARKER, 51.1 FT
 MM0323'(15.6 M) WEST OF A DOUBLE-GUYED, UTILITY POLE WITH THE RAILROAD
 MM0323'MILEPOST SIGN ATTACHED, 37.6 FT (11.5 M) NORTH OF THE NORTHERNMOST
 MM0323'RAIL OF A DOUBLE SET OF TRACKS, 1.0 FT (0.3 M) EAST OF A WITNESS POST,
 MM0323'1.0 FT (0.3 M) WEST OF A WITNESS POST AND LEVEL WITH THE TRACKS.
 MM0323
 MM0323                          STATION RECOVERY (2000)
 MM0323
 MM0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MM0323'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION--THE POINT
 MM0323'OCCUPIED WAS A PUNCH MARK ON TOP OF A STAINLESS STEEL DATUM CAP
 MM0323'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD.
 MM0323
 MM0323                          STATION RECOVERY (2008)
 MM0323
 MM0323'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 MM0323'RECOVERED IN GOOD CONDITION.
 MM0323
 MM0323                          STATION RECOVERY (2008)
 MM0323
 MM0323'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 MM0323'RECOVERED IN GOOD CONDITION.
 MM0323
 MM0323                          STATION RECOVERY (2015)
 MM0323
 MM0323'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0323'RECOVERED IN GOOD CONDITION.
 MM0323
 MM0323                          STATION RECOVERY (2017)
 MM0323
 MM0323'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 MM0323'RECOVERED AS DESCRIBED ALSO NEAR MILE POST 142+06 FOR HIGHWAY 30
 MM0323
 MM0323                          STATION RECOVERY (2017)
 MM0323
 MM0323'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 MM0323'RECOVERED IN GOOD CONDITION.
 MM0323
 MM0323                          STATION RECOVERY (2019)
 MM0323
 MM0323'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 MM0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0961 ***********************************************************************
 LH0961  DESIGNATION -  M 423
 LH0961  PID         -  LH0961
 LH0961  STATE/COUNTY-  NE/FURNAS
 LH0961  COUNTRY     -  US
 LH0961  USGS QUAD   -  ARAPAHOE (2017)
 LH0961
 LH0961                         *CURRENT SURVEY CONTROL
 LH0961  ______________________________________________________________________
 LH0961* NAD 83(1986) POSITION- 40 15 44.     (N) 099 53 51.     (W)   SCALED
 LH0961* NAVD 88 ORTHO HEIGHT -   680.478 (meters)     2232.53  (feet) ADJUSTED
 LH0961  ______________________________________________________________________
 LH0961  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 LH0961  DYNAMIC HEIGHT  -        680.044 (meters)     2231.11  (feet) COMP
 LH0961  MODELED GRAVITY -    979,966.1   (mgal)                       NAVD 88
 LH0961
 LH0961  VERT ORDER      -  FIRST     CLASS II
 LH0961
 LH0961.The horizontal coordinates were scaled from a map and have
 LH0961.an estimated accuracy of +/- 6 seconds.
 LH0961
 LH0961.The orthometric height was determined by differential leveling and
 LH0961.adjusted by the NATIONAL GEODETIC SURVEY
 LH0961.in June 1991.
 LH0961
 LH0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0961.GEOID18 height accuracy estimate available here.
 LH0961
 LH0961.Click photographs - Photos may exist for this station.
 LH0961
 LH0961.The dynamic height is computed by dividing the NAVD 88
 LH0961.geopotential number by the normal gravity value computed on the
 LH0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0961.degrees latitude (g = 980.6199 gals.).
 LH0961
 LH0961.The modeled gravity was interpolated from observed gravity values.
 LH0961
 LH0961;                    North         East    Units  Estimated Accuracy
 LH0961;SPC NE       -    47,630.      508,720.      MT  (+/- 180 meters Scaled)
 LH0961
 LH0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236572(NAD 83)
 LH0961
 LH0961                          SUPERSEDED SURVEY CONTROL
 LH0961
 LH0961  NGVD 29 (02/14/92)  680.184  (m)         2231.57   (f) ADJUSTED    1 2
 LH0961
 LH0961.Superseded values are not recommended for survey control.
 LH0961
 LH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0961.See file dsdata.pdf to determine how the superseded data were derived.
 LH0961
 LH0961_MARKER: I = METAL ROD
 LH0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0961_STAMPING: M 423 1986
 LH0961_MARK LOGO: NGS
 LH0961_PROJECTION: FLUSH
 LH0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0961_ROD/PIPE-DEPTH: 10.9 meters
 LH0961
 LH0961  HISTORY     - Date     Condition        Report By
 LH0961  HISTORY     - 1986     MONUMENTED       NGS
 LH0961
 LH0961                          STATION DESCRIPTION
 LH0961
 LH0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0961'4.9 KM (3.05 MI) SOUTH FROM ARAPAHOE.
 LH0961'4.95 KM (3.1 MI) SOUTH ALONG US HGIHWAY 283 FROM THE JUNCTION OF US
 LH0961'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHEAST CORNER OF THE T
 LH0961'JUNCTION OF A PRIVATE DRIVEWAY, 15.5 METERS (51 FT) EAST OF THE
 LH0961'HIGHWAY CENTERLINE, 57.7 METERS (189.5 FT) NORTH OF MILEPOST 18, 11.2
 LH0961'METERS (37 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 7.3 METERS (24 FT)
 LH0961'NORTH OF THE NORTH END OF A GATE AND 0.3 METER (1 FT) WEST OF A FENCE.
 LH0961'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0961'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0961'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0311 ***********************************************************************
 MM0311  DESIGNATION -  M 424
 MM0311  PID         -  MM0311
 MM0311  STATE/COUNTY-  NE/LINCOLN
 MM0311  COUNTRY     -  US
 MM0311  USGS QUAD   -  HERSHEY EAST (2017)
 MM0311
 MM0311                         *CURRENT SURVEY CONTROL
 MM0311  ______________________________________________________________________
 MM0311* NAD 83(1995) POSITION- 41 09 45.21954(N) 100 56 59.54571(W)   ADJUSTED
 MM0311* NAD 83(1995) ELLIP HT-   855.745 (meters)        (06/27/02)   ADJUSTED
 MM0311* NAVD 88 ORTHO HEIGHT -   877.711 (meters)     2879.62  (feet) ADJUSTED
 MM0311  ______________________________________________________________________
 MM0311  GEOID HEIGHT    -        -22.004 (meters)                     GEOID18
 MM0311  NAD 83(1995) X  -   -913,540.818 (meters)                     COMP
 MM0311  NAD 83(1995) Y  - -4,721,811.249 (meters)                     COMP
 MM0311  NAD 83(1995) Z  -  4,176,594.619 (meters)                     COMP
 MM0311  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 MM0311  DYNAMIC HEIGHT  -        877.185 (meters)     2877.90  (feet) COMP
 MM0311  MODELED GRAVITY -    979,995.2   (mgal)                       NAVD 88
 MM0311
 MM0311  HORZ ORDER      -  FIRST
 MM0311  VERT ORDER      -  FIRST     CLASS II
 MM0311  ELLP ORDER      -  FOURTH    CLASS I
 MM0311
 MM0311.The horizontal coordinates were established by GPS observations
 MM0311.and adjusted by the National Geodetic Survey in August 1997.
 MM0311
 MM0311.The orthometric height was determined by differential leveling and
 MM0311.adjusted by the NATIONAL GEODETIC SURVEY
 MM0311.in June 1991.
 MM0311
 MM0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0311.GEOID18 height accuracy estimate available here.
 MM0311
 MM0311.Click photographs - Photos may exist for this station.
 MM0311
 MM0311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0311
 MM0311.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0311
 MM0311.The ellipsoidal height was determined by GPS observations
 MM0311.and is referenced to NAD 83.
 MM0311
 MM0311.The dynamic height is computed by dividing the NAVD 88
 MM0311.geopotential number by the normal gravity value computed on the
 MM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0311.degrees latitude (g = 980.6199 gals.).
 MM0311
 MM0311.The modeled gravity was interpolated from observed gravity values.
 MM0311
 MM0311. The following values were computed from the NAD 83(1995) position.
 MM0311
 MM0311;                    North         East     Units Scale Factor Converg.
 MM0311;SPC NE       -   148,016.320   420,306.264   MT  0.99967644   -0 37 46.1
 MM0311;SPC NE       -   485,616.88  1,378,954.80   sFT  0.99967644   -0 37 46.1
 MM0311;UTM  14      - 4,558,635.662   336,411.915   MT  0.99992936   -1 17 01.3
 MM0311
 MM0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0311!SPC NE       -   0.99986579  x   0.99967644  =   0.99954227
 MM0311!UTM  14      -   0.99986579  x   0.99992936  =   0.99979516
 MM0311
 MM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3641158635(NAD 83)
 MM0311
 MM0311                          SUPERSEDED SURVEY CONTROL
 MM0311
 MM0311  ELLIP H (08/18/97)  855.777  (m)                       GP(       ) 4 1
 MM0311  ELLIP H (01/07/93)  855.583  (m)                       GP(       ) 4 2
 MM0311  NAD 83(1986)-  41 09 45.21991(N)    100 56 59.54680(W) AD(       ) 1
 MM0311  NGVD 29 (02/14/92)  877.331  (m)         2878.38   (f) ADJUSTED    1 2
 MM0311  NGVD 29             877.39   (m)         2878.6    (f) LEVELING    3  
 MM0311
 MM0311.Superseded values are not recommended for survey control.
 MM0311
 MM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0311.See file dsdata.pdf to determine how the superseded data were derived.
 MM0311
 MM0311_MARKER: I = METAL ROD
 MM0311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0311_STAMPING: M 424 1986
 MM0311_MARK LOGO: NGS
 MM0311_PROJECTION: FLUSH
 MM0311_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0311+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 MM0311_ROD/PIPE-DEPTH: 8.5 meters
 MM0311
 MM0311  HISTORY     - Date     Condition        Report By
 MM0311  HISTORY     - 1986     MONUMENTED       NGS
 MM0311  HISTORY     - 19890713 GOOD             NGS
 MM0311  HISTORY     - 20080722 GOOD             INDIV
 MM0311  HISTORY     - 20160531 GOOD             INDIV
 MM0311
 MM0311                          STATION DESCRIPTION
 MM0311
 MM0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0311'4.3 KM (2.7 MI) EAST FROM HERSHEY.
 MM0311'4.36 KM (2.73 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0311'HIGHWAY 56 C AT HERSHEY, AT THE T JUNCTION AND AN OFFSET IN THE RIGHT
 MM0311'OF WAY FENCE, 22.2 METERS (73 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0311'65.8 METERS (216 FT) EAST OF THE CENTER OF A PRIVATE DRIVEWAY,
 MM0311'46.9 METERS (154 FT) WEST-SOUTHWEST OF MILEPOST 167, 0.6 METER (2 FT)
 MM0311'NORTH OF A METAL BRACED T JUNCTION FENCE POST,  AND 0.6 METER (2 FT)
 MM0311'WEST OF THE SOUTH 1 OF 2 CONCRETE RIGHT OF WAY MARKERS.  NOTE--ACCESS
 MM0311'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0311'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0311'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 MM0311
 MM0311                          STATION RECOVERY (1989)
 MM0311
 MM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0311'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST OF NORTH PLATTE,
 MM0311'4.4 KM (2.75 MI) EAST OF HERSHEY, ALONG THE RIGHT-OF-WAY OF U.S.
 MM0311'HIGHWAY 30.  OWNERSHIP--NE DEPT OF ROADS.
 MM0311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S.
 MM0311'HIGHWAY 30 ON THE NORTH SIDE OF NORTH PLATTE, GO WEST ON U.S. HIGHWAY
 MM0311'30 FOR 16.6 KM (10.30 MI) TO THE STATION ON THE LEFT AT A SLIGHT
 MM0311'OFFSET IN THE RIGHT-OF-WAY FENCELINE.
 MM0311'THE STATION MARK IS A NGS DATUM CAP CRIMPED TO THE TOP OF A STAINLESS
 MM0311'STEEL ROD INSIDE A 25 CM NGS LOGO COVER STAMPED ---M 424 1986--- AND
 MM0311'SET 45.7 M (149.9 FT) SOUTHWEST OF HIGHWAY MILEPOST NUMBER --167--,
 MM0311'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.31 M
 MM0311'(1.0 FT) NORTH OF A FENCELINE, 0.31 M (1.0 FT) WEST OF THE FENCELINE
 MM0311'OFFSET, 0.31 M (1.0 FT) EAST OF A WITNESS POST AND O.61 M BELOW THE
 MM0311'LEVEL OF THE HIGHWAY.
 MM0311'DESCRIBED BY G.F.SMITH, EDITED BY R.D.BALL AND E.A.RICE.
 MM0311
 MM0311                          STATION RECOVERY (2008)
 MM0311
 MM0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DRR)
 MM0311'RECOVERED IN GOOD CONDITION.
 MM0311
 MM0311                          STATION RECOVERY (2016)
 MM0311
 MM0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0311'MARK IS UNDER 2 POWER LINES WITH A CEADAR TREE TOO CLOSE, NOT
 MM0311'RECOMMENDED FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0983 ***********************************************************************
 LH0983  DESIGNATION -  M 425
 LH0983  PID         -  LH0983
 LH0983  STATE/COUNTY-  NE/GOSPER
 LH0983  COUNTRY     -  US
 LH0983  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0983
 LH0983                         *CURRENT SURVEY CONTROL
 LH0983  ______________________________________________________________________
 LH0983* NAD 83(1986) POSITION- 40 38 14.     (N) 099 49 58.     (W)   SCALED
 LH0983* NAVD 88 ORTHO HEIGHT -   760.428 (meters)     2494.84  (feet) ADJUSTED
 LH0983  ______________________________________________________________________
 LH0983  GEOID HEIGHT    -        -24.117 (meters)                     GEOID18
 LH0983  DYNAMIC HEIGHT  -        759.953 (meters)     2493.28  (feet) COMP
 LH0983  MODELED GRAVITY -    979,974.4   (mgal)                       NAVD 88
 LH0983
 LH0983  VERT ORDER      -  FIRST     CLASS II
 LH0983
 LH0983.The horizontal coordinates were scaled from a map and have
 LH0983.an estimated accuracy of +/- 6 seconds.
 LH0983
 LH0983.The orthometric height was determined by differential leveling and
 LH0983.adjusted by the NATIONAL GEODETIC SURVEY
 LH0983.in June 1991.
 LH0983
 LH0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0983.GEOID18 height accuracy estimate available here.
 LH0983
 LH0983.Click photographs - Photos may exist for this station.
 LH0983
 LH0983.The dynamic height is computed by dividing the NAVD 88
 LH0983.geopotential number by the normal gravity value computed on the
 LH0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0983.degrees latitude (g = 980.6199 gals.).
 LH0983
 LH0983.The modeled gravity was interpolated from observed gravity values.
 LH0983
 LH0983;                    North         East    Units  Estimated Accuracy
 LH0983;SPC NE       -    89,270.      514,140.      MT  (+/- 180 meters Scaled)
 LH0983
 LH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK295988(NAD 83)
 LH0983
 LH0983                          SUPERSEDED SURVEY CONTROL
 LH0983
 LH0983  NGVD 29 (02/14/92)  760.128  (m)         2493.85   (f) ADJUSTED    1 2
 LH0983
 LH0983.Superseded values are not recommended for survey control.
 LH0983
 LH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0983.See file dsdata.pdf to determine how the superseded data were derived.
 LH0983
 LH0983_MARKER: I = METAL ROD
 LH0983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0983_STAMPING: M 425 1986
 LH0983_MARK LOGO: NGS
 LH0983_PROJECTION: FLUSH
 LH0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0983_ROD/PIPE-DEPTH: 18.2 meters
 LH0983
 LH0983  HISTORY     - Date     Condition        Report By
 LH0983  HISTORY     - 1986     MONUMENTED       NGS
 LH0983
 LH0983                          STATION DESCRIPTION
 LH0983
 LH0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0983'6.2 KM (3.85 MI) NORTH FROM ELWOOD.
 LH0983'6.24 KM (3.90 MI) NORTH ALONG US HIGHWAY 287 FROM THE COUNTY
 LH0983'COURTHOUSE AT ELWOOD, 0.30 KM (0.18 MI) SOUTH OF THE BRIDGE OVER PLUM
 LH0983'CREEK, 0.14 KM (0.08 MI) SOUTH OF MILEPOST 45, 29.7 METERS (97.5 FT)
 LH0983'WEST OF THE HIGHWAY CENTERLINE, 21.9 METERS (72 FT) SOUTHWEST OF THE
 LH0983'SOUTHWEST CORNER OF THE WEST HEADWALL OF A 7 BY 7 FOOT BOX CULVERT,
 LH0983'12.3 METERS (40.5 FT) SOUTH OF A FENCE CORNER AND 0.3 METER (1 FT)
 LH0983'EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LH0983'LOGO CAP.
 LH0983'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0983'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0353 ***********************************************************************
 LJ0353  DESIGNATION -  M 426
 LJ0353  PID         -  LJ0353
 LJ0353  STATE/COUNTY-  NE/DAWSON
 LJ0353  COUNTRY     -  US
 LJ0353  USGS QUAD   -  GOTHENBURG (2017)
 LJ0353
 LJ0353                         *CURRENT SURVEY CONTROL
 LJ0353  ______________________________________________________________________
 LJ0353* NAD 83(1986) POSITION- 40 55 41.     (N) 100 09 58.     (W)   SCALED
 LJ0353* NAVD 88 ORTHO HEIGHT -   783.398 (meters)     2570.20  (feet) ADJUSTED
 LJ0353  ______________________________________________________________________
 LJ0353  GEOID HEIGHT    -        -23.093 (meters)                     GEOID18
 LJ0353  DYNAMIC HEIGHT  -        782.938 (meters)     2568.69  (feet) COMP
 LJ0353  MODELED GRAVITY -    980,011.2   (mgal)                       NAVD 88
 LJ0353
 LJ0353  VERT ORDER      -  FIRST     CLASS II
 LJ0353
 LJ0353.The horizontal coordinates were scaled from a map and have
 LJ0353.an estimated accuracy of +/- 6 seconds.
 LJ0353
 LJ0353.The orthometric height was determined by differential leveling and
 LJ0353.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0353.in June 1991.
 LJ0353
 LJ0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0353.GEOID18 height accuracy estimate available here.
 LJ0353
 LJ0353.Click photographs - Photos may exist for this station.
 LJ0353
 LJ0353.The dynamic height is computed by dividing the NAVD 88
 LJ0353.geopotential number by the normal gravity value computed on the
 LJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0353.degrees latitude (g = 980.6199 gals.).
 LJ0353
 LJ0353.The modeled gravity was interpolated from observed gravity values.
 LJ0353
 LJ0353;                    North         East    Units  Estimated Accuracy
 LJ0353;SPC NE       -   121,560.      486,010.      MT  (+/- 180 meters Scaled)
 LJ0353
 LJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018314(NAD 83)
 LJ0353
 LJ0353                          SUPERSEDED SURVEY CONTROL
 LJ0353
 LJ0353  NGVD 29 (02/14/92)  783.093  (m)         2569.20   (f) ADJUSTED    1 2
 LJ0353
 LJ0353.Superseded values are not recommended for survey control.
 LJ0353
 LJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0353.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0353
 LJ0353_MARKER: DV = VERTICAL CONTROL DISK
 LJ0353_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LJ0353_SP_SET: GRAIN ELEVATOR
 LJ0353_STAMPING: M 426 1986
 LJ0353_MARK LOGO: NGS
 LJ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LJ0353+STABILITY: POSITION/ELEVATION WELL
 LJ0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0353+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 LJ0353
 LJ0353  HISTORY     - Date     Condition        Report By
 LJ0353  HISTORY     - 1986     MONUMENTED       NGS
 LJ0353  HISTORY     - 20100901 GOOD             NEGS
 LJ0353
 LJ0353                          STATION DESCRIPTION
 LJ0353
 LJ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0353'0.3 KM (0.2 MI) NW FROM GOTHENBURG.
 LJ0353'0.32 KM (0.20 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF
 LJ0353'STATE HIGHWAY 47 AT GOTHENBURG, VERTICALLY IN THE NORTHEAST FACE OF
 LJ0353'THE NORTH SILO OF THE MIDDLE 1 OF 3 ELEVATORS OF THE FARM-LAND SERVICE
 LJ0353'CO-OP, 30.1 METERS (99 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.3
 LJ0353'METERS (40.5 FT) SOUTH OF THE SOUTH CORNER OF THE NORTHWEST 1 OF 2
 LJ0353'TRUCK SCALE PLATFORMS AND 0.7 METER (2.5 FT) NORTHWEST OF THE
 LJ0353'NORTHWEST EDGE OF A COVERED WINDOW.
 LJ0353'THE MARK IS 1.5 M ABOVE THE GROUND.
 LJ0353
 LJ0353                          STATION RECOVERY (2010)
 LJ0353
 LJ0353'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2129 ***********************************************************************
 MK2129  DESIGNATION -  M 428
 MK2129  PID         -  MK2129
 MK2129  STATE/COUNTY-  NE/DOUGLAS
 MK2129  COUNTRY     -  US
 MK2129  USGS QUAD   -  RALSTON (2017)
 MK2129
 MK2129                         *CURRENT SURVEY CONTROL
 MK2129  ______________________________________________________________________
 MK2129* NAD 83(1986) POSITION- 41 14 03.     (N) 096 05 13.     (W)   SCALED
 MK2129* NAVD 88 ORTHO HEIGHT -   332.332 (meters)     1090.33  (feet) ADJUSTED
 MK2129  ______________________________________________________________________
 MK2129  GEOID HEIGHT    -        -27.269 (meters)                     GEOID18
 MK2129  DYNAMIC HEIGHT  -        332.192 (meters)     1089.87  (feet) COMP
 MK2129  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 MK2129
 MK2129  VERT ORDER      -  FIRST     CLASS II
 MK2129
 MK2129.The horizontal coordinates were scaled from a map and have
 MK2129.an estimated accuracy of +/- 6 seconds.
 MK2129
 MK2129.The orthometric height was determined by differential leveling and
 MK2129.adjusted by the NATIONAL GEODETIC SURVEY
 MK2129.in June 1991.
 MK2129
 MK2129.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2129.GEOID18 height accuracy estimate available here.
 MK2129
 MK2129.Click photographs - Photos may exist for this station.
 MK2129
 MK2129.The dynamic height is computed by dividing the NAVD 88
 MK2129.geopotential number by the normal gravity value computed on the
 MK2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2129.degrees latitude (g = 980.6199 gals.).
 MK2129
 MK2129.The modeled gravity was interpolated from observed gravity values.
 MK2129
 MK2129;                    North         East    Units  Estimated Accuracy
 MK2129;SPC NE       -   162,950.      827,840.      MT  (+/- 180 meters Scaled)
 MK2129
 MK2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441688(NAD 83)
 MK2129
 MK2129                          SUPERSEDED SURVEY CONTROL
 MK2129
 MK2129.No superseded survey control is available for this station.
 MK2129
 MK2129_MARKER: DV = VERTICAL CONTROL DISK
 MK2129_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2129_SP_SET: PIER
 MK2129_STAMPING: M 428 1989
 MK2129_MARK LOGO: NGS
 MK2129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MK2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2129+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2129
 MK2129  HISTORY     - Date     Condition        Report By
 MK2129  HISTORY     - 1989     MONUMENTED       NGS
 MK2129
 MK2129                          STATION DESCRIPTION
 MK2129
 MK2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2129'IN OMAHA, AT THE INTERSECTION OF WEST CENTER STREET AND INTERSTATE
 MK2129'HIGHWAY 680, SET VERTICALLY IN THE WEST FACE OF THE MOST WERTERLY 1
 MK2129'OF 3 COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 MK2129'SOUTHBOUND HIGHWAY OVERPASS OF THE STREET, 7.9 M (25.9 FT) NORTH OF
 MK2129'THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 4.8 M (15.7 FT)
 MK2129'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.5 M
 MK2129'(4.9 FT) ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1368 ***********************************************************************
 MJ1368  DESIGNATION -  M 429
 MJ1368  PID         -  MJ1368
 MJ1368  STATE/COUNTY-  NE/DOUGLAS
 MJ1368  COUNTRY     -  US
 MJ1368  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1368
 MJ1368                         *CURRENT SURVEY CONTROL
 MJ1368  ______________________________________________________________________
 MJ1368* NAD 83(1986) POSITION- 41 16 04.     (N) 095 57 06.     (W)   SCALED
 MJ1368* NAVD 88 ORTHO HEIGHT -   326.213 (meters)     1070.25  (feet) ADJUSTED
 MJ1368  ______________________________________________________________________
 MJ1368  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 MJ1368  DYNAMIC HEIGHT  -        326.075 (meters)     1069.80  (feet) COMP
 MJ1368  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 MJ1368
 MJ1368  VERT ORDER      -  FIRST     CLASS II
 MJ1368
 MJ1368.The horizontal coordinates were scaled from a map and have
 MJ1368.an estimated accuracy of +/- 6 seconds.
 MJ1368
 MJ1368.The orthometric height was determined by differential leveling and
 MJ1368.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1368.in June 1991.
 MJ1368
 MJ1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1368.GEOID18 height accuracy estimate available here.
 MJ1368
 MJ1368.Click photographs - Photos may exist for this station.
 MJ1368
 MJ1368.The dynamic height is computed by dividing the NAVD 88
 MJ1368.geopotential number by the normal gravity value computed on the
 MJ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1368.degrees latitude (g = 980.6199 gals.).
 MJ1368
 MJ1368.The modeled gravity was interpolated from observed gravity values.
 MJ1368
 MJ1368;                    North         East    Units  Estimated Accuracy
 MJ1368;SPC NE       -   167,200.      838,990.      MT  (+/- 180 meters Scaled)
 MJ1368
 MJ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF527726(NAD 83)
 MJ1368
 MJ1368                          SUPERSEDED SURVEY CONTROL
 MJ1368
 MJ1368.No superseded survey control is available for this station.
 MJ1368
 MJ1368_MARKER: I = METAL ROD
 MJ1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1368_STAMPING: M 429 1989
 MJ1368_MARK LOGO: NGS
 MJ1368_PROJECTION: FLUSH
 MJ1368_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1368+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1368_ROD/PIPE-DEPTH: 12.7 meters
 MJ1368
 MJ1368  HISTORY     - Date     Condition        Report By
 MJ1368  HISTORY     - 1989     MONUMENTED       NGS
 MJ1368
 MJ1368                          STATION DESCRIPTION
 MJ1368
 MJ1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1368'IN OMAHA, AT THE INTERSECTION OF CUMING AND 27TH STREETS, 20.6 M
 MJ1368'(67.6 FT) EAST OF THE SOUTHEAST CORNER OF THE NORTHBOUND INTERSTATE
 MJ1368'HIGHWAY 480 OVERPASS, 20.5 M (67.3 FT) SOUTH OF THE CENTER OF CUMING
 MJ1368'STREET, 10.1 M (33.1 FT) WEST OF THE CENTERLINE OF 27TH STREET, 0.6 M
 MJ1368'(2.0 FT) ABOVE THE LEVEL OF 27TH STREET, AND 0.2 M (0.7 FT) NORTH OF
 MJ1368'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MJ1368'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0530 ***********************************************************************
 NO0530  DESIGNATION -  M 431
 NO0530  PID         -  NO0530
 NO0530  STATE/COUNTY-  NE/CHERRY
 NO0530  COUNTRY     -  US
 NO0530  USGS QUAD   -  ELL LAKE (2017)
 NO0530
 NO0530                         *CURRENT SURVEY CONTROL
 NO0530  ______________________________________________________________________
 NO0530* NAD 83(1986) POSITION- 42 39 10.60   (N) 100 34 33.99   (W)   HD_HELD1
 NO0530* NAVD 88 ORTHO HEIGHT -   878.755 (meters)     2883.05  (feet) ADJUSTED
 NO0530  ______________________________________________________________________
 NO0530  GEOID HEIGHT    -        -21.564 (meters)                     GEOID18
 NO0530  DYNAMIC HEIGHT  -        878.363 (meters)     2881.76  (feet) COMP
 NO0530  MODELED GRAVITY -    980,145.4   (mgal)                       NAVD 88
 NO0530
 NO0530  VERT ORDER      -  FIRST     CLASS II
 NO0530
 NO0530.The horizontal coordinates were determined by differentially corrected
 NO0530.hand held GPS observations or other comparable positioning techniques
 NO0530.and have an estimated accuracy of +/- 3 meters.
 NO0530
 NO0530.The orthometric height was determined by differential leveling and
 NO0530.adjusted by the NATIONAL GEODETIC SURVEY
 NO0530.in June 1994.
 NO0530
 NO0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0530.GEOID18 height accuracy estimate available here.
 NO0530
 NO0530.Click photographs - Photos may exist for this station.
 NO0530
 NO0530.The dynamic height is computed by dividing the NAVD 88
 NO0530.geopotential number by the normal gravity value computed on the
 NO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0530.degrees latitude (g = 980.6199 gals.).
 NO0530
 NO0530.The modeled gravity was interpolated from observed gravity values.
 NO0530
 NO0530;                    North         East    Units  Estimated Accuracy
 NO0530;SPC NE       -   313,227.3     452,767.0     MT  (+/- 3 meters HH1 GPS) 
 NO0530
 NO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7081123480(NAD 83)
 NO0530
 NO0530                          SUPERSEDED SURVEY CONTROL
 NO0530
 NO0530  NGVD 29 (02/14/92)  878.454  (m)         2882.06   (f) ADJUSTED    1 2
 NO0530
 NO0530.Superseded values are not recommended for survey control.
 NO0530
 NO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0530.See file dsdata.pdf to determine how the superseded data were derived.
 NO0530
 NO0530_MARKER: F = FLANGE-ENCASED ROD
 NO0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0530_STAMPING: M 431 1991
 NO0530_MARK LOGO: NGS
 NO0530_PROJECTION: RECESSED 18 CENTIMETERS
 NO0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0530+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2020
 NO0530_ROD/PIPE-DEPTH: 14.5 meters
 NO0530
 NO0530  HISTORY     - Date     Condition        Report By
 NO0530  HISTORY     - 1991     MONUMENTED       NGS
 NO0530  HISTORY     - 20200716 GOOD             NEGS
 NO0530
 NO0530                          STATION DESCRIPTION
 NO0530
 NO0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0530'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0530'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 3.2 KM (2.00 MI) WESTERLY
 NO0530'ALONG STATE HIGHWAY SPUR 16B, 14.9 M (48.9 FT) NORTH OF AND LEVEL
 NO0530'WITH THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) SOUTH-SOUTHWEST OF
 NO0530'UTILITY POLE NUMBER 208 WITH A GUY CABLE, 6.9 M (22.6 FT) WEST OF A
 NO0530'UTILITY BRACE POLE WITH A GUY CABLE, 2.0 M (6.6 FT) BELOW THE LEVEL
 NO0530'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 NO0530'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0530
 NO0530                          STATION RECOVERY (2020)
 NO0530
 NO0530'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 NO0530'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 83
 NO0530'(APPROXIMATELY 5 MI (8.0 KM) SOUTHEAST OF VALENTINE, NE), GO SOUTHERLY
 NO0530'ON U.S. HIGHWAY 83 FOR 11.40 MI (18.34 KM) TO THE INTERSECTION OF U.S.
 NO0530'HIGHWAY 83 AND STATE SPUR 16B.  TURN RIGHT AND GO WEST FOR 2.07 MI
 NO0530'(3.33 KM) ON SPUR 16B TO THE BENCH MARK ON THE RIGHT (NORTH).
 NO0530'
 NO0530'THE MARK IS 22.6 FT (6.9 M) WEST OF A UTILITY BRACE POLE WITH GUY
 NO0530'WIRE, 1.0 FT (0.3 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST IN AN
 NO0530'E-W FENCE LINE, 38.7 FT (11.8 M) SOUTH-SOUTHWEST OF A UTILITY POLE
 NO0530'WITH A GUY WIRE AND 49.0 FT (14.9 M) NORTH OF THE CENTERLINE OF SPUR
 NO0530'16B.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0553 ***********************************************************************
 NO0553  DESIGNATION -  M 432
 NO0553  PID         -  NO0553
 NO0553  STATE/COUNTY-  NE/CHERRY
 NO0553  COUNTRY     -  US
 NO0553  USGS QUAD   -  BRUSH HILL (2017)
 NO0553
 NO0553                         *CURRENT SURVEY CONTROL
 NO0553  ______________________________________________________________________
 NO0553* NAD 83(1986) POSITION- 42 25 51.     (N) 101 00 49.     (W)   SCALED
 NO0553* NAVD 88 ORTHO HEIGHT -   955.125 (meters)     3133.61  (feet) ADJUSTED
 NO0553  ______________________________________________________________________
 NO0553  GEOID HEIGHT    -        -20.467 (meters)                     GEOID18
 NO0553  DYNAMIC HEIGHT  -        954.679 (meters)     3132.14  (feet) COMP
 NO0553  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 NO0553
 NO0553  VERT ORDER      -  FIRST     CLASS II
 NO0553
 NO0553.The horizontal coordinates were scaled from a map and have
 NO0553.an estimated accuracy of +/- 6 seconds.
 NO0553
 NO0553.The orthometric height was determined by differential leveling and
 NO0553.adjusted by the NATIONAL GEODETIC SURVEY
 NO0553.in June 1994.
 NO0553
 NO0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0553.GEOID18 height accuracy estimate available here.
 NO0553
 NO0553.Click photographs - Photos may exist for this station.
 NO0553
 NO0553.The dynamic height is computed by dividing the NAVD 88
 NO0553.geopotential number by the normal gravity value computed on the
 NO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0553.degrees latitude (g = 980.6199 gals.).
 NO0553
 NO0553.The modeled gravity was interpolated from observed gravity values.
 NO0553
 NO0553;                    North         East    Units  Estimated Accuracy
 NO0553;SPC NE       -   288,890.      416,610.      MT  (+/- 180 meters Scaled)
 NO0553
 NO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM343995(NAD 83)
 NO0553
 NO0553                          SUPERSEDED SURVEY CONTROL
 NO0553
 NO0553  NGVD 29 (02/14/92)  954.833  (m)         3132.65   (f) ADJUSTED    1 2
 NO0553
 NO0553.Superseded values are not recommended for survey control.
 NO0553
 NO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0553.See file dsdata.pdf to determine how the superseded data were derived.
 NO0553
 NO0553_MARKER: I = METAL ROD
 NO0553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0553_STAMPING: M 432 1991
 NO0553_MARK LOGO: NGS
 NO0553_PROJECTION: FLUSH
 NO0553_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0553+STABILITY: POSITION/ELEVATION WELL
 NO0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0553+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0553_ROD/PIPE-DEPTH: 11.1 meters
 NO0553_SLEEVE-DEPTH  : 7.9 meters
 NO0553
 NO0553  HISTORY     - Date     Condition        Report By
 NO0553  HISTORY     - 1991     MONUMENTED       NGS
 NO0553
 NO0553                          STATION DESCRIPTION
 NO0553
 NO0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0553'45.4 KM (28.20 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0553'OF STATE HIGHWAY 2 IN MULLEN, 111.0 M (364.2 FT) SOUTH OF THE
 NO0553'EXTENDED CENTER OF THE SHERMAN RANCH ENTRANCE ROAD, 25.9 M (85.0 FT)
 NO0553'NORTH OF THE CENTER OF A FIELD ENTRANCE, 18.5 M (60.7 FT) WEST OF THE
 NO0553'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE,
 NO0553'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 NO0553'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0519 ***********************************************************************
 MM0519  DESIGNATION -  M 433
 MM0519  PID         -  MM0519
 MM0519  STATE/COUNTY-  NE/HOOKER
 MM0519  COUNTRY     -  US
 MM0519  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0519
 MM0519                         *CURRENT SURVEY CONTROL
 MM0519  ______________________________________________________________________
 MM0519* NAD 83(1986) POSITION- 41 53 57.9    (N) 101 02 53.0    (W)   HD_HELD2
 MM0519* NAVD 88 ORTHO HEIGHT -   989.619 (meters)     3246.78  (feet) ADJUSTED
 MM0519  ______________________________________________________________________
 MM0519  GEOID HEIGHT    -        -20.670 (meters)                     GEOID18
 MM0519  DYNAMIC HEIGHT  -        989.091 (meters)     3245.04  (feet) COMP
 MM0519  MODELED GRAVITY -    980,054.1   (mgal)                       NAVD 88
 MM0519
 MM0519  VERT ORDER      -  FIRST     CLASS II
 MM0519
 MM0519.The horizontal coordinates were established by autonomous hand held GPS
 MM0519.observations and have an estimated accuracy of +/- 10 meters.
 MM0519
 MM0519.The orthometric height was determined by differential leveling and
 MM0519.adjusted by the NATIONAL GEODETIC SURVEY
 MM0519.in June 1994.
 MM0519
 MM0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0519.GEOID18 height accuracy estimate available here.
 MM0519
 MM0519.Click photographs - Photos may exist for this station.
 MM0519
 MM0519.The dynamic height is computed by dividing the NAVD 88
 MM0519.geopotential number by the normal gravity value computed on the
 MM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0519.degrees latitude (g = 980.6199 gals.).
 MM0519
 MM0519.The modeled gravity was interpolated from observed gravity values.
 MM0519
 MM0519;                    North         East    Units  Estimated Accuracy
 MM0519;SPC NE       -   229,916.      413,061.      MT  (+/- 10 meters HH2 GPS)
 MM0519
 MM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3011440636(NAD 83)
 MM0519
 MM0519                          SUPERSEDED SURVEY CONTROL
 MM0519
 MM0519  NGVD 29 (02/14/92)  989.302  (m)         3245.74   (f) ADJUSTED    1 2
 MM0519
 MM0519.Superseded values are not recommended for survey control.
 MM0519
 MM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0519.See file dsdata.pdf to determine how the superseded data were derived.
 MM0519
 MM0519_MARKER: F = FLANGE-ENCASED ROD
 MM0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0519_STAMPING: M 433 1991
 MM0519_MARK LOGO: NGS
 MM0519_PROJECTION: FLUSH
 MM0519_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0519+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 MM0519_ROD/PIPE-DEPTH: 22.9 meters
 MM0519
 MM0519  HISTORY     - Date     Condition        Report By
 MM0519  HISTORY     - 1991     MONUMENTED       NGS
 MM0519  HISTORY     - 20150325 GOOD             INDIV
 MM0519
 MM0519                          STATION DESCRIPTION
 MM0519
 MM0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0519'16.2 KM (10.05 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0519'OF STATE HIGHWAY 2 IN MULLEN, 15.3 M (50.2 FT) SOUTH OF THE CENTER OF
 MM0519'A DRIVEWAY, 11.3 M (37.1 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 MM0519'CENTERLINE, 9.1 M (29.9 FT) SOUTH OF A FENCE CORNER, AND 0.3 M (1.0
 MM0519'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0519'POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0519
 MM0519                          STATION RECOVERY (2015)
 MM0519
 MM0519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 MM0519'RECOVERED AS DESCRIBED, AT MILE MARKER 56+97 OF HWY 97. GPSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0544 ***********************************************************************
 MM0544  DESIGNATION -  M 434
 MM0544  PID         -  MM0544
 MM0544  STATE/COUNTY-  NE/LINCOLN
 MM0544  COUNTRY     -  US
 MM0544  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0544
 MM0544                         *CURRENT SURVEY CONTROL
 MM0544  ______________________________________________________________________
 MM0544* NAD 83(1986) POSITION- 41 17 06.     (N) 100 50 50.     (W)   SCALED
 MM0544* NAVD 88 ORTHO HEIGHT -   910.256 (meters)     2986.40  (feet) ADJUSTED
 MM0544  ______________________________________________________________________
 MM0544  GEOID HEIGHT    -        -21.991 (meters)                     GEOID18
 MM0544  DYNAMIC HEIGHT  -        909.715 (meters)     2984.62  (feet) COMP
 MM0544  MODELED GRAVITY -    979,999.1   (mgal)                       NAVD 88
 MM0544
 MM0544  VERT ORDER      -  FIRST     CLASS II
 MM0544
 MM0544.The horizontal coordinates were scaled from a map and have
 MM0544.an estimated accuracy of +/- 6 seconds.
 MM0544
 MM0544.The orthometric height was determined by differential leveling and
 MM0544.adjusted by the NATIONAL GEODETIC SURVEY
 MM0544.in June 1994.
 MM0544
 MM0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0544.GEOID18 height accuracy estimate available here.
 MM0544
 MM0544.Click photographs - Photos may exist for this station.
 MM0544
 MM0544.The dynamic height is computed by dividing the NAVD 88
 MM0544.geopotential number by the normal gravity value computed on the
 MM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0544.degrees latitude (g = 980.6199 gals.).
 MM0544
 MM0544.The modeled gravity was interpolated from observed gravity values.
 MM0544
 MM0544;                    North         East    Units  Estimated Accuracy
 MM0544;SPC NE       -   161,520.      429,050.      MT  (+/- 180 meters Scaled)
 MM0544
 MM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL453720(NAD 83)
 MM0544
 MM0544                          SUPERSEDED SURVEY CONTROL
 MM0544
 MM0544  NGVD 29 (02/14/92)  909.897  (m)         2985.22   (f) ADJUSTED    1 2
 MM0544
 MM0544.Superseded values are not recommended for survey control.
 MM0544
 MM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0544.See file dsdata.pdf to determine how the superseded data were derived.
 MM0544
 MM0544_MARKER: I = METAL ROD
 MM0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0544_STAMPING: M 434 1991
 MM0544_MARK LOGO: NGS
 MM0544_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0544_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0544+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0544_ROD/PIPE-DEPTH: 18.1 meters
 MM0544
 MM0544  HISTORY     - Date     Condition        Report By
 MM0544  HISTORY     - 1991     MONUMENTED       NGS
 MM0544
 MM0544                          STATION DESCRIPTION
 MM0544
 MM0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0544'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0544'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0544'13.3 KM (8.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 57.2 M (187.7
 MM0544'FT) WEST OF THE HIGHWAY CENTERLINE, 10.5 M (34.4 FT) SOUTH OF THE
 MM0544'CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 MM0544'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MM0544'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1447 ***********************************************************************
 LH1447  DESIGNATION -  M 435
 LH1447  PID         -  LH1447
 LH1447  STATE/COUNTY-  NE/BUFFALO
 LH1447  COUNTRY     -  US
 LH1447  USGS QUAD   -  KEARNEY (2017)
 LH1447
 LH1447                         *CURRENT SURVEY CONTROL
 LH1447  ______________________________________________________________________
 LH1447* NAD 83(1986) POSITION- 40 42 07.     (N) 099 03 45.     (W)   SCALED
 LH1447* NAVD 88 ORTHO HEIGHT -   655.213 (meters)     2149.64  (feet) ADJUSTED
 LH1447  ______________________________________________________________________
 LH1447  GEOID HEIGHT    -        -24.455 (meters)                     GEOID18
 LH1447  DYNAMIC HEIGHT  -        654.843 (meters)     2148.43  (feet) COMP
 LH1447  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 LH1447
 LH1447  VERT ORDER      -  FIRST     CLASS II
 LH1447
 LH1447.The horizontal coordinates were scaled from a map and have
 LH1447.an estimated accuracy of +/- 6 seconds.
 LH1447
 LH1447.The orthometric height was determined by differential leveling and
 LH1447.adjusted by the NATIONAL GEODETIC SURVEY
 LH1447.in May 1993.
 LH1447
 LH1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1447.GEOID18 height accuracy estimate available here.
 LH1447
 LH1447.Click photographs - Photos may exist for this station.
 LH1447
 LH1447.The dynamic height is computed by dividing the NAVD 88
 LH1447.geopotential number by the normal gravity value computed on the
 LH1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1447.degrees latitude (g = 980.6199 gals.).
 LH1447
 LH1447.The modeled gravity was interpolated from observed gravity values.
 LH1447
 LH1447;                    North         East    Units  Estimated Accuracy
 LH1447;SPC NE       -    96,870.      579,210.      MT  (+/- 180 meters Scaled)
 LH1447
 LH1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML947056(NAD 83)
 LH1447
 LH1447                          SUPERSEDED SURVEY CONTROL
 LH1447
 LH1447  NGVD 29 (02/14/92)  654.951  (m)         2148.79   (f) ADJUSTED    1 2
 LH1447
 LH1447.Superseded values are not recommended for survey control.
 LH1447
 LH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1447.See file dsdata.pdf to determine how the superseded data were derived.
 LH1447
 LH1447_MARKER: DV = VERTICAL CONTROL DISK
 LH1447_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1447_SP_SET: WALL
 LH1447_STAMPING: M 435 1991
 LH1447_MARK LOGO: NGS
 LH1447_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1447+STABILITY: POSITION/ELEVATION WELL
 LH1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1447+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1447
 LH1447  HISTORY     - Date     Condition        Report By
 LH1447  HISTORY     - 1991     MONUMENTED       NGS
 LH1447  HISTORY     - 20050308 GOOD             NEDR
 LH1447
 LH1447                          STATION DESCRIPTION
 LH1447
 LH1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1447'IN KEARNEY, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE WALL OF A
 LH1447'TRUCK DUMP AT THE PEAVEY GRAIN COMPANY AT 2610 GRAND AVENUE, 72.0 M
 LH1447'(236.2 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 1.4 M (4.6 FT)
 LH1447'ABOVE THE GROUND SURFACE, AND 0.9 M (3.0 FT) EAST OF THE EAST EDGE OF
 LH1447'AN ENTRANCE TO THE DUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH1447'PEAVY GRAIN COMPANY, CONTACT--RICK SORENSEN, MANAGER, 2610 GRAND
 LH1447'AVENUE, KEARNEY, NE 68847, TELEPHONE NUMBER (303) 237-5700.
 LH1447
 LH1447                          STATION RECOVERY (2005)
 LH1447
 LH1447'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1472 ***********************************************************************
 LH1472  DESIGNATION -  M 436
 LH1472  PID         -  LH1472
 LH1472  STATE/COUNTY-  NE/ADAMS
 LH1472  COUNTRY     -  US
 LH1472  USGS QUAD   -  HASTINGS WEST (2017)
 LH1472
 LH1472                         *CURRENT SURVEY CONTROL
 LH1472  ______________________________________________________________________
 LH1472* NAD 83(1986) POSITION- 40 35 27.5    (N) 098 24 09.4    (W)   HD_HELD2
 LH1472* NAVD 88 ORTHO HEIGHT -   591.497 (meters)     1940.60  (feet) ADJUSTED
 LH1472  ______________________________________________________________________
 LH1472  GEOID HEIGHT    -        -25.289 (meters)                     GEOID18
 LH1472  DYNAMIC HEIGHT  -        591.166 (meters)     1939.52  (feet) COMP
 LH1472  MODELED GRAVITY -    980,046.4   (mgal)                       NAVD 88
 LH1472
 LH1472  VERT ORDER      -  FIRST     CLASS II
 LH1472
 LH1472.The horizontal coordinates were established by autonomous hand held GPS
 LH1472.observations and have an estimated accuracy of +/- 10 meters.
 LH1472
 LH1472.The orthometric height was determined by differential leveling and
 LH1472.adjusted by the NATIONAL GEODETIC SURVEY
 LH1472.in May 1993.
 LH1472
 LH1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1472.GEOID18 height accuracy estimate available here.
 LH1472
 LH1472.Click photographs - Photos may exist for this station.
 LH1472
 LH1472.The dynamic height is computed by dividing the NAVD 88
 LH1472.geopotential number by the normal gravity value computed on the
 LH1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1472.degrees latitude (g = 980.6199 gals.).
 LH1472
 LH1472.The modeled gravity was interpolated from observed gravity values.
 LH1472
 LH1472;                    North         East    Units  Estimated Accuracy
 LH1472;SPC NE       -    85,369.      635,187.      MT  (+/- 10 meters HH2 GPS)
 LH1472
 LH1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5055093524(NAD 83)
 LH1472
 LH1472                          SUPERSEDED SURVEY CONTROL
 LH1472
 LH1472.No superseded survey control is available for this station.
 LH1472
 LH1472_MARKER: DV = VERTICAL CONTROL DISK
 LH1472_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1472_SP_SET: BUILDING
 LH1472_STAMPING: M 436 1991
 LH1472_MARK LOGO: NGS
 LH1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1472+STABILITY: POSITION/ELEVATION WELL
 LH1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1472+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH1472
 LH1472  HISTORY     - Date     Condition        Report By
 LH1472  HISTORY     - 1991     MONUMENTED       NGS
 LH1472  HISTORY     - 1990     GOOD
 LH1472  HISTORY     - 19911029 GOOD             NGS
 LH1472  HISTORY     - 20150811 GOOD             GEOCAC
 LH1472
 LH1472                          STATION DESCRIPTION
 LH1472
 LH1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1472'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE MORTON ELEMENTARY
 LH1472'SCHOOL AT 731 NORTH BALTIMORE AVENUE, 34.9 M (114.5 FT) NORTH OF THE
 LH1472'CENTER OF BATEMAN STREET, 5.0 M (16.4 FT) SOUTH OF THE CENTER OF AN
 LH1472'ENTRANCE, 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT)
 LH1472'SOUTH OF THE NORTHWEST CORNER OF THE SOUTH WING.
 LH1472
 LH1472                          STATION RECOVERY (1990)
 LH1472
 LH1472'RECOVERED 1990
 LH1472'RECOVERED IN GOOD CONDITION.
 LH1472
 LH1472                          STATION RECOVERY (1991)
 LH1472
 LH1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1472'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE MORTON ELEMENTARY
 LH1472'SCHOOL AT 731 NORTH BALTIMORE AVENUE, 34.9 M (114.5 FT) NORTH OF THE
 LH1472'CENTER OF BATEMAN STREET, 5.0 M (16.4 FT) SOUTH OF THE CENTER OF AN
 LH1472'ENTRANCE, 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT)
 LH1472'SOUTH OF THE NORTHWEST CORNER OF THE SOUTH WING OF THE BUILDING.
 LH1472
 LH1472                          STATION RECOVERY (2015)
 LH1472
 LH1472'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1497 ***********************************************************************
 LH1497  DESIGNATION -  M 437
 LH1497  PID         -  LH1497
 LH1497  STATE/COUNTY-  NE/CLAY
 LH1497  COUNTRY     -  US
 LH1497  USGS QUAD   -  INLAND (2017)
 LH1497
 LH1497                         *CURRENT SURVEY CONTROL
 LH1497  ______________________________________________________________________
 LH1497* NAD 83(1986) POSITION- 40 34 56.     (N) 098 10 29.     (W)   SCALED
 LH1497* NAVD 88 ORTHO HEIGHT -   558.265 (meters)     1831.57  (feet) ADJUSTED
 LH1497  ______________________________________________________________________
 LH1497  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 LH1497  DYNAMIC HEIGHT  -        557.956 (meters)     1830.56  (feet) COMP
 LH1497  MODELED GRAVITY -    980,053.5   (mgal)                       NAVD 88
 LH1497
 LH1497  VERT ORDER      -  FIRST     CLASS II
 LH1497
 LH1497.The horizontal coordinates were scaled from a map and have
 LH1497.an estimated accuracy of +/- 6 seconds.
 LH1497
 LH1497.The orthometric height was determined by differential leveling and
 LH1497.adjusted by the NATIONAL GEODETIC SURVEY
 LH1497.in May 1993.
 LH1497
 LH1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1497.GEOID18 height accuracy estimate available here.
 LH1497
 LH1497.Click photographs - Photos may exist for this station.
 LH1497
 LH1497.The dynamic height is computed by dividing the NAVD 88
 LH1497.geopotential number by the normal gravity value computed on the
 LH1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1497.degrees latitude (g = 980.6199 gals.).
 LH1497
 LH1497.The modeled gravity was interpolated from observed gravity values.
 LH1497
 LH1497;                    North         East    Units  Estimated Accuracy
 LH1497;SPC NE       -    84,780.      654,490.      MT  (+/- 180 meters Scaled)
 LH1497
 LH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK698927(NAD 83)
 LH1497
 LH1497                          SUPERSEDED SURVEY CONTROL
 LH1497
 LH1497.No superseded survey control is available for this station.
 LH1497
 LH1497_MARKER: I = METAL ROD
 LH1497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1497_STAMPING: M 437 1991
 LH1497_MARK LOGO: NGS
 LH1497_PROJECTION: FLUSH
 LH1497_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1497+STABILITY: POSITION/ELEVATION WELL
 LH1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1497+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1497_ROD/PIPE-DEPTH: 14.8 meters
 LH1497_SLEEVE-DEPTH  : 7.9 meters
 LH1497
 LH1497  HISTORY     - Date     Condition        Report By
 LH1497  HISTORY     - 1991     MONUMENTED       NGS
 LH1497
 LH1497                          STATION DESCRIPTION
 LH1497
 LH1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1497'19.9 KM (12.35 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1497'OF U.S. HIGHWAY 281 IN HASTINGS, 0.8 KM (0.50 MI) WEST OF THE
 LH1497'INTERSECTION OF A GRAVELED ROAD LEADING NORTH, 181.0 M (593.8 FT)
 LH1497'WEST OF THE CENTER OF A FIELD ENTRANCE, 44.7 M (146.7 FT) SOUTH OF
 LH1497'THE HIGHWAY CENTERLINE, 3.7 M (12.1 FT) EAST OF A SIGN (CONTROLLED
 LH1497'ACCESS) AND A RIGHT-OF-WAY POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 LH1497'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 LH1497'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1307 ***********************************************************************
 LG1307  DESIGNATION -  M 438
 LG1307  PID         -  LG1307
 LG1307  STATE/COUNTY-  NE/LANCASTER
 LG1307  COUNTRY     -  US
 LG1307  USGS QUAD   -  ROCA (2017)
 LG1307
 LG1307                         *CURRENT SURVEY CONTROL
 LG1307  ______________________________________________________________________
 LG1307* NAD 83(1986) POSITION- 40 39 18.6    (N) 096 43 26.6    (W)   HD_HELD2
 LG1307* NAVD 88 ORTHO HEIGHT -   390.006 (meters)     1279.54  (feet) ADJUSTED
 LG1307  ______________________________________________________________________
 LG1307  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 LG1307  DYNAMIC HEIGHT  -        389.834 (meters)     1278.98  (feet) COMP
 LG1307  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 LG1307
 LG1307  VERT ORDER      -  FIRST     CLASS II
 LG1307
 LG1307.The horizontal coordinates were established by autonomous hand held GPS
 LG1307.observations and have an estimated accuracy of +/- 10 meters.
 LG1307
 LG1307.The orthometric height was determined by differential leveling and
 LG1307.adjusted by the NATIONAL GEODETIC SURVEY
 LG1307.in May 1993.
 LG1307
 LG1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1307.GEOID18 height accuracy estimate available here.
 LG1307
 LG1307.Click photographs - Photos may exist for this station.
 LG1307
 LG1307.The dynamic height is computed by dividing the NAVD 88
 LG1307.geopotential number by the normal gravity value computed on the
 LG1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1307.degrees latitude (g = 980.6199 gals.).
 LG1307
 LG1307.The modeled gravity was interpolated from observed gravity values.
 LG1307
 LG1307;                    North         East    Units  Estimated Accuracy
 LG1307;SPC NE       -    96,494.      776,923.      MT  (+/- 10 meters HH2 GPS)
 LG1307
 LG1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9241202968(NAD 83)
 LG1307
 LG1307                          SUPERSEDED SURVEY CONTROL
 LG1307
 LG1307.No superseded survey control is available for this station.
 LG1307
 LG1307_MARKER: I = METAL ROD
 LG1307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1307_STAMPING: M 438 1991
 LG1307_MARK LOGO: NGS
 LG1307_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1307_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1307+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1307_ROD/PIPE-DEPTH: 10.2 meters
 LG1307
 LG1307  HISTORY     - Date     Condition        Report By
 LG1307  HISTORY     - 1991     MONUMENTED       NGS
 LG1307
 LG1307                          STATION DESCRIPTION
 LG1307
 LG1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1307'14.1 KM (8.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1307'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 1.6
 LG1307'KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 33, 131.0 M (429.8 FT)
 LG1307'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.6 M (34.8 FT) EAST OF THE
 LG1307'CENTER OF SOUTHWEST 2ND STREET, 5.0 M (16.4 FT) SOUTH OF THE WEST LEG
 LG1307'OF A DOUBLE UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LG1307'STREET, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 LG1307'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1337 ***********************************************************************
 LG1337  DESIGNATION -  M 439
 LG1337  PID         -  LG1337
 LG1337  STATE/COUNTY-  NE/OTOE
 LG1337  COUNTRY     -  US
 LG1337  USGS QUAD   -  UNADILLA (2017)
 LG1337
 LG1337                         *CURRENT SURVEY CONTROL
 LG1337  ______________________________________________________________________
 LG1337* NAD 83(1986) POSITION- 40 42 44.41   (N) 096 22 07.46   (W)   HD_HELD1
 LG1337* NAVD 88 ORTHO HEIGHT -   359.623 (meters)     1179.86  (feet) ADJUSTED
 LG1337  ______________________________________________________________________
 LG1337  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 LG1337  DYNAMIC HEIGHT  -        359.464 (meters)     1179.34  (feet) COMP
 LG1337  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 LG1337
 LG1337  VERT ORDER      -  FIRST     CLASS II
 LG1337
 LG1337.The horizontal coordinates were determined by differentially corrected
 LG1337.hand held GPS observations or other comparable positioning techniques
 LG1337.and have an estimated accuracy of +/- 3 meters.
 LG1337
 LG1337.The orthometric height was determined by differential leveling and
 LG1337.adjusted by the NATIONAL GEODETIC SURVEY
 LG1337.in May 1993.
 LG1337
 LG1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1337.GEOID18 height accuracy estimate available here.
 LG1337
 LG1337.Click photographs - Photos may exist for this station.
 LG1337
 LG1337.The dynamic height is computed by dividing the NAVD 88
 LG1337.geopotential number by the normal gravity value computed on the
 LG1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1337.degrees latitude (g = 980.6199 gals.).
 LG1337
 LG1337.The modeled gravity was interpolated from observed gravity values.
 LG1337
 LG1337;                    North         East    Units  Estimated Accuracy
 LG1337;SPC NE       -   104,035.5     806,675.5     MT  (+/- 3 meters HH1 GPS) 
 LG1337
 LG1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2226410154(NAD 83)
 LG1337
 LG1337                          SUPERSEDED SURVEY CONTROL
 LG1337
 LG1337.No superseded survey control is available for this station.
 LG1337
 LG1337_MARKER: F = FLANGE-ENCASED ROD
 LG1337_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1337_STAMPING: M 439 1991
 LG1337_MARK LOGO: NGS
 LG1337_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1337+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 LG1337_ROD/PIPE-DEPTH: 12.6 meters
 LG1337_SLEEVE-DEPTH  : 0.9 meters
 LG1337
 LG1337  HISTORY     - Date     Condition        Report By
 LG1337  HISTORY     - 1991     MONUMENTED       NGS
 LG1337  HISTORY     - 19970929 GOOD             NEDR
 LG1337  HISTORY     - 20200824 GOOD             NEGS
 LG1337
 LG1337                          STATION DESCRIPTION
 LG1337
 LG1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1337'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1337'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 100.0 M (328.1
 LG1337'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.9 M (35.8 FT) WEST OF
 LG1337'THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) NORTH OF A UTILITY
 LG1337'POLE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M (1.6 FT)
 LG1337'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1337'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1337'SPECIFICATIONS FOR A CLASS A MARK.
 LG1337
 LG1337                          STATION RECOVERY (1997)
 LG1337
 LG1337'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG1337'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 2, WITH STATE
 LG1337'ROAD 66A SPUR, AT PALMYRA, GO EAST ON THE HIGHWAY FOR 1.0 MI (1.6 KM)
 LG1337'TO THE INTERSECTION OF A COUNTY ROAD AND THE MARK IN THE NORTHWEST
 LG1337'ANGLE OF THE INTERSECTION, ON COUNTY ROAD RIGHT-OF-WAY, AND IN
 LG1337'SOUTHEAST CORNER OF SECTION 26, T9R, R9E.  IT IS 100 M (328.1 FT)
 LG1337'NORTH OF THE HIGHWAY, 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF THE
 LG1337'COUNTY ROAD, 1.0 M (3.3 FT) NORTH OF A UTILITY POLE AND 0.5 M (1.6 FT)
 LG1337'SOUTH OF A WITNESS POST.  IT IS A STAINLESS STEEL ROD, WITHIN A 5-INCH
 LG1337'LOGO CAP.  THE REPORTED DEPTH OF THE ROD IS 12.6 M (41.3 FT) AND THE
 LG1337'SLEEVE DEPTH IS REPORTED AS 0.9 M (3.0 FT) .  THE MARK DOES NOT MEET
 LG1337'CLASS A SETTING SPECIFICATIONS.  ACCESS IS HAD THROUGH THE LOGO CAP.
 LG1337
 LG1337                          STATION RECOVERY (2020)
 LG1337
 LG1337'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1337'THERE ARE NOW A ROW OF THREE POWER POLES LOCATED SOUTH OF THE MARK.
 LG1337'EACH POLE HAS A LARGE TRANSFORMER.  THE MARK IS 9.7 FT (3.0 M) NORTH
 LG1337'OF THE NORTHERN MOST POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1370 ***********************************************************************
 LG1370  DESIGNATION -  M 440
 LG1370  PID         -  LG1370
 LG1370  STATE/COUNTY-  NE/LANCASTER
 LG1370  COUNTRY     -  US
 LG1370  USGS QUAD   -  LINCOLN (2017)
 LG1370
 LG1370                         *CURRENT SURVEY CONTROL
 LG1370  ______________________________________________________________________
 LG1370* NAD 83(1986) POSITION- 40 50 34.3    (N) 096 44 34.6    (W)   HD_HELD2
 LG1370* NAVD 88 ORTHO HEIGHT -   364.123 (meters)     1194.63  (feet) ADJUSTED
 LG1370  ______________________________________________________________________
 LG1370  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 LG1370  DYNAMIC HEIGHT  -        363.957 (meters)     1194.08  (feet) COMP
 LG1370  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 LG1370
 LG1370  VERT ORDER      -  FIRST     CLASS II
 LG1370
 LG1370.The horizontal coordinates were established by autonomous hand held GPS
 LG1370.observations and have an estimated accuracy of +/- 10 meters.
 LG1370
 LG1370.The orthometric height was determined by differential leveling and
 LG1370.adjusted by the NATIONAL GEODETIC SURVEY
 LG1370.in May 1993.
 LG1370
 LG1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1370.GEOID18 height accuracy estimate available here.
 LG1370
 LG1370.Click photographs - Photos may exist for this station.
 LG1370
 LG1370.The dynamic height is computed by dividing the NAVD 88
 LG1370.geopotential number by the normal gravity value computed on the
 LG1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1370.degrees latitude (g = 980.6199 gals.).
 LG1370
 LG1370.The modeled gravity was interpolated from observed gravity values.
 LG1370
 LG1370;                    North         East    Units  Estimated Accuracy
 LG1370;SPC NE       -   117,257.      774,542.      MT  (+/- 10 meters HH2 GPS)
 LG1370
 LG1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9027923765(NAD 83)
 LG1370
 LG1370                          SUPERSEDED SURVEY CONTROL
 LG1370
 LG1370.No superseded survey control is available for this station.
 LG1370
 LG1370_MARKER: DV = VERTICAL CONTROL DISK
 LG1370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1370_SP_SET: PIER
 LG1370_STAMPING: M 440 1992
 LG1370_MARK LOGO: NGS
 LG1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1370+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 LG1370
 LG1370  HISTORY     - Date     Condition        Report By
 LG1370  HISTORY     - 1992     MONUMENTED       NGS
 LG1370  HISTORY     - 20020611 GOOD             INDIV
 LG1370  HISTORY     - 20051009 GOOD             GEOCAC
 LG1370
 LG1370                          STATION DESCRIPTION
 LG1370
 LG1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1370'IN LINCOLN, AT THE INTERSECTION OF WEST ADAMS STREET, AIRPORT ROAD AND
 LG1370'THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE
 LG1370'MOST SOUTHERLY OF 5 CONCRETE COLUMNS (FIRST PIER EAST OF AIRPORT
 LG1370'ROAD) OF THE STREET OVERPASS OF THE RAILROAD AND AIRPORT ROAD, 31.4 M
 LG1370'(103.0 FT) WEST OF THE NEAR RAIL, 11.8 M (38.7 FT) SOUTH OF THE
 LG1370'CENTER OF THE STREET, 9.4 M (30.8 FT) EAST OF THE CENTER OF THE ROAD,
 LG1370'AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.
 LG1370
 LG1370                          STATION RECOVERY (2002)
 LG1370
 LG1370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FBS)
 LG1370'LEVEL LOOP BETWEEN LG1370 (M 440) AND LG1369 (H 440) HAS AN ELEVATION
 LG1370'DIFFERENCE OF ONE-HUNDRETH OF A FOOT HIGHER FOR LG1370 (M 440) THAN
 LG1370'PUBLISHED.
 LG1370
 LG1370                          STATION RECOVERY (2005)
 LG1370
 LG1370'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0584 ***********************************************************************
 NO0584  DESIGNATION -  M 441
 NO0584  PID         -  NO0584
 NO0584  STATE/COUNTY-  NE/CHERRY
 NO0584  COUNTRY     -  US
 NO0584  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0584
 NO0584                         *CURRENT SURVEY CONTROL
 NO0584  ______________________________________________________________________
 NO0584* NAD 83(1986) POSITION- 42 58 07.     (N) 100 34 23.     (W)   SCALED
 NO0584* NAVD 88 ORTHO HEIGHT -   844.809 (meters)     2771.68  (feet) ADJUSTED
 NO0584  ______________________________________________________________________
 NO0584  GEOID HEIGHT    -        -22.086 (meters)                     GEOID18
 NO0584  DYNAMIC HEIGHT  -        844.473 (meters)     2770.58  (feet) COMP
 NO0584  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 NO0584
 NO0584  VERT ORDER      -  FIRST     CLASS II
 NO0584
 NO0584.The horizontal coordinates were scaled from a map and have
 NO0584.an estimated accuracy of +/- 6 seconds.
 NO0584
 NO0584.The orthometric height was determined by differential leveling and
 NO0584.adjusted by the NATIONAL GEODETIC SURVEY
 NO0584.in June 1994.
 NO0584
 NO0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0584.GEOID18 height accuracy estimate available here.
 NO0584
 NO0584.Click photographs - Photos may exist for this station.
 NO0584
 NO0584.The dynamic height is computed by dividing the NAVD 88
 NO0584.geopotential number by the normal gravity value computed on the
 NO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0584.degrees latitude (g = 980.6199 gals.).
 NO0584
 NO0584.The modeled gravity was interpolated from observed gravity values.
 NO0584
 NO0584;                    North         East    Units  Estimated Accuracy
 NO0584;SPC NE       -   348,290.      453,250.      MT  (+/- 180 meters Scaled)
 NO0584
 NO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN717585(NAD 83)
 NO0584
 NO0584                          SUPERSEDED SURVEY CONTROL
 NO0584
 NO0584.No superseded survey control is available for this station.
 NO0584
 NO0584_MARKER: I = METAL ROD
 NO0584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0584_STAMPING: M 441 1992
 NO0584_MARK LOGO: NGS
 NO0584_PROJECTION: FLUSH
 NO0584_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0584+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0584_ROD/PIPE-DEPTH: 4.3 meters
 NO0584_SLEEVE-DEPTH  : 0.9 meters
 NO0584
 NO0584  HISTORY     - Date     Condition        Report By
 NO0584  HISTORY     - 1992     MONUMENTED       NGS
 NO0584
 NO0584                          STATION DESCRIPTION
 NO0584
 NO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0584'10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0584'COURTHOUSE IN VALENTINE, 20.9 M (68.6 FT) EAST OF THE CENTERLINE OF
 NO0584'THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 NO0584'2.7 M (8.9 FT) SOUTH OF A RIGHT-OF-WAY MARKER, 0.7 M (2.3 FT) WEST OF
 NO0584'A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 NO0584'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0584'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 NO0584'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3458 ***********************************************************************
 AI3458  DESIGNATION -  M 442
 AI3458  PID         -  AI3458
 AI3458  STATE/COUNTY-  NE/RED WILLOW
 AI3458  COUNTRY     -  US
 AI3458  USGS QUAD   -  MCCOOK SW (2017)
 AI3458
 AI3458                         *CURRENT SURVEY CONTROL
 AI3458  ______________________________________________________________________
 AI3458* NAD 83(1986) POSITION- 40 07 24.     (N) 100 38 56.     (W)   SCALED
 AI3458* NAVD 88 ORTHO HEIGHT -   782.330 (meters)     2566.69  (feet) ADJUSTED
 AI3458  ______________________________________________________________________
 AI3458  GEOID HEIGHT    -        -24.081 (meters)                     GEOID18
 AI3458  DYNAMIC HEIGHT  -        781.797 (meters)     2564.95  (feet) COMP
 AI3458  MODELED GRAVITY -    979,918.8   (mgal)                       NAVD 88
 AI3458
 AI3458  VERT ORDER      -  SECOND    CLASS I
 AI3458
 AI3458.The horizontal coordinates were scaled from a map and have
 AI3458.an estimated accuracy of +/- 6 seconds.
 AI3458
 AI3458.The orthometric height was determined by differential leveling and
 AI3458.adjusted by the NATIONAL GEODETIC SURVEY
 AI3458.in July 2002.
 AI3458
 AI3458.No vertical observational check was made to the station.
 AI3458
 AI3458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3458.GEOID18 height accuracy estimate available here.
 AI3458
 AI3458.Click photographs - Photos may exist for this station.
 AI3458
 AI3458.The dynamic height is computed by dividing the NAVD 88
 AI3458.geopotential number by the normal gravity value computed on the
 AI3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3458.degrees latitude (g = 980.6199 gals.).
 AI3458
 AI3458.The modeled gravity was interpolated from observed gravity values.
 AI3458
 AI3458;                    North         East    Units  Estimated Accuracy
 AI3458;SPC NE       -    32,410.      444,690.      MT  (+/- 180 meters Scaled)
 AI3458
 AI3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK595427(NAD 83)
 AI3458
 AI3458                          SUPERSEDED SURVEY CONTROL
 AI3458
 AI3458.No superseded survey control is available for this station.
 AI3458
 AI3458_MARKER: F = FLANGE-ENCASED ROD
 AI3458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3458_STAMPING: M 442 1999
 AI3458_MARK LOGO: NGS
 AI3458_PROJECTION: FLUSH
 AI3458_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3458+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3458_ROD/PIPE-DEPTH: 18.6 meters
 AI3458_SLEEVE-DEPTH  : 0.9 meters
 AI3458
 AI3458  HISTORY     - Date     Condition        Report By
 AI3458  HISTORY     - 1999     MONUMENTED       NGS
 AI3458
 AI3458                          STATION DESCRIPTION
 AI3458
 AI3458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3458'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3458'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3458'ROAD, THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3458'ROAD, 13.3 M (43.6 FT) WEST OF THE ROAD CENTER, 7.9 M (25.9 FT) NORTH
 AI3458'OF THE CENTER OF A GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD,
 AI3458'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AI3458'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI3458'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON COUNTY
 AI3458'ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0260 ***********************************************************************
 MN0260  DESIGNATION -  M 50
 MN0260  PID         -  MN0260
 MN0260  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0260  COUNTRY     -  US
 MN0260  USGS QUAD   -  SCOTTSBLUFF NORTH (2017)
 MN0260
 MN0260                         *CURRENT SURVEY CONTROL
 MN0260  ______________________________________________________________________
 MN0260* NAD 83(1986) POSITION- 41 53 46.     (N) 103 42 50.     (W)   SCALED
 MN0260* NAVD 88 ORTHO HEIGHT -  1193.073 (meters)     3914.27  (feet) ADJUSTED
 MN0260  ______________________________________________________________________
 MN0260  GEOID HEIGHT    -        -18.782 (meters)                     GEOID18
 MN0260  DYNAMIC HEIGHT  -       1192.313 (meters)     3911.78  (feet) COMP
 MN0260  MODELED GRAVITY -    979,945.1   (mgal)                       NAVD 88
 MN0260
 MN0260  VERT ORDER      -  SECOND    CLASS 0
 MN0260
 MN0260.The horizontal coordinates were scaled from a map and have
 MN0260.an estimated accuracy of +/- 6 seconds.
 MN0260
 MN0260.The orthometric height was determined by differential leveling and
 MN0260.adjusted by the NATIONAL GEODETIC SURVEY
 MN0260.in June 1991.
 MN0260
 MN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0260.GEOID18 height accuracy estimate available here.
 MN0260
 MN0260.Click photographs - Photos may exist for this station.
 MN0260
 MN0260.The dynamic height is computed by dividing the NAVD 88
 MN0260.geopotential number by the normal gravity value computed on the
 MN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0260.degrees latitude (g = 980.6199 gals.).
 MN0260
 MN0260.The modeled gravity was interpolated from observed gravity values.
 MN0260
 MN0260;                    North         East    Units  Estimated Accuracy
 MN0260;SPC NE       -   235,640.      191,990.      MT  (+/- 180 meters Scaled)
 MN0260
 MN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG066390(NAD 83)
 MN0260
 MN0260                          SUPERSEDED SURVEY CONTROL
 MN0260
 MN0260  NGVD 29 (??/??/92) 1192.418  (m)         3912.12   (f) ADJ UNCH    2 0
 MN0260
 MN0260.Superseded values are not recommended for survey control.
 MN0260
 MN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0260.See file dsdata.pdf to determine how the superseded data were derived.
 MN0260
 MN0260_MARKER: DB = BENCH MARK DISK
 MN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0260_STAMPING: M 50 1934
 MN0260_MARK LOGO: CGS
 MN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0260+STABILITY: SURFACE MOTION
 MN0260
 MN0260  HISTORY     - Date     Condition        Report By
 MN0260  HISTORY     - 1934     MONUMENTED       CGS
 MN0260  HISTORY     - 20030924 MARK NOT FOUND   NGS
 MN0260
 MN0260                          STATION DESCRIPTION
 MN0260
 MN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0260'3.7 MI NW FROM SCOTTSBLUFF.
 MN0260'ABOUT 3.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0260'RAILROAD FROM THE STATION AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, AT
 MN0260'MILEAGE 32+58, NEAR A ROAD CROSSING, NEAR A ROW OF POWER-TRANSMISSION
 MN0260'LINE POLES NORTHEAST OF THE CROSSING, 56.0 FEET NORTHEAST OF THE
 MN0260'NORTH RAIL, 22.6 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 5.8
 MN0260'FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED M 50 1934 AND
 MN0260'SET IN THE TOP OF A CONCRETE POST.
 MN0260
 MN0260                          STATION RECOVERY (2003)
 MN0260
 MN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0325 ***********************************************************************
 MN0325  DESIGNATION -  M 50 RESET
 MN0325  PID         -  MN0325
 MN0325  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0325  COUNTRY     -  US
 MN0325  USGS QUAD   -  SCOTTSBLUFF NORTH (2017)
 MN0325
 MN0325                         *CURRENT SURVEY CONTROL
 MN0325  ______________________________________________________________________
 MN0325* NAD 83(1986) POSITION- 41 53 46.     (N) 103 42 50.     (W)   SCALED
 MN0325* NAVD 88 ORTHO HEIGHT -  1193.69  (meters)     3916.3   (feet) RESET
 MN0325  ______________________________________________________________________
 MN0325  GEOID HEIGHT    -        -18.782 (meters)                     GEOID18
 MN0325  VERT ORDER      -  THIRD
 MN0325
 MN0325.The horizontal coordinates were scaled from a map and have
 MN0325.an estimated accuracy of +/- 6 seconds.
 MN0325
 MN0325.The orthometric height was computed from unverified reset data.
 MN0325
 MN0325.No vertical observational check was made to the station.
 MN0325
 MN0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0325.GEOID18 height accuracy estimate available here.
 MN0325
 MN0325.Click photographs - Photos may exist for this station.
 MN0325
 MN0325;                    North         East    Units  Estimated Accuracy
 MN0325;SPC NE       -   235,640.      191,990.      MT  (+/- 180 meters Scaled)
 MN0325
 MN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG066390(NAD 83)
 MN0325
 MN0325                          SUPERSEDED SURVEY CONTROL
 MN0325
 MN0325  NGVD 29 (01/31/13) 1193.03   (m)         3914.1    (f) RESET       3  
 MN0325
 MN0325.Superseded values are not recommended for survey control.
 MN0325
 MN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0325.See file dsdata.pdf to determine how the superseded data were derived.
 MN0325
 MN0325_MARKER: DV = VERTICAL CONTROL DISK
 MN0325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0325_SP_SET: CULVERT HEADWALL
 MN0325_STAMPING: M 50 RESET 1981
 MN0325_MARK LOGO: NGS
 MN0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0325+STABILITY: SURFACE MOTION
 MN0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0325+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 MN0325
 MN0325  HISTORY     - Date     Condition        Report By
 MN0325  HISTORY     - 1981     MONUMENTED       NGS
 MN0325  HISTORY     - 19870327 GOOD             NEDR
 MN0325  HISTORY     - 20060716 GOOD             JCLS
 MN0325
 MN0325                          STATION DESCRIPTION
 MN0325
 MN0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MN0325'3.7 MI NW FROM SCOTTS BLUFF.
 MN0325'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE WEST JUNCTION WITH
 MN0325'STATE HIGHWAY 71 IN SCOTTS BLUFF, THENCE LEFT AND SOUTHWEST ALONG A
 MN0325'GRADED COUNTY ROAD FOR 0.05 MILE THE MARK AT A RAILROAD CROSSING 25.7
 MN0325'METERS (84.3 FEET) NORTHWEST OF POWERLINE POLE NUMBER 68, 18.5 METERS
 MN0325'(60.8 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 10.1 METERS (33.0 FEET)
 MN0325'WEST OF THE CENTERLINE OF THE GRADED ROAD, IN THE NORTH CORNER OF
 MN0325'THE WEST HEADWALL OF A CONCRETE CULVERT.
 MN0325'THE MARK IS ABOVE LEVEL WITH ROAD.
 MN0325
 MN0325                          STATION RECOVERY (1987)
 MN0325
 MN0325'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987 (HED)
 MN0325'TO REACH FROM THE INTERSECTION OF AVENUE I AND WEST 20TH STREET, IN
 MN0325'SCOTTSBLUFF, GO WEST FOR 1.8 MI (2.9 KM) TO A COUNTY ROAD, THEN NORTH
 MN0325'1.9 MI (3.1 KM) TO THE MARK ON THE LEFT, 85.25 FT (25.98 M) NORTHWEST
 MN0325'FROM A NAIL IN A POWER POLE, 74.40 FT (22.68 M) SOUTHWEST FROM THE
 MN0325'SOUTHWEST CORNER OF A CONCRETE SIGNAL CROSSARM FOUNDATION, 67.25 FT
 MN0325'(20.50 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE SIGNAL
 MN0325'CROSSARM FOUNDATION AND SET INTO A DRILLED HOLE IN THE CENTER OF THE
 MN0325'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 MN0325
 MN0325                          STATION RECOVERY (2006)
 MN0325
 MN0325'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0113 ***********************************************************************
 MN0113  DESIGNATION -  M 51
 MN0113  PID         -  MN0113
 MN0113  STATE/COUNTY-  NE/MORRILL
 MN0113  COUNTRY     -  US
 MN0113  USGS QUAD   -  BROADWATER SW (2017)
 MN0113
 MN0113                         *CURRENT SURVEY CONTROL
 MN0113  ______________________________________________________________________
 MN0113* NAD 83(1986) POSITION- 41 36 43.     (N) 102 54 32.     (W)   SCALED
 MN0113* NAVD 88 ORTHO HEIGHT -  1098.504 (meters)     3604.01  (feet) ADJUSTED
 MN0113  ______________________________________________________________________
 MN0113  GEOID HEIGHT    -        -19.622 (meters)                     GEOID18
 MN0113  DYNAMIC HEIGHT  -       1097.815 (meters)     3601.75  (feet) COMP
 MN0113  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 MN0113
 MN0113  VERT ORDER      -  SECOND    CLASS 0
 MN0113
 MN0113.The horizontal coordinates were scaled from a map and have
 MN0113.an estimated accuracy of +/- 6 seconds.
 MN0113
 MN0113.The orthometric height was determined by differential leveling and
 MN0113.adjusted by the NATIONAL GEODETIC SURVEY
 MN0113.in June 1991.
 MN0113
 MN0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0113.GEOID18 height accuracy estimate available here.
 MN0113
 MN0113.Click photographs - Photos may exist for this station.
 MN0113
 MN0113.The dynamic height is computed by dividing the NAVD 88
 MN0113.geopotential number by the normal gravity value computed on the
 MN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0113.degrees latitude (g = 980.6199 gals.).
 MN0113
 MN0113.The modeled gravity was interpolated from observed gravity values.
 MN0113
 MN0113;                    North         East    Units  Estimated Accuracy
 MN0113;SPC NE       -   201,550.      257,670.      MT  (+/- 180 meters Scaled)
 MN0113
 MN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG742088(NAD 83)
 MN0113
 MN0113                          SUPERSEDED SURVEY CONTROL
 MN0113
 MN0113  NGVD 29 (??/??/92) 1097.957  (m)         3602.21   (f) ADJ UNCH    2 0
 MN0113
 MN0113.Superseded values are not recommended for survey control.
 MN0113
 MN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0113.See file dsdata.pdf to determine how the superseded data were derived.
 MN0113
 MN0113_MARKER: DB = BENCH MARK DISK
 MN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0113_STAMPING: M 51 1934
 MN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0113+STABILITY: SURFACE MOTION
 MN0113
 MN0113  HISTORY     - Date     Condition        Report By
 MN0113  HISTORY     - 1934     MONUMENTED       CGS
 MN0113
 MN0113                          STATION DESCRIPTION
 MN0113
 MN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0113'3 MI W FROM BROADWATER.
 MN0113'ABOUT 3.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0113'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 1,000 FEET WEST
 MN0113'OF CULVERT 102.47, 123 FEET SOUTH OF THE CENTER LINE OF A
 MN0113'ROAD PARALLELING THE TRACK, 80 FEET WEST OF THE CENTER LINE OF
 MN0113'THE ENTRANCE TO A FIELD, 42 FEET SOUTH OF THE SOUTH RAIL OF THE
 MN0113'MAIN TRACK, AND 10 FEET WEST OF A POLE.  A STANDARD DISK,
 MN0113'STAMPED M 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5261 ***********************************************************************
 DG5261  DESIGNATION -  M 51 RESET
 DG5261  PID         -  DG5261
 DG5261  STATE/COUNTY-  NE/MORRILL
 DG5261  COUNTRY     -  US
 DG5261  USGS QUAD   -  BROADWATER SW (2017)
 DG5261
 DG5261                         *CURRENT SURVEY CONTROL
 DG5261  ______________________________________________________________________
 DG5261* NAD 83(1986) POSITION- 41 36 43.     (N) 102 54 32.     (W)   SCALED
 DG5261* NAVD 88 ORTHO HEIGHT -  1098.29  (meters)     3603.3   (feet) RESET
 DG5261  ______________________________________________________________________
 DG5261  GEOID HEIGHT    -        -19.622 (meters)                     GEOID18
 DG5261  VERT ORDER      -  THIRD
 DG5261
 DG5261.The horizontal coordinates were scaled from a map and have
 DG5261.an estimated accuracy of +/- 6 seconds.
 DG5261
 DG5261.The orthometric height was computed from unverified reset data.
 DG5261
 DG5261.No vertical observational check was made to the station.
 DG5261
 DG5261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5261.GEOID18 height accuracy estimate available here.
 DG5261
 DG5261.Click photographs - Photos may exist for this station.
 DG5261
 DG5261;                    North         East    Units  Estimated Accuracy
 DG5261;SPC NE       -   201,550.      257,670.      MT  (+/- 180 meters Scaled)
 DG5261
 DG5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG742088(NAD 83)
 DG5261
 DG5261                          SUPERSEDED SURVEY CONTROL
 DG5261
 DG5261.No superseded survey control is available for this station.
 DG5261
 DG5261_MARKER: DV = VERTICAL CONTROL DISK
 DG5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5261_STAMPING: M 51 RESET 2002
 DG5261_MARK LOGO: NGS
 DG5261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5261+STABILITY: SURFACE MOTION
 DG5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5261+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 DG5261
 DG5261  HISTORY     - Date     Condition        Report By
 DG5261  HISTORY     - 2002     MONUMENTED       NEDR
 DG5261  HISTORY     - 20080222 GOOD             NEDR
 DG5261
 DG5261                          STATION DESCRIPTION
 DG5261
 DG5261'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (LB)
 DG5261'FROM THE INTERSECTION HWY 26 AND MAIN ST IN BROADWATER, GO WEST ON HWY
 DG5261'26 APPROXIMATELY 3.2 MILES TO BM.
 DG5261
 DG5261                          STATION RECOVERY (2008)
 DG5261
 DG5261'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 DG5261'FROM INTERSECTION OF HWY 26 AND MAIN STREET IN BROADWATER HEAD WEST
 DG5261'3.2 MILES TO RAIL ROAD MILE POST 103, STATION IS 1/2 MILE WEST ON
 DG5261'SOUTH SIDE OF UNION PACIFIC RAIL ROAD, 39.4 FEET EAST OF POST AND 74
 DG5261'FEET SOUTH OF SOUTH RAIL, IN PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0063 ***********************************************************************
 MN0063  DESIGNATION -  M 52
 MN0063  PID         -  MN0063
 MN0063  STATE/COUNTY-  NE/GARDEN
 MN0063  COUNTRY     -  US
 MN0063  USGS QUAD   -  LEWELLEN (2017)
 MN0063
 MN0063                         *CURRENT SURVEY CONTROL
 MN0063  ______________________________________________________________________
 MN0063* NAD 83(1986) POSITION- 41 20 00.     (N) 102 08 49.     (W)   SCALED
 MN0063* NAVD 88 ORTHO HEIGHT -  1010.766 (meters)     3316.15  (feet) ADJUSTED
 MN0063  ______________________________________________________________________
 MN0063  GEOID HEIGHT    -        -20.315 (meters)                     GEOID18
 MN0063  DYNAMIC HEIGHT  -       1010.146 (meters)     3314.12  (feet) COMP
 MN0063  MODELED GRAVITY -    979,975.5   (mgal)                       NAVD 88
 MN0063
 MN0063  VERT ORDER      -  SECOND    CLASS 0
 MN0063
 MN0063.The horizontal coordinates were scaled from a map and have
 MN0063.an estimated accuracy of +/- 6 seconds.
 MN0063
 MN0063.The orthometric height was determined by differential leveling and
 MN0063.adjusted by the NATIONAL GEODETIC SURVEY
 MN0063.in June 1991.
 MN0063
 MN0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0063.GEOID18 height accuracy estimate available here.
 MN0063
 MN0063.Click photographs - Photos may exist for this station.
 MN0063
 MN0063.The dynamic height is computed by dividing the NAVD 88
 MN0063.geopotential number by the normal gravity value computed on the
 MN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0063.degrees latitude (g = 980.6199 gals.).
 MN0063
 MN0063.The modeled gravity was interpolated from observed gravity values.
 MN0063
 MN0063;                    North         East    Units  Estimated Accuracy
 MN0063;SPC NE       -   168,770.      320,360.      MT  (+/- 180 meters Scaled)
 MN0063
 MN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF387796(NAD 83)
 MN0063
 MN0063                          SUPERSEDED SURVEY CONTROL
 MN0063
 MN0063  NGVD 29 (??/??/92) 1010.293  (m)         3314.60   (f) ADJ UNCH    2 0
 MN0063
 MN0063.Superseded values are not recommended for survey control.
 MN0063
 MN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0063.See file dsdata.pdf to determine how the superseded data were derived.
 MN0063
 MN0063_MARKER: DB = BENCH MARK DISK
 MN0063_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0063+WITH SETTING: PAVEMENT
 MN0063_SP_SET: WATER TANK BASE
 MN0063_STAMPING: M 52 1934
 MN0063_MARK LOGO: CGS
 MN0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0063+STABILITY: SURFACE MOTION
 MN0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0063+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0063
 MN0063  HISTORY     - Date     Condition        Report By
 MN0063  HISTORY     - 1934     MONUMENTED       CGS
 MN0063  HISTORY     - 1942     GOOD             CGS
 MN0063  HISTORY     - 19920804 GOOD             NGS
 MN0063
 MN0063                          STATION DESCRIPTION
 MN0063
 MN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0063'AT LEWELLEN.
 MN0063'AT LEWELLEN, GARDEN COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT
 MN0063'0.3 MILE WEST OF MILEPOST 59, ABOUT 350 FEET WEST OF THE WEST
 MN0063'END OF THE STATION, ABOUT 75 FEET SOUTH OF THE SOUTH RAIL OF THE
 MN0063'MAIN TRACK, ABOUT 50 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 MN0063'26, AT THE RAILROAD WATER SUPPLY TANK, AND IN THE TOP OF THE
 MN0063'NORTHWEST FOOTING.  A STANDARD DISK, STAMPED M 52 1934.
 MN0063
 MN0063                          STATION RECOVERY (1942)
 MN0063
 MN0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0063'RECOVERED IN GOOD CONDITION.
 MN0063
 MN0063                          STATION RECOVERY (1992)
 MN0063
 MN0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0063'RECOVERED IN LEWELLEN, ABOUT 100 YARDS WEST FROM THE GRAIN ELEVATOR,
 MN0063'50 FT (15.2 M) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 2, 1.0 FT
 MN0063'(0.3 M) SOUTH FROM A WITNESS POST AND CEMENTED INTO A DRILLED HOLE IN
 MN0063'A FOOTING THAT HAD SUPPORTED THE NORTHWEST LEG OF THE OLD RAILROAD
 MN0063'WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0045 ***********************************************************************
 MN0045  DESIGNATION -  M 53
 MN0045  PID         -  MN0045
 MN0045  STATE/COUNTY-  NE/GARDEN
 MN0045  COUNTRY     -  US
 MN0045  USGS QUAD   -  BARN BUTTE (2017)
 MN0045
 MN0045                         *CURRENT SURVEY CONTROL
 MN0045  ______________________________________________________________________
 MN0045* NAD 83(1986) POSITION- 41 19 41.     (N) 102 20 48.     (W)   SCALED
 MN0045* NAVD 88 ORTHO HEIGHT -  1164.733 (meters)     3821.29  (feet) ADJUSTED
 MN0045  ______________________________________________________________________
 MN0045  GEOID HEIGHT    -        -20.060 (meters)                     GEOID18
 MN0045  DYNAMIC HEIGHT  -       1163.995 (meters)     3818.87  (feet) COMP
 MN0045  MODELED GRAVITY -    979,949.7   (mgal)                       NAVD 88
 MN0045
 MN0045  VERT ORDER      -  SECOND    CLASS 0
 MN0045
 MN0045.The horizontal coordinates were scaled from a map and have
 MN0045.an estimated accuracy of +/- 6 seconds.
 MN0045
 MN0045.The orthometric height was determined by differential leveling and
 MN0045.adjusted by the NATIONAL GEODETIC SURVEY
 MN0045.in June 1991.
 MN0045
 MN0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0045.GEOID18 height accuracy estimate available here.
 MN0045
 MN0045.Click photographs - Photos may exist for this station.
 MN0045
 MN0045.The dynamic height is computed by dividing the NAVD 88
 MN0045.geopotential number by the normal gravity value computed on the
 MN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0045.degrees latitude (g = 980.6199 gals.).
 MN0045
 MN0045.The modeled gravity was interpolated from observed gravity values.
 MN0045
 MN0045;                    North         East    Units  Estimated Accuracy
 MN0045;SPC NE       -   168,620.      303,640.      MT  (+/- 180 meters Scaled)
 MN0045
 MN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220785(NAD 83)
 MN0045
 MN0045                          SUPERSEDED SURVEY CONTROL
 MN0045
 MN0045  NGVD 29 (??/??/92) 1164.233  (m)         3819.65   (f) ADJ UNCH    2 0
 MN0045
 MN0045.Superseded values are not recommended for survey control.
 MN0045
 MN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0045.See file dsdata.pdf to determine how the superseded data were derived.
 MN0045
 MN0045_MARKER: DB = BENCH MARK DISK
 MN0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0045_STAMPING: M 53 1934
 MN0045_MARK LOGO: CGS
 MN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0045+STABILITY: SURFACE MOTION
 MN0045
 MN0045  HISTORY     - Date     Condition        Report By
 MN0045  HISTORY     - 1934     MONUMENTED       CGS
 MN0045  HISTORY     - 1964     GOOD             CGS
 MN0045
 MN0045                          STATION DESCRIPTION
 MN0045
 MN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0045'6 MI S FROM OSHKOSH.
 MN0045'TO REACH THIS BENCH MARK FROM THE PLATTE RIVER BRIDGE WHICH IS ABOUT
 MN0045'2 MILES SOUTH OF THE COURTHOUSE IN OSHKOSH, GO SOUTH ON STATE
 MN0045'HIGHWAY 27 FOR 1.2 MILES TO A GRAVEL ROAD RIGHT WHERE NOW STATE
 MN0045'HIGHWAY 27 CURVES TO THE LEFT OR EAST.  CONTINUE SOUTH ON GRAVEL
 MN0045'ROAD FOR 0.1 MILE TO WHERE GRAVEL TURNS SHARP RIGHT AND A GATE
 MN0045'STRAIGHT AHEAD.  PASS THRU GATE AND FOLLOW OLD ABANDONED HIGHWAY
 MN0045'UP THRU THE HILLS FOR 2.7 MILES TO THE MARK ON THE RIGHT.  THE
 MN0045'MARK IS 130 FEET NORTH OF A SOUTHEAST PASTURE FENCE CORNER.
 MN0045'NOTE-- IT IS LOCATED ALONG AN OLD STRETCH WHICH HAS BEEN ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0289 ***********************************************************************
 MN0289  DESIGNATION -  M 54
 MN0289  PID         -  MN0289
 MN0289  STATE/COUNTY-  NE/BANNER
 MN0289  COUNTRY     -  US
 MN0289  USGS QUAD   -  HARRISBURG (2017)
 MN0289
 MN0289                         *CURRENT SURVEY CONTROL
 MN0289  ______________________________________________________________________
 MN0289* NAD 83(1986) POSITION- 41 34 29.     (N) 103 40 36.     (W)   SCALED
 MN0289* NAVD 88 ORTHO HEIGHT -  1346.793 (meters)     4418.60  (feet) ADJUSTED
 MN0289  ______________________________________________________________________
 MN0289  GEOID HEIGHT    -        -19.113 (meters)                     GEOID18
 MN0289  DYNAMIC HEIGHT  -       1345.824 (meters)     4415.42  (feet) COMP
 MN0289  MODELED GRAVITY -    979,857.0   (mgal)                       NAVD 88
 MN0289
 MN0289  VERT ORDER      -  SECOND    CLASS 0
 MN0289
 MN0289.The horizontal coordinates were scaled from a map and have
 MN0289.an estimated accuracy of +/- 6 seconds.
 MN0289
 MN0289.The orthometric height was determined by differential leveling and
 MN0289.adjusted by the NATIONAL GEODETIC SURVEY
 MN0289.in June 1991.
 MN0289
 MN0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0289.GEOID18 height accuracy estimate available here.
 MN0289
 MN0289.Click photographs - Photos may exist for this station.
 MN0289
 MN0289.The dynamic height is computed by dividing the NAVD 88
 MN0289.geopotential number by the normal gravity value computed on the
 MN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0289.degrees latitude (g = 980.6199 gals.).
 MN0289
 MN0289.The modeled gravity was interpolated from observed gravity values.
 MN0289
 MN0289;                    North         East    Units  Estimated Accuracy
 MN0289;SPC NE       -   199,860.      193,560.      MT  (+/- 180 meters Scaled)
 MN0289
 MN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG103034(NAD 83)
 MN0289
 MN0289                          SUPERSEDED SURVEY CONTROL
 MN0289
 MN0289  NGVD 29 (??/??/92) 1346.092  (m)         4416.30   (f) ADJ UNCH    2 0
 MN0289
 MN0289.Superseded values are not recommended for survey control.
 MN0289
 MN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0289.See file dsdata.pdf to determine how the superseded data were derived.
 MN0289
 MN0289_MARKER: DB = BENCH MARK DISK
 MN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0289_STAMPING: M 54 1934
 MN0289_MARK LOGO: CGS
 MN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0289+STABILITY: SURFACE MOTION
 MN0289
 MN0289  HISTORY     - Date     Condition        Report By
 MN0289  HISTORY     - 1934     MONUMENTED       CGS
 MN0289  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0289
 MN0289                          STATION DESCRIPTION
 MN0289
 MN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0289'19.4 MI S FROM GERING.
 MN0289'19.4 MILES SOUTH OF COURTHOUSE VIA. NO. 29 ALONG STATE HIGHWAY
 MN0289'NO. 29 BETWEEN GERING, NEBRASKA AND KIMBALL, NEBRASKA, 4.3 MILES
 MN0289'NORTH OF HARRISBURG, 45 FEET WEST OF CENTERLINE OF HIGHWAY,
 MN0289'ABOUT 190 FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE CULVERT,
 MN0289'6 FEET EAST OF RIGHT OF WAY FENCE, ABOUT 0.6 MILES NORTH OF
 MN0289'TURN IN ROAD.
 MN0289
 MN0289                          STATION RECOVERY (1974)
 MN0289
 MN0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0191 ***********************************************************************
 MN0191  DESIGNATION -  M 55
 MN0191  PID         -  MN0191
 MN0191  STATE/COUNTY-  NE/MORRILL
 MN0191  COUNTRY     -  US
 MN0191  USGS QUAD   -  REDINGTON (2017)
 MN0191
 MN0191                         *CURRENT SURVEY CONTROL
 MN0191  ______________________________________________________________________
 MN0191* NAD 83(1995) POSITION- 41 35 02.46271(N) 103 22 01.35263(W)   ADJUSTED
 MN0191* NAVD 88 ORTHO HEIGHT -  1227.255 (meters)     4026.42  (feet) ADJUSTED
 MN0191  ______________________________________________________________________
 MN0191  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 MN0191  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 MN0191  DYNAMIC HEIGHT  -       1226.429 (meters)     4023.71  (feet) COMP
 MN0191  MODELED GRAVITY -    979,907.9   (mgal)                       NAVD 88
 MN0191
 MN0191  HORZ ORDER      -  SECOND
 MN0191  VERT ORDER      -  SECOND    CLASS 0
 MN0191
 MN0191.The horizontal coordinates were established by classical geodetic methods
 MN0191.and adjusted by the National Geodetic Survey in August 1997.
 MN0191
 MN0191.The orthometric height was determined by differential leveling and
 MN0191.adjusted by the NATIONAL GEODETIC SURVEY
 MN0191.in June 1991.
 MN0191
 MN0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0191.GEOID18 height accuracy estimate available here.
 MN0191
 MN0191.Click photographs - Photos may exist for this station.
 MN0191
 MN0191.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0191
 MN0191.The dynamic height is computed by dividing the NAVD 88
 MN0191.geopotential number by the normal gravity value computed on the
 MN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0191.degrees latitude (g = 980.6199 gals.).
 MN0191
 MN0191.The modeled gravity was interpolated from observed gravity values.
 MN0191
 MN0191. The following values were computed from the NAD 83(1995) position.
 MN0191
 MN0191;                    North         East     Units Scale Factor Converg.
 MN0191;SPC NE       -   199,834.851   219,395.058   MT  0.99965952   -2 13 52.8
 MN0191;SPC NE       -   655,624.84    719,798.62   sFT  0.99965952   -2 13 52.8
 MN0191;UTM  13      - 4,604,879.434   636,117.096   MT  0.99982801   +1 05 02.4
 MN0191
 MN0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0191!SPC NE       -   0.99981060  x   0.99965952  =   0.99947018
 MN0191!UTM  13      -   0.99981060  x   0.99982801  =   0.99963864
 MN0191
 MN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3611704879(NAD 83)
 MN0191
 MN0191                          SUPERSEDED SURVEY CONTROL
 MN0191
 MN0191  NAD 83(1993)-  41 35 02.46264(N)    103 22 01.35255(W) AD(       ) 2
 MN0191  NAD 83(1986)-  41 35 02.45384(N)    103 22 01.35481(W) AD(       ) 2
 MN0191  NAD 27      -  41 35 02.54960(N)    103 21 59.58260(W) AD(       ) 2
 MN0191  NGVD 29 (??/??/92) 1226.632  (m)         4024.38   (f) ADJ UNCH    2 0
 MN0191  NGVD 29            1226.63   (m)         4024.4    (f) LEVELING    3  
 MN0191
 MN0191.Superseded values are not recommended for survey control.
 MN0191
 MN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0191.See file dsdata.pdf to determine how the superseded data were derived.
 MN0191
 MN0191_MARKER: DB = BENCH MARK DISK
 MN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0191_STAMPING: M 55 1934
 MN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0191+STABILITY: SURFACE MOTION
 MN0191
 MN0191  HISTORY     - Date     Condition        Report By
 MN0191  HISTORY     - 1934     MONUMENTED       CGS
 MN0191  HISTORY     - 1963     GOOD             CGS
 MN0191  HISTORY     - 1963     GOOD             CGS
 MN0191
 MN0191                          STATION DESCRIPTION
 MN0191
 MN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0191'4.9 MI W FROM REDINGTON.
 MN0191'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0191'AT REDINGTON, MORRILL COUNTY, ABOUT 500 FEET EAST OF THE
 MN0191'BANNER-MORRILL COUNTY LINE, ABOUT 0.4 MILE EAST OF A WOODEN
 MN0191'BRIDGE, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2
 MN0191'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MN0191'M 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0191
 MN0191                          STATION RECOVERY (1963)
 MN0191
 MN0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0191'THE STATION IS 19-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0191'0.05 MILE EAST OF THE BANNER-MORRILL COUNTY LINE, NEAR THE
 MN0191'SOUTHWEST CORNER OF SECTION 30, T 19 N, R 52 W, AND ON STATE
 MN0191'HIGHWAY 88 ROAD RIGHT-OF-WAY.
 MN0191'
 MN0191'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHALK,
 MN0191'DISTANCE BEING 7.824 METERS (25.67 FEET) EAST OF STATION CHALK.
 MN0191'
 MN0191'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK,
 MN0191'STAMPED M55 1934, SET IN A 6 INCH SQUARE CONCRETE POST FLUSH
 MN0191'WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTH OF THE
 MN0191'CENTER OF STATE HIGHWAY 88, 4 FEET EAST OF A TELEPHONE POLE,
 MN0191'AND 1 FOOT SOUTH OF A FENCE.
 MN0191
 MN0191                          STATION RECOVERY (1963)
 MN0191
 MN0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0851 ***********************************************************************
 ML0851  DESIGNATION -  M 56
 ML0851  PID         -  ML0851
 ML0851  STATE/COUNTY-  NE/CUSTER
 ML0851  COUNTRY     -  US
 ML0851  USGS QUAD   -  ANSELMO NW (2017)
 ML0851
 ML0851                         *CURRENT SURVEY CONTROL
 ML0851  ______________________________________________________________________
 ML0851* NAD 83(1986) POSITION- 41 41 27.     (N) 099 56 46.     (W)   SCALED
 ML0851* NAVD 88 ORTHO HEIGHT -   832.858 (meters)     2732.47  (feet) ADJUSTED
 ML0851  ______________________________________________________________________
 ML0851  GEOID HEIGHT    -        -22.290 (meters)                     GEOID18
 ML0851  DYNAMIC HEIGHT  -        832.432 (meters)     2731.07  (feet) COMP
 ML0851  MODELED GRAVITY -    980,082.3   (mgal)                       NAVD 88
 ML0851
 ML0851  VERT ORDER      -  SECOND    CLASS 0
 ML0851
 ML0851.The horizontal coordinates were scaled from a map and have
 ML0851.an estimated accuracy of +/- 6 seconds.
 ML0851
 ML0851.The orthometric height was determined by differential leveling and
 ML0851.adjusted by the NATIONAL GEODETIC SURVEY
 ML0851.in June 1991.
 ML0851
 ML0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0851.GEOID18 height accuracy estimate available here.
 ML0851
 ML0851.Click photographs - Photos may exist for this station.
 ML0851
 ML0851.The dynamic height is computed by dividing the NAVD 88
 ML0851.geopotential number by the normal gravity value computed on the
 ML0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0851.degrees latitude (g = 980.6199 gals.).
 ML0851
 ML0851.The modeled gravity was interpolated from observed gravity values.
 ML0851
 ML0851;                    North         East    Units  Estimated Accuracy
 ML0851;SPC NE       -   206,230.      504,490.      MT  (+/- 180 meters Scaled)
 ML0851
 ML0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM212158(NAD 83)
 ML0851
 ML0851                          SUPERSEDED SURVEY CONTROL
 ML0851
 ML0851  NGVD 29 (??/??/92)  832.569  (m)         2731.52   (f) ADJ UNCH    2 0
 ML0851
 ML0851.Superseded values are not recommended for survey control.
 ML0851
 ML0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0851.See file dsdata.pdf to determine how the superseded data were derived.
 ML0851
 ML0851_MARKER: DB = BENCH MARK DISK
 ML0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0851_STAMPING: M 56 1934
 ML0851_MARK LOGO: CGS
 ML0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0851+STABILITY: SURFACE MOTION
 ML0851
 ML0851  HISTORY     - Date     Condition        Report By
 ML0851  HISTORY     - 1934     MONUMENTED       CGS
 ML0851  HISTORY     - 1939     GOOD             CGS
 ML0851  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0851
 ML0851                          STATION DESCRIPTION
 ML0851
 ML0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0851'6.5 MI NW FROM ANSELMO.
 ML0851'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0851'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 6 POLES
 ML0851'NORTHWEST OF MILEPOST 202, JUST EAST OF A HIGH RIDGE WEST
 ML0851'OF THE TRACK, 40 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ML0851'MAIN TRACK, 22 FEET SOUTHWEST OF A FENCE, AND 12 FEET SOUTHEAST OF
 ML0851'A POLE.  A STANDARD DISK, STAMPED M 56 1934 AND SET IN THE
 ML0851'TOP OF A CONCRETE POST.
 ML0851
 ML0851                          STATION RECOVERY (2021)
 ML0851
 ML0851'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0851'SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0395 ***********************************************************************
 NP0395  DESIGNATION -  M 57
 NP0395  PID         -  NP0395
 NP0395  STATE/COUNTY-  NE/BOX BUTTE
 NP0395  COUNTRY     -  US
 NP0395  USGS QUAD   -  NONPAREIL (2017)
 NP0395
 NP0395                         *CURRENT SURVEY CONTROL
 NP0395  ______________________________________________________________________
 NP0395* NAD 83(1986) POSITION- 42 19 18.     (N) 103 11 26.     (W)   SCALED
 NP0395* NAVD 88 ORTHO HEIGHT -  1329.004 (meters)     4360.24  (feet) POSTED
 NP0395  ______________________________________________________________________
 NP0395  GEOID HEIGHT    -        -18.241 (meters)                     GEOID18
 NP0395  DYNAMIC HEIGHT  -       1328.20  (meters)     4357.6   (feet) COMP
 NP0395  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 NP0395
 NP0395  VERT ORDER      -  * POSTED, SEE BELOW
 NP0395
 NP0395.The horizontal coordinates were scaled from a map and have
 NP0395.an estimated accuracy of +/- 6 seconds.
 NP0395
 NP0395.The orthometric height was determined by differential leveling
 NP0395.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0395
 NP0395.* This is a POSTED BENCH MARK height.
 NP0395
 NP0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0395.GEOID18 height accuracy estimate available here.
 NP0395
 NP0395.Click photographs - Photos may exist for this station.
 NP0395
 NP0395.The dynamic height is computed by dividing the NAVD 88
 NP0395.geopotential number by the normal gravity value computed on the
 NP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0395.degrees latitude (g = 980.6199 gals.).
 NP0395
 NP0395.The modeled gravity was interpolated from observed gravity values.
 NP0395
 NP0395;                    North         East    Units  Estimated Accuracy
 NP0395;SPC NE       -   281,130.      237,120.      MT  (+/- 180 meters Scaled)
 NP0395
 NP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG490870(NAD 83)
 NP0395
 NP0395                          SUPERSEDED SURVEY CONTROL
 NP0395
 NP0395  NGVD 29 (??/??/92) 1328.350  (m)         4358.10   (f) ADJ UNCH    2 0
 NP0395
 NP0395.Superseded values are not recommended for survey control.
 NP0395
 NP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0395.See file dsdata.pdf to determine how the superseded data were derived.
 NP0395
 NP0395_MARKER: DB = BENCH MARK DISK
 NP0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0395_STAMPING: M 57 1934
 NP0395_MARK LOGO: CGS
 NP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0395+STABILITY: SURFACE MOTION
 NP0395
 NP0395  HISTORY     - Date     Condition        Report By
 NP0395  HISTORY     - 1934     MONUMENTED       CGS
 NP0395  HISTORY     - 1938     GOOD             CGS
 NP0395
 NP0395                          STATION DESCRIPTION
 NP0395
 NP0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0395'5.9 MI W FROM HEMINGFORD.
 NP0395'5.9 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO 2, 33 FEET SOUTH
 NP0395'OF CENTERLINE, 35 FEET WEST OF CENTERLINE OF COUNTY ROAD RUNNING
 NP0395'NORTH AND SOUTH, 21 FEET SOUTHWEST OF SOUTHWEST CORNER OF BOX
 NP0395'CULVERT ACROSS COUNTY ROAD, 5 FEET SOUTHWEST OF POINT WHERE 2
 NP0395'RIGHT OF WAY FENCES MEET.
 NP0395
 NP0395                          STATION RECOVERY (1938)
 NP0395
 NP0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NP0395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0396 ***********************************************************************
 NP0396  DESIGNATION -  M 57 RESET
 NP0396  PID         -  NP0396
 NP0396  STATE/COUNTY-  NE/BOX BUTTE
 NP0396  COUNTRY     -  US
 NP0396  USGS QUAD   -  NONPAREIL (2017)
 NP0396
 NP0396                         *CURRENT SURVEY CONTROL
 NP0396  ______________________________________________________________________
 NP0396* NAD 83(1986) POSITION- 42 19 18.     (N) 103 11 26.     (W)   SCALED
 NP0396* NAVD 88 ORTHO HEIGHT -  1329.025 (meters)     4360.31  (feet) POSTED
 NP0396  ______________________________________________________________________
 NP0396  GEOID HEIGHT    -        -18.241 (meters)                     GEOID18
 NP0396  DYNAMIC HEIGHT  -       1328.22  (meters)     4357.7   (feet) COMP
 NP0396  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 NP0396
 NP0396  VERT ORDER      -  * POSTED, SEE BELOW
 NP0396
 NP0396.The horizontal coordinates were scaled from a map and have
 NP0396.an estimated accuracy of +/- 6 seconds.
 NP0396
 NP0396.The orthometric height was determined by differential leveling
 NP0396.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0396
 NP0396.* This is a POSTED BENCH MARK height.
 NP0396
 NP0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0396.GEOID18 height accuracy estimate available here.
 NP0396
 NP0396.Click photographs - Photos may exist for this station.
 NP0396
 NP0396.The dynamic height is computed by dividing the NAVD 88
 NP0396.geopotential number by the normal gravity value computed on the
 NP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0396.degrees latitude (g = 980.6199 gals.).
 NP0396
 NP0396.The modeled gravity was interpolated from observed gravity values.
 NP0396
 NP0396;                    North         East    Units  Estimated Accuracy
 NP0396;SPC NE       -   281,130.      237,120.      MT  (+/- 180 meters Scaled)
 NP0396
 NP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG490870(NAD 83)
 NP0396
 NP0396                          SUPERSEDED SURVEY CONTROL
 NP0396
 NP0396  NGVD 29 (??/??/92) 1328.368  (m)         4358.15   (f) ADJ UNCH    2 0
 NP0396
 NP0396.Superseded values are not recommended for survey control.
 NP0396
 NP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0396.See file dsdata.pdf to determine how the superseded data were derived.
 NP0396
 NP0396_MARKER: DB = BENCH MARK DISK
 NP0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0396_STAMPING: M 57 RESET 1948
 NP0396_MARK LOGO: CGS
 NP0396_PROJECTION: RECESSED 30 CENTIMETERS
 NP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0396+STABILITY: SURFACE MOTION
 NP0396
 NP0396  HISTORY     - Date     Condition        Report By
 NP0396  HISTORY     - 1948     MONUMENTED       CGS
 NP0396  HISTORY     - 1956     GOOD             CGS
 NP0396
 NP0396                          STATION DESCRIPTION
 NP0396
 NP0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0396'6 MI W FROM HEMINGFORD.
 NP0396'6.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0396'AT HEMINGFORD, 96 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0396'56.4 FEET SOUTH OF A TELEPHONE POLE, 34.3 FEET NORTH OF A SMALL
 NP0396'TELEPHONE POLE, 48 FEET SOUTHWEST OF THE SOUTH END OF THE WEST
 NP0396'HEADWALL OF A CULVERT UNDER A NORTH AND SOUTH ROAD, 30 FEET WEST
 NP0396'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF A
 NP0396'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 1.0 FOOT
 NP0396'BELOW THE TOP OF THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 18,
 NP0396'TOWNSHIP 27 NORTH, RANGE 50 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0416 ***********************************************************************
 NP0416  DESIGNATION -  M 58
 NP0416  PID         -  NP0416
 NP0416  STATE/COUNTY-  NE/SIOUX
 NP0416  COUNTRY     -  US
 NP0416  USGS QUAD   -  MOUNT EDNA (2017)
 NP0416
 NP0416                         *CURRENT SURVEY CONTROL
 NP0416  ______________________________________________________________________
 NP0416* NAD 83(1986) POSITION- 42 16 37.     (N) 103 46 39.     (W)   SCALED
 NP0416* NAVD 88 ORTHO HEIGHT -  1464.891 (meters)     4806.06  (feet) POSTED
 NP0416  ______________________________________________________________________
 NP0416  GEOID HEIGHT    -        -17.682 (meters)                     GEOID18
 NP0416  DYNAMIC HEIGHT  -       1463.94  (meters)     4802.9   (feet) COMP
 NP0416  MODELED GRAVITY -    979,919.4   (mgal)                       NAVD 88
 NP0416
 NP0416  VERT ORDER      -  * POSTED, SEE BELOW
 NP0416
 NP0416.The horizontal coordinates were scaled from a map and have
 NP0416.an estimated accuracy of +/- 6 seconds.
 NP0416
 NP0416.The orthometric height was determined by differential leveling
 NP0416.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0416
 NP0416.* This is a POSTED BENCH MARK height.
 NP0416
 NP0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0416.GEOID18 height accuracy estimate available here.
 NP0416
 NP0416.Click photographs - Photos may exist for this station.
 NP0416
 NP0416.The dynamic height is computed by dividing the NAVD 88
 NP0416.geopotential number by the normal gravity value computed on the
 NP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0416.degrees latitude (g = 980.6199 gals.).
 NP0416
 NP0416.The modeled gravity was interpolated from observed gravity values.
 NP0416
 NP0416;                    North         East    Units  Estimated Accuracy
 NP0416;SPC NE       -   278,120.      188,570.      MT  (+/- 180 meters Scaled)
 NP0416
 NP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG008812(NAD 83)
 NP0416
 NP0416                          SUPERSEDED SURVEY CONTROL
 NP0416
 NP0416  NGVD 29 (??/??/92) 1464.127  (m)         4803.56   (f) ADJ UNCH    2 0
 NP0416
 NP0416.Superseded values are not recommended for survey control.
 NP0416
 NP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0416.See file dsdata.pdf to determine how the superseded data were derived.
 NP0416
 NP0416_MARKER: DB = BENCH MARK DISK
 NP0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0416_STAMPING: M 58 1934
 NP0416_MARK LOGO: CGS
 NP0416_PROJECTION: PROJECTING 24 CENTIMETERS
 NP0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0416+STABILITY: SURFACE MOTION
 NP0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0416+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 NP0416
 NP0416  HISTORY     - Date     Condition        Report By
 NP0416  HISTORY     - 1934     MONUMENTED       CGS
 NP0416  HISTORY     - 1974     GOOD             USGS
 NP0416  HISTORY     - 20220909 GOOD             NEGS
 NP0416
 NP0416                          STATION DESCRIPTION
 NP0416
 NP0416'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0416'24 MI N FROM MITCHELL.
 NP0416'24.0 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL,
 NP0416'0.2 MI. SOUTH OF THE INTERSECTION OF THE HWY. AND A COUNTY ROAD.
 NP0416'THE BENCHMARK IS ABOUT 140 FEET WEST OF THE HWY., AND ABOUT 35
 NP0416'FEET WEST OF THE OLD ROAD, 70 FEET NORTH OF A CATTLE GATE, 25
 NP0416'FEET NORTH OF THE REMAINS OF AN OLD EAST-WEST FENCE AND 1 FOOT
 NP0416'WEST OF THE ROW FENCE.  A STANDARD DISK, STAMPED M 58 1934 AND
 NP0416'SET IN THE TOP OF A CONCRETE POST.
 NP0416
 NP0416                          STATION RECOVERY (2022)
 NP0416
 NP0416'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (CD)
 NP0416'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND AND NE. HIGHWAY 29
 NP0416'IN MITCHELL, NE., GO NORTH ON NE. HIGHWAY 29 FOR APPROXIMATELY 23.44
 NP0416'MI (37.71 KM) TO MILE POST 36.16 AND THE MARK ON THE LEFT (WEST). THE
 NP0416'MARK IS 18.9 FT (5.8 M) SOUTH SW OF A NAIL IN THE TOP OF A FENCE POST,
 NP0416'6.2 FT (1.9 M) WEST OF THE BOTTOM OF A METAL WITNESS POST, 18.4 FT
 NP0416'(5.6 M) NORTH NW OF A NAIL IN THE TOP OF A FENCE POST AND 130 FT (39.6
 NP0416'M) WEST OF THE CENTERLINE OF NE. HIGHWAY 29.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0103 ***********************************************************************
 MN0103  DESIGNATION -  M 59
 MN0103  PID         -  MN0103
 MN0103  STATE/COUNTY-  NE/CHEYENNE
 MN0103  COUNTRY     -  US
 MN0103  USGS QUAD   -  SUNOL (2017)
 MN0103
 MN0103                         *CURRENT SURVEY CONTROL
 MN0103  ______________________________________________________________________
 MN0103* NAD 83(1986) POSITION- 41 09 19.     (N) 102 47 43.     (W)   SCALED
 MN0103* NAVD 88 ORTHO HEIGHT -  1206.283 (meters)     3957.61  (feet) ADJUSTED
 MN0103  ______________________________________________________________________
 MN0103  GEOID HEIGHT    -        -19.929 (meters)                     GEOID18
 MN0103  DYNAMIC HEIGHT  -       1205.449 (meters)     3954.88  (feet) COMP
 MN0103  MODELED GRAVITY -    979,891.5   (mgal)                       NAVD 88
 MN0103
 MN0103  VERT ORDER      -  SECOND    CLASS 0
 MN0103
 MN0103.The horizontal coordinates were scaled from a map and have
 MN0103.an estimated accuracy of +/- 6 seconds.
 MN0103
 MN0103.The orthometric height was determined by differential leveling and
 MN0103.adjusted by the NATIONAL GEODETIC SURVEY
 MN0103.in June 1991.
 MN0103
 MN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0103.GEOID18 height accuracy estimate available here.
 MN0103
 MN0103.Click photographs - Photos may exist for this station.
 MN0103
 MN0103.The dynamic height is computed by dividing the NAVD 88
 MN0103.geopotential number by the normal gravity value computed on the
 MN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0103.degrees latitude (g = 980.6199 gals.).
 MN0103
 MN0103.The modeled gravity was interpolated from observed gravity values.
 MN0103
 MN0103;                    North         East    Units  Estimated Accuracy
 MN0103;SPC NE       -   150,560.      265,490.      MT  (+/- 180 meters Scaled)
 MN0103
 MN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF849583(NAD 83)
 MN0103
 MN0103                          SUPERSEDED SURVEY CONTROL
 MN0103
 MN0103  NGVD 29 (??/??/92) 1205.718  (m)         3955.76   (f) ADJ UNCH    2 0
 MN0103
 MN0103.Superseded values are not recommended for survey control.
 MN0103
 MN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0103.See file dsdata.pdf to determine how the superseded data were derived.
 MN0103
 MN0103_MARKER: DB = BENCH MARK DISK
 MN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0103_STAMPING: M 59 1934
 MN0103_MARK LOGO: CGS
 MN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0103+STABILITY: SURFACE MOTION
 MN0103
 MN0103  HISTORY     - Date     Condition        Report By
 MN0103  HISTORY     - 1934     MONUMENTED       CGS
 MN0103  HISTORY     - 1947     GOOD             CGS
 MN0103
 MN0103                          STATION DESCRIPTION
 MN0103
 MN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0103'1.7 MI W FROM SUNOL.
 MN0103'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0103'AT SUNOL, CHEYENNE COUNTY, 168 FEET NORTHEAST OF MILEPOST 398,
 MN0103'264 FEET WEST OF SIGNAL TOWER 3979, 75 FEET SOUTH OF THE CENTER
 MN0103'LINE OF U.S. HIGHWAY 30, AND 42 FEET NORTH OF THE NORTH RAIL
 MN0103'OF THE NORTH DOUBLE TRACK.  A STANDARD DISK, STAMPED M 59 1934
 MN0103'AND SET IN THE TOP OF A CONCRETE POST.
 MN0103
 MN0103                          STATION RECOVERY (1947)
 MN0103
 MN0103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MN0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0764 ***********************************************************************
 ML0764  DESIGNATION -  M 60
 ML0764  PID         -  ML0764
 ML0764  STATE/COUNTY-  NE/CUSTER
 ML0764  COUNTRY     -  US
 ML0764  USGS QUAD   -  OCONTO SE (2017)
 ML0764
 ML0764                         *CURRENT SURVEY CONTROL
 ML0764  ______________________________________________________________________
 ML0764* NAD 83(1986) POSITION- 41 05 59.     (N) 099 45 37.     (W)   SCALED
 ML0764* NAVD 88 ORTHO HEIGHT -   799.449 (meters)     2622.86  (feet) ADJUSTED
 ML0764  ______________________________________________________________________
 ML0764  GEOID HEIGHT    -        -23.229 (meters)                     GEOID18
 ML0764  DYNAMIC HEIGHT  -        798.993 (meters)     2621.36  (feet) COMP
 ML0764  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 ML0764
 ML0764  VERT ORDER      -  SECOND    CLASS 0
 ML0764
 ML0764.The horizontal coordinates were scaled from a map and have
 ML0764.an estimated accuracy of +/- 6 seconds.
 ML0764
 ML0764.The orthometric height was determined by differential leveling and
 ML0764.adjusted by the NATIONAL GEODETIC SURVEY
 ML0764.in June 1991.
 ML0764
 ML0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0764.GEOID18 height accuracy estimate available here.
 ML0764
 ML0764.Click photographs - Photos may exist for this station.
 ML0764
 ML0764.The dynamic height is computed by dividing the NAVD 88
 ML0764.geopotential number by the normal gravity value computed on the
 ML0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0764.degrees latitude (g = 980.6199 gals.).
 ML0764
 ML0764.The modeled gravity was interpolated from observed gravity values.
 ML0764
 ML0764;                    North         East    Units  Estimated Accuracy
 ML0764;SPC NE       -   140,630.      520,130.      MT  (+/- 180 meters Scaled)
 ML0764
 ML0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML361501(NAD 83)
 ML0764
 ML0764                          SUPERSEDED SURVEY CONTROL
 ML0764
 ML0764  NGVD 29 (??/??/92)  799.157  (m)         2621.90   (f) ADJ UNCH    2 0
 ML0764
 ML0764.Superseded values are not recommended for survey control.
 ML0764
 ML0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0764.See file dsdata.pdf to determine how the superseded data were derived.
 ML0764
 ML0764_MARKER: DB = BENCH MARK DISK
 ML0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0764_STAMPING: M 60 1934
 ML0764_MARK LOGO: CGS
 ML0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0764+STABILITY: SURFACE MOTION
 ML0764
 ML0764  HISTORY     - Date     Condition        Report By
 ML0764  HISTORY     - 1934     MONUMENTED       CGS
 ML0764  HISTORY     - 1938     GOOD             CGS
 ML0764
 ML0764                          STATION DESCRIPTION
 ML0764
 ML0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0764'2.7 MI S FROM OCONTO.
 ML0764'2.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0764'OCONTO, 0.3 MILE SOUTH OF AN EAST-AND-WEST ROAD CROSSING, 0.2
 ML0764'MILE NORTH OF A CURVE TO THE EAST, 0.1 MILE NORTH OF A POINT
 ML0764'WHERE THE HIGHWAY TURNS EAST AND PASSES SOUTH OF A 2-1/2-STORY
 ML0764'FARMHOUSE, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 ML0764'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 ML0764'M 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0094 ***********************************************************************
 NP0094  DESIGNATION -  M 61 RESET
 NP0094  PID         -  NP0094
 NP0094  STATE/COUNTY-  NE/SHERIDAN
 NP0094  COUNTRY     -  US
 NP0094  USGS QUAD   -  LAKESIDE (2017)
 NP0094
 NP0094                         *CURRENT SURVEY CONTROL
 NP0094  ______________________________________________________________________
 NP0094* NAD 83(1986) POSITION- 42 03 43.73   (N) 102 28 32.97   (W)   HD_HELD1
 NP0094* NAVD 88 ORTHO HEIGHT -  1181.699 (meters)     3876.96  (feet) ADJUSTED
 NP0094  ______________________________________________________________________
 NP0094  GEOID HEIGHT    -        -18.849 (meters)                     GEOID18
 NP0094  DYNAMIC HEIGHT  -       1181.023 (meters)     3874.74  (feet) COMP
 NP0094  MODELED GRAVITY -    980,008.6   (mgal)                       NAVD 88
 NP0094
 NP0094  VERT ORDER      -  SECOND    CLASS 0
 NP0094
 NP0094.The horizontal coordinates were determined by differentially corrected
 NP0094.hand held GPS observations or other comparable positioning techniques
 NP0094.and have an estimated accuracy of +/- 3 meters.
 NP0094
 NP0094.The orthometric height was determined by differential leveling and
 NP0094.adjusted by the NATIONAL GEODETIC SURVEY
 NP0094.in June 1991.
 NP0094
 NP0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0094.GEOID18 height accuracy estimate available here.
 NP0094
 NP0094.Click photographs - Photos may exist for this station.
 NP0094
 NP0094.The dynamic height is computed by dividing the NAVD 88
 NP0094.geopotential number by the normal gravity value computed on the
 NP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0094.degrees latitude (g = 980.6199 gals.).
 NP0094
 NP0094.The modeled gravity was interpolated from observed gravity values.
 NP0094
 NP0094;                    North         East    Units  Estimated Accuracy
 NP0094;SPC NE       -   250,391.9     295,164.0     MT  (+/- 3 meters HH1 GPS) 
 NP0094
 NP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0884959759(NAD 83)
 NP0094
 NP0094                          SUPERSEDED SURVEY CONTROL
 NP0094
 NP0094  NGVD 29 (??/??/92) 1181.145  (m)         3875.14   (f) ADJ UNCH    2 0
 NP0094
 NP0094.Superseded values are not recommended for survey control.
 NP0094
 NP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0094.See file dsdata.pdf to determine how the superseded data were derived.
 NP0094
 NP0094_MARKER: DB = BENCH MARK DISK
 NP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0094_STAMPING: M 61 1934 RESET 1940
 NP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0094+STABILITY: SURFACE MOTION
 NP0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0094+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 NP0094
 NP0094  HISTORY     - Date     Condition        Report By
 NP0094  HISTORY     - 1940     MONUMENTED       CBQRR
 NP0094  HISTORY     - 20070424 GOOD             NEDR
 NP0094
 NP0094                          STATION DESCRIPTION
 NP0094
 NP0094'DESCRIBED BY BURLINGTON RAILROAD 1940
 NP0094'2.8 MI W FROM LAKE SIDE.
 NP0094'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0094'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 62 FEET NORTHEAST
 NP0094'OF THE ELEVENTH POLE EAST OF MILEPOST 345, AT A LONG FLAT
 NP0094'STRETCH OF LAND, 80 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 NP0094'2, 60 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.0 FEET
 NP0094'WEST OF A 4- BY 4-INCH WHITE POST PROJECTING 1.8 FEET ABOVE
 NP0094'GROUND.  A STANDARD DISK, STAMPED M 61 1934 RESET 1940 AND SET
 NP0094'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 NP0094'GROUND.
 NP0094
 NP0094                          STATION RECOVERY (2007)
 NP0094
 NP0094'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0094'NEW TIES
 NP0094'4.6 FT. EAST TO BASE OF METAL WITNESS POST
 NP0094'2.3 FT. NORTH TO BASE OF METAL WITNESS POST
 NP0094'60.0 FT. NORTH TO CENTERLINE OF SOUTH RR TRACK
 NP0094'
 NP0094'4X4 WHITE POST NOT FOUND
 NP0094'ELEVENTH POLE EAST OF MILEPOST 345 NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0181 ***********************************************************************
 MM0181  DESIGNATION -  M 63
 MM0181  PID         -  MM0181
 MM0181  STATE/COUNTY-  NE/THOMAS
 MM0181  COUNTRY     -  US
 MM0181  USGS QUAD   -  NORWAY (2017)
 MM0181
 MM0181                         *CURRENT SURVEY CONTROL
 MM0181  ______________________________________________________________________
 MM0181* NAD 83(1986) POSITION- 41 58 32.01   (N) 100 38 24.99   (W)   HD_HELD1
 MM0181* NAVD 88 ORTHO HEIGHT -   879.816 (meters)     2886.53  (feet) ADJUSTED
 MM0181  ______________________________________________________________________
 MM0181  GEOID HEIGHT    -        -21.612 (meters)                     GEOID18
 MM0181  DYNAMIC HEIGHT  -        879.355 (meters)     2885.02  (feet) COMP
 MM0181  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 MM0181
 MM0181  VERT ORDER      -  SECOND    CLASS 0
 MM0181
 MM0181.The horizontal coordinates were determined by differentially corrected
 MM0181.hand held GPS observations or other comparable positioning techniques
 MM0181.and have an estimated accuracy of +/- 3 meters.
 MM0181
 MM0181.The orthometric height was determined by differential leveling and
 MM0181.adjusted by the NATIONAL GEODETIC SURVEY
 MM0181.in June 1991.
 MM0181
 MM0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0181.GEOID18 height accuracy estimate available here.
 MM0181
 MM0181.Click photographs - Photos may exist for this station.
 MM0181
 MM0181.The dynamic height is computed by dividing the NAVD 88
 MM0181.geopotential number by the normal gravity value computed on the
 MM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0181.degrees latitude (g = 980.6199 gals.).
 MM0181
 MM0181.The modeled gravity was interpolated from observed gravity values.
 MM0181
 MM0181;                    North         East    Units  Estimated Accuracy
 MM0181;SPC NE       -   238,040.4     446,949.3     MT  (+/- 3 meters HH1 GPS) 
 MM0181
 MM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6410248363(NAD 83)
 MM0181
 MM0181                          SUPERSEDED SURVEY CONTROL
 MM0181
 MM0181  NGVD 29 (??/??/92)  879.491  (m)         2885.46   (f) ADJ UNCH    2 0
 MM0181
 MM0181.Superseded values are not recommended for survey control.
 MM0181
 MM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0181.See file dsdata.pdf to determine how the superseded data were derived.
 MM0181
 MM0181_MARKER: DB = BENCH MARK DISK
 MM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0181_STAMPING: M 63 1934
 MM0181_MARK LOGO: CGS
 MM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0181+STABILITY: SURFACE MOTION
 MM0181
 MM0181  HISTORY     - Date     Condition        Report By
 MM0181  HISTORY     - 1934     MONUMENTED       CGS
 MM0181  HISTORY     - 19850621 MARK NOT FOUND   USPSQD
 MM0181
 MM0181                          STATION DESCRIPTION
 MM0181
 MM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0181'3.5 MI W FROM THEDFORD.
 MM0181'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MM0181'FROM THE STATION AT THEDFORD, THOMAS COUNTY, 7 RAILS WEST OF
 MM0181'MILEPOST 246, 63 FEET NORTHWEST OF THE CENTER OF A ROAD
 MM0181'CROSSING, 37.0 FEET NORTH OF THE NORTH RAIL, 29.5 FEET NORTHWEST
 MM0181'OF A CROSSING SIGN, AND 13.0 FEET SOUTH OF THE RIGHT-OF-WAY
 MM0181'FENCE.  A STANDARD DISK, STAMPED W 63 1934 AND SET IN THE
 MM0181'TOP OF A CONCRETE POST.
 MM0181
 MM0181                          STATION RECOVERY (1985)
 MM0181
 MM0181'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0160 ***********************************************************************
 MM0160  DESIGNATION -  M 64
 MM0160  PID         -  MM0160
 MM0160  STATE/COUNTY-  NE/THOMAS
 MM0160  COUNTRY     -  US
 MM0160  USGS QUAD   -  THEDFORD (2017)
 MM0160
 MM0160                         *CURRENT SURVEY CONTROL
 MM0160  ______________________________________________________________________
 MM0160* NAD 83(1986) POSITION- 41 57 25.     (N) 100 33 40.     (W)   SCALED
 MM0160* NAVD 88 ORTHO HEIGHT -   887.574 (meters)     2911.98  (feet) ADJUSTED
 MM0160  ______________________________________________________________________
 MM0160  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 MM0160  DYNAMIC HEIGHT  -        887.116 (meters)     2910.48  (feet) COMP
 MM0160  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 MM0160
 MM0160  VERT ORDER      -  SECOND    CLASS 0
 MM0160
 MM0160.The horizontal coordinates were scaled from a map and have
 MM0160.an estimated accuracy of +/- 6 seconds.
 MM0160
 MM0160.The orthometric height was determined by differential leveling and
 MM0160.adjusted by the NATIONAL GEODETIC SURVEY
 MM0160.in June 1991.
 MM0160
 MM0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0160.GEOID18 height accuracy estimate available here.
 MM0160
 MM0160.Click photographs - Photos may exist for this station.
 MM0160
 MM0160.The dynamic height is computed by dividing the NAVD 88
 MM0160.geopotential number by the normal gravity value computed on the
 MM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0160.degrees latitude (g = 980.6199 gals.).
 MM0160
 MM0160.The modeled gravity was interpolated from observed gravity values.
 MM0160
 MM0160;                    North         East    Units  Estimated Accuracy
 MM0160;SPC NE       -   235,930.      453,500.      MT  (+/- 180 meters Scaled)
 MM0160
 MM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM706461(NAD 83)
 MM0160
 MM0160                          SUPERSEDED SURVEY CONTROL
 MM0160
 MM0160  NGVD 29 (??/??/92)  887.260  (m)         2910.95   (f) ADJ UNCH    2 0
 MM0160
 MM0160.Superseded values are not recommended for survey control.
 MM0160
 MM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0160.See file dsdata.pdf to determine how the superseded data were derived.
 MM0160
 MM0160_MARKER: DD = SURVEY DISK
 MM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0160_STAMPING: M 64 1934
 MM0160_MARK LOGO: CGS
 MM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0160+STABILITY: SURFACE MOTION
 MM0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0160+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1988
 MM0160
 MM0160  HISTORY     - Date     Condition        Report By
 MM0160  HISTORY     - 1934     MONUMENTED       CGS
 MM0160  HISTORY     - 1972     GOOD             LOCSUR
 MM0160  HISTORY     - 19880526 GOOD             NGS
 MM0160
 MM0160                          STATION DESCRIPTION
 MM0160
 MM0160'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MM0160'1.6 MI S FROM THEDFORD.
 MM0160'1.6 MI. SOUTH ALONG STATE HIGHWAY 83 FROM THE CHICAGO, BURLINGTON,
 MM0160'AND QUINCY RAILROAD (BURLINGTON NORTHERN) AT THEDFORD, THOMAS
 MM0160'COUNTY, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MM0160'NEAR A SMALL CLUMP OF EVERGREEN TREES, ABOUT 4 FEET SOUTH OF AN
 MM0160'EAST-WEST FENCE, ABOUT 711 FEET WEST OF STATION 1799+31 OF THE
 MM0160'PROPOSED NEW LOCATION OF HIGHWAY 83 AND PROTRUDING 2.8 FEET
 MM0160'ABOVE THE GROUND.  NOTE-- BUT PROTRUDES 2.8 FEET ABOVE THE
 MM0160'GROUND.
 MM0160
 MM0160                          STATION RECOVERY (1988)
 MM0160
 MM0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MM0160'RECOVERED IN GOOD CONDITION, 1.45 KM (0.90 MI) SOUTH ALONG U.S.
 MM0160'HIGHWAY 83, FROM THE JUNCTION WITH STATE HIGHWAY 2, AT THEDFORD, THEN
 MM0160'RIGHT AND IMMEDIATELY LEFT AND CONTINUE SOUTH ALONG AN OLD ALIGNMENT
 MM0160'OF THE HIGHWAY FOR 1.13 KM (0.70 MI) TO THE MARK ON THE RIGHT, ABOUT
 MM0160'216.7 M (711.0 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, AT
 MM0160'HIGHWAY STATION 1799+31, 171 M (561.0 FT) WEST FROM THE CENTERLINE OF
 MM0160'THE OLD ALIGNMENT, 1.22 M (4.0 FT) SOUTH FROM AN EAST/WEST FENCE, IN
 MM0160'THE NW CORNER SEC22, T23N, R28W AND PROJECTS 0.55 M (1.8 FT)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0465 ***********************************************************************
 NN0465  DESIGNATION -  M 67
 NN0465  PID         -  NN0465
 NN0465  STATE/COUNTY-  NE/BROWN
 NN0465  COUNTRY     -  US
 NN0465  USGS QUAD   -  GOLDMAN LAKE NE (2017)
 NN0465
 NN0465                         *CURRENT SURVEY CONTROL
 NN0465  ______________________________________________________________________
 NN0465* NAD 83(1986) POSITION- 42 11 14.     (N) 099 50 15.     (W)   SCALED
 NN0465* NAVD 88 ORTHO HEIGHT -   777.134 (meters)     2549.65  (feet) ADJUSTED
 NN0465  ______________________________________________________________________
 NN0465  GEOID HEIGHT    -        -22.459 (meters)                     GEOID18
 NN0465  DYNAMIC HEIGHT  -        776.773 (meters)     2548.46  (feet) COMP
 NN0465  MODELED GRAVITY -    980,130.8   (mgal)                       NAVD 88
 NN0465
 NN0465  VERT ORDER      -  SECOND    CLASS 0
 NN0465
 NN0465.The horizontal coordinates were scaled from a map and have
 NN0465.an estimated accuracy of +/- 6 seconds.
 NN0465
 NN0465.The orthometric height was determined by differential leveling and
 NN0465.adjusted by the NATIONAL GEODETIC SURVEY
 NN0465.in June 1991.
 NN0465
 NN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0465.GEOID18 height accuracy estimate available here.
 NN0465
 NN0465.Click photographs - Photos may exist for this station.
 NN0465
 NN0465.The dynamic height is computed by dividing the NAVD 88
 NN0465.geopotential number by the normal gravity value computed on the
 NN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0465.degrees latitude (g = 980.6199 gals.).
 NN0465
 NN0465.The modeled gravity was interpolated from observed gravity values.
 NN0465
 NN0465;                    North         East    Units  Estimated Accuracy
 NN0465;SPC NE       -   261,360.      513,420.      MT  (+/- 180 meters Scaled)
 NN0465
 NN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM308709(NAD 83)
 NN0465
 NN0465                          SUPERSEDED SURVEY CONTROL
 NN0465
 NN0465  NGVD 29 (??/??/92)  776.837  (m)         2548.67   (f) ADJ UNCH    2 0
 NN0465
 NN0465.Superseded values are not recommended for survey control.
 NN0465
 NN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0465.See file dsdata.pdf to determine how the superseded data were derived.
 NN0465
 NN0465_MARKER: DB = BENCH MARK DISK
 NN0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0465_STAMPING: M 67 1935
 NN0465_MARK LOGO: CGS
 NN0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0465+STABILITY: SURFACE MOTION
 NN0465
 NN0465  HISTORY     - Date     Condition        Report By
 NN0465  HISTORY     - 1935     MONUMENTED       CGS
 NN0465  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0465
 NN0465                          STATION DESCRIPTION
 NN0465
 NN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0465'25.3 MI S FROM AINSWORTH.
 NN0465'ABOUT 25.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0465'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 0.5 MILE SOUTH OF
 NN0465'A BRIDGE OVER A RIVER, AT THE NORTHEAST EDGE OF A GROUP OF PINE
 NN0465'TREES, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 5 FEET
 NN0465'WEST OF A CORNER POST.  A STANDARD DISK, STAMPED M 67 1935 AND
 NN0465'SET IN THE TOP OF A CONCRETE POST.
 NN0465
 NN0465                          STATION RECOVERY (1975)
 NN0465
 NN0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0107 ***********************************************************************
 MM0107  DESIGNATION -  M 7
 MM0107  PID         -  MM0107
 MM0107  STATE/COUNTY-  NE/LINCOLN
 MM0107  COUNTRY     -  US
 MM0107  USGS QUAD   -  HERSHEY EAST (2017)
 MM0107
 MM0107                         *CURRENT SURVEY CONTROL
 MM0107  ______________________________________________________________________
 MM0107* NAD 83(1986) POSITION- 41 09 13.     (N) 100 53 14.     (W)   SCALED
 MM0107* NAVD 88 ORTHO HEIGHT -   869.685 (meters)     2853.29  (feet) ADJUSTED
 MM0107  ______________________________________________________________________
 MM0107  GEOID HEIGHT    -        -22.063 (meters)                     GEOID18
 MM0107  DYNAMIC HEIGHT  -        869.167 (meters)     2851.59  (feet) COMP
 MM0107  MODELED GRAVITY -    979,998.5   (mgal)                       NAVD 88
 MM0107
 MM0107  VERT ORDER      -  FIRST     CLASS II
 MM0107
 MM0107.The horizontal coordinates were scaled from a map and have
 MM0107.an estimated accuracy of +/- 6 seconds.
 MM0107
 MM0107.The orthometric height was determined by differential leveling and
 MM0107.adjusted by the NATIONAL GEODETIC SURVEY
 MM0107.in June 1991.
 MM0107
 MM0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0107.GEOID18 height accuracy estimate available here.
 MM0107
 MM0107.Click photographs - Photos may exist for this station.
 MM0107
 MM0107.The dynamic height is computed by dividing the NAVD 88
 MM0107.geopotential number by the normal gravity value computed on the
 MM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0107.degrees latitude (g = 980.6199 gals.).
 MM0107
 MM0107.The modeled gravity was interpolated from observed gravity values.
 MM0107
 MM0107;                    North         East    Units  Estimated Accuracy
 MM0107;SPC NE       -   146,970.      425,550.      MT  (+/- 180 meters Scaled)
 MM0107
 MM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL416575(NAD 83)
 MM0107
 MM0107                          SUPERSEDED SURVEY CONTROL
 MM0107
 MM0107  NGVD 29 (02/14/92)  869.310  (m)         2852.06   (f) ADJUSTED    1 2
 MM0107  NGVD 29 (??/??/87)  869.322  (m)         2852.10   (f) SUPERSEDED  1 2
 MM0107
 MM0107.Superseded values are not recommended for survey control.
 MM0107
 MM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0107.See file dsdata.pdf to determine how the superseded data were derived.
 MM0107
 MM0107_MARKER: DB = BENCH MARK DISK
 MM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0107_STAMPING: M 7 1933 2852.101
 MM0107_MARK LOGO: CGS
 MM0107_PROJECTION: RECESSED 22 CENTIMETERS
 MM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0107+STABILITY: SURFACE MOTION
 MM0107
 MM0107  HISTORY     - Date     Condition        Report By
 MM0107  HISTORY     - 1933     MONUMENTED       CGS
 MM0107  HISTORY     - 1934     GOOD             CGS
 MM0107  HISTORY     - 1986     GOOD             NGS
 MM0107  HISTORY     - 20160531 MARK NOT FOUND   INDIV
 MM0107
 MM0107                          STATION DESCRIPTION
 MM0107
 MM0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0107'6.8 MI W FROM NORTH PLATTE.
 MM0107'ABOUT 6.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0107'NORTH PLATTE, LINCOLN COUNTY, ABOUT 0.5 MILE WEST OF THE STATION
 MM0107'AT BIRDWOOD, ABOUT 8 POLES EAST OF MILEPOST 291, ABOUT 100 YARDS
 MM0107'WEST OF AN IRRIGATION CANAL, AT A COUNTY-ROAD CROSSING, 42 FEET
 MM0107'WEST OF THE CENTER LINE OF THE ROAD, 66.6 FEET SOUTH OF THE
 MM0107'SOUTH RAIL OF THE SOUTH MAIN TRACK, 9.2 FEET WEST OF THE WEST
 MM0107'FENCE OF THE ROAD, AND 5 FEET NORTH OF THE SOUTH RAILROAD
 MM0107'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2852.101 M 7 1933
 MM0107'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 MM0107'ABOVE GROUND.
 MM0107
 MM0107                          STATION RECOVERY (1934)
 MM0107
 MM0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0107'RECOVERED IN GOOD CONDITION.
 MM0107
 MM0107                          STATION RECOVERY (1986)
 MM0107
 MM0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0107'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.26 KM (5.78
 MM0107'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE ROUTE 56 C IN
 MM0107'HERSHEY, THENCE 1.0 KM (0.62 MI) SOUTH ALONG A PAVED ROAD, AT THE
 MM0107'CROSSING OF THE UNION PACIFIC RAILROAD, 13.1 METERS (43 FT) WEST OF
 MM0107'THE CENTER OF AN ASPHALT ROAD, 5.0 METERS (16.3 FT) EAST-SOUTHEAST OF
 MM0107'THE NORTH 1 OF 2 POWER LINE BRACE POLES, 1.5 METERS (5 FT) NORTH OF A
 MM0107'FENCE AND 1.5 METERS (5 FT) WEST OF A FENCE.
 MM0107'THE MARK IS 0.46 METERS  NW FROM  A WITNESS POST
 MM0107'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 MM0107
 MM0107                          STATION RECOVERY (2016)
 MM0107
 MM0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0107'FROM THE INTERSECTION OF HWY 30 AND N. FRONT RD. GO SOUTH ON NORTH
 MM0107'FRONT RD APPROX. 3200 FEET.  
 MM0107'IT PROBABLY IS STILL HERE BUT TOO MUCH RAILROAD ACTIVITY IS A PROBLEM.
 MM0107'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0013 ***********************************************************************
 ML0013  DESIGNATION -  M 70
 ML0013  PID         -  ML0013
 ML0013  STATE/COUNTY-  NE/WHEELER
 ML0013  COUNTRY     -  US
 ML0013  USGS QUAD   -  MIGNERY RANCH (2017)
 ML0013
 ML0013                         *CURRENT SURVEY CONTROL
 ML0013  ______________________________________________________________________
 ML0013* NAD 83(1986) POSITION- 41 59 15.     (N) 098 23 35.     (W)   SCALED
 ML0013* NAVD 88 ORTHO HEIGHT -   610.791 (meters)     2003.90  (feet) ADJUSTED
 ML0013  ______________________________________________________________________
 ML0013  GEOID HEIGHT    -        -24.247 (meters)                     GEOID18
 ML0013  DYNAMIC HEIGHT  -        610.529 (meters)     2003.04  (feet) COMP
 ML0013  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 ML0013
 ML0013  VERT ORDER      -  SECOND    CLASS 0
 ML0013
 ML0013.The horizontal coordinates were scaled from a map and have
 ML0013.an estimated accuracy of +/- 6 seconds.
 ML0013
 ML0013.The orthometric height was determined by differential leveling and
 ML0013.adjusted by the NATIONAL GEODETIC SURVEY
 ML0013.in June 1991.
 ML0013
 ML0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0013.GEOID18 height accuracy estimate available here.
 ML0013
 ML0013.Click photographs - Photos may exist for this station.
 ML0013
 ML0013.The dynamic height is computed by dividing the NAVD 88
 ML0013.geopotential number by the normal gravity value computed on the
 ML0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0013.degrees latitude (g = 980.6199 gals.).
 ML0013
 ML0013.The modeled gravity was interpolated from observed gravity values.
 ML0013
 ML0013;                    North         East    Units  Estimated Accuracy
 ML0013;SPC NE       -   240,410.      633,110.      MT  (+/- 180 meters Scaled)
 ML0013
 ML0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM502485(NAD 83)
 ML0013
 ML0013                          SUPERSEDED SURVEY CONTROL
 ML0013
 ML0013  NGVD 29 (??/??/92)  610.561  (m)         2003.15   (f) ADJ UNCH    2 0
 ML0013
 ML0013.Superseded values are not recommended for survey control.
 ML0013
 ML0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0013.See file dsdata.pdf to determine how the superseded data were derived.
 ML0013
 ML0013_MARKER: DB = BENCH MARK DISK
 ML0013_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0013_STAMPING: M 70 1935
 ML0013_MARK LOGO: CGS
 ML0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0013
 ML0013  HISTORY     - Date     Condition        Report By
 ML0013  HISTORY     - 1935     MONUMENTED       CGS
 ML0013  HISTORY     - 1938     GOOD             CGS
 ML0013
 ML0013                          STATION DESCRIPTION
 ML0013
 ML0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0013'5.6 MI W FROM PARK CENTER.
 ML0013'5.6 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0013'NO. 53 BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 45.5 FEET
 ML0013'NORTH OF THE CENTER OF THE HIGHWAY, 30 FEET WEST OF A SIDE ROAD
 ML0013'APPROACH, 2.0 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.5 FEET
 ML0013'NORTH OF THE RIGHT OF WAY FENCE LINE, 1.0 FOOT EAST OF A
 ML0013'NORTH-SOUTH FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 ML0013'CONCRETE POST.  NOTE-- THIS MARK WAS COVERED WITH THREE INCHES
 ML0013'OF SOIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0608 ***********************************************************************
 ML0608  DESIGNATION -  M 71
 ML0608  PID         -  ML0608
 ML0608  STATE/COUNTY-  NE/GARFIELD
 ML0608  COUNTRY     -  US
 ML0608  USGS QUAD   -  BURWELL (2017)
 ML0608
 ML0608                         *CURRENT SURVEY CONTROL
 ML0608  ______________________________________________________________________
 ML0608* NAD 83(1986) POSITION- 41 46 52.     (N) 099 08 06.     (W)   SCALED
 ML0608* NAVD 88 ORTHO HEIGHT -   662.627 (meters)     2173.97  (feet) ADJUSTED
 ML0608  ______________________________________________________________________
 ML0608  GEOID HEIGHT    -        -23.548 (meters)                     GEOID18
 ML0608  DYNAMIC HEIGHT  -        662.307 (meters)     2172.92  (feet) COMP
 ML0608  MODELED GRAVITY -    980,117.5   (mgal)                       NAVD 88
 ML0608
 ML0608  VERT ORDER      -  SECOND    CLASS 0
 ML0608
 ML0608.The horizontal coordinates were scaled from a map and have
 ML0608.an estimated accuracy of +/- 6 seconds.
 ML0608
 ML0608.The orthometric height was determined by differential leveling and
 ML0608.adjusted by the NATIONAL GEODETIC SURVEY
 ML0608.in June 1991.
 ML0608
 ML0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0608.GEOID18 height accuracy estimate available here.
 ML0608
 ML0608.Click photographs - Photos may exist for this station.
 ML0608
 ML0608.The dynamic height is computed by dividing the NAVD 88
 ML0608.geopotential number by the normal gravity value computed on the
 ML0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0608.degrees latitude (g = 980.6199 gals.).
 ML0608
 ML0608.The modeled gravity was interpolated from observed gravity values.
 ML0608
 ML0608;                    North         East    Units  Estimated Accuracy
 ML0608;SPC NE       -   216,610.      571,890.      MT  (+/- 180 meters Scaled)
 ML0608
 ML0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM887254(NAD 83)
 ML0608
 ML0608                          SUPERSEDED SURVEY CONTROL
 ML0608
 ML0608  NGVD 29 (??/??/92)  662.362  (m)         2173.10   (f) ADJ UNCH    2 0
 ML0608
 ML0608.Superseded values are not recommended for survey control.
 ML0608
 ML0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0608.See file dsdata.pdf to determine how the superseded data were derived.
 ML0608
 ML0608_MARKER: DB = BENCH MARK DISK
 ML0608_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0608_STAMPING: M 71 1935
 ML0608_MARK LOGO: CGS
 ML0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0608
 ML0608  HISTORY     - Date     Condition        Report By
 ML0608  HISTORY     - 1935     MONUMENTED       CGS
 ML0608  HISTORY     - 1938     GOOD             CGS
 ML0608
 ML0608                          STATION DESCRIPTION
 ML0608
 ML0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0608'AT BURWELL.
 ML0608'AT THE GARFIELD COUNTY COURTHOUSE IN BURWELL, AT THE CORNER OF
 ML0608'WASHINGTON AND WEBSTER STREETS, 100 FEET SOUTH OF THE CENTER
 ML0608'OF WASHINGTON STREET, 51.8 FEET EAST OF THE CENTER OF WEBSTER
 ML0608'STREET, 27.9 FEET WEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE,
 ML0608'21 FEET SOUTH OF THE SOUTH SIDE OF THE SIDEWALK LEADING TO THE
 ML0608'COURTHOUSE ENTRANCE.  A STANDARD DISK SET HORIZONTAL IN A
 ML0608'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0878 ***********************************************************************
 ML0878  DESIGNATION -  M 72
 ML0878  PID         -  ML0878
 ML0878  STATE/COUNTY-  NE/BLAINE
 ML0878  COUNTRY     -  US
 ML0878  USGS QUAD   -  BREWSTER (2017)
 ML0878
 ML0878                         *CURRENT SURVEY CONTROL
 ML0878  ______________________________________________________________________
 ML0878* NAD 83(1986) POSITION- 41 55 42.     (N) 099 49 41.     (W)   SCALED
 ML0878* NAVD 88 ORTHO HEIGHT -   756.847 (meters)     2483.09  (feet) ADJUSTED
 ML0878  ______________________________________________________________________
 ML0878  GEOID HEIGHT    -        -22.480 (meters)                     GEOID18
 ML0878  DYNAMIC HEIGHT  -        756.482 (meters)     2481.89  (feet) COMP
 ML0878  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 ML0878
 ML0878  VERT ORDER      -  SECOND    CLASS 0
 ML0878
 ML0878.The horizontal coordinates were scaled from a map and have
 ML0878.an estimated accuracy of +/- 6 seconds.
 ML0878
 ML0878.The orthometric height was determined by differential leveling and
 ML0878.adjusted by the NATIONAL GEODETIC SURVEY
 ML0878.in June 1991.
 ML0878
 ML0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0878.GEOID18 height accuracy estimate available here.
 ML0878
 ML0878.Click photographs - Photos may exist for this station.
 ML0878
 ML0878.The dynamic height is computed by dividing the NAVD 88
 ML0878.geopotential number by the normal gravity value computed on the
 ML0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0878.degrees latitude (g = 980.6199 gals.).
 ML0878
 ML0878.The modeled gravity was interpolated from observed gravity values.
 ML0878
 ML0878;                    North         East    Units  Estimated Accuracy
 ML0878;SPC NE       -   232,610.      514,260.      MT  (+/- 180 meters Scaled)
 ML0878
 ML0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM313421(NAD 83)
 ML0878
 ML0878                          SUPERSEDED SURVEY CONTROL
 ML0878
 ML0878  NGVD 29 (??/??/92)  756.562  (m)         2482.15   (f) ADJ UNCH    2 0
 ML0878
 ML0878.Superseded values are not recommended for survey control.
 ML0878
 ML0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0878.See file dsdata.pdf to determine how the superseded data were derived.
 ML0878
 ML0878_MARKER: DB = BENCH MARK DISK
 ML0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0878_STAMPING: M 72 1935
 ML0878_MARK LOGO: CGS
 ML0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0878+STABILITY: SURFACE MOTION
 ML0878
 ML0878  HISTORY     - Date     Condition        Report By
 ML0878  HISTORY     - 1935     MONUMENTED       CGS
 ML0878  HISTORY     - 1949     GOOD             USGS
 ML0878
 ML0878                          STATION DESCRIPTION
 ML0878
 ML0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0878'2.2 MI E FROM BREWSTER.
 ML0878'2.25 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG ROAD HIGHWAY
 ML0878'53 BETWEEN BREWSTER AND TAYLOR, 87 FEET EAST OF THE EAST ONE OF
 ML0878'TWO TREES STANDING BY THEMSELVES, 33 FEET SOUTH OF THE CENTER
 ML0878'LINE OF THE ROAD, NEAR THE WEST END OF 1/4 MILE LINE OF COTTONWOOD
 ML0878'TREES.
 ML0878
 ML0878                          STATION RECOVERY (1949)
 ML0878
 ML0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0024 ***********************************************************************
 MN0024  DESIGNATION -  M 74
 MN0024  PID         -  MN0024
 MN0024  STATE/COUNTY-  NE/GARDEN
 MN0024  COUNTRY     -  US
 MN0024  USGS QUAD   -  BLACK LAKE (2017)
 MN0024
 MN0024                         *CURRENT SURVEY CONTROL
 MN0024  ______________________________________________________________________
 MN0024* NAD 83(1986) POSITION- 41 59 17.23   (N) 102 18 03.00   (W)   HD_HELD1
 MN0024* NAVD 88 ORTHO HEIGHT -  1190.100 (meters)     3904.52  (feet) ADJUSTED
 MN0024  ______________________________________________________________________
 MN0024  GEOID HEIGHT    -        -19.076 (meters)                     GEOID18
 MN0024  DYNAMIC HEIGHT  -       1189.399 (meters)     3902.22  (feet) COMP
 MN0024  MODELED GRAVITY -    979,992.4   (mgal)                       NAVD 88
 MN0024
 MN0024  VERT ORDER      -  SECOND    CLASS 0
 MN0024
 MN0024.The horizontal coordinates were determined by differentially corrected
 MN0024.hand held GPS observations or other comparable positioning techniques
 MN0024.and have an estimated accuracy of +/- 3 meters.
 MN0024
 MN0024.The orthometric height was determined by differential leveling and
 MN0024.adjusted by the NATIONAL GEODETIC SURVEY
 MN0024.in June 1991.
 MN0024
 MN0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0024.GEOID18 height accuracy estimate available here.
 MN0024
 MN0024.Click photographs - Photos may exist for this station.
 MN0024
 MN0024.The dynamic height is computed by dividing the NAVD 88
 MN0024.geopotential number by the normal gravity value computed on the
 MN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0024.degrees latitude (g = 980.6199 gals.).
 MN0024
 MN0024.The modeled gravity was interpolated from observed gravity values.
 MN0024
 MN0024;                    North         East    Units  Estimated Accuracy
 MN0024;SPC NE       -   241,774.8     309,419.6     MT  (+/- 3 meters HH1 GPS) 
 MN0024
 MN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2358851981(NAD 83)
 MN0024
 MN0024                          SUPERSEDED SURVEY CONTROL
 MN0024
 MN0024  NGVD 29 (??/??/92) 1189.534  (m)         3902.66   (f) ADJ UNCH    2 0
 MN0024
 MN0024.Superseded values are not recommended for survey control.
 MN0024
 MN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0024.See file dsdata.pdf to determine how the superseded data were derived.
 MN0024
 MN0024_MARKER: DB = BENCH MARK DISK
 MN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0024_STAMPING: M 74 1934
 MN0024_MARK LOGO: CGS
 MN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0024+STABILITY: SURFACE MOTION
 MN0024
 MN0024  HISTORY     - Date     Condition        Report By
 MN0024  HISTORY     - 1934     MONUMENTED       CGS
 MN0024  HISTORY     - 1938     GOOD             CGS
 MN0024
 MN0024                          STATION DESCRIPTION
 MN0024
 MN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0024'5.9 MI S FROM ELLSWORTH.
 MN0024'IN GARDEN COUNTY, 5.9 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE
 MN0024'MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0024'STATION AT ELLSWORTH, SHERIDAN COUNTY, AT THE ELMER KOCH RANCH,
 MN0024'20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 22 FEET
 MN0024'EAST OF THE EAST EDGE OF A CONCRETE WALK, 4 FEET WEST OF A
 MN0024'FENCE CORNER, AND 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE.  A
 MN0024'STANDARD DISK, STAMPED M 74 1934 AND SET IN THE TOP OF A CONCRETE
 MN0024'POST.
 MN0024
 MN0024                          STATION RECOVERY (1938)
 MN0024
 MN0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0059 ***********************************************************************
 NP0059  DESIGNATION -  M 75
 NP0059  PID         -  NP0059
 NP0059  STATE/COUNTY-  NE/SHERIDAN
 NP0059  COUNTRY     -  US
 NP0059  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0059
 NP0059                         *CURRENT SURVEY CONTROL
 NP0059  ______________________________________________________________________
 NP0059* NAD 83(1986) POSITION- 42 31 46.     (N) 102 09 41.     (W)   SCALED
 NP0059* NAVD 88 ORTHO HEIGHT -  1158.475 (meters)     3800.76  (feet) ADJUSTED
 NP0059  ______________________________________________________________________
 NP0059  GEOID HEIGHT    -        -18.464 (meters)                     GEOID18
 NP0059  DYNAMIC HEIGHT  -       1157.880 (meters)     3798.81  (feet) COMP
 NP0059  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 NP0059
 NP0059  VERT ORDER      -  SECOND    CLASS 0
 NP0059
 NP0059.The horizontal coordinates were scaled from a map and have
 NP0059.an estimated accuracy of +/- 6 seconds.
 NP0059
 NP0059.The orthometric height was determined by differential leveling and
 NP0059.adjusted by the NATIONAL GEODETIC SURVEY
 NP0059.in June 1991.
 NP0059
 NP0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0059.GEOID18 height accuracy estimate available here.
 NP0059
 NP0059.Click photographs - Photos may exist for this station.
 NP0059
 NP0059.The dynamic height is computed by dividing the NAVD 88
 NP0059.geopotential number by the normal gravity value computed on the
 NP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0059.degrees latitude (g = 980.6199 gals.).
 NP0059
 NP0059.The modeled gravity was interpolated from observed gravity values.
 NP0059
 NP0059;                    North         East    Units  Estimated Accuracy
 NP0059;SPC NE       -   301,570.      322,470.      MT  (+/- 180 meters Scaled)
 NP0059
 NP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH331124(NAD 83)
 NP0059
 NP0059                          SUPERSEDED SURVEY CONTROL
 NP0059
 NP0059  NGVD 29 (??/??/92) 1157.960  (m)         3799.07   (f) ADJ UNCH    2 0
 NP0059
 NP0059.Superseded values are not recommended for survey control.
 NP0059
 NP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0059.See file dsdata.pdf to determine how the superseded data were derived.
 NP0059
 NP0059_MARKER: DB = BENCH MARK DISK
 NP0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0059_STAMPING: M 75 1934
 NP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0059+STABILITY: SURFACE MOTION
 NP0059
 NP0059  HISTORY     - Date     Condition        Report By
 NP0059  HISTORY     - 1934     MONUMENTED       CGS
 NP0059  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0059
 NP0059                          STATION DESCRIPTION
 NP0059
 NP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0059'21.9 MI S FROM GORDON.
 NP0059'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0059'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0059'7.0 MILES SOUTH ALONG THE ELLSWORTH ROAD, 0.3 MILE NORTHEAST OF
 NP0059'THE JUNCTION OF A ROAD LEADING NORTH TO THE MODISETT RANCH,
 NP0059'140 FEET WEST OF THE FENCE CORNER, 24 FEET SOUTHEAST OF THE CENTER
 NP0059'OF AN AUTO GATE, 14 FEET EAST OF THE ROAD, AND 14 FEET SOUTH
 NP0059'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED M 75 1934
 NP0059'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROD HAS BEEN
 NP0059'RECONSTRUCTED.
 NP0059
 NP0059                          STATION RECOVERY (1969)
 NP0059
 NP0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0577 ***********************************************************************
 MK0577  DESIGNATION -  M 77
 MK0577  PID         -  MK0577
 MK0577  STATE/COUNTY-  NE/DOUGLAS
 MK0577  COUNTRY     -  US
 MK0577  USGS QUAD   -  VALLEY (2017)
 MK0577
 MK0577                         *CURRENT SURVEY CONTROL
 MK0577  ______________________________________________________________________
 MK0577* NAD 83(1986) POSITION- 41 19 13.     (N) 096 21 17.     (W)   SCALED
 MK0577* NAVD 88 ORTHO HEIGHT -   348.919 (meters)     1144.75  (feet) ADJUSTED
 MK0577  ______________________________________________________________________
 MK0577  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 MK0577  DYNAMIC HEIGHT  -        348.757 (meters)     1144.21  (feet) COMP
 MK0577  MODELED GRAVITY -    980,149.3   (mgal)                       NAVD 88
 MK0577
 MK0577  VERT ORDER      -  SECOND    CLASS 0
 MK0577
 MK0577.The horizontal coordinates were scaled from a map and have
 MK0577.an estimated accuracy of +/- 6 seconds.
 MK0577
 MK0577.The orthometric height was determined by differential leveling and
 MK0577.adjusted by the NATIONAL GEODETIC SURVEY
 MK0577.in June 1991.
 MK0577
 MK0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0577.GEOID18 height accuracy estimate available here.
 MK0577
 MK0577.Click photographs - Photos may exist for this station.
 MK0577
 MK0577.The dynamic height is computed by dividing the NAVD 88
 MK0577.geopotential number by the normal gravity value computed on the
 MK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0577.degrees latitude (g = 980.6199 gals.).
 MK0577
 MK0577.The modeled gravity was interpolated from observed gravity values.
 MK0577
 MK0577;                    North         East    Units  Estimated Accuracy
 MK0577;SPC NE       -   171,520.      805,010.      MT  (+/- 180 meters Scaled)
 MK0577
 MK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL214776(NAD 83)
 MK0577
 MK0577                          SUPERSEDED SURVEY CONTROL
 MK0577
 MK0577  NGVD 29 (??/??/92)  348.782  (m)         1144.30   (f) ADJ UNCH    2 0
 MK0577
 MK0577.Superseded values are not recommended for survey control.
 MK0577
 MK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0577.See file dsdata.pdf to determine how the superseded data were derived.
 MK0577
 MK0577_MARKER: DB = BENCH MARK DISK
 MK0577_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK0577+WITH SETTING: PAVEMENT
 MK0577_SP_SET: WATER TANK BASE
 MK0577_STAMPING: M 77 1934
 MK0577_MARK LOGO: CGS
 MK0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0577+STABILITY: SURFACE MOTION
 MK0577
 MK0577  HISTORY     - Date     Condition        Report By
 MK0577  HISTORY     - 1934     MONUMENTED       CGS
 MK0577  HISTORY     - 1947     GOOD             CGS
 MK0577  HISTORY     - 1976     GOOD             LOCSUR
 MK0577
 MK0577                          STATION DESCRIPTION
 MK0577
 MK0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0577'0.7 MI NW FROM VALLEY.
 MK0577'0.7 MILE NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MK0577'STATION AT VALLEY, AT THE VALLEY FEED YARDS, ABOUT 77 YARDS
 MK0577'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST MAIN TRACK, ABOUT
 MK0577'56 YARDS WEST OF THE SOUTHWEST CORNER OF THE MAIN OFFICE BUILDING
 MK0577'AT THE YARDS, SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST
 MK0577'CONCRETE BASE OF THE VALLEY FEED YARDS WATER TANK, 10 INCHES
 MK0577'ABOVE THE GROUND.
 MK0577
 MK0577                          STATION RECOVERY (1976)
 MK0577
 MK0577'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0690 ***********************************************************************
 MK0690  DESIGNATION -  M 79
 MK0690  PID         -  MK0690
 MK0690  STATE/COUNTY-  NE/SARPY
 MK0690  COUNTRY     -  US
 MK0690  USGS QUAD   -  ASHLAND EAST (2017)
 MK0690
 MK0690                         *CURRENT SURVEY CONTROL
 MK0690  ______________________________________________________________________
 MK0690* NAD 83(1986) POSITION- 41 07 03.     (N) 096 16 21.     (W)   SCALED
 MK0690* NAVD 88 ORTHO HEIGHT -   368.962 (meters)     1210.50  (feet) ADJUSTED
 MK0690  ______________________________________________________________________
 MK0690  GEOID HEIGHT    -        -26.592 (meters)                     GEOID18
 MK0690  DYNAMIC HEIGHT  -        368.808 (meters)     1210.00  (feet) COMP
 MK0690  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 MK0690
 MK0690  VERT ORDER      -  SECOND    CLASS 0
 MK0690
 MK0690.The horizontal coordinates were scaled from a map and have
 MK0690.an estimated accuracy of +/- 6 seconds.
 MK0690
 MK0690.The orthometric height was determined by differential leveling and
 MK0690.adjusted by the NATIONAL GEODETIC SURVEY
 MK0690.in June 1991.
 MK0690
 MK0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0690.GEOID18 height accuracy estimate available here.
 MK0690
 MK0690.Click photographs - Photos may exist for this station.
 MK0690
 MK0690.The dynamic height is computed by dividing the NAVD 88
 MK0690.geopotential number by the normal gravity value computed on the
 MK0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0690.degrees latitude (g = 980.6199 gals.).
 MK0690
 MK0690.The modeled gravity was interpolated from observed gravity values.
 MK0690
 MK0690;                    North         East    Units  Estimated Accuracy
 MK0690;SPC NE       -   149,320.      812,860.      MT  (+/- 180 meters Scaled)
 MK0690
 MK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL289553(NAD 83)
 MK0690
 MK0690                          SUPERSEDED SURVEY CONTROL
 MK0690
 MK0690  NGVD 29 (??/??/92)  368.853  (m)         1210.15   (f) ADJ UNCH    2 0
 MK0690
 MK0690.Superseded values are not recommended for survey control.
 MK0690
 MK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0690.See file dsdata.pdf to determine how the superseded data were derived.
 MK0690
 MK0690_MARKER: DB = BENCH MARK DISK
 MK0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0690_STAMPING: M 79 1935
 MK0690_MARK LOGO: CGS
 MK0690_PROJECTION: FLUSH
 MK0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0690+STABILITY: SURFACE MOTION
 MK0690
 MK0690  HISTORY     - Date     Condition        Report By
 MK0690  HISTORY     - 1935     MONUMENTED       CGS
 MK0690  HISTORY     - 1950     GOOD             CGS
 MK0690  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0690
 MK0690                          STATION DESCRIPTION
 MK0690
 MK0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0690'2 MI SW FROM GRETNA.
 MK0690'2.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0690'RAILROAD FROM THE STATION AT GRETNA, AT A ROAD CROSSING, 38
 MK0690'RAILS NORTH OF MILEPOST 40, 64 FEET NORTHEAST OF THE INTERSECTION
 MK0690'OF THE CENTER LINES OF THE ROAD AND RAILROAD, 42 FEET EAST OF THE
 MK0690'EAST RAIL, 52 FEET WEST OF THE RIGHT OF WAY FENCE, 46 FEET SOUTH
 MK0690'OF THE FIRST POLE NORTH OF THE CROSSING, 36 FEET NORTH OF THE
 MK0690'CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST, 5 FEET
 MK0690'ABOVE THE RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0690'FLUSH WITH THE GROUND.
 MK0690
 MK0690                          STATION RECOVERY (1966)
 MK0690
 MK0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0690'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0224 ***********************************************************************
 MM0224  DESIGNATION -  M 8
 MM0224  PID         -  MM0224
 MM0224  STATE/COUNTY-  NE/KEITH
 MM0224  COUNTRY     -  US
 MM0224  USGS QUAD   -  BRULE SE (2017)
 MM0224
 MM0224                         *CURRENT SURVEY CONTROL
 MM0224  ______________________________________________________________________
 MM0224* NAD 83(1986) POSITION- 41 06 19.     (N) 101 48 25.     (W)   SCALED
 MM0224* NAVD 88 ORTHO HEIGHT -   990.725 (meters)     3250.40  (feet) ADJUSTED
 MM0224  ______________________________________________________________________
 MM0224  GEOID HEIGHT    -        -20.869 (meters)                     GEOID18
 MM0224  DYNAMIC HEIGHT  -        990.100 (meters)     3248.35  (feet) COMP
 MM0224  MODELED GRAVITY -    979,959.9   (mgal)                       NAVD 88
 MM0224
 MM0224  VERT ORDER      -  FIRST     CLASS II
 MM0224
 MM0224.The horizontal coordinates were scaled from a map and have
 MM0224.an estimated accuracy of +/- 6 seconds.
 MM0224
 MM0224.The orthometric height was determined by differential leveling and
 MM0224.adjusted by the NATIONAL GEODETIC SURVEY
 MM0224.in June 1991.
 MM0224
 MM0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0224.GEOID18 height accuracy estimate available here.
 MM0224
 MM0224.Click photographs - Photos may exist for this station.
 MM0224
 MM0224.The dynamic height is computed by dividing the NAVD 88
 MM0224.geopotential number by the normal gravity value computed on the
 MM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0224.degrees latitude (g = 980.6199 gals.).
 MM0224
 MM0224.The modeled gravity was interpolated from observed gravity values.
 MM0224
 MM0224;                    North         East    Units  Estimated Accuracy
 MM0224;SPC NE       -   142,800.      348,270.      MT  (+/- 180 meters Scaled)
 MM0224
 MM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL642542(NAD 83)
 MM0224
 MM0224                          SUPERSEDED SURVEY CONTROL
 MM0224
 MM0224  NGVD 29 (02/14/92)  990.282  (m)         3248.95   (f) ADJUSTED    1 2
 MM0224  NGVD 29 (??/??/87)  990.309  (m)         3249.04   (f) SUPERSEDED  1 2
 MM0224
 MM0224.Superseded values are not recommended for survey control.
 MM0224
 MM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0224.See file dsdata.pdf to determine how the superseded data were derived.
 MM0224
 MM0224_MARKER: DB = BENCH MARK DISK
 MM0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0224_STAMPING: M 8 1933 3249.039
 MM0224_MARK LOGO: CGS
 MM0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0224+STABILITY: SURFACE MOTION
 MM0224
 MM0224  HISTORY     - Date     Condition        Report By
 MM0224  HISTORY     - 1933     MONUMENTED       CGS
 MM0224  HISTORY     - 1972     GOOD             NGS
 MM0224  HISTORY     - 1986     GOOD             USPSQD
 MM0224  HISTORY     - 1986     GOOD             NGS
 MM0224  HISTORY     - 19980710 GOOD             USPSQD
 MM0224
 MM0224                          STATION DESCRIPTION
 MM0224
 MM0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0224'4.8 MI W FROM OGALLALA.
 MM0224'ABOUT 4.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0224'OGALLALA, KEITH COUNTY, ABOUT 20-1/2 POLES EAST OF MILEPOST 340,
 MM0224'AT A PRIVATE-ROAD CROSSING, 96 FEET SOUTH OF THE CENTER LINE OF
 MM0224'U.S. HIGHWAY 30, 52 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MM0224'37 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 10 FEET
 MM0224'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF
 MM0224'POLES, AND 12 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 MM0224'3249.039 M 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0224'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MM0224
 MM0224                          STATION RECOVERY (1972)
 MM0224
 MM0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0224'RECOVERED IN GOOD CONDITION.
 MM0224
 MM0224                          STATION RECOVERY (1986)
 MM0224
 MM0224'RECOVERY NOTE BY US POWER SQUADRON 1986 (DR)
 MM0224'RECOVERED IN GOOD CONDITION.
 MM0224
 MM0224                          STATION RECOVERY (1986)
 MM0224
 MM0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0224'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.7 KM (4.8
 MM0224'MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0224'STATE HIGHWAY 61 AT OGALLALA, ALSO 7.3 KM (4.5 MI) EAST OF THE
 MM0224'JUNCTION OF STATE ROUTE 51 A IN BRULE, 0.30 METERS (1 FT) SOUTHEAST OF
 MM0224'A METAL WITNESS POST.
 MM0224
 MM0224                          STATION RECOVERY (1998)
 MM0224
 MM0224'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0992 ***********************************************************************
 MK0992  DESIGNATION -  M 81
 MK0992  PID         -  MK0992
 MK0992  STATE/COUNTY-  NE/BUTLER
 MK0992  COUNTRY     -  US
 MK0992  USGS QUAD   -  LOMA (2017)
 MK0992
 MK0992                         *CURRENT SURVEY CONTROL
 MK0992  ______________________________________________________________________
 MK0992* NAD 83(1986) POSITION- 41 07 59.     (N) 096 59 42.     (W)   SCALED
 MK0992* NAVD 88 ORTHO HEIGHT -   504.199 (meters)     1654.19  (feet) ADJUSTED
 MK0992  ______________________________________________________________________
 MK0992  GEOID HEIGHT    -        -26.576 (meters)                     GEOID18
 MK0992  DYNAMIC HEIGHT  -        503.945 (meters)     1653.36  (feet) COMP
 MK0992  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 MK0992
 MK0992  VERT ORDER      -  SECOND    CLASS 0
 MK0992
 MK0992.The horizontal coordinates were scaled from a map and have
 MK0992.an estimated accuracy of +/- 6 seconds.
 MK0992
 MK0992.The orthometric height was determined by differential leveling and
 MK0992.adjusted by the NATIONAL GEODETIC SURVEY
 MK0992.in June 1991.
 MK0992
 MK0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0992.GEOID18 height accuracy estimate available here.
 MK0992
 MK0992.Click photographs - Photos may exist for this station.
 MK0992
 MK0992.The dynamic height is computed by dividing the NAVD 88
 MK0992.geopotential number by the normal gravity value computed on the
 MK0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0992.degrees latitude (g = 980.6199 gals.).
 MK0992
 MK0992.The modeled gravity was interpolated from observed gravity values.
 MK0992
 MK0992;                    North         East    Units  Estimated Accuracy
 MK0992;SPC NE       -   148,690.      752,190.      MT  (+/- 180 meters Scaled)
 MK0992
 MK0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL682554(NAD 83)
 MK0992
 MK0992                          SUPERSEDED SURVEY CONTROL
 MK0992
 MK0992  NGVD 29 (??/??/92)  504.015  (m)         1653.59   (f) ADJ UNCH    2 0
 MK0992
 MK0992.Superseded values are not recommended for survey control.
 MK0992
 MK0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0992.See file dsdata.pdf to determine how the superseded data were derived.
 MK0992
 MK0992_MARKER: DB = BENCH MARK DISK
 MK0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0992_STAMPING: M 81 1935
 MK0992_MARK LOGO: CGS
 MK0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0992+STABILITY: SURFACE MOTION
 MK0992
 MK0992  HISTORY     - Date     Condition        Report By
 MK0992  HISTORY     - 1935     MONUMENTED       CGS
 MK0992
 MK0992                          STATION DESCRIPTION
 MK0992
 MK0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0992'3.5 MI S FROM BRAINARD.
 MK0992'3.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0992'THE STATION AT BRAINARD, BUTLER COUNTY, 50 FEET SOUTHWEST OF A
 MK0992'FARMHOUSE, 69.3 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 MK0992'46.7 FEET EAST OF THE EAST RAIL, AND 5.4 FEET WEST OF A FENCE.
 MK0992'A STANDARD DISK, STAMPED M 81 1935 AND SET IN THE TOP OF A
 MK0992'CONCRETE POST.  NOTE-- IT WAS REPORTED IN 1964 BY USGS THAT A
 MK0992'PORTION OF THE CHICAGO AND NORTH WESTERN RAILROAD HAS BEEN
 MK0992'ABANDONED IN THE VICINITY OF BRAINARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0924 ***********************************************************************
 MK0924  DESIGNATION -  M 82
 MK0924  PID         -  MK0924
 MK0924  STATE/COUNTY-  NE/LANCASTER
 MK0924  COUNTRY     -  US
 MK0924  USGS QUAD   -  CERESCO (2017)
 MK0924
 MK0924                         *CURRENT SURVEY CONTROL
 MK0924  ______________________________________________________________________
 MK0924* NAD 83(1986) POSITION- 41 02 44.     (N) 096 38 40.     (W)   SCALED
 MK0924* NAVD 88 ORTHO HEIGHT -   357.484 (meters)     1172.85  (feet) ADJUSTED
 MK0924  ______________________________________________________________________
 MK0924  GEOID HEIGHT    -        -26.517 (meters)                     GEOID18
 MK0924  DYNAMIC HEIGHT  -        357.322 (meters)     1172.31  (feet) COMP
 MK0924  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 MK0924
 MK0924  VERT ORDER      -  SECOND    CLASS 0
 MK0924
 MK0924.The horizontal coordinates were scaled from a map and have
 MK0924.an estimated accuracy of +/- 6 seconds.
 MK0924
 MK0924.The orthometric height was determined by differential leveling and
 MK0924.adjusted by the NATIONAL GEODETIC SURVEY
 MK0924.in June 1991.
 MK0924
 MK0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0924.GEOID18 height accuracy estimate available here.
 MK0924
 MK0924.Click photographs - Photos may exist for this station.
 MK0924
 MK0924.The dynamic height is computed by dividing the NAVD 88
 MK0924.geopotential number by the normal gravity value computed on the
 MK0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0924.degrees latitude (g = 980.6199 gals.).
 MK0924
 MK0924.The modeled gravity was interpolated from observed gravity values.
 MK0924
 MK0924;                    North         East    Units  Estimated Accuracy
 MK0924;SPC NE       -   140,060.      781,970.      MT  (+/- 180 meters Scaled)
 MK0924
 MK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL979464(NAD 83)
 MK0924
 MK0924                          SUPERSEDED SURVEY CONTROL
 MK0924
 MK0924  NGVD 29 (??/??/92)  357.360  (m)         1172.44   (f) ADJ UNCH    2 0
 MK0924
 MK0924.Superseded values are not recommended for survey control.
 MK0924
 MK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0924.See file dsdata.pdf to determine how the superseded data were derived.
 MK0924
 MK0924_MARKER: DB = BENCH MARK DISK
 MK0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0924_STAMPING: M 82 1935
 MK0924_MARK LOGO: CGS
 MK0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0924+STABILITY: SURFACE MOTION
 MK0924
 MK0924  HISTORY     - Date     Condition        Report By
 MK0924  HISTORY     - 1935     MONUMENTED       CGS
 MK0924  HISTORY     - 1942     GOOD             CGS
 MK0924  HISTORY     - 1984     MARK NOT FOUND   NGS
 MK0924
 MK0924                          STATION DESCRIPTION
 MK0924
 MK0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0924'0.7 MI S FROM CERESCO.
 MK0924'0.7 MILE SOUTH OF CRESCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0924'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, NEAR
 MK0924'LANCASTER-SAUNDES COUNTY LINE.  49.7 FEET NORTHEAST OF ROAD
 MK0924'CROSSING, 33.5 FEET EAST OF EAST RAIL, AND 3.4 FEET SOUTH OF
 MK0924'FENCE.  IS 25 FT W OF A FENCE CORNER, 25 FT NE OF ROAD CROSING
 MK0924'SIGN.
 MK0924
 MK0924                          STATION RECOVERY (1942)
 MK0924
 MK0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MK0924'RECOVERED IN GOOD CONDITION.
 MK0924
 MK0924                          STATION RECOVERY (1984)
 MK0924
 MK0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MK0924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0017 ***********************************************************************
 ML0017  DESIGNATION -  M 83
 ML0017  PID         -  ML0017
 ML0017  STATE/COUNTY-  NE/ANTELOPE
 ML0017  COUNTRY     -  US
 ML0017  USGS QUAD   -  ELGIN (2017)
 ML0017
 ML0017                         *CURRENT SURVEY CONTROL
 ML0017  ______________________________________________________________________
 ML0017* NAD 83(1986) POSITION- 41 59 04.     (N) 098 05 10.     (W)   SCALED
 ML0017* NAVD 88 ORTHO HEIGHT -   587.261 (meters)     1926.71  (feet) ADJUSTED
 ML0017  ______________________________________________________________________
 ML0017  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 ML0017  DYNAMIC HEIGHT  -        587.012 (meters)     1925.89  (feet) COMP
 ML0017  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 ML0017
 ML0017  VERT ORDER      -  SECOND    CLASS 0
 ML0017
 ML0017.The horizontal coordinates were scaled from a map and have
 ML0017.an estimated accuracy of +/- 6 seconds.
 ML0017
 ML0017.The orthometric height was determined by differential leveling and
 ML0017.adjusted by the NATIONAL GEODETIC SURVEY
 ML0017.in June 1991.
 ML0017
 ML0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0017.GEOID18 height accuracy estimate available here.
 ML0017
 ML0017.Click photographs - Photos may exist for this station.
 ML0017
 ML0017.The dynamic height is computed by dividing the NAVD 88
 ML0017.geopotential number by the normal gravity value computed on the
 ML0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0017.degrees latitude (g = 980.6199 gals.).
 ML0017
 ML0017.The modeled gravity was interpolated from observed gravity values.
 ML0017
 ML0017;                    North         East    Units  Estimated Accuracy
 ML0017;SPC NE       -   240,590.      658,540.      MT  (+/- 180 meters Scaled)
 ML0017
 ML0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757484(NAD 83)
 ML0017
 ML0017                          SUPERSEDED SURVEY CONTROL
 ML0017
 ML0017  NGVD 29 (??/??/92)  587.026  (m)         1925.93   (f) ADJ UNCH    2 0
 ML0017
 ML0017.Superseded values are not recommended for survey control.
 ML0017
 ML0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0017.See file dsdata.pdf to determine how the superseded data were derived.
 ML0017
 ML0017_MARKER: DB = BENCH MARK DISK
 ML0017_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0017_STAMPING: M 83 1935
 ML0017_MARK LOGO: CGS
 ML0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0017
 ML0017  HISTORY     - Date     Condition        Report By
 ML0017  HISTORY     - 1935     MONUMENTED       CGS
 ML0017  HISTORY     - 1938     POOR             CGS
 ML0017  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0017
 ML0017                          STATION DESCRIPTION
 ML0017
 ML0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0017'AT ELGIN.
 ML0017'AT THE RAILROAD STATION IN ELGIN, ALONG THE CHICAGO AND
 ML0017'NORTHWESTERN RAILROAD BETWEEN ELGIN AND ALBION, 153 FEET NORTH
 ML0017'OF THE NORTHEAST CORNER OF THE STATION, 54.4 FEET NORTHEAST OF
 ML0017'CULVERT NO. D232 1/2, 48.9 FEET EAST OF THE CENTER OF THE MAIN
 ML0017'TRACK, 1.8 FEET SOUTH OF SIGNAL POST NO. 105, 200 FEET SOUTH
 ML0017'OF A GRAIN ELEVATOR.  A STANDARD DISK SET HORIZONTAL IN A
 ML0017'PRECAST CONCRETE POST.
 ML0017
 ML0017                          STATION RECOVERY (1962)
 ML0017
 ML0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1628 ***********************************************************************
 MK1628  DESIGNATION -  M 84
 MK1628  PID         -  MK1628
 MK1628  STATE/COUNTY-  NE/PLATTE
 MK1628  COUNTRY     -  US
 MK1628  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1628
 MK1628                         *CURRENT SURVEY CONTROL
 MK1628  ______________________________________________________________________
 MK1628* NAD 83(1986) POSITION- 41 44 09.     (N) 097 49 49.     (W)   SCALED
 MK1628* NAVD 88 ORTHO HEIGHT -   540.470 (meters)     1773.19  (feet) ADJUSTED
 MK1628  ______________________________________________________________________
 MK1628  GEOID HEIGHT    -        -24.390 (meters)                     GEOID18
 MK1628  DYNAMIC HEIGHT  -        540.246 (meters)     1772.46  (feet) COMP
 MK1628  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 MK1628
 MK1628  VERT ORDER      -  SECOND    CLASS 0
 MK1628
 MK1628.The horizontal coordinates were scaled from a map and have
 MK1628.an estimated accuracy of +/- 6 seconds.
 MK1628
 MK1628.The orthometric height was determined by differential leveling and
 MK1628.adjusted by the NATIONAL GEODETIC SURVEY
 MK1628.in June 1991.
 MK1628
 MK1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1628.GEOID18 height accuracy estimate available here.
 MK1628
 MK1628.Click photographs - Photos may exist for this station.
 MK1628
 MK1628.The dynamic height is computed by dividing the NAVD 88
 MK1628.geopotential number by the normal gravity value computed on the
 MK1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1628.degrees latitude (g = 980.6199 gals.).
 MK1628
 MK1628.The modeled gravity was interpolated from observed gravity values.
 MK1628
 MK1628;                    North         East    Units  Estimated Accuracy
 MK1628;SPC NE       -   213,490.      680,430.      MT  (+/- 180 meters Scaled)
 MK1628
 MK1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM972211(NAD 83)
 MK1628
 MK1628                          SUPERSEDED SURVEY CONTROL
 MK1628
 MK1628  NGVD 29 (??/??/92)  540.271  (m)         1772.54   (f) ADJ UNCH    2 0
 MK1628
 MK1628.Superseded values are not recommended for survey control.
 MK1628
 MK1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1628.See file dsdata.pdf to determine how the superseded data were derived.
 MK1628
 MK1628_MARKER: DB = BENCH MARK DISK
 MK1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1628_STAMPING: M 84 1935
 MK1628_MARK LOGO: CGS
 MK1628_PROJECTION: FLUSH
 MK1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1628+STABILITY: SURFACE MOTION
 MK1628
 MK1628  HISTORY     - Date     Condition        Report By
 MK1628  HISTORY     - 1935     MONUMENTED       CGS
 MK1628  HISTORY     - 1950     GOOD             CGS
 MK1628  HISTORY     - 20210823 MARK NOT FOUND   NDOT
 MK1628
 MK1628                          STATION DESCRIPTION
 MK1628
 MK1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1628'2.9 MI SW FROM NEWMAN GROVE.
 MK1628'2.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1628'FROM THE STATION AT NEWMAN GROVE, AT A ROAD CROSSING, 114 FEET
 MK1628'WEST OF THE NORTHWEST CORNER OF A BRIDGE, 36 FEET EAST OF THE
 MK1628'CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE NORTH RAIL, 8 FEET
 MK1628'NORTHEAST OF A TELEPHONE POLE, 0.7 FOOT EAST OF A WITNESS POST,
 MK1628'86 FEET SOUTH OF THE SOUTHEAST CORNER OF A STEEL BRIDGE ALONG
 MK1628'THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1628'THE GROUND.
 MK1628
 MK1628                          STATION RECOVERY (2021)
 MK1628
 MK1628'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2021 (WAL)
 MK1628'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1664 ***********************************************************************
 MK1664  DESIGNATION -  M 85
 MK1664  PID         -  MK1664
 MK1664  STATE/COUNTY-  NE/BOONE
 MK1664  COUNTRY     -  US
 MK1664  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1664
 MK1664                         *CURRENT SURVEY CONTROL
 MK1664  ______________________________________________________________________
 MK1664* NAD 83(1986) POSITION- 41 34 04.     (N) 097 59 48.     (W)   SCALED
 MK1664* NAVD 88 ORTHO HEIGHT -   571.193 (meters)     1873.99  (feet) ADJUSTED
 MK1664  ______________________________________________________________________
 MK1664  GEOID HEIGHT    -        -24.608 (meters)                     GEOID18
 MK1664  DYNAMIC HEIGHT  -        570.933 (meters)     1873.14  (feet) COMP
 MK1664  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MK1664
 MK1664  VERT ORDER      -  SECOND    CLASS 0
 MK1664
 MK1664.The horizontal coordinates were scaled from a map and have
 MK1664.an estimated accuracy of +/- 6 seconds.
 MK1664
 MK1664.The orthometric height was determined by differential leveling and
 MK1664.adjusted by the NATIONAL GEODETIC SURVEY
 MK1664.in June 1991.
 MK1664
 MK1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1664.GEOID18 height accuracy estimate available here.
 MK1664
 MK1664.Click photographs - Photos may exist for this station.
 MK1664
 MK1664.The dynamic height is computed by dividing the NAVD 88
 MK1664.geopotential number by the normal gravity value computed on the
 MK1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1664.degrees latitude (g = 980.6199 gals.).
 MK1664
 MK1664.The modeled gravity was interpolated from observed gravity values.
 MK1664
 MK1664;                    North         East    Units  Estimated Accuracy
 MK1664;SPC NE       -   194,500.      667,020.      MT  (+/- 180 meters Scaled)
 MK1664
 MK1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM836022(NAD 83)
 MK1664
 MK1664                          SUPERSEDED SURVEY CONTROL
 MK1664
 MK1664  NGVD 29 (??/??/92)  570.972  (m)         1873.26   (f) ADJ UNCH    2 0
 MK1664
 MK1664.Superseded values are not recommended for survey control.
 MK1664
 MK1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1664.See file dsdata.pdf to determine how the superseded data were derived.
 MK1664
 MK1664_MARKER: DB = BENCH MARK DISK
 MK1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1664_STAMPING: M 85 1935
 MK1664_MARK LOGO: CGS
 MK1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1664+STABILITY: SURFACE MOTION
 MK1664
 MK1664  HISTORY     - Date     Condition        Report By
 MK1664  HISTORY     - 1935     MONUMENTED       CGS
 MK1664  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1664
 MK1664                          STATION DESCRIPTION
 MK1664
 MK1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1664'6.8 MI W FROM ST EDWARDS.
 MK1664'ALONG STATE HIGHWAY NO. 56 BETWEEN ST. EDWARDS AND CEDAR RAPIDS,
 MK1664'0.3 MILES EAST OF JUNCTION WITH STATE HIGHWAY NO. 14, SOUTHWEST
 MK1664'OF ROAD RAILINGS, 45.1 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 MK1664'1.8 FEET NORTH OF FENCE.
 MK1664
 MK1664                          STATION RECOVERY (1957)
 MK1664
 MK1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK1664'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1603 ***********************************************************************
 MK1603  DESIGNATION -  M 86
 MK1603  PID         -  MK1603
 MK1603  STATE/COUNTY-  NE/NANCE
 MK1603  COUNTRY     -  US
 MK1603  USGS QUAD   -  FULLERTON (2017)
 MK1603
 MK1603                         *CURRENT SURVEY CONTROL
 MK1603  ______________________________________________________________________
 MK1603* NAD 83(1986) POSITION- 41 22 22.     (N) 097 57 55.     (W)   SCALED
 MK1603* NAVD 88 ORTHO HEIGHT -   496.695 (meters)     1629.57  (feet) ADJUSTED
 MK1603  ______________________________________________________________________
 MK1603  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 MK1603  DYNAMIC HEIGHT  -        496.463 (meters)     1628.81  (feet) COMP
 MK1603  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 MK1603
 MK1603  VERT ORDER      -  SECOND    CLASS 0
 MK1603
 MK1603.The horizontal coordinates were scaled from a map and have
 MK1603.an estimated accuracy of +/- 6 seconds.
 MK1603
 MK1603.The orthometric height was determined by differential leveling and
 MK1603.adjusted by the NATIONAL GEODETIC SURVEY
 MK1603.in June 1991.
 MK1603
 MK1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1603.GEOID18 height accuracy estimate available here.
 MK1603
 MK1603.Click photographs - Photos may exist for this station.
 MK1603
 MK1603.The dynamic height is computed by dividing the NAVD 88
 MK1603.geopotential number by the normal gravity value computed on the
 MK1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1603.degrees latitude (g = 980.6199 gals.).
 MK1603
 MK1603.The modeled gravity was interpolated from observed gravity values.
 MK1603
 MK1603;                    North         East    Units  Estimated Accuracy
 MK1603;SPC NE       -   172,920.      670,150.      MT  (+/- 180 meters Scaled)
 MK1603
 MK1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL865806(NAD 83)
 MK1603
 MK1603                          SUPERSEDED SURVEY CONTROL
 MK1603
 MK1603  NGVD 29 (??/??/92)  496.474  (m)         1628.85   (f) ADJ UNCH    2 0
 MK1603
 MK1603.Superseded values are not recommended for survey control.
 MK1603
 MK1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1603.See file dsdata.pdf to determine how the superseded data were derived.
 MK1603
 MK1603_MARKER: DB = BENCH MARK DISK
 MK1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1603_STAMPING: M 86 1935
 MK1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1603+STABILITY: SURFACE MOTION
 MK1603
 MK1603  HISTORY     - Date     Condition        Report By
 MK1603  HISTORY     - 1935     MONUMENTED       CGS
 MK1603  HISTORY     - 1950     GOOD             CGS
 MK1603
 MK1603                          STATION DESCRIPTION
 MK1603
 MK1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1603'AT FULLERTON.
 MK1603'AT FULLERTON, ALONG THE UNION PACIFIC RAILROAD, 215 FEET NORTHWEST
 MK1603'OF THE NORTH CORNER OF THE STATION, 105 FEET NORTH OF THE
 MK1603'CENTER LINE OF A GRAVELED ROAD, 39 FEET NORTHEAST OF THE NORTHEAST
 MK1603'RAIL OF THE MAIN TRACK, 9 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 MK1603'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1603'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- AREA HAS BEEN
 MK1603'WORKED WITH BULLDOZER, POST MAY BE DESTROYED OR COVERED WITH
 MK1603'2 OR 3 FEET OF DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1123 ***********************************************************************
 MK1123  DESIGNATION -  M 87
 MK1123  PID         -  MK1123
 MK1123  STATE/COUNTY-  NE/PLATTE
 MK1123  COUNTRY     -  US
 MK1123  USGS QUAD   -  HUMPHREY (2017)
 MK1123
 MK1123                         *CURRENT SURVEY CONTROL
 MK1123  ______________________________________________________________________
 MK1123* NAD 83(1986) POSITION- 41 38 58.     (N) 097 29 36.     (W)   SCALED
 MK1123* NAVD 88 ORTHO HEIGHT -   515.789 (meters)     1692.22  (feet) ADJUSTED
 MK1123  ______________________________________________________________________
 MK1123  GEOID HEIGHT    -        -24.905 (meters)                     GEOID18
 MK1123  DYNAMIC HEIGHT  -        515.564 (meters)     1691.48  (feet) COMP
 MK1123  MODELED GRAVITY -    980,169.8   (mgal)                       NAVD 88
 MK1123
 MK1123  VERT ORDER      -  FIRST     CLASS II
 MK1123
 MK1123.The horizontal coordinates were scaled from a map and have
 MK1123.an estimated accuracy of +/- 6 seconds.
 MK1123
 MK1123.The orthometric height was determined by differential leveling and
 MK1123.adjusted by the NATIONAL GEODETIC SURVEY
 MK1123.in June 1991.
 MK1123
 MK1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1123.GEOID18 height accuracy estimate available here.
 MK1123
 MK1123.Click photographs - Photos may exist for this station.
 MK1123
 MK1123.The dynamic height is computed by dividing the NAVD 88
 MK1123.geopotential number by the normal gravity value computed on the
 MK1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1123.degrees latitude (g = 980.6199 gals.).
 MK1123
 MK1123.The modeled gravity was interpolated from observed gravity values.
 MK1123
 MK1123;                    North         East    Units  Estimated Accuracy
 MK1123;SPC NE       -   204,660.      708,720.      MT  (+/- 180 meters Scaled)
 MK1123
 MK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM254119(NAD 83)
 MK1123
 MK1123                          SUPERSEDED SURVEY CONTROL
 MK1123
 MK1123  NGVD 29 (??/??/92)  515.593  (m)         1691.57   (f) ADJ UNCH    1 2
 MK1123
 MK1123.Superseded values are not recommended for survey control.
 MK1123
 MK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1123.See file dsdata.pdf to determine how the superseded data were derived.
 MK1123
 MK1123_MARKER: DB = BENCH MARK DISK
 MK1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1123_STAMPING: M 87 1935
 MK1123_MARK LOGO: CGS
 MK1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1123+STABILITY: SURFACE MOTION
 MK1123
 MK1123  HISTORY     - Date     Condition        Report By
 MK1123  HISTORY     - 1935     MONUMENTED       CGS
 MK1123  HISTORY     - 1940     GOOD             CGS
 MK1123
 MK1123                          STATION DESCRIPTION
 MK1123
 MK1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1123'3 MI S FROM HUMPHREY.
 MK1123'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 2.4
 MK1123'MILES SOUTH OF THE CROSSING OF THE UNION PACIFIC RR. AND THE
 MK1123'CHICAGO AND NORTH WESTERN RR., 0.3 MILE SOUTH OF MILEPOST NO.
 MK1123'23, IN MIDDLE OF SECTION, 46.5 FEET EAST OF CENTERLINE OF TRACK,
 MK1123'4.0 FEET WEST OF RIGHT-OF-WAY FENCE, 3.0 FEET NORTH OF 4 X 4
 MK1123'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1123'0.4 FOOT.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.  STD. DISK
 MK1123'BM IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0538 ***********************************************************************
 MN0538  DESIGNATION -  MAAS
 MN0538  PID         -  MN0538
 MN0538  STATE/COUNTY-  NE/CHEYENNE
 MN0538  COUNTRY     -  US
 MN0538  USGS QUAD   -  MUD SPRINGS SW (2017)
 MN0538
 MN0538                         *CURRENT SURVEY CONTROL
 MN0538  ______________________________________________________________________
 MN0538* NAD 83(1995) POSITION- 41 20 17.21251(N) 103 10 15.68023(W)   ADJUSTED
 MN0538* NAVD 88 ORTHO HEIGHT -  1345.    (meters)     4413.    (feet) SCALED
 MN0538  ______________________________________________________________________
 MN0538  GEOID HEIGHT    -        -19.576 (meters)                     GEOID18
 MN0538  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 MN0538  HORZ ORDER      -  SECOND
 MN0538
 MN0538.The horizontal coordinates were established by classical geodetic methods
 MN0538.and adjusted by the National Geodetic Survey in August 1997.
 MN0538
 MN0538.The orthometric height was scaled from a topographic map.
 MN0538
 MN0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0538.GEOID18 height accuracy estimate available here.
 MN0538
 MN0538.Click photographs - Photos may exist for this station.
 MN0538
 MN0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0538
 MN0538. The following values were computed from the NAD 83(1995) position.
 MN0538
 MN0538;                    North         East     Units Scale Factor Converg.
 MN0538;SPC NE       -   171,934.159   234,722.464   MT  0.99966286   -2 06 05.1
 MN0538;SPC NE       -   564,087.32    770,085.28   sFT  0.99966286   -2 06 05.1
 MN0538;UTM  13      - 4,577,905.700   653,034.450   MT  0.99988822   +1 12 29.8
 MN0538
 MN0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0538!SPC NE       -   0.99979220  x   0.99966286  =   0.99945513
 MN0538!UTM  13      -   0.99979220  x   0.99988822  =   0.99968044
 MN0538
 MN0538:                Primary Azimuth Mark                     Grid Az
 MN0538:SPC NE       -  MAAS AZ MK                               099 31 24.7
 MN0538:UTM  13      -  MAAS AZ MK                               096 12 49.8
 MN0538
 MN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5303477905(NAD 83)
 MN0538
 MN0538|---------------------------------------------------------------------|
 MN0538| PID    Reference Object                     Distance      Geod. Az  |
 MN0538|                                                           dddmmss.s |
 MN0538| CP7686 MAAS RM 1                            28.515 METERS 03931     |
 MN0538| CP7685 MAAS AZ MK                                         0972519.6 |
 MN0538| CP7687 MAAS RM 2                            23.385 METERS 16117     |
 MN0538|---------------------------------------------------------------------|
 MN0538
 MN0538                          SUPERSEDED SURVEY CONTROL
 MN0538
 MN0538  NAD 83(1993)-  41 20 17.21172(N)    103 10 15.68032(W) AD(       ) 2
 MN0538  NAD 83(1986)-  41 20 17.20490(N)    103 10 15.68123(W) AD(       ) 2
 MN0538  NAD 27      -  41 20 17.27780(N)    103 10 13.93330(W) AD(       ) 2
 MN0538
 MN0538.Superseded values are not recommended for survey control.
 MN0538
 MN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0538.See file dsdata.pdf to determine how the superseded data were derived.
 MN0538
 MN0538_MARKER: DS = TRIANGULATION STATION DISK
 MN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0538_STAMPING: MAAS 1963
 MN0538_MARK LOGO: CGS
 MN0538_PROJECTION: RECESSED 30 CENTIMETERS
 MN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0538+STABILITY: SURFACE MOTION
 MN0538
 MN0538  HISTORY     - Date     Condition        Report By
 MN0538  HISTORY     - 1963     MONUMENTED       CGS
 MN0538
 MN0538                          STATION DESCRIPTION
 MN0538
 MN0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0538'THE STATION IS LOCATED 17 MILES NORTHWEST OF SIDNEY, 12 MILES
 MN0538'NORTHEAST OF POTTER, 10-1/2 MILES WEST-NORTHWEST OF GURLEY,
 MN0538'NEAR THE SOUTHEAST CORNER OF A FARM YARD, ON PROPERTY OWNED
 MN0538'BY MR. CHRIS MAAS.
 MN0538'
 MN0538'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GURLEY, GO
 MN0538'NORTH ON U.S. HIGHWAY 385 FOR 0.05 MILE TO A CROSSROAD.  TURN
 MN0538'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.
 MN0538'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A
 MN0538'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 MN0538'FOR 10.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MN0538'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 MN0538'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT
 MN0538'AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY ON
 MN0538'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE
 MN0538'STATION AS DESCRIBED NEAR THE SOUTHEAST CORNER OF THE FARM
 MN0538'YARD.
 MN0538'
 MN0538'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0538'12-INCH CONCRETE CYLINDER WHICH IS 12 INCHES BELOW THE SURFACE
 MN0538'OF THE GROUND AND IS STAMPED MAAS 1963.  IT IS 45 FEET SOUTHEAST
 MN0538'OF THE SOUTHEAST CORNER OF A HOUSE, 43 FEET WEST OF THE CENTER
 MN0538'OF A DRIVEWAY, 29-1/2 FEET NORTHWEST OF A TELEPHONE POLE AND
 MN0538'22.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A PICKET
 MN0538'FENCE.
 MN0538'
 MN0538'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0538'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 MN0538'STAMPED MAAS NO 1 1963.  IT IS 49.7 FEET SOUTH-SOUTHEAST OF A
 MN0538'WELL PIPE, 17 FEET EAST OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 MN0538'WEST OF A BOARD FENCE.
 MN0538'
 MN0538'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0538'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MN0538'MAAS NO 2 1963.  IT IS 56.7 FEET SOUTH OF A TELEPHONE POLE,
 MN0538'31 FEET NORTH OF A TELEPHONE POLE AND 19 FEET WEST OF THE
 MN0538'CENTER OF A DRIVEWAY.
 MN0538'
 MN0538'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0538'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0538'MAAS 1963.  IT IS 39 FEET NORTH OF THE CENTER OF A GRAVELED
 MN0538'ROAD, 38 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 5.7 FEET
 MN0538'NORTHWEST OF A SOUTHEAST FENCE CORNER, 2.1 FEET NORTHWEST
 MN0538'OF A METAL WITNESS POST AND 1.4 FEET WEST-NORTHWEST OF A POWER
 MN0538'POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0403 ***********************************************************************
 LG0403  DESIGNATION -  MAB RM 2
 LG0403  PID         -  LG0403
 LG0403  STATE/COUNTY-  NE/LANCASTER
 LG0403  COUNTRY     -  US
 LG0403  USGS QUAD   -  EMERALD (2017)
 LG0403
 LG0403                         *CURRENT SURVEY CONTROL
 LG0403  ______________________________________________________________________
 LG0403* NAD 83(1986) POSITION- 40 51 52.51   (N) 096 46 30.77   (W)   HD_HELD1
 LG0403* NAVD 88 ORTHO HEIGHT -   357.140 (meters)     1171.72  (feet) ADJUSTED
 LG0403  ______________________________________________________________________
 LG0403  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 LG0403  DYNAMIC HEIGHT  -        356.975 (meters)     1171.18  (feet) COMP
 LG0403  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 LG0403
 LG0403  VERT ORDER      -  SECOND    CLASS 0
 LG0403
 LG0403.The horizontal coordinates were determined by differentially corrected
 LG0403.hand held GPS observations or other comparable positioning techniques
 LG0403.and have an estimated accuracy of +/- 3 meters.
 LG0403
 LG0403.The orthometric height was determined by differential leveling and
 LG0403.adjusted by the NATIONAL GEODETIC SURVEY
 LG0403.in June 1991.
 LG0403
 LG0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0403.GEOID18 height accuracy estimate available here.
 LG0403
 LG0403.Click photographs - Photos may exist for this station.
 LG0403
 LG0403.The dynamic height is computed by dividing the NAVD 88
 LG0403.geopotential number by the normal gravity value computed on the
 LG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0403.degrees latitude (g = 980.6199 gals.).
 LG0403
 LG0403.The modeled gravity was interpolated from observed gravity values.
 LG0403
 LG0403;                    North         East    Units  Estimated Accuracy
 LG0403;SPC NE       -   119,565.5     771,733.6     MT  (+/- 3 meters HH1 GPS) 
 LG0403
 LG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8749726107(NAD 83)
 LG0403
 LG0403                          SUPERSEDED SURVEY CONTROL
 LG0403
 LG0403  NGVD 29 (??/??/92)  357.002  (m)         1171.26   (f) ADJ UNCH    2 0
 LG0403
 LG0403.Superseded values are not recommended for survey control.
 LG0403
 LG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0403.See file dsdata.pdf to determine how the superseded data were derived.
 LG0403
 LG0403_MARKER: DR = REFERENCE MARK DISK
 LG0403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0403_SP_SET: CONCRETE DRIVE
 LG0403_STAMPING: MAB NO 2 1961
 LG0403_MARK LOGO: CGS
 LG0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0403+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2018
 LG0403
 LG0403  HISTORY     - Date     Condition        Report By
 LG0403  HISTORY     - 1961     MONUMENTED       CGS
 LG0403  HISTORY     - 1990     GOOD             USPSQD
 LG0403  HISTORY     - 20180831 GOOD             INDIV
 LG0403
 LG0403                          STATION DESCRIPTION
 LG0403
 LG0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0403'5.4 MI NW FROM LINCOLN.
 LG0403'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE HIGHWAY
 LG0403'2 IN THE NORTHWEST EDGE OF LINCOLN PROCEED NORTHWEST ON U.S.
 LG0403'HIGHWAY 34 FOR 4.5 MILES TO A SIDE ROAD LEADING SOUTH TO THE
 LG0403'LINCOLN AIR FORCE BASE, THENCE SOUTH FOR 0.2 MILE TO A GUARD GATE,
 LG0403'THENCE 0.65 MILE SOUTHWEST ON K-AVENUE TO A PAVED ENTRANCE DRIVE,
 LG0403'72.36 FEET NORTHWEST OF TRIANGULATION STATION, 68 FEET WEST OF
 LG0403'THE NORTH GATE POST, 32 FEET EAST OF THE CENTER LINE OF K-AVENUE,
 LG0403'1 1/2 FEET SOUTH OF THE NORTH EDGE OF THE ENTRANCE DRIVE, SET IN
 LG0403'TOP OF THE NORTH EDGE OF THE CONCRETE ENTRANCE DRIVE.
 LG0403
 LG0403                          STATION RECOVERY (1990)
 LG0403
 LG0403'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0403'RECOVERED IN GOOD CONDITION.
 LG0403
 LG0403                          STATION RECOVERY (2018)
 LG0403
 LG0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JFP)
 LG0403'MONUMENT WAS FOUND IN GOOD CONDITION NEAR THE EDGE OF THE NORTH
 LG0403'CONCRETE RETURN OF A DRIVEWAYS FLAT SURFACE, 32.0 FT (9.8 M) EAST OF
 LG0403'THE CENTERLINE OF ASPHALT OF NW 38TH STREET, 23.7 FT (7.2 M) NORTH OF
 LG0403'THE CENTERLINE OF A CONCRETE DRIVEWAY, 68.3 FT (20.8 M) WEST OF A
 LG0403'NORTH GATE POST OF A CHAIN LINK FENCE, 3.8 FT (1.2 M) EAST OF WHERE
 LG0403'THE ASPHALT ROAD MEETS THE CONCRETE DRIVEWAY AND 1.25 FT (0.4 M)
 LG0403'SOUTHWEST OF THE EDGE OF CONCRETE ON A CURVE OF THE DRIVEWAY RETURN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0649 ***********************************************************************
 NP0649  DESIGNATION -  MABIN
 NP0649  PID         -  NP0649
 NP0649  STATE/COUNTY-  NE/BOX BUTTE
 NP0649  COUNTRY     -  US
 NP0649  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0649
 NP0649                         *CURRENT SURVEY CONTROL
 NP0649  ______________________________________________________________________
 NP0649* NAD 83(1995) POSITION- 42 07 00.12119(N) 102 57 44.86235(W)   ADJUSTED
 NP0649* NAVD 88 ORTHO HEIGHT -  1242.    (meters)     4075.    (feet) SCALED
 NP0649  ______________________________________________________________________
 NP0649  GEOID HEIGHT    -        -18.634 (meters)                     GEOID18
 NP0649  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 NP0649  HORZ ORDER      -  FIRST
 NP0649
 NP0649.The horizontal coordinates were established by classical geodetic methods
 NP0649.and adjusted by the National Geodetic Survey in August 1997.
 NP0649
 NP0649.The orthometric height was scaled from a topographic map.
 NP0649
 NP0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0649.GEOID18 height accuracy estimate available here.
 NP0649
 NP0649.Click photographs - Photos may exist for this station.
 NP0649
 NP0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0649
 NP0649. The following values were computed from the NAD 83(1995) position.
 NP0649
 NP0649;                    North         East     Units Scale Factor Converg.
 NP0649;SPC NE       -   257,712.277   255,124.412   MT  0.99971537   -1 57 47.6
 NP0649;SPC NE       -   845,511.03    837,020.68   sFT  0.99971537   -1 57 47.6
 NP0649;UTM  13      - 4,664,742.480   668,439.031   MT  0.99994911   +1 22 00.4
 NP0649
 NP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0649!SPC NE       -   0.99980823  x   0.99971537  =   0.99952365
 NP0649!UTM  13      -   0.99980823  x   0.99994911  =   0.99975735
 NP0649
 NP0649:                Primary Azimuth Mark                     Grid Az
 NP0649:SPC NE       -  MABIN AZ MK                              084 40 29.5
 NP0649:UTM  13      -  MABIN AZ MK                              081 20 41.5
 NP0649
 NP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6843964742(NAD 83)
 NP0649
 NP0649|---------------------------------------------------------------------|
 NP0649| PID    Reference Object                     Distance      Geod. Az  |
 NP0649|                                                           dddmmss.s |
 NP0649| CP9896 MABIN AZ MK                                        0824241.9 |
 NP0649| CP9897 MABIN RM 1                           23.618 METERS 08319     |
 NP0649| CP9898 MABIN RM 2                           24.150 METERS 34258     |
 NP0649|---------------------------------------------------------------------|
 NP0649
 NP0649                          SUPERSEDED SURVEY CONTROL
 NP0649
 NP0649  NAD 83(1993)-  42 07 00.12093(N)    102 57 44.86239(W) AD(       ) 1
 NP0649  NAD 83(1986)-  42 07 00.11830(N)    102 57 44.86073(W) AD(       ) 1
 NP0649  NAD 27      -  42 07 00.24200(N)    102 57 43.13400(W) AD(       ) 1
 NP0649
 NP0649.Superseded values are not recommended for survey control.
 NP0649
 NP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0649.See file dsdata.pdf to determine how the superseded data were derived.
 NP0649
 NP0649_MARKER: DS = TRIANGULATION STATION DISK
 NP0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0649_STAMPING: MABIN 1946
 NP0649_MARK LOGO: CGS
 NP0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0649+STABILITY: SURFACE MOTION
 NP0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0649+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 NP0649
 NP0649  HISTORY     - Date     Condition        Report By
 NP0649  HISTORY     - 1946     MONUMENTED       CGS
 NP0649  HISTORY     - 20081216 GOOD             WAPA
 NP0649
 NP0649                          STATION DESCRIPTION
 NP0649
 NP0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0649'STATION IS LOCATED ON THE HIGHEST POINT OF A PASTURE 5 MILES
 NP0649'WEST-NORTHWEST OF ALLIANCE.  THE POINT DROPS OFF ABRUPTLY
 NP0649'ON THE SOUTH SIDE ABOUT 100 FEET FROM THE STATION.  IT IS
 NP0649'STAMPED MABIN 1946 AND PROJECTS 4 INCHES.
 NP0649'
 NP0649'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0649'IT IS STAMPED MABIN NO 1 1946 AND PROJECTS 8 INCHES.
 NP0649'
 NP0649'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0649'IT IS STAMPED MABIN NO 2 1946 AND PROJECTS 10 INCHES.
 NP0649'
 NP0649'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTERLINE OF A TRACK
 NP0649'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS STAMPED MABIN
 NP0649'1946 AND PROJECTS 2 INCHES.
 NP0649'
 NP0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0649'NO. 19 AND 2 AT THE WEST EDGE OF ALLIANCE, GO NORTHWEST ON
 NP0649'NO. 2 FOR 1.6 MILES TO A CROSSROAD.  THEN LEFT, WEST, ON A
 NP0649'GRAVEL ROAD (ROAD GRADUALLY NARROWS TO A TRACK ROAD) FOR 2.8
 NP0649'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR
 NP0649'0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 NP0649'WEST FOR 0.15 MILE.  THEN TURN LEFT, SOUTH, ACROSS THE PASTURE
 NP0649'FOR 0.1 MILE TO THE STATION.
 NP0649'
 NP0649'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NP0649
 NP0649                          STATION RECOVERY (2008)
 NP0649
 NP0649'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2008 (CJD)
 NP0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4165 ***********************************************************************
 AB4165  DESIGNATION -  MAC B 2
 AB4165  PID         -  AB4165
 AB4165  STATE/COUNTY-  NE/RED WILLOW
 AB4165  COUNTRY     -  US
 AB4165  USGS QUAD   -  MCCOOK EAST (2017)
 AB4165
 AB4165                         *CURRENT SURVEY CONTROL
 AB4165  ______________________________________________________________________
 AB4165* NAD 83(2011) POSITION- 40 12 39.92110(N) 100 35 54.27228(W)   ADJUSTED
 AB4165* NAD 83(2011) ELLIP HT-   761.843 (meters)        (06/27/12)   ADJUSTED
 AB4165* NAD 83(2011) EPOCH   -  2010.00
 AB4165* NAVD 88 ORTHO HEIGHT -   785.9   (meters)     2578.    (feet) GPS OBS
 AB4165  ______________________________________________________________________
 AB4165  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4165  GEOID HEIGHT    -        -23.983 (meters)                     GEOID96
 AB4165  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 AB4165  NAD 83(2011) X  -   -897,216.542 (meters)                     COMP
 AB4165  NAD 83(2011) Y  - -4,794,970.592 (meters)                     COMP
 AB4165  NAD 83(2011) Z  -  4,096,404.668 (meters)                     COMP
 AB4165  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 AB4165
 AB4165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4165  Standards:
 AB4165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4165  -------------------------------------------------------------------
 AB4165  NETWORK    0.43   0.65           0.19   0.16   0.33     -0.05190446
 AB4165  -------------------------------------------------------------------
 AB4165  Click here for local accuracies and other accuracy information.
 AB4165
 AB4165.This mark is at Mccook Municipal Airport (MCK)
 AB4165
 AB4165.The horizontal coordinates were established by GPS observations
 AB4165.and adjusted by the National Geodetic Survey in June 2012.
 AB4165
 AB4165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4165.been affixed to the stable North American tectonic plate. See 
 AB4165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4165
 AB4165.The horizontal coordinates are valid at the epoch date displayed above
 AB4165.which is a decimal equivalence of Year/Month/Day.
 AB4165
 AB4165.The orthometric height was determined by GPS observations and a
 AB4165.high-resolution geoid model.
 AB4165
 AB4165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4165.GEOID18 height accuracy estimate available here.
 AB4165
 AB4165.Click photographs - Photos may exist for this station.
 AB4165
 AB4165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4165
 AB4165.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4165
 AB4165.The ellipsoidal height was determined by GPS observations
 AB4165.and is referenced to NAD 83.
 AB4165
 AB4165. The following values were computed from the NAD 83(2011) position.
 AB4165
 AB4165;                    North         East     Units Scale Factor Converg.
 AB4165;SPC NE       -    42,120.081   449,062.176   MT  0.99991125   -0 23 47.6
 AB4165;SPC NE       -   138,188.97  1,473,298.16   sFT  0.99991125   -0 23 47.6
 AB4165;UTM  14      - 4,452,411.584   363,978.376   MT  0.99982776   -1 01 55.6
 AB4165
 AB4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4165!SPC NE       -   0.99988050  x   0.99991125  =   0.99979176
 AB4165!UTM  14      -   0.99988050  x   0.99982776  =   0.99970828
 AB4165
 AB4165:                Primary Azimuth Mark                     Grid Az
 AB4165:SPC NE       -  MCK A                                    139 03 34.2
 AB4165:UTM  14      -  MCK A                                    139 41 42.2
 AB4165
 AB4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6397852411(NAD 83)
 AB4165
 AB4165|---------------------------------------------------------------------|
 AB4165| PID    Reference Object                     Distance      Geod. Az  |
 AB4165|                                                           dddmmss.s |
 AB4165| AB4121 MCK A                               427.751 METERS 1383946.6 |
 AB4165|---------------------------------------------------------------------|
 AB4165
 AB4165                          SUPERSEDED SURVEY CONTROL
 AB4165
 AB4165  NAD 83(2007)-  40 12 39.92094(N)    100 35 54.27321(W) AD(2002.00) 0
 AB4165  ELLIP H (02/10/07)  761.870  (m)                       GP(2002.00)    
 AB4165  ELLIP H (01/07/02)  761.843  (m)                       GP(       ) 4 2
 AB4165  NAD 83(1995)-  40 12 39.92063(N)    100 35 54.27248(W) AD(       ) 1
 AB4165  ELLIP H (09/17/98)  761.900  (m)                       GP(       ) 4 2
 AB4165
 AB4165.Superseded values are not recommended for survey control.
 AB4165
 AB4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4165.See file dsdata.pdf to determine how the superseded data were derived.
 AB4165
 AB4165_MARKER: DD = SURVEY DISK
 AB4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4165_STAMPING: MCK B2 1979
 AB4165_MARK LOGO: NOS
 AB4165_PROJECTION: FLUSH
 AB4165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4165+STABILITY: SURFACE MOTION
 AB4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4165+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 AB4165
 AB4165  HISTORY     - Date     Condition        Report By
 AB4165  HISTORY     - 1979     MONUMENTED       NOS
 AB4165  HISTORY     - 19791014 GOOD             NGS
 AB4165  HISTORY     - 19950809 SEE DESCRIPTION  NGS
 AB4165  HISTORY     - 19970715 GOOD             NGS
 AB4165  HISTORY     - 19991103 MARK NOT FOUND   NGS
 AB4165
 AB4165                          STATION DESCRIPTION
 AB4165
 AB4165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AB4165'THE STATION IS LOCATED NEAR THE RWY 12 IN THE SW CORNER OF THE RUN-UP
 AB4165'PAD SET IN A DRILL HOLE.  IT IS 39.3 FT (12.0 M) SW OF A CORNER FORMED
 AB4165'BY THE TAPERING SECTION OF CONCRETE LEADING FROM THE RWY EDGE TO THE
 AB4165'SW SIDE OF THE RUN-UP PAD, 109.5 FT (33.4 M) SE OF THE NW CORNER OF
 AB4165'THE RUN-UP PAD.  THE STATION IS A STANDARD NOS DISK STAMPED MCK B2
 AB4165'1979.
 AB4165
 AB4165                          STATION RECOVERY (1995)
 AB4165
 AB4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4165'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 AB4165'INDIANOLA, 1.8 MI (2.9 KM) EAST OF MCCOOK, AT THE MCCOOK MUNICIPAL
 AB4165'AIRPORT AND NEAR THE APPROACH END OF RUNWAY 12 SET INTO THE SOUTHWEST
 AB4165'CORNER OF AN OLD RUN-UP PAD THAT IS NOW THE SOUTHEAST EDGE OF THE
 AB4165'CONNECTOR TAXIWAY.  OWNERSHIP--CITY OF MCCOOK, BOX 1059, MCCOOK NE
 AB4165'69001.  AIRPORT MANAGER IS JOHN CARTER, PHONE (308) 345-2022.  TO
 AB4165'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND 83 SOUTH
 AB4165'ON THE EAST SIDE OF MCCOOK, GO EAST ON US HIGHWAY 6/34 FOR 0.8 MI (1.3
 AB4165'KM) TO AIRPORT DRIVE ON THE LEFT, TURN LEFT AND GO NORTHERLY FOLLOWING
 AB4165'AIRPORT DRIVE FOR 0.6 MI (1.0 KM) TO A EMERGENCY AND FREIGHT SIGN AND
 AB4165'GATE TO THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD BETWEEN
 AB4165'TWO HANGARS FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO
 AB4165'NORTHEAST THEN RIGHT AND GO SOUTHEAST ON THE TAXIWAYS FOR 0.1 MI (0.2
 AB4165'KM) TO A T-JUNCTION WITH A PARALLEL TAXIWAY, TURN LEFT AND GO
 AB4165'NORTHEAST ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO A TAXIWAY
 AB4165'LEFT, TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY (D) FOR 0.3
 AB4165'MI (0.5 KM) TO A TAXIWAY TURN RIGHT, TURN RIGHT AND GO NORTHEAST ON
 AB4165'THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AB4165'RIGHT, SET INTO THE SOUTHEAST EDGE OF THE CONCRETE TAXIWAY.  THE
 AB4165'STATION IS 223.8 FT (68.2 M) SOUTHWEST OF THE RUNWAY CENTER, 57.4 FT
 AB4165'(17.5 M) NORTHEAST OF A TAXIWAY LIGHT, 33.8 FT (10.3 M) WEST-SOUTHWEST
 AB4165'OF THE SOUTH END OF A VOR SIGN AND 14.6 FT (4.5 M) SOUTHEAST OF THE
 AB4165'TAXIWAY CENTER.  THIS STATION TO BE USED AS SACS.
 AB4165
 AB4165                          STATION RECOVERY (1997)
 AB4165
 AB4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4165'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCCOOK AND 1.04 KM
 AB4165'(0.65 MI) NORTH OF US HIGHWAY 6 AND 34, AT THE MCCOOK MUNICIPAL
 AB4165'AIRPORT NEAR RUNWAY END 12 AND IN THE SW CORNER OF THE RUN-UP PAD, SET
 AB4165'IN A DRILL HOLE.  OWNERSHIP--CITY OF MCCOOK, AIRPORT MANANGER IS DAN
 AB4165'DEAN, BOX 1059, MCCOOK, NE.  69001.  PHONE NUMBER IS 308-345-2022.  TO
 AB4165'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 83 SOUTH
 AB4165'AT THE EAST END FO THE MCCOOK BUSINESS DISTRICT, GO EAST ON US HIGHWAY
 AB4165'6 AND 34 FOR 1.32 KM (0.80 MI) TO AIRPORT DRIVE ON THE LEFT.  TURN
 AB4165'LEFT AND GO NORTH ALONG AIRPORT DRIVE FOR 1.04 KM (0.65 MI) TO A PAVED
 AB4165'ROAD RIGHT LEADING TO THE RED WILLOW AVIATION BUILDING.  TURN RIGHT
 AB4165'AND GO SOUTHEAST ALONG A GRAVEL LANE BEWTEEN THE RED WILLOW AVIATION
 AB4165'BUILDING AND A HANGAR FOR .05 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT
 AB4165'AND GO NORTHEAST ALONG THE TAXIWAY FOR 0.26 KM (0.15 MI) TO THE
 AB4165'TERMINAL BUILDING ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS AN APRON
 AB4165'FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST THEN
 AB4165'NORTHEASTERLY ALONG THE TAXIWAY TOWARD RUNWAY END 12.  THE STATION IS
 AB4165'LOCATED 33.4 M (109.6 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AB4165'RUN-UP PAD AND 12.0 M (39.4 FT) SOUTHWEST FO THE CORNER FORMED BY THE
 AB4165'TAPERING SECTION OF CONCRETE LEADING FROM THE RUNWAY EDGE TO THE
 AB4165'SOUTHWEST SIDE OF THE RUN-UP PAD.
 AB4165
 AB4165                          STATION RECOVERY (1999)
 AB4165
 AB4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AB4165'AIRPORT MANAGER STATED THE MARK WAS DESTROYED BY AIRPORT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1023 ***********************************************************************
 LG1023  DESIGNATION -  MACH
 LG1023  PID         -  LG1023
 LG1023  STATE/COUNTY-  NE/PAWNEE
 LG1023  COUNTRY     -  US
 LG1023  USGS QUAD   -  LIBERTY SE (2017)
 LG1023
 LG1023                         *CURRENT SURVEY CONTROL
 LG1023  ______________________________________________________________________
 LG1023* NAD 83(1995) POSITION- 40 06 35.55195(N) 096 16 03.09064(W)   ADJUSTED
 LG1023* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 LG1023  ______________________________________________________________________
 LG1023  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 LG1023  LAPLACE CORR    -         -8.74  (seconds)                    DEFLEC18
 LG1023  HORZ ORDER      -  FIRST
 LG1023
 LG1023.The horizontal coordinates were established by classical geodetic methods
 LG1023.and adjusted by the National Geodetic Survey in August 1997.
 LG1023
 LG1023.The orthometric height was scaled from a topographic map.
 LG1023
 LG1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1023.GEOID18 height accuracy estimate available here.
 LG1023
 LG1023.Click photographs - Photos may exist for this station.
 LG1023
 LG1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1023
 LG1023. The following values were computed from the NAD 83(1995) position.
 LG1023
 LG1023;                    North         East     Units Scale Factor Converg.
 LG1023;SPC NE       -    37,573.513   818,104.916   MT  0.99995215   +2 28 24.6
 LG1023;SPC NE       -   123,272.43  2,684,065.88   sFT  0.99995215   +2 28 24.6
 LG1023;UTM  14      - 4,443,531.608   732,884.131   MT  1.00026770   +1 45 40.3
 LG1023
 LG1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1023!SPC NE       -   0.99993884  x   0.99995215  =   0.99989100
 LG1023!UTM  14      -   0.99993884  x   1.00026770  =   1.00020653
 LG1023
 LG1023:                Primary Azimuth Mark                     Grid Az
 LG1023:SPC NE       -  MACH AZ MK RESET                         091 29 54.6
 LG1023:UTM  14      -  MACH AZ MK RESET                         092 12 38.9
 LG1023
 LG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3288443531(NAD 83)
 LG1023
 LG1023|---------------------------------------------------------------------|
 LG1023| PID    Reference Object                     Distance      Geod. Az  |
 LG1023|                                                           dddmmss.s |
 LG1023| CL7368 MACH RM 1                            40.078 METERS 03223     |
 LG1023| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX. 9.7 KM 0855207.2 |
 LG1023| CL7370 MACH RM 3                            19.812 METERS 08852     |
 LG1023| CL7367 MACH AZ MK RESET                                   0935819.2 |
 LG1023| CL7369 MACH RM 2                            24.396 METERS 10801     |
 LG1023| CL7366 MACH AZ MK                                         2700314.7 |
 LG1023|---------------------------------------------------------------------|
 LG1023
 LG1023                          SUPERSEDED SURVEY CONTROL
 LG1023
 LG1023  NAD 83(1986)-  40 06 35.55988(N)    096 16 03.08696(W) AD(       ) 1
 LG1023  NAD 27      -  40 06 35.56200(N)    096 16 02.05000(W) AD(       ) 1
 LG1023
 LG1023.Superseded values are not recommended for survey control.
 LG1023
 LG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1023.See file dsdata.pdf to determine how the superseded data were derived.
 LG1023
 LG1023_MARKER: DS = TRIANGULATION STATION DISK
 LG1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1023_STAMPING: MACH 1947
 LG1023_MARK LOGO: CGS
 LG1023_PROJECTION: FLUSH
 LG1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1023+STABILITY: SURFACE MOTION
 LG1023
 LG1023  HISTORY     - Date     Condition        Report By
 LG1023  HISTORY     - 1947     MONUMENTED       CGS
 LG1023  HISTORY     - 1959     GOOD             CGS
 LG1023
 LG1023                          STATION DESCRIPTION
 LG1023
 LG1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1023'THE STATION IS ABOUT 6 MILES WEST OF PAWNEE CITY, 5 MILES
 LG1023'SOUTHEAST OF BURCHARD, 64 FEET NORTH OF THE CENTER OF STATE
 LG1023'HIGHWAY 4, 51.5 FEET WEST OF THE CENTER OF FARM LANE, 16.5 FEET
 LG1023'EAST OF A NORTH-SOUTH FENCE, 15 FEET NORTH OF THE WEST END
 LG1023'OF A ROW OF EVERGREEN TREES AND 14 FEET EAST OF A 4 X 4 INCH
 LG1023'WITNESS POST.  IT IS STAMPED MACH 1947 AND IS SET FLUSH.
 LG1023'
 LG1023'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF THE NORTHWEST
 LG1023'CORNER OF FARM HOME, 16 FEET EAST OF THE CENTER OF FARM LANE
 LG1023'AND 1 FOOT SOUTH OF A POWER AND LIGHT POLE.  IT IS STAMPED
 LG1023'MACH NO 1 1947 AND IS SET FLUSH.
 LG1023'
 LG1023'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTER OF STATE
 LG1023'HIGHWAY 4, 25 FEET EAST OF THE CENTER OF FARM LANE AND 3 FEET
 LG1023'NORTH OF A POWER LINE POLE.  IT IS STAMPED MACH NO 2 1947
 LG1023'AND IS SET FLUSH.
 LG1023'
 LG1023'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4,
 LG1023'23 FEET NORTH OF A FENCE CORNER, 4 FEET SOUTH OF A 4 X 4
 LG1023'WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  IT IS
 LG1023'STAMPED MACH 1947 AND PROJECTS 7 INCHES.
 LG1023'
 LG1023'TO REACH THE STATION FROM BURCHARD, GO SOUTH ON STATE HIGHWAY 4
 LG1023'FOR 2.5 MILES, CONTINUE ON STATE HIGHWAY 4, EAST, FOR 2.8 MILES
 LG1023'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, THEN FOLLOW
 LG1023'STATE HIGHWAY 4, EAST, FOR 0.6 MILE TO THE STATION ON THE LEFT.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 15 FEET.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 37 FEET.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 37 FEET.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE FROM THE GROUND.
 LG1023'
 LG1023'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1023
 LG1023                          STATION RECOVERY (1959)
 LG1023
 LG1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1023'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1023'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 4
 LG1023'WILL DESTROY THE AZIMUTH MARK AND ONE REFERENCE MARK.  THEY
 LG1023'WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG1023'
 LG1023'STATION IS LOCATED ABOUT 6 MILES WEST OF PAWNEE CITY, 5 MILES
 LG1023'EAST-SOUTHEAST OF BURCHARD, AND 4 AND 1/2 MILES EAST OF THE
 LG1023'JUNCTION OF STATE HIGHWAYS 4 AND 65, 63 FEET NORTH OF THE CENTER
 LG1023'OF STATE HIGHWAY 4, 43 FEET WEST OF THE WEST GATE POST AT
 LG1023'ENTRANCE TO FARM BUILDINGS, 16 FEET EAST OF A T- FENCE
 LG1023'INTERSECTION, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 LG1023'FENCE AND A NEW WITNESS POST.  THE MARK IS FLUSH WITH THE
 LG1023'SURFACE OF THE GROUND AND THE DISK IS STAMPED MACH 1947.
 LG1023'
 LG1023'REFERENCE MARK NO. 1 IS 131.49 FEET NORTHEAST OF THE STATION,
 LG1023'22 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 LG1023'15 FEET NORTH OF A POWER POLE WITH A METER, 15 FEET NORTH OF
 LG1023'8-INCH ELM TREE, AND 11 FEET WEST OF THE WEST SIDE OF HOUSE.
 LG1023'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LG1023'MACH NO 1 1947.
 LG1023'
 LG1023'REFERENCE MARK NO. 3 IS 65.00 FEET EAST OF THE STATION, 64 FEET
 LG1023'NORTH OF THE CENTER OF STATE HIGHWAY 4, 7 FEET EAST OF THE EAST
 LG1023'GATE POST AT ENTRANCE TO FARM, AND 1 FOOT SOUTH OF FENCE.
 LG1023'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG1023'IS STAMPED MACH NO 3 1947.
 LG1023'
 LG1023'AZIMUTH MARK (RESET) IS 0.3 MILE EAST OF THE STATION, 60 FEET
 LG1023'SOUTH OF THE CENTER OF STATE HIGHWAY 4, 2 FEET WEST OF A
 LG1023'TELEPHONE POLE, AND 2 FEET EAST OF A NEW WITNESS POST.  THE
 LG1023'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MACH 1947
 LG1023'RESET 1959.
 LG1023'
 LG1023'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BURCHARD,
 LG1023'GO SOUTH ON STATE HIGHWAYS 4 AND 65 FOR 2.5 MILES TO THE
 LG1023'JUNCTION OF THESE HIGHWAYS.  TURN LEFT AND GO EAST ON STATE
 LG1023'HIGHWAY 4 FOR 4.4 MILES TO THE STATION ON THE LEFT WITH FARM
 LG1023'BUILDINGS ON BOTH SIDES OF THE ROAD.  TO REACH THE AZIMUTH MARK
 LG1023'FROM THE STATION, GO EAST ON STATE HIGHWAY 4 FOR 0.3 MILE TO
 LG1023'THE AZIMUTH MARK ON THE RIGHT.
 LG1023'
 LG1023'NOTE- THERE IS A ROCK AND WOOD SCHOOLHOUSE WITH A BELL TOWER
 LG1023'OR CUPOLA ON THE SOUTH END OF THE ROOF WHICH IS ABOUT 0.7 MILE
 LG1023'WEST OF THE STATION.  THE HORIZONTAL ANGLE TO THIS BELL TOWER
 LG1023'WAS MEASURED AND IT COULD BE USED FOR AN AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0453 ***********************************************************************
 NM0453  DESIGNATION -  MACY
 NM0453  PID         -  NM0453
 NM0453  STATE/COUNTY-  NE/THURSTON
 NM0453  COUNTRY     -  US
 NM0453  USGS QUAD   -  MACY (2017)
 NM0453
 NM0453                         *CURRENT SURVEY CONTROL
 NM0453  ______________________________________________________________________
 NM0453* NAD 83(1995) POSITION- 42 04 48.23351(N) 096 17 54.00310(W)   ADJUSTED
 NM0453* NAVD 88 ORTHO HEIGHT -   427.739 (meters)     1403.34  (feet) ADJUSTED
 NM0453  ______________________________________________________________________
 NM0453  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 NM0453  LAPLACE CORR    -         -8.59  (seconds)                    DEFLEC18
 NM0453  DYNAMIC HEIGHT  -        427.591 (meters)     1402.85  (feet) COMP
 NM0453  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 NM0453
 NM0453  HORZ ORDER      -  FIRST
 NM0453  VERT ORDER      -  SECOND    CLASS 0
 NM0453
 NM0453.The horizontal coordinates were established by classical geodetic methods
 NM0453.and adjusted by the National Geodetic Survey in August 1997.
 NM0453
 NM0453.The orthometric height was determined by differential leveling and
 NM0453.adjusted by the NATIONAL GEODETIC SURVEY
 NM0453.in June 1991.
 NM0453
 NM0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0453.GEOID18 height accuracy estimate available here.
 NM0453
 NM0453.Click photographs - Photos may exist for this station.
 NM0453
 NM0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0453
 NM0453.The dynamic height is computed by dividing the NAVD 88
 NM0453.geopotential number by the normal gravity value computed on the
 NM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0453.degrees latitude (g = 980.6199 gals.).
 NM0453
 NM0453.The modeled gravity was interpolated from observed gravity values.
 NM0453
 NM0453. The following values were computed from the NAD 83(1995) position.
 NM0453
 NM0453;                    North         East     Units Scale Factor Converg.
 NM0453;SPC NE       -   256,002.603   806,118.332   MT  0.99970876   +2 27 11.1
 NM0453;SPC NE       -   839,901.87  2,644,739.89   sFT  0.99970876   +2 27 11.1
 NM0453;UTM  14      - 4,662,198.110   723,473.408   MT  1.00021454   +1 48 40.7
 NM0453
 NM0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0453!SPC NE       -   0.99993706  x   0.99970876  =   0.99964584
 NM0453!UTM  14      -   0.99993706  x   1.00021454  =   1.00015158
 NM0453
 NM0453:                Primary Azimuth Mark                     Grid Az
 NM0453:SPC NE       -  MACY AZ MK                               249 52 38.9
 NM0453:UTM  14      -  MACY AZ MK                               250 31 09.3
 NM0453
 NM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2347362198(NAD 83)
 NM0453
 NM0453|---------------------------------------------------------------------|
 NM0453| PID    Reference Object                     Distance      Geod. Az  |
 NM0453|                                                           dddmmss.s |
 NM0453| NM0454 BLACK BIRD                            2.694 METERS 00149     |
 NM0453| NM1665 SLOAN MUNICIPAL TANK                APPROX.18.0 KM 0183321.3 |
 NM0453| NM1664 WHITING MUNICIPAL TANK              APPROX.13.4 KM 0670616.9 |
 NM0453| NM1662 ONAWA MUNICIPAL TANK                APPROX.17.8 KM 1085913.1 |
 NM0453| NM0455 MACY RM 1                            28.457 METERS 24700     |
 NM0453| CO4015 MACY AZ MK                                         2521950.0 |
 NM0453| NM0456 MACY RM 2                            44.894 METERS 33738     |
 NM0453|---------------------------------------------------------------------|
 NM0453
 NM0453                          SUPERSEDED SURVEY CONTROL
 NM0453
 NM0453  NAD 83(1986)-  42 04 48.23440(N)    096 17 53.99893(W) AD(       ) 1
 NM0453  NAD 27      -  42 04 48.27600(N)    096 17 52.90100(W) AD(       ) 1
 NM0453  NGVD 29 (??/??/92)  427.593  (m)         1402.86   (f) ADJ UNCH    2 0
 NM0453  NGVD 29             427.59   (m)         1402.9    (f) LEVELING    3  
 NM0453
 NM0453.Superseded values are not recommended for survey control.
 NM0453
 NM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0453.See file dsdata.pdf to determine how the superseded data were derived.
 NM0453
 NM0453_MARKER: DS = TRIANGULATION STATION DISK
 NM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0453_STAMPING: MACY 1934
 NM0453_MARK LOGO: CGS
 NM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0453+STABILITY: SURFACE MOTION
 NM0453
 NM0453  HISTORY     - Date     Condition        Report By
 NM0453  HISTORY     - 1934     MONUMENTED       CGS
 NM0453  HISTORY     - 1947     GOOD             CGS
 NM0453  HISTORY     - 1948     GOOD             CGS
 NM0453  HISTORY     - 1950     GOOD             CGS
 NM0453  HISTORY     - 1961     GOOD             CGS
 NM0453  HISTORY     - 1961     GOOD             CGS
 NM0453
 NM0453                          STATION DESCRIPTION
 NM0453
 NM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM0453'STATION IS ABOUT 8 MILES NORTHWEST OF DECATUR, ABOUT 5 MILES
 NM0453'SOUTHEAST OF MACY, IN THE SOUTHWEST QUARTER OF SEC. 3, T. 24 N.,
 NM0453'R. 10 E., ON LAND OWNED BY CHARLIE GRANT, IN A CULTIVATED
 NM0453'FIELD ON THE HIGHEST POINT IN THE VICINITY, ABOUT 150 YARDS
 NM0453'NORTHEAST OF THE GRANT HOUSE, AND 2.710 METERS SOUTH OF A
 NM0453'MISSOURI RIVER COMMISSION STATION.  SURFACE AND UNDERGROUND
 NM0453'MARKS ARE SET AS DESCRIBED.
 NM0453'
 NM0453'TO REACH FROM DECATUR, GO WEST 0.1 MILE TO U.S. ROUTE 73 E,
 NM0453'THEN NORTH ON HIGHWAY 73 E FOR 6 MILES TO SOUTH END OF A
 NM0453'DEEP CUT, LEAVE HIGHWAY 73 E AND FOLLOW UNIMPROVED ROAD ABOUT
 NM0453'100 YARDS NORTH TO SECTION-LINE ROAD EAST.  HERE GO EAST
 NM0453'1.0 MILE, THEN NORTH ON UNIMPROVED ROAD ON EAST SIDE OF
 NM0453'FENCE 0.3 MILE, AND EAST THROUGH FIELD 50 YARDS TO STATION.
 NM0453'
 NM0453'REFERENCE MARK NO. 1 IS 28.46 METERS (93.4 FEET)
 NM0453'SOUTHWEST OF STATION IN FIELD.
 NM0453'
 NM0453'REFERENCE MARK NO. 2 IS 44.89 METERS (147.3 FEET)
 NM0453'NORTHWEST OF STATION, IN FIELD.
 NM0453'
 NM0453'REFERENCE MARKS COULD NOT BE MEASURED MORE ACCURATELY ON
 NM0453'ACCOUNT OF ROUGH GROUND.
 NM0453'
 NM0453'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST
 NM0453'OF STATION ON THE SOUTH SIDE OF A DIRT SECTION-LINE ROAD
 NM0453'28 FEET FROM CENTERLINE AND 3 FEET NORTH OF FENCE LINE.
 NM0453'
 NM0453'A MARK OF THE MISSOURI RIVER COMMISSION IS LOCATED 2.710
 NM0453'METERS (8.89 FEET) NORTH OF STATION.  IT IS A 4-INCH CAST-IRON
 NM0453'PIPE WITH A SCREW CAP AND MARKED M.R.C.  MARK FOUND IN GOOD
 NM0453'CONDITION.  A TIE WAS MADE TO THIS MARK AND DIRECTION OBTAINED.
 NM0453'
 NM0453'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 NM0453
 NM0453                          STATION RECOVERY (1947)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM0453'7.4 MI NW FROM DECATUR.
 NM0453'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0453'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0453'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0453'ALONG A FARM DRIVE, ABOUT 600.0 FEET NORTH-NORTHWEST OF THE
 NM0453'CHARLIE GRANT HOUSE, IN A CULTIVATED FIELD AND ON THE HIGHEST
 NM0453'GROUND IN THE VICINITY, 140.0 FEET SOUTHEAST OF A PRIVATE
 NM0453'CEMETERY, 9.0 FEET SOUTH OF A MO.R.C. MARK, 1.0 FOOT NORTH OF
 NM0453'A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0453'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- MARK IS 1.2 MILES ALONG
 NM0453'A DIRT ROAD TO A MICRO-WAVE TOWER ON THE RIGHT.
 NM0453
 NM0453                          STATION RECOVERY (1948)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0453'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 NM0453'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 NM0453'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 NM0453'DISTANCE TO THE AZIMUTH MARK IS APPROXIMATELY 1.3 MILES
 NM0453'INSTEAD OF 1.0 MILE.  THE DISTANCE TO THE MRC STATION MARK
 NM0453'HAS CHANGED.  THIS MARK HAS BEEN STRUCK BY A TRACTOR OR A
 NM0453'PLOW AND HAS BEEN MOVED TO A SLIGHT LEANING POSITION, AND
 NM0453'IS LOOSE IN THE GROUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM0453'
 NM0453'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 NM0453'DACATUR, ABOUT 3-1/2 MILES SOUTHEAST OF MACY, ON THE HIGHEST
 NM0453'PART OF A CULTIVATED FIELD OVERLOOKING THE MISSOURI RIVER
 NM0453'VALLEY.  IT IS ABOUT 150 YARDS NORTHWEST OF A SMALL WHITE
 NM0453'HOUSE, AND 95 FEET SOUTHEAST OF A SMALL BURIAL PLOT.  THE
 NM0453'DISK IS STAMPED MACY 1934 AND PROJECTS 5 INCHES.
 NM0453'
 NM0453'REFERENCE MARK NO. 1 IS 93.36 FEET WEST OF THE STATION, ON
 NM0453'THE WEST SLOPE OF THE HILL.  THE DISK IS STAMPED MACY NO
 NM0453'1 1934 AND PROJECTS 6 INCHES.
 NM0453'
 NM0453'REFERENCE MARK NO. 2 IS 147.29 FEET NORTHWEST OF THE STATION,
 NM0453'AND 13 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BURIAL
 NM0453'PLOT.  THE DISK IS STAMPED MACY NO 2 1934 AND PROJECTS 6
 NM0453'INCHES.
 NM0453'
 NM0453'THE MRC STATION MARK IS 08.789 FEET NORTH OF THE STATION.
 NM0453'IT IS A STANDARD MRC STATION DISK SET ON THE TOP OF A 4
 NM0453'INCH IRON PIPE AND PROJECTS 4 INCHES.  IT IS NOT STAMPED.
 NM0453'
 NM0453'THE AZIMUTH MARK IS ABOUT 1.3 MILES WEST-SOUTHWEST OF THE
 NM0453'STATION, 0.05 MILE EAST OF U.S. HIGHWAY 73E, 40 YARDS NORTHWEST
 NM0453'OF THE CENTERLINE OF A DIRT ROAD, AND 3 FEET SOUTH OF A
 NM0453'WITNESS POST.  THE DISK IS STAMPED MACY AZI 1934 AND PROJECTS
 NM0453'1 FOOT.
 NM0453'
 NM0453'TO REACH THE STATION FROM THE POST OFFICE IN DECATUR, GO
 NM0453'WEST FOR 0.1 MILE TO U.S. HIGHWAY 73E.  TURN RIGHT AND FOLLOW
 NM0453'HIGHWAY FOR 6.0 MILES TO A SIDE ROAD RIGHT, AT THE SOUTH
 NM0453'END OF A DEEP CUT.  TURN RIGHT FOR 0.05 MILE TO THE AZIMUTH
 NM0453'MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE DIRT
 NM0453'ROAD FOR 1.35 MILES TO A DESERTED HOUSE ON THE LEFT.  TURN
 NM0453'LEFT, PASS TO THE LEFT OF THE BARN AND HOUSE AND FOLLOW
 NM0453'A FIELD ROAD NORTH FOR 0.2 MILE TO THE TOP OF THE HILL AND
 NM0453'THE WHITE HOUSE ON THE RIGHT.  TURN LEFT AND FOLLOW THE TRACK
 NM0453'ROAD NORTHWEST ALONG THE TOP OF THE RIDGE TO THE STATION
 NM0453'AS DESCRIBED.
 NM0453'
 NM0453'A 74 FOOT SIGNAL AT 392 (MRC) IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT SLOAN IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'AN 87 FOOT SIGNAL AT FAIRVIEW IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT WHITING IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT ONAWA 1934 IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT CLARK IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'AN 8 FOOT SIGNAL AT 388 (USED) IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 74 FOOT SIGNAL AT SAND 1934 IS VISIBLE FROM THE GROUND.
 NM0453
 NM0453                          STATION RECOVERY (1950)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0453'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM0453'FOUND IN GOOD CONDITION.
 NM0453
 NM0453                          STATION RECOVERY (1961)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NM0453'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM0453'FOUND IN GOOD CONDITION.  A NEW REVISED TO REACH DESCRIPTION
 NM0453'FOLLOWS.
 NM0453'
 NM0453'TO REACH THE STATION FROM THE POST OFFICE IN DECATUR, GO
 NM0453'WEST FOR 0.1 MILE TO U.S. HIGHWAY 73.  TURN RIGHT AND GO
 NM0453'NORTH-NORTHWEST OF U.S. HIGHWAY 73 FOR 6.0 MILES TO A SIDE
 NM0453'ROAD RIGHT AT THE SOUTH END OF A DEEP CUT.  TURN RIGHT ON
 NM0453'SIDE ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 NM0453'AS DESCRIBED.  CONTINUE EAST ON SIDE ROAD FOR 1.2 MILES
 NM0453'TO A MICRO-WAVE RELAY TOWER ON THE RIGHT AND A FIELD ROAD
 NM0453'LEFT.  TURN LEFT AND FOLLOW THE FIELD ROAD NORTH FOR 0.3
 NM0453'MILE TO A HOUSE.  PASS AROUND THE HOUSE ON THE EAST AND THE
 NM0453'NORTH AND FOLLOW ALONG TOP OF HILL NORTHWEST FOR 200 YARDS
 NM0453'TO A SMALL BURIAL PLOT AND THE STATION AS DESCRIBED.
 NM0453
 NM0453                          STATION RECOVERY (1961)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0456 ***********************************************************************
 NM0456  DESIGNATION -  MACY RM 2
 NM0456  PID         -  NM0456
 NM0456  STATE/COUNTY-  NE/THURSTON
 NM0456  COUNTRY     -  US
 NM0456  USGS QUAD   -  MACY (2017)
 NM0456
 NM0456                         *CURRENT SURVEY CONTROL
 NM0456  ______________________________________________________________________
 NM0456* NAD 83(1986) POSITION- 42 04 49.58   (N) 096 17 54.75   (W)   HD_HELD1
 NM0456* NAVD 88 ORTHO HEIGHT -   426.993 (meters)     1400.89  (feet) ADJUSTED
 NM0456  ______________________________________________________________________
 NM0456  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 NM0456  DYNAMIC HEIGHT  -        426.845 (meters)     1400.41  (feet) COMP
 NM0456  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 NM0456
 NM0456  VERT ORDER      -  SECOND    CLASS 0
 NM0456
 NM0456.The horizontal coordinates were determined by differentially corrected
 NM0456.hand held GPS observations or other comparable positioning techniques
 NM0456.and have an estimated accuracy of +/- 3 meters.
 NM0456
 NM0456.The orthometric height was determined by differential leveling and
 NM0456.adjusted by the NATIONAL GEODETIC SURVEY
 NM0456.in June 1991.
 NM0456
 NM0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0456.GEOID18 height accuracy estimate available here.
 NM0456
 NM0456.Click photographs - Photos may exist for this station.
 NM0456
 NM0456.The dynamic height is computed by dividing the NAVD 88
 NM0456.geopotential number by the normal gravity value computed on the
 NM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0456.degrees latitude (g = 980.6199 gals.).
 NM0456
 NM0456.The modeled gravity was interpolated from observed gravity values.
 NM0456
 NM0456;                    North         East    Units  Estimated Accuracy
 NM0456;SPC NE       -   256,043.4     806,099.4     MT  (+/- 3 meters HH1 GPS) 
 NM0456
 NM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2345462239(NAD 83)
 NM0456
 NM0456                          SUPERSEDED SURVEY CONTROL
 NM0456
 NM0456  NGVD 29 (??/??/92)  426.846  (m)         1400.41   (f) ADJ UNCH    2 0
 NM0456
 NM0456.Superseded values are not recommended for survey control.
 NM0456
 NM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0456.See file dsdata.pdf to determine how the superseded data were derived.
 NM0456
 NM0456_MARKER: DR = REFERENCE MARK DISK
 NM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0456_STAMPING: MACY NO 2 1934
 NM0456_MARK LOGO: CGS
 NM0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0456+STABILITY: SURFACE MOTION
 NM0456
 NM0456  HISTORY     - Date     Condition        Report By
 NM0456  HISTORY     - 1934     MONUMENTED       CGS
 NM0456  HISTORY     - 1947     GOOD             CGS
 NM0456  HISTORY     - 1961     GOOD             CGS
 NM0456
 NM0456                          STATION DESCRIPTION
 NM0456
 NM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0456'7.4 MI NW FROM DECATUR.
 NM0456'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0456'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0456'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0456'ALONG A FARM DRIVE, ABOUT 750.0 FEET NORTH-NORTHWEST OF THE
 NM0456'CHARLIE GRANT HOUSE, IN A CULTIVATED FIELD AND AT THE WEST EDGE
 NM0456'OF A SMALL PRIVATE CEMETERY, ON THE HIGHEST RIDGE OF GROUND IN
 NM0456'THE VICINITY, 147.3 FEET NORTHWEST OF THE STATION, 2.0 FEET
 NM0456'SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0456'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0456
 NM0456                          STATION RECOVERY (1961)
 NM0456
 NM0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1205 ***********************************************************************
 LH1205  DESIGNATION -  MADDEN
 LH1205  PID         -  LH1205
 LH1205  STATE/COUNTY-  NE/KEARNEY
 LH1205  COUNTRY     -  US
 LH1205  USGS QUAD   -  CAMPBELL (2017)
 LH1205
 LH1205                         *CURRENT SURVEY CONTROL
 LH1205  ______________________________________________________________________
 LH1205* NAD 83(1995) POSITION- 40 21 07.46327(N) 098 43 53.83694(W)   ADJUSTED
 LH1205* NAVD 88 ORTHO HEIGHT -   649.    (meters)     2129.    (feet) SCALED
 LH1205  ______________________________________________________________________
 LH1205  GEOID HEIGHT    -        -25.525 (meters)                     GEOID18
 LH1205  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 LH1205  HORZ ORDER      -  SECOND
 LH1205
 LH1205.The horizontal coordinates were established by classical geodetic methods
 LH1205.and adjusted by the National Geodetic Survey in August 1997.
 LH1205
 LH1205.The orthometric height was scaled from a topographic map.
 LH1205
 LH1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1205.GEOID18 height accuracy estimate available here.
 LH1205
 LH1205.Click photographs - Photos may exist for this station.
 LH1205
 LH1205.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1205
 LH1205. The following values were computed from the NAD 83(1995) position.
 LH1205
 LH1205;                    North         East     Units Scale Factor Converg.
 LH1205;SPC NE       -    58,387.127   607,734.404   MT  0.99985936   +0 50 26.0
 LH1205;SPC NE       -   191,558.43  1,993,875.29   sFT  0.99985936   +0 50 26.0
 LH1205;UTM  14      - 4,466,869.645   522,790.644   MT  0.99960639   +0 10 25.6
 LH1205
 LH1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1205!SPC NE       -   0.99990217  x   0.99985936  =   0.99976154
 LH1205!UTM  14      -   0.99990217  x   0.99960639  =   0.99950859
 LH1205
 LH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2279066869(NAD 83)
 LH1205
 LH1205                          SUPERSEDED SURVEY CONTROL
 LH1205
 LH1205  NAD 83(1986)-  40 21 07.46982(N)    098 43 53.83675(W) AD(       ) 2
 LH1205  NAD 27      -  40 21 07.41800(N)    098 43 52.57400(W) AD(       ) 2
 LH1205  USSD        -  40 21 07.46000(N)    098 43 52.57000(W) AD(       ) 3
 LH1205
 LH1205.Superseded values are not recommended for survey control.
 LH1205
 LH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1205.See file dsdata.pdf to determine how the superseded data were derived.
 LH1205
 LH1205_MARKER: N = NAIL
 LH1205_SETTING: 0 = UNSPECIFIED SETTING
 LH1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1205
 LH1205  HISTORY     - Date     Condition        Report By
 LH1205  HISTORY     - 1898     MONUMENTED       CGS
 LH1205  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LH1205  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1205  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LH1205
 LH1205                          STATION DESCRIPTION
 LH1205
 LH1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1205'THIS STATION IS IN THE SE. 1/4 SEC. 36, T. 5 N., R. 13 W., ON
 LH1205'THE LINE OF AN EAST AND WEST WIRE FENCE, AND IS ABOUT 500 FEET
 LH1205'NORTH AND 500 FEET EAST OF THE SOUTH CENTER OF SEC. 36, ON LAND
 LH1205'OWNED AND OCCUPIED BY ROBERT MADDEN.  THE SURFACE MARK IS A
 LH1205'PINE STUB 4 INCHES SQUARE, 20 INCHES LONG, WITH A NAIL IN ITS
 LH1205'TOP MARKING ITS EXACT CENTER.  THE UNDERGROUND MARK IS A STONE
 LH1205'JUG TOP BURIED 2 FEET BELOW THE SURFACE.
 LH1205
 LH1205                          STATION RECOVERY (1935)
 LH1205
 LH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1205'THE MARK WAS SITUATED IN THE SOUTHWEST-QUARTER OF SE. 1/4 OF
 LH1205'SEC. 36, T. 5 N., R. 13 W., ON LAND NOW OWNED BY AUGUST LUTKAMEYER,
 LH1205'WHO LIVES IN CAMPBELL.  THERE IS NO EVIDENCE OF THE SURFACE
 LH1205'MARK.  MEASUREMENTS 550 FEET NORTH AND 500 FEET EAST OF THE
 LH1205'SOUTH 1/4 CORNER OF SECTION 36, WERE MADE AND A HOLE 5 FEET IN
 LH1205'DIAMETER AND 3 FEET DEEP WAS DUG, BUT THE UNDERGROUND MARK WAS
 LH1205'NOT RECOVERED.  MR. LUTKAMEYER REMEMBERED THE EXISTENCE OF
 LH1205'THE STATION BUT STATED THAT ALL SURFACE EVIDENCE HAS LONG AGO
 LH1205'DISAPPEARED.  THE GROUND HAS BEEN CULTIVATED FOR MANY YEARS.
 LH1205
 LH1205                          STATION RECOVERY (1935)
 LH1205
 LH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 LH1205'STATION WAS NOT RECOVERED.  THE DISTANCES WERE MEASURED FROM
 LH1205'THE SOUTH QUARTER CORNER OF SECTION 36, AND SOME PRODDING DONE
 LH1205'TO LOCATE UNDERGROUND MARK.  GROUND WAS DUG WHEREVER SOME SLIGHT
 LH1205'EVIDENCES OF HARD OBJECTS WERE STRUCK WITH THE PRODDING ROD.
 LH1205'THE MARK WAS NOT FOUND.  THE OWNER OF THE PROPERTY REMEMBERED
 LH1205'THAT THERE WAS A MARK IN THE CULTIVATED FIELD WHERE MR. MADDEN
 LH1205'LIVED ON THE PROPERTY BUT NO REFERENCES WERE LEFT, AND THE
 LH1205'STATION SITE COULD NOT BE DEFINITELY LOCATED.  IT IS THOUGHT
 LH1205'THAT THE ORIGINAL STATION MARK, A JUG 2 FEET UNDER GROUND, IS
 LH1205'STILL IN ITS ORIGINAL POSITION BUT IT CAN ONLY BE
 LH1205'LOCATED BY EXTENSIVE DIGGING OR ANOTHER STATION LOCATED
 LH1205'AND DETERMINED.
 LH1205
 LH1205                          STATION RECOVERY (1950)
 LH1205
 LH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LH1205'STATION LOCATION IS IN A PLOWED FIELD, MEASUREMENT OF 500 FEET
 LH1205'EAST AND 500 FEET NORTH OF APPROXIMATELY CENTER OF THE ROAD AT
 LH1205'THE 1/2 SECTION LINE WAS MADE, AND SOME PRODDING WAS DONE WITH
 LH1205'BAR, AND THE MARK WAS NOT LOCATED, IT IS REASONABLE TO BELIEVE
 LH1205'THAT THE UNDERGROUND MARK IS IN ITS ORIGINAL LOCATION, AND
 LH1205'CAN BE FOUND BY EXTENSIVE DIGGING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1855 ***********************************************************************
 MK1855  DESIGNATION -  MADISON STANDPIPE
 MK1855  PID         -  MK1855
 MK1855  STATE/COUNTY-  NE/MADISON
 MK1855  COUNTRY     -  US
 MK1855  USGS QUAD   -  MADISON (2017)
 MK1855
 MK1855                         *CURRENT SURVEY CONTROL
 MK1855  ______________________________________________________________________
 MK1855* NAD 83(1995) POSITION- 41 49 22.85201(N) 097 27 27.62888(W)   ADJUSTED
 MK1855  ______________________________________________________________________
 MK1855  GEOID HEIGHT    -        -24.641 (meters)                     GEOID18
 MK1855  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 MK1855  HORZ ORDER      -  THIRD
 MK1855
 MK1855.The horizontal coordinates were established by classical geodetic methods
 MK1855.and adjusted by the National Geodetic Survey in August 1997.
 MK1855
 MK1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1855.GEOID18 height accuracy estimate available here.
 MK1855
 MK1855.Click photographs - Photos may exist for this station.
 MK1855
 MK1855.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1855
 MK1855. The following values were computed from the NAD 83(1995) position.
 MK1855
 MK1855;                    North         East     Units Scale Factor Converg.
 MK1855;SPC NE       -   224,010.327   711,116.936   MT  0.99967388   +1 41 05.2
 MK1855;SPC NE       -   734,940.55  2,333,056.15   sFT  0.99967388   +1 41 05.2
 MK1855;UTM  14      - 4,631,275.766   628,086.790   MT  0.99980189   +1 01 43.0
 MK1855
 MK1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2808631275(NAD 83)
 MK1855
 MK1855                          SUPERSEDED SURVEY CONTROL
 MK1855
 MK1855  NAD 83(1986)-  41 49 22.86072(N)    097 27 27.63308(W) AD(       ) 3
 MK1855  NAD 27      -  41 49 22.84000(N)    097 27 26.46000(W) AD(       ) 3
 MK1855
 MK1855.Superseded values are not recommended for survey control.
 MK1855
 MK1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1855.See file dsdata.pdf to determine how the superseded data were derived.
 MK1855
 MK1855_MARKER: 52 = STANDPIPE TANK
 MK1855
 MK1855  HISTORY     - Date     Condition        Report By
 MK1855  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1855
 MK1855                          STATION DESCRIPTION
 MK1855
 MK1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1855'POINT SIGHTED UPON WAS THE CENTER OF THE MUNICIPAL STANDPIPE
 MK1855'LOCATED ON A HILL IN THE SOUTHWEST CORNER OF THE TOWN OF MADISON.
 MK1855'STANDPIPE IS 50 FEET HIGH.
 MK1855'
 MK1855'OBSERVED UPON FROM STATIONS WHITE AND HUNT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0299 ***********************************************************************
 LJ0299  DESIGNATION -  MAG STA
 LJ0299  PID         -  LJ0299
 LJ0299  STATE/COUNTY-  NE/CHASE
 LJ0299  COUNTRY     -  US
 LJ0299  USGS QUAD   -  IMPERIAL (2017)
 LJ0299
 LJ0299                         *CURRENT SURVEY CONTROL
 LJ0299  ______________________________________________________________________
 LJ0299* NAD 83(1986) POSITION- 40 31 15.     (N) 101 38 36.     (W)   SCALED
 LJ0299* NAVD 88 ORTHO HEIGHT -  1000.815 (meters)     3283.51  (feet) ADJUSTED
 LJ0299  ______________________________________________________________________
 LJ0299  GEOID HEIGHT    -        -22.152 (meters)                     GEOID18
 LJ0299  DYNAMIC HEIGHT  -       1000.133 (meters)     3281.27  (feet) COMP
 LJ0299  MODELED GRAVITY -    979,909.5   (mgal)                       NAVD 88
 LJ0299
 LJ0299  VERT ORDER      -  SECOND    CLASS 0
 LJ0299
 LJ0299.The horizontal coordinates were scaled from a map and have
 LJ0299.an estimated accuracy of +/- 6 seconds.
 LJ0299
 LJ0299.The orthometric height was determined by differential leveling and
 LJ0299.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0299.in June 1991.
 LJ0299
 LJ0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0299.GEOID18 height accuracy estimate available here.
 LJ0299
 LJ0299.Click photographs - Photos may exist for this station.
 LJ0299
 LJ0299.The dynamic height is computed by dividing the NAVD 88
 LJ0299.geopotential number by the normal gravity value computed on the
 LJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0299.degrees latitude (g = 980.6199 gals.).
 LJ0299
 LJ0299.The modeled gravity was interpolated from observed gravity values.
 LJ0299
 LJ0299;                    North         East    Units  Estimated Accuracy
 LJ0299;SPC NE       -    77,660.      360,780.      MT  (+/- 180 meters Scaled)
 LJ0299
 LJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK760889(NAD 83)
 LJ0299
 LJ0299                          SUPERSEDED SURVEY CONTROL
 LJ0299
 LJ0299  NGVD 29 (??/??/92) 1000.417  (m)         3282.20   (f) ADJ UNCH    2 0
 LJ0299
 LJ0299.Superseded values are not recommended for survey control.
 LJ0299
 LJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0299.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0299
 LJ0299_MARKER: V = STONE MONUMENT
 LJ0299_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LJ0299_MARK LOGO: CGS
 LJ0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0299
 LJ0299  HISTORY     - Date     Condition        Report By
 LJ0299  HISTORY     - 1902     MONUMENTED       CGS
 LJ0299  HISTORY     - 1934     GOOD             CGS
 LJ0299  HISTORY     - 19980108 GOOD             LOCSUR
 LJ0299
 LJ0299                          STATION DESCRIPTION
 LJ0299
 LJ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0299'AT IMPERIAL.
 LJ0299'AT IMPERIAL, IN PARK ON NORTH SIDE OF CHASE COUNTY COURTHOUSE,
 LJ0299'96 FEET NORTH OF COURTHOUSE, 24 FEET SOUTH OF CENTERLINE OF
 LJ0299'SIDEWALK.  33 FEET EAST OF CENTERLINE OF CINDER DRIVE TO NORTH
 LJ0299'SIDE OF COURT HOUSE.  5 INCHES ABOVE GROUND.
 LJ0299
 LJ0299                          STATION RECOVERY (1998)
 LJ0299
 LJ0299'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (MSA)
 LJ0299'STATION IS LOCATED AT THE CHASE COUNTY COURTHOUSE IN IMPERIAL, IN THE
 LJ0299'NORTHEAST PART OF THE COURTHOUSE GROUNDS, 1.0 FOOT (0.3 M) EAST OF THE
 LJ0299'EAST EDGE OF A PARKING LOT, 22.5 FEET (6.9 M) SOUTH OF THE SOUTH EDGE
 LJ0299'OF A SIDEWALK, 36 FEET (11.0 M) SOUTH OF A CURB, 101 FEET (30.8 M)
 LJ0299'NORTH OF THE NORTH FACE OF THE COURTHOUSE BUILDING, 10 FEET (3.0 M)
 LJ0299'EAST OF THE EAST FACE OF THE COURTHOUSE BUILDING.  STATION IS FLUSH
 LJ0299'WITH THE GRASS AND IS A LIMESTONE 6 INCHES SQUARE WITH A DRILL HOLE IN
 LJ0299'THE CENTER SURROUNDED BY THE LETTERS USCGS 1902.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0466 ***********************************************************************
 MM0466  DESIGNATION -  MAJOR
 MM0466  PID         -  MM0466
 MM0466  STATE/COUNTY-  NE/KEITH
 MM0466  COUNTRY     -  US
 MM0466  USGS QUAD   -  BIG BALD HILL (2017)
 MM0466
 MM0466                         *CURRENT SURVEY CONTROL
 MM0466  ______________________________________________________________________
 MM0466* NAD 83(1995) POSITION- 41 21 15.16223(N) 101 24 00.88002(W)   ADJUSTED
 MM0466* NAVD 88 ORTHO HEIGHT -  1036.    (meters)     3399.    (feet) SCALED
 MM0466  ______________________________________________________________________
 MM0466  GEOID HEIGHT    -        -21.124 (meters)                     GEOID18
 MM0466  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 MM0466  HORZ ORDER      -  FIRST
 MM0466
 MM0466.The horizontal coordinates were established by classical geodetic methods
 MM0466.and adjusted by the National Geodetic Survey in August 1997.
 MM0466
 MM0466.The orthometric height was scaled from a topographic map.
 MM0466
 MM0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0466.GEOID18 height accuracy estimate available here.
 MM0466
 MM0466.Click photographs - Photos may exist for this station.
 MM0466
 MM0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0466
 MM0466. The following values were computed from the NAD 83(1995) position.
 MM0466
 MM0466;                    North         East     Units Scale Factor Converg.
 MM0466;SPC NE       -   169,804.533   382,867.846   MT  0.99966208   -0 55 40.6
 MM0466;SPC NE       -   557,100.37  1,256,125.59   sFT  0.99966208   -0 55 40.6
 MM0466;UTM  14      - 4,580,858.769   299,212.755   MT  1.00009618   -1 35 11.0
 MM0466
 MM0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0466!SPC NE       -   0.99984077  x   0.99966208  =   0.99950290
 MM0466!UTM  14      -   0.99984077  x   1.00009618  =   0.99993693
 MM0466
 MM0466:                Primary Azimuth Mark                     Grid Az
 MM0466:SPC NE       -  MAJOR RM 1 AZIMUTH                       126 22 19.7
 MM0466:UTM  14      -  MAJOR RM 1 AZIMUTH                       127 01 50.1
 MM0466
 MM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9921280858(NAD 83)
 MM0466
 MM0466|---------------------------------------------------------------------|
 MM0466| PID    Reference Object                     Distance      Geod. Az  |
 MM0466|                                                           dddmmss.s |
 MM0466| CP7691 MAJOR RM 1 AZIMUTH                                 1252639.1 |
 MM0466| CP7692 MAJOR RM 2                           17.944 METERS 24821     |
 MM0466| CP7693 MAJOR RM 3                           97.262 METERS 34752     |
 MM0466|---------------------------------------------------------------------|
 MM0466
 MM0466                          SUPERSEDED SURVEY CONTROL
 MM0466
 MM0466  NAD 83(1986)-  41 21 15.16496(N)    101 24 00.88695(W) AD(       ) 1
 MM0466  NAD 27      -  41 21 15.20200(N)    101 23 59.27800(W) AD(       ) 1
 MM0466
 MM0466.Superseded values are not recommended for survey control.
 MM0466
 MM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0466.See file dsdata.pdf to determine how the superseded data were derived.
 MM0466
 MM0466_MARKER: DS = TRIANGULATION STATION DISK
 MM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0466
 MM0466  HISTORY     - Date     Condition        Report By
 MM0466  HISTORY     - 1933     MONUMENTED       CGS
 MM0466  HISTORY     - 1946     GOOD             CGS
 MM0466
 MM0466                          STATION DESCRIPTION
 MM0466
 MM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0466'ABOUT 16 MILES NORTH AND 2 MILES WEST OF PAXTON, IN SOUTHWEST
 MM0466'QUARTER SEC. 13, T. 16 N., R. 36 W., IN PASTURE OWNED BY JOHN
 MM0466'MAJOR AND RENTED BY GEO. TRIDEL, BOTH OF PAXTON.
 MM0466'
 MM0466'REACHED FROM PAXTON BY FOLLOWING MAIN STREET NORTH 4 MILES TO
 MM0466'NORTH PLATTE RIVER BRIDGE.  CONTINUE STRAIGHT NORTH ON WELL-TRAVELED
 MM0466'SANDY ROAD 7.0 MILES, THENCE WEST 1.0 MILE, THENCE NORTH 4.8
 MM0466'MILES TO RANCH ON LEFT SIDE OF ROAD.  TURN WEST ON SAND TRAIL
 MM0466'SOUTH OF HOUSE AND FOLLOW WEST 1.0 MILE TO GATE, CONTINUE WEST
 MM0466'THROUGH GATE 100 YARDS AND TURN NORTH ON TRAIL 0.3 MILE TO GATE
 MM0466'INTO LANE.  TAKE DOWN FENCE EAST OF LANE AND DRIVE NORTHEAST
 MM0466'0.5 MILE TO STATION.  STATION IS ON HIGHEST POINT OF ROUNDED
 MM0466'SAND HILL.  MARK SET 4 INCHES ABOVE GROUND.
 MM0466'
 MM0466'REFERENCE MARK NO. 1 IS SOUTHEAST BY EAST OF STATION.
 MM0466'
 MM0466'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.
 MM0466'
 MM0466'REFERENCE MARK NO. 3 IS WEST-NORTHWEST OF STATION.
 MM0466'
 MM0466'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0466'
 MM0466'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.13 METERS.
 MM0466
 MM0466                          STATION RECOVERY (1946)
 MM0466
 MM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0466'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED ALL MARKS WERE
 MM0466'FOUND TO BE IN GOOD CONDITION.  THE MEASUREMENTS TO R.M. NO.
 MM0466'2 AND 3 WERE FOUND TO BOTH BE 0.1 FOOT SHORTER THAN THAT MEASURED
 MM0466'IN 1933.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MM0466'
 MM0466'LOCATED ABOUT 16 MILES NORTH-NORTHWEST OF PAXTON AND ABOUT 15
 MM0466'MILES, AIRLINE, SOUTH-SOUTHWEST OF FLATS POST OFFICE, ON THE
 MM0466'HIGHEST POINT OF A GRASS-COVERED SAND HILL IN PASTURE LAND OWNED
 MM0466'BY JOHN MAJOR.  IT IS A STANDARD DISK STAMPED
 MM0466'MAJOR 1933 PROJECTING 6 INCHES.
 MM0466'
 MM0466'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE
 MM0466'HILL AND THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 MM0466'MAJOR NO 2 1933 AND PROJECTS 6 INCHES.
 MM0466'
 MM0466'REFERENCE MARK NO. 3 IS ON THE NORTH SLOPE OF THE
 MM0466'HILL.  IT IS STAMPED MAJOR NO 3 1933 AND PROJECTS 4 INCHES.
 MM0466'
 MM0466'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 1.0 MILE
 MM0466'EAST-SOUTHEAST OF THE STATION, 0.15 MILE SOUTHEAST OF A RANCH
 MM0466'HOUSE AND 35 FEET WEST OF THE CENTER LINE OF A SAND ROAD.  IT IS
 MM0466'STAMPED MAJOR NO 1 1933 AND PROJECTS 2 INCHES.
 MM0466'
 MM0466'REACHED FROM FLATS POST OFFICE GO WEST ON SAND ROAD FOR 0.85
 MM0466'MILES TO A CROSSROAD.  TURN SOUTH, LEFT, AND GO 9.8 MILES TO A
 MM0466'SIDE ROAD LEADING WEST.  TURN RIGHT, WEST AND GO 1.05 MILES
 MM0466'TO THE THUNE POST OFFICE AND A SIDE ROAD LEADING SOUTH.  TURN
 MM0466'LEFT, SOUTH, AND GO 6.6 MILES TO THE MAJOR RANCH ON THE RIGHT.
 MM0466'AZIMUTH MARK IS STRAIGHT AHEAD 0.1 MILE.  TURN RIGHT AND FOLLOW
 MM0466'SAND ROAD, WEST, FOR 1.0 MILE TO A CATTLE GUARD, PASS OVER
 MM0466'CATTLE GUARD AND CONTINUE WEST FOR 100 YARDS TO A DIM TRACK
 MM0466'ROAD RIGHT.  TURN RIGHT ON DIM TRACK ROAD AND GO 0.3 MILE TO A
 MM0466'FENCE CORNER AND A WIRE GATE.  PASS THROUGH GATE AND TURN
 MM0466'RIGHT FOR 0.5 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 MM0466'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1298 ***********************************************************************
 LH1298  DESIGNATION -  MAJORS RESET
 LH1298  PID         -  LH1298
 LH1298  STATE/COUNTY-  NE/BUFFALO
 LH1298  COUNTRY     -  US
 LH1298  USGS QUAD   -  PLEASANTON (2017)
 LH1298
 LH1298                         *CURRENT SURVEY CONTROL
 LH1298  ______________________________________________________________________
 LH1298* NAD 83(1995) POSITION- 40 55 53.40627(N) 099 04 36.11324(W)   ADJUSTED
 LH1298* NAVD 88 ORTHO HEIGHT -   676.    (meters)     2218.    (feet) SCALED
 LH1298  ______________________________________________________________________
 LH1298  GEOID HEIGHT    -        -24.065 (meters)                     GEOID18
 LH1298  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH1298  HORZ ORDER      -  THIRD
 LH1298
 LH1298.The horizontal coordinates were established by classical geodetic methods
 LH1298.and adjusted by the National Geodetic Survey in August 1997.
 LH1298
 LH1298.The orthometric height was scaled from a topographic map.
 LH1298
 LH1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1298.GEOID18 height accuracy estimate available here.
 LH1298
 LH1298.Click photographs - Photos may exist for this station.
 LH1298
 LH1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1298
 LH1298. The following values were computed from the NAD 83(1995) position.
 LH1298
 LH1298;                    North         East     Units Scale Factor Converg.
 LH1298;SPC NE       -   122,341.316   577,738.395   MT  0.99970849   +0 36 42.7
 LH1298;SPC NE       -   401,381.47  1,895,463.38   sFT  0.99970849   +0 36 42.7
 LH1298;UTM  14      - 4,531,155.982   493,542.897   MT  0.99960051   -0 03 00.9
 LH1298
 LH1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1298!SPC NE       -   0.99989771  x   0.99970849  =   0.99960623
 LH1298!UTM  14      -   0.99989771  x   0.99960051  =   0.99949826
 LH1298
 LH1298:                Primary Azimuth Mark                     Grid Az
 LH1298:SPC NE       -  MAJORS AZ MK                             296 19 37.1
 LH1298:UTM  14      -  MAJORS AZ MK                             296 59 20.7
 LH1298
 LH1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9354231155(NAD 83)
 LH1298
 LH1298|---------------------------------------------------------------------|
 LH1298| PID    Reference Object                     Distance      Geod. Az  |
 LH1298|                                                           dddmmss.s |
 LH1298| CN9934 MAJORS RM 3                          14.822 METERS 08945     |
 LH1298| CN9932 MAJORS RM 1                          18.660 METERS 17733     |
 LH1298| CN9933 MAJORS RM 2                           9.748 METERS 26739     |
 LH1298| CN9935 MAJORS RM 4                          11.695 METERS 27114     |
 LH1298| AI1418 MAJORS AZ MK                                       2965619.8 |
 LH1298| LH1297 PLEASANTON MUNICIPAL STANDPIPE      APPROX. 4.6 KM 3450136.0 |
 LH1298|---------------------------------------------------------------------|
 LH1298
 LH1298                          SUPERSEDED SURVEY CONTROL
 LH1298
 LH1298  NAD 83(1986)-  40 55 53.41407(N)    099 04 36.11585(W) AD(       ) 3
 LH1298  NAD 27      -  40 55 53.37700(N)    099 04 34.80100(W) AD(       ) 3
 LH1298
 LH1298.Superseded values are not recommended for survey control.
 LH1298
 LH1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1298.See file dsdata.pdf to determine how the superseded data were derived.
 LH1298
 LH1298_MARKER: DS = TRIANGULATION STATION DISK
 LH1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1298_STAMPING: MAJORS 1951 1973
 LH1298_MARK LOGO: CGS
 LH1298_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1298+STABILITY: SURFACE MOTION
 LH1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1298+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 LH1298
 LH1298  HISTORY     - Date     Condition        Report By
 LH1298  HISTORY     - 1973     MONUMENTED       NGS
 LH1298  HISTORY     - 1973     GOOD             NGS
 LH1298  HISTORY     - 19970715 GOOD             NGS
 LH1298
 LH1298                          STATION DESCRIPTION
 LH1298
 LH1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RLE)
 LH1298'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF PLEASANTON
 LH1298'AT THE SOUTH EDGE OF A PASTURE.  IT IS 32 FEET NORTH OF
 LH1298'THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 4 FEET WEST
 LH1298'OF A WITNESS POST AND 2 FEET NORTH OF AN EAST-WEST FENCE
 LH1298'LINE.  IT IS STAMPED MAJORS 1951 AND PROJECTS 2 INCHES.
 LH1298'
 LH1298'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTERLINE
 LH1298'OF AN EAST-WEST GRAVELED ROAD, 12 FEET NORTH-NORTHEAST OF A POWER
 LH1298'LINE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LH1298'IT IS STAMPED MAJORS NO 1 1951 AND PROJECTS 2 INCHES.
 LH1298'
 LH1298'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A TELEPHONE LINE,
 LH1298'32 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED
 LH1298'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1298'STAMPED MAJORS NO 2 1951 AND PROJECTS 4 INCHES.
 LH1298'
 LH1298'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.15 FT.
 LH1298'
 LH1298'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTERLINE OF STATE
 LH1298'HIGHWAY 10, 5 FEET NORTH OF A RIGHT-OF-WAY MARKER, 3.5 FEET
 LH1298'SOUTH OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A WITNESS
 LH1298'POST AND 6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LH1298'IS STAMPED MAJORS 1951 AND PROJECTS 2 INCHES.
 LH1298'
 LH1298'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEASANTON,
 LH1298'GO SOUTH ON STATE HIGHWAY 10 FOR 2.5 MILES TO THE AZIMUTH
 LH1298'MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.2 MILE TO A T ROAD
 LH1298'LEFT.  TURN LEFT AND GO 0.4 MILE TO THE SUMMIT OF THE HILL
 LH1298'AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1298'
 LH1298'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1298
 LH1298                          STATION RECOVERY (1973)
 LH1298
 LH1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1298'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LH1298'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 LH1298'CONSTRUCTION THE REFERENCE MARKS HAD TO BE MOVED AND
 LH1298'THE STATION MARKS LOWERED.  ONE POSITION CHECK OF THE ANGLE
 LH1298'BETWEEN THE AZIMUTH MARK AND THE PLEASANTON MUNICIPAL STANDPIPE
 LH1298'AND THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 LH1298'BEFORE THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE
 LH1298'REMOVED.  ABOUT 2 FEET OF DIRT WAS REMOVED FROM THE STATION
 LH1298'SITE LEAVING THE UNDERGROUND STATION MARK IN ITS ORIGINAL
 LH1298'POSITON ABOUT 6 INCHES BELOW THE GROUND SURFACE.  AFTER
 LH1298'THE BLADING WAS COMPLETED THE STATION MARKS WERE LOWERED
 LH1298'DIRECTLY BELOW THE UNDERGROUND STATION MARK POINT AND
 LH1298'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  FOLLOWING IS A NEW
 LH1298'COMPLETE DESCRIPTION-
 LH1298'
 LH1298'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF PLEASANTON,
 LH1298'AT THE SOUTH EDGE OF A PASTURE AND ON THE NORTH RIGHT-OF-WAY OF A
 LH1298'COUNTY ROAD.
 LH1298'
 LH1298'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEASANTON, GO
 LH1298'SOUTH ON STATE HIGHWAY 10 FOR 2.5 MILE TO THE AZIMUTH
 LH1298'MARK ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 10 FOR 0.2
 LH1298'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 LH1298'ON A COUNTY ROAD FOR 0.4 MILE TO THE SUMMIT OF THE HILL AND
 LH1298'THE STATION ON THE LEFT AS DESCRIBED.
 LH1298'
 LH1298'THE STATION MARKS ARE STANDARD DISKS STAMPED MAJORS 1951
 LH1298'1973, THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 LH1298'MONUMENT 12 INCHES BY 12 INCHES AND IS FLUSH WITH THE
 LH1298'GROUND SURFACE.  IT IS ABOUT 40 FEET NORTH OF THE EAST-WEST
 LH1298'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 LH1298'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LH1298'32 INCHES BELOW THE GROUND SURFACE.
 LH1298'
 LH1298'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAJORS 1951
 LH1298'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 LH1298'ROD WITH AN 8 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 LH1298'ENCASED IN A PLASTIC PIPE AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LH1298'IT IS ABOUT 40 FEET NORTH OF THE ROAD AND 1 FOOT SOUTH OF A METAL
 LH1298'WITNESS POST.
 LH1298'
 LH1298'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MAJORS 1951
 LH1298'NO 4 1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LH1298'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LH1298'IS ABOUT 40 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH
 LH1298'OF A METAL WITNESS POST.
 LH1298'
 LH1298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAJORS 1951,
 LH1298'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH
 LH1298'WITH THE GROUND.  IT IS 40 FEET EAST OF CENTER OF HIGHWAY
 LH1298'10, 1 FOOT NORTH OF METAL WITNESS POST IN NORTH-SOUTH FENCE
 LH1298'LINE AND 5 FEET NORTH OF HWY RIGHT-OF-WAY MARKER.
 LH1298'
 LH1298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1298'SOUTH OF PLEASANTON.
 LH1298
 LH1298                          STATION RECOVERY (1997)
 LH1298
 LH1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1298'RECOVERED IN GOOD CONDITION ABOUT 2.75 MI (4.43 KM) SOUTH-SOUTHEAST OF
 LH1298'PLEASANTON, 0.4 MI (0.6 KM) EAST OF STATE HIGHWAY 10 AND IN THE SW1/4,
 LH1298'SEC12, T11N, R16W.  TO REACH THE MARK FROM THE MAIN INTERSECTION IN
 LH1298'PLEASANTON, GO SOUTH ON STATE HIGHWAY 10 FOR 2.5 MI (4.0 KM) TO THE
 LH1298'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MI
 LH1298'(0.3 KM) TO A CROSSROAD, 265TH ROAD.  TURN LEFT AND GO EAST ON 265TH
 LH1298'ROAD FOR 0.4 MI (0.6 KM) TO THE STATION AND THE REFERENCE MARKS ON THE
 LH1298'LEFT.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LH1298'FLUSH WITH THE GROUND SURFACE.  IT IS 57.30 M (187.99 FT) EAST FROM A
 LH1298'NORTH-SOUTH FENCE, 25.80 M (84.65 FT) NORTH FROM A UTILITY POLE,
 LH1298'14.822 M (48.629 FT) WEST FROM REFERENCE MARK 3, 11.695 M (38.369 FT)
 LH1298'EAST FROM REFERENCE MARK 4, 7.0 M (23.0 FT) WEST FROM THE EXTENDED
 LH1298'CENTERLINE OF A FIELD ROAD ON THE SOUTH SIDE OF 265TH ROAD AND 5.37 M
 LH1298'(17.62 FT) NORTH FROM AN EAST-WEST FENCE AND A WITNESS POST.  MAGNETIC
 LH1298'MATERIAL WAS PLACED ALONG THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1420 ***********************************************************************
 LG1420  DESIGNATION -  MALCOLM MUNICIPAL TANK
 LG1420  PID         -  LG1420
 LG1420  STATE/COUNTY-  NE/LANCASTER
 LG1420  COUNTRY     -  US
 LG1420  USGS QUAD   -  RAYMOND (2017)
 LG1420
 LG1420                         *CURRENT SURVEY CONTROL
 LG1420  ______________________________________________________________________
 LG1420* NAD 83(1995) POSITION- 40 54 29.39573(N) 096 51 41.09820(W)   ADJUSTED
 LG1420  ______________________________________________________________________
 LG1420  GEOID HEIGHT    -        -26.684 (meters)                     GEOID18
 LG1420  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC18
 LG1420  HORZ ORDER      -  THIRD
 LG1420
 LG1420.The horizontal coordinates were established by classical geodetic methods
 LG1420.and adjusted by the National Geodetic Survey in August 1997.
 LG1420
 LG1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1420.GEOID18 height accuracy estimate available here.
 LG1420
 LG1420.Click photographs - Photos may exist for this station.
 LG1420
 LG1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1420
 LG1420. The following values were computed from the NAD 83(1995) position.
 LG1420
 LG1420;                    North         East     Units Scale Factor Converg.
 LG1420;SPC NE       -   124,133.166   764,297.458   MT  0.99971262   +2 04 47.7
 LG1420;SPC NE       -   407,260.23  2,507,532.58   sFT  0.99971262   +2 04 47.7
 LG1420;UTM  14      - 4,530,764.400   680,113.619   MT  0.99999930   +1 24 03.0
 LG1420
 LG1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8011330764(NAD 83)
 LG1420
 LG1420                          SUPERSEDED SURVEY CONTROL
 LG1420
 LG1420  NAD 83(1986)-  40 54 29.40392(N)    096 51 41.09002(W) AD(       ) 3
 LG1420
 LG1420.Superseded values are not recommended for survey control.
 LG1420
 LG1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1420.See file dsdata.pdf to determine how the superseded data were derived.
 LG1420
 LG1420_MARKER: 53 = ELEVATED TANK
 LG1420_MARK LOGO: NGS
 LG1420
 LG1420  HISTORY     - Date     Condition        Report By
 LG1420  HISTORY     - 1985     FIRST OBSERVED   NGS
 LG1420  HISTORY     - 20020815 GOOD             USPSQD
 LG1420  HISTORY     - 20030821 GOOD             USPSQD
 LG1420
 LG1420                          STATION DESCRIPTION
 LG1420
 LG1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LG1420'THE STATION IS THE WATER TANK IN THE TOWN OF MALCOM.  THE CENTER OF
 LG1420'THE TOP OF THE ELEVATED WATER TANK WAS THE POINT OBSERVED UPON.
 LG1420
 LG1420                          STATION RECOVERY (2002)
 LG1420
 LG1420'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1420'STATION FOUND GOOD. MUNICIPAL TANK IS IN THE EAST EDGE OF THE TOWN OF
 LG1420'MALCOLM, ONE BLOCK EAST OF N.W. 105TH ST. AND BETWEEN FIRST AND SECOND
 LG1420'STS. (OF MALCOLM) EXTENDED. A 4-LEGGED WHITE TANK WITH MALCOLM ON THE
 LG1420'SIDE.
 LG1420
 LG1420                          STATION RECOVERY (2003)
 LG1420
 LG1420'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1057 ***********************************************************************
 LG1057  DESIGNATION -  MALICKY
 LG1057  PID         -  LG1057
 LG1057  STATE/COUNTY-  NE/GAGE
 LG1057  COUNTRY     -  US
 LG1057  USGS QUAD   -  BARNESTON (2017)
 LG1057
 LG1057                         *CURRENT SURVEY CONTROL
 LG1057  ______________________________________________________________________
 LG1057* NAD 83(1995) POSITION- 40 01 48.49778(N) 096 31 34.49709(W)   ADJUSTED
 LG1057* NAVD 88 ORTHO HEIGHT -   414.    (meters)     1358.    (feet) SCALED
 LG1057  ______________________________________________________________________
 LG1057  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 LG1057  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LG1057  HORZ ORDER      -  FIRST
 LG1057
 LG1057.The horizontal coordinates were established by classical geodetic methods
 LG1057.and adjusted by the National Geodetic Survey in August 1997.
 LG1057
 LG1057.The orthometric height was scaled from a topographic map.
 LG1057
 LG1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1057.GEOID18 height accuracy estimate available here.
 LG1057
 LG1057.Click photographs - Photos may exist for this station.
 LG1057
 LG1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1057
 LG1057. The following values were computed from the NAD 83(1995) position.
 LG1057
 LG1057;                    North         East     Units Scale Factor Converg.
 LG1057;SPC NE       -    27,808.280   796,422.761   MT  0.99998652   +2 18 07.4
 LG1057;SPC NE       -    91,234.33  2,612,930.34   sFT  0.99998652   +2 18 07.4
 LG1057;UTM  14      - 4,434,034.065   711,077.218   MT  1.00014851   +1 35 30.0
 LG1057
 LG1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1057!SPC NE       -   0.99993938  x   0.99998652  =   0.99992590
 LG1057!UTM  14      -   0.99993938  x   1.00014851  =   1.00008788
 LG1057
 LG1057:                Primary Azimuth Mark                     Grid Az
 LG1057:SPC NE       -  MALICKY AZ MK                            031 12 31.2
 LG1057:UTM  14      -  MALICKY AZ MK                            031 55 08.6
 LG1057
 LG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1107734034(NAD 83)
 LG1057
 LG1057|---------------------------------------------------------------------|
 LG1057| PID    Reference Object                     Distance      Geod. Az  |
 LG1057|                                                           dddmmss.s |
 LG1057| CL7377 MALICKY AZ MK                                      0333038.6 |
 LG1057| CL7378 MALICKY RM 1                         15.195 METERS 08907     |
 LG1057| KF0993 SUMMERFIELD MUNICIPAL TANK          APPROX.15.6 KM 1024923.4 |
 LG1057| KF0992 SUMMERFIELD HOLY FAMILY CH          APPROX.15.7 KM 1043019.1 |
 LG1057| KF1132 OKETO MUNICIPAL TANK                APPROX. 9.5 KM 2180211.4 |
 LG1057| CL7379 MALICKY RM 2                         15.081 METERS 26910     |
 LG1057| LG1069 WYMORE MUNICIPAL TANK               APPROX.16.0 KM 3123036.6 |
 LG1057|---------------------------------------------------------------------|
 LG1057
 LG1057                          SUPERSEDED SURVEY CONTROL
 LG1057
 LG1057  NAD 83(1986)-  40 01 48.50395(N)    096 31 34.49215(W) AD(       ) 1
 LG1057  NAD 27      -  40 01 48.49600(N)    096 31 33.41800(W) AD(       ) 1
 LG1057
 LG1057.Superseded values are not recommended for survey control.
 LG1057
 LG1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1057.See file dsdata.pdf to determine how the superseded data were derived.
 LG1057
 LG1057_MARKER: DS = TRIANGULATION STATION DISK
 LG1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1057_STAMPING: MALICKY 1947
 LG1057_MARK LOGO: CGS
 LG1057_PROJECTION: FLUSH
 LG1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1057+STABILITY: SURFACE MOTION
 LG1057
 LG1057  HISTORY     - Date     Condition        Report By
 LG1057  HISTORY     - 1947     MONUMENTED       CGS
 LG1057  HISTORY     - 1969     GOOD             CGS
 LG1057
 LG1057                          STATION DESCRIPTION
 LG1057
 LG1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1057'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF WYMORE
 LG1057'AND 3 MILES SOUTHEAST OF BARNSTON, ON LAND OWNED BY MILTON MALICKY.
 LG1057'IT IS ON THE HIGHEST POINT OF A HILL ABOUT 0.2 MILES WEST OF THE
 LG1057'FARM HOUSE.  IT IS 63 FEET WEST OF A COTTONWOOD TREE, 6 FEET
 LG1057'NORTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 1 FOOT SOUTH OF
 LG1057'AN EAST-WEST FENCE LINE AND 6 FEET EAST OF A 4-INCH SQUARE
 LG1057'WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED
 LG1057'MALICKY 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1057'
 LG1057'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE, 7 FEET
 LG1057'NORTH OF THE CENTER OF A TRACK ROAD AND 12 FEET WEST OF A COTTONWOOD
 LG1057'TREE.  IT IS STAMPED MALICKY NO 1 1947 AND PROJECTS 8 INCHES.
 LG1057'
 LG1057'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 LG1057'6 FEET NORTH OF THE CENTER OF A TRACK ROAD AND AT THE NORTH
 LG1057'EDGE OF A CULTIVATED FIELD.  IT IS STAMPED MALICKY NO 2 1947 AND
 LG1057'PROJECTS 4 INCHES.
 LG1057'
 LG1057'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27 FEET EAST OF THE
 LG1057'CENTER OF A NORTH-SOUTH DIRT ROAD, 51 FEET SOUTH OF A T FENCE
 LG1057'CORNER, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 2.5 FEET
 LG1057'SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1057'2.5 FEET.  IT IS STAMPED MALICKY 1947 AND PROJECTS 8 INCHES.
 LG1057'
 LG1057'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY N3S AND
 LG1057'COUNTY HIGHWAY 102 AT THE SOUTH EDGE OF BARNSTON, GO EAST ON
 LG1057'STATE HIGHWAY N3S FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT,
 LG1057'SOUTH, AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1057'DESCRIBED.  CONTINUE SOUTH ON DIRT ROAD FOR 0.55 MILE TO A BOARD GATE
 LG1057'AND LANE LEADING INTO A FARM HOUSE, TURN RIGHT AND GO 0.2 MILE TO
 LG1057'THE FARM HOUSE ON THE RIGHT.  GO WEST 0.1 MILE TO A GATE,
 LG1057'GO THROUGH GATE AND GO ALONG THE NORTH SIDE OF THE FENCE FOR
 LG1057'100 YARDS TO THE STATION IN THE FENCE LINE AS DESCRIBED.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 4 FOOT SIGNAL AT GUITTARD IS VISIBLE AT 50 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT HOME IS VISIBLE AT 50 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT OKETO IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 4 FOOT SIGNAL AT ELK IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT LINE IS V.G.
 LG1057'
 LG1057'AN 87 FOOT SIGNAL AT ODELL IS V.G.
 LG1057'
 LG1057'A 4 FOOT SIGNAL AT SCHOOL IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT SICILY IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT BLOODY IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT LIPPS IS VISIBLE AT 50 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT ARKEKETA IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT BURCHARD IS V.G.
 LG1057'
 LG1057'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1057
 LG1057                          STATION RECOVERY (1969)
 LG1057
 LG1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1057'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1057'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG1057'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION AND TO REACH
 LG1057'ARE ADEQUATE EXCEPT STATE HIGHWAY N3S IS NOW STATE HIGHWAY 8.
 LG1057'
 LG1057'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LG1057'
 LG1057'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG1057'
 LG1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LG1057'SOUTHEAST OF BARNSTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0620 ***********************************************************************
 MN0620  DESIGNATION -  MALM
 MN0620  PID         -  MN0620
 MN0620  STATE/COUNTY-  NE/KIMBALL
 MN0620  COUNTRY     -  US
 MN0620  USGS QUAD   -  BUSHNELL (2017)
 MN0620
 MN0620                         *CURRENT SURVEY CONTROL
 MN0620  ______________________________________________________________________
 MN0620* NAD 83(1995) POSITION- 41 08 30.85459(N) 103 59 46.87405(W)   ADJUSTED
 MN0620* NAVD 88 ORTHO HEIGHT -  1609.    (meters)     5279.    (feet) SCALED
 MN0620  ______________________________________________________________________
 MN0620  GEOID HEIGHT    -        -18.391 (meters)                     GEOID18
 MN0620  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 MN0620  HORZ ORDER      -  SECOND
 MN0620
 MN0620.The horizontal coordinates were established by classical geodetic methods
 MN0620.and adjusted by the National Geodetic Survey in August 1997.
 MN0620
 MN0620.The orthometric height was scaled from a topographic map.
 MN0620
 MN0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0620.GEOID18 height accuracy estimate available here.
 MN0620
 MN0620.Click photographs - Photos may exist for this station.
 MN0620
 MN0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0620
 MN0620. The following values were computed from the NAD 83(1995) position.
 MN0620
 MN0620;                    North         East     Units Scale Factor Converg.
 MN0620;SPC NE       -   153,035.461   164,715.427   MT  0.99967865   -2 38 54.1
 MN0620;SPC NE       -   502,083.84    540,403.86   sFT  0.99967865   -2 38 54.1
 MN0620;SPC WY E     -    71,939.488   298,247.790   MT  1.00005626   +0 46 12.1
 MN0620;SPC WY E     -   236,021.47    978,501.29   sFT  1.00005626   +0 46 12.1
 MN0620;UTM  13      - 4,554,995.333   584,227.469   MT  0.99968731   +0 39 37.3
 MN0620
 MN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0620!SPC NE       -   0.99975059  x   0.99967865  =   0.99942932
 MN0620!SPC WY E     -   0.99975059  x   1.00005626  =   0.99980684
 MN0620!UTM  13      -   0.99975059  x   0.99968731  =   0.99943798
 MN0620
 MN0620:                Primary Azimuth Mark                     Grid Az
 MN0620:SPC NE       -  MALM AZ MK                               168 52 06.4
 MN0620:SPC WY E     -  MALM AZ MK                               165 27 00.2
 MN0620:UTM  13      -  MALM AZ MK                               165 33 35.0
 MN0620
 MN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8422754995(NAD 83)
 MN0620
 MN0620|---------------------------------------------------------------------|
 MN0620| PID    Reference Object                     Distance      Geod. Az  |
 MN0620|                                                           dddmmss.s |
 MN0620| CP7695 MALM RM 1                            19.857 METERS 06013     |
 MN0620| CP7694 MALM AZ MK                                         1661312.3 |
 MN0620| CP7696 MALM RM 2                            16.030 METERS 19622     |
 MN0620| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX. 7.0 KM 2833916.0 |
 MN0620|---------------------------------------------------------------------|
 MN0620
 MN0620                          SUPERSEDED SURVEY CONTROL
 MN0620
 MN0620  NAD 83(1993)-  41 08 30.85445(N)    103 59 46.87397(W) AD(       ) 2
 MN0620  NAD 83(1986)-  41 08 30.84636(N)    103 59 46.87299(W) AD(       ) 2
 MN0620  NAD 27      -  41 08 30.91170(N)    103 59 45.05480(W) AD(       ) 2
 MN0620
 MN0620.Superseded values are not recommended for survey control.
 MN0620
 MN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0620.See file dsdata.pdf to determine how the superseded data were derived.
 MN0620
 MN0620_MARKER: DS = TRIANGULATION STATION DISK
 MN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0620_STAMPING: MALM 1963
 MN0620_MARK LOGO: CGS
 MN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0620+STABILITY: SURFACE MOTION
 MN0620
 MN0620  HISTORY     - Date     Condition        Report By
 MN0620  HISTORY     - 1963     MONUMENTED       CGS
 MN0620
 MN0620                          STATION DESCRIPTION
 MN0620
 MN0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0620'THE STATION IS IN PASTURE LAND, 6-1/4 MILES SOUTH AND 5-1/2
 MN0620'MILES WEST OF BUSHNELL, NEAR THE CENTER OF SECTION 32, T 14 N,
 MN0620'R 58 W, APPROXIMATELY 100 FEET SOUTH OF A POWER TRANSMISSION
 MN0620'LINE AND ON PROPERTY OWNED BY MR. RUDSEN MALM.
 MN0620'
 MN0620'TO REACH THE STATION FROM THE CROSSROAD WHICH IS APPROXIMATELY
 MN0620'ONE BLOCK SOUTHWEST OF THE RAILROAD DEPOT IN BUSHNELL, GO
 MN0620'SOUTHWEST ON U.S. HIGHWAY 30 FOR 2.4 MILES TO A SIDE ROAD ON
 MN0620'THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 5.35
 MN0620'MILES TO A SIDE ROAD ON THE RIGHT AND A FIELD ROAD ON THE LEFT.
 MN0620'TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 3.0 MILES TO A
 MN0620'FORK.  BEAR RIGHT AND CONTINUE WESTERLY ON THE GRAVEL ROAD FOR
 MN0620'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 MN0620'THE GRAVEL ROAD FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.
 MN0620'TURN RIGHT, PASS THROUGH THE GATE, AND GO NORTH ACROSS A
 MN0620'PASTURE ON A TRACK ROAD FOR 0.45 MILE TO A WIRE GATE.  PASS
 MN0620'THROUGH THE GATE AND GO NORTHWESTERLY ACROSS THE PASTURE
 MN0620'FOR 0.1 MILE TO THE STATION.
 MN0620'
 MN0620'STATION MARKS ARE STANDARD DISKS STAMPED MALM 1963.  THE
 MN0620'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0620'1 INCH.  IT IS 116.5 FEET SOUTHWEST OF THE SOUTH ONE OF TWO
 MN0620'POWER POLES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0620'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0620'
 MN0620'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MALM NO 1 1963,
 MN0620'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0620'THE GROUND.  IT IS 75.5 FEET SOUTH OF THE SOUTH ONE OF THE
 MN0620'TWO POWER POLES.
 MN0620'
 MN0620'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MALM NO 2 1963,
 MN0620'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MN0620'IT IS 170 FEET SOUTHWEST OF THE SOUTH ONE OF THE TWO POWER
 MN0620'POLES.
 MN0620'
 MN0620'AZIMUTH MARK, A STANDARD DISK STAMPED MALM 1963, IS SET IN A
 MN0620'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 39 FEET
 MN0620'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET NORTHEAST OF
 MN0620'A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 MN0620'
 MN0620'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1009 ***********************************************************************
 LG1009  DESIGNATION -  MANS
 LG1009  PID         -  LG1009
 LG1009  STATE/COUNTY-  NE/JOHNSON
 LG1009  COUNTRY     -  US
 LG1009  USGS QUAD   -  TECUMSEH NW (2017)
 LG1009
 LG1009                         *CURRENT SURVEY CONTROL
 LG1009  ______________________________________________________________________
 LG1009* NAD 83(1995) POSITION- 40 24 24.73317(N) 096 10 17.32205(W)   ADJUSTED
 LG1009* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 LG1009  ______________________________________________________________________
 LG1009  GEOID HEIGHT    -        -28.420 (meters)                     GEOID18
 LG1009  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 LG1009  HORZ ORDER      -  FIRST
 LG1009
 LG1009.The horizontal coordinates were established by classical geodetic methods
 LG1009.and adjusted by the National Geodetic Survey in August 1997.
 LG1009
 LG1009.The orthometric height was scaled from a topographic map.
 LG1009
 LG1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1009.GEOID18 height accuracy estimate available here.
 LG1009
 LG1009.Click photographs - Photos may exist for this station.
 LG1009
 LG1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1009
 LG1009. The following values were computed from the NAD 83(1995) position.
 LG1009
 LG1009;                    North         East     Units Scale Factor Converg.
 LG1009;SPC NE       -    70,873.812   824,825.650   MT  0.99984079   +2 32 13.7
 LG1009;SPC NE       -   232,525.16  2,706,115.49   sFT  0.99984079   +2 32 13.7
 LG1009;UTM  14      - 4,476,759.459   740,018.413   MT  1.00030919   +1 50 03.7
 LG1009
 LG1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1009!SPC NE       -   0.99994217  x   0.99984079  =   0.99978297
 LG1009!UTM  14      -   0.99994217  x   1.00030919  =   1.00025134
 LG1009
 LG1009:                Primary Azimuth Mark                     Grid Az
 LG1009:SPC NE       -  MANS AZ MK RESET                         261 02 57.2
 LG1009:UTM  14      -  MANS AZ MK RESET                         261 45 07.2
 LG1009
 LG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4001876759(NAD 83)
 LG1009
 LG1009|---------------------------------------------------------------------|
 LG1009| PID    Reference Object                     Distance      Geod. Az  |
 LG1009|                                                           dddmmss.s |
 LG1009| LG0969 COOK MUNICIPAL TANK                 APPROX.11.7 KM 0051002.4 |
 LG1009| CL7406 MANS RM 1                            24.321 METERS 08729     |
 LG1009| CL7404 MANS AZ MK                                         0895532.1 |
 LG1009| LG1007 TECUMSEH JOHNSON CO CTHSE DOME      APPROX. 4.8 KM 2043053.2 |
 LG1009| LG1008 TECUMSEH MUNICIPAL TANK             APPROX. 3.5 KM 2124104.5 |
 LG1009| LG0188 MANS AZ MK RESET                                   2633510.9 |
 LG1009| CL7407 MANS RM 2                            19.269 METERS 35204     |
 LG1009|---------------------------------------------------------------------|
 LG1009
 LG1009                          SUPERSEDED SURVEY CONTROL
 LG1009
 LG1009  NAD 83(1986)-  40 24 24.74073(N)    096 10 17.31806(W) AD(       ) 1
 LG1009  NAD 27      -  40 24 24.74300(N)    096 10 16.28600(W) AD(       ) 1
 LG1009
 LG1009.Superseded values are not recommended for survey control.
 LG1009
 LG1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1009.See file dsdata.pdf to determine how the superseded data were derived.
 LG1009
 LG1009_MARKER: DS = TRIANGULATION STATION DISK
 LG1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1009_STAMPING: MANS 1947
 LG1009_MARK LOGO: CGS
 LG1009_PROJECTION: FLUSH
 LG1009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1009+STABILITY: SURFACE MOTION
 LG1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1009+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 LG1009
 LG1009  HISTORY     - Date     Condition        Report By
 LG1009  HISTORY     - 1947     MONUMENTED       CGS
 LG1009  HISTORY     - 1961     GOOD             CGS
 LG1009  HISTORY     - 19980202 GOOD             NEDR
 LG1009
 LG1009                          STATION DESCRIPTION
 LG1009
 LG1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1009'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHEAST OF TECUMSEH
 LG1009'ALONG STATE ROUTE NO 50 IN THE NORTH EDGE OF A CULTIVATED FIELD.
 LG1009'IT IS 38 FEET SOUTH OF THE CENTER OF EAST-WEST STATE ROUTE NO 50.
 LG1009'IT IS STAMPED MANS 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1009'
 LG1009'REFERENCE MARK NO 1 IS EAST OF THE STATION, 35 FEET SOUTH OF THE
 LG1009'CENTER OF STATE ROUTE NO 50 AND 2 FEET WEST OF TELEPHONE POLE.
 LG1009'IT IS STAMPED MANS NO 1 1947 AND PROJECTS 3 INCHES.
 LG1009'
 LG1009'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 25 FEET NORTH OF THE
 LG1009'CENTER OF STATE ROUTE NO 50 IN FENCE LINE, 1.5 FEET EAST OF
 LG1009'WHITE WITNESS POST.  IT IS STAMPED MANS NO 2 1947 AND PROJECTS 3
 LG1009'INCHES.
 LG1009'
 LG1009'THE AZIMUTH MARK IS ABOUT 0.8 MILE EAST OF THE STATION, 35 FEET
 LG1009'SOUTH OF THE CENTER OF EAST-WEST DIRT ROAD, 3 FEET WEST OF WITNESS
 LG1009'POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 LG1009'MANS 1947 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO
 LG1009'EAST ON STATE ROUTE NO 50 FOR ABOUT 0.3 MILE TO WHERE NO 50 MAKES
 LG1009'A LEFT TURN NORTH, CONTINUE EAST ON DIRT ROAD FOR 0.5 MILE TO
 LG1009'THE MARK ON THE RIGHT AS DESCRIBED.
 LG1009'
 LG1009'TO REACH THE STATION FROM THE LARGE SIGN TECUMSEH OVER STATE
 LG1009'ROUTE NO 50 IN THE WEST EDGE OF TECUMSEH, GO NORTH ON STATE ROUTE
 LG1009'NO 50 FOR 2.75 MILES TO THE JUNCTION WITH STATE ROUTE NO 41, TURN
 LG1009'RIGHT AND GO EAST ON NO 50 FOR 1.45 MILES TO THE STATION ON THE
 LG1009'RIGHT AS DESCRIBED.
 LG1009'
 LG1009'AN 87 FOOT SIGNAL AT STATION WOERLEN IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'AN 87 FOOT SIGNAL AT STATION STUTHEIT IS VISIBLE AT 10 FEET
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION STEINAUER IS VISIBLE AT 20 FEET
 LG1009'
 LG1009'A 100 FOOT SIGNAL AT STATION TECUMSEH IS VISIBLE AT 64 FEET
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION VESTA IS VISIBLE AT 20 FEET
 LG1009'
 LG1009'A 4 FOOT SIGNAL AT STATION CENTER IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION WOLKEN IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION STERLING IS VISIBLE AT 37 FEET
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION MUDDY IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 LG1009
 LG1009                          STATION RECOVERY (1961)
 LG1009
 LG1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1009'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 LG1009'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 LG1009'DESTROYED, A NEW ONE WAS SET AT THIS TIME.
 LG1009'
 LG1009'LOCATED ABOUT 2 MILES NORTHEAST OF TECUMSEH, 0.5 MILE EAST OF
 LG1009'STATE HIGHWAY 50 AND IN THE NORTH EDGE OF A CULTIVATED FIELD.
 LG1009'
 LG1009'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 136 AND
 LG1009'50 WHICH IS 1/2 MILE NORTHEAST OF TECUMSEH, GO NORTH ON STATE
 LG1009'HIGHWAY 50 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 LG1009'CONTINUE NORTH FOR .05 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST
 LG1009'FOR 0.4 MILE TO THE STATION MARK ON THE RIGHT.
 LG1009'
 LG1009'STATION MARKS ARE STANDARD DISK STAMPED MANS 1947, SET IN THE
 LG1009'TOP OF A 8 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LG1009'SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG1009'SECTION LINE ROAD AND 4-1/2 FEET SOUTH OF A METAL WITNESS POST
 LG1009'WITH SIGN.
 LG1009'
 LG1009'REFERENCE MARK 1, A STANDARD DISK STAMPED MANS NO 1 1947, SET IN
 LG1009'THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 LG1009'INCH.  IT IS 31 FEET SOUTH OF THE CENTER OF THE EAST-WEST SECTION
 LG1009'LINE ROAD.
 LG1009'
 LG1009'REFERENCE MARK 2, A STANDARD DISK STAMPED MANS NO 2 1947, SET IN
 LG1009'THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 LG1009'INCHES.  IT IS 28 FEET NORTH OF THE EAST-WEST SECTION LINE ROAD
 LG1009'AND 1/2 FOOT SOUTH OF THE EAST-WEST RIGHT-OF-WAY FENCE.  A SLIGHT
 LG1009'DIFFERENCE WAS FOUND IN THE MEASUREMENT TO THE MARK.
 LG1009'
 LG1009'AZIMUTH MARK, A STANDARD DISK STAMPED MANS 1947 RESET 1961, SET
 LG1009'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG1009'6 INCHES.  IT IS 48 FEET EAST OF THE CENTER OF STATE HIGHWAY 50,
 LG1009'2.2 FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET NORTHEAST OF A
 LG1009'METAL WITNESS POST WITH SIGN.
 LG1009'
 LG1009'PICTURE POINT, OBJECT OBSERVED ON WAS THE INTERSECTION OF THE
 LG1009'CENTER LINE OF THE EAST-WEST GRAVEL ROAD AND A TRACK ROAD LEADING
 LG1009'NORTH.
 LG1009
 LG1009                          STATION RECOVERY (1998)
 LG1009
 LG1009'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1009'THE MARK WAS RECOVERED IN GOOD CONDITION, AS WAS REFERENCE MARK 1 AND
 LG1009'THE RESET AZIMUTH MARK.  REFERENCE MARK 2 WAS NOT FOUND.  TO REACH THE
 LG1009'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 136 WITH STATE HIGHWAY 50,
 LG1009'AT THE NORTH EDGE OF TECUMSEH, GO NORTH ON HIGHWAY 50 FOR 1.95 MI
 LG1009'(3.14 KM) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.05
 LG1009'MI (0.08 KM) TO A COUNTY ROAD INTERSECTION.  TURN RIGHT AND GO EAST ON
 LG1009'A GRAVELED ROAD FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT, ON
 LG1009'THE SOUTH RIGHT-OF-WAY OF THE COUNTY ROAD, NEAR THE NORTH 1/4 CORNER,
 LG1009'SEC15, T5N, R11E.  IT IS 24.32 M (79.79 FT) WEST FROM REFERENCE MARK
 LG1009'1, 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.5 M (1.6
 LG1009'FT) NORTH OF A WITNESS POST AND THE SOUTH RIGHT-OF-WAY FENCE AND THE
 LG1009'MARK IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  MAGNETS
 LG1009'WERE PLACED AT THE NORTH SIDE OF THE SURFACE STATION MARK AND
 LG1009'REFERENCE MARK 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0188 ***********************************************************************
 LG0188  DESIGNATION -  MANS AZ MK RESET
 LG0188  PID         -  LG0188
 LG0188  STATE/COUNTY-  NE/JOHNSON
 LG0188  COUNTRY     -  US
 LG0188  USGS QUAD   -  TECUMSEH NW (2017)
 LG0188
 LG0188                         *CURRENT SURVEY CONTROL
 LG0188  ______________________________________________________________________
 LG0188* NAD 83(1986) POSITION- 40 24 22.20   (N) 096 10 46.74   (W)   HD_HELD1
 LG0188* NAVD 88 ORTHO HEIGHT -   391.456 (meters)     1284.30  (feet) ADJUSTED
 LG0188  ______________________________________________________________________
 LG0188  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 LG0188  DYNAMIC HEIGHT  -        391.245 (meters)     1283.61  (feet) COMP
 LG0188  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 LG0188
 LG0188  VERT ORDER      -  SECOND    CLASS 0
 LG0188
 LG0188.The horizontal coordinates were determined by differentially corrected
 LG0188.hand held GPS observations or other comparable positioning techniques
 LG0188.and have an estimated accuracy of +/- 3 meters.
 LG0188
 LG0188.The orthometric height was determined by differential leveling and
 LG0188.adjusted by the NATIONAL GEODETIC SURVEY
 LG0188.in June 1991.
 LG0188
 LG0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0188.GEOID18 height accuracy estimate available here.
 LG0188
 LG0188.Click photographs - Photos may exist for this station.
 LG0188
 LG0188.The dynamic height is computed by dividing the NAVD 88
 LG0188.geopotential number by the normal gravity value computed on the
 LG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0188.degrees latitude (g = 980.6199 gals.).
 LG0188
 LG0188.The modeled gravity was interpolated from observed gravity values.
 LG0188
 LG0188;                    North         East    Units  Estimated Accuracy
 LG0188;SPC NE       -    70,765.1     824,136.2     MT  (+/- 3 meters HH1 GPS) 
 LG0188
 LG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3932776659(NAD 83)
 LG0188
 LG0188                          SUPERSEDED SURVEY CONTROL
 LG0188
 LG0188  NGVD 29 (??/??/92)  391.360  (m)         1283.99   (f) ADJ UNCH    2 0
 LG0188
 LG0188.Superseded values are not recommended for survey control.
 LG0188
 LG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0188.See file dsdata.pdf to determine how the superseded data were derived.
 LG0188
 LG0188_MARKER: DZ = AZIMUTH MARK DISK
 LG0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0188_STAMPING: MANS 1947 RESET 1961
 LG0188_MARK LOGO: CGS
 LG0188_PROJECTION: PROJECTING 6 CENTIMETERS
 LG0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0188+STABILITY: SURFACE MOTION
 LG0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0188+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 LG0188
 LG0188  HISTORY     - Date     Condition        Report By
 LG0188  HISTORY     - 1961     MONUMENTED       CGS
 LG0188  HISTORY     - 19980202 GOOD             NEDR
 LG0188
 LG0188                          STATION DESCRIPTION
 LG0188
 LG0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0188'3.4 MI E FROM TECUMSEH.
 LG0188'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0188'2.7 MILES NORTH ALONG STATE HIGHWAY 50, 0.05 MILE SOUTH OF A
 LG0188'CROSSING, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LG0188'SOUTH OF A TELEPHONE POLE, 1.9 FEET EAST OF A METAL WITNESS
 LG0188'POST WITH SIGN, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, SET IN
 LG0188'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0188
 LG0188                          STATION RECOVERY (1998)
 LG0188
 LG0188'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0188'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 2 MI (3.2 KM) NORTH OF
 LG0188'TECUMSEH, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 50 AND IN THE
 LG0188'NW1/4, SEC15, T5N, R11E.  TO REACH THE MARK FROM THE JUNCTION OF U.S.
 LG0188'HIGHWAY 136 WITH STATE HIGHWAY 50, AT THE NORTH EDGE OF TECUMSEH, GO
 LG0188'NORTH ON HIGHWAY 50 FOR 1.95 MI (3.14 KM) TO THE MARK ON THE RIGHT,
 LG0188'0.05 MI (0.08 KM) SOUTH FROM A COUNTY ROAD INTERSECTION. IT IS 61 FT
 LG0188'(18.6 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.7 FT (0.5 M) EAST OF
 LG0188'A WITNESS POST AND PROJECTS 0.5 FT (15.2 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1023 ***********************************************************************
 LH1023  DESIGNATION -  MAPLE
 LH1023  PID         -  LH1023
 LH1023  STATE/COUNTY-  NE/FURNAS
 LH1023  COUNTRY     -  US
 LH1023  USGS QUAD   -  PRECEPT (2017)
 LH1023
 LH1023                         *CURRENT SURVEY CONTROL
 LH1023  ______________________________________________________________________
 LH1023* NAD 83(1995) POSITION- 40 00 59.42675(N) 099 42 41.10373(W)   ADJUSTED
 LH1023* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 LH1023  ______________________________________________________________________
 LH1023  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 LH1023  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 LH1023  HORZ ORDER      -  THIRD
 LH1023
 LH1023.The horizontal coordinates were established by classical geodetic methods
 LH1023.and adjusted by the National Geodetic Survey in August 1997.
 LH1023
 LH1023.The orthometric height was scaled from a topographic map.
 LH1023
 LH1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1023.GEOID18 height accuracy estimate available here.
 LH1023
 LH1023.Click photographs - Photos may exist for this station.
 LH1023
 LH1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1023
 LH1023. The following values were computed from the NAD 83(1995) position.
 LH1023
 LH1023;                    North         East     Units Scale Factor Converg.
 LH1023;SPC NE       -    20,380.237   524,636.992   MT  0.99999258   +0 11 28.5
 LH1023;SPC NE       -    66,864.16  1,721,246.53   sFT  0.99999258   +0 11 28.5
 LH1023;UTM  14      - 4,429,831.753   439,287.951   MT  0.99964538   -0 27 26.9
 LH1023
 LH1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1023!SPC NE       -   0.99989310  x   0.99999258  =   0.99988568
 LH1023!UTM  14      -   0.99989310  x   0.99964538  =   0.99953851
 LH1023
 LH1023:                Primary Azimuth Mark                     Grid Az
 LH1023:SPC NE       -  MAPLE AZ MK                              270 22 38.6
 LH1023:UTM  14      -  MAPLE AZ MK                              271 01 34.0
 LH1023
 LH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3928729831(NAD 83)
 LH1023
 LH1023|---------------------------------------------------------------------|
 LH1023| PID    Reference Object                     Distance      Geod. Az  |
 LH1023|                                                           dddmmss.s |
 LH1023| CN9943 MAPLE RM 1                            9.659 METERS 08627     |
 LH1023| CN9944 MAPLE RM 2                           11.759 METERS 27031     |
 LH1023| CN9942 MAPLE AZ MK                                        2703407.1 |
 LH1023|---------------------------------------------------------------------|
 LH1023
 LH1023                          SUPERSEDED SURVEY CONTROL
 LH1023
 LH1023  NAD 83(1986)-  40 00 59.43105(N)    099 42 41.10591(W) AD(       ) 3
 LH1023  NAD 27      -  40 00 59.40300(N)    099 42 39.69900(W) AD(       ) 3
 LH1023
 LH1023.Superseded values are not recommended for survey control.
 LH1023
 LH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1023.See file dsdata.pdf to determine how the superseded data were derived.
 LH1023
 LH1023_MARKER: DS = TRIANGULATION STATION DISK
 LH1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1023_STAMPING: MAPLE 1950
 LH1023_MARK LOGO: CGS
 LH1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1023+STABILITY: SURFACE MOTION
 LH1023
 LH1023  HISTORY     - Date     Condition        Report By
 LH1023  HISTORY     - 1950     MONUMENTED       CGS
 LH1023
 LH1023                          STATION DESCRIPTION
 LH1023
 LH1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1023'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF ALMENA, KANSAS AND 1
 LH1023'MILE NORTH OF THE NEBRASKA-KANSAS STATE LINE, ON THE NORTH
 LH1023'RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD.  IT IS 28 FEET
 LH1023'NORTH OF THE CENTER OF THE ROAD, 4.5 FEET EAST-SOUTHEAST OF A
 LH1023'WITNESS POST AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1023'STAMPED MAPLE 1950 AND PROJECTS 4 INCHES.
 LH1023'
 LH1023'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF THE ROAD
 LH1023'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1023'MAPLE NO 1 1950 AND PROJECTS 3 INCHES.
 LH1023'
 LH1023'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE ROAD
 LH1023'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1023'MAPLE NO 2 1950 AND PROJECTS 3 INCHES.
 LH1023'
 LH1023'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 70.2 FEET.
 LH1023'
 LH1023'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1023'ROAD, 1.5 FEET EAST OF A WITNESS POST AND SET IN AN OLD EAST-WEST
 LH1023'FENCE LINE.  IT IS STAMPED MAPLE 1950 AND PROJECTS 1 INCH.  TO
 LH1023'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 1.0 MILE
 LH1023'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1023'
 LH1023'TO REACH THE STATION FROM THE POST OFFICE IN ALMENA, KANSAS, GO
 LH1023'WEST FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 LH1023'7.8 MILES TO A T ROAD AT THE NEBRASKA-KANSAS STATE LINE.  TURN
 LH1023'RIGHT AND GO 0.1 MILE EAST TO A T ROAD NORTH, TURN LEFT AND
 LH1023'GO 1.0 MILE NORTH TO A CROSSROAD, TURN RIGHT AND GO 0.25 MILE
 LH1023'EAST TO THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2116 ***********************************************************************
 MK2116  DESIGNATION -  MAPLE
 MK2116  PID         -  MK2116
 MK2116  STATE/COUNTY-  NE/DODGE
 MK2116  COUNTRY     -  US
 MK2116  USGS QUAD   -  DODGE SW (2017)
 MK2116
 MK2116                         *CURRENT SURVEY CONTROL
 MK2116  ______________________________________________________________________
 MK2116* NAD 83(1995) POSITION- 41 35 24.53334(N) 096 53 42.42701(W)   ADJUSTED
 MK2116* NAVD 88 ORTHO HEIGHT -   477.5   (meters)     1567.    (feet) VERTCON
 MK2116  ______________________________________________________________________
 MK2116  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 MK2116  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 MK2116  HORZ ORDER      -  FIRST
 MK2116
 MK2116.The horizontal coordinates were established by classical geodetic methods
 MK2116.and adjusted by the National Geodetic Survey in August 1997.
 MK2116
 MK2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2116
 MK2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2116.GEOID18 height accuracy estimate available here.
 MK2116
 MK2116.Click photographs - Photos may exist for this station.
 MK2116
 MK2116.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2116
 MK2116. The following values were computed from the NAD 83(1995) position.
 MK2116
 MK2116;                    North         East     Units Scale Factor Converg.
 MK2116;SPC NE       -   199,697.345   758,742.135   MT  0.99965967   +2 03 27.3
 MK2116;SPC NE       -   655,173.71  2,489,306.49   sFT  0.99965967   +2 03 27.3
 MK2116;UTM  14      - 4,606,412.128   675,440.148   MT  0.99997878   +1 23 51.3
 MK2116
 MK2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2116!SPC NE       -   0.99992914  x   0.99965967  =   0.99958884
 MK2116!UTM  14      -   0.99992914  x   0.99997878  =   0.99990792
 MK2116
 MK2116:                Primary Azimuth Mark                     Grid Az
 MK2116:SPC NE       -  MAPLE AZ MK                              016 50 06.2
 MK2116:UTM  14      -  MAPLE AZ MK                              017 29 42.2
 MK2116
 MK2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7544006412(NAD 83)
 MK2116
 MK2116|---------------------------------------------------------------------|
 MK2116| PID    Reference Object                     Distance      Geod. Az  |
 MK2116|                                                           dddmmss.s |
 MK2116| CL7408 MAPLE AZ MK                                        0185333.5 |
 MK2116| CL7409 MAPLE RM 1                          209.700 METERS 09003     |
 MK2116| MK2115 NORTH BEND ATT MW TOWER             APPROX. 8.4 KM 1522920.5 |
 MK2116| CL7411 MAPLE RM 3                           30.099 METERS 27003     |
 MK2116| MK2117 MAPLE RM A                           28.903 METERS 34010     |
 MK2116| CL7410 MAPLE RM 2                                         35809     |
 MK2116|---------------------------------------------------------------------|
 MK2116
 MK2116                          SUPERSEDED SURVEY CONTROL
 MK2116
 MK2116  NAD 83(1986)-  41 35 24.54057(N)    096 53 42.42935(W) AD(       ) 1
 MK2116  NAD 27      -  41 35 24.52900(N)    096 53 41.33400(W) AD(       ) 1
 MK2116  NGVD 29 (07/19/86)  477.3    (m)         1566.     (f) VERT ANG       
 MK2116
 MK2116.Superseded values are not recommended for survey control.
 MK2116
 MK2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2116.See file dsdata.pdf to determine how the superseded data were derived.
 MK2116
 MK2116_MARKER: DS = TRIANGULATION STATION DISK
 MK2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2116_STAMPING: MAPLE 1930
 MK2116_MARK LOGO: CGS
 MK2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2116+STABILITY: SURFACE MOTION
 MK2116
 MK2116  HISTORY     - Date     Condition        Report By
 MK2116  HISTORY     - 1930     MONUMENTED       CGS
 MK2116  HISTORY     - 1935     GOOD             NEGS
 MK2116
 MK2116                          STATION DESCRIPTION
 MK2116
 MK2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2116'STATION IS ABOUT 8-3/4 MILES N AND 1 MILE E OF ROGERS, NEAR
 MK2116'THE CENTER OF SEC. 30, T 19 N, R 5 E, ON LAND OWNED BY CARL
 MK2116'MOLLER AND OCCUPIED BY C.O. SCHIFERL WHO LIVES ABOUT 0.4 MILE NW
 MK2116'OF THE STATION.  STATION IS ON THE HALF-SECTION-LINE FENCE WHICH
 MK2116'RUNS E AND W AND IS ON THE HIGHEST POINT OF THE HILL.  IT IS
 MK2116'ABOUT 210 METERS W OF A FENCE CORNER FROM WHICH A FENCE EXTENDS
 MK2116'TO THE SOUTHWARD.
 MK2116'
 MK2116'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2116'DISKS SET IN CONCRETE.
 MK2116'
 MK2116'REFERENCE MARK NO. 1 IS LOCATED IN THIS FENCE CORNER WHICH IS
 MK2116'SEPARATED FROM THE STATION BY A RAVINE WHICH RUNS N AND S.
 MK2116'REFERENCE MARK NO. 2 IS LOCATED IN A FENCE CORNER ABOUT 700
 MK2116'FEET E OF THE HOUSE AND IS ABOUT 1/4 MILE S OF THE SECTION-LINE
 MK2116'ROAD.
 MK2116'
 MK2116'STATION IS ABOUT 1/4 MILE S OF THIS MARK.
 MK2116'
 MK2116'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 MK2116
 MK2116                          STATION RECOVERY (1935)
 MK2116
 MK2116'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2116'STATION RECOVERED IN GOOD CONDITION.  THE UPPER MARK IS FLUSH
 MK2116'WITH THE SURFACE AND WILL USUALLY BE COVERED.  THE STATION MARK IS
 MK2116'AT THE CENTER OF SEC. 30, T 19 N, R 5 E, 6 FEET W OF A FENCE
 MK2116'CORNER AND 1 FOOT S OF AN E AND W FENCE.  THE LAND IS OWNED BY
 MK2116'CARL MOLLER AND OCCUPIED BY FRANK GOEKEN.
 MK2116'
 MK2116'REFERENCE MARK NO. 1 IS AT E-W FENCE LINE, ABOUT 1/8 MILE E OF
 MK2116'THE STATION, AND ABOUT 100 YARDS W OF A 4-WAY FENCE CORNER.
 MK2116'REFERENCE MARK NO. 2 IS AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2117 ***********************************************************************
 MK2117  DESIGNATION -  MAPLE RM A
 MK2117  PID         -  MK2117
 MK2117  STATE/COUNTY-  NE/DODGE
 MK2117  COUNTRY     -  US
 MK2117  USGS QUAD   -  DODGE SW (2017)
 MK2117
 MK2117                         *CURRENT SURVEY CONTROL
 MK2117  ______________________________________________________________________
 MK2117* NAD 83(1995) POSITION- 41 35 25.41460(N) 096 53 42.85047(W)   ADJUSTED
 MK2117* NAVD 88 ORTHO HEIGHT -   476.9   (meters)     1565.    (feet) VERTCON
 MK2117  ______________________________________________________________________
 MK2117  GEOID HEIGHT    -        -25.681 (meters)                     GEOID18
 MK2117  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 MK2117  HORZ ORDER      -  FIRST
 MK2117
 MK2117.The horizontal coordinates were established by classical geodetic methods
 MK2117.and adjusted by the National Geodetic Survey in August 1997.
 MK2117
 MK2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2117
 MK2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2117.GEOID18 height accuracy estimate available here.
 MK2117
 MK2117.Click photographs - Photos may exist for this station.
 MK2117
 MK2117.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2117
 MK2117. The following values were computed from the NAD 83(1995) position.
 MK2117
 MK2117;                    North         East     Units Scale Factor Converg.
 MK2117;SPC NE       -   199,724.154   758,731.361   MT  0.99965968   +2 03 27.1
 MK2117;SPC NE       -   655,261.66  2,489,271.14   sFT  0.99965968   +2 03 27.1
 MK2117;UTM  14      - 4,606,439.069   675,429.681   MT  0.99997874   +1 23 51.0
 MK2117
 MK2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2117!SPC NE       -   0.99992924  x   0.99965968  =   0.99958894
 MK2117!UTM  14      -   0.99992924  x   0.99997874  =   0.99990798
 MK2117
 MK2117:                Primary Azimuth Mark                     Grid Az
 MK2117:SPC NE       -  WEBSTER                                  091 31 32.9
 MK2117:UTM  14      -  WEBSTER                                  092 11 09.0
 MK2117
 MK2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7542906439(NAD 83)
 MK2117
 MK2117|---------------------------------------------------------------------|
 MK2117| PID    Reference Object                     Distance      Geod. Az  |
 MK2117|                                                           dddmmss.s |
 MK2117| MK2114 WEBSTER                             APPROX.10.4 KM 0933500.0 |
 MK2117| MK2115 NORTH BEND ATT MW TOWER             APPROX. 8.4 KM 1523054.9 |
 MK2117| MK2116 MAPLE                                28.903 METERS 16010     |
 MK2117|---------------------------------------------------------------------|
 MK2117
 MK2117                          SUPERSEDED SURVEY CONTROL
 MK2117
 MK2117  NAD 83(1986)-  41 35 25.42192(N)    096 53 42.85285(W) AD(       ) 1
 MK2117  NAD 27      -  41 35 25.41026(N)    096 53 41.75744(W) AD(       ) 1
 MK2117  NGVD 29 (07/19/86)  476.7    (m)         1564.     (f) VERT ANG       
 MK2117
 MK2117.Superseded values are not recommended for survey control.
 MK2117
 MK2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2117.See file dsdata.pdf to determine how the superseded data were derived.
 MK2117
 MK2117_MARKER: DS = TRIANGULATION STATION DISK
 MK2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2117_STAMPING: MAPLE RM A 1968
 MK2117_MARK LOGO: CGS
 MK2117_PROJECTION: RECESSED 53 CENTIMETERS
 MK2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2117+STABILITY: SURFACE MOTION
 MK2117
 MK2117  HISTORY     - Date     Condition        Report By
 MK2117  HISTORY     - 1968     MONUMENTED       CGS
 MK2117
 MK2117                          STATION DESCRIPTION
 MK2117
 MK2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2117'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF NORTH BEND, 8
 MK2117'MILES NORTH OF RODGERS AND ON PROPERTY OWNED BY MR. CHARLES DVORAK.
 MK2117'
 MK2117'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED MAPLE
 MK2117'RM A 1968, CEMENTED IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT
 MK2117'IS 21 INCHES BELOW THE GROUND SURFACE.  IT IS 90 FEET NORTH OF A
 MK2117'WIRE FENCE.
 MK2117'
 MK2117'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAPLE 1930.
 MK2117'THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION ARE NOTED
 MK2117'BELOW.
 MK2117'
 MK2117'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR MAPLE
 MK2117'1930.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0455 ***********************************************************************
 LJ0455  DESIGNATION -  MARION
 LJ0455  PID         -  LJ0455
 LJ0455  STATE/COUNTY-  NE/RED WILLOW
 LJ0455  COUNTRY     -  US
 LJ0455  USGS QUAD   -  MCCOOK SE (2017)
 LJ0455
 LJ0455                         *CURRENT SURVEY CONTROL
 LJ0455  ______________________________________________________________________
 LJ0455* NAD 83(1995) POSITION- 40 05 23.83134(N) 100 31 48.14302(W)   ADJUSTED
 LJ0455* NAVD 88 ORTHO HEIGHT -   843.    (meters)     2766.    (feet) SCALED
 LJ0455  ______________________________________________________________________
 LJ0455  GEOID HEIGHT    -        -24.224 (meters)                     GEOID18
 LJ0455  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LJ0455  HORZ ORDER      -  FIRST
 LJ0455
 LJ0455.The horizontal coordinates were established by classical geodetic methods
 LJ0455.and adjusted by the National Geodetic Survey in August 1997.
 LJ0455
 LJ0455.The orthometric height was scaled from a topographic map.
 LJ0455
 LJ0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0455.GEOID18 height accuracy estimate available here.
 LJ0455
 LJ0455.Click photographs - Photos may exist for this station.
 LJ0455
 LJ0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0455
 LJ0455. The following values were computed from the NAD 83(1995) position.
 LJ0455
 LJ0455;                    North         East     Units Scale Factor Converg.
 LJ0455;SPC NE       -    28,632.574   454,799.377   MT  0.99996056   -0 21 04.5
 LJ0455;SPC NE       -    93,938.70  1,492,120.96   sFT  0.99996056   -0 21 04.5
 LJ0455;UTM  14      - 4,438,862.922   369,565.127   MT  0.99980944   -0 59 07.7
 LJ0455
 LJ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0455!SPC NE       -   0.99987152  x   0.99996056  =   0.99983209
 LJ0455!UTM  14      -   0.99987152  x   0.99980944  =   0.99968099
 LJ0455
 LJ0455:                Primary Azimuth Mark                     Grid Az
 LJ0455:SPC NE       -  MARION AZ MK                             270 16 41.2
 LJ0455:UTM  14      -  MARION AZ MK                             270 54 44.4
 LJ0455
 LJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6956538862(NAD 83)
 LJ0455
 LJ0455|---------------------------------------------------------------------|
 LJ0455| PID    Reference Object                     Distance      Geod. Az  |
 LJ0455|                                                           dddmmss.s |
 LJ0455| CN9946 MARION RM 1                          38.585 METERS 11110     |
 LJ0455| CN9947 MARION RM 2                          31.699 METERS 24308     |
 LJ0455| CN9945 MARION AZ MK                                       2695536.7 |
 LJ0455|---------------------------------------------------------------------|
 LJ0455
 LJ0455                          SUPERSEDED SURVEY CONTROL
 LJ0455
 LJ0455  NAD 83(1986)-  40 05 23.83603(N)    100 31 48.14786(W) AD(       ) 1
 LJ0455  NAD 27      -  40 05 23.82100(N)    100 31 46.61000(W) AD(       ) 1
 LJ0455
 LJ0455.Superseded values are not recommended for survey control.
 LJ0455
 LJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0455.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0455
 LJ0455_MARKER: DS = TRIANGULATION STATION DISK
 LJ0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0455_STAMPING: MARION 1935
 LJ0455_MARK LOGO: CGS
 LJ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0455+STABILITY: SURFACE MOTION
 LJ0455
 LJ0455  HISTORY     - Date     Condition        Report By
 LJ0455  HISTORY     - 1935     MONUMENTED       CGS
 LJ0455  HISTORY     - 1957     SEE DESCRIPTION  USGS
 LJ0455
 LJ0455                          STATION DESCRIPTION
 LJ0455
 LJ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0455'STATION IS ABOUT 8 MILES SOUTH AND 3 MILES EAST OF MC COOK, NEAR
 LJ0455'THE SOUTHWEST CORNER OF SEC. 30, T. 2 N., R. 2, W., ON THE DIVIDE
 LJ0455'BETWEEN BEAVER CREEK AND THE REPUBLICAN RIVER, ON THE HIGHEST
 LJ0455'POINT IN THE VICINITY.  IT IS ABOUT 0.2 MILE EAST OF A ROAD
 LJ0455'INTERSECTION AND ABOUT 150 YARDS WEST OF THE WEST END OF A
 LJ0455'PROMINENT GROVE OF TREES WHICH EXTEND EAST AND WEST ALONG THE
 LJ0455'NORTH SIDE OF THE ROAD, 20 FEET NORTH OF THE CENTER OF THE
 LJ0455'GRADED ROAD, AND 6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LJ0455'THE MARK PROJECTS 6 INCHES.
 LJ0455'
 LJ0455'THE AZIMUTH MARK IS ABOUT 0.9 MILE WEST OF THE
 LJ0455'STATION, IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION, 30 FEET
 LJ0455'NORTH OF THE CENTER OF THE EAST-AND-WEST FENCE, AND PROJECTS
 LJ0455'6 INCHES.
 LJ0455'
 LJ0455'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LJ0455'STATION.  IT IS 26 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT
 LJ0455'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND PROJECTS 8 INCHES.
 LJ0455'
 LJ0455'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION,
 LJ0455'26 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF THE
 LJ0455'SOUTH RIGHT-OF-WAY FENCE, AND PROJECTS 8 INCHES.
 LJ0455'
 LJ0455'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 LJ0455'STATE HIGHWAY 89 WHICH IS ABOUT 15 MILES SOUTH OF MC COOK, BY
 LJ0455'GOING NORTH ON HIGHWAY 183 FOR 4.1 MILES.  AT A POINT WHERE THE
 LJ0455'HIGHWAY TURNS TO THE WEST, DRIVE EAST ON A GRADED ROAD 1.2
 LJ0455'MILES, TURN NORTH AND GO 1.0 MILE, TURN EAST AND GO 1.2 MILES
 LJ0455'TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 LJ0455'
 LJ0455'A 10-FOOT STAND CLEARED ALL LINES.
 LJ0455
 LJ0455                          STATION RECOVERY (1957)
 LJ0455
 LJ0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LJ0455'STATION AND BOTH REFERENCE MARKS ALL FOUND UPROOTED AND DESTROYED.
 LJ0455'APPARENTLY CAUSED BY NEW ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0633 ***********************************************************************
 NP0633  DESIGNATION -  MARPLE
 NP0633  PID         -  NP0633
 NP0633  STATE/COUNTY-  NE/SHERIDAN
 NP0633  COUNTRY     -  US
 NP0633  USGS QUAD   -  SKUNK LAKE NW (2017)
 NP0633
 NP0633                         *CURRENT SURVEY CONTROL
 NP0633  ______________________________________________________________________
 NP0633* NAD 83(1995) POSITION- 42 28 07.99425(N) 102 44 02.07794(W)   ADJUSTED
 NP0633* NAVD 88 ORTHO HEIGHT -  1178.    (meters)     3865.    (feet) SCALED
 NP0633  ______________________________________________________________________
 NP0633  GEOID HEIGHT    -        -18.239 (meters)                     GEOID18
 NP0633  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 NP0633  HORZ ORDER      -  SECOND
 NP0633
 NP0633.The horizontal coordinates were established by classical geodetic methods
 NP0633.and adjusted by the National Geodetic Survey in August 1997.
 NP0633
 NP0633.The orthometric height was scaled from a topographic map.
 NP0633
 NP0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0633.GEOID18 height accuracy estimate available here.
 NP0633
 NP0633.Click photographs - Photos may exist for this station.
 NP0633
 NP0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0633
 NP0633. The following values were computed from the NAD 83(1995) position.
 NP0633
 NP0633;                    North         East     Units Scale Factor Converg.
 NP0633;SPC NE       -   296,181.325   275,246.304   MT  0.99980000   -1 48 42.3
 NP0633;SPC NE       -   971,721.56    903,037.25   sFT  0.99980000   -1 48 42.3
 NP0633;UTM  13      - 4,704,326.460   686,292.460   MT  1.00002701   +1 31 49.7
 NP0633
 NP0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0633!SPC NE       -   0.99981821  x   0.99980000  =   0.99961825
 NP0633!UTM  13      -   0.99981821  x   1.00002701  =   0.99984522
 NP0633
 NP0633:                Primary Azimuth Mark                     Grid Az
 NP0633:SPC NE       -  MARPLE AZ MK                             181 14 36.2
 NP0633:UTM  13      -  MARPLE AZ MK                             177 54 04.2
 NP0633
 NP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8629204326(NAD 83)
 NP0633
 NP0633|---------------------------------------------------------------------|
 NP0633| PID    Reference Object                     Distance      Geod. Az  |
 NP0633|                                                           dddmmss.s |
 NP0633| CP9925 MARPLE RM 1                          20.129 METERS 08142     |
 NP0633| CP9924 MARPLE AZ MK                                       1792553.9 |
 NP0633| CP9926 MARPLE RM 2                          24.549 METERS 18238     |
 NP0633|---------------------------------------------------------------------|
 NP0633
 NP0633                          SUPERSEDED SURVEY CONTROL
 NP0633
 NP0633  NAD 83(1993)-  42 28 07.99378(N)    102 44 02.07666(W) AD(       ) 2
 NP0633  NAD 83(1986)-  42 28 07.98903(N)    102 44 02.07369(W) AD(       ) 2
 NP0633  NAD 27      -  42 28 08.12700(N)    102 44 00.35100(W) AD(       ) 2
 NP0633
 NP0633.Superseded values are not recommended for survey control.
 NP0633
 NP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0633.See file dsdata.pdf to determine how the superseded data were derived.
 NP0633
 NP0633_MARKER: DB = BENCH MARK DISK
 NP0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0633_STAMPING: MARPLE 1946
 NP0633_MARK LOGO: USGS
 NP0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0633+STABILITY: SURFACE MOTION
 NP0633
 NP0633  HISTORY     - Date     Condition        Report By
 NP0633  HISTORY     - 1946     MONUMENTED       USGS
 NP0633  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NP0633
 NP0633                          STATION DESCRIPTION
 NP0633
 NP0633'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0633'IT IS LOCATED ABOUT 15 MILES, AIR LINE, SOUTH OF HAY SPRINGS,
 NP0633'19 MILES NORTHEAST OF HEMINGFORD, 65 FEET NORTHWEST OF THE
 NP0633'CENTER OF A GRADED ROAD, 46 FEET NORTH OF THE CENTER OF A WIRE
 NP0633'GATE, 28 FEET WEST OF THE CENTER OF A WIRE GATE, AND 11
 NP0633'FEET SOUTHEAST OF A FENCE CORNER, AT THE INTERSECTION OF
 NP0633'SECTIONS 20, 21, 28 AND 29, IN T 29 N, R 46 W.  IT IS A USGS
 NP0633'BM DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE CONCRETE POST
 NP0633'PROJECTING 7 INCHES AND IS STAMPED MARPLE 1946.
 NP0633'
 NP0633'REFERENCE MARK NO. 1 IS 38.5 FEET EAST OF THE CENTER OF A
 NP0633'WIRE GATE, 35 FEET NORTH OF THE CENTER OF A GRADED ROAD, AND
 NP0633'1 FOOT SOUTH OF A FENCE INTERSECTION.  IT PROJECTS 8 INCHES
 NP0633'AND IS STAMPED MARPLE USGS 1946 NO 1.
 NP0633'
 NP0633'REFERENCE MARK NO. 2 IS 35.5 FEET SOUTH OF THE CENTER OF A
 NP0633'WIRE GATE, 29.5 FEET WEST OF THE CENTER OF A GRADED ROAD,
 NP0633'AND 3 FEET EAST OF A WIRE FENCE.  IT PROJECTS 9 INCHES AND
 NP0633'IS STAMPED MARPLE USGS 1946 NO 2.
 NP0633'
 NP0633'AZIMUTH MARK IS ON THE SUMMIT OF A LOW ROUNDED-TOP HILL 0.1
 NP0633'MILE SOUTH OF A T INTERSECTION, 28.5 FEET EAST OF THE CENTER
 NP0633'OF A DIRT ROAD, AND 1.5 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 NP0633'8 INCHES AND IS STAMPED MARPLE USGS 1946.
 NP0633'
 NP0633'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2
 NP0633'AT THE EAST EDGE OF ALLIANCE, GO NORTH ON STATE HIGHWAY NO. 19 FOR
 NP0633'16.1 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 87.  TURN RIGHT,
 NP0633'EAST, ON STATE HIGHWAY NO. 87 FOR 8.2 MILES.  THEN LEFT,
 NP0633'NORTH, AND CONTINUE ON HIGHWAY FOR 7.55 MILES.  THEN RIGHT,
 NP0633'EAST, ON HIGHWAY FOR 0.75 MILE.  AND THEN TURN LEFT, NORTH,
 NP0633'ON HIGHWAY AND GO 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 NP0633'GO WEST ON GRADED ROAD FOR 2.0 MILES TO THE STATION ON THE
 NP0633'RIGHT AS DESCRIBED, AT THIS POINT THE ROAD TURNS LEFT, SOUTH.
 NP0633'
 NP0633'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT
 NP0633'ROAD FOR 1.0 MILE TO THE TOP OF A SMALL HILL AND THE STATION
 NP0633'ON THE LEFT AS DESCRIBED.
 NP0633
 NP0633                          STATION RECOVERY (1968)
 NP0633
 NP0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0633'STATION MARK WAS DESTROYED, DUE TO NEW ROAD CONSTRUCTION.
 NP0633'THE AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NP0633'CONDITION.  MARPLES 2 WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0634 ***********************************************************************
 NP0634  CBN         -  This is a Cooperative Base Network Control Station.
 NP0634  DESIGNATION -  MARPLE 2
 NP0634  PID         -  NP0634
 NP0634  STATE/COUNTY-  NE/SHERIDAN
 NP0634  COUNTRY     -  US
 NP0634  USGS QUAD   -  SKUNK LAKE NW (2017)
 NP0634
 NP0634                         *CURRENT SURVEY CONTROL
 NP0634  ______________________________________________________________________
 NP0634* NAD 83(2011) POSITION- 42 28 08.12350(N) 102 44 02.07909(W)   ADJUSTED
 NP0634* NAD 83(2011) ELLIP HT-  1159.396 (meters)        (06/27/12)   ADJUSTED
 NP0634* NAD 83(2011) EPOCH   -  2010.00
 NP0634* NAVD 88 ORTHO HEIGHT -  1177.7   (meters)     3864.    (feet) GPS OBS
 NP0634  ______________________________________________________________________
 NP0634  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NP0634  GEOID HEIGHT    -        -17.834 (meters)                     GEOID93
 NP0634  GEOID HEIGHT    -        -18.239 (meters)                     GEOID18
 NP0634  NAD 83(2011) X  - -1,038,821.588 (meters)                     COMP
 NP0634  NAD 83(2011) Y  - -4,596,927.304 (meters)                     COMP
 NP0634  NAD 83(2011) Z  -  4,284,951.759 (meters)                     COMP
 NP0634  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 NP0634
 NP0634  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0634  Standards:
 NP0634         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0634            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0634  -------------------------------------------------------------------
 NP0634  NETWORK    0.57   1.55           0.27   0.18   0.79     -0.01968384
 NP0634  -------------------------------------------------------------------
 NP0634  Click here for local accuracies and other accuracy information.
 NP0634
 NP0634.The horizontal coordinates were established by GPS observations
 NP0634.and adjusted by the National Geodetic Survey in June 2012.
 NP0634
 NP0634.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0634.been affixed to the stable North American tectonic plate. See 
 NP0634.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0634
 NP0634.The horizontal coordinates are valid at the epoch date displayed above
 NP0634.which is a decimal equivalence of Year/Month/Day.
 NP0634
 NP0634.The orthometric height was determined by GPS observations and a
 NP0634.high-resolution geoid model.
 NP0634
 NP0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0634.GEOID18 height accuracy estimate available here.
 NP0634
 NP0634.Click photographs - Photos may exist for this station.
 NP0634
 NP0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0634
 NP0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0634
 NP0634.The ellipsoidal height was determined by GPS observations
 NP0634.and is referenced to NAD 83.
 NP0634
 NP0634. The following values were computed from the NAD 83(2011) position.
 NP0634
 NP0634;                    North         East     Units Scale Factor Converg.
 NP0634;SPC NE       -   296,185.312   275,246.404   MT  0.99980001   -1 48 42.3
 NP0634;SPC NE       -   971,734.64    903,037.58   sFT  0.99980001   -1 48 42.3
 NP0634;UTM  13      - 4,704,330.446   686,292.328   MT  1.00002701   +1 31 49.7
 NP0634
 NP0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0634!SPC NE       -   0.99981820  x   0.99980001  =   0.99961825
 NP0634!UTM  13      -   0.99981820  x   1.00002701  =   0.99984521
 NP0634
 NP0634:                Primary Azimuth Mark                     Grid Az
 NP0634:SPC NE       -  MARPLE AZ MK                             181 14 27.2
 NP0634:UTM  13      -  MARPLE AZ MK                             177 53 55.2
 NP0634
 NP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8629204330(NAD 83)
 NP0634
 NP0634|---------------------------------------------------------------------|
 NP0634| PID    Reference Object                     Distance      Geod. Az  |
 NP0634|                                                           dddmmss.s |
 NP0634| CP9925 MARPLE RM 1                          20.056 METERS 09315     |
 NP0634| CP9924 MARPLE AZ MK                                       1792544.9 |
 NP0634| CP9926 MARPLE RM 2                          28.594 METERS 18203     |
 NP0634|---------------------------------------------------------------------|
 NP0634
 NP0634                          SUPERSEDED SURVEY CONTROL
 NP0634
 NP0634  NAD 83(2007)-  42 28 08.12331(N)    102 44 02.08012(W) AD(2002.00) 0
 NP0634  ELLIP H (02/10/07) 1159.424  (m)                       GP(2002.00)    
 NP0634  ELLIP H (09/24/01) 1159.408  (m)                       GP(       ) 4 1
 NP0634  NAD 83(1995)-  42 28 08.12265(N)    102 44 02.08012(W) AD(       ) B
 NP0634  ELLIP H (06/25/96) 1159.461  (m)                       GP(       ) 1 1
 NP0634  NAD 83(1986)-  42 28 08.11714(N)    102 44 02.07109(W) AD(       ) 2
 NP0634  NAD 27      -  42 28 08.25820(N)    102 44 00.35560(W) AD(       ) 2
 NP0634  NGVD 29 (07/19/86) 1177.2    (m)         3862.     (f) VERT ANG       
 NP0634
 NP0634.Superseded values are not recommended for survey control.
 NP0634
 NP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0634.See file dsdata.pdf to determine how the superseded data were derived.
 NP0634
 NP0634_MARKER: DB = BENCH MARK DISK
 NP0634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0634+WITH SETTING: INFORMATION.
 NP0634_STAMPING: MARPLE 2 1968
 NP0634_MARK LOGO: USGS
 NP0634_PROJECTION: RECESSED 3 CENTIMETERS
 NP0634_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0634+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2022
 NP0634
 NP0634  HISTORY     - Date     Condition        Report By
 NP0634  HISTORY     - 1968     MONUMENTED       USGS
 NP0634  HISTORY     - 19950503 GOOD             NGS
 NP0634  HISTORY     - 20220719 GOOD             NEGS
 NP0634
 NP0634                          STATION DESCRIPTION
 NP0634
 NP0634'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0634'THE STATION IS ABOUT 15.0 MI SSW. OF HAY SPRINGS, NEAR THE
 NP0634'COR. OF SECS. 20, 21, 28 AND 29, T. 29 N., R. 46 W.
 NP0634'
 NP0634'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0634'HWY. 87 S. NEAR HAY SPRINGS, GO S. ON STATE HWY. 87 15.0 MI
 NP0634'TO CROSSROADS, TURN RIGHT (W.) GO 2.0 MI TO WIRE GATE AND
 NP0634'STATION ON RIGHT (N.) IN PASTURE LAND.
 NP0634'
 NP0634'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0634'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0634'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MARPLE 2 1968,
 NP0634'STATION IS 33 FT N. AND 24 FT W. OF CENTER OF E. AND S. RDS.
 NP0634'EXTENDED, 4 FT N. OF E.-W. FENCE, 4 FT N. OF USGS WITNESS POST,
 NP0634'MARK IS FLUSH WITH THE GROUND.
 NP0634'
 NP0634'REFERENCE MARK NO. 1 IS 39 FT E. OF THE CENTER OF A WIRE GATE,
 NP0634'35 FT N. OF THE CENTER OF A GRADED RD., 1 FT S. OF A FENCE
 NP0634'INTERSECTION, IT PROJECTS 8 IN. AND IS STAMPED MARPLE USGS
 NP0634'1946 NO 1
 NP0634'
 NP0634'REFERENCE MARK NO. 2 IS 36 FT S. OF THE CENTER OF A WIRE GATE,
 NP0634'30 FT W. OF THE CENTER OF A GRADED RD. AND 3 FT E. OF A WIRE
 NP0634'FENCE, IT PROJECTS 9 IN. AND IS STAMPED MARPLE USGS 1946 NO 2
 NP0634'
 NP0634'AZIMUTH MARK IS ON THE SUMMIT OF A LOW ROUNDED TOP HILL, 0.1
 NP0634'MI S. OF A T INTERSECTION, 29 FT E. OF THE CENTER OF A DIRT
 NP0634'RD., AND 2 FT W. OF A WIRE FENCE, IT PROJECTS 8 IN. AND IS
 NP0634'STAMPED MARPLE USGS 1946, 0.1 MI S. OF THE COR. OF SECS. 28,
 NP0634'29, 32 AND 33, T. 29 N., R. 46 W.
 NP0634'
 NP0634'STANDARD BRACED TRIPOD USED.
 NP0634
 NP0634                          STATION RECOVERY (1995)
 NP0634
 NP0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0634'THE MARK IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF HAY SPRINGS, 1.0
 NP0634'MI (1.6 KM) SOUTH OF THE NIOBRARA RIVER, 2.0 MI (3.2 KM) WEST OF STATE
 NP0634'HIGHWAY 87, IN THE SOUTHEAST CORNER OF A PASTURE, AT THE SOUTHEAST
 NP0634'CORNER OF SEC20, T29N, R46W AND ON PROPERTY OWNED BY DAVE GLENN, HC56,
 NP0634'BOX 123A, HAY SPRINGS, NEBRAKSA 69347.  TELEPHONE 308-232-4420.
 NP0634'
 NP0634'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 87 WITH U.S.
 NP0634'HIGHWAY 20 AT THE WEST SIDE OF HAY SPRINGS, GO SOUTH ON HIGHWAY 87 FOR
 NP0634'14.0 MI (22.5 KM) TO A BRIDGE OVER THE NIOBRARA RIVER.  CONTINUE SOUTH
 NP0634'FOR 0.9 MI (1.4 KM) TO A GRADED COUNTY ROAD ON THE RIGHT AND A PRIVATE
 NP0634'DRIVE ON THE LEFT.  TURN RIGHT AND GO WEST ON THE COUNTY ROAD FOR 2.0
 NP0634'MI (3.2 KM) TO A CURVE LEFT, AND SOUTH, AN ABANDONED COUNTY ROAD
 NP0634'STRAIGHT AHEAD AND THE MARK ON THE RIGHT, JUST WEST OF A GATE.
 NP0634'
 NP0634'THE MARK IS A USGS DISK, CRIMPED TO THE TOP OF A COPPER CLAD ROD, SET
 NP0634'WITHIN A 6-INCH ROUND, CLAY TILE THAT IS RECESSED ABOUT 0.1 FT
 NP0634'(3.0 CM) BELOW THE GROUND SURFACE.  IT IS 65.8 FT (20.1 M) WEST FROM
 NP0634'REFERENCE MARK 1, WHICH IS AT A T-FENCE CORNER, 26.0 FT (7.9 M) NORTH
 NP0634'OF THE CENTERLINE OF THE ABANDONED ROAD, 28.0 FT (8.5 M) WEST OF THE
 NP0634'EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 23.5 FT (7.2 M)
 NP0634'SOUTH-SOUTHEAST OF THE SOUTHERNMOST GUY WIRE HOOK FOR 2 GUY WIRES FOR
 NP0634'A UTILITY POLE, 6.1 FT (1.9 M) EAST-NORTHEAST OF THE POLE, 3.9 FT
 NP0634'(1.2 M) NORTH OF AN EAST/WEST FENCE AND 4.4 FT (1.3 M) NORTH OF A
 NP0634'WITNESS POST.
 NP0634
 NP0634                          STATION RECOVERY (2022)
 NP0634
 NP0634'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (TH)
 NP0634'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 87 IN
 NP0634'HAY SPRINGS, NE., GO SOUTH ON NE. HIGHWAY 87 APPROXIMATELY 14.7 MI
 NP0634'(23.7 KM) TO 420TH ROAD.  TURN RIGHT AND GO WEST ON 420TH ROAD
 NP0634'APPROXIMATELY 2.0 MI (3.2 KM) TO 470TH LANE AND THE MARK ON THE RIGHT
 NP0634'(NORTH).  THE MARK IS APPROXIMATELY 20 FT (6.1 M) WEST OF THE EXTENDED
 NP0634'CENTERLINE OF 470TH LANE AND APPROXIMATELY 33 FT (10.1 M) NORTH OF THE
 NP0634'CENTERLINE OF 420TH ROAD.  THE MARK IS 23.50 FT (7.2 M) SOUTHEAST FROM
 NP0634'THE BOTTOM OF GUY WIRE, 6.41' NORTHEAST OF A NAIL IN THE SIDE OF POWER
 NP0634'POLE, 4.40 FT (1.3 M) NORTH FROM THE BOTTOM OF CARSONITE SURVEY MARKER
 NP0634'AND 9.77 FT (3.0 M) NORTHWEST OF A NAIL IN THE TOP OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1071 ***********************************************************************
 ML1071  DESIGNATION -  MARQUETTE MUNICIPAL TANK
 ML1071  PID         -  ML1071
 ML1071  STATE/COUNTY-  NE/HAMILTON
 ML1071  COUNTRY     -  US
 ML1071  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML1071
 ML1071                         *CURRENT SURVEY CONTROL
 ML1071  ______________________________________________________________________
 ML1071* NAD 83(1995) POSITION- 41 00 19.47397(N) 098 00 37.28916(W)   ADJUSTED
 ML1071  ______________________________________________________________________
 ML1071  GEOID HEIGHT    -        -25.442 (meters)                     GEOID18
 ML1071  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 ML1071  HORZ ORDER      -  THIRD
 ML1071
 ML1071.The horizontal coordinates were established by classical geodetic methods
 ML1071.and adjusted by the National Geodetic Survey in August 1997.
 ML1071
 ML1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1071.GEOID18 height accuracy estimate available here.
 ML1071
 ML1071.Click photographs - Photos may exist for this station.
 ML1071
 ML1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1071
 ML1071. The following values were computed from the NAD 83(1995) position.
 ML1071
 ML1071;                    North         East     Units Scale Factor Converg.
 ML1071;SPC NE       -   132,056.795   667,319.630   MT  0.99969649   +1 19 06.7
 ML1071;SPC NE       -   433,256.33  2,189,364.49   sFT  0.99969649   +1 19 06.7
 ML1071;UTM  14      - 4,539,829.177   583,224.178   MT  0.99968525   +0 38 57.7
 ML1071
 ML1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8322439829(NAD 83)
 ML1071
 ML1071                          SUPERSEDED SURVEY CONTROL
 ML1071
 ML1071  NAD 83(1986)-  41 00 19.48113(N)    098 00 37.29089(W) AD(       ) 3
 ML1071  NAD 27      -  41 00 19.42800(N)    098 00 36.08500(W) AD(       ) 3
 ML1071
 ML1071.Superseded values are not recommended for survey control.
 ML1071
 ML1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1071.See file dsdata.pdf to determine how the superseded data were derived.
 ML1071
 ML1071_MARKER: 53 = ELEVATED TANK
 ML1071
 ML1071  HISTORY     - Date     Condition        Report By
 ML1071  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1071
 ML1071                          STATION DESCRIPTION
 ML1071
 ML1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1071'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE BUSINESS
 ML1071'DISTRICT IN THE SMALL TOWN OF MARQUETTE.  IT IS APPROXIMATELY
 ML1071'125 FEET HIGH, HAS 4-LEGS AND IS PAINTED SILVER.
 ML1071'
 ML1071'TO REACH FROM THE POST OFFICE IN MARQUETTE, GO EAST ON THE
 ML1071'MAIN STREET FOR 0.05 MILE TO A CROSS STREETS.  TURN RIGHT
 ML1071'(SOUTH) AND GO 0.05 MILE TO STATION ON RIGHT.
 ML1071'
 ML1071'THE POINT INTERSECTED WAS THE BALL ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0440 ***********************************************************************
 NO0440  DESIGNATION -  MARSH
 NO0440  PID         -  NO0440
 NO0440  STATE/COUNTY-  NE/CHERRY
 NO0440  COUNTRY     -  US
 NO0440  USGS QUAD   -  WILLOW LAKE (2017)
 NO0440
 NO0440                         *CURRENT SURVEY CONTROL
 NO0440  ______________________________________________________________________
 NO0440* NAD 83(1995) POSITION- 42 33 10.86845(N) 100 32 12.59094(W)   ADJUSTED
 NO0440* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 NO0440  ______________________________________________________________________
 NO0440  GEOID HEIGHT    -        -21.618 (meters)                     GEOID18
 NO0440  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 NO0440  HORZ ORDER      -  SECOND
 NO0440
 NO0440.The horizontal coordinates were established by classical geodetic methods
 NO0440.and adjusted by the National Geodetic Survey in August 1997.
 NO0440
 NO0440.The orthometric height was scaled from a topographic map.
 NO0440
 NO0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0440.GEOID18 height accuracy estimate available here.
 NO0440
 NO0440.Click photographs - Photos may exist for this station.
 NO0440
 NO0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0440
 NO0440. The following values were computed from the NAD 83(1995) position.
 NO0440
 NO0440;                    North         East     Units Scale Factor Converg.
 NO0440;SPC NE       -   302,108.280   455,918.297   MT  0.99982586   -0 21 20.7
 NO0440;SPC NE       -   991,166.92  1,495,791.95   sFT  0.99982586   -0 21 20.7
 NO0440;UTM  14      - 4,712,324.736   373,829.973   MT  0.99979586   -1 02 22.0
 NO0440
 NO0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0440!SPC NE       -   0.99986002  x   0.99982586  =   0.99968590
 NO0440!UTM  14      -   0.99986002  x   0.99979586  =   0.99965591
 NO0440
 NO0440:                Primary Azimuth Mark                     Grid Az
 NO0440:SPC NE       -  MARSH AZ MK                              003 29 03.9
 NO0440:UTM  14      -  MARSH AZ MK                              004 10 05.2
 NO0440
 NO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7382912324(NAD 83)
 NO0440
 NO0440|---------------------------------------------------------------------|
 NO0440| PID    Reference Object                     Distance      Geod. Az  |
 NO0440|                                                           dddmmss.s |
 NO0440| CO4024 MARSH AZ MK                                        0030743.2 |
 NO0440| CO4025 MARSH RM 1                           32.818 METERS 04647     |
 NO0440| NO0439 MARSH 2                              14.720 METERS 25953     |
 NO0440| CO4026 MARSH RM 2                           20.024 METERS 28544     |
 NO0440|---------------------------------------------------------------------|
 NO0440
 NO0440                          SUPERSEDED SURVEY CONTROL
 NO0440
 NO0440  NAD 83(1986)-  42 33 10.86945(N)    100 32 12.59856(W) AD(       ) 2
 NO0440  NAD 27      -  42 33 10.87400(N)    100 32 11.12700(W) AD(       ) 2
 NO0440
 NO0440.Superseded values are not recommended for survey control.
 NO0440
 NO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0440.See file dsdata.pdf to determine how the superseded data were derived.
 NO0440
 NO0440_MARKER: DS = TRIANGULATION STATION DISK
 NO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0440_STAMPING: MARSH 1949
 NO0440_MARK LOGO: CGS
 NO0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0440+STABILITY: SURFACE MOTION
 NO0440
 NO0440  HISTORY     - Date     Condition        Report By
 NO0440  HISTORY     - 1949     MONUMENTED       CGS
 NO0440  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NO0440  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NO0440
 NO0440                          STATION DESCRIPTION
 NO0440
 NO0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0440'THE STATION IS LOCATED ABOUT 19.5 MILES SOUTH-SOUTHEAST OF
 NO0440'VALENTINE ON THE WEST SIDE OF U.S. HIGHWAY 83 AND ON THE
 NO0440'HIGHEST POINT OF A PROMINENT EAST-WEST SAND RIDGE AND ON LAND
 NO0440'OF THE VALENTINE NATIONAL WILDLIFE REFUGE OWNED BY THE U.S.
 NO0440'GOVERNMENT.  IT IS ABOUT 250 FEET WEST OF U.S. HIGHWAY 83 AND
 NO0440'4 FEET EAST OF WITNESS POST, STAMPED MARSH 1949 AND PROJECTS
 NO0440'2 INCHES.
 NO0440'
 NO0440'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NO0440'SAND RIDGE ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 NO0440'MARK.  IT IS STAMPED MARSH NO 1 1949 AND PROJECTS 3 INCHES.
 NO0440'
 NO0440'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET ON
 NO0440'THE WEST SLOPE OF THE RIDGE AND ABOUT 3 FEET LOWER IN ELEVATION
 NO0440'THAN STATION MARK.  IT IS STAMPED MARSH NO 2 1949 AND PROJECTS
 NO0440'2 INCHES.
 NO0440'
 NO0440'THE AZIMUTH MARK IS ABOUT 0.85 MILE NORTH-NORTHEAST OF THE
 NO0440'STATION, 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 1 FOOT
 NO0440'WEST OF FENCE LINE AND 1-1/2 FEET SOUTH OF WITNESS POST.  IT
 NO0440'IS STAMPED MARSH 1949 AND PROJECTS 2 INCHES.
 NO0440'
 NO0440'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0440'AND 83 ABOUT 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH
 NO0440'ON U.S. HIGHWAY 83 FOR 15.65 MILES TO SCHOOL HOUSE ON THE
 NO0440'RIGHT, CONTINUE SOUTH ON HIGHWAY FOR 2.25 MILES TO THE AZIMUTH
 NO0440'MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY
 NO0440'FOR 0.85 MILE TO TOP OF HILL, STATION IS ABOUT 250 FEET
 NO0440'WEST OF THIS POINT ON THE HIGHEST POINT OF THE RIDGE AS
 NO0440'DESCRIBED.
 NO0440'
 NO0440'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'A 4 FOOT SIGNAL AT STATION WILDLIFE IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'A 74 FOOT SIGNAL AT STATION BAKER 1933 IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 NO0440
 NO0440                          STATION RECOVERY (1954)
 NO0440
 NO0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NO0440'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 NO0440'CONDITION EXCEPT THE STATION MARK.  WIND EROSION HAD CUT A
 NO0440'GAP IN THE SAND RIDGE AROUND THE STATION MARK AND THE CONCRETE
 NO0440'BLOCK FROM WHICH THE DISK HAD BEEN REMOVED WAS FOUND TOPPLED
 NO0440'OVER.  AT THE BASE OF THE CONCRETE BLOCK, THE UNDERGROUND MARK
 NO0440'WAS FOUND ABOUT 4 INCHES BELOW THE SURFACE AND APPARENTLY
 NO0440'UNDISTURBED.  THE HORIZONTAL DISTANCES CHECKED TO THE REFERENCE
 NO0440'MARKS AND THE MEASURED ANGLES ARE LISTED BELOW.  THE
 NO0440'UNDERGROUND MARK WAS LOWERED IN PLACE AND A SURFACE MARK WAS
 NO0440'ESTABLISHED.  THE DUCKBOARDS FROM THE OLD STAND WERE USED AS
 NO0440'A CRIBBING TO PROTECT THE SURFACE MARK AND STAKES WERE
 NO0440'DRIVEN IN THE SAND TO HOLD THE DUCKBOARDS IN PLACE.  THE
 NO0440'STATION MARK IS IN THE APPROXIMATE CENTER OF THE TRIANGLE
 NO0440'FORMED BY THE DUCKBOARDS.  SURFACE AND UNDERGROUND STATION
 NO0440'MARKS DESCRIBED.
 NO0440
 NO0440                          STATION RECOVERY (1960)
 NO0440
 NO0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0440'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NO0440'IN GOOD CONDITION.  CONSTRUCTION OF NEW U.S. HIGHWAY 83 ALONG
 NO0440'THE WEST SIDE OF THE OLD HIGHWAY WILL DESTROY THE STATION AND
 NO0440'REFERENCE MARK NO. 1.  THEY WERE MOVED AND A NEW STATION, MARSH 2,
 NO0440'WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF MARSH 2
 NO0440'1960.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0439 ***********************************************************************
 NO0439  DESIGNATION -  MARSH 2
 NO0439  PID         -  NO0439
 NO0439  STATE/COUNTY-  NE/CHERRY
 NO0439  COUNTRY     -  US
 NO0439  USGS QUAD   -  WILLOW LAKE (2017)
 NO0439
 NO0439                         *CURRENT SURVEY CONTROL
 NO0439  ______________________________________________________________________
 NO0439* NAD 83(1995) POSITION- 42 33 10.78459(N) 100 32 13.22612(W)   NO CHECK
 NO0439* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 NO0439  ______________________________________________________________________
 NO0439  GEOID HEIGHT    -        -21.618 (meters)                     GEOID18
 NO0439  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 NO0439  HORZ ORDER      -  THIRD
 NO0439
 NO0439.The horizontal coordinates were established by classical geodetic methods
 NO0439.and adjusted by the National Geodetic Survey in August 1997.
 NO0439
 NO0439.No horizontal observational check was made to the station.
 NO0439
 NO0439.The orthometric height was scaled from a topographic map.
 NO0439
 NO0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0439.GEOID18 height accuracy estimate available here.
 NO0439
 NO0439.Click photographs - Photos may exist for this station.
 NO0439
 NO0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0439
 NO0439. The following values were computed from the NAD 83(1995) position.
 NO0439
 NO0439;                    North         East     Units Scale Factor Converg.
 NO0439;SPC NE       -   302,105.782   455,903.793   MT  0.99982585   -0 21 21.1
 NO0439;SPC NE       -   991,158.72  1,495,744.36   sFT  0.99982585   -0 21 21.1
 NO0439;UTM  14      - 4,712,322.412   373,815.441   MT  0.99979590   -1 02 22.5
 NO0439
 NO0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0439!SPC NE       -   0.99986002  x   0.99982585  =   0.99968589
 NO0439!UTM  14      -   0.99986002  x   0.99979590  =   0.99965595
 NO0439
 NO0439:                Primary Azimuth Mark                     Grid Az
 NO0439:SPC NE       -  MARSH AZ MK                              004 03 52.2
 NO0439:UTM  14      -  MARSH AZ MK                              004 44 53.6
 NO0439
 NO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7381512322(NAD 83)
 NO0439
 NO0439|---------------------------------------------------------------------|
 NO0439| PID    Reference Object                     Distance      Geod. Az  |
 NO0439|                                                           dddmmss.s |
 NO0439| CO4024 MARSH AZ MK                                        0034231.1 |
 NO0439| NO0440 MARSH                                14.720 METERS 07953     |
 NO0439| CO4027 MARSH 2 RM 3                         21.092 METERS 16156     |
 NO0439| CO4026 MARSH RM 2                            9.342 METERS 32931     |
 NO0439|---------------------------------------------------------------------|
 NO0439
 NO0439                          SUPERSEDED SURVEY CONTROL
 NO0439
 NO0439  NAD 83(1986)-  42 33 10.78558(N)    100 32 13.23375(W) AD(       ) 3
 NO0439  NAD 27      -  42 33 10.79000(N)    100 32 11.76200(W) AD(       ) 3
 NO0439
 NO0439.Superseded values are not recommended for survey control.
 NO0439
 NO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0439.See file dsdata.pdf to determine how the superseded data were derived.
 NO0439
 NO0439_MARKER: DS = TRIANGULATION STATION DISK
 NO0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0439_STAMPING: MARSH 2 1960
 NO0439_MARK LOGO: CGS
 NO0439_PROJECTION: FLUSH
 NO0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0439+STABILITY: SURFACE MOTION
 NO0439
 NO0439  HISTORY     - Date     Condition        Report By
 NO0439  HISTORY     - 1960     MONUMENTED       CGS
 NO0439
 NO0439                          STATION DESCRIPTION
 NO0439
 NO0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0439'STATION IS LOCATED ABOUT 20 MILES SOUTH-SOUTHEAST OF VALENTINE
 NO0439'AND 3 MILES SOUTH OF A COUNTRY SCHOOLHOUSE AND PUBLIC CAMPING
 NO0439'GROUND ON THE WEST SIDE OF U.S. HIGHWAY 83, ABOUT 143 FEET
 NO0439'WEST OF THE CENTER OF NEW U.S. HIGHWAY 83, AND ABOUT 25 FEET
 NO0439'WEST OF THE TOP EDGE OF A DEEP CUT FOR THE NEW HIGHWAY.  THE
 NO0439'MARK IS ON THE HIGHEST POINT OF A PROMINENT EAST-WEST SAND
 NO0439'RIDGE AND ON LAND OF THE VALENTINE NATIONAL WILDLIFE REFUGE
 NO0439'WHICH IS OWNED BY THE U.S. GOVERNMENT.  THE MARK IS FLUSH WITH
 NO0439'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MARSH 2
 NO0439'1960.
 NO0439'
 NO0439'REFERENCE MARK NO. 2 IS 30.65 FEET NORTH-NORTHWEST OF THE STATION
 NO0439'ALONG THE SAND RIDGE, ABOUT 160 FEET WEST OF THE CENTER OF
 NO0439'U.S. HIGHWAY 83, AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 NO0439'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSH NO 2
 NO0439'1949.  (NOTE--THE ARROW ON THIS REFERENCE MARK POINTS
 NO0439'EAST-SOUTHEAST TOWARD THE OLD STATION LOCATION INSTEAD OF TOWARD
 NO0439'THE NEW STATION.)
 NO0439'
 NO0439'REFERENCE MARK NO. 3 IS 69.20 FEET SOUTH OF THE STATION, ABOUT
 NO0439'140 FEET WEST OF THE STATION, AND ABOUT 25 FEET LOWER THAN
 NO0439'THE STATION MARK ON THE SOUTH SLOPE OF THE SAND RIDGE.  THE
 NO0439'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARSH 2 NO 3 1960.
 NO0439'
 NO0439'AZIMUTH MARK IS 0.85 MILE NORTH OF THE STATION, 50 FEET EAST
 NO0439'OF THE CENTER OF OLD U.S. HIGHWAY 83, 2 FEET NORTH OF A STEEL
 NO0439'HIGHWAY RIGHT-OF-WAY POST, 1-1/2 FEET SOUTH OF A WOODEN WITNESS
 NO0439'POST, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK
 NO0439'WILL BE ABOUT 150 FEET EAST OF THE CENTER OF THE NEW HIGHWAY.
 NO0439'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSH 1949.
 NO0439'
 NO0439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0439'83 WHICH IS ABOUT 5 AND 1/2 MILES SOUTH-SOUTHEAST OF VALENTINE,
 NO0439'GO SOUTH ON U.S. HIGHWAY 83 FOR 16.4 MILES TO A COUNTRY SCHOOLHOUSE
 NO0439'AND PUBLIC CAMPING GROUND ON THE RIGHT.  CONTINUE SOUTH ON
 NO0439'U.S. HIGHWAY 83 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT
 NO0439'OR EAST SIDE OF THE HIGHWAY.  CONTINUE SOUTH ON U.S. HIGHWAY
 NO0439'83 FOR 0.85 MILE TO THE TOP OF GRADE AND THE STATION ON THE
 NO0439'RIGHT OR WEST SIDE OF THE HIGHWAY AS DESCRIBED.
 NO0439'
 NO0439'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1002 ***********************************************************************
 LG1002  DESIGNATION -  MARTIN LUTHER CHURCH SPIRE
 LG1002  PID         -  LG1002
 LG1002  STATE/COUNTY-  NE/NEMAHA
 LG1002  COUNTRY     -  US
 LG1002  USGS QUAD   -  TECUMSEH SE (2017)
 LG1002
 LG1002                         *CURRENT SURVEY CONTROL
 LG1002  ______________________________________________________________________
 LG1002* NAD 83(1995) POSITION- 40 20 02.69940(N) 096 00 36.09742(W)   ADJUSTED
 LG1002  ______________________________________________________________________
 LG1002  GEOID HEIGHT    -        -28.999 (meters)                     GEOID18
 LG1002  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 LG1002  HORZ ORDER      -  THIRD
 LG1002
 LG1002.The horizontal coordinates were established by classical geodetic methods
 LG1002.and adjusted by the National Geodetic Survey in August 1997.
 LG1002
 LG1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1002.GEOID18 height accuracy estimate available here.
 LG1002
 LG1002.Click photographs - Photos may exist for this station.
 LG1002
 LG1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1002
 LG1002. The following values were computed from the NAD 83(1995) position.
 LG1002
 LG1002;                    North         East     Units Scale Factor Converg.
 LG1002;SPC NE       -    63,420.544   838,887.041   MT  0.99986565   +2 38 38.9
 LG1002;SPC NE       -   208,072.23  2,752,248.57   sFT  0.99986565   +2 38 38.9
 LG1002;UTM  14      - 4,469,129.866   753,993.952   MT  1.00039421   +1 56 10.6
 LG1002;UTM  15      - 4,469,187.661   244,302.223   MT  1.00040490   -1 56 57.4
 LG1002
 LG1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5399369129(NAD 83)
 LG1002
 LG1002                          SUPERSEDED SURVEY CONTROL
 LG1002
 LG1002  NAD 83(1986)-  40 20 02.70611(N)    096 00 36.09263(W) AD(       ) 3
 LG1002  NAD 27      -  40 20 02.70800(N)    096 00 35.08000(W) AD(       ) 3
 LG1002
 LG1002.Superseded values are not recommended for survey control.
 LG1002
 LG1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1002.See file dsdata.pdf to determine how the superseded data were derived.
 LG1002
 LG1002_MARKER: 90 = CHURCH SPIRE
 LG1002
 LG1002  HISTORY     - Date     Condition        Report By
 LG1002  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1002
 LG1002                          STATION DESCRIPTION
 LG1002
 LG1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1002'IT IS A WHITE FRAME BUILDING WITH A SPIRE ON THE WEST END OF THE
 LG1002'BUILDING.  THE SPIRE IS PAINTED SILVER, WITH A CROSS ON THE TOP
 LG1002'AND IS ABOUT 60 FEET HIGH.  IT WAS BUILT IN 1909.  IT IS 90 FEET
 LG1002'NORTH OF AN EAST-WEST ROAD AND 78 FEET EAST OF A NORTH-SOUTH ROAD.
 LG1002'
 LG1002'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 LG1002'COUNTY HIGHWAY 105 ABOUT 3 MILES SOUTH OF JOHNSON, GO SOUTH ON
 LG1002'COUNTY HIGHWAY 105 FOR 3 MILES TO THE CHURCH ON THE LEFT AS
 LG1002'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1160 ***********************************************************************
 LG1160  DESIGNATION -  MARTLE
 LG1160  PID         -  LG1160
 LG1160  STATE/COUNTY-  NE/LANCASTER
 LG1160  COUNTRY     -  US
 LG1160  USGS QUAD   -  DENTON (2017)
 LG1160
 LG1160                         *CURRENT SURVEY CONTROL
 LG1160  ______________________________________________________________________
 LG1160* NAD 83(1995) POSITION- 40 39 14.13400(N) 096 47 05.47540(W)   ADJUSTED
 LG1160* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 LG1160  ______________________________________________________________________
 LG1160  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 LG1160  LAPLACE CORR    -          3.19  (seconds)                    DEFLEC18
 LG1160  HORZ ORDER      -  THIRD
 LG1160
 LG1160.The horizontal coordinates were established by classical geodetic methods
 LG1160.and adjusted by the National Geodetic Survey in August 1997.
 LG1160
 LG1160.The orthometric height was scaled from a topographic map.
 LG1160
 LG1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1160.GEOID18 height accuracy estimate available here.
 LG1160
 LG1160.Click photographs - Photos may exist for this station.
 LG1160
 LG1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1160
 LG1160. The following values were computed from the NAD 83(1995) position.
 LG1160
 LG1160;                    North         East     Units Scale Factor Converg.
 LG1160;SPC NE       -    96,163.752   771,791.128   MT  0.99976822   +2 07 50.4
 LG1160;SPC NE       -   315,497.24  2,532,118.06   sFT  0.99976822   +2 07 50.4
 LG1160;UTM  14      - 4,502,699.876   687,275.304   MT  1.00003171   +1 26 36.8
 LG1160
 LG1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1160!SPC NE       -   0.99993693  x   0.99976822  =   0.99970517
 LG1160!UTM  14      -   0.99993693  x   1.00003171  =   0.99996864
 LG1160
 LG1160:                Primary Azimuth Mark                     Grid Az
 LG1160:SPC NE       -  MARTLE AZ MK                             265 25 55.2
 LG1160:UTM  14      -  MARTLE AZ MK                             266 07 08.8
 LG1160
 LG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8727502699(NAD 83)
 LG1160
 LG1160|---------------------------------------------------------------------|
 LG1160| PID    Reference Object                     Distance      Geod. Az  |
 LG1160|                                                           dddmmss.s |
 LG1160| CL7424 MARTLE RM 1                          30.285 METERS 09352     |
 LG1160| CL7425 MARTLE RM 2                          29.491 METERS 18647     |
 LG1160| CL7423 MARTLE AZ MK                                       2673345.6 |
 LG1160|---------------------------------------------------------------------|
 LG1160
 LG1160                          SUPERSEDED SURVEY CONTROL
 LG1160
 LG1160  NAD 83(1986)-  40 39 14.14197(N)    096 47 05.47623(W) AD(       ) 3
 LG1160  NAD 27      -  40 39 14.13300(N)    096 47 04.39400(W) AD(       ) 3
 LG1160
 LG1160.Superseded values are not recommended for survey control.
 LG1160
 LG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1160.See file dsdata.pdf to determine how the superseded data were derived.
 LG1160
 LG1160_MARKER: DS = TRIANGULATION STATION DISK
 LG1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1160_STAMPING: MARTLE 1947
 LG1160_MARK LOGO: CGS
 LG1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1160+STABILITY: SURFACE MOTION
 LG1160
 LG1160  HISTORY     - Date     Condition        Report By
 LG1160  HISTORY     - 1947     MONUMENTED       CGS
 LG1160  HISTORY     - 1960     MARK NOT FOUND   LOCSUR
 LG1160  HISTORY     - 1961     MARK NOT FOUND   AMS
 LG1160  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG1160  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 LG1160
 LG1160                          STATION DESCRIPTION
 LG1160
 LG1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1160'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF LINCOLN,
 LG1160'1 MILE NORTH-NORTHWEST OF THE VILLAGE OF MARTELL, 49 FEET NORTH
 LG1160'OF THE CENTER OF STATE HIGHWAY NO. 33, 44 FEET EAST OF A T
 LG1160'FENCE INTERSECTION, 13.5 FEET NORTHWEST OF A WITNESS POST, AND
 LG1160'8 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES
 LG1160'AND IS STAMPED MARTLE 1947.
 LG1160'
 LG1160'REFERENCE MARK NO. 1 IS ABOUT 4 FEET ABOVE THE STATION ELEVATION
 LG1160'AND IS SET IN AN EAST-WEST FENCE LINE.  IT IS 41 FEET NORTH OF THE
 LG1160'CENTER OF STATE HIGHWAY NO. 33 AND AT THE SOUTH EDGE OF A
 LG1160'CULTIVATED FIELD.  IT PROJECTS 4 INCHES AND IS STAMPED MARTLE NO
 LG1160'1 1947.
 LG1160'
 LG1160'REFERENCE MARK NO. 2 IS 50 FEET EAST OF A T FENCE INTERSECTION,
 LG1160'46.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 33, AND 1 FOOT
 LG1160'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 LG1160'STAMPED MARTLE NO 2 1947.
 LG1160'
 LG1160'THE AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LG1160'NO. 33, 32 FEET WEST-NORTHWEST OF A POWER LINE POLE, AND 2 FEET
 LG1160'EAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 LG1160'MARTLE 1947.
 LG1160'
 LG1160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 LG1160'AND STATE HIGHWAY NO. 33, 11 MILES SOUTH OF LINCOLN.  GO WEST
 LG1160'ON STATE HIGHWAY NO. 33 FOR 4.1 MILES TO A FARM HOUSE ON THE LEFT,
 LG1160'CONTINUE WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 LG1160'DESCRIBED.
 LG1160'
 LG1160'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1160'HIGHWAY NO. 33 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1160'DESCRIBED.
 LG1160'
 LG1160'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 15 FEET.
 LG1160'
 LG1160'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 24 FEET.
 LG1160'
 LG1160'A 74 FOOT SIGNAL AT JAMAICA IS VISIBLE AT 15 FEET.
 LG1160'
 LG1160'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 15 FEET.
 LG1160'
 LG1160'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1160
 LG1160                          STATION RECOVERY (1960)
 LG1160
 LG1160'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (AJ)
 LG1160'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1160'
 LG1160'THE STATION WAS NOT FOUND.  PROBABLY DESTROYED WHEN HWY 33 WAS
 LG1160'WIDENED AND IMPROVED.
 LG1160
 LG1160                          STATION RECOVERY (1961)
 LG1160
 LG1160'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 LG1160'UNABLE TO LOCATE STATION DUE TO ROAD IMPROVEMENTS.  MEASUREMENTS
 LG1160'WERE MADE FROM CENTER LINE OF ROAD AND IT APPEARS THAT THE
 LG1160'STATION AND REFERENCE AND AZIMUTH MARKS WERE DESTROYED IN
 LG1160'IMPROVEMENTS TO ROAD RIGHT-OF-WAY.
 LG1160
 LG1160                          STATION RECOVERY (1964)
 LG1160
 LG1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1160'THIS STATION WAS NOT RECOVERED.  BUT THE SITE FOR THE STATION
 LG1160'LOCATION WAS VERIFIED BY A MR. W.J. FAIG WHO LIVES ABOUT 0.4 MILE
 LG1160'WEST ON THE NORTH SIDE OF THE HIGHWAY.  WHEN THIS HIGHWAY WAS
 LG1160'REBUILT, THE STATION, REFERENCE, AND AZIMUTH MARKS WERE
 LG1160'DESTROYED.
 LG1160
 LG1160                          STATION RECOVERY (1981)
 LG1160
 LG1160'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1160'ALL MARKS DESTROYED DUE TO R.O.W. CHANGE GRADING OF HWY NO. 33.
 LG1160'
 LG1160'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI N-NW OF MARTELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1167 ***********************************************************************
 ML1167  DESIGNATION -  MARY
 ML1167  PID         -  ML1167
 ML1167  STATE/COUNTY-  NE/CUSTER
 ML1167  COUNTRY     -  US
 ML1167  USGS QUAD   -  OCONTO SW (2017)
 ML1167
 ML1167                         *CURRENT SURVEY CONTROL
 ML1167  ______________________________________________________________________
 ML1167* NAD 83(1995) POSITION- 41 06 02.75309(N) 099 53 39.72271(W)   ADJUSTED
 ML1167* NAVD 88 ORTHO HEIGHT -   893.36  (+/-2cm)     2931.0   (feet) VERTCON
 ML1167  ______________________________________________________________________
 ML1167  GEOID HEIGHT    -        -23.024 (meters)                     GEOID18
 ML1167  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 ML1167  HORZ ORDER      -  FIRST
 ML1167  VERT ORDER      -  THIRD ? (See Below)
 ML1167
 ML1167.The horizontal coordinates were established by classical geodetic methods
 ML1167.and adjusted by the National Geodetic Survey in August 1997.
 ML1167
 ML1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1167
 ML1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1167.GEOID18 height accuracy estimate available here.
 ML1167
 ML1167.The vertical order pertains to the NGVD 29 superseded value.
 ML1167
 ML1167.Click photographs - Photos may exist for this station.
 ML1167
 ML1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1167
 ML1167. The following values were computed from the NAD 83(1995) position.
 ML1167
 ML1167;                    North         East     Units Scale Factor Converg.
 ML1167;SPC NE       -   140,723.284   508,871.056   MT  0.99968344   +0 04 12.0
 ML1167;SPC NE       -   461,689.64  1,669,521.12   sFT  0.99968344   +0 04 12.0
 ML1167;UTM  14      - 4,550,328.359   424,896.580   MT  0.99966942   -0 35 16.7
 ML1167
 ML1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1167!SPC NE       -   0.99986350  x   0.99968344  =   0.99954698
 ML1167!UTM  14      -   0.99986350  x   0.99966942  =   0.99953296
 ML1167
 ML1167:                Primary Azimuth Mark                     Grid Az
 ML1167:SPC NE       -  MAY                                      179 36 36.9
 ML1167:UTM  14      -  MAY                                      180 16 05.6
 ML1167
 ML1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2489650328(NAD 83)
 ML1167
 ML1167|---------------------------------------------------------------------|
 ML1167| PID    Reference Object                     Distance      Geod. Az  |
 ML1167|                                                           dddmmss.s |
 ML1167| CN9956 MARY RM 1                            65.864 METERS 01015     |
 ML1167| CN9957 MARY RM 2                            34.558 METERS 11918     |
 ML1167| LH1086 MAY                                 APPROX.14.0 KM 1794048.9 |
 ML1167| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.25.1 KM 1884025.5 |
 ML1167| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.29.7 KM 2281200.5 |
 ML1167| CN9955 MARY AZ MK                                         3415556.4 |
 ML1167|---------------------------------------------------------------------|
 ML1167
 ML1167                          SUPERSEDED SURVEY CONTROL
 ML1167
 ML1167  NAD 83(1986)-  41 06 02.76003(N)    099 53 39.72809(W) AD(       ) 1
 ML1167  NAD 27      -  41 06 02.73000(N)    099 53 38.30500(W) AD(       ) 1
 ML1167  NGVD 29             893.06   (m)         2930.0    (f) LEVELING    3  
 ML1167
 ML1167.Superseded values are not recommended for survey control.
 ML1167
 ML1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1167.See file dsdata.pdf to determine how the superseded data were derived.
 ML1167
 ML1167_MARKER: DS = TRIANGULATION STATION DISK
 ML1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1167_STAMPING: MARY 1934
 ML1167_MARK LOGO: CGS
 ML1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1167+STABILITY: SURFACE MOTION
 ML1167
 ML1167  HISTORY     - Date     Condition        Report By
 ML1167  HISTORY     - 1934     MONUMENTED       CGS
 ML1167  HISTORY     - 1951     GOOD             CGS
 ML1167  HISTORY     - 1978     GOOD             LOCENG
 ML1167
 ML1167                          STATION DESCRIPTION
 ML1167
 ML1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1167'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 13, T.
 ML1167'13 N., R. 23 W., 7 MILES WEST AND 2-1/2 MILES SOUTH OF OCONTO,
 ML1167'CUSTER COUNTY.
 ML1167'
 ML1167'STATION IS REACHED FROM THE RAILROAD STATION IN OCONTO, BY GOING
 ML1167'NORTHWEST ON NEBRASKA HIGHWAY 40 FOR 0.75 MILE, THENCE TURN
 ML1167'LEFT (SOUTHWEST) AT CROSSROADS AND FOLLOW GRAVEL ROAD AND
 ML1167'TELEPHONE POLES WEST FOR 6.3 MILES, THENCE TURN LEFT (SOUTH)
 ML1167'WHERE MAIN ROAD SWERVES RIGHT AND GO 0.65 MILE, THENCE TURN
 ML1167'RIGHT (WEST) AT SCHOOL FOR 1.05 MILES, THENCE TURN LEFT (SOUTH)
 ML1167'AND GO 1.05 MILES TO YELLOW HOUSE (HOME OF FRANK MIDDLETON)
 ML1167'AT SECTION CORNER.  GO SOUTH THROUGH LANE 300 YARDS TO
 ML1167'PASTURE, CONTINUE SOUTHWEST APPROXIMATELY 300 FEET TO STATION
 ML1167'AT EDGE OF RAVINE.
 ML1167'
 ML1167'STATION IS 225 FEET WEST OF NORTH-SOUTH FENCE LINE, 216 FEET
 ML1167'SOUTH OF EAST-WEST FENCE LINE, 12 FEET EAST OF EDGE OF DEEP
 ML1167'RAVINE IN PASTURE BORDERING DEEP ABRUPT RAVINE.
 ML1167'
 ML1167'REFERENCE MARK NO. 1 IS 230 FEET WEST OF INTERSECTION OF
 ML1167'NORTH-SOUTH AND EAST-WEST FENCE LINE, 216.08 FEET NORTH OF
 ML1167'STATION.
 ML1167'
 ML1167'REFERENCE MARK NO. 2 IS 211 FEET WEST OF NORTH-SOUTH FENCE LINE,
 ML1167'80 FEET EAST-NORTHEAST OF EDGE OF RAVINE, 113.43 FEET (34.575
 ML1167'METERS) FROM STATION.
 ML1167'
 ML1167'AZIMUTH MARK IS 0.5 MILE NORTHWEST OF STATION, 15 FEET SOUTH
 ML1167'OF CENTERLINE OF ROAD LEADING WEST FROM J. HALMUTHS HOUSE.
 ML1167'REACHED FROM STATION BY FOLLOWING DESCRIPTION BACK FROM
 ML1167'STATION FOR 0.5 MILE TO JOHN HALMUTHS HOUSE (LARGE WHITE
 ML1167'HOUSE ON LEFT, WEST, OF ROAD).  TURN LEFT ON DIM ROAD AND GO
 ML1167'0.2 MILE TO MARK.
 ML1167'
 ML1167'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 ML1167
 ML1167                          STATION RECOVERY (1951)
 ML1167
 ML1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1167'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ML1167'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ML1167'
 ML1167'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1167'
 ML1167'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-SOUTHWEST OF OCONTO
 ML1167'AND ON THE HIGH POINT OF A RIDGE IN A PASTURE, JUST EAST OF
 ML1167'A DEEP CANYON.  IT IS 215.0 FEET SOUTH OF AN EAST-WEST FENCE
 ML1167'LINE, 10.0 FEET EAST OF WHERE HILL BREAKS OFF SHARP TO THE
 ML1167'WEST AND 4.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6
 ML1167'INCHES AND IS STAMPED MARY 1934.
 ML1167'
 ML1167'REFERENCE MARK NO. 1 IS 230.0 FEET WEST OF A FENCE CORNER AND
 ML1167'SET IN AN EAST-WEST FENCE LINE.  IT IS 8.0 FEET BELOW THE
 ML1167'LEVEL OF THE STATION.  IT PROJECTS 8 INCHES AND IS STAMPED
 ML1167'MARY NO 1 1934.
 ML1167'
 ML1167'REFERENCE MARK NO. 2 IS 260.0 FEET SOUTH OF AN EAST-WEST
 ML1167'FENCE LINE AND 210.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 ML1167'IT IS 8.0 FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS
 ML1167'6 INCHES AND IS STAMPED MARY NO 2 1934.
 ML1167'
 ML1167'THE DISTANCE BETWEEN REFERENCE MARKS IS 271.6 FEET.
 ML1167'
 ML1167'THE AZIMUTH MARK IS 0.15 MILE WEST OF A FARM HOUSE, 1.0 FOOT
 ML1167'EAST OF A WITNESS POST AND SET IN AN EAST-WEST FENCE LINE.
 ML1167'IT IS A STANDARD REFERENCE MARK DISK PROJECTING 10 INCHES
 ML1167'AND STAMPED MARY AZI 1934.
 ML1167'
 ML1167'TO REACH THE STATION FROM THE DEPOT IN OCONTO, GO NORTHWEST
 ML1167'ON STATE HIGHWAY 40 FOR 0.65 MILE TO A CROSSROAD.  TURN LEFT
 ML1167'AND GO WEST AND SOUTHWEST ON A GRAVELED ROAD FOR 6.0 MILES
 ML1167'TO A T INTERSECTION.  TURN LEFT, SOUTH, ON A GRADED ROAD FOR
 ML1167'0.6 MILE TO A T INTERSECTION AND A SCHOOLHOUSE ON THE LEFT.
 ML1167'TURN RIGHT, WEST, ON A GRADED ROAD FOR 1.0 MILE TO A CROSSROAD,
 ML1167'TURN LEFT, SOUTH, ON A GRADED ROAD FOR 0.65 MILE TO A FARM
 ML1167'BUILDINGS ON THE RIGHT.  (TURN RIGHT, WEST, THROUGH FARM YARD
 ML1167'FOR 0.1 MILE TO A FENCE CORNER AT THE WEST EDGE OF THE FARM
 ML1167'YARD.  GO WEST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE
 ML1167'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 ML1167'DESCRIBED.) FROM THE FARM YARD FOLLOW THE GRADED ROAD
 ML1167'SOUTH FOR 0.4 MILE TO A FARM HOUSE ON THE LEFT AND A WIRE
 ML1167'GATE LEADING INTO A PASTURE JUST SOUTHEAST OF THE HOUSE.
 ML1167'GO THROUGH THE GATE AND GO SOUTH AND SOUTHWEST FOR 0.25 MILE
 ML1167'TO THE STATION AT THE HIGH POINT OF THE RIDGE AS
 ML1167'DESCRIBED.
 ML1167
 ML1167                          STATION RECOVERY (1978)
 ML1167
 ML1167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 ML1167'MARY RECOVERED GOOD.
 ML1167'
 ML1167'AZ MK DESTROYED.
 ML1167'
 ML1167'RM NO. 1 RECOVERED GOOD.
 ML1167'
 ML1167'RM NO. 2 RECOVERED GOOD.
 ML1167'
 ML1167'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEE HORIZONTAL CONTROL
 ML1167'DATA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1151 ***********************************************************************
 ML1151  DESIGNATION -  MASON
 ML1151  PID         -  ML1151
 ML1151  STATE/COUNTY-  NE/CUSTER
 ML1151  COUNTRY     -  US
 ML1151  USGS QUAD   -  MASON CITY SE (2017)
 ML1151
 ML1151                         *CURRENT SURVEY CONTROL
 ML1151  ______________________________________________________________________
 ML1151* NAD 83(1995) POSITION- 41 07 29.76096(N) 099 18 07.61624(W)   ADJUSTED
 ML1151* NAVD 88 ORTHO HEIGHT -   753.    (meters)     2470.    (feet) SCALED
 ML1151  ______________________________________________________________________
 ML1151  GEOID HEIGHT    -        -23.642 (meters)                     GEOID18
 ML1151  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 ML1151  HORZ ORDER      -  SECOND
 ML1151
 ML1151.The horizontal coordinates were established by classical geodetic methods
 ML1151.and adjusted by the National Geodetic Survey in August 1997.
 ML1151
 ML1151.The orthometric height was scaled from a topographic map.
 ML1151
 ML1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1151.GEOID18 height accuracy estimate available here.
 ML1151
 ML1151.Click photographs - Photos may exist for this station.
 ML1151
 ML1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1151
 ML1151. The following values were computed from the NAD 83(1995) position.
 ML1151
 ML1151;                    North         East     Units Scale Factor Converg.
 ML1151;SPC NE       -   143,637.562   558,586.263   MT  0.99968056   +0 27 44.9
 ML1151;SPC NE       -   471,250.90  1,832,628.43   sFT  0.99968056   +0 27 44.9
 ML1151;UTM  14      - 4,552,670.003   474,639.635   MT  0.99960792   -0 11 55.3
 ML1151
 ML1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1151!SPC NE       -   0.99988557  x   0.99968056  =   0.99956616
 ML1151!UTM  14      -   0.99988557  x   0.99960792  =   0.99949353
 ML1151
 ML1151:                Primary Azimuth Mark                     Grid Az
 ML1151:SPC NE       -  MASON AZ MK                              182 05 07.6
 ML1151:UTM  14      -  MASON AZ MK                              182 44 47.8
 ML1151
 ML1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7463952670(NAD 83)
 ML1151
 ML1151|---------------------------------------------------------------------|
 ML1151| PID    Reference Object                     Distance      Geod. Az  |
 ML1151|                                                           dddmmss.s |
 ML1151| CN9964 MASON RM 1                           13.128 METERS 00253     |
 ML1151| CN9963 MASON AZ MK                                        1823252.5 |
 ML1151| CN9965 MASON RM 2                           18.961 METERS 28000     |
 ML1151|---------------------------------------------------------------------|
 ML1151
 ML1151                          SUPERSEDED SURVEY CONTROL
 ML1151
 ML1151  NAD 83(1986)-  41 07 29.76815(N)    099 18 07.62027(W) AD(       ) 2
 ML1151  NAD 27      -  41 07 29.73800(N)    099 18 06.27100(W) AD(       ) 2
 ML1151
 ML1151.Superseded values are not recommended for survey control.
 ML1151
 ML1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1151.See file dsdata.pdf to determine how the superseded data were derived.
 ML1151
 ML1151_MARKER: DB = BENCH MARK DISK
 ML1151_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1151_STAMPING: MASON 1949
 ML1151_MARK LOGO: USGS
 ML1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1151
 ML1151  HISTORY     - Date     Condition        Report By
 ML1151  HISTORY     - 1949     MONUMENTED       USGS
 ML1151  HISTORY     - 1951     GOOD             CGS
 ML1151
 ML1151                          STATION DESCRIPTION
 ML1151
 ML1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1151'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-SOUTHWEST OF
 ML1151'LITCHFIELD AND ABOUT 6.5 MILES SOUTH OF MASON CITY ON THE ROAD
 ML1151'RIGHT-OF-WAY, 28 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 ML1151'ROAD.  IT IS A STANDARD USGS BENCH MARK DISK SET IN TOP OF
 ML1151'A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 ML1151'STAMPED MASON 1949.
 ML1151'
 ML1151'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 29 FEET EAST
 ML1151'OF THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT WEST OF A
 ML1151'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MASON NO 1 1951 AND
 ML1151'PROJECTS 4 INCHES.
 ML1151'
 ML1151'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 34 FEET WEST
 ML1151'OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT NORTH OF A WITNESS
 ML1151'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 ML1151'STAMPED MASON NO 2 1951 AND PROJECTS 4 INCHES.
 ML1151'
 ML1151'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.17 FEET.
 ML1151'
 ML1151'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 26 FEET WEST OF
 ML1151'THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT NORTH OF A TELEPHONE
 ML1151'POLE, 1 FOOT NORTHWEST OF A WITNESS POST AND 1 FOOT EAST OF
 ML1151'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MASON 1951 AND PROJECTS
 ML1151'3 INCHES.
 ML1151'
 ML1151'TO REACH THE STATION FROM THE POST OFFICE IN LITCHFIELD, GO
 ML1151'SOUTH FOR 0.2 MILE TO STATE HIGHWAY 2, TURN RIGHT AND GO
 ML1151'NORTHWEST ON STATE HIGHWAY 2 FOR 0.8 MILE TO A FORK.  TAKE
 ML1151'LEFT FORK AND GO WEST FOR 6.0 MILES TO A POINT WHERE MAIN
 ML1151'ROAD CURVES NORTH, CONTINUE WEST ON DIRT ROAD FOR 1.0 MILE
 ML1151'TO A T INTERSECTION, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 ML1151'2.5 MILES TO STATION ON LEFT AS DESCRIBED.  CONTINUE SOUTH
 ML1151'FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 ML1151'
 ML1151'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1120 ***********************************************************************
 LH1120  DESIGNATION -  MASON
 LH1120  PID         -  LH1120
 LH1120  STATE/COUNTY-  NE/ADAMS
 LH1120  COUNTRY     -  US
 LH1120  USGS QUAD   -  HASTINGS WEST (2017)
 LH1120
 LH1120                         *CURRENT SURVEY CONTROL
 LH1120  ______________________________________________________________________
 LH1120* NAD 83(1995) POSITION- 40 35 06.87849(N) 098 28 11.55000(W)   ADJUSTED
 LH1120* NAVD 88 ORTHO HEIGHT -   605.90  (+/-2cm)     1987.9   (feet) VERTCON
 LH1120  ______________________________________________________________________
 LH1120  GEOID HEIGHT    -        -25.233 (meters)                     GEOID18
 LH1120  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LH1120  HORZ ORDER      -  FIRST
 LH1120  VERT ORDER      -  THIRD ? (See Below)
 LH1120
 LH1120.The horizontal coordinates were established by classical geodetic methods
 LH1120.and adjusted by the National Geodetic Survey in August 1997.
 LH1120
 LH1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1120
 LH1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1120.GEOID18 height accuracy estimate available here.
 LH1120
 LH1120.The vertical order pertains to the NGVD 29 superseded value.
 LH1120
 LH1120.Click photographs - Photos may exist for this station.
 LH1120
 LH1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1120
 LH1120. The following values were computed from the NAD 83(1995) position.
 LH1120
 LH1120;                    North         East     Units Scale Factor Converg.
 LH1120;SPC NE       -    84,630.410   629,506.544   MT  0.99978656   +1 00 50.4
 LH1120;SPC NE       -   277,658.27  2,065,306.05   sFT  0.99978656   +1 00 50.4
 LH1120;UTM  14      - 4,492,851.901   544,862.728   MT  0.99962477   +0 20 41.6
 LH1120
 LH1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1120!SPC NE       -   0.99990892  x   0.99978656  =   0.99969550
 LH1120!UTM  14      -   0.99990892  x   0.99962477  =   0.99953372
 LH1120
 LH1120:                Primary Azimuth Mark                     Grid Az
 LH1120:SPC NE       -  INGLESIDE STATE HOSPITAL STANDPIPE       092 00 29.3
 LH1120:UTM  14      -  INGLESIDE STATE HOSPITAL STANDPIPE       092 40 38.1
 LH1120
 LH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4486292851(NAD 83)
 LH1120
 LH1120|---------------------------------------------------------------------|
 LH1120| PID    Reference Object                     Distance      Geod. Az  |
 LH1120|                                                           dddmmss.s |
 LH1120| LH1146 DONIPHAN CHIMNEY                    APPROX.23.0 KM 0215330.7 |
 LH1120| LH1121 HASTINGS STANDPIPE                  APPROX. 7.0 KM 0775622.5 |
 LH1120| LH1126 HASTINGS SCHOOLHOUSE DOME POLE      APPROX. 6.9 KM 0824638.9 |
 LH1120| LH1124 HASTINGS PRESBYTERIAN CH SPIRE      APPROX. 6.7 KM 0854423.7 |
 LH1120| LH1129 HASTINGS COURTHOUSE CUPOLA          APPROX. 6.8 KM 0884426.0 |
 LH1120| LH1125 INGLESIDE STATE HOSPITAL STANDPIPE  APPROX. 2.5 KM 0930119.7 |
 LH1120| LH1128 HASTINGS ASYLUM APEX NEW BLDG       APPROX. 2.5 KM 0934453.9 |
 LH1120| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.28.1 KM 1763627.9 |
 LH1120| LH1188 BLUE HILL SCHOOLHOUSE CUPOLA        APPROX.28.5 KM 1763748.5 |
 LH1120| LH1255 WHITE SPIRE                         APPROX.14.7 KM 2464250.2 |
 LH1120| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX. 2.7 KM 2774812.4 |
 LH1120|---------------------------------------------------------------------|
 LH1120
 LH1120                          SUPERSEDED SURVEY CONTROL
 LH1120
 LH1120  NAD 83(1986)-  40 35 06.88585(N)    098 28 11.54982(W) AD(       ) 1
 LH1120  NAD 27      -  40 35 06.82900(N)    098 28 10.32900(W) AD(       ) 1
 LH1120  USSD        -  40 35 06.88900(N)    098 28 10.32500(W) AD(       ) 3
 LH1120  NGVD 29             605.67   (m)         1987.1    (f) LEVELING    3  
 LH1120
 LH1120.Superseded values are not recommended for survey control.
 LH1120
 LH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1120.See file dsdata.pdf to determine how the superseded data were derived.
 LH1120
 LH1120_MARKER: V = STONE MONUMENT
 LH1120_SETTING: 0 = UNSPECIFIED SETTING
 LH1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1120
 LH1120  HISTORY     - Date     Condition        Report By
 LH1120  HISTORY     - 1898     MONUMENTED       CGS
 LH1120  HISTORY     - 1934     GOOD             NEGS
 LH1120  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1120  HISTORY     - 1951     GOOD             CGS
 LH1120
 LH1120                          STATION DESCRIPTION
 LH1120
 LH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1120'THIS STATION IS IN THE SE. 1/4 OF THE SW. 1/4 SEC. 8, T.
 LH1120'7 N., R. 10 W., 2 MILES EAST OF JUNIATA, ON LAND OWNED BY
 LH1120'STEPHEN MASON, OF HASTINGS.  THE BEARINGS AND DISTANCES
 LH1120'TO CERTAIN POINTS ARE- TO SCHOOLHOUSE IN JUNIATA,
 LH1120'N 82 DEG 12 MIN W, TO THE STANDPIPE AT THE ASYLUM, NEAR HASTINGS,
 LH1120'S 86 DEG 59 MIN E, TO THE CHIMNEY AT THE EAST END OF
 LH1120'MR. MASONS HOUSE, S 0 DEG 30 MIN E, TO THE WINDMILL NEAR THE
 LH1120'HOUSE, S 2 DEG 13 MIN W, TO THE FENCE CORNER, 495 FEET,
 LH1120'TO THE NORTH SIDE OF MR. MASONS HOUSE, 750 FEET, AND TO THE
 LH1120'CENTER OF THE ROAD, 935 FEET.  A STONE JUG, WITH THE CENTER
 LH1120'OF ITS TOP SERVING AS REFERENCE POINT, WAS BURIED 1 FOOT
 LH1120'BELOW THE SURFACE OF THE GROUND 1.45 FEET DUE SOUTH FROM THE
 LH1120'STATION, 2 FEET NORTH OF THE STATION MARK A 4 BY 6 PINE STUB
 LH1120'PROJECTING 2 FEET ABOVE THE GROUND WAS SET TO PROTECT THE
 LH1120'STATION MARK AGAINST INJURY.  SURFACE MARK IS A MARBLE
 LH1120'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 LH1120'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 LH1120'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT
 LH1120'IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED
 LH1120'ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND
 LH1120'WITH A SMALL DRILL HOLE IN THE BOTTOM.
 LH1120
 LH1120                          STATION RECOVERY (1934)
 LH1120
 LH1120'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1120'STATION RECOVERED.  DESCRIPTION SHOULD BE REVISED AS FOLLOWS-
 LH1120'THE OLD MASON HOME WAS BURNED, AND A NEW ONE STANDS NEAR
 LH1120'THE SITE OF THE OLD ONE.  THE WINDMILL, ALSO, HAS BEEN MOVED
 LH1120'AND IS NOW IN A NEW LOCATION.  NORTH OF THE CENTER LINE
 LH1120'OF THE ROAD, A BROWN STONE JUG WAS FOUND 12 INCHES BELOW THE
 LH1120'SURFACE OF THE GROUND.  A BROWN STONE MILK CROCK, THE
 LH1120'TRIANGULATION STATION MARKER, WAS FOUND 1.5 FEET NORTH OF
 LH1120'JUG AND AT DEPTH OF 3.5 FEET.  THE MARBLE POST HAD BEEN
 LH1120'DUG OUT AND WAS FOUND AT THE HOUSE, THREE-QUARTERS OF ITS
 LH1120'TOP HAD BEEN BROKEN OFF BY A PLOW.  THE REMAINING SECTION
 LH1120'BORE THE LETTER U.  THE FOUNDATION AND WELL PIT OF THE OLD
 LH1120'HOUSE STILL SERVE AS TIES TO THE STATION.  STATION LOWERED
 LH1120'TO A DEPTH OF 4 FEET BELOW GROUND, AND A NEW SURFACE
 LH1120'MARKER, A 6- BY 6-BY 31-INCH CONCRETE POST WITH SPECIAL
 LH1120'BRONZE DISK, WAS CENTERED OVER THE TRIANGULATION POINT.
 LH1120'SURFACE AND UNDERGROUND MARKS WERE FIRMLY SET IN
 LH1120'CONCRETE, WITH CONCRETE PLACED AROUND TOP OF THE SURFACE
 LH1120'MARK, WHICH WAS 12 INCHES BELOW THE SURFACE.  THE
 LH1120'EARTHENWARE JUG, FOUND 9 INCHES BELOW SURFACE INSTEAD
 LH1120'OF ORIGINAL 12 INCHES, IS 14.5 FEET SOUTH OF THE
 LH1120'STATION.  THIS JUG IS ALSO CONCRETED AROUND TOP.  ADDITIONAL
 LH1120'TIES- 867.5 FEET EAST OF WEST LINE OF E. 1/2 SW. 1/4
 LH1120'SEC, 8, 778 FEET NORTH OF NORTHWEST CORNER OF MAIN PART
 LH1120'OF HOUSE OWNED BY DRICK CORNELIUS.
 LH1120
 LH1120                          STATION RECOVERY (1935)
 LH1120
 LH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1120'THE STATION WAS NOT RECOVERED.  THE PRESENT OWNER OF THE
 LH1120'LAND WHERE THE STATION WAS LOCATED STATED THAT A PARTY
 LH1120'OF MEN CAME TO HIS FARM ABOUT TWO YEARS AGO AND DUG IN HIS
 LH1120'FIELD AND FOUND A JUG.  THEY REPLACED THIS JUG BY A CONCRETE
 LH1120'SUBSURFACE MARK BUT DID NOT SET ANY REFERENCE MARKS.  THE STONE
 LH1120'USED FOR THE ORIGINAL SURFACE MARK IS NOW USED FOR A DOORSTEP
 LH1120'OF THE LAND OWNERS HOUSE.  ACCORDING TO HIM THAT STONE
 LH1120'WAS IN ITS PRESENT POSITION WHEN HE MOVED ON THE PLACE ABOUT
 LH1120'NINE YEARS AGO.  IT IS NOT KNOWN WHETHER THE CONCRETE MARK
 LH1120'NOW IN PLACE MARKS THE POSITION OF THE STATION OR THAT OF
 LH1120'THE STONE JUG REFERENCE MARK MENTIONED IN THE ORIGINAL
 LH1120'DESCRIPTION.
 LH1120
 LH1120                          STATION RECOVERY (1951)
 LH1120
 LH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1120'THE STATION WAS RECOVERED THROUGH A TRAVERSE CONNECTION
 LH1120'TO MASON 2 AND WAS FOUND TO BE IN GOOD CONDITION.
 LH1120'
 LH1120'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1120'
 LH1120'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF THE INGLESIDE,
 LH1120'NEBRASKA STATE HOSPITAL IN A CULTIVATED FIELD ON THE HIGHEST
 LH1120'POINT OF A HILL 196.742 METERS NORTH OF MASON 2.  IT IS A USC AND
 LH1120'GS AND STATE SURVEY DISK SET IN A MASS OF CONCRETE 1 FOOT
 LH1120'BELOW THE GROUND SURFACE.  THERE IS NO STAMPING ON THE MARK.
 LH1120'
 LH1120'A STONE CROOK BURIED BOTTOM SIDE UP WITH A SMALL DRILL HOLE
 LH1120'IN THE CENTER WAS FOUND 1.5 FEET SOUTH OF THE STATION.
 LH1120'
 LH1120'TO REACH THE STATION FROM THE RAILROAD STATION JUST SOUTH
 LH1120'OF THE INGLESIDE, NEBRASKA STATE HOSPITAL, GO WEST ON GRAVELED
 LH1120'ROAD FOR 1.5 MILES TO A FARMYARD ON RIGHT.  MASON 2 IS 74
 LH1120'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE AND MASON IS
 LH1120'IN THE FIELD NORTH AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1127 ***********************************************************************
 LH1127  DESIGNATION -  MASON 2
 LH1127  PID         -  LH1127
 LH1127  STATE/COUNTY-  NE/ADAMS
 LH1127  COUNTRY     -  US
 LH1127  USGS QUAD   -  HASTINGS WEST (2017)
 LH1127
 LH1127                         *CURRENT SURVEY CONTROL
 LH1127  ______________________________________________________________________
 LH1127* NAD 83(1995) POSITION- 40 35 00.50071(N) 098 28 11.64295(W)   ADJUSTED
 LH1127* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 LH1127  ______________________________________________________________________
 LH1127  GEOID HEIGHT    -        -25.235 (meters)                     GEOID18
 LH1127  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 LH1127  HORZ ORDER      -  SECOND
 LH1127
 LH1127.The horizontal coordinates were established by classical geodetic methods
 LH1127.and adjusted by the National Geodetic Survey in August 1997.
 LH1127
 LH1127.The orthometric height was scaled from a topographic map.
 LH1127
 LH1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1127.GEOID18 height accuracy estimate available here.
 LH1127
 LH1127.Click photographs - Photos may exist for this station.
 LH1127
 LH1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1127
 LH1127. The following values were computed from the NAD 83(1995) position.
 LH1127
 LH1127;                    North         East     Units Scale Factor Converg.
 LH1127;SPC NE       -    84,433.714   629,507.840   MT  0.99978705   +1 00 50.4
 LH1127;SPC NE       -   277,012.94  2,065,310.31   sFT  0.99978705   +1 00 50.4
 LH1127;UTM  14      - 4,492,655.236   544,861.727   MT  0.99962477   +0 20 41.5
 LH1127
 LH1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1127!SPC NE       -   0.99991875  x   0.99978705  =   0.99970582
 LH1127!UTM  14      -   0.99991875  x   0.99962477  =   0.99954355
 LH1127
 LH1127:                Primary Azimuth Mark                     Grid Az
 LH1127:SPC NE       -  MASON 2 AZ MK                            096 36 44.7
 LH1127:UTM  14      -  MASON 2 AZ MK                            097 16 53.6
 LH1127
 LH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4486192655(NAD 83)
 LH1127
 LH1127|---------------------------------------------------------------------|
 LH1127| PID    Reference Object                     Distance      Geod. Az  |
 LH1127|                                                           dddmmss.s |
 LH1127| CN9958 MASON 2 AZ MK                                      0973735.1 |
 LH1127| CN9959 MASON 2 RM 1                         18.362 METERS 11247     |
 LH1127| CN9961 MASON 2 RM 3                         96.048 METERS 14618     |
 LH1127| CN9962 MASON 2 RM 4                         75.615 METERS 17858     |
 LH1127| CN9960 MASON 2 RM 2                          5.468 METERS 19944     |
 LH1127| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX. 2.7 KM 2815301.5 |
 LH1127|---------------------------------------------------------------------|
 LH1127
 LH1127                          SUPERSEDED SURVEY CONTROL
 LH1127
 LH1127  NAD 83(1986)-  40 35 00.50831(N)    098 28 11.64278(W) AD(       ) 2
 LH1127  NAD 27      -  40 35 00.45100(N)    098 28 10.42200(W) AD(       ) 2
 LH1127
 LH1127.Superseded values are not recommended for survey control.
 LH1127
 LH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1127.See file dsdata.pdf to determine how the superseded data were derived.
 LH1127
 LH1127_MARKER: DS = TRIANGULATION STATION DISK
 LH1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1127_STAMPING: MASON 2 1951
 LH1127_MARK LOGO: CGS
 LH1127_PROJECTION: RECESSED 38 CENTIMETERS
 LH1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1127+STABILITY: SURFACE MOTION
 LH1127
 LH1127  HISTORY     - Date     Condition        Report By
 LH1127  HISTORY     - 1951     MONUMENTED       CGS
 LH1127  HISTORY     - 1969     GOOD             CGS
 LH1127
 LH1127                          STATION DESCRIPTION
 LH1127
 LH1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1127'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF THE INGLESIDE,
 LH1127'NEBRASKA STATE HOSPITAL IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LH1127'74 FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE AND 26 FEET
 LH1127'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MASON 2 1951
 LH1127'AND IS 15 INCHES BELOW THE GROUND SURFACE.
 LH1127'
 LH1127'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF FARMYARD, 62
 LH1127'FEET NORTHEAST OF THE NORTHEAST CORNER OF GARAGE, 3 FEET SOUTH OF
 LH1127'A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 LH1127'IS STAMPED MASON 2 NO 1 1951 AND PROJECTS 2 INCHES.
 LH1127'
 LH1127'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LH1127'64 FEET WEST OF A FENCE CORNER, 10 FEET NORTH OF AN EAST-WEST
 LH1127'FENCE LINE AND 1 FOOT SOUTHWEST OF A WITNESS POST.  IT IS STAMPED
 LH1127'MASON 2 NO 2 1951 AND PROJECTS 2 INCHES.
 LH1127'
 LH1127'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 32 FEET SOUTH OF
 LH1127'CENTER OF AN EAST-WEST ROAD, 8 FEET WEST OF THE CENTER OF A
 LH1127'DRIVEWAY INTO FARMYARD, 3 FEET EAST OF A WITNESS POST AND 1 FOOT
 LH1127'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MASON 2 1951 AND
 LH1127'PROJECTS 2 INCHES.
 LH1127'
 LH1127'TO REACH THE STATION FROM THE RAILROAD DEPOT JUST SOUTH OF THE
 LH1127'INGLESIDE, NEBRASKA STATE HOSPITAL, GO WEST ON GRAVELED ROAD FOR
 LH1127'1.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 LH1127'WEST FOR 0.4 MILE TO A FARMYARD ON RIGHT AND STATION JUST NORTH
 LH1127'OF GARAGE AS DESCRIBED.
 LH1127'
 LH1127'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LH1127
 LH1127                          STATION RECOVERY (1969)
 LH1127
 LH1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1127'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 LH1127'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 LH1127'DISPLACED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT
 LH1127'RECOVERED AND ASSUMED THE MARK WAS DESTROYED BY CLEARING
 LH1127'OPERATIONS.  THE OLD FARM BUILDINGS AT THE STATION SITE
 LH1127'HAVE BEEN REMOVED AND REFERENCE MARKS WERE DESTROYED DURING
 LH1127'GRADEING OPERATIONS.
 LH1127'
 LH1127'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1127'
 LH1127'THE DIRECTION BETWEEN THE JUNIATA PUBLIC SCHOOL BELFRY 1947
 LH1127'AND THE AZIMUTH MARK FAILED TO CHECK BY 11.1 SECONDS.
 LH1127'
 LH1127'FOLLOWING IS A COMPLETE DESCRIPTION.
 LH1127'
 LH1127'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SOUTH
 LH1127'SIDE OF THE NEBRASKA STATE HOSPITAL IN THE VILLAGE OF ENGLESIDE,
 LH1127'GO WEST ON A GRAVELED ROAD ALONG THE SOUTH SIDE OF RAILROAD
 LH1127'TRACKS FOR 1.1 MILES TO FARM BUILDINGS AND THE AZIMUTH MARK
 LH1127'ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4
 LH1127'MILE TO A FIELD APPROACH AND THE STATION ON THE RIGHT.
 LH1127'
 LH1127'STATION MARK, A STANDARD DISK STAMPED MASON 2 1951, IS SET
 LH1127'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES
 LH1127'BELOW THE SURFACE OF THE GROUND.  IT IS 289 FEET NORTH OF THE
 LH1127'CENTER OF THE EAST-WEST ROAD.  THE UNDERGROUND MARK WAS
 LH1127'NOT INSPECTED.
 LH1127'
 LH1127'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MASON 2 1951
 LH1127'NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 LH1127'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 123
 LH1127'FEET EAST OF THE CENTER OF A FIELD APPROACH, 25 FEET NORTH
 LH1127'OF THE CENTER OF THE EAST-WEST ROAD, AND 1 FOOT WEST OF A
 LH1127'METAL WITNESS POST.
 LH1127'
 LH1127'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MASON 2 1951
 LH1127'NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LH1127'PROJECTS 5 INCHES.  IT IS 42 FEET WEST OF THE CENTER OF THE
 LH1127'FIELD APPROACH, 41 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 LH1127'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LH1127'
 LH1127'AZIMUTH MARK, A STANDARD DISK STAMPED MASON 2 1951, IS
 LH1127'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 LH1127'INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LH1127'ROAD AND 8 FEET WEST OF THE CENTER OF A DRIVEWAY.
 LH1127'
 LH1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/4
 LH1127'MILE WEST OF INGLESIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1150 ***********************************************************************
 ML1150  DESIGNATION -  MASON CITY MUNICIPAL STANDPIPE
 ML1150  PID         -  ML1150
 ML1150  STATE/COUNTY-  NE/CUSTER
 ML1150  COUNTRY     -  US
 ML1150  USGS QUAD   -  MASON CITY (2017)
 ML1150
 ML1150                         *CURRENT SURVEY CONTROL
 ML1150  ______________________________________________________________________
 ML1150* NAD 83(1995) POSITION- 41 13 15.83666(N) 099 18 07.53238(W)   ADJUSTED
 ML1150  ______________________________________________________________________
 ML1150  GEOID HEIGHT    -        -23.557 (meters)                     GEOID18
 ML1150  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 ML1150  HORZ ORDER      -  THIRD
 ML1150
 ML1150.The horizontal coordinates were established by classical geodetic methods
 ML1150.and adjusted by the National Geodetic Survey in August 1997.
 ML1150
 ML1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1150.GEOID18 height accuracy estimate available here.
 ML1150
 ML1150.Click photographs - Photos may exist for this station.
 ML1150
 ML1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1150
 ML1150. The following values were computed from the NAD 83(1995) position.
 ML1150
 ML1150;                    North         East     Units Scale Factor Converg.
 ML1150;SPC NE       -   154,309.937   558,502.068   MT  0.99967088   +0 27 45.0
 ML1150;SPC NE       -   506,265.18  1,832,352.20   sFT  0.99967088   +0 27 45.0
 ML1150;UTM  14      - 4,563,341.917   474,678.634   MT  0.99960789   -0 11 56.7
 ML1150
 ML1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7467863341(NAD 83)
 ML1150
 ML1150                          SUPERSEDED SURVEY CONTROL
 ML1150
 ML1150  NAD 83(1986)-  41 13 15.84427(N)    099 18 07.53625(W) AD(       ) 3
 ML1150  NAD 27      -  41 13 15.81400(N)    099 18 06.18400(W) AD(       ) 3
 ML1150
 ML1150.Superseded values are not recommended for survey control.
 ML1150
 ML1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1150.See file dsdata.pdf to determine how the superseded data were derived.
 ML1150
 ML1150_MARKER: 52 = STANDPIPE TANK
 ML1150
 ML1150  HISTORY     - Date     Condition        Report By
 ML1150  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1150  HISTORY     - 1951     GOOD             CGS
 ML1150  HISTORY     - 19861007 GOOD             NGS
 ML1150
 ML1150                          STATION DESCRIPTION
 ML1150
 ML1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1150'THE STATION IS LOCATED IN THE SOUTHWEST PART OF MASON CITY AND
 ML1150'85 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD.
 ML1150'
 ML1150'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A CONICAL SHAPED ROOF.
 ML1150'THE OVERALL HEIGHT IS 35 FEET.
 ML1150'
 ML1150'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 ML1150
 ML1150                          STATION RECOVERY (1951)
 ML1150
 ML1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1150'RECOVERED IN GOOD CONDITION.
 ML1150
 ML1150                          STATION RECOVERY (1986)
 ML1150
 ML1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ML1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0468 ***********************************************************************
 LJ0468  DESIGNATION -  MASSACRE
 LJ0468  PID         -  LJ0468
 LJ0468  STATE/COUNTY-  NE/HITCHCOCK
 LJ0468  COUNTRY     -  US
 LJ0468  USGS QUAD   -  CULBERTSON NW (2017)
 LJ0468
 LJ0468                         *CURRENT SURVEY CONTROL
 LJ0468  ______________________________________________________________________
 LJ0468* NAD 83(1995) POSITION- 40 13 10.73904(N) 100 57 59.00991(W)   ADJUSTED
 LJ0468* NAVD 88 ORTHO HEIGHT -   865.58  (+/-2cm)     2839.8   (feet) VERTCON
 LJ0468  ______________________________________________________________________
 LJ0468  GEOID HEIGHT    -        -23.602 (meters)                     GEOID18
 LJ0468  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 LJ0468  HORZ ORDER      -  FIRST
 LJ0468  VERT ORDER      -  THIRD ? (See Below)
 LJ0468
 LJ0468.The horizontal coordinates were established by classical geodetic methods
 LJ0468.and adjusted by the National Geodetic Survey in August 1997.
 LJ0468
 LJ0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0468
 LJ0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0468.GEOID18 height accuracy estimate available here.
 LJ0468
 LJ0468.The vertical order pertains to the NGVD 29 superseded value.
 LJ0468
 LJ0468.Click photographs - Photos may exist for this station.
 LJ0468
 LJ0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0468
 LJ0468. The following values were computed from the NAD 83(1995) position.
 LJ0468
 LJ0468;                    North         East     Units Scale Factor Converg.
 LJ0468;SPC NE       -    43,353.945   417,750.401   MT  0.99990793   -0 38 25.5
 LJ0468;SPC NE       -   142,237.07  1,370,569.44   sFT  0.99990793   -0 38 25.5
 LJ0468;UTM  14      - 4,453,991.017   332,682.924   MT  0.99994463   -1 16 12.1
 LJ0468
 LJ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0468!SPC NE       -   0.99986793  x   0.99990793  =   0.99977588
 LJ0468!UTM  14      -   0.99986793  x   0.99994463  =   0.99981257
 LJ0468
 LJ0468:                Primary Azimuth Mark                     Grid Az
 LJ0468:SPC NE       -  MASSACRE AZ MK                           183 26 56.4
 LJ0468:UTM  14      -  MASSACRE AZ MK                           184 04 43.0
 LJ0468
 LJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3268253991(NAD 83)
 LJ0468
 LJ0468|---------------------------------------------------------------------|
 LJ0468| PID    Reference Object                     Distance      Geod. Az  |
 LJ0468|                                                           dddmmss.s |
 LJ0468| CN9967 MASSACRE RM 1                        34.216 METERS 04215     |
 LJ0468| CN9966 MASSACRE AZ MK                                     1824830.9 |
 LJ0468| CN9968 MASSACRE RM 2                        39.320 METERS 28237     |
 LJ0468|---------------------------------------------------------------------|
 LJ0468
 LJ0468                          SUPERSEDED SURVEY CONTROL
 LJ0468
 LJ0468  NAD 83(1986)-  40 13 10.74123(N)    100 57 59.01618(W) AD(       ) 1
 LJ0468  NAD 27      -  40 13 10.75400(N)    100 57 57.43900(W) AD(       ) 1
 LJ0468  NGVD 29             865.25   (m)         2838.7    (f) LEVELING    3  
 LJ0468
 LJ0468.Superseded values are not recommended for survey control.
 LJ0468
 LJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0468.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0468
 LJ0468_MARKER: DS = TRIANGULATION STATION DISK
 LJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0468_STAMPING: MASSACRE 1935
 LJ0468_MARK LOGO: CGS
 LJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0468+STABILITY: SURFACE MOTION
 LJ0468
 LJ0468  HISTORY     - Date     Condition        Report By
 LJ0468  HISTORY     - 1935     MONUMENTED       CGS
 LJ0468  HISTORY     - 1950     GOOD             CGS
 LJ0468  HISTORY     - 1980     MARK NOT FOUND   USACE
 LJ0468
 LJ0468                          STATION DESCRIPTION
 LJ0468
 LJ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0468'THE STATION IS LOCATED ON A LOCAL KNOLL IN A WASTE AREA, BETWEEN
 LJ0468'A CURVE TO THE EAST IN NEBRASKA HIGHWAY 3, WHERE IT TURNS EAST
 LJ0468'AFTER GOING NORTH FROM A POINT 2.5 MILES EAST OF THE TOWN OF
 LJ0468'TRENTON, NEBRASKA, AND A GRADED T-ROAD INTERSECTION STEM, EAST.
 LJ0468'IT IS 7 MILES WEST AND 1 MILE SOUTH OF CULBERTSON, NEBRASKA,
 LJ0468'1.75 MILES NORTH OF THE MASSACRE CANYON NATIONAL MONUMENT, 1.0
 LJ0468'MILE NORTHEAST OF MASSACRE CANYON, 2.0 MILES NORTH AND 2.5
 LJ0468'MILES EAST OF TRENTON, NEBRASKA, IN THE NORTHWEST CORNER OF
 LJ0468'SEC. 20, T. 3 N., R. 32 W.,
 LJ0468'
 LJ0468'THE STATION MARK LIES 106 FEET NORTHWEST OF THE CENTERLINE
 LJ0468'OF THE CENTER OF THE CURVE OF STATE HIGHWAY 3, 46 FEET SOUTH
 LJ0468'OF THE CENTERLINE OF THE EAST-WEST GRADED SECTION-LINE ROAD,
 LJ0468'82 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH GRADED ROAD,
 LJ0468'128 FEET EAST-SOUTHEAST OF A LONE NORTHEAST FENCE CORNER, 100
 LJ0468'FEET SOUTHEAST OF A LONE SOUTHWEST FENCE CORNER, AND
 LJ0468'APPROXIMATELY 200 YARDS NORTHWEST OF A LARGE GROUP OF FARM
 LJ0468'BUILDINGS IN THE SOUTHEAST ANGLE OF THE CURVE OF STATE
 LJ0468'HIGHWAY 3.  IT PROJECTS 6 INCHES.
 LJ0468'
 LJ0468'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION,
 LJ0468'33 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST GRADED ROAD
 LJ0468'(STEM OF GRADED T), 1.2 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LJ0468'(NORTH GRADED ROAD RIGHT-OF-WAY FENCE), AND 129 FEET EAST OF A
 LJ0468'LONE SOUTHWEST FENCE CORNER (CORNER ON EAST SIDE OF NORTH-SOUTH
 LJ0468'GRADED ROAD).  IT PROJECTS 6 INCHES.
 LJ0468'
 LJ0468'REFERENCE MARK NO. 2 LIES WEST OF WEST-NORTHWEST OF
 LJ0468'THE STATION, 43 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 LJ0468'GRADED ROAD, 3 FEET NORTH OF A LONE NORTHEAST FENCE CORNER ON
 LJ0468'THE WEST SIDE OF THE GRADED NORTH-SOUTH ROAD, AND 25 FEET SOUTH
 LJ0468'OF THE CENTERLINE OF A PLAIN EAST-WEST TRACK ROAD.  IT PROJECTS
 LJ0468'4 INCHES.
 LJ0468'
 LJ0468'THE AZIMUTH MARK LIES SOUTH OF THE STATION, 1 FOOT
 LJ0468'EAST OF THE WEST RIGHT-OF-WAY FENCE OF HIGHWAY 3, AND 23.2 FEET
 LJ0468'NORTH-NORTHEAST OF THE CENTER POST OF A FENCE T-INTERSECTION
 LJ0468'STEM WEST, 32 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 3.
 LJ0468'IT PROJECTS 6 INCHES.
 LJ0468'
 LJ0468'THE STATION MAY BE REACHED FROM THE HIGHWAY FORK EAST OF TRENTON,
 LJ0468'NEBRASKA BY DRIVING EAST ON STATE HIGHWAY 3 FOR 2.5 MILES TO
 LJ0468'A POINT WHERE THE HIGHWAY TURNS NORTH, TURN NORTH, KEEPING
 LJ0468'STATE HIGHWAY 3, GO 1.5 MILES TO THE TOP OF THE GRADE (THE
 LJ0468'AZIMUTH MARK IS WEST OF THE ROAD AT THIS POINT).  CONTINUE NORTH
 LJ0468'0.5 MILE TO A POINT WHERE STATE HIGHWAY 3 TURNS EAST (THERE
 LJ0468'IS A GRADED SECTION-LINE ROAD T-INTERSECTION STEM EAST JUST
 LJ0468'NORTH OF THIS POINT).  THE STATION IS IN THE WASTE AREA LEFT
 LJ0468'BY THE CURVE OF STATE HIGHWAY 3 AND THE GRADED ROAD T.
 LJ0468'
 LJ0468'AN 8-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0468
 LJ0468                          STATION RECOVERY (1950)
 LJ0468
 LJ0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LJ0468'STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 LJ0468'ALL RECOVERED AND FOUND IN GOOD CONDITION.  THEY WERE ADEQUATELY
 LJ0468'DESCRIBED.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS GOOD
 LJ0468'EXCEPT THAT THE HIGHWAY IS NOW U.S. HIGHWAY 34 INSTEAD OF
 LJ0468'STATE ROUTE 3, AND IT TURNS TO THE E ABOUT 1.0 MILE S OF THE
 LJ0468'STATION INSTEAD OF PASSING BY IT NOW.
 LJ0468
 LJ0468                          STATION RECOVERY (1980)
 LJ0468
 LJ0468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1980 (MCB)
 LJ0468'DESTROYED.
 LJ0468'
 LJ0468'DISTANCE AND DIRECTION FROM NEAREST TOWN--CULVERTSON 1 MILE S. AND
 LJ0468'7 MILES E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0495 ***********************************************************************
 MK0495  DESIGNATION -  MASTERS
 MK0495  PID         -  MK0495
 MK0495  STATE/COUNTY-  NE/WASHINGTON
 MK0495  COUNTRY     -  US
 MK0495  USGS QUAD   -  ARLINGTON (2017)
 MK0495
 MK0495                         *CURRENT SURVEY CONTROL
 MK0495  ______________________________________________________________________
 MK0495* NAD 83(1995) POSITION- 41 25 54.10359(N) 096 19 36.99939(W)   ADJUSTED
 MK0495* NAVD 88 ORTHO HEIGHT -   395.330 (meters)     1297.01  (feet) ADJUSTED
 MK0495  ______________________________________________________________________
 MK0495  GEOID HEIGHT    -        -27.599 (meters)                     GEOID18
 MK0495  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 MK0495  DYNAMIC HEIGHT  -        395.146 (meters)     1296.41  (feet) COMP
 MK0495  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 MK0495
 MK0495  HORZ ORDER      -  FIRST
 MK0495  VERT ORDER      -  SECOND    CLASS 0
 MK0495
 MK0495.The horizontal coordinates were established by classical geodetic methods
 MK0495.and adjusted by the National Geodetic Survey in August 1997.
 MK0495
 MK0495.The orthometric height was determined by differential leveling and
 MK0495.adjusted by the NATIONAL GEODETIC SURVEY
 MK0495.in June 1991.
 MK0495
 MK0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0495.GEOID18 height accuracy estimate available here.
 MK0495
 MK0495.Click photographs - Photos may exist for this station.
 MK0495
 MK0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0495
 MK0495.The dynamic height is computed by dividing the NAVD 88
 MK0495.geopotential number by the normal gravity value computed on the
 MK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0495.degrees latitude (g = 980.6199 gals.).
 MK0495
 MK0495.The modeled gravity was interpolated from observed gravity values.
 MK0495
 MK0495. The following values were computed from the NAD 83(1995) position.
 MK0495
 MK0495;                    North         East     Units Scale Factor Converg.
 MK0495;SPC NE       -   183,976.720   806,811.241   MT  0.99965943   +2 26 02.8
 MK0495;SPC NE       -   603,596.96  2,647,013.21   sFT  0.99965943   +2 26 02.8
 MK0495;UTM  14      - 4,590,130.040   723,345.112   MT  1.00021393   +1 46 10.4
 MK0495
 MK0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0495!SPC NE       -   0.99994232  x   0.99965943  =   0.99960177
 MK0495!UTM  14      -   0.99994232  x   1.00021393  =   1.00015624
 MK0495
 MK0495:                Primary Azimuth Mark                     Grid Az
 MK0495:SPC NE       -  MASTERS AZ MK                            101 36 18.6
 MK0495:UTM  14      -  MASTERS AZ MK                            102 16 11.0
 MK0495
 MK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2334590130(NAD 83)
 MK0495
 MK0495|---------------------------------------------------------------------|
 MK0495| PID    Reference Object                     Distance      Geod. Az  |
 MK0495|                                                           dddmmss.s |
 MK0495| CL7444 MASTERS AZ MK                                      1040221.4 |
 MK0495| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX. 1.5 KM 1161749.7 |
 MK0495| MK0496 MASTERS RM 1                        121.615 METERS 17025     |
 MK0495| MK2057 FREMONT ELEVATOR COMPANY            APPROX.19.1 KM 2752502.4 |
 MK0495| MK0497 MASTERS RM 2                                       30632     |
 MK0495|---------------------------------------------------------------------|
 MK0495
 MK0495                          SUPERSEDED SURVEY CONTROL
 MK0495
 MK0495  NAD 83(1986)-  41 25 54.11111(N)    096 19 37.00152(W) AD(       ) 1
 MK0495  NAD 27      -  41 25 54.11703(N)    096 19 35.93014(W) AD(       ) 1
 MK0495  NGVD 29 (??/??/92)  395.180  (m)         1296.52   (f) ADJ UNCH    2 0
 MK0495  NGVD 29             395.18   (m)         1296.5    (f) LEVELING    3  
 MK0495
 MK0495.Superseded values are not recommended for survey control.
 MK0495
 MK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0495.See file dsdata.pdf to determine how the superseded data were derived.
 MK0495
 MK0495_MARKER: DS = TRIANGULATION STATION DISK
 MK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0495_STAMPING: MASTERS 1930
 MK0495_MARK LOGO: CGS
 MK0495_PROJECTION: RECESSED 30 CENTIMETERS
 MK0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0495+STABILITY: SURFACE MOTION
 MK0495
 MK0495  HISTORY     - Date     Condition        Report By
 MK0495  HISTORY     - 1930     MONUMENTED       CGS
 MK0495  HISTORY     - 1935     GOOD             NEGS
 MK0495  HISTORY     - 1947     GOOD             CGS
 MK0495  HISTORY     - 1959     GOOD             CGS
 MK0495  HISTORY     - 1968     GOOD             USGS
 MK0495  HISTORY     - 1968     GOOD             USGS
 MK0495  HISTORY     - 1973     GOOD             NEDR
 MK0495  HISTORY     - 1975     GOOD             NEDR
 MK0495
 MK0495                          STATION DESCRIPTION
 MK0495
 MK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK0495'THIS STATION IS ABOUT 12 MILES E OF FREMONT AND 2 MILES SE OF
 MK0495'ARLINGTON, ON LAND OWNED BY THE MASTERS ESTATE, AND IS ABOUT
 MK0495'800 FEET N AT THIS POINT OF THE FENCE LINE IN WHICH THERE IS
 MK0495'A GATE.
 MK0495'
 MK0495'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK0495'DISKS SET IN CONCRETE.
 MK0495'
 MK0495'SURFACE MARK IS 12 INCHES BELOW THE SURFACE AT THE HIGHEST
 MK0495'PLACE IN THE PASTURE.  THE GROUND IS ALMOST LEVEL EXCEPT ON THE
 MK0495'W WHERE IS SLOPE FOR ABOUT 300 FEET TO A HIGH BANK.  THERE IS
 MK0495'A FENCE LINE 19.85 METERS W OF THE MARK AND ANOTHER ABOUT
 MK0495'160 METERS N.
 MK0495'
 MK0495'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE IN A N AND S
 MK0495'FENCE LINE ABOUT 435 FEET N OF THE AFORE-MENTIONED GATE.  IT IS
 MK0495'25 FEET E OF THE EDGE OF THE FIRST TERRACE GOING DOWN TO THE
 MK0495'RIVER AND IS 121.93 METERS DISTANT FROM THE STATION.  REFERENCE
 MK0495'MARK NO. 2 IS IN THE NW CORNER OF THE PASTURE IN WHICH THE
 MK0495'STATION IS LOCATED NEAR A GATE AND 1.28 METERS E OF THE
 MK0495'INTERSECTION OF THREE FENCE LINES.  THE DISTANCE TO THE STATION
 MK0495'IS 178 METERS APPROXIMATELY.
 MK0495'
 MK0495'TO REACH THE STATION GO E FROM ARLINGTON ABOUT 2 MILES ON
 MK0495'U.S. HIGHWAY 130.  TURN S ON A SECTION-LINE ROAD 1.6 MILES TO
 MK0495'THE MASTERS RESIDENCE WHICH IS THE FIRST HOUSE ON THE W AFTER
 MK0495'CROSSING THE SECOND RAILROAD.  GO THROUGH YARD, TURN N TO FENCE
 MK0495'ALONG RAILROAD, THEN FOLLOW THIS FENCE LINE W TO THE TOP OF
 MK0495'THE BLUFF OVERLOOKING THE ELKHORN RIVER.  A TOTAL DISTANCE OF
 MK0495'0.95 MILE FROM THE HOUSE.
 MK0495'
 MK0495'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK0495
 MK0495                          STATION RECOVERY (1935)
 MK0495
 MK0495'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK0495'STATION RECOVERED IN GOOD CONDITION.  UPPER STATION MARK IS
 MK0495'BURIED ABOUT 12 INCHES.
 MK0495'
 MK0495'STATION IS IN NW SEC. 20, T 17 N, R 10 E.
 MK0495'
 MK0495'DESCRIPTION OF THE STATION AND REFERENCE MARKS IS CORRECT.
 MK0495'
 MK0495'IN DESCRIPTION ROUTE 130 SHOULD BE U.S. HIGHWAY 30.
 MK0495
 MK0495                          STATION RECOVERY (1947)
 MK0495
 MK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MK0495'4.8 MI SE FROM ARLINGTON.
 MK0495'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0495'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE SOUTH
 MK0495'ALONG A GRAVEL ROAD THE A.M. MASTERS FARM HOUSE, THENCE 1.0
 MK0495'MILE WEST ALONG A PRIVATE DIRT ROAD TO A POINT WHERE THE ROAD
 MK0495'TURNS SOUTH AT THE TOP OF A HILL OVERLOOKING THE ELKHORN RIVER
 MK0495'TO THE WEST.  STATION IS 809.0 FEET SOUTHEAST OF REFERENCE
 MK0495'MARK MASTERS NO 2, 510.0 FEET NORTH OF A POINT WHERE THE PRIVATE
 MK0495'ROAD TURNS SOUTH, 387.7 FEET NORTH OF REFERENCE MARK MASTERS
 MK0495'NO 1, 18.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 17.6 FEET
 MK0495'WEST OF A REFERENCE POST, A TRIANGULATION STATION DISK SET IN
 MK0495'A CONCRETE POST 1 FOOT UNDERGROUND.
 MK0495
 MK0495                          STATION RECOVERY (1959)
 MK0495
 MK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK0495'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 MK0495'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED.
 MK0495'AN AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 MK0495'FOLLOWS.
 MK0495'
 MK0495'THE STATION IS LOCATED 12 MILES EAST OF FREMONT AND 2 MILES
 MK0495'SOUTHEAST OF ARLINGTON ON A BLUFF OVER-LOOKING THE ELKHORN RIVER,
 MK0495'ON LAND OWNED BY THE MASTER ESTATE.
 MK0495'
 MK0495'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MK0495'CONCRETE MONUMENT WHICH IS 12 INCHES BELOW THE SURFACE OF THE
 MK0495'GROUND AND IS STAMPED MASTERS 1930.  IT IS 21 FEET WEST OF A
 MK0495'NORTH-SOUTH FENCE LINE.
 MK0495'
 MK0495'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MK0495'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 MK0495'STAMPED MASTERS NO 1 1930.  IT IS 36 FEET WEST OF A
 MK0495'NORTH-SOUTH FENCE LINE AND 15 FEET EAST OF THE EDGE OF THE BLUFF.
 MK0495'
 MK0495'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12
 MK0495'INCH SQUARE CONCRETE WHICH PROJECTS 2 INCHES AND IS STAMPED
 MK0495'MASTERS NO 2 1930.  IT IS 3 FEET WEST OF A NORTHWEST FENCE
 MK0495'CORNER AND 1 FOOT EAST OF A WHITE WITNESS POST.
 MK0495'
 MK0495'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MK0495'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 MK0495'STAMPED MASTERS 1930 1959.  IT IS 45 FEET SOUTH OF A CURVE
 MK0495'IN TRACK ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.
 MK0495'
 MK0495'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO
 MK0495'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 30.  TURN LEFT, EAST, ON
 MK0495'U.S. HIGHWAY 30 AND GO 2 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH,
 MK0495'AS PER SIGN BENNINGTON AND GO 1.5 MILES TO A FARM HOUSE ON
 MK0495'THE RIGHT JUST AFTER CROSSING A RAILROAD OVERPASS.  TURN
 MK0495'RIGHT, WEST, PASSING BETWEEN FARM BUILDINGS AND GO 0.1 MILE
 MK0495'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THE AZIMUTH
 MK0495'MARK FOLLOW TRACK ROAD WESTERLY FOR 0.9 MILE TO A FENCE
 MK0495'CORNER.  TURN RIGHT, NORTH AND GO 0.05 MILE TO THE STATION
 MK0495'AS DESCRIBED.
 MK0495
 MK0495                          STATION RECOVERY (1968)
 MK0495
 MK0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 MK0495'DESCRIPTION IS ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 MK0495
 MK0495                          STATION RECOVERY (1968)
 MK0495
 MK0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0495'RECOVERED IN GOOD CONDITION.
 MK0495
 MK0495                          STATION RECOVERY (1973)
 MK0495
 MK0495'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1973 (HED)
 MK0495'STATION, AZIMUTH MARK, REF NO. 1, REF NO. 2 FOUND IN GOOD
 MK0495'CONDITION.
 MK0495'
 MK0495'NOTE--TO LOCATE REF. 1 AND REF. 2 USE ORIGINAL DESCRIPTION REFERENCE
 MK0495'NO. 1 IS ON NORTH SOUTH SECTION LINE, FENCE IS GONE.
 MK0495'DISTANCE FROM REF. NO. 2 TO THE STATION IS 807.68 FEET.
 MK0495'
 MK0495'NEAREST TOWN--ARLINGTON.
 MK0495
 MK0495                          STATION RECOVERY (1975)
 MK0495
 MK0495'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MK0495'MASTERS 1930 STATION, AZIMUTH, REF. NO 1, REF. NO 2 ALL FOUND AS
 MK0495'DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0496 ***********************************************************************
 MK0496  DESIGNATION -  MASTERS RM 1
 MK0496  PID         -  MK0496
 MK0496  STATE/COUNTY-  NE/WASHINGTON
 MK0496  COUNTRY     -  US
 MK0496  USGS QUAD   -  ARLINGTON (2017)
 MK0496
 MK0496                         *CURRENT SURVEY CONTROL
 MK0496  ______________________________________________________________________
 MK0496* NAD 83(1986) POSITION- 41 25 50.22   (N) 096 19 36.13   (W)   HD_HELD1
 MK0496* NAVD 88 ORTHO HEIGHT -   394.455 (meters)     1294.14  (feet) ADJUSTED
 MK0496  ______________________________________________________________________
 MK0496  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 MK0496  DYNAMIC HEIGHT  -        394.271 (meters)     1293.54  (feet) COMP
 MK0496  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 MK0496
 MK0496  VERT ORDER      -  SECOND    CLASS 0
 MK0496
 MK0496.The horizontal coordinates were determined by differentially corrected
 MK0496.hand held GPS observations or other comparable positioning techniques
 MK0496.and have an estimated accuracy of +/- 3 meters.
 MK0496
 MK0496.The orthometric height was determined by differential leveling and
 MK0496.adjusted by the NATIONAL GEODETIC SURVEY
 MK0496.in June 1991.
 MK0496
 MK0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0496.GEOID18 height accuracy estimate available here.
 MK0496
 MK0496.Click photographs - Photos may exist for this station.
 MK0496
 MK0496.The dynamic height is computed by dividing the NAVD 88
 MK0496.geopotential number by the normal gravity value computed on the
 MK0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0496.degrees latitude (g = 980.6199 gals.).
 MK0496
 MK0496.The modeled gravity was interpolated from observed gravity values.
 MK0496
 MK0496;                    North         East    Units  Estimated Accuracy
 MK0496;SPC NE       -   183,857.9     806,836.5     MT  (+/- 3 meters HH1 GPS) 
 MK0496
 MK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2336890010(NAD 83)
 MK0496
 MK0496                          SUPERSEDED SURVEY CONTROL
 MK0496
 MK0496  NGVD 29 (??/??/92)  394.305  (m)         1293.65   (f) ADJ UNCH    2 0
 MK0496
 MK0496.Superseded values are not recommended for survey control.
 MK0496
 MK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0496.See file dsdata.pdf to determine how the superseded data were derived.
 MK0496
 MK0496_MARKER: DR = REFERENCE MARK DISK
 MK0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0496_STAMPING: MASTERS NO 1 1930
 MK0496_MARK LOGO: CGS
 MK0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0496+STABILITY: SURFACE MOTION
 MK0496
 MK0496  HISTORY     - Date     Condition        Report By
 MK0496  HISTORY     - 1930     MONUMENTED       CGS
 MK0496  HISTORY     - 1947     GOOD             CGS
 MK0496  HISTORY     - 1968     GOOD             USGS
 MK0496
 MK0496                          STATION DESCRIPTION
 MK0496
 MK0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0496'4.8 MI SE FROM ARLINGTON.
 MK0496'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0496'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE
 MK0496'SOUTH ALONG A GRAVEL ROAD TO THE A.M. MASTERS FARM HOUSE, THENCE
 MK0496'1.0 MILE WEST ALONG A PRIVATE ROAD TO A POINT WHERE THE PRIVATE
 MK0496'ROAD MAKES A TURN TO THE SOUTH AT THE TOP OF A HILL OVERLOOKING
 MK0496'THE ELKHORN RIVER TO THE WEST.  REFERENCE MARK IS 398.7 FEET
 MK0496'SOUTH OF MASTERS TRIANGULATION STATION, 133.0 FEET NORTHWEST
 MK0496'OF THE CENTER OF THE TURN TO THE SOUTH IN THE PRIVATE ROAD,
 MK0496'108.0 FEET NORTH NORTHWEST OF A FENCE CORNER POST, 38.0 FEET
 MK0496'WEST OF A NORTH-SOUTH FENCE INE, 18.0 FEET EAST OF THE TOP OF A
 MK0496'STEEP BANK LEADING DOWN TO THE ELKHORN RIVER, 1.0 FEET NORTH
 MK0496'OF A REFERENCE POST, A REFERENCE MARK DISK SET IN A CONCRETE
 MK0496'POST PROJECTING 0.2 FOOT.
 MK0496
 MK0496                          STATION RECOVERY (1968)
 MK0496
 MK0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0497 ***********************************************************************
 MK0497  DESIGNATION -  MASTERS RM 2
 MK0497  PID         -  MK0497
 MK0497  STATE/COUNTY-  NE/WASHINGTON
 MK0497  COUNTRY     -  US
 MK0497  USGS QUAD   -  ARLINGTON (2017)
 MK0497
 MK0497                         *CURRENT SURVEY CONTROL
 MK0497  ______________________________________________________________________
 MK0497* NAD 83(1986) POSITION- 41 25 57.54   (N) 096 19 43.16   (W)   HD_HELD1
 MK0497* NAVD 88 ORTHO HEIGHT -   385.358 (meters)     1264.30  (feet) ADJUSTED
 MK0497  ______________________________________________________________________
 MK0497  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 MK0497  DYNAMIC HEIGHT  -        385.178 (meters)     1263.70  (feet) COMP
 MK0497  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 MK0497
 MK0497  VERT ORDER      -  SECOND    CLASS 0
 MK0497
 MK0497.The horizontal coordinates were determined by differentially corrected
 MK0497.hand held GPS observations or other comparable positioning techniques
 MK0497.and have an estimated accuracy of +/- 3 meters.
 MK0497
 MK0497.The orthometric height was determined by differential leveling and
 MK0497.adjusted by the NATIONAL GEODETIC SURVEY
 MK0497.in June 1991.
 MK0497
 MK0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0497.GEOID18 height accuracy estimate available here.
 MK0497
 MK0497.Click photographs - Photos may exist for this station.
 MK0497
 MK0497.The dynamic height is computed by dividing the NAVD 88
 MK0497.geopotential number by the normal gravity value computed on the
 MK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0497.degrees latitude (g = 980.6199 gals.).
 MK0497
 MK0497.The modeled gravity was interpolated from observed gravity values.
 MK0497
 MK0497;                    North         East    Units  Estimated Accuracy
 MK0497;SPC NE       -   184,076.5     806,663.9     MT  (+/- 3 meters HH1 GPS) 
 MK0497
 MK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2319890231(NAD 83)
 MK0497
 MK0497                          SUPERSEDED SURVEY CONTROL
 MK0497
 MK0497  NGVD 29 (??/??/92)  385.207  (m)         1263.80   (f) ADJ UNCH    2 0
 MK0497
 MK0497.Superseded values are not recommended for survey control.
 MK0497
 MK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0497.See file dsdata.pdf to determine how the superseded data were derived.
 MK0497
 MK0497_MARKER: DR = REFERENCE MARK DISK
 MK0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0497_STAMPING: MASTERS NO 2 1930
 MK0497_MARK LOGO: CGS
 MK0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0497+STABILITY: SURFACE MOTION
 MK0497
 MK0497  HISTORY     - Date     Condition        Report By
 MK0497  HISTORY     - 1930     MONUMENTED       CGS
 MK0497  HISTORY     - 1947     GOOD             CGS
 MK0497  HISTORY     - 1968     GOOD             USGS
 MK0497
 MK0497                          STATION DESCRIPTION
 MK0497
 MK0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0497'5.1 MI SE FROM ARLINGTON.
 MK0497'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0497'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE
 MK0497'SOUTH ALONG A GRAVEL ROAD TO THE A.M. MASTERS FARM HOUSE, THENCE
 MK0497'1.0 MILE WEST ALONG A PRIVATE DIRT ROAD TO A POINT WHERE THE
 MK0497'PRIVATE ROAD TURNS SOUTH AT THE TOP OF A HILL OVERLOOKING THE
 MK0497'ELKHORN RIVER, THENCE 0.3 MILE NORTH AND WEST ALONG A FENCE
 MK0497'LINE TO A GATE AT A FENCE CORNER AND THE REFERENCE MARK.  REFERENCE
 MK0497'MARK IS 809.0 FEET NORTHWEST OF MASTERS TRIANGULATION STATION,
 MK0497'3.5 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT EAST OF A
 MK0497'REFERENCE POST, 0.6 FOOT SOUTH OF THE EAST-WEST FENCE LINE,
 MK0497'A REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING
 MK0497'0.1 FOOT.
 MK0497
 MK0497                          STATION RECOVERY (1968)
 MK0497
 MK0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0088 ***********************************************************************
 MM0088  DESIGNATION -  MAXWELL
 MM0088  PID         -  MM0088
 MM0088  STATE/COUNTY-  NE/LINCOLN
 MM0088  COUNTRY     -  US
 MM0088  USGS QUAD   -  MAXWELL (2017)
 MM0088
 MM0088                         *CURRENT SURVEY CONTROL
 MM0088  ______________________________________________________________________
 MM0088* NAD 83(1986) POSITION- 41 04 39.     (N) 100 31 32.     (W)   SCALED
 MM0088* NAVD 88 ORTHO HEIGHT -   827.237 (meters)     2714.03  (feet) ADJUSTED
 MM0088  ______________________________________________________________________
 MM0088  GEOID HEIGHT    -        -22.570 (meters)                     GEOID18
 MM0088  DYNAMIC HEIGHT  -        826.742 (meters)     2712.40  (feet) COMP
 MM0088  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 MM0088
 MM0088  VERT ORDER      -  FIRST     CLASS II
 MM0088
 MM0088.The horizontal coordinates were scaled from a map and have
 MM0088.an estimated accuracy of +/- 6 seconds.
 MM0088
 MM0088.The orthometric height was determined by differential leveling and
 MM0088.adjusted by the NATIONAL GEODETIC SURVEY
 MM0088.in June 1991.
 MM0088
 MM0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0088.GEOID18 height accuracy estimate available here.
 MM0088
 MM0088.Click photographs - Photos may exist for this station.
 MM0088
 MM0088.The dynamic height is computed by dividing the NAVD 88
 MM0088.geopotential number by the normal gravity value computed on the
 MM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0088.degrees latitude (g = 980.6199 gals.).
 MM0088
 MM0088.The modeled gravity was interpolated from observed gravity values.
 MM0088
 MM0088;                    North         East    Units  Estimated Accuracy
 MM0088;SPC NE       -   138,270.      455,850.      MT  (+/- 180 meters Scaled)
 MM0088
 MM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL718484(NAD 83)
 MM0088
 MM0088                          SUPERSEDED SURVEY CONTROL
 MM0088
 MM0088  NGVD 29 (??/??/92)  826.912  (m)         2712.96   (f) ADJ UNCH    1 2
 MM0088
 MM0088.Superseded values are not recommended for survey control.
 MM0088
 MM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0088.See file dsdata.pdf to determine how the superseded data were derived.
 MM0088
 MM0088_MARKER: DB = BENCH MARK DISK
 MM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0088_STAMPING: 2712.960 MAXWELL 1933
 MM0088_MARK LOGO: CGS
 MM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0088+STABILITY: SURFACE MOTION
 MM0088
 MM0088  HISTORY     - Date     Condition        Report By
 MM0088  HISTORY     - 1933     MONUMENTED       CGS
 MM0088  HISTORY     - 1970     GOOD             USGS
 MM0088  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MM0088
 MM0088                          STATION DESCRIPTION
 MM0088
 MM0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0088'AT MAXWELL.
 MM0088'AT MAXWELL, LINCOLN COUNTY, AT THE SOUTHWEST CORNER OF THE
 MM0088'INTERSECTION OF FIRST AND PINE STREETS, AT THE CITY HALL, 40
 MM0088'FEET SOUTH OF THE CENTER LINE OF FIRST STREET, 40 FEET WEST OF
 MM0088'THE CENTER LINE OF PINE STREET, AND 1 FOOT FROM THE NORTHEAST
 MM0088'CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED 2712.960
 MM0088'MAXWELL 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0088'ABOUT 2 INCHES ABOVE GROUND.
 MM0088
 MM0088                          STATION RECOVERY (1970)
 MM0088
 MM0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0088'RECOVERED IN GOOD CONDITION.
 MM0088
 MM0088                          STATION RECOVERY (1985)
 MM0088
 MM0088'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MM0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0498 ***********************************************************************
 MM0498  DESIGNATION -  MAXWELL
 MM0498  PID         -  MM0498
 MM0498  STATE/COUNTY-  NE/LINCOLN
 MM0498  COUNTRY     -  US
 MM0498  USGS QUAD   -  MAXWELL (2017)
 MM0498
 MM0498                         *CURRENT SURVEY CONTROL
 MM0498  ______________________________________________________________________
 MM0498* NAD 83(1995) POSITION- 41 06 39.35380(N) 100 32 46.92366(W)   ADJUSTED
 MM0498* NAVD 88 ORTHO HEIGHT -   898.    (meters)     2946.    (feet) SCALED
 MM0498  ______________________________________________________________________
 MM0498  GEOID HEIGHT    -        -22.435 (meters)                     GEOID18
 MM0498  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 MM0498  HORZ ORDER      -  SECOND
 MM0498
 MM0498.The horizontal coordinates were established by classical geodetic methods
 MM0498.and adjusted by the National Geodetic Survey in August 1997.
 MM0498
 MM0498.The orthometric height was scaled from a topographic map.
 MM0498
 MM0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0498.GEOID18 height accuracy estimate available here.
 MM0498
 MM0498.Click photographs - Photos may exist for this station.
 MM0498
 MM0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0498
 MM0498. The following values were computed from the NAD 83(1995) position.
 MM0498
 MM0498;                    North         East     Units Scale Factor Converg.
 MM0498;SPC NE       -   141,991.555   454,123.301   MT  0.99968221   -0 21 43.5
 MM0498;SPC NE       -   465,850.63  1,489,902.86   sFT  0.99968221   -0 21 43.5
 MM0498;UTM  14      - 4,552,223.820   370,164.235   MT  0.99980747   -1 01 00.9
 MM0498
 MM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0498!SPC NE       -   0.99986263  x   0.99968221  =   0.99954488
 MM0498!UTM  14      -   0.99986263  x   0.99980747  =   0.99967012
 MM0498
 MM0498:                Primary Azimuth Mark                     Grid Az
 MM0498:SPC NE       -  MAXWELL AZ MK                            200 30 41.6
 MM0498:UTM  14      -  MAXWELL AZ MK                            201 09 59.0
 MM0498
 MM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7016452223(NAD 83)
 MM0498
 MM0498|---------------------------------------------------------------------|
 MM0498| PID    Reference Object                     Distance      Geod. Az  |
 MM0498|                                                           dddmmss.s |
 MM0498| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 3.1 KM 0443257.1 |
 MM0498| CN9975 MAXWELL RM 1                         10.908 METERS 09135     |
 MM0498| MM0375 BRADY MUNICIPAL TANK                APPROX.18.3 KM 1221732.6 |
 MM0498| CN9976 MAXWELL RM 2                         11.172 METERS 18435     |
 MM0498| CN9974 MAXWELL AZ MK                                      2000858.1 |
 MM0498| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.18.1 KM 2611636.0 |
 MM0498| MM0432 BIRDWOOD RAD STA KNBR TALL MST      APPROX.28.5 KM 2812351.8 |
 MM0498| MM0418 NORTH PLATTE RAD STA KODY MAST      APPROX.19.9 KM 2821451.3 |
 MM0498| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX.19.2 KM 2972331.6 |
 MM0498|---------------------------------------------------------------------|
 MM0498
 MM0498                          SUPERSEDED SURVEY CONTROL
 MM0498
 MM0498  NAD 83(1986)-  41 06 39.35921(N)    100 32 46.93078(W) AD(       ) 2
 MM0498  NAD 27      -  41 06 39.35621(N)    100 32 45.43610(W) AD(       ) 2
 MM0498
 MM0498.Superseded values are not recommended for survey control.
 MM0498
 MM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0498.See file dsdata.pdf to determine how the superseded data were derived.
 MM0498
 MM0498_MARKER: DS = TRIANGULATION STATION DISK
 MM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0498_STAMPING: MAXWELL 1951
 MM0498_MARK LOGO: CGS
 MM0498_PROJECTION: FLUSH
 MM0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0498+STABILITY: SURFACE MOTION
 MM0498
 MM0498  HISTORY     - Date     Condition        Report By
 MM0498  HISTORY     - 1951     MONUMENTED       CGS
 MM0498  HISTORY     - 1978     GOOD             LOCENG
 MM0498
 MM0498                          STATION DESCRIPTION
 MM0498
 MM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0498'THE STATION IS LOCATED ABOUT 12.0 MILES EAST-SOUTHEAST OF
 MM0498'NORTH PLATTE, 11.0 MILES NORTHWEST OF BRADY, 2.5 MILES
 MM0498'NORTH-NORTHWEST OF MAXWELL AND ON THE SUMMIT OF THE HIGHEST KNOLL IN
 MM0498'A PASTURE.  IT IS 0.4 MILE NORTH OF AN EAST-WEST FENCE LINE AND
 MM0498'0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH
 MM0498'AND STAMPED MAXWELL 1951.
 MM0498'
 MM0498'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 MM0498'IT IS SET FLUSH AND STAMPED MAXWELL NO 1 1951.
 MM0498'
 MM0498'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.
 MM0498'IT IS SET FLUSH AND STAMPED MAXWELL NO 2 1951.
 MM0498'
 MM0498'THE DISTANCE BETWEEN REFERENCE MARKS IS 52.5 FEET.
 MM0498'
 MM0498'THE AZIMUTH MARK IS 1.0 FOOT SOUTH OF A WITNESS POST AND SET
 MM0498'IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 MM0498'STAMPED MAXWELL 1951.
 MM0498'
 MM0498'TO REACH THE STATION FROM THE DEPOT IN MAXWELL, GO WESTERLY
 MM0498'ON U.S. HIGHWAY 30 FOR 0.9 MILE TO A SIDE ROAD WEST, JUST
 MM0498'BEFORE GOING OVER A NORTH-SOUTH OVERPASS.  TURN RIGHT AND
 MM0498'GO WEST, THEN NORTH ON A GRADED ROAD FOR 1.1 MILES TO A FENCE
 MM0498'CORNER AND A WINDMILL ON THE RIGHT.  GO THROUGH GATE IN AN
 MM0498'EAST-WEST FENCE LINE AND CONTINUE NORTH THROUGH A PASTURE FOR
 MM0498'0.1 MILE TO A PASTURE LANE WITH A FENCE LINE ON EACH SIDE OF
 MM0498'IT.  PASS THROUGH TWO GATES AND GO NORTHWEST ACROSS A PASTURE
 MM0498'FOR 0.35 MILE TO A GATE IN AN EAST-WEST FENCE LINE.  PASS
 MM0498'THROUGH GATE AND GO NORTHWEST ACROSS A PASTURE FOR 0.15
 MM0498'MILE TO THE AZIMUTH MARK IN A NORTH-SOUTH FENCE LINE AS
 MM0498'DESCRIBED.  CONTINUE NORTH-NORTHEAST ACROSS THE PASTURE
 MM0498'FOR 0.3 MILE TO THE HIGHEST KNOLL AND THE STATION AS
 MM0498'DESCRIBED.
 MM0498'
 MM0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MM0498
 MM0498                          STATION RECOVERY (1978)
 MM0498
 MM0498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 MM0498'MAXWELL RECOVERED GOOD.
 MM0498'
 MM0498'AZ. MK. RECOVERED GOOD.
 MM0498'
 MM0498'RM NO. 1 RECOVERED GOOD.
 MM0498'
 MM0498'RM NO. 2 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0386 ***********************************************************************
 MM0386  DESIGNATION -  MAXWELL ATT CO KAC 33 RAD TWR
 MM0386  PID         -  MM0386
 MM0386  STATE/COUNTY-  NE/LINCOLN
 MM0386  COUNTRY     -  US
 MM0386  USGS QUAD   -  MAXWELL NE (2017)
 MM0386
 MM0386                         *CURRENT SURVEY CONTROL
 MM0386  ______________________________________________________________________
 MM0386* NAD 83(1995) POSITION- 41 07 50.91684(N) 100 31 13.73911(W)   ADJUSTED
 MM0386  ______________________________________________________________________
 MM0386  GEOID HEIGHT    -        -22.393 (meters)                     GEOID18
 MM0386  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 MM0386  HORZ ORDER      -  THIRD
 MM0386
 MM0386.The horizontal coordinates were established by classical geodetic methods
 MM0386.and adjusted by the National Geodetic Survey in August 1997.
 MM0386
 MM0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0386.GEOID18 height accuracy estimate available here.
 MM0386
 MM0386.Click photographs - Photos may exist for this station.
 MM0386
 MM0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0386
 MM0386. The following values were computed from the NAD 83(1995) position.
 MM0386
 MM0386;                    North         East     Units Scale Factor Converg.
 MM0386;SPC NE       -   144,185.047   456,310.005   MT  0.99967989   -0 20 41.7
 MM0386;SPC NE       -   473,047.11  1,497,077.07   sFT  0.99967989   -0 20 41.7
 MM0386;UTM  14      - 4,554,392.433   372,376.147   MT  0.99980046   -1 00 01.0
 MM0386
 MM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7237654392(NAD 83)
 MM0386
 MM0386                          SUPERSEDED SURVEY CONTROL
 MM0386
 MM0386  NAD 83(1986)-  41 07 50.92181(N)    100 31 13.74574(W) AD(       ) 3
 MM0386  NAD 27      -  41 07 50.92135(N)    100 31 12.27202(W) AD(       ) 3
 MM0386
 MM0386.Superseded values are not recommended for survey control.
 MM0386
 MM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0386.See file dsdata.pdf to determine how the superseded data were derived.
 MM0386
 MM0386_MARKER: 43 = RADIO/TV TOWER
 MM0386
 MM0386  HISTORY     - Date     Condition        Report By
 MM0386  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0386  HISTORY     - 1967     GOOD             NEDR
 MM0386
 MM0386                          STATION DESCRIPTION
 MM0386
 MM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0386'THE STATION IS LOCATED ON TOP OF A HIGH HILL 3.6 MILES NORTH
 MM0386'OF MAXWELL.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 MM0386'FOUR LARGE DIRECTIONAL CONE ANTENNAE AND HAS AN OVER-ALL
 MM0386'HEIGHT OF 100.0 FEET.
 MM0386'
 MM0386'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 MM0386'
 MM0386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30
 MM0386'AND STATE ROUTE NO. 107 IN MAXWELL, GO NORTH ON A GRAVEL ROAD FOR
 MM0386'3.6 MILES TO A STEEL GATE ON THE RIGHT AND THE STATION AT THE
 MM0386'TOP OF THE HILL AS DESCRIBED.
 MM0386
 MM0386                          STATION RECOVERY (1967)
 MM0386
 MM0386'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0386'STATION WAS FOUND AS DESCRIBED AND TO BE IN GOOD CONDITION.
 MM0386'
 MM0386'ADDITIONAL TO REACH--
 MM0386'
 MM0386'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY NO. 30 AND
 MM0386'SPUR NO. 330, GO NORTH ON OIL ROAD FOR 1.3 MILES TO END OF OIL
 MM0386'AND CONTINUE FOR 2.3 MILES TO POINT ON RIGHT AS DESCRIBED IN
 MM0386'1951 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1086 ***********************************************************************
 LH1086  DESIGNATION -  MAY
 LH1086  PID         -  LH1086
 LH1086  STATE/COUNTY-  NE/DAWSON
 LH1086  COUNTRY     -  US
 LH1086  USGS QUAD   -  COZAD NW (2017)
 LH1086
 LH1086                         *CURRENT SURVEY CONTROL
 LH1086  ______________________________________________________________________
 LH1086* NAD 83(1995) POSITION- 40 58 30.01036(N) 099 53 36.38882(W)   ADJUSTED
 LH1086* NAVD 88 ORTHO HEIGHT -   833.    (meters)     2733.    (feet) SCALED
 LH1086  ______________________________________________________________________
 LH1086  GEOID HEIGHT    -        -23.286 (meters)                     GEOID18
 LH1086  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LH1086  HORZ ORDER      -  FIRST
 LH1086
 LH1086.The horizontal coordinates were established by classical geodetic methods
 LH1086.and adjusted by the National Geodetic Survey in August 1997.
 LH1086
 LH1086.The orthometric height was scaled from a topographic map.
 LH1086
 LH1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1086.GEOID18 height accuracy estimate available here.
 LH1086
 LH1086.Click photographs - Photos may exist for this station.
 LH1086
 LH1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1086
 LH1086. The following values were computed from the NAD 83(1995) position.
 LH1086
 LH1086;                    North         East     Units Scale Factor Converg.
 LH1086;SPC NE       -   126,761.254   508,966.037   MT  0.99970123   +0 04 14.2
 LH1086;SPC NE       -   415,882.55  1,669,832.74   sFT  0.99970123   +0 04 14.2
 LH1086;UTM  14      - 4,536,366.471   424,831.401   MT  0.99966954   -0 35 09.2
 LH1086
 LH1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1086!SPC NE       -   0.99987296  x   0.99970123  =   0.99957422
 LH1086!UTM  14      -   0.99987296  x   0.99966954  =   0.99954254
 LH1086
 LH1086:                Primary Azimuth Mark                     Grid Az
 LH1086:SPC NE       -  MAY AZ MK                                166 07 03.0
 LH1086:UTM  14      -  MAY AZ MK                                166 46 26.4
 LH1086
 LH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2483136366(NAD 83)
 LH1086
 LH1086|---------------------------------------------------------------------|
 LH1086| PID    Reference Object                     Distance      Geod. Az  |
 LH1086|                                                           dddmmss.s |
 LH1086| CN9978 MAY RM 1                             24.346 METERS 12839     |
 LH1086| CN9977 MAY AZ MK                                          1661117.2 |
 LH1086| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.11.5 KM 1993904.1 |
 LH1086| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX.15.4 KM 2104037.6 |
 LH1086| LH1084 COZAD MUNICIPAL TANK                APPROX.15.2 KM 2113226.0 |
 LH1086| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.23.0 KM 2551458.4 |
 LH1086| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.22.8 KM 2593855.3 |
 LH1086| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.19.9 KM 2654933.6 |
 LH1086| LH1088 WALNUT GROVE METH CH SPIRE          APPROX. 8.5 KM 2702239.2 |
 LH1086| CN9979 MAY RM 2                             16.450 METERS 27402     |
 LH1086| MM0376 SALT LAKE CTY OMAHA AWY BCN 65      APPROX.39.7 KM 2783922.5 |
 LH1086|---------------------------------------------------------------------|
 LH1086
 LH1086                          SUPERSEDED SURVEY CONTROL
 LH1086
 LH1086  NAD 83(1986)-  40 58 30.01738(N)    099 53 36.39395(W) AD(       ) 1
 LH1086  NAD 27      -  40 58 29.99100(N)    099 53 34.97500(W) AD(       ) 1
 LH1086
 LH1086.Superseded values are not recommended for survey control.
 LH1086
 LH1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1086.See file dsdata.pdf to determine how the superseded data were derived.
 LH1086
 LH1086_MARKER: DS = TRIANGULATION STATION DISK
 LH1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1086_STAMPING: MAY 1934
 LH1086_MARK LOGO: CGS
 LH1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1086+STABILITY: SURFACE MOTION
 LH1086
 LH1086  HISTORY     - Date     Condition        Report By
 LH1086  HISTORY     - 1934     MONUMENTED       CGS
 LH1086  HISTORY     - 1951     GOOD             CGS
 LH1086
 LH1086                          STATION DESCRIPTION
 LH1086
 LH1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1086'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 36, T. 12
 LH1086'N., R. 23 W., ABOUT 4.5 MILES EAST AND 8.0 MILES NORTH OF COZAD,
 LH1086'ON PROPERTY OWNED BY MAY BROTHERS. IT IS 8 FEET SOUTH OF FENCE,
 LH1086'AND PROJECTS 4 INCHES ABOVE GROUND.
 LH1086'
 LH1086'TO REACH FROM UNION PACIFIC RAILROAD DEPOT IN LEXINGTON, GO WEST
 LH1086'ON U.S. HIGHWAY 30 FOR 8.0 MILES, THENCE RIGHT (NORTH) 9.2
 LH1086'MILES, THENCE LEFT (WEST) 0.4 MILE, THENCE RIGHT (NORTH) 1.0
 LH1086'MILE TO TWO GATES.  PASS THROUGH LEFT GATE AND GO 0.25 MILE TO
 LH1086'WINDMILL, CONTINUE NORTH PAST WINDMILL 0.15 MILE.  TURN LEFT INTO
 LH1086'HOLLOW AND GO WEST UP SIDE OF RIDGE FOR 0.05 MILE TO TOP OF
 LH1086'RIDGE (AZIMUTH MARK ON LEFT, HERE).  FOLLOW RIDGE
 LH1086'NORTH-NORTHWEST FOR 0.75 MILE TO HIGHEST PART AND STATION,
 LH1086'NEAR FENCE AT EDGE OF CANYON.
 LH1086'
 LH1086'REFERENCE MARK NO. 1 IS 79.87 FEET (24.345 METERS) SOUTH-EAST BY
 LH1086'EAST OF STATION, 54 FEET SOUTH OF FENCE, AND PROJECTS 4 INCHES.
 LH1086'
 LH1086'REFERENCE MARK NO. 2 IS 53.97 FEET (16.446 METERS) WEST OF STATION,
 LH1086'2 FEET SOUTH OF FENCE, AND PROJECTS 6 INCHES.
 LH1086'
 LH1086'AZIMUTH MARK IS 0.6 MILE SOUTH-SOUTHEAST OF STATION, 0.15 MILE
 LH1086'NORTH-NORTHWEST OF WINDMILL, AND PROJECTS 6 INCHES ABOVE GROUND.
 LH1086'TO REACH FROM STATION, FOLLOW RIDGE SOUTH-SOUTHEAST FOR 0.75 MILE
 LH1086'TO MARK.  MARK IS APPROXIMATELY ON RANGE WITH STATION AND
 LH1086'WINDMILL.
 LH1086'
 LH1086'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 LH1086'DESCRIBED.
 LH1086'
 LH1086'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 LH1086
 LH1086                          STATION RECOVERY (1951)
 LH1086
 LH1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1086'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1086'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1086'
 LH1086'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1086'
 LH1086'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH OF COZAD IN THE NORTH
 LH1086'EDGE OF A PASTURE NEAR THE CENTER OF A PROMINENT NORTH-SOUTH RIDGE,
 LH1086'6 FEET SOUTH OF AN EAST-WEST FENCE LINE AND WITNESS POST.  IT IS
 LH1086'STAMPED MAY 1934 AND PROJECTS 12 INCHES.
 LH1086'
 LH1086'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE, 40 FEET SOUTH OF AN
 LH1086'EAST-WEST FENCE LINE.  IT IS STAMPED MAY NO 1 1934 AND PROJECTS 3
 LH1086'INCHES.
 LH1086'
 LH1086'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF PASTURE, 50 FEET
 LH1086'WEST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1086'IT IS STAMPED MAY NO 2 1934 AND PROJECTS 5 INCHES.
 LH1086'
 LH1086'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 128.02 FEET.
 LH1086'
 LH1086'THE AZIMUTH MARK IS IN AN OPEN PASTURE ON A PROMINENT RIDGE, 2 FEET
 LH1086'NORTH OF A WITNESS POST.  IT IS STAMPED MAY AZI 1934 AND PROJECTS
 LH1086'4 INCHES.
 LH1086'
 LH1086'TO REACH THE STATION FROM THE RAILROAD STATION IS DARR, GO EAST
 LH1086'ON U.S. HIGHWAY 30 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO
 LH1086'NORTH ON DIRT ROAD FOR 8.6 MILES TO A POINT WHERE ROAD CURVES WEST,
 LH1086'TURN LEFT AND GO WEST FOR 0.4 MILE TO A T ROAD RIGHT.  TURN RIGHT
 LH1086'AND GO NORTH ON TRACK ROAD FOR 1.0 MILE TO TWO GATES AND A CATTLE
 LH1086'GUARD IN EAST-WEST FENCE LINE, PASS THROUGH LEFT GATE AND GO
 LH1086'NORTH FOR 0.15 MILE, HERE TURN LEFT AND GO WEST PASSING TO
 LH1086'SOUTH OF WINDMILL FOR 0.1 MILE TO TOP OF RIDGE, TURN RIGHT AND
 LH1086'GO NORTH FOR 0.1 MILE TO AZIMUTH MARK, CONTINUE NORTH AND
 LH1086'NORTHWEST ALONG TOP OF RIDGE FOR 0.75 MILE TO EAST-WEST FENCE
 LH1086'LINE AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2106 ***********************************************************************
 MK2106  DESIGNATION -  MAYNARD
 MK2106  PID         -  MK2106
 MK2106  STATE/COUNTY-  NE/SAUNDERS
 MK2106  COUNTRY     -  US
 MK2106  USGS QUAD   -  PRAGUE (2017)
 MK2106
 MK2106                         *CURRENT SURVEY CONTROL
 MK2106  ______________________________________________________________________
 MK2106* NAD 83(1995) POSITION- 41 21 40.53252(N) 096 46 31.22279(W)   ADJUSTED
 MK2106* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 MK2106  ______________________________________________________________________
 MK2106  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 MK2106  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 MK2106  HORZ ORDER      -  SECOND
 MK2106
 MK2106.The horizontal coordinates were established by classical geodetic methods
 MK2106.and adjusted by the National Geodetic Survey in August 1997.
 MK2106
 MK2106.The orthometric height was scaled from a topographic map.
 MK2106
 MK2106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2106.GEOID18 height accuracy estimate available here.
 MK2106
 MK2106.Click photographs - Photos may exist for this station.
 MK2106
 MK2106.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2106
 MK2106. The following values were computed from the NAD 83(1995) position.
 MK2106
 MK2106;                    North         East     Units Scale Factor Converg.
 MK2106;SPC NE       -   174,667.909   769,666.844   MT  0.99966177   +2 08 13.1
 MK2106;SPC NE       -   573,056.30  2,525,148.64   sFT  0.99966177   +2 08 13.1
 MK2106;UTM  14      - 4,581,249.293   686,078.065   MT  1.00002614   +1 28 13.8
 MK2106
 MK2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2106!SPC NE       -   0.99993512  x   0.99966177  =   0.99959691
 MK2106!UTM  14      -   0.99993512  x   1.00002614  =   0.99996126
 MK2106
 MK2106:                Primary Azimuth Mark                     Grid Az
 MK2106:SPC NE       -  LINWOOD                                  285 04 10.6
 MK2106:UTM  14      -  LINWOOD                                  285 44 09.9
 MK2106
 MK2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8607881249(NAD 83)
 MK2106
 MK2106|---------------------------------------------------------------------|
 MK2106| PID    Reference Object                     Distance      Geod. Az  |
 MK2106|                                                           dddmmss.s |
 MK2106| CL7446 MAYNARD RM 2                         21.761 METERS 09200     |
 MK2106| CL7445 MAYNARD RM 1                         14.164 METERS 17840     |
 MK2106| MK2110 LINWOOD                             APPROX.11.8 KM 2871223.7 |
 MK2106|---------------------------------------------------------------------|
 MK2106
 MK2106                          SUPERSEDED SURVEY CONTROL
 MK2106
 MK2106  NAD 83(1986)-  41 21 40.54141(N)    096 46 31.22457(W) AD(       ) 2
 MK2106  NAD 27      -  41 21 40.52599(N)    096 46 30.11886(W) AD(       ) 2
 MK2106
 MK2106.Superseded values are not recommended for survey control.
 MK2106
 MK2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2106.See file dsdata.pdf to determine how the superseded data were derived.
 MK2106
 MK2106_MARKER: DD = SURVEY DISK
 MK2106_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2106+WITH SETTING: INFORMATION.
 MK2106_STAMPING: ET MAYNARD 1967
 MK2106_MARK LOGO: USGS
 MK2106_PROJECTION: FLUSH
 MK2106_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2106
 MK2106  HISTORY     - Date     Condition        Report By
 MK2106  HISTORY     - 1967     MONUMENTED       USGS
 MK2106
 MK2106                          STATION DESCRIPTION
 MK2106
 MK2106'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2106'THE STATION IS LOCATED ABOUT 7.0 MI N. AND 3.0 MI W. OF MALMO.
 MK2106'T. 16 N., R. 6 E., NEAR THE COR. SECS. 7, 8, 17 AND 18, 62 FT S.,
 MK2106'37 FT W. OF FIELD RD. E., 2 FT W. OF FENCE LINE, STAMPED ET
 MK2106'MAYNARD 1967.
 MK2106'
 MK2106'TO REACH THE STATION FROM THE POST OFFICE IN MALMO, GO S. ACROSS
 MK2106'RR. TRACKS, TURN RIGHT (W.) AND GO 0.9 MI TO T-RD. E., TURN RIGHT
 MK2106'(N.) AND GO 0.1 MI TO T-RD. W., TURN LEFT (W.) AND GO 2.0 MI TO
 MK2106'CROSSROADS, TURN RIGHT (N.) AND GO 6.95 MI TO STATION ON LEFT (W.)
 MK2106'
 MK2106'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2106'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2106'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2106'
 MK2106'REFERENCE MARK 1 IS S. OF THE STATION, 109 FT S. AND 35 FT W. OF
 MK2106'CENTER OF FIELD RD. E., STAMPED MAYNARD NO 1 1967.
 MK2106'
 MK2106'REFERENCE MARK 2 IS E. OF THE STATION, 62 FT S., 34 FT E. OF
 MK2106'CENTER OF FIELD RD. E., STAMPED MAYNARD NO 2 1967.
 MK2106'
 MK2106'AZIMUTH MARK - NONE SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0548 ***********************************************************************
 LJ0548  DESIGNATION -  MAYWOOD 2
 LJ0548  PID         -  LJ0548
 LJ0548  STATE/COUNTY-  NE/FRONTIER
 LJ0548  COUNTRY     -  US
 LJ0548  USGS QUAD   -  CURTIS NW (2017)
 LJ0548
 LJ0548                         *CURRENT SURVEY CONTROL
 LJ0548  ______________________________________________________________________
 LJ0548* NAD 83(1995) POSITION- 40 39 32.76693(N) 100 38 53.48902(W)   ADJUSTED
 LJ0548* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 LJ0548  ______________________________________________________________________
 LJ0548  GEOID HEIGHT    -        -23.061 (meters)                     GEOID18
 LJ0548  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 LJ0548  HORZ ORDER      -  THIRD
 LJ0548
 LJ0548.The horizontal coordinates were established by classical geodetic methods
 LJ0548.and adjusted by the National Geodetic Survey in August 1997.
 LJ0548
 LJ0548.The orthometric height was scaled from a topographic map.
 LJ0548
 LJ0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0548.GEOID18 height accuracy estimate available here.
 LJ0548
 LJ0548.Click photographs - Photos may exist for this station.
 LJ0548
 LJ0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0548
 LJ0548. The following values were computed from the NAD 83(1995) position.
 LJ0548
 LJ0548;                    North         East     Units Scale Factor Converg.
 LJ0548;SPC NE       -    91,889.658   445,197.576   MT  0.99976689   -0 25 46.4
 LJ0548;SPC NE       -   301,474.65  1,460,619.05   sFT  0.99976689   -0 25 46.4
 LJ0548;UTM  14      - 4,502,221.186   360,669.920   MT  0.99983895   -1 04 26.6
 LJ0548
 LJ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0548!SPC NE       -   0.99986871  x   0.99976689  =   0.99963563
 LJ0548!UTM  14      -   0.99986871  x   0.99983895  =   0.99970768
 LJ0548
 LJ0548:                Primary Azimuth Mark                     Grid Az
 LJ0548:SPC NE       -  MAYWOOD 2 AZ MK                          111 48 56.0
 LJ0548:UTM  14      -  MAYWOOD 2 AZ MK                          112 27 36.2
 LJ0548
 LJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6066902221(NAD 83)
 LJ0548
 LJ0548|---------------------------------------------------------------------|
 LJ0548| PID    Reference Object                     Distance      Geod. Az  |
 LJ0548|                                                           dddmmss.s |
 LJ0548| LJ0568 MAYWOOD 2 RM 6                        6.520 METERS 08806     |
 LJ0548| LJ0549 MAYWOOD 2 AZ MK                     APPROX. 0.6 KM 1112309.6 |
 LJ0548| LJ0476 MAYWOOD RESET                       276.058 METERS 18332     |
 LJ0548| LJ0569 MAYWOOD 2 RM 7                        7.209 METERS 35935     |
 LJ0548|---------------------------------------------------------------------|
 LJ0548
 LJ0548                          SUPERSEDED SURVEY CONTROL
 LJ0548
 LJ0548  NAD 83(1986)-  40 39 32.77204(N)    100 38 53.49547(W) AD(       ) 3
 LJ0548
 LJ0548.Superseded values are not recommended for survey control.
 LJ0548
 LJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0548.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0548
 LJ0548_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0548_STAMPING: MAYWOOD 2 1981
 LJ0548_MARK LOGO: NGS
 LJ0548_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0548+STABILITY: SURFACE MOTION
 LJ0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0548+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LJ0548
 LJ0548  HISTORY     - Date     Condition        Report By
 LJ0548  HISTORY     - 1981     MONUMENTED       NGS
 LJ0548
 LJ0548                          STATION DESCRIPTION
 LJ0548
 LJ0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LJ0548'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) WEST FROM MAYWOOD, 0.4 KM
 LJ0548'(0.2 MI) SOUTHWEST FROM U.S. HIGHWAY 83 AND ON PROPERTY OWNED BY ELOF
 LJ0548'ANDERSON, STAR ROUTE, MAYWOOD, NEBRASKA 69038.  NO TELEPHONE WAS
 LJ0548'PROVIDED AT OWNERS REQUEST.
 LJ0548'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 23,
 LJ0548'ABOUT 1.6 KM (1.0 MI) WEST FROM MAYWOOD, GO WEST ON A GRAVELED ROAD
 LJ0548'FOR 0.64 KM (0.40 MI) TO A TRACK ROAD ON THE RIGHT AND A FIELD ROAD
 LJ0548'ON THE LEFT.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.24 KM
 LJ0548'(0.15 MI) TO THE STATION ON THE RIGHT, AT A FENCE CORNER.
 LJ0548'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LJ0548'PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 LJ0548'RECESSED 1.22 M (4.00 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE
 LJ0548'35.88 M (117.72 FT) WEST-NORTHWEST FROM OF THE WEST ONE OF A SET OF
 LJ0548'POWER POLES, 8.7 M (28.5 FT) EAST FROM THE CENTERLINE OF THE TRACK
 LJ0548'ROAD, 0.8 M (2.6 FT) SOUTH FROM THE FENCE CORNER AND 0.6 M (2.0 FT)
 LJ0548'NORTH FROM A WITNESS POST.  REBAR WAS PLACED NEXT TO THE SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0549 ***********************************************************************
 LJ0549  DESIGNATION -  MAYWOOD 2 AZ MK
 LJ0549  PID         -  LJ0549
 LJ0549  STATE/COUNTY-  NE/FRONTIER
 LJ0549  COUNTRY     -  US
 LJ0549  USGS QUAD   -  CURTIS NW (2017)
 LJ0549
 LJ0549                         *CURRENT SURVEY CONTROL
 LJ0549  ______________________________________________________________________
 LJ0549* NAD 83(1995) POSITION- 40 39 25.32318(N) 100 38 28.53258(W)   ADJUSTED
 LJ0549* NAVD 88 ORTHO HEIGHT -   864.    (meters)     2835.    (feet) SCALED
 LJ0549  ______________________________________________________________________
 LJ0549  GEOID HEIGHT    -        -23.071 (meters)                     GEOID18
 LJ0549  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 LJ0549  HORZ ORDER      -  THIRD
 LJ0549
 LJ0549.The horizontal coordinates were established by classical geodetic methods
 LJ0549.and adjusted by the National Geodetic Survey in August 1997.
 LJ0549
 LJ0549.The orthometric height was scaled from a topographic map.
 LJ0549
 LJ0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0549.GEOID18 height accuracy estimate available here.
 LJ0549
 LJ0549.Click photographs - Photos may exist for this station.
 LJ0549
 LJ0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0549
 LJ0549. The following values were computed from the NAD 83(1995) position.
 LJ0549
 LJ0549;                    North         East     Units Scale Factor Converg.
 LJ0549;SPC NE       -    91,655.734   445,781.969   MT  0.99976742   -0 25 29.9
 LJ0549;SPC NE       -   300,707.19  1,462,536.34   sFT  0.99976742   -0 25 29.9
 LJ0549;UTM  14      - 4,501,980.685   361,251.686   MT  0.99983696   -1 04 10.2
 LJ0549
 LJ0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0549!SPC NE       -   0.99986812  x   0.99976742  =   0.99963557
 LJ0549!UTM  14      -   0.99986812  x   0.99983696  =   0.99970510
 LJ0549
 LJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6125101980(NAD 83)
 LJ0549
 LJ0549                          SUPERSEDED SURVEY CONTROL
 LJ0549
 LJ0549  NAD 83(1986)-  40 39 25.32806(N)    100 38 28.53905(W) AD(       ) 3
 LJ0549
 LJ0549.Superseded values are not recommended for survey control.
 LJ0549
 LJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0549.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0549
 LJ0549_MARKER: DZ = AZIMUTH MARK DISK
 LJ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0549_STAMPING: MAYWOOD 2 1981
 LJ0549_MARK LOGO: NGS
 LJ0549_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0549+STABILITY: SURFACE MOTION
 LJ0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0549+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LJ0549
 LJ0549  HISTORY     - Date     Condition        Report By
 LJ0549  HISTORY     - 1981     MONUMENTED       NGS
 LJ0549
 LJ0549                          STATION DESCRIPTION
 LJ0549
 LJ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LJ0549'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST FROM MAYWOOD AND AT
 LJ0549'THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 23, ON ROAD
 LJ0549'RIGHT-OF-WAY.
 LJ0549'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LJ0549'0.04 M (0.13 FT) ABOVE THE GROUND.  IT IS 39.3 M (128.9 FT) NORTH
 LJ0549'FROM THE CENTERLINE OF STATE HIGHWAY 23, 41.5 M (136.2 FT) NORTHEAST
 LJ0549'FROM THE CENTERLINE OF U.S. HIGHWAY 83, 0.71 M (2.33 FT) WEST FROM A
 LJ0549'POWER POLE AND 0.46 M (1.51 FT) EAST FROM A WITNESS POST.  REBAR WAS
 LJ0549'PLACED NEXT TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0476 ***********************************************************************
 LJ0476  DESIGNATION -  MAYWOOD RESET
 LJ0476  PID         -  LJ0476
 LJ0476  STATE/COUNTY-  NE/FRONTIER
 LJ0476  COUNTRY     -  US
 LJ0476  USGS QUAD   -  CURTIS NW (2017)
 LJ0476
 LJ0476                         *CURRENT SURVEY CONTROL
 LJ0476  ______________________________________________________________________
 LJ0476* NAD 83(1995) POSITION- 40 39 23.83454(N) 100 38 54.21349(W)   ADJUSTED
 LJ0476* NAVD 88 ORTHO HEIGHT -   861.    (meters)     2825.    (feet) SCALED
 LJ0476  ______________________________________________________________________
 LJ0476  GEOID HEIGHT    -        -23.064 (meters)                     GEOID18
 LJ0476  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 LJ0476  HORZ ORDER      -  THIRD
 LJ0476
 LJ0476.The horizontal coordinates were established by classical geodetic methods
 LJ0476.and adjusted by the National Geodetic Survey in August 1997.
 LJ0476
 LJ0476.The orthometric height was scaled from a topographic map.
 LJ0476
 LJ0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0476.GEOID18 height accuracy estimate available here.
 LJ0476
 LJ0476.Click photographs - Photos may exist for this station.
 LJ0476
 LJ0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0476
 LJ0476. The following values were computed from the NAD 83(1995) position.
 LJ0476
 LJ0476;                    North         East     Units Scale Factor Converg.
 LJ0476;SPC NE       -    91,614.325   445,178.496   MT  0.99976752   -0 25 46.9
 LJ0476;SPC NE       -   300,571.33  1,460,556.45   sFT  0.99976752   -0 25 46.9
 LJ0476;UTM  14      - 4,501,946.065   360,647.743   MT  0.99983903   -1 04 26.9
 LJ0476
 LJ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0476!SPC NE       -   0.99986852  x   0.99976752  =   0.99963607
 LJ0476!UTM  14      -   0.99986852  x   0.99983903  =   0.99970757
 LJ0476
 LJ0476:                Primary Azimuth Mark                     Grid Az
 LJ0476:SPC NE       -  MAYWOOD AZ MK RESET                      088 15 06.7
 LJ0476:UTM  14      -  MAYWOOD AZ MK RESET                      088 53 46.7
 LJ0476
 LJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6064701946(NAD 83)
 LJ0476
 LJ0476|---------------------------------------------------------------------|
 LJ0476| PID    Reference Object                     Distance      Geod. Az  |
 LJ0476|                                                           dddmmss.s |
 LJ0476| LJ0548 MAYWOOD 2                           276.058 METERS 00332     |
 LJ0476| LJ0570 MAYWOOD AZ MK RESET                                0874919.8 |
 LJ0476| CN9980 MAYWOOD AZ MK                                      0883329.4 |
 LJ0476| LJ0572 MAYWOOD RM 5                         23.941 METERS 09154     |
 LJ0476| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX. 9.1 KM 1695356.9 |
 LJ0476| LJ0571 MAYWOOD RM 4                          8.347 METERS 27015     |
 LJ0476| CN9981 MAYWOOD RM 1                          8.365 METERS 27111     |
 LJ0476| CN9982 MAYWOOD RM 2                         24.330 METERS 35615     |
 LJ0476|---------------------------------------------------------------------|
 LJ0476
 LJ0476                          SUPERSEDED SURVEY CONTROL
 LJ0476
 LJ0476  NAD 83(1986)-  40 39 23.83964(N)    100 38 54.22007(W) AD(       ) 3
 LJ0476  NAD 27      -  40 39 23.81205(N)    100 38 52.68209(W) AD(       ) 3
 LJ0476
 LJ0476.Superseded values are not recommended for survey control.
 LJ0476
 LJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0476.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0476
 LJ0476_MARKER: DS = TRIANGULATION STATION DISK
 LJ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0476_STAMPING: MAYWOOD 1951
 LJ0476_MARK LOGO: CGS
 LJ0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0476+STABILITY: SURFACE MOTION
 LJ0476
 LJ0476  HISTORY     - Date     Condition        Report By
 LJ0476  HISTORY     - 1951     MONUMENTED       CGS
 LJ0476  HISTORY     - 1956     GOOD             CGS
 LJ0476  HISTORY     - 1961     GOOD             CGS
 LJ0476  HISTORY     - 1961     GOOD             CGS
 LJ0476  HISTORY     - 1968     GOOD             CGS
 LJ0476  HISTORY     - 19810616 SEE DESCRIPTION  NGS
 LJ0476
 LJ0476                          STATION DESCRIPTION
 LJ0476
 LJ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0476'THE STATION IS LOCATED 1.4 MILES WEST OF MAYWOOD, 36 FEET SOUTH
 LJ0476'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 20 FEET WEST OF
 LJ0476'THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 9 FEET WEST OF A
 LJ0476'TRIANGLE BLAZED TELEPHONE POLE.  IT IS STAMPED MAYWOOD 1951
 LJ0476'AND PROJECTS 1 INCH.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE CENTER OF AN
 LJ0476'EAST-WEST GRAVELED ROAD.  IT IS STAMPED MAYWOOD NO 1 1951 AND
 LJ0476'IS SET FLUSH.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF AN
 LJ0476'EAST-WEST GRAVELED ROAD AND 38 FEET WEST OF THE CENTER OF A
 LJ0476'NORTH-SOUTH DIRT ROAD.  IT IS STAMPED MAYWOOD NO 2 1951 AND IS
 LJ0476'SET FLUSH.
 LJ0476'
 LJ0476'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0476'NO. 2 IS 84.1 FEET.
 LJ0476'
 LJ0476'THE AZIMUTH MARK IS LOCATED 34 FEET NORTH OF THE CENTER OF
 LJ0476'AN EAST-WEST GRAVELED ROAD, 9 FEET WEST OF A POWER LINE POLE
 LJ0476'AND JUST SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MAYWOOD
 LJ0476'1951 AND PROJECTS 1 INCH.
 LJ0476'
 LJ0476'TO REACH THE STATION FROM THE FARMERS STATE BANK IN MAYWOOD,
 LJ0476'GO WEST ON A GRAVELED ROAD FOR 1.05 MILES TO THE AZIMUTH
 LJ0476'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.35 MILE
 LJ0476'TO A CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE AS
 LJ0476'DESCRIBED.
 LJ0476
 LJ0476                          STATION RECOVERY (1956)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LJ0476'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0476'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S. HIGHWAY
 LJ0476'83 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE DESCRIPTION
 LJ0476'FOR THE STATION IS ADEQUATE.  A BRIEF DESCRIPTION OF THE RESET
 LJ0476'AZIMUTH MARK FOLLOWS.
 LJ0476'
 LJ0476'THE AZIMUTH MARK (RESET) IS 0.4 MILE EAST OF THE STATION, 170
 LJ0476'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 50 YARDS SOUTHWEST
 LJ0476'OF ELOF ANDERSONS HOUSE, 70 FEET NORTH OF THE CENTER OF GRAVEL
 LJ0476'ROAD, 60 FEET WEST OF THE CENTER OF DRIVEWAY TO HOUSE, AND
 LJ0476'2 FEET NORTH OF POWER POLE.  THE MARK PROJECTS 1 INCH AND THE
 LJ0476'DISK IS STAMPED MAYWOOD 1951 RESET 1956.
 LJ0476
 LJ0476                          STATION RECOVERY (1961)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0476'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0476'IN GOOD CONDITION EXCEPT THE STATION MARK WAS HAD ALL THE DIRT
 LJ0476'GRADED AWAY FROM IT AND REFERENCE MARK NO. 2 HAD BEEN DESTROYED.
 LJ0476'THE STATION MARK AND THE UNDERGROUND STATION MARK WERE LOWERED
 LJ0476'IN PLACE AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 LJ0476'COMPLETE DESCRIPTION FOLLOWS.
 LJ0476'
 LJ0476'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST OF MAYWOOD AND ABOUT
 LJ0476'1/2 MILE WEST OF U.S. HIGHWAY 83 AT A CROSSROADS IN THE NORTHEAST
 LJ0476'CORNER OF SEC. 19, T 8 N, R 29 W, 36 FEET SOUTH OF THE CENTER
 LJ0476'OF AN EAST-WEST GRAVEL ROAD, 20 FEET WEST OF A NORTH-SOUTH DIRT
 LJ0476'ROAD, 7 FEET WEST OF A TRIANGLE BLAZED POLE, AND 1 FOOT WEST OF
 LJ0476'A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LJ0476'DISK IS STAMPED MAYWOOD 1951.
 LJ0476'
 LJ0476'TO REACH THE STATION FROM THE FARMERS STATE BANK IN MAYWOOD, GO
 LJ0476'WEST ON A MACADAM ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 LJ0476'RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.05 MILE TO U.S. HIGHWAY
 LJ0476'83.  CROSS U.S. HIGHWAY 83 AND CONTINUE ON GRAVEL ROAD FOR 0.35
 LJ0476'MILE TO A DIRT CROSSROAD AND THE STATION AS DESCRIBED.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 1 IS 27.51 FEET WEST OF THE STATION, AND
 LJ0476'36 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS
 LJ0476'10 INCHES AND THE DISK IS STAMPED MAYWOOD NO 1 1951.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 3 IS 78.44 FEET NORTH OF THE STATION, IN THE
 LJ0476'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 43 FEET
 LJ0476'NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, AND 18 FEET
 LJ0476'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  THE MARK IS
 LJ0476'SET IN A DRILLHOLE ON TOP OF CONCRETE HEADWALL, AND THE DISK
 LJ0476'IS STAMPED MAYWOOD NO 3 1951.
 LJ0476'
 LJ0476'THE AZIMUTH MARK (RESET) IS 0.4 MILE EAST OF THE STATION, 170
 LJ0476'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 50 YARDS SOUTHWEST
 LJ0476'OF ELOF ANDERSONS HOUSE, 70 FEET NORTH OF THE CENTER OF
 LJ0476'HARD-SURFACE ROAD LEADING TO MAYWOOD (STATE HIGHWAY 23), 60 FEET
 LJ0476'WEST OF THE CENTER OF DRIVEWAY TO HOUSE, AND 2 FEET NORTH OF A
 LJ0476'POWER POLE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LJ0476'MAYWOOD 1951 RESET 1956.
 LJ0476
 LJ0476                          STATION RECOVERY (1961)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LJ0476'RECOVERED IN GOOD CONDITION.
 LJ0476
 LJ0476                          STATION RECOVERY (1968)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0476'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LJ0476'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DISPLACED AND
 LJ0476'REFERENCE MARK NO. 3 WHICH WAS SET IN A CONCRETE HEADWALL WAS
 LJ0476'DESTROYED.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 LJ0476'
 LJ0476'FOLLOWING IS A NEW DESCRIPTION.
 LJ0476'
 LJ0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 LJ0476'STATE HIGHWAY 23 WHICH IS ABOUT 1 MILE WEST OF MAYWOOD, GO WEST
 LJ0476'ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD AND THE STATION
 LJ0476'IN THE SOUTHWEST ANGLE.  (THE AZIMUTH MARK IS ABOUT 175 FEET
 LJ0476'NORTHEAST OF THE ABOVE JUNCTION.)
 LJ0476'
 LJ0476'STATION MARK, A STANDARD DISK STAMPED MAYWOOD 1951, IS SET
 LJ0476'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0476'SURFACE OF THE GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF A
 LJ0476'GRAVELED ROAD, 26 FEET WEST OF THE CENTER OF A DIRT ROAD, 7 FEET
 LJ0476'WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, AND 1 FOOT
 LJ0476'WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LJ0476'INSPECTED.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MAYWOOD 1951 NO.
 LJ0476'4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LJ0476'PROJECTS 6 INCHES.  IT IS 43.5 FEET WEST OF THE CENTER OF THE
 LJ0476'DIRT ROAD, 34 FEET WEST OF A TELEPHONE POLE, 34 FEET SOUTH OF
 LJ0476'THE CENTER OF THE GRAVELED ROAD, AND 4 FEET NORTH OF A FENCE.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED MAYWOOD 1951 NO. 5
 LJ0476'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LJ0476'6 INCHES.  IT IS 53 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 LJ0476'38 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 1.5 FEET
 LJ0476'WEST OF A TELEPHONE POLE.
 LJ0476'
 LJ0476'AZIMUTH MARK, A STANDARD DISK STAMPED MAYWOOD 1951 RESET 1956,
 LJ0476'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0476'SURFACE OF THE GROUND.  IT IS 150 FEET SOUTHWEST OF MR. ELOF
 LJ0476'ANDERSONS HOUSE, 70 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23,
 LJ0476'3 FEET NORTH-NORTHWEST OF A POWERLINE POLE, AND 1 FOOT WEST
 LJ0476'OF A METAL WITNESS POST.
 LJ0476'
 LJ0476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 LJ0476'MILES WEST OF MAYWOOD.
 LJ0476
 LJ0476                          STATION RECOVERY (1981)
 LJ0476
 LJ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0476'THE SURFACE STATION MARK, RM 4 AND RM 5 WERE RECOVERED IN GOOD
 LJ0476'CONDITION.  THE AZIMUTH RESET WAS SEARCHED FOR BUT NOT FOUND.  DUE TO
 LJ0476'ROAD CONSTRUCTION, THE STATION MARKS AND REFERENCE MARKS WILL BE
 LJ0476'DESTROYED.  STATION MAYWOOD 2 AND ACCESORY MARKS HAVE BEEN
 LJ0476'ESTABLISHED.  SATISFACTORY CHECKS TO THE RMS WERE OBTAINED.
 LJ0476'A POLARIS OBSERVATION WAS MADE TO MAYWOOD 2 AZ MK.  FOR FURTHER
 LJ0476'DETAILS SEE THE DESCRIPTION TO MAYWOOD 2 AND THE ACCESORY MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0452 ***********************************************************************
 LJ0452  DESIGNATION -  MC COOK CATHOLIC CHURCH SPIRE
 LJ0452  PID         -  LJ0452
 LJ0452  STATE/COUNTY-  NE/RED WILLOW
 LJ0452  COUNTRY     -  US
 LJ0452  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0452
 LJ0452                         *CURRENT SURVEY CONTROL
 LJ0452  ______________________________________________________________________
 LJ0452* NAD 83(1995) POSITION- 40 12 10.02240(N) 100 37 17.17896(W)   ADJUSTED
 LJ0452  ______________________________________________________________________
 LJ0452  GEOID HEIGHT    -        -23.979 (meters)                     GEOID18
 LJ0452  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LJ0452  HORZ ORDER      -  THIRD
 LJ0452
 LJ0452.The horizontal coordinates were established by classical geodetic methods
 LJ0452.and adjusted by the National Geodetic Survey in August 1997.
 LJ0452
 LJ0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0452.GEOID18 height accuracy estimate available here.
 LJ0452
 LJ0452.Click photographs - Photos may exist for this station.
 LJ0452
 LJ0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0452
 LJ0452. The following values were computed from the NAD 83(1995) position.
 LJ0452
 LJ0452;                    North         East     Units Scale Factor Converg.
 LJ0452;SPC NE       -    41,211.817   447,095.251   MT  0.99991449   -0 24 42.6
 LJ0452;SPC NE       -   135,209.10  1,466,845.00   sFT  0.99991449   -0 24 42.6
 LJ0452;UTM  14      - 4,451,525.256   362,001.663   MT  0.99983443   -1 02 48.5
 LJ0452
 LJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6200151525(NAD 83)
 LJ0452
 LJ0452                          SUPERSEDED SURVEY CONTROL
 LJ0452
 LJ0452  NAD 83(1986)-  40 12 10.02637(N)    100 37 17.18402(W) AD(       ) 3
 LJ0452  NAD 27      -  40 12 10.02000(N)    100 37 15.64000(W) AD(       ) 3
 LJ0452
 LJ0452.Superseded values are not recommended for survey control.
 LJ0452
 LJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0452.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0452
 LJ0452_MARKER: 90 = CHURCH SPIRE
 LJ0452
 LJ0452  HISTORY     - Date     Condition        Report By
 LJ0452  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0452
 LJ0452                          STATION DESCRIPTION
 LJ0452
 LJ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0452'THIS RED-BRICK CHURCH IS LOCATED IN THE NORTHEAST ANGLE OF THE
 LJ0452'INTERSECTION OF THIRD STREET EAST AND F STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0451 ***********************************************************************
 LJ0451  DESIGNATION -  MC COOK CITY PARK STANDPIPE
 LJ0451  PID         -  LJ0451
 LJ0451  STATE/COUNTY-  NE/RED WILLOW
 LJ0451  COUNTRY     -  US
 LJ0451  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0451
 LJ0451                         *CURRENT SURVEY CONTROL
 LJ0451  ______________________________________________________________________
 LJ0451* NAD 83(1995) POSITION- 40 12 16.00183(N) 100 37 29.89227(W)   ADJUSTED
 LJ0451  ______________________________________________________________________
 LJ0451  GEOID HEIGHT    -        -23.972 (meters)                     GEOID18
 LJ0451  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LJ0451  HORZ ORDER      -  THIRD
 LJ0451
 LJ0451.The horizontal coordinates were established by classical geodetic methods
 LJ0451.and adjusted by the National Geodetic Survey in August 1997.
 LJ0451
 LJ0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0451.GEOID18 height accuracy estimate available here.
 LJ0451
 LJ0451.Click photographs - Photos may exist for this station.
 LJ0451
 LJ0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0451
 LJ0451. The following values were computed from the NAD 83(1995) position.
 LJ0451
 LJ0451;                    North         East     Units Scale Factor Converg.
 LJ0451;SPC NE       -    41,398.393   446,795.945   MT  0.99991384   -0 24 51.0
 LJ0451;SPC NE       -   135,821.23  1,465,863.03   sFT  0.99991384   -0 24 51.0
 LJ0451;UTM  14      - 4,451,715.122   361,704.467   MT  0.99983544   -1 02 56.8
 LJ0451
 LJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6170451715(NAD 83)
 LJ0451
 LJ0451                          SUPERSEDED SURVEY CONTROL
 LJ0451
 LJ0451  NAD 83(1986)-  40 12 16.00584(N)    100 37 29.89729(W) AD(       ) 3
 LJ0451  NAD 27      -  40 12 15.99900(N)    100 37 28.34200(W) AD(       ) 3
 LJ0451
 LJ0451.Superseded values are not recommended for survey control.
 LJ0451
 LJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0451.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0451
 LJ0451_MARKER: 52 = STANDPIPE TANK
 LJ0451
 LJ0451  HISTORY     - Date     Condition        Report By
 LJ0451  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0451  HISTORY     - 1968     GOOD             CGS
 LJ0451
 LJ0451                          STATION DESCRIPTION
 LJ0451
 LJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0451'THIS STANDPIPE IS IN THE NORTH SECTION OF THE CITY PARK OF THE
 LJ0451'BLOCK BOUNDED BY NORTH MAIN STREET, ON THE WEST, FIRST STREET
 LJ0451'EAST, ON THE EAST, AND H AND G STREETS, ON THE NORTH AND SOUTH,
 LJ0451'RESPECTIVELY.  IT WAS ERECTED IN 1885.  IT IS SILVER COLORED.
 LJ0451
 LJ0451                          STATION RECOVERY (1968)
 LJ0451
 LJ0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0451'THE STATION IS LOCATED AT THE NORTHEAST SIDE OF MC COOK,
 LJ0451'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FIRST STREET
 LJ0451'EAST AND EAST H STREET, IS A STEEL STRUCTURE PAINTED SILVER
 LJ0451'AND HAS AN OVERALL HEIGHT OF ABOUT 65 FEET.  THE POINT OBSERVED IS
 LJ0451'THE TOP CENTER OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0453 ***********************************************************************
 LJ0453  DESIGNATION -  MC COOK MUNICIPAL TANK
 LJ0453  PID         -  LJ0453
 LJ0453  STATE/COUNTY-  NE/RED WILLOW
 LJ0453  COUNTRY     -  US
 LJ0453  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0453
 LJ0453                         *CURRENT SURVEY CONTROL
 LJ0453  ______________________________________________________________________
 LJ0453* NAD 83(1995) POSITION- 40 12 26.34408(N) 100 37 08.90820(W)   ADJUSTED
 LJ0453  ______________________________________________________________________
 LJ0453  GEOID HEIGHT    -        -23.972 (meters)                     GEOID18
 LJ0453  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LJ0453  HORZ ORDER      -  THIRD
 LJ0453
 LJ0453.The horizontal coordinates were established by classical geodetic methods
 LJ0453.and adjusted by the National Geodetic Survey in August 1997.
 LJ0453
 LJ0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0453.GEOID18 height accuracy estimate available here.
 LJ0453
 LJ0453.Click photographs - Photos may exist for this station.
 LJ0453
 LJ0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0453
 LJ0453. The following values were computed from the NAD 83(1995) position.
 LJ0453
 LJ0453;                    North         East     Units Scale Factor Converg.
 LJ0453;SPC NE       -    41,713.784   447,294.439   MT  0.99991272   -0 24 37.1
 LJ0453;SPC NE       -   136,855.97  1,467,498.51   sFT  0.99991272   -0 24 37.1
 LJ0453;UTM  14      - 4,452,024.944   362,206.386   MT  0.99983373   -1 02 43.5
 LJ0453
 LJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6220652024(NAD 83)
 LJ0453
 LJ0453                          SUPERSEDED SURVEY CONTROL
 LJ0453
 LJ0453  NAD 83(1986)-  40 12 26.34808(N)    100 37 08.91329(W) AD(       ) 3
 LJ0453  NAD 27      -  40 12 26.32013(N)    100 37 07.36466(W) AD(       ) 3
 LJ0453
 LJ0453.Superseded values are not recommended for survey control.
 LJ0453
 LJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0453.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0453
 LJ0453_MARKER: 53 = ELEVATED TANK
 LJ0453
 LJ0453  HISTORY     - Date     Condition        Report By
 LJ0453  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0453  HISTORY     - 1967     GOOD             CGS
 LJ0453  HISTORY     - 1968     GOOD             CGS
 LJ0453  HISTORY     - 1976     GOOD             NGS
 LJ0453
 LJ0453                          STATION DESCRIPTION
 LJ0453
 LJ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0453'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF MC COOK
 LJ0453'BETWEEN 4TH EAST AND 5TH EAST STREETS.  IT IS A LARGE FLAT-BOTTOMED,
 LJ0453'DOME SHAPED TANK SUPPORTED BY 10 TUBULAR STEEL LEGS WITH
 LJ0453'DIAGONAL BRACING AND HAS AN OVER-ALL HEIGHT OF 105.0 FEET.
 LJ0453'
 LJ0453'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK
 LJ0453'PROPER.
 LJ0453
 LJ0453                          STATION RECOVERY (1967)
 LJ0453
 LJ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LJ0453'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LJ0453'CONDITION.
 LJ0453'
 LJ0453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 LJ0453'IS LOCATED NEAR THE NORTHEAST CORNER OF MC COOK BETWEEN 4TH
 LJ0453'STREET EAST AND 5TH STREET EAST.
 LJ0453
 LJ0453                          STATION RECOVERY (1968)
 LJ0453
 LJ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0453'THIS INTERSECTION STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED
 LJ0453'AND IN GOOD CONDITION.  IT IS IN THE SOUTHWEST ANGLE OF EAST
 LJ0453'5TH STREET AND EAST K STREET AT THE NORTHEAST SIDE OF MC COOK.
 LJ0453
 LJ0453                          STATION RECOVERY (1976)
 LJ0453
 LJ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 LJ0453'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0453'
 LJ0453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE CORNER OF
 LJ0453'MCCOOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0446 ***********************************************************************
 LJ0446  DESIGNATION -  MC COOK ST AIRFIELD WATER TWR
 LJ0446  PID         -  LJ0446
 LJ0446  STATE/COUNTY-  NE/RED WILLOW
 LJ0446  COUNTRY     -  US
 LJ0446  USGS QUAD   -  RED WILLOW DAM (2017)
 LJ0446
 LJ0446                         *CURRENT SURVEY CONTROL
 LJ0446  ______________________________________________________________________
 LJ0446* NAD 83(1995) POSITION- 40 18 31.68753(N) 100 42 38.61221(W)   ADJUSTED
 LJ0446  ______________________________________________________________________
 LJ0446  GEOID HEIGHT    -        -23.672 (meters)                     GEOID18
 LJ0446  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LJ0446  HORZ ORDER      -  THIRD
 LJ0446
 LJ0446.The horizontal coordinates were established by classical geodetic methods
 LJ0446.and adjusted by the National Geodetic Survey in August 1997.
 LJ0446
 LJ0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0446.GEOID18 height accuracy estimate available here.
 LJ0446
 LJ0446.Click photographs - Photos may exist for this station.
 LJ0446
 LJ0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0446
 LJ0446. The following values were computed from the NAD 83(1995) position.
 LJ0446
 LJ0446;                    North         East     Units Scale Factor Converg.
 LJ0446;SPC NE       -    53,040.937   439,590.928   MT  0.99987465   -0 28 15.6
 LJ0446;SPC NE       -   174,018.47  1,442,224.57   sFT  0.99987465   -0 28 15.6
 LJ0446;UTM  14      - 4,463,436.307   354,629.329   MT  0.99986014   -1 06 24.7
 LJ0446
 LJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5462963436(NAD 83)
 LJ0446
 LJ0446                          SUPERSEDED SURVEY CONTROL
 LJ0446
 LJ0446  NAD 83(1986)-  40 18 31.69176(N)    100 42 38.61788(W) AD(       ) 3
 LJ0446  NAD 27      -  40 18 31.67065(N)    100 42 37.05810(W) AD(       ) 3
 LJ0446
 LJ0446.Superseded values are not recommended for survey control.
 LJ0446
 LJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0446.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0446
 LJ0446_MARKER: 54 = WATER TOWER
 LJ0446
 LJ0446  HISTORY     - Date     Condition        Report By
 LJ0446  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0446  HISTORY     - 1958     GOOD             CGS
 LJ0446  HISTORY     - 1968     GOOD             CGS
 LJ0446
 LJ0446                          STATION DESCRIPTION
 LJ0446
 LJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0446'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF CULBERTSON
 LJ0446'AND 8.5 MILES NORTHWEST OF MC COOK AT THE NORTHWEST CORNER OF
 LJ0446'THE MC COOK STATE AIRFIELD AIRBASE ON STATE OWNED PROPERTY.
 LJ0446'IT IS A CYLINDRICAL RE-ENFORCED CONCRETE STRUCTURE 24.0 FEET
 LJ0446'IN DIAMETER WITH THE TOP 25.0 FEET PAINTED IN RED AND WHITE
 LJ0446'CHECKS AND HAS AN OVERALL HEIGHT OF 110.0 FEET.
 LJ0446'
 LJ0446'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE WATER
 LJ0446'TOWER.
 LJ0446'
 LJ0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 LJ0446'NO. 6 AND 34 AND U.S. HIGHWAY NO. 83 AT THE WEST EDGE OF MC COOK,
 LJ0446'GO NORTH ON U.S. HIGHWAY NO. 83 FOR 6.0 MILES TO A T ROAD
 LJ0446'LEFT, TURN LEFT AND GO WEST, NORTH AND WEST FOR 4.0 MILES
 LJ0446'TO THE WEST ENTRANCE OF THE MC COOK STATE AIRFIELD AND THE
 LJ0446'STATION IN THE NORTHWEST CORNER OF THE AREA AS DESCRIBED.
 LJ0446
 LJ0446                          STATION RECOVERY (1958)
 LJ0446
 LJ0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0446'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0446'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 LJ0446
 LJ0446                          STATION RECOVERY (1968)
 LJ0446
 LJ0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0446'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LJ0446'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0458 ***********************************************************************
 LJ0458  DESIGNATION -  MC COOK STATE POLICE RAD MAST
 LJ0458  PID         -  LJ0458
 LJ0458  STATE/COUNTY-  NE/RED WILLOW
 LJ0458  COUNTRY     -  US
 LJ0458  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0458
 LJ0458                         *CURRENT SURVEY CONTROL
 LJ0458  ______________________________________________________________________
 LJ0458* NAD 83(1995) POSITION- 40 12 45.88933(N) 100 39 32.55444(W)   ADJUSTED
 LJ0458  ______________________________________________________________________
 LJ0458  GEOID HEIGHT    -        -23.922 (meters)                     GEOID18
 LJ0458  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 LJ0458  HORZ ORDER      -  THIRD
 LJ0458
 LJ0458.The horizontal coordinates were established by classical geodetic methods
 LJ0458.and adjusted by the National Geodetic Survey in August 1997.
 LJ0458
 LJ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0458.GEOID18 height accuracy estimate available here.
 LJ0458
 LJ0458.Click photographs - Photos may exist for this station.
 LJ0458
 LJ0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0458
 LJ0458. The following values were computed from the NAD 83(1995) position.
 LJ0458
 LJ0458;                    North         East     Units Scale Factor Converg.
 LJ0458;SPC NE       -    42,341.676   443,902.388   MT  0.99991060   -0 26 12.3
 LJ0458;SPC NE       -   138,915.98  1,456,369.75   sFT  0.99991060   -0 26 12.3
 LJ0458;UTM  14      - 4,452,690.333   358,821.744   MT  0.99984536   -1 04 16.7
 LJ0458
 LJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5882152690(NAD 83)
 LJ0458
 LJ0458                          SUPERSEDED SURVEY CONTROL
 LJ0458
 LJ0458  NAD 83(1986)-  40 12 45.89317(N)    100 39 32.55961(W) AD(       ) 3
 LJ0458  NAD 27      -  40 12 45.88460(N)    100 39 31.00514(W) AD(       ) 3
 LJ0458
 LJ0458.Superseded values are not recommended for survey control.
 LJ0458
 LJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0458.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0458
 LJ0458_MARKER: 42 = RADIO/TV MAST
 LJ0458
 LJ0458  HISTORY     - Date     Condition        Report By
 LJ0458  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0458  HISTORY     - 1967     GOOD             CGS
 LJ0458  HISTORY     - 1968     GOOD             CGS
 LJ0458  HISTORY     - 1979     GOOD             NGS
 LJ0458
 LJ0458                          STATION DESCRIPTION
 LJ0458
 LJ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0458'THE STATION IS LOCATED ABOUT 0.8 MILE NORTHWEST OF THE NORTHWEST
 LJ0458'CORNER OF MC COOK.  IT IS A SELF SUPPORTING STEEL TRUSS STRUCTURE
 LJ0458'PAINTED ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT
 LJ0458'THE TOP OF THE MAST AND AN OVER-ALL HEIGHT OF 300.0 FEET.
 LJ0458'
 LJ0458'THE POINT OBSERVED UPON WAS THE RED FLASHER AT THE TOP OF THE
 LJ0458'MAST.
 LJ0458'
 LJ0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 6
 LJ0458'AND 34 AND U.S. HIGHWAY NO. 83 AT THE WEST EDGE OF MC COOK,
 LJ0458'GO NORTH ON U.S. HIGHWAY NO. 83 FOR 1.1 MILE TO A CROSSROAD,
 LJ0458'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 0.4 MILE TO A
 LJ0458'DRIVEWAY ON THE LEFT AND THE MAST AS DESCRIBED.
 LJ0458
 LJ0458                          STATION RECOVERY (1967)
 LJ0458
 LJ0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LJ0458'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LJ0458'CONDITION.
 LJ0458'
 LJ0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 LJ0458'IS LOCATED ABOUT 0.8 MILE NORTHWEST OF THE NORTHWEST CORNER OF
 LJ0458'MC COOK.
 LJ0458
 LJ0458                          STATION RECOVERY (1968)
 LJ0458
 LJ0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0458'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  OLD
 LJ0458'1951 DESCRIPTION ADEQUATE FOR RECOVERY.
 LJ0458
 LJ0458                          STATION RECOVERY (1979)
 LJ0458
 LJ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 LJ0458'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0458'
 LJ0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILES NW OF NW
 LJ0458'CORNER OF MCCOOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1173 ***********************************************************************
 ML1173  DESIGNATION -  MCCANDLESS
 ML1173  PID         -  ML1173
 ML1173  STATE/COUNTY-  NE/CUSTER
 ML1173  COUNTRY     -  US
 ML1173  USGS QUAD   -  ANSELMO SW (2017)
 ML1173
 ML1173                         *CURRENT SURVEY CONTROL
 ML1173  ______________________________________________________________________
 ML1173* NAD 83(1995) POSITION- 41 30 29.75066(N) 099 59 53.20285(W)   ADJUSTED
 ML1173* NAVD 88 ORTHO HEIGHT -   931.    (meters)     3054.    (feet) SCALED
 ML1173  ______________________________________________________________________
 ML1173  GEOID HEIGHT    -        -22.260 (meters)                     GEOID18
 ML1173  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 ML1173  HORZ ORDER      -  FIRST
 ML1173
 ML1173.The horizontal coordinates were established by classical geodetic methods
 ML1173.and adjusted by the National Geodetic Survey in August 1997.
 ML1173
 ML1173.The orthometric height was scaled from a topographic map.
 ML1173
 ML1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1173.GEOID18 height accuracy estimate available here.
 ML1173
 ML1173.Click photographs - Photos may exist for this station.
 ML1173
 ML1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1173
 ML1173. The following values were computed from the NAD 83(1995) position.
 ML1173
 ML1173;                    North         East     Units Scale Factor Converg.
 ML1173;SPC NE       -   185,959.582   500,157.575   MT  0.99965860   +0 00 04.5
 ML1173;SPC NE       -   610,102.40  1,640,933.64   sFT  0.99965860   +0 00 04.5
 ML1173;UTM  14      - 4,595,662.538   416,704.886   MT  0.99968538   -0 39 41.5
 ML1173
 ML1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1173!SPC NE       -   0.99985744  x   0.99965860  =   0.99951609
 ML1173!UTM  14      -   0.99985744  x   0.99968538  =   0.99954287
 ML1173
 ML1173:                Primary Azimuth Mark                     Grid Az
 ML1173:SPC NE       -  MCCANDLESS AZ MK                         188 53 29.8
 ML1173:UTM  14      -  MCCANDLESS AZ MK                         189 33 15.8
 ML1173
 ML1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1670495662(NAD 83)
 ML1173
 ML1173|---------------------------------------------------------------------|
 ML1173| PID    Reference Object                     Distance      Geod. Az  |
 ML1173|                                                           dddmmss.s |
 ML1173| CN9985 MCCANDLESS RM 2                     179.052 METERS 00311     |
 ML1173| CN9984 MCCANDLESS RM 1                      67.590 METERS 08127     |
 ML1173| CN9983 MCCANDLESS AZ MK                                   1885334.3 |
 ML1173| MM0366 ANSELMO LARGE CUPOLA                APPROX. 7.3 KM 2450434.2 |
 ML1173| MM0365 ANSELMO SMALL CUPOLA                APPROX. 7.4 KM 2453808.1 |
 ML1173|---------------------------------------------------------------------|
 ML1173
 ML1173                          SUPERSEDED SURVEY CONTROL
 ML1173
 ML1173  NAD 83(1986)-  41 30 29.75774(N)    099 59 53.20939(W) AD(       ) 1
 ML1173  NAD 27      -  41 30 29.74800(N)    099 59 51.75200(W) AD(       ) 1
 ML1173
 ML1173.Superseded values are not recommended for survey control.
 ML1173
 ML1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1173.See file dsdata.pdf to determine how the superseded data were derived.
 ML1173
 ML1173_MARKER: DS = TRIANGULATION STATION DISK
 ML1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1173_STAMPING: MC CANDLESS 1934
 ML1173_MARK LOGO: CGS
 ML1173_PROJECTION: RECESSED 30 CENTIMETERS
 ML1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1173+STABILITY: SURFACE MOTION
 ML1173
 ML1173  HISTORY     - Date     Condition        Report By
 ML1173  HISTORY     - 1934     MONUMENTED       CGS
 ML1173  HISTORY     - 1972     MARK NOT FOUND   USGS
 ML1173
 ML1173                          STATION DESCRIPTION
 ML1173
 ML1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1173'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 29, T. 18
 ML1173'N., R. 23 W., ABOUT 0.1 MILE SOUTH OF NORTH LINE AND 0.1 MILE
 ML1173'EAST OF WEST LINE, 550 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH
 ML1173'DIRT ROAD, 630 FEET SOUTH OF POINT OF TANGENCY OF CURVE.  MARK
 ML1173'IS 1 FOOT UNDERGROUND.
 ML1173'
 ML1173'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 ML1173'2 JUST SOUTHWEST OF MERNA, NEBRASKA, GO WEST ON STATE HIGHWAY
 ML1173'16 FOR 12 MILES TO CROSS ROAD AND SECTION CORNER.  TURN RIGHT
 ML1173'(NORTH) AND GO 1.9 MILES TO HOME OF MR. MC CANDLESS, OPPOSITE
 ML1173'ENTRANCE TO HOUSE TURN RIGHT (EAST) AND GO 0.1 MILE ON ROAD
 ML1173'TO TOP OF KNOLL AND STATION ON RIGHT.  STATION IS 18 FEET SOUTH
 ML1173'OF CENTERLINE OF THIS ROAD.
 ML1173'
 ML1173'REFERENCE MARK NO. 1 IS EAST OF STATION IN NORTHWEST QUARTER
 ML1173'OF SEC. 29, T. 18 N., R. 23 W., 10 FEET SOUTHWEST OF EDGE OF
 ML1173'RAVINE RUNNING NORTHEAST AND SOUTHWEST, AND PROJECTS 8 INCHES
 ML1173'ABOVE GROUND.
 ML1173'
 ML1173'REFERENCE MARK NO. 2 IS NORTH OF STATION IN NORTHWEST QUARTER
 ML1173'OF SEC. 29, T. 18 N., R. 23 W., 50 FEET SOUTH OF POINT OF
 ML1173'TANGENCY OF CURVE IN ROAD, AND PROJECTS 4 INCHES ABOVE GROUND.
 ML1173'
 ML1173'AZIMUTH MARK IS 0.7 MILE SOUTH IN FENCE CORNER.  TWO FEET NORTH
 ML1173'OF EAST-WEST FENCE LINE AND 1 FOOT EAST OF NORTH-SOUTH FENCE,
 ML1173'28 FEET EAST OF NORTH-SOUTH DIRT ROAD.  TO REACH AZIMUTH FROM
 ML1173'STATION, GO WEST 0.1 MILE TO ROAD, TURN LEFT (SOUTH) AND GO
 ML1173'0.65 MILE TO AZIMUTH ON LEFT IN FENCE CORNER.
 ML1173'
 ML1173'HEIGHT OF LIGHT ABOVE STATION - 29 METERS.
 ML1173
 ML1173                          STATION RECOVERY (1972)
 ML1173
 ML1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JCM)
 ML1173'AZ MARK FOUND IN GOOD CONDITION.
 ML1173'
 ML1173'ALL OTHER MARKS NOT FOUND.  FIELD IS NOW UNDER CULTIVATION
 ML1173'AND MARKS MAY HAVE BEEN DESTROYED, HOWEVER SINCE THE MARK WAS
 ML1173'ORIGINALLY DESCRIBED AS 1 FT UNDER GROUND IT MAY STILL BE THERE
 ML1173'AND NOT FOUND.  ROAD MENTIONED IN TO REACH DESCRIPTION IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0674 ***********************************************************************
 NN0674  DESIGNATION -  MCCLURE
 NN0674  PID         -  NN0674
 NN0674  STATE/COUNTY-  NE/HOLT
 NN0674  COUNTRY     -  US
 NN0674  USGS QUAD   -  GOOSE LAKE NE (2017)
 NN0674
 NN0674                         *CURRENT SURVEY CONTROL
 NN0674  ______________________________________________________________________
 NN0674* NAD 83(1995) POSITION- 42 12 04.53976(N) 098 33 17.33646(W)   ADJUSTED
 NN0674* NAVD 88 ORTHO HEIGHT -   643.9   (meters)     2113.    (feet) VERTCON
 NN0674  ______________________________________________________________________
 NN0674  GEOID HEIGHT    -        -24.136 (meters)                     GEOID18
 NN0674  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 NN0674  HORZ ORDER      -  FIRST
 NN0674
 NN0674.The horizontal coordinates were established by classical geodetic methods
 NN0674.and adjusted by the National Geodetic Survey in August 1997.
 NN0674
 NN0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0674
 NN0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0674.GEOID18 height accuracy estimate available here.
 NN0674
 NN0674.Click photographs - Photos may exist for this station.
 NN0674
 NN0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0674
 NN0674. The following values were computed from the NAD 83(1995) position.
 NN0674
 NN0674;                    North         East     Units Scale Factor Converg.
 NN0674;SPC NE       -   263,903.945   619,319.066   MT  0.99973222   +0 57 27.8
 NN0674;SPC NE       -   865,824.86  2,031,882.64   sFT  0.99973222   +0 57 27.8
 NN0674;UTM  14      - 4,672,218.315   536,752.737   MT  0.99961662   +0 17 56.6
 NN0674
 NN0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0674!SPC NE       -   0.99990280  x   0.99973222  =   0.99963505
 NN0674!UTM  14      -   0.99990280  x   0.99961662  =   0.99951946
 NN0674
 NN0674:                Primary Azimuth Mark                     Grid Az
 NN0674:SPC NE       -  MCCLURE AZ MK                            148 46 34.9
 NN0674:UTM  14      -  MCCLURE AZ MK                            149 26 06.1
 NN0674
 NN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3675272218(NAD 83)
 NN0674
 NN0674|---------------------------------------------------------------------|
 NN0674| PID    Reference Object                     Distance      Geod. Az  |
 NN0674|                                                           dddmmss.s |
 NN0674| CO4035 MCCLURE RM 1                         34.406 METERS 06805     |
 NN0674| CO4034 MCCLURE AZ MK                                      1494402.7 |
 NN0674| CO4036 MCCLURE RM 2                        113.956 METERS 17134     |
 NN0674|---------------------------------------------------------------------|
 NN0674
 NN0674                          SUPERSEDED SURVEY CONTROL
 NN0674
 NN0674  NAD 83(1986)-  42 12 04.54371(N)    098 33 17.34250(W) AD(       ) 1
 NN0674  NAD 27      -  42 12 04.52500(N)    098 33 16.04800(W) AD(       ) 1
 NN0674  USSD        -  42 12 04.63600(N)    098 33 16.24700(W) AD(       ) 3
 NN0674  NGVD 29 (07/19/86)  643.7    (m)         2112.     (f) VERT ANG       
 NN0674
 NN0674.Superseded values are not recommended for survey control.
 NN0674
 NN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0674.See file dsdata.pdf to determine how the superseded data were derived.
 NN0674
 NN0674_MARKER: DS = TRIANGULATION STATION DISK
 NN0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0674_STAMPING: MC CLURE 1900
 NN0674_MARK LOGO: CGS
 NN0674_PROJECTION: RECESSED 30 CENTIMETERS
 NN0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0674+STABILITY: SURFACE MOTION
 NN0674
 NN0674  HISTORY     - Date     Condition        Report By
 NN0674  HISTORY     - 1900     MONUMENTED       CGS
 NN0674  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0674  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0674  HISTORY     - 1949     GOOD             CGS
 NN0674
 NN0674                          STATION DESCRIPTION
 NN0674
 NN0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0674'THIS STATION IS NEAR THE SOUTH END OF A SHORT RANGE OF SAND
 NN0674'HILLS IN THE NE. 1/4 SEC. 26, T. 26 N., R. 11 W., ABOUT 15
 NN0674'FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE HIGHEST
 NN0674'POINT OF THE HILL ON WHICH IT STANDS.  IT IS 4 MILES SOUTH
 NN0674'AND 11 MILES WEST OF EWING, AND ABOUT 1.7 MILES NORTHEAST OF THE
 NN0674'PRESENT SITE OF THE LITTLE POST-OFFICE.  BEARINGS TO CERTAIN
 NN0674'POINTS ARE--TO THE SOUTHEAST CORNER OF SECTION 26, S 02 DEG 17 MIN E.
 NN0674'TO THE CHIMNEY OF J.H. WILSONS HOUSE, NOW THE
 NN0674'LITTLE POST-OFFICE, S 69 DEG 11 MIN W.  TO THE STANDPIPE AT O
 NN0674'NEILL, WHICH IS VISIBLE ONLY WHEN THE REFRACTION IS ABNORMALLY
 NN0674'LARGE, N 14 DEG 53 MIN W.  THE SURFACE MARK IS A MARBLE
 NN0674'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 NN0674'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED
 NN0674'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN
 NN0674'ITS TOP.  THE UNDERGROUND MARK IS AN EARTHENWARE CROCK,
 NN0674'BURIED ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD
 NN0674'AND WITH A SMALL DRILL HOLE IN THE BOTTOM.
 NN0674
 NN0674                          STATION RECOVERY (1935)
 NN0674
 NN0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0674'ABOUT 11 MILES WEST AND 4 MILES SOUTH OF EWING AND ABOUT 10
 NN0674'MILES EAST OF CHAMBERS, IN SE. 1/4 SEC. 26, T. 26 N., R. 11
 NN0674'W., IN A SHALLOW SAUCER-LIKE BLOW-OUT AT THE CREST OF THE
 NN0674'HIGHEST KNOLL OF A SMALL RANGE OF SAND HILLS, ABOUT 30 YARDS
 NN0674'WEST OF SECTION-LINE FENCE, AND 15 FEET SOUTHEAST OF THE
 NN0674'HIGHEST PART OF THE KNOLL, ON LAND OCCUPIED BY W.H. BRIGGS
 NN0674'WHO LIVES IN SECTION 36.
 NN0674'
 NN0674'THE SURFACE MARK, A MARBLE POST, WAS NOT RECOVERED.  THE TOP
 NN0674'OF THE SAND HILL HAS BEEN BLOWN AWAY.  EVIDENTLY THE POST
 NN0674'WAS EXPOSED AND HAS BEEN CARRIED AWAY.  NO TRACE OF IT COULD
 NN0674'BE FOUND BY INQUIRING OF RESIDENTS OF THE DISTRICT.  THE
 NN0674'UNDERGROUND MARK, A STONE MILK CROCK, WAS RECOVERED AND FOUND
 NN0674'TO BE IN GOOD CONDITION.  IT IS ABOUT 1 FOOT BELOW THE SURFACE
 NN0674'OF THE GROUND.
 NN0674'
 NN0674'TO REACH FROM EWING GO WEST ABOUT 12-1/2 MILES ON COUNTY
 NN0674'HIGHWAY 316 TO THE JUNCTION WITH THE ROAD LEADING TO INMAN,
 NN0674'THEN SOUTH 3 MILES AND WEST 1/2 MILE TO THE BRIGGS HOUSE,
 NN0674'GO ON ANGLING TRAIL TO THE NORTHWEST CORNER OF SECTION 36,
 NN0674'AND THEN NORTH ABOUT 1/4 MILE TO THE STATION SITE.
 NN0674
 NN0674                          STATION RECOVERY (1935)
 NN0674
 NN0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0674'STATION RECOVERED.  SURFACE MARK DESTROYED.  THE UNDERGROUND
 NN0674'MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1 FOOT UNDERGROUND.
 NN0674'
 NN0674'THE STATION WAS RE-MARKED IN 1935 AS FOLLOWS--THE ORIGINAL
 NN0674'UNDERGROUND MARK, A MILK CROCK, 10 INCHES IN DIAMETER AT
 NN0674'BOTTOM AND 6 INCHES IN DIAMETER AT TOP WAS LEFT IN AN INVERTED
 NN0674'POSITION 3.5 FEET UNDERGROUND.  OVER THIS WAS PLACED A LAYER OF
 NN0674'BOARDS AND SAND ABOUT 4 INCHES THICK, THEN A CONCRETE PIER
 NN0674'WITH STANDARD STATION TABLET IN IT WAS PLUMBED OVER THE
 NN0674'UNDERGROUND MARK AND WAS SET WITH TOP ABOUT 27 INCHES BELOW
 NN0674'GROUND SURFACE.  OVER THIS WAS PLACED A LAYER OF SAND 3 INCHES
 NN0674'THICK, THEN A CONCRETE PIER 16- BY 16- BY 12 INCHES, WITH
 NN0674'STANDARD STATION TABLET SET IN IT, WAS SET WITH TOP ABOUT
 NN0674'12 INCHES BELOW GROUND SURFACE.  IT IS THOUGHT THAT THE
 NN0674'BOWL, IN WHICH STATION IS LOCATED, WILL GRADUALLY FILL UP
 NN0674'AROUND THE STATION, AS PARTS OF THE OLD STATION TOWER PLACED
 NN0674'OVER STATION SITE WILL START A FILL.  A COMPLETE DESCRIPTION
 NN0674'FOLLOWS.
 NN0674'
 NN0674'ABOUT 10 MILES EAST OF CHAMBERS, 4 MILES SOUTH AND 11 MILES
 NN0674'WEST OF EWING, ABOUT 1.7 MILES NORTHEAST OF THE SITE OF THE
 NN0674'ABANDONED LITTLE POST OFFICE.  IN THE NORTHEAST QUARTER OF
 NN0674'SECTION 26, T. 26 N., R. 11 W., ABOUT 1/2 MILE SOUTHWEST OF
 NN0674'THE BUILDINGS ON THE W.H. BRIGGS RANCH, ABOUT 30 YARDS WEST
 NN0674'OF A SECTION-LINE FENCE, ON THE HIGHEST SAND HILL IN THE
 NN0674'VICINITY, IN A SHALLOW SAUCER-LIKE BLOW-OUT AT THE CREST OF
 NN0674'THE HIGHEST KNOLL OF A SMALL RANGE OF SANDHILLS, 15 FEET
 NN0674'SOUTHEAST OF THE HIGHEST PART OF THE KNOLL.
 NN0674'
 NN0674'TO REACH FROM EWING, GO WEST ABOUT 12-1/2 MILES ON COUNTY
 NN0674'HIGHWAY 316 TO THE JUNCTION WITH A ROAD LEADING TO INMAN, THENCE
 NN0674'SOUTH 3 MILES AND WEST 1/2 MILE TO THE BRIGGS RANCH, THEN WEST AND
 NN0674'NORTHWEST ACROSS THE PASTURE FOR ABOUT 1/2 MILE TO THE STATION.
 NN0674'
 NN0674'TO REACH FROM O NEILL, GO SOUTH ON U.S. HIGHWAY 281 FOR 19
 NN0674'MILES TO A CROSSROADS BEARING SIGN TO CHAMBERS, TURN EAST ON
 NN0674'COUNTY DIRT ROAD AND GO FOR 5.5 MILES TO A LANE, THEN TURN
 NN0674'NORTH AND GO 0.6 MILE TO BRIGGS RANCH HOUSE.
 NN0674'
 NN0674'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NN0674'DISKS STAMPED WITH NAME AND DATE, SET IN CONCRETE.
 NN0674'
 NN0674'REFERENCE MARK NO. 1 IS 34.120 METERS (111.96 FEET) FROM THE
 NN0674'STATION, N 67 DEG 54 MIN E, IN THE SECTION-LINE
 NN0674'FENCE ABOUT 10 FEET LOWER (IN ELEVATION) THAN THE STATION, AND
 NN0674'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NN0674'
 NN0674'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF THE FIRST HILL
 NN0674'SOUTH OF THE STATION, 118.95 METERS (373.87 FEET) DISTANT,
 NN0674'S 08 DEG 37 MIN E, AND SET FLUSH WITH GROUND.
 NN0674'
 NN0674'AZIMUTH FROM STATION TO CHIMNEY OF LITTLE POST OFFICE (1900)
 NN0674'IS S 69 DEG 11 MIN W.  THE STANDPIPE IN THE TOWN OF O NEILL REFERRED
 NN0674'TO IN THE PREVIOUS DESCRIPTION AS BEING VISIBLE WHEN REFRACTION
 NN0674'IS ABNORMALLY LARGE AND IN AZIMUTH (TRUE) 165 DEG 07 MIN
 NN0674'21 SEC, MAY BE VISIBLE FROM THE GROUND AT THE STATION.  THE
 NN0674'BEARING AND DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE
 NN0674'MARK NO. 1 IS N 06 DEG 35 MIN E, 126.30 METERS (COMPUTED).
 NN0674'
 NN0674'THE HOUSE REFERRED TO AS LITTLE POST-OFFICE WAS THE HOME OF
 NN0674'MR. J.H. WILSON BUT THE NAME OF THE PRESENT OCCUPANT IS NOT
 NN0674'KNOWN.
 NN0674
 NN0674                          STATION RECOVERY (1949)
 NN0674
 NN0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0674'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NN0674'WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0674'
 NN0674'THE DISTANCE TO REFERENCE MARK NO. 1 WAS IN ERROR AND THE
 NN0674'DISTANCE IN METERS TO REFERENCE MARK NO. 2 WAS IN ERROR.  AN
 NN0674'AZIMUTH MARK WAS ESTABLISHED.
 NN0674'
 NN0674'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0674'
 NN0674'THE STATION IS LOCATED ABOUT 15.0 MILES WEST-SOUTHWEST OF EWING,
 NN0674'10.0 MILES EAST OF CHAMBERS, 1.0 MILE NORTHWEST OF THE BRIGGS
 NN0674'RANCH HOUSE, AND 0.2 MILE NORTH-NORTHWEST OF THE NORTHWEST CORNER
 NN0674'OF SECTION 36.  IT IS ON LAND OWNED BY MRS. BRIGGS AND OCCUPIED
 NN0674'BY MR. STONEBREAKER.  IT IS STAMPED MC CLURE 1900 AND SET 12
 NN0674'INCHES BELOW THE SURFACE OF THE GROUND.
 NN0674'
 NN0674'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION IN THE
 NN0674'EAST SECTION LINE OF SECTION 26.  (UNFENCED) IT IS STAMPED
 NN0674'MC CLURE NO 1 1900 AND PROJECTS 2 INCHES.
 NN0674'
 NN0674'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION ON
 NN0674'THE SOUTH SIDE OF THE FIRST HILL SOUTH OF THE STATION.  IT
 NN0674'IS STAMPED MC CLURE NO 2 1900 AND SET FLUSH WITH THE SURFACE
 NN0674'OF THE GROUND.
 NN0674'
 NN0674'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 50 FEET EAST OF
 NN0674'SOUTH END OF GATE IN NORTH-SOUTH FENCE LINE, 30 FEET WEST OF
 NN0674'T-FENCE INTERSECTION, 2 FEET WEST OF WITNESS POST, AND 1 FOOT
 NN0674'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED MC CLURE 1949 AND
 NN0674'SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0674'
 NN0674'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO
 NN0674'EAST ON STATE HIGHWAY 95 FOR 5.0 MILES TO JUNCTION WITH
 NN0674'U.S. HIGHWAY 281, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 281
 NN0674'FOR 2.0 MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR 3.0
 NN0674'MILES TO CROSSROADS WITH CEMETERY IN SOUTHEAST ANGLE, CONTINUE
 NN0674'EAST FOR 2.6 MILES TO DRIVEWAY ON THE LEFT AND WIRE GATE ON THE
 NN0674'RIGHT, TURN LEFT AND GO NORTH-NORTHEAST ACROSS MEADOW FOR
 NN0674'0.6 MILE TO THE BRIGGS RANCH HOUSE, TURN RIGHT THROUGH BOARD
 NN0674'GATE INTO CORRAL AND FOLLOW SOUTH SIDE OF CORRAL FOR 0.05
 NN0674'MILE TO GATE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED, PASS
 NN0674'THROUGH GATE INTO LARGE PASTURE AND TURN SHARP LEFT
 NN0674'FOLLOWING TRACK ROAD NORTH-NORTHWEST FOR 1.0 MILE TO WIRE
 NN0674'GATE IN NORTHWEST CORNER OF SECTION 36, PASS THROUGH GATE AND GO
 NN0674'NORTH-NORTHWEST FOR 0.25 MILE TO HIGHEST POINT OF SANDY HILL
 NN0674'AND STATION IN THE CENTER OF SAUCER-LIKE BLOWOUT.
 NN0674'
 NN0674'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 NN0674'
 NN0674'A 47 FOOT SIGNAL AT STATION DELOIT 1900 IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'A 4 FOOT SIGNAL AT STATION BUFFALO 1900 IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'AN 87 FOOT SIGNAL AT STATION BLISS IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0463 ***********************************************************************
 LJ0463  DESIGNATION -  MCCOOK
 LJ0463  PID         -  LJ0463
 LJ0463  STATE/COUNTY-  NE/RED WILLOW
 LJ0463  COUNTRY     -  US
 LJ0463  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0463
 LJ0463                         *CURRENT SURVEY CONTROL
 LJ0463  ______________________________________________________________________
 LJ0463* NAD 83(1995) POSITION- 40 12 39.29761(N) 100 37 59.93489(W)   ADJUSTED
 LJ0463* NAVD 88 ORTHO HEIGHT -   800.079 (meters)     2624.93  (feet) ADJUSTED
 LJ0463  ______________________________________________________________________
 LJ0463  GEOID HEIGHT    -        -23.950 (meters)                     GEOID18
 LJ0463  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 LJ0463  DYNAMIC HEIGHT  -        799.549 (meters)     2623.19  (feet) COMP
 LJ0463  MODELED GRAVITY -    979,936.8   (mgal)                       NAVD 88
 LJ0463
 LJ0463  HORZ ORDER      -  SECOND
 LJ0463  VERT ORDER      -  SECOND    CLASS I
 LJ0463
 LJ0463.The horizontal coordinates were established by classical geodetic methods
 LJ0463.and adjusted by the National Geodetic Survey in August 1997.
 LJ0463
 LJ0463.The orthometric height was determined by differential leveling and
 LJ0463.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0463.in July 2002.
 LJ0463
 LJ0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0463.GEOID18 height accuracy estimate available here.
 LJ0463
 LJ0463.Click photographs - Photos may exist for this station.
 LJ0463
 LJ0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0463
 LJ0463.The dynamic height is computed by dividing the NAVD 88
 LJ0463.geopotential number by the normal gravity value computed on the
 LJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0463.degrees latitude (g = 980.6199 gals.).
 LJ0463
 LJ0463.The modeled gravity was interpolated from observed gravity values.
 LJ0463
 LJ0463. The following values were computed from the NAD 83(1995) position.
 LJ0463
 LJ0463;                    North         East     Units Scale Factor Converg.
 LJ0463;SPC NE       -    42,122.017   446,090.792   MT  0.99991131   -0 25 10.9
 LJ0463;SPC NE       -   138,195.32  1,463,549.54   sFT  0.99991131   -0 25 10.9
 LJ0463;UTM  14      - 4,452,446.461   361,007.428   MT  0.99983782   -1 03 16.7
 LJ0463
 LJ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0463!SPC NE       -   0.99987826  x   0.99991131  =   0.99978958
 LJ0463!UTM  14      -   0.99987826  x   0.99983782  =   0.99971610
 LJ0463
 LJ0463:                Primary Azimuth Mark                     Grid Az
 LJ0463:SPC NE       -  MCCOOK AZ MK                             288 30 47.2
 LJ0463:UTM  14      -  MCCOOK AZ MK                             289 08 53.0
 LJ0463
 LJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6100752446(NAD 83)
 LJ0463
 LJ0463|---------------------------------------------------------------------|
 LJ0463| PID    Reference Object                     Distance      Geod. Az  |
 LJ0463|                                                           dddmmss.s |
 LJ0463| AI3451 MCCOOK RM 3                          28.191 METERS 09737     |
 LJ0463| CN9986 MCCOOK RM 1                          28.200 METERS 09738     |
 LJ0463| LJ0452 MC COOK CATHOLIC CHURCH SPIRE       APPROX. 1.4 KM 1314543.2 |
 LJ0463| LJ0451 MC COOK CITY PARK STANDPIPE         APPROX. 1.0 KM 1351915.7 |
 LJ0463| LJ0450 MC COOK CBQ RR CONC STK             APPROX. 1.9 KM 1584432.2 |
 LJ0463| CN9987 MCCOOK RM 2                          32.949 METERS 26639     |
 LJ0463| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 2.2 KM 2751842.8 |
 LJ0463| AI3452 MCCOOK AZ MK                                       2880536.3 |
 LJ0463|---------------------------------------------------------------------|
 LJ0463
 LJ0463                          SUPERSEDED SURVEY CONTROL
 LJ0463
 LJ0463  NAD 83(1986)-  40 12 39.30200(N)    100 37 59.94053(W) AD(       ) 2
 LJ0463  NAD 27      -  40 12 39.29800(N)    100 37 58.39000(W) AD(       ) 2
 LJ0463
 LJ0463.Superseded values are not recommended for survey control.
 LJ0463
 LJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0463.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0463
 LJ0463_MARKER: DS = TRIANGULATION STATION DISK
 LJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0463_STAMPING: MC COOK 1935
 LJ0463_MARK LOGO: CGS
 LJ0463_PROJECTION: RECESSED 30 CENTIMETERS
 LJ0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0463+STABILITY: SURFACE MOTION
 LJ0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0463+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0463
 LJ0463  HISTORY     - Date     Condition        Report By
 LJ0463  HISTORY     - 1935     MONUMENTED       CGS
 LJ0463  HISTORY     - 1950     GOOD             CGS
 LJ0463  HISTORY     - 1968     GOOD             CGS
 LJ0463  HISTORY     - 19991103 GOOD             NGS
 LJ0463
 LJ0463                          STATION DESCRIPTION
 LJ0463
 LJ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0463'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF
 LJ0463'MC COOK, NEBRASKA, ON THE HIGHEST HILL IN THE CITY.  IT IS ON
 LJ0463'THE SOUTH SIDE OF THE COUNTY FAIRGROUNDS.
 LJ0463'
 LJ0463'THE STATION MARK LIES 11.2 FEET NORTH OF AN EAST-WEST (WOVEN
 LJ0463'WIRE) FENCE, WHICH IS THE NORTH BOUNDARY OF THE BLOCK IN WHICH
 LJ0463'THE NEW CITY STANDPIPE IS SITUATED, 293.6 FEET NORTH-NORTHWEST
 LJ0463'OF A MANHOLE IN THE NORTH SIDE OF THE NEW CITY STANDPIPE, AND
 LJ0463'224.2 FEET WEST OF A LONE SOUTHEAST FENCE CORNER.  IT IS 12
 LJ0463'INCHES UNDERGROUND.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 1 LIES EAST OF THE STATION, 1
 LJ0463'FOOT NORTH OF THE ABOVE-MENTIONED EAST-WEST FENCE LINE, AND
 LJ0463'131.7 FEET WEST OF THE LONE SOUTHEAST FENCE CORNER.  IT PROJECTS
 LJ0463'8 INCHES.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 2 LIES WEST OF THE STATION, 1
 LJ0463'FOOT NORTH OF THE EAST-WEST FENCE, AND 30 FEET WEST OF THE
 LJ0463'CENTER POST OF A FENCE T-INTERSECTION STEM SOUTH (STEM IS THE
 LJ0463'WEST BOUNDARY OF THE STANDPIPE BLOCK).  IT PROJECTS 6 INCHES.
 LJ0463'
 LJ0463'THE AZIMUTH MARK LIES WEST-NORTHWEST OF THE
 LJ0463'STATION, 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 183,
 LJ0463'AND 6 INCHES SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 6 FEET
 LJ0463'EAST-NORTHEAST OF A TELEPHONE POLE, 120 FEET EAST-NORTHEAST
 LJ0463'OF A CURVE MARKER ON THE NORTH SIDE OF THE HIGHWAY.  IT PROJECTS
 LJ0463'6 INCHES.
 LJ0463'
 LJ0463'THE STATION MAY BE REACHED BY DRIVING NORTH ON MAIN STREET IN
 LJ0463'MC COOK, NEBRASKA, TO M STREET, THEN WEST TO 5TH STREET EAST.
 LJ0463'THE NEW CITY STANDPIPE IS LOCATED ON THE NORTH SIDE OF M STREET,
 LJ0463'AT THE CORNER OF 5TH STREET EAST AND M STREET WEST.  THE STATION
 LJ0463'IS NORTH-NORTHWEST OF THE LARGE SILVER STANDPIPE.
 LJ0463'
 LJ0463'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0463
 LJ0463                          STATION RECOVERY (1950)
 LJ0463
 LJ0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LJ0463'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED, AND
 LJ0463'FOUND AS DESCRIBED, STATION MARK AND REFERENCE MARK NO. 2 ARE
 LJ0463'IN GOOD CONDITION, THE DISK HAS BEEN REMOVED FROM THE MARK OF
 LJ0463'REFERENCE MARK NO. 1, OTHERWISE THE MARK IS IN GOOD CONDITION,
 LJ0463'THE DISTANCE FROM THE REFERENCE MARKS TO THE STATION IS IN
 LJ0463'METERS INSTEAD OF FEET AS STATED, A SEARCH WAS MADE FOR THE
 LJ0463'AZIMUTH MARK, AND IT WAS NOT LOCATED.
 LJ0463
 LJ0463                          STATION RECOVERY (1968)
 LJ0463
 LJ0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0463'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LJ0463'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 LJ0463'WAS FOUND WITH THE DISK GONE FROM THE CONCRETE POST.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 3 WAS SET.
 LJ0463'
 LJ0463'FOLLOWING IS A NEW DESCRIPTION.
 LJ0463'
 LJ0463'LOCATED ABOUT 0.05 MILE NORTH-NORTHWEST ON THE INTERSECTION
 LJ0463'OF WEST FIFTH STREET AND WEST M STREET AT THE NORTHWEST SIDE
 LJ0463'OF MC COOK, AND NEAR THE SOUTHEAST SIDE OF THE COUNTY FAIRGROUNDS.
 LJ0463'
 LJ0463'STATION MARK, A STANDARD DISK STAMPED MC COOK 1935, IS SET
 LJ0463'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW
 LJ0463'THE SURFACE OF THE GROUND.  IT IS 80.5 FEET EAST-NORTHEAST OF A
 LJ0463'T-FENCE CORNER, AND 11.5 FEET NORTH OF A METAL WITNESS POST SET
 LJ0463'IN AN EAST-WEST FENCE WHICH IS IN THE BOUNDARY OF THE BLOCK IN
 LJ0463'WHICH THE OLD CITY STANDPIPE IS SITUATED.  THE UNDERGROUND
 LJ0463'STATION MARK WAS NOT INSPECTED.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MC COOK NO. 2
 LJ0463'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0463'4 INCHES.  IT IS 28 FEET WEST OF A T-FENCE CORNER, AND 1 FOOT
 LJ0463'NORTH OF THE SOUTH FAIRGROUNDS FENCE.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MC COOK 1935 NO. 3
 LJ0463'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0463'4 INCHES.  IT IS 131 FEET WEST OF A CORNER FENCE POST AND
 LJ0463'1 FOOT NORTH OF A FENCE.
 LJ0463'
 LJ0463'AZIMUTH MARK, A STANDARD DISK STAMPED MC COOK AZIMUTH 1935,
 LJ0463'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0463'2 INCHES.  IT IS 0.1 MILE EAST OF U.S. HIGHWAY 83, 36 FEET
 LJ0463'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE IRRIGATION
 LJ0463'LOCK, 26.5 FEET NORTH OF THE CENTER OF WEST Q STREET, AND 1 FOOT
 LJ0463'SOUTH OF A METAL WITNESS POST.
 LJ0463'
 LJ0463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON WEST
 LJ0463'FIFTH STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND
 LJ0463'GO WEST ON WEST Q STREET FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 LJ0463'
 LJ0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MC COOK.
 LJ0463
 LJ0463                          STATION RECOVERY (1999)
 LJ0463
 LJ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0463'IN MCCOOK, AT 1312 WEST 5TH STREET, 70.3 M (230.6 FT) WEST OF THE
 LJ0463'STREET CENTER, 28.1 M (92.2 FT) WEST OF REFERENCE MARK 3, 12.5 M (41.0
 LJ0463'FT) NORTH OF THE NORTHWEST CORNER OF THE SENIOR CITIZENS CENTER AT
 LJ0463'1312 WEST 5TH STREET, 1.2 M (3.9 FT) NORTH OF A PINE TREE, 0.3 M (1.0
 LJ0463'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.4 M (1.3
 LJ0463'FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 LJ0463'BY THE MCCOOK SENIOR SERVICES, 1312 WEST 5TH STREET, MCCOOK, NE 69001,
 LJ0463'TELEPHONE NUMBER (308) 345-1760.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3452 ***********************************************************************
 AI3452  DESIGNATION -  MCCOOK AZ MK
 AI3452  PID         -  AI3452
 AI3452  STATE/COUNTY-  NE/RED WILLOW
 AI3452  COUNTRY     -  US
 AI3452  USGS QUAD   -  MCCOOK WEST (2017)
 AI3452
 AI3452                         *CURRENT SURVEY CONTROL
 AI3452  ______________________________________________________________________
 AI3452* NAD 83(1986) POSITION- 40 12 52.     (N) 100 38 53.     (W)   SCALED
 AI3452* NAVD 88 ORTHO HEIGHT -   806.734 (meters)     2646.76  (feet) ADJUSTED
 AI3452  ______________________________________________________________________
 AI3452  GEOID HEIGHT    -        -23.929 (meters)                     GEOID18
 AI3452  DYNAMIC HEIGHT  -        806.198 (meters)     2645.00  (feet) COMP
 AI3452  MODELED GRAVITY -    979,934.0   (mgal)                       NAVD 88
 AI3452
 AI3452  VERT ORDER      -  SECOND    CLASS I
 AI3452
 AI3452.The horizontal coordinates were scaled from a map and have
 AI3452.an estimated accuracy of +/- 6 seconds.
 AI3452
 AI3452.The orthometric height was determined by differential leveling and
 AI3452.adjusted by the NATIONAL GEODETIC SURVEY
 AI3452.in July 2002.
 AI3452
 AI3452.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3452.GEOID18 height accuracy estimate available here.
 AI3452
 AI3452.Click photographs - Photos may exist for this station.
 AI3452
 AI3452.The dynamic height is computed by dividing the NAVD 88
 AI3452.geopotential number by the normal gravity value computed on the
 AI3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3452.degrees latitude (g = 980.6199 gals.).
 AI3452
 AI3452.The modeled gravity was interpolated from observed gravity values.
 AI3452
 AI3452;                    North         East    Units  Estimated Accuracy
 AI3452;SPC NE       -    42,520.      444,840.      MT  (+/- 180 meters Scaled)
 AI3452
 AI3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK597528(NAD 83)
 AI3452
 AI3452                          SUPERSEDED SURVEY CONTROL
 AI3452
 AI3452.No superseded survey control is available for this station.
 AI3452
 AI3452_MARKER: DZ = AZIMUTH MARK DISK
 AI3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3452_STAMPING: MCCOOK AZIMUTH 1935
 AI3452_MARK LOGO: CGS
 AI3452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3452+STABILITY: SURFACE MOTION
 AI3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3452+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3452
 AI3452  HISTORY     - Date     Condition        Report By
 AI3452  HISTORY     - 1935     MONUMENTED       CGS
 AI3452  HISTORY     - 19991103 GOOD             NGS
 AI3452
 AI3452                          STATION DESCRIPTION
 AI3452
 AI3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3452'1.8 KM (1.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 AI3452'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, THENCE 0.2 KM (0.10 MI)
 AI3452'EASTERLY ALONG WEST Q STREET, 9.6 M (31.5 FT) NORTH OF THE STREET
 AI3452'CENTERLINE, 8.1 M (26.6 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AI3452'CASE-INTERNATIONAL PARKING LOT, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AI3452'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT
 AI3452'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI3452'IS ON CITY STREET RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH9090 ***********************************************************************
 AH9090  HT_MOD      -  This is a Height Modernization Survey Station.
 AH9090  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9090  DESIGNATION -  MCCOOK CORS ARP
 AH9090  CORS_ID     -  RWDN
 AH9090  PID         -  AH9090
 AH9090  STATE/COUNTY-  NE/RED WILLOW
 AH9090  COUNTRY     -  US
 AH9090  USGS QUAD   -  MCCOOK SW (2017)
 AH9090
 AH9090                         *CURRENT SURVEY CONTROL
 AH9090  ______________________________________________________________________
 AH9090* NAD 83(2011) POSITION- 40 05 12.09987(N) 100 39 12.49373(W)   ADJUSTED
 AH9090* NAD 83(2011) ELLIP HT-   775.985 (meters)        (06/??/19)   ADJUSTED
 AH9090* NAD 83(2011) EPOCH   -  2010.00
 AH9090* NAVD 88 ORTHO HEIGHT -   800.10  (meters)     2625.0   (feet) GPS OBS
 AH9090  ______________________________________________________________________
 AH9090  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH9090  GEOID HEIGHT    -        -24.104 (meters)                     GEOID99
 AH9090  GEOID HEIGHT    -        -24.126 (meters)                     GEOID18
 AH9090  NAD 83(2011) X  -   -903,472.746 (meters)                     COMP
 AH9090  NAD 83(2011) Y  - -4,802,870.279 (meters)                     COMP
 AH9090  NAD 83(2011) Z  -  4,085,854.642 (meters)                     COMP
 AH9090
 AH9090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9090  Standards:
 AH9090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9090  -------------------------------------------------------------------
 AH9090  NETWORK    0.15   0.49           0.07   0.05   0.25      0.05396600
 AH9090  -------------------------------------------------------------------
 AH9090
 AH9090.The coordinates were established by GPS observations
 AH9090.and adjusted by the National Geodetic Survey in June 2019.
 AH9090
 AH9090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9090.been affixed to the stable North American Tectonic Plate. 
 AH9090
 AH9090.The coordinates are valid at the epoch date displayed above
 AH9090.which is a decimal equivalence of Year/Month/Day.
 AH9090
 AH9090.Due to the release of the International GNSS Service (IGS) 2014
 AH9090.realization of the International Terrestrial Reference Frame of 2014
 AH9090.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH9090.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH9090.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH9090.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH9090.currently published epoch of 2010.00.
 AH9090
 AH9090.Additional information on MYCS2 is available at
 AH9090.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH9090
 AH9090.The orthometric height was determined by GPS observations and a
 AH9090.high-resolution geoid model using precise GPS observation and
 AH9090.processing techniques.
 AH9090
 AH9090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9090.GEOID18 height accuracy estimate available here.
 AH9090
 AH9090.The PID for the CORS L1 Phase Center is AJ7961.
 AH9090
 AH9090.Click photographs - Photos may exist for this station.
 AH9090
 AH9090.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9090
 AH9090.The ellipsoidal height was determined by GPS observations
 AH9090.and is referenced to NAD 83.
 AH9090
 AH9090. The following values were computed from the NAD 83(2011) position.
 AH9090
 AH9090;                    North         East     Units Scale Factor Converg.
 AH9090;SPC NE       -    28,342.803   444,270.921   MT  0.99996195   -0 25 59.0
 AH9090;SPC NE       -    92,988.01  1,457,578.85   sFT  0.99996195   -0 25 59.0
 AH9090;UTM  14      - 4,438,689.515   359,035.528   MT  0.99984462   -1 03 53.7
 AH9090
 AH9090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9090!SPC NE       -   0.99987828  x   0.99996195  =   0.99984024
 AH9090!UTM  14      -   0.99987828  x   0.99984462  =   0.99972292
 AH9090
 AH9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5903538689(NAD 83)
 AH9090
 AH9090                          SUPERSEDED SURVEY CONTROL
 AH9090
 AH9090  ELLIP H (06/27/12)  775.980  (m)                       GP(2010.00) 0 0
 AH9090  NAD 83(2011)-  40 05 12.09984(N)    100 39 12.49360(W) AD(2010.00) c
 AH9090  NAD 83(2011)-  40 05 12.09993(N)    100 39 12.49370(W) AD(2010.00) c
 AH9090  ELLIP H (08/??/11)  775.979  (m)                       GP(2010.00) c c
 AH9090  ELLIP H (02/10/07)  776.007  (m)                       GP(2002.00)    
 AH9090  NAD 83(2007)-  40 05 12.09964(N)    100 39 12.49455(W) AD(2002.00) c
 AH9090  NAD 83(CORS)-  40 05 12.09964(N)    100 39 12.49455(W) AD(2002.00) c
 AH9090  ELLIP H (03/??/02)  776.007  (m)                       GP(2002.00) c c
 AH9090  NAD 83(CORS)-  40 05 12.09947(N)    100 39 12.49456(W) AD(1997.00) c
 AH9090  ELLIP H (07/??/00)  775.997  (m)                       GP(1997.00) c c
 AH9090  NAD 83(CORS)-  40 05 12.10231(N)    100 39 12.49469(W) AD(1997.00) c
 AH9090  ELLIP H (05/??/99)  776.037  (m)                       GP(1997.00) c c
 AH9090
 AH9090.Superseded values are not recommended for survey control.
 AH9090
 AH9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9090.See file dsdata.pdf to determine how the superseded data were derived.
 AH9090
 AH9090_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH9090
 AH9090                          STATION DESCRIPTION
 AH9090
 AH9090'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH9090'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH9090'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH9090'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH9090'https://geodesy.noaa.gov/CORS/data.shtml
 AH9090'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3451 ***********************************************************************
 AI3451  DESIGNATION -  MCCOOK RM 3
 AI3451  PID         -  AI3451
 AI3451  STATE/COUNTY-  NE/RED WILLOW
 AI3451  COUNTRY     -  US
 AI3451  USGS QUAD   -  MCCOOK WEST (2017)
 AI3451
 AI3451                         *CURRENT SURVEY CONTROL
 AI3451  ______________________________________________________________________
 AI3451* NAD 83(1986) POSITION- 40 12 39.18   (N) 100 37 58.75   (W)   HD_HELD1
 AI3451* NAVD 88 ORTHO HEIGHT -   800.124 (meters)     2625.07  (feet) ADJUSTED
 AI3451  ______________________________________________________________________
 AI3451  GEOID HEIGHT    -        -23.951 (meters)                     GEOID18
 AI3451  DYNAMIC HEIGHT  -        799.595 (meters)     2623.34  (feet) COMP
 AI3451  MODELED GRAVITY -    979,936.8   (mgal)                       NAVD 88
 AI3451
 AI3451  VERT ORDER      -  SECOND    CLASS I
 AI3451
 AI3451.The horizontal coordinates were determined by differentially corrected
 AI3451.hand held GPS observations or other comparable positioning techniques
 AI3451.and have an estimated accuracy of +/- 3 meters.
 AI3451
 AI3451.The orthometric height was determined by differential leveling and
 AI3451.adjusted by the NATIONAL GEODETIC SURVEY
 AI3451.in July 2002.
 AI3451
 AI3451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3451.GEOID18 height accuracy estimate available here.
 AI3451
 AI3451.Click photographs - Photos may exist for this station.
 AI3451
 AI3451.The dynamic height is computed by dividing the NAVD 88
 AI3451.geopotential number by the normal gravity value computed on the
 AI3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3451.degrees latitude (g = 980.6199 gals.).
 AI3451
 AI3451.The modeled gravity was interpolated from observed gravity values.
 AI3451
 AI3451;                    North         East    Units  Estimated Accuracy
 AI3451;SPC NE       -    42,118.2     446,118.8     MT  (+/- 3 meters HH1 GPS) 
 AI3451
 AI3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6103552442(NAD 83)
 AI3451
 AI3451                          SUPERSEDED SURVEY CONTROL
 AI3451
 AI3451.No superseded survey control is available for this station.
 AI3451
 AI3451_MARKER: DR = REFERENCE MARK DISK
 AI3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3451_STAMPING: MC COOK NO 3 1935 1968
 AI3451_MARK LOGO: CGS
 AI3451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3451+STABILITY: SURFACE MOTION
 AI3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3451+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3451
 AI3451  HISTORY     - Date     Condition        Report By
 AI3451  HISTORY     - 1968     MONUMENTED       CGS
 AI3451  HISTORY     - 19991103 GOOD             NGS
 AI3451
 AI3451                          STATION DESCRIPTION
 AI3451
 AI3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3451'IN MCCOOK, AT 1312 WEST 5TH STREET, 52.2 M (171.3 FT) WEST OF THE
 AI3451'STREET CENTER, 28.1 M (92.2 FT) EAST OF THE STATION MARK, 18.6 M (61.0
 AI3451'FT) NORTHWEST OF THE NORTHEAST CORNER OF THE SENIOR CITIZENS CENTER AT
 AI3451'1312 WEST 5TH STREET, 12.2 M (40.0 FT) WEST OF A UTILITY POLE, 0.5 M
 AI3451'(1.6 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.1
 AI3451'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3451'PROPERTY OWNED BY THE MCCOOK SENIOR SERVICES, 1312 WEST 5TH STREET,
 AI3451'MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-1760.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0905 ***********************************************************************
 LG0905  DESIGNATION -  MCCOOL
 LG0905  PID         -  LG0905
 LG0905  STATE/COUNTY-  NE/YORK
 LG0905  COUNTRY     -  US
 LG0905  USGS QUAD   -  YORK SOUTH (2017)
 LG0905
 LG0905                         *CURRENT SURVEY CONTROL
 LG0905  ______________________________________________________________________
 LG0905* NAD 83(1995) POSITION- 40 46 15.29870(N) 097 35 52.24486(W)   ADJUSTED
 LG0905* NAVD 88 ORTHO HEIGHT -   500.    (meters)     1640.    (feet) SCALED
 LG0905  ______________________________________________________________________
 LG0905  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 LG0905  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 LG0905  HORZ ORDER      -  THIRD
 LG0905
 LG0905.The horizontal coordinates were established by classical geodetic methods
 LG0905.and adjusted by the National Geodetic Survey in August 1997.
 LG0905
 LG0905.The orthometric height was scaled from a topographic map.
 LG0905
 LG0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0905.GEOID18 height accuracy estimate available here.
 LG0905
 LG0905.Click photographs - Photos may exist for this station.
 LG0905
 LG0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0905
 LG0905. The following values were computed from the NAD 83(1995) position.
 LG0905
 LG0905;                    North         East     Units Scale Factor Converg.
 LG0905;SPC NE       -   106,914.399   702,725.056   MT  0.99974022   +1 35 30.8
 LG0905;SPC NE       -   350,768.32  2,305,523.79   sFT  0.99974022   +1 35 30.8
 LG0905;UTM  14      - 4,514,272.757   618,332.421   MT  0.99977235   +0 54 56.7
 LG0905
 LG0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0905!SPC NE       -   0.99992569  x   0.99974022  =   0.99966593
 LG0905!UTM  14      -   0.99992569  x   0.99977235  =   0.99969806
 LG0905
 LG0905:                Primary Azimuth Mark                     Grid Az
 LG0905:SPC NE       -  MCCOOL 2 AZ MK                           174 32 00.1
 LG0905:UTM  14      -  MCCOOL 2 AZ MK                           175 12 34.2
 LG0905
 LG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1833214272(NAD 83)
 LG0905
 LG0905|---------------------------------------------------------------------|
 LG0905| PID    Reference Object                     Distance      Geod. Az  |
 LG0905|                                                           dddmmss.s |
 LG0905| CN9989 MCCOOL RM 1                          22.324 METERS 02649     |
 LG0905| CN9990 MCCOOL RM 2                          17.367 METERS 09647     |
 LG0905| CN9991 MCCOOL 2 AZ MK                                     1760730.9 |
 LG0905| CN9988 MCCOOL AZ MK                                       1771235.0 |
 LG0905| LG0900 MCCOOL 2                             26.830 METERS 27246     |
 LG0905|---------------------------------------------------------------------|
 LG0905
 LG0905                          SUPERSEDED SURVEY CONTROL
 LG0905
 LG0905  NAD 83(1986)-  40 46 15.30664(N)    097 35 52.24624(W) AD(       ) 3
 LG0905  NAD 27      -  40 46 15.29700(N)    097 35 51.06400(W) AD(       ) 3
 LG0905
 LG0905.Superseded values are not recommended for survey control.
 LG0905
 LG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0905.See file dsdata.pdf to determine how the superseded data were derived.
 LG0905
 LG0905_MARKER: DS = TRIANGULATION STATION DISK
 LG0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0905_STAMPING: MC COOL 1950
 LG0905_MARK LOGO: CGS
 LG0905_PROJECTION: RECESSED 46 CENTIMETERS
 LG0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0905+STABILITY: SURFACE MOTION
 LG0905
 LG0905  HISTORY     - Date     Condition        Report By
 LG0905  HISTORY     - 1950     MONUMENTED       CGS
 LG0905  HISTORY     - 1963     GOOD             CGS
 LG0905  HISTORY     - 1969     GOOD             CGS
 LG0905
 LG0905                          STATION DESCRIPTION
 LG0905
 LG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0905'STATION IS LOCATED ABOUT 9 MILES NORTH OF FAIRMONT, 7 MILES SOUTH
 LG0905'OF YORK AND 2 MILES NORTH OF MC COOL JUNCTION IN NORTH EDGE OF
 LG0905'CULTIVATED FIELD IN SOUTHWEST ANGLE OF CROSSROADS.  STATION IS 93
 LG0905'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 35 FEET SOUTH OF
 LG0905'THE APPROXIMATE CENTERLINE OF GRADED ROAD AND 24 FEET EAST OF THE
 LG0905'APPROXIMATE CENTERLINE OF DRIVEWAY TO FIELD.  THE MARK IS
 LG0905'ABOUT 18 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED MC COOL
 LG0905'1950.
 LG0905'
 LG0905'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE CENTERLINE OF U.S.
 LG0905'HIGHWAY 81, 32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRADED
 LG0905'ROAD AND 2 FEET EAST OF TELEPHONE POLE.  THE MARK PROJECTS
 LG0905'ABOUT 6 INCHES AND THE DISK IS STAMPED MC COOL NO 1 1950.
 LG0905'
 LG0905'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTERLINE OF U.S.
 LG0905'HIGHWAY 81 AND 37 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRADED
 LG0905'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MC
 LG0905'COOL NO 2 1950.
 LG0905'
 LG0905'AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81,
 LG0905'4 FEET NORTHWEST OF TELEPHONE POLE, 3.5 FEET NORTH OF WITNESS POST
 LG0905'AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LG0905'DISK IS STAMPED MC COOL 1950.
 LG0905'
 LG0905'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAYS 6 AND
 LG0905'81 JUST WEST OF FAIRMONT GO NORTH ON U.S. HIGHWAY 81 FOR 7.3 MILES
 LG0905'TO MC COOL JUNCTION.  CONTINUE NORTH ON U.S. HIGHWAY 81 FOR 1.5
 LG0905'MILES TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 LG0905'CONTINUE NORTH FOR 0.5 MILE TO CROSSROADS AND STATION ON LEFT
 LG0905'IN SOUTHWEST ANGLE OF CROSSROADS AS DESCRIBED.
 LG0905'
 LG0905'AN 87 FOOT SIGNAL AT STATION FAIRMONT IS V.G.
 LG0905'
 LG0905'AN 87 FOOT SIGNAL AT STATION EXETER IS V.G.
 LG0905'
 LG0905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0905
 LG0905                          STATION RECOVERY (1963)
 LG0905
 LG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0905'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0905'GOOD CONDITION.  THERE ARE SOME ADDITIONAL REFERENCE MEASUREMENTS.
 LG0905'
 LG0905'STATION MARK IS 57 FEET WEST OF FENCE CORNER, 28 FEET WEST OF
 LG0905'TELEPHONE POLE, 27 FEET EAST OF THE CENTER OF GATE, 14 FEET EAST OF
 LG0905'EAST GATE POST, AND 1-1/2 FEET SOUTH OF AN EAST-WEST FENCE AND A
 LG0905'NEW STEEL WITNESS POST WITH SIGN.  THE MARK IS 14 INCHES
 LG0905'UNDERGROUND.
 LG0905'
 LG0905'REFERENCE MARK NO. 2 IS 5-1/2 FEET SOUTH OF A FENCE CORNER AND IN
 LG0905'A FENCELINE.
 LG0905'
 LG0905'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 138 FEET SOUTH OF A
 LG0905'FENCE T-INTERSECTION, 4 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 LG0905'WEST OF A FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE
 LG0905'MARK PROJECTS 4 INCHES.
 LG0905
 LG0905                          STATION RECOVERY (1969)
 LG0905
 LG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0905'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A CHECK
 LG0905'WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO BE
 LG0905'CORRECT.  A REQUEST WAS MADE BY THE STATE HIGHWAY DEPARTMENT TO
 LG0905'MOVE THIS STATION TO MAKE WAY FOR HIGHWAY IMPROVEMENT.  MC COOL
 LG0905'2, REFERENCE MARKS NO. 3 AND 4 AND A NEW AZIMUTH MARK WERE
 LG0905'ESTABLISHED AND MC COOL 1950 WAS DESTROYED.  FOR DETAILS SEE
 LG0905'DESCRIPTION FOR MC COOL 2.
 LG0905'
 LG0905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MI. N OF
 LG0905'MC COOL JUNCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0900 ***********************************************************************
 LG0900  DESIGNATION -  MCCOOL 2
 LG0900  PID         -  LG0900
 LG0900  STATE/COUNTY-  NE/YORK
 LG0900  COUNTRY     -  US
 LG0900  USGS QUAD   -  YORK SOUTH (2017)
 LG0900
 LG0900                         *CURRENT SURVEY CONTROL
 LG0900  ______________________________________________________________________
 LG0900* NAD 83(1995) POSITION- 40 46 15.34059(N) 097 35 53.38759(W)   NO CHECK
 LG0900* NAVD 88 ORTHO HEIGHT -   500.    (meters)     1640.    (feet) SCALED
 LG0900  ______________________________________________________________________
 LG0900  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 LG0900  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 LG0900  HORZ ORDER      -  THIRD
 LG0900
 LG0900.The horizontal coordinates were established by classical geodetic methods
 LG0900.and adjusted by the National Geodetic Survey in August 1997.
 LG0900
 LG0900.No horizontal observational check was made to the station.
 LG0900
 LG0900.The orthometric height was scaled from a topographic map.
 LG0900
 LG0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0900.GEOID18 height accuracy estimate available here.
 LG0900
 LG0900.Click photographs - Photos may exist for this station.
 LG0900
 LG0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0900
 LG0900. The following values were computed from the NAD 83(1995) position.
 LG0900
 LG0900;                    North         East     Units Scale Factor Converg.
 LG0900;SPC NE       -   106,914.946   702,698.238   MT  0.99974022   +1 35 30.1
 LG0900;SPC NE       -   350,770.12  2,305,435.80   sFT  0.99974022   +1 35 30.1
 LG0900;UTM  14      - 4,514,273.620   618,305.611   MT  0.99977227   +0 54 56.0
 LG0900
 LG0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0900!SPC NE       -   0.99992569  x   0.99974022  =   0.99966593
 LG0900!UTM  14      -   0.99992569  x   0.99977227  =   0.99969798
 LG0900
 LG0900:                Primary Azimuth Mark                     Grid Az
 LG0900:SPC NE       -  MCCOOL 2 AZ MK                           172 43 23.0
 LG0900:UTM  14      -  MCCOOL 2 AZ MK                           173 23 57.1
 LG0900
 LG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1830514273(NAD 83)
 LG0900
 LG0900|---------------------------------------------------------------------|
 LG0900| PID    Reference Object                     Distance      Geod. Az  |
 LG0900|                                                           dddmmss.s |
 LG0900| LG0905 MCCOOL                               26.830 METERS 09246     |
 LG0900| CN9991 MCCOOL 2 AZ MK                                     1741853.1 |
 LG0900| CN9988 MCCOOL AZ MK                                       1752330.6 |
 LG0900| CN9993 MCCOOL 2 RM 4                        21.308 METERS 27219     |
 LG0900| CN9992 MCCOOL 2 RM 3                        20.684 METERS 35701     |
 LG0900|---------------------------------------------------------------------|
 LG0900
 LG0900                          SUPERSEDED SURVEY CONTROL
 LG0900
 LG0900  NAD 83(1986)-  40 46 15.34853(N)    097 35 53.38897(W) AD(       ) 3
 LG0900  NAD 27      -  40 46 15.33886(N)    097 35 52.20661(W) AD(       ) 3
 LG0900
 LG0900.Superseded values are not recommended for survey control.
 LG0900
 LG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0900.See file dsdata.pdf to determine how the superseded data were derived.
 LG0900
 LG0900_MARKER: DS = TRIANGULATION STATION DISK
 LG0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0900_STAMPING: MC COOL 2 1969
 LG0900_MARK LOGO: CGS
 LG0900_PROJECTION: RECESSED 36 CENTIMETERS
 LG0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0900+STABILITY: SURFACE MOTION
 LG0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0900+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2015
 LG0900
 LG0900  HISTORY     - Date     Condition        Report By
 LG0900  HISTORY     - 1969     MONUMENTED       CGS
 LG0900  HISTORY     - 20150802 GOOD             NEGS
 LG0900
 LG0900                          STATION DESCRIPTION
 LG0900
 LG0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0900'STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 81, ABOUT
 LG0900'9 MILES NORTH OF FAIRMONT, 7 MILES SOUTH OF YORK AND ABOUT 2 MILES
 LG0900'NORTH OF MC COOL JUNCTION.  STATION, A STANDARD DISK SET IN THE
 LG0900'TOP OF A ROUND CONCRETE POST AND STAMPED MC COOL 2 1969, IS 33
 LG0900'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 171 FEET WEST
 LG0900'OF THE CENTERLINE OF U.S. HIGHWAY 81, 1 FOOT SOUTH OF AN
 LG0900'EAST-WEST FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 LG0900'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0900'
 LG0900'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 81
 LG0900'IN MC COOL JUNCTION, GO NORTH ON U.S. HIGHWAY 81 FOR 1.5 MILES TO
 LG0900'AZIMUTH MARK ON RIGHT (EAST) SIDE OF HIGHWAY.  CONTINUE NORTH ON
 LG0900'U.S. HIGHWAY 81 FOR 0.5 MILE TO CROSSROADS AND STATION ON LEFT
 LG0900'(WEST) SIDE OF HIGHWAY AS DESCRIBED.
 LG0900'
 LG0900'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 LG0900'CONCRETE POST AND STAMPED MC COOL 2 NO 3 1969, IS 175 FEET WEST OF
 LG0900'THE CENTERLINE OF U.S. HIGHWAY 81, 35 FEET NORTH OF THE CENTERLINE
 LG0900'OF AN EAST-WEST ROAD, 4 FEET WEST OF THE RIGHT-OF-WAY LINE OF U.S.
 LG0900'HIGHWAY 81 AND 3 FEET WEST OF A POWERLINE POLE.  THE MARK
 LG0900'PROJECTS 3 INCHES.
 LG0900'
 LG0900'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 LG0900'CONCRETE POST AND STAMPED MC COOL 2 NO 4 1969, IS 33 FEET SOUTH
 LG0900'OF THE CENTERLINE OF AN EAST-WEST ROAD, 5 FEET EAST OF A
 LG0900'TELEPHONE POLE AND 0.5 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 LG0900'2 INCHES.
 LG0900'
 LG0900'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LG0900'POST AND STAMPED MC COOL 2 1969 IS SET ALONG THE RIGHT-OF-WAY OF
 LG0900'U.S. HIGHWAY 81, 100 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 LG0900'80 AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS 2
 LG0900'INCHES.
 LG0900
 LG0900                          STATION RECOVERY (2015)
 LG0900
 LG0900'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (MH)
 LG0900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0515 ***********************************************************************
 LJ0515  DESIGNATION -  MCCOY
 LJ0515  PID         -  LJ0515
 LJ0515  STATE/COUNTY-  NE/CHASE
 LJ0515  COUNTRY     -  US
 LJ0515  USGS QUAD   -  LAMAR NE (2017)
 LJ0515
 LJ0515                         *CURRENT SURVEY CONTROL
 LJ0515  ______________________________________________________________________
 LJ0515* NAD 83(1995) POSITION- 40 37 49.30902(N) 101 48 22.14469(W)   ADJUSTED
 LJ0515* NAVD 88 ORTHO HEIGHT -  1039.    (meters)     3409.    (feet) SCALED
 LJ0515  ______________________________________________________________________
 LJ0515  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 LJ0515  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 LJ0515  HORZ ORDER      -  FIRST
 LJ0515
 LJ0515.The horizontal coordinates were established by classical geodetic methods
 LJ0515.and adjusted by the National Geodetic Survey in August 1997.
 LJ0515
 LJ0515.The orthometric height was scaled from a topographic map.
 LJ0515
 LJ0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0515.GEOID18 height accuracy estimate available here.
 LJ0515
 LJ0515.Click photographs - Photos may exist for this station.
 LJ0515
 LJ0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0515
 LJ0515. The following values were computed from the NAD 83(1995) position.
 LJ0515
 LJ0515;                    North         East     Units Scale Factor Converg.
 LJ0515;SPC NE       -    90,089.331   347,238.950   MT  0.99977435   -1 11 49.0
 LJ0515;SPC NE       -   295,568.08  1,139,233.12   sFT  0.99977435   -1 11 49.0
 LJ0515;UTM  14      - 4,501,511.384   262,670.268   MT  1.00029336   -1 49 41.3
 LJ0515
 LJ0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0515!SPC NE       -   0.99984039  x   0.99977435  =   0.99961477
 LJ0515!UTM  14      -   0.99984039  x   1.00029336  =   1.00013370
 LJ0515
 LJ0515:                Primary Azimuth Mark                     Grid Az
 LJ0515:SPC NE       -  MCCOY AZ MK                              272 23 03.4
 LJ0515:UTM  14      -  MCCOY AZ MK                              273 00 55.7
 LJ0515
 LJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6267001511(NAD 83)
 LJ0515
 LJ0515|---------------------------------------------------------------------|
 LJ0515| PID    Reference Object                     Distance      Geod. Az  |
 LJ0515|                                                           dddmmss.s |
 LJ0515| CP7718 MCCOY RM 1                                         05441     |
 LJ0515| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.18.6 KM 1321317.6 |
 LJ0515| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.19.1 KM 1331909.0 |
 LJ0515| CP7719 MCCOY RM 2                                         17508     |
 LJ0515| CP7717 MCCOY AZ MK                                        2711114.4 |
 LJ0515| LK0487 VENANGO MUNICIPAL TANK              APPROX.24.8 KM 3072041.9 |
 LJ0515|---------------------------------------------------------------------|
 LJ0515
 LJ0515                          SUPERSEDED SURVEY CONTROL
 LJ0515
 LJ0515  NAD 83(1986)-  40 37 49.30905(N)    101 48 22.14461(W) AD(       ) 1
 LJ0515  NAD 27      -  40 37 49.32300(N)    101 48 20.51800(W) AD(       ) 1
 LJ0515
 LJ0515.Superseded values are not recommended for survey control.
 LJ0515
 LJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0515.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0515
 LJ0515_MARKER: DS = TRIANGULATION STATION DISK
 LJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0515_STAMPING: MC COY 1933
 LJ0515_MARK LOGO: CGS
 LJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0515+STABILITY: SURFACE MOTION
 LJ0515
 LJ0515  HISTORY     - Date     Condition        Report By
 LJ0515  HISTORY     - 1933     MONUMENTED       CGS
 LJ0515  HISTORY     - 1951     GOOD             CGS
 LJ0515  HISTORY     - 1958     GOOD             CGS
 LJ0515  HISTORY     - 1973     GOOD             USGS
 LJ0515
 LJ0515                          STATION DESCRIPTION
 LJ0515
 LJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0515'THE STATION IS LOCATED ON A SAND HILL IN SE 1/4 SEC. 25, T 8 N,
 LJ0515'R 40 W, AND IS ABOUT 15 MILES SSW OF GRANT AND 12 MILES NW OF
 LJ0515'IMPERIAL.  IT IS ON LAND OWNED BY S.E. MC COY OF IMPERIAL
 LJ0515'NEBRASKA, AND LEASED BY GEORGE BURTIS.
 LJ0515'
 LJ0515'THE STATION MARK IS FLUSH WITH THE GROUND AND IS LOCATED
 LJ0515'ON THE HIGHEST PART OF A SAND HILL WHICH SLOPES GRADUALLY
 LJ0515'TO THE S AND W AND WHICH IS STEEP ON THE N AND E SIDES.
 LJ0515'
 LJ0515'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0515'BRONZE DISKS SET IN CONCRETE.
 LJ0515'
 LJ0515'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS E OF THE
 LJ0515'STATION, ON THE W EDGE OF THE FIRST SAND HILL E OF THE STATION.
 LJ0515'
 LJ0515'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND IS S OF
 LJ0515'THE STATION, ON THE S SLOPE OF THE SAME HILL ON WHICH THE
 LJ0515'STATION IS SITUATED AND IS 10 FEET N OF AN E AND W WAGON
 LJ0515'TRAIL.
 LJ0515'
 LJ0515'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS W OF THE
 LJ0515'STATION ON A SAND HILL WHICH IS THE FIRST HILL W OF THE ONE ON
 LJ0515'WHICH THE STATION IS LOCTED.  IT IS ABOUT 0.2 MILE N OF AN E
 LJ0515'AND W WAGON TRAIL.
 LJ0515'
 LJ0515'TO REACH THE STATION FROM IMPERIAL GO W ON U.S. HIGHWAY 6
 LJ0515'FOR 10.5 MILES TO A CROSSROADS.  TURN RIGHT N, ON DIRT ROAD
 LJ0515'WHICH GOES BY CHASE STORE AND FOLLOW THIS ROAD 6.0 MILES
 LJ0515'TO A GATE WITH A TOGGLE FASTENER.  GO THROUGH THE GATE AND
 LJ0515'FOLLOW TRAIL N 0.2 MILE TO E AND W TRAIL.  GO E ON THIS TRAIL
 LJ0515'0.8 MILE AND THEN GO N 0.1 MILE TO TOP OF HILL AND STATION.
 LJ0515'
 LJ0515'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0515
 LJ0515                          STATION RECOVERY (1951)
 LJ0515
 LJ0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 LJ0515'STATION RECOVERED.  STATION MARK, BOTH REFERENCE MARKS, AND
 LJ0515'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1933 DESCRIPTIONS
 LJ0515'AND WERE FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LJ0515'TO REACH THE STATION IS ADEQUATE.
 LJ0515
 LJ0515                          STATION RECOVERY (1958)
 LJ0515
 LJ0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0515'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LJ0515'RECOVERED IN GOOD CONDITION.
 LJ0515'
 LJ0515'THE DESCRIPTION IS ADEQUATE EXCEPT FOR DESCREPANCIES IN THE
 LJ0515'DISTANCES TO THE REFERENCE MARKS.
 LJ0515'
 LJ0515'TO REACH THE STATION FROM THE CHASE COUNTY COURTHOUSE IN IMPERIAL,
 LJ0515'GO NORTH AND WEST ALONG U.S. HIGHWAY 6 FOR 9.7 MILES TO A
 LJ0515'GRAVELLED ROAD NORTH.  TURN RIGHT (NORTH) AND GO 1.9 MILES TO
 LJ0515'CHASE CHURCH.  CONTINUE STRAIGHT (NORTH) FOR 3.8 MILES TO A SHARP
 LJ0515'TURN TO THE LEFT AND A GATE STRAIGHT AHEAD.  GO NORTH THRU
 LJ0515'GATE AND IMMEDIATELY TURN RIGHT (EAST) ALONG FENCE LINE FOR
 LJ0515'0.6 MILE TO A N-S ELECTRIC FENCE.  PASS THRU ELECTRIC FENCE
 LJ0515'AND CONTINUE 0.15 MILE EAST.  TURN LEFT (NORTH) ACROSS PASTURE
 LJ0515'FOR 0.4 MILE TO THE RISE AND THE STATION.
 LJ0515
 LJ0515                          STATION RECOVERY (1973)
 LJ0515
 LJ0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0515'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE RECOVERED IN
 LJ0515'GOOD CONDITION AS DESCRIBED.  DISTANCE TO R.M. 1 MISSED +0.29 FT.
 LJ0515'R.M. 2 MISSED +0.49 FT.  DIRECTION TO R.M. 1 MISSED +50.37 SECONDS
 LJ0515'IN AZIMUTH.  R.M. 2 MISSED +48.97 SECONDS IN AZIMUTH.  AZ. MK.
 LJ0515'MISSED -25.16 SECONDS IN AZIMUTH.
 LJ0515'
 LJ0515'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0521 ***********************************************************************
 LK0521  DESIGNATION -  MCFARLAND
 LK0521  PID         -  LK0521
 LK0521  STATE/COUNTY-  NE/CHASE
 LK0521  COUNTRY     -  US
 LK0521  USGS QUAD   -  ALVIN (2019)
 LK0521
 LK0521                         *CURRENT SURVEY CONTROL
 LK0521  ______________________________________________________________________
 LK0521* NAD 83(1995) POSITION- 40 22 04.31284(N) 102 02 05.07539(W)   ADJUSTED
 LK0521* NAVD 88 ORTHO HEIGHT -  1137.9   (meters)     3733.    (feet) VERTCON
 LK0521  ______________________________________________________________________
 LK0521  GEOID HEIGHT    -        -21.944 (meters)                     GEOID18
 LK0521  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 LK0521  HORZ ORDER      -  FIRST
 LK0521
 LK0521.The horizontal coordinates were established by classical geodetic methods
 LK0521.and adjusted by the National Geodetic Survey in August 1997.
 LK0521
 LK0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0521
 LK0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0521.GEOID18 height accuracy estimate available here.
 LK0521
 LK0521.Click photographs - Photos may exist for this station.
 LK0521
 LK0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0521
 LK0521. The following values were computed from the NAD 83(1995) position.
 LK0521
 LK0521;                    North         East     Units Scale Factor Converg.
 LK0521;SPC NE       -    61,383.322   327,222.618   MT  0.99985392   -1 20 54.3
 LK0521;SPC NE       -   201,388.45  1,073,562.87   sFT  0.99985392   -1 20 54.3
 LK0521;UTM  13      - 4,472,809.633   751,768.260   MT  1.00038034   +1 55 17.7
 LK0521;UTM  14      - 4,473,009.928   242,331.044   MT  1.00041736   -1 57 60.0
 LK0521
 LK0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0521!SPC NE       -   0.99982496  x   0.99985392  =   0.99967891
 LK0521!UTM  13      -   0.99982496  x   1.00038034  =   1.00020524
 LK0521!UTM  14      -   0.99982496  x   1.00041736  =   1.00024225
 LK0521
 LK0521:                Primary Azimuth Mark                     Grid Az
 LK0521:SPC NE       -  LAMAR                                    001 54 59.9
 LK0521:UTM  13      -  LAMAR                                    358 38 47.9
 LK0521:UTM  14      -  LAMAR                                    002 32 05.6
 LK0521
 LK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5176872809(NAD 83)
 LK0521
 LK0521|---------------------------------------------------------------------|
 LK0521| PID    Reference Object                     Distance      Geod. Az  |
 LK0521|                                                           dddmmss.s |
 LK0521| LK0499 LAMAR                               APPROX.16.0 KM 0003405.6 |
 LK0521| LJ0517 LAMAR CHURCH SPIRE                  APPROX.23.1 KM 0115758.4 |
 LK0521| CP7725 MCFARLAND AZ MK                                    1491917.7 |
 LK0521| CP7726 MCFARLAND RM 1                       50.459 METERS 23447     |
 LK0521| CP7727 MCFARLAND RM 2                       30.522 METERS 31934     |
 LK0521|---------------------------------------------------------------------|
 LK0521
 LK0521                          SUPERSEDED SURVEY CONTROL
 LK0521
 LK0521  NAD 83(1992)-  40 22 04.31257(N)    102 02 05.07551(W) AD(       ) 1
 LK0521  NAD 83(1986)-  40 22 04.31213(N)    102 02 05.07552(W) AD(       ) 1
 LK0521  NAD 27      -  40 22 04.32800(N)    102 02 03.40400(W) AD(       ) 1
 LK0521  NGVD 29 (07/19/86) 1137.5    (m)         3732.     (f) VERT ANG       
 LK0521
 LK0521.Superseded values are not recommended for survey control.
 LK0521
 LK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0521.See file dsdata.pdf to determine how the superseded data were derived.
 LK0521
 LK0521_MARKER: DS = TRIANGULATION STATION DISK
 LK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0521_STAMPING: MCFARLAND 1933
 LK0521_MARK LOGO: CGS
 LK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0521+STABILITY: SURFACE MOTION
 LK0521
 LK0521  HISTORY     - Date     Condition        Report By
 LK0521  HISTORY     - 1933     MONUMENTED       CGS
 LK0521  HISTORY     - 1969     GOOD             CGS
 LK0521  HISTORY     - 1971     GOOD             NGS
 LK0521  HISTORY     - 1973     GOOD             USGS
 LK0521
 LK0521                          STATION DESCRIPTION
 LK0521
 LK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0521'STATION IS ABOUT 23 MILES SW OF IMPERIAL AND 15 MILES S OF
 LK0521'LAMAR ON A HIGH SAND HILL IN SW 1/4 SEC. 25, T 5 N, R 42 W,
 LK0521'IN PASTURE OWNED BY JAMES EDWARD MC FARLAND.  ABOUT 0.8 MILE E
 LK0521'OF COLORADO STATE LINE AND 1.2 MILE N OF CHASE DUNDY COUNTY LINE.
 LK0521'STATION IS ON APPARENT HIGHEST POINT IN PASTURE.
 LK0521'
 LK0521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0521'BRONZE DISKS SET IN CONCRETE.
 LK0521'
 LK0521'REFERENCE MARK NO. 1 IS SW OF STATION DOWN SLOPE.
 LK0521'
 LK0521'REFERENCE MARK NO. 2 IS NW OF STATION ALONG TOP OF HILL.
 LK0521'
 LK0521'AZIMUTH MARK IS S OF STATION ABOUT 0.75 MILE E OF S OF STATION
 LK0521'ON RIGHT SIDE OF ROAD GOING TO STATION ABOUT 50 FEET N OF
 LK0521'WINDMILL STOCK PUMP.
 LK0521'
 LK0521'ALL MARKS PROJECT ABOUT 4 INCHES.
 LK0521'
 LK0521'STATION IS REACHED FROM LAMAR BY GOING W 1/2 MILE TO CROSS
 LK0521'ROAD, THENCE S 12.0 MILE, CONTINUE S 2 MILES THENCE SW 2.2
 LK0521'MILES TO MC FARLAND RANCH.  STATION IS ABOUT 1.5 MILES W OR
 LK0521'N OF THIS HOUSE, MAKE LOCAL INQUIRY.
 LK0521'
 LK0521'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 LK0521
 LK0521                          STATION RECOVERY (1969)
 LK0521
 LK0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0521'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LK0521'WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 LK0521'CONSIDERABLY LOWER IN ELEVATION THAN THE STATION MARK SO A MARK TO
 LK0521'MARK DISTANCE WAS OBTAINED.  A DIFFERENCE IN DIRECTION AND
 LK0521'DISTANCE WAS FOUND TO BOTH REFERENCE MARKS.
 LK0521'
 LK0521'REFERENCE MARK 1 HAD A DIFFERENCE OF 01 MIN 20 SEC IN DIRECTION AND
 LK0521'THE DISTANCE WAS 0.08 FOOT SHORTER.
 LK0521'
 LK0521'REFERENCE MARK 2 HAD A DIFFERENCE OF 02 MIN 15 SEC IN DIRECTION AND
 LK0521'THE DISTANCE WAS 0.08 FOOT SHORTER.
 LK0521'
 LK0521'THE AZIMUTH MARK HAD A DIFFERENCE OF 07.1 SEC IN DIRECTION.
 LK0521'
 LK0521'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION
 LK0521'FOLLOWS.
 LK0521'
 LK0521'THE STATION IS LOCATED ABOUT 23 MILES NORTHEAST OF WRAY, COLORADO, 23
 LK0521'MILES SOUTHWEST OF IMPERIAL, NEBRASKA, 21 MILES SOUTHEAST OF
 LK0521'HOLYOKE, COLORADO AND 1 MILE EAST OF THE NEBRASKA-COLORADO
 LK0521'BORDER.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 25, T. 5 N., R.
 LK0521'42 W. ON THE PROPERTY OF MR. DON J. BOYD.
 LK0521'
 LK0521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND
 LK0521'385 IN THE NORTHWEST EDGE OF WRAY, COLORADO, GO NORTH ON HIGHWAY
 LK0521'385 FOR 19.7 MILES TO A CROSSROAD WITH EIGHT MAIL BOXES AND A POWER
 LK0521'LINE POLE WITH TRANSFORMER IN THE NORTHWEST ANGLE.  TURN RIGHT AND
 LK0521'GO EAST ON A GRAVELED ROAD FOR 9.4 MILES TO A CROSSROAD.  COUNTY
 LK0521'ROAD 65 GOES NORTH AND EAST FROM THIS POINT.  CONTINUE EAST AND
 LK0521'SOUTH ON COUNTY ROAD 65 FOR 2.8 MILES TO A SIDE ROAD LEFT AND A SIGN
 LK0521'IN THE NORTHEAST ANGLE,--DOUBLE REVERSE LEANING  L  RANCH - DONALD
 LK0521'AND EDITH BOYD 3 MILES EAST 1-1/2 NORTH--.
 LK0521'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.3
 LK0521'MILES TO THE COLORADO-NEBRASKA BORDER.  CONTINUE EAST FOR 1.5 MILES
 LK0521'TO A SIDE ROAD LEFT AND A SMALL SIGN ON THE LEFT DON J. BOYD.  TURN
 LK0521'LEFT AND GO NORTH ON A BLADED ROAD FOR 1 MILE TO WHERE THE ROAD
 LK0521'TURNS RIGHT.  TURN RIGHT CROSSING A CATTLE GUARD AND GO EAST FOR
 LK0521'0.65 MILE TO WHERE THE ROAD TURNS LEFT.  TURN LEFT AND GO NORTH FOR
 LK0521'0.65 MILE TO WHERE THE ROAD TURNS LEFT AGAIN.  TURN LEFT AND GO
 LK0521'WEST ALONG THE SOUTH SIDE OF SOME TREES FOR 0.2 MILE TO A
 LK0521'DRIVEWAY LEADING TO MR. BOYDS HOME.  CONTINUE WEST ON A TRACK
 LK0521'ROAD FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO
 LK0521'NORTHWEST ACROSS A PASTURE FOR 0.2 MILE TO A JOG IN AN EAST-WEST
 LK0521'FENCE AND A WIRE GATE.  PASS THROUGH THE GATE, TURN RIGHT AND GO
 LK0521'NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.6 MILE TO A GATE IN THE
 LK0521'FENCE CORNER JUST SOUTH OF A WINDMILL.  BEAR LEFT AND GO
 LK0521'NORTHWEST ACROSS THE PASTURE FOR 0.15 MILE TO THE AZIMUTH MARK.
 LK0521'CONTINUE IN A NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.8 MILE
 LK0521'TO THE TOP OF THE HIGHEST HILL IN THE AREA AND THE STATION.
 LK0521'
 LK0521'THE STATION MARK IS A STANDARD DISK STAMPED MCFARLAND 1933 SET
 LK0521'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 LK0521'INCHES.
 LK0521'
 LK0521'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MCFARLAND NO 1 1933
 LK0521'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0521'1 INCH.  IT IS LOCATED ON THE SOUTHWEST SLOPE OF THE HILL ABOUT
 LK0521'10 FEET LOWER THAN THE STATION.
 LK0521'
 LK0521'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MCFARLAND NO 2 1933,
 LK0521'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0521'2 INCHES.  IT IS LOCATED ON THE NORTHWEST SLOPE OF THE HILL ABOUT
 LK0521'4 FEET LOWER THAN THE STATION.
 LK0521'
 LK0521'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED MCFARLAND
 LK0521'AZIMUTH 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LK0521'THAT IS FLUSH.  IT IS 152 FEET NORTH OF AN OLD IRON WHEEL AND 79.5
 LK0521'FEET NORTH-NORTHEAST OF AN OLD WELL CASING.
 LK0521'
 LK0521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 21 MILES
 LK0521'SOUTHEAST OF HOLYOKE, COLORADO.
 LK0521'
 LK0521'HEIGHT OF LIGHT ABOVE STATION MARK 3.1 FEET.
 LK0521
 LK0521                          STATION RECOVERY (1971)
 LK0521
 LK0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RVS)
 LK0521'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0521'A USC AND GS WITNESS
 LK0521'SIGN MOUNTED ON A METAL POST WAS PLACED 7 FEET WEST OF THE
 LK0521'STATION MARK.
 LK0521'
 LK0521'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0521'DISKS, SET IN CONCRETE POSTS PROJECTING 0.3 FEET ABOVE GROUND.
 LK0521'
 LK0521'STATION MARK--DISK STAMPED MC FARLAND 1933.
 LK0521'
 LK0521'REFERENCE MARK NO. 1--DISK STAMPED MC FARLAND NO. 1 1933.
 LK0521'
 LK0521'REFERENCE MARK NO. 2--DISK STAMPED MC FARLAND NO. 2 1933.
 LK0521'
 LK0521'STATION LAMAR USC AND GS 1933 IS VISIBLE FROM THE GROUND AT
 LK0521'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0521'WERE MADE FROM A STANDARD TRIPOD.
 LK0521
 LK0521                          STATION RECOVERY (1973)
 LK0521
 LK0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LK0521'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE FOUND IN GOOD
 LK0521'CONDITION AS DESCRIBED.
 LK0521'
 LK0521'DISTANCE TO R.M. 1 MISSED -0.11 FT., R.M. 2 MISSED -0.13 FT.
 LK0521'
 LK0521'DIRECTION TO R.M. 1 MISSED -79.83 SECONDS IN AZIMUTH, R.M. 2
 LK0521'MISSED -140.58 SECONDS IN AZIMUTH.  AZ. MK. MISSED -6.00 SECONDS
 LK0521'IN AZIMUTH.
 LK0521'
 LK0521'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4121 ***********************************************************************
 AB4121  FBN         -  This is a Federal Base Network Control Station.
 AB4121  PACS        -  This is a Primary Airport Control Station.
 AB4121  DESIGNATION -  MCK A
 AB4121  PID         -  AB4121
 AB4121  STATE/COUNTY-  NE/RED WILLOW
 AB4121  COUNTRY     -  US
 AB4121  USGS QUAD   -  MCCOOK EAST (2017)
 AB4121
 AB4121                         *CURRENT SURVEY CONTROL
 AB4121  ______________________________________________________________________
 AB4121* NAD 83(2011) POSITION- 40 12 29.50818(N) 100 35 42.32537(W)   ADJUSTED
 AB4121* NAD 83(2011) ELLIP HT-   760.128 (meters)        (06/27/12)   ADJUSTED
 AB4121* NAD 83(2011) EPOCH   -  2010.00
 AB4121* NAVD 88 ORTHO HEIGHT -   784.125 (meters)     2572.58  (feet) ADJUSTED
 AB4121  ______________________________________________________________________
 AB4121  GEOID HEIGHT    -        -23.995 (meters)                     GEOID18
 AB4121  NAD 83(2011) X  -   -896,976.703 (meters)                     COMP
 AB4121  NAD 83(2011) Y  - -4,795,225.100 (meters)                     COMP
 AB4121  NAD 83(2011) Z  -  4,096,158.252 (meters)                     COMP
 AB4121  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 AB4121  DYNAMIC HEIGHT  -        783.607 (meters)     2570.88  (feet) COMP
 AB4121  MODELED GRAVITY -    979,939.7   (mgal)                       NAVD 88
 AB4121
 AB4121  VERT ORDER      -  SECOND    CLASS I
 AB4121
 AB4121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4121  Standards:
 AB4121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4121  -------------------------------------------------------------------
 AB4121  NETWORK    0.26   0.53           0.12   0.09   0.27      0.04883985
 AB4121  -------------------------------------------------------------------
 AB4121  Click here for local accuracies and other accuracy information.
 AB4121
 AB4121.This mark is at Mccook Municipal Airport (MCK)
 AB4121
 AB4121.The horizontal coordinates were established by GPS observations
 AB4121.and adjusted by the National Geodetic Survey in June 2012.
 AB4121
 AB4121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4121.been affixed to the stable North American tectonic plate. See 
 AB4121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4121
 AB4121.The horizontal coordinates are valid at the epoch date displayed above
 AB4121.which is a decimal equivalence of Year/Month/Day.
 AB4121
 AB4121.The orthometric height was determined by differential leveling and
 AB4121.adjusted by the NATIONAL GEODETIC SURVEY
 AB4121.in July 2002.
 AB4121
 AB4121.No vertical observational check was made to the station.
 AB4121
 AB4121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4121.GEOID18 height accuracy estimate available here.
 AB4121
 AB4121.Click photographs - Photos may exist for this station.
 AB4121
 AB4121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4121
 AB4121.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4121
 AB4121.The ellipsoidal height was determined by GPS observations
 AB4121.and is referenced to NAD 83.
 AB4121
 AB4121.The dynamic height is computed by dividing the NAVD 88
 AB4121.geopotential number by the normal gravity value computed on the
 AB4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4121.degrees latitude (g = 980.6199 gals.).
 AB4121
 AB4121.The modeled gravity was interpolated from observed gravity values.
 AB4121
 AB4121. The following values were computed from the NAD 83(2011) position.
 AB4121
 AB4121;                    North         East     Units Scale Factor Converg.
 AB4121;SPC NE       -    41,796.990   449,342.447   MT  0.99991237   -0 23 39.7
 AB4121;SPC NE       -   137,128.96  1,474,217.68   sFT  0.99991237   -0 23 39.7
 AB4121;UTM  14      - 4,452,085.432   364,255.021   MT  0.99982683   -1 01 47.6
 AB4121
 AB4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4121!SPC NE       -   0.99988077  x   0.99991237  =   0.99979315
 AB4121!UTM  14      -   0.99988077  x   0.99982683  =   0.99970762
 AB4121
 AB4121:                Primary Azimuth Mark                     Grid Az
 AB4121:SPC NE       -  ARP MCK                                  121 20 41.8
 AB4121:UTM  14      -  ARP MCK                                  121 58 49.7
 AB4121
 AB4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6425552085(NAD 83)
 AB4121
 AB4121|---------------------------------------------------------------------|
 AB4121| PID    Reference Object                     Distance      Geod. Az  |
 AB4121|                                                           dddmmss.s |
 AB4121| LJ0524 ARP MCK                             459.794 METERS 1205702.1 |
 AB4121| AB4165 MAC B 2                             427.751 METERS 3183954.3 |
 AB4121|---------------------------------------------------------------------|
 AB4121
 AB4121                          SUPERSEDED SURVEY CONTROL
 AB4121
 AB4121  NAD 83(2007)-  40 12 29.50802(N)    100 35 42.32630(W) AD(2002.00) 0
 AB4121  ELLIP H (02/10/07)  760.154  (m)                       GP(2002.00)    
 AB4121  ELLIP H (07/10/01)  760.127  (m)                       GP(       ) 4 1
 AB4121  NAD 83(1995)-  40 12 29.50771(N)    100 35 42.32557(W) AD(       ) B
 AB4121  ELLIP H (06/25/96)  760.184  (m)                       GP(       ) 1 1
 AB4121  NAVD 88             784.13   (m)         2572.6    (f) LEVELING    3  
 AB4121  NAVD 88 (06/25/96)  784.16   (m)  GEOID93  model used  GPS OBS        
 AB4121
 AB4121.Superseded values are not recommended for survey control.
 AB4121
 AB4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4121.See file dsdata.pdf to determine how the superseded data were derived.
 AB4121
 AB4121_MARKER: F = FLANGE-ENCASED ROD
 AB4121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4121_STAMPING: MCK A 1995
 AB4121_MARK LOGO: NGS
 AB4121_PROJECTION: FLUSH
 AB4121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4121+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 AB4121_ROD/PIPE-DEPTH: 19.5 meters
 AB4121_SLEEVE-DEPTH  : 1.0 meters
 AB4121
 AB4121  HISTORY     - Date     Condition        Report By
 AB4121  HISTORY     - 1995     MONUMENTED       NGS
 AB4121  HISTORY     - 19970803 GOOD             NGS
 AB4121  HISTORY     - 19991103 GOOD             NGS
 AB4121  HISTORY     - 20000501 GOOD             NGS
 AB4121  HISTORY     - 20011119 GOOD             NGS
 AB4121  HISTORY     - 20021015 GOOD             NGS
 AB4121  HISTORY     - 20090803 GOOD             BWRCOR
 AB4121  HISTORY     - 20220929 GOOD             NEGS
 AB4121
 AB4121                          STATION DESCRIPTION
 AB4121
 AB4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4121'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 AB4121'INDIANOLA, 1.8 MI (2.9 KM) EAST OF MCCOOK AND AT THE MCCOOK MUNICIPAL
 AB4121'AIRPORT.  OWNERSHIP--CITY OF MCCOOK, BOX 1059, MCCOOK NE 69001.
 AB4121'AIRPORT MANAGER IS JOHN CARTER, PHONE (308) 345-2022.  TO REACH THE
 AB4121'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6/34 AND 83 SOUTH ON THE
 AB4121'EAST SIDE OF MCCOOK, GO EAST ON U.S. HIGHWAY 6/34 FOR 0.8 MI (1.3 KM)
 AB4121'TO AIRPORT DRIVE ON THE LEFT, TURN LEFT AND GO EAST-NORTHEAST
 AB4121'FOLLOWING AIRPORT DRIVE FOR 0.8 MI (1.3 KM) TO A LOCKED GATE ON THE
 AB4121'SOUTHWEST SIDE OF THE AIRPORT TERMINAL BUILDING (AIRPORT PERSONNEL
 AB4121'INSIDE TERMINAL BUILDING HAVE THE KEY FOR GATE), GO SOUTHEAST ACROSS
 AB4121'APRON FOR 0.1 MI (0.2 KM), TURN LEFT ON TAXIWAY AND GO EAST-NORTHEAST
 AB4121'0.1 MI (0.2 KM) TO A PERPENDICULAR TAXIWAY ON THE RIGHT AND THE
 AB4121'STATION ON THE LEFT IN LINE WITH THE EXTENDED CENTER OF THE
 AB4121'PERPENDICULAR TAXIWAY.  THE STATION IS 237.4 FT (72.4 M) NORTHEAST OF
 AB4121'THE NORTHEAST EDGE OF THE MAIN APRON, 228.0 FT (69.5 M) EAST-NORTHEAST
 AB4121'OF THE NORTHWEST END OF A TAXIWAY IDENTIFIER SIGN, 130.0 FT (39.6 M)
 AB4121'NORTHWEST OF THE TAXIWAY CENTER, 92.3 FT (28.1 M) NORTHWEST OF THE
 AB4121'NORTHWEST END OF A TAXIWAY IDENTIFIER SIGN AND 1.0 FT (0.3 M)
 AB4121'SOUTHEAST OF A WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA
 AB4121'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4121
 AB4121                          STATION RECOVERY (1997)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4121'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AB4121'MANAGER IS DAN DEAN.  PHONE NUMBER 308-345-2022.
 AB4121
 AB4121                          STATION RECOVERY (1999)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AB4121'1.3 KM (0.80 MI) EASTERLY ALONG U.S.  HIGHWAY 34 FROM THE EAST
 AB4121'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, THENCE 1.3 KM (0.80 MI)
 AB4121'NORTHERLY ALONG AIRPORT ROAD TO A GATE AT THE SOUTHWEST CORNER OF THE
 AB4121'TERMINAL, THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS AN APRON, THENCE 0.1
 AB4121'KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, 39.6 M (129.9 FT)
 AB4121'NORTHWEST OF THE TAXIWAY CENTERLINE, 28.4 M (93.2 FT) NORTHWEST OF THE
 AB4121'NORTHWEST END OF A TAXIWAY SIGN (21-30) , 1.0 M (3.3 FT) ABOVE THE
 AB4121'LEVEL OF THE TAXIWAY, AND ON THE EXTENDED CENTER OF A TAXIWAY LEADING
 AB4121'SOUTHEAST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB4121'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB4121'MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF MCCOOK, P.O.
 AB4121'BOX 1059, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-2022.  THE
 AB4121'MONUMENT IS A CANDIDATE FOR A FEDERAL BASE NETWORK CONTROL STATION AND
 AB4121'IS A PRIMARY AIRPORT CONTROL STATION.
 AB4121
 AB4121                          STATION RECOVERY (2000)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4121'THE STATION IS LOCATED IN MCCOOK AT THE MCCOOK MUNICIPAL AIRPORT NEAR
 AB4121'THE INTERSECTIONS OF TAXIWAY BRAVO AND CHARLIE.  OWNERSHIP-- CITY OF
 AB4121'MCCOOK, P.O. BOX 1059, MCCOOK, NE 69001.  MANAGER IS MARTY CONROY,
 AB4121'PHONE 308-345-2022 OR SHIRLEY WHEELBARGER AT THE AIRPORT PHONE
 AB4121'308-345-2576.
 AB4121'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND STATE
 AB4121'HIGHWAY 83 SOUTH ON THE EAST SIDE OF MCCOOK GO EAST ON HIGHWAY 6/34
 AB4121'FOR 0.8 MI (1.3 KM) TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT ON THE
 AB4121'DRIVE FOR 0.8 MI (1.3 KM) TO A LOCKED GATE ON THE SOUTHWEST SIDE OF
 AB4121'THE AIRPORT TERMINAL BUILDING.  (CONTACT SHIRLEY WHEELBARGER FOR KEY).
 AB4121'GO SOUTHEAST ACROSS APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY B (BRAVO),
 AB4121'TURN LEFT ON TAXIWAY FOR 0.05 MI (0.08 KM) EAST TO A CONNECTING
 AB4121'TAXIWAY C (CHARLIE) ON THE RIGHT AND THE STATION ON THE LEFT ON A HIGH
 AB4121'POINT IN LINE WITH THE EXTENDED CENTER OF TAXI CHARLIE.  THE STATION
 AB4121'IS 237.4 FT (72.4 M) EAST OF THE NORTHEAST EDGE OF APRON, 228 FT (69.5
 AB4121'M) EAST OF THE NORTHWEST END OF A TAXIWAY IDENTIFIER SIGN, 130 FT
 AB4121'(39.6 M) NORTHWEST OF THE TAXIWAY CENTER LINE (BRAVO), 92.3 FT (28.1
 AB4121'M) NORTHWEST OF THE NORTHWEST END OF A RUNWAY IDENTIFIER SIGN (21-30),
 AB4121'AND 1.0 FT SOUTHEAST OF A WITNESS POST.
 AB4121
 AB4121                          STATION RECOVERY (2001)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AB4121'RECOVERED AS DESCRIBED
 AB4121'
 AB4121
 AB4121                          STATION RECOVERY (2002)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AB4121'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 AB4121'CONTROL STATION.
 AB4121
 AB4121                          STATION RECOVERY (2009)
 AB4121
 AB4121'RECOVERY NOTE BY BUCHER, WILLIS AND RATLIFF CORP 2009 (DLK)
 AB4121'RECOVERED AS DESCRIBED
 AB4121
 AB4121                          STATION RECOVERY (2022)
 AB4121
 AB4121'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (PS)
 AB4121'THE TIES ON THE 2000 NATIONAL GEODETIC SURVEY STATION RECOVERY ARE
 AB4121'STILL ADEQUATE BUT THE MARK IS NOW 0.7 FT (21 CM) SOUTHEAST OF THE
 AB4121'BOTTOM OF A WITNESS SIGN MOUNTED ON PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ8527 ***********************************************************************
 AJ8527  SACS        -  This is a Secondary Airport Control Station.
 AJ8527  DESIGNATION -  MCK C
 AJ8527  PID         -  AJ8527
 AJ8527  STATE/COUNTY-  NE/RED WILLOW
 AJ8527  COUNTRY     -  US
 AJ8527  USGS QUAD   -  MCCOOK EAST (2017)
 AJ8527
 AJ8527                         *CURRENT SURVEY CONTROL
 AJ8527  ______________________________________________________________________
 AJ8527* NAD 83(2011) POSITION- 40 12 43.17539(N) 100 35 59.60845(W)   ADJUSTED
 AJ8527* NAD 83(2011) ELLIP HT-   762.117 (meters)        (06/27/12)   ADJUSTED
 AJ8527* NAD 83(2011) EPOCH   -  2010.00
 AJ8527* NAVD 88 ORTHO HEIGHT -   786.10  (meters)     2579.1   (feet) GPS OBS
 AJ8527  ______________________________________________________________________
 AJ8527  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8527  GEOID HEIGHT    -        -23.980 (meters)                     GEOID99
 AJ8527  GEOID HEIGHT    -        -23.982 (meters)                     GEOID18
 AJ8527  NAD 83(2011) X  -   -897,328.707 (meters)                     COMP
 AJ8527  NAD 83(2011) Y  - -4,794,883.879 (meters)                     COMP
 AJ8527  NAD 83(2011) Z  -  4,096,481.507 (meters)                     COMP
 AJ8527  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AJ8527
 AJ8527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8527  Standards:
 AJ8527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8527  -------------------------------------------------------------------
 AJ8527  NETWORK    0.32   0.71           0.15   0.10   0.36      0.04608750
 AJ8527  -------------------------------------------------------------------
 AJ8527  Click here for local accuracies and other accuracy information.
 AJ8527
 AJ8527.This mark is at Mccook Municipal Airport (MCK)
 AJ8527
 AJ8527.The horizontal coordinates were established by GPS observations
 AJ8527.and adjusted by the National Geodetic Survey in June 2012.
 AJ8527
 AJ8527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8527.been affixed to the stable North American tectonic plate. See 
 AJ8527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8527
 AJ8527.The horizontal coordinates are valid at the epoch date displayed above
 AJ8527.which is a decimal equivalence of Year/Month/Day.
 AJ8527
 AJ8527.The orthometric height was determined by GPS observations and a
 AJ8527.high-resolution geoid model.
 AJ8527
 AJ8527.GPS derived orthometric heights for airport stations designated as
 AJ8527.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8527.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8527.not indicate centimeter accuracy relative to other marks which are
 AJ8527.part of the published vertical control network.
 AJ8527
 AJ8527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8527.GEOID18 height accuracy estimate available here.
 AJ8527
 AJ8527.Click photographs - Photos may exist for this station.
 AJ8527
 AJ8527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8527
 AJ8527.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8527
 AJ8527.The ellipsoidal height was determined by GPS observations
 AJ8527.and is referenced to NAD 83.
 AJ8527
 AJ8527. The following values were computed from the NAD 83(2011) position.
 AJ8527
 AJ8527;                    North         East     Units Scale Factor Converg.
 AJ8527;SPC NE       -    42,221.319   448,936.701   MT  0.99991090   -0 23 51.2
 AJ8527;SPC NE       -   138,521.11  1,472,886.49   sFT  0.99991090   -0 23 51.2
 AJ8527;UTM  14      - 4,452,514.199   363,854.041   MT  0.99982818   -1 01 59.1
 AJ8527
 AJ8527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8527!SPC NE       -   0.99988046  x   0.99991090  =   0.99979137
 AJ8527!UTM  14      -   0.99988046  x   0.99982818  =   0.99970866
 AJ8527
 AJ8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6385452514(NAD 83)
 AJ8527
 AJ8527                          SUPERSEDED SURVEY CONTROL
 AJ8527
 AJ8527  NAD 83(2007)-  40 12 43.17523(N)    100 35 59.60939(W) AD(2002.00) 0
 AJ8527  ELLIP H (02/10/07)  762.143  (m)                       GP(2002.00)    
 AJ8527  NAD 83(1995)-  40 12 43.17492(N)    100 35 59.60865(W) AD(       ) 1
 AJ8527  ELLIP H (03/19/02)  762.117  (m)                       GP(       ) 4 2
 AJ8527
 AJ8527.Superseded values are not recommended for survey control.
 AJ8527
 AJ8527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8527.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8527
 AJ8527_MARKER: DD = SURVEY DISK
 AJ8527_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ8527+WITH SETTING: PAVEMENT
 AJ8527_SP_SET: CONCRETE BASE OF LIGHTED SIGN
 AJ8527_STAMPING: MCK C 2001
 AJ8527_MARK LOGO: NOS
 AJ8527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8527+STABILITY: SURFACE MOTION
 AJ8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8527+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2001
 AJ8527
 AJ8527  HISTORY     - Date     Condition        Report By
 AJ8527  HISTORY     - 20011119 MONUMENTED       NGS
 AJ8527
 AJ8527                          STATION DESCRIPTION
 AJ8527
 AJ8527'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AJ8527'THE STATION IS LOCATED ABOUT 1.85 MI EAST OF MC COOK AND 0.65 MI NORTH
 AJ8527'OF HIGHWAY 6 AND 34, AT THE MC COOK MUNICIPAL AIRPORT NEAR THE END OF
 AJ8527'RUNWAY 12 IN THE SOUTHEAST CORNER OF A LIGHTED SIGN BASE.  OWNERSHIP
 AJ8527'-- CITY OF MC COOK, AIRPORT MANAGER IS MARTY CONROY, PUBLIC WORKS
 AJ8527'DIRECTOR, P.O.BOX 1059, 302 WEST FIFTH STREET, MC COOK, NE
 AJ8527'69001,308-345-2022,FAX 308-345-1461.
 AJ8527'
 AJ8527'TO REACH FROM THE JUNCTION OF  HIGHWAY 6, 34 AND 83 AT THE EAST END OF
 AJ8527'MC COOK BUSINESS DISTRICT, GO EAST ON HIGHWAY 6 AND 34 FOR 0.8 MI TO
 AJ8527'AIRPORT DRIVE ON THE LEFT. TURN LEFT AND GO NORTH ON AIRPORT DRIVE FOR
 AJ8527'0.65 MI TO A PAVED ROAD ON THE RIGHT LEADING TO RED WILLOW AVIATION
 AJ8527'BUILDING. TURN RIGHT AND GO SOUTHEAST ALONG A GRAVEL ROAD BETWEEN THE
 AJ8527'RED WILLOW AIVIATION BUILDING AND A HANGAR FOR 0.05 MI TO A TAXIWAY.
 AJ8527'TURN LEFT AND GO NORTHEAST  ON THE TAXIWAY  FOR 0.15 MI TO THE
 AJ8527'TERMINAL BUILDING ON THE LEFT AND A CONNECTING TAXIWAY. TURN LEFT ON
 AJ8527'THE TAXIWAY AND GO NORTHWEST ON THE TAXIWAY FOR 0.25 MI, TURN RIGHT
 AJ8527'AND GO NORTH ON TAXIWAY FOR 0.05 MI, TURN LEFT AND GO NORTHWEST FOR
 AJ8527'0.1 MI, TURN RIGHT AND GO NORTH FOR 0.01 MI TO THE STATION ON THE LEFT
 AJ8527'IN LINE WITH THE HOLD BAR.
 AJ8527'
 AJ8527'THE STATION IS A NOS SURVEY DISK SET IN A DRILL HOLE IN A CONCRETE
 AJ8527'BASE OF A LIGHTED SIGN.
 AJ8527'
 AJ8527'THE STATION IS 99.5 FT SOUTHWEST OF A TAXIWAY LIGHT, 73.5 FT NORTHEAST
 AJ8527'OF A TAXIWAY LIGHT, 26.7 FT WEST OF THE TAXIWAY CENTERLINE AND 2.5 FT
 AJ8527'EAST OF THE LIGHTED SIGN.
 AJ8527'
 AJ8527'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0435 ***********************************************************************
 MM0435  DESIGNATION -  MCNEEL
 MM0435  PID         -  MM0435
 MM0435  STATE/COUNTY-  NE/LINCOLN
 MM0435  COUNTRY     -  US
 MM0435  USGS QUAD   -  NORTH OF HERSHEY (2017)
 MM0435
 MM0435                         *CURRENT SURVEY CONTROL
 MM0435  ______________________________________________________________________
 MM0435* NAD 83(1995) POSITION- 41 18 39.79243(N) 100 55 30.43789(W)   ADJUSTED
 MM0435* NAVD 88 ORTHO HEIGHT -   997.0   (meters)     3271.    (feet) VERTCON
 MM0435  ______________________________________________________________________
 MM0435  GEOID HEIGHT    -        -21.946 (meters)                     GEOID18
 MM0435  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 MM0435  HORZ ORDER      -  FIRST
 MM0435
 MM0435.The horizontal coordinates were established by classical geodetic methods
 MM0435.and adjusted by the National Geodetic Survey in August 1997.
 MM0435
 MM0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0435
 MM0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0435.GEOID18 height accuracy estimate available here.
 MM0435
 MM0435.Click photographs - Photos may exist for this station.
 MM0435
 MM0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0435
 MM0435. The following values were computed from the NAD 83(1995) position.
 MM0435
 MM0435;                    North         East     Units Scale Factor Converg.
 MM0435;SPC NE       -   164,478.762   422,559.272   MT  0.99966435   -0 36 47.1
 MM0435;SPC NE       -   539,627.40  1,386,346.54   sFT  0.99966435   -0 36 47.1
 MM0435;UTM  14      - 4,575,075.411   338,853.919   MT  0.99991959   -1 16 16.1
 MM0435
 MM0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0435!SPC NE       -   0.99984709  x   0.99966435  =   0.99951149
 MM0435!UTM  14      -   0.99984709  x   0.99991959  =   0.99976669
 MM0435
 MM0435:                Primary Azimuth Mark                     Grid Az
 MM0435:SPC NE       -  MCNEEL RM 2 AZIMUTH                      241 25 10.1
 MM0435:UTM  14      -  MCNEEL RM 2 AZIMUTH                      242 04 39.1
 MM0435
 MM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3885375075(NAD 83)
 MM0435
 MM0435|---------------------------------------------------------------------|
 MM0435| PID    Reference Object                     Distance      Geod. Az  |
 MM0435|                                                           dddmmss.s |
 MM0435| CN9994 MCNEEL RM 1                         105.888 METERS 14618     |
 MM0435| CN9995 MCNEEL RM 2 AZIMUTH                                2404823.0 |
 MM0435| CN9996 MCNEEL RM 3                          23.988 METERS 34156     |
 MM0435|---------------------------------------------------------------------|
 MM0435
 MM0435                          SUPERSEDED SURVEY CONTROL
 MM0435
 MM0435  NAD 83(1986)-  41 18 39.79664(N)    100 55 30.44596(W) AD(       ) 1
 MM0435  NAD 27      -  41 18 39.81400(N)    100 55 28.89900(W) AD(       ) 1
 MM0435  NGVD 29 (07/19/86)  996.6    (m)         3270.     (f) VERT ANG       
 MM0435
 MM0435.Superseded values are not recommended for survey control.
 MM0435
 MM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0435.See file dsdata.pdf to determine how the superseded data were derived.
 MM0435
 MM0435_MARKER: DS = TRIANGULATION STATION DISK
 MM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0435_STAMPING: MCNEEL 1933
 MM0435_MARK LOGO: CGS
 MM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0435+STABILITY: SURFACE MOTION
 MM0435
 MM0435  HISTORY     - Date     Condition        Report By
 MM0435  HISTORY     - 1933     MONUMENTED       CGS
 MM0435  HISTORY     - 1933     GOOD             CGS
 MM0435
 MM0435                          STATION DESCRIPTION
 MM0435
 MM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0435'ABOUT 14 MILES NORTHWEST OF NORTH PLATTE, IN THE SAND HILLS IN
 MM0435'SOUTHWEST QUARTER SEC. 31, T. 16 N., R. 31 W., IN PASTURE
 MM0435'OWNED BY THE MC NEEL RANCH.  REACHED FROM NORTH PLATTE BY
 MM0435'U.S. ROUTE 183 NORTH 1.5 MILES TO JUNCTION WITH STATE ROUTE
 MM0435'16.  TURN LEFT AND FOLLOW U.S. ROUTE 183, 15.5 MILES TO THE
 MM0435'ROSEDALE RANCH, A STUCCO HOUSE AND LARGE CORRALS ABOUT 300
 MM0435'YARDS WEST OF HIGHWAY.  TURN WEST AND FOLLOW TRAIL JUST SOUTH
 MM0435'OF CORRALS WEST, KEEPING MAIN ROAD 3.45 MILES TO A FORK 100
 MM0435'YARDS WEST OF AN AUTO GATE.  KEEP LEFT FORK WEST 0.55 MILE TO
 MM0435'AN OLD TRAIL LEADING SQUARELY TO LEFT (SOUTH) 125 YARDS SOUTH
 MM0435'OF OLD CONCRETE TANKS AND WINDMILL TOWER.  FOLLOW THIS TRAIL
 MM0435'SOUTH 0.65 MILE TO GATE, CONTINUE SOUTH 1.2 MILE, PASS
 MM0435'WINDMILL IN GROVE ON LEFT AND CONTINUE ON TRAIL
 MM0435'SOUTH-SOUTHEAST TO A SMALL MEADOW 3.6 MILES FROM LAST
 MM0435'GATE.  THIS IS THE SECOND SMALL, SHORT GRASS MEADOW FROM
 MM0435'THE WINDMILL.  TURN LEFT UP VALLEY (NORTHEAST) AND PICK
 MM0435'WAY TO NORTH AND SOUTH FENCE, DISTANT 0.5 MILE. LET DOWN FENCE
 MM0435'AND CONTINUE EAST 70 YARDS TO STATION.  STATION IS ON HIGHEST
 MM0435'POINT OF SAND HILL ABOUT 70 YARDS EAST OF SECTION-LINE
 MM0435'FENCE.  MARK IS 4 INCHES ABOVE GROUND.
 MM0435'
 MM0435'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF STATION.  REFERENCE MARK
 MM0435'NO. 2 IS WEST-SOUTHWEST OF STATION, ALONGSIDE OF TRAIL JUST
 MM0435'BEFORE TURNING NORTHEAST UP VALLEY TO STATION.
 MM0435'
 MM0435'REFERENCE MARK NO. 3 IS NORTH OF STATION.
 MM0435'
 MM0435'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MM0435'DISKS SET IN SQUARE CONCRETE POSTS.  ALL MARKS 4
 MM0435'INCHES ABOVE GROUND.
 MM0435'
 MM0435'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
 MM0435
 MM0435                          STATION RECOVERY (1933)
 MM0435
 MM0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0435'ABOUT 14 MILES NORTHWEST OF NORTH PLATTE, IN THE SOUTHWEST
 MM0435'QUARTER SEC. 31, T. 16 N., R. 31 W., IN PASTURE OF THE ROSEDALE
 MM0435'RANCH.
 MM0435'
 MM0435'REACHED FROM NORTH PLATTE BY U.S. ROUTE 183 NORTH 1.5 MILES TO
 MM0435'JUNCTION WITH STATE ROUTE 16.  TURN LEFT AND FOLLOW U.S.
 MM0435'HIGHWAY 183 NORTHWEST 15.5 MILES TO THE ROSEDALE RANCH, A
 MM0435'STUCCO HOUSE, ABOUT 300 YARDS WEST OF HIGHWAY.  TURN WEST
 MM0435'AND FOLLOW TRAIL JUST SOUTH OF CORRALS, WEST, KEEPING MAIN
 MM0435'ROAD 3.45 MILES TO A FORK 100 YARDS WEST OF AN AUTO-GATE.
 MM0435'KEEP LEFT FORK WEST 0.55 MILE TO AN OLD TRAIL LEADING SQUARELY
 MM0435'TO LEFT, SOUTH, AND SOUTHEAST 4.25 MILES.  TURN LEFT,
 MM0435'NORTHEAST, AND WORK WAY UP VALLEY AND RIDGE TO TOP OF HIGHEST
 MM0435'HILL IN VICINITY, ABOUT 0.5 MILE TO STATION.  STATION
 MM0435'RECOVERED AS DESCRIBED, MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0395 ***********************************************************************
 MM0395  DESIGNATION -  MCPHERSON
 MM0395  PID         -  MM0395
 MM0395  STATE/COUNTY-  NE/LINCOLN
 MM0395  COUNTRY     -  US
 MM0395  USGS QUAD   -  MAXWELL (2017)
 MM0395
 MM0395                         *CURRENT SURVEY CONTROL
 MM0395  ______________________________________________________________________
 MM0395* NAD 83(1995) POSITION- 41 00 40.94897(N) 100 33 28.59431(W)   ADJUSTED
 MM0395* NAVD 88 ORTHO HEIGHT -   951.    (meters)     3120.    (feet) SCALED
 MM0395  ______________________________________________________________________
 MM0395  GEOID HEIGHT    -        -22.682 (meters)                     GEOID18
 MM0395  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 MM0395  HORZ ORDER      -  SECOND
 MM0395
 MM0395.The horizontal coordinates were established by classical geodetic methods
 MM0395.and adjusted by the National Geodetic Survey in August 1997.
 MM0395
 MM0395.The orthometric height was scaled from a topographic map.
 MM0395
 MM0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0395.GEOID18 height accuracy estimate available here.
 MM0395
 MM0395.Click photographs - Photos may exist for this station.
 MM0395
 MM0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0395
 MM0395. The following values were computed from the NAD 83(1995) position.
 MM0395
 MM0395;                    North         East     Units Scale Factor Converg.
 MM0395;SPC NE       -   130,945.135   453,080.058   MT  0.99969559   -0 22 11.1
 MM0395;SPC NE       -   429,609.16  1,486,480.16   sFT  0.99969559   -0 22 11.1
 MM0395;UTM  14      - 4,541,188.690   368,994.874   MT  0.99981123   -1 01 20.9
 MM0395
 MM0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0395!SPC NE       -   0.99985435  x   0.99969559  =   0.99954998
 MM0395!UTM  14      -   0.99985435  x   0.99981123  =   0.99966561
 MM0395
 MM0395:                Primary Azimuth Mark                     Grid Az
 MM0395:SPC NE       -  MCPHERSON AZ MK                          184 36 08.7
 MM0395:UTM  14      -  MCPHERSON AZ MK                          185 15 18.5
 MM0395
 MM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6899441188(NAD 83)
 MM0395
 MM0395|---------------------------------------------------------------------|
 MM0395| PID    Reference Object                     Distance      Geod. Az  |
 MM0395|                                                           dddmmss.s |
 MM0395| MM0375 BRADY MUNICIPAL TANK                APPROX.16.5 KM 0852911.7 |
 MM0395| CN9998 MCPHERSON RM 1                       15.520 METERS 10455     |
 MM0395| CN9999 MCPHERSON RM 2                       13.801 METERS 17736     |
 MM0395| CN9997 MCPHERSON AZ MK                                    1841357.6 |
 MM0395|---------------------------------------------------------------------|
 MM0395
 MM0395                          SUPERSEDED SURVEY CONTROL
 MM0395
 MM0395  NAD 83(1986)-  41 00 40.95398(N)    100 33 28.60133(W) AD(       ) 2
 MM0395  NAD 27      -  41 00 40.93973(N)    100 33 27.10687(W) AD(       ) 2
 MM0395
 MM0395.Superseded values are not recommended for survey control.
 MM0395
 MM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0395.See file dsdata.pdf to determine how the superseded data were derived.
 MM0395
 MM0395_MARKER: DS = TRIANGULATION STATION DISK
 MM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0395_STAMPING: MC PHERSON 1951
 MM0395_MARK LOGO: CGS
 MM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0395+STABILITY: SURFACE MOTION
 MM0395
 MM0395  HISTORY     - Date     Condition        Report By
 MM0395  HISTORY     - 1951     MONUMENTED       CGS
 MM0395
 MM0395                          STATION DESCRIPTION
 MM0395
 MM0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0395'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 MM0395'MAXWELL ON THE HIGHEST POINT AND ON THE NORTH END OF A PROMINENT
 MM0395'FLAT TOPPED RIDGE, 15 FEET NORTHEAST OF A FENCE CORNER AND 3
 MM0395'FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED MC PHERSON 1951
 MM0395'AND PROJECTS 4 INCHES.
 MM0395'
 MM0395'REFERENCE MARK NO. 1 IS 48 FEET EAST OF A FENCE CORNER, 1 FOOT
 MM0395'NORTH OF AN EAST-WEST FENCE LINE AND IS ABOUT 2 FEET LOWER IN
 MM0395'ELEVATION THAN THE STATION.  IT IS STAMPED MC PHERSON NO 1 1951
 MM0395'AND PROJECTS 3 INCHES.
 MM0395'
 MM0395'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST CORNER OF A CULTIVATED
 MM0395'FIELD, 24 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 MM0395'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MC PHERSON NO 2 1951 AND
 MM0395'PROJECTS 4 INCHES.
 MM0395'
 MM0395'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 57.18 FEET.
 MM0395'
 MM0395'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 MM0395'15 FEET EAST OF THE EAST END OF A WIRE GATE, 2 FEET NORTHWEST
 MM0395'OF A FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.  IT IS
 MM0395'STAMPED MC PHERSON 1951 AND PROJECTS 4 INCHES.
 MM0395'
 MM0395'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 MM0395'IN MAXWELL, GO SOUTH ON STATE HIGHWAY 107 FOR 3.3 MILES TO
 MM0395'A T ROAD RIGHT, TURN RIGHT AND GO WEST AND NORTHWEST ON GRAVELED
 MM0395'ROAD FOR 2.7 MILES TO A T INTERSECTION.  TURN LEFT AND GO
 MM0395'SOUTH FOR 1.6 MILES TO A FORK, TAKE LEFT FORK AND CONTINUE
 MM0395'SOUTH FOR 1.0 MILE TO A DRIVEWAY INTO FARMYARD ON LEFT, TURN
 MM0395'LEFT INTO DRIVEWAY AND GO EAST FOR 0.25 MILE TO TWO GATES
 MM0395'IN BARNYARD, PASS THROUGH GATES AND CONTINUE EAST AND NORTH ON
 MM0395'DIRT ROAD UP STEEP HILL FOR 0.3 MILE TO A GATE IN EAST-WEST
 MM0395'FENCE LINE AT TOP OF HILL AND AZIMUTH MARK ON RIGHT AS
 MM0395'DESCRIBED.  CONTINUE NORTH ALONG WEST SIDE OF FIELD FOR 0.7 MILE
 MM0395'TO A FENCE CORNER AND STATION JUST NORTHEAST AS
 MM0395'DESCRIBED.
 MM0395'
 MM0395'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2015 ***********************************************************************
 MK2015  DESIGNATION -  MEAD ALMA LUTH CH SPIRE
 MK2015  PID         -  MK2015
 MK2015  STATE/COUNTY-  NE/SAUNDERS
 MK2015  COUNTRY     -  US
 MK2015  USGS QUAD   -  MEAD (2017)
 MK2015
 MK2015                         *CURRENT SURVEY CONTROL
 MK2015  ______________________________________________________________________
 MK2015* NAD 83(1995) POSITION- 41 13 32.01849(N) 096 29 27.25050(W)   ADJUSTED
 MK2015  ______________________________________________________________________
 MK2015  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 MK2015  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 MK2015  HORZ ORDER      -  THIRD
 MK2015
 MK2015.The horizontal coordinates were established by classical geodetic methods
 MK2015.and adjusted by the National Geodetic Survey in August 1997.
 MK2015
 MK2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2015.GEOID18 height accuracy estimate available here.
 MK2015
 MK2015.Click photographs - Photos may exist for this station.
 MK2015
 MK2015.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2015
 MK2015. The following values were computed from the NAD 83(1995) position.
 MK2015
 MK2015;                    North         East     Units Scale Factor Converg.
 MK2015;SPC NE       -   160,541.028   794,052.041   MT  0.99967050   +2 19 31.7
 MK2015;SPC NE       -   526,708.36  2,605,152.40   sFT  0.99967050   +2 19 31.7
 MK2015;UTM  14      - 4,566,832.702   710,306.838   MT  1.00014436   +1 39 15.0
 MK2015
 MK2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1030666832(NAD 83)
 MK2015
 MK2015                          SUPERSEDED SURVEY CONTROL
 MK2015
 MK2015  NAD 83(1986)-  41 13 32.02929(N)    096 29 27.25302(W) AD(       ) 3
 MK2015  NAD 27      -  41 13 32.02088(N)    096 29 26.15676(W) AD(       ) 3
 MK2015
 MK2015.Superseded values are not recommended for survey control.
 MK2015
 MK2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2015.See file dsdata.pdf to determine how the superseded data were derived.
 MK2015
 MK2015_MARKER: 90 = CHURCH SPIRE
 MK2015
 MK2015  HISTORY     - Date     Condition        Report By
 MK2015  HISTORY     - 1961     FIRST OBSERVED   CGS
 MK2015  HISTORY     - 20040603 GOOD             USPSQD
 MK2015
 MK2015                          STATION DESCRIPTION
 MK2015
 MK2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2015'THE STATION IS THE SPIRE, WITH CROSS, PROJECTING ABOVE THE CONICAL
 MK2015'ROOF OF THE ALMA LUTHERAN CHURCH BUILDING.  IT IS SITUATED IN
 MK2015'THE SOUTH RESIDENTIAL DISTRICT OF THE SMALL VILLAGE OF MEAD.
 MK2015
 MK2015                          STATION RECOVERY (2004)
 MK2015
 MK2015'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK2015'STATION FOUND GOOD. CHURCH IS SOUTH OF FIFTH STREET AND WEST OF ELM
 MK2015'STREET IN THE SOUTHWEST CORNER OF THE INTERSECTION. CHURCH IS NOW THE
 MK2015'MEAD ALMA EVANGELICAL LUTHERAN CHURCH. CHURCH HAS WHITE SIDING, A RED
 MK2015'SHINGLED ROOF, WHITE BELFREY, RED SHINGLED SPIRE WITH A GOLD CROSS AT
 MK2015'THE TOP OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2017 ***********************************************************************
 MK2017  DESIGNATION -  MEAD MUNICIPAL TANK
 MK2017  PID         -  MK2017
 MK2017  STATE/COUNTY-  NE/SAUNDERS
 MK2017  COUNTRY     -  US
 MK2017  USGS QUAD   -  MEAD (2017)
 MK2017
 MK2017                         *CURRENT SURVEY CONTROL
 MK2017  ______________________________________________________________________
 MK2017* NAD 83(1995) POSITION- 41 13 35.00897(N) 096 29 13.27332(W)   ADJUSTED
 MK2017  ______________________________________________________________________
 MK2017  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 MK2017  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 MK2017  HORZ ORDER      -  THIRD
 MK2017
 MK2017.The horizontal coordinates were established by classical geodetic methods
 MK2017.and adjusted by the National Geodetic Survey in August 1997.
 MK2017
 MK2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2017.GEOID18 height accuracy estimate available here.
 MK2017
 MK2017.Click photographs - Photos may exist for this station.
 MK2017
 MK2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2017
 MK2017. The following values were computed from the NAD 83(1995) position.
 MK2017
 MK2017;                    North         East     Units Scale Factor Converg.
 MK2017;SPC NE       -   160,646.389   794,373.462   MT  0.99967043   +2 19 40.9
 MK2017;SPC NE       -   527,054.03  2,606,206.93   sFT  0.99967043   +2 19 40.9
 MK2017;UTM  14      - 4,566,934.338   710,629.625   MT  1.00014603   +1 39 24.3
 MK2017
 MK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1062966934(NAD 83)
 MK2017
 MK2017                          SUPERSEDED SURVEY CONTROL
 MK2017
 MK2017  NAD 83(1986)-  41 13 35.01973(N)    096 29 13.27578(W) AD(       ) 3
 MK2017  NAD 27      -  41 13 35.01228(N)    096 29 12.18037(W) AD(       ) 3
 MK2017
 MK2017.Superseded values are not recommended for survey control.
 MK2017
 MK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2017.See file dsdata.pdf to determine how the superseded data were derived.
 MK2017
 MK2017_MARKER: 53 = ELEVATED TANK
 MK2017
 MK2017  HISTORY     - Date     Condition        Report By
 MK2017  HISTORY     - 1959     FIRST OBSERVED   CGS
 MK2017  HISTORY     - 20040603 GOOD             USPSQD
 MK2017
 MK2017                          STATION DESCRIPTION
 MK2017
 MK2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2017'THE STATION IS LOCATED NEAR THE EAST EDGE OF THE SMALL VILLAGE
 MK2017'OF MEAD.  IT IS 115 FEET SOUTH OF AN EAST-WEST STREET AND 36 FEET
 MK2017'EAST OF AN ALLEY.
 MK2017'
 MK2017'IT IS CYLINDRICAL TANK WITH A CONICAL SHAPED ROOF WHICH IS
 MK2017'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  IT IS PAINTED SILVER
 MK2017'IN COLOR AND IS 125 FEET IN HEIGHT.
 MK2017'
 MK2017'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 MK2017
 MK2017                          STATION RECOVERY (2004)
 MK2017
 MK2017'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK2017'STATION FOUND GOOD. THE EAST-WEST STREET IN THE 1959 DESCRIPTION IS
 MK2017'FOURTH STREET. TANK IS NORTH OF FIFTH STREET, SOUTH OF FOURTH STREET,
 MK2017'EAST OF CEDAR STREET AND WEST OF SPRUCE ST. IN THE NORTHEAST QUADRANT
 MK2017'OF THE BLOCK. THE LEGS OF THE STRUCTURE ARE NOW BLACK, TANK REMAINS
 MK2017'SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0796 ***********************************************************************
 NN0796  DESIGNATION -  MEADVILLE
 NN0796  PID         -  NN0796
 NN0796  STATE/COUNTY-  NE/KEYA PAHA
 NN0796  COUNTRY     -  US
 NN0796  USGS QUAD   -  MEADVILLE (2017)
 NN0796
 NN0796                         *CURRENT SURVEY CONTROL
 NN0796  ______________________________________________________________________
 NN0796* NAD 83(1995) POSITION- 42 47 03.25950(N) 099 49 24.96604(W)   ADJUSTED
 NN0796* NAVD 88 ORTHO HEIGHT -   748.    (meters)     2454.    (feet) SCALED
 NN0796  ______________________________________________________________________
 NN0796  GEOID HEIGHT    -        -23.294 (meters)                     GEOID18
 NN0796  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 NN0796  HORZ ORDER      -  SECOND
 NN0796
 NN0796.The horizontal coordinates were established by classical geodetic methods
 NN0796.and adjusted by the National Geodetic Survey in August 1997.
 NN0796
 NN0796.The orthometric height was scaled from a topographic map.
 NN0796
 NN0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0796.GEOID18 height accuracy estimate available here.
 NN0796
 NN0796.Click photographs - Photos may exist for this station.
 NN0796
 NN0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0796
 NN0796. The following values were computed from the NAD 83(1995) position.
 NN0796
 NN0796;                    North         East     Units Scale Factor Converg.
 NN0796;SPC NE       -   327,668.038   514,432.581   MT  0.99990821   +0 07 00.8
 NN0796;SPC NE       - 1,075,024.22  1,687,767.56   sFT  0.99990821   +0 07 00.8
 NN0796;UTM  14      - 4,737,184.209   432,634.991   MT  0.99965583   -0 33 34.0
 NN0796
 NN0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0796!SPC NE       -   0.99988632  x   0.99990821  =   0.99979454
 NN0796!UTM  14      -   0.99988632  x   0.99965583  =   0.99954219
 NN0796
 NN0796:                Primary Azimuth Mark                     Grid Az
 NN0796:SPC NE       -  MEADVILLE AZ MK                          012 04 09.8
 NN0796:UTM  14      -  MEADVILLE AZ MK                          012 44 44.6
 NN0796
 NN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3263437184(NAD 83)
 NN0796
 NN0796|---------------------------------------------------------------------|
 NN0796| PID    Reference Object                     Distance      Geod. Az  |
 NN0796|                                                           dddmmss.s |
 NN0796| CO3224 MEADVILLE AZ MK                                    0121110.6 |
 NN0796| CO3225 MEADVILLE RM 1                       14.660 METERS 08904     |
 NN0796| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.26.3 KM 1873911.3 |
 NN0796| CO3226 MEADVILLE RM 2                        9.134 METERS 26911     |
 NN0796|---------------------------------------------------------------------|
 NN0796
 NN0796                          SUPERSEDED SURVEY CONTROL
 NN0796
 NN0796  NAD 83(1986)-  42 47 03.26640(N)    099 49 24.97811(W) AD(       ) 2
 NN0796  NAD 27      -  42 47 03.27800(N)    099 49 23.55700(W) AD(       ) 2
 NN0796
 NN0796.Superseded values are not recommended for survey control.
 NN0796
 NN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0796.See file dsdata.pdf to determine how the superseded data were derived.
 NN0796
 NN0796_MARKER: DS = TRIANGULATION STATION DISK
 NN0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0796_STAMPING: MEADVILLE 1949
 NN0796_MARK LOGO: CGS
 NN0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0796+STABILITY: SURFACE MOTION
 NN0796
 NN0796  HISTORY     - Date     Condition        Report By
 NN0796  HISTORY     - 1949     MONUMENTED       CGS
 NN0796
 NN0796                          STATION DESCRIPTION
 NN0796
 NN0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0796'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH-NORTHEAST OF
 NN0796'AINSWORTH, ABOUT 2.75 MILES SOUTH OF SPRINGVIEW AND ABOUT
 NN0796'2.5 MILES NORTH-NORTHEAST OF THE MEADVILLE STORE AND POST
 NN0796'OFFICE.  IT IS 40.0 FEET SOUTH OF THE CENTER OF STATE ROUTE
 NN0796'NO. 7 AND 3.0 FEET NORTH OF A FENCE.  IT PROJECTS 3 INCHES
 NN0796'AND IS STAMPED MEADVILLE 1949.
 NN0796'
 NN0796'REFERENCE MARK NO. 1 IS 55.0 FEET SOUTH OF THE CENTER OF STATE
 NN0796'ROUTE NO. 7, 35.0 FEET WEST OF A FENCE CORNER AND 4.0 FEET
 NN0796'NORTH OF A FENCE.  IT IS ABOUT 1.5 FEET BELOW THE ELEVATION
 NN0796'OF THE STATION, IS FLUSH WITH THE TOP OF THE GROUND AND IS
 NN0796'STAMPED MEADVILLE NO 1 1949
 NN0796'
 NN0796'REFERENCE MARK NO. 2 IS 35.0 FEET SOUTH OF THE CENTER OF
 NN0796'STATE ROUTE NO. 7 AND 4.0 FEET NORTH OF A FENCE.  IT PROJECTS
 NN0796'2 INCHES AND IS STAMPED MEADVILLE NO 2 1949.
 NN0796'
 NN0796'THE AZIMUTH MARK IS LOCATED DIRECTLY UNDER A NORTH-SOUTH
 NN0796'FENCE AND 29.5 FEET EAST OF THE CENTER OF STATE ROUTE NO. 7.
 NN0796'IT PROJECTS 3 INCHES AND IS STAMPED MEADVILLE 1949.
 NN0796'
 NN0796'TO REACH THE STATION FROM THE MEADVILLE STORE AND POST OFFICE,
 NN0796'GO NORTH-NORTHEAST ON STATE ROUTE NO. 7 FOR 3.0 MILES TO TOP
 NN0796'OF A RISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 NN0796'
 NN0796'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NN0796'STATE ROUTE NO. 7 FOR 1.0 MILE TO A POINT JUST NORTH OF A
 NN0796'CURVE IN THE HIGHWAY AND THE AZIMUTH MARK ON THE RIGHT AS
 NN0796'DESCRIBED.
 NN0796'
 NN0796'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET.
 NN0796'
 NN0796'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0796'
 NN0796'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 4 FEET.
 NN0796'
 NN0796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0425 ***********************************************************************
 LJ0425  DESIGNATION -  MEDICINE
 LJ0425  PID         -  LJ0425
 LJ0425  STATE/COUNTY-  NE/FRONTIER
 LJ0425  COUNTRY     -  US
 LJ0425  USGS QUAD   -  MEDICINE CREEK DAM (2017)
 LJ0425
 LJ0425                         *CURRENT SURVEY CONTROL
 LJ0425  ______________________________________________________________________
 LJ0425* NAD 83(1995) POSITION- 40 22 34.31998(N) 100 13 55.78828(W)   ADJUSTED
 LJ0425* NAVD 88 ORTHO HEIGHT -   737.87  (+/-2cm)     2420.8   (feet) VERTCON
 LJ0425  ______________________________________________________________________
 LJ0425  GEOID HEIGHT    -        -24.107 (meters)                     GEOID18
 LJ0425  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 LJ0425  HORZ ORDER      -  THIRD
 LJ0425  VERT ORDER      -  THIRD ? (See Below)
 LJ0425
 LJ0425.The horizontal coordinates were established by classical geodetic methods
 LJ0425.and adjusted by the National Geodetic Survey in August 1997.
 LJ0425
 LJ0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0425
 LJ0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0425.GEOID18 height accuracy estimate available here.
 LJ0425
 LJ0425.The vertical order pertains to the NGVD 29 superseded value.
 LJ0425
 LJ0425.Click photographs - Photos may exist for this station.
 LJ0425
 LJ0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0425
 LJ0425. The following values were computed from the NAD 83(1995) position.
 LJ0425
 LJ0425;                    North         East     Units Scale Factor Converg.
 LJ0425;SPC NE       -    60,302.027   480,286.856   MT  0.99985107   -0 09 13.9
 LJ0425;SPC NE       -   197,840.90  1,575,741.13   sFT  0.99985107   -0 09 13.9
 LJ0425;UTM  14      - 4,470,241.755   395,401.048   MT  0.99973468   -0 47 53.8
 LJ0425
 LJ0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0425!SPC NE       -   0.99988804  x   0.99985107  =   0.99973913
 LJ0425!UTM  14      -   0.99988804  x   0.99973468  =   0.99962275
 LJ0425
 LJ0425:                Primary Azimuth Mark                     Grid Az
 LJ0425:SPC NE       -  MEDICINE AZ MK                           088 58 52.3
 LJ0425:UTM  14      -  MEDICINE AZ MK                           089 37 32.2
 LJ0425
 LJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9540170241(NAD 83)
 LJ0425
 LJ0425|---------------------------------------------------------------------|
 LJ0425| PID    Reference Object                     Distance      Geod. Az  |
 LJ0425|                                                           dddmmss.s |
 LJ0425| CO1773 MEDICINE AZ MK                                     0884938.4 |
 LJ0425| CO1774 MEDICINE RM 1                        21.385 METERS 09658     |
 LJ0425| CO1775 MEDICINE RM 2                        17.807 METERS 18514     |
 LJ0425|---------------------------------------------------------------------|
 LJ0425
 LJ0425                          SUPERSEDED SURVEY CONTROL
 LJ0425
 LJ0425  NAD 83(1986)-  40 22 34.32483(N)    100 13 55.79207(W) AD(       ) 3
 LJ0425  NAD 27      -  40 22 34.29618(N)    100 13 54.29156(W) AD(       ) 3
 LJ0425  NGVD 29             737.56   (m)         2419.8    (f) LEVELING    3  
 LJ0425
 LJ0425.Superseded values are not recommended for survey control.
 LJ0425
 LJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0425.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0425
 LJ0425_MARKER: DB = BENCH MARK DISK
 LJ0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0425_MARK LOGO: BOR
 LJ0425_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0425
 LJ0425  HISTORY     - Date     Condition        Report By
 LJ0425  HISTORY     - UNK      MONUMENTED       BOR
 LJ0425  HISTORY     - 1951     GOOD             CGS
 LJ0425
 LJ0425                          STATION DESCRIPTION
 LJ0425
 LJ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0425'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF BARTLEY
 LJ0425'AND 7 MILES NORTH-NORTHWEST OF CAMBRIDGE.  IT IS JUST WEST OF
 LJ0425'THE WEST END OF THE MEDICINE CREEK DAM, 150 FEET WEST-SOUTHWEST
 LJ0425'OF THE CENTER OF A ROAD CURVE, 9 FEET SOUTH OF A WHITE POST,
 LJ0425'9 FEET NORTH OF A WHITE POST AND 5 FEET EAST OF A NORTH-SOUTH
 LJ0425'FENCE LINE.
 LJ0425'
 LJ0425'A U.S. BUREAU OF RECLAMATION MARK WAS USED FOR THE STATION.
 LJ0425'IT IS A BUREAU OF RECLAMATION BENCH MARK RIVETED ON THE TOP
 LJ0425'OF A 2 INCH IRON PIPE AND IS SET IN AN 8 INCH SQUARE CONCRETE
 LJ0425'POST.  THE MARK HAS NO STAMPING ON IT AND PROJECTS 4 INCHES.
 LJ0425'
 LJ0425'REFERENCE MARK NO. 1 IS 100 FEET SOUTHWEST OF THE CENTER
 LJ0425'OF AN EAST-WEST GRAVELED ROAD AND JUST WEST OF A POWER LINE
 LJ0425'POLE.  IT IS STAMPED MEDICINE USBR NO 1 1951 AND PROJECTS
 LJ0425'4 INCHES.
 LJ0425'
 LJ0425'REFERENCE MARK NO. 2 IS JUST EAST OF A NORTH-SOUTH FENCE
 LJ0425'LINE.  IT IS STAMPED MEDICINE USBR NO 2 1951 AND PROJECTS
 LJ0425'3 INCHES.
 LJ0425'
 LJ0425'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0425'NO. 2 IS 89.9 FEET.
 LJ0425'
 LJ0425'THE AZIMUTH MARK IS LOCATED 100 FEET SOUTHWEST OF THE CENTER
 LJ0425'OF THE DRIVEWAY TO THE CARETAKERS HOUSE AND 1 FOOT NORTH OF A
 LJ0425'POWER LINE POLE.  IT IS STAMPED MEDICINE USBR 1951 AND PROJECTS
 LJ0425'5 INCHES.
 LJ0425'
 LJ0425'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE, GO
 LJ0425'WEST TO THE FIRST CROSS-STREET.  TURN LEFT AND GO SOUTH
 LJ0425'FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34, TURN RIGHT AND
 LJ0425'GO WESTERLY ON U.S. HIGHWAYS 6 AND 34 FOR 2.55 MILES TO A
 LJ0425'T ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED
 LJ0425'ROAD FOR 7.7 MILES TO A T ROAD LEFT, TURN LEFT AND GO WESTERLY
 LJ0425'FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 LJ0425'WESTERLY ACROSS THE DAM FOR 1.0 MILE TO A DRIVEWAY ON THE
 LJ0425'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST FOR
 LJ0425'0.35 MILE TO THE POINT WHERE THE ROAD CURVES TO THE NORTH
 LJ0425'AND THE STATION IS ON THE LEFT AS DESCRIBED.
 LJ0425'
 LJ0425'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0460 ***********************************************************************
 NO0460  DESIGNATION -  MEDICINE
 NO0460  PID         -  NO0460
 NO0460  STATE/COUNTY-  NE/CHERRY
 NO0460  COUNTRY     -  US
 NO0460  USGS QUAD   -  HEATH VALLEY (2017)
 NO0460
 NO0460                         *CURRENT SURVEY CONTROL
 NO0460  ______________________________________________________________________
 NO0460* NAD 83(1995) POSITION- 42 44 01.31989(N) 101 20 58.96588(W)   ADJUSTED
 NO0460* NAVD 88 ORTHO HEIGHT -  1015.    (meters)     3330.    (feet) SCALED
 NO0460  ______________________________________________________________________
 NO0460  GEOID HEIGHT    -        -19.868 (meters)                     GEOID18
 NO0460  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 NO0460  HORZ ORDER      -  SECOND
 NO0460
 NO0460.The horizontal coordinates were established by classical geodetic methods
 NO0460.and adjusted by the National Geodetic Survey in August 1997.
 NO0460
 NO0460.The orthometric height was scaled from a topographic map.
 NO0460
 NO0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0460.GEOID18 height accuracy estimate available here.
 NO0460
 NO0460.Click photographs - Photos may exist for this station.
 NO0460
 NO0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0460
 NO0460. The following values were computed from the NAD 83(1995) position.
 NO0460
 NO0460;                    North         East     Units Scale Factor Converg.
 NO0460;SPC NE       -   322,902.273   389,485.804   MT  0.99988880   -0 53 40.0
 NO0460;SPC NE       - 1,059,388.54  1,277,838.01   sFT  0.99988880   -0 53 40.0
 NO0460;UTM  14      - 4,733,920.588   307,649.417   MT  1.00005521   -1 35 41.9
 NO0460
 NO0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0460!SPC NE       -   0.99984390  x   0.99988880  =   0.99973272
 NO0460!UTM  14      -   0.99984390  x   1.00005521  =   0.99989910
 NO0460
 NO0460:                Primary Azimuth Mark                     Grid Az
 NO0460:SPC NE       -  TT 41 ANK                                060 30 06.7
 NO0460:UTM  14      -  TT 41 ANK                                061 12 08.6
 NO0460
 NO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN0764933920(NAD 83)
 NO0460
 NO0460|---------------------------------------------------------------------|
 NO0460| PID    Reference Object                     Distance      Geod. Az  |
 NO0460|                                                           dddmmss.s |
 NO0460| CQ4278 TT 41 ANK                                          0593626.7 |
 NO0460| CP9953 MEDICINE RM 1                        33.137 METERS 12957     |
 NO0460| CP9954 MEDICINE RM 2                        17.890 METERS 32010     |
 NO0460|---------------------------------------------------------------------|
 NO0460
 NO0460                          SUPERSEDED SURVEY CONTROL
 NO0460
 NO0460  NAD 83(1986)-  42 44 01.31607(N)    101 20 58.97341(W) AD(       ) 2
 NO0460  NAD 27      -  42 44 01.31600(N)    101 20 57.43400(W) AD(       ) 2
 NO0460
 NO0460.Superseded values are not recommended for survey control.
 NO0460
 NO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0460.See file dsdata.pdf to determine how the superseded data were derived.
 NO0460
 NO0460_MARKER: DD = SURVEY DISK
 NO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0460_STAMPING: MEDICINE 1948
 NO0460_MARK LOGO: USGS
 NO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0460+STABILITY: SURFACE MOTION
 NO0460
 NO0460  HISTORY     - Date     Condition        Report By
 NO0460  HISTORY     - 1948     MONUMENTED       USGS
 NO0460
 NO0460                          STATION DESCRIPTION
 NO0460
 NO0460'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0460'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SAND RIDGE,
 NO0460'(THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY) ABOUT 16 MILES
 NO0460'SOUTH-SOUTHWEST OF CODY, AND 4 FEET NORTHWEST OF A WITNESS POST.
 NO0460'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED MEDICNE
 NO0460'1948, THAT IS SET FLUSH IN A 10-INCH SQUARE BLOCK OF CONCRETE
 NO0460'WHICH PROJECTS 4 INCHES.
 NO0460'
 NO0460'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT
 NO0460'PROJECTS 2 INCHES AND IS STAMPED MEDICINE NO 1 1949.
 NO0460'
 NO0460'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT
 NO0460'PROJECTS 2 INCHES AND IS STAMPED MEDICINE NO 2 1949.
 NO0460'
 NO0460'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK THAT
 NO0460'IS LOCATED 71 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1
 NO0460'FOOT WEST OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 NO0460'TT41 ANK 1947, THAT IS SET FLUSH IN THE TOP OF A 4-INCH SQUARE
 NO0460'CONCRETE POST WHICH PROJECTS 5 INCHES.
 NO0460'
 NO0460'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY
 NO0460'20 JUST SOUTH OF THE BUSINESS DISTRICT IN CODY, GO WEST ON
 NO0460'U.S. HIGHWAY 20 FOR 0.8 MILE TO A T-ROAD LEFT, TURN LEFT AND
 NO0460'FOLLOW MAIN ROAD SOUTHERLY FOR 2.0 MILES TO A FORK, TAKE RIGHT
 NO0460'FORK AND FOLLOW MAIN ROAD FOR 6.5 MILES TO BRIDGE OVER THE
 NO0460'NIOBRARA RIVER, CONTINUE SOUTHERLY FOR 0.45 MILE TO FORKS,
 NO0460'TAKE LEFT FORK FOR ABOUT 50 FEET THEN TAKE RIGHT FORK AND
 NO0460'FOLLOW MAIN ROAD FOR 1.1 MILES TO A T-ROAD INTERSECTION AT
 NO0460'A WHITE HOUSE, TURN RIGHT AND GO WEST FOR 0.6 MILE TO A
 NO0460'CATTLE GUARD, CROSS GUARD, TURN LEFT AND FOLLOW MAIN ROAD
 NO0460'SOUTHERLY FOR 2.35 MILES TO A CATTLE GUARD, CONTINUE ON
 NO0460'MAIN TRACK ROAD FOR 2.8 MILES TO A SMALL WOODEN BRIDGE OVER
 NO0460'MEDICINE CREEK, CONTINUE SOUTH FOR 0.05 MILE TO A CATTLE
 NO0460'GUARD, CONTINUE SOUTHERLY FOR 2.2 MILES TO THE AZIMUTH
 NO0460'MARK ON THE LEFT AS DESCRIBED, CONTINUE ON THE MAIN ROAD
 NO0460'FOR 0.35 MILE TO A CATTLE GUARD, CONTINUE SOUTH FOR 0.05
 NO0460'MILE.  THENCE TURN RIGHT, LEAVING THE MAIN TRACK ROAD, AND GO
 NO0460'WEST FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE GATE IN
 NO0460'THE NORTH-SOUTH FENCE LINE AND GO WEST-NORTHWEST FOR 0.55
 NO0460'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0460'
 NO0460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0702 ***********************************************************************
 NN0702  DESIGNATION -  MEEK
 NN0702  PID         -  NN0702
 NN0702  STATE/COUNTY-  NE/HOLT
 NN0702  COUNTRY     -  US
 NN0702  USGS QUAD   -  MEEK (2017)
 NN0702
 NN0702                         *CURRENT SURVEY CONTROL
 NN0702  ______________________________________________________________________
 NN0702* NAD 83(1995) POSITION- 42 40 04.79572(N) 098 40 20.30830(W)   ADJUSTED
 NN0702* NAVD 88 ORTHO HEIGHT -   605.    (meters)     1985.    (feet) SCALED
 NN0702  ______________________________________________________________________
 NN0702  GEOID HEIGHT    -        -25.043 (meters)                     GEOID18
 NN0702  LAPLACE CORR    -         -4.91  (seconds)                    DEFLEC18
 NN0702  HORZ ORDER      -  FIRST
 NN0702
 NN0702.The horizontal coordinates were established by classical geodetic methods
 NN0702.and adjusted by the National Geodetic Survey in August 1997.
 NN0702
 NN0702.The orthometric height was scaled from a topographic map.
 NN0702
 NN0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0702.GEOID18 height accuracy estimate available here.
 NN0702
 NN0702.Click photographs - Photos may exist for this station.
 NN0702
 NN0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0702
 NN0702. The following values were computed from the NAD 83(1995) position.
 NN0702
 NN0702;                    North         East     Units Scale Factor Converg.
 NN0702;SPC NE       -   315,577.577   608,823.358   MT  0.99986474   +0 52 47.5
 NN0702;SPC NE       - 1,035,357.43  1,997,447.97   sFT  0.99986474   +0 52 47.5
 NN0702;UTM  14      - 4,723,999.747   526,853.013   MT  0.99960887   +0 13 19.5
 NN0702
 NN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0702!SPC NE       -   0.99990902  x   0.99986474  =   0.99977377
 NN0702!UTM  14      -   0.99990902  x   0.99960887  =   0.99951792
 NN0702
 NN0702:                Primary Azimuth Mark                     Grid Az
 NN0702:SPC NE       -  MEEK AZ MK                               331 49 49.9
 NN0702:UTM  14      -  MEEK AZ MK                               332 29 17.9
 NN0702
 NN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2685323999(NAD 83)
 NN0702
 NN0702|---------------------------------------------------------------------|
 NN0702| PID    Reference Object                     Distance      Geod. Az  |
 NN0702|                                                           dddmmss.s |
 NN0702| CO3232 MEEK RM 1                            15.153 METERS 15029     |
 NN0702| NN0669 O NEILL MUNICIPAL TANK              APPROX.22.9 KM 1745450.3 |
 NN0702| CO3233 MEEK RM 2                            25.117 METERS 23905     |
 NN0702| CO3231 MEEK AZ MK                                         3324237.4 |
 NN0702|---------------------------------------------------------------------|
 NN0702
 NN0702                          SUPERSEDED SURVEY CONTROL
 NN0702
 NN0702  NAD 83(1986)-  42 40 04.80336(N)    098 40 20.31421(W) AD(       ) 1
 NN0702  NAD 27      -  42 40 04.79900(N)    098 40 19.00100(W) AD(       ) 1
 NN0702
 NN0702.Superseded values are not recommended for survey control.
 NN0702
 NN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0702.See file dsdata.pdf to determine how the superseded data were derived.
 NN0702
 NN0702_MARKER: DS = TRIANGULATION STATION DISK
 NN0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0702
 NN0702  HISTORY     - Date     Condition        Report By
 NN0702  HISTORY     - 1940     MONUMENTED       CGS
 NN0702  HISTORY     - 1949     GOOD             CGS
 NN0702  HISTORY     - 1961     GOOD             CGS
 NN0702
 NN0702                          STATION DESCRIPTION
 NN0702
 NN0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0702'STATION IS LOCATED ON SECTION-LINE RIGHT-OF-WAY, 2 MILES SOUTH
 NN0702'AND 1-1/2 MILES WEST OF THE SETTLEMENT OF MEEK, AT THE CENTER OF
 NN0702'THE SOUTH SIDE OF THE SOUTHWEST QUARTER SEC. 12, T. 31 N., R.
 NN0702'12 W., 1-1/2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 0.25
 NN0702'MILE EAST OF CROSSROADS.  MARK PROJECTS 6 INCHES AND DISK IS
 NN0702'STAMPED MEEK, 1940.
 NN0702'
 NN0702'TO REACH STATION FROM SPENCER, GO SOUTH AND EAST ON STATE
 NN0702'HIGHWAY 12 AND U.S. HIGHWAY 281 FOR 2.4 MILES TO THEIR JUNCTION.
 NN0702'CONTINUE SOUTH ON U.S. 281 FOR 3.4 MILES TO BRIDGE OVER
 NN0702'NIOBRARA RIVER, CONTINUE SOUTH ON U.S. 281 FOR 8.8 MILES TO
 NN0702'CROSSROADS, AND SMALL SHACK AND WINDMILL IN NORTHWEST CORNER.
 NN0702'TURN RIGHT (WEST) AND GO 1.0 MILE TO CROSSROADS.  TURN LEFT
 NN0702'(SOUTH) AND GO 0.5 MILE TO AZIMUTH ON LEFT BY FENCE CORNER.
 NN0702'CONTINUE 0.5 MILE SOUTH TO CROSSROADS, TURN LEFT (EAST) ON
 NN0702'UNGRADED SECTION-LINE ROAD AND GO 0.25 MILE TO STATION ON
 NN0702'LEFT.
 NN0702'
 NN0702'REFERENCE MARK NO. 1 IS SOUTHEAST BY SOUTH OF STATION, ON
 NN0702'THE SOUTH SIDE OF ROAD, 18 FEET SOUTH OF CENTERLINE, 1 FOOT
 NN0702'NORTH OF SOUTH RIGHT-OF-WAY FENCE.  MARK PROJECTS 5 INCHES AND
 NN0702'DISK IS STAMPED MEEK, 1940 R.M. 1.
 NN0702'
 NN0702'REFERENCE MARK NO. 2 IS SOUTHWEST BY WEST OF STATION ON THE
 NN0702'SOUTH SIDE OF ROAD, 21 FEET SOUTH OF CENTERLINE, 1 FOOT NORTH
 NN0702'OF SOUTH RIGHT-OF-WAY FENCE AND 11 FEET WEST OF A TELEPHONE
 NN0702'POLE.  MARK PROJECTS 5 INCHES AND DISK IS STAMPED MEEK, 1940
 NN0702'R.M. 2.
 NN0702'
 NN0702'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, 9 FEET EAST OF A
 NN0702'FENCE CORNER, 1 FOOT NORTH OF HALF-SECTION-LINE FENCE AND 44
 NN0702'FEET EAST OF CENTERLINE OF SECTION-LINE ROAD.  MARK PROJECTS 6
 NN0702'INCHES, AND DISK IS STAMPED MEEK, 1940.
 NN0702'
 NN0702'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0702'DESCRIBED.
 NN0702'
 NN0702'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NN0702
 NN0702                          STATION RECOVERY (1949)
 NN0702
 NN0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0702'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 NN0702'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0702'
 NN0702'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0702'
 NN0702'THE STATION IS LOCATED ABOUT 15.0 MILES NORTH OF O NEILL AND
 NN0702'3.0 MILES SOUTHWEST OF MEEK ON THE RIGHT-OF-WAY OF SECTION-LINE
 NN0702'ROAD.  IT IS 25 FEET NORTH OF THE CENTER OF SECTION-LINE ROAD, 10
 NN0702'FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE
 NN0702'LINE.  IT IS STAMPED MEEK 1940 AND PROJECTS 6 INCHES.
 NN0702'
 NN0702'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 18 FEET SOUTH
 NN0702'OF THE CENTER OF SECTION-LINE ROAD AND 1 FOOT NORTH OF EAST-WEST
 NN0702'FENCE LINE.  IT IS STAMPED MEEK NO 1 1940 AND PROJECTS 4 INCHES.
 NN0702'
 NN0702'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 18 FEET SOUTH
 NN0702'OF THE CENTER OF SECTION-LINE ROAD, 9 FEET WEST OF TELEPHONE
 NN0702'POLE AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 NN0702'MEEK R.M. 2 1940 AND PROJECTS 4 INCHES.
 NN0702'
 NN0702'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 45 FEET
 NN0702'EAST OF THE CENTER OF SECTION-LINE ROAD, 8 FEET EAST OF T-FENCE
 NN0702'CORNER, 6 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST
 NN0702'FENCE LINE.  IT IS STAMPED MEEK 1940 AND PROJECTS 4 INCHES.
 NN0702'
 NN0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275 AND
 NN0702'281 AT THE TRAFFIC LIGHT IN THE CENTER OF O NEILL, GO WEST
 NN0702'AND NORTH ON U.S. HIGHWAYS 20 AND 281 FOR 2.0 MILES TO JUNCTION
 NN0702'OF THESE HIGHWAYS, CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 14.55
 NN0702'MILES TO T-ROAD LEFT AT WINDMILL AND PUMPHOUSE, TURN LEFT AND GO
 NN0702'WEST FOR 1.0 MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR
 NN0702'0.5 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 NN0702'SOUTH FOR 0.5 MILE TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.25
 NN0702'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NN0702'
 NN0702'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 NN0702'
 NN0702'A 74 FOOT SIGNAL AT STATION PRAIRIE 2 1940 IS VISIBLE AT 10
 NN0702'FEET.
 NN0702'
 NN0702'A 4 FOOT SIGNAL AT STATION BLACK IS VISIBLE AT 4 FEET.
 NN0702'
 NN0702'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 4 FEET.
 NN0702'
 NN0702'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 10 FEET.
 NN0702'
 NN0702'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0702'
 NN0702'A 4 FOOT SIGNAL AT STATION PADDOCK IS VISIBLE AT 4 FEET.
 NN0702
 NN0702                          STATION RECOVERY (1961)
 NN0702
 NN0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 NN0702'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NN0702'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1026 ***********************************************************************
 LH1026  DESIGNATION -  MEENTS
 LH1026  PID         -  LH1026
 LH1026  STATE/COUNTY-  NE/FURNAS
 LH1026  COUNTRY     -  US
 LH1026  USGS QUAD   -  BEAVER CITY SE (2017)
 LH1026
 LH1026                         *CURRENT SURVEY CONTROL
 LH1026  ______________________________________________________________________
 LH1026* NAD 83(1995) POSITION- 40 05 18.69116(N) 099 49 52.38781(W)   ADJUSTED
 LH1026* NAVD 88 ORTHO HEIGHT -   710.    (meters)     2329.    (feet) SCALED
 LH1026  ______________________________________________________________________
 LH1026  GEOID HEIGHT    -        -24.668 (meters)                     GEOID18
 LH1026  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 LH1026  HORZ ORDER      -  FIRST
 LH1026
 LH1026.The horizontal coordinates were established by classical geodetic methods
 LH1026.and adjusted by the National Geodetic Survey in August 1997.
 LH1026
 LH1026.The orthometric height was scaled from a topographic map.
 LH1026
 LH1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1026.GEOID18 height accuracy estimate available here.
 LH1026
 LH1026.Click photographs - Photos may exist for this station.
 LH1026
 LH1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1026
 LH1026. The following values were computed from the NAD 83(1995) position.
 LH1026
 LH1026;                    North         East     Units Scale Factor Converg.
 LH1026;SPC NE       -    28,349.536   514,393.677   MT  0.99996117   +0 06 42.7
 LH1026;SPC NE       -    93,010.10  1,687,639.92   sFT  0.99996117   +0 06 42.7
 LH1026;UTM  14      - 4,437,913.759   429,138.690   MT  0.99966181   -0 32 07.1
 LH1026
 LH1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1026!SPC NE       -   0.99989246  x   0.99996117  =   0.99985363
 LH1026!UTM  14      -   0.99989246  x   0.99966181  =   0.99955430
 LH1026
 LH1026:                Primary Azimuth Mark                     Grid Az
 LH1026:SPC NE       -  MEENTS AZ MK                             007 43 44.4
 LH1026:UTM  14      -  MEENTS AZ MK                             008 22 34.2
 LH1026
 LH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2913837913(NAD 83)
 LH1026
 LH1026|---------------------------------------------------------------------|
 LH1026| PID    Reference Object                     Distance      Geod. Az  |
 LH1026|                                                           dddmmss.s |
 LH1026| CO1776 MEENTS AZ MK                                       0075027.1 |
 LH1026| CO1777 MEENTS RM 1                          33.251 METERS 20008     |
 LH1026| CO1778 MEENTS RM 2                          27.352 METERS 27012     |
 LH1026|---------------------------------------------------------------------|
 LH1026
 LH1026                          SUPERSEDED SURVEY CONTROL
 LH1026
 LH1026  NAD 83(1986)-  40 05 18.69592(N)    099 49 52.39081(W) AD(       ) 1
 LH1026  NAD 27      -  40 05 18.66900(N)    099 49 50.95900(W) AD(       ) 1
 LH1026
 LH1026.Superseded values are not recommended for survey control.
 LH1026
 LH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1026.See file dsdata.pdf to determine how the superseded data were derived.
 LH1026
 LH1026_MARKER: DS = TRIANGULATION STATION DISK
 LH1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1026_STAMPING: MEENTS 1935
 LH1026_MARK LOGO: CGS
 LH1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1026+STABILITY: SURFACE MOTION
 LH1026
 LH1026  HISTORY     - Date     Condition        Report By
 LH1026  HISTORY     - 1935     MONUMENTED       CGS
 LH1026  HISTORY     - 1950     GOOD             CGS
 LH1026
 LH1026                          STATION DESCRIPTION
 LH1026
 LH1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1026'THIS STATION IS 3-1/2 MILES SOUTH AND 1/4 MILE WEST OF BEAVER CITY
 LH1026'ON THE PART OF THE DIVIDE BETWEEN SAPPA AND BEAVER CREEKS, IN THE
 LH1026'FRONT YARD OF THE TALL HOUSE OF ONNO MEENTS.  THIS HOUSE IS
 LH1026'UNPAINTED, HAS FOUR HIGH GABLES, TWO CHIMNEYS, AND IS ON THE
 LH1026'SOUTH SIDE OF THE GRADED ROAD.  THE STATION IS IN THE NORTHWEST
 LH1026'QUARTER OF SEC. 5, T. 1 N., R. 22 W.  THE MARK IS 93 FEET
 LH1026'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 32 FEET
 LH1026'SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 46 FEET
 LH1026'EAST-NORTHEAST OF NORTHEAST CORNER OF GARDEN FENCE, AND PROJECTS
 LH1026'4 INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 1, NOTE 11A, IS SOUTH-SOUTHWEST OF THE
 LH1026'STATION, 54.5 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 LH1026'HOUSE, 1.5 FEET EAST OF GARDEN FENCE (EAST FENCE), AND PROJECTS
 LH1026'5 INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 23
 LH1026'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD, 26 FEET NORTH OF
 LH1026'NORTH GARDEN FENCE, 3 FEET EAST OF TELEPHONE POLE, AND PROJECTS
 LH1026'5 INCHES.
 LH1026'
 LH1026'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION,
 LH1026'OR 0.2 MILE EAST AND 1.5 MILE NORTH BY ROAD.  IT IS 28 FEET
 LH1026'EAST OF THE CENTERLINE OF NORTH-SOUTH GRADED HIGHWAY TO BEAVER
 LH1026'CITY, 17 FEET NORTH OF TELEPHONE POLE, AND 2 FEET NORTHWEST OF
 LH1026'FENCE T-INTERSECTION.  IT PROJECTS 7 INCHES.
 LH1026'
 LH1026'A 15-FOOT STAND WILL CLEAR ALL LINES.
 LH1026'
 LH1026'ALL LIGHTS WERE VISIBLE FROM THE GROUND.
 LH1026
 LH1026                          STATION RECOVERY (1950)
 LH1026
 LH1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1026'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1026'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1026'DISTANCE AND DIRECTION OF REFERENCE MARK NO. 2 WERE FOUND TO BE IN
 LH1026'ERROR, A THOROUGH CHECK WAS MADE AND THE 1950 MEASUREMENTS ARE
 LH1026'PRESUMED TO BE CORRECT.
 LH1026'
 LH1026'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF BEAVER CITY,
 LH1026'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD
 LH1026'AND IN AN ABANDON FARM YARD.  IT IS 100 FEET WEST OF THE CENTER OF
 LH1026'A FARM YARD ENTRANCE, 93 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LH1026'CORNER OF THE FOUNDATION OF AN OLD HOUSE AND 35 FEET SOUTH OF
 LH1026'THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED MEENTS 1935 AND
 LH1026'PROJECTS 6 INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 1 IS 77 FEET NORTHEAST OF A WINDMILL AND
 LH1026'55 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION
 LH1026'OF AN OLD HOUSE.  IT IS STAMPED MEENTS NO 1 1935 AND PROJECTS 5
 LH1026'INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF AN
 LH1026'EAST-WEST ROAD.  IT IS STAMPED MEENTS NO 2 1935 AND PROJECTS
 LH1026'6 INCHES.
 LH1026'
 LH1026'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1026'ROAD, 17 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTHWEST OF
 LH1026'A FENCE CORNER AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS A
 LH1026'STANDARD REFERENCE MARK DISK, STAMPED MEENTS AZIMUTH 1935 AND
 LH1026'PROJECTS 8 INCHES.
 LH1026'
 LH1026'TO REACH THE STATION FROM THE POST OFFICE IN BEAVER CITY, GO
 LH1026'WEST FOR 0.05 MILE TO A STREET INTERSECTION, TURN LEFT AND GO
 LH1026'SOUTH FOR 0.3 MILE TO A T ROAD.  TURN LEFT AND GO EAST FOR 0.05
 LH1026'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.45 MILES
 LH1026'TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 LH1026'CONTINUE SOUTH FOR 1.6 MILES TO A CROSSROAD, TURN RIGHT AND
 LH1026'GO WEST FOR 0.25 MILE TO AN ABANDON FARM YARD AND THE STATION
 LH1026'ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1249 ***********************************************************************
 LH1249  DESIGNATION -  MEISNERS HOUSE CUPOLA
 LH1249  PID         -  LH1249
 LH1249  STATE/COUNTY-  NE/BUFFALO
 LH1249  COUNTRY     -  US
 LH1249  USGS QUAD   -  SHELTON (2017)
 LH1249
 LH1249                         *CURRENT SURVEY CONTROL
 LH1249  ______________________________________________________________________
 LH1249* NAD 83(1995) POSITION- 40 47 50.09818(N) 098 44 24.18137(W)   ADJUSTED
 LH1249  ______________________________________________________________________
 LH1249  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 LH1249  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LH1249  HORZ ORDER      -  THIRD
 LH1249
 LH1249.The horizontal coordinates were established by classical geodetic methods
 LH1249.and adjusted by the National Geodetic Survey in August 1997.
 LH1249
 LH1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1249.GEOID18 height accuracy estimate available here.
 LH1249
 LH1249.Click photographs - Photos may exist for this station.
 LH1249
 LH1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1249
 LH1249. The following values were computed from the NAD 83(1995) position.
 LH1249
 LH1249;                    North         East     Units Scale Factor Converg.
 LH1249;SPC NE       -   107,796.047   606,298.272   MT  0.99973449   +0 50 05.9
 LH1249;SPC NE       -   353,660.86  1,989,163.58   sFT  0.99973449   +0 50 05.9
 LH1249;UTM  14      - 4,516,282.733   521,929.028   MT  0.99960592   +0 10 11.5
 LH1249
 LH1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2192916282(NAD 83)
 LH1249
 LH1249                          SUPERSEDED SURVEY CONTROL
 LH1249
 LH1249  NAD 83(1986)-  40 47 50.10603(N)    098 44 24.18201(W) AD(       ) 3
 LH1249  NAD 27      -  40 47 50.05400(N)    098 44 22.91100(W) AD(       ) 3
 LH1249  USSD        -  40 47 50.11000(N)    098 44 22.93800(W) AD(       ) 3
 LH1249
 LH1249.Superseded values are not recommended for survey control.
 LH1249
 LH1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1249.See file dsdata.pdf to determine how the superseded data were derived.
 LH1249
 LH1249_MARKER: 86 = CUPOLA
 LH1249
 LH1249  HISTORY     - Date     Condition        Report By
 LH1249  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1249
 LH1249                          STATION DESCRIPTION
 LH1249
 LH1249'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0831 ***********************************************************************
 LG0831  DESIGNATION -  MERIDIAN
 LG0831  PID         -  LG0831
 LG0831  STATE/COUNTY-  NE/THAYER
 LG0831  COUNTRY     -  US
 LG0831  USGS QUAD   -  REYNOLDS (2017)
 LG0831
 LG0831                         *CURRENT SURVEY CONTROL
 LG0831  ______________________________________________________________________
 LG0831* NAD 83(1995) POSITION- 40 00 07.37405(N) 097 22 09.55420(W)   ADJUSTED
 LG0831* NAVD 88 ORTHO HEIGHT -   481.58  (+/-2cm)     1580.0   (feet) VERTCON
 LG0831  ______________________________________________________________________
 LG0831  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 LG0831  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LG0831  HORZ ORDER      -  FIRST
 LG0831  VERT ORDER      -  THIRD ? (See Below)
 LG0831
 LG0831.The horizontal coordinates were established by classical geodetic methods
 LG0831.and adjusted by the National Geodetic Survey in August 1997.
 LG0831
 LG0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0831
 LG0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0831.GEOID18 height accuracy estimate available here.
 LG0831
 LG0831.The vertical order pertains to the NGVD 29 superseded value.
 LG0831
 LG0831.Click photographs - Photos may exist for this station.
 LG0831
 LG0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0831
 LG0831. The following values were computed from the NAD 83(1995) position.
 LG0831
 LG0831;                    North         East     Units Scale Factor Converg.
 LG0831;SPC NE       -    22,150.924   724,602.279   MT  0.99999908   +1 44 36.0
 LG0831;SPC NE       -    72,673.49  2,377,299.31   sFT  0.99999908   +1 44 36.0
 LG0831;UTM  14      - 4,429,258.024   639,193.447   MT  0.99983852   +1 02 54.2
 LG0831
 LG0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0831!SPC NE       -   0.99992867  x   0.99999908  =   0.99992775
 LG0831!UTM  14      -   0.99992867  x   0.99983852  =   0.99976720
 LG0831
 LG0831:                Primary Azimuth Mark                     Grid Az
 LG0831:SPC NE       -  MERIDIAN AZ MK                           114 49 32.4
 LG0831:UTM  14      -  MERIDIAN AZ MK                           115 31 14.2
 LG0831
 LG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3919329258(NAD 83)
 LG0831
 LG0831|---------------------------------------------------------------------|
 LG0831| PID    Reference Object                     Distance      Geod. Az  |
 LG0831|                                                           dddmmss.s |
 LG0831| LG1476 MERIDIAN RM 3                        23.718 METERS 04709     |
 LG0831| CO1786 MERIDIAN RM 1                        23.818 METERS 04723     |
 LG0831| KF1218 MERIDIAN AZ MK                                     1163408.4 |
 LG0831| LG0832 T1N R1W SEC 36 SE COR STONE KS NE    13.315 METERS 12916     |
 LG0831| KF0828 MAHASKA HIGH SCHOOL SPIRE           APPROX. 2.1 KM 1311048.1 |
 LG0831| KF0826 MAHASKA MUNICIPAL STANDPIPE         APPROX. 2.3 KM 1412016.4 |
 LG0831| KF1216 MERIDIAN AZ MK 2                    APPROX. 0.5 KM 1781324.5 |
 LG0831| KF0835 NARKA MUNICIPAL STANDPIPE           APPROX. 6.8 KM 2263006.7 |
 LG0831| LG1475 MERIDIAN RM 2                        27.574 METERS 23512     |
 LG0831| KF0918 MUNDEN MUNICIPAL TANK               APPROX.17.5 KM 2360544.3 |
 LG0831| LG0866 CHESTER MUNICIPAL TANK              APPROX.21.4 KM 2724520.5 |
 LG0831| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX.21.5 KM 2730915.7 |
 LG0831| LG0833 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.13.6 KM 3313634.5 |
 LG0831| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX.16.2 KM 3453059.2 |
 LG0831|---------------------------------------------------------------------|
 LG0831
 LG0831                          SUPERSEDED SURVEY CONTROL
 LG0831
 LG0831  NAD 83(1986)-  40 00 07.37922(N)    097 22 09.55403(W) AD(       ) 1
 LG0831  NAD 27      -  40 00 07.36000(N)    097 22 08.40700(W) AD(       ) 1
 LG0831  NGVD 29             481.42   (m)         1579.5    (f) LEVELING    3  
 LG0831
 LG0831.Superseded values are not recommended for survey control.
 LG0831
 LG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0831.See file dsdata.pdf to determine how the superseded data were derived.
 LG0831
 LG0831_MARKER: DS = TRIANGULATION STATION DISK
 LG0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0831_STAMPING: MERIDIAN 1935
 LG0831_MARK LOGO: CGS
 LG0831_PROJECTION: PROJECTING 20 CENTIMETERS
 LG0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0831+STABILITY: SURFACE MOTION
 LG0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0831+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2018
 LG0831
 LG0831  HISTORY     - Date     Condition        Report By
 LG0831  HISTORY     - 1935     MONUMENTED       CGS
 LG0831  HISTORY     - 1935     GOOD             CGS
 LG0831  HISTORY     - 1947     GOOD             CGS
 LG0831  HISTORY     - 1950     GOOD             CGS
 LG0831  HISTORY     - 1970     GOOD             NGS
 LG0831  HISTORY     - 1976     GOOD             NGS
 LG0831  HISTORY     - 19860521 GOOD             NGS
 LG0831  HISTORY     - 20050624 GOOD             INDIV
 LG0831  HISTORY     - 20060614 GOOD             GEOCAC
 LG0831  HISTORY     - 20170607 GOOD             INDIV
 LG0831  HISTORY     - 20180113 GOOD             NE-109
 LG0831
 LG0831                          STATION DESCRIPTION
 LG0831
 LG0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0831'STATION IS LOCATED IN SE 1/4 SE 1/4 SEC. 36, T. 1 N., R. 1 W., 1
 LG0831'MILE WEST AND 1 MILE NORTH OF MAHASKA, KANS.  MARK IS IN THE
 LG0831'NORTHWEST CORNER OF A T-JUNCTION OF A THROUGH NORTH-SOUTH ROAD AND
 LG0831'AN EAST-WEST ROAD.  THE STATION IS AT A CORNER COMMON TO THAYER
 LG0831'AND JEFFERSON COUNTIES, NEBR., AND REPUBLIC AND WASHINGTON
 LG0831'COUNTIES, KANS. CORNER IS ALSO ON THE 6TH PRINCIPAL MERIDIAN FOR
 LG0831'TOWNSHIPS AND RANGES.  MARK IS 27 FEET NORTH OF CENTERLINE OF
 LG0831'ROAD AND 30 FEET WEST OF CENTERLINE OF ROAD.
 LG0831'
 LG0831'FROM MAHASKA STATE BANK IN MAHASKA, GO SOUTH FOR 0.15 MILE TO
 LG0831'GRAVEL ROAD, THENCE RIGHT (WEST) FOR 0.8 MILE TO CROSSROADS,
 LG0831'THENCE RIGHT (NORTH) FOR 1 MILE TO STATION JUST NORTHWEST OF
 LG0831'T-JUNCTION.
 LG0831'
 LG0831'REFERENCE MARK NO. 1 IS 78.18 FEET (23.830 METERS) NORTHEAST OF
 LG0831'STATION, 20 FEET EAST OF CENTERLINE OF ROAD.
 LG0831'
 LG0831'REFERENCE MARK NO. 2 IS 90.49 FEET (27.583 METERS) SOUTHWEST OF
 LG0831'STATION, 20 FEET SOUTH OF CENTERLINE OF ROAD.
 LG0831'
 LG0831'AZIMUTH MARK IS 1.2 MILES EAST-SOUTHEAST OF STATION, 30 FEET SOUTH
 LG0831'OF CENTERLINE OF ROAD, 100.0 FEET NORTH OF NORTHEAST CORNER OF
 LG0831'LARGE RED BARN.  FROM STATION, GO SOUTH FOR 1.0 MILE TO CROSS ROAD,
 LG0831'THENCE LEFT (EAST) FOR 1.0 MILE, THENCE LEFT (NORTH) FOR 0.4
 LG0831'MILE TO MARK ON LEFT (SOUTH).
 LG0831'
 LG0831'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0831
 LG0831                          STATION RECOVERY (1935)
 LG0831
 LG0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0831'RECOVERED IN GOOD CONDITION.
 LG0831
 LG0831                          STATION RECOVERY (1947)
 LG0831
 LG0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0831'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 LG0831'CONDITION.
 LG0831'
 LG0831'A COMPLETE DESCRIPTION FOLLOWS.
 LG0831'
 LG0831'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED
 LG0831'FIELD, 1 MILE NORTHWEST OF THE TOWN OF MAHASKA, KANSAS, 46 FEET
 LG0831'NORTH-NORTHWEST OF THE CENTER OF INTERSECTION OF A T ROAD, 34
 LG0831'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD, AND 13 FEET
 LG0831'NORTHWEST OF A FENCE CORNER.  IT IS AT THE CORNER COMMON TO
 LG0831'THAYER AND JEFFERSON COUNTIES, NEBRASKA AND REPUBLIC AND
 LG0831'WASHINGTON COUNTIES, KANSAS.  CORNER IS ALSO ON THE SIXTH
 LG0831'PRINCIPAL MERIDIAN FOR TOWNSHIPS AND RANGE.  IT PROJECTS 12
 LG0831'INCHES,AND IS STAMPED
 LG0831'MERIDIAN 1935.
 LG0831'
 LG0831'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRADED
 LG0831'ROAD, 17.5 FEET NORTH OF A TELEPHONE POLE AND 0.6 FOOT WEST OF
 LG0831'A FENCE LINE.  IT PROJECTS 10 INCHES, IS DESCRIBED BY
 LG0831'AND IS STAMPED MERIDIAN NO 1 1935.
 LG0831'
 LG0831'REFERENCE MARK NO. 2 IS 22.5 FEET SOUTH OF THE CENTER OF A
 LG0831'GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE LINE.  IT PROJECTS 6
 LG0831'INCHES, AND IS STAMPED MERIDIAN NO 2
 LG0831'1935.
 LG0831'
 LG0831'AZIMUTH MARK IS 1.2 MILES EAST-SOUTHEAST OF THE STATION, 150 FEET
 LG0831'NORTH OF THE NORTHEAST CORNER OF A BARN, 23 FEET WEST OF THE CENTER
 LG0831'OF A GRADED ROAD, AND 1.3 FEET NORTH OF A WITNESS POST.  IT
 LG0831'PROJECTS 7 INCHES, AND IS STAMPED
 LG0831'MERIDIAN 1935.
 LG0831'
 LG0831'TO REACH THE STATION FROM THE STATE BANK IN MAHASKA, KANSAS, GO
 LG0831'SOUTH FOR 0.15 MILE, TURN RIGHT, WEST, AND GO 0.8 MILE TO A
 LG0831'CROSSROAD, TURN RIGHT, NORTH, AND GO 1.0 MILE TO A T ROAD LEFT
 LG0831'AND THE STATION AS DESCRIBED.
 LG0831'
 LG0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 1.0 MILE,
 LG0831'TURN LEFT, EAST, AND GO 1.0 MILE, TURN LEFT, NORTH, AND GO 0.4
 LG0831'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT CHESTER IS VISIBLE AT 37 FEET.
 LG0831'
 LG0831'A 4 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 4 FOOT SIGNAL AT REYNOLDS IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT GLAD 1935 IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT HOFF 1935 IS VISIBLE AT 24 FEET.
 LG0831
 LG0831                          STATION RECOVERY (1950)
 LG0831
 LG0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0831'THE STATION, REFERENCE MARKS NOS 1 AND 2, AND AZIMUTH MARK, RECOVERED
 LG0831'AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE
 LG0831'DESCRIPTION.
 LG0831'
 LG0831'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF MAHASKA, KANSAS
 LG0831'IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY
 LG0831'MR. ROSCOE BEACHER.  IT IS AT THE CORNER COMMON TO THAYER AND
 LG0831'JEFFERSON COUNTIES, NEBRASKA AND REPUBLIC AND WASHINGTON COUNTIES,
 LG0831'KANSAS, 31 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 10 FEET
 LG0831'NORTH OF EASTWEST FENCE LINE, 33 FEET WEST OF THE CENTER OF
 LG0831'NORTH-SOUTH ROAD AND 10 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0831'STAMPED MERIDIAN 1935 AND PROJECTS 8 INCHES.
 LG0831'
 LG0831'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET EAST OF THE
 LG0831'CENTER OF NORTH-SOUTH ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 LG0831'LINE.  IT IS STAMPED MERIDIAN NO 1 1935 AND PROJECTS 4 INCHES.
 LG0831'
 LG0831'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 25 FEET SOUTH OF THE
 LG0831'CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.
 LG0831'IT IS STAMPED MERIDIAN NO 2 1935 AND PROJECTS 3 INCHES.
 LG0831'
 LG0831'THE AZIMUTH MARK IS ABOUT 1.2 MILES EAST-SOUTHEAST OF THE STATION, 25
 LG0831'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 50 FEET NORTH OF FENCE
 LG0831'CORNER, 2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 LG0831'FENCE LINE.  IT IS STAMPED MERIDIAN 1935 AND PROJECTS 4 INCHES.
 LG0831'
 LG0831'TO REACH THE AZIMUTH MARK FROM THE STATE BANK IN MAHASKA, GO EAST FOR
 LG0831'0.2 MILE, TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE AZIMUTH MARK
 LG0831'ON THE WEST SIDE AS DESCRIBED.
 LG0831'
 LG0831'TO REACH THE STATION FROM THE STATE BANK IN MAHASKA, GO SOUTH FOR
 LG0831'0.15 MILE, TURN RIGHT AND GO WEST FOR 0.8 MILE TO CROSSROAD, TURN
 LG0831'RIGHT AND GO NORTH FOR 1.0 MILE TO THE STATION ON THE WEST SIDE IN
 LG0831'SOUTHEAST CORNER OF FIELD AS DESCRIBED.
 LG0831'
 LG0831'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 LG0831
 LG0831                          STATION RECOVERY (1970)
 LG0831
 LG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0831'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0831'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0831'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0831'FOR RECOVERY.
 LG0831'
 LG0831'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 LG0831'
 LG0831'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A ROAD, 5 FEET
 LG0831'NORTHEAST OF A BRACE POST, 2.5 FEET EAST OF A FENCE, AND 1 FOOT
 LG0831'NORTH OF A METAL WITNESS POST.  A SMALL AMOUNT OF CLEARING IS
 LG0831'REQUIRED AT THE AZIMUTH MARK TO BE VISIBLE AT THE STATION SITE.
 LG0831'
 LG0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 LG0831'AND 1 MILE NORTH OF MAHASKA, KANSAS.
 LG0831
 LG0831                          STATION RECOVERY (1976)
 LG0831
 LG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0831'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG0831'RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP OF REFERENCE MARK 1
 LG0831'CONCRETE MONUMENT WAS FOUND BROKEN OFF.  THE LINE OF SIGHT TO THE
 LG0831'AZIMUTH MARK WAS OBSTRUCTED BY TREES THIS DATE.  REFERENCE MARK 3
 LG0831'WAS ESTABLISHED THIS DATE.  THE SIXTH PRINCIPAL MEDIDIAN, FORTIETH
 LG0831'PARALLEL CORNER STONE WAS RECOVERED AND THE NECESSARY
 LG0831'OBSERVATIONS WERE MADE THIS DATE.  THE DISTANCE TO REFERENCE
 LG0831'MARK 2 CHECKED THE 1947 DISTANCE AND THE DIRECTION TO REFERENCE MARK
 LG0831'2 MISSED THE 1947 DIRECTION ABOUT 6 MINUTES.
 LG0831'
 LG0831'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG0831'
 LG0831'THE STATION IS LOCATED 1.0 MILE WEST AND 1.0 MILE NORTH OF MAHASKA,
 LG0831'KANSAS, IN THE SE CORNER OF THE SE QUARTER OF SEC. 36, T 1 N, R 1 W
 LG0831'AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH COUNTY ROAD, NEAR THE
 LG0831'CORNER COMMON TO THAYER AND JEFFERSON COUNTIES, NEBRASKA AND
 LG0831'REPUBLIC AND WASHINGTON COUNTIES, KANSAS AND SIXTH PRINCIPAL
 LG0831'MEDIDIAN AND FORTIETH PARALLEL.
 LG0831'
 LG0831'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MERIDIAN 1935,
 LG0831'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS ABOUT 6
 LG0831'INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE
 LG0831'CENTER OF THE NORTH-SOUTH DIRT ROAD, 27 FEET NORTH OF THE CENTER OF
 LG0831'A DIRT ROAD LEADING WEST AND 1 FOOT EAST OF A METAL WITNESS POST.  A
 LG0831'VEHICLE TIRE SURROUNDS THE MARK THIS DATE WITH THE MARK IN THE
 LG0831'CENTER OF THE TIRE.  THE UNDERGROUND STATION MARK WAS NOT
 LG0831'INSPECTED THIS DATE.
 LG0831'
 LG0831'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MERIDIAN NO 2 1935, SET
 LG0831'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 8 INCHES
 LG0831'ABOVE THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF THE CENTER OF THE
 LG0831'DIRT ROAD LEADING WEST AND 1 FOOT NORTH OF AN EAST-WEST
 LG0831'FENCELINE.
 LG0831'
 LG0831'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MERIDIAN 1935 NO 3 1976,
 LG0831'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 LG0831'THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE CENTER OF THE
 LG0831'NORTH-SOUTH DIRT ROAD AND 0.6 FOOT WEST OF A METAL WITNESS POST IN
 LG0831'A FENCELINE.
 LG0831'
 LG0831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MERIDIAN 1935, SET IN THE
 LG0831'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 LG0831'THE GROUND SURFACE.  IT IS 23 FEET WEST OF THE CENTER OF A GRADED
 LG0831'ROAD, 5 FEET NORTHEAST OF A BRACE FENCE POST, 2.5 FEET EAST OF A
 LG0831'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LG0831'
 LG0831'TO REACH THE STATION FROM MAHASKA, KANSAS, GO WEST ON THE MAIN ROAD
 LG0831'FOR 1.0 MILE TO A GRADED ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 LG0831'ON THE GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT, THE
 LG0831'STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION AT
 LG0831'THE NEBRASKA-KANSAS STATELINE.
 LG0831'
 LG0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRADED
 LG0831'ROAD FOR 1.0 MILE TO AN EAST-WEST ROAD, TURN LEFT AND GO EAST FOR
 LG0831'1.0 MILE TO THE TOWN OF MAHASKA AND A GRAVELED ROAD ON THE LEFT,
 LG0831'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 LG0831'AZIMUTH MARK ON THE LEFT.
 LG0831'
 LG0831'NOTE--THE ORIGINAL DESCRIPTION FOR THE CORNER STONE MENTIONED CAN BE
 LG0831'OBTAINED FROM THE COUNTY SURVEYORS OFFICE FROM THE COUNTIES
 LG0831'MENTIONED IN THIS DESCRIPTION.  THIS DATE A PORTION OF THE RED
 LG0831'SANDSTONE ROCK 6 INCHES WIDE, 16 INCHES LONG, EAST-WEST, ABOUT 18
 LG0831'INCHES IN HEIGHT WITH A LIMESTONE ROCK ON THE NORTH AND SOUTH SIDE
 LG0831'AND ABOUT THE SAME SIZE AS THE RED SANDSTONE ROCK WAS RECOVERED
 LG0831'ABOUT 2 FEET BELOW THE GROUND SURFACE NEAR THE CENTER OF THE
 LG0831'INTERSECTION OF THE ROADS.  A NAIL 1 INCH LONG WAS DRIVEN INTO THE
 LG0831'TOP CENTER OF THE RED SANDSTONE ROCK FOR POINT INTERSECTED THIS
 LG0831'DATE.  FOLLOWING ARE ADDITIONAL MEASUREMENTS, 24.5 FEET WEST
 LG0831'OF THE EAST RIGHT-OF-WAY FENCELINE AND 38 FEET NORTHEAST OF THE NORTH
 LG0831'4X4 POST THAT SUPPORTS A SIGN THE FOUR CORNERS.
 LG0831'
 LG0831'THE DIFFERENCE IN ELEVATION, MERIDIAN 1935 TO THE TOP CENTER POINT OF
 LG0831'THE RED SANDSTONE ROCK IS -1.678 FEET.
 LG0831'
 LG0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE W AND 1 MILE
 LG0831'N OF MAHASKA.
 LG0831
 LG0831                          STATION RECOVERY (1986)
 LG0831
 LG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0831'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 LG0831'GOOD CONDITION.  THE AZIMUTH MARK IS TILTED OUT OF POSITION AND IS
 LG0831'OBSTRUCTED TO THE STATION BY TREES.  AN AZIMUTH MARK 2 WAS
 LG0831'ESTABLISHED THIS DATE.  THE DIRECTION TO REFERENCE MARK 2 WAS 9
 LG0831'MINUTES, 44 SECONDS LARGER THAN 1976 DATA AND 3 MINUTES, 17 SECONDS
 LG0831'LARGER THAN 1935 DATA.  THE DISTANCE TO THE MARK WAS 0.010 M
 LG0831'(0.033 FT) SHORTER THAN 1935 DATA AND 1976 DATA.  THE DIRECTION TO
 LG0831'REFERENCE MARK 3 WAS 4 MINUTES, 59 SECONDS SMALLER THAN 1976 DATA.  A
 LG0831'CHECK ANGLE TO DISTANT OBJECTS WAS OBTAINED.  A NEW DESCRIPTION
 LG0831'FOLLOWS.
 LG0831'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTHEAST FROM NARKA,
 LG0831'KANSAS, 2 KM (1.2 MI) NORTHWEST FROM MAHASKA, KANSAS, AT THE
 LG0831'KANSAS-NEBRASKA STATE LINE, JUST NORTHWEST FROM THE COMMON CORNER OF
 LG0831'THAYER AND JEFFERSON COUNTIES IN NEBRASKA AND REPUBLIC AND
 LG0831'WASHINGTYON COUNTIES IN KANSAS, IN THE SE 1/4 OF THE SE 1/4, SEC 36,
 LG0831'T1N, R1W AND 13.32 M (43.70 FT) NORTHWEST FROM THE SIXTH PRINCIPAL
 LG0831'MERDIAN, FORTIETH PARALLEL STONE.  THE PROPERTY IS OWNED BY THE STATE
 LG0831'OF NEBRASKA, JIM BROWN, STATE SURVEYOR, LINCOLN, NEBRASKA.
 LG0831'TO REACH THE STATION FROM THE POST OFFICE IN MAHASKA, KANSAS, GO SOUTH
 LG0831'ON MAIN STREET FOR 0.24 KM (0.15 MI) TO HIGHWAY AVENUE.  TURN RIGHT
 LG0831'AND GO WEST FOR 1.37 KM (0.85 MI) TO A CROSSROAD AT THE REPUBLIC
 LG0831'COUNTY LINE.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.05 KM
 LG0831'(0.65 MI) TO THE NEW AZIMUTH MARK ON THE RIGHT, AT A FIELD ENTRANCE.
 LG0831'CONTINUE NORTH ON A DIRT ROAD FOR 0.56 KM (0.35 MI) TO A SIDE ROAD
 LG0831'ON THE LEFT, THE KANSAS-NEBRASKA STATE LINE AND THE STATION IN THE
 LG0831'NORTHWEST ANGLE OF THE INTERSECTION.
 LG0831'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG0831'PROJECTS 0.015 M (0.049 FT) ABOVE THE GROUND SURFACE.  IT IS 10.21 M
 LG0831'(33.50 FT) WEST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 8.69 M
 LG0831'(28.51 FT) NORTH FROM THE CENTERLINE IOF THE EAST/WEST ROAD, 13.32 M
 LG0831'(43.70 FT) NORTHWEST FROM THE INITIAL POINT ON THE SIXTH PRIME
 LG0831'MERIDIAN, 0.76 M (2.49 FT) EAST FROM A WITNESS POST AND 0.76 M
 LG0831'(2.49 FT) SOUTH FROM ANOTHER WITNESS POST.  THE UNDERGROUND MARK WAS
 LG0831'NOT INSPECTED SINCE CHECK ANGLES WERE OBTAINED TO DISTANT LANDMARKS.
 LG0831
 LG0831                          STATION RECOVERY (2005)
 LG0831
 LG0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 LG0831'RECOVERED STATION, RM 2, RM 3, AND AZ MARK 2 ALL RECOVERED.
 LG0831
 LG0831                          STATION RECOVERY (2006)
 LG0831
 LG0831'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 LG0831'GEOCAC FIRST REPORT.
 LG0831'ALL MARKS RECOVERED IN GOOD CONDITION.
 LG0831
 LG0831                          STATION RECOVERY (2017)
 LG0831
 LG0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MNM)
 LG0831'RECOVERED IN GOOD CONDITION.
 LG0831
 LG0831                          STATION RECOVERY (2018)
 LG0831
 LG0831'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2018 (JP)
 LG0831'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 LG0831'MARK 2 WAS FOUND LEANING TO THE NORTH, THE TOP OF REFERENCE MARK 3 WAS
 LG0831'FOUND BROKEN OFF AND THE DISK RECOVERED, THE ORIGINAL AZIMUTH MARK WAS
 LG0831'FOUND LEANING TO THE EAST, THE TOP OF AZIMUTH MARK 2 WAS FOUND BROKEN
 LG0831'OFF AND THE DISK WAS RECOVERED.
 LG0831'
 LG0831'THE STATION IS LOCATED 0.8 MI (1.3 KM) WEST AND 1.0 MI (1.6 KM) NORTH
 LG0831'OF MAHASKA, KANSAS, IN THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER
 LG0831'OF SECTION 36, T1N, R1W.  IT IS IN THE NORTHWEST QUADRANT OF A T-ROAD
 LG0831'INTERSECTION OF A GRAVELED ROAD NORTH-SOUTH AND A DIRT TRAIL ROAD
 LG0831'GOING WEST NEAR THE CORNER COMMON TO JEFFERSON AND THAYER COUNTIES IN
 LG0831'NEBRASKA AND REPUBLIC AND WASHINGTON COUNTIES IN KANSAS AND NEAR THE
 LG0831'INITIAL POINT FOR THE SIXTH PRINCIPAL MERIDIAN ON THE FORTIETH
 LG0831'PARALLEL.
 LG0831'
 LG0831'THE SURFACE STATION MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 LG0831'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES (20 CM) ABOVE THE GROUND
 LG0831'SURFACE.  VISUAL OBSERVATION OF THIS CONCRETE POST SHOWS THE
 LG0831'APPEARANCE THAT IT MAY HAVE SHIFTED SLIGHTLY TO THE SOUTHEAST.  A
 LG0831'21-INCH (53 CM) SQUARE CONCRETE PAD WAS PLACED AROUND THE CONCRETE
 LG0831'POST AS IT EXISTS TO SECURE IT IN PLACE AND TO PREVENT ANY FURTHER
 LG0831'MOVEMENT.  THE ROUND CONCRETE POST PROJECTS 3 INCHES (8 CM) ABOVE THE
 LG0831'CONCRETE PAD.  THE UNDERGROUND STATION WAS NOT INSPECTED ON THIS DATE.
 LG0831'IT IS 30 FT (9.1 M) WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LG0831'28 FT (8.5 M) NORTH OF THE CENTER OF A DIRT ROAD GOING WEST, 1.5 FT
 LG0831'(0.5 M) SOUTHEAST OF A SURVEY MARKER SIGN ON A STEEL POST, 3.65 FT
 LG0831'(1.1 M) WEST-SOUTHWEST OF A SQUARE STEEL STREET SIGN POST, 26.9 FT
 LG0831'(8.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PAD IN THE
 LG0831'ROAD INTERSECTION, 43.55 FT (13.3 M) NORTHWEST OF THE BRONZE DISK
 LG0831'MARKING THE INITIAL POINT FOR THE 6PM AND WEST-NORTHWEST 103.57 FT
 LG0831'(31.6 M) OF THE CENTER OF THE SPIRE OF A GRANITE OBELISK COMMEMORATING
 LG0831'THE STATES OF THE 6PM.  THE AZIMUTH TO AZIMUTH MARK 2 RESET IS 177
 LG0831'DEGREES, 7 MINUTES, 14.2 SECONDS WITH A GROUND DISTANCE OF 1799.54 FT
 LG0831'(548.5 M).  THE AZIMUTH TO REFERENCE MARK NO 2 IS 234 DEGREES, 27
 LG0831'MINUTES, 48.3 SECONDS WITH A GROUND DISTANCE OF 90.45 FT (27.6 M).
 LG0831'THE AZIMUTH TO REFERENCE MARK NO 4 IS 79 DEGREES, 24 MINUTES, 44.3
 LG0831'SECONDS WITH A GROUND DISTANCE OF 64.39 FT (19.6 M).  THE AZIMUTH TO
 LG0831'THE 6PM DISK IS 128 DEGREES, 23 MINUTES, 0.3 SECONDS WITH A GROUND
 LG0831'DISTANCE OF 43.55 FT (13.3 M).  THE AZIMUTH TO THE GRANITE SPIRE IS
 LG0831'104 DEGREES, 27 MINUTES, 44.3 SECONDS WITH A GROUND DISTANCE OF 103.57
 LG0831'FT (31.6 M).
 LG0831'
 LG0831'REFERENCE MARK 2 IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 LG0831'POST PROJECTING 15 INCHES (38 CM) ABOVE THE GROUND SURFACE.  THIS MARK
 LG0831'WAS RESET IN ITS APPROXIMATE VERTICAL POSITION, SOIL WAS PACKED AROUND
 LG0831'IT AND A 6-FOOT-LONG STEEL U-POST WAS DRIVEN ALONG THE NORTH SIDE TO
 LG0831'HELP STABILIZE ITS POSITION.  IT IS AT THE TOP OF THE BACKSLOPE OF A
 LG0831'ROAD DITCH AND ALONG THE NORTH EDGE OF A CULTIVATED FIELD.  IT IS 21
 LG0831'FT (6.4 M) SOUTH OF THE CENTER OF A DIRT TRAIL ROAD GOING WEST, 108 FT
 LG0831'(32.9 M) WEST OF A NORTH-SOUTH GRAVELED ROAD AND 1.2 FT (0.4 M) NORTH
 LG0831'OF A SURVEY MARKER SIGN ON A STEEL POST.
 LG0831'
 LG0831'REFERENCE MARK 4 WAS ESTABLISHED ON THIS DATE.  IT IS A DISK STAMPED
 LG0831'MERIDIAN NO 4 1935 1976 2019, SET IN THE TOP OF A 12 INCH ROUND
 LG0831'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE.  THE DISK IS THE SAME
 LG0831'ONE FORMERLY USED TO MARK REFERENCE MARKS NO 1 AND NO 3 WITH THOSE
 LG0831'FORMER NUMBERS NOW CROSSED OUT ON THE DISK.  IT IS 32 FT (9.8 M) EAST
 LG0831'OF A NORTH-SOUTH GRAVELED ROAD AND 39 FT (11.9 M) NORTH OF THE CENTER
 LG0831'OF A DIRT ROAD GOING WEST.
 LG0831'
 LG0831'THE ORIGINAL AZIMUTH MARK IS A DISK STAMPED MERIDIAN 1935, SET IN THE
 LG0831'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 12 INCHES (30 CM)
 LG0831'ABOVE THE GROUND SURFACE.  THIS MARK WAS RESET TO ITS APPROXIMATE
 LG0831'VERTICAL POSITION, SOIL WAS PACKED AROUND IT AND TWO 6-FOOT-LONG STEEL
 LG0831'U-POSTS WERE DRIVEN ALONG THE NORTHEAST AND SE CORNERS TO HELP
 LG0831'STABILIZE ITS POSITION.  IT IS AT THE TOP OF THE BACKSLOPE OF A ROAD
 LG0831'DITCH, 3 FT (0.9 M) EAST OF A FENCE, 26 FT (7.9 M) WEST OF A
 LG0831'NORTH-SOUTH GRAVELED ROAD AND 1.8 FT (0.5 M) EAST OF A SURVEY MARKER
 LG0831'SIGN ON A STEEL POST.
 LG0831'
 LG0831'AZIMUTH MARK 2 WAS RESET IN A DIFFERENT LOCATION SINCE ITS ORIGINAL
 LG0831'LOCATION COULD NOT BE DETERMINED.  IT IS A DISK RESET IN THE TOP OF A
 LG0831'12 INCH ROUND CONCRETE POST SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0831'2 FT (0.6 M) EAST OF A FENCE LINE, 1.0 FT (0.3 M) EAST OF A SURVEY
 LG0831'MARKER SIGN ON A STEEL POST, 25 FT (7.6 M) EAST OF THE CENTER OF A
 LG0831'NORTH-SOUTH GRAVELED ROAD AND 38 FT (11.6 M) SOUTH OF THE CENTER OF A
 LG0831'FIELD DRIVE GOING EAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1214 ***********************************************************************
 LH1214  DESIGNATION -  MERRILL
 LH1214  PID         -  LH1214
 LH1214  STATE/COUNTY-  NE/WEBSTER
 LH1214  COUNTRY     -  US
 LH1214  USGS QUAD   -  RED CLOUD (2017)
 LH1214
 LH1214                         *CURRENT SURVEY CONTROL
 LH1214  ______________________________________________________________________
 LH1214* NAD 83(1995) POSITION- 40 02 44.72344(N) 098 30 18.78611(W)   ADJUSTED
 LH1214* NAVD 88 ORTHO HEIGHT -   572.17  (+/-2cm)     1877.2   (feet) VERTCON
 LH1214  ______________________________________________________________________
 LH1214  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LH1214  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 LH1214  HORZ ORDER      -  FIRST
 LH1214  VERT ORDER      -  THIRD ? (See Below)
 LH1214
 LH1214.The horizontal coordinates were established by classical geodetic methods
 LH1214.and adjusted by the National Geodetic Survey in August 1997.
 LH1214
 LH1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1214
 LH1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1214.GEOID18 height accuracy estimate available here.
 LH1214
 LH1214.The vertical order pertains to the NGVD 29 superseded value.
 LH1214
 LH1214.Click photographs - Photos may exist for this station.
 LH1214
 LH1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1214
 LH1214. The following values were computed from the NAD 83(1995) position.
 LH1214
 LH1214;                    North         East     Units Scale Factor Converg.
 LH1214;SPC NE       -    24,689.395   627,550.977   MT  0.99997964   +0 59 26.1
 LH1214;SPC NE       -    81,001.79  2,058,890.16   sFT  0.99997964   +0 59 26.1
 LH1214;UTM  14      - 4,432,953.017   542,206.300   MT  0.99962193   +0 19 06.0
 LH1214
 LH1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1214!SPC NE       -   0.99991432  x   0.99997964  =   0.99989396
 LH1214!UTM  14      -   0.99991432  x   0.99962193  =   0.99953628
 LH1214
 LH1214:                Primary Azimuth Mark                     Grid Az
 LH1214:SPC NE       -  MERRILL AZ MK                            268 36 00.6
 LH1214:UTM  14      -  MERRILL AZ MK                            269 16 20.7
 LH1214
 LH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4220632953(NAD 83)
 LH1214
 LH1214|---------------------------------------------------------------------|
 LH1214| PID    Reference Object                     Distance      Geod. Az  |
 LH1214|                                                           dddmmss.s |
 LH1214| LH1182 COWLES ATT RELAY TOWER              APPROX.11.5 KM 0354931.1 |
 LH1214| CO1788 MERRILL RM 1                         31.785 METERS 09845     |
 LH1214| CO1789 MERRILL RM 2                         28.448 METERS 22852     |
 LH1214| CO1787 MERRILL AZ MK                                      2693526.7 |
 LH1214| LH1213 MERRILL RM A                         26.642 METERS 31243     |
 LH1214|---------------------------------------------------------------------|
 LH1214
 LH1214                          SUPERSEDED SURVEY CONTROL
 LH1214
 LH1214  NAD 83(1986)-  40 02 44.72957(N)    098 30 18.78463(W) AD(       ) 1
 LH1214  NAD 27      -  40 02 44.68495(N)    098 30 17.56041(W) AD(       ) 1
 LH1214  NGVD 29             571.95   (m)         1876.5    (f) LEVELING    3  
 LH1214
 LH1214.Superseded values are not recommended for survey control.
 LH1214
 LH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1214.See file dsdata.pdf to determine how the superseded data were derived.
 LH1214
 LH1214_MARKER: DS = TRIANGULATION STATION DISK
 LH1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1214_STAMPING: MERRILL 1966
 LH1214_MARK LOGO: CGS
 LH1214_PROJECTION: RECESSED 15 CENTIMETERS
 LH1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1214+STABILITY: SURFACE MOTION
 LH1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1214+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2009
 LH1214
 LH1214  HISTORY     - Date     Condition        Report By
 LH1214  HISTORY     - 1966     MONUMENTED       CGS
 LH1214  HISTORY     - 20090524 GOOD             INDIV
 LH1214
 LH1214                          STATION DESCRIPTION
 LH1214
 LH1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1214'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF COWLES, ABOUT
 LH1214'9-1/2 MILES WEST-SOUTHWEST OF GUIDE ROCK, ABOUT 3 MILES NORTH OF THE
 LH1214'KANSAS-NEBRASKA STATE LINE AND ABOUT 3 MILES SOUTH OF RED CLOUD.
 LH1214'THE STATION MARK IS IN THE SOUTHEAST 1/4 OF SEC. 13, T 1 N, R 11
 LH1214'W, ON A HIGH RIDGE THAT IS PASTURE LAND.  THE PROPERTY BEING OWNED
 LH1214'BY MR. HARVEY MERRILL.  THE STATION MARK IS 105 FEET WEST OF A
 LH1214'FENCELINE, 37 FEET NORTHWEST OF CENTER OF GATE.  25 FEET
 LH1214'NORTH OF THE APPROXIMATE CENTER OF DIRT SECTION LINE ROAD AND 15-1/2
 LH1214'FEET NORTH OF FENCELINE.  STATION IS MARKED BY A STANDARD
 LH1214'TRIANGULATION STATION DISK SET IN THE TOP OF A 10 INCH CONCRETE
 LH1214'CYLINDER MONUMENT THAT IS 6 INCHES BELOW THE SURFACE OF THE
 LH1214'GROUND.  THE DISK IS STAMPED MERRILL 1966.
 LH1214'
 LH1214'TO REACH THE STATION FROM THE POST OFFICE IN RED CLOUD, GO SOUTH ON
 LH1214'US HIGHWAY 281 FOR 2.85 MILES TO A CROSS ROAD AND THE AZIMUTH MARK
 LH1214'IN THE NORTHEAST ANGLE OF CROSS ROAD AS DESCRIBED.  TURN LEFT AND GO
 LH1214'EAST ON DIRT SECTION LINE ROAD FOR 0.7 MILE TO TOP OF RIDGE AND
 LH1214'STATION ON THE LEFT AS DESCRIBED.
 LH1214'
 LH1214'AZIMUTH MARK, IS 49 FEET EAST OF THE CENTERLINE OF HIGHWAY, 49 FEET
 LH1214'NORTH OF THE APPROXIMATE CENTER OF SECTION LINE ROAD AND 2.3 FEET
 LH1214'NORTH OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY A
 LH1214'STANDARD AZIMUTH MARK DISK.  THE DISK IS SET IN THE TOP OF A 10
 LH1214'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LH1214'THE GROUND.  THE DISK IS STAMPED MERRILL 1966.
 LH1214'
 LH1214'REFERENCE MARK NO. 1, IS 26 FEET NORTH OF THE CENTER OF DIRT ROAD,
 LH1214'7 FEET WEST OF FENCE CORNER AND 1 FOOT NORTH OF FENCELINE.  IT IS
 LH1214'MARKED BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10
 LH1214'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LH1214'THE GROUND.  THE DISK IS STAMPED MERRILL NO 1 1966.
 LH1214'
 LH1214'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF GATE, 21 FEET
 LH1214'SOUTH OF THE APPROXIMATE CENTER OF DIRT ROAD AND 0.8 FEET NORTH OF
 LH1214'FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK SET IN
 LH1214'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH
 LH1214'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED MERRILL NO 2
 LH1214'1966.
 LH1214'
 LH1214'HEIGHT OF LIGHT ABOVE STATION MARK 26.61 METERS.
 LH1214
 LH1214                          STATION RECOVERY (2009)
 LH1214
 LH1214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (EJH)
 LH1214'RECOVERED AS DESCRIBED. ALL MARKS IN GOOD CONDITION.
 LH1214'AZIMUTH MARK IS NOT VISIBLE DUE TO TREES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1213 ***********************************************************************
 LH1213  DESIGNATION -  MERRILL RM A
 LH1213  PID         -  LH1213
 LH1213  STATE/COUNTY-  NE/WEBSTER
 LH1213  COUNTRY     -  US
 LH1213  USGS QUAD   -  RED CLOUD (2017)
 LH1213
 LH1213                         *CURRENT SURVEY CONTROL
 LH1213  ______________________________________________________________________
 LH1213* NAD 83(1995) POSITION- 40 02 45.30942(N) 098 30 19.61169(W)   ADJUSTED
 LH1213* NAVD 88 ORTHO HEIGHT -   571.76  (+/-2cm)     1875.8   (feet) VERTCON
 LH1213  ______________________________________________________________________
 LH1213  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LH1213  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 LH1213  HORZ ORDER      -  FIRST
 LH1213  VERT ORDER      -  THIRD ? (See Below)
 LH1213
 LH1213.The horizontal coordinates were established by classical geodetic methods
 LH1213.and adjusted by the National Geodetic Survey in August 1997.
 LH1213
 LH1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1213
 LH1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1213.GEOID18 height accuracy estimate available here.
 LH1213
 LH1213.The vertical order pertains to the NGVD 29 superseded value.
 LH1213
 LH1213.Click photographs - Photos may exist for this station.
 LH1213
 LH1213.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1213
 LH1213. The following values were computed from the NAD 83(1995) position.
 LH1213
 LH1213;                    North         East     Units Scale Factor Converg.
 LH1213;SPC NE       -    24,707.128   627,531.098   MT  0.99997957   +0 59 25.6
 LH1213;SPC NE       -    81,059.97  2,058,824.94   sFT  0.99997957   +0 59 25.6
 LH1213;UTM  14      - 4,432,970.975   542,186.637   MT  0.99962191   +0 19 05.5
 LH1213
 LH1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1213!SPC NE       -   0.99991438  x   0.99997957  =   0.99989396
 LH1213!UTM  14      -   0.99991438  x   0.99962191  =   0.99953633
 LH1213
 LH1213:                Primary Azimuth Mark                     Grid Az
 LH1213:SPC NE       -  REIHER RESET                             358 56 17.5
 LH1213:UTM  14      -  REIHER RESET                             359 36 37.6
 LH1213
 LH1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4218632970(NAD 83)
 LH1213
 LH1213|---------------------------------------------------------------------|
 LH1213| PID    Reference Object                     Distance      Geod. Az  |
 LH1213|                                                           dddmmss.s |
 LH1213| LH1182 COWLES ATT RELAY TOWER              APPROX.11.5 KM 0355723.8 |
 LH1213| LH1214 MERRILL                              26.642 METERS 13243     |
 LH1213| LH1209 REIHER RESET                        APPROX.14.4 KM 3595543.1 |
 LH1213|---------------------------------------------------------------------|
 LH1213
 LH1213                          SUPERSEDED SURVEY CONTROL
 LH1213
 LH1213  NAD 83(1986)-  40 02 45.31561(N)    098 30 19.61031(W) AD(       ) 1
 LH1213  NAD 27      -  40 02 45.27093(N)    098 30 18.38597(W) AD(       ) 1
 LH1213  NGVD 29             571.54   (m)         1875.1    (f) LEVELING    3  
 LH1213
 LH1213.Superseded values are not recommended for survey control.
 LH1213
 LH1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1213.See file dsdata.pdf to determine how the superseded data were derived.
 LH1213
 LH1213_MARKER: DS = TRIANGULATION STATION DISK
 LH1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1213_STAMPING: MERRILL RM A 1966
 LH1213_MARK LOGO: CGS
 LH1213_PROJECTION: RECESSED 18 CENTIMETERS
 LH1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1213+STABILITY: SURFACE MOTION
 LH1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1213+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2009
 LH1213
 LH1213  HISTORY     - Date     Condition        Report By
 LH1213  HISTORY     - 1966     MONUMENTED       CGS
 LH1213  HISTORY     - 20090524 GOOD             INDIV
 LH1213
 LH1213                          STATION DESCRIPTION
 LH1213
 LH1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1213'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 LH1213'TRIANGULATION STATION MERRILL 1966.
 LH1213'
 LH1213'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LH1213'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 7 INCHES BELOW THE
 LH1213'SURFACE OF THE GROUND AND IS STAMPED MERRILL RM A 1966.  IT IS
 LH1213'174.5 FEET WEST OF A NORTH-SOUTH FENCELINE, 102 FEET NORTH OF A
 LH1213'GRADED ROAD, 78.7 FEET NORTH-NORTHEAST OF THE WEST END OF A
 LH1213'GATE AND 76.7 FEET NORTH OF AN EAST-WEST FENCELINE.
 LH1213'
 LH1213'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MERRILL 1966,
 LH1213'DISTANCE BEING SHOWN.
 LH1213
 LH1213                          STATION RECOVERY (2009)
 LH1213
 LH1213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (EJH)
 LH1213'RECOVERED AS DESCRIBED. MARK IN GOOD CONDITION 10 INCHES BELOW THE
 LH1213'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0497 ***********************************************************************
 NO0497  DESIGNATION -  MERRIMAN
 NO0497  PID         -  NO0497
 NO0497  STATE/COUNTY-  NE/CHERRY
 NO0497  COUNTRY     -  US
 NO0497  USGS QUAD   -  MERRIMAN (2017)
 NO0497
 NO0497                         *CURRENT SURVEY CONTROL
 NO0497  ______________________________________________________________________
 NO0497* NAD 83(1995) POSITION- 42 59 27.01930(N) 101 41 54.94330(W)   ADJUSTED
 NO0497* NAVD 88 ORTHO HEIGHT -  1045.    (meters)     3428.    (feet) SCALED
 NO0497  ______________________________________________________________________
 NO0497  GEOID HEIGHT    -        -19.417 (meters)                     GEOID18
 NO0497  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 NO0497  HORZ ORDER      -  SECOND
 NO0497
 NO0497.The horizontal coordinates were established by classical geodetic methods
 NO0497.and adjusted by the National Geodetic Survey in August 1997.
 NO0497
 NO0497.The orthometric height was scaled from a topographic map.
 NO0497
 NO0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0497.GEOID18 height accuracy estimate available here.
 NO0497
 NO0497.Click photographs - Photos may exist for this station.
 NO0497
 NO0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0497
 NO0497. The following values were computed from the NAD 83(1995) position.
 NO0497
 NO0497;                    North         East     Units Scale Factor Converg.
 NO0497;SPC NE       -   351,964.203   361,483.806   MT  0.99999581   -1 07 32.4
 NO0497;SPC NE       - 1,154,735.89  1,185,968.12   sFT  0.99999581   -1 07 32.4
 NO0497;SPC SD S     -    73,958.483   488,667.427   MT  0.99996643   -0 56 30.6
 NO0497;SPC SD S     -   242,645.46  1,603,236.38   sFT  0.99996643   -0 56 30.6
 NO0497;UTM  14      - 4,763,331.536   280,003.434   MT  1.00019544   -1 50 27.1
 NO0497
 NO0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0497!SPC NE       -   0.99983912  x   0.99999581  =   0.99983493
 NO0497!SPC SD S     -   0.99983912  x   0.99996643  =   0.99980556
 NO0497!UTM  14      -   0.99983912  x   1.00019544  =   1.00003453
 NO0497
 NO0497:                Primary Azimuth Mark                     Grid Az
 NO0497:SPC NE       -  MERRIMAN AZ MK                           306 58 51.6
 NO0497:SPC SD S     -  MERRIMAN AZ MK                           306 47 49.8
 NO0497:UTM  14      -  MERRIMAN AZ MK                           307 41 46.3
 NO0497
 NO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8000363331(NAD 83)
 NO0497
 NO0497|---------------------------------------------------------------------|
 NO0497| PID    Reference Object                     Distance      Geod. Az  |
 NO0497|                                                           dddmmss.s |
 NO0497| CP9960 MERRIMAN RM 1                        75.319 METERS 06008     |
 NO0497| NO0496 MERRIMAN MUNICIPAL TANK             APPROX. 8.3 KM 1811936.8 |
 NO0497| CP9959 MERRIMAN AZ MK                                     3055119.2 |
 NO0497| CP9961 MERRIMAN RM 2                        36.863 METERS 34213     |
 NO0497| OS0761 MARTIN MUNICIPAL TANK               APPROX.20.7 KM 3523313.7 |
 NO0497|---------------------------------------------------------------------|
 NO0497
 NO0497                          SUPERSEDED SURVEY CONTROL
 NO0497
 NO0497  NAD 83(1986)-  42 59 27.01266(N)    101 41 54.95053(W) AD(       ) 2
 NO0497  NAD 27      -  42 59 26.99300(N)    101 41 53.43000(W) AD(       ) 2
 NO0497
 NO0497.Superseded values are not recommended for survey control.
 NO0497
 NO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0497.See file dsdata.pdf to determine how the superseded data were derived.
 NO0497
 NO0497_MARKER: DS = TRIANGULATION STATION DISK
 NO0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0497_STAMPING: MERRIMAN 1936
 NO0497_MARK LOGO: CGS
 NO0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0497+STABILITY: SURFACE MOTION
 NO0497
 NO0497  HISTORY     - Date     Condition        Report By
 NO0497  HISTORY     - 1936     MONUMENTED       CGS
 NO0497
 NO0497                          STATION DESCRIPTION
 NO0497
 NO0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0497'STATION MERRIMAN 1936 IS LOCATED ON THE HIGHEST AND MOST
 NO0497'PROMINENT SAND HILL ON THE PROPERTY OF MR. J.J. FAIRHEAD
 NO0497'IN THE STATE OF NEBRASKA, ABOUT 1/2 MILE SOUTH OF THE
 NO0497'NEBRASKA-SOUTH DAKOTA STATE LINE, ABOUT 5 MILES NORTH BY
 NO0497'AIRLINE FROM MERRIMAN, NEBR., ABOUT 1 MILE EAST OF THE FAIRHEAD
 NO0497'HOUSE (A STUCCO 2-STORY HOUSE), AND ABOUT 300 FEET WEST OF
 NO0497'NORTH-SOUTH FENCE.
 NO0497'
 NO0497'TO REACH FROM MERRIMAN, NEBR., GO NORTH ON NEBRASKA STATE
 NO0497'HIGHWAY 61 FOR 4.3 MILES TO A STUCCO 2-STORY HOUSE ON THE
 NO0497'WEST SIDE OF THE ROAD, HERE TURN EAST THROUGH GATE AND GO
 NO0497'ACROSS ROLLING PASTURE TO HIGHEST SAND HILL IN THE VICINITY
 NO0497'AND STATION SITE, APPROXIMATELY 1.0 MILE.
 NO0497'
 NO0497'REFERENCE MARK NO. 1 IS 247.11 FEET EAST OF STATION, AND IS
 NO0497'43.62 FEET WEST OF FENCE RUNNING NORTH AND SOUTH.  MARK PROJECTS
 NO0497'3 INCHES.
 NO0497'
 NO0497'REFERENCE MARK NO. 2 IS 120.94 FEET NORTH OF STATION.  MARK
 NO0497'PROJECTS 3 INCHES.
 NO0497'
 NO0497'THE AZIMUTH MARK IS 0.75 MILE NORTH OF WEST OF STATION,
 NO0497'39.7 FEET EAST OF THE CENTERLINE OF SOUTH DAKOTA STATE HIGHWAY
 NO0497'73, 8 FEET NORTH OF GATE ON EAST SIDE OF ROAD, 0.1 MILE NORTH
 NO0497'OF SOUTH DAKOTA-NEBRASKA STATE LINE.  THE MARK PROJECTS 4
 NO0497'INCHES ABOVE GROUND.
 NO0497'
 NO0497'ALL POINTS ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH8657 ***********************************************************************
 AH8657  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8657  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8657  DESIGNATION -  MERRIMAN CORS ARP
 AH8657  CORS_ID     -  MRRN
 AH8657  PID         -  AH8657
 AH8657  STATE/COUNTY-  NE/CHERRY
 AH8657  COUNTRY     -  US
 AH8657  USGS QUAD   -  MERRIMAN (2017)
 AH8657
 AH8657                         *CURRENT SURVEY CONTROL
 AH8657  ______________________________________________________________________
 AH8657* NAD 83(2011) POSITION- 42 54 15.40797(N) 101 41 47.07392(W)   ADJUSTED
 AH8657* NAD 83(2011) ELLIP HT-   972.545 (meters)        (06/??/19)   ADJUSTED
 AH8657* NAD 83(2011) EPOCH   -  2010.00
 AH8657* NAVD 88 ORTHO HEIGHT -   991.88  (meters)     3254.2   (feet) GPS OBS
 AH8657  ______________________________________________________________________
 AH8657  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH8657  GEOID HEIGHT    -        -19.303 (meters)                     GEOID99
 AH8657  GEOID HEIGHT    -        -19.328 (meters)                     GEOID18
 AH8657  NAD 83(2011) X  -   -948,739.382 (meters)                     COMP
 AH8657  NAD 83(2011) Y  - -4,582,735.423 (meters)                     COMP
 AH8657  NAD 83(2011) Z  -  4,320,380.788 (meters)                     COMP
 AH8657
 AH8657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8657  Standards:
 AH8657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8657  -------------------------------------------------------------------
 AH8657  NETWORK    0.30   0.75           0.11   0.13   0.38      0.27725000
 AH8657  -------------------------------------------------------------------
 AH8657
 AH8657.The coordinates were established by GPS observations
 AH8657.and adjusted by the National Geodetic Survey in June 2019.
 AH8657
 AH8657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8657.been affixed to the stable North American Tectonic Plate. 
 AH8657
 AH8657.The coordinates are valid at the epoch date displayed above
 AH8657.which is a decimal equivalence of Year/Month/Day.
 AH8657
 AH8657.Due to the release of the International GNSS Service (IGS) 2014
 AH8657.realization of the International Terrestrial Reference Frame of 2014
 AH8657.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH8657.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH8657.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH8657.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH8657.currently published epoch of 2010.00.
 AH8657
 AH8657.Additional information on MYCS2 is available at
 AH8657.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH8657
 AH8657.The orthometric height was determined by GPS observations and a
 AH8657.high-resolution geoid model using precise GPS observation and
 AH8657.processing techniques.
 AH8657
 AH8657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8657.GEOID18 height accuracy estimate available here.
 AH8657
 AH8657.The PID for the CORS L1 Phase Center is AJ7952.
 AH8657
 AH8657.Click photographs - Photos may exist for this station.
 AH8657
 AH8657.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8657
 AH8657.The ellipsoidal height was determined by GPS observations
 AH8657.and is referenced to NAD 83.
 AH8657
 AH8657. The following values were computed from the NAD 83(2011) position.
 AH8657
 AH8657;                    North         East     Units Scale Factor Converg.
 AH8657;SPC NE       -   342,346.826   361,473.382   MT  0.99995749   -1 07 27.1
 AH8657;SPC NE       - 1,123,182.88  1,185,933.92   sFT  0.99995749   -1 07 27.1
 AH8657;UTM  14      - 4,753,712.926   279,873.189   MT  1.00019616   -1 50 11.0
 AH8657
 AH8657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8657!SPC NE       -   0.99984750  x   0.99995749  =   0.99980500
 AH8657!UTM  14      -   0.99984750  x   1.00019616  =   1.00004363
 AH8657
 AH8657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7987353712(NAD 83)
 AH8657
 AH8657                          SUPERSEDED SURVEY CONTROL
 AH8657
 AH8657  ELLIP H (06/27/12)  972.542  (m)                       GP(2010.00) 0 0
 AH8657  NAD 83(2011)-  42 54 15.40769(N)    101 41 47.07376(W) AD(2010.00) c
 AH8657  NAD 83(2011)-  42 54 15.40802(N)    101 41 47.07388(W) AD(2010.00) c
 AH8657  ELLIP H (08/??/11)  972.543  (m)                       GP(2010.00) c c
 AH8657  ELLIP H (02/10/07)  972.574  (m)                       GP(2002.00)    
 AH8657  NAD 83(2007)-  42 54 15.40754(N)    101 41 47.07487(W) AD(2002.00) c
 AH8657  NAD 83(CORS)-  42 54 15.40754(N)    101 41 47.07487(W) AD(2002.00) c
 AH8657  ELLIP H (03/??/02)  972.574  (m)                       GP(2002.00) c c
 AH8657  NAD 83(CORS)-  42 54 15.40753(N)    101 41 47.07494(W) AD(1997.00) c
 AH8657  ELLIP H (03/??/99)  972.561  (m)                       GP(1997.00) c c
 AH8657
 AH8657.Superseded values are not recommended for survey control.
 AH8657
 AH8657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8657.See file dsdata.pdf to determine how the superseded data were derived.
 AH8657
 AH8657_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8657
 AH8657                          STATION DESCRIPTION
 AH8657
 AH8657'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH8657'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH8657'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH8657'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH8657'https://geodesy.noaa.gov/CORS/data.shtml
 AH8657'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0496 ***********************************************************************
 NO0496  DESIGNATION -  MERRIMAN MUNICIPAL TANK
 NO0496  PID         -  NO0496
 NO0496  STATE/COUNTY-  NE/CHERRY
 NO0496  COUNTRY     -  US
 NO0496  USGS QUAD   -  MERRIMAN (2017)
 NO0496
 NO0496                         *CURRENT SURVEY CONTROL
 NO0496  ______________________________________________________________________
 NO0496* NAD 83(1995) POSITION- 42 54 58.12376(N) 101 42 03.41924(W)   ADJUSTED
 NO0496  ______________________________________________________________________
 NO0496  GEOID HEIGHT    -        -19.326 (meters)                     GEOID18
 NO0496  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 NO0496  HORZ ORDER      -  THIRD
 NO0496
 NO0496.The horizontal coordinates were established by classical geodetic methods
 NO0496.and adjusted by the National Geodetic Survey in August 1997.
 NO0496
 NO0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0496.GEOID18 height accuracy estimate available here.
 NO0496
 NO0496.Click photographs - Photos may exist for this station.
 NO0496
 NO0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0496
 NO0496. The following values were computed from the NAD 83(1995) position.
 NO0496
 NO0496;                    North         East     Units Scale Factor Converg.
 NO0496;SPC NE       -   343,671.952   361,128.600   MT  0.99996261   -1 07 38.0
 NO0496;SPC NE       - 1,127,530.40  1,184,802.75   sFT  0.99996261   -1 07 38.0
 NO0496;SPC SD S     -    65,665.179   488,338.823   MT  0.99998142   -0 56 36.4
 NO0496;SPC SD S     -   215,436.51  1,602,158.29   sFT  0.99998142   -0 56 36.4
 NO0496;UTM  14      - 4,755,042.552   279,544.832   MT  1.00019794   -1 50 23.6
 NO0496
 NO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7954455042(NAD 83)
 NO0496
 NO0496                          SUPERSEDED SURVEY CONTROL
 NO0496
 NO0496  NAD 83(1986)-  42 54 58.11770(N)    101 42 03.42449(W) AD(       ) 3
 NO0496  NAD 27      -  42 54 58.11300(N)    101 42 01.91200(W) AD(       ) 3
 NO0496
 NO0496.Superseded values are not recommended for survey control.
 NO0496
 NO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0496.See file dsdata.pdf to determine how the superseded data were derived.
 NO0496
 NO0496_MARKER: 53 = ELEVATED TANK
 NO0496
 NO0496  HISTORY     - Date     Condition        Report By
 NO0496  HISTORY     - 1936     FIRST OBSERVED   CGS
 NO0496  HISTORY     - 1946     GOOD             CGS
 NO0496
 NO0496                          STATION DESCRIPTION
 NO0496
 NO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0496'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 NO0496'WATER TANK OF MERRIMAN, NEBR. LOCATED AT THE SOUTHEAST EDGE
 NO0496'OF TOWN, APPROXIMATELY 100 FEET HIGH.
 NO0496'
 NO0496'OBSERVED UPON FROM TRIANGULATION STATIONS, MERRIMAN AND MARTIN.
 NO0496
 NO0496                          STATION RECOVERY (1946)
 NO0496
 NO0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0496'STATION IS LOCATED AT THE SOUTH EDGE OF THE TOWN OF MERRIMAN,
 NO0496'3 BLOCKS SOUTH OF THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NO0496'STATE HIGHWAY NO. 61, AND 75 FEET WEST OF THE CENTERLINE
 NO0496'OF A DIRT ROAD.
 NO0496'
 NO0496'IT IS A STANDARD, STEEL-CONSTRUCTED WATER TANK AND HAS A BALL
 NO0496'AT ITS APEX.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND
 NO0496'HAS THE SIGN MERRIMAN IN BLACK LETTERS ON THE NORTH SIDE OF
 NO0496'THE TANK PROPER.  IT IS APPROXIMATELY 100 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0717 ***********************************************************************
 NN0717  DESIGNATION -  MESSLER
 NN0717  PID         -  NN0717
 NN0717  STATE/COUNTY-  NE/BOYD
 NN0717  COUNTRY     -  US
 NN0717  USGS QUAD   -  NAPER (2017)
 NN0717
 NN0717                         *CURRENT SURVEY CONTROL
 NN0717  ______________________________________________________________________
 NN0717* NAD 83(1995) POSITION- 42 59 15.86145(N) 099 06 45.23467(W)   ADJUSTED
 NN0717* NAVD 88 ORTHO HEIGHT -   639.07  (+/-2cm)     2096.7   (feet) VERTCON
 NN0717  ______________________________________________________________________
 NN0717  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 NN0717  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 NN0717  HORZ ORDER      -  FIRST
 NN0717  VERT ORDER      -  THIRD ? (See Below)
 NN0717
 NN0717.The horizontal coordinates were established by classical geodetic methods
 NN0717.and adjusted by the National Geodetic Survey in August 1997.
 NN0717
 NN0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0717
 NN0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0717.GEOID18 height accuracy estimate available here.
 NN0717
 NN0717.The vertical order pertains to the NGVD 29 superseded value.
 NN0717
 NN0717.Click photographs - Photos may exist for this station.
 NN0717
 NN0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0717
 NN0717. The following values were computed from the NAD 83(1995) position.
 NN0717
 NN0717;                    North         East     Units Scale Factor Converg.
 NN0717;SPC NE       -   350,630.612   572,375.003   MT  0.99999440   +0 35 17.2
 NN0717;SPC NE       - 1,150,360.60  1,877,866.99   sFT  0.99999440   +0 35 17.2
 NN0717;SPC SD S     -    73,430.771   699,555.538   MT  0.99996702   +0 50 31.7
 NN0717;SPC SD S     -   240,914.12  2,295,125.13   sFT  0.99996702   +0 50 31.7
 NN0717;UTM  14      - 4,759,459.413   490,823.173   MT  0.99960104   -0 04 36.3
 NN0717
 NN0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0717!SPC NE       -   0.99990379  x   0.99999440  =   0.99989819
 NN0717!SPC SD S     -   0.99990379  x   0.99996702  =   0.99987081
 NN0717!UTM  14      -   0.99990379  x   0.99960104  =   0.99950487
 NN0717
 NN0717:                Primary Azimuth Mark                     Grid Az
 NN0717:SPC NE       -  MESSLER AZ MK 2                          223 16 49.5
 NN0717:SPC SD S     -  MESSLER AZ MK 2                          223 01 35.0
 NN0717:UTM  14      -  MESSLER AZ MK 2                          223 56 43.0
 NN0717
 NN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9082359459(NAD 83)
 NN0717
 NN0717|---------------------------------------------------------------------|
 NN0717| PID    Reference Object                     Distance      Geod. Az  |
 NN0717|                                                           dddmmss.s |
 NN0717| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.16.5 KM 0530848.5 |
 NN0717| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.18.5 KM 0742947.5 |
 NN0717| CO3242 MESSLER RM 1                         26.283 METERS 09142     |
 NN0717| CO3243 MESSLER RM 2                         18.206 METERS 15826     |
 NN0717| CO3240 MESSLER AZ MK                                      2222947.8 |
 NN0717| CO3241 MESSLER AZ MK 2                                    2235206.7 |
 NN0717| OR0894 HERRICK MUNICIPAL TANK              APPROX.15.3 KM 3362615.6 |
 NN0717|---------------------------------------------------------------------|
 NN0717
 NN0717                          SUPERSEDED SURVEY CONTROL
 NN0717
 NN0717  NAD 83(1986)-  42 59 15.86828(N)    099 06 45.24211(W) AD(       ) 1
 NN0717  NAD 27      -  42 59 15.87100(N)    099 06 43.89600(W) AD(       ) 1
 NN0717  NGVD 29             638.77   (m)         2095.7    (f) LEVELING    3  
 NN0717
 NN0717.Superseded values are not recommended for survey control.
 NN0717
 NN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0717.See file dsdata.pdf to determine how the superseded data were derived.
 NN0717
 NN0717_MARKER: DS = TRIANGULATION STATION DISK
 NN0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0717_STAMPING: MESSLER 1936
 NN0717_MARK LOGO: CGS
 NN0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0717+STABILITY: SURFACE MOTION
 NN0717
 NN0717  HISTORY     - Date     Condition        Report By
 NN0717  HISTORY     - 1936     MONUMENTED       CGS
 NN0717  HISTORY     - 1940     GOOD             CGS
 NN0717  HISTORY     - 1948     GOOD             CGS
 NN0717  HISTORY     - 1969     GOOD             CGS
 NN0717
 NN0717                          STATION DESCRIPTION
 NN0717
 NN0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NN0717'ABOUT 7 MILES SOUTH-SOUTHWEST OF ST. CHARLES, S. DAK., 10.5
 NN0717'MILES SOUTHWEST OF BONESTEEL, S.DAK., 0.75 MILE SOUTH OF THE
 NN0717'NEBRASKA-SOUTH DAKOTA STATE LINE, AND 0.65 MILE WEST OF THE
 NN0717'ST. CHARLES TO NAPER, GRADED ROAD.
 NN0717'
 NN0717'TO REACH FROM ST. CHARLES TAKE THE NAPER ROAD SOUTH FOR 6.2
 NN0717'MILES FROM RAILROAD CROSSING, AND TURN WEST FOR 0.65 MILE
 NN0717'TO HIGHEST POINT AND STATION SITE.  STATION IS 38 FEET NORTH
 NN0717'OF CENTERLINE OF ROAD, 1/2 FOOT SOUTH OF FENCE LINE OF A
 NN0717'STRIP OF LAND FARMED BY A MR. STOLLIGER, AND OWNED BY A
 NN0717'LAND COMPANY.  MARK PROJECTS ABOUT 6 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT SOUTH
 NN0717'OF THE SAME FENCE, AND PROJECTS 4 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, ACROSS
 NN0717'ROAD, 1 FOOT NORTH OF FENCE AND PROJECTS 6 INCHES.  IT IS
 NN0717'83.23 FEET SOUTHWEST OF REFERENCE MARK NO. 1.
 NN0717'
 NN0717'AZIMUTH MARK IS SOUTHWEST OF STATION, 0.2 MILE SOUTH OF
 NN0717'CROSSROADS, JUST (0.15 MILE) WEST OF STATION, 1 FOOT NORTH
 NN0717'OF FENCE CORNER, 1/2 FOOT WEST OF FENCE LINE, 6 PACES EAST
 NN0717'OF CENTERLINE OF ROAD AND PROJECTS 4 INCHES.
 NN0717'
 NN0717'ALL STATION VISIBLE FROM THE GROUND.
 NN0717'
 NN0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0717'AS DESCRIBED.
 NN0717'
 NN0717'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NN0717
 NN0717                          STATION RECOVERY (1940)
 NN0717
 NN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0717'STATION RECOVERED AS DESCRIBED BY J.D.T., IN 1936.  ALL
 NN0717'MARKS FOUND IN GOOD CONDITION.  ALL MEASUREMENTS CHECK AS
 NN0717'DESCRIBED.
 NN0717
 NN0717                          STATION RECOVERY (1948)
 NN0717
 NN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0717'THE STATION WAS RECOVERED AS DESCRIBED BY J.D.T. IN 1936
 NN0717'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 NN0717'THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 NN0717'THE ROADS AND FENCES IN THE VICINITY HAVE BEEN CHANGED.  A
 NN0717'COMPLETE NEW DESCRIPTION FOLLOWS.
 NN0717'
 NN0717'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF BONESTEEL,
 NN0717'ABOUT 7 MILES SOUTH-SOUTHWEST OF ST. CHARLES, AND ABOUT 3/4
 NN0717'MILE SOUTH OF THE SOUTH DAKOTA-NEBRASKA STATE LINE.  IT IS
 NN0717'32 FEET NORTH OF A TRACK ROAD, AND IS SET IN AN EAST-WEST
 NN0717'FENCE LINE.  THE DISK IS STAMPED MESSLER 1936 AND PROJECTS
 NN0717'6 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 1 IS 86.23 FEET EAST OF THE STATION, 32
 NN0717'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH
 NN0717'OF THE FENCE LINE.  THE DISK IS STAMPED MESSLER NO 1 1936
 NN0717'AND PROJECTS 6 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 2 IS 59.73 FEET SOUTH-SOUTHEAST OF THE
 NN0717'STATION, AND 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 NN0717'THE DISK IS STAMPED MESSLER NO 2 1936 AND PROJECTS 6 INCHES.
 NN0717'
 NN0717'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NN0717'0.2 MILE SOUTH OF A CROSSROAD, AND 22 FEET EAST OF A NORTH-SOUTH
 NN0717'ROAD.  THE DISK IS STAMPED MESSLER 1936 AND PROJECTS 4 INCHES.
 NN0717'
 NN0717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NN0717'TRACK ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN LEFT AND
 NN0717'GO SOUTH FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NN0717'
 NN0717'TO REACH THE STATION FROM THE DEPOT IN ST. CHARLES, GO WEST
 NN0717'ON U.S. HIGHWAY 18 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 NN0717'LEFT AND GO SOUTH ON A GRAVELLED ROAD FOR 7.05 MILES TO A
 NN0717'CROSS ROAD.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR 0.8
 NN0717'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT
 NN0717'AS DESCRIBED.
 NN0717'
 NN0717'(NOTE--METERS AND FEET FOR R.M. NO. 1 DO NOT CHECK)
 NN0717'
 NN0717'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0717
 NN0717                          STATION RECOVERY (1969)
 NN0717
 NN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NN0717'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 NN0717'GOOD CONDITION.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION,
 NN0717'BUT WAS IN DANGER OF BEING DESTROYED BY EROSION DUE TO GRADER
 NN0717'OPERATIONS.  A NEW AZIMUTH MARK WAS SET AND THE 1936 AZIMUTH
 NN0717'MARK WAS DESTROYED.
 NN0717'
 NN0717'A NEW DESCRIPTION FOLLOWS--
 NN0717'
 NN0717'STATION IS LOCATED ALONG THE NORTH SIDE OF A SECTION LINE
 NN0717'ROAD, 10-1/2 MILES SOUTHWEST OF BONESTEEL AND 2-1/2 MILES
 NN0717'NORTHWEST OF NAPER.  STATION, A STANDARD DISK SET IN THE TOP
 NN0717'OF A SQUARE CONCRETE POST AND STAMPED MESSLER 1936 IS 33
 NN0717'FEET NORTH OF THE CENTERLINE OF SECTION LINE ROAD, 1 FOOT
 NN0717'EAST OF A WITNESS POST AND IN THE FENCELINE.  THE MARK PROJECTS
 NN0717'4 INCHES.
 NN0717'
 NN0717'TO REACH FROM THE MAIN CROSSROADS IN THE VILLAGE OF NAPER,
 NN0717'GO NORTH ON GRAVELED ROAD FOR 0.75 MILE TO CROSSROADS.  TURN
 NN0717'LEFT AND GO WEST ON GRAVELED ROAD FOR 1 MILE TO CROSSROAD.
 NN0717'TURN RIGHT AND GO NORTH FOR 0.8 MILE TO AZIMUTH MARK ON LEFT
 NN0717'(WEST) SIDE OF ROAD.  CONTINUE NORTH 0.2 MILE TO CROSSROAD.
 NN0717'TURN RIGHT AND GO EAST 0.2 MILE TO STATION ON LEFT (NORTH)
 NN0717'SIDE OF ROAD AS DESCRIBED.
 NN0717'
 NN0717'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF
 NN0717'A SQUARE CONCRETE POST AND STAMPED MESSLER NO 1 1936, IS
 NN0717'32 FEET NORTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF
 NN0717'FENCELINE.  THE MARK PROJECTS 3 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF
 NN0717'A SQUARE CONCRETE POST AND STAMPED MESSLER NO 2 1936 IS 23
 NN0717'FEET SOUTH OF THE CENTER LINE OF ROAD.  THE MARK PROJECTS
 NN0717'2 INCHES.
 NN0717'
 NN0717'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 NN0717'POST AND STAMPED MESSLER 1936 1969 IS 27 FEET WEST OF THE
 NN0717'CENTERLINE OF ROAD, 1 FOOT SOUTH OF A WITNESS POST AND 1 FOOT
 NN0717'EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES.
 NN0717'
 NN0717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 NN0717'MI NW OF NAPER
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1263 ***********************************************************************
 LH1263  DESIGNATION -  METHODIST CHURCH SPIRE
 LH1263  PID         -  LH1263
 LH1263  STATE/COUNTY-  NE/ADAMS
 LH1263  COUNTRY     -  US
 LH1263  USGS QUAD   -  KENESAW (2017)
 LH1263
 LH1263                         *CURRENT SURVEY CONTROL
 LH1263  ______________________________________________________________________
 LH1263* NAD 83(1995) POSITION- 40 30 35.81309(N) 098 38 50.93380(W)   ADJUSTED
 LH1263  ______________________________________________________________________
 LH1263  GEOID HEIGHT    -        -25.203 (meters)                     GEOID18
 LH1263  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 LH1263  HORZ ORDER      -  THIRD
 LH1263
 LH1263.The horizontal coordinates were established by classical geodetic methods
 LH1263.and adjusted by the National Geodetic Survey in August 1997.
 LH1263
 LH1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1263.GEOID18 height accuracy estimate available here.
 LH1263
 LH1263.Click photographs - Photos may exist for this station.
 LH1263
 LH1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1263
 LH1263. The following values were computed from the NAD 83(1995) position.
 LH1263
 LH1263;                    North         East     Units Scale Factor Converg.
 LH1263;SPC NE       -    76,021.277   614,606.371   MT  0.99980829   +0 53 46.7
 LH1263;SPC NE       -   249,413.14  2,016,421.07   sFT  0.99980829   +0 53 46.7
 LH1263;UTM  14      - 4,484,418.650   529,865.860   MT  0.99961098   +0 13 44.4
 LH1263
 LH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2986584418(NAD 83)
 LH1263
 LH1263                          SUPERSEDED SURVEY CONTROL
 LH1263
 LH1263  NAD 83(1986)-  40 30 35.81981(N)    098 38 50.93353(W) AD(       ) 3
 LH1263  NAD 27      -  40 30 35.77000(N)    098 38 49.69000(W) AD(       ) 3
 LH1263  USSD        -  40 30 35.82000(N)    098 38 49.69000(W) AD(       ) 3
 LH1263
 LH1263.Superseded values are not recommended for survey control.
 LH1263
 LH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1263.See file dsdata.pdf to determine how the superseded data were derived.
 LH1263
 LH1263_MARKER: 90 = CHURCH SPIRE
 LH1263
 LH1263  HISTORY     - Date     Condition        Report By
 LH1263  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1263  HISTORY     - 1935     GOOD             CGS
 LH1263
 LH1263                          STATION DESCRIPTION
 LH1263
 LH1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1263'AT THE PRESENT TIME, THERE IS NO CHURCH IN SEC. 2, T. 6 N.,
 LH1263'R. 12 W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0554 ***********************************************************************
 MN0554  DESIGNATION -  MEYER
 MN0554  PID         -  MN0554
 MN0554  STATE/COUNTY-  NE/CHEYENNE
 MN0554  COUNTRY     -  US
 MN0554  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0554
 MN0554                         *CURRENT SURVEY CONTROL
 MN0554  ______________________________________________________________________
 MN0554* NAD 83(1995) POSITION- 41 14 21.93428(N) 103 11 04.82955(W)   ADJUSTED
 MN0554* NAVD 88 ORTHO HEIGHT -  1351.    (meters)     4432.    (feet) SCALED
 MN0554  ______________________________________________________________________
 MN0554  GEOID HEIGHT    -        -19.578 (meters)                     GEOID18
 MN0554  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 MN0554  HORZ ORDER      -  SECOND
 MN0554
 MN0554.The horizontal coordinates were established by classical geodetic methods
 MN0554.and adjusted by the National Geodetic Survey in August 1997.
 MN0554
 MN0554.The orthometric height was scaled from a topographic map.
 MN0554
 MN0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0554.GEOID18 height accuracy estimate available here.
 MN0554
 MN0554.Click photographs - Photos may exist for this station.
 MN0554
 MN0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0554
 MN0554. The following values were computed from the NAD 83(1995) position.
 MN0554
 MN0554;                    North         East     Units Scale Factor Converg.
 MN0554;SPC NE       -   161,026.950   233,177.355   MT  0.99966935   -2 06 37.7
 MN0554;SPC NE       -   528,302.59    765,016.04   sFT  0.99966935   -2 06 37.7
 MN0554;UTM  13      - 4,566,925.075   652,121.200   MT  0.99988480   +1 11 48.9
 MN0554
 MN0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0554!SPC NE       -   0.99979126  x   0.99966935  =   0.99946068
 MN0554!UTM  13      -   0.99979126  x   0.99988480  =   0.99967608
 MN0554
 MN0554:                Primary Azimuth Mark                     Grid Az
 MN0554:SPC NE       -  MEYER AZ MK                              358 28 02.3
 MN0554:UTM  13      -  MEYER AZ MK                              355 09 35.7
 MN0554
 MN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5212166925(NAD 83)
 MN0554
 MN0554|---------------------------------------------------------------------|
 MN0554| PID    Reference Object                     Distance      Geod. Az  |
 MN0554|                                                           dddmmss.s |
 MN0554| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX. 7.5 KM 1092724.3 |
 MN0554| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX. 7.4 KM 1104248.0 |
 MN0554| CP7747 MEYER RM 2                           19.856 METERS 18906     |
 MN0554| CP7746 MEYER RM 1                           23.121 METERS 35208     |
 MN0554| CP7745 MEYER AZ MK                                        3562124.6 |
 MN0554|---------------------------------------------------------------------|
 MN0554
 MN0554                          SUPERSEDED SURVEY CONTROL
 MN0554
 MN0554  NAD 83(1993)-  41 14 21.93318(N)    103 11 04.82963(W) AD(       ) 2
 MN0554  NAD 83(1986)-  41 14 21.92671(N)    103 11 04.83018(W) AD(       ) 2
 MN0554  NAD 27      -  41 14 21.99310(N)    103 11 03.08500(W) AD(       ) 2
 MN0554
 MN0554.Superseded values are not recommended for survey control.
 MN0554
 MN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0554.See file dsdata.pdf to determine how the superseded data were derived.
 MN0554
 MN0554_MARKER: DS = TRIANGULATION STATION DISK
 MN0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0554_STAMPING: MEYER 1963
 MN0554_MARK LOGO: CGS
 MN0554_PROJECTION: RECESSED 30 CENTIMETERS
 MN0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0554+STABILITY: SURFACE MOTION
 MN0554
 MN0554  HISTORY     - Date     Condition        Report By
 MN0554  HISTORY     - 1963     MONUMENTED       CGS
 MN0554
 MN0554                          STATION DESCRIPTION
 MN0554
 MN0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0554'THE STATION IS LOCATED IN PASTURE LAND OWNED BY MR. JOHN D.
 MN0554'MEYER, 13 MILES NORTHWEST OF SIDNEY, 7-1/4 MILES EAST-NORTHEAST
 MN0554'OF POTTER AND 4 MILES WEST-NORTHWEST OF ORDVILLE.
 MN0554'
 MN0554'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, DRIVE
 MN0554'WEST ON ILLINOIS AVE AND U.S. HIGHWAY 30 FOR 8.25 MILES TO THE
 MN0554'JUNCTION OF STATE SPUR 230.  CONTINUE WEST ON U.S. HIGHWAY 30
 MN0554'FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE NORTH
 MN0554'ON A GRADED ROAD FOR 2.3 MILES TO THE TOP OF A HILL AND THE
 MN0554'STATION ON THE EAST SIDE OF THE ROAD.
 MN0554'
 MN0554'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON THE
 MN0554'GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE WEST SIDE
 MN0554'OF THE ROAD.
 MN0554'
 MN0554'THE STATION IS A STANDARD DISK, STAMPED MEYER 1963, SET IN
 MN0554'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0554'IN DIAMETER AND SET 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 MN0554'46 FEET EAST OF THE CENTER OF A GRADED NORTH-SOUTH ROAD, 11.6
 MN0554'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE ALONG THE ROAD AND
 MN0554'11.0 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 MN0554'
 MN0554'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEYER NO 1 1963,
 MN0554'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0554'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0554'SURFACE.  IT IS 35 FEET EAST OF THE CENTER OF A GRADED NORTH-SOUTH
 MN0554'ROAD AND 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE ALONG
 MN0554'THE ROAD.
 MN0554'
 MN0554'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEYER NO 2 1963,
 MN0554'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0554'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0554'SURFACE.  IT IS 35 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0554'GRADED ROAD AND 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE
 MN0554'ALONG THE ROAD.
 MN0554'
 MN0554'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MEYER 1963, SET
 MN0554'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0554'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 MN0554'IT IS 38 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD
 MN0554'2.0 FEET SOUTH-SOUTHEAST OF A CORNER POST, 2.0 FEET
 MN0554'NORTH-NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 MN0554'1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE ALONG THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0486 ***********************************************************************
 MM0486  CBN         -  This is a Cooperative Base Network Control Station.
 MM0486  DESIGNATION -  MEYER RESET
 MM0486  PID         -  MM0486
 MM0486  STATE/COUNTY-  NE/ARTHUR
 MM0486  COUNTRY     -  US
 MM0486  USGS QUAD   -  BEAN SOUP LAKE (2017)
 MM0486
 MM0486                         *CURRENT SURVEY CONTROL
 MM0486  ______________________________________________________________________
 MM0486* NAD 83(2011) POSITION- 41 38 26.83669(N) 101 35 57.84132(W)   ADJUSTED
 MM0486* NAD 83(2011) ELLIP HT-  1159.865 (meters)        (06/27/12)   ADJUSTED
 MM0486* NAD 83(2011) EPOCH   -  2010.00
 MM0486* NAVD 88 ORTHO HEIGHT -  1180.1   (meters)     3872.    (feet) GPS OBS
 MM0486  ______________________________________________________________________
 MM0486  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MM0486  GEOID HEIGHT    -        -19.922 (meters)                     GEOID93
 MM0486  GEOID HEIGHT    -        -20.271 (meters)                     GEOID18
 MM0486  NAD 83(2011) X  -   -959,991.426 (meters)                     COMP
 MM0486  NAD 83(2011) Y  - -4,676,962.060 (meters)                     COMP
 MM0486  NAD 83(2011) Z  -  4,216,641.326 (meters)                     COMP
 MM0486  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 MM0486
 MM0486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0486  Standards:
 MM0486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0486  -------------------------------------------------------------------
 MM0486  NETWORK    0.49   1.35           0.23   0.15   0.69     -0.03688421
 MM0486  -------------------------------------------------------------------
 MM0486  Click here for local accuracies and other accuracy information.
 MM0486
 MM0486.The horizontal coordinates were established by GPS observations
 MM0486.and adjusted by the National Geodetic Survey in June 2012.
 MM0486
 MM0486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0486.been affixed to the stable North American tectonic plate. See 
 MM0486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0486
 MM0486.The horizontal coordinates are valid at the epoch date displayed above
 MM0486.which is a decimal equivalence of Year/Month/Day.
 MM0486
 MM0486.The orthometric height was determined by GPS observations and a
 MM0486.high-resolution geoid model.
 MM0486
 MM0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0486.GEOID18 height accuracy estimate available here.
 MM0486
 MM0486.Click photographs - Photos may exist for this station.
 MM0486
 MM0486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0486
 MM0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0486
 MM0486.The ellipsoidal height was determined by GPS observations
 MM0486.and is referenced to NAD 83.
 MM0486
 MM0486. The following values were computed from the NAD 83(2011) position.
 MM0486
 MM0486;                    North         East     Units Scale Factor Converg.
 MM0486;SPC NE       -   201,905.425   366,798.551   MT  0.99966136   -1 03 35.7
 MM0486;SPC NE       -   662,418.05  1,203,404.91   sFT  0.99966136   -1 03 35.7
 MM0486;UTM  14      - 4,613,158.860   283,508.550   MT  1.00017680   -1 43 40.3
 MM0486
 MM0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0486!SPC NE       -   0.99981811  x   0.99966136  =   0.99947953
 MM0486!UTM  14      -   0.99981811  x   1.00017680  =   0.99999488
 MM0486
 MM0486:                Primary Azimuth Mark                     Grid Az
 MM0486:SPC NE       -  MEYER RM 3                               089 35 51.5
 MM0486:UTM  14      -  MEYER RM 3                               090 15 56.1
 MM0486
 MM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8350813158(NAD 83)
 MM0486
 MM0486|---------------------------------------------------------------------|
 MM0486| PID    Reference Object                     Distance      Geod. Az  |
 MM0486|                                                           dddmmss.s |
 MM0486| MM0487 T19N R37W SECS 4 5 8 9                8.518 METERS 02955     |
 MM0486| CP7744 MEYER RM 3                                         0883215.8 |
 MM0486| CP7742 MEYER AZ MK                                        0884949.5 |
 MM0486| CP7743 MEYER RM 2                           16.087 METERS 29525     |
 MM0486|---------------------------------------------------------------------|
 MM0486
 MM0486                          SUPERSEDED SURVEY CONTROL
 MM0486
 MM0486  NAD 83(2007)-  41 38 26.83656(N)    101 35 57.84219(W) AD(2002.00) 0
 MM0486  ELLIP H (02/10/07) 1159.890  (m)                       GP(2002.00)    
 MM0486  ELLIP H (09/24/01) 1159.870  (m)                       GP(       ) 4 1
 MM0486  NAD 83(1995)-  41 38 26.83610(N)    101 35 57.84198(W) AD(       ) B
 MM0486  ELLIP H (06/25/96) 1159.914  (m)                       GP(       ) 1 1
 MM0486  ELLIP H (01/07/93) 1159.739  (m)                       GP(       ) 4 2
 MM0486  NAD 83(1986)-  41 38 26.83695(N)    101 35 57.84610(W) AD(       ) 1
 MM0486  NAD 27      -  41 38 26.87800(N)    101 35 56.21500(W) AD(       ) 1
 MM0486  NGVD 29 (07/19/86) 1179.6    (m)         3870.     (f) VERT ANG       
 MM0486
 MM0486.Superseded values are not recommended for survey control.
 MM0486
 MM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0486.See file dsdata.pdf to determine how the superseded data were derived.
 MM0486
 MM0486_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0486_STAMPING: MEYER 1946 1973
 MM0486_MARK LOGO: CGS
 MM0486_PROJECTION: FLUSH
 MM0486_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0486+STABILITY: SURFACE MOTION
 MM0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0486+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2022
 MM0486
 MM0486  HISTORY     - Date     Condition        Report By
 MM0486  HISTORY     - 1973     MONUMENTED       NGS
 MM0486  HISTORY     - 1973     GOOD             NGS
 MM0486  HISTORY     - 1974     GOOD             NGS
 MM0486  HISTORY     - 19890707 GOOD             NGS
 MM0486  HISTORY     - 19950517 GOOD             NGS
 MM0486  HISTORY     - 20050927 GOOD             NEDR
 MM0486  HISTORY     - 20220304 GOOD             NEGS
 MM0486
 MM0486                          STATION DESCRIPTION
 MM0486
 MM0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0486'THE STATION WAS RECOVERED WITH THE SURFACE MARK EXPOSED BY
 MM0486'WIND EROSION.  THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE
 MM0486'MARK 2 AND THE GLO SECTION CORNER MARK WHICH SERVES AS REFERENCE
 MM0486'MARK 1 WERE RECOVERED IN GOOD CONDITION.  THE UNDERGROUND STATION
 MM0486'MARK WAS LOWERED AND A NEW SURFACE MARK WAS SET.  A NEW
 MM0486'REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO THE GLO MARK
 MM0486'MEASURED 0.040 M. LONGER AND THE ANGLE WAS 09 FT 19 IN
 MM0486'SMALLER THAN IN 1946 WHILE THE DISTANCE TO REFERENCE MARK 2
 MM0486'WAS .076 M. LONGER AND THE ANGLE WAS 03 FT 06 IN LARGER THAN
 MM0486'IN 1946 WHICH MIGHT SUGGEST THE UNDERGROUND MARK HAD BEEN
 MM0486'DISTURBED WHEN THE SURFACE MARK FELL OVER IT.  A COMPLETE
 MM0486'DESCRIPTION FOLLOWS--
 MM0486'
 MM0486'THE STATION IS LOCATED ABOUT 33 MILES WEST OF TRYON, 26 MILES
 MM0486'SOUTH-SOUTHEAST OF HYANNIS, AND 7 MILES NORTHEAST OF ARTHUR ON
 MM0486'A HIGH GRASSY RIDGE IN PASTURE LAND LEASED BY MR. JACK KRAMER
 MM0486'WHO LIVES ABOUT 2 MILES EAST OF THE STATION.
 MM0486'
 MM0486'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 MM0486'IN ARTHUR GO NORTH ON STATE HIGHWAYS 61 AND 92 FOR 0.7 MILE
 MM0486'TO A FORK AND HIGHWAY JUNCTION.  TAKE THE RIGHT FORK AND GO
 MM0486'NORTH THEN EAST ON STATE HIGHWAY 92 FOR 4.8 MILES TO A NARROW
 MM0486'PAVED SIDE ROAD ON THE LEFT AND SIGN JACK KRAMER 4.  TURN
 MM0486'LEFT AND GO NORTH ON ONE LANE PAVED ROAD 2.9 MILES TO THE KRAMER
 MM0486'RANCH ROAD ON THE RIGHT AND WIRE GATE ON LEFT.  TURN LEFT THEN
 MM0486'IMMEDIATELY RIGHT AND GO NORTH IN FIELD ALONG WEST SIDE OF
 MM0486'FENCE 0.25 MILE.  AT THIS POINT LEAVE FENCELINE AND GO
 MM0486'NORTHWEST ACROSS PASTURE 0.2 MILE TO EAST-WEST FENCE LINE AT
 MM0486'TOP OF GRASSY BENCH AND REFERENCE MARK 3.  CONTINUE WEST
 MM0486'UPHILL ALONG SOUTH SIDE OF FENCELINE 0.3 MILE TO STATION AT
 MM0486'SUMMIT OF RIDGE.
 MM0486'
 MM0486'THE STATION MARK IS A STANDARD DISK STAMPED MEYER 1946 1973
 MM0486'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MM0486'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 29.1 FEET
 MM0486'SOUTH-SOUTHWEST OF A FENCELINE T INTERSECTION AND 24.8 FEET
 MM0486'SOUTH-SOUTHEAST OF A METAL WITNESS POST SET IN THE EAST-WEST
 MM0486'FENCELINE.
 MM0486'
 MM0486'A U.S. GENERAL LAND OFFICE SECTION CORNER MARK SERVES AS
 MM0486'REFERENCE MARK 1.  IT IS A STANDARD BRASS CAP STAMPED T19N
 MM0486'R37W S5 S4 S8 S9 2 RIVETED TO THE TOP OF A 2-INCH IRON PIPE
 MM0486'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 16.9 FEET EAST OF THE
 MM0486'METAL WITNESS POST IN THE FENCELINE, 1 FOOT SOUTH OF THE
 MM0486'FENCE T INTERSECTION AND ABOUT 3 FEET LOWER THAN THE STATION.
 MM0486'
 MM0486'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEYER NO 2 1946
 MM0486'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0486'PROJECTING 16 INCHES ABOVE GROUND.  IT IS 44.2 FEET WEST OF THE
 MM0486'METAL WITNESS POST IN THE FENCELINE, 6 INCHES SOUTH OF THE
 MM0486'FENCELINE, AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MM0486'
 MM0486'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MEYER NO 3 1946
 MM0486'1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 MM0486'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 2.8
 MM0486'FEET EAST OF A METAL WITNESS POST WITH SIGN IN THE FENCELINE,
 MM0486'AND 6 INCHES SOUTH OF THE FENCELINE.
 MM0486'
 MM0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 MM0486'NORTHEAST OF ARTHUR.
 MM0486
 MM0486                          STATION RECOVERY (1973)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MM0486'RECOVERED IN GOOD CONDITION.
 MM0486
 MM0486                          STATION RECOVERY (1974)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SF)
 MM0486'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  RM 2
 MM0486'WAS BEING AFFECTED BY WIND EROSION.  RM 1 AND RM 3 ARE IN GOOD
 MM0486'CONDITION.
 MM0486'
 MM0486'THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR GEOCEIVER
 MM0486'STATION 51041.
 MM0486'
 MM0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MM0486'7 MILES NORTHEAST OF ARTHUR.
 MM0486
 MM0486                          STATION RECOVERY (1989)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0486'THE STATION IS LOCATED ABOUT 53 KM (32.95 MI) WEST OF TYRON, 41 KM
 MM0486'(25.50 MI) SOUTH-SOUTHEAST OF HYANNIS, 11 KM (6.85 MI) NORTHEAST OF
 MM0486'ARTHUR ON A HIGH GRASSY RIDGE IN A PASTURE LEASED BY MR CHET KRAMER
 MM0486'WHO LIVES ABOUT 3.2 KM (2.00 MI) EAST OF THE STATION, TELEPHONE
 MM0486'308-764-2371.
 MM0486'TO REACH THE STATION FROM THE U.S. POST OFFICE ON THE MAIN STREET IN
 MM0486'ARTHUR, GO NORTH ON STATE ROUTES 61 AND 92 FOR 1.12 KM (0.70 MI) TO A
 MM0486'FORK AND HIGHWAY JUNCTION.  TAKE THE RIGHT FORK AND GO NORTH THEN EAST
 MM0486'ON STATE ROUTE 92 FOR 8.29 KM (5.15 MI) TO A NARROW PAVED SIDE ROAD ON
 MM0486'THE LEFT AND A SIGN --CHET KRAMER 4--.  TURN LEFT AND GO NORTH ON THE
 MM0486'ONE LANE PAVE ROAD FOR 5.07 KM (3.15 MI) TO THE KRAMER RANCH ROAD ON
 MM0486'THE RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT THEN IMMEDIATELY
 MM0486'RIGHT AND GO NORTH IN A FIELD ALONG THE WEST SIDE OF A FENCE FOR 0.40
 MM0486'KM (0.25 MI), THEN BEAR LEFT LEAVING THE FENCELINE AND GO NORTHWEST
 MM0486'ACROSS A PASTURE FOR 0.32 KM (0.20 MI) TO AN EAST-WEST FENCELINE AT
 MM0486'THE TOP OF A GRASSY BENCH AND REFERENCE MARK 3.  CONTINUE WEST UPHILL
 MM0486'ALONG THE SOUTH SIDE OF THE FENCELINE FOR 0.16 KM (0.10 MI) TO A GATE.
 MM0486'PASS THROUGH THE GATE AND CONTINUE WEST ALONG THE SOUTH SIDE OF THE
 MM0486'FENCE FOR 0.32 KM (0.20 MI) TO THE STATION AT THE SUMMIT OF THE RIDGE.
 MM0486'THE STATION MARK IS SET 8.87 M (29.1 FT) SOUTH-SOUTHWEST OF A
 MM0486'FENCELINE T-INTERSECTION, 8.53 M (28.0 FT) SOUTH-SOUTHWEST OF A
 MM0486'STANDARD BRASS CAP RIVETED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING
 MM0486'4 INCHES ABOVE THE SURFACE SERVING AS A U.S. GENERAL LAND OFFICE
 MM0486'SECTION CORNER MARK AND REFERENCE MARK 1 AND STAMPED ---T19N R37W S5
 MM0486'S4 S8 S9 2---, 7.56 M (24.8 FT) SOUTH-SOUTHEAST OF A WITNESS POST IN
 MM0486'THE EAST-WEST FENCELINE.
 MM0486'REDESCRIBED FROM SHEAS 1973 RECOVERY, VERIFIED BY R.D.BALL, TYPED BY
 MM0486'E.A.RICE.
 MM0486
 MM0486                          STATION RECOVERY (1995)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0486'THE MARK IS LOCATED ABOUT 25.5 MI (41.0 KM) SOUTH-SOUTHEAST OF
 MM0486'HYANNIS, 6.75 MI (10.86 KM) NORTHEAST OF ARTHUR, 5.0 MI (8.0 KM) EAST
 MM0486'OF STATE HIGHWAY 61, 3.0 MI (4.8 KM) NORTH OF STATE HIGHWAY 92, IN
 MM0486'PASTURE LAND, IN THE NORTHEAST CORNER OF SEC8, T19N, R37W.
 MM0486'OWNERSHIP-THE ROBERT LUTE II TRUST.  PERMISSION GIVEN BY MICK KNOTT,
 MM0486'MEMBER OF THE TRUST, HC88, BOX 64, HYANNIS NE, TELEPHONE 308-764-2293.
 MM0486'TO REACH THE MARK FROM THE COURTHOUSE IN ARTHUR, GO NORTH ON STATE
 MM0486'HIGHWAYS 61 AND 92 FOR 0.75 MI (1.21 KM) TO WHERE HIGHWAY 92 TURNS
 MM0486'RIGHT.  TURN RIGHT AND GO EAST ON HIGHWAY 92 FOR 4.9 MI (7.9 KM) TO A
 MM0486'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED, ONE-LANE,
 MM0486'ROAD FOR 3.15 MI (5.07 KM) TO A GATE ON THE LEFT, OPPOSITE A DRIVE TO
 MM0486'MR. KNOTTS HOME.  TURN LEFT, PASS THROUGH THE GATE, THEN TURN RIGHT
 MM0486'AND GO NORTH, ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MI (0.40 KM),
 MM0486'THEN BEAR LEFT AND GO NORTHWEST ACROSS A PASTURE FOR 0.2 MI (0.3 KM)
 MM0486'TO AN EAST/WEST FENCE LINE AND REFERENCE MARK 3.  CONTINUE WEST,
 MM0486'UPHILL, FOR 0.1 MI (0.2 KM) TO A GATE.  PASS THROUGH THE GATE AND
 MM0486'CONTINUE WESTERLY ALONG THE FENCE FOR 0.2 MI (0.3 KM) TO THE TOP OF A
 MM0486'HIGH HILL AND THE MARK.  THE DISK IS SET INTO THE TOP OF A ROUND
 MM0486'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 29.1 FT (8.9
 MM0486'M) SOUTH-SOUTHWEST OF A T-FENCE CORNER, 28.0 FT (8.5 M)
 MM0486'SOUTH-SOUTHWEST OF A PIPE AND CAP, THE SECTION CORNER MARK
 MM0486'STAMPED--T19N R37W S5 S4 S8 S9 2--AND 24.8 FT (7.6 M) SOUTH-SOUTHEAST
 MM0486'OF A WITNESS POST IN AN EAST/WEST FENCE.  REBAR WAS DRIVEN ALONG THE
 MM0486'SOUTH SIDE OF THE MARK.
 MM0486
 MM0486                          STATION RECOVERY (2005)
 MM0486
 MM0486'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0486'RM 1,2 AND 3 FOUND IN GOOD CONDITION.
 MM0486
 MM0486                          STATION RECOVERY (2022)
 MM0486
 MM0486'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (PS)
 MM0486'THE MARK IS LOCATED APPROX. 7 MILES NORTHEAST OF ARTHUR, NE.  NO
 MM0486'ADDITIONAL INFORMATION HAS BEEN ADDED TO THE 1995 STATION RECOVERY BUT
 MM0486'PHOTOS ARE NOW AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0734 ***********************************************************************
 NP0734  DESIGNATION -  MICRO
 NP0734  PID         -  NP0734
 NP0734  STATE/COUNTY-  NE/SIOUX
 NP0734  COUNTRY     -  US
 NP0734  USGS QUAD   -  UNIVERSITY LAKE NW (2017)
 NP0734
 NP0734                         *CURRENT SURVEY CONTROL
 NP0734  ______________________________________________________________________
 NP0734* NAD 83(1995) POSITION- 42 07 43.29527(N) 103 40 33.66549(W)   ADJUSTED
 NP0734* NAVD 88 ORTHO HEIGHT -  1494.8   (meters)     4904.    (feet) VERTCON
 NP0734  ______________________________________________________________________
 NP0734  GEOID HEIGHT    -        -18.198 (meters)                     GEOID18
 NP0734  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 NP0734  HORZ ORDER      -  THIRD
 NP0734
 NP0734.The horizontal coordinates were established by classical geodetic methods
 NP0734.and adjusted by the National Geodetic Survey in August 1997.
 NP0734
 NP0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0734
 NP0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0734.GEOID18 height accuracy estimate available here.
 NP0734
 NP0734.Click photographs - Photos may exist for this station.
 NP0734
 NP0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0734
 NP0734. The following values were computed from the NAD 83(1995) position.
 NP0734
 NP0734;                    North         East     Units Scale Factor Converg.
 NP0734;SPC NE       -   261,307.079   196,230.898   MT  0.99971763   -2 26 09.9
 NP0734;SPC NE       -   857,304.98    643,800.87   sFT  0.99971763   -2 26 09.9
 NP0734;UTM  13      - 4,664,913.227   609,428.806   MT  0.99974734   +0 53 17.6
 NP0734
 NP0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0734!SPC NE       -   0.99976846  x   0.99971763  =   0.99948615
 NP0734!UTM  13      -   0.99976846  x   0.99974734  =   0.99951586
 NP0734
 NP0734:                Primary Azimuth Mark                     Grid Az
 NP0734:SPC NE       -  NORTH                                    179 43 44.0
 NP0734:UTM  13      -  NORTH                                    176 24 16.5
 NP0734
 NP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0942864913(NAD 83)
 NP0734
 NP0734|---------------------------------------------------------------------|
 NP0734| PID    Reference Object                     Distance      Geod. Az  |
 NP0734|                                                           dddmmss.s |
 NP0734| MN0641 NORTH                               APPROX.14.4 KM 1771734.1 |
 NP0734|---------------------------------------------------------------------|
 NP0734
 NP0734                          SUPERSEDED SURVEY CONTROL
 NP0734
 NP0734  NAD 83(1993)-  42 07 43.29459(N)    103 40 33.66631(W) AD(       ) 3
 NP0734  NAD 83(1986)-  42 07 43.28748(N)    103 40 33.67681(W) AD(       ) 3
 NP0734  NGVD 29 (09/11/89) 1494.1    (m)         4902.     (f) VERT ANG       
 NP0734
 NP0734.Superseded values are not recommended for survey control.
 NP0734
 NP0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0734.See file dsdata.pdf to determine how the superseded data were derived.
 NP0734
 NP0734_MARKER: DD = SURVEY DISK
 NP0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0734_STAMPING: MICRO ET 1963
 NP0734_MARK LOGO: USGS
 NP0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0734+STABILITY: SURFACE MOTION
 NP0734
 NP0734  HISTORY     - Date     Condition        Report By
 NP0734  HISTORY     - 1963     MONUMENTED       USGS
 NP0734
 NP0734                          STATION DESCRIPTION
 NP0734
 NP0734'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NP0734'STATION LOCATED ABOUT 18.5 MI. N. AND 0.5 MI. W. OF SCOTTSBLUFF,
 NP0734'SCOTTS BLUFF COUNTY, NEBRASKA.  ABOUT 18 MI. N. AND 300 FT. E. OF THE
 NP0734'JUNCTION OF STATE HIGHWAY 71 AND U.S. HIGHWAY 26 IN WESTERN PORTION OF
 NP0734'SCOTTSBLUFF.  ABOUT 200 FT. ENE. OF A MICROWAVE TOWER ON THE HIGHEST
 NP0734'HILL IN THE VICINITY.
 NP0734'
 NP0734'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING ABOUT
 NP0734'0.3 FT., STAMPED---MICRO-ET 1963---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0786 ***********************************************************************
 NN0786  DESIGNATION -  MID
 NN0786  PID         -  NN0786
 NN0786  STATE/COUNTY-  NE/ROCK
 NN0786  COUNTRY     -  US
 NN0786  USGS QUAD   -  LONG PINE (2017)
 NN0786
 NN0786                         *CURRENT SURVEY CONTROL
 NN0786  ______________________________________________________________________
 NN0786* NAD 83(1995) POSITION- 42 34 44.43224(N) 099 37 50.55195(W)   ADJUSTED
 NN0786* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 NN0786  ______________________________________________________________________
 NN0786  GEOID HEIGHT    -        -23.093 (meters)                     GEOID18
 NN0786  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 NN0786  HORZ ORDER      -  SECOND
 NN0786
 NN0786.The horizontal coordinates were established by classical geodetic methods
 NN0786.and adjusted by the National Geodetic Survey in August 1997.
 NN0786
 NN0786.The orthometric height was scaled from a topographic map.
 NN0786
 NN0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0786.GEOID18 height accuracy estimate available here.
 NN0786
 NN0786.Click photographs - Photos may exist for this station.
 NN0786
 NN0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0786
 NN0786. The following values were computed from the NAD 83(1995) position.
 NN0786
 NN0786;                    North         East     Units Scale Factor Converg.
 NN0786;SPC NE       -   304,922.744   530,312.004   MT  0.99983429   +0 14 41.0
 NN0786;SPC NE       - 1,000,400.70  1,739,865.30   sFT  0.99983429   +0 14 41.0
 NN0786;UTM  14      - 4,714,258.933   448,242.294   MT  0.99963296   -0 25 36.3
 NN0786
 NN0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0786!SPC NE       -   0.99989052  x   0.99983429  =   0.99972483
 NN0786!UTM  14      -   0.99989052  x   0.99963296  =   0.99952352
 NN0786
 NN0786:                Primary Azimuth Mark                     Grid Az
 NN0786:SPC NE       -  LONG PINE                                225 29 17.0
 NN0786:UTM  14      -  LONG PINE                                226 09 34.3
 NN0786
 NN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4824214258(NAD 83)
 NN0786
 NN0786|---------------------------------------------------------------------|
 NN0786| PID    Reference Object                     Distance      Geod. Az  |
 NN0786|                                                           dddmmss.s |
 NN0786| NN0785 LONG PINE                           APPROX. 8.1 KM 2254358.0 |
 NN0786| CO3245 MID RM 1                             10.214 METERS 25313     |
 NN0786| CO3244 MID AZ MK                                          2691427.8 |
 NN0786| CO3246 MID RM 2                             17.029 METERS 33710     |
 NN0786|---------------------------------------------------------------------|
 NN0786
 NN0786                          SUPERSEDED SURVEY CONTROL
 NN0786
 NN0786  NAD 83(1986)-  42 34 44.43856(N)    099 37 50.56388(W) AD(       ) 2
 NN0786  NAD 27      -  42 34 44.43700(N)    099 37 49.13700(W) AD(       ) 2
 NN0786
 NN0786.Superseded values are not recommended for survey control.
 NN0786
 NN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0786.See file dsdata.pdf to determine how the superseded data were derived.
 NN0786
 NN0786_MARKER: DS = TRIANGULATION STATION DISK
 NN0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0786_STAMPING: MID 1949
 NN0786_MARK LOGO: CGS
 NN0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0786+STABILITY: SURFACE MOTION
 NN0786
 NN0786  HISTORY     - Date     Condition        Report By
 NN0786  HISTORY     - 1949     MONUMENTED       CGS
 NN0786  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NN0786
 NN0786                          STATION DESCRIPTION
 NN0786
 NN0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0786'THE STATION IS LOCATED ABOUT 5.25 MILES WEST-NORTHWEST OF
 NN0786'BASSETT AND ABOUT 4.75 MILES NORTHEAST OF LONG PINE.  IT
 NN0786'IS AT THE TOP OF A SMALL RISE ALONG THE RIGHT-OF-WAY OF A
 NN0786'GRADED ROAD, 26.5 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 NN0786'10.0 FEET NORTH OF A FENCE, AND 5.6 FEET WEST OF A WITNESS
 NN0786'POST.  IT PROJECTS 4 INCHES AND IS STAMPED MID 1949.
 NN0786'
 NN0786'REFERENCE MARK NO. 1 IS 35.0 FEET SOUTH OF THE CENTER OF
 NN0786'A GRADED ROAD AND 0.8 OF A FOOT NORTH OF A FENCE.  IT PROJECTS
 NN0786'5 INCHES AND IS STAMPED MID NO 1 1949.
 NN0786'
 NN0786'REFERENCE MARK NO. 2 IS 28.0 FEET NORTH OF THE CENTER OF A
 NN0786'GRADED ROAD AND 0.7 OF A FOOT SOUTH OF A WOVEN WIRE FENCE.
 NN0786'IT PROJECTS 4 INCHES AND IS STAMPED MID NO 2 1949.
 NN0786'
 NN0786'THE AZIMUTH MARK IS 24.0 FEET SOUTH OF THE CENTER OF A GRADED
 NN0786'ROAD, 5.0 FEET NORTH OF A FENCE AND ABOUT 0.05 OF A MILE EAST
 NN0786'OF THE CENTER OF A CROSSROAD.  IT PROJECTS 5 INCHES AND IS
 NN0786'STAMPED MID 1949.
 NN0786'
 NN0786'TO REACH THE STATION FROM THE POST OFFICE IN LONG PINE GO
 NN0786'NORTH ON THE MAIN STREET FOR 0.1 OF A MILE TO STATE ROUTE NO.
 NN0786'55, CONTINUE NORTH ON STATE ROUTE NO. 55 FOR 0.6 OF A MILE
 NN0786'TO THE JUNCTION WITH U.S. HIGHWAY NO. 20, TURN RIGHT ON U.S.
 NN0786'HIGHWAY NO. 20 AND GO EASTERLY TOWARD BASSETT FOR 3.35 MILES
 NN0786'TO A CROSSROAD, TURN LEFT ACROSS RAILROAD TRACKS AND GO
 NN0786'NORTH FOR 1.45 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST
 NN0786'FOR 0.4 OF A MILE TO THE TOP OF A SMALL RISE AND THE STATION
 NN0786'ON THE RIGHT AS DESCRIBED.
 NN0786'
 NN0786'TO REACH THE AZIMUTH MARK GO WEST ON GRADED ROAD FOR 0.35
 NN0786'OF A MILE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NN0786'
 NN0786'A 4 FOOT SIGNAL AT STATION LONG PINE IS VISIBLE AT 4 FEET.
 NN0786'
 NN0786'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0786'
 NN0786'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4 FEET.
 NN0786'
 NN0786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0786
 NN0786                          STATION RECOVERY (1954)
 NN0786
 NN0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NN0786'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0786'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 AND THE AZIMUTH
 NN0786'MARK WHICH HAD BEEN HIT BY ROAD MACHINERY.  THESE MARKS WERE
 NN0786'RESET AND THE STATION MARK WAS MOVED, SO THE CONSTRUCTION
 NN0786'OF THE ROAD COULD BE COMPLETED.  FOR DETAILS, SEE THE DESCRIPTION
 NN0786'OF MID 2 1954.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0584 ***********************************************************************
 NP0584  DESIGNATION -  MID
 NP0584  PID         -  NP0584
 NP0584  STATE/COUNTY-  NE/SHERIDAN
 NP0584  COUNTRY     -  US
 NP0584  USGS QUAD   -  GORDON NW (2017)
 NP0584
 NP0584                         *CURRENT SURVEY CONTROL
 NP0584  ______________________________________________________________________
 NP0584* NAD 83(1995) POSITION- 42 55 25.87365(N) 102 13 20.34504(W)   ADJUSTED
 NP0584* NAVD 88 ORTHO HEIGHT -  1162.    (meters)     3812.    (feet) SCALED
 NP0584  ______________________________________________________________________
 NP0584  GEOID HEIGHT    -        -18.371 (meters)                     GEOID18
 NP0584  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 NP0584  HORZ ORDER      -  FIRST
 NP0584
 NP0584.The horizontal coordinates were established by classical geodetic methods
 NP0584.and adjusted by the National Geodetic Survey in August 1997.
 NP0584
 NP0584.The orthometric height was scaled from a topographic map.
 NP0584
 NP0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0584.GEOID18 height accuracy estimate available here.
 NP0584
 NP0584.Click photographs - Photos may exist for this station.
 NP0584
 NP0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0584
 NP0584. The following values were computed from the NAD 83(1995) position.
 NP0584
 NP0584;                    North         East     Units Scale Factor Converg.
 NP0584;SPC NE       -   345,493.717   318,592.580   MT  0.99996595   -1 28 21.8
 NP0584;SPC NE       - 1,133,507.30  1,045,249.16   sFT  0.99996595   -1 28 21.8
 NP0584;SPC SD S     -    67,355.794   445,796.699   MT  0.99997980   -1 18 11.2
 NP0584;SPC SD S     -   220,983.13  1,462,584.67   sFT  0.99997980   -1 18 11.2
 NP0584;UTM  13      - 4,756,102.669   726,690.224   MT  1.00023224   +1 53 32.9
 NP0584
 NP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0584!SPC NE       -   0.99982076  x   0.99996595  =   0.99978672
 NP0584!SPC SD S     -   0.99982076  x   0.99997980  =   0.99980056
 NP0584!UTM  13      -   0.99982076  x   1.00023224  =   1.00005296
 NP0584
 NP0584:                Primary Azimuth Mark                     Grid Az
 NP0584:SPC NE       -  MID AZ MK                                180 17 37.2
 NP0584:SPC SD S     -  MID AZ MK                                180 07 26.6
 NP0584:UTM  13      -  MID AZ MK                                176 55 42.5
 NP0584
 NP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2669056102(NAD 83)
 NP0584
 NP0584|---------------------------------------------------------------------|
 NP0584| PID    Reference Object                     Distance      Geod. Az  |
 NP0584|                                                           dddmmss.s |
 NP0584| CP9967 MID RM 1                             17.819 METERS 02304     |
 NP0584| NP0580 GORDON MUNICIPAL TANK               APPROX.13.4 KM 1750640.2 |
 NP0584| NP0054 C 35                                               1782758.0 |
 NP0584| CP9966 MID AZ MK                                          1784915.4 |
 NP0584| CP9968 MID RM 2                             11.358 METERS 27738     |
 NP0584|---------------------------------------------------------------------|
 NP0584
 NP0584                          SUPERSEDED SURVEY CONTROL
 NP0584
 NP0584  NAD 83(1986)-  42 55 25.86551(N)    102 13 20.34824(W) AD(       ) 1
 NP0584  NAD 27      -  42 55 25.87200(N)    102 13 18.79600(W) AD(       ) 1
 NP0584
 NP0584.Superseded values are not recommended for survey control.
 NP0584
 NP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0584.See file dsdata.pdf to determine how the superseded data were derived.
 NP0584
 NP0584_MARKER: DS = TRIANGULATION STATION DISK
 NP0584_SETTING: 0 = UNSPECIFIED SETTING
 NP0584
 NP0584  HISTORY     - Date     Condition        Report By
 NP0584  HISTORY     - 1946     MONUMENTED       CGS
 NP0584  HISTORY     - 1968     GOOD             USGS
 NP0584  HISTORY     - 1968     GOOD             CGS
 NP0584  HISTORY     - 1969     GOOD             USGS
 NP0584
 NP0584                          STATION DESCRIPTION
 NP0584
 NP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0584'LOCATED 8.0 MILES NORTH-NORTHWEST OF GORDON, 150 FEET WEST
 NP0584'OF STATE HIGHWAY NO. 27, 47-1/2 FEET NORTHEAST OF THE NORTHEAST
 NP0584'CORNER OF A FARM HOUSE, 6 FEET SOUTHWEST OF A GATE POST AND
 NP0584'4 FEET SOUTH OF A WIRE FENCE IN THE FARMYARD OF LAND OWNED
 NP0584'BY RICHARD MICHAELSON.  IT IS A STANDARD DISK STAMPED MID 1946
 NP0584'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NP0584'
 NP0584'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE WIRE FENCE.  IT
 NP0584'IS A STANDARD DISK STAMPED MID NO 1 1946 WELDED TO THE TOP
 NP0584'OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NP0584'
 NP0584'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE NORTHEAST CORNER
 NP0584'OF THE FARM HOUSE AND 6 INCHES SOUTH OF THE WIRE FENCE.  IT IS
 NP0584'A STANDARD DISK STAMPED MID NO 2 1946 WELDED TO THE TOP OF
 NP0584'A 3-INCH SOIL PIPE THAT PROJECTS 16 INCHES.
 NP0584'
 NP0584'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF STATE
 NP0584'HIGHWAY NO. 27, 21 FEET SOUTH OF THE CENTERLINE OF A GRADED
 NP0584'DIRT ROAD AND 6 FEET NORTHWEST OF A FENCE CORNER.  IT IS A
 NP0584'STANDARD USC AND GS BM DISK STAMPED C-35 1934 SET IN A 4-INCH
 NP0584'BY 4-INCH CONCRETE POST THAT PROJECTS 3 INCHES.
 NP0584'
 NP0584'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, GO NORTH
 NP0584'ON STATE HIGHWAY NO. 27 FOR 6.6 MILES.  THEN TURN LEFT (WEST)
 NP0584'ON NO. 27 FOR 1.0 MILE.  THEN TURN RIGHT (NORTH) ON NO. 27
 NP0584'FOR 0.95 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NP0584'NORTH FOR 0.55 MILE TO THE STATION ON THE LEFT.
 NP0584
 NP0584                          STATION RECOVERY (1968)
 NP0584
 NP0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NP0584'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 NP0584'CONDITION.
 NP0584'
 NP0584'PRESENT DESCRIPTION ADEQAUTE.
 NP0584'
 NP0584'AZIMUTH MARK NOT FOUND.
 NP0584'
 NP0584'STANDARD BRACED TRIPOD USED.
 NP0584
 NP0584                          STATION RECOVERY (1968)
 NP0584
 NP0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0584'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NP0584'WERE RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK C35
 NP0584'1934 (AZIMUTH MARK) WAS NOT RECOVERED AND WAS ASSUMED THE MARK
 NP0584'WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.  SHORTER
 NP0584'DISTANCES AND A SMALLER ANGLE WAS OBTAINED ON THE REFERENCE
 NP0584'MARKS.
 NP0584'
 NP0584'A NEW AZIMUTH MARK WAS SET.
 NP0584'
 NP0584'FOLLOWING IS A NEW DESCRIPTION.
 NP0584'
 NP0584'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND 2ND STREETS
 NP0584'IN GORDON, GO NORTH, WEST, AND THEN NORTH AGAIN ON STATE
 NP0584'HIGHWAY 27 FOR 8.35 MILES TO A SIDE ROAD AND THE AZIMUTH MARK
 NP0584'ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 27 FOR 0.5 MILE
 NP0584'TO A GATE ON THE LEFT AND THE STATION IS ABOUT 250 FEET NORTHWEST
 NP0584'OF THE GATE ON THE HIGHEST POINT OF HILL.
 NP0584'
 NP0584'STATION MARK, A STANDARD DISK STAMPED MID 1946, IS WELDED
 NP0584'TO THE TOP OF A 3-INCH SOIL PIPE WHICH PROJECTS 10 INCHES.
 NP0584'IT IS 235 FEET NORTH OF AN EAST-WEST FENCE, 150 FEET WEST
 NP0584'OF THE CENTER OF STATE HIGHWAY 27, 95 FEET WEST OF A NORTH-SOUTH
 NP0584'FENCE, AND 47.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NP0584'A CONCRETE FOUNDATION FOR OLD RANCH HOUSE.
 NP0584'
 NP0584'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MID NO. 1 1946,
 NP0584'IS WELDED TO THE TOP OF A 3-INCH SOIL PIPE WHICH PROJECTS
 NP0584'12 INCHES.  IT IS 73.5 FEET WEST OF THE NORTH-SOUTH FENCE.
 NP0584'
 NP0584'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MID NO. 2 1946,
 NP0584'IS WELDED TO THE TOP OF A 3-INCH SOIL PIPE WHICH PROJECTS
 NP0584'18 INCHES.  IT IS 29 FEET NORTH OF THE NORTHEAST CORNER OF
 NP0584'THE OLD CONCRETE FOUNDATION.
 NP0584'
 NP0584'AZIMUTH MARK, A STANDARD DISK STAMPED MID 1946 1968, IS SET
 NP0584'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 NP0584'IT IS 55 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 54
 NP0584'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET
 NP0584'SOUTH-SOUTHEAST OF THE SOUTH GATE POST FOR A WIRE GATE, 1
 NP0584'FOOT EAST OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 NP0584'
 NP0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 NP0584'MILES NNW OF GORDON.
 NP0584
 NP0584                          STATION RECOVERY (1969)
 NP0584
 NP0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0584'THE AZIMUTH MARK RECOVERED AS DESCRIBED.  USGS DETERMINED
 NP0584'3RD ORDER LEVELS IN 1969 = 3756.483 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0787 ***********************************************************************
 NN0787  DESIGNATION -  MID 2
 NN0787  PID         -  NN0787
 NN0787  STATE/COUNTY-  NE/ROCK
 NN0787  COUNTRY     -  US
 NN0787  USGS QUAD   -  LONG PINE (2017)
 NN0787
 NN0787                         *CURRENT SURVEY CONTROL
 NN0787  ______________________________________________________________________
 NN0787* NAD 83(1995) POSITION- 42 34 44.34310(N) 099 37 50.67553(W)   NO CHECK
 NN0787* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 NN0787  ______________________________________________________________________
 NN0787  GEOID HEIGHT    -        -23.093 (meters)                     GEOID18
 NN0787  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 NN0787  HORZ ORDER      -  THIRD
 NN0787
 NN0787.The horizontal coordinates were established by classical geodetic methods
 NN0787.and adjusted by the National Geodetic Survey in August 1997.
 NN0787
 NN0787.No horizontal observational check was made to the station.
 NN0787
 NN0787.The orthometric height was scaled from a topographic map.
 NN0787
 NN0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0787.GEOID18 height accuracy estimate available here.
 NN0787
 NN0787.Click photographs - Photos may exist for this station.
 NN0787
 NN0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0787
 NN0787. The following values were computed from the NAD 83(1995) position.
 NN0787
 NN0787;                    North         East     Units Scale Factor Converg.
 NN0787;SPC NE       -   304,919.982   530,309.198   MT  0.99983428   +0 14 40.9
 NN0787;SPC NE       - 1,000,391.64  1,739,856.09   sFT  0.99983428   +0 14 40.9
 NN0787;UTM  14      - 4,714,256.204   448,239.457   MT  0.99963296   -0 25 36.4
 NN0787
 NN0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0787!SPC NE       -   0.99989052  x   0.99983428  =   0.99972482
 NN0787!UTM  14      -   0.99989052  x   0.99963296  =   0.99952352
 NN0787
 NN0787:                Primary Azimuth Mark                     Grid Az
 NN0787:SPC NE       -  MID 2 AZ MK                              269 11 32.4
 NN0787:UTM  14      -  MID 2 AZ MK                              269 51 49.7
 NN0787
 NN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4823914256(NAD 83)
 NN0787
 NN0787|---------------------------------------------------------------------|
 NN0787| PID    Reference Object                     Distance      Geod. Az  |
 NN0787|                                                           dddmmss.s |
 NN0787| CO3248 MID 2 RM 3                           21.708 METERS 00504     |
 NN0787| NN0786 MID                                   3.938 METERS 04542     |
 NN0787| CO3245 MID RM 1                              6.956 METERS 26824     |
 NN0787| CO3247 MID 2 AZ MK                                        2692613.3 |
 NN0787|---------------------------------------------------------------------|
 NN0787
 NN0787                          SUPERSEDED SURVEY CONTROL
 NN0787
 NN0787  NAD 83(1986)-  42 34 44.34943(N)    099 37 50.68747(W) AD(       ) 3
 NN0787  NAD 27      -  42 34 44.34800(N)    099 37 49.26100(W) AD(       ) 3
 NN0787
 NN0787.Superseded values are not recommended for survey control.
 NN0787
 NN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0787.See file dsdata.pdf to determine how the superseded data were derived.
 NN0787
 NN0787_MARKER: DS = TRIANGULATION STATION DISK
 NN0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0787_STAMPING: MID 2 1954
 NN0787_MARK LOGO: CGS
 NN0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0787+STABILITY: SURFACE MOTION
 NN0787
 NN0787  HISTORY     - Date     Condition        Report By
 NN0787  HISTORY     - 1954     MONUMENTED       CGS
 NN0787  HISTORY     - 19980721 POOR             NEDR
 NN0787
 NN0787                          STATION DESCRIPTION
 NN0787
 NN0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NN0787'STATION IS LOCATED ABOUT 4 AND 1/2 MILES WEST OF BASSETT
 NN0787'AND 4 AND 1/2 MILES NORTHEAST OF LONG PINE ALONG THE RIGHT-OF-WAY
 NN0787'OF A GRADED ROAD BETWEEN SECTIONS 11 AND 14, T. 30 N., R.
 NN0787'20 W., 55 FEET EAST OF A POWER POLE, 32 FEET SOUTH OF THE
 NN0787'CENTER OF A GRADED ROAD, AND 3 FEET WEST OF A WHITE WITNESS
 NN0787'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0787'MID 2 1954.
 NN0787'
 NN0787'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTER OF GRADED
 NN0787'ROAD, 32 FEET EAST OF POWER POLE, AND 1 FOOT NORTH OF FENCE.
 NN0787'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MID NO
 NN0787'1 1949.
 NN0787'
 NN0787'REFERENCE MARK NO. 3 IS 38 FEET NORTH OF THE CENTER OF GRADED
 NN0787'ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 NN0787'THE DISK IS STAMPED MID 2 NO 3 1954.
 NN0787'
 NN0787'AZIMUTH MARK IS ABOUT 100 YARDS EAST OF CROSSROADS, 46 FEET
 NN0787'EAST OF POWER POLE, 32 FEET SOUTH OF THE CENTER OF GRADED
 NN0787'ROAD, 2 FEET EAST OF WITNESS POST, AND 1 FOOT NORTH OF FENCE.
 NN0787'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MID 2 1954.
 NN0787'
 NN0787'TO REACH THE STATION FROM THE POST OFFICE IN LONG PINE, GO
 NN0787'NORTH ON THE MAIN ST. FOR 0.1 MILE TO STATE HIGHWAY 55.  CONTINUE
 NN0787'NORTH ON STATE HIGHWAY 55 FOR 0.6 MILE TO THE JUNCTION WITH
 NN0787'U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 20
 NN0787'TOWARD BASSETT FOR 3.5 MILES TO CROSSROADS.  TURN LEFT AND GO
 NN0787'NORTH ACROSS RAILROAD TRACKS FOR 1.45 MILES TO A CROSSROAD.
 NN0787'TURN RIGHT AND GO EAST 0.05 MILE TO THE AZIMUTH MARK ON THE
 NN0787'RIGHT.  CONTINUE EAST ON GRADED ROAD FOR 0.35 MILE TO THE
 NN0787'STATION ON THE RIGHT.  NOTE--TRIANGULATION STATION LONG PINE
 NN0787'1949 IS VISIBLE FROM THE GROUND AT THIS STATION.  BUT LOCAL
 NN0787'CONDITIONS PREVENTED ITS USE AS AN INITIAL AT THIS TIME.
 NN0787'
 NN0787'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0787
 NN0787                          STATION RECOVERY (1998)
 NN0787
 NN0787'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0787'THE MARK WAS RECOVERED IN POOR CONDITION, IN THE SIDE OF A GRADER
 NN0787'DITCH, EXPOSED 0.78 M (2.56 FT) ON THE NORTH SIDE OF THE MONUMENT, AND
 NN0787'WHILE IT DOES NOT APPEAR TO BE LEANING, IT IS IN DANGER OF BEING LOST
 NN0787'TO EROSION IN THE FUTURE.  REFERENCE MARK 1 WAS FOUND TILTED AND
 NN0787'REFERENCE MARK 3 WAS NOT FOUND.  THE SIGHT OF THIS MARK IS IN A
 NN0787'CULTIVATED FIELD.  THE AZIMUTH MARK WAS FOUND EXPOSED AND LEANING AND
 NN0787'THE DISK WAS SALVAGED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0758 ***********************************************************************
 LG0758  DESIGNATION -  MIDDLE
 LG0758  PID         -  LG0758
 LG0758  STATE/COUNTY-  NE/SEWARD
 LG0758  COUNTRY     -  US
 LG0758  USGS QUAD   -  SEWARD (2017)
 LG0758
 LG0758                         *CURRENT SURVEY CONTROL
 LG0758  ______________________________________________________________________
 LG0758* NAD 83(1995) POSITION- 40 54 03.56764(N) 097 02 38.38042(W)   ADJUSTED
 LG0758* NAVD 88 ORTHO HEIGHT -   466.    (meters)     1529.    (feet) SCALED
 LG0758  ______________________________________________________________________
 LG0758  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 LG0758  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 LG0758  HORZ ORDER      -  FIRST
 LG0758
 LG0758.The horizontal coordinates were established by classical geodetic methods
 LG0758.and adjusted by the National Geodetic Survey in August 1997.
 LG0758
 LG0758.The orthometric height was scaled from a topographic map.
 LG0758
 LG0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0758.GEOID18 height accuracy estimate available here.
 LG0758
 LG0758.Click photographs - Photos may exist for this station.
 LG0758
 LG0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0758
 LG0758. The following values were computed from the NAD 83(1995) position.
 LG0758
 LG0758;                    North         East     Units Scale Factor Converg.
 LG0758;SPC NE       -   122,795.219   748,956.091   MT  0.99971392   +1 57 32.2
 LG0758;SPC NE       -   402,870.65  2,457,200.11   sFT  0.99971392   +1 57 32.2
 LG0758;UTM  14      - 4,529,607.930   664,753.598   MT  0.99993409   +1 16 51.6
 LG0758
 LG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0758!SPC NE       -   0.99993110  x   0.99971392  =   0.99964504
 LG0758!UTM  14      -   0.99993110  x   0.99993409  =   0.99986519
 LG0758
 LG0758:                Primary Azimuth Mark                     Grid Az
 LG0758:SPC NE       -  MIDDLE AZ MK                             180 38 31.8
 LG0758:UTM  14      -  MIDDLE AZ MK                             181 19 12.4
 LG0758
 LG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6475329607(NAD 83)
 LG0758
 LG0758|---------------------------------------------------------------------|
 LG0758| PID    Reference Object                     Distance      Geod. Az  |
 LG0758|                                                           dddmmss.s |
 LG0758| LG1186 GARLAND MUNICIPAL TANK              APPROX. 7.1 KM 0463017.0 |
 LG0758| CO1797 MIDDLE RM 1                          20.968 METERS 08720     |
 LG0758| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX. 5.8 KM 1461529.4 |
 LG0758| CO1796 MIDDLE AZ MK                                       1823604.0 |
 LG0758| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 4.6 KM 2784613.0 |
 LG0758| LG0756 SEWARD MUNICIPAL TANK               APPROX. 4.9 KM 2803208.8 |
 LG0758| CO1798 MIDDLE RM 2                          24.259 METERS 35325     |
 LG0758|---------------------------------------------------------------------|
 LG0758
 LG0758                          SUPERSEDED SURVEY CONTROL
 LG0758
 LG0758  NAD 83(1986)-  40 54 03.57694(N)    097 02 38.38050(W) AD(       ) 1
 LG0758  NAD 27      -  40 54 03.54700(N)    097 02 37.26700(W) AD(       ) 1
 LG0758
 LG0758.Superseded values are not recommended for survey control.
 LG0758
 LG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0758.See file dsdata.pdf to determine how the superseded data were derived.
 LG0758
 LG0758_MARKER: DS = TRIANGULATION STATION DISK
 LG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0758_STAMPING: MIDDLE 1947
 LG0758_MARK LOGO: CGS
 LG0758_PROJECTION: FLUSH
 LG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0758+STABILITY: SURFACE MOTION
 LG0758
 LG0758  HISTORY     - Date     Condition        Report By
 LG0758  HISTORY     - 1947     MONUMENTED       CGS
 LG0758  HISTORY     - 1962     GOOD             CGS
 LG0758
 LG0758                          STATION DESCRIPTION
 LG0758
 LG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0758'THE STATION IS LOCATED NEAR THE JUNCTION OF U.S. HIGHWAY NO. 34
 LG0758'AND STATE HIGHWAYS NO. 15 AND 2, ABOUT 3 MILES EAST OF SEWARD.
 LG0758'IT IS NEAR THE WEST EDGE OF TRIANGLE FORMED BY THREE ROADS,
 LG0758'0.15 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY NO. 34 AND STATE
 LG0758'HIGHWAYS NO. 15 AND 2, 139 FEET SOUTHEAST OF THE CENTER OF A
 LG0758'CROSSROAD, 122 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 34
 LG0758'AND STATE HIGHWAY NO. 2, 81 FEET NORTHWEST OF THE CENTER OF AN
 LG0758'OILED ROAD, AND 61 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 LG0758'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MIDDLE 1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 1 IS 116 FEET SOUTH OF THE CENTER OF U.S.
 LG0758'HIGHWAY NO. 34 AND 34 FEET NORTHWEST OF THE CENTER OF AN OILED
 LG0758'ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG0758'MIDDLE NO 1 1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 2 IS 63 FEET SOUTHEAST OF THE CENTER OF A
 LG0758'CROSSROAD, 42.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 34,
 LG0758'AND 3 FEET SOUTH OF A TELEPHONE POLE.  IT IS SET FLUSH WITH THE
 LG0758'GROUND AND IS STAMPED MIDDLE NO 2 1947.
 LG0758'
 LG0758'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 99 FEET SOUTH OF A
 LG0758'FENCE CORNER, 38 FEET WEST OF THE CENTER OF STATE HIGHWAY NO 15,
 LG0758'3.5 FEET NORTH OF A TELEPHONE POLE, 1.8 FOOT NORTH-NORTHEAST OF
 LG0758'A WITNESS POST, AND 0.8 FOOT EAST OF A FENCE LINE.  IT PROJECTS
 LG0758'8 INCHES AND IS STAMPED MIDDLE 1947.
 LG0758'
 LG0758'TO REACH THE STATION FROM THE COURTHOUSE IS SEWARD, GO EAST ON
 LG0758'U.S. HIGHWAY NO. 34 AND STATE HIGHWAY NO. 2 FOR 2.95 MILES TO A
 LG0758'CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 LG0758'
 LG0758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG0758'HIGHWAY NO. 15 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0758'DESCRIBED.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 64 FEET.
 LG0758'
 LG0758'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 12 FEET.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT TAMORA IS VISIBLE AT 24 FEET.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT SEWARD IS VISIBLE AT 37 FEET.
 LG0758'
 LG0758'A 87 FOOT SIGNAL AT CATTLE 1935 IS VISIBLE AT 12 FEET.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT GARLAND IS VISIBLE AT 12 FEET.
 LG0758'
 LG0758'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0758
 LG0758                          STATION RECOVERY (1962)
 LG0758
 LG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0758'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0758'GOOD CONDITION.  THERE HAVE BEEN SOME CHANGES, SO A COMPLETE
 LG0758'DESCRIPTION FOLLOWS.
 LG0758'
 LG0758'STATION IS LOCATED ABOUT 3 MILES EAST OF SEWARD AT THE JUNCTION
 LG0758'OF U.S. HIGHWAY 34 AND STATE HIGHWAY 2 AND STATE HIGHWAY 15 AND
 LG0758'A CROSSROADS, AND TWO TRIANGLES FORMED BY THE CURVES FOR THE
 LG0758'JUNCTION OF THE HIGHWAYS.  THE EAST CURVE HAS BEEN ABANDONED.
 LG0758'THE STATION MARK IS 139 FEET SOUTHEAST OF THE CENTER OF
 LG0758'CROSSROADS, 122 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34 AND
 LG0758'STATE HIGHWAY 2, 61 FEET EAST OF THE CENTER OF STATE HIGHWAY 15
 LG0758'EXTENDED STRAIGHT NORTH, 43 FEET SOUTH OF A 12-INCH OAK TREE,
 LG0758'AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK IS FLUSH
 LG0758'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MIDDLE
 LG0758'1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 1 IS 68.79 FEET EAST OF THE STATION, 116 FEET
 LG0758'SOUTH OF THE CENTER OF U.S. HIGHWAY 34 AND STATE HIGHWAY 2, 34
 LG0758'FEET NORTHWEST OF THE CENTER OF ABANDONED CURVE, 78 FEET
 LG0758'SOUTHEAST OF 12-INCH OAK TREE, AND 1 FOOT WEST OF A STEEL POST.
 LG0758'THE MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE NO 1 1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 2 IS 79.59 FEET NORTH OF THE STATION, 63 FEET
 LG0758'SOUTHEAST OF CENTER OF CROSSROAD, 42.5 FEET SOUTH OF THE CENTER
 LG0758'OF U.S. HIGHWAY 34, AND 3 FEET SOUTH OF TELEPHONE POLE.  THE
 LG0758'MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE NO 2 1947.
 LG0758'
 LG0758'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 99 FEET SOUTH OF A
 LG0758'FENCE CORNER, 38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15,
 LG0758'3.5 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS
 LG0758'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 8 INCHES
 LG0758'AND THE DISK IS STAMPED MIDDLE 1947.
 LG0758'
 LG0758'TO REACH THE STATION FROM THE COURTHOUSE IN SEWARD, GO EAST ON
 LG0758'U.S. HIGHWAY 34 AND STATE HIGHWAY 2 FOR 2.95 MILES TO THE STATION
 LG0758'IN THE SOUTHEAST ANGLE OF THE CROSSROADS AT THE JUNCTION OF
 LG0758'U.S. HIGHWAY 34 AND STATE HIGHWAYS 2 AND 15.
 LG0758'
 LG0758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG0758'HIGHWAY 15 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0895 ***********************************************************************
 ML0895  DESIGNATION -  MIDDLE LOUP RIVER STA 1
 ML0895  PID         -  ML0895
 ML0895  STATE/COUNTY-  NE/CUSTER
 ML0895  COUNTRY     -  US
 ML0895  USGS QUAD   -  WALWORTH (2017)
 ML0895
 ML0895                         *CURRENT SURVEY CONTROL
 ML0895  ______________________________________________________________________
 ML0895* NAD 83(1986) POSITION- 41 39 20.     (N) 099 34 24.     (W)   SCALED
 ML0895* NAVD 88 ORTHO HEIGHT -   727.390 (meters)     2386.45  (feet) ADJUSTED
 ML0895  ______________________________________________________________________
 ML0895  GEOID HEIGHT    -        -22.878 (meters)                     GEOID18
 ML0895  DYNAMIC HEIGHT  -        727.019 (meters)     2385.23  (feet) COMP
 ML0895  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 ML0895
 ML0895  VERT ORDER      -  SECOND    CLASS 0
 ML0895
 ML0895.The horizontal coordinates were scaled from a map and have
 ML0895.an estimated accuracy of +/- 6 seconds.
 ML0895
 ML0895.The orthometric height was determined by differential leveling and
 ML0895.adjusted by the NATIONAL GEODETIC SURVEY
 ML0895.in June 1991.
 ML0895
 ML0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0895.GEOID18 height accuracy estimate available here.
 ML0895
 ML0895.Click photographs - Photos may exist for this station.
 ML0895
 ML0895.The dynamic height is computed by dividing the NAVD 88
 ML0895.geopotential number by the normal gravity value computed on the
 ML0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0895.degrees latitude (g = 980.6199 gals.).
 ML0895
 ML0895.The modeled gravity was interpolated from observed gravity values.
 ML0895
 ML0895;                    North         East    Units  Estimated Accuracy
 ML0895;SPC NE       -   202,400.      535,530.      MT  (+/- 180 meters Scaled)
 ML0895
 ML0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM522116(NAD 83)
 ML0895
 ML0895                          SUPERSEDED SURVEY CONTROL
 ML0895
 ML0895  NGVD 29 (??/??/92)  727.118  (m)         2385.55   (f) ADJ UNCH    2 0
 ML0895
 ML0895.Superseded values are not recommended for survey control.
 ML0895
 ML0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0895.See file dsdata.pdf to determine how the superseded data were derived.
 ML0895
 ML0895_MARKER: DD = SURVEY DISK
 ML0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0895_SP_SET: PIER
 ML0895_STAMPING: NO 1
 ML0895_MARK LOGO: USGS
 ML0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0895
 ML0895  HISTORY     - Date     Condition        Report By
 ML0895  HISTORY     - UNK      MONUMENTED       USGS
 ML0895  HISTORY     - 1950     GOOD             CGS
 ML0895  HISTORY     - 1984     GOOD             LOCSUR
 ML0895
 ML0895                          STATION DESCRIPTION
 ML0895
 ML0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0895'4.1 MI NE FROM GATES.
 ML0895'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0895'GATES, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, AT A STEEL
 ML0895'BRIDGE OVER THE MIDDLE LOUP RIVER, 10 FEET EAST OF THE CENTER
 ML0895'LINE OF THE ROAD, 1.6 FEET EAST OF THE EAST RAIL OF THE BRIDGE,
 ML0895'1 FOOT BELOW THE LEVEL OF THE ROAD, AT THE NORTHEAST CORNER OF THE
 ML0895'BRIDGE, SET IN THE TOP OF THE SOUTHEAST EDGE OF A ROUND CONCRETE
 ML0895'PIER.
 ML0895
 ML0895                          STATION RECOVERY (1984)
 ML0895
 ML0895'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0406 ***********************************************************************
 NO0406  DESIGNATION -  MIDVALE
 NO0406  PID         -  NO0406
 NO0406  STATE/COUNTY-  NE/BROWN
 NO0406  COUNTRY     -  US
 NO0406  USGS QUAD   -  PHILBRICK LAKE (2017)
 NO0406
 NO0406                         *CURRENT SURVEY CONTROL
 NO0406  ______________________________________________________________________
 NO0406* NAD 83(1995) POSITION- 42 16 13.88224(N) 100 00 28.69319(W)   ADJUSTED
 NO0406* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 NO0406  ______________________________________________________________________
 NO0406  GEOID HEIGHT    -        -22.131 (meters)                     GEOID18
 NO0406  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 NO0406  HORZ ORDER      -  FIRST
 NO0406
 NO0406.The horizontal coordinates were established by classical geodetic methods
 NO0406.and adjusted by the National Geodetic Survey in August 1997.
 NO0406
 NO0406.The orthometric height was scaled from a topographic map.
 NO0406
 NO0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0406.GEOID18 height accuracy estimate available here.
 NO0406
 NO0406.Click photographs - Photos may exist for this station.
 NO0406
 NO0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0406
 NO0406. The following values were computed from the NAD 83(1995) position.
 NO0406
 NO0406;                    North         East     Units Scale Factor Converg.
 NO0406;SPC NE       -   270,598.173   499,342.622   MT  0.99974765   -0 00 19.0
 NO0406;SPC NE       -   887,787.51  1,638,259.92   sFT  0.99974765   -0 00 19.0
 NO0406;UTM  14      - 4,680,304.613   416,876.383   MT  0.99968501   -0 40 40.9
 NO0406
 NO0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0406!SPC NE       -   0.99986856  x   0.99974765  =   0.99961625
 NO0406!UTM  14      -   0.99986856  x   0.99968501  =   0.99955361
 NO0406
 NO0406:                Primary Azimuth Mark                     Grid Az
 NO0406:SPC NE       -  MOON                                     320 02 19.4
 NO0406:UTM  14      -  MOON                                     320 42 41.3
 NO0406
 NO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1687680304(NAD 83)
 NO0406
 NO0406|---------------------------------------------------------------------|
 NO0406| PID    Reference Object                     Distance      Geod. Az  |
 NO0406|                                                           dddmmss.s |
 NO0406| CO3257 MIDVALE RM 1                         19.770 METERS 06459     |
 NO0406| CO3256 MIDVALE AZ MK                                      1552804.2 |
 NO0406| CO3258 MIDVALE RM 2                         34.899 METERS 15950     |
 NO0406| NO0407 MOON                                APPROX.14.1 KM 3200200.4 |
 NO0406|---------------------------------------------------------------------|
 NO0406
 NO0406                          SUPERSEDED SURVEY CONTROL
 NO0406
 NO0406  NAD 83(1986)-  42 16 13.88487(N)    100 00 28.70248(W) AD(       ) 1
 NO0406  NAD 27      -  42 16 13.89400(N)    100 00 27.23900(W) AD(       ) 1
 NO0406
 NO0406.Superseded values are not recommended for survey control.
 NO0406
 NO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0406.See file dsdata.pdf to determine how the superseded data were derived.
 NO0406
 NO0406_MARKER: DS = TRIANGULATION STATION DISK
 NO0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0406_STAMPING: MIDVALE 1949
 NO0406_MARK LOGO: CGS
 NO0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0406+STABILITY: SURFACE MOTION
 NO0406
 NO0406  HISTORY     - Date     Condition        Report By
 NO0406  HISTORY     - 1949     MONUMENTED       CGS
 NO0406  HISTORY     - 1974     GOOD             USGS
 NO0406
 NO0406                          STATION DESCRIPTION
 NO0406
 NO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0406'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0406'ABOUT 12.7 MILES NORTH OF THE BROWN-BLAINE COUNTY LINE, 7.0
 NO0406'MILES WEST OF STATE HIGHWAY NO. 7, 149.0 FEET NORTHWEST OF A
 NO0406'FENCE CORNER, 109. FEET NORTH OF AN EAST-WEST FENCE, AND 102.0
 NO0406'FEET WEST OF A NORTH-SOUTH FENCE.  IT PROJECTS 6 INCHES AND
 NO0406'IS STAMPED, MIDVALE 1949.
 NO0406'
 NO0406'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 NO0406'IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 NO0406'42.0 FEET WEST OF A NORTH-SOUTH FENCE, PROJECTS 4 INCHES AND
 NO0406'IS STAMPED, MIDVALE NO 1 1949.
 NO0406'
 NO0406'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NO0406'IS ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION, IT IS
 NO0406'61.0 FEET WEST OF A FENCE CORNER AND 1.0 FOOT NORTH OF AN
 NO0406'EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED, MIDVALE
 NO0406'NO 2 1949.
 NO0406'
 NO0406'AZIMUTH MARK IS U.S.G.S. STATION POORE, LOCATED ON THE SUMMIT
 NO0406'OF A HIGH SAND HILL, 0.25 MILE SOUTHEAST OF A CATTLE GUARD,
 NO0406'0.2 MILE SOUTH OF AN EAST-WEST FENCE, AND 0.15 MILE EAST OF A
 NO0406'TRACK ROAD.  IT IS A USGS TRIANGULATION STATION DISK SET IN
 NO0406'THE TOP OF A SIX-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 NO0406'INCHES.  IT IS STAMPED, POORE 1947.
 NO0406'
 NO0406'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NO0406'GO SOUTH ON STATE HIGHWAY NO. 7 FOR 22.5 MILES TO A T-ROAD
 NO0406'RIGHT AND A SIGN (HITCHCOCK RANCH 3/4 MILE), TURN RIGHT AND
 NO0406'GO WEST ON TRACK ROAD FOR 2.35 MILES TO A FORK, 0.05 MILE
 NO0406'WEST OF A CATTLE GUARD, TAKE RIGHT FORK AND GO 2.1 MILES TO
 NO0406'A CATTLE GUARD, CROSS CATTLE GUARD AND TAKE RIGHT FORK AND
 NO0406'GO 0.2 MILE TO A BRIDGE ACROSS CALAMUS RIVER, CROSS BRIDGE AND
 NO0406'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A CATTLE GUARD AND
 NO0406'FORK, TAKE RIGHT FORK AND GO 0.75 MILE TO A FORK, TAKE LEFT
 NO0406'FORK AND GO 0.45 MILE TO A FORK AND AN OLD HOUSE ON THE
 NO0406'LEFT, TAKE LEFT FORK AND GO 1.2 MILES TO SECOND CATTLE
 NO0406'GUARD, CROSS CATTLE GUARD AND CONTINUE WEST FOR 0.4 MILE,
 NO0406'TURN RIGHT, LEAVING TRACK ROAD, AND GO NORTH ACROSS PASTURE FOR
 NO0406'0.1 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND GO
 NO0406'NORTH ON MAIN TRACK ROAD FOR 0.5 MILE TO A CATTLE GUARD
 NO0406'(AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THIS POINT), CROSS
 NO0406'CATTLE GUARD AND CONTINUE ON TRACK ROAD FOR 0.5 MILE TO
 NO0406'A CATTLE GUARD, TURN LEFT ALONG THE SOUTH SIDE OF A FENCE
 NO0406'AND GO WEST-NORTHWEST FOR 0.5 MILE (TO A POINT ABOUT 0.15
 NO0406'MILE WEST OF A WINDMILL), TURN RIGHT AND GO NORTHERLY FOR
 NO0406'ABOUT 0.6 MILE TO THE HIGHEST PART OF HILL AND THE
 NO0406'STATION.
 NO0406'
 NO0406'AN 87 FOOT SIGNAL AT PARKS IS VISIBLE AT 4 FEET.
 NO0406'
 NO0406'A 4 FOOT SIGNAL AT MOON (USGS), BROWN, CALAMUS 1934, ROUND,
 NO0406'HUNT 2, CALAMIS (USGS), AND KOSHOPAH ARE VISIBLE AT 4 FEET.
 NO0406'
 NO0406'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0406
 NO0406                          STATION RECOVERY (1974)
 NO0406
 NO0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NO0406'SOME EROSION HAS OCCURED AT THE STA. MK. AND IT PROJECTS ABOUT
 NO0406'12 INCHES, BUT IS FIRM AND APPEARS UNDISTURBED.  REF. MK. 1
 NO0406'WAS FOUND IN GOOD CONDITION.  THE TABLET HAS BEEN REMOVED
 NO0406'FROM REF. MK. 2, BUT THE POST APPEARS UNDISTURBED AND THE
 NO0406'STEM REMAINS IN THE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1185 ***********************************************************************
 LG1185  CBN         -  This is a Cooperative Base Network Control Station.
 LG1185  DESIGNATION -  MILFORD
 LG1185  PID         -  LG1185
 LG1185  STATE/COUNTY-  NE/SEWARD
 LG1185  COUNTRY     -  US
 LG1185  USGS QUAD   -  PLEASANT DALE (2017)
 LG1185
 LG1185                         *CURRENT SURVEY CONTROL
 LG1185  ______________________________________________________________________
 LG1185* NAD 83(2011) POSITION- 40 48 51.55527(N) 096 59 50.54684(W)   ADJUSTED
 LG1185* NAD 83(2011) ELLIP HT-   442.993 (meters)        (06/27/12)   ADJUSTED
 LG1185* NAD 83(2011) EPOCH   -  2010.00
 LG1185* NAVD 88 ORTHO HEIGHT -   469.9   (meters)     1542.    (feet) GPS OBS
 LG1185  ______________________________________________________________________
 LG1185  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG1185  GEOID HEIGHT    -        -26.851 (meters)                     GEOID99
 LG1185  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 LG1185  NAD 83(2011) X  -   -588,948.778 (meters)                     COMP
 LG1185  NAD 83(2011) Y  - -4,798,420.917 (meters)                     COMP
 LG1185  NAD 83(2011) Z  -  4,147,128.699 (meters)                     COMP
 LG1185  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 LG1185
 LG1185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1185  Standards:
 LG1185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1185  -------------------------------------------------------------------
 LG1185  NETWORK    0.70   1.57           0.32   0.24   0.80     -0.01197617
 LG1185  -------------------------------------------------------------------
 LG1185  Click here for local accuracies and other accuracy information.
 LG1185
 LG1185.The horizontal coordinates were established by GPS observations
 LG1185.and adjusted by the National Geodetic Survey in June 2012.
 LG1185
 LG1185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1185.been affixed to the stable North American tectonic plate. See 
 LG1185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1185
 LG1185.The horizontal coordinates are valid at the epoch date displayed above
 LG1185.which is a decimal equivalence of Year/Month/Day.
 LG1185
 LG1185.The orthometric height was determined by GPS observations and a
 LG1185.high-resolution geoid model.
 LG1185
 LG1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1185.GEOID18 height accuracy estimate available here.
 LG1185
 LG1185.Click photographs - Photos may exist for this station.
 LG1185
 LG1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1185
 LG1185.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1185
 LG1185.The ellipsoidal height was determined by GPS observations
 LG1185.and is referenced to NAD 83.
 LG1185
 LG1185. The following values were computed from the NAD 83(2011) position.
 LG1185
 LG1185;                    North         East     Units Scale Factor Converg.
 LG1185;SPC NE       -   113,314.180   753,215.020   MT  0.99973088   +1 59 23.4
 LG1185;SPC NE       -   371,764.94  2,471,172.94   sFT  0.99973088   +1 59 23.4
 LG1185;UTM  14      - 4,520,074.968   668,900.744   MT  0.99995113   +1 18 33.3
 LG1185
 LG1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1185!SPC NE       -   0.99993052  x   0.99973088  =   0.99966141
 LG1185!UTM  14      -   0.99993052  x   0.99995113  =   0.99988165
 LG1185
 LG1185:                Primary Azimuth Mark                     Grid Az
 LG1185:SPC NE       -  MILFORD MUNICIPAL TANK                   226 14 32.3
 LG1185:UTM  14      -  MILFORD MUNICIPAL TANK                   226 55 22.4
 LG1185
 LG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6890020074(NAD 83)
 LG1185
 LG1185|---------------------------------------------------------------------|
 LG1185| PID    Reference Object                     Distance      Geod. Az  |
 LG1185|                                                           dddmmss.s |
 LG1185| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.25.1 KM 0912922.8 |
 LG1185| DQ7081 MILFORD RM 1                         20.410 METERS 09728     |
 LG1185| CL7897 MILFORD RM 2                         23.595 METERS 19208     |
 LG1185| LG0767 MILFORD INDUSTRIAL HOME TANK        APPROX. 5.1 KM 2053834.9 |
 LG1185| LG0766 MILFORD TRADE SCHOOL POWER STK      APPROX. 6.5 KM 2173942.4 |
 LG1185| LG0764 MILFORD MUNICIPAL TANK              APPROX. 6.9 KM 2281355.7 |
 LG1185| DQ7083 MILFORD AZ MK                                      2631032.9 |
 LG1185| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.15.6 KM 2652128.2 |
 LG1185| LG0756 SEWARD MUNICIPAL TANK               APPROX.13.7 KM 3202155.9 |
 LG1185| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX. 4.9 KM 3513340.4 |
 LG1185|---------------------------------------------------------------------|
 LG1185
 LG1185                          SUPERSEDED SURVEY CONTROL
 LG1185
 LG1185  NAD 83(2007)-  40 48 51.55518(N)    096 59 50.54748(W) AD(2002.00) 0
 LG1185  ELLIP H (02/10/07)  442.998  (m)                       GP(2002.00)    
 LG1185  ELLIP H (07/10/01)  443.005  (m)                       GP(       ) 4 1
 LG1185  NAD 83(1992)-  40 48 51.55478(N)    096 59 50.54670(W) AD(       ) B
 LG1185  ELLIP H (11/28/94)  443.064  (m)                       GP(       ) 2 1
 LG1185  NAD 83(1986)-  40 48 51.56434(N)    096 59 50.54641(W) AD(       ) 1
 LG1185  NAD 27      -  40 48 51.54000(N)    096 59 49.43800(W) AD(       ) 1
 LG1185  NAVD 88 (11/28/94)  469.8    (m)  GEOID93  model used  GPS OBS        
 LG1185  NGVD 29             469.67   (m)         1540.9    (f) LEVELING    3  
 LG1185
 LG1185.Superseded values are not recommended for survey control.
 LG1185
 LG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1185.See file dsdata.pdf to determine how the superseded data were derived.
 LG1185
 LG1185_MARKER: DS = TRIANGULATION STATION DISK
 LG1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1185_STAMPING: MILFORD 1947
 LG1185_MARK LOGO: CGS
 LG1185_PROJECTION: FLUSH
 LG1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1185+STABILITY: SURFACE MOTION
 LG1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1185+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 LG1185
 LG1185  HISTORY     - Date     Condition        Report By
 LG1185  HISTORY     - 1947     MONUMENTED       CGS
 LG1185  HISTORY     - 1961     GOOD             CGS
 LG1185  HISTORY     - 1966     GOOD             NEDR
 LG1185  HISTORY     - 19931004 GOOD             NE-109
 LG1185  HISTORY     - 20000613 GOOD             NEDR
 LG1185  HISTORY     - 20060715 GOOD             JCLS
 LG1185  HISTORY     - 20140918 GOOD             INDIV
 LG1185
 LG1185                          STATION DESCRIPTION
 LG1185
 LG1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1185'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SEWARD, 4 MILES
 LG1185'NORTHEAST OF MILFORD, 85 FEET WEST OF THE CENTER OF A DRIVEWAY,
 LG1185'AND 42 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 6.  IT IS SET
 LG1185'FLUSH WITH THE GROUND AND IS STAMPED MILFORD 1947.
 LG1185'
 LG1185'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 LG1185'NO. 6 AND 15 FEET WEST OF THE CENTER OF A DRIVEWAY.  IT PROJECTS
 LG1185'ABOUT 3 INCHES AND IS STAMPED MILFORD NO 1 1947.
 LG1185'
 LG1185'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE AND IS 35
 LG1185'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 6.  IT PROJECTS 4
 LG1185'INCHES AND IS STAMPED MILFORD NO 2 1947.
 LG1185'
 LG1185'AZIMUTH MARK IS SET IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 275
 LG1185'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 6, 150 FEET
 LG1185'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE,
 LG1185'28 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 18 FEET NORTH
 LG1185'OF A FENCE CORNER.  IT PROJECTS 2 INCHES AND IS STAMPED MILFORD
 LG1185'1947.
 LG1185'
 LG1185'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO EAST
 LG1185'ON THE MAIN STREET FOR 0.35 MILES, TURN LEFT, NORTH, ON U.S.
 LG1185'HIGHWAY NO. 6 AND GO 2.75 MILES TO THE JUNCTION OF U.S. HIGHWAY
 LG1185'NO. 6 AND STATE HIGHWAY NO. 15, TURN RIGHT, EAST, ON NO. 6 AND GO
 LG1185'2.6 MILES TO A FARM HOUSE ON THE LEFT AND THE STATION ON THE
 LG1185'LEFT AS DESCRIBED.
 LG1185'
 LG1185'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 LG1185'NO. 6 FOR 0.45 MILE TO A CROSSROAD, TURN LEFT, SOUTH, AND GO
 LG1185'275 FEET TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1185'
 LG1185'A 47 FOOT SIGNAL AT HAPPY IS VISIBLE AT 15 FEET.
 LG1185'
 LG1185'A 47 FOOT SIGNAL AT CORN IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 15 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT CLARK 1935 IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT TAMORA IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT CATTLE 1935 IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT MIDDLE IS VISIBLE AT 64 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT GARLAND IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'A 10 FOOT SIGNAL AT EMERALD IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1185
 LG1185                          STATION RECOVERY (1961)
 LG1185
 LG1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1185'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LG1185'WERE RECOVERED IN GOOD CONDITION.  THE MARKS ARE BRONZE DISKS SET
 LG1185'IN CONCRETE.
 LG1185'A COMPLETE DESCRIPTION FOLLOWS-
 LG1185'
 LG1185'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SEWARD, 4 MILES
 LG1185'NORTHEAST OF MILFORD, 85 FEET WEST OF THE CENTER OF DRIVEWAY,
 LG1185'44.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6, AND 2.0 FEET
 LG1185'NORTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS SET FLUSH
 LG1185'WITH THE GROUND SURFACE AND THE DISK IS STAMPED MILFORD 1947.
 LG1185'
 LG1185'TO REACH THE STATION FROM THE WEST EDGE OF EMERALD, GO WEST ON
 LG1185'U.S. HIGHWAY 6 FOR 5.95 MILES TO THE PLEASANT DALE CEMETERY
 LG1185'ON THE RIGHT, CONTINUE WEST ON HIGHWAY FOR 2.5 MILES TO TOP OF
 LG1185'GRADE AND STATION ON THE RIGHT AT ROAD LEADING TO WINDMILL,
 LG1185'SILO, AND BARN AS DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK
 LG1185'CONTINUE WEST ON HIGHWAY FOR 0.45 MILE TO A CROSSROADS, TURN
 LG1185'LEFT, SOUTH, FOR 0.05 MILE TO MARK ON THE LEFT AS DESCRIBED.
 LG1185'
 LG1185'REFERENCE MARK 1 IS 35.7 FEET NORTH OF THE CENTERLINE OF U.S.
 LG1185'HIGHWAY 6, 18.9 FEET WEST OF THE CENTERLINE OF DRIVEWAY.
 LG1185'THE MARK PROJECTS 3 INCHES ABOVE THE GROUND SURFACE AND IS STAMPED
 LG1185'MILFORD NO 1 1947.
 LG1185'
 LG1185'REFERENCE MARK 2 IS 32.2 FEET SOUTH OF THE CENTERLINE OF U.S.
 LG1185'HIGHWAY 6, 9.6 FEET EAST OF A TELEPHONE POLE AND IN THE ROAD
 LG1185'RIGHT-OF-WAY.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LG1185'SURFACE AND IT IS STAMPED MILFORD NO 2 1947.
 LG1185'
 LG1185'AZIMUTH MARK IS ABOUT 275 FEET SOUTH OF U.S. HIGHWAY 6, 29.7
 LG1185'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 19.7 FEET
 LG1185'NORTH OF A FENCE CORNER POST, AND 3.0 FEET SOUTHWEST OF A
 LG1185'METAL WITNESS POST AND SIGN.  THE EAST SIDE OF THE MARK
 LG1185'IS FLUSH WITH THE GROUND SURFACE AND THE WEST SIDE OF THE MARK
 LG1185'IS EXPOSED ABOUT 10 INCHES DUE TO EROSION.  IT IS STAMPED
 LG1185'MILFORD 1947.
 LG1185'
 LG1185'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES
 LG1185'OF THE FARM DRIVEWAY AND U.S. HIGHWAY 6.
 LG1185'
 LG1185'DIFFERENCES FOUND IN DISTANCE AND DIRECTION WERE DOUBLE CHECKED
 LG1185'IN THE FIELD.
 LG1185'
 LG1185'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 WAS 106.4 FEET.
 LG1185'(32.431 M)
 LG1185
 LG1185                          STATION RECOVERY (1966)
 LG1185
 LG1185'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1185'THE STATION R.M. NO. 1, R.M. NO. 2 AND THE AZIMUTH MARK WERE
 LG1185'RECOVERED IN GOOD CONDITION.
 LG1185'
 LG1185'THE MARKS ARE BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 LG1185'
 LG1185'TO REACH DESCRIPTION OF 1947 AND RECOVERY NOTE OF 1961 ARE
 LG1185'ADEQUATE.
 LG1185'
 LG1185'TO REACH THE STATION FROM THE PLEASANT DALE INTERCHANGE ON NEBRASKA
 LG1185'INTERSTATE 80 FROM THE CENTER OF THE OVERPASS, PROCEED SOUTH ON
 LG1185'SECTION LINE ROAD FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 LG1185'NO. 6, TURN RIGHT (WEST) AND CONTINUE ALONG HIGHWAY NO. 6 FOR 3.5
 LG1185'MILES TO THE STATION ON THE NORTH SIDE OF HIGHWAY NO. 6.
 LG1185
 LG1185                          STATION RECOVERY (1993)
 LG1185
 LG1185'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 LG1185'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 2.41 KM
 LG1185'(1.50 MI) NORTH AND 5.63 KM (3.50 MI) WEST FROM PLEASANT DALE, NEAR
 LG1185'THE SOUTH 1/4 CORNER OF SECTION 20, T10N, R4E OF THE SIXTH PRINCIPAL
 LG1185'MERIDIAN IN SEWARD COUNTY, NEBRASKA AND ON THE NORTH SIDE OF U.S.
 LG1185'HIGHWAY 6.
 LG1185'
 LG1185'TO REACH THE MARK FROM THE PLEASANT DALE INTERCHANGE (EXIT 388) OF
 LG1185'INTERSTATE HIGHWAY 80, GO SOUTH ON STATE HIGHWAY 103 FOR 0.80 KM (0.50
 LG1185'MI) TO U.S. HIGHWAY 6.  TURN RIGHT AND GO WEST ON HIGHWAY 6 FOR 5.63
 LG1185'KM (3.50 MI) TO THE STATION ON THE RIGHT.
 LG1185'
 LG1185'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1185'WITH THE GROUND SURFACE.  IT IS 25.45 M (83.50 FT) WEST FROM THE
 LG1185'CENTERLINE OF A DRIVEWAY, 13.20 M (43.31 FT) NORTH FROM THE CENTERLINE
 LG1185'OF THE HIGHWAY AND 2.35 M (7.71 FT) NORTH FROM AN EAST-WEST FENCE AND
 LG1185'A WITNESS POST.
 LG1185'
 LG1185'NOTE-THE REFERENCE MARKS AND AZIMUTH MARK WERE ALSO FOUND IN GOOD
 LG1185'CONDITION.
 LG1185
 LG1185                          STATION RECOVERY (2000)
 LG1185
 LG1185'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1185'RECOVERED AS DESCRIBED.
 LG1185
 LG1185                          STATION RECOVERY (2006)
 LG1185
 LG1185'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 LG1185'RECOVERED IN GOOD CONDITION.
 LG1185
 LG1185                          STATION RECOVERY (2014)
 LG1185
 LG1185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 LG1185'RECOVERED AS DESCRIBED, BUT NOT RECOMMENDED FOR SERIOUS GPS
 LG1185'OBSERVATION.  THE AZIMUTH WAS FOUND IN GOOD CONDITION ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0769 ***********************************************************************
 LG0769  DESIGNATION -  MILFORD 1
 LG0769  PID         -  LG0769
 LG0769  STATE/COUNTY-  NE/SEWARD
 LG0769  COUNTRY     -  US
 LG0769  USGS QUAD   -  GOEHNER (2017)
 LG0769
 LG0769                         *CURRENT SURVEY CONTROL
 LG0769  ______________________________________________________________________
 LG0769* NAD 83(1995) POSITION- 40 48 52.41418(N) 097 10 40.94515(W)   ADJUSTED
 LG0769* NAVD 88 ORTHO HEIGHT -   466.27  (+/-2cm)     1529.8   (feet) VERTCON
 LG0769  ______________________________________________________________________
 LG0769  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 LG0769  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LG0769  HORZ ORDER      -  SECOND
 LG0769  VERT ORDER      -  THIRD ? (See Below)
 LG0769
 LG0769.The horizontal coordinates were established by classical geodetic methods
 LG0769.and adjusted by the National Geodetic Survey in August 1997.
 LG0769
 LG0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0769
 LG0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0769.GEOID18 height accuracy estimate available here.
 LG0769
 LG0769.The vertical order pertains to the NGVD 29 superseded value.
 LG0769
 LG0769.Click photographs - Photos may exist for this station.
 LG0769
 LG0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0769
 LG0769. The following values were computed from the NAD 83(1995) position.
 LG0769
 LG0769;                    North         East     Units Scale Factor Converg.
 LG0769;SPC NE       -   112,827.441   737,983.944   MT  0.99973083   +1 52 12.4
 LG0769;SPC NE       -   370,168.03  2,421,202.32   sFT  0.99973083   +1 52 12.4
 LG0769;UTM  14      - 4,519,768.914   653,662.076   MT  0.99989063   +1 11 27.9
 LG0769
 LG0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0769!SPC NE       -   0.99993109  x   0.99973083  =   0.99966194
 LG0769!UTM  14      -   0.99993109  x   0.99989063  =   0.99982172
 LG0769
 LG0769:                Primary Azimuth Mark                     Grid Az
 LG0769:SPC NE       -  MILFORD 2                                268 22 56.8
 LG0769:UTM  14      -  MILFORD 2                                269 03 41.3
 LG0769
 LG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5366219768(NAD 83)
 LG0769
 LG0769|---------------------------------------------------------------------|
 LG0769| PID    Reference Object                     Distance      Geod. Az  |
 LG0769|                                                           dddmmss.s |
 LG0769| CO1803 MILFORD 1 RM 1                                     12224     |
 LG0769| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 1.3 KM 1921522.2 |
 LG0769| CO1804 MILFORD 1 RM 2                                     21923     |
 LG0769| LG0770 MILFORD 2                           APPROX. 3.2 KM 2701509.2 |
 LG0769|---------------------------------------------------------------------|
 LG0769
 LG0769                          SUPERSEDED SURVEY CONTROL
 LG0769
 LG0769  NAD 83(1986)-  40 48 52.42325(N)    097 10 40.94531(W) AD(       ) 2
 LG0769  NAD 27      -  40 48 52.39547(N)    097 10 39.79066(W) AD(       ) 2
 LG0769  NGVD 29             466.09   (m)         1529.2    (f) LEVELING    3  
 LG0769
 LG0769.Superseded values are not recommended for survey control.
 LG0769
 LG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0769.See file dsdata.pdf to determine how the superseded data were derived.
 LG0769
 LG0769_MARKER: DS = TRIANGULATION STATION DISK
 LG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0769_STAMPING: MILFORD-1 1961
 LG0769_MARK LOGO: NEDR
 LG0769_PROJECTION: RECESSED 27 CENTIMETERS
 LG0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0769+STABILITY: SURFACE MOTION
 LG0769
 LG0769  HISTORY     - Date     Condition        Report By
 LG0769  HISTORY     - 1961     MONUMENTED       NEDR
 LG0769
 LG0769                          STATION DESCRIPTION
 LG0769
 LG0769'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0769'THE STATION IS LOCATED 1.3 MILES SOUTH AND 2.25 MILES EAST OF
 LG0769'U.S. POST OFFICE IN GOEHNER, AT INTERSECTION OF SECTION 22,
 LG0769'23, 26 AND 27 T10N R 2 E.
 LG0769'
 LG0769'TO REACH STATION FROM THE U.S. POST OFFICE IN GOEHNER, GO 0.3
 LG0769'MILES SOUTH ON MAIN STREET TO T INTERSECTION, TURN LEFT (EAST)
 LG0769'AND GO 0.25 MILES TO COUNTY ROAD INTERSECTION, TURN RIGHT (SOUTH)
 LG0769'AND GO 1.0 MILE TO COUNTY ROAD INTERSECTION, TURN LEFT (EAST)
 LG0769'AND GO 2.0 MILES TO STATION.
 LG0769'
 LG0769'THE STATION IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION DISK
 LG0769'STAMPED MILFORD 1-1961 BURIED .9 BELOW GROUND ELEVATION.  IT
 LG0769'IS 10.0 FEET NORTH TO THE CENTERLINE EAST-WEST COUNTY ROAD, 7.0
 LG0769'FEET EAST TO CENTERLINE NORTH-SOUTH COUNTY ROAD.
 LG0769'
 LG0769'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0769'DISK STAMPED MILFORD 1 RM 1 IS 31.0 FEET EAST FROM CENTERLINE
 LG0769'NORTH-SOUTH COUNTY ROAD, 32.0 FEET SOUTH FROM CENTERLINE EAST-WEST
 LG0769'COUNTY ROAD, AND 2.2 FEET NORTHWEST OF COTTONWOOD TREE.
 LG0769'R.M. 1 PROJECTS 0.3 FEET ABOVE GROUND ELEVATION.
 LG0769'
 LG0769'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LG0769'MARK DISK STAMPED MILFORD 1, R.M. 2.  IT IS 38.0 FEET SOUTH
 LG0769'OF CENTERLINE EAST-WEST COUNTY ROAD, 30.0 FEET WEST OF CENTERLINE
 LG0769'NORTH-SOUTH COUNTY ROAD, 2.0 FEET NORTH OF FENCE CORNER POST,
 LG0769'AND 12.3 FEET WEST OF POWER POLE.  IT PROJECTS 0.3 FEET ABOVE
 LG0769'GROUND ELEVATION.
 LG0769'
 LG0769'AZIMUTH MARK (NONE).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0770 ***********************************************************************
 LG0770  DESIGNATION -  MILFORD 2
 LG0770  PID         -  LG0770
 LG0770  STATE/COUNTY-  NE/SEWARD
 LG0770  COUNTRY     -  US
 LG0770  USGS QUAD   -  GOEHNER (2017)
 LG0770
 LG0770                         *CURRENT SURVEY CONTROL
 LG0770  ______________________________________________________________________
 LG0770* NAD 83(1995) POSITION- 40 48 52.85197(N) 097 12 58.43976(W)   ADJUSTED
 LG0770* NAVD 88 ORTHO HEIGHT -   470.81  (+/-2cm)     1544.6   (feet) VERTCON
 LG0770  ______________________________________________________________________
 LG0770  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 LG0770  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 LG0770  HORZ ORDER      -  SECOND
 LG0770  VERT ORDER      -  THIRD ? (See Below)
 LG0770
 LG0770.The horizontal coordinates were established by classical geodetic methods
 LG0770.and adjusted by the National Geodetic Survey in August 1997.
 LG0770
 LG0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0770
 LG0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0770.GEOID18 height accuracy estimate available here.
 LG0770
 LG0770.The vertical order pertains to the NGVD 29 superseded value.
 LG0770
 LG0770.Click photographs - Photos may exist for this station.
 LG0770
 LG0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0770
 LG0770. The following values were computed from the NAD 83(1995) position.
 LG0770
 LG0770;                    North         East     Units Scale Factor Converg.
 LG0770;SPC NE       -   112,736.517   734,763.709   MT  0.99973081   +1 50 41.3
 LG0770;SPC NE       -   369,869.72  2,410,637.27   sFT  0.99973081   +1 50 41.3
 LG0770;UTM  14      - 4,519,716.141   650,440.495   MT  0.99987857   +1 09 58.0
 LG0770
 LG0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0770!SPC NE       -   0.99993037  x   0.99973081  =   0.99966120
 LG0770!UTM  14      -   0.99993037  x   0.99987857  =   0.99980895
 LG0770
 LG0770:                Primary Azimuth Mark                     Grid Az
 LG0770:SPC NE       -  MILFORD 3                                268 09 12.3
 LG0770:UTM  14      -  MILFORD 3                                268 49 55.6
 LG0770
 LG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5044019716(NAD 83)
 LG0770
 LG0770|---------------------------------------------------------------------|
 LG0770| PID    Reference Object                     Distance      Geod. Az  |
 LG0770|                                                           dddmmss.s |
 LG0770| CO1805 MILFORD 2 RM 1                                     00047     |
 LG0770| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 3.2 KM 1140735.4 |
 LG0770| CO1806 MILFORD 2 RM 2                                     20734     |
 LG0770| LG0799 MILFORD 3                           APPROX. 4.6 KM 2695953.6 |
 LG0770|---------------------------------------------------------------------|
 LG0770
 LG0770                          SUPERSEDED SURVEY CONTROL
 LG0770
 LG0770  NAD 83(1986)-  40 48 52.86095(N)    097 12 58.43997(W) AD(       ) 2
 LG0770  NAD 27      -  40 48 52.83263(N)    097 12 57.27999(W) AD(       ) 2
 LG0770  NGVD 29             470.63   (m)         1544.1    (f) LEVELING    3  
 LG0770
 LG0770.Superseded values are not recommended for survey control.
 LG0770
 LG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0770.See file dsdata.pdf to determine how the superseded data were derived.
 LG0770
 LG0770_MARKER: DS = TRIANGULATION STATION DISK
 LG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0770_STAMPING: MILFORD 2 1961
 LG0770_MARK LOGO: CGS
 LG0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0770+STABILITY: SURFACE MOTION
 LG0770
 LG0770  HISTORY     - Date     Condition        Report By
 LG0770  HISTORY     - 1961     MONUMENTED       NEDR
 LG0770
 LG0770                          STATION DESCRIPTION
 LG0770
 LG0770'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0770'THE STATION IS LOCATED 1.3 MILES SOUTH OF U.S. P.O. AT GOEHNER,
 LG0770'IN SEC. 29, T10N, R.2E..
 LG0770'
 LG0770'TO REACH THE STATION FROM THE POST OFFICE IN GOEHNER GO 0.3
 LG0770'MILES SOUTH ON MAIN STREET TO T INTERSECTION, TURN LEFT (EAST)
 LG0770'AND GO 0.25 MILE TO INTERSECTION WITH NORTH-SOUTH COUNTY ROAD,
 LG0770'TURN RIGHT (SOUTH) AND GO 1.0 MILE TO INTERSECTION OF EAST-WEST
 LG0770'COUNTY ROAD AND STATION.
 LG0770'
 LG0770'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0770'STAMPED MILFORD 2-1961.  34.9 FEET EAST TO CENTERLINE OF
 LG0770'NORTH-SOUTH COUNTY ROAD, 49.0 FEET NORTH TO CENTERLINE OF
 LG0770'EAST-WEST COUNTY ROAD, 17.1 FEET NORTH TO POWER POLE, 42.6 FEET
 LG0770'SOUTHWEST TO NORTHWEST CORNER OF CORN CRIB.  MONUMENT PROJECTS
 LG0770'0.9 FEET BELOW GROUND ELEVATION.
 LG0770'
 LG0770'REFERENCE MARK 1, A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0770'DISK STAMPED MILFORD 2 R.M.1 IS 33.0 FEET WEST OF CENTERLINE
 LG0770'OF NORTH-SOUTH COUNTY ROAD, 33.0 FEET SOUTH OF CENTERLINE OF
 LG0770'EAST-WEST COUNTY ROAD, 1.6 FEET SOUTHWEST OF POWER POLE, 57.2
 LG0770'FEET NORTHEAST OF NORTHEAST CORNER OF CORN CRIB.  R.M.1 PROJECTS
 LG0770'0.3 FEET ABOVE GROUND ELEVATION.
 LG0770'
 LG0770'REFERENCE MARK 2, A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0770'DISK STAMPED MILFORD 2 R.M.2 IS 54.1 FEET WEST OF CENTERLINE
 LG0770'OF NORTH-SOUTH COUNTY ROAD, 85.0 FEET SOUTH OF CENTERLINE OF
 LG0770'EAST-WEST COUNTY ROAD, 2.3 FEET WEST OF NORTHEAST CORNER OF
 LG0770'CORN CRIB.
 LG0770'
 LG0770'AZIMUTH MARK (NONE).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0799 ***********************************************************************
 LG0799  DESIGNATION -  MILFORD 3
 LG0799  PID         -  LG0799
 LG0799  STATE/COUNTY-  NE/SEWARD
 LG0799  COUNTRY     -  US
 LG0799  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0799
 LG0799                         *CURRENT SURVEY CONTROL
 LG0799  ______________________________________________________________________
 LG0799* NAD 83(1995) POSITION- 40 48 52.80100(N) 097 16 14.67659(W)   ADJUSTED
 LG0799* NAVD 88 ORTHO HEIGHT -   476.81  (+/-2cm)     1564.3   (feet) VERTCON
 LG0799  ______________________________________________________________________
 LG0799  GEOID HEIGHT    -        -26.836 (meters)                     GEOID18
 LG0799  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LG0799  HORZ ORDER      -  SECOND
 LG0799  VERT ORDER      -  THIRD ? (See Below)
 LG0799
 LG0799.The horizontal coordinates were established by classical geodetic methods
 LG0799.and adjusted by the National Geodetic Survey in August 1997.
 LG0799
 LG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0799
 LG0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0799.GEOID18 height accuracy estimate available here.
 LG0799
 LG0799.The vertical order pertains to the NGVD 29 superseded value.
 LG0799
 LG0799.Click photographs - Photos may exist for this station.
 LG0799
 LG0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0799
 LG0799. The following values were computed from the NAD 83(1995) position.
 LG0799
 LG0799;                    North         East     Units Scale Factor Converg.
 LG0799;SPC NE       -   112,588.381   730,168.284   MT  0.99973081   +1 48 31.2
 LG0799;SPC NE       -   369,383.71  2,395,560.45   sFT  0.99973081   +1 48 31.2
 LG0799;UTM  14      - 4,519,622.416   645,842.997   MT  0.99986180   +1 07 49.7
 LG0799
 LG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0799!SPC NE       -   0.99992942  x   0.99973081  =   0.99966025
 LG0799!UTM  14      -   0.99992942  x   0.99986180  =   0.99979123
 LG0799
 LG0799:                Primary Azimuth Mark                     Grid Az
 LG0799:SPC NE       -  GOEHNER TV STATION KOLN MAST             098 03 40.8
 LG0799:UTM  14      -  GOEHNER TV STATION KOLN MAST             098 44 22.3
 LG0799
 LG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4584219622(NAD 83)
 LG0799
 LG0799|---------------------------------------------------------------------|
 LG0799| PID    Reference Object                     Distance      Geod. Az  |
 LG0799|                                                           dddmmss.s |
 LG0799| CO1807 MILFORD 3 RM 1                                     05621     |
 LG0799| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 7.7 KM 0995212.0 |
 LG0799| CO1808 MILFORD 3 RM 2                                     30301     |
 LG0799|---------------------------------------------------------------------|
 LG0799
 LG0799                          SUPERSEDED SURVEY CONTROL
 LG0799
 LG0799  NAD 83(1986)-  40 48 52.80981(N)    097 16 14.67691(W) AD(       ) 2
 LG0799  NAD 27      -  40 48 52.78094(N)    097 16 13.50811(W) AD(       ) 2
 LG0799  NGVD 29             476.63   (m)         1563.7    (f) LEVELING    3  
 LG0799
 LG0799.Superseded values are not recommended for survey control.
 LG0799
 LG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0799.See file dsdata.pdf to determine how the superseded data were derived.
 LG0799
 LG0799_MARKER: DS = TRIANGULATION STATION DISK
 LG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0799_STAMPING: MILFORD 3 1961
 LG0799_MARK LOGO: NEDR
 LG0799_PROJECTION: RECESSED 27 CENTIMETERS
 LG0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0799+STABILITY: SURFACE MOTION
 LG0799
 LG0799  HISTORY     - Date     Condition        Report By
 LG0799  HISTORY     - 1961     MONUMENTED       NEDR
 LG0799
 LG0799                          STATION DESCRIPTION
 LG0799
 LG0799'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0799'THE STATION IS LOCATED 0.6 MILES EAST AND 2.6 MILES NORTH OF
 LG0799'THE POST OFFICE IN BEAVER CROSSING IN COUNTY ROAD BETWEEN SECTIONS
 LG0799'24 AND 25, T10N R 1E.
 LG0799'
 LG0799'TO REACH THE STATION FROM THE POST OFFICE IN BEAVER CROSSING,
 LG0799'GO EAST ON MAIN STREET TO A T INTERSECTION, TURN LEFT AND GO
 LG0799'NORTH 2.6 MILES TO AN INTERSECTION WITH A COUNTY ROAD, TURN RIGHT
 LG0799'AND GO EAST 0.1 MILES TO STATION IN COUNTY ROAD AS DESCRIBED.
 LG0799'
 LG0799'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0799'DISK STAMPED MILFORD 3, 1961 AND SET IN THE TOP OF A CONCRETE
 LG0799'MONUMENT BURIED 0.9 FEET BELOW THE SURFACE OF THE ROADWAY.
 LG0799'IT IS 130.2 FEET SOUTHEAST TO THE NORTHWEST CORNER OF A HOUSE
 LG0799'AND 182.5 FEET WEST SOUTHWEST TO A TELEPHONE POLE.
 LG0799'
 LG0799'REFERENCE MARK NUMBER ONE IS A STANDARD DEPARTMENT OF ROADS
 LG0799'REFERENCE MARK DISK STAMPED MILFORD 3 RM 1 SET IN THE TOP OF A
 LG0799'CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE
 LG0799'GROUND.  IT IS 29.0 FEET SOUTH TO THE CENTER OF AN EAST-WEST
 LG0799'COUNTY ROAD.
 LG0799'
 LG0799'REFERENCE MARK NUMBER TWO IS A STANDARD DEPARTMENT OF ROADS
 LG0799'REFERENCE MARK DISK STAMPED MILFORD 3 RM 2 SET IN THE TOP
 LG0799'OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE
 LG0799'GROUND.  IT IS 28.0 FEET SOUTH TO THE CENTER OF AN EAST-WEST
 LG0799'COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0767 ***********************************************************************
 LG0767  DESIGNATION -  MILFORD INDUSTRIAL HOME TANK
 LG0767  PID         -  LG0767
 LG0767  STATE/COUNTY-  NE/SEWARD
 LG0767  COUNTRY     -  US
 LG0767  USGS QUAD   -  MILFORD (2017)
 LG0767
 LG0767                         *CURRENT SURVEY CONTROL
 LG0767  ______________________________________________________________________
 LG0767* NAD 83(1995) POSITION- 40 46 21.09808(N) 097 01 25.54438(W)   ADJUSTED
 LG0767  ______________________________________________________________________
 LG0767  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 LG0767  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 LG0767  HORZ ORDER      -  THIRD
 LG0767
 LG0767.The horizontal coordinates were established by classical geodetic methods
 LG0767.and adjusted by the National Geodetic Survey in August 1997.
 LG0767
 LG0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0767.GEOID18 height accuracy estimate available here.
 LG0767
 LG0767.Click photographs - Photos may exist for this station.
 LG0767
 LG0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0767
 LG0767. The following values were computed from the NAD 83(1995) position.
 LG0767
 LG0767;                    North         East     Units Scale Factor Converg.
 LG0767;SPC NE       -   108,600.030   751,150.248   MT  0.99973987   +1 58 20.4
 LG0767;SPC NE       -   356,298.60  2,464,398.77   sFT  0.99973987   +1 58 20.4
 LG0767;UTM  14      - 4,515,384.700   666,779.638   MT  0.99994237   +1 17 27.2
 LG0767
 LG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6677915384(NAD 83)
 LG0767
 LG0767                          SUPERSEDED SURVEY CONTROL
 LG0767
 LG0767  NAD 83(1986)-  40 46 21.10740(N)    097 01 25.54445(W) AD(       ) 3
 LG0767  NAD 27      -  40 46 21.08000(N)    097 01 24.43000(W) AD(       ) 3
 LG0767
 LG0767.Superseded values are not recommended for survey control.
 LG0767
 LG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0767.See file dsdata.pdf to determine how the superseded data were derived.
 LG0767
 LG0767_MARKER: 53 = ELEVATED TANK
 LG0767
 LG0767  HISTORY     - Date     Condition        Report By
 LG0767  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0767  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 LG0767
 LG0767                          STATION DESCRIPTION
 LG0767
 LG0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0767'THE STATION IS THE WATER TANK OF THE STATE INDUSTRIAL SCHOOL FOR
 LG0767'WOMEN, LOCATED ABOUT 1.5 MILES EAST OF MILFORD ON THE TOP OF A
 LG0767'PROMINENT HILL AND JUST NORTH-EAST OF THE INDUSTRIAL SCHOOL
 LG0767'OFFICE.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET
 LG0767'HIGH.  THE ENTIRE STRUCTURE IS PAINTED ALUMNINUM. POINT OBSERVED
 LG0767'UPON, FINIAL ON THE APEX OF THE ROOF.
 LG0767
 LG0767                          STATION RECOVERY (2002)
 LG0767
 LG0767'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0767'INDUSTRIAL SCHOOL FOR WOMEN IS NOW MILFORD CHRISTIAN SCHOOL. TANK
 LG0767'EXISTS, BUT FINIAL ON APEX OF ROOF OF TANK NO LONGER EXISTS. AT NORTH
 LG0767'EDGE OF MILFORD AT STATE RD 15, TAKE SUNRISE RD. 1.5 MILES EAST TO W.
 LG0767'224TH ST. TANK IS 1/16 MILE SOUTH OF SUNRISE RD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0764 ***********************************************************************
 LG0764  DESIGNATION -  MILFORD MUNICIPAL TANK
 LG0764  PID         -  LG0764
 LG0764  STATE/COUNTY-  NE/SEWARD
 LG0764  COUNTRY     -  US
 LG0764  USGS QUAD   -  MILFORD (2017)
 LG0764
 LG0764                         *CURRENT SURVEY CONTROL
 LG0764  ______________________________________________________________________
 LG0764* NAD 83(1995) POSITION- 40 46 21.45287(N) 097 03 31.53709(W)   ADJUSTED
 LG0764  ______________________________________________________________________
 LG0764  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 LG0764  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 LG0764  HORZ ORDER      -  THIRD
 LG0764
 LG0764.The horizontal coordinates were established by classical geodetic methods
 LG0764.and adjusted by the National Geodetic Survey in August 1997.
 LG0764
 LG0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0764.GEOID18 height accuracy estimate available here.
 LG0764
 LG0764.Click photographs - Photos may exist for this station.
 LG0764
 LG0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0764
 LG0764. The following values were computed from the NAD 83(1995) position.
 LG0764
 LG0764;                    North         East     Units Scale Factor Converg.
 LG0764;SPC NE       -   108,509.898   748,197.712   MT  0.99973985   +1 56 56.9
 LG0764;SPC NE       -   356,002.89  2,454,711.99   sFT  0.99973985   +1 56 56.9
 LG0764;UTM  14      - 4,515,329.671   663,825.659   MT  0.99993035   +1 16 04.9
 LG0764
 LG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6382515329(NAD 83)
 LG0764
 LG0764                          SUPERSEDED SURVEY CONTROL
 LG0764
 LG0764  NAD 83(1986)-  40 46 21.46196(N)    097 03 31.53717(W) AD(       ) 3
 LG0764  NAD 27      -  40 46 21.43600(N)    097 03 30.42400(W) AD(       ) 3
 LG0764
 LG0764.Superseded values are not recommended for survey control.
 LG0764
 LG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0764.See file dsdata.pdf to determine how the superseded data were derived.
 LG0764
 LG0764_MARKER: 53 = ELEVATED TANK
 LG0764
 LG0764  HISTORY     - Date     Condition        Report By
 LG0764  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0764  HISTORY     - 1935     GOOD             CGS
 LG0764  HISTORY     - 1947     GOOD             CGS
 LG0764  HISTORY     - 19800611 GOOD             NGS
 LG0764  HISTORY     - 20020813 GOOD             USPSQD
 LG0764
 LG0764                          STATION DESCRIPTION
 LG0764
 LG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0764'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER, MUNICIPAL WATER
 LG0764'TANK LOCATED IN THE WEST PART OF TOWN.  APPROXIMATELY 100 FEET
 LG0764'HIGH.
 LG0764'
 LG0764'OBSERVED UPON FROM STATIONS CATTLE, EARNEST, BEAVER, AND CLARK.
 LG0764
 LG0764                          STATION RECOVERY (1935)
 LG0764
 LG0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0764'RECOVERED IN GOOD CONDITION.
 LG0764
 LG0764                          STATION RECOVERY (1947)
 LG0764
 LG0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0764'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 LG0764'IN THE WEST EDGE OF TOWN BETWEEN SECOND AND THIRD STREETS ON
 LG0764'F STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET
 LG0764'HIGH.  THE ENTIRE STRUCTURE IS PAINTED ALUMNINUM.  POINT
 LG0764'OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 LG0764'
 LG0764'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0764
 LG0764                          STATION RECOVERY (1980)
 LG0764
 LG0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG0764'RECOVERED IN GOOD CONDITION.
 LG0764
 LG0764                          STATION RECOVERY (2002)
 LG0764
 LG0764'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0766 ***********************************************************************
 LG0766  DESIGNATION -  MILFORD TRADE SCHOOL POWER STK
 LG0766  PID         -  LG0766
 LG0766  STATE/COUNTY-  NE/SEWARD
 LG0766  COUNTRY     -  US
 LG0766  USGS QUAD   -  MILFORD (2017)
 LG0766
 LG0766                         *CURRENT SURVEY CONTROL
 LG0766  ______________________________________________________________________
 LG0766* NAD 83(1995) POSITION- 40 46 05.87026(N) 097 02 38.71164(W)   ADJUSTED
 LG0766  ______________________________________________________________________
 LG0766  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 LG0766  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 LG0766  HORZ ORDER      -  THIRD
 LG0766
 LG0766.The horizontal coordinates were established by classical geodetic methods
 LG0766.and adjusted by the National Geodetic Survey in August 1997.
 LG0766
 LG0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0766.GEOID18 height accuracy estimate available here.
 LG0766
 LG0766.Click photographs - Photos may exist for this station.
 LG0766
 LG0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0766
 LG0766. The following values were computed from the NAD 83(1995) position.
 LG0766
 LG0766;                    North         East     Units Scale Factor Converg.
 LG0766;SPC NE       -   108,071.855   749,451.907   MT  0.99974081   +1 57 31.9
 LG0766;SPC NE       -   354,565.74  2,458,826.80   sFT  0.99974081   +1 57 31.9
 LG0766;UTM  14      - 4,514,876.659   665,074.797   MT  0.99993541   +1 16 39.0
 LG0766
 LG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6507414876(NAD 83)
 LG0766
 LG0766                          SUPERSEDED SURVEY CONTROL
 LG0766
 LG0766  NAD 83(1986)-  40 46 05.87956(N)    097 02 38.71177(W) AD(       ) 3
 LG0766  NAD 27      -  40 46 05.85000(N)    097 02 37.59000(W) AD(       ) 3
 LG0766
 LG0766.Superseded values are not recommended for survey control.
 LG0766
 LG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0766.See file dsdata.pdf to determine how the superseded data were derived.
 LG0766
 LG0766_MARKER: 63 = STACK
 LG0766
 LG0766  HISTORY     - Date     Condition        Report By
 LG0766  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0766  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 LG0766
 LG0766                          STATION DESCRIPTION
 LG0766
 LG0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0766'THE STATION IS THE TALL CONCRETE STACK OF THE NEBRASKA STATE
 LG0766'TRADE SCHOOL, HEATING AND LIGHTING SYSTEM, LOCATED IN THE SOUTHEAST
 LG0766'EDGE OF THE TOWN OF MILFORD ON THE SCHOOL GROUNDS AND JUST SOUTH OF
 LG0766'THE ADMINSTRATION BUILDING.  IT IS AN ALL CONCRETE STRUCTURE ABOUT
 LG0766'110 FEET HIGH.  POINT OBSERVED UPON, CENTER OF THE TOP OF STACK.
 LG0766
 LG0766                          STATION RECOVERY (2002)
 LG0766
 LG0766'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0766'SITE LOCATED. MILFORD TRADE SCHOOL IS NOW SE COMMUNITY COLLEGE-MILFORD
 LG0766'CAMPUS. ACCORDING TO 1963 GRADUATE OF TRADE SCHOOL, BUILDING WITH
 LG0766'STACK WAS TORN DOWN AND STACK DEMOLISHED DURING '63-'64. PICTURE
 LG0766'SHOWING STACK FROM 1963 SCHOOL YEARBOOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1818 ***********************************************************************
 NM1818  DESIGNATION -  MILL
 NM1818  PID         -  NM1818
 NM1818  STATE/COUNTY-  NE/KNOX
 NM1818  COUNTRY     -  US
 NM1818  USGS QUAD   -  TABOR SE (2017)
 NM1818
 NM1818                         *CURRENT SURVEY CONTROL
 NM1818  ______________________________________________________________________
 NM1818* NAD 83(1995) POSITION- 42 47 55.24624(N) 097 33 13.70737(W)   ADJUSTED
 NM1818* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 NM1818  ______________________________________________________________________
 NM1818  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 NM1818  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 NM1818  HORZ ORDER      -  SECOND
 NM1818
 NM1818.The horizontal coordinates were established by classical geodetic methods
 NM1818.and adjusted by the National Geodetic Survey in August 1997.
 NM1818
 NM1818.The orthometric height was scaled from a topographic map.
 NM1818
 NM1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1818.GEOID18 height accuracy estimate available here.
 NM1818
 NM1818.Click photographs - Photos may exist for this station.
 NM1818
 NM1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1818
 NM1818. The following values were computed from the NAD 83(1995) position.
 NM1818
 NM1818;                    North         East     Units Scale Factor Converg.
 NM1818;SPC NE       -   332,087.896   700,070.946   MT  0.99991390   +1 37 15.9
 NM1818;SPC NE       - 1,089,525.04  2,296,816.10   sFT  0.99991390   +1 37 15.9
 NM1818;SPC SD S     -    55,501.103   827,343.228   MT  1.00000838   +1 55 02.9
 NM1818;SPC SD S     -   182,089.87  2,714,375.24   sFT  1.00000838   +1 55 02.9
 NM1818;UTM  14      - 4,739,473.055   618,261.859   MT  0.99977206   +0 58 57.7
 NM1818
 NM1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1818!SPC NE       -   0.99993373  x   0.99991390  =   0.99984763
 NM1818!SPC SD S     -   0.99993373  x   1.00000838  =   0.99994211
 NM1818!UTM  14      -   0.99993373  x   0.99977206  =   0.99970580
 NM1818
 NM1818:                Primary Azimuth Mark                     Grid Az
 NM1818:SPC NE       -  MILL AZ MK                               058 52 10.1
 NM1818:SPC SD S     -  MILL AZ MK                               058 34 23.1
 NM1818:UTM  14      -  MILL AZ MK                               059 30 28.3
 NM1818
 NM1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1826139473(NAD 83)
 NM1818
 NM1818|---------------------------------------------------------------------|
 NM1818| PID    Reference Object                     Distance      Geod. Az  |
 NM1818|                                                           dddmmss.s |
 NM1818| CO3262 MILL AZ MK                                         0602926.0 |
 NM1818| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX. 8.6 KM 1491621.6 |
 NM1818| CO3263 MILL RM 1                            30.757 METERS 22633     |
 NM1818| CO3264 MILL RM 2                            26.883 METERS 30016     |
 NM1818|---------------------------------------------------------------------|
 NM1818
 NM1818                          SUPERSEDED SURVEY CONTROL
 NM1818
 NM1818  NAD 83(1986)-  42 47 55.25464(N)    097 33 13.70096(W) AD(       ) 2
 NM1818  NAD 27      -  42 47 55.25800(N)    097 33 12.46600(W) AD(       ) 2
 NM1818
 NM1818.Superseded values are not recommended for survey control.
 NM1818
 NM1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1818.See file dsdata.pdf to determine how the superseded data were derived.
 NM1818
 NM1818_MARKER: DS = TRIANGULATION STATION DISK
 NM1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1818_STAMPING: MILL 1948
 NM1818_MARK LOGO: CGS
 NM1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1818+STABILITY: SURFACE MOTION
 NM1818
 NM1818  HISTORY     - Date     Condition        Report By
 NM1818  HISTORY     - 1948     MONUMENTED       CGS
 NM1818  HISTORY     - 1971     GOOD             LOCENG
 NM1818
 NM1818                          STATION DESCRIPTION
 NM1818
 NM1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1818'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF CROFTON,
 NM1818'ABOUT 0.2 MILE SOUTHWEST OF A WHITE CHURCH, ABOUT 0.1 MILE
 NM1818'NORTHEAST OF MR. MISCHKES HOUSE, AND 82 FEET EAST OF A
 NM1818'NORTH-SOUTH FENCE LINE.  THE DISK IS STAMPED MILL 1948 AND
 NM1818'PROJECTS 2 INCHES.
 NM1818'
 NM1818'REFERENCE MARK NO. 1 IS 100.91 FEET SOUTHWEST OF THE STATION,
 NM1818'82 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, AND 1 FOOT
 NM1818'EAST OF THE FENCE LINE.  THE DISK IS STAMPED MILL NO 1 1948
 NM1818'AND PROJECTS 10 INCHES.
 NM1818'
 NM1818'REFERENCE MARK NO. 2 IS 88.20 FEET WEST-NORTHWEST OF THE
 NM1818'STATION, 82 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 NM1818'SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF THE FENCE LINE.
 NM1818'THE DISK IS STAMPED MILL NO 2 1948 AND PROJECTS 8 INCHES.
 NM1818'
 NM1818'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION,
 NM1818'68 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF THE WHITE
 NM1818'CHURCH, 13 PACES SOUTH OF A SMALL SHED, 3 FEET WEST OF A
 NM1818'WITNESS POST, AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 NM1818'THE DISK IS STAMPED MILL 1948 AND PROJECTS 6 INCHES.
 NM1818'
 NM1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1818'AND STATE ROUTE 12, AT THE WEST EDGE OF CROFTON, GO NORTH
 NM1818'ON U.S. HIGHWAY 81 FOR 5.05 MILES TO A CROSSROAD.  TURN
 NM1818'LEFT AND FOLLOW A DIRT ROAD WEST FOR 1.0 MILE TO A CROSS
 NM1818'ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO ANOTHER CROSSROAD.
 NM1818'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A WHITE CHURCH ON
 NM1818'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST
 NM1818'FOR 0.2 MILE TO A SHARP TURN TO THE LEFT.  TURN LEFT AND
 NM1818'GO SOUTH, ON THE DIRT ROAD, FOR 0.25 MILE TO A GATE ON THE
 NM1818'LEFT BETWEEN 2 BARNS.  TURN LEFT, PASS THRU THE GATE AND GO
 NM1818'NORTH FOR ABOUT 100 FEET TO ANOTHER GATE.  PASS THRU THE
 NM1818'GATE AND GO NORTH FOR 0.05 MILE TO THE TOP OF A SMALL KNOLL
 NM1818'AND THE STATION AS DESCRIBED.
 NM1818'
 NM1818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1818
 NM1818                          STATION RECOVERY (1971)
 NM1818
 NM1818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AEP)
 NM1818'RECOVERED BY GOLLEHON SCHEMMER AND ASSOCIATES INC.
 NM1818'
 NM1818'MILL 1948-GOOD
 NM1818'
 NM1818'NO. 1 MILL 1948-GOOD
 NM1818'
 NM1818'NO. 2 MILL 1948-CONCRETE CHIPPED AROUND DISC
 NM1818'
 NM1818'MILL 1948 ON KNOLL IN AREA BEING USED FOR HOG YARD
 NM1818'
 NM1818'EROSION OF DIRT AROUND MILL NO. 1 AND MILL NO. 2 IS VERY
 NM1818'BAD.
 NM1818'
 NM1818'DESCRIPTION TO FIND MARK IS GOOD EXCEPT THE HIGHWAY NORTH
 NM1818'FROM CROFTON NEBR. IS S.R. 121 INSTEAD OF HIGHWAY 81.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0625 ***********************************************************************
 NP0625  DESIGNATION -  MILL
 NP0625  PID         -  NP0625
 NP0625  STATE/COUNTY-  NE/SHERIDAN
 NP0625  COUNTRY     -  US
 NP0625  USGS QUAD   -  WHITE LAKE (2017)
 NP0625
 NP0625                         *CURRENT SURVEY CONTROL
 NP0625  ______________________________________________________________________
 NP0625* NAD 83(1995) POSITION- 42 14 21.22385(N) 102 22 20.50530(W)   ADJUSTED
 NP0625* NAVD 88 ORTHO HEIGHT -  1274.    (meters)     4180.    (feet) SCALED
 NP0625  ______________________________________________________________________
 NP0625  GEOID HEIGHT    -        -18.595 (meters)                     GEOID18
 NP0625  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 NP0625  HORZ ORDER      -  FIRST
 NP0625
 NP0625.The horizontal coordinates were established by classical geodetic methods
 NP0625.and adjusted by the National Geodetic Survey in August 1997.
 NP0625
 NP0625.The orthometric height was scaled from a topographic map.
 NP0625
 NP0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0625.GEOID18 height accuracy estimate available here.
 NP0625
 NP0625.Click photographs - Photos may exist for this station.
 NP0625
 NP0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0625
 NP0625. The following values were computed from the NAD 83(1995) position.
 NP0625
 NP0625;                    North         East     Units Scale Factor Converg.
 NP0625;SPC NE       -   269,808.589   304,261.248   MT  0.99974049   -1 34 19.8
 NP0625;SPC NE       -   885,197.01    998,230.44   sFT  0.99974049   -1 34 19.8
 NP0625;UTM  13      - 4,679,681.262   716,805.134   MT  1.00017839   +1 46 01.4
 NP0625
 NP0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0625!SPC NE       -   0.99980322  x   0.99974049  =   0.99954376
 NP0625!UTM  13      -   0.99980322  x   1.00017839  =   0.99998157
 NP0625
 NP0625:                Primary Azimuth Mark                     Grid Az
 NP0625:SPC NE       -  MILL AZ MK                               262 03 24.3
 NP0625:UTM  13      -  MILL AZ MK                               258 43 03.1
 NP0625
 NP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1680579681(NAD 83)
 NP0625
 NP0625|---------------------------------------------------------------------|
 NP0625| PID    Reference Object                     Distance      Geod. Az  |
 NP0625|                                                           dddmmss.s |
 NP0625| CP9987 MILL RM 1                             8.867 METERS 04226     |
 NP0625| CP9988 MILL RM 2                            12.368 METERS 12403     |
 NP0625| CP9986 MILL AZ MK                                         2602904.5 |
 NP0625|---------------------------------------------------------------------|
 NP0625
 NP0625                          SUPERSEDED SURVEY CONTROL
 NP0625
 NP0625  NAD 83(1993)-  42 14 21.22139(N)    102 22 20.50546(W) AD(       ) 1
 NP0625  NAD 83(1986)-  42 14 21.21982(N)    102 22 20.50557(W) AD(       ) 1
 NP0625  NAD 27      -  42 14 21.30500(N)    102 22 18.80100(W) AD(       ) 1
 NP0625
 NP0625.Superseded values are not recommended for survey control.
 NP0625
 NP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0625.See file dsdata.pdf to determine how the superseded data were derived.
 NP0625
 NP0625_MARKER: DS = TRIANGULATION STATION DISK
 NP0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0625
 NP0625  HISTORY     - Date     Condition        Report By
 NP0625  HISTORY     - 1946     MONUMENTED       CGS
 NP0625
 NP0625                          STATION DESCRIPTION
 NP0625
 NP0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0625'THE STATION IS 13.0 MILES, AIR LINE, NORTH-NORTHEAST OF THE
 NP0625'VILLAGE OF LAKESIDE AND IS BELIEVED TO BE NEAR THE SECTION
 NP0625'CORNER OF SECTIONS 7, 8, 17 AND 18, IN T 26 N, R 43 W.  IT IS
 NP0625'ON THE SUMMIT OF THE HIGHEST GRASS-COVERED SAND HILL IN THE
 NP0625'VICINITY.  IT PROJECTS 6 INCHES AND IS STAMPED MILL 1946.
 NP0625'
 NP0625'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT BELOW STATION ELEVATION,
 NP0625'PROJECTS 8 INCHES AND IS STAMPED MILL NO 1 1946.
 NP0625'
 NP0625'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION,
 NP0625'PROJECTS 8 INCHES AND IS STAMPED MILL NO 2 1946.
 NP0625'
 NP0625'AZIMUTH MARK IS ON THE CREST OF A LONG SLOPING RIDGE, 2 FEET
 NP0625'EAST OF A 2 BY 4 WITNESS POST THAT PROJECTS 3.5 FEET.  IT PROJECTS
 NP0625'6 INCHES AND IS STAMPED MILL 1946.
 NP0625'
 NP0625'TO REACH FROM THE VILLAGE OF LAKESIDE, APPROXIMATELY 25 MILES
 NP0625'EAST OF ALLIANCE ON STATE HIGHWAY NO. 2, AT JOES STORE IN THE
 NP0625'NORTH EDGE OF LAKESIDE, CROSS A MAIN STREET AND GO NORTH ON
 NP0625'THE MAIN TRAVELED ROAD FOR 3.9 MILES TO A FORK.  KEEP RIGHT
 NP0625'FORK, LEFT FORK GOES TO BOYDS RANCH, AND CONTINUE 1.5 MILES TO
 NP0625'A FORK.  TAKE LEFT FORK, WEST, AND GO 0.75 MILE TO A CATTLE
 NP0625'GUARD.  CROSS CATTLE GUARD AND FOLLOW MAIN ROAD NORTH FOR 3.4
 NP0625'MILES TO A TWO-STORY RANCH HOUSE AND A TALL WINDCHARGER ON THE
 NP0625'LEFT, CONTINUE NORTH ON MAIN TRACK ROAD FOR 2.6 MILES TO
 NP0625'ANOTHER RANCH HOUSE, ON LEFT, CONTINUE NORTH ON MAIN TRACK ROAD
 NP0625'FOR 2.7 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 NP0625'CONTINUE UP GRADE FOR 0.25 MILE TO A DIM CROSSROAD, JUST
 NP0625'AFTER CROSSING CREST OF RIDGE.  TURN RIGHT ON DIM TRACK ROAD AND
 NP0625'GO SOUTH AND EAST FOR 2.2 MILES TO A CATTLE GUARD, CROSS
 NP0625'CATTLE GUARD AND CONTINUE ON TRACK ROAD FOR 0.55 MILE TO A VERY
 NP0625'DIM TRACK ROAD LEFT.  TURN LEFT ON TRACK ROAD AND GO
 NP0625'NORTHEAST FOR 0.25 MILE TO A WIRE GATE, PASS THROUGH GATE
 NP0625'AND CONTINUE NORTH FOR 0.45 MILE TO A POINT APPROXIMATELY
 NP0625'300 YARDS EAST OF A LONE WINDMILL.  FROM THE WINDMILL THE
 NP0625'STATION IS 60 DEGREES TRUE NORTH, CONTINUE NORTH FOR 0.2 MILE,
 NP0625'TURN RIGHT, EAST, AND FOLLOW GRASSY RIDGE FOR 0.6 MILE TO
 NP0625'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NP0625'
 NP0625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST
 NP0625'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE SUMMIT OF A LONG
 NP0625'RIDGE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2135 ***********************************************************************
 MK2135  CBN         -  This is a Cooperative Base Network Control Station.
 MK2135  PACS        -  This is a Primary Airport Control Station.
 MK2135  DESIGNATION -  MILLAPORT
 MK2135  PID         -  MK2135
 MK2135  STATE/COUNTY-  NE/DOUGLAS
 MK2135  COUNTRY     -  US
 MK2135  USGS QUAD   -  RALSTON (2017)
 MK2135
 MK2135                         *CURRENT SURVEY CONTROL
 MK2135  ______________________________________________________________________
 MK2135* NAD 83(2011) POSITION- 41 11 43.83402(N) 096 06 46.90488(W)   ADJUSTED
 MK2135* NAD 83(2011) ELLIP HT-   292.500 (meters)        (06/27/12)   ADJUSTED
 MK2135* NAD 83(2011) EPOCH   -  2010.00
 MK2135* NAVD 88 ORTHO HEIGHT -   319.580 (meters)     1048.49  (feet) ADJUSTED
 MK2135  ______________________________________________________________________
 MK2135  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 MK2135  NAD 83(2011) X  -   -511,849.164 (meters)                     COMP
 MK2135  NAD 83(2011) Y  - -4,779,207.366 (meters)                     COMP
 MK2135  NAD 83(2011) Z  -  4,178,978.115 (meters)                     COMP
 MK2135  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 MK2135  DYNAMIC HEIGHT  -        319.446 (meters)     1048.05  (feet) COMP
 MK2135  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 MK2135
 MK2135  VERT ORDER      -  FIRST     CLASS II
 MK2135
 MK2135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2135  Standards:
 MK2135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2135  -------------------------------------------------------------------
 MK2135  NETWORK    0.38   0.98           0.18   0.12   0.50      0.02455549
 MK2135  -------------------------------------------------------------------
 MK2135  Click here for local accuracies and other accuracy information.
 MK2135
 MK2135.This mark is at Millard Airport (MLE)
 MK2135
 MK2135.The horizontal coordinates were established by GPS observations
 MK2135.and adjusted by the National Geodetic Survey in June 2012.
 MK2135
 MK2135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2135.been affixed to the stable North American tectonic plate. See 
 MK2135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2135
 MK2135.The horizontal coordinates are valid at the epoch date displayed above
 MK2135.which is a decimal equivalence of Year/Month/Day.
 MK2135
 MK2135.The orthometric height was determined by differential leveling and
 MK2135.adjusted by the NATIONAL GEODETIC SURVEY
 MK2135.in June 1991.
 MK2135
 MK2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2135.GEOID18 height accuracy estimate available here.
 MK2135
 MK2135.Click photographs - Photos may exist for this station.
 MK2135
 MK2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2135
 MK2135.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2135
 MK2135.The ellipsoidal height was determined by GPS observations
 MK2135.and is referenced to NAD 83.
 MK2135
 MK2135.The dynamic height is computed by dividing the NAVD 88
 MK2135.geopotential number by the normal gravity value computed on the
 MK2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2135.degrees latitude (g = 980.6199 gals.).
 MK2135
 MK2135.The modeled gravity was interpolated from observed gravity values.
 MK2135
 MK2135. The following values were computed from the NAD 83(2011) position.
 MK2135
 MK2135;                    North         East     Units Scale Factor Converg.
 MK2135;SPC NE       -   158,562.397   825,846.400   MT  0.99967318   +2 34 33.2
 MK2135;SPC NE       -   520,216.80  2,709,464.40   sFT  0.99967318   +2 34 33.2
 MK2135;UTM  14      - 4,564,479.781   742,093.553   MT  1.00032138   +1 54 08.5
 MK2135
 MK2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2135!SPC NE       -   0.99995412  x   0.99967318  =   0.99962732
 MK2135!UTM  14      -   0.99995412  x   1.00032138  =   1.00027549
 MK2135
 MK2135:                Primary Azimuth Mark                     Grid Az
 MK2135:SPC NE       -  MILLAPORT AZ MK                          307 00 20.5
 MK2135:UTM  14      -  MILLAPORT AZ MK                          307 40 45.2
 MK2135
 MK2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4209364479(NAD 83)
 MK2135
 MK2135|---------------------------------------------------------------------|
 MK2135| PID    Reference Object                     Distance      Geod. Az  |
 MK2135|                                                           dddmmss.s |
 MK2135| AB4166 MLE A                               APPROX. 0.5 KM 1291112.7 |
 MK2135| MK2134 MILLAPORT AZ MK                     482.363 METERS 3093453.7 |
 MK2135|---------------------------------------------------------------------|
 MK2135
 MK2135                          SUPERSEDED SURVEY CONTROL
 MK2135
 MK2135  NAD 83(2007)-  41 11 43.83402(N)    096 06 46.90545(W) AD(2002.00) 0
 MK2135  ELLIP H (02/10/07)  292.518  (m)                       GP(2002.00)    
 MK2135  ELLIP H (07/10/01)  292.513  (m)                       GP(       ) 4 1
 MK2135  NAD 83(1995)-  41 11 43.83399(N)    096 06 46.90491(W) AD(       ) B
 MK2135  ELLIP H (06/25/96)  292.571  (m)                       GP(       ) 1 1
 MK2135  NAD 83(1986)-  41 11 43.84279(N)    096 06 46.90751(W) AD(       ) 1
 MK2135  NAVD 88             319.58   (m)         1048.5    (f) LEVELING    3  
 MK2135  NGVD 29 (02/23/90)  319.92   (m)  RAPSU86  model used  GPS OBS        
 MK2135
 MK2135.Superseded values are not recommended for survey control.
 MK2135
 MK2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2135.See file dsdata.pdf to determine how the superseded data were derived.
 MK2135
 MK2135_MARKER: F = FLANGE-ENCASED ROD
 MK2135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2135_STAMPING: MILLAPORT 1989
 MK2135_MARK LOGO: NGS
 MK2135_PROJECTION: RECESSED 6 CENTIMETERS
 MK2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2135+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2020
 MK2135_ROD/PIPE-DEPTH: 13.7 meters
 MK2135_SLEEVE-DEPTH  : 0.95 meters
 MK2135
 MK2135  HISTORY     - Date     Condition        Report By
 MK2135  HISTORY     - 1989     MONUMENTED       NGS
 MK2135  HISTORY     - 19890615 GOOD             NGS
 MK2135  HISTORY     - 19950524 GOOD             NGS
 MK2135  HISTORY     - 19970821 GOOD             NGS
 MK2135  HISTORY     - 20000612 GOOD             NEDR
 MK2135  HISTORY     - 20170112 GOOD             NEGS
 MK2135  HISTORY     - 20170508 GOOD             NEGS
 MK2135  HISTORY     - 20200113 GOOD             NEGS
 MK2135
 MK2135                          STATION DESCRIPTION
 MK2135
 MK2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2135'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF MILLARD,
 MK2135'0.55 KM (0.35 MI) NORTH OF THE DOUGLAS-SHARPY COUNTY LINE, AT THE
 MK2135'MILLARD AIRPORT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103,
 MK2135'OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE
 MK2135'402-422-6800.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MK2135'HIGHWAY 80 AND STATE HIGHWAY 50 (EXIT 440), 5 KM (3.10 MI) SOUTHWEST
 MK2135'OF MILLARD, GO NORTHEAST ON HIGHWAY 50 FOR 5.2 KM (3.25 MI) TO A
 MK2135'CROSSROAD IN MILLARD.  TURN RIGHT AND GO EAST ALONG Q STREET FOR 1.12
 MK2135'KM (0.70 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 0.48 KM
 MK2135'(0.30 MI) TO A ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.08 KM
 MK2135'(0.05 MI) TO A GATE LEFT AND A PARKING AREA.  PASS THROUGH THE GATE,
 MK2135'THEN RIGHT FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO
 MK2135'SOUTHEAST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO AN APRON AND THE
 MK2135'STATION ON THE RIGHT.  THE STATION MARK IS SET IN A LAWN AREA BETWEEN
 MK2135'THE OFFICE AND THE TAXIWAY, 20.5 M (67.3 FT) SOUTHWEST OF THE TAXIWAY
 MK2135'CENTER, 10.5 M (34.4 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, 9.8
 MK2135'M (32.2 FT) NORTH-NORTHEAST OF A CYCLONE FENCE CORNER, AND 8.9 M
 MK2135'(29.2 FT) NORTHWEST OF THE EDGE OF THE APRON.  ACCESS TO THE DATUM
 MK2135'POINT IS THROUGH A 5 INCH LOGO CAP.  DESCRIBED BY R.D.BALL.
 MK2135'DESCRIBED BY R.D.BALL.
 MK2135
 MK2135                          STATION RECOVERY (1989)
 MK2135
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2135'THE STATION IS LOCATED AT MILLARD AIRPORT NORTHEAST OF THE FBO HANGAR.
 MK2135'IT IS 67.3 FT (20.5 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY
 MK2135'PARALLEL TO THE RUNWAY, 32.2 FT (9.8 M) NORTH-NORTHEAST OF THE CORNER
 MK2135'OF A CHAIN LINK FENCE AND 29.2 FT (8.9 M) NORTHWEST OF THE NORTHWEST
 MK2135'EDGE OF THE RAMP.  THE STATION IS A STAINLESS STEEL ROD SET WITHIN A
 MK2135'PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS STAMPED MILLAPORT
 MK2135'1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 MK2135'VERTICAL) STABILITY
 MK2135
 MK2135                          STATION RECOVERY (1995)
 MK2135
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2135'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF OMAHA
 MK2135'CENTER, 1.25 MI (2.01 KM) SOUTHEAST OF MILLARD AND AT THE MILLARD
 MK2135'AIRPORT IN THE GRASS BETWEEN THE FBO OFFICE AND THE TAXIWAY.
 MK2135'OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103, OMAHA, NE 68119.
 MK2135'AIRPORT MANAGER IS DONALD SMITHEY, PHONE (402) 422-6800.  CONTACT
 MK2135'RALPH HOLTMAN, AIRPORT PLANNING AT PHONE (402) 422-6810 FOR ACCESS TO
 MK2135'THE STATION THROUGH LOCKED GATE.  TO REACH THE STATION FROM THE
 MK2135'JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY 50 (EXIT 440), GO
 MK2135'NORTH THEN NORTHEAST ON U.S. HIGHWAY 50 (MILLARD AVENUE) FOR 3.15 MI
 MK2135'(5.07 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST ON Q STREET FOR
 MK2135'0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON 132ND
 MK2135'STREET FOR 0.5 MI (0.8 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHEAST
 MK2135'ON Z STREET FOR 0.3 MI (0.5 KM) TO A ROAD LEFT (LEADING TO A PARKING
 MK2135'LOT), TURN LEFT AND GO NORTHEAST ON AIRPORT ENTRANCE ROAD 0.05 MI
 MK2135'(0.08 KM) TO A GATE LEFT, TURN LEFT, PASS THROUGH GATE THEN TURN RIGHT
 MK2135'AND GO NORTHEAST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN
 MK2135'RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.05 MI (0.08 KM)
 MK2135'TO THE STATION ON THE RIGHT.  THE STATION IS 67.3 FT (20.5 M)
 MK2135'SOUTHWEST OF THE TAXIWAY CENTER, 34.4 FT (10.5 M) EAST-NORTHEAST OF A
 MK2135'TELEPHONE BOX, 32.2 FT (9.8 M) NORTH-NORTHEAST OF A CHAIN LINK FENCE
 MK2135'CORNER AND 29.2 FT (8.9 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 MK2135'APRON.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 MK2135'PRIMARY AIRPORT CONTROL STATION.
 MK2135
 MK2135                          STATION RECOVERY (1997)
 MK2135
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 21AUG1997 (WCW) .  RECOVERED
 MK2135'AS DESCRIBED WITH NOTES.  Z STREET EAST OF 132ND STREET IS MILLARD
 MK2135'AIRPORT PLAZA.  THE MARK IS A PUNCH MARK AT TOP CENTER OF A STAINLESS
 MK2135'STEEL ROD DRIVEN TO REFUSAL AT RECORD LENGTH OF 13.7 M (44.9 FT) IN A
 MK2135'2.5 CM (1 IN) GREASE FILLED NONFLUTED PLASTIC SLEEVE OF RECORD LENGTH
 MK2135'95 CM ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP. THE
 MK2135'MARK IS RECESSED 6 CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP IS
 MK2135'FLUSH WITH THE GROUND.
 MK2135
 MK2135                          STATION RECOVERY (2000)
 MK2135
 MK2135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2135'RECOVERED AS DESCRIBED.
 MK2135
 MK2135                          STATION RECOVERY (2017)
 MK2135
 MK2135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 MK2135'RECOVERED IN GOOD CONDITION
 MK2135
 MK2135                          STATION RECOVERY (2017)
 MK2135
 MK2135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JA)
 MK2135'FOUND GOOD
 MK2135
 MK2135                          STATION RECOVERY (2020)
 MK2135
 MK2135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 MK2135'THE 1989 STATION DESCRIPTION IS STILL USEABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2134 ***********************************************************************
 MK2134  SACS        -  This is a Secondary Airport Control Station.
 MK2134  DESIGNATION -  MILLAPORT AZ MK
 MK2134  PID         -  MK2134
 MK2134  STATE/COUNTY-  NE/DOUGLAS
 MK2134  COUNTRY     -  US
 MK2134  USGS QUAD   -  RALSTON (2017)
 MK2134
 MK2134                         *CURRENT SURVEY CONTROL
 MK2134  ______________________________________________________________________
 MK2134* NAD 83(2011) POSITION- 41 11 53.79664(N) 096 07 02.86000(W)   ADJUSTED
 MK2134* NAD 83(2011) ELLIP HT-   293.271 (meters)        (06/27/12)   ADJUSTED
 MK2134* NAD 83(2011) EPOCH   -  2010.00
 MK2134* NAVD 88 ORTHO HEIGHT -   320.355 (meters)     1051.03  (feet) ADJUSTED
 MK2134  ______________________________________________________________________
 MK2134  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 MK2134  NAD 83(2011) X  -   -512,197.335 (meters)                     COMP
 MK2134  NAD 83(2011) Y  - -4,778,967.050 (meters)                     COMP
 MK2134  NAD 83(2011) Z  -  4,179,209.892 (meters)                     COMP
 MK2134  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 MK2134  DYNAMIC HEIGHT  -        320.220 (meters)     1050.59  (feet) COMP
 MK2134  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 MK2134
 MK2134  VERT ORDER      -  FIRST     CLASS II
 MK2134
 MK2134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2134  Standards:
 MK2134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2134  -------------------------------------------------------------------
 MK2134  NETWORK    0.41   0.98           0.19   0.13   0.50      0.02145040
 MK2134  -------------------------------------------------------------------
 MK2134  Click here for local accuracies and other accuracy information.
 MK2134
 MK2134.This mark is at Millard Airport (MLE)
 MK2134
 MK2134.The horizontal coordinates were established by GPS observations
 MK2134.and adjusted by the National Geodetic Survey in June 2012.
 MK2134
 MK2134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2134.been affixed to the stable North American tectonic plate. See 
 MK2134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2134
 MK2134.The horizontal coordinates are valid at the epoch date displayed above
 MK2134.which is a decimal equivalence of Year/Month/Day.
 MK2134
 MK2134.The orthometric height was determined by differential leveling and
 MK2134.adjusted by the NATIONAL GEODETIC SURVEY
 MK2134.in June 1991.
 MK2134
 MK2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2134.GEOID18 height accuracy estimate available here.
 MK2134
 MK2134.Click photographs - Photos may exist for this station.
 MK2134
 MK2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2134
 MK2134.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2134
 MK2134.The ellipsoidal height was determined by GPS observations
 MK2134.and is referenced to NAD 83.
 MK2134
 MK2134.The dynamic height is computed by dividing the NAVD 88
 MK2134.geopotential number by the normal gravity value computed on the
 MK2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2134.degrees latitude (g = 980.6199 gals.).
 MK2134
 MK2134.The modeled gravity was interpolated from observed gravity values.
 MK2134
 MK2134. The following values were computed from the NAD 83(2011) position.
 MK2134
 MK2134;                    North         East     Units Scale Factor Converg.
 MK2134;SPC NE       -   158,852.633   825,461.323   MT  0.99967292   +2 34 22.6
 MK2134;SPC NE       -   521,169.01  2,708,201.02   sFT  0.99967292   +2 34 22.6
 MK2134;UTM  14      - 4,564,774.714   741,711.667   MT  1.00031910   +1 53 58.4
 MK2134
 MK2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2134!SPC NE       -   0.99995400  x   0.99967292  =   0.99962694
 MK2134!UTM  14      -   0.99995400  x   1.00031910  =   1.00027309
 MK2134
 MK2134:                Primary Azimuth Mark                     Grid Az
 MK2134:SPC NE       -  MILLAPORT                                127 00 20.6
 MK2134:UTM  14      -  MILLAPORT                                127 40 44.8
 MK2134
 MK2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4171164774(NAD 83)
 MK2134
 MK2134|---------------------------------------------------------------------|
 MK2134| PID    Reference Object                     Distance      Geod. Az  |
 MK2134|                                                           dddmmss.s |
 MK2134| MK2135 MILLAPORT                           482.363 METERS 1293443.2 |
 MK2134|---------------------------------------------------------------------|
 MK2134
 MK2134                          SUPERSEDED SURVEY CONTROL
 MK2134
 MK2134  NAD 83(2007)-  41 11 53.79663(N)    096 07 02.86057(W) AD(2002.00) 0
 MK2134  ELLIP H (02/10/07)  293.289  (m)                       GP(2002.00)    
 MK2134  ELLIP H (12/12/01)  293.285  (m)                       GP(       ) 4 1
 MK2134  NAD 83(1995)-  41 11 53.79661(N)    096 07 02.86003(W) AD(       ) 1
 MK2134  ELLIP H (09/23/97)  293.343  (m)                       GP(       ) 4 1
 MK2134  NAD 83(1995)-  41 11 53.79656(N)    096 07 02.85950(W) AD(       ) 3
 MK2134  ELLIP H (08/18/97)  293.336  (m)                       GP(       ) 4 1
 MK2134  NAD 83(1986)-  41 11 53.80533(N)    096 07 02.86216(W) AD(       ) 3
 MK2134  NAVD 88 (09/23/97)  320.36   (m)  UNKNOWN  model used  GPS OBS        
 MK2134  NGVD 29 (02/23/90)  320.68   (m)  RAPSU86  model used  GPS OBS        
 MK2134
 MK2134.Superseded values are not recommended for survey control.
 MK2134
 MK2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2134.See file dsdata.pdf to determine how the superseded data were derived.
 MK2134
 MK2134_MARKER: I = METAL ROD
 MK2134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2134_STAMPING: MILLAPORT AZ MK 1989
 MK2134_MARK LOGO: NGS
 MK2134_PROJECTION: FLUSH
 MK2134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2134+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2011
 MK2134_ROD/PIPE-DEPTH: 13.7 meters
 MK2134_SLEEVE-DEPTH  : 1.00 meters
 MK2134
 MK2134  HISTORY     - Date     Condition        Report By
 MK2134  HISTORY     - 1989     MONUMENTED       NGS
 MK2134  HISTORY     - 19890615 GOOD             NGS
 MK2134  HISTORY     - 19950524 GOOD             NGS
 MK2134  HISTORY     - 19970821 GOOD             NGS
 MK2134  HISTORY     - 20110204 GOOD             INDIV
 MK2134
 MK2134                          STATION DESCRIPTION
 MK2134
 MK2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2134'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF MILLARD,
 MK2134'0.55 KM (0.35 MI) NORTH OF THE DOUGLAS-SHARPY COUNTY LINE, AT THE
 MK2134'MILLARD AIRPORT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103,
 MK2134'OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE
 MK2134'402-422-6800.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MK2134'HIGHWAY 80 AND STATE HIGHWAY 50 (EXIT 440), 5 KM (3.10 MI) SOUTH WEST
 MK2134'OF MILLARD, GO NORTHEAST ON HIGHWAY 50 FOR 5.2 KM (3.25 MI) TO A
 MK2134'CROSSROAD IN MILLARD.  TURN RIGHT AND GO EAST ALONG Q STREET FOR 1.12
 MK2134'KM (0.70 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 0.48 KM
 MK2134'(0.30 MI) TO A ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.08 KM
 MK2134'(0.05 MI) TO A GATE LEFT AND A PARKING AREA.  PASS THROUGH THE GATE,
 MK2134'THEN TURN LEFT AND GO NORTHWEST ALONG A TAXIWAY FOR 0.4 KM (0.25 MI)
 MK2134'TO A RAMP ON THE LEFT LEADING TO AN APRON AND THE AZIMUTH MARK ON THE
 MK2134'LEFT.  THE STATION MARK IS SET IN THE NORTH CORNER OF A LARGE LAWN,
 MK2134'13.8 M (45.3 FT) SOUTHWEST OF THE TAXIWAY CENTER, 7.5 M (24.6 FT)
 MK2134'SOUTHEAST OF THE EDGE OF THE RAMP, 7.1 M (23.3 FT) SOUTH OF THE
 MK2134'CURVED PAVEMENT EDGE, 4.7 M (15.4 FT) SOUTHWEST OF A TAXIWAY LIGHT,
 MK2134'AND 4.5 M (14.8 FT) SOUTHEAST OF ANOTHER TAXIWAY LIGHT.  ACCESS TO
 MK2134'THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  DESCRIBED BY R.D.BALL.
 MK2134
 MK2134                          STATION RECOVERY (1989)
 MK2134
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2134'THE STATION IS LOCATED AT THE MILLARD AIRPORT SOUTHEAST OF RUNWAY END
 MK2134'12.  IT IS 359.2 FT (109.5 M) SOUTHEAST OF RUNWAY END 12, 45.3
 MK2134'SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY PARALLEL TO THE RUNWAY,
 MK2134'24.6 FT (7.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A TAXIWAY AND 23.3
 MK2134'FT (7.1 M) SOUTH OF THE CURVED EDGE OF THE TAXIWAY PAVEMENT.  THE
 MK2134'STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS
 MK2134'COVER.  THE RIM OF THE COVER IS STAMPED MILLAPORT AZ MK 1989.  NOTE,
 MK2134'1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MK2134
 MK2134                          STATION RECOVERY (1995)
 MK2134
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2134'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF OMAHA
 MK2134'CENTER, 1.25 MI (2.01 KM) SOUTHEAST OF MILLARD AND AT THE MILLARD
 MK2134'AIRPORT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103, OMAHA NE
 MK2134'68119.  AIRPORT MANAGER IS DONALD SMITHEY, PHONE (402) 422-6800.
 MK2134'CONTACT RALPH HOLTMAN, AIRPORT PLANNING AT PHONE (402) 422-6810 FOR
 MK2134'ACCESS TO THE STATION THROUGH LOCKED GATE.  TO REACH THE STATION FROM
 MK2134'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY 50 (EXIT 440),
 MK2134'GO NORTH THEN NORTHEAST ON U.S. HIGHWAY 50 (MILLARD AVENUE) FOR 3.15
 MK2134'MI (5.07 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST ON Q STREET
 MK2134'FOR 0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON
 MK2134'132ND STREET FOR 0.5 MI (0.8 KM) TO A ROAD LEFT, TURN LEFT AND GO
 MK2134'SOUTHEAST ON Z STREET FOR 0.3 MI (0.5 KM) TO A ROAD LEFT (LEADING TO A
 MK2134'PARKING LOT), TURN LEFT AND GO NORTHEAST ON AIRPORT ENTRANCE ROAD FOR
 MK2134'0.05 MI (0.08 KM) TO A GATE LEFT, TURN LEFT, PASS THROUGH GATE THEN
 MK2134'TURN RIGHT AND GO NORTHEAST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A
 MK2134'TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.25
 MK2134'MI (0.40 KM) TO THE STATION ON THE LEFT.  THE STATION IS 45.3 FT (13.8
 MK2134'M) SOUTHWEST OF THE TAXIWAY CENTER, 24.6 FT (7.5 M) SOUTHEAST OF THE
 MK2134'SOUTHEAST EDGE OF THE APRON, 23.3 FT (7.1 M) SOUTH OF THE CURVED
 MK2134'PAVEMENT EDGE, 15.4 FT (4.7 M) SOUTHWEST OF A TAXIWAY LIGHT AND 14.8
 MK2134'FT (4.5 M) SOUTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO BE USED AS
 MK2134'SACS.
 MK2134
 MK2134                          STATION RECOVERY (1997)
 MK2134
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 21AUG1997 (WCW) .  RECOVERED
 MK2134'AS DESCRIBED WITH NOTES.  Z STREET EAST OF 132ND STREET IS MILLARD
 MK2134'AIRPORT PLAZA.  THE MARK IS A PUNCH MARK AT TOP CENTER OF A STAINLESS
 MK2134'STEEL ROD DRIVEN TO REFUSAL AT RECORD LENGTH OF 13.7 M (44.9 FT) IN A
 MK2134'2.5 CM (1 IN) GREASE FILLED NONFLUTED PLASTIC SLEEVE OF RECORD LENGTH
 MK2134'100 CM ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP. THE
 MK2134'MARK IS RECESSED 7 CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP IS
 MK2134'FLUSH WITH THE GROUND.  DAMAGE IS NOTED THAT THE CAP OF THE NONFLUTED
 MK2134'PLASTIC SLEEVE IS BROKEN.
 MK2134
 MK2134                          STATION RECOVERY (2011)
 MK2134
 MK2134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1918 ***********************************************************************
 MK1918  DESIGNATION -  MILLER
 MK1918  PID         -  MK1918
 MK1918  STATE/COUNTY-  NE/POLK
 MK1918  COUNTRY     -  US
 MK1918  USGS QUAD   -  SWEDEHOME (2017)
 MK1918
 MK1918                         *CURRENT SURVEY CONTROL
 MK1918  ______________________________________________________________________
 MK1918* NAD 83(1995) POSITION- 41 11 55.44356(N) 097 41 05.45853(W)   ADJUSTED
 MK1918* NAVD 88 ORTHO HEIGHT -   531.    (meters)     1742.    (feet) SCALED
 MK1918  ______________________________________________________________________
 MK1918  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 MK1918  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 MK1918  HORZ ORDER      -  THIRD
 MK1918
 MK1918.The horizontal coordinates were established by classical geodetic methods
 MK1918.and adjusted by the National Geodetic Survey in August 1997.
 MK1918
 MK1918.The orthometric height was scaled from a topographic map.
 MK1918
 MK1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1918.GEOID18 height accuracy estimate available here.
 MK1918
 MK1918.Click photographs - Photos may exist for this station.
 MK1918
 MK1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1918
 MK1918. The following values were computed from the NAD 83(1995) position.
 MK1918
 MK1918;                    North         East     Units Scale Factor Converg.
 MK1918;SPC NE       -   154,193.639   694,112.638   MT  0.99967288   +1 32 03.3
 MK1918;SPC NE       -   505,883.63  2,277,267.88   sFT  0.99967288   +1 32 03.3
 MK1918;UTM  14      - 4,561,652.537   610,274.574   MT  0.99974966   +0 51 58.8
 MK1918
 MK1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1918!SPC NE       -   0.99992069  x   0.99967288  =   0.99959359
 MK1918!UTM  14      -   0.99992069  x   0.99974966  =   0.99967036
 MK1918
 MK1918:                Primary Azimuth Mark                     Grid Az
 MK1918:SPC NE       -  T 326                                    178 41 26.5
 MK1918:UTM  14      -  T 326                                    179 21 31.0
 MK1918
 MK1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1027461652(NAD 83)
 MK1918
 MK1918|---------------------------------------------------------------------|
 MK1918| PID    Reference Object                     Distance      Geod. Az  |
 MK1918|                                                           dddmmss.s |
 MK1918| CO1816 MILLER RM 1                          11.064 METERS 00023     |
 MK1918| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX.11.8 KM 0993626.7 |
 MK1918| MK1449 T 326                               APPROX. 1.2 KM 1801329.8 |
 MK1918| CO1817 MILLER RM 2                          14.402 METERS 18038     |
 MK1918|---------------------------------------------------------------------|
 MK1918
 MK1918                          SUPERSEDED SURVEY CONTROL
 MK1918
 MK1918  NAD 83(1986)-  41 11 55.45210(N)    097 41 05.46145(W) AD(       ) 3
 MK1918  NAD 27      -  41 11 55.39800(N)    097 41 04.27700(W) AD(       ) 3
 MK1918
 MK1918.Superseded values are not recommended for survey control.
 MK1918
 MK1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1918.See file dsdata.pdf to determine how the superseded data were derived.
 MK1918
 MK1918_MARKER: DS = TRIANGULATION STATION DISK
 MK1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1918_STAMPING: MILLER 1950
 MK1918_MARK LOGO: CGS
 MK1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1918+STABILITY: SURFACE MOTION
 MK1918
 MK1918  HISTORY     - Date     Condition        Report By
 MK1918  HISTORY     - 1950     MONUMENTED       CGS
 MK1918  HISTORY     - 1960     GOOD             USGS
 MK1918  HISTORY     - 1969     GOOD             CGS
 MK1918
 MK1918                          STATION DESCRIPTION
 MK1918
 MK1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1918'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF CLARKS, 7-1/2
 MK1918'MILES WEST-NORTHWEST OF OSCEOLA AND ALONG THE WEST SIDE OF A
 MK1918'GRAVELED ROAD.  IT IS 133 FEET SOUTH OF A T-FENCE CORNER, 22 FEET
 MK1918'WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF THE
 MK1918'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MK1918'STAMPED MILLER 1950.
 MK1918'
 MK1918'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTERLINE OF THE
 MK1918'ROAD AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 MK1918'8 INCHES AND THE DISK IS STAMPED MILLER NO 1 1950.
 MK1918'
 MK1918'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTERLINE OF THE
 MK1918'ROAD AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 MK1918'6 INCHES AND THE DISK IS STAMPED MILLER NO 2 1950.
 MK1918'
 MK1918'BENCH MARK T- 326 (AZIMUTH MARK) IS 55 FEET SOUTH OF THE CENTERLINE
 MK1918'OF AN EAST AND WEST ROAD, 31 FEET WEST OF THE CENTERLINE OF A
 MK1918'NORTH AND SOUTH ROAD AND 22 FEET SOUTH-SOUTHWEST OF A BRACED
 MK1918'POWERLINE POLE.  THE MARK IS A STANDARD USC AND GS BENCH MARK
 MK1918'DISK SET IN AN 8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 MK1918'INCHES AND THE DISK IS STAMPED T 326 1950.
 MK1918'
 MK1918'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MILLER
 MK1918'TO T 326.  IT IS 1181.579 METERS OR 3876.56 FEET SOUTH OF THE
 MK1918'STATION.
 MK1918'
 MK1918'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA, GO NORTH
 MK1918'0.1 MILE TO U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 81 2.5 MILES
 MK1918'TO THE JUNCTION OF HIGHWAYS 81 AND 30 A, CONTINUE WEST ON HIGHWAY
 MK1918'30 A 3.0 MILES TO THE JUNCTION OF HIGHWAY 30 A AND STATE HIGHWAY
 MK1918'39, CONTINUE WEST ON HIGHWAY 30 A 1.5 MILES TO A SIDE ROAD RIGHT,
 MK1918'TURN RIGHT (NORTH) ON A GRAVELED ROAD 0.8 MILE TO A SIDE ROAD
 MK1918'LEFT AND THE BENCH MARK T 326 (AZIMUTH MARK) ON THE LEFT.
 MK1918'CONTINUE NORTH 0.8 MILE TO THE TOP OF GRADE AND THE STATION ON
 MK1918'THE LEFT OR WEST SIDE OF THE ROAD.
 MK1918'
 MK1918'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1918
 MK1918                          STATION RECOVERY (1960)
 MK1918
 MK1918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1918'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 MK1918'AZIMUTH MARK WAS NOT FOUND AFTER A THOROUGH SEARCH.
 MK1918
 MK1918                          STATION RECOVERY (1969)
 MK1918
 MK1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MK1918'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MK1918'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 MK1918'WITNESS POST WERE SET 1 FOOT EAST OF THE STATION MARK AND 1 FOOT
 MK1918'WEST OF BM T 326 (AZIMUTH MARK).
 MK1918'
 MK1918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI WNW
 MK1918'OF OSCEOLA
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0496 ***********************************************************************
 MN0496  DESIGNATION -  MILLER
 MN0496  PID         -  MN0496
 MN0496  STATE/COUNTY-  NE/CHEYENNE
 MN0496  COUNTRY     -  US
 MN0496  USGS QUAD   -  DALTON SE (2017)
 MN0496
 MN0496                         *CURRENT SURVEY CONTROL
 MN0496  ______________________________________________________________________
 MN0496* NAD 83(1995) POSITION- 41 18 46.68195(N) 102 45 52.75274(W)   ADJUSTED
 MN0496* NAVD 88 ORTHO HEIGHT -  1255.75  (+/-2cm)     4119.9   (feet) VERTCON
 MN0496  ______________________________________________________________________
 MN0496  GEOID HEIGHT    -        -19.914 (meters)                     GEOID18
 MN0496  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 MN0496  HORZ ORDER      -  SECOND
 MN0496  VERT ORDER      -  THIRD ? (See Below)
 MN0496
 MN0496.The horizontal coordinates were established by classical geodetic methods
 MN0496.and adjusted by the National Geodetic Survey in August 1997.
 MN0496
 MN0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0496
 MN0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0496.GEOID18 height accuracy estimate available here.
 MN0496
 MN0496.The vertical order pertains to the NGVD 29 superseded value.
 MN0496
 MN0496.Click photographs - Photos may exist for this station.
 MN0496
 MN0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0496
 MN0496. The following values were computed from the NAD 83(1995) position.
 MN0496
 MN0496;                    North         East     Units Scale Factor Converg.
 MN0496;SPC NE       -   167,976.668   268,616.267   MT  0.99966423   -1 49 55.7
 MN0496;SPC NE       -   551,103.45    881,285.20   sFT  0.99966423   -1 49 55.7
 MN0496;UTM  13      - 4,575,910.602   687,110.180   MT  1.00003088   +1 28 34.1
 MN0496
 MN0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0496!SPC NE       -   0.99980619  x   0.99966423  =   0.99947049
 MN0496!UTM  13      -   0.99980619  x   1.00003088  =   0.99983707
 MN0496
 MN0496:                Primary Azimuth Mark                     Grid Az
 MN0496:SPC NE       -  MILLER AZ MK                             175 36 39.3
 MN0496:UTM  13      -  MILLER AZ MK                             172 18 09.5
 MN0496
 MN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8711075910(NAD 83)
 MN0496
 MN0496|---------------------------------------------------------------------|
 MN0496| PID    Reference Object                     Distance      Geod. Az  |
 MN0496|                                                           dddmmss.s |
 MN0496| CP7766 MILLER RM 1                          17.146 METERS 16154     |
 MN0496| CP7765 MILLER AZ MK                                       1734643.6 |
 MN0496| CP7767 MILLER RM 2                          13.558 METERS 27019     |
 MN0496| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX. 9.3 KM 2762907.1 |
 MN0496|---------------------------------------------------------------------|
 MN0496
 MN0496                          SUPERSEDED SURVEY CONTROL
 MN0496
 MN0496  NAD 83(1993)-  41 18 46.68175(N)    102 45 52.75301(W) AD(       ) 2
 MN0496  NAD 83(1986)-  41 18 46.67670(N)    102 45 52.75472(W) AD(       ) 2
 MN0496  NAD 27      -  41 18 46.74010(N)    102 45 51.03900(W) AD(       ) 2
 MN0496  NGVD 29            1255.16   (m)         4118.0    (f) LEVELING    3  
 MN0496
 MN0496.Superseded values are not recommended for survey control.
 MN0496
 MN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0496.See file dsdata.pdf to determine how the superseded data were derived.
 MN0496
 MN0496_MARKER: DS = TRIANGULATION STATION DISK
 MN0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0496_STAMPING: MILLER 1963
 MN0496_MARK LOGO: CGS
 MN0496_PROJECTION: FLUSH
 MN0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0496+STABILITY: SURFACE MOTION
 MN0496
 MN0496  HISTORY     - Date     Condition        Report By
 MN0496  HISTORY     - 1963     MONUMENTED       CGS
 MN0496
 MN0496                          STATION DESCRIPTION
 MN0496
 MN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0496'THE STATION IS LOCATED ON A GRASSY KNOLL AND IS THE PROPERTY
 MN0496'OF THE STATE OF NEBRASKA SCHOOL SECTION LEASED TO MR. ALVIN
 MN0496'MILLER WHO IS THE CASE IMPLEMENT DEALER IN SIDNEY, NEBRASKA.
 MN0496'IT IS ABOUT 13 MILES SOUTHEAST OF DALTON, 11-1/2 MILES EAST OF
 MN0496'GURLEY AND 11 MILES NORTH OF SUNOL.
 MN0496'
 MN0496'TO REACH THE STATION FROM POST OFFICE IN GURLEY, GO WEST FOR
 MN0496'0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 385.  TURN RIGHT AND
 MN0496'DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.15 MILE TO A SIDE ROAD
 MN0496'RIGHT.  TURN RIGHT AND DRIVE EAST ON A GRAVELED ROAD FOR
 MN0496'11.0 MILES TO A CROSSROAD.  TURN RIGHT AND DRIVE SOUTHON A
 MN0496'GRADED ROAD FOR 0.5 MILE TO A WIRE GATE ON THE WEST SIDE OF
 MN0496'THE ROAD.  TURN RIGHT AND PASS THROUGH THE GATE, THENCE DRIVE
 MN0496'SOUTH AND SOUTH-SOUTHWEST FOR 0.3 MILE TO THE TOP OF A GRASSY
 MN0496'KNOLL AND THE STATION ON THE HIGHEST POINT OF THE KNOLL.
 MN0496'
 MN0496'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE 0.3 MILE NORTH-NORTHEAST
 MN0496'OF THE STATION, DRIVE SOUTH ON A DIRT ROAD FOR 0.6 MILE
 MN0496'TO THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD.
 MN0496'
 MN0496'THE STATION MARK IS A STANDARD DISK, STAMPED MILLER 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0496'IT IS 45 FEET SOUTHWEST OF A SANDY BLOWOUT CUT BANK.
 MN0496'
 MN0496'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0496'
 MN0496'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0496'
 MN0496'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0496'SURFACE.  IT IS 32 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0496'DIRT ROAD, 4.7 FEET EAST OF A POWER POLE, 1.4 FEET NORTH
 MN0496'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.7 FOOT
 MN0496'WEST OF THE WEST RIGHT-OF-WAY FENCE ALONG THE NORTH-SOUTH
 MN0496'DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1333 ***********************************************************************
 LH1333  DESIGNATION -  MILLER
 LH1333  PID         -  LH1333
 LH1333  STATE/COUNTY-  NE/BUFFALO
 LH1333  COUNTRY     -  US
 LH1333  USGS QUAD   -  MILLER NE (2017)
 LH1333
 LH1333                         *CURRENT SURVEY CONTROL
 LH1333  ______________________________________________________________________
 LH1333* NAD 83(1995) POSITION- 40 56 13.47786(N) 099 18 42.66802(W)   ADJUSTED
 LH1333* NAVD 88 ORTHO HEIGHT -   738.    (meters)     2421.    (feet) SCALED
 LH1333  ______________________________________________________________________
 LH1333  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 LH1333  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LH1333  HORZ ORDER      -  SECOND
 LH1333
 LH1333.The horizontal coordinates were established by classical geodetic methods
 LH1333.and adjusted by the National Geodetic Survey in August 1997.
 LH1333
 LH1333.The orthometric height was scaled from a topographic map.
 LH1333
 LH1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1333.GEOID18 height accuracy estimate available here.
 LH1333
 LH1333.Click photographs - Photos may exist for this station.
 LH1333
 LH1333.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1333
 LH1333. The following values were computed from the NAD 83(1995) position.
 LH1333
 LH1333;                    North         East     Units Scale Factor Converg.
 LH1333;SPC NE       -   122,775.771   557,934.905   MT  0.99970753   +0 27 21.7
 LH1333;SPC NE       -   402,806.84  1,830,491.43   sFT  0.99970753   +0 27 21.7
 LH1333;UTM  14      - 4,531,818.883   473,747.805   MT  0.99960848   -0 12 15.6
 LH1333
 LH1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1333!SPC NE       -   0.99988796  x   0.99970753  =   0.99959552
 LH1333!UTM  14      -   0.99988796  x   0.99960848  =   0.99949649
 LH1333
 LH1333:                Primary Azimuth Mark                     Grid Az
 LH1333:SPC NE       -  MILLER AZ MK                             179 22 27.0
 LH1333:UTM  14      -  MILLER AZ MK                             180 02 04.3
 LH1333
 LH1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7374731818(NAD 83)
 LH1333
 LH1333|---------------------------------------------------------------------|
 LH1333| PID    Reference Object                     Distance      Geod. Az  |
 LH1333|                                                           dddmmss.s |
 LH1333| LH1297 PLEASANTON MUNICIPAL STANDPIPE      APPROX.19.0 KM 0781854.9 |
 LH1333| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX. 4.0 KM 1563802.6 |
 LH1333| CO1818 MILLER AZ MK                                       1794948.7 |
 LH1333| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.20.7 KM 1821131.4 |
 LH1333| CO1819 MILLER RM 1                          19.855 METERS 21304     |
 LH1333| CO1820 MILLER RM 2                          23.717 METERS 33256     |
 LH1333|---------------------------------------------------------------------|
 LH1333
 LH1333                          SUPERSEDED SURVEY CONTROL
 LH1333
 LH1333  NAD 83(1986)-  40 56 13.48509(N)    099 18 42.67096(W) AD(       ) 2
 LH1333  NAD 27      -  40 56 13.45100(N)    099 18 41.32400(W) AD(       ) 2
 LH1333
 LH1333.Superseded values are not recommended for survey control.
 LH1333
 LH1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1333.See file dsdata.pdf to determine how the superseded data were derived.
 LH1333
 LH1333_MARKER: DS = TRIANGULATION STATION DISK
 LH1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1333_STAMPING: MILLER 1951
 LH1333_MARK LOGO: CGS
 LH1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1333+STABILITY: SURFACE MOTION
 LH1333
 LH1333  HISTORY     - Date     Condition        Report By
 LH1333  HISTORY     - 1951     MONUMENTED       CGS
 LH1333
 LH1333                          STATION DESCRIPTION
 LH1333
 LH1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1333'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-NORTHEAST OF MILLER
 LH1333'ON THE ROAD RIGHT-OF-WAY, 15 FEET EAST OF THE CENTER OF A
 LH1333'NORTH-SOUTH ROAD, 6 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1
 LH1333'FOOT SOUTHWEST OF A WITNESS POST.  IT IS STAMPED MILLER 1951 AND
 LH1333'PROJECTS 2 INCHES.
 LH1333'
 LH1333'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET WEST
 LH1333'OF THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A
 LH1333'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MILLER NO 1 1951 AND
 LH1333'PROJECTS 3 INCHES.
 LH1333'
 LH1333'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET WEST OF
 LH1333'THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1333'FENCE LINE.  IT IS STAMPED MILLER NO 2 1951 AND PROJECTS 3 INCHES.
 LH1333'
 LH1333'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. 2 IS 123.89 FEET.
 LH1333'
 LH1333'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET EAST OF THE
 LH1333'CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST
 LH1333'AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MILLER
 LH1333'1951 AND PROJECTS 7 INCHES.
 LH1333'
 LH1333'TO REACH THE STATION FROM THE UNION PACIFIC DEPOT IN MILLER, GO
 LH1333'EAST ON STATE HIGHWAY 40 FOR 0.3 MILE TO JUNCTION WITH U.S.
 LH1333'HIGHWAY 183, CONTINUE EAST AND SOUTHEAST ON STATE HIGHWAY 40 FOR
 LH1333'2.3 MILES TO A T ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVELED
 LH1333'ROAD FOR 1.8 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON DIRT
 LH1333'ROAD FOR 1.1 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED,
 LH1333'CONTINUE NORTH ON DIRT ROAD FOR 0.3 MILE TO STATION ON RIGHT AS
 LH1333'DESCRIBED.
 LH1333'
 LH1333'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4095 ***********************************************************************
 AB4095  CBN         -  This is a Cooperative Base Network Control Station.
 AB4095  DESIGNATION -  MILLER
 AB4095  PID         -  AB4095
 AB4095  STATE/COUNTY-  NE/SARPY
 AB4095  COUNTRY     -  US
 AB4095  USGS QUAD   -  PLATTSMOUTH (2017)
 AB4095
 AB4095                         *CURRENT SURVEY CONTROL
 AB4095  ______________________________________________________________________
 AB4095* NAD 83(2011) POSITION- 41 07 16.34532(N) 095 58 51.92340(W)   ADJUSTED
 AB4095* NAD 83(2011) ELLIP HT-   327.387 (meters)        (06/27/12)   ADJUSTED
 AB4095* NAD 83(2011) EPOCH   -  2010.00
 AB4095* NAVD 88 ORTHO HEIGHT -   354.5   (meters)     1163.    (feet) GPS OBS
 AB4095  ______________________________________________________________________
 AB4095  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4095  GEOID HEIGHT    -        -27.025 (meters)                     GEOID93
 AB4095  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 AB4095  NAD 83(2011) X  -   -501,411.038 (meters)                     COMP
 AB4095  NAD 83(2011) Y  - -4,785,801.050 (meters)                     COMP
 AB4095  NAD 83(2011) Z  -  4,172,788.046 (meters)                     COMP
 AB4095  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 AB4095
 AB4095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4095  Standards:
 AB4095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4095  -------------------------------------------------------------------
 AB4095  NETWORK    0.38   1.00           0.18   0.12   0.51      0.01103392
 AB4095  -------------------------------------------------------------------
 AB4095  Click here for local accuracies and other accuracy information.
 AB4095
 AB4095.The horizontal coordinates were established by GPS observations
 AB4095.and adjusted by the National Geodetic Survey in June 2012.
 AB4095
 AB4095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4095.been affixed to the stable North American tectonic plate. See 
 AB4095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4095
 AB4095.The horizontal coordinates are valid at the epoch date displayed above
 AB4095.which is a decimal equivalence of Year/Month/Day.
 AB4095
 AB4095.The orthometric height was determined by GPS observations and a
 AB4095.high-resolution geoid model.
 AB4095
 AB4095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4095.GEOID18 height accuracy estimate available here.
 AB4095
 AB4095.Click photographs - Photos may exist for this station.
 AB4095
 AB4095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4095
 AB4095.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4095
 AB4095.The ellipsoidal height was determined by GPS observations
 AB4095.and is referenced to NAD 83.
 AB4095
 AB4095. The following values were computed from the NAD 83(2011) position.
 AB4095
 AB4095;                    North         East     Units Scale Factor Converg.
 AB4095;SPC NE       -   150,827.861   837,282.403   MT  0.99968100   +2 39 47.9
 AB4095;SPC NE       -   494,841.07  2,746,984.02   sFT  0.99968100   +2 39 47.9
 AB4095;UTM  15      - 4,556,496.233   249,730.185   MT  1.00037095   -1 57 41.6
 AB4095;UTM  14      - 4,556,605.681   753,445.323   MT  1.00039064   +1 59 11.2
 AB4095
 AB4095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4095!SPC NE       -   0.99994865  x   0.99968100  =   0.99962967
 AB4095!UTM  15      -   0.99994865  x   1.00037095  =   1.00031958
 AB4095!UTM  14      -   0.99994865  x   1.00039064  =   1.00033927
 AB4095
 AB4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4973056496(NAD 83)
 AB4095
 AB4095                          SUPERSEDED SURVEY CONTROL
 AB4095
 AB4095  NAD 83(2007)-  41 07 16.34538(N)    095 58 51.92396(W) AD(2002.00) 0
 AB4095  ELLIP H (02/10/07)  327.408  (m)                       GP(2002.00)    
 AB4095  ELLIP H (07/10/01)  327.402  (m)                       GP(       ) 4 1
 AB4095  NAD 83(1995)-  41 07 16.34537(N)    095 58 51.92335(W) AD(       ) B
 AB4095  ELLIP H (06/25/96)  327.460  (m)                       GP(       ) 1 1
 AB4095
 AB4095.Superseded values are not recommended for survey control.
 AB4095
 AB4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4095.See file dsdata.pdf to determine how the superseded data were derived.
 AB4095
 AB4095_MARKER: DS = TRIANGULATION STATION DISK
 AB4095_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4095_STAMPING: MILLER 1968
 AB4095_MARK LOGO: NEDR
 AB4095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4095+STABILITY: SURFACE MOTION
 AB4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4095+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2016
 AB4095
 AB4095  HISTORY     - Date     Condition        Report By
 AB4095  HISTORY     - 1968     MONUMENTED       NEDR
 AB4095  HISTORY     - 19950725 GOOD             NGS
 AB4095  HISTORY     - 19970115 GOOD             NGS
 AB4095  HISTORY     - 20000612 GOOD             NEDR
 AB4095  HISTORY     - 20031220 GOOD             ORBITE
 AB4095  HISTORY     - 20050506 GOOD             SKW
 AB4095  HISTORY     - 20100430 GOOD             INDIV
 AB4095  HISTORY     - 20131203 GOOD             COMPDA
 AB4095  HISTORY     - 20161212 GOOD             WOOLPT
 AB4095
 AB4095                          STATION DESCRIPTION
 AB4095
 AB4095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4095'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF LA PLATTE, 3.25
 AB4095'MI (5.23 KM) WEST-SOUTHWEST OF BELLEVUE, 2.75 MI (4.43 KM) WEST OF
 AB4095'OFFUT AIR FORCE BASE, ON COUNTY ROAD RIGHT-OF-WAY AND NEAR THE CENTER
 AB4095'OF THE SW1/4, SEC5, T13N, R13E.  TO REACH THE MARK FROM THE
 AB4095'INTERSECTION OF CAPEHART ROAD AND U.S. HIGHWAY 75, AND THE HIGHWAY 75
 AB4095'EXIT FOR OFFUT AIR FORCE BASE, GO WEST ON CAPEHART ROAD FOR 1.70 MI
 AB4095'(2.74 KM) TO THE END OF PAVEMENT AT 36TH STREET.  CONTINUE WEST ON A
 AB4095'GRAVELED SURFACE FOR 0.75 MI (1.21 KM) TO A CURVE LEFT AND SOUTH.
 AB4095'CONTINUE SOUTH FOR 0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT.  THE
 AB4095'DISK, A NEBRASKA DEPARTMENT OF ROADS TRIANGULATION STATION MARK, IS
 AB4095'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT
 AB4095'0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.  IT IS 209.0 FT (63.7 M)
 AB4095'SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING EAST, 23.5 FT
 AB4095'(7.2 M) WEST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH,
 AB4095'22.0 FT (6.7 M) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 19.2 FT
 AB4095'(5.9 M) SOUTHEAST OF THE SOUTH GATE POST OF A METAL GATE, 1.7 FT (0.5
 AB4095'M) NORTHEAST OF THE SOUTHEAST END OF A STUB CHAIN LINK FENCE, 1.6 FT
 AB4095'(0.5 M) NORTH OF A METAL WITNESS POST, 1.4 FT (0.4 M) EAST OF A
 AB4095'FIBERGLASS WITNESS POST AND ABOUT 2.5 FT (0.8 M) HIGHER THAN THE ROAD.
 AB4095'REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 AB4095
 AB4095                          STATION RECOVERY (1997)
 AB4095
 AB4095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 AB4095'RECOVERED AS DESCRIBED.
 AB4095
 AB4095                          STATION RECOVERY (2000)
 AB4095
 AB4095'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4095'RECOVERED AS DESCRIBED.
 AB4095
 AB4095                          STATION RECOVERY (2003)
 AB4095
 AB4095'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 AB4095'RECOVERED IN GOOD CONDITION.
 AB4095
 AB4095                          STATION RECOVERY (2005)
 AB4095
 AB4095'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 AB4095'RECOVERED IN GOOD CONDITION.
 AB4095
 AB4095                          STATION RECOVERY (2010)
 AB4095
 AB4095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 AB4095'RECOVERED IN GOOD CONDITION.
 AB4095
 AB4095                          STATION RECOVERY (2013)
 AB4095
 AB4095'RECOVERY NOTE BY COMPASSDATA INC 2013 (NK)
 AB4095'RECOVERED IN GOOD CONDITION.
 AB4095
 AB4095                          STATION RECOVERY (2016)
 AB4095
 AB4095'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 AB4095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0789 ***********************************************************************
 LG0789  DESIGNATION -  MILLIGAN MUNICIPAL TANK
 LG0789  PID         -  LG0789
 LG0789  STATE/COUNTY-  NE/FILLMORE
 LG0789  COUNTRY     -  US
 LG0789  USGS QUAD   -  FRIEND SW (2017)
 LG0789
 LG0789                         *CURRENT SURVEY CONTROL
 LG0789  ______________________________________________________________________
 LG0789* NAD 83(1995) POSITION- 40 30 00.82688(N) 097 23 24.99568(W)   ADJUSTED
 LG0789  ______________________________________________________________________
 LG0789  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 LG0789  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 LG0789  HORZ ORDER      -  THIRD
 LG0789
 LG0789.The horizontal coordinates were established by classical geodetic methods
 LG0789.and adjusted by the National Geodetic Survey in August 1997.
 LG0789
 LG0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0789.GEOID18 height accuracy estimate available here.
 LG0789
 LG0789.Click photographs - Photos may exist for this station.
 LG0789
 LG0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0789
 LG0789. The following values were computed from the NAD 83(1995) position.
 LG0789
 LG0789;                    North         East     Units Scale Factor Converg.
 LG0789;SPC NE       -    77,383.706   721,144.317   MT  0.99981122   +1 43 46.0
 LG0789;SPC NE       -   253,883.04  2,365,954.31   sFT  0.99981122   +1 43 46.0
 LG0789;UTM  14      - 4,484,524.808   636,400.454   MT  0.99982902   +1 02 44.2
 LG0789
 LG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3640084524(NAD 83)
 LG0789
 LG0789                          SUPERSEDED SURVEY CONTROL
 LG0789
 LG0789  NAD 83(1986)-  40 30 00.83406(N)    097 23 24.99637(W) AD(       ) 3
 LG0789  NAD 27      -  40 30 00.81800(N)    097 23 23.82100(W) AD(       ) 3
 LG0789
 LG0789.Superseded values are not recommended for survey control.
 LG0789
 LG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0789.See file dsdata.pdf to determine how the superseded data were derived.
 LG0789
 LG0789_MARKER: 53 = ELEVATED TANK
 LG0789
 LG0789  HISTORY     - Date     Condition        Report By
 LG0789  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0789  HISTORY     - 20040531 GOOD             USPSQD
 LG0789
 LG0789                          STATION DESCRIPTION
 LG0789
 LG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0789'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE BUSINESS
 LG0789'DISTRICT IN THE SMALL TOWN OF MILLIGAN.  IT IS APPROXIMATELY 125
 LG0789'FEET HIGH, HAS 4 LEGS AND IS PAINTED WHITE.
 LG0789'
 LG0789'TO REACH THE STATION FROM THE POST OFFICE IN MILLIGAN, GO NORTH
 LG0789'FOR 0.05 MILE TO A CROSS STREETS.  TURN LEFT (WEST) FOR 0.05 MILE
 LG0789'TO STATION.
 LG0789'
 LG0789'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0789
 LG0789                          STATION RECOVERY (2004)
 LG0789
 LG0789'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0789'STATION FOUND GOOD. TANK IS SOUTH OF 6TH STREET, EAST OF 'L' STREET,
 LG0789'AND IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 6TH AND 'L'
 LG0789'STREETS. THE CROSS STREET REFERENCED IN THE 1950 DESCRIPTION IS 6TH
 LG0789'STREET. THE CONICAL-SHAPED TANK HAS SILVER LEGS WITH AN AQUA TANK BOWL
 LG0789'AND AQUA TANK TOP AND BLACK LETTERS MILLIGAN ON THE TANK BOWL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0662 ***********************************************************************
 NN0662  DESIGNATION -  MILLS
 NN0662  PID         -  NN0662
 NN0662  STATE/COUNTY-  NE/HOLT
 NN0662  COUNTRY     -  US
 NN0662  USGS QUAD   -  O'NEILL SW (2017)
 NN0662
 NN0662                         *CURRENT SURVEY CONTROL
 NN0662  ______________________________________________________________________
 NN0662* NAD 83(1995) POSITION- 42 19 09.43953(N) 098 39 01.10034(W)   ADJUSTED
 NN0662* NAVD 88 ORTHO HEIGHT -   631.    (meters)     2070.    (feet) SCALED
 NN0662  ______________________________________________________________________
 NN0662  GEOID HEIGHT    -        -24.149 (meters)                     GEOID18
 NN0662  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 NN0662  HORZ ORDER      -  SECOND
 NN0662
 NN0662.The horizontal coordinates were established by classical geodetic methods
 NN0662.and adjusted by the National Geodetic Survey in August 1997.
 NN0662
 NN0662.The orthometric height was scaled from a topographic map.
 NN0662
 NN0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0662.GEOID18 height accuracy estimate available here.
 NN0662
 NN0662.Click photographs - Photos may exist for this station.
 NN0662
 NN0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0662
 NN0662. The following values were computed from the NAD 83(1995) position.
 NN0662
 NN0662;                    North         East     Units Scale Factor Converg.
 NN0662;SPC NE       -   276,881.904   611,231.167   MT  0.99975939   +0 53 40.0
 NN0662;SPC NE       -   908,403.38  2,005,347.59   sFT  0.99975939   +0 53 40.0
 NN0662;UTM  14      - 4,685,286.684   528,815.644   MT  0.99961022   +0 14 07.6
 NN0662
 NN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0662!SPC NE       -   0.99990480  x   0.99975939  =   0.99966421
 NN0662!UTM  14      -   0.99990480  x   0.99961022  =   0.99951506
 NN0662
 NN0662:                Primary Azimuth Mark                     Grid Az
 NN0662:SPC NE       -  B 123                                    189 52 08.8
 NN0662:UTM  14      -  B 123                                    190 31 41.2
 NN0662
 NN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2881585286(NAD 83)
 NN0662
 NN0662|---------------------------------------------------------------------|
 NN0662| PID    Reference Object                     Distance      Geod. Az  |
 NN0662|                                                           dddmmss.s |
 NN0662| CO3276 MILLS RM 1                           24.152 METERS 14552     |
 NN0662| NN0229 B 123                                              1904548.8 |
 NN0662| NN0663 MILLS 2                              29.957 METERS 19046     |
 NN0662| CO3277 MILLS RM 2                           29.221 METERS 25029     |
 NN0662|---------------------------------------------------------------------|
 NN0662
 NN0662                          SUPERSEDED SURVEY CONTROL
 NN0662
 NN0662  NAD 83(1986)-  42 19 09.44429(N)    098 39 01.10684(W) AD(       ) 2
 NN0662  NAD 27      -  42 19 09.42900(N)    098 38 59.79600(W) AD(       ) 2
 NN0662
 NN0662.Superseded values are not recommended for survey control.
 NN0662
 NN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0662.See file dsdata.pdf to determine how the superseded data were derived.
 NN0662
 NN0662_MARKER: DS = TRIANGULATION STATION DISK
 NN0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0662
 NN0662  HISTORY     - Date     Condition        Report By
 NN0662  HISTORY     - 1949     MONUMENTED       CGS
 NN0662  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NN0662
 NN0662                          STATION DESCRIPTION
 NN0662
 NN0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0662'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL
 NN0662'ABOUT 9.25 MILES SOUTH OF ONEILL, 8.0 MILES NORTH AND 5.0 MILES
 NN0662'EAST OF CHAMBERS, 0.1 MILE EAST OF U.S. HIGHWAY NO. 281, 0.1
 NN0662'MILE SOUTH OF A SECTION-LINE FENCE, AND 4.5 FEET SOUTHWEST
 NN0662'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED, MILLS
 NN0662'1949.
 NN0662'
 NN0662'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NN0662'AND IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NN0662'PROJECTS 2 INCHES AND IS STAMPED, MILLS NO 1 1949.
 NN0662'
 NN0662'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NN0662'AND IS ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 NN0662'IT PROJECTS 3 INCHES AND IS STAMPED, MILLS NO 2 1949.
 NN0662'
 NN0662'AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK DISK SET IN THE
 NN0662'TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 2.0 FEET.
 NN0662'IT IS 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 281, 14
 NN0662'FEET WEST OF A RIGHT-OF-WAY FENCE, AND 14 FEET WEST OF A WITNESS
 NN0662'POST.  IT IS STAMPED, B 123 1935.
 NN0662'
 NN0662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 NN0662'20, NO. 275, AND NO. 281 IN THE CENTER OF THE BUSINESS DISTRICT
 NN0662'OF ONEILL, GO SOUTH ON U.S. HIGHWAY NO. 281 FOR 5.65 MILES
 NN0662'TO A CROSSROAD AND A SIGN ON THE LEFT INMAN, CONTINUE SOUTH ON
 NN0662'U.S. HIGHWAY NO. 281 FOR 4.05 MILES TO A SAND ROAD LEFT, (THE
 NN0662'STATION IS ABOUT 0.15 MILES SOUTHEAST OF THIS INTERSECTION).
 NN0662'TO DRIVE TO STATION CONTINUE SOUTH ON HIGHWAY FOR 0.55 MILE TO
 NN0662'BENCH MARK B 123 ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY FOR
 NN0662'0.4 MILE TO A WIRE GATE ON THE LEFT (ABOUT 0.05 MILE BEFORE
 NN0662'REACHING A SAND ROAD LEADING EAST), TURN LEFT THROUGH GATE
 NN0662'AND THEN TURN LEFT AND GO NORTHERLY ALONG EAST SIDE OF FENCE
 NN0662'FOR ABOUT 0.9 MILE TO PROMINENT SAND HILL AND STATION.
 NN0662'
 NN0662'AN 87 FOOT SIGNAL AT ONEILL IS VISIBLE AT 20 FEET.
 NN0662'
 NN0662'A 74 FOOT SIGNAL AT PAGE S W BASE 1900 1906 IS VISIBLE AT
 NN0662'15 FEET.
 NN0662'
 NN0662'A 74 FOOT SIGNAL AT STAFFORD IS VISIBLE AT 4 FEET.
 NN0662'
 NN0662'A 47 FOOT SIGNAL AT SCHAFFER AND MC CLURE 1900 ARE VISIBLE
 NN0662'AT 4 FEET.
 NN0662'
 NN0662'A 4 FOOT SIGNAL AT SAND IS VISIBLE AT 4 FEET.
 NN0662'
 NN0662'AN 87 FOOT SIGNAL AT CHAMBERS IS VISIBLE AT 4 FEET.
 NN0662'
 NN0662'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0662
 NN0662                          STATION RECOVERY (1964)
 NN0662
 NN0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0662'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0662'FOUND IN GOOD CONDITION, EXCEPT THE SURFACE AND UNDERGROUND
 NN0662'STATION MARKS WHICH WERE DISPLACEDAND FOUND IN THE BOTTOM OF A
 NN0662'SAND BLOW.  THE DISKS WERE REMOVED FROM THE BLOCKS OF CONCRETE.
 NN0662'THIS STATION WAS TEMPORARILY RE-ESTABLISHED BY MEASURING BACK
 NN0662'FROM THE REFERENCE MARKS AND CHECKING THE OLD ANGLES.  A NEW
 NN0662'STATION, MILLS 2, WAS ESTABLISHED ON LINE TOWARD THE AZIMUTH
 NN0662'MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 NN0662'THE SAND HILL WHERE THE STATION WAS LOCATED WILL BE REMOVED
 NN0662'WHEN U.S. HIGHWAY 281 IS REBUILT THIS YEAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0737 ***********************************************************************
 NN0737  DESIGNATION -  MILLS
 NN0737  PID         -  NN0737
 NN0737  STATE/COUNTY-  NE/KEYA PAHA
 NN0737  COUNTRY     -  US
 NN0737  USGS QUAD   -  MILLS (2017)
 NN0737
 NN0737                         *CURRENT SURVEY CONTROL
 NN0737  ______________________________________________________________________
 NN0737* NAD 83(1995) POSITION- 42 59 26.81883(N) 099 25 58.96582(W)   ADJUSTED
 NN0737* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 NN0737  ______________________________________________________________________
 NN0737  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 NN0737  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 NN0737  HORZ ORDER      -  FIRST
 NN0737
 NN0737.The horizontal coordinates were established by classical geodetic methods
 NN0737.and adjusted by the National Geodetic Survey in August 1997.
 NN0737
 NN0737.The orthometric height was scaled from a topographic map.
 NN0737
 NN0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0737.GEOID18 height accuracy estimate available here.
 NN0737
 NN0737.Click photographs - Photos may exist for this station.
 NN0737
 NN0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0737
 NN0737. The following values were computed from the NAD 83(1995) position.
 NN0737
 NN0737;                    North         East     Units Scale Factor Converg.
 NN0737;SPC NE       -   350,748.901   546,236.356   MT  0.99999578   +0 22 32.6
 NN0737;SPC NE       - 1,150,748.69  1,792,110.44   sFT  0.99999578   +0 22 32.6
 NN0737;SPC SD S     -    73,435.145   673,417.366   MT  0.99996644   +0 37 15.8
 NN0737;SPC SD S     -   240,928.47  2,209,370.14   sFT  0.99996644   +0 37 15.8
 NN0737;UTM  14      - 4,759,882.235   464,697.830   MT  0.99961533   -0 17 43.0
 NN0737
 NN0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0737!SPC NE       -   0.99990413  x   0.99999578  =   0.99989991
 NN0737!SPC SD S     -   0.99990413  x   0.99996644  =   0.99987057
 NN0737!UTM  14      -   0.99990413  x   0.99961533  =   0.99951950
 NN0737
 NN0737:                Primary Azimuth Mark                     Grid Az
 NN0737:SPC NE       -  MILLS AZ MK                              358 57 31.1
 NN0737:SPC SD S     -  MILLS AZ MK                              358 42 47.9
 NN0737:UTM  14      -  MILLS AZ MK                              359 37 46.7
 NN0737
 NN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6469759882(NAD 83)
 NN0737
 NN0737|---------------------------------------------------------------------|
 NN0737| PID    Reference Object                     Distance      Geod. Az  |
 NN0737|                                                           dddmmss.s |
 NN0737| OR0895 BURKE MUNICIPAL TANK                APPROX.23.9 KM 0282659.7 |
 NN0737| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX.24.2 KM 0285829.3 |
 NN0737| CO3274 MILLS RM 1                           28.863 METERS 05510     |
 NN0737| OR0894 HERRICK MUNICIPAL TANK              APPROX.24.2 KM 0553619.3 |
 NN0737| NN0734 JAMISON SPIRE                       APPROX.10.4 KM 0865723.9 |
 NN0737| CO3275 MILLS RM 2                           23.603 METERS 19104     |
 NN0737| OR0898 SPIRE C                             APPROX. 8.4 KM 3355200.3 |
 NN0737| CO3273 MILLS AZ MK                                        3592003.7 |
 NN0737|---------------------------------------------------------------------|
 NN0737
 NN0737                          SUPERSEDED SURVEY CONTROL
 NN0737
 NN0737  NAD 83(1986)-  42 59 26.82580(N)    099 25 58.97399(W) AD(       ) 1
 NN0737  NAD 27      -  42 59 26.82200(N)    099 25 57.58700(W) AD(       ) 1
 NN0737
 NN0737.Superseded values are not recommended for survey control.
 NN0737
 NN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0737.See file dsdata.pdf to determine how the superseded data were derived.
 NN0737
 NN0737_MARKER: DS = TRIANGULATION STATION DISK
 NN0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0737_STAMPING: MILLS 1934
 NN0737_MARK LOGO: CGS
 NN0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0737+STABILITY: SURFACE MOTION
 NN0737
 NN0737  HISTORY     - Date     Condition        Report By
 NN0737  HISTORY     - 1934     MONUMENTED       CGS
 NN0737  HISTORY     - 1940     GOOD             CGS
 NN0737  HISTORY     - 1949     GOOD             CGS
 NN0737
 NN0737                          STATION DESCRIPTION
 NN0737
 NN0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0737'STATION IS LOCATED ON A HIGH, PROMINENT BUTTE IN MILLS TOWNSHIP,
 NN0737'1/3 MILE NORTH AND 0.1 MILE WEST OF THE SOUTHEAST CORNER OF SEC.
 NN0737'21, T. 35 N., R. 18 W., 3.5 MILES NORTH OF THE SETTLEMENT OF
 NN0737'MILLS, AND 0.5 MILE SOUTH OF THE SOUTH DAKOTA STATE LINE.
 NN0737'
 NN0737'TO REACH FROM THE SOUTHWEST SIDE OF THE TOWN OF GREGORY WHERE
 NN0737'U.S. HIGHWAY 18 TURNS SOUTH AND WEST AROUND A PHILLIPS GAS
 NN0737'STATION IN SOUTHWEST ANGLE, GO SOUTH ON U.S. 18 FOR 2 MILES AND
 NN0737'CONTINUE STRAIGHT SOUTH, WHERE U.S. 18 TURNS EAST, FOR 14.3 MILES
 NN0737'OR 4.85 MILES AFTER PASSING WHITE SCHOOLHOUSE ON THE RIGHT TO
 NN0737'BUTTE ON EAST SIDE OF ROAD.  MARK IS SET IN CENTER OF SUMMIT OF
 NN0737'BUTTE WHICH HAS A FLAT SURFACE OF ABOUT 20- BY 20-FEET.  A
 NN0737'TRUCK CANNOT BE DRIVEN TO SUMMIT.
 NN0737'
 NN0737'REFERENCE MARK 1 IS SET 10 FEET WEST OF EAST EDGE OF FIRST FLAT
 NN0737'BELOW SUMMIT OF BUTTE ON ITS NORTH SIDE.
 NN0737'
 NN0737'REFERENCE MARK 2 IS SET IN OUTCROPPING BEDROCK AT WEST EDGE OF
 NN0737'SPINE OF BUTTE RUNNING SOUTH.  FIRST FLAT BELOW SUMMIT OF BUTTE
 NN0737'ON ITS SOUTH SIDE.
 NN0737'
 NN0737'AZIMUTH MARK IS NORTH BY WEST OF STATION, 0.4 MILE ALONG ROAD
 NN0737'LEADING TO STATION, IN FENCE CORNER 40 FEET EAST-NORTHEAST OF
 NN0737'CENTER LINE OF ROAD.
 NN0737'
 NN0737'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0737
 NN0737                          STATION RECOVERY (1940)
 NN0737
 NN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0737'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE MARKS
 NN0737'ARE IN EXCELLENT CONDITION.  THE DESCRIPTION IS CORRECT AND
 NN0737'ADEQUATE.  THIS STATION WAS USED AS A CHECK POINT ONLY AND WAS
 NN0737'NOT OCCUPIED BY THIS PARTY.
 NN0737
 NN0737                          STATION RECOVERY (1949)
 NN0737
 NN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0737'THE STATION, REFERENCE MARK NO 1,
 NN0737'REFERENCE MARK NO 2, AND AZIMUTH MARK, RECOVERED
 NN0737'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NN0737'
 NN0737'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0737'
 NN0737'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF THE SMALL
 NN0737'SETTLEMENT OF MILLS AND 0.5 MILE SOUTH OF THE SOUTH DAKOTA-NEBRASKA
 NN0737'STATE LINE, ON THE HIGH POINT OF A PROMINENT ROUND TOPPED HILL
 NN0737'IN A PASTURE AND ABOUT 0.1 MILE EAST OF NORTH-SOUTH GRADED DIRT
 NN0737'ROAD.  IT IS STAMPED MILLS 1934 AND PROJECTS 8 INCHES.
 NN0737'
 NN0737'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 10 FEET WEST OF
 NN0737'THE EAST EDGE OF FIRST FLAT BELOW THE SUMMIT OF THE HILL AND
 NN0737'ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 NN0737'MILLS NO 1 1934 AND PROJECTS 6 INCHES.
 NN0737'
 NN0737'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 NN0737'BEDROCK OUTCROP IN THE FLAT SOUTH OF THE SUMMIT OF THE HILL
 NN0737'ABOUT 4 FEET EAST OF THE WEST EDGE OF THE BEDROCK OUTCROP.  IT
 NN0737'IS STAMPED MILLS NO 2 1934 AND SET FLUSH WITH THE ROCK SURFACE.
 NN0737'
 NN0737'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 40 FEET
 NN0737'EAST OF THE CENTER OF THE NORTH-SOUTH GRADED ROAD, 1-1/2 FEET EAST
 NN0737'OF NORTH-SOUTH FENCE LINE AND 1-1/2 FEET EAST OF WITNESS POST.
 NN0737'IT IS STAMPED MILLS AZI 1934 AND PROJECTS 2 INCHES.  TO REACH
 NN0737'FROM THE STATION, GO NORTH ON GRADED ROAD FOR 0.3 MILE TO POINT
 NN0737'WHERE TELEPHONE LINE CROSSES ROAD AND MARK ON THE EAST SIDE AS
 NN0737'DESCRIBED.
 NN0737'
 NN0737'TO REACH THE STATION FROM MILLS, GO NORTH ON GRADED ROAD JUST
 NN0737'WEST OF THE GENERAL STORE FOR 1.0 MILE, TURN RIGHT AND CONTINUE
 NN0737'ON MAIN TRAVELED ROAD FOR 0.65 MILE TO FORK, BEAR LEFT ON MAIN
 NN0737'TRAVELED ROAD FOR 2.6 MILES TO STATION ON THE EAST SIDE OF ROAD
 NN0737'AT TOP OF BUTTE AS DESCRIBED.  PACK WILL REQUIRE ABOUT 5 MINUTES.
 NN0737'
 NN0737'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0737'
 NN0737'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 4 FEET.
 NN0737'
 NN0737'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0737'
 NN0737'A 4 FOOT SIGNAL AT STATION BAMERLIN 1936 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0663 ***********************************************************************
 NN0663  DESIGNATION -  MILLS 2
 NN0663  PID         -  NN0663
 NN0663  STATE/COUNTY-  NE/HOLT
 NN0663  COUNTRY     -  US
 NN0663  USGS QUAD   -  O'NEILL SW (2017)
 NN0663
 NN0663                         *CURRENT SURVEY CONTROL
 NN0663  ______________________________________________________________________
 NN0663* NAD 83(1995) POSITION- 42 19 08.48572(N) 098 39 01.34469(W)   NO CHECK
 NN0663* NAVD 88 ORTHO HEIGHT -   631.    (meters)     2070.    (feet) SCALED
 NN0663  ______________________________________________________________________
 NN0663  GEOID HEIGHT    -        -24.149 (meters)                     GEOID18
 NN0663  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 NN0663  HORZ ORDER      -  THIRD
 NN0663
 NN0663.The horizontal coordinates were established by classical geodetic methods
 NN0663.and adjusted by the National Geodetic Survey in August 1997.
 NN0663
 NN0663.No horizontal observational check was made to the station.
 NN0663
 NN0663.The orthometric height was scaled from a topographic map.
 NN0663
 NN0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0663.GEOID18 height accuracy estimate available here.
 NN0663
 NN0663.Click photographs - Photos may exist for this station.
 NN0663
 NN0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0663
 NN0663. The following values were computed from the NAD 83(1995) position.
 NN0663
 NN0663;                    North         East     Units Scale Factor Converg.
 NN0663;SPC NE       -   276,852.397   611,226.033   MT  0.99975933   +0 53 39.8
 NN0663;SPC NE       -   908,306.57  2,005,330.74   sFT  0.99975933   +0 53 39.8
 NN0663;UTM  14      - 4,685,257.242   528,810.172   MT  0.99961021   +0 14 07.4
 NN0663
 NN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0663!SPC NE       -   0.99990480  x   0.99975933  =   0.99966415
 NN0663!UTM  14      -   0.99990480  x   0.99961021  =   0.99951505
 NN0663
 NN0663:                Primary Azimuth Mark                     Grid Az
 NN0663:SPC NE       -  B 123 RESET                              190 49 57.7
 NN0663:UTM  14      -  B 123 RESET                              191 29 30.1
 NN0663
 NN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2881085257(NAD 83)
 NN0663
 NN0663|---------------------------------------------------------------------|
 NN0663| PID    Reference Object                     Distance      Geod. Az  |
 NN0663|                                                           dddmmss.s |
 NN0663| NN0662 MILLS                                29.957 METERS 01046     |
 NN0663| CO3278 MILLS 2 RM 3                         10.372 METERS 03553     |
 NN0663| NN0229 B 123                                              1904550.7 |
 NN0663| NN0230 B 123 RESET                                        1914337.5 |
 NN0663| CO3279 MILLS 2 RM 4                         33.519 METERS 20157     |
 NN0663|---------------------------------------------------------------------|
 NN0663
 NN0663                          SUPERSEDED SURVEY CONTROL
 NN0663
 NN0663  NAD 83(1986)-  42 19 08.49049(N)    098 39 01.35118(W) AD(       ) 3
 NN0663  NAD 27      -  42 19 08.47519(N)    098 39 00.04033(W) AD(       ) 3
 NN0663
 NN0663.Superseded values are not recommended for survey control.
 NN0663
 NN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0663.See file dsdata.pdf to determine how the superseded data were derived.
 NN0663
 NN0663_MARKER: DS = TRIANGULATION STATION DISK
 NN0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0663_STAMPING: MILLS 2 1964
 NN0663_MARK LOGO: CGS
 NN0663_PROJECTION: FLUSH
 NN0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0663+STABILITY: SURFACE MOTION
 NN0663
 NN0663  HISTORY     - Date     Condition        Report By
 NN0663  HISTORY     - 1964     MONUMENTED       CGS
 NN0663
 NN0663                          STATION DESCRIPTION
 NN0663
 NN0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0663'STATION IS LOCATED ABOUT 9 MILES SOUTH OF ONEILL AND 8 MILES NORTH
 NN0663'OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 95 GOING
 NN0663'WEST TO CHAMBERS ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 NN0663'281, ABOUT 100 YARDS EAST OF THE CENTERLINE OF NEW U.S. HIGHWAY
 NN0663'281, AND 7.1 FEET WEST OF A NEW STEEL WITNESS POST AND THE
 NN0663'EAST RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND
 NN0663'SURFACE AND THE DISK IS STAMPED MILLS 2 1964.
 NN0663'
 NN0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275,
 NN0663'AND 281 IN THE CENTER OF THE BUSINESS DISTRICT OF ONEILL, GO
 NN0663'SOUTH ON U.S. HIGHWAY 281 FOR 5.5 MILES TO A CROSSROAD AND A SIGN
 NN0663'ON THE LEFT, INMAN.  CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 4.15
 NN0663'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NN0663'
 NN0663'REFERENCE MARK NO. 3 IS 34.03 FEET NORTH-NORTHEAST OF THE STATION,
 NN0663'68 FEET SOUTH OF A BREAK OR CHANGE-IN-DIRECTION OF THE EAST
 NN0663'RIGHT-OF-WAY FENCE ALONG THE HIGHWAY, ABOUT 100 YARDS EAST OF THE
 NN0663'NEW U.S. HIGHWAY 281, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 NN0663'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 NN0663'THE DISK IS STAMPED MILLS 2 NO 3 1964.
 NN0663'
 NN0663'REFERENCE MARK NO. 4 IS 109.97 FEET SOUTH-SOUTHWEST OF THE
 NN0663'STATION, ABOUT 100 YARDS EAST OF THE CENTER OF NEW U.S. HIGHWAY
 NN0663'281, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK IS
 NN0663'FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED MILLS 2
 NN0663'NO 4 1964.
 NN0663'
 NN0663'BENCH MARK B 123 RESET WHICH IS USED AS THE AZIMUTH MARK FOR
 NN0663'THIS STATION IS 10 MILES SOUTH OF ONEILL AND 7-1/2 MILES NORTH OF
 NN0663'THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 95.  THIS
 NN0663'BENCH MARK IS 0.35 MILE SOUTH OF THE STATION, 185 FEET SOUTH OF
 NN0663'A POWER POLE, ABOUT 95 FEET WEST OF THE CENTERLINE OF NEW U.S.
 NN0663'HIGHWAY 281, 34 FEET OF OLD U.S. HIGHWAY 281, 2 FEET
 NN0663'NORTH-NORTHEAST OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST
 NN0663'OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0663'B 123 RESET 1964 AND SET IN THE TOP OF A CONCRETE CYLINDER,
 NN0663'12 INCHES IN DIAMETER.
 NN0663'
 NN0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 NN0663'HIGHWAY 281 FOR 0.35 MILE TO THE AZIMUTH MARK OR BENCH MARK B
 NN0663'123 RESET 1964.
 NN0663'
 NN0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0772 ***********************************************************************
 LG0772  DESIGNATION -  MILLS RESET
 LG0772  PID         -  LG0772
 LG0772  STATE/COUNTY-  NE/SEWARD
 LG0772  COUNTRY     -  US
 LG0772  USGS QUAD   -  DORCHESTER (2017)
 LG0772
 LG0772                         *CURRENT SURVEY CONTROL
 LG0772  ______________________________________________________________________
 LG0772* NAD 83(1995) POSITION- 40 42 53.42617(N) 097 07 15.60278(W)   ADJUSTED
 LG0772* NAVD 88 ORTHO HEIGHT -   452.23  (+/-2cm)     1483.7   (feet) VERTCON
 LG0772  ______________________________________________________________________
 LG0772  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 LG0772  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 LG0772  HORZ ORDER      -  SECOND
 LG0772  VERT ORDER      -  THIRD ? (See Below)
 LG0772
 LG0772.The horizontal coordinates were established by classical geodetic methods
 LG0772.and adjusted by the National Geodetic Survey in August 1997.
 LG0772
 LG0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0772
 LG0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0772.GEOID18 height accuracy estimate available here.
 LG0772
 LG0772.The vertical order pertains to the NGVD 29 superseded value.
 LG0772
 LG0772.Click photographs - Photos may exist for this station.
 LG0772
 LG0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0772
 LG0772. The following values were computed from the NAD 83(1995) position.
 LG0772
 LG0772;                    North         East     Units Scale Factor Converg.
 LG0772;SPC NE       -   101,921.311   743,161.074   MT  0.99975313   +1 54 28.5
 LG0772;SPC NE       -   334,386.83  2,438,187.62   sFT  0.99975313   +1 54 28.5
 LG0772;UTM  14      - 4,508,800.328   658,710.116   MT  0.99991005   +1 13 33.3
 LG0772
 LG0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0772!SPC NE       -   0.99993330  x   0.99975313  =   0.99968644
 LG0772!UTM  14      -   0.99993330  x   0.99991005  =   0.99984335
 LG0772
 LG0772:                Primary Azimuth Mark                     Grid Az
 LG0772:SPC NE       -  MILLS AZ MK 2                            110 00 36.9
 LG0772:UTM  14      -  MILLS AZ MK 2                            110 41 32.1
 LG0772
 LG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5871008800(NAD 83)
 LG0772
 LG0772|---------------------------------------------------------------------|
 LG0772| PID    Reference Object                     Distance      Geod. Az  |
 LG0772|                                                           dddmmss.s |
 LG0772| LG0776 MILLS AZ MK 2                       APPROX. 0.6 KM 1115505.4 |
 LG0772| LG0775 DORCHESTER MUNICIPAL TANK           APPROX. 7.6 KM 1754152.4 |
 LG0772| CO1821 MILLS AZ MK                                        1773151.0 |
 LG0772| CO1824 MILLS RM 3                           14.576 METERS 18349     |
 LG0772| CO1822 MILLS RM 1                           17.124 METERS 18633     |
 LG0772| CO1823 MILLS RM 2                           21.619 METERS 27748     |
 LG0772|---------------------------------------------------------------------|
 LG0772
 LG0772                          SUPERSEDED SURVEY CONTROL
 LG0772
 LG0772  NAD 83(1986)-  40 42 53.43441(N)    097 07 15.60287(W) AD(       ) 2
 LG0772  NAD 27      -  40 42 53.41100(N)    097 07 14.46600(W) AD(       ) 2
 LG0772  NGVD 29             452.06   (m)         1483.1    (f) LEVELING    3  
 LG0772
 LG0772.Superseded values are not recommended for survey control.
 LG0772
 LG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0772.See file dsdata.pdf to determine how the superseded data were derived.
 LG0772
 LG0772_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0772_STAMPING: MILLS 1947 1976
 LG0772_MARK LOGO: NGS
 LG0772_PROJECTION: FLUSH
 LG0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0772+STABILITY: SURFACE MOTION
 LG0772
 LG0772  HISTORY     - Date     Condition        Report By
 LG0772  HISTORY     - 1947     MONUMENTED       CGS
 LG0772  HISTORY     - 1976     GOOD             NGS
 LG0772  HISTORY     - 20200810 GOOD             NEGS
 LG0772
 LG0772                          STATION DESCRIPTION
 LG0772
 LG0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0772'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF MILFORD AND
 LG0772'4.75 MILES NORTH OF DORCHESTER ON THE NORTH SIDE OF WEST MILLS
 LG0772'SCHOOL DISTRICT NO 2.  IT IS 52 FEET NORTHEAST OF THE NORTHEAST
 LG0772'CORNER OF THE SCHOOL HOUSE, 10 FEET SOUTH OF EAST-WEST FENCE
 LG0772'LINE AND 32 FEET WEST OF THE CENTER OF THE GATE INTO SCHOOL YARD.
 LG0772'IT IS STAMPED MILLS 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0772'
 LG0772'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN THE NORTHEAST
 LG0772'CORNER OF THE SMALL CONCRETE PORCH OF THE SCHOOL HOUSE.  IT IS
 LG0772'STAMPED MILLS NO 1 1947 AND SET FLUSH WITH THE CONCRETE SURFACE.
 LG0772'
 LG0772'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 1 FOOT
 LG0772'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED MILLS NO 2 1947 AND
 LG0772'SET FLUSH WITH THE GROUND SURFACE.
 LG0772'
 LG0772'THE AZIMUTH MARK IS ABOUT 0.35 MILES SOUTH OF THE STATION, SET IN
 LG0772'THE CONCRETE ABUTMENT OF THE CONCRETE BRIDGE OVER THE LAKE IN THE
 LG0772'NORTHEAST END OF THE BRIDGE.  IT IS 25 FEET EAST OF THE CENTER OF
 LG0772'STATE ROUTE 15 AND U.S. HIGHWAY NO 6.  IT IS STAMPED MILLS 1947
 LG0772'AND SET FLUSH WITH THE CONCRETE SURFACE.  TO REACH FROM THE
 LG0772'STATION, GO SOUTH ON HIGHWAY FOR 0.35 MILE TO THE MARK ON THE
 LG0772'LEFT AS DESCRIBED.
 LG0772'
 LG0772'TO REACH THE STATION FROM THE NEON SIGN MILFORD OVER THE
 LG0772'HIGHWAY ON THE SOUTH SIDE OF MILFORD, GO WEST AND SOUTH ON STATE
 LG0772'ROUTE 15 AND U.S. HIGHWAY 6 FOR 7.2 MILES TO THE WEST MILLS
 LG0772'SCHOOL HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LG0772'
 LG0772'A 74 FOOT SIGNAL AT STATION EARNEST 1935 IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'A 4 FOOT SIGNAL AT STATION WEST IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'A 74 FOOT SIGNAL AT STATION CLARK 1935 IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'A 74 FOOT SIGNAL AT STATION DUBA IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0772
 LG0772                          STATION RECOVERY (1976)
 LG0772
 LG0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0772'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 LG0772'GOOD CONDITION.  IT IS BELIEVED THE SURFACE STATION MARK AND
 LG0772'REFERENCE MARK 1 WERE DESTROYED WHEN THE OLD SCHOOL BUILDING WAS
 LG0772'REMOVED AND THE AREA BLADED AND NEW BUILDINGS ERRECTED IN THIS
 LG0772'AREA.  THE AZIMUTH MARK WAS DESTROYED WHEN THE BRIDGE WAS REMOVED
 LG0772'ON HIGHWAY 15.  NEW STATION MARKS, REFERENCE MARK 3 AND AZIMUTH
 LG0772'MARK 2 WERE SET THIS DATE.  A SENIOR CITIZEN IN THE TOWN OF
 LG0772'DORCHESTER, STATED THE TANK LISTED ABOVE IS THE ORIGINAL TANK
 LG0772'WITH THE EXCEPTION THE TANK HAD BEEN REPAINTED.
 LG0772'
 LG0772'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG0772'
 LG0772'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF MILFORD AND
 LG0772'4.75 MILES NORTH OF DORCHESTER, IN THE NORTHEAST CORNER OF YARD
 LG0772'OWNED BY MR. LEO BRETTA, WHO LIVES AT THE STATION SITE IN THE SUMMER
 LG0772'MONTHS AND LIVES IN LINCOLN IN THE WINTER MONTHS.
 LG0772'
 LG0772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 15 AT
 LG0772'THE NORTHWEST EDGE OF DORCHESTER, GO NORTH ON HIGHWAY 15 FOR
 LG0772'4.0 MILES TO A CROSSROAD.  CONTINUE NORTH ON HIGHWAY 15 FOR 0.15
 LG0772'MILE TO DRIVEWAY AND THE STATION ON THE LEFT.
 LG0772'
 LG0772'THE STATION MARKS ARE STANDARD DISKS STAMPED MILLS 1947 1976.  THE
 LG0772'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0772'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET
 LG0772'NORTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 28 FEET
 LG0772'EAST-SOUTHEAST OF A 30-INCH TREE, 12 FEET SOUTH-SOUTHWEST OF A
 LG0772'POWER POLE AND 10 FEET SOUTH OF A METAL WITNESS POST IN AN
 LG0772'EAST-WEST FENCELINE.  THE UNDERGROUND DISK IS SET IN AN
 LG0772'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LG0772'
 LG0772'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILLS NO 2 1947, SET IN
 LG0772'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0772'GROUND SURFACE.  IT IS 47 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LG0772'CORNER OF THE GARAGE, 43.5 FEET WEST OF THE 30-INCH TREE AND 1
 LG0772'FOOT SOUTH OF THE EAST-WEST FENCELINE.
 LG0772'
 LG0772'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0772'MILLS 1947 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0772'57.5 FEET EAST OF THE SOUTHEAST CORNER OF THE GARAGE, 5.5 FEET WEST
 LG0772'OF A NORTH-SOUTH FENCE AND 1.8 FEET NORTHEAST OF A FLAG POLE.
 LG0772'
 LG0772'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MILLS 1947 AZ 2 1976, SET
 LG0772'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LG0772'WITH THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE CENTER OF AN
 LG0772'EAST-WEST GRAVELED ROAD, 1.5 FEET EAST OF A METAL WITNESS POST IN
 LG0772'A FENCELINE AND 6 INCHES NORTH OF THE FENCELINE AND ABOUT 0.15
 LG0772'MILE WEST-NORTHWEST OF FARM BUILDINGS.
 LG0772'
 LG0772'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTH ON HIGHWAY 15
 LG0772'FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 LG0772'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG0772'
 LG0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.75 MILES NORTH
 LG0772'OF DORCHESTER.
 LG0772
 LG0772                          STATION RECOVERY (2020)
 LG0772
 LG0772'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0772'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND NE. SPUR 76E
 LG0772'NORTH OF DORCHESTER, NE., GO NORTH ON U.S. HIGHWAY 6 FOR 3.81 MI (6.13
 LG0772'KM) TO THE MARK ON THE LEFT, WEST SIDE OF THE ROAD AT MILE POST
 LG0772'285.39.  THE MARK IS 8.7 FT (2.7 M) SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0632 ***********************************************************************
 MN0632  DESIGNATION -  MINATARE MUNICIPAL TANK
 MN0632  PID         -  MN0632
 MN0632  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0632  COUNTRY     -  US
 MN0632  USGS QUAD   -  MINATARE (2017)
 MN0632
 MN0632                         *CURRENT SURVEY CONTROL
 MN0632  ______________________________________________________________________
 MN0632* NAD 83(1995) POSITION- 41 48 33.58655(N) 103 30 18.51848(W)   ADJUSTED
 MN0632  ______________________________________________________________________
 MN0632  GEOID HEIGHT    -        -19.317 (meters)                     GEOID18
 MN0632  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 MN0632  HORZ ORDER      -  THIRD
 MN0632
 MN0632.The horizontal coordinates were established by classical geodetic methods
 MN0632.and adjusted by the National Geodetic Survey in August 1997.
 MN0632
 MN0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0632.GEOID18 height accuracy estimate available here.
 MN0632
 MN0632.Click photographs - Photos may exist for this station.
 MN0632
 MN0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0632
 MN0632. The following values were computed from the NAD 83(1995) position.
 MN0632
 MN0632;                    North         East     Units Scale Factor Converg.
 MN0632;SPC NE       -   225,288.145   208,905.952   MT  0.99967258   -2 19 22.3
 MN0632;SPC NE       -   739,132.86    685,385.61   sFT  0.99967258   -2 19 22.3
 MN0632;UTM  13      - 4,629,686.650   624,170.899   MT  0.99978973   +0 59 48.0
 MN0632
 MN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2417029686(NAD 83)
 MN0632
 MN0632                          SUPERSEDED SURVEY CONTROL
 MN0632
 MN0632  NAD 83(1993)-  41 48 33.58652(N)    103 30 18.51848(W) AD(       ) 3
 MN0632  NAD 83(1986)-  41 48 33.58050(N)    103 30 18.52426(W) AD(       ) 3
 MN0632  NAD 27      -  41 48 33.69400(N)    103 30 16.73700(W) AD(       ) 3
 MN0632
 MN0632.Superseded values are not recommended for survey control.
 MN0632
 MN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0632.See file dsdata.pdf to determine how the superseded data were derived.
 MN0632
 MN0632_MARKER: 53 = ELEVATED TANK
 MN0632
 MN0632  HISTORY     - Date     Condition        Report By
 MN0632  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0632  HISTORY     - 1944     GOOD             CGS
 MN0632  HISTORY     - 1958     GOOD             CGS
 MN0632  HISTORY     - 20040810 GOOD             USPSQD
 MN0632
 MN0632                          STATION DESCRIPTION
 MN0632
 MN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0632'STATION IS LOCATED IN THE TOWN OF MINATARE, IN SECOND BLOCK
 MN0632'W OF MAIN THOROUGHFARE, AND IS THE MOST E OF TWO WATER TANKS.
 MN0632'
 MN0632'THE STATION IS A SILVER TANK APPROXIMATELY 120 FEET HIGH
 MN0632'WITH THE WORD MINATARE PAINTED ON SIDE.
 MN0632
 MN0632                          STATION RECOVERY (1958)
 MN0632
 MN0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0632'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0632'W.B. IN 1944.  THERE IS NO OTHER TANK AT THE WATER PLANT
 MN0632'SO IT IS POSSIBLE THAT HE WAS REFERRING TO THE WATER TANK
 MN0632'AT THE SUGAR MILL WHEN HE SAYS AND IS THE MOST EASTERLY OF
 MN0632'TWO TANKS.
 MN0632
 MN0632                          STATION RECOVERY (2004)
 MN0632
 MN0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0632'TANK FOUND GOOD. TANK IS A CONICAL SHAPED TANK WITH 4 LEGS.  ROOF OF
 MN0632'TANK IS RED WITH RED LETTERS MINATARE PAINTED ON THE SIDE OF THE TANK.
 MN0632'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0532 ***********************************************************************
 MN0532  DESIGNATION -  MINATARE SUGAR MILL TANK
 MN0532  PID         -  MN0532
 MN0532  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0532  COUNTRY     -  US
 MN0532  USGS QUAD   -  MINATARE (2017)
 MN0532
 MN0532                         *CURRENT SURVEY CONTROL
 MN0532  ______________________________________________________________________
 MN0532* NAD 83(1995) POSITION- 41 48 06.02606(N) 103 29 59.07028(W)   ADJUSTED
 MN0532  ______________________________________________________________________
 MN0532  GEOID HEIGHT    -        -19.336 (meters)                     GEOID18
 MN0532  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 MN0532  HORZ ORDER      -  THIRD
 MN0532
 MN0532.The horizontal coordinates were established by classical geodetic methods
 MN0532.and adjusted by the National Geodetic Survey in August 1997.
 MN0532
 MN0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0532.GEOID18 height accuracy estimate available here.
 MN0532
 MN0532.Click photographs - Photos may exist for this station.
 MN0532
 MN0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0532
 MN0532. The following values were computed from the NAD 83(1995) position.
 MN0532
 MN0532;                    North         East     Units Scale Factor Converg.
 MN0532;SPC NE       -   224,420.632   209,319.954   MT  0.99967189   -2 19 09.4
 MN0532;SPC NE       -   736,286.69    686,743.88   sFT  0.99967189   -2 19 09.4
 MN0532;UTM  13      - 4,628,844.464   624,634.493   MT  0.99979115   +1 00 00.5
 MN0532
 MN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2463428844(NAD 83)
 MN0532
 MN0532                          SUPERSEDED SURVEY CONTROL
 MN0532
 MN0532  NAD 83(1993)-  41 48 06.02602(N)    103 29 59.07013(W) AD(       ) 3
 MN0532  NAD 83(1986)-  41 48 06.02043(N)    103 29 59.07788(W) AD(       ) 3
 MN0532  NAD 27      -  41 48 06.13000(N)    103 29 57.29000(W) AD(       ) 3
 MN0532
 MN0532.Superseded values are not recommended for survey control.
 MN0532
 MN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0532.See file dsdata.pdf to determine how the superseded data were derived.
 MN0532
 MN0532_MARKER: 53 = ELEVATED TANK
 MN0532
 MN0532  HISTORY     - Date     Condition        Report By
 MN0532  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0532  HISTORY     - 1958     GOOD             CGS
 MN0532  HISTORY     - 20040810 GOOD             USPSQD
 MN0532
 MN0532                          STATION DESCRIPTION
 MN0532
 MN0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0532'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.  IT IS THE TALL
 MN0532'ELEVATED SILVER WATER TANK AT THE SUGAR MILL IN THE SOUTH
 MN0532'PORTION OF MINATARE.  IT IS SOUTH OF THE C.B. AND Q RAILROAD
 MN0532'AND IS WEST AND SOUTH OF THE MUNICIPAL TANK.
 MN0532
 MN0532                          STATION RECOVERY (2004)
 MN0532
 MN0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1285 ***********************************************************************
 LH1285  DESIGNATION -  MINDEN
 LH1285  PID         -  LH1285
 LH1285  STATE/COUNTY-  NE/KEARNEY
 LH1285  COUNTRY     -  US
 LH1285  USGS QUAD   -  MINDEN NORTH (2017)
 LH1285
 LH1285                         *CURRENT SURVEY CONTROL
 LH1285  ______________________________________________________________________
 LH1285* NAD 83(1995) POSITION- 40 31 42.64163(N) 098 57 03.38473(W)   ADJUSTED
 LH1285* NAVD 88 ORTHO HEIGHT -   659.    (meters)     2162.    (feet) SCALED
 LH1285  ______________________________________________________________________
 LH1285  GEOID HEIGHT    -        -24.989 (meters)                     GEOID18
 LH1285  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1285  HORZ ORDER      -  SECOND
 LH1285
 LH1285.The horizontal coordinates were established by classical geodetic methods
 LH1285.and adjusted by the National Geodetic Survey in August 1997.
 LH1285
 LH1285.The orthometric height was scaled from a topographic map.
 LH1285
 LH1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1285.GEOID18 height accuracy estimate available here.
 LH1285
 LH1285.Click photographs - Photos may exist for this station.
 LH1285
 LH1285.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1285
 LH1285. The following values were computed from the NAD 83(1995) position.
 LH1285
 LH1285;                    North         East     Units Scale Factor Converg.
 LH1285;SPC NE       -    77,724.969   588,869.082   MT  0.99980278   +0 41 42.8
 LH1285;SPC NE       -   255,002.67  1,931,981.31   sFT  0.99980278   +0 41 42.8
 LH1285;UTM  14      - 4,486,420.675   504,155.265   MT  0.99960021   +0 01 54.8
 LH1285
 LH1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1285!SPC NE       -   0.99990051  x   0.99980278  =   0.99970331
 LH1285!UTM  14      -   0.99990051  x   0.99960021  =   0.99950076
 LH1285
 LH1285:                Primary Azimuth Mark                     Grid Az
 LH1285:SPC NE       -  MINDEN MUNICIPAL STANDPIPE               176 18 27.7
 LH1285:UTM  14      -  MINDEN MUNICIPAL STANDPIPE               176 58 15.7
 LH1285
 LH1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0415586420(NAD 83)
 LH1285
 LH1285|---------------------------------------------------------------------|
 LH1285| PID    Reference Object                     Distance      Geod. Az  |
 LH1285|                                                           dddmmss.s |
 LH1285| LH1278 HARTWELL HOLY FAMILY CH CROSS       APPROX.14.3 KM 0705254.1 |
 LH1285| CO1831 MINDEN AZ MK                                       1583528.8 |
 LH1285| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 3.3 KM 1761746.4 |
 LH1285| LH1234 MINDEN MUNICIPAL STANDPIPE          APPROX. 3.5 KM 1770010.5 |
 LH1285| LH1286 MINDEN 2                              8.031 METERS 21111     |
 LH1285| CO1832 MINDEN RM 1                          19.410 METERS 26327     |
 LH1285| CO1833 MINDEN RM 2                          26.859 METERS 34325     |
 LH1285|---------------------------------------------------------------------|
 LH1285
 LH1285                          SUPERSEDED SURVEY CONTROL
 LH1285
 LH1285  NAD 83(1986)-  40 31 42.64834(N)    098 57 03.38541(W) AD(       ) 2
 LH1285  NAD 27      -  40 31 42.59600(N)    098 57 02.09100(W) AD(       ) 2
 LH1285
 LH1285.Superseded values are not recommended for survey control.
 LH1285
 LH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1285.See file dsdata.pdf to determine how the superseded data were derived.
 LH1285
 LH1285_MARKER: DS = TRIANGULATION STATION DISK
 LH1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1285
 LH1285  HISTORY     - Date     Condition        Report By
 LH1285  HISTORY     - 1951     MONUMENTED       CGS
 LH1285  HISTORY     - 1964     GOOD             CGS
 LH1285
 LH1285                          STATION DESCRIPTION
 LH1285
 LH1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1285'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF MINDEN AND AT THE
 LH1285'SOUTH EDGE OF A FARM YARD.  IT IS 56.0 FEET WEST-SOUTHWEST OF A
 LH1285'WINDMILL AND 8.5 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 LH1285'FLUSH AND STAMPED MINDEN 1951.
 LH1285'
 LH1285'REFERENCE MARK NO. 1 IS 69.0 FEET SOUTH OF THE SOUTHEAST CORNER
 LH1285'OF A FARM HOUSE, 16.0 FEET SOUTH OF THE CENTER OF A FARM YARD
 LH1285'LANE AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 LH1285'FLUSH AND STAMPED MINDEN NO 1 1951.
 LH1285'
 LH1285'REFERENCE MARK NO. 2 IS 95.5 FEET NORTHWEST OF A WINDMILL AND 10.0
 LH1285'FEET EAST OF A POWER LINE POLE.  IT IS SET FLUSH AND STAMPED
 LH1285'MINDEN NO 2 1951.
 LH1285'
 LH1285'THE AZIMUTH MARK IS 42.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS
 LH1285'6 AND 34, 1.0 FOOT EAST OF POWER LINE POLE NO. Z 416 AND 1.0 FOOT
 LH1285'WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 LH1285'MINDEN 1951.
 LH1285'
 LH1285'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LH1285'HIGHWAY 10 FOR 1.7 MILES TO THE JUNCTION OF U.S. HIGHWAYS 6 AND
 LH1285'34.  TURN LEFT, EAST, ON U.S. HIGHWAYS 6 AND 34 FOR 0.65 MILE TO
 LH1285'POWER LINE POLE NO. Z 416 AND THE AZIMUTH MARK ON THE LEFT AS
 LH1285'DESCRIBED.
 LH1285'
 LH1285'TO REACH THE STATION FROM THE DEPOT JUST SOUTH OF U.S. HIGHWAYS 6
 LH1285'AND 34 IN MINDEN, GO WEST ON U.S. HIGHWAYS 6 AND 34 FOR 0.15
 LH1285'MILE TO THE JUNCTION OF STATE HIGHWAY 10.  TURN RIGHT, NORTH, ON
 LH1285'STATE HIGHWAY 10 FOR 1.7 MILES TO A FARM YARD LANE AND THE STATION
 LH1285'ON THE RIGHT AS DESCRIBED.
 LH1285'
 LH1285'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1285
 LH1285                          STATION RECOVERY (1964)
 LH1285
 LH1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1285'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1285'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LH1285'OBSTRUCTED, SO IT WAS DESTROYED.  THE OWNER, MR. EUGENE MADSEN,
 LH1285'ON WHOSE PROPERTY THIS STATION IS LOCATED, REQUESTED THAT THE
 LH1285'STATION BE MOVED.  THE UNDERGROUND MARK FOR THIS STATION WAS LEFT
 LH1285'IN PLACE, BUT THE SURFACE MARK WAS DESTROYED.  THE UNDERGROUND
 LH1285'STATION MARK IS 34.5 FEET NORTH OF THE NORTHWEST CORNER OF
 LH1285'GRAIN SHED, AND 2 FEET EAST OF THE TANGENT OF THE WEST SIDE OF
 LH1285'GRAIN SHED EXTENDED NORTH.  MR. MADSEN PLANS TO EXTEND THIS
 LH1285'GRAIN SHED NORTH WHICH WOULD COVER THE MARK.  FOR DETAILS, SEE
 LH1285'THE DESCRIPTION FOR MINDEN 2 1964.
 LH1285'
 LH1285'AZIMUTH MARK OR OBJECTS IN MINDEN WERE OBSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1286 ***********************************************************************
 LH1286  DESIGNATION -  MINDEN 2
 LH1286  PID         -  LH1286
 LH1286  STATE/COUNTY-  NE/KEARNEY
 LH1286  COUNTRY     -  US
 LH1286  USGS QUAD   -  MINDEN NORTH (2017)
 LH1286
 LH1286                         *CURRENT SURVEY CONTROL
 LH1286  ______________________________________________________________________
 LH1286* NAD 83(1995) POSITION- 40 31 42.41890(N) 098 57 03.56143(W)   NO CHECK
 LH1286* NAVD 88 ORTHO HEIGHT -   659.    (meters)     2162.    (feet) SCALED
 LH1286  ______________________________________________________________________
 LH1286  GEOID HEIGHT    -        -24.989 (meters)                     GEOID18
 LH1286  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1286  HORZ ORDER      -  THIRD
 LH1286
 LH1286.The horizontal coordinates were established by classical geodetic methods
 LH1286.and adjusted by the National Geodetic Survey in August 1997.
 LH1286
 LH1286.No horizontal observational check was made to the station.
 LH1286
 LH1286.The orthometric height was scaled from a topographic map.
 LH1286
 LH1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1286.GEOID18 height accuracy estimate available here.
 LH1286
 LH1286.Click photographs - Photos may exist for this station.
 LH1286
 LH1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1286
 LH1286. The following values were computed from the NAD 83(1995) position.
 LH1286
 LH1286;                    North         East     Units Scale Factor Converg.
 LH1286;SPC NE       -    77,718.050   588,865.008   MT  0.99980279   +0 41 42.6
 LH1286;SPC NE       -   254,979.97  1,931,967.95   sFT  0.99980279   +0 41 42.6
 LH1286;UTM  14      - 4,486,413.805   504,151.112   MT  0.99960021   +0 01 54.7
 LH1286
 LH1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1286!SPC NE       -   0.99990051  x   0.99980279  =   0.99970332
 LH1286!UTM  14      -   0.99990051  x   0.99960021  =   0.99950076
 LH1286
 LH1286:                Primary Azimuth Mark                     Grid Az
 LH1286:SPC NE       -  MINDEN MUNICIPAL TANK                    171 42 35.7
 LH1286:UTM  14      -  MINDEN MUNICIPAL TANK                    172 22 23.6
 LH1286
 LH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0415186413(NAD 83)
 LH1286
 LH1286|---------------------------------------------------------------------|
 LH1286| PID    Reference Object                     Distance      Geod. Az  |
 LH1286|                                                           dddmmss.s |
 LH1286| LH1285 MINDEN                                8.031 METERS 03111     |
 LH1286| LH1283 MINDEN MUNICIPAL TANK               APPROX. 2.9 KM 1722418.3 |
 LH1286| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 3.3 KM 1761257.5 |
 LH1286| CO1832 MINDEN RM 1                          15.822 METERS 28707     |
 LH1286| CO1833 MINDEN RM 2                          32.796 METERS 35352     |
 LH1286|---------------------------------------------------------------------|
 LH1286
 LH1286                          SUPERSEDED SURVEY CONTROL
 LH1286
 LH1286  NAD 83(1986)-  40 31 42.42561(N)    098 57 03.56211(W) AD(       ) 3
 LH1286  NAD 27      -  40 31 42.37300(N)    098 57 02.26800(W) AD(       ) 3
 LH1286
 LH1286.Superseded values are not recommended for survey control.
 LH1286
 LH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1286.See file dsdata.pdf to determine how the superseded data were derived.
 LH1286
 LH1286_MARKER: DS = TRIANGULATION STATION DISK
 LH1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1286+STABILITY: SURFACE MOTION
 LH1286
 LH1286  HISTORY     - Date     Condition        Report By
 LH1286  HISTORY     - 1964     MONUMENTED       CGS
 LH1286
 LH1286                          STATION DESCRIPTION
 LH1286
 LH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1286'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF MINDEN AT
 LH1286'THE SOUTH EDGE OF MR. EUGENE MADSENS FARMYARD, 257 FEET EAST OF
 LH1286'THE CENTERLINE OF STATE HIGHWAY 10, 108 FEET SOUTHEAST OF THE
 LH1286'SOUTHEAST CORNER OF MR. MADSENS HOUSE, 80 FEET SOUTHWEST
 LH1286'OF THE CENTER OF WINDMILL, 23 FEET SOUTHEAST OF THE NORTHEAST
 LH1286'CORNER OF BOARD FENCE, 28 FEET SOUTH OF THE CENTER OF DRIVEWAY,
 LH1286'16.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PRESENT
 LH1286'GRAIN SHED (THIS STEEL QUONSET SHED TO BE EXTENDED NORTH), AND
 LH1286'1 FOOT NORTHEAST OF BOARD FENCE AND A NEW STEEL WITNESS POST.
 LH1286'THE MARK IS ABOUT 6 INCHES BELOW THE GROUND SURFACE AND THE
 LH1286'DISK IS STAMPED MINDEN 2 1964.
 LH1286'
 LH1286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 34
 LH1286'AND STATE HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10
 LH1286'FOR 1.7 MILES TO A FARM DRIVEWAY ON THE RIGHT AND THE STATION IN
 LH1286'THE FARMYARD AS DESCRIBED.
 LH1286'
 LH1286'REFERENCE MARK NO. 1 IS 207 FEET EAST OF THE CENTERLINE OF STATE
 LH1286'HIGHWAY 10, 32 FEET WEST OF A WOOD FENCE CORNER, 124 FEET EAST
 LH1286'OF A FENCE CORNER AND POWER POLE, AND 1 FOOT NORTH OF A BOARD
 LH1286'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LH1286'DISK IS STAMPED MINDEN NO 1 1951.
 LH1286'
 LH1286'REFERENCE MARK NO. 2 IS 95 FEET NORTHWEST OF THE CENTER OF
 LH1286'WINDMILL, AND 2 FEET EAST OF A NORTH-SOUTH ROW OF BUSHES.  THE
 LH1286'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LH1286'STAMPED MINDEN NO 2 1951.
 LH1286'
 LH1286'AZIMUTH MARK WAS DESTROYED BECAUSE IT WAS OBSTRUCTED AT THE OLD
 LH1286'STATION SITE AND THE NEW STATION.  A NEW AZIMUTH MARK WAS NOT
 LH1286'ESTABLISHED AT THIS TIME BECAUSE OF CORN-FIELDS.  THE NATURAL
 LH1286'OBJECTS LISTED ABOVE MAY BE USED AS AZIMUTHS.
 LH1286'
 LH1286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1284 ***********************************************************************
 LH1284  DESIGNATION -  MINDEN CATHOLIC CHURCH SPIRE
 LH1284  PID         -  LH1284
 LH1284  STATE/COUNTY-  NE/KEARNEY
 LH1284  COUNTRY     -  US
 LH1284  USGS QUAD   -  MINDEN NORTH (2017)
 LH1284
 LH1284                         *CURRENT SURVEY CONTROL
 LH1284  ______________________________________________________________________
 LH1284* NAD 83(1995) POSITION- 40 30 01.92932(N) 098 56 31.24425(W)   ADJUSTED
 LH1284  ______________________________________________________________________
 LH1284  GEOID HEIGHT    -        -25.072 (meters)                     GEOID18
 LH1284  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1284  HORZ ORDER      -  THIRD
 LH1284
 LH1284.The horizontal coordinates were established by classical geodetic methods
 LH1284.and adjusted by the National Geodetic Survey in August 1997.
 LH1284
 LH1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1284.GEOID18 height accuracy estimate available here.
 LH1284
 LH1284.Click photographs - Photos may exist for this station.
 LH1284
 LH1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1284
 LH1284. The following values were computed from the NAD 83(1995) position.
 LH1284
 LH1284;                    North         East     Units Scale Factor Converg.
 LH1284;SPC NE       -    74,628.475   589,663.362   MT  0.99981113   +0 42 04.1
 LH1284;SPC NE       -   244,843.59  1,934,587.21   sFT  0.99981113   +0 42 04.1
 LH1284;UTM  14      - 4,483,315.834   504,913.483   MT  0.99960030   +0 02 15.6
 LH1284
 LH1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0491383315(NAD 83)
 LH1284
 LH1284                          SUPERSEDED SURVEY CONTROL
 LH1284
 LH1284  NAD 83(1986)-  40 30 01.93583(N)    098 56 31.24487(W) AD(       ) 3
 LH1284  NAD 27      -  40 30 01.88400(N)    098 56 29.95500(W) AD(       ) 3
 LH1284
 LH1284.Superseded values are not recommended for survey control.
 LH1284
 LH1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1284.See file dsdata.pdf to determine how the superseded data were derived.
 LH1284
 LH1284_MARKER: 90 = CHURCH SPIRE
 LH1284
 LH1284  HISTORY     - Date     Condition        Report By
 LH1284  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1284  HISTORY     - 1935     GOOD             CGS
 LH1284
 LH1284                          STATION DESCRIPTION
 LH1284
 LH1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1284'THE CHURCH AND SPIRE ARE AS THEY WERE IN 1898.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1237 ***********************************************************************
 LH1237  DESIGNATION -  MINDEN KEARNEY CO CTHSE FLAG
 LH1237  PID         -  LH1237
 LH1237  STATE/COUNTY-  NE/KEARNEY
 LH1237  COUNTRY     -  US
 LH1237  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1237
 LH1237                         *CURRENT SURVEY CONTROL
 LH1237  ______________________________________________________________________
 LH1237* NAD 83(1995) POSITION- 40 29 56.26966(N) 098 56 54.36459(W)   ADJUSTED
 LH1237  ______________________________________________________________________
 LH1237  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 LH1237  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 LH1237  HORZ ORDER      -  THIRD
 LH1237
 LH1237.The horizontal coordinates were established by classical geodetic methods
 LH1237.and adjusted by the National Geodetic Survey in August 1997.
 LH1237
 LH1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1237.GEOID18 height accuracy estimate available here.
 LH1237
 LH1237.Click photographs - Photos may exist for this station.
 LH1237
 LH1237.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1237
 LH1237. The following values were computed from the NAD 83(1995) position.
 LH1237
 LH1237;                    North         East     Units Scale Factor Converg.
 LH1237;SPC NE       -    74,447.305   589,121.227   MT  0.99981160   +0 41 48.7
 LH1237;SPC NE       -   244,249.20  1,932,808.56   sFT  0.99981160   +0 41 48.7
 LH1237;UTM  14      - 4,483,140.990   504,369.402   MT  0.99960023   +0 02 00.6
 LH1237
 LH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0436983140(NAD 83)
 LH1237
 LH1237                          SUPERSEDED SURVEY CONTROL
 LH1237
 LH1237  NAD 83(1986)-  40 29 56.27696(N)    098 56 54.36487(W) AD(       ) 3
 LH1237  NAD 27      -  40 29 56.22400(N)    098 56 53.07100(W) AD(       ) 3
 LH1237
 LH1237.Superseded values are not recommended for survey control.
 LH1237
 LH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1237.See file dsdata.pdf to determine how the superseded data were derived.
 LH1237
 LH1237_MARKER: 83 = FLAGSTAFF
 LH1237_MARK LOGO: CGS
 LH1237
 LH1237  HISTORY     - Date     Condition        Report By
 LH1237  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1237  HISTORY     - 1951     GOOD             CGS
 LH1237  HISTORY     - 19830503 GOOD             NGS
 LH1237
 LH1237                          STATION DESCRIPTION
 LH1237
 LH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1237'THE STATION IS LOCATED NEAR THE CENTER OF MINDEN AND THE DOME
 LH1237'IS ON TOP AND IN THE CENTER OF THE COURTHOUSE.  THE DOME IS
 LH1237'SILVER IN COLOR AND HAS A FLAGSTAFF IN THE EXACT CENTER.  IT HAS
 LH1237'AN OVERALL HEIGHT OF ABOUT 100 FEET.
 LH1237'
 LH1237'THE APEX OF THE DOME AND THE FLAGSTAFF WAS OBSERVED.
 LH1237
 LH1237                          STATION RECOVERY (1951)
 LH1237
 LH1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1237'RECOVERED IN GOOD CONDITION.
 LH1237
 LH1237                          STATION RECOVERY (1983)
 LH1237
 LH1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1234 ***********************************************************************
 LH1234  DESIGNATION -  MINDEN MUNICIPAL STANDPIPE
 LH1234  PID         -  LH1234
 LH1234  STATE/COUNTY-  NE/KEARNEY
 LH1234  COUNTRY     -  US
 LH1234  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1234
 LH1234                         *CURRENT SURVEY CONTROL
 LH1234  ______________________________________________________________________
 LH1234* NAD 83(1995) POSITION- 40 29 50.26178(N) 098 56 55.67732(W)   ADJUSTED
 LH1234  ______________________________________________________________________
 LH1234  GEOID HEIGHT    -        -25.077 (meters)                     GEOID18
 LH1234  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1234  HORZ ORDER      -  THIRD
 LH1234
 LH1234.The horizontal coordinates were established by classical geodetic methods
 LH1234.and adjusted by the National Geodetic Survey in August 1997.
 LH1234
 LH1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1234.GEOID18 height accuracy estimate available here.
 LH1234
 LH1234.Click photographs - Photos may exist for this station.
 LH1234
 LH1234.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1234
 LH1234. The following values were computed from the NAD 83(1995) position.
 LH1234
 LH1234;                    North         East     Units Scale Factor Converg.
 LH1234;SPC NE       -    74,261.661   589,092.577   MT  0.99981211   +0 41 47.9
 LH1234;SPC NE       -   243,640.13  1,932,714.56   sFT  0.99981211   +0 41 47.9
 LH1234;UTM  14      - 4,482,955.729   504,338.611   MT  0.99960023   +0 01 59.7
 LH1234
 LH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0433882955(NAD 83)
 LH1234
 LH1234                          SUPERSEDED SURVEY CONTROL
 LH1234
 LH1234  NAD 83(1986)-  40 29 50.26816(N)    098 56 55.67776(W) AD(       ) 3
 LH1234  NAD 27      -  40 29 50.21500(N)    098 56 54.37800(W) AD(       ) 3
 LH1234  USSD        -  40 29 50.26100(N)    098 56 54.40400(W) AD(       ) 3
 LH1234
 LH1234.Superseded values are not recommended for survey control.
 LH1234
 LH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1234.See file dsdata.pdf to determine how the superseded data were derived.
 LH1234
 LH1234_MARKER: 52 = STANDPIPE TANK
 LH1234
 LH1234  HISTORY     - Date     Condition        Report By
 LH1234  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1234  HISTORY     - 1935     GOOD             CGS
 LH1234  HISTORY     - 1951     GOOD             CGS
 LH1234
 LH1234                          STATION DESCRIPTION
 LH1234
 LH1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1234'THE PRESENT STANDPIPE IS THE SAME ONE WHICH WAS STANDING IN
 LH1234'1898.
 LH1234
 LH1234                          STATION RECOVERY (1951)
 LH1234
 LH1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1234'THE STATION IS LOCATED NEAR THE CENTER OF MINDEN, 150 FEET
 LH1234'SOUTH OF THE CENTER OF 3RD. STREET AND 75 FEET EAST OF THE CENTER
 LH1234'OF COLORADO AVENUE.  IT IS A CYLINDRIAL STEEL STRUCTURE SET ON
 LH1234'AN 8 SIDED CONCRETE BASE AND HAS AN OVERALL HEIGHT OF ABOUT
 LH1234'110 FEET.  THERE IS A SMALL STEEL PICKET FENCE ENCIRCLING
 LH1234'THE TOP OF THE TANK.  THE TANK IS SILVER IN COLOR AND HAS THE
 LH1234'BLACK LETTERING MINDEN ON THE NORTH SIDE.
 LH1234'
 LH1234'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1283 ***********************************************************************
 LH1283  DESIGNATION -  MINDEN MUNICIPAL TANK
 LH1283  PID         -  LH1283
 LH1283  STATE/COUNTY-  NE/KEARNEY
 LH1283  COUNTRY     -  US
 LH1283  USGS QUAD   -  MINDEN NORTH (2017)
 LH1283
 LH1283                         *CURRENT SURVEY CONTROL
 LH1283  ______________________________________________________________________
 LH1283* NAD 83(1995) POSITION- 40 30 09.91713(N) 098 56 47.40344(W)   NO CHECK
 LH1283  ______________________________________________________________________
 LH1283  GEOID HEIGHT    -        -25.063 (meters)                     GEOID18
 LH1283  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 LH1283  HORZ ORDER      -  THIRD
 LH1283
 LH1283.The horizontal coordinates were established by classical geodetic methods
 LH1283.and adjusted by the National Geodetic Survey in August 1997.
 LH1283
 LH1283.No horizontal observational check was made to the station.
 LH1283
 LH1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1283.GEOID18 height accuracy estimate available here.
 LH1283
 LH1283.Click photographs - Photos may exist for this station.
 LH1283
 LH1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1283
 LH1283. The following values were computed from the NAD 83(1995) position.
 LH1283
 LH1283;                    North         East     Units Scale Factor Converg.
 LH1283;SPC NE       -    74,870.154   589,279.969   MT  0.99981046   +0 41 53.3
 LH1283;SPC NE       -   245,636.50  1,933,329.36   sFT  0.99981046   +0 41 53.3
 LH1283;UTM  14      - 4,483,561.884   504,532.995   MT  0.99960025   +0 02 05.1
 LH1283
 LH1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0453283561(NAD 83)
 LH1283
 LH1283                          SUPERSEDED SURVEY CONTROL
 LH1283
 LH1283  NAD 83(1986)-  40 30 09.91959(N)    098 56 47.40148(W) AD(       ) 3
 LH1283  NAD 27      -  40 30 09.87000(N)    098 56 46.11000(W) AD(       ) 3
 LH1283
 LH1283.Superseded values are not recommended for survey control.
 LH1283
 LH1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1283.See file dsdata.pdf to determine how the superseded data were derived.
 LH1283
 LH1283_MARKER: 53 = ELEVATED TANK
 LH1283_MARK LOGO: CGS
 LH1283
 LH1283  HISTORY     - Date     Condition        Report By
 LH1283  HISTORY     - 1964     FIRST OBSERVED   CGS
 LH1283  HISTORY     - 1964     GOOD             CGS
 LH1283  HISTORY     - 19830503 GOOD             NGS
 LH1283
 LH1283                          STATION DESCRIPTION
 LH1283
 LH1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1283'THIS TANK IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 LH1283'OF KEARNEY AVENUE AND NINTH STREET IN THE NORTHEAST PART OF
 LH1283'THE TOWN OF MINDEN ABOUT 100 FEET SOUTH OF THE WATER AND LIGHT
 LH1283'PLANT BUILDING.
 LH1283'
 LH1283'THE TANK IS 125 FEET HIGH, 6-LEGGED, PAINTED SILVER WITH THE
 LH1283'NAME MINDEN PAINTED IN BLACK LETTERS ON THE TANK.
 LH1283'
 LH1283'THE POINT INTERSECTED WAS RED LITE AT THE APEX OF THE TANK.
 LH1283'
 LH1283'THIS STATION WAS INTERSECTED FROM TRIANGULATION STATIONS LARS
 LH1283'1898, KOLLER 1951, AND MINDEN 2 1964, SO A POSITION COULD BE
 LH1283'COMPUTED FOR THIS NEW TANK.
 LH1283
 LH1283                          STATION RECOVERY (1964)
 LH1283
 LH1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH1283'RECOVERED IN GOOD CONDITION.
 LH1283
 LH1283                          STATION RECOVERY (1983)
 LH1283
 LH1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1233 ***********************************************************************
 LH1233  DESIGNATION -  MINDEN PRESBYTERIAN CH SPIRE
 LH1233  PID         -  LH1233
 LH1233  STATE/COUNTY-  NE/KEARNEY
 LH1233  COUNTRY     -  US
 LH1233  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1233
 LH1233                         *CURRENT SURVEY CONTROL
 LH1233  ______________________________________________________________________
 LH1233* NAD 83(1995) POSITION- 40 29 45.24102(N) 098 56 57.54181(W)   ADJUSTED
 LH1233  ______________________________________________________________________
 LH1233  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 LH1233  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1233  HORZ ORDER      -  THIRD
 LH1233
 LH1233.The horizontal coordinates were established by classical geodetic methods
 LH1233.and adjusted by the National Geodetic Survey in August 1997.
 LH1233
 LH1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1233.GEOID18 height accuracy estimate available here.
 LH1233
 LH1233.Click photographs - Photos may exist for this station.
 LH1233
 LH1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1233
 LH1233. The following values were computed from the NAD 83(1995) position.
 LH1233
 LH1233;                    North         East     Units Scale Factor Converg.
 LH1233;SPC NE       -    74,106.299   589,050.566   MT  0.99981253   +0 41 46.6
 LH1233;SPC NE       -   243,130.42  1,932,576.73   sFT  0.99981253   +0 41 46.6
 LH1233;UTM  14      - 4,482,800.898   504,294.813   MT  0.99960023   +0 01 58.5
 LH1233
 LH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0429482800(NAD 83)
 LH1233
 LH1233                          SUPERSEDED SURVEY CONTROL
 LH1233
 LH1233  NAD 83(1986)-  40 29 45.24751(N)    098 56 57.54252(W) AD(       ) 3
 LH1233  NAD 27      -  40 29 45.20100(N)    098 56 56.25500(W) AD(       ) 3
 LH1233  USSD        -  40 29 45.24200(N)    098 56 56.26000(W) AD(       ) 3
 LH1233
 LH1233.Superseded values are not recommended for survey control.
 LH1233
 LH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1233.See file dsdata.pdf to determine how the superseded data were derived.
 LH1233
 LH1233_MARKER: 90 = CHURCH SPIRE
 LH1233
 LH1233  HISTORY     - Date     Condition        Report By
 LH1233  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1233  HISTORY     - 1935     GOOD             CGS
 LH1233
 LH1233                          STATION DESCRIPTION
 LH1233
 LH1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1233'THE EXISTING PRESBYTERIAN CHURCH WAS ERECTED SUBSEQUENT TO 1898.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1236 ***********************************************************************
 LH1236  DESIGNATION -  MINDEN SCHOOLHOUSE CUPOLA
 LH1236  PID         -  LH1236
 LH1236  STATE/COUNTY-  NE/KEARNEY
 LH1236  COUNTRY     -  US
 LH1236  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1236
 LH1236                         *CURRENT SURVEY CONTROL
 LH1236  ______________________________________________________________________
 LH1236* NAD 83(1995) POSITION- 40 29 46.32535(N) 098 56 55.14654(W)   ADJUSTED
 LH1236  ______________________________________________________________________
 LH1236  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 LH1236  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1236  HORZ ORDER      -  THIRD
 LH1236
 LH1236.The horizontal coordinates were established by classical geodetic methods
 LH1236.and adjusted by the National Geodetic Survey in August 1997.
 LH1236
 LH1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1236.GEOID18 height accuracy estimate available here.
 LH1236
 LH1236.Click photographs - Photos may exist for this station.
 LH1236
 LH1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1236
 LH1236. The following values were computed from the NAD 83(1995) position.
 LH1236
 LH1236;                    North         East     Units Scale Factor Converg.
 LH1236;SPC NE       -    74,140.423   589,106.548   MT  0.99981244   +0 41 48.2
 LH1236;SPC NE       -   243,242.37  1,932,760.40   sFT  0.99981244   +0 41 48.2
 LH1236;UTM  14      - 4,482,834.364   504,351.175   MT  0.99960023   +0 02 00.0
 LH1236
 LH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0435182834(NAD 83)
 LH1236
 LH1236                          SUPERSEDED SURVEY CONTROL
 LH1236
 LH1236  NAD 83(1986)-  40 29 46.33175(N)    098 56 55.14719(W) AD(       ) 3
 LH1236  NAD 27      -  40 29 46.28000(N)    098 56 53.85600(W) AD(       ) 3
 LH1236  USSD        -  40 29 46.32000(N)    098 56 53.86200(W) AD(       ) 3
 LH1236
 LH1236.Superseded values are not recommended for survey control.
 LH1236
 LH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1236.See file dsdata.pdf to determine how the superseded data were derived.
 LH1236
 LH1236_MARKER: 86 = CUPOLA
 LH1236
 LH1236  HISTORY     - Date     Condition        Report By
 LH1236  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1236  HISTORY     - 1935     GOOD             CGS
 LH1236
 LH1236                          STATION DESCRIPTION
 LH1236
 LH1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1236'THIS SCHOOL BUILDING WAS REMOVED A FEW YEARS AGO AND A NEW
 LH1236'BUILDING ERECTED AT THE SAME SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1235 ***********************************************************************
 LH1235  DESIGNATION -  MINDEN WEST SCHOOLHOUSE CUPOLA
 LH1235  PID         -  LH1235
 LH1235  STATE/COUNTY-  NE/KEARNEY
 LH1235  COUNTRY     -  US
 LH1235  USGS QUAD   -  MINDEN SOUTH (2017)
 LH1235
 LH1235                         *CURRENT SURVEY CONTROL
 LH1235  ______________________________________________________________________
 LH1235* NAD 83(1995) POSITION- 40 29 52.64584(N) 098 57 19.97301(W)   ADJUSTED
 LH1235  ______________________________________________________________________
 LH1235  GEOID HEIGHT    -        -25.071 (meters)                     GEOID18
 LH1235  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LH1235  HORZ ORDER      -  THIRD
 LH1235
 LH1235.The horizontal coordinates were established by classical geodetic methods
 LH1235.and adjusted by the National Geodetic Survey in August 1997.
 LH1235
 LH1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1235.GEOID18 height accuracy estimate available here.
 LH1235
 LH1235.Click photographs - Photos may exist for this station.
 LH1235
 LH1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1235
 LH1235. The following values were computed from the NAD 83(1995) position.
 LH1235
 LH1235;                    North         East     Units Scale Factor Converg.
 LH1235;SPC NE       -    74,328.247   588,519.734   MT  0.99981191   +0 41 31.8
 LH1235;SPC NE       -   243,858.59  1,930,835.16   sFT  0.99981191   +0 41 31.8
 LH1235;UTM  14      - 4,483,028.928   503,766.699   MT  0.99960017   +0 01 43.9
 LH1235
 LH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0376683028(NAD 83)
 LH1235
 LH1235                          SUPERSEDED SURVEY CONTROL
 LH1235
 LH1235  NAD 83(1986)-  40 29 52.65212(N)    098 57 19.97364(W) AD(       ) 3
 LH1235  NAD 27      -  40 29 52.60000(N)    098 57 18.68000(W) AD(       ) 3
 LH1235  USSD        -  40 29 52.64000(N)    098 57 18.69000(W) AD(       ) 3
 LH1235
 LH1235.Superseded values are not recommended for survey control.
 LH1235
 LH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1235.See file dsdata.pdf to determine how the superseded data were derived.
 LH1235
 LH1235_MARKER: 86 = CUPOLA
 LH1235
 LH1235  HISTORY     - Date     Condition        Report By
 LH1235  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1235  HISTORY     - 1935     GOOD             CGS
 LH1235
 LH1235                          STATION DESCRIPTION
 LH1235
 LH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1235'ALTHOUGH AN ADDITION WAS BUILT ON THE WEST SIDE, THE ORIGINAL
 LH1235'STRUCTURE SUPPORTING THE CUPOLA HAS REMAINED UNCHANGED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1487 ***********************************************************************
 NM1487  DESIGNATION -  MISCHKE
 NM1487  PID         -  NM1487
 NM1487  STATE/COUNTY-  NE/KNOX
 NM1487  COUNTRY     -  US
 NM1487  USGS QUAD   -  TABOR SE (2017)
 NM1487
 NM1487                         *CURRENT SURVEY CONTROL
 NM1487  ______________________________________________________________________
 NM1487* NAD 83(1995) POSITION- 42 50 36.14151(N) 097 31 45.73279(W)   ADJUSTED
 NM1487* NAVD 88 ORTHO HEIGHT -   360.494 (meters)     1182.72  (feet) ADJUSTED
 NM1487  ______________________________________________________________________
 NM1487  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 NM1487  LAPLACE CORR    -          2.17  (seconds)                    DEFLEC18
 NM1487  DYNAMIC HEIGHT  -        360.384 (meters)     1182.36  (feet) COMP
 NM1487  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NM1487
 NM1487  HORZ ORDER      -  THIRD
 NM1487  VERT ORDER      -  FIRST     CLASS II
 NM1487
 NM1487.The horizontal coordinates were established by classical geodetic methods
 NM1487.and adjusted by the National Geodetic Survey in August 1997.
 NM1487
 NM1487.The orthometric height was determined by differential leveling and
 NM1487.adjusted by the NATIONAL GEODETIC SURVEY
 NM1487.in June 1991.
 NM1487
 NM1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1487.GEOID18 height accuracy estimate available here.
 NM1487
 NM1487.Click photographs - Photos may exist for this station.
 NM1487
 NM1487.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1487
 NM1487.The dynamic height is computed by dividing the NAVD 88
 NM1487.geopotential number by the normal gravity value computed on the
 NM1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1487.degrees latitude (g = 980.6199 gals.).
 NM1487
 NM1487.The modeled gravity was interpolated from observed gravity values.
 NM1487
 NM1487. The following values were computed from the NAD 83(1995) position.
 NM1487
 NM1487;                    North         East     Units Scale Factor Converg.
 NM1487;SPC NE       -   337,107.244   701,927.260   MT  0.99993193   +1 38 14.2
 NM1487;SPC NE       - 1,105,992.68  2,302,906.35   sFT  0.99993193   +1 38 14.2
 NM1487;SPC SD S     -    60,530.400   829,173.671   MT  0.99999764   +1 56 03.6
 NM1487;SPC SD S     -   198,590.15  2,720,380.62   sFT  0.99999764   +1 56 03.6
 NM1487;UTM  14      - 4,744,470.691   620,173.644   MT  0.99977767   +1 00 00.5
 NM1487
 NM1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1487!SPC NE       -   0.99994749  x   0.99993193  =   0.99987942
 NM1487!SPC SD S     -   0.99994749  x   0.99999764  =   0.99994513
 NM1487!UTM  14      -   0.99994749  x   0.99977767  =   0.99972517
 NM1487
 NM1487:                Primary Azimuth Mark                     Grid Az
 NM1487:SPC NE       -  MISCHKE AZ MK                            182 25 29.8
 NM1487:SPC SD S     -  MISCHKE AZ MK                            182 07 40.4
 NM1487:UTM  14      -  MISCHKE AZ MK                            183 03 43.5
 NM1487
 NM1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2017344470(NAD 83)
 NM1487
 NM1487|---------------------------------------------------------------------|
 NM1487| PID    Reference Object                     Distance      Geod. Az  |
 NM1487|                                                           dddmmss.s |
 NM1487| NM1488 MISCHKE AZ MK                                      1840344.0 |
 NM1487| NM1486 MISCHKE RM 1                         19.654 METERS 26900     |
 NM1487| NM1485 MISCHKE RM 2                         19.477 METERS 35522     |
 NM1487|---------------------------------------------------------------------|
 NM1487
 NM1487                          SUPERSEDED SURVEY CONTROL
 NM1487
 NM1487  NAD 83(1986)-  42 50 36.15038(N)    097 31 45.72595(W) AD(       ) 3
 NM1487  NAD 27      -  42 50 36.15500(N)    097 31 44.49500(W) AD(       ) 3
 NM1487  NGVD 29 (??/??/92)  360.284  (m)         1182.03   (f) ADJ UNCH    1 2
 NM1487  NGVD 29             360.28   (m)         1182.0    (f) LEVELING    3  
 NM1487
 NM1487.Superseded values are not recommended for survey control.
 NM1487
 NM1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1487.See file dsdata.pdf to determine how the superseded data were derived.
 NM1487
 NM1487_MARKER: DS = TRIANGULATION STATION DISK
 NM1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1487_STAMPING: MISCHKE 1948
 NM1487_MARK LOGO: CGS
 NM1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1487+STABILITY: SURFACE MOTION
 NM1487
 NM1487  HISTORY     - Date     Condition        Report By
 NM1487  HISTORY     - 1948     MONUMENTED       CGS
 NM1487  HISTORY     - 1949     GOOD             CGS
 NM1487  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 NM1487  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1487
 NM1487                          STATION DESCRIPTION
 NM1487
 NM1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1487'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF YANKTON
 NM1487'ALONG ROAD RIGHT OF WAY.  STATION IS ABOUT 0.1 MILE SOUTH
 NM1487'OF A T INTERSECTION, 33 FEET EAST OF THE APPROXIMATE CENTERLINE
 NM1487'OF DIRT ROAD AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT
 NM1487'5 INCHES AND THE DISK IS STAMPED MISCHKE 1948.
 NM1487'
 NM1487'REFERENCE MARK NO. 1 IS 64.48 FEET WEST OF STATION, 32 FEET
 NM1487'WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT EAST
 NM1487'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1487'IS STAMPED MISCHKE NO 1 1948.
 NM1487'
 NM1487'REFERENCE MARK NO. 2 IS 63.90 FEET NORTH OF STATION, 26 FEET
 NM1487'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 8 FEET WEST
 NM1487'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1487'IS STAMPED MISCHKE NO 2 1948.
 NM1487'
 NM1487'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF STATION,
 NM1487'33 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1
 NM1487'FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NM1487'THE DISK IS STAMPED MISCHKE 1948.
 NM1487'
 NM1487'TO REACH FROM THE SOUTH END OF THE TOLL BRIDGE SOUTH OF
 NM1487'YANKTON GO SOUTH AND WEST ON U.S. HIGHWAY 81 FOR 7.1 MILES
 NM1487'TO POINT WHERE HIGHWAY TURNS LEFT.  CONTINUE STRAIGHT AHEAD
 NM1487'FOR 1.1 MILES TO A T INTERSECTION.  TURN RIGHT AND FOLLOW
 NM1487'MAIN ROAD FOR 1.0 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE
 NM1487'OF ROAD AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 NM1487'TO STATION ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NM1487'
 NM1487'A 4 FOOT SIGNAL AT STATION STANAGE IS VISIBLE AT 15 FEET.
 NM1487'
 NM1487'A 4 FOOT SIGNAL AT STATION RIVER IS VISIBLE AT 15 FEET.
 NM1487'
 NM1487'A 4 FOOT SIGNAL AT STATION MILEY IS VISIBLE FROM THE GROUND.
 NM1487'
 NM1487'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NM1487
 NM1487                          STATION RECOVERY (1949)
 NM1487
 NM1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1487'9.1 MI SW FROM YANKTON.
 NM1487'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1487'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1487'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES
 NM1487'WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT
 NM1487'ROAD, 170 YARDS (PACED) SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NM1487'DIRT ROAD, 32 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 NM1487'DIRT ROAD, 1.7 FEET WEST OF A FENCE LINE, 1.4 FEET SOUTH OF A
 NM1487'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1487'0.3 FOOT ABOVE THE GROUND.
 NM1487
 NM1487                          STATION RECOVERY (1971)
 NM1487
 NM1487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AFP)
 NM1487'RECOVERED BY GOLLEHON SCHEMMER AND ASSOCIATES INC.
 NM1487'
 NM1487'DESTROYED
 NM1487'
 NM1487'MARK DESIGNATED MISCHKE APPEARS TO BE IN LEWIS AND CLARK
 NM1487'LAKE.  ALTHOUGH THE DESCRIPTION GIVEN TO FIND MISCHKE FROM
 NM1487'SOUTH END OF BRIDGE TO YANKTON SOUTH DAKOTA IS OF NO VALUE
 NM1487'DUE TO CHANGES IN ROADS IN THE AREA, AN ATTEMPT WAS MADE
 NM1487'TO RECONSTRUCT THE ORIGINAL SURVEY.  THE MOST LOGICAL
 NM1487'RECONSTRUCTION LED TO THE EDGE OF LEWIS AND CLARK LAKE AND I ASSUME
 NM1487'MARK TO BE UNDERWATER.
 NM1487
 NM1487                          STATION RECOVERY (1981)
 NM1487
 NM1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1488 ***********************************************************************
 NM1488  DESIGNATION -  MISCHKE AZ MK
 NM1488  PID         -  NM1488
 NM1488  STATE/COUNTY-  NE/KNOX
 NM1488  COUNTRY     -  US
 NM1488  USGS QUAD   -  TABOR SE (2017)
 NM1488
 NM1488                         *CURRENT SURVEY CONTROL
 NM1488  ______________________________________________________________________
 NM1488* NAD 83(1986) POSITION- 42 50 24.     (N) 097 31 47.     (W)   SCALED
 NM1488* NAVD 88 ORTHO HEIGHT -   360.766 (meters)     1183.61  (feet) ADJUSTED
 NM1488  ______________________________________________________________________
 NM1488  GEOID HEIGHT    -        -25.622 (meters)                     GEOID18
 NM1488  DYNAMIC HEIGHT  -        360.656 (meters)     1183.25  (feet) COMP
 NM1488  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NM1488
 NM1488  VERT ORDER      -  FIRST     CLASS II
 NM1488
 NM1488.The horizontal coordinates were scaled from a map and have
 NM1488.an estimated accuracy of +/- 6 seconds.
 NM1488
 NM1488.The orthometric height was determined by differential leveling and
 NM1488.adjusted by the NATIONAL GEODETIC SURVEY
 NM1488.in June 1991.
 NM1488
 NM1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1488.GEOID18 height accuracy estimate available here.
 NM1488
 NM1488.Click photographs - Photos may exist for this station.
 NM1488
 NM1488.The dynamic height is computed by dividing the NAVD 88
 NM1488.geopotential number by the normal gravity value computed on the
 NM1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1488.degrees latitude (g = 980.6199 gals.).
 NM1488
 NM1488.The modeled gravity was interpolated from observed gravity values.
 NM1488
 NM1488;                    North         East    Units  Estimated Accuracy
 NM1488;SPC NE       -   336,730.      701,910.      MT  (+/- 180 meters Scaled)
 NM1488
 NM1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN201440(NAD 83)
 NM1488
 NM1488                          SUPERSEDED SURVEY CONTROL
 NM1488
 NM1488  NGVD 29 (??/??/92)  360.556  (m)         1182.92   (f) ADJ UNCH    1 2
 NM1488
 NM1488.Superseded values are not recommended for survey control.
 NM1488
 NM1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1488.See file dsdata.pdf to determine how the superseded data were derived.
 NM1488
 NM1488_MARKER: DZ = AZIMUTH MARK DISK
 NM1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1488_STAMPING: MISCHKE 1948
 NM1488_MARK LOGO: CGS
 NM1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1488+STABILITY: SURFACE MOTION
 NM1488
 NM1488  HISTORY     - Date     Condition        Report By
 NM1488  HISTORY     - 1948     MONUMENTED       CGS
 NM1488  HISTORY     - 1949     GOOD             CGS
 NM1488  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1488
 NM1488                          STATION DESCRIPTION
 NM1488
 NM1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1488'8.9 MI SW FROM YANKTON.
 NM1488'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF
 NM1488'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1488'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES WEST
 NM1488'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD,
 NM1488'AT THE NORTH EDGE OF A LARGE GROVE OF TREES, 55 YARDS (PACED)
 NM1488'NORTH OF A GATE POST, 31 FEET WEST OF THE CENTER LINE OF THE
 NM1488'ROAD, 1.5 FEET SOUTH OF A REFERENCE POST, 0.8 FOOT EAST OF A FENCE
 NM1488'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM1488'ABOVE THE GROUND.
 NM1488
 NM1488                          STATION RECOVERY (1981)
 NM1488
 NM1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1486 ***********************************************************************
 NM1486  DESIGNATION -  MISCHKE RM 1
 NM1486  PID         -  NM1486
 NM1486  STATE/COUNTY-  NE/KNOX
 NM1486  COUNTRY     -  US
 NM1486  USGS QUAD   -  TABOR SE (2017)
 NM1486
 NM1486                         *CURRENT SURVEY CONTROL
 NM1486  ______________________________________________________________________
 NM1486* NAD 83(1986) POSITION- 42 50 36.13   (N) 097 31 46.60   (W)   HD_HELD1
 NM1486* NAVD 88 ORTHO HEIGHT -   360.326 (meters)     1182.17  (feet) ADJUSTED
 NM1486  ______________________________________________________________________
 NM1486  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 NM1486  DYNAMIC HEIGHT  -        360.217 (meters)     1181.81  (feet) COMP
 NM1486  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NM1486
 NM1486  VERT ORDER      -  FIRST     CLASS II
 NM1486
 NM1486.The horizontal coordinates were determined by differentially corrected
 NM1486.hand held GPS observations or other comparable positioning techniques
 NM1486.and have an estimated accuracy of +/- 3 meters.
 NM1486
 NM1486.The orthometric height was determined by differential leveling and
 NM1486.adjusted by the NATIONAL GEODETIC SURVEY
 NM1486.in June 1991.
 NM1486
 NM1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1486.GEOID18 height accuracy estimate available here.
 NM1486
 NM1486.Click photographs - Photos may exist for this station.
 NM1486
 NM1486.The dynamic height is computed by dividing the NAVD 88
 NM1486.geopotential number by the normal gravity value computed on the
 NM1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1486.degrees latitude (g = 980.6199 gals.).
 NM1486
 NM1486.The modeled gravity was interpolated from observed gravity values.
 NM1486
 NM1486;                    North         East    Units  Estimated Accuracy
 NM1486;SPC NE       -   337,106.3     701,907.6     MT  (+/- 3 meters HH1 GPS) 
 NM1486
 NM1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2015344469(NAD 83)
 NM1486
 NM1486                          SUPERSEDED SURVEY CONTROL
 NM1486
 NM1486  NGVD 29 (??/??/92)  360.116  (m)         1181.48   (f) ADJ UNCH    1 2
 NM1486
 NM1486.Superseded values are not recommended for survey control.
 NM1486
 NM1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1486.See file dsdata.pdf to determine how the superseded data were derived.
 NM1486
 NM1486_MARKER: DR = REFERENCE MARK DISK
 NM1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1486_STAMPING: MISCHKE NO 1 1948
 NM1486_MARK LOGO: CGS
 NM1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1486+STABILITY: SURFACE MOTION
 NM1486
 NM1486  HISTORY     - Date     Condition        Report By
 NM1486  HISTORY     - 1948     MONUMENTED       CGS
 NM1486  HISTORY     - 1949     GOOD             CGS
 NM1486  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1486
 NM1486                          STATION DESCRIPTION
 NM1486
 NM1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1486'9.1 MI SW FROM YANKTON.
 NM1486'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1486'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON SOUTH DAKOTA,
 NM1486'THENCE 5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1
 NM1486'MILES WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTH ALONG A
 NM1486'DIRT ROAD, 64 FEET WEST OF TRIANGULATION STATION MISCHKE 1948,
 NM1486'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT EAST OF
 NM1486'A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 NM1486'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1486
 NM1486                          STATION RECOVERY (1981)
 NM1486
 NM1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1485 ***********************************************************************
 NM1485  DESIGNATION -  MISCHKE RM 2
 NM1485  PID         -  NM1485
 NM1485  STATE/COUNTY-  NE/KNOX
 NM1485  COUNTRY     -  US
 NM1485  USGS QUAD   -  TABOR SE (2017)
 NM1485
 NM1485                         *CURRENT SURVEY CONTROL
 NM1485  ______________________________________________________________________
 NM1485* NAD 83(1986) POSITION- 42 50 36.77   (N) 097 31 45.80   (W)   HD_HELD1
 NM1485* NAVD 88 ORTHO HEIGHT -   360.394 (meters)     1182.39  (feet) ADJUSTED
 NM1485  ______________________________________________________________________
 NM1485  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 NM1485  DYNAMIC HEIGHT  -        360.284 (meters)     1182.03  (feet) COMP
 NM1485  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NM1485
 NM1485  VERT ORDER      -  FIRST     CLASS II
 NM1485
 NM1485.The horizontal coordinates were determined by differentially corrected
 NM1485.hand held GPS observations or other comparable positioning techniques
 NM1485.and have an estimated accuracy of +/- 3 meters.
 NM1485
 NM1485.The orthometric height was determined by differential leveling and
 NM1485.adjusted by the NATIONAL GEODETIC SURVEY
 NM1485.in June 1991.
 NM1485
 NM1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1485.GEOID18 height accuracy estimate available here.
 NM1485
 NM1485.Click photographs - Photos may exist for this station.
 NM1485
 NM1485.The dynamic height is computed by dividing the NAVD 88
 NM1485.geopotential number by the normal gravity value computed on the
 NM1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1485.degrees latitude (g = 980.6199 gals.).
 NM1485
 NM1485.The modeled gravity was interpolated from observed gravity values.
 NM1485
 NM1485;                    North         East    Units  Estimated Accuracy
 NM1485;SPC NE       -   337,126.6     701,925.2     MT  (+/- 3 meters HH1 GPS) 
 NM1485
 NM1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2017144490(NAD 83)
 NM1485
 NM1485                          SUPERSEDED SURVEY CONTROL
 NM1485
 NM1485  NGVD 29 (??/??/92)  360.184  (m)         1181.70   (f) ADJ UNCH    1 2
 NM1485
 NM1485.Superseded values are not recommended for survey control.
 NM1485
 NM1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1485.See file dsdata.pdf to determine how the superseded data were derived.
 NM1485
 NM1485_MARKER: DR = REFERENCE MARK DISK
 NM1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1485_STAMPING: MISCHKE NO 2 1948
 NM1485_MARK LOGO: CGS
 NM1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1485+STABILITY: SURFACE MOTION
 NM1485
 NM1485  HISTORY     - Date     Condition        Report By
 NM1485  HISTORY     - 1948     MONUMENTED       CGS
 NM1485  HISTORY     - 1949     GOOD             CGS
 NM1485  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1485
 NM1485                          STATION DESCRIPTION
 NM1485
 NM1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1485'9.1 MI SW FROM YANKTON.
 NM1485'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1485'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1485'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES
 NM1485'WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT
 NM1485'ROAD, 64 FEET NORTH OF TRIANGULATION STATION MISCHKE 1948,
 NM1485'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 7.5 FEET WEST OF A
 NM1485'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1485'0.3 FOOT ABOVE THE GROUND.
 NM1485
 NM1485                          STATION RECOVERY (1981)
 NM1485
 NM1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0516 ***********************************************************************
 MN0516  DESIGNATION -  MISEK RESET
 MN0516  PID         -  MN0516
 MN0516  STATE/COUNTY-  NE/MORRILL
 MN0516  COUNTRY     -  US
 MN0516  USGS QUAD   -  ANGORA SE (2017)
 MN0516
 MN0516                         *CURRENT SURVEY CONTROL
 MN0516  ______________________________________________________________________
 MN0516* NAD 83(1995) POSITION- 41 47 47.75101(N) 103 00 43.82876(W)   ADJUSTED
 MN0516* NAVD 88 ORTHO HEIGHT -  1354.    (meters)     4442.    (feet) SCALED
 MN0516  ______________________________________________________________________
 MN0516  GEOID HEIGHT    -        -19.189 (meters)                     GEOID18
 MN0516  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 MN0516  HORZ ORDER      -  FIRST
 MN0516
 MN0516.The horizontal coordinates were established by classical geodetic methods
 MN0516.and adjusted by the National Geodetic Survey in August 1997.
 MN0516
 MN0516.The orthometric height was scaled from a topographic map.
 MN0516
 MN0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0516.GEOID18 height accuracy estimate available here.
 MN0516
 MN0516.Click photographs - Photos may exist for this station.
 MN0516
 MN0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0516
 MN0516. The following values were computed from the NAD 83(1995) position.
 MN0516
 MN0516;                    North         East     Units Scale Factor Converg.
 MN0516;SPC NE       -   222,332.220   249,778.746   MT  0.99967143   -1 59 46.2
 MN0516;SPC NE       -   729,434.96    819,482.44   sFT  0.99967143   -1 59 46.2
 MN0516;UTM  13      - 4,629,102.932   665,153.958   MT  0.99993565   +1 19 30.6
 MN0516
 MN0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0516!SPC NE       -   0.99979074  x   0.99967143  =   0.99946224
 MN0516!UTM  13      -   0.99979074  x   0.99993565  =   0.99972641
 MN0516
 MN0516:                Primary Azimuth Mark                     Grid Az
 MN0516:SPC NE       -  MISEK RM 3 AZIMUTH                       319 34 39.9
 MN0516:UTM  13      -  MISEK RM 3 AZIMUTH                       316 15 23.1
 MN0516
 MN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6515329102(NAD 83)
 MN0516
 MN0516|---------------------------------------------------------------------|
 MN0516| PID    Reference Object                     Distance      Geod. Az  |
 MN0516|                                                           dddmmss.s |
 MN0516| CP7774 MISEK RM 1                           44.943 METERS 16501     |
 MN0516| MN0520 COURTHOUSE ROCK SUMMIT              APPROX.23.8 KM 2011916.0 |
 MN0516| MN0517 BRIDGEPORT WATER TANK               APPROX.16.3 KM 2070446.2 |
 MN0516| MN0518 NORTHPORT WATER TANK                APPROX.14.4 KM 2104853.6 |
 MN0516| CP7775 MISEK RM 2                           21.640 METERS 25302     |
 MN0516| CP7776 MISEK RM 3 AZIMUTH                                 3173453.7 |
 MN0516| CP7773 MISEK AZ MK                                        3211021.0 |
 MN0516|---------------------------------------------------------------------|
 MN0516
 MN0516                          SUPERSEDED SURVEY CONTROL
 MN0516
 MN0516  NAD 83(1993)-  41 47 47.75089(N)    103 00 43.82889(W) AD(       ) 1
 MN0516  NAD 83(1986)-  41 47 47.74606(N)    103 00 43.83037(W) AD(       ) 1
 MN0516  NAD 27      -  41 47 47.85300(N)    103 00 42.08200(W) AD(       ) 1
 MN0516
 MN0516.Superseded values are not recommended for survey control.
 MN0516
 MN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0516.See file dsdata.pdf to determine how the superseded data were derived.
 MN0516
 MN0516_MARKER: DS = TRIANGULATION STATION DISK
 MN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0516
 MN0516  HISTORY     - Date     Condition        Report By
 MN0516  HISTORY     - 1963     MONUMENTED       CGS
 MN0516
 MN0516                          STATION DESCRIPTION
 MN0516
 MN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0516'THE UNDERGROUND STATION MARK AND THREE REFERENCE MARKS SET
 MN0516'IN 1933 WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 MN0516'MARK WAS COMPLETELY EXPOSED BY WIND EROSION AND HAD TOPPLED
 MN0516'OVER.  THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE
 MN0516'MARK SET.  THE 1946 AZIMUTH MARK WAS EXPOSED AND WAS DESTROYED.
 MN0516'THE HORIZONTAL MEASUREMENTS TO REFERENCE MARKS ONE AND TWO MORE
 MN0516'NEARLY CHECKED THE 1933 MEASUREMENTS.  THE STATION WAS REACHED
 MN0516'FROM BRIDGEPORT AND THE ROUTE FROM ANGORA WAS NOT CHECKED.
 MN0516'A NEW DESCRIPTION FOLLOWS--
 MN0516'
 MN0516'THE STATION IS LOCATED 9-1/2 MILES NORTH-NORTHEAST OF BRIDGEPORT,
 MN0516'AND 7 MILES SOUTHEAST OF ANGORA.  IT IS ON A SANDY HILL IN
 MN0516'PASTURE LAND LEASED FROM THE STATE AT PRESENT BY EDWARD KLOCH.
 MN0516'
 MN0516'TO REACH THE STATION FROM THE FRONT OF THE MORRILL COUNTY
 MN0516'COURTHOUSE IN BRIDGEPORT, GO NORTH ON U.S. HIGHWAY 26 FOR
 MN0516'1.0 MILE TO A FORK IN NORTHPORT WHERE U.S. HIGHWAY 26 TURNS
 MN0516'EAST JUST AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT AND
 MN0516'GO EAST ON U.S. HIGHWAY 26 FOR 0.4 MILE TO A PAVED SIDE ROAD
 MN0516'ON THE LEFT.  TURN LEFT AND GO NORTH 0.2 MILE TO A CROSSROAD.
 MN0516'TURN RIGHT AND GO EAST 0.5 MILE TO A FORK.  TAKE THE LEFT
 MN0516'FORK (PAVED ROAD) NORTH AND EAST FOR 4.4 MILES TO A SIDE ROAD
 MN0516'ON THE LEFT.  TURN LEFT AND GO NORTH 5.3 MILES TO A FORK
 MN0516'AND CROSSROAD.  TAKE RIGHT FORK AND GO EAST, THEN SOUTH,
 MN0516'THEN EAST FOR 3.3 MILES TO A GATE ON RIGHT AT EAST END OF
 MN0516'SHELTER TREES.  TURN RIGHT, THROUGH GATE, AND GO SOUTH 0.4
 MN0516'MILE TO A BOARD GATE SOUTH OF ABANDONED, CEMENT BLOCK,
 MN0516'HOUSE.  GO THROUGH GATE SOUTHWEST 75 YARDS TO FENCE
 MN0516'CORNER AND AZIMUTH MARK (R.M. 3) ON RIGHT.  CONTINUE
 MN0516'SOUTHEAST, ACROSS COUNTRY, IN PASTURE 0.6 MILE TO HIGH
 MN0516'POINT ON RIDGE AND STATION.
 MN0516'
 MN0516'THE STATION MARK IS A STANDARD DISK STAMPED MISEK 1933 1963
 MN0516'SET IN TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1 INCH
 MN0516'ABOVE CEMENT MOUND AROUND MARK.  IT IS 3 FEET EAST OF A METAL
 MN0516'WITNESS POST WITH SIGN.
 MN0516'
 MN0516'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MISEK
 MN0516'NO 1 1933 SET IN TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 MN0516'PROJECTING 3 INCHES ABOVE GROUND.  IT IS ABOUT 2 FEET LOWER
 MN0516'THAN THE STATION MARK.
 MN0516'
 MN0516'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MISEK
 MN0516'NO 2 1933 SET IN TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 MN0516'PROJECTING 3 INCHES ABOVE GROUND.  IT IS ABOUT 4 FEET LOWER
 MN0516'THAN THE STATION MARK.
 MN0516'
 MN0516'REFERENCE MARK NUMBER THREE (AZIMUTH MARK) IS A STANDARD
 MN0516'DISK STAMPED MISEK NO 3 1933 SET IN TOP OF A 12-INCH, SQUARE,
 MN0516'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 9.5
 MN0516'FEET EAST OF A FENCE CORNER, 9.5 FEET EAST OF A METAL WITNESS
 MN0516'POST, AND 1.3 FEET SOUTH OF A 1-1/2-INCH, GALVANIZED, IRON
 MN0516'PIPE PROJECTING 4 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1926 ***********************************************************************
 NM1926  CBN         -  This is a Cooperative Base Network Control Station.
 NM1926  PACS        -  This is a Primary Airport Control Station.
 NM1926  DESIGNATION -  MITCHELL
 NM1926  PID         -  NM1926
 NM1926  STATE/COUNTY-  NE/WAYNE
 NM1926  COUNTRY     -  US
 NM1926  USGS QUAD   -  ALTONA NW (2017)
 NM1926
 NM1926                         *CURRENT SURVEY CONTROL
 NM1926  ______________________________________________________________________
 NM1926* NAD 83(2011) POSITION- 42 14 15.11769(N) 096 59 14.99154(W)   ADJUSTED
 NM1926* NAD 83(2011) ELLIP HT-   410.762 (meters)        (06/27/12)   ADJUSTED
 NM1926* NAD 83(2011) EPOCH   -  2010.00
 NM1926* NAVD 88 ORTHO HEIGHT -   435.70  (meters)     1429.5   (feet) GPS OBS
 NM1926  ______________________________________________________________________
 NM1926  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NM1926  GEOID HEIGHT    -        -24.683 (meters)                     GEOID93
 NM1926  GEOID HEIGHT    -        -24.919 (meters)                     GEOID18
 NM1926  NAD 83(2011) X  -   -575,369.877 (meters)                     COMP
 NM1926  NAD 83(2011) Y  - -4,694,479.971 (meters)                     COMP
 NM1926  NAD 83(2011) Z  -  4,265,450.497 (meters)                     COMP
 NM1926  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 NM1926
 NM1926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1926  Standards:
 NM1926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1926  -------------------------------------------------------------------
 NM1926  NETWORK    0.42   0.98           0.20   0.13   0.50      0.00900385
 NM1926  -------------------------------------------------------------------
 NM1926  Click here for local accuracies and other accuracy information.
 NM1926
 NM1926.This mark is at Wayne Municipal Airport (LCG)
 NM1926
 NM1926.The horizontal coordinates were established by GPS observations
 NM1926.and adjusted by the National Geodetic Survey in June 2012.
 NM1926
 NM1926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1926.been affixed to the stable North American tectonic plate. See 
 NM1926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1926
 NM1926.The horizontal coordinates are valid at the epoch date displayed above
 NM1926.which is a decimal equivalence of Year/Month/Day.
 NM1926
 NM1926.The orthometric height was determined by GPS observations and a
 NM1926.high-resolution geoid model.
 NM1926
 NM1926.GPS derived orthometric heights for airport stations designated as
 NM1926.PACS or SACS are published to 2 decimal places.  This maintains
 NM1926.centimeter relative accuracy between the PACS and SACS.  It does
 NM1926.not indicate centimeter accuracy relative to other marks which are
 NM1926.part of the published vertical control network.
 NM1926
 NM1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1926.GEOID18 height accuracy estimate available here.
 NM1926
 NM1926.Click photographs - Photos may exist for this station.
 NM1926
 NM1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1926
 NM1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1926
 NM1926.The ellipsoidal height was determined by GPS observations
 NM1926.and is referenced to NAD 83.
 NM1926
 NM1926. The following values were computed from the NAD 83(2011) position.
 NM1926
 NM1926;                    North         East     Units Scale Factor Converg.
 NM1926;SPC NE       -   271,265.063   748,542.824   MT  0.99974011   +1 59 47.0
 NM1926;SPC NE       -   889,975.46  2,455,844.25   sFT  0.99974011   +1 59 47.0
 NM1926;UTM  14      - 4,678,110.523   666,052.724   MT  0.99993928   +1 21 11.2
 NM1926
 NM1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1926!SPC NE       -   0.99993558  x   0.99974011  =   0.99967571
 NM1926!UTM  14      -   0.99993558  x   0.99993928  =   0.99987487
 NM1926
 NM1926:                Primary Azimuth Mark                     Grid Az
 NM1926:SPC NE       -  MITCHELL AZ MK                           052 01 53.6
 NM1926:UTM  14      -  MITCHELL AZ MK                           052 40 29.4
 NM1926
 NM1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6605278110(NAD 83)
 NM1926
 NM1926|---------------------------------------------------------------------|
 NM1926| PID    Reference Object                     Distance      Geod. Az  |
 NM1926|                                                           dddmmss.s |
 NM1926| NM1929 MITCHELL AZ MK                      APPROX. 1.0 KM 0540140.6 |
 NM1926| AB4164 LCG A                               457.698 METERS 0772011.4 |
 NM1926|---------------------------------------------------------------------|
 NM1926
 NM1926                          SUPERSEDED SURVEY CONTROL
 NM1926
 NM1926  NAD 83(2007)-  42 14 15.11764(N)    096 59 14.99229(W) AD(2002.00) 0
 NM1926  ELLIP H (02/10/07)  410.788  (m)                       GP(2002.00)    
 NM1926  ELLIP H (07/10/01)  410.767  (m)                       GP(       ) 4 1
 NM1926  NAD 83(1995)-  42 14 15.11757(N)    096 59 14.99191(W) AD(       ) B
 NM1926  ELLIP H (06/25/96)  410.822  (m)                       GP(       ) 1 1
 NM1926  NAD 83(1986)-  42 14 15.12426(N)    096 59 14.99541(W) AD(       ) 1
 NM1926  NGVD 29 (02/23/90)  435.52   (m)  RAPSU86  model used  GPS OBS        
 NM1926
 NM1926.Superseded values are not recommended for survey control.
 NM1926
 NM1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1926.See file dsdata.pdf to determine how the superseded data were derived.
 NM1926
 NM1926_MARKER: F = FLANGE-ENCASED ROD
 NM1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1926_STAMPING: MITCHELL 1989
 NM1926_MARK LOGO: NGS
 NM1926_PROJECTION: RECESSED 9 CENTIMETERS
 NM1926_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1926+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2021
 NM1926_ROD/PIPE-DEPTH: 17.0 meters
 NM1926_SLEEVE-DEPTH  : 1.0 meters
 NM1926
 NM1926  HISTORY     - Date     Condition        Report By
 NM1926  HISTORY     - 1989     MONUMENTED       NGS
 NM1926  HISTORY     - 19890615 GOOD             NGS
 NM1926  HISTORY     - 19950605 GOOD             NGS
 NM1926  HISTORY     - 19970624 GOOD             NGS
 NM1926  HISTORY     - 20000613 GOOD             NEDR
 NM1926  HISTORY     - 20210217 GOOD             NEGS
 NM1926
 NM1926                          STATION DESCRIPTION
 NM1926
 NM1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1926'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF WAYNE, 0.2 KM
 NM1926'(0.10 MI) NORTH OF STATE HIGHWAY 35, AT THE WAYNE MUNICIPAL AIRPORT,
 NM1926'AT THE JUNCTION OF RUNWAY 4 AND THE TAXIWAY.  OWNERSHIP--WAYNE AIRPORT
 NM1926'AUTHORITY, 108 EAST 8TH STREET, WAYNE, NEBRASKA 68787.  AIRPORT
 NM1926'MANAGER IS ORIN ZACH, TELEPHONE 402-375-4664.
 NM1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN
 NM1926'WAYNE, GO EAST ON STATE HIGHWAY 35 FOR 0.77 KM (0.50 MI) TO THE
 NM1926'NATIONAL GUARD ARMORY ON THE LEFT.  CONTINUE AHEAD FOR 1.80 KM
 NM1926'(1.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH
 NM1926'ON A PAVED LANE FOR 0.06 KM (0.05 MI) TO A LOCKED GATE.  TURN LEFT AND
 NM1926'GO WEST ON THE GRASS, THEN NORTH AROUND A HANGAR FOR 0.11 KM
 NM1926'(0.05 MI) TO A PAVED TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE
 NM1926'TAXIWAY FOR 0.07 KM (0.05 MI) TO THE END OF RUNWAY 4 AND THE STATION
 NM1926'ON THE RIGHT.
 NM1926'THE STATION IS 16.1 M (52.8 FT) EAST-NORTHEAST OF THE TAXIWAY
 NM1926'CENTERLINE, 16.0 M (52.5 FT) SOUTH-SOUTHEAST OF THE RUNWAY CENTERLINE,
 NM1926'6.8 M (22.3 FT) EAST OF THE CURVED PAVEMENT AT THE RUNWAY AND TAXIWAY
 NM1926'JUNCTION AND 2.7 M (8.9 FT) SOUTHEAST OF A TAXIWAY LIGHT.
 NM1926'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1926'DESCRIBED BY R.D. BALL.
 NM1926
 NM1926                          STATION RECOVERY (1989)
 NM1926
 NM1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM1926'THE STATION IS LOCATED AT THE WAYNE MUNI AIRPORT NEAR RUNWAY END 4. IT
 NM1926'IS 100.0 FT (30.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF
 NM1926'THE RUNWAY END ON THE SOUTHEAST SIDE OF THE RUNWAY, 97.3 FT (29.7 M)
 NM1926'EASTERLY OF THE CENTERLINE END RUNWAY 4, 52.0 FT (15.8 M) SOUTHEAST OF
 NM1926'THE CENTERLINE OF THE RUNWAY AND 20.2 FT (6.2 M) SOUTHEAST OF THE
 NM1926'INSIDE OF THE CURVE OF THE TAXIWAY LEADING TO THE RUNWAY.  THE STATION
 NM1926'IS A STAINLESS STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM OF
 NM1926'THE COVER IS STAMPED MITCHELL 1989.  NOTE, 1-METER PVC SLEEVE AROUND
 NM1926'ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 NM1926
 NM1926                          STATION RECOVERY (1995)
 NM1926
 NM1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NM1926'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF CONCORD, 1.55
 NM1926'MI (2.49 KM) EAST OF WAYNE AND AT THE WAYNE MUNICIPAL AIRPORT, NEAR
 NM1926'THE JUNCTION OF A CONNECTOR TAXIWAY AND THE APPROACH END OF RUNWAY 4.
 NM1926'OWNERSHIP--WAYNE AIRPORT AUTHORITY, 108 EAST 8TH STREET, WAYNE NE
 NM1926'68787.  AIRPORT MANAGER IS ORIN ZACH, PHONE (402) 375-4664.  TO REACH
 NM1926'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN WAYNE, GO
 NM1926'EAST ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO THE NATIONAL GUARD
 NM1926'ARMORY ON THE LEFT, CONTINUE AHEAD AND GO EAST ON STATE HIGHWAY 35 FOR
 NM1926'1.1 MI (1.8 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE
 NM1926'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE AHEAD AND
 NM1926'THE AIRPORT OFFICE ON THE RIGHT, TURN LEFT AND GO WEST, THEN NORTH
 NM1926'FOLLOWING GRAVEL ROAD AROUND A HANGAR TO A TAXIWAY, TURN LEFT AND GO
 NM1926'NORTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY
 NM1926'AND THE STATION ON THE RIGHT.  THE STATION IS 58.0 FT (17.7 M)
 NM1926'NORTHEAST OF THE TAXIWAY CENTER, 52.5 FT (16.0 M) SOUTHEAST OF THE
 NM1926'RUNWAY CENTER, 22.3 FT (6.8 M) EAST OF THE CURVED PAVEMENT EDGE AND
 NM1926'8.9 FT (2.7 M) SOUTHEAST OF A TAXIWAY LIGHT. NOTE--THIS STATION WAS
 NM1926'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NM1926
 NM1926                          STATION RECOVERY (1997)
 NM1926
 NM1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NM1926'RECOVERED AS DESCRIBED.
 NM1926
 NM1926                          STATION RECOVERY (2000)
 NM1926
 NM1926'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1926'RECOVERED AS DESCRIBED.
 NM1926
 NM1926                          STATION RECOVERY (2021)
 NM1926
 NM1926'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 NM1926'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 15 AND NE. HIGHWAY 35 IN
 NM1926'WAYNE, NORTHEAST.  GO EAST ON NE. HIGHWAY 35 APPROXIMATELY 1.6 MI (2.6
 NM1926'KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  DRIVE AROUND THE WEST SIDE
 NM1926'OF THE AIRPORT OFFICE AND GO EAST ON THE NORTH SIDE OF THE OFFICE TO
 NM1926'THE RAMP.  TURN LEFT AND GO NORTH, THEN NORTHWEST TO THE TAXIWAY ON
 NM1926'THE SOUTHWEST END OF RUNWAY 23 AND 5.  THE MARK IS 52.8 FT (16.1 M)
 NM1926'NORTHEAST OF TAXIWAY CENTERLINE, 52.5 FT (16.0 M) SOUTHEAST OF RUNWAY
 NM1926'CENTERLINE, 22.3 FT (6.8 M) EAST OF CURVED PAVEMENT EDGE AT TAXIWAY
 NM1926'AND RUNWAY JUNCTION AND 8.9 FT (2.7 M) SOUTHEAST OF TAXIWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1929 ***********************************************************************
 NM1929  SACS        -  This is a Secondary Airport Control Station.
 NM1929  DESIGNATION -  MITCHELL AZ MK
 NM1929  PID         -  NM1929
 NM1929  STATE/COUNTY-  NE/WAYNE
 NM1929  COUNTRY     -  US
 NM1929  USGS QUAD   -  ALTONA NW (2017)
 NM1929
 NM1929                         *CURRENT SURVEY CONTROL
 NM1929  ______________________________________________________________________
 NM1929* NAD 83(2011) POSITION- 42 14 33.80357(N) 096 58 40.34014(W)   ADJUSTED
 NM1929* NAD 83(2011) ELLIP HT-   409.324 (meters)        (06/27/12)   ADJUSTED
 NM1929* NAD 83(2011) EPOCH   -  2010.00
 NM1929* NAVD 88 ORTHO HEIGHT -   434.26  (meters)     1424.7   (feet) GPS OBS
 NM1929  ______________________________________________________________________
 NM1929  NAVD 88 orthometric height was determined with an earlier geoid model
 NM1929  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 NM1929  NAD 83(2011) X  -   -574,534.003 (meters)                     COMP
 NM1929  NAD 83(2011) Y  - -4,694,190.772 (meters)                     COMP
 NM1929  NAD 83(2011) Z  -  4,265,876.399 (meters)                     COMP
 NM1929  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 NM1929
 NM1929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1929  Standards:
 NM1929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1929  -------------------------------------------------------------------
 NM1929  NETWORK    0.56   1.02           0.25   0.20   0.52     -0.02342874
 NM1929  -------------------------------------------------------------------
 NM1929  Click here for local accuracies and other accuracy information.
 NM1929
 NM1929.This mark is at Wayne Municipal Airport (LCG)
 NM1929
 NM1929.The horizontal coordinates were established by GPS observations
 NM1929.and adjusted by the National Geodetic Survey in June 2012.
 NM1929
 NM1929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1929.been affixed to the stable North American tectonic plate. See 
 NM1929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1929
 NM1929.The horizontal coordinates are valid at the epoch date displayed above
 NM1929.which is a decimal equivalence of Year/Month/Day.
 NM1929
 NM1929.The orthometric height was determined by GPS observations and a
 NM1929.high-resolution geoid model.
 NM1929
 NM1929.GPS derived orthometric heights for airport stations designated as
 NM1929.PACS or SACS are published to 2 decimal places.  This maintains
 NM1929.centimeter relative accuracy between the PACS and SACS.  It does
 NM1929.not indicate centimeter accuracy relative to other marks which are
 NM1929.part of the published vertical control network.
 NM1929
 NM1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1929.GEOID18 height accuracy estimate available here.
 NM1929
 NM1929.Click photographs - Photos may exist for this station.
 NM1929
 NM1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1929
 NM1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1929
 NM1929.The ellipsoidal height was determined by GPS observations
 NM1929.and is referenced to NAD 83.
 NM1929
 NM1929. The following values were computed from the NAD 83(2011) position.
 NM1929
 NM1929;                    North         East     Units Scale Factor Converg.
 NM1929;SPC NE       -   271,868.828   749,316.488   MT  0.99974128   +2 00 09.9
 NM1929;SPC NE       -   891,956.31  2,458,382.51   sFT  0.99974128   +2 00 09.9
 NM1929;UTM  14      - 4,678,705.685   666,833.272   MT  0.99994248   +1 21 35.0
 NM1929
 NM1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1929!SPC NE       -   0.99993581  x   0.99974128  =   0.99967710
 NM1929!UTM  14      -   0.99993581  x   0.99994248  =   0.99987829
 NM1929
 NM1929:                Primary Azimuth Mark                     Grid Az
 NM1929:SPC NE       -  MITCHELL                                 232 01 54.0
 NM1929:UTM  14      -  MITCHELL                                 232 40 28.9
 NM1929
 NM1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6683378705(NAD 83)
 NM1929
 NM1929|---------------------------------------------------------------------|
 NM1929| PID    Reference Object                     Distance      Geod. Az  |
 NM1929|                                                           dddmmss.s |
 NM1929| NM1926 MITCHELL                            APPROX. 1.0 KM 2340203.9 |
 NM1929|---------------------------------------------------------------------|
 NM1929
 NM1929                          SUPERSEDED SURVEY CONTROL
 NM1929
 NM1929  NAD 83(2007)-  42 14 33.80352(N)    096 58 40.34090(W) AD(2002.00) 0
 NM1929  ELLIP H (02/10/07)  409.350  (m)                       GP(2002.00)    
 NM1929  ELLIP H (12/12/01)  409.329  (m)                       GP(       ) 4 2
 NM1929  NAD 83(1995)-  42 14 33.80345(N)    096 58 40.34051(W) AD(       ) 1
 NM1929  ELLIP H (09/23/97)  409.384  (m)                       GP(       ) 4 2
 NM1929  NAD 83(1995)-  42 14 33.80337(N)    096 58 40.34055(W) AD(       ) 3
 NM1929  ELLIP H (08/18/97)  409.380  (m)                       GP(       ) 4 1
 NM1929  NAD 83(1986)-  42 14 33.81023(N)    096 58 40.34352(W) AD(       ) 3
 NM1929  NGVD 29 (02/23/90)  434.08   (m)  RAPSU86  model used  GPS OBS        
 NM1929
 NM1929.Superseded values are not recommended for survey control.
 NM1929
 NM1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1929.See file dsdata.pdf to determine how the superseded data were derived.
 NM1929
 NM1929_MARKER: I = METAL ROD
 NM1929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1929_STAMPING: MITCHELL AZ MK 1989
 NM1929_MARK LOGO: NGS
 NM1929_PROJECTION: FLUSH
 NM1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1929+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1997
 NM1929_ROD/PIPE-DEPTH: 20.0 meters
 NM1929_SLEEVE-DEPTH  : 1.00 meters
 NM1929
 NM1929  HISTORY     - Date     Condition        Report By
 NM1929  HISTORY     - 1989     MONUMENTED       NGS
 NM1929  HISTORY     - 19890615 GOOD             NGS
 NM1929  HISTORY     - 19950605 SEE DESCRIPTION  NGS
 NM1929  HISTORY     - 19970624 GOOD             NGS
 NM1929
 NM1929                          STATION DESCRIPTION
 NM1929
 NM1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1929'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF WAYNE, 0.2 KM
 NM1929'(0.10 MI) NORTH OF STATE HIGHWAY 35, AT THE WAYNE MUNICIPAL AIRPORT.
 NM1929'OWNERSHIP--WAYNE AIRPORT AUTHORITY, 108 EAST 8TH STREET, WAYNE,
 NM1929'NEBRASKA 68787.  AIRPORT MANAGER IS ORIN ZACH, TELEPHONE 402-375-4664.
 NM1929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN
 NM1929'WAYNE, GO EAST ON STATE HIGHWAY 35 FOR 0.77 KM (0.50 MI) TO THE
 NM1929'NATIONAL GUARD ARMORY ON THE LEFT.  CONTINUE AHEAD FOR 1.80 KM
 NM1929'(1.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH
 NM1929'ON A PAVED LANE FOR 0.06 KM (0.05 MI) TO A LOCKED GATE.  TURN LEFT AND
 NM1929'GO WEST ON THE GRASS, THEN NORTH AROUND A HANGAR FOR 0.11 KM
 NM1929'(0.05 MI) TO A PAVED TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE
 NM1929'TAXIWAY FOR 0.07 KM (0.05 MI) TO THE END OF RUNWAY 4.  TURN RIGHT AND
 NM1929'GO NORTHEAST ALONGSIDE THE RUNWAY TO A TURN-AROUND AND THE STATION.
 NM1929'THE STATION IS 35.8 M (117.5 FT) NORTHWEST OF THE SOUTH CORNER OF THE
 NM1929'TURN-AROUND, 23.9 M (78.4 FT) NORTHEAST OF RUNWAY LIGHT 41, 15.6 M
 NM1929'(51.2 FT) SOUTHEAST OF THE RUNWAY CENTERLINE AND 3.2 M (10.5 FT) SOUTH
 NM1929'OF THE CURVED PAVEMENT EDGE.
 NM1929'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1929'DESCRIBED BY R.D. BALL.
 NM1929
 NM1929                          STATION RECOVERY (1989)
 NM1929
 NM1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM1929'THE STATION IS LOCATED AT THE WAYNE MUNI AIRPORT NEAR RUNWAY END 22.
 NM1929'IT IS 115.9 FT (35.3 M) SOUTHWESTERLY OF RUNWAY END 22, 78.4 FT (23.9
 NM1929'M) NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE RUNWAY END ON
 NM1929'THE SOUTHWEST SIDE OF THE RUNWAY, 50.5 FT (15.4 M) SOUTHEAST OF THE
 NM1929'CENTERLINE OF THE RUNWAY AND 10.0 FT (3.0 M) SOUTHWEST OF THE INSIDE
 NM1929'EDGE OF THE CURVE OF THE PAVING LEADING TO THE RUNUP AREA. THE STATION
 NM1929'IS A STAINLESS-STEEL ROD SET IN A PVC PIPE WITH A COVER. THE RIM OF
 NM1929'THE COVER IS STAMPED MITCHELL AZ MK 1989.  NOTE, 1-METER PVC SLEEVE
 NM1929'AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 NM1929
 NM1929                          STATION RECOVERY (1995)
 NM1929
 NM1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NM1929'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF CONCORD, 1.55
 NM1929'MI (2.49 KM) EAST OF WAYNE AND AT THE WAYNE MUNICIPAL AIRPORT NEAR THE
 NM1929'TURNAROUND AT THE APPROACH END OF RUNWAY 22.  OWNERSHIP--WAYNE AIRPORT
 NM1929'AUTHORITY, 108 EAST 8TH STREET, WAYNE NE 68787.  AIRPORT MANAGER, ORIN
 NM1929'ZACH, PHONE (402) 375-4664.  TO REACH THE STATION FROM THE JUNCTION OF
 NM1929'STATE HIGHWAYS 15 AND 35 IN WAYNE, GO EAST ON STATE HIGHWAY 35 FOR 0.5
 NM1929'MI (0.8 KM) TO THE NATIONAL GUARD ARMORY ON THE LEFT, CONTINUE AHEAD
 NM1929'AND GO EAST ON STATE HIGHWAY 35 FOR 1.1 MI (1.8 KM) TO A PAVED ROAD
 NM1929'LEFT, TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI
 NM1929'(0.08 KM) TO A LOCKED GATE AHEAD AND THE AIRPORT OFFICE ON THE RIGHT,
 NM1929'TURN LEFT AND GO WEST, THEN NORTH FOLLOWING GRAVEL ROAD AROUND A
 NM1929'HANGAR TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE CONNECTOR
 NM1929'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO
 NM1929'NORTHEAST ON THE RUNWAY FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 NM1929'RIGHT, JUST BEFORE REACHING THE TURNAROUND. THE STATION IS 117.5 FT
 NM1929'(35.8 M) NORTHWEST OF THE SOUTH CORNER OF THE TURNAROUND PAVEMENT,
 NM1929'78.4 FT (23.9 M) NORTHEAST OF A RUNWAY LIGHT, 51.2 FT (15.6 M)
 NM1929'SOUTHEAST OF THE RUNWAY CENTER AND 10.5 FT (3.2 M) SOUTH OF THE CURVED
 NM1929'PAVEMENT EDGE.  THIS STATION TO BE USED AS SACS.
 NM1929
 NM1929                          STATION RECOVERY (1997)
 NM1929
 NM1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NM1929'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0676 ***********************************************************************
 MN0676  DESIGNATION -  MITCHELL RESET
 MN0676  PID         -  MN0676
 MN0676  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0676  COUNTRY     -  US
 MN0676  USGS QUAD   -  MITCHELL (2017)
 MN0676
 MN0676                         *CURRENT SURVEY CONTROL
 MN0676  ______________________________________________________________________
 MN0676* NAD 83(1986) POSITION- 41 56 20.     (N) 103 48 31.     (W)   SCALED
 MN0676* NAVD 88 ORTHO HEIGHT -  1204.20  (meters)     3950.8   (feet) RESET
 MN0676  ______________________________________________________________________
 MN0676  GEOID HEIGHT    -        -18.579 (meters)                     GEOID18
 MN0676  VERT ORDER      -  THIRD
 MN0676
 MN0676.The horizontal coordinates were scaled from a map and have
 MN0676.an estimated accuracy of +/- 6 seconds.
 MN0676
 MN0676.The orthometric height was computed from unverified reset data.
 MN0676
 MN0676.No vertical observational check was made to the station.
 MN0676
 MN0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0676.GEOID18 height accuracy estimate available here.
 MN0676
 MN0676.Click photographs - Photos may exist for this station.
 MN0676
 MN0676;                    North         East    Units  Estimated Accuracy
 MN0676;SPC NE       -   240,730.      184,350.      MT  (+/- 180 meters Scaled)
 MN0676
 MN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG987436(NAD 83)
 MN0676
 MN0676                          SUPERSEDED SURVEY CONTROL
 MN0676
 MN0676  NGVD 29 (01/31/13) 1203.53   (m)         3948.6    (f) RESET       3  
 MN0676
 MN0676.Superseded values are not recommended for survey control.
 MN0676
 MN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0676.See file dsdata.pdf to determine how the superseded data were derived.
 MN0676
 MN0676_MARKER: DB = BENCH MARK DISK
 MN0676_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0676+WITH SETTING: PAVEMENT
 MN0676_SP_SET: BALUSTRADE
 MN0676_STAMPING: MITCHELL RESET 1988
 MN0676_MARK LOGO: NGS
 MN0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0676+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0676
 MN0676  HISTORY     - Date     Condition        Report By
 MN0676  HISTORY     - 1988     MONUMENTED       LOCSUR
 MN0676  HISTORY     - 20030724 GOOD             NGS
 MN0676
 MN0676                          STATION DESCRIPTION
 MN0676
 MN0676'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988
 MN0676'IN MITCHELL,  IN THE TOP OF THE NORTH BALUSTRADE OF THE STEPS AT THE
 MN0676'WEST ENTRANCE TO THE CITY HALL BUILDING.
 MN0676
 MN0676                          STATION RECOVERY (2003)
 MN0676
 MN0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0647 ***********************************************************************
 MN0647  DESIGNATION -  MITCHELL SUGAR MILL STACK
 MN0647  PID         -  MN0647
 MN0647  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0647  COUNTRY     -  US
 MN0647  USGS QUAD   -  MITCHELL (2017)
 MN0647
 MN0647                         *CURRENT SURVEY CONTROL
 MN0647  ______________________________________________________________________
 MN0647* NAD 83(1995) POSITION- 41 56 51.25520(N) 103 49 11.99953(W)   ADJUSTED
 MN0647  ______________________________________________________________________
 MN0647  GEOID HEIGHT    -        -18.550 (meters)                     GEOID18
 MN0647  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 MN0647  HORZ ORDER      -  THIRD
 MN0647
 MN0647.The horizontal coordinates were established by classical geodetic methods
 MN0647.and adjusted by the National Geodetic Survey in August 1997.
 MN0647
 MN0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0647.GEOID18 height accuracy estimate available here.
 MN0647
 MN0647.Click photographs - Photos may exist for this station.
 MN0647
 MN0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0647
 MN0647. The following values were computed from the NAD 83(1995) position.
 MN0647
 MN0647;                    North         East     Units Scale Factor Converg.
 MN0647;SPC NE       -   241,730.499   183,452.197   MT  0.99968826   -2 31 53.4
 MN0647;SPC NE       -   793,077.48    601,876.08   sFT  0.99968826   -2 31 53.4
 MN0647;UTM  13      - 4,644,628.387   597,805.731   MT  0.99971771   +0 47 19.8
 MN0647
 MN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9780544628(NAD 83)
 MN0647
 MN0647                          SUPERSEDED SURVEY CONTROL
 MN0647
 MN0647  NAD 83(1993)-  41 56 51.25489(N)    103 49 11.99979(W) AD(       ) 3
 MN0647  NAD 83(1986)-  41 56 51.24670(N)    103 49 12.00582(W) AD(       ) 3
 MN0647  NAD 27      -  41 56 51.37000(N)    103 49 10.20000(W) AD(       ) 3
 MN0647
 MN0647.Superseded values are not recommended for survey control.
 MN0647
 MN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0647.See file dsdata.pdf to determine how the superseded data were derived.
 MN0647
 MN0647_MARKER: 63 = STACK
 MN0647
 MN0647  HISTORY     - Date     Condition        Report By
 MN0647  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0647
 MN0647                          STATION DESCRIPTION
 MN0647
 MN0647'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0648 ***********************************************************************
 MN0648  DESIGNATION -  MITCHELL SUGAR MILL TANK
 MN0648  PID         -  MN0648
 MN0648  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0648  COUNTRY     -  US
 MN0648  USGS QUAD   -  MITCHELL (2017)
 MN0648
 MN0648                         *CURRENT SURVEY CONTROL
 MN0648  ______________________________________________________________________
 MN0648* NAD 83(1995) POSITION- 41 56 55.25966(N) 103 49 11.01894(W)   ADJUSTED
 MN0648  ______________________________________________________________________
 MN0648  GEOID HEIGHT    -        -18.549 (meters)                     GEOID18
 MN0648  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 MN0648  HORZ ORDER      -  THIRD
 MN0648
 MN0648.The horizontal coordinates were established by classical geodetic methods
 MN0648.and adjusted by the National Geodetic Survey in August 1997.
 MN0648
 MN0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0648.GEOID18 height accuracy estimate available here.
 MN0648
 MN0648.Click photographs - Photos may exist for this station.
 MN0648
 MN0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0648
 MN0648. The following values were computed from the NAD 83(1995) position.
 MN0648
 MN0648;                    North         East     Units Scale Factor Converg.
 MN0648;SPC NE       -   241,852.894   183,480.209   MT  0.99968841   -2 31 52.8
 MN0648;SPC NE       -   793,479.04    601,967.99   sFT  0.99968841   -2 31 52.8
 MN0648;UTM  13      - 4,644,752.202   597,826.608   MT  0.99971776   +0 47 20.5
 MN0648
 MN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9782644752(NAD 83)
 MN0648
 MN0648                          SUPERSEDED SURVEY CONTROL
 MN0648
 MN0648  NAD 83(1993)-  41 56 55.25936(N)    103 49 11.01920(W) AD(       ) 3
 MN0648  NAD 83(1986)-  41 56 55.25117(N)    103 49 11.02525(W) AD(       ) 3
 MN0648  NAD 27      -  41 56 55.37000(N)    103 49 09.22000(W) AD(       ) 3
 MN0648
 MN0648.Superseded values are not recommended for survey control.
 MN0648
 MN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0648.See file dsdata.pdf to determine how the superseded data were derived.
 MN0648
 MN0648_MARKER: 51 = TANK
 MN0648
 MN0648  HISTORY     - Date     Condition        Report By
 MN0648  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0648  HISTORY     - 20030724 GOOD             NGS
 MN0648
 MN0648                          STATION DESCRIPTION
 MN0648
 MN0648'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0273 ***********************************************************************
 ML0273  DESIGNATION -  ML 11
 ML0273  PID         -  ML0273
 ML0273  STATE/COUNTY-  NE/HOWARD
 ML0273  COUNTRY     -  US
 ML0273  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0273
 ML0273                         *CURRENT SURVEY CONTROL
 ML0273  ______________________________________________________________________
 ML0273* NAD 83(1995) POSITION- 41 06 24.36105(N) 098 27 22.83107(W)   ADJUSTED
 ML0273* NAVD 88 ORTHO HEIGHT -   600.953 (meters)     1971.63  (feet) ADJUSTED
 ML0273  ______________________________________________________________________
 ML0273  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 ML0273  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 ML0273  DYNAMIC HEIGHT  -        600.644 (meters)     1970.61  (feet) COMP
 ML0273  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 ML0273
 ML0273  HORZ ORDER      -  SECOND
 ML0273  VERT ORDER      -  SECOND    CLASS 0
 ML0273
 ML0273.The horizontal coordinates were established by classical geodetic methods
 ML0273.and adjusted by the National Geodetic Survey in August 1997.
 ML0273
 ML0273.The orthometric height was determined by differential leveling and
 ML0273.adjusted by the NATIONAL GEODETIC SURVEY
 ML0273.in June 1991.
 ML0273
 ML0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0273.GEOID18 height accuracy estimate available here.
 ML0273
 ML0273.Click photographs - Photos may exist for this station.
 ML0273
 ML0273.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0273
 ML0273.The dynamic height is computed by dividing the NAVD 88
 ML0273.geopotential number by the normal gravity value computed on the
 ML0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0273.degrees latitude (g = 980.6199 gals.).
 ML0273
 ML0273.The modeled gravity was interpolated from observed gravity values.
 ML0273
 ML0273. The following values were computed from the NAD 83(1995) position.
 ML0273
 ML0273;                    North         East     Units Scale Factor Converg.
 ML0273;SPC NE       -   142,541.388   629,618.123   MT  0.99968271   +1 01 22.7
 ML0273;SPC NE       -   467,654.54  2,065,672.13   sFT  0.99968271   +1 01 22.7
 ML0273;UTM  14      - 4,550,751.708   545,648.707   MT  0.99962565   +0 21 26.8
 ML0273
 ML0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0273!SPC NE       -   0.99990963  x   0.99968271  =   0.99959236
 ML0273!UTM  14      -   0.99990963  x   0.99962565  =   0.99953531
 ML0273
 ML0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4564850751(NAD 83)
 ML0273
 ML0273                          SUPERSEDED SURVEY CONTROL
 ML0273
 ML0273  NAD 83(1986)-  41 06 24.36849(N)    098 27 22.83387(W) AD(       ) 2
 ML0273  NAD 27      -  41 06 24.31800(N)    098 27 21.58600(W) AD(       ) 2
 ML0273  NGVD 29 (??/??/92)  600.701  (m)         1970.80   (f) ADJ UNCH    2 0
 ML0273  NGVD 29             600.70   (m)         1970.8    (f) LEVELING    3  
 ML0273
 ML0273.Superseded values are not recommended for survey control.
 ML0273
 ML0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0273.See file dsdata.pdf to determine how the superseded data were derived.
 ML0273
 ML0273_MARKER: DB = BENCH MARK DISK
 ML0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0273_STAMPING: ML-11-14
 ML0273_PROJECTION: FLUSH
 ML0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0273+STABILITY: SURFACE MOTION
 ML0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0273+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2015
 ML0273
 ML0273  HISTORY     - Date     Condition        Report By
 ML0273  HISTORY     - 1950     MONUMENTED       BOR
 ML0273  HISTORY     - 1949     GOOD             CGS
 ML0273  HISTORY     - 20150418 GOOD             USACEO
 ML0273
 ML0273                          STATION DESCRIPTION
 ML0273
 ML0273'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 ML0273'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ST. PAUL ON A HIGH
 ML0273'SAND HILL.  IT IS A STANDARD U.S. BUREAU RECLAMATION BENCH MARK
 ML0273'DISK SET IN A 4 X 4 CONCRETE POST.  IT IS 17 FEET NORTH OF A
 ML0273'TRACK ROAD AND 2 FEET NORTHWEST OF A 2 X 4 WHITE WITNESS POST.
 ML0273'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 ML0273'ML-11-14.
 ML0273'
 ML0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 ML0273'STATE ROUTE 92 ABOUT 2 MILES SOUTH OF ST. PAUL, GO SOUTH ON U.S.
 ML0273'HIGHWAY 281 FOR 6.94 MILES TO STATE ROUTE 58.  TURN RIGHT (WEST)
 ML0273'ON STATE ROUTE 58 AND GO 4.6 MILES TO A GATE ON THE RIGHT SIDE
 ML0273'OF ROAD.  PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHEASTERLY
 ML0273'UP HILL FOR 0.1 MILE TO STATION AS DESCRIBED.
 ML0273'
 ML0273'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML0273'POMPEY 2 1950 TO BM. ML-11-14 (USBR) AND THE DISTANCE IS
 ML0273'21.194 METERS OR 69.53 FEET.
 ML0273
 ML0273                          STATION RECOVERY (1949)
 ML0273
 ML0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 ML0273'5.1 MI SE FROM DANNEBROG.
 ML0273'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0273'STATION AT DANNEBROG, THENCE 4.8 MILES SOUTHEAST ALONG STATE
 ML0273'HIGHWAY NO. 58, ON THE TOP OF A SAND HILL, 531 FEET NORTH OF THE
 ML0273'CENTER LINE OF THE HIGHWAY AT A POINT 0.2 MILE EAST OF THE
 ML0273'SOUTHWEST CORNER OF SECTION 10, T. 13 N., R. 10 W., 82.4 FEET
 ML0273'WEST OF A NORTH-SOUTH FENCE, 493 FEET NORTH OF THE NORTH
 ML0273'RIGHT-OF-WAY FENCE, 12 FEET NORTHWEST OF THE CENTER LINE OF A
 ML0273'FIELD ROAD LEADING SOUTHWEST TO A GATE, 2 FEET NORTHWEST OF A
 ML0273'2 IN X 4 IN POST PAINTED ML-11-14, SET IN THE TOP OF A CONCRETE
 ML0273'POST AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS MARK IS
 ML0273'LOCATED 0.8 MILE WEST OF BENCH MARK K 283.
 ML0273
 ML0273                          STATION RECOVERY (2015)
 ML0273
 ML0273'RECOVERY NOTE BY USACE OMAHA 2015 (MFT)
 ML0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0162 ***********************************************************************
 ML0162  DESIGNATION -  ML 11
 ML0162  PID         -  ML0162
 ML0162  STATE/COUNTY-  NE/HOWARD
 ML0162  COUNTRY     -  US
 ML0162  USGS QUAD   -  WOLBACH SW (2017)
 ML0162
 ML0162                         *CURRENT SURVEY CONTROL
 ML0162  ______________________________________________________________________
 ML0162* NAD 83(1995) POSITION- 41 17 07.44684(N) 098 26 59.34546(W)   ADJUSTED
 ML0162* NAVD 88 ORTHO HEIGHT -   592.345 (meters)     1943.39  (feet) ADJUSTED
 ML0162  ______________________________________________________________________
 ML0162  GEOID HEIGHT    -        -24.591 (meters)                     GEOID18
 ML0162  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 ML0162  DYNAMIC HEIGHT  -        592.050 (meters)     1942.42  (feet) COMP
 ML0162  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 ML0162
 ML0162  HORZ ORDER      -  SECOND
 ML0162  VERT ORDER      -  SECOND    CLASS 0
 ML0162
 ML0162.The horizontal coordinates were established by classical geodetic methods
 ML0162.and adjusted by the National Geodetic Survey in August 1997.
 ML0162
 ML0162.The orthometric height was determined by differential leveling and
 ML0162.adjusted by the NATIONAL GEODETIC SURVEY
 ML0162.in June 1991.
 ML0162
 ML0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0162.GEOID18 height accuracy estimate available here.
 ML0162
 ML0162.Click photographs - Photos may exist for this station.
 ML0162
 ML0162.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0162
 ML0162.The dynamic height is computed by dividing the NAVD 88
 ML0162.geopotential number by the normal gravity value computed on the
 ML0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0162.degrees latitude (g = 980.6199 gals.).
 ML0162
 ML0162.The modeled gravity was interpolated from observed gravity values.
 ML0162
 ML0162. The following values were computed from the NAD 83(1995) position.
 ML0162
 ML0162;                    North         East     Units Scale Factor Converg.
 ML0162;SPC NE       -   162,380.310   629,810.284   MT  0.99966596   +1 01 38.3
 ML0162;SPC NE       -   532,742.73  2,066,302.57   sFT  0.99966596   +1 01 38.3
 ML0162;UTM  14      - 4,570,586.119   546,071.058   MT  0.99962612   +0 21 46.9
 ML0162
 ML0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0162!SPC NE       -   0.99991095  x   0.99966596  =   0.99957694
 ML0162!UTM  14      -   0.99991095  x   0.99962612  =   0.99953711
 ML0162
 ML0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4607170586(NAD 83)
 ML0162
 ML0162                          SUPERSEDED SURVEY CONTROL
 ML0162
 ML0162  NAD 83(1986)-  41 17 07.45315(N)    098 26 59.34864(W) AD(       ) 2
 ML0162  NAD 27      -  41 17 07.40700(N)    098 26 58.09800(W) AD(       ) 2
 ML0162  NGVD 29 (??/??/92)  592.103  (m)         1942.59   (f) ADJ UNCH    2 0
 ML0162  NGVD 29             591.84   (m)         1941.7    (f) LEVELING    3  
 ML0162
 ML0162.Superseded values are not recommended for survey control.
 ML0162
 ML0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0162.See file dsdata.pdf to determine how the superseded data were derived.
 ML0162
 ML0162_MARKER: DD = SURVEY DISK
 ML0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0162_STAMPING: ML 11-21
 ML0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0162+STABILITY: SURFACE MOTION
 ML0162
 ML0162  HISTORY     - Date     Condition        Report By
 ML0162  HISTORY     - 1950     MONUMENTED       BOR
 ML0162  HISTORY     - 1950     GOOD             CGS
 ML0162  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ML0162
 ML0162                          STATION DESCRIPTION
 ML0162
 ML0162'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 ML0162'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL, ALONG
 ML0162'THE WEST SIDE OF U.S. HIGHWAY 281 AND AT THE SOUTH END OF A
 ML0162'CURVE IN THE HIGHWAY.  IT IS 68 FEET NORTH OF A POWERLINE POLE,
 ML0162'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE
 ML0162'RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 ML0162'THE MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK SET IN AN
 ML0162'8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND
 ML0162'THE DISK IS STAMPED ML-11-21.
 ML0162'
 ML0162'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML0162'POLE TO ML-11-21.  IT IS 30.094 METERS OR 98.73 FEET NORTHWEST
 ML0162'OF THE STATION.
 ML0162'
 ML0162'TO REACH FROM THE JUNCTION OF HIGHWAYS 92 AND 281 AT THE NORTHEAST
 ML0162'EDGE OF ST. PAUL, TAKE THE RIGHT FORK (HIGHWAY 281) AND GO
 ML0162'NORTH 3.1 MILES TO A STEEL BRIDGE OVER THE LOUP RIVER, CONTINUE
 ML0162'NORTH 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTH ON HIGHWAY
 ML0162'281 1.0 MILE TO THE TOP OF RIDGE AND THE STATION ON THE LEFT OR
 ML0162'WEST SIDE OF THE ROAD.
 ML0162
 ML0162                          STATION RECOVERY (1950)
 ML0162
 ML0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0162'5.6 MI N FROM ST PAUL.
 ML0162'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0162'ST. PAUL, THENCE 5.3 MILES NORTH ALONG U.S. HIGHWAY 281, ALONG
 ML0162'A RIDGE, 1.7 MILES NORTH OF THE BRIDGE OVER THE NORTH LOUP RIVER,
 ML0162'67 FEET NORTH OF A POWER POLE, 31 FEET WEST OF THE CENTER LINE OF
 ML0162'THE HIGHWAY, 1.2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 ML0162'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0162'0.2 FOOT ABOVE THE GROUND.
 ML0162
 ML0162                          STATION RECOVERY (1956)
 ML0162
 ML0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ML0162'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN
 ML0162'GOOD CONDITION.  THIS MARK WAS MOVED BECAUSE OF HIGHWAY
 ML0162'CONSTRUCTION.  IT IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL ALONG
 ML0162'THE WEST SIDE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 281.  IT
 ML0162'IS 139.6 FEET NORTH OF REFERENCE MARK NO. 2 FOR STATION POLE 2
 ML0162'1956, 61 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281 IN THE
 ML0162'RIGHT-OF-WAY FENCELINE, AND FLUSH WITH THE SURFACE OF THE
 ML0162'GROUND.  THE MARK IS A BUREAU OF RECLAMATION BENCH MARK SET
 ML0162'IN AN 8 X 8 INCH SQUARE CONCRETE POST AND THE DISK IS
 ML0162'STAMPED ML-11-21.
 ML0162'
 ML0162'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POLE
 ML0162'2 1956 TO ML-11-21.  IT IS 44.553 METERS OR 146.17 FEET
 ML0162'WEST-NORTHWEST FROM STATION POLE 2 1956.
 ML0162'
 ML0162'TO REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO EAST
 ML0162'ON MAIN ST. FOR 0.3 MILE TO U.S. HIGHWAY 281.  TURN LEFT AND
 ML0162'GO NORTH ON U.S. HIGHWAY 281 FOR 5.0 MILES TO THE STATION ON
 ML0162'THE LEFT OR WEST SIDE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0423 ***********************************************************************
 ML0423  DESIGNATION -  ML 11
 ML0423  PID         -  ML0423
 ML0423  STATE/COUNTY-  NE/HOWARD
 ML0423  COUNTRY     -  US
 ML0423  USGS QUAD   -  NYSTED (2017)
 ML0423
 ML0423                         *CURRENT SURVEY CONTROL
 ML0423  ______________________________________________________________________
 ML0423* NAD 83(1986) POSITION- 41 08 15.     (N) 098 31 23.     (W)   SCALED
 ML0423* NAVD 88 ORTHO HEIGHT -   575.942 (meters)     1889.57  (feet) ADJUSTED
 ML0423  ______________________________________________________________________
 ML0423  GEOID HEIGHT    -        -24.618 (meters)                     GEOID18
 ML0423  DYNAMIC HEIGHT  -        575.648 (meters)     1888.61  (feet) COMP
 ML0423  MODELED GRAVITY -    980,095.0   (mgal)                       NAVD 88
 ML0423
 ML0423  VERT ORDER      -  SECOND    CLASS 0
 ML0423
 ML0423.The horizontal coordinates were scaled from a map and have
 ML0423.an estimated accuracy of +/- 6 seconds.
 ML0423
 ML0423.The orthometric height was determined by differential leveling and
 ML0423.adjusted by the NATIONAL GEODETIC SURVEY
 ML0423.in June 1991.
 ML0423
 ML0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0423.GEOID18 height accuracy estimate available here.
 ML0423
 ML0423.Click photographs - Photos may exist for this station.
 ML0423
 ML0423.The dynamic height is computed by dividing the NAVD 88
 ML0423.geopotential number by the normal gravity value computed on the
 ML0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0423.degrees latitude (g = 980.6199 gals.).
 ML0423
 ML0423.The modeled gravity was interpolated from observed gravity values.
 ML0423
 ML0423;                    North         East    Units  Estimated Accuracy
 ML0423;SPC NE       -   145,860.      623,960.      MT  (+/- 180 meters Scaled)
 ML0423
 ML0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL400541(NAD 83)
 ML0423
 ML0423                          SUPERSEDED SURVEY CONTROL
 ML0423
 ML0423  NGVD 29 (??/??/92)  575.698  (m)         1888.77   (f) ADJ UNCH    2 0
 ML0423
 ML0423.Superseded values are not recommended for survey control.
 ML0423
 ML0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0423.See file dsdata.pdf to determine how the superseded data were derived.
 ML0423
 ML0423_MARKER: DB = BENCH MARK DISK
 ML0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0423_STAMPING: ML-11-15
 ML0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0423+STABILITY: SURFACE MOTION
 ML0423
 ML0423  HISTORY     - Date     Condition        Report By
 ML0423  HISTORY     - UNK      MONUMENTED       BOR
 ML0423  HISTORY     - 1949     GOOD             CGS
 ML0423
 ML0423                          STATION DESCRIPTION
 ML0423
 ML0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0423'1.9 MI NE FROM DANNEBROG.
 ML0423'1.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0423'STATION AT DANNEBROG, ON THE TOP OF A SAND HILL, 403 FEET
 ML0423'NORTHWEST OF THE CENTER LINE OF A COUNTY ROAD, 329 FEET
 ML0423'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 117.8 FEET
 ML0423'SOUTHEAST OF A CORNER FENCE POST, 112 FEET SOUTH OF A POINT
 ML0423'IN LINE WITH AN EAST-WEST FENCE, 39 FEET EAST OF A POINT IN
 ML0423'LINE WITH A NORTH-SOUTH FENCE, 2.5 FEET SOUTHEAST OF A 2 IN
 ML0423'X 4 IN POST PAINTED ML-11-15, SET IN THE TOP OF A CONCRETE POST
 ML0423'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1101 ***********************************************************************
 ML1101  DESIGNATION -  ML 11 10
 ML1101  PID         -  ML1101
 ML1101  STATE/COUNTY-  NE/HALL
 ML1101  COUNTRY     -  US
 ML1101  USGS QUAD   -  DANNEBROG (2017)
 ML1101
 ML1101                         *CURRENT SURVEY CONTROL
 ML1101  ______________________________________________________________________
 ML1101* NAD 83(1995) POSITION- 41 02 14.35929(N) 098 34 52.19745(W)   ADJUSTED
 ML1101* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 ML1101  ______________________________________________________________________
 ML1101  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 ML1101  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 ML1101  HORZ ORDER      -  THIRD
 ML1101
 ML1101.The horizontal coordinates were established by classical geodetic methods
 ML1101.and adjusted by the National Geodetic Survey in August 1997.
 ML1101
 ML1101.The orthometric height was scaled from a topographic map.
 ML1101
 ML1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1101.GEOID18 height accuracy estimate available here.
 ML1101
 ML1101.Click photographs - Photos may exist for this station.
 ML1101
 ML1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1101
 ML1101. The following values were computed from the NAD 83(1995) position.
 ML1101
 ML1101;                    North         East     Units Scale Factor Converg.
 ML1101;SPC NE       -   134,653.041   619,264.381   MT  0.99969182   +0 56 24.9
 ML1101;SPC NE       -   441,774.19  2,031,703.22   sFT  0.99969182   +0 56 24.9
 ML1101;UTM  14      - 4,542,984.656   535,204.751   MT  0.99961525   +0 16 30.0
 ML1101
 ML1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1101!SPC NE       -   0.99990766  x   0.99969182  =   0.99959951
 ML1101!UTM  14      -   0.99990766  x   0.99961525  =   0.99952295
 ML1101
 ML1101:                Primary Azimuth Mark                     Grid Az
 ML1101:SPC NE       -  ML 11 10 AZ MK                           229 50 02.8
 ML1101:UTM  14      -  ML 11 10 AZ MK                           230 29 57.7
 ML1101
 ML1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3520442984(NAD 83)
 ML1101
 ML1101|---------------------------------------------------------------------|
 ML1101| PID    Reference Object                     Distance      Geod. Az  |
 ML1101|                                                           dddmmss.s |
 ML1101| ML1102 DANNEBROG MUNICIPAL TANK            APPROX. 9.4 KM 0182141.6 |
 ML1101| ML1087 ST PAUL REA RADIO MAST              APPROX.21.9 KM 0211829.3 |
 ML1101| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX.22.3 KM 0274003.7 |
 ML1101| ML1081 CLEVELAND TWP KAC 37 ATT CO TR      APPROX.13.0 KM 0535858.9 |
 ML1101| CO1844 ML 11 10 RM 1                        21.099 METERS 11123     |
 ML1101| ML1100 CAIRO MUNICIPAL TANK                APPROX. 4.5 KM 2081720.1 |
 ML1101| CO1845 ML 11 10 RM 2                        14.728 METERS 21456     |
 ML1101| CO1843 ML 11 10 AZ MK                                     2304627.7 |
 ML1101| ML1107 FARWELL MUNICIPAL TANK              APPROX.19.9 KM 3491243.2 |
 ML1101|---------------------------------------------------------------------|
 ML1101
 ML1101                          SUPERSEDED SURVEY CONTROL
 ML1101
 ML1101  NAD 83(1986)-  41 02 14.36591(N)    098 34 52.20087(W) AD(       ) 3
 ML1101  NAD 27      -  41 02 14.31500(N)    098 34 50.94500(W) AD(       ) 3
 ML1101
 ML1101.Superseded values are not recommended for survey control.
 ML1101
 ML1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1101.See file dsdata.pdf to determine how the superseded data were derived.
 ML1101
 ML1101_MARKER: DB = BENCH MARK DISK
 ML1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1101_STAMPING: ML 11 10
 ML1101_MARK LOGO: BOR
 ML1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1101+STABILITY: SURFACE MOTION
 ML1101
 ML1101  HISTORY     - Date     Condition        Report By
 ML1101  HISTORY     - 1951     MONUMENTED       BOR
 ML1101
 ML1101                          STATION DESCRIPTION
 ML1101
 ML1101'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1101'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF DANNEBROG AND
 ML1101'3 MILES NORTH-NORTHEAST OF CAIRO.  IT IS ON THE HIGHEST POINT
 ML1101'OF A GRASS COVERED SAND HILL AND 3 FEET NORTHEAST OF A 2X4
 ML1101'WITNESS POST.  IT IS ON LAND OWNED BY MR. JACOB BRANDT.
 ML1101'
 ML1101'A BUREAU OF RECLAMATION BENCH MARK WAS USED FOR THE STATION.
 ML1101'IT IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK SET
 ML1101'IN THE TOP OF AN 8 INCH SQUARE POST.  IT IS STAMPED ML 11 10
 ML1101'AND PROJECTS 4 INCHES.
 ML1101'
 ML1101'REFERENCE MARK NO. 1 IS ABOUT 1.5 FEET LOWER THAN THE STATION.
 ML1101'IT IS STAMPED ML 11 10 NO 1 1951 AND PROJECTS 5 INCHES.
 ML1101'
 ML1101'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 ML1101'IT IS STAMPED ML 11 10 NO 2 1951 AND PROJECTS 7 INCHES.
 ML1101'
 ML1101'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1101'NO. 2 IS 93.2 FEET.
 ML1101'
 ML1101'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 36 FEET
 ML1101'EAST OF THE EAST END OF A WIRE GATE, 30 FEET NORTH OF THE
 ML1101'CENTER OF AN EAST-WEST TRACK ROAD AND 1.5 FEET EAST OF A WITNESS
 ML1101'POST.  IT IS STAMPED ML 11 10 1951 AND PROJECTS 7 INCHES.
 ML1101'
 ML1101'TO REACH THE STATION FROM THE POST OFFICE IN CAIRO, GO NORTH
 ML1101'FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAYS 2 AND 60,
 ML1101'CONTINUE NORTH ON STATE HIGHWAY 60 FOR 2.1 MILES TO A CROSSROAD.
 ML1101'TURN RIGHT AND GO EAST ON UNIMPROVED TRACK ROAD FOR 1.0 MILE
 ML1101'TO A CROSSROAD AND A WIRE GATE IN THE NORTHEAST ANGLE AND
 ML1101'THE AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE GATE AND
 ML1101'GO NORTHEAST ACROSS THE PASTURE FOR 0.6 MILE TO THE HIGHEST
 ML1101'POINT OF THE HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1085 ***********************************************************************
 ML1085  DESIGNATION -  ML 11 18
 ML1085  PID         -  ML1085
 ML1085  STATE/COUNTY-  NE/HOWARD
 ML1085  COUNTRY     -  US
 ML1085  USGS QUAD   -  SAINT PAUL (2017)
 ML1085
 ML1085                         *CURRENT SURVEY CONTROL
 ML1085  ______________________________________________________________________
 ML1085* NAD 83(1995) POSITION- 41 12 54.64849(N) 098 23 58.89693(W)   ADJUSTED
 ML1085* NAVD 88 ORTHO HEIGHT -   589.    (meters)     1932.    (feet) SCALED
 ML1085  ______________________________________________________________________
 ML1085  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 ML1085  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 ML1085  HORZ ORDER      -  SECOND
 ML1085
 ML1085.The horizontal coordinates were established by classical geodetic methods
 ML1085.and adjusted by the National Geodetic Survey in August 1997.
 ML1085
 ML1085.The orthometric height was scaled from a topographic map.
 ML1085
 ML1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1085.GEOID18 height accuracy estimate available here.
 ML1085
 ML1085.Click photographs - Photos may exist for this station.
 ML1085
 ML1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1085
 ML1085. The following values were computed from the NAD 83(1995) position.
 ML1085
 ML1085;                    North         East     Units Scale Factor Converg.
 ML1085;SPC NE       -   154,661.964   634,151.478   MT  0.99967139   +1 03 37.9
 ML1085;SPC NE       -   507,420.13  2,080,545.31   sFT  0.99967139   +1 03 37.9
 ML1085;UTM  14      - 4,562,818.246   550,322.261   MT  0.99963117   +0 23 44.0
 ML1085
 ML1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1085!SPC NE       -   0.99991146  x   0.99967139  =   0.99958288
 ML1085!UTM  14      -   0.99991146  x   0.99963117  =   0.99954266
 ML1085
 ML1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5032262818(NAD 83)
 ML1085
 ML1085                          SUPERSEDED SURVEY CONTROL
 ML1085
 ML1085  NAD 83(1986)-  41 12 54.65506(N)    098 23 58.90033(W) AD(       ) 2
 ML1085  NAD 27      -  41 12 54.60100(N)    098 23 57.66100(W) AD(       ) 2
 ML1085
 ML1085.Superseded values are not recommended for survey control.
 ML1085
 ML1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1085.See file dsdata.pdf to determine how the superseded data were derived.
 ML1085
 ML1085_MARKER: DD = SURVEY DISK
 ML1085_SETTING: 0 = UNSPECIFIED SETTING
 ML1085
 ML1085  HISTORY     - Date     Condition        Report By
 ML1085  HISTORY     - 1950     MONUMENTED       CGS
 ML1085
 ML1085                          STATION DESCRIPTION
 ML1085
 ML1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1085'STATION IS LOCATED ABOUT 3 MILES EAST OF ST. PAUL ON THE HIGHEST
 ML1085'OF A GROUP OF ROLLING SAND HILLS IN PASTURE LAND.  STATION
 ML1085'MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED ML-11-18.
 ML1085'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION JARERZ
 ML1085'TO STATION AND THE DISTANCE IS 11.782 METERS (38.65 FEET)
 ML1085'NORTH NORTHWEST OF STATION.
 ML1085'
 ML1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 ML1085'ROUTE 92 IN THE NORTHEAST PART OF ST. PAUL GO SOUTH ON U.S.
 ML1085'HIGHWAY 281 AND STATE ROUTE 92 FOR 1.4 MILES TO SIDE ROAD LEFT AT
 ML1085'THE SOUTH END OF THE LOUP RIVER BRIDGE.  TURN LEFT AND GO EAST
 ML1085'FOR 0.15 MILE TO FORK.  TAKE LEFT FORK AND GO 1.2 MILES TO SIDE
 ML1085'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO GATE ON
 ML1085'LEFT JUST BEFORE ROAD CURVES RIGHT.  PASS THROUGH GATE AND
 ML1085'GO NORTH ALONG WEST SIDE OF FENCE FOR 0.2 MILE TO GATE.  TURN
 ML1085'RIGHT THROUGH GATE AND GO EAST FOR ABOUT 0.1 MILE.  BEAR
 ML1085'LEFT AND GO EAST NORTHEAST ACROSS HILLY PASTURE LAND FOR
 ML1085'ABOUT 0.4 MILE TO HIGHEST HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0161 ***********************************************************************
 ML0161  DESIGNATION -  ML 11 21 RESET
 ML0161  PID         -  ML0161
 ML0161  STATE/COUNTY-  NE/HOWARD
 ML0161  COUNTRY     -  US
 ML0161  USGS QUAD   -  WOLBACH SW (2017)
 ML0161
 ML0161                         *CURRENT SURVEY CONTROL
 ML0161  ______________________________________________________________________
 ML0161* NAD 83(1986) POSITION- 41 17 08.     (N) 098 26 59.     (W)   SCALED
 ML0161* NAVD 88 ORTHO HEIGHT -   592.08  (+/-2cm)     1942.5   (feet) VERTCON
 ML0161  ______________________________________________________________________
 ML0161  GEOID HEIGHT    -        -24.591 (meters)                     GEOID18
 ML0161  VERT ORDER      -  THIRD (See Below)
 ML0161
 ML0161.The horizontal coordinates were scaled from a map and have
 ML0161.an estimated accuracy of +/- 6 seconds.
 ML0161
 ML0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0161
 ML0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0161.GEOID18 height accuracy estimate available here.
 ML0161
 ML0161.The vertical order pertains to the NGVD 29 superseded value.
 ML0161
 ML0161.Click photographs - Photos may exist for this station.
 ML0161
 ML0161;                    North         East    Units  Estimated Accuracy
 ML0161;SPC NE       -   162,400.      629,820.      MT  (+/- 180 meters Scaled)
 ML0161
 ML0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460706(NAD 83)
 ML0161
 ML0161                          SUPERSEDED SURVEY CONTROL
 ML0161
 ML0161  NGVD 29 (??/??/??)  591.84   (m)         1941.7    (f) RESET       3  
 ML0161
 ML0161.Superseded values are not recommended for survey control.
 ML0161
 ML0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0161.See file dsdata.pdf to determine how the superseded data were derived.
 ML0161
 ML0161_MARKER: DD = SURVEY DISK
 ML0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0161_STAMPING: ML 11-21 RESET
 ML0161_PROJECTION: FLUSH
 ML0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0161+STABILITY: SURFACE MOTION
 ML0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0161+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0161
 ML0161  HISTORY     - Date     Condition        Report By
 ML0161  HISTORY     - UNK      MONUMENTED       BOR
 ML0161  HISTORY     - 1956     GOOD             CGS
 ML0161  HISTORY     - 1956     GOOD             CGS
 ML0161  HISTORY     - 20100601 GOOD             NEGS
 ML0161
 ML0161                          STATION DESCRIPTION
 ML0161
 ML0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0161'5 MI N FROM ST PAUL.
 ML0161'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0161'EAST ON THE MAIN STREET FOR 0.3 MILE, THENCE NORTH ALONG U.S.
 ML0161'HIGHWAY 281 FOR 5.0 MILES.  THE MARK IS 1.6 MILES NORTH ALONG
 ML0161'U.S. HIGHWAY 281 FROM THE NORTH LOUP RIVER BRIDGE, 146.17 FEET
 ML0161'WEST-NORTHWEST OF TRIANGULATION STATION POLE 2 1956, 139.6 FEET
 ML0161'NORTH OF POLE 2 REFERENCE MARK NO. 2 1956, AND 61 FEET WEST OF
 ML0161'THE CENTERLINE OF U.S. HIGHWAY 281 IN THE RIGHT-OF-WAY FENCELINE.
 ML0161'THE DISK, A STANDARD U.S. BUREAU OF RECLAMATION DISK, SET IN THE
 ML0161'TOP OF AN 8 X 8 INCH CONCRETE POST WHICH IS FLUSH WITH SURFACE
 ML0161'OF THE GROUND IS STAMPED ML 11 21.
 ML0161
 ML0161                          STATION RECOVERY (1956)
 ML0161
 ML0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 ML0161'RECOVERED IN GOOD CONDITION.
 ML0161
 ML0161                          STATION RECOVERY (2010)
 ML0161
 ML0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1103 ***********************************************************************
 ML1103  DESIGNATION -  ML 11 6
 ML1103  PID         -  ML1103
 ML1103  STATE/COUNTY-  NE/BUFFALO
 ML1103  COUNTRY     -  US
 ML1103  USGS QUAD   -  BOELUS (2017)
 ML1103
 ML1103                         *CURRENT SURVEY CONTROL
 ML1103  ______________________________________________________________________
 ML1103* NAD 83(1995) POSITION- 41 01 22.91476(N) 098 43 27.05979(W)   ADJUSTED
 ML1103* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 ML1103  ______________________________________________________________________
 ML1103  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 ML1103  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 ML1103  HORZ ORDER      -  THIRD
 ML1103
 ML1103.The horizontal coordinates were established by classical geodetic methods
 ML1103.and adjusted by the National Geodetic Survey in August 1997.
 ML1103
 ML1103.The orthometric height was scaled from a topographic map.
 ML1103
 ML1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1103.GEOID18 height accuracy estimate available here.
 ML1103
 ML1103.Click photographs - Photos may exist for this station.
 ML1103
 ML1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1103
 ML1103. The following values were computed from the NAD 83(1995) position.
 ML1103
 ML1103;                    North         East     Units Scale Factor Converg.
 ML1103;SPC NE       -   132,879.374   607,266.960   MT  0.99969387   +0 50 43.7
 ML1103;SPC NE       -   435,955.08  1,992,341.68   sFT  0.99969387   +0 50 43.7
 ML1103;UTM  14      - 4,541,350.458   523,188.545   MT  0.99960662   +0 10 51.7
 ML1103
 ML1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1103!SPC NE       -   0.99990404  x   0.99969387  =   0.99959794
 ML1103!UTM  14      -   0.99990404  x   0.99960662  =   0.99951070
 ML1103
 ML1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2318841350(NAD 83)
 ML1103
 ML1103                          SUPERSEDED SURVEY CONTROL
 ML1103
 ML1103  NAD 83(1986)-  41 01 22.92145(N)    098 43 27.06124(W) AD(       ) 3
 ML1103  NAD 27      -  41 01 22.87200(N)    098 43 25.79400(W) AD(       ) 3
 ML1103
 ML1103.Superseded values are not recommended for survey control.
 ML1103
 ML1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1103.See file dsdata.pdf to determine how the superseded data were derived.
 ML1103
 ML1103_MARKER: DD = SURVEY DISK
 ML1103_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1103_STAMPING: M-L-11-6
 ML1103_MARK LOGO: BOR
 ML1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1103
 ML1103  HISTORY     - Date     Condition        Report By
 ML1103  HISTORY     - UNK      MONUMENTED       BOR
 ML1103  HISTORY     - 1950     GOOD             CGS
 ML1103
 ML1103                          STATION DESCRIPTION
 ML1103
 ML1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1103'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 1 MILE NORTH OF
 ML1103'CAIRO ON A SAND HILL.  IT IS A STANDARD U.S. BUREAU OF RECLAMATION
 ML1103'DISK SET IN A 4 X 4 CONCRETE POST.  IT IS APPROXIMATELY 0.3
 ML1103'MILE SOUTH OF A RAIL ROAD TRACK, 150 FEET SOUTH OF A STEEP
 ML1103'BLUFF AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ML1103'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED M-L-11-6.
 ML1103'
 ML1103'TO REACH THE STATION FROM THE DEPOT IN CAIRO, GO WEST ON STATE
 ML1103'ROUTE 2 FOR 7.2 MILES TO A CROSSROADS.  TURN RIGHT (NORTH) AND
 ML1103'GO 1.4 MILES TO A T-ROAD.  TURN RIGHT (EAST) FOR 0.35 MILE TO
 ML1103'A RAILROAD TRACK, CROSS TRACK AND GO NORTH FOR 0.4 MILE TO A
 ML1103'SIDE ROAD.  TURN EAST AND GO 0.25 MILE TO FORKS, TAKE RIGHT FORK
 ML1103'AND GO EASTERLY FOR 0.45 MILE TO A FARM YARD AND GATE.  PASS
 ML1103'THROUGH GATE AND FOLLOW TRACK ROAD 0.4 MILE TO A GATE JUST
 ML1103'BEFORE REACHING A RAILROAD TRACK.  PASS THROUGH GATE AND CROSS
 ML1103'TRACKS TO GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 ML1103'APPROXIMATELY 0.5 MILE.  LEAVE TRACK ROAD AND GO EASTERLY
 ML1103'AND NORTHERLY FOR APPROXIMATELY 0.3 MILE TO THE TOP OF THE
 ML1103'MOST PROMINENT HILL IN THE VICINITY AND STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0291 ***********************************************************************
 ML0291  DESIGNATION -  ML 16 1
 ML0291  PID         -  ML0291
 ML0291  STATE/COUNTY-  NE/SHERMAN
 ML0291  COUNTRY     -  US
 ML0291  USGS QUAD   -  LOUP CITY (2017)
 ML0291
 ML0291                         *CURRENT SURVEY CONTROL
 ML0291  ______________________________________________________________________
 ML0291* NAD 83(1986) POSITION- 41 18 27.     (N) 098 59 21.     (W)   SCALED
 ML0291* NAVD 88 ORTHO HEIGHT -   644.357 (meters)     2114.03  (feet) ADJUSTED
 ML0291  ______________________________________________________________________
 ML0291  GEOID HEIGHT    -        -23.899 (meters)                     GEOID18
 ML0291  DYNAMIC HEIGHT  -        644.025 (meters)     2112.94  (feet) COMP
 ML0291  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 ML0291
 ML0291  VERT ORDER      -  FIRST     CLASS II
 ML0291
 ML0291.The horizontal coordinates were scaled from a map and have
 ML0291.an estimated accuracy of +/- 6 seconds.
 ML0291
 ML0291.The orthometric height was determined by differential leveling and
 ML0291.adjusted by the NATIONAL GEODETIC SURVEY
 ML0291.in June 1991.
 ML0291
 ML0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0291.GEOID18 height accuracy estimate available here.
 ML0291
 ML0291.Click photographs - Photos may exist for this station.
 ML0291
 ML0291.The dynamic height is computed by dividing the NAVD 88
 ML0291.geopotential number by the normal gravity value computed on the
 ML0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0291.degrees latitude (g = 980.6199 gals.).
 ML0291
 ML0291.The modeled gravity was interpolated from observed gravity values.
 ML0291
 ML0291;                    North         East    Units  Estimated Accuracy
 ML0291;SPC NE       -   164,170.      584,620.      MT  (+/- 180 meters Scaled)
 ML0291
 ML0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL009728(NAD 83)
 ML0291
 ML0291                          SUPERSEDED SURVEY CONTROL
 ML0291
 ML0291  NGVD 29 (??/??/92)  644.108  (m)         2113.21   (f) ADJ UNCH    1 2
 ML0291
 ML0291.Superseded values are not recommended for survey control.
 ML0291
 ML0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0291.See file dsdata.pdf to determine how the superseded data were derived.
 ML0291
 ML0291_MARKER: DB = BENCH MARK DISK
 ML0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0291_STAMPING: ML-16-1
 ML0291_MARK LOGO: BOR
 ML0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0291+STABILITY: SURFACE MOTION
 ML0291
 ML0291  HISTORY     - Date     Condition        Report By
 ML0291  HISTORY     - UNK      MONUMENTED       BOR
 ML0291  HISTORY     - 1953     GOOD             CGS
 ML0291  HISTORY     - 20090727 MARK NOT FOUND   NEDR
 ML0291  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0291
 ML0291                          STATION DESCRIPTION
 ML0291
 ML0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 ML0291'2.6 MI NW FROM LOUP CITY.
 ML0291'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0291'LOUP CITY, THENCE 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0291'76 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 ML0291'89 FEET SOUTHEAST OF A FENCE CORNER, 35 FEET NORTHEAST OF THE
 ML0291'CENTER LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF A TELEPHONE
 ML0291'POLE, 0.6 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A
 ML0291'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0291'0.2 FOOT ABOVE THE GROUND.
 ML0291
 ML0291                          STATION RECOVERY (2009)
 ML0291
 ML0291'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAM)
 ML0291'MARK IS BELIEVED DESTROYED DUE TO REALIGNMENT OF NEBRASKA HIGHWAY
 ML0291'58.OLD ALIGNMENT HAS BEEN ABANDONED AND CONVERTED TO CULTIVATED
 ML0291'FARMING.
 ML0291
 ML0291                          STATION RECOVERY (2009)
 ML0291
 ML0291'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0697 ***********************************************************************
 ML0697  DESIGNATION -  ML 16 2
 ML0697  PID         -  ML0697
 ML0697  STATE/COUNTY-  NE/SHERMAN
 ML0697  COUNTRY     -  US
 ML0697  USGS QUAD   -  ARCADIA SE (2017)
 ML0697
 ML0697                         *CURRENT SURVEY CONTROL
 ML0697  ______________________________________________________________________
 ML0697* NAD 83(1986) POSITION- 41 20 17.     (N) 099 00 56.     (W)   SCALED
 ML0697* NAVD 88 ORTHO HEIGHT -   651.691 (meters)     2138.09  (feet) ADJUSTED
 ML0697  ______________________________________________________________________
 ML0697  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 ML0697  DYNAMIC HEIGHT  -        651.356 (meters)     2136.99  (feet) COMP
 ML0697  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 ML0697
 ML0697  VERT ORDER      -  FIRST     CLASS II
 ML0697
 ML0697.The horizontal coordinates were scaled from a map and have
 ML0697.an estimated accuracy of +/- 6 seconds.
 ML0697
 ML0697.The orthometric height was determined by differential leveling and
 ML0697.adjusted by the NATIONAL GEODETIC SURVEY
 ML0697.in June 1991.
 ML0697
 ML0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0697.GEOID18 height accuracy estimate available here.
 ML0697
 ML0697.Click photographs - Photos may exist for this station.
 ML0697
 ML0697.The dynamic height is computed by dividing the NAVD 88
 ML0697.geopotential number by the normal gravity value computed on the
 ML0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0697.degrees latitude (g = 980.6199 gals.).
 ML0697
 ML0697.The modeled gravity was interpolated from observed gravity values.
 ML0697
 ML0697;                    North         East    Units  Estimated Accuracy
 ML0697;SPC NE       -   167,530.      582,370.      MT  (+/- 180 meters Scaled)
 ML0697
 ML0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML986762(NAD 83)
 ML0697
 ML0697                          SUPERSEDED SURVEY CONTROL
 ML0697
 ML0697  NGVD 29 (??/??/92)  651.441  (m)         2137.27   (f) ADJ UNCH    1 2
 ML0697
 ML0697.Superseded values are not recommended for survey control.
 ML0697
 ML0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0697.See file dsdata.pdf to determine how the superseded data were derived.
 ML0697
 ML0697_MARKER: DB = BENCH MARK DISK
 ML0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0697_STAMPING: ML-16-2
 ML0697_MARK LOGO: BOR
 ML0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0697+STABILITY: SURFACE MOTION
 ML0697
 ML0697  HISTORY     - Date     Condition        Report By
 ML0697  HISTORY     - UNK      MONUMENTED       BOR
 ML0697  HISTORY     - 1950     GOOD             CGS
 ML0697  HISTORY     - 20140501 MARK NOT FOUND   NEDR
 ML0697
 ML0697                          STATION DESCRIPTION
 ML0697
 ML0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0697'5.1 MI NW FROM LOUP CITY.
 ML0697'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0697'LOUP CITY, THENCE 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0697'AT A JUNCTION WITH A GRAVELED ROAD LEADING NORTHWEST, 25 FEET
 ML0697'WEST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHEAST OF
 ML0697'THE CENTER LINE OF THE GRAVELED ROAD, 106 FEET NORTH OF A
 ML0697'FENCE CORNER, 1 FOOT EAST OF A FENCE, 2.4 FEET SOUTH OF A
 ML0697'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0697'0.1 FOOT ABOVE THE GROUND.
 ML0697
 ML0697                          STATION RECOVERY (2014)
 ML0697
 ML0697'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (DAK)
 ML0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0695 ***********************************************************************
 ML0695  DESIGNATION -  ML 16 3
 ML0695  PID         -  ML0695
 ML0695  STATE/COUNTY-  NE/SHERMAN
 ML0695  COUNTRY     -  US
 ML0695  USGS QUAD   -  ARCADIA SE (2017)
 ML0695
 ML0695                         *CURRENT SURVEY CONTROL
 ML0695  ______________________________________________________________________
 ML0695* NAD 83(1986) POSITION- 41 21 56.     (N) 099 02 19.     (W)   SCALED
 ML0695* NAVD 88 ORTHO HEIGHT -   652.020 (meters)     2139.17  (feet) ADJUSTED
 ML0695  ______________________________________________________________________
 ML0695  GEOID HEIGHT    -        -23.780 (meters)                     GEOID18
 ML0695  DYNAMIC HEIGHT  -        651.688 (meters)     2138.08  (feet) COMP
 ML0695  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 ML0695
 ML0695  VERT ORDER      -  FIRST     CLASS II
 ML0695
 ML0695.The horizontal coordinates were scaled from a map and have
 ML0695.an estimated accuracy of +/- 6 seconds.
 ML0695
 ML0695.The orthometric height was determined by differential leveling and
 ML0695.adjusted by the NATIONAL GEODETIC SURVEY
 ML0695.in June 1991.
 ML0695
 ML0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0695.GEOID18 height accuracy estimate available here.
 ML0695
 ML0695.Click photographs - Photos may exist for this station.
 ML0695
 ML0695.The dynamic height is computed by dividing the NAVD 88
 ML0695.geopotential number by the normal gravity value computed on the
 ML0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0695.degrees latitude (g = 980.6199 gals.).
 ML0695
 ML0695.The modeled gravity was interpolated from observed gravity values.
 ML0695
 ML0695;                    North         East    Units  Estimated Accuracy
 ML0695;SPC NE       -   170,560.      580,410.      MT  (+/- 180 meters Scaled)
 ML0695
 ML0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML967793(NAD 83)
 ML0695
 ML0695                          SUPERSEDED SURVEY CONTROL
 ML0695
 ML0695  NGVD 29 (??/??/92)  651.772  (m)         2138.36   (f) ADJ UNCH    1 2
 ML0695
 ML0695.Superseded values are not recommended for survey control.
 ML0695
 ML0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0695.See file dsdata.pdf to determine how the superseded data were derived.
 ML0695
 ML0695_MARKER: DB = BENCH MARK DISK
 ML0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0695_STAMPING: ML-16-3
 ML0695_MARK LOGO: BOR
 ML0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0695+STABILITY: SURFACE MOTION
 ML0695
 ML0695  HISTORY     - Date     Condition        Report By
 ML0695  HISTORY     - UNK      MONUMENTED       BOR
 ML0695  HISTORY     - 1950     GOOD             CGS
 ML0695
 ML0695                          STATION DESCRIPTION
 ML0695
 ML0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0695'7.4 MI NW FROM LOUP CITY.
 ML0695'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT LOUP
 ML0695'CITY, THENCE 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 58, THENCE
 ML0695'2.25 MILES NORTHWEST ALONG A GRAVELED ROAD, 125 FEET NORTHEAST
 ML0695'OF THE CENTER LINE OF THE GRAVELED ROAD, 15 FEET SOUTH OF THE
 ML0695'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 85 FEET EAST OF A
 ML0695'POWER POLE, 1.4 FEET NORTH OF AN EAST AND WEST FENCE, 2.6 FEET
 ML0695'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0695'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0716 ***********************************************************************
 ML0716  DESIGNATION -  ML 16 5
 ML0716  PID         -  ML0716
 ML0716  STATE/COUNTY-  NE/VALLEY
 ML0716  COUNTRY     -  US
 ML0716  USGS QUAD   -  ARCADIA EAST (2017)
 ML0716
 ML0716                         *CURRENT SURVEY CONTROL
 ML0716  ______________________________________________________________________
 ML0716* NAD 83(1986) POSITION- 41 25 24.     (N) 099 05 30.     (W)   SCALED
 ML0716* NAVD 88 ORTHO HEIGHT -   661.262 (meters)     2169.49  (feet) ADJUSTED
 ML0716  ______________________________________________________________________
 ML0716  GEOID HEIGHT    -        -23.664 (meters)                     GEOID18
 ML0716  DYNAMIC HEIGHT  -        660.929 (meters)     2168.40  (feet) COMP
 ML0716  MODELED GRAVITY -    980,098.3   (mgal)                       NAVD 88
 ML0716
 ML0716  VERT ORDER      -  SECOND    CLASS 0
 ML0716
 ML0716.The horizontal coordinates were scaled from a map and have
 ML0716.an estimated accuracy of +/- 6 seconds.
 ML0716
 ML0716.The orthometric height was determined by differential leveling and
 ML0716.adjusted by the NATIONAL GEODETIC SURVEY
 ML0716.in June 1991.
 ML0716
 ML0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0716.GEOID18 height accuracy estimate available here.
 ML0716
 ML0716.Click photographs - Photos may exist for this station.
 ML0716
 ML0716.The dynamic height is computed by dividing the NAVD 88
 ML0716.geopotential number by the normal gravity value computed on the
 ML0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0716.degrees latitude (g = 980.6199 gals.).
 ML0716
 ML0716.The modeled gravity was interpolated from observed gravity values.
 ML0716
 ML0716;                    North         East    Units  Estimated Accuracy
 ML0716;SPC NE       -   176,930.      575,900.      MT  (+/- 180 meters Scaled)
 ML0716
 ML0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML923857(NAD 83)
 ML0716
 ML0716                          SUPERSEDED SURVEY CONTROL
 ML0716
 ML0716  NGVD 29 (??/??/92)  661.015  (m)         2168.68   (f) ADJ UNCH    2 0
 ML0716
 ML0716.Superseded values are not recommended for survey control.
 ML0716
 ML0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0716.See file dsdata.pdf to determine how the superseded data were derived.
 ML0716
 ML0716_MARKER: DB = BENCH MARK DISK
 ML0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0716_STAMPING: ML-16-5
 ML0716_MARK LOGO: BOR
 ML0716_PROJECTION: FLUSH
 ML0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0716+STABILITY: SURFACE MOTION
 ML0716
 ML0716  HISTORY     - Date     Condition        Report By
 ML0716  HISTORY     - UNK      MONUMENTED       BOR
 ML0716  HISTORY     - 1950     GOOD             CGS
 ML0716
 ML0716                          STATION DESCRIPTION
 ML0716
 ML0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0716'1.9 MI E FROM ARCADIA.
 ML0716'1.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0716'ARCADIA, 106 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0716'78 FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST,
 ML0716'13 FEET NORTHEAST OF A POWER POLE, 11.6 FEET EAST OF A FENCE,
 ML0716'1.3 FEET NORTH OF AN EAST AND WEST FENCE, 1.2 FEET WEST OF A
 ML0716'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0716'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4166 ***********************************************************************
 AB4166  SACS        -  This is a Secondary Airport Control Station.
 AB4166  DESIGNATION -  MLE A
 AB4166  PID         -  AB4166
 AB4166  STATE/COUNTY-  NE/DOUGLAS
 AB4166  COUNTRY     -  US
 AB4166  USGS QUAD   -  RALSTON (2017)
 AB4166
 AB4166                         *CURRENT SURVEY CONTROL
 AB4166  ______________________________________________________________________
 AB4166* NAD 83(2011) POSITION- 41 11 33.00259(N) 096 06 29.31567(W)   ADJUSTED
 AB4166* NAD 83(2011) ELLIP HT-   291.395 (meters)        (06/27/12)   ADJUSTED
 AB4166* NAD 83(2011) EPOCH   -  2010.00
 AB4166* NAVD 88 ORTHO HEIGHT -   318.47  (meters)     1044.8   (feet) GPS OBS
 AB4166  ______________________________________________________________________
 AB4166  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4166  GEOID HEIGHT    -        -26.986 (meters)                     GEOID96
 AB4166  GEOID HEIGHT    -        -27.069 (meters)                     GEOID18
 AB4166  NAD 83(2011) X  -   -511,464.945 (meters)                     COMP
 AB4166  NAD 83(2011) Y  - -4,779,469.001 (meters)                     COMP
 AB4166  NAD 83(2011) Z  -  4,178,725.939 (meters)                     COMP
 AB4166  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 AB4166
 AB4166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4166  Standards:
 AB4166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4166  -------------------------------------------------------------------
 AB4166  NETWORK    0.40   0.98           0.19   0.12   0.50      0.02506312
 AB4166  -------------------------------------------------------------------
 AB4166  Click here for local accuracies and other accuracy information.
 AB4166
 AB4166.This mark is at Millard Airport (MLE)
 AB4166
 AB4166.The horizontal coordinates were established by GPS observations
 AB4166.and adjusted by the National Geodetic Survey in June 2012.
 AB4166
 AB4166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4166.been affixed to the stable North American tectonic plate. See 
 AB4166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4166
 AB4166.The horizontal coordinates are valid at the epoch date displayed above
 AB4166.which is a decimal equivalence of Year/Month/Day.
 AB4166
 AB4166.The orthometric height was determined by GPS observations and a
 AB4166.high-resolution geoid model.
 AB4166
 AB4166.GPS derived orthometric heights for airport stations designated as
 AB4166.PACS or SACS are published to 2 decimal places.  This maintains
 AB4166.centimeter relative accuracy between the PACS and SACS.  It does
 AB4166.not indicate centimeter accuracy relative to other marks which are
 AB4166.part of the published vertical control network.
 AB4166
 AB4166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4166.GEOID18 height accuracy estimate available here.
 AB4166
 AB4166.Click photographs - Photos may exist for this station.
 AB4166
 AB4166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4166
 AB4166.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4166
 AB4166.The ellipsoidal height was determined by GPS observations
 AB4166.and is referenced to NAD 83.
 AB4166
 AB4166. The following values were computed from the NAD 83(2011) position.
 AB4166
 AB4166;                    North         East     Units Scale Factor Converg.
 AB4166;SPC NE       -   158,247.128   826,270.741   MT  0.99967347   +2 34 44.8
 AB4166;SPC NE       -   519,182.45  2,710,856.59   sFT  0.99967347   +2 34 44.8
 AB4166;UTM  14      - 4,564,159.337   742,514.432   MT  1.00032389   +1 54 19.7
 AB4166
 AB4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4166!SPC NE       -   0.99995429  x   0.99967347  =   0.99962778
 AB4166!UTM  14      -   0.99995429  x   1.00032389  =   1.00027817
 AB4166
 AB4166:                Primary Azimuth Mark                     Grid Az
 AB4166:SPC NE       -  MILLAPORT                                306 36 39.5
 AB4166:UTM  14      -  MILLAPORT                                307 17 04.6
 AB4166
 AB4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4251464159(NAD 83)
 AB4166
 AB4166|---------------------------------------------------------------------|
 AB4166| PID    Reference Object                     Distance      Geod. Az  |
 AB4166|                                                           dddmmss.s |
 AB4166| MK2135 MILLAPORT                           APPROX. 0.5 KM 3091124.3 |
 AB4166|---------------------------------------------------------------------|
 AB4166
 AB4166                          SUPERSEDED SURVEY CONTROL
 AB4166
 AB4166  NAD 83(2007)-  41 11 33.00258(N)    096 06 29.31625(W) AD(2002.00) 0
 AB4166  ELLIP H (02/10/07)  291.413  (m)                       GP(2002.00)    
 AB4166  ELLIP H (12/12/01)  291.408  (m)                       GP(       ) 4 1
 AB4166  NAD 83(1995)-  41 11 33.00256(N)    096 06 29.31571(W) AD(       ) 1
 AB4166  ELLIP H (09/23/97)  291.466  (m)                       GP(       ) 4 1
 AB4166
 AB4166.Superseded values are not recommended for survey control.
 AB4166
 AB4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4166.See file dsdata.pdf to determine how the superseded data were derived.
 AB4166
 AB4166_MARKER: I = METAL ROD
 AB4166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4166_STAMPING: MLE A 1995
 AB4166_MARK LOGO: NGS
 AB4166_PROJECTION: FLUSH
 AB4166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4166+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1997
 AB4166_ROD/PIPE-DEPTH: 14.6 meters
 AB4166_SLEEVE-DEPTH  : 0.9 meters
 AB4166
 AB4166  HISTORY     - Date     Condition        Report By
 AB4166  HISTORY     - 1995     MONUMENTED       NGS
 AB4166  HISTORY     - 19970821 GOOD             NGS
 AB4166
 AB4166                          STATION DESCRIPTION
 AB4166
 AB4166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4166'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF OMAHA
 AB4166'CENTER, 1.25 MI (2.01 KM) SOUTHEAST OF MILLARD, AT THE MILLARD
 AB4166'AIRPORT, IN THE GRASS NEAR THE WEST CORNER OF THE AIRCRAFT HOLDING
 AB4166'AREA NEAR THE APPROACH END OF RUNWAY 30.  OWNERSHIP--OMAHA AIRPORT
 AB4166'AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS DONALD
 AB4166'SMITHEY, PHONE (402) 422-6800.  CONTACT RALPH HOLTMAN, AIRPORT
 AB4166'PLANNING AT PHONE (402) 422-6810 FOR ACCESS TO THE STATION THROUGH
 AB4166'LOCKED GATE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4166'HIGHWAY 80 AND U.S. HIGHWAY 50 (EXIT 440), GO NORTH THEN NORTHEAST ON
 AB4166'U.S. HIGHWAY 50 (MILLARD AVENUE) FOR 3.15 MI (5.07 KM) TO AN
 AB4166'INTERSECTION, TURN RIGHT AND GO EAST ON Q STREET FOR 0.65 MI (1.05 KM)
 AB4166'TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON 132ND STREET FOR 0.5 MI
 AB4166'(0.8 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON Z STREET FOR
 AB4166'0.3 MI (0.5 KM) TO A ROAD LEFT (LEADING TO A PARKING LOT), TURN LEFT
 AB4166'AND GO NORTHEAST ON AIRPORT ENTRANCE ROAD 0.05 MI (0.08 KM) TO A GATE
 AB4166'LEFT, TURN LEFT, PASS THROUGH GATE THEN TURN RIGHT AND GO NORTHEAST ON
 AB4166'A TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN RIGHT AND GO
 AB4166'SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE AIRCRAFT
 AB4166'HOLDING AREA AND THE STATION ON RIGHT, IN LINE WITH THE SOUTHWEST EDGE
 AB4166'OF THE HOLDING AREA PAVEMENT.  THE STATION IS 79.9 FT (24.4 M)
 AB4166'SOUTHWEST OF THE TAXIWAY CENTER, 20.7 FT (6.3 M) NORTHWEST OF THE WEST
 AB4166'CORNER OF THE AIRCRAFT HOLDING AREA AND 14.0 FT (4.3 M) NORTH OF A
 AB4166'TAXIWAY LIGHT AT THE WEST CORNER OF THE HOLDING AREA.  THIS STATION TO
 AB4166'BE USED AS SACS.
 AB4166
 AB4166                          STATION RECOVERY (1997)
 AB4166
 AB4166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4166'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 1995 (DRL,WCW) .  THE
 AB4166'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTHWEST FROM OMAHA
 AB4166'CENTER, 2.0 KM (1.25 MI) SOUTHEAST FROM MILLARD AT THE MILLARD
 AB4166'AIRPORT, NEAR APPROACH 30, IN THE GRASS NEAR THE WEST CORNER OF THE
 AB4166'AIRCRAFT HOLDING AREA ALONG THE PARALLEL TAXIWAY.  OWNERSHIP--OMAHA
 AB4166'AIRPORT AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS
 AB4166'DONALD SMITHEY, PHONE (402) 422-6800.  CONTACT RALPH HOLTMAN AT
 AB4166'AIRPORT PLANNING OR BRAD LIVINGSTON AT AIRPORT OPERATIONS AT PHONE
 AB4166'(402) 422-6800 FOR ACCESS TO THE STATION THROUGH THE LOCKED GATE. TO
 AB4166'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 (EXIT 440) AND US
 AB4166'HIGHWAY 50 (144TH STREET) , GO NORTH ON US HIGHWAY 50 FOR 3.2 KM (2.00
 AB4166'MI) TO AN INTERSECTION AT THE COUNTY LINE.  TURN RIGHT AND GO EAST ON
 AB4166'HARRISON STREET FOR 1.6 KM (1.00 MI) TO AN INTERSECTION. TURN LEFT AND
 AB4166'GO NORTH ON 132ND STREET FOR 0.8 KM (0.50 MI) TO Z STREET ON LEFT.
 AB4166'TURN RIGHT AND GO SOUTHEAST ON MILLARD AIRPORT PLAZA FOR 0.5 KM (0.30
 AB4166'MI) TO A PARKING AREA ENTRANCE ON LEFT.  TURN LEFT AND GO NORTHEAST
 AB4166'FOR 0.08 KM (0.05 MI) TO A GATE ON LEFT.  TURN LEFT, PASS THROUGH THE
 AB4166'GATE, THEN TURN RIGHT AND GO NORTHEAST ON A TAXIWAY FOR 0.08 KM (0.05
 AB4166'MI) TO A TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY
 AB4166'FOR 0.65 KM (0.40 MI) TO THE BEGINNING OF THE AIRCRAFT HOLDING AREA
 AB4166'AND THE STATION ON RIGHT. THE MARK IS A PUNCH MARK AT TOP CENTER OF A
 AB4166'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A LENGTH OF 14.6 M (47.9 FT)
 AB4166'IN A 2.5 CM (1 IN) FLUTED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.5
 AB4166'CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB4166'MARK IS RECESSED 6 CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP AND
 AB4166'CONCRETE ARE FLUSH WITH THE GROUND.  THE STATION IS LOCATED ALONG THE
 AB4166'NORTHWESTERLY EXTENSION OF THE SOUTHWEST EDGE OF THE HOLDING AREA
 AB4166'PAVEMENT, 24.3 M (79.7 FT) SOUTHWEST FROM THE TAXIWAY CENTER, 6.3 M
 AB4166'(20.7 FT) NORTHWEST FROM THE WEST CORNER OF THE HOLDING AREA AND 4.3 M
 AB4166'(14.1 FT) NORTH OF THE CORNER TAXIWAY LIGHT. THIS STATION IS
 AB4166'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0674 ***********************************************************************
 ML0674  DESIGNATION -  MLX 1
 ML0674  PID         -  ML0674
 ML0674  STATE/COUNTY-  NE/CUSTER
 ML0674  COUNTRY     -  US
 ML0674  USGS QUAD   -  COMSTOCK (2017)
 ML0674
 ML0674                         *CURRENT SURVEY CONTROL
 ML0674  ______________________________________________________________________
 ML0674* NAD 83(1986) POSITION- 41 30 05.     (N) 099 12 45.     (W)   SCALED
 ML0674* NAVD 88 ORTHO HEIGHT -   678.021 (meters)     2224.47  (feet) ADJUSTED
 ML0674  ______________________________________________________________________
 ML0674  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 ML0674  DYNAMIC HEIGHT  -        677.679 (meters)     2223.35  (feet) COMP
 ML0674  MODELED GRAVITY -    980,096.2   (mgal)                       NAVD 88
 ML0674
 ML0674  VERT ORDER      -  FIRST     CLASS II
 ML0674
 ML0674.The horizontal coordinates were scaled from a map and have
 ML0674.an estimated accuracy of +/- 6 seconds.
 ML0674
 ML0674.The orthometric height was determined by differential leveling and
 ML0674.adjusted by the NATIONAL GEODETIC SURVEY
 ML0674.in June 1991.
 ML0674
 ML0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0674.GEOID18 height accuracy estimate available here.
 ML0674
 ML0674.Click photographs - Photos may exist for this station.
 ML0674
 ML0674.The dynamic height is computed by dividing the NAVD 88
 ML0674.geopotential number by the normal gravity value computed on the
 ML0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0674.degrees latitude (g = 980.6199 gals.).
 ML0674
 ML0674.The modeled gravity was interpolated from observed gravity values.
 ML0674
 ML0674;                    North         East    Units  Estimated Accuracy
 ML0674;SPC NE       -   185,500.      565,730.      MT  (+/- 180 meters Scaled)
 ML0674
 ML0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML822944(NAD 83)
 ML0674
 ML0674                          SUPERSEDED SURVEY CONTROL
 ML0674
 ML0674  NGVD 29 (??/??/92)  677.770  (m)         2223.65   (f) ADJ UNCH    1 2
 ML0674
 ML0674.Superseded values are not recommended for survey control.
 ML0674
 ML0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0674.See file dsdata.pdf to determine how the superseded data were derived.
 ML0674
 ML0674_MARKER: DD = SURVEY DISK
 ML0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0674_STAMPING: MLX 1
 ML0674_MARK LOGO: BOR
 ML0674_PROJECTION: FLUSH
 ML0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0674+STABILITY: SURFACE MOTION
 ML0674
 ML0674  HISTORY     - Date     Condition        Report By
 ML0674  HISTORY     - UNK      MONUMENTED       BOR
 ML0674  HISTORY     - 1950     GOOD             CGS
 ML0674
 ML0674                          STATION DESCRIPTION
 ML0674
 ML0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0674'4.3 MI SE FROM COMSTOCK.
 ML0674'4.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0674'FROM THE STATION AT COMSTOCK, 0.1 MILE NORTHWEST OF A ROAD
 ML0674'CROSSING, 87 FEET WEST OF A FENCE CORNER, 42 FEET NORTHEAST OF
 ML0674'THE NORTHEAST RAIL, 40 FEET SOUTHWEST OF THE CENTER LINE OF A
 ML0674'GRAVELED ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0674'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0307 ***********************************************************************
 ML0307  DESIGNATION -  MLX 3
 ML0307  PID         -  ML0307
 ML0307  STATE/COUNTY-  NE/SHERMAN
 ML0307  COUNTRY     -  US
 ML0307  USGS QUAD   -  LOUP CITY SE (2017)
 ML0307
 ML0307                         *CURRENT SURVEY CONTROL
 ML0307  ______________________________________________________________________
 ML0307* NAD 83(1986) POSITION- 41 19 21.     (N) 098 50 19.     (W)   SCALED
 ML0307* NAVD 88 ORTHO HEIGHT -   683.374 (meters)     2242.04  (feet) ADJUSTED
 ML0307  ______________________________________________________________________
 ML0307  GEOID HEIGHT    -        -24.112 (meters)                     GEOID18
 ML0307  DYNAMIC HEIGHT  -        683.023 (meters)     2240.88  (feet) COMP
 ML0307  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 ML0307
 ML0307  VERT ORDER      -  FIRST     CLASS II
 ML0307
 ML0307.The horizontal coordinates were scaled from a map and have
 ML0307.an estimated accuracy of +/- 6 seconds.
 ML0307
 ML0307.The orthometric height was determined by differential leveling and
 ML0307.adjusted by the NATIONAL GEODETIC SURVEY
 ML0307.in June 1991.
 ML0307
 ML0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0307.GEOID18 height accuracy estimate available here.
 ML0307
 ML0307.Click photographs - Photos may exist for this station.
 ML0307
 ML0307.The dynamic height is computed by dividing the NAVD 88
 ML0307.geopotential number by the normal gravity value computed on the
 ML0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0307.degrees latitude (g = 980.6199 gals.).
 ML0307
 ML0307.The modeled gravity was interpolated from observed gravity values.
 ML0307
 ML0307;                    North         East    Units  Estimated Accuracy
 ML0307;SPC NE       -   165,990.      597,200.      MT  (+/- 180 meters Scaled)
 ML0307
 ML0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL135745(NAD 83)
 ML0307
 ML0307                          SUPERSEDED SURVEY CONTROL
 ML0307
 ML0307  NGVD 29 (??/??/92)  683.126  (m)         2241.22   (f) ADJ UNCH    1 2
 ML0307
 ML0307.Superseded values are not recommended for survey control.
 ML0307
 ML0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0307.See file dsdata.pdf to determine how the superseded data were derived.
 ML0307
 ML0307_MARKER: DB = BENCH MARK DISK
 ML0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0307_STAMPING: MLX 3
 ML0307_MARK LOGO: BOR
 ML0307_PROJECTION: FLUSH
 ML0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0307+STABILITY: SURFACE MOTION
 ML0307
 ML0307  HISTORY     - Date     Condition        Report By
 ML0307  HISTORY     - UNK      MONUMENTED       BOR
 ML0307  HISTORY     - 1950     GOOD             CGS
 ML0307
 ML0307                          STATION DESCRIPTION
 ML0307
 ML0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0307'7.7 MI NW FROM ASHTON.
 ML0307'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0307'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0307'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 ML0307'GRAVELED ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 ML0307'THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD, AT THE TOP OF A
 ML0307'SMALL HILL, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.2
 ML0307'FEET NORTH OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 ML0307'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0242 ***********************************************************************
 LG0242  DESIGNATION -  MM 174
 LG0242  PID         -  LG0242
 LG0242  STATE/COUNTY-  NE/GAGE
 LG0242  COUNTRY     -  US
 LG0242  USGS QUAD   -  BEATRICE EAST (2017)
 LG0242
 LG0242                         *CURRENT SURVEY CONTROL
 LG0242  ______________________________________________________________________
 LG0242* NAD 83(1986) POSITION- 40 19 01.     (N) 096 44 49.     (W)   SCALED
 LG0242* NAVD 88 ORTHO HEIGHT -   402.353 (meters)     1320.05  (feet) ADJUSTED
 LG0242  ______________________________________________________________________
 LG0242  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 LG0242  DYNAMIC HEIGHT  -        402.140 (meters)     1319.35  (feet) COMP
 LG0242  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LG0242
 LG0242  VERT ORDER      -  SECOND    CLASS 0
 LG0242
 LG0242.The horizontal coordinates were scaled from a map and have
 LG0242.an estimated accuracy of +/- 6 seconds.
 LG0242
 LG0242.The orthometric height was determined by differential leveling and
 LG0242.adjusted by the NATIONAL GEODETIC SURVEY
 LG0242.in June 1991.
 LG0242
 LG0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0242.GEOID18 height accuracy estimate available here.
 LG0242
 LG0242.Click photographs - Photos may exist for this station.
 LG0242
 LG0242.The dynamic height is computed by dividing the NAVD 88
 LG0242.geopotential number by the normal gravity value computed on the
 LG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0242.degrees latitude (g = 980.6199 gals.).
 LG0242
 LG0242.The modeled gravity was interpolated from observed gravity values.
 LG0242
 LG0242;                    North         East    Units  Estimated Accuracy
 LG0242;SPC NE       -    58,900.      776,400.      MT  (+/- 180 meters Scaled)
 LG0242
 LG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK914653(NAD 83)
 LG0242
 LG0242                          SUPERSEDED SURVEY CONTROL
 LG0242
 LG0242  NGVD 29 (??/??/92)  402.242  (m)         1319.69   (f) ADJ UNCH    2 0
 LG0242
 LG0242.Superseded values are not recommended for survey control.
 LG0242
 LG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0242.See file dsdata.pdf to determine how the superseded data were derived.
 LG0242
 LG0242_MARKER: DB = BENCH MARK DISK
 LG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0242_STAMPING: MM 174 1934
 LG0242_MARK LOGO: CGS
 LG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0242+STABILITY: SURFACE MOTION
 LG0242
 LG0242  HISTORY     - Date     Condition        Report By
 LG0242  HISTORY     - 1934     MONUMENTED       CGS
 LG0242  HISTORY     - 1941     GOOD             CGS
 LG0242
 LG0242                          STATION DESCRIPTION
 LG0242
 LG0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0242'3.9 MI N FROM BEATRICE.
 LG0242'3.9 MILES NORTH OF UNION PACIFIC STATION AT BEATRICE, GAGE COUNTY,
 LG0242'ALONG U.S. HIGHWAY 77.  2 FEET NORTH OF NORTHWEST CORNER OF
 LG0242'NATURAL GAS BOOSTER STATION.  45 FEET EAST CENTER LINE OF U.S.
 LG0242'HIGHWAY 77, AND 20 FEET SOUTH CENTER LINE OF A CROSS ROAD.
 LG0242
 LG0242                          STATION RECOVERY (1941)
 LG0242
 LG0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1255 ***********************************************************************
 LG1255  DESIGNATION -  MM 174 RESET
 LG1255  PID         -  LG1255
 LG1255  STATE/COUNTY-  NE/GAGE
 LG1255  COUNTRY     -  US
 LG1255  USGS QUAD   -  BEATRICE EAST (2017)
 LG1255
 LG1255                         *CURRENT SURVEY CONTROL
 LG1255  ______________________________________________________________________
 LG1255* NAD 83(1986) POSITION- 40 19 02.82   (N) 096 44 42.06   (W)   HD_HELD1
 LG1255* NAVD 88 ORTHO HEIGHT -   399.85  (meters)     1311.8   (feet) RESET
 LG1255  ______________________________________________________________________
 LG1255  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 LG1255  VERT ORDER      -  THIRD
 LG1255
 LG1255.The horizontal coordinates were determined by differentially corrected
 LG1255.hand held GPS observations or other comparable positioning techniques
 LG1255.and have an estimated accuracy of +/- 3 meters.
 LG1255
 LG1255.The orthometric height was computed from unverified reset data.
 LG1255
 LG1255.No vertical observational check was made to the station.
 LG1255
 LG1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1255.GEOID18 height accuracy estimate available here.
 LG1255
 LG1255.Click photographs - Photos may exist for this station.
 LG1255
 LG1255;                    North         East    Units  Estimated Accuracy
 LG1255;SPC NE       -    58,959.4     776,563.3     MT  (+/- 3 meters HH1 GPS) 
 LG1255
 LG1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9159865432(NAD 83)
 LG1255
 LG1255                          SUPERSEDED SURVEY CONTROL
 LG1255
 LG1255.No superseded survey control is available for this station.
 LG1255
 LG1255_MARKER: DV = VERTICAL CONTROL DISK
 LG1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1255_STAMPING: MM 174 RESET 1988
 LG1255_MARK LOGO: NGS
 LG1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1255+STABILITY: SURFACE MOTION
 LG1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1255+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 LG1255
 LG1255  HISTORY     - Date     Condition        Report By
 LG1255  HISTORY     - 1988     MONUMENTED       NGS
 LG1255  HISTORY     - 20061120 GOOD             NEDR
 LG1255  HISTORY     - 20170202 GOOD             INDIV
 LG1255
 LG1255                          STATION DESCRIPTION
 LG1255
 LG1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1255'5.63 KM (3.50 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE JUNCTION WITH
 LG1255'U.S. HIGHWAY 136 AND STATE HIGHWAY 4 IN BEATRICE, TO A NATURAL GAS
 LG1255'PUMPING STATION AND A GRADED ROAD ON THE RIGHT, THEN RIGHT AND EAST
 LG1255'ALONG THE GRADED ROAD FOR 0.16 KM (0.10 MI) TO THE BENCH MARK ON THE
 LG1255'LEFT, AT A FENCE CORNER POST, 30.03 M (98.5 FT) NORTHWEST FROM THE
 LG1255'WEST GATE POST OF A GATE IN THE CHAIN LINK FENCE AROUND THE PUMPING
 LG1255'STATION, 33.71 M (110.6 FT) EAST FROM A POWERLINE POLE, 9.14 M
 LG1255'(30.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.71 M (2.3 FT)
 LG1255'WEST-SOUTHWEST FROM THE FENCE CORNER POST, 0.58 M (1.9 FT) EAST FROM
 LG1255'A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1255'FLUSH WITH THE GROUND AND IS ABOUT 0.3 M (1.0 FT) BELOW THE ROAD.
 LG1255
 LG1255                          STATION RECOVERY (2006)
 LG1255
 LG1255'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JPC)
 LG1255'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG1255'MARK FOUND IN GOOD CONDITION AS DESCRIBED BY NGS (1988)
 LG1255
 LG1255                          STATION RECOVERY (2017)
 LG1255
 LG1255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG1255'RECOVERED AS DESCRIBED. WE ESTABLISHED A NEW STATE ELEVATION 1311.975
 LG1255'RUNNING FROM BM BEATRICE INTO BM M-174 USING BAR CODE RODS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0003 ***********************************************************************
 LH0003  DESIGNATION -  MM 250
 LH0003  PID         -  LH0003
 LH0003  STATE/COUNTY-  NE/ADAMS
 LH0003  COUNTRY     -  US
 LH0003  USGS QUAD   -  HASTINGS WEST (2017)
 LH0003
 LH0003                         *CURRENT SURVEY CONTROL
 LH0003  ______________________________________________________________________
 LH0003* NAD 83(1986) POSITION- 40 32 20.     (N) 098 25 29.     (W)   SCALED
 LH0003* NAVD 88 ORTHO HEIGHT -   584.445 (meters)     1917.47  (feet) ADJUSTED
 LH0003  ______________________________________________________________________
 LH0003  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 LH0003  DYNAMIC HEIGHT  -        584.115 (meters)     1916.38  (feet) COMP
 LH0003  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 LH0003
 LH0003  VERT ORDER      -  FIRST     CLASS II
 LH0003
 LH0003.The horizontal coordinates were scaled from a map and have
 LH0003.an estimated accuracy of +/- 6 seconds.
 LH0003
 LH0003.The orthometric height was determined by differential leveling and
 LH0003.adjusted by the NATIONAL GEODETIC SURVEY
 LH0003.in June 1991.
 LH0003
 LH0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0003.GEOID18 height accuracy estimate available here.
 LH0003
 LH0003.Click photographs - Photos may exist for this station.
 LH0003
 LH0003.The dynamic height is computed by dividing the NAVD 88
 LH0003.geopotential number by the normal gravity value computed on the
 LH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0003.degrees latitude (g = 980.6199 gals.).
 LH0003
 LH0003.The modeled gravity was interpolated from observed gravity values.
 LH0003
 LH0003;                    North         East    Units  Estimated Accuracy
 LH0003;SPC NE       -    79,550.      633,420.      MT  (+/- 180 meters Scaled)
 LH0003
 LH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK487877(NAD 83)
 LH0003
 LH0003                          SUPERSEDED SURVEY CONTROL
 LH0003
 LH0003  NGVD 29 (??/??/92)  584.216  (m)         1916.72   (f) ADJ UNCH    1 2
 LH0003
 LH0003.Superseded values are not recommended for survey control.
 LH0003
 LH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0003.See file dsdata.pdf to determine how the superseded data were derived.
 LH0003
 LH0003_MARKER: DB = BENCH MARK DISK
 LH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0003_STAMPING: MM 250 1947
 LH0003_MARK LOGO: CGS
 LH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0003+STABILITY: SURFACE MOTION
 LH0003
 LH0003  HISTORY     - Date     Condition        Report By
 LH0003  HISTORY     - 1947     MONUMENTED       CGS
 LH0003
 LH0003                          STATION DESCRIPTION
 LH0003
 LH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0003'4.1 MI S FROM HASTINGS.
 LH0003'4.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0003'FROM THE STATION AT HASTINGS, IN THE NORTHWEST QUARTER OF A
 LH0003'ROAD CROSSING, 29.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0003'19.3 FEET WEST OF THE WEST RAIL OF THE TRACK, 3.5 FEET SOUTHEAST
 LH0003'OF A TELEPHONE POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET
 LH0003'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 LH0003'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0505 ***********************************************************************
 MN0505  DESIGNATION -  MN0505
 MN0505  PID         -  MN0505
 MN0505  STATE/COUNTY-  NE/GARDEN
 MN0505  COUNTRY     -  US
 MN0505  USGS QUAD   -  BECK LAKE (2017)
 MN0505
 MN0505                         *CURRENT SURVEY CONTROL
 MN0505  ______________________________________________________________________
 MN0505* NAD 83(1995) POSITION- 41 57 54.86096(N) 102 31 06.66756(W)   ADJUSTED
 MN0505* NAVD 88 ORTHO HEIGHT -  1254.    (meters)     4114.    (feet) SCALED
 MN0505  ______________________________________________________________________
 MN0505  GEOID HEIGHT    -        -19.047 (meters)                     GEOID18
 MN0505  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 MN0505  HORZ ORDER      -  SECOND
 MN0505
 MN0505.The horizontal coordinates were established by classical geodetic methods
 MN0505.and adjusted by the National Geodetic Survey in August 1997.
 MN0505
 MN0505.The orthometric height was scaled from a topographic map.
 MN0505
 MN0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0505.GEOID18 height accuracy estimate available here.
 MN0505
 MN0505.Click photographs - Photos may exist for this station.
 MN0505
 MN0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0505
 MN0505. The following values were computed from the NAD 83(1995) position.
 MN0505
 MN0505;                    North         East     Units Scale Factor Converg.
 MN0505;SPC NE       -   239,737.813   291,319.372   MT  0.99969068   -1 40 08.5
 MN0505;SPC NE       -   786,539.81    955,770.31   sFT  0.99969068   -1 40 08.5
 MN0505;UTM  13      - 4,648,895.330   705,629.095   MT  1.00012032   +1 39 35.6
 MN0505
 MN0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0505!SPC NE       -   0.99980641  x   0.99969068  =   0.99949715
 MN0505!UTM  13      -   0.99980641  x   1.00012032  =   0.99992671
 MN0505
 MN0505:                Primary Azimuth Mark                     Grid Az
 MN0505:SPC NE       -  CP8577                                   325 29 30.5
 MN0505:UTM  13      -  CP8577                                   322 09 46.4
 MN0505
 MN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0562948895(NAD 83)
 MN0505
 MN0505|---------------------------------------------------------------------|
 MN0505| PID    Reference Object                     Distance      Geod. Az  |
 MN0505|                                                           dddmmss.s |
 MN0505| CP8578 CP8578                               12.080 METERS 02956     |
 MN0505| CP8579 CP8579                               13.603 METERS 28342     |
 MN0505| CP8577 CP8577                                             3234922.0 |
 MN0505|---------------------------------------------------------------------|
 MN0505
 MN0505                          SUPERSEDED SURVEY CONTROL
 MN0505
 MN0505  NAD 83(1993)-  41 57 54.86002(N)    102 31 06.66838(W) AD(       ) 2
 MN0505  NAD 83(1986)-  41 57 54.85865(N)    102 31 06.66816(W) AD(       ) 2
 MN0505  NAD 27      -  41 57 54.94500(N)    102 31 04.96400(W) AD(       ) 2
 MN0505
 MN0505.Superseded values are not recommended for survey control.
 MN0505
 MN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0505.See file dsdata.pdf to determine how the superseded data were derived.
 MN0505
 MN0505_MARKER: DS = TRIANGULATION STATION DISK
 MN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0505_MARK LOGO: CGS
 MN0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0505+STABILITY: SURFACE MOTION
 MN0505
 MN0505  HISTORY     - Date     Condition        Report By
 MN0505  HISTORY     - 1946     MONUMENTED       CGS
 MN0505
 MN0505                          STATION DESCRIPTION
 MN0505
 MN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0505'LOCATED ABOUT 7.5 MILES, AIRLINE, SOUTHEAST OF ANTIOCH AND
 MN0505'7.5 MILES, AIRLINE, SOUTHWEST OF LAKESIDE ON THE HIGHEST
 MN0505'POINT OF A SMOOTH, GRASSY RIDGE, 0.6 MILE SOUTH OF A TRACK
 MN0505'ROAD.  IT IS STAMPED AND PROJECTING 8 INCHES.
 MN0505'
 MN0505'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 MN0505'IT IS STAMPED AND PROJECTS 1 FOOT.
 MN0505'
 MN0505'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND
 MN0505'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED AND
 MN0505'PROJECTS 8 INCHES.
 MN0505'
 MN0505'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF A WINDMILL AND 150
 MN0505'YARDS SOUTH OF AN EAST-WEST TRACK ROAD, ON THE NORTH SLOPE
 MN0505'OF AN EAST-WEST RIDGE ABOUT 300 YARDS NORTH OF THE HIGHEST
 MN0505'POINT.
 MN0505'
 MN0505'REACHED FROM THE RAILROAD STATION IN ANTIOCH-GO EAST ON
 MN0505'STATE HIGHWAY 2 FOR 0.35 MILE TO A SIDE ROAD RIGHT AND SIGN
 MN0505'CRESCENT LAKE REFUGE 34 MILES.  TURN RIGHT, SOUTH, AND GO
 MN0505'3.85 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.4 MILES TO
 MN0505'A FORK AND MAIL BOX ON THE LEFT, TAKE LEFT FORK AND GO 2.35
 MN0505'MILES TO A T INTERSECTION.  TURN SHARP LEFT, UPGRADE AND GO
 MN0505'EAST, FOR 0.45 MILE TO A DIM FORK.  TAKE LEFT FORK AND GO
 MN0505'1.2 MILE, TURN RIGHT UP HILL FOR 150 YARDS TO THE AZIMUTH
 MN0505'MARK.  FROM HERE GO SOUTHEAST FOR 0.6 MILE TO THE HIGHEST
 MN0505'POINT OF THE HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0457 ***********************************************************************
 LJ0457  DESIGNATION -  MODRELL RESET
 LJ0457  PID         -  LJ0457
 LJ0457  STATE/COUNTY-  NE/RED WILLOW
 LJ0457  COUNTRY     -  US
 LJ0457  USGS QUAD   -  MCCOOK SW (2017)
 LJ0457
 LJ0457                         *CURRENT SURVEY CONTROL
 LJ0457  ______________________________________________________________________
 LJ0457* NAD 83(1995) POSITION- 40 01 38.24311(N) 100 43 19.76346(W)   ADJUSTED
 LJ0457* NAVD 88 ORTHO HEIGHT -   892.    (meters)     2927.    (feet) SCALED
 LJ0457  ______________________________________________________________________
 LJ0457  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 LJ0457  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 LJ0457  HORZ ORDER      -  FIRST
 LJ0457
 LJ0457.The horizontal coordinates were established by classical geodetic methods
 LJ0457.and adjusted by the National Geodetic Survey in August 1997.
 LJ0457
 LJ0457.The orthometric height was scaled from a topographic map.
 LJ0457
 LJ0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0457.GEOID18 height accuracy estimate available here.
 LJ0457
 LJ0457.Click photographs - Photos may exist for this station.
 LJ0457
 LJ0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0457
 LJ0457. The following values were computed from the NAD 83(1995) position.
 LJ0457
 LJ0457;                    North         East     Units Scale Factor Converg.
 LJ0457;SPC NE       -    21,793.761   438,358.296   MT  0.99998778   -0 28 42.9
 LJ0457;SPC NE       -    71,501.70  1,438,180.51   sFT  0.99998778   -0 28 42.9
 LJ0457;UTM  14      - 4,432,206.714   353,051.904   MT  0.99986583   -1 06 28.1
 LJ0457
 LJ0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0457!SPC NE       -   0.99986382  x   0.99998778  =   0.99985160
 LJ0457!UTM  14      -   0.99986382  x   0.99986583  =   0.99972967
 LJ0457
 LJ0457:                Primary Azimuth Mark                     Grid Az
 LJ0457:SPC NE       -  MODRELL AZ MK 2                          086 58 17.3
 LJ0457:UTM  14      -  MODRELL AZ MK 2                          087 36 02.5
 LJ0457
 LJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5305132206(NAD 83)
 LJ0457
 LJ0457|---------------------------------------------------------------------|
 LJ0457| PID    Reference Object                     Distance      Geod. Az  |
 LJ0457|                                                           dddmmss.s |
 LJ0457| CO1852 MODRELL RM 3                         12.694 METERS 07222     |
 LJ0457| CO1848 MODRELL AZ MK                                      0862243.8 |
 LJ0457| CO1849 MODRELL AZ MK 2                                    0862934.4 |
 LJ0457| CO1850 MODRELL RM 1                         19.457 METERS 08819     |
 LJ0457| CO1853 MODRELL RM 4                          8.507 METERS 23507     |
 LJ0457| CO1851 MODRELL RM 2                         19.381 METERS 26924     |
 LJ0457|---------------------------------------------------------------------|
 LJ0457
 LJ0457                          SUPERSEDED SURVEY CONTROL
 LJ0457
 LJ0457  NAD 83(1986)-  40 01 38.24672(N)    100 43 19.76745(W) AD(       ) 1
 LJ0457  NAD 27      -  40 01 38.23300(N)    100 43 18.21800(W) AD(       ) 1
 LJ0457
 LJ0457.Superseded values are not recommended for survey control.
 LJ0457
 LJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0457.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0457
 LJ0457_MARKER: DS = TRIANGULATION STATION DISK
 LJ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0457_STAMPING: MODRELL 1935 1951
 LJ0457_MARK LOGO: CGS
 LJ0457_PROJECTION: FLUSH
 LJ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0457+STABILITY: SURFACE MOTION
 LJ0457
 LJ0457  HISTORY     - Date     Condition        Report By
 LJ0457  HISTORY     - 1935     MONUMENTED       CGS
 LJ0457  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LJ0457
 LJ0457                          STATION DESCRIPTION
 LJ0457
 LJ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0457'STATION IS ABOUT 15 MILES SOUTH-SOUTHWEST OF MC COOK, IN THE
 LJ0457'NORTHEAST QUARTER OF SEC. 29, T. 1 N., R. 30 W., ON THE DIVIDE
 LJ0457'BETWEEN BEAVER CREEK AND THE REPUBLICAN RIVER, ON THE HIGHEST
 LJ0457'POINT WITHIN SEVERAL MILES, 2 MILES NORTH OF THE STATE LINE,
 LJ0457'ABOUT 1/4 MILE SOUTHWEST OF THE FARMHOUSE OF MRS. E.W.
 LJ0457'STRANSBERRY, ON THE LAND OF J.A. MODRELL.  THE STATION IS IN THE
 LJ0457'FENCE LINE WEST OF THE POINT WHERE AN EAST-AND-WEST ROAD
 LJ0457'STARTS TO ANGLE TO THE SOUTHWEST, 65 FEET NORTH OF THE
 LJ0457'CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 1/2 INCH.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT
 LJ0457'SOUTH OF THE FENCE LINE, 27 FEET NORTH OF THE CENTER OF THE
 LJ0457'ROAD, AND PROJECTS 2 INCHES.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT
 LJ0457'SOUTH OF THE FENCE LINE, 97 FEET NORTH OF THE CENTER OF THE
 LJ0457'ROAD, AND PROJECTS 2 INCHES.
 LJ0457'
 LJ0457'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE
 LJ0457'STATION, IN THE NORTHWEST ANGLE OF THE ROAD INTERSECTION, 63
 LJ0457'FEET WEST OF THE CENTER OF THE NORTH-AND-SOUTH ROAD, 26 FEET
 LJ0457'NORTH OF THE CENTER OF THE EAST-AND-WEST ROAD, 2 FEET SOUTHWEST
 LJ0457'OF THE FENCE LINE, AND PROJECTS 2 INCHES.
 LJ0457'
 LJ0457'THE STATION IS REACHED FROM THE BRIDGE ACROSS THE REPUBLICAN
 LJ0457'RIVER SOUTH OF MC COOK BY GOING SOUTH ON THE HIGHWAY 0.6 MILE.
 LJ0457'TURN WEST 0.5 MILE, TURN SOUTH 0.5 MILE, TURN WEST 1.0 MILE,
 LJ0457'TURN SOUTH 1.5 MILES, TURN WEST 3.8 MILES, TURN SOUTH 1.0 MILE,
 LJ0457'TURN WEST 0.4 MILE, TURN SOUTH 0.2 MILE TO A T-INTERSECTION,
 LJ0457'CONTINUE SOUTH 4.8 MILES, LEAVE THE GRADED ROAD, TURN HALF
 LJ0457'LEFT INTO THE LANE AND FOLLOW THE ROAD WHICH WINDS IN A
 LJ0457'SOUTHERLY DIRECTION.  DRIVE 2.2 MILES, PASS BETWEEN SHACKS AND A
 LJ0457'WINDMILL AND CONTINUE SOUTH 0.3 MILE TO THE TOP OF THE HILL
 LJ0457'AND THE STATION.
 LJ0457'
 LJ0457'A 4-FOOT STAND CLEARED ALL LINES.
 LJ0457
 LJ0457                          STATION RECOVERY (1951)
 LJ0457
 LJ0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0457'THE STATION SURFACE MARK, REFERENCE MARK NUMBER 1, REFERENCE
 LJ0457'MARK NUMBER 2 AND THE AZIMUTH MARK WERE DESTROYED WHEN THE
 LJ0457'ROAD WAS WIDENED.  THE STATION SUB-SURFACE MARK WAS RECOVERED
 LJ0457'24 INCHES BELOW THE SURFACE AND IT IS APPEARANT THAT IT WAS
 LJ0457'IN ITS ORIGINAL POSITION.  THE SUB-SURFACE MARK WAS LOWERED
 LJ0457'12 INCHES AND STAMPED 1935 1951.  A NEW STATION SURFACE MARK,
 LJ0457'TWO REFERENCE MARKS AND AN AZIMUTH MARK WAS SET BY THIS PARTY.
 LJ0457'
 LJ0457'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0457'
 LJ0457'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF MC COOK
 LJ0457'NEBRASKA AND 11 MILES NORTHEAST OF HERNDON KANSAS.  IT IS 0.05
 LJ0457'MILE WEST OF A T ROAD, 18.5 FEET SOUTH FROM THE CENTER OF AN
 LJ0457'EAST-WEST ROAD AND 5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 LJ0457'IT IS STAMPED MODRELL 1935 1951 AND IS SET FLUSH.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 3 IS SET IN AN EAST-WEST FENCE LINE AND 23
 LJ0457'FEET SOUTH FROM THE CENTER OF A DIRT ROAD.  IT IS STAMPED
 LJ0457'MODRELL NO 3 1951 AND PROJECTS 6 INCHES.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 4 IS SET IN AN EAST-WEST FENCE LINE AND
 LJ0457'23 FEET SOUTH FROM THE CENTER OF A DIRT ROAD.  IT IS STAMPED
 LJ0457'MODRELL NO 4 1951 AND PROJECTS 4 INCHES.
 LJ0457'
 LJ0457'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 LJ0457'NO. 4 IS 68.8 FEET.
 LJ0457'
 LJ0457'THE AZIMUTH MARK IS 57 FEET NORTHEAST FROM THE CENTER OF A
 LJ0457'T ROAD INTERSECTION, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT
 LJ0457'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MODRELL 1951
 LJ0457'AND PROJECTS 4 INCHES.
 LJ0457'
 LJ0457'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO NORTH
 LJ0457'0.05 MILE TO A CROSS-STREET, TURN RIGHT AND GO EAST ON A HARD
 LJ0457'SURFACED ROAD FOR 0.5 MILE TO STATE HIGHWAY 117, TURN LEFT
 LJ0457'AND GO NORTH ON STATE HIGHWAY 117 FOR 6.0 MILES TO A CROSSROAD,
 LJ0457'TURN RIGHT AND GO EAST AND NORTH ON A DIRT ROAD FOR 4.35 MILES
 LJ0457'TO A T ROAD INTERSECTION AND A WHITE SCHOOLHOUSE ON THE LEFT,
 LJ0457'TURN RIGHT AND GO EASTERLY ON A DIRT ROAD FOR 0.5 MILE TO THE
 LJ0457'TOP OF THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0457'CONTINUE EAST ON A DIRT ROAD FOR 0.55 MILE TO A T ROAD
 LJ0457'INTERSECTION AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0624 ***********************************************************************
 NN0624  DESIGNATION -  MONOWI
 NN0624  PID         -  NN0624
 NN0624  STATE/COUNTY-  NE/BOYD
 NN0624  COUNTRY     -  US
 NN0624  USGS QUAD   -  MARTY (2017)
 NN0624
 NN0624                         *CURRENT SURVEY CONTROL
 NN0624  ______________________________________________________________________
 NN0624* NAD 83(1995) POSITION- 42 53 49.85488(N) 098 24 39.86504(W)   ADJUSTED
 NN0624* NAVD 88 ORTHO HEIGHT -   526.    (meters)     1726.    (feet) SCALED
 NN0624  ______________________________________________________________________
 NN0624  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NN0624  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 NN0624  HORZ ORDER      -  SECOND
 NN0624
 NN0624.The horizontal coordinates were established by classical geodetic methods
 NN0624.and adjusted by the National Geodetic Survey in August 1997.
 NN0624
 NN0624.The orthometric height was scaled from a topographic map.
 NN0624
 NN0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0624.GEOID18 height accuracy estimate available here.
 NN0624
 NN0624.Click photographs - Photos may exist for this station.
 NN0624
 NN0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0624
 NN0624. The following values were computed from the NAD 83(1995) position.
 NN0624
 NN0624;                    North         East     Units Scale Factor Converg.
 NN0624;SPC NE       -   341,391.704   629,765.202   MT  0.99995445   +1 03 10.7
 NN0624;SPC NE       - 1,120,049.28  2,066,154.67   sFT  0.99995445   +1 03 10.7
 NN0624;SPC SD S     -    64,455.957   756,987.723   MT  0.99998549   +1 19 33.9
 NN0624;SPC SD S     -   211,469.25  2,483,550.55   sFT  0.99998549   +1 19 33.9
 NN0624;UTM  14      - 4,749,565.334   548,082.443   MT  0.99962844   +0 24 03.2
 NN0624
 NN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0624!SPC NE       -   0.99992155  x   0.99995445  =   0.99987600
 NN0624!SPC SD S     -   0.99992155  x   0.99998549  =   0.99990704
 NN0624!UTM  14      -   0.99992155  x   0.99962844  =   0.99955002
 NN0624
 NN0624:                Primary Azimuth Mark                     Grid Az
 NN0624:SPC NE       -  MONOWI AZ MK                             265 14 10.8
 NN0624:SPC SD S     -  MONOWI AZ MK                             264 57 47.6
 NN0624:UTM  14      -  MONOWI AZ MK                             265 53 18.3
 NN0624
 NN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4808249565(NAD 83)
 NN0624
 NN0624|---------------------------------------------------------------------|
 NN0624| PID    Reference Object                     Distance      Geod. Az  |
 NN0624|                                                           dddmmss.s |
 NN0624| CO3308 MONOWI RM 2                           7.333 METERS 00410     |
 NN0624| NN0623 D                                   164.525 METERS 03306     |
 NN0624| CO3307 MONOWI RM 1                           6.419 METERS 08719     |
 NN0624| CO3306 MONOWI AZ MK                                       2661721.5 |
 NN0624| NN0812 MARTY ST PAULS MISSION TANK         APPROX.10.6 KM 3525154.6 |
 NN0624| NN0813 MARTY ST PAULS CATH CHURCH          APPROX.10.7 KM 3530646.9 |
 NN0624|---------------------------------------------------------------------|
 NN0624
 NN0624                          SUPERSEDED SURVEY CONTROL
 NN0624
 NN0624  NAD 83(1986)-  42 53 49.86507(N)    098 24 39.86988(W) AD(       ) 2
 NN0624  NAD 27      -  42 53 49.87700(N)    098 24 38.58000(W) AD(       ) 2
 NN0624
 NN0624.Superseded values are not recommended for survey control.
 NN0624
 NN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0624.See file dsdata.pdf to determine how the superseded data were derived.
 NN0624
 NN0624_MARKER: DS = TRIANGULATION STATION DISK
 NN0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0624_STAMPING: MONOWI 1948
 NN0624_MARK LOGO: CGS
 NN0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0624+STABILITY: SURFACE MOTION
 NN0624
 NN0624  HISTORY     - Date     Condition        Report By
 NN0624  HISTORY     - 1948     MONUMENTED       CGS
 NN0624
 NN0624                          STATION DESCRIPTION
 NN0624
 NN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0624'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MONOWI,
 NN0624'ABOUT 6 MILES NORTH OF LYNCH, ABOUT 1-1/2 MILES SOUTH OF THE
 NN0624'MISSOURI RIVER, ON A HIGH BLUFF OVERLOOKING THE VALLEY.
 NN0624'IT IS AT THE NORTH EDGE OF A CLEARED FIELD AND 6 FEET EAST OF
 NN0624'A WITNESS POST.  THE DISK IS STAMPED MONOWI 1948 AND PROJECTS
 NN0624'6 INCHES.
 NN0624'
 NN0624'REFERENCE MARK NO. 1 IS 21.06 FEET EAST OF THE STATION.  THE
 NN0624'DISK IS STAMPED MONOWI NO 1 1948 AND PROJECTS 6 INCHES.
 NN0624'
 NN0624'REFERENCE MARK NO. 2 IS 24.06 FEET NORTH OF THE STATION AND
 NN0624'ABOUT 2 FEET LOWER.  THE DISK IS STAMPED MONOWI NO 2 1948
 NN0624'AND PROJECTS 6 INCHES.
 NN0624'
 NN0624'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 15
 NN0624'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.6 FEET NORTHEAST
 NN0624'OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, AND 1
 NN0624'FOOT NORTH OF A FENCE LINE.  THE DISK IS STAMPED MONOWI 1948
 NN0624'AND PROJECTS 5 INCHES.
 NN0624'
 NN0624'D (USED) IS LOCATED 539.82 FEET NORTHEAST OF THE STATION,
 NN0624'ON THE LOWER POINT OF THE RIDGE.  IT IS A 3 INCH IRON PIPE,
 NN0624'PAINTED WHITE, AND PROJECTS 1 FOOT.  THERE IS NO CAP ON THE
 NN0624'TOP OF THE PIPE.  A THIRD ORDER TRAVERSE WAS RUN TO THIS MARK
 NN0624'FROM THE STATION.
 NN0624'
 NN0624'TO REACH THE STATION FROM LYNCH, GO EAST ON STATE HIGHWAY 12
 NN0624'FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR
 NN0624'4.75 MILES TO A CROSS ROAD.  TURN RIGHT AND GO 0.05 MILE TO A
 NN0624'CULTIVATED FIELD.  TURN LEFT AND FOLLOW AROUND THE EDGE OF THE
 NN0624'FIELD FOR 0.2 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 NN0624'STATION AS DESCRIBED.
 NN0624'
 NN0624'*TO REACH THE AZIMUTH MARK FROM HERE, GO WEST ON A DIRT ROAD
 NN0624'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 NN0624'
 NN0624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1946 ***********************************************************************
 MK1946  DESIGNATION -  MONROE
 MK1946  PID         -  MK1946
 MK1946  STATE/COUNTY-  NE/PLATTE
 MK1946  COUNTRY     -  US
 MK1946  USGS QUAD   -  TARNOV (2017)
 MK1946
 MK1946                         *CURRENT SURVEY CONTROL
 MK1946  ______________________________________________________________________
 MK1946* NAD 83(1995) POSITION- 41 30 42.46599(N) 097 37 24.72146(W)   ADJUSTED
 MK1946* NAVD 88 ORTHO HEIGHT -   528.20  (meters)     1732.9   (feet) LEVELING
 MK1946  ______________________________________________________________________
 MK1946  GEOID HEIGHT    -        -25.052 (meters)                     GEOID18
 MK1946  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 MK1946  HORZ ORDER      -  FIRST
 MK1946  VERT ORDER      -  THIRD ?
 MK1946
 MK1946.The horizontal coordinates were established by classical geodetic methods
 MK1946.and adjusted by the National Geodetic Survey in June 1996.
 MK1946
 MK1946.The orthometric height was determined by differential leveling.
 MK1946.The vertical network tie was performed by a horz. field party for horz.
 MK1946.obs reductions. Reset procedures were used to establish the elevation.
 MK1946
 MK1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1946.GEOID18 height accuracy estimate available here.
 MK1946
 MK1946.Click photographs - Photos may exist for this station.
 MK1946
 MK1946.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1946
 MK1946. The following values were computed from the NAD 83(1995) position.
 MK1946
 MK1946;                    North         East     Units Scale Factor Converg.
 MK1946;SPC NE       -   189,077.174   698,297.115   MT  0.99965860   +1 34 29.6
 MK1946;SPC NE       -   620,330.70  2,290,996.45   sFT  0.99965860   +1 34 29.6
 MK1946;UTM  14      - 4,596,488.368   614,864.202   MT  0.99976237   +0 54 44.6
 MK1946
 MK1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1946!SPC NE       -   0.99992109  x   0.99965860  =   0.99957971
 MK1946!UTM  14      -   0.99992109  x   0.99976237  =   0.99968348
 MK1946
 MK1946:                Primary Azimuth Mark                     Grid Az
 MK1946:SPC NE       -  MONROE AZ MK                             269 20 57.0
 MK1946:UTM  14      -  MONROE AZ MK                             270 00 42.0
 MK1946
 MK1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1486496488(NAD 83)
 MK1946
 MK1946|---------------------------------------------------------------------|
 MK1946| PID    Reference Object                     Distance      Geod. Az  |
 MK1946|                                                           dddmmss.s |
 MK1946| MK1850 HUMPHREY TANK                       APPROX.22.6 KM 0293209.4 |
 MK1946| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.22.9 KM 0294438.9 |
 MK1946| MK1945 TARNOV ST MICHAELS CH SPIRE         APPROX.15.2 KM 0404458.9 |
 MK1946| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.20.0 KM 0425855.7 |
 MK1946| MK1847 BAPTIST CHURCH SPIRE                APPROX.19.5 KM 0593724.6 |
 MK1946| MK1848 PLATTE CENTER TANK                  APPROX.12.2 KM 0743915.3 |
 MK1946| CO1855 MONROE RM 1                          38.666 METERS 09046     |
 MK1946| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX.24.6 KM 1110419.0 |
 MK1946| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.23.8 KM 1131142.1 |
 MK1946| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX.25.0 KM 1132540.7 |
 MK1946| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX.33.7 KM 1132954.0 |
 MK1946| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX.33.9 KM 1144810.6 |
 MK1946| MK1891 SHELBY MUNICIPAL TANK               APPROX.38.9 KM 1545453.8 |
 MK1946| MK1947 MONROE RM 3                          18.295 METERS 17612     |
 MK1946| CO1856 MONROE RM 2                         228.200 METERS 27031     |
 MK1946| CO1854 MONROE AZ MK                                       2705526.6 |
 MK1946|---------------------------------------------------------------------|
 MK1946
 MK1946                          SUPERSEDED SURVEY CONTROL
 MK1946
 MK1946  NAD 83(1986)-  41 30 42.47497(N)    097 37 24.72564(W) AD(       ) 1
 MK1946  NAD 27      -  41 30 42.42900(N)    097 37 23.55000(W) AD(       ) 1
 MK1946  NGVD 29 (07/19/86)  528.4    (m)         1734.     (f) VERT ANG       
 MK1946
 MK1946.Superseded values are not recommended for survey control.
 MK1946
 MK1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1946.See file dsdata.pdf to determine how the superseded data were derived.
 MK1946
 MK1946_MARKER: DS = TRIANGULATION STATION DISK
 MK1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1946_STAMPING: MONROE 1930
 MK1946_MARK LOGO: CGS
 MK1946_PROJECTION: FLUSH
 MK1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1946+STABILITY: SURFACE MOTION
 MK1946
 MK1946  HISTORY     - Date     Condition        Report By
 MK1946  HISTORY     - 1930     MONUMENTED       CGS
 MK1946  HISTORY     - 1934     GOOD             NEGS
 MK1946  HISTORY     - 1935     GOOD             CGS
 MK1946  HISTORY     - 1966     GOOD             CGS
 MK1946  HISTORY     - 1972     GOOD             NGS
 MK1946  HISTORY     - 19951010 SEE DESCRIPTION  NGS
 MK1946
 MK1946                          STATION DESCRIPTION
 MK1946
 MK1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1946'STATION IS ABOUT 2-1/2 MILES N AND 1-1/3 MILES W OF MONROE,
 MK1946'IN THE SE 1/4 OF SEC. 23, T 18 N, R 3 W, ON LAND OWNED BY
 MK1946'L.A. HILL WHO LIVES ABOUT 1/3 MILE E IN THE NW CORNER OF THE
 MK1946'ROADS.  AT THE POINT WHERE THE ROAD GOES OVER THE TOP OF THE
 MK1946'HILL THERE IS A LANE ON THE N SIDE SEPARATING A GRAIN FIELD
 MK1946'FROM THE ROAD.  THE STATION IS ON THE FENCE BETWEEN ROAD
 MK1946'AND LANE AND IS 5 METERS N OF CENTER LINE OF THE ROAD. BOTH
 MK1946'REFERENCE MARKS ARE ALONG THE SAME FENCE.
 MK1946'
 MK1946'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1946'DISKS SET IN CONCRETE.
 MK1946'
 MK1946'STATION AND REFERENCE MARK NO. 2 ARE BOTH FLUSH WITH THE SURFACE
 MK1946'BUT REFERENCE MARK NO. 1 IS ABOUT 4 INCHES BELOW THE SURFACE
 MK1946'AND MAY BE COVERED.
 MK1946'
 MK1946'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 MK1946
 MK1946                          STATION RECOVERY (1934)
 MK1946
 MK1946'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 MK1946'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MK1946'ORIGINAL DESCRIPTION IS STILL GOOD.
 MK1946
 MK1946                          STATION RECOVERY (1935)
 MK1946
 MK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1946'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 MK1946'AND AS DESCRIBED.
 MK1946'
 MK1946'STATION AND REFERENCE MARKS ARE IN FENCE LINE BETWEEN ROAD
 MK1946'AND LANE, 25 FEET N OF CENTER LINE OF ROAD.  STATION AND
 MK1946'REFERENCE MARK NO. 2 ARE FLUSH MARKS, STANDARD DISKS SET IN
 MK1946'BLOCKS OF CONCRETE ABOUT 12 INCHES SQUARE, AS IS REFERENCE
 MK1946'MARK NO. 1, WITH THE EXCEPTION THAT IT IS ABOUT 4 INCHES
 MK1946'BELOW THE SURFACE OF THE GROUND.  MEASUREMENT IS 38.655
 MK1946'METERS AND 126.82 FEET TO REFERENCE MARK NO. 1 WAS CHECKED.
 MK1946'UNABLE TO CHECK DISTANCE OF 228.2 METERS TO REFERENCE MARK
 MK1946'NO. 2 DUE TO LOCAL OBSTRUCTIONS.
 MK1946'
 MK1946'ONE NEW MARK WAS ESTABLISHED, STAMPED MONROE AZIMUTH MARK
 MK1946'1935 AND IT IS 1 MILE W OF STATION IN W FENCE OF SCHOOLYARD
 MK1946'PLAYGROUND, 95 FEET W OF W SIDE OF SCHOOL, 110 FEET N OF CENTER
 MK1946'LINE OF E-W ROAD.
 MK1946'
 MK1946'REACHED FROM BANK OF MONROE IN MONROE BY GOING N 2.5 MILES,
 MK1946'THENCE W 1.25 MILES TO TOP OF HILL AND STATION.
 MK1946
 MK1946                          STATION RECOVERY (1966)
 MK1946
 MK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1946'ALL MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.  STATION MARK IS
 MK1946'DIRECTLY BENEATH A POWERLINE, THEREFORE A STEEL TOWER COULD NOT BE
 MK1946'ERECTED OVER THE MARK.
 MK1946'
 MK1946'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED AND DISTANT OBSERVATIONS
 MK1946'MADE FROM A TOWER OVER THIS MARK.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 2 WAS NOT MEASURED TO FROM THE STATION MARK DUE
 MK1946'TO THE LONG DISTANCE AND A FENCELINE OBSTRUCTION.
 MK1946'
 MK1946'STATION MARK DISK IS STAMPED MONROE 1930, SET IN THE TOP OF A SQUARE
 MK1946'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1946'MARK IS 36 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MK1946'5.5 FEET NORTHWEST OF A POWERLINE POLE, 6 INCHES SOUTH OF A METAL
 MK1946'WITNESS POST AND AN EAST-WEST FENCELINE.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 1 DISK IS STAMPED MONROE NO 1 1930, SET IN THE
 MK1946'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 4 INCHES BELOW THE
 MK1946'SURFACE OF THE GROUND.  MARK IS 124 FEET EAST OF A POWERLINE POLE,
 MK1946'AND 36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 2 DISK IS STAMPED MONROE NO 2 1930, SET IN THE
 MK1946'TOP OF A SQUARE CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE OF
 MK1946'THE GROUND.  MARK IS 76 FEET EAST OF A POWERLINE POLE, 36 FEET NORTH
 MK1946'OF THE CENTER OF THE GRAVELED ROAD AND 6 INCHES SOUTH OF THE
 MK1946'FENCELINE.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MK1946'MONROE NO 3 1930 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MK1946'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE
 MK1946'REFERENCE MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME
 MK1946'AS THE SURFACE DISK.  MARK IS 55.5 FEET SOUTH OF A POWERLINE POLE,
 MK1946'24 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 10 FEET
 MK1946'NORTH OF AN EAST-WEST FENCELINE.
 MK1946'
 MK1946'AZIMUTH MARK DISK IS STAMPED MONROE 1930 1935 AND THE MARK PROJECTS
 MK1946'ABOUT 4 INCHES.  DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 MK1946'MONUMENT.  MARK IS 105 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MK1946'GRAVELED ROAD, 99.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 MK1946'A BRICK SCHOOL BUILDING, 77.0 FEET NORTH-NORTHWEST OF A POWERLINE
 MK1946'POLE, 20.3 FEET SOUTH-SOUTHWEST OF A 10-INCH ELM TREE AND 1 FOOT
 MK1946'EAST OF A NORTH-SOUTH FENCE.
 MK1946'
 MK1946'STATION IS REACHED FROM THE BANK BUILDING AND POST OFFICE IN THE TOWN
 MK1946'OF MONROE.  GO NORTH ON STREET FOR 0.1 MILE TO THE JUNCTION WITH
 MK1946'STATE HIGHWAY 22.  CROSS THE HIGHWAY AND CONTINUE NORTH ON A SURFACED
 MK1946'ROAD FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 MK1946'GRAVELED ROAD FOR 1.25 MILES TO THE CREST OF A HILL AND STATION
 MK1946'ON THE RIGHT.
 MK1946'
 MK1946'AZIMUTH MARK IS REACHED FROM THE STATION.  GO WEST ON THE GRAVELED
 MK1946'ROAD FOR 0.6 MILE TO A GRAVELED CROSS ROAD.  CONTINUE WEST ON
 MK1946'GRAVELED ROAD FOR 0.35 MILE TO A BRICK SCHOOL BUILDING AND THE MARK
 MK1946'ON THE RIGHT, NORTH SIDE OF THE ROAD, AS DESCRIBED.
 MK1946'
 MK1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MK1946'NORTH-NORTHWEST OF MONROE.
 MK1946'
 MK1946'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MK1946
 MK1946                          STATION RECOVERY (1972)
 MK1946
 MK1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1946'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK
 MK1946'AND THE 1930 STATION MARK WERE RECOVERED AND FOUND TO BE IN
 MK1946'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 MK1946'COMPARED FAVORABLY WITH THE 1968 OBSERVATIONS.  THE 1968
 MK1946'RECOVERY NOTE WAS FOUND TO BE COMPLETE AND ADEQUATE.
 MK1946'
 MK1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MK1946'NORTHWEST OF MONROE.
 MK1946
 MK1946                          STATION RECOVERY (1995)
 MK1946
 MK1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1946'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND REFERENCE MARK 3
 MK1946'WERE DESTROYED DUE TO PLANNED ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4136 ***********************************************************************
 AB4136  CBN         -  This is a Cooperative Base Network Control Station.
 AB4136  DESIGNATION -  MONROE 2
 AB4136  PID         -  AB4136
 AB4136  STATE/COUNTY-  NE/PLATTE
 AB4136  COUNTRY     -  US
 AB4136  USGS QUAD   -  LINDSAY SW (2017)
 AB4136
 AB4136                         *CURRENT SURVEY CONTROL
 AB4136  ______________________________________________________________________
 AB4136* NAD 83(2011) POSITION- 41 30 42.81673(N) 097 37 29.07183(W)   ADJUSTED
 AB4136* NAD 83(2011) ELLIP HT-   502.418 (meters)        (06/27/12)   ADJUSTED
 AB4136* NAD 83(2011) EPOCH   -  2010.00
 AB4136* NAVD 88 ORTHO HEIGHT -   527.5   (meters)     1731.    (feet) GPS OBS
 AB4136  ______________________________________________________________________
 AB4136  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4136  GEOID HEIGHT    -        -25.036 (meters)                     GEOID99
 AB4136  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 AB4136  NAD 83(2011) X  -   -634,693.109 (meters)                     COMP
 AB4136  NAD 83(2011) Y  - -4,741,184.989 (meters)                     COMP
 AB4136  NAD 83(2011) Z  -  4,205,494.483 (meters)                     COMP
 AB4136  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 AB4136
 AB4136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4136  Standards:
 AB4136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4136  -------------------------------------------------------------------
 AB4136  NETWORK    0.42   1.12           0.20   0.13   0.57      0.01793509
 AB4136  -------------------------------------------------------------------
 AB4136  Click here for local accuracies and other accuracy information.
 AB4136
 AB4136.The horizontal coordinates were established by GPS observations
 AB4136.and adjusted by the National Geodetic Survey in June 2012.
 AB4136
 AB4136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4136.been affixed to the stable North American tectonic plate. See 
 AB4136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4136
 AB4136.The horizontal coordinates are valid at the epoch date displayed above
 AB4136.which is a decimal equivalence of Year/Month/Day.
 AB4136
 AB4136.The orthometric height was determined by GPS observations and a
 AB4136.high-resolution geoid model.
 AB4136
 AB4136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4136.GEOID18 height accuracy estimate available here.
 AB4136
 AB4136.Click photographs - Photos may exist for this station.
 AB4136
 AB4136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4136
 AB4136.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4136
 AB4136.The ellipsoidal height was determined by GPS observations
 AB4136.and is referenced to NAD 83.
 AB4136
 AB4136. The following values were computed from the NAD 83(2011) position.
 AB4136
 AB4136;                    North         East     Units Scale Factor Converg.
 AB4136;SPC NE       -   189,085.216   698,196.009   MT  0.99965860   +1 34 26.7
 AB4136;SPC NE       -   620,357.08  2,290,664.74   sFT  0.99965860   +1 34 26.7
 AB4136;UTM  14      - 4,596,497.580   614,763.185   MT  0.99976208   +0 54 41.7
 AB4136
 AB4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4136!SPC NE       -   0.99992120  x   0.99965860  =   0.99957983
 AB4136!UTM  14      -   0.99992120  x   0.99976208  =   0.99968330
 AB4136
 AB4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1476396497(NAD 83)
 AB4136
 AB4136                          SUPERSEDED SURVEY CONTROL
 AB4136
 AB4136  NAD 83(2007)-  41 30 42.81669(N)    097 37 29.07244(W) AD(2002.00) 0
 AB4136  ELLIP H (02/10/07)  502.441  (m)                       GP(2002.00)    
 AB4136  ELLIP H (07/10/01)  502.402  (m)                       GP(       ) 4 1
 AB4136  NAD 83(1995)-  41 30 42.81654(N)    097 37 29.07178(W) AD(       ) B
 AB4136  ELLIP H (06/25/96)  502.495  (m)                       GP(       ) 1 1
 AB4136  NAVD 88 (06/25/96)  527.4    (m)  GEOID93  model used  GPS OBS        
 AB4136
 AB4136.Superseded values are not recommended for survey control.
 AB4136
 AB4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4136.See file dsdata.pdf to determine how the superseded data were derived.
 AB4136
 AB4136_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4136_STAMPING: MONROE 2 1995
 AB4136_MARK LOGO: NGS
 AB4136_PROJECTION: FLUSH
 AB4136_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4136+STABILITY: SURFACE MOTION
 AB4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4136+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2020
 AB4136
 AB4136  HISTORY     - Date     Condition        Report By
 AB4136  HISTORY     - 1995     MONUMENTED       NEDR
 AB4136  HISTORY     - 20000605 GOOD             NEDR
 AB4136  HISTORY     - 20100512 GOOD             INDIV
 AB4136  HISTORY     - 20201028 GOOD             NEGS
 AB4136
 AB4136                          STATION DESCRIPTION
 AB4136
 AB4136'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (HED)
 AB4136'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF PLATTE CENTER, 3.0
 AB4136'MI (4.8 KM) NORTH OF MONROE, IN THE SE1/4, SEC23, T18N, R3W AND ON
 AB4136'PROPERTY OWNED BY MR. ROSS HILL, MONROE, NEBRASKA.  TELEPHONE
 AB4136'402-495-3617.  THE PROPERTY IS CURRENTLY RENTED TO GERALD MICEK,
 AB4136'TELEPHONE 402-495-4477.  TO REACH THE MARK FROM THE POST OFFICE AND
 AB4136'BANK BUILDING IN MONROE, GO NORTH ON WEBSTER STREET FOR 0.05 MI (0.08
 AB4136'KM) TO STATE HIGHWAY 22.  CONTINUE NORTH ON WEBSTER STREET AND A
 AB4136'GRAVELED COUNTY ROAD FOR 2.4 MI (3.9 KM) TO A CROSSROAD.  TURN LEFT
 AB4136'AND GO WEST ON A GRAVELED ROAD FOR 1.30 MI (2.09 KM) TO THE MARK ON
 AB4136'THE RIGHT, JUST WEST OF FIELD ENTRANCES ON EITHER SIDE OF THE ROAD.
 AB4136'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AB4136'FLUSH WITH THE GROUND SURFACE.  IT IS 230 FT (70.1 M) WEST OF THE
 AB4136'CENTERLINE OF THE FIELD ENTRANCE ON THE NORTH SIDE OF THE ROAD, 67.5
 AB4136'FT (20.6 M) NORTH OF THE CENTERLINE OF THE ROAD, 50.8 FT (15.5 M)
 AB4136'NORTHWEST OF A UTILITY POLE, 9.865 M (32.365 FT) SOUTHEAST OF A REBAR
 AB4136'AND CAP IN AN OLD NORTH-SOUTH FENCE, 4.899 M (16.073 FT) NORTHEAST OF
 AB4136'AN OLD FENCE CORNER POST, 3.655 M (11.991 FT) EAST OF A REBAR AND CAP
 AB4136'IN THE OLD NORTH-SOUTH FENCE, 0.64 M (2.10 FT) SOUTH OF A WITNESS POST
 AB4136'AND 0.64 M (2.10 FT) NORTH FROM A WITNESS POST.  A MAGNET WAS PLACED
 AB4136'IN BOTH THE SURFACE MARK AND THE UNDERGROUND MARK.
 AB4136
 AB4136                          STATION RECOVERY (2000)
 AB4136
 AB4136'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4136'RECOVERED AS DESCRIBED.
 AB4136
 AB4136                          STATION RECOVERY (2010)
 AB4136
 AB4136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 AB4136'RECOVERED IN GOOD CONDITION.
 AB4136
 AB4136                          STATION RECOVERY (2020)
 AB4136
 AB4136'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 AB4136'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 22 AND 370 AVENUE
 AB4136'(GLEASON ST.) AT THE WEST END OF MONROE, NE., GO WEST ON NE. HIGHWAY
 AB4136'22 FOR 0.75 MI (1.21 KM) TO THE INTERSECTION OF NE. HIGHWAY 22 AND
 AB4136'385TH AVENUE.  TURN RIGHT AND GO NORTH FOR 2.5 MI (4.0 KM) TO 280TH
 AB4136'ST.  TURN LEFT ON 280TH ST. AND GO WEST FOR 0.3 MI (0.5 KM) TO THE
 AB4136'STATION ON THE RIGHT (NORTH).
 AB4136'
 AB4136'THE MARK IS 230 FT (70.1 M) WEST OF THE CENTERLINE OF A FIELD ENTRANCE
 AB4136'ON THE NORTH SIDE OF THE ROAD, 67.5 FT (20.6 M) NORTH OF THE
 AB4136'CENTERLINE OF 280TH ST, 50.8 FT (15.5 M) NORTHWEST OF A UTILITY POLE,
 AB4136'32.37 FT (9.9 M) SOUTHEAST OF A REBAR AND CAP IN AN OLD (NORTH SOUTH)
 AB4136'FENCE, 16.1 FT (4.9 M) NORTHEAST OF AN OLD FENCE CORNER POST, 11.99 FT
 AB4136'(3.7 M) EAST OF A REBAR AND CAP IN THE OLD (NORTH SOUTH) FENCE AND 2.1
 AB4136'FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4118 ***********************************************************************
 AB4118  CBN         -  This is a Cooperative Base Network Control Station.
 AB4118  DESIGNATION -  MONUMENT 2
 AB4118  PID         -  AB4118
 AB4118  STATE/COUNTY-  NE/LINCOLN
 AB4118  COUNTRY     -  US
 AB4118  USGS QUAD   -  SUTHERLAND RESERVOIR WEST (2017)
 AB4118
 AB4118                         *CURRENT SURVEY CONTROL
 AB4118  ______________________________________________________________________
 AB4118* NAD 83(2011) POSITION- 41 04 37.41320(N) 101 08 20.78040(W)   ADJUSTED
 AB4118* NAD 83(2011) ELLIP HT-   941.519 (meters)        (06/27/12)   ADJUSTED
 AB4118* NAD 83(2011) EPOCH   -  2010.00
 AB4118* NAVD 88 ORTHO HEIGHT -   963.5   (meters)     3161.    (feet) GPS OBS
 AB4118  ______________________________________________________________________
 AB4118  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4118  GEOID HEIGHT    -        -21.729 (meters)                     GEOID93
 AB4118  GEOID HEIGHT    -        -21.941 (meters)                     GEOID18
 AB4118  NAD 83(2011) X  -   -930,349.678 (meters)                     COMP
 AB4118  NAD 83(2011) Y  - -4,724,959.538 (meters)                     COMP
 AB4118  NAD 83(2011) Z  -  4,169,496.713 (meters)                     COMP
 AB4118  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 AB4118
 AB4118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4118  Standards:
 AB4118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4118  -------------------------------------------------------------------
 AB4118  NETWORK    0.45   1.20           0.21   0.14   0.61     -0.01974050
 AB4118  -------------------------------------------------------------------
 AB4118  Click here for local accuracies and other accuracy information.
 AB4118
 AB4118.The horizontal coordinates were established by GPS observations
 AB4118.and adjusted by the National Geodetic Survey in June 2012.
 AB4118
 AB4118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4118.been affixed to the stable North American tectonic plate. See 
 AB4118.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4118
 AB4118.The horizontal coordinates are valid at the epoch date displayed above
 AB4118.which is a decimal equivalence of Year/Month/Day.
 AB4118
 AB4118.The orthometric height was determined by GPS observations and a
 AB4118.high-resolution geoid model.
 AB4118
 AB4118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4118.GEOID18 height accuracy estimate available here.
 AB4118
 AB4118.Click photographs - Photos may exist for this station.
 AB4118
 AB4118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4118
 AB4118.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4118
 AB4118.The ellipsoidal height was determined by GPS observations
 AB4118.and is referenced to NAD 83.
 AB4118
 AB4118. The following values were computed from the NAD 83(2011) position.
 AB4118
 AB4118;                    North         East     Units Scale Factor Converg.
 AB4118;SPC NE       -   138,716.467   404,305.627   MT  0.99968643   -0 45 17.6
 AB4118;SPC NE       -   455,105.61  1,326,459.38   sFT  0.99968643   -0 45 17.6
 AB4118;UTM  14      - 4,549,516.105   320,301.846   MT  0.99999744   -1 24 21.3
 AB4118
 AB4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4118!SPC NE       -   0.99985234  x   0.99968643  =   0.99953881
 AB4118!UTM  14      -   0.99985234  x   0.99999744  =   0.99984978
 AB4118
 AB4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2030149516(NAD 83)
 AB4118
 AB4118                          SUPERSEDED SURVEY CONTROL
 AB4118
 AB4118  NAD 83(2007)-  41 04 37.41306(N)    101 08 20.78129(W) AD(2002.00) 0
 AB4118  ELLIP H (02/10/07)  941.544  (m)                       GP(2002.00)    
 AB4118  ELLIP H (09/24/01)  941.528  (m)                       GP(       ) 4 1
 AB4118  NAD 83(1995)-  41 04 37.41262(N)    101 08 20.78090(W) AD(       ) B
 AB4118  ELLIP H (06/25/96)  941.576  (m)                       GP(       ) 1 1
 AB4118
 AB4118.Superseded values are not recommended for survey control.
 AB4118
 AB4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4118.See file dsdata.pdf to determine how the superseded data were derived.
 AB4118
 AB4118_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4118_STAMPING: NPPD MON 2 EL 3161.72 E=154835520 N=51808699
 AB4118_MARK LOGO: NEPPD
 AB4118_PROJECTION: FLUSH
 AB4118_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4118+STABILITY: SURFACE MOTION
 AB4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4118+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2022
 AB4118
 AB4118  HISTORY     - Date     Condition        Report By
 AB4118  HISTORY     - UNK      MONUMENTED       NEPPD
 AB4118  HISTORY     - 19950515 GOOD             NGS
 AB4118  HISTORY     - 20221117 GOOD             NEPPD
 AB4118
 AB4118                          STATION DESCRIPTION
 AB4118
 AB4118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4118'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF HERSHEY, 6.0
 AB4118'MI (9.7 KM) SOUTH OF SUTHERLAND, 0.1 MI (0.2 KM) SOUTHEAST OF THE
 AB4118'GERALD GENTLEMAN POWER PLANT, IN THE SE1/4, SEC19, T13N, R33W AND ON
 AB4118'PROPERTY OWNED BY THE NEBRASKA PUBLIC POWER DISTRICT.  CONTACT TOM
 AB4118'SCHROEDER, ENGINEERING SUPERVISOR, GENTLEMAN STATION, BOX 68,
 AB4118'SUTHERLAND, NEBRASKA, 69165.  TELEPHONE 308-386-2441.  TO REACH THE
 AB4118'MARK FROM WHERE INTERSTATE HIGHWAY 80 CROSSES OVER STATE HIGHWAY 25
 AB4118'ABOUT 1.0 MI (1.6 KM) SOUTH OF SUTHERLAND, GO SOUTHERLY ON HIGHWAY 25
 AB4118'FOR 5.2 MI (8.4 KM) TO THE ENTRANCE TO THE POWER PLANT ON THE LEFT.
 AB4118'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.5 MI (0.8 KM) TO A
 AB4118'SECURITY GATE.  NOTIFY THE SECURITY GUARD, THEN CONTINUE EAST FOR 0.1
 AB4118'MI (0.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH, ALONG THE
 AB4118'WEST SIDE OF THE PLANT AND CROSSING A RAILROAD TRACK, FOR 0.1 MI (0.2
 AB4118'KM) TO A CROSSROAD.  TURN LEFT AND GO EAST, ALONG THE SOUTH SIDE OF
 AB4118'THE PLANT FOR 0.1 MI (0.2 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 AB4118'SOUTH, CROSSING A RAILROAD TRACK, FOR 0.1 MI (0.2 KM) TO A CURVE, LEFT
 AB4118'AND EAST.  CONTINUE EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT,
 AB4118'ATOP A HILL, SOUTH OF A RAILROAD TRACK.  THE MARK IS A PLAIN BRASS
 AB4118'DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 10.0 FT
 AB4118'(3.0 M) DEEP AND FLUSH WITH THE GROUND SURFACE.  IT IS SURROUNDED BY 3
 AB4118'IRON PIPES THAT PROJECT 4.0 FT (1.2 M) ABOVE THE GROUND SURFACE AND IS
 AB4118'60.0 FT (18.3 M) NORTH FROM THE CENTERLINE OF THE POWER PLANT ROAD AND
 AB4118'2.5 FT (0.8 M) NORTHWEST FROM A WITNESS POST.  REBAR WAS DRIVEN BESIDE
 AB4118'THE MARK.
 AB4118
 AB4118                          STATION RECOVERY (2022)
 AB4118
 AB4118'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 AB4118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4132 ***********************************************************************
 AB4132  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4132  CBN         -  This is a Cooperative Base Network Control Station.
 AB4132  DESIGNATION -  MONUMENT 5
 AB4132  PID         -  AB4132
 AB4132  STATE/COUNTY-  NE/LANCASTER
 AB4132  COUNTRY     -  US
 AB4132  USGS QUAD   -  HALLAM (2017)
 AB4132
 AB4132                         *CURRENT SURVEY CONTROL
 AB4132  ______________________________________________________________________
 AB4132* NAD 83(2011) POSITION- 40 33 59.45093(N) 096 47 05.15996(W)   ADJUSTED
 AB4132* NAD 83(2011) ELLIP HT-   409.638 (meters)        (06/27/12)   ADJUSTED
 AB4132* NAD 83(2011) EPOCH   -  2010.00
 AB4132* NAVD 88 ORTHO HEIGHT -   435.78  (meters)     1429.7   (feet) GPS OBS
 AB4132  ______________________________________________________________________
 AB4132  NAVD 88 orthometric height was determined with an earlier geoid model
 AB4132  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 AB4132  NAD 83(2011) X  -   -573,255.992 (meters)                     COMP
 AB4132  NAD 83(2011) Y  - -4,818,364.945 (meters)                     COMP
 AB4132  NAD 83(2011) Z  -  4,126,239.905 (meters)                     COMP
 AB4132  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 AB4132
 AB4132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4132  Standards:
 AB4132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4132  -------------------------------------------------------------------
 AB4132  NETWORK    0.33   0.61           0.15   0.11   0.31      0.00129866
 AB4132  -------------------------------------------------------------------
 AB4132  Click here for local accuracies and other accuracy information.
 AB4132
 AB4132.The horizontal coordinates were established by GPS observations
 AB4132.and adjusted by the National Geodetic Survey in June 2012.
 AB4132
 AB4132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4132.been affixed to the stable North American tectonic plate. See 
 AB4132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4132
 AB4132.The horizontal coordinates are valid at the epoch date displayed above
 AB4132.which is a decimal equivalence of Year/Month/Day.
 AB4132
 AB4132.The orthometric height was determined by GPS observations and a
 AB4132.high-resolution geoid model using precise GPS observation and
 AB4132.processing techniques.
 AB4132
 AB4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4132.GEOID18 height accuracy estimate available here.
 AB4132
 AB4132.Click photographs - Photos may exist for this station.
 AB4132
 AB4132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4132
 AB4132.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4132
 AB4132.The ellipsoidal height was determined by GPS observations
 AB4132.and is referenced to NAD 83.
 AB4132
 AB4132. The following values were computed from the NAD 83(2011) position.
 AB4132
 AB4132;                    North         East     Units Scale Factor Converg.
 AB4132;SPC NE       -    86,466.093   772,159.347   MT  0.99979181   +2 07 50.6
 AB4132;SPC NE       -   283,680.84  2,533,326.12   sFT  0.99979181   +2 07 50.6
 AB4132;UTM  14      - 4,492,996.042   687,527.048   MT  1.00003288   +1 26 27.8
 AB4132
 AB4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4132!SPC NE       -   0.99993575  x   0.99979181  =   0.99972757
 AB4132!UTM  14      -   0.99993575  x   1.00003288  =   0.99996862
 AB4132
 AB4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8752792996(NAD 83)
 AB4132
 AB4132                          SUPERSEDED SURVEY CONTROL
 AB4132
 AB4132  NAD 83(2007)-  40 33 59.45091(N)    096 47 05.16059(W) AD(2002.00) 0
 AB4132  ELLIP H (02/10/07)  409.658  (m)                       GP(2002.00)    
 AB4132  ELLIP H (07/10/01)  409.623  (m)                       GP(       ) 4 1
 AB4132  NAD 83(1995)-  40 33 59.45073(N)    096 47 05.15997(W) AD(       ) B
 AB4132  ELLIP H (06/25/96)  409.735  (m)                       GP(       ) 1 1
 AB4132  NAVD 88 (06/25/96)  435.8    (m)  GEOID93  model used  GPS OBS        
 AB4132
 AB4132.Superseded values are not recommended for survey control.
 AB4132
 AB4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4132.See file dsdata.pdf to determine how the superseded data were derived.
 AB4132
 AB4132_MARKER: DD = SURVEY DISK
 AB4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4132_MARK LOGO: NEPPD
 AB4132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4132+STABILITY: SURFACE MOTION
 AB4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4132+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AB4132
 AB4132  HISTORY     - Date     Condition        Report By
 AB4132  HISTORY     - UNK      MONUMENTED       NEPPD
 AB4132  HISTORY     - 19950601 GOOD             NGS
 AB4132  HISTORY     - 20000613 GOOD             NEDR
 AB4132  HISTORY     - 2002     GOOD             NEDR
 AB4132
 AB4132                          STATION DESCRIPTION
 AB4132
 AB4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4132'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF COURTLAND, 2.0
 AB4132'MI (3.2 KM) NORTH OF HALLAM, 0.5 MI (0.8 KM) NORTH-NORTHWEST OF THE
 AB4132'NEBRASKA PUBLIC POWER DISTRICT SHELDON STATION POWER PLANT, ON PLANT
 AB4132'PROPERTY AND IN THE NE1/4, SEC19, T7N, R6E.  THE CONTACT AT NPPD IS
 AB4132'MIKE TEETER, SHELDON STATION, BOX 88, HALLAM, NEBRASKA 68368.
 AB4132'TELEPHONE 402-787-2555.  TO REACH THE MARK FROM THE POST OFFICE IN
 AB4132'HALLAM, GO EAST ON MAIN STREET AND WEST HALLAM ROAD FOR 0.45 MI (0.72
 AB4132'KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON SOUTHWEST 42ND
 AB4132'STREET FOR 2.0 MI (3.2 KM) TO A GRAVELED CROSSROAD. TURN LEFT AND GO
 AB4132'WEST ON WEST PRINCETON ROAD FOR 0.25 MI (0.40 KM) TO A SIDE ROAD ON
 AB4132'THE LEFT LEADING INTO THE POWER PLANT AND THE MARK IN THE SOUTHWEST
 AB4132'ANGLE OF THE INTERSECTION.  THE MARK IS AN ALUMINUM DISK, WHICH BEARS
 AB4132'THE PRECAST LETTERING--NPPD COLUMBUS NE--BUT NO STAMPING, THAT IS SET
 AB4132'INTO THE TOP OF A 2 FT (0.6 M) DIAMETER ROUND CONCRETE MONUMENT, SET 6
 AB4132'FT (1.8 M) DEEP, THAT IS FLUSH WITH THE GROUND.  IT IS 40.5 FT (12.3
 AB4132'M) SOUTH OF THE CENTERLINE OF WEST PRINCETON ROAD, 31.5 FT (9.6 M)
 AB4132'WEST OF THE CENTERLINE OF THE ROAD INTO THE POWER PLANT, 11.8 FT (3.6
 AB4132'M) SOUTHWEST OF A FENCE CORNER POST, 9.9 FT (3.0 M) SOUTHEAST OF A
 AB4132'WITNESS POST AND IS ABOUT 2 FT (0.6 M) LOWER THAN THE ROADS.
 AB4132
 AB4132                          STATION RECOVERY (2000)
 AB4132
 AB4132'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4132'RECOVERED AS DESCRIBED.
 AB4132
 AB4132                          STATION RECOVERY (2002)
 AB4132
 AB4132'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4132'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1387 ***********************************************************************
 LF1387  DESIGNATION -  MOODY RESET
 LF1387  PID         -  LF1387
 LF1387  STATE/COUNTY-  NE/NEMAHA
 LF1387  COUNTRY     -  US
 LF1387  USGS QUAD   -  AUBURN (2017)
 LF1387
 LF1387                         *CURRENT SURVEY CONTROL
 LF1387  ______________________________________________________________________
 LF1387* NAD 83(1995) POSITION- 40 27 41.79264(N) 095 48 34.67446(W)   ADJUSTED
 LF1387* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 LF1387  ______________________________________________________________________
 LF1387  GEOID HEIGHT    -        -29.612 (meters)                     GEOID18
 LF1387  LAPLACE CORR    -         -6.76  (seconds)                    DEFLEC18
 LF1387  HORZ ORDER      -  FIRST
 LF1387
 LF1387.The horizontal coordinates were established by classical geodetic methods
 LF1387.and adjusted by the National Geodetic Survey in August 1997.
 LF1387
 LF1387.The orthometric height was scaled from a topographic map.
 LF1387
 LF1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1387.GEOID18 height accuracy estimate available here.
 LF1387
 LF1387.Click photographs - Photos may exist for this station.
 LF1387
 LF1387.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1387
 LF1387. The following values were computed from the NAD 83(1995) position.
 LF1387
 LF1387;                    North         East     Units Scale Factor Converg.
 LF1387;SPC NE       -    78,367.666   855,208.585   MT  0.99982314   +2 46 37.0
 LF1387;SPC NE       -   257,111.25  2,805,796.83   sFT  0.99982314   +2 46 37.0
 LF1387;UTM  15      - 4,482,785.382   261,778.157   MT  1.00029861   -1 49 26.9
 LF1387
 LF1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1387!SPC NE       -   0.99994894  x   0.99982314  =   0.99977209
 LF1387!UTM  15      -   0.99994894  x   1.00029861  =   1.00024754
 LF1387
 LF1387:                Primary Azimuth Mark                     Grid Az
 LF1387:SPC NE       -  MOODY AZ MK                              089 50 45.0
 LF1387:UTM  15      -  MOODY AZ MK                              094 26 48.9
 LF1387
 LF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6177882785(NAD 83)
 LF1387
 LF1387|---------------------------------------------------------------------|
 LF1387| PID    Reference Object                     Distance      Geod. Az  |
 LF1387|                                                           dddmmss.s |
 LF1387| CL7930 MOODY RM 3                          391.575 METERS 00305     |
 LF1387| CL7931 MOODY RM 4                          465.564 METERS 0330918.1 |
 LF1387| LF1367 PERU MUNICIPAL TANK                 APPROX. 6.5 KM 0765547.5 |
 LF1387| CL7928 MOODY RM 1                           39.605 METERS 08943     |
 LF1387| CL7927 MOODY AZ MK                                        0923722.0 |
 LF1387| CL7929 MOODY RM 2                           40.672 METERS 27158     |
 LF1387|---------------------------------------------------------------------|
 LF1387
 LF1387                          SUPERSEDED SURVEY CONTROL
 LF1387
 LF1387  NAD 83(1986)-  40 27 41.79906(N)    095 48 34.67018(W) AD(       ) 1
 LF1387  NAD 27      -  40 27 41.79400(N)    095 48 33.67700(W) AD(       ) 1
 LF1387
 LF1387.Superseded values are not recommended for survey control.
 LF1387
 LF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1387.See file dsdata.pdf to determine how the superseded data were derived.
 LF1387
 LF1387_MARKER: DS = TRIANGULATION STATION DISK
 LF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1387_STAMPING: MOODY 1934 1967
 LF1387_MARK LOGO: CGS
 LF1387_PROJECTION: RECESSED 46 CENTIMETERS
 LF1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1387+STABILITY: SURFACE MOTION
 LF1387
 LF1387  HISTORY     - Date     Condition        Report By
 LF1387  HISTORY     - 1934     MONUMENTED       CGS
 LF1387  HISTORY     - 1947     GOOD             CGS
 LF1387  HISTORY     - 1967     GOOD             CGS
 LF1387
 LF1387                          STATION DESCRIPTION
 LF1387
 LF1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1387'STATION IS ABOUT 6 MILES NORTHEAST OF AUBURN, IN NORTHWEST
 LF1387'QUARTER OF SEC. 26 T. 6 N., R. 14 E., ON LAND OWNED BY MR. MOODY
 LF1387'WHO LIVES 0.2 MILE SOUTH-SOUTHEAST OF STATION.  MARK, NOTE 1B,
 LF1387'IS PLACED AT NORTH EDGE OF WHEAT FIELD, 10 FEET SOUTH OF HEDGE
 LF1387'FENCE, 273 FEET EAST OF AN 18-INCH CHERRY TREE WHICH IS IN
 LF1387'NORTH-SOUTH HEDGE FENCE.  UNDERGROUND MARK IS SET AS DESCRIBED.
 LF1387'
 LF1387'REACHED FROM AUBURN POST OFFICE BY GOING NORTH ON U.S. HIGHWAY
 LF1387'75 FOR 4.5 MILES TO A DIRT ROAD, THENCE EAST 1.55 MILES TO
 LF1387'GATE IN NORTH FENCE LINE WHICH IS JUST WEST OF A SMALL CEMETERY,
 LF1387'GO DUE NORTH THROUGH GATE 0.2 MILE TO HEDGE FENCE AND STATION.
 LF1387'
 LF1387'REFERENCE MARK NO.1 IS 39.605 METERS (129.94 FEET)
 LF1387'EAST OF STATION, 3 FEET SOUTH OF EAST-WEST THORN-HEDGE FENCE.
 LF1387'
 LF1387'REFERENCE MARK NO.2 IS 40.672 METERS (133.44 FEET)
 LF1387'WEST OF STATION 3 FEET SOUTH OF EAST-WEST THORN-HEDGE FENCE.
 LF1387'
 LF1387'AZIMUTH MARK IS 0.4 MILE EAST OF STATION.  TO REACH
 LF1387'FROM STATION, GO SOUTH 0.2 MILE TO DIRT ROAD, THENCE EAST 0.4
 LF1387'MILE TO CROSSROADS, THENCE NORTH 0.2 MILE TO MARK, 27 FEET
 LF1387'WEST OF CENTERLINE OF ROAD, 32 PACES SOUTH OF GATES ON BOTH SIDES
 LF1387'OF ROAD.
 LF1387'
 LF1387'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1387
 LF1387                          STATION RECOVERY (1947)
 LF1387
 LF1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1387'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 LF1387'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS AND DIRECTION
 LF1387'TO R.M. NO. 2 WERE NOT CHECKED DUE TO THICKNESS OF HEDGEROW.
 LF1387'DUE TO LENGTH OF HEDGEROWS IT WAS IMPOSSIBLE TO SET NEW REFERENCE
 LF1387'MARKS.
 LF1387'
 LF1387'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF AUBURN AT
 LF1387'THE EDGE OF A CULTIVATED FIELD AND 10 FEET SOUTH OF HEDGE FENCE.
 LF1387'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MOODY
 LF1387'1934.
 LF1387'
 LF1387'REFERENCE MARK NO. 1 IS 129.96 FEET (NOT CHECKED) EAST OF STATION,
 LF1387'3 FEET SOUTH OF HEDGE FENCE AND IS IN THE HEDGEROW.  THE MARK
 LF1387'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MOODY NO 1 1934.
 LF1387'
 LF1387'REFERENCE MARK NO. 2 IS 133.44 FEET (NOT CHECKED) WEST OF STATION,
 LF1387'3 FEET SOUTH OF HEDGE FENCE AND IS IN THE HEDGEROW.  THE MARK
 LF1387'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED MOODY NO 2 1934.
 LF1387'
 LF1387'AZIMUTH MARK IS 0.4 MILE EAST OF STATION, 32 PACES SOUTH OF
 LF1387'GATE, 26 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND
 LF1387'2 FEET EAST OF FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LF1387'THE DISK IS A STANDARD REFERENCE MARK IS STAMPED MOODY AZI 1934.
 LF1387'
 LF1387'TO REACH STATION FROM POST OFFICE IN AUBURN GO NORTH ON U.S.
 LF1387'HIGHWAY NOS. 73 AND 75 FOR 4.7 MILES TO CROSS ROADS.  TURN RIGHT
 LF1387'AND GO EAST ON DIRT ROAD FOR 1.0 MILE TO CROSS ROAD.  CONTINUE EAST
 LF1387'FOR .55 MILE TO GATE IN NORTH FENCELINE WHICH IS JUST WEST OF A
 LF1387'SMALL CEMETERY.  GO DUE NORTH ACROSS CULTIVATED FIELD FOR 0.2
 LF1387'MILE TO HEDGE FENCE AND STATION AS DESCRIBED.
 LF1387'
 LF1387'TO REACH AZIMUTH FROM STATION GO SOUTH 0.2 MILE TO DIRT ROAD.  TURN
 LF1387'LEFT AND GO EAST 0.4 MILE TO CROSS ROAD.  TURN LEFT AND GO NORTH
 LF1387'0.2 MILE TO AZIMUTH ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LF1387
 LF1387                          STATION RECOVERY (1967)
 LF1387
 LF1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LF1387'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LF1387'WERE FOUND DISPLACED.  THE UNDERGROUND STATION MARK AND THE
 LF1387'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION SITE IS NOW
 LF1387'IN A CULTIVATED FIELD AND THE PROPERTY OWNER REQUEST FOR THE
 LF1387'STATION MARK TO BE LOWERED AND THE REFERENCE MARKS BE SET IN THE
 LF1387'FENCE LINE NORTH OF THE STATION.
 LF1387'
 LF1387'THE STATION MARK WAS LOWERED AND REFERENCE MARKS NUMBER 3 AND 4
 LF1387'WERE SET.
 LF1387'
 LF1387'FOLLOWING IS A NEW DESCRIPTION.
 LF1387'
 LF1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73, 75
 LF1387'AND 163 IN AUBURN, GO NORTH ON U.S. HIGHWAYS 73 AND 75 FOR 4.9
 LF1387'MILES TO THE JUNCTION OF STATE HIGHWAY 67.  TURN RIGHT AND GO
 LF1387'EAST ON STATE HIGHWAY 67 FOR 1.5 MILES TO A GATE ON THE RIGHT.
 LF1387'THE STATION IS ON THE HIGHEST POINT OF THE HILL AT THE QUARTER
 LF1387'SECTION LINE SOUTH-SOUTHEAST OF THE GATE.
 LF1387'
 LF1387'STATION SURFACE MARK, A STANDARD DISK STAMPED MOODY 1934 1967,
 LF1387'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES
 LF1387'BELOW THE SURFACE OF THE GROUND.  IT IS 1,286 FEET SOUTH OF AN
 LF1387'EAST-WEST FENCE.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED
 LF1387'MOODY 1934, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LF1387'36 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1387'
 LF1387'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MOODY 1934 NO.3
 LF1387'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LF1387'6 INCHES.  IT IS 42.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LF1387'67, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT WEST OF
 LF1387'A METAL WITNESS POST.
 LF1387'
 LF1387'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MOODY 1934 NO. 4
 LF1387'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LF1387'6 INCHES.  IT IS 40.5 FEET SOUTH OF THE CENTER OF STATE
 LF1387'HIGHWAY 67, 9 FEET WEST OF THE WEST GATE POST AT A FIELD
 LF1387'ENTRANCE, 1 FOOT SOUTH OF THE EAST-WEST FENCE, AND 1 FOOT EAST
 LF1387'OF A METAL WITNESS POST.
 LF1387'
 LF1387'AZIMUTH MARK, A STANDARD DISK STAMPED MOODY AZ. 1934, IS SET
 LF1387'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LF1387'IS 95 FEET SOUTH OF THE CENTER OF A GATE, 27 FEET WEST OF THE
 LF1387'CENTER OF A NORTH-SOUTH ROAD, 2 FEET EAST OF A FENCE, AND 1
 LF1387'FOOT SOUTH OF A METAL WITNESS POST.
 LF1387'
 LF1387'TO REACH THE AZIMUTH MARK FROM THE GATE NORTH OF THE STATION, GO
 LF1387'EAST ON STATE HIGHWAY 67 FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT
 LF1387'AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON
 LF1387'THE RIGHT.
 LF1387'
 LF1387'BEING THE STATION IS UNDERGROUND IN AN CULTIVATED FIELD THE
 LF1387'ANGLES WERE OBSERVED FROM THE REFERENCE MARKS.
 LF1387'
 LF1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2
 LF1387'MILES NNE OF AUBURN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0407 ***********************************************************************
 NO0407  DESIGNATION -  MOON
 NO0407  PID         -  NO0407
 NO0407  STATE/COUNTY-  NE/BROWN
 NO0407  COUNTRY     -  US
 NO0407  USGS QUAD   -  PHILBRICK LAKE (2017)
 NO0407
 NO0407                         *CURRENT SURVEY CONTROL
 NO0407  ______________________________________________________________________
 NO0407* NAD 83(1995) POSITION- 42 22 03.70644(N) 100 07 04.27582(W)   ADJUSTED
 NO0407* NAVD 88 ORTHO HEIGHT -   890.    (meters)     2920.    (feet) SCALED
 NO0407  ______________________________________________________________________
 NO0407  GEOID HEIGHT    -        -21.982 (meters)                     GEOID18
 NO0407  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 NO0407  HORZ ORDER      -  SECOND
 NO0407
 NO0407.The horizontal coordinates were established by classical geodetic methods
 NO0407.and adjusted by the National Geodetic Survey in August 1997.
 NO0407
 NO0407.The orthometric height was scaled from a topographic map.
 NO0407
 NO0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0407.GEOID18 height accuracy estimate available here.
 NO0407
 NO0407.Click photographs - Photos may exist for this station.
 NO0407
 NO0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0407
 NO0407. The following values were computed from the NAD 83(1995) position.
 NO0407
 NO0407;                    North         East     Units Scale Factor Converg.
 NO0407;SPC NE       -   281,396.132   490,294.306   MT  0.99977178   -0 04 41.2
 NO0407;SPC NE       -   923,213.81  1,608,573.90   sFT  0.99977178   -0 04 41.2
 NO0407;UTM  14      - 4,691,207.550   407,956.289   MT  0.99970424   -0 45 12.1
 NO0407
 NO0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0407!SPC NE       -   0.99986384  x   0.99977178  =   0.99963565
 NO0407!UTM  14      -   0.99986384  x   0.99970424  =   0.99956812
 NO0407
 NO0407:                Primary Azimuth Mark                     Grid Az
 NO0407:SPC NE       -  MOON AZ MK                               208 32 08.1
 NO0407:UTM  14      -  MOON AZ MK                               209 12 39.0
 NO0407
 NO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0795691207(NAD 83)
 NO0407
 NO0407|---------------------------------------------------------------------|
 NO0407| PID    Reference Object                     Distance      Geod. Az  |
 NO0407|                                                           dddmmss.s |
 NO0407| CO3318 MOON RM                              14.403 METERS 01116     |
 NO0407| CO3319 MOON RM 1                            23.012 METERS 10748     |
 NO0407| CO3317 MOON AZ MK                                         2082726.9 |
 NO0407|---------------------------------------------------------------------|
 NO0407
 NO0407                          SUPERSEDED SURVEY CONTROL
 NO0407
 NO0407  NAD 83(1986)-  42 22 03.70955(N)    100 07 04.28599(W) AD(       ) 2
 NO0407  NAD 27      -  42 22 03.71800(N)    100 07 02.81700(W) AD(       ) 2
 NO0407
 NO0407.Superseded values are not recommended for survey control.
 NO0407
 NO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0407.See file dsdata.pdf to determine how the superseded data were derived.
 NO0407
 NO0407_MARKER: DB = BENCH MARK DISK
 NO0407_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0407_STAMPING: MOON 1947
 NO0407_MARK LOGO: USGS
 NO0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0407
 NO0407  HISTORY     - Date     Condition        Report By
 NO0407  HISTORY     - 1949     MONUMENTED       USGS
 NO0407
 NO0407                          STATION DESCRIPTION
 NO0407
 NO0407'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0407'THE STATION IS LOCATED ABOUT 17.0 MILES SOUTH-SOUTHWEST OF
 NO0407'JOHNSTOWN, 0.75 MILE SOUTH OF THE WEST END OF MOON LAKE AND
 NO0407'0.5 MILE NORTH-NORTHEAST OF MR. RAY OATMANS HOME ON LAND
 NO0407'OWNED BY MR. ROY OATMAN.  IT IS ON THE HIGHEST POINT OF
 NO0407'SAND HILL, 6 FEET NORTH OF WITNESS POST.  IT IS A 6 INCH
 NO0407'SQUARE CONCRETE POST WITH A STANDARD DISK SET IN THE TOP.
 NO0407'IT IS STAMPED MOON 1947 AND PROJECTS 6 INCHES.
 NO0407'
 NO0407'REFERENCE MARK (USGS) IS NORTH OF THE STATION, ON THE NORTH
 NO0407'EDGE OF THE SAME HILL AS THE STATION.  IT IS A 6 INCH SQUARE
 NO0407'CONCRETE POST WITH A STANDARD DISK SET IN THE TOP.  IT IS
 NO0407'STAMPED REF MOON 1947 AND PROJECTS 4 INCHES.
 NO0407'
 NO0407'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ON THE
 NO0407'EAST EDGE OF SAND BLOWOUT AND ON THE SAME ELEVATION AS THE
 NO0407'STATION.  IT IS STAMPED MOON NO 1 1949 AND PROJECTS 2 INCHES.
 NO0407'
 NO0407'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 50 FEET NORTHWEST
 NO0407'OF THE CENTER OF CATTLE GUARD, 30 FEET WEST OF THE NORTH END
 NO0407'OF WIRE GATE, 5 FEET EAST OF TELEPHONE POLE, 2 FEET EAST OF
 NO0407'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 NO0407'STAMPED MOON 1949 AND PROJECTS 2 INCHES.
 NO0407'
 NO0407'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0407'GO EAST ON U.S. HIGHWAY 20 FOR 1.6 MILES TO CROSSROADS, TURN
 NO0407'RIGHT AND GO SOUTH ON GRADED ROAD FOR 7.4 MILES TO DRIVEWAY
 NO0407'RIGHT TO MR. DORSEY KELLERS RANCH, CONTINUE SOUTH ON TRACK
 NO0407'ROAD FOR 1.2 MILES TO FORKS, TAKE LEFT FORK AND CONTINUE SOUTH
 NO0407'ON TRACK ROAD FOR 1.7 MILES TO CATTLE GUARD AND FORKS, TAKE
 NO0407'LEFT FORK AND CONTINUE SOUTH FOR 0.85 MILE TO CATTLE GUARD AND
 NO0407'FORKS, TAKE RIGHT FORK AND CONTINUE SOUTHERLY FOR 0.75 TO
 NO0407'FORKS EAST OF RANCH HOUSE, TAKE LEFT FORK AND CONTINUE ON
 NO0407'MAIN TRAVELED ROAD FOR 1.25 MILE TO CATTLE GUARD, CONTINUE
 NO0407'ON MAIN TRAVELED ROAD FOR 0.1 MILE TO FORKS, TAKE RIGHT
 NO0407'FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.4 MILES TO
 NO0407'LONE MAIL BOX ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN
 NO0407'TRAVELED ROAD FOR 2.25 MILE TO CATTLE GUARD, CONTINUE ON
 NO0407'MAIN ROAD FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK AND GO
 NO0407'1.1 MILE TO GATE EAST OF WINDMILL, GO THROUGH GATE AND
 NO0407'CONTINUE WESTERLY UP VALLEY FOR 1.05 MILE TO RANCH HOUSE
 NO0407'SOUTH OF ROAD, CONTINUE WESTERLY UP VALLEY FOR 2.2 MILES TO
 NO0407'CATTLE GUARD AND AZIMUTH MARK NORTHWEST AS DESCRIBED,
 NO0407'CONTINUE WESTERLY ON TRACK ROAD FOR 0.15 MILE TO DRIVEWAY
 NO0407'ON THE EAST SIDE OF MR. ROY OATMANS HOUSE, TURN NORTH INTO
 NO0407'DRIVEWAY TO GATE NORTHEAST OF HOUSE, GO THROUGH GATE INTO
 NO0407'FEED LOT, TURN SHARP LEFT AND GO WEST TO GATE AT
 NO0407'SOUTHWEST CORNER OF BARN, GO THROUGH GATE AND GO ON WEST
 NO0407'SIDE OF BARN TO GATE AT THE NORTHWEST CORNER OF BARN, GO
 NO0407'THROUGH GATE INTO SMALL PASTURE AND GATE IN THE NORTHEAST
 NO0407'CORNER OF PASTURE, GO THROUGH GATE AND GO NORTH-NORTHEAST TO
 NO0407'TOP OF HILL AND STATION ABOUT 0.5 MILE NORTH-NORTHEAST OF
 NO0407'MR. ROY OATMANS HOUSE AS DESCRIBED.
 NO0407'
 NO0407'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'A 74 FOOT SIGNAL AT STATION GOOSE CREEK (USGS) IS VISIBLE AT
 NO0407'4 FEET.
 NO0407'
 NO0407'A 4 FOOT SIGNAL AT STATION SKULL IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'A 4 FOOT SIGNAL AT STATION MORRIS IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'A 4 FOOT SIGNAL AT STATION KELLER (USGS) IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0583 ***********************************************************************
 MN0583  DESIGNATION -  MOON
 MN0583  PID         -  MN0583
 MN0583  STATE/COUNTY-  NE/KIMBALL
 MN0583  COUNTRY     -  US
 MN0583  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0583
 MN0583                         *CURRENT SURVEY CONTROL
 MN0583  ______________________________________________________________________
 MN0583* NAD 83(1995) POSITION- 41 21 57.44163(N) 103 43 10.48925(W)   ADJUSTED
 MN0583* NAVD 88 ORTHO HEIGHT -  1510.    (meters)     4954.    (feet) SCALED
 MN0583  ______________________________________________________________________
 MN0583  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 MN0583  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 MN0583  HORZ ORDER      -  SECOND
 MN0583
 MN0583.The horizontal coordinates were established by classical geodetic methods
 MN0583.and adjusted by the National Geodetic Survey in August 1997.
 MN0583
 MN0583.The orthometric height was scaled from a topographic map.
 MN0583
 MN0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0583.GEOID18 height accuracy estimate available here.
 MN0583
 MN0583.Click photographs - Photos may exist for this station.
 MN0583
 MN0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0583
 MN0583. The following values were computed from the NAD 83(1995) position.
 MN0583
 MN0583;                    North         East     Units Scale Factor Converg.
 MN0583;SPC NE       -   176,850.970   188,991.026   MT  0.99966156   -2 27 53.8
 MN0583;SPC NE       -   580,218.56    620,048.06   sFT  0.99966156   -2 27 53.8
 MN0583;UTM  13      - 4,580,173.797   607,088.587   MT  0.99974113   +0 50 46.6
 MN0583
 MN0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0583!SPC NE       -   0.99976618  x   0.99966156  =   0.99942782
 MN0583!UTM  13      -   0.99976618  x   0.99974113  =   0.99950737
 MN0583
 MN0583:                Primary Azimuth Mark                     Grid Az
 MN0583:SPC NE       -  MOON AZ MK                               092 41 28.7
 MN0583:UTM  13      -  MOON AZ MK                               089 22 48.3
 MN0583
 MN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0708880173(NAD 83)
 MN0583
 MN0583|---------------------------------------------------------------------|
 MN0583| PID    Reference Object                     Distance      Geod. Az  |
 MN0583|                                                           dddmmss.s |
 MN0583| CP7790 MOON AZ MK                                         0901334.9 |
 MN0583| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX. 5.5 KM 1235242.1 |
 MN0583| CP7791 MOON RM 1                            24.821 METERS 26638     |
 MN0583| CP7792 MOON RM 2                            78.611 METERS 34003     |
 MN0583| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 6.9 KM 3533524.6 |
 MN0583|---------------------------------------------------------------------|
 MN0583
 MN0583                          SUPERSEDED SURVEY CONTROL
 MN0583
 MN0583  NAD 83(1993)-  41 21 57.44110(N)    103 43 10.48911(W) AD(       ) 2
 MN0583  NAD 83(1986)-  41 21 57.43250(N)    103 43 10.48803(W) AD(       ) 2
 MN0583  NAD 27      -  41 21 57.51140(N)    103 43 08.69260(W) AD(       ) 2
 MN0583
 MN0583.Superseded values are not recommended for survey control.
 MN0583
 MN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0583.See file dsdata.pdf to determine how the superseded data were derived.
 MN0583
 MN0583_MARKER: DS = TRIANGULATION STATION DISK
 MN0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0583_STAMPING: MOON 1963
 MN0583_MARK LOGO: CGS
 MN0583_PROJECTION: FLUSH
 MN0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0583+STABILITY: SURFACE MOTION
 MN0583
 MN0583  HISTORY     - Date     Condition        Report By
 MN0583  HISTORY     - 1963     MONUMENTED       CGS
 MN0583
 MN0583                          STATION DESCRIPTION
 MN0583
 MN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0583'THE STATION IS 9 MILES NORTH AND 3 MILES WEST OF KIMBALL,
 MN0583'IN THE SOUTHWEST QUARTER OF SECTION 11, T 16 N, R 56 W, AND
 MN0583'ON THE NORTH SIDE OF A SECTION LINE ROAD.
 MN0583'
 MN0583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0583'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0583'7.05 MILES TO A CROSSROD.  CONTINUE NORTH ON HIGHWAY 71 FOR
 MN0583'1.95 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL
 MN0583'ROAD FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 MN0583'NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE WEST ON THE
 MN0583'GRAVEL ROAD FOR 1.0 MILE TO A DRIVEWAY INTO A STORAGE YARD
 MN0583'FOR FARM MACHINERY ON THE RIGHT AND THE STATION ON THE WEST
 MN0583'SIDE OF THE DRIVEWAY.
 MN0583'
 MN0583'STATION MARKS ARE STANDARD DISKS STAMPED MOON 1963.  THE SURFACE
 MN0583'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0583'OF THE GROUND.  IT IS 85.5 FEET EAST OF A POWER POLE, 37 FEET
 MN0583'WEST OF THE CENTER OF THE DRIVEWAY, AND 35 FEET NORTH OF THE
 MN0583'CENTER OF THE GRAVEL ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MN0583'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 MN0583'THE GROUND.
 MN0583'
 MN0583'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOON NO 1 1963,
 MN0583'IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0583'IT IS 37 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, AND 3
 MN0583'FEET EAST OF THE POWER POLE.
 MN0583'
 MN0583'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOON NO 2 1963,
 MN0583'IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0583'IT IS 2.5 FEET SOUTH OF A POWER POLE.
 MN0583'
 MN0583'AZIMUTH MARK, A STANDARD DISK STAMPED MOON 1963, IS SET IN
 MN0583'A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MN0583'51 FEET NORTHWEST OF THE CENTER OF AN INTERSECTION, 2.2 FEET
 MN0583'WEST OF A POWER POLE, AND 2.0 FEET SOUTH OF A METAL WITNESS POST.
 MN0583'
 MN0583'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0464 ***********************************************************************
 NO0464  DESIGNATION -  MOON
 NO0464  PID         -  NO0464
 NO0464  STATE/COUNTY-  NE/CHERRY
 NO0464  COUNTRY     -  US
 NO0464  USGS QUAD   -  MEDICINE LAKE (2017)
 NO0464
 NO0464                         *CURRENT SURVEY CONTROL
 NO0464  ______________________________________________________________________
 NO0464* NAD 83(1995) POSITION- 42 42 50.42660(N) 101 29 20.93734(W)   ADJUSTED
 NO0464* NAVD 88 ORTHO HEIGHT -  1050.    (meters)     3445.    (feet) SCALED
 NO0464  ______________________________________________________________________
 NO0464  GEOID HEIGHT    -        -19.654 (meters)                     GEOID18
 NO0464  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 NO0464  HORZ ORDER      -  THIRD
 NO0464
 NO0464.The horizontal coordinates were established by classical geodetic methods
 NO0464.and adjusted by the National Geodetic Survey in August 1997.
 NO0464
 NO0464.The orthometric height was scaled from a topographic map.
 NO0464
 NO0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0464.GEOID18 height accuracy estimate available here.
 NO0464
 NO0464.Click photographs - Photos may exist for this station.
 NO0464
 NO0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0464
 NO0464. The following values were computed from the NAD 83(1995) position.
 NO0464
 NO0464;                    North         East     Units Scale Factor Converg.
 NO0464;SPC NE       -   320,902.690   378,032.175   MT  0.99988145   -0 59 12.7
 NO0464;SPC NE       - 1,052,828.24  1,240,260.56   sFT  0.99988145   -0 59 12.7
 NO0464;UTM  14      - 4,732,060.992   296,169.898   MT  1.00011117   -1 41 20.6
 NO0464
 NO0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0464!SPC NE       -   0.99983838  x   0.99988145  =   0.99971984
 NO0464!UTM  14      -   0.99983838  x   1.00011117  =   0.99994953
 NO0464
 NO0464:                Primary Azimuth Mark                     Grid Az
 NO0464:SPC NE       -  MOON AZ MK                               155 33 48.9
 NO0464:UTM  14      -  MOON AZ MK                               156 15 56.8
 NO0464
 NO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9616932060(NAD 83)
 NO0464
 NO0464|---------------------------------------------------------------------|
 NO0464| PID    Reference Object                     Distance      Geod. Az  |
 NO0464|                                                           dddmmss.s |
 NO0464| CQ3534 MOON AZ MK                                         1543436.2 |
 NO0464| CQ3535 MOON RM 1                            19.395 METERS 19202     |
 NO0464| CQ3536 MOON RM 2                            19.624 METERS 31644     |
 NO0464|---------------------------------------------------------------------|
 NO0464
 NO0464                          SUPERSEDED SURVEY CONTROL
 NO0464
 NO0464  NAD 83(1986)-  42 42 50.42169(N)    101 29 20.94442(W) AD(       ) 3
 NO0464  NAD 27      -  42 42 50.44800(N)    101 29 19.37400(W) AD(       ) 3
 NO0464
 NO0464.Superseded values are not recommended for survey control.
 NO0464
 NO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0464.See file dsdata.pdf to determine how the superseded data were derived.
 NO0464
 NO0464_MARKER: DS = TRIANGULATION STATION DISK
 NO0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0464_STAMPING: MOON 1949
 NO0464_MARK LOGO: CGS
 NO0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0464+STABILITY: SURFACE MOTION
 NO0464
 NO0464  HISTORY     - Date     Condition        Report By
 NO0464  HISTORY     - 1949     MONUMENTED       CGS
 NO0464
 NO0464                          STATION DESCRIPTION
 NO0464
 NO0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0464'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTH OF ELI, ABOUT 0.5
 NO0464'OF A MILE SOUTH OF MEDICINE CREEK AND ABOUT 2.0 MILES WEST
 NO0464'AND 1.0 MILE NORTH OF THE SITE OF THE OLD BAILEY POST OFFICE.
 NO0464'IT IS ON THE TOP OF THE HIGHEST SAND HILL IN THE IMMEDIATE
 NO0464'VICINITY OVERLOOKING A LAKE TO THE NORTHWEST AND A LAKE TO
 NO0464'THE NORTHEAST.  IT IS 6.0 FEET NORTHEAST OF A WITNESS POST.
 NO0464'IT PROJECTS 4 INCHES AND IS STAMPED MOON 1949.
 NO0464'
 NO0464'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 NO0464'HILL ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0464'PROJECTS 3 INCHES AND IS STAMPED MOON NO 1 1949.
 NO0464'
 NO0464'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE
 NO0464'HILL ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0464'PROJECTS 2 INCHES AND IS STAMPED MOON NO 2 1949.
 NO0464'
 NO0464'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0464'NO. 2 IS 113.43 FEET.
 NO0464'
 NO0464'THE AZIMUTH MARK IS ABOUT 0.05 OF A MILE EAST OF A T FENCE
 NO0464'CORNER, 1.0 FOOT EAST OF A WITNESS POST AND 0.3 OF A FOOT SOUTH
 NO0464'OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED MOON 1949.
 NO0464'
 NO0464'TO REACH THE STATION FROM THE POST OFFICE IN CODY, GO SOUTH ON
 NO0464'A GRAVELED ROAD FOR 0.15 OF A MILE TO U.S. HIGHWAY NO. 20,
 NO0464'TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO. 20 FOR 0.8 OF A MILE
 NO0464'TO A T ROAD LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD SOUTHERLY
 NO0464'FOR 2.0 MILES TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE
 NO0464'MAIN ROAD FOR 6.45 MILES TO A BRIDGE OVER THE NIOBRARA RIVER,
 NO0464'CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.45 OF A MILE TO A
 NO0464'FORK, TAKE THE LEFT FORK FOR A FEW YARDS THEN TAKE THE RIGHT
 NO0464'FORK ON MAIN TRAVELED ROAD FOR 1.1 MILES TO A T INTERSECTION
 NO0464'AT A WHITE HOUSE, TURN RIGHT AND GO WEST FOR 0.6 OF A MILE
 NO0464'TO A CATTLE GUARD, CROSS GUARD AND TURN LEFT AND GO
 NO0464'SOUTHERLY FOR 2.35 MILES TO A CATTLE GUARD, CONTINUE
 NO0464'SOUTH FOR 2.85 MILES TO A WOODEN BRIDGE OVER MEDICINE CREEK,
 NO0464'CONTINUE SOUTH FOR 0.05 OF A MILE TO A CATTLE GUARD, CONTINUE
 NO0464'SOUTHERLY FOR 2.55 MILES TO A CATTLE GUARD, CONTINUE SOUTH
 NO0464'AND WEST ON MAIN TRACK ROAD FOR 0.65 OF A MILE TO A RANCH
 NO0464'HOUSE ON THE LEFT, CONTINUE ON MAIN ROAD PASSING BETWEEN
 NO0464'RANCH BUILDINGS FOR 1.1 MILES TO A CATTLE GUARD, CONTINUE
 NO0464'ON MAIN TRACK ROAD FOR 0.2 OF A MILE TO A FORK, TAKE THE
 NO0464'RIGHT FORK AND GO WESTERLY ACROSS A MEADOW FOR 0.6 OF A MILE
 NO0464'TO A RANCH HOUSE ON THE RIGHT, CONTINUE WESTERLY ACROSS
 NO0464'MEADOW ON TRACK ROAD FOR 1.9 MILES TO A CATTLE GUARD AT THE
 NO0464'WEST EDGE OF THE MEADOW, CONTINUE SOUTHWEST AND WEST ON
 NO0464'TRACK ROAD FOR 0.85 OF A MILE TO A CATTLE GUARD, CONTINUE
 NO0464'WESTERLY FOR 1.5 MILES TO A CATTLE GUARD, CONTINUE WESTERLY FOR
 NO0464'0.9 OF A MILE TO A RANCH HOUSE ON THE RIGHT, CONTINUE WEST
 NO0464'AND SOUTHWEST ON THE MAIN TRACK ROAD FOR 0.95 OF A MILE TO
 NO0464'A CATTLE GUARD, CROSS CATTLE GUARD AND TAKE THE RIGHT FORK
 NO0464'WESTERLY FOR 0.55 OF A MILE TO A CATTLE GUARD, CONTINUE SOUTHWEST
 NO0464'ON TRACK ROAD FOR 0.2 OF A MILE, HERE LEAVE TRACK ROAD AND
 NO0464'BEAR TO THE RIGHT ALONG THE EDGE OF A DRY CREEK BED FOR 0.25
 NO0464'OF A MILE TO A FENCE CORNER ON THE RIGHT, CONTINUE NORTH AND
 NO0464'NORTHWEST ALONG THE WEST SIDE OF A FENCE FOR 0.35 OF A MILE
 NO0464'TO A WIRE GATE JUST WEST OF A FENCE CORNER, PASS THROUGH
 NO0464'WIRE GATE AND TURN RIGHT AND FOLLOW A DIM TRACK ROAD FOR
 NO0464'0.45 OF A MILE TO A VERY DIM TRACK ROAD AND FORK JUST WEST
 NO0464'OF A WINDMILL, TAKE THE LEFT FORK ON DIM TRACK ROAD FOR 0.55
 NO0464'OF A MILE TO ATHE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NO0464'CONTINUE WEST FOR ABOUT 0.05 OF A MILE TO A WIRE GATE ON THE
 NO0464'RIGHT IN AN EAST-WEST FENCE, TURN RIGHT THROUGH GATE AND
 NO0464'CONTINUE ON DIM TRACK ROAD FOR 0.45 OF A MILE TO THE
 NO0464'INTERSECTION WITH ANOTHER TRACK ROAD, HERE TURN RIGHT ACROSS
 NO0464'TRACK ROAD AND PICK WAY NORTH-NORTHWEST ACROSS A PASTURE FOR
 NO0464'ABOUT 1.0 MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0464'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0376 ***********************************************************************
 NO0376  DESIGNATION -  MOORE
 NO0376  PID         -  NO0376
 NO0376  STATE/COUNTY-  NE/KEYA PAHA
 NO0376  COUNTRY     -  US
 NO0376  USGS QUAD   -  HAYFORD LAKE (2017)
 NO0376
 NO0376                         *CURRENT SURVEY CONTROL
 NO0376  ______________________________________________________________________
 NO0376* NAD 83(1995) POSITION- 42 59 41.42181(N) 100 02 59.59823(W)   ADJUSTED
 NO0376* NAVD 88 ORTHO HEIGHT -   786.    (meters)     2579.    (feet) SCALED
 NO0376  ______________________________________________________________________
 NO0376  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 NO0376  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 NO0376  HORZ ORDER      -  FIRST
 NO0376
 NO0376.The horizontal coordinates were established by classical geodetic methods
 NO0376.and adjusted by the National Geodetic Survey in August 1997.
 NO0376
 NO0376.The orthometric height was scaled from a topographic map.
 NO0376
 NO0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0376.GEOID18 height accuracy estimate available here.
 NO0376
 NO0376.Click photographs - Photos may exist for this station.
 NO0376
 NO0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0376
 NO0376. The following values were computed from the NAD 83(1995) position.
 NO0376
 NO0376;                    North         East     Units Scale Factor Converg.
 NO0376;SPC NE       -   351,049.109   495,931.721   MT  0.99999764   -0 01 59.0
 NO0376;SPC NE       - 1,151,733.62  1,627,069.32   sFT  0.99999764   -0 01 59.0
 NO0376;SPC SD S     -    73,527.292   623,113.470   MT  0.99996567   +0 11 43.9
 NO0376;SPC SD S     -   241,230.79  2,044,331.44   sFT  0.99996567   +0 11 43.9
 NO0376;UTM  14      - 4,760,776.457   414,417.822   MT  0.99969010   -0 42 57.6
 NO0376
 NO0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0376!SPC NE       -   0.99988038  x   0.99999764  =   0.99987803
 NO0376!SPC SD S     -   0.99988038  x   0.99996567  =   0.99984606
 NO0376!UTM  14      -   0.99988038  x   0.99969010  =   0.99957052
 NO0376
 NO0376:                Primary Azimuth Mark                     Grid Az
 NO0376:SPC NE       -  MOORE AZ MK                              317 09 57.6
 NO0376:SPC SD S     -  MOORE AZ MK                              316 56 14.7
 NO0376:UTM  14      -  MOORE AZ MK                              317 50 56.2
 NO0376
 NO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1441760776(NAD 83)
 NO0376
 NO0376|---------------------------------------------------------------------|
 NO0376| PID    Reference Object                     Distance      Geod. Az  |
 NO0376|                                                           dddmmss.s |
 NO0376| CO3321 MOORE RM 1                            9.320 METERS 15342     |
 NO0376| CO3322 MOORE RM 2                            7.995 METERS 22754     |
 NO0376| CO3320 MOORE AZ MK                                        3170758.6 |
 NO0376|---------------------------------------------------------------------|
 NO0376
 NO0376                          SUPERSEDED SURVEY CONTROL
 NO0376
 NO0376  NAD 83(1986)-  42 59 41.42675(N)    100 02 59.61138(W) AD(       ) 1
 NO0376  NAD 27      -  42 59 41.40300(N)    100 02 58.18000(W) AD(       ) 1
 NO0376
 NO0376.Superseded values are not recommended for survey control.
 NO0376
 NO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0376.See file dsdata.pdf to determine how the superseded data were derived.
 NO0376
 NO0376_MARKER: DS = TRIANGULATION STATION DISK
 NO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0376_STAMPING: MOORE 1936
 NO0376_MARK LOGO: CGS
 NO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0376+STABILITY: SURFACE MOTION
 NO0376
 NO0376  HISTORY     - Date     Condition        Report By
 NO0376  HISTORY     - 1936     MONUMENTED       CGS
 NO0376  HISTORY     - 1949     GOOD             CGS
 NO0376
 NO0376                          STATION DESCRIPTION
 NO0376
 NO0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0376'STATION IS ABOUT 12.2 MILES AIRLINE SOUTHEAST OF CLEARFIELD, S.
 NO0376'DAK., 0.3 MILE SOUTH OF THE STATE LINE, AND ABOUT 0.3 MILE
 NO0376'SOUTHEAST OF THE STATE LINE MARKER NO. 20 1/2.
 NO0376'
 NO0376'REACHED FROM VALENTINE, NEBR., BY GOING EAST ON STATE HIGHWAY
 NO0376'7 FROM ITS JUNCTION WITH U.S. HIGHWAY 183 FOR 20.7 MILES, OR
 NO0376'0.9 MILE BEYOND SPARKS, NEBR.  TAKE DIRT ROAD EAST WHERE STATE
 NO0376'7 TAKES A SHARP RIGHT TURN TO THE SOUTH AND GO 1.0 MILE, TURN
 NO0376'NORTH AT T-ROAD INTERSECTION AND GO 1.0 MILE, TURN EAST AT T-ROAD
 NO0376'INTERSECTION AND GO DIRECTLY EAST 7.0 MILES TO CROSSROADS, TURN
 NO0376'NORTH AND GO 2 MILES TO T-ROAD INTERSECTION, TURN EAST AND GO
 NO0376'0.4 MILE TO T-ROAD, TURN NORTH AND GO 1.0 MILE TO BEND IN
 NO0376'ROAD, TURN EAST AND GO EAST AND NORTH ON WINDING ROAD 1.0 MILE
 NO0376'TO MR. MOORES HOUSE ON THE MC COID RANCH.  FROM HERE
 NO0376'BEAR EAST TO FENCE LINE, BEAR SOUTH AND FOLLOW DIM ROAD
 NO0376'THROUGH TWO FENCES ALONG TOP OF RIDGE TO STATION.  MARK IS
 NO0376'ABOUT 0.5 MILE SOUTHEAST OF THE MOORE HOUSE AND ABOUT 3 PACES
 NO0376'SOUTH OF THE NORTH SLOPE OF THE HIGHEST POINT OF A RIDGE OF
 NO0376'NORTHWEST-SOUTHEAST GRASSY HILLS.
 NO0376'
 NO0376'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION AND 10.500 METERS
 NO0376'EAST OF REFERENCE MARK NO. 2.  MARK PROJECTS 3 INCHES.
 NO0376'
 NO0376'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  MARK PROJECTS 3
 NO0376'INCHES.
 NO0376'
 NO0376'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF STATION
 NO0376'AT FENCE CORNER, 1.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NO0376'HOG PASTURE, 40 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NO0376'MOORE HOUSE, 3 YARDS NORTH OF CENTERLINE OF EAST-WEST ROAD.  MARK
 NO0376'PROJECTS ABOUT 12 INCHES.
 NO0376'
 NO0376'ALL LIGHTS VISIBLE FROM 4-FOOT STAND.
 NO0376'
 NO0376'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0376'BRONZE DISKS SET AS DESCRIBED.
 NO0376
 NO0376                          STATION RECOVERY (1949)
 NO0376
 NO0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0376'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NO0376'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NO0376'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0376'
 NO0376'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH-NORTHEAST OF NORDEN
 NO0376'AND 0.3 MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, ON
 NO0376'THE HIGH POINT OF A PROMINENT SAND HILL IN A PASTURE.  IT IS 4
 NO0376'FEET SOUTH OF WITNESS POST, STAMPED MOORE 1936 AND PROJECTS 4
 NO0376'INCHES.
 NO0376'
 NO0376'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND ON ABOUT THE
 NO0376'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MOORE NO 1
 NO0376'1936 AND PROJECTS 4 INCHES.
 NO0376'
 NO0376'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION AND ON ABOUT THE
 NO0376'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MOORE NO 2 1936
 NO0376'AND PROJECTS 4 INCHES.
 NO0376'
 NO0376'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0376'NO 2 IS 34.42 FEET.
 NO0376'
 NO0376'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NO0376'0.15 MILE NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE AND ABOUT
 NO0376'200 FEET SOUTH-SOUTHEAST OF WINDMILL, SET IN AN OPEN PASTURE.
 NO0376'IT IS STAMPED MOORE 1 1936 AND PROJECTS 2 FEET.
 NO0376'
 NO0376'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN NORDEN,
 NO0376'GO WEST FOR 0.3 MILE TO CROSSROAD, TURN RIGHT AND FOLLOW MAIN
 NO0376'ROAD NORTH FOR 9.0 MILES TO STATE LINE WHERE ROAD TURNS EAST,
 NO0376'TURN RIGHT AND FOLLOW STATE LINE ROAD EAST FOR 1.2 MILES TO GATE
 NO0376'IN FENCE LINE ON THE LEFT, (TURN LEFT THROUGH GATE AND GO
 NO0376'NORTH-NORTHEAST ACROSS PASTURE FOR 0.15 MILE TO THE AZIMUTH
 NO0376'MARK AS DESCRIBED) CONTINUE EAST ON STATE LINE ROAD FOR 0.5
 NO0376'MILE THROUGH NARROW LANE TO A POINT NORTH OF THE HIGHEST POINT
 NO0376'TO THE SOUTH, LET FENCE LINE DOWN AND GO SOUTH ACROSS PASTURE
 NO0376'FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 NO0376'
 NO0376'OBSERVATIONS MADE FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0445 ***********************************************************************
 MM0445  DESIGNATION -  MOORE
 MM0445  PID         -  MM0445
 MM0445  STATE/COUNTY-  NE/MCPHERSON
 MM0445  COUNTRY     -  US
 MM0445  USGS QUAD   -  WRIGHT VALLEY (2017)
 MM0445
 MM0445                         *CURRENT SURVEY CONTROL
 MM0445  ______________________________________________________________________
 MM0445* NAD 83(1995) POSITION- 41 43 08.67738(N) 101 07 43.30873(W)   ADJUSTED
 MM0445* NAVD 88 ORTHO HEIGHT -  1133.1   (meters)     3718.    (feet) VERTCON
 MM0445  ______________________________________________________________________
 MM0445  GEOID HEIGHT    -        -20.926 (meters)                     GEOID18
 MM0445  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 MM0445  HORZ ORDER      -  FIRST
 MM0445
 MM0445.The horizontal coordinates were established by classical geodetic methods
 MM0445.and adjusted by the National Geodetic Survey in August 1997.
 MM0445
 MM0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0445
 MM0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0445.GEOID18 height accuracy estimate available here.
 MM0445
 MM0445.Click photographs - Photos may exist for this station.
 MM0445
 MM0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0445
 MM0445. The following values were computed from the NAD 83(1995) position.
 MM0445
 MM0445;                    North         East     Units Scale Factor Converg.
 MM0445;SPC NE       -   209,978.613   406,110.517   MT  0.99966550   -0 44 52.7
 MM0445;SPC NE       -   688,904.83  1,332,380.92   sFT  0.99966550   -0 44 52.7
 MM0445;UTM  14      - 4,620,775.967   322,928.391   MT  0.99998585   -1 25 01.1
 MM0445
 MM0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0445!SPC NE       -   0.99982559  x   0.99966550  =   0.99949115
 MM0445!UTM  14      -   0.99982559  x   0.99998585  =   0.99981144
 MM0445
 MM0445:                Primary Azimuth Mark                     Grid Az
 MM0445:SPC NE       -  HANEY                                    315 41 40.9
 MM0445:UTM  14      -  HANEY                                    316 21 49.3
 MM0445
 MM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2292820775(NAD 83)
 MM0445
 MM0445|---------------------------------------------------------------------|
 MM0445| PID    Reference Object                     Distance      Geod. Az  |
 MM0445|                                                           dddmmss.s |
 MM0445| CP7793 MOORE AZ MK                                        0042337.3 |
 MM0445| CP7794 MOORE RM 1                           36.381 METERS 07551     |
 MM0445| CP7795 MOORE RM 2                           38.542 METERS 20646     |
 MM0445| MM0442 HANEY                               APPROX. 7.0 KM 3145648.2 |
 MM0445|---------------------------------------------------------------------|
 MM0445
 MM0445                          SUPERSEDED SURVEY CONTROL
 MM0445
 MM0445  NAD 83(1986)-  41 43 08.68011(N)    101 07 43.31489(W) AD(       ) 1
 MM0445  NAD 27      -  41 43 08.69900(N)    101 07 41.72600(W) AD(       ) 1
 MM0445  NGVD 29 (07/19/86) 1132.7    (m)         3716.     (f) VERT ANG       
 MM0445
 MM0445.Superseded values are not recommended for survey control.
 MM0445
 MM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0445.See file dsdata.pdf to determine how the superseded data were derived.
 MM0445
 MM0445_MARKER: DS = TRIANGULATION STATION DISK
 MM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0445_STAMPING: MOORE 1933
 MM0445_MARK LOGO: CGS
 MM0445_PROJECTION: FLUSH
 MM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0445+STABILITY: SURFACE MOTION
 MM0445
 MM0445  HISTORY     - Date     Condition        Report By
 MM0445  HISTORY     - 1933     MONUMENTED       CGS
 MM0445  HISTORY     - 1973     GOOD             NGS
 MM0445
 MM0445                          STATION DESCRIPTION
 MM0445
 MM0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0445'STATION IS ON THE NORTHWEST OF THE TWO SUMMITS OF HIGH ROUNDED
 MM0445'SAND HILL, 1.4 MILES SOUTH OF HOOKER-MC PHERSON COUNTY LINE IN
 MM0445'NORTHWEST QUARTER SEC. 9, T. 20 N., R. 33 W., ON LAND OWNED BY
 MM0445'C.L. MOORE OF HAY SPRINGS.  PASS THROUGH GATE AND LEAVE ROAD WHICH
 MM0445'TURNS EAST, FOLLOW A SOUTHWEST COURSE TO FENCE LINE OVER MAIN
 MM0445'RIDGE 0.35 MILE.  CONTINUE SOUTHEAST UP LARGE VALLEY TO NEAR ITS
 MM0445'HEAD, THENCE WEST TO STATION.
 MM0445'
 MM0445'REFERENCE MARK NO. 1 IS EAST OF STATION.
 MM0445'
 MM0445'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION.
 MM0445'
 MM0445'AZIMUTH MARK APPROXIMATELY 1.0 MILE NORTH OF STATION.
 MM0445'
 MM0445'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0445'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0445
 MM0445                          STATION RECOVERY (1973)
 MM0445
 MM0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0445'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 MM0445'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR,
 MM0445'BUT WAS NOT RECOVERED.  A SHORTER DISTANCE OF 0.45 FOOT TO
 MM0445'REFERENCE MARK 2 WAS NOTED AND VERTIFIED.  THE DIRECTIONS TO THE
 MM0445'MARKS COMPARED FAVORABLY WITH THE 1933 DATA.  A NEW AND COMPLETE
 MM0445'DESCRIPTION FOLLOWS--
 MM0445'
 MM0445'THE STATION IS LOCATED 28 MILES EAST-NORTHEAST OF ARTHUR, 23
 MM0445'MILES SOUTH-SOUTHWEST OF MULLEN, 14 MILES NORTHWEST OF TRYON,
 MM0445'ON THE NORTHWEST OF TWO SUMMITS OF A GRASS COVERED SANDHILL,
 MM0445'AND ON PROPERTY OF MRS. JENNIE MOORE.
 MM0445'
 MM0445'TO REACH THE STATION FROM THE POST OFFICE IN TRYON, GO WEST
 MM0445'ON STATE HIGHWAYS 92 AND 97 FOR 0.1 MILE TO THE JUNCTION OF
 MM0445'STATE HIGHWAYS 92 AND 97.  TURN RIGHT AND GO NORTH ON STATE
 MM0445'HIGHWAY 92 FOR 9.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 MM0445'GO WEST ON A GRADED SAND ROAD FOR 6.5 MILES TO A FORK.  TAKE THE
 MM0445'LEFT FORK AND GO SOUTHWESTERLY FOR 0.4 MILE TO A SIDE ROAD
 MM0445'RIGHT.  TURN RIGHT AND GO WEST FOR 0.65 MILE TO A T-ROAD AND
 MM0445'RANCH HOUSE ON THE LEFT.  TURN RIGHT AND GO NORTH ON A DIM
 MM0445'TRACK ROAD FOR 0.15 MILE TO A FENCE LINE AND GATE.  PASS
 MM0445'THROUGH GATE, TURN LEFT AND GO WEST, THEN NORTH, FOR 0.65 MILE
 MM0445'TO A CATTLEGUARD.  CROSS CATTLEGUARD, THEN TURN LEFT AND
 MM0445'GO WEST ALONG THE NORTH SIDE OF FENCE FOR 0.3 MILE TO A
 MM0445'NORTH-SOUTH FENCE AND GATE.  PASS THROUGH AND CONTINUE WEST
 MM0445'FOR 0.2 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 MM0445'GATE THEN TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE
 MM0445'FENCE FOR 0.8 MILE TO THE TOP OF THE NORTHWEST OF TWO
 MM0445'SUMMITS AND THE STATION.
 MM0445'
 MM0445'THE STATION MARK IS A STANDARD DISK STAMPED MOORE 1933, CEMENTED
 MM0445'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MM0445'WITH THE GROUND.  IT IS 277 FEET SOUTH OF A EAST-WEST FENCE.
 MM0445'
 MM0445'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOORE NO 1 1933,
 MM0445'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0445'PROJECTS 1 INCH ABOVE GROUND.  IT IS 234.5 FEET SOUTH OF A
 MM0445'EAST-WEST FENCE AND ABOUT 6 FEET LOWER THAN THE STATION.
 MM0445'
 MM0445'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOORE NO 2 1933,
 MM0445'CEMENTED IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS
 MM0445'1 INCH ABOVE GROUND.  IT IS 403.5 FEET SOUTH OF A EAST-WEST
 MM0445'FENCE AND ABOUT 4 FEET LOWER THAN THE STATION.
 MM0445'
 MM0445'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MM0445'
 MM0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 MM0445'NORTHWEST OF TRYON
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0400 ***********************************************************************
 LJ0400  DESIGNATION -  MOOREFIELD
 LJ0400  PID         -  LJ0400
 LJ0400  STATE/COUNTY-  NE/FRONTIER
 LJ0400  COUNTRY     -  US
 LJ0400  USGS QUAD   -  MOOREFIELD (2017)
 LJ0400
 LJ0400                         *CURRENT SURVEY CONTROL
 LJ0400  ______________________________________________________________________
 LJ0400* NAD 83(1995) POSITION- 40 40 48.12235(N) 100 27 05.17356(W)   ADJUSTED
 LJ0400* NAVD 88 ORTHO HEIGHT -   837.    (meters)     2746.    (feet) SCALED
 LJ0400  ______________________________________________________________________
 LJ0400  GEOID HEIGHT    -        -23.221 (meters)                     GEOID18
 LJ0400  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LJ0400  HORZ ORDER      -  THIRD
 LJ0400
 LJ0400.The horizontal coordinates were established by classical geodetic methods
 LJ0400.and adjusted by the National Geodetic Survey in August 1997.
 LJ0400
 LJ0400.The orthometric height was scaled from a topographic map.
 LJ0400
 LJ0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0400.GEOID18 height accuracy estimate available here.
 LJ0400
 LJ0400.Click photographs - Photos may exist for this station.
 LJ0400
 LJ0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0400
 LJ0400. The following values were computed from the NAD 83(1995) position.
 LJ0400
 LJ0400;                    North         East     Units Scale Factor Converg.
 LJ0400;SPC NE       -    94,107.746   461,844.446   MT  0.99976161   -0 17 57.0
 LJ0400;SPC NE       -   308,751.83  1,515,234.65   sFT  0.99976161   -0 17 57.0
 LJ0400;UTM  14      - 4,504,251.604   377,341.521   MT  0.99978519   -0 56 46.4
 LJ0400
 LJ0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0400!SPC NE       -   0.99987231  x   0.99976161  =   0.99963395
 LJ0400!UTM  14      -   0.99987231  x   0.99978519  =   0.99965753
 LJ0400
 LJ0400:                Primary Azimuth Mark                     Grid Az
 LJ0400:SPC NE       -  MOOREFIELD AZ MK                         179 38 42.8
 LJ0400:UTM  14      -  MOOREFIELD AZ MK                         180 17 32.2
 LJ0400
 LJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7734104251(NAD 83)
 LJ0400
 LJ0400|---------------------------------------------------------------------|
 LJ0400| PID    Reference Object                     Distance      Geod. Az  |
 LJ0400|                                                           dddmmss.s |
 LJ0400| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 4.6 KM 0752341.1 |
 LJ0400| CO1865 MOOREFIELD AZ MK                                   1792045.8 |
 LJ0400| CO1866 MOOREFIELD RM 1                       8.432 METERS 22731     |
 LJ0400| LJ0399 MOOREFIELD 2                         12.594 METERS 25526     |
 LJ0400| CO1867 MOOREFIELD RM 2                       8.627 METERS 31548     |
 LJ0400|---------------------------------------------------------------------|
 LJ0400
 LJ0400                          SUPERSEDED SURVEY CONTROL
 LJ0400
 LJ0400  NAD 83(1986)-  40 40 48.12798(N)    100 27 05.18085(W) AD(       ) 3
 LJ0400  NAD 27      -  40 40 48.09621(N)    100 27 03.66825(W) AD(       ) 3
 LJ0400
 LJ0400.Superseded values are not recommended for survey control.
 LJ0400
 LJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0400.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0400
 LJ0400_MARKER: DS = TRIANGULATION STATION DISK
 LJ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0400_STAMPING: MOOREFIELD 1951
 LJ0400_MARK LOGO: CGS
 LJ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0400+STABILITY: SURFACE MOTION
 LJ0400
 LJ0400  HISTORY     - Date     Condition        Report By
 LJ0400  HISTORY     - 1951     MONUMENTED       CGS
 LJ0400  HISTORY     - 1961     GOOD             CGS
 LJ0400
 LJ0400                          STATION DESCRIPTION
 LJ0400
 LJ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0400'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF CURTIS, 3.0
 LJ0400'MILES WEST OF MOOREFIELD ON THE WEST RIGHT-OF-WAY OF STATE
 LJ0400'ROUTE NO. 23N AT POINT WHERE HIGHWAY CURVES TO THE SOUTH.  IT
 LJ0400'IS 36.0 FEET WEST OF CENTER OF STATE ROUTE NO. 23N, 29 FEET
 LJ0400'NORTH OF A WITNESS POST, 21 FEET EAST OF A FENCE AND 12 FEET
 LJ0400'NORTH OF A TELEPHONE POLE.  IT PROJECTS 2 INCHES AND IS
 LJ0400'STAMPED MOOREFIELD 1951.
 LJ0400'
 LJ0400'REFERENCE MARK NO. 1 IS 55.0 FEET EAST OF CENTER OF STATE
 LJ0400'ROUTE NO. 23N, 1.5 FEET NORTH OF A WITNESS POST AND 1.0
 LJ0400'FOOT EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 LJ0400'MOOREFIELD NO 1 1951.
 LJ0400'
 LJ0400'REFERENCE MARK NO. 2 IS 55.0 FEET EAST OF CENTER OF STATE
 LJ0400'ROUTE NO. 23N, 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 5
 LJ0400'INCHES AND IS STAMPED MOOREFIELD NO 2 1951.
 LJ0400'
 LJ0400'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 39.0 FEET.
 LJ0400'
 LJ0400'THE AZIMUTH MARK IS 36 FEET EAST OF CENTER OF STATE ROUTE NO.
 LJ0400'23N, 2.0 FEET NORTH OF A WITNESS POST AND IS SET IN A NORTH-SOUTH
 LJ0400'FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED MOOREFIELD 1951.
 LJ0400'
 LJ0400'TO REACH THE STATION FROM THE POST OFFICE IN MOOREFIELD GO
 LJ0400'SOUTH ON THE MAIN STREET FOR 0.3 MILE TO STATE ROUTE NO. 23N,
 LJ0400'TURN RIGHT AND GO WEST FOR 2.9 MILES TO WHERE HIGHWAY CURVES
 LJ0400'SOUTH AND THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0400'
 LJ0400'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 LJ0400'ROUTE NO. 23N FOR 0.3 MILE AND MARK ON THE LEFT AS DESCRIBED.
 LJ0400
 LJ0400                          STATION RECOVERY (1961)
 LJ0400
 LJ0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0400'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LJ0400'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE
 LJ0400'HIGHWAY 23 N WILL DESTROY THE STATION MARK AND BOTH REFERENCE
 LJ0400'MARKS.  THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION
 LJ0400'OF MOOREFIELD 2 1961.  THE UNDERGROUND STATION MARK WILL
 LJ0400'PROBABLY REMAIN IN PLACE, BUT IT WILL BE UNDER THE CENTER
 LJ0400'OF THE GRADED ROAD APPROXIMATELY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0399 ***********************************************************************
 LJ0399  DESIGNATION -  MOOREFIELD 2
 LJ0399  PID         -  LJ0399
 LJ0399  STATE/COUNTY-  NE/FRONTIER
 LJ0399  COUNTRY     -  US
 LJ0399  USGS QUAD   -  MOOREFIELD (2017)
 LJ0399
 LJ0399                         *CURRENT SURVEY CONTROL
 LJ0399  ______________________________________________________________________
 LJ0399* NAD 83(1995) POSITION- 40 40 48.01969(N) 100 27 05.69262(W)   ADJUSTED
 LJ0399* NAVD 88 ORTHO HEIGHT -   837.    (meters)     2746.    (feet) SCALED
 LJ0399  ______________________________________________________________________
 LJ0399  GEOID HEIGHT    -        -23.221 (meters)                     GEOID18
 LJ0399  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 LJ0399  HORZ ORDER      -  SECOND
 LJ0399
 LJ0399.The horizontal coordinates were established by classical geodetic methods
 LJ0399.and adjusted by the National Geodetic Survey in August 1997.
 LJ0399
 LJ0399.The orthometric height was scaled from a topographic map.
 LJ0399
 LJ0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0399.GEOID18 height accuracy estimate available here.
 LJ0399
 LJ0399.Click photographs - Photos may exist for this station.
 LJ0399
 LJ0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0399
 LJ0399. The following values were computed from the NAD 83(1995) position.
 LJ0399
 LJ0399;                    North         East     Units Scale Factor Converg.
 LJ0399;SPC NE       -    94,104.644   461,832.243   MT  0.99976162   -0 17 57.3
 LJ0399;SPC NE       -   308,741.65  1,515,194.62   sFT  0.99976162   -0 17 57.3
 LJ0399;UTM  14      - 4,504,248.639   377,329.284   MT  0.99978522   -0 56 46.7
 LJ0399
 LJ0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0399!SPC NE       -   0.99987231  x   0.99976162  =   0.99963396
 LJ0399!UTM  14      -   0.99987231  x   0.99978522  =   0.99965756
 LJ0399
 LJ0399:                Primary Azimuth Mark                     Grid Az
 LJ0399:SPC NE       -  MOOREFIELD AZ MK                         178 23 11.8
 LJ0399:UTM  14      -  MOOREFIELD AZ MK                         179 02 01.2
 LJ0399
 LJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7732904248(NAD 83)
 LJ0399
 LJ0399|---------------------------------------------------------------------|
 LJ0399| PID    Reference Object                     Distance      Geod. Az  |
 LJ0399|                                                           dddmmss.s |
 LJ0399| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 4.6 KM 0752341.2 |
 LJ0399| LJ0400 MOOREFIELD                           12.594 METERS 07526     |
 LJ0399| CO1868 MOOREFIELD 2 RM 3                    35.784 METERS 10910     |
 LJ0399| CO1865 MOOREFIELD AZ MK                                   1780514.5 |
 LJ0399| CO1869 MOOREFIELD 2 RM 4                    17.773 METERS 19424     |
 LJ0399|---------------------------------------------------------------------|
 LJ0399
 LJ0399                          SUPERSEDED SURVEY CONTROL
 LJ0399
 LJ0399  NAD 83(1986)-  40 40 48.02532(N)    100 27 05.69991(W) AD(       ) 2
 LJ0399  NAD 27      -  40 40 47.99356(N)    100 27 04.18730(W) AD(       ) 2
 LJ0399
 LJ0399.Superseded values are not recommended for survey control.
 LJ0399
 LJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0399.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0399
 LJ0399_MARKER: DS = TRIANGULATION STATION DISK
 LJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0399_STAMPING: MOOREFIELD 2 1961
 LJ0399_MARK LOGO: CGS
 LJ0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0399+STABILITY: SURFACE MOTION
 LJ0399
 LJ0399  HISTORY     - Date     Condition        Report By
 LJ0399  HISTORY     - 1961     MONUMENTED       CGS
 LJ0399  HISTORY     - 19950427 GOOD             NGS
 LJ0399
 LJ0399                          STATION DESCRIPTION
 LJ0399
 LJ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0399'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CURTIS AND
 LJ0399'3 MILES WEST OF THE TOWN OF MOOREFIELD ON THE WEST RIGHT-OF-WAY
 LJ0399'OF STATE HIGHWAY 23 N WHERE THE HIGHWAY CURVES TO THE SOUTH,
 LJ0399'74 FEET WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 23 N,
 LJ0399'62 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH
 LJ0399'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 LJ0399'THE DISK IS STAMPED MOOREFIELD 2 1961.
 LJ0399'
 LJ0399'TO REACH THE STATION FROM THE POST OFFICE IN MOOREFIELD, GO
 LJ0399'SOUTH ON THE MAIN STREET FOR 0.3 MILE TO STATE HIGHWAY 23 N.
 LJ0399'TURN RIGHT AND GO WEST ON STATE HIGHWAY 23 N FOR 2.9 MILES
 LJ0399'WHERE THE HIGHWAY CURVES SOUTH AND THE STATION AS DESCRIBED.
 LJ0399'
 LJ0399'REFERENCE MARK NO. 3 IS 44 FEET EAST-SOUTHEAST OF THE CENTER
 LJ0399'OF STATE HIGHWAY 23 N AND 1 FOOT WEST OF A FENCE.  THE MARK
 LJ0399'PROJECTS 6 INCHES AND THE DISK IS STAMPED MOOREFIELD 2 NO 3
 LJ0399'1961.
 LJ0399'
 LJ0399'REFERENCE MARK NO. 4 IS 75 FEET WEST-NORTHWEST OF THE CENTERLINE
 LJ0399'OF STATE HIGHWAY 23 N AND 4 FEET NORTH-NORTHEAST OF A TELEPHONE
 LJ0399'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LJ0399'MOOREFIELD 2 NO 4 1961.
 LJ0399'
 LJ0399'AZIMUTH MARK IS 0.35 MILE SOUTH ALONG OLD GRAVEL HIGHWAY 23
 LJ0399'N, 36 FEET EAST OF THE CENTER OF GRAVEL HIGHWAY, 2 FEET NORTH
 LJ0399'OF A WHITE WITNESS POST, AND SET IN A NORTH-SOUTH FENCE.
 LJ0399'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MOOREFIELD
 LJ0399'1951.
 LJ0399'
 LJ0399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 LJ0399'OLD GRAVEL HIGHWAY FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LJ0399'
 LJ0399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0399
 LJ0399                          STATION RECOVERY (1995)
 LJ0399
 LJ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LJ0399'GPS ABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0402 ***********************************************************************
 LJ0402  DESIGNATION -  MOOREFIELD MUNICIPAL TANK
 LJ0402  PID         -  LJ0402
 LJ0402  STATE/COUNTY-  NE/FRONTIER
 LJ0402  COUNTRY     -  US
 LJ0402  USGS QUAD   -  MOOREFIELD (2017)
 LJ0402
 LJ0402                         *CURRENT SURVEY CONTROL
 LJ0402  ______________________________________________________________________
 LJ0402* NAD 83(1995) POSITION- 40 41 25.45284(N) 100 23 56.75075(W)   ADJUSTED
 LJ0402  ______________________________________________________________________
 LJ0402  GEOID HEIGHT    -        -23.241 (meters)                     GEOID18
 LJ0402  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LJ0402  HORZ ORDER      -  THIRD
 LJ0402
 LJ0402.The horizontal coordinates were established by classical geodetic methods
 LJ0402.and adjusted by the National Geodetic Survey in August 1997.
 LJ0402
 LJ0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0402.GEOID18 height accuracy estimate available here.
 LJ0402
 LJ0402.Click photographs - Photos may exist for this station.
 LJ0402
 LJ0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0402
 LJ0402. The following values were computed from the NAD 83(1995) position.
 LJ0402
 LJ0402;                    North         East     Units Scale Factor Converg.
 LJ0402;SPC NE       -    95,237.218   466,273.486   MT  0.99975905   -0 15 52.1
 LJ0402;SPC NE       -   312,457.44  1,529,765.60   sFT  0.99975905   -0 15 52.1
 LJ0402;UTM  14      - 4,505,330.977   381,783.122   MT  0.99977202   -0 54 44.2
 LJ0402
 LJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8178305330(NAD 83)
 LJ0402
 LJ0402                          SUPERSEDED SURVEY CONTROL
 LJ0402
 LJ0402  NAD 83(1986)-  40 41 25.45825(N)    100 23 56.75824(W) AD(       ) 3
 LJ0402  NAD 27      -  40 41 25.42562(N)    100 23 55.25061(W) AD(       ) 3
 LJ0402
 LJ0402.Superseded values are not recommended for survey control.
 LJ0402
 LJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0402.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0402
 LJ0402_MARKER: 53 = ELEVATED TANK
 LJ0402
 LJ0402  HISTORY     - Date     Condition        Report By
 LJ0402  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0402  HISTORY     - 1951     GOOD             CGS
 LJ0402
 LJ0402                          STATION DESCRIPTION
 LJ0402
 LJ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0402'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL WATER TANK, PAINTED
 LJ0402'BLACK, APPROXIMATELY 125 FEET HIGH, LOCATED IN THE TOWN OF
 LJ0402'MOOREFIELD.
 LJ0402'
 LJ0402'STATION OBSERVED UPON FROM PLUM, EARL, AND KELLY.
 LJ0402
 LJ0402                          STATION RECOVERY (1951)
 LJ0402
 LJ0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0402'THE STATION IS LOCATED NEAR THE CENTER OF MOOREFIELD IN A
 LJ0402'SMALL PARK-LIKE AREA.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 LJ0402'SUPPORTING THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL
 LJ0402'AT THE APEX AND AN OVER-ALL HEIGHT OF 120.0 FEET.
 LJ0402'
 LJ0402'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0472 ***********************************************************************
 LJ0472  DESIGNATION -  MORAN
 LJ0472  PID         -  LJ0472
 LJ0472  STATE/COUNTY-  NE/LINCOLN
 LJ0472  COUNTRY     -  US
 LJ0472  USGS QUAD   -  WELLFLEET NW (2017)
 LJ0472
 LJ0472                         *CURRENT SURVEY CONTROL
 LJ0472  ______________________________________________________________________
 LJ0472* NAD 83(1995) POSITION- 40 57 40.67454(N) 100 39 49.26745(W)   ADJUSTED
 LJ0472* NAVD 88 ORTHO HEIGHT -   884.    (meters)     2900.    (feet) SCALED
 LJ0472  ______________________________________________________________________
 LJ0472  GEOID HEIGHT    -        -22.618 (meters)                     GEOID18
 LJ0472  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LJ0472  HORZ ORDER      -  SECOND
 LJ0472
 LJ0472.The horizontal coordinates were established by classical geodetic methods
 LJ0472.and adjusted by the National Geodetic Survey in August 1997.
 LJ0472
 LJ0472.The orthometric height was scaled from a topographic map.
 LJ0472
 LJ0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0472.GEOID18 height accuracy estimate available here.
 LJ0472
 LJ0472.Click photographs - Photos may exist for this station.
 LJ0472
 LJ0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0472
 LJ0472. The following values were computed from the NAD 83(1995) position.
 LJ0472
 LJ0472;                    North         East     Units Scale Factor Converg.
 LJ0472;SPC NE       -   125,448.645   444,145.174   MT  0.99970345   -0 26 23.4
 LJ0472;SPC NE       -   411,576.10  1,457,166.29   sFT  0.99970345   -0 26 23.4
 LJ0472;UTM  14      - 4,535,793.525   359,996.895   MT  0.99984125   -1 05 26.9
 LJ0472
 LJ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0472!SPC NE       -   0.99986484  x   0.99970345  =   0.99956833
 LJ0472!UTM  14      -   0.99986484  x   0.99984125  =   0.99970611
 LJ0472
 LJ0472:                Primary Azimuth Mark                     Grid Az
 LJ0472:SPC NE       -  MORAN AZ MK                              298 33 02.9
 LJ0472:UTM  14      -  MORAN AZ MK                              299 12 06.4
 LJ0472
 LJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5999635793(NAD 83)
 LJ0472
 LJ0472|---------------------------------------------------------------------|
 LJ0472| PID    Reference Object                     Distance      Geod. Az  |
 LJ0472|                                                           dddmmss.s |
 LJ0472| CO1871 MORAN RM 1                           18.508 METERS 12229     |
 LJ0472| CO1872 MORAN RM 2                           17.066 METERS 21552     |
 LJ0472| CO1870 MORAN AZ MK                                        2980639.5 |
 LJ0472| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.16.0 KM 3295047.8 |
 LJ0472|---------------------------------------------------------------------|
 LJ0472
 LJ0472                          SUPERSEDED SURVEY CONTROL
 LJ0472
 LJ0472  NAD 83(1986)-  40 57 40.67947(N)    100 39 49.27435(W) AD(       ) 2
 LJ0472  NAD 27      -  40 57 40.66502(N)    100 39 47.77004(W) AD(       ) 2
 LJ0472
 LJ0472.Superseded values are not recommended for survey control.
 LJ0472
 LJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0472.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0472
 LJ0472_MARKER: DS = TRIANGULATION STATION DISK
 LJ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0472_STAMPING: MORAN 1951
 LJ0472_MARK LOGO: CGS
 LJ0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0472+STABILITY: SURFACE MOTION
 LJ0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0472+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1998
 LJ0472
 LJ0472  HISTORY     - Date     Condition        Report By
 LJ0472  HISTORY     - 1951     MONUMENTED       CGS
 LJ0472  HISTORY     - 19981201 GOOD             NEDR
 LJ0472
 LJ0472                          STATION DESCRIPTION
 LJ0472
 LJ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0472'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHEAST OF NORTH PLATTE
 LJ0472'AND 11.0 MILES SOUTHWEST OF MAXWELL ON THE HIGHEST POINT OF A FLAT
 LJ0472'TOPPED HILL IN PASTURE LAND OWNED BY MR. JESSE HIGHBERGER.
 LJ0472'IT IS NEAR THE NORTH EDGE OF THE HILL AND 3.5 FEET EAST-SOUTHEAST
 LJ0472'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED MORAN
 LJ0472'1951.
 LJ0472'
 LJ0472'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE HILL
 LJ0472'AND IS ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 LJ0472'PROJECTS 4 INCHES AND IS STAMPED MORAN NO 1 1951.
 LJ0472'
 LJ0472'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 LJ0472'HILL AND IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.
 LJ0472'IT IS 20.0 FEET EAST OF WHERE THE HILL BREAKS SHARP TO THE
 LJ0472'WEST, PROJECTS 4 INCHES AND IS STAMPED MORAN NO 2 1951.
 LJ0472'
 LJ0472'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0472'NO. 2 IS 85.0 FEET.
 LJ0472'
 LJ0472'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD RIGHT-OF-WAY, 45.0
 LJ0472'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 38.0 FEET EAST
 LJ0472'OF THE CENTER OF U.S. HIGHWAY NO. 83, AND 2.5 FEET SOUTH-SOUTHWEST
 LJ0472'OF A FENCE CORNER AND 2.0 FEET EAST OF A WITNESS POST.  IT
 LJ0472'PROJECTS 2 INCHES AND IS STAMPED MORAN 1951.
 LJ0472'
 LJ0472'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LJ0472'SQUARE IN NORTH PLATTE, GO SOUTH, EAST AND SOUTH ON U.S. HIGHWAY
 LJ0472'NO. 83 FOR 14.5 MILES TO A CROSSROAD, AND THE AZIMUTH MARK ON
 LJ0472'THE LEFT AS DESCRIBED.  TURN LEFT AND GO EAST ON A GRAVELED
 LJ0472'ROAD FOR 1.0 MILE TO A T ROAD NORTH AND SOUTH, TURN RIGHT
 LJ0472'AND GO SOUTH FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT INTO THE
 LJ0472'JH I RANCH.  TURN LEFT ON DRIVEWAY AND GO EAST FOR 0.1 MILE TO
 LJ0472'A WIRE GATE JUST EAST OF A BARN, PASS THROUGH WIRE GATE AND GO
 LJ0472'EAST ON A TRACK ROAD FOR 0.15 MILE TO A WIRE GATE ON THE
 LJ0472'RIGHT, TURN RIGHT THROUGH WIRE GATE AND FOLLOW A TRACK ROAD
 LJ0472'SOUTHEASTERLY ACROSS A PASTURE FOR 0.75 MILE, HERE BEAR SHARP
 LJ0472'LEFT AND GO NORTH ABOUT 0.05 MILE TO THE TOP OF THE HILL AND THE
 LJ0472'STATION AS DESCRIBED.
 LJ0472'
 LJ0472'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0472
 LJ0472                          STATION RECOVERY (1998)
 LJ0472
 LJ0472'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LJ0472'ON A PROMINENT HILL, IN PASTURE LAND, IN SEC31, T12N, R29W.
 LJ0472'PERMISSION WAS GRANTED BUT OWNERSHIP INFORMATION WAS DECLINED.  TO
 LJ0472'REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 83 AND KANEB ROAD, WHICH
 LJ0472'IS ABOUT 9.5 MI (15.3 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY
 LJ0472'80 WITH U.S.  HIGHWAY 83, GO EAST ON KANEB ROAD FOR 4.0 MI (6.4 KM) TO
 LJ0472'A T-INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.65 MI (1.05 KM) TO A
 LJ0472'FARM DRIVE LEADING EAST, AND THE PROPERTY OWNERS HOME.  TURN LEFT AND
 LJ0472'GO EAST ON THE FARM DRIVE FOR 0.10 MI (0.16 KM) TO A GATE.  PASS
 LJ0472'THROUGH THE GATE AND CONTINUE EAST ON A DIM TRAIL FOR 0.15 MI (0.24
 LJ0472'KM) TO A FORK IN THE TRAIL.  FOLLOW THE RIGHT FORK, LEADING SOUTHEAST,
 LJ0472'TO A GATE IN AN EAST/WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE
 LJ0472'SOUTHEAST ON THE TRAIL FOR 0.10 MI (0.16 KM) TO A GATE.  PASS THROUGH
 LJ0472'THE GATE AND CONTINUE SOUTHEAST, THEN EAST FOR 0.6 MI.  (1.0 KM) AT
 LJ0472'THIS POINT, LEAVE THE TRAIL AND GO LEFT AND NORTH, ACROSS PASTURE, FOR
 LJ0472'0.05 MI (0.08 KM) TO THE STATION ATOP A PROMINENT HILL.  THE MARK IS
 LJ0472'17.066 M (55.991 FT) NORTHEAST OF REFERENCE MARK 2, 18.508 M (60.722
 LJ0472'FT) NORTHWEST OF REFERENCE MARK 2 AND 1.0 M (3.3 FT) NORTH-NORTHEAST
 LJ0472'OF A WITNESS POST.  THE DISTANCES FROM THE REFERENCE MARKS ARE THE
 LJ0472'ORIGINAL MEASURED DISTANCES, NOT REMEASURED THIS DATE.  IT IS BELIEVED
 LJ0472'THE AZIMUTH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0409 ***********************************************************************
 NO0409  DESIGNATION -  MORRIS
 NO0409  PID         -  NO0409
 NO0409  STATE/COUNTY-  NE/CHERRY
 NO0409  COUNTRY     -  US
 NO0409  USGS QUAD   -  HARR VALLEY (2017)
 NO0409
 NO0409                         *CURRENT SURVEY CONTROL
 NO0409  ______________________________________________________________________
 NO0409* NAD 83(1995) POSITION- 42 27 24.48699(N) 100 14 48.64207(W)   ADJUSTED
 NO0409* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 NO0409  ______________________________________________________________________
 NO0409  GEOID HEIGHT    -        -21.832 (meters)                     GEOID18
 NO0409  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 NO0409  HORZ ORDER      -  SECOND
 NO0409
 NO0409.The horizontal coordinates were established by classical geodetic methods
 NO0409.and adjusted by the National Geodetic Survey in August 1997.
 NO0409
 NO0409.The orthometric height was scaled from a topographic map.
 NO0409
 NO0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0409.GEOID18 height accuracy estimate available here.
 NO0409
 NO0409.Click photographs - Photos may exist for this station.
 NO0409
 NO0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0409
 NO0409. The following values were computed from the NAD 83(1995) position.
 NO0409
 NO0409;                    North         East     Units Scale Factor Converg.
 NO0409;SPC NE       -   291,314.335   479,699.783   MT  0.99979646   -0 09 48.9
 NO0409;SPC NE       -   955,753.78  1,573,815.04   sFT  0.99979646   -0 09 48.9
 NO0409;UTM  14      - 4,701,249.506   397,480.344   MT  0.99972931   -0 50 30.2
 NO0409
 NO0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0409!SPC NE       -   0.99986240  x   0.99979646  =   0.99965889
 NO0409!UTM  14      -   0.99986240  x   0.99972931  =   0.99959175
 NO0409
 NO0409:                Primary Azimuth Mark                     Grid Az
 NO0409:SPC NE       -  MORRIS AZ MK                             018 03 05.4
 NO0409:UTM  14      -  MORRIS AZ MK                             018 43 46.7
 NO0409
 NO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9748001249(NAD 83)
 NO0409
 NO0409|---------------------------------------------------------------------|
 NO0409| PID    Reference Object                     Distance      Geod. Az  |
 NO0409|                                                           dddmmss.s |
 NO0409| CO3326 MORRIS AZ MK                                       0175316.5 |
 NO0409| CO3327 MORRIS RM 1                          12.347 METERS 04648     |
 NO0409| CO3328 MORRIS RM 2                          14.033 METERS 13155     |
 NO0409|---------------------------------------------------------------------|
 NO0409
 NO0409                          SUPERSEDED SURVEY CONTROL
 NO0409
 NO0409  NAD 83(1986)-  42 27 24.48939(N)    100 14 48.65117(W) AD(       ) 2
 NO0409  NAD 27      -  42 27 24.49800(N)    100 14 47.18800(W) AD(       ) 2
 NO0409
 NO0409.Superseded values are not recommended for survey control.
 NO0409
 NO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0409.See file dsdata.pdf to determine how the superseded data were derived.
 NO0409
 NO0409_MARKER: DS = TRIANGULATION STATION DISK
 NO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0409_STAMPING: MORRIS 1949
 NO0409_MARK LOGO: CGS
 NO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0409+STABILITY: SURFACE MOTION
 NO0409
 NO0409  HISTORY     - Date     Condition        Report By
 NO0409  HISTORY     - 1949     MONUMENTED       CGS
 NO0409
 NO0409                          STATION DESCRIPTION
 NO0409
 NO0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0409'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH AND 3/4 MILES
 NO0409'WEST OF WOODLAKE AND 2-1/4 MILES AIRLINE SOUTHWEST OF THE
 NO0409'J.A. MORRIS RANCH HOUSE, ON THE HIGH POINT OF A PROMINENT
 NO0409'SAND HILL AND ON LAND OWNED BY MR. J.A. MORRIS.  IT IS ABOUT
 NO0409'0.6 MILE SOUTH OF EAST-WEST FENCE LINE AND 7 FEET SOUTH OF
 NO0409'WITNESS POST.  IT IS STAMPED MORRIS 1949 AND PROJECTS 3 INCHES.
 NO0409'
 NO0409'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION AND ON ABOUT
 NO0409'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MORRIS
 NO0409'NO 1 1949 AND PROJECTS 2 INCHES.
 NO0409'
 NO0409'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ON ABOUT
 NO0409'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MORRIS
 NO0409'NO 2 1949 AND PROJECTS 2 INCHES.
 NO0409'
 NO0409'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTH-NORTHEAST OF THE
 NO0409'STATION, 12 FEET NORTHWEST OF FENCE CORNER AND 2 FEET NORTHWEST
 NO0409'OF WITNESS POST.  IT IS STAMPED MORRIS 1949 AND PROJECTS 3
 NO0409'INCHES.
 NO0409'
 NO0409'TO REACH THE STATION FROM THE WELKER PHILLIPS 66 SERVICE STATION
 NO0409'ON U.S. HIGHWAY 20 AND IN THE SOUTH EDGE OF WOODLAKE, GO SOUTH
 NO0409'ON GRAVELED ROAD FOR 7.3 MILES TO T-INTERSECTION, TURN LEFT
 NO0409'AND FOLLOW MAIN TRAVELED ROAD EAST, SOUTHEAST AND SOUTH FOR 6.5
 NO0409'MILES TO THE J.A. MORRIS RANCH HOUSE, TURN RIGHT AND CROSS
 NO0409'CATTLE GUARD JUST WEST OF BUILDINGS, CONTINUE SOUTH-SOUTHWEST
 NO0409'ON MAIN TRAVELED ROAD FOR 0.6 MILE TO CATTLE GUARD AND FORK,
 NO0409'BEAR RIGHT AND CONTINUE FOR 0.6 MILE TO CATTLE GUARD ABOUT 0.2
 NO0409'MILE SOUTH OF SMALL SCHOOL HOUSE, CONTINUE STRAIGHT AHEAD FOR
 NO0409'0.2 MILE, TURN LEFT OFF OF ROAD AND GO SOUTH-SOUTHEAST
 NO0409'ACROSS PASTURE TO FENCE CORNER AND AZIMUTH MARK AS
 NO0409'DESCRIBED, CONTINUE SOUTH ALONG WEST SIDE OF FENCE LINE FOR
 NO0409'0.2 MILE TO GATE IN FENCE CORNER, PASS THROUGH GATE AND
 NO0409'GO SOUTH-SOUTHWEST ACROSS SAND HILLS FOR 0.5 MILE TO THE
 NO0409'HIGHEST POINT AND STATION AS DESCRIBED.
 NO0409'
 NO0409'A 4 FOOT SIGNAL AT STATION KELLER USGS IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 4 FOOT SIGNAL AT STATION MOON USGS IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 4 FOOT SIGNAL AT STATION SKULL IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 74 FOOT SIGNAL AT STATION RANDALL IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 74 FOOT SIGNAL AT STATION WOOD LAKE IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0713 ***********************************************************************
 NP0713  DESIGNATION -  MORSE
 NP0713  PID         -  NP0713
 NP0713  STATE/COUNTY-  NE/BOX BUTTE
 NP0713  COUNTRY     -  US
 NP0713  USGS QUAD   -  HAGAMAN CEMETERY (2017)
 NP0713
 NP0713                         *CURRENT SURVEY CONTROL
 NP0713  ______________________________________________________________________
 NP0713* NAD 83(1995) POSITION- 42 01 01.77998(N) 103 02 04.94663(W)   ADJUSTED
 NP0713* NAVD 88 ORTHO HEIGHT -  1255.59  (+/-2cm)     4119.4   (feet) VERTCON
 NP0713  ______________________________________________________________________
 NP0713  GEOID HEIGHT    -        -18.827 (meters)                     GEOID18
 NP0713  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 NP0713  HORZ ORDER      -  SECOND
 NP0713  VERT ORDER      -  THIRD ? (See Below)
 NP0713
 NP0713.The horizontal coordinates were established by classical geodetic methods
 NP0713.and adjusted by the National Geodetic Survey in August 1997.
 NP0713
 NP0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0713
 NP0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0713.GEOID18 height accuracy estimate available here.
 NP0713
 NP0713.The vertical order pertains to the NGVD 29 superseded value.
 NP0713
 NP0713.Click photographs - Photos may exist for this station.
 NP0713
 NP0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0713
 NP0713. The following values were computed from the NAD 83(1995) position.
 NP0713
 NP0713;                    North         East     Units Scale Factor Converg.
 NP0713;SPC NE       -   246,873.166   248,767.164   MT  0.99969835   -2 00 39.9
 NP0713;SPC NE       -   809,949.71    816,163.60   sFT  0.99969835   -2 00 39.9
 NP0713;UTM  13      - 4,653,549.973   662,720.496   MT  0.99992581   +1 18 56.7
 NP0713
 NP0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0713!SPC NE       -   0.99980606  x   0.99969835  =   0.99950447
 NP0713!UTM  13      -   0.99980606  x   0.99992581  =   0.99973189
 NP0713
 NP0713:                Primary Azimuth Mark                     Grid Az
 NP0713:SPC NE       -  MORSE AZ MK                              090 43 19.7
 NP0713:UTM  13      -  MORSE AZ MK                              087 23 43.1
 NP0713
 NP0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6272053549(NAD 83)
 NP0713
 NP0713|---------------------------------------------------------------------|
 NP0713| PID    Reference Object                     Distance      Geod. Az  |
 NP0713|                                                           dddmmss.s |
 NP0713| NP0650 ALLIANCE MUNICIPAL TANK             APPROX.16.4 KM 0523707.9 |
 NP0713| CQ3555 MORSE RM 1                           13.344 METERS 07933     |
 NP0713| CQ3554 MORSE AZ MK                                        0884239.8 |
 NP0713| CQ3556 MORSE RM 2                           16.300 METERS 27855     |
 NP0713|---------------------------------------------------------------------|
 NP0713
 NP0713                          SUPERSEDED SURVEY CONTROL
 NP0713
 NP0713  NAD 83(1993)-  42 01 01.77972(N)    103 02 04.94681(W) AD(       ) 2
 NP0713  NAD 83(1986)-  42 01 01.77697(N)    103 02 04.94615(W) AD(       ) 2
 NP0713  NAD 27      -  42 01 01.89500(N)    103 02 03.21000(W) AD(       ) 2
 NP0713  NGVD 29            1254.97   (m)         4117.3    (f) LEVELING    3  
 NP0713
 NP0713.Superseded values are not recommended for survey control.
 NP0713
 NP0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0713.See file dsdata.pdf to determine how the superseded data were derived.
 NP0713
 NP0713_MARKER: DB = BENCH MARK DISK
 NP0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0713_STAMPING: MORSE 1946
 NP0713_MARK LOGO: USGS
 NP0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0713+STABILITY: SURFACE MOTION
 NP0713
 NP0713  HISTORY     - Date     Condition        Report By
 NP0713  HISTORY     - 1946     MONUMENTED       USGS
 NP0713
 NP0713                          STATION DESCRIPTION
 NP0713
 NP0713'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0713'IT IS ON THE SUMMIT OF A LOW ROUNDED HILL 14 MILES, AIR LINE,
 NP0713'SOUTH-SOUTHWEST OF BEREA, 10 MILES SOUTHWEST OF ALLIANCE AND IS
 NP0713'IN THE NE 1/4 OF SECTION 31, T 24 N, R 49 W, AND NEAR THE NE
 NP0713'CORNER OF THE NE 1/4 SECTION OF 31, 45 FEET SOUTH OF THE
 NP0713'CENTER OF A GRAVELED ROAD, AND 9 FEET SOUTH OF A WIRE FENCE.  IT
 NP0713'IS A USGS BM DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE
 NP0713'CONCRETE POST THAT PROJECTS 6 INCHES AND IS STAMPED MORSE 1946.
 NP0713'
 NP0713'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED
 NP0713'ROAD AND 1.5 FEET SOUTH OF A WIRE FENCE.  IT IS A USGS REFERENCE
 NP0713'MARK DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE CONCRETE POST
 NP0713'THAT PROJECTS 6 INCHES AND IS STAMPED NO. 1.
 NP0713'
 NP0713'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED
 NP0713'ROAD AND 0.7 FOOT SOUTH OF A WIRE FENCE.  IT IS A USGS REFERENCE
 NP0713'MARK DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE CONCRETE POST
 NP0713'THAT PROJECTS 7 INCHES AND IS STAMPED NO 2.
 NP0713'
 NP0713'AZIMUTH MARK IS 33.5 FEET NORTH OF THE CENTER OF A GRAVELED
 NP0713'ROAD, 18 FEET WEST OF THE CENTER OF A WIRE GATE, AND 7 FEET
 NP0713'WEST OF A FENCE CORNER.  IT PROJECTS 5 INCHES AND IS STAMPED
 NP0713'MORSE USGS 1946.
 NP0713'
 NP0713'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2
 NP0713'WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE,
 NP0713'GO SOUTH ON STATE HIGHWAY NO. 19 FOR 6.25 MILE TO A CROSS ROAD,
 NP0713'THERES A SIGN JUST AHEAD ON THE RAILROAD, READING LETAN.  TURN
 NP0713'RIGHT, WEST AND GO 4.95 MILES TO THE SUMMIT OF A SMALL HILL AND
 NP0713'THE STATION ON THE LEFT, SOUTH, AS DESCRIBED.
 NP0713'
 NP0713'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 NP0713'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH, AS
 NP0713'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0581 ***********************************************************************
 NN0581  DESIGNATION -  MORTON
 NN0581  PID         -  NN0581
 NN0581  STATE/COUNTY-  NE/BOYD
 NN0581  COUNTRY     -  US
 NN0581  USGS QUAD   -  GROSS (2017)
 NN0581
 NN0581                         *CURRENT SURVEY CONTROL
 NN0581  ______________________________________________________________________
 NN0581* NAD 83(1995) POSITION- 42 59 54.86821(N) 098 34 11.29756(W)   ADJUSTED
 NN0581* NAVD 88 ORTHO HEIGHT -   538.716 (meters)     1767.44  (feet) ADJUSTED
 NN0581  ______________________________________________________________________
 NN0581  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 NN0581  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 NN0581  DYNAMIC HEIGHT  -        538.530 (meters)     1766.83  (feet) COMP
 NN0581  MODELED GRAVITY -    980,258.2   (mgal)                       NAVD 88
 NN0581
 NN0581  HORZ ORDER      -  SECOND
 NN0581  VERT ORDER      -  SECOND    CLASS 0
 NN0581
 NN0581.The horizontal coordinates were established by classical geodetic methods
 NN0581.and adjusted by the National Geodetic Survey in August 1997.
 NN0581
 NN0581.The orthometric height was determined by differential leveling and
 NN0581.adjusted by the NATIONAL GEODETIC SURVEY
 NN0581.in June 1991.
 NN0581
 NN0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0581.GEOID18 height accuracy estimate available here.
 NN0581
 NN0581.Click photographs - Photos may exist for this station.
 NN0581
 NN0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0581
 NN0581.The dynamic height is computed by dividing the NAVD 88
 NN0581.geopotential number by the normal gravity value computed on the
 NN0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0581.degrees latitude (g = 980.6199 gals.).
 NN0581
 NN0581.The modeled gravity was interpolated from observed gravity values.
 NN0581
 NN0581. The following values were computed from the NAD 83(1995) position.
 NN0581
 NN0581;                    North         East     Units Scale Factor Converg.
 NN0581;SPC NE       -   352,427.437   616,616.795   MT  0.99999935   +0 56 52.0
 NN0581;SPC NE       - 1,156,255.68  2,023,016.93   sFT  0.99999935   +0 56 52.0
 NN0581;SPC SD S     -    75,429.371   743,787.299   MT  0.99996497   +1 12 59.7
 NN0581;SPC SD S     -   247,471.19  2,440,242.16   sFT  0.99996497   +1 12 59.7
 NN0581;UTM  14      - 4,760,746.274   535,065.329   MT  0.99961513   +0 17 36.2
 NN0581
 NN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0581!SPC NE       -   0.99991962  x   0.99999935  =   0.99991897
 NN0581!SPC SD S     -   0.99991962  x   0.99996497  =   0.99988459
 NN0581!UTM  14      -   0.99991962  x   0.99961513  =   0.99953478
 NN0581
 NN0581:                Primary Azimuth Mark                     Grid Az
 NN0581:SPC NE       -  MORTON AZ MK                             014 35 37.4
 NN0581:SPC SD S     -  MORTON AZ MK                             014 19 29.7
 NN0581:UTM  14      -  MORTON AZ MK                             015 14 53.2
 NN0581
 NN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3506560746(NAD 83)
 NN0581
 NN0581|---------------------------------------------------------------------|
 NN0581| PID    Reference Object                     Distance      Geod. Az  |
 NN0581|                                                           dddmmss.s |
 NN0581| CO3329 MORTON AZ MK                                       0153229.4 |
 NN0581| NN0692 BOUNDARY MP 55 NE SD                266.313 METERS 08959     |
 NN0581| NN0582 MORTON RM 1                          25.161 METERS 15234     |
 NN0581| NN0583 MORTON RM 2                          24.645 METERS 27156     |
 NN0581|---------------------------------------------------------------------|
 NN0581
 NN0581                          SUPERSEDED SURVEY CONTROL
 NN0581
 NN0581  NAD 83(1986)-  42 59 54.87778(N)    098 34 11.30483(W) AD(       ) 2
 NN0581  NAD 27      -  42 59 54.89500(N)    098 34 10.00500(W) AD(       ) 2
 NN0581  NGVD 29 (??/??/92)  538.421  (m)         1766.47   (f) ADJ UNCH    2 0
 NN0581  NGVD 29             538.41   (m)         1766.4    (f) LEVELING    3  
 NN0581
 NN0581.Superseded values are not recommended for survey control.
 NN0581
 NN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0581.See file dsdata.pdf to determine how the superseded data were derived.
 NN0581
 NN0581_MARKER: DS = TRIANGULATION STATION DISK
 NN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0581_STAMPING: MORTON 1940
 NN0581_MARK LOGO: CGS
 NN0581_PROJECTION: FLUSH
 NN0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0581+STABILITY: SURFACE MOTION
 NN0581
 NN0581  HISTORY     - Date     Condition        Report By
 NN0581  HISTORY     - 1940     MONUMENTED       CGS
 NN0581  HISTORY     - 1945     GOOD             CGS
 NN0581  HISTORY     - 1949     GOOD             CGS
 NN0581
 NN0581                          STATION DESCRIPTION
 NN0581
 NN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0581'STATION IS 3-1/2 MILES NORTH OF GROSS ON THE NEBRASKA-SOUTH DAKOTA
 NN0581'BOUNDARY LINE, ABOUT 0.3 MILE WEST OF THE NORTHEAST CORNER OF
 NN0581'SEC. 23, T. 35 N., R. 11 W., NEBRASKA.  STATION IS ON A SMALL
 NN0581'HILL ABOUT 50 YARDS WEST OF RIGHT-OF-WAY ANGLE TURN IN ROAD,
 NN0581'DIRECTLY UNDER STATE LINE FENCE, 37 FEET WEST OF FENCE CORNER,
 NN0581'AND 3 FEET WEST OF WHITE REFERENCE POST.  MARK IS 14-BY
 NN0581'20-INCHES FLUSH WITH THE GROUND.  DISK IS STAMPED MORTON 1940.
 NN0581'
 NN0581'TO REACH STATION FROM HIGH SCHOOL IN SPENCER, GO EAST AND
 NN0581'NORTH ON STATE HIGHWAY 18 FOR 2.0 MILES TO A T RIGHT.  TURN RIGHT
 NN0581'(EAST) AND GO 5-1/2 MILES TO CROSS ROAD WITH CEMETERY IN
 NN0581'NORTHEAST CORNER.  TURN LEFT (NORTH) AND GO 4.0 MILES TO CROSS
 NN0581'ROAD, TURN EAST AND FOLLOW WINDING ROAD FOR 2.0 MILES TO
 NN0581'T-INTERSECTION.  FOLLOW MAIN ROAD TO LEFT (NORTH) AND GO 0.55
 NN0581'MILE TO FORKS WITH BUILDINGS ON LEFT.  FOLLOW MAIN ROAD LEFT
 NN0581'FOR 1.15 MILES TO RIGHT-ANGLE TURN TO RIGHT AND STATION ON HILL
 NN0581'ABOUT 50 YARDS TO LEFT.
 NN0581'
 NN0581'TO REACH NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT 55 FROM
 NN0581'STATION, GO EAST ON ROAD FOR 0.2 MILE TO WHERE ROAD MAKES
 NN0581'RIGHT-ANGLE TURN TO NORTH.  MONUMENT IS ABOUT 40 YARDS EAST
 NN0581'OF THIS POINT.  AZIMUTH MARK IS 0.5 MILE NORTH OF BOUNDARY
 NN0581'MONUMENT, ON WEST SIDE OF ROAD.
 NN0581'
 NN0581'REFERENCE MARK NO. 1 IS SOUTHEAST BY SOUTH OF STATION IN A
 NN0581'NORTH-SOUTH FENCE LINE, 81 FEET SOUTH OF FENCE CORNER.  MARK
 NN0581'PROJECTS 4 INCHES AND DISK IS STAMPED MORTON R.M. 1 1940.
 NN0581'
 NN0581'REFERENCE MARK NO. 2 IS WEST OF STATION, 3 FEET NORTH OF EAST-WEST
 NN0581'FENCE LINE, AND PROJECTS 3 INCHES.  DISK IS STAMPED MORTON
 NN0581'R.M. 2 1940.
 NN0581'
 NN0581'AZIMUTH MARK IS NORTH BY EAST FROM STATION ON A SMALL HILL,
 NN0581'26 FEET WEST OF THE CENTERLINE OF GRADED ROAD, 72 FEET SOUTH
 NN0581'OF A FENCE CORNER, 1-1/2 FEET EAST OF WEST RIGHT-OF-WAY FENCE
 NN0581'AND PROJECTS 3 INCHES.  DISK IS STAMPED MORTON 1940.
 NN0581'
 NN0581'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0581'AS DESCRIBED.
 NN0581'
 NN0581'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0581
 NN0581                          STATION RECOVERY (1945)
 NN0581
 NN0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 NN0581'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 NN0581'DESCRIBED.
 NN0581
 NN0581                          STATION RECOVERY (1949)
 NN0581
 NN0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0581'11.7 MI N FROM BRISTOW.
 NN0581'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0581'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE
 NN0581'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 NN0581'ROAD, THENCE 1.8 MILES NORTH ALONG A DIRT ROAD, ON THE TOP OF A
 NN0581'HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND
 NN0581'SOUTH, 0.2 MILE WEST OF NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT
 NN0581'NO. 55, 205 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 37.5
 NN0581'FEET WEST OF A 3-WAY CORNER FENCE POST, 82.7 FEET NORTHWEST OF
 NN0581'MORTON R.M. 1, 81.4 FEET EAST OF MORTON R.M. 2, 2.8 FEET WEST OF
 NN0581'A REFERENCE POST, IN THE EAST-WEST BOUNDARY LINE FENCE, SET IN
 NN0581'THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0582 ***********************************************************************
 NN0582  DESIGNATION -  MORTON RM 1
 NN0582  PID         -  NN0582
 NN0582  STATE/COUNTY-  NE/BOYD
 NN0582  COUNTRY     -  US
 NN0582  USGS QUAD   -  GROSS (2017)
 NN0582
 NN0582                         *CURRENT SURVEY CONTROL
 NN0582  ______________________________________________________________________
 NN0582* NAD 83(1986) POSITION- 42 59 54.14   (N) 098 34 10.78   (W)   HD_HELD1
 NN0582* NAVD 88 ORTHO HEIGHT -   538.599 (meters)     1767.05  (feet) ADJUSTED
 NN0582  ______________________________________________________________________
 NN0582  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 NN0582  DYNAMIC HEIGHT  -        538.413 (meters)     1766.44  (feet) COMP
 NN0582  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 NN0582
 NN0582  VERT ORDER      -  SECOND    CLASS 0
 NN0582
 NN0582.The horizontal coordinates were determined by differentially corrected
 NN0582.hand held GPS observations or other comparable positioning techniques
 NN0582.and have an estimated accuracy of +/- 3 meters.
 NN0582
 NN0582.The orthometric height was determined by differential leveling and
 NN0582.adjusted by the NATIONAL GEODETIC SURVEY
 NN0582.in June 1991.
 NN0582
 NN0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0582.GEOID18 height accuracy estimate available here.
 NN0582
 NN0582.Click photographs - Photos may exist for this station.
 NN0582
 NN0582.The dynamic height is computed by dividing the NAVD 88
 NN0582.geopotential number by the normal gravity value computed on the
 NN0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0582.degrees latitude (g = 980.6199 gals.).
 NN0582
 NN0582.The modeled gravity was interpolated from observed gravity values.
 NN0582
 NN0582;                    North         East    Units  Estimated Accuracy
 NN0582;SPC NE       -   352,405.2     616,628.9     MT  (+/- 3 meters HH1 GPS) 
 NN0582
 NN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3507760723(NAD 83)
 NN0582
 NN0582                          SUPERSEDED SURVEY CONTROL
 NN0582
 NN0582  NGVD 29 (??/??/92)  538.304  (m)         1766.09   (f) ADJ UNCH    2 0
 NN0582
 NN0582.Superseded values are not recommended for survey control.
 NN0582
 NN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0582.See file dsdata.pdf to determine how the superseded data were derived.
 NN0582
 NN0582_MARKER: DR = REFERENCE MARK DISK
 NN0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0582_STAMPING: MORTON NO 1 1940
 NN0582_MARK LOGO: CGS
 NN0582_PROJECTION: FLUSH
 NN0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0582+STABILITY: SURFACE MOTION
 NN0582
 NN0582  HISTORY     - Date     Condition        Report By
 NN0582  HISTORY     - 1940     MONUMENTED       CGS
 NN0582  HISTORY     - 1949     GOOD             CGS
 NN0582
 NN0582                          STATION DESCRIPTION
 NN0582
 NN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0582'11.7 MI N FROM BRISTOW.
 NN0582'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0582'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.M MILE
 NN0582'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 NN0582'ROAD, THENCE 1.8 MILES NORTH ALONG A DIRT ROAD, ON THE TOP OF A
 NN0582'HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND
 NN0582'SOUTH, 0.2 MILE WEST OF NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT
 NN0582'NO. 55, 138 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 141.7
 NN0582'FEET EAST SOUTHEAST OF MORTON R.M. 2, 82.7 FEET SOUTHEAST OF
 NN0582'TRIANGULATION STATION MORTON 1940, 73 FEET SOUTH OF A 3-WAY
 NN0582'CORNER FENCE POST, IN LINE WITH A NORTH-SOUTH FENCE, SET IN THE
 NN0582'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0466 ***********************************************************************
 LJ0466  DESIGNATION -  MOSER
 LJ0466  PID         -  LJ0466
 LJ0466  STATE/COUNTY-  NE/HITCHCOCK
 LJ0466  COUNTRY     -  US
 LJ0466  USGS QUAD   -  CULBERTSON SW (2017)
 LJ0466
 LJ0466                         *CURRENT SURVEY CONTROL
 LJ0466  ______________________________________________________________________
 LJ0466* NAD 83(1995) POSITION- 40 06 17.91100(N) 100 56 50.09534(W)   ADJUSTED
 LJ0466* NAVD 88 ORTHO HEIGHT -   863.    (meters)     2831.    (feet) SCALED
 LJ0466  ______________________________________________________________________
 LJ0466  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 LJ0466  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LJ0466  HORZ ORDER      -  FIRST
 LJ0466
 LJ0466.The horizontal coordinates were established by classical geodetic methods
 LJ0466.and adjusted by the National Geodetic Survey in August 1997.
 LJ0466
 LJ0466.The orthometric height was scaled from a topographic map.
 LJ0466
 LJ0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0466.GEOID18 height accuracy estimate available here.
 LJ0466
 LJ0466.Click photographs - Photos may exist for this station.
 LJ0466
 LJ0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0466
 LJ0466. The following values were computed from the NAD 83(1995) position.
 LJ0466
 LJ0466;                    North         East     Units Scale Factor Converg.
 LJ0466;SPC NE       -    30,604.366   419,240.097   MT  0.99995421   -0 37 39.9
 LJ0466;SPC NE       -   100,407.82  1,375,456.88   sFT  0.99995421   -0 37 39.9
 LJ0466;UTM  14      - 4,441,225.728   334,032.744   MT  0.99993910   -1 15 16.9
 LJ0466
 LJ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0466!SPC NE       -   0.99986832  x   0.99995421  =   0.99982254
 LJ0466!UTM  14      -   0.99986832  x   0.99993910  =   0.99980743
 LJ0466
 LJ0466:                Primary Azimuth Mark                     Grid Az
 LJ0466:SPC NE       -  ZULAUF RESET                             064 26 05.4
 LJ0466:UTM  14      -  ZULAUF RESET                             065 03 42.4
 LJ0466
 LJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3403241225(NAD 83)
 LJ0466
 LJ0466|---------------------------------------------------------------------|
 LJ0466| PID    Reference Object                     Distance      Geod. Az  |
 LJ0466|                                                           dddmmss.s |
 LJ0466| LJ0465 ZULAUF RESET                        APPROX.13.5 KM 0634825.5 |
 LJ0466| CO1883 MOSER RM 1                           36.338 METERS 18413     |
 LJ0466| CO1882 MOSER AZ MK                                        2454832.7 |
 LJ0466| CO1884 MOSER RM 2                           47.811 METERS 33500     |
 LJ0466|---------------------------------------------------------------------|
 LJ0466
 LJ0466                          SUPERSEDED SURVEY CONTROL
 LJ0466
 LJ0466  NAD 83(1986)-  40 06 17.91304(N)    100 56 50.10037(W) AD(       ) 1
 LJ0466  NAD 27      -  40 06 17.91400(N)    100 56 48.53100(W) AD(       ) 1
 LJ0466
 LJ0466.Superseded values are not recommended for survey control.
 LJ0466
 LJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0466.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0466
 LJ0466_MARKER: DS = TRIANGULATION STATION DISK
 LJ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0466_STAMPING: MOSER 1935
 LJ0466_MARK LOGO: CGS
 LJ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0466+STABILITY: SURFACE MOTION
 LJ0466
 LJ0466  HISTORY     - Date     Condition        Report By
 LJ0466  HISTORY     - 1935     MONUMENTED       CGS
 LJ0466  HISTORY     - 1959     GOOD             USGS
 LJ0466
 LJ0466                          STATION DESCRIPTION
 LJ0466
 LJ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0466'STATION MOSER IS ABOUT 5 MILES SOUTH AND 4 MILES EAST OF
 LJ0466'TRENTON AND IS LOCATED IN THE SW 1/4 OF SEC. 28, T 2 N, R 32 W.
 LJ0466'THE STATION IN ON THE DIVIDE BETWEEN DRIFTWOOD CREEK AND THE
 LJ0466'REPUBLICAN RIVER.  IT IS ONE MILE EAST-NORTHEAST OF THE ASH
 LJ0466'GROVE SCHOOL AND IS 0.2 MI. SOUTH OF THE FARM BUILDINGS OF
 LJ0466'GARY MOSER.  THE MARK IS 42 FT. EAST OF THE CENTER OF THE
 LJ0466'ROAD AND 5 FT. EAST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK
 LJ0466'PROJECTS 8 INCHES.
 LJ0466'
 LJ0466'THE AZIMUTH MARK IS ABOUT 0.3 MI. SOUTHWEST OF THE STATION.
 LJ0466'IT IS 38 FT. SOUTH OF THE CENTER OF THE EAST AND WEST ROAD AND
 LJ0466'IS 3 FT. NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK
 LJ0466'PROJECTS 7 INCHES.
 LJ0466'
 LJ0466'R.M. 1 IS SOUTH OF THE STATION.  IT IS 38 FT. EAST OF THE
 LJ0466'CENTER OF THE NORTH AND SOUTH ROAD.  THE MARK PROJECTS 5 INCHES.
 LJ0466'
 LJ0466'R.M. 2 IS NORTH-NORTHWEST OF THE STATION.  IT IS 35 FT. WEST
 LJ0466'OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 5 INCHES.
 LJ0466'
 LJ0466'THE STATION IS REACHED FROM TRENTON BY GOING SOUTH ON STATE
 LJ0466'ROUTE NO. 17, 1.0 MI.  TURN EAST 0.5 MI.  TURN SOUTH 4.8 MI.
 LJ0466'TURN EAST 0.3 MI.  TURN SOUTH 0.3 MI.  TAKE LEFT FORK SOUTHEASTERLY
 LJ0466'0.4 MI., THEN EAST 0.3 MI. TO A FENCE CORNER.  CONTINUE EAST
 LJ0466'1.5 MI.  TURN NORTH 1.0 MI.  TURN EAST 1.0 MI.  TURN NORTH AND
 LJ0466'DRIVE 0.15 MI. TO THE STATION ON THE EAST SIDE OF THE ROAD.
 LJ0466'
 LJ0466'A FIFTEEN FOOT TOWER CLEARED ALL LINES.
 LJ0466
 LJ0466                          STATION RECOVERY (1959)
 LJ0466
 LJ0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0466'STATION MARK WAS FOUND OKAY.
 LJ0466'
 LJ0466'THE AZIMUTH MARK WAS FOUND DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1328 ***********************************************************************
 LH1328  DESIGNATION -  MOSES HILL CHURCH SPIRE
 LH1328  PID         -  LH1328
 LH1328  STATE/COUNTY-  NE/PHELPS
 LH1328  COUNTRY     -  US
 LH1328  USGS QUAD   -  ELM CREEK SW (2017)
 LH1328
 LH1328                         *CURRENT SURVEY CONTROL
 LH1328  ______________________________________________________________________
 LH1328* NAD 83(1995) POSITION- 40 30 38.66877(N) 099 26 30.23496(W)   ADJUSTED
 LH1328  ______________________________________________________________________
 LH1328  GEOID HEIGHT    -        -24.702 (meters)                     GEOID18
 LH1328  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 LH1328  HORZ ORDER      -  THIRD
 LH1328
 LH1328.The horizontal coordinates were established by classical geodetic methods
 LH1328.and adjusted by the National Geodetic Survey in August 1997.
 LH1328
 LH1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1328.GEOID18 height accuracy estimate available here.
 LH1328
 LH1328.Click photographs - Photos may exist for this station.
 LH1328
 LH1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1328
 LH1328. The following values were computed from the NAD 83(1995) position.
 LH1328
 LH1328;                    North         East     Units Scale Factor Converg.
 LH1328;SPC NE       -    75,365.632   547,306.176   MT  0.99980805   +0 22 11.9
 LH1328;SPC NE       -   247,262.08  1,795,620.35   sFT  0.99980805   +0 22 11.9
 LH1328;UTM  14      - 4,484,540.731   462,576.262   MT  0.99961724   -0 17 13.0
 LH1328
 LH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6257684540(NAD 83)
 LH1328
 LH1328                          SUPERSEDED SURVEY CONTROL
 LH1328
 LH1328  NAD 83(1986)-  40 30 38.67450(N)    099 26 30.23620(W) AD(       ) 3
 LH1328  NAD 27      -  40 30 38.64300(N)    099 26 28.86600(W) AD(       ) 3
 LH1328
 LH1328.Superseded values are not recommended for survey control.
 LH1328
 LH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1328.See file dsdata.pdf to determine how the superseded data were derived.
 LH1328
 LH1328_MARKER: 90 = CHURCH SPIRE
 LH1328
 LH1328  HISTORY     - Date     Condition        Report By
 LH1328  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1328
 LH1328                          STATION DESCRIPTION
 LH1328
 LH1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1328'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HOLDREGE AND 5
 LH1328'MILES NORTHEAST OF LOOMIS.  IT IS A WHITE FRAME CHURCH WITH THE
 LH1328'SPIRE IN THE SOUTHWEST CORNER OF THE BUILDING.  IT IS 150 FEET
 LH1328'NORTH OF AN EAST-WEST DIRT ROAD.  IT HAS AN OVERALL HEIGHT OF
 LH1328'60 FEET.  THE POINT OBSERVED UPON WAS THE CENTER OF THE SPIRE.
 LH1328'
 LH1328'TO REACH THE STATION FROM THE RAILROAD STATION IN LOOMIS, GO
 LH1328'NORTH ON GRAVELED ROAD FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT
 LH1328'AND GO 3.8 MILES TO A CROSSROAD.  TURN LEFT, NORTH, AND GO 2.0
 LH1328'MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 0.25 MILES TO THE
 LH1328'CHURCH ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2072 ***********************************************************************
 MK2072  CBN         -  This is a Cooperative Base Network Control Station.
 MK2072  DESIGNATION -  MOSQUITO
 MK2072  PID         -  MK2072
 MK2072  STATE/COUNTY-  NE/SAUNDERS
 MK2072  COUNTRY     -  US
 MK2072  USGS QUAD   -  WAHOO SE (2017)
 MK2072
 MK2072                         *CURRENT SURVEY CONTROL
 MK2072  ______________________________________________________________________
 MK2072* NAD 83(2011) POSITION- 41 07 04.45999(N) 096 31 50.80260(W)   ADJUSTED
 MK2072* NAD 83(2011) ELLIP HT-   352.948 (meters)        (06/27/12)   ADJUSTED
 MK2072* NAD 83(2011) EPOCH   -  2010.00
 MK2072* NAVD 88 ORTHO HEIGHT -   379.6   (meters)     1245.    (feet) GPS OBS
 MK2072  ______________________________________________________________________
 MK2072  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK2072  GEOID HEIGHT    -        -26.570 (meters)                     GEOID99
 MK2072  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 MK2072  NAD 83(2011) X  -   -547,331.261 (meters)                     COMP
 MK2072  NAD 83(2011) Y  - -4,781,029.101 (meters)                     COMP
 MK2072  NAD 83(2011) Z  -  4,172,528.629 (meters)                     COMP
 MK2072  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 MK2072
 MK2072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2072  Standards:
 MK2072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2072  -------------------------------------------------------------------
 MK2072  NETWORK    0.72   1.57           0.33   0.25   0.80     -0.00281128
 MK2072  -------------------------------------------------------------------
 MK2072  Click here for local accuracies and other accuracy information.
 MK2072
 MK2072.The horizontal coordinates were established by GPS observations
 MK2072.and adjusted by the National Geodetic Survey in June 2012.
 MK2072
 MK2072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2072.been affixed to the stable North American tectonic plate. See 
 MK2072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2072
 MK2072.The horizontal coordinates are valid at the epoch date displayed above
 MK2072.which is a decimal equivalence of Year/Month/Day.
 MK2072
 MK2072.The orthometric height was determined by GPS observations and a
 MK2072.high-resolution geoid model.
 MK2072
 MK2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2072.GEOID18 height accuracy estimate available here.
 MK2072
 MK2072.Click photographs - Photos may exist for this station.
 MK2072
 MK2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2072
 MK2072.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2072
 MK2072.The ellipsoidal height was determined by GPS observations
 MK2072.and is referenced to NAD 83.
 MK2072
 MK2072. The following values were computed from the NAD 83(2011) position.
 MK2072
 MK2072;                    North         East     Units Scale Factor Converg.
 MK2072;SPC NE       -   148,463.796   791,191.843   MT  0.99968138   +2 17 56.6
 MK2072;SPC NE       -   487,084.97  2,595,768.57   sFT  0.99968138   +2 17 56.6
 MK2072;UTM  14      - 4,554,784.345   707,303.597   MT  1.00012894   +1 37 27.7
 MK2072
 MK2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2072!SPC NE       -   0.99994464  x   0.99968138  =   0.99962604
 MK2072!UTM  14      -   0.99994464  x   1.00012894  =   1.00007357
 MK2072
 MK2072:                Primary Azimuth Mark                     Grid Az
 MK2072:SPC NE       -  RADIO MAST                               067 50 15.2
 MK2072:UTM  14      -  RADIO MAST                               068 30 44.1
 MK2072
 MK2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0730354784(NAD 83)
 MK2072
 MK2072|---------------------------------------------------------------------|
 MK2072| PID    Reference Object                     Distance      Geod. Az  |
 MK2072|                                                           dddmmss.s |
 MK2072| CL8232 RADIO MAST                                         0700811.8 |
 MK2072| CL7941 MOSQUITO RM 1                        46.064 METERS 08941     |
 MK2072| CL7942 MOSQUITO RM 2                        14.633 METERS 35322     |
 MK2072|---------------------------------------------------------------------|
 MK2072
 MK2072                          SUPERSEDED SURVEY CONTROL
 MK2072
 MK2072  NAD 83(2007)-  41 07 04.45990(N)    096 31 50.80331(W) AD(2002.00) 0
 MK2072  ELLIP H (02/10/07)  352.947  (m)                       GP(2002.00)    
 MK2072  ELLIP H (07/10/01)  352.962  (m)                       GP(       ) 4 1
 MK2072  NAD 83(1992)-  41 07 04.45951(N)    096 31 50.80281(W) AD(       ) B
 MK2072  ELLIP H (11/28/94)  353.000  (m)                       GP(       ) 2 1
 MK2072  NAD 83(1986)-  41 07 04.47268(N)    096 31 50.80719(W) AD(       ) 2
 MK2072  NAD 27      -  41 07 04.45928(N)    096 31 49.71566(W) AD(       ) 2
 MK2072  NAVD 88 (11/28/94)  379.4    (m)  GEOID93  model used  GPS OBS        
 MK2072
 MK2072.Superseded values are not recommended for survey control.
 MK2072
 MK2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2072.See file dsdata.pdf to determine how the superseded data were derived.
 MK2072
 MK2072_MARKER: DD = SURVEY DISK
 MK2072_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2072+WITH SETTING: INFORMATION.
 MK2072_STAMPING: MOSQUITO 1967
 MK2072_MARK LOGO: USGS
 MK2072_PROJECTION: RECESSED 6 CENTIMETERS
 MK2072_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2072+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 MK2072
 MK2072  HISTORY     - Date     Condition        Report By
 MK2072  HISTORY     - 1967     MONUMENTED       USGS
 MK2072  HISTORY     - 19931004 GOOD             NE-109
 MK2072  HISTORY     - 20000613 GOOD             NEDR
 MK2072  HISTORY     - 2002     GOOD             NEDR
 MK2072  HISTORY     - 20090219 GOOD             NEDR
 MK2072  HISTORY     - 20181218 GOOD             NEGS
 MK2072
 MK2072                          STATION DESCRIPTION
 MK2072
 MK2072'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2072'THE STATION IS LOCATED APPROX. 6.0 MI S. AND 4.5 MI E. OF WAHOO,
 MK2072'T. 13 N., R. 8 E., NEAR THE SW. COR. OF THE SE. QUARTER SEC. 5,
 MK2072'NEAR THE SW. CORNER OF CEMETERY, 21 FT S., 5 FT E. OF FENCE CORNER,
 MK2072'33 FT N. OF CENTER OF RD.
 MK2072'
 MK2072'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2072'6TH ST. FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 0.3 MI ALONG
 MK2072'HWY. 92 TO JCT. HWY. 92 AND 77, CONTINUE S. ALONG HWY. 77 FOR
 MK2072'6.3 MI TO CROSSROADS, TURN LEFT (E.) AND GO 4.9 MI TO STATION
 MK2072'ON LEFT (N.) SIDE OF RD.
 MK2072'
 MK2072'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2072'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2072'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2072'
 MK2072'THE STATION MARK IS STAMPED ET MOSQUITO 1967.
 MK2072'
 MK2072'REFERENCE MARK 1 IS E. OF STATION, 21 FT S., 156 FT E. OF
 MK2072'FENCE CORNER, AT SW. CORNER OF CEMETERY, 33 FT N. OF CENTER OF
 MK2072'RD., STAMPED MOSQUITO NO 1 1967.
 MK2072'
 MK2072'REFERENCE MARK 2 IS N. OF STATION, 26 FT N., 5 FT W. OF FENCE
 MK2072'CORNER AND SW. CORNER OF CEMETERY, 81 FT N. OF CENTER OF RD.,
 MK2072'STAMPED MOSQUITO NO 2 1967.
 MK2072'
 MK2072'AZIMUTH MARK=RADIO MAST, APPROX. 3.0 MI ENE. OF STATION.
 MK2072
 MK2072                          STATION RECOVERY (1993)
 MK2072
 MK2072'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 MK2072'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 6.44 KM
 MK2072'(4.00 MI) NORTH AND 8.05 KM (5.00 MI) EAST FROM CERESCO, AT THE
 MK2072'SOUTHWEST CORNER OF THE ZION CEMETERY AND NEAR THE SOUTH 1/4 CORNER OF
 MK2072'SEC4, T13N, R8E OF THE SIXTH PRINCIPAL MERIDIAN, SAUNDERS COUNTY
 MK2072'NEBRASKA AND ON THE NORTH RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 MK2072'
 MK2072'TO REACH THE MARK FROM THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY
 MK2072'77, AT CERESCO, GO NORTH ON HIGHWAY 77 FOR 7.24 KM (4.50 MI) TO A
 MK2072'CROSSROAD. TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 7.72 KM (4.80
 MK2072'MI) TO THE ZION CEMETERY AND THE MARK ON THE LEFT.
 MK2072'
 MK2072'THE MARK IS A STANDARD USGS DISK, CRIMPED TO THE TOP OF A 0.5 INCH
 MK2072'COPPER COATED ROAD, CENTERED WITHIN A 6-INCH DIAMETER CERAMIC TILE
 MK2072'THAT IS 12-INCHES LONG AND FILLED WITH CHAT TO THE BOTTOM OF THE DISK.
 MK2072'IT IS 9.14 M (29.99 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 6.49 M
 MK2072'(21.29 FT) SOUTH AND 0.91 M (2.99 FT) EAST FROM THE SOUTHWEST FENCE
 MK2072'CORNER OF THE CEMETERY AND IS FLUSH WITH THE GROUND.
 MK2072'
 MK2072'NOTE-THE REFERENCE MARKS FOR THIS STATION HAVE BEEN DESTROYED.
 MK2072
 MK2072                          STATION RECOVERY (2000)
 MK2072
 MK2072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2072'RECOVERED AS DESCRIBED.
 MK2072
 MK2072                          STATION RECOVERY (2002)
 MK2072
 MK2072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK2072'RECOVERED AS DESCRIBED.
 MK2072
 MK2072                          STATION RECOVERY (2009)
 MK2072
 MK2072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK2072'STATION RECOVERY (2009)
 MK2072'FROM THE JUNCTION OF U.S. HIGHWAY 77 AND MAIN STREET IN CERESCO, NE.,
 MK2072'PROCEED NORTH ON U.S. HIGHWAY 77 FOR 4.18 MILES TO COUNTY ROAD E. TURN
 MK2072'RIGHT (EAST) AND PROCEED 5.20 MILES TO THE MARK ON THE LEFT (NORTH).
 MK2072'MARK IS 30.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD E, 19.7 FEET
 MK2072'SOUTH OF FIBERGLASS WITNESS POST, 17 FEET WEST OF THE CENTERLINE
 MK2072'ENTRANCE TO THE ZION EVANGELICAL CHURCH CEMETERY, 146.4 FEET WEST OF A
 MK2072'NAIL IN A POWER POLE, 65.5 FEET NORTH OF A BENT NAIL IN CORNER FENCE
 MK2072'POST, 96.2 FEET EAST OF A NAIL IN A POWER POLE.
 MK2072
 MK2072                          STATION RECOVERY (2018)
 MK2072
 MK2072'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MK2072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1340 ***********************************************************************
 LH1340  DESIGNATION -  MOTALA
 LH1340  PID         -  LH1340
 LH1340  STATE/COUNTY-  NE/KEARNEY
 LH1340  COUNTRY     -  US
 LH1340  USGS QUAD   -  AXTELL EAST (2017)
 LH1340
 LH1340                         *CURRENT SURVEY CONTROL
 LH1340  ______________________________________________________________________
 LH1340* NAD 83(1995) POSITION- 40 29 28.39381(N) 099 01 56.19801(W)   ADJUSTED
 LH1340* NAVD 88 ORTHO HEIGHT -   670.    (meters)     2198.    (feet) SCALED
 LH1340  ______________________________________________________________________
 LH1340  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 LH1340  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 LH1340  HORZ ORDER      -  THIRD
 LH1340
 LH1340.The horizontal coordinates were established by classical geodetic methods
 LH1340.and adjusted by the National Geodetic Survey in August 1997.
 LH1340
 LH1340.The orthometric height was scaled from a topographic map.
 LH1340
 LH1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1340.GEOID18 height accuracy estimate available here.
 LH1340
 LH1340.Click photographs - Photos may exist for this station.
 LH1340
 LH1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1340
 LH1340. The following values were computed from the NAD 83(1995) position.
 LH1340
 LH1340;                    North         East     Units Scale Factor Converg.
 LH1340;SPC NE       -    73,504.692   582,025.412   MT  0.99981396   +0 38 28.7
 LH1340;SPC NE       -   241,156.64  1,909,528.37   sFT  0.99981396   +0 38 28.7
 LH1340;UTM  14      - 4,482,280.710   497,264.670   MT  0.99960009   -0 01 15.5
 LH1340
 LH1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1340!SPC NE       -   0.99989880  x   0.99981396  =   0.99971277
 LH1340!UTM  14      -   0.99989880  x   0.99960009  =   0.99949893
 LH1340
 LH1340:                Primary Azimuth Mark                     Grid Az
 LH1340:SPC NE       -  MOTALA AZ MK RESET                       258 57 14.9
 LH1340:UTM  14      -  MOTALA AZ MK RESET                       259 36 59.1
 LH1340
 LH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9726482280(NAD 83)
 LH1340
 LH1340|---------------------------------------------------------------------|
 LH1340| PID    Reference Object                     Distance      Geod. Az  |
 LH1340|                                                           dddmmss.s |
 LH1340| LH1602 MOTALA RM 1                          12.443 METERS 07839     |
 LH1340| LH1604 MOTALA RM 3                           5.826 METERS 15406     |
 LH1340| LH1603 MOTALA RM 2                          11.590 METERS 25823     |
 LH1340| CO1886 MOTALA AZ MK RESET                                 2593543.6 |
 LH1340| LH1349 AXTELL MUNICIPAL TANK               APPROX. 8.1 KM 2600653.1 |
 LH1340| CO1885 MOTALA AZ MK                                       2605742.2 |
 LH1340|---------------------------------------------------------------------|
 LH1340
 LH1340                          SUPERSEDED SURVEY CONTROL
 LH1340
 LH1340  NAD 83(1986)-  40 29 28.40015(N)    099 01 56.19884(W) AD(       ) 3
 LH1340  NAD 27      -  40 29 28.35400(N)    099 01 54.89900(W) AD(       ) 3
 LH1340
 LH1340.Superseded values are not recommended for survey control.
 LH1340
 LH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1340.See file dsdata.pdf to determine how the superseded data were derived.
 LH1340
 LH1340_MARKER: DS = TRIANGULATION STATION DISK
 LH1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1340_STAMPING: MOTALA 1951
 LH1340_MARK LOGO: CGS
 LH1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1340+STABILITY: SURFACE MOTION
 LH1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1340+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 LH1340
 LH1340  HISTORY     - Date     Condition        Report By
 LH1340  HISTORY     - 1951     MONUMENTED       CGS
 LH1340  HISTORY     - 1951     GOOD             CGS
 LH1340  HISTORY     - 1959     GOOD             CGS
 LH1340  HISTORY     - 1964     GOOD             CGS
 LH1340  HISTORY     - 19821117 GOOD             NGS
 LH1340  HISTORY     - 20040923 GOOD             DUCKS
 LH1340
 LH1340                          STATION DESCRIPTION
 LH1340
 LH1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1340'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF AXTELL AND ABOUT
 LH1340'4.5 MILES WEST OF MINDEN ON THE ROAD RIGHT-OF-WAY, 93 FEET
 LH1340'NORTH OF THE NORTHWEST CORNER OF A LARGE WAREHOUSE, 49 FEET NORTH
 LH1340'OF THE NORTH RAIL OF RAILROAD TRACK AND 45 FEET SOUTH OF THE
 LH1340'CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED MOTALA 1951
 LH1340'AND PROJECTS 2 INCHES.
 LH1340'
 LH1340'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 49 FEET
 LH1340'NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 45 FEET SOUTH OF
 LH1340'THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED MOTALA NO
 LH1340'1 1951 AND PROJECTS 4 INCHES.
 LH1340'
 LH1340'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 49 FEET NORTH
 LH1340'OF THE NORTH RAIL OF RAILROAD TRACK AND 45 FEET SOUTH OF THE
 LH1340'CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED MOTALA NO 2
 LH1340'1951 AND PROJECTS 2 INCHES.
 LH1340'
 LH1340'THE AZIMUTH MARK IS IN THE NORTHEAST ANGLE OF A CROSSROAD,
 LH1340'45 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6, 30 FEET
 LH1340'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTHEAST OF A
 LH1340'FENCE CORNER AND 2 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 LH1340'MOTALA 1951 AND PROJECTS 4 INCHES.
 LH1340'
 LH1340'TO REACH THE STATION FROM THE POST OFFICE IN AXTELL, GO NORTH FOR
 LH1340'0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO EAST ON U.S.
 LH1340'HIGHWAYS 34 AND 6 FOR 4.2 MILES TO AZIMUTH MARK IN NORTHEAST
 LH1340'ANGLE OF CROSSROAD AS DESCRIBED, CONTINUE EAST FOR 0.8 MILE TO
 LH1340'STATION ON RIGHT AS DESCRIBED.
 LH1340
 LH1340                          STATION RECOVERY (1951)
 LH1340
 LH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1340'RECOVERED IN GOOD CONDITION.
 LH1340
 LH1340                          STATION RECOVERY (1959)
 LH1340
 LH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1340'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1340'IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.  A NEW WITNESS
 LH1340'SIGN POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 LH1340
 LH1340                          STATION RECOVERY (1964)
 LH1340
 LH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1340'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1340'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK HAD BEEN
 LH1340'DISPLACED.  A NEW AZIMUTH MARK WAS SET.  THE ORIGINAL DESCRIPTION
 LH1340'BY R.L.E. IS ADEQUATE.  THE STATION MARK IS 1 FOOT WEST OF A NEW
 LH1340'STEEL WITNESS POST.  A SHORT DESCRIPTION FOR THE AZIMUTH MARK
 LH1340'AND A TO REACH FOLLOWS.
 LH1340'
 LH1340'THE AZIMUTH MARK (RESET) IS 0.8 MILE WEST OF THE STATION, 50 FEET
 LH1340'SOUTH OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 48 FEET NORTH
 LH1340'OF THE NORTH RAIL OF THE CHICAGO, BURLINGTON, AND QUINCY
 LH1340'RAILROAD, 36 FEET EAST OF A NORTH-SOUTH GRAVEL ROAD, 3 FEET EAST
 LH1340'OF A GUY POLE, AND 1 FOOT WEST OF A NEW STEEL POST WITH
 LH1340'SIGN.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MOTALA
 LH1340'1951 RESET 1964.
 LH1340'
 LH1340'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.8
 LH1340'MILE TO THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE
 LH1340'INTERSECTION.
 LH1340
 LH1340                          STATION RECOVERY (1982)
 LH1340
 LH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1340'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE 1964 AZIMUTH MARK
 LH1340'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 LH1340'DESTROYED.  A REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE
 LH1340'DISTANCE TO RM 2 WAS 0.012 M (0.039 FT) LONGER THAN 1951 DATA.  THE
 LH1340'DIRECTION TO THIS MARK CHECKED AS DID DIRECTIONS TO DISTANT
 LH1340'LANDMARKS.  THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES
 LH1340'IN THE AREA A NEW DESCRIPTION FOLLOWS.
 LH1340'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) EAST FROM AXTELL, 7.2 KM
 LH1340'(4.5 MI) WEST FROM MINDEN, AT MOTALA, UN-INCORPORATED, ABOUT 0.16 KM
 LH1340'(0.10 MI) WEST FROM THE CONTINENTAL GRAIN ELEVATOR, JUST WEST OF AN
 LH1340'ELECTRICAL SUB-STATION AND ON RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 6, 34
 LH1340'AND A RAILROAD TRACK.
 LH1340'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34,
 LH1340'IN MINDEN, GO WEST ON HIGHWAY 6, 34 FOR 7.08 KM (4.40 MI) TO THE
 LH1340'STATION ON THE LEFT, JUST WEST OF THE ELECTRICAL SUB-STATION.
 LH1340'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 LH1340'PROJECTS 5 CM ABOVE THE GROUND.  IT IS 60.4 M (198.2 FT) WEST FROM
 LH1340'THE NORTHWEST CORNER OF A FENCE AROUND THE SUB-STATION, 14.9 M
 LH1340'(48.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 14.9 M (48.9 FT)
 LH1340'NORTH FROM THE NORTH RAIL OF THE RAILROAD, 12.19 M (39.99 FT)
 LH1340'NORTHEAST FROM A TELEPHONE LINE POLE AND 0.61 M (2.00 FT) EAST FROM A
 LH1340'WITNESS POST.
 LH1340
 LH1340                          STATION RECOVERY (2004)
 LH1340
 LH1340'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LH1340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1542 ***********************************************************************
 LH1542  DESIGNATION -  MOTALA AZ MK RESET
 LH1542  PID         -  LH1542
 LH1542  STATE/COUNTY-  NE/KEARNEY
 LH1542  COUNTRY     -  US
 LH1542  USGS QUAD   -  AXTELL EAST (2017)
 LH1542
 LH1542                         *CURRENT SURVEY CONTROL
 LH1542  ______________________________________________________________________
 LH1542* NAD 83(1995) POSITION- 40 29 20.99799(N) 099 02 48.92197(W)   ADJUSTED
 LH1542* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 LH1542  ______________________________________________________________________
 LH1542  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 LH1542  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 LH1542  HORZ ORDER      -  THIRD
 LH1542
 LH1542.The horizontal coordinates were established by classical geodetic methods
 LH1542.and adjusted by the National Geodetic Survey in August 1997.
 LH1542
 LH1542.The orthometric height was scaled from a topographic map.
 LH1542
 LH1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1542.GEOID18 height accuracy estimate available here.
 LH1542
 LH1542.Click photographs - Photos may exist for this station.
 LH1542
 LH1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1542
 LH1542. The following values were computed from the NAD 83(1995) position.
 LH1542
 LH1542;                    North         East     Units Scale Factor Converg.
 LH1542;SPC NE       -    73,262.831   580,786.602   MT  0.99981459   +0 37 53.8
 LH1542;SPC NE       -   240,363.14  1,905,464.04   sFT  0.99981459   +0 37 53.8
 LH1542;UTM  14      - 4,482,053.230   496,023.413   MT  0.99960019   -0 01 49.7
 LH1542
 LH1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1542!SPC NE       -   0.99989868  x   0.99981459  =   0.99971328
 LH1542!UTM  14      -   0.99989868  x   0.99960019  =   0.99949891
 LH1542
 LH1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9602382053(NAD 83)
 LH1542
 LH1542                          SUPERSEDED SURVEY CONTROL
 LH1542
 LH1542  NAD 83(1986)-  40 29 21.00429(N)    099 02 48.92280(W) AD(       ) 3
 LH1542
 LH1542.Superseded values are not recommended for survey control.
 LH1542
 LH1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1542.See file dsdata.pdf to determine how the superseded data were derived.
 LH1542
 LH1542_MARKER: DZ = AZIMUTH MARK DISK
 LH1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1542_STAMPING: MOTALA 1951 RESET 1964
 LH1542_MARK LOGO: CGS
 LH1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1542+STABILITY: SURFACE MOTION
 LH1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1542+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1982
 LH1542
 LH1542  HISTORY     - Date     Condition        Report By
 LH1542  HISTORY     - 1964     MONUMENTED       CGS
 LH1542  HISTORY     - 19821117 GOOD             NGS
 LH1542  HISTORY     - 20040923 POOR             DUCKS
 LH1542
 LH1542                          STATION DESCRIPTION
 LH1542
 LH1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1542'THE STATION WAS RECOVERED IN GOOD CONDITION, ABOUT 6.8 KM (4.2 MI)
 LH1542'EAST FROM AXTELL, 8 KM (5.0 MI) WEST FROM MINDEN, 1.2 KM (0.7 MI) WEST
 LH1542'FROM MOTALA, UNICORPORATED AND ON THE SOUTH RIGHT-OF-WAY OF U.S.
 LH1542'HIGHWAY 6, 34, BETWEEN THE HIGHWAY AND A RAILROAD TRACK.
 LH1542'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34,
 LH1542'IN MINDEN, GO WEST ON HIGHWAY 6, 34 FOR 7.08 KM (4.40 MI) TO
 LH1542'STATION-MOTALA-ON THE LEFT.  CONITNUE WEST ON THE HIGHWAY FOR 1.26 KM
 LH1542'(0.78 MI) TO A CROSSROAD AND THE STATION ON THE LEFT.
 LH1542'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 23
 LH1542'CM ABOVE THE GROUND SURFACE.  IT IS 15.6 M (51.2 FT) SOUTH FROM THE
 LH1542'CENTERLINE OF THE HIGHWAY, 14.3 M (46.9 FT) NORTH FROM THE NORTH RAIL
 LH1542'OF THE RAILROAD TRACK, 11.9 M (39.0 FT) EAST FROM THE CENTERLINE OF
 LH1542'THE CROSSROAD AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST.
 LH1542
 LH1542                          STATION RECOVERY (2004)
 LH1542
 LH1542'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LH1542'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0489 ***********************************************************************
 NO0489  DESIGNATION -  MOTHER
 NO0489  PID         -  NO0489
 NO0489  STATE/COUNTY-  NE/CHERRY
 NO0489  COUNTRY     -  US
 NO0489  USGS QUAD   -  CAMP VALLEY (2017)
 NO0489
 NO0489                         *CURRENT SURVEY CONTROL
 NO0489  ______________________________________________________________________
 NO0489* NAD 83(1995) POSITION- 42 08 24.36124(N) 101 52 49.85254(W)   ADJUSTED
 NO0489* NAVD 88 ORTHO HEIGHT -  1024.    (meters)     3360.    (feet) SCALED
 NO0489  ______________________________________________________________________
 NO0489  GEOID HEIGHT    -        -18.995 (meters)                     GEOID18
 NO0489  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 NO0489  HORZ ORDER      -  SECOND
 NO0489
 NO0489.The horizontal coordinates were established by classical geodetic methods
 NO0489.and adjusted by the National Geodetic Survey in August 1997.
 NO0489
 NO0489.The orthometric height was scaled from a topographic map.
 NO0489
 NO0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0489.GEOID18 height accuracy estimate available here.
 NO0489
 NO0489.Click photographs - Photos may exist for this station.
 NO0489
 NO0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0489
 NO0489. The following values were computed from the NAD 83(1995) position.
 NO0489
 NO0489;                    North         East     Units Scale Factor Converg.
 NO0489;SPC NE       -   257,805.155   344,595.967   MT  0.99971981   -1 14 46.4
 NO0489;SPC NE       -   845,815.75  1,130,561.94   sFT  0.99971981   -1 14 46.4
 NO0489;UTM  14      - 4,669,348.160   261,956.466   MT  1.00029729   -1 56 00.9
 NO0489
 NO0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0489!SPC NE       -   0.99984232  x   0.99971981  =   0.99956218
 NO0489!UTM  14      -   0.99984232  x   1.00029729  =   1.00013957
 NO0489
 NO0489:                Primary Azimuth Mark                     Grid Az
 NO0489:SPC NE       -  MOTHER AZ MK                             232 44 34.6
 NO0489:UTM  14      -  MOTHER AZ MK                             233 25 49.1
 NO0489
 NO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6195669348(NAD 83)
 NO0489
 NO0489|---------------------------------------------------------------------|
 NO0489| PID    Reference Object                     Distance      Geod. Az  |
 NO0489|                                                           dddmmss.s |
 NO0489| CQ3561 MOTHER RM 1                                        05122     |
 NO0489| CQ3562 MOTHER RM 2                          22.482 METERS 17710     |
 NO0489| CQ3560 MOTHER AZ MK                                       2312948.2 |
 NO0489|---------------------------------------------------------------------|
 NO0489
 NO0489                          SUPERSEDED SURVEY CONTROL
 NO0489
 NO0489  NAD 83(1986)-  42 08 24.35891(N)    101 52 49.85584(W) AD(       ) 2
 NO0489  NAD 27      -  42 08 24.42000(N)    101 52 48.21200(W) AD(       ) 2
 NO0489
 NO0489.Superseded values are not recommended for survey control.
 NO0489
 NO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0489.See file dsdata.pdf to determine how the superseded data were derived.
 NO0489
 NO0489_MARKER: DS = TRIANGULATION STATION DISK
 NO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0489_STAMPING: MOTHER 1946
 NO0489_MARK LOGO: CGS
 NO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0489+STABILITY: SURFACE MOTION
 NO0489
 NO0489  HISTORY     - Date     Condition        Report By
 NO0489  HISTORY     - 1946     MONUMENTED       CGS
 NO0489
 NO0489                          STATION DESCRIPTION
 NO0489
 NO0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0489'LOCATED 9-1/2 MILES NORTH BY EAST OF ASHBY, 0.7 MILE NORTH-NORTHWEST
 NO0489'OF A RANCH HOUSE AND ABOUT 200 YARDS WEST OF A WIRE FENCE AND
 NO0489'A TELEPHONE LINE AND 10 FEET NORTH-NORTHWEST OF A REFERENCE
 NO0489'POST ON THE HIGHEST POINT OF A SAND DUNE.  IT IS STAMPED
 NO0489'MOTHER 1946 AND PROJECTS 10 INCHES.
 NO0489'
 NO0489'REFERENCE MARK NO. 1 IS ABOUT 20 FEET LOWER THAN THE STATION.
 NO0489'IT IS STAMPED MOTHER NO 1 1946 AND PROJECTS 10 INCHES.
 NO0489'
 NO0489'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0489'IT IS STAMPED MOTHER NO 2 1946 AND PROJECTS 8 INCHES.
 NO0489'
 NO0489'THE AZIMUTH MARK IS 100 FEET SOUTH OF A WIRE GATE AND A NORTH-SOUTH,
 NO0489'EAST-WEST FENCE INTERSECTION, 9 FEET NORTH OF THE CENTERLINE
 NO0489'OF A TRACK ROAD, 6 FEET NORTH OF THE NORTH EDGE OF AN AUTO GATE
 NO0489'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.  IT IS STAMPED MOTHER
 NO0489'1946 AND PROJECTS 10 INCHES.
 NO0489'
 NO0489'TO REACH THE STATION FROM ASHBY, GO NORTHERLY ON A TRACK ROAD
 NO0489'FOR 7.9 MILES.  THEN LEFT FORK FOR 0.15 MILE.  THEN RIGHT FORK
 NO0489'FOR 0.65 MILE.  THEN RIGHT FORK FOR 2.40 MILES TO THE AZIMUTH
 NO0489'MARK ON THE LEFT.  CONTINUE FOR 0.15 MILE TO A FORK.  THEN LEFT
 NO0489'FORK FOR 0.35 MILE TO AN AUTO GATE.  CONTINUE, THROUGH GATE, FOR
 NO0489'0.25 MILE, THEN TURN LEFT (ACROSS COUNTRY), NORTHERLY FOR 0.5
 NO0489'MILE TO THE HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2511 ***********************************************************************
 AI2511  DESIGNATION -  MRRN A
 AI2511  PID         -  AI2511
 AI2511  STATE/COUNTY-  NE/CHERRY
 AI2511  COUNTRY     -  US
 AI2511  USGS QUAD   -  MERRIMAN (2017)
 AI2511
 AI2511                         *CURRENT SURVEY CONTROL
 AI2511  ______________________________________________________________________
 AI2511* NAD 83(2011) POSITION- 42 54 33.13169(N) 101 42 07.93950(W)   ADJUSTED
 AI2511* NAD 83(2011) ELLIP HT-   971.882 (meters)        (06/27/12)   ADJUSTED
 AI2511* NAD 83(2011) EPOCH   -  2010.00
 AI2511* NAVD 88 ORTHO HEIGHT -   991.215 (meters)     3252.01  (feet) ADJUSTED
 AI2511  ______________________________________________________________________
 AI2511  GEOID HEIGHT    -        -19.322 (meters)                     GEOID18
 AI2511  NAD 83(2011) X  -   -949,127.330 (meters)                     COMP
 AI2511  NAD 83(2011) Y  - -4,582,274.281 (meters)                     COMP
 AI2511  NAD 83(2011) Z  -  4,320,781.003 (meters)                     COMP
 AI2511  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 AI2511  DYNAMIC HEIGHT  -        990.780 (meters)     3250.58  (feet) COMP
 AI2511  MODELED GRAVITY -    980,147.5   (mgal)                       NAVD 88
 AI2511
 AI2511  VERT ORDER      -  FIRST     CLASS II
 AI2511
 AI2511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2511  Standards:
 AI2511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2511  -------------------------------------------------------------------
 AI2511  NETWORK    0.21   0.41           0.09   0.08   0.21      0.09102302
 AI2511  -------------------------------------------------------------------
 AI2511  Click here for local accuracies and other accuracy information.
 AI2511
 AI2511.This is a reference station for the MERRIMAN
 AI2511.National Continuously Operating Reference Station (MRRN).
 AI2511
 AI2511.The horizontal coordinates were established by GPS observations
 AI2511.and adjusted by the National Geodetic Survey in June 2012.
 AI2511
 AI2511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2511.been affixed to the stable North American tectonic plate. See 
 AI2511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2511
 AI2511.The horizontal coordinates are valid at the epoch date displayed above
 AI2511.which is a decimal equivalence of Year/Month/Day.
 AI2511
 AI2511.The orthometric height was determined by differential leveling and
 AI2511.adjusted by the NATIONAL GEODETIC SURVEY
 AI2511.in July 2002.
 AI2511
 AI2511.No vertical observational check was made to the station.
 AI2511
 AI2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2511.GEOID18 height accuracy estimate available here.
 AI2511
 AI2511.Click photographs - Photos may exist for this station.
 AI2511
 AI2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2511
 AI2511.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2511
 AI2511.The ellipsoidal height was determined by GPS observations
 AI2511.and is referenced to NAD 83.
 AI2511
 AI2511.The dynamic height is computed by dividing the NAVD 88
 AI2511.geopotential number by the normal gravity value computed on the
 AI2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2511.degrees latitude (g = 980.6199 gals.).
 AI2511
 AI2511.The modeled gravity was interpolated from observed gravity values.
 AI2511
 AI2511. The following values were computed from the NAD 83(2011) position.
 AI2511
 AI2511;                    North         East     Units Scale Factor Converg.
 AI2511;SPC NE       -   342,902.928   361,010.917   MT  0.99995961   -1 07 41.0
 AI2511;SPC NE       - 1,125,007.36  1,184,416.65   sFT  0.99995961   -1 07 41.0
 AI2511;UTM  14      - 4,754,274.869   279,417.564   MT  1.00019863   -1 50 25.8
 AI2511
 AI2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2511!SPC NE       -   0.99984761  x   0.99995961  =   0.99980722
 AI2511!UTM  14      -   0.99984761  x   1.00019863  =   1.00004621
 AI2511
 AI2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7941754274(NAD 83)
 AI2511
 AI2511                          SUPERSEDED SURVEY CONTROL
 AI2511
 AI2511  NAD 83(2007)-  42 54 33.13154(N)    101 42 07.94061(W) AD(2002.00) 0
 AI2511  ELLIP H (02/10/07)  971.914  (m)                       GP(2002.00)    
 AI2511  ELLIP H (09/24/01)  971.900  (m)                       GP(       ) 4 2
 AI2511  NAD 83(1995)-  42 54 33.13148(N)    101 42 07.94067(W) AD(       ) B
 AI2511  ELLIP H (05/18/00)  971.900  (m)                       GP(       ) 3 2
 AI2511  NAVD 88             991.22   (m)         3252.0    (f) LEVELING    3  
 AI2511
 AI2511.Superseded values are not recommended for survey control.
 AI2511
 AI2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2511.See file dsdata.pdf to determine how the superseded data were derived.
 AI2511
 AI2511_MARKER: F = FLANGE-ENCASED ROD
 AI2511_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2511_STAMPING: MRRN A 1999
 AI2511_MARK LOGO: NGS
 AI2511_PROJECTION: FLUSH
 AI2511_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2511+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2511_ROD/PIPE-DEPTH: 14.0 meters
 AI2511_SLEEVE-DEPTH  : 0.9 meters
 AI2511
 AI2511  HISTORY     - Date     Condition        Report By
 AI2511  HISTORY     - 1999     MONUMENTED       NGS
 AI2511
 AI2511                          STATION DESCRIPTION
 AI2511
 AI2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2511'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 AI2511'IN MERRIMAN, 11.2 M (36.7 FT) WEST OF THE HIGHWAY CENTERLINE, 8.8 M
 AI2511'(28.9 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO THE
 AI2511'MCCONAUGHEY RANCH, 3.8 M (12.5 FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6
 AI2511'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 AI2511'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI2511'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI2511'FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2510 ***********************************************************************
 AI2510  DESIGNATION -  MRRN B
 AI2510  PID         -  AI2510
 AI2510  STATE/COUNTY-  NE/CHERRY
 AI2510  COUNTRY     -  US
 AI2510  USGS QUAD   -  MERRIMAN (2017)
 AI2510
 AI2510                         *CURRENT SURVEY CONTROL
 AI2510  ______________________________________________________________________
 AI2510* NAD 83(2011) POSITION- 42 54 16.55504(N) 101 42 02.72240(W)   ADJUSTED
 AI2510* NAD 83(2011) ELLIP HT-   975.092 (meters)        (06/27/12)   ADJUSTED
 AI2510* NAD 83(2011) EPOCH   -  2010.00
 AI2510* NAVD 88 ORTHO HEIGHT -   994.423 (meters)     3262.54  (feet) ADJUSTED
 AI2510  ______________________________________________________________________
 AI2510  GEOID HEIGHT    -        -19.322 (meters)                     GEOID18
 AI2510  NAD 83(2011) X  -   -949,082.543 (meters)                     COMP
 AI2510  NAD 83(2011) Y  - -4,582,641.659 (meters)                     COMP
 AI2510  NAD 83(2011) Z  -  4,320,408.454 (meters)                     COMP
 AI2510  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AI2510  DYNAMIC HEIGHT  -        993.986 (meters)     3261.10  (feet) COMP
 AI2510  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 AI2510
 AI2510  VERT ORDER      -  FIRST     CLASS II
 AI2510
 AI2510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2510  Standards:
 AI2510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2510  -------------------------------------------------------------------
 AI2510  NETWORK    0.21   0.43           0.09   0.08   0.22      0.05872223
 AI2510  -------------------------------------------------------------------
 AI2510  Click here for local accuracies and other accuracy information.
 AI2510
 AI2510.This is a reference station for the MERRIMAN
 AI2510.National Continuously Operating Reference Station (MRRN).
 AI2510
 AI2510.The horizontal coordinates were established by GPS observations
 AI2510.and adjusted by the National Geodetic Survey in June 2012.
 AI2510
 AI2510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2510.been affixed to the stable North American tectonic plate. See 
 AI2510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2510
 AI2510.The horizontal coordinates are valid at the epoch date displayed above
 AI2510.which is a decimal equivalence of Year/Month/Day.
 AI2510
 AI2510.The orthometric height was determined by differential leveling and
 AI2510.adjusted by the NATIONAL GEODETIC SURVEY
 AI2510.in July 2002.
 AI2510
 AI2510.No vertical observational check was made to the station.
 AI2510
 AI2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2510.GEOID18 height accuracy estimate available here.
 AI2510
 AI2510.Click photographs - Photos may exist for this station.
 AI2510
 AI2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2510
 AI2510.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2510
 AI2510.The ellipsoidal height was determined by GPS observations
 AI2510.and is referenced to NAD 83.
 AI2510
 AI2510.The dynamic height is computed by dividing the NAVD 88
 AI2510.geopotential number by the normal gravity value computed on the
 AI2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2510.degrees latitude (g = 980.6199 gals.).
 AI2510
 AI2510.The modeled gravity was interpolated from observed gravity values.
 AI2510
 AI2510. The following values were computed from the NAD 83(2011) position.
 AI2510
 AI2510;                    North         East     Units Scale Factor Converg.
 AI2510;SPC NE       -   342,389.188   361,119.170   MT  0.99995763   -1 07 37.5
 AI2510;SPC NE       - 1,123,321.86  1,184,771.81   sFT  0.99995763   -1 07 37.5
 AI2510;UTM  14      - 4,753,759.699   279,519.446   MT  1.00019807   -1 50 21.7
 AI2510
 AI2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2510!SPC NE       -   0.99984710  x   0.99995763  =   0.99980474
 AI2510!UTM  14      -   0.99984710  x   1.00019807  =   1.00004514
 AI2510
 AI2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7951953759(NAD 83)
 AI2510
 AI2510|---------------------------------------------------------------------|
 AI2510| PID    Reference Object                     Distance      Geod. Az  |
 AI2510|                                                           dddmmss.s |
 AI2510| AH8657 MERRIMAN CORS ARP                   356.756 METERS 09542     |
 AI2510|---------------------------------------------------------------------|
 AI2510
 AI2510                          SUPERSEDED SURVEY CONTROL
 AI2510
 AI2510  NAD 83(2007)-  42 54 16.55489(N)    101 42 02.72352(W) AD(2002.00) 0
 AI2510  ELLIP H (02/10/07)  975.123  (m)                       GP(2002.00)    
 AI2510  ELLIP H (09/24/01)  975.110  (m)                       GP(       ) 4 2
 AI2510  NAD 83(1995)-  42 54 16.55483(N)    101 42 02.72358(W) AD(       ) B
 AI2510  ELLIP H (05/18/00)  975.109  (m)                       GP(       ) 3 2
 AI2510  NAVD 88             994.42   (m)         3262.5    (f) LEVELING    3  
 AI2510
 AI2510.Superseded values are not recommended for survey control.
 AI2510
 AI2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2510.See file dsdata.pdf to determine how the superseded data were derived.
 AI2510
 AI2510_MARKER: F = FLANGE-ENCASED ROD
 AI2510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2510_STAMPING: MRRN B 1999
 AI2510_MARK LOGO: NGS
 AI2510_PROJECTION: FLUSH
 AI2510_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2510+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2510_ROD/PIPE-DEPTH: 19.5 meters
 AI2510_SLEEVE-DEPTH  : 0.9 meters
 AI2510
 AI2510  HISTORY     - Date     Condition        Report By
 AI2510  HISTORY     - 1999     MONUMENTED       NGS
 AI2510
 AI2510                          STATION DESCRIPTION
 AI2510
 AI2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2510'1.7 KM (1.05 MI) SOUTHERLY ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 AI2510'IN MERRIMAN, 28.9 M (94.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 AI2510'LEADING EAST TO THE MORELAND RANCH, 15.2 M (49.9 FT) EAST OF THE
 AI2510'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AI2510'0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2510'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2510'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2510'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0797 ***********************************************************************
 MJ0797  DESIGNATION -  MT VERNON
 MJ0797  PID         -  MJ0797
 MJ0797  STATE/COUNTY-  NE/DOUGLAS
 MJ0797  COUNTRY     -  US
 MJ0797  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0797
 MJ0797                         *CURRENT SURVEY CONTROL
 MJ0797  ______________________________________________________________________
 MJ0797* NAD 83(1995) POSITION- 41 11 57.98944(N) 095 55 58.57020(W)   ADJUSTED
 MJ0797* NAVD 88 ORTHO HEIGHT -   346.396 (meters)     1136.47  (feet) ADJUSTED
 MJ0797  ______________________________________________________________________
 MJ0797  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 MJ0797  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 MJ0797  DYNAMIC HEIGHT  -        346.253 (meters)     1136.00  (feet) COMP
 MJ0797  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 MJ0797
 MJ0797  HORZ ORDER      -  FIRST
 MJ0797  VERT ORDER      -  FIRST     CLASS II
 MJ0797
 MJ0797.The horizontal coordinates were established by classical geodetic methods
 MJ0797.and adjusted by the National Geodetic Survey in August 1997.
 MJ0797
 MJ0797.The orthometric height was determined by differential leveling and
 MJ0797.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0797.in June 1991.
 MJ0797
 MJ0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0797.GEOID18 height accuracy estimate available here.
 MJ0797
 MJ0797.Click photographs - Photos may exist for this station.
 MJ0797
 MJ0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ0797
 MJ0797.The dynamic height is computed by dividing the NAVD 88
 MJ0797.geopotential number by the normal gravity value computed on the
 MJ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0797.degrees latitude (g = 980.6199 gals.).
 MJ0797
 MJ0797.The modeled gravity was interpolated from observed gravity values.
 MJ0797
 MJ0797. The following values were computed from the NAD 83(1995) position.
 MJ0797
 MJ0797;                    North         East     Units Scale Factor Converg.
 MJ0797;SPC NE       -   159,692.907   840,912.251   MT  0.99967282   +2 41 42.8
 MJ0797;SPC NE       -   523,925.81  2,758,892.94   sFT  0.99967282   +2 41 42.8
 MJ0797;UTM  15      - 4,565,045.432   254,066.207   MT  1.00034445   -1 55 58.2
 MJ0797;UTM  14      - 4,565,433.728   757,182.127   MT  1.00041411   +2 01 16.8
 MJ0797
 MJ0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0797!SPC NE       -   0.99994996  x   0.99967282  =   0.99962279
 MJ0797!UTM  15      -   0.99994996  x   1.00034445  =   1.00029439
 MJ0797!UTM  14      -   0.99994996  x   1.00041411  =   1.00036404
 MJ0797
 MJ0797:                Primary Azimuth Mark                     Grid Az
 MJ0797:SPC NE       -  OMAHA 1                                  015 36 15.0
 MJ0797:UTM  15      -  OMAHA 1                                  020 13 56.0
 MJ0797:UTM  14      -  OMAHA 1                                  016 16 41.0
 MJ0797
 MJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5406665045(NAD 83)
 MJ0797
 MJ0797|---------------------------------------------------------------------|
 MJ0797| PID    Reference Object                     Distance      Geod. Az  |
 MJ0797|                                                           dddmmss.s |
 MJ0797| MJ1234 OMAHA 1                             APPROX. 3.9 KM 0181757.8 |
 MJ0797| MJ1250 AIRWAY BEACON 0                     APPROX.12.4 KM 0364225.3 |
 MJ0797| MJ0798 MT VERNON RM 1                       51.972 METERS 05505     |
 MJ0797| MJ0799 MT VERNON RM 2                       54.636 METERS 10112     |
 MJ0797| CL7952 MT VERNON AZ MK                                    3560811.9 |
 MJ0797|---------------------------------------------------------------------|
 MJ0797
 MJ0797                          SUPERSEDED SURVEY CONTROL
 MJ0797
 MJ0797  NAD 83(1986)-  41 11 57.99778(N)    095 55 58.57003(W) AD(       ) 1
 MJ0797  NAD 27      -  41 11 58.00100(N)    095 55 57.51700(W) AD(       ) 1
 MJ0797  NGVD 29 (??/??/92)  346.278  (m)         1136.08   (f) ADJ UNCH    1 2
 MJ0797  NGVD 29             346.28   (m)         1136.1    (f) LEVELING    3  
 MJ0797
 MJ0797.Superseded values are not recommended for survey control.
 MJ0797
 MJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0797.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0797
 MJ0797_MARKER: DS = TRIANGULATION STATION DISK
 MJ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0797_STAMPING: MT VERNON 1934
 MJ0797_MARK LOGO: CGS
 MJ0797_PROJECTION: FLUSH
 MJ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0797+STABILITY: SURFACE MOTION
 MJ0797
 MJ0797  HISTORY     - Date     Condition        Report By
 MJ0797  HISTORY     - 1934     MONUMENTED       CGS
 MJ0797  HISTORY     - 1947     GOOD             CGS
 MJ0797  HISTORY     - 1947     GOOD             CGS
 MJ0797  HISTORY     - 1966     GOOD             NEDR
 MJ0797  HISTORY     - 1970     GOOD             NGS
 MJ0797  HISTORY     - 1976     GOOD             LOCSUR
 MJ0797  HISTORY     - 20100429 GOOD             INDIV
 MJ0797
 MJ0797                          STATION DESCRIPTION
 MJ0797
 MJ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0797'STATION IS ABOUT 4-1/2 MILES SOUTH OF DOWNTOWN OMAHA, IN MT.
 MJ0797'VERNON PARK, IN NORTHEAST QUARTER OF SEC. 10, T. 14 N. R. 13 E.,
 MJ0797'157.6 FEET WEST OF SUN DIAL AND 72.4 FEET EAST-BY-NORTH OF
 MJ0797'FLAGPOLE.
 MJ0797'
 MJ0797'TO REACH FROM OMAHA, GO SOUTH ON U.S. HIGHWAY 75 TO L STREET IN
 MJ0797'SOUTH OMAHA, TURN EAST AND FOLLOW TROLLEY TRACKS 0.8 MILE TO
 MJ0797'THIRTEENTH STREET, TURN SOUTH AND GO 0.8 MILE TO RIVERSIDE DRIVE,
 MJ0797'A GRAVEL DRIVE TO THE LEFT CIRCLING MT. VERNON PARK.  GO 0.2 MILE
 MJ0797'TO TOP OF HILL.  STATION IS ON KNOLL IN HIGHEST PART OF PARK NEAR
 MJ0797'FLAGPOLE.
 MJ0797'
 MJ0797'REFERENCE MARK NO. 1 IS ALONG FLAG WALK, 170.51 FEET
 MJ0797'EAST-BY-NORTH OF STATION, 50.0 FEET WEST OF CENTERLINE OF GRAVEL
 MJ0797'DRIVE AND 64.5 FEET NORTH OF SUN DIAL.
 MJ0797'
 MJ0797'REFERENCE MARK NO. 2 IS ALONG FLAG WALK, 179.25 FEET EAST
 MJ0797'BY SOUTH OF STATION, 40.0 FEET WEST OF CENTERLINE OF GRAVEL DRIVE
 MJ0797'AND 72.0 FEET SOUTH OF SUN DIAL.
 MJ0797'
 MJ0797'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  TO REACH,
 MJ0797'GO NORTH ON GRAVEL DRIVE 0.2 MILE TO PAVED ROAD, BEAR RIGHT AND
 MJ0797'AGAIN IMMEDIATELY RIGHT ONTO ANOTHER GRAVEL DRIVE, GO NORTH ON
 MJ0797'THIS DRIVE 0.2 MILE TO SECOND KNOLL AND MARK ON WEST SIDE, ABOUT
 MJ0797'40.0 FEET WEST OF CENTERLINE OF GRAVEL DRIVE AND 90.0 FEET EAST
 MJ0797'OF CENTERLINE OF PAVED ROAD.
 MJ0797'
 MJ0797'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
 MJ0797
 MJ0797                          STATION RECOVERY (1947)
 MJ0797
 MJ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0797'AT OMAHA.
 MJ0797'IN THE SOUTHEAST PART OF OMAHA AT MT. VERNON PARK, ON TOP OF A
 MJ0797'KNOLL THAT IS THE HIGHEST POINT IN THE PARK.  157 FEET WEST
 MJ0797'OF A SUN DIAL, 72 FEET NORTHEAST OF A FLAGPOLE, AND 42 FEET SOUTH
 MJ0797'OF THE SOUTH EDGE OF A SIDEWALK.  A BRONZE STATION DISK SET IN
 MJ0797'THE TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0797
 MJ0797                          STATION RECOVERY (1947)
 MJ0797
 MJ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0797'RECOVERED IN GOOD CONDITION.
 MJ0797
 MJ0797                          STATION RECOVERY (1966)
 MJ0797
 MJ0797'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 MJ0797'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MJ0797'RECOVERED AND FOUND TO BE AS DESCRIBED IN 1934.  THE AZIMUTH MARK
 MJ0797'WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THAT THE MARKER
 MJ0797'HAS BEEN DESTROYED BY STREET AND HIGHWAY CONSTRUCTION.
 MJ0797'
 MJ0797'PREVIOUS TO REACH INFORMATION IS INADEQUATE.
 MJ0797'
 MJ0797'NEW TO REACH IS AS FOLLOWS--FROM OMAHA UNION RAILROAD STATION AT
 MJ0797'10TH AND MARCY, GO SOUTH ON 10TH STREET 1.54 MILE TO THE
 MJ0797'INTERSECTION OF 10TH STREET AND DEER PARK BOULEVARD, TURN RIGHT
 MJ0797'(WEST) AND GO 0.2 MILE TO THE INTERSECTION OF 13TH STREET AND
 MJ0797'DEER PARK BOULEVARD, TURN LEFT (SOUTH) ON 13TH STREET, (U.S.
 MJ0797'HIGHWAYS 73 AND 75) AND CONTINUE FOR 1.05 MILE TO THE
 MJ0797'INTERSECTION OF 13TH AND L STREETS.  FROM THIS INTERSECTION
 MJ0797'CONTINUE SOUTH ON 13TH STREET (U.S. HIGHWAYS 73 AND 75) FOR 0.85
 MJ0797'MILE TO THE ENTRANCE TO MT. VERNON PARK ON THE LEFT (EAST).
 MJ0797'PROCEED INTO THE PARK ON WINDING ROAD FOR 0.15 MILE TO THE
 MJ0797'STATION AS DESCRIBED IN 1934.
 MJ0797
 MJ0797                          STATION RECOVERY (1970)
 MJ0797
 MJ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ0797'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MJ0797'WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 MJ0797'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATION
 MJ0797'FROM OLD TIES SHOWS THE MARK WAS PROBABLY DESTROYED BY ROAD
 MJ0797'CONSTRUCTION.  THE STATION SITE IS IN A PARK AND THE AREA IS
 MJ0797'COVERED BY TREES.  TRIANGULATION STATION BOYNE 1934 WILL BE
 MJ0797'VISIBLE WHEN TREES ARE BARREN SOUTHEAST OF THE STATION IF LINE
 MJ0797'OF SIGHT WOULD NOT COME THROUGH A TREE TRUNK.  A NEW SIDEWALK
 MJ0797'HAS BEEN BUILT OVER REFERENCE MARK NO. 2 AND IS 3 INCHES
 MJ0797'BELOW THE CONCRETE WALK.  A METAL PLATE WAS FOUND PLACED IN
 MJ0797'THE SIDEWALK SO THE MARK IS STILL USEABLE OF FUTURE RECOVERY.
 MJ0797'DUE TO OBSTRUCTIONS THEIR IS NO SUITABLE PLACE TO SET A
 MJ0797'NEW AZIMUTH MARK.
 MJ0797'
 MJ0797'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 MJ0797'
 MJ0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MJ0797'SOUTH OF DOWNTOWN OMAHA.
 MJ0797
 MJ0797                          STATION RECOVERY (1976)
 MJ0797
 MJ0797'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MJ0797'MT VERNON 1934 RECOVERED GOOD.
 MJ0797'
 MJ0797'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0797'MT. VERNON NO. 1 1934 RECOVERED GOOD.
 MJ0797'
 MJ0797'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0797'MT. VERNON NO. 2 1934 RECOVERED GOOD.
 MJ0797'
 MJ0797'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0797
 MJ0797                          STATION RECOVERY (2010)
 MJ0797
 MJ0797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MJ0797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0455 ***********************************************************************
 MN0455  DESIGNATION -  MT VERNON
 MN0455  PID         -  MN0455
 MN0455  STATE/COUNTY-  NE/DEUEL
 MN0455  COUNTRY     -  US
 MN0455  USGS QUAD   -  MOUNT VERNON (2017)
 MN0455
 MN0455                         *CURRENT SURVEY CONTROL
 MN0455  ______________________________________________________________________
 MN0455* NAD 83(1995) POSITION- 41 09 48.16755(N) 102 32 41.16621(W)   ADJUSTED
 MN0455* NAVD 88 ORTHO HEIGHT -  1208.    (meters)     3963.    (feet) SCALED
 MN0455  ______________________________________________________________________
 MN0455  GEOID HEIGHT    -        -20.075 (meters)                     GEOID18
 MN0455  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 MN0455  HORZ ORDER      -  SECOND
 MN0455
 MN0455.The horizontal coordinates were established by classical geodetic methods
 MN0455.and adjusted by the National Geodetic Survey in August 1997.
 MN0455
 MN0455.The orthometric height was scaled from a topographic map.
 MN0455
 MN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0455.GEOID18 height accuracy estimate available here.
 MN0455
 MN0455.Click photographs - Photos may exist for this station.
 MN0455
 MN0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0455
 MN0455. The following values were computed from the NAD 83(1995) position.
 MN0455
 MN0455;                    North         East     Units Scale Factor Converg.
 MN0455;SPC NE       -   150,811.329   286,524.952   MT  0.99967636   -1 41 11.1
 MN0455;SPC NE       -   494,786.84    940,040.61   sFT  0.99967636   -1 41 11.1
 MN0455;UTM  13      - 4,559,799.964   705,986.549   MT  1.00012223   +1 36 59.8
 MN0455
 MN0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0455!SPC NE       -   0.99981377  x   0.99967636  =   0.99949019
 MN0455!UTM  13      -   0.99981377  x   1.00012223  =   0.99993598
 MN0455
 MN0455:                Primary Azimuth Mark                     Grid Az
 MN0455:SPC NE       -  MT VERNON AZ MK                          276 49 26.7
 MN0455:UTM  13      -  MT VERNON AZ MK                          273 31 15.8
 MN0455
 MN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0598659799(NAD 83)
 MN0455
 MN0455|---------------------------------------------------------------------|
 MN0455| PID    Reference Object                     Distance      Geod. Az  |
 MN0455|                                                           dddmmss.s |
 MN0455| CP7805 MT VERNON RM 1                        9.112 METERS 13335     |
 MN0455| CP7806 MT VERNON RM 2                        8.947 METERS 21201     |
 MN0455| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 8.1 KM 2235949.0 |
 MN0455| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX. 8.1 KM 2621324.2 |
 MN0455| CP7804 MT VERNON AZ MK                                    2750815.6 |
 MN0455|---------------------------------------------------------------------|
 MN0455
 MN0455                          SUPERSEDED SURVEY CONTROL
 MN0455
 MN0455  NAD 83(1993)-  41 09 48.16741(N)    102 32 41.16666(W) AD(       ) 2
 MN0455  NAD 83(1986)-  41 09 48.16471(N)    102 32 41.16735(W) AD(       ) 2
 MN0455  NAD 27      -  41 09 48.21420(N)    102 32 39.47860(W) AD(       ) 2
 MN0455
 MN0455.Superseded values are not recommended for survey control.
 MN0455
 MN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0455.See file dsdata.pdf to determine how the superseded data were derived.
 MN0455
 MN0455_MARKER: DS = TRIANGULATION STATION DISK
 MN0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0455_STAMPING: MT VERNON 1963
 MN0455_MARK LOGO: CGS
 MN0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0455+STABILITY: SURFACE MOTION
 MN0455
 MN0455  HISTORY     - Date     Condition        Report By
 MN0455  HISTORY     - 1963     MONUMENTED       CGS
 MN0455  HISTORY     - 1970     MARK NOT FOUND   USGS
 MN0455
 MN0455                          STATION DESCRIPTION
 MN0455
 MN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0455'THE STATION IS LOCATED ON A PROMINENT GRASS COVERED KNOLL,
 MN0455'LOCALLY KNOWN AS MOUNT VERNON.  THE LAND IS OWNED BY MR. EDGAR
 MN0455'BARGE OF CENTRAL CITY, NEBRASKA AND LEASED BY MR. RAY STEGEMENT.
 MN0455'THE STATION IS ABOUT 7 MILES NORTHWEST OF CHAPPELL AND 5 MILES
 MN0455'EAST OF LODGEPOLE.
 MN0455'
 MN0455'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, DRIVE
 MN0455'EAST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.
 MN0455'TURN LEFT AND DRIVE NORTH ON A GRAVELED ROAD FOR 1.2 MILES
 MN0455'TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE EAST ON A GRAVELED
 MN0455'AND DIRT ROAD FOR 3.9 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE
 MN0455'OF THE DIRT ROAD.  CONTINUE EAST ON A DIRT ROAD FOR 0.55
 MN0455'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND DRIVE SOUTH ON THE
 MN0455'TRACK ROAD FOR 0.05 MILE TO THE SUMMIT OF THE KNOLL AND THE
 MN0455'STATION.
 MN0455'
 MN0455'THE STATION MARK IS A STANDARD DISK, STAMPED MOUNT VERNON 1963,
 MN0455'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 14
 MN0455'INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE
 MN0455'GROUND SURFACE.  IT IS 3.5 FEET NORTH OF A METAL WITNESS POST
 MN0455'WITH A SIGN ATTACHED.
 MN0455'
 MN0455'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOUNT VERNON
 MN0455'NO 1 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0455'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE
 MN0455'THE GROUND SURFACE.  IT IS 27.4 FEET SOUTHEAST OF A METAL
 MN0455'WITNESS POST WITH A SIGN ATTACHED.
 MN0455'
 MN0455'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOUNT VERNON NO
 MN0455'2 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0455'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES
 MN0455'ABOVE THE GROUND SURFACE.  IT IS 27.0 FEET SOUTHWEST OF A METAL
 MN0455'WITNESS POST WITH A SIGN ATTACHED.
 MN0455'
 MN0455'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOUNT VERNON
 MN0455'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0455'IS 12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0455'IT IS 46 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD,
 MN0455'3.5 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0455'AND 2.4 FEET EAST OF A POWER LINE POLE.
 MN0455
 MN0455                          STATION RECOVERY (1970)
 MN0455
 MN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLH)
 MN0455'THE STATION AZIMUTH MARK WAS NOT FOUND.  THE AREA WHERE THE
 MN0455'MARK WAS SET IS NOW UNDER CULTIVATION.  ALL OTHER MARKS WERE
 MN0455'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0798 ***********************************************************************
 MJ0798  DESIGNATION -  MT VERNON RM 1
 MJ0798  PID         -  MJ0798
 MJ0798  STATE/COUNTY-  NE/DOUGLAS
 MJ0798  COUNTRY     -  US
 MJ0798  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0798
 MJ0798                         *CURRENT SURVEY CONTROL
 MJ0798  ______________________________________________________________________
 MJ0798* NAD 83(1986) POSITION- 41 11 58.95   (N) 095 55 56.74   (W)   HD_HELD1
 MJ0798* NAVD 88 ORTHO HEIGHT -   343.172 (meters)     1125.89  (feet) ADJUSTED
 MJ0798  ______________________________________________________________________
 MJ0798  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 MJ0798  DYNAMIC HEIGHT  -        343.031 (meters)     1125.43  (feet) COMP
 MJ0798  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 MJ0798
 MJ0798  VERT ORDER      -  FIRST     CLASS II
 MJ0798
 MJ0798.The horizontal coordinates were determined by differentially corrected
 MJ0798.hand held GPS observations or other comparable positioning techniques
 MJ0798.and have an estimated accuracy of +/- 3 meters.
 MJ0798
 MJ0798.The orthometric height was determined by differential leveling and
 MJ0798.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0798.in June 1991.
 MJ0798
 MJ0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0798.GEOID18 height accuracy estimate available here.
 MJ0798
 MJ0798.Click photographs - Photos may exist for this station.
 MJ0798
 MJ0798.The dynamic height is computed by dividing the NAVD 88
 MJ0798.geopotential number by the normal gravity value computed on the
 MJ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0798.degrees latitude (g = 980.6199 gals.).
 MJ0798
 MJ0798.The modeled gravity was interpolated from observed gravity values.
 MJ0798
 MJ0798;                    North         East    Units  Estimated Accuracy
 MJ0798;SPC NE       -   159,724.5     840,953.4     MT  (+/- 3 meters HH1 GPS) 
 MJ0798
 MJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5410965073(NAD 83)
 MJ0798
 MJ0798                          SUPERSEDED SURVEY CONTROL
 MJ0798
 MJ0798  NGVD 29 (??/??/92)  343.055  (m)         1125.51   (f) ADJ UNCH    1 2
 MJ0798
 MJ0798.Superseded values are not recommended for survey control.
 MJ0798
 MJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0798.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0798
 MJ0798_MARKER: DR = REFERENCE MARK DISK
 MJ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0798_STAMPING: MT VERNON NO 1 1934
 MJ0798_MARK LOGO: CGS
 MJ0798_PROJECTION: FLUSH
 MJ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0798+STABILITY: SURFACE MOTION
 MJ0798
 MJ0798  HISTORY     - Date     Condition        Report By
 MJ0798  HISTORY     - 1934     MONUMENTED       CGS
 MJ0798  HISTORY     - 1947     GOOD             CGS
 MJ0798
 MJ0798                          STATION DESCRIPTION
 MJ0798
 MJ0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0798'AT OMAHA.
 MJ0798'IN THE SOUTHEAST PART OF OMAHA AT MT. VERNON PARK, ON TOP OF A
 MJ0798'KNOLL THAT IS THE HIGHEST PART OF THE PARK.  THE MARK IS 170
 MJ0798'FEET NORTHEAST OF THE STATION MARK, 64 FEET NORTH OF THE SUN
 MJ0798'DIAL, 3 FEET EAST OF A STONE WALK, AND AT THE WEST EDGE OF A
 MJ0798'HEDGE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MJ0798'FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0799 ***********************************************************************
 MJ0799  DESIGNATION -  MT VERNON RM 2
 MJ0799  PID         -  MJ0799
 MJ0799  STATE/COUNTY-  NE/DOUGLAS
 MJ0799  COUNTRY     -  US
 MJ0799  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0799
 MJ0799                         *CURRENT SURVEY CONTROL
 MJ0799  ______________________________________________________________________
 MJ0799* NAD 83(1986) POSITION- 41 11 57.65   (N) 095 55 56.27   (W)   HD_HELD1
 MJ0799* NAVD 88 ORTHO HEIGHT -   342.935 (meters)     1125.11  (feet) ADJUSTED
 MJ0799  ______________________________________________________________________
 MJ0799  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 MJ0799  DYNAMIC HEIGHT  -        342.794 (meters)     1124.65  (feet) COMP
 MJ0799  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 MJ0799
 MJ0799  VERT ORDER      -  FIRST     CLASS II
 MJ0799
 MJ0799.The horizontal coordinates were determined by differentially corrected
 MJ0799.hand held GPS observations or other comparable positioning techniques
 MJ0799.and have an estimated accuracy of +/- 3 meters.
 MJ0799
 MJ0799.The orthometric height was determined by differential leveling and
 MJ0799.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0799.in June 1991.
 MJ0799
 MJ0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0799.GEOID18 height accuracy estimate available here.
 MJ0799
 MJ0799.Click photographs - Photos may exist for this station.
 MJ0799
 MJ0799.The dynamic height is computed by dividing the NAVD 88
 MJ0799.geopotential number by the normal gravity value computed on the
 MJ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0799.degrees latitude (g = 980.6199 gals.).
 MJ0799
 MJ0799.The modeled gravity was interpolated from observed gravity values.
 MJ0799
 MJ0799;                    North         East    Units  Estimated Accuracy
 MJ0799;SPC NE       -   159,685.0     840,966.3     MT  (+/- 3 meters HH1 GPS) 
 MJ0799
 MJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5411965033(NAD 83)
 MJ0799
 MJ0799                          SUPERSEDED SURVEY CONTROL
 MJ0799
 MJ0799  NGVD 29 (??/??/92)  342.818  (m)         1124.73   (f) ADJ UNCH    1 2
 MJ0799
 MJ0799.Superseded values are not recommended for survey control.
 MJ0799
 MJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0799.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0799
 MJ0799_MARKER: DR = REFERENCE MARK DISK
 MJ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0799_STAMPING: MT VERNON NO 2 1934
 MJ0799_MARK LOGO: CGS
 MJ0799_PROJECTION: FLUSH
 MJ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0799+STABILITY: SURFACE MOTION
 MJ0799
 MJ0799  HISTORY     - Date     Condition        Report By
 MJ0799  HISTORY     - 1934     MONUMENTED       CGS
 MJ0799  HISTORY     - 1947     GOOD             CGS
 MJ0799  HISTORY     - 1947     GOOD             CGS
 MJ0799
 MJ0799                          STATION DESCRIPTION
 MJ0799
 MJ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0799'AT OMAHA.
 MJ0799'IN THE SOUTHEAST PART OF OMAHA AT MT. VERNON PARK, ON TOP OF A
 MJ0799'KNOLL THAT IS THE HIGHEST PART OF THE PARK.  THE MARK IS 179 FEET
 MJ0799'SOUTHEAST OF THE STATION MARK, 72 FEET SOUTH OF A SUN DIAL,
 MJ0799'40 FEET WEST OF THE CENTER LINE OF A GRAVELED DRIVE, 3 FEET
 MJ0799'EAST OF THE CENTER LINE OF A STONE WALK, AND 1 FOOT WEST OF A
 MJ0799'HEDGE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND SET
 MJ0799'FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0799
 MJ0799                          STATION RECOVERY (1947)
 MJ0799
 MJ0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0506 ***********************************************************************
 NO0506  DESIGNATION -  MUD
 NO0506  PID         -  NO0506
 NO0506  STATE/COUNTY-  NE/CHERRY
 NO0506  COUNTRY     -  US
 NO0506  USGS QUAD   -  IRWIN SW (2017)
 NO0506
 NO0506                         *CURRENT SURVEY CONTROL
 NO0506  ______________________________________________________________________
 NO0506* NAD 83(1995) POSITION- 42 47 48.76394(N) 101 57 10.24202(W)   ADJUSTED
 NO0506* NAVD 88 ORTHO HEIGHT -  1111.    (meters)     3645.    (feet) SCALED
 NO0506  ______________________________________________________________________
 NO0506  GEOID HEIGHT    -        -18.900 (meters)                     GEOID18
 NO0506  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 NO0506  HORZ ORDER      -  SECOND
 NO0506
 NO0506.The horizontal coordinates were established by classical geodetic methods
 NO0506.and adjusted by the National Geodetic Survey in August 1997.
 NO0506
 NO0506.The orthometric height was scaled from a topographic map.
 NO0506
 NO0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0506.GEOID18 height accuracy estimate available here.
 NO0506
 NO0506.Click photographs - Photos may exist for this station.
 NO0506
 NO0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0506
 NO0506. The following values were computed from the NAD 83(1995) position.
 NO0506
 NO0506;                    North         East     Units Scale Factor Converg.
 NO0506;SPC NE       -   330,861.391   340,267.059   MT  0.99991319   -1 17 38.9
 NO0506;SPC NE       - 1,085,501.08  1,116,359.51   sFT  0.99991319   -1 17 38.9
 NO0506;UTM  14      - 4,742,488.536   258,518.805   MT  1.00031746   -2 00 25.7
 NO0506;UTM  13      - 4,742,763.172   749,194.345   MT  1.00036404   +2 04 16.7
 NO0506
 NO0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0506!SPC NE       -   0.99982869  x   0.99991319  =   0.99974189
 NO0506!UTM  14      -   0.99982869  x   1.00031746  =   1.00014609
 NO0506!UTM  13      -   0.99982869  x   1.00036404  =   1.00019266
 NO0506
 NO0506:                Primary Azimuth Mark                     Grid Az
 NO0506:SPC NE       -  LEAT                                     066 26 11.1
 NO0506:UTM  14      -  LEAT                                     067 08 57.9
 NO0506:UTM  13      -  LEAT                                     063 04 15.5
 NO0506
 NO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN5851842488(NAD 83)
 NO0506
 NO0506|---------------------------------------------------------------------|
 NO0506| PID    Reference Object                     Distance      Geod. Az  |
 NO0506|                                                           dddmmss.s |
 NO0506| NO0503 LEAT                                APPROX.15.0 KM 0650832.2 |
 NO0506| CQ3567 MUD RM 1                             12.567 METERS 11007     |
 NO0506| CQ3568 MUD RM 2                             15.788 METERS 19706     |
 NO0506| CQ3566 MUD AZ MK                                          2882709.0 |
 NO0506|---------------------------------------------------------------------|
 NO0506
 NO0506                          SUPERSEDED SURVEY CONTROL
 NO0506
 NO0506  NAD 83(1986)-  42 47 48.75647(N)    101 57 10.24701(W) AD(       ) 2
 NO0506  NAD 27      -  42 47 48.75500(N)    101 57 08.66500(W) AD(       ) 2
 NO0506
 NO0506.Superseded values are not recommended for survey control.
 NO0506
 NO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0506.See file dsdata.pdf to determine how the superseded data were derived.
 NO0506
 NO0506_MARKER: DS = TRIANGULATION STATION DISK
 NO0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0506_STAMPING: MUD 1946
 NO0506_MARK LOGO: CGS
 NO0506_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0506
 NO0506  HISTORY     - Date     Condition        Report By
 NO0506  HISTORY     - 1946     MONUMENTED       CGS
 NO0506  HISTORY     - 1968     GOOD             USGS
 NO0506
 NO0506                          STATION DESCRIPTION
 NO0506
 NO0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0506'13.2 MILES EAST OF GORDON AND ABOUT 0.5 MILE SOUTH OF U.S.
 NO0506'HIGHWAY NO. 20.  ON THE HIGHEST POINT AND SOUTH END OF A
 NO0506'GRASS-COVERED SAND RIDGE WHICH RUNS IN A GENERALLY NORTH-SOUTH
 NO0506'DIRECTION.  THE STATION IS MARKED BY A STANDARD DISK WELDED
 NO0506'TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 6 INCHES AND
 NO0506'IS STAMPED MUD 1946.
 NO0506'
 NO0506'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, ABOUT
 NO0506'ONE FOOT LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A
 NO0506'3-INCH IRON PIPE, STAMPED MUD NO 1 1946, PROJ. 10 IN.
 NO0506'
 NO0506'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ABOUT FOUR
 NO0506'FEET LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A
 NO0506'3-INCH IRON PIPE, STAMPED MUD NO 2 1946, PROJECTS 8 IN.
 NO0506'
 NO0506'THE AZIMUTH MARK IS ON THE NORTH SIDE OF U.S. HIGHWAY NO. 20
 NO0506'AT THE JUNCTION OF A DIRT, T-ROAD FROM THE SOUTH.  IT IS
 NO0506'36 FEET NORTH OF THE HIGHWAY, 3 FEET EAST OF A 4X4-INCH WITNESS
 NO0506'POST AND A TELEPHONE POLE AND ONE FOOT SOUTH OF A WIRE FENCE.
 NO0506'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON
 NO0506'PIPE, PROJECTING ABOUT 5 INCHES AND IS STAMPED, MUD 1946.
 NO0506'
 NO0506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0506'20 WITH STATE HIGHWAY NO. 27 AT GORDON--GO EAST ON HIGHWAY
 NO0506'20 FOR 12.15 MILES TO A DIRT, T-ROAD SOUTH AND THE AZIMUTH
 NO0506'MARK ON THE LEFT.  CONTINUE ON HIGHWAY FOR 0.95 MILE TO A
 NO0506'WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND PROCEED ACROSS
 NO0506'PASTURE IN A GENERAL SOUTHWESTERLY DIRECTION TO HIGHEST POINT
 NO0506'AND STATION, APPROXIMATE DISTANCE FROM GATE 0.5 MILE.
 NO0506
 NO0506                          STATION RECOVERY (1968)
 NO0506
 NO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NO0506'STA. MK., AND REF. MKS. NO. 1 AND 2 WERE RECOVERED AND FOUND
 NO0506'IN GOOD CONDITION AS DESCRIBED.  AZI. MK. WAS NOT FOUND.
 NO0506'
 NO0506'DISTANCES AND DIRECTIONS TO REF. MK. NO. 1 AND REF. MK. NO. 2
 NO0506'CHECKED.
 NO0506'
 NO0506'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--TO REACH FROM
 NO0506'THE P.O. AT GORDON, GO EAST ON 2ND ST. 0.05 MI. TO HWY 27
 NO0506'(MAIN ST.) TURN RIGHT (SOUTH) AND GO 0.3 MI. TO JUNCTION U.S.
 NO0506'HWY 27 AND 20, TURN LEFT (EAST) AND GO 13.2 MI. ALONG U.S. HWY
 NO0506'20 TO A FIELD ENTRANCE ON RIGHT (SOUTH) TURN RIGHT (SOUTH)
 NO0506'AND GO THROUGH WIRE GATE AND GO 0.7 MILE ACROSS OPEN RANGE
 NO0506'SOUTHWEST AND SOUTH ON RIDGES TO TOP OF HIGHEST RIDGE AND
 NO0506'STATION OVERLOOKING VALLEY TO SOUTH AND SOUTHWEST AND WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1070 ***********************************************************************
 LH1070  DESIGNATION -  MUDDY
 LH1070  PID         -  LH1070
 LH1070  STATE/COUNTY-  NE/GOSPER
 LH1070  COUNTRY     -  US
 LH1070  USGS QUAD   -  ELWOOD SW (2017)
 LH1070
 LH1070                         *CURRENT SURVEY CONTROL
 LH1070  ______________________________________________________________________
 LH1070* NAD 83(1995) POSITION- 40 30 38.84590(N) 099 57 12.07636(W)   ADJUSTED
 LH1070* NAVD 88 ORTHO HEIGHT -   772.    (meters)     2533.    (feet) SCALED
 LH1070  ______________________________________________________________________
 LH1070  GEOID HEIGHT    -        -24.332 (meters)                     GEOID18
 LH1070  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 LH1070  HORZ ORDER      -  FIRST
 LH1070
 LH1070.The horizontal coordinates were established by classical geodetic methods
 LH1070.and adjusted by the National Geodetic Survey in August 1997.
 LH1070
 LH1070.The orthometric height was scaled from a topographic map.
 LH1070
 LH1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1070.GEOID18 height accuracy estimate available here.
 LH1070
 LH1070.Click photographs - Photos may exist for this station.
 LH1070
 LH1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1070
 LH1070. The following values were computed from the NAD 83(1995) position.
 LH1070
 LH1070;                    North         East     Units Scale Factor Converg.
 LH1070;SPC NE       -    75,219.431   503,952.638   MT  0.99980804   +0 01 51.3
 LH1070;SPC NE       -   246,782.42  1,653,384.61   sFT  0.99980804   +0 01 51.3
 LH1070;UTM  14      - 4,484,889.004   419,230.948   MT  0.99968030   -0 37 09.6
 LH1070
 LH1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1070!SPC NE       -   0.99988268  x   0.99980804  =   0.99969074
 LH1070!UTM  14      -   0.99988268  x   0.99968030  =   0.99956302
 LH1070
 LH1070:                Primary Azimuth Mark                     Grid Az
 LH1070:SPC NE       -  MUDDY AZ MK                              179 38 50.4
 LH1070:UTM  14      -  MUDDY AZ MK                              180 17 51.3
 LH1070
 LH1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1923084889(NAD 83)
 LH1070
 LH1070|---------------------------------------------------------------------|
 LH1070| PID    Reference Object                     Distance      Geod. Az  |
 LH1070|                                                           dddmmss.s |
 LH1070| CO1896 MUDDY RM 1                           48.832 METERS 00318     |
 LH1070| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.11.9 KM 0420155.1 |
 LH1070| CO1898 MUDDY RM 3                           20.354 METERS 09446     |
 LH1070| CO1895 MUDDY AZ MK                                        1794041.7 |
 LH1070| LH1037 ST MATHEWS LUTHERAN CH SPIRE        APPROX.17.7 KM 1823355.4 |
 LH1070| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX. 3.3 KM 2415704.8 |
 LH1070| CO1897 MUDDY RM 2                           29.053 METERS 26614     |
 LH1070|---------------------------------------------------------------------|
 LH1070
 LH1070                          SUPERSEDED SURVEY CONTROL
 LH1070
 LH1070  NAD 83(1986)-  40 30 38.85081(N)    099 57 12.08046(W) AD(       ) 1
 LH1070  NAD 27      -  40 30 38.83200(N)    099 57 10.62900(W) AD(       ) 1
 LH1070
 LH1070.Superseded values are not recommended for survey control.
 LH1070
 LH1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1070.See file dsdata.pdf to determine how the superseded data were derived.
 LH1070
 LH1070_MARKER: DS = TRIANGULATION STATION DISK
 LH1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1070_STAMPING: MUDDY 1934
 LH1070_MARK LOGO: CGS
 LH1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1070+STABILITY: SURFACE MOTION
 LH1070
 LH1070  HISTORY     - Date     Condition        Report By
 LH1070  HISTORY     - 1934     MONUMENTED       CGS
 LH1070  HISTORY     - 1951     GOOD             CGS
 LH1070  HISTORY     - 1963     GOOD             CGS
 LH1070
 LH1070                          STATION DESCRIPTION
 LH1070
 LH1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1070'THE STATION IS ON LAND OWNED BY THE ESTATE OF HERMAN MILLER,
 LH1070'IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC. 5, T. 6
 LH1070'N., R. 23 W., IN THE TOWNSHIP OF EAST MUDDY.  MARK IS SET 8-1/2
 LH1070'WEST OF A NORTH-SOUTH WIRE FENCE, 7 FEET NORTH OF AN EAST-WEST
 LH1070'FENCE LINE, ON NORTHWEST CORNER OF DIRT CROSSROADS.
 LH1070'
 LH1070'REACHED FROM JUNCTION OF STATE HIGHWAYS 23S AND 21 IN ELWOOD, GO
 LH1070'SOUTH ON HIGHWAYS 23S AND 21 5 MILES TO THEIR JUNCTION, KEEP RIGHT
 LH1070'ON 23S AND GO 5.1 MILES TO A DIRT ROAD AND A WHITE SCHOOL ON
 LH1070'RIGHT.  TURN RIGHT (NORTH) AND GO 1 MILE TO DIRT CROSSROADS AND
 LH1070'STATION ON NORTHWEST CORNER.
 LH1070'
 LH1070'REFERENCE MARK NO. 1 IS SET IN NORTH-SOUTH FENCE LINE, 168 FEET
 LH1070'NORTH OF EAST-WEST WIRE FENCE, AND 33 FEET WEST OF CENTERLINE OF
 LH1070'NORTH-SOUTH DIRT ROAD.
 LH1070'
 LH1070'REFERENCE MARK NO. 2 IS SET IN EAST-WEST FENCE, 103-1/2 FEET WEST
 LH1070'OF A NORTH-SOUTH WIRE FENCE, AND 33 FEET NORTH OF CENTERLINE OF
 LH1070'AN EAST-WEST DIRT ROAD.
 LH1070'
 LH1070'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION IN AN EAST-WEST FENCE
 LH1070'LINE OF A LANE LEADING TO MR. YERGES HOUSE, 1 FOOT NORTH OF
 LH1070'EAST-WEST TELEPHONE LINE, 15 FEET WEST OF GATE OR EAST-WEST
 LH1070'FENCE, 44 FEET FROM CENTERLINE OF NORTH-SOUTH DIRT ROAD.
 LH1070'REACHED BY GOING SOUTH FROM STATION 0.6 MILE TO MARK ON RIGHT.
 LH1070'
 LH1070'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1070
 LH1070                          STATION RECOVERY (1951)
 LH1070
 LH1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1070'THE STATION REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 LH1070'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LH1070'WAS DESTROYED AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 LH1070'
 LH1070'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1070'
 LH1070'THE STATION IS LOCATED ABOUT 14.0 MILES NORTH-NORTHWEST OF ARAPAHOE
 LH1070'AND ABOUT 7.0 MILE SOUTHWEST OF ELWOOD IN THE SOUTHEAST CORNER
 LH1070'OF A CULTIVATED FIELD, 41 FEET NORTH OF THE CENTER OF AN
 LH1070'EAST-WEST ROAD, 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1070'ROAD AND 10 FEET NORTHWEST OF A FENCE CORNER.  IT IS STAMPED
 LH1070'MUDDY 1934 AND PROJECTS 4 INHES.
 LH1070'
 LH1070'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD, 37
 LH1070'FEET WEST OF THE CENTER OF A NORTH-ROAD AND 2 FEET WEST OF A
 LH1070'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MUDDY NO 1 1934 AND
 LH1070'PROJECTS 10 INCHES.
 LH1070'
 LH1070'REFERENCE MARK NO. 3 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH
 LH1070'OF THE CENTER OF AN EAST-WEST ROAD, 25 FEET EAST OF THE CENTER OF
 LH1070'A NORTH-SOUTH ROAD AND 2 FEET NORTH OF A POWER LINE POLE AND FENCE
 LH1070'CORNER.  IT IS STAMPED MUDDY NO 3 1934 AND PROJECTS 3 INCHES.
 LH1070'
 LH1070'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 175.12 FEET.
 LH1070'
 LH1070'THE AZIMUTH MARK IS NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 LH1070'FIELD, 40 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 16 FEET
 LH1070'WEST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST AND 1 FOOT
 LH1070'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MUDDY AZI 1934
 LH1070'AND PROJECTS 4 INCHES.
 LH1070'
 LH1070'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF THE
 LH1070'POST OFFICE IN ELWOOD, GO SOUTH ON U.S. HIGHWAY 283 AND STATE
 LH1070'HIGHWAY 23S FOR 5.0 MILES TO A FORK, TAKE RIGHT FORK AND GO
 LH1070'SOUTHWEST AND WEST ON STATE HIGHWAY 23S FOR 5.2 MILES TO A T
 LH1070'ROAD RIGHT JUST AFTER PASSING SCHOOLHOUSE.  TURN RIGHT AND GO
 LH1070'NORTH ON DIRT ROAD FOR 0.5 MILE TO AZIMUTH MARK IN FIELD ON LEFT
 LH1070'AS DESCRIBED, CONTINUE NORTH FOR 0.5 MILE TO A CROSSROAD AND
 LH1070'STATION JUST NORTHWEST AS DESCRIBED.
 LH1070
 LH1070                          STATION RECOVERY (1963)
 LH1070
 LH1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1070'STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 LH1070'GOOD CONDITION.  DESCRIPTION MUST BE ALTERED BECAUSE OF IMPROVEMENTS
 LH1070'AND STRAIGHTENING OF HWY 235.  FROM THE POST OFFICE IN ELWOOD,
 LH1070'NEBR. GO SOUTH ON US 283 AND STATE HIGHWAY 235 FOR 4.3 MILES TO A
 LH1070'POINT WHERE 235 SEPARATES FROM US 283.  TURN RIGHT AND GO WEST
 LH1070'AND SOUTH FOR 1.0 MILES ON 235 (NOW A GRAVEL ROAD) TO A T ROAD
 LH1070'RIGHT.  TURN RIGHT AND GO WEST FOR 0.7 MILES TO A FORK.  TAKE THE
 LH1070'LEFT FORK AND GO SOUTH FOR 1.2 MILES TO A CROSSROAD.  TURN RIGHT
 LH1070'AND GO WEST FOR 2.5 MILES TO A CROSSROAD AND STATION IN THE NW
 LH1070'CORNER AS DESCRIBED.  FROM HERE TURN LEFT AND GO SOUTH FOR
 LH1070'0.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0970 ***********************************************************************
 LG0970  DESIGNATION -  MUDDY
 LG0970  PID         -  LG0970
 LG0970  STATE/COUNTY-  NE/OTOE
 LG0970  COUNTRY     -  US
 LG0970  USGS QUAD   -  COOK (2017)
 LG0970
 LG0970                         *CURRENT SURVEY CONTROL
 LG0970  ______________________________________________________________________
 LG0970* NAD 83(1995) POSITION- 40 32 15.60263(N) 096 10 45.71227(W)   ADJUSTED
 LG0970* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 LG0970  ______________________________________________________________________
 LG0970  GEOID HEIGHT    -        -28.186 (meters)                     GEOID18
 LG0970  LAPLACE CORR    -         -7.72  (seconds)                    DEFLEC18
 LG0970  HORZ ORDER      -  SECOND
 LG0970
 LG0970.The horizontal coordinates were established by classical geodetic methods
 LG0970.and adjusted by the National Geodetic Survey in August 1997.
 LG0970
 LG0970.The orthometric height was scaled from a topographic map.
 LG0970
 LG0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0970.GEOID18 height accuracy estimate available here.
 LG0970
 LG0970.Click photographs - Photos may exist for this station.
 LG0970
 LG0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0970
 LG0970. The following values were computed from the NAD 83(1995) position.
 LG0970
 LG0970;                    North         East     Units Scale Factor Converg.
 LG0970;SPC NE       -    85,351.617   823,515.489   MT  0.99980009   +2 31 54.9
 LG0970;SPC NE       -   280,024.43  2,701,817.07   sFT  0.99980009   +2 31 54.9
 LG0970;UTM  14      - 4,491,259.238   738,884.748   MT  1.00030249   +1 50 02.9
 LG0970
 LG0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0970!SPC NE       -   0.99994841  x   0.99980009  =   0.99974851
 LG0970!UTM  14      -   0.99994841  x   1.00030249  =   1.00025088
 LG0970
 LG0970:                Primary Azimuth Mark                     Grid Az
 LG0970:SPC NE       -  MUDDY AZ MK                              089 43 05.2
 LG0970:UTM  14      -  MUDDY AZ MK                              090 24 57.2
 LG0970
 LG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3888491259(NAD 83)
 LG0970
 LG0970|---------------------------------------------------------------------|
 LG0970| PID    Reference Object                     Distance      Geod. Az  |
 LG0970|                                                           dddmmss.s |
 LG0970| CL7954 MUDDY RM 1                           18.485 METERS 00928     |
 LG0970| CL7953 MUDDY AZ MK                                        0921500.1 |
 LG0970| CL7955 MUDDY RM 2                           21.077 METERS 10053     |
 LG0970| LG0969 COOK MUNICIPAL TANK                 APPROX. 3.3 KM 1484126.9 |
 LG0970| LG0968 COOK RELAY TOWER                    APPROX. 1.7 KM 2660944.1 |
 LG0970|---------------------------------------------------------------------|
 LG0970
 LG0970                          SUPERSEDED SURVEY CONTROL
 LG0970
 LG0970  NAD 83(1986)-  40 32 15.61061(N)    096 10 45.70811(W) AD(       ) 2
 LG0970  NAD 27      -  40 32 15.62100(N)    096 10 44.67800(W) AD(       ) 2
 LG0970
 LG0970.Superseded values are not recommended for survey control.
 LG0970
 LG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0970.See file dsdata.pdf to determine how the superseded data were derived.
 LG0970
 LG0970_MARKER: DS = TRIANGULATION STATION DISK
 LG0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0970_STAMPING: MUDDY 1947
 LG0970_MARK LOGO: CGS
 LG0970_PROJECTION: PROJECTING 10 CENTIMETERS
 LG0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0970+STABILITY: SURFACE MOTION
 LG0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0970+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 LG0970
 LG0970  HISTORY     - Date     Condition        Report By
 LG0970  HISTORY     - 1947     MONUMENTED       CGS
 LG0970  HISTORY     - 1961     GOOD             CGS
 LG0970  HISTORY     - 1962     GOOD             CGS
 LG0970  HISTORY     - 1974     GOOD             NGS
 LG0970  HISTORY     - 20140328 GOOD             NEDR
 LG0970  HISTORY     - 20200915 GOOD             NEGS
 LG0970
 LG0970                          STATION DESCRIPTION
 LG0970
 LG0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0970'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY
 LG0970'THREE ROADS, ABOUT 8 MILES SOUTH OF SYRACUSE, 2 MILES NORTH OF COOK, 1
 LG0970'MILE NORTH OF THE JOHNSON-OTEE COUNTY LINE, 95 FEET NORTHEAST OF THE
 LG0970'INTERSECTION OF A CROSSROAD, 72 FEET EAST OF THE CENTER OF A GRAVELED
 LG0970'ROAD, 68 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 33 FEET NORTH OF
 LG0970'THE NORTH EDGE OF A HEDGE ROW, AND 5.5 FEET WEST OF A WITNESS POST.
 LG0970'IT PROJECTS 8 INCHES AND IS STAMPED MUDDY 1947.
 LG0970'
 LG0970'REFERENCE MARK NO. 1 IS 66 FEET SOUTHWEST OF THE CENTER OF A LARGE
 LG0970'CURVE IN STATE HIGHWAY NO. 50.  IT IS ABOUT 2 FEET LOWER THAN THE
 LG0970'STATION, PROJECTS 6 INCHES AND IS STAMPED MUDDY NO 1 1947.
 LG0970'
 LG0970'REFERENCE MARK NO. 2 IS 77 FEET SOUTHWEST OF THE CENTER OF A LARGE
 LG0970'CURVE IN STATE HIGHWAY NO. 50 AND 10 FEET NORTH OF THE NORTH EDGE OF A
 LG0970'HEDGE ROW.  IT PROJECTS 5 INCHES AND IS STAMPED MUDDY NO 2 1947.
 LG0970'
 LG0970'AZIMUTH MARK IS 27.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO.  50
 LG0970'AND 1.5 FEET WEST OF A TELEPHONE POLE.  IT PROJECTS 7 INCHES AND IS
 LG0970'STAMPED MUDDY 1947.
 LG0970'
 LG0970'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 50 AND THE
 LG0970'MAIN STREET IN COOK, GO NORTH ON STATE HIGHWAY NO. 50 FOR 1.8 MILES,
 LG0970'TURN LEFT, WEST, AND CONTINUE ON STATE HIGHWAY NO.  50 FOR 1.0 MILE TO
 LG0970'WHERE NO. 50 TURNS NORTH AND THE STATION AS DESCRIBED.
 LG0970'
 LG0970'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 LG0970'NO. 50 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG0970'
 LG0970'AN 87 FOOT SIGNAL AT WOERLEN 1934 IS VISIBLE AT 15 FEET.
 LG0970'
 LG0970'A 97 FOOT SIGNAL AT MANS IS VISIBLE AT 15 FEET.
 LG0970'
 LG0970'A 74 FOOT SIGNAL AT STERLING IS VISIBLE AT 50 FEET.
 LG0970'
 LG0970'A 10 FOOT SIGNAL AT PLEASANT HILL IS VISIBLE AT 15 FEET.
 LG0970'
 LG0970'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0970
 LG0970                          STATION RECOVERY (1961)
 LG0970
 LG0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0970'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG0970'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH
 LG0970'MARK MISSED THE 1947 DATA BY ABOUT 20 SECONDS.  THE PLUMBING WAS
 LG0970'CHECKED AFTER THE FIRST POSITION AND THE OBSERVATIONS CONTINUED.  A
 LG0970'SLIGHT DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK 1 WAS FOUND.
 LG0970'THIS WAS DOUBLE CHECKED IN THE FIELD.  DUE TO HIGHWAY CHANGES, THE
 LG0970'COMPLETE DESCRIPTION FOLLOWS.
 LG0970'
 LG0970'LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF COOK, 1 MILE NORTH OF THE
 LG0970'JOHNSON-OTOE COUNTY LINE AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 50.
 LG0970'
 LG0970'REACHED FROM THE POST OFFICE IN COOK, GO WEST ON STATE SPUR 450 FOR
 LG0970'0.9 MILE TO A T-INTERSECTION, TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 LG0970'50 FOR 2.0 MILES TO A CROSSROAD AND THE STATION IN THE NORTHEAST
 LG0970'ANGLE.
 LG0970'
 LG0970'STATION MARK IS STANDARD DISK STAMPED MUDDY 1947, SET IN THE TOP OF AN
 LG0970'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS
 LG0970'66 FEET NORTHEAST OF THE CENTER OF CROSSROAD, 73 FEET EAST OF THE
 LG0970'CENTER OF STATE HIGHWAY 50, 65 FEET NORTH OF THE CENTER OF THE
 LG0970'EAST-WEST GRAVEL ROAD AND 1 FOOT EAST OF A METAL WITNESS POST WITH
 LG0970'SIGN.
 LG0970'
 LG0970'REFERENCE MARK 1, A STANDARD DISK STAMPED MUDDY NO 1 1947, SET IN THE
 LG0970'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 LG0970'IS 83 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 50 AND 43 FEET EAST
 LG0970'OF A RIGHT-OF-WAY POST.
 LG0970'
 LG0970'REFERENCE MARK 2, A STANDARD DISK STAMPED MUDDY NO 2 1947, SET IN THE
 LG0970'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 LG0970'IS 51 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD.
 LG0970'
 LG0970'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD FOR
 LG0970'0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 LG0970'MUDDY 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 LG0970'PROJECTS 4 INCHES.  IT IS 27 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG0970'GRAVEL ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.
 LG0970'
 LG0970'PICTURE POINT, OBJECT OBSERVED ON WAS THE CENTER OF CROSSROADS.
 LG0970
 LG0970                          STATION RECOVERY (1962)
 LG0970
 LG0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0970'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0970'GOOD CONDITION.  STATE HIGHWAY 50 HAS BEEN CHANGED AND RUNS NORTH AND
 LG0970'SOUTH PASS THE STATION, SO THE STATION IS 72 FEET EAST OF THE CENTER
 LG0970'OF STATE HIGHWAY 50 WHICH IS A PAVED ROAD, NOW.  THE OLD CURVE FOR THE
 LG0970'HIGHWAY HAS BEEN ELIMINATED OR ABANDONED.  THE HEDGE ROW HAS GROWN AND
 LG0970'IT WOULD REQUIRE CONSIDERABLE CLEARING TO SEE THE AZIMUTH MARK FROM
 LG0970'THE STATION.  A NEW TO REACH FOLLOWS.
 LG0970'
 LG0970'TO REACH THE STATION FROM THE SMALL TOWN OF COOK, GO WEST ON STATE
 LG0970'SPUR 450 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 50.  TURN RIGHT
 LG0970'AND GO NORTH FOR 2.0 MILES ON STATE HIGHWAY 50 TO CROSSROADS AND THE
 LG0970'STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 LG0970
 LG0970                          STATION RECOVERY (1974)
 LG0970
 LG0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG0970'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG0970'RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LG0970'FOR RECOVERY WITH THE EXCEPTION THAT STATE SPUR 450 IS NOW STATE SPUR
 LG0970'49A AND THE HEDGE ROW HAD BEEN CLEARED AND THE AZIMUTH MARK IS NOW
 LG0970'VISIBLE FROM THE TIPOD LEVEL AT THE STATION.  THE ANGLE WAS OBSERVED
 LG0970'THIS DATE BETWEEN THE AZIMUTH MARK AND THE COOK RELAY TOWER 1961 FOR
 LG0970'VERIFICATION OF THE POSITION OF THE RELAY TOWER AND THE ANGLE COMPARED
 LG0970'FAVORABLY WITH THE 1961 DATA.
 LG0970'
 LG0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 LG0970'COOK.
 LG0970
 LG0970                          STATION RECOVERY (2014)
 LG0970
 LG0970'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (KAK)
 LG0970'MARK AND RM 1 FOUND AS RECORDED, RM 2 CAP GONE CONCRETE STILL THERE.
 LG0970
 LG0970                          STATION RECOVERY (2020)
 LG0970
 LG0970'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0472 ***********************************************************************
 NO0472  DESIGNATION -  MULLEN
 NO0472  PID         -  NO0472
 NO0472  STATE/COUNTY-  NE/HOOKER
 NO0472  COUNTRY     -  US
 NO0472  USGS QUAD   -  MULLEN (2017)
 NO0472
 NO0472                         *CURRENT SURVEY CONTROL
 NO0472  ______________________________________________________________________
 NO0472* NAD 83(1995) POSITION- 42 00 15.32009(N) 101 06 23.67019(W)   ADJUSTED
 NO0472* NAVD 88 ORTHO HEIGHT -  1093.68  (+/-2cm)     3588.2   (feet) VERTCON
 NO0472  ______________________________________________________________________
 NO0472  GEOID HEIGHT    -        -20.467 (meters)                     GEOID18
 NO0472  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 NO0472  HORZ ORDER      -  FIRST
 NO0472  VERT ORDER      -  THIRD ? (See Below)
 NO0472
 NO0472.The horizontal coordinates were established by classical geodetic methods
 NO0472.and adjusted by the National Geodetic Survey in August 1997.
 NO0472
 NO0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0472
 NO0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0472.GEOID18 height accuracy estimate available here.
 NO0472
 NO0472.The vertical order pertains to the NGVD 29 superseded value.
 NO0472
 NO0472.Click photographs - Photos may exist for this station.
 NO0472
 NO0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0472
 NO0472. The following values were computed from the NAD 83(1995) position.
 NO0472
 NO0472;                    North         East     Units Scale Factor Converg.
 NO0472;SPC NE       -   241,617.009   408,355.860   MT  0.99969637   -0 43 60.0
 NO0472;SPC NE       -   792,705.14  1,339,747.52   sFT  0.99969637   -0 43 60.0
 NO0472;UTM  14      - 4,652,395.340   325,545.914   MT  0.99997450   -1 24 36.2
 NO0472
 NO0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0472!SPC NE       -   0.99983170  x   0.99969637  =   0.99952812
 NO0472!UTM  14      -   0.99983170  x   0.99997450  =   0.99980621
 NO0472
 NO0472:                Primary Azimuth Mark                     Grid Az
 NO0472:SPC NE       -  MULLEN AZ MK                             290 46 51.4
 NO0472:UTM  14      -  MULLEN AZ MK                             291 27 27.6
 NO0472
 NO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2554552395(NAD 83)
 NO0472
 NO0472|---------------------------------------------------------------------|
 NO0472| PID    Reference Object                     Distance      Geod. Az  |
 NO0472|                                                           dddmmss.s |
 NO0472| NO0471 LELACHEUR                                          00057     |
 NO0472| CU8911 MULLEN MUNICIPAL TANK                              04817     |
 NO0472| CQ3573 MULLEN RM 1                          31.846 METERS 09251     |
 NO0472| CQ3572 MULLEN AZ MK                                       2900251.4 |
 NO0472| CQ3574 MULLEN RM 2                          43.468 METERS 32619     |
 NO0472|---------------------------------------------------------------------|
 NO0472
 NO0472                          SUPERSEDED SURVEY CONTROL
 NO0472
 NO0472  NAD 83(1986)-  42 00 15.32008(N)    101 06 23.67578(W) AD(       ) 1
 NO0472  NAD 27      -  42 00 15.33100(N)    101 06 22.09200(W) AD(       ) 1
 NO0472  NGVD 29            1093.34   (m)         3587.1    (f) LEVELING    3  
 NO0472
 NO0472.Superseded values are not recommended for survey control.
 NO0472
 NO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0472.See file dsdata.pdf to determine how the superseded data were derived.
 NO0472
 NO0472_MARKER: DS = TRIANGULATION STATION DISK
 NO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0472
 NO0472  HISTORY     - Date     Condition        Report By
 NO0472  HISTORY     - 1933     MONUMENTED       CGS
 NO0472  HISTORY     - 1946     GOOD             CGS
 NO0472  HISTORY     - 1979     GOOD             NGS
 NO0472
 NO0472                          STATION DESCRIPTION
 NO0472
 NO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 NO0472'ABOUT 5 MILES SOUTHWEST OF MULLEN ON A HIGH PROMINENT SAND HILL
 NO0472'IN SEC. 35, T. 24 N., R. 33 W. LAND OWNERSHIP NOT ASCERTAINED.
 NO0472'
 NO0472'REACHED FROM MULLEN BY FOLLOWING STATE HIGHWAY 2 WEST FROM
 NO0472'JUNCTION WITH G.P. HIGHWAY 1.15 MILES TO A ROAD LEADING SOUTHWEST
 NO0472'THROUGH AUTO-GATE OPPOSITE A RAILROAD BLOCK SIGNAL.  FOLLOW THIS
 NO0472'TRAIL SOUTHWEST 1.1 MILES TO FORKS, KEEP RIGHT HAND FORK 2.35
 NO0472'MILES TO WHERE A DIM TRAIL TURNS SHARPLY TO EAST.  LEAVE ROAD
 NO0472'HERE AND DRIVE SOUTH ACROSS PASTURE 200 YARDS TO BASE OF LONG
 NO0472'RIDGE SLOPING DOWN TO NORTHWEST, THENCE BEAR LEFT UP BENCH
 NO0472'ALONG BASE OF THIS RIDGE, KEEPING TO RIGHT OF DEEP RAVINE,
 NO0472'THENCE STRAIGHT AHEAD, SOUTHEAST, THROUGH VALLEY TO POINT
 NO0472'0.6 MILE FROM ROAD, THENCE TURN EAST UP RIDGE 200 YARDS TO
 NO0472'STATION.
 NO0472'
 NO0472'REFERENCE MARK NO. 1 IS EAST OF STATION.
 NO0472'
 NO0472'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION AND AZIMUTH
 NO0472'MARK IS NORTHWEST OF STATION ON NORTH SLOPE OF FIRST PROMINENT
 NO0472'HILL TO WEST OF STATION.
 NO0472'
 NO0472'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME HILL
 NO0472'AS STATION.
 NO0472'
 NO0472'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.22 METERS.
 NO0472
 NO0472                          STATION RECOVERY (1946)
 NO0472
 NO0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0472'STATION RECOVERED AND FOUND AS DESCRIBED.  THERE ARE SLIGHT
 NO0472'DIFFERENCES IN THE 1946 DISTANCES AND DIRECTIONS OBSERVED TO
 NO0472'BOTH REFERENCE MARKS AND THE AZIMUTH MARK AS COMPARED WITH THE
 NO0472'1933 OBSERVATIONS.  ALL MARKS ARE IN GOOD CONDITION AND DO NOT
 NO0472'APPEAR TO HAVE MOVED HOWEVER THEY COULD HAVE MOVED SLIGHTLY
 NO0472'DUE TO THE LOOSE SANDY SOIL.  THE 1946 OBSERVATIONS WERE
 NO0472'CAREFULLY MADE AND ASSUMED TO BE CORRECT.  DESCRIPTION
 NO0472'FOLLOWS--
 NO0472'
 NO0472'LOCATED ABOUT 5 MILES SOUTHWEST OF MULLEN AND 9 FEET NORTHWEST
 NO0472'OF A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT SAND
 NO0472'HILL.  IT IS STAMPED MULLEN 1933 AND PROJECTS 12 INCHES.
 NO0472'
 NO0472'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NO0472'IT IS STAMPED MULLEN NO 1 1933 AND PROJECTS 14 INCHES.
 NO0472'
 NO0472'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0472'IT IS STAMPED MULLEN NO 2 1933 AND PROJECTS 14 INCHES.
 NO0472'
 NO0472'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED MULLEN AZIMUTH
 NO0472'1933.  IT IS LOCATED ON THE NORTH SLOPE OF THE FIRST PROMINENT
 NO0472'HILL TO THE WEST OF THE STATION.  IT PROJECTS 10 INCHES.
 NO0472'
 NO0472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83
 NO0472'AND STATE HIGHWAY NO. 2 IN MULLEN, GO WEST ON STATE HIGHWAY NO.
 NO0472'2 FOR 1.15 MILES.  THEN LEFT (SOUTHWEST) ON A TRACK ROAD THROUGH
 NO0472'A CATTLE GUARD FOR 1.75 MILES.  THEN LEFT FORK, WEST AND SOUTH,
 NO0472'FOR 2.05 MILES TO WHERE THE ROAD TURNS RIGHT AT A FENCE CORNER.
 NO0472'TURN RIGHT, WEST, FOR 0.1 MILE.  THEN LEAVE THE ROAD, TURN LEFT,
 NO0472'(SOUTH) ACROSS COUNTRY TO THE HIGHEST POINT AND THE STATION.
 NO0472'
 NO0472'DISTANCES AND DIRECTIONS TAKEN IN 1946--
 NO0472
 NO0472                          STATION RECOVERY (1979)
 NO0472
 NO0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NO0472'UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NO0472'WERE RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK HAD BEEN
 NO0472'DESTROYED.  A NEW SURFACE MARK WAS ESTABLISHED DIRECTLY OVER THE
 NO0472'UNDERGROUND MARK.  THE DIRECTION FROM THE AZIMUTH MARK TO REFERENCE
 NO0472'MARK 1 DIFFERED FROM THE 1946 DATA BY 41 SECONDS LARGER AND FROM THE
 NO0472'1933 DATA BY 1 MINUTE, 05 SECONDS LARGER AND TO REFERENCE MARK 2
 NO0472'DIFFERED FROM THE 1946 DATA BY 3 MINUTES, 03 SECONDS LARGER AND FROM
 NO0472'1933 DATA BY 01 SECOND LARGER.  THE DIRECTION TO THE MULLEN MUN TANK
 NO0472'DIFFERED FROM THE 1946 DATA BY 12.2 SECONDS LARGER AND FROM THE 1933
 NO0472'DATA BY 1.7 SECONDS SMALLER.  THE DISTANCE TO REFERENCE MARK 1 WAS
 NO0472'0.19 FOOT SHORTER THAN 1946 DATA AND 0.02 FOOT SHORTER THAN 1933
 NO0472'DATA.  DISTANCE TO REFERENCE MARK 2 DIFFERED FROM 1946 DATA BY 0.02
 NO0472'FOOT LONGER AND FROM 1933 DATA BY 1.49 FEET SHORTER.  THE OLD ROUTING
 NO0472'IS NO LONGER ADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 NO0472'
 NO0472'STATION IS ABOUT 4 MILES SOUTHWEST OF MULLEN, 3 MILES SOUTH OF STATE
 NO0472'HIGHWAY 2, 3 MILES WEST OF STATE HIGHWAY 97, ON A HIGH PROMINENT HILL,
 NO0472'LOCALLY KNOWN AS SANFORD HILL, IN SEC 35, T24N, R33W AND ON PROPERTY
 NO0472'OWNED BY FRED MAIRE OF GLADITH STAR ROUTE, MULLEN, NEBRASKA,
 NO0472'TELEPHONE 546-2694.  TO DRIVE TO THE STATION, PROPERTY OF STEVE MARTIN
 NO0472'OF STAR ROUTE, MULLEN, NEBRASKA, TELEPHONE 546-2427, MUST BE CROSSED.
 NO0472'
 NO0472'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 97, IN
 NO0472'MULLEN, GO SOUTH ON HIGHWAY 97 FOR 3.1 MILES TO A PAVED SIDE ROAD
 NO0472'RIGHT.  TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 3.25 MILES TO A
 NO0472'GATE AND WINDMILL ON THE RIGHT.  STATION MAY BE WALKED TO FROM THIS
 NO0472'POINT BY PACKING NORTH FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND THE
 NO0472'STATION.  TO DRIVE TO THE STATION, CONTINUE WEST FOR 0.25 MILE TO A
 NO0472'BLADED ROAD RIGHT, AT THE SOUTH EDGE OF A SHARP CURVE IN THE
 NO0472'ROAD.  TURN RIGHT AND CONTINUE WEST ON THE BLADED ROAD FOR 2.45 MILES
 NO0472'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ON THE TRACK ROAD,
 NO0472'THROUGH PASTURE, FOR 0.95 MILE TO A GATE ON THE RIGHT IN A NORTH-SOUTH
 NO0472'FENCE AND A CULTIVATED FIELD.  TURN RIGHT AND GO EAST FOR 0.1 MILE,
 NO0472'THEN BEAR RIGHT AND GO SOUTH AND EAST, AROUND THE CULTIVATED FIELD,
 NO0472'FOR 0.3 MILE TO A GATE IN AN EAST-WEST FENCE.  TURN RIGHT, THEN LEFT,
 NO0472'PASSING THROUGH THE GATE, AND CONTINUE EASTERLY ON A TRACK ROAD,
 NO0472'THROUGH PASTURE, FOR 0.2 MILE TO A WINDMILL.  CONTINUE EASTERLY,
 NO0472'FOLLOWING TO TRACK ROAD ALONG THE SOUTH SIDE OF THE FENCE, FOR 0.9
 NO0472'MILE TO A GATE AT A FENCE JUNCTION, PASS THROUGH THE GATE AND CONTINUE
 NO0472'EAST ALONG THE FENCE FOR 0.4 MILE TO ANOTHER WINDMILL.  CONTINUE EAST
 NO0472'ALONG THE TRACK ROAD AND FENCE FOR 0.3 MILE TO A GATE ON THE
 NO0472'LEFT.  TURN LEFT, THEN RIGHT, PASSING THROUGH THE GATE AND CONTINUE
 NO0472'EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.45 MILE TO THE JUNCTION
 NO0472'OF A FENCE LEADING SOUTH.  AT THIS POINT BEAR RIGHT AND GO SOUTHEAST,
 NO0472'ACROSS ROUGH, VERY SANDY GROUND, WORKING THE WAY UPHILL TO THE HIGHEST
 NO0472'POINT AND THE STATION IN A SLIGHT DEPRESSION.
 NO0472'
 NO0472'NOTE--IF THE STATION IS PACKED TO FROM THE POINT MENTIONED IN THE
 NO0472'ROUTING, THE PROPERTY OF THE HARDING RANCH MUST BE CROSSED.  THE RANCH
 NO0472'HEADQUARTERS IS 1 MILE EAST OF THIS POINT ALONG THE PAVED ROAD.
 NO0472'
 NO0472'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK WESTERLY, DOWN THE
 NO0472'STEEP HILL, THEN UP THE OTHER SIDE TO THE MARK ON THE NEAR, NORTHERN
 NO0472'SLOPE OF THE HILL.  THE MARK IS DIFFICULT TO FIND.
 NO0472'
 NO0472'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MULLEN 1933
 NO0472'1979---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4
 NO0472'INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK,
 NO0472'STAMPED---MULLEN 1933---SET IN AN IRREGULAR MASS OF CONCRETE 36
 NO0472'INCHES BELOW THE GROUND SURFACE.
 NO0472'
 NO0472'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MULLEN NO. 1 1933---
 NO0472'SET IN CEMENT IN AN IRON PIPE THAT PROJECTS 12 INCHES ABOVE THE GROUND
 NO0472'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0472'
 NO0472'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MULLEN NO. 2 1933---
 NO0472'SET IN CEMENT IN AN IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE
 NO0472'GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0472'
 NO0472'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---MULLEN
 NO0472'1933---SET IN CEMENT IN AN IRON PIPE THAT PROJECTS 10 INCHES ABOVE
 NO0472'THE GROUND.
 NO0472'
 NO0472'THERE ARE NO NATURAL OBJECTS TO REFERENCE THE MARKS TO.  WITNESS
 NO0472'POSTS WERE NOT SET BECAUSE OF POSSIBLE INJURY TO CATTLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0148 ***********************************************************************
 NP0148  DESIGNATION -  MUNDT
 NP0148  PID         -  NP0148
 NP0148  STATE/COUNTY-  NE/BOX BUTTE
 NP0148  COUNTRY     -  US
 NP0148  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0148
 NP0148                         *CURRENT SURVEY CONTROL
 NP0148  ______________________________________________________________________
 NP0148* NAD 83(1995) POSITION- 42 11 26.84444(N) 102 58 14.05145(W)   ADJUSTED
 NP0148* NAVD 88 ORTHO HEIGHT -  1258.813 (meters)     4129.96  (feet) ADJUSTED
 NP0148  ______________________________________________________________________
 NP0148  GEOID HEIGHT    -        -18.495 (meters)                     GEOID18
 NP0148  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 NP0148  DYNAMIC HEIGHT  -       1258.078 (meters)     4127.54  (feet) COMP
 NP0148  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 NP0148
 NP0148  HORZ ORDER      -  SECOND
 NP0148  VERT ORDER      -  FIRST     CLASS II
 NP0148
 NP0148.The horizontal coordinates were established by classical geodetic methods
 NP0148.and adjusted by the National Geodetic Survey in August 1997.
 NP0148
 NP0148.The orthometric height was determined by differential leveling and
 NP0148.adjusted by the NATIONAL GEODETIC SURVEY
 NP0148.in June 1991.
 NP0148
 NP0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0148.GEOID18 height accuracy estimate available here.
 NP0148
 NP0148.Click photographs - Photos may exist for this station.
 NP0148
 NP0148.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0148
 NP0148.The dynamic height is computed by dividing the NAVD 88
 NP0148.geopotential number by the normal gravity value computed on the
 NP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0148.degrees latitude (g = 980.6199 gals.).
 NP0148
 NP0148.The modeled gravity was interpolated from observed gravity values.
 NP0148
 NP0148. The following values were computed from the NAD 83(1995) position.
 NP0148
 NP0148;                    North         East     Units Scale Factor Converg.
 NP0148;SPC NE       -   265,957.752   254,737.087   MT  0.99973001   -1 58 06.9
 NP0148;SPC NE       -   872,563.06    835,749.93   sFT  0.99973001   -1 58 06.9
 NP0148;UTM  13      - 4,672,953.365   667,573.079   MT  0.99994552   +1 21 47.8
 NP0148
 NP0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0148!SPC NE       -   0.99980551  x   0.99973001  =   0.99953557
 NP0148!UTM  13      -   0.99980551  x   0.99994552  =   0.99975104
 NP0148
 NP0148:                Primary Azimuth Mark                     Grid Az
 NP0148:SPC NE       -  MUNDT AZ MK                              091 37 47.9
 NP0148:UTM  13      -  MUNDT AZ MK                              088 17 53.2
 NP0148
 NP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6757372953(NAD 83)
 NP0148
 NP0148|---------------------------------------------------------------------|
 NP0148| PID    Reference Object                     Distance      Geod. Az  |
 NP0148|                                                           dddmmss.s |
 NP0148| NP0150 MUNDT RM 1                           12.741 METERS 04312     |
 NP0148| NP0147 MUNDT AZ MK                                        0893941.0 |
 NP0148| NP0650 ALLIANCE MUNICIPAL TANK             APPROX.12.1 KM 1402517.9 |
 NP0148| NP0149 MUNDT RM 2                            9.412 METERS 26920     |
 NP0148| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX. 2.6 KM 3473458.2 |
 NP0148|---------------------------------------------------------------------|
 NP0148
 NP0148                          SUPERSEDED SURVEY CONTROL
 NP0148
 NP0148  NAD 83(1993)-  42 11 26.84416(N)    102 58 14.05137(W) AD(       ) 2
 NP0148  NAD 83(1986)-  42 11 26.84188(N)    102 58 14.04920(W) AD(       ) 2
 NP0148  NAD 27      -  42 11 26.97500(N)    102 58 12.32500(W) AD(       ) 2
 NP0148  NGVD 29 (??/??/92) 1258.212  (m)         4127.98   (f) ADJ UNCH    1 2
 NP0148  NGVD 29            1258.21   (m)         4128.0    (f) LEVELING    3  
 NP0148
 NP0148.Superseded values are not recommended for survey control.
 NP0148
 NP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0148.See file dsdata.pdf to determine how the superseded data were derived.
 NP0148
 NP0148_MARKER: DS = TRIANGULATION STATION DISK
 NP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0148_STAMPING: MUNDT 1946
 NP0148_MARK LOGO: CGS
 NP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0148+STABILITY: SURFACE MOTION
 NP0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0148+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 NP0148
 NP0148  HISTORY     - Date     Condition        Report By
 NP0148  HISTORY     - 1946     MONUMENTED       CGS
 NP0148  HISTORY     - 1956     GOOD             CGS
 NP0148  HISTORY     - 1956     GOOD             CGS
 NP0148  HISTORY     - 1985     GOOD             NGS
 NP0148  HISTORY     - 20060715 GOOD             JCLS
 NP0148
 NP0148                          STATION DESCRIPTION
 NP0148
 NP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0148'IT IS ABOUT 8 MILES, AIRLINE, NORTHWEST OF ALLIANCE, 1.5 MILE
 NP0148'SOUTH-SOUTHEAST OF BEREA, IN THE 1/4 OF SEC. 30, T 26 N, R 48
 NP0148'W, AND AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 37
 NP0148'FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 17 FEET WEST
 NP0148'OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 2 INCHES AND
 NP0148'IS STAMPED MUNDT 1946.
 NP0148'
 NP0148'REFERENCE MARK NO. 1 IS 68 FEET SOUTH OF THE CENTER OF A
 NP0148'GRAVELED ROAD, 13 FEET EAST OF THE CENTER OF A TRACK ROAD
 NP0148'AND 6 INCHES WEST OF A FENCE LINE.  IT PROJECTS 3 INCHES
 NP0148'AND IS STAMPED MUNDT NO 1 1946.
 NP0148'
 NP0148'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF A
 NP0148'GRAVELED ROAD AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.  IT
 NP0148'PROJECTS 4 INCHES AND IS STAMPED MUNDT NO 2 1946.
 NP0148'
 NP0148'AZIMUTH MARK IS ON THE HIGHWAY RIGHT-OF-WAY BETWEEN THE
 NP0148'RAILROAD AND STATE HIGHWAY NO. 2, 92 FEET NORTHEAST OF THE
 NP0148'CENTER OF INTERSECTION OF CROSSROAD, 41 FEET EAST OF THE
 NP0148'CENTERLINE OF STATE HIGHWAY NO. 2, AND 9 FEET SOUTHEAST OF
 NP0148'A TELEPHONE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED MUNDT
 NP0148'1946.
 NP0148'
 NP0148'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2,
 NP0148'WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE,
 NP0148'GO NORTHWEST ON STATE HIGHWAY NO. 2 FOR 7.5 MILES TO A CROSSROAD,
 NP0148'TURN LEFT, WEST, AND GO 0.55 MILE TO A FARM ROAD RIGHT AND
 NP0148'THE STATION AS DESCRIBED.
 NP0148'
 NP0148'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 NP0148'ROAD FOR 0.55 MILE TO STATE HIGHWAY NO. 2 AND THE AZIMUTH
 NP0148'MARK AS DESCRIBED.
 NP0148
 NP0148                          STATION RECOVERY (1956)
 NP0148
 NP0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0148'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0148'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0148'ALONG A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER LINE OF
 NP0148'AN EAST AND WEST ROAD, 31.5 FEET WEST OF A FENCE CORNER,
 NP0148'18 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH,
 NP0148'2 FEET SOUTH OF A WITNESS POST, IN THE SOUTHWEST 1/4 OF SECTION
 NP0148'30, TOWNSHIP 26 NORTH, RANGE 48 WEST, IN THE SOUTHEAST CORNER
 NP0148'OF A CULTIVATED FIELD, A TRIANGULATION STATION DISK SET IN
 NP0148'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 NP0148'STAMPED MUNDT 1946.
 NP0148'
 NP0148'MUNDT R.M. 1 IS 41.8 FEET NORTHEAST OF TRIANGULATION STATION
 NP0148'MUNDT 1946, 69 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 NP0148'WEST ROAD, 14 FEET EAST OF THE CENTER LINE OF A PRIVATE
 NP0148'ROAD LEADING NORTH, 0.6 FOOT WEST OF A FENCE, A REFERENCE
 NP0148'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 NP0148'THE GROUND, STAMPED MUNDT NO 1 1946.
 NP0148'
 NP0148'MUNDT R.M. 2 IS 30.8 FEET WEST OF TRIANGULATION STATION
 NP0148'MUNDT 1946, 35 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 NP0148'WEST ROAD, 49 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 NP0148'LEADING NORTH, A REFERENCE MARK DISK SET IN THE TOP OF A
 NP0148'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED MUNDT
 NP0148'NO 2 1946.
 NP0148'
 NP0148'MUNDT 1946 AZIMUTH IS 0.55 MILE EAST OF TRIANGULATION STATION
 NP0148'MUNDT 1946.
 NP0148'
 NP0148'47.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO,
 NP0148'BURLINGTON AND QUINCY RAILROAD, 10-1/2 POLES SOUTHEAST OF
 NP0148'MILEPOST 374, 91 FEET NORTH OF THE INTERSECTION OF THE CENTER
 NP0148'LINES OF STATE HIGHWAY 2 AND AN EAST AND WEST ROAD, 40 FEET
 NP0148'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTHEAST
 NP0148'OF A WITNESS POST, IN THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP
 NP0148'26 NORTH, RANGE 48 WEST, AN AZIMUTH MARK DISK SET IN THE
 NP0148'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 NP0148'GROUND, STAMPED MUNDT 1946.
 NP0148
 NP0148                          STATION RECOVERY (1956)
 NP0148
 NP0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0148'8.9 MI NW FROM ALLIANCE.
 NP0148'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0148'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0148'ALONG A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER LINE OF AN
 NP0148'EAST AND WEST ROAD, 31.5 FEET WEST OF A FENCE CORNER, 18 FEET
 NP0148'WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 2 FEET
 NP0148'SOUTH OF A WITNESS POST, IN THE SOUTHEAST CORNER OF A CULTIVATED
 NP0148'FIELD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0148'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 26 NORTH,
 NP0148'RANGE 48 WEST.
 NP0148
 NP0148                          STATION RECOVERY (1985)
 NP0148
 NP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0148'RECOVERED IN GOOD CONDITION.
 NP0148
 NP0148                          STATION RECOVERY (2006)
 NP0148
 NP0148'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 NP0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0147 ***********************************************************************
 NP0147  DESIGNATION -  MUNDT AZ MK
 NP0147  PID         -  NP0147
 NP0147  STATE/COUNTY-  NE/BOX BUTTE
 NP0147  COUNTRY     -  US
 NP0147  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0147
 NP0147                         *CURRENT SURVEY CONTROL
 NP0147  ______________________________________________________________________
 NP0147* NAD 83(1986) POSITION- 42 11 27.     (N) 102 57 34.     (W)   SCALED
 NP0147* NAVD 88 ORTHO HEIGHT -  1252.484 (meters)     4109.19  (feet) ADJUSTED
 NP0147  ______________________________________________________________________
 NP0147  GEOID HEIGHT    -        -18.499 (meters)                     GEOID18
 NP0147  DYNAMIC HEIGHT  -       1251.754 (meters)     4106.80  (feet) COMP
 NP0147  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 NP0147
 NP0147  VERT ORDER      -  FIRST     CLASS II
 NP0147
 NP0147.The horizontal coordinates were scaled from a map and have
 NP0147.an estimated accuracy of +/- 6 seconds.
 NP0147
 NP0147.The orthometric height was determined by differential leveling and
 NP0147.adjusted by the NATIONAL GEODETIC SURVEY
 NP0147.in June 1991.
 NP0147
 NP0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0147.GEOID18 height accuracy estimate available here.
 NP0147
 NP0147.Click photographs - Photos may exist for this station.
 NP0147
 NP0147.The dynamic height is computed by dividing the NAVD 88
 NP0147.geopotential number by the normal gravity value computed on the
 NP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0147.degrees latitude (g = 980.6199 gals.).
 NP0147
 NP0147.The modeled gravity was interpolated from observed gravity values.
 NP0147
 NP0147;                    North         East    Units  Estimated Accuracy
 NP0147;SPC NE       -   265,930.      255,660.      MT  (+/- 180 meters Scaled)
 NP0147
 NP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG684729(NAD 83)
 NP0147
 NP0147                          SUPERSEDED SURVEY CONTROL
 NP0147
 NP0147  NGVD 29 (??/??/92) 1251.884  (m)         4107.22   (f) ADJ UNCH    1 2
 NP0147
 NP0147.Superseded values are not recommended for survey control.
 NP0147
 NP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0147.See file dsdata.pdf to determine how the superseded data were derived.
 NP0147
 NP0147_MARKER: DZ = AZIMUTH MARK DISK
 NP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0147_STAMPING: MUNDT 1946
 NP0147_MARK LOGO: CGS
 NP0147_PROJECTION: PROJECTING 4 CENTIMETERS
 NP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0147+STABILITY: SURFACE MOTION
 NP0147
 NP0147  HISTORY     - Date     Condition        Report By
 NP0147  HISTORY     - 1946     MONUMENTED       CGS
 NP0147  HISTORY     - 1956     GOOD             CGS
 NP0147  HISTORY     - 1985     GOOD             NGS
 NP0147
 NP0147                          STATION DESCRIPTION
 NP0147
 NP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0147'8.4 MI NW FROM ALLIANCE.
 NP0147'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0147'RAILROAD FROM THE STATION AT ALLIANCE, 10 1/2 POLES SOUTHEAST
 NP0147'OF MILEPOST 374, 91 FEET NORTH OF THE INTERSECTION OF THE CENTER
 NP0147'LINES OF STATE HIGHWAY 2 AND AND EAST AND WEST ROAD, 40 FEET
 NP0147'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47.3 FEET SOUTHWEST
 NP0147'OF THE SOUTHWEST RAIL, 1.5 FEET SOUTHEAST OF A WITNESS POST,
 NP0147'0.55 MILE EAST OF TRIANGULATION STATION MUNDT 1946, SET IN THE
 NP0147'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 NP0147'IN THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 26 NORTH, RANGE
 NP0147'48 WEST.
 NP0147
 NP0147                          STATION RECOVERY (1985)
 NP0147
 NP0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0147'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 13.44 KM
 NP0147'(8.35 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 NP0147'STATION AT ALLIANCE, AT A DIRT ROAD CROSSING, 10 1/2 POLES SOUTHEAST
 NP0147'OF MILEPOLE 374, 18.29 METERS (60 FT) NORTHEAST OF THE HIGHWAY
 NP0147'CENTERLINE, 32.93 METERS (108 FT) NORTHWEST OF THE CENTER OF THE DIRT
 NP0147'ROAD, 14.54 METERS (47.7 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND
 NP0147'1.10 METERS (3.6 FT) SOUTHEAST OF THE EAST CORNER OF A TELEPHONE
 NP0147'JUNCTION BOX.
 NP0147'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 NP0147'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0150 ***********************************************************************
 NP0150  DESIGNATION -  MUNDT RM 1
 NP0150  PID         -  NP0150
 NP0150  STATE/COUNTY-  NE/BOX BUTTE
 NP0150  COUNTRY     -  US
 NP0150  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0150
 NP0150                         *CURRENT SURVEY CONTROL
 NP0150  ______________________________________________________________________
 NP0150* NAD 83(1986) POSITION- 42 11 27.14   (N) 102 58 13.67   (W)   HD_HELD1
 NP0150* NAVD 88 ORTHO HEIGHT -  1258.962 (meters)     4130.44  (feet) ADJUSTED
 NP0150  ______________________________________________________________________
 NP0150  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 NP0150  DYNAMIC HEIGHT  -       1258.227 (meters)     4128.03  (feet) COMP
 NP0150  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 NP0150
 NP0150  VERT ORDER      -  FIRST     CLASS II
 NP0150
 NP0150.The horizontal coordinates were determined by differentially corrected
 NP0150.hand held GPS observations or other comparable positioning techniques
 NP0150.and have an estimated accuracy of +/- 3 meters.
 NP0150
 NP0150.The orthometric height was determined by differential leveling and
 NP0150.adjusted by the NATIONAL GEODETIC SURVEY
 NP0150.in June 1991.
 NP0150
 NP0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0150.GEOID18 height accuracy estimate available here.
 NP0150
 NP0150.Click photographs - Photos may exist for this station.
 NP0150
 NP0150.The dynamic height is computed by dividing the NAVD 88
 NP0150.geopotential number by the normal gravity value computed on the
 NP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0150.degrees latitude (g = 980.6199 gals.).
 NP0150
 NP0150.The modeled gravity was interpolated from observed gravity values.
 NP0150
 NP0150;                    North         East    Units  Estimated Accuracy
 NP0150;SPC NE       -   265,966.6     254,746.1     MT  (+/- 3 meters HH1 GPS) 
 NP0150
 NP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6758172962(NAD 83)
 NP0150
 NP0150                          SUPERSEDED SURVEY CONTROL
 NP0150
 NP0150  NGVD 29 (??/??/92) 1258.361  (m)         4128.47   (f) ADJ UNCH    1 2
 NP0150
 NP0150.Superseded values are not recommended for survey control.
 NP0150
 NP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0150.See file dsdata.pdf to determine how the superseded data were derived.
 NP0150
 NP0150_MARKER: DR = REFERENCE MARK DISK
 NP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0150_STAMPING: MUNDT NO 1 1946
 NP0150_MARK LOGO: CGS
 NP0150_PROJECTION: FLUSH
 NP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0150+STABILITY: SURFACE MOTION
 NP0150
 NP0150  HISTORY     - Date     Condition        Report By
 NP0150  HISTORY     - 1946     MONUMENTED       CGS
 NP0150  HISTORY     - 1956     GOOD             CGS
 NP0150  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0150
 NP0150                          STATION DESCRIPTION
 NP0150
 NP0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0150'8.9 MI NW FROM ALLIANCE.
 NP0150'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0150'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0150'ALONG A GRAVELED ROAD, 69 FEET NORTH OF THE CENTER LINE OF AN EAST
 NP0150'AND WEST ROAD, 41.8 FEET NORTHEAST OF TRIANGULATION STATION
 NP0150'MUNDT 1946, 14 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 NP0150'LEADING NORTH, 0.6 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 NP0150'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHWEST
 NP0150'1/4 OF SECTION 30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0150
 NP0150                          STATION RECOVERY (1985)
 NP0150
 NP0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0150'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0149 ***********************************************************************
 NP0149  DESIGNATION -  MUNDT RM 2
 NP0149  PID         -  NP0149
 NP0149  STATE/COUNTY-  NE/BOX BUTTE
 NP0149  COUNTRY     -  US
 NP0149  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0149
 NP0149                         *CURRENT SURVEY CONTROL
 NP0149  ______________________________________________________________________
 NP0149* NAD 83(1986) POSITION- 42 11 26.84   (N) 102 58 14.46   (W)   HD_HELD1
 NP0149* NAVD 88 ORTHO HEIGHT -  1258.596 (meters)     4129.24  (feet) ADJUSTED
 NP0149  ______________________________________________________________________
 NP0149  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 NP0149  DYNAMIC HEIGHT  -       1257.861 (meters)     4126.83  (feet) COMP
 NP0149  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 NP0149
 NP0149  VERT ORDER      -  FIRST     CLASS II
 NP0149
 NP0149.The horizontal coordinates were determined by differentially corrected
 NP0149.hand held GPS observations or other comparable positioning techniques
 NP0149.and have an estimated accuracy of +/- 3 meters.
 NP0149
 NP0149.The orthometric height was determined by differential leveling and
 NP0149.adjusted by the NATIONAL GEODETIC SURVEY
 NP0149.in June 1991.
 NP0149
 NP0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0149.GEOID18 height accuracy estimate available here.
 NP0149
 NP0149.Click photographs - Photos may exist for this station.
 NP0149
 NP0149.The dynamic height is computed by dividing the NAVD 88
 NP0149.geopotential number by the normal gravity value computed on the
 NP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0149.degrees latitude (g = 980.6199 gals.).
 NP0149
 NP0149.The modeled gravity was interpolated from observed gravity values.
 NP0149
 NP0149;                    North         East    Units  Estimated Accuracy
 NP0149;SPC NE       -   265,957.9     254,727.7     MT  (+/- 3 meters HH1 GPS) 
 NP0149
 NP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6756372953(NAD 83)
 NP0149
 NP0149                          SUPERSEDED SURVEY CONTROL
 NP0149
 NP0149  NGVD 29 (??/??/92) 1257.994  (m)         4127.27   (f) ADJ UNCH    1 2
 NP0149
 NP0149.Superseded values are not recommended for survey control.
 NP0149
 NP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0149.See file dsdata.pdf to determine how the superseded data were derived.
 NP0149
 NP0149_MARKER: DR = REFERENCE MARK DISK
 NP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0149_STAMPING: MUNDT NO 2 1946
 NP0149_MARK LOGO: CGS
 NP0149_PROJECTION: FLUSH
 NP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0149+STABILITY: SURFACE MOTION
 NP0149
 NP0149  HISTORY     - Date     Condition        Report By
 NP0149  HISTORY     - 1946     MONUMENTED       CGS
 NP0149  HISTORY     - 1956     GOOD             CGS
 NP0149  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0149
 NP0149                          STATION DESCRIPTION
 NP0149
 NP0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0149'8.9 MI NW FROM ALLIANCE.
 NP0149'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0149'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0149'ALONG A GRAVELED ROAD, 35 FEET NORTH OF THE CENTER LINE OF AN
 NP0149'EAST AND WEST ROAD, 49 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NP0149'ROAD LEADING NORTH, 30.8 FEET WEST OF TRIANGULATION STATION
 NP0149'MUNDT 1946, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NP0149'WITH THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP
 NP0149'26 NORTH, RANGE 48 WEST.
 NP0149
 NP0149                          STATION RECOVERY (1985)
 NP0149
 NP0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0149'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0374 ***********************************************************************
 MM0374  DESIGNATION -  MUNSON
 MM0374  PID         -  MM0374
 MM0374  STATE/COUNTY-  NE/LINCOLN
 MM0374  COUNTRY     -  US
 MM0374  USGS QUAD   -  BRADY NE (2017)
 MM0374
 MM0374                         *CURRENT SURVEY CONTROL
 MM0374  ______________________________________________________________________
 MM0374* NAD 83(1995) POSITION- 41 11 24.60569(N) 100 15 23.19417(W)   ADJUSTED
 MM0374* NAVD 88 ORTHO HEIGHT -   917.    (meters)     3009.    (feet) SCALED
 MM0374  ______________________________________________________________________
 MM0374  GEOID HEIGHT    -        -22.312 (meters)                     GEOID18
 MM0374  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 MM0374  HORZ ORDER      -  FIRST
 MM0374
 MM0374.The horizontal coordinates were established by classical geodetic methods
 MM0374.and adjusted by the National Geodetic Survey in August 1997.
 MM0374
 MM0374.The orthometric height was scaled from a topographic map.
 MM0374
 MM0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0374.GEOID18 height accuracy estimate available here.
 MM0374
 MM0374.Click photographs - Photos may exist for this station.
 MM0374
 MM0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0374
 MM0374. The following values were computed from the NAD 83(1995) position.
 MM0374
 MM0374;                    North         East     Units Scale Factor Converg.
 MM0374;SPC NE       -   150,675.426   478,493.319   MT  0.99967369   -0 10 11.8
 MM0374;SPC NE       -   494,340.96  1,569,856.83   sFT  0.99967369   -0 10 11.8
 MM0374;UTM  14      - 4,560,628.781   394,634.393   MT  0.99973663   -0 49 39.1
 MM0374
 MM0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0374!SPC NE       -   0.99985964  x   0.99967369  =   0.99953337
 MM0374!UTM  14      -   0.99985964  x   0.99973663  =   0.99959630
 MM0374
 MM0374:                Primary Azimuth Mark                     Grid Az
 MM0374:SPC NE       -  MUNSON RM 2 AZIMUTH                      158 17 59.4
 MM0374:UTM  14      -  MUNSON RM 2 AZIMUTH                      158 57 26.7
 MM0374
 MM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9463460628(NAD 83)
 MM0374
 MM0374|---------------------------------------------------------------------|
 MM0374| PID    Reference Object                     Distance      Geod. Az  |
 MM0374|                                                           dddmmss.s |
 MM0374| CO1907 MUNSON RM 1                         180.993 METERS 04736     |
 MM0374| MM0373 TALLINE CHURCH BELFRY               APPROX. 9.7 KM 0475856.0 |
 MM0374| CO1908 MUNSON RM 2 AZIMUTH                                1580747.6 |
 MM0374| CO1909 MUNSON RM 3                          40.530 METERS 22939     |
 MM0374| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.23.1 KM 2533115.9 |
 MM0374|---------------------------------------------------------------------|
 MM0374
 MM0374                          SUPERSEDED SURVEY CONTROL
 MM0374
 MM0374  NAD 83(1986)-  41 11 24.61189(N)    100 15 23.20151(W) AD(       ) 1
 MM0374  NAD 27      -  41 11 24.59785(N)    100 15 21.73623(W) AD(       ) 1
 MM0374
 MM0374.Superseded values are not recommended for survey control.
 MM0374
 MM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0374.See file dsdata.pdf to determine how the superseded data were derived.
 MM0374
 MM0374_MARKER: DS = TRIANGULATION STATION DISK
 MM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0374_STAMPING: MUNSON 1933
 MM0374_MARK LOGO: CGS
 MM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0374+STABILITY: SURFACE MOTION
 MM0374
 MM0374  HISTORY     - Date     Condition        Report By
 MM0374  HISTORY     - 1933     MONUMENTED       CGS
 MM0374  HISTORY     - 1951     GOOD             CGS
 MM0374
 MM0374                          STATION DESCRIPTION
 MM0374
 MM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0374'ABOUT 16 MILES SOUTH OF ARNOLD AND 13 MILES NORTHEAST OF BRADY
 MM0374'ISLAND, ON TABLE EAST OF WILDHORSE VALLEY, IN NORTHEAST QUARTER
 MM0374'SEC. 14, T. 14 N., R. 26 W., IN PASTURE OWNED BY OSCAR MONSON.
 MM0374'
 MM0374'REACHED FROM ARNOLD VIA STATE HIGHWAY 40, SOUTH 11.0 MILES
 MM0374'TO POINT WHERE IT TURNS EAST.  KEEP STRAIGHT SOUTH ON GOTHENBURG
 MM0374'ROAD 6.1 MILES TO ROAD LEADING WEST AT TOP OF HILL.  FOLLOW
 MM0374'THIS ROAD WEST 2.1 MILES THENCE NORTH 0.5 MILE, THENCE WEST
 MM0374'0.5 MILE TO WIRE GATE ON NORTH SIDE OF ROAD.  ENTER GATE AND
 MM0374'FOLLOW TRAIL NORTHWEST 1 MILE, THENCE WEST 1/4 MILE TO STATION.
 MM0374'STATION IS ON SUMMIT OF LOW KNOLL OR SWELL, FIRST HIGH POINT
 MM0374'NORTH OF THE MONSON RANCH HOUSE.  TRUCK TO STATION.
 MM0374'
 MM0374'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN
 MM0374'FENCE NORTH OF SEC. 14, AND A SHORT DISTANCE WEST OF UNMARKED
 MM0374'SEC. CORNER.
 MM0374'
 MM0374'REFERENCE MARK NO. 2, AZIMUTH MARK, IS SOUTH-SOUTHEAST
 MM0374'OF STATION AT NORTHEAST CORNER OF MONSON RANCH YARD.
 MM0374'
 MM0374'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION IN SAME
 MM0374'PASTURE.  ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0374
 MM0374                          STATION RECOVERY (1951)
 MM0374
 MM0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0374'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 (AZIMUTH
 MM0374'MARK) AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN GOOD
 MM0374'CONDITION.  AN ERROR WAS FOUND IN THE DIRECTION OF REFERENCE
 MM0374'MARK NO. 2 (AZIMUTH MARK).
 MM0374'
 MM0374'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MM0374'
 MM0374'THE STATION IS LOCATED ABOUT 20.0 MILES NORTHWEST OF GOTHENBURG
 MM0374'AND ON THE HIGHEST POINT OF A RIDGE IN A PASTURE.  IT PROJECTS
 MM0374'2 INCHES AND IS STAMPED MUNSON 1933.
 MM0374'
 MM0374'REFERENCE MARK NO. 1 IS 69.0 FEET WEST OF A FENCE CORNER AND
 MM0374'SET IN AN EAST-WEST FENCE LINE.  IT IS ABOUT 10.0 FEET BELOW
 MM0374'THE LEVEL OF THE STATION.  IT PROJECTS 2 INCHES AND IS STAMPED
 MM0374'MUNSON NO 1 1933.
 MM0374'
 MM0374'REFERENCE MARK NO. 2 WAS USED AS THE AZIMUTH MARK.  IT IS SET
 MM0374'AT THE NORTHEAST CORNER OF A RANCH YARD.  IT IS 160.0 FEET
 MM0374'NORTH-NORTHEAST OF A WINDMILL, 2.0 FEET WEST OF A FENCE CORNER,
 MM0374'1.0 FOOT WEST OF A WITNESS POST AND SET IN AN EAST-WEST FENCE
 MM0374'LINE.  IT IS SET FLUSH AND STAMPED MUNSON NO 2 1933.
 MM0374'
 MM0374'REFERENCE MARK NO. 3 IS ABOUT 6.0 FEET BELOW THE LEVEL OF THE
 MM0374'STATION.  IT PROJECTS 2 INCHES AND IS STAMPED MUNSON NO 3 1933.
 MM0374'
 MM0374'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO NORTH ON
 MM0374'STATE HIGHWAY 47 FOR 8.2 MILES TO A T INTERSECTION AND A SIGN
 MM0374'(WELCOME TO CUSTER COUNTY), TURN LEFT AND GO WEST AND NORTH ON
 MM0374'THE MAIN GRAVELED ROAD MAKING SEVERAL JOGS FOR 7.8 MILES TO WHERE
 MM0374'THE MAIN ROAD CURVES NORTH AT THE NEW HOPE CEMETERY.  FOLLOW THE
 MM0374'MAIN ROAD NORTH FOR 2.0 MILES TO A Y FORK, TAKE THE LEFT FORK
 MM0374'AND GO WEST ON A GRADED ROAD FOR 0.75 MILE TO A Y FORK.  TAKE
 MM0374'RIGHT FORK AND FOLLOW GRADED ROAD WEST FOR 0.25 MILE TO A Y
 MM0374'FORK, FOLLOW LEFT FORK SOUTH FOR 0.3 MILE TO A T ROAD LEADING
 MM0374'WEST.  TURN RIGHT, WEST, ON A GRADED ROAD FOR 0.9 MILE TO A T
 MM0374'INTERSECTION, TURN RIGHT, NORTH, ON GRADED ROAD FOR 0.5 MILE TO
 MM0374'WHERE MAIN ROAD TURNS WEST, TURN LEFT, WEST, FOR 0.5 MILE
 MM0374'TO A GATE ON THE RIGHT AND A TRACK ROAD LEADING NORTH.  TURN
 MM0374'RIGHT THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTH FOR
 MM0374'0.5 MILE TO A GATE THROUGH AN EAST-WEST FENCE LINE AND A
 MM0374'TRACK ROAD LEADING WESTWARD TOWARD A RANCH YARD.  GO THROUGH
 MM0374'GATE AND FOLLOW TRACK ROAD WEST FOR 0.3 MILE TO FENCE CORNER JUST
 MM0374'EAST OF RANCH YARD, GO THROUGH GATE AT FENCE CORNER AND FOLLOW
 MM0374'TRACK ROAD NORTH FOR 0.1 MILE TO THE AZIMUTH MARK IN A FENCE
 MM0374'CORNER AT THE NORTHEAST CORNER OF THE RANCH YARD AS DESCRIBED.
 MM0374'FOLLOW TRACK ROAD NORTH FOR 0.35 MILE TO THE BASE OF A RIDGE ON
 MM0374'THE LEFT, TURN LEFT AND GO WEST FOR 0.2 MILE TO THE TOP OF THE
 MM0374'RIDGE AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0984 ***********************************************************************
 LG0984  DESIGNATION -  MURDOCK
 LG0984  PID         -  LG0984
 LG0984  STATE/COUNTY-  NE/CASS
 LG0984  COUNTRY     -  US
 LG0984  USGS QUAD   -  MURDOCK (2017)
 LG0984
 LG0984                         *CURRENT SURVEY CONTROL
 LG0984  ______________________________________________________________________
 LG0984* NAD 83(1995) POSITION- 40 55 29.45615(N) 096 16 44.58784(W)   ADJUSTED
 LG0984* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 LG0984  ______________________________________________________________________
 LG0984  GEOID HEIGHT    -        -26.169 (meters)                     GEOID18
 LG0984  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 LG0984  HORZ ORDER      -  SECOND
 LG0984
 LG0984.The horizontal coordinates were established by classical geodetic methods
 LG0984.and adjusted by the National Geodetic Survey in August 1997.
 LG0984
 LG0984.The orthometric height was scaled from a topographic map.
 LG0984
 LG0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0984.GEOID18 height accuracy estimate available here.
 LG0984
 LG0984.Click photographs - Photos may exist for this station.
 LG0984
 LG0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0984
 LG0984. The following values were computed from the NAD 83(1995) position.
 LG0984
 LG0984;                    North         East     Units Scale Factor Converg.
 LG0984;SPC NE       -   127,928.972   813,230.231   MT  0.99970965   +2 27 57.1
 LG0984;SPC NE       -   419,713.64  2,668,072.85   sFT  0.99970965   +2 27 57.1
 LG0984;UTM  14      - 4,533,979.726   729,107.969   MT  1.00024610   +1 46 59.5
 LG0984
 LG0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0984!SPC NE       -   0.99994292  x   0.99970965  =   0.99965258
 LG0984!UTM  14      -   0.99994292  x   1.00024610  =   1.00018900
 LG0984
 LG0984:                Primary Azimuth Mark                     Grid Az
 LG0984:SPC NE       -  MURDOCK AZ MK                            044 27 38.4
 LG0984:UTM  14      -  MURDOCK AZ MK                            045 08 36.0
 LG0984
 LG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2910733979(NAD 83)
 LG0984
 LG0984|---------------------------------------------------------------------|
 LG0984| PID    Reference Object                     Distance      Geod. Az  |
 LG0984|                                                           dddmmss.s |
 LG0984| CL7956 MURDOCK AZ MK                                      0465535.5 |
 LG0984| CL7958 MURDOCK RM 2                          7.818 METERS 09409     |
 LG0984| CL7959 MURDOCK RM 3                                       21135     |
 LG0984| CL7960 MURDOCK RM 4                                       21939     |
 LG0984| LG0985 MURDOCK COOP GRAIN ELEVATOR           2.296 METERS 31033     |
 LG0984| CL7957 MURDOCK RM 1                          8.082 METERS 35253     |
 LG0984|---------------------------------------------------------------------|
 LG0984
 LG0984                          SUPERSEDED SURVEY CONTROL
 LG0984
 LG0984  NAD 83(1986)-  40 55 29.46709(N)    096 16 44.58666(W) AD(       ) 2
 LG0984  NAD 27      -  40 55 29.47218(N)    096 16 43.54703(W) AD(       ) 2
 LG0984
 LG0984.Superseded values are not recommended for survey control.
 LG0984
 LG0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0984.See file dsdata.pdf to determine how the superseded data were derived.
 LG0984
 LG0984_MARKER: DS = TRIANGULATION STATION DISK
 LG0984_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG0984_SP_SET: ELEVATOR ROOF
 LG0984_STAMPING: MURDOCK 1961
 LG0984_MARK LOGO: CGS
 LG0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0984+STABILITY: POSITION/ELEVATION WELL
 LG0984
 LG0984  HISTORY     - Date     Condition        Report By
 LG0984  HISTORY     - 1961     MONUMENTED       CGS
 LG0984  HISTORY     - 1968     GOOD             CGS
 LG0984  HISTORY     - 20070516 GOOD             INDIV
 LG0984
 LG0984                          STATION DESCRIPTION
 LG0984
 LG0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0984'THE STATION IS UPON THE ROOF OF THE HEAD-HOUSE OF THE MURDOCK
 LG0984'FARMERS COOP GRAIN ELEVATOR IN THE VILLAGE OF MURDOCK.
 LG0984'
 LG0984'THE STATION CAN BE REACHED VIA A SMALL ELEVATOR, THENCE A
 LG0984'STEEL LADDER LEADING TO THE ROOF THROUGH A ROUND PORT HOLE, ABOUT
 LG0984'24 INCHES IN DIAMETER.  PERMISSION TO REACH THE STATION CAN BE
 LG0984'OBTAINED AT THE OFFICE AT THE COOP ELEVATOR.
 LG0984'
 LG0984'THE STATION MARK, A STANDARD DISK STAMPED MURDOCK 1961, IS
 LG0984'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.  IT
 LG0984'IS 10 FEET SOUTH OF A STEEL DUST COLLECTOR PIPE, 9.5 FEET
 LG0984'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROOF AND 7.53 FEET SOUTH
 LG0984'OF A STEEL STANDARD, 1-INCH IN DIAMETER, SUPPORTING TWIN RED
 LG0984'LIGHTS.
 LG0984'
 LG0984'REFERENCE MARK 1, A STANDARD DISK STAMPED MURDOCK NO 1 1961, IS
 LG0984'CEMENTED IN A DRILL HOLE 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 LG0984'CORNER OF THE ROOF.
 LG0984'
 LG0984'REFERENCE MARK 2, A STANDARD DISK STAMPED MURDOCK NO 2 1961, IS
 LG0984'CEMENTED IN A DRILL HOLE 1.5 FEET NORTHWEST OF THE SOUTHEAST
 LG0984'CORNER OF THE ROOF.
 LG0984'
 LG0984'REFERENCE MARK 3, A STANDARD DISK STAMPED MURDOCK NO 3 1961, IS
 LG0984'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0984'TOP, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0984'39.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE C.R.I. AND P.
 LG0984'RAILROAD TRACKS AND 2.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH A
 LG0984'RAILROAD CROSSING WARNING SIGN ATTACHED TO IT.
 LG0984'
 LG0984'REFERENCE MARK 4, A STANDARD DISK STAMPED MURDOCK NO 4 1961, IS
 LG0984'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0984'TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0984'56.7 FEET NORTHEAST OF THE NORTH RAIL C.R.I. AND P. RAILROAD
 LG0984'TRACKS, 31.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL
 LG0984'METAL PUMP HOUSE AND 213.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LG0984'A STEEL FENCE SURROUNDING A GROUP OF GRAIN STORAGE
 LG0984'BUILDINGS.
 LG0984'
 LG0984'AN UNDERGROUND MARK WAS SET BENEATH REFERENCE MARK 4.  THE MARK IS
 LG0984'A STANDARD REFERENCE MARK DISK, STAMPED MURDOCK NO 4 1961, SET
 LG0984'40 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0984'
 LG0984'THE AZIMUTH MARK, A STANDARD DISK STAMPED MURDOCK 1961, IS SET
 LG0984'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0984'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS IN THE
 LG0984'NORTHEAST QUADRANT OF THE INTERSECTION OF S W AND I N ROADS, 39.5
 LG0984'FEET SOUTHEAST OF THE EAST RAIL OF THE C.R.I. AND P. RAILROAD,
 LG0984'32.0 FEET NORTH OF THE CENTER OF I N ROAD, 10.0 FEET
 LG0984'WEST-NORTHWEST OF A FENCE CORNER AND POWER POLE, 1.5 FEET
 LG0984'SOUTHWEST OF A TELEPHONE POLE AND 1.5 FEET SOUTHEAST OF A METAL
 LG0984'WITNESS POST WITH SIGN ATTACHED.
 LG0984'
 LG0984'TO REACH THE AZIMUTH MARK FROM THE MURDOCK FARMERS COOP GRAIN
 LG0984'ELEVATOR, DRIVE NORTHEAST ON THE ROAD ALONG THE RAILROAD FOR 0.1
 LG0984'MILE TO A CROSSING.  TURN RIGHT, CROSS THE RAILROAD, THENCE TURN
 LG0984'LEFT AND DRIVE NORTHERLY ALONG S W ROAD FOR 0.15 MILE TO ITS
 LG0984'INTERSECTION WITH I N ROAD, A RAILROAD CROSSING AND THE AZIMUTH
 LG0984'MARK.
 LG0984
 LG0984                          STATION RECOVERY (1968)
 LG0984
 LG0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSA)
 LG0984'ALL MARKS WERE FOUND IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LG0984
 LG0984                          STATION RECOVERY (2007)
 LG0984
 LG0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LG0984'THE STATION WAS FOUND AS DESCRIBED IN THE ORIGINAL 1961 DESCRIPTION.
 LG0984'IT HAS BEEN PAINTED OVER MANY TIMES WITH SILVER ROOF PAINT, SO IT IS
 LG0984'HARD TO INITIALLY LOCATE.  THE STATION IS REACHED THROUGH A SMALL
 LG0984'ONE-PERSON ELEVATOR THAT IS LOCATED IN THE APPROXIMATE CENTER OF THE
 LG0984'GRAIN ELEVATOR.  THIS IS OPERATED BY THE OCCUPANT WHICH TAKES YOU TO
 LG0984'THE TOP OF THE HOLDING BINS AND THE FLOOR OF THE HEADHOUSE.
 LG0984'
 LG0984'A NARROW STEEL LADDER ON THE WEST WALL OF THE HEADHOUSE LEADS TO AN
 LG0984'IRON LID ON THE ROOF.  THE LID IS NOT HINGED AND HAS TO BE MANUALLY
 LG0984'LIFTED UP AND TO THE SIDE OF THE OPENING.  THE OPENING IS NEXT TO THE
 LG0984'WEST WALL OF THE STRUCTURE, SO EXITING TO THE ROOF MUST BE MADE
 LG0984'OPPOSITE OF THE LADDER ON THE WALL.
 LG0984'
 LG0984'THIS IS A VERY DANGEROUS LOCATION.  THERE ARE NO RAILINGS ALONG THE
 LG0984'EDGES OF THE ROOF.   WIND MAKES THE SITUATION PRECARIOUS.  ANYONE OF
 LG0984'LARGER SIZE, AFRAID OF HEIGHTS, FEARFUL OF DARKNESS IN THE CONFINE
 LG0984'SPACE OF THE ELEVATOR, OR NOT IN GOOD PHYSICAL CONDITION SHOULD NOT
 LG0984'ATTEMPT TO REACH THIS STATION.  ACCESS TO THE STATION WILL BE DENIED
 LG0984'BY ANYONE WHO IS NOT DOING OFFICIAL SURVEYING WORK.
 LG0984'
 LG0984'REFERENCE MARK 1 WAS FOUND AS DESCRIBED.  IT WAS NOT PAINTED OVER WITH
 LG0984'SILVER PAINT.
 LG0984'
 LG0984'REFERENCE MARK 2 WAS FOUND AS DESCRIBED.  THIS MARK HAS BEEN PAINTED
 LG0984'OVER WITH SILVER ROOF PAINT.
 LG0984'
 LG0984'REFERENCE MARK 3 WAS DESTROYED IN OR AROUND 1999 WHEN THE NEBRASKA
 LG0984'DEPARTMENT OF ROADS REBUILT THE SPUR ACCESS HIGHWAY LEADING INTO
 LG0984'MURDOCK.  THE BRASS DISK WAS REMOVED FROM THE CONCRETE AND IS NOW IN
 LG0984'THE POSSESSION OF A PRIVATE LAND SURVEYOR.
 LG0984'
 LG0984'REFERENCE MARK 4 WAS NOT FOUND.  ALL REFERENCE OBJECTS MENTIONED IN
 LG0984'THE 1961 DESCRIPTION ARE EITHER GONE OR ARE TOO VAGUE TO ASSIST IN
 LG0984'LOCATING THE MARK.  THE RAILROAD TRACKS WERE REMOVED NOT LONG AFTER
 LG0984'THE ABANDONMENT IN 1980.
 LG0984'
 LG0984'THE AZIMUTH MARK WAS NOT FOUND AFTER SEARCHING AND PROBING.  IT
 LG0984'APPEARS THAT THE INTERSECTION DESCRIBED IN THE ORIGINAL REPORT IS NOW
 LG0984'KNOWN AS 310TH STREET AND WAVERLY ROAD.
 LG0984'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0985 ***********************************************************************
 LG0985  DESIGNATION -  MURDOCK COOP GRAIN ELEVATOR
 LG0985  PID         -  LG0985
 LG0985  STATE/COUNTY-  NE/CASS
 LG0985  COUNTRY     -  US
 LG0985  USGS QUAD   -  MURDOCK (2017)
 LG0985
 LG0985                         *CURRENT SURVEY CONTROL
 LG0985  ______________________________________________________________________
 LG0985* NAD 83(1995) POSITION- 40 55 29.50453(N) 096 16 44.66241(W)   ADJUSTED
 LG0985  ______________________________________________________________________
 LG0985  GEOID HEIGHT    -        -26.169 (meters)                     GEOID18
 LG0985  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 LG0985  HORZ ORDER      -  THIRD
 LG0985
 LG0985.The horizontal coordinates were established by classical geodetic methods
 LG0985.and adjusted by the National Geodetic Survey in August 1997.
 LG0985
 LG0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0985.GEOID18 height accuracy estimate available here.
 LG0985
 LG0985.Click photographs - Photos may exist for this station.
 LG0985
 LG0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0985
 LG0985. The following values were computed from the NAD 83(1995) position.
 LG0985
 LG0985;                    North         East     Units Scale Factor Converg.
 LG0985;SPC NE       -   127,930.388   813,228.424   MT  0.99970965   +2 27 57.0
 LG0985;SPC NE       -   419,718.28  2,668,066.92   sFT  0.99970965   +2 27 57.0
 LG0985;UTM  14      - 4,533,981.164   729,106.178   MT  1.00024609   +1 46 59.4
 LG0985
 LG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2910633981(NAD 83)
 LG0985
 LG0985                          SUPERSEDED SURVEY CONTROL
 LG0985
 LG0985  NAD 83(1986)-  40 55 29.51547(N)    096 16 44.66123(W) AD(       ) 3
 LG0985  NAD 27      -  40 55 29.52056(N)    096 16 43.62160(W) AD(       ) 3
 LG0985
 LG0985.Superseded values are not recommended for survey control.
 LG0985
 LG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0985.See file dsdata.pdf to determine how the superseded data were derived.
 LG0985
 LG0985_MARKER: 65 = GRAIN ELEVATOR
 LG0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0985+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 LG0985
 LG0985  HISTORY     - Date     Condition        Report By
 LG0985  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0985  HISTORY     - 20070516 GOOD             INDIV
 LG0985
 LG0985                          STATION DESCRIPTION
 LG0985
 LG0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0985'THE STATION IS THE CENTER OF A METAL RED LIGHT STANDARD, 1-1/4
 LG0985'INCHES IN DIAMETER, PROJECTING 10 FEET ABOVE THE HEAD-HOUSE OF
 LG0985'THE MURDOCK COOP GRAIN ELEVATOR.  THE STANDARD SUPPORTS TWIN
 LG0985'RED LIGHTS.  IT IS 6 FEET EAST OF THE WEST EDGE OF THE HEAD-HOUSE,
 LG0985'5 FEET WEST OF A DUST COLLECTOR PIPE, 12 INCHES IN DIAMETER,
 LG0985'PROJECTING ABOVE THE ROOF AND 7.53 FEET, 2.296 METERS,
 LG0985'NORTH-NORTHWEST OF TRIANGULATION STATION MURDOCK.
 LG0985
 LG0985                          STATION RECOVERY (2007)
 LG0985
 LG0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LG0985'MARK FOUND AS DESCRIBED IN THE ORIGINAL 1961 REPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1089 ***********************************************************************
 LH1089  DESIGNATION -  MURPHY COOP
 LH1089  PID         -  LH1089
 LH1089  STATE/COUNTY-  NE/HAMILTON
 LH1089  COUNTRY     -  US
 LH1089  USGS QUAD   -  MURPHY (2017)
 LH1089
 LH1089                         *CURRENT SURVEY CONTROL
 LH1089  ______________________________________________________________________
 LH1089* NAD 83(1995) POSITION- 40 52 47.88449(N) 098 06 59.79175(W)   ADJUSTED
 LH1089* NAVD 88 ORTHO HEIGHT -   610.42  (+/-2cm)     2002.7   (feet) VERTCON
 LH1089  ______________________________________________________________________
 LH1089  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 LH1089  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 LH1089  HORZ ORDER      -  SECOND
 LH1089  VERT ORDER      -  THIRD ? (See Below)
 LH1089
 LH1089.The horizontal coordinates were established by classical geodetic methods
 LH1089.and adjusted by the National Geodetic Survey in August 1997.
 LH1089
 LH1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1089
 LH1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1089.GEOID18 height accuracy estimate available here.
 LH1089
 LH1089.The vertical order pertains to the NGVD 29 superseded value.
 LH1089
 LH1089.Click photographs - Photos may exist for this station.
 LH1089
 LH1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1089
 LH1089. The following values were computed from the NAD 83(1995) position.
 LH1089
 LH1089;                    North         East     Units Scale Factor Converg.
 LH1089;SPC NE       -   117,933.418   658,689.241   MT  0.99971783   +1 14 53.2
 LH1089;SPC NE       -   386,919.89  2,161,049.62   sFT  0.99971783   +1 14 53.2
 LH1089;UTM  14      - 4,525,808.043   574,429.598   MT  0.99966818   +0 34 41.5
 LH1089
 LH1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1089!SPC NE       -   0.99990824  x   0.99971783  =   0.99962610
 LH1089!UTM  14      -   0.99990824  x   0.99966818  =   0.99957645
 LH1089
 LH1089:                Primary Azimuth Mark                     Grid Az
 LH1089:SPC NE       -  GILTNER 502                              199 41 53.5
 LH1089:UTM  14      -  GILTNER 502                              200 22 05.2
 LH1089
 LH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7442925808(NAD 83)
 LH1089
 LH1089|---------------------------------------------------------------------|
 LH1089| PID    Reference Object                     Distance      Geod. Az  |
 LH1089|                                                           dddmmss.s |
 LH1089| LH1096 GILTNER 502                         APPROX. 7.8 KM 2005646.7 |
 LH1089| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX.12.7 KM 2260037.6 |
 LH1089|---------------------------------------------------------------------|
 LH1089
 LH1089                          SUPERSEDED SURVEY CONTROL
 LH1089
 LH1089  NAD 83(1986)-  40 52 47.89291(N)    098 06 59.79411(W) AD(       ) 2
 LH1089  NAD 27      -  40 52 47.85470(N)    098 06 58.59481(W) AD(       ) 2
 LH1089  NGVD 29             610.18   (m)         2001.9    (f) LEVELING    3  
 LH1089
 LH1089.Superseded values are not recommended for survey control.
 LH1089
 LH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1089.See file dsdata.pdf to determine how the superseded data were derived.
 LH1089
 LH1089_MARKER: DD = SURVEY DISK
 LH1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1089+STABILITY: SURFACE MOTION
 LH1089
 LH1089  HISTORY     - Date     Condition        Report By
 LH1089  HISTORY     - 1961     MONUMENTED       NEDR
 LH1089
 LH1089                          STATION DESCRIPTION
 LH1089
 LH1089'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1089'THE STATION IS LOCATED 6.25 MILES WEST AND 0.5 MILES NORTH OF THE
 LH1089'INTERSECTION OF U.S. HIGHWAY 34 AND MAIN STREET IN AURORA.  IT IS
 LH1089'LOCATED ON TOP OF THE MURPHY CO-OP ELEVATOR IN SEC. 33, T11N, R7W.
 LH1089'
 LH1089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND
 LH1089'THE MAIN STREET OF AURORA, GO WEST 6.0 MILES ON HIGHWAY 34.  TURN
 LH1089'RIGHT AND GO NORTH 0.5 MILES ACROSS THE RAILROAD TRACKS, TURN LEFT
 LH1089'AND GO WEST 0.25 MILES TO THE ELEVATOR AND THE STATION ON TOP OF
 LH1089'THE ELEVATOR.  USE THE SELF-OPERATED MAN-LIFT TO THE TOP FLOOR AND
 LH1089'PROCEED BY LADDER MOUNTED TO THE WALL TO THE ROOF OF THE
 LH1089'ELEVATOR.  CONTACT THE MANAGER ABOUT ENTERING PREMISES.
 LH1089'
 LH1089'THE STATION IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION DISK,
 LH1089'STAMPED MURPHY CO-OP 1961 SET IN THE TOP OF A 10 INCH SQUARE
 LH1089'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE ROOF OF
 LH1089'THE ELEVATOR.
 LH1089'
 LH1089'THERE ARE NO REFERENCE MARKS.
 LH1089'
 LH1089'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1428 ***********************************************************************
 LF1428  DESIGNATION -  MURRAY MUNICIPAL TANK
 LF1428  PID         -  LF1428
 LF1428  STATE/COUNTY-  NE/CASS
 LF1428  COUNTRY     -  US
 LF1428  USGS QUAD   -  MURRAY (2017)
 LF1428
 LF1428                         *CURRENT SURVEY CONTROL
 LF1428  ______________________________________________________________________
 LF1428* NAD 83(1995) POSITION- 40 54 56.18758(N) 095 55 47.56328(W)   ADJUSTED
 LF1428  ______________________________________________________________________
 LF1428  GEOID HEIGHT    -        -27.451 (meters)                     GEOID18
 LF1428  LAPLACE CORR    -        -10.07  (seconds)                    DEFLEC18
 LF1428  HORZ ORDER      -  THIRD
 LF1428
 LF1428.The horizontal coordinates were established by classical geodetic methods
 LF1428.and adjusted by the National Geodetic Survey in August 1997.
 LF1428
 LF1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1428.GEOID18 height accuracy estimate available here.
 LF1428
 LF1428.Click photographs - Photos may exist for this station.
 LF1428
 LF1428.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1428
 LF1428. The following values were computed from the NAD 83(1995) position.
 LF1428
 LF1428;                    North         East     Units Scale Factor Converg.
 LF1428;SPC NE       -   128,228.475   842,651.231   MT  0.99971129   +2 41 50.1
 LF1428;SPC NE       -   420,696.26  2,764,598.25   sFT  0.99971129   +2 41 50.1
 LF1428;UTM  15      - 4,533,522.501   253,263.216   MT  1.00034937   -1 55 11.6
 LF1428;UTM  14      - 4,533,927.941   758,548.761   MT  1.00042284   +2 00 42.8
 LF1428
 LF1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5326333522(NAD 83)
 LF1428
 LF1428                          SUPERSEDED SURVEY CONTROL
 LF1428
 LF1428  NAD 83(1986)-  40 54 56.19487(N)    095 55 47.55845(W) AD(       ) 3
 LF1428  NAD 27      -  40 54 56.19930(N)    095 55 46.51833(W) AD(       ) 3
 LF1428
 LF1428.Superseded values are not recommended for survey control.
 LF1428
 LF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1428.See file dsdata.pdf to determine how the superseded data were derived.
 LF1428
 LF1428_MARKER: 53 = ELEVATED TANK
 LF1428
 LF1428  HISTORY     - Date     Condition        Report By
 LF1428  HISTORY     - 1947     FIRST OBSERVED   CGS
 LF1428  HISTORY     - 1947     GOOD             CGS
 LF1428  HISTORY     - 1980     GOOD             NGS
 LF1428  HISTORY     - 19800625 GOOD             NGS
 LF1428
 LF1428                          STATION DESCRIPTION
 LF1428
 LF1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1428'STATION IS LOCATED IN THE VILLAGE OF MURRAY.  IT IS A 4 LEGGED
 LF1428'STRUCTURE OF STEEL ABOUT 125 FEET IN HEIGHT AND IS PAINTED SILVER.
 LF1428'THE LEGS AT THE BASE ARE APPROX. 30 FT. APART.  THE STATION MAY
 LF1428'BE REACHED FROM THE POST OFFICE IN MURRAY BY GOING WEST ON
 LF1428'STATE HIGHWAY 1 (MAIN STREET) FOR 0.05 MILE TO GRAVEL STREET
 LF1428'TO THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO DIRT ROAD TO THE
 LF1428'LEFT, THENCE TURN LEFT OR WEST FOR 0.05 MILE TO THE SITE OF THE
 LF1428'TANK AND NEAR THE CENTER OF THE TOWN.
 LF1428'
 LF1428'THE POINT INTERSECTED IS THE ROUND BALL AT THE TOP OF THE TANK.
 LF1428
 LF1428                          STATION RECOVERY (1947)
 LF1428
 LF1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LF1428'RECOVERED IN GOOD CONDITION.
 LF1428
 LF1428                          STATION RECOVERY (1980)
 LF1428
 LF1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1428'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LF1428'DESCRIBED.
 LF1428
 LF1428                          STATION RECOVERY (1980)
 LF1428
 LF1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1022 ***********************************************************************
 LF1022  DESIGNATION -  MYNARD
 LF1022  PID         -  LF1022
 LF1022  STATE/COUNTY-  NE/CASS
 LF1022  COUNTRY     -  US
 LF1022  USGS QUAD   -  MURRAY (2017)
 LF1022
 LF1022                         *CURRENT SURVEY CONTROL
 LF1022  ______________________________________________________________________
 LF1022* NAD 83(1995) POSITION- 40 58 23.77598(N) 095 52 53.75986(W)   ADJUSTED
 LF1022* NAVD 88 ORTHO HEIGHT -   370.660 (meters)     1216.07  (feet) ADJUSTED
 LF1022  ______________________________________________________________________
 LF1022  GEOID HEIGHT    -        -27.452 (meters)                     GEOID18
 LF1022  LAPLACE CORR    -         -8.25  (seconds)                    DEFLEC18
 LF1022  DYNAMIC HEIGHT  -        370.504 (meters)     1215.56  (feet) COMP
 LF1022  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 LF1022
 LF1022  HORZ ORDER      -  SECOND
 LF1022  VERT ORDER      -  SECOND    CLASS 0
 LF1022
 LF1022.The horizontal coordinates were established by classical geodetic methods
 LF1022.and adjusted by the National Geodetic Survey in August 1997.
 LF1022
 LF1022.The orthometric height was determined by differential leveling and
 LF1022.adjusted by the NATIONAL GEODETIC SURVEY
 LF1022.in June 1991.
 LF1022
 LF1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1022.GEOID18 height accuracy estimate available here.
 LF1022
 LF1022.Click photographs - Photos may exist for this station.
 LF1022
 LF1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1022
 LF1022.The dynamic height is computed by dividing the NAVD 88
 LF1022.geopotential number by the normal gravity value computed on the
 LF1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1022.degrees latitude (g = 980.6199 gals.).
 LF1022
 LF1022.The modeled gravity was interpolated from observed gravity values.
 LF1022
 LF1022. The following values were computed from the NAD 83(1995) position.
 LF1022
 LF1022;                    North         East     Units Scale Factor Converg.
 LF1022;SPC NE       -   134,815.493   846,407.784   MT  0.99970151   +2 43 45.3
 LF1022;SPC NE       -   442,307.16  2,776,922.87   sFT  0.99970151   +2 43 45.3
 LF1022;UTM  15      - 4,539,789.605   257,540.646   MT  1.00032360   -1 53 25.5
 LF1022
 LF1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1022!SPC NE       -   0.99994617  x   0.99970151  =   0.99964769
 LF1022!UTM  15      -   0.99994617  x   1.00032360  =   1.00026975
 LF1022
 LF1022:                Primary Azimuth Mark                     Grid Az
 LF1022:SPC NE       -  MYNARD AZ MK                             271 00 45.5
 LF1022:UTM  15      -  MYNARD AZ MK                             275 37 56.3
 LF1022
 LF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5754039789(NAD 83)
 LF1022
 LF1022|---------------------------------------------------------------------|
 LF1022| PID    Reference Object                     Distance      Geod. Az  |
 LF1022|                                                           dddmmss.s |
 LF1022| LF1023 MYNARD RM 1                          23.432 METERS 04813     |
 LF1022| MJ1204 GLENWOOD STATE SCH WATER TANK       APPROX.14.1 KM 0601150.9 |
 LF1022| LF1428 MURRAY MUNICIPAL TANK               APPROX. 7.6 KM 2122528.7 |
 LF1022| LF1025 MYNARD AZ MK                                       2734430.8 |
 LF1022| LF1024 MYNARD RM 2                          18.971 METERS 32613     |
 LF1022| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 5.1 KM 3544904.3 |
 LF1022|---------------------------------------------------------------------|
 LF1022
 LF1022                          SUPERSEDED SURVEY CONTROL
 LF1022
 LF1022  NAD 83(1986)-  40 58 23.78437(N)    095 52 53.75669(W) AD(       ) 2
 LF1022  NAD 27      -  40 58 23.78700(N)    095 52 52.72200(W) AD(       ) 2
 LF1022  NGVD 29 (??/??/92)  370.560  (m)         1215.75   (f) ADJ UNCH    2 0
 LF1022  NGVD 29             370.56   (m)         1215.7    (f) LEVELING    3  
 LF1022
 LF1022.Superseded values are not recommended for survey control.
 LF1022
 LF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1022.See file dsdata.pdf to determine how the superseded data were derived.
 LF1022
 LF1022_MARKER: DS = TRIANGULATION STATION DISK
 LF1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1022_STAMPING: MYNARD 1947
 LF1022_MARK LOGO: CGS
 LF1022_PROJECTION: FLUSH
 LF1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1022+STABILITY: SURFACE MOTION
 LF1022
 LF1022  HISTORY     - Date     Condition        Report By
 LF1022  HISTORY     - 1947     MONUMENTED       CGS
 LF1022  HISTORY     - 1950     GOOD             CGS
 LF1022  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LF1022  HISTORY     - 1965     MARK NOT FOUND   CGS
 LF1022  HISTORY     - 1965     MARK NOT FOUND   CGS
 LF1022
 LF1022                          STATION DESCRIPTION
 LF1022
 LF1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1022'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF MURRAY, 3.0
 LF1022'MILES SOUTH-SOUTHEAST OF PLATTSMOUTH AND 0.15 MILE EAST OF A
 LF1022'SCHOOL HOUSE IN A HEDGE ROW.  IT IS 31 FEET SOUTH OF THE
 LF1022'CENTERLINE OF THE ROAD, 20 FEET WEST-SOUTHWEST OF AN 8 INCH ELM
 LF1022'TREE WITH THREE BLAZES AND 10 FEET SOUTHEAST OF A WITNESS POST.
 LF1022'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LF1022'MYNARD 1947.
 LF1022'
 LF1022'REFERENCE MARK NO. 1 IS 76.88 FEET NORTHEAST OF THE STATION, 22
 LF1022'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 LF1022'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LF1022'MYNARD NO 1 1947.
 LF1022'
 LF1022'REFERENCE MARK NO. 2 IS 62.24 FEET NORTHWEST OF THE STATION, 22
 LF1022'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF
 LF1022'THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LF1022'MYNARD NO 2 1947.
 LF1022'
 LF1022'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, IN THE
 LF1022'SOUTHWEST CORNER OF THE SCHOOL GROUNDS, 29 FEET NORTH OF THE
 LF1022'CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER AND
 LF1022'2.5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 LF1022'6 INCHES AND THE DISK IS STAMPED MYNARD 1947.
 LF1022'
 LF1022'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 34 IN
 LF1022'PLATTSMOUTH, GO SOUTH ON BOTH HIGHWAYS FOR 3.1 MILES TO A
 LF1022'CROSSSROAD, TURN LEFT ON DIRT ROAD FOR 1.1 MILE TO SCHOOL
 LF1022'HOUSE ON THE LEFT, CONTINUE ON 0.15 TO STATION ON THE RIGHT
 LF1022'IN CLEARED PLACE IN HEDGE ROW.
 LF1022'
 LF1022'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.2 MILE TO THE
 LF1022'MARK ON THE RIGHT IN SOUTHWEST CORNER OF SCHOOL GROUNDS.
 LF1022'
 LF1022'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1022
 LF1022                          STATION RECOVERY (1950)
 LF1022
 LF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LF1022'4.4 MI S FROM PLATTSMOUTH.
 LF1022'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1022'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.25 MILES EAST
 LF1022'ALONG A GRAVELED ROAD, 0.15 MILE EAST OF A SCHOOL WHICH IS ON
 LF1022'THE NORTH SIDE OF THE ROAD, JUST EAST OF THE EAST END OF A
 LF1022'CEMETERY, AT THE TOP OF A HILL, IN A HEDGE ROW, 76.9 FEET
 LF1022'SOUTHWEST OF MYNARD R.M. 1, 62.2 FEET SOUTHEAST OF MYNARD R.M. 2,
 LF1022'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.6 FOOT NORTH
 LF1022'OF A FENCE, 10 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 LF1022'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1022
 LF1022                          STATION RECOVERY (1964)
 LF1022
 LF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LF1022'THE SITE FOR THIS STATION WAS VISITED.  THE SURFACE STATION MARK
 LF1022'EMBEDDED IN A CONCRETE POST WAS FOUND ON APILE OF RUBBLE.  BOTH
 LF1022'REFERENCE MARKS WERE GONE AND THE DIRT HAD ERODED AWAY FROM THE
 LF1022'SOUTH SIDE OF THE AZIMUTH MARK.  BUT IT WAS SOLID IN THE GROUND.
 LF1022'
 LF1022'ANOTHER ATTEMPT WILL BE MADE TO FIND THE UNDERGROUND MARK AT THIS
 LF1022'STATION WHEN VISIBILITY IS GOOD, SO THE INSTRUMENT CAN BE USED FOR
 LF1022'DISTANT LANDMARKS.
 LF1022
 LF1022                          STATION RECOVERY (1965)
 LF1022
 LF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LF1022'CONSIDERABLE TIME WAS SPENT IN SEARCH OF THIS STATION BUT NEITHER
 LF1022'THE STATION NOR THE REFERENCE MARKS WERE RECOVERED.  IT APPEARS THAT
 LF1022'THE STATION, UNDERGROUND AND REFERENCE MARKS WERE DESTROYED WHEN
 LF1022'THE ROAD WAS WIDENED AND A ROW OF TREES REMOVED.  THE AZIMUTH MARK
 LF1022'WAS RECOVERED BUT THIS MARK WAS LEFT IN PLACE AS THE ELEVATION
 LF1022'HAS BEEN DETERMINED.
 LF1022
 LF1022                          STATION RECOVERY (1965)
 LF1022
 LF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LF1022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1025 ***********************************************************************
 LF1025  DESIGNATION -  MYNARD AZ MK
 LF1025  PID         -  LF1025
 LF1025  STATE/COUNTY-  NE/CASS
 LF1025  COUNTRY     -  US
 LF1025  USGS QUAD   -  MURRAY (2017)
 LF1025
 LF1025                         *CURRENT SURVEY CONTROL
 LF1025  ______________________________________________________________________
 LF1025* NAD 83(1986) POSITION- 40 58 24.     (N) 095 53 06.     (W)   SCALED
 LF1025* NAVD 88 ORTHO HEIGHT -   365.282 (meters)     1198.43  (feet) ADJUSTED
 LF1025  ______________________________________________________________________
 LF1025  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 LF1025  DYNAMIC HEIGHT  -        365.127 (meters)     1197.92  (feet) COMP
 LF1025  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 LF1025
 LF1025  VERT ORDER      -  SECOND    CLASS 0
 LF1025
 LF1025.The horizontal coordinates were scaled from a map and have
 LF1025.an estimated accuracy of +/- 6 seconds.
 LF1025
 LF1025.The orthometric height was determined by differential leveling and
 LF1025.adjusted by the NATIONAL GEODETIC SURVEY
 LF1025.in June 1991.
 LF1025
 LF1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1025.GEOID18 height accuracy estimate available here.
 LF1025
 LF1025.Click photographs - Photos may exist for this station.
 LF1025
 LF1025.The dynamic height is computed by dividing the NAVD 88
 LF1025.geopotential number by the normal gravity value computed on the
 LF1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1025.degrees latitude (g = 980.6199 gals.).
 LF1025
 LF1025.The modeled gravity was interpolated from observed gravity values.
 LF1025
 LF1025;                    North         East    Units  Estimated Accuracy
 LF1025;SPC NE       -   134,810.      846,120.      MT  (+/- 180 meters Scaled)
 LF1025
 LF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572398(NAD 83)
 LF1025
 LF1025                          SUPERSEDED SURVEY CONTROL
 LF1025
 LF1025  NGVD 29 (??/??/92)  365.182  (m)         1198.10   (f) ADJ UNCH    2 0
 LF1025
 LF1025.Superseded values are not recommended for survey control.
 LF1025
 LF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1025.See file dsdata.pdf to determine how the superseded data were derived.
 LF1025
 LF1025_MARKER: DZ = AZIMUTH MARK DISK
 LF1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1025_STAMPING: MYNARD 1947
 LF1025_MARK LOGO: CGS
 LF1025_PROJECTION: FLUSH
 LF1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1025+STABILITY: SURFACE MOTION
 LF1025
 LF1025  HISTORY     - Date     Condition        Report By
 LF1025  HISTORY     - 1947     MONUMENTED       CGS
 LF1025  HISTORY     - 1950     GOOD             CGS
 LF1025
 LF1025                          STATION DESCRIPTION
 LF1025
 LF1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1025'4.2 MI S FROM PLATTSMOUTH.
 LF1025'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1025'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.05 MILES EAST ALONG
 LF1025'A GRAVELED ROAD, 0.2 MILE WEST OF TRIANGULATION STATION MYNARD 1947,
 LF1025'IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 171 FEET SOUTHWEST
 LF1025'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 29 FEET NORTH
 LF1025'OF THE CENTER LINE OF THE ROAD, 59 FEET WEST OF A WATER HYDRANT,
 LF1025'3 FEET EAST OF A FENCE CORNER, 2.5 FEET SOUTHEAST OF A WITNESS
 LF1025'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LF1025'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1023 ***********************************************************************
 LF1023  DESIGNATION -  MYNARD RM 1
 LF1023  PID         -  LF1023
 LF1023  STATE/COUNTY-  NE/CASS
 LF1023  COUNTRY     -  US
 LF1023  USGS QUAD   -  MURRAY (2017)
 LF1023
 LF1023                         *CURRENT SURVEY CONTROL
 LF1023  ______________________________________________________________________
 LF1023* NAD 83(1986) POSITION- 40 58 24.28   (N) 095 52 53.01   (W)   HD_HELD1
 LF1023* NAVD 88 ORTHO HEIGHT -   370.741 (meters)     1216.34  (feet) ADJUSTED
 LF1023  ______________________________________________________________________
 LF1023  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 LF1023  DYNAMIC HEIGHT  -        370.584 (meters)     1215.82  (feet) COMP
 LF1023  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 LF1023
 LF1023  VERT ORDER      -  SECOND    CLASS 0
 LF1023
 LF1023.The horizontal coordinates were determined by differentially corrected
 LF1023.hand held GPS observations or other comparable positioning techniques
 LF1023.and have an estimated accuracy of +/- 3 meters.
 LF1023
 LF1023.The orthometric height was determined by differential leveling and
 LF1023.adjusted by the NATIONAL GEODETIC SURVEY
 LF1023.in June 1991.
 LF1023
 LF1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1023.GEOID18 height accuracy estimate available here.
 LF1023
 LF1023.Click photographs - Photos may exist for this station.
 LF1023
 LF1023.The dynamic height is computed by dividing the NAVD 88
 LF1023.geopotential number by the normal gravity value computed on the
 LF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1023.degrees latitude (g = 980.6199 gals.).
 LF1023
 LF1023.The modeled gravity was interpolated from observed gravity values.
 LF1023
 LF1023;                    North         East    Units  Estimated Accuracy
 LF1023;SPC NE       -   134,831.9     846,424.6     MT  (+/- 3 meters HH1 GPS) 
 LF1023
 LF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5755839804(NAD 83)
 LF1023
 LF1023                          SUPERSEDED SURVEY CONTROL
 LF1023
 LF1023  NGVD 29 (??/??/92)  370.641  (m)         1216.01   (f) ADJ UNCH    2 0
 LF1023
 LF1023.Superseded values are not recommended for survey control.
 LF1023
 LF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1023.See file dsdata.pdf to determine how the superseded data were derived.
 LF1023
 LF1023_MARKER: DR = REFERENCE MARK DISK
 LF1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1023_STAMPING: MYNARD NO 1 1947
 LF1023_MARK LOGO: CGS
 LF1023_PROJECTION: FLUSH
 LF1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1023+STABILITY: SURFACE MOTION
 LF1023
 LF1023  HISTORY     - Date     Condition        Report By
 LF1023  HISTORY     - 1947     MONUMENTED       CGS
 LF1023  HISTORY     - 1950     GOOD             CGS
 LF1023  HISTORY     - 1965     MARK NOT FOUND   CGS
 LF1023
 LF1023                          STATION DESCRIPTION
 LF1023
 LF1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1023'4.4 MI S FROM PLATTSMOUTH.
 LF1023'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1023'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.25 MILES EAST ALONG
 LF1023'A GRAVELED ROAD, 0.15 MILE EAST OF A SCHOOL WHICH IS ON THE NORTH
 LF1023'SIDE OF THE ROAD, JUST EAST OF THE EAST END OF A CEMETERY,
 LF1023'AT THE TOP OF A HILL, 76.9 FEET NORTHEAST OF TRIANGULATION
 LF1023'STATION MYNARD 1947, 91.7 FEET EAST OF MYNARD R.M. 2, 23 FEET NORTH
 LF1023'OF THE CENTER LINE OF THE ROAD, 0.6 FOOT SOUTH OF A FENCE, SET
 LF1023'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1023
 LF1023                          STATION RECOVERY (1965)
 LF1023
 LF1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LF1023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1024 ***********************************************************************
 LF1024  DESIGNATION -  MYNARD RM 2
 LF1024  PID         -  LF1024
 LF1024  STATE/COUNTY-  NE/CASS
 LF1024  COUNTRY     -  US
 LF1024  USGS QUAD   -  MURRAY (2017)
 LF1024
 LF1024                         *CURRENT SURVEY CONTROL
 LF1024  ______________________________________________________________________
 LF1024* NAD 83(1986) POSITION- 40 58 24.29   (N) 095 52 54.21   (W)   HD_HELD1
 LF1024* NAVD 88 ORTHO HEIGHT -   370.454 (meters)     1215.40  (feet) ADJUSTED
 LF1024  ______________________________________________________________________
 LF1024  GEOID HEIGHT    -        -27.451 (meters)                     GEOID18
 LF1024  DYNAMIC HEIGHT  -        370.297 (meters)     1214.88  (feet) COMP
 LF1024  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 LF1024
 LF1024  VERT ORDER      -  SECOND    CLASS 0
 LF1024
 LF1024.The horizontal coordinates were determined by differentially corrected
 LF1024.hand held GPS observations or other comparable positioning techniques
 LF1024.and have an estimated accuracy of +/- 3 meters.
 LF1024
 LF1024.The orthometric height was determined by differential leveling and
 LF1024.adjusted by the NATIONAL GEODETIC SURVEY
 LF1024.in June 1991.
 LF1024
 LF1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1024.GEOID18 height accuracy estimate available here.
 LF1024
 LF1024.Click photographs - Photos may exist for this station.
 LF1024
 LF1024.The dynamic height is computed by dividing the NAVD 88
 LF1024.geopotential number by the normal gravity value computed on the
 LF1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1024.degrees latitude (g = 980.6199 gals.).
 LF1024
 LF1024.The modeled gravity was interpolated from observed gravity values.
 LF1024
 LF1024;                    North         East    Units  Estimated Accuracy
 LF1024;SPC NE       -   134,830.8     846,396.5     MT  (+/- 3 meters HH1 GPS) 
 LF1024
 LF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5753039805(NAD 83)
 LF1024
 LF1024                          SUPERSEDED SURVEY CONTROL
 LF1024
 LF1024  NGVD 29 (??/??/92)  370.353  (m)         1215.07   (f) ADJ UNCH    2 0
 LF1024
 LF1024.Superseded values are not recommended for survey control.
 LF1024
 LF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1024.See file dsdata.pdf to determine how the superseded data were derived.
 LF1024
 LF1024_MARKER: DR = REFERENCE MARK DISK
 LF1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1024_STAMPING: MYNARD NO 2 1947
 LF1024_MARK LOGO: CGS
 LF1024_PROJECTION: FLUSH
 LF1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1024+STABILITY: SURFACE MOTION
 LF1024
 LF1024  HISTORY     - Date     Condition        Report By
 LF1024  HISTORY     - 1947     MONUMENTED       CGS
 LF1024  HISTORY     - 1950     GOOD             CGS
 LF1024  HISTORY     - 1965     MARK NOT FOUND   CGS
 LF1024
 LF1024                          STATION DESCRIPTION
 LF1024
 LF1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1024'4.4 MI S FROM PLATTSMOUTH.
 LF1024'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1024'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.25 MILES EAST
 LF1024'AND ALONG A GRAVELED ROAD, 0.15 MILE EAST OF A SCHOOL WHICH IS
 LF1024'ON THE NORTH SIDE OF THE ROAD, JUST EAST OF THE EAST END OF A
 LF1024'CEMETERY, AT THE TOP OF A HILL, 91.7 FEET WEST OF MYNARD R.M.
 LF1024'1, 62.2 FEET NORTHWEST OF TRIANGULATION STATION MYNARD 1947,
 LF1024'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT SOUTH
 LF1024'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LF1024'WITH THE GROUND.
 LF1024
 LF1024                          STATION RECOVERY (1965)
 LF1024
 LF1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LF1024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0972 ***********************************************************************
 LG0972  HT_MOD      -  This is a Height Modernization Survey Station.
 LG0972  DESIGNATION -  MYRA
 LG0972  PID         -  LG0972
 LG0972  STATE/COUNTY-  NE/OTOE
 LG0972  COUNTRY     -  US
 LG0972  USGS QUAD   -  UNADILLA (2017)
 LG0972
 LG0972                         *CURRENT SURVEY CONTROL
 LG0972  ______________________________________________________________________
 LG0972* NAD 83(2011) POSITION- 40 40 59.50243(N) 096 22 06.96404(W)   ADJUSTED
 LG0972* NAD 83(2011) ELLIP HT-   350.652 (meters)        (06/27/12)   ADJUSTED
 LG0972* NAD 83(2011) EPOCH   -  2010.00
 LG0972* NAVD 88 ORTHO HEIGHT -   377.31  (meters)     1237.9   (feet) GPS OBS
 LG0972  ______________________________________________________________________
 LG0972  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LG0972  GEOID HEIGHT    -        -26.643 (meters)                     GEOID99
 LG0972  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 LG0972  NAD 83(2011) X  -   -537,302.362 (meters)                     COMP
 LG0972  NAD 83(2011) Y  - -4,813,972.326 (meters)                     COMP
 LG0972  NAD 83(2011) Z  -  4,136,036.329 (meters)                     COMP
 LG0972  LAPLACE CORR    -         -8.48  (seconds)                    DEFLEC18
 LG0972
 LG0972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0972  Standards:
 LG0972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0972  -------------------------------------------------------------------
 LG0972  NETWORK    0.43   0.67           0.19   0.16   0.34     -0.00994306
 LG0972  -------------------------------------------------------------------
 LG0972  Click here for local accuracies and other accuracy information.
 LG0972
 LG0972.The horizontal coordinates were established by GPS observations
 LG0972.and adjusted by the National Geodetic Survey in June 2012.
 LG0972
 LG0972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0972.been affixed to the stable North American tectonic plate. See 
 LG0972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0972
 LG0972.The horizontal coordinates are valid at the epoch date displayed above
 LG0972.which is a decimal equivalence of Year/Month/Day.
 LG0972
 LG0972.The orthometric height was determined by GPS observations and a
 LG0972.high-resolution geoid model using precise GPS observation and
 LG0972.processing techniques.
 LG0972
 LG0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0972.GEOID18 height accuracy estimate available here.
 LG0972
 LG0972.Click photographs - Photos may exist for this station.
 LG0972
 LG0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0972
 LG0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0972
 LG0972.The ellipsoidal height was determined by GPS observations
 LG0972.and is referenced to NAD 83.
 LG0972
 LG0972. The following values were computed from the NAD 83(2011) position.
 LG0972
 LG0972;                    North         East     Units Scale Factor Converg.
 LG0972;SPC NE       -   100,803.567   806,822.980   MT  0.99976083   +2 24 23.5
 LG0972;SPC NE       -   330,719.70  2,647,051.73   sFT  0.99976083   +2 24 23.5
 LG0972;UTM  14      - 4,506,919.698   722,372.798   MT  1.00020870   +1 42 57.8
 LG0972
 LG0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0972!SPC NE       -   0.99994500  x   0.99976083  =   0.99970584
 LG0972!UTM  14      -   0.99994500  x   1.00020870  =   1.00015369
 LG0972
 LG0972:                Primary Azimuth Mark                     Grid Az
 LG0972:SPC NE       -  MYRA AZ MK                               178 04 51.1
 LG0972:UTM  14      -  MYRA AZ MK                               178 46 16.8
 LG0972
 LG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2237206919(NAD 83)
 LG0972
 LG0972|---------------------------------------------------------------------|
 LG0972| PID    Reference Object                     Distance      Geod. Az  |
 LG0972|                                                           dddmmss.s |
 LG0972| CL7963 MYRA RM 1                            16.925 METERS 00139     |
 LG0972| CL7964 MYRA RM 2                            15.928 METERS 17808     |
 LG0972| CL7962 MYRA AZ MK                                         1802914.6 |
 LG0972| LG0981 PALMYRA MUNICIPAL TANK              APPROX. 3.3 KM 3210509.6 |
 LG0972|---------------------------------------------------------------------|
 LG0972
 LG0972                          SUPERSEDED SURVEY CONTROL
 LG0972
 LG0972  NAD 83(2007)-  40 40 59.50244(N)    096 22 06.96450(W) AD(2002.00) 0
 LG0972  ELLIP H (02/10/07)  350.672  (m)                       GP(2002.00)    
 LG0972  NAD 83(1995)-  40 40 59.50231(N)    096 22 06.96394(W) AD(       ) B
 LG0972  ELLIP H (03/30/05)  350.640  (m)                       GP(       ) 3 1
 LG0972  NAD 83(1995)-  40 40 59.50363(N)    096 22 06.96337(W) AD(       ) 2
 LG0972  NAD 83(1986)-  40 40 59.51287(N)    096 22 06.96041(W) AD(       ) 2
 LG0972  NAD 27      -  40 40 59.51610(N)    096 22 05.92683(W) AD(       ) 2
 LG0972
 LG0972.Superseded values are not recommended for survey control.
 LG0972
 LG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0972.See file dsdata.pdf to determine how the superseded data were derived.
 LG0972
 LG0972_MARKER: DS = TRIANGULATION STATION DISK
 LG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0972_STAMPING: MYRA 1961
 LG0972_MARK LOGO: CGS
 LG0972_PROJECTION: PROJECTING 5 CENTIMETERS
 LG0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0972+STABILITY: SURFACE MOTION
 LG0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0972+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2020
 LG0972
 LG0972  HISTORY     - Date     Condition        Report By
 LG0972  HISTORY     - 1961     MONUMENTED       CGS
 LG0972  HISTORY     - 2002     GOOD             NEDR
 LG0972  HISTORY     - 20100105 GOOD             INDIV
 LG0972  HISTORY     - 20200220 GOOD             NEGS
 LG0972
 LG0972                          STATION DESCRIPTION
 LG0972
 LG0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0972'THE STATION IS 2 MILES SOUTHEAST OF PALMYRA, UPON THE EAST
 LG0972'RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 LG0972'
 LG0972'TO REACH THE STATION FROM THE POST OFFICE IN PALMYRA, DRIVE
 LG0972'EAST FOR 0.1 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND DRIVE
 LG0972'SOUTH FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 LG0972'DRIVE EAST FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT AND DRIVE
 LG0972'SOUTH FOR 0.45 MILE TO THE TOP OF A GRADE AND THE STATION ON THE
 LG0972'LEFT.
 LG0972'
 LG0972'SURFACE STATION MARK, A STANDARD DISK STAMPED MYRA 1961, IS SET
 LG0972'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 LG0972'INCHES ABOVE THE GROUND SURFACE.  IT IS 24.0 FEET EAST OF THE
 LG0972'CENTER OF THE ROAD, 9.0 FEET SOUTH OF THE SOUTH GATE POST, 6.0
 LG0972'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND 3.0 FEET
 LG0972'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 LG0972'
 LG0972'UNDERGROUND STATION MARK, A STANDARD DISK STAMPED MYRA 1961, IS
 LG0972'SET IN THE TOP OF A MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 LG0972'OF THE GROUND.
 LG0972'
 LG0972'REFERENCE MARK 1, A STANDARD DISK STAMPED MYRA NO 1 1961, IS
 LG0972'SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE AT THE
 LG0972'TOP, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.0
 LG0972'FEET EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF THE
 LG0972'EAST RIGHT-OF-WAY FENCE.
 LG0972'
 LG0972'REFERENCE MARK 2, A STANDARD DISK STAMPED MYRA NO 2 1961, IS
 LG0972'SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE AT THE
 LG0972'TOP, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0972'27.0 FEET EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF
 LG0972'THE EAST RIGHT-OF-WAY FENCE.
 LG0972'
 LG0972'AZIMUTH MARK, A STANDARD DISK STAMPED MYRA 1961, IS SET IN THE TOP
 LG0972'OF A CONCRETE MONUMENT, 8 INCHES SQUARE AT THE TOP, PROJECTING
 LG0972'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23.0 FEET WEST OF
 LG0972'THE CENTER OF THE NORTH-SOUTH ROAD, 1.5 FEET EAST OF WEST
 LG0972'RIGHT-OF-WAY FENCE AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST
 LG0972'WITH SIGN.
 LG0972'
 LG0972'THE PICTURE POINT IS THE T-INTERSECTION OF AN EAST-WEST FENCE
 LG0972'WITH THE WEST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD.
 LG0972
 LG0972                          STATION RECOVERY (2002)
 LG0972
 LG0972'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002 (DM)
 LG0972'THE STATION IS LOCATED 2 MILES SOUTHEAST OF PALMYRA, NE, UPON THE EAST
 LG0972'RIGHT-OF-WAY OF A  NORTH-SOUTH ROAD.
 LG0972'
 LG0972'TO REACH THE STATION FROM THE INTERSECTION OF 5TH STREET AND AST= SPUR
 LG0972'66A IN PALMYRA,  NE. GO SOUTH ON SPUR 66A APPROX. 1.0 MILE TO
 LG0972'INTERSECTION OF CO. RD. G= GILES RD. TURN LEFT  (EAST) ON G AND GO
 LG0972'APPROX. 0.99 MILES TO INTERSECTION OF G AND CO. RD. 10, TURN RIGHT
 LG0972'(SOUTH) AND FOLLOW CO. RD. 10 APPOX. 0.44 MILES TO POINT NEAR FARM
 LG0972'DRIVE SOUTH EAST.
 LG0972'
 LG0972'THE MARK IS NEAR THE SW. CORNER OF SECTION 1, T-8-N, R-9-E.
 LG0972'
 LG0972'THE STATION IS 19.0 EAST OF CENTERLINE OF CO. RD. 10, 51.87 FEET SE OF
 LG0972'NAIL IN TOP OF FENCE  POST, 21.0 FEET SOUTH OF CENTERLINE OF FARM
 LG0972'DRIVE SE. HALL 255B, 1.0 FEET WEST OF BOTTOM OF  FIBERGLASS WITNESS
 LG0972'POST, 26.40 FEET NW OF NAIL IN POWER POLE, 52.49 FEET NORTH OF
 LG0972'REFERENCE MARK 2, 58.64 FEET NE OF NAIL IN TOP GATE POST.
 LG0972
 LG0972                          STATION RECOVERY (2010)
 LG0972
 LG0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LG0972'RECOVERED AS DESCRIBED
 LG0972
 LG0972                          STATION RECOVERY (2020)
 LG0972
 LG0972'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG0972'TO REACH FROM THE JUNCTION OF HIGHWAY 2 AND SPUR 66A, NORTHEAST OF
 LG0972'PALMYRA NORTHEAST, GO SOUTH ON SPUR 66A APPROXIMATELY 1.50 MI (2.41
 LG0972'KM) TO THE T-INTERSECTION OF SPUR 66A AND GILES (CO, RD.), GO EAST ON
 LG0972'GILES APPROXIMATELY 1.00 MI (1.61 KM) TO A RIGHT TURN IN THE ROAD.
 LG0972'TURN RIGHT AND PROCEED SOUTH APPROXIMATELY 0.45 MI (0.72 KM) TO THE
 LG0972'BENCH MARK ON THE LEFT (EAST), NEAR THE ENTRANCE TO A FARM DRIVE (HALL
 LG0972'296).
 LG0972'
 LG0972'IT IS 52.5 FT (16.0 M) NORTH OF REFERENCE MARK 2, 26.4 FT (8.0 M)
 LG0972'NORTHWEST OF NAIL IN A POWER POLE, 21.0 FT (6.4 M) SOUTH OF THE
 LG0972'CENTERLINE OF FARM DRIVE (HALL, 296) AND 1.0 FT (0.3 M) WEST OF A
 LG0972'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0046 ***********************************************************************
 LH0046  DESIGNATION -  N
 LH0046  PID         -  LH0046
 LH0046  STATE/COUNTY-  NE/HALL
 LH0046  COUNTRY     -  US
 LH0046  USGS QUAD   -  DONIPHAN (2017)
 LH0046
 LH0046                         *CURRENT SURVEY CONTROL
 LH0046  ______________________________________________________________________
 LH0046* NAD 83(1986) POSITION- 40 50 43.     (N) 098 22 06.     (W)   SCALED
 LH0046* NAVD 88 ORTHO HEIGHT -   571.137 (meters)     1873.81  (feet) ADJUSTED
 LH0046  ______________________________________________________________________
 LH0046  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 LH0046  DYNAMIC HEIGHT  -        570.833 (meters)     1872.81  (feet) COMP
 LH0046  MODELED GRAVITY -    980,073.5   (mgal)                       NAVD 88
 LH0046
 LH0046  VERT ORDER      -  FIRST     CLASS II
 LH0046
 LH0046.The horizontal coordinates were scaled from a map and have
 LH0046.an estimated accuracy of +/- 6 seconds.
 LH0046
 LH0046.The orthometric height was determined by differential leveling and
 LH0046.adjusted by the NATIONAL GEODETIC SURVEY
 LH0046.in June 1991.
 LH0046
 LH0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0046.GEOID18 height accuracy estimate available here.
 LH0046
 LH0046.Click photographs - Photos may exist for this station.
 LH0046
 LH0046.The dynamic height is computed by dividing the NAVD 88
 LH0046.geopotential number by the normal gravity value computed on the
 LH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0046.degrees latitude (g = 980.6199 gals.).
 LH0046
 LH0046.The modeled gravity was interpolated from observed gravity values.
 LH0046
 LH0046;                    North         East    Units  Estimated Accuracy
 LH0046;SPC NE       -   113,650.      637,560.      MT  (+/- 180 meters Scaled)
 LH0046
 LH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532217(NAD 83)
 LH0046
 LH0046                          SUPERSEDED SURVEY CONTROL
 LH0046
 LH0046  NGVD 29 (??/??/92)  570.894  (m)         1873.01   (f) ADJ UNCH    1 2
 LH0046
 LH0046.Superseded values are not recommended for survey control.
 LH0046
 LH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0046.See file dsdata.pdf to determine how the superseded data were derived.
 LH0046
 LH0046_MARKER: Q = CHISELED SQUARE
 LH0046_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0046
 LH0046  HISTORY     - Date     Condition        Report By
 LH0046  HISTORY     - 1899     MONUMENTED       CGS
 LH0046  HISTORY     - 1947     GOOD             CGS
 LH0046
 LH0046                          STATION DESCRIPTION
 LH0046
 LH0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0046'5.1 MI N FROM DONIPHAN.
 LH0046'5.1 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0046'AT DONIPHAN, AT A ROAD CROSSING, 411.0 FEET NORTH OF THE CENTER
 LH0046'LINE OF THE ROAD, 80.5 FEET EAST OF A FENCE, 58.5 FEET WEST OF
 LH0046'THE WEST RAIL OF THE MAIN TRACK, 27.0 FEET NORTH OF A POINT
 LH0046'52.0 FEET WEST OF A RAILWAY SWITCH AT THE NORTH END OF THE SIDING
 LH0046'AT RIVER, 8.0 FEET SOUTH OF A POINT 100.8 FEET WEST OF THE TWELFTH
 LH0046'POLE NORTH OF MILEPOST 245, 3.0 FEET NORTH OF A REFERENCE
 LH0046'POST, THE BOTTOM OF A CHISELED SQUARE, SURROUNDED BY THE LETTERS
 LH0046'USBM CUT IN THE TOP OF A LIMESTONE POST AND PROJECTS 0.1 FOOT
 LH0046'ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1222 ***********************************************************************
 NM1222  DESIGNATION -  N 1
 NM1222  PID         -  NM1222
 NM1222  STATE/COUNTY-  NE/MADISON
 NM1222  COUNTRY     -  US
 NM1222  USGS QUAD   -  NORFOLK (2017)
 NM1222
 NM1222                         *CURRENT SURVEY CONTROL
 NM1222  ______________________________________________________________________
 NM1222* NAD 83(1986) POSITION- 42 00 50.     (N) 097 26 05.     (W)   SCALED
 NM1222* NAVD 88 ORTHO HEIGHT -   463.832 (meters)     1521.76  (feet) ADJUSTED
 NM1222  ______________________________________________________________________
 NM1222  GEOID HEIGHT    -        -24.789 (meters)                     GEOID18
 NM1222  DYNAMIC HEIGHT  -        463.650 (meters)     1521.16  (feet) COMP
 NM1222  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 NM1222
 NM1222  VERT ORDER      -  FIRST     CLASS II
 NM1222
 NM1222.The horizontal coordinates were scaled from a map and have
 NM1222.an estimated accuracy of +/- 6 seconds.
 NM1222
 NM1222.The orthometric height was determined by differential leveling and
 NM1222.adjusted by the NATIONAL GEODETIC SURVEY
 NM1222.in June 1991.
 NM1222
 NM1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1222.GEOID18 height accuracy estimate available here.
 NM1222
 NM1222.Click photographs - Photos may exist for this station.
 NM1222
 NM1222.The dynamic height is computed by dividing the NAVD 88
 NM1222.geopotential number by the normal gravity value computed on the
 NM1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1222.degrees latitude (g = 980.6199 gals.).
 NM1222
 NM1222.The modeled gravity was interpolated from observed gravity values.
 NM1222
 NM1222;                    North         East    Units  Estimated Accuracy
 NM1222;SPC NE       -   245,250.      712,390.      MT  (+/- 180 meters Scaled)
 NM1222
 NM1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM296525(NAD 83)
 NM1222
 NM1222                          SUPERSEDED SURVEY CONTROL
 NM1222
 NM1222  NGVD 29 (??/??/92)  463.654  (m)         1521.17   (f) ADJ UNCH    1 2
 NM1222
 NM1222.Superseded values are not recommended for survey control.
 NM1222
 NM1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1222.See file dsdata.pdf to determine how the superseded data were derived.
 NM1222
 NM1222_MARKER: H = DRILL HOLE
 NM1222_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1222+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2015
 NM1222
 NM1222  HISTORY     - Date     Condition        Report By
 NM1222  HISTORY     - 1899     MONUMENTED       CGS
 NM1222  HISTORY     - 1940     GOOD             CGS
 NM1222  HISTORY     - 1953     GOOD             CGS
 NM1222  HISTORY     - 1972     GOOD             LOCSUR
 NM1222  HISTORY     - 20150125 GOOD             NEDR
 NM1222
 NM1222                          STATION DESCRIPTION
 NM1222
 NM1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1222'1.5 MI S FROM NORFOLK.
 NM1222'1.5 MI S ALONG THE UNION PACIFIC RR FROM THE STATION AT NORFOLK,
 NM1222'MADISON COUNTY, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 NM1222'RAILWAY, 53 FT W OF THE CENTER LINE OF THE UPRR TRACK, 39.2 FT
 NM1222'N OF THE CENTER LINE OF THE C AND N W RY TRACK, AND 2.6 FT S
 NM1222'OF A WHITE WOODEN WITNESS POST.  THE BOTTOM OF A SQUARE HOLE,
 NM1222'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A STONE POST
 NM1222'PROJECTING 0.2 FOOT ABOVE GROUND.
 NM1222
 NM1222                          STATION RECOVERY (1953)
 NM1222
 NM1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 NM1222'RECOVERED IN GOOD CONDITION.
 NM1222
 NM1222                          STATION RECOVERY (1972)
 NM1222
 NM1222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1222'RECOVERED IN GOOD CONDITION.
 NM1222
 NM1222                          STATION RECOVERY (2015)
 NM1222
 NM1222'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2015 (GAT)
 NM1222'FROM JCT. HWYS 275/81 THENCE SOUTH ON HWY 81 .5 MILES, THENCE WEST ON
 NM1222'MONROE AVE .25 MILES THENCE NORTH .23 MILES TO CHICAGO NORTHWESTERN
 NM1222'RAILROAD THENCE WEST ABOUT 875 FEET TO MARK WHICH IS 38.6 FEET NORTH
 NM1222'OF CENTERLINE C/NW RAILROAD.
 NM1222'53 FEET NORTHWEST AND PERPENDICULAR TO CENTERLINE ABANDON UPRR TRACK,
 NM1222'12.7 FEET SOUTH OF CHAIN LINK FENCE, 13.9 FEET NORTHWEST TO 2.5 INCH
 NM1222'CORNER POST OF CHAIN LINK FENCE, 39.2 FEET WEST NORTHWEST TO 2.5 INCH
 NM1222'GATES POST, EAST 116.4 FEET TO NGS CAP H 212.
 NM1222'MARK IS .2 FEET BELOW GROUND AND I SET A 3/8 INCH REBAR NEXT TO MARK
 NM1222'WHICH WAS FOUND BY ALLEN PETERS AND GENE THOMSEN
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0127 ***********************************************************************
 MN0127  DESIGNATION -  N 10
 MN0127  PID         -  MN0127
 MN0127  STATE/COUNTY-  NE/MORRILL
 MN0127  COUNTRY     -  US
 MN0127  USGS QUAD   -  COWBOY HILL (2017)
 MN0127
 MN0127                         *CURRENT SURVEY CONTROL
 MN0127  ______________________________________________________________________
 MN0127* NAD 83(1986) POSITION- 41 59 33.     (N) 102 57 26.     (W)   SCALED
 MN0127* NAVD 88 ORTHO HEIGHT -  1244.389 (meters)     4082.63  (feet) ADJUSTED
 MN0127  ______________________________________________________________________
 MN0127  GEOID HEIGHT    -        -18.875 (meters)                     GEOID18
 MN0127  DYNAMIC HEIGHT  -       1243.633 (meters)     4080.15  (feet) COMP
 MN0127  MODELED GRAVITY -    979,971.5   (mgal)                       NAVD 88
 MN0127
 MN0127  VERT ORDER      -  FIRST     CLASS II
 MN0127
 MN0127.The horizontal coordinates were scaled from a map and have
 MN0127.an estimated accuracy of +/- 6 seconds.
 MN0127
 MN0127.The orthometric height was determined by differential leveling and
 MN0127.adjusted by the NATIONAL GEODETIC SURVEY
 MN0127.in June 1991.
 MN0127
 MN0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0127.GEOID18 height accuracy estimate available here.
 MN0127
 MN0127.Click photographs - Photos may exist for this station.
 MN0127
 MN0127.The dynamic height is computed by dividing the NAVD 88
 MN0127.geopotential number by the normal gravity value computed on the
 MN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0127.degrees latitude (g = 980.6199 gals.).
 MN0127
 MN0127.The modeled gravity was interpolated from observed gravity values.
 MN0127
 MN0127;                    North         East    Units  Estimated Accuracy
 MN0127;SPC NE       -   243,910.      255,090.      MT  (+/- 180 meters Scaled)
 MN0127
 MN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG692509(NAD 83)
 MN0127
 MN0127                          SUPERSEDED SURVEY CONTROL
 MN0127
 MN0127  NGVD 29 (??/??/92) 1243.784  (m)         4080.65   (f) ADJ UNCH    1 2
 MN0127
 MN0127.Superseded values are not recommended for survey control.
 MN0127
 MN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0127.See file dsdata.pdf to determine how the superseded data were derived.
 MN0127
 MN0127_MARKER: DB = BENCH MARK DISK
 MN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0127_STAMPING: N 10 1933 4080.405
 MN0127_MARK LOGO: CGS
 MN0127_PROJECTION: RECESSED 2 CENTIMETERS
 MN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0127+STABILITY: SURFACE MOTION
 MN0127
 MN0127  HISTORY     - Date     Condition        Report By
 MN0127  HISTORY     - 1933     MONUMENTED       CGS
 MN0127  HISTORY     - 1956     GOOD             CGS
 MN0127  HISTORY     - 1985     GOOD             NGS
 MN0127
 MN0127                          STATION DESCRIPTION
 MN0127
 MN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0127'8.6 MI SW FROM ALLIANCE.
 MN0127'8.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0127'RAILROAD FROM THE STATION AT ALLIANCE, 0.7 MILE SOUTH OF THE
 MN0127'BOX BUTTE AND MORRILL COUNTY LINE, 0.6 MILE SOUTH OF MILEPOST
 MN0127'8, AT AN ABANDONED ROAD CROSSING, 74.5 FEET EAST OF THE CENTER
 MN0127'LINE OF STATE HIGHWAY 19, 55.2 FEET WEST OF THE WEST RAIL, 5
 MN0127'FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 MN0127'POLES, 2 FEET SOUTH OF A WITNESS POST, 14 FEET SOUTH OF THE
 MN0127'CENTER LINE OF AN ABANDONED ROAD, SET IN THE TOP OF A CONCRETE
 MN0127'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND, IN THE
 MN0127'SOUTHEAST 1/4 OF SECTION 2, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0127
 MN0127                          STATION RECOVERY (1985)
 MN0127
 MN0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0127'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.84 KM (8.6
 MN0127'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 MN0127'AT ALLIANCE, 1.13 KM (0.7 MI) SOUTH OF THE BOX BUTTE-MORRILL COUNTY
 MN0127'LINE, 0.64 KM (0.4 MI) NORTHEAST OF RAILROAD MILEPOLE 9 AT AN
 MN0127'ABANDONED ROAD CROSSING, 16.83 METERS (55.2 FT) WEST OF THE WEST RAIL,
 MN0127'68.29 METERS (224 FT) EAST OF THE CENTER OF US HIGHWAY 395, 22.71
 MN0127'METERS (74.5 FT) EAST OF THE CENTER OF THE ABANDONED HIGHWAY, 4.27
 MN0127'METERS (14 FT) SOUTH OF THE CENTER OF THE ABANDONED ROAD AND 0.61
 MN0127'METER (2 FT) SOUTH OF A WOODEN WITNESS POST.
 MN0127'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 MN0127'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0370 ***********************************************************************
 NP0370  DESIGNATION -  N 11
 NP0370  PID         -  NP0370
 NP0370  STATE/COUNTY-  NE/DAWES
 NP0370  COUNTRY     -  US
 NP0370  USGS QUAD   -  MARSLAND (2017)
 NP0370
 NP0370                         *CURRENT SURVEY CONTROL
 NP0370  ______________________________________________________________________
 NP0370* NAD 83(1986) POSITION- 42 27 57.     (N) 103 17 52.     (W)   SCALED
 NP0370* NAVD 88 ORTHO HEIGHT -  1284.135 (meters)     4213.03  (feet) ADJUSTED
 NP0370  ______________________________________________________________________
 NP0370  GEOID HEIGHT    -        -18.035 (meters)                     GEOID18
 NP0370  DYNAMIC HEIGHT  -       1283.374 (meters)     4210.54  (feet) COMP
 NP0370  MODELED GRAVITY -    979,984.2   (mgal)                       NAVD 88
 NP0370
 NP0370  VERT ORDER      -  FIRST     CLASS II
 NP0370
 NP0370.The horizontal coordinates were scaled from a map and have
 NP0370.an estimated accuracy of +/- 6 seconds.
 NP0370
 NP0370.The orthometric height was determined by differential leveling and
 NP0370.adjusted by the NATIONAL GEODETIC SURVEY
 NP0370.in June 1991.
 NP0370
 NP0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0370.GEOID18 height accuracy estimate available here.
 NP0370
 NP0370.Click photographs - Photos may exist for this station.
 NP0370
 NP0370.The dynamic height is computed by dividing the NAVD 88
 NP0370.geopotential number by the normal gravity value computed on the
 NP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0370.degrees latitude (g = 980.6199 gals.).
 NP0370
 NP0370.The modeled gravity was interpolated from observed gravity values.
 NP0370
 NP0370;                    North         East    Units  Estimated Accuracy
 NP0370;SPC NE       -   297,460.      228,900.      MT  (+/- 180 meters Scaled)
 NP0370
 NP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399029(NAD 83)
 NP0370
 NP0370                          SUPERSEDED SURVEY CONTROL
 NP0370
 NP0370  NGVD 29 (??/??/92) 1283.470  (m)         4210.85   (f) ADJ UNCH    1 2
 NP0370
 NP0370.Superseded values are not recommended for survey control.
 NP0370
 NP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0370.See file dsdata.pdf to determine how the superseded data were derived.
 NP0370
 NP0370_MARKER: DB = BENCH MARK DISK
 NP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0370_STAMPING: N 11 1933 4210.477
 NP0370_MARK LOGO: CGS
 NP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0370+STABILITY: SURFACE MOTION
 NP0370
 NP0370  HISTORY     - Date     Condition        Report By
 NP0370  HISTORY     - 1933     MONUMENTED       CGS
 NP0370  HISTORY     - 1956     GOOD             CGS
 NP0370  HISTORY     - 1985     GOOD             NGS
 NP0370
 NP0370                          STATION DESCRIPTION
 NP0370
 NP0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0370'1.4 MI N FROM MARSLAND.
 NP0370'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0370'RAILROAD FROM THE STATION SIGN AT MARSLAND, 96 FEET SOUTHWEST
 NP0370'OF MILEPOST 402, 44.5 FEET WEST OF THE WEST RAIL, 19 FEET
 NP0370'SOUTH OF THE CENTER OF A STEEL GATE, 2.5 FEET EAST OF A FENCE,
 NP0370'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0370'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0370'1/4 OF SECTION 27, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0370
 NP0370                          STATION RECOVERY (1985)
 NP0370
 NP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0370'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0370'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 2.41 KM
 NP0370'(1.5 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0189 ***********************************************************************
 LH0189  DESIGNATION -  N 117
 LH0189  PID         -  LH0189
 LH0189  STATE/COUNTY-  NE/HALL
 LH0189  COUNTRY     -  US
 LH0189  USGS QUAD   -  GRAND ISLAND (2017)
 LH0189
 LH0189                         *CURRENT SURVEY CONTROL
 LH0189  ______________________________________________________________________
 LH0189* NAD 83(1986) POSITION- 40 59 20.     (N) 098 20 09.     (W)   SCALED
 LH0189* NAVD 88 ORTHO HEIGHT -   562.047 (meters)     1843.98  (feet) ADJUSTED
 LH0189  ______________________________________________________________________
 LH0189  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 LH0189  DYNAMIC HEIGHT  -        561.752 (meters)     1843.01  (feet) COMP
 LH0189  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LH0189
 LH0189  VERT ORDER      -  SECOND    CLASS 0
 LH0189
 LH0189.The horizontal coordinates were scaled from a map and have
 LH0189.an estimated accuracy of +/- 6 seconds.
 LH0189
 LH0189.The orthometric height was determined by differential leveling and
 LH0189.adjusted by the NATIONAL GEODETIC SURVEY
 LH0189.in June 1991.
 LH0189
 LH0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0189.GEOID18 height accuracy estimate available here.
 LH0189
 LH0189.Click photographs - Photos may exist for this station.
 LH0189
 LH0189.The dynamic height is computed by dividing the NAVD 88
 LH0189.geopotential number by the normal gravity value computed on the
 LH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0189.degrees latitude (g = 980.6199 gals.).
 LH0189
 LH0189.The modeled gravity was interpolated from observed gravity values.
 LH0189
 LH0189;                    North         East    Units  Estimated Accuracy
 LH0189;SPC NE       -   129,650.      639,990.      MT  (+/- 180 meters Scaled)
 LH0189
 LH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL558377(NAD 83)
 LH0189
 LH0189                          SUPERSEDED SURVEY CONTROL
 LH0189
 LH0189  NGVD 29 (??/??/92)  561.813  (m)         1843.21   (f) ADJ UNCH    2 0
 LH0189
 LH0189.Superseded values are not recommended for survey control.
 LH0189
 LH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0189.See file dsdata.pdf to determine how the superseded data were derived.
 LH0189
 LH0189_MARKER: DB = BENCH MARK DISK
 LH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0189_STAMPING: N 117 1935
 LH0189_MARK LOGO: CGS
 LH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0189+STABILITY: SURFACE MOTION
 LH0189
 LH0189  HISTORY     - Date     Condition        Report By
 LH0189  HISTORY     - 1935     MONUMENTED       CGS
 LH0189  HISTORY     - 1950     GOOD             CGS
 LH0189
 LH0189                          STATION DESCRIPTION
 LH0189
 LH0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0189'4.6 MI N FROM GRAND ISLAND.
 LH0189'4.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0189'AT GRAND ISLAND, HALL COUNTY, AT MILEAGE 4.60, 88 FEET NORTHEAST
 LH0189'OF THE CENTER LINE OF A CATTLE GUARD, AT A ROAD CROSSING, 47 FEET
 LH0189'EAST OF THE EAST RAIL, 44 FEET NORTH OF THE CENTER LINE OF THE
 LH0189'EAST-AND-WEST ROAD, AND 7 FEET WEST OF THE EAST RIGHT-OF-WAY
 LH0189'FENCE.  A STANDARD DISK, STAMPED N 117 1935 AND SET IN THE TOP
 LH0189'OF A CONCRETE POST.
 LH0189
 LH0189                          STATION RECOVERY (1950)
 LH0189
 LH0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0081 ***********************************************************************
 ML0081  DESIGNATION -  N 118
 ML0081  PID         -  ML0081
 ML0081  STATE/COUNTY-  NE/GREELEY
 ML0081  COUNTRY     -  US
 ML0081  USGS QUAD   -  SPALDING (2017)
 ML0081
 ML0081                         *CURRENT SURVEY CONTROL
 ML0081  ______________________________________________________________________
 ML0081* NAD 83(1986) POSITION- 41 38 02.     (N) 098 22 05.     (W)   SCALED
 ML0081* NAVD 88 ORTHO HEIGHT -   589.622 (meters)     1934.45  (feet) ADJUSTED
 ML0081  ______________________________________________________________________
 ML0081  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 ML0081  DYNAMIC HEIGHT  -        589.339 (meters)     1933.52  (feet) COMP
 ML0081  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 ML0081
 ML0081  VERT ORDER      -  SECOND    CLASS 0
 ML0081
 ML0081.The horizontal coordinates were scaled from a map and have
 ML0081.an estimated accuracy of +/- 6 seconds.
 ML0081
 ML0081.The orthometric height was determined by differential leveling and
 ML0081.adjusted by the NATIONAL GEODETIC SURVEY
 ML0081.in June 1991.
 ML0081
 ML0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0081.GEOID18 height accuracy estimate available here.
 ML0081
 ML0081.Click photographs - Photos may exist for this station.
 ML0081
 ML0081.The dynamic height is computed by dividing the NAVD 88
 ML0081.geopotential number by the normal gravity value computed on the
 ML0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0081.degrees latitude (g = 980.6199 gals.).
 ML0081
 ML0081.The modeled gravity was interpolated from observed gravity values.
 ML0081
 ML0081;                    North         East    Units  Estimated Accuracy
 ML0081;SPC NE       -   201,190.      635,930.      MT  (+/- 180 meters Scaled)
 ML0081
 ML0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526093(NAD 83)
 ML0081
 ML0081                          SUPERSEDED SURVEY CONTROL
 ML0081
 ML0081  NGVD 29 (??/??/92)  589.381  (m)         1933.66   (f) ADJ UNCH    2 0
 ML0081
 ML0081.Superseded values are not recommended for survey control.
 ML0081
 ML0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0081.See file dsdata.pdf to determine how the superseded data were derived.
 ML0081
 ML0081_MARKER: DB = BENCH MARK DISK
 ML0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0081_STAMPING: N 118 1935
 ML0081_MARK LOGO: CGS
 ML0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0081+STABILITY: SURFACE MOTION
 ML0081
 ML0081  HISTORY     - Date     Condition        Report By
 ML0081  HISTORY     - 1935     MONUMENTED       CGS
 ML0081
 ML0081                          STATION DESCRIPTION
 ML0081
 ML0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0081'3.5 MI S FROM SPALDING.
 ML0081'3.5 MILES SOUTH OF POST OFFICE.  3.7 MI S OF UP RY STA.  ALONG
 ML0081'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, IN THE
 ML0081'NORTHEAST CORNER OF A SMALL ORCHARD, 37.2 FEET WEST OF THE
 ML0081'CENTER LINE OF THE HIGHWAY, 4.4 FEET WEST OF THE RIGHT OF WAY
 ML0081'FENCE, 1.0 FEET SOUTH OF THE LINE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0081 ***********************************************************************
 MM0081  DESIGNATION -  N 119
 MM0081  PID         -  MM0081
 MM0081  STATE/COUNTY-  NE/CUSTER
 MM0081  COUNTRY     -  US
 MM0081  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0081
 MM0081                         *CURRENT SURVEY CONTROL
 MM0081  ______________________________________________________________________
 MM0081* NAD 83(1986) POSITION- 41 04 08.     (N) 100 10 52.     (W)   SCALED
 MM0081* NAVD 88 ORTHO HEIGHT -   863.894 (meters)     2834.29  (feet) ADJUSTED
 MM0081  ______________________________________________________________________
 MM0081  GEOID HEIGHT    -        -22.675 (meters)                     GEOID18
 MM0081  DYNAMIC HEIGHT  -        863.398 (meters)     2832.66  (feet) COMP
 MM0081  MODELED GRAVITY -    980,020.4   (mgal)                       NAVD 88
 MM0081
 MM0081  VERT ORDER      -  SECOND    CLASS 0
 MM0081
 MM0081.The horizontal coordinates were scaled from a map and have
 MM0081.an estimated accuracy of +/- 6 seconds.
 MM0081
 MM0081.The orthometric height was determined by differential leveling and
 MM0081.adjusted by the NATIONAL GEODETIC SURVEY
 MM0081.in June 1991.
 MM0081
 MM0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0081.GEOID18 height accuracy estimate available here.
 MM0081
 MM0081.Click photographs - Photos may exist for this station.
 MM0081
 MM0081.The dynamic height is computed by dividing the NAVD 88
 MM0081.geopotential number by the normal gravity value computed on the
 MM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0081.degrees latitude (g = 980.6199 gals.).
 MM0081
 MM0081.The modeled gravity was interpolated from observed gravity values.
 MM0081
 MM0081;                    North         East    Units  Estimated Accuracy
 MM0081;SPC NE       -   137,200.      484,780.      MT  (+/- 180 meters Scaled)
 MM0081
 MM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML007470(NAD 83)
 MM0081
 MM0081                          SUPERSEDED SURVEY CONTROL
 MM0081
 MM0081  NGVD 29 (??/??/92)  863.617  (m)         2833.38   (f) ADJ UNCH    2 0
 MM0081
 MM0081.Superseded values are not recommended for survey control.
 MM0081
 MM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0081.See file dsdata.pdf to determine how the superseded data were derived.
 MM0081
 MM0081_MARKER: DB = BENCH MARK DISK
 MM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0081_STAMPING: N 119 1934
 MM0081_MARK LOGO: CGS
 MM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0081+STABILITY: SURFACE MOTION
 MM0081
 MM0081  HISTORY     - Date     Condition        Report By
 MM0081  HISTORY     - 1934     MONUMENTED       CGS
 MM0081  HISTORY     - 1942     GOOD             CGS
 MM0081  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0081  HISTORY     - 20100907 MARK NOT FOUND   NEGS
 MM0081
 MM0081                          STATION DESCRIPTION
 MM0081
 MM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MM0081'10.2 MI N FROM GOTHENBURG.
 MM0081'IN CUSTER COUNTY, 10.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0081'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, AT A FLAT STRETCH
 MM0081'BETWEEN TWO HILLS, ABOUT 85 YARDS SOUTH OF A FENCE LEADING
 MM0081'EAST, AND 31.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0081'STANDARD DISK, STAMPED N 119 1934 AND SET IN THE TOP OF A
 MM0081'CONCRETE POST.  NOTE-- AT THE EDGE OF A PLOWED FIELD, THE POST
 MM0081'LEANS 2 DEGREES WEST.
 MM0081
 MM0081                          STATION RECOVERY (1972)
 MM0081
 MM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0081'MARK NOT FOUND.
 MM0081
 MM0081                          STATION RECOVERY (2010)
 MM0081
 MM0081'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0017 ***********************************************************************
 LG0017  DESIGNATION -  N 12
 LG0017  PID         -  LG0017
 LG0017  STATE/COUNTY-  NE/OTOE
 LG0017  COUNTRY     -  US
 LG0017  USGS QUAD   -  SYRACUSE (2017)
 LG0017
 LG0017                         *CURRENT SURVEY CONTROL
 LG0017  ______________________________________________________________________
 LG0017* NAD 83(1986) POSITION- 40 39 24.18   (N) 096 11 15.48   (W)   HD_HELD1
 LG0017* NAVD 88 ORTHO HEIGHT -   318.703 (meters)     1045.61  (feet) ADJUSTED
 LG0017  ______________________________________________________________________
 LG0017  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 LG0017  DYNAMIC HEIGHT  -        318.544 (meters)     1045.09  (feet) COMP
 LG0017  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LG0017
 LG0017  VERT ORDER      -  FIRST     CLASS II
 LG0017
 LG0017.The horizontal coordinates were determined by differentially corrected
 LG0017.hand held GPS observations or other comparable positioning techniques
 LG0017.and have an estimated accuracy of +/- 3 meters.
 LG0017
 LG0017.The orthometric height was determined by differential leveling and
 LG0017.adjusted by the NATIONAL GEODETIC SURVEY
 LG0017.in June 1991.
 LG0017
 LG0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0017.GEOID18 height accuracy estimate available here.
 LG0017
 LG0017.Click photographs - Photos may exist for this station.
 LG0017
 LG0017.The dynamic height is computed by dividing the NAVD 88
 LG0017.geopotential number by the normal gravity value computed on the
 LG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0017.degrees latitude (g = 980.6199 gals.).
 LG0017
 LG0017.The modeled gravity was interpolated from observed gravity values.
 LG0017
 LG0017;                    North         East    Units  Estimated Accuracy
 LG0017;SPC NE       -    98,525.0     822,233.2     MT  (+/- 3 meters HH1 GPS) 
 LG0017
 LG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3776104453(NAD 83)
 LG0017
 LG0017                          SUPERSEDED SURVEY CONTROL
 LG0017
 LG0017  NGVD 29 (??/??/92)  318.592  (m)         1045.25   (f) ADJ UNCH    1 2
 LG0017
 LG0017.Superseded values are not recommended for survey control.
 LG0017
 LG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0017.See file dsdata.pdf to determine how the superseded data were derived.
 LG0017
 LG0017_MARKER: DB = BENCH MARK DISK
 LG0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0017_STAMPING: N 12 1933 1044.742
 LG0017_MARK LOGO: CGS
 LG0017_PROJECTION: RECESSED 3 CENTIMETERS
 LG0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0017+STABILITY: SURFACE MOTION
 LG0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0017+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2019
 LG0017
 LG0017  HISTORY     - Date     Condition        Report By
 LG0017  HISTORY     - 1933     MONUMENTED       CGS
 LG0017  HISTORY     - 1940     GOOD             CGS
 LG0017  HISTORY     - 19911022 GOOD             NGS
 LG0017  HISTORY     - 20191003 GOOD             JORSUR
 LG0017
 LG0017                          STATION DESCRIPTION
 LG0017
 LG0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0017'AT SYRACUSE.
 LG0017'AT SYRACUSE, OTOE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0017'RAILROAD, 800 FEET WEST OF THE STATION, 457 FEET EAST OF THE WEST
 LG0017'SWITCH, AT THE MOHAWK STREET CROSSING, 46 FEET WEST OF THE
 LG0017'CENTERLINE OF THE STREET, 32.6 FEET SOUTH OF THE CENTERLINE OF THE
 LG0017'TRACK, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0017'DISK, STAMPED 1044.742 N 12 1933 AND SET IN THE TOP OF A CONCRETE
 LG0017'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0017
 LG0017                          STATION RECOVERY (1991)
 LG0017
 LG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0017'IN SYRACUSE, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0017'AND MOHAWK STREET, 13.8 M (45.3 FT) WEST OF AND LEVEL WITH THE STREET
 LG0017'CENTER, 10.2 M (33.5 FT) NORTHWEST OF A UTILITY LIGHT POLE WITH A GUY
 LG0017'CABLE AND A METER BOX ATTACHED, 9.2 M (30.2 FT) SOUTHWEST OF THE NEAR
 LG0017'RAIL, 4.5 M (14.8 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 LG0017'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LG0017
 LG0017                          STATION RECOVERY (2019)
 LG0017
 LG0017'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0041 ***********************************************************************
 MM0041  DESIGNATION -  N 120
 MM0041  PID         -  MM0041
 MM0041  STATE/COUNTY-  NE/LOGAN
 MM0041  COUNTRY     -  US
 MM0041  USGS QUAD   -  LOGAN (2017)
 MM0041
 MM0041                         *CURRENT SURVEY CONTROL
 MM0041  ______________________________________________________________________
 MM0041* NAD 83(1986) POSITION- 41 27 25.     (N) 100 15 09.     (W)   SCALED
 MM0041* NAVD 88 ORTHO HEIGHT -   837.172 (meters)     2746.62  (feet) ADJUSTED
 MM0041  ______________________________________________________________________
 MM0041  GEOID HEIGHT    -        -21.888 (meters)                     GEOID18
 MM0041  DYNAMIC HEIGHT  -        836.731 (meters)     2745.18  (feet) COMP
 MM0041  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 MM0041
 MM0041  VERT ORDER      -  SECOND    CLASS 0
 MM0041
 MM0041.The horizontal coordinates were scaled from a map and have
 MM0041.an estimated accuracy of +/- 6 seconds.
 MM0041
 MM0041.The orthometric height was determined by differential leveling and
 MM0041.adjusted by the NATIONAL GEODETIC SURVEY
 MM0041.in June 1991.
 MM0041
 MM0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0041.GEOID18 height accuracy estimate available here.
 MM0041
 MM0041.Click photographs - Photos may exist for this station.
 MM0041
 MM0041.The dynamic height is computed by dividing the NAVD 88
 MM0041.geopotential number by the normal gravity value computed on the
 MM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0041.degrees latitude (g = 980.6199 gals.).
 MM0041
 MM0041.The modeled gravity was interpolated from observed gravity values.
 MM0041
 MM0041;                    North         East    Units  Estimated Accuracy
 MM0041;SPC NE       -   180,290.      478,910.      MT  (+/- 180 meters Scaled)
 MM0041
 MM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL953902(NAD 83)
 MM0041
 MM0041                          SUPERSEDED SURVEY CONTROL
 MM0041
 MM0041  NGVD 29 (??/??/92)  836.913  (m)         2745.77   (f) ADJ UNCH    2 0
 MM0041
 MM0041.Superseded values are not recommended for survey control.
 MM0041
 MM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0041.See file dsdata.pdf to determine how the superseded data were derived.
 MM0041
 MM0041_MARKER: DB = BENCH MARK DISK
 MM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0041_STAMPING: N 120 1934
 MM0041_MARK LOGO: CGS
 MM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0041+STABILITY: SURFACE MOTION
 MM0041
 MM0041  HISTORY     - Date     Condition        Report By
 MM0041  HISTORY     - 1934     MONUMENTED       CGS
 MM0041  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0041
 MM0041                          STATION DESCRIPTION
 MM0041
 MM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0041'4 MI NW FROM ARNOLD.
 MM0041'IN LOGAN COUNTY, ABOUT 4.0 MILES NORTHWEST ALONG THE UNION
 MM0041'PACIFIC RAILROAD FROM THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT
 MM0041'3-1/2 POLES NORTHWEST OF MILEPOST 87, ABOUT 92 FEET NORTH OF
 MM0041'CATTLE GATE 87.12, 39 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MM0041'MAIN TRACK, AND 26.8 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 MM0041'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED N 120 1934 AND
 MM0041'SET IN THE TOP OF A CONCRETE POST.
 MM0041
 MM0041                          STATION RECOVERY (1972)
 MM0041
 MM0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0218 ***********************************************************************
 NN0218  CBN         -  This is a Cooperative Base Network Control Station.
 NN0218  DESIGNATION -  N 121
 NN0218  PID         -  NN0218
 NN0218  STATE/COUNTY-  NE/WHEELER
 NN0218  COUNTRY     -  US
 NN0218  USGS QUAD   -  GOOSE LAKE SW (2017)
 NN0218
 NN0218                         *CURRENT SURVEY CONTROL
 NN0218  ______________________________________________________________________
 NN0218* NAD 83(2011) POSITION- 42 04 24.57588(N) 098 38 41.20125(W)   ADJUSTED
 NN0218* NAD 83(2011) ELLIP HT-   615.741 (meters)        (06/27/12)   ADJUSTED
 NN0218* NAD 83(2011) EPOCH   -  2010.00
 NN0218* NAVD 88 ORTHO HEIGHT -   639.678 (meters)     2098.68  (feet) ADJUSTED
 NN0218  ______________________________________________________________________
 NN0218  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 NN0218  NAD 83(2011) X  -   -712,759.188 (meters)                     COMP
 NN0218  NAD 83(2011) Y  - -4,688,117.156 (meters)                     COMP
 NN0218  NAD 83(2011) Z  -  4,252,079.365 (meters)                     COMP
 NN0218  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 NN0218  DYNAMIC HEIGHT  -        639.411 (meters)     2097.80  (feet) COMP
 NN0218  MODELED GRAVITY -    980,183.0   (mgal)                       NAVD 88
 NN0218
 NN0218  VERT ORDER      -  SECOND    CLASS 0
 NN0218
 NN0218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0218  Standards:
 NN0218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0218  -------------------------------------------------------------------
 NN0218  NETWORK    0.43   1.16           0.20   0.14   0.59      0.04045925
 NN0218  -------------------------------------------------------------------
 NN0218  Click here for local accuracies and other accuracy information.
 NN0218
 NN0218.The horizontal coordinates were established by GPS observations
 NN0218.and adjusted by the National Geodetic Survey in June 2012.
 NN0218
 NN0218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0218.been affixed to the stable North American tectonic plate. See 
 NN0218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0218
 NN0218.The horizontal coordinates are valid at the epoch date displayed above
 NN0218.which is a decimal equivalence of Year/Month/Day.
 NN0218
 NN0218.The orthometric height was determined by differential leveling and
 NN0218.adjusted by the NATIONAL GEODETIC SURVEY
 NN0218.in June 1991.
 NN0218
 NN0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0218.GEOID18 height accuracy estimate available here.
 NN0218
 NN0218.Click photographs - Photos may exist for this station.
 NN0218
 NN0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0218
 NN0218.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0218
 NN0218.The ellipsoidal height was determined by GPS observations
 NN0218.and is referenced to NAD 83.
 NN0218
 NN0218.The dynamic height is computed by dividing the NAVD 88
 NN0218.geopotential number by the normal gravity value computed on the
 NN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0218.degrees latitude (g = 980.6199 gals.).
 NN0218
 NN0218.The modeled gravity was interpolated from observed gravity values.
 NN0218
 NN0218. The following values were computed from the NAD 83(2011) position.
 NN0218
 NN0218;                    North         East     Units Scale Factor Converg.
 NN0218;SPC NE       -   249,597.454   612,114.491   MT  0.99970761   +0 53 53.2
 NN0218;SPC NE       -   818,887.65  2,008,245.63   sFT  0.99970761   +0 53 53.2
 NN0218;UTM  14      - 4,657,997.192   529,384.775   MT  0.99961062   +0 14 16.9
 NN0218
 NN0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0218!SPC NE       -   0.99990344  x   0.99970761  =   0.99961107
 NN0218!UTM  14      -   0.99990344  x   0.99961062  =   0.99951409
 NN0218
 NN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2938457997(NAD 83)
 NN0218
 NN0218                          SUPERSEDED SURVEY CONTROL
 NN0218
 NN0218  NAD 83(2007)-  42 04 24.57584(N)    098 38 41.20198(W) AD(2002.00) 0
 NN0218  ELLIP H (02/10/07)  615.768  (m)                       GP(2002.00)    
 NN0218  ELLIP H (07/10/01)  615.732  (m)                       GP(       ) 4 1
 NN0218  NAD 83(1995)-  42 04 24.57570(N)    098 38 41.20161(W) AD(       ) B
 NN0218  ELLIP H (06/25/96)  615.810  (m)                       GP(       ) 1 1
 NN0218  NAVD 88             639.68   (m)         2098.7    (f) LEVELING    3  
 NN0218  NAVD 88 (07/10/01)  639.6    (m)  GEOID99  model used  GPS OBS        
 NN0218  NAVD 88             639.68   (m)         2098.7    (f) LEVELING    3  
 NN0218  NGVD 29 (??/??/92)  639.452  (m)         2097.94   (f) ADJ UNCH    2 0
 NN0218
 NN0218.Superseded values are not recommended for survey control.
 NN0218
 NN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0218.See file dsdata.pdf to determine how the superseded data were derived.
 NN0218
 NN0218_MARKER: DB = BENCH MARK DISK
 NN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0218_STAMPING: N 121 1935
 NN0218_MARK LOGO: CGS
 NN0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0218+STABILITY: SURFACE MOTION
 NN0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0218+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2021
 NN0218
 NN0218  HISTORY     - Date     Condition        Report By
 NN0218  HISTORY     - 1935     MONUMENTED       CGS
 NN0218  HISTORY     - 1938     GOOD             CGS
 NN0218  HISTORY     - 19950608 GOOD             NGS
 NN0218  HISTORY     - 20021104 GOOD             NEDR
 NN0218  HISTORY     - 20100809 GOOD             JEOCON
 NN0218  HISTORY     - 20100819 GOOD             JEOCON
 NN0218  HISTORY     - 20150209 GOOD             JEOCON
 NN0218  HISTORY     - 20210416 GOOD             NEGS
 NN0218
 NN0218                          STATION DESCRIPTION
 NN0218
 NN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0218'15 MI N FROM BARTLETT.
 NN0218'15.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0218'BARTLETT, WHEELER COUNTY, AT A ROAD INTERSECTION, 39 FEET EAST
 NN0218'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER
 NN0218'LINE OF THE ROAD, 5.5 FEET SOUTHEAST OF A FENCE CORNER, AND
 NN0218'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0218'N 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0218
 NN0218                          STATION RECOVERY (1938)
 NN0218
 NN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NN0218'RECOVERED IN GOOD CONDITION.
 NN0218
 NN0218                          STATION RECOVERY (1995)
 NN0218
 NN0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0218'THE MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTH-NORTHWEST OF
 NN0218'BARTLETT, 7.5 MI (12.1 KM) NORTHWEST OF THE SETTLEMENT OF
 NN0218'CUMMINSVILLE, WHICH IS AT THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 NN0218'HIGHWAY 70 LEADING EAST, 1.0 MI (1.6 KM) SOUTH OF THE HOLT-WHEELER
 NN0218'COUNTY LINE, AT A COUNTY ROAD LEADING EAST FROM U.S. HIGHWAY 281 AND
 NN0218'ON THE NORTH RIGHT-OF-WAY OF THE GRAVELED COUNTY ROAD, IN THE SW1/4,
 NN0218'SEC6, T24N, R11W.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 NN0218'281 AND STATE HIGHWAY 70, 7 MI (11.3 KM) NORTH OF BARTLETT, GO
 NN0218'NORTHWEST AND NORTH ON U.S. HIGHWAY 281 FOR 8.2 MI (13.2 KM) TO A
 NN0218'GRAVELED COUNTY ROAD ON THE RIGHT AND THE MARK IN THE NORTHEAST ANGLE
 NN0218'OF THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NN0218'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.4 FT (12.2 CM) BELOW THE
 NN0218'GROUND SURFACE.  IT IS 91.0 FT (27.7 M) EAST OF THE CENTERLINE OF THE
 NN0218'HIGHWAY, 27.5 FT (8.4 M) NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 NN0218'11.6 FT (3.5 M) NORTHEAST OF THE EAST END OF THE NORTH HEADWALL OF A
 NN0218'CONCRETE CULVERT UNDER THE COUNTY ROAD, 4.6 FT (1.4 M) SOUTHEAST OF A
 NN0218'FENCE CORNER POST, 3.0 FT (0.9 M) SOUTH OF THE NORTH RIGHT-OF-WAY
 NN0218'FENCE, 2.4 FT (0.7 M) SOUTHWEST OF THE WEST SUPPORT POST OF A SIGN FOR
 NN0218'THE BURTWISTLE RANCH, 1.9 FT (0.6 M) WEST OF A WITNESS POST AND ABOUT
 NN0218'1 FT (0.3 M) LOWER THAN THE COUNTY ROAD.  REBAR WAS DRIVEN ALONG THE
 NN0218'SOUTH SIDE OF THE MARK.
 NN0218
 NN0218                          STATION RECOVERY (2002)
 NN0218
 NN0218'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 NN0218'RECOVERED IN GOOD CONDITION.
 NN0218
 NN0218                          STATION RECOVERY (2010)
 NN0218
 NN0218'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0218'RECOVERED IN GOOD CONDITION.
 NN0218
 NN0218                          STATION RECOVERY (2010)
 NN0218
 NN0218'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 NN0218'RECOVERED IN GOOD CONDITION.
 NN0218
 NN0218                          STATION RECOVERY (2015)
 NN0218
 NN0218'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 NN0218'RECOVERED IN GOOD CONDITION.
 NN0218
 NN0218                          STATION RECOVERY (2021)
 NN0218
 NN0218'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 NN0218'FROM THE INTERSECTION OF U.S.HWY. 281 AND NE. HWY. 70, APPROX. 7.0 MI
 NN0218'(11.3 KM) NORTH OF BARTLETT, NE., GO NORTHWEST ON  U.S. HWY. 281
 NN0218'APPROX. 8.09  MI TO THE THE INTERSECTION OF U.S HWY. 281 AND COUNTY
 NN0218'ROAD 845.
 NN0218'
 NN0218'THE MARK IS IN THE  NORTHEAST CORNER OF THE INTERSECTION AT MILE POST
 NN0218'156.62, 11.6 FT (3.5 M) NE OF THE EAST END OF THE NORTH HEADWALL OF A
 NN0218'CORRUGATED METAL CULVERT PIPE, 4.6 FT (1.4 M) SE OF A FENCE CORNER
 NN0218'POST, 3.0 FT (0.9 M) SOUTH OF THE NORTH ROW FENCE, 2.4 FT (0.7 M) SW
 NN0218'OF THE WEST SUPPORT POST OF A SIGN FOR THE BURTWISTLE RANCH, 1.9 FT
 NN0218'(0.6 M) WEST OF THE BOTTOM OF A METAL WITNESS POST, 91.0 FT (27.7 M)
 NN0218'EAST OF THE CENTERLINE OF U.S. HWY. 281 AND 27.5 FT (8.4 M) NORTH OF
 NN0218'COUNTY ROAD 845.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0735 ***********************************************************************
 ML0735  DESIGNATION -  N 122 RESET
 ML0735  PID         -  ML0735
 ML0735  STATE/COUNTY-  NE/BUFFALO
 ML0735  COUNTRY     -  US
 ML0735  USGS QUAD   -  HAZARD (2017)
 ML0735
 ML0735                         *CURRENT SURVEY CONTROL
 ML0735  ______________________________________________________________________
 ML0735* NAD 83(1986) POSITION- 41 01 05.     (N) 099 04 59.     (W)   SCALED
 ML0735* NAVD 88 ORTHO HEIGHT -   674.54  (meters)     2213.1   (feet) RESET
 ML0735  ______________________________________________________________________
 ML0735  GEOID HEIGHT    -        -23.995 (meters)                     GEOID18
 ML0735  VERT ORDER      -  THIRD
 ML0735
 ML0735.The horizontal coordinates were scaled from a map and have
 ML0735.an estimated accuracy of +/- 6 seconds.
 ML0735
 ML0735.The orthometric height was computed from unverified reset data.
 ML0735
 ML0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0735.GEOID18 height accuracy estimate available here.
 ML0735
 ML0735.Click photographs - Photos may exist for this station.
 ML0735
 ML0735;                    North         East    Units  Estimated Accuracy
 ML0735;SPC NE       -   131,940.      577,100.      MT  (+/- 180 meters Scaled)
 ML0735
 ML0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML930407(NAD 83)
 ML0735
 ML0735                          SUPERSEDED SURVEY CONTROL
 ML0735
 ML0735  NGVD 29 (??/??/??)  674.29   (m)         2212.2    (f) RESET       3  
 ML0735
 ML0735.Superseded values are not recommended for survey control.
 ML0735
 ML0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0735.See file dsdata.pdf to determine how the superseded data were derived.
 ML0735
 ML0735_MARKER: DB = BENCH MARK DISK
 ML0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0735_STAMPING: N 122 RESET 1959
 ML0735_MARK LOGO: CGS
 ML0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0735+STABILITY: SURFACE MOTION
 ML0735
 ML0735  HISTORY     - Date     Condition        Report By
 ML0735  HISTORY     - 1959     MONUMENTED       NEDR
 ML0735  HISTORY     - 1978     GOOD             LOCENG
 ML0735  HISTORY     - 20190917 MARK NOT FOUND   NDOT
 ML0735
 ML0735                          STATION DESCRIPTION
 ML0735
 ML0735'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 ML0735'3.9 MI N FROM PLEASANTON.
 ML0735'THIS MARK IS LOCATED 3.9 MILES NORTH ALONG STATE HIGHWAY 10
 ML0735'FROM THE POST OFFICE AT PLEASANTON, 60 FEET WEST OF THE
 ML0735'CENTERLINE OF HIGHWAY 10, 39 FEET NORTH FROM THE CENTERLINE
 ML0735'OF EAST-WEST COUNTY ROAD, 4 FEET NORTH OF EAST-WEST FENCE
 ML0735'LINE, 6 INCHES EAST OF NORTH-SOUTH FENCE LINE, 35 FEET
 ML0735'EAST OF KANSAS-NEBRASKA NATURAL GAS COMPANY SHUT OFF VALVE
 ML0735'AND SET IN THE TOP OF A CONCRETE POST.
 ML0735
 ML0735                          STATION RECOVERY (1978)
 ML0735
 ML0735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ML0735'RECOVERED IN GOOD CONDITION.
 ML0735
 ML0735                          STATION RECOVERY (2019)
 ML0735
 ML0735'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 ML0735'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0486 ***********************************************************************
 ML0486  DESIGNATION -  N 125
 ML0486  PID         -  ML0486
 ML0486  STATE/COUNTY-  NE/VALLEY
 ML0486  COUNTRY     -  US
 ML0486  USGS QUAD   -  ORD SE (2017)
 ML0486
 ML0486                         *CURRENT SURVEY CONTROL
 ML0486  ______________________________________________________________________
 ML0486* NAD 83(1986) POSITION- 41 31 28.     (N) 098 46 44.     (W)   SCALED
 ML0486* NAVD 88 ORTHO HEIGHT -   605.924 (meters)     1987.94  (feet) ADJUSTED
 ML0486  ______________________________________________________________________
 ML0486  GEOID HEIGHT    -        -24.147 (meters)                     GEOID18
 ML0486  DYNAMIC HEIGHT  -        605.627 (meters)     1986.96  (feet) COMP
 ML0486  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 ML0486
 ML0486  VERT ORDER      -  SECOND    CLASS 0
 ML0486
 ML0486.The horizontal coordinates were scaled from a map and have
 ML0486.an estimated accuracy of +/- 6 seconds.
 ML0486
 ML0486.The orthometric height was determined by differential leveling and
 ML0486.adjusted by the NATIONAL GEODETIC SURVEY
 ML0486.in June 1991.
 ML0486
 ML0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0486.GEOID18 height accuracy estimate available here.
 ML0486
 ML0486.Click photographs - Photos may exist for this station.
 ML0486
 ML0486.The dynamic height is computed by dividing the NAVD 88
 ML0486.geopotential number by the normal gravity value computed on the
 ML0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0486.degrees latitude (g = 980.6199 gals.).
 ML0486
 ML0486.The modeled gravity was interpolated from observed gravity values.
 ML0486
 ML0486;                    North         East    Units  Estimated Accuracy
 ML0486;SPC NE       -   188,480.      601,880.      MT  (+/- 180 meters Scaled)
 ML0486
 ML0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL184970(NAD 83)
 ML0486
 ML0486                          SUPERSEDED SURVEY CONTROL
 ML0486
 ML0486  NGVD 29 (??/??/92)  605.672  (m)         1987.11   (f) ADJ UNCH    2 0
 ML0486
 ML0486.Superseded values are not recommended for survey control.
 ML0486
 ML0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0486.See file dsdata.pdf to determine how the superseded data were derived.
 ML0486
 ML0486_MARKER: DB = BENCH MARK DISK
 ML0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0486_STAMPING: N 125 1935
 ML0486_MARK LOGO: CGS
 ML0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0486+STABILITY: SURFACE MOTION
 ML0486
 ML0486  HISTORY     - Date     Condition        Report By
 ML0486  HISTORY     - 1935     MONUMENTED       CGS
 ML0486  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0486
 ML0486                          STATION DESCRIPTION
 ML0486
 ML0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0486'1.9 MI NW FROM NORTH LOUP.
 ML0486'1.9 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0486'RAILROAD BETWEEN ST. PAUL AND ORD, 6 POLES SOUTHEAST OF MILE
 ML0486'POST 51, 46.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 ML0486'44.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOLHOUSE,
 ML0486'DISTRICT 42, 37.6 FEET NORTH OF THE CENTER LINE OF CROSS ROAD.
 ML0486
 ML0486                          STATION RECOVERY (1985)
 ML0486
 ML0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0451 ***********************************************************************
 NN0451  DESIGNATION -  N 126
 NN0451  PID         -  NN0451
 NN0451  STATE/COUNTY-  NE/GARFIELD
 NN0451  COUNTRY     -  US
 NN0451  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0451
 NN0451                         *CURRENT SURVEY CONTROL
 NN0451  ______________________________________________________________________
 NN0451* NAD 83(1986) POSITION- 42 04 00.     (N) 099 04 13.     (W)   SCALED
 NN0451* NAVD 88 ORTHO HEIGHT -   700.538 (meters)     2298.35  (feet) ADJUSTED
 NN0451  ______________________________________________________________________
 NN0451  GEOID HEIGHT    -        -23.362 (meters)                     GEOID18
 NN0451  DYNAMIC HEIGHT  -        700.231 (meters)     2297.34  (feet) COMP
 NN0451  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 NN0451
 NN0451  VERT ORDER      -  SECOND    CLASS 0
 NN0451
 NN0451.The horizontal coordinates were scaled from a map and have
 NN0451.an estimated accuracy of +/- 6 seconds.
 NN0451
 NN0451.The orthometric height was determined by differential leveling and
 NN0451.adjusted by the NATIONAL GEODETIC SURVEY
 NN0451.in June 1991.
 NN0451
 NN0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0451.GEOID18 height accuracy estimate available here.
 NN0451
 NN0451.Click photographs - Photos may exist for this station.
 NN0451
 NN0451.The dynamic height is computed by dividing the NAVD 88
 NN0451.geopotential number by the normal gravity value computed on the
 NN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0451.degrees latitude (g = 980.6199 gals.).
 NN0451
 NN0451.The modeled gravity was interpolated from observed gravity values.
 NN0451
 NN0451;                    North         East    Units  Estimated Accuracy
 NN0451;SPC NE       -   248,370.      576,920.      MT  (+/- 180 meters Scaled)
 NN0451
 NN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM941571(NAD 83)
 NN0451
 NN0451                          SUPERSEDED SURVEY CONTROL
 NN0451
 NN0451  NGVD 29 (??/??/92)  700.288  (m)         2297.53   (f) ADJ UNCH    2 0
 NN0451
 NN0451.Superseded values are not recommended for survey control.
 NN0451
 NN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0451.See file dsdata.pdf to determine how the superseded data were derived.
 NN0451
 NN0451_MARKER: DB = BENCH MARK DISK
 NN0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0451_STAMPING: N 126 1935
 NN0451_MARK LOGO: CGS
 NN0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0451+STABILITY: SURFACE MOTION
 NN0451
 NN0451  HISTORY     - Date     Condition        Report By
 NN0451  HISTORY     - 1935     MONUMENTED       CGS
 NN0451  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0451
 NN0451                          STATION DESCRIPTION
 NN0451
 NN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0451'21 MI N FROM BURWELL.
 NN0451'21.0 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 NN0451'AT BURWELL, GARFIELD COUNTY, 146 FEET NORTH OF THE NORTH EDGE OF
 NN0451'A CONCRETE-PIPE CULVERT, 36 FEET WEST OF THE CENTER LINE OF THE
 NN0451'HIGHWAY, 12 FEET SOUTH OF THE SOUTH END OF A CATTLE GATE AT THE
 NN0451'ENTRANCE TO THE A.H. ROWSE FARM, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 NN0451'FENCE.  A STANDARD DISK, STAMPED N 126 1935 AND SET IN THE TOP
 NN0451'OF A CONCRETE POST.
 NN0451
 NN0451                          STATION RECOVERY (1964)
 NN0451
 NN0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0237 ***********************************************************************
 NN0237  DESIGNATION -  N 127
 NN0237  PID         -  NN0237
 NN0237  STATE/COUNTY-  NE/HOLT
 NN0237  COUNTRY     -  US
 NN0237  USGS QUAD   -  INMAN (2017)
 NN0237
 NN0237                         *CURRENT SURVEY CONTROL
 NN0237  ______________________________________________________________________
 NN0237* NAD 83(1986) POSITION- 42 26 35.     (N) 098 37 07.     (W)   SCALED
 NN0237* NAVD 88 ORTHO HEIGHT -   598.187 (meters)     1962.55  (feet) ADJUSTED
 NN0237  ______________________________________________________________________
 NN0237  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 NN0237  DYNAMIC HEIGHT  -        597.964 (meters)     1961.82  (feet) COMP
 NN0237  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 NN0237
 NN0237  VERT ORDER      -  SECOND    CLASS 0
 NN0237
 NN0237.The horizontal coordinates were scaled from a map and have
 NN0237.an estimated accuracy of +/- 6 seconds.
 NN0237
 NN0237.The orthometric height was determined by differential leveling and
 NN0237.adjusted by the NATIONAL GEODETIC SURVEY
 NN0237.in June 1991.
 NN0237
 NN0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0237.GEOID18 height accuracy estimate available here.
 NN0237
 NN0237.Click photographs - Photos may exist for this station.
 NN0237
 NN0237.The dynamic height is computed by dividing the NAVD 88
 NN0237.geopotential number by the normal gravity value computed on the
 NN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0237.degrees latitude (g = 980.6199 gals.).
 NN0237
 NN0237.The modeled gravity was interpolated from observed gravity values.
 NN0237
 NN0237;                    North         East    Units  Estimated Accuracy
 NN0237;SPC NE       -   290,670.      613,620.      MT  (+/- 180 meters Scaled)
 NN0237
 NN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM313990(NAD 83)
 NN0237
 NN0237                          SUPERSEDED SURVEY CONTROL
 NN0237
 NN0237  NGVD 29 (??/??/92)  597.989  (m)         1961.90   (f) ADJ UNCH    2 0
 NN0237
 NN0237.Superseded values are not recommended for survey control.
 NN0237
 NN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0237.See file dsdata.pdf to determine how the superseded data were derived.
 NN0237
 NN0237_MARKER: DB = BENCH MARK DISK
 NN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0237_STAMPING: N-127-1935
 NN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0237+STABILITY: SURFACE MOTION
 NN0237
 NN0237  HISTORY     - Date     Condition        Report By
 NN0237  HISTORY     - 1935     MONUMENTED       USGS
 NN0237  HISTORY     - 1935     GOOD             CGS
 NN0237
 NN0237                          STATION DESCRIPTION
 NN0237
 NN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0237'1.6 MI SE FROM O NEILL.
 NN0237'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN O NEILL AND
 NN0237'EWING, 47.6 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 42.4
 NN0237'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 16.0 FEET
 NN0237'NORTHWEST OF CORNER RIGHT OF WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1320 ***********************************************************************
 NM1320  DESIGNATION -  N 128
 NM1320  PID         -  NM1320
 NM1320  STATE/COUNTY-  NE/ANTELOPE
 NM1320  COUNTRY     -  US
 NM1320  USGS QUAD   -  OAKDALE (2017)
 NM1320
 NM1320                         *CURRENT SURVEY CONTROL
 NM1320  ______________________________________________________________________
 NM1320* NAD 83(1986) POSITION- 42 03 44.     (N) 097 53 26.     (W)   SCALED
 NM1320* NAVD 88 ORTHO HEIGHT -   513.763 (meters)     1685.57  (feet) ADJUSTED
 NM1320  ______________________________________________________________________
 NM1320  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 NM1320  DYNAMIC HEIGHT  -        513.558 (meters)     1684.90  (feet) COMP
 NM1320  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 NM1320
 NM1320  VERT ORDER      -  SECOND    CLASS 0
 NM1320
 NM1320.The horizontal coordinates were scaled from a map and have
 NM1320.an estimated accuracy of +/- 6 seconds.
 NM1320
 NM1320.The orthometric height was determined by differential leveling and
 NM1320.adjusted by the NATIONAL GEODETIC SURVEY
 NM1320.in June 1991.
 NM1320
 NM1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1320.GEOID18 height accuracy estimate available here.
 NM1320
 NM1320.Click photographs - Photos may exist for this station.
 NM1320
 NM1320.The dynamic height is computed by dividing the NAVD 88
 NM1320.geopotential number by the normal gravity value computed on the
 NM1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1320.degrees latitude (g = 980.6199 gals.).
 NM1320
 NM1320.The modeled gravity was interpolated from observed gravity values.
 NM1320
 NM1320;                    North         East    Units  Estimated Accuracy
 NM1320;SPC NE       -   249,600.      674,530.      MT  (+/- 180 meters Scaled)
 NM1320
 NM1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM917572(NAD 83)
 NM1320
 NM1320                          SUPERSEDED SURVEY CONTROL
 NM1320
 NM1320  NGVD 29 (??/??/92)  513.558  (m)         1684.90   (f) ADJ UNCH    2 0
 NM1320
 NM1320.Superseded values are not recommended for survey control.
 NM1320
 NM1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1320.See file dsdata.pdf to determine how the superseded data were derived.
 NM1320
 NM1320_MARKER: DB = BENCH MARK DISK
 NM1320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1320_SP_SET: CULVERT HEADWALL
 NM1320_STAMPING: N 128 1935
 NM1320_MARK LOGO: CGS
 NM1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1320+STABILITY: SURFACE MOTION
 NM1320
 NM1320  HISTORY     - Date     Condition        Report By
 NM1320  HISTORY     - 1935     MONUMENTED       CGS
 NM1320  HISTORY     - 1950     GOOD             CGS
 NM1320
 NM1320                          STATION DESCRIPTION
 NM1320
 NM1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1320'3.2 MI NW FROM TILDEN.
 NM1320'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN NELIGH AND
 NM1320'TILDEN, 44.6 FEET SOUTH OF THE RIGHT OF WAY FENCE, 5.6 FEET
 NM1320'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, A MARK SET
 NM1320'HORIZONTALLY ON THE EAST BACK WALL OF STONE CULVERT NO. 195.
 NM1320
 NM1320                          STATION RECOVERY (1950)
 NM1320
 NM1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NM1320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0332 ***********************************************************************
 LG0332  DESIGNATION -  N 13
 LG0332  PID         -  LG0332
 LG0332  STATE/COUNTY-  NE/LANCASTER
 LG0332  COUNTRY     -  US
 LG0332  USGS QUAD   -  CRETE NORTH (2017)
 LG0332
 LG0332                         *CURRENT SURVEY CONTROL
 LG0332  ______________________________________________________________________
 LG0332* NAD 83(1986) POSITION- 40 40 04.     (N) 096 54 08.     (W)   SCALED
 LG0332* NAVD 88 ORTHO HEIGHT -   426.673 (meters)     1399.84  (feet) ADJUSTED
 LG0332  ______________________________________________________________________
 LG0332  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 LG0332  DYNAMIC HEIGHT  -        426.464 (meters)     1399.16  (feet) COMP
 LG0332  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 LG0332
 LG0332  VERT ORDER      -  FIRST     CLASS II
 LG0332
 LG0332.The horizontal coordinates were scaled from a map and have
 LG0332.an estimated accuracy of +/- 6 seconds.
 LG0332
 LG0332.The orthometric height was determined by differential leveling and
 LG0332.adjusted by the NATIONAL GEODETIC SURVEY
 LG0332.in June 1991.
 LG0332
 LG0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0332.GEOID18 height accuracy estimate available here.
 LG0332
 LG0332.Click photographs - Photos may exist for this station.
 LG0332
 LG0332.The dynamic height is computed by dividing the NAVD 88
 LG0332.geopotential number by the normal gravity value computed on the
 LG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0332.degrees latitude (g = 980.6199 gals.).
 LG0332
 LG0332.The modeled gravity was interpolated from observed gravity values.
 LG0332
 LG0332;                    North         East    Units  Estimated Accuracy
 LG0332;SPC NE       -    97,340.      761,820.      MT  (+/- 180 meters Scaled)
 LG0332
 LG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL773039(NAD 83)
 LG0332
 LG0332                          SUPERSEDED SURVEY CONTROL
 LG0332
 LG0332  NGVD 29 (??/??/92)  426.548  (m)         1399.43   (f) ADJ UNCH    1 2
 LG0332
 LG0332.Superseded values are not recommended for survey control.
 LG0332
 LG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0332.See file dsdata.pdf to determine how the superseded data were derived.
 LG0332
 LG0332_MARKER: DB = BENCH MARK DISK
 LG0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0332_STAMPING: N 13 1933 1399.151
 LG0332_MARK LOGO: CGS
 LG0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0332+STABILITY: SURFACE MOTION
 LG0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0332+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 LG0332
 LG0332  HISTORY     - Date     Condition        Report By
 LG0332  HISTORY     - 1933     MONUMENTED       CGS
 LG0332  HISTORY     - 1940     GOOD             CGS
 LG0332  HISTORY     - 19911009 GOOD             NGS
 LG0332  HISTORY     - 20070606 GOOD             NEDR
 LG0332
 LG0332                          STATION DESCRIPTION
 LG0332
 LG0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0332'4.4 MI NE FROM CRETE.
 LG0332'IN LANCASTER COUNTY, 4.4 MILES NORTHEAST ALONG THE CHICAGO,
 LG0332'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT CRETE, SALINE
 LG0332'COUNTY, 0.2 MILE SOUTH OF MILEPOST 75, 240 FEET NORTHEAST OF A
 LG0332'BATTERY BOX, AT A ROAD CROSSING, 116 FEET SOUTHWEST OF THE
 LG0332'CENTER OF THE CROSSING, 48.5 FEET EAST OF THE CENTERLINE OF THE
 LG0332'TRACK, 80 FEET SOUTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY
 LG0332'FENCE, 1 FOOT WEST OF THE FENCE, AND 3 FEET NORTH OF A 4 X 4
 LG0332'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1399.151
 LG0332'N 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LG0332'FOOT ABOVE GROUND.
 LG0332
 LG0332                          STATION RECOVERY (1991)
 LG0332
 LG0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0332'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM CITY HALL IN
 LG0332'CRETE, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG SOUTHWEST 142ND
 LG0332'STREET, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG WEST WITTSTRUCK ROAD,
 LG0332'41.6 M (136.5 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 35.4 M
 LG0332'(116.1 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROAD
 LG0332'AND THE BURLINGTON NORTHERN RAILROAD, 13.7 M (44.9 FT) SOUTHEAST OF
 LG0332'AND LEVEL WITH THE NEAR RAIL, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS
 LG0332'POST, AND THE MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0332'SURFACE.
 LG0332
 LG0332                          STATION RECOVERY (2007)
 LG0332
 LG0332'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 LG0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0352 ***********************************************************************
 NO0352  DESIGNATION -  N 130
 NO0352  PID         -  NO0352
 NO0352  STATE/COUNTY-  NE/CHERRY
 NO0352  COUNTRY     -  US
 NO0352  USGS QUAD   -  MERRIMAN SW (2017)
 NO0352
 NO0352                         *CURRENT SURVEY CONTROL
 NO0352  ______________________________________________________________________
 NO0352* NAD 83(1986) POSITION- 42 52 22.     (N) 101 41 18.     (W)   SCALED
 NO0352* NAVD 88 ORTHO HEIGHT -   992.949 (meters)     3257.70  (feet) ADJUSTED
 NO0352  ______________________________________________________________________
 NO0352  GEOID HEIGHT    -        -19.338 (meters)                     GEOID18
 NO0352  DYNAMIC HEIGHT  -        992.512 (meters)     3256.27  (feet) COMP
 NO0352  MODELED GRAVITY -    980,145.8   (mgal)                       NAVD 88
 NO0352
 NO0352  VERT ORDER      -  SECOND    CLASS 0
 NO0352
 NO0352.The horizontal coordinates were scaled from a map and have
 NO0352.an estimated accuracy of +/- 6 seconds.
 NO0352
 NO0352.The orthometric height was determined by differential leveling and
 NO0352.adjusted by the NATIONAL GEODETIC SURVEY
 NO0352.in June 1991.
 NO0352
 NO0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0352.GEOID18 height accuracy estimate available here.
 NO0352
 NO0352.Click photographs - Photos may exist for this station.
 NO0352
 NO0352.The dynamic height is computed by dividing the NAVD 88
 NO0352.geopotential number by the normal gravity value computed on the
 NO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0352.degrees latitude (g = 980.6199 gals.).
 NO0352
 NO0352.The modeled gravity was interpolated from observed gravity values.
 NO0352
 NO0352;                    North         East    Units  Estimated Accuracy
 NO0352;SPC NE       -   338,840.      362,060.      MT  (+/- 180 meters Scaled)
 NO0352
 NO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN804501(NAD 83)
 NO0352
 NO0352                          SUPERSEDED SURVEY CONTROL
 NO0352
 NO0352  NGVD 29 (??/??/92)  992.532  (m)         3256.33   (f) ADJ UNCH    2 0
 NO0352
 NO0352.Superseded values are not recommended for survey control.
 NO0352
 NO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0352.See file dsdata.pdf to determine how the superseded data were derived.
 NO0352
 NO0352_MARKER: DB = BENCH MARK DISK
 NO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0352_STAMPING: N 130 1934
 NO0352_MARK LOGO: CGS
 NO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0352+STABILITY: SURFACE MOTION
 NO0352
 NO0352  HISTORY     - Date     Condition        Report By
 NO0352  HISTORY     - 1934     MONUMENTED       CGS
 NO0352  HISTORY     - 1948     MARK NOT FOUND   CGS
 NO0352
 NO0352                          STATION DESCRIPTION
 NO0352
 NO0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0352'3.3 MI S FROM MERRIMAN.
 NO0352'3.3 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0352'COUNTY, 0.3 MILE SOUTH OF THE CENTERLINE OF LEANDER CREEK, 1.0
 NO0352'MILE WEST OF THE OLD ROAD, AND 37 YARDS NORTHEAST OF THE
 NO0352'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 130 1934
 NO0352'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0083 ***********************************************************************
 MK0083  DESIGNATION -  N 131
 MK0083  PID         -  MK0083
 MK0083  STATE/COUNTY-  NE/WASHINGTON
 MK0083  COUNTRY     -  US
 MK0083  USGS QUAD   -  BLAIR (2017)
 MK0083
 MK0083                         *CURRENT SURVEY CONTROL
 MK0083  ______________________________________________________________________
 MK0083* NAD 83(1986) POSITION- 41 32 46.     (N) 096 08 48.     (W)   SCALED
 MK0083* NAVD 88 ORTHO HEIGHT -   334.763 (meters)     1098.30  (feet) ADJUSTED
 MK0083  ______________________________________________________________________
 MK0083  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 MK0083  DYNAMIC HEIGHT  -        334.609 (meters)     1097.80  (feet) COMP
 MK0083  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 MK0083
 MK0083  VERT ORDER      -  SECOND    CLASS 0
 MK0083
 MK0083.The horizontal coordinates were scaled from a map and have
 MK0083.an estimated accuracy of +/- 6 seconds.
 MK0083
 MK0083.The orthometric height was determined by differential leveling and
 MK0083.adjusted by the NATIONAL GEODETIC SURVEY
 MK0083.in June 1991.
 MK0083
 MK0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0083.GEOID18 height accuracy estimate available here.
 MK0083
 MK0083.Click photographs - Photos may exist for this station.
 MK0083
 MK0083.The dynamic height is computed by dividing the NAVD 88
 MK0083.geopotential number by the normal gravity value computed on the
 MK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0083.degrees latitude (g = 980.6199 gals.).
 MK0083
 MK0083.The modeled gravity was interpolated from observed gravity values.
 MK0083
 MK0083;                    North         East    Units  Estimated Accuracy
 MK0083;SPC NE       -   197,320.      821,290.      MT  (+/- 180 meters Scaled)
 MK0083
 MK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM379033(NAD 83)
 MK0083
 MK0083                          SUPERSEDED SURVEY CONTROL
 MK0083
 MK0083  NGVD 29 (??/??/92)  334.618  (m)         1097.83   (f) ADJ UNCH    2 0
 MK0083
 MK0083.Superseded values are not recommended for survey control.
 MK0083
 MK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0083.See file dsdata.pdf to determine how the superseded data were derived.
 MK0083
 MK0083_MARKER: DB = BENCH MARK DISK
 MK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0083_STAMPING: N 131 1935
 MK0083_MARK LOGO: CGS
 MK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0083+STABILITY: SURFACE MOTION
 MK0083
 MK0083  HISTORY     - Date     Condition        Report By
 MK0083  HISTORY     - 1935     MONUMENTED       CGS
 MK0083  HISTORY     - 1947     GOOD             CGS
 MK0083
 MK0083                          STATION DESCRIPTION
 MK0083
 MK0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0083'0.8 MI W FROM BLAIR.
 MK0083'0.75 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0083'THE UNION STATION AT BLAIR, 227.5 FEET EAST OF THE CENTER OF A
 MK0083'NORTH-SOUTH BRICK PAVED STREET, 34.4 FEET NORTH OF THE NORTH
 MK0083'RAIL OF THE TRACK, 12.2 FEET SOUTH OF THE NORTH RIGHT OF WAY
 MK0083'FENCE, 7.0 FEET SOUTHWEST OF A TELEPHONE POLE, 0.6 FOOT EAST OF A
 MK0083'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0083'AS THE TRACK AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1175 ***********************************************************************
 MK1175  DESIGNATION -  N 133 RESET
 MK1175  PID         -  MK1175
 MK1175  STATE/COUNTY-  NE/COLFAX
 MK1175  COUNTRY     -  US
 MK1175  USGS QUAD   -  CLARKSON SE (2017)
 MK1175
 MK1175                         *CURRENT SURVEY CONTROL
 MK1175  ______________________________________________________________________
 MK1175* NAD 83(1986) POSITION- 41 35 27.     (N) 097 03 31.     (W)   SCALED
 MK1175* NAVD 88 ORTHO HEIGHT -   471.66  (meters)     1547.4   (feet) RESET
 MK1175  ______________________________________________________________________
 MK1175  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 MK1175  VERT ORDER      -  THIRD
 MK1175
 MK1175.The horizontal coordinates were scaled from a map and have
 MK1175.an estimated accuracy of +/- 6 seconds.
 MK1175
 MK1175.The orthometric height was computed from unverified reset data.
 MK1175
 MK1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1175.GEOID18 height accuracy estimate available here.
 MK1175
 MK1175.Click photographs - Photos may exist for this station.
 MK1175
 MK1175;                    North         East    Units  Estimated Accuracy
 MK1175;SPC NE       -   199,300.      745,120.      MT  (+/- 180 meters Scaled)
 MK1175
 MK1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM618061(NAD 83)
 MK1175
 MK1175                          SUPERSEDED SURVEY CONTROL
 MK1175
 MK1175  NGVD 29 (??/??/??)  471.47   (m)         1546.8    (f) RESET       3  
 MK1175
 MK1175.Superseded values are not recommended for survey control.
 MK1175
 MK1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1175.See file dsdata.pdf to determine how the superseded data were derived.
 MK1175
 MK1175_MARKER: DB = BENCH MARK DISK
 MK1175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1175_SP_SET: CULVERT HEADWALL
 MK1175_STAMPING: N 133 RESET 1957
 MK1175_MARK LOGO: CGS
 MK1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1175+STABILITY: SURFACE MOTION
 MK1175
 MK1175  HISTORY     - Date     Condition        Report By
 MK1175  HISTORY     - 1957     MONUMENTED       NEDR
 MK1175  HISTORY     - 1958     GOOD             CGS
 MK1175  HISTORY     - 19920225 GOOD             NEDR
 MK1175
 MK1175                          STATION DESCRIPTION
 MK1175
 MK1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MK1175'9.9 MI N FROM SCHUYLER.
 MK1175'9.9 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1175'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, AT DISTRICT 28
 MK1175'SCHOOL.  IN THE SOUTHEAST CORNER OF A CULVERT HEADWALL, 33 FEET
 MK1175'EAST OF THE CENTERLINE OF HIGHWAY 15, AND NORTH OF A 3 WAY
 MK1175'INTERSECTION STATION.
 MK1175
 MK1175                          STATION RECOVERY (1992)
 MK1175
 MK1175'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 MK1175'RECOVERED IN GOOD CONDITION.  MARK HAD TO BE REPLACED WITH RESET
 MK1175'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2201 ***********************************************************************
 MK2201  DESIGNATION -  N 133 RESET
 MK2201  PID         -  MK2201
 MK2201  STATE/COUNTY-  NE/COLFAX
 MK2201  COUNTRY     -  US
 MK2201  USGS QUAD   -  CLARKSON SE (2017)
 MK2201
 MK2201                         *CURRENT SURVEY CONTROL
 MK2201  ______________________________________________________________________
 MK2201* NAD 83(1986) POSITION- 41 35 27.     (N) 097 03 31.     (W)   SCALED
 MK2201* NAVD 88 ORTHO HEIGHT -   472.26  (+/-2cm)     1549.4   (feet) VERTCON
 MK2201  ______________________________________________________________________
 MK2201  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 MK2201  VERT ORDER      -  THIRD (See Below)
 MK2201
 MK2201.The horizontal coordinates were scaled from a map and have
 MK2201.an estimated accuracy of +/- 6 seconds.
 MK2201
 MK2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2201
 MK2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2201.GEOID18 height accuracy estimate available here.
 MK2201
 MK2201.The vertical order pertains to the NGVD 29 superseded value.
 MK2201
 MK2201.Click photographs - Photos may exist for this station.
 MK2201
 MK2201;                    North         East    Units  Estimated Accuracy
 MK2201;SPC NE       -   199,300.      745,120.      MT  (+/- 180 meters Scaled)
 MK2201
 MK2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM618061(NAD 83)
 MK2201
 MK2201                          SUPERSEDED SURVEY CONTROL
 MK2201
 MK2201  NGVD 29 (01/31/13)  472.08   (m)         1548.8    (f) RESET       3  
 MK2201
 MK2201.Superseded values are not recommended for survey control.
 MK2201
 MK2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2201.See file dsdata.pdf to determine how the superseded data were derived.
 MK2201
 MK2201_MARKER: DV = VERTICAL CONTROL DISK
 MK2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2201_STAMPING: N 133 RESET 1992
 MK2201_MARK LOGO: NGS
 MK2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2201+STABILITY: SURFACE MOTION
 MK2201
 MK2201  HISTORY     - Date     Condition        Report By
 MK2201  HISTORY     - 1992     MONUMENTED       NEDR
 MK2201
 MK2201                          STATION DESCRIPTION
 MK2201
 MK2201'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 MK2201'THE MARK IS LOCATED ABOUT 10 MI (16.1 KM) NORTH FROM SCHUYLER AND ON
 MK2201'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 15, FROM THE POST IN SCHUYLER,
 MK2201'GO WEST ON EAST 11TH STREET FOR 1 BLOCK TO STATE HIGHWAY 15.  TURN
 MK2201'RIGHT AND GO NORTH ON EAST COLFAX STREET AND HIGHWAY 15 FOR 10.05 MI
 MK2201'(16.17 KM) TO THE MARK ON THE RIGHT, IN THE TOP OF A ROUND CONCRETE
 MK2201'MONUMENT.  IT IS 290.0 FT (88.4 M) NORTH FROM A 3-WAY INTERSECTION,
 MK2201'62.0 FT (18.9 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 2.5 FT (0.8
 MK2201'M) WEST FROM THE EAST RIGHT-OF-WAY FENCE AND 2.0 FT (0.6 M) WEST FROM
 MK2201'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1285 ***********************************************************************
 MK1285  DESIGNATION -  N 134
 MK1285  PID         -  MK1285
 MK1285  STATE/COUNTY-  NE/BUTLER
 MK1285  COUNTRY     -  US
 MK1285  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1285
 MK1285                         *CURRENT SURVEY CONTROL
 MK1285  ______________________________________________________________________
 MK1285* NAD 83(1986) POSITION- 41 20 23.     (N) 097 13 56.     (W)   SCALED
 MK1285* NAVD 88 ORTHO HEIGHT -   439.914 (meters)     1443.28  (feet) ADJUSTED
 MK1285  ______________________________________________________________________
 MK1285  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 MK1285  DYNAMIC HEIGHT  -        439.716 (meters)     1442.63  (feet) COMP
 MK1285  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 MK1285
 MK1285  VERT ORDER      -  SECOND    CLASS 0
 MK1285
 MK1285.The horizontal coordinates were scaled from a map and have
 MK1285.an estimated accuracy of +/- 6 seconds.
 MK1285
 MK1285.The orthometric height was determined by differential leveling and
 MK1285.adjusted by the NATIONAL GEODETIC SURVEY
 MK1285.in June 1991.
 MK1285
 MK1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1285.GEOID18 height accuracy estimate available here.
 MK1285
 MK1285.Click photographs - Photos may exist for this station.
 MK1285
 MK1285.The dynamic height is computed by dividing the NAVD 88
 MK1285.geopotential number by the normal gravity value computed on the
 MK1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1285.degrees latitude (g = 980.6199 gals.).
 MK1285
 MK1285.The modeled gravity was interpolated from observed gravity values.
 MK1285
 MK1285;                    North         East    Units  Estimated Accuracy
 MK1285;SPC NE       -   170,950.      731,550.      MT  (+/- 180 meters Scaled)
 MK1285
 MK1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL479779(NAD 83)
 MK1285
 MK1285                          SUPERSEDED SURVEY CONTROL
 MK1285
 MK1285  NGVD 29 (??/??/92)  439.739  (m)         1442.71   (f) ADJ UNCH    2 0
 MK1285
 MK1285.Superseded values are not recommended for survey control.
 MK1285
 MK1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1285.See file dsdata.pdf to determine how the superseded data were derived.
 MK1285
 MK1285_MARKER: DB = BENCH MARK DISK
 MK1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1285_STAMPING: N 134 1935
 MK1285_MARK LOGO: CGS
 MK1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1285+STABILITY: SURFACE MOTION
 MK1285
 MK1285  HISTORY     - Date     Condition        Report By
 MK1285  HISTORY     - 1935     MONUMENTED       CGS
 MK1285  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1285  HISTORY     - 20110810 MARK NOT FOUND   NEGS
 MK1285
 MK1285                          STATION DESCRIPTION
 MK1285
 MK1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1285'AT BELLWOOD.
 MK1285'AT BELLWOOD, BUTLER COUNTY, ON THE CHICAGO, BURLINGTON AND
 MK1285'QUINCY RAILROAD, 39 RAILS SOUTHEAST OF THE STATION, 28.5 FEET
 MK1285'NORTHEAST OF MILEPOST 61, 37.2 FEET NORTHEAST OF THE NORTHEAST
 MK1285'RAIL OF THE MAIN TRACK, AND 10.5 FEET SOUTHWEST OF THE
 MK1285'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 134 1935 AND
 MK1285'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MILEPOST GONE, ROAD
 MK1285'CROSSING GONE.
 MK1285
 MK1285                          STATION RECOVERY (1966)
 MK1285
 MK1285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1285'MARK NOT FOUND.
 MK1285
 MK1285                          STATION RECOVERY (2011)
 MK1285
 MK1285'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK1285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0687 ***********************************************************************
 LG0687  DESIGNATION -  N 135
 LG0687  PID         -  LG0687
 LG0687  STATE/COUNTY-  NE/YORK
 LG0687  COUNTRY     -  US
 LG0687  USGS QUAD   -  YORK SOUTH (2017)
 LG0687
 LG0687                         *CURRENT SURVEY CONTROL
 LG0687  ______________________________________________________________________
 LG0687* NAD 83(1986) POSITION- 40 52 27.4    (N) 097 35 32.2    (W)   HD_HELD2
 LG0687* NAVD 88 ORTHO HEIGHT -   501.238 (meters)     1644.48  (feet) ADJUSTED
 LG0687  ______________________________________________________________________
 LG0687  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 LG0687  DYNAMIC HEIGHT  -        500.974 (meters)     1643.61  (feet) COMP
 LG0687  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 LG0687
 LG0687  VERT ORDER      -  SECOND    CLASS 0
 LG0687
 LG0687.The horizontal coordinates were established by autonomous hand held GPS
 LG0687.observations and have an estimated accuracy of +/- 10 meters.
 LG0687
 LG0687.The orthometric height was determined by differential leveling and
 LG0687.adjusted by the NATIONAL GEODETIC SURVEY
 LG0687.in June 1991.
 LG0687
 LG0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0687.GEOID18 height accuracy estimate available here.
 LG0687
 LG0687.Click photographs - Photos may exist for this station.
 LG0687
 LG0687.The dynamic height is computed by dividing the NAVD 88
 LG0687.geopotential number by the normal gravity value computed on the
 LG0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0687.degrees latitude (g = 980.6199 gals.).
 LG0687
 LG0687.The modeled gravity was interpolated from observed gravity values.
 LG0687
 LG0687;                    North         East    Units  Estimated Accuracy
 LG0687;SPC NE       -   118,398.      702,875.      MT  (+/- 10 meters HH2 GPS)
 LG0687
 LG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1861825754(NAD 83)
 LG0687
 LG0687                          SUPERSEDED SURVEY CONTROL
 LG0687
 LG0687  NGVD 29 (??/??/92)  501.038  (m)         1643.82   (f) ADJ UNCH    2 0
 LG0687
 LG0687.Superseded values are not recommended for survey control.
 LG0687
 LG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0687.See file dsdata.pdf to determine how the superseded data were derived.
 LG0687
 LG0687_MARKER: DB = BENCH MARK DISK
 LG0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0687_SP_SET: BUILDING
 LG0687_STAMPING: N 135 1935
 LG0687_MARK LOGO: CGS
 LG0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0687+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2023
 LG0687
 LG0687  HISTORY     - Date     Condition        Report By
 LG0687  HISTORY     - 1935     MONUMENTED       CGS
 LG0687  HISTORY     - 1961     GOOD             CGS
 LG0687  HISTORY     - 20090514 GOOD             GEOCAC
 LG0687  HISTORY     - 20230616 GOOD             USPSQD
 LG0687
 LG0687                          STATION DESCRIPTION
 LG0687
 LG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0687'AT YORK.
 LG0687'AT YORK, YORK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0687'RAILROAD, IN THE NORTH WALL OF THE STATION, 2.2 FEET EAST OF
 LG0687'THE NORTHWEST CORNER OF THE BUILDING, 29 FEET NORTH OF THE NORTH
 LG0687'RAIL OF THE MAIN TRACK, 22 FEET WEST OF THE CENTER OF THE
 LG0687'WAITING-ROOM DOORS, AND 4.7 FEET ABOVE THE GROUND.  A STANDARD
 LG0687'DISK, STAMPED N 135 1935 AND SET VERTICALLY.
 LG0687
 LG0687                          STATION RECOVERY (1961)
 LG0687
 LG0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0687'RECOVERED IN GOOD CONDITION.
 LG0687
 LG0687                          STATION RECOVERY (2009)
 LG0687
 LG0687'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 LG0687'RECOVERED IN GOOD CONDITION.
 LG0687
 LG0687                          STATION RECOVERY (2023)
 LG0687
 LG0687'RECOVERY NOTE BY US POWER SQUADRON 2023 (DLG)
 LG0687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1315 ***********************************************************************
 MK1315  DESIGNATION -  N 137
 MK1315  PID         -  MK1315
 MK1315  STATE/COUNTY-  NE/YORK
 MK1315  COUNTRY     -  US
 MK1315  USGS QUAD   -  GRESHAM (2017)
 MK1315
 MK1315                         *CURRENT SURVEY CONTROL
 MK1315  ______________________________________________________________________
 MK1315* NAD 83(1986) POSITION- 41 00 44.     (N) 097 25 30.     (W)   SCALED
 MK1315* NAVD 88 ORTHO HEIGHT -   481.670 (meters)     1580.28  (feet) ADJUSTED
 MK1315  ______________________________________________________________________
 MK1315  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 MK1315  DYNAMIC HEIGHT  -        481.424 (meters)     1579.47  (feet) COMP
 MK1315  MODELED GRAVITY -    980,099.0   (mgal)                       NAVD 88
 MK1315
 MK1315  VERT ORDER      -  SECOND    CLASS 0
 MK1315
 MK1315.The horizontal coordinates were scaled from a map and have
 MK1315.an estimated accuracy of +/- 6 seconds.
 MK1315
 MK1315.The orthometric height was determined by differential leveling and
 MK1315.adjusted by the NATIONAL GEODETIC SURVEY
 MK1315.in June 1991.
 MK1315
 MK1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1315.GEOID18 height accuracy estimate available here.
 MK1315
 MK1315.Click photographs - Photos may exist for this station.
 MK1315
 MK1315.The dynamic height is computed by dividing the NAVD 88
 MK1315.geopotential number by the normal gravity value computed on the
 MK1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1315.degrees latitude (g = 980.6199 gals.).
 MK1315
 MK1315.The modeled gravity was interpolated from observed gravity values.
 MK1315
 MK1315;                    North         East    Units  Estimated Accuracy
 MK1315;SPC NE       -   134,110.      716,510.      MT  (+/- 180 meters Scaled)
 MK1315
 MK1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL324413(NAD 83)
 MK1315
 MK1315                          SUPERSEDED SURVEY CONTROL
 MK1315
 MK1315  NGVD 29 (??/??/92)  481.476  (m)         1579.64   (f) ADJ UNCH    2 0
 MK1315
 MK1315.Superseded values are not recommended for survey control.
 MK1315
 MK1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1315.See file dsdata.pdf to determine how the superseded data were derived.
 MK1315
 MK1315_MARKER: DB = BENCH MARK DISK
 MK1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1315_STAMPING: N 137 1935
 MK1315_MARK LOGO: CGS
 MK1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1315+STABILITY: SURFACE MOTION
 MK1315
 MK1315  HISTORY     - Date     Condition        Report By
 MK1315  HISTORY     - 1935     MONUMENTED       CGS
 MK1315  HISTORY     - 1978     GOOD             NGS
 MK1315
 MK1315                          STATION DESCRIPTION
 MK1315
 MK1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1315'1.7 MI SW FROM GRESHAM.
 MK1315'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID
 MK1315'CITY AND YORK, 0.5 MILES SOUTHWEST OF MILE POST NO. 64, 50.5
 MK1315'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 46 FEET SOUTHEAST
 MK1315'OF THE CENTER LINE OF ROAD CROSSING, 12.5 FEET NORTHEAST OF THE
 MK1315'SOUTHEAST FENCE CORNER.
 MK1315
 MK1315                          STATION RECOVERY (1978)
 MK1315
 MK1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MK1315'MARK WAS RECOVERED IN GOOD CONDITION BUT WAS TO BE DESTROYED BY ROAD
 MK1315'CONSTRUCTION. N 137 RESET 1978 WAS ESTABLISHED AND N 137 DESTROYED
 MK1315'THE DISK WAS SALVAGED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1826 ***********************************************************************
 MK1826  DESIGNATION -  N 137 RESET
 MK1826  PID         -  MK1826
 MK1826  STATE/COUNTY-  NE/YORK
 MK1826  COUNTRY     -  US
 MK1826  USGS QUAD   -  GRESHAM (2017)
 MK1826
 MK1826                         *CURRENT SURVEY CONTROL
 MK1826  ______________________________________________________________________
 MK1826* NAD 83(1986) POSITION- 41 00 44.     (N) 097 25 30.     (W)   SCALED
 MK1826* NAVD 88 ORTHO HEIGHT -   481.91  (+/-2cm)     1581.1   (feet) VERTCON
 MK1826  ______________________________________________________________________
 MK1826  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 MK1826  VERT ORDER      -  THIRD (See Below)
 MK1826
 MK1826.The horizontal coordinates were scaled from a map and have
 MK1826.an estimated accuracy of +/- 6 seconds.
 MK1826
 MK1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1826
 MK1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1826.GEOID18 height accuracy estimate available here.
 MK1826
 MK1826.The vertical order pertains to the NGVD 29 superseded value.
 MK1826
 MK1826.Click photographs - Photos may exist for this station.
 MK1826
 MK1826;                    North         East    Units  Estimated Accuracy
 MK1826;SPC NE       -   134,110.      716,510.      MT  (+/- 180 meters Scaled)
 MK1826
 MK1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL324413(NAD 83)
 MK1826
 MK1826                          SUPERSEDED SURVEY CONTROL
 MK1826
 MK1826  NGVD 29 (01/31/13)  481.71   (m)         1580.4    (f) RESET       3  
 MK1826
 MK1826.Superseded values are not recommended for survey control.
 MK1826
 MK1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1826.See file dsdata.pdf to determine how the superseded data were derived.
 MK1826
 MK1826_MARKER: DV = VERTICAL CONTROL DISK
 MK1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1826_STAMPING: N 137 RESET 1978
 MK1826_MARK LOGO: NGS
 MK1826_PROJECTION: PROJECTING 15 CENTIMETERS
 MK1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1826+STABILITY: SURFACE MOTION
 MK1826
 MK1826  HISTORY     - Date     Condition        Report By
 MK1826  HISTORY     - 1978     MONUMENTED       NGS
 MK1826
 MK1826                          STATION DESCRIPTION
 MK1826
 MK1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MK1826'1.5 MI SW FROM GRESHAM.
 MK1826'0.2 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE IN GRESHAM
 MK1826'THENCE LEFT AND SOUTH ALONG STATE HIGHWAY 69 FOR 0.8 MILE, THENCE
 MK1826'RIGHT AND WEST ALONG A GRADED ROAD FOR 1.0 MILE, THENCE LEFT AND
 MK1826'SOUTH ALONG A GRADED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT, EAST
 MK1826'SIDE OF THE ROAD, 70 FEET NORTH OF THE CENTERLINE OF A FIELD
 MK1826'ENTRANCE, 34 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1.0 FOOT
 MK1826'WEST OF A FENCE.
 MK1826'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 MK1826'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0119 ***********************************************************************
 MK0119  DESIGNATION -  N 139
 MK0119  PID         -  MK0119
 MK0119  STATE/COUNTY-  NE/BURT
 MK0119  COUNTRY     -  US
 MK0119  USGS QUAD   -  LYONS (2017)
 MK0119
 MK0119                         *CURRENT SURVEY CONTROL
 MK0119  ______________________________________________________________________
 MK0119* NAD 83(1986) POSITION- 41 54 54.     (N) 096 28 06.     (W)   SCALED
 MK0119* NAVD 88 ORTHO HEIGHT -   395.859 (meters)     1298.75  (feet) ADJUSTED
 MK0119  ______________________________________________________________________
 MK0119  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 MK0119  DYNAMIC HEIGHT  -        395.717 (meters)     1298.28  (feet) COMP
 MK0119  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 MK0119
 MK0119  VERT ORDER      -  SECOND    CLASS 0
 MK0119
 MK0119.The horizontal coordinates were scaled from a map and have
 MK0119.an estimated accuracy of +/- 6 seconds.
 MK0119
 MK0119.The orthometric height was determined by differential leveling and
 MK0119.adjusted by the NATIONAL GEODETIC SURVEY
 MK0119.in June 1991.
 MK0119
 MK0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0119.GEOID18 height accuracy estimate available here.
 MK0119
 MK0119.Click photographs - Photos may exist for this station.
 MK0119
 MK0119.The dynamic height is computed by dividing the NAVD 88
 MK0119.geopotential number by the normal gravity value computed on the
 MK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0119.degrees latitude (g = 980.6199 gals.).
 MK0119
 MK0119.The modeled gravity was interpolated from observed gravity values.
 MK0119
 MK0119;                    North         East    Units  Estimated Accuracy
 MK0119;SPC NE       -   237,100.      792,820.      MT  (+/- 180 meters Scaled)
 MK0119
 MK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099434(NAD 83)
 MK0119
 MK0119                          SUPERSEDED SURVEY CONTROL
 MK0119
 MK0119  NGVD 29 (??/??/92)  395.719  (m)         1298.29   (f) ADJ UNCH    2 0
 MK0119
 MK0119.Superseded values are not recommended for survey control.
 MK0119
 MK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0119.See file dsdata.pdf to determine how the superseded data were derived.
 MK0119
 MK0119_MARKER: DB = BENCH MARK DISK
 MK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0119_STAMPING: N 139 1935
 MK0119_MARK LOGO: CGS
 MK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0119+STABILITY: SURFACE MOTION
 MK0119
 MK0119  HISTORY     - Date     Condition        Report By
 MK0119  HISTORY     - 1935     MONUMENTED       CGS
 MK0119  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0119
 MK0119                          STATION DESCRIPTION
 MK0119
 MK0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0119'1.4 MI S FROM LYONS.
 MK0119'1.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0119'FROM THE STATION AT LYONS, BURT COUNTY, AT A ROAD CROSSING, 96
 MK0119'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 83.5 FEET SOUTH OF
 MK0119'THE CENTERLINE OF THE ROAD, 46.5 FEET EAST OF THE EAST RAIL, AND
 MK0119'49.9 FEET SOUTH OF THE NORTHWEST FENCE CORNER.  A STANDARD DISK,
 MK0119'STAMPED N 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MK0119'NOTE-- DESCRIBED LOCATION FALLS IN CULTIVATED AREA.
 MK0119
 MK0119                          STATION RECOVERY (1965)
 MK0119
 MK0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0464 ***********************************************************************
 LG0464  DESIGNATION -  N 14
 LG0464  PID         -  LG0464
 LG0464  STATE/COUNTY-  NE/FILLMORE
 LG0464  COUNTRY     -  US
 LG0464  USGS QUAD   -  EXETER (2017)
 LG0464
 LG0464                         *CURRENT SURVEY CONTROL
 LG0464  ______________________________________________________________________
 LG0464* NAD 83(1986) POSITION- 40 38 34.     (N) 097 29 51.     (W)   SCALED
 LG0464* NAVD 88 ORTHO HEIGHT -   492.420 (meters)     1615.55  (feet) ADJUSTED
 LG0464  ______________________________________________________________________
 LG0464  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 LG0464  DYNAMIC HEIGHT  -        492.149 (meters)     1614.66  (feet) COMP
 LG0464  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 LG0464
 LG0464  VERT ORDER      -  FIRST     CLASS II
 LG0464
 LG0464.The horizontal coordinates were scaled from a map and have
 LG0464.an estimated accuracy of +/- 6 seconds.
 LG0464
 LG0464.The orthometric height was determined by differential leveling and
 LG0464.adjusted by the NATIONAL GEODETIC SURVEY
 LG0464.in June 1991.
 LG0464
 LG0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0464.GEOID18 height accuracy estimate available here.
 LG0464
 LG0464.Click photographs - Photos may exist for this station.
 LG0464
 LG0464.The dynamic height is computed by dividing the NAVD 88
 LG0464.geopotential number by the normal gravity value computed on the
 LG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0464.degrees latitude (g = 980.6199 gals.).
 LG0464
 LG0464.The modeled gravity was interpolated from observed gravity values.
 LG0464
 LG0464;                    North         East    Units  Estimated Accuracy
 LG0464;SPC NE       -    92,930.      711,600.      MT  (+/- 180 meters Scaled)
 LG0464
 LG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL270001(NAD 83)
 LG0464
 LG0464                          SUPERSEDED SURVEY CONTROL
 LG0464
 LG0464  NGVD 29 (??/??/92)  492.251  (m)         1614.99   (f) ADJ UNCH    1 2
 LG0464
 LG0464.Superseded values are not recommended for survey control.
 LG0464
 LG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0464.See file dsdata.pdf to determine how the superseded data were derived.
 LG0464
 LG0464_MARKER: DB = BENCH MARK DISK
 LG0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0464_STAMPING: 1614.905 N 14 1933
 LG0464_MARK LOGO: CGS
 LG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0464+STABILITY: SURFACE MOTION
 LG0464
 LG0464  HISTORY     - Date     Condition        Report By
 LG0464  HISTORY     - 1933     MONUMENTED       CGS
 LG0464  HISTORY     - 1940     GOOD             CGS
 LG0464  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0464
 LG0464                          STATION DESCRIPTION
 LG0464
 LG0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0464'2.5 MI W FROM EXETER.
 LG0464'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0464'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.2 MILE WEST OF
 LG0464'MILEPOST 108, 0.3 MILE EAST OF A ROAD CROSSING, 190 FEET
 LG0464'NORTHEAST OF A WHISTLE POST, 190 FEET NORTHWEST OF A BATTERY
 LG0464'BOX, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 LG0464'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0464'1614.905 N 14 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0464'PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0464
 LG0464                          STATION RECOVERY (1967)
 LG0464
 LG0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1218 ***********************************************************************
 NM1218  DESIGNATION -  N 141
 NM1218  PID         -  NM1218
 NM1218  STATE/COUNTY-  NE/MADISON
 NM1218  COUNTRY     -  US
 NM1218  USGS QUAD   -  HOSKINS (2017)
 NM1218
 NM1218                         *CURRENT SURVEY CONTROL
 NM1218  ______________________________________________________________________
 NM1218* NAD 83(1986) POSITION- 42 00 49.     (N) 097 22 15.     (W)   SCALED
 NM1218* NAVD 88 ORTHO HEIGHT -   459.053 (meters)     1506.08  (feet) ADJUSTED
 NM1218  ______________________________________________________________________
 NM1218  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 NM1218  DYNAMIC HEIGHT  -        458.874 (meters)     1505.49  (feet) COMP
 NM1218  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 NM1218
 NM1218  VERT ORDER      -  SECOND    CLASS 0
 NM1218
 NM1218.The horizontal coordinates were scaled from a map and have
 NM1218.an estimated accuracy of +/- 6 seconds.
 NM1218
 NM1218.The orthometric height was determined by differential leveling and
 NM1218.adjusted by the NATIONAL GEODETIC SURVEY
 NM1218.in June 1991.
 NM1218
 NM1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1218.GEOID18 height accuracy estimate available here.
 NM1218
 NM1218.Click photographs - Photos may exist for this station.
 NM1218
 NM1218.The dynamic height is computed by dividing the NAVD 88
 NM1218.geopotential number by the normal gravity value computed on the
 NM1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1218.degrees latitude (g = 980.6199 gals.).
 NM1218
 NM1218.The modeled gravity was interpolated from observed gravity values.
 NM1218
 NM1218;                    North         East    Units  Estimated Accuracy
 NM1218;SPC NE       -   245,380.      717,680.      MT  (+/- 180 meters Scaled)
 NM1218
 NM1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM348525(NAD 83)
 NM1218
 NM1218                          SUPERSEDED SURVEY CONTROL
 NM1218
 NM1218  NGVD 29 (??/??/92)  458.872  (m)         1505.48   (f) ADJ UNCH    2 0
 NM1218
 NM1218.Superseded values are not recommended for survey control.
 NM1218
 NM1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1218.See file dsdata.pdf to determine how the superseded data were derived.
 NM1218
 NM1218_MARKER: DB = BENCH MARK DISK
 NM1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1218_STAMPING: N 141 1935
 NM1218_MARK LOGO: CGS
 NM1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1218+STABILITY: SURFACE MOTION
 NM1218
 NM1218  HISTORY     - Date     Condition        Report By
 NM1218  HISTORY     - 1935     MONUMENTED       CGS
 NM1218  HISTORY     - 1968     MARK NOT FOUND   CGS
 NM1218
 NM1218                          STATION DESCRIPTION
 NM1218
 NM1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1218'2 MI E FROM NORFOLK.
 NM1218'IN STANTON COUNTY, 2.0 MI E ALONG THE CHICAGO AND NORTH WESTERN
 NM1218'RAILWAY FROM THE STATION AT NORFOLK, MADISON COUNTY, 429 FT W OF
 NM1218'BRIDGE 129, 89 FT N OF MILEPOST 79, 41.5 FT N OF THE N RAIL, AND
 NM1218'37 FT S OF THE CENTER LINE OF U.S. HIGHWAY 275.  A STANDARD DISK,
 NM1218'STAMPED N 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NM1218
 NM1218                          STATION RECOVERY (1968)
 NM1218
 NM1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0087 ***********************************************************************
 LH0087  DESIGNATION -  N 15
 LH0087  PID         -  LH0087
 LH0087  STATE/COUNTY-  NE/CLAY
 LH0087  COUNTRY     -  US
 LH0087  USGS QUAD   -  INLAND (2017)
 LH0087
 LH0087                         *CURRENT SURVEY CONTROL
 LH0087  ______________________________________________________________________
 LH0087* NAD 83(1986) POSITION- 40 36 11.     (N) 098 11 06.     (W)   SCALED
 LH0087* NAVD 88 ORTHO HEIGHT -   554.895 (meters)     1820.52  (feet) ADJUSTED
 LH0087  ______________________________________________________________________
 LH0087  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 LH0087  DYNAMIC HEIGHT  -        554.589 (meters)     1819.51  (feet) COMP
 LH0087  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 LH0087
 LH0087  VERT ORDER      -  FIRST     CLASS II
 LH0087
 LH0087.The horizontal coordinates were scaled from a map and have
 LH0087.an estimated accuracy of +/- 6 seconds.
 LH0087
 LH0087.The orthometric height was determined by differential leveling and
 LH0087.adjusted by the NATIONAL GEODETIC SURVEY
 LH0087.in June 1991.
 LH0087
 LH0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0087.GEOID18 height accuracy estimate available here.
 LH0087
 LH0087.Click photographs - Photos may exist for this station.
 LH0087
 LH0087.The dynamic height is computed by dividing the NAVD 88
 LH0087.geopotential number by the normal gravity value computed on the
 LH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0087.degrees latitude (g = 980.6199 gals.).
 LH0087
 LH0087.The modeled gravity was interpolated from observed gravity values.
 LH0087
 LH0087;                    North         East    Units  Estimated Accuracy
 LH0087;SPC NE       -    87,070.      653,570.      MT  (+/- 180 meters Scaled)
 LH0087
 LH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK689950(NAD 83)
 LH0087
 LH0087                          SUPERSEDED SURVEY CONTROL
 LH0087
 LH0087  NGVD 29 (??/??/92)  554.678  (m)         1819.81   (f) ADJ UNCH    1 2
 LH0087
 LH0087.Superseded values are not recommended for survey control.
 LH0087
 LH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0087.See file dsdata.pdf to determine how the superseded data were derived.
 LH0087
 LH0087_MARKER: DB = BENCH MARK DISK
 LH0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0087_SP_SET: BRIDGE
 LH0087_STAMPING: 1819.855 N 15 1933
 LH0087_MARK LOGO: CGS
 LH0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0087
 LH0087  HISTORY     - Date     Condition        Report By
 LH0087  HISTORY     - 1933     MONUMENTED       CGS
 LH0087  HISTORY     - 1934     GOOD             CGS
 LH0087  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0087
 LH0087                          STATION DESCRIPTION
 LH0087
 LH0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0087'2.2 MI E FROM INLAND.
 LH0087'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0087'FROM THE STATION AT INLAND, CLAY COUNTY, 4 RAILS WEST OF A
 LH0087'ROAD CROSSING, AT REINFORCED CONCRETE BRIDGE 145.38, AND IN THE
 LH0087'TOP OF THE NORTH END OF THE WEST ABUTMENT.  A STANDARD DISK,
 LH0087'STAMPED 1819.855 N 15 1933.
 LH0087
 LH0087                          STATION RECOVERY (1991)
 LH0087
 LH0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0087'THE DISK MAY STILL BE IN PLACE UNDER A WOODEN BEAM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0301 ***********************************************************************
 LJ0301  DESIGNATION -  N 158
 LJ0301  PID         -  LJ0301
 LJ0301  STATE/COUNTY-  NE/CHASE
 LJ0301  COUNTRY     -  US
 LJ0301  USGS QUAD   -  IMPERIAL (2017)
 LJ0301
 LJ0301                         *CURRENT SURVEY CONTROL
 LJ0301  ______________________________________________________________________
 LJ0301* NAD 83(1986) POSITION- 40 30 42.     (N) 101 38 32.     (W)   SCALED
 LJ0301* NAVD 88 ORTHO HEIGHT -  1001.653 (meters)     3286.26  (feet) ADJUSTED
 LJ0301  ______________________________________________________________________
 LJ0301  GEOID HEIGHT    -        -22.170 (meters)                     GEOID18
 LJ0301  DYNAMIC HEIGHT  -       1000.970 (meters)     3284.02  (feet) COMP
 LJ0301  MODELED GRAVITY -    979,908.9   (mgal)                       NAVD 88
 LJ0301
 LJ0301  VERT ORDER      -  SECOND    CLASS 0
 LJ0301
 LJ0301.The horizontal coordinates were scaled from a map and have
 LJ0301.an estimated accuracy of +/- 6 seconds.
 LJ0301
 LJ0301.The orthometric height was determined by differential leveling and
 LJ0301.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0301.in June 1991.
 LJ0301
 LJ0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0301.GEOID18 height accuracy estimate available here.
 LJ0301
 LJ0301.Click photographs - Photos may exist for this station.
 LJ0301
 LJ0301.The dynamic height is computed by dividing the NAVD 88
 LJ0301.geopotential number by the normal gravity value computed on the
 LJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0301.degrees latitude (g = 980.6199 gals.).
 LJ0301
 LJ0301.The modeled gravity was interpolated from observed gravity values.
 LJ0301
 LJ0301;                    North         East    Units  Estimated Accuracy
 LJ0301;SPC NE       -    76,640.      360,850.      MT  (+/- 180 meters Scaled)
 LJ0301
 LJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK761879(NAD 83)
 LJ0301
 LJ0301                          SUPERSEDED SURVEY CONTROL
 LJ0301
 LJ0301  NGVD 29 (??/??/92) 1001.255  (m)         3284.95   (f) ADJ UNCH    2 0
 LJ0301
 LJ0301.Superseded values are not recommended for survey control.
 LJ0301
 LJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0301.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0301
 LJ0301_MARKER: DB = BENCH MARK DISK
 LJ0301_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LJ0301_SP_SET: WATER TOWER FOOTING
 LJ0301_STAMPING: N 158 1934
 LJ0301_MARK LOGO: CGS
 LJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0301+STABILITY: SURFACE MOTION
 LJ0301
 LJ0301  HISTORY     - Date     Condition        Report By
 LJ0301  HISTORY     - 1934     MONUMENTED       CGS
 LJ0301
 LJ0301                          STATION DESCRIPTION
 LJ0301
 LJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0301'AT IMPERIAL.
 LJ0301'AT IMPERIAL, IN RAILROAD WATER TOWER, 75 FEET EAST OF STATION.
 LJ0301'12 FEET SOUTH OF TRACK.  18 INCHES ABOVE THE GROUND.  IN CENTER
 LJ0301'AND TOP OF CONCRETE OF NORTHMOST CONCRETE FOOTING.  AT MILEPOST
 LJ0301'48.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0103 ***********************************************************************
 LJ0103  DESIGNATION -  N 159
 LJ0103  PID         -  LJ0103
 LJ0103  STATE/COUNTY-  NE/HITCHCOCK
 LJ0103  COUNTRY     -  US
 LJ0103  USGS QUAD   -  BEVERLY (2017)
 LJ0103
 LJ0103                         *CURRENT SURVEY CONTROL
 LJ0103  ______________________________________________________________________
 LJ0103* NAD 83(1986) POSITION- 40 17 06.     (N) 100 53 26.     (W)   SCALED
 LJ0103* NAVD 88 ORTHO HEIGHT -   844.429 (meters)     2770.43  (feet) ADJUSTED
 LJ0103  ______________________________________________________________________
 LJ0103  GEOID HEIGHT    -        -23.525 (meters)                     GEOID18
 LJ0103  DYNAMIC HEIGHT  -        843.873 (meters)     2768.61  (feet) COMP
 LJ0103  MODELED GRAVITY -    979,938.1   (mgal)                       NAVD 88
 LJ0103
 LJ0103  VERT ORDER      -  SECOND    CLASS 0
 LJ0103
 LJ0103.The horizontal coordinates were scaled from a map and have
 LJ0103.an estimated accuracy of +/- 6 seconds.
 LJ0103
 LJ0103.The orthometric height was determined by differential leveling and
 LJ0103.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0103.in June 1991.
 LJ0103
 LJ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0103.GEOID18 height accuracy estimate available here.
 LJ0103
 LJ0103.Click photographs - Photos may exist for this station.
 LJ0103
 LJ0103.The dynamic height is computed by dividing the NAVD 88
 LJ0103.geopotential number by the normal gravity value computed on the
 LJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0103.degrees latitude (g = 980.6199 gals.).
 LJ0103
 LJ0103.The modeled gravity was interpolated from observed gravity values.
 LJ0103
 LJ0103;                    North         East    Units  Estimated Accuracy
 LJ0103;SPC NE       -    50,540.      424,280.      MT  (+/- 180 meters Scaled)
 LJ0103
 LJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK392611(NAD 83)
 LJ0103
 LJ0103                          SUPERSEDED SURVEY CONTROL
 LJ0103
 LJ0103  NGVD 29 (??/??/92)  844.109  (m)         2769.38   (f) ADJ UNCH    2 0
 LJ0103
 LJ0103.Superseded values are not recommended for survey control.
 LJ0103
 LJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0103.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0103
 LJ0103_MARKER: DB = BENCH MARK DISK
 LJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0103_STAMPING: N 159 1934
 LJ0103_MARK LOGO: CGS
 LJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0103+STABILITY: SURFACE MOTION
 LJ0103
 LJ0103  HISTORY     - Date     Condition        Report By
 LJ0103  HISTORY     - 1934     MONUMENTED       CGS
 LJ0103  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0103
 LJ0103                          STATION DESCRIPTION
 LJ0103
 LJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0103'8.3 MI N FROM CULBERTSON.
 LJ0103'8.3 MILES NORTH BURLINGTON STATION AT CULBERTSON, ON HIGHWAY
 LJ0103'17 ABOUT 2 MILES NORTH OF JUNCTION OF HIGHWAY 17 AND U.S.
 LJ0103'HIGHWAY 6.  AT ENTRANCE TO FIELD.  40 FEET EAST OF CENTER
 LJ0103'LINE OF HIGHWAY 17.
 LJ0103
 LJ0103                          STATION RECOVERY (1973)
 LJ0103
 LJ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0655 ***********************************************************************
 ML0655  DESIGNATION -  N 16
 ML0655  PID         -  ML0655
 ML0655  STATE/COUNTY-  NE/CUSTER
 ML0655  COUNTRY     -  US
 ML0655  USGS QUAD   -  MASON CITY NW (2017)
 ML0655
 ML0655                         *CURRENT SURVEY CONTROL
 ML0655  ______________________________________________________________________
 ML0655* NAD 83(1986) POSITION- 41 10 43.     (N) 099 22 39.     (W)   SCALED
 ML0655* NAVD 88 ORTHO HEIGHT -   727.159 (meters)     2385.69  (feet) ADJUSTED
 ML0655  ______________________________________________________________________
 ML0655  GEOID HEIGHT    -        -23.488 (meters)                     GEOID18
 ML0655  DYNAMIC HEIGHT  -        726.763 (meters)     2384.39  (feet) COMP
 ML0655  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 ML0655
 ML0655  VERT ORDER      -  FIRST     CLASS II
 ML0655
 ML0655.The horizontal coordinates were scaled from a map and have
 ML0655.an estimated accuracy of +/- 6 seconds.
 ML0655
 ML0655.The orthometric height was determined by differential leveling and
 ML0655.adjusted by the NATIONAL GEODETIC SURVEY
 ML0655.in June 1991.
 ML0655
 ML0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0655.GEOID18 height accuracy estimate available here.
 ML0655
 ML0655.Click photographs - Photos may exist for this station.
 ML0655
 ML0655.The dynamic height is computed by dividing the NAVD 88
 ML0655.geopotential number by the normal gravity value computed on the
 ML0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0655.degrees latitude (g = 980.6199 gals.).
 ML0655
 ML0655.The modeled gravity was interpolated from observed gravity values.
 ML0655
 ML0655;                    North         East    Units  Estimated Accuracy
 ML0655;SPC NE       -   149,550.      552,220.      MT  (+/- 180 meters Scaled)
 ML0655
 ML0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML683586(NAD 83)
 ML0655
 ML0655                          SUPERSEDED SURVEY CONTROL
 ML0655
 ML0655  NGVD 29 (??/??/92)  726.910  (m)         2384.87   (f) ADJ UNCH    1 2
 ML0655
 ML0655.Superseded values are not recommended for survey control.
 ML0655
 ML0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0655.See file dsdata.pdf to determine how the superseded data were derived.
 ML0655
 ML0655_MARKER: DB = BENCH MARK DISK
 ML0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0655_STAMPING: 2384.871 N 16 1933
 ML0655_MARK LOGO: CGS
 ML0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0655+STABILITY: SURFACE MOTION
 ML0655
 ML0655  HISTORY     - Date     Condition        Report By
 ML0655  HISTORY     - 1933     MONUMENTED       CGS
 ML0655  HISTORY     - 1968     MARK NOT FOUND   CGS
 ML0655  HISTORY     - 20190404 MARK NOT FOUND   NEGS
 ML0655
 ML0655                          STATION DESCRIPTION
 ML0655
 ML0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0655'8 M S FROM ANSLEY.
 ML0655'ABOUT 8 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY, CUSTER
 ML0655'COUNTY, BETWEEN TWO HILLS, ABOUT 1/4 MILE SOUTH OF A CROSS
 ML0655'ROAD, ABOUT 400 FEET EAST OF THE FARMHOUSE OF DR. C.D. WILLIAMS,
 ML0655'ABOUT 100 YARDS SOUTH OF A SMALL CULVERT, AND 30 FEET EAST
 ML0655'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ML0655'2384.871 N 16 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0655'ABOUT 5 INCHES ABOVE GROUND.  NOTE-- THE ROAD WAS WIDENED.  A
 ML0655'LARGE CUT WAS TAKEN IN THE ROAD AT THE MARK SITE.
 ML0655
 ML0655                          STATION RECOVERY (2019)
 ML0655
 ML0655'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0655'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0282 ***********************************************************************
 LJ0282  DESIGNATION -  N 161
 LJ0282  PID         -  LJ0282
 LJ0282  STATE/COUNTY-  NE/PERKINS
 LJ0282  COUNTRY     -  US
 LJ0282  USGS QUAD   -  GRANT (2017)
 LJ0282
 LJ0282                         *CURRENT SURVEY CONTROL
 LJ0282  ______________________________________________________________________
 LJ0282* NAD 83(1986) POSITION- 40 50 40.29   (N) 101 38 01.88   (W)   HD_HELD1
 LJ0282* NAVD 88 ORTHO HEIGHT -  1024.401 (meters)     3360.89  (feet) ADJUSTED
 LJ0282  ______________________________________________________________________
 LJ0282  GEOID HEIGHT    -        -21.605 (meters)                     GEOID18
 LJ0282  DYNAMIC HEIGHT  -       1023.728 (meters)     3358.68  (feet) COMP
 LJ0282  MODELED GRAVITY -    979,932.5   (mgal)                       NAVD 88
 LJ0282
 LJ0282  VERT ORDER      -  SECOND    CLASS 0
 LJ0282
 LJ0282.The horizontal coordinates were determined by differentially corrected
 LJ0282.hand held GPS observations or other comparable positioning techniques
 LJ0282.and have an estimated accuracy of +/- 3 meters.
 LJ0282
 LJ0282.The orthometric height was determined by differential leveling and
 LJ0282.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0282.in June 1991.
 LJ0282
 LJ0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0282.GEOID18 height accuracy estimate available here.
 LJ0282
 LJ0282.Click photographs - Photos may exist for this station.
 LJ0282
 LJ0282.The dynamic height is computed by dividing the NAVD 88
 LJ0282.geopotential number by the normal gravity value computed on the
 LJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0282.degrees latitude (g = 980.6199 gals.).
 LJ0282
 LJ0282.The modeled gravity was interpolated from observed gravity values.
 LJ0282
 LJ0282;                    North         East    Units  Estimated Accuracy
 LJ0282;SPC NE       -   113,571.6     362,258.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0282
 LJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7795724837(NAD 83)
 LJ0282
 LJ0282                          SUPERSEDED SURVEY CONTROL
 LJ0282
 LJ0282  NGVD 29 (??/??/92) 1023.989  (m)         3359.54   (f) ADJ UNCH    2 0
 LJ0282
 LJ0282.Superseded values are not recommended for survey control.
 LJ0282
 LJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0282.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0282
 LJ0282_MARKER: DB = BENCH MARK DISK
 LJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0282_STAMPING: N 161 1934
 LJ0282_MARK LOGO: CGS
 LJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0282+STABILITY: SURFACE MOTION
 LJ0282
 LJ0282  HISTORY     - Date     Condition        Report By
 LJ0282  HISTORY     - 1934     MONUMENTED       CGS
 LJ0282  HISTORY     - 1941     GOOD             CGS
 LJ0282
 LJ0282                          STATION DESCRIPTION
 LJ0282
 LJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0282'4.8 MI W FROM MADRID.
 LJ0282'4.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0282'FROM THE STATION AT MADRID, PERKINS COUNTY, AT A ROAD CROSSING,
 LJ0282'30 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 21 FEET WEST OF
 LJ0282'THE CENTERLINE OF THE ROAD, AT THE GATE TO A FIELD, AND IN LINE
 LJ0282'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED N 161 1934 AND
 LJ0282'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0173 ***********************************************************************
 LJ0173  DESIGNATION -  N 162
 LJ0173  PID         -  LJ0173
 LJ0173  STATE/COUNTY-  NE/HAYES
 LJ0173  COUNTRY     -  US
 LJ0173  USGS QUAD   -  HAYES CENTER (2017)
 LJ0173
 LJ0173                         *CURRENT SURVEY CONTROL
 LJ0173  ______________________________________________________________________
 LJ0173* NAD 83(1986) POSITION- 40 31 24.     (N) 101 06 49.     (W)   SCALED
 LJ0173* NAVD 88 ORTHO HEIGHT -   943.719 (meters)     3096.18  (feet) ADJUSTED
 LJ0173  ______________________________________________________________________
 LJ0173  GEOID HEIGHT    -        -22.795 (meters)                     GEOID18
 LJ0173  DYNAMIC HEIGHT  -        943.086 (meters)     3094.11  (feet) COMP
 LJ0173  MODELED GRAVITY -    979,922.2   (mgal)                       NAVD 88
 LJ0173
 LJ0173  VERT ORDER      -  SECOND    CLASS 0
 LJ0173
 LJ0173.The horizontal coordinates were scaled from a map and have
 LJ0173.an estimated accuracy of +/- 6 seconds.
 LJ0173
 LJ0173.The orthometric height was determined by differential leveling and
 LJ0173.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0173.in June 1991.
 LJ0173
 LJ0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0173.GEOID18 height accuracy estimate available here.
 LJ0173
 LJ0173.Click photographs - Photos may exist for this station.
 LJ0173
 LJ0173.The dynamic height is computed by dividing the NAVD 88
 LJ0173.geopotential number by the normal gravity value computed on the
 LJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0173.degrees latitude (g = 980.6199 gals.).
 LJ0173
 LJ0173.The modeled gravity was interpolated from observed gravity values.
 LJ0173
 LJ0173;                    North         East    Units  Estimated Accuracy
 LJ0173;SPC NE       -    77,220.      405,660.      MT  (+/- 180 meters Scaled)
 LJ0173
 LJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK209879(NAD 83)
 LJ0173
 LJ0173                          SUPERSEDED SURVEY CONTROL
 LJ0173
 LJ0173  NGVD 29 (??/??/92)  943.342  (m)         3094.95   (f) ADJ UNCH    2 0
 LJ0173
 LJ0173.Superseded values are not recommended for survey control.
 LJ0173
 LJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0173.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0173
 LJ0173_MARKER: DB = BENCH MARK DISK
 LJ0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0173_SP_SET: CULVERT HEADWALL
 LJ0173_STAMPING: N 162 1934
 LJ0173_MARK LOGO: CGS
 LJ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0173+STABILITY: SURFACE MOTION
 LJ0173
 LJ0173  HISTORY     - Date     Condition        Report By
 LJ0173  HISTORY     - 1934     MONUMENTED       CGS
 LJ0173  HISTORY     - 1938     GOOD             CGS
 LJ0173
 LJ0173                          STATION DESCRIPTION
 LJ0173
 LJ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0173'5.3 MI NW FROM HAYES CENTER.
 LJ0173'ALONG STATE HWY. 17, 5.3 NORTHWEST OF THE I.O.O.F. BUILDING AT
 LJ0173'HAYES CENTER, ABOUT 1/4 MILE NORTH OF A FARM HOUSE.  A STANDARD DISK
 LJ0173'SET IN TOP OF A CONCRETE HEADWALL OF HWY. CULVERT ON THE EAST
 LJ0173'SIDE OF HWY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0734 ***********************************************************************
 LG0734  DESIGNATION -  N 163
 LG0734  PID         -  LG0734
 LG0734  STATE/COUNTY-  NE/NUCKOLLS
 LG0734  COUNTRY     -  US
 LG0734  USGS QUAD   -  OAK (2017)
 LG0734
 LG0734                         *CURRENT SURVEY CONTROL
 LG0734  ______________________________________________________________________
 LG0734* NAD 83(1986) POSITION- 40 07 57.76   (N) 097 59 52.70   (W)   HD_HELD1
 LG0734* NAVD 88 ORTHO HEIGHT -   539.902 (meters)     1771.33  (feet) ADJUSTED
 LG0734  ______________________________________________________________________
 LG0734  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 LG0734  DYNAMIC HEIGHT  -        539.586 (meters)     1770.29  (feet) COMP
 LG0734  MODELED GRAVITY -    980,023.9   (mgal)                       NAVD 88
 LG0734
 LG0734  VERT ORDER      -  SECOND    CLASS 0
 LG0734
 LG0734.The horizontal coordinates were determined by differentially corrected
 LG0734.hand held GPS observations or other comparable positioning techniques
 LG0734.and have an estimated accuracy of +/- 3 meters.
 LG0734
 LG0734.The orthometric height was determined by differential leveling and
 LG0734.adjusted by the NATIONAL GEODETIC SURVEY
 LG0734.in June 1991.
 LG0734
 LG0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0734.GEOID18 height accuracy estimate available here.
 LG0734
 LG0734.Click photographs - Photos may exist for this station.
 LG0734
 LG0734.The dynamic height is computed by dividing the NAVD 88
 LG0734.geopotential number by the normal gravity value computed on the
 LG0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0734.degrees latitude (g = 980.6199 gals.).
 LG0734
 LG0734.The modeled gravity was interpolated from observed gravity values.
 LG0734
 LG0734;                    North         East    Units  Estimated Accuracy
 LG0734;SPC NE       -    35,216.8     670,604.4     MT  (+/- 3 meters HH1 GPS) 
 LG0734
 LG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8536742968(NAD 83)
 LG0734
 LG0734                          SUPERSEDED SURVEY CONTROL
 LG0734
 LG0734  NGVD 29 (??/??/92)  539.721  (m)         1770.73   (f) ADJ UNCH    2 0
 LG0734
 LG0734.Superseded values are not recommended for survey control.
 LG0734
 LG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0734.See file dsdata.pdf to determine how the superseded data were derived.
 LG0734
 LG0734_MARKER: DB = BENCH MARK DISK
 LG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0734_STAMPING: N 163 1934
 LG0734_MARK LOGO: CGS
 LG0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0734+STABILITY: SURFACE MOTION
 LG0734
 LG0734  HISTORY     - Date     Condition        Report By
 LG0734  HISTORY     - 1934     MONUMENTED       CGS
 LG0734
 LG0734                          STATION DESCRIPTION
 LG0734
 LG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0734'1.9 MI NE FROM CADAMS.
 LG0734'1.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0734'FROM THE STATION AT CADAMS, NUCKOLLS COUNTY, AT A ROAD CROSSING,
 LG0734'48 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 27 FEET SOUTH
 LG0734'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 LG0734'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0677 ***********************************************************************
 LH0677  DESIGNATION -  N 164
 LH0677  PID         -  LH0677
 LH0677  STATE/COUNTY-  NE/PHELPS
 LH0677  COUNTRY     -  US
 LH0677  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0677
 LH0677                         *CURRENT SURVEY CONTROL
 LH0677  ______________________________________________________________________
 LH0677* NAD 83(1986) POSITION- 40 26 17.     (N) 099 21 38.     (W)   SCALED
 LH0677* NAVD 88 ORTHO HEIGHT -   704.088 (meters)     2310.00  (feet) ADJUSTED
 LH0677  ______________________________________________________________________
 LH0677  GEOID HEIGHT    -        -24.877 (meters)                     GEOID18
 LH0677  DYNAMIC HEIGHT  -        703.654 (meters)     2308.57  (feet) COMP
 LH0677  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 LH0677
 LH0677  VERT ORDER      -  SECOND    CLASS 0
 LH0677
 LH0677.The horizontal coordinates were scaled from a map and have
 LH0677.an estimated accuracy of +/- 6 seconds.
 LH0677
 LH0677.The orthometric height was determined by differential leveling and
 LH0677.adjusted by the NATIONAL GEODETIC SURVEY
 LH0677.in June 1991.
 LH0677
 LH0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0677.GEOID18 height accuracy estimate available here.
 LH0677
 LH0677.Click photographs - Photos may exist for this station.
 LH0677
 LH0677.The dynamic height is computed by dividing the NAVD 88
 LH0677.geopotential number by the normal gravity value computed on the
 LH0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0677.degrees latitude (g = 980.6199 gals.).
 LH0677
 LH0677.The modeled gravity was interpolated from observed gravity values.
 LH0677
 LH0677;                    North         East    Units  Estimated Accuracy
 LH0677;SPC NE       -    67,340.      554,240.      MT  (+/- 180 meters Scaled)
 LH0677
 LH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK694764(NAD 83)
 LH0677
 LH0677                          SUPERSEDED SURVEY CONTROL
 LH0677
 LH0677  NGVD 29 (??/??/92)  703.812  (m)         2309.09   (f) ADJ UNCH    2 0
 LH0677
 LH0677.Superseded values are not recommended for survey control.
 LH0677
 LH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0677.See file dsdata.pdf to determine how the superseded data were derived.
 LH0677
 LH0677_MARKER: DB = BENCH MARK DISK
 LH0677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0677_SP_SET: CULVERT HEADWALL
 LH0677_STAMPING: N 164 1934
 LH0677_MARK LOGO: CGS
 LH0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0677+STABILITY: SURFACE MOTION
 LH0677
 LH0677  HISTORY     - Date     Condition        Report By
 LH0677  HISTORY     - 1934     MONUMENTED       CGS
 LH0677  HISTORY     - 1941     GOOD             CGS
 LH0677  HISTORY     - 19820318 GOOD             NGS
 LH0677
 LH0677                          STATION DESCRIPTION
 LH0677
 LH0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0677'AT HOLDREGE.
 LH0677'AT THE EAST SIDE OF HOLDREGE, PHELPS COUNTY, ON THE CHICAGO,
 LH0677'BURLINGTON AND QUINCY RAILROAD, 50 FEET EAST OF RAILROAD BRIDGE
 LH0677'210.42, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A
 LH0677'CONCRETE CULVERT ON U.S. HIGHWAY 6, IN THE TOP OF THE SOUTH
 LH0677'HEADWALL, AND 15 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.  A
 LH0677'STANDARD DISK, STAMPED N 164 1934.
 LH0677
 LH0677                          STATION RECOVERY (1982)
 LH0677
 LH0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH0677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1516 ***********************************************************************
 LH1516  DESIGNATION -  N 164 RESET
 LH1516  PID         -  LH1516
 LH1516  STATE/COUNTY-  NE/PHELPS
 LH1516  COUNTRY     -  US
 LH1516  USGS QUAD   -  HOLDREGE EAST (2017)
 LH1516
 LH1516                         *CURRENT SURVEY CONTROL
 LH1516  ______________________________________________________________________
 LH1516* NAD 83(1986) POSITION- 40 26 17.     (N) 099 21 38.     (W)   SCALED
 LH1516* NAVD 88 ORTHO HEIGHT -   707.19  (meters)     2320.2   (feet) RESET
 LH1516  ______________________________________________________________________
 LH1516  GEOID HEIGHT    -        -24.877 (meters)                     GEOID18
 LH1516  VERT ORDER      -  THIRD
 LH1516
 LH1516.The horizontal coordinates were scaled from a map and have
 LH1516.an estimated accuracy of +/- 6 seconds.
 LH1516
 LH1516.The orthometric height was computed from unverified reset data.
 LH1516
 LH1516.No vertical observational check was made to the station.
 LH1516
 LH1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1516.GEOID18 height accuracy estimate available here.
 LH1516
 LH1516.Click photographs - Photos may exist for this station.
 LH1516
 LH1516;                    North         East    Units  Estimated Accuracy
 LH1516;SPC NE       -    67,340.      554,240.      MT  (+/- 180 meters Scaled)
 LH1516
 LH1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK694764(NAD 83)
 LH1516
 LH1516                          SUPERSEDED SURVEY CONTROL
 LH1516
 LH1516  NGVD 29 (01/31/13)  706.91   (m)         2319.3    (f) RESET       3  
 LH1516
 LH1516.Superseded values are not recommended for survey control.
 LH1516
 LH1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1516.See file dsdata.pdf to determine how the superseded data were derived.
 LH1516
 LH1516_MARKER: DV = VERTICAL CONTROL DISK
 LH1516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH1516_SP_SET: BRIDGE ABUTMENT
 LH1516_STAMPING: N 164 RESET 1982
 LH1516_MARK LOGO: NGS
 LH1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1516
 LH1516  HISTORY     - Date     Condition        Report By
 LH1516  HISTORY     - 1982     MONUMENTED       NGS
 LH1516
 LH1516                          STATION DESCRIPTION
 LH1516
 LH1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1516'1.6 KM (1.00 MI) EAST ALONG US HIGHWAY 6 FROM THE JUNCTION WITH US
 LH1516'HIGHWAY 183 IN HOLDREGE, TO A STREET ON THE RIGHT AND THE MARK IN THE
 LH1516'NORTH END OF THE EAST ABUTMENT OF RAILROAD BRIDGE 210.42 OVER THE
 LH1516'STREET, 2.13 M (6.99 FT) NORTH OF THE NORTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0019 ***********************************************************************
 LJ0019  DESIGNATION -  N 165
 LJ0019  PID         -  LJ0019
 LJ0019  STATE/COUNTY-  NE/LINCOLN
 LJ0019  COUNTRY     -  US
 LJ0019  USGS QUAD   -  STOCKVILLE NE (2017)
 LJ0019
 LJ0019                         *CURRENT SURVEY CONTROL
 LJ0019  ______________________________________________________________________
 LJ0019* NAD 83(1986) POSITION- 40 43 58.     (N) 100 20 19.     (W)   SCALED
 LJ0019* NAVD 88 ORTHO HEIGHT -   822.622 (meters)     2698.89  (feet) ADJUSTED
 LJ0019  ______________________________________________________________________
 LJ0019  GEOID HEIGHT    -        -23.232 (meters)                     GEOID18
 LJ0019  DYNAMIC HEIGHT  -        822.113 (meters)     2697.22  (feet) COMP
 LJ0019  MODELED GRAVITY -    979,977.8   (mgal)                       NAVD 88
 LJ0019
 LJ0019  VERT ORDER      -  SECOND    CLASS 0
 LJ0019
 LJ0019.The horizontal coordinates were scaled from a map and have
 LJ0019.an estimated accuracy of +/- 6 seconds.
 LJ0019
 LJ0019.The orthometric height was determined by differential leveling and
 LJ0019.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0019.in June 1991.
 LJ0019
 LJ0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0019.GEOID18 height accuracy estimate available here.
 LJ0019
 LJ0019.Click photographs - Photos may exist for this station.
 LJ0019
 LJ0019.The dynamic height is computed by dividing the NAVD 88
 LJ0019.geopotential number by the normal gravity value computed on the
 LJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0019.degrees latitude (g = 980.6199 gals.).
 LJ0019
 LJ0019.The modeled gravity was interpolated from observed gravity values.
 LJ0019
 LJ0019;                    North         East    Units  Estimated Accuracy
 LJ0019;SPC NE       -    99,920.      471,400.      MT  (+/- 180 meters Scaled)
 LJ0019
 LJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL869099(NAD 83)
 LJ0019
 LJ0019                          SUPERSEDED SURVEY CONTROL
 LJ0019
 LJ0019  NGVD 29 (??/??/92)  822.286  (m)         2697.78   (f) ADJ UNCH    2 0
 LJ0019
 LJ0019.Superseded values are not recommended for survey control.
 LJ0019
 LJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0019.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0019
 LJ0019_MARKER: DB = BENCH MARK DISK
 LJ0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0019_SP_SET: BRIDGE
 LJ0019_STAMPING: N 165 1934
 LJ0019_MARK LOGO: CGS
 LJ0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0019
 LJ0019  HISTORY     - Date     Condition        Report By
 LJ0019  HISTORY     - 1934     MONUMENTED       CGS
 LJ0019  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0019
 LJ0019                          STATION DESCRIPTION
 LJ0019
 LJ0019'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0019'1.2 MI W FROM INGHAM.
 LJ0019'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0019'FROM THE STATION AT INGHAM, LINCOLN COUNTY, 100 FEET NORTH OF
 LJ0019'RAILROAD BRIDGE 57.20, AT A HIGHWAY BRIDGE, IN THE TOP OF THE
 LJ0019'SOUTHWEST CONCRETE WING WALL, AND ABOUT 25 FEET LOWER THAN THE
 LJ0019'TRACK.  A STANDARD DISK, STAMPED N 165 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0939 ***********************************************************************
 LH0939  DESIGNATION -  N 166 RESET
 LH0939  PID         -  LH0939
 LH0939  STATE/COUNTY-  NE/FURNAS
 LH0939  COUNTRY     -  US
 LH0939  USGS QUAD   -  OXFORD (2017)
 LH0939
 LH0939                         *CURRENT SURVEY CONTROL
 LH0939  ______________________________________________________________________
 LH0939* NAD 83(1986) POSITION- 40 16 16.     (N) 099 44 03.     (W)   SCALED
 LH0939* NAVD 88 ORTHO HEIGHT -   643.80  (+/-2cm)     2112.2   (feet) VERTCON
 LH0939  ______________________________________________________________________
 LH0939  GEOID HEIGHT    -        -24.780 (meters)                     GEOID18
 LH0939  VERT ORDER      -  THIRD (See Below)
 LH0939
 LH0939.The horizontal coordinates were scaled from a map and have
 LH0939.an estimated accuracy of +/- 6 seconds.
 LH0939
 LH0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0939
 LH0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0939.GEOID18 height accuracy estimate available here.
 LH0939
 LH0939.The vertical order pertains to the NGVD 29 superseded value.
 LH0939
 LH0939.Click photographs - Photos may exist for this station.
 LH0939
 LH0939;                    North         East    Units  Estimated Accuracy
 LH0939;SPC NE       -    48,640.      522,610.      MT  (+/- 180 meters Scaled)
 LH0939
 LH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK375581(NAD 83)
 LH0939
 LH0939                          SUPERSEDED SURVEY CONTROL
 LH0939
 LH0939  NGVD 29 (01/31/13)  643.52   (m)         2111.3    (f) RESET       3  
 LH0939
 LH0939.Superseded values are not recommended for survey control.
 LH0939
 LH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0939.See file dsdata.pdf to determine how the superseded data were derived.
 LH0939
 LH0939_MARKER: DV = VERTICAL CONTROL DISK
 LH0939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0939_SP_SET: WINGWALL
 LH0939_STAMPING: N 166 RESET 1977
 LH0939_MARK LOGO: NGS
 LH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0939+STABILITY: SURFACE MOTION
 LH0939
 LH0939  HISTORY     - Date     Condition        Report By
 LH0939  HISTORY     - 1977     MONUMENTED       NEDR
 LH0939
 LH0939                          STATION DESCRIPTION
 LH0939
 LH0939'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 LH0939'2.1 MI EAST FROM EDISON.
 LH0939'2.1 MILES EAST ALONG THE BURLINGTON NORTHERN INC. RAILROAD FROM
 LH0939'BRIDGE NO. 241.51 IN EDISON, 64 FEET SOUTH OF BRIDGE NO. 239.38,
 LH0939'BETWEEN THE TRACK AND U.S. HIGHWAY 136, AT A CONCRETE BRIDGE ON
 LH0939'THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0303 ***********************************************************************
 LH0303  DESIGNATION -  N 167
 LH0303  PID         -  LH0303
 LH0303  STATE/COUNTY-  NE/WEBSTER
 LH0303  COUNTRY     -  US
 LH0303  USGS QUAD   -  BLUE HILL (2017)
 LH0303
 LH0303                         *CURRENT SURVEY CONTROL
 LH0303  ______________________________________________________________________
 LH0303* NAD 83(1986) POSITION- 40 18 24.     (N) 098 25 18.     (W)   SCALED
 LH0303* NAVD 88 ORTHO HEIGHT -   609.004 (meters)     1998.04  (feet) ADJUSTED
 LH0303  ______________________________________________________________________
 LH0303  GEOID HEIGHT    -        -25.819 (meters)                     GEOID18
 LH0303  DYNAMIC HEIGHT  -        608.639 (meters)     1996.84  (feet) COMP
 LH0303  MODELED GRAVITY -    980,006.9   (mgal)                       NAVD 88
 LH0303
 LH0303  VERT ORDER      -  SECOND    CLASS 0
 LH0303
 LH0303.The horizontal coordinates were scaled from a map and have
 LH0303.an estimated accuracy of +/- 6 seconds.
 LH0303
 LH0303.The orthometric height was determined by differential leveling and
 LH0303.adjusted by the NATIONAL GEODETIC SURVEY
 LH0303.in June 1991.
 LH0303
 LH0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0303.GEOID18 height accuracy estimate available here.
 LH0303
 LH0303.Click photographs - Photos may exist for this station.
 LH0303
 LH0303.The dynamic height is computed by dividing the NAVD 88
 LH0303.geopotential number by the normal gravity value computed on the
 LH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0303.degrees latitude (g = 980.6199 gals.).
 LH0303
 LH0303.The modeled gravity was interpolated from observed gravity values.
 LH0303
 LH0303;                    North         East    Units  Estimated Accuracy
 LH0303;SPC NE       -    53,780.      634,150.      MT  (+/- 180 meters Scaled)
 LH0303
 LH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK491619(NAD 83)
 LH0303
 LH0303                          SUPERSEDED SURVEY CONTROL
 LH0303
 LH0303  NGVD 29 (??/??/92)  608.771  (m)         1997.28   (f) ADJ UNCH    2 0
 LH0303
 LH0303.Superseded values are not recommended for survey control.
 LH0303
 LH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0303.See file dsdata.pdf to determine how the superseded data were derived.
 LH0303
 LH0303_MARKER: DB = BENCH MARK DISK
 LH0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0303_STAMPING: N 167 1934
 LH0303_MARK LOGO: CGS
 LH0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0303+STABILITY: SURFACE MOTION
 LH0303
 LH0303  HISTORY     - Date     Condition        Report By
 LH0303  HISTORY     - 1934     MONUMENTED       CGS
 LH0303
 LH0303                          STATION DESCRIPTION
 LH0303
 LH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0303'2.7 MI E FROM BLUE HILL.
 LH0303'2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0303'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, AT A ROAD CROSSING,
 LH0303'38 FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTH OF THE
 LH0303'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE PROPERTY LINE.
 LH0303'A STANDARD DISK, STAMPED N 167 1934 AND SET IN THE TOP OF A
 LH0303'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0333 ***********************************************************************
 LH0333  DESIGNATION -  N 168
 LH0333  PID         -  LH0333
 LH0333  STATE/COUNTY-  NE/ADAMS
 LH0333  COUNTRY     -  US
 LH0333  USGS QUAD   -  HOLSTEIN (2017)
 LH0333
 LH0333                         *CURRENT SURVEY CONTROL
 LH0333  ______________________________________________________________________
 LH0333* NAD 83(1986) POSITION- 40 28 11.     (N) 098 42 10.     (W)   SCALED
 LH0333* NAVD 88 ORTHO HEIGHT -   608.011 (meters)     1994.78  (feet) ADJUSTED
 LH0333  ______________________________________________________________________
 LH0333  GEOID HEIGHT    -        -25.269 (meters)                     GEOID18
 LH0333  DYNAMIC HEIGHT  -        607.655 (meters)     1993.61  (feet) COMP
 LH0333  MODELED GRAVITY -    980,020.8   (mgal)                       NAVD 88
 LH0333
 LH0333  VERT ORDER      -  SECOND    CLASS 0
 LH0333
 LH0333.The horizontal coordinates were scaled from a map and have
 LH0333.an estimated accuracy of +/- 6 seconds.
 LH0333
 LH0333.The orthometric height was determined by differential leveling and
 LH0333.adjusted by the NATIONAL GEODETIC SURVEY
 LH0333.in June 1991.
 LH0333
 LH0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0333.GEOID18 height accuracy estimate available here.
 LH0333
 LH0333.Click photographs - Photos may exist for this station.
 LH0333
 LH0333.The dynamic height is computed by dividing the NAVD 88
 LH0333.geopotential number by the normal gravity value computed on the
 LH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0333.degrees latitude (g = 980.6199 gals.).
 LH0333
 LH0333.The modeled gravity was interpolated from observed gravity values.
 LH0333
 LH0333;                    North         East    Units  Estimated Accuracy
 LH0333;SPC NE       -    71,480.      609,990.      MT  (+/- 180 meters Scaled)
 LH0333
 LH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK251799(NAD 83)
 LH0333
 LH0333                          SUPERSEDED SURVEY CONTROL
 LH0333
 LH0333  NGVD 29 (??/??/92)  607.764  (m)         1993.97   (f) ADJ UNCH    2 0
 LH0333
 LH0333.Superseded values are not recommended for survey control.
 LH0333
 LH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0333.See file dsdata.pdf to determine how the superseded data were derived.
 LH0333
 LH0333_MARKER: DB = BENCH MARK DISK
 LH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0333_STAMPING: N 168 1934
 LH0333_MARK LOGO: CGS
 LH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0333+STABILITY: SURFACE MOTION
 LH0333
 LH0333  HISTORY     - Date     Condition        Report By
 LH0333  HISTORY     - 1934     MONUMENTED       CGS
 LH0333  HISTORY     - 1949     GOOD             CGS
 LH0333
 LH0333                          STATION DESCRIPTION
 LH0333
 LH0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0333'2.7 MI W FROM HOLSTEIN.
 LH0333'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0333'FROM THE WATER TOWER AT HOLSTEIN, ADAMS COUNTY, 19 RAILS EAST
 LH0333'OF BRIDGE 52.31, 54 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0333'AND 1 FOOT NORTH OF A PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0333'N 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0371 ***********************************************************************
 LH0371  DESIGNATION -  N 169
 LH0371  PID         -  LH0371
 LH0371  STATE/COUNTY-  NE/FRANKLIN
 LH0371  COUNTRY     -  US
 LH0371  USGS QUAD   -  RIVERTON (2017)
 LH0371
 LH0371                         *CURRENT SURVEY CONTROL
 LH0371  ______________________________________________________________________
 LH0371* NAD 83(1986) POSITION- 40 05 15.     (N) 098 45 28.     (W)   SCALED
 LH0371* NAVD 88 ORTHO HEIGHT -   539.703 (meters)     1770.68  (feet) ADJUSTED
 LH0371  ______________________________________________________________________
 LH0371  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 LH0371  DYNAMIC HEIGHT  -        539.375 (meters)     1769.60  (feet) COMP
 LH0371  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 LH0371
 LH0371  VERT ORDER      -  SECOND    CLASS 0
 LH0371
 LH0371.The horizontal coordinates were scaled from a map and have
 LH0371.an estimated accuracy of +/- 6 seconds.
 LH0371
 LH0371.The orthometric height was determined by differential leveling and
 LH0371.adjusted by the NATIONAL GEODETIC SURVEY
 LH0371.in June 1991.
 LH0371
 LH0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0371.GEOID18 height accuracy estimate available here.
 LH0371
 LH0371.Click photographs - Photos may exist for this station.
 LH0371
 LH0371.The dynamic height is computed by dividing the NAVD 88
 LH0371.geopotential number by the normal gravity value computed on the
 LH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0371.degrees latitude (g = 980.6199 gals.).
 LH0371
 LH0371.The modeled gravity was interpolated from observed gravity values.
 LH0371
 LH0371;                    North         East    Units  Estimated Accuracy
 LH0371;SPC NE       -    28,980.      605,940.      MT  (+/- 180 meters Scaled)
 LH0371
 LH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK206374(NAD 83)
 LH0371
 LH0371                          SUPERSEDED SURVEY CONTROL
 LH0371
 LH0371  NGVD 29 (??/??/92)  539.479  (m)         1769.94   (f) ADJ UNCH    2 0
 LH0371
 LH0371.Superseded values are not recommended for survey control.
 LH0371
 LH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0371.See file dsdata.pdf to determine how the superseded data were derived.
 LH0371
 LH0371_MARKER: DB = BENCH MARK DISK
 LH0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0371_STAMPING: N 169 1934
 LH0371_MARK LOGO: CGS
 LH0371_PROJECTION: FLUSH
 LH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0371+STABILITY: SURFACE MOTION
 LH0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0371+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 LH0371
 LH0371  HISTORY     - Date     Condition        Report By
 LH0371  HISTORY     - 1934     MONUMENTED       CGS
 LH0371  HISTORY     - 1972     GOOD             USGS
 LH0371  HISTORY     - 20090722 GOOD             NEDR
 LH0371
 LH0371                          STATION DESCRIPTION
 LH0371
 LH0371'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LH0371'AT RIVERTON.
 LH0371'AT RIVERTON, FRANKLIN COUNTY, NEBR., ON THE CHICAGO, BURLINGTON
 LH0371'AND QUINCY RR, ONE BLOCK EAST OF THE STATION, IN THE NW 1/4 OF
 LH0371'SEC. 2, T 1 N, R 13 W, 83 FT NORTH AND 41 FEET WEST OF RAILROAD
 LH0371'GRADE X-ING, 51 FT NORTH AND 41 FT WEST OF CROSS STREET, AND 37.5
 LH0371'FT SE OF SE CORNER OF HOUSE, SET IN YARD AND FLUSH WITH GROUND,
 LH0371'IN A CONCRETE POST.
 LH0371
 LH0371                          STATION RECOVERY (2009)
 LH0371
 LH0371'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 LH0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0567 ***********************************************************************
 ML0567  DESIGNATION -  N 17
 ML0567  PID         -  ML0567
 ML0567  STATE/COUNTY-  NE/LOUP
 ML0567  COUNTRY     -  US
 ML0567  USGS QUAD   -  TAYLOR (2017)
 ML0567
 ML0567                         *CURRENT SURVEY CONTROL
 ML0567  ______________________________________________________________________
 ML0567* NAD 83(1986) POSITION- 41 46 16.     (N) 099 22 47.     (W)   SCALED
 ML0567* NAVD 88 ORTHO HEIGHT -   691.956 (meters)     2270.19  (feet) ADJUSTED
 ML0567  ______________________________________________________________________
 ML0567  GEOID HEIGHT    -        -23.086 (meters)                     GEOID18
 ML0567  DYNAMIC HEIGHT  -        691.622 (meters)     2269.10  (feet) COMP
 ML0567  MODELED GRAVITY -    980,117.1   (mgal)                       NAVD 88
 ML0567
 ML0567  VERT ORDER      -  FIRST     CLASS II
 ML0567
 ML0567.The horizontal coordinates were scaled from a map and have
 ML0567.an estimated accuracy of +/- 6 seconds.
 ML0567
 ML0567.The orthometric height was determined by differential leveling and
 ML0567.adjusted by the NATIONAL GEODETIC SURVEY
 ML0567.in June 1991.
 ML0567
 ML0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0567.GEOID18 height accuracy estimate available here.
 ML0567
 ML0567.Click photographs - Photos may exist for this station.
 ML0567
 ML0567.The dynamic height is computed by dividing the NAVD 88
 ML0567.geopotential number by the normal gravity value computed on the
 ML0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0567.degrees latitude (g = 980.6199 gals.).
 ML0567
 ML0567.The modeled gravity was interpolated from observed gravity values.
 ML0567
 ML0567;                    North         East    Units  Estimated Accuracy
 ML0567;SPC NE       -   215,330.      551,560.      MT  (+/- 180 meters Scaled)
 ML0567
 ML0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM684244(NAD 83)
 ML0567
 ML0567                          SUPERSEDED SURVEY CONTROL
 ML0567
 ML0567  NGVD 29 (??/??/92)  691.701  (m)         2269.36   (f) ADJ UNCH    1 2
 ML0567
 ML0567.Superseded values are not recommended for survey control.
 ML0567
 ML0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0567.See file dsdata.pdf to determine how the superseded data were derived.
 ML0567
 ML0567_MARKER: DB = BENCH MARK DISK
 ML0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0567_STAMPING: N 17 1933
 ML0567_MARK LOGO: CGS
 ML0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0567+STABILITY: SURFACE MOTION
 ML0567
 ML0567  HISTORY     - Date     Condition        Report By
 ML0567  HISTORY     - 1933     MONUMENTED       CGS
 ML0567  HISTORY     - 1938     GOOD             CGS
 ML0567
 ML0567                          STATION DESCRIPTION
 ML0567
 ML0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0567'IN TAYLOR.
 ML0567'IN THE EAST EDGE OF THE CITY PARK AT TAYLOR, NEBR., 120 FT. SOUTH
 ML0567'OF THE NORTHEAST CORNER OF THE PARK AND IS 35 FT. WEST OF THE
 ML0567'CENTER OF HWY. 83.
 ML0567
 ML0567                          STATION RECOVERY (1938)
 ML0567
 ML0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 ML0567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0571 ***********************************************************************
 LG0571  DESIGNATION -  N 171
 LG0571  PID         -  LG0571
 LG0571  STATE/COUNTY-  NE/JEFFERSON
 LG0571  COUNTRY     -  US
 LG0571  USGS QUAD   -  FAIRBURY SW (2017)
 LG0571
 LG0571                         *CURRENT SURVEY CONTROL
 LG0571  ______________________________________________________________________
 LG0571* NAD 83(1986) POSITION- 40 07 28.     (N) 097 10 09.     (W)   SCALED
 LG0571* NAVD 88 ORTHO HEIGHT -   399.010 (meters)     1309.09  (feet) ADJUSTED
 LG0571  ______________________________________________________________________
 LG0571  GEOID HEIGHT    -        -27.071 (meters)                     GEOID18
 LG0571  DYNAMIC HEIGHT  -        398.783 (meters)     1308.34  (feet) COMP
 LG0571  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 LG0571
 LG0571  VERT ORDER      -  SECOND    CLASS 0
 LG0571
 LG0571.The horizontal coordinates were scaled from a map and have
 LG0571.an estimated accuracy of +/- 6 seconds.
 LG0571
 LG0571.The orthometric height was determined by differential leveling and
 LG0571.adjusted by the NATIONAL GEODETIC SURVEY
 LG0571.in June 1991.
 LG0571
 LG0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0571.GEOID18 height accuracy estimate available here.
 LG0571
 LG0571.Click photographs - Photos may exist for this station.
 LG0571
 LG0571.The dynamic height is computed by dividing the NAVD 88
 LG0571.geopotential number by the normal gravity value computed on the
 LG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0571.degrees latitude (g = 980.6199 gals.).
 LG0571
 LG0571.The modeled gravity was interpolated from observed gravity values.
 LG0571
 LG0571;                    North         East    Units  Estimated Accuracy
 LG0571;SPC NE       -    36,270.      741,240.      MT  (+/- 180 meters Scaled)
 LG0571
 LG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK559431(NAD 83)
 LG0571
 LG0571                          SUPERSEDED SURVEY CONTROL
 LG0571
 LG0571  NGVD 29 (??/??/92)  398.865  (m)         1308.61   (f) ADJ UNCH    2 0
 LG0571
 LG0571.Superseded values are not recommended for survey control.
 LG0571
 LG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0571.See file dsdata.pdf to determine how the superseded data were derived.
 LG0571
 LG0571_MARKER: DB = BENCH MARK DISK
 LG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0571_STAMPING: N 171 1934
 LG0571_MARK LOGO: CGS
 LG0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0571+STABILITY: SURFACE MOTION
 LG0571
 LG0571  HISTORY     - Date     Condition        Report By
 LG0571  HISTORY     - 1934     MONUMENTED       CGS
 LG0571
 LG0571                          STATION DESCRIPTION
 LG0571
 LG0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0571'1 MI S FROM FAIRBURY.
 LG0571'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE COUNTY
 LG0571'COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 3 POLES SOUTH OF
 LG0571'MILEPOST 152, 100 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 LG0571'HIGHWAYS 3 S AND 15, AT A ROAD CROSSING, 33 FEET EAST OF THE
 LG0571'CENTERLINE OF THE TRACK, AND 25 FEET SOUTH OF THE CENTERLINE
 LG0571'OF THE ROAD.  A STANDARD DISK, STAMPED N 171 1934 AND SET IN
 LG0571'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0544 ***********************************************************************
 LG0544  DESIGNATION -  N 172
 LG0544  PID         -  LG0544
 LG0544  STATE/COUNTY-  NE/JEFFERSON
 LG0544  COUNTRY     -  US
 LG0544  USGS QUAD   -  REYNOLDS (2017)
 LG0544
 LG0544                         *CURRENT SURVEY CONTROL
 LG0544  ______________________________________________________________________
 LG0544* NAD 83(1986) POSITION- 40 03 21.     (N) 097 21 21.     (W)   SCALED
 LG0544* NAVD 88 ORTHO HEIGHT -   425.523 (meters)     1396.07  (feet) ADJUSTED
 LG0544  ______________________________________________________________________
 LG0544  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 LG0544  DYNAMIC HEIGHT  -        425.276 (meters)     1395.26  (feet) COMP
 LG0544  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 LG0544
 LG0544  VERT ORDER      -  SECOND    CLASS 0
 LG0544
 LG0544.The horizontal coordinates were scaled from a map and have
 LG0544.an estimated accuracy of +/- 6 seconds.
 LG0544
 LG0544.The orthometric height was determined by differential leveling and
 LG0544.adjusted by the NATIONAL GEODETIC SURVEY
 LG0544.in June 1991.
 LG0544
 LG0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0544.GEOID18 height accuracy estimate available here.
 LG0544
 LG0544.Click photographs - Photos may exist for this station.
 LG0544
 LG0544.The dynamic height is computed by dividing the NAVD 88
 LG0544.geopotential number by the normal gravity value computed on the
 LG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0544.degrees latitude (g = 980.6199 gals.).
 LG0544
 LG0544.The modeled gravity was interpolated from observed gravity values.
 LG0544
 LG0544;                    North         East    Units  Estimated Accuracy
 LG0544;SPC NE       -    28,160.      725,570.      MT  (+/- 180 meters Scaled)
 LG0544
 LG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK402352(NAD 83)
 LG0544
 LG0544                          SUPERSEDED SURVEY CONTROL
 LG0544
 LG0544  NGVD 29 (??/??/92)  425.367  (m)         1395.56   (f) ADJ UNCH    2 0
 LG0544
 LG0544.Superseded values are not recommended for survey control.
 LG0544
 LG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0544.See file dsdata.pdf to determine how the superseded data were derived.
 LG0544
 LG0544_MARKER: DB = BENCH MARK DISK
 LG0544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0544_SP_SET: PIER
 LG0544_STAMPING: N 172 1934
 LG0544_MARK LOGO: CGS
 LG0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0544
 LG0544  HISTORY     - Date     Condition        Report By
 LG0544  HISTORY     - 1934     MONUMENTED       CGS
 LG0544
 LG0544                          STATION DESCRIPTION
 LG0544
 LG0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0544'1 MI W FROM REYNOLDS.
 LG0544'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0544'FROM THE STATION AT REYNOLDS, JEFFERSON COUNTY, AT BRIDGE NO.
 LG0544'129.53, AND IN THE TOP OF THE SOUTHWEST CONCRETE PIER.  A STANDARD
 LG0544'DISK, STAMPED N 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0604 ***********************************************************************
 LG0604  DESIGNATION -  N 173
 LG0604  PID         -  LG0604
 LG0604  STATE/COUNTY-  NE/THAYER
 LG0604  COUNTRY     -  US
 LG0604  USGS QUAD   -  BRUNING (2017)
 LG0604
 LG0604                         *CURRENT SURVEY CONTROL
 LG0604  ______________________________________________________________________
 LG0604* NAD 83(1986) POSITION- 40 15 14.     (N) 097 33 46.     (W)   SCALED
 LG0604* NAVD 88 ORTHO HEIGHT -   457.715 (meters)     1501.69  (feet) ADJUSTED
 LG0604  ______________________________________________________________________
 LG0604  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 LG0604  DYNAMIC HEIGHT  -        457.447 (meters)     1500.81  (feet) COMP
 LG0604  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 LG0604
 LG0604  VERT ORDER      -  SECOND    CLASS 0
 LG0604
 LG0604.The horizontal coordinates were scaled from a map and have
 LG0604.an estimated accuracy of +/- 6 seconds.
 LG0604
 LG0604.The orthometric height was determined by differential leveling and
 LG0604.adjusted by the NATIONAL GEODETIC SURVEY
 LG0604.in June 1991.
 LG0604
 LG0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0604.GEOID18 height accuracy estimate available here.
 LG0604
 LG0604.Click photographs - Photos may exist for this station.
 LG0604
 LG0604.The dynamic height is computed by dividing the NAVD 88
 LG0604.geopotential number by the normal gravity value computed on the
 LG0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0604.degrees latitude (g = 980.6199 gals.).
 LG0604
 LG0604.The modeled gravity was interpolated from observed gravity values.
 LG0604
 LG0604;                    North         East    Units  Estimated Accuracy
 LG0604;SPC NE       -    49,620.      707,300.      MT  (+/- 180 meters Scaled)
 LG0604
 LG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK222569(NAD 83)
 LG0604
 LG0604                          SUPERSEDED SURVEY CONTROL
 LG0604
 LG0604  NGVD 29 (??/??/92)  457.539  (m)         1501.11   (f) ADJ UNCH    2 0
 LG0604
 LG0604.Superseded values are not recommended for survey control.
 LG0604
 LG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0604.See file dsdata.pdf to determine how the superseded data were derived.
 LG0604
 LG0604_MARKER: DB = BENCH MARK DISK
 LG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0604_STAMPING: N 173 1934
 LG0604_MARK LOGO: CGS
 LG0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0604+STABILITY: SURFACE MOTION
 LG0604
 LG0604  HISTORY     - Date     Condition        Report By
 LG0604  HISTORY     - 1934     MONUMENTED       CGS
 LG0604  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0604
 LG0604                          STATION DESCRIPTION
 LG0604
 LG0604'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0604'AT BELVIDERE.
 LG0604'AT BELVIDERE, THAYER COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0604'AT THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LG0604'33 FEET NORTH OF THE CENTERLINE OF THE U.P.R.R., AND 27 FEET
 LG0604'WEST OF THE CENTERLINE OF THE C.B. AND Q.R.R.  A STANDARD
 LG0604'DISK, STAMPED N 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0604'NOTE-- RAILROAD TIES ARE PILED AT THIS POINT, AND THE
 LG0604'BENCH MARK HAS PROBABLY BEEN DESTROYED AS THE GROUND WAS BARE
 LG0604'AND COULD HAVE BEEN EASILY FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0244 ***********************************************************************
 LG0244  DESIGNATION -  N 174
 LG0244  PID         -  LG0244
 LG0244  STATE/COUNTY-  NE/GAGE
 LG0244  COUNTRY     -  US
 LG0244  USGS QUAD   -  BEATRICE EAST (2017)
 LG0244
 LG0244                         *CURRENT SURVEY CONTROL
 LG0244  ______________________________________________________________________
 LG0244* NAD 83(1986) POSITION- 40 20 56.86   (N) 096 43 32.92   (W)   HD_HELD1
 LG0244* NAVD 88 ORTHO HEIGHT -   395.981 (meters)     1299.15  (feet) ADJUSTED
 LG0244  ______________________________________________________________________
 LG0244  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 LG0244  DYNAMIC HEIGHT  -        395.772 (meters)     1298.46  (feet) COMP
 LG0244  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LG0244
 LG0244  VERT ORDER      -  SECOND    CLASS 0
 LG0244
 LG0244.The horizontal coordinates were determined by differentially corrected
 LG0244.hand held GPS observations or other comparable positioning techniques
 LG0244.and have an estimated accuracy of +/- 3 meters.
 LG0244
 LG0244.The orthometric height was determined by differential leveling and
 LG0244.adjusted by the NATIONAL GEODETIC SURVEY
 LG0244.in June 1991.
 LG0244
 LG0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0244.GEOID18 height accuracy estimate available here.
 LG0244
 LG0244.Click photographs - Photos may exist for this station.
 LG0244
 LG0244.The dynamic height is computed by dividing the NAVD 88
 LG0244.geopotential number by the normal gravity value computed on the
 LG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0244.degrees latitude (g = 980.6199 gals.).
 LG0244
 LG0244.The modeled gravity was interpolated from observed gravity values.
 LG0244
 LG0244;                    North         East    Units  Estimated Accuracy
 LG0244;SPC NE       -    62,535.6     778,061.2     MT  (+/- 3 meters HH1 GPS) 
 LG0244
 LG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9314068990(NAD 83)
 LG0244
 LG0244                          SUPERSEDED SURVEY CONTROL
 LG0244
 LG0244  NGVD 29 (??/??/92)  395.868  (m)         1298.78   (f) ADJ UNCH    2 0
 LG0244
 LG0244.Superseded values are not recommended for survey control.
 LG0244
 LG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0244.See file dsdata.pdf to determine how the superseded data were derived.
 LG0244
 LG0244_MARKER: DB = BENCH MARK DISK
 LG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0244_STAMPING: N 174 1934
 LG0244_MARK LOGO: CGS
 LG0244_PROJECTION: FLUSH
 LG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0244+STABILITY: SURFACE MOTION
 LG0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0244+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2020
 LG0244
 LG0244  HISTORY     - Date     Condition        Report By
 LG0244  HISTORY     - 1934     MONUMENTED       CGS
 LG0244  HISTORY     - 1964     GOOD             CGS
 LG0244  HISTORY     - 1977     GOOD             LOCSUR
 LG0244  HISTORY     - 20100114 GOOD             INDIV
 LG0244  HISTORY     - 20170202 GOOD             INDIV
 LG0244  HISTORY     - 20200225 GOOD             NEGS
 LG0244
 LG0244                          STATION DESCRIPTION
 LG0244
 LG0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0244'2 MI S FROM PICKRELL.
 LG0244'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0244'STATION AT PICKRELL, GAGE COUNTY, 89 FEET NORTH OF THE 2ND POLE
 LG0244'NORTH OF MILEPOST 91, AT A ROAD CROSSING, 110 FEET SOUTH OF THE
 LG0244'CENTER OF EAST-WEST GRAVEL ROAD, 69 FEET SOUTH OF A CONCRETE
 LG0244'FENCE CORNER POST FOR RAILROAD RIGHT-OF-WAY FENCE, 49 FEET
 LG0244'WEST OF THE WEST RAIL OF TRACK, AND 1 FOOT WEST OF THE WEST
 LG0244'RIGHT-OF-WAY FENCE AND A NEW STEEL WITNESS POST.  THE MARK
 LG0244'PROJECTS 2 INCHES AND THE DISK IS STAMPED N 174 1934.
 LG0244
 LG0244                          STATION RECOVERY (1977)
 LG0244
 LG0244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0244'RECOVERED IN GOOD CONDITION.
 LG0244
 LG0244                          STATION RECOVERY (2010)
 LG0244
 LG0244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LG0244'RAILROAD TRACK IS ABANDONED,IT IS A BIKE TRAIL WHICH MARK IS 49 FEET
 LG0244'WEST OF CENTERLINE, 2.3 FEET NORTH OF NGS ORANGE FIBERGLAS WITNESS
 LG0244'SIGN, 78.9 FEET SOUTHEAST OF NAIL IN POWER POLE.
 LG0244
 LG0244                          STATION RECOVERY (2017)
 LG0244
 LG0244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG0244'RECOVERED AS DESCRIBED.
 LG0244
 LG0244                          STATION RECOVERY (2020)
 LG0244
 LG0244'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0244'TO REACH FROM THE JUNCTION OF HIGHWAY 77 AND SPUR 34D WEST OF
 LG0244'PICKRELL, PROCEED SOUTH ALONG HIGHWAY 77 APPROXIMATELY 2 MI (3.2 KM)
 LG0244'TO ELM ROAD.  THEN PROCEED EAST ON ELM ST APPROXIMATELY 0.99 MI (1.59
 LG0244'KM) TO THE POINT IN THE SOUTHWEST CORNER OF ELM ROAD AND THE FORMER
 LG0244'RAIL LINE, NOW A BIKE PATH.
 LG0244'
 LG0244'IT IS 78.9 FT (24.0 M) SOUTHEAST OF A NAIL IN A POWER POLE AND 49 FT
 LG0244'(14.9 M) WEST OF THE CENTERLINE OF THE BIKE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0207 ***********************************************************************
 LG0207  DESIGNATION -  N 175
 LG0207  PID         -  LG0207
 LG0207  STATE/COUNTY-  NE/PAWNEE
 LG0207  COUNTRY     -  US
 LG0207  USGS QUAD   -  DU BOIS (2017)
 LG0207
 LG0207                         *CURRENT SURVEY CONTROL
 LG0207  ______________________________________________________________________
 LG0207* NAD 83(1986) POSITION- 40 04 23.     (N) 096 06 23.     (W)   SCALED
 LG0207* NAVD 88 ORTHO HEIGHT -   350.844 (meters)     1151.06  (feet) ADJUSTED
 LG0207  ______________________________________________________________________
 LG0207  GEOID HEIGHT    -        -28.981 (meters)                     GEOID18
 LG0207  DYNAMIC HEIGHT  -        350.649 (meters)     1150.42  (feet) COMP
 LG0207  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 LG0207
 LG0207  VERT ORDER      -  SECOND    CLASS 0
 LG0207
 LG0207.The horizontal coordinates were scaled from a map and have
 LG0207.an estimated accuracy of +/- 6 seconds.
 LG0207
 LG0207.The orthometric height was determined by differential leveling and
 LG0207.adjusted by the NATIONAL GEODETIC SURVEY
 LG0207.in June 1991.
 LG0207
 LG0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0207.GEOID18 height accuracy estimate available here.
 LG0207
 LG0207.Click photographs - Photos may exist for this station.
 LG0207
 LG0207.The dynamic height is computed by dividing the NAVD 88
 LG0207.geopotential number by the normal gravity value computed on the
 LG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0207.degrees latitude (g = 980.6199 gals.).
 LG0207
 LG0207.The modeled gravity was interpolated from observed gravity values.
 LG0207
 LG0207;                    North         East    Units  Estimated Accuracy
 LG0207;SPC NE       -    34,100.      832,010.      MT  (+/- 180 meters Scaled)
 LG0207
 LG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK467398(NAD 83)
 LG0207
 LG0207                          SUPERSEDED SURVEY CONTROL
 LG0207
 LG0207  NGVD 29 (??/??/92)  350.739  (m)         1150.72   (f) ADJ UNCH    2 0
 LG0207
 LG0207.Superseded values are not recommended for survey control.
 LG0207
 LG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0207.See file dsdata.pdf to determine how the superseded data were derived.
 LG0207
 LG0207_MARKER: DB = BENCH MARK DISK
 LG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0207_STAMPING: N 175 1934
 LG0207_MARK LOGO: CGS
 LG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0207+STABILITY: SURFACE MOTION
 LG0207
 LG0207  HISTORY     - Date     Condition        Report By
 LG0207  HISTORY     - 1934     MONUMENTED       CGS
 LG0207  HISTORY     - 1965     GOOD             USGS
 LG0207
 LG0207                          STATION DESCRIPTION
 LG0207
 LG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0207'4.4 MI NW FROM DU BOIS.
 LG0207'4.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0207'RAILROAD FROM THE CITY WATER TOWER AT DU BOIS, PAWNEE COUNTY, ONE
 LG0207'POLE NORTH OF MILEAGE POST 87.30, 8 RAILS NORTH OF BRIDGE 877,
 LG0207'40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 40 FEET EAST
 LG0207'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N
 LG0207'175 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1966
 LG0207'REPORT-- DESCRIPTION IS VAGUE SINCE CHANGES IN CULTURE HAVE BEEN
 LG0207'MADE SINCE 1934.  A RESIDENT STATES HE SAW THE MARKER A FEW YEARS
 LG0207'AGO AND HE BELIEVES IT IS IN APPROXIMATE POSITION WHERE DRAINAGE
 LG0207'FLOWS, AND FROM FENCE LINE IT WOULD APPEAR THE BM MIGHT BE A FOOT
 LG0207'UNDERGROUND.
 LG0207
 LG0207                          STATION RECOVERY (1965)
 LG0207
 LG0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0489 ***********************************************************************
 LF0489  DESIGNATION -  N 177
 LF0489  PID         -  LF0489
 LF0489  STATE/COUNTY-  NE/NEMAHA
 LF0489  COUNTRY     -  US
 LF0489  USGS QUAD   -  AUBURN (2017)
 LF0489
 LF0489                         *CURRENT SURVEY CONTROL
 LF0489  ______________________________________________________________________
 LF0489* NAD 83(1986) POSITION- 40 23 48.     (N) 095 49 57.     (W)   SCALED
 LF0489* NAVD 88 ORTHO HEIGHT -   281.292 (meters)      922.87  (feet) ADJUSTED
 LF0489  ______________________________________________________________________
 LF0489  GEOID HEIGHT    -        -29.566 (meters)                     GEOID18
 LF0489  DYNAMIC HEIGHT  -        281.144 (meters)      922.39  (feet) COMP
 LF0489  MODELED GRAVITY -    980,091.3   (mgal)                       NAVD 88
 LF0489
 LF0489  VERT ORDER      -  SECOND    CLASS 0
 LF0489
 LF0489.The horizontal coordinates were scaled from a map and have
 LF0489.an estimated accuracy of +/- 6 seconds.
 LF0489
 LF0489.The orthometric height was determined by differential leveling and
 LF0489.adjusted by the NATIONAL GEODETIC SURVEY
 LF0489.in June 1991.
 LF0489
 LF0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0489.GEOID18 height accuracy estimate available here.
 LF0489
 LF0489.Click photographs - Photos may exist for this station.
 LF0489
 LF0489.The dynamic height is computed by dividing the NAVD 88
 LF0489.geopotential number by the normal gravity value computed on the
 LF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0489.degrees latitude (g = 980.6199 gals.).
 LF0489
 LF0489.The modeled gravity was interpolated from observed gravity values.
 LF0489
 LF0489;                    North         East    Units  Estimated Accuracy
 LF0489;SPC NE       -    71,070.      853,620.      MT  (+/- 180 meters Scaled)
 LF0489
 LF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE596756(NAD 83)
 LF0489
 LF0489                          SUPERSEDED SURVEY CONTROL
 LF0489
 LF0489  NGVD 29 (??/??/92)  281.209  (m)          922.60   (f) ADJ UNCH    2 0
 LF0489
 LF0489.Superseded values are not recommended for survey control.
 LF0489
 LF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0489.See file dsdata.pdf to determine how the superseded data were derived.
 LF0489
 LF0489_MARKER: DB = BENCH MARK DISK
 LF0489_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF0489+WITH SETTING: PAVEMENT
 LF0489_SP_SET: TANK FOOTING
 LF0489_STAMPING: N 177 1934
 LF0489_MARK LOGO: CGS
 LF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0489+STABILITY: SURFACE MOTION
 LF0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0489+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2010
 LF0489
 LF0489  HISTORY     - Date     Condition        Report By
 LF0489  HISTORY     - 1934     MONUMENTED       CGS
 LF0489  HISTORY     - 1947     GOOD             CGS
 LF0489  HISTORY     - 20100209 GOOD             NEGS
 LF0489
 LF0489                          STATION DESCRIPTION
 LF0489
 LF0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0489'AT AUBURN.
 LF0489'AT AUBURN, ABOUT 275 FEET NORTHWEST OF THE NORTHWEST END OF THE
 LF0489'MISSOURI PACIFIC RAILROAD STATION, AT THE MOST NORTHWESTERLY ONE
 LF0489'OF TWO RAILROAD WATER TANKS, 7.6 FEET SOUTHWEST OF THE SOUTHWEST
 LF0489'RAIL OF THE MAIN TRACK, 0.8 FOOT NORTHEAST OF THE NORTHEAST
 LF0489'SIDE OF THE CONCRETE FOUNDATION OF A PUMP HOUSE, SET IN TOP OF THE
 LF0489'EAST SIDE OF THE CIRCULAR CONCRETE FOOTING FOR THE WATER TANK.
 LF0489
 LF0489                          STATION RECOVERY (2010)
 LF0489
 LF0489'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0489'FROM THE JUNCTION OF U.S. HIGHWAY 136 AND U.S. HIGHWAY 75 AT AUBURN,
 LF0489'NEBRASKA, GO NORTH ON U.S. HIGHWAY 75 FOR 0.22 MILE TO 9TH STREET.
 LF0489'TURN RIGHT (EAST) AND GO 0.33 MILE TO THE AUBURN ELEVATOR COMPANY AND
 LF0489'THE UNION PACIFIC RAILROAD.
 LF0489'
 LF0489'THE MARK IS 175.4 FEET NORTHWEST OF THE EAST CORNER CHAIN-LINK FENCE
 LF0489'POST FOR A CELL TOWER, 53.0 FEET EAST-NORTHEAST OF THE EAST CONCRETE
 LF0489'BASE CORNER OF GRAIN ELEVATOR BUILDING, 7.0 FEET SOUTHWEST OF THE
 LF0489'SOUTHWEST RAIL OF THE RAILROAD TRACK, SET IN THE TOP OF THE EAST SIDE
 LF0489'OF THE CIRCULAR CONCRETE FOOTING FOR THE WATER TANK (TANK DESTROYED).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0481 ***********************************************************************
 NN0481  DESIGNATION -  N 18
 NN0481  PID         -  NN0481
 NN0481  STATE/COUNTY-  NE/ROCK
 NN0481  COUNTRY     -  US
 NN0481  USGS QUAD   -  HAGAN LAKE NE (2017)
 NN0481
 NN0481                         *CURRENT SURVEY CONTROL
 NN0481  ______________________________________________________________________
 NN0481* NAD 83(1986) POSITION- 42 27 04.     (N) 099 32 20.     (W)   SCALED
 NN0481* NAVD 88 ORTHO HEIGHT -   746.975 (meters)     2450.70  (feet) ADJUSTED
 NN0481  ______________________________________________________________________
 NN0481  GEOID HEIGHT    -        -22.941 (meters)                     GEOID18
 NN0481  DYNAMIC HEIGHT  -        746.664 (meters)     2449.68  (feet) COMP
 NN0481  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 NN0481
 NN0481  VERT ORDER      -  FIRST     CLASS II
 NN0481
 NN0481.The horizontal coordinates were scaled from a map and have
 NN0481.an estimated accuracy of +/- 6 seconds.
 NN0481
 NN0481.The orthometric height was determined by differential leveling and
 NN0481.adjusted by the NATIONAL GEODETIC SURVEY
 NN0481.in June 1991.
 NN0481
 NN0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0481.GEOID18 height accuracy estimate available here.
 NN0481
 NN0481.Click photographs - Photos may exist for this station.
 NN0481
 NN0481.The dynamic height is computed by dividing the NAVD 88
 NN0481.geopotential number by the normal gravity value computed on the
 NN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0481.degrees latitude (g = 980.6199 gals.).
 NN0481
 NN0481.The modeled gravity was interpolated from observed gravity values.
 NN0481
 NN0481;                    North         East    Units  Estimated Accuracy
 NN0481;SPC NE       -   290,750.      537,920.      MT  (+/- 180 meters Scaled)
 NN0481
 NN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN556000(NAD 83)
 NN0481
 NN0481                          SUPERSEDED SURVEY CONTROL
 NN0481
 NN0481  NGVD 29 (??/??/92)  746.719  (m)         2449.86   (f) ADJ UNCH    1 2
 NN0481
 NN0481.Superseded values are not recommended for survey control.
 NN0481
 NN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0481.See file dsdata.pdf to determine how the superseded data were derived.
 NN0481
 NN0481_MARKER: DB = BENCH MARK DISK
 NN0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0481_STAMPING: N 18 1933
 NN0481_MARK LOGO: CGS
 NN0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0481+STABILITY: SURFACE MOTION
 NN0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0481+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2017
 NN0481
 NN0481  HISTORY     - Date     Condition        Report By
 NN0481  HISTORY     - 1933     MONUMENTED       CGS
 NN0481  HISTORY     - 1956     GOOD             CGS
 NN0481  HISTORY     - 20170830 GOOD             INDIV
 NN0481
 NN0481                          STATION DESCRIPTION
 NN0481
 NN0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0481'8.9 MI S FROM BASSETT.
 NN0481'8.9 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF
 NN0481'U.S. HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, ABOUT 1 MILE
 NN0481'SOUTH OF A CONCRETE-BLOCK HOUSE, AT THE ENTRANCE TO A FIELD,
 NN0481'54 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 21 FEET EAST
 NN0481'OF A CORNER FENCE POST, AND 3 FEET NORTH OF A CROSS FENCE.  SET
 NN0481'IN THE TOP OF A CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 NN0481'GROUND.
 NN0481
 NN0481                          STATION RECOVERY (2017)
 NN0481
 NN0481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0481'RECOVERED AS DESCRIBED 
 NN0481'EAST 20.8' TO R.O.W. FENCE 
 NN0481'WEST 107' TO HWY 183 
 NN0481'MP 174+60
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0274 ***********************************************************************
 NN0274  DESIGNATION -  N 19
 NN0274  PID         -  NN0274
 NN0274  STATE/COUNTY-  NE/HOLT
 NN0274  COUNTRY     -  US
 NN0274  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0274
 NN0274                         *CURRENT SURVEY CONTROL
 NN0274  ______________________________________________________________________
 NN0274* NAD 83(1986) POSITION- 42 47 32.     (N) 098 39 22.     (W)   SCALED
 NN0274* NAVD 88 ORTHO HEIGHT -   489.863 (meters)     1607.16  (feet) ADJUSTED
 NN0274  ______________________________________________________________________
 NN0274  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 NN0274  DYNAMIC HEIGHT  -        489.688 (meters)     1606.58  (feet) COMP
 NN0274  MODELED GRAVITY -    980,247.7   (mgal)                       NAVD 88
 NN0274
 NN0274  VERT ORDER      -  FIRST     CLASS II
 NN0274
 NN0274.The horizontal coordinates were scaled from a map and have
 NN0274.an estimated accuracy of +/- 6 seconds.
 NN0274
 NN0274.The orthometric height was determined by differential leveling and
 NN0274.adjusted by the NATIONAL GEODETIC SURVEY
 NN0274.in June 1991.
 NN0274
 NN0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0274.GEOID18 height accuracy estimate available here.
 NN0274
 NN0274.Click photographs - Photos may exist for this station.
 NN0274
 NN0274.The dynamic height is computed by dividing the NAVD 88
 NN0274.geopotential number by the normal gravity value computed on the
 NN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0274.degrees latitude (g = 980.6199 gals.).
 NN0274
 NN0274.The modeled gravity was interpolated from observed gravity values.
 NN0274
 NN0274;                    North         East    Units  Estimated Accuracy
 NN0274;SPC NE       -   329,400.      609,940.      MT  (+/- 180 meters Scaled)
 NN0274
 NN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281377(NAD 83)
 NN0274
 NN0274                          SUPERSEDED SURVEY CONTROL
 NN0274
 NN0274  NGVD 29 (??/??/92)  489.611  (m)         1606.33   (f) ADJ UNCH    1 2
 NN0274
 NN0274.Superseded values are not recommended for survey control.
 NN0274
 NN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0274.See file dsdata.pdf to determine how the superseded data were derived.
 NN0274
 NN0274_MARKER: DB = BENCH MARK DISK
 NN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0274_STAMPING: 1606.332 N 19 1933
 NN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0274+STABILITY: SURFACE MOTION
 NN0274
 NN0274  HISTORY     - Date     Condition        Report By
 NN0274  HISTORY     - 1933     MONUMENTED       CGS
 NN0274
 NN0274                          STATION DESCRIPTION
 NN0274
 NN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0274'6.9 MI SE FROM SPENCER.
 NN0274'IN HOLT COUNTY, 6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0274'SPENCER, BOYD COUNTY, 1.2 MILES SOUTH OF NIOBRARA RIVER, 36
 NN0274'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH
 NN0274'OF A FENCE CORNER, AND 3 FEET EAST OF THE FENCE.  A STANDARD
 NN0274'DISK, STAMPED 1606.332 N 19 1933 AND SET IN THE TOP OF A CONCRETE
 NN0274'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0190 ***********************************************************************
 NN0190  DESIGNATION -  N 2
 NN0190  PID         -  NN0190
 NN0190  STATE/COUNTY-  NE/HOLT
 NN0190  COUNTRY     -  US
 NN0190  USGS QUAD   -  INMAN (2017)
 NN0190
 NN0190                         *CURRENT SURVEY CONTROL
 NN0190  ______________________________________________________________________
 NN0190* NAD 83(1986) POSITION- 42 26 09.     (N) 098 34 08.     (W)   SCALED
 NN0190* NAVD 88 ORTHO HEIGHT -   595.636 (meters)     1954.18  (feet) ADJUSTED
 NN0190  ______________________________________________________________________
 NN0190  GEOID HEIGHT    -        -24.466 (meters)                     GEOID18
 NN0190  DYNAMIC HEIGHT  -        595.412 (meters)     1953.45  (feet) COMP
 NN0190  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 NN0190
 NN0190  VERT ORDER      -  FIRST     CLASS II
 NN0190
 NN0190.The horizontal coordinates were scaled from a map and have
 NN0190.an estimated accuracy of +/- 6 seconds.
 NN0190
 NN0190.The orthometric height was determined by differential leveling and
 NN0190.adjusted by the NATIONAL GEODETIC SURVEY
 NN0190.in June 1991.
 NN0190
 NN0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0190.GEOID18 height accuracy estimate available here.
 NN0190
 NN0190.Click photographs - Photos may exist for this station.
 NN0190
 NN0190.The dynamic height is computed by dividing the NAVD 88
 NN0190.geopotential number by the normal gravity value computed on the
 NN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0190.degrees latitude (g = 980.6199 gals.).
 NN0190
 NN0190.The modeled gravity was interpolated from observed gravity values.
 NN0190
 NN0190;                    North         East    Units  Estimated Accuracy
 NN0190;SPC NE       -   289,930.      617,730.      MT  (+/- 180 meters Scaled)
 NN0190
 NN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM354982(NAD 83)
 NN0190
 NN0190                          SUPERSEDED SURVEY CONTROL
 NN0190
 NN0190  NGVD 29 (??/??/92)  595.437  (m)         1953.53   (f) ADJ UNCH    1 2
 NN0190
 NN0190.Superseded values are not recommended for survey control.
 NN0190
 NN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0190.See file dsdata.pdf to determine how the superseded data were derived.
 NN0190
 NN0190_MARKER: DB = BENCH MARK DISK
 NN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0190_MARK LOGO: NONE
 NN0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0190+STABILITY: SURFACE MOTION
 NN0190
 NN0190  HISTORY     - Date     Condition        Report By
 NN0190  HISTORY     - 1901     MONUMENTED       CGS
 NN0190  HISTORY     - 1946     GOOD             CGS
 NN0190  HISTORY     - 19971129 GOOD             LOCSUR
 NN0190
 NN0190                          STATION DESCRIPTION
 NN0190
 NN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0190'4.2 MI SE FROM O NEILL.
 NN0190'4.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NN0190'RAILROAD FROM THE STATION AT O NEILL, HOLT COUNTY, 75 YARDS
 NN0190'EAST OF THE CROSSING OF THE COUNTY ROAD ALONG THE SOUTH LINE
 NN0190'OF T. 28 N., IN LINE WITH A NORTH-AND-SOUTH QUARTER-SECTION-LINE
 NN0190'FENCE SEPARATING THE R.H. PARKER FARM FROM THE MRS. JAMES
 NN0190'NICHOL FARM, 97 FEET SOUTHEAST OF MILEPOST 120, 43 FEET SOUTH
 NN0190'OF THE SOUTH RAIL, AND 4 FEET NORTH OF A FENCE CORNER.  THE
 NN0190'BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE
 NN0190'TOP OF A LIMESTONE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0190
 NN0190                          STATION RECOVERY (1997)
 NN0190
 NN0190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0190'LOCATED 4.2 MILES (6.8 KM) SOUTHEAST FROM ONEILL, ALONG THE
 NN0190'NEBRASKA-NORTHEASTERN RAILROAD (FORMERLY CB AND Q RAILROAD) BETWEEN
 NN0190'THE TOWNS OF ONEILL AND PAGE NEAR RAILROAD MILEPOST NO 120 IN THE NW
 NN0190'1/4, SEC 2, T 28 N, R 11 W.  TO REACH THE STATION FROM THE
 NN0190'INTERSECTION OF HIGHWAY 281 AND HIGHWAY 20 (ALSO KNOWN AS FOURTH AND
 NN0190'DOUGLAS STREETS) IN THE BUSINESS DISTRICT OF ONEILL, GO EAST AND
 NN0190'SOUTHEAST ALONG HIGHWAY 20 FOR 2.8 MILES (4.5 KM) TO THE INTERSECTION
 NN0190'OF A GRAVELED COUNTY ROAD GOING EAST ONLY.  THIS INTERSECTION BEING
 NN0190'LOCATED AT HIGHWAY 20 MILEPOST 310.55.  THEN GO EAST ON THE GRAVEL
 NN0190'ROAD 1.7 MILES (2.7 KM) TO THE CROSSING OF THE NEBRASKA NORTH-EASTERN
 NN0190'RAILROAD WHICH RUNS IN A SOUTHEAST-NORTHWEST DIRECTION.  GO
 NN0190'SOUTHEASTERLY ALONG THE CENTERLINE OF THE RAILROAD 270 FEET (82.3 M)
 NN0190'FROM THE CENTERLINE OF THE ROAD CROSSING.  THEN GO SOUTHWEST
 NN0190'(PERPENDICULAR TO THE TRACK) 46 FEET (14.0 M) TO THE STATION WHICH IS
 NN0190'UNDER THE BRANCHES OF A CEDAR TREE.  STATION IS 3.6 FEET (1.1 M) NORTH
 NN0190'FROM A CONCRETE FENCE POST IN THE SOUTHERLY RAILROAD RIGHT OF WAY
 NN0190'FENCE WHICH GOES NORTHWEST-SOUTHEAST AND SOSUTH, 6 FEET (1.8 M) NORTH
 NN0190'FROM A 12 INCH CEDAR TREE, 5.5 FEET (1.7 M) NORTHEAST FROM THE
 NN0190'NORTHEAST FACE OF A 12 INCH CEDAR TREE, 5.5 FEET (1.7 M) NORTHEAST
 NN0190'FROM THE NORTHEAST FACE OF A POWER POLE, 87 FEET (26.5 M) SOSUTHEAST
 NN0190'FROM RAILROAD MILEPORT 120 WHICH IS ATTACHED TO A STEEL POST.  THE
 NN0190'BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE CENTER OF A 6 INCH SQUARE
 NN0190'LIMESTONE POST SET 0.2 FEET (6.1 CM) ABOVE THE GROUND WITH THE LETTERS
 NN0190'USBM ON THE TOP OF THE STONE IN THE FOUR CORNERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0120 ***********************************************************************
 NO0120  DESIGNATION -  N 20
 NO0120  PID         -  NO0120
 NO0120  STATE/COUNTY-  NE/CHERRY
 NO0120  COUNTRY     -  US
 NO0120  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0120
 NO0120                         *CURRENT SURVEY CONTROL
 NO0120  ______________________________________________________________________
 NO0120* NAD 83(1986) POSITION- 42 52 42.     (N) 100 32 24.     (W)   SCALED
 NO0120* NAVD 88 ORTHO HEIGHT -   785.502 (meters)     2577.10  (feet) ADJUSTED
 NO0120  ______________________________________________________________________
 NO0120  GEOID HEIGHT    -        -21.919 (meters)                     GEOID18
 NO0120  DYNAMIC HEIGHT  -        785.189 (meters)     2576.07  (feet) COMP
 NO0120  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 NO0120
 NO0120  VERT ORDER      -  FIRST     CLASS II
 NO0120
 NO0120.The horizontal coordinates were scaled from a map and have
 NO0120.an estimated accuracy of +/- 6 seconds.
 NO0120
 NO0120.The orthometric height was determined by differential leveling and
 NO0120.adjusted by the NATIONAL GEODETIC SURVEY
 NO0120.in June 1994.
 NO0120
 NO0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0120.GEOID18 height accuracy estimate available here.
 NO0120
 NO0120.Click photographs - Photos may exist for this station.
 NO0120
 NO0120.The dynamic height is computed by dividing the NAVD 88
 NO0120.geopotential number by the normal gravity value computed on the
 NO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0120.degrees latitude (g = 980.6199 gals.).
 NO0120
 NO0120.The modeled gravity was interpolated from observed gravity values.
 NO0120
 NO0120;                    North         East    Units  Estimated Accuracy
 NO0120;SPC NE       -   338,240.      455,880.      MT  (+/- 180 meters Scaled)
 NO0120
 NO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742484(NAD 83)
 NO0120
 NO0120                          SUPERSEDED SURVEY CONTROL
 NO0120
 NO0120  NAVD 88 (06/15/91)  785.495  (m)         2577.08   (f) SUPERSEDED  1 2
 NO0120  NGVD 29 (??/??/92)  785.211  (m)         2576.15   (f) ADJ UNCH    1 2
 NO0120
 NO0120.Superseded values are not recommended for survey control.
 NO0120
 NO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0120.See file dsdata.pdf to determine how the superseded data were derived.
 NO0120
 NO0120_MARKER: DB = BENCH MARK DISK
 NO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0120_STAMPING: 2576.146 N 20 1933
 NO0120_MARK LOGO: CGS
 NO0120_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0120+STABILITY: SURFACE MOTION
 NO0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0120+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2019
 NO0120
 NO0120  HISTORY     - Date     Condition        Report By
 NO0120  HISTORY     - 1933     MONUMENTED       CGS
 NO0120  HISTORY     - 1957     MARK NOT FOUND   CGS
 NO0120  HISTORY     - 19910803 GOOD             NGS
 NO0120  HISTORY     - 20190402 POOR             NEGS
 NO0120
 NO0120                          STATION DESCRIPTION
 NO0120
 NO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0120'0.7 MI E FROM VALENTINE.
 NO0120'0.7 MILE EAST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 NO0120'VALENTINE, CHERRY COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING
 NO0120'SOUTH, 90 FEET WEST OF THE CENTERLINE OF THE ROAD, 31 FEET SOUTH
 NO0120'OF THE CENTERLINE OF THE HIGHWAY, 35 FEET WEST OF THE POLE NEAREST
 NO0120'THE ROAD JUNCTION, AND 4 FEET SOUTH OF A POWER-TRANSMISSION LINE.
 NO0120'A STANDARD DISK, STAMPED 2576.146 N 20 1933 AND SET IN THE TOP
 NO0120'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 NO0120'INTERSECTION HAS BEEN CHANGE, THE POWER POLE MOVED.  LOCAL RESIDENTS
 NO0120'REPORT THAT HIGHWAY HAS NOT BEEN REROUTED.
 NO0120
 NO0120                          STATION RECOVERY (1991)
 NO0120
 NO0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0120'IN VALENTINE, AT THE INTERSECTION OF 5TH AND GREEN STREETS, 41.7 M
 NO0120'(136.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE VALENTINE RURAL
 NO0120'HIGH SCHOOL, 29.7 M (97.4 FT) WEST OF THE CENTER OF NORTH GREEN
 NO0120'STREET, 9.6 M (31.5 FT) SOUTH OF AND LEVEL WITH THE CENTER OF 5TH
 NO0120'STREET, 8.3 M (27.2 FT) WEST OF A UTILITY POLE, 1.4 M (4.6 FT) EAST
 NO0120'OF THE SOUTH LEG OF A SIGN (VALENTINE FISH HATCHERY 1), 1.4 M (4.6
 NO0120'FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH
 NO0120'WITH THE GROUND SURFACE.  NOTE--ONE HALF OF THE DISK IS MISSING, AND
 NO0120'ALL THAT REMAINS OF THE ORIGINAL STAMPING IS AS ABOVE.
 NO0120
 NO0120                          STATION RECOVERY (2019)
 NO0120
 NO0120'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 NO0120'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 12 AND U.S. HIGHWAY
 NO0120'83 IN VALENTINE, NE, GO NORTH ONE BLOCK TO WEST 5 TRUNK HIGHWAY
 NO0120'STREET.  TURN RIGHT (EAST) AND GO 0.56 MI (0.90 KM) TO THE MARK ON THE
 NO0120'RIGHT (SOUTH).
 NO0120'
 NO0120'THE MARK IS APPROXIMATELY 31.5 FT (9.6 M) SOUTH OF NE HIGHWAY 12 AND
 NO0120'97.4 FT (29.7 M) WEST OF NORTH GREEN STREET.  A RAILROAD SPIKE HAS
 NO0120'BEEN PLACED ON THE NORTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0050 ***********************************************************************
 LJ0050  DESIGNATION -  N 200
 LJ0050  PID         -  LJ0050
 LJ0050  STATE/COUNTY-  NE/FURNAS
 LJ0050  COUNTRY     -  US
 LJ0050  USGS QUAD   -  WILSONVILLE (2017)
 LJ0050
 LJ0050                         *CURRENT SURVEY CONTROL
 LJ0050  ______________________________________________________________________
 LJ0050* NAD 83(1986) POSITION- 40 06 39.84   (N) 100 04 30.76   (W)   HD_HELD1
 LJ0050* NAVD 88 ORTHO HEIGHT -   700.416 (meters)     2297.95  (feet) ADJUSTED
 LJ0050  ______________________________________________________________________
 LJ0050  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 LJ0050  DYNAMIC HEIGHT  -        699.957 (meters)     2296.44  (feet) COMP
 LJ0050  MODELED GRAVITY -    979,947.5   (mgal)                       NAVD 88
 LJ0050
 LJ0050  VERT ORDER      -  SECOND    CLASS 0
 LJ0050
 LJ0050.The horizontal coordinates were determined by differentially corrected
 LJ0050.hand held GPS observations or other comparable positioning techniques
 LJ0050.and have an estimated accuracy of +/- 3 meters.
 LJ0050
 LJ0050.The orthometric height was determined by differential leveling and
 LJ0050.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0050.in June 1991.
 LJ0050
 LJ0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0050.GEOID18 height accuracy estimate available here.
 LJ0050
 LJ0050.Click photographs - Photos may exist for this station.
 LJ0050
 LJ0050.The dynamic height is computed by dividing the NAVD 88
 LJ0050.geopotential number by the normal gravity value computed on the
 LJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0050.degrees latitude (g = 980.6199 gals.).
 LJ0050
 LJ0050.The modeled gravity was interpolated from observed gravity values.
 LJ0050
 LJ0050;                    North         East    Units  Estimated Accuracy
 LJ0050;SPC NE       -    30,841.1     493,588.2     MT  (+/- 3 meters HH1 GPS) 
 LJ0050
 LJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0836840638(NAD 83)
 LJ0050
 LJ0050                          SUPERSEDED SURVEY CONTROL
 LJ0050
 LJ0050  NGVD 29 (??/??/92)  700.137  (m)         2297.03   (f) ADJ UNCH    2 0
 LJ0050
 LJ0050.Superseded values are not recommended for survey control.
 LJ0050
 LJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0050.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0050
 LJ0050_MARKER: DB = BENCH MARK DISK
 LJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0050_STAMPING: N 200 1934
 LJ0050_MARK LOGO: CGS
 LJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0050+STABILITY: SURFACE MOTION
 LJ0050
 LJ0050  HISTORY     - Date     Condition        Report By
 LJ0050  HISTORY     - 1934     MONUMENTED       CGS
 LJ0050
 LJ0050                          STATION DESCRIPTION
 LJ0050
 LJ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0050'1.7 MI E FROM WILSONVILLE.
 LJ0050'1.7 MILES EAST OF BURLINGTON RR. STATION AT WILSONVILLE 2 POLES
 LJ0050'WEST OF MILEPOST 34, 50 FEET NORTHEAST OF WHISTLE POST, 45 FEET
 LJ0050'NORTH OF CENTERLINE OF C.B. AND Q. RR. TRACK, 3 FEET SOUTH OF
 LJ0050'TELEPHONE POST AND 1 FOOT SOUTH OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0998 ***********************************************************************
 ML0998  DESIGNATION -  N 206
 ML0998  PID         -  ML0998
 ML0998  STATE/COUNTY-  NE/BOONE
 ML0998  COUNTRY     -  US
 ML0998  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML0998
 ML0998                         *CURRENT SURVEY CONTROL
 ML0998  ______________________________________________________________________
 ML0998* NAD 83(1986) POSITION- 41 34 05.     (N) 098 00 14.     (W)   SCALED
 ML0998* NAVD 88 ORTHO HEIGHT -   565.660 (meters)     1855.84  (feet) ADJUSTED
 ML0998  ______________________________________________________________________
 ML0998  GEOID HEIGHT    -        -24.608 (meters)                     GEOID18
 ML0998  DYNAMIC HEIGHT  -        565.402 (meters)     1854.99  (feet) COMP
 ML0998  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 ML0998
 ML0998  VERT ORDER      -  SECOND    CLASS 0
 ML0998
 ML0998.The horizontal coordinates were scaled from a map and have
 ML0998.an estimated accuracy of +/- 6 seconds.
 ML0998
 ML0998.The orthometric height was determined by differential leveling and
 ML0998.adjusted by the NATIONAL GEODETIC SURVEY
 ML0998.in June 1991.
 ML0998
 ML0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0998.GEOID18 height accuracy estimate available here.
 ML0998
 ML0998.Click photographs - Photos may exist for this station.
 ML0998
 ML0998.The dynamic height is computed by dividing the NAVD 88
 ML0998.geopotential number by the normal gravity value computed on the
 ML0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0998.degrees latitude (g = 980.6199 gals.).
 ML0998
 ML0998.The modeled gravity was interpolated from observed gravity values.
 ML0998
 ML0998;                    North         East    Units  Estimated Accuracy
 ML0998;SPC NE       -   194,520.      666,420.      MT  (+/- 180 meters Scaled)
 ML0998
 ML0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830022(NAD 83)
 ML0998
 ML0998                          SUPERSEDED SURVEY CONTROL
 ML0998
 ML0998  NGVD 29 (??/??/92)  565.438  (m)         1855.11   (f) ADJ UNCH    2 0
 ML0998
 ML0998.Superseded values are not recommended for survey control.
 ML0998
 ML0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0998.See file dsdata.pdf to determine how the superseded data were derived.
 ML0998
 ML0998_MARKER: DB = BENCH MARK DISK
 ML0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0998_STAMPING: N 206 1939
 ML0998_MARK LOGO: CGS
 ML0998_PROJECTION: FLUSH
 ML0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0998+STABILITY: SURFACE MOTION
 ML0998
 ML0998  HISTORY     - Date     Condition        Report By
 ML0998  HISTORY     - 1939     MONUMENTED       CGS
 ML0998
 ML0998                          STATION DESCRIPTION
 ML0998
 ML0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0998'7.1 MI W FROM ST EDWARDS.
 ML0998'ALONG STATE HIGHWAY 56 BETWEEN ST. EDWARDS AND CEDAR RAPIDS.
 ML0998'AT THE JUNCTION OF STATE HIGHWAYS 56 AND 14, IN THE NORTH TRIANGLE.
 ML0998'159 FEET WEST OF GAS STATION.  96 FEET NORTHWEST OF THE INTERSECTION
 ML0998'OF HIGHWAYS 56 AND 14.  84 FEET WEST OF THE CENTERLINE OF HIGHWAY
 ML0998'14.  60 FEET SOUTH OF CUTOFF ROAD.  45 FEET NORTH OF THE CENTERLINE
 ML0998'OF HIGHWAY 56.  MARK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0999 ***********************************************************************
 ML0999  DESIGNATION -  N 206 RESET
 ML0999  PID         -  ML0999
 ML0999  STATE/COUNTY-  NE/BOONE
 ML0999  COUNTRY     -  US
 ML0999  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML0999
 ML0999                         *CURRENT SURVEY CONTROL
 ML0999  ______________________________________________________________________
 ML0999* NAD 83(1986) POSITION- 41 34 05.     (N) 098 00 14.     (W)   SCALED
 ML0999* NAVD 88 ORTHO HEIGHT -   567.83  (meters)     1863.0   (feet) RESET
 ML0999  ______________________________________________________________________
 ML0999  GEOID HEIGHT    -        -24.608 (meters)                     GEOID18
 ML0999  VERT ORDER      -  THIRD
 ML0999
 ML0999.The horizontal coordinates were scaled from a map and have
 ML0999.an estimated accuracy of +/- 6 seconds.
 ML0999
 ML0999.The orthometric height was computed from unverified reset data.
 ML0999
 ML0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0999.GEOID18 height accuracy estimate available here.
 ML0999
 ML0999.Click photographs - Photos may exist for this station.
 ML0999
 ML0999;                    North         East    Units  Estimated Accuracy
 ML0999;SPC NE       -   194,520.      666,420.      MT  (+/- 180 meters Scaled)
 ML0999
 ML0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830022(NAD 83)
 ML0999
 ML0999                          SUPERSEDED SURVEY CONTROL
 ML0999
 ML0999.No superseded survey control is available for this station.
 ML0999
 ML0999_MARKER: DB = BENCH MARK DISK
 ML0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0999_STAMPING: N 206 RELOC 1939 1961
 ML0999_MARK LOGO: CGS
 ML0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0999+STABILITY: SURFACE MOTION
 ML0999
 ML0999  HISTORY     - Date     Condition        Report By
 ML0999  HISTORY     - 1961     MONUMENTED       BOR
 ML0999
 ML0999                          STATION DESCRIPTION
 ML0999
 ML0999'DESCRIBED BY US BUREAU OF RECLAMATION 1961
 ML0999'7.1 MI W FROM ST EDWARDS.
 ML0999'ABOUT 7.1 MILES WEST ALONG STATE HIGHWAY 56 FROM POST OFFICE AT
 ML0999'ST. EDWARD, AT JUNCTION OF OLD STATE HIGHWAY 14, 70 FEET NORTH
 ML0999'OF THE CENTERLINE OF HIGHWAY 56, 100 FEET NORTHEAST OF THE
 ML0999'INTERSECTION OF STATE HIGHWAY 56 AND OLD STATE HIGHWAY 14, 65
 ML0999'FEET EAST OF THE CENTERLINE OF HIGHWAY 14, AND SET IN TOP OF
 ML0999'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0304 ***********************************************************************
 LG0304  DESIGNATION -  N 207
 LG0304  PID         -  LG0304
 LG0304  STATE/COUNTY-  NE/LANCASTER
 LG0304  COUNTRY     -  US
 LG0304  USGS QUAD   -  LINCOLN (2017)
 LG0304
 LG0304                         *CURRENT SURVEY CONTROL
 LG0304  ______________________________________________________________________
 LG0304* NAD 83(1986) POSITION- 40 46 51.     (N) 096 42 10.     (W)   SCALED
 LG0304* NAVD 88 ORTHO HEIGHT -   368.547 (meters)     1209.14  (feet) ADJUSTED
 LG0304  ______________________________________________________________________
 LG0304  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 LG0304  DYNAMIC HEIGHT  -        368.386 (meters)     1208.61  (feet) COMP
 LG0304  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 LG0304
 LG0304  VERT ORDER      -  FIRST     CLASS II
 LG0304
 LG0304.The horizontal coordinates were scaled from a map and have
 LG0304.an estimated accuracy of +/- 6 seconds.
 LG0304
 LG0304.The orthometric height was determined by differential leveling and
 LG0304.adjusted by the NATIONAL GEODETIC SURVEY
 LG0304.in May 1993.
 LG0304
 LG0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0304.GEOID18 height accuracy estimate available here.
 LG0304
 LG0304.Click photographs - Photos may exist for this station.
 LG0304
 LG0304.The dynamic height is computed by dividing the NAVD 88
 LG0304.geopotential number by the normal gravity value computed on the
 LG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0304.degrees latitude (g = 980.6199 gals.).
 LG0304
 LG0304.The modeled gravity was interpolated from observed gravity values.
 LG0304
 LG0304;                    North         East    Units  Estimated Accuracy
 LG0304;SPC NE       -   110,500.      778,190.      MT  (+/- 180 meters Scaled)
 LG0304
 LG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL938169(NAD 83)
 LG0304
 LG0304                          SUPERSEDED SURVEY CONTROL
 LG0304
 LG0304  NAVD 88 (06/15/91)  368.587  (m)         1209.27   (f) SUPERSEDED  1 2
 LG0304  NGVD 29 (??/??/92)  368.490  (m)         1208.95   (f) ADJ UNCH    1 2
 LG0304
 LG0304.Superseded values are not recommended for survey control.
 LG0304
 LG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0304.See file dsdata.pdf to determine how the superseded data were derived.
 LG0304
 LG0304_MARKER: DB = BENCH MARK DISK
 LG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0304_STAMPING: N 207 1940
 LG0304_MARK LOGO: CGS
 LG0304_PROJECTION: FLUSH
 LG0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0304+STABILITY: SURFACE MOTION
 LG0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0304+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0304
 LG0304  HISTORY     - Date     Condition        Report By
 LG0304  HISTORY     - 1940     MONUMENTED       CGS
 LG0304  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0304  HISTORY     - 19911022 GOOD             NGS
 LG0304  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 LG0304
 LG0304                          STATION DESCRIPTION
 LG0304
 LG0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0304'AT LINCOLN.
 LG0304'AT LINCOLN, LANCASTER COUNTY, AT THE INTERSECTION OF THIRTEENTH
 LG0304'AND HIGH STREET, 26.5 FEET EAST OF THE CENTERLINE OF THIRTEENTH
 LG0304'STREET, AND 0.5 FOOT NORTHEAST OF THE INSIDE JUCTION OF THE
 LG0304'SIDEWALKS.  A STANDARD DISK, STAMPED N 207 1940 AND SET IN THE
 LG0304'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LG0304
 LG0304                          STATION RECOVERY (1990)
 LG0304
 LG0304'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0304'MARK NOT FOUND.
 LG0304
 LG0304                          STATION RECOVERY (1991)
 LG0304
 LG0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0304'IN LINCOLN, AT THE INTERSECTION OF HIGH AND SOUTH 13TH STREETS, 10.7 M
 LG0304'(35.1 FT) NORTH OF THE CENTERLINE OF HIGH STREET, 6.5 M (21.3 FT)
 LG0304'EAST OF AND LEVEL WITH THE CENTERLINE OF 13TH STREET, 5.5 M (18.0 FT)
 LG0304'NORTHWEST OF A UTILITY LIGHT POLE, 1.9 M (6.2 FT) SOUTHEAST OF THE
 LG0304'CENTER OF A MANHOLE COVER, 0.1 M (0.3 FT) NORTHEAST OF THE NORTHEAST
 LG0304'EDGE OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.01 M (0.03 FT)
 LG0304'BELOW THE GROUND SURFACE.
 LG0304
 LG0304                          STATION RECOVERY (2004)
 LG0304
 LG0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0304'MARK NOT FOUND. SITE LOCATED. THE ENTIRE INSIDE JUNCTION NORTHEAST OF
 LG0304'THE SIDEWALK HAS BEEN COVERED  WITH ASPHALT. ALL THE REFERENCE POINTS
 LG0304'TO THE MARK IN THE 1991 DESCRIPTION, POINT TO A SITE THAT IS COVERED
 LG0304'WITH ASPHALT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0028 ***********************************************************************
 LG0028  DESIGNATION -  N 208
 LG0028  PID         -  LG0028
 LG0028  STATE/COUNTY-  NE/OTOE
 LG0028  COUNTRY     -  US
 LG0028  USGS QUAD   -  UNADILLA (2017)
 LG0028
 LG0028                         *CURRENT SURVEY CONTROL
 LG0028  ______________________________________________________________________
 LG0028* NAD 83(1986) POSITION- 40 41 41.     (N) 096 20 58.     (W)   SCALED
 LG0028* NAVD 88 ORTHO HEIGHT -   338.810 (meters)     1111.58  (feet) ADJUSTED
 LG0028  ______________________________________________________________________
 LG0028  GEOID HEIGHT    -        -26.656 (meters)                     GEOID18
 LG0028  DYNAMIC HEIGHT  -        338.656 (meters)     1111.07  (feet) COMP
 LG0028  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 LG0028
 LG0028  VERT ORDER      -  FIRST     CLASS II
 LG0028
 LG0028.The horizontal coordinates were scaled from a map and have
 LG0028.an estimated accuracy of +/- 6 seconds.
 LG0028
 LG0028.The orthometric height was determined by differential leveling and
 LG0028.adjusted by the NATIONAL GEODETIC SURVEY
 LG0028.in June 1991.
 LG0028
 LG0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0028.GEOID18 height accuracy estimate available here.
 LG0028
 LG0028.Click photographs - Photos may exist for this station.
 LG0028
 LG0028.The dynamic height is computed by dividing the NAVD 88
 LG0028.geopotential number by the normal gravity value computed on the
 LG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0028.degrees latitude (g = 980.6199 gals.).
 LG0028
 LG0028.The modeled gravity was interpolated from observed gravity values.
 LG0028
 LG0028;                    North         East    Units  Estimated Accuracy
 LG0028;SPC NE       -   102,150.      808,390.      MT  (+/- 180 meters Scaled)
 LG0028
 LG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL239082(NAD 83)
 LG0028
 LG0028                          SUPERSEDED SURVEY CONTROL
 LG0028
 LG0028  NGVD 29 (??/??/92)  338.711  (m)         1111.25   (f) ADJ UNCH    1 2
 LG0028
 LG0028.Superseded values are not recommended for survey control.
 LG0028
 LG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0028.See file dsdata.pdf to determine how the superseded data were derived.
 LG0028
 LG0028_MARKER: DB = BENCH MARK DISK
 LG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0028_STAMPING: N 208 1940
 LG0028_MARK LOGO: CGS
 LG0028_PROJECTION: RECESSED 24 CENTIMETERS
 LG0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0028+STABILITY: SURFACE MOTION
 LG0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0028+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2010
 LG0028
 LG0028  HISTORY     - Date     Condition        Report By
 LG0028  HISTORY     - 1940     MONUMENTED       CGS
 LG0028  HISTORY     - 1961     GOOD             CGS
 LG0028  HISTORY     - 19911023 GOOD             NGS
 LG0028  HISTORY     - 19990809 GOOD             NGS
 LG0028  HISTORY     - 20100623 GOOD             NEGS
 LG0028
 LG0028                          STATION DESCRIPTION
 LG0028
 LG0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0028'2.1 MI E FROM PALMYRA.
 LG0028'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0028'FROM THE STATION AT PALMYRA, 68 FEET SOUTHEAST OF CENTER OF A
 LG0028'ROAD CROSSING, 41.3 FEET SOUTH OF THE SOUTH RAIL, 40 FEET EAST
 LG0028'OF THE CENTER OF A DIRT ROAD, 8 FEET EAST OF TELEPHONE POLE 5,
 LG0028'4 FEET EAST OF A CONCRETE RAILROAD RIGHT OF WAY POST, 1.3 FEET
 LG0028'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 LG0028'CONCRETE POST 0.8 FOOT BELOW GROUND SURFACE AND ABOUT 1 1/2 FEET
 LG0028'LOWER THAN THE TRACK.
 LG0028
 LG0028                          STATION RECOVERY (1991)
 LG0028
 LG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0028'16.3 KM (10.10 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG0028'OF STATE HIGHWAY 50 IN SYRACUSE, THENCE 1.8 KM (1.10 MI) SOUTHERLY
 LG0028'ALONG A GRAVELED ROAD, 12.5 M (41.0 FT) SOUTH OF THE NEAR RAIL OF THE
 LG0028'BURLINGTON NORTHERN RAILROAD, 12.0 M (39.4 FT) EAST OF THE ROAD
 LG0028'CENTER, 1.2 M (3.9 FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT)
 LG0028'SOUTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 LG0028'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 LG0028'WITH THE GROUND SURFACE.
 LG0028
 LG0028                          STATION RECOVERY (1999)
 LG0028
 LG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 LG0028'THE MARK WAS FOUND IN GOOD CONDITION BUT WILL BE IN DANGER OF BEING
 LG0028'DESTROYED DUE TO COUNTY ROAD AND RAILROAD CONSTRUCTION, THEREFORE A
 LG0028'NEW MARK, N 208 RESET, IN 1999, WILL BE SET ABOUT 0.15 MI (0.24 KM)
 LG0028'SOUTH OF THE EXISTIHNG MARK.  THE MARK WAS LEFT IN PLACE BUT MAY NOT
 LG0028'SURVIVE CONSTRUCTION AND IF IT DOES, IT WILL BE BURIED ABOUT 10 FT.
 LG0028
 LG0028                          STATION RECOVERY (2010)
 LG0028
 LG0028'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LG0028'RECOVERY NOTE BY THE NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LG0028'THE MARK WILL NOT BE DESTROYED BY CONSTRUCTION AS PREVIOUSLY DESCRIBED
 LG0028'AND NOW HAS NEW DESCRIPTION AND TIES.
 LG0028'FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LG0028'STATE SPUR 66A NORTH OF PALMYRA, NE., GO SOUTH
 LG0028'ON STATE SPUR 66A FOR 3.0 MILES TO
 LG0028'COUNTY ROAD I. TURN LEFT (EAST) AND GO 2.0 MILES
 LG0028'TO COUNTY ROAD 12. TURN LEFT (NORTH) AND
 LG0028'GO 1.86 MILES TO STATION 39.5 FEET EAST OF
 LG0028'COUNTY ROAD 12 NEAR OLD CONCRETE RAILROAD FENCE
 LG0028'POST, 40.5 FEET SOUTH OF SOUTH RAIL OF RAILROAD
 LG0028'TRACKS, 7.9 FEET EAST-NORTHEAST OF NAIL IN
 LG0028'POWER POLE, 4.0 FEET NORTHEAST OF A CONCRETE
 LG0028'RAILROAD FENCE POST, 1.6 FEET SOUTHWEST OF A
 LG0028'WITNESS POST, 1.3 FEET WEST OF A WITNESS POST, 675 FEET NORTH OF
 LG0028'N 208 RESET 1999 AND 0.2 FOOT BELOW THE GROUND.
 LG0028'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9326 ***********************************************************************
 AI9326  DESIGNATION -  N 208 RESET
 AI9326  PID         -  AI9326
 AI9326  STATE/COUNTY-  NE/OTOE
 AI9326  COUNTRY     -  US
 AI9326  USGS QUAD   -  UNADILLA (2017)
 AI9326
 AI9326                         *CURRENT SURVEY CONTROL
 AI9326  ______________________________________________________________________
 AI9326* NAD 83(1986) POSITION- 40 41 35.     (N) 096 20 57.     (W)   SCALED
 AI9326* NAVD 88 ORTHO HEIGHT -   341.27  (meters)     1119.7   (feet) RESET
 AI9326  ______________________________________________________________________
 AI9326  GEOID HEIGHT    -        -26.667 (meters)                     GEOID18
 AI9326  VERT ORDER      -  THIRD
 AI9326
 AI9326.The horizontal coordinates were scaled from a map and have
 AI9326.an estimated accuracy of +/- 6 seconds.
 AI9326
 AI9326.The orthometric height was computed from unverified reset data.
 AI9326
 AI9326.No vertical observational check was made to the station.
 AI9326
 AI9326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9326.GEOID18 height accuracy estimate available here.
 AI9326
 AI9326.Click photographs - Photos may exist for this station.
 AI9326
 AI9326;                    North         East    Units  Estimated Accuracy
 AI9326;SPC NE       -   101,970.      808,420.      MT  (+/- 180 meters Scaled)
 AI9326
 AI9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL239080(NAD 83)
 AI9326
 AI9326                          SUPERSEDED SURVEY CONTROL
 AI9326
 AI9326.No superseded survey control is available for this station.
 AI9326
 AI9326_MARKER: DV = VERTICAL CONTROL DISK
 AI9326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9326_STAMPING: N 208 RESET 1999
 AI9326_MARK LOGO: NGS
 AI9326_PROJECTION: PROJECTING 6 CENTIMETERS
 AI9326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9326+STABILITY: SURFACE MOTION
 AI9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9326+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 AI9326
 AI9326  HISTORY     - Date     Condition        Report By
 AI9326  HISTORY     - 1999     MONUMENTED       NEDR
 AI9326  HISTORY     - 20090616 GOOD             INDIV
 AI9326  HISTORY     - 20200824 GOOD             NEGS
 AI9326
 AI9326                          STATION DESCRIPTION
 AI9326
 AI9326'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI9326'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF PALMYRA, 1-1/4 MI
 AI9326'SOUTH OF STATE HIGHWAY 2 AND ON COUNTY ROAD RIGHT-OF-WAY, IN THE
 AI9326'NW1/4, SEC6, T8N, R10E.  TO REACH FROM THE JUNCTION OF STATE ROAD 66A
 AI9326'SPUR AND STATE HIGHWAY 2, AT PALMYRA, GO EAST ON HIGHWAY 2 FOR 2.0 MI
 AI9326'(3.2 KM) TO COUNTY ROAD 12.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 AI9326'ROAD FOR 1.10 MI (1.77 KM) TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR
 AI9326'0.15 MI (0.24 KM) TO A DRIVE ON THE RIGHT, THE END OF GRAVEL, AND THE
 AI9326'BENCH MARK ON THE LEFT, NEAR A GUYED POWERLINE POLE WHICH IS THE LAST
 AI9326'POLE OF THE LINE.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI9326'POST THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.  IT IS
 AI9326'232.3 FT (70.8 M) SOUTH OF A POINT IN LINE WITH A FENCE LEADING WEST,
 AI9326'27.1 FT (8.3 M) EAST OF THE CENTERLINE OF THE ROAD, 14.3 FT (4.4 M)
 AI9326'NORTH OF THE BASE OF THE GUY WIRE, 3.3 FT (1.0 M) SOUTH OF THE SOUTH
 AI9326'FACE OF THE POLE, 3.21 FT (0.98 M) NORTH OF A METAL WITNESS POST AND
 AI9326'2.28 FT (0.69 M) SOUTH OF A FIBERGLASS WITNESS POST.  A MAGNET WAS
 AI9326'PLACED INTO THE MARK.  THE MARK IS SUITABLE FOR SATELLITE
 AI9326'OBSERVATIONS.  THE NAVD88 ELEVATION OF THIS MARK IS 1119.652 FT.
 AI9326
 AI9326                          STATION RECOVERY (2009)
 AI9326
 AI9326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LLB)
 AI9326'RECOVERED AS DESCRIBED
 AI9326
 AI9326                          STATION RECOVERY (2020)
 AI9326
 AI9326'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 AI9326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0454 ***********************************************************************
 LG0454  DESIGNATION -  N 209
 LG0454  PID         -  LG0454
 LG0454  STATE/COUNTY-  NE/FILLMORE
 LG0454  COUNTRY     -  US
 LG0454  USGS QUAD   -  EXETER (2017)
 LG0454
 LG0454                         *CURRENT SURVEY CONTROL
 LG0454  ______________________________________________________________________
 LG0454* NAD 83(1986) POSITION- 40 38 56.     (N) 097 23 17.     (W)   SCALED
 LG0454* NAVD 88 ORTHO HEIGHT -   477.052 (meters)     1565.13  (feet) ADJUSTED
 LG0454  ______________________________________________________________________
 LG0454  GEOID HEIGHT    -        -26.820 (meters)                     GEOID18
 LG0454  DYNAMIC HEIGHT  -        476.790 (meters)     1564.27  (feet) COMP
 LG0454  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 LG0454
 LG0454  VERT ORDER      -  FIRST     CLASS II
 LG0454
 LG0454.The horizontal coordinates were scaled from a map and have
 LG0454.an estimated accuracy of +/- 6 seconds.
 LG0454
 LG0454.The orthometric height was determined by differential leveling and
 LG0454.adjusted by the NATIONAL GEODETIC SURVEY
 LG0454.in June 1991.
 LG0454
 LG0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0454.GEOID18 height accuracy estimate available here.
 LG0454
 LG0454.Click photographs - Photos may exist for this station.
 LG0454
 LG0454.The dynamic height is computed by dividing the NAVD 88
 LG0454.geopotential number by the normal gravity value computed on the
 LG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0454.degrees latitude (g = 980.6199 gals.).
 LG0454
 LG0454.The modeled gravity was interpolated from observed gravity values.
 LG0454
 LG0454;                    North         East    Units  Estimated Accuracy
 LG0454;SPC NE       -    93,890.      720,830.      MT  (+/- 180 meters Scaled)
 LG0454
 LG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL362010(NAD 83)
 LG0454
 LG0454                          SUPERSEDED SURVEY CONTROL
 LG0454
 LG0454  NGVD 29 (??/??/92)  476.888  (m)         1564.59   (f) ADJ UNCH    1 2
 LG0454
 LG0454.Superseded values are not recommended for survey control.
 LG0454
 LG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0454.See file dsdata.pdf to determine how the superseded data were derived.
 LG0454
 LG0454_MARKER: DB = BENCH MARK DISK
 LG0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0454_SP_SET: CULVERT HEADWALL
 LG0454_STAMPING: N 209 1940
 LG0454_MARK LOGO: CGS
 LG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0454+STABILITY: SURFACE MOTION
 LG0454
 LG0454  HISTORY     - Date     Condition        Report By
 LG0454  HISTORY     - 1940     MONUMENTED       CGS
 LG0454  HISTORY     - 20190820 MARK NOT FOUND   NEGS
 LG0454
 LG0454                          STATION DESCRIPTION
 LG0454
 LG0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0454'3.3 MI E FROM EXETER.
 LG0454'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0454'FROM THE STATION AT EXETER, FILLMORE COUNTY, 171 FEET WEST OF THE
 LG0454'CENTER OF THE CROSSING OF A DIRT ROAD AND U.S. HIGHWAY 6, 111
 LG0454'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 29 FEET NORTH OF THE
 LG0454'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH END OF A
 LG0454'CULVERT UNDER THE HIGHWAY.  A STANDARD DISK, STAMPED N 209 1940.
 LG0454
 LG0454                          STATION RECOVERY (2019)
 LG0454
 LG0454'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0454'THE MARK WAS NOT FOUND DUE TO A CULVERT THAT HAS BEEN EXTENDED.  THE
 LG0454'MARK IS LIKELY DESTROYED OR UNDER THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0455 ***********************************************************************
 LG0455  DESIGNATION -  N 209 RESET
 LG0455  PID         -  LG0455
 LG0455  STATE/COUNTY-  NE/FILLMORE
 LG0455  COUNTRY     -  US
 LG0455  USGS QUAD   -  EXETER (2017)
 LG0455
 LG0455                         *CURRENT SURVEY CONTROL
 LG0455  ______________________________________________________________________
 LG0455* NAD 83(1986) POSITION- 40 38 56.     (N) 097 23 17.     (W)   SCALED
 LG0455* NAVD 88 ORTHO HEIGHT -   477.079 (meters)     1565.22  (feet) ADJUSTED
 LG0455  ______________________________________________________________________
 LG0455  GEOID HEIGHT    -        -26.820 (meters)                     GEOID18
 LG0455  DYNAMIC HEIGHT  -        476.818 (meters)     1564.36  (feet) COMP
 LG0455  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 LG0455
 LG0455  VERT ORDER      -  FIRST     CLASS II
 LG0455
 LG0455.The horizontal coordinates were scaled from a map and have
 LG0455.an estimated accuracy of +/- 6 seconds.
 LG0455
 LG0455.The orthometric height was determined by differential leveling and
 LG0455.adjusted by the NATIONAL GEODETIC SURVEY
 LG0455.in May 1993.
 LG0455
 LG0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0455.GEOID18 height accuracy estimate available here.
 LG0455
 LG0455.Click photographs - Photos may exist for this station.
 LG0455
 LG0455.The dynamic height is computed by dividing the NAVD 88
 LG0455.geopotential number by the normal gravity value computed on the
 LG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0455.degrees latitude (g = 980.6199 gals.).
 LG0455
 LG0455.The modeled gravity was interpolated from observed gravity values.
 LG0455
 LG0455;                    North         East    Units  Estimated Accuracy
 LG0455;SPC NE       -    93,890.      720,830.      MT  (+/- 180 meters Scaled)
 LG0455
 LG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL362010(NAD 83)
 LG0455
 LG0455                          SUPERSEDED SURVEY CONTROL
 LG0455
 LG0455  NGVD 29 (??/??/??)  476.95   (m)         1564.8    (f) RESET       3  
 LG0455
 LG0455.Superseded values are not recommended for survey control.
 LG0455
 LG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0455.See file dsdata.pdf to determine how the superseded data were derived.
 LG0455
 LG0455_MARKER: DB = BENCH MARK DISK
 LG0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0455_SP_SET: HEADWALL
 LG0455_STAMPING: N 209 1940 RESET 1963
 LG0455_MARK LOGO: CGS
 LG0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0455+STABILITY: SURFACE MOTION
 LG0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0455+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0455
 LG0455  HISTORY     - Date     Condition        Report By
 LG0455  HISTORY     - 1963     MONUMENTED       CGS
 LG0455  HISTORY     - 19911008 GOOD             NGS
 LG0455
 LG0455                          STATION DESCRIPTION
 LG0455
 LG0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LG0455'3.3 MI E FROM EXETER.
 LG0455'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0455'FROM THE STATION AT EXETER, FILLMORE COUNTY, 171 FEET WEST OF THE
 LG0455'CROSSING OF A DIRT ROAD AND U.S. HIGHWAY 6, 95.5 FEET SOUTH
 LG0455'OF THE CENTERLINE OF THE TRACK, 44.5 FEET NORTH OF THE CENTERLINE
 LG0455'OF HIGHWAY 6, AND SET IN THE TOP OF THE NORTH END OF A CULVERT
 LG0455'UNDER THE HIGHWAY.
 LG0455
 LG0455                          STATION RECOVERY (1991)
 LG0455
 LG0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0455'17.9 KM (11.10 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0455'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.2 M (0.7 FT) EAST OF
 LG0455'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 46.0 M
 LG0455'(150.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 14.1 M (46.3 FT)
 LG0455'NORTH OF THE HIGHWAY CENTERLINE, AND 2.0 M (6.6 FT) BELOW THE LEVEL
 LG0455'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1222 ***********************************************************************
 MK1222  DESIGNATION -  N 210
 MK1222  PID         -  MK1222
 MK1222  STATE/COUNTY-  NE/PLATTE
 MK1222  COUNTRY     -  US
 MK1222  USGS QUAD   -  DUNCAN (2017)
 MK1222
 MK1222                         *CURRENT SURVEY CONTROL
 MK1222  ______________________________________________________________________
 MK1222* NAD 83(1986) POSITION- 41 23 51.     (N) 097 28 21.     (W)   SCALED
 MK1222* NAVD 88 ORTHO HEIGHT -   451.123 (meters)     1480.06  (feet) ADJUSTED
 MK1222  ______________________________________________________________________
 MK1222  GEOID HEIGHT    -        -25.329 (meters)                     GEOID18
 MK1222  DYNAMIC HEIGHT  -        450.924 (meters)     1479.41  (feet) COMP
 MK1222  MODELED GRAVITY -    980,168.8   (mgal)                       NAVD 88
 MK1222
 MK1222  VERT ORDER      -  FIRST     CLASS II
 MK1222
 MK1222.The horizontal coordinates were scaled from a map and have
 MK1222.an estimated accuracy of +/- 6 seconds.
 MK1222
 MK1222.The orthometric height was determined by differential leveling and
 MK1222.adjusted by the NATIONAL GEODETIC SURVEY
 MK1222.in June 1991.
 MK1222
 MK1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1222.GEOID18 height accuracy estimate available here.
 MK1222
 MK1222.Click photographs - Photos may exist for this station.
 MK1222
 MK1222.The dynamic height is computed by dividing the NAVD 88
 MK1222.geopotential number by the normal gravity value computed on the
 MK1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1222.degrees latitude (g = 980.6199 gals.).
 MK1222
 MK1222.The modeled gravity was interpolated from observed gravity values.
 MK1222
 MK1222;                    North         East    Units  Estimated Accuracy
 MK1222;SPC NE       -   176,750.      711,270.      MT  (+/- 180 meters Scaled)
 MK1222
 MK1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL276840(NAD 83)
 MK1222
 MK1222                          SUPERSEDED SURVEY CONTROL
 MK1222
 MK1222  NGVD 29 (??/??/92)  450.935  (m)         1479.44   (f) ADJ UNCH    1 2
 MK1222
 MK1222.Superseded values are not recommended for survey control.
 MK1222
 MK1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1222.See file dsdata.pdf to determine how the superseded data were derived.
 MK1222
 MK1222_MARKER: DB = BENCH MARK DISK
 MK1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1222_STAMPING: N 210 1940
 MK1222_MARK LOGO: CGS
 MK1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1222+STABILITY: SURFACE MOTION
 MK1222
 MK1222  HISTORY     - Date     Condition        Report By
 MK1222  HISTORY     - 1940     MONUMENTED       CGS
 MK1222
 MK1222                          STATION DESCRIPTION
 MK1222
 MK1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1222'1.2 MI E FROM DUNCAN.
 MK1222'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1222'130 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 43 FEET SOUTH OF
 MK1222'THE CENTERLINE OF SOUTH MAIN TRACK, 20.5 FEET WEST OF MILEPOST
 MK1222'NO. 91, 3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING
 MK1222'2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1381 ***********************************************************************
 MK1381  DESIGNATION -  N 211
 MK1381  PID         -  MK1381
 MK1381  STATE/COUNTY-  NE/MERRICK
 MK1381  COUNTRY     -  US
 MK1381  USGS QUAD   -  CLARKS (2017)
 MK1381
 MK1381                         *CURRENT SURVEY CONTROL
 MK1381  ______________________________________________________________________
 MK1381* NAD 83(1986) POSITION- 41 14 22.     (N) 097 47 46.     (W)   SCALED
 MK1381* NAVD 88 ORTHO HEIGHT -   488.311 (meters)     1602.07  (feet) ADJUSTED
 MK1381  ______________________________________________________________________
 MK1381  GEOID HEIGHT    -        -25.294 (meters)                     GEOID18
 MK1381  DYNAMIC HEIGHT  -        488.079 (meters)     1601.31  (feet) COMP
 MK1381  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 MK1381
 MK1381  VERT ORDER      -  FIRST     CLASS II
 MK1381
 MK1381.The horizontal coordinates were scaled from a map and have
 MK1381.an estimated accuracy of +/- 6 seconds.
 MK1381
 MK1381.The orthometric height was determined by differential leveling and
 MK1381.adjusted by the NATIONAL GEODETIC SURVEY
 MK1381.in June 1991.
 MK1381
 MK1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1381.GEOID18 height accuracy estimate available here.
 MK1381
 MK1381.Click photographs - Photos may exist for this station.
 MK1381
 MK1381.The dynamic height is computed by dividing the NAVD 88
 MK1381.geopotential number by the normal gravity value computed on the
 MK1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1381.degrees latitude (g = 980.6199 gals.).
 MK1381
 MK1381.The modeled gravity was interpolated from observed gravity values.
 MK1381
 MK1381;                    North         East    Units  Estimated Accuracy
 MK1381;SPC NE       -   158,470.      684,670.      MT  (+/- 180 meters Scaled)
 MK1381
 MK1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL008660(NAD 83)
 MK1381
 MK1381                          SUPERSEDED SURVEY CONTROL
 MK1381
 MK1381  NGVD 29 (??/??/92)  488.105  (m)         1601.39   (f) ADJ UNCH    1 2
 MK1381
 MK1381.Superseded values are not recommended for survey control.
 MK1381
 MK1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1381.See file dsdata.pdf to determine how the superseded data were derived.
 MK1381
 MK1381_MARKER: DB = BENCH MARK DISK
 MK1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1381_STAMPING: N 211 1940
 MK1381_MARK LOGO: CGS
 MK1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1381+STABILITY: SURFACE MOTION
 MK1381
 MK1381  HISTORY     - Date     Condition        Report By
 MK1381  HISTORY     - 1940     MONUMENTED       CGS
 MK1381
 MK1381                          STATION DESCRIPTION
 MK1381
 MK1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1381'2.6 MI NE FROM CLARKS.
 MK1381'2.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1381'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1381'55 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1381'CENTERLINE OF SOUTH MAIN TRACK, 11 FEET NORTHEAST OF MILEPOST
 MK1381'NO. 111, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1381'PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1381'PROJECTS 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1153 ***********************************************************************
 MK1153  DESIGNATION -  N 212
 MK1153  PID         -  MK1153
 MK1153  STATE/COUNTY-  NE/MADISON
 MK1153  COUNTRY     -  US
 MK1153  USGS QUAD   -  ENOLA (2017)
 MK1153
 MK1153                         *CURRENT SURVEY CONTROL
 MK1153  ______________________________________________________________________
 MK1153* NAD 83(1986) POSITION- 41 57 48.     (N) 097 26 58.     (W)   SCALED
 MK1153* NAVD 88 ORTHO HEIGHT -   487.657 (meters)     1599.92  (feet) ADJUSTED
 MK1153  ______________________________________________________________________
 MK1153  GEOID HEIGHT    -        -24.732 (meters)                     GEOID18
 MK1153  DYNAMIC HEIGHT  -        487.464 (meters)     1599.29  (feet) COMP
 MK1153  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 MK1153
 MK1153  VERT ORDER      -  FIRST     CLASS II
 MK1153
 MK1153.The horizontal coordinates were scaled from a map and have
 MK1153.an estimated accuracy of +/- 6 seconds.
 MK1153
 MK1153.The orthometric height was determined by differential leveling and
 MK1153.adjusted by the NATIONAL GEODETIC SURVEY
 MK1153.in June 1991.
 MK1153
 MK1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1153.GEOID18 height accuracy estimate available here.
 MK1153
 MK1153.Click photographs - Photos may exist for this station.
 MK1153
 MK1153.The dynamic height is computed by dividing the NAVD 88
 MK1153.geopotential number by the normal gravity value computed on the
 MK1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1153.degrees latitude (g = 980.6199 gals.).
 MK1153
 MK1153.The modeled gravity was interpolated from observed gravity values.
 MK1153
 MK1153;                    North         East    Units  Estimated Accuracy
 MK1153;SPC NE       -   239,600.      711,340.      MT  (+/- 180 meters Scaled)
 MK1153
 MK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM284468(NAD 83)
 MK1153
 MK1153                          SUPERSEDED SURVEY CONTROL
 MK1153
 MK1153  NGVD 29 (??/??/92)  487.476  (m)         1599.33   (f) ADJ UNCH    1 2
 MK1153
 MK1153.Superseded values are not recommended for survey control.
 MK1153
 MK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1153.See file dsdata.pdf to determine how the superseded data were derived.
 MK1153
 MK1153_MARKER: DB = BENCH MARK DISK
 MK1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1153_STAMPING: N 212 1940
 MK1153_MARK LOGO: CGS
 MK1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1153+STABILITY: SURFACE MOTION
 MK1153
 MK1153  HISTORY     - Date     Condition        Report By
 MK1153  HISTORY     - 1940     MONUMENTED       CGS
 MK1153
 MK1153                          STATION DESCRIPTION
 MK1153
 MK1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1153'5.4 MI SW FROM NORFOLK.
 MK1153'ALONG RIGHT-OF-WAY OF UNION PACIFIC RR.  120 FEET NORTH OF NORTH
 MK1153'END OF RAILROAD BRIDGE NO. 44.97.  53 FEET WEST OF BLOCK SWITCH.
 MK1153'44 FEET WEST OF CENTER LINE OF TRACK.  3.0 FEET NORTH OF 4X4
 MK1153'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1144 ***********************************************************************
 MK1144  DESIGNATION -  N 213
 MK1144  PID         -  MK1144
 MK1144  STATE/COUNTY-  NE/MADISON
 MK1144  COUNTRY     -  US
 MK1144  USGS QUAD   -  MADISON (2017)
 MK1144
 MK1144                         *CURRENT SURVEY CONTROL
 MK1144  ______________________________________________________________________
 MK1144* NAD 83(1986) POSITION- 41 51 01.     (N) 097 27 53.     (W)   SCALED
 MK1144* NAVD 88 ORTHO HEIGHT -   484.519 (meters)     1589.63  (feet) ADJUSTED
 MK1144  ______________________________________________________________________
 MK1144  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 MK1144  DYNAMIC HEIGHT  -        484.326 (meters)     1588.99  (feet) COMP
 MK1144  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 MK1144
 MK1144  VERT ORDER      -  FIRST     CLASS II
 MK1144
 MK1144.The horizontal coordinates were scaled from a map and have
 MK1144.an estimated accuracy of +/- 6 seconds.
 MK1144
 MK1144.The orthometric height was determined by differential leveling and
 MK1144.adjusted by the NATIONAL GEODETIC SURVEY
 MK1144.in June 1991.
 MK1144
 MK1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1144.GEOID18 height accuracy estimate available here.
 MK1144
 MK1144.Click photographs - Photos may exist for this station.
 MK1144
 MK1144.The dynamic height is computed by dividing the NAVD 88
 MK1144.geopotential number by the normal gravity value computed on the
 MK1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1144.degrees latitude (g = 980.6199 gals.).
 MK1144
 MK1144.The modeled gravity was interpolated from observed gravity values.
 MK1144
 MK1144;                    North         East    Units  Estimated Accuracy
 MK1144;SPC NE       -   227,020.      710,440.      MT  (+/- 180 meters Scaled)
 MK1144
 MK1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM274342(NAD 83)
 MK1144
 MK1144                          SUPERSEDED SURVEY CONTROL
 MK1144
 MK1144  NGVD 29 (??/??/92)  484.341  (m)         1589.04   (f) ADJ UNCH    1 2
 MK1144
 MK1144.Superseded values are not recommended for survey control.
 MK1144
 MK1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1144.See file dsdata.pdf to determine how the superseded data were derived.
 MK1144
 MK1144_MARKER: DB = BENCH MARK DISK
 MK1144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1144_SP_SET: CULVERT HEADWALL
 MK1144_STAMPING: N 213 1940
 MK1144_MARK LOGO: CGS
 MK1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1144+STABILITY: SURFACE MOTION
 MK1144
 MK1144  HISTORY     - Date     Condition        Report By
 MK1144  HISTORY     - 1940     MONUMENTED       CGS
 MK1144  HISTORY     - 1963     GOOD             USGS
 MK1144
 MK1144                          STATION DESCRIPTION
 MK1144
 MK1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1144'1.6 MI N FROM MADISON.
 MK1144'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 200
 MK1144'FEET SOUTH OF MILEPOST NO. 37, 15 FEET WEST OF CENTERLINE OF TRACK,
 MK1144'B.M. IS SET FLUSH AND HORIZONTALLY IN TOP OF THE NORTH WINGWALL
 MK1144'OF WEST END OF STONE CULVERT NO. 36.95, 2.0 FEET BELOW TOP
 MK1144'OF RAILS.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE HOLE COULD
 MK1144'NOT BE DUG.
 MK1144
 MK1144                          STATION RECOVERY (1963)
 MK1144
 MK1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MK1144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0170 ***********************************************************************
 NP0170  DESIGNATION -  N 214
 NP0170  PID         -  NP0170
 NP0170  STATE/COUNTY-  NE/BOX BUTTE
 NP0170  COUNTRY     -  US
 NP0170  USGS QUAD   -  JESSE LAKE (2017)
 NP0170
 NP0170                         *CURRENT SURVEY CONTROL
 NP0170  ______________________________________________________________________
 NP0170* NAD 83(1986) POSITION- 42 05 29.47   (N) 102 43 42.39   (W)   HD_HELD1
 NP0170* NAVD 88 ORTHO HEIGHT -  1195.028 (meters)     3920.69  (feet) ADJUSTED
 NP0170  ______________________________________________________________________
 NP0170  GEOID HEIGHT    -        -18.723 (meters)                     GEOID18
 NP0170  DYNAMIC HEIGHT  -       1194.334 (meters)     3918.41  (feet) COMP
 NP0170  MODELED GRAVITY -    979,999.9   (mgal)                       NAVD 88
 NP0170
 NP0170  VERT ORDER      -  SECOND    CLASS 0
 NP0170
 NP0170.The horizontal coordinates were determined by differentially corrected
 NP0170.hand held GPS observations or other comparable positioning techniques
 NP0170.and have an estimated accuracy of +/- 3 meters.
 NP0170
 NP0170.The orthometric height was determined by differential leveling and
 NP0170.adjusted by the NATIONAL GEODETIC SURVEY
 NP0170.in June 1991.
 NP0170
 NP0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0170.GEOID18 height accuracy estimate available here.
 NP0170
 NP0170.Click photographs - Photos may exist for this station.
 NP0170
 NP0170.The dynamic height is computed by dividing the NAVD 88
 NP0170.geopotential number by the normal gravity value computed on the
 NP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0170.degrees latitude (g = 980.6199 gals.).
 NP0170
 NP0170.The modeled gravity was interpolated from observed gravity values.
 NP0170
 NP0170;                    North         East    Units  Estimated Accuracy
 NP0170;SPC NE       -   254,280.9     274,373.5     MT  (+/- 3 meters HH1 GPS) 
 NP0170
 NP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8786062434(NAD 83)
 NP0170
 NP0170                          SUPERSEDED SURVEY CONTROL
 NP0170
 NP0170  NGVD 29 (??/??/92) 1194.455  (m)         3918.81   (f) ADJ UNCH    2 0
 NP0170
 NP0170.Superseded values are not recommended for survey control.
 NP0170
 NP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0170.See file dsdata.pdf to determine how the superseded data were derived.
 NP0170
 NP0170_MARKER: DB = BENCH MARK DISK
 NP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0170_STAMPING: N 214 1940
 NP0170_MARK LOGO: CGS
 NP0170_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0170+STABILITY: SURFACE MOTION
 NP0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0170+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2020
 NP0170
 NP0170  HISTORY     - Date     Condition        Report By
 NP0170  HISTORY     - 1940     MONUMENTED       CGS
 NP0170  HISTORY     - 20201215 SEE DESCRIPTION  NEGS
 NP0170
 NP0170                          STATION DESCRIPTION
 NP0170
 NP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0170'7.4 MI E FROM ALLIANCE.
 NP0170'IN SHERIDAN COUNTY, 7.4 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NP0170'AND QUINCY RAILROAD FROM THE STATION AT ALLIANCE, BOX BUTTE
 NP0170'COUNTY, 250 FEET SOUTHWEST OF MILEPOST 358, 103 FEET SOUTH OF
 NP0170'THE CENTERLINE OF THE TRACK, 93 FEET NORTH OF THE CENTERLINE OF
 NP0170'STATE HIGHWAY 2, AND 3.0 FEET WEST OF A 4- BY 4-INCH WHITE POST
 NP0170'PROJECTING 1.8 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 NP0170'N 214 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0170'ABOUT 0.4 FOOT ABOVE GROUND.
 NP0170
 NP0170                          STATION RECOVERY (2020)
 NP0170
 NP0170'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 NP0170'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 87 AND NE. HIGHWAY 2, ON THE
 NP0170'EAST SIDE OF ALLIANCE, NE., GO EAST ON NE. HIGHWAY 2 APPROXIMATELY
 NP0170'6.88 MI (11.07 KM) TO MILE POST 94.24 AND MARK ON THE LEFT (NORTHEAST)
 NP0170'SIDE OF THE HIGHWAY.  THE MARK SHOWS SOME DAMAGE AROUND OUTSIDE EDGES
 NP0170'BUT IS STILL STABLE.  THE MARK IS 2.2 FT (0.7 M) EAST FROM BOTTOM OF
 NP0170'STEEL WITNESS POST, 1.9 FT (0.6 M) NORTH/NORTHEAST FROM BOTTOM OF
 NP0170'STEEL WITNESS POST, 1.5 FT (0.5 M) SOUTHWEST FROM BOTTOM OF STEEL
 NP0170'WITNESS POST AND 92.5 FT (28.2 M) NORTHEAST OF THE CENTERLINE OF NE.
 NP0170'HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0539 ***********************************************************************
 LF0539  DESIGNATION -  N 215
 LF0539  PID         -  LF0539
 LF0539  STATE/COUNTY-  NE/RICHARDSON
 LF0539  COUNTRY     -  US
 LF0539  USGS QUAD   -  SALEM (2017)
 LF0539
 LF0539                         *CURRENT SURVEY CONTROL
 LF0539  ______________________________________________________________________
 LF0539* NAD 83(1986) POSITION- 40 05 50.     (N) 095 44 19.     (W)   SCALED
 LF0539* NAVD 88 ORTHO HEIGHT -   281.832 (meters)      924.64  (feet) ADJUSTED
 LF0539  ______________________________________________________________________
 LF0539  GEOID HEIGHT    -        -30.166 (meters)                     GEOID18
 LF0539  DYNAMIC HEIGHT  -        281.673 (meters)      924.12  (feet) COMP
 LF0539  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 LF0539
 LF0539  VERT ORDER      -  SECOND    CLASS 0
 LF0539
 LF0539.The horizontal coordinates were scaled from a map and have
 LF0539.an estimated accuracy of +/- 6 seconds.
 LF0539
 LF0539.The orthometric height was determined by differential leveling and
 LF0539.adjusted by the NATIONAL GEODETIC SURVEY
 LF0539.in June 1991.
 LF0539
 LF0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0539.GEOID18 height accuracy estimate available here.
 LF0539
 LF0539.Click photographs - Photos may exist for this station.
 LF0539
 LF0539.The dynamic height is computed by dividing the NAVD 88
 LF0539.geopotential number by the normal gravity value computed on the
 LF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0539.degrees latitude (g = 980.6199 gals.).
 LF0539
 LF0539.The modeled gravity was interpolated from observed gravity values.
 LF0539
 LF0539;                    North         East    Units  Estimated Accuracy
 LF0539;SPC NE       -    38,250.      863,220.      MT  (+/- 180 meters Scaled)
 LF0539
 LF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE665421(NAD 83)
 LF0539
 LF0539                          SUPERSEDED SURVEY CONTROL
 LF0539
 LF0539  NGVD 29 (??/??/92)  281.747  (m)          924.36   (f) ADJ UNCH    2 0
 LF0539
 LF0539.Superseded values are not recommended for survey control.
 LF0539
 LF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0539.See file dsdata.pdf to determine how the superseded data were derived.
 LF0539
 LF0539_MARKER: DB = BENCH MARK DISK
 LF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0539_SP_SET: BRIDGE
 LF0539_STAMPING: N 215 1945
 LF0539_MARK LOGO: CGS
 LF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0539
 LF0539  HISTORY     - Date     Condition        Report By
 LF0539  HISTORY     - 1945     MONUMENTED       CGS
 LF0539
 LF0539                          STATION DESCRIPTION
 LF0539
 LF0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0539'2 MI NW FROM SALEM.
 LF0539'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0539'RAILROAD FROM THE STATION AT SALEM, 4 POLES EAST OF MILEPOST 28,
 LF0539'AT BRIDGE 27.88, IN THE TOP OF THE NORTH END OF THE NORTHWEST
 LF0539'ABUTMENT, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 LF0539'1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK, STAMPED
 LF0539'N 215 1945.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0044 ***********************************************************************
 NN0044  DESIGNATION -  N 216
 NN0044  PID         -  NN0044
 NN0044  STATE/COUNTY-  NE/BOYD
 NN0044  COUNTRY     -  US
 NN0044  USGS QUAD   -  MARTY (2017)
 NN0044
 NN0044                         *CURRENT SURVEY CONTROL
 NN0044  ______________________________________________________________________
 NN0044* NAD 83(1986) POSITION- 42 54 53.     (N) 098 23 17.     (W)   SCALED
 NN0044* NAVD 88 ORTHO HEIGHT -   378.473 (meters)     1241.71  (feet) ADJUSTED
 NN0044  ______________________________________________________________________
 NN0044  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 NN0044  DYNAMIC HEIGHT  -        378.343 (meters)     1241.28  (feet) COMP
 NN0044  MODELED GRAVITY -    980,267.7   (mgal)                       NAVD 88
 NN0044
 NN0044  VERT ORDER      -  SECOND    CLASS 0
 NN0044
 NN0044.The horizontal coordinates were scaled from a map and have
 NN0044.an estimated accuracy of +/- 6 seconds.
 NN0044
 NN0044.The orthometric height was determined by differential leveling and
 NN0044.adjusted by the NATIONAL GEODETIC SURVEY
 NN0044.in June 1991.
 NN0044
 NN0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0044.GEOID18 height accuracy estimate available here.
 NN0044
 NN0044.Click photographs - Photos may exist for this station.
 NN0044
 NN0044.The dynamic height is computed by dividing the NAVD 88
 NN0044.geopotential number by the normal gravity value computed on the
 NN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0044.degrees latitude (g = 980.6199 gals.).
 NN0044
 NN0044.The modeled gravity was interpolated from observed gravity values.
 NN0044
 NN0044;                    North         East    Units  Estimated Accuracy
 NN0044;SPC NE       -   343,380.      631,610.      MT  (+/- 180 meters Scaled)
 NN0044
 NN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN499515(NAD 83)
 NN0044
 NN0044                          SUPERSEDED SURVEY CONTROL
 NN0044
 NN0044  NGVD 29 (??/??/92)  378.201  (m)         1240.81   (f) ADJ UNCH    2 0
 NN0044
 NN0044.Superseded values are not recommended for survey control.
 NN0044
 NN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0044.See file dsdata.pdf to determine how the superseded data were derived.
 NN0044
 NN0044_MARKER: DB = BENCH MARK DISK
 NN0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0044_STAMPING: N 216 1946
 NN0044_MARK LOGO: CGS
 NN0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0044+STABILITY: SURFACE MOTION
 NN0044
 NN0044  HISTORY     - Date     Condition        Report By
 NN0044  HISTORY     - 1946     MONUMENTED       CGS
 NN0044  HISTORY     - 1964     MARK NOT FOUND   USGS
 NN0044
 NN0044                          STATION DESCRIPTION
 NN0044
 NN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0044'11 MI NW FROM MONOWI.
 NN0044'2.0 MILES WEST ALONG STATE HIGHWAY NO. 12 FROM THE CHICAGO
 NN0044'AND NORTH WESTERN RAILROAD STATION AT MONOWI, THENCE 3.7 MILES
 NN0044'NORTH ALONG A DIRT ROAD, THENCE 2.8 MILES NORTHWEST ALONG A DIRT
 NN0044'ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 NN0044'EAST ALONG A DIRT ROAD, 0.1 MILE SOUTH OF THE SOUTHWEST BANK
 NN0044'OF THE MISSOURI RIVER, ACROSS THE RIVER FROM GREENWOOD,
 NN0044'SOUTH DAKOTA, 13 FEET NORTHWEST OF A CORNER FENCE POST,
 NN0044'1 FOOT SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A REFERENCE
 NN0044'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NN0044'ABOVE THE GROUND.
 NN0044
 NN0044                          STATION RECOVERY (1964)
 NN0044
 NN0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NN0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0189 ***********************************************************************
 NN0189  DESIGNATION -  N 217
 NN0189  PID         -  NN0189
 NN0189  STATE/COUNTY-  NE/HOLT
 NN0189  COUNTRY     -  US
 NN0189  USGS QUAD   -  INMAN (2017)
 NN0189
 NN0189                         *CURRENT SURVEY CONTROL
 NN0189  ______________________________________________________________________
 NN0189* NAD 83(1986) POSITION- 42 25 49.     (N) 098 33 14.     (W)   SCALED
 NN0189* NAVD 88 ORTHO HEIGHT -   594.411 (meters)     1950.16  (feet) ADJUSTED
 NN0189  ______________________________________________________________________
 NN0189  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 NN0189  DYNAMIC HEIGHT  -        594.187 (meters)     1949.43  (feet) COMP
 NN0189  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 NN0189
 NN0189  VERT ORDER      -  FIRST     CLASS II
 NN0189
 NN0189.The horizontal coordinates were scaled from a map and have
 NN0189.an estimated accuracy of +/- 6 seconds.
 NN0189
 NN0189.The orthometric height was determined by differential leveling and
 NN0189.adjusted by the NATIONAL GEODETIC SURVEY
 NN0189.in June 1991.
 NN0189
 NN0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0189.GEOID18 height accuracy estimate available here.
 NN0189
 NN0189.Click photographs - Photos may exist for this station.
 NN0189
 NN0189.The dynamic height is computed by dividing the NAVD 88
 NN0189.geopotential number by the normal gravity value computed on the
 NN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0189.degrees latitude (g = 980.6199 gals.).
 NN0189
 NN0189.The modeled gravity was interpolated from observed gravity values.
 NN0189
 NN0189;                    North         East    Units  Estimated Accuracy
 NN0189;SPC NE       -   289,340.      618,970.      MT  (+/- 180 meters Scaled)
 NN0189
 NN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM366976(NAD 83)
 NN0189
 NN0189                          SUPERSEDED SURVEY CONTROL
 NN0189
 NN0189  NGVD 29 (??/??/92)  594.212  (m)         1949.51   (f) ADJ UNCH    1 2
 NN0189
 NN0189.Superseded values are not recommended for survey control.
 NN0189
 NN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0189.See file dsdata.pdf to determine how the superseded data were derived.
 NN0189
 NN0189_MARKER: DB = BENCH MARK DISK
 NN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0189_STAMPING: N 217 1946
 NN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0189+STABILITY: SURFACE MOTION
 NN0189
 NN0189  HISTORY     - Date     Condition        Report By
 NN0189  HISTORY     - 1946     MONUMENTED       CGS
 NN0189
 NN0189                          STATION DESCRIPTION
 NN0189
 NN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0189'6.6 MI SE FROM O NEILL.
 NN0189'6.6 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0189'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0189'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0189'MILES EAST, 0.8 MILE SOUTH, 2.6 MILES EAST, AND 0.4 MILE SOUTH
 NN0189'ALONG GRADED DIRT ROADS.  IT IS 100 YARDS NORTHEAST OF A FARMHOUSE,
 NN0189'33 FEET WEST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTHWEST
 NN0189'OF THE CENTERLINE OF THE FARM DRIVE, 23 FEET NORTHEAST OF A
 NN0189'14-INCH COTTONWOOD TREE, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTH
 NN0189'OF A WHITE WOODEN WITNESS POST AND LEVEL WITH THE ROAD.  A
 NN0189'STANDARD DISK, STAMPED N 217 1946 AND SET IN THE TOP OF A
 NN0189'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0423 ***********************************************************************
 NN0423  DESIGNATION -  N 218
 NN0423  PID         -  NN0423
 NN0423  STATE/COUNTY-  NE/HOLT
 NN0423  COUNTRY     -  US
 NN0423  USGS QUAD   -  STUART NE (2017)
 NN0423
 NN0423                         *CURRENT SURVEY CONTROL
 NN0423  ______________________________________________________________________
 NN0423* NAD 83(1986) POSITION- 42 38 16.32   (N) 099 06 30.08   (W)   HD_HELD1
 NN0423* NAVD 88 ORTHO HEIGHT -   651.242 (meters)     2136.62  (feet) ADJUSTED
 NN0423  ______________________________________________________________________
 NN0423  GEOID HEIGHT    -        -24.164 (meters)                     GEOID18
 NN0423  DYNAMIC HEIGHT  -        650.990 (meters)     2135.79  (feet) COMP
 NN0423  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 NN0423
 NN0423  VERT ORDER      -  SECOND    CLASS 0
 NN0423
 NN0423.The horizontal coordinates were determined by differentially corrected
 NN0423.hand held GPS observations or other comparable positioning techniques
 NN0423.and have an estimated accuracy of +/- 3 meters.
 NN0423
 NN0423.The orthometric height was determined by differential leveling and
 NN0423.adjusted by the NATIONAL GEODETIC SURVEY
 NN0423.in June 1991.
 NN0423
 NN0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0423.GEOID18 height accuracy estimate available here.
 NN0423
 NN0423.Click photographs - Photos may exist for this station.
 NN0423
 NN0423.The dynamic height is computed by dividing the NAVD 88
 NN0423.geopotential number by the normal gravity value computed on the
 NN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0423.degrees latitude (g = 980.6199 gals.).
 NN0423
 NN0423.The modeled gravity was interpolated from observed gravity values.
 NN0423
 NN0423;                    North         East    Units  Estimated Accuracy
 NN0423;SPC NE       -   311,772.2     573,119.1     MT  (+/- 3 meters HH1 GPS) 
 NN0423
 NN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9111620607(NAD 83)
 NN0423
 NN0423                          SUPERSEDED SURVEY CONTROL
 NN0423
 NN0423  NGVD 29 (??/??/92)  651.006  (m)         2135.84   (f) ADJ UNCH    2 0
 NN0423
 NN0423.Superseded values are not recommended for survey control.
 NN0423
 NN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0423.See file dsdata.pdf to determine how the superseded data were derived.
 NN0423
 NN0423_MARKER: DB = BENCH MARK DISK
 NN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0423_STAMPING: N 218 1946
 NN0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0423+STABILITY: SURFACE MOTION
 NN0423
 NN0423  HISTORY     - Date     Condition        Report By
 NN0423  HISTORY     - 1946     MONUMENTED       CGS
 NN0423
 NN0423                          STATION DESCRIPTION
 NN0423
 NN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0423'6.1 MI NE FROM STUART.
 NN0423'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0423'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0423'NO. 20, THENCE NORTH 3.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0423'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0423'AN EAST-WEST DIRT ROAD, 34.0 FEET EAST OF AND ABOUT 2.0 FEET
 NN0423'LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 46.0 FEET
 NN0423'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 26.0 FEET NORTH
 NN0423'OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH
 NN0423'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED N 218 1946
 NN0423'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 NN0423'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0338 ***********************************************************************
 NN0338  DESIGNATION -  N 219
 NN0338  PID         -  NN0338
 NN0338  STATE/COUNTY-  NE/HOLT
 NN0338  COUNTRY     -  US
 NN0338  USGS QUAD   -  STUART SE (2017)
 NN0338
 NN0338                         *CURRENT SURVEY CONTROL
 NN0338  ______________________________________________________________________
 NN0338* NAD 83(1995) POSITION- 42 34 07.32751(N) 099 04 09.24981(W)   ADJUSTED
 NN0338* NAD 83(1995) ELLIP HT-   627.147 (meters)        (06/27/02)   ADJUSTED
 NN0338* NAVD 88 ORTHO HEIGHT -   651.117 (meters)     2136.21  (feet) ADJUSTED
 NN0338  ______________________________________________________________________
 NN0338  GEOID HEIGHT    -        -24.030 (meters)                     GEOID18
 NN0338  NAD 83(1995) X  -   -741,632.678 (meters)                     COMP
 NN0338  NAD 83(1995) Y  - -4,646,140.421 (meters)                     COMP
 NN0338  NAD 83(1995) Z  -  4,292,762.551 (meters)                     COMP
 NN0338  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 NN0338  DYNAMIC HEIGHT  -        650.861 (meters)     2135.37  (feet) COMP
 NN0338  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 NN0338
 NN0338  HORZ ORDER      -  FIRST
 NN0338  VERT ORDER      -  FIRST     CLASS II
 NN0338  ELLP ORDER      -  FOURTH    CLASS I
 NN0338
 NN0338.The horizontal coordinates were established by GPS observations
 NN0338.and adjusted by the National Geodetic Survey in August 1997.
 NN0338
 NN0338.The orthometric height was determined by differential leveling and
 NN0338.adjusted by the NATIONAL GEODETIC SURVEY
 NN0338.in June 1991.
 NN0338
 NN0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0338.GEOID18 height accuracy estimate available here.
 NN0338
 NN0338.Click photographs - Photos may exist for this station.
 NN0338
 NN0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0338
 NN0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0338
 NN0338.The ellipsoidal height was determined by GPS observations
 NN0338.and is referenced to NAD 83.
 NN0338
 NN0338.The dynamic height is computed by dividing the NAVD 88
 NN0338.geopotential number by the normal gravity value computed on the
 NN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0338.degrees latitude (g = 980.6199 gals.).
 NN0338
 NN0338.The modeled gravity was interpolated from observed gravity values.
 NN0338
 NN0338. The following values were computed from the NAD 83(1995) position.
 NN0338
 NN0338;                    North         East     Units Scale Factor Converg.
 NN0338;SPC NE       -   304,124.563   576,409.667   MT  0.99983092   +0 37 00.5
 NN0338;SPC NE       -   997,782.00  1,891,104.05   sFT  0.99983092   +0 37 00.5
 NN0338;UTM  14      - 4,712,924.030   494,317.373   MT  0.99960040   -0 02 48.6
 NN0338
 NN0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0338!SPC NE       -   0.99990165  x   0.99983092  =   0.99973259
 NN0338!UTM  14      -   0.99990165  x   0.99960040  =   0.99950209
 NN0338
 NN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9431712924(NAD 83)
 NN0338
 NN0338                          SUPERSEDED SURVEY CONTROL
 NN0338
 NN0338  ELLIP H (08/18/97)  627.169  (m)                       GP(       ) 4 1
 NN0338  NAD 83(1986)-  42 34 07.33307(N)    099 04 09.25969(W) AD(       ) 1
 NN0338  NGVD 29 (??/??/92)  650.886  (m)         2135.45   (f) ADJ UNCH    1 2
 NN0338  NGVD 29 (02/23/90)  651.     (m)  RAPSU86  model used  GPS OBS        
 NN0338
 NN0338.Superseded values are not recommended for survey control.
 NN0338
 NN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0338.See file dsdata.pdf to determine how the superseded data were derived.
 NN0338
 NN0338_MARKER: DB = BENCH MARK DISK
 NN0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0338_STAMPING: N 219 1946
 NN0338_MARK LOGO: CGS
 NN0338_PROJECTION: PROJECTING 8 CENTIMETERS
 NN0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0338+STABILITY: SURFACE MOTION
 NN0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0338+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 NN0338
 NN0338  HISTORY     - Date     Condition        Report By
 NN0338  HISTORY     - 1946     MONUMENTED       CGS
 NN0338  HISTORY     - 19890504 GOOD             NGS
 NN0338  HISTORY     - 20100809 GOOD             JEOCON
 NN0338  HISTORY     - 20210708 GOOD             NEGS
 NN0338  HISTORY     - 20220729 GOOD             NEGS
 NN0338
 NN0338                          STATION DESCRIPTION
 NN0338
 NN0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0338'0.3 MI S FROM STUART.
 NN0338'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0338'HOLT COUNTY, THENCE 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0338'AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 54 YARDS
 NN0338'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF
 NN0338'THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK,
 NN0338'38 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTHWEST OF
 NN0338'A FENCE CORNER, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1
 NN0338'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0338'TRACK.  A STANDARD DISK, STAMPED N 219 1946 AND SET IN THE TOP
 NN0338'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0338
 NN0338                          STATION RECOVERY (1989)
 NN0338
 NN0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0338'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHEAST OF STUART,
 NN0338'0.16 KM (0.10 MI) SOUTH OF U.S. HIGHWAY 20, ON THE CHICAGO AND NW RR
 NN0338'RIGHT-OF-WAY.  OWNERSHIP--CHICAGO AND NW RR.
 NN0338'TO REACH THE STATION FROM THE U.S. POST OFFICE IN STUART, GO SOUTH
 NN0338'ALONG MAIN STREET FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH U.S.
 NN0338'HIGHWAY 20.  TURN LEFT AND GO EAST ALONG U.S. HIGHWAY 20 FOR 6.8 KM
 NN0338'(4.25 MI) TO A SAND ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 NN0338'SAND ROAD, PASSING OVER A RAILROAD, FOR 0.16 KM (0.10 MI) TO THE
 NN0338'STATION ON THE RIGHT, AT A FENCE CORNER AND 0.31 M (1.0 FT) ABOVE THE
 NN0338'ROAD.
 NN0338'THE STATION MARK IS SET 14.1 M (46.3 FT) SOUTH OF THE SOUTH RAIL OF
 NN0338'THE RAILROAD TRACK, 12.1 M (39.7 FT) WEST OF THE APPROXIMATE CENTER OF
 NN0338'THE SAND ROAD, 3.9 M (12.8 FT) SOUTH-SOUTHEAST OF A TELEPHONE POLE,
 NN0338'1.9 M (6.2 FT) WEST OF A CORNER FENCEPOST, 0.31 M (1.0 FT) EAST OF A
 NN0338'WOODEN 4X4 WITNESS POST AND PROJECTS 3 CM ABOVE THE SURFACE.
 NN0338'DESCRIBED BY G.F.SMITH, TYPED BY E.A.RICE.
 NN0338
 NN0338                          STATION RECOVERY (2010)
 NN0338
 NN0338'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0338'RECOVERED IN GOOD CONDITION.
 NN0338
 NN0338                          STATION RECOVERY (2021)
 NN0338
 NN0338'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0338'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NORTH MAIN
 NN0338'STREET AT STUART, NE., GO EAST-SOUTHEAST ON U.S. HIGHWAY 20
 NN0338'APPROXIMATELY 4.0 MI (6.4 KM) TO THE INTERSECTION WITH COUNTY ROAD 471
 NN0338'AVENUE.  TURN RIGHT, SOUTH, ONTO COUNTY ROAD 471 AVENUE AND GO
 NN0338'APPROXIMATELY 350 FT (106.7 M) TO THE MARK ON THE RIGHT, WEST.
 NN0338'
 NN0338'GPS-ABLE BUT HAS POWER LINES RUNNING NORTH TO SOUTH 7.0 FT (2.1 M)
 NN0338'EAST OF MARK.  THE MARK IS 46 FT (14.0 M) WEST OF THE CENTERLINE OF
 NN0338'471 AVENUE, 0.5 FT (15 CM) NORTH-NORTHEAST OF A FIBERGLASS WITNESS
 NN0338'POST, 41.2 FT (12.6 M) EAST-SOUTHEAST OF TOP CENTER OF A TELE
 NN0338'PEDESTRIAN, 11.0 FT (3.4 M) NORTH-NORTHWEST OF A CORNER GATE POST, 1.7
 NN0338'FT (0.5 M) NORTH-NORTHEAST OF A FENCE LINE AND 49 FT (14.9 M)
 NN0338'SOUTH-SOUTHWEST OF THE CENTERLINE OF COWBOY TRAIL THAT WAS AN OLD
 NN0338'RAILROAD BED.
 NN0338
 NN0338                          STATION RECOVERY (2022)
 NN0338
 NN0338'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (BO)
 NN0338'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NORTH MAIN STREET ON
 NN0338'THE SOUTH SIDE OF STUART, NE., GO EAST-SOUTHEAST ON U.S. HIGHWAY 20
 NN0338'APPROXIMATELY 4.0 MI (6.4 KM) TO THE JUNCTION WITH COUNTY ROAD 471ST
 NN0338'AVENUE.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 471ST AVENUE.
 NN0338'APPROXIMATELY 350' TO THE MARK ON THE RIGHT.
 NN0338'
 NN0338'IT IS 46 FT (14.0 M) WEST OF THE CENTERLINE OF 471ST AVENUE, 49 FT
 NN0338'(14.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF COWBOY TRAIL (OLD
 NN0338'RAILROAD BED), 0.5 FT (15 CM) NORTH-NORTHEAST OF A FIBERGLASS WITNESS
 NN0338'POST, 41.2 FT (12.6 M) EAST-SOUTHEAST OF TOP CENTER OF A TELE
 NN0338'PEDESTRIAN, 11.0 FT (3.4 M) NORTH-NORTHWEST OF A CORNER GATE POST AND
 NN0338'1.7 FT (0.5 M) NORTH-NORTHEAST OF A FENCE LINE.  THE MARK IS GPSABLE
 NN0338'BUT HAS NORTH TO SOUTH POWER LINES 7.0 FT (2.1 M) EAST OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0150 ***********************************************************************
 MM0150  DESIGNATION -  N 22
 MM0150  PID         -  MM0150
 MM0150  STATE/COUNTY-  NE/MCPHERSON
 MM0150  COUNTRY     -  US
 MM0150  USGS QUAD   -  TRYON NW (2017)
 MM0150
 MM0150                         *CURRENT SURVEY CONTROL
 MM0150  ______________________________________________________________________
 MM0150* NAD 83(1986) POSITION- 41 40 07.26   (N) 100 57 45.12   (W)   HD_HELD1
 MM0150* NAVD 88 ORTHO HEIGHT -  1010.606 (meters)     3315.63  (feet) ADJUSTED
 MM0150  ______________________________________________________________________
 MM0150  GEOID HEIGHT    -        -21.307 (meters)                     GEOID18
 MM0150  DYNAMIC HEIGHT  -       1010.019 (meters)     3313.70  (feet) COMP
 MM0150  MODELED GRAVITY -    980,007.8   (mgal)                       NAVD 88
 MM0150
 MM0150  VERT ORDER      -  FIRST     CLASS II
 MM0150
 MM0150.The horizontal coordinates were determined by differentially corrected
 MM0150.hand held GPS observations or other comparable positioning techniques
 MM0150.and have an estimated accuracy of +/- 3 meters.
 MM0150
 MM0150.The orthometric height was determined by differential leveling and
 MM0150.adjusted by the NATIONAL GEODETIC SURVEY
 MM0150.in June 1991.
 MM0150
 MM0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0150.GEOID18 height accuracy estimate available here.
 MM0150
 MM0150.Click photographs - Photos may exist for this station.
 MM0150
 MM0150.The dynamic height is computed by dividing the NAVD 88
 MM0150.geopotential number by the normal gravity value computed on the
 MM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0150.degrees latitude (g = 980.6199 gals.).
 MM0150
 MM0150.The modeled gravity was interpolated from observed gravity values.
 MM0150
 MM0150;                    North         East    Units  Estimated Accuracy
 MM0150;SPC NE       -   204,216.6     419,869.7     MT  (+/- 3 meters HH1 GPS) 
 MM0150
 MM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3662314852(NAD 83)
 MM0150
 MM0150                          SUPERSEDED SURVEY CONTROL
 MM0150
 MM0150  NGVD 29 (02/14/92) 1010.241  (m)         3314.43   (f) ADJUSTED    1 2
 MM0150  NGVD 29 (??/??/87) 1010.241  (m)         3314.43   (f) SUPERSEDED  1 2
 MM0150
 MM0150.Superseded values are not recommended for survey control.
 MM0150
 MM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0150.See file dsdata.pdf to determine how the superseded data were derived.
 MM0150
 MM0150_MARKER: DB = BENCH MARK DISK
 MM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0150_STAMPING: N 22 1933 3314.432
 MM0150_MARK LOGO: CGS
 MM0150_PROJECTION: RECESSED 10 CENTIMETERS
 MM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0150+STABILITY: SURFACE MOTION
 MM0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0150+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0150
 MM0150  HISTORY     - Date     Condition        Report By
 MM0150  HISTORY     - 1933     MONUMENTED       CGS
 MM0150  HISTORY     - 19910820 GOOD             NGS
 MM0150  HISTORY     - 20150609 GOOD             NEGS
 MM0150
 MM0150                          STATION DESCRIPTION
 MM0150
 MM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0150'8.1 MI N FROM TRYON.
 MM0150'8.1 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0150'TRYON, MC PHERSON COUNTY, AT WHITTAKER RANCH AND A ROAD
 MM0150'INTERSECTION, AT A SMALL STUCCO FARMHOUSE, 54 FEET NORTH OF THE
 MM0150'CENTERLINE OF THE CROSSROAD, 38 FEET WEST OF THE CENTERLINE OF
 MM0150'THE OLD HIGHWAY, AND AT THE SOUTHEAST CORNER OF A SMALL GROVE.
 MM0150'A STANDARD DISK, STAMPED 3314.432 N 22 1933 AND SET IN THE TOP
 MM0150'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0150
 MM0150                          STATION RECOVERY (1991)
 MM0150
 MM0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0150'13.1 KM (8.15 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0150'COURTHOUSE IN TRYON, 25.5 M (83.7 FT) WEST OF AND LEVEL WITH THE
 MM0150'HIGHWAY CENTERLINE, 17.3 M (56.8 FT) NORTH OF THE CENTER OF A DIRT
 MM0150'ROAD, 7.6 M (24.9 FT) NORTH OF A FENCE, 4.8 M (15.7 FT) WEST OF A
 MM0150'FENCE, 1.1 M (3.6 FT) WEST OF A 36-INCH COTTONWOOD TREE, 0.3 M (1.0
 MM0150'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 MM0150'FT) BELOW THE GROUND SURFACE.
 MM0150
 MM0150                          STATION RECOVERY (2015)
 MM0150
 MM0150'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0150'RECOVERED AS DESCRIBED
 MM0150'
 MM0150'36-INCH COTTONWOOD IS NOW 48 INCH
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0382 ***********************************************************************
 NN0382  DESIGNATION -  N 220
 NN0382  PID         -  NN0382
 NN0382  STATE/COUNTY-  NE/KEYA PAHA
 NN0382  COUNTRY     -  US
 NN0382  USGS QUAD   -  JAMISON (2017)
 NN0382
 NN0382                         *CURRENT SURVEY CONTROL
 NN0382  ______________________________________________________________________
 NN0382* NAD 83(1986) POSITION- 42 55 42.     (N) 099 20 04.     (W)   SCALED
 NN0382* NAVD 88 ORTHO HEIGHT -   557.625 (meters)     1829.47  (feet) ADJUSTED
 NN0382  ______________________________________________________________________
 NN0382  GEOID HEIGHT    -        -24.860 (meters)                     GEOID18
 NN0382  DYNAMIC HEIGHT  -        557.413 (meters)     1828.78  (feet) COMP
 NN0382  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 NN0382
 NN0382  VERT ORDER      -  FIRST     CLASS II
 NN0382
 NN0382.The horizontal coordinates were scaled from a map and have
 NN0382.an estimated accuracy of +/- 6 seconds.
 NN0382
 NN0382.The orthometric height was determined by differential leveling and
 NN0382.adjusted by the NATIONAL GEODETIC SURVEY
 NN0382.in June 1991.
 NN0382
 NN0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0382.GEOID18 height accuracy estimate available here.
 NN0382
 NN0382.Click photographs - Photos may exist for this station.
 NN0382
 NN0382.The dynamic height is computed by dividing the NAVD 88
 NN0382.geopotential number by the normal gravity value computed on the
 NN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0382.degrees latitude (g = 980.6199 gals.).
 NN0382
 NN0382.The modeled gravity was interpolated from observed gravity values.
 NN0382
 NN0382;                    North         East    Units  Estimated Accuracy
 NN0382;SPC NE       -   343,870.      554,330.      MT  (+/- 180 meters Scaled)
 NN0382
 NN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN727529(NAD 83)
 NN0382
 NN0382                          SUPERSEDED SURVEY CONTROL
 NN0382
 NN0382  NGVD 29 (??/??/92)  557.335  (m)         1828.52   (f) ADJ UNCH    1 2
 NN0382
 NN0382.Superseded values are not recommended for survey control.
 NN0382
 NN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0382.See file dsdata.pdf to determine how the superseded data were derived.
 NN0382
 NN0382_MARKER: DB = BENCH MARK DISK
 NN0382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NN0382_SP_SET: PIER
 NN0382_STAMPING: N 220 1946
 NN0382_MARK LOGO: CGS
 NN0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0382
 NN0382  HISTORY     - Date     Condition        Report By
 NN0382  HISTORY     - 1946     MONUMENTED       CGS
 NN0382  HISTORY     - 1973     GOOD             NGS
 NN0382
 NN0382                          STATION DESCRIPTION
 NN0382
 NN0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0382'0.4 MI S FROM BROCKSBURG.
 NN0382'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 0.4 MILE
 NN0382'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 9.0 FEET
 NN0382'WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NN0382'KEYA PAHA RIVER BRIDGE, ON TOP OF THE SOUTHWEST CONCRETE PIER.
 NN0382'A BRONZE DISK STAMPED N 220 1946 SET IN A DRILL HOLE IN CONCRETE.
 NN0382'THE CONCRETE PIER IS STILL INTACT, THE BRIDGE FLOOR IS REMOVED.
 NN0382'UNABLE TO TRAVEL TO SITE OF BENCH MARK THIS DATE.  DEPARTMENT
 NN0382'OF ROAD ENGINEER STATED MARK WAS STILL INTACT AND THEY WILL
 NN0382'MOVE IT TO A MORE USEABLE LOCATION.  NOTE-- UNABLE TO GET TO
 NN0382'BRIDGE PIER THIS DATE AS BRIDGE FLOOR IS REMOVED.
 NN0382
 NN0382                          STATION RECOVERY (1973)
 NN0382
 NN0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1254 ***********************************************************************
 NM1254  DESIGNATION -  N 221
 NM1254  PID         -  NM1254
 NM1254  STATE/COUNTY-  NE/PIERCE
 NM1254  COUNTRY     -  US
 NM1254  USGS QUAD   -  FOSTER (2017)
 NM1254
 NM1254                         *CURRENT SURVEY CONTROL
 NM1254  ______________________________________________________________________
 NM1254* NAD 83(1986) POSITION- 42 18 27.     (N) 097 43 25.     (W)   SCALED
 NM1254* NAVD 88 ORTHO HEIGHT -   505.162 (meters)     1657.35  (feet) ADJUSTED
 NM1254  ______________________________________________________________________
 NM1254  GEOID HEIGHT    -        -24.973 (meters)                     GEOID18
 NM1254  DYNAMIC HEIGHT  -        504.974 (meters)     1656.74  (feet) COMP
 NM1254  MODELED GRAVITY -    980,232.6   (mgal)                       NAVD 88
 NM1254
 NM1254  VERT ORDER      -  FIRST     CLASS II
 NM1254
 NM1254.The horizontal coordinates were scaled from a map and have
 NM1254.an estimated accuracy of +/- 6 seconds.
 NM1254
 NM1254.The orthometric height was determined by differential leveling and
 NM1254.adjusted by the NATIONAL GEODETIC SURVEY
 NM1254.in June 1991.
 NM1254
 NM1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1254.GEOID18 height accuracy estimate available here.
 NM1254
 NM1254.Click photographs - Photos may exist for this station.
 NM1254
 NM1254.The dynamic height is computed by dividing the NAVD 88
 NM1254.geopotential number by the normal gravity value computed on the
 NM1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1254.degrees latitude (g = 980.6199 gals.).
 NM1254
 NM1254.The modeled gravity was interpolated from observed gravity values.
 NM1254
 NM1254;                    North         East    Units  Estimated Accuracy
 NM1254;SPC NE       -   277,180.      687,620.      MT  (+/- 180 meters Scaled)
 NM1254
 NM1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM051847(NAD 83)
 NM1254
 NM1254                          SUPERSEDED SURVEY CONTROL
 NM1254
 NM1254  NGVD 29 (??/??/92)  504.980  (m)         1656.76   (f) ADJ UNCH    1 2
 NM1254
 NM1254.Superseded values are not recommended for survey control.
 NM1254
 NM1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1254.See file dsdata.pdf to determine how the superseded data were derived.
 NM1254
 NM1254_MARKER: DB = BENCH MARK DISK
 NM1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1254_STAMPING: N 221 1946
 NM1254_MARK LOGO: CGS
 NM1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1254+STABILITY: SURFACE MOTION
 NM1254
 NM1254  HISTORY     - Date     Condition        Report By
 NM1254  HISTORY     - 1946     MONUMENTED       CGS
 NM1254  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1254
 NM1254                          STATION DESCRIPTION
 NM1254
 NM1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1254'4 MI NW FROM FOSTER.
 NM1254'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1254'NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, AT THE
 NM1254'INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 75 FEET
 NM1254'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF THE
 NM1254'CENTERLINE OF THE ROAD, 33 FEET WEST OF THE SOUTH END OF A 24-INCH
 NM1254'CORRUGATED-IRON CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NM1254'POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NM1254'STAMPED N 221 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1254'4 INCHES ABOVE GROUND.
 NM1254
 NM1254                          STATION RECOVERY (1999)
 NM1254
 NM1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1254'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1254'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0150 ***********************************************************************
 NN0150  DESIGNATION -  N 222
 NN0150  PID         -  NN0150
 NN0150  STATE/COUNTY-  NE/ANTELOPE
 NN0150  COUNTRY     -  US
 NN0150  USGS QUAD   -  ORCHARD (2017)
 NN0150
 NN0150                         *CURRENT SURVEY CONTROL
 NN0150  ______________________________________________________________________
 NN0150* NAD 83(1986) POSITION- 42 20 06.     (N) 098 11 03.     (W)   SCALED
 NN0150* NAVD 88 ORTHO HEIGHT -   585.302 (meters)     1920.28  (feet) ADJUSTED
 NN0150  ______________________________________________________________________
 NN0150  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 NN0150  DYNAMIC HEIGHT  -        585.067 (meters)     1919.51  (feet) COMP
 NN0150  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 NN0150
 NN0150  VERT ORDER      -  FIRST     CLASS II
 NN0150
 NN0150.The horizontal coordinates were scaled from a map and have
 NN0150.an estimated accuracy of +/- 6 seconds.
 NN0150
 NN0150.The orthometric height was determined by differential leveling and
 NN0150.adjusted by the NATIONAL GEODETIC SURVEY
 NN0150.in June 1991.
 NN0150
 NN0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0150.GEOID18 height accuracy estimate available here.
 NN0150
 NN0150.Click photographs - Photos may exist for this station.
 NN0150
 NN0150.The dynamic height is computed by dividing the NAVD 88
 NN0150.geopotential number by the normal gravity value computed on the
 NN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0150.degrees latitude (g = 980.6199 gals.).
 NN0150
 NN0150.The modeled gravity was interpolated from observed gravity values.
 NN0150
 NN0150;                    North         East    Units  Estimated Accuracy
 NN0150;SPC NE       -   279,330.      649,610.      MT  (+/- 180 meters Scaled)
 NN0150
 NN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM672872(NAD 83)
 NN0150
 NN0150                          SUPERSEDED SURVEY CONTROL
 NN0150
 NN0150  NGVD 29 (??/??/92)  585.095  (m)         1919.60   (f) ADJ UNCH    1 2
 NN0150
 NN0150.Superseded values are not recommended for survey control.
 NN0150
 NN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0150.See file dsdata.pdf to determine how the superseded data were derived.
 NN0150
 NN0150_MARKER: DB = BENCH MARK DISK
 NN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0150_STAMPING: N 222 1946
 NN0150_MARK LOGO: CGS
 NN0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0150+STABILITY: SURFACE MOTION
 NN0150
 NN0150  HISTORY     - Date     Condition        Report By
 NN0150  HISTORY     - 1946     MONUMENTED       CGS
 NN0150  HISTORY     - 19940908 GOOD             NEDR
 NN0150
 NN0150                          STATION DESCRIPTION
 NN0150
 NN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0150'2.9 MI E FROM ORCHARD.
 NN0150'2.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0150'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0150'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 39 FEET SOUTH OF THE
 NN0150'CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTERLINE OF THE
 NN0150'DIRT ROAD, 18 FEET SOUTHEAST OF THE EAST CONCRETE HEADWALL OF AN
 NN0150'18-INCH CORRUGATED IRON CULVERT, 1 FOOT NORTH OF A WHITE WOODEN
 NN0150'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NN0150'DISK, STAMPED N 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0150'PROJECTING 4 INCHES ABOVE GROUND.
 NN0150
 NN0150                          STATION RECOVERY (1994)
 NN0150
 NN0150'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0150'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO ROAD
 NN0150'CONSTRUCTION.  N 222 RESET IN 1994 HAS BEEN ESTABLISHED NEARBY.  FOR
 NN0150'FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7415 ***********************************************************************
 AA7415  DESIGNATION -  N 222 RESET
 AA7415  PID         -  AA7415
 AA7415  STATE/COUNTY-  NE/ANTELOPE
 AA7415  COUNTRY     -  US
 AA7415  USGS QUAD   -  ORCHARD (2017)
 AA7415
 AA7415                         *CURRENT SURVEY CONTROL
 AA7415  ______________________________________________________________________
 AA7415* NAD 83(1986) POSITION- 42 20 06.     (N) 098 11 03.     (W)   SCALED
 AA7415* NAVD 88 ORTHO HEIGHT -   588.43  (+/-2cm)     1930.5   (feet) VERTCON
 AA7415  ______________________________________________________________________
 AA7415  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 AA7415  VERT ORDER      -  THIRD (See Below)
 AA7415
 AA7415.The horizontal coordinates were scaled from a map and have
 AA7415.an estimated accuracy of +/- 6 seconds.
 AA7415
 AA7415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7415
 AA7415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7415.GEOID18 height accuracy estimate available here.
 AA7415
 AA7415.The vertical order pertains to the NGVD 29 superseded value.
 AA7415
 AA7415.Click photographs - Photos may exist for this station.
 AA7415
 AA7415;                    North         East    Units  Estimated Accuracy
 AA7415;SPC NE       -   279,330.      649,610.      MT  (+/- 180 meters Scaled)
 AA7415
 AA7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM672872(NAD 83)
 AA7415
 AA7415                          SUPERSEDED SURVEY CONTROL
 AA7415
 AA7415  NGVD 29 (01/31/13)  588.22   (m)         1929.9    (f) RESET       3  
 AA7415
 AA7415.Superseded values are not recommended for survey control.
 AA7415
 AA7415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7415.See file dsdata.pdf to determine how the superseded data were derived.
 AA7415
 AA7415_MARKER: DV = VERTICAL CONTROL DISK
 AA7415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7415_STAMPING: N 222 RESET 1994
 AA7415_MARK LOGO: NGS
 AA7415_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7415+STABILITY: SURFACE MOTION
 AA7415
 AA7415  HISTORY     - Date     Condition        Report By
 AA7415  HISTORY     - 1994     MONUMENTED       NEDR
 AA7415
 AA7415                          STATION DESCRIPTION
 AA7415
 AA7415'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7415'LOCATED ABOUT 4.8 KM (3.00 MI) EAST FROM ORCHARD, IN THE NW CORNER OF
 AA7415'SEC7, T27N, R7W AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE ORCHARD
 AA7415'POST OFFICE, GO EAST ON U.S.  HIGHWAY 20 FOR 2.95 MI (4.75 KM) TO A
 AA7415'COUNTY ROAD INTERSECTION AND THE MARK ON THE RIGHT, 150.9 M (495.1 FT)
 AA7415'SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 9.2 M (30.2 FT) EAST FROM
 AA7415'THE CENTERLINE OF THE COUNTY ROAD, 23.190 M (76.083 FT) SOUTHEAST FROM
 AA7415'A NAIL AND WASHER IN THE TOP OF A FENCE POST, 7.753 M (25.436 FT)
 AA7415'NORTH-NORTHWEST FROM A NAIL AND WASHER IN A FENCE POST, 2.146 M (7.041
 AA7415'FT) SOUTH-SOUTHWEST FROM A NAIL AND WASHER IN A FENCE POST AND 0.300 M
 AA7415'(0.984 FT) WEST FROM A WITNESS POST.  THE DISK IS SET INTO THE TOP OF
 AA7415'A ROUND CONCRETE POST THAT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 AA7415'SURFACE.  A MAGNET IS EMBEDDED IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0433 ***********************************************************************
 NN0433  DESIGNATION -  N 223
 NN0433  PID         -  NN0433
 NN0433  STATE/COUNTY-  NE/KEYA PAHA
 NN0433  COUNTRY     -  US
 NN0433  USGS QUAD   -  MILLS (2017)
 NN0433
 NN0433                         *CURRENT SURVEY CONTROL
 NN0433  ______________________________________________________________________
 NN0433* NAD 83(1986) POSITION- 42 56 25.     (N) 099 27 10.     (W)   SCALED
 NN0433* NAVD 88 ORTHO HEIGHT -   610.124 (meters)     2001.72  (feet) ADJUSTED
 NN0433  ______________________________________________________________________
 NN0433  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 NN0433  DYNAMIC HEIGHT  -        609.895 (meters)     2000.96  (feet) COMP
 NN0433  MODELED GRAVITY -    980,226.5   (mgal)                       NAVD 88
 NN0433
 NN0433  VERT ORDER      -  FIRST     CLASS II
 NN0433
 NN0433.The horizontal coordinates were scaled from a map and have
 NN0433.an estimated accuracy of +/- 6 seconds.
 NN0433
 NN0433.The orthometric height was determined by differential leveling and
 NN0433.adjusted by the NATIONAL GEODETIC SURVEY
 NN0433.in June 1991.
 NN0433
 NN0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0433.GEOID18 height accuracy estimate available here.
 NN0433
 NN0433.Click photographs - Photos may exist for this station.
 NN0433
 NN0433.The dynamic height is computed by dividing the NAVD 88
 NN0433.geopotential number by the normal gravity value computed on the
 NN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0433.degrees latitude (g = 980.6199 gals.).
 NN0433
 NN0433.The modeled gravity was interpolated from observed gravity values.
 NN0433
 NN0433;                    North         East    Units  Estimated Accuracy
 NN0433;SPC NE       -   345,130.      544,660.      MT  (+/- 180 meters Scaled)
 NN0433
 NN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN630542(NAD 83)
 NN0433
 NN0433                          SUPERSEDED SURVEY CONTROL
 NN0433
 NN0433  NGVD 29 (??/??/92)  609.840  (m)         2000.78   (f) ADJ UNCH    1 2
 NN0433
 NN0433.Superseded values are not recommended for survey control.
 NN0433
 NN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0433.See file dsdata.pdf to determine how the superseded data were derived.
 NN0433
 NN0433_MARKER: DB = BENCH MARK DISK
 NN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0433_STAMPING: N 223 1946
 NN0433_MARK LOGO: CGS
 NN0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0433+STABILITY: SURFACE MOTION
 NN0433
 NN0433  HISTORY     - Date     Condition        Report By
 NN0433  HISTORY     - 1946     MONUMENTED       CGS
 NN0433
 NN0433                          STATION DESCRIPTION
 NN0433
 NN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0433'0.5 MI W FROM MILLS.
 NN0433'ALONG A GRADED COUNTY ROAD, 0.5 MILE WEST OF MILLS POST OFFICE,
 NN0433'NEAR A FENCE CORNER, 36 FEET SOUTH OF THE CENTER OF THE MAIN
 NN0433'ROAD, 24 FEET WEST OF THE CENTER OF A ROAD LEADING SOUTHWEST,
 NN0433'6 FEET SOUTH OF A CORNER FENCE POST, 3 FEET EAST OF A FENCE,
 NN0433'2 FEET NORTH OF WITNESS POST.  A BRONZE DISK STAMPED N 223 1946
 NN0433'SET IN THE TOP OF CONCRETE POST.  NOTE-- IN A FENCE ROW, 40 FT.
 NN0433'SOUTH AND 278 FT. EAST OF A T-ROAD SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1216 ***********************************************************************
 MK1216  DESIGNATION -  N 224
 MK1216  PID         -  MK1216
 MK1216  STATE/COUNTY-  NE/MADISON
 MK1216  COUNTRY     -  US
 MK1216  USGS QUAD   -  ENOLA (2017)
 MK1216
 MK1216                         *CURRENT SURVEY CONTROL
 MK1216  ______________________________________________________________________
 MK1216* NAD 83(2011) POSITION- 41 59 03.74283(N) 097 25 37.10402(W)   ADJUSTED
 MK1216* NAD 83(2011) ELLIP HT-   443.519 (meters)        (06/27/12)   ADJUSTED
 MK1216* NAD 83(2011) EPOCH   -  2010.00
 MK1216* NAVD 88 ORTHO HEIGHT -   468.280 (meters)     1536.35  (feet) ADJUSTED
 MK1216  ______________________________________________________________________
 MK1216  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 MK1216  NAD 83(2011) X  -   -613,801.367 (meters)                     COMP
 MK1216  NAD 83(2011) Y  - -4,708,652.067 (meters)                     COMP
 MK1216  NAD 83(2011) Z  -  4,244,610.454 (meters)                     COMP
 MK1216  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 MK1216  DYNAMIC HEIGHT  -        468.098 (meters)     1535.75  (feet) COMP
 MK1216  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 MK1216
 MK1216  VERT ORDER      -  FIRST     CLASS II
 MK1216
 MK1216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1216  Standards:
 MK1216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1216  -------------------------------------------------------------------
 MK1216  NETWORK    1.48   1.63           0.64   0.56   0.83     -0.12902306
 MK1216  -------------------------------------------------------------------
 MK1216  Click here for local accuracies and other accuracy information.
 MK1216
 MK1216.The horizontal coordinates were established by GPS observations
 MK1216.and adjusted by the National Geodetic Survey in June 2012.
 MK1216
 MK1216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1216.been affixed to the stable North American tectonic plate. See 
 MK1216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1216
 MK1216.The horizontal coordinates are valid at the epoch date displayed above
 MK1216.which is a decimal equivalence of Year/Month/Day.
 MK1216
 MK1216.The orthometric height was determined by differential leveling and
 MK1216.adjusted by the NATIONAL GEODETIC SURVEY
 MK1216.in June 1991.
 MK1216
 MK1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1216.GEOID18 height accuracy estimate available here.
 MK1216
 MK1216.Click photographs - Photos may exist for this station.
 MK1216
 MK1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1216
 MK1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1216
 MK1216.The ellipsoidal height was determined by GPS observations
 MK1216.and is referenced to NAD 83.
 MK1216
 MK1216.The dynamic height is computed by dividing the NAVD 88
 MK1216.geopotential number by the normal gravity value computed on the
 MK1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1216.degrees latitude (g = 980.6199 gals.).
 MK1216
 MK1216.The modeled gravity was interpolated from observed gravity values.
 MK1216
 MK1216. The following values were computed from the NAD 83(2011) position.
 MK1216
 MK1216;                    North         East     Units Scale Factor Converg.
 MK1216;SPC NE       -   241,994.455   713,132.530   MT  0.99969341   +1 42 18.5
 MK1216;SPC NE       -   793,943.47  2,339,668.98   sFT  0.99969341   +1 42 18.5
 MK1216;UTM  14      - 4,649,237.897   630,307.947   MT  0.99980894   +1 03 08.6
 MK1216
 MK1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1216!SPC NE       -   0.99993044  x   0.99969341  =   0.99962387
 MK1216!UTM  14      -   0.99993044  x   0.99980894  =   0.99973940
 MK1216
 MK1216:                Primary Azimuth Mark                     Grid Az
 MK1216:SPC NE       -  AP STA B OFK                             204 00 51.7
 MK1216:UTM  14      -  AP STA B OFK                             204 40 01.6
 MK1216
 MK1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3030749237(NAD 83)
 MK1216
 MK1216|---------------------------------------------------------------------|
 MK1216| PID    Reference Object                     Distance      Geod. Az  |
 MK1216|                                                           dddmmss.s |
 MK1216| MK2156 AP STA B OFK                        APPROX. 0.5 KM 2054310.2 |
 MK1216|---------------------------------------------------------------------|
 MK1216
 MK1216                          SUPERSEDED SURVEY CONTROL
 MK1216
 MK1216  NAD 83(2007)-  41 59 03.74279(N)    097 25 37.10476(W) AD(2002.00) 0
 MK1216  ELLIP H (02/10/07)  443.545  (m)                       GP(2002.00)    
 MK1216  ELLIP H (11/06/01)  443.514  (m)                       GP(       ) 4 2
 MK1216  NAD 83(1995)-  41 59 03.74272(N)    097 25 37.10431(W) AD(       ) 1
 MK1216  ELLIP H (09/23/97)  443.580  (m)                       GP(       ) 4 2
 MK1216  NAVD 88 (09/23/97)  468.3    (m)  GEOID96  model used  GPS OBS        
 MK1216  NGVD 29 (??/??/92)  468.096  (m)         1535.75   (f) ADJ UNCH    1 2
 MK1216
 MK1216.Superseded values are not recommended for survey control.
 MK1216
 MK1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1216.See file dsdata.pdf to determine how the superseded data were derived.
 MK1216
 MK1216_MARKER: DB = BENCH MARK DISK
 MK1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1216_STAMPING: N 224 1947
 MK1216_MARK LOGO: CGS
 MK1216_PROJECTION: PROJECTING 10 CENTIMETERS
 MK1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1216+STABILITY: SURFACE MOTION
 MK1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1216+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2020
 MK1216
 MK1216  HISTORY     - Date     Condition        Report By
 MK1216  HISTORY     - 1947     MONUMENTED       CGS
 MK1216  HISTORY     - 1967     GOOD             CGS
 MK1216  HISTORY     - 1981     GOOD
 MK1216  HISTORY     - 19970616 GOOD             NGS
 MK1216  HISTORY     - 20100322 GOOD             INDIV
 MK1216  HISTORY     - 20110816 GOOD             INDIV
 MK1216  HISTORY     - 20130429 GOOD             JEOCON
 MK1216  HISTORY     - 20201028 GOOD             NEGS
 MK1216
 MK1216                          STATION DESCRIPTION
 MK1216
 MK1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1216'3.4 MI S FROM NORFOLK.
 MK1216'3.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 FROM THE JUNCTION
 MK1216'OF U.S. HIGHWAY NO. 275 AND U.S. HIGHWAY NO. 81 AT NORFOLK,
 MK1216'AT THE MAIN ENTRANCE TO THE NORFOLK MUNICIPAL AIRPORT, 97.3
 MK1216'FEET WEST OF THE CENTER OF THE HIGHWAY, 72.0 FEET SOUTH OF THE
 MK1216'CENTER OF THE AIRPORT ROAD, 1.6 FOOT SOUTH OF A REFERENCE
 MK1216'POST, 1.0 FOOT EAST OF A NORTH-SOUTH NET WIRE FENCE LINE, SET
 MK1216'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY
 MK1216'AND PROJECTING 0.3 FOOT.
 MK1216
 MK1216                          STATION RECOVERY (1967)
 MK1216
 MK1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK1216'RECOVERED IN GOOD CONDITION.
 MK1216
 MK1216                          STATION RECOVERY (1981)
 MK1216
 MK1216'RECOVERED 1981
 MK1216'RECOVERED IN GOOD CONDITION.
 MK1216
 MK1216                          STATION RECOVERY (1997)
 MK1216
 MK1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK1216'RECOVERED AS DESCRIBED.
 MK1216
 MK1216                          STATION RECOVERY (2010)
 MK1216
 MK1216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 MK1216'RECOVERED IN GOOD CONDITION
 MK1216
 MK1216                          STATION RECOVERY (2011)
 MK1216
 MK1216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JWS)
 MK1216'RECOVERED IN GOOD CONDITION.
 MK1216
 MK1216                          STATION RECOVERY (2013)
 MK1216
 MK1216'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 MK1216'RECOVERED IN GOOD CONDITION.
 MK1216
 MK1216                          STATION RECOVERY (2020)
 MK1216
 MK1216'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1216'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND U.S. HIGHWAY 275
 MK1216'IN NORFOLK, NE., GO SOUTH ON U.S. HIGHWAY 81 FOR 2.3 MI (3.7 KM) TO
 MK1216'THE INTERSECTION OF U.S. HIGHWAY 81 AND S 13 TRUNK HIGHWAY ST. TURN
 MK1216'RIGHT (WSW) ONTO S 13TH ST. AND GO 260 FT (79.2 M) TO A DRIVE ON YOUR
 MK1216'RIGHT, THAT HEADS WEST.  GO APPROXIMATELY 160 FT (48.8 M) TO A (NORTH
 MK1216'SOUTH) FENCE LINE ON THE LEFT (SOUTH).  THE MARK IS 67.7 FT (20.6 M)
 MK1216'SOUTH OF THE CENTERLINE OF THE DRIVE HEADING TO THE OLD AIRPORT
 MK1216'TERMINAL, 31.46 FT (9.6 M) NORTH OF NAIL IN A DISK SET IN THE TOP OF A
 MK1216'FENCE POST, 17.66 FT (5.4 M) NORTH OF NAIL IN A DISK SET IN THE TOP OF
 MK1216'A FENCE POST, 27.68 FT (8.4 M) SOUTH OF NAIL IN A DISK SET IN THE TOP
 MK1216'OF A FENCE POST AND 57.38 FT (17.5 M) FROM NAIL IN A DISK SET IN THE
 MK1216'TOP OF GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1196 ***********************************************************************
 NM1196  DESIGNATION -  N 225
 NM1196  PID         -  NM1196
 NM1196  STATE/COUNTY-  NE/WAYNE
 NM1196  COUNTRY     -  US
 NM1196  USGS QUAD   -  WAYNE (2017)
 NM1196
 NM1196                         *CURRENT SURVEY CONTROL
 NM1196  ______________________________________________________________________
 NM1196* NAD 83(1986) POSITION- 42 11 14.     (N) 097 04 45.     (W)   SCALED
 NM1196* NAVD 88 ORTHO HEIGHT -   454.505 (meters)     1491.16  (feet) ADJUSTED
 NM1196  ______________________________________________________________________
 NM1196  GEOID HEIGHT    -        -24.896 (meters)                     GEOID18
 NM1196  DYNAMIC HEIGHT  -        454.339 (meters)     1490.61  (feet) COMP
 NM1196  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 NM1196
 NM1196  VERT ORDER      -  FIRST     CLASS II
 NM1196
 NM1196.The horizontal coordinates were scaled from a map and have
 NM1196.an estimated accuracy of +/- 6 seconds.
 NM1196
 NM1196.The orthometric height was determined by differential leveling and
 NM1196.adjusted by the NATIONAL GEODETIC SURVEY
 NM1196.in June 1991.
 NM1196
 NM1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1196.GEOID18 height accuracy estimate available here.
 NM1196
 NM1196.Click photographs - Photos may exist for this station.
 NM1196
 NM1196.The dynamic height is computed by dividing the NAVD 88
 NM1196.geopotential number by the normal gravity value computed on the
 NM1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1196.degrees latitude (g = 980.6199 gals.).
 NM1196
 NM1196.The modeled gravity was interpolated from observed gravity values.
 NM1196
 NM1196;                    North         East    Units  Estimated Accuracy
 NM1196;SPC NE       -   265,420.      741,170.      MT  (+/- 180 meters Scaled)
 NM1196
 NM1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM586723(NAD 83)
 NM1196
 NM1196                          SUPERSEDED SURVEY CONTROL
 NM1196
 NM1196  NGVD 29 (??/??/92)  454.317  (m)         1490.54   (f) ADJ UNCH    1 2
 NM1196
 NM1196.Superseded values are not recommended for survey control.
 NM1196
 NM1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1196.See file dsdata.pdf to determine how the superseded data were derived.
 NM1196
 NM1196_MARKER: DB = BENCH MARK DISK
 NM1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1196_SP_SET: ABUTMENT
 NM1196_STAMPING: N 225 1947
 NM1196_MARK LOGO: CGS
 NM1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1196
 NM1196  HISTORY     - Date     Condition        Report By
 NM1196  HISTORY     - 1947     MONUMENTED       CGS
 NM1196
 NM1196                          STATION DESCRIPTION
 NM1196
 NM1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1196'5.2 MI E FROM WINSIDE.
 NM1196'5.2 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1196'RAILWAY FROM THE STATION AT WINSIDE, 0.25 MILE SOUTHWEST OF A COUNTY
 NM1196'DIRT ROAD CROSSING, 0.1 MILE NORTHEAST OF MILE POST EMR 23, 190.0
 NM1196'FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 6.2 FEET
 NM1196'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 2.4 FEET BELOW THE
 NM1196'BASE OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 NM1196'NORTHEAST CONCRETE ABUTMENT OF A 15-FOOT STEEL PLATE RAILROAD BRIDGE.
 NM1196'NOTE-- THIS BENCH MARK IS ALSO 4.4 MILES SOUTHWEST ALONG THE CHICAGO,
 NM1196'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT WAYNE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0511 ***********************************************************************
 NN0511  DESIGNATION -  N 226
 NN0511  PID         -  NN0511
 NN0511  STATE/COUNTY-  NE/BROWN
 NN0511  COUNTRY     -  US
 NN0511  USGS QUAD   -  AINSWORTH (2017)
 NN0511
 NN0511                         *CURRENT SURVEY CONTROL
 NN0511  ______________________________________________________________________
 NN0511* NAD 83(1986) POSITION- 42 33 00.     (N) 099 50 12.     (W)   SCALED
 NN0511* NAVD 88 ORTHO HEIGHT -   765.842 (meters)     2512.60  (feet) ADJUSTED
 NN0511  ______________________________________________________________________
 NN0511  GEOID HEIGHT    -        -22.665 (meters)                     GEOID18
 NN0511  DYNAMIC HEIGHT  -        765.520 (meters)     2511.54  (feet) COMP
 NN0511  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 NN0511
 NN0511  VERT ORDER      -  FIRST     CLASS II
 NN0511
 NN0511.The horizontal coordinates were scaled from a map and have
 NN0511.an estimated accuracy of +/- 6 seconds.
 NN0511
 NN0511.The orthometric height was determined by differential leveling and
 NN0511.adjusted by the NATIONAL GEODETIC SURVEY
 NN0511.in June 1991.
 NN0511
 NN0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0511.GEOID18 height accuracy estimate available here.
 NN0511
 NN0511.Click photographs - Photos may exist for this station.
 NN0511
 NN0511.The dynamic height is computed by dividing the NAVD 88
 NN0511.geopotential number by the normal gravity value computed on the
 NN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0511.degrees latitude (g = 980.6199 gals.).
 NN0511
 NN0511.The modeled gravity was interpolated from observed gravity values.
 NN0511
 NN0511;                    North         East    Units  Estimated Accuracy
 NN0511;SPC NE       -   301,650.      513,410.      MT  (+/- 180 meters Scaled)
 NN0511
 NN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN313111(NAD 83)
 NN0511
 NN0511                          SUPERSEDED SURVEY CONTROL
 NN0511
 NN0511  NGVD 29 (??/??/92)  765.549  (m)         2511.64   (f) ADJ UNCH    1 2
 NN0511
 NN0511.Superseded values are not recommended for survey control.
 NN0511
 NN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0511.See file dsdata.pdf to determine how the superseded data were derived.
 NN0511
 NN0511_MARKER: DB = BENCH MARK DISK
 NN0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0511_STAMPING: N 226 1946
 NN0511_MARK LOGO: CGS
 NN0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0511+STABILITY: SURFACE MOTION
 NN0511
 NN0511  HISTORY     - Date     Condition        Report By
 NN0511  HISTORY     - 1946     MONUMENTED       CGS
 NN0511
 NN0511                          STATION DESCRIPTION
 NN0511
 NN0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0511'1.6 MI E FROM AINSWORTH.
 NN0511'1.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE,
 NN0511'AT AINSWORTH, BROWN COUNTY, AT THE AINSWORTH MUNICIPAL AIRPORT,
 NN0511'27.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OFFICE, 6.5 FEET
 NN0511'NORTHWEST OF THE NORTHEAST CORNER OF THE SOUTHERN-MOST HANGAR,
 NN0511'5.4 FEET SOUTH OF THE CONCRETE COVER OF A WELL, AND 1 FOOT
 NN0511'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 NN0511'N 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0511'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0079 ***********************************************************************
 NO0079  DESIGNATION -  N 227
 NO0079  PID         -  NO0079
 NO0079  STATE/COUNTY-  NE/BROWN
 NO0079  COUNTRY     -  US
 NO0079  USGS QUAD   -  JOHNSTOWN (2017)
 NO0079
 NO0079                         *CURRENT SURVEY CONTROL
 NO0079  ______________________________________________________________________
 NO0079* NAD 83(1986) POSITION- 42 35 37.     (N) 100 02 53.     (W)   SCALED
 NO0079* NAVD 88 ORTHO HEIGHT -   777.668 (meters)     2551.40  (feet) ADJUSTED
 NO0079  ______________________________________________________________________
 NO0079  GEOID HEIGHT    -        -22.362 (meters)                     GEOID18
 NO0079  DYNAMIC HEIGHT  -        777.342 (meters)     2550.33  (feet) COMP
 NO0079  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 NO0079
 NO0079  VERT ORDER      -  SECOND    CLASS 0
 NO0079
 NO0079.The horizontal coordinates were scaled from a map and have
 NO0079.an estimated accuracy of +/- 6 seconds.
 NO0079
 NO0079.The orthometric height was determined by differential leveling and
 NO0079.adjusted by the NATIONAL GEODETIC SURVEY
 NO0079.in June 1991.
 NO0079
 NO0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0079.GEOID18 height accuracy estimate available here.
 NO0079
 NO0079.Click photographs - Photos may exist for this station.
 NO0079
 NO0079.The dynamic height is computed by dividing the NAVD 88
 NO0079.geopotential number by the normal gravity value computed on the
 NO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0079.degrees latitude (g = 980.6199 gals.).
 NO0079
 NO0079.The modeled gravity was interpolated from observed gravity values.
 NO0079
 NO0079;                    North         East    Units  Estimated Accuracy
 NO0079;SPC NE       -   306,480.      496,060.      MT  (+/- 180 meters Scaled)
 NO0079
 NO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140162(NAD 83)
 NO0079
 NO0079                          SUPERSEDED SURVEY CONTROL
 NO0079
 NO0079  NGVD 29 (??/??/92)  777.370  (m)         2550.42   (f) ADJ UNCH    2 0
 NO0079
 NO0079.Superseded values are not recommended for survey control.
 NO0079
 NO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0079.See file dsdata.pdf to determine how the superseded data were derived.
 NO0079
 NO0079_MARKER: DB = BENCH MARK DISK
 NO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0079_STAMPING: N 227 1946
 NO0079_MARK LOGO: CGS
 NO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0079+STABILITY: SURFACE MOTION
 NO0079
 NO0079  HISTORY     - Date     Condition        Report By
 NO0079  HISTORY     - 1946     MONUMENTED       CGS
 NO0079
 NO0079                          STATION DESCRIPTION
 NO0079
 NO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0079'2.1 MI N FROM JOHNSTOWN.
 NO0079'0.4 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0079'WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 1.7 MILES NORTH
 NO0079'ALONG A DIRT ROAD TO THE SITE OF THE MARK.  0.1 MILE NORTH OF A
 NO0079'JUNCTION WITH A ROAD LEADING EAST, 40 FEET EAST OF AND ABOUT
 NO0079'2 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 30 FEET NORTH OF
 NO0079'AN EAST AND WEST FENCE, 1 FOOT SOUTH OF A WHITE 4X4 MARKER POST,
 NO0079'IN LINE WITH THE RIGHT OF WAY FENCE.  A BRONZE DISK SET IN THE
 NO0079'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 NO0079'STAMPED N 227 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0032 ***********************************************************************
 NO0032  DESIGNATION -  N 228
 NO0032  PID         -  NO0032
 NO0032  STATE/COUNTY-  NE/CHERRY
 NO0032  COUNTRY     -  US
 NO0032  USGS QUAD   -  ARABIA (2017)
 NO0032
 NO0032                         *CURRENT SURVEY CONTROL
 NO0032  ______________________________________________________________________
 NO0032* NAD 83(1986) POSITION- 42 43 35.23   (N) 100 22 05.47   (W)   HD_HELD1
 NO0032* NAVD 88 ORTHO HEIGHT -   829.676 (meters)     2722.03  (feet) ADJUSTED
 NO0032  ______________________________________________________________________
 NO0032  GEOID HEIGHT    -        -21.932 (meters)                     GEOID18
 NO0032  DYNAMIC HEIGHT  -        829.337 (meters)     2720.92  (feet) COMP
 NO0032  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 NO0032
 NO0032  VERT ORDER      -  FIRST     CLASS II
 NO0032
 NO0032.The horizontal coordinates were determined by differentially corrected
 NO0032.hand held GPS observations or other comparable positioning techniques
 NO0032.and have an estimated accuracy of +/- 3 meters.
 NO0032
 NO0032.The orthometric height was determined by differential leveling and
 NO0032.adjusted by the NATIONAL GEODETIC SURVEY
 NO0032.in June 1991.
 NO0032
 NO0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0032.GEOID18 height accuracy estimate available here.
 NO0032
 NO0032.Click photographs - Photos may exist for this station.
 NO0032
 NO0032.The dynamic height is computed by dividing the NAVD 88
 NO0032.geopotential number by the normal gravity value computed on the
 NO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0032.degrees latitude (g = 980.6199 gals.).
 NO0032
 NO0032.The modeled gravity was interpolated from observed gravity values.
 NO0032
 NO0032;                    North         East    Units  Estimated Accuracy
 NO0032;SPC NE       -   321,298.8     469,848.4     MT  (+/- 3 meters HH1 GPS) 
 NO0032
 NO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8798731346(NAD 83)
 NO0032
 NO0032                          SUPERSEDED SURVEY CONTROL
 NO0032
 NO0032  NGVD 29 (??/??/92)  829.391  (m)         2721.09   (f) ADJ UNCH    1 2
 NO0032
 NO0032.Superseded values are not recommended for survey control.
 NO0032
 NO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0032.See file dsdata.pdf to determine how the superseded data were derived.
 NO0032
 NO0032_MARKER: DB = BENCH MARK DISK
 NO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0032_STAMPING: N 228 1946
 NO0032_MARK LOGO: CGS
 NO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0032+STABILITY: SURFACE MOTION
 NO0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0032+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2012
 NO0032
 NO0032  HISTORY     - Date     Condition        Report By
 NO0032  HISTORY     - 1946     MONUMENTED       CGS
 NO0032  HISTORY     - 1975     GOOD             NGS
 NO0032  HISTORY     - 20121108 GOOD             GCT
 NO0032
 NO0032                          STATION DESCRIPTION
 NO0032
 NO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0032'0.4 MI SE FROM ARABIA.
 NO0032'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NO0032'NORTH WESTERN RAILWAY STATION AT ARABIA, CHERRY COUNTY, 87 FEET
 NO0032'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 46 FEET SOUTHWEST
 NO0032'OF THE CENTERLINE OF THE C. AND N.W. RY. TRACK, 6 FEET NORTHWEST
 NO0032'OF RAILWAY MILEPOST 253, AND 2 FEET LOWER THAN THE HIGHWAY.
 NO0032'A STANDARD DISK, STAMPED N 228 1946 AND SET IN THE TOP OF A
 NO0032'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0032
 NO0032                          STATION RECOVERY (1975)
 NO0032
 NO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0032'RECOVERED IN GOOD CONDITION.
 NO0032
 NO0032                          STATION RECOVERY (2012)
 NO0032
 NO0032'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NO0032'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0051 ***********************************************************************
 NO0051  DESIGNATION -  N 229
 NO0051  PID         -  NO0051
 NO0051  STATE/COUNTY-  NE/KEYA PAHA
 NO0051  COUNTRY     -  US
 NO0051  USGS QUAD   -  NORDEN NW (2017)
 NO0051
 NO0051                         *CURRENT SURVEY CONTROL
 NO0051  ______________________________________________________________________
 NO0051* NAD 83(1986) POSITION- 42 53 47.     (N) 100 09 32.     (W)   SCALED
 NO0051* NAVD 88 ORTHO HEIGHT -   770.568 (meters)     2528.11  (feet) ADJUSTED
 NO0051  ______________________________________________________________________
 NO0051  GEOID HEIGHT    -        -22.898 (meters)                     GEOID18
 NO0051  DYNAMIC HEIGHT  -        770.262 (meters)     2527.10  (feet) COMP
 NO0051  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 NO0051
 NO0051  VERT ORDER      -  SECOND    CLASS 0
 NO0051
 NO0051.The horizontal coordinates were scaled from a map and have
 NO0051.an estimated accuracy of +/- 6 seconds.
 NO0051
 NO0051.The orthometric height was determined by differential leveling and
 NO0051.adjusted by the NATIONAL GEODETIC SURVEY
 NO0051.in June 1991.
 NO0051
 NO0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0051.GEOID18 height accuracy estimate available here.
 NO0051
 NO0051.Click photographs - Photos may exist for this station.
 NO0051
 NO0051.The dynamic height is computed by dividing the NAVD 88
 NO0051.geopotential number by the normal gravity value computed on the
 NO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0051.degrees latitude (g = 980.6199 gals.).
 NO0051
 NO0051.The modeled gravity was interpolated from observed gravity values.
 NO0051
 NO0051;                    North         East    Units  Estimated Accuracy
 NO0051;SPC NE       -   340,120.      487,020.      MT  (+/- 180 meters Scaled)
 NO0051
 NO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN053499(NAD 83)
 NO0051
 NO0051                          SUPERSEDED SURVEY CONTROL
 NO0051
 NO0051  NGVD 29 (??/??/92)  770.250  (m)         2527.06   (f) ADJ UNCH    2 0
 NO0051
 NO0051.Superseded values are not recommended for survey control.
 NO0051
 NO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0051.See file dsdata.pdf to determine how the superseded data were derived.
 NO0051
 NO0051_MARKER: DB = BENCH MARK DISK
 NO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0051_STAMPING: N 229 1946
 NO0051_MARK LOGO: CGS
 NO0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0051+STABILITY: SURFACE MOTION
 NO0051
 NO0051  HISTORY     - Date     Condition        Report By
 NO0051  HISTORY     - 1946     MONUMENTED       CGS
 NO0051  HISTORY     - 19950406 GOOD             NGS
 NO0051
 NO0051                          STATION DESCRIPTION
 NO0051
 NO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0051'6 MI W FROM NORDEN.
 NO0051'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0051'NORDEN, AND AT A CURVE IN THE HIGHWAY WITH DIRT ROADS LEADING
 NO0051'NORTH AND WEST, 185 FEET NORTHEAST OF THE CENTER LINE OF THE
 NO0051'HIGHWAY, 35 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NO0051'THE ROAD LEADING NORTH, 30 FEET SOUTH OF THE CENTER LINE OF THE
 NO0051'ROAD LEADING EAST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NO0051'SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE
 NO0051'GROUND.  STAMPED N 229 1946.
 NO0051
 NO0051                          STATION RECOVERY (1995)
 NO0051
 NO0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0051'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0342 ***********************************************************************
 MK0342  DESIGNATION -  N 230
 MK0342  PID         -  MK0342
 MK0342  STATE/COUNTY-  NE/BURT
 MK0342  COUNTRY     -  US
 MK0342  USGS QUAD   -  CRAIG (2017)
 MK0342
 MK0342                         *CURRENT SURVEY CONTROL
 MK0342  ______________________________________________________________________
 MK0342* NAD 83(1986) POSITION- 41 46 14.     (N) 096 15 13.     (W)   SCALED
 MK0342* NAVD 88 ORTHO HEIGHT -   342.376 (meters)     1123.28  (feet) ADJUSTED
 MK0342  ______________________________________________________________________
 MK0342  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 MK0342  DYNAMIC HEIGHT  -        342.242 (meters)     1122.84  (feet) COMP
 MK0342  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 MK0342
 MK0342  VERT ORDER      -  SECOND    CLASS 0
 MK0342
 MK0342.The horizontal coordinates were scaled from a map and have
 MK0342.an estimated accuracy of +/- 6 seconds.
 MK0342
 MK0342.The orthometric height was determined by differential leveling and
 MK0342.adjusted by the NATIONAL GEODETIC SURVEY
 MK0342.in June 1991.
 MK0342
 MK0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0342.GEOID18 height accuracy estimate available here.
 MK0342
 MK0342.Click photographs - Photos may exist for this station.
 MK0342
 MK0342.The dynamic height is computed by dividing the NAVD 88
 MK0342.geopotential number by the normal gravity value computed on the
 MK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0342.degrees latitude (g = 980.6199 gals.).
 MK0342
 MK0342.The modeled gravity was interpolated from observed gravity values.
 MK0342
 MK0342;                    North         East    Units  Estimated Accuracy
 MK0342;SPC NE       -   221,830.      811,300.      MT  (+/- 180 meters Scaled)
 MK0342
 MK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM282279(NAD 83)
 MK0342
 MK0342                          SUPERSEDED SURVEY CONTROL
 MK0342
 MK0342  NGVD 29 (??/??/92)  342.238  (m)         1122.83   (f) ADJ UNCH    2 0
 MK0342
 MK0342.Superseded values are not recommended for survey control.
 MK0342
 MK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0342.See file dsdata.pdf to determine how the superseded data were derived.
 MK0342
 MK0342_MARKER: DB = BENCH MARK DISK
 MK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0342_STAMPING: N 230 1947
 MK0342_MARK LOGO: CGS
 MK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0342+STABILITY: SURFACE MOTION
 MK0342
 MK0342  HISTORY     - Date     Condition        Report By
 MK0342  HISTORY     - 1947     MONUMENTED       CGS
 MK0342
 MK0342                          STATION DESCRIPTION
 MK0342
 MK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0342'1.9 MI W FROM TEKAMAH.
 MK0342'1.9 MILE WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0342'AT TEKAMAH, ON THE EAST SLOPE OF A HILL AND AT THE JUNCTION
 MK0342'OF A PRIVATE ROAD LEADING SOUTH, 39.0 FEET SOUTH OF THE CENTER
 MK0342'OF THE HIGHWAY, 28.0 FEET WEST OF THE CENTER OF THE PRIVATE
 MK0342'ROAD, 7.5 FEET SOUTHWEST OF A POWER LINE POLE, 5.0 FEET NORTH
 MK0342'OF A FENCE CORNER POST, 1.5 FOOT WEST OF A REFERENCE POST,
 MK0342'SET IN A CONCRETE POST ABOUT 5 FEET ABOVE THE HIGHWAY AND
 MK0342'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0343 ***********************************************************************
 MK0343  DESIGNATION -  N 230 RESET
 MK0343  PID         -  MK0343
 MK0343  STATE/COUNTY-  NE/BURT
 MK0343  COUNTRY     -  US
 MK0343  USGS QUAD   -  CRAIG (2017)
 MK0343
 MK0343                         *CURRENT SURVEY CONTROL
 MK0343  ______________________________________________________________________
 MK0343* NAD 83(1986) POSITION- 41 46 15.     (N) 096 15 13.     (W)   SCALED
 MK0343* NAVD 88 ORTHO HEIGHT -   343.05  (meters)     1125.5   (feet) RESET
 MK0343  ______________________________________________________________________
 MK0343  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 MK0343  VERT ORDER      -  THIRD
 MK0343
 MK0343.The horizontal coordinates were scaled from a map and have
 MK0343.an estimated accuracy of +/- 6 seconds.
 MK0343
 MK0343.The orthometric height was computed from unverified reset data.
 MK0343
 MK0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0343.GEOID18 height accuracy estimate available here.
 MK0343
 MK0343.Click photographs - Photos may exist for this station.
 MK0343
 MK0343;                    North         East    Units  Estimated Accuracy
 MK0343;SPC NE       -   221,860.      811,300.      MT  (+/- 180 meters Scaled)
 MK0343
 MK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM282279(NAD 83)
 MK0343
 MK0343                          SUPERSEDED SURVEY CONTROL
 MK0343
 MK0343  NGVD 29 (??/??/??)  342.91   (m)         1125.0    (f) RESET       3  
 MK0343
 MK0343.Superseded values are not recommended for survey control.
 MK0343
 MK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0343.See file dsdata.pdf to determine how the superseded data were derived.
 MK0343
 MK0343_MARKER: DB = BENCH MARK DISK
 MK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0343_STAMPING: N 230 RESET 1947
 MK0343_MARK LOGO: CGS
 MK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0343+STABILITY: SURFACE MOTION
 MK0343
 MK0343  HISTORY     - Date     Condition        Report By
 MK0343  HISTORY     - 1947     MONUMENTED       NEDR
 MK0343  HISTORY     - 1948     GOOD             CGS
 MK0343
 MK0343                          STATION DESCRIPTION
 MK0343
 MK0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0343'1.9 MI W FROM TEKAMAH.
 MK0343'1.9 MILES WEST ALONG U.S. HIGHWAY 73 W FROM THE COURTHOUSE AT
 MK0343'TEKAMAH, BURT COUNTY, ON THE EAST SLOPE OF A HILL, AT THE
 MK0343'JUNCTION OF A PRIVATE ROAD LEADING SOUTH, 25 FEET WEST OF THE
 MK0343'CENTER LINE OF THE PRIVATE ROAD, 92.9 FEET SOUTH OF THE
 MK0343'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A POWER-TRANSMISSION
 MK0343'LINE POLE, 0.5 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A
 MK0343'STANDARD DISK, STAMPED N 230 RESET 1947 AND SET IN THE TOP
 MK0343'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0319 ***********************************************************************
 MK0319  DESIGNATION -  N 231 RESET
 MK0319  PID         -  MK0319
 MK0319  STATE/COUNTY-  NE/BURT
 MK0319  COUNTRY     -  US
 MK0319  USGS QUAD   -  CRAIG (2017)
 MK0319
 MK0319                         *CURRENT SURVEY CONTROL
 MK0319  ______________________________________________________________________
 MK0319* NAD 83(1986) POSITION- 41 52 27.     (N) 096 20 50.     (W)   SCALED
 MK0319* NAVD 88 ORTHO HEIGHT -   411.52  (meters)     1350.1   (feet) RESET
 MK0319  ______________________________________________________________________
 MK0319  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 MK0319  VERT ORDER      -  THIRD
 MK0319
 MK0319.The horizontal coordinates were scaled from a map and have
 MK0319.an estimated accuracy of +/- 6 seconds.
 MK0319
 MK0319.The orthometric height was computed from unverified reset data.
 MK0319
 MK0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0319.GEOID18 height accuracy estimate available here.
 MK0319
 MK0319.Click photographs - Photos may exist for this station.
 MK0319
 MK0319;                    North         East    Units  Estimated Accuracy
 MK0319;SPC NE       -   232,990.      803,040.      MT  (+/- 180 meters Scaled)
 MK0319
 MK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201392(NAD 83)
 MK0319
 MK0319                          SUPERSEDED SURVEY CONTROL
 MK0319
 MK0319.No superseded survey control is available for this station.
 MK0319
 MK0319_MARKER: DB = BENCH MARK DISK
 MK0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0319_STAMPING: N 231 1947 RESET 1957
 MK0319_MARK LOGO: CGS
 MK0319_PROJECTION: FLUSH
 MK0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0319+STABILITY: SURFACE MOTION
 MK0319
 MK0319  HISTORY     - Date     Condition        Report By
 MK0319  HISTORY     - 1957     MONUMENTED       CGS
 MK0319
 MK0319                          STATION DESCRIPTION
 MK0319
 MK0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0319'6.8 MI N FROM CRAIG.
 MK0319'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0319'AT CRAIG, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO NEW
 MK0319'U.S. HIGHWAY 73 W.  CROSS THE NEW HIGHWAY AND CONTINUE NORTH
 MK0319'ALONG GRAVEL ROAD FOR 5.15 MILES TO A FARM DRIVEWAY
 MK0319'ON THE RIGHT AND THE MARK IN THE NORTHEAST ANGLE 52 FEET
 MK0319'EAST OF THE CENTER OF GRAVEL ROAD, 23 FEET NORTH OF THE CENTER
 MK0319'OF DRIVEWAY, AND 1 FOOT NORTH OF WITNESS POST.  THE MARK
 MK0319'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED N 231 1947
 MK0319'RESET 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0794 ***********************************************************************
 MJ0794  DESIGNATION -  N 232
 MJ0794  PID         -  MJ0794
 MJ0794  STATE/COUNTY-  NE/DOUGLAS
 MJ0794  COUNTRY     -  US
 MJ0794  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0794
 MJ0794                         *CURRENT SURVEY CONTROL
 MJ0794  ______________________________________________________________________
 MJ0794* NAD 83(1986) POSITION- 41 13 19.     (N) 095 55 39.     (W)   SCALED
 MJ0794* NAVD 88 ORTHO HEIGHT -   319.302 (meters)     1047.58  (feet) ADJUSTED
 MJ0794  ______________________________________________________________________
 MJ0794  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 MJ0794  DYNAMIC HEIGHT  -        319.170 (meters)     1047.14  (feet) COMP
 MJ0794  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 MJ0794
 MJ0794  VERT ORDER      -  FIRST     CLASS II
 MJ0794
 MJ0794.The horizontal coordinates were scaled from a map and have
 MJ0794.an estimated accuracy of +/- 6 seconds.
 MJ0794
 MJ0794.The orthometric height was determined by differential leveling and
 MJ0794.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0794.in June 1991.
 MJ0794
 MJ0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0794.GEOID18 height accuracy estimate available here.
 MJ0794
 MJ0794.Click photographs - Photos may exist for this station.
 MJ0794
 MJ0794.The dynamic height is computed by dividing the NAVD 88
 MJ0794.geopotential number by the normal gravity value computed on the
 MJ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0794.degrees latitude (g = 980.6199 gals.).
 MJ0794
 MJ0794.The modeled gravity was interpolated from observed gravity values.
 MJ0794
 MJ0794;                    North         East    Units  Estimated Accuracy
 MJ0794;SPC NE       -   162,210.      841,250.      MT  (+/- 180 meters Scaled)
 MJ0794
 MJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF546675(NAD 83)
 MJ0794
 MJ0794                          SUPERSEDED SURVEY CONTROL
 MJ0794
 MJ0794  NGVD 29 (??/??/92)  319.182  (m)         1047.18   (f) ADJ UNCH    1 2
 MJ0794
 MJ0794.Superseded values are not recommended for survey control.
 MJ0794
 MJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0794.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0794
 MJ0794_MARKER: DB = BENCH MARK DISK
 MJ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0794_STAMPING: N 232 1947
 MJ0794_MARK LOGO: CGS
 MJ0794_PROJECTION: FLUSH
 MJ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0794+STABILITY: SURFACE MOTION
 MJ0794
 MJ0794  HISTORY     - Date     Condition        Report By
 MJ0794  HISTORY     - 1947     MONUMENTED       CGS
 MJ0794
 MJ0794                          STATION DESCRIPTION
 MJ0794
 MJ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0794'AT OMAHA.
 MJ0794'AT THE INTERSECTION OF GIFFORD DRIVE AND HOMER STREET, 32 FEET
 MJ0794'EAST OF THE CENTER LINE OF GIFFORD DRIVE, 13 FEET NORTH OF THE
 MJ0794'EXTENDED CENTER LINE OF HOMER STREET, AND 6.5 FEET SOUTH OF A
 MJ0794'POLE BEING USED AS A BRACE POLE FOR A POWER POLE.  A BRONZE
 MJ0794'DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE
 MJ0794'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0643 ***********************************************************************
 MK0643  DESIGNATION -  N 233
 MK0643  PID         -  MK0643
 MK0643  STATE/COUNTY-  NE/DOUGLAS
 MK0643  COUNTRY     -  US
 MK0643  USGS QUAD   -  FORT CALHOUN (2017)
 MK0643
 MK0643                         *CURRENT SURVEY CONTROL
 MK0643  ______________________________________________________________________
 MK0643* NAD 83(1986) POSITION- 41 23 19.     (N) 096 05 44.     (W)   SCALED
 MK0643* NAVD 88 ORTHO HEIGHT -   399.796 (meters)     1311.66  (feet) ADJUSTED
 MK0643  ______________________________________________________________________
 MK0643  GEOID HEIGHT    -        -28.043 (meters)                     GEOID18
 MK0643  DYNAMIC HEIGHT  -        399.606 (meters)     1311.04  (feet) COMP
 MK0643  MODELED GRAVITY -    980,136.7   (mgal)                       NAVD 88
 MK0643
 MK0643  VERT ORDER      -  SECOND    CLASS 0
 MK0643
 MK0643.The horizontal coordinates were scaled from a map and have
 MK0643.an estimated accuracy of +/- 6 seconds.
 MK0643
 MK0643.The orthometric height was determined by differential leveling and
 MK0643.adjusted by the NATIONAL GEODETIC SURVEY
 MK0643.in June 1991.
 MK0643
 MK0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0643.GEOID18 height accuracy estimate available here.
 MK0643
 MK0643.Click photographs - Photos may exist for this station.
 MK0643
 MK0643.The dynamic height is computed by dividing the NAVD 88
 MK0643.geopotential number by the normal gravity value computed on the
 MK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0643.degrees latitude (g = 980.6199 gals.).
 MK0643
 MK0643.The modeled gravity was interpolated from observed gravity values.
 MK0643
 MK0643;                    North         East    Units  Estimated Accuracy
 MK0643;SPC NE       -   180,050.      826,340.      MT  (+/- 180 meters Scaled)
 MK0643
 MK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL428859(NAD 83)
 MK0643
 MK0643                          SUPERSEDED SURVEY CONTROL
 MK0643
 MK0643  NGVD 29 (??/??/92)  399.658  (m)         1311.21   (f) ADJ UNCH    2 0
 MK0643
 MK0643.Superseded values are not recommended for survey control.
 MK0643
 MK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0643.See file dsdata.pdf to determine how the superseded data were derived.
 MK0643
 MK0643_MARKER: DB = BENCH MARK DISK
 MK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0643_STAMPING: N 233 1947
 MK0643_MARK LOGO: CGS
 MK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0643+STABILITY: SURFACE MOTION
 MK0643
 MK0643  HISTORY     - Date     Condition        Report By
 MK0643  HISTORY     - 1947     MONUMENTED       CGS
 MK0643  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0643
 MK0643                          STATION DESCRIPTION
 MK0643
 MK0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0643'5.3 MI NE FROM BENNINGTON.
 MK0643'3.6 MILES EAST ALONG NEBRASKA STATE HIGHWAY 36 FROM THE PUBLIC
 MK0643'SCHOOL AT BENNINGTON, THENCE 1.7 MILES NORTH ALONG A PAVED ROAD,
 MK0643'0.1 MILE NORTH OF A FARMHOUSE, 53 FEET NORTH OF THE NORTH END
 MK0643'OF A WIRE GATE AT AN ENTRANCE TO A FIELD, 37 FEET EAST OF AND
 MK0643'3 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 17 FEET SOUTH
 MK0643'OF A POWER POLE, 3 FEET NORTH OF A 4 X 4 MARKER POST, 2 FEET
 MK0643'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0643'5 INCHES ABOVE THE GROUND.
 MK0643
 MK0643                          STATION RECOVERY (1976)
 MK0643
 MK0643'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0643'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0533 ***********************************************************************
 MK0533  DESIGNATION -  N 234
 MK0533  PID         -  MK0533
 MK0533  STATE/COUNTY-  NE/WASHINGTON
 MK0533  COUNTRY     -  US
 MK0533  USGS QUAD   -  FORT CALHOUN (2017)
 MK0533
 MK0533                         *CURRENT SURVEY CONTROL
 MK0533  ______________________________________________________________________
 MK0533* NAD 83(1986) POSITION- 41 28 42.     (N) 096 02 00.     (W)   SCALED
 MK0533* NAVD 88 ORTHO HEIGHT -   306.472 (meters)     1005.48  (feet) ADJUSTED
 MK0533  ______________________________________________________________________
 MK0533  GEOID HEIGHT    -        -28.431 (meters)                     GEOID18
 MK0533  DYNAMIC HEIGHT  -        306.329 (meters)     1005.01  (feet) COMP
 MK0533  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 MK0533
 MK0533  VERT ORDER      -  SECOND    CLASS 0
 MK0533
 MK0533.The horizontal coordinates were scaled from a map and have
 MK0533.an estimated accuracy of +/- 6 seconds.
 MK0533
 MK0533.The orthometric height was determined by differential leveling and
 MK0533.adjusted by the NATIONAL GEODETIC SURVEY
 MK0533.in June 1991.
 MK0533
 MK0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0533.GEOID18 height accuracy estimate available here.
 MK0533
 MK0533.Click photographs - Photos may exist for this station.
 MK0533
 MK0533.The dynamic height is computed by dividing the NAVD 88
 MK0533.geopotential number by the normal gravity value computed on the
 MK0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0533.degrees latitude (g = 980.6199 gals.).
 MK0533
 MK0533.The modeled gravity was interpolated from observed gravity values.
 MK0533
 MK0533;                    North         East    Units  Estimated Accuracy
 MK0533;SPC NE       -   190,230.      831,080.      MT  (+/- 180 meters Scaled)
 MK0533
 MK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL477961(NAD 83)
 MK0533
 MK0533                          SUPERSEDED SURVEY CONTROL
 MK0533
 MK0533  NGVD 29 (??/??/92)  306.334  (m)         1005.03   (f) ADJ UNCH    2 0
 MK0533
 MK0533.Superseded values are not recommended for survey control.
 MK0533
 MK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0533.See file dsdata.pdf to determine how the superseded data were derived.
 MK0533
 MK0533_MARKER: DB = BENCH MARK DISK
 MK0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0533_STAMPING: N 234 1947
 MK0533_MARK LOGO: CGS
 MK0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0533+STABILITY: SURFACE MOTION
 MK0533
 MK0533  HISTORY     - Date     Condition        Report By
 MK0533  HISTORY     - 1947     MONUMENTED       CGS
 MK0533  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0533
 MK0533                          STATION DESCRIPTION
 MK0533
 MK0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0533'1.8 MI NW FROM FORT CALHOUN.
 MK0533'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE
 MK0533'AT FORT CALHOUN, 43 YARDS NORTHEAST OF THE CENTER LINE OF THE
 MK0533'HIGHWAY, 78 FEET SOUTHEAST OF RAILWAY MILE POST 105-30, 49 FEET
 MK0533'NORTHEAST OF THE CENTER LINE OF THE TRACK AND 1 FOOT LOWER,
 MK0533'BETWEEN TWO 30-INCH WALNUT TREES, 27 FEET SOUTHEAST OF ONE OF
 MK0533'THE TREES, AND 13 FEET NORTHWEST OF THE OTHER, 2 FEET SOUTHWEST
 MK0533'OF A FENCE, 2 FEET SOUTHEAST OF A 4 X 4 MARKER POST, SET IN THE
 MK0533'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 MK0533
 MK0533                          STATION RECOVERY (1966)
 MK0533
 MK0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0533'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0419 ***********************************************************************
 NM0419  DESIGNATION -  N 236
 NM0419  PID         -  NM0419
 NM0419  STATE/COUNTY-  NE/DAKOTA
 NM0419  COUNTRY     -  US
 NM0419  USGS QUAD   -  HOMER (2017)
 NM0419
 NM0419                         *CURRENT SURVEY CONTROL
 NM0419  ______________________________________________________________________
 NM0419* NAD 83(1986) POSITION- 42 18 41.     (N) 096 29 20.     (W)   SCALED
 NM0419* NAVD 88 ORTHO HEIGHT -   339.775 (meters)     1114.75  (feet) ADJUSTED
 NM0419  ______________________________________________________________________
 NM0419  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 NM0419  DYNAMIC HEIGHT  -        339.663 (meters)     1114.38  (feet) COMP
 NM0419  MODELED GRAVITY -    980,282.1   (mgal)                       NAVD 88
 NM0419
 NM0419  VERT ORDER      -  SECOND    CLASS 0
 NM0419
 NM0419.The horizontal coordinates were scaled from a map and have
 NM0419.an estimated accuracy of +/- 6 seconds.
 NM0419
 NM0419.The orthometric height was determined by differential leveling and
 NM0419.adjusted by the NATIONAL GEODETIC SURVEY
 NM0419.in June 1991.
 NM0419
 NM0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0419.GEOID18 height accuracy estimate available here.
 NM0419
 NM0419.Click photographs - Photos may exist for this station.
 NM0419
 NM0419.The dynamic height is computed by dividing the NAVD 88
 NM0419.geopotential number by the normal gravity value computed on the
 NM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0419.degrees latitude (g = 980.6199 gals.).
 NM0419
 NM0419.The modeled gravity was interpolated from observed gravity values.
 NM0419
 NM0419;                    North         East    Units  Estimated Accuracy
 NM0419;SPC NE       -   281,010.      789,330.      MT  (+/- 180 meters Scaled)
 NM0419
 NM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069874(NAD 83)
 NM0419
 NM0419                          SUPERSEDED SURVEY CONTROL
 NM0419
 NM0419  NGVD 29 (??/??/92)  339.617  (m)         1114.23   (f) ADJ UNCH    2 0
 NM0419
 NM0419.Superseded values are not recommended for survey control.
 NM0419
 NM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0419.See file dsdata.pdf to determine how the superseded data were derived.
 NM0419
 NM0419_MARKER: DB = BENCH MARK DISK
 NM0419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0419_SP_SET: CULVERT HEADWALL
 NM0419_STAMPING: N 236 1947
 NM0419_MARK LOGO: CGS
 NM0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0419+STABILITY: SURFACE MOTION
 NM0419
 NM0419  HISTORY     - Date     Condition        Report By
 NM0419  HISTORY     - 1947     MONUMENTED       CGS
 NM0419
 NM0419                          STATION DESCRIPTION
 NM0419
 NM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0419'0.8 MI S FROM HOMER.
 NM0419'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0419'MAIN STREET, THENCE SOUTH 0.7 MILE ALONG U.S. HIGHWAY NO. 77
 NM0419'TO SITE OF MARK.  BENCH MARK IS 18.0 FEET WEST OF AND ABOUT
 NM0419'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH
 NM0419'END OF THE WEST HEADWALL OF AN 8 FT X 10 FT CONCRETE CULVERT AND
 NM0419'SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0420 ***********************************************************************
 NM0420  DESIGNATION -  N 236 RESET
 NM0420  PID         -  NM0420
 NM0420  STATE/COUNTY-  NE/DAKOTA
 NM0420  COUNTRY     -  US
 NM0420  USGS QUAD   -  HOMER (2017)
 NM0420
 NM0420                         *CURRENT SURVEY CONTROL
 NM0420  ______________________________________________________________________
 NM0420* NAD 83(1986) POSITION- 42 18 41.     (N) 096 29 20.     (W)   SCALED
 NM0420* NAVD 88 ORTHO HEIGHT -   338.99  (meters)     1112.2   (feet) RESET
 NM0420  ______________________________________________________________________
 NM0420  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 NM0420  VERT ORDER      -  THIRD
 NM0420
 NM0420.The horizontal coordinates were scaled from a map and have
 NM0420.an estimated accuracy of +/- 6 seconds.
 NM0420
 NM0420.The orthometric height was computed from unverified reset data.
 NM0420
 NM0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0420.GEOID18 height accuracy estimate available here.
 NM0420
 NM0420.Click photographs - Photos may exist for this station.
 NM0420
 NM0420;                    North         East    Units  Estimated Accuracy
 NM0420;SPC NE       -   281,010.      789,330.      MT  (+/- 180 meters Scaled)
 NM0420
 NM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069874(NAD 83)
 NM0420
 NM0420                          SUPERSEDED SURVEY CONTROL
 NM0420
 NM0420  NGVD 29 (??/??/??)  338.83   (m)         1111.6    (f) RESET       3  
 NM0420
 NM0420.Superseded values are not recommended for survey control.
 NM0420
 NM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0420.See file dsdata.pdf to determine how the superseded data were derived.
 NM0420
 NM0420_MARKER: DV = VERTICAL CONTROL DISK
 NM0420_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0420+WITH SETTING: INTO GROUND
 NM0420_STAMPING: N 236 RESET 1973
 NM0420_MARK LOGO: NGS
 NM0420_MAGNETIC: I = MARKER IS A STEEL ROD
 NM0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0420
 NM0420  HISTORY     - Date     Condition        Report By
 NM0420  HISTORY     - 1973     MONUMENTED       NGS
 NM0420
 NM0420                          STATION DESCRIPTION
 NM0420
 NM0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0420'0.8 MI S FROM HOMER.
 NM0420'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST
 NM0420'ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0420'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 0.7 MILE TO THE BENCH
 NM0420'MARK ON THE LEFT, 27 FEET WEST OF THE EAST RIGHT-OF-WAY EDGE
 NM0420'OF HIGHWAY 77, 4 FEET SOUTH OF A POWER POLE AND 1.5 FEET NORTH
 NM0420'OF A METAL WITNESS POST.  THE BENCH MARK IS A STANDARD DISK
 NM0420'STAMPED N 236 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NM0420'COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NM0420'ENCASED IN A PLASTICE PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND
 NM0420'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0646 ***********************************************************************
 NM0646  DESIGNATION -  N 237
 NM0646  PID         -  NM0646
 NM0646  STATE/COUNTY-  NE/DAKOTA
 NM0646  COUNTRY     -  US
 NM0646  USGS QUAD   -  EMERSON (2017)
 NM0646
 NM0646                         *CURRENT SURVEY CONTROL
 NM0646  ______________________________________________________________________
 NM0646* NAD 83(1986) POSITION- 42 19 19.     (N) 096 37 49.     (W)   SCALED
 NM0646* NAVD 88 ORTHO HEIGHT -   397.992 (meters)     1305.75  (feet) ADJUSTED
 NM0646  ______________________________________________________________________
 NM0646  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 NM0646  DYNAMIC HEIGHT  -        397.857 (meters)     1305.30  (feet) COMP
 NM0646  MODELED GRAVITY -    980,272.2   (mgal)                       NAVD 88
 NM0646
 NM0646  VERT ORDER      -  FIRST     CLASS II
 NM0646
 NM0646.The horizontal coordinates were scaled from a map and have
 NM0646.an estimated accuracy of +/- 6 seconds.
 NM0646
 NM0646.The orthometric height was determined by differential leveling and
 NM0646.adjusted by the NATIONAL GEODETIC SURVEY
 NM0646.in June 1991.
 NM0646
 NM0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0646.GEOID18 height accuracy estimate available here.
 NM0646
 NM0646.Click photographs - Photos may exist for this station.
 NM0646
 NM0646.The dynamic height is computed by dividing the NAVD 88
 NM0646.geopotential number by the normal gravity value computed on the
 NM0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0646.degrees latitude (g = 980.6199 gals.).
 NM0646
 NM0646.The modeled gravity was interpolated from observed gravity values.
 NM0646
 NM0646;                    North         East    Units  Estimated Accuracy
 NM0646;SPC NE       -   281,720.      777,640.      MT  (+/- 180 meters Scaled)
 NM0646
 NM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM952882(NAD 83)
 NM0646
 NM0646                          SUPERSEDED SURVEY CONTROL
 NM0646
 NM0646  NGVD 29 (??/??/92)  397.821  (m)         1305.18   (f) ADJ UNCH    1 2
 NM0646
 NM0646.Superseded values are not recommended for survey control.
 NM0646
 NM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0646.See file dsdata.pdf to determine how the superseded data were derived.
 NM0646
 NM0646_MARKER: DB = BENCH MARK DISK
 NM0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0646_STAMPING: N 237 1947
 NM0646_MARK LOGO: CGS
 NM0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0646+STABILITY: SURFACE MOTION
 NM0646
 NM0646  HISTORY     - Date     Condition        Report By
 NM0646  HISTORY     - 1947     MONUMENTED       CGS
 NM0646  HISTORY     - 1968     GOOD             CGS
 NM0646
 NM0646                          STATION DESCRIPTION
 NM0646
 NM0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0646'2 MI E FROM NACORA.
 NM0646'2.0 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0646'OMAHA RAILROAD FROM THE STATION AT NACORA, 2 POLES NORTH OF
 NM0646'MILEPOST 21-25, 44.8 FEET SOUTH OF THE CENTER OF A DIRT ROAD
 NM0646'CROSSING, 26.7 FEET EAST OF THE EAST RAIL, 12.0 FEET SOUTH OF THE
 NM0646'CENTER OF A DIRT ROAD CROSSING, 26.7 FEET EAST OF THE EAST RAIL, 12.0
 NM0646'FEET SOUTH OF A FENCE CORNER, 4.0 FEET NORTH OF A TELEGRAPH POLE,
 NM0646'2.0 FEET WEST OF A WIRE FENCE, 2.0 FEET SOUTH OF A REFERENCE
 NM0646'POST, SET IN THE TOP OF A CONCRETE POST.
 NM0646
 NM0646                          STATION RECOVERY (1968)
 NM0646
 NM0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM0646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0506 ***********************************************************************
 NM0506  DESIGNATION -  N 238
 NM0506  PID         -  NM0506
 NM0506  STATE/COUNTY-  NE/THURSTON
 NM0506  COUNTRY     -  US
 NM0506  USGS QUAD   -  WALTHILL (2017)
 NM0506
 NM0506                         *CURRENT SURVEY CONTROL
 NM0506  ______________________________________________________________________
 NM0506* NAD 83(1986) POSITION- 42 08 52.     (N) 096 29 39.     (W)   SCALED
 NM0506* NAVD 88 ORTHO HEIGHT -   397.061 (meters)     1302.69  (feet) ADJUSTED
 NM0506  ______________________________________________________________________
 NM0506  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 NM0506  DYNAMIC HEIGHT  -        396.922 (meters)     1302.23  (feet) COMP
 NM0506  MODELED GRAVITY -    980,259.9   (mgal)                       NAVD 88
 NM0506
 NM0506  VERT ORDER      -  SECOND    CLASS 0
 NM0506
 NM0506.The horizontal coordinates were scaled from a map and have
 NM0506.an estimated accuracy of +/- 6 seconds.
 NM0506
 NM0506.The orthometric height was determined by differential leveling and
 NM0506.adjusted by the NATIONAL GEODETIC SURVEY
 NM0506.in June 1991.
 NM0506
 NM0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0506.GEOID18 height accuracy estimate available here.
 NM0506
 NM0506.Click photographs - Photos may exist for this station.
 NM0506
 NM0506.The dynamic height is computed by dividing the NAVD 88
 NM0506.geopotential number by the normal gravity value computed on the
 NM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0506.degrees latitude (g = 980.6199 gals.).
 NM0506
 NM0506.The modeled gravity was interpolated from observed gravity values.
 NM0506
 NM0506;                    North         East    Units  Estimated Accuracy
 NM0506;SPC NE       -   262,840.      789,630.      MT  (+/- 180 meters Scaled)
 NM0506
 NM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070692(NAD 83)
 NM0506
 NM0506                          SUPERSEDED SURVEY CONTROL
 NM0506
 NM0506  NGVD 29 (??/??/92)  396.908  (m)         1302.19   (f) ADJ UNCH    2 0
 NM0506
 NM0506.Superseded values are not recommended for survey control.
 NM0506
 NM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0506.See file dsdata.pdf to determine how the superseded data were derived.
 NM0506
 NM0506_MARKER: DB = BENCH MARK DISK
 NM0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0506_SP_SET: BUILDING
 NM0506_STAMPING: N 238 1947
 NM0506_MARK LOGO: CGS
 NM0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0506
 NM0506  HISTORY     - Date     Condition        Report By
 NM0506  HISTORY     - 1947     MONUMENTED       CGS
 NM0506
 NM0506                          STATION DESCRIPTION
 NM0506
 NM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0506'AT WALTHILL.
 NM0506'AT WALTHILL, AT THE WALTHILL HIGH SCHOOL, SET VERTICALLY IN
 NM0506'THE EAST WALL OF THE BUILDING, 1.4 FEET SOUTH OF THE NORTHEAST
 NM0506'CORNER, 3.4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9080 ***********************************************************************
 DG9080  DESIGNATION -  N 238 RESET
 DG9080  PID         -  DG9080
 DG9080  STATE/COUNTY-  NE/THURSTON
 DG9080  COUNTRY     -  US
 DG9080  USGS QUAD   -  WALTHILL (2017)
 DG9080
 DG9080                         *CURRENT SURVEY CONTROL
 DG9080  ______________________________________________________________________
 DG9080* NAD 83(1986) POSITION- 42 08 52.     (N) 096 29 39.     (W)   SCALED
 DG9080* NAVD 88 ORTHO HEIGHT -   390.29  (meters)     1280.5   (feet) RESET
 DG9080  ______________________________________________________________________
 DG9080  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 DG9080  VERT ORDER      -  THIRD
 DG9080
 DG9080.The horizontal coordinates were scaled from a map and have
 DG9080.an estimated accuracy of +/- 6 seconds.
 DG9080
 DG9080.The orthometric height was computed from unverified reset data.
 DG9080
 DG9080.No vertical observational check was made to the station.
 DG9080
 DG9080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9080.GEOID18 height accuracy estimate available here.
 DG9080
 DG9080.Click photographs - Photos may exist for this station.
 DG9080
 DG9080;                    North         East    Units  Estimated Accuracy
 DG9080;SPC NE       -   262,840.      789,630.      MT  (+/- 180 meters Scaled)
 DG9080
 DG9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070692(NAD 83)
 DG9080
 DG9080                          SUPERSEDED SURVEY CONTROL
 DG9080
 DG9080.No superseded survey control is available for this station.
 DG9080
 DG9080_MARKER: DV = VERTICAL CONTROL DISK
 DG9080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9080_STAMPING: N 238 RESET 2004
 DG9080_MARK LOGO: NGS
 DG9080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9080+STABILITY: SURFACE MOTION
 DG9080
 DG9080  HISTORY     - Date     Condition        Report By
 DG9080  HISTORY     - 2004     MONUMENTED       NEDR
 DG9080
 DG9080                          STATION DESCRIPTION
 DG9080
 DG9080'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9080'FROM THE POST OFFICE IN WALTHILL, GO WEST ON MAIN STREET 0.1 MILE (0.2
 DG9080'KM) TO COSTELLO STREET, TURN LEFT, SOUTH, AND GO 0.1 MILE, (0.2 KM)
 DG9080'TURN RIGHT, WEST, AND GO 0.1 MILE (0.2 KM) TO STATION MARK SET IN LAWN
 DG9080'ON SOUTH SIDE OF BOARDING HOUSE.  22.20 FEET (6.77 M) NORTH TO BOTTOM
 DG9080'OF ORANGE FIBERGLASS WITNESS SIGN, 88.37 FEET (26.94 M) EAST NORTHEAST
 DG9080'TO NAIL IN POWER POLE, 270.0 FEET (82.3 M) EAST OF CENTERLINE OF TAFT
 DG9080'STREET, 70.1 FEET (21.4 M) SOUTH OF CENTERLINE OF 1ST AVENUE, 115.83
 DG9080'FEET (35.31 M) WEST SOUTHWEST TO TOP OF FIRE HYDRANT, 89.5 FEET (27.3
 DG9080'M) WEST OF CENTERLINE OF SOUTH LITTLE STREET, 68.97 FEET (21.02 M)
 DG9080'NORTHWEST OF SOUTHWEST CORNER OF BOARDING HOUSE FOR TEACHERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0432 ***********************************************************************
 NM0432  DESIGNATION -  N 239
 NM0432  PID         -  NM0432
 NM0432  STATE/COUNTY-  NE/THURSTON
 NM0432  COUNTRY     -  US
 NM0432  USGS QUAD   -  HOMER (2017)
 NM0432
 NM0432                         *CURRENT SURVEY CONTROL
 NM0432  ______________________________________________________________________
 NM0432* NAD 83(1986) POSITION- 42 16 06.     (N) 096 26 17.     (W)   SCALED
 NM0432* NAVD 88 ORTHO HEIGHT -   429.679 (meters)     1409.71  (feet) ADJUSTED
 NM0432  ______________________________________________________________________
 NM0432  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 NM0432  DYNAMIC HEIGHT  -        429.538 (meters)     1409.24  (feet) COMP
 NM0432  MODELED GRAVITY -    980,280.0   (mgal)                       NAVD 88
 NM0432
 NM0432  VERT ORDER      -  SECOND    CLASS 0
 NM0432
 NM0432.The horizontal coordinates were scaled from a map and have
 NM0432.an estimated accuracy of +/- 6 seconds.
 NM0432
 NM0432.The orthometric height was determined by differential leveling and
 NM0432.adjusted by the NATIONAL GEODETIC SURVEY
 NM0432.in June 1991.
 NM0432
 NM0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0432.GEOID18 height accuracy estimate available here.
 NM0432
 NM0432.Click photographs - Photos may exist for this station.
 NM0432
 NM0432.The dynamic height is computed by dividing the NAVD 88
 NM0432.geopotential number by the normal gravity value computed on the
 NM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0432.degrees latitude (g = 980.6199 gals.).
 NM0432
 NM0432.The modeled gravity was interpolated from observed gravity values.
 NM0432
 NM0432;                    North         East    Units  Estimated Accuracy
 NM0432;SPC NE       -   276,410.      793,710.      MT  (+/- 180 meters Scaled)
 NM0432
 NM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM112827(NAD 83)
 NM0432
 NM0432                          SUPERSEDED SURVEY CONTROL
 NM0432
 NM0432  NGVD 29 (??/??/92)  429.524  (m)         1409.20   (f) ADJ UNCH    2 0
 NM0432
 NM0432.Superseded values are not recommended for survey control.
 NM0432
 NM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0432.See file dsdata.pdf to determine how the superseded data were derived.
 NM0432
 NM0432_MARKER: DB = BENCH MARK DISK
 NM0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0432_STAMPING: N 239 1947
 NM0432_MARK LOGO: CGS
 NM0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0432+STABILITY: SURFACE MOTION
 NM0432
 NM0432  HISTORY     - Date     Condition        Report By
 NM0432  HISTORY     - 1947     MONUMENTED       CGS
 NM0432  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0432
 NM0432                          STATION DESCRIPTION
 NM0432
 NM0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0432'4.1 MI NE FROM WINNEBAGO.
 NM0432'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0432'AT WINNEBAGO, THENCE NORTH 0.2 MILE ALONG A DIRT ROAD, THENCE
 NM0432'EAST 1.0 MILE, THENCE NORTH 0.5 MILE, THENCE EAST 0.8 MILE,
 NM0432'THENCE NORTH 0.4 MILE, 0.1 MILE SOUTH OF A TURN IN THE ROAD,
 NM0432'315.0 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 31.5 FEET
 NM0432'EAST OF THE CENTER OF THE ROAD, 6.6 FEET SOUTH OF A FENCE CORNER
 NM0432'POST, 1.0 FOOT WEST OF A BARBED WIRE FENCE, 2.0 FEET NORTH OF
 NM0432'A 4 IN X 4 IN MARKER POST AND PROJECTING 0.1 FOOT ABOVE GROUND.
 NM0432'NOTE-- LOCAL REFERENCE POINTS DESTROYED.
 NM0432
 NM0432                          STATION RECOVERY (1962)
 NM0432
 NM0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0733 ***********************************************************************
 NM0733  DESIGNATION -  N 240
 NM0733  PID         -  NM0733
 NM0733  STATE/COUNTY-  NE/THURSTON
 NM0733  COUNTRY     -  US
 NM0733  USGS QUAD   -  BANCROFT (2017)
 NM0733
 NM0733                         *CURRENT SURVEY CONTROL
 NM0733  ______________________________________________________________________
 NM0733* NAD 83(1986) POSITION- 42 06 17.     (N) 096 35 23.     (W)   SCALED
 NM0733* NAVD 88 ORTHO HEIGHT -   433.156 (meters)     1421.11  (feet) ADJUSTED
 NM0733  ______________________________________________________________________
 NM0733  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 NM0733  DYNAMIC HEIGHT  -        433.001 (meters)     1420.60  (feet) COMP
 NM0733  MODELED GRAVITY -    980,252.1   (mgal)                       NAVD 88
 NM0733
 NM0733  VERT ORDER      -  SECOND    CLASS 0
 NM0733
 NM0733.The horizontal coordinates were scaled from a map and have
 NM0733.an estimated accuracy of +/- 6 seconds.
 NM0733
 NM0733.The orthometric height was determined by differential leveling and
 NM0733.adjusted by the NATIONAL GEODETIC SURVEY
 NM0733.in June 1991.
 NM0733
 NM0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0733.GEOID18 height accuracy estimate available here.
 NM0733
 NM0733.Click photographs - Photos may exist for this station.
 NM0733
 NM0733.The dynamic height is computed by dividing the NAVD 88
 NM0733.geopotential number by the normal gravity value computed on the
 NM0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0733.degrees latitude (g = 980.6199 gals.).
 NM0733
 NM0733.The modeled gravity was interpolated from observed gravity values.
 NM0733
 NM0733;                    North         East    Units  Estimated Accuracy
 NM0733;SPC NE       -   257,750.      781,930.      MT  (+/- 180 meters Scaled)
 NM0733
 NM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM992642(NAD 83)
 NM0733
 NM0733                          SUPERSEDED SURVEY CONTROL
 NM0733
 NM0733  NGVD 29 (??/??/92)  432.998  (m)         1420.59   (f) ADJ UNCH    2 0
 NM0733
 NM0733.Superseded values are not recommended for survey control.
 NM0733
 NM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0733.See file dsdata.pdf to determine how the superseded data were derived.
 NM0733
 NM0733_MARKER: DB = BENCH MARK DISK
 NM0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0733_STAMPING: N 240 1947
 NM0733_MARK LOGO: CGS
 NM0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0733+STABILITY: SURFACE MOTION
 NM0733
 NM0733  HISTORY     - Date     Condition        Report By
 NM0733  HISTORY     - 1947     MONUMENTED       CGS
 NM0733
 NM0733                          STATION DESCRIPTION
 NM0733
 NM0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0733'7 MI NW FROM BANCROFT.
 NM0733'0.2 MILE WEST ALONG STATE HIGHWAY NO. 16 FROM THE RAILROAD
 NM0733'STATION AT BANCROFT, THENCE NORTH 5.0 MILES NORTH ALONG A GRAVEL
 NM0733'ROAD, THENCE WEST 0.8 MILE ALONG A DIRT ROAD, THENCE NORTH
 NM0733'1.0 MILE ALONG A DIRT ROAD, AT A DIRT CROSS ROAD, 0.1 MILE
 NM0733'SOUTH OF A FARM HOUSE, 31.8 FEET NORTH OF THE CENTER OF THE
 NM0733'EAST-WEST ROAD, 22.3 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 NM0733'ROAD, 56.3 FEET NORTH OF A POWER POLE, 5.5 FEET NORTH OF A FENCE
 NM0733'CORNER, 1.0 FOOT WEST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH
 NM0733'OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE
 NM0733'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0300 ***********************************************************************
 MK0300  DESIGNATION -  N 241
 MK0300  PID         -  MK0300
 MK0300  STATE/COUNTY-  NE/BURT
 MK0300  COUNTRY     -  US
 MK0300  USGS QUAD   -  TEKAMAH NW (2017)
 MK0300
 MK0300                         *CURRENT SURVEY CONTROL
 MK0300  ______________________________________________________________________
 MK0300* NAD 83(1986) POSITION- 41 54 14.     (N) 096 13 47.     (W)   SCALED
 MK0300* NAVD 88 ORTHO HEIGHT -   326.841 (meters)     1072.31  (feet) ADJUSTED
 MK0300  ______________________________________________________________________
 MK0300  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 MK0300  DYNAMIC HEIGHT  -        326.720 (meters)     1071.91  (feet) COMP
 MK0300  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 MK0300
 MK0300  VERT ORDER      -  SECOND    CLASS 0
 MK0300
 MK0300.The horizontal coordinates were scaled from a map and have
 MK0300.an estimated accuracy of +/- 6 seconds.
 MK0300
 MK0300.The orthometric height was determined by differential leveling and
 MK0300.adjusted by the NATIONAL GEODETIC SURVEY
 MK0300.in June 1991.
 MK0300
 MK0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0300.GEOID18 height accuracy estimate available here.
 MK0300
 MK0300.Click photographs - Photos may exist for this station.
 MK0300
 MK0300.The dynamic height is computed by dividing the NAVD 88
 MK0300.geopotential number by the normal gravity value computed on the
 MK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0300.degrees latitude (g = 980.6199 gals.).
 MK0300
 MK0300.The modeled gravity was interpolated from observed gravity values.
 MK0300
 MK0300;                    North         East    Units  Estimated Accuracy
 MK0300;SPC NE       -   236,700.      812,640.      MT  (+/- 180 meters Scaled)
 MK0300
 MK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM297428(NAD 83)
 MK0300
 MK0300                          SUPERSEDED SURVEY CONTROL
 MK0300
 MK0300  NGVD 29 (??/??/92)  326.697  (m)         1071.84   (f) ADJ UNCH    2 0
 MK0300
 MK0300.Superseded values are not recommended for survey control.
 MK0300
 MK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0300.See file dsdata.pdf to determine how the superseded data were derived.
 MK0300
 MK0300_MARKER: DB = BENCH MARK DISK
 MK0300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0300_SP_SET: CULVERT HEADWALL
 MK0300_STAMPING: N 241 1947
 MK0300_MARK LOGO: CGS
 MK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0300+STABILITY: SURFACE MOTION
 MK0300
 MK0300  HISTORY     - Date     Condition        Report By
 MK0300  HISTORY     - 1947     MONUMENTED       CGS
 MK0300
 MK0300                          STATION DESCRIPTION
 MK0300
 MK0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0300'8.7 MI N FROM TEKAMAH.
 MK0300'8.7 MILES NORTH ALONG U.S. HIGHWAY NO. 73E FROM THE COURT HOUSE
 MK0300'AT TEKAMAH, 53.0 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 MK0300'LEADING WEST, 20.0 FEET WEST OF THE CENTER OF THE HIGHWAY, SET
 MK0300'IN TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 12 X 12-FOOT
 MK0300'CONCRETE CULVERT UNDER THE HIGHWAY AT A DRAINAGE DITCH, ABOUT 2
 MK0300'FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2190 ***********************************************************************
 MK2190  DESIGNATION -  N 241 RESET
 MK2190  PID         -  MK2190
 MK2190  STATE/COUNTY-  NE/BURT
 MK2190  COUNTRY     -  US
 MK2190  USGS QUAD   -  TEKAMAH NW (2017)
 MK2190
 MK2190                         *CURRENT SURVEY CONTROL
 MK2190  ______________________________________________________________________
 MK2190* NAD 83(1986) POSITION- 41 54 19.     (N) 096 13 47.     (W)   SCALED
 MK2190* NAVD 88 ORTHO HEIGHT -   327.32  (meters)     1073.9   (feet) RESET
 MK2190  ______________________________________________________________________
 MK2190  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 MK2190  VERT ORDER      -  THIRD
 MK2190
 MK2190.The horizontal coordinates were scaled from a map and have
 MK2190.an estimated accuracy of +/- 6 seconds.
 MK2190
 MK2190.The orthometric height was computed from unverified reset data.
 MK2190
 MK2190.No vertical observational check was made to the station.
 MK2190
 MK2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2190.GEOID18 height accuracy estimate available here.
 MK2190
 MK2190.Click photographs - Photos may exist for this station.
 MK2190
 MK2190;                    North         East    Units  Estimated Accuracy
 MK2190;SPC NE       -   236,860.      812,640.      MT  (+/- 180 meters Scaled)
 MK2190
 MK2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM297429(NAD 83)
 MK2190
 MK2190                          SUPERSEDED SURVEY CONTROL
 MK2190
 MK2190  NGVD 29 (01/31/13)  327.18   (m)         1073.4    (f) RESET       3  
 MK2190
 MK2190.Superseded values are not recommended for survey control.
 MK2190
 MK2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2190.See file dsdata.pdf to determine how the superseded data were derived.
 MK2190
 MK2190_MARKER: DV = VERTICAL CONTROL DISK
 MK2190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK2190_STAMPING: N 241 RESET 1986
 MK2190_MARK LOGO: NGS
 MK2190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MK2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2190+STABILITY: SURFACE MOTION
 MK2190
 MK2190  HISTORY     - Date     Condition        Report By
 MK2190  HISTORY     - 1986     MONUMENTED       NGS
 MK2190
 MK2190                          STATION DESCRIPTION
 MK2190
 MK2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2190'8.85 MILES (14.24 KM) NORTH ALONG US HIGHWAY 75 FROM COURTHOUSE AT
 MK2190'TEKAMAH, GO 127 FEET (38.7 M) WEST OF CENTERLINE OF HIGHWAY 75, MARK
 MK2190'IS 32 FEET (9.8 M) NORTH OF CENTERLINE OF COUNTY ROAD, 1.38 FEET
 MK2190'(0.42 M) SOUTH OF A WITNESS POST, MARK IS LOWER IN ELEVATION OF
 MK2190'COUNTY ROAD.  NOTE--DEPTH OF PIPE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0650 ***********************************************************************
 MK0650  DESIGNATION -  N 243
 MK0650  PID         -  MK0650
 MK0650  STATE/COUNTY-  NE/DOUGLAS
 MK0650  COUNTRY     -  US
 MK0650  USGS QUAD   -  IRVINGTON (2017)
 MK0650
 MK0650                         *CURRENT SURVEY CONTROL
 MK0650  ______________________________________________________________________
 MK0650* NAD 83(1986) POSITION- 41 19 08.     (N) 096 03 13.     (W)   SCALED
 MK0650* NAVD 88 ORTHO HEIGHT -   337.114 (meters)     1106.01  (feet) ADJUSTED
 MK0650  ______________________________________________________________________
 MK0650  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 MK0650  DYNAMIC HEIGHT  -        336.965 (meters)     1105.53  (feet) COMP
 MK0650  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 MK0650
 MK0650  VERT ORDER      -  FIRST     CLASS II
 MK0650
 MK0650.The horizontal coordinates were scaled from a map and have
 MK0650.an estimated accuracy of +/- 6 seconds.
 MK0650
 MK0650.The orthometric height was determined by differential leveling and
 MK0650.adjusted by the NATIONAL GEODETIC SURVEY
 MK0650.in June 1991.
 MK0650
 MK0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0650.GEOID18 height accuracy estimate available here.
 MK0650
 MK0650.Click photographs - Photos may exist for this station.
 MK0650
 MK0650.The dynamic height is computed by dividing the NAVD 88
 MK0650.geopotential number by the normal gravity value computed on the
 MK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0650.degrees latitude (g = 980.6199 gals.).
 MK0650
 MK0650.The modeled gravity was interpolated from observed gravity values.
 MK0650
 MK0650;                    North         East    Units  Estimated Accuracy
 MK0650;SPC NE       -   172,470.      830,200.      MT  (+/- 180 meters Scaled)
 MK0650
 MK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL466783(NAD 83)
 MK0650
 MK0650                          SUPERSEDED SURVEY CONTROL
 MK0650
 MK0650  NGVD 29 (??/??/92)  337.002  (m)         1105.65   (f) ADJ UNCH    1 2
 MK0650
 MK0650.Superseded values are not recommended for survey control.
 MK0650
 MK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0650.See file dsdata.pdf to determine how the superseded data were derived.
 MK0650
 MK0650_MARKER: DB = BENCH MARK DISK
 MK0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0650_STAMPING: N 243 1947
 MK0650_MARK LOGO: CGS
 MK0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0650+STABILITY: SURFACE MOTION
 MK0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0650+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 MK0650
 MK0650  HISTORY     - Date     Condition        Report By
 MK0650  HISTORY     - 1947     MONUMENTED       CGS
 MK0650  HISTORY     - 1976     GOOD             LOCSUR
 MK0650  HISTORY     - 19890815 GOOD             NGS
 MK0650  HISTORY     - 20071120 GOOD             THOMDD
 MK0650
 MK0650                          STATION DESCRIPTION
 MK0650
 MK0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0650'AT IRVINGTON.
 MK0650'AT IRVINGTON, 82.2 FEET NORTHEAST OF AND ACROSS A PAVED ROAD
 MK0650'FROM THE NORTHEAST CORNER OF A BRICK BUILDING OCCUPIED BY THE
 MK0650'POST OFFICE AND WHICH BELONGS TO MISS GEORGIA L. TWADDELL OF
 MK0650'BENSON, NEBRASKA, 36.3 FEET NORTHEAST OF THE CENTER OF THE PAVED
 MK0650'ROAD, 20.5 FEET NORTH OF THE SOUTHWEST CORNER OF AND 5.2 FEET
 MK0650'SOUTH OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 MK0650'LARGE STORAGE GARAGE, 1.3 FOOT EAST OF A REFERENCE POST, 0.6 FOOT
 MK0650'WEST OF THE WEST SIDE OF THE CONCRETE FOUNDATION, SET IN A
 MK0650'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0650'0.2 FOOT.
 MK0650
 MK0650                          STATION RECOVERY (1976)
 MK0650
 MK0650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0650'RECOVERED IN GOOD CONDITION.
 MK0650
 MK0650                          STATION RECOVERY (1989)
 MK0650
 MK0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0650'IN OMAHA, AT THE INTERSECTION OF IRVINGTON ROAD AND NEWPORT AVENUE,
 MK0650'26.2 M (86.0 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 11.0 M
 MK0650'(36.1 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.2 M (0.7 FT) NORTH OF
 MK0650'A WITNESS POST, AND IN A CONCRETE MOUNMENT THAT PROJECTS 0.06 M (0.2
 MK0650'FT) ABOVE THE GROUND SURFACE.
 MK0650
 MK0650                          STATION RECOVERY (2007)
 MK0650
 MK0650'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2007 (MTC)
 MK0650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0146 ***********************************************************************
 MK0146  DESIGNATION -  N 244
 MK0146  PID         -  MK0146
 MK0146  STATE/COUNTY-  NE/WASHINGTON
 MK0146  COUNTRY     -  US
 MK0146  USGS QUAD   -  HERMAN (2017)
 MK0146
 MK0146                         *CURRENT SURVEY CONTROL
 MK0146  ______________________________________________________________________
 MK0146* NAD 83(1986) POSITION- 41 40 57.     (N) 096 09 16.     (W)   SCALED
 MK0146* NAVD 88 ORTHO HEIGHT -   314.005 (meters)     1030.20  (feet) ADJUSTED
 MK0146  ______________________________________________________________________
 MK0146  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 MK0146  DYNAMIC HEIGHT  -        313.875 (meters)     1029.77  (feet) COMP
 MK0146  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MK0146
 MK0146  VERT ORDER      -  SECOND    CLASS 0
 MK0146
 MK0146.The horizontal coordinates were scaled from a map and have
 MK0146.an estimated accuracy of +/- 6 seconds.
 MK0146
 MK0146.The orthometric height was determined by differential leveling and
 MK0146.adjusted by the NATIONAL GEODETIC SURVEY
 MK0146.in June 1991.
 MK0146
 MK0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0146.GEOID18 height accuracy estimate available here.
 MK0146
 MK0146.Click photographs - Photos may exist for this station.
 MK0146
 MK0146.The dynamic height is computed by dividing the NAVD 88
 MK0146.geopotential number by the normal gravity value computed on the
 MK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0146.degrees latitude (g = 980.6199 gals.).
 MK0146
 MK0146.The modeled gravity was interpolated from observed gravity values.
 MK0146
 MK0146;                    North         East    Units  Estimated Accuracy
 MK0146;SPC NE       -   212,420.      819,970.      MT  (+/- 180 meters Scaled)
 MK0146
 MK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM368184(NAD 83)
 MK0146
 MK0146                          SUPERSEDED SURVEY CONTROL
 MK0146
 MK0146  NGVD 29 (??/??/92)  313.865  (m)         1029.74   (f) ADJ UNCH    2 0
 MK0146
 MK0146.Superseded values are not recommended for survey control.
 MK0146
 MK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0146.See file dsdata.pdf to determine how the superseded data were derived.
 MK0146
 MK0146_MARKER: DD = SURVEY DISK
 MK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0146_STAMPING: N 244
 MK0146_MARK LOGO: USACE
 MK0146_PROJECTION: RECESSED 3 CENTIMETERS
 MK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0146+STABILITY: SURFACE MOTION
 MK0146
 MK0146  HISTORY     - Date     Condition        Report By
 MK0146  HISTORY     - UNK      MONUMENTED       USACE
 MK0146  HISTORY     - 1947     GOOD             CGS
 MK0146  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0146
 MK0146                          STATION DESCRIPTION
 MK0146
 MK0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0146'5.1 MI NE FROM HERMAN.
 MK0146'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0146'AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD AND 1.5 MILE
 MK0146'NORTH ALONG A DIRT ROAD, ON TOP OF THE SOUTH LEVEE OF THE
 MK0146'BURT-WASHINGTON COUNTY DRAINAGE CANAL, 89.6 FEET NORTHWEST OF AND
 MK0146'ACROSS THE ROAD FROM U.S. COAST AND GEODETIC SURVEY BENCH MARK
 MK0146'Z 243, 88.5 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 MK0146'MOST WESTERLY POLE OF A DOUBLE POLE TYPE OF POWER LINE SUPPORT,
 MK0146'57.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL BRIDGE
 MK0146'OVER A DRAINAGE CANAL, 46.0 FEET WEST OF THE CENTER OF THE ROAD,
 MK0146'A BRONZE DISK OF THE U.S. ENGINEERING DEPARTMENT OF OMAHA,
 MK0146'NEBRASKA SET IN A CONCRETE POST ABOUT 10 FEET ABOVE THE ROAD AND
 MK0146'ABOUT 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 MK0146
 MK0146                          STATION RECOVERY (1974)
 MK0146
 MK0146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0438 ***********************************************************************
 MK0438  DESIGNATION -  N 247
 MK0438  PID         -  MK0438
 MK0438  STATE/COUNTY-  NE/WASHINGTON
 MK0438  COUNTRY     -  US
 MK0438  USGS QUAD   -  NICKERSON (2017)
 MK0438
 MK0438                         *CURRENT SURVEY CONTROL
 MK0438  ______________________________________________________________________
 MK0438* NAD 83(1986) POSITION- 41 32 19.12   (N) 096 25 42.33   (W)   HD_HELD1
 MK0438* NAVD 88 ORTHO HEIGHT -   410.807 (meters)     1347.79  (feet) ADJUSTED
 MK0438  ______________________________________________________________________
 MK0438  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 MK0438  DYNAMIC HEIGHT  -        410.628 (meters)     1347.20  (feet) COMP
 MK0438  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 MK0438
 MK0438  VERT ORDER      -  SECOND    CLASS 0
 MK0438
 MK0438.The horizontal coordinates were determined by differentially corrected
 MK0438.hand held GPS observations or other comparable positioning techniques
 MK0438.and have an estimated accuracy of +/- 3 meters.
 MK0438
 MK0438.The orthometric height was determined by differential leveling and
 MK0438.adjusted by the NATIONAL GEODETIC SURVEY
 MK0438.in June 1991.
 MK0438
 MK0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0438.GEOID18 height accuracy estimate available here.
 MK0438
 MK0438.Click photographs - Photos may exist for this station.
 MK0438
 MK0438.The dynamic height is computed by dividing the NAVD 88
 MK0438.geopotential number by the normal gravity value computed on the
 MK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0438.degrees latitude (g = 980.6199 gals.).
 MK0438
 MK0438.The modeled gravity was interpolated from observed gravity values.
 MK0438
 MK0438;                    North         East    Units  Estimated Accuracy
 MK0438;SPC NE       -   195,485.5     797,849.0     MT  (+/- 3 meters HH1 GPS) 
 MK0438
 MK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1451101747(NAD 83)
 MK0438
 MK0438                          SUPERSEDED SURVEY CONTROL
 MK0438
 MK0438  NGVD 29 (??/??/92)  410.665  (m)         1347.32   (f) ADJ UNCH    2 0
 MK0438
 MK0438.Superseded values are not recommended for survey control.
 MK0438
 MK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0438.See file dsdata.pdf to determine how the superseded data were derived.
 MK0438
 MK0438_MARKER: DB = BENCH MARK DISK
 MK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0438_STAMPING: N 247 1947
 MK0438_MARK LOGO: CGS
 MK0438_PROJECTION: FLUSH
 MK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0438+STABILITY: SURFACE MOTION
 MK0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0438+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 MK0438
 MK0438  HISTORY     - Date     Condition        Report By
 MK0438  HISTORY     - 1947     MONUMENTED       CGS
 MK0438  HISTORY     - 20100511 GOOD             INDIV
 MK0438
 MK0438                          STATION DESCRIPTION
 MK0438
 MK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0438'AT FONTANELLE.
 MK0438'AT FONTANELLE, 0.15 MILE SOUTH OF STATE HIGHWAY NO. 91, IN THE
 MK0438'FRONT YARD OF THE SCHOOL, 121.0 FEET WEST OF THE CENTER OF A
 MK0438'NORTH-SOUTH GRAVEL ROAD, 75.8 FEET EAST OF THE CENTER OF THE MAIN
 MK0438'(EAST) ENTRANCE TO THE SCHOOL BUILDING, 2.9 FEET WEST OF THE WEST
 MK0438'SIDE OF A 4-FOOT CIRCULAR CONCRETE BASE FOR THE FLAG POLE, SET IN
 MK0438'A CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE GROUND.
 MK0438
 MK0438                          STATION RECOVERY (2010)
 MK0438
 MK0438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK0438'THE SCHOOL HOUSE IS NOW A RESIDENCE.  THE MARK IS ON THE WEST SIDE OF
 MK0438'A SQUARE BRICK BASE FOR THE FLAGPOLE AND A BELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0537 ***********************************************************************
 NM0537  DESIGNATION -  N 248
 NM0537  PID         -  NM0537
 NM0537  STATE/COUNTY-  NE/THURSTON
 NM0537  COUNTRY     -  US
 NM0537  USGS QUAD   -  MACY (2017)
 NM0537
 NM0537                         *CURRENT SURVEY CONTROL
 NM0537  ______________________________________________________________________
 NM0537* NAD 83(1986) POSITION- 42 02 46.     (N) 096 21 04.     (W)   SCALED
 NM0537* NAVD 88 ORTHO HEIGHT -   354.602 (meters)     1163.39  (feet) ADJUSTED
 NM0537  ______________________________________________________________________
 NM0537  GEOID HEIGHT    -        -26.227 (meters)                     GEOID18
 NM0537  DYNAMIC HEIGHT  -        354.476 (meters)     1162.98  (feet) COMP
 NM0537  MODELED GRAVITY -    980,258.9   (mgal)                       NAVD 88
 NM0537
 NM0537  VERT ORDER      -  SECOND    CLASS 0
 NM0537
 NM0537.The horizontal coordinates were scaled from a map and have
 NM0537.an estimated accuracy of +/- 6 seconds.
 NM0537
 NM0537.The orthometric height was determined by differential leveling and
 NM0537.adjusted by the NATIONAL GEODETIC SURVEY
 NM0537.in June 1991.
 NM0537
 NM0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0537.GEOID18 height accuracy estimate available here.
 NM0537
 NM0537.Click photographs - Photos may exist for this station.
 NM0537
 NM0537.The dynamic height is computed by dividing the NAVD 88
 NM0537.geopotential number by the normal gravity value computed on the
 NM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0537.degrees latitude (g = 980.6199 gals.).
 NM0537
 NM0537.The modeled gravity was interpolated from observed gravity values.
 NM0537
 NM0537;                    North         East    Units  Estimated Accuracy
 NM0537;SPC NE       -   252,050.      801,920.      MT  (+/- 180 meters Scaled)
 NM0537
 NM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM192582(NAD 83)
 NM0537
 NM0537                          SUPERSEDED SURVEY CONTROL
 NM0537
 NM0537  NGVD 29 (??/??/92)  354.453  (m)         1162.90   (f) ADJ UNCH    2 0
 NM0537
 NM0537.Superseded values are not recommended for survey control.
 NM0537
 NM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0537.See file dsdata.pdf to determine how the superseded data were derived.
 NM0537
 NM0537_MARKER: DB = BENCH MARK DISK
 NM0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0537_STAMPING: N 248 1947
 NM0537_MARK LOGO: CGS
 NM0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0537+STABILITY: SURFACE MOTION
 NM0537
 NM0537  HISTORY     - Date     Condition        Report By
 NM0537  HISTORY     - 1947     MONUMENTED       CGS
 NM0537
 NM0537                          STATION DESCRIPTION
 NM0537
 NM0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0537'8.8 MI SE FROM ROSALIE.
 NM0537'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0537'THENCE EAST 8.3 MILES ALONG A DIRT AND GRAVEL ROAD, 0.2 MILE
 NM0537'EAST OF A STEEL BRIDGE, AT A FARM HOUSE, 24.8 FEET NORTH OF THE
 NM0537'CENTER OF THE ROAD, 18.2 FEET NORTHWEST OF A MAIL BOX, 15.9 FEET
 NM0537'EAST OF THE CENTER OF A DRIVEWAY, 4.4 FEET EAST OF A GATE POST,
 NM0537'1.0 FOOT SOUTH OF A WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN
 NM0537'MARKER POST AND SET IN THE TOP OF A CONCRETE POST, PROJECTING
 NM0537'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0262 ***********************************************************************
 LH0262  DESIGNATION -  N 249
 LH0262  PID         -  LH0262
 LH0262  STATE/COUNTY-  NE/WEBSTER
 LH0262  COUNTRY     -  US
 LH0262  USGS QUAD   -  BLUE HILL (2017)
 LH0262
 LH0262                         *CURRENT SURVEY CONTROL
 LH0262  ______________________________________________________________________
 LH0262* NAD 83(1986) POSITION- 40 17 32.     (N) 098 27 17.     (W)   SCALED
 LH0262* NAVD 88 ORTHO HEIGHT -   611.348 (meters)     2005.73  (feet) ADJUSTED
 LH0262  ______________________________________________________________________
 LH0262  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 LH0262  DYNAMIC HEIGHT  -        610.980 (meters)     2004.52  (feet) COMP
 LH0262  MODELED GRAVITY -    980,003.6   (mgal)                       NAVD 88
 LH0262
 LH0262  VERT ORDER      -  FIRST     CLASS II
 LH0262
 LH0262.The horizontal coordinates were scaled from a map and have
 LH0262.an estimated accuracy of +/- 6 seconds.
 LH0262
 LH0262.The orthometric height was determined by differential leveling and
 LH0262.adjusted by the NATIONAL GEODETIC SURVEY
 LH0262.in June 1991.
 LH0262
 LH0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0262.GEOID18 height accuracy estimate available here.
 LH0262
 LH0262.Click photographs - Photos may exist for this station.
 LH0262
 LH0262.The dynamic height is computed by dividing the NAVD 88
 LH0262.geopotential number by the normal gravity value computed on the
 LH0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0262.degrees latitude (g = 980.6199 gals.).
 LH0262
 LH0262.The modeled gravity was interpolated from observed gravity values.
 LH0262
 LH0262;                    North         East    Units  Estimated Accuracy
 LH0262;SPC NE       -    52,130.      631,370.      MT  (+/- 180 meters Scaled)
 LH0262
 LH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK463603(NAD 83)
 LH0262
 LH0262                          SUPERSEDED SURVEY CONTROL
 LH0262
 LH0262  NGVD 29 (??/??/92)  611.117  (m)         2004.97   (f) ADJ UNCH    1 2
 LH0262
 LH0262.Superseded values are not recommended for survey control.
 LH0262
 LH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0262.See file dsdata.pdf to determine how the superseded data were derived.
 LH0262
 LH0262_MARKER: DB = BENCH MARK DISK
 LH0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0262_STAMPING: N 249 1947
 LH0262_MARK LOGO: CGS
 LH0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0262+STABILITY: SURFACE MOTION
 LH0262
 LH0262  HISTORY     - Date     Condition        Report By
 LH0262  HISTORY     - 1947     MONUMENTED       CGS
 LH0262  HISTORY     - 1981     GOOD             NGS
 LH0262
 LH0262                          STATION DESCRIPTION
 LH0262
 LH0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0262'2.9 MI S FROM BLUE HILL.
 LH0262'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0262'FROM THE STATION AT BLUE HILL, AT THE CROSSING OF U.S. HIGHWAY
 LH0262'281, 161.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53.5
 LH0262'FEET EAST OF MILEPOST 22, 35.6 FEET EAST OF THE EAST RAIL,
 LH0262'3.3 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE,
 LH0262'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE
 LH0262'THE SURFACE OF THE GROUND.
 LH0262
 LH0262                          STATION RECOVERY (1981)
 LH0262
 LH0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1423 ***********************************************************************
 LH1423  DESIGNATION -  N 250 RESET
 LH1423  PID         -  LH1423
 LH1423  STATE/COUNTY-  NE/ADAMS
 LH1423  COUNTRY     -  US
 LH1423  USGS QUAD   -  HASTINGS WEST (2017)
 LH1423
 LH1423                         *CURRENT SURVEY CONTROL
 LH1423  ______________________________________________________________________
 LH1423* NAD 83(1986) POSITION- 40 35 06.6    (N) 098 24 18.2    (W)   HD_HELD2
 LH1423* NAVD 88 ORTHO HEIGHT -   590.347 (meters)     1936.83  (feet) ADJUSTED
 LH1423  ______________________________________________________________________
 LH1423  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 LH1423  DYNAMIC HEIGHT  -        590.017 (meters)     1935.75  (feet) COMP
 LH1423  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 LH1423
 LH1423  VERT ORDER      -  FIRST     CLASS II
 LH1423
 LH1423.The horizontal coordinates were established by autonomous hand held GPS
 LH1423.observations and have an estimated accuracy of +/- 10 meters.
 LH1423
 LH1423.The orthometric height was determined by differential leveling and
 LH1423.adjusted by the NATIONAL GEODETIC SURVEY
 LH1423.in May 1993.
 LH1423
 LH1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1423.GEOID18 height accuracy estimate available here.
 LH1423
 LH1423.Click photographs - Photos may exist for this station.
 LH1423
 LH1423.The dynamic height is computed by dividing the NAVD 88
 LH1423.geopotential number by the normal gravity value computed on the
 LH1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1423.degrees latitude (g = 980.6199 gals.).
 LH1423
 LH1423.The modeled gravity was interpolated from observed gravity values.
 LH1423
 LH1423;                    North         East    Units  Estimated Accuracy
 LH1423;SPC NE       -    84,721.      634,992.      MT  (+/- 10 meters HH2 GPS)
 LH1423
 LH1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5034892878(NAD 83)
 LH1423
 LH1423                          SUPERSEDED SURVEY CONTROL
 LH1423
 LH1423  NGVD 29 (01/31/13)  590.11   (m)         1936.1    (f) RESET       3  
 LH1423
 LH1423.Superseded values are not recommended for survey control.
 LH1423
 LH1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1423.See file dsdata.pdf to determine how the superseded data were derived.
 LH1423
 LH1423_MARKER: DV = VERTICAL CONTROL DISK
 LH1423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH1423_SP_SET: RETAINING WALL
 LH1423_STAMPING: N 250 RESET 1989
 LH1423_MARK LOGO: NGS
 LH1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1423+STABILITY: SURFACE MOTION
 LH1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1423+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH1423
 LH1423  HISTORY     - Date     Condition        Report By
 LH1423  HISTORY     - 1989     MONUMENTED       NGS
 LH1423  HISTORY     - 19911008 GOOD             NGS
 LH1423  HISTORY     - 20150811 GOOD             GEOCAC
 LH1423
 LH1423                          STATION DESCRIPTION
 LH1423
 LH1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1423'THE MARK IS IN HASTINGS, AT THE NORTHEAST CORNER OF A RED BRICK
 LH1423'BUILDING, AT 1719 WEST 2ND STREET.  THE PROPERTY OWNER IS DENNIS
 LH1423'DEWITT, TELEPHONE 402 463 7118, IN THE NORTHEAST CORNER OF THE
 LH1423'BASEMENT STAIRWELL WALL.  IT IS 20.82 M (68.3 FT) SOUTH FROM THE
 LH1423'CENTERLINE OF THE STREET, 3.08 M (10.1 FT) SOUTH-SOUTHEAST FROM THE
 LH1423'NORTHEAST CORNER OF THE BUILDING, 1.20 M (3.9 FT) EAST FROM A DOOR AT
 LH1423'THE NORTHEAST CORNER OF THE BUILDING AND 1.02 M (3.3 FT) NORTH FROM
 LH1423'THE NORTHEAST CORNER PIPE OF A GUARDRAIL AROUND THE STAIRWELL.
 LH1423
 LH1423                          STATION RECOVERY (1991)
 LH1423
 LH1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1423'IN HASTINGS, NEAR THE NORTHEAST CORNER OF A CONCRETE RETAINING WALL
 LH1423'ALONG A STAIRWELL LEADING TO THE BASEMENT OF THE HASTINGS CYCLING AND
 LH1423'FITNESS CENTER AT 1719 WEST 2ND STREET, 3.2 M (10.5 FT) SOUTH OF THE
 LH1423'NORTHEAST CORNER OF THE BUILDING, 1.1 M (3.6 FT) EAST OF THE EAST
 LH1423'FACE OF THE BUILDING, AND 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LH1423
 LH1423                          STATION RECOVERY (2015)
 LH1423
 LH1423'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0247 ***********************************************************************
 LH0247  DESIGNATION -  N 252
 LH0247  PID         -  LH0247
 LH0247  STATE/COUNTY-  NE/WEBSTER
 LH0247  COUNTRY     -  US
 LH0247  USGS QUAD   -  AMBOY (2017)
 LH0247
 LH0247                         *CURRENT SURVEY CONTROL
 LH0247  ______________________________________________________________________
 LH0247* NAD 83(1986) POSITION- 40 07 08.     (N) 098 26 38.     (W)   SCALED
 LH0247* NAVD 88 ORTHO HEIGHT -   521.220 (meters)     1710.04  (feet) ADJUSTED
 LH0247  ______________________________________________________________________
 LH0247  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 LH0247  DYNAMIC HEIGHT  -        520.905 (meters)     1709.00  (feet) COMP
 LH0247  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 LH0247
 LH0247  VERT ORDER      -  FIRST     CLASS II
 LH0247
 LH0247.The horizontal coordinates were scaled from a map and have
 LH0247.an estimated accuracy of +/- 6 seconds.
 LH0247
 LH0247.The orthometric height was determined by differential leveling and
 LH0247.adjusted by the NATIONAL GEODETIC SURVEY
 LH0247.in June 1991.
 LH0247
 LH0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0247.GEOID18 height accuracy estimate available here.
 LH0247
 LH0247.Click photographs - Photos may exist for this station.
 LH0247
 LH0247.The dynamic height is computed by dividing the NAVD 88
 LH0247.geopotential number by the normal gravity value computed on the
 LH0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0247.degrees latitude (g = 980.6199 gals.).
 LH0247
 LH0247.The modeled gravity was interpolated from observed gravity values.
 LH0247
 LH0247;                    North         East    Units  Estimated Accuracy
 LH0247;SPC NE       -    32,900.      632,640.      MT  (+/- 180 meters Scaled)
 LH0247
 LH0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473411(NAD 83)
 LH0247
 LH0247                          SUPERSEDED SURVEY CONTROL
 LH0247
 LH0247  NGVD 29 (??/??/92)  521.006  (m)         1709.33   (f) ADJ UNCH    1 2
 LH0247
 LH0247.Superseded values are not recommended for survey control.
 LH0247
 LH0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0247.See file dsdata.pdf to determine how the superseded data were derived.
 LH0247
 LH0247_MARKER: DB = BENCH MARK DISK
 LH0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0247_STAMPING: N 252 1947
 LH0247_MARK LOGO: CGS
 LH0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0247+STABILITY: SURFACE MOTION
 LH0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0247+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 LH0247
 LH0247  HISTORY     - Date     Condition        Report By
 LH0247  HISTORY     - 1947     MONUMENTED       CGS
 LH0247  HISTORY     - 20010626 GOOD             INDIV
 LH0247
 LH0247                          STATION DESCRIPTION
 LH0247
 LH0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0247'3.6 MI S FROM COWLES.
 LH0247'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0247'RAILROAD FROM THE STATION AT COWLES, SET IN THE NORTHEAST
 LH0247'QUARTER OF A ROAD CROSSING, 38.0 FEET EAST OF THE EAST RAIL
 LH0247'OF THE TRACK, 35.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0247'2.5 FEET NORTHWEST OF A FENCE CORNER POST, 2.0 FEET SOUTH
 LH0247'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0247'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0247
 LH0247                          STATION RECOVERY (2001)
 LH0247
 LH0247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 LH0247'FOUND BRASS CAP IN CONC MONUMENT BY REFERENCES GIVEN IN 1947. FOUND
 LH0247'CAP 1.0 FT BELOW GRADE AND SET U POST APROX 1.0 FT TO THE NORTH.
 LH0247'CONCRETE FENCE CORNER IS 1.8 FT TO EAST FACE AND 26.5 FT SOUTHWEST TO
 LH0247'RAILROAD CROSSING SIGN.  EXCAVATED AROUND POINT TO KEEP FROM
 LH0247'CONTINUALLY BEING COVERED BY SOIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0672 ***********************************************************************
 MJ0672  DESIGNATION -  N 254
 MJ0672  PID         -  MJ0672
 MJ0672  STATE/COUNTY-  NE/DOUGLAS
 MJ0672  COUNTRY     -  US
 MJ0672  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0672
 MJ0672                         *CURRENT SURVEY CONTROL
 MJ0672  ______________________________________________________________________
 MJ0672* NAD 83(1986) POSITION- 41 14 48.54   (N) 095 58 32.36   (W)   HD_HELD1
 MJ0672* NAVD 88 ORTHO HEIGHT -   372.447 (meters)     1221.94  (feet) ADJUSTED
 MJ0672  ______________________________________________________________________
 MJ0672  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 MJ0672  DYNAMIC HEIGHT  -        372.288 (meters)     1221.41  (feet) COMP
 MJ0672  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 MJ0672
 MJ0672  VERT ORDER      -  FIRST     CLASS II
 MJ0672
 MJ0672.The horizontal coordinates were determined by differentially corrected
 MJ0672.hand held GPS observations or other comparable positioning techniques
 MJ0672.and have an estimated accuracy of +/- 3 meters.
 MJ0672
 MJ0672.The orthometric height was determined by differential leveling and
 MJ0672.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0672.in June 1991.
 MJ0672
 MJ0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0672.GEOID18 height accuracy estimate available here.
 MJ0672
 MJ0672.Click photographs - Photos may exist for this station.
 MJ0672
 MJ0672.The dynamic height is computed by dividing the NAVD 88
 MJ0672.geopotential number by the normal gravity value computed on the
 MJ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0672.degrees latitude (g = 980.6199 gals.).
 MJ0672
 MJ0672.The modeled gravity was interpolated from observed gravity values.
 MJ0672
 MJ0672;                    North         East    Units  Estimated Accuracy
 MJ0672;SPC NE       -   164,779.3     837,089.3     MT  (+/- 3 meters HH1 GPS) 
 MJ0672
 MJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5066370427(NAD 83)
 MJ0672
 MJ0672                          SUPERSEDED SURVEY CONTROL
 MJ0672
 MJ0672  NGVD 29 (??/??/92)  372.322  (m)         1221.53   (f) ADJ UNCH    1 2
 MJ0672
 MJ0672.Superseded values are not recommended for survey control.
 MJ0672
 MJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0672.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0672
 MJ0672_MARKER: DB = BENCH MARK DISK
 MJ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0672_STAMPING: N 254 1947
 MJ0672_MARK LOGO: CGS
 MJ0672_PROJECTION: RECESSED 9 CENTIMETERS
 MJ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0672+STABILITY: SURFACE MOTION
 MJ0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0672+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2016
 MJ0672
 MJ0672  HISTORY     - Date     Condition        Report By
 MJ0672  HISTORY     - 1947     MONUMENTED       CGS
 MJ0672  HISTORY     - 1976     GOOD             NGS
 MJ0672  HISTORY     - 20110223 GOOD             INDIV
 MJ0672  HISTORY     - 20160225 GOOD             THOMDD
 MJ0672
 MJ0672                          STATION DESCRIPTION
 MJ0672
 MJ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0672'AT OMAHA.
 MJ0672'AT OMAHA, ON THE GROUNDS OF THE DOUGLAS COUNTY HOSPITAL, 25.2 FEET
 MJ0672'EAST OF THE EAST CURB OF 42ND STREET, 20.0 FEET SOUTH OF THE
 MJ0672'EXTENSION TO THE EAST OF THE EXTENDED LINE OF THE SOUTH EDGE
 MJ0672'OF THE SIDEWALK ALONG THE SOUTH SIDE OF POPPLETON AVENUE, IN
 MJ0672'LINE WITH THE ROW OF TREES ALONG THE EAST SIDE OF 42ND STREET,
 MJ0672'10.5 FEET NORTH OF A TWO TRUNK MULBERRY TREE, 8.7 FEET SOUTHEAST
 MJ0672'OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK AROUND THE OMAHA
 MJ0672'ELECTRIC AND POWER COMPANY IRON MAN HOLE COVER, 10.0 FEET EAST
 MJ0672'OF THE JUNCTION OF LINE ON TOP OF A 1 FOOT SQUARE CONCRETE
 MJ0672'REFERENCE BLOCK WHICH IS SET FLUSH WITH THE GROUND AND WHICH
 MJ0672'HAS USBM 10 AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED
 MJ0672'ON THE TOP, SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0672
 MJ0672                          STATION RECOVERY (1976)
 MJ0672
 MJ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0672'RECOVERED IN GOOD CONDITION.
 MJ0672
 MJ0672                          STATION RECOVERY (2011)
 MJ0672
 MJ0672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ0672'RECOVERED IN GOOD CONDITION.
 MJ0672
 MJ0672                          STATION RECOVERY (2016)
 MJ0672
 MJ0672'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (MTC)
 MJ0672'THE LINE OF TREES AND THE MULBERRY TREE HAVE BEEN REMOVED. 42ND
 MJ0672'STREET HAS BEEN WIDENED. THE USBM 10 REFERENCE BLOCK HAS BEEN
 MJ0672'REMOVED. ADDITIONAL TIES ARE AS FOLLOWS, +-16 FEET EAST OF EAST CURB
 MJ0672'
 MJ0672'OF 42ND STREET. +- 30 FEET SOUTH OF SOUTH CURB LINE TO PARKING LOT
 MJ0672'ENTRANCE. 0.8 BELOW GRADE. LAT 41 14 18.58662N LON 95 58 32.34911W BY
 MJ0672'
 MJ0672'LOCAL RTK GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0812 ***********************************************************************
 MJ0812  DESIGNATION -  N 255
 MJ0812  PID         -  MJ0812
 MJ0812  STATE/COUNTY-  NE/DOUGLAS
 MJ0812  COUNTRY     -  US
 MJ0812  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0812
 MJ0812                         *CURRENT SURVEY CONTROL
 MJ0812  ______________________________________________________________________
 MJ0812* NAD 83(1986) POSITION- 41 14 28.     (N) 095 58 33.     (W)   SCALED
 MJ0812* NAVD 88 ORTHO HEIGHT -   361.267 (meters)     1185.26  (feet) ADJUSTED
 MJ0812  ______________________________________________________________________
 MJ0812  GEOID HEIGHT    -        -27.425 (meters)                     GEOID18
 MJ0812  DYNAMIC HEIGHT  -        361.113 (meters)     1184.75  (feet) COMP
 MJ0812  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 MJ0812
 MJ0812  VERT ORDER      -  FIRST     CLASS II
 MJ0812
 MJ0812.The horizontal coordinates were scaled from a map and have
 MJ0812.an estimated accuracy of +/- 6 seconds.
 MJ0812
 MJ0812.The orthometric height was determined by differential leveling and
 MJ0812.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0812.in June 1991.
 MJ0812
 MJ0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0812.GEOID18 height accuracy estimate available here.
 MJ0812
 MJ0812.Click photographs - Photos may exist for this station.
 MJ0812
 MJ0812.The dynamic height is computed by dividing the NAVD 88
 MJ0812.geopotential number by the normal gravity value computed on the
 MJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0812.degrees latitude (g = 980.6199 gals.).
 MJ0812
 MJ0812.The modeled gravity was interpolated from observed gravity values.
 MJ0812
 MJ0812;                    North         East    Units  Estimated Accuracy
 MJ0812;SPC NE       -   164,150.      837,100.      MT  (+/- 180 meters Scaled)
 MJ0812
 MJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF506697(NAD 83)
 MJ0812
 MJ0812                          SUPERSEDED SURVEY CONTROL
 MJ0812
 MJ0812  NGVD 29 (??/??/92)  361.142  (m)         1184.85   (f) ADJ UNCH    1 2
 MJ0812
 MJ0812.Superseded values are not recommended for survey control.
 MJ0812
 MJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0812.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0812
 MJ0812_MARKER: DB = BENCH MARK DISK
 MJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0812_STAMPING: N 255 1947
 MJ0812_MARK LOGO: CGS
 MJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0812+STABILITY: SURFACE MOTION
 MJ0812
 MJ0812  HISTORY     - Date     Condition        Report By
 MJ0812  HISTORY     - 1947     MONUMENTED       CGS
 MJ0812
 MJ0812                          STATION DESCRIPTION
 MJ0812
 MJ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0812'AT OMAHA.
 MJ0812'AT OMAHA, NEAR THE JUNCTION OF 42ND AND CENTER STREETS, 107.2
 MJ0812'FEET SOUTH OF THE EXTENDED LINE OF THE SOUTH CURB OF CENTER
 MJ0812'STREET, 50.8 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 MJ0812'A BRICK SKELLY SERVICE STATION, 25.7 FEET NORTHEAST OF THE
 MJ0812'NORTHEAST CORNER OF BRICK HOUSE NUMBER 1912 42ND STREET, 9.4
 MJ0812'FEET SOUTHEAST OF A 5-INCH CATALPA TREE, 7.6 FEET WEST OF THE
 MJ0812'WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF 42ND STREET,
 MJ0812'15.0 FEET WEST OF THE JUNCTION OF LINES ON TOP OF A 1 FOOT
 MJ0812'SQUARE CONCRETE REFERENCE BLOCK WHICH IS FLUSH WITH THE GROUND
 MJ0812'AND WHICH HAS USBM 15 AND A LINE POINTING TOWARDS THE BENCH
 MJ0812'MARK STENCILED ON THE TOP, SET IN THE TOP OF A CONCRETE POST
 MJ0812'0.1 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0108 ***********************************************************************
 LG0108  DESIGNATION -  N 257
 LG0108  PID         -  LG0108
 LG0108  STATE/COUNTY-  NE/OTOE
 LG0108  COUNTRY     -  US
 LG0108  USGS QUAD   -  DUNBAR (2017)
 LG0108
 LG0108                         *CURRENT SURVEY CONTROL
 LG0108  ______________________________________________________________________
 LG0108* NAD 83(1986) POSITION- 40 41 23.     (N) 096 01 49.     (W)   SCALED
 LG0108* NAVD 88 ORTHO HEIGHT -   345.034 (meters)     1132.00  (feet) ADJUSTED
 LG0108  ______________________________________________________________________
 LG0108  GEOID HEIGHT    -        -28.316 (meters)                     GEOID18
 LG0108  DYNAMIC HEIGHT  -        344.857 (meters)     1131.42  (feet) COMP
 LG0108  MODELED GRAVITY -    980,101.4   (mgal)                       NAVD 88
 LG0108
 LG0108  VERT ORDER      -  SECOND    CLASS 0
 LG0108
 LG0108.The horizontal coordinates were scaled from a map and have
 LG0108.an estimated accuracy of +/- 6 seconds.
 LG0108
 LG0108.The orthometric height was determined by differential leveling and
 LG0108.adjusted by the NATIONAL GEODETIC SURVEY
 LG0108.in June 1991.
 LG0108
 LG0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0108.GEOID18 height accuracy estimate available here.
 LG0108
 LG0108.Click photographs - Photos may exist for this station.
 LG0108
 LG0108.The dynamic height is computed by dividing the NAVD 88
 LG0108.geopotential number by the normal gravity value computed on the
 LG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0108.degrees latitude (g = 980.6199 gals.).
 LG0108
 LG0108.The modeled gravity was interpolated from observed gravity values.
 LG0108
 LG0108;                    North         East    Units  Estimated Accuracy
 LG0108;SPC NE       -   102,780.      835,360.      MT  (+/- 180 meters Scaled)
 LG0108
 LG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL509085(NAD 83)
 LG0108
 LG0108                          SUPERSEDED SURVEY CONTROL
 LG0108
 LG0108  NGVD 29 (??/??/92)  344.918  (m)         1131.62   (f) ADJ UNCH    2 0
 LG0108
 LG0108.Superseded values are not recommended for survey control.
 LG0108
 LG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0108.See file dsdata.pdf to determine how the superseded data were derived.
 LG0108
 LG0108_MARKER: DB = BENCH MARK DISK
 LG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0108_STAMPING: N 257 1947
 LG0108_MARK LOGO: CGS
 LG0108_PROJECTION: PROJECTING 3 CENTIMETERS
 LG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0108+STABILITY: SURFACE MOTION
 LG0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0108+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2020
 LG0108
 LG0108  HISTORY     - Date     Condition        Report By
 LG0108  HISTORY     - 1947     MONUMENTED       CGS
 LG0108  HISTORY     - 20200831 GOOD             NEGS
 LG0108
 LG0108                          STATION DESCRIPTION
 LG0108
 LG0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0108'1.6 MI N FROM DUNBAR.
 LG0108'1.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0108'DUNBAR, 211.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LG0108'FARMHOUSE, 115.0 FEET NORTH OF THE EAST END OF A CORRUGATED
 LG0108'IRON CULVERT, 34.0 FEET SOUTH OF THE SOUTH END OF A GATE, 29.8
 LG0108'FEET EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 LG0108'ROAD, 2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET WEST OF A
 LG0108'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0108'ABOVE THE GROUND.
 LG0108
 LG0108                          STATION RECOVERY (2020)
 LG0108
 LG0108'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0108'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 67,
 LG0108'NORTH OF DUNBAR, NE., GO NORTH ON NE. HIGHWAY 67 FOR 0.95 MI (1.53 KM)
 LG0108'TO THE MARK ON THE RIGHT (EAST) AT MILE POST 59.13.
 LG0108'
 LG0108'IT IS 0.7 FT (21 CM) EAST OF A PLASTIC FENCE, 0.6 FT (18 CM) WEST OF A
 LG0108'FIBERGLASS WITNESS POST AND 49 FT (14.9 M) SOUTH-SOUTHEAST OF A NAIL
 LG0108'IN A POWER POLE.  AN ELECTRIC FENCE IS ATTACHED TO THE EAST SIDE OF
 LG0108'THE PLASTIC FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0961 ***********************************************************************
 LF0961  DESIGNATION -  N 258
 LF0961  PID         -  LF0961
 LF0961  STATE/COUNTY-  NE/OTOE
 LF0961  COUNTRY     -  US
 LF0961  USGS QUAD   -  JULIAN (2017)
 LF0961
 LF0961                         *CURRENT SURVEY CONTROL
 LF0961  ______________________________________________________________________
 LF0961* NAD 83(1986) POSITION- 40 36 51.     (N) 095 46 59.     (W)   SCALED
 LF0961* NAVD 88 ORTHO HEIGHT -   277.909 (meters)      911.77  (feet) ADJUSTED
 LF0961  ______________________________________________________________________
 LF0961  GEOID HEIGHT    -        -29.608 (meters)                     GEOID18
 LF0961  DYNAMIC HEIGHT  -        277.763 (meters)      911.29  (feet) COMP
 LF0961  MODELED GRAVITY -    980,093.1   (mgal)                       NAVD 88
 LF0961
 LF0961  VERT ORDER      -  SECOND    CLASS 0
 LF0961
 LF0961.The horizontal coordinates were scaled from a map and have
 LF0961.an estimated accuracy of +/- 6 seconds.
 LF0961
 LF0961.The orthometric height was determined by differential leveling and
 LF0961.adjusted by the NATIONAL GEODETIC SURVEY
 LF0961.in June 1991.
 LF0961
 LF0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0961.GEOID18 height accuracy estimate available here.
 LF0961
 LF0961.Click photographs - Photos may exist for this station.
 LF0961
 LF0961.The dynamic height is computed by dividing the NAVD 88
 LF0961.geopotential number by the normal gravity value computed on the
 LF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0961.degrees latitude (g = 980.6199 gals.).
 LF0961
 LF0961.The modeled gravity was interpolated from observed gravity values.
 LF0961
 LF0961;                    North         East    Units  Estimated Accuracy
 LF0961;SPC NE       -    95,390.      856,630.      MT  (+/- 180 meters Scaled)
 LF0961
 LF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE645996(NAD 83)
 LF0961
 LF0961                          SUPERSEDED SURVEY CONTROL
 LF0961
 LF0961  NGVD 29 (??/??/92)  277.806  (m)          911.44   (f) ADJ UNCH    2 0
 LF0961
 LF0961.Superseded values are not recommended for survey control.
 LF0961
 LF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0961.See file dsdata.pdf to determine how the superseded data were derived.
 LF0961
 LF0961_MARKER: DB = BENCH MARK DISK
 LF0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0961_STAMPING: N 258 1947
 LF0961_MARK LOGO: CGS
 LF0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0961+STABILITY: SURFACE MOTION
 LF0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0961+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0961
 LF0961  HISTORY     - Date     Condition        Report By
 LF0961  HISTORY     - 1947     MONUMENTED       CGS
 LF0961  HISTORY     - 19870504 GOOD             NGS
 LF0961
 LF0961                          STATION DESCRIPTION
 LF0961
 LF0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0961'8 MI SE FROM NEBRASKA CITY.
 LF0961'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0961'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET,
 LF0961'STREET, THENCE 0.4 MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE
 LF0961'0.3 MILE SOUTHEAST ALONG AN ASPHALT STREET, THENCE 0.1 MILE
 LF0961'SOUTHWEST ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG
 LF0961'A GRAVELED STREET, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 LF0961'THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 LF0961'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 LF0961'GRAVELED ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, 110.4
 LF0961'FEET NORTH OF THE WEST END OF A CORRUGATED IRON CULVERT, 63.9
 LF0961'FEET SOUTH OF A 16-INCH COTTONWOOD TREE, 46.0 FEET WEST OF AND
 LF0961'2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 23.8 FEET NORTH
 LF0961'OF A 30-INCH COTTONWOOD TREE, 5.1 FEET WEST OF A FENCE, 2.0 FEET
 LF0961'NORTH OF A 4 X 4 MARKER POST, AT THE EAST EDGE OF A GROVE OF
 LF0961'COTTONWOOD TREES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0961'0.1 FOOT ABOVE THE GROUND.
 LF0961
 LF0961                          STATION RECOVERY (1987)
 LF0961
 LF0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0961'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) SOUTH ALONG
 LF0961'U.S. HIGHWAY 75, FROM THE SOUTH JUNCTION WITH STATE HIGHWAY 2, WHICH
 LF0961'IS ABOUT 1.6 KM (1.00 MI) SOUTH OF NEBRASKA CITY, TO THE ENTRANCE
 LF0961'ROAD TO THE NEBRASKA CITY POWER PLANT OF THE OMAHA PUBLIC POWER
 LF0961'DISTRICT ON THE LEFT, THEN 8.28 KM (5.15 MI) EAST, SOUTH AND EAST
 LF0961'ALONG THE PAVED ENTRANCE ROAD TO A GRADED ROAD ON THE RIGHT, THEN
 LF0961'0.64 KM (0.40 MI) SOUTH ALONG THE GRADED ROAD TO THE MARK ON THE
 LF0961'RIGHT, JUST NORTH FROM A SLOUGH, 33.65 M (110.4 FT) NORTH-NORTHWEST
 LF0961'FROM THE WEST END OF AN OLD CORRUGATED METAL CULVERT, 14.0 M
 LF0961'(45.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 1.52 M (5.0 FT) WEST
 LF0961'FROM AN OLD NORTH/SOUTH FENCELINE, 0.61 M (2.0 FT) SOUTH FROM A
 LF0961'WITNESS POST, 0.3 M (1.0 FT) NORTH FROM ANOTHER WITNESS POST, 0.6 M
 LF0961'(2.0 FT) BELOW THE ROAD AND SET INTO THE TOP OF A CONCRETE POST THAT
 LF0961'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0195 ***********************************************************************
 LJ0195  DESIGNATION -  N 26
 LJ0195  PID         -  LJ0195
 LJ0195  STATE/COUNTY-  NE/HITCHCOCK
 LJ0195  COUNTRY     -  US
 LJ0195  USGS QUAD   -  STRATTON (2017)
 LJ0195
 LJ0195                         *CURRENT SURVEY CONTROL
 LJ0195  ______________________________________________________________________
 LJ0195* NAD 83(1986) POSITION- 40 08 48.01   (N) 101 13 39.15   (W)   HD_HELD1
 LJ0195* NAVD 88 ORTHO HEIGHT -   853.068 (meters)     2798.77  (feet) ADJUSTED
 LJ0195  ______________________________________________________________________
 LJ0195  GEOID HEIGHT    -        -23.482 (meters)                     GEOID18
 LJ0195  DYNAMIC HEIGHT  -        852.471 (meters)     2796.82  (feet) COMP
 LJ0195  MODELED GRAVITY -    979,897.2   (mgal)                       NAVD 88
 LJ0195
 LJ0195  VERT ORDER      -  FIRST     CLASS II
 LJ0195
 LJ0195.The horizontal coordinates were determined by differentially corrected
 LJ0195.hand held GPS observations or other comparable positioning techniques
 LJ0195.and have an estimated accuracy of +/- 3 meters.
 LJ0195
 LJ0195.The orthometric height was determined by differential leveling and
 LJ0195.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0195.in June 1991.
 LJ0195
 LJ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0195.GEOID18 height accuracy estimate available here.
 LJ0195
 LJ0195.Click photographs - Photos may exist for this station.
 LJ0195
 LJ0195.The dynamic height is computed by dividing the NAVD 88
 LJ0195.geopotential number by the normal gravity value computed on the
 LJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0195.degrees latitude (g = 980.6199 gals.).
 LJ0195
 LJ0195.The modeled gravity was interpolated from observed gravity values.
 LJ0195
 LJ0195;                    North         East    Units  Estimated Accuracy
 LJ0195;SPC NE       -    35,533.8     395,410.2     MT  (+/- 3 meters HH1 GPS) 
 LJ0195
 LJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1025646415(NAD 83)
 LJ0195
 LJ0195                          SUPERSEDED SURVEY CONTROL
 LJ0195
 LJ0195  NGVD 29 (??/??/92)  852.724  (m)         2797.65   (f) ADJ UNCH    1 2
 LJ0195
 LJ0195.Superseded values are not recommended for survey control.
 LJ0195
 LJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0195.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0195
 LJ0195_MARKER: DB = BENCH MARK DISK
 LJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0195_STAMPING: 2797.645 N 26 1933
 LJ0195_MARK LOGO: CGS
 LJ0195_PROJECTION: PROJECTING 10 CENTIMETERS
 LJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0195+STABILITY: SURFACE MOTION
 LJ0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0195+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2020
 LJ0195
 LJ0195  HISTORY     - Date     Condition        Report By
 LJ0195  HISTORY     - 1933     MONUMENTED       CGS
 LJ0195  HISTORY     - 1941     GOOD             CGS
 LJ0195  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0195  HISTORY     - 20070320 GOOD             NEDR
 LJ0195  HISTORY     - 20201119 GOOD             NEGS
 LJ0195
 LJ0195                          STATION DESCRIPTION
 LJ0195
 LJ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0195'AT STRATTON.
 LJ0195'AT STRATTON, HITCHCOCK COUNTY, 116 FEET SOUTHEAST OF THE
 LJ0195'SOUTHEAST CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0195'STATION, 115 FEET WEST OF MILEPOST 321, AND 30 FEET SOUTH OF THE
 LJ0195'SOUTH RAIL OF THE MAIN TRACK, 28 FEET SOUTHEAST OF A SWITCH
 LJ0195'STAND, AND 4 FEET WEST OF A TELEPHONE POLE.  A STANDARD DISK,
 LJ0195'STAMPED N 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LJ0195'4 INCHES ABOVE GROUND.  NOW STAMPED 2797.645 N 26 1933.
 LJ0195
 LJ0195                          STATION RECOVERY (1977)
 LJ0195
 LJ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0195'MARK NOT FOUND.
 LJ0195
 LJ0195                          STATION RECOVERY (2007)
 LJ0195
 LJ0195'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AB)
 LJ0195'RECOVERED IN GOOD CONDITION.
 LJ0195
 LJ0195                          STATION RECOVERY (2020)
 LJ0195
 LJ0195'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LJ0195'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND BEAVER AVENUE IN
 LJ0195'STRATTON, NE., GO SOUTH ON BEAVER AVENUE FOR APPROXIMATELY 0.15 MI
 LJ0195'(0.24 KM) TO THE T INTERSECTION WITH SOUTH AVENUE (EAST).  TURN LEFT
 LJ0195'AND GO EAST ON SOUTH AVENUE.  APPROXIMATELY 0.15 MI (0.24 KM) TO THE
 LJ0195'MARK ON THE LEFT (NNW).  THE MARK IS 30.0 FT (9.1 M) SOUTH-SOUTHEAST
 LJ0195'OF THE SOUTH RAIL OF MAIN TRACK, APPROXIMATELY 48.0 FT (14.6 M)
 LJ0195'NORTH-NORTHWEST OF SOUTH AVENUE AND NEAR AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0754 ***********************************************************************
 LF0754  DESIGNATION -  N 260
 LF0754  PID         -  LF0754
 LF0754  STATE/COUNTY-  NE/NEMAHA
 LF0754  COUNTRY     -  US
 LF0754  USGS QUAD   -  NEMAHA (2017)
 LF0754
 LF0754                         *CURRENT SURVEY CONTROL
 LF0754  ______________________________________________________________________
 LF0754* NAD 83(1986) POSITION- 40 20 12.62   (N) 095 40 26.80   (W)   HD_HELD1
 LF0754* NAVD 88 ORTHO HEIGHT -   278.725 (meters)      914.45  (feet) ADJUSTED
 LF0754  ______________________________________________________________________
 LF0754  GEOID HEIGHT    -        -30.046 (meters)                     GEOID18
 LF0754  DYNAMIC HEIGHT  -        278.578 (meters)      913.97  (feet) COMP
 LF0754  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LF0754
 LF0754  VERT ORDER      -  SECOND    CLASS 0
 LF0754
 LF0754.The horizontal coordinates were determined by differentially corrected
 LF0754.hand held GPS observations or other comparable positioning techniques
 LF0754.and have an estimated accuracy of +/- 3 meters.
 LF0754
 LF0754.The orthometric height was determined by differential leveling and
 LF0754.adjusted by the NATIONAL GEODETIC SURVEY
 LF0754.in June 1991.
 LF0754
 LF0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0754.GEOID18 height accuracy estimate available here.
 LF0754
 LF0754.Click photographs - Photos may exist for this station.
 LF0754
 LF0754.The dynamic height is computed by dividing the NAVD 88
 LF0754.geopotential number by the normal gravity value computed on the
 LF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0754.degrees latitude (g = 980.6199 gals.).
 LF0754
 LF0754.The modeled gravity was interpolated from observed gravity values.
 LF0754
 LF0754;                    North         East    Units  Estimated Accuracy
 LF0754;SPC NE       -    65,098.2     867,379.8     MT  (+/- 3 meters HH1 GPS) 
 LF0754
 LF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7285068576(NAD 83)
 LF0754
 LF0754                          SUPERSEDED SURVEY CONTROL
 LF0754
 LF0754  NGVD 29 (??/??/92)  278.651  (m)          914.21   (f) ADJ UNCH    2 0
 LF0754
 LF0754.Superseded values are not recommended for survey control.
 LF0754
 LF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0754.See file dsdata.pdf to determine how the superseded data were derived.
 LF0754
 LF0754_MARKER: DB = BENCH MARK DISK
 LF0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0754_STAMPING: N 260 1947
 LF0754_MARK LOGO: CGS
 LF0754_PROJECTION: FLUSH
 LF0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0754+STABILITY: SURFACE MOTION
 LF0754
 LF0754  HISTORY     - Date     Condition        Report By
 LF0754  HISTORY     - 1947     MONUMENTED       CGS
 LF0754  HISTORY     - 20130619 GOOD             JEOCON
 LF0754  HISTORY     - 20140214 GOOD             USACEO
 LF0754
 LF0754                          STATION DESCRIPTION
 LF0754
 LF0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0754'AT NEMAHA.
 LF0754'AT NEMAHA, AT THE WEST CORNER OF THE METHODIST CHURCH YARD, 0.15
 LF0754'MILE SOUTHWEST OF THE POST OFFICE, 155.0 FEET SOUTHWEST OF THE
 LF0754'CENTER OF A CROSS STREET, 38.0 FEET SOUTHEAST OF THE CENTER OF
 LF0754'FIRST STREET (STATE HIGHWAY NO. 67), 30.3 FEET SOUTHWEST OF THE
 LF0754'CENTER OF THE CONCRETE WALK LEADING TO THE ENTRANCE TO THE CHURCH,
 LF0754'25.8 FEET WEST OF THE WEST CORNER OF THE CHURCH BUILDING, 2.0
 LF0754'FEET NORTHEAST OF A REFERENCE POST, 0.5 FOOT SOUTHEAST OF THE
 LF0754'SOUTHEAST EDGE OF A CONCRETE WALK, SET IN A CONCRETE POST
 LF0754'ABOUT FLUSH WITH THE TOP OF A CONCRETE WALK.
 LF0754
 LF0754                          STATION RECOVERY (2013)
 LF0754
 LF0754'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0754'RECOVERED IN GOOD CONDITION.
 LF0754
 LF0754                          STATION RECOVERY (2014)
 LF0754
 LF0754'RECOVERY NOTE BY USACE OMAHA 2014 (MFT)
 LF0754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0854 ***********************************************************************
 NM0854  DESIGNATION -  N 261
 NM0854  PID         -  NM0854
 NM0854  STATE/COUNTY-  NE/DIXON
 NM0854  COUNTRY     -  US
 NM0854  USGS QUAD   -  PONCA (2017)
 NM0854
 NM0854                         *CURRENT SURVEY CONTROL
 NM0854  ______________________________________________________________________
 NM0854* NAD 83(1986) POSITION- 42 33 48.     (N) 096 42 19.     (W)   SCALED
 NM0854* NAVD 88 ORTHO HEIGHT -   349.339 (meters)     1146.12  (feet) ADJUSTED
 NM0854  ______________________________________________________________________
 NM0854  GEOID HEIGHT    -        -25.559 (meters)                     GEOID18
 NM0854  DYNAMIC HEIGHT  -        349.230 (meters)     1145.77  (feet) COMP
 NM0854  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 NM0854
 NM0854  VERT ORDER      -  SECOND    CLASS 0
 NM0854
 NM0854.The horizontal coordinates were scaled from a map and have
 NM0854.an estimated accuracy of +/- 6 seconds.
 NM0854
 NM0854.The orthometric height was determined by differential leveling and
 NM0854.adjusted by the NATIONAL GEODETIC SURVEY
 NM0854.in June 1991.
 NM0854
 NM0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0854.GEOID18 height accuracy estimate available here.
 NM0854
 NM0854.Click photographs - Photos may exist for this station.
 NM0854
 NM0854.The dynamic height is computed by dividing the NAVD 88
 NM0854.geopotential number by the normal gravity value computed on the
 NM0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0854.degrees latitude (g = 980.6199 gals.).
 NM0854
 NM0854.The modeled gravity was interpolated from observed gravity values.
 NM0854
 NM0854;                    North         East    Units  Estimated Accuracy
 NM0854;SPC NE       -   308,270.      770,440.      MT  (+/- 180 meters Scaled)
 NM0854
 NM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN883148(NAD 83)
 NM0854
 NM0854                          SUPERSEDED SURVEY CONTROL
 NM0854
 NM0854  NGVD 29 (??/??/92)  349.163  (m)         1145.55   (f) ADJ UNCH    2 0
 NM0854
 NM0854.Superseded values are not recommended for survey control.
 NM0854
 NM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0854.See file dsdata.pdf to determine how the superseded data were derived.
 NM0854
 NM0854_MARKER: DB = BENCH MARK DISK
 NM0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0854_STAMPING: N 261 1948
 NM0854_MARK LOGO: CGS
 NM0854_PROJECTION: FLUSH
 NM0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0854+STABILITY: SURFACE MOTION
 NM0854
 NM0854  HISTORY     - Date     Condition        Report By
 NM0854  HISTORY     - 1948     MONUMENTED       CGS
 NM0854  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0854
 NM0854                          STATION DESCRIPTION
 NM0854
 NM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0854'AT PONCA.
 NM0854'AT PONCA, AT THE NORTHEAST CORNER OF THE CITY PARK, 16.1 FEET
 NM0854'SOUTH OF THE SOUTH CURB OF A EAST-WEST DIRT STREET, 12.9 FEET WEST
 NM0854'OF THE WEST CURB OF STATE HIGHWAY NO. 9, 1.5 FEET NORTH OF THE
 NM0854'NORTH EDGE OF A EAST-WEST SIDEWALK, 1.4 FEET WEST OF THE WEST EDGE
 NM0854'OF A NORTH-SOUTH SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 NM0854'AND LEVEL WITH THE GROUND.
 NM0854
 NM0854                          STATION RECOVERY (2020)
 NM0854
 NM0854'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0854'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0216 ***********************************************************************
 NM0216  DESIGNATION -  N 262
 NM0216  PID         -  NM0216
 NM0216  STATE/COUNTY-  NE/DAKOTA
 NM0216  COUNTRY     -  US
 NM0216  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0216
 NM0216                         *CURRENT SURVEY CONTROL
 NM0216  ______________________________________________________________________
 NM0216* NAD 83(1986) POSITION- 42 28 29.     (N) 096 28 12.     (W)   SCALED
 NM0216* NAVD 88 ORTHO HEIGHT -   335.556 (meters)     1100.90  (feet) ADJUSTED
 NM0216  ______________________________________________________________________
 NM0216  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 NM0216  DYNAMIC HEIGHT  -        335.449 (meters)     1100.55  (feet) COMP
 NM0216  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 NM0216
 NM0216  VERT ORDER      -  SECOND    CLASS 0
 NM0216
 NM0216.The horizontal coordinates were scaled from a map and have
 NM0216.an estimated accuracy of +/- 6 seconds.
 NM0216
 NM0216.The orthometric height was determined by differential leveling and
 NM0216.adjusted by the NATIONAL GEODETIC SURVEY
 NM0216.in June 1991.
 NM0216
 NM0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0216.GEOID18 height accuracy estimate available here.
 NM0216
 NM0216.Click photographs - Photos may exist for this station.
 NM0216
 NM0216.The dynamic height is computed by dividing the NAVD 88
 NM0216.geopotential number by the normal gravity value computed on the
 NM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0216.degrees latitude (g = 980.6199 gals.).
 NM0216
 NM0216.The modeled gravity was interpolated from observed gravity values.
 NM0216
 NM0216;                    North         East    Units  Estimated Accuracy
 NM0216;SPC NE       -   299,200.      790,140.      MT  (+/- 180 meters Scaled)
 NM0216
 NM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN079055(NAD 83)
 NM0216
 NM0216                          SUPERSEDED SURVEY CONTROL
 NM0216
 NM0216  NGVD 29 (??/??/92)  335.390  (m)         1100.36   (f) ADJ UNCH    2 0
 NM0216
 NM0216.Superseded values are not recommended for survey control.
 NM0216
 NM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0216.See file dsdata.pdf to determine how the superseded data were derived.
 NM0216
 NM0216_MARKER: DB = BENCH MARK DISK
 NM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0216_STAMPING: N 262 1948
 NM0216_MARK LOGO: CGS
 NM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0216+STABILITY: SURFACE MOTION
 NM0216
 NM0216  HISTORY     - Date     Condition        Report By
 NM0216  HISTORY     - 1948     MONUMENTED       CGS
 NM0216
 NM0216                          STATION DESCRIPTION
 NM0216
 NM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0216'3.8 MI W FROM SOUTH SIOUX CITY.
 NM0216'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0216'AT SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0216'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST
 NM0216'ALONG A GRAVEL ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 NM0216'ROAD, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.6 MILE
 NM0216'WEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NM0216'LEADING EAST AND SOUTH, 49.1 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NM0216'CORNER OF A FARMHOUSE, 59.0 FEET NORTHWEST OF THE CENTER LINE OF
 NM0216'THE ROAD, 17.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD,
 NM0216'17.0 FEET SOUTH OF A SOUTHWEST GATE POST, 1.0 FOOT EAST OF A FENCE,
 NM0216'1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0216'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0618 ***********************************************************************
 LF0618  DESIGNATION -  N 266
 LF0618  PID         -  LF0618
 LF0618  STATE/COUNTY-  NE/RICHARDSON
 LF0618  COUNTRY     -  US
 LF0618  USGS QUAD   -  BARADA (2017)
 LF0618
 LF0618                         *CURRENT SURVEY CONTROL
 LF0618  ______________________________________________________________________
 LF0618* NAD 83(1986) POSITION- 40 14 22.     (N) 095 31 29.     (W)   SCALED
 LF0618* NAVD 88 ORTHO HEIGHT -   365.709 (meters)     1199.83  (feet) ADJUSTED
 LF0618  ______________________________________________________________________
 LF0618  GEOID HEIGHT    -        -30.496 (meters)                     GEOID18
 LF0618  DYNAMIC HEIGHT  -        365.507 (meters)     1199.17  (feet) COMP
 LF0618  MODELED GRAVITY -    980,061.8   (mgal)                       NAVD 88
 LF0618
 LF0618  VERT ORDER      -  SECOND    CLASS 0
 LF0618
 LF0618.The horizontal coordinates were scaled from a map and have
 LF0618.an estimated accuracy of +/- 6 seconds.
 LF0618
 LF0618.The orthometric height was determined by differential leveling and
 LF0618.adjusted by the NATIONAL GEODETIC SURVEY
 LF0618.in June 1991.
 LF0618
 LF0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0618.GEOID18 height accuracy estimate available here.
 LF0618
 LF0618.Click photographs - Photos may exist for this station.
 LF0618
 LF0618.The dynamic height is computed by dividing the NAVD 88
 LF0618.geopotential number by the normal gravity value computed on the
 LF0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0618.degrees latitude (g = 980.6199 gals.).
 LF0618
 LF0618.The modeled gravity was interpolated from observed gravity values.
 LF0618
 LF0618;                    North         East    Units  Estimated Accuracy
 LF0618;SPC NE       -    54,950.      880,620.      MT  (+/- 180 meters Scaled)
 LF0618
 LF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE852573(NAD 83)
 LF0618
 LF0618                          SUPERSEDED SURVEY CONTROL
 LF0618
 LF0618  NGVD 29 (??/??/92)  365.637  (m)         1199.59   (f) ADJ UNCH    2 0
 LF0618
 LF0618.Superseded values are not recommended for survey control.
 LF0618
 LF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0618.See file dsdata.pdf to determine how the superseded data were derived.
 LF0618
 LF0618_MARKER: DB = BENCH MARK DISK
 LF0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0618_STAMPING: N 266 1947
 LF0618_MARK LOGO: CGS
 LF0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0618+STABILITY: SURFACE MOTION
 LF0618
 LF0618  HISTORY     - Date     Condition        Report By
 LF0618  HISTORY     - 1947     MONUMENTED       CGS
 LF0618
 LF0618                          STATION DESCRIPTION
 LF0618
 LF0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0618'4.6 MI E FROM BARADA.
 LF0618'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0618'SCHOOL AT BARADA, ABOUT 300 FEET SOUTHEAST OF A SHARP CURVE IN
 LF0618'THE ROAD AND AT THE JUNCTION OF A ROAD LEADING EAST DOWN A STEEP
 LF0618'HILL AND TO THE LESTER DUNN FARM HOUSE AND THE MISSOURI RIVER
 LF0618'FLAT LAND FARMS, 27.0 FEET SOUTH OF THE CENTER OF THE ROAD
 LF0618'LEADING EAST, 24.0 FEET NORTHEAST OF THE CENTER OF THE
 LF0618'NORTHWEST-SOUTHEAST ROAD, 1.5 FOOT SOUTH OF A REFERENCE POST,
 LF0618'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING
 LF0618'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0644 ***********************************************************************
 LF0644  DESIGNATION -  N 267
 LF0644  PID         -  LF0644
 LF0644  STATE/COUNTY-  NE/RICHARDSON
 LF0644  COUNTRY     -  US
 LF0644  USGS QUAD   -  VERDON (2017)
 LF0644
 LF0644                         *CURRENT SURVEY CONTROL
 LF0644  ______________________________________________________________________
 LF0644* NAD 83(1986) POSITION- 40 08 44.     (N) 095 40 50.     (W)   SCALED
 LF0644* NAVD 88 ORTHO HEIGHT -   293.599 (meters)      963.25  (feet) ADJUSTED
 LF0644  ______________________________________________________________________
 LF0644  GEOID HEIGHT    -        -30.236 (meters)                     GEOID18
 LF0644  DYNAMIC HEIGHT  -        293.437 (meters)      962.72  (feet) COMP
 LF0644  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 LF0644
 LF0644  VERT ORDER      -  SECOND    CLASS 0
 LF0644
 LF0644.The horizontal coordinates were scaled from a map and have
 LF0644.an estimated accuracy of +/- 6 seconds.
 LF0644
 LF0644.The orthometric height was determined by differential leveling and
 LF0644.adjusted by the NATIONAL GEODETIC SURVEY
 LF0644.in June 1991.
 LF0644
 LF0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0644.GEOID18 height accuracy estimate available here.
 LF0644
 LF0644.Click photographs - Photos may exist for this station.
 LF0644
 LF0644.The dynamic height is computed by dividing the NAVD 88
 LF0644.geopotential number by the normal gravity value computed on the
 LF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0644.degrees latitude (g = 980.6199 gals.).
 LF0644
 LF0644.The modeled gravity was interpolated from observed gravity values.
 LF0644
 LF0644;                    North         East    Units  Estimated Accuracy
 LF0644;SPC NE       -    43,860.      867,890.      MT  (+/- 180 meters Scaled)
 LF0644
 LF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE716473(NAD 83)
 LF0644
 LF0644                          SUPERSEDED SURVEY CONTROL
 LF0644
 LF0644  NGVD 29 (??/??/92)  293.533  (m)          963.03   (f) ADJ UNCH    2 0
 LF0644
 LF0644.Superseded values are not recommended for survey control.
 LF0644
 LF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0644.See file dsdata.pdf to determine how the superseded data were derived.
 LF0644
 LF0644_MARKER: DB = BENCH MARK DISK
 LF0644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0644_SP_SET: CULVERT HEADWALL
 LF0644_STAMPING: N 267 1947
 LF0644_MARK LOGO: CGS
 LF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0644+STABILITY: SURFACE MOTION
 LF0644
 LF0644  HISTORY     - Date     Condition        Report By
 LF0644  HISTORY     - 1947     MONUMENTED       CGS
 LF0644  HISTORY     - 1974     GOOD             NGS
 LF0644  HISTORY     - 1975     GOOD             NGS
 LF0644
 LF0644                          STATION DESCRIPTION
 LF0644
 LF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0644'1.6 MI E FROM VERDON.
 LF0644'1.65 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0644'PACIFIC RAILROAD STATION AT VERDON, AT THE CROSSING OF A CREEK,
 LF0644'19.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE
 LF0644'WEST END OF THE NORTH HEAD WALL OF A 10 X 20 FOOT DOUBLE PASSAGE
 LF0644'CONCRETE CULVERT UNDER THE HIGHWAY AND ABOUT 1 FOOT BELOW THE
 LF0644'HIGHWAY.
 LF0644
 LF0644                          STATION RECOVERY (1974)
 LF0644
 LF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0644'RECOVERED IN GOOD CONDITION.
 LF0644
 LF0644                          STATION RECOVERY (1975)
 LF0644
 LF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0645 ***********************************************************************
 LF0645  DESIGNATION -  N 267 RESET
 LF0645  PID         -  LF0645
 LF0645  STATE/COUNTY-  NE/RICHARDSON
 LF0645  COUNTRY     -  US
 LF0645  USGS QUAD   -  VERDON (2017)
 LF0645
 LF0645                         *CURRENT SURVEY CONTROL
 LF0645  ______________________________________________________________________
 LF0645* NAD 83(1986) POSITION- 40 08 44.     (N) 095 40 50.     (W)   SCALED
 LF0645* NAVD 88 ORTHO HEIGHT -   292.32  (+/-2cm)      959.1   (feet) VERTCON
 LF0645  ______________________________________________________________________
 LF0645  GEOID HEIGHT    -        -30.236 (meters)                     GEOID18
 LF0645  VERT ORDER      -  THIRD (See Below)
 LF0645
 LF0645.The horizontal coordinates were scaled from a map and have
 LF0645.an estimated accuracy of +/- 6 seconds.
 LF0645
 LF0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0645
 LF0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0645.GEOID18 height accuracy estimate available here.
 LF0645
 LF0645.The vertical order pertains to the NGVD 29 superseded value.
 LF0645
 LF0645.Click photographs - Photos may exist for this station.
 LF0645
 LF0645;                    North         East    Units  Estimated Accuracy
 LF0645;SPC NE       -    43,860.      867,890.      MT  (+/- 180 meters Scaled)
 LF0645
 LF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE716473(NAD 83)
 LF0645
 LF0645                          SUPERSEDED SURVEY CONTROL
 LF0645
 LF0645  NGVD 29 (01/31/13)  292.26   (m)          958.9    (f) RESET       3  
 LF0645
 LF0645.Superseded values are not recommended for survey control.
 LF0645
 LF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0645.See file dsdata.pdf to determine how the superseded data were derived.
 LF0645
 LF0645_MARKER: DV = VERTICAL CONTROL DISK
 LF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0645_STAMPING: N 267 RESET 1975
 LF0645_MARK LOGO: NGS
 LF0645_PROJECTION: FLUSH
 LF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0645+STABILITY: SURFACE MOTION
 LF0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0645+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2017
 LF0645
 LF0645  HISTORY     - Date     Condition        Report By
 LF0645  HISTORY     - 1975     MONUMENTED       NGS
 LF0645  HISTORY     - 20120710 GOOD             NEDR
 LF0645  HISTORY     - 20170711 GOOD             INDIV
 LF0645
 LF0645                          STATION DESCRIPTION
 LF0645
 LF0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0645'1.6 MI E FROM VERDON.
 LF0645'1.65 MILES EAST ON U.S. HIGHWAY 73 FROM THE HIGHWAY OVERPASS
 LF0645'IN VERDON, ON THE SOUTH SIDE OF THE HIGHWAY AND ON THE WEST
 LF0645'SIDE OF A CREEK, 131.5 FEET SOUTH OF THE CENTER OF HIGHWAY 73,
 LF0645'14 FEET SOUTH-SOUTHWEST OF A POWER POLE AND 6 INCHES NORTH OF
 LF0645'A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH MARK STAMPED
 LF0645'N 267 RESET 1975 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 LF0645
 LF0645                          STATION RECOVERY (2012)
 LF0645
 LF0645'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0645'THE ELEVATION WE GOT ON IT IS 958.784 88 DATUM IN FEET.
 LF0645
 LF0645                          STATION RECOVERY (2017)
 LF0645
 LF0645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017
 LF0645'RECOVERED AS DESCRIBED, MARK IS LOCATED 14.1 FEET SOUTHWEST OF THE
 LF0645'NEAR FACE POWER POLE WITH GUY WIRE, 4.4 FEET SOUTHWEST OF A GUY WIRE
 LF0645'ANCHOR AT GROUND LEVEL, 7.1 FEET WEST SOUTHWEST OF BOTTOM WITNESS
 LF0645'POST. ALSO 131 FEET SOUTH OF CENTERLINE HWY 73, NEAR MILE POST 14.04.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0228 ***********************************************************************
 LH0228  DESIGNATION -  N 268
 LH0228  PID         -  LH0228
 LH0228  STATE/COUNTY-  NE/WEBSTER
 LH0228  COUNTRY     -  US
 LH0228  USGS QUAD   -  GUIDE ROCK (2017)
 LH0228
 LH0228                         *CURRENT SURVEY CONTROL
 LH0228  ______________________________________________________________________
 LH0228* NAD 83(1986) POSITION- 40 04 12.     (N) 098 19 48.     (W)   SCALED
 LH0228* NAVD 88 ORTHO HEIGHT -   503.162 (meters)     1650.79  (feet) ADJUSTED
 LH0228  ______________________________________________________________________
 LH0228  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 LH0228  DYNAMIC HEIGHT  -        502.864 (meters)     1649.81  (feet) COMP
 LH0228  MODELED GRAVITY -    980,018.2   (mgal)                       NAVD 88
 LH0228
 LH0228  VERT ORDER      -  FIRST     CLASS II
 LH0228
 LH0228.The horizontal coordinates were scaled from a map and have
 LH0228.an estimated accuracy of +/- 6 seconds.
 LH0228
 LH0228.The orthometric height was determined by differential leveling and
 LH0228.adjusted by the NATIONAL GEODETIC SURVEY
 LH0228.in June 1991.
 LH0228
 LH0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0228.GEOID18 height accuracy estimate available here.
 LH0228
 LH0228.Click photographs - Photos may exist for this station.
 LH0228
 LH0228.The dynamic height is computed by dividing the NAVD 88
 LH0228.geopotential number by the normal gravity value computed on the
 LH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0228.degrees latitude (g = 980.6199 gals.).
 LH0228
 LH0228.The modeled gravity was interpolated from observed gravity values.
 LH0228
 LH0228;                    North         East    Units  Estimated Accuracy
 LH0228;SPC NE       -    27,650.      642,450.      MT  (+/- 180 meters Scaled)
 LH0228
 LH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571357(NAD 83)
 LH0228
 LH0228                          SUPERSEDED SURVEY CONTROL
 LH0228
 LH0228  NGVD 29 (??/??/92)  502.960  (m)         1650.13   (f) ADJ UNCH    1 2
 LH0228
 LH0228.Superseded values are not recommended for survey control.
 LH0228
 LH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0228.See file dsdata.pdf to determine how the superseded data were derived.
 LH0228
 LH0228_MARKER: DB = BENCH MARK DISK
 LH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0228_STAMPING: N 268 1947
 LH0228_MARK LOGO: CGS
 LH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0228+STABILITY: SURFACE MOTION
 LH0228
 LH0228  HISTORY     - Date     Condition        Report By
 LH0228  HISTORY     - 1947     MONUMENTED       CGS
 LH0228  HISTORY     - 20091029 MARK NOT FOUND   NEDR
 LH0228
 LH0228                          STATION DESCRIPTION
 LH0228
 LH0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0228'AT GUIDE ROCK.
 LH0228'AT GUIDE ROCK, AT THE NORTHWEST CORNER OF A RAILROAD PARK, 77.4
 LH0228'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHICAGO, BURLINGTON
 LH0228'AND QUINCY RAILROAD STATION, 54.8 FEET SOUTH OF THE SOUTH RAIL
 LH0228'OF THE MAIN TRACK, 47.0 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LH0228'NO. 78, BETWEEN THE FIRST AND SECOND TREES FROM THE NORTH END
 LH0228'OF A ROW OF LARGE ELM TREES, 10.0 FEET NORTH OF THE NORTH EDGE
 LH0228'OF THE SECOND TREE (A 2 1/2-FOOT ELM TREE) AND 4.2 FEET SOUTH
 LH0228'OF THE SOUTH EDGE OF THE NORTH TREE (A 2 1/2-FOOT ELM TREE)
 LH0228'OF THE ROW OF TREES, 1.8 FOOT NORTH OF A REFERENCE POST, SET
 LH0228'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE RAILROAD
 LH0228'TRACK AND PROJECTING 0.2 FOOT.
 LH0228
 LH0228                          STATION RECOVERY (2009)
 LH0228
 LH0228'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LH0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0066 ***********************************************************************
 LH0066  DESIGNATION -  N 269
 LH0066  PID         -  LH0066
 LH0066  STATE/COUNTY-  NE/HALL
 LH0066  COUNTRY     -  US
 LH0066  USGS QUAD   -  GRAND ISLAND (2017)
 LH0066
 LH0066                         *CURRENT SURVEY CONTROL
 LH0066  ______________________________________________________________________
 LH0066* NAD 83(1986) POSITION- 40 56 42.     (N) 098 17 32.     (W)   SCALED
 LH0066* NAVD 88 ORTHO HEIGHT -   556.964 (meters)     1827.31  (feet) ADJUSTED
 LH0066  ______________________________________________________________________
 LH0066  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 LH0066  DYNAMIC HEIGHT  -        556.672 (meters)     1826.35  (feet) COMP
 LH0066  MODELED GRAVITY -    980,081.3   (mgal)                       NAVD 88
 LH0066
 LH0066  VERT ORDER      -  FIRST     CLASS II
 LH0066
 LH0066.The horizontal coordinates were scaled from a map and have
 LH0066.an estimated accuracy of +/- 6 seconds.
 LH0066
 LH0066.The orthometric height was determined by differential leveling and
 LH0066.adjusted by the NATIONAL GEODETIC SURVEY
 LH0066.in June 1991.
 LH0066
 LH0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0066.GEOID18 height accuracy estimate available here.
 LH0066
 LH0066.Click photographs - Photos may exist for this station.
 LH0066
 LH0066.The dynamic height is computed by dividing the NAVD 88
 LH0066.geopotential number by the normal gravity value computed on the
 LH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0066.degrees latitude (g = 980.6199 gals.).
 LH0066
 LH0066.The modeled gravity was interpolated from observed gravity values.
 LH0066
 LH0066;                    North         East    Units  Estimated Accuracy
 LH0066;SPC NE       -   124,850.      643,750.      MT  (+/- 180 meters Scaled)
 LH0066
 LH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL595328(NAD 83)
 LH0066
 LH0066                          SUPERSEDED SURVEY CONTROL
 LH0066
 LH0066  NGVD 29 (??/??/92)  556.716  (m)         1826.49   (f) ADJ UNCH    1 2
 LH0066
 LH0066.Superseded values are not recommended for survey control.
 LH0066
 LH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0066.See file dsdata.pdf to determine how the superseded data were derived.
 LH0066
 LH0066_MARKER: DB = BENCH MARK DISK
 LH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0066_STAMPING: N 269 1947
 LH0066_MARK LOGO: CGS
 LH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0066+STABILITY: SURFACE MOTION
 LH0066
 LH0066  HISTORY     - Date     Condition        Report By
 LH0066  HISTORY     - 1947     MONUMENTED       CGS
 LH0066
 LH0066                          STATION DESCRIPTION
 LH0066
 LH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0066'2.8 MI NE FROM GRAND ISLAND.
 LH0066'2.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 LH0066'STATION AT GRAND ISLAND, AT A ROAD CROSSING, 277.0 FEET NORTHEAST
 LH0066'OF THE CENTER OF THE ROAD CROSSING, 41.4 FEET SOUTHEAST OF THE
 LH0066'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 38.3 FEET NORTHEAST OF
 LH0066'A CONCRETE POST AT THE NORTHEAST END OF A WIRE GATE, 21.2 FEET
 LH0066'NORTHEAST OF THE SECOND POLE NORTHEAST OF MILEPOST 144, 2.0
 LH0066'FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A
 LH0066'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT
 LH0066'ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0265 ***********************************************************************
 NO0265  DESIGNATION -  N 27
 NO0265  PID         -  NO0265
 NO0265  STATE/COUNTY-  NE/GRANT
 NO0265  COUNTRY     -  US
 NO0265  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0265
 NO0265                         *CURRENT SURVEY CONTROL
 NO0265  ______________________________________________________________________
 NO0265* NAD 83(1986) POSITION- 42 00 06.29   (N) 101 45 53.93   (W)   HD_HELD1
 NO0265* NAVD 88 ORTHO HEIGHT -  1137.996 (meters)     3733.58  (feet) ADJUSTED
 NO0265  ______________________________________________________________________
 NO0265  GEOID HEIGHT    -        -19.351 (meters)                     GEOID18
 NO0265  DYNAMIC HEIGHT  -       1137.361 (meters)     3731.49  (feet) COMP
 NO0265  MODELED GRAVITY -    980,024.9   (mgal)                       NAVD 88
 NO0265
 NO0265  VERT ORDER      -  SECOND    CLASS 0
 NO0265
 NO0265.The horizontal coordinates were determined by differentially corrected
 NO0265.hand held GPS observations or other comparable positioning techniques
 NO0265.and have an estimated accuracy of +/- 3 meters.
 NO0265
 NO0265.The orthometric height was determined by differential leveling and
 NO0265.adjusted by the NATIONAL GEODETIC SURVEY
 NO0265.in June 1991.
 NO0265
 NO0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0265.GEOID18 height accuracy estimate available here.
 NO0265
 NO0265.Click photographs - Photos may exist for this station.
 NO0265
 NO0265.The dynamic height is computed by dividing the NAVD 88
 NO0265.geopotential number by the normal gravity value computed on the
 NO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0265.degrees latitude (g = 980.6199 gals.).
 NO0265
 NO0265.The modeled gravity was interpolated from observed gravity values.
 NO0265
 NO0265;                    North         East    Units  Estimated Accuracy
 NO0265;SPC NE       -   242,244.0     353,828.6     MT  (+/- 3 meters HH1 GPS) 
 NO0265
 NO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7100753669(NAD 83)
 NO0265
 NO0265                          SUPERSEDED SURVEY CONTROL
 NO0265
 NO0265  NGVD 29 (??/??/92) 1137.523  (m)         3732.02   (f) ADJ UNCH    2 0
 NO0265
 NO0265.Superseded values are not recommended for survey control.
 NO0265
 NO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0265.See file dsdata.pdf to determine how the superseded data were derived.
 NO0265
 NO0265_MARKER: DB = BENCH MARK DISK
 NO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0265_STAMPING: N 27 1934
 NO0265_MARK LOGO: CGS
 NO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0265+STABILITY: SURFACE MOTION
 NO0265
 NO0265  HISTORY     - Date     Condition        Report By
 NO0265  HISTORY     - 1934     MONUMENTED       CGS
 NO0265  HISTORY     - 1934     GOOD             CGS
 NO0265  HISTORY     - 1948     GOOD             USGS
 NO0265  HISTORY     - 1985     MARK NOT FOUND   NEDR
 NO0265  HISTORY     - 20160217 MARK NOT FOUND   NEGS
 NO0265
 NO0265                          STATION DESCRIPTION
 NO0265
 NO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0265'AT HYANNIS.
 NO0265'AT HYANNIS, GRANT COUNTY, 41 FEET EAST OF THE NORTHEAST CORNER
 NO0265'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE
 NO0265'NORTHEAST CORNER OF THE SMALL PARK, AND 20 FEET SOUTH OF THE
 NO0265'CENTERLINE OF THE MAIN TACK.  A STANDARD DISK, STAMPED N 27
 NO0265'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0265
 NO0265                          STATION RECOVERY (1948)
 NO0265
 NO0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NO0265'RECOVERED IN GOOD CONDITION.
 NO0265
 NO0265                          STATION RECOVERY (1985)
 NO0265
 NO0265'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 NO0265'MARK NOT FOUND.
 NO0265
 NO0265                          STATION RECOVERY (2016)
 NO0265
 NO0265'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NO0265'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1489 ***********************************************************************
 NM1489  DESIGNATION -  N 270
 NM1489  PID         -  NM1489
 NM1489  STATE/COUNTY-  NE/KNOX
 NM1489  COUNTRY     -  US
 NM1489  USGS QUAD   -  TABOR SE (2017)
 NM1489
 NM1489                         *CURRENT SURVEY CONTROL
 NM1489  ______________________________________________________________________
 NM1489* NAD 83(1986) POSITION- 42 50 00.     (N) 097 31 33.     (W)   SCALED
 NM1489* NAVD 88 ORTHO HEIGHT -   422.424 (meters)     1385.90  (feet) ADJUSTED
 NM1489  ______________________________________________________________________
 NM1489  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 NM1489  DYNAMIC HEIGHT  -        422.297 (meters)     1385.49  (feet) COMP
 NM1489  MODELED GRAVITY -    980,306.7   (mgal)                       NAVD 88
 NM1489
 NM1489  VERT ORDER      -  FIRST     CLASS II
 NM1489
 NM1489.The horizontal coordinates were scaled from a map and have
 NM1489.an estimated accuracy of +/- 6 seconds.
 NM1489
 NM1489.The orthometric height was determined by differential leveling and
 NM1489.adjusted by the NATIONAL GEODETIC SURVEY
 NM1489.in June 1991.
 NM1489
 NM1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1489.GEOID18 height accuracy estimate available here.
 NM1489
 NM1489.Click photographs - Photos may exist for this station.
 NM1489
 NM1489.The dynamic height is computed by dividing the NAVD 88
 NM1489.geopotential number by the normal gravity value computed on the
 NM1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1489.degrees latitude (g = 980.6199 gals.).
 NM1489
 NM1489.The modeled gravity was interpolated from observed gravity values.
 NM1489
 NM1489;                    North         East    Units  Estimated Accuracy
 NM1489;SPC NE       -   336,000.      702,250.      MT  (+/- 180 meters Scaled)
 NM1489
 NM1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN204433(NAD 83)
 NM1489
 NM1489                          SUPERSEDED SURVEY CONTROL
 NM1489
 NM1489  NGVD 29 (??/??/92)  422.216  (m)         1385.22   (f) ADJ UNCH    1 2
 NM1489
 NM1489.Superseded values are not recommended for survey control.
 NM1489
 NM1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1489.See file dsdata.pdf to determine how the superseded data were derived.
 NM1489
 NM1489_MARKER: DB = BENCH MARK DISK
 NM1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1489_STAMPING: N 270 1949
 NM1489_MARK LOGO: CGS
 NM1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1489+STABILITY: SURFACE MOTION
 NM1489
 NM1489  HISTORY     - Date     Condition        Report By
 NM1489  HISTORY     - 1949     MONUMENTED       CGS
 NM1489
 NM1489                          STATION DESCRIPTION
 NM1489
 NM1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1489'8.2 MI SW FROM YANKTON.
 NM1489'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1489'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.7
 NM1489'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES WEST
 NM1489'ALONG A DIRT ROAD, ON TOP OF A RIDGE OVERLOOKING TWO RAVINES,
 NM1489'27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH
 NM1489'OF AND ACROSS THE ROAD FROM A FENCE CORNER, 2.0 FEET SOUTH OF A
 NM1489'FENCE LINE AND BRACE POST, 1.5 FEET EAST OF A REFERENCE POST, AND
 NM1489'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 NM1489'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1400 ***********************************************************************
 NM1400  DESIGNATION -  N 271
 NM1400  PID         -  NM1400
 NM1400  STATE/COUNTY-  NE/KNOX
 NM1400  COUNTRY     -  US
 NM1400  USGS QUAD   -  SANTEE (2017)
 NM1400
 NM1400                         *CURRENT SURVEY CONTROL
 NM1400  ______________________________________________________________________
 NM1400* NAD 83(1986) POSITION- 42 47 38.     (N) 097 47 04.     (W)   SCALED
 NM1400* NAVD 88 ORTHO HEIGHT -   555.965 (meters)     1824.03  (feet) ADJUSTED
 NM1400  ______________________________________________________________________
 NM1400  GEOID HEIGHT    -        -25.801 (meters)                     GEOID18
 NM1400  DYNAMIC HEIGHT  -        555.772 (meters)     1823.40  (feet) COMP
 NM1400  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 NM1400
 NM1400  VERT ORDER      -  SECOND    CLASS 0
 NM1400
 NM1400.The horizontal coordinates were scaled from a map and have
 NM1400.an estimated accuracy of +/- 6 seconds.
 NM1400
 NM1400.The orthometric height was determined by differential leveling and
 NM1400.adjusted by the NATIONAL GEODETIC SURVEY
 NM1400.in June 1991.
 NM1400
 NM1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1400.GEOID18 height accuracy estimate available here.
 NM1400
 NM1400.Click photographs - Photos may exist for this station.
 NM1400
 NM1400.The dynamic height is computed by dividing the NAVD 88
 NM1400.geopotential number by the normal gravity value computed on the
 NM1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1400.degrees latitude (g = 980.6199 gals.).
 NM1400
 NM1400.The modeled gravity was interpolated from observed gravity values.
 NM1400
 NM1400;                    North         East    Units  Estimated Accuracy
 NM1400;SPC NE       -   331,050.      681,230.      MT  (+/- 180 meters Scaled)
 NM1400
 NM1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN994386(NAD 83)
 NM1400
 NM1400                          SUPERSEDED SURVEY CONTROL
 NM1400
 NM1400  NGVD 29 (??/??/92)  555.731  (m)         1823.26   (f) ADJ UNCH    2 0
 NM1400
 NM1400.Superseded values are not recommended for survey control.
 NM1400
 NM1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1400.See file dsdata.pdf to determine how the superseded data were derived.
 NM1400
 NM1400_MARKER: DB = BENCH MARK DISK
 NM1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1400_STAMPING: N 271 1949
 NM1400_MARK LOGO: CGS
 NM1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1400+STABILITY: SURFACE MOTION
 NM1400
 NM1400  HISTORY     - Date     Condition        Report By
 NM1400  HISTORY     - 1949     MONUMENTED       CGS
 NM1400
 NM1400                          STATION DESCRIPTION
 NM1400
 NM1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1400'5.8 MI E FROM SANTEE.
 NM1400'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1400'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1400'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH
 NM1400'ALONG A DIRT ROAD, AT A CURVE IN THE ROAD, 36.0 FEET EAST OF THE
 NM1400'CENTER LINE OF THE ROAD LEADING NORTH, 16 FEET NORTH OF THE CENTER
 NM1400'LINE OF THE ROAD LEADING EAST, 10 FEET EAST OF A FENCE CORNER POST,
 NM1400'1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1400'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1044 ***********************************************************************
 NM1044  DESIGNATION -  N 272
 NM1044  PID         -  NM1044
 NM1044  STATE/COUNTY-  NE/CEDAR
 NM1044  COUNTRY     -  US
 NM1044  USGS QUAD   -  MENOMINEE (2017)
 NM1044
 NM1044                         *CURRENT SURVEY CONTROL
 NM1044  ______________________________________________________________________
 NM1044* NAD 83(1986) POSITION- 42 50 15.     (N) 097 17 25.     (W)   SCALED
 NM1044* NAVD 88 ORTHO HEIGHT -   365.011 (meters)     1197.54  (feet) ADJUSTED
 NM1044  ______________________________________________________________________
 NM1044  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 NM1044  DYNAMIC HEIGHT  -        364.906 (meters)     1197.20  (feet) COMP
 NM1044  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 NM1044
 NM1044  VERT ORDER      -  SECOND    CLASS 0
 NM1044
 NM1044.The horizontal coordinates were scaled from a map and have
 NM1044.an estimated accuracy of +/- 6 seconds.
 NM1044
 NM1044.The orthometric height was determined by differential leveling and
 NM1044.adjusted by the NATIONAL GEODETIC SURVEY
 NM1044.in June 1991.
 NM1044
 NM1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1044.GEOID18 height accuracy estimate available here.
 NM1044
 NM1044.Click photographs - Photos may exist for this station.
 NM1044
 NM1044.The dynamic height is computed by dividing the NAVD 88
 NM1044.geopotential number by the normal gravity value computed on the
 NM1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1044.degrees latitude (g = 980.6199 gals.).
 NM1044
 NM1044.The modeled gravity was interpolated from observed gravity values.
 NM1044
 NM1044;                    North         East    Units  Estimated Accuracy
 NM1044;SPC NE       -   337,040.      721,480.      MT  (+/- 180 meters Scaled)
 NM1044
 NM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN397441(NAD 83)
 NM1044
 NM1044                          SUPERSEDED SURVEY CONTROL
 NM1044
 NM1044  NGVD 29 (??/??/92)  364.808  (m)         1196.87   (f) ADJ UNCH    2 0
 NM1044
 NM1044.Superseded values are not recommended for survey control.
 NM1044
 NM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1044.See file dsdata.pdf to determine how the superseded data were derived.
 NM1044
 NM1044_MARKER: DB = BENCH MARK DISK
 NM1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1044_STAMPING: N 272 1949
 NM1044_MARK LOGO: CGS
 NM1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1044+STABILITY: SURFACE MOTION
 NM1044
 NM1044  HISTORY     - Date     Condition        Report By
 NM1044  HISTORY     - 1949     MONUMENTED       CGS
 NM1044
 NM1044                          STATION DESCRIPTION
 NM1044
 NM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1044'7.6 MI SE FROM YANKTON.
 NM1044'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1044'YANKTON, THENCE 5.7 MILES EAST ALONG A GRAVELED ROAD, 280 FEET
 NM1044'NORTH OF THE NORTHWEST END OF A LARGE EARTH DAM, 59 FEET SOUTHWEST
 NM1044'OF THE CENTER LINE OF THE ROAD, 87.0 FEET NORTHWEST OF A POWER
 NM1044'TRANSMSSION LINE POLE, 1.5 FEET NORTH OF A FENCE, 2.0 FEET WEST
 NM1044'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM1044'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0010 ***********************************************************************
 NN0010  DESIGNATION -  N 273
 NN0010  PID         -  NN0010
 NN0010  STATE/COUNTY-  NE/BOYD
 NN0010  COUNTRY     -  US
 NN0010  USGS QUAD   -  LYNCH (2017)
 NN0010
 NN0010                         *CURRENT SURVEY CONTROL
 NN0010  ______________________________________________________________________
 NN0010* NAD 83(1986) POSITION- 42 49 28.     (N) 098 25 27.     (W)   SCALED
 NN0010* NAVD 88 ORTHO HEIGHT -   424.355 (meters)     1392.24  (feet) ADJUSTED
 NN0010  ______________________________________________________________________
 NN0010  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 NN0010  DYNAMIC HEIGHT  -        424.204 (meters)     1391.74  (feet) COMP
 NN0010  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 NN0010
 NN0010  VERT ORDER      -  SECOND    CLASS 0
 NN0010
 NN0010.The horizontal coordinates were scaled from a map and have
 NN0010.an estimated accuracy of +/- 6 seconds.
 NN0010
 NN0010.The orthometric height was determined by differential leveling and
 NN0010.adjusted by the NATIONAL GEODETIC SURVEY
 NN0010.in June 1991.
 NN0010
 NN0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0010.GEOID18 height accuracy estimate available here.
 NN0010
 NN0010.Click photographs - Photos may exist for this station.
 NN0010
 NN0010.The dynamic height is computed by dividing the NAVD 88
 NN0010.geopotential number by the normal gravity value computed on the
 NN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0010.degrees latitude (g = 980.6199 gals.).
 NN0010
 NN0010.The modeled gravity was interpolated from observed gravity values.
 NN0010
 NN0010;                    North         East    Units  Estimated Accuracy
 NN0010;SPC NE       -   333,290.      628,840.      MT  (+/- 180 meters Scaled)
 NN0010
 NN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470414(NAD 83)
 NN0010
 NN0010                          SUPERSEDED SURVEY CONTROL
 NN0010
 NN0010  NGVD 29 (??/??/92)  424.082  (m)         1391.34   (f) ADJ UNCH    2 0
 NN0010
 NN0010.Superseded values are not recommended for survey control.
 NN0010
 NN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0010.See file dsdata.pdf to determine how the superseded data were derived.
 NN0010
 NN0010_MARKER: DB = BENCH MARK DISK
 NN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0010_STAMPING: N 273 1949
 NN0010_MARK LOGO: CGS
 NN0010_PROJECTION: FLUSH
 NN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0010+STABILITY: SURFACE MOTION
 NN0010
 NN0010  HISTORY     - Date     Condition        Report By
 NN0010  HISTORY     - 1949     MONUMENTED       CGS
 NN0010
 NN0010                          STATION DESCRIPTION
 NN0010
 NN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0010'2.6 MI SE FROM LYNCH.
 NN0010'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0010'THE STATION AT LYNCH, THENCE 0.3 MILE SOUTH ALONG THE NORTH-SOUTH
 NN0010'RUNWAY OF THE WOOLF BROS. AIRPORT, 284.0 FEET SOUTH OF THE
 NN0010'SOUTHEAST CORNER OF THE MAIN OFFICE, NEAR THE SOUTH END OF THE
 NN0010'NORTH-SOUTH RUNWAY, 11.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NN0010'MOST SOUTHERLY HANGAR, 1.2 FEET NORTH OF THE NORTHEAST CORNER OF
 NN0010'A BARN, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 NN0010'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1126 ***********************************************************************
 NM1126  DESIGNATION -  N 274
 NM1126  PID         -  NM1126
 NM1126  STATE/COUNTY-  NE/CEDAR
 NM1126  COUNTRY     -  US
 NM1126  USGS QUAD   -  COLERIDGE (2017)
 NM1126
 NM1126                         *CURRENT SURVEY CONTROL
 NM1126  ______________________________________________________________________
 NM1126* NAD 83(1986) POSITION- 42 36 37.     (N) 097 14 58.     (W)   SCALED
 NM1126* NAVD 88 ORTHO HEIGHT -   411.534 (meters)     1350.17  (feet) ADJUSTED
 NM1126  ______________________________________________________________________
 NM1126  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 NM1126  DYNAMIC HEIGHT  -        411.393 (meters)     1349.71  (feet) COMP
 NM1126  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 NM1126
 NM1126  VERT ORDER      -  SECOND    CLASS 0
 NM1126
 NM1126.The horizontal coordinates were scaled from a map and have
 NM1126.an estimated accuracy of +/- 6 seconds.
 NM1126
 NM1126.The orthometric height was determined by differential leveling and
 NM1126.adjusted by the NATIONAL GEODETIC SURVEY
 NM1126.in June 1991.
 NM1126
 NM1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1126.GEOID18 height accuracy estimate available here.
 NM1126
 NM1126.Click photographs - Photos may exist for this station.
 NM1126
 NM1126.The dynamic height is computed by dividing the NAVD 88
 NM1126.geopotential number by the normal gravity value computed on the
 NM1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1126.degrees latitude (g = 980.6199 gals.).
 NM1126
 NM1126.The modeled gravity was interpolated from observed gravity values.
 NM1126
 NM1126;                    North         East    Units  Estimated Accuracy
 NM1126;SPC NE       -   311,920.      725,620.      MT  (+/- 180 meters Scaled)
 NM1126
 NM1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435190(NAD 83)
 NM1126
 NM1126                          SUPERSEDED SURVEY CONTROL
 NM1126
 NM1126  NGVD 29 (??/??/92)  411.331  (m)         1349.51   (f) ADJ UNCH    2 0
 NM1126
 NM1126.Superseded values are not recommended for survey control.
 NM1126
 NM1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1126.See file dsdata.pdf to determine how the superseded data were derived.
 NM1126
 NM1126_MARKER: DB = BENCH MARK DISK
 NM1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1126_STAMPING: N 274 1949
 NM1126_MARK LOGO: CGS
 NM1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1126+STABILITY: SURFACE MOTION
 NM1126
 NM1126  HISTORY     - Date     Condition        Report By
 NM1126  HISTORY     - 1949     MONUMENTED       CGS
 NM1126
 NM1126                          STATION DESCRIPTION
 NM1126
 NM1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1126'1.3 MI SE FROM HARTINGTON.
 NM1126'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1126'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1126'THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, 0.5 MILE NORTH
 NM1126'OF THE HARTINGTON AIRPORT, 38 FEET EAST OF THE CENTER LINE
 NM1126'OF THE NORTH-SOUTH ROAD, 13 FEET NORTH OF THE CENTER LINE OF
 NM1126'A PRIVATE ROAD LEADING EAST TO THE RALPH KATHOL FARM HOME,
 NM1126'3.0 FEET EAST OF A FENCE CORNER POST, 1.2 FEET SOUTH OF A FENCE,
 NM1126'2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1126'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0915 ***********************************************************************
 NM0915  DESIGNATION -  N 275
 NM0915  PID         -  NM0915
 NM0915  STATE/COUNTY-  NE/DIXON
 NM0915  COUNTRY     -  US
 NM0915  USGS QUAD   -  MASKELL (2017)
 NM0915
 NM0915                         *CURRENT SURVEY CONTROL
 NM0915  ______________________________________________________________________
 NM0915* NAD 83(1986) POSITION- 42 39 57.     (N) 096 59 46.     (W)   SCALED
 NM0915* NAVD 88 ORTHO HEIGHT -   391.191 (meters)     1283.43  (feet) ADJUSTED
 NM0915  ______________________________________________________________________
 NM0915  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 NM0915  DYNAMIC HEIGHT  -        391.064 (meters)     1283.02  (feet) COMP
 NM0915  MODELED GRAVITY -    980,284.4   (mgal)                       NAVD 88
 NM0915
 NM0915  VERT ORDER      -  SECOND    CLASS 0
 NM0915
 NM0915.The horizontal coordinates were scaled from a map and have
 NM0915.an estimated accuracy of +/- 6 seconds.
 NM0915
 NM0915.The orthometric height was determined by differential leveling and
 NM0915.adjusted by the NATIONAL GEODETIC SURVEY
 NM0915.in June 1991.
 NM0915
 NM0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0915.GEOID18 height accuracy estimate available here.
 NM0915
 NM0915.Click photographs - Photos may exist for this station.
 NM0915
 NM0915.The dynamic height is computed by dividing the NAVD 88
 NM0915.geopotential number by the normal gravity value computed on the
 NM0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0915.degrees latitude (g = 980.6199 gals.).
 NM0915
 NM0915.The modeled gravity was interpolated from observed gravity values.
 NM0915
 NM0915;                    North         East    Units  Estimated Accuracy
 NM0915;SPC NE       -   318,780.      746,180.      MT  (+/- 180 meters Scaled)
 NM0915
 NM0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN642256(NAD 83)
 NM0915
 NM0915                          SUPERSEDED SURVEY CONTROL
 NM0915
 NM0915  NGVD 29 (??/??/92)  390.989  (m)         1282.77   (f) ADJ UNCH    2 0
 NM0915
 NM0915.Superseded values are not recommended for survey control.
 NM0915
 NM0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0915.See file dsdata.pdf to determine how the superseded data were derived.
 NM0915
 NM0915_MARKER: DB = BENCH MARK DISK
 NM0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0915_STAMPING: N 275 1949
 NM0915_MARK LOGO: CGS
 NM0915_PROJECTION: FLUSH
 NM0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0915+STABILITY: SURFACE MOTION
 NM0915
 NM0915  HISTORY     - Date     Condition        Report By
 NM0915  HISTORY     - 1949     MONUMENTED       CGS
 NM0915
 NM0915                          STATION DESCRIPTION
 NM0915
 NM0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0915'2 MI S FROM MASKELL.
 NM0915'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0915'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0915'THENCE 1.7 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE FARM
 NM0915'HOME OF DELWIN BLATCHFORD, 118 FEET NORTHWEST OF THE CENTER LINE
 NM0915'OF THE ROAD, 44.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM0915'HOUSE, 59.0 FEET WEST OF THE CENTER OF THE SOUTH YARD FENCE GATE,
 NM0915'9.6 FEET SOUTHWEST OF A 36-INCH TWIN MAPLE TREE, 1.0 FOOT SOUTH
 NM0915'OF THE YARD FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM0915'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0933 ***********************************************************************
 NM0933  DESIGNATION -  N 276
 NM0933  PID         -  NM0933
 NM0933  STATE/COUNTY-  NE/DIXON
 NM0933  COUNTRY     -  US
 NM0933  USGS QUAD   -  MASKELL (2017)
 NM0933
 NM0933                         *CURRENT SURVEY CONTROL
 NM0933  ______________________________________________________________________
 NM0933* NAD 83(1986) POSITION- 42 42 47.     (N) 096 59 46.     (W)   SCALED
 NM0933* NAVD 88 ORTHO HEIGHT -   389.067 (meters)     1276.46  (feet) ADJUSTED
 NM0933  ______________________________________________________________________
 NM0933  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 NM0933  DYNAMIC HEIGHT  -        388.945 (meters)     1276.06  (feet) COMP
 NM0933  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 NM0933
 NM0933  VERT ORDER      -  SECOND    CLASS 0
 NM0933
 NM0933.The horizontal coordinates were scaled from a map and have
 NM0933.an estimated accuracy of +/- 6 seconds.
 NM0933
 NM0933.The orthometric height was determined by differential leveling and
 NM0933.adjusted by the NATIONAL GEODETIC SURVEY
 NM0933.in June 1991.
 NM0933
 NM0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0933.GEOID18 height accuracy estimate available here.
 NM0933
 NM0933.Click photographs - Photos may exist for this station.
 NM0933
 NM0933.The dynamic height is computed by dividing the NAVD 88
 NM0933.geopotential number by the normal gravity value computed on the
 NM0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0933.degrees latitude (g = 980.6199 gals.).
 NM0933
 NM0933.The modeled gravity was interpolated from observed gravity values.
 NM0933
 NM0933;                    North         East    Units  Estimated Accuracy
 NM0933;SPC NE       -   324,020.      746,000.      MT  (+/- 180 meters Scaled)
 NM0933
 NM0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN640308(NAD 83)
 NM0933
 NM0933                          SUPERSEDED SURVEY CONTROL
 NM0933
 NM0933  NGVD 29 (??/??/92)  388.864  (m)         1275.80   (f) ADJ UNCH    2 0
 NM0933
 NM0933.Superseded values are not recommended for survey control.
 NM0933
 NM0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0933.See file dsdata.pdf to determine how the superseded data were derived.
 NM0933
 NM0933_MARKER: DB = BENCH MARK DISK
 NM0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0933_STAMPING: N 276 1949
 NM0933_MARK LOGO: CGS
 NM0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0933+STABILITY: SURFACE MOTION
 NM0933
 NM0933  HISTORY     - Date     Condition        Report By
 NM0933  HISTORY     - 1949     MONUMENTED       CGS
 NM0933
 NM0933                          STATION DESCRIPTION
 NM0933
 NM0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0933'2.4 MI N FROM MASKELL.
 NM0933'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0933'SCHOOL AT MASKELL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT
 NM0933'ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.3
 NM0933'MILE NORTH ALONG A GRADED DIRT ROAD, IN LINE WITH THE CENTER LINE
 NM0933'OF A T ROAD LEADING WEST, 38 FEET EAST OF THE CENTER LINE OF THE
 NM0933'NORTH-SOUTH ROAD, 39.0 FEET NORTHEAST OF A POWER TRANSMISSION
 NM0933'LINE POLE, 20 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 NM0933'TO A HAY FIELD, 2.0 FEET WEST OF A REFERENCE POST, AND SET
 NM0933'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 NM0933'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0149 ***********************************************************************
 LG0149  DESIGNATION -  N 277
 LG0149  PID         -  LG0149
 LG0149  STATE/COUNTY-  NE/CASS
 LG0149  COUNTRY     -  US
 LG0149  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0149
 LG0149                         *CURRENT SURVEY CONTROL
 LG0149  ______________________________________________________________________
 LG0149* NAD 83(1986) POSITION- 40 54 54.4    (N) 096 03 39.9    (W)   HD_HELD2
 LG0149* NAVD 88 ORTHO HEIGHT -   383.150 (meters)     1257.05  (feet) ADJUSTED
 LG0149  ______________________________________________________________________
 LG0149  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 LG0149  DYNAMIC HEIGHT  -        382.989 (meters)     1256.52  (feet) COMP
 LG0149  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 LG0149
 LG0149  VERT ORDER      -  SECOND    CLASS 0
 LG0149
 LG0149.The horizontal coordinates were established by autonomous hand held GPS
 LG0149.observations and have an estimated accuracy of +/- 10 meters.
 LG0149
 LG0149.The orthometric height was determined by differential leveling and
 LG0149.adjusted by the NATIONAL GEODETIC SURVEY
 LG0149.in June 1991.
 LG0149
 LG0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0149.GEOID18 height accuracy estimate available here.
 LG0149
 LG0149.Click photographs - Photos may exist for this station.
 LG0149
 LG0149.The dynamic height is computed by dividing the NAVD 88
 LG0149.geopotential number by the normal gravity value computed on the
 LG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0149.degrees latitude (g = 980.6199 gals.).
 LG0149
 LG0149.The modeled gravity was interpolated from observed gravity values.
 LG0149
 LG0149;                    North         East    Units  Estimated Accuracy
 LG0149;SPC NE       -   127,662.      831,616.      MT  (+/- 10 meters HH2 GPS)
 LG0149
 LG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4749933492(NAD 83)
 LG0149
 LG0149                          SUPERSEDED SURVEY CONTROL
 LG0149
 LG0149  NGVD 29 (??/??/92)  383.054  (m)         1256.74   (f) ADJ UNCH    2 0
 LG0149
 LG0149.Superseded values are not recommended for survey control.
 LG0149
 LG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0149.See file dsdata.pdf to determine how the superseded data were derived.
 LG0149
 LG0149_MARKER: DB = BENCH MARK DISK
 LG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0149_STAMPING: N 277 1950
 LG0149_MARK LOGO: CGS
 LG0149_PROJECTION: PROJECTING 15 CENTIMETERS
 LG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0149+STABILITY: SURFACE MOTION
 LG0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0149+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2020
 LG0149
 LG0149  HISTORY     - Date     Condition        Report By
 LG0149  HISTORY     - 1950     MONUMENTED       CGS
 LG0149  HISTORY     - 20200726 GOOD             WSRR
 LG0149
 LG0149                          STATION DESCRIPTION
 LG0149
 LG0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0149'7.7 MI NE FROM WEEPING WATER.
 LG0149'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0149'WEEPING WATER, THENCE 4.2 MILES EAST ALONG STATE HIGHWAY 1,
 LG0149'0.2 MILE EAST OF A ROAD INTERSECTION, 102 FEET SOUTHWEST OF THE
 LG0149'SOUTHWEST CORNER OF THE JOHN SHAFFER FARMHOUSE, 100 FEET NORTH
 LG0149'OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE CENTER
 LG0149'LINE OF A PRIVATE DRIVEWAY, 66 FEET NORTH OF A FENCE CORNER, 1
 LG0149'FOOT EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN
 LG0149'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LG0149'GROUND.  NOTE-- THIS MARK IS 0.8 MILE WEST OF BENCH MARK W 296.
 LG0149
 LG0149                          STATION RECOVERY (2020)
 LG0149
 LG0149'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG0149'BECAUSE OF TREES AND VEGETATION, THE MARK IS UNUSABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0476 ***********************************************************************
 NM0476  DESIGNATION -  N 278
 NM0476  PID         -  NM0476
 NM0476  STATE/COUNTY-  NE/DAKOTA
 NM0476  COUNTRY     -  US
 NM0476  USGS QUAD   -  HOMER (2017)
 NM0476
 NM0476                         *CURRENT SURVEY CONTROL
 NM0476  ______________________________________________________________________
 NM0476* NAD 83(1986) POSITION- 42 18 31.     (N) 096 26 02.     (W)   SCALED
 NM0476* NAVD 88 ORTHO HEIGHT -   332.042 (meters)     1089.37  (feet) ADJUSTED
 NM0476  ______________________________________________________________________
 NM0476  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 NM0476  DYNAMIC HEIGHT  -        331.934 (meters)     1089.02  (feet) COMP
 NM0476  MODELED GRAVITY -    980,285.1   (mgal)                       NAVD 88
 NM0476
 NM0476  VERT ORDER      -  SECOND    CLASS 0
 NM0476
 NM0476.The horizontal coordinates were scaled from a map and have
 NM0476.an estimated accuracy of +/- 6 seconds.
 NM0476
 NM0476.The orthometric height was determined by differential leveling and
 NM0476.adjusted by the NATIONAL GEODETIC SURVEY
 NM0476.in June 1991.
 NM0476
 NM0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0476.GEOID18 height accuracy estimate available here.
 NM0476
 NM0476.Click photographs - Photos may exist for this station.
 NM0476
 NM0476.The dynamic height is computed by dividing the NAVD 88
 NM0476.geopotential number by the normal gravity value computed on the
 NM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0476.degrees latitude (g = 980.6199 gals.).
 NM0476
 NM0476.The modeled gravity was interpolated from observed gravity values.
 NM0476
 NM0476;                    North         East    Units  Estimated Accuracy
 NM0476;SPC NE       -   280,890.      793,870.      MT  (+/- 180 meters Scaled)
 NM0476
 NM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM114872(NAD 83)
 NM0476
 NM0476                          SUPERSEDED SURVEY CONTROL
 NM0476
 NM0476  NGVD 29 (??/??/92)  331.886  (m)         1088.86   (f) ADJ UNCH    2 0
 NM0476
 NM0476.Superseded values are not recommended for survey control.
 NM0476
 NM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0476.See file dsdata.pdf to determine how the superseded data were derived.
 NM0476
 NM0476_MARKER: DB = BENCH MARK DISK
 NM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0476_STAMPING: N 278 1949
 NM0476_MARK LOGO: CGS
 NM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0476+STABILITY: SURFACE MOTION
 NM0476
 NM0476  HISTORY     - Date     Condition        Report By
 NM0476  HISTORY     - 1949     MONUMENTED       CGS
 NM0476
 NM0476                          STATION DESCRIPTION
 NM0476
 NM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0476'3.1 MI E FROM HOMER.
 NM0476'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0476'THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM0476'OF MRS. JOSIE MC KINLEY AND OCCUPIED BY JOHN VAN CLEAVE JR.,
 NM0476'0.1 MILE NORTH OF AN EAST-WEST ROAD, 54.8 FEET SOUTHWEST OF THE
 NM0476'SOUTHWEST LEG OF THE WINDMILL, 42.0 FEET SOUTH OF THE SOUTHWEST
 NM0476'CORNER OF THE HOUSE, 1.0 FOOT NORTH OF A HOG LOT FENCE, AND SET
 NM0476'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0476'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0387 ***********************************************************************
 LH0387  DESIGNATION -  N 279
 LH0387  PID         -  LH0387
 LH0387  STATE/COUNTY-  NE/HALL
 LH0387  COUNTRY     -  US
 LH0387  USGS QUAD   -  WOOD RIVER (2017)
 LH0387
 LH0387                         *CURRENT SURVEY CONTROL
 LH0387  ______________________________________________________________________
 LH0387* NAD 83(1986) POSITION- 40 50 13.18   (N) 098 32 29.84   (W)   HD_HELD1
 LH0387* NAVD 88 ORTHO HEIGHT -   593.391 (meters)     1946.82  (feet) ADJUSTED
 LH0387  ______________________________________________________________________
 LH0387  GEOID HEIGHT    -        -24.849 (meters)                     GEOID18
 LH0387  DYNAMIC HEIGHT  -        593.072 (meters)     1945.77  (feet) COMP
 LH0387  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 LH0387
 LH0387  VERT ORDER      -  FIRST     CLASS II
 LH0387
 LH0387.The horizontal coordinates were determined by differentially corrected
 LH0387.hand held GPS observations or other comparable positioning techniques
 LH0387.and have an estimated accuracy of +/- 3 meters.
 LH0387
 LH0387.The orthometric height was determined by differential leveling and
 LH0387.adjusted by the NATIONAL GEODETIC SURVEY
 LH0387.in June 1991.
 LH0387
 LH0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0387.GEOID18 height accuracy estimate available here.
 LH0387
 LH0387.Click photographs - Photos may exist for this station.
 LH0387
 LH0387.The dynamic height is computed by dividing the NAVD 88
 LH0387.geopotential number by the normal gravity value computed on the
 LH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0387.degrees latitude (g = 980.6199 gals.).
 LH0387
 LH0387.The modeled gravity was interpolated from observed gravity values.
 LH0387
 LH0387;                    North         East    Units  Estimated Accuracy
 LH0387;SPC NE       -   112,471.1     622,963.2     MT  (+/- 3 meters HH1 GPS) 
 LH0387
 LH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3864520763(NAD 83)
 LH0387
 LH0387                          SUPERSEDED SURVEY CONTROL
 LH0387
 LH0387  NGVD 29 (02/14/92)  593.141  (m)         1946.00   (f) ADJUSTED    1 2
 LH0387  NGVD 29 (??/??/87)  593.141  (m)         1946.00   (f) SUPERSEDED  1 2
 LH0387
 LH0387.Superseded values are not recommended for survey control.
 LH0387
 LH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0387.See file dsdata.pdf to determine how the superseded data were derived.
 LH0387
 LH0387_MARKER: DB = BENCH MARK DISK
 LH0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0387_STAMPING: N 279 1949
 LH0387_MARK LOGO: CGS
 LH0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0387+STABILITY: SURFACE MOTION
 LH0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0387+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0387
 LH0387  HISTORY     - Date     Condition        Report By
 LH0387  HISTORY     - 1949     MONUMENTED       CGS
 LH0387  HISTORY     - 19910924 GOOD             NGS
 LH0387
 LH0387                          STATION DESCRIPTION
 LH0387
 LH0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0387'3.4 MI NE FROM WOOD RIVER.
 LH0387'3.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0387'STATION AT WOOD RIVER, 9 RAILS NORTHEAST OF A PRIVATE ROAD
 LH0387'CROSSING, 47.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LH0387'SOUTHEAST SET OF TRACKS, 13.0 FEET SOUTHWEST OF MILE POST 159,
 LH0387'1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST
 LH0387'OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 LH0387'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 LH0387
 LH0387                          STATION RECOVERY (1991)
 LH0387
 LH0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0387'16.0 KM (9.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0387'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 110.0 M (360.9 FT) NORTHEAST OF
 LH0387'THE CENTER OF A ROAD, 57.0 M (187.0 FT) SOUTHEAST OF THE HIGHWAY
 LH0387'CENTERLINE, 14.0 M (45.9 FT) SOUTHEAST OF AND LEVEL WITH THE NEAR
 LH0387'RAIL OF THE UNION PACIFIC RAILROAD, 4.1 M (13.5 FT) SOUTHWEST OF
 LH0387'RAILROAD MILEPOST 159, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST,
 LH0387'AND THE MONUMENTS PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0154 ***********************************************************************
 LJ0154  DESIGNATION -  N 28
 LJ0154  PID         -  LJ0154
 LJ0154  STATE/COUNTY-  NE/LINCOLN
 LJ0154  COUNTRY     -  US
 LJ0154  USGS QUAD   -  WELLFLEET NW (2017)
 LJ0154
 LJ0154                         *CURRENT SURVEY CONTROL
 LJ0154  ______________________________________________________________________
 LJ0154* NAD 83(1986) POSITION- 40 59 20.     (N) 100 41 48.     (W)   SCALED
 LJ0154* NAVD 88 ORTHO HEIGHT -   917.113 (meters)     3008.89  (feet) ADJUSTED
 LJ0154  ______________________________________________________________________
 LJ0154  GEOID HEIGHT    -        -22.551 (meters)                     GEOID18
 LJ0154  DYNAMIC HEIGHT  -        916.541 (meters)     3007.02  (feet) COMP
 LJ0154  MODELED GRAVITY -    979,970.1   (mgal)                       NAVD 88
 LJ0154
 LJ0154  VERT ORDER      -  SECOND    CLASS 0
 LJ0154
 LJ0154.The horizontal coordinates were scaled from a map and have
 LJ0154.an estimated accuracy of +/- 6 seconds.
 LJ0154
 LJ0154.The orthometric height was determined by differential leveling and
 LJ0154.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0154.in June 1994.
 LJ0154
 LJ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0154.GEOID18 height accuracy estimate available here.
 LJ0154
 LJ0154.Click photographs - Photos may exist for this station.
 LJ0154
 LJ0154.The dynamic height is computed by dividing the NAVD 88
 LJ0154.geopotential number by the normal gravity value computed on the
 LJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0154.degrees latitude (g = 980.6199 gals.).
 LJ0154
 LJ0154.The modeled gravity was interpolated from observed gravity values.
 LJ0154
 LJ0154;                    North         East    Units  Estimated Accuracy
 LJ0154;SPC NE       -   128,530.      441,390.      MT  (+/- 180 meters Scaled)
 LJ0154
 LJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL572389(NAD 83)
 LJ0154
 LJ0154                          SUPERSEDED SURVEY CONTROL
 LJ0154
 LJ0154  NAVD 88 (06/15/91)  917.107  (m)         3008.88   (f) SUPERSEDED  2 0
 LJ0154  NGVD 29 (??/??/92)  916.727  (m)         3007.63   (f) ADJ UNCH    2 0
 LJ0154
 LJ0154.Superseded values are not recommended for survey control.
 LJ0154
 LJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0154.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0154
 LJ0154_MARKER: DB = BENCH MARK DISK
 LJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0154_STAMPING: N 28 1934
 LJ0154_MARK LOGO: CGS
 LJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0154+STABILITY: SURFACE MOTION
 LJ0154
 LJ0154  HISTORY     - Date     Condition        Report By
 LJ0154  HISTORY     - 1934     MONUMENTED       CGS
 LJ0154  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0154
 LJ0154                          STATION DESCRIPTION
 LJ0154
 LJ0154'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0154'14 MI S FROM NORTH PLATTE.
 LJ0154'14.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 LJ0154'COUNTY, AT A ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE
 LJ0154'HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE FENCE
 LJ0154'CORNER, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 LJ0154'DISK, STAMPED N 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0822 ***********************************************************************
 MK0822  DESIGNATION -  N 280
 MK0822  PID         -  MK0822
 MK0822  STATE/COUNTY-  NE/SARPY
 MK0822  COUNTRY     -  US
 MK0822  USGS QUAD   -  CEDAR CREEK (2017)
 MK0822
 MK0822                         *CURRENT SURVEY CONTROL
 MK0822  ______________________________________________________________________
 MK0822* NAD 83(1986) POSITION- 41 05 35.     (N) 096 04 50.     (W)   SCALED
 MK0822* NAVD 88 ORTHO HEIGHT -   366.415 (meters)     1202.15  (feet) ADJUSTED
 MK0822  ______________________________________________________________________
 MK0822  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 MK0822  DYNAMIC HEIGHT  -        366.266 (meters)     1201.66  (feet) COMP
 MK0822  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 MK0822
 MK0822  VERT ORDER      -  SECOND    CLASS 0
 MK0822
 MK0822.The horizontal coordinates were scaled from a map and have
 MK0822.an estimated accuracy of +/- 6 seconds.
 MK0822
 MK0822.The orthometric height was determined by differential leveling and
 MK0822.adjusted by the NATIONAL GEODETIC SURVEY
 MK0822.in June 1991.
 MK0822
 MK0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0822.GEOID18 height accuracy estimate available here.
 MK0822
 MK0822.Click photographs - Photos may exist for this station.
 MK0822
 MK0822.The dynamic height is computed by dividing the NAVD 88
 MK0822.geopotential number by the normal gravity value computed on the
 MK0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0822.degrees latitude (g = 980.6199 gals.).
 MK0822
 MK0822.The modeled gravity was interpolated from observed gravity values.
 MK0822
 MK0822;                    North         East    Units  Estimated Accuracy
 MK0822;SPC NE       -   147,320.      829,080.      MT  (+/- 180 meters Scaled)
 MK0822
 MK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL451531(NAD 83)
 MK0822
 MK0822                          SUPERSEDED SURVEY CONTROL
 MK0822
 MK0822  NGVD 29 (??/??/92)  366.313  (m)         1201.81   (f) ADJ UNCH    2 0
 MK0822
 MK0822.Superseded values are not recommended for survey control.
 MK0822
 MK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0822.See file dsdata.pdf to determine how the superseded data were derived.
 MK0822
 MK0822_MARKER: DB = BENCH MARK DISK
 MK0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0822_STAMPING: N 280 1950
 MK0822_MARK LOGO: CGS
 MK0822_PROJECTION: FLUSH
 MK0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0822+STABILITY: SURFACE MOTION
 MK0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0822+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2017
 MK0822
 MK0822  HISTORY     - Date     Condition        Report By
 MK0822  HISTORY     - 1950     MONUMENTED       CGS
 MK0822  HISTORY     - 20170508 GOOD             THOMDD
 MK0822  HISTORY     - 20200429 MARK NOT FOUND   NEGS
 MK0822
 MK0822                          STATION DESCRIPTION
 MK0822
 MK0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0822'1.3 MI S FROM RICHFIELD.
 MK0822'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0822'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0822'0.7 MILE SOUTH ALONG A GRAVELED ROAD, 57.5 FEET SOUTH OF THE
 MK0822'SOUTHEAST CORNER OF THE EDWARD E. BOCK FARMHOUSE, 129 FEET EAST
 MK0822'OF THE CENTER LINE OF THE ROAD, 93.4 FEET SOUTHWEST OF THE
 MK0822'SOUTHWEST LEG OF A WINDMILL TOWER, 46 FEET WEST OF THE NORTHWEST
 MK0822'CORNER OF A GARAGE, 5 FEET WEST OF A POWER POLE, 30 FEET SOUTH OF
 MK0822'THE CENTER LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF A
 MK0822'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0822
 MK0822                          STATION RECOVERY (2017)
 MK0822
 MK0822'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MK0822'LOCAL GPS RTK LAT 41D005'35.486N LON 96D04'50.005W. TIES 'WINDMILL'
 MK0822'AND 'GARAGE' ARE NO LONGER AVAILABLE. NORTH-SOUTH STREET IS LOCALLY
 MK0822'108TH STREET. EAST-WEST ROAD TO THE SOUTH IS PLATTEVILLE ROAD. LOCATED
 MK0822'ON PRIVATE PROPERTY NORTHWEST OF PLATTEVIEW HIGH SCHOOL.
 MK0822
 MK0822                          STATION RECOVERY (2020)
 MK0822
 MK0822'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MK0822'THE PRIVATE DRIVE, WHERE THE MARK IS LOCATED HAS BEEN PAVED OVER AND
 MK0822'THE MARK IS MOST LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0411 ***********************************************************************
 ML0411  DESIGNATION -  N 281
 ML0411  PID         -  ML0411
 ML0411  STATE/COUNTY-  NE/HOWARD
 ML0411  COUNTRY     -  US
 ML0411  USGS QUAD   -  FARWELL (2017)
 ML0411
 ML0411                         *CURRENT SURVEY CONTROL
 ML0411  ______________________________________________________________________
 ML0411* NAD 83(1986) POSITION- 41 09 44.     (N) 098 42 35.     (W)   SCALED
 ML0411* NAVD 88 ORTHO HEIGHT -   635.798 (meters)     2085.95  (feet) ADJUSTED
 ML0411  ______________________________________________________________________
 ML0411  GEOID HEIGHT    -        -24.316 (meters)                     GEOID18
 ML0411  DYNAMIC HEIGHT  -        635.474 (meters)     2084.88  (feet) COMP
 ML0411  MODELED GRAVITY -    980,093.3   (mgal)                       NAVD 88
 ML0411
 ML0411  VERT ORDER      -  SECOND    CLASS 0
 ML0411
 ML0411.The horizontal coordinates were scaled from a map and have
 ML0411.an estimated accuracy of +/- 6 seconds.
 ML0411
 ML0411.The orthometric height was determined by differential leveling and
 ML0411.adjusted by the NATIONAL GEODETIC SURVEY
 ML0411.in June 1991.
 ML0411
 ML0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0411.GEOID18 height accuracy estimate available here.
 ML0411
 ML0411.Click photographs - Photos may exist for this station.
 ML0411
 ML0411.The dynamic height is computed by dividing the NAVD 88
 ML0411.geopotential number by the normal gravity value computed on the
 ML0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0411.degrees latitude (g = 980.6199 gals.).
 ML0411
 ML0411.The modeled gravity was interpolated from observed gravity values.
 ML0411
 ML0411;                    North         East    Units  Estimated Accuracy
 ML0411;SPC NE       -   148,350.      608,250.      MT  (+/- 180 meters Scaled)
 ML0411
 ML0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL243568(NAD 83)
 ML0411
 ML0411                          SUPERSEDED SURVEY CONTROL
 ML0411
 ML0411  NGVD 29 (??/??/92)  635.554  (m)         2085.15   (f) ADJ UNCH    2 0
 ML0411
 ML0411.Superseded values are not recommended for survey control.
 ML0411
 ML0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0411.See file dsdata.pdf to determine how the superseded data were derived.
 ML0411
 ML0411_MARKER: DB = BENCH MARK DISK
 ML0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0411_STAMPING: N 281 1949
 ML0411_MARK LOGO: CGS
 ML0411_PROJECTION: FLUSH
 ML0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0411+STABILITY: SURFACE MOTION
 ML0411
 ML0411  HISTORY     - Date     Condition        Report By
 ML0411  HISTORY     - 1949     MONUMENTED       CGS
 ML0411  HISTORY     - 1966     GOOD             CGS
 ML0411
 ML0411                          STATION DESCRIPTION
 ML0411
 ML0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0411'7.6 MI NW FROM BOELUS.
 ML0411'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0411'RAILROAD STATION AT BOELUS, THENCE 5.9 MILES NORTH ALONG A
 ML0411'COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, AT THE
 ML0411'NORTHWEST CORNER OF SECTION 28, T. 14 N., R. 12 W., IN THE
 ML0411'SOUTHEAST QUARTER OF A ROAD CROSSING, 44 FEET EAST OF THE
 ML0411'CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE
 ML0411'CENTER LINE OF THE EAST-WEST ROAD, 10 FEET EAST OF A CORNER
 ML0411'FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 ML0411'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 ML0411'OF 5 FEET AND LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK
 ML0411'IS LOCATED 1.0 MILE WEST OF BENCH MARK Q 281.  A METAL WITNESS
 ML0411'POST WAS SET 1 FOOT EAST OF THE MARK.
 ML0411
 ML0411                          STATION RECOVERY (1966)
 ML0411
 ML0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0424 ***********************************************************************
 ML0424  DESIGNATION -  N 282
 ML0424  PID         -  ML0424
 ML0424  STATE/COUNTY-  NE/HOWARD
 ML0424  COUNTRY     -  US
 ML0424  USGS QUAD   -  NYSTED (2017)
 ML0424
 ML0424                         *CURRENT SURVEY CONTROL
 ML0424  ______________________________________________________________________
 ML0424* NAD 83(1986) POSITION- 41 07 31.     (N) 098 32 04.     (W)   SCALED
 ML0424* NAVD 88 ORTHO HEIGHT -   571.524 (meters)     1875.08  (feet) ADJUSTED
 ML0424  ______________________________________________________________________
 ML0424  GEOID HEIGHT    -        -24.595 (meters)                     GEOID18
 ML0424  DYNAMIC HEIGHT  -        571.233 (meters)     1874.12  (feet) COMP
 ML0424  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 ML0424
 ML0424  VERT ORDER      -  SECOND    CLASS 0
 ML0424
 ML0424.The horizontal coordinates were scaled from a map and have
 ML0424.an estimated accuracy of +/- 6 seconds.
 ML0424
 ML0424.The orthometric height was determined by differential leveling and
 ML0424.adjusted by the NATIONAL GEODETIC SURVEY
 ML0424.in June 1991.
 ML0424
 ML0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0424.GEOID18 height accuracy estimate available here.
 ML0424
 ML0424.Click photographs - Photos may exist for this station.
 ML0424
 ML0424.The dynamic height is computed by dividing the NAVD 88
 ML0424.geopotential number by the normal gravity value computed on the
 ML0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0424.degrees latitude (g = 980.6199 gals.).
 ML0424
 ML0424.The modeled gravity was interpolated from observed gravity values.
 ML0424
 ML0424;                    North         East    Units  Estimated Accuracy
 ML0424;SPC NE       -   144,480.      623,030.      MT  (+/- 180 meters Scaled)
 ML0424
 ML0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL390527(NAD 83)
 ML0424
 ML0424                          SUPERSEDED SURVEY CONTROL
 ML0424
 ML0424  NGVD 29 (??/??/92)  571.280  (m)         1874.27   (f) ADJ UNCH    2 0
 ML0424
 ML0424.Superseded values are not recommended for survey control.
 ML0424
 ML0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0424.See file dsdata.pdf to determine how the superseded data were derived.
 ML0424
 ML0424_MARKER: DB = BENCH MARK DISK
 ML0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0424_STAMPING: N 282 1949
 ML0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0424+STABILITY: SURFACE MOTION
 ML0424
 ML0424  HISTORY     - Date     Condition        Report By
 ML0424  HISTORY     - 1949     MONUMENTED       CGS
 ML0424
 ML0424                          STATION DESCRIPTION
 ML0424
 ML0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0424'0.9 MI NE FROM DANNEBROG.
 ML0424'0.9 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0424'STATION AT DANNEBROG, ON THE SOUTHWEST SLOPE OF A HILL AND AT
 ML0424'A SMALL RISE, 85 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 ML0424'TRACK, 22 FEET SOUTHEAST OF THE CENTER LINE OF A COUNTY ROAD,
 ML0424'30 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 ML0424'SOUTHEAST TO A FARMHOUSE, 1 FOOT SOUTHEAST OF A FENCE, 1.5 FEET
 ML0424'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0424'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0277 ***********************************************************************
 ML0277  DESIGNATION -  N 283
 ML0277  PID         -  ML0277
 ML0277  STATE/COUNTY-  NE/HOWARD
 ML0277  COUNTRY     -  US
 ML0277  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0277
 ML0277                         *CURRENT SURVEY CONTROL
 ML0277  ______________________________________________________________________
 ML0277* NAD 83(1986) POSITION- 41 06 17.67   (N) 098 22 59.43   (W)   HD_HELD1
 ML0277* NAVD 88 ORTHO HEIGHT -   572.805 (meters)     1879.28  (feet) ADJUSTED
 ML0277  ______________________________________________________________________
 ML0277  GEOID HEIGHT    -        -24.867 (meters)                     GEOID18
 ML0277  DYNAMIC HEIGHT  -        572.508 (meters)     1878.30  (feet) COMP
 ML0277  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 ML0277
 ML0277  VERT ORDER      -  SECOND    CLASS 0
 ML0277
 ML0277.The horizontal coordinates were determined by differentially corrected
 ML0277.hand held GPS observations or other comparable positioning techniques
 ML0277.and have an estimated accuracy of +/- 3 meters.
 ML0277
 ML0277.The orthometric height was determined by differential leveling and
 ML0277.adjusted by the NATIONAL GEODETIC SURVEY
 ML0277.in June 1991.
 ML0277
 ML0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0277.GEOID18 height accuracy estimate available here.
 ML0277
 ML0277.Click photographs - Photos may exist for this station.
 ML0277
 ML0277.The dynamic height is computed by dividing the NAVD 88
 ML0277.geopotential number by the normal gravity value computed on the
 ML0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0277.degrees latitude (g = 980.6199 gals.).
 ML0277
 ML0277.The modeled gravity was interpolated from observed gravity values.
 ML0277
 ML0277;                    North         East    Units  Estimated Accuracy
 ML0277;SPC NE       -   142,447.4     635,765.0     MT  (+/- 3 meters HH1 GPS) 
 ML0277
 ML0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5179350586(NAD 83)
 ML0277
 ML0277                          SUPERSEDED SURVEY CONTROL
 ML0277
 ML0277  NGVD 29 (??/??/92)  572.550  (m)         1878.44   (f) ADJ UNCH    2 0
 ML0277
 ML0277.Superseded values are not recommended for survey control.
 ML0277
 ML0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0277.See file dsdata.pdf to determine how the superseded data were derived.
 ML0277
 ML0277_MARKER: DB = BENCH MARK DISK
 ML0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0277_STAMPING: N 283 1949
 ML0277_MARK LOGO: CGS
 ML0277_PROJECTION: PROJECTING 9 CENTIMETERS
 ML0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0277+STABILITY: SURFACE MOTION
 ML0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0277+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 ML0277
 ML0277  HISTORY     - Date     Condition        Report By
 ML0277  HISTORY     - 1949     MONUMENTED       CGS
 ML0277  HISTORY     - 20140602 GOOD             NEDR
 ML0277  HISTORY     - 20180918 GOOD             NEGS
 ML0277
 ML0277                          STATION DESCRIPTION
 ML0277
 ML0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0277'2.5 MI NW FROM ST LIBORY.
 ML0277'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0277'AT ST. LIBORY, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY NO. 58,
 ML0277'AT THE NORTHEAST CORNER OF SECTION 18, T. 13 N., R. 9 W., IN
 ML0277'THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 86 FEET SOUTH
 ML0277'OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHEAST OF THE
 ML0277'SOUTHEAST CORNER OF A FARMHOUSE, 44 FEET EAST OF THE NORTHEAST
 ML0277'CORNER OF THE FARMHOUSE, IN LINE WITH THE NORTH SIDE OF THE
 ML0277'FARMHOUSE, 36 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0277'ROAD, 18 FEET NORTH OF THE CENTER LINE OF A GATE, 0.9 FOOT EAST
 ML0277'OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0277'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT
 ML0277'ABOVE THE GROUND.
 ML0277
 ML0277                          STATION RECOVERY (2014)
 ML0277
 ML0277'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014
 ML0277'RECOVERED IN GOOD CONDITION.
 ML0277
 ML0277                          STATION RECOVERY (2018)
 ML0277
 ML0277'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0277'TO REACH FROM THE INTERSECTION OF ST. LIBORY AVENUE AND U.S. 281 IN
 ML0277'ST. LIBORY, NORTHEAST, GO NORTH ON U.S. HIGHWAY 281 APPROXIMATELY 1.6
 ML0277'MI (2.6 KM) TO THE JUNCTION OF U.S. 281 AND NEBRASKA HIGHWAY 58.  TURN
 ML0277'LEFT (WEST) AND DRIVE 0.78 MI (1.26 KM) TO THE INTERSECTION OF NE.
 ML0277'HIGHWAY 58 AND EAGLE ROAD.
 ML0277'
 ML0277'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION.
 ML0277'THE MARK IS 95.0 FT (29.0 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY
 ML0277'58, 34.0 FT (10.4 M) WEST OF THE CENTERLINE OF EAGLE ROAD, 47.0 FT
 ML0277'(14.3 M) NORTH OF FARM DRIVE ON THE WEST SIDE OF EAGLE ROAD, 55.5 FT
 ML0277'(16.9 M) EAST FROM THE NORTHEAST CORNER OF A FARM HOUSE (IN LINE WITH
 ML0277'THE NORTH SIDE OF THE HOUSE), 78.9 FT (24.0 M) SOUTHEAST FROM THE TOP
 ML0277'CENTER (SOUTH END) OF A CORRUGATED METAL PIPE WITH A FLARED END
 ML0277'SECTION AND 56.1 FT (17.1 M) SOUTH OF A TELEPHONE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0429 ***********************************************************************
 LH0429  DESIGNATION -  N 284
 LH0429  PID         -  LH0429
 LH0429  STATE/COUNTY-  NE/HALL
 LH0429  COUNTRY     -  US
 LH0429  USGS QUAD   -  SHELTON NE (2017)
 LH0429
 LH0429                         *CURRENT SURVEY CONTROL
 LH0429  ______________________________________________________________________
 LH0429* NAD 83(1986) POSITION- 40 59 39.     (N) 098 34 10.     (W)   SCALED
 LH0429* NAVD 88 ORTHO HEIGHT -   585.812 (meters)     1921.95  (feet) ADJUSTED
 LH0429  ______________________________________________________________________
 LH0429  GEOID HEIGHT    -        -24.595 (meters)                     GEOID18
 LH0429  DYNAMIC HEIGHT  -        585.511 (meters)     1920.96  (feet) COMP
 LH0429  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 LH0429
 LH0429  VERT ORDER      -  SECOND    CLASS 0
 LH0429
 LH0429.The horizontal coordinates were scaled from a map and have
 LH0429.an estimated accuracy of +/- 6 seconds.
 LH0429
 LH0429.The orthometric height was determined by differential leveling and
 LH0429.adjusted by the NATIONAL GEODETIC SURVEY
 LH0429.in June 1991.
 LH0429
 LH0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0429.GEOID18 height accuracy estimate available here.
 LH0429
 LH0429.Click photographs - Photos may exist for this station.
 LH0429
 LH0429.The dynamic height is computed by dividing the NAVD 88
 LH0429.geopotential number by the normal gravity value computed on the
 LH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0429.degrees latitude (g = 980.6199 gals.).
 LH0429
 LH0429.The modeled gravity was interpolated from observed gravity values.
 LH0429
 LH0429;                    North         East    Units  Estimated Accuracy
 LH0429;SPC NE       -   129,880.      620,330.      MT  (+/- 180 meters Scaled)
 LH0429
 LH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL362381(NAD 83)
 LH0429
 LH0429                          SUPERSEDED SURVEY CONTROL
 LH0429
 LH0429  NGVD 29 (??/??/92)  585.574  (m)         1921.17   (f) ADJ UNCH    2 0
 LH0429
 LH0429.Superseded values are not recommended for survey control.
 LH0429
 LH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0429.See file dsdata.pdf to determine how the superseded data were derived.
 LH0429
 LH0429_MARKER: DB = BENCH MARK DISK
 LH0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0429_STAMPING: N 284 1949
 LH0429_MARK LOGO: CGS
 LH0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0429+STABILITY: SURFACE MOTION
 LH0429
 LH0429  HISTORY     - Date     Condition        Report By
 LH0429  HISTORY     - 1949     MONUMENTED       CGS
 LH0429
 LH0429                          STATION DESCRIPTION
 LH0429
 LH0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0429'2 MI E FROM CAIRO.
 LH0429'2.0 MILES EAST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 LH0429'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 LH0429'CROSSING OF THE RAILROAD AND A NORTH-SOUTH ROAD, 144 FEET NORTH
 LH0429'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF THE NORTH
 LH0429'RAIL OF THE TRACK, 36 FEET WEST OF THE CENTER LINE OF THE
 LH0429'NORTH-SOUTH ROAD, 14 FEET NORTHWEST OF A TELEPHONE POLE, 1.8
 LH0429'FEET SOUTH OF A FENCE, 1.3 FEET SOUTHWEST OF A REFERENCE POST,
 LH0429'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0429'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0405 ***********************************************************************
 ML0405  DESIGNATION -  N 285
 ML0405  PID         -  ML0405
 ML0405  STATE/COUNTY-  NE/SHERMAN
 ML0405  COUNTRY     -  US
 ML0405  USGS QUAD   -  ASHTON (2017)
 ML0405
 ML0405                         *CURRENT SURVEY CONTROL
 ML0405  ______________________________________________________________________
 ML0405* NAD 83(1986) POSITION- 41 10 38.     (N) 098 47 12.     (W)   SCALED
 ML0405* NAVD 88 ORTHO HEIGHT -   640.699 (meters)     2102.03  (feet) ADJUSTED
 ML0405  ______________________________________________________________________
 ML0405  GEOID HEIGHT    -        -24.209 (meters)                     GEOID18
 ML0405  DYNAMIC HEIGHT  -        640.372 (meters)     2100.95  (feet) COMP
 ML0405  MODELED GRAVITY -    980,091.3   (mgal)                       NAVD 88
 ML0405
 ML0405  VERT ORDER      -  SECOND    CLASS 0
 ML0405
 ML0405.The horizontal coordinates were scaled from a map and have
 ML0405.an estimated accuracy of +/- 6 seconds.
 ML0405
 ML0405.The orthometric height was determined by differential leveling and
 ML0405.adjusted by the NATIONAL GEODETIC SURVEY
 ML0405.in June 1991.
 ML0405
 ML0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0405.GEOID18 height accuracy estimate available here.
 ML0405
 ML0405.Click photographs - Photos may exist for this station.
 ML0405
 ML0405.The dynamic height is computed by dividing the NAVD 88
 ML0405.geopotential number by the normal gravity value computed on the
 ML0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0405.degrees latitude (g = 980.6199 gals.).
 ML0405
 ML0405.The modeled gravity was interpolated from observed gravity values.
 ML0405
 ML0405;                    North         East    Units  Estimated Accuracy
 ML0405;SPC NE       -   149,920.      601,770.      MT  (+/- 180 meters Scaled)
 ML0405
 ML0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL178584(NAD 83)
 ML0405
 ML0405                          SUPERSEDED SURVEY CONTROL
 ML0405
 ML0405  NGVD 29 (??/??/92)  640.456  (m)         2101.23   (f) ADJ UNCH    2 0
 ML0405
 ML0405.Superseded values are not recommended for survey control.
 ML0405
 ML0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0405.See file dsdata.pdf to determine how the superseded data were derived.
 ML0405
 ML0405_MARKER: DB = BENCH MARK DISK
 ML0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0405_STAMPING: N 285 1949
 ML0405_MARK LOGO: CGS
 ML0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0405+STABILITY: SURFACE MOTION
 ML0405
 ML0405  HISTORY     - Date     Condition        Report By
 ML0405  HISTORY     - 1949     MONUMENTED       CGS
 ML0405
 ML0405                          STATION DESCRIPTION
 ML0405
 ML0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0405'5.3 MI S FROM ASHTON.
 ML0405'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0405'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 4.0
 ML0405'MILES SOUTH ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF
 ML0405'SECTION 15, T. 14 N., R. 13 W., IN THE NORTHWEST QUARTER OF
 ML0405'A PUBLIC ROAD CROSSING, AT THE SUMMIT OF A HILL IN THE
 ML0405'NORTH-SOUTH ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE
 ML0405'EAST-WEST ROAD, 26 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0405'ROAD, 17 FEET NORTH OF THE CENTER LINE OF A GATE, 1.2 FEET EAST
 ML0405'OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0405'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0405'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1425 ***********************************************************************
 LH1425  DESIGNATION -  N 286 RESET
 LH1425  PID         -  LH1425
 LH1425  STATE/COUNTY-  NE/HALL
 LH1425  COUNTRY     -  US
 LH1425  USGS QUAD   -  ALDA (2017)
 LH1425
 LH1425                         *CURRENT SURVEY CONTROL
 LH1425  ______________________________________________________________________
 LH1425* NAD 83(1986) POSITION- 40 47 35.28   (N) 098 29 36.53   (W)   HD_HELD1
 LH1425* NAVD 88 ORTHO HEIGHT -   587.80  (meters)     1928.5   (feet) RESET
 LH1425  ______________________________________________________________________
 LH1425  GEOID HEIGHT    -        -24.950 (meters)                     GEOID18
 LH1425  VERT ORDER      -  THIRD
 LH1425
 LH1425.The horizontal coordinates were determined by differentially corrected
 LH1425.hand held GPS observations or other comparable positioning techniques
 LH1425.and have an estimated accuracy of +/- 3 meters.
 LH1425
 LH1425.The orthometric height was computed from unverified reset data.
 LH1425
 LH1425.No vertical observational check was made to the station.
 LH1425
 LH1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1425.GEOID18 height accuracy estimate available here.
 LH1425
 LH1425.Click photographs - Photos may exist for this station.
 LH1425
 LH1425;                    North         East    Units  Estimated Accuracy
 LH1425;SPC NE       -   107,671.9     627,106.7     MT  (+/- 3 meters HH1 GPS) 
 LH1425
 LH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4273215916(NAD 83)
 LH1425
 LH1425                          SUPERSEDED SURVEY CONTROL
 LH1425
 LH1425  NGVD 29 (01/31/13)  587.55   (m)         1927.7    (f) RESET       3  
 LH1425
 LH1425.Superseded values are not recommended for survey control.
 LH1425
 LH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1425.See file dsdata.pdf to determine how the superseded data were derived.
 LH1425
 LH1425_MARKER: DV = VERTICAL CONTROL DISK
 LH1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH1425_SP_SET: BRIDGE WING
 LH1425_STAMPING: N 286 RESET 1987
 LH1425_MARK LOGO: NGS
 LH1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1425+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LH1425
 LH1425  HISTORY     - Date     Condition        Report By
 LH1425  HISTORY     - 1987     MONUMENTED       NEDR
 LH1425
 LH1425                          STATION DESCRIPTION
 LH1425
 LH1425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LH1425'0.8 KM (0.50 MI) SOUTHWEST ON U.S. HIGHWAY 30, FROM THE OLD RAILROAD
 LH1425'DEPOT IN ALDA, TO A PAVED ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG
 LH1425'THE PAVED ROAD FOR 5.63 KM (3.50 MI) TO A CURVE WEST, CONTINUE WEST
 LH1425'ALONG THE PAVED ROAD FOR 1.61 KM (1.00 MI) TO A CURVE LEFT AND SOUTH,
 LH1425'CONTINUE SOUTH ALONG THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO THE
 LH1425'JUNCTION WITH INTERSTATE HIGHWAY 80, CONTINUE SOUTH ALONG THE PAVED
 LH1425'ROAD FOR 0.56 KM (0.35 MI)  TO THE MARK ON THE LEFT, SET INTO THE
 LH1425'SOUTHEAST WING OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0475 ***********************************************************************
 LH0475  DESIGNATION -  N 287
 LH0475  PID         -  LH0475
 LH0475  STATE/COUNTY-  NE/BUFFALO
 LH0475  COUNTRY     -  US
 LH0475  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0475
 LH0475                         *CURRENT SURVEY CONTROL
 LH0475  ______________________________________________________________________
 LH0475* NAD 83(1986) POSITION- 40 44 07.     (N) 098 50 43.     (W)   SCALED
 LH0475* NAVD 88 ORTHO HEIGHT -   627.384 (meters)     2058.34  (feet) ADJUSTED
 LH0475  ______________________________________________________________________
 LH0475  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 LH0475  DYNAMIC HEIGHT  -        627.034 (meters)     2057.19  (feet) COMP
 LH0475  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 LH0475
 LH0475  VERT ORDER      -  SECOND    CLASS 0
 LH0475
 LH0475.The horizontal coordinates were scaled from a map and have
 LH0475.an estimated accuracy of +/- 6 seconds.
 LH0475
 LH0475.The orthometric height was determined by differential leveling and
 LH0475.adjusted by the NATIONAL GEODETIC SURVEY
 LH0475.in June 1991.
 LH0475
 LH0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0475.GEOID18 height accuracy estimate available here.
 LH0475
 LH0475.Click photographs - Photos may exist for this station.
 LH0475
 LH0475.The dynamic height is computed by dividing the NAVD 88
 LH0475.geopotential number by the normal gravity value computed on the
 LH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0475.degrees latitude (g = 980.6199 gals.).
 LH0475
 LH0475.The modeled gravity was interpolated from observed gravity values.
 LH0475
 LH0475;                    North         East    Units  Estimated Accuracy
 LH0475;SPC NE       -   100,790.      597,510.      MT  (+/- 180 meters Scaled)
 LH0475
 LH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130093(NAD 83)
 LH0475
 LH0475                          SUPERSEDED SURVEY CONTROL
 LH0475
 LH0475  NGVD 29 (??/??/92)  627.126  (m)         2057.50   (f) ADJ UNCH    2 0
 LH0475
 LH0475.Superseded values are not recommended for survey control.
 LH0475
 LH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0475.See file dsdata.pdf to determine how the superseded data were derived.
 LH0475
 LH0475_MARKER: DB = BENCH MARK DISK
 LH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0475_STAMPING: N 287 1949
 LH0475_MARK LOGO: CGS
 LH0475_PROJECTION: FLUSH
 LH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0475+STABILITY: SURFACE MOTION
 LH0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0475+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 LH0475
 LH0475  HISTORY     - Date     Condition        Report By
 LH0475  HISTORY     - 1949     MONUMENTED       CGS
 LH0475  HISTORY     - 20110111 GOOD             INDIV
 LH0475
 LH0475                          STATION DESCRIPTION
 LH0475
 LH0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0475'0.8 MI S FROM GIBBON.
 LH0475'0.75 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0475'GIBBON, AT THE FARM HOME OF L.E. WILKENN, 162 FEET EAST OF THE
 LH0475'CENTER LINE OF A NORTH-SOUTH ROAD, 55 FEET NORTH OF THE CENTER
 LH0475'LINE OF A PRIVATE DRIVEWAY, 41.0 FEET SOUTHEAST OF THE NORTHEAST
 LH0475'CORNER OF THE HOUSE, 18.6 FEET NORTHEAST OF THE NORTHEAST CORNER
 LH0475'OF THE GARAGE, 3.0 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 LH0475'WINDMILL, 1.8 FEET NORTHWEST OF A FENCE, AND SET IN THE TOP OF A
 LH0475'10-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LH0475'GROUND AND WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING
 LH0475'STEEL.
 LH0475
 LH0475                          STATION RECOVERY (2011)
 LH0475
 LH0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (BSC)
 LH0475'MARK IS 8.4 FEET EAST OF THE EAST FACE OF A GARAGE, 16.0 FEET
 LH0475'SOUTHEAST OF THE NORTHEAST CORNER OF THE GARAGE, 16.5 FEET SOUTHWEST
 LH0475'OF THE SOUTHEAST CORNER OF A METAL SIDED STORAGE SHED, AND 24.5 FEET
 LH0475'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SIDED SHOP BUILDING.
 LH0475'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0504 ***********************************************************************
 LH0504  DESIGNATION -  N 288
 LH0504  PID         -  LH0504
 LH0504  STATE/COUNTY-  NE/KEARNEY
 LH0504  COUNTRY     -  US
 LH0504  USGS QUAD   -  KENESAW (2017)
 LH0504
 LH0504                         *CURRENT SURVEY CONTROL
 LH0504  ______________________________________________________________________
 LH0504* NAD 83(1986) POSITION- 40 36 38.19   (N) 098 43 27.87   (W)   HD_HELD1
 LH0504* NAVD 88 ORTHO HEIGHT -   630.838 (meters)     2069.67  (feet) ADJUSTED
 LH0504  ______________________________________________________________________
 LH0504  GEOID HEIGHT    -        -24.958 (meters)                     GEOID18
 LH0504  DYNAMIC HEIGHT  -        630.480 (meters)     2068.50  (feet) COMP
 LH0504  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 LH0504
 LH0504  VERT ORDER      -  SECOND    CLASS 0
 LH0504
 LH0504.The horizontal coordinates were determined by differentially corrected
 LH0504.hand held GPS observations or other comparable positioning techniques
 LH0504.and have an estimated accuracy of +/- 3 meters.
 LH0504
 LH0504.The orthometric height was determined by differential leveling and
 LH0504.adjusted by the NATIONAL GEODETIC SURVEY
 LH0504.in June 1991.
 LH0504
 LH0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0504.GEOID18 height accuracy estimate available here.
 LH0504
 LH0504.Click photographs - Photos may exist for this station.
 LH0504
 LH0504.The dynamic height is computed by dividing the NAVD 88
 LH0504.geopotential number by the normal gravity value computed on the
 LH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0504.degrees latitude (g = 980.6199 gals.).
 LH0504
 LH0504.The modeled gravity was interpolated from observed gravity values.
 LH0504
 LH0504;                    North         East    Units  Estimated Accuracy
 LH0504;SPC NE       -    87,096.5     607,923.6     MT  (+/- 3 meters HH1 GPS) 
 LH0504
 LH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2331395568(NAD 83)
 LH0504
 LH0504                          SUPERSEDED SURVEY CONTROL
 LH0504
 LH0504  NGVD 29 (??/??/92)  630.588  (m)         2068.85   (f) ADJ UNCH    2 0
 LH0504
 LH0504.Superseded values are not recommended for survey control.
 LH0504
 LH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0504.See file dsdata.pdf to determine how the superseded data were derived.
 LH0504
 LH0504_MARKER: DB = BENCH MARK DISK
 LH0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0504_STAMPING: N 288 1949
 LH0504_MARK LOGO: CGS
 LH0504_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0504+STABILITY: SURFACE MOTION
 LH0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0504+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2020
 LH0504
 LH0504  HISTORY     - Date     Condition        Report By
 LH0504  HISTORY     - 1949     MONUMENTED       CGS
 LH0504  HISTORY     - 20200609 GOOD             NEGS
 LH0504
 LH0504                          STATION DESCRIPTION
 LH0504
 LH0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0504'6.1 MI S FROM DENMAN.
 LH0504'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0504'AT DENMAN, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT
 LH0504'THE FARM HOME OF J.P. GALLAGHER, 234 FEET SOUTH OF THE CENTER
 LH0504'LINE OF AN EAST-WEST ROAD, 60 FEET WEST OF THE CENTER LINE OF
 LH0504'A NORTH-SOUTH ROAD, 24.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LH0504'OF THE HOUSE, 37 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LH0504'DRIVEWAY, 1.0 FOOT SOUTHEAST OF A FENCE, AND SET IN THE TOP OF
 LH0504'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0504
 LH0504                          STATION RECOVERY (2020)
 LH0504
 LH0504'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0504'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND U.S. HIGHWAY 34 WITH
 LH0504'MAIN STREET, SOUTH OF HEARTWELL, NE., GO EAST ON U.S. HIGHWAY 6 AND 34
 LH0504'FOR APPROXIMATELY 3.25 MI (5.23 KM) TO THE JUNCTION WITH S. DENMAN
 LH0504'AVENUE (COUNTY ROAD 44).  TURN LEFT AND GO NORTH ON CO.  ROAD.  44 FOR
 LH0504'APPROXIMATELY 2.0 MI (3.2 KM) TO A T INTERSECTION WITH W. 12TH STREET.
 LH0504'TURN LEFT AND CONTINUE ON CO.  ROAD.  44 FOR APPROXIMATELY 1.0 MI (1.6
 LH0504'KM) TO THE MARK ON THE LEFT (WEST).  THE MARK IS LOCATED WEST OF THE
 LH0504'ROW IN A CULTIVATED FIELD.  THE MARK IS 61.0 FT (18.6 M) WEST OF THE
 LH0504'CENTERLINE OF COUNTY ROAD 44, 40.0 FT (12.2 M) NORTH OF THE
 LH0504'APPROXIMATELY CENTERLINE OF A SELDOM USED FIELD DRIVE (WEST) AND
 LH0504'APPROXIMATELY 235.0 FT (71.6 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 LH0504'T (WEST) AND W. 26TH STREET (EAST).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0470 ***********************************************************************
 LH0470  DESIGNATION -  N 289 RESET
 LH0470  PID         -  LH0470
 LH0470  STATE/COUNTY-  NE/BUFFALO
 LH0470  COUNTRY     -  US
 LH0470  USGS QUAD   -  NEWARK (2017)
 LH0470
 LH0470                         *CURRENT SURVEY CONTROL
 LH0470  ______________________________________________________________________
 LH0470* NAD 83(1986) POSITION- 40 40 26.52   (N) 098 57 06.55   (W)   HD_HELD1
 LH0470* NAVD 88 ORTHO HEIGHT -   638.13  (meters)     2093.6   (feet) RESET
 LH0470  ______________________________________________________________________
 LH0470  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 LH0470  VERT ORDER      -  THIRD
 LH0470
 LH0470.The horizontal coordinates were determined by differentially corrected
 LH0470.hand held GPS observations or other comparable positioning techniques
 LH0470.and have an estimated accuracy of +/- 3 meters.
 LH0470
 LH0470.The orthometric height was computed from unverified reset data.
 LH0470
 LH0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0470.GEOID18 height accuracy estimate available here.
 LH0470
 LH0470.Click photographs - Photos may exist for this station.
 LH0470
 LH0470;                    North         East    Units  Estimated Accuracy
 LH0470;SPC NE       -    93,879.0     588,598.7     MT  (+/- 3 meters HH1 GPS) 
 LH0470
 LH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0407102573(NAD 83)
 LH0470
 LH0470                          SUPERSEDED SURVEY CONTROL
 LH0470
 LH0470  NGVD 29 (??/??/??)  637.87   (m)         2092.7    (f) RESET       3  
 LH0470
 LH0470.Superseded values are not recommended for survey control.
 LH0470
 LH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0470.See file dsdata.pdf to determine how the superseded data were derived.
 LH0470
 LH0470_MARKER: DB = BENCH MARK DISK
 LH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0470_STAMPING: N 289 RESET 1964
 LH0470_MARK LOGO: CGS
 LH0470_PROJECTION: PROJECTING 9 CENTIMETERS
 LH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0470+STABILITY: SURFACE MOTION
 LH0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0470+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 LH0470
 LH0470  HISTORY     - Date     Condition        Report By
 LH0470  HISTORY     - 1964     MONUMENTED       LOCENG
 LH0470  HISTORY     - 19991124 MARK NOT FOUND   NEDR
 LH0470  HISTORY     - 20060512 GOOD             NEDR
 LH0470  HISTORY     - 20160629 GOOD             NEGS
 LH0470  HISTORY     - 20210908 SEE DESCRIPTION  NEGS
 LH0470
 LH0470                          STATION DESCRIPTION
 LH0470
 LH0470'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 LH0470'11 MI NE FROM KEARNEY.
 LH0470'ABOUT 7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT
 LH0470'AT THE JUNCTION OF U.S. HIGHWAY AND STATE HIGHWAY 10 AT KEARNEY,
 LH0470'THENCE 3.55 MILES SOUTH, 70 FEET WEST OF THE CENTERLINE OF
 LH0470'NORTH-SOUTH RECONSTRUCTED HIGHWAY 10 NORTH OF MINDEN, 44 FEET
 LH0470'SOUTH OF THE CENTERLINE OF A T ROAD LEADING WEST, 12 FEET SOUTH
 LH0470'OF A FENCE CORNER POST, 1 FOOT EAST OF A FENCE AND SET IN THE
 LH0470'TOP OF A 3.0 FOOT CREAM CAN FILLED WITH CONCRETE PROJECTING 0.3
 LH0470'FEET ABOVE THE GROUND.  NOTE-- USE WITH CAUTION.
 LH0470
 LH0470                          STATION RECOVERY (1999)
 LH0470
 LH0470'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (DL)
 LH0470'MARK NOT FOUND.
 LH0470
 LH0470                          STATION RECOVERY (2006)
 LH0470
 LH0470'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0470'RECOVERED IN GOOD CONDITION.
 LH0470
 LH0470                          STATION RECOVERY (2016)
 LH0470
 LH0470'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 LH0470'FOOD GOOD
 LH0470
 LH0470                          STATION RECOVERY (2021)
 LH0470
 LH0470'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0470'TO REACH FROM THE JUNCTION OF INTERSTATE 80 AND NE. HIGHWAY 10
 LH0470'(KEYSTONE RD).  APPROXIMATELY 7.0 MI (11.3 KM) EAST OF KEARNEY, NE.,
 LH0470'GO SOUTH ON NE. HIGHWAY 10 (KEYSTONE RD) APPROXIMATELY 0.86 MI (1.38
 LH0470'KM) TO THE T INTERSECTION WITH KILGORE ROAD (WEST).  TURN RIGHT AND GO
 LH0470'WEST ON KILGORE ROAD APPROXIMATELY 70.0' TO THE MARK ON THE LEFT
 LH0470'(SOUTH).  THE MARK IS 44.0 SOUTH OF THE CENTERLINE OF KILGORE ROAD,
 LH0470'1.0 FT (0.3 M) EAST OF A ROW FENCE, 0.8 FT (24 CM) EAST OF AN ORANGE
 LH0470'WITNESS POST AND 70.0 FT (21.3 M) WEST OF THE CENTERLINE OF NE.
 LH0470'HIGHWAY 10.  NOTE THAT THE MARK IS REPORTED TO BE ONLY 3.0' DEEP, DUE
 LH0470'TO A CREAM CAN AS A FORM.  THE MARK SHOULD BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0851 ***********************************************************************
 MK0851  DESIGNATION -  N 290
 MK0851  PID         -  MK0851
 MK0851  STATE/COUNTY-  NE/SAUNDERS
 MK0851  COUNTRY     -  US
 MK0851  USGS QUAD   -  ASHLAND EAST (2017)
 MK0851
 MK0851                         *CURRENT SURVEY CONTROL
 MK0851  ______________________________________________________________________
 MK0851* NAD 83(1986) POSITION- 41 01 47.     (N) 096 21 15.     (W)   SCALED
 MK0851* NAVD 88 ORTHO HEIGHT -   363.624 (meters)     1192.99  (feet) ADJUSTED
 MK0851  ______________________________________________________________________
 MK0851  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 MK0851  DYNAMIC HEIGHT  -        363.476 (meters)     1192.50  (feet) COMP
 MK0851  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 MK0851
 MK0851  VERT ORDER      -  SECOND    CLASS 0
 MK0851
 MK0851.The horizontal coordinates were scaled from a map and have
 MK0851.an estimated accuracy of +/- 6 seconds.
 MK0851
 MK0851.The orthometric height was determined by differential leveling and
 MK0851.adjusted by the NATIONAL GEODETIC SURVEY
 MK0851.in June 1991.
 MK0851
 MK0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0851.GEOID18 height accuracy estimate available here.
 MK0851
 MK0851.Click photographs - Photos may exist for this station.
 MK0851
 MK0851.The dynamic height is computed by dividing the NAVD 88
 MK0851.geopotential number by the normal gravity value computed on the
 MK0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0851.degrees latitude (g = 980.6199 gals.).
 MK0851
 MK0851.The modeled gravity was interpolated from observed gravity values.
 MK0851
 MK0851;                    North         East    Units  Estimated Accuracy
 MK0851;SPC NE       -   139,290.      806,420.      MT  (+/- 180 meters Scaled)
 MK0851
 MK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL224454(NAD 83)
 MK0851
 MK0851                          SUPERSEDED SURVEY CONTROL
 MK0851
 MK0851  NGVD 29 (??/??/92)  363.521  (m)         1192.65   (f) ADJ UNCH    2 0
 MK0851
 MK0851.Superseded values are not recommended for survey control.
 MK0851
 MK0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0851.See file dsdata.pdf to determine how the superseded data were derived.
 MK0851
 MK0851_MARKER: DB = BENCH MARK DISK
 MK0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0851_STAMPING: N 290 1950
 MK0851_MARK LOGO: CGS
 MK0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0851+STABILITY: SURFACE MOTION
 MK0851
 MK0851  HISTORY     - Date     Condition        Report By
 MK0851  HISTORY     - 1950     MONUMENTED       CGS
 MK0851  HISTORY     - 20090219 MARK NOT FOUND   NEDR
 MK0851
 MK0851                          STATION DESCRIPTION
 MK0851
 MK0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0851'1 MI SE FROM ASHLAND.
 MK0851'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0851'WORKS AT ASHLAND, THENCE 0.7 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 MK0851'AT THE FARMHOUSE OF EMMETT BAIRD, 151 FEET SOUTH OF THE CENTER LINE
 MK0851'OF THE ROAD, 13 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0851'17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 4
 MK0851'FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE, SET
 MK0851'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK0851'GROUND.
 MK0851
 MK0851                          STATION RECOVERY (2009)
 MK0851
 MK0851'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0851'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1196 ***********************************************************************
 ML1196  DESIGNATION -  N 291 RESET
 ML1196  PID         -  ML1196
 ML1196  STATE/COUNTY-  NE/BUFFALO
 ML1196  COUNTRY     -  US
 ML1196  USGS QUAD   -  RAVENNA (2017)
 ML1196
 ML1196                         *CURRENT SURVEY CONTROL
 ML1196  ______________________________________________________________________
 ML1196* NAD 83(1986) POSITION- 41 01 03.01   (N) 098 57 02.83   (W)   HD_HELD1
 ML1196* NAVD 88 ORTHO HEIGHT -   620.81  (meters)     2036.8   (feet) RESET
 ML1196  ______________________________________________________________________
 ML1196  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 ML1196  VERT ORDER      -  THIRD
 ML1196
 ML1196.The horizontal coordinates were determined by differentially corrected
 ML1196.hand held GPS observations or other comparable positioning techniques
 ML1196.and have an estimated accuracy of +/- 3 meters.
 ML1196
 ML1196.The orthometric height was computed from unverified reset data.
 ML1196
 ML1196.No vertical observational check was made to the station.
 ML1196
 ML1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1196.GEOID18 height accuracy estimate available here.
 ML1196
 ML1196.Click photographs - Photos may exist for this station.
 ML1196
 ML1196;                    North         East    Units  Estimated Accuracy
 ML1196;SPC NE       -   132,009.4     588,223.3     MT  (+/- 3 meters HH1 GPS) 
 ML1196
 ML1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0413740701(NAD 83)
 ML1196
 ML1196                          SUPERSEDED SURVEY CONTROL
 ML1196
 ML1196  NGVD 29 (01/31/13)  620.57   (m)         2036.0    (f) RESET       3  
 ML1196
 ML1196.Superseded values are not recommended for survey control.
 ML1196
 ML1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1196.See file dsdata.pdf to determine how the superseded data were derived.
 ML1196
 ML1196_MARKER: DV = VERTICAL CONTROL DISK
 ML1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1196_STAMPING: N 291 RESET 1988
 ML1196_MARK LOGO: NGS
 ML1196_PROJECTION: FLUSH
 ML1196_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1196+STABILITY: SURFACE MOTION
 ML1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1196+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2021
 ML1196
 ML1196  HISTORY     - Date     Condition        Report By
 ML1196  HISTORY     - 1988     MONUMENTED       NGS
 ML1196  HISTORY     - 20210628 GOOD             NEGS
 ML1196
 ML1196                          STATION DESCRIPTION
 ML1196
 ML1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1196'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 68, AT
 ML1196'RAVENNA, GO WEST ON HIGHWAY 2 FOR 3.21 KM (2.00 MI) TO A PAVED ROAD
 ML1196'ON THE LEFT AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 ML1196'THE DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 ML1196'IS FLUSH WITH THE GROUND.  IT IS 20.4 M (66.9 FT) SOUTH FROM THE
 ML1196'CENTERLINE OF THE HIGHWAY, 22.1 M (72.5 FT) WEST FROM THE CENTERLINE
 ML1196'OF THE PAVED ROAD, 0.34 M (1.1 FT) EAST FROM A WITNESS POST AND IS AT
 ML1196'THE SOUTH RIGHT-OF-WAY FENCE.  A LENGTH OF REBAR WAS DRIVEN ALONG THE
 ML1196'NORTH SIDE OF THE MARK.
 ML1196
 ML1196                          STATION RECOVERY (2021)
 ML1196
 ML1196'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 ML1196'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 68, SOUTH
 ML1196'OF RAVENNA, NE., GO WEST ON NE. HIGHWAY 2 FOR APPROXIMATELY 2 MI (3.2
 ML1196'KM) TO A T INTERSECTION WITH KEYSTONE ROAD (SOUTH).  THE MARK IS IN
 ML1196'THE SOUTHWEST CORNER OF THE INTERSECTION AT MILE POST 325.47.  THE
 ML1196'MARK IS 67.0 FT (20.4 M) WEST OF THE CENTERLINE OF KEYSTONE ROAD, 37.1
 ML1196'FT (11.3 M) WEST OF A POWER POLE, 1.5 FT (0.5 M) SOUTH OF A ROW FENCE,
 ML1196'1.0 FT (0.3 M) EAST OF AN ORANGE WITNESS POST AND APPROXIMATELY 70.0
 ML1196'FT (21.3 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0514 ***********************************************************************
 LH0514  DESIGNATION -  N 292
 LH0514  PID         -  LH0514
 LH0514  STATE/COUNTY-  NE/BUFFALO
 LH0514  COUNTRY     -  US
 LH0514  USGS QUAD   -  KEARNEY (2017)
 LH0514
 LH0514                         *CURRENT SURVEY CONTROL
 LH0514  ______________________________________________________________________
 LH0514* NAD 83(1986) POSITION- 40 43 29.88   (N) 099 00 47.93   (W)   HD_HELD1
 LH0514* NAVD 88 ORTHO HEIGHT -   649.185 (meters)     2129.87  (feet) ADJUSTED
 LH0514  ______________________________________________________________________
 LH0514  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 LH0514  DYNAMIC HEIGHT  -        648.822 (meters)     2128.68  (feet) COMP
 LH0514  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 LH0514
 LH0514  VERT ORDER      -  FIRST     CLASS II
 LH0514
 LH0514.This mark is at Kearney Municipal Airport (EAR)
 LH0514
 LH0514.The horizontal coordinates were determined by differentially corrected
 LH0514.hand held GPS observations or other comparable positioning techniques
 LH0514.and have an estimated accuracy of +/- 3 meters.
 LH0514
 LH0514.The orthometric height was determined by differential leveling and
 LH0514.adjusted by the NATIONAL GEODETIC SURVEY
 LH0514.in May 1993.
 LH0514
 LH0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0514.GEOID18 height accuracy estimate available here.
 LH0514
 LH0514.Click photographs - Photos may exist for this station.
 LH0514
 LH0514.The dynamic height is computed by dividing the NAVD 88
 LH0514.geopotential number by the normal gravity value computed on the
 LH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0514.degrees latitude (g = 980.6199 gals.).
 LH0514
 LH0514.The modeled gravity was interpolated from observed gravity values.
 LH0514
 LH0514;                    North         East    Units  Estimated Accuracy
 LH0514;SPC NE       -    99,472.1     583,336.5     MT  (+/- 3 meters HH1 GPS) 
 LH0514
 LH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9887508226(NAD 83)
 LH0514
 LH0514                          SUPERSEDED SURVEY CONTROL
 LH0514
 LH0514  NAVD 88 (06/15/91)  649.162  (m)         2129.79   (f) SUPERSEDED  1 2
 LH0514  NGVD 29 (02/14/92)  648.921  (m)         2129.00   (f) ADJUSTED    1 2
 LH0514  NGVD 29 (??/??/87)  648.906  (m)         2128.95   (f) SUPERSEDED  1 2
 LH0514
 LH0514.Superseded values are not recommended for survey control.
 LH0514
 LH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0514.See file dsdata.pdf to determine how the superseded data were derived.
 LH0514
 LH0514_MARKER: DB = BENCH MARK DISK
 LH0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0514_STAMPING: N 292 1949
 LH0514_MARK LOGO: CGS
 LH0514_PROJECTION: FLUSH
 LH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0514+STABILITY: SURFACE MOTION
 LH0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0514+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH0514
 LH0514  HISTORY     - Date     Condition        Report By
 LH0514  HISTORY     - 1949     MONUMENTED       CGS
 LH0514  HISTORY     - 1971     GOOD             NGS
 LH0514  HISTORY     - 19910925 GOOD             NGS
 LH0514  HISTORY     - 20050308 GOOD             NEDR
 LH0514  HISTORY     - 20100407 GOOD             JEOCON
 LH0514
 LH0514                          STATION DESCRIPTION
 LH0514
 LH0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0514'4.5 MI E FROM KEARNEY.
 LH0514'3.5 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE MONUMENT AT THE
 LH0514'JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE HIGHWAY NO. 10 AT
 LH0514'KEARNEY, THENCE 1.0 MILE NORTH INTO THE KEARNEY ARMY AIR BASE,
 LH0514'ON THE EAST SIDE OF THE CONTROL TOWER, 62 FEET WEST OF THE
 LH0514'CENTER OF A FIRE HYDRANT, 24 FEET SOUTHWEST OF THE OUTSIDE
 LH0514'CORNER OF A TURN IN A SIDEWALK, 12.4 FEET NORTH OF THE SOUTHEAST
 LH0514'LEG OF THE TOWER, 11 FEET SOUTH OF THE NORTHEAST LEG OF THE
 LH0514'TOWER, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0514'AND LEVEL WITH THE GROUND.  NOTE-- KEARNEY ARMY AIR BASE IS
 LH0514'NOW KEARNEY MUNICIPAL AIRPORT AND THE CONTROL TOWER MENTIONED
 LH0514'ABOVE HAS BEEN DISMANTELED.
 LH0514
 LH0514                          STATION RECOVERY (1971)
 LH0514
 LH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0514'RECOVERED IN GOOD CONDITION.
 LH0514
 LH0514                          STATION RECOVERY (1991)
 LH0514
 LH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0514'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0514'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 LH0514'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH0514'EASTERLY ALONG A ROAD LEADING TO PETERSON AVIATION, 66.1 M (216.9 FT)
 LH0514'NORTHWEST OF THE NORTHWEST CORNER OF PETERSON AVIATION, 63.9 M (209.6
 LH0514'FT) NORTH OF THE ROAD CENTER, 58.0 M (190.3 FT) SOUTHEAST OF THE
 LH0514'SOUTHEAST CORNER OF RODGERS HELICOPTER SERVICE, 34.8 M (114.2 FT)
 LH0514'SOUTH-SOUTHEAST OF A CHAIN-LINK FENCE CORNER, 18.5 M (60.7 FT) WEST
 LH0514'OF A FIRE HYDRANT, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 LH0514'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THERE IS A 12-INCH
 LH0514'GALVANIZED PIPE SURROUNDING THE MONUMENT THAT PROJECTS 2.0 FEET.
 LH0514
 LH0514                          STATION RECOVERY (2005)
 LH0514
 LH0514'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0514'RECOVERED IN GOOD CONDITION.
 LH0514
 LH0514                          STATION RECOVERY (2010)
 LH0514
 LH0514'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0618 ***********************************************************************
 LH0618  DESIGNATION -  N 293
 LH0618  PID         -  LH0618
 LH0618  STATE/COUNTY-  NE/BUFFALO
 LH0618  COUNTRY     -  US
 LH0618  USGS QUAD   -  PLEASANTON NW (2017)
 LH0618
 LH0618                         *CURRENT SURVEY CONTROL
 LH0618  ______________________________________________________________________
 LH0618* NAD 83(1986) POSITION- 40 57 34.     (N) 099 14 09.     (W)   SCALED
 LH0618* NAVD 88 ORTHO HEIGHT -   689.372 (meters)     2261.71  (feet) ADJUSTED
 LH0618  ______________________________________________________________________
 LH0618  GEOID HEIGHT    -        -23.959 (meters)                     GEOID18
 LH0618  DYNAMIC HEIGHT  -        688.992 (meters)     2260.47  (feet) COMP
 LH0618  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 LH0618
 LH0618  VERT ORDER      -  SECOND    CLASS 0
 LH0618
 LH0618.The horizontal coordinates were scaled from a map and have
 LH0618.an estimated accuracy of +/- 6 seconds.
 LH0618
 LH0618.The orthometric height was determined by differential leveling and
 LH0618.adjusted by the NATIONAL GEODETIC SURVEY
 LH0618.in June 1991.
 LH0618
 LH0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0618.GEOID18 height accuracy estimate available here.
 LH0618
 LH0618.Click photographs - Photos may exist for this station.
 LH0618
 LH0618.The dynamic height is computed by dividing the NAVD 88
 LH0618.geopotential number by the normal gravity value computed on the
 LH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0618.degrees latitude (g = 980.6199 gals.).
 LH0618
 LH0618.The modeled gravity was interpolated from observed gravity values.
 LH0618
 LH0618;                    North         East    Units  Estimated Accuracy
 LH0618;SPC NE       -   125,310.      564,310.      MT  (+/- 180 meters Scaled)
 LH0618
 LH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801342(NAD 83)
 LH0618
 LH0618                          SUPERSEDED SURVEY CONTROL
 LH0618
 LH0618  NGVD 29 (??/??/92)  689.122  (m)         2260.89   (f) ADJ UNCH    2 0
 LH0618
 LH0618.Superseded values are not recommended for survey control.
 LH0618
 LH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0618.See file dsdata.pdf to determine how the superseded data were derived.
 LH0618
 LH0618_MARKER: DB = BENCH MARK DISK
 LH0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0618_STAMPING: N 293 1949
 LH0618_MARK LOGO: CGS
 LH0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0618+STABILITY: SURFACE MOTION
 LH0618
 LH0618  HISTORY     - Date     Condition        Report By
 LH0618  HISTORY     - 1949     MONUMENTED       CGS
 LH0618
 LH0618                          STATION DESCRIPTION
 LH0618
 LH0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0618'9.9 MI N FROM AMHERST.
 LH0618'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0618'AMHERST, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, AT THE
 LH0618'NORTHEAST CORNER OF SECTION 3, T. 11 N., R. 17 W., IN THE
 LH0618'SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 109 FEET SOUTHEAST
 LH0618'OF A TELEPHONE POLE ON THE NORTH SIDE OF THE ROAD, 98 FEET WEST
 LH0618'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 71 FEET WEST OF A
 LH0618'CORNER FENCE POST, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LH0618'EAST-WEST ROAD, 0.8 FOOT NORTH OF A FENCE, 1.6 FEET EAST OF A
 LH0618'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0618'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0618'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK P 293.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0647 ***********************************************************************
 LH0647  DESIGNATION -  N 294
 LH0647  PID         -  LH0647
 LH0647  STATE/COUNTY-  NE/BUFFALO
 LH0647  COUNTRY     -  US
 LH0647  USGS QUAD   -  PLEASANTON SE (2017)
 LH0647
 LH0647                         *CURRENT SURVEY CONTROL
 LH0647  ______________________________________________________________________
 LH0647* NAD 83(1986) POSITION- 40 52 22.     (N) 099 05 55.     (W)   SCALED
 LH0647* NAVD 88 ORTHO HEIGHT -   693.926 (meters)     2276.66  (feet) ADJUSTED
 LH0647  ______________________________________________________________________
 LH0647  GEOID HEIGHT    -        -24.103 (meters)                     GEOID18
 LH0647  DYNAMIC HEIGHT  -        693.546 (meters)     2275.41  (feet) COMP
 LH0647  MODELED GRAVITY -    980,053.5   (mgal)                       NAVD 88
 LH0647
 LH0647  VERT ORDER      -  SECOND    CLASS 0
 LH0647
 LH0647.The horizontal coordinates were scaled from a map and have
 LH0647.an estimated accuracy of +/- 6 seconds.
 LH0647
 LH0647.The orthometric height was determined by differential leveling and
 LH0647.adjusted by the NATIONAL GEODETIC SURVEY
 LH0647.in June 1991.
 LH0647
 LH0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0647.GEOID18 height accuracy estimate available here.
 LH0647
 LH0647.Click photographs - Photos may exist for this station.
 LH0647
 LH0647.The dynamic height is computed by dividing the NAVD 88
 LH0647.geopotential number by the normal gravity value computed on the
 LH0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0647.degrees latitude (g = 980.6199 gals.).
 LH0647
 LH0647.The modeled gravity was interpolated from observed gravity values.
 LH0647
 LH0647;                    North         East    Units  Estimated Accuracy
 LH0647;SPC NE       -   115,800.      575,960.      MT  (+/- 180 meters Scaled)
 LH0647
 LH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML916246(NAD 83)
 LH0647
 LH0647                          SUPERSEDED SURVEY CONTROL
 LH0647
 LH0647  NGVD 29 (??/??/92)  693.684  (m)         2275.86   (f) ADJ UNCH    2 0
 LH0647
 LH0647.Superseded values are not recommended for survey control.
 LH0647
 LH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0647.See file dsdata.pdf to determine how the superseded data were derived.
 LH0647
 LH0647_MARKER: DB = BENCH MARK DISK
 LH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0647_STAMPING: N 294 1949
 LH0647_MARK LOGO: CGS
 LH0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0647+STABILITY: SURFACE MOTION
 LH0647
 LH0647  HISTORY     - Date     Condition        Report By
 LH0647  HISTORY     - 1949     MONUMENTED       CGS
 LH0647
 LH0647                          STATION DESCRIPTION
 LH0647
 LH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0647'7 MI S FROM PLEASANTON.
 LH0647'6.3 MILES SOUTH ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 LH0647'AT PLEASANTON, THENCE 0.7 MILE WEST ALONG A COUNTY ROAD, 0.7
 LH0647'MILE WEST OF STATE HIGHWAY NO. 10, 0.3 MILE EAST OF THE SOUTHWEST
 LH0647'CORNER OF SECTION 35, T. 11 N., R. 16 W., ALONG THE SOUTH EDGE
 LH0647'OF A CULTIVATED FIELD, 31 FEET NORTH OF THE CENTER LINE OF THE
 LH0647'ROAD, 4.5 FEET WEST OF A CORNER FENCE POST, 1.6 FEET EAST OF A
 LH0647'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0647'OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0568 ***********************************************************************
 LH0568  DESIGNATION -  N 295 RESET
 LH0568  PID         -  LH0568
 LH0568  STATE/COUNTY-  NE/BUFFALO
 LH0568  COUNTRY     -  US
 LH0568  USGS QUAD   -  MILLER SW (2017)
 LH0568
 LH0568                         *CURRENT SURVEY CONTROL
 LH0568  ______________________________________________________________________
 LH0568* NAD 83(1986) POSITION- 40 48 58.     (N) 099 23 17.     (W)   SCALED
 LH0568* NAVD 88 ORTHO HEIGHT -   744.16  (meters)     2441.5   (feet) RESET
 LH0568  ______________________________________________________________________
 LH0568  GEOID HEIGHT    -        -24.092 (meters)                     GEOID18
 LH0568  VERT ORDER      -  THIRD
 LH0568
 LH0568.The horizontal coordinates were scaled from a map and have
 LH0568.an estimated accuracy of +/- 6 seconds.
 LH0568
 LH0568.The orthometric height was computed from unverified reset data.
 LH0568
 LH0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0568.GEOID18 height accuracy estimate available here.
 LH0568
 LH0568.Click photographs - Photos may exist for this station.
 LH0568
 LH0568;                    North         East    Units  Estimated Accuracy
 LH0568;SPC NE       -   109,300.      551,620.      MT  (+/- 180 meters Scaled)
 LH0568
 LH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML672184(NAD 83)
 LH0568
 LH0568                          SUPERSEDED SURVEY CONTROL
 LH0568
 LH0568  NGVD 29 (01/31/13)  743.89   (m)         2440.6    (f) RESET       3  
 LH0568
 LH0568.Superseded values are not recommended for survey control.
 LH0568
 LH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0568.See file dsdata.pdf to determine how the superseded data were derived.
 LH0568
 LH0568_MARKER: DB = BENCH MARK DISK
 LH0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0568_STAMPING: N 295 RESET 1964
 LH0568_MARK LOGO: CGS
 LH0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0568+STABILITY: SURFACE MOTION
 LH0568
 LH0568  HISTORY     - Date     Condition        Report By
 LH0568  HISTORY     - 1964     MONUMENTED       NEDR
 LH0568
 LH0568                          STATION DESCRIPTION
 LH0568
 LH0568'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 LH0568'7.7 MI SW FROM AMHERST.
 LH0568'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0568'RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG A
 LH0568'COUNTY ROAD, THENCE 6.0 MILES WEST ALONG A COUNTY ROAD, ON THE.
 LH0568'SIDE OF A HILL SLOPING DOWN TO THE SOUTH, 66 FEET SOUTH OF THE
 LH0568'CENTERLINE OF THE ROAD, ALONG THE POWER LINE, 117 FEET NORTH
 LH0568'OF A CONSUMERS PUBLIC POWER CO. POLE, 1 FOOT EAST OF THE WEST
 LH0568'RIGHT-OF-WAY LINE OF STATE PROJECT F-483 (1) AT STATION 441+98,
 LH0568'1 FOOT SOUTH OF A 4 IN BY 4 IN REFERENCE POST, AN SET IN THE TOP
 LH0568'OF A 10 INCH SQUARE CONCRETE POST AND PROJECTING ABOUT 4 INCHES.
 LH0568'LOCATED ON THE EAST SIDE OF SECTION 29, T 10 N, R 18 W
 LH0568'(IN THE FAR NE CORNER OF SECTION 29)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1735 ***********************************************************************
 MK1735  DESIGNATION -  N 296
 MK1735  PID         -  MK1735
 MK1735  STATE/COUNTY-  NE/CASS
 MK1735  COUNTRY     -  US
 MK1735  USGS QUAD   -  SPRINGFIELD (2017)
 MK1735
 MK1735                         *CURRENT SURVEY CONTROL
 MK1735  ______________________________________________________________________
 MK1735* NAD 83(1986) POSITION- 41 00 05.86   (N) 096 08 24.11   (W)   HD_HELD1
 MK1735* NAVD 88 ORTHO HEIGHT -   361.812 (meters)     1187.04  (feet) ADJUSTED
 MK1735  ______________________________________________________________________
 MK1735  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 MK1735  DYNAMIC HEIGHT  -        361.666 (meters)     1186.57  (feet) COMP
 MK1735  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 MK1735
 MK1735  VERT ORDER      -  SECOND    CLASS 0
 MK1735
 MK1735.The horizontal coordinates were determined by differentially corrected
 MK1735.hand held GPS observations or other comparable positioning techniques
 MK1735.and have an estimated accuracy of +/- 3 meters.
 MK1735
 MK1735.The orthometric height was determined by differential leveling and
 MK1735.adjusted by the NATIONAL GEODETIC SURVEY
 MK1735.in June 1991.
 MK1735
 MK1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1735.GEOID18 height accuracy estimate available here.
 MK1735
 MK1735.Click photographs - Photos may exist for this station.
 MK1735
 MK1735.The dynamic height is computed by dividing the NAVD 88
 MK1735.geopotential number by the normal gravity value computed on the
 MK1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1735.degrees latitude (g = 980.6199 gals.).
 MK1735
 MK1735.The modeled gravity was interpolated from observed gravity values.
 MK1735
 MK1735;                    North         East    Units  Estimated Accuracy
 MK1735;SPC NE       -   136,957.5     824,545.0     MT  (+/- 3 meters HH1 GPS) 
 MK1735
 MK1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4053542878(NAD 83)
 MK1735
 MK1735                          SUPERSEDED SURVEY CONTROL
 MK1735
 MK1735  NGVD 29 (??/??/92)  361.717  (m)         1186.73   (f) ADJ UNCH    2 0
 MK1735
 MK1735.Superseded values are not recommended for survey control.
 MK1735
 MK1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1735.See file dsdata.pdf to determine how the superseded data were derived.
 MK1735
 MK1735_MARKER: DB = BENCH MARK DISK
 MK1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1735_STAMPING: N 296 1949
 MK1735_MARK LOGO: CGS
 MK1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1735+STABILITY: SURFACE MOTION
 MK1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1735+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2017
 MK1735
 MK1735  HISTORY     - Date     Condition        Report By
 MK1735  HISTORY     - 1949     MONUMENTED       CGS
 MK1735  HISTORY     - 1964     GOOD             USGS
 MK1735  HISTORY     - 20170508 GOOD             THOMDD
 MK1735
 MK1735                          STATION DESCRIPTION
 MK1735
 MK1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK1735'1.1 MI E FROM LOUISVILLE.
 MK1735'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK1735'STATION AT LOUISVILLE, THENCE 1.0 MILE EAST ALONG THE
 MK1735'LOUISVILLE-PLATTSMOUTH ROAD, AT THE JUNCTION OF A GRAVELED ROAD
 MK1735'LEADING SOUTH, SET IN THE SOUTHEAST CORNER OF A GAME RESERVE, 38
 MK1735'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH,
 MK1735'28 FEET NORTH OF THE CENTER LINE OF THE LOUISVILLE-PLATTSMOUTH
 MK1735'ROAD, 7.0 FEET WEST OF A POWER LINE POLE WHICH IS THE
 MK1735'INTERSECTION POLE OF TWO POWER LINES, 1.3 FEET EAST OF A REFERENCE
 MK1735'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 MK1735'0.5 FOOT ABOVE THE GROUND.  NOTE-- NEAR CORNER SECS. 13, 14,
 MK1735'23 AND 24, T12N, R11E.
 MK1735
 MK1735                          STATION RECOVERY (1964)
 MK1735
 MK1735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1735'RECOVERED IN GOOD CONDITION.
 MK1735
 MK1735                          STATION RECOVERY (2017)
 MK1735
 MK1735'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (NJO)
 MK1735'LOCAL GPS RTK LAT 41D00'05.861N LON 96D08'24.115W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0752 ***********************************************************************
 MK0752  DESIGNATION -  N 297
 MK0752  PID         -  MK0752
 MK0752  STATE/COUNTY-  NE/SAUNDERS
 MK0752  COUNTRY     -  US
 MK0752  USGS QUAD   -  ASHLAND WEST (2017)
 MK0752
 MK0752                         *CURRENT SURVEY CONTROL
 MK0752  ______________________________________________________________________
 MK0752* NAD 83(1986) POSITION- 41 05 20.63   (N) 096 24 23.23   (W)   HD_HELD1
 MK0752* NAVD 88 ORTHO HEIGHT -   339.233 (meters)     1112.97  (feet) ADJUSTED
 MK0752  ______________________________________________________________________
 MK0752  GEOID HEIGHT    -        -26.437 (meters)                     GEOID18
 MK0752  DYNAMIC HEIGHT  -        339.092 (meters)     1112.50  (feet) COMP
 MK0752  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 MK0752
 MK0752  VERT ORDER      -  SECOND    CLASS 0
 MK0752
 MK0752.The horizontal coordinates were determined by differentially corrected
 MK0752.hand held GPS observations or other comparable positioning techniques
 MK0752.and have an estimated accuracy of +/- 3 meters.
 MK0752
 MK0752.The orthometric height was determined by differential leveling and
 MK0752.adjusted by the NATIONAL GEODETIC SURVEY
 MK0752.in June 1991.
 MK0752
 MK0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0752.GEOID18 height accuracy estimate available here.
 MK0752
 MK0752.Click photographs - Photos may exist for this station.
 MK0752
 MK0752.The dynamic height is computed by dividing the NAVD 88
 MK0752.geopotential number by the normal gravity value computed on the
 MK0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0752.degrees latitude (g = 980.6199 gals.).
 MK0752
 MK0752.The modeled gravity was interpolated from observed gravity values.
 MK0752
 MK0752;                    North         East    Units  Estimated Accuracy
 MK0752;SPC NE       -   145,690.8     801,754.4     MT  (+/- 3 meters HH1 GPS) 
 MK0752
 MK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1783751885(NAD 83)
 MK0752
 MK0752                          SUPERSEDED SURVEY CONTROL
 MK0752
 MK0752  NGVD 29 (??/??/92)  339.123  (m)         1112.61   (f) ADJ UNCH    2 0
 MK0752
 MK0752.Superseded values are not recommended for survey control.
 MK0752
 MK0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0752.See file dsdata.pdf to determine how the superseded data were derived.
 MK0752
 MK0752_MARKER: DB = BENCH MARK DISK
 MK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0752_STAMPING: N 297 1950
 MK0752_MARK LOGO: CGS
 MK0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0752+STABILITY: SURFACE MOTION
 MK0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0752+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2021
 MK0752
 MK0752  HISTORY     - Date     Condition        Report By
 MK0752  HISTORY     - 1950     MONUMENTED       CGS
 MK0752  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0752  HISTORY     - 1984     GOOD             LOCSUR
 MK0752  HISTORY     - 20080221 GOOD             NEDR
 MK0752  HISTORY     - 20210709 GOOD             NEGS
 MK0752
 MK0752                          STATION DESCRIPTION
 MK0752
 MK0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0752'1.8 MI SE FROM MEMPHIS.
 MK0752'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0752'THENCE 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 63, AT A ROAD
 MK0752'INTERSECTION, 118 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0752'86 FEET NORTH OF A POWER LINE POLE, 60 FEET EAST OF THE 1ST
 MK0752'TELEPHONE POLE NORTH OF THE ROAD INTERSECTION, 32 FEET EAST OF
 MK0752'THE CENTER LINE OF A NORTH-SOUTH ROAD, 0.8 FOOT WEST OF A FENCE,
 MK0752'1.3 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0752'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0752
 MK0752                          STATION RECOVERY (1968)
 MK0752
 MK0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0752'MARK NOT FOUND.
 MK0752
 MK0752                          STATION RECOVERY (1984)
 MK0752
 MK0752'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0752'RECOVERED IN GOOD CONDITION.
 MK0752
 MK0752                          STATION RECOVERY (2008)
 MK0752
 MK0752'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008
 MK0752'FROM THE JUNCTION OF NE-66 AND SPUR 78C (SPUR TO MEMPHIS) GO SOUTH
 MK0752'THEN EAST ON NE-66 1.42 MILES (2.28 KM) TO THE INTERSECTION WITH A
 MK0752'COUNTY ROAD (CO RD 6) AND THE BENCHMARK IN THE NORTHEAST CORNER OF THE
 MK0752'INTERSECTION.
 MK0752'IT IS 129.5 FEET (39.5 M) NORTH OF THE CENTERLINE OF NE-66, 92.60 FEET
 MK0752'(28.2 M) NORTH OF A CHISELED X IN THE TOP CENTER OF THE NORTH HEADWALL
 MK0752'OF A CULVERT UNDER NE-66, 58.53 FEET (17.84 M) EAST OF THE TOP
 MK0752'SOUTHEAST CORNER OF THE NORTH OF TWO R.O.W. MARKERS, 31.5 FEET (9.6 M)
 MK0752'EAST OF THE CENTERLINE OF CO RD 6,
 MK0752'19.0 FEET (5.8 M) SOUTH OF THE CENTERLINE OF A FIELD DRIVE EAST, 7.9
 MK0752'FEET (2.41 M) SOUTH-SOUTHEAST OF THE TOP CENTER OF THE SOUTH END OF A
 MK0752'CULVERT PIPE UNDER THE FIELD DRIVE EAST, 6.22 FEET (1.90 M) WEST OF A
 MK0752'NAIL IN A POWER POLE, AND 2.89 FEET (0.88 M) SOUTHWEST OF A 5/8 INCH
 MK0752'REBAR THAT PROJECTS 0.2 FEET (0.06 M) ABOVE THE GROUND. IT IS SET IN A
 MK0752'ROUND
 MK0752'CONCRETE MONUMENT THAT IS FLUSH ON THE EAST SIDE AND PROJECTS 1.0 FOOT
 MK0752'(0.3 M) ON THE WEST SIDE.
 MK0752
 MK0752                          STATION RECOVERY (2021)
 MK0752
 MK0752'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 MK0752'TO REACH FROM THE JUNCTION OF NEBRASKA HIGHWAY 66 AND NEBRASKA SPUR
 MK0752'78C EAST OF MEMPHIS, NEBRASKA, GO SOUTH, THEN EAST ON NE HIGHWAY 66
 MK0752'FOR APPROXIMATELY 1.4 MI (2.3 KM) TO THE INTERSECTION OF NEBRASKA
 MK0752'HIGHWAY 66 AND COUNTY ROAD 6.  TURN LEFT AND GO NORTH ON COUNTY ROAD 6
 MK0752'FOR APPROXIMATELY 130.0 FT (39.6 M) TO THE MARK ON THE RIGHT (EAST).
 MK0752'THE MARK IS LOCATED AT MILE POST 91.72.  THE MARK IS 19.0 FT (5.8 M)
 MK0752'SOUTH OF APPROXIMATELY CENTERLINE OF FIELD DRIVE (EAST), 6.0 FT (1.8
 MK0752'M) WEST OF A NAIL IN A POWER POLE, 58.5 FT (17.8 M) EAST OF THE TOP
 MK0752'SOUTHEAST CORNER OF THE NORTH OF TWO ROW MARKERS, 31.5 FT (9.6 M) EAST
 MK0752'OF THE CENTERLINE OF COUNTY ROAD 6 AND 129.5 FT (39.5 M) NORTH OF THE
 MK0752'CENTERLINE OF NEBRASKA HIGHWAY 66.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0758 ***********************************************************************
 MK0758  DESIGNATION -  N 298
 MK0758  PID         -  MK0758
 MK0758  STATE/COUNTY-  NE/SAUNDERS
 MK0758  COUNTRY     -  US
 MK0758  USGS QUAD   -  ASHLAND WEST (2017)
 MK0758
 MK0758                         *CURRENT SURVEY CONTROL
 MK0758  ______________________________________________________________________
 MK0758* NAD 83(2011) POSITION- 41 07 29.51463(N) 096 27 50.58259(W)   ADJUSTED
 MK0758* NAD 83(2011) ELLIP HT-   323.503 (meters)        (06/27/12)   ADJUSTED
 MK0758* NAD 83(2011) EPOCH   -  2010.00
 MK0758* NAVD 88 ORTHO HEIGHT -   350.094 (meters)     1148.60  (feet) ADJUSTED
 MK0758  ______________________________________________________________________
 MK0758  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 MK0758  NAD 83(2011) X  -   -541,703.086 (meters)                     COMP
 MK0758  NAD 83(2011) Y  - -4,781,136.147 (meters)                     COMP
 MK0758  NAD 83(2011) Z  -  4,173,091.542 (meters)                     COMP
 MK0758  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 MK0758  DYNAMIC HEIGHT  -        349.944 (meters)     1148.11  (feet) COMP
 MK0758  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 MK0758
 MK0758  VERT ORDER      -  SECOND    CLASS 0
 MK0758
 MK0758  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK0758  Standards:
 MK0758         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK0758            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK0758  -------------------------------------------------------------------
 MK0758  NETWORK    0.32   0.59           0.14   0.12   0.30     -0.00015987
 MK0758  -------------------------------------------------------------------
 MK0758  Click here for local accuracies and other accuracy information.
 MK0758
 MK0758.The horizontal coordinates were established by GPS observations
 MK0758.and adjusted by the National Geodetic Survey in June 2012.
 MK0758
 MK0758.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK0758.been affixed to the stable North American tectonic plate. See 
 MK0758.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK0758
 MK0758.The horizontal coordinates are valid at the epoch date displayed above
 MK0758.which is a decimal equivalence of Year/Month/Day.
 MK0758
 MK0758.The orthometric height was determined by differential leveling and
 MK0758.adjusted by the NATIONAL GEODETIC SURVEY
 MK0758.in June 1991.
 MK0758
 MK0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0758.GEOID18 height accuracy estimate available here.
 MK0758
 MK0758.Click photographs - Photos may exist for this station.
 MK0758
 MK0758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0758
 MK0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0758
 MK0758.The ellipsoidal height was determined by GPS observations
 MK0758.and is referenced to NAD 83.
 MK0758
 MK0758.The dynamic height is computed by dividing the NAVD 88
 MK0758.geopotential number by the normal gravity value computed on the
 MK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0758.degrees latitude (g = 980.6199 gals.).
 MK0758
 MK0758.The modeled gravity was interpolated from observed gravity values.
 MK0758
 MK0758. The following values were computed from the NAD 83(2011) position.
 MK0758
 MK0758;                    North         East     Units Scale Factor Converg.
 MK0758;SPC NE       -   149,462.712   796,758.007   MT  0.99968057   +2 20 35.7
 MK0758;SPC NE       -   490,362.25  2,614,030.23   sFT  0.99968057   +2 20 35.7
 MK0758;UTM  14      - 4,555,718.078   712,883.718   MT  1.00015780   +1 40 06.7
 MK0758
 MK0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0758!SPC NE       -   0.99994926  x   0.99968057  =   0.99962984
 MK0758!UTM  14      -   0.99994926  x   1.00015780  =   1.00010705
 MK0758
 MK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1288355718(NAD 83)
 MK0758
 MK0758                          SUPERSEDED SURVEY CONTROL
 MK0758
 MK0758  NAD 83(2007)-  41 07 29.51465(N)    096 27 50.58302(W) AD(2002.00) 0
 MK0758  ELLIP H (02/10/07)  323.522  (m)                       GP(2002.00)    
 MK0758  NAD 83(1995)-  41 07 29.51452(N)    096 27 50.58254(W) AD(       ) B
 MK0758  ELLIP H (03/30/05)  323.493  (m)                       GP(       ) 3 1
 MK0758  NAVD 88             350.09   (m)         1148.6    (f) LEVELING    3  
 MK0758  NGVD 29 (??/??/92)  349.976  (m)         1148.21   (f) ADJ UNCH    2 0
 MK0758
 MK0758.Superseded values are not recommended for survey control.
 MK0758
 MK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0758.See file dsdata.pdf to determine how the superseded data were derived.
 MK0758
 MK0758_MARKER: DB = BENCH MARK DISK
 MK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0758_STAMPING: N 298 1950
 MK0758_MARK LOGO: CGS
 MK0758_PROJECTION: PROJECTING 6 CENTIMETERS
 MK0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0758+STABILITY: SURFACE MOTION
 MK0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0758+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2019
 MK0758
 MK0758  HISTORY     - Date     Condition        Report By
 MK0758  HISTORY     - 1950     MONUMENTED       CGS
 MK0758  HISTORY     - 1984     GOOD             LOCSUR
 MK0758  HISTORY     - 2002     GOOD             NEDR
 MK0758  HISTORY     - 20070207 GOOD             USGS
 MK0758  HISTORY     - 20090219 GOOD             NEDR
 MK0758  HISTORY     - 20190326 GOOD             JEOCON
 MK0758  HISTORY     - 20191202 GOOD             NDOT
 MK0758
 MK0758                          STATION DESCRIPTION
 MK0758
 MK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0758'4.4 MI NW FROM MEMPHIS.
 MK0758'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0758'MEMPHIS, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0758'2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 MK0758'A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 200 FEET
 MK0758'NORTHWEST OF THE TOP OF A HILL, 63 FEET WEST OF THE CENTER
 MK0758'LINE OF THE ROAD, 0.5 MILE SOUTH OF THE CENTER LINE OF STATE
 MK0758'HIGHWAY 63, 0.7 FOOT SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS
 MK0758'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK0758'ABOVE THE GROUND.  THIS MARK IS 0.5 MILE SOUTH OF BENCH MARK
 MK0758'P 298.
 MK0758
 MK0758                          STATION RECOVERY (1984)
 MK0758
 MK0758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0758'RECOVERED IN GOOD CONDITION.
 MK0758
 MK0758                          STATION RECOVERY (2002)
 MK0758
 MK0758'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK0758'RECOVERED AS DESCRIBED.
 MK0758
 MK0758                          STATION RECOVERY (2007)
 MK0758
 MK0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2007 (BKW)
 MK0758'RECOVERED AS DESCRIBED
 MK0758
 MK0758                          STATION RECOVERY (2009)
 MK0758
 MK0758'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0758'STATION RECOVERY (2009)
 MK0758'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78C, AT
 MK0758'MEMPHIS, NE., PROCEED NORTH ON STATE HIGHWAY 66 FOR 2.50 MILES TO
 MK0758'COUNTY ROAD F. TURN LEFT (WEST) AND PROCEED ON COUNTY ROAD F FOR 2.00
 MK0758'MILES TO COUNTY ROAD 9. TURN LEFT (SOUTH) AND PROCEED SOUTH ON COUNTY
 MK0758'ROAD 9 FOR 0.50 MILE TO THE MARK ON THE RIGHT (WEST) IN THE FENCELINE.
 MK0758'
 MK0758'IT IS 63 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 9, 0.7 FOOT SOUTH
 MK0758'OF A FENCE, 2.4 WEST OF A 4X4 WOOD WITNESS POST, 1.0 FOOT WEST OF A
 MK0758'FIBERGLASS WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0758'PROJECTS 0.20 FOOT ABOVE GROUND.
 MK0758
 MK0758                          STATION RECOVERY (2019)
 MK0758
 MK0758'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2019 (BJF)
 MK0758'RECOVERED IN GOOD CONDITION.
 MK0758
 MK0758                          STATION RECOVERY (2019)
 MK0758
 MK0758'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 MK0758'TO REACH FROM THE JUNCTION OF NEBRASKA HIGHWAY 66 AND NEBRASKA SPUR
 MK0758'78C - EAST OF MEMPHIS, NE. - GO APPROXIMATELY 1.5 MI (2.4 KM) NORTH ON
 MK0758'NE. HIGHWAY 66 TO COUNTY ROAD E.  TURN LEFT (WEST) AND GO
 MK0758'APPROXIMATELY 2.O MI (3.2 KM) TO COUNTY ROAD 9.  TURN RIGHT (NORTH)
 MK0758'AND GO APPROXIMATELY 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT
 MK0758'(WEST).  THE TIES FROM THE 2009 STATION RECOVERY ARE STILL ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0747 ***********************************************************************
 MK0747  DESIGNATION -  N 299
 MK0747  PID         -  MK0747
 MK0747  STATE/COUNTY-  NE/SAUNDERS
 MK0747  COUNTRY     -  US
 MK0747  USGS QUAD   -  MEAD (2017)
 MK0747
 MK0747                         *CURRENT SURVEY CONTROL
 MK0747  ______________________________________________________________________
 MK0747* NAD 83(1986) POSITION- 41 13 10.     (N) 096 25 43.     (W)   SCALED
 MK0747* NAVD 88 ORTHO HEIGHT -   387.056 (meters)     1269.87  (feet) ADJUSTED
 MK0747  ______________________________________________________________________
 MK0747  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 MK0747  DYNAMIC HEIGHT  -        386.879 (meters)     1269.29  (feet) COMP
 MK0747  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 MK0747
 MK0747  VERT ORDER      -  SECOND    CLASS 0
 MK0747
 MK0747.The horizontal coordinates were scaled from a map and have
 MK0747.an estimated accuracy of +/- 6 seconds.
 MK0747
 MK0747.The orthometric height was determined by differential leveling and
 MK0747.adjusted by the NATIONAL GEODETIC SURVEY
 MK0747.in June 1991.
 MK0747
 MK0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0747.GEOID18 height accuracy estimate available here.
 MK0747
 MK0747.Click photographs - Photos may exist for this station.
 MK0747
 MK0747.The dynamic height is computed by dividing the NAVD 88
 MK0747.geopotential number by the normal gravity value computed on the
 MK0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0747.degrees latitude (g = 980.6199 gals.).
 MK0747
 MK0747.The modeled gravity was interpolated from observed gravity values.
 MK0747
 MK0747;                    North         East    Units  Estimated Accuracy
 MK0747;SPC NE       -   160,080.      799,300.      MT  (+/- 180 meters Scaled)
 MK0747
 MK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL155663(NAD 83)
 MK0747
 MK0747                          SUPERSEDED SURVEY CONTROL
 MK0747
 MK0747  NGVD 29 (??/??/92)  386.919  (m)         1269.42   (f) ADJ UNCH    2 0
 MK0747
 MK0747.Superseded values are not recommended for survey control.
 MK0747
 MK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0747.See file dsdata.pdf to determine how the superseded data were derived.
 MK0747
 MK0747_MARKER: DB = BENCH MARK DISK
 MK0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0747_STAMPING: N 299 1950
 MK0747_MARK LOGO: CGS
 MK0747_PROJECTION: FLUSH
 MK0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0747+STABILITY: SURFACE MOTION
 MK0747
 MK0747  HISTORY     - Date     Condition        Report By
 MK0747  HISTORY     - 1950     MONUMENTED       CGS
 MK0747  HISTORY     - 1960     GOOD             CGS
 MK0747
 MK0747                          STATION DESCRIPTION
 MK0747
 MK0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0747'3.1 MI SW FROM YUTAN.
 MK0747'1.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0747'YUTAN, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, AT DISTRICT
 MK0747'37 SCHOOL, 0.1 MILE WEST OF A NORTH AND SOUTH ROAD, 130 FEET
 MK0747'NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 50 FEET
 MK0747'WEST OF THE CENTER OF THE SOUTH DOOR OF THE SCHOOLHOUSE, 1.2 FEET
 MK0747'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0747'FLUSH WITH THE GROUND.  THIS MARK IS 0.9 MILE EAST OF BENCH
 MK0747'MARK M 299.
 MK0747
 MK0747                          STATION RECOVERY (1960)
 MK0747
 MK0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK0747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0305 ***********************************************************************
 NO0305  DESIGNATION -  N 3
 NO0305  PID         -  NO0305
 NO0305  STATE/COUNTY-  NE/CHERRY
 NO0305  COUNTRY     -  US
 NO0305  USGS QUAD   -  MERRIMAN NE (2017)
 NO0305
 NO0305                         *CURRENT SURVEY CONTROL
 NO0305  ______________________________________________________________________
 NO0305* NAD 83(1986) POSITION- 42 56 31.     (N) 101 34 59.     (W)   SCALED
 NO0305* NAVD 88 ORTHO HEIGHT -   973.599 (meters)     3194.22  (feet) ADJUSTED
 NO0305  ______________________________________________________________________
 NO0305  GEOID HEIGHT    -        -19.569 (meters)                     GEOID18
 NO0305  DYNAMIC HEIGHT  -        973.183 (meters)     3192.85  (feet) COMP
 NO0305  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 NO0305
 NO0305  VERT ORDER      -  FIRST     CLASS II
 NO0305
 NO0305.The horizontal coordinates were scaled from a map and have
 NO0305.an estimated accuracy of +/- 6 seconds.
 NO0305
 NO0305.The orthometric height was determined by differential leveling and
 NO0305.adjusted by the NATIONAL GEODETIC SURVEY
 NO0305.in June 1991.
 NO0305
 NO0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0305.GEOID18 height accuracy estimate available here.
 NO0305
 NO0305.Click photographs - Photos may exist for this station.
 NO0305
 NO0305.The dynamic height is computed by dividing the NAVD 88
 NO0305.geopotential number by the normal gravity value computed on the
 NO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0305.degrees latitude (g = 980.6199 gals.).
 NO0305
 NO0305.The modeled gravity was interpolated from observed gravity values.
 NO0305
 NO0305;                    North         East    Units  Estimated Accuracy
 NO0305;SPC NE       -   346,360.      370,810.      MT  (+/- 180 meters Scaled)
 NO0305
 NO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN892576(NAD 83)
 NO0305
 NO0305                          SUPERSEDED SURVEY CONTROL
 NO0305
 NO0305  NGVD 29 (??/??/92)  973.199  (m)         3192.90   (f) ADJ UNCH    1 2
 NO0305
 NO0305.Superseded values are not recommended for survey control.
 NO0305
 NO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0305.See file dsdata.pdf to determine how the superseded data were derived.
 NO0305
 NO0305_MARKER: H = DRILL HOLE
 NO0305_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0305
 NO0305  HISTORY     - Date     Condition        Report By
 NO0305  HISTORY     - 1901     MONUMENTED       CGS
 NO0305  HISTORY     - 1957     GOOD             CGS
 NO0305
 NO0305                          STATION DESCRIPTION
 NO0305
 NO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0305'6.2 MI E FROM MERRIMAN.
 NO0305'ABOUT 6.15 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0305'RAILWAY FROM THE STATION AT MERRIMAN, IN SECTION 8, T. 34 N.,
 NO0305'R. 36 W., 117 FEET NORTHEAST AND ACROSS THE TRACK FROM THE FIRST
 NO0305'POLE EAST OF MILEPOST 326, 103 FEET NORTHWEST AND ACROSS THE
 NO0305'TRACK FROM THE SECOND POLE EAST OF THE MILEPOST, 41 FEET NORTH
 NO0305'OF THE NORTH RAIL, 260 FEET WEST OF A T FENCE CORNER, 22 1/4
 NO0305'30-FOOT RAILS EAST OF THE EAST END OF BRIDGE 518, 36 FEET
 NO0305'NORTHEAST OF THE NORTH END OF A 12-INCH PIPE CULVERT, ABOUT LEVEL
 NO0305'WITH THE TRACK, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NO0305'LETTERS USBM IN THE TOP OF A STONE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0638 ***********************************************************************
 LF0638  DESIGNATION -  N 3
 LF0638  PID         -  LF0638
 LF0638  STATE/COUNTY-  NE/RICHARDSON
 LF0638  COUNTRY     -  US
 LF0638  USGS QUAD   -  FALLS CITY (2017)
 LF0638
 LF0638                         *CURRENT SURVEY CONTROL
 LF0638  ______________________________________________________________________
 LF0638* NAD 83(1986) POSITION- 40 02 38.     (N) 095 31 13.     (W)   SCALED
 LF0638* NAVD 88 ORTHO HEIGHT -   267.372 (meters)      877.20  (feet) ADJUSTED
 LF0638  ______________________________________________________________________
 LF0638  GEOID HEIGHT    -        -30.607 (meters)                     GEOID18
 LF0638  DYNAMIC HEIGHT  -        267.223 (meters)      876.71  (feet) COMP
 LF0638  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 LF0638
 LF0638  VERT ORDER      -  SECOND    CLASS 0
 LF0638
 LF0638.The horizontal coordinates were scaled from a map and have
 LF0638.an estimated accuracy of +/- 6 seconds.
 LF0638
 LF0638.The orthometric height was determined by differential leveling and
 LF0638.adjusted by the NATIONAL GEODETIC SURVEY
 LF0638.in June 1991.
 LF0638
 LF0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0638.GEOID18 height accuracy estimate available here.
 LF0638
 LF0638.Click photographs - Photos may exist for this station.
 LF0638
 LF0638.The dynamic height is computed by dividing the NAVD 88
 LF0638.geopotential number by the normal gravity value computed on the
 LF0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0638.degrees latitude (g = 980.6199 gals.).
 LF0638
 LF0638.The modeled gravity was interpolated from observed gravity values.
 LF0638
 LF0638;                    North         East    Units  Estimated Accuracy
 LF0638;SPC NE       -    33,280.      882,120.      MT  (+/- 180 meters Scaled)
 LF0638
 LF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE849356(NAD 83)
 LF0638
 LF0638                          SUPERSEDED SURVEY CONTROL
 LF0638
 LF0638  NGVD 29 (??/??/92)  267.304  (m)          876.98   (f) ADJ UNCH    2 0
 LF0638
 LF0638.Superseded values are not recommended for survey control.
 LF0638
 LF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0638.See file dsdata.pdf to determine how the superseded data were derived.
 LF0638
 LF0638_MARKER: Q = CHISELED SQUARE
 LF0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0638_SP_SET: BRIDGE
 LF0638_STAMPING: N 3
 LF0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0638
 LF0638  HISTORY     - Date     Condition        Report By
 LF0638  HISTORY     - UNK      MONUMENTED       USACE
 LF0638  HISTORY     - 1947     GOOD             CGS
 LF0638  HISTORY     - 20061028 MARK NOT FOUND   GEOCAC
 LF0638
 LF0638                          STATION DESCRIPTION
 LF0638
 LF0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0638'0.6 MI N FROM PRESTON.
 LF0638'0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0638'AND QUINCY RAILROAD STATION AT PRESTON, AT THE NORTH END OF A STEEL
 LF0638'BRIDGE OVER THE BIG NEMAHA RIVER, 12.5 FEET EAST OF THE CENTER
 LF0638'OF THE ROAD, 2.0 FEET BELOW THE FLOOR OF THE BRIDGE, 0.7 FOOT
 LF0638'EAST OF THE EAST EDGE OF A BRIDGE MOUNTAIN PLATE, AN OUTLINED
 LF0638'CHISELED SQUARE CUT ON TOP OF THE EXTREME EAST END OF THE MOST
 LF0638'NORTHERLY ONE OF TWO CHANNEL STEEL SUPPORTS AT THE NORTH END
 LF0638'OF THE STEEL GIRDER SECTION OF THE BRIDGE, N 3 IS STAMPED INSIDE
 LF0638'OF THE OUTLINED CHISELED SQUARE.
 LF0638
 LF0638                          STATION RECOVERY (2006)
 LF0638
 LF0638'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0638'THE CURRENT BRIDGE APPEARS TO BE OF A MORE RECENT VINTAGE THAN THE ONE
 LF0638'DESCRIBED IN 1947.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0780 ***********************************************************************
 MK0780  DESIGNATION -  N 300
 MK0780  PID         -  MK0780
 MK0780  STATE/COUNTY-  NE/DOUGLAS
 MK0780  COUNTRY     -  US
 MK0780  USGS QUAD   -  WANN (2017)
 MK0780
 MK0780                         *CURRENT SURVEY CONTROL
 MK0780  ______________________________________________________________________
 MK0780* NAD 83(1986) POSITION- 41 12 18.     (N) 096 18 39.     (W)   SCALED
 MK0780* NAVD 88 ORTHO HEIGHT -   337.711 (meters)     1107.97  (feet) ADJUSTED
 MK0780  ______________________________________________________________________
 MK0780  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 MK0780  DYNAMIC HEIGHT  -        337.563 (meters)     1107.49  (feet) COMP
 MK0780  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 MK0780
 MK0780  VERT ORDER      -  SECOND    CLASS 0
 MK0780
 MK0780.The horizontal coordinates were scaled from a map and have
 MK0780.an estimated accuracy of +/- 6 seconds.
 MK0780
 MK0780.The orthometric height was determined by differential leveling and
 MK0780.adjusted by the NATIONAL GEODETIC SURVEY
 MK0780.in June 1991.
 MK0780
 MK0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0780.GEOID18 height accuracy estimate available here.
 MK0780
 MK0780.Click photographs - Photos may exist for this station.
 MK0780
 MK0780.The dynamic height is computed by dividing the NAVD 88
 MK0780.geopotential number by the normal gravity value computed on the
 MK0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0780.degrees latitude (g = 980.6199 gals.).
 MK0780
 MK0780.The modeled gravity was interpolated from observed gravity values.
 MK0780
 MK0780;                    North         East    Units  Estimated Accuracy
 MK0780;SPC NE       -   158,890.      809,230.      MT  (+/- 180 meters Scaled)
 MK0780
 MK0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL254650(NAD 83)
 MK0780
 MK0780                          SUPERSEDED SURVEY CONTROL
 MK0780
 MK0780  NGVD 29 (??/??/92)  337.590  (m)         1107.58   (f) ADJ UNCH    2 0
 MK0780
 MK0780.Superseded values are not recommended for survey control.
 MK0780
 MK0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0780.See file dsdata.pdf to determine how the superseded data were derived.
 MK0780
 MK0780_MARKER: DB = BENCH MARK DISK
 MK0780_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MK0780_SP_SET: BRIDGE WINGWALL
 MK0780_STAMPING: N 300 1950
 MK0780_MARK LOGO: CGS
 MK0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0780+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 MK0780
 MK0780  HISTORY     - Date     Condition        Report By
 MK0780  HISTORY     - 1950     MONUMENTED       CGS
 MK0780  HISTORY     - 1976     GOOD             LOCSUR
 MK0780  HISTORY     - 19910730 MARK NOT FOUND   LOCENG
 MK0780
 MK0780                          STATION DESCRIPTION
 MK0780
 MK0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0780'8.8 MI S FROM VALLEY.
 MK0780'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0780'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.8
 MK0780'MILES SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 4.0 MILES
 MK0780'SOUTH ALONG STATE HIGHWAY 93, THENCE 2.6 MILES SOUTHEAST ALONG
 MK0780'A GRAVELED ROAD, 11 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MK0780'LEVEL WITH THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 MK0780'NORTHEAST WINGWALL OF A BRIDGE OVER ELKHORN DRAIN.
 MK0780
 MK0780                          STATION RECOVERY (1976)
 MK0780
 MK0780'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0780'RECOVERED IN GOOD CONDITION.
 MK0780
 MK0780                          STATION RECOVERY (1991)
 MK0780
 MK0780'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 MK0780'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7416 ***********************************************************************
 AA7416  DESIGNATION -  N 300 RESET
 AA7416  PID         -  AA7416
 AA7416  STATE/COUNTY-  NE/DOUGLAS
 AA7416  COUNTRY     -  US
 AA7416  USGS QUAD   -  WANN (2017)
 AA7416
 AA7416                         *CURRENT SURVEY CONTROL
 AA7416  ______________________________________________________________________
 AA7416* NAD 83(1986) POSITION- 41 12 17.19   (N) 096 18 39.66   (W)   HD_HELD1
 AA7416* NAVD 88 ORTHO HEIGHT -   337.75  (+/-2cm)     1108.1   (feet) VERTCON
 AA7416  ______________________________________________________________________
 AA7416  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 AA7416  VERT ORDER      -  THIRD (See Below)
 AA7416
 AA7416.The horizontal coordinates were determined by differentially corrected
 AA7416.hand held GPS observations or other comparable positioning techniques
 AA7416.and have an estimated accuracy of +/- 3 meters.
 AA7416
 AA7416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7416
 AA7416.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7416.GEOID18 height accuracy estimate available here.
 AA7416
 AA7416.The vertical order pertains to the NGVD 29 superseded value.
 AA7416
 AA7416.Click photographs - Photos may exist for this station.
 AA7416
 AA7416;                    North         East    Units  Estimated Accuracy
 AA7416;SPC NE       -   158,862.9     809,215.5     MT  (+/- 3 meters HH1 GPS) 
 AA7416
 AA7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2545764975(NAD 83)
 AA7416
 AA7416                          SUPERSEDED SURVEY CONTROL
 AA7416
 AA7416  NGVD 29 (01/31/13)  337.63   (m)         1107.7    (f) RESET       3  
 AA7416
 AA7416.Superseded values are not recommended for survey control.
 AA7416
 AA7416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7416.See file dsdata.pdf to determine how the superseded data were derived.
 AA7416
 AA7416_MARKER: DV = VERTICAL CONTROL DISK
 AA7416_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA7416_SP_SET: BRIDGE WINGWALL
 AA7416_STAMPING: N 300 RESET 1991
 AA7416_MARK LOGO: NGS
 AA7416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7416+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2009
 AA7416
 AA7416  HISTORY     - Date     Condition        Report By
 AA7416  HISTORY     - 1991     MONUMENTED       LOCENG
 AA7416  HISTORY     - 20090826 GOOD             THOMDD
 AA7416  HISTORY     - 20100430 GOOD             INDIV
 AA7416
 AA7416                          STATION DESCRIPTION
 AA7416
 AA7416'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 AA7416'AT COUNTY ROAD 92 AND Q STREET, SET INTO THE TOP OF THE SOUTHEAST
 AA7416'WINGWALL OF A BRIDGE OVER ELKHORN DRAIN.
 AA7416
 AA7416                          STATION RECOVERY (2009)
 AA7416
 AA7416'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2009 (MTC)
 AA7416'RECOVERED IN GOOD CONDITION.
 AA7416
 AA7416                          STATION RECOVERY (2010)
 AA7416
 AA7416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 AA7416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0548 ***********************************************************************
 MK0548  DESIGNATION -  N 301 RESET
 MK0548  PID         -  MK0548
 MK0548  STATE/COUNTY-  NE/SARPY
 MK0548  COUNTRY     -  US
 MK0548  USGS QUAD   -  RALSTON (2017)
 MK0548
 MK0548                         *CURRENT SURVEY CONTROL
 MK0548  ______________________________________________________________________
 MK0548* NAD 83(1986) POSITION- 41 10 06.     (N) 096 04 06.     (W)   SCALED
 MK0548* NAVD 88 ORTHO HEIGHT -   313.38  (meters)     1028.1   (feet) RESET
 MK0548  ______________________________________________________________________
 MK0548  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 MK0548  VERT ORDER      -  THIRD
 MK0548
 MK0548.The horizontal coordinates were scaled from a map and have
 MK0548.an estimated accuracy of +/- 6 seconds.
 MK0548
 MK0548.The orthometric height was computed from unverified reset data.
 MK0548
 MK0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0548.GEOID18 height accuracy estimate available here.
 MK0548
 MK0548.Click photographs - Photos may exist for this station.
 MK0548
 MK0548;                    North         East    Units  Estimated Accuracy
 MK0548;SPC NE       -   155,720.      829,730.      MT  (+/- 180 meters Scaled)
 MK0548
 MK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL459615(NAD 83)
 MK0548
 MK0548                          SUPERSEDED SURVEY CONTROL
 MK0548
 MK0548.No superseded survey control is available for this station.
 MK0548
 MK0548_MARKER: DB = BENCH MARK DISK
 MK0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0548_STAMPING: N 301 RESET 1967
 MK0548_MARK LOGO: CGS
 MK0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0548+STABILITY: SURFACE MOTION
 MK0548
 MK0548  HISTORY     - Date     Condition        Report By
 MK0548  HISTORY     - 1967     MONUMENTED       NEDR
 MK0548  HISTORY     - 1969     GOOD             CGS
 MK0548
 MK0548                          STATION DESCRIPTION
 MK0548
 MK0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK0548'2 MI NW FROM PAPILLION.
 MK0548'ABOUT 2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0548'STATION AT PAPILLION, 11.8 FEET SOUTH OF THE CENTER LINE OF THE
 MK0548'UNION PACIFIC RAILROAD MAIN LINE TRACK, 9.5 FEET WEST OF THE EAST
 MK0548'FACE OF WEST BACKWALL OF BRIDGE 18.41, SET IN THE TOP OF A
 MK0548'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0699 ***********************************************************************
 MJ0699  DESIGNATION -  N 302
 MJ0699  PID         -  MJ0699
 MJ0699  STATE/COUNTY-  NE/SARPY
 MJ0699  COUNTRY     -  US
 MJ0699  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0699
 MJ0699                         *CURRENT SURVEY CONTROL
 MJ0699  ______________________________________________________________________
 MJ0699* NAD 83(1986) POSITION- 41 08 57.     (N) 095 59 09.     (W)   SCALED
 MJ0699* NAVD 88 ORTHO HEIGHT -   304.687 (meters)      999.63  (feet) ADJUSTED
 MJ0699  ______________________________________________________________________
 MJ0699  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 MJ0699  DYNAMIC HEIGHT  -        304.564 (meters)      999.22  (feet) COMP
 MJ0699  MODELED GRAVITY -    980,209.9   (mgal)                       NAVD 88
 MJ0699
 MJ0699  VERT ORDER      -  SECOND    CLASS 0
 MJ0699
 MJ0699.The horizontal coordinates were scaled from a map and have
 MJ0699.an estimated accuracy of +/- 6 seconds.
 MJ0699
 MJ0699.The orthometric height was determined by differential leveling and
 MJ0699.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0699.in June 1991.
 MJ0699
 MJ0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0699.GEOID18 height accuracy estimate available here.
 MJ0699
 MJ0699.Click photographs - Photos may exist for this station.
 MJ0699
 MJ0699.The dynamic height is computed by dividing the NAVD 88
 MJ0699.geopotential number by the normal gravity value computed on the
 MJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0699.degrees latitude (g = 980.6199 gals.).
 MJ0699
 MJ0699.The modeled gravity was interpolated from observed gravity values.
 MJ0699
 MJ0699;                    North         East    Units  Estimated Accuracy
 MJ0699;SPC NE       -   153,910.      836,740.      MT  (+/- 180 meters Scaled)
 MJ0699
 MJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF494596(NAD 83)
 MJ0699
 MJ0699                          SUPERSEDED SURVEY CONTROL
 MJ0699
 MJ0699  NGVD 29 (??/??/92)  304.583  (m)          999.29   (f) ADJ UNCH    2 0
 MJ0699
 MJ0699.Superseded values are not recommended for survey control.
 MJ0699
 MJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0699.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0699
 MJ0699_MARKER: DB = BENCH MARK DISK
 MJ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0699_STAMPING: N 302 1950
 MJ0699_MARK LOGO: CGS
 MJ0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0699+STABILITY: SURFACE MOTION
 MJ0699
 MJ0699  HISTORY     - Date     Condition        Report By
 MJ0699  HISTORY     - 1950     MONUMENTED       CGS
 MJ0699  HISTORY     - 1972     GOOD             NGS
 MJ0699  HISTORY     - 19931025 GOOD             NGS
 MJ0699
 MJ0699                          STATION DESCRIPTION
 MJ0699
 MJ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0699'3.1 MI E FROM PAPILLION.
 MJ0699'3.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0699'AT PAPILLION, AT A ROAD CROSSING, 64 FEET NORTHEAST OF THE
 MJ0699'NORTHEAST CORNER OF A STEEL AND WOODEN BRIDGE OVER PAPILLION
 MJ0699'CREEK, 51 FEET SOUTH OF THE SOUTH RAIL, 12 FEET EAST OF A
 MJ0699'FENCE CORNER, 7 FEET SOUTHWEST OF A TELEPHONE POLE, 1.4 FEET
 MJ0699'WEST OF A WITNESS POST, 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE,
 MJ0699'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MJ0699'THE GROUND.
 MJ0699
 MJ0699                          STATION RECOVERY (1972)
 MJ0699
 MJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MJ0699'RECOVERED IN GOOD CONDITION.
 MJ0699
 MJ0699                          STATION RECOVERY (1993)
 MJ0699
 MJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 MJ0699'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER A LEVEE IS BEING
 MJ0699'BUILT AT THE SITE AND THE MARK WAS RELOCATED.  SEE N 302 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7422 ***********************************************************************
 AA7422  DESIGNATION -  N 302 RESET
 AA7422  PID         -  AA7422
 AA7422  STATE/COUNTY-  NE/SARPY
 AA7422  COUNTRY     -  US
 AA7422  USGS QUAD   -  OMAHA SOUTH (2017)
 AA7422
 AA7422                         *CURRENT SURVEY CONTROL
 AA7422  ______________________________________________________________________
 AA7422* NAD 83(1986) POSITION- 41 08 58.     (N) 095 59 09.     (W)   SCALED
 AA7422* NAVD 88 ORTHO HEIGHT -   303.16  (+/-2cm)      994.6   (feet) VERTCON
 AA7422  ______________________________________________________________________
 AA7422  GEOID HEIGHT    -        -27.112 (meters)                     GEOID18
 AA7422  VERT ORDER      -  THIRD (See Below)
 AA7422
 AA7422.The horizontal coordinates were scaled from a map and have
 AA7422.an estimated accuracy of +/- 6 seconds.
 AA7422
 AA7422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7422
 AA7422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7422.GEOID18 height accuracy estimate available here.
 AA7422
 AA7422.The vertical order pertains to the NGVD 29 superseded value.
 AA7422
 AA7422.Click photographs - Photos may exist for this station.
 AA7422
 AA7422;                    North         East    Units  Estimated Accuracy
 AA7422;SPC NE       -   153,940.      836,740.      MT  (+/- 180 meters Scaled)
 AA7422
 AA7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF494596(NAD 83)
 AA7422
 AA7422                          SUPERSEDED SURVEY CONTROL
 AA7422
 AA7422  NGVD 29 (01/31/13)  303.06   (m)          994.3    (f) RESET       3  
 AA7422
 AA7422.Superseded values are not recommended for survey control.
 AA7422
 AA7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7422.See file dsdata.pdf to determine how the superseded data were derived.
 AA7422
 AA7422_MARKER: DV = VERTICAL CONTROL DISK
 AA7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7422_STAMPING: N 302 RESET 1993
 AA7422_MARK LOGO: NGS
 AA7422_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7422+STABILITY: SURFACE MOTION
 AA7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7422+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7422
 AA7422  HISTORY     - Date     Condition        Report By
 AA7422  HISTORY     - 1993     MONUMENTED       NGS
 AA7422
 AA7422                          STATION DESCRIPTION
 AA7422
 AA7422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7422'TO REACH THE MARK FROM THE SARPY COUNTY COURTHOUSE, IN PAPILLION, AT
 AA7422'THE JUNCTION OF STATE HIGHWAY 370 AND WASHINGTON STREET, GO NORTH ON
 AA7422'WASHINGTON STREET FOR 1.2 MI (1.9 KM) TO 6TH STREET.  TURN RIGHT AND
 AA7422'GO EAST ON 6TH STREET, WHICH BECOMES CORNHUSKER ROAD FOR 2.85 MI (4.59
 AA7422'KM) TO 48TH STREET.  TURN RIGHT AND GO SOUTH ON 48TH STREET FOR 0.5 MI
 AA7422'(0.8 KM) TO A CURVE EAST.  CONTINUE EAST FOR 0.1 MI (0.2 KM) TO A
 AA7422'T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) TO A CURVE WEST
 AA7422'AND THE MARK ON THE LEFT, ON PROPERTY OWNED BY THE PAPIO-MISSOURI
 AA7422'RIVER NATURAL RESOURCES DISTRICT, 8901 SOUTH 154TH STREET, OMAHA, NE
 AA7422'68138-3621.  TELEPHONE 402 444 6222. THE DISK IS SET INTO THE TOP OF A
 AA7422'ROUND, CONCRETE, MONUMENT THAT PROJECTS 3 CM ABOVE THE GROUND.  IT IS
 AA7422'17.8 M (58.4 FT) EAST FROM THE EXTENDED CENTERLINE OF THE NORTH-SOUTH
 AA7422'ROAD, 7.374 M (24.193 FT) EAST OF THE EASTERN ONE OF 2 CONCRETE FENCE
 AA7422'POSTS, 0.835 M (2.739 FT) WEST FROM A T-FENCE POST, 0.743 M (2.438 FT)
 AA7422'SOUTH OF AN EAST-WEST FENCE AND 0.583 M (1.913 FT) EAST FROM A WITNESS
 AA7422'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1037 ***********************************************************************
 MK1037  DESIGNATION -  N 303
 MK1037  PID         -  MK1037
 MK1037  STATE/COUNTY-  NE/SAUNDERS
 MK1037  COUNTRY     -  US
 MK1037  USGS QUAD   -  COLON (2017)
 MK1037
 MK1037                         *CURRENT SURVEY CONTROL
 MK1037  ______________________________________________________________________
 MK1037* NAD 83(1986) POSITION- 41 19 58.     (N) 096 30 05.     (W)   SCALED
 MK1037* NAVD 88 ORTHO HEIGHT -   391.827 (meters)     1285.52  (feet) ADJUSTED
 MK1037  ______________________________________________________________________
 MK1037  GEOID HEIGHT    -        -27.162 (meters)                     GEOID18
 MK1037  DYNAMIC HEIGHT  -        391.642 (meters)     1284.91  (feet) COMP
 MK1037  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 MK1037
 MK1037  VERT ORDER      -  SECOND    CLASS 0
 MK1037
 MK1037.The horizontal coordinates were scaled from a map and have
 MK1037.an estimated accuracy of +/- 6 seconds.
 MK1037
 MK1037.The orthometric height was determined by differential leveling and
 MK1037.adjusted by the NATIONAL GEODETIC SURVEY
 MK1037.in June 1991.
 MK1037
 MK1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1037.GEOID18 height accuracy estimate available here.
 MK1037
 MK1037.Click photographs - Photos may exist for this station.
 MK1037
 MK1037.The dynamic height is computed by dividing the NAVD 88
 MK1037.geopotential number by the normal gravity value computed on the
 MK1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1037.degrees latitude (g = 980.6199 gals.).
 MK1037
 MK1037.The modeled gravity was interpolated from observed gravity values.
 MK1037
 MK1037;                    North         East    Units  Estimated Accuracy
 MK1037;SPC NE       -   172,400.      792,690.      MT  (+/- 180 meters Scaled)
 MK1037
 MK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090787(NAD 83)
 MK1037
 MK1037                          SUPERSEDED SURVEY CONTROL
 MK1037
 MK1037  NGVD 29 (??/??/92)  391.678  (m)         1285.03   (f) ADJ UNCH    2 0
 MK1037
 MK1037.Superseded values are not recommended for survey control.
 MK1037
 MK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1037.See file dsdata.pdf to determine how the superseded data were derived.
 MK1037
 MK1037_MARKER: DB = BENCH MARK DISK
 MK1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1037_STAMPING: N 303 1950
 MK1037_MARK LOGO: CGS
 MK1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1037+STABILITY: SURFACE MOTION
 MK1037
 MK1037  HISTORY     - Date     Condition        Report By
 MK1037  HISTORY     - 1950     MONUMENTED       CGS
 MK1037
 MK1037                          STATION DESCRIPTION
 MK1037
 MK1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1037'9.7 MI NE FROM COLON.
 MK1037'0.4 MILE EAST ALONG MAIN STREET FROM THE CHICAGO AND NORTH
 MK1037'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH ALONG
 MK1037'STATE HIGHWAY 109, THENCE 6.7 MILES EAST ALONG STATE HIGHWAY 64,
 MK1037'THENCE 1.9 MILES NORTH ALONG U.S. HIGHWAY 77, AT THE OTOE
 MK1037'CREEK SCHOOL, ON THE TOP OF A HILL, 80 FEET EAST OF THE CENTER
 MK1037'LINE OF THE HIGHWAY, 6.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MK1037'OF THE SCHOOLHOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1037'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1038 ***********************************************************************
 MK1038  DESIGNATION -  N 304
 MK1038  PID         -  MK1038
 MK1038  STATE/COUNTY-  NE/SAUNDERS
 MK1038  COUNTRY     -  US
 MK1038  USGS QUAD   -  COLON (2017)
 MK1038
 MK1038                         *CURRENT SURVEY CONTROL
 MK1038  ______________________________________________________________________
 MK1038* NAD 83(1986) POSITION- 41 20 47.     (N) 096 30 07.     (W)   SCALED
 MK1038* NAVD 88 ORTHO HEIGHT -   395.493 (meters)     1297.55  (feet) ADJUSTED
 MK1038  ______________________________________________________________________
 MK1038  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 MK1038  DYNAMIC HEIGHT  -        395.307 (meters)     1296.94  (feet) COMP
 MK1038  MODELED GRAVITY -    980,143.6   (mgal)                       NAVD 88
 MK1038
 MK1038  VERT ORDER      -  SECOND    CLASS 0
 MK1038
 MK1038.The horizontal coordinates were scaled from a map and have
 MK1038.an estimated accuracy of +/- 6 seconds.
 MK1038
 MK1038.The orthometric height was determined by differential leveling and
 MK1038.adjusted by the NATIONAL GEODETIC SURVEY
 MK1038.in June 1991.
 MK1038
 MK1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1038.GEOID18 height accuracy estimate available here.
 MK1038
 MK1038.Click photographs - Photos may exist for this station.
 MK1038
 MK1038.The dynamic height is computed by dividing the NAVD 88
 MK1038.geopotential number by the normal gravity value computed on the
 MK1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1038.degrees latitude (g = 980.6199 gals.).
 MK1038
 MK1038.The modeled gravity was interpolated from observed gravity values.
 MK1038
 MK1038;                    North         East    Units  Estimated Accuracy
 MK1038;SPC NE       -   173,910.      792,590.      MT  (+/- 180 meters Scaled)
 MK1038
 MK1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL089802(NAD 83)
 MK1038
 MK1038                          SUPERSEDED SURVEY CONTROL
 MK1038
 MK1038  NGVD 29 (??/??/92)  395.343  (m)         1297.05   (f) ADJ UNCH    2 0
 MK1038
 MK1038.Superseded values are not recommended for survey control.
 MK1038
 MK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1038.See file dsdata.pdf to determine how the superseded data were derived.
 MK1038
 MK1038_MARKER: DB = BENCH MARK DISK
 MK1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1038_STAMPING: N 304 1950
 MK1038_MARK LOGO: CGS
 MK1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1038+STABILITY: SURFACE MOTION
 MK1038
 MK1038  HISTORY     - Date     Condition        Report By
 MK1038  HISTORY     - 1950     MONUMENTED       CGS
 MK1038
 MK1038                          STATION DESCRIPTION
 MK1038
 MK1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1038'6.3 MI S FROM FREMONT.
 MK1038'6.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1038'FREMONT, AT THE POHOCCO LUTHERN CHURCH AND CEMETERY, 142 FEET
 MK1038'WEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET SOUTHWEST OF THE
 MK1038'SOUTHWEST CORNER OF THE CHURCH, 49 FEET SOUTHEAST OF THE SOUTHEAST
 MK1038'CORNER OF A COAL HOUSE, 0.1 FOOT NORTH OF A FENCE, 1.8 FEET
 MK1038'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1038'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0597 ***********************************************************************
 MK0597  DESIGNATION -  N 305
 MK0597  PID         -  MK0597
 MK0597  STATE/COUNTY-  NE/DOUGLAS
 MK0597  COUNTRY     -  US
 MK0597  USGS QUAD   -  ARLINGTON (2017)
 MK0597
 MK0597                         *CURRENT SURVEY CONTROL
 MK0597  ______________________________________________________________________
 MK0597* NAD 83(1986) POSITION- 41 23 29.     (N) 096 19 49.     (W)   SCALED
 MK0597* NAVD 88 ORTHO HEIGHT -   348.581 (meters)     1143.64  (feet) ADJUSTED
 MK0597  ______________________________________________________________________
 MK0597  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 MK0597  DYNAMIC HEIGHT  -        348.417 (meters)     1143.10  (feet) COMP
 MK0597  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 MK0597
 MK0597  VERT ORDER      -  SECOND    CLASS 0
 MK0597
 MK0597.The horizontal coordinates were scaled from a map and have
 MK0597.an estimated accuracy of +/- 6 seconds.
 MK0597
 MK0597.The orthometric height was determined by differential leveling and
 MK0597.adjusted by the NATIONAL GEODETIC SURVEY
 MK0597.in June 1991.
 MK0597
 MK0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0597.GEOID18 height accuracy estimate available here.
 MK0597
 MK0597.Click photographs - Photos may exist for this station.
 MK0597
 MK0597.The dynamic height is computed by dividing the NAVD 88
 MK0597.geopotential number by the normal gravity value computed on the
 MK0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0597.degrees latitude (g = 980.6199 gals.).
 MK0597
 MK0597.The modeled gravity was interpolated from observed gravity values.
 MK0597
 MK0597;                    North         East    Units  Estimated Accuracy
 MK0597;SPC NE       -   179,490.      806,720.      MT  (+/- 180 meters Scaled)
 MK0597
 MK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL232856(NAD 83)
 MK0597
 MK0597                          SUPERSEDED SURVEY CONTROL
 MK0597
 MK0597  NGVD 29 (??/??/92)  348.437  (m)         1143.16   (f) ADJ UNCH    2 0
 MK0597
 MK0597.Superseded values are not recommended for survey control.
 MK0597
 MK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0597.See file dsdata.pdf to determine how the superseded data were derived.
 MK0597
 MK0597_MARKER: DB = BENCH MARK DISK
 MK0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0597_SP_SET: BRIDGE
 MK0597_STAMPING: N 305 1950
 MK0597_MARK LOGO: CGS
 MK0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0597+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2011
 MK0597
 MK0597  HISTORY     - Date     Condition        Report By
 MK0597  HISTORY     - 1950     MONUMENTED       CGS
 MK0597  HISTORY     - 1976     GOOD             LOCSUR
 MK0597  HISTORY     - 20110117 GOOD             INDIV
 MK0597
 MK0597                          STATION DESCRIPTION
 MK0597
 MK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0597'4.6 MI NW FROM ELK CITY.
 MK0597'0.5 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ELK
 MK0597'CITY, THENCE 3.25 MILES WEST ALONG STATE HIGHWAYS 8 AND 93,
 MK0597'THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF
 MK0597'THE DOUGLAS-DODGE COUNTY LINE, 200 FEET NORTHEAST OF A FARMHOUSE,
 MK0597'10 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET LOWER THAN
 MK0597'THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH BRIDGE SEAT
 MK0597'OF A BRIDGE OVER RAWHIDE CREEK.
 MK0597
 MK0597                          STATION RECOVERY (1976)
 MK0597
 MK0597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0597'RECOVERED IN GOOD CONDITION.
 MK0597
 MK0597                          STATION RECOVERY (2011)
 MK0597
 MK0597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0597'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0186 ***********************************************************************
 LH0186  DESIGNATION -  N 306
 LH0186  PID         -  LH0186
 LH0186  STATE/COUNTY-  NE/HALL
 LH0186  COUNTRY     -  US
 LH0186  USGS QUAD   -  GRAND ISLAND (2017)
 LH0186
 LH0186                         *CURRENT SURVEY CONTROL
 LH0186  ______________________________________________________________________
 LH0186* NAD 83(1986) POSITION- 40 56 47.     (N) 098 19 59.     (W)   SCALED
 LH0186* NAVD 88 ORTHO HEIGHT -   566.058 (meters)     1857.14  (feet) ADJUSTED
 LH0186  ______________________________________________________________________
 LH0186  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 LH0186  DYNAMIC HEIGHT  -        565.760 (meters)     1856.16  (feet) COMP
 LH0186  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 LH0186
 LH0186  VERT ORDER      -  SECOND    CLASS 0
 LH0186
 LH0186.The horizontal coordinates were scaled from a map and have
 LH0186.an estimated accuracy of +/- 6 seconds.
 LH0186
 LH0186.The orthometric height was determined by differential leveling and
 LH0186.adjusted by the NATIONAL GEODETIC SURVEY
 LH0186.in June 1991.
 LH0186
 LH0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0186.GEOID18 height accuracy estimate available here.
 LH0186
 LH0186.Click photographs - Photos may exist for this station.
 LH0186
 LH0186.The dynamic height is computed by dividing the NAVD 88
 LH0186.geopotential number by the normal gravity value computed on the
 LH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0186.degrees latitude (g = 980.6199 gals.).
 LH0186
 LH0186.The modeled gravity was interpolated from observed gravity values.
 LH0186
 LH0186;                    North         East    Units  Estimated Accuracy
 LH0186;SPC NE       -   124,930.      640,310.      MT  (+/- 180 meters Scaled)
 LH0186
 LH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL561330(NAD 83)
 LH0186
 LH0186                          SUPERSEDED SURVEY CONTROL
 LH0186
 LH0186  NGVD 29 (??/??/92)  565.816  (m)         1856.35   (f) ADJ UNCH    2 0
 LH0186
 LH0186.Superseded values are not recommended for survey control.
 LH0186
 LH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0186.See file dsdata.pdf to determine how the superseded data were derived.
 LH0186
 LH0186_MARKER: DB = BENCH MARK DISK
 LH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0186_STAMPING: N 306 1950
 LH0186_MARK LOGO: CGS
 LH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0186+STABILITY: SURFACE MOTION
 LH0186
 LH0186  HISTORY     - Date     Condition        Report By
 LH0186  HISTORY     - 1950     MONUMENTED       CGS
 LH0186
 LH0186                          STATION DESCRIPTION
 LH0186
 LH0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0186'1.6 MI N FROM GRAND ISLAND.
 LH0186'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0186'STATION AT GRAND ISLAND, AT A ROAD CROSSING, 206 FEET NORTH OF
 LH0186'THE CENTER LINE OF A ROAD, 46 FEET WEST OF THE WEST RAIL, 12 FEET
 LH0186'NORTHWEST OF THE 2ND TELEPHONE POLE NORTH OF THE ROAD CROSSING,
 LH0186'1.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST SET
 LH0186'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LH0186'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0241 ***********************************************************************
 ML0241  DESIGNATION -  N 307
 ML0241  PID         -  ML0241
 ML0241  STATE/COUNTY-  NE/NANCE
 ML0241  COUNTRY     -  US
 ML0241  USGS QUAD   -  BELGRADE SE (2017)
 ML0241
 ML0241                         *CURRENT SURVEY CONTROL
 ML0241  ______________________________________________________________________
 ML0241* NAD 83(1986) POSITION- 41 20 13.     (N) 098 03 02.     (W)   SCALED
 ML0241* NAVD 88 ORTHO HEIGHT -   535.809 (meters)     1757.90  (feet) ADJUSTED
 ML0241  ______________________________________________________________________
 ML0241  GEOID HEIGHT    -        -24.834 (meters)                     GEOID18
 ML0241  DYNAMIC HEIGHT  -        535.554 (meters)     1757.06  (feet) COMP
 ML0241  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 ML0241
 ML0241  VERT ORDER      -  SECOND    CLASS 0
 ML0241
 ML0241.The horizontal coordinates were scaled from a map and have
 ML0241.an estimated accuracy of +/- 6 seconds.
 ML0241
 ML0241.The orthometric height was determined by differential leveling and
 ML0241.adjusted by the NATIONAL GEODETIC SURVEY
 ML0241.in June 1991.
 ML0241
 ML0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0241.GEOID18 height accuracy estimate available here.
 ML0241
 ML0241.Click photographs - Photos may exist for this station.
 ML0241
 ML0241.The dynamic height is computed by dividing the NAVD 88
 ML0241.geopotential number by the normal gravity value computed on the
 ML0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0241.degrees latitude (g = 980.6199 gals.).
 ML0241
 ML0241.The modeled gravity was interpolated from observed gravity values.
 ML0241
 ML0241;                    North         East    Units  Estimated Accuracy
 ML0241;SPC NE       -   168,780.      663,110.      MT  (+/- 180 meters Scaled)
 ML0241
 ML0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL794765(NAD 83)
 ML0241
 ML0241                          SUPERSEDED SURVEY CONTROL
 ML0241
 ML0241  NGVD 29 (??/??/92)  535.582  (m)         1757.16   (f) ADJ UNCH    2 0
 ML0241
 ML0241.Superseded values are not recommended for survey control.
 ML0241
 ML0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0241.See file dsdata.pdf to determine how the superseded data were derived.
 ML0241
 ML0241_MARKER: DB = BENCH MARK DISK
 ML0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0241_STAMPING: N 307 1950
 ML0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0241+STABILITY: SURFACE MOTION
 ML0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0241+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2012
 ML0241
 ML0241  HISTORY     - Date     Condition        Report By
 ML0241  HISTORY     - 1950     MONUMENTED       CGS
 ML0241  HISTORY     - 20121111 GOOD             INDIV
 ML0241
 ML0241                          STATION DESCRIPTION
 ML0241
 ML0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0241'5.6 MI SW FROM FULLERTON.
 ML0241'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0241'FULLERTON, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT
 ML0241'A T ROAD JUNCTION, IN THE NORTHEAST CORNER OF A CULTIVATED
 ML0241'FIELD, 111 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 ML0241'29 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 ML0241'65 FEET SOUTH OF BENCH MARK 10-78 (U.S.B.R.), 3 FEET SOUTHWEST
 ML0241'OF TELEPHONE POLE 307/1, 2 FEET SOUTHWEST OF A FENCE CORNER, 4
 ML0241'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0241'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0241
 ML0241                          STATION RECOVERY (2012)
 ML0241
 ML0241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0241'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1571 ***********************************************************************
 MK1571  DESIGNATION -  N 308
 MK1571  PID         -  MK1571
 MK1571  STATE/COUNTY-  NE/NANCE
 MK1571  COUNTRY     -  US
 MK1571  USGS QUAD   -  FULLERTON NE (2017)
 MK1571
 MK1571                         *CURRENT SURVEY CONTROL
 MK1571  ______________________________________________________________________
 MK1571* NAD 83(1986) POSITION- 41 24 03.     (N) 097 50 57.     (W)   SCALED
 MK1571* NAVD 88 ORTHO HEIGHT -   487.167 (meters)     1598.31  (feet) ADJUSTED
 MK1571  ______________________________________________________________________
 MK1571  GEOID HEIGHT    -        -25.002 (meters)                     GEOID18
 MK1571  DYNAMIC HEIGHT  -        486.941 (meters)     1597.57  (feet) COMP
 MK1571  MODELED GRAVITY -    980,144.1   (mgal)                       NAVD 88
 MK1571
 MK1571  VERT ORDER      -  SECOND    CLASS 0
 MK1571
 MK1571.The horizontal coordinates were scaled from a map and have
 MK1571.an estimated accuracy of +/- 6 seconds.
 MK1571
 MK1571.The orthometric height was determined by differential leveling and
 MK1571.adjusted by the NATIONAL GEODETIC SURVEY
 MK1571.in June 1991.
 MK1571
 MK1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1571.GEOID18 height accuracy estimate available here.
 MK1571
 MK1571.Click photographs - Photos may exist for this station.
 MK1571
 MK1571.The dynamic height is computed by dividing the NAVD 88
 MK1571.geopotential number by the normal gravity value computed on the
 MK1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1571.degrees latitude (g = 980.6199 gals.).
 MK1571
 MK1571.The modeled gravity was interpolated from observed gravity values.
 MK1571
 MK1571;                    North         East    Units  Estimated Accuracy
 MK1571;SPC NE       -   176,270.      679,780.      MT  (+/- 180 meters Scaled)
 MK1571
 MK1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL961838(NAD 83)
 MK1571
 MK1571                          SUPERSEDED SURVEY CONTROL
 MK1571
 MK1571  NGVD 29 (??/??/92)  486.954  (m)         1597.61   (f) ADJ UNCH    2 0
 MK1571
 MK1571.Superseded values are not recommended for survey control.
 MK1571
 MK1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1571.See file dsdata.pdf to determine how the superseded data were derived.
 MK1571
 MK1571_MARKER: DB = BENCH MARK DISK
 MK1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1571_STAMPING: N 308 1950
 MK1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1571+STABILITY: SURFACE MOTION
 MK1571
 MK1571  HISTORY     - Date     Condition        Report By
 MK1571  HISTORY     - 1950     MONUMENTED       CGS
 MK1571
 MK1571                          STATION DESCRIPTION
 MK1571
 MK1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1571'7.9 MI SW FROM GENOA.
 MK1571'7.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1571'AT GENOA, 0.15 MILE NORTH OF A CURVE IN THE HIGHWAY, 94 FEET
 MK1571'EAST OF THE CENTER OF THE HIGHWAY, 6.5 FEET WEST OF THE SOUTHWEST
 MK1571'CORNER OF THE SHADY NOOK SCHOOL BUILDING, 6.3 FEET SOUTH OF THE
 MK1571'SOUTHWEST CORNER OF THE PORCH, 0.8 FOOT EAST OF THE EAST EDGE OF
 MK1571'A CONCRETE SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1571'PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.2 MILES EAST
 MK1571'OF BENCH MARK M 308.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1429 ***********************************************************************
 MK1429  DESIGNATION -  N 309
 MK1429  PID         -  MK1429
 MK1429  STATE/COUNTY-  NE/MERRICK
 MK1429  COUNTRY     -  US
 MK1429  USGS QUAD   -  SILVER CREEK (2017)
 MK1429
 MK1429                         *CURRENT SURVEY CONTROL
 MK1429  ______________________________________________________________________
 MK1429* NAD 83(1986) POSITION- 41 18 56.     (N) 097 40 31.     (W)   SCALED
 MK1429* NAVD 88 ORTHO HEIGHT -   472.802 (meters)     1551.18  (feet) ADJUSTED
 MK1429  ______________________________________________________________________
 MK1429  GEOID HEIGHT    -        -25.317 (meters)                     GEOID18
 MK1429  DYNAMIC HEIGHT  -        472.584 (meters)     1550.47  (feet) COMP
 MK1429  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 MK1429
 MK1429  VERT ORDER      -  SECOND    CLASS 0
 MK1429
 MK1429.The horizontal coordinates were scaled from a map and have
 MK1429.an estimated accuracy of +/- 6 seconds.
 MK1429
 MK1429.The orthometric height was determined by differential leveling and
 MK1429.adjusted by the NATIONAL GEODETIC SURVEY
 MK1429.in June 1991.
 MK1429
 MK1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1429.GEOID18 height accuracy estimate available here.
 MK1429
 MK1429.Click photographs - Photos may exist for this station.
 MK1429
 MK1429.The dynamic height is computed by dividing the NAVD 88
 MK1429.geopotential number by the normal gravity value computed on the
 MK1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1429.degrees latitude (g = 980.6199 gals.).
 MK1429
 MK1429.The modeled gravity was interpolated from observed gravity values.
 MK1429
 MK1429;                    North         East    Units  Estimated Accuracy
 MK1429;SPC NE       -   167,180.      694,570.      MT  (+/- 180 meters Scaled)
 MK1429
 MK1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL108746(NAD 83)
 MK1429
 MK1429                          SUPERSEDED SURVEY CONTROL
 MK1429
 MK1429  NGVD 29 (??/??/92)  472.602  (m)         1550.53   (f) ADJ UNCH    2 0
 MK1429
 MK1429.Superseded values are not recommended for survey control.
 MK1429
 MK1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1429.See file dsdata.pdf to determine how the superseded data were derived.
 MK1429
 MK1429_MARKER: DB = BENCH MARK DISK
 MK1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1429_STAMPING: N 309 1950
 MK1429_MARK LOGO: CGS
 MK1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1429+STABILITY: SURFACE MOTION
 MK1429
 MK1429  HISTORY     - Date     Condition        Report By
 MK1429  HISTORY     - 1950     MONUMENTED       CGS
 MK1429
 MK1429                          STATION DESCRIPTION
 MK1429
 MK1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1429'0.7 MI W FROM SILVER CREEK.
 MK1429'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1429'AT SILVER CREEK, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD,
 MK1429'AT A ROAD INTERSECTION, 105 FEET NORTH OF THE CENTER LINE OF AN
 MK1429'EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1429'AND SOUTH ROAD, IN LINE WITH A NORTH AND SOUTH ROW OF COTTONWOOD
 MK1429'TREES, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK1429'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK1429'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0240 ***********************************************************************
 MM0240  DESIGNATION -  N 31
 MM0240  PID         -  MM0240
 MM0240  STATE/COUNTY-  NE/ARTHUR
 MM0240  COUNTRY     -  US
 MM0240  USGS QUAD   -  PACKARD RANCH (2017)
 MM0240
 MM0240                         *CURRENT SURVEY CONTROL
 MM0240  ______________________________________________________________________
 MM0240* NAD 83(1986) POSITION- 41 28 44.     (N) 101 43 42.     (W)   SCALED
 MM0240* NAVD 88 ORTHO HEIGHT -  1097.509 (meters)     3600.74  (feet) ADJUSTED
 MM0240  ______________________________________________________________________
 MM0240  GEOID HEIGHT    -        -20.426 (meters)                     GEOID18
 MM0240  DYNAMIC HEIGHT  -       1096.837 (meters)     3598.54  (feet) COMP
 MM0240  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 MM0240
 MM0240  VERT ORDER      -  SECOND    CLASS 0
 MM0240
 MM0240.The horizontal coordinates were scaled from a map and have
 MM0240.an estimated accuracy of +/- 6 seconds.
 MM0240
 MM0240.The orthometric height was determined by differential leveling and
 MM0240.adjusted by the NATIONAL GEODETIC SURVEY
 MM0240.in June 1991.
 MM0240
 MM0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0240.GEOID18 height accuracy estimate available here.
 MM0240
 MM0240.Click photographs - Photos may exist for this station.
 MM0240
 MM0240.The dynamic height is computed by dividing the NAVD 88
 MM0240.geopotential number by the normal gravity value computed on the
 MM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0240.degrees latitude (g = 980.6199 gals.).
 MM0240
 MM0240.The modeled gravity was interpolated from observed gravity values.
 MM0240
 MM0240;                    North         East    Units  Estimated Accuracy
 MM0240;SPC NE       -   184,140.      355,700.      MT  (+/- 180 meters Scaled)
 MM0240
 MM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL722955(NAD 83)
 MM0240
 MM0240                          SUPERSEDED SURVEY CONTROL
 MM0240
 MM0240  NGVD 29 (??/??/92) 1097.036  (m)         3599.19   (f) ADJ UNCH    2 0
 MM0240
 MM0240.Superseded values are not recommended for survey control.
 MM0240
 MM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0240.See file dsdata.pdf to determine how the superseded data were derived.
 MM0240
 MM0240_MARKER: DB = BENCH MARK DISK
 MM0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0240_STAMPING: N 31 1934
 MM0240_MARK LOGO: CGS
 MM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0240+STABILITY: SURFACE MOTION
 MM0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0240+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0240
 MM0240  HISTORY     - Date     Condition        Report By
 MM0240  HISTORY     - 1934     MONUMENTED       CGS
 MM0240  HISTORY     - 1941     GOOD             CGS
 MM0240  HISTORY     - 20181105 GOOD             NEGS
 MM0240
 MM0240                          STATION DESCRIPTION
 MM0240
 MM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0240'7.7 MI S FROM ARTHUR.
 MM0240'7.7 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0240'COUNTY, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7
 MM0240'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MM0240'N 31 1934
 MM0240
 MM0240                          STATION RECOVERY (2018)
 MM0240
 MM0240'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0240'TO REACH FROM NEBRASKA HIGHWAY 61 AND HAWKINS STREET IN ARTHUR, GO
 MM0240'SOUTH ON NE. HIGHWAY 61 APPROXIMATELY 7.7 MI (12.4 KM) TO THE STATION
 MM0240'ON THE LEFT (EAST) SIDE OF THE ROAD.
 MM0240'
 MM0240'THE MARK IS LOCATED APPROXIMATELY 45 FT (13.7 M) EAST OF THE
 MM0240'CENTERLINE OF NE. HIGHWAY 61 AT MILE POST 116.72 AND 7 FT (2.1 M) EAST
 MM0240'OF THE ROW FENCE.  THIS POINT IS LIKELY TO BE DESTROYED DUE TO FUTURE
 MM0240'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0531 ***********************************************************************
 ML0531  DESIGNATION -  N 310
 ML0531  PID         -  ML0531
 ML0531  STATE/COUNTY-  NE/WHEELER
 ML0531  COUNTRY     -  US
 ML0531  USGS QUAD   -  GREELEY NE (2017)
 ML0531
 ML0531                         *CURRENT SURVEY CONTROL
 ML0531  ______________________________________________________________________
 ML0531* NAD 83(1986) POSITION- 41 44 28.     (N) 098 30 28.     (W)   SCALED
 ML0531* NAVD 88 ORTHO HEIGHT -   597.396 (meters)     1959.96  (feet) ADJUSTED
 ML0531  ______________________________________________________________________
 ML0531  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 ML0531  DYNAMIC HEIGHT  -        597.113 (meters)     1959.03  (feet) COMP
 ML0531  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 ML0531
 ML0531  VERT ORDER      -  SECOND    CLASS 0
 ML0531
 ML0531.The horizontal coordinates were scaled from a map and have
 ML0531.an estimated accuracy of +/- 6 seconds.
 ML0531
 ML0531.The orthometric height was determined by differential leveling and
 ML0531.adjusted by the NATIONAL GEODETIC SURVEY
 ML0531.in June 1991.
 ML0531
 ML0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0531.GEOID18 height accuracy estimate available here.
 ML0531
 ML0531.Click photographs - Photos may exist for this station.
 ML0531
 ML0531.The dynamic height is computed by dividing the NAVD 88
 ML0531.geopotential number by the normal gravity value computed on the
 ML0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0531.degrees latitude (g = 980.6199 gals.).
 ML0531
 ML0531.The modeled gravity was interpolated from observed gravity values.
 ML0531
 ML0531;                    North         East    Units  Estimated Accuracy
 ML0531;SPC NE       -   212,880.      624,080.      MT  (+/- 180 meters Scaled)
 ML0531
 ML0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM409211(NAD 83)
 ML0531
 ML0531                          SUPERSEDED SURVEY CONTROL
 ML0531
 ML0531  NGVD 29 (??/??/92)  597.156  (m)         1959.17   (f) ADJ UNCH    2 0
 ML0531
 ML0531.Superseded values are not recommended for survey control.
 ML0531
 ML0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0531.See file dsdata.pdf to determine how the superseded data were derived.
 ML0531
 ML0531_MARKER: DB = BENCH MARK DISK
 ML0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0531_STAMPING: N 310 1950
 ML0531_MARK LOGO: CGS
 ML0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0531+STABILITY: SURFACE MOTION
 ML0531
 ML0531  HISTORY     - Date     Condition        Report By
 ML0531  HISTORY     - 1950     MONUMENTED       CGS
 ML0531
 ML0531                          STATION DESCRIPTION
 ML0531
 ML0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0531'10.4 MI SE FROM ERICSON.
 ML0531'10.35 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0531'BANK AT ERICSON, AT A T ROAD JUNCTION, 148 FEET NORTH OF THE
 ML0531'CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET EAST OF THE CENTER
 ML0531'LINE OF A ROAD LEADING NORTH, 4 FEET NORTHWEST OF A POWER POLE,
 ML0531'1.1 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET
 ML0531'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0531'THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK N 310.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1676 ***********************************************************************
 MK1676  DESIGNATION -  N 311 RESET
 MK1676  PID         -  MK1676
 MK1676  STATE/COUNTY-  NE/BOONE
 MK1676  COUNTRY     -  US
 MK1676  USGS QUAD   -  CLOSTER SE (2017)
 MK1676
 MK1676                         *CURRENT SURVEY CONTROL
 MK1676  ______________________________________________________________________
 MK1676* NAD 83(1986) POSITION- 41 52 24.     (N) 097 50 02.     (W)   SCALED
 MK1676* NAVD 88 ORTHO HEIGHT -   592.83  (meters)     1945.0   (feet) RESET
 MK1676  ______________________________________________________________________
 MK1676  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 MK1676  VERT ORDER      -  THIRD
 MK1676
 MK1676.The horizontal coordinates were scaled from a map and have
 MK1676.an estimated accuracy of +/- 6 seconds.
 MK1676
 MK1676.The orthometric height was computed from unverified reset data.
 MK1676
 MK1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1676.GEOID18 height accuracy estimate available here.
 MK1676
 MK1676.Click photographs - Photos may exist for this station.
 MK1676
 MK1676;                    North         East    Units  Estimated Accuracy
 MK1676;SPC NE       -   228,750.      679,740.      MT  (+/- 180 meters Scaled)
 MK1676
 MK1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967363(NAD 83)
 MK1676
 MK1676                          SUPERSEDED SURVEY CONTROL
 MK1676
 MK1676.No superseded survey control is available for this station.
 MK1676
 MK1676_MARKER: DB = BENCH MARK DISK
 MK1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1676_STAMPING: N 311 RESET 1971
 MK1676_MARK LOGO: CGS
 MK1676_PROJECTION: FLUSH
 MK1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1676+STABILITY: SURFACE MOTION
 MK1676
 MK1676  HISTORY     - Date     Condition        Report By
 MK1676  HISTORY     - 1971     MONUMENTED       NGS
 MK1676  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1676
 MK1676                          STATION DESCRIPTION
 MK1676
 MK1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1676'12 MI S FROM TILDEN.
 MK1676'12.05 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1676'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1676'IN THE NORTHWEST ANGLE OF A CROSSROAD INTERSECTION, 128 FEET WEST
 MK1676'OF THE CENTER OF STATE HIGHWAY 39, 45 FEET EAST OF THE CENTER OF A
 MK1676'FARM ENTRANCE ROAD, 36 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MK1676'ROAD, 2 FEET NORTH OF A POWERLINE POLE, SET IN TOP OF A 12-INCH
 MK1676'CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MK1676'SURFACE.  THIS MARK IS 0.412 METER LOWER THAN THE ORIGINAL BENCH
 MK1676'MARK.
 MK1676
 MK1676                          STATION RECOVERY (2009)
 MK1676
 MK1676'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1676'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1696 ***********************************************************************
 MK1696  DESIGNATION -  N 312
 MK1696  PID         -  MK1696
 MK1696  STATE/COUNTY-  NE/BOONE
 MK1696  COUNTRY     -  US
 MK1696  USGS QUAD   -  CLOSTER SW (2017)
 MK1696
 MK1696                         *CURRENT SURVEY CONTROL
 MK1696  ______________________________________________________________________
 MK1696* NAD 83(1986) POSITION- 41 49 45.     (N) 097 53 28.     (W)   SCALED
 MK1696* NAVD 88 ORTHO HEIGHT -   580.879 (meters)     1905.77  (feet) ADJUSTED
 MK1696  ______________________________________________________________________
 MK1696  GEOID HEIGHT    -        -24.372 (meters)                     GEOID18
 MK1696  DYNAMIC HEIGHT  -        580.636 (meters)     1904.97  (feet) COMP
 MK1696  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 MK1696
 MK1696  VERT ORDER      -  SECOND    CLASS 0
 MK1696
 MK1696.The horizontal coordinates were scaled from a map and have
 MK1696.an estimated accuracy of +/- 6 seconds.
 MK1696
 MK1696.The orthometric height was determined by differential leveling and
 MK1696.adjusted by the NATIONAL GEODETIC SURVEY
 MK1696.in June 1991.
 MK1696
 MK1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1696.GEOID18 height accuracy estimate available here.
 MK1696
 MK1696.Click photographs - Photos may exist for this station.
 MK1696
 MK1696.The dynamic height is computed by dividing the NAVD 88
 MK1696.geopotential number by the normal gravity value computed on the
 MK1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1696.degrees latitude (g = 980.6199 gals.).
 MK1696
 MK1696.The modeled gravity was interpolated from observed gravity values.
 MK1696
 MK1696;                    North         East    Units  Estimated Accuracy
 MK1696;SPC NE       -   223,730.      675,120.      MT  (+/- 180 meters Scaled)
 MK1696
 MK1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM920314(NAD 83)
 MK1696
 MK1696                          SUPERSEDED SURVEY CONTROL
 MK1696
 MK1696  NGVD 29 (??/??/92)  580.667  (m)         1905.07   (f) ADJ UNCH    2 0
 MK1696
 MK1696.Superseded values are not recommended for survey control.
 MK1696
 MK1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1696.See file dsdata.pdf to determine how the superseded data were derived.
 MK1696
 MK1696_MARKER: DB = BENCH MARK DISK
 MK1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1696_STAMPING: N 312 1950
 MK1696_MARK LOGO: CGS
 MK1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1696+STABILITY: SURFACE MOTION
 MK1696
 MK1696  HISTORY     - Date     Condition        Report By
 MK1696  HISTORY     - 1950     MONUMENTED       CGS
 MK1696  HISTORY     - 1989     GOOD             LOCSUR
 MK1696
 MK1696                          STATION DESCRIPTION
 MK1696
 MK1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1696'11.7 MI E FROM PETERSBURG.
 MK1696'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1696'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1696'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 5.0 MILES EAST
 MK1696'ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 70 FEET NORTH OF THE
 MK1696'CENTER LINE OF AN EAST AND WEST ROAD, 46 FEET NORTH OF A TELEPHONE
 MK1696'POLE, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1696'29 FEET NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A
 MK1696'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1696'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK1696'0.75 MILE WEST OF BENCH MARK K 311.
 MK1696
 MK1696                          STATION RECOVERY (1989)
 MK1696
 MK1696'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0089 ***********************************************************************
 ML0089  DESIGNATION -  N 313
 ML0089  PID         -  ML0089
 ML0089  STATE/COUNTY-  NE/WHEELER
 ML0089  COUNTRY     -  US
 ML0089  USGS QUAD   -  MUD CREEK (2017)
 ML0089
 ML0089                         *CURRENT SURVEY CONTROL
 ML0089  ______________________________________________________________________
 ML0089* NAD 83(1986) POSITION- 41 46 12.98   (N) 098 22 23.33   (W)   HD_HELD1
 ML0089* NAVD 88 ORTHO HEIGHT -   646.528 (meters)     2121.15  (feet) ADJUSTED
 ML0089  ______________________________________________________________________
 ML0089  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 ML0089  DYNAMIC HEIGHT  -        646.227 (meters)     2120.16  (feet) COMP
 ML0089  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 ML0089
 ML0089  VERT ORDER      -  SECOND    CLASS 0
 ML0089
 ML0089.The horizontal coordinates were determined by differentially corrected
 ML0089.hand held GPS observations or other comparable positioning techniques
 ML0089.and have an estimated accuracy of +/- 3 meters.
 ML0089
 ML0089.The orthometric height was determined by differential leveling and
 ML0089.adjusted by the NATIONAL GEODETIC SURVEY
 ML0089.in June 1991.
 ML0089
 ML0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0089.GEOID18 height accuracy estimate available here.
 ML0089
 ML0089.Click photographs - Photos may exist for this station.
 ML0089
 ML0089.The dynamic height is computed by dividing the NAVD 88
 ML0089.geopotential number by the normal gravity value computed on the
 ML0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0089.degrees latitude (g = 980.6199 gals.).
 ML0089
 ML0089.The modeled gravity was interpolated from observed gravity values.
 ML0089
 ML0089;                    North         East    Units  Estimated Accuracy
 ML0089;SPC NE       -   216,322.2     635,217.0     MT  (+/- 3 meters HH1 GPS) 
 ML0089
 ML0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5210024460(NAD 83)
 ML0089
 ML0089                          SUPERSEDED SURVEY CONTROL
 ML0089
 ML0089  NGVD 29 (??/??/92)  646.289  (m)         2120.37   (f) ADJ UNCH    2 0
 ML0089
 ML0089.Superseded values are not recommended for survey control.
 ML0089
 ML0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0089.See file dsdata.pdf to determine how the superseded data were derived.
 ML0089
 ML0089_MARKER: DB = BENCH MARK DISK
 ML0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0089_STAMPING: N 313 1950
 ML0089_MARK LOGO: CGS
 ML0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0089+STABILITY: SURFACE MOTION
 ML0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0089+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 ML0089
 ML0089  HISTORY     - Date     Condition        Report By
 ML0089  HISTORY     - 1950     MONUMENTED       CGS
 ML0089  HISTORY     - 20100819 GOOD             JEOCON
 ML0089  HISTORY     - 20121031 GOOD             GCT
 ML0089
 ML0089                          STATION DESCRIPTION
 ML0089
 ML0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0089'5.6 MI N FROM SPALDING.
 ML0089'5.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0089'STATE HIGHWAYS 101 AND 91 AT SPALDING, AT A ROAD INTERSECTION,
 ML0089'94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF A
 ML0089'FENCE CORNER, 24 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 ML0089'WEST ROAD, 1.3 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS
 ML0089'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0089'ABOVE THE GROUND.
 ML0089
 ML0089                          STATION RECOVERY (2010)
 ML0089
 ML0089'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0089'RECOVERED IN GOOD CONDITION.
 ML0089
 ML0089                          STATION RECOVERY (2012)
 ML0089
 ML0089'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 ML0089'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0862 ***********************************************************************
 LH0862  DESIGNATION -  N 315
 LH0862  PID         -  LH0862
 LH0862  STATE/COUNTY-  NE/DAWSON
 LH0862  COUNTRY     -  US
 LH0862  USGS QUAD   -  SUMNER (2017)
 LH0862
 LH0862                         *CURRENT SURVEY CONTROL
 LH0862  ______________________________________________________________________
 LH0862* NAD 83(1986) POSITION- 40 57 35.     (N) 099 33 54.     (W)   SCALED
 LH0862* NAVD 88 ORTHO HEIGHT -   732.325 (meters)     2402.64  (feet) ADJUSTED
 LH0862  ______________________________________________________________________
 LH0862  GEOID HEIGHT    -        -23.621 (meters)                     GEOID18
 LH0862  DYNAMIC HEIGHT  -        731.909 (meters)     2401.27  (feet) COMP
 LH0862  MODELED GRAVITY -    980,031.7   (mgal)                       NAVD 88
 LH0862
 LH0862  VERT ORDER      -  SECOND    CLASS 0
 LH0862
 LH0862.The horizontal coordinates were scaled from a map and have
 LH0862.an estimated accuracy of +/- 6 seconds.
 LH0862
 LH0862.The orthometric height was determined by differential leveling and
 LH0862.adjusted by the NATIONAL GEODETIC SURVEY
 LH0862.in June 1991.
 LH0862
 LH0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0862.GEOID18 height accuracy estimate available here.
 LH0862
 LH0862.Click photographs - Photos may exist for this station.
 LH0862
 LH0862.The dynamic height is computed by dividing the NAVD 88
 LH0862.geopotential number by the normal gravity value computed on the
 LH0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0862.degrees latitude (g = 980.6199 gals.).
 LH0862
 LH0862.The modeled gravity was interpolated from observed gravity values.
 LH0862
 LH0862;                    North         East    Units  Estimated Accuracy
 LH0862;SPC NE       -   125,150.      536,610.      MT  (+/- 180 meters Scaled)
 LH0862
 LH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML524344(NAD 83)
 LH0862
 LH0862                          SUPERSEDED SURVEY CONTROL
 LH0862
 LH0862  NGVD 29 (??/??/92)  732.053  (m)         2401.74   (f) ADJ UNCH    2 0
 LH0862
 LH0862.Superseded values are not recommended for survey control.
 LH0862
 LH0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0862.See file dsdata.pdf to determine how the superseded data were derived.
 LH0862
 LH0862_MARKER: DB = BENCH MARK DISK
 LH0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0862_STAMPING: N 315 1950
 LH0862_MARK LOGO: CGS
 LH0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0862+STABILITY: SURFACE MOTION
 LH0862
 LH0862  HISTORY     - Date     Condition        Report By
 LH0862  HISTORY     - 1950     MONUMENTED       CGS
 LH0862  HISTORY     - 1983     GOOD             LOCSUR
 LH0862
 LH0862                          STATION DESCRIPTION
 LH0862
 LH0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0862'3.1 MI W FROM SUMNER.
 LH0862'3.1 MILE WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0862'UNION PACIFIC RAILWAY STATION AT SUMNER, AT THE SOUTHEAST
 LH0862'ENTRANCE TO A CEMETERY, 33 FEET NORTH OF THE CENTER LINE OF
 LH0862'NEBRASKA STATE HIGHWAY NO. 40, 26 FEET WEST OF A TELEPHONE POLE,
 LH0862'8.7 FEET WEST OF THE CENTER LINE OF A DRIVE LEADING NORTH INTO
 LH0862'THE CEMETERY, 2.3 FEET EAST OF A REFERENCE POST, 1.3 FEET SOUTH
 LH0862'OF A FENCE, AND SET IN THE TOP OF A 5.3 FOOT CONCRETE POST
 LH0862'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0862
 LH0862                          STATION RECOVERY (1983)
 LH0862
 LH0862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0832 ***********************************************************************
 ML0832  DESIGNATION -  N 316
 ML0832  PID         -  ML0832
 ML0832  STATE/COUNTY-  NE/CUSTER
 ML0832  COUNTRY     -  US
 ML0832  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0832
 ML0832                         *CURRENT SURVEY CONTROL
 ML0832  ______________________________________________________________________
 ML0832* NAD 83(1986) POSITION- 41 03 34.     (N) 099 40 46.     (W)   SCALED
 ML0832* NAVD 88 ORTHO HEIGHT -   758.197 (meters)     2487.52  (feet) ADJUSTED
 ML0832  ______________________________________________________________________
 ML0832  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 ML0832  DYNAMIC HEIGHT  -        757.763 (meters)     2486.09  (feet) COMP
 ML0832  MODELED GRAVITY -    980,026.3   (mgal)                       NAVD 88
 ML0832
 ML0832  VERT ORDER      -  SECOND    CLASS 0
 ML0832
 ML0832.The horizontal coordinates were scaled from a map and have
 ML0832.an estimated accuracy of +/- 6 seconds.
 ML0832
 ML0832.The orthometric height was determined by differential leveling and
 ML0832.adjusted by the NATIONAL GEODETIC SURVEY
 ML0832.in June 1991.
 ML0832
 ML0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0832.GEOID18 height accuracy estimate available here.
 ML0832
 ML0832.Click photographs - Photos may exist for this station.
 ML0832
 ML0832.The dynamic height is computed by dividing the NAVD 88
 ML0832.geopotential number by the normal gravity value computed on the
 ML0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0832.degrees latitude (g = 980.6199 gals.).
 ML0832
 ML0832.The modeled gravity was interpolated from observed gravity values.
 ML0832
 ML0832;                    North         East    Units  Estimated Accuracy
 ML0832;SPC NE       -   136,180.      526,940.      MT  (+/- 180 meters Scaled)
 ML0832
 ML0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML429455(NAD 83)
 ML0832
 ML0832                          SUPERSEDED SURVEY CONTROL
 ML0832
 ML0832  NGVD 29 (??/??/92)  757.913  (m)         2486.59   (f) ADJ UNCH    2 0
 ML0832
 ML0832.Superseded values are not recommended for survey control.
 ML0832
 ML0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0832.See file dsdata.pdf to determine how the superseded data were derived.
 ML0832
 ML0832_MARKER: DB = BENCH MARK DISK
 ML0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0832_STAMPING: N 316 1950
 ML0832_MARK LOGO: CGS
 ML0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0832+STABILITY: SURFACE MOTION
 ML0832
 ML0832  HISTORY     - Date     Condition        Report By
 ML0832  HISTORY     - 1950     MONUMENTED       CGS
 ML0832  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 ML0832
 ML0832                          STATION DESCRIPTION
 ML0832
 ML0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0832'7 MI SE FROM OCONTO.
 ML0832'7.0 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0832'UNION PACIFIC RAILWAY STATION AT OCONTO, AT THE JUNCTION OF A
 ML0832'DIRT ROAD LEADING EAST, 141 FEET SOUTHEAST OF THE CENTER LINE
 ML0832'OF THE DIRT ROAD LEADING EAST, 124 FEET NORTHEAST OF THE CENTER
 ML0832'LINE OF NEBRASKA STATE HIGHWAY NO. 40, 40 FEET NORTHEAST OF THE
 ML0832'NORTHEAST RAIL OF THE TRACK, 3.6 FEET SOUTHWEST OF A TELEPHONE
 ML0832'POLE, 1.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE
 ML0832'TOP OF A 5.6 FOOT CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ML0832'GROUND.
 ML0832
 ML0832                          STATION RECOVERY (1983)
 ML0832
 ML0832'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0832'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0803 ***********************************************************************
 ML0803  DESIGNATION -  N 317
 ML0803  PID         -  ML0803
 ML0803  STATE/COUNTY-  NE/CUSTER
 ML0803  COUNTRY     -  US
 ML0803  USGS QUAD   -  MURPHY TABLE (2017)
 ML0803
 ML0803                         *CURRENT SURVEY CONTROL
 ML0803  ______________________________________________________________________
 ML0803* NAD 83(1986) POSITION- 41 21 24.     (N) 100 00 01.     (W)   SCALED
 ML0803* NAVD 88 ORTHO HEIGHT -   797.466 (meters)     2616.35  (feet) ADJUSTED
 ML0803  ______________________________________________________________________
 ML0803  GEOID HEIGHT    -        -22.401 (meters)                     GEOID18
 ML0803  DYNAMIC HEIGHT  -        797.036 (meters)     2614.94  (feet) COMP
 ML0803  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 ML0803
 ML0803  VERT ORDER      -  SECOND    CLASS 0
 ML0803
 ML0803.The horizontal coordinates were scaled from a map and have
 ML0803.an estimated accuracy of +/- 6 seconds.
 ML0803
 ML0803.The orthometric height was determined by differential leveling and
 ML0803.adjusted by the NATIONAL GEODETIC SURVEY
 ML0803.in June 1991.
 ML0803
 ML0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0803.GEOID18 height accuracy estimate available here.
 ML0803
 ML0803.Click photographs - Photos may exist for this station.
 ML0803
 ML0803.The dynamic height is computed by dividing the NAVD 88
 ML0803.geopotential number by the normal gravity value computed on the
 ML0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0803.degrees latitude (g = 980.6199 gals.).
 ML0803
 ML0803.The modeled gravity was interpolated from observed gravity values.
 ML0803
 ML0803;                    North         East    Units  Estimated Accuracy
 ML0803;SPC NE       -   169,130.      499,980.      MT  (+/- 180 meters Scaled)
 ML0803
 ML0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML163788(NAD 83)
 ML0803
 ML0803                          SUPERSEDED SURVEY CONTROL
 ML0803
 ML0803  NGVD 29 (??/??/92)  797.218  (m)         2615.54   (f) ADJ UNCH    2 0
 ML0803
 ML0803.Superseded values are not recommended for survey control.
 ML0803
 ML0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0803.See file dsdata.pdf to determine how the superseded data were derived.
 ML0803
 ML0803_MARKER: DB = BENCH MARK DISK
 ML0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0803_STAMPING: N 317 1950
 ML0803_MARK LOGO: CGS
 ML0803_PROJECTION: FLUSH
 ML0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0803+STABILITY: SURFACE MOTION
 ML0803
 ML0803  HISTORY     - Date     Condition        Report By
 ML0803  HISTORY     - 1950     MONUMENTED       CGS
 ML0803
 ML0803                          STATION DESCRIPTION
 ML0803
 ML0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0803'7.8 MI NW FROM CALLAWAY.
 ML0803'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0803'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0803'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0803'ROAD, THENCE 1.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.15
 ML0803'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG
 ML0803'A GRAVELED ROAD, THENCE 0.85 MILE NORTHWEST ALONG A GRAVELED
 ML0803'ROAD, 64 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 ML0803'NORTHEAST OF A POWERLINE POLE, 28 FEET SOUTHEAST OF THE CENTER
 ML0803'LINE OF A PRIVATE DRIVE LEADING NORTHEAST TO A FARMHOUSE, 2.3
 ML0803'FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A
 ML0803'WOVENWIRE FENCE, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST
 ML0803'SET FLUSH WITH THE GROUND.  NOTE-- GRAVELED RD. HAS BEEN RELOCATED
 ML0803'ABOUT .5 MI NE AND OLD RD. IS NOW A PRIVATE FIELD RD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0602 ***********************************************************************
 ML0602  DESIGNATION -  N 318
 ML0602  PID         -  ML0602
 ML0602  STATE/COUNTY-  NE/CUSTER
 ML0602  COUNTRY     -  US
 ML0602  USGS QUAD   -  WALWORTH (2017)
 ML0602
 ML0602                         *CURRENT SURVEY CONTROL
 ML0602  ______________________________________________________________________
 ML0602* NAD 83(1986) POSITION- 41 39 16.     (N) 099 30 52.     (W)   SCALED
 ML0602* NAVD 88 ORTHO HEIGHT -   727.279 (meters)     2386.08  (feet) ADJUSTED
 ML0602  ______________________________________________________________________
 ML0602  GEOID HEIGHT    -        -22.949 (meters)                     GEOID18
 ML0602  DYNAMIC HEIGHT  -        726.913 (meters)     2384.88  (feet) COMP
 ML0602  MODELED GRAVITY -    980,095.7   (mgal)                       NAVD 88
 ML0602
 ML0602  VERT ORDER      -  SECOND    CLASS 0
 ML0602
 ML0602.The horizontal coordinates were scaled from a map and have
 ML0602.an estimated accuracy of +/- 6 seconds.
 ML0602
 ML0602.The orthometric height was determined by differential leveling and
 ML0602.adjusted by the NATIONAL GEODETIC SURVEY
 ML0602.in June 1991.
 ML0602
 ML0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0602.GEOID18 height accuracy estimate available here.
 ML0602
 ML0602.Click photographs - Photos may exist for this station.
 ML0602
 ML0602.The dynamic height is computed by dividing the NAVD 88
 ML0602.geopotential number by the normal gravity value computed on the
 ML0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0602.degrees latitude (g = 980.6199 gals.).
 ML0602
 ML0602.The modeled gravity was interpolated from observed gravity values.
 ML0602
 ML0602;                    North         East    Units  Estimated Accuracy
 ML0602;SPC NE       -   202,300.      540,430.      MT  (+/- 180 meters Scaled)
 ML0602
 ML0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM571115(NAD 83)
 ML0602
 ML0602                          SUPERSEDED SURVEY CONTROL
 ML0602
 ML0602  NGVD 29 (??/??/92)  727.014  (m)         2385.21   (f) ADJ UNCH    2 0
 ML0602
 ML0602.Superseded values are not recommended for survey control.
 ML0602
 ML0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0602.See file dsdata.pdf to determine how the superseded data were derived.
 ML0602
 ML0602_MARKER: DB = BENCH MARK DISK
 ML0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0602_STAMPING: N 318 1950
 ML0602_MARK LOGO: CGS
 ML0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0602+STABILITY: SURFACE MOTION
 ML0602
 ML0602  HISTORY     - Date     Condition        Report By
 ML0602  HISTORY     - 1950     MONUMENTED       CGS
 ML0602
 ML0602                          STATION DESCRIPTION
 ML0602
 ML0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0602'8.7 MI NW FROM SARGENT.
 ML0602'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0602'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0602'6.95 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF A DIRT
 ML0602'ROAD WHICH LEADS SOUTH, 35 FEET SOUTH OF THE CENTER LINE OF THE
 ML0602'EAST AND WEST ROAD, 5 FEET SOUTH OF A FENCE, 3 FEET NORTHWEST OF
 ML0602'A 20 INCH COTTONWOOD TREE, 1.7 FEET EAST OF A WITNESS POST,
 ML0602'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0602'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0985 ***********************************************************************
 ML0985  CBN         -  This is a Cooperative Base Network Control Station.
 ML0985  DESIGNATION -  N 319
 ML0985  PID         -  ML0985
 ML0985  STATE/COUNTY-  NE/LOUP
 ML0985  COUNTRY     -  US
 ML0985  USGS QUAD   -  ALMERIA (2017)
 ML0985
 ML0985                         *CURRENT SURVEY CONTROL
 ML0985  ______________________________________________________________________
 ML0985* NAD 83(2011) POSITION- 41 49 41.57964(N) 099 35 13.40074(W)   ADJUSTED
 ML0985* NAD 83(2011) ELLIP HT-   736.119 (meters)        (06/27/12)   ADJUSTED
 ML0985* NAD 83(2011) EPOCH   -  2010.00
 ML0985* NAVD 88 ORTHO HEIGHT -   758.885 (meters)     2489.78  (feet) ADJUSTED
 ML0985  ______________________________________________________________________
 ML0985  GEOID HEIGHT    -        -22.769 (meters)                     GEOID18
 ML0985  NAD 83(2011) X  -   -792,807.761 (meters)                     COMP
 ML0985  NAD 83(2011) Y  - -4,693,809.657 (meters)                     COMP
 ML0985  NAD 83(2011) Z  -  4,231,896.236 (meters)                     COMP
 ML0985  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 ML0985  DYNAMIC HEIGHT  -        758.517 (meters)     2488.57  (feet) COMP
 ML0985  MODELED GRAVITY -    980,111.9   (mgal)                       NAVD 88
 ML0985
 ML0985  VERT ORDER      -  SECOND    CLASS 0
 ML0985
 ML0985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0985  Standards:
 ML0985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0985  -------------------------------------------------------------------
 ML0985  NETWORK    0.50   1.37           0.24   0.15   0.70      0.00174486
 ML0985  -------------------------------------------------------------------
 ML0985  Click here for local accuracies and other accuracy information.
 ML0985
 ML0985.The horizontal coordinates were established by GPS observations
 ML0985.and adjusted by the National Geodetic Survey in June 2012.
 ML0985
 ML0985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0985.been affixed to the stable North American tectonic plate. See 
 ML0985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0985
 ML0985.The horizontal coordinates are valid at the epoch date displayed above
 ML0985.which is a decimal equivalence of Year/Month/Day.
 ML0985
 ML0985.The orthometric height was determined by differential leveling and
 ML0985.adjusted by the NATIONAL GEODETIC SURVEY
 ML0985.in June 1991.
 ML0985
 ML0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0985.GEOID18 height accuracy estimate available here.
 ML0985
 ML0985.Click photographs - Photos may exist for this station.
 ML0985
 ML0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0985
 ML0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0985
 ML0985.The ellipsoidal height was determined by GPS observations
 ML0985.and is referenced to NAD 83.
 ML0985
 ML0985.The dynamic height is computed by dividing the NAVD 88
 ML0985.geopotential number by the normal gravity value computed on the
 ML0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0985.degrees latitude (g = 980.6199 gals.).
 ML0985
 ML0985.The modeled gravity was interpolated from observed gravity values.
 ML0985
 ML0985. The following values were computed from the NAD 83(2011) position.
 ML0985
 ML0985;                    North         East     Units Scale Factor Converg.
 ML0985;SPC NE       -   221,565.647   534,293.307   MT  0.99967438   +0 16 25.2
 ML0985;SPC NE       -   726,919.96  1,752,927.29   sFT  0.99967438   +0 16 25.2
 ML0985;UTM  14      - 4,630,870.150   451,250.799   MT  0.99962924   -0 23 29.5
 ML0985
 ML0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0985!SPC NE       -   0.99988456  x   0.99967438  =   0.99955897
 ML0985!UTM  14      -   0.99988456  x   0.99962924  =   0.99951384
 ML0985
 ML0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5125030870(NAD 83)
 ML0985
 ML0985                          SUPERSEDED SURVEY CONTROL
 ML0985
 ML0985  NAD 83(2007)-  41 49 41.57956(N)    099 35 13.40142(W) AD(2002.00) 0
 ML0985  ELLIP H (02/10/07)  736.145  (m)                       GP(2002.00)    
 ML0985  ELLIP H (09/24/01)  736.118  (m)                       GP(       ) 4 1
 ML0985  NAD 83(1995)-  41 49 41.57934(N)    099 35 13.40105(W) AD(       ) B
 ML0985  ELLIP H (06/25/96)  736.163  (m)                       GP(       ) 1 1
 ML0985  NAVD 88             758.89   (m)         2489.8    (f) LEVELING    3  
 ML0985  NGVD 29 (??/??/92)  758.613  (m)         2488.88   (f) ADJ UNCH    2 0
 ML0985
 ML0985.Superseded values are not recommended for survey control.
 ML0985
 ML0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0985.See file dsdata.pdf to determine how the superseded data were derived.
 ML0985
 ML0985_MARKER: DB = BENCH MARK DISK
 ML0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0985_STAMPING: N 319 1950
 ML0985_MARK LOGO: CGS
 ML0985_PROJECTION: FLUSH
 ML0985_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0985+STABILITY: SURFACE MOTION
 ML0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0985+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 ML0985
 ML0985  HISTORY     - Date     Condition        Report By
 ML0985  HISTORY     - 1950     MONUMENTED       CGS
 ML0985  HISTORY     - 19950525 GOOD             NGS
 ML0985  HISTORY     - 20200303 GOOD             NEGS
 ML0985
 ML0985                          STATION DESCRIPTION
 ML0985
 ML0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0985'3.6 MI W FROM ALMERIA.
 ML0985'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0985'ALMERIA, THENCE 1.05 MILES WEST ALONG A DIRT ROAD, ON TOP OF
 ML0985'A SMALL KNOLL, 0.35 MILE WEST OF A FARM DRIVE WHICH LEADS SOUTH
 ML0985'TO A FARMHOUSE, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ML0985'2 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET
 ML0985'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0985'GROUND.
 ML0985
 ML0985                          STATION RECOVERY (1995)
 ML0985
 ML0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0985'THE MARK IS LOCATED ABOUT 15.5 MI (24.9 KM) EAST-SOUTHEAST OF
 ML0985'BREWSTER, 11.5 MI (18.5 KM) WEST-NORTHWEST OF TAYLOR, 3.5 MI (5.6 KM)
 ML0985'WEST OF ALMERIA, 1.25 MI (2.01 KM) SOUTHWEST OF STATE HIGHWAY 91, 0.3
 ML0985'MI (0.5 KM) WEST OF A FARM SITE, ON THE NORTH RIGHT-OF-WAY OF A COUNTY
 ML0985'ROAD AND IN THE SW1/4, SEC36, T22N, R20W.  TO REACH THE MARK FROM THE
 ML0985'JUNCTION OF U.S. HIGHWAY 183 WITH STATE HIGHWAY 91 AT TAYLOR, GO WEST
 ML0985'AND NORTHWEST ON HIGHWAY 91 FOR 9.85 TO THE OLD TOWN OF ALMERIA ON THE
 ML0985'LEFT.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 2.20 MI (3.54 KM) TO A
 ML0985'GRADED ROAD CROSSROAD.  TURN SHARP LEFT AND GO SOUTH ON THE GRADED
 ML0985'ROAD, KNOBBY RIDGE ROAD, FOR 0.55 MI (0.89 KM) TO A CURVE TO THE RIGHT
 ML0985'AND WEST.  CONTINUE WEST ON THE GRADED ROAD FOR 1.35 MI (2.17 KM) TO
 ML0985'THE MARK ON THE RIGHT, ATOP A LOW RISE.  THE DISK IS SET INTO THE TOP
 ML0985'OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 ML0985'36.5 FT (11.1 M) NORTH OF THE CENTERLINE OF THE ROAD, 2.8 FT (0.9 M)
 ML0985'EAST OF A FIBERGLASS WITNESS POST, 1.5 FT (0.5 M) WEST OF A WOODEN
 ML0985'WITNESS POST, 1.7 FT (0.5 M) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 ML0985'IS ABOUT 2.0 FT (0.6 M) HIGHER THAN THE ROAD.  REBAR WAS DRIVEN ALONG
 ML0985'THE SOUTH SIDE OF THE MARK.
 ML0985
 ML0985                          STATION RECOVERY (2020)
 ML0985
 ML0985'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 ML0985'TO REACH FROM HIGHWAY 91 AND 446 AVENUE IN ALMERIA, PROCEED NORTHWEST
 ML0985'ALONG HIGHWAY 91 APPROXIMATELY 2.20 MI (3.54 KM) TO KNOBBY RIDGE ROAD.
 ML0985'PROCEED SOUTH ALONG KNOBBY RIDGE ROAD APPROXIMATELY 1.86 MI (2.99 KM)
 ML0985'TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 ML0985'
 ML0985'IT IS 36.5 FT (11.1 M) NORTH OF THE CENTERLINE OF THE ROAD, 2.8 FT
 ML0985'(0.9 M) EAST OF A FIBERGLASS WITNESS POST AND 1.7 FT (0.5 M) SOUTH OF
 ML0985'THE NORTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0848 ***********************************************************************
 LH0848  DESIGNATION -  N 320
 LH0848  PID         -  LH0848
 LH0848  STATE/COUNTY-  NE/DAWSON
 LH0848  COUNTRY     -  US
 LH0848  USGS QUAD   -  BUFFALO (2017)
 LH0848
 LH0848                         *CURRENT SURVEY CONTROL
 LH0848  ______________________________________________________________________
 LH0848* NAD 83(1986) POSITION- 40 59 04.     (N) 099 50 40.     (W)   SCALED
 LH0848* NAVD 88 ORTHO HEIGHT -   799.673 (meters)     2623.59  (feet) ADJUSTED
 LH0848  ______________________________________________________________________
 LH0848  GEOID HEIGHT    -        -23.347 (meters)                     GEOID18
 LH0848  DYNAMIC HEIGHT  -        799.207 (meters)     2622.07  (feet) COMP
 LH0848  MODELED GRAVITY -    980,014.6   (mgal)                       NAVD 88
 LH0848
 LH0848  VERT ORDER      -  SECOND    CLASS 0
 LH0848
 LH0848.The horizontal coordinates were scaled from a map and have
 LH0848.an estimated accuracy of +/- 6 seconds.
 LH0848
 LH0848.The orthometric height was determined by differential leveling and
 LH0848.adjusted by the NATIONAL GEODETIC SURVEY
 LH0848.in June 1991.
 LH0848
 LH0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0848.GEOID18 height accuracy estimate available here.
 LH0848
 LH0848.Click photographs - Photos may exist for this station.
 LH0848
 LH0848.The dynamic height is computed by dividing the NAVD 88
 LH0848.geopotential number by the normal gravity value computed on the
 LH0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0848.degrees latitude (g = 980.6199 gals.).
 LH0848
 LH0848.The modeled gravity was interpolated from observed gravity values.
 LH0848
 LH0848;                    North         East    Units  Estimated Accuracy
 LH0848;SPC NE       -   127,820.      513,090.      MT  (+/- 180 meters Scaled)
 LH0848
 LH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML289373(NAD 83)
 LH0848
 LH0848                          SUPERSEDED SURVEY CONTROL
 LH0848
 LH0848  NGVD 29 (??/??/92)  799.371  (m)         2622.60   (f) ADJ UNCH    2 0
 LH0848
 LH0848.Superseded values are not recommended for survey control.
 LH0848
 LH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0848.See file dsdata.pdf to determine how the superseded data were derived.
 LH0848
 LH0848_MARKER: DB = BENCH MARK DISK
 LH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0848_STAMPING: N 320 1950
 LH0848_MARK LOGO: CGS
 LH0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0848+STABILITY: SURFACE MOTION
 LH0848
 LH0848  HISTORY     - Date     Condition        Report By
 LH0848  HISTORY     - 1950     MONUMENTED       CGS
 LH0848
 LH0848                          STATION DESCRIPTION
 LH0848
 LH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0848'0.7 MI NW FROM BUFFALO.
 LH0848'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0848'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, AT A SMALL
 LH0848'CEMETERY, 145 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LH0848'ROAD, 33 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0848'11 FEET SOUTH OF THE CEMETERY GATE, 1.3 FEET EAST OF A FENCE,
 LH0848'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0848'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0781 ***********************************************************************
 LH0781  DESIGNATION -  N 321
 LH0781  PID         -  LH0781
 LH0781  STATE/COUNTY-  NE/DAWSON
 LH0781  COUNTRY     -  US
 LH0781  USGS QUAD   -  COZAD (2017)
 LH0781
 LH0781                         *CURRENT SURVEY CONTROL
 LH0781  ______________________________________________________________________
 LH0781* NAD 83(1986) POSITION- 40 49 29.     (N) 099 54 01.     (W)   SCALED
 LH0781* NAVD 88 ORTHO HEIGHT -   749.779 (meters)     2459.90  (feet) ADJUSTED
 LH0781  ______________________________________________________________________
 LH0781  GEOID HEIGHT    -        -23.574 (meters)                     GEOID18
 LH0781  DYNAMIC HEIGHT  -        749.337 (meters)     2458.45  (feet) COMP
 LH0781  MODELED GRAVITY -    980,010.2   (mgal)                       NAVD 88
 LH0781
 LH0781  VERT ORDER      -  FIRST     CLASS II
 LH0781
 LH0781.The horizontal coordinates were scaled from a map and have
 LH0781.an estimated accuracy of +/- 6 seconds.
 LH0781
 LH0781.The orthometric height was determined by differential leveling and
 LH0781.adjusted by the NATIONAL GEODETIC SURVEY
 LH0781.in June 1991.
 LH0781
 LH0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0781.GEOID18 height accuracy estimate available here.
 LH0781
 LH0781.Click photographs - Photos may exist for this station.
 LH0781
 LH0781.The dynamic height is computed by dividing the NAVD 88
 LH0781.geopotential number by the normal gravity value computed on the
 LH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0781.degrees latitude (g = 980.6199 gals.).
 LH0781
 LH0781.The modeled gravity was interpolated from observed gravity values.
 LH0781
 LH0781;                    North         East    Units  Estimated Accuracy
 LH0781;SPC NE       -   110,080.      508,410.      MT  (+/- 180 meters Scaled)
 LH0781
 LH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML240196(NAD 83)
 LH0781
 LH0781                          SUPERSEDED SURVEY CONTROL
 LH0781
 LH0781  NGVD 29 (02/14/92)  749.484  (m)         2458.93   (f) ADJUSTED    1 2
 LH0781  NGVD 29 (??/??/87)  749.484  (m)         2458.93   (f) SUPERSEDED  1 2
 LH0781
 LH0781.Superseded values are not recommended for survey control.
 LH0781
 LH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0781.See file dsdata.pdf to determine how the superseded data were derived.
 LH0781
 LH0781_MARKER: DB = BENCH MARK DISK
 LH0781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0781_SP_SET: WINGWALL
 LH0781_STAMPING: N 321 1950
 LH0781_MARK LOGO: CGS
 LH0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0781+STABILITY: SURFACE MOTION
 LH0781
 LH0781  HISTORY     - Date     Condition        Report By
 LH0781  HISTORY     - 1950     MONUMENTED       CGS
 LH0781  HISTORY     - 1986     GOOD             NGS
 LH0781
 LH0781                          STATION DESCRIPTION
 LH0781
 LH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0781'0.8 MI NW FROM DARR.
 LH0781'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0781'STATION AT DARR, 64 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0781'AND SOUTH ROAD, 23.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LH0781'THE NORTHEAST SET OF TRACKS, LEVEL WITH THE TOP OF THE RAILS,
 LH0781'SET IN THE TOP OF THE NORTHEAST END OF THE EAST WINGWALL OF
 LH0781'IRRIGATION CULVERT 233.31.
 LH0781
 LH0781                          STATION RECOVERY (1986)
 LH0781
 LH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0781'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.8 KM (9.25
 LH0781'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0781'BRIDGE AT LEXINGTON, IN TOP OF THE NORTH END OF THE EAST WINGWALL FOR
 LH0781'AN IRRIGATION CULVERT UNDER THE UNION PACIFIC RAILROAD, 0.3 KM (0.2
 LH0781'MI) NORTHWEST OF MILEPOST 229, ALSO 8.0 KM (5.0 MI) SOUTHEAST OF
 LH0781'COZAD, 33.5 METERS (110 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 19.5
 LH0781'METERS (64 FT) EAST OF THE CENTER OF A ROAD AND 7.1 METERS (23.5 FT)
 LH0781'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS.
 LH0781'THE MARK IS 0.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0309 ***********************************************************************
 ML0309  DESIGNATION -  N 322
 ML0309  PID         -  ML0309
 ML0309  STATE/COUNTY-  NE/SHERMAN
 ML0309  COUNTRY     -  US
 ML0309  USGS QUAD   -  LOUP CITY SE (2017)
 ML0309
 ML0309                         *CURRENT SURVEY CONTROL
 ML0309  ______________________________________________________________________
 ML0309* NAD 83(1986) POSITION- 41 16 27.     (N) 098 48 53.     (W)   SCALED
 ML0309* NAVD 88 ORTHO HEIGHT -   629.838 (meters)     2066.39  (feet) ADJUSTED
 ML0309  ______________________________________________________________________
 ML0309  GEOID HEIGHT    -        -24.155 (meters)                     GEOID18
 ML0309  DYNAMIC HEIGHT  -        629.514 (meters)     2065.33  (feet) COMP
 ML0309  MODELED GRAVITY -    980,089.0   (mgal)                       NAVD 88
 ML0309
 ML0309  VERT ORDER      -  FIRST     CLASS II
 ML0309
 ML0309.The horizontal coordinates were scaled from a map and have
 ML0309.an estimated accuracy of +/- 6 seconds.
 ML0309
 ML0309.The orthometric height was determined by differential leveling and
 ML0309.adjusted by the NATIONAL GEODETIC SURVEY
 ML0309.in June 1991.
 ML0309
 ML0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0309.GEOID18 height accuracy estimate available here.
 ML0309
 ML0309.Click photographs - Photos may exist for this station.
 ML0309
 ML0309.The dynamic height is computed by dividing the NAVD 88
 ML0309.geopotential number by the normal gravity value computed on the
 ML0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0309.degrees latitude (g = 980.6199 gals.).
 ML0309
 ML0309.The modeled gravity was interpolated from observed gravity values.
 ML0309
 ML0309;                    North         East    Units  Estimated Accuracy
 ML0309;SPC NE       -   160,650.      599,270.      MT  (+/- 180 meters Scaled)
 ML0309
 ML0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL155692(NAD 83)
 ML0309
 ML0309                          SUPERSEDED SURVEY CONTROL
 ML0309
 ML0309  NGVD 29 (??/??/92)  629.592  (m)         2065.59   (f) ADJ UNCH    1 2
 ML0309
 ML0309.Superseded values are not recommended for survey control.
 ML0309
 ML0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0309.See file dsdata.pdf to determine how the superseded data were derived.
 ML0309
 ML0309_MARKER: DB = BENCH MARK DISK
 ML0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0309_STAMPING: N 322 1950
 ML0309_MARK LOGO: CGS
 ML0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0309+STABILITY: SURFACE MOTION
 ML0309
 ML0309  HISTORY     - Date     Condition        Report By
 ML0309  HISTORY     - 1950     MONUMENTED       CGS
 ML0309
 ML0309                          STATION DESCRIPTION
 ML0309
 ML0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0309'2 MI NW FROM ASHTON.
 ML0309'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0309'RAILROAD FROM THE STATION AT ASHTON, 5 1/2 RAILS NORTHWEST OF
 ML0309'MILEPOST 31, 95 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 ML0309'CROSSING, 76 FEET NORTHWEST OF THE CENTER OF A GATE, 47 FEET
 ML0309'SOUTHWEST OF THE SOUTHWEST RAIL, 5.4 FEET SOUTH OF A TELEGRAPH
 ML0309'POLE, 1 FOOT NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A
 ML0309'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0309'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0319 ***********************************************************************
 ML0319  DESIGNATION -  N 323
 ML0319  PID         -  ML0319
 ML0319  STATE/COUNTY-  NE/SHERMAN
 ML0319  COUNTRY     -  US
 ML0319  USGS QUAD   -  ASHTON (2017)
 ML0319
 ML0319                         *CURRENT SURVEY CONTROL
 ML0319  ______________________________________________________________________
 ML0319* NAD 83(1986) POSITION- 41 09 44.     (N) 098 48 20.     (W)   SCALED
 ML0319* NAVD 88 ORTHO HEIGHT -   633.198 (meters)     2077.42  (feet) ADJUSTED
 ML0319  ______________________________________________________________________
 ML0319  GEOID HEIGHT    -        -24.191 (meters)                     GEOID18
 ML0319  DYNAMIC HEIGHT  -        632.875 (meters)     2076.36  (feet) COMP
 ML0319  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 ML0319
 ML0319  VERT ORDER      -  FIRST     CLASS II
 ML0319
 ML0319.The horizontal coordinates were scaled from a map and have
 ML0319.an estimated accuracy of +/- 6 seconds.
 ML0319
 ML0319.The orthometric height was determined by differential leveling and
 ML0319.adjusted by the NATIONAL GEODETIC SURVEY
 ML0319.in June 1991.
 ML0319
 ML0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0319.GEOID18 height accuracy estimate available here.
 ML0319
 ML0319.Click photographs - Photos may exist for this station.
 ML0319
 ML0319.The dynamic height is computed by dividing the NAVD 88
 ML0319.geopotential number by the normal gravity value computed on the
 ML0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0319.degrees latitude (g = 980.6199 gals.).
 ML0319
 ML0319.The modeled gravity was interpolated from observed gravity values.
 ML0319
 ML0319;                    North         East    Units  Estimated Accuracy
 ML0319;SPC NE       -   148,230.      600,210.      MT  (+/- 180 meters Scaled)
 ML0319
 ML0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163567(NAD 83)
 ML0319
 ML0319                          SUPERSEDED SURVEY CONTROL
 ML0319
 ML0319  NGVD 29 (??/??/92)  632.956  (m)         2076.62   (f) ADJ UNCH    1 2
 ML0319
 ML0319.Superseded values are not recommended for survey control.
 ML0319
 ML0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0319.See file dsdata.pdf to determine how the superseded data were derived.
 ML0319
 ML0319_MARKER: DB = BENCH MARK DISK
 ML0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0319_STAMPING: N 323 1950
 ML0319_MARK LOGO: CGS
 ML0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0319+STABILITY: SURFACE MOTION
 ML0319
 ML0319  HISTORY     - Date     Condition        Report By
 ML0319  HISTORY     - 1950     MONUMENTED       CGS
 ML0319
 ML0319                          STATION DESCRIPTION
 ML0319
 ML0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0319'4.4 MI NE FROM ROCKVILLE.
 ML0319'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0319'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, THENCE 3.0 MILES NORTH ALONG
 ML0319'A GRADED DIRT ROAD, 197 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0319'AND WEST ROAD, 31 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0319'SOUTH ROAD, 236 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN
 ML0319'BRIDGE, 1.3 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 ML0319'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0319'THE GROUND.  THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK T 322.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0920 ***********************************************************************
 ML0920  DESIGNATION -  N 324
 ML0920  PID         -  ML0920
 ML0920  STATE/COUNTY-  NE/BLAINE
 ML0920  COUNTRY     -  US
 ML0920  USGS QUAD   -  BREWSTER SE (2017)
 ML0920
 ML0920                         *CURRENT SURVEY CONTROL
 ML0920  ______________________________________________________________________
 ML0920* NAD 83(1986) POSITION- 41 46 50.     (N) 099 46 09.     (W)   SCALED
 ML0920* NAVD 88 ORTHO HEIGHT -   773.172 (meters)     2536.65  (feet) ADJUSTED
 ML0920  ______________________________________________________________________
 ML0920  GEOID HEIGHT    -        -22.492 (meters)                     GEOID18
 ML0920  DYNAMIC HEIGHT  -        772.785 (meters)     2535.38  (feet) COMP
 ML0920  MODELED GRAVITY -    980,095.6   (mgal)                       NAVD 88
 ML0920
 ML0920  VERT ORDER      -  SECOND    CLASS 0
 ML0920
 ML0920.The horizontal coordinates were scaled from a map and have
 ML0920.an estimated accuracy of +/- 6 seconds.
 ML0920
 ML0920.The orthometric height was determined by differential leveling and
 ML0920.adjusted by the NATIONAL GEODETIC SURVEY
 ML0920.in June 1991.
 ML0920
 ML0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0920.GEOID18 height accuracy estimate available here.
 ML0920
 ML0920.Click photographs - Photos may exist for this station.
 ML0920
 ML0920.The dynamic height is computed by dividing the NAVD 88
 ML0920.geopotential number by the normal gravity value computed on the
 ML0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0920.degrees latitude (g = 980.6199 gals.).
 ML0920
 ML0920.The modeled gravity was interpolated from observed gravity values.
 ML0920
 ML0920;                    North         East    Units  Estimated Accuracy
 ML0920;SPC NE       -   216,220.      519,180.      MT  (+/- 180 meters Scaled)
 ML0920
 ML0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM360256(NAD 83)
 ML0920
 ML0920                          SUPERSEDED SURVEY CONTROL
 ML0920
 ML0920  NGVD 29 (??/??/92)  772.890  (m)         2535.72   (f) ADJ UNCH    2 0
 ML0920
 ML0920.Superseded values are not recommended for survey control.
 ML0920
 ML0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0920.See file dsdata.pdf to determine how the superseded data were derived.
 ML0920
 ML0920_MARKER: DB = BENCH MARK DISK
 ML0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0920_STAMPING: N 324 1950
 ML0920_MARK LOGO: CGS
 ML0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0920+STABILITY: SURFACE MOTION
 ML0920
 ML0920  HISTORY     - Date     Condition        Report By
 ML0920  HISTORY     - 1950     MONUMENTED       CGS
 ML0920
 ML0920                          STATION DESCRIPTION
 ML0920
 ML0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0920'5.7 MI NW FROM MILBURN.
 ML0920'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MILBURN,
 ML0920'THENCE 4.7 MILES NORTHWEST ALONG A WINDING SAND ROAD, 175 FEET
 ML0920'NORTHWEST OF A GATE, 47 FEET WEST OF THE CENTER LINE OF THE
 ML0920'ROAD, 8.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 ML0920'AT THE SOUTHEAST CORNER OF A GROVE OF COTTONWOOD TREES, 1.7 FEET
 ML0920'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0920'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1445 ***********************************************************************
 MK1445  DESIGNATION -  N 325
 MK1445  PID         -  MK1445
 MK1445  STATE/COUNTY-  NE/POLK
 MK1445  COUNTRY     -  US
 MK1445  USGS QUAD   -  SWEDEHOME (2017)
 MK1445
 MK1445                         *CURRENT SURVEY CONTROL
 MK1445  ______________________________________________________________________
 MK1445* NAD 83(1986) POSITION- 41 10 39.     (N) 097 43 59.     (W)   SCALED
 MK1445* NAVD 88 ORTHO HEIGHT -   531.484 (meters)     1743.71  (feet) ADJUSTED
 MK1445  ______________________________________________________________________
 MK1445  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 MK1445  DYNAMIC HEIGHT  -        531.225 (meters)     1742.86  (feet) COMP
 MK1445  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 MK1445
 MK1445  VERT ORDER      -  SECOND    CLASS 0
 MK1445
 MK1445.The horizontal coordinates were scaled from a map and have
 MK1445.an estimated accuracy of +/- 6 seconds.
 MK1445
 MK1445.The orthometric height was determined by differential leveling and
 MK1445.adjusted by the NATIONAL GEODETIC SURVEY
 MK1445.in June 1991.
 MK1445
 MK1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1445.GEOID18 height accuracy estimate available here.
 MK1445
 MK1445.Click photographs - Photos may exist for this station.
 MK1445
 MK1445.The dynamic height is computed by dividing the NAVD 88
 MK1445.geopotential number by the normal gravity value computed on the
 MK1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1445.degrees latitude (g = 980.6199 gals.).
 MK1445
 MK1445.The modeled gravity was interpolated from observed gravity values.
 MK1445
 MK1445;                    North         East    Units  Estimated Accuracy
 MK1445;SPC NE       -   151,730.      690,130.      MT  (+/- 180 meters Scaled)
 MK1445
 MK1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL062592(NAD 83)
 MK1445
 MK1445                          SUPERSEDED SURVEY CONTROL
 MK1445
 MK1445  NGVD 29 (??/??/92)  531.274  (m)         1743.02   (f) ADJ UNCH    2 0
 MK1445
 MK1445.Superseded values are not recommended for survey control.
 MK1445
 MK1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1445.See file dsdata.pdf to determine how the superseded data were derived.
 MK1445
 MK1445_MARKER: DB = BENCH MARK DISK
 MK1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1445_STAMPING: N 325 1950
 MK1445_MARK LOGO: CGS
 MK1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1445+STABILITY: SURFACE MOTION
 MK1445
 MK1445  HISTORY     - Date     Condition        Report By
 MK1445  HISTORY     - 1950     MONUMENTED       CGS
 MK1445
 MK1445                          STATION DESCRIPTION
 MK1445
 MK1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1445'9.7 MI W FROM OSCEOLA.
 MK1445'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1445'SCHOOL AT OSCEOLA, THENCE 9.2 MILES WEST ALONG U.S. HIGHWAY 30 A,
 MK1445'AT A ROAD INTERSECTION, ALONG THE NORTH EDGE OF AN EAST AND
 MK1445'WEST WINDBREAK, 103 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1445'51 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1445'12 FEET EAST OF THE CENTER OF A GATE, 1.4 FEET SOUTH OF A
 MK1445'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1445'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS
 MK1445'MARK IS 1.0 MILE EAST OF BENCH MARK M 325.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1510 ***********************************************************************
 MK1510  DESIGNATION -  N 326
 MK1510  PID         -  MK1510
 MK1510  STATE/COUNTY-  NE/POLK
 MK1510  COUNTRY     -  US
 MK1510  USGS QUAD   -  OSCEOLA (2017)
 MK1510
 MK1510                         *CURRENT SURVEY CONTROL
 MK1510  ______________________________________________________________________
 MK1510* NAD 83(1986) POSITION- 41 14 25.     (N) 097 32 29.     (W)   SCALED
 MK1510* NAVD 88 ORTHO HEIGHT -   515.156 (meters)     1690.14  (feet) ADJUSTED
 MK1510  ______________________________________________________________________
 MK1510  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 MK1510  DYNAMIC HEIGHT  -        514.910 (meters)     1689.33  (feet) COMP
 MK1510  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 MK1510
 MK1510  VERT ORDER      -  SECOND    CLASS 0
 MK1510
 MK1510.The horizontal coordinates were scaled from a map and have
 MK1510.an estimated accuracy of +/- 6 seconds.
 MK1510
 MK1510.The orthometric height was determined by differential leveling and
 MK1510.adjusted by the NATIONAL GEODETIC SURVEY
 MK1510.in June 1991.
 MK1510
 MK1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1510.GEOID18 height accuracy estimate available here.
 MK1510
 MK1510.Click photographs - Photos may exist for this station.
 MK1510
 MK1510.The dynamic height is computed by dividing the NAVD 88
 MK1510.geopotential number by the normal gravity value computed on the
 MK1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1510.degrees latitude (g = 980.6199 gals.).
 MK1510
 MK1510.The modeled gravity was interpolated from observed gravity values.
 MK1510
 MK1510;                    North         East    Units  Estimated Accuracy
 MK1510;SPC NE       -   159,140.      706,010.      MT  (+/- 180 meters Scaled)
 MK1510
 MK1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL222664(NAD 83)
 MK1510
 MK1510                          SUPERSEDED SURVEY CONTROL
 MK1510
 MK1510  NGVD 29 (??/??/92)  514.956  (m)         1689.48   (f) ADJ UNCH    2 0
 MK1510
 MK1510.Superseded values are not recommended for survey control.
 MK1510
 MK1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1510.See file dsdata.pdf to determine how the superseded data were derived.
 MK1510
 MK1510_MARKER: DB = BENCH MARK DISK
 MK1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1510_STAMPING: N 326 1950
 MK1510_MARK LOGO: CGS
 MK1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1510+STABILITY: SURFACE MOTION
 MK1510
 MK1510  HISTORY     - Date     Condition        Report By
 MK1510  HISTORY     - 1950     MONUMENTED       CGS
 MK1510
 MK1510                          STATION DESCRIPTION
 MK1510
 MK1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1510'4.8 MI N FROM OSCEOLA.
 MK1510'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1510'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1510'0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.25 MILES NORTH
 MK1510'ALONG A GRAVELED ROAD, 32 FEET EAST OF THE CENTER LINE OF THE
 MK1510'ROAD, 24 FEET SOUTH OF A TELEPHONE POLE, 13 FEET NORTH OF THE
 MK1510'CENTER OF A GATE, 0.7 FOOT EAST OF A FENCE, 1.8 FEET EAST OF
 MK1510'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1510'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1512 ***********************************************************************
 MK1512  DESIGNATION -  N 327
 MK1512  PID         -  MK1512
 MK1512  STATE/COUNTY-  NE/POLK
 MK1512  COUNTRY     -  US
 MK1512  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1512
 MK1512                         *CURRENT SURVEY CONTROL
 MK1512  ______________________________________________________________________
 MK1512* NAD 83(1986) POSITION- 41 21 06.     (N) 097 30 10.     (W)   SCALED
 MK1512* NAVD 88 ORTHO HEIGHT -   455.070 (meters)     1493.01  (feet) ADJUSTED
 MK1512  ______________________________________________________________________
 MK1512  GEOID HEIGHT    -        -25.365 (meters)                     GEOID18
 MK1512  DYNAMIC HEIGHT  -        454.868 (meters)     1492.35  (feet) COMP
 MK1512  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 MK1512
 MK1512  VERT ORDER      -  SECOND    CLASS 0
 MK1512
 MK1512.The horizontal coordinates were scaled from a map and have
 MK1512.an estimated accuracy of +/- 6 seconds.
 MK1512
 MK1512.The orthometric height was determined by differential leveling and
 MK1512.adjusted by the NATIONAL GEODETIC SURVEY
 MK1512.in June 1991.
 MK1512
 MK1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1512.GEOID18 height accuracy estimate available here.
 MK1512
 MK1512.Click photographs - Photos may exist for this station.
 MK1512
 MK1512.The dynamic height is computed by dividing the NAVD 88
 MK1512.geopotential number by the normal gravity value computed on the
 MK1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1512.degrees latitude (g = 980.6199 gals.).
 MK1512
 MK1512.The modeled gravity was interpolated from observed gravity values.
 MK1512
 MK1512;                    North         East    Units  Estimated Accuracy
 MK1512;SPC NE       -   171,590.      708,880.      MT  (+/- 180 meters Scaled)
 MK1512
 MK1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL252788(NAD 83)
 MK1512
 MK1512                          SUPERSEDED SURVEY CONTROL
 MK1512
 MK1512  NGVD 29 (??/??/92)  454.884  (m)         1492.40   (f) ADJ UNCH    2 0
 MK1512
 MK1512.Superseded values are not recommended for survey control.
 MK1512
 MK1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1512.See file dsdata.pdf to determine how the superseded data were derived.
 MK1512
 MK1512_MARKER: DB = BENCH MARK DISK
 MK1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1512_STAMPING: N 327 1950
 MK1512_MARK LOGO: CGS
 MK1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1512+STABILITY: SURFACE MOTION
 MK1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1512+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2010
 MK1512
 MK1512  HISTORY     - Date     Condition        Report By
 MK1512  HISTORY     - 1950     MONUMENTED       CGS
 MK1512  HISTORY     - 20101001 GOOD             INDIV
 MK1512
 MK1512                          STATION DESCRIPTION
 MK1512
 MK1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1512'3 MI S FROM DUNCAN.
 MK1512'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1512'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1512'ROAD, AT A ROAD INTERSECTION, 400 FEET EAST OF A FARMHOUSE, 51
 MK1512'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 24 FEET
 MK1512'NORTH OF A FENCE CORNER, 11 FEET WEST OF THE CENTER LINE OF A
 MK1512'NORTH AND SOUTH ROAD, 2.1 FEET EAST OF A FENCE, 2 FEET SOUTH
 MK1512'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1512'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1512
 MK1512                          STATION RECOVERY (2010)
 MK1512
 MK1512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0581 ***********************************************************************
 ML0581  DESIGNATION -  N 328
 ML0581  PID         -  ML0581
 ML0581  STATE/COUNTY-  NE/CUSTER
 ML0581  COUNTRY     -  US
 ML0581  USGS QUAD   -  SARGENT SE (2017)
 ML0581
 ML0581                         *CURRENT SURVEY CONTROL
 ML0581  ______________________________________________________________________
 ML0581* NAD 83(1986) POSITION- 41 37 23.     (N) 099 19 20.     (W)   SCALED
 ML0581* NAVD 88 ORTHO HEIGHT -   699.918 (meters)     2296.31  (feet) ADJUSTED
 ML0581  ______________________________________________________________________
 ML0581  GEOID HEIGHT    -        -23.206 (meters)                     GEOID18
 ML0581  DYNAMIC HEIGHT  -        699.571 (meters)     2295.18  (feet) COMP
 ML0581  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 ML0581
 ML0581  VERT ORDER      -  FIRST     CLASS II
 ML0581
 ML0581.The horizontal coordinates were scaled from a map and have
 ML0581.an estimated accuracy of +/- 6 seconds.
 ML0581
 ML0581.The orthometric height was determined by differential leveling and
 ML0581.adjusted by the NATIONAL GEODETIC SURVEY
 ML0581.in June 1991.
 ML0581
 ML0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0581.GEOID18 height accuracy estimate available here.
 ML0581
 ML0581.Click photographs - Photos may exist for this station.
 ML0581
 ML0581.The dynamic height is computed by dividing the NAVD 88
 ML0581.geopotential number by the normal gravity value computed on the
 ML0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0581.degrees latitude (g = 980.6199 gals.).
 ML0581
 ML0581.The modeled gravity was interpolated from observed gravity values.
 ML0581
 ML0581;                    North         East    Units  Estimated Accuracy
 ML0581;SPC NE       -   198,930.      556,470.      MT  (+/- 180 meters Scaled)
 ML0581
 ML0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM731079(NAD 83)
 ML0581
 ML0581                          SUPERSEDED SURVEY CONTROL
 ML0581
 ML0581  NGVD 29 (??/??/92)  699.667  (m)         2295.49   (f) ADJ UNCH    1 2
 ML0581
 ML0581.Superseded values are not recommended for survey control.
 ML0581
 ML0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0581.See file dsdata.pdf to determine how the superseded data were derived.
 ML0581
 ML0581_MARKER: DB = BENCH MARK DISK
 ML0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0581_STAMPING: N 328 1950
 ML0581_MARK LOGO: CGS
 ML0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0581+STABILITY: SURFACE MOTION
 ML0581
 ML0581  HISTORY     - Date     Condition        Report By
 ML0581  HISTORY     - 1950     MONUMENTED       CGS
 ML0581
 ML0581                          STATION DESCRIPTION
 ML0581
 ML0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0581'2.4 MI SE FROM SARGENT.
 ML0581'2.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0581'RAILROAD FROM THE STATION AT SARGENT, 0.3 MILE SOUTHEAST OF
 ML0581'MILEPOST 71, 123 FEET SOUTHEAST OF A FENCE CORNER, 42 FEET
 ML0581'NORTHEAST OF THE NORTHEAST RAIL, 8.4 FEET SOUTHWEST OF A FENCE,
 ML0581'1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0581'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1347 ***********************************************************************
 MK1347  DESIGNATION -  N 329
 MK1347  PID         -  MK1347
 MK1347  STATE/COUNTY-  NE/BUTLER
 MK1347  COUNTRY     -  US
 MK1347  USGS QUAD   -  SCHUYLER (2017)
 MK1347
 MK1347                         *CURRENT SURVEY CONTROL
 MK1347  ______________________________________________________________________
 MK1347* NAD 83(1986) POSITION- 41 22 47.     (N) 097 03 41.     (W)   SCALED
 MK1347* NAVD 88 ORTHO HEIGHT -   419.961 (meters)     1377.82  (feet) ADJUSTED
 MK1347  ______________________________________________________________________
 MK1347  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 MK1347  DYNAMIC HEIGHT  -        419.774 (meters)     1377.21  (feet) COMP
 MK1347  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 MK1347
 MK1347  VERT ORDER      -  SECOND    CLASS 0
 MK1347
 MK1347.The horizontal coordinates were scaled from a map and have
 MK1347.an estimated accuracy of +/- 6 seconds.
 MK1347
 MK1347.The orthometric height was determined by differential leveling and
 MK1347.adjusted by the NATIONAL GEODETIC SURVEY
 MK1347.in June 1991.
 MK1347
 MK1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1347.GEOID18 height accuracy estimate available here.
 MK1347
 MK1347.Click photographs - Photos may exist for this station.
 MK1347
 MK1347.The dynamic height is computed by dividing the NAVD 88
 MK1347.geopotential number by the normal gravity value computed on the
 MK1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1347.degrees latitude (g = 980.6199 gals.).
 MK1347
 MK1347.The modeled gravity was interpolated from observed gravity values.
 MK1347
 MK1347;                    North         East    Units  Estimated Accuracy
 MK1347;SPC NE       -   175,860.      745,690.      MT  (+/- 180 meters Scaled)
 MK1347
 MK1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621827(NAD 83)
 MK1347
 MK1347                          SUPERSEDED SURVEY CONTROL
 MK1347
 MK1347  NGVD 29 (??/??/92)  419.792  (m)         1377.27   (f) ADJ UNCH    2 0
 MK1347
 MK1347.Superseded values are not recommended for survey control.
 MK1347
 MK1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1347.See file dsdata.pdf to determine how the superseded data were derived.
 MK1347
 MK1347_MARKER: DB = BENCH MARK DISK
 MK1347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1347_SP_SET: BOX CULVERT HEADWALL
 MK1347_STAMPING: N 329 1950
 MK1347_MARK LOGO: CGS
 MK1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1347+STABILITY: SURFACE MOTION
 MK1347
 MK1347  HISTORY     - Date     Condition        Report By
 MK1347  HISTORY     - 1950     MONUMENTED       CGS
 MK1347
 MK1347                          STATION DESCRIPTION
 MK1347
 MK1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1347'4.6 MI S FROM SCHUYLER.
 MK1347'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1347'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, 29 FEET
 MK1347'EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE
 MK1347'CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF THE
 MK1347'EAST HEADWALL OF A 4 X 12 FOOT CONCRETE BOX CULVERT, LEVEL WITH
 MK1347'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0901 ***********************************************************************
 MK0901  DESIGNATION -  N 330
 MK0901  PID         -  MK0901
 MK0901  STATE/COUNTY-  NE/SAUNDERS
 MK0901  COUNTRY     -  US
 MK0901  USGS QUAD   -  NORTH BEND (2017)
 MK0901
 MK0901                         *CURRENT SURVEY CONTROL
 MK0901  ______________________________________________________________________
 MK0901* NAD 83(1986) POSITION- 41 25 42.     (N) 096 50 40.     (W)   SCALED
 MK0901* NAVD 88 ORTHO HEIGHT -   395.931 (meters)     1298.98  (feet) ADJUSTED
 MK0901  ______________________________________________________________________
 MK0901  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 MK0901  DYNAMIC HEIGHT  -        395.760 (meters)     1298.42  (feet) COMP
 MK0901  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 MK0901
 MK0901  VERT ORDER      -  SECOND    CLASS 0
 MK0901
 MK0901.The horizontal coordinates were scaled from a map and have
 MK0901.an estimated accuracy of +/- 6 seconds.
 MK0901
 MK0901.The orthometric height was determined by differential leveling and
 MK0901.adjusted by the NATIONAL GEODETIC SURVEY
 MK0901.in June 1991.
 MK0901
 MK0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0901.GEOID18 height accuracy estimate available here.
 MK0901
 MK0901.Click photographs - Photos may exist for this station.
 MK0901
 MK0901.The dynamic height is computed by dividing the NAVD 88
 MK0901.geopotential number by the normal gravity value computed on the
 MK0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0901.degrees latitude (g = 980.6199 gals.).
 MK0901
 MK0901.The modeled gravity was interpolated from observed gravity values.
 MK0901
 MK0901;                    North         East    Units  Estimated Accuracy
 MK0901;SPC NE       -   181,900.      763,620.      MT  (+/- 180 meters Scaled)
 MK0901
 MK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL801885(NAD 83)
 MK0901
 MK0901                          SUPERSEDED SURVEY CONTROL
 MK0901
 MK0901  NGVD 29 (??/??/92)  395.775  (m)         1298.47   (f) ADJ UNCH    2 0
 MK0901
 MK0901.Superseded values are not recommended for survey control.
 MK0901
 MK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0901.See file dsdata.pdf to determine how the superseded data were derived.
 MK0901
 MK0901_MARKER: DB = BENCH MARK DISK
 MK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0901_STAMPING: N 330 1950
 MK0901_MARK LOGO: CGS
 MK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0901+STABILITY: SURFACE MOTION
 MK0901
 MK0901  HISTORY     - Date     Condition        Report By
 MK0901  HISTORY     - 1950     MONUMENTED       CGS
 MK0901  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0901
 MK0901                          STATION DESCRIPTION
 MK0901
 MK0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0901'4.2 MI W FROM MORSE BLUFF.
 MK0901'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0901'WESTERN RAILROAD STATION AT MORSE BLUFF, THENCE 2.85 MILES
 MK0901'WEST ALONG A GRADED DIRT ROAD, 128 FEET SOUTH OF THE CENTER
 MK0901'LINE OF AN EAST AND WEST ROAD, 46.5 FEET SOUTH OF THE SOUTH RAIL
 MK0901'OF THE CHICAGO AND NORTH WESTERN RAILROAD, 25 FEET WEST OF THE
 MK0901'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH TO A FARMHOUSE,
 MK0901'1.4 FEET NORTH OF A FENCE CORNER, 1.4 FEET NORTHWEST OF A
 MK0901'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0901'0.2 FOOT ABOVE THE GROUND.
 MK0901
 MK0901                          STATION RECOVERY (1966)
 MK0901
 MK0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0901'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0870 ***********************************************************************
 MK0870  DESIGNATION -  N 331
 MK0870  PID         -  MK0870
 MK0870  STATE/COUNTY-  NE/DODGE
 MK0870  COUNTRY     -  US
 MK0870  USGS QUAD   -  NORTH BEND (2017)
 MK0870
 MK0870                         *CURRENT SURVEY CONTROL
 MK0870  ______________________________________________________________________
 MK0870* NAD 83(1986) POSITION- 41 27 35.     (N) 096 45 26.     (W)   SCALED
 MK0870* NAVD 88 ORTHO HEIGHT -   386.440 (meters)     1267.85  (feet) ADJUSTED
 MK0870  ______________________________________________________________________
 MK0870  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 MK0870  DYNAMIC HEIGHT  -        386.277 (meters)     1267.31  (feet) COMP
 MK0870  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 MK0870
 MK0870  VERT ORDER      -  SECOND    CLASS 0
 MK0870
 MK0870.The horizontal coordinates were scaled from a map and have
 MK0870.an estimated accuracy of +/- 6 seconds.
 MK0870
 MK0870.The orthometric height was determined by differential leveling and
 MK0870.adjusted by the NATIONAL GEODETIC SURVEY
 MK0870.in June 1991.
 MK0870
 MK0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0870.GEOID18 height accuracy estimate available here.
 MK0870
 MK0870.Click photographs - Photos may exist for this station.
 MK0870
 MK0870.The dynamic height is computed by dividing the NAVD 88
 MK0870.geopotential number by the normal gravity value computed on the
 MK0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0870.degrees latitude (g = 980.6199 gals.).
 MK0870
 MK0870.The modeled gravity was interpolated from observed gravity values.
 MK0870
 MK0870;                    North         East    Units  Estimated Accuracy
 MK0870;SPC NE       -   185,650.      770,770.      MT  (+/- 180 meters Scaled)
 MK0870
 MK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL873922(NAD 83)
 MK0870
 MK0870                          SUPERSEDED SURVEY CONTROL
 MK0870
 MK0870  NGVD 29 (??/??/92)  386.291  (m)         1267.36   (f) ADJ UNCH    2 0
 MK0870
 MK0870.Superseded values are not recommended for survey control.
 MK0870
 MK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0870.See file dsdata.pdf to determine how the superseded data were derived.
 MK0870
 MK0870_MARKER: DB = BENCH MARK DISK
 MK0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0870_STAMPING: N 331 1950
 MK0870_MARK LOGO: CGS
 MK0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0870+STABILITY: SURFACE MOTION
 MK0870
 MK0870  HISTORY     - Date     Condition        Report By
 MK0870  HISTORY     - 1950     MONUMENTED       CGS
 MK0870  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0870
 MK0870                          STATION DESCRIPTION
 MK0870
 MK0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0870'1.2 MI E FROM NORTH BEND.
 MK0870'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0870'AT NORTH BEND, AT A PRIVATE ROAD CROSSING, 53.0 FEET SOUTH OF
 MK0870'THE CENTER LINE OF U.S. HIGHWAY 30, 54.0 FEET NORTH OF SIGNAL
 MK0870'TOWER 532, 58 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD,
 MK0870'28.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 4.0 FEET
 MK0870'SOUTH OF A TELEGRAPH POLE, 1.3 FEET EAST OF A REFERENCE POST,
 MK0870'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MK0870'THE GROUND.
 MK0870
 MK0870                          STATION RECOVERY (1966)
 MK0870
 MK0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0870'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0191 ***********************************************************************
 ML0191  DESIGNATION -  N 332
 ML0191  PID         -  ML0191
 ML0191  STATE/COUNTY-  NE/MERRICK
 ML0191  COUNTRY     -  US
 ML0191  USGS QUAD   -  PALMER (2017)
 ML0191
 ML0191                         *CURRENT SURVEY CONTROL
 ML0191  ______________________________________________________________________
 ML0191* NAD 83(1986) POSITION- 41 14 26.     (N) 098 17 11.     (W)   SCALED
 ML0191* NAVD 88 ORTHO HEIGHT -   536.031 (meters)     1758.63  (feet) ADJUSTED
 ML0191  ______________________________________________________________________
 ML0191  GEOID HEIGHT    -        -24.800 (meters)                     GEOID18
 ML0191  DYNAMIC HEIGHT  -        535.767 (meters)     1757.76  (feet) COMP
 ML0191  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 ML0191
 ML0191  VERT ORDER      -  SECOND    CLASS 0
 ML0191
 ML0191.The horizontal coordinates were scaled from a map and have
 ML0191.an estimated accuracy of +/- 6 seconds.
 ML0191
 ML0191.The orthometric height was determined by differential leveling and
 ML0191.adjusted by the NATIONAL GEODETIC SURVEY
 ML0191.in June 1991.
 ML0191
 ML0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0191.GEOID18 height accuracy estimate available here.
 ML0191
 ML0191.Click photographs - Photos may exist for this station.
 ML0191
 ML0191.The dynamic height is computed by dividing the NAVD 88
 ML0191.geopotential number by the normal gravity value computed on the
 ML0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0191.degrees latitude (g = 980.6199 gals.).
 ML0191
 ML0191.The modeled gravity was interpolated from observed gravity values.
 ML0191
 ML0191;                    North         East    Units  Estimated Accuracy
 ML0191;SPC NE       -   157,660.      643,590.      MT  (+/- 180 meters Scaled)
 ML0191
 ML0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL597657(NAD 83)
 ML0191
 ML0191                          SUPERSEDED SURVEY CONTROL
 ML0191
 ML0191  NGVD 29 (??/??/92)  535.797  (m)         1757.86   (f) ADJ UNCH    2 0
 ML0191
 ML0191.Superseded values are not recommended for survey control.
 ML0191
 ML0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0191.See file dsdata.pdf to determine how the superseded data were derived.
 ML0191
 ML0191_MARKER: DB = BENCH MARK DISK
 ML0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0191_STAMPING: N 332 1950
 ML0191_MARK LOGO: CGS
 ML0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0191+STABILITY: SURFACE MOTION
 ML0191
 ML0191  HISTORY     - Date     Condition        Report By
 ML0191  HISTORY     - 1950     MONUMENTED       CGS
 ML0191  HISTORY     - 1985     GOOD
 ML0191
 ML0191                          STATION DESCRIPTION
 ML0191
 ML0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0191'1.8 MI NW FROM PALMER.
 ML0191'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0191'RAILROAD FROM THE STATION AT PALMER, AT A ROAD CROSSING, ON THE
 ML0191'MERRICK-HOWARD COUNTY LINE, 38 FEET SOUTHWEST OF THE SOUTHWEST
 ML0191'RAIL, 35 FEET SOUTH OF THE SOUTHEAST CORNER OF TRESTLE 37.45,
 ML0191'30 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD,
 ML0191'1.5 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS
 ML0191'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 ML0191'ABOVE THE GROUND.
 ML0191
 ML0191                          STATION RECOVERY (1985)
 ML0191
 ML0191'RECOVERED 1985
 ML0191'NOTE: RAILROAD ABSENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1547 ***********************************************************************
 MK1547  DESIGNATION -  N 333
 MK1547  PID         -  MK1547
 MK1547  STATE/COUNTY-  NE/HAMILTON
 MK1547  COUNTRY     -  US
 MK1547  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1547
 MK1547                         *CURRENT SURVEY CONTROL
 MK1547  ______________________________________________________________________
 MK1547* NAD 83(1986) POSITION- 41 02 46.     (N) 097 55 25.     (W)   SCALED
 MK1547* NAVD 88 ORTHO HEIGHT -   539.386 (meters)     1769.64  (feet) ADJUSTED
 MK1547  ______________________________________________________________________
 MK1547  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 MK1547  DYNAMIC HEIGHT  -        539.110 (meters)     1768.73  (feet) COMP
 MK1547  MODELED GRAVITY -    980,096.3   (mgal)                       NAVD 88
 MK1547
 MK1547  VERT ORDER      -  SECOND    CLASS 0
 MK1547
 MK1547.The horizontal coordinates were scaled from a map and have
 MK1547.an estimated accuracy of +/- 6 seconds.
 MK1547
 MK1547.The orthometric height was determined by differential leveling and
 MK1547.adjusted by the NATIONAL GEODETIC SURVEY
 MK1547.in June 1991.
 MK1547
 MK1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1547.GEOID18 height accuracy estimate available here.
 MK1547
 MK1547.Click photographs - Photos may exist for this station.
 MK1547
 MK1547.The dynamic height is computed by dividing the NAVD 88
 MK1547.geopotential number by the normal gravity value computed on the
 MK1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1547.degrees latitude (g = 980.6199 gals.).
 MK1547
 MK1547.The modeled gravity was interpolated from observed gravity values.
 MK1547
 MK1547;                    North         East    Units  Estimated Accuracy
 MK1547;SPC NE       -   136,750.      674,510.      MT  (+/- 180 meters Scaled)
 MK1547
 MK1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL904444(NAD 83)
 MK1547
 MK1547                          SUPERSEDED SURVEY CONTROL
 MK1547
 MK1547  NGVD 29 (??/??/92)  539.162  (m)         1768.90   (f) ADJ UNCH    2 0
 MK1547
 MK1547.Superseded values are not recommended for survey control.
 MK1547
 MK1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1547.See file dsdata.pdf to determine how the superseded data were derived.
 MK1547
 MK1547_MARKER: DB = BENCH MARK DISK
 MK1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1547_STAMPING: N 333 1950
 MK1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1547+STABILITY: SURFACE MOTION
 MK1547
 MK1547  HISTORY     - Date     Condition        Report By
 MK1547  HISTORY     - 1950     MONUMENTED       CGS
 MK1547
 MK1547                          STATION DESCRIPTION
 MK1547
 MK1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1547'4 MI SW FROM HOARDVILLE.
 MK1547'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1547'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILES WEST ALONG
 MK1547'STATE HIGHWAY 66, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1547'AT A ROAD JUNCTION, 29 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1547'AND WEST ROAD, 21 FEET WEST OF THE EXTENDED CENTER LINE OF A
 MK1547'ROAD LEADING NORTH, 21 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK1547'DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 2.2 FEET NORTH OF A
 MK1547'FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1547'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0286 ***********************************************************************
 ML0286  DESIGNATION -  N 334
 ML0286  PID         -  ML0286
 ML0286  STATE/COUNTY-  NE/MERRICK
 ML0286  COUNTRY     -  US
 ML0286  USGS QUAD   -  CHAPMAN (2017)
 ML0286
 ML0286                         *CURRENT SURVEY CONTROL
 ML0286  ______________________________________________________________________
 ML0286* NAD 83(1995) POSITION- 41 01 37.67901(N) 098 08 58.94783(W)   ADJUSTED
 ML0286* NAVD 88 ORTHO HEIGHT -   537.418 (meters)     1763.18  (feet) ADJUSTED
 ML0286  ______________________________________________________________________
 ML0286  GEOID HEIGHT    -        -25.250 (meters)                     GEOID18
 ML0286  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 ML0286  DYNAMIC HEIGHT  -        537.142 (meters)     1762.27  (feet) COMP
 ML0286  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 ML0286
 ML0286  HORZ ORDER      -  SECOND
 ML0286  VERT ORDER      -  SECOND    CLASS 0
 ML0286
 ML0286.The horizontal coordinates were established by classical geodetic methods
 ML0286.and adjusted by the National Geodetic Survey in August 1997.
 ML0286
 ML0286.The orthometric height was determined by differential leveling and
 ML0286.adjusted by the NATIONAL GEODETIC SURVEY
 ML0286.in June 1991.
 ML0286
 ML0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0286.GEOID18 height accuracy estimate available here.
 ML0286
 ML0286.Click photographs - Photos may exist for this station.
 ML0286
 ML0286.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0286
 ML0286.The dynamic height is computed by dividing the NAVD 88
 ML0286.geopotential number by the normal gravity value computed on the
 ML0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0286.degrees latitude (g = 980.6199 gals.).
 ML0286
 ML0286.The modeled gravity was interpolated from observed gravity values.
 ML0286
 ML0286. The following values were computed from the NAD 83(1995) position.
 ML0286
 ML0286;                    North         East     Units Scale Factor Converg.
 ML0286;SPC NE       -   134,207.771   655,551.221   MT  0.99969328   +1 13 34.3
 ML0286;SPC NE       -   440,313.33  2,150,754.30   sFT  0.99969328   +1 13 34.3
 ML0286;UTM  14      - 4,542,117.279   571,481.916   MT  0.99966289   +0 33 29.4
 ML0286
 ML0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0286!SPC NE       -   0.99991967  x   0.99969328  =   0.99961297
 ML0286!UTM  14      -   0.99991967  x   0.99966289  =   0.99958259
 ML0286
 ML0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7148142117(NAD 83)
 ML0286
 ML0286                          SUPERSEDED SURVEY CONTROL
 ML0286
 ML0286  NAD 83(1986)-  41 01 37.68631(N)    098 08 58.95021(W) AD(       ) 2
 ML0286  NAD 27      -  41 01 37.63200(N)    098 08 57.73600(W) AD(       ) 2
 ML0286  NGVD 29 (??/??/92)  537.185  (m)         1762.41   (f) ADJ UNCH    2 0
 ML0286  NGVD 29             537.19   (m)         1762.4    (f) LEVELING    3  
 ML0286
 ML0286.Superseded values are not recommended for survey control.
 ML0286
 ML0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0286.See file dsdata.pdf to determine how the superseded data were derived.
 ML0286
 ML0286_MARKER: DB = BENCH MARK DISK
 ML0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0286_STAMPING: N 334 1950
 ML0286_MARK LOGO: CGS
 ML0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0286+STABILITY: SURFACE MOTION
 ML0286
 ML0286  HISTORY     - Date     Condition        Report By
 ML0286  HISTORY     - 1950     MONUMENTED       CGS
 ML0286  HISTORY     - 1950     GOOD             CGS
 ML0286
 ML0286                          STATION DESCRIPTION
 ML0286
 ML0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML0286'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CENTRAL
 ML0286'CITY AND 1/2 MILE NORTHEAST OF CHAPMAN IN THE SOUTHEAST ANGLE
 ML0286'OF A CROSSROADS.  IT IS A STANDARD USC AND GS BENCH MARK
 ML0286'DISK SET IN A 10 INCH ROUND CONCRETE POST.  IT IS 37 FEET
 ML0286'EAST OF THE CENTERLINE OF A ROAD, 82 FEET SOUTH OF THE CENTERLINE
 ML0286'OF U.S. HIGHWAY 30, 23 FEET SOUTH SOUTHEAST OF A POWERLINE POLE,
 ML0286'2 FEET WEST OF A FENCELINE AND 1.5 FEET NORTH OF A WHITE
 ML0286'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 ML0286'IS STAMPED N 334 1950.
 ML0286'
 ML0286'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHAPMAN
 ML0286'1950 TO BENCH MARK N 334 1950 AND THE DISTANCE IS 37.078 METERS
 ML0286'OR 121.65 FEET.
 ML0286'
 ML0286'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CHAPMAN, GO
 ML0286'NORTHEAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO CROSSROADS AND
 ML0286'STATION IN SOUTHEAST ANGLE AS DESCRIBED.
 ML0286
 ML0286                          STATION RECOVERY (1950)
 ML0286
 ML0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0286'0.5 MI NE FROM CHAPMAN.
 ML0286'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 ML0286'RAILROAD STATION AT CHAPMAN, AT A ROAD JUNCTION, 79 FEET SOUTH
 ML0286'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER
 ML0286'LINE OF A NORTH AND SOUTH GRAVELED ROAD, 25 FEET SOUTHEAST OF A
 ML0286'POWER POLE, 1.8 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 ML0286'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0286'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1526 ***********************************************************************
 MK1526  DESIGNATION -  N 336
 MK1526  PID         -  MK1526
 MK1526  STATE/COUNTY-  NE/POLK
 MK1526  COUNTRY     -  US
 MK1526  USGS QUAD   -  DURANT (2017)
 MK1526
 MK1526                         *CURRENT SURVEY CONTROL
 MK1526  ______________________________________________________________________
 MK1526* NAD 83(1986) POSITION- 41 05 31.     (N) 097 39 54.     (W)   SCALED
 MK1526* NAVD 88 ORTHO HEIGHT -   514.366 (meters)     1687.55  (feet) ADJUSTED
 MK1526  ______________________________________________________________________
 MK1526  GEOID HEIGHT    -        -25.781 (meters)                     GEOID18
 MK1526  DYNAMIC HEIGHT  -        514.109 (meters)     1686.71  (feet) COMP
 MK1526  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 MK1526
 MK1526  VERT ORDER      -  SECOND    CLASS 0
 MK1526
 MK1526.The horizontal coordinates were scaled from a map and have
 MK1526.an estimated accuracy of +/- 6 seconds.
 MK1526
 MK1526.The orthometric height was determined by differential leveling and
 MK1526.adjusted by the NATIONAL GEODETIC SURVEY
 MK1526.in June 1991.
 MK1526
 MK1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1526.GEOID18 height accuracy estimate available here.
 MK1526
 MK1526.Click photographs - Photos may exist for this station.
 MK1526
 MK1526.The dynamic height is computed by dividing the NAVD 88
 MK1526.geopotential number by the normal gravity value computed on the
 MK1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1526.degrees latitude (g = 980.6199 gals.).
 MK1526
 MK1526.The modeled gravity was interpolated from observed gravity values.
 MK1526
 MK1526;                    North         East    Units  Estimated Accuracy
 MK1526;SPC NE       -   142,390.      696,100.      MT  (+/- 180 meters Scaled)
 MK1526
 MK1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL121498(NAD 83)
 MK1526
 MK1526                          SUPERSEDED SURVEY CONTROL
 MK1526
 MK1526  NGVD 29 (??/??/92)  514.159  (m)         1686.87   (f) ADJ UNCH    2 0
 MK1526
 MK1526.Superseded values are not recommended for survey control.
 MK1526
 MK1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1526.See file dsdata.pdf to determine how the superseded data were derived.
 MK1526
 MK1526_MARKER: DB = BENCH MARK DISK
 MK1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1526_STAMPING: N 336 1950
 MK1526_MARK LOGO: CGS
 MK1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1526+STABILITY: SURFACE MOTION
 MK1526
 MK1526  HISTORY     - Date     Condition        Report By
 MK1526  HISTORY     - 1950     MONUMENTED       CGS
 MK1526
 MK1526                          STATION DESCRIPTION
 MK1526
 MK1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1526'6.3 MI E FROM POLK.
 MK1526'6.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1526'AT POLK, 0.2 MILE EAST OF MILEPOST 57, 0.1 MILE WEST OF THE
 MK1526'DURANT ELEVATOR, 98.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MK1526'TRACK, 61.4 FEET SOUTH OF A DERAIL SIGN, 23 FEET NORTH OF THE
 MK1526'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 20 FEET EAST OF THE
 MK1526'CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 2.6 FEET NORTH OF
 MK1526'A TELEPHONE POLE, 1 FOOT WEST OF A WITNESS POST, SET IN THE
 MK1526'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1243 ***********************************************************************
 MK1243  DESIGNATION -  N 337
 MK1243  PID         -  MK1243
 MK1243  STATE/COUNTY-  NE/PLATTE
 MK1243  COUNTRY     -  US
 MK1243  USGS QUAD   -  COLUMBUS (2017)
 MK1243
 MK1243                         *CURRENT SURVEY CONTROL
 MK1243  ______________________________________________________________________
 MK1243* NAD 83(1986) POSITION- 41 25 48.     (N) 097 19 47.     (W)   SCALED
 MK1243* NAVD 88 ORTHO HEIGHT -   435.877 (meters)     1430.04  (feet) ADJUSTED
 MK1243  ______________________________________________________________________
 MK1243  GEOID HEIGHT    -        -25.407 (meters)                     GEOID18
 MK1243  DYNAMIC HEIGHT  -        435.687 (meters)     1429.42  (feet) COMP
 MK1243  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 MK1243
 MK1243  VERT ORDER      -  SECOND    CLASS 0
 MK1243
 MK1243.The horizontal coordinates were scaled from a map and have
 MK1243.an estimated accuracy of +/- 6 seconds.
 MK1243
 MK1243.The orthometric height was determined by differential leveling and
 MK1243.adjusted by the NATIONAL GEODETIC SURVEY
 MK1243.in June 1991.
 MK1243
 MK1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1243.GEOID18 height accuracy estimate available here.
 MK1243
 MK1243.Click photographs - Photos may exist for this station.
 MK1243
 MK1243.The dynamic height is computed by dividing the NAVD 88
 MK1243.geopotential number by the normal gravity value computed on the
 MK1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1243.degrees latitude (g = 980.6199 gals.).
 MK1243
 MK1243.The modeled gravity was interpolated from observed gravity values.
 MK1243
 MK1243;                    North         East    Units  Estimated Accuracy
 MK1243;SPC NE       -   180,720.      723,090.      MT  (+/- 180 meters Scaled)
 MK1243
 MK1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL395878(NAD 83)
 MK1243
 MK1243                          SUPERSEDED SURVEY CONTROL
 MK1243
 MK1243  NGVD 29 (??/??/92)  435.691  (m)         1429.43   (f) ADJ UNCH    2 0
 MK1243
 MK1243.Superseded values are not recommended for survey control.
 MK1243
 MK1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1243.See file dsdata.pdf to determine how the superseded data were derived.
 MK1243
 MK1243_MARKER: DB = BENCH MARK DISK
 MK1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1243_STAMPING: N 337 1950
 MK1243_MARK LOGO: CGS
 MK1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1243+STABILITY: SURFACE MOTION
 MK1243
 MK1243  HISTORY     - Date     Condition        Report By
 MK1243  HISTORY     - 1950     MONUMENTED       CGS
 MK1243
 MK1243                          STATION DESCRIPTION
 MK1243
 MK1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1243'1.5 MI E FROM COLUMBUS.
 MK1243'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1243'AT COLUMBUS, AT A ROAD CROSSING, 50 FEET NORTH OF THE NORTH RAIL
 MK1243'OF THE NORTH TRACK, 40 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1243'AND SOUTH GRAVELED ROAD, 1.8 FEET NORTH OF A FENCE, DIRECTLY
 MK1243'BENEATH A POWER LINE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE
 MK1243'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0004 ***********************************************************************
 NQ0004  DESIGNATION -  N 340
 NQ0004  PID         -  NQ0004
 NQ0004  STATE/COUNTY-  NE/SIOUX
 NQ0004  COUNTRY     -  US
 NQ0004  USGS QUAD   -  VAN TASSELL (2017)
 NQ0004
 NQ0004                         *CURRENT SURVEY CONTROL
 NQ0004  ______________________________________________________________________
 NQ0004* NAD 83(1986) POSITION- 42 39 45.56   (N) 104 02 44.96   (W)   HD_HELD1
 NQ0004* NAVD 88 ORTHO HEIGHT -  1449.950 (meters)     4757.04  (feet) ADJUSTED
 NQ0004  ______________________________________________________________________
 NQ0004  GEOID HEIGHT    -        -15.786 (meters)                     GEOID18
 NQ0004  DYNAMIC HEIGHT  -       1449.095 (meters)     4754.24  (feet) COMP
 NQ0004  MODELED GRAVITY -    979,980.3   (mgal)                       NAVD 88
 NQ0004
 NQ0004  VERT ORDER      -  FIRST     CLASS II
 NQ0004
 NQ0004.The horizontal coordinates were determined by differentially corrected
 NQ0004.hand held GPS observations or other comparable positioning techniques
 NQ0004.and have an estimated accuracy of +/- 3 meters.
 NQ0004
 NQ0004.The orthometric height was determined by differential leveling and
 NQ0004.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0004.in June 1991.
 NQ0004
 NQ0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0004.GEOID18 height accuracy estimate available here.
 NQ0004
 NQ0004.Click photographs - Photos may exist for this station.
 NQ0004
 NQ0004.The dynamic height is computed by dividing the NAVD 88
 NQ0004.geopotential number by the normal gravity value computed on the
 NQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0004.degrees latitude (g = 980.6199 gals.).
 NQ0004
 NQ0004.The modeled gravity was interpolated from observed gravity values.
 NQ0004
 NQ0004;                    North         East    Units  Estimated Accuracy
 NQ0004;SPC NE       -   321,907.0     168,467.2     MT  (+/- 3 meters HH1 GPS) 
 NQ0004
 NQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7819723795(NAD 83)
 NQ0004
 NQ0004                          SUPERSEDED SURVEY CONTROL
 NQ0004
 NQ0004  NGVD 29 (??/??/92) 1449.252  (m)         4754.75   (f) ADJ UNCH    1 2
 NQ0004
 NQ0004.Superseded values are not recommended for survey control.
 NQ0004
 NQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0004.See file dsdata.pdf to determine how the superseded data were derived.
 NQ0004
 NQ0004_MARKER: DB = BENCH MARK DISK
 NQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0004_STAMPING: N 340 1954
 NQ0004_MARK LOGO: CGS
 NQ0004_PROJECTION: PROJECTING 18 CENTIMETERS
 NQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0004+STABILITY: SURFACE MOTION
 NQ0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0004+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2021
 NQ0004
 NQ0004  HISTORY     - Date     Condition        Report By
 NQ0004  HISTORY     - 1954     MONUMENTED       CGS
 NQ0004  HISTORY     - 20180831 GOOD             INDIV
 NQ0004  HISTORY     - 20210719 GOOD             WYDT
 NQ0004
 NQ0004                          STATION DESCRIPTION
 NQ0004
 NQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0004'2.4 MI E FROM VAN TASSELL.
 NQ0004'2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0004'FROM THE STATION AT VAN TASSELL, 2 1/2 POLES WEST OF MILEPOST
 NQ0004'469, 130 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 95
 NQ0004'FEET NORTH OF THE NORTH RAIL, 18 FEET SOUTHEAST OF A TELEPHONE
 NQ0004'POLE, 1.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 NQ0004'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 NQ0004'THE GROUND, 0.4 MILE EAST OF THE NEBRASKA AND WYOMING STATE LINE.
 NQ0004'IN SECTION 17, TOWNSHIP 31 NORTH, RANGE 57 WEST.
 NQ0004
 NQ0004                          STATION RECOVERY (2018)
 NQ0004
 NQ0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DAB)
 NQ0004'IT IS 146 FT (44.5 M) NORTHEAST OF A RIGHT-OF-WAY MARKER, 100 FT (30.5
 NQ0004'M) NORTHWEST OF THE ABANDONED RAILROAD GRADE, 65.5 FT (20.0 M)
 NQ0004'SOUTHEAST OF THE CENTERLINE OF US 20, 1.6 FT (0.5 M) NORTH OF A
 NQ0004'WITNESS SIGN, 1 FT (0.3 M) WEST OF A 4 X 4 CEDAR POST.
 NQ0004
 NQ0004                          STATION RECOVERY (2021)
 NQ0004
 NQ0004'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2021 (ABC)
 NQ0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0459 ***********************************************************************
 NP0459  DESIGNATION -  N 341
 NP0459  PID         -  NP0459
 NP0459  STATE/COUNTY-  NE/SIOUX
 NP0459  COUNTRY     -  US
 NP0459  USGS QUAD   -  HARRISON EAST (2017)
 NP0459
 NP0459                         *CURRENT SURVEY CONTROL
 NP0459  ______________________________________________________________________
 NP0459* NAD 83(1986) POSITION- 42 41 30.     (N) 103 52 28.     (W)   SCALED
 NP0459* NAVD 88 ORTHO HEIGHT -  1475.209 (meters)     4839.91  (feet) ADJUSTED
 NP0459  ______________________________________________________________________
 NP0459  GEOID HEIGHT    -        -16.157 (meters)                     GEOID18
 NP0459  DYNAMIC HEIGHT  -       1474.341 (meters)     4837.07  (feet) COMP
 NP0459  MODELED GRAVITY -    979,979.8   (mgal)                       NAVD 88
 NP0459
 NP0459  VERT ORDER      -  FIRST     CLASS II
 NP0459
 NP0459.This mark is at Harrison Skyranch Airport (9V3)
 NP0459
 NP0459.The horizontal coordinates were scaled from a map and have
 NP0459.an estimated accuracy of +/- 6 seconds.
 NP0459
 NP0459.The orthometric height was determined by differential leveling and
 NP0459.adjusted by the NATIONAL GEODETIC SURVEY
 NP0459.in June 1991.
 NP0459
 NP0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0459.GEOID18 height accuracy estimate available here.
 NP0459
 NP0459.Click photographs - Photos may exist for this station.
 NP0459
 NP0459.The dynamic height is computed by dividing the NAVD 88
 NP0459.geopotential number by the normal gravity value computed on the
 NP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0459.degrees latitude (g = 980.6199 gals.).
 NP0459
 NP0459.The modeled gravity was interpolated from observed gravity values.
 NP0459
 NP0459;                    North         East    Units  Estimated Accuracy
 NP0459;SPC NE       -   324,480.      182,650.      MT  (+/- 180 meters Scaled)
 NP0459
 NP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH922271(NAD 83)
 NP0459
 NP0459                          SUPERSEDED SURVEY CONTROL
 NP0459
 NP0459  NGVD 29 (??/??/92) 1474.524  (m)         4837.67   (f) ADJ UNCH    1 2
 NP0459
 NP0459.Superseded values are not recommended for survey control.
 NP0459
 NP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0459.See file dsdata.pdf to determine how the superseded data were derived.
 NP0459
 NP0459_MARKER: DB = BENCH MARK DISK
 NP0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0459_STAMPING: N 341 1954
 NP0459_MARK LOGO: CGS
 NP0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0459+STABILITY: SURFACE MOTION
 NP0459
 NP0459  HISTORY     - Date     Condition        Report By
 NP0459  HISTORY     - 1954     MONUMENTED       CGS
 NP0459
 NP0459                          STATION DESCRIPTION
 NP0459
 NP0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0459'0.5 MI NE FROM HARRISON.
 NP0459'0.15 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 NP0459'HARRISON, THENCE 0.35 MILE EAST ALONG U.S. HIGHWAY 20, AT THE
 NP0459'HARRISON AIRPORT, 134 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NP0459'OF THE SOUTH HANGAR, 52 FEET NORTH OF THE CENTER LINE OF THE
 NP0459'HIGHWAY, 18 FEET NORTHWEST OF A FENCE CORNER, 2.5 FEET SOUTH
 NP0459'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0459'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0151 ***********************************************************************
 NP0151  DESIGNATION -  N 342
 NP0151  PID         -  NP0151
 NP0151  STATE/COUNTY-  NE/BOX BUTTE
 NP0151  COUNTRY     -  US
 NP0151  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0151
 NP0151                         *CURRENT SURVEY CONTROL
 NP0151  ______________________________________________________________________
 NP0151* NAD 83(1986) POSITION- 42 11 43.     (N) 102 57 46.     (W)   SCALED
 NP0151* NAVD 88 ORTHO HEIGHT -  1252.222 (meters)     4108.33  (feet) ADJUSTED
 NP0151  ______________________________________________________________________
 NP0151  GEOID HEIGHT    -        -18.491 (meters)                     GEOID18
 NP0151  DYNAMIC HEIGHT  -       1251.492 (meters)     4105.94  (feet) COMP
 NP0151  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 NP0151
 NP0151  VERT ORDER      -  FIRST     CLASS II
 NP0151
 NP0151.The horizontal coordinates were scaled from a map and have
 NP0151.an estimated accuracy of +/- 6 seconds.
 NP0151
 NP0151.The orthometric height was determined by differential leveling and
 NP0151.adjusted by the NATIONAL GEODETIC SURVEY
 NP0151.in June 1991.
 NP0151
 NP0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0151.GEOID18 height accuracy estimate available here.
 NP0151
 NP0151.Click photographs - Photos may exist for this station.
 NP0151
 NP0151.The dynamic height is computed by dividing the NAVD 88
 NP0151.geopotential number by the normal gravity value computed on the
 NP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0151.degrees latitude (g = 980.6199 gals.).
 NP0151
 NP0151.The modeled gravity was interpolated from observed gravity values.
 NP0151
 NP0151;                    North         East    Units  Estimated Accuracy
 NP0151;SPC NE       -   266,430.      255,400.      MT  (+/- 180 meters Scaled)
 NP0151
 NP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG682734(NAD 83)
 NP0151
 NP0151                          SUPERSEDED SURVEY CONTROL
 NP0151
 NP0151  NGVD 29 (??/??/92) 1251.620  (m)         4106.36   (f) ADJ UNCH    1 2
 NP0151
 NP0151.Superseded values are not recommended for survey control.
 NP0151
 NP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0151.See file dsdata.pdf to determine how the superseded data were derived.
 NP0151
 NP0151_MARKER: DB = BENCH MARK DISK
 NP0151_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0151_SP_SET: ABUTMENT
 NP0151_STAMPING: N 342 1956
 NP0151_MARK LOGO: CGS
 NP0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0151
 NP0151  HISTORY     - Date     Condition        Report By
 NP0151  HISTORY     - 1956     MONUMENTED       CGS
 NP0151  HISTORY     - 1985     GOOD             NGS
 NP0151
 NP0151                          STATION DESCRIPTION
 NP0151
 NP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0151'8.6 MI NW FROM ALLIANCE.
 NP0151'8.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0151'RAILROAD FROM THE STATION AT ALLIANCE, 5 POLES NORTHWEST OF
 NP0151'MILEPOST 374, 8.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 NP0151'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END
 NP0151'OF THE NORTHWEST ABUTMENT OF A SMALL CONCRETE BRIDGE, IN THE
 NP0151'SOUTHEAST 1/4 OF SECTION 30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0151
 NP0151                          STATION RECOVERY (1985)
 NP0151
 NP0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0308 ***********************************************************************
 NP0308  DESIGNATION -  N 343
 NP0308  PID         -  NP0308
 NP0308  STATE/COUNTY-  NE/DAWES
 NP0308  COUNTRY     -  US
 NP0308  USGS QUAD   -  CRAWFORD (2017)
 NP0308
 NP0308                         *CURRENT SURVEY CONTROL
 NP0308  ______________________________________________________________________
 NP0308* NAD 83(1986) POSITION- 42 40 11.     (N) 103 23 27.     (W)   SCALED
 NP0308* NAVD 88 ORTHO HEIGHT -  1142.647 (meters)     3748.83  (feet) ADJUSTED
 NP0308  ______________________________________________________________________
 NP0308  GEOID HEIGHT    -        -17.629 (meters)                     GEOID18
 NP0308  DYNAMIC HEIGHT  -       1142.030 (meters)     3746.81  (feet) COMP
 NP0308  MODELED GRAVITY -    980,041.9   (mgal)                       NAVD 88
 NP0308
 NP0308  VERT ORDER      -  FIRST     CLASS II
 NP0308
 NP0308.The horizontal coordinates were scaled from a map and have
 NP0308.an estimated accuracy of +/- 6 seconds.
 NP0308
 NP0308.The orthometric height was determined by differential leveling and
 NP0308.adjusted by the NATIONAL GEODETIC SURVEY
 NP0308.in June 1991.
 NP0308
 NP0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0308.GEOID18 height accuracy estimate available here.
 NP0308
 NP0308.Click photographs - Photos may exist for this station.
 NP0308
 NP0308.The dynamic height is computed by dividing the NAVD 88
 NP0308.geopotential number by the normal gravity value computed on the
 NP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0308.degrees latitude (g = 980.6199 gals.).
 NP0308
 NP0308.The modeled gravity was interpolated from observed gravity values.
 NP0308
 NP0308;                    North         East    Units  Estimated Accuracy
 NP0308;SPC NE       -   320,380.      222,140.      MT  (+/- 180 meters Scaled)
 NP0308
 NP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH318253(NAD 83)
 NP0308
 NP0308                          SUPERSEDED SURVEY CONTROL
 NP0308
 NP0308  NGVD 29 (??/??/92) 1142.078  (m)         3746.97   (f) ADJ UNCH    1 2
 NP0308
 NP0308.Superseded values are not recommended for survey control.
 NP0308
 NP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0308.See file dsdata.pdf to determine how the superseded data were derived.
 NP0308
 NP0308_MARKER: DB = BENCH MARK DISK
 NP0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0308_SP_SET: BRIDGE ABUTMENT
 NP0308_STAMPING: N 343 1956
 NP0308_MARK LOGO: CGS
 NP0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0308+STABILITY: SURFACE MOTION
 NP0308
 NP0308  HISTORY     - Date     Condition        Report By
 NP0308  HISTORY     - 1956     MONUMENTED       CGS
 NP0308  HISTORY     - 1985     GOOD             NGS
 NP0308
 NP0308                          STATION DESCRIPTION
 NP0308
 NP0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0308'1.6 MI SE FROM CRAWFORD.
 NP0308'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0308'RAILROAD FROM THE STATION AT CRAWFORD, 13.8 FEET SOUTHWEST OF
 NP0308'THE SOUTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN
 NP0308'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 NP0308'421.28, IN SECTION 11, TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0308
 NP0308                          STATION RECOVERY (1985)
 NP0308
 NP0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0308'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0308'BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0148 ***********************************************************************
 MN0148  DESIGNATION -  N 344
 MN0148  PID         -  MN0148
 MN0148  STATE/COUNTY-  NE/MORRILL
 MN0148  COUNTRY     -  US
 MN0148  USGS QUAD   -  BRIDGEPORT (2017)
 MN0148
 MN0148                         *CURRENT SURVEY CONTROL
 MN0148  ______________________________________________________________________
 MN0148* NAD 83(1986) POSITION- 41 43 45.     (N) 103 06 51.     (W)   SCALED
 MN0148* NAVD 88 ORTHO HEIGHT -  1164.186 (meters)     3819.50  (feet) ADJUSTED
 MN0148  ______________________________________________________________________
 MN0148  GEOID HEIGHT    -        -19.411 (meters)                     GEOID18
 MN0148  DYNAMIC HEIGHT  -       1163.454 (meters)     3817.10  (feet) COMP
 MN0148  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 MN0148
 MN0148  VERT ORDER      -  FIRST     CLASS II
 MN0148
 MN0148.The horizontal coordinates were scaled from a map and have
 MN0148.an estimated accuracy of +/- 6 seconds.
 MN0148
 MN0148.The orthometric height was determined by differential leveling and
 MN0148.adjusted by the NATIONAL GEODETIC SURVEY
 MN0148.in June 1991.
 MN0148
 MN0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0148.GEOID18 height accuracy estimate available here.
 MN0148
 MN0148.Click photographs - Photos may exist for this station.
 MN0148
 MN0148.The dynamic height is computed by dividing the NAVD 88
 MN0148.geopotential number by the normal gravity value computed on the
 MN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0148.degrees latitude (g = 980.6199 gals.).
 MN0148
 MN0148.The modeled gravity was interpolated from observed gravity values.
 MN0148
 MN0148;                    North         East    Units  Estimated Accuracy
 MN0148;SPC NE       -   215,150.      241,040.      MT  (+/- 180 meters Scaled)
 MN0148
 MN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568214(NAD 83)
 MN0148
 MN0148                          SUPERSEDED SURVEY CONTROL
 MN0148
 MN0148  NGVD 29 (??/??/92) 1163.608  (m)         3817.60   (f) ADJ UNCH    1 2
 MN0148
 MN0148.Superseded values are not recommended for survey control.
 MN0148
 MN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0148.See file dsdata.pdf to determine how the superseded data were derived.
 MN0148
 MN0148_MARKER: DB = BENCH MARK DISK
 MN0148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MN0148+WITH SETTING: INTO GROUND
 MN0148_STAMPING: N 344 1956
 MN0148_MARK LOGO: CGS
 MN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0148+STABILITY: SURFACE MOTION
 MN0148
 MN0148  HISTORY     - Date     Condition        Report By
 MN0148  HISTORY     - 1956     MONUMENTED       CGS
 MN0148  HISTORY     - 1985     GOOD             NGS
 MN0148
 MN0148                          STATION DESCRIPTION
 MN0148
 MN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0148'5.1 MI N FROM BRIDGEPORT.
 MN0148'5.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0148'FROM THE STATION AT BRIDGEPORT, 71 FEET SOUTHWEST OF THE SOUTHWEST
 MN0148'RAIL, 45 FEET SOUTH OF THE 20TH POLE NORTHWEST OF MILEPOST 32,
 MN0148'7 FEET NORTH OF THE NORTHWEST END OF A WOODEN SNOW FENCE, 4 FEET
 MN0148'NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST,
 MN0148'7 FEET ABOVE THE TOP OF THE RAILS, CLAMPED ON THE TOP OF A
 MN0148'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 17.5 FEET IN
 MN0148'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5
 MN0148'FOOT ABOVE THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS
 MN0148'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 5,
 MN0148'TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0148
 MN0148                          STATION RECOVERY (1985)
 MN0148
 MN0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0133 ***********************************************************************
 NO0133  DESIGNATION -  N 346
 NO0133  PID         -  NO0133
 NO0133  STATE/COUNTY-  NE/CHERRY
 NO0133  COUNTRY     -  US
 NO0133  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0133
 NO0133                         *CURRENT SURVEY CONTROL
 NO0133  ______________________________________________________________________
 NO0133* NAD 83(1986) POSITION- 42 53 16.     (N) 100 39 06.     (W)   SCALED
 NO0133* NAVD 88 ORTHO HEIGHT -   793.175 (meters)     2602.28  (feet) ADJUSTED
 NO0133  ______________________________________________________________________
 NO0133  GEOID HEIGHT    -        -21.658 (meters)                     GEOID18
 NO0133  DYNAMIC HEIGHT  -        792.858 (meters)     2601.24  (feet) COMP
 NO0133  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 NO0133
 NO0133  VERT ORDER      -  FIRST     CLASS II
 NO0133
 NO0133.The horizontal coordinates were scaled from a map and have
 NO0133.an estimated accuracy of +/- 6 seconds.
 NO0133
 NO0133.The orthometric height was determined by differential leveling and
 NO0133.adjusted by the NATIONAL GEODETIC SURVEY
 NO0133.in June 1991.
 NO0133
 NO0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0133.GEOID18 height accuracy estimate available here.
 NO0133
 NO0133.Click photographs - Photos may exist for this station.
 NO0133
 NO0133.The dynamic height is computed by dividing the NAVD 88
 NO0133.geopotential number by the normal gravity value computed on the
 NO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0133.degrees latitude (g = 980.6199 gals.).
 NO0133
 NO0133.The modeled gravity was interpolated from observed gravity values.
 NO0133
 NO0133;                    North         East    Units  Estimated Accuracy
 NO0133;SPC NE       -   339,360.      446,770.      MT  (+/- 180 meters Scaled)
 NO0133
 NO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN651496(NAD 83)
 NO0133
 NO0133                          SUPERSEDED SURVEY CONTROL
 NO0133
 NO0133  NGVD 29 (??/??/92)  792.881  (m)         2601.31   (f) ADJ UNCH    1 2
 NO0133
 NO0133.Superseded values are not recommended for survey control.
 NO0133
 NO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0133.See file dsdata.pdf to determine how the superseded data were derived.
 NO0133
 NO0133_MARKER: DB = BENCH MARK DISK
 NO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0133_STAMPING: N 346 1957
 NO0133_MARK LOGO: CGS
 NO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0133+STABILITY: SURFACE MOTION
 NO0133
 NO0133  HISTORY     - Date     Condition        Report By
 NO0133  HISTORY     - 1957     MONUMENTED       CGS
 NO0133
 NO0133                          STATION DESCRIPTION
 NO0133
 NO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0133'5.5 MI W FROM VALENTINE.
 NO0133'ABOUT 5.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0133'FROM THE STATION AT VALENTINE, 5.75 MILES EAST OF THE STATION AT
 NO0133'CROOKSTON, IN SECTION 30, T. 34 N., R. 28 W., 46 1/2 FEET
 NO0133'SOUTHWEST OF THE SOUTHWEST RAIL, 54 FEET NORTHEAST OF THE CENTER
 NO0133'LINE OF U.S. HIGHWAY 20, 60 FEET WEST OF THE CENTER LINE OF A
 NO0133'RANCH ROAD NORTH, 4 1/2 FEET SOUTHWEST OF MILE POST 275, 2 FEET
 NO0133'SOUTHEAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY
 NO0133'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0226 ***********************************************************************
 NO0226  DESIGNATION -  N 347
 NO0226  PID         -  NO0226
 NO0226  STATE/COUNTY-  NE/CHERRY
 NO0226  COUNTRY     -  US
 NO0226  USGS QUAD   -  ELI (2017)
 NO0226
 NO0226                         *CURRENT SURVEY CONTROL
 NO0226  ______________________________________________________________________
 NO0226* NAD 83(1986) POSITION- 42 57 34.     (N) 101 24 17.     (W)   SCALED
 NO0226* NAVD 88 ORTHO HEIGHT -   965.319 (meters)     3167.05  (feet) ADJUSTED
 NO0226  ______________________________________________________________________
 NO0226  GEOID HEIGHT    -        -20.006 (meters)                     GEOID18
 NO0226  DYNAMIC HEIGHT  -        964.911 (meters)     3165.71  (feet) COMP
 NO0226  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 NO0226
 NO0226  VERT ORDER      -  FIRST     CLASS II
 NO0226
 NO0226.The horizontal coordinates were scaled from a map and have
 NO0226.an estimated accuracy of +/- 6 seconds.
 NO0226
 NO0226.The orthometric height was determined by differential leveling and
 NO0226.adjusted by the NATIONAL GEODETIC SURVEY
 NO0226.in June 1991.
 NO0226
 NO0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0226.GEOID18 height accuracy estimate available here.
 NO0226
 NO0226.Click photographs - Photos may exist for this station.
 NO0226
 NO0226.The dynamic height is computed by dividing the NAVD 88
 NO0226.geopotential number by the normal gravity value computed on the
 NO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0226.degrees latitude (g = 980.6199 gals.).
 NO0226
 NO0226.The modeled gravity was interpolated from observed gravity values.
 NO0226
 NO0226;                    North         East    Units  Estimated Accuracy
 NO0226;SPC NE       -   348,050.      385,390.      MT  (+/- 180 meters Scaled)
 NO0226
 NO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN038591(NAD 83)
 NO0226
 NO0226                          SUPERSEDED SURVEY CONTROL
 NO0226
 NO0226  NGVD 29 (??/??/92)  964.933  (m)         3165.78   (f) ADJ UNCH    1 2
 NO0226
 NO0226.Superseded values are not recommended for survey control.
 NO0226
 NO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0226.See file dsdata.pdf to determine how the superseded data were derived.
 NO0226
 NO0226_MARKER: DB = BENCH MARK DISK
 NO0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0226_STAMPING: N 347 1957
 NO0226_MARK LOGO: CGS
 NO0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0226+STABILITY: SURFACE MOTION
 NO0226
 NO0226  HISTORY     - Date     Condition        Report By
 NO0226  HISTORY     - 1957     MONUMENTED       CGS
 NO0226
 NO0226                          STATION DESCRIPTION
 NO0226
 NO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0226'8.5 MI W FROM CODY.
 NO0226'ABOUT 8.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0226'FROM THE STATION AT CODY, IN SECTION 35, T. 35 N., R. 35 W., 6
 NO0226'FEET EAST OF THE SIXTH POLE WEST OF MILEPOST 316, 0.3 MILE SOUTHEAST
 NO0226'OF A RANCH HOUSE, 34 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF
 NO0226'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0226'1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0226'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0226 ***********************************************************************
 NP0226  DESIGNATION -  N 348
 NP0226  PID         -  NP0226
 NP0226  STATE/COUNTY-  NE/DAWES
 NP0226  COUNTRY     -  US
 NP0226  USGS QUAD   -  CHADRON EAST (2017)
 NP0226
 NP0226                         *CURRENT SURVEY CONTROL
 NP0226  ______________________________________________________________________
 NP0226* NAD 83(1986) POSITION- 42 49 39.     (N) 102 56 35.     (W)   SCALED
 NP0226* NAVD 88 ORTHO HEIGHT -  1033.456 (meters)     3390.60  (feet) ADJUSTED
 NP0226  ______________________________________________________________________
 NP0226  GEOID HEIGHT    -        -17.994 (meters)                     GEOID18
 NP0226  DYNAMIC HEIGHT  -       1032.950 (meters)     3388.94  (feet) COMP
 NP0226  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 NP0226
 NP0226  VERT ORDER      -  FIRST     CLASS II
 NP0226
 NP0226.The horizontal coordinates were scaled from a map and have
 NP0226.an estimated accuracy of +/- 6 seconds.
 NP0226
 NP0226.The orthometric height was determined by differential leveling and
 NP0226.adjusted by the NATIONAL GEODETIC SURVEY
 NP0226.in June 1991.
 NP0226
 NP0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0226.GEOID18 height accuracy estimate available here.
 NP0226
 NP0226.Click photographs - Photos may exist for this station.
 NP0226
 NP0226.The dynamic height is computed by dividing the NAVD 88
 NP0226.geopotential number by the normal gravity value computed on the
 NP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0226.degrees latitude (g = 980.6199 gals.).
 NP0226
 NP0226.The modeled gravity was interpolated from observed gravity values.
 NP0226
 NP0226;                    North         East    Units  Estimated Accuracy
 NP0226;SPC NE       -   336,550.      259,420.      MT  (+/- 180 meters Scaled)
 NP0226
 NP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH681437(NAD 83)
 NP0226
 NP0226                          SUPERSEDED SURVEY CONTROL
 NP0226
 NP0226  NGVD 29 (??/??/92) 1032.922  (m)         3388.84   (f) ADJ UNCH    1 2
 NP0226
 NP0226.Superseded values are not recommended for survey control.
 NP0226
 NP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0226.See file dsdata.pdf to determine how the superseded data were derived.
 NP0226
 NP0226_MARKER: DB = BENCH MARK DISK
 NP0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0226_SP_SET: CULVERT HEADWALL
 NP0226_STAMPING: N 348 1957
 NP0226_MARK LOGO: CGS
 NP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0226+STABILITY: SURFACE MOTION
 NP0226
 NP0226  HISTORY     - Date     Condition        Report By
 NP0226  HISTORY     - 1957     MONUMENTED       CGS
 NP0226  HISTORY     - 1974     GOOD             LOCENG
 NP0226
 NP0226                          STATION DESCRIPTION
 NP0226
 NP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0226'2.8 MI E FROM CHADRON.
 NP0226'ABOUT 2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0226'FROM THE STATION AT CHADRON, IN SECTION 23, T. 33 N., R. 48 W.,
 NP0226'14 2/3 POLES WEST OF MILEPOST 403, 16 1/2 FEET NORTH OF THE NORTH
 NP0226'RAIL, 4 FEET BELOW THE RAIL, IN THE TOP OF THE WEST END OF THE
 NP0226'NORTH HEAD WALL OF A LARGE TWIN ARCH STONE CULVERT.  NOTE-- THIS
 NP0226'BENCH MARK WAS FOUND ON C AND NW TR CO BRIDGE NO. 653.  A TWIN
 NP0226'10 FOOT STONE ARCH BRIDGE.  MARKER WAS LOCATED ON NW STONE
 NP0226'ABUTMENT 16 1/2 FEET NORTH OF THE NORTH RAIL AND 4 FEET BELOW THE
 NP0226'TOP OF THE RAIL.  SEC. 23 T-33-N R-48-W.
 NP0226
 NP0226                          STATION RECOVERY (1974)
 NP0226
 NP0226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0257 ***********************************************************************
 NP0257  DESIGNATION -  N 349
 NP0257  PID         -  NP0257
 NP0257  STATE/COUNTY-  NE/DAWES
 NP0257  COUNTRY     -  US
 NP0257  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0257
 NP0257                         *CURRENT SURVEY CONTROL
 NP0257  ______________________________________________________________________
 NP0257* NAD 83(1986) POSITION- 42 47 56.14   (N) 103 14 03.35   (W)   HD_HELD1
 NP0257* NAVD 88 ORTHO HEIGHT -  1035.860 (meters)     3398.48  (feet) ADJUSTED
 NP0257  ______________________________________________________________________
 NP0257  GEOID HEIGHT    -        -17.796 (meters)                     GEOID18
 NP0257  DYNAMIC HEIGHT  -       1035.335 (meters)     3396.76  (feet) COMP
 NP0257  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 NP0257
 NP0257  VERT ORDER      -  FIRST     CLASS II
 NP0257
 NP0257.The horizontal coordinates were determined by differentially corrected
 NP0257.hand held GPS observations or other comparable positioning techniques
 NP0257.and have an estimated accuracy of +/- 3 meters.
 NP0257
 NP0257.The orthometric height was determined by differential leveling and
 NP0257.adjusted by the NATIONAL GEODETIC SURVEY
 NP0257.in June 1991.
 NP0257
 NP0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0257.GEOID18 height accuracy estimate available here.
 NP0257
 NP0257.Click photographs - Photos may exist for this station.
 NP0257
 NP0257.The dynamic height is computed by dividing the NAVD 88
 NP0257.geopotential number by the normal gravity value computed on the
 NP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0257.degrees latitude (g = 980.6199 gals.).
 NP0257
 NP0257.The modeled gravity was interpolated from observed gravity values.
 NP0257
 NP0257;                    North         East    Units  Estimated Accuracy
 NP0257;SPC NE       -   334,232.8     235,501.1     MT  (+/- 3 meters HH1 GPS) 
 NP0257
 NP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4439239998(NAD 83)
 NP0257
 NP0257                          SUPERSEDED SURVEY CONTROL
 NP0257
 NP0257  NGVD 29 (??/??/92) 1035.297  (m)         3396.64   (f) ADJ UNCH    1 2
 NP0257
 NP0257.Superseded values are not recommended for survey control.
 NP0257
 NP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0257.See file dsdata.pdf to determine how the superseded data were derived.
 NP0257
 NP0257_MARKER: DB = BENCH MARK DISK
 NP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0257_STAMPING: N 349 1957
 NP0257_MARK LOGO: CGS
 NP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0257+STABILITY: SURFACE MOTION
 NP0257
 NP0257  HISTORY     - Date     Condition        Report By
 NP0257  HISTORY     - 1957     MONUMENTED       CGS
 NP0257
 NP0257                          STATION DESCRIPTION
 NP0257
 NP0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0257'1.6 MI NE FROM WHITNEY.
 NP0257'ABOUT 1.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0257'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 32, T. 33 N.,
 NP0257'R. 50 W., 9 FEET SOUTHWEST OF THE SEVENTH POLE SOUTHWEST OF
 NP0257'MILEPOST 420, 7 RAILS SOUTHWEST OF THE CENTER OF A ROAD
 NP0257'CROSSING, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 93 FEET
 NP0257'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET
 NP0257'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER
 NP0257'THAN THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0257'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0327 ***********************************************************************
 NP0327  DESIGNATION -  N 35
 NP0327  PID         -  NP0327
 NP0327  STATE/COUNTY-  NE/DAWES
 NP0327  COUNTRY     -  US
 NP0327  USGS QUAD   -  WAYSIDE (2017)
 NP0327
 NP0327                         *CURRENT SURVEY CONTROL
 NP0327  ______________________________________________________________________
 NP0327* NAD 83(1986) POSITION- 42 53 29.     (N) 103 08 57.     (W)   SCALED
 NP0327* NAVD 88 ORTHO HEIGHT -  1009.827 (meters)     3313.07  (feet) ADJUSTED
 NP0327  ______________________________________________________________________
 NP0327  GEOID HEIGHT    -        -17.753 (meters)                     GEOID18
 NP0327  DYNAMIC HEIGHT  -       1009.337 (meters)     3311.47  (feet) COMP
 NP0327  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 NP0327
 NP0327  VERT ORDER      -  SECOND    CLASS 0
 NP0327
 NP0327.The horizontal coordinates were scaled from a map and have
 NP0327.an estimated accuracy of +/- 6 seconds.
 NP0327
 NP0327.The orthometric height was determined by differential leveling and
 NP0327.adjusted by the NATIONAL GEODETIC SURVEY
 NP0327.in June 1991.
 NP0327
 NP0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0327.GEOID18 height accuracy estimate available here.
 NP0327
 NP0327.Click photographs - Photos may exist for this station.
 NP0327
 NP0327.The dynamic height is computed by dividing the NAVD 88
 NP0327.geopotential number by the normal gravity value computed on the
 NP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0327.degrees latitude (g = 980.6199 gals.).
 NP0327
 NP0327.The modeled gravity was interpolated from observed gravity values.
 NP0327
 NP0327;                    North         East    Units  Estimated Accuracy
 NP0327;SPC NE       -   344,240.      242,830.      MT  (+/- 180 meters Scaled)
 NP0327
 NP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH511504(NAD 83)
 NP0327
 NP0327                          SUPERSEDED SURVEY CONTROL
 NP0327
 NP0327  NGVD 29 (??/??/92) 1009.279  (m)         3311.28   (f) ADJ UNCH    2 0
 NP0327
 NP0327.Superseded values are not recommended for survey control.
 NP0327
 NP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0327.See file dsdata.pdf to determine how the superseded data were derived.
 NP0327
 NP0327_MARKER: DB = BENCH MARK DISK
 NP0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0327_STAMPING: N 35 1934
 NP0327_MARK LOGO: CGS
 NP0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0327+STABILITY: SURFACE MOTION
 NP0327
 NP0327  HISTORY     - Date     Condition        Report By
 NP0327  HISTORY     - 1934     MONUMENTED       CGS
 NP0327
 NP0327                          STATION DESCRIPTION
 NP0327
 NP0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0327'8.2 MI SE FROM WAYSIDE.
 NP0327'8.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0327'FROM THE STATION AT WAYSIDE, DAWES COUNTY, 0.2 MILE SOUTHEAST
 NP0327'OF MILEPOST H 4, 779 FEET SOUTHEAST OF THE SOUTH CORNER OF WOODEN
 NP0327'TRESTLE H 7, 93.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 3
 NP0327'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NP0327'STAMPED N 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0327'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0332 ***********************************************************************
 NO0332  DESIGNATION -  N 350
 NO0332  PID         -  NO0332
 NO0332  STATE/COUNTY-  NE/CHERRY
 NO0332  COUNTRY     -  US
 NO0332  USGS QUAD   -  IRWIN (2017)
 NO0332
 NO0332                         *CURRENT SURVEY CONTROL
 NO0332  ______________________________________________________________________
 NO0332* NAD 83(1986) POSITION- 42 52 50.71   (N) 101 56 57.92   (W)   HD_HELD1
 NO0332* NAVD 88 ORTHO HEIGHT -  1045.979 (meters)     3431.68  (feet) ADJUSTED
 NO0332  ______________________________________________________________________
 NO0332  GEOID HEIGHT    -        -18.922 (meters)                     GEOID18
 NO0332  DYNAMIC HEIGHT  -       1045.499 (meters)     3430.11  (feet) COMP
 NO0332  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 NO0332
 NO0332  VERT ORDER      -  FIRST     CLASS II
 NO0332
 NO0332.The horizontal coordinates were determined by differentially corrected
 NO0332.hand held GPS observations or other comparable positioning techniques
 NO0332.and have an estimated accuracy of +/- 3 meters.
 NO0332
 NO0332.The orthometric height was determined by differential leveling and
 NO0332.adjusted by the NATIONAL GEODETIC SURVEY
 NO0332.in June 1991.
 NO0332
 NO0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0332.GEOID18 height accuracy estimate available here.
 NO0332
 NO0332.Click photographs - Photos may exist for this station.
 NO0332
 NO0332.The dynamic height is computed by dividing the NAVD 88
 NO0332.geopotential number by the normal gravity value computed on the
 NO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0332.degrees latitude (g = 980.6199 gals.).
 NO0332
 NO0332.The modeled gravity was interpolated from observed gravity values.
 NO0332
 NO0332;                    North         East    Units  Estimated Accuracy
 NO0332;SPC NE       -   340,169.6     340,757.0     MT  (+/- 3 meters HH1 GPS) 
 NO0332
 NO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN5912551793(NAD 83)
 NO0332
 NO0332                          SUPERSEDED SURVEY CONTROL
 NO0332
 NO0332  NGVD 29 (??/??/92) 1045.523  (m)         3430.19   (f) ADJ UNCH    1 2
 NO0332
 NO0332.Superseded values are not recommended for survey control.
 NO0332
 NO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0332.See file dsdata.pdf to determine how the superseded data were derived.
 NO0332
 NO0332_MARKER: DB = BENCH MARK DISK
 NO0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0332_STAMPING: N 350 1957
 NO0332_MARK LOGO: CGS
 NO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0332+STABILITY: SURFACE MOTION
 NO0332
 NO0332  HISTORY     - Date     Condition        Report By
 NO0332  HISTORY     - 1957     MONUMENTED       CGS
 NO0332
 NO0332                          STATION DESCRIPTION
 NO0332
 NO0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0332'13.6 MI W FROM MERRIMAN.
 NO0332'ABOUT 13.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0332'FROM THE STATION AT MERRIMAN, ALSO ABOUT 13.8 MILES EAST ALONG
 NO0332'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT GORDON,
 NO0332'IN T. 34 N., R. 39 W., AND NEAR THE EAST SIDE OF SECTION 31.,
 NO0332'0.35 MILES NORTHEAST OF THE IRWIN STATION SIGN AT A ROAD CROSSING,
 NO0332'0.3 MILES NORTH EAST OF MILEPOST 346, 166 FEET SOUTHWEST OF THE
 NO0332'CENTER LINE OF A ROAD CROSSING, 160 FEET WEST-SOUTHWEST OF THE
 NO0332'CENTER LINE OF A DIRT ROAD, IN LINE WITH A ROW OF TELEPHONE
 NO0332'POLES, 41 FEET SOUTHWEST OF A TELEPHONE POLE, 40 FEET SOUTHEAST
 NO0332'OF THE SOUTHEAST RAIL, 13 FEET NORTH OF A TELEPHONE POLE, 7 FEET
 NO0332'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 1 1/2 FEET
 NO0332'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 NO0332'THE TOP OF THE RAILS, AND IN THE TOP OF A CONCRETE POST WHICH
 NO0332'PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0025 ***********************************************************************
 NP0025  DESIGNATION -  N 351 RESET
 NP0025  PID         -  NP0025
 NP0025  STATE/COUNTY-  NE/SHERIDAN
 NP0025  COUNTRY     -  US
 NP0025  USGS QUAD   -  CLINTON (2017)
 NP0025
 NP0025                         *CURRENT SURVEY CONTROL
 NP0025  ______________________________________________________________________
 NP0025* NAD 83(1986) POSITION- 42 47 19.     (N) 102 16 40.     (W)   SCALED
 NP0025* NAVD 88 ORTHO HEIGHT -  1116.24  (meters)     3662.2   (feet) RESET
 NP0025  ______________________________________________________________________
 NP0025  GEOID HEIGHT    -        -18.312 (meters)                     GEOID18
 NP0025  VERT ORDER      -  THIRD
 NP0025
 NP0025.The horizontal coordinates were scaled from a map and have
 NP0025.an estimated accuracy of +/- 6 seconds.
 NP0025
 NP0025.The orthometric height was computed from unverified reset data.
 NP0025
 NP0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0025.GEOID18 height accuracy estimate available here.
 NP0025
 NP0025.Click photographs - Photos may exist for this station.
 NP0025
 NP0025;                    North         East    Units  Estimated Accuracy
 NP0025;SPC NE       -   330,590.      313,670.      MT  (+/- 180 meters Scaled)
 NP0025
 NP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH226409(NAD 83)
 NP0025
 NP0025                          SUPERSEDED SURVEY CONTROL
 NP0025
 NP0025.No superseded survey control is available for this station.
 NP0025
 NP0025_MARKER: DB = BENCH MARK DISK
 NP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0025_STAMPING: N 351 RESET 1969
 NP0025_MARK LOGO: CGS
 NP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0025+STABILITY: SURFACE MOTION
 NP0025
 NP0025  HISTORY     - Date     Condition        Report By
 NP0025  HISTORY     - 1969     MONUMENTED       NEDR
 NP0025
 NP0025                          STATION DESCRIPTION
 NP0025
 NP0025'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 NP0025'5 MI SW FROM GORDON.
 NP0025'ABOUT 1 MILE SOUTH AND 4 MILES WEST OF GORDON, ABOUT 4 MILES
 NP0025'WEST OF THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 27 AT
 NP0025'GORDON, IN THE SOUTHEAST CORNER OF SECTION 32, T 33 N, R 42 W,
 NP0025'67 FEET NORTH AND 24 FEET WEST OF THE FIRST POLE EAST OF MILEPOST
 NP0025'364 ON THE CHICAGO AND NORTHWESTERN RAILWAY TRACKS, 42 FEET
 NP0025'NORTHWEST OF NORTHWEST RAIL, 9.5 FEET SOUTH OF THE RIGHT-OF-WAY
 NP0025'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET
 NP0025'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0185 ***********************************************************************
 NP0185  DESIGNATION -  N 352
 NP0185  PID         -  NP0185
 NP0185  STATE/COUNTY-  NE/SHERIDAN
 NP0185  COUNTRY     -  US
 NP0185  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0185
 NP0185                         *CURRENT SURVEY CONTROL
 NP0185  ______________________________________________________________________
 NP0185* NAD 83(1986) POSITION- 42 42 50.     (N) 102 30 23.     (W)   SCALED
 NP0185* NAVD 88 ORTHO HEIGHT -  1134.508 (meters)     3722.13  (feet) ADJUSTED
 NP0185  ______________________________________________________________________
 NP0185  GEOID HEIGHT    -        -18.134 (meters)                     GEOID18
 NP0185  DYNAMIC HEIGHT  -       1133.934 (meters)     3720.25  (feet) COMP
 NP0185  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 NP0185
 NP0185  VERT ORDER      -  FIRST     CLASS II
 NP0185
 NP0185.The horizontal coordinates were scaled from a map and have
 NP0185.an estimated accuracy of +/- 6 seconds.
 NP0185
 NP0185.The orthometric height was determined by differential leveling and
 NP0185.adjusted by the NATIONAL GEODETIC SURVEY
 NP0185.in June 1991.
 NP0185
 NP0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0185.GEOID18 height accuracy estimate available here.
 NP0185
 NP0185.Click photographs - Photos may exist for this station.
 NP0185
 NP0185.The dynamic height is computed by dividing the NAVD 88
 NP0185.geopotential number by the normal gravity value computed on the
 NP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0185.degrees latitude (g = 980.6199 gals.).
 NP0185
 NP0185.The modeled gravity was interpolated from observed gravity values.
 NP0185
 NP0185;                    North         East    Units  Estimated Accuracy
 NP0185;SPC NE       -   322,820.      294,730.      MT  (+/- 180 meters Scaled)
 NP0185
 NP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH041320(NAD 83)
 NP0185
 NP0185                          SUPERSEDED SURVEY CONTROL
 NP0185
 NP0185  NGVD 29 (??/??/92) 1133.981  (m)         3720.40   (f) ADJ UNCH    1 2
 NP0185
 NP0185.Superseded values are not recommended for survey control.
 NP0185
 NP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0185.See file dsdata.pdf to determine how the superseded data were derived.
 NP0185
 NP0185_MARKER: DB = BENCH MARK DISK
 NP0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0185_STAMPING: N 352 1957
 NP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0185+STABILITY: SURFACE MOTION
 NP0185
 NP0185  HISTORY     - Date     Condition        Report By
 NP0185  HISTORY     - 1957     MONUMENTED       CGS
 NP0185
 NP0185                          STATION DESCRIPTION
 NP0185
 NP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0185'2.2 MI SW FROM RUSHVILLE.
 NP0185'ABOUT 2.15 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0185'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 44 W.,
 NP0185'SECTION 33., 0.15 MILE WEST OF A BRIDGE ALONG THE RAILROAD,
 NP0185'58 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 39 FEET
 NP0185'SOUTH OF THE SOUTH RAIL, 21 1/2 FEET EAST OF THE 3RD POLE EAST
 NP0185'OF MILE POST 377, IN LINE WITH A ROW OF POLES, ABOUT LEVEL WITH
 NP0185'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0185'7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0208 ***********************************************************************
 NP0208  DESIGNATION -  N 353
 NP0208  PID         -  NP0208
 NP0208  STATE/COUNTY-  NE/SHERIDAN
 NP0208  COUNTRY     -  US
 NP0208  USGS QUAD   -  HAY SPRINGS (2017)
 NP0208
 NP0208                         *CURRENT SURVEY CONTROL
 NP0208  ______________________________________________________________________
 NP0208* NAD 83(1986) POSITION- 42 40 55.     (N) 102 41 55.     (W)   SCALED
 NP0208* NAVD 88 ORTHO HEIGHT -  1164.846 (meters)     3821.67  (feet) ADJUSTED
 NP0208  ______________________________________________________________________
 NP0208  GEOID HEIGHT    -        -18.017 (meters)                     GEOID18
 NP0208  DYNAMIC HEIGHT  -       1164.251 (meters)     3819.71  (feet) COMP
 NP0208  MODELED GRAVITY -    980,069.6   (mgal)                       NAVD 88
 NP0208
 NP0208  VERT ORDER      -  FIRST     CLASS II
 NP0208
 NP0208.The horizontal coordinates were scaled from a map and have
 NP0208.an estimated accuracy of +/- 6 seconds.
 NP0208
 NP0208.The orthometric height was determined by differential leveling and
 NP0208.adjusted by the NATIONAL GEODETIC SURVEY
 NP0208.in June 1991.
 NP0208
 NP0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0208.GEOID18 height accuracy estimate available here.
 NP0208
 NP0208.Click photographs - Photos may exist for this station.
 NP0208
 NP0208.The dynamic height is computed by dividing the NAVD 88
 NP0208.geopotential number by the normal gravity value computed on the
 NP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0208.degrees latitude (g = 980.6199 gals.).
 NP0208
 NP0208.The modeled gravity was interpolated from observed gravity values.
 NP0208
 NP0208;                    North         East    Units  Estimated Accuracy
 NP0208;SPC NE       -   319,740.      278,890.      MT  (+/- 180 meters Scaled)
 NP0208
 NP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH885280(NAD 83)
 NP0208
 NP0208                          SUPERSEDED SURVEY CONTROL
 NP0208
 NP0208  NGVD 29 (??/??/92) 1164.308  (m)         3819.90   (f) ADJ UNCH    1 2
 NP0208
 NP0208.Superseded values are not recommended for survey control.
 NP0208
 NP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0208.See file dsdata.pdf to determine how the superseded data were derived.
 NP0208
 NP0208_MARKER: DB = BENCH MARK DISK
 NP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0208_STAMPING: N 353 1957
 NP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0208+STABILITY: SURFACE MOTION
 NP0208
 NP0208  HISTORY     - Date     Condition        Report By
 NP0208  HISTORY     - 1957     MONUMENTED       CGS
 NP0208
 NP0208                          STATION DESCRIPTION
 NP0208
 NP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0208'0.3 MI NW FROM HAY SPRINGS.
 NP0208'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0208'RAILWAY FROM THE STATION AT HAY SPRINGS, AT THE HAY SPRINGS
 NP0208'AIRPORT, IN T. 31 N., R. 46 W., SECTION 10., 61 FEET SOUTHWEST
 NP0208'OF A FENCE CORNER, 42 FEET NORTHEAST OF THE CENTER LINE OF THE
 NP0208'SOUTHEAST ENTRANCE TO THE AIRPORT, 9 1/2 FEET NORTHEAST OF THE
 NP0208'CONTROL HOUSE FOR THE CONTROL TOWER, 9 1/2 FEET WEST OF A FENCE
 NP0208'LINE, SET IN THE TOP OF A CONCRETE POST IN THE CENTER OF THE
 NP0208'CONTROL TOWER.  POST PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1370 ***********************************************************************
 NM1370  DESIGNATION -  N 36
 NM1370  PID         -  NM1370
 NM1370  STATE/COUNTY-  NE/KNOX
 NM1370  COUNTRY     -  US
 NM1370  USGS QUAD   -  SPRINGFIELD (2017)
 NM1370
 NM1370                         *CURRENT SURVEY CONTROL
 NM1370  ______________________________________________________________________
 NM1370* NAD 83(1986) POSITION- 42 45 49.     (N) 097 59 28.     (W)   SCALED
 NM1370* NAVD 88 ORTHO HEIGHT -   370.551 (meters)     1215.72  (feet) ADJUSTED
 NM1370  ______________________________________________________________________
 NM1370  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 NM1370  DYNAMIC HEIGHT  -        370.432 (meters)     1215.33  (feet) COMP
 NM1370  MODELED GRAVITY -    980,289.1   (mgal)                       NAVD 88
 NM1370
 NM1370  VERT ORDER      -  SECOND    CLASS 0
 NM1370
 NM1370.The horizontal coordinates were scaled from a map and have
 NM1370.an estimated accuracy of +/- 6 seconds.
 NM1370
 NM1370.The orthometric height was determined by differential leveling and
 NM1370.adjusted by the NATIONAL GEODETIC SURVEY
 NM1370.in June 1991.
 NM1370
 NM1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1370.GEOID18 height accuracy estimate available here.
 NM1370
 NM1370.Click photographs - Photos may exist for this station.
 NM1370
 NM1370.The dynamic height is computed by dividing the NAVD 88
 NM1370.geopotential number by the normal gravity value computed on the
 NM1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1370.degrees latitude (g = 980.6199 gals.).
 NM1370
 NM1370.The modeled gravity was interpolated from observed gravity values.
 NM1370
 NM1370;                    North         East    Units  Estimated Accuracy
 NM1370;SPC NE       -   327,270.      664,400.      MT  (+/- 180 meters Scaled)
 NM1370
 NM1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825350(NAD 83)
 NM1370
 NM1370                          SUPERSEDED SURVEY CONTROL
 NM1370
 NM1370  NGVD 29 (??/??/92)  370.337  (m)         1215.01   (f) ADJ UNCH    2 0
 NM1370
 NM1370.Superseded values are not recommended for survey control.
 NM1370
 NM1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1370.See file dsdata.pdf to determine how the superseded data were derived.
 NM1370
 NM1370_MARKER: DB = BENCH MARK DISK
 NM1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1370_STAMPING: N 36 1934
 NM1370_MARK LOGO: CGS
 NM1370_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1370+STABILITY: SURFACE MOTION
 NM1370
 NM1370  HISTORY     - Date     Condition        Report By
 NM1370  HISTORY     - 1934     MONUMENTED       CGS
 NM1370  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1370
 NM1370                          STATION DESCRIPTION
 NM1370
 NM1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1370'3.7 MI NE FROM NIOBRARA.
 NM1370'3.7 MILES NORTHEAST OF STATION AT NIOBRARA, ABOUT 0.25 MILE
 NM1370'NORTHEAST OF ELECTRIC POWER LINE TOWER, 91 FEET SOUTHEAST OF
 NM1370'SOUTH FERRY ENTRANCE TO MISSOURI RIVER CROSSING, 24 FEET SOUTH
 NM1370'OF CENTERLINE OF SMALL TRAIL RUNNING EAST AND WEST.  STANDARD
 NM1370'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH, STAMPED
 NM1370'N 36 1934.
 NM1370
 NM1370                          STATION RECOVERY (1974)
 NM1370
 NM1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1275 ***********************************************************************
 MK1275  DESIGNATION -  N 363
 MK1275  PID         -  MK1275
 MK1275  STATE/COUNTY-  NE/BUTLER
 MK1275  COUNTRY     -  US
 MK1275  USGS QUAD   -  BRAINARD (2017)
 MK1275
 MK1275                         *CURRENT SURVEY CONTROL
 MK1275  ______________________________________________________________________
 MK1275* NAD 83(1986) POSITION- 41 13 31.     (N) 097 02 58.     (W)   SCALED
 MK1275* NAVD 88 ORTHO HEIGHT -   506.822 (meters)     1662.80  (feet) ADJUSTED
 MK1275  ______________________________________________________________________
 MK1275  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 MK1275  DYNAMIC HEIGHT  -        506.577 (meters)     1661.99  (feet) COMP
 MK1275  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 MK1275
 MK1275  VERT ORDER      -  SECOND    CLASS 0
 MK1275
 MK1275.The horizontal coordinates were scaled from a map and have
 MK1275.an estimated accuracy of +/- 6 seconds.
 MK1275
 MK1275.The orthometric height was determined by differential leveling and
 MK1275.adjusted by the NATIONAL GEODETIC SURVEY
 MK1275.in June 1991.
 MK1275
 MK1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1275.GEOID18 height accuracy estimate available here.
 MK1275
 MK1275.Click photographs - Photos may exist for this station.
 MK1275
 MK1275.The dynamic height is computed by dividing the NAVD 88
 MK1275.geopotential number by the normal gravity value computed on the
 MK1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1275.degrees latitude (g = 980.6199 gals.).
 MK1275
 MK1275.The modeled gravity was interpolated from observed gravity values.
 MK1275
 MK1275;                    North         East    Units  Estimated Accuracy
 MK1275;SPC NE       -   158,760.      747,270.      MT  (+/- 180 meters Scaled)
 MK1275
 MK1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL634655(NAD 83)
 MK1275
 MK1275                          SUPERSEDED SURVEY CONTROL
 MK1275
 MK1275  NGVD 29 (??/??/92)  506.642  (m)         1662.21   (f) ADJ UNCH    2 0
 MK1275
 MK1275.Superseded values are not recommended for survey control.
 MK1275
 MK1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1275.See file dsdata.pdf to determine how the superseded data were derived.
 MK1275
 MK1275_MARKER: DB = BENCH MARK DISK
 MK1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1275_STAMPING: N 363 1961
 MK1275_MARK LOGO: CGS
 MK1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1275+STABILITY: SURFACE MOTION
 MK1275
 MK1275  HISTORY     - Date     Condition        Report By
 MK1275  HISTORY     - 1961     MONUMENTED       CGS
 MK1275  HISTORY     - 20120816 GOOD             INDIV
 MK1275
 MK1275                          STATION DESCRIPTION
 MK1275
 MK1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1275'4.8 MI NW FROM BRAINARD.
 MK1275'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1275'FROM THE STATION AT BRAINARD, THENCE 3.4 MILES NORTHWEST ALONG
 MK1275'THE UNION PACIFIC RAILROAD, 36.6 FEET SOUTH OF THE CENTER OF A
 MK1275'FARM ROAD, 32.4 FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET WEST OF
 MK1275'MILE POST 18, 1.7 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 MK1275'1.6 FEET LOWER THAN THE TRACKS, SET IN TOP OF A SQUARE CONCRETE
 MK1275'POST PROJECTING 7 INCHES ABOVE GROUND.
 MK1275
 MK1275                          STATION RECOVERY (2012)
 MK1275
 MK1275'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 MK1275'FOUND BRASS CAP POPPED OFF, STEM REMAINS INTACT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0071 ***********************************************************************
 LG0071  DESIGNATION -  N 364
 LG0071  PID         -  LG0071
 LG0071  STATE/COUNTY-  NE/CASS
 LG0071  COUNTRY     -  US
 LG0071  USGS QUAD   -  WEEPING WATER (2017)
 LG0071
 LG0071                         *CURRENT SURVEY CONTROL
 LG0071  ______________________________________________________________________
 LG0071* NAD 83(1986) POSITION- 40 48 47.69   (N) 096 10 45.92   (W)   HD_HELD1
 LG0071* NAVD 88 ORTHO HEIGHT -   384.972 (meters)     1263.03  (feet) ADJUSTED
 LG0071  ______________________________________________________________________
 LG0071  GEOID HEIGHT    -        -26.755 (meters)                     GEOID18
 LG0071  DYNAMIC HEIGHT  -        384.806 (meters)     1262.48  (feet) COMP
 LG0071  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 LG0071
 LG0071  VERT ORDER      -  SECOND    CLASS 0
 LG0071
 LG0071.The horizontal coordinates were determined by differentially corrected
 LG0071.hand held GPS observations or other comparable positioning techniques
 LG0071.and have an estimated accuracy of +/- 3 meters.
 LG0071
 LG0071.The orthometric height was determined by differential leveling and
 LG0071.adjusted by the NATIONAL GEODETIC SURVEY
 LG0071.in June 1991.
 LG0071
 LG0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0071.GEOID18 height accuracy estimate available here.
 LG0071
 LG0071.Click photographs - Photos may exist for this station.
 LG0071
 LG0071.The dynamic height is computed by dividing the NAVD 88
 LG0071.geopotential number by the normal gravity value computed on the
 LG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0071.degrees latitude (g = 980.6199 gals.).
 LG0071
 LG0071.The modeled gravity was interpolated from observed gravity values.
 LG0071
 LG0071;                    North         East    Units  Estimated Accuracy
 LG0071;SPC NE       -   115,916.8     822,159.1     MT  (+/- 3 meters HH1 GPS) 
 LG0071
 LG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3789721854(NAD 83)
 LG0071
 LG0071                          SUPERSEDED SURVEY CONTROL
 LG0071
 LG0071  NGVD 29 (??/??/92)  384.877  (m)         1262.72   (f) ADJ UNCH    2 0
 LG0071
 LG0071.Superseded values are not recommended for survey control.
 LG0071
 LG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0071.See file dsdata.pdf to determine how the superseded data were derived.
 LG0071
 LG0071_MARKER: DB = BENCH MARK DISK
 LG0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0071_STAMPING: N 364 1961
 LG0071_MARK LOGO: CGS
 LG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0071+STABILITY: SURFACE MOTION
 LG0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0071+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2013
 LG0071
 LG0071  HISTORY     - Date     Condition        Report By
 LG0071  HISTORY     - 1961     MONUMENTED       CGS
 LG0071  HISTORY     - 20131020 GOOD             NEDR
 LG0071
 LG0071                          STATION DESCRIPTION
 LG0071
 LG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0071'4.1 MI NW FROM AVOCA.
 LG0071'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0071'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 2.9 MILES WEST
 LG0071'ALONG U.S. HIGHWAY 34, ABOUT 270 FEET NORTHWEST OF THE CENTER
 LG0071'OF THE INTERSECTION OF U.S. HIGHWAY 34 AND STATE 50, 83 FEET
 LG0071'NORTH OF U.S. HIGHWAY 34 MEDIAN, 5.1 FEET SOUTH OF FENCE,
 LG0071'2.8 FEET NORTH OF A TELEPHONE POLE, 2 FEET HIGHER THAN THE
 LG0071'HIGHWAY, 1.3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0071'TOP OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LG0071
 LG0071                          STATION RECOVERY (2013)
 LG0071
 LG0071'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 LG0071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0475 ***********************************************************************
 LG0475  DESIGNATION -  N 365
 LG0475  PID         -  LG0475
 LG0475  STATE/COUNTY-  NE/SALINE
 LG0475  COUNTRY     -  US
 LG0475  USGS QUAD   -  PLEASANT HILL (2017)
 LG0475
 LG0475                         *CURRENT SURVEY CONTROL
 LG0475  ______________________________________________________________________
 LG0475* NAD 83(1986) POSITION- 40 33 11.83   (N) 097 07 22.23   (W)   HD_HELD1
 LG0475* NAVD 88 ORTHO HEIGHT -   461.656 (meters)     1514.62  (feet) ADJUSTED
 LG0475  ______________________________________________________________________
 LG0475  GEOID HEIGHT    -        -26.883 (meters)                     GEOID18
 LG0475  DYNAMIC HEIGHT  -        461.401 (meters)     1513.78  (feet) COMP
 LG0475  MODELED GRAVITY -    980,059.0   (mgal)                       NAVD 88
 LG0475
 LG0475  VERT ORDER      -  SECOND    CLASS 0
 LG0475
 LG0475.The horizontal coordinates were determined by differentially corrected
 LG0475.hand held GPS observations or other comparable positioning techniques
 LG0475.and have an estimated accuracy of +/- 3 meters.
 LG0475
 LG0475.The orthometric height was determined by differential leveling and
 LG0475.adjusted by the NATIONAL GEODETIC SURVEY
 LG0475.in June 1991.
 LG0475
 LG0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0475.GEOID18 height accuracy estimate available here.
 LG0475
 LG0475.Click photographs - Photos may exist for this station.
 LG0475
 LG0475.The dynamic height is computed by dividing the NAVD 88
 LG0475.geopotential number by the normal gravity value computed on the
 LG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0475.degrees latitude (g = 980.6199 gals.).
 LG0475
 LG0475.The modeled gravity was interpolated from observed gravity values.
 LG0475
 LG0475;                    North         East    Units  Estimated Accuracy
 LG0475;SPC NE       -    83,990.0     743,602.4     MT  (+/- 3 meters HH1 GPS) 
 LG0475
 LG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5893790862(NAD 83)
 LG0475
 LG0475                          SUPERSEDED SURVEY CONTROL
 LG0475
 LG0475  NGVD 29 (??/??/92)  461.499  (m)         1514.10   (f) ADJ UNCH    2 0
 LG0475
 LG0475.Superseded values are not recommended for survey control.
 LG0475
 LG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0475.See file dsdata.pdf to determine how the superseded data were derived.
 LG0475
 LG0475_MARKER: DB = BENCH MARK DISK
 LG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0475_STAMPING: N 365 1961
 LG0475_MARK LOGO: CGS
 LG0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0475+STABILITY: SURFACE MOTION
 LG0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0475+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2007
 LG0475
 LG0475  HISTORY     - Date     Condition        Report By
 LG0475  HISTORY     - 1961     MONUMENTED       CGS
 LG0475  HISTORY     - 19950417 GOOD             NGS
 LG0475  HISTORY     - 20070322 GOOD             NEDR
 LG0475
 LG0475                          STATION DESCRIPTION
 LG0475
 LG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0475'6.8 MI S FROM DORCHESTER.
 LG0475'0.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0475'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 6.45
 LG0475'MILES SOUTH ALONG STATE HIGHWAY 15, 70 FEET NORTH OF THE CENTER
 LG0475'OF A ROAD CROSSING, 60 FEET NORTH OF THE CENTER OF A GRAVEL
 LG0475'ROAD, 36 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 33 FEET NORTH
 LG0475'OF A TELEPHONE POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST WITH
 LG0475'SIGN, 1 FOOT WEST OF A FENCE, 1 FOOT HIGHER THAN THE HIGHWAY,
 LG0475'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 LG0475
 LG0475                          STATION RECOVERY (1995)
 LG0475
 LG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0475'RECOVERED AS DESCRIBED.
 LG0475
 LG0475                          STATION RECOVERY (2007)
 LG0475
 LG0475'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (KSM)
 LG0475'STATE HIGHWAY 15 HAS BEEN REROUTED AND THE FENCE REMOVED. MARK FOUND
 LG0475'IN GOOD CONDITION IS NOW 60 FEET NORTH OF THE CENTER OF COUNTY ROAD K,
 LG0475'31 FEET EAST OF THE CENTER OF COUNTY ROAD 1400, 30 FEET NORTH OF A
 LG0475'TELEPHONE PEDESTAL BOX, 1.9 FEET SOUTH OF A METAL WITNESS POST WITH
 LG0475'SIGN, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 LG0475'MAGNETIC MATERIAL WAS BURIED ALONG THE WEST SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0026 ***********************************************************************
 NN0026  DESIGNATION -  N 37
 NN0026  PID         -  NN0026
 NN0026  STATE/COUNTY-  NE/KNOX
 NN0026  COUNTRY     -  US
 NN0026  USGS QUAD   -  VERDIGRE NE (2017)
 NN0026
 NN0026                         *CURRENT SURVEY CONTROL
 NN0026  ______________________________________________________________________
 NN0026* NAD 83(1986) POSITION- 42 44 50.     (N) 098 02 26.     (W)   SCALED
 NN0026* NAVD 88 ORTHO HEIGHT -   377.548 (meters)     1238.67  (feet) ADJUSTED
 NN0026  ______________________________________________________________________
 NN0026  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 NN0026  DYNAMIC HEIGHT  -        377.424 (meters)     1238.27  (feet) COMP
 NN0026  MODELED GRAVITY -    980,281.9   (mgal)                       NAVD 88
 NN0026
 NN0026  VERT ORDER      -  SECOND    CLASS 0
 NN0026
 NN0026.The horizontal coordinates were scaled from a map and have
 NN0026.an estimated accuracy of +/- 6 seconds.
 NN0026
 NN0026.The orthometric height was determined by differential leveling and
 NN0026.adjusted by the NATIONAL GEODETIC SURVEY
 NN0026.in June 1991.
 NN0026
 NN0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0026.GEOID18 height accuracy estimate available here.
 NN0026
 NN0026.Click photographs - Photos may exist for this station.
 NN0026
 NN0026.The dynamic height is computed by dividing the NAVD 88
 NN0026.geopotential number by the normal gravity value computed on the
 NN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0026.degrees latitude (g = 980.6199 gals.).
 NN0026
 NN0026.The modeled gravity was interpolated from observed gravity values.
 NN0026
 NN0026;                    North         East    Units  Estimated Accuracy
 NN0026;SPC NE       -   325,360.      660,400.      MT  (+/- 180 meters Scaled)
 NN0026
 NN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN785331(NAD 83)
 NN0026
 NN0026                          SUPERSEDED SURVEY CONTROL
 NN0026
 NN0026  NGVD 29 (??/??/92)  377.339  (m)         1237.99   (f) ADJ UNCH    2 0
 NN0026
 NN0026.Superseded values are not recommended for survey control.
 NN0026
 NN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0026.See file dsdata.pdf to determine how the superseded data were derived.
 NN0026
 NN0026_MARKER: DB = BENCH MARK DISK
 NN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0026_STAMPING: N 37 1934
 NN0026_MARK LOGO: CGS
 NN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0026+STABILITY: SURFACE MOTION
 NN0026
 NN0026  HISTORY     - Date     Condition        Report By
 NN0026  HISTORY     - 1934     MONUMENTED       CGS
 NN0026
 NN0026                          STATION DESCRIPTION
 NN0026
 NN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0026'AT NIOBRARA.
 NN0026'LOCATED AT NIOBRARA, ALONG CHICAGO AND NORTH WESTERN RWY. R/W,
 NN0026'0.6 OF MILE SOUTH OF STATION, 46 FEET NORTHWEST OF CENTERLINE OF
 NN0026'R.R. CROSSING, 44.7 FEET WEST OF WEST RAIL, 2.5 FEET EAST OF FENCE.
 NN0026'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1279 ***********************************************************************
 NM1279  DESIGNATION -  N 38
 NM1279  PID         -  NM1279
 NM1279  STATE/COUNTY-  NE/PIERCE
 NM1279  COUNTRY     -  US
 NM1279  USGS QUAD   -  FOSTER (2017)
 NM1279
 NM1279                         *CURRENT SURVEY CONTROL
 NM1279  ______________________________________________________________________
 NM1279* NAD 83(1986) POSITION- 42 21 05.     (N) 097 41 55.     (W)   SCALED
 NM1279* NAVD 88 ORTHO HEIGHT -   509.536 (meters)     1671.70  (feet) ADJUSTED
 NM1279  ______________________________________________________________________
 NM1279  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 NM1279  DYNAMIC HEIGHT  -        509.347 (meters)     1671.08  (feet) COMP
 NM1279  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 NM1279
 NM1279  VERT ORDER      -  SECOND    CLASS 0
 NM1279
 NM1279.The horizontal coordinates were scaled from a map and have
 NM1279.an estimated accuracy of +/- 6 seconds.
 NM1279
 NM1279.The orthometric height was determined by differential leveling and
 NM1279.adjusted by the NATIONAL GEODETIC SURVEY
 NM1279.in June 1991.
 NM1279
 NM1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1279.GEOID18 height accuracy estimate available here.
 NM1279
 NM1279.Click photographs - Photos may exist for this station.
 NM1279
 NM1279.The dynamic height is computed by dividing the NAVD 88
 NM1279.geopotential number by the normal gravity value computed on the
 NM1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1279.degrees latitude (g = 980.6199 gals.).
 NM1279
 NM1279.The modeled gravity was interpolated from observed gravity values.
 NM1279
 NM1279;                    North         East    Units  Estimated Accuracy
 NM1279;SPC NE       -   282,100.      689,550.      MT  (+/- 180 meters Scaled)
 NM1279
 NM1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM071896(NAD 83)
 NM1279
 NM1279                          SUPERSEDED SURVEY CONTROL
 NM1279
 NM1279  NGVD 29 (??/??/92)  509.349  (m)         1671.09   (f) ADJ UNCH    2 0
 NM1279
 NM1279.Superseded values are not recommended for survey control.
 NM1279
 NM1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1279.See file dsdata.pdf to determine how the superseded data were derived.
 NM1279
 NM1279_MARKER: DB = BENCH MARK DISK
 NM1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1279_STAMPING: N 38 1934
 NM1279_MARK LOGO: CGS
 NM1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1279+STABILITY: SURFACE MOTION
 NM1279
 NM1279  HISTORY     - Date     Condition        Report By
 NM1279  HISTORY     - 1934     MONUMENTED       CGS
 NM1279  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1279  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1279
 NM1279                          STATION DESCRIPTION
 NM1279
 NM1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1279'5 MI E FROM PLAINVIEW.
 NM1279'LOCATED 5 MILES ALONG U.S. HIGHWAY 20.  EAST OF THE CHICAGO
 NM1279'AND NORTH WESTERN DEPOT AT PLAINVIEW, AT BRESLAU, 34 FEET EAST OF
 NM1279'CENTERLINE OF HIGHWAY, 6.25 FEET NORTH OF NORTHWEST CORNER OF
 NM1279'GROCERY STORE, 5.6 FEET NORTH OF CORNER FENCE POST, 1 FOOT
 NM1279'WEST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM1279'4 INCHES HIGH.
 NM1279
 NM1279                          STATION RECOVERY (1961)
 NM1279
 NM1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1279'MARK NOT FOUND.
 NM1279
 NM1279                          STATION RECOVERY (1999)
 NM1279
 NM1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1279'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1018 ***********************************************************************
 NM1018  DESIGNATION -  N 39
 NM1018  PID         -  NM1018
 NM1018  STATE/COUNTY-  NE/KNOX
 NM1018  COUNTRY     -  US
 NM1018  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1018
 NM1018                         *CURRENT SURVEY CONTROL
 NM1018  ______________________________________________________________________
 NM1018* NAD 83(1986) POSITION- 42 49 48.     (N) 097 29 41.     (W)   SCALED
 NM1018* NAVD 88 ORTHO HEIGHT -   429.044 (meters)     1407.62  (feet) ADJUSTED
 NM1018  ______________________________________________________________________
 NM1018  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 NM1018  DYNAMIC HEIGHT  -        428.918 (meters)     1407.21  (feet) COMP
 NM1018  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 NM1018
 NM1018  VERT ORDER      -  FIRST     CLASS II
 NM1018
 NM1018.The horizontal coordinates were scaled from a map and have
 NM1018.an estimated accuracy of +/- 6 seconds.
 NM1018
 NM1018.The orthometric height was determined by differential leveling and
 NM1018.adjusted by the NATIONAL GEODETIC SURVEY
 NM1018.in June 1991.
 NM1018
 NM1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1018.GEOID18 height accuracy estimate available here.
 NM1018
 NM1018.Click photographs - Photos may exist for this station.
 NM1018
 NM1018.The dynamic height is computed by dividing the NAVD 88
 NM1018.geopotential number by the normal gravity value computed on the
 NM1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1018.degrees latitude (g = 980.6199 gals.).
 NM1018
 NM1018.The modeled gravity was interpolated from observed gravity values.
 NM1018
 NM1018;                    North         East    Units  Estimated Accuracy
 NM1018;SPC NE       -   335,700.      704,800.      MT  (+/- 180 meters Scaled)
 NM1018
 NM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN230430(NAD 83)
 NM1018
 NM1018                          SUPERSEDED SURVEY CONTROL
 NM1018
 NM1018  NGVD 29 (??/??/92)  428.838  (m)         1406.95   (f) ADJ UNCH    1 2
 NM1018
 NM1018.Superseded values are not recommended for survey control.
 NM1018
 NM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1018.See file dsdata.pdf to determine how the superseded data were derived.
 NM1018
 NM1018_MARKER: DB = BENCH MARK DISK
 NM1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1018_STAMPING: N 39 1934
 NM1018_MARK LOGO: CGS
 NM1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1018+STABILITY: SURFACE MOTION
 NM1018
 NM1018  HISTORY     - Date     Condition        Report By
 NM1018  HISTORY     - 1934     MONUMENTED       CGS
 NM1018  HISTORY     - 1949     GOOD             CGS
 NM1018  HISTORY     - 1981     POOR             NGS
 NM1018
 NM1018                          STATION DESCRIPTION
 NM1018
 NM1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1018'6.3 MI SW FROM YANKTON.
 NM1018'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1018'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.2
 NM1018'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, ON TOP OF A SMALL KNOLL,
 NM1018'0.4 MILE EAST OF THE CURVE LEADING SOUTH TO CROFTON, NEBRASKA,
 NM1018'26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET
 NM1018'NORTHWEST OF A T FENCE CORNER, 2.6 FEET NORTH OF A FENCE LINE,
 NM1018'1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1018'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1018
 NM1018                          STATION RECOVERY (1981)
 NM1018
 NM1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1018'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION WITH U.S.
 NM1018'HIGHWAY 81, ABOUT 2 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND SOUTH
 NM1018'ALONG A GRAVELED ROAD FOR 0.3 MILE, THENCE RIGHT AND WESTERLY ALONG A
 NM1018'GRAVELED ROAD FOR 0.15 MILES TO THE MARK ON THE LEFT, 8.5 METER SOUTH
 NM1018'OF THE CENTERLINE OF THE ROAD, 1.6 METER WEST-NORTHWEST OF A T-FENCE
 NM1018'CORNER, 0.70 METER NORTH OF A FENCE, 1.2 METER EAST-NORTHEAST OF A
 NM1018'POWERLINE POLE. THIS MARK IS LOOSE IN THE GROUND AND SHOULD BE USED
 NM1018'WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0553 ***********************************************************************
 NP0553  DESIGNATION -  N 416
 NP0553  PID         -  NP0553
 NP0553  STATE/COUNTY-  NE/SIOUX
 NP0553  COUNTRY     -  US
 NP0553  USGS QUAD   -  ORELLA (2017)
 NP0553
 NP0553                         *CURRENT SURVEY CONTROL
 NP0553  ______________________________________________________________________
 NP0553* NAD 83(1986) POSITION- 42 53 37.     (N) 103 34 35.     (W)   SCALED
 NP0553* NAVD 88 ORTHO HEIGHT -  1167.710 (meters)     3831.06  (feet) ADJUSTED
 NP0553  ______________________________________________________________________
 NP0553  GEOID HEIGHT    -        -16.551 (meters)                     GEOID18
 NP0553  DYNAMIC HEIGHT  -       1167.130 (meters)     3829.16  (feet) COMP
 NP0553  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 NP0553
 NP0553  VERT ORDER      -  FIRST     CLASS II
 NP0553
 NP0553.The horizontal coordinates were scaled from a map and have
 NP0553.an estimated accuracy of +/- 6 seconds.
 NP0553
 NP0553.The orthometric height was determined by differential leveling and
 NP0553.adjusted by the NATIONAL GEODETIC SURVEY
 NP0553.in June 1991.
 NP0553
 NP0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0553.GEOID18 height accuracy estimate available here.
 NP0553
 NP0553.Click photographs - Photos may exist for this station.
 NP0553
 NP0553.The dynamic height is computed by dividing the NAVD 88
 NP0553.geopotential number by the normal gravity value computed on the
 NP0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0553.degrees latitude (g = 980.6199 gals.).
 NP0553
 NP0553.The modeled gravity was interpolated from observed gravity values.
 NP0553
 NP0553;                    North         East    Units  Estimated Accuracy
 NP0553;SPC NE       -   345,840.      207,970.      MT  (+/- 180 meters Scaled)
 NP0553
 NP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH162499(NAD 83)
 NP0553
 NP0553                          SUPERSEDED SURVEY CONTROL
 NP0553
 NP0553.No superseded survey control is available for this station.
 NP0553
 NP0553_MARKER: I = METAL ROD
 NP0553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0553_STAMPING: N 416 1985
 NP0553_MARK LOGO: NGS
 NP0553_PROJECTION: FLUSH
 NP0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0553+STABILITY: POSITION/ELEVATION WELL
 NP0553_ROD/PIPE-DEPTH: 8.5 meters
 NP0553_SLEEVE-DEPTH  : 6.1 meters
 NP0553
 NP0553  HISTORY     - Date     Condition        Report By
 NP0553  HISTORY     - 1985     MONUMENTED       NGS
 NP0553
 NP0553                          STATION DESCRIPTION
 NP0553
 NP0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0553'32.6 KM (20.25 MI) NORTH FROM CRAWFORD.
 NP0553'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0553'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0553'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0553'ROAD, THENCE 3.7 (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM
 NP0553'(0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0553'RAILROAD, THENCE 20.84 KM (12.95 MI) NORTH-NORTHWEST ALONG THE
 NP0553'NORTHEAST SIDE OF THE TRACKS, AT AN OLD ENTRANCE ROAD AND GATE TO AN
 NP0553'OLD RANCH AT ORELLA, 14.0 METERS (46 FT) WEST OF THE WEST RAIL, 37.5
 NP0553'METERS (123 FT) NORTH-NORTHEAST OF THE CENTER OF THE GATE, 16.0
 NP0553'METERS (52.5 FT) EAST OF A FENCE, 2.1 METERS (7 FT) SOUTH OF A TRIPLE
 NP0553'GUYED POWER POLE AND 3.0 METERS (10 FT) NORTH OF A GUY ANCHOR.
 NP0553'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 NP0553'THE MARK IS 4.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0347 ***********************************************************************
 MN0347  DESIGNATION -  N 417
 MN0347  PID         -  MN0347
 MN0347  STATE/COUNTY-  NE/MORRILL
 MN0347  COUNTRY     -  US
 MN0347  USGS QUAD   -  ANGORA (2017)
 MN0347
 MN0347                         *CURRENT SURVEY CONTROL
 MN0347  ______________________________________________________________________
 MN0347* NAD 83(1986) POSITION- 41 45 50.     (N) 103 08 16.     (W)   SCALED
 MN0347* NAVD 88 ORTHO HEIGHT -  1169.397 (meters)     3836.60  (feet) ADJUSTED
 MN0347  ______________________________________________________________________
 MN0347  GEOID HEIGHT    -        -19.386 (meters)                     GEOID18
 MN0347  DYNAMIC HEIGHT  -       1168.647 (meters)     3834.14  (feet) COMP
 MN0347  MODELED GRAVITY -    979,941.7   (mgal)                       NAVD 88
 MN0347
 MN0347  VERT ORDER      -  FIRST     CLASS II
 MN0347
 MN0347.The horizontal coordinates were scaled from a map and have
 MN0347.an estimated accuracy of +/- 6 seconds.
 MN0347
 MN0347.The orthometric height was determined by differential leveling and
 MN0347.adjusted by the NATIONAL GEODETIC SURVEY
 MN0347.in June 1991.
 MN0347
 MN0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0347.GEOID18 height accuracy estimate available here.
 MN0347
 MN0347.Click photographs - Photos may exist for this station.
 MN0347
 MN0347.The dynamic height is computed by dividing the NAVD 88
 MN0347.geopotential number by the normal gravity value computed on the
 MN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0347.degrees latitude (g = 980.6199 gals.).
 MN0347
 MN0347.The modeled gravity was interpolated from observed gravity values.
 MN0347
 MN0347;                    North         East    Units  Estimated Accuracy
 MN0347;SPC NE       -   219,070.      239,220.      MT  (+/- 180 meters Scaled)
 MN0347
 MN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG547252(NAD 83)
 MN0347
 MN0347                          SUPERSEDED SURVEY CONTROL
 MN0347
 MN0347.No superseded survey control is available for this station.
 MN0347
 MN0347_MARKER: I = METAL ROD
 MN0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0347_STAMPING: N 417 1985
 MN0347_MARK LOGO: NGS
 MN0347_PROJECTION: FLUSH
 MN0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0347_ROD/PIPE-DEPTH: 6.1 meters
 MN0347
 MN0347  HISTORY     - Date     Condition        Report By
 MN0347  HISTORY     - 1985     MONUMENTED       NGS
 MN0347
 MN0347                          STATION DESCRIPTION
 MN0347
 MN0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0347'11.1 KM (6.9 MI) SOUTH FROM ANGORA.
 MN0347'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0347'ANGORA, THENCE 11.1 KM (6.9 MI) SOUTH ALONG US HIGHWAY 385, AT A
 MN0347'PRIVATE ROAD LEADING EAST, 0.32 KM (0.2 MI) NORTHWEST OF A HIGHWAY
 MN0347'CULVERT OVER INDIAN CREEK, 32.3 METERS (106 FT) EAST OF THE HIGHWAY
 MN0347'CENTERLINE, 4.9 METERS (16 FT) SOUTH OF THE CENTER OF THE ROAD, 3.1
 MN0347'METERS (10 FT) EAST OF THE SECOND POWER POLE EAST OF THE HIGHWAY, 9.9
 MN0347'METERS (32.5 FT) WEST OF THE SOUTHWEST EDGE OF A STEEL CATTLE GUARD
 MN0347'AND 0.4 METER (1.4 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 MN0347'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0347'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0378 ***********************************************************************
 MN0378  DESIGNATION -  N 418
 MN0378  PID         -  MN0378
 MN0378  STATE/COUNTY-  NE/CHEYENNE
 MN0378  COUNTRY     -  US
 MN0378  USGS QUAD   -  SIDNEY (2017)
 MN0378
 MN0378                         *CURRENT SURVEY CONTROL
 MN0378  ______________________________________________________________________
 MN0378* NAD 83(1986) POSITION- 41 09 38.     (N) 102 56 59.     (W)   SCALED
 MN0378* NAVD 88 ORTHO HEIGHT -  1279.772 (meters)     4198.72  (feet) ADJUSTED
 MN0378  ______________________________________________________________________
 MN0378  GEOID HEIGHT    -        -19.814 (meters)                     GEOID18
 MN0378  DYNAMIC HEIGHT  -       1278.875 (meters)     4195.78  (feet) COMP
 MN0378  MODELED GRAVITY -    979,878.5   (mgal)                       NAVD 88
 MN0378
 MN0378  VERT ORDER      -  FIRST     CLASS II
 MN0378
 MN0378.The horizontal coordinates were scaled from a map and have
 MN0378.an estimated accuracy of +/- 6 seconds.
 MN0378
 MN0378.The orthometric height was determined by differential leveling and
 MN0378.adjusted by the NATIONAL GEODETIC SURVEY
 MN0378.in June 1991.
 MN0378
 MN0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0378.GEOID18 height accuracy estimate available here.
 MN0378
 MN0378.Click photographs - Photos may exist for this station.
 MN0378
 MN0378.The dynamic height is computed by dividing the NAVD 88
 MN0378.geopotential number by the normal gravity value computed on the
 MN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0378.degrees latitude (g = 980.6199 gals.).
 MN0378
 MN0378.The modeled gravity was interpolated from observed gravity values.
 MN0378
 MN0378;                    North         East    Units  Estimated Accuracy
 MN0378;SPC NE       -   151,580.      252,560.      MT  (+/- 180 meters Scaled)
 MN0378
 MN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF720586(NAD 83)
 MN0378
 MN0378                          SUPERSEDED SURVEY CONTROL
 MN0378
 MN0378.No superseded survey control is available for this station.
 MN0378
 MN0378_MARKER: I = METAL ROD
 MN0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0378_STAMPING: N 418 1985
 MN0378_MARK LOGO: NGS
 MN0378_PROJECTION: FLUSH
 MN0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0378+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2007
 MN0378_ROD/PIPE-DEPTH: 3.5 meters
 MN0378
 MN0378  HISTORY     - Date     Condition        Report By
 MN0378  HISTORY     - 1985     MONUMENTED       NGS
 MN0378  HISTORY     - 20071204 GOOD             NEDR
 MN0378
 MN0378                          STATION DESCRIPTION
 MN0378
 MN0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0378'4.4 KM (2.75 MI) NORTH FROM SIDNEY.
 MN0378'2.6 KM (1.6 MI) EAST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0378'SIDNEY, THENCE 1.9 KM (1.15 MI) NORTH ALONG US HIGHWAY 385, AT A
 MN0378'PASTURE ENTRANCE, 32.9 METERS (108 FT) EAST OF THE HIGHWAY CENTERLINE,
 MN0378'10.4 METERS (34 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER, 0.3 METER
 MN0378'(1 FT) WEST OF A FENCE, 11.3 METERS (37 FT) SOUTH OF A FENCE CORNER,
 MN0378'14.3 METERS (47 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING TO THE
 MN0378'PASTURE AND 21.0 METERS (69 FT) SOUTHEAST OF THE SOUTH END OF A
 MN0378'18-INCH PIPE CULVERT UNDER THE DIRT ROAD.  NOTE--ACCESS TO DATUM POINT
 MN0378'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0378'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0378'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 MN0378
 MN0378                          STATION RECOVERY (2007)
 MN0378
 MN0378'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0316 ***********************************************************************
 MM0316  DESIGNATION -  N 422
 MM0316  PID         -  MM0316
 MM0316  STATE/COUNTY-  NE/LINCOLN
 MM0316  COUNTRY     -  US
 MM0316  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0316
 MM0316                         *CURRENT SURVEY CONTROL
 MM0316  ______________________________________________________________________
 MM0316* NAD 83(1986) POSITION- 41 09 23.     (N) 101 08 11.     (W)   SCALED
 MM0316* NAVD 88 ORTHO HEIGHT -   902.040 (meters)     2959.44  (feet) ADJUSTED
 MM0316  ______________________________________________________________________
 MM0316  GEOID HEIGHT    -        -21.831 (meters)                     GEOID18
 MM0316  DYNAMIC HEIGHT  -        901.494 (meters)     2957.65  (feet) COMP
 MM0316  MODELED GRAVITY -    979,988.0   (mgal)                       NAVD 88
 MM0316
 MM0316  VERT ORDER      -  FIRST     CLASS II
 MM0316
 MM0316.The horizontal coordinates were scaled from a map and have
 MM0316.an estimated accuracy of +/- 6 seconds.
 MM0316
 MM0316.The orthometric height was determined by differential leveling and
 MM0316.adjusted by the NATIONAL GEODETIC SURVEY
 MM0316.in June 1991.
 MM0316
 MM0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0316.GEOID18 height accuracy estimate available here.
 MM0316
 MM0316.Click photographs - Photos may exist for this station.
 MM0316
 MM0316.The dynamic height is computed by dividing the NAVD 88
 MM0316.geopotential number by the normal gravity value computed on the
 MM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0316.degrees latitude (g = 980.6199 gals.).
 MM0316
 MM0316.The modeled gravity was interpolated from observed gravity values.
 MM0316
 MM0316;                    North         East    Units  Estimated Accuracy
 MM0316;SPC NE       -   147,520.      404,650.      MT  (+/- 180 meters Scaled)
 MM0316
 MM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL207583(NAD 83)
 MM0316
 MM0316                          SUPERSEDED SURVEY CONTROL
 MM0316
 MM0316  NGVD 29 (02/14/92)  901.644  (m)         2958.14   (f) ADJUSTED    1 2
 MM0316
 MM0316.Superseded values are not recommended for survey control.
 MM0316
 MM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0316.See file dsdata.pdf to determine how the superseded data were derived.
 MM0316
 MM0316_MARKER: I = METAL ROD
 MM0316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0316_STAMPING: N 422 1986
 MM0316_MARK LOGO: NGS
 MM0316_PROJECTION: FLUSH
 MM0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0316+STABILITY: POSITION/ELEVATION WELL
 MM0316_ROD/PIPE-DEPTH: 15.5 meters
 MM0316_SLEEVE-DEPTH  : 6.1 meters
 MM0316
 MM0316  HISTORY     - Date     Condition        Report By
 MM0316  HISTORY     - 1986     MONUMENTED       NGS
 MM0316
 MM0316                          STATION DESCRIPTION
 MM0316
 MM0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0316'IN SUTHERLAND.
 MM0316'IN SUTHERLAND, NEAR THE WEST EDGE OF THE CITY LIMITS AND NEAR THE
 MM0316'SOUTHWEST CORNER OF A HIGH SCHOOL TRACK AND FIELD AREA, 0.6 KM (0.4
 MM0316'MI) WEST OF STATE ROUTE 25 LEADING SOUTH, 26.8 METERS (88 FT) NORTH OF
 MM0316'THE HIGHWAY CENTERLINE, 8.5 METERS (27.9 FT) SOUTH-SOUTHWEST OF A
 MM0316'FENCE AROUND THE TRACK AND FIELD AREA, 2.7 METERS (9 FT) SOUTHWEST OF
 MM0316'THE SOUTHEAST CORNER OF A CONCRETE SLAB FOR A WATER METER AND A WATER
 MM0316'SPIGOT, 2.4 METERS (8 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MM0316'CONCRETE SLAB, 7.3 METERS (24 FT) WEST-SOUTHWEST OF A POWER POLE WITH
 MM0316'LITES ATTACHED AND 3.5 METERS (11.5 FT) EAST OF A 2-INCH PINE TREE.
 MM0316'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0316'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0316'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0962 ***********************************************************************
 LH0962  DESIGNATION -  N 423
 LH0962  PID         -  LH0962
 LH0962  STATE/COUNTY-  NE/FURNAS
 LH0962  COUNTRY     -  US
 LH0962  USGS QUAD   -  ARAPAHOE (2017)
 LH0962
 LH0962                         *CURRENT SURVEY CONTROL
 LH0962  ______________________________________________________________________
 LH0962* NAD 83(1986) POSITION- 40 16 39.     (N) 099 53 52.     (W)   SCALED
 LH0962* NAVD 88 ORTHO HEIGHT -   656.985 (meters)     2155.46  (feet) ADJUSTED
 LH0962  ______________________________________________________________________
 LH0962  GEOID HEIGHT    -        -24.693 (meters)                     GEOID18
 LH0962  DYNAMIC HEIGHT  -        656.566 (meters)     2154.08  (feet) COMP
 LH0962  MODELED GRAVITY -    979,966.7   (mgal)                       NAVD 88
 LH0962
 LH0962  VERT ORDER      -  FIRST     CLASS II
 LH0962
 LH0962.The horizontal coordinates were scaled from a map and have
 LH0962.an estimated accuracy of +/- 6 seconds.
 LH0962
 LH0962.The orthometric height was determined by differential leveling and
 LH0962.adjusted by the NATIONAL GEODETIC SURVEY
 LH0962.in June 1991.
 LH0962
 LH0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0962.GEOID18 height accuracy estimate available here.
 LH0962
 LH0962.Click photographs - Photos may exist for this station.
 LH0962
 LH0962.The dynamic height is computed by dividing the NAVD 88
 LH0962.geopotential number by the normal gravity value computed on the
 LH0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0962.degrees latitude (g = 980.6199 gals.).
 LH0962
 LH0962.The modeled gravity was interpolated from observed gravity values.
 LH0962
 LH0962;                    North         East    Units  Estimated Accuracy
 LH0962;SPC NE       -    49,320.      508,690.      MT  (+/- 180 meters Scaled)
 LH0962
 LH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236589(NAD 83)
 LH0962
 LH0962                          SUPERSEDED SURVEY CONTROL
 LH0962
 LH0962  NGVD 29 (02/14/92)  656.688  (m)         2154.48   (f) ADJUSTED    1 2
 LH0962
 LH0962.Superseded values are not recommended for survey control.
 LH0962
 LH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0962.See file dsdata.pdf to determine how the superseded data were derived.
 LH0962
 LH0962_MARKER: I = METAL ROD
 LH0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0962_STAMPING: N 423 1986
 LH0962_MARK LOGO: NGS
 LH0962_PROJECTION: FLUSH
 LH0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0962_ROD/PIPE-DEPTH: 9.7 meters
 LH0962
 LH0962  HISTORY     - Date     Condition        Report By
 LH0962  HISTORY     - 1986     MONUMENTED       NGS
 LH0962
 LH0962                          STATION DESCRIPTION
 LH0962
 LH0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0962'3.1 KM (1.9 MI) SOUTH FROM ARAPAHOE.
 LH0962'3.14 KM (1.96 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0962'HIGHWAYS 6 AND 34 AT ARAPAHOE, ACROSS THE HIGHWAY FROM THE T JUNCTION
 LH0962'OF A DIRT ROAD, 0.12 KM (0.07 MI) NORTH OF MILEPOST 19, 18.4 METERS
 LH0962'(60.5 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) SOUTH OF
 LH0962'A METER POLE WITH 3-TRANSFORMERS, 4.5 METERS (15 FT) WEST OF THE NORTH
 LH0962'END OF A 24-INCH PIPE CULVERT, 0.3 METER (1 FT) SOUTH OF A RIGHT OF
 LH0962'WAY POST AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0962'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0962'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0962'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0310 ***********************************************************************
 MM0310  DESIGNATION -  N 424
 MM0310  PID         -  MM0310
 MM0310  STATE/COUNTY-  NE/LINCOLN
 MM0310  COUNTRY     -  US
 MM0310  USGS QUAD   -  HERSHEY EAST (2017)
 MM0310
 MM0310                         *CURRENT SURVEY CONTROL
 MM0310  ______________________________________________________________________
 MM0310* NAD 83(1986) POSITION- 41 09 44.     (N) 100 55 14.     (W)   SCALED
 MM0310* NAVD 88 ORTHO HEIGHT -   873.906 (meters)     2867.14  (feet) ADJUSTED
 MM0310  ______________________________________________________________________
 MM0310  GEOID HEIGHT    -        -22.031 (meters)                     GEOID18
 MM0310  DYNAMIC HEIGHT  -        873.383 (meters)     2865.42  (feet) COMP
 MM0310  MODELED GRAVITY -    979,996.6   (mgal)                       NAVD 88
 MM0310
 MM0310  VERT ORDER      -  FIRST     CLASS II
 MM0310
 MM0310.The horizontal coordinates were scaled from a map and have
 MM0310.an estimated accuracy of +/- 6 seconds.
 MM0310
 MM0310.The orthometric height was determined by differential leveling and
 MM0310.adjusted by the NATIONAL GEODETIC SURVEY
 MM0310.in June 1991.
 MM0310
 MM0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0310.GEOID18 height accuracy estimate available here.
 MM0310
 MM0310.Click photographs - Photos may exist for this station.
 MM0310
 MM0310.The dynamic height is computed by dividing the NAVD 88
 MM0310.geopotential number by the normal gravity value computed on the
 MM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0310.degrees latitude (g = 980.6199 gals.).
 MM0310
 MM0310.The modeled gravity was interpolated from observed gravity values.
 MM0310
 MM0310;                    North         East    Units  Estimated Accuracy
 MM0310;SPC NE       -   147,950.      422,770.      MT  (+/- 180 meters Scaled)
 MM0310
 MM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL388585(NAD 83)
 MM0310
 MM0310                          SUPERSEDED SURVEY CONTROL
 MM0310
 MM0310  NGVD 29 (02/14/92)  873.527  (m)         2865.90   (f) ADJUSTED    1 2
 MM0310
 MM0310.Superseded values are not recommended for survey control.
 MM0310
 MM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0310.See file dsdata.pdf to determine how the superseded data were derived.
 MM0310
 MM0310_MARKER: I = METAL ROD
 MM0310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0310_STAMPING: N 424 1986
 MM0310_MARK LOGO: NGS
 MM0310_PROJECTION: FLUSH
 MM0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0310_ROD/PIPE-DEPTH: 30.4 meters
 MM0310
 MM0310  HISTORY     - Date     Condition        Report By
 MM0310  HISTORY     - 1986     MONUMENTED       NGS
 MM0310
 MM0310                          STATION DESCRIPTION
 MM0310
 MM0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0310'6.5 KM (4.05 MI) EAST FROM HERSHEY.
 MM0310'6.52 KM (4.08 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0310'ROUTE 56 C AT HERSHEY, 12.8 METERS (42 FT) SOUTH OF THE SOUTHWEST
 MM0310'CORNER OF BRIDGE 16853 OVER A FLUME, 0.75 KM (0.47 MI) WEST OF
 MM0310'MILEPOST 169, 19.0 METERS (62.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0310'7.1 METERS (23.5 FT) WEST OF A FENCE CORNER, 3.6 METERS (12 FT) EAST
 MM0310'OF THE EAST END OF A GATE, 2.2 METERS (7.5 FT) WEST OF A CONCRETE
 MM0310'RIGHT OF WAY MARKER AND 0.3 METER (1 FT) NORTH OF A FENCE.
 MM0310'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0310'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0310'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5251 ***********************************************************************
 DG5251  DESIGNATION -  N 424 RESET
 DG5251  PID         -  DG5251
 DG5251  STATE/COUNTY-  NE/LINCOLN
 DG5251  COUNTRY     -  US
 DG5251  USGS QUAD   -  HERSHEY EAST (2017)
 DG5251
 DG5251                         *CURRENT SURVEY CONTROL
 DG5251  ______________________________________________________________________
 DG5251* NAD 83(1986) POSITION- 41 09 44.     (N) 100 55 14.     (W)   SCALED
 DG5251* NAVD 88 ORTHO HEIGHT -   874.23  (meters)     2868.2   (feet) RESET
 DG5251  ______________________________________________________________________
 DG5251  GEOID HEIGHT    -        -22.031 (meters)                     GEOID18
 DG5251  VERT ORDER      -  THIRD
 DG5251
 DG5251.The horizontal coordinates were scaled from a map and have
 DG5251.an estimated accuracy of +/- 6 seconds.
 DG5251
 DG5251.The orthometric height was computed from unverified reset data.
 DG5251
 DG5251.No vertical observational check was made to the station.
 DG5251
 DG5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5251.GEOID18 height accuracy estimate available here.
 DG5251
 DG5251.Click photographs - Photos may exist for this station.
 DG5251
 DG5251;                    North         East    Units  Estimated Accuracy
 DG5251;SPC NE       -   147,950.      422,770.      MT  (+/- 180 meters Scaled)
 DG5251
 DG5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL388585(NAD 83)
 DG5251
 DG5251                          SUPERSEDED SURVEY CONTROL
 DG5251
 DG5251.No superseded survey control is available for this station.
 DG5251
 DG5251_MARKER: DV = VERTICAL CONTROL DISK
 DG5251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5251_STAMPING: N 424 RESET 2003
 DG5251_MARK LOGO: NGS
 DG5251_PROJECTION: RECESSED 6 CENTIMETERS
 DG5251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5251+STABILITY: SURFACE MOTION
 DG5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5251+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 DG5251
 DG5251  HISTORY     - Date     Condition        Report By
 DG5251  HISTORY     - 2003     MONUMENTED       NEDR
 DG5251  HISTORY     - 20160531 GOOD             INDIV
 DG5251
 DG5251                          STATION DESCRIPTION
 DG5251
 DG5251'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (LB)
 DG5251'FROM HIGHWAY 30 AND STATE ROUTE 56C AT HERSHEY, GO EAST ON HIGHWAY 30
 DG5251'FOR 4.25 MILE TO BRIDGE NO 168.53 AND BM IS ON EAST SIDE OF CANAL AND
 DG5251'SOUTH OF HIGHWAY 30 78.5 FEET.
 DG5251
 DG5251                          STATION RECOVERY (2016)
 DG5251
 DG5251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 DG5251'MARK IS SOUTH 1.5 FEET OF A CARSONITE WITNESS, UNDDER POWER LINES WITH
 DG5251'A POWER POLE 25 FEET EAST. NOT GPSABLE TODAY. DEPTH IS 0.2 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0984 ***********************************************************************
 LH0984  DESIGNATION -  N 425
 LH0984  PID         -  LH0984
 LH0984  STATE/COUNTY-  NE/GOSPER
 LH0984  COUNTRY     -  US
 LH0984  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0984
 LH0984                         *CURRENT SURVEY CONTROL
 LH0984  ______________________________________________________________________
 LH0984* NAD 83(1986) POSITION- 40 40 09.     (N) 099 49 58.     (W)   SCALED
 LH0984* NAVD 88 ORTHO HEIGHT -   790.588 (meters)     2593.79  (feet) ADJUSTED
 LH0984  ______________________________________________________________________
 LH0984  GEOID HEIGHT    -        -24.019 (meters)                     GEOID18
 LH0984  DYNAMIC HEIGHT  -        790.102 (meters)     2592.19  (feet) COMP
 LH0984  MODELED GRAVITY -    979,983.3   (mgal)                       NAVD 88
 LH0984
 LH0984  VERT ORDER      -  FIRST     CLASS II
 LH0984
 LH0984.The horizontal coordinates were scaled from a map and have
 LH0984.an estimated accuracy of +/- 6 seconds.
 LH0984
 LH0984.The orthometric height was determined by differential leveling and
 LH0984.adjusted by the NATIONAL GEODETIC SURVEY
 LH0984.in June 1991.
 LH0984
 LH0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0984.GEOID18 height accuracy estimate available here.
 LH0984
 LH0984.Click photographs - Photos may exist for this station.
 LH0984
 LH0984.The dynamic height is computed by dividing the NAVD 88
 LH0984.geopotential number by the normal gravity value computed on the
 LH0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0984.degrees latitude (g = 980.6199 gals.).
 LH0984
 LH0984.The modeled gravity was interpolated from observed gravity values.
 LH0984
 LH0984;                    North         East    Units  Estimated Accuracy
 LH0984;SPC NE       -    92,820.      514,140.      MT  (+/- 180 meters Scaled)
 LH0984
 LH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML296023(NAD 83)
 LH0984
 LH0984                          SUPERSEDED SURVEY CONTROL
 LH0984
 LH0984  NGVD 29 (02/14/92)  790.295  (m)         2592.83   (f) ADJUSTED    1 2
 LH0984
 LH0984.Superseded values are not recommended for survey control.
 LH0984
 LH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0984.See file dsdata.pdf to determine how the superseded data were derived.
 LH0984
 LH0984_MARKER: I = METAL ROD
 LH0984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0984_STAMPING: N 425 1986
 LH0984_MARK LOGO: NGS
 LH0984_PROJECTION: FLUSH
 LH0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0984_ROD/PIPE-DEPTH: 20.7 meters
 LH0984
 LH0984  HISTORY     - Date     Condition        Report By
 LH0984  HISTORY     - 1986     MONUMENTED       NGS
 LH0984
 LH0984                          STATION DESCRIPTION
 LH0984
 LH0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0984'10.0 KM (6.2 MI) NORTH FROM ELWOOD.
 LH0984'10.06 KM (6.28 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0984'COURTHOUSE AT ELWOOD, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 LH0984'DIRT ROAD, 0.17 KM (0.1 MI) NORTH OF MILEPOST 47, 20.7 METERS (68 FT)
 LH0984'WEST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) SOUTH OF THE
 LH0984'CENTER OF THE ROAD, 14.0 METER (46 FT) NORTHWEST OF THE NORTH END OF
 LH0984'THE WEST HEADWALL FOR A 36-INCH METAL PIPE CULVERT AND 3.5 METERS
 LH0984'(11.5 FT) SOUTH OF A POWER POLE WITH 4-GUY WIRES.  NOTE--ACCESS TO
 LH0984'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0984'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0984'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0355 ***********************************************************************
 LJ0355  DESIGNATION -  N 426
 LJ0355  PID         -  LJ0355
 LJ0355  STATE/COUNTY-  NE/DAWSON
 LJ0355  COUNTRY     -  US
 LJ0355  USGS QUAD   -  GOTHENBURG (2017)
 LJ0355
 LJ0355                         *CURRENT SURVEY CONTROL
 LJ0355  ______________________________________________________________________
 LJ0355* NAD 83(1986) POSITION- 40 56 11.     (N) 100 11 08.     (W)   SCALED
 LJ0355* NAVD 88 ORTHO HEIGHT -   784.300 (meters)     2573.16  (feet) ADJUSTED
 LJ0355  ______________________________________________________________________
 LJ0355  GEOID HEIGHT    -        -23.065 (meters)                     GEOID18
 LJ0355  DYNAMIC HEIGHT  -        783.841 (meters)     2571.65  (feet) COMP
 LJ0355  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 LJ0355
 LJ0355  VERT ORDER      -  FIRST     CLASS II
 LJ0355
 LJ0355.The horizontal coordinates were scaled from a map and have
 LJ0355.an estimated accuracy of +/- 6 seconds.
 LJ0355
 LJ0355.The orthometric height was determined by differential leveling and
 LJ0355.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0355.in June 1991.
 LJ0355
 LJ0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0355.GEOID18 height accuracy estimate available here.
 LJ0355
 LJ0355.Click photographs - Photos may exist for this station.
 LJ0355
 LJ0355.The dynamic height is computed by dividing the NAVD 88
 LJ0355.geopotential number by the normal gravity value computed on the
 LJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0355.degrees latitude (g = 980.6199 gals.).
 LJ0355
 LJ0355.The modeled gravity was interpolated from observed gravity values.
 LJ0355
 LJ0355;                    North         East    Units  Estimated Accuracy
 LJ0355;SPC NE       -   122,490.      484,380.      MT  (+/- 180 meters Scaled)
 LJ0355
 LJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML001323(NAD 83)
 LJ0355
 LJ0355                          SUPERSEDED SURVEY CONTROL
 LJ0355
 LJ0355  NGVD 29 (02/14/92)  783.995  (m)         2572.16   (f) ADJUSTED    1 2
 LJ0355
 LJ0355.Superseded values are not recommended for survey control.
 LJ0355
 LJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0355.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0355
 LJ0355_MARKER: I = METAL ROD
 LJ0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0355_STAMPING: N 426 1986
 LJ0355_MARK LOGO: NGS
 LJ0355_PROJECTION: FLUSH
 LJ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0355+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 LJ0355_ROD/PIPE-DEPTH: 12.2 meters
 LJ0355
 LJ0355  HISTORY     - Date     Condition        Report By
 LJ0355  HISTORY     - 1986     MONUMENTED       NGS
 LJ0355  HISTORY     - 20110823 GOOD             NEGS
 LJ0355
 LJ0355                          STATION DESCRIPTION
 LJ0355
 LJ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0355'2.1 KM (1.3 MI) NW FROM GOTHENBURG.
 LJ0355'2.1 KM (1.3 MI) NORTHWEST ALONG US HGIHWAY 30 FROM THE JUNCTION OF
 LJ0355'STATE HIGHWAY 47 AT GOTHENBURG, NEAR MILEPOST 212 AND A GRAVEL ROAD
 LJ0355'LEADING SOUTHWEST, 23.5 METERS (77.1 FT) SOUTHWEST OF THE HIGHWAY
 LJ0355'CENTERLINE, 25.3 METERS (83.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LJ0355'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 16.8 METERS
 LJ0355'(55 FT) WEST OF THE MILEPOST, 10.8 METERS (36 FT) SOUTHEAST OF THE
 LJ0355'CENTER OF THE ROAD AND 1.0 METER (3.3 FT) SOUTH-SOUTHEAST OF A POWER
 LJ0355'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0355'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LJ0355'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LJ0355
 LJ0355                          STATION RECOVERY (2011)
 LJ0355
 LJ0355'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 LJ0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2130 ***********************************************************************
 MK2130  DESIGNATION -  N 428
 MK2130  PID         -  MK2130
 MK2130  STATE/COUNTY-  NE/DOUGLAS
 MK2130  COUNTRY     -  US
 MK2130  USGS QUAD   -  RALSTON (2017)
 MK2130
 MK2130                         *CURRENT SURVEY CONTROL
 MK2130  ______________________________________________________________________
 MK2130* NAD 83(1986) POSITION- 41 13 18.     (N) 096 04 53.     (W)   SCALED
 MK2130* NAVD 88 ORTHO HEIGHT -   351.690 (meters)     1153.84  (feet) ADJUSTED
 MK2130  ______________________________________________________________________
 MK2130  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 MK2130  DYNAMIC HEIGHT  -        351.543 (meters)     1153.35  (feet) COMP
 MK2130  MODELED GRAVITY -    980,194.5   (mgal)                       NAVD 88
 MK2130
 MK2130  VERT ORDER      -  FIRST     CLASS II
 MK2130
 MK2130.The horizontal coordinates were scaled from a map and have
 MK2130.an estimated accuracy of +/- 6 seconds.
 MK2130
 MK2130.The orthometric height was determined by differential leveling and
 MK2130.adjusted by the NATIONAL GEODETIC SURVEY
 MK2130.in June 1991.
 MK2130
 MK2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2130.GEOID18 height accuracy estimate available here.
 MK2130
 MK2130.Click photographs - Photos may exist for this station.
 MK2130
 MK2130.The dynamic height is computed by dividing the NAVD 88
 MK2130.geopotential number by the normal gravity value computed on the
 MK2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2130.degrees latitude (g = 980.6199 gals.).
 MK2130
 MK2130.The modeled gravity was interpolated from observed gravity values.
 MK2130
 MK2130;                    North         East    Units  Estimated Accuracy
 MK2130;SPC NE       -   161,580.      828,370.      MT  (+/- 180 meters Scaled)
 MK2130
 MK2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL446674(NAD 83)
 MK2130
 MK2130                          SUPERSEDED SURVEY CONTROL
 MK2130
 MK2130.No superseded survey control is available for this station.
 MK2130
 MK2130_MARKER: DV = VERTICAL CONTROL DISK
 MK2130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2130_SP_SET: PILE CAP
 MK2130_STAMPING: N 428 1989
 MK2130_MARK LOGO: NGS
 MK2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2130+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 MK2130
 MK2130  HISTORY     - Date     Condition        Report By
 MK2130  HISTORY     - 1989     MONUMENTED       NGS
 MK2130  HISTORY     - 20051025 GOOD             NEDR
 MK2130
 MK2130                          STATION DESCRIPTION
 MK2130
 MK2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2130'IN OMAHA, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 108TH
 MK2130'STREET, NEAR THE CENTER OF THE PILE CAP OF THE FIRST PIER SOUTH OF
 MK2130'THE NORTH ABUTMENT OF THE STREET OVERPASS OF THE TRACKS, 6.8 M (22.3
 MK2130'FT) NORTH OF THE NEAR RAIL, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 MK2130'TRACK.
 MK2130
 MK2130                          STATION RECOVERY (2005)
 MK2130
 MK2130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MK2130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1369 ***********************************************************************
 MJ1369  DESIGNATION -  N 429
 MJ1369  PID         -  MJ1369
 MJ1369  STATE/COUNTY-  NE/DOUGLAS
 MJ1369  COUNTRY     -  US
 MJ1369  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1369
 MJ1369                         *CURRENT SURVEY CONTROL
 MJ1369  ______________________________________________________________________
 MJ1369* NAD 83(1986) POSITION- 41 15 35.     (N) 095 57 12.     (W)   SCALED
 MJ1369* NAVD 88 ORTHO HEIGHT -   334.954 (meters)     1098.93  (feet) ADJUSTED
 MJ1369  ______________________________________________________________________
 MJ1369  GEOID HEIGHT    -        -27.528 (meters)                     GEOID18
 MJ1369  DYNAMIC HEIGHT  -        334.812 (meters)     1098.46  (feet) COMP
 MJ1369  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 MJ1369
 MJ1369  VERT ORDER      -  FIRST     CLASS II
 MJ1369
 MJ1369.The horizontal coordinates were scaled from a map and have
 MJ1369.an estimated accuracy of +/- 6 seconds.
 MJ1369
 MJ1369.The orthometric height was determined by differential leveling and
 MJ1369.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1369.in June 1991.
 MJ1369
 MJ1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1369.GEOID18 height accuracy estimate available here.
 MJ1369
 MJ1369.Click photographs - Photos may exist for this station.
 MJ1369
 MJ1369.The dynamic height is computed by dividing the NAVD 88
 MJ1369.geopotential number by the normal gravity value computed on the
 MJ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1369.degrees latitude (g = 980.6199 gals.).
 MJ1369
 MJ1369.The modeled gravity was interpolated from observed gravity values.
 MJ1369
 MJ1369;                    North         East    Units  Estimated Accuracy
 MJ1369;SPC NE       -   166,300.      838,890.      MT  (+/- 180 meters Scaled)
 MJ1369
 MJ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF525717(NAD 83)
 MJ1369
 MJ1369                          SUPERSEDED SURVEY CONTROL
 MJ1369
 MJ1369.No superseded survey control is available for this station.
 MJ1369
 MJ1369_MARKER: DV = VERTICAL CONTROL DISK
 MJ1369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1369_SP_SET: PIER
 MJ1369_STAMPING: N 429 1989
 MJ1369_MARK LOGO: NGS
 MJ1369_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1369+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1369
 MJ1369  HISTORY     - Date     Condition        Report By
 MJ1369  HISTORY     - 1989     MONUMENTED       NGS
 MJ1369
 MJ1369                          STATION DESCRIPTION
 MJ1369
 MJ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1369'IN OMAHA, AT THE INTERSECTION OF DODGE STREET AND INTERSTATE HIGHWAY
 MJ1369'480, SET VERTICALLY IN THE MOST SOUTHERLY 1 OF 3 COLUMNS OF THE FIRST
 MJ1369'PIER WEST OF THE EAST ABUTMENT OF THE STREET OVERPASS OF THE HIGHWAY,
 MJ1369'8.1 M (26.6 FT) EAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MJ1369'HIGHWAY, 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT)
 MJ1369'EAST OF A METAL SIGN NUMBERED 00231.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0531 ***********************************************************************
 NO0531  DESIGNATION -  N 431
 NO0531  PID         -  NO0531
 NO0531  STATE/COUNTY-  NE/CHERRY
 NO0531  COUNTRY     -  US
 NO0531  USGS QUAD   -  ELL LAKE (2017)
 NO0531
 NO0531                         *CURRENT SURVEY CONTROL
 NO0531  ______________________________________________________________________
 NO0531* NAD 83(1986) POSITION- 42 39 05.29   (N) 100 35 45.03   (W)   HD_HELD1
 NO0531* NAVD 88 ORTHO HEIGHT -   874.896 (meters)     2870.39  (feet) ADJUSTED
 NO0531  ______________________________________________________________________
 NO0531  GEOID HEIGHT    -        -21.544 (meters)                     GEOID18
 NO0531  DYNAMIC HEIGHT  -        874.504 (meters)     2869.10  (feet) COMP
 NO0531  MODELED GRAVITY -    980,143.8   (mgal)                       NAVD 88
 NO0531
 NO0531  VERT ORDER      -  FIRST     CLASS II
 NO0531
 NO0531.The horizontal coordinates were determined by differentially corrected
 NO0531.hand held GPS observations or other comparable positioning techniques
 NO0531.and have an estimated accuracy of +/- 3 meters.
 NO0531
 NO0531.The orthometric height was determined by differential leveling and
 NO0531.adjusted by the NATIONAL GEODETIC SURVEY
 NO0531.in June 1994.
 NO0531
 NO0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0531.GEOID18 height accuracy estimate available here.
 NO0531
 NO0531.Click photographs - Photos may exist for this station.
 NO0531
 NO0531.The dynamic height is computed by dividing the NAVD 88
 NO0531.geopotential number by the normal gravity value computed on the
 NO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0531.degrees latitude (g = 980.6199 gals.).
 NO0531
 NO0531.The modeled gravity was interpolated from observed gravity values.
 NO0531
 NO0531;                    North         East    Units  Estimated Accuracy
 NO0531;SPC NE       -   313,074.4     451,148.1     MT  (+/- 3 meters HH1 GPS) 
 NO0531
 NO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6919123346(NAD 83)
 NO0531
 NO0531                          SUPERSEDED SURVEY CONTROL
 NO0531
 NO0531  NGVD 29 (02/14/92)  874.593  (m)         2869.39   (f) ADJUSTED    1 2
 NO0531
 NO0531.Superseded values are not recommended for survey control.
 NO0531
 NO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0531.See file dsdata.pdf to determine how the superseded data were derived.
 NO0531
 NO0531_MARKER: I = METAL ROD
 NO0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0531_STAMPING: N 431 1991
 NO0531_MARK LOGO: NGS
 NO0531_PROJECTION: FLUSH
 NO0531_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0531+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2012
 NO0531_ROD/PIPE-DEPTH: 12.1 meters
 NO0531
 NO0531  HISTORY     - Date     Condition        Report By
 NO0531  HISTORY     - 1991     MONUMENTED       NGS
 NO0531  HISTORY     - 20121108 GOOD             GCT
 NO0531
 NO0531                          STATION DESCRIPTION
 NO0531
 NO0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0531'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0531'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 4.9 KM (3.05 MI) WESTERLY
 NO0531'ALONG STATE HIGHWAY SPUR 16B, 31.3 M (102.7 FT) WEST OF A UTILITY
 NO0531'POLE, 15.0 M (49.2 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 NO0531'CENTERLINE, 2.6 M (8.5 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 NO0531'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0531'IS THROUGH A 5-INCH LOGO CAP.
 NO0531
 NO0531                          STATION RECOVERY (2012)
 NO0531
 NO0531'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NO0531'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0560 ***********************************************************************
 NO0560  DESIGNATION -  N 432
 NO0560  PID         -  NO0560
 NO0560  STATE/COUNTY-  NE/CHERRY
 NO0560  COUNTRY     -  US
 NO0560  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0560
 NO0560                         *CURRENT SURVEY CONTROL
 NO0560  ______________________________________________________________________
 NO0560* NAD 83(1986) POSITION- 42 18 17.     (N) 101 01 34.     (W)   SCALED
 NO0560* NAVD 88 ORTHO HEIGHT -   977.917 (meters)     3208.38  (feet) ADJUSTED
 NO0560  ______________________________________________________________________
 NO0560  GEOID HEIGHT    -        -20.475 (meters)                     GEOID18
 NO0560  DYNAMIC HEIGHT  -        977.433 (meters)     3206.79  (feet) COMP
 NO0560  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 NO0560
 NO0560  VERT ORDER      -  FIRST     CLASS II
 NO0560
 NO0560.The horizontal coordinates were scaled from a map and have
 NO0560.an estimated accuracy of +/- 6 seconds.
 NO0560
 NO0560.The orthometric height was determined by differential leveling and
 NO0560.adjusted by the NATIONAL GEODETIC SURVEY
 NO0560.in June 1994.
 NO0560
 NO0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0560.GEOID18 height accuracy estimate available here.
 NO0560
 NO0560.Click photographs - Photos may exist for this station.
 NO0560
 NO0560.The dynamic height is computed by dividing the NAVD 88
 NO0560.geopotential number by the normal gravity value computed on the
 NO0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0560.degrees latitude (g = 980.6199 gals.).
 NO0560
 NO0560.The modeled gravity was interpolated from observed gravity values.
 NO0560
 NO0560;                    North         East    Units  Estimated Accuracy
 NO0560;SPC NE       -   274,900.      415,420.      MT  (+/- 180 meters Scaled)
 NO0560
 NO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM330855(NAD 83)
 NO0560
 NO0560                          SUPERSEDED SURVEY CONTROL
 NO0560
 NO0560  NGVD 29 (02/14/92)  977.602  (m)         3207.35   (f) ADJUSTED    1 2
 NO0560
 NO0560.Superseded values are not recommended for survey control.
 NO0560
 NO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0560.See file dsdata.pdf to determine how the superseded data were derived.
 NO0560
 NO0560_MARKER: I = METAL ROD
 NO0560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0560_STAMPING: N 432 1991
 NO0560_MARK LOGO: NGS
 NO0560_PROJECTION: FLUSH
 NO0560_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0560+STABILITY: POSITION/ELEVATION WELL
 NO0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0560+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0560_ROD/PIPE-DEPTH: 10.7 meters
 NO0560_SLEEVE-DEPTH  : 7.9 meters
 NO0560
 NO0560  HISTORY     - Date     Condition        Report By
 NO0560  HISTORY     - 1991     MONUMENTED       NGS
 NO0560
 NO0560                          STATION DESCRIPTION
 NO0560
 NO0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0560'30.2 KM (18.75 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0560'OF STATE HIGHWAY 2 IN MULLEN, 41.1 M (134.8 FT) SOUTHEAST OF THE
 NO0560'HIGHWAY CENTERLINE, 17.5 M (57.4 FT) SOUTHWEST OF THE CENTER OF THE
 NO0560'LX RANCH ENTRANCE ROAD, 8.0 M (26.2 FT) SOUTHEAST OF A FENCE CORNER,
 NO0560'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 NO0560'NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0560'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0520 ***********************************************************************
 MM0520  DESIGNATION -  N 433
 MM0520  PID         -  MM0520
 MM0520  STATE/COUNTY-  NE/HOOKER
 MM0520  COUNTRY     -  US
 MM0520  USGS QUAD   -  DISMAL RIVER RANCH NE (2017)
 MM0520
 MM0520                         *CURRENT SURVEY CONTROL
 MM0520  ______________________________________________________________________
 MM0520* NAD 83(1986) POSITION- 41 53 07.     (N) 101 02 47.     (W)   SCALED
 MM0520* NAVD 88 ORTHO HEIGHT -   990.427 (meters)     3249.43  (feet) ADJUSTED
 MM0520  ______________________________________________________________________
 MM0520  GEOID HEIGHT    -        -20.696 (meters)                     GEOID18
 MM0520  DYNAMIC HEIGHT  -        989.896 (meters)     3247.68  (feet) COMP
 MM0520  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 MM0520
 MM0520  VERT ORDER      -  FIRST     CLASS II
 MM0520
 MM0520.The horizontal coordinates were scaled from a map and have
 MM0520.an estimated accuracy of +/- 6 seconds.
 MM0520
 MM0520.The orthometric height was determined by differential leveling and
 MM0520.adjusted by the NATIONAL GEODETIC SURVEY
 MM0520.in June 1994.
 MM0520
 MM0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0520.GEOID18 height accuracy estimate available here.
 MM0520
 MM0520.Click photographs - Photos may exist for this station.
 MM0520
 MM0520.The dynamic height is computed by dividing the NAVD 88
 MM0520.geopotential number by the normal gravity value computed on the
 MM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0520.degrees latitude (g = 980.6199 gals.).
 MM0520
 MM0520.The modeled gravity was interpolated from observed gravity values.
 MM0520
 MM0520;                    North         East    Units  Estimated Accuracy
 MM0520;SPC NE       -   228,350.      413,180.      MT  (+/- 180 meters Scaled)
 MM0520
 MM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM302390(NAD 83)
 MM0520
 MM0520                          SUPERSEDED SURVEY CONTROL
 MM0520
 MM0520  NGVD 29 (02/14/92)  990.108  (m)         3248.38   (f) ADJUSTED    1 2
 MM0520
 MM0520.Superseded values are not recommended for survey control.
 MM0520
 MM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0520.See file dsdata.pdf to determine how the superseded data were derived.
 MM0520
 MM0520_MARKER: I = METAL ROD
 MM0520_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0520_STAMPING: N 433 1991
 MM0520_MARK LOGO: NGS
 MM0520_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0520_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0520+STABILITY: POSITION/ELEVATION WELL
 MM0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0520+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 MM0520_ROD/PIPE-DEPTH: 13.1 meters
 MM0520_SLEEVE-DEPTH  : 7.9 meters
 MM0520
 MM0520  HISTORY     - Date     Condition        Report By
 MM0520  HISTORY     - 1991     MONUMENTED       NGS
 MM0520  HISTORY     - 20150325 GOOD             INDIV
 MM0520
 MM0520                          STATION DESCRIPTION
 MM0520
 MM0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0520'17.8 KM (11.05 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0520'OF STATE HIGHWAY 2 IN MULLEN, 30.7 M (100.7 FT) WEST OF THE SOUTHWEST
 MM0520'CORNER OF A CATTLE GUARD, 20.7 M (67.9 FT) EAST OF AND LEVEL WITH THE
 MM0520'HIGHWAY CENTERLINE, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF THE
 MM0520'RESTALOT RANCH ENTRANCE ROAD, 5.4 M (17.7 FT) EAST OF A FENCE CORNER,
 MM0520'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 MM0520'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0520
 MM0520                          STATION RECOVERY (2015)
 MM0520
 MM0520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 MM0520'FOUND IN GOOD CONDITION, MILE MARKER 55+99 ON HWY 97.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0546 ***********************************************************************
 MM0546  DESIGNATION -  N 434
 MM0546  PID         -  MM0546
 MM0546  STATE/COUNTY-  NE/LINCOLN
 MM0546  COUNTRY     -  US
 MM0546  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0546
 MM0546                         *CURRENT SURVEY CONTROL
 MM0546  ______________________________________________________________________
 MM0546* NAD 83(1986) POSITION- 41 13 54.     (N) 100 47 47.     (W)   SCALED
 MM0546* NAVD 88 ORTHO HEIGHT -   881.198 (meters)     2891.06  (feet) ADJUSTED
 MM0546  ______________________________________________________________________
 MM0546  GEOID HEIGHT    -        -22.025 (meters)                     GEOID18
 MM0546  DYNAMIC HEIGHT  -        880.682 (meters)     2889.37  (feet) COMP
 MM0546  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 MM0546
 MM0546  VERT ORDER      -  FIRST     CLASS II
 MM0546
 MM0546.The horizontal coordinates were scaled from a map and have
 MM0546.an estimated accuracy of +/- 6 seconds.
 MM0546
 MM0546.The orthometric height was determined by differential leveling and
 MM0546.adjusted by the NATIONAL GEODETIC SURVEY
 MM0546.in June 1994.
 MM0546
 MM0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0546.GEOID18 height accuracy estimate available here.
 MM0546
 MM0546.Click photographs - Photos may exist for this station.
 MM0546
 MM0546.The dynamic height is computed by dividing the NAVD 88
 MM0546.geopotential number by the normal gravity value computed on the
 MM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0546.degrees latitude (g = 980.6199 gals.).
 MM0546
 MM0546.The modeled gravity was interpolated from observed gravity values.
 MM0546
 MM0546;                    North         East    Units  Estimated Accuracy
 MM0546;SPC NE       -   155,560.      433,250.      MT  (+/- 180 meters Scaled)
 MM0546
 MM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL494660(NAD 83)
 MM0546
 MM0546                          SUPERSEDED SURVEY CONTROL
 MM0546
 MM0546  NGVD 29 (02/14/92)  880.844  (m)         2889.90   (f) ADJUSTED    1 2
 MM0546
 MM0546.Superseded values are not recommended for survey control.
 MM0546
 MM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0546.See file dsdata.pdf to determine how the superseded data were derived.
 MM0546
 MM0546_MARKER: I = METAL ROD
 MM0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0546_STAMPING: N 434 1991
 MM0546_MARK LOGO: NGS
 MM0546_PROJECTION: FLUSH
 MM0546_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0546+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0546_ROD/PIPE-DEPTH: 15.4 meters
 MM0546
 MM0546  HISTORY     - Date     Condition        Report By
 MM0546  HISTORY     - 1991     MONUMENTED       NGS
 MM0546
 MM0546                          STATION DESCRIPTION
 MM0546
 MM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0546'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0546'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0546'5.8 KM (3.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 15.3 M (50.2
 MM0546'FT) EAST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) SOUTH OF THE
 MM0546'CENTER OF A FIELD ENTRANCE, 4.5 M (14.8 FT) SOUTH OF A T-FENCE
 MM0546'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 MM0546'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0546'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1448 ***********************************************************************
 LH1448  DESIGNATION -  N 435
 LH1448  PID         -  LH1448
 LH1448  STATE/COUNTY-  NE/BUFFALO
 LH1448  COUNTRY     -  US
 LH1448  USGS QUAD   -  KEARNEY (2017)
 LH1448
 LH1448                         *CURRENT SURVEY CONTROL
 LH1448  ______________________________________________________________________
 LH1448* NAD 83(1986) POSITION- 40 42 35.     (N) 099 00 59.     (W)   SCALED
 LH1448* NAVD 88 ORTHO HEIGHT -   647.255 (meters)     2123.54  (feet) ADJUSTED
 LH1448  ______________________________________________________________________
 LH1448  GEOID HEIGHT    -        -24.469 (meters)                     GEOID18
 LH1448  DYNAMIC HEIGHT  -        646.891 (meters)     2122.34  (feet) COMP
 LH1448  MODELED GRAVITY -    980,041.9   (mgal)                       NAVD 88
 LH1448
 LH1448  VERT ORDER      -  FIRST     CLASS II
 LH1448
 LH1448.The horizontal coordinates were scaled from a map and have
 LH1448.an estimated accuracy of +/- 6 seconds.
 LH1448
 LH1448.The orthometric height was determined by differential leveling and
 LH1448.adjusted by the NATIONAL GEODETIC SURVEY
 LH1448.in May 1993.
 LH1448
 LH1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1448.GEOID18 height accuracy estimate available here.
 LH1448
 LH1448.Click photographs - Photos may exist for this station.
 LH1448
 LH1448.The dynamic height is computed by dividing the NAVD 88
 LH1448.geopotential number by the normal gravity value computed on the
 LH1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1448.degrees latitude (g = 980.6199 gals.).
 LH1448
 LH1448.The modeled gravity was interpolated from observed gravity values.
 LH1448
 LH1448;                    North         East    Units  Estimated Accuracy
 LH1448;SPC NE       -    97,780.      583,100.      MT  (+/- 180 meters Scaled)
 LH1448
 LH1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML986065(NAD 83)
 LH1448
 LH1448                          SUPERSEDED SURVEY CONTROL
 LH1448
 LH1448  NGVD 29 (02/14/92)  646.992  (m)         2122.67   (f) ADJUSTED    1 2
 LH1448
 LH1448.Superseded values are not recommended for survey control.
 LH1448
 LH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1448.See file dsdata.pdf to determine how the superseded data were derived.
 LH1448
 LH1448_MARKER: I = METAL ROD
 LH1448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1448_STAMPING: N 435 1991
 LH1448_MARK LOGO: NGS
 LH1448_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1448_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1448+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1448_ROD/PIPE-DEPTH: 21.8 meters
 LH1448_SLEEVE-DEPTH  : 0.9 meters
 LH1448
 LH1448  HISTORY     - Date     Condition        Report By
 LH1448  HISTORY     - 1991     MONUMENTED       NGS
 LH1448  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH1448
 LH1448                          STATION DESCRIPTION
 LH1448
 LH1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1448'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1448'STATE HIGHWAY 44 IN KEARNEY, 52.6 M (172.6 FT) NORTHEAST OF THE
 LH1448'EXTENDED CENTER OF A ROAD LEADING TO AN AIRPORT, 21.1 M (69.2 FT)
 LH1448'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 LH1448'8.4 M (27.6 FT) NORTHWEST OF THE NEAR RAIL OF A UNION PACIFIC
 LH1448'RAILROAD SIDING, 1.9 M (6.2 FT) SOUTHWEST OF A UTILITY POLE WITH 3
 LH1448'GUY CABLES, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 LH1448'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 LH1448'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LH1448'SPECIFICATIONS FOR A CLASS A MARK.
 LH1448
 LH1448                          STATION RECOVERY (2005)
 LH1448
 LH1448'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1448'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1474 ***********************************************************************
 LH1474  DESIGNATION -  N 436
 LH1474  PID         -  LH1474
 LH1474  STATE/COUNTY-  NE/ADAMS
 LH1474  COUNTRY     -  US
 LH1474  USGS QUAD   -  HASTINGS WEST (2017)
 LH1474
 LH1474                         *CURRENT SURVEY CONTROL
 LH1474  ______________________________________________________________________
 LH1474* NAD 83(1986) POSITION- 40 34 50.7    (N) 098 23 31.6    (W)   HD_HELD2
 LH1474* NAVD 88 ORTHO HEIGHT -   589.328 (meters)     1933.49  (feet) ADJUSTED
 LH1474  ______________________________________________________________________
 LH1474  GEOID HEIGHT    -        -25.310 (meters)                     GEOID18
 LH1474  DYNAMIC HEIGHT  -        588.998 (meters)     1932.40  (feet) COMP
 LH1474  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 LH1474
 LH1474  VERT ORDER      -  FIRST     CLASS II
 LH1474
 LH1474.The horizontal coordinates were established by autonomous hand held GPS
 LH1474.observations and have an estimated accuracy of +/- 10 meters.
 LH1474
 LH1474.The orthometric height was determined by differential leveling and
 LH1474.adjusted by the NATIONAL GEODETIC SURVEY
 LH1474.in May 1993.
 LH1474
 LH1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1474.GEOID18 height accuracy estimate available here.
 LH1474
 LH1474.Click photographs - Photos may exist for this station.
 LH1474
 LH1474.The dynamic height is computed by dividing the NAVD 88
 LH1474.geopotential number by the normal gravity value computed on the
 LH1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1474.degrees latitude (g = 980.6199 gals.).
 LH1474
 LH1474.The modeled gravity was interpolated from observed gravity values.
 LH1474
 LH1474;                    North         East    Units  Estimated Accuracy
 LH1474;SPC NE       -    84,251.      636,097.      MT  (+/- 10 meters HH2 GPS)
 LH1474
 LH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5144792395(NAD 83)
 LH1474
 LH1474                          SUPERSEDED SURVEY CONTROL
 LH1474
 LH1474.No superseded survey control is available for this station.
 LH1474
 LH1474_MARKER: DV = VERTICAL CONTROL DISK
 LH1474_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1474_SP_SET: BUILDING
 LH1474_STAMPING: N 436 1991
 LH1474_MARK LOGO: NGS
 LH1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1474+STABILITY: POSITION/ELEVATION WELL
 LH1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1474+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 LH1474
 LH1474  HISTORY     - Date     Condition        Report By
 LH1474  HISTORY     - 1991     MONUMENTED       NGS
 LH1474  HISTORY     - 1990     GOOD
 LH1474  HISTORY     - 19911029 GOOD             NGS
 LH1474
 LH1474                          STATION DESCRIPTION
 LH1474
 LH1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1474'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF SAINT MICHEALS SCHOOL
 LH1474'AT 324 SOUTH LINCOLN STREET, 19.5 M (64.0 FT) NORTH OF THE CENTER OF
 LH1474'WEST B STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF THE WEST
 LH1474'ENTRANCE TO THE BUILDING, 1.4 M (4.6 FT) NORTH OF THE SOUTHWEST
 LH1474'CORNER OF THE SCHOOL, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
 LH1474
 LH1474                          STATION RECOVERY (1990)
 LH1474
 LH1474'RECOVERED 1990
 LH1474'RECOVERED IN GOOD CONDITION.
 LH1474
 LH1474                          STATION RECOVERY (1991)
 LH1474
 LH1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1474'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE SAINT MICHEALS
 LH1474'SCHOOL AT 324 SOUTH LINCOLN AVENUE, 19.5 M (64.0 FT) NORTH OF THE
 LH1474'CENTER OF WEST B STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF THE
 LH1474'WEST ENTRANCE, 1.4 M (4.6 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 LH1474'SCHOOL, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1257 ***********************************************************************
 LG1257  CBN         -  This is a Cooperative Base Network Control Station.
 LG1257  DESIGNATION -  N 437
 LG1257  PID         -  LG1257
 LG1257  STATE/COUNTY-  NE/CLAY
 LG1257  COUNTRY     -  US
 LG1257  USGS QUAD   -  SARONVILLE (2017)
 LG1257
 LG1257                         *CURRENT SURVEY CONTROL
 LG1257  ______________________________________________________________________
 LG1257* NAD 83(2011) POSITION- 40 35 03.14303(N) 097 58 34.05703(W)   ADJUSTED
 LG1257* NAD 83(2011) ELLIP HT-   498.871 (meters)        (06/27/12)   ADJUSTED
 LG1257* NAD 83(2011) EPOCH   -  2010.00
 LG1257* NAVD 88 ORTHO HEIGHT -   524.851 (meters)     1721.95  (feet) ADJUSTED
 LG1257  ______________________________________________________________________
 LG1257  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 LG1257  NAD 83(2011) X  -   -673,145.954 (meters)                     COMP
 LG1257  NAD 83(2011) Y  - -4,804,205.907 (meters)                     COMP
 LG1257  NAD 83(2011) Z  -  4,127,790.304 (meters)                     COMP
 LG1257  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 LG1257  DYNAMIC HEIGHT  -        524.560 (meters)     1720.99  (feet) COMP
 LG1257  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 LG1257
 LG1257  VERT ORDER      -  FIRST     CLASS II
 LG1257
 LG1257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1257  Standards:
 LG1257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1257  -------------------------------------------------------------------
 LG1257  NETWORK    0.41   1.04           0.19   0.13   0.53     -0.00041753
 LG1257  -------------------------------------------------------------------
 LG1257  Click here for local accuracies and other accuracy information.
 LG1257
 LG1257.The horizontal coordinates were established by GPS observations
 LG1257.and adjusted by the National Geodetic Survey in June 2012.
 LG1257
 LG1257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1257.been affixed to the stable North American tectonic plate. See 
 LG1257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1257
 LG1257.The horizontal coordinates are valid at the epoch date displayed above
 LG1257.which is a decimal equivalence of Year/Month/Day.
 LG1257
 LG1257.The orthometric height was determined by differential leveling and
 LG1257.adjusted by the NATIONAL GEODETIC SURVEY
 LG1257.in May 1993.
 LG1257
 LG1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1257.GEOID18 height accuracy estimate available here.
 LG1257
 LG1257.Click photographs - Photos may exist for this station.
 LG1257
 LG1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1257
 LG1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1257
 LG1257.The ellipsoidal height was determined by GPS observations
 LG1257.and is referenced to NAD 83.
 LG1257
 LG1257.The dynamic height is computed by dividing the NAVD 88
 LG1257.geopotential number by the normal gravity value computed on the
 LG1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1257.degrees latitude (g = 980.6199 gals.).
 LG1257
 LG1257.The modeled gravity was interpolated from observed gravity values.
 LG1257
 LG1257. The following values were computed from the NAD 83(2011) position.
 LG1257
 LG1257;                    North         East     Units Scale Factor Converg.
 LG1257;SPC NE       -    85,374.139   671,292.329   MT  0.99978685   +1 20 28.4
 LG1257;SPC NE       -   280,098.32  2,202,398.25   sFT  0.99978685   +1 20 28.4
 LG1257;UTM  14      - 4,493,105.397   586,648.859   MT  0.99969241   +0 39 58.1
 LG1257
 LG1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1257!SPC NE       -   0.99992175  x   0.99978685  =   0.99970862
 LG1257!UTM  14      -   0.99992175  x   0.99969241  =   0.99961418
 LG1257
 LG1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8664893105(NAD 83)
 LG1257
 LG1257                          SUPERSEDED SURVEY CONTROL
 LG1257
 LG1257  NAD 83(2007)-  40 35 03.14297(N)    097 58 34.05771(W) AD(2002.00) 0
 LG1257  ELLIP H (02/10/07)  498.894  (m)                       GP(2002.00)    
 LG1257  ELLIP H (07/10/01)  498.864  (m)                       GP(       ) 4 1
 LG1257  NAD 83(1995)-  40 35 03.14271(N)    097 58 34.05711(W) AD(       ) B
 LG1257  ELLIP H (06/25/96)  498.934  (m)                       GP(       ) 1 1
 LG1257  NAVD 88             524.85   (m)         1721.9    (f) LEVELING    3  
 LG1257
 LG1257.Superseded values are not recommended for survey control.
 LG1257
 LG1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1257.See file dsdata.pdf to determine how the superseded data were derived.
 LG1257
 LG1257_MARKER: F = FLANGE-ENCASED ROD
 LG1257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1257_STAMPING: N 437 1991
 LG1257_MARK LOGO: NGS
 LG1257_PROJECTION: FLUSH
 LG1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1257+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 LG1257_ROD/PIPE-DEPTH: 16.8 meters
 LG1257_SLEEVE-DEPTH  : 7.9 meters
 LG1257
 LG1257  HISTORY     - Date     Condition        Report By
 LG1257  HISTORY     - 1991     MONUMENTED       NGS
 LG1257  HISTORY     - 19950511 GOOD             NGS
 LG1257  HISTORY     - 20000605 GOOD             NEDR
 LG1257  HISTORY     - 20030204 GOOD             DUCKS
 LG1257  HISTORY     - 20120730 GOOD             JEOCON
 LG1257
 LG1257                          STATION DESCRIPTION
 LG1257
 LG1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1257'36.8 KM (22.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1257'OF U.S. HIGHWAY 281 IN HASTINGS, 171.0 M (561.0 FT) NORTH OF THE
 LG1257'CENTERLINE OF THE HIGHWAY, 17.1 M (56.1 FT) NORTH-NORTHEAST OF THE
 LG1257'NORTHEAST CORNER OF A BRIDGE SPANNING SCHOOL CREEK, 9.6 M (31.5 FT)
 LG1257'EAST OF THE CENTER OF THE ROAD, 8.0 M (26.2 FT) NORTH OF THE CENTER
 LG1257'OF A GATE, 2.7 M (8.9 FT) NORTHEAST OF AN UNDERGROUND CABLE JUNCTION
 LG1257'BOX, AND 1.4 M (4.6 FT) EAST OF A WITNESS POST AND FENCE.
 LG1257'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LG1257'MARK IS ON PROPERTY OWNED BY HOWARD HAM, RURAL ROUTE 1, SHARONVILLE,
 LG1257'NE 68975, TELEPHONE NUMBER (402) 773-4846.
 LG1257
 LG1257                          STATION RECOVERY (1995)
 LG1257
 LG1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1257'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF SUTTON,
 LG1257'1.0 MI (1.6 KM) EAST FROM THE EAST JUNCTION OF U.S. HIGHWAY 6 WITH
 LG1257'STATE HIGHWAY 14, 0.1 MI (0.2 KM) NORTH OF HIGHWAY 6, JUST NORTH OF
 LG1257'SCHOOL CREEK, IN THE SW1/4, SEC11, T7N, R6W AND ON PROPERTY OWNED BY
 LG1257'ARMIN NUSS, RR2, SUTTON, NEBRASKA, TELEPHONE 402-773-4883.  TO REACH
 LG1257'THE MARK FROM THE INTERSECTION OF SAUNDERS AVENUE WITH U.S. HIGHWAY 6
 LG1257'AT THE SOUTH SIDE OF SUTTON, GO SOUTHWEST AND WEST ON U.S. HIGHWAY 6
 LG1257'FOR 6.5 MI (10.5 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH
 LG1257'FOR 0.1 MI (0.2 KM) TO A WOODEN BRIDGE OVER SCHOOL CREEK AND THE MARK
 LG1257'ON THE RIGHT.  THE MARK IS A SLEEVED STAINLESS STEEL ROD SET WITHIN A
 LG1257'5-INCH PVC PIPE WITH A LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS
 LG1257'55.7 FT (17.0 M) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE
 LG1257'BRIDGE, 43.0 FT (13.1 M) NORTH OF THE NORTH BANK OF THE CREEK, 32.5 FT
 LG1257'(9.9 M) EAST FROM THE CENTERLINE OF THE ROAD, 6.7 FT (2.0 M) NORTHEAST
 LG1257'OF A LARGE, SQUARE BRACE POST OF A FENCE, 4.5 FT (1.4 M) EAST OF THE
 LG1257'FENCE AND A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 LG1257
 LG1257                          STATION RECOVERY (2000)
 LG1257
 LG1257'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1257'RECOVERED AS DESCRIBED.
 LG1257
 LG1257                          STATION RECOVERY (2003)
 LG1257
 LG1257'RECOVERY NOTE BY DUCKS UNLIMITED 2003
 LG1257'RECOVERED IN GOOD CONDITION.
 LG1257
 LG1257                          STATION RECOVERY (2012)
 LG1257
 LG1257'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 LG1257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1308 ***********************************************************************
 LG1308  DESIGNATION -  N 438
 LG1308  PID         -  LG1308
 LG1308  STATE/COUNTY-  NE/LANCASTER
 LG1308  COUNTRY     -  US
 LG1308  USGS QUAD   -  ROCA (2017)
 LG1308
 LG1308                         *CURRENT SURVEY CONTROL
 LG1308  ______________________________________________________________________
 LG1308* NAD 83(1986) POSITION- 40 39 25.     (N) 096 42 19.     (W)   SCALED
 LG1308* NAVD 88 ORTHO HEIGHT -   386.260 (meters)     1267.25  (feet) ADJUSTED
 LG1308  ______________________________________________________________________
 LG1308  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 LG1308  DYNAMIC HEIGHT  -        386.090 (meters)     1266.70  (feet) COMP
 LG1308  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 LG1308
 LG1308  VERT ORDER      -  FIRST     CLASS II
 LG1308
 LG1308.The horizontal coordinates were scaled from a map and have
 LG1308.an estimated accuracy of +/- 6 seconds.
 LG1308
 LG1308.The orthometric height was determined by differential leveling and
 LG1308.adjusted by the NATIONAL GEODETIC SURVEY
 LG1308.in May 1993.
 LG1308
 LG1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1308.GEOID18 height accuracy estimate available here.
 LG1308
 LG1308.Click photographs - Photos may exist for this station.
 LG1308
 LG1308.The dynamic height is computed by dividing the NAVD 88
 LG1308.geopotential number by the normal gravity value computed on the
 LG1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1308.degrees latitude (g = 980.6199 gals.).
 LG1308
 LG1308.The modeled gravity was interpolated from observed gravity values.
 LG1308
 LG1308;                    North         East    Units  Estimated Accuracy
 LG1308;SPC NE       -    96,750.      778,500.      MT  (+/- 180 meters Scaled)
 LG1308
 LG1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL939032(NAD 83)
 LG1308
 LG1308                          SUPERSEDED SURVEY CONTROL
 LG1308
 LG1308.No superseded survey control is available for this station.
 LG1308
 LG1308_MARKER: I = METAL ROD
 LG1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1308_STAMPING: N 438 1991
 LG1308_MARK LOGO: NGS
 LG1308_PROJECTION: FLUSH
 LG1308_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1308+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1308_ROD/PIPE-DEPTH: 7.4 meters
 LG1308
 LG1308  HISTORY     - Date     Condition        Report By
 LG1308  HISTORY     - 1991     MONUMENTED       NGS
 LG1308
 LG1308                          STATION DESCRIPTION
 LG1308
 LG1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1308'13.8 KM (8.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1308'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 27.8 M (91.2
 LG1308'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LG1308'8.0 M (26.2 FT) NORTHEAST OF THE EAST LEG OF AN OVERHEAD HIGHWAY
 LG1308'INFORMATION SIGN, 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6
 LG1308'FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 LG1308'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1308'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1338 ***********************************************************************
 LG1338  DESIGNATION -  N 439
 LG1338  PID         -  LG1338
 LG1338  STATE/COUNTY-  NE/OTOE
 LG1338  COUNTRY     -  US
 LG1338  USGS QUAD   -  UNADILLA (2017)
 LG1338
 LG1338                         *CURRENT SURVEY CONTROL
 LG1338  ______________________________________________________________________
 LG1338* NAD 83(1986) POSITION- 40 42 44.20   (N) 096 20 57.76   (W)   HD_HELD1
 LG1338* NAVD 88 ORTHO HEIGHT -   362.721 (meters)     1190.03  (feet) ADJUSTED
 LG1338  ______________________________________________________________________
 LG1338  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 LG1338  DYNAMIC HEIGHT  -        362.560 (meters)     1189.50  (feet) COMP
 LG1338  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 LG1338
 LG1338  VERT ORDER      -  FIRST     CLASS II
 LG1338
 LG1338.The horizontal coordinates were determined by differentially corrected
 LG1338.hand held GPS observations or other comparable positioning techniques
 LG1338.and have an estimated accuracy of +/- 3 meters.
 LG1338
 LG1338.The orthometric height was determined by differential leveling and
 LG1338.adjusted by the NATIONAL GEODETIC SURVEY
 LG1338.in May 1993.
 LG1338
 LG1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1338.GEOID18 height accuracy estimate available here.
 LG1338
 LG1338.Click photographs - Photos may exist for this station.
 LG1338
 LG1338.The dynamic height is computed by dividing the NAVD 88
 LG1338.geopotential number by the normal gravity value computed on the
 LG1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1338.degrees latitude (g = 980.6199 gals.).
 LG1338
 LG1338.The modeled gravity was interpolated from observed gravity values.
 LG1338
 LG1338;                    North         East    Units  Estimated Accuracy
 LG1338;SPC NE       -   104,097.9     808,309.9     MT  (+/- 3 meters HH1 GPS) 
 LG1338
 LG1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2390010197(NAD 83)
 LG1338
 LG1338                          SUPERSEDED SURVEY CONTROL
 LG1338
 LG1338.No superseded survey control is available for this station.
 LG1338
 LG1338_MARKER: F = FLANGE-ENCASED ROD
 LG1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1338_STAMPING: N 439 1991
 LG1338_MARK LOGO: NGS
 LG1338_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1338+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 LG1338_ROD/PIPE-DEPTH: 9.0 meters
 LG1338
 LG1338  HISTORY     - Date     Condition        Report By
 LG1338  HISTORY     - 1991     MONUMENTED       NGS
 LG1338  HISTORY     - 20200824 GOOD             NEGS
 LG1338
 LG1338                          STATION DESCRIPTION
 LG1338
 LG1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1338'16.3 KM (10.10 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1338'OF STATE HIGHWAY 50 IN SYRACUSE, 90.0 M (295.3 FT) NORTH OF THE
 LG1338'CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) EAST OF AND LEVEL WITH THE
 LG1338'CENTER OF A GRAVELED ROAD, 1.7 M (5.6 FT) NORTH OF A UTILITY POLE,
 LG1338'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 LG1338'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1338
 LG1338                          STATION RECOVERY (2020)
 LG1338
 LG1338'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1371 ***********************************************************************
 LG1371  DESIGNATION -  N 440
 LG1371  PID         -  LG1371
 LG1371  STATE/COUNTY-  NE/LANCASTER
 LG1371  COUNTRY     -  US
 LG1371  USGS QUAD   -  EMERALD (2017)
 LG1371
 LG1371                         *CURRENT SURVEY CONTROL
 LG1371  ______________________________________________________________________
 LG1371* NAD 83(1986) POSITION- 40 50 34.     (N) 096 45 15.     (W)   SCALED
 LG1371* NAVD 88 ORTHO HEIGHT -   355.407 (meters)     1166.03  (feet) ADJUSTED
 LG1371  ______________________________________________________________________
 LG1371  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 LG1371  DYNAMIC HEIGHT  -        355.245 (meters)     1165.50  (feet) COMP
 LG1371  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 LG1371
 LG1371  VERT ORDER      -  FIRST     CLASS II
 LG1371
 LG1371.This mark is at Lincoln Municipal Airport (LNK)
 LG1371
 LG1371.The horizontal coordinates were scaled from a map and have
 LG1371.an estimated accuracy of +/- 6 seconds.
 LG1371
 LG1371.The orthometric height was determined by differential leveling and
 LG1371.adjusted by the NATIONAL GEODETIC SURVEY
 LG1371.in May 1993.
 LG1371
 LG1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1371.GEOID18 height accuracy estimate available here.
 LG1371
 LG1371.Click photographs - Photos may exist for this station.
 LG1371
 LG1371.The dynamic height is computed by dividing the NAVD 88
 LG1371.geopotential number by the normal gravity value computed on the
 LG1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1371.degrees latitude (g = 980.6199 gals.).
 LG1371
 LG1371.The modeled gravity was interpolated from observed gravity values.
 LG1371
 LG1371;                    North         East    Units  Estimated Accuracy
 LG1371;SPC NE       -   117,210.      773,600.      MT  (+/- 180 meters Scaled)
 LG1371
 LG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL893237(NAD 83)
 LG1371
 LG1371                          SUPERSEDED SURVEY CONTROL
 LG1371
 LG1371.No superseded survey control is available for this station.
 LG1371
 LG1371_MARKER: I = METAL ROD
 LG1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1371_STAMPING: N 440 1992
 LG1371_MARK LOGO: NGS
 LG1371_PROJECTION: FLUSH
 LG1371_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1371+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2007
 LG1371_ROD/PIPE-DEPTH: 20.7 meters
 LG1371
 LG1371  HISTORY     - Date     Condition        Report By
 LG1371  HISTORY     - 1992     MONUMENTED       NGS
 LG1371  HISTORY     - 20020611 POOR             INDIV
 LG1371  HISTORY     - 20070328 GOOD             INDIV
 LG1371
 LG1371                          STATION DESCRIPTION
 LG1371
 LG1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1371'IN LINCOLN, AT THE INTERSECTION OF WEST ADAMS STREET AND THE ENTRANCE
 LG1371'ROAD TO THE NEBRASKA AIR NATIONAL GUARD, AT THE LINCOLN MUNICIPAL
 LG1371'AIRPORT, 70.3 M (230.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LG1371'WESTBOUND LANES OF THE STREET, 11.5 M (37.7 FT) SOUTH OF AND LEVEL
 LG1371'WITH THE CENTER OF A PAVED ROAD, 7.4 M (24.3 FT) WEST OF THE CENTER
 LG1371'OF THE ENTRANCE ROAD, 1.1 M (3.6 FT) SOUTH OF THE WEST CORNER OF A
 LG1371'SIGN BASE (AIR NATIONAL GUARD), AND 0.6 M (2.0 FT) NORTH OF A WITNESS
 LG1371'POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1371'THROUGH A 5-INCH LOGO CAP.
 LG1371
 LG1371                          STATION RECOVERY (2002)
 LG1371
 LG1371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FBS)
 LG1371'THE LEVEL LOOP BETWEEN LG1369 (H 440) AND  LG1370 (M 440) HAVE A
 LG1371'DIFFERENCE OF ONE-HUNDRETH OF A FOOT. THE LEVEL LOOP RAN THROUGH
 LG1371'LG1371 (N 440) AND THE ELEVATION IS LOWER THAN PUBLISHED. THE CURRENT
 LG1371'ELEVATION IS 1165.42 AND NOT THE 1166.03 AS PUBLISHED. THIS MONUMENT
 LG1371'NEEDS TO BE VERFIED.
 LG1371
 LG1371                          STATION RECOVERY (2007)
 LG1371
 LG1371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (LB)
 LG1371'NDOR CHECKED THIS BENCH MARK AGAIN IN 2007 FROM M440 NGS 1992 TO N440
 LG1371'AND BACK, WE ESTABLISHED OUR ELEVATION OF 1165.443 FEET, 0.588 FEET
 LG1371'LOWER THAN PUBLISHED ELEVATION, AND .023 FEET HIGHER THAN WHAT FBS
 LG1371'ESTABLISHED IN 2002.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0586 ***********************************************************************
 NO0586  DESIGNATION -  N 441
 NO0586  PID         -  NO0586
 NO0586  STATE/COUNTY-  NE/CHERRY
 NO0586  COUNTRY     -  US
 NO0586  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0586
 NO0586                         *CURRENT SURVEY CONTROL
 NO0586  ______________________________________________________________________
 NO0586* NAD 83(1986) POSITION- 42 56 27.     (N) 100 34 25.     (W)   SCALED
 NO0586* NAVD 88 ORTHO HEIGHT -   838.492 (meters)     2750.95  (feet) ADJUSTED
 NO0586  ______________________________________________________________________
 NO0586  GEOID HEIGHT    -        -21.999 (meters)                     GEOID18
 NO0586  DYNAMIC HEIGHT  -        838.160 (meters)     2749.86  (feet) COMP
 NO0586  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 NO0586
 NO0586  VERT ORDER      -  FIRST     CLASS II
 NO0586
 NO0586.The horizontal coordinates were scaled from a map and have
 NO0586.an estimated accuracy of +/- 6 seconds.
 NO0586
 NO0586.The orthometric height was determined by differential leveling and
 NO0586.adjusted by the NATIONAL GEODETIC SURVEY
 NO0586.in June 1994.
 NO0586
 NO0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0586.GEOID18 height accuracy estimate available here.
 NO0586
 NO0586.Click photographs - Photos may exist for this station.
 NO0586
 NO0586.The dynamic height is computed by dividing the NAVD 88
 NO0586.geopotential number by the normal gravity value computed on the
 NO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0586.degrees latitude (g = 980.6199 gals.).
 NO0586
 NO0586.The modeled gravity was interpolated from observed gravity values.
 NO0586
 NO0586;                    North         East    Units  Estimated Accuracy
 NO0586;SPC NE       -   345,200.      453,180.      MT  (+/- 180 meters Scaled)
 NO0586
 NO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN716554(NAD 83)
 NO0586
 NO0586                          SUPERSEDED SURVEY CONTROL
 NO0586
 NO0586.No superseded survey control is available for this station.
 NO0586
 NO0586_MARKER: I = METAL ROD
 NO0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0586_STAMPING: N 441 1992
 NO0586_MARK LOGO: NGS
 NO0586_PROJECTION: FLUSH
 NO0586_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0586+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 NO0586_ROD/PIPE-DEPTH: 6.7 meters
 NO0586
 NO0586  HISTORY     - Date     Condition        Report By
 NO0586  HISTORY     - 1992     MONUMENTED       NGS
 NO0586  HISTORY     - 20140930 GOOD             GEOCAC
 NO0586
 NO0586                          STATION DESCRIPTION
 NO0586
 NO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0586'7.3 KM (4.55 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0586'IN VALENTINE, 25.8 M (84.6 FT) WEST OF AND LEVEL WITH THE CENTERLINE
 NO0586'OF THE HIGHWAY, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF A GRAVELED
 NO0586'ROAD, 1.1 M (3.6 FT) SOUTH OF A FENCE CORNER, 0.7 M (2.3 FT) NORTH OF
 NO0586'A RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 NO0586'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0586
 NO0586                          STATION RECOVERY (2014)
 NO0586
 NO0586'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 NO0586'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3460 ***********************************************************************
 AI3460  DESIGNATION -  N 442
 AI3460  PID         -  AI3460
 AI3460  STATE/COUNTY-  NE/RED WILLOW
 AI3460  COUNTRY     -  US
 AI3460  USGS QUAD   -  MCCOOK WEST (2017)
 AI3460
 AI3460                         *CURRENT SURVEY CONTROL
 AI3460  ______________________________________________________________________
 AI3460* NAD 83(1986) POSITION- 40 09 49.     (N) 100 39 02.     (W)   SCALED
 AI3460* NAVD 88 ORTHO HEIGHT -   764.274 (meters)     2507.46  (feet) ADJUSTED
 AI3460  ______________________________________________________________________
 AI3460  GEOID HEIGHT    -        -24.025 (meters)                     GEOID18
 AI3460  DYNAMIC HEIGHT  -        763.759 (meters)     2505.77  (feet) COMP
 AI3460  MODELED GRAVITY -    979,927.3   (mgal)                       NAVD 88
 AI3460
 AI3460  VERT ORDER      -  SECOND    CLASS I
 AI3460
 AI3460.The horizontal coordinates were scaled from a map and have
 AI3460.an estimated accuracy of +/- 6 seconds.
 AI3460
 AI3460.The orthometric height was determined by differential leveling and
 AI3460.adjusted by the NATIONAL GEODETIC SURVEY
 AI3460.in July 2002.
 AI3460
 AI3460.No vertical observational check was made to the station.
 AI3460
 AI3460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3460.GEOID18 height accuracy estimate available here.
 AI3460
 AI3460.Click photographs - Photos may exist for this station.
 AI3460
 AI3460.The dynamic height is computed by dividing the NAVD 88
 AI3460.geopotential number by the normal gravity value computed on the
 AI3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3460.degrees latitude (g = 980.6199 gals.).
 AI3460
 AI3460.The modeled gravity was interpolated from observed gravity values.
 AI3460
 AI3460;                    North         East    Units  Estimated Accuracy
 AI3460;SPC NE       -    36,880.      444,580.      MT  (+/- 180 meters Scaled)
 AI3460
 AI3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK594472(NAD 83)
 AI3460
 AI3460                          SUPERSEDED SURVEY CONTROL
 AI3460
 AI3460.No superseded survey control is available for this station.
 AI3460
 AI3460_MARKER: F = FLANGE-ENCASED ROD
 AI3460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3460_STAMPING: N 442 1999
 AI3460_MARK LOGO: NGS
 AI3460_PROJECTION: FLUSH
 AI3460_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3460+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3460_ROD/PIPE-DEPTH: 18.9 meters
 AI3460_SLEEVE-DEPTH  : 0.9 meters
 AI3460
 AI3460  HISTORY     - Date     Condition        Report By
 AI3460  HISTORY     - 1999     MONUMENTED       NGS
 AI3460
 AI3460                          STATION DESCRIPTION
 AI3460
 AI3460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3460'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3460'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3460'ROAD, THENCE 3.7 KM (2.30 MI) SOUTHERLY ALONG A PAVED ROAD, 73.1 M
 AI3460'(239.8 FT) WEST OF THE ROAD CENTER, 9.3 M (30.5 FT) NORTH OF THE
 AI3460'CENTER OF A GRAVELED ROAD, 7.3 M (24.0 FT) EAST OF UTILITY POLE NUMBER
 AI3460'015729, 1.6 M (5.2 FT) SOUTH OF UTILITY POLE NUMBER 015729, 0.8 M (2.6
 AI3460'FT) ABOVE THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) SOUTHEAST OF THE
 AI3460'SOUTHWEST CORNER OF A FENCE ENCLOSING A SCHOOL, AND 0.3 M (1.0 FT)
 AI3460'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI3460'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI3460'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON COUNTY ROAD
 AI3460'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0521 ***********************************************************************
 LH0521  DESIGNATION -  N 5
 LH0521  PID         -  LH0521
 LH0521  STATE/COUNTY-  NE/BUFFALO
 LH0521  COUNTRY     -  US
 LH0521  USGS QUAD   -  KEARNEY (2017)
 LH0521
 LH0521                         *CURRENT SURVEY CONTROL
 LH0521  ______________________________________________________________________
 LH0521* NAD 83(1986) POSITION- 40 41 38.     (N) 099 05 40.     (W)   SCALED
 LH0521* NAVD 88 ORTHO HEIGHT -   656.853 (meters)     2155.03  (feet) ADJUSTED
 LH0521  ______________________________________________________________________
 LH0521  GEOID HEIGHT    -        -24.458 (meters)                     GEOID18
 LH0521  DYNAMIC HEIGHT  -        656.480 (meters)     2153.80  (feet) COMP
 LH0521  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 LH0521
 LH0521  VERT ORDER      -  FIRST     CLASS II
 LH0521
 LH0521.The horizontal coordinates were scaled from a map and have
 LH0521.an estimated accuracy of +/- 6 seconds.
 LH0521
 LH0521.The orthometric height was determined by differential leveling and
 LH0521.adjusted by the NATIONAL GEODETIC SURVEY
 LH0521.in June 1991.
 LH0521
 LH0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0521.GEOID18 height accuracy estimate available here.
 LH0521
 LH0521.Click photographs - Photos may exist for this station.
 LH0521
 LH0521.The dynamic height is computed by dividing the NAVD 88
 LH0521.geopotential number by the normal gravity value computed on the
 LH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0521.degrees latitude (g = 980.6199 gals.).
 LH0521
 LH0521.The modeled gravity was interpolated from observed gravity values.
 LH0521
 LH0521;                    North         East    Units  Estimated Accuracy
 LH0521;SPC NE       -    95,950.      576,520.      MT  (+/- 180 meters Scaled)
 LH0521
 LH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML920047(NAD 83)
 LH0521
 LH0521                          SUPERSEDED SURVEY CONTROL
 LH0521
 LH0521  NGVD 29 (??/??/92)  656.594  (m)         2154.18   (f) ADJ UNCH    1 2
 LH0521
 LH0521.Superseded values are not recommended for survey control.
 LH0521
 LH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0521.See file dsdata.pdf to determine how the superseded data were derived.
 LH0521
 LH0521_MARKER: DB = BENCH MARK DISK
 LH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0521_STAMPING: 2154.175 N 5 1933
 LH0521_MARK LOGO: CGS
 LH0521_PROJECTION: PROJECTING 8 CENTIMETERS
 LH0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0521+STABILITY: SURFACE MOTION
 LH0521
 LH0521  HISTORY     - Date     Condition        Report By
 LH0521  HISTORY     - 1933     MONUMENTED       CGS
 LH0521  HISTORY     - 1941     GOOD             CGS
 LH0521  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0521
 LH0521                          STATION DESCRIPTION
 LH0521
 LH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0521'0.7 MI W FROM KEARNEY.
 LH0521'0.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0521'AT KEARNEY, BUFFALO COUNTY, ABOUT 1,684 FEET EAST OF MILEPOST
 LH0521'190, AT THE NINTH AVENUE CROSSING, 33.7 FEET NORTH OF RAILROAD
 LH0521'STRUCTURE MARKER 189.68, 71 FEET SOUTH OF THE CENTER LINE OF A
 LH0521'GRAVEL ROAD PARALLELING THE TRACK, 42.4 FEET NORTH OF THE
 LH0521'NORTH RAIL OF THE NORTH MAIN TRACK, AND 38 FEET WEST OF THE
 LH0521'CENTER LINE OF NINTH AVENUE.  A STANDARD DISK, STAMPED 2154.175
 LH0521'N 5 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LH0521'3 INCHES ABOVE GROUND.
 LH0521
 LH0521                          STATION RECOVERY (1941)
 LH0521
 LH0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0521'RECOVERED IN GOOD CONDITION.
 LH0521
 LH0521                          STATION RECOVERY (1991)
 LH0521
 LH0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0521'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0114 ***********************************************************************
 MN0114  DESIGNATION -  N 51
 MN0114  PID         -  MN0114
 MN0114  STATE/COUNTY-  NE/MORRILL
 MN0114  COUNTRY     -  US
 MN0114  USGS QUAD   -  BROADWATER (2017)
 MN0114
 MN0114                         *CURRENT SURVEY CONTROL
 MN0114  ______________________________________________________________________
 MN0114* NAD 83(1986) POSITION- 41 35 59.     (N) 102 52 12.     (W)   SCALED
 MN0114* NAVD 88 ORTHO HEIGHT -  1097.027 (meters)     3599.16  (feet) ADJUSTED
 MN0114  ______________________________________________________________________
 MN0114  GEOID HEIGHT    -        -19.643 (meters)                     GEOID18
 MN0114  DYNAMIC HEIGHT  -       1096.340 (meters)     3596.91  (feet) COMP
 MN0114  MODELED GRAVITY -    979,959.0   (mgal)                       NAVD 88
 MN0114
 MN0114  VERT ORDER      -  SECOND    CLASS 0
 MN0114
 MN0114.The horizontal coordinates were scaled from a map and have
 MN0114.an estimated accuracy of +/- 6 seconds.
 MN0114
 MN0114.The orthometric height was determined by differential leveling and
 MN0114.adjusted by the NATIONAL GEODETIC SURVEY
 MN0114.in June 1991.
 MN0114
 MN0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0114.GEOID18 height accuracy estimate available here.
 MN0114
 MN0114.Click photographs - Photos may exist for this station.
 MN0114
 MN0114.The dynamic height is computed by dividing the NAVD 88
 MN0114.geopotential number by the normal gravity value computed on the
 MN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0114.degrees latitude (g = 980.6199 gals.).
 MN0114
 MN0114.The modeled gravity was interpolated from observed gravity values.
 MN0114
 MN0114;                    North         East    Units  Estimated Accuracy
 MN0114;SPC NE       -   200,080.      260,860.      MT  (+/- 180 meters Scaled)
 MN0114
 MN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG775075(NAD 83)
 MN0114
 MN0114                          SUPERSEDED SURVEY CONTROL
 MN0114
 MN0114  NGVD 29 (??/??/92) 1096.482  (m)         3597.37   (f) ADJ UNCH    2 0
 MN0114
 MN0114.Superseded values are not recommended for survey control.
 MN0114
 MN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0114.See file dsdata.pdf to determine how the superseded data were derived.
 MN0114
 MN0114_MARKER: DB = BENCH MARK DISK
 MN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0114_STAMPING: N 51 1934
 MN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0114+STABILITY: SURFACE MOTION
 MN0114
 MN0114  HISTORY     - Date     Condition        Report By
 MN0114  HISTORY     - 1934     MONUMENTED       CGS
 MN0114  HISTORY     - 1942     GOOD             CGS
 MN0114  HISTORY     - 20080222 MARK NOT FOUND   NEDR
 MN0114
 MN0114                          STATION DESCRIPTION
 MN0114
 MN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0114'0.8 MI W FROM BROADWATER.
 MN0114'ABOUT 0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0114'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 1/4 MILE WEST OF
 MN0114'MILEPOST 101, 161 FEET SOUTH OF THE CENTER LINE OF A ROAD
 MN0114'PARALLELING THE TRACK, 118 FEET WEST OF THE CENTER LINE OF A
 MN0114'ROAD CROSSING THE TRACK, 41 FEET SOUTH OF THE SOUTH RAIL, AND
 MN0114'10 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED N 51 1934
 MN0114'AND SET IN THE TOP OF A CONCRETE POST.
 MN0114
 MN0114                          STATION RECOVERY (1942)
 MN0114
 MN0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0114'RECOVERED IN GOOD CONDITION.
 MN0114
 MN0114                          STATION RECOVERY (2008)
 MN0114
 MN0114'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 MN0114'UNION PACIFIC RAIL ROAD HAS ADD A SECOND TRACK SOUTH OF EXISTING AND
 MN0114'SERVICE ROAD, ALL GROUND AROUND SITE HAS BEEN DISTURBED, NO EVIDENCE
 MN0114'OF DICK OR CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5259 ***********************************************************************
 DG5259  DESIGNATION -  N 51 RESET
 DG5259  PID         -  DG5259
 DG5259  STATE/COUNTY-  NE/MORRILL
 DG5259  COUNTRY     -  US
 DG5259  USGS QUAD   -  BROADWATER (2017)
 DG5259
 DG5259                         *CURRENT SURVEY CONTROL
 DG5259  ______________________________________________________________________
 DG5259* NAD 83(1986) POSITION- 41 35 59.     (N) 102 52 12.     (W)   SCALED
 DG5259* NAVD 88 ORTHO HEIGHT -  1100.37  (meters)     3610.1   (feet) RESET
 DG5259  ______________________________________________________________________
 DG5259  GEOID HEIGHT    -        -19.643 (meters)                     GEOID18
 DG5259  VERT ORDER      -  THIRD
 DG5259
 DG5259.The horizontal coordinates were scaled from a map and have
 DG5259.an estimated accuracy of +/- 6 seconds.
 DG5259
 DG5259.The orthometric height was computed from unverified reset data.
 DG5259
 DG5259.No vertical observational check was made to the station.
 DG5259
 DG5259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5259.GEOID18 height accuracy estimate available here.
 DG5259
 DG5259.Click photographs - Photos may exist for this station.
 DG5259
 DG5259;                    North         East    Units  Estimated Accuracy
 DG5259;SPC NE       -   200,080.      260,860.      MT  (+/- 180 meters Scaled)
 DG5259
 DG5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG775075(NAD 83)
 DG5259
 DG5259                          SUPERSEDED SURVEY CONTROL
 DG5259
 DG5259.No superseded survey control is available for this station.
 DG5259
 DG5259_MARKER: DV = VERTICAL CONTROL DISK
 DG5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5259_STAMPING: N 51 RESET 2002
 DG5259_MARK LOGO: NGS
 DG5259_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5259+STABILITY: SURFACE MOTION
 DG5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5259+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 DG5259
 DG5259  HISTORY     - Date     Condition        Report By
 DG5259  HISTORY     - 2002     MONUMENTED       NEDR
 DG5259  HISTORY     - 20080222 GOOD             NEDR
 DG5259
 DG5259                          STATION DESCRIPTION
 DG5259
 DG5259'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (LB)
 DG5259'FROM THE INTERSECTION OF HWY 26 AND MAIN STREET IN BROADWATER, GO
 DG5259'WESTERLY ON HWY 26 APPROXIMATELY 0.93 MILE TO BM.
 DG5259
 DG5259                          STATION RECOVERY (2008)
 DG5259
 DG5259'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 DG5259'FROM INTERSECTION OF HWY 26 AND MAIN STREET IN BROADWATER, GO WEST ON
 DG5259'HWY 26 .93 MILES, STATION IS 103 FEET NORTH OD CENTER LINE OF HWY 26,
 DG5259'16.5 FFET SOUTHEAST OF POWERPOLE, AND 11.5 FEET SOUTH OF SURVEY MARKER
 DG5259'IS FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0064 ***********************************************************************
 MN0064  DESIGNATION -  N 52
 MN0064  PID         -  MN0064
 MN0064  STATE/COUNTY-  NE/GARDEN
 MN0064  COUNTRY     -  US
 MN0064  USGS QUAD   -  RUTHTON (2017)
 MN0064
 MN0064                         *CURRENT SURVEY CONTROL
 MN0064  ______________________________________________________________________
 MN0064* NAD 83(1986) POSITION- 41 19 11.     (N) 102 06 31.     (W)   SCALED
 MN0064* NAVD 88 ORTHO HEIGHT -  1008.126 (meters)     3307.49  (feet) ADJUSTED
 MN0064  ______________________________________________________________________
 MN0064  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 MN0064  DYNAMIC HEIGHT  -       1007.502 (meters)     3305.45  (feet) COMP
 MN0064  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 MN0064
 MN0064  VERT ORDER      -  SECOND    CLASS 0
 MN0064
 MN0064.The horizontal coordinates were scaled from a map and have
 MN0064.an estimated accuracy of +/- 6 seconds.
 MN0064
 MN0064.The orthometric height was determined by differential leveling and
 MN0064.adjusted by the NATIONAL GEODETIC SURVEY
 MN0064.in June 1991.
 MN0064
 MN0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0064.GEOID18 height accuracy estimate available here.
 MN0064
 MN0064.Click photographs - Photos may exist for this station.
 MN0064
 MN0064.The dynamic height is computed by dividing the NAVD 88
 MN0064.geopotential number by the normal gravity value computed on the
 MN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0064.degrees latitude (g = 980.6199 gals.).
 MN0064
 MN0064.The modeled gravity was interpolated from observed gravity values.
 MN0064
 MN0064;                    North         East    Units  Estimated Accuracy
 MN0064;SPC NE       -   167,180.      323,530.      MT  (+/- 180 meters Scaled)
 MN0064
 MN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF420782(NAD 83)
 MN0064
 MN0064                          SUPERSEDED SURVEY CONTROL
 MN0064
 MN0064  NGVD 29 (??/??/92) 1007.651  (m)         3305.94   (f) ADJ UNCH    2 0
 MN0064
 MN0064.Superseded values are not recommended for survey control.
 MN0064
 MN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0064.See file dsdata.pdf to determine how the superseded data were derived.
 MN0064
 MN0064_MARKER: DB = BENCH MARK DISK
 MN0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0064_STAMPING: N 52 1934
 MN0064_MARK LOGO: CGS
 MN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0064+STABILITY: SURFACE MOTION
 MN0064
 MN0064  HISTORY     - Date     Condition        Report By
 MN0064  HISTORY     - 1934     MONUMENTED       CGS
 MN0064  HISTORY     - 1942     GOOD             CGS
 MN0064
 MN0064                          STATION DESCRIPTION
 MN0064
 MN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0064'2.2 MI E FROM LEWELLEN.
 MN0064'ABOUT 2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0064'STATION AT LEWELLEN, GARDEN COUNTY, ABOUT 0.1 MILE WEST OF
 MN0064'MILEPOST 57, AT CORMICK, AT THE SUGAR BEET DUMP STATION, 96
 MN0064'FEET SOUTHEAST OF THE CENTER OF THE UNLOADING PIT, 41 FEET SOUTH
 MN0064'OF THE SOUTH RAIL OF THE MAIN TRACK, AND 42 FEET NORTH OF THE
 MN0064'CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED N 52 1934
 MN0064'AND SET IN THE TOP OF A CONCRETE POST.
 MN0064
 MN0064                          STATION RECOVERY (1942)
 MN0064
 MN0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0046 ***********************************************************************
 MN0046  DESIGNATION -  N 53
 MN0046  PID         -  MN0046
 MN0046  STATE/COUNTY-  NE/GARDEN
 MN0046  COUNTRY     -  US
 MN0046  USGS QUAD   -  BARN BUTTE (2017)
 MN0046
 MN0046                         *CURRENT SURVEY CONTROL
 MN0046  ______________________________________________________________________
 MN0046* NAD 83(1986) POSITION- 41 21 09.     (N) 102 20 45.     (W)   SCALED
 MN0046* NAVD 88 ORTHO HEIGHT -  1069.473 (meters)     3508.76  (feet) ADJUSTED
 MN0046  ______________________________________________________________________
 MN0046  GEOID HEIGHT    -        -20.053 (meters)                     GEOID18
 MN0046  DYNAMIC HEIGHT  -       1068.804 (meters)     3506.57  (feet) COMP
 MN0046  MODELED GRAVITY -    979,960.7   (mgal)                       NAVD 88
 MN0046
 MN0046  VERT ORDER      -  SECOND    CLASS 0
 MN0046
 MN0046.The horizontal coordinates were scaled from a map and have
 MN0046.an estimated accuracy of +/- 6 seconds.
 MN0046
 MN0046.The orthometric height was determined by differential leveling and
 MN0046.adjusted by the NATIONAL GEODETIC SURVEY
 MN0046.in June 1991.
 MN0046
 MN0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0046.GEOID18 height accuracy estimate available here.
 MN0046
 MN0046.Click photographs - Photos may exist for this station.
 MN0046
 MN0046.The dynamic height is computed by dividing the NAVD 88
 MN0046.geopotential number by the normal gravity value computed on the
 MN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0046.degrees latitude (g = 980.6199 gals.).
 MN0046
 MN0046.The modeled gravity was interpolated from observed gravity values.
 MN0046
 MN0046;                    North         East    Units  Estimated Accuracy
 MN0046;SPC NE       -   171,330.      303,780.      MT  (+/- 180 meters Scaled)
 MN0046
 MN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220812(NAD 83)
 MN0046
 MN0046                          SUPERSEDED SURVEY CONTROL
 MN0046
 MN0046  NGVD 29 (??/??/92) 1068.973  (m)         3507.12   (f) ADJ UNCH    2 0
 MN0046
 MN0046.Superseded values are not recommended for survey control.
 MN0046
 MN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0046.See file dsdata.pdf to determine how the superseded data were derived.
 MN0046
 MN0046_MARKER: DB = BENCH MARK DISK
 MN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0046_STAMPING: N 53 1934
 MN0046_MARK LOGO: CGS
 MN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0046+STABILITY: SURFACE MOTION
 MN0046
 MN0046  HISTORY     - Date     Condition        Report By
 MN0046  HISTORY     - 1934     MONUMENTED       CGS
 MN0046  HISTORY     - 1964     GOOD             CGS
 MN0046
 MN0046                          STATION DESCRIPTION
 MN0046
 MN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0046'4 MI S FROM OSHKAOK.
 MN0046'TO REACH THIS BENCH MARK FROM THE PLATTE RIVER BRIDGE WHICH IS
 MN0046'ABOUT 2 MILES SOUTH OF THE COURTHOUSE IN OSHKOSK, GO SOUTH ON
 MN0046'STATE HIGHWAY 27 FOR 1.2 MILES TO A GRAVEL ROAD RIGHT WHERE NEW
 MN0046'STATE HIGHWAY 27 CURVES TO THE LEFT OR EAST.  CONTINUE SOUTH ON
 MN0046'GRAVEL ROAD FOR 0.1 MILE TO WHERE GRAVEL ROAD TURNS SHARP RIGHT
 MN0046'AND A GATE STRAIGHT AHEAD.  PASS THRU GATE AND FOLLOW OLD ABANDONED
 MN0046'HIGHWAY UP THRU THE HILLS FOR 0.7 MILE TO THE MARK ON THE RIGHT AS
 MN0046'DESCRIBED.  NOTE-- IT IS LOCATED ALONG AN OLD STRETCH OF HIGHWAY
 MN0046'27 WHICH HAS BEEN ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0290 ***********************************************************************
 MN0290  DESIGNATION -  N 54
 MN0290  PID         -  MN0290
 MN0290  STATE/COUNTY-  NE/BANNER
 MN0290  COUNTRY     -  US
 MN0290  USGS QUAD   -  HARRISBURG (2017)
 MN0290
 MN0290                         *CURRENT SURVEY CONTROL
 MN0290  ______________________________________________________________________
 MN0290* NAD 83(1986) POSITION- 41 34 04.     (N) 103 42 34.     (W)   SCALED
 MN0290* NAVD 88 ORTHO HEIGHT -  1365.305 (meters)     4479.34  (feet) ADJUSTED
 MN0290  ______________________________________________________________________
 MN0290  GEOID HEIGHT    -        -19.045 (meters)                     GEOID18
 MN0290  DYNAMIC HEIGHT  -       1364.317 (meters)     4476.10  (feet) COMP
 MN0290  MODELED GRAVITY -    979,852.5   (mgal)                       NAVD 88
 MN0290
 MN0290  VERT ORDER      -  SECOND    CLASS 0
 MN0290
 MN0290.The horizontal coordinates were scaled from a map and have
 MN0290.an estimated accuracy of +/- 6 seconds.
 MN0290
 MN0290.The orthometric height was determined by differential leveling and
 MN0290.adjusted by the NATIONAL GEODETIC SURVEY
 MN0290.in June 1991.
 MN0290
 MN0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0290.GEOID18 height accuracy estimate available here.
 MN0290
 MN0290.Click photographs - Photos may exist for this station.
 MN0290
 MN0290.The dynamic height is computed by dividing the NAVD 88
 MN0290.geopotential number by the normal gravity value computed on the
 MN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0290.degrees latitude (g = 980.6199 gals.).
 MN0290
 MN0290.The modeled gravity was interpolated from observed gravity values.
 MN0290
 MN0290;                    North         East    Units  Estimated Accuracy
 MN0290;SPC NE       -   199,200.      190,800.      MT  (+/- 180 meters Scaled)
 MN0290
 MN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG076025(NAD 83)
 MN0290
 MN0290                          SUPERSEDED SURVEY CONTROL
 MN0290
 MN0290  NGVD 29 (??/??/92) 1364.598  (m)         4477.02   (f) ADJ UNCH    2 0
 MN0290
 MN0290.Superseded values are not recommended for survey control.
 MN0290
 MN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0290.See file dsdata.pdf to determine how the superseded data were derived.
 MN0290
 MN0290_MARKER: DB = BENCH MARK DISK
 MN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0290_STAMPING: N 54 1934
 MN0290_MARK LOGO: CGS
 MN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0290+STABILITY: SURFACE MOTION
 MN0290
 MN0290  HISTORY     - Date     Condition        Report By
 MN0290  HISTORY     - 1934     MONUMENTED       CGS
 MN0290  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0290
 MN0290                          STATION DESCRIPTION
 MN0290
 MN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0290'2.2 MI NE FROM HARRISBURG.
 MN0290'2.2 MILES NORTHEAST OF COURTHOUSE BY HIGHWAY.  ALONG STATE
 MN0290'HIGHWAY NO. 29 BETWEEN GERING, NEBRASKA AND KIMBALL, NEBRASKA,
 MN0290'34 FEET SOUTH OF CENTERLINE OF HIGHWAY, 1 FOOT SOUTH OF RIGHT
 MN0290'OF WAY FENCE, AT FOOT OF HILL ABOUT 500 FEET NORTH OF KNOLL
 MN0290'IN FIELD.
 MN0290
 MN0290                          STATION RECOVERY (1974)
 MN0290
 MN0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0192 ***********************************************************************
 MN0192  DESIGNATION -  N 55
 MN0192  PID         -  MN0192
 MN0192  STATE/COUNTY-  NE/MORRILL
 MN0192  COUNTRY     -  US
 MN0192  USGS QUAD   -  REDINGTON (2017)
 MN0192
 MN0192                         *CURRENT SURVEY CONTROL
 MN0192  ______________________________________________________________________
 MN0192* NAD 83(1986) POSITION- 41 35 04.     (N) 103 19 48.     (W)   SCALED
 MN0192* NAVD 88 ORTHO HEIGHT -  1192.432 (meters)     3912.17  (feet) ADJUSTED
 MN0192  ______________________________________________________________________
 MN0192  GEOID HEIGHT    -        -19.475 (meters)                     GEOID18
 MN0192  DYNAMIC HEIGHT  -       1191.642 (meters)     3909.58  (feet) COMP
 MN0192  MODELED GRAVITY -    979,920.0   (mgal)                       NAVD 88
 MN0192
 MN0192  VERT ORDER      -  SECOND    CLASS 0
 MN0192
 MN0192.The horizontal coordinates were scaled from a map and have
 MN0192.an estimated accuracy of +/- 6 seconds.
 MN0192
 MN0192.The orthometric height was determined by differential leveling and
 MN0192.adjusted by the NATIONAL GEODETIC SURVEY
 MN0192.in June 1991.
 MN0192
 MN0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0192.GEOID18 height accuracy estimate available here.
 MN0192
 MN0192.Click photographs - Photos may exist for this station.
 MN0192
 MN0192.The dynamic height is computed by dividing the NAVD 88
 MN0192.geopotential number by the normal gravity value computed on the
 MN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0192.degrees latitude (g = 980.6199 gals.).
 MN0192
 MN0192.The modeled gravity was interpolated from observed gravity values.
 MN0192
 MN0192;                    North         East    Units  Estimated Accuracy
 MN0192;SPC NE       -   199,760.      222,480.      MT  (+/- 180 meters Scaled)
 MN0192
 MN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG392049(NAD 83)
 MN0192
 MN0192                          SUPERSEDED SURVEY CONTROL
 MN0192
 MN0192  NGVD 29 (??/??/92) 1191.825  (m)         3910.18   (f) ADJ UNCH    2 0
 MN0192
 MN0192.Superseded values are not recommended for survey control.
 MN0192
 MN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0192.See file dsdata.pdf to determine how the superseded data were derived.
 MN0192
 MN0192_MARKER: DB = BENCH MARK DISK
 MN0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0192_STAMPING: N 55 1934
 MN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0192+STABILITY: SURFACE MOTION
 MN0192
 MN0192  HISTORY     - Date     Condition        Report By
 MN0192  HISTORY     - 1934     MONUMENTED       CGS
 MN0192  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0192
 MN0192                          STATION DESCRIPTION
 MN0192
 MN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0192'3 MI W FROM REDINGTON.
 MN0192'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0192'AT REDINGTON, MORRILL COUNTY, ABOUT 300 FEET NORTHWEST OF THE
 MN0192'NORTHWEST CORNER OF THE WOODEN BRIDGE OVER PUMKIN CREEK, AT THE
 MN0192'WEST ONE OF A SERIES OF CURVES AND BRIDGES, 78 FEET NORTH OF THE
 MN0192'CENTER LINE OF THE HIGHWAY, 26 FEET WEST OF A NORTH-AND-SOUTH
 MN0192'FENCE LINE, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0192'DISK, STAMPED N 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0192
 MN0192                          STATION RECOVERY (1972)
 MN0192
 MN0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0852 ***********************************************************************
 ML0852  DESIGNATION -  N 56
 ML0852  PID         -  ML0852
 ML0852  STATE/COUNTY-  NE/CUSTER
 ML0852  COUNTRY     -  US
 ML0852  USGS QUAD   -  ANSELMO NW (2017)
 ML0852
 ML0852                         *CURRENT SURVEY CONTROL
 ML0852  ______________________________________________________________________
 ML0852* NAD 83(1986) POSITION- 41 40 05.     (N) 099 55 12.     (W)   SCALED
 ML0852* NAVD 88 ORTHO HEIGHT -   816.228 (meters)     2677.91  (feet) ADJUSTED
 ML0852  ______________________________________________________________________
 ML0852  GEOID HEIGHT    -        -22.311 (meters)                     GEOID18
 ML0852  DYNAMIC HEIGHT  -        815.809 (meters)     2676.53  (feet) COMP
 ML0852  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 ML0852
 ML0852  VERT ORDER      -  SECOND    CLASS 0
 ML0852
 ML0852.The horizontal coordinates were scaled from a map and have
 ML0852.an estimated accuracy of +/- 6 seconds.
 ML0852
 ML0852.The orthometric height was determined by differential leveling and
 ML0852.adjusted by the NATIONAL GEODETIC SURVEY
 ML0852.in June 1991.
 ML0852
 ML0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0852.GEOID18 height accuracy estimate available here.
 ML0852
 ML0852.Click photographs - Photos may exist for this station.
 ML0852
 ML0852.The dynamic height is computed by dividing the NAVD 88
 ML0852.geopotential number by the normal gravity value computed on the
 ML0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0852.degrees latitude (g = 980.6199 gals.).
 ML0852
 ML0852.The modeled gravity was interpolated from observed gravity values.
 ML0852
 ML0852;                    North         East    Units  Estimated Accuracy
 ML0852;SPC NE       -   203,700.      506,660.      MT  (+/- 180 meters Scaled)
 ML0852
 ML0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM234133(NAD 83)
 ML0852
 ML0852                          SUPERSEDED SURVEY CONTROL
 ML0852
 ML0852  NGVD 29 (??/??/92)  815.943  (m)         2676.97   (f) ADJ UNCH    2 0
 ML0852
 ML0852.Superseded values are not recommended for survey control.
 ML0852
 ML0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0852.See file dsdata.pdf to determine how the superseded data were derived.
 ML0852
 ML0852_MARKER: DB = BENCH MARK DISK
 ML0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0852_STAMPING: N 56 1934
 ML0852_MARK LOGO: CGS
 ML0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0852+STABILITY: SURFACE MOTION
 ML0852
 ML0852  HISTORY     - Date     Condition        Report By
 ML0852  HISTORY     - 1934     MONUMENTED       CGS
 ML0852  HISTORY     - 1939     GOOD             CGS
 ML0852  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0852
 ML0852                          STATION DESCRIPTION
 ML0852
 ML0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0852'4.4 MI NW FROM ANSELMO.
 ML0852'4.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0852'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 3 1/2
 ML0852'POLES NORTHWEST OF MILEPOST 200, 84 FEET NORTHEAST OF THE
 ML0852'CENTERLINE OF STATE HIGHWAY 2, 31 FEET NORTHWEST OF A SIDING
 ML0852'SWITCH, AND 46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0852'MAIN TRACK.  A STANDARD DISK, STAMPED N 56 1934 AND SET IN
 ML0852'THE TOP OF A CONCRETE POST.
 ML0852
 ML0852                          STATION RECOVERY (2021)
 ML0852
 ML0852'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0852'SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0398 ***********************************************************************
 NP0398  DESIGNATION -  N 57
 NP0398  PID         -  NP0398
 NP0398  STATE/COUNTY-  NE/BOX BUTTE
 NP0398  COUNTRY     -  US
 NP0398  USGS QUAD   -  NONPAREIL (2017)
 NP0398
 NP0398                         *CURRENT SURVEY CONTROL
 NP0398  ______________________________________________________________________
 NP0398* NAD 83(1986) POSITION- 42 19 18.     (N) 103 09 02.     (W)   SCALED
 NP0398* NAVD 88 ORTHO HEIGHT -  1320.933 (meters)     4333.76  (feet) POSTED
 NP0398  ______________________________________________________________________
 NP0398  GEOID HEIGHT    -        -18.250 (meters)                     GEOID18
 NP0398  DYNAMIC HEIGHT  -       1320.15  (meters)     4331.2   (feet) COMP
 NP0398  MODELED GRAVITY -    979,979.2   (mgal)                       NAVD 88
 NP0398
 NP0398  VERT ORDER      -  * POSTED, SEE BELOW
 NP0398
 NP0398.The horizontal coordinates were scaled from a map and have
 NP0398.an estimated accuracy of +/- 6 seconds.
 NP0398
 NP0398.The orthometric height was determined by differential leveling
 NP0398.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0398
 NP0398.* This is a POSTED BENCH MARK height.
 NP0398
 NP0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0398.GEOID18 height accuracy estimate available here.
 NP0398
 NP0398.Click photographs - Photos may exist for this station.
 NP0398
 NP0398.The dynamic height is computed by dividing the NAVD 88
 NP0398.geopotential number by the normal gravity value computed on the
 NP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0398.degrees latitude (g = 980.6199 gals.).
 NP0398
 NP0398.The modeled gravity was interpolated from observed gravity values.
 NP0398
 NP0398;                    North         East    Units  Estimated Accuracy
 NP0398;SPC NE       -   281,010.      240,410.      MT  (+/- 180 meters Scaled)
 NP0398
 NP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG523871(NAD 83)
 NP0398
 NP0398                          SUPERSEDED SURVEY CONTROL
 NP0398
 NP0398  NGVD 29 (??/??/92) 1320.286  (m)         4331.64   (f) ADJ UNCH    2 0
 NP0398
 NP0398.Superseded values are not recommended for survey control.
 NP0398
 NP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0398.See file dsdata.pdf to determine how the superseded data were derived.
 NP0398
 NP0398_MARKER: DB = BENCH MARK DISK
 NP0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0398_STAMPING: N 57 1934
 NP0398_MARK LOGO: CGS
 NP0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0398+STABILITY: SURFACE MOTION
 NP0398
 NP0398  HISTORY     - Date     Condition        Report By
 NP0398  HISTORY     - 1934     MONUMENTED       CGS
 NP0398  HISTORY     - 1938     GOOD             CGS
 NP0398
 NP0398                          STATION DESCRIPTION
 NP0398
 NP0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0398'4 MI W FROM HEMINGFORD.
 NP0398'4.0 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO. 2, 35.5 FEET
 NP0398'NORTH OF CENTERLINE OF HIGHWAY, 39.5 FEET NORTHEAST CENTERLINE OF
 NP0398'HIGHWAY NO. 2 AND COUNTY ROAD RUNNING TO SOUTH, 5 FEET EAST
 NP0398'TELEPHONE POLE.
 NP0398
 NP0398                          STATION RECOVERY (1938)
 NP0398
 NP0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NP0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0762 ***********************************************************************
 NP0762  DESIGNATION -  N 57 RESET
 NP0762  PID         -  NP0762
 NP0762  STATE/COUNTY-  NE/BOX BUTTE
 NP0762  COUNTRY     -  US
 NP0762  USGS QUAD   -  NONPAREIL (2017)
 NP0762
 NP0762                         *CURRENT SURVEY CONTROL
 NP0762  ______________________________________________________________________
 NP0762* NAD 83(1986) POSITION- 42 19 17.     (N) 103 09 04.     (W)   SCALED
 NP0762* NAVD 88 ORTHO HEIGHT -  1320.86  (+/-2cm)     4333.5   (feet) VERTCON
 NP0762  ______________________________________________________________________
 NP0762  GEOID HEIGHT    -        -18.250 (meters)                     GEOID18
 NP0762  VERT ORDER      -  THIRD (See Below)
 NP0762
 NP0762.The horizontal coordinates were scaled from a map and have
 NP0762.an estimated accuracy of +/- 6 seconds.
 NP0762
 NP0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0762
 NP0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0762.GEOID18 height accuracy estimate available here.
 NP0762
 NP0762.The vertical order pertains to the NGVD 29 superseded value.
 NP0762
 NP0762.Click photographs - Photos may exist for this station.
 NP0762
 NP0762;                    North         East    Units  Estimated Accuracy
 NP0762;SPC NE       -   280,980.      240,370.      MT  (+/- 180 meters Scaled)
 NP0762
 NP0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG523871(NAD 83)
 NP0762
 NP0762                          SUPERSEDED SURVEY CONTROL
 NP0762
 NP0762  NGVD 29 (01/31/13) 1320.21   (m)         4331.4    (f) RESET       3  
 NP0762
 NP0762.Superseded values are not recommended for survey control.
 NP0762
 NP0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0762.See file dsdata.pdf to determine how the superseded data were derived.
 NP0762
 NP0762_MARKER: DV = VERTICAL CONTROL DISK
 NP0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0762_STAMPING: N 57 RESET 1988
 NP0762_MARK LOGO: NGS
 NP0762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0762+STABILITY: SURFACE MOTION
 NP0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0762+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0762
 NP0762  HISTORY     - Date     Condition        Report By
 NP0762  HISTORY     - 1988     MONUMENTED       NEDR
 NP0762
 NP0762                          STATION DESCRIPTION
 NP0762
 NP0762'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0762'ABOUT 4.0 MILES WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY OF
 NP0762'STATE HIGHWAY 2, JUST EAST OF A FIELD ENTRANCE AND IN THE SW1/4,
 NP0762'SEC10, T27N, R50W, FROM THE POST OFFICE IN HEMINGFORD GO WEST ON
 NP0762'STATE HIGHWAY 2 FOR 4.0 MI (6.4 KM) TO THE MARK ON THE RIGHT.  THE
 NP0762'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 NP0762'ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 60.0 FT (18.3
 NP0762'M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 25.8 FT (7.9 M)
 NP0762'SOUTHWEST FROM A FENCE CORNER POST, 12.8 FT (3.9 M) WEST FROM A POWER
 NP0762'POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0417 ***********************************************************************
 NP0417  DESIGNATION -  N 58
 NP0417  PID         -  NP0417
 NP0417  STATE/COUNTY-  NE/SIOUX
 NP0417  COUNTRY     -  US
 NP0417  USGS QUAD   -  MOUNT EDNA (2017)
 NP0417
 NP0417                         *CURRENT SURVEY CONTROL
 NP0417  ______________________________________________________________________
 NP0417* NAD 83(1986) POSITION- 42 15 45.     (N) 103 46 40.     (W)   SCALED
 NP0417* NAVD 88 ORTHO HEIGHT -  1454.382 (meters)     4771.58  (feet) POSTED
 NP0417  ______________________________________________________________________
 NP0417  GEOID HEIGHT    -        -17.726 (meters)                     GEOID18
 NP0417  DYNAMIC HEIGHT  -       1453.43  (meters)     4768.5   (feet) COMP
 NP0417  MODELED GRAVITY -    979,916.9   (mgal)                       NAVD 88
 NP0417
 NP0417  VERT ORDER      -  * POSTED, SEE BELOW
 NP0417
 NP0417.The horizontal coordinates were scaled from a map and have
 NP0417.an estimated accuracy of +/- 6 seconds.
 NP0417
 NP0417.The orthometric height was determined by differential leveling
 NP0417.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0417
 NP0417.* This is a POSTED BENCH MARK height.
 NP0417
 NP0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0417.GEOID18 height accuracy estimate available here.
 NP0417
 NP0417.Click photographs - Photos may exist for this station.
 NP0417
 NP0417.The dynamic height is computed by dividing the NAVD 88
 NP0417.geopotential number by the normal gravity value computed on the
 NP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0417.degrees latitude (g = 980.6199 gals.).
 NP0417
 NP0417.The modeled gravity was interpolated from observed gravity values.
 NP0417
 NP0417;                    North         East    Units  Estimated Accuracy
 NP0417;SPC NE       -   276,510.      188,480.      MT  (+/- 180 meters Scaled)
 NP0417
 NP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG008796(NAD 83)
 NP0417
 NP0417                          SUPERSEDED SURVEY CONTROL
 NP0417
 NP0417  NGVD 29 (??/??/92) 1453.611  (m)         4769.06   (f) ADJ UNCH    2 0
 NP0417
 NP0417.Superseded values are not recommended for survey control.
 NP0417
 NP0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0417.See file dsdata.pdf to determine how the superseded data were derived.
 NP0417
 NP0417_MARKER: DB = BENCH MARK DISK
 NP0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0417_STAMPING: N 58 1934
 NP0417_MARK LOGO: CGS
 NP0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0417+STABILITY: SURFACE MOTION
 NP0417
 NP0417  HISTORY     - Date     Condition        Report By
 NP0417  HISTORY     - 1934     MONUMENTED       CGS
 NP0417  HISTORY     - 1974     GOOD             USGS
 NP0417
 NP0417                          STATION DESCRIPTION
 NP0417
 NP0417'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0417'23 MI N FROM MITCHELL.
 NP0417'23.0 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL, 0.9
 NP0417'MI. NORTH OF THE INTERSECTION OF THE HWY. AND A COUNTY ROAD.  THE
 NP0417'BENCHMARK IS 0.1 MI. EAST OF THE HWY., ABOUT 30 FEET EAST OF THE
 NP0417'OLD ROAD, 176 FEET WEST OF A FENCE CORNER AND 4 FEET SOUTH OF AN
 NP0417'EAST-WEST FENCE.  A STANDARD DISK, STAMPED N 58 1934 AND SET IN THE
 NP0417'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0104 ***********************************************************************
 MN0104  DESIGNATION -  N 59
 MN0104  PID         -  MN0104
 MN0104  STATE/COUNTY-  NE/CHEYENNE
 MN0104  COUNTRY     -  US
 MN0104  USGS QUAD   -  SUNOL (2017)
 MN0104
 MN0104                         *CURRENT SURVEY CONTROL
 MN0104  ______________________________________________________________________
 MN0104* NAD 83(1986) POSITION- 41 09 12.     (N) 102 50 05.     (W)   SCALED
 MN0104* NAVD 88 ORTHO HEIGHT -  1214.713 (meters)     3985.27  (feet) ADJUSTED
 MN0104  ______________________________________________________________________
 MN0104  GEOID HEIGHT    -        -19.907 (meters)                     GEOID18
 MN0104  DYNAMIC HEIGHT  -       1213.870 (meters)     3982.51  (feet) COMP
 MN0104  MODELED GRAVITY -    979,888.0   (mgal)                       NAVD 88
 MN0104
 MN0104  VERT ORDER      -  SECOND    CLASS 0
 MN0104
 MN0104.The horizontal coordinates were scaled from a map and have
 MN0104.an estimated accuracy of +/- 6 seconds.
 MN0104
 MN0104.The orthometric height was determined by differential leveling and
 MN0104.adjusted by the NATIONAL GEODETIC SURVEY
 MN0104.in June 1991.
 MN0104
 MN0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0104.GEOID18 height accuracy estimate available here.
 MN0104
 MN0104.Click photographs - Photos may exist for this station.
 MN0104
 MN0104.The dynamic height is computed by dividing the NAVD 88
 MN0104.geopotential number by the normal gravity value computed on the
 MN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0104.degrees latitude (g = 980.6199 gals.).
 MN0104
 MN0104.The modeled gravity was interpolated from observed gravity values.
 MN0104
 MN0104;                    North         East    Units  Estimated Accuracy
 MN0104;SPC NE       -   150,450.      262,170.      MT  (+/- 180 meters Scaled)
 MN0104
 MN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF816580(NAD 83)
 MN0104
 MN0104                          SUPERSEDED SURVEY CONTROL
 MN0104
 MN0104  NGVD 29 (??/??/92) 1214.142  (m)         3983.40   (f) ADJ UNCH    2 0
 MN0104
 MN0104.Superseded values are not recommended for survey control.
 MN0104
 MN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0104.See file dsdata.pdf to determine how the superseded data were derived.
 MN0104
 MN0104_MARKER: DB = BENCH MARK DISK
 MN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0104_STAMPING: N 59 1934
 MN0104_MARK LOGO: CGS
 MN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0104+STABILITY: SURFACE MOTION
 MN0104
 MN0104  HISTORY     - Date     Condition        Report By
 MN0104  HISTORY     - 1934     MONUMENTED       CGS
 MN0104  HISTORY     - 1941     GOOD             CGS
 MN0104
 MN0104                          STATION DESCRIPTION
 MN0104
 MN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0104'1 MI E FROM COLTON.
 MN0104'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0104'AT COLTON, CHEYENNE COUNTY, 3 POLES WEST OF MILEPOST 400, 200
 MN0104'YARDS SOUTH OF A FARMHOUSE, 81 FEET SOUTH OF THE SOUTH RAIL
 MN0104'OF THE SOUTH DOUBLE TRACK, 75 FEET WEST OF A FARM-ROAD CROSSING,
 MN0104'23 FEET SOUTHWEST OF A DOUBLE POLE, AND 4 FEET NORTH OF A
 MN0104'FENCE.  A STANDARD DISK, STAMPED N 59 1934 AND SET IN THE TOP
 MN0104'OF A CONCRETE POST.
 MN0104
 MN0104                          STATION RECOVERY (1941)
 MN0104
 MN0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0007 ***********************************************************************
 LJ0007  DESIGNATION -  N 6
 LJ0007  PID         -  LJ0007
 LJ0007  STATE/COUNTY-  NE/DAWSON
 LJ0007  COUNTRY     -  US
 LJ0007  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0007
 LJ0007                         *CURRENT SURVEY CONTROL
 LJ0007  ______________________________________________________________________
 LJ0007* NAD 83(1986) POSITION- 40 54 01.     (N) 100 06 08.     (W)   SCALED
 LJ0007* NAVD 88 ORTHO HEIGHT -   774.485 (meters)     2540.96  (feet) ADJUSTED
 LJ0007  ______________________________________________________________________
 LJ0007  GEOID HEIGHT    -        -23.212 (meters)                     GEOID18
 LJ0007  DYNAMIC HEIGHT  -        774.027 (meters)     2539.45  (feet) COMP
 LJ0007  MODELED GRAVITY -    980,007.7   (mgal)                       NAVD 88
 LJ0007
 LJ0007  VERT ORDER      -  FIRST     CLASS II
 LJ0007
 LJ0007.The horizontal coordinates were scaled from a map and have
 LJ0007.an estimated accuracy of +/- 6 seconds.
 LJ0007
 LJ0007.The orthometric height was determined by differential leveling and
 LJ0007.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0007.in June 1991.
 LJ0007
 LJ0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0007.GEOID18 height accuracy estimate available here.
 LJ0007
 LJ0007.Click photographs - Photos may exist for this station.
 LJ0007
 LJ0007.The dynamic height is computed by dividing the NAVD 88
 LJ0007.geopotential number by the normal gravity value computed on the
 LJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0007.degrees latitude (g = 980.6199 gals.).
 LJ0007
 LJ0007.The modeled gravity was interpolated from observed gravity values.
 LJ0007
 LJ0007;                    North         East    Units  Estimated Accuracy
 LJ0007;SPC NE       -   118,470.      491,390.      MT  (+/- 180 meters Scaled)
 LJ0007
 LJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML071282(NAD 83)
 LJ0007
 LJ0007                          SUPERSEDED SURVEY CONTROL
 LJ0007
 LJ0007  NGVD 29 (??/??/92)  774.194  (m)         2540.00   (f) ADJ UNCH    1 2
 LJ0007
 LJ0007.Superseded values are not recommended for survey control.
 LJ0007
 LJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0007.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0007
 LJ0007_MARKER: DB = BENCH MARK DISK
 LJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0007_STAMPING: N 6 1933 2540.001
 LJ0007_MARK LOGO: CGS
 LJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0007+STABILITY: SURFACE MOTION
 LJ0007
 LJ0007  HISTORY     - Date     Condition        Report By
 LJ0007  HISTORY     - 1933     MONUMENTED       CGS
 LJ0007  HISTORY     - 1950     GOOD             CGS
 LJ0007  HISTORY     - 1972     POOR             NGS
 LJ0007  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0007
 LJ0007                          STATION DESCRIPTION
 LJ0007
 LJ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0007'3.8 MI SE FROM GOTHENBURG.
 LJ0007'ABOUT 3.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0007'GOTHENBURG, DAWSON COUNTY, ABOUT 6 POLES NORTHWEST OF MILEPOST
 LJ0007'245, AT A PRIVATE-ROAD CROSSING, ABOUT 80 FEET SOUTH OF THE
 LJ0007'CENTER LINE OF U.S. HIGHWAY 30, 44.7 FEET NORTH OF THE NORTH
 LJ0007'RAIL OF THE NORTH MAIN TRACK, 24 FEET EAST OF THE CENTERLINE
 LJ0007'OF THE ROAD, AND 3.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LJ0007'A STANDARD DISK, STAMPED 2540.001 N 6 1933 AND SET IN THE TOP
 LJ0007'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 LJ0007
 LJ0007                          STATION RECOVERY (1972)
 LJ0007
 LJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LJ0007'MARK RECOVERED IN POOR CONDITION.
 LJ0007
 LJ0007                          STATION RECOVERY (1986)
 LJ0007
 LJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0007'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0766 ***********************************************************************
 ML0766  DESIGNATION -  N 60 RESET
 ML0766  PID         -  ML0766
 ML0766  STATE/COUNTY-  NE/CUSTER
 ML0766  COUNTRY     -  US
 ML0766  USGS QUAD   -  OCONTO (2017)
 ML0766
 ML0766                         *CURRENT SURVEY CONTROL
 ML0766  ______________________________________________________________________
 ML0766* NAD 83(1986) POSITION- 41 07 48.     (N) 099 45 35.     (W)   SCALED
 ML0766* NAVD 88 ORTHO HEIGHT -   785.77  (meters)     2578.0   (feet) RESET
 ML0766  ______________________________________________________________________
 ML0766  GEOID HEIGHT    -        -23.136 (meters)                     GEOID18
 ML0766  VERT ORDER      -  THIRD
 ML0766
 ML0766.The horizontal coordinates were scaled from a map and have
 ML0766.an estimated accuracy of +/- 6 seconds.
 ML0766
 ML0766.The orthometric height was computed from unverified reset data.
 ML0766
 ML0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0766.GEOID18 height accuracy estimate available here.
 ML0766
 ML0766.Click photographs - Photos may exist for this station.
 ML0766
 ML0766;                    North         East    Units  Estimated Accuracy
 ML0766;SPC NE       -   143,990.      520,170.      MT  (+/- 180 meters Scaled)
 ML0766
 ML0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML362534(NAD 83)
 ML0766
 ML0766                          SUPERSEDED SURVEY CONTROL
 ML0766
 ML0766  NGVD 29 (??/??/??)  785.48   (m)         2577.0    (f) RESET       3  
 ML0766
 ML0766.Superseded values are not recommended for survey control.
 ML0766
 ML0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0766.See file dsdata.pdf to determine how the superseded data were derived.
 ML0766
 ML0766_MARKER: DB = BENCH MARK DISK
 ML0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0766_STAMPING: N 60 RESET 1962
 ML0766_MARK LOGO: CGS
 ML0766_PROJECTION: FLUSH
 ML0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0766+STABILITY: SURFACE MOTION
 ML0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0766+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 ML0766
 ML0766  HISTORY     - Date     Condition        Report By
 ML0766  HISTORY     - 1962     MONUMENTED       NEDR
 ML0766  HISTORY     - 1985     GOOD             LOCSUR
 ML0766  HISTORY     - 20120607 GOOD             NEDR
 ML0766  HISTORY     - 20161107 GOOD             NEGS
 ML0766
 ML0766                          STATION DESCRIPTION
 ML0766
 ML0766'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0766'0.5 MI S FROM OCONTO.
 ML0766'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 21 FROM THE RAILROAD
 ML0766'CROSSING ON HIGHWAY 21 SOUTHEAST OF OCONTO, AT A JUNCTION WITH
 ML0766'A DIRT ROAD LEADING WEST, 140 FEET SOUTH OF THE CENTERLINE OF
 ML0766'THE DIRT ROAD LEADING WEST, 95 FEET WEST OF THE CENTERLINE OF
 ML0766'HIGHWAY 21, 100 FEET SOUTH OF A TELEPHONE POLE, IN THE FENCE
 ML0766'LINE OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE
 ML0766'POST WHICH IS FLUSH WITH THE GROUND.
 ML0766
 ML0766                          STATION RECOVERY (1985)
 ML0766
 ML0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0766'NOTE: PLACED WITNESS POST 1' WEST OF MARK.
 ML0766
 ML0766                          STATION RECOVERY (2012)
 ML0766
 ML0766'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0766'THE ELEVATION WE GOT ON IT WAS 2577.965
 ML0766
 ML0766                          STATION RECOVERY (2016)
 ML0766
 ML0766'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 ML0766'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0096 ***********************************************************************
 NP0096  DESIGNATION -  N 61
 NP0096  PID         -  NP0096
 NP0096  STATE/COUNTY-  NE/SHERIDAN
 NP0096  COUNTRY     -  US
 NP0096  USGS QUAD   -  LAKESIDE (2017)
 NP0096
 NP0096                         *CURRENT SURVEY CONTROL
 NP0096  ______________________________________________________________________
 NP0096* NAD 83(1986) POSITION- 42 03 19.86   (N) 102 26 39.12   (W)   HD_HELD1
 NP0096* NAVD 88 ORTHO HEIGHT -  1180.424 (meters)     3872.77  (feet) ADJUSTED
 NP0096  ______________________________________________________________________
 NP0096  GEOID HEIGHT    -        -18.870 (meters)                     GEOID18
 NP0096  DYNAMIC HEIGHT  -       1179.749 (meters)     3870.56  (feet) COMP
 NP0096  MODELED GRAVITY -    980,008.9   (mgal)                       NAVD 88
 NP0096
 NP0096  VERT ORDER      -  SECOND    CLASS 0
 NP0096
 NP0096.The horizontal coordinates were determined by differentially corrected
 NP0096.hand held GPS observations or other comparable positioning techniques
 NP0096.and have an estimated accuracy of +/- 3 meters.
 NP0096
 NP0096.The orthometric height was determined by differential leveling and
 NP0096.adjusted by the NATIONAL GEODETIC SURVEY
 NP0096.in June 1991.
 NP0096
 NP0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0096.GEOID18 height accuracy estimate available here.
 NP0096
 NP0096.Click photographs - Photos may exist for this station.
 NP0096
 NP0096.The dynamic height is computed by dividing the NAVD 88
 NP0096.geopotential number by the normal gravity value computed on the
 NP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0096.degrees latitude (g = 980.6199 gals.).
 NP0096
 NP0096.The modeled gravity was interpolated from observed gravity values.
 NP0096
 NP0096;                    North         East    Units  Estimated Accuracy
 NP0096;SPC NE       -   249,581.5     297,759.0     MT  (+/- 3 meters HH1 GPS) 
 NP0096
 NP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1148859100(NAD 83)
 NP0096
 NP0096                          SUPERSEDED SURVEY CONTROL
 NP0096
 NP0096  NGVD 29 (??/??/92) 1179.872  (m)         3870.96   (f) ADJ UNCH    2 0
 NP0096
 NP0096.Superseded values are not recommended for survey control.
 NP0096
 NP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0096.See file dsdata.pdf to determine how the superseded data were derived.
 NP0096
 NP0096_MARKER: DB = BENCH MARK DISK
 NP0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0096_STAMPING: N 61 1934
 NP0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0096+STABILITY: SURFACE MOTION
 NP0096
 NP0096  HISTORY     - Date     Condition        Report By
 NP0096  HISTORY     - 1934     MONUMENTED       CGS
 NP0096  HISTORY     - 1940     GOOD             CGS
 NP0096  HISTORY     - 1950     POOR             CGS
 NP0096  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 NP0096  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0096
 NP0096                          STATION DESCRIPTION
 NP0096
 NP0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0096'1 MI W FROM LAKE SIDE.
 NP0096'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0096'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 122 FEET SOUTHWEST
 NP0096'OF MILEPOST 343, AT A STRIP OF GROUND BETWEEN THE TRACK AND
 NP0096'STATE HIGHWAY 2, 68.2 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET
 NP0096'EAST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE
 NP0096'GROUND, AND 5.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NP0096'STAMPED N 61 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0096'ABOUT 0.4 FOOT ABOVE GROUND.  NOTE-- THIS POST PROBABLY 0.2 FT.
 NP0096'LOW DUE TO POST BEING SET IN SPONGY GROUND BETWEEN RAILROAD
 NP0096'TRACK AND HIGHWAY.
 NP0096
 NP0096                          STATION RECOVERY (1950)
 NP0096
 NP0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NP0096'MARK RECOVERED IN POOR CONDITION.
 NP0096
 NP0096                          STATION RECOVERY (1977)
 NP0096
 NP0096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NP0096'MARK NOT FOUND.
 NP0096
 NP0096                          STATION RECOVERY (2007)
 NP0096
 NP0096'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0294 ***********************************************************************
 NO0294  DESIGNATION -  N 62
 NO0294  PID         -  NO0294
 NO0294  STATE/COUNTY-  NE/GRANT
 NO0294  COUNTRY     -  US
 NO0294  USGS QUAD   -  WHITMAN (2017)
 NO0294
 NO0294                         *CURRENT SURVEY CONTROL
 NO0294  ______________________________________________________________________
 NO0294* NAD 83(1986) POSITION- 42 01 35.76   (N) 101 35 47.19   (W)   HD_HELD1
 NO0294* NAVD 88 ORTHO HEIGHT -  1103.761 (meters)     3621.26  (feet) ADJUSTED
 NO0294  ______________________________________________________________________
 NO0294  GEOID HEIGHT    -        -19.521 (meters)                     GEOID18
 NO0294  DYNAMIC HEIGHT  -       1103.159 (meters)     3619.28  (feet) COMP
 NO0294  MODELED GRAVITY -    980,037.8   (mgal)                       NAVD 88
 NO0294
 NO0294  VERT ORDER      -  SECOND    CLASS 0
 NO0294
 NO0294.The horizontal coordinates were determined by differentially corrected
 NO0294.hand held GPS observations or other comparable positioning techniques
 NO0294.and have an estimated accuracy of +/- 3 meters.
 NO0294
 NO0294.The orthometric height was determined by differential leveling and
 NO0294.adjusted by the NATIONAL GEODETIC SURVEY
 NO0294.in June 1991.
 NO0294
 NO0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0294.GEOID18 height accuracy estimate available here.
 NO0294
 NO0294.Click photographs - Photos may exist for this station.
 NO0294
 NO0294.The dynamic height is computed by dividing the NAVD 88
 NO0294.geopotential number by the normal gravity value computed on the
 NO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0294.degrees latitude (g = 980.6199 gals.).
 NO0294
 NO0294.The modeled gravity was interpolated from observed gravity values.
 NO0294
 NO0294;                    North         East    Units  Estimated Accuracy
 NO0294;SPC NE       -   244,731.9     367,835.9     MT  (+/- 3 meters HH1 GPS) 
 NO0294
 NO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8505055991(NAD 83)
 NO0294
 NO0294                          SUPERSEDED SURVEY CONTROL
 NO0294
 NO0294  NGVD 29 (??/??/92) 1103.324  (m)         3619.82   (f) ADJ UNCH    2 0
 NO0294
 NO0294.Superseded values are not recommended for survey control.
 NO0294
 NO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0294.See file dsdata.pdf to determine how the superseded data were derived.
 NO0294
 NO0294_MARKER: DB = BENCH MARK DISK
 NO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0294_STAMPING: N 62 1934
 NO0294_MARK LOGO: CGS
 NO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0294+STABILITY: SURFACE MOTION
 NO0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0294+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2016
 NO0294
 NO0294  HISTORY     - Date     Condition        Report By
 NO0294  HISTORY     - 1934     MONUMENTED       CGS
 NO0294  HISTORY     - 1981     GOOD             NEDR
 NO0294  HISTORY     - 20160217 GOOD             NEGS
 NO0294
 NO0294                          STATION DESCRIPTION
 NO0294
 NO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0294'4 MI W FROM WHITMAN.
 NO0294'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0294'FROM THE STATION AT WHITMAN, GRANT COUNTY, 21 RAILS EAST OF
 NO0294'MILEPOST 298, NEAR A DIRT ROAD CROSSING, 98.5 FEET SOUTH OF THE
 NO0294'SOUTH RAIL, 36.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 8.5
 NO0294'FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET NORTH OF
 NO0294'THE FENCE.  A STANDARD DISK, STAMPED N 62 1934 AND SET IN THE
 NO0294'TOP OF A CONCRETE POST.
 NO0294
 NO0294                          STATION RECOVERY (1981)
 NO0294
 NO0294'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 NO0294'RECOVERED IN GOOD CONDITION.
 NO0294
 NO0294                          STATION RECOVERY (2016)
 NO0294
 NO0294'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NO0294'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0466 ***********************************************************************
 NN0466  DESIGNATION -  N 67
 NN0466  PID         -  NN0466
 NN0466  STATE/COUNTY-  NE/BROWN
 NN0466  COUNTRY     -  US
 NN0466  USGS QUAD   -  GOLDMAN LAKE NE (2017)
 NN0466
 NN0466                         *CURRENT SURVEY CONTROL
 NN0466  ______________________________________________________________________
 NN0466* NAD 83(1986) POSITION- 42 12 38.     (N) 099 50 33.     (W)   SCALED
 NN0466* NAVD 88 ORTHO HEIGHT -   787.134 (meters)     2582.46  (feet) ADJUSTED
 NN0466  ______________________________________________________________________
 NN0466  GEOID HEIGHT    -        -22.429 (meters)                     GEOID18
 NN0466  DYNAMIC HEIGHT  -        786.771 (meters)     2581.26  (feet) COMP
 NN0466  MODELED GRAVITY -    980,133.8   (mgal)                       NAVD 88
 NN0466
 NN0466  VERT ORDER      -  SECOND    CLASS 0
 NN0466
 NN0466.The horizontal coordinates were scaled from a map and have
 NN0466.an estimated accuracy of +/- 6 seconds.
 NN0466
 NN0466.The orthometric height was determined by differential leveling and
 NN0466.adjusted by the NATIONAL GEODETIC SURVEY
 NN0466.in June 1991.
 NN0466
 NN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0466.GEOID18 height accuracy estimate available here.
 NN0466
 NN0466.Click photographs - Photos may exist for this station.
 NN0466
 NN0466.The dynamic height is computed by dividing the NAVD 88
 NN0466.geopotential number by the normal gravity value computed on the
 NN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0466.degrees latitude (g = 980.6199 gals.).
 NN0466
 NN0466.The modeled gravity was interpolated from observed gravity values.
 NN0466
 NN0466;                    North         East    Units  Estimated Accuracy
 NN0466;SPC NE       -   263,950.      513,000.      MT  (+/- 180 meters Scaled)
 NN0466
 NN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM304734(NAD 83)
 NN0466
 NN0466                          SUPERSEDED SURVEY CONTROL
 NN0466
 NN0466  NGVD 29 (??/??/92)  786.834  (m)         2581.47   (f) ADJ UNCH    2 0
 NN0466
 NN0466.Superseded values are not recommended for survey control.
 NN0466
 NN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0466.See file dsdata.pdf to determine how the superseded data were derived.
 NN0466
 NN0466_MARKER: DB = BENCH MARK DISK
 NN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0466_STAMPING: N 67 1935
 NN0466_MARK LOGO: CGS
 NN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0466+STABILITY: SURFACE MOTION
 NN0466
 NN0466  HISTORY     - Date     Condition        Report By
 NN0466  HISTORY     - 1935     MONUMENTED       CGS
 NN0466  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0466
 NN0466                          STATION DESCRIPTION
 NN0466
 NN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0466'23.8 MI S FROM AINSWORTH.
 NN0466'ABOUT 23.8 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0466'COURTHOUSE AT AINSWORTH, BROWN COUNTY, 27 FEET WEST OF THE CENTER
 NN0466'LINE OF THE HIGHWAY, 20.5 FEET WEST OF THE WEST END OF A CATTLE
 NN0466'GATE, AND 2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NN0466'N 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0466
 NN0466                          STATION RECOVERY (1975)
 NN0466
 NN0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0609 ***********************************************************************
 ML0609  DESIGNATION -  N 71
 ML0609  PID         -  ML0609
 ML0609  STATE/COUNTY-  NE/GARFIELD
 ML0609  COUNTRY     -  US
 ML0609  USGS QUAD   -  BURWELL (2017)
 ML0609
 ML0609                         *CURRENT SURVEY CONTROL
 ML0609  ______________________________________________________________________
 ML0609* NAD 83(1986) POSITION- 41 46 33.     (N) 099 08 06.     (W)   SCALED
 ML0609* NAVD 88 ORTHO HEIGHT -   662.163 (meters)     2172.45  (feet) ADJUSTED
 ML0609  ______________________________________________________________________
 ML0609  GEOID HEIGHT    -        -23.549 (meters)                     GEOID18
 ML0609  DYNAMIC HEIGHT  -        661.843 (meters)     2171.40  (feet) COMP
 ML0609  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 ML0609
 ML0609  VERT ORDER      -  SECOND    CLASS 0
 ML0609
 ML0609.The horizontal coordinates were scaled from a map and have
 ML0609.an estimated accuracy of +/- 6 seconds.
 ML0609
 ML0609.The orthometric height was determined by differential leveling and
 ML0609.adjusted by the NATIONAL GEODETIC SURVEY
 ML0609.in June 1991.
 ML0609
 ML0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0609.GEOID18 height accuracy estimate available here.
 ML0609
 ML0609.Click photographs - Photos may exist for this station.
 ML0609
 ML0609.The dynamic height is computed by dividing the NAVD 88
 ML0609.geopotential number by the normal gravity value computed on the
 ML0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0609.degrees latitude (g = 980.6199 gals.).
 ML0609
 ML0609.The modeled gravity was interpolated from observed gravity values.
 ML0609
 ML0609;                    North         East    Units  Estimated Accuracy
 ML0609;SPC NE       -   216,030.      571,890.      MT  (+/- 180 meters Scaled)
 ML0609
 ML0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM887248(NAD 83)
 ML0609
 ML0609                          SUPERSEDED SURVEY CONTROL
 ML0609
 ML0609  NGVD 29 (??/??/92)  661.900  (m)         2171.58   (f) ADJ UNCH    2 0
 ML0609
 ML0609.Superseded values are not recommended for survey control.
 ML0609
 ML0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0609.See file dsdata.pdf to determine how the superseded data were derived.
 ML0609
 ML0609_MARKER: DB = BENCH MARK DISK
 ML0609_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0609_STAMPING: N 71 1935
 ML0609_MARK LOGO: CGS
 ML0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0609
 ML0609  HISTORY     - Date     Condition        Report By
 ML0609  HISTORY     - 1935     MONUMENTED       CGS
 ML0609  HISTORY     - 1938     GOOD             CGS
 ML0609  HISTORY     - 1985     GOOD             NEDR
 ML0609
 ML0609                          STATION DESCRIPTION
 ML0609
 ML0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0609'AT BURWELL.
 ML0609'AT THE RAILROAD CROSSING AT BURWELL WHERE STATE HIGHWAYS NOS.
 ML0609'53 AND 11 CROSS THE TRACKS, 47.7 FEET EAST OF THE CENTER OF THE
 ML0609'HIGHWAY, 45.6 FEET NORTH OF THE CENTER OF THE RAILROAD, 20.8
 ML0609'FEET SOUTHEAST OF THE RIGTH OF WAY CORNER POST.  A STANDARD
 ML0609'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0609
 ML0609                          STATION RECOVERY (1985)
 ML0609
 ML0609'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0879 ***********************************************************************
 ML0879  DESIGNATION -  N 72
 ML0879  PID         -  ML0879
 ML0879  STATE/COUNTY-  NE/BLAINE
 ML0879  COUNTRY     -  US
 ML0879  USGS QUAD   -  BREWSTER (2017)
 ML0879
 ML0879                         *CURRENT SURVEY CONTROL
 ML0879  ______________________________________________________________________
 ML0879* NAD 83(1986) POSITION- 41 56 08.     (N) 099 51 38.     (W)   SCALED
 ML0879* NAVD 88 ORTHO HEIGHT -   760.275 (meters)     2494.34  (feet) ADJUSTED
 ML0879  ______________________________________________________________________
 ML0879  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 ML0879  DYNAMIC HEIGHT  -        759.908 (meters)     2493.13  (feet) COMP
 ML0879  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 ML0879
 ML0879  VERT ORDER      -  SECOND    CLASS 0
 ML0879
 ML0879.The horizontal coordinates were scaled from a map and have
 ML0879.an estimated accuracy of +/- 6 seconds.
 ML0879
 ML0879.The orthometric height was determined by differential leveling and
 ML0879.adjusted by the NATIONAL GEODETIC SURVEY
 ML0879.in June 1991.
 ML0879
 ML0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0879.GEOID18 height accuracy estimate available here.
 ML0879
 ML0879.Click photographs - Photos may exist for this station.
 ML0879
 ML0879.The dynamic height is computed by dividing the NAVD 88
 ML0879.geopotential number by the normal gravity value computed on the
 ML0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0879.degrees latitude (g = 980.6199 gals.).
 ML0879
 ML0879.The modeled gravity was interpolated from observed gravity values.
 ML0879
 ML0879;                    North         East    Units  Estimated Accuracy
 ML0879;SPC NE       -   233,410.      511,560.      MT  (+/- 180 meters Scaled)
 ML0879
 ML0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM286429(NAD 83)
 ML0879
 ML0879                          SUPERSEDED SURVEY CONTROL
 ML0879
 ML0879  NGVD 29 (??/??/92)  759.989  (m)         2493.40   (f) ADJ UNCH    2 0
 ML0879
 ML0879.Superseded values are not recommended for survey control.
 ML0879
 ML0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0879.See file dsdata.pdf to determine how the superseded data were derived.
 ML0879
 ML0879_MARKER: DB = BENCH MARK DISK
 ML0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0879_STAMPING: M 72 1935
 ML0879_MARK LOGO: CGS
 ML0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0879+STABILITY: SURFACE MOTION
 ML0879
 ML0879  HISTORY     - Date     Condition        Report By
 ML0879  HISTORY     - 1935     MONUMENTED       CGS
 ML0879  HISTORY     - 1939     GOOD             CGS
 ML0879
 ML0879                          STATION DESCRIPTION
 ML0879
 ML0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0879'0.2 MI E FROM BREWSTER.
 ML0879'0.2 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG ROAD HIGHWAY
 ML0879'53 BETWEEN BREWSTER AND TAYLOR, ABOUT 250 FEET SOUTH OF THE
 ML0879'SOUTHWEST CORNER OF SCHOOLHOUSE, 41.2 FEET SOUTH OF THE CENTER
 ML0879'LINE OF THE HIGHWAY, (ROAD) 34 FEET EAST OF SINGLE TRACK ROAD TO
 ML0879'THE SOUTH.
 ML0879
 ML0879                          STATION RECOVERY (1939)
 ML0879
 ML0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0880 ***********************************************************************
 ML0880  DESIGNATION -  N 72 RESET
 ML0880  PID         -  ML0880
 ML0880  STATE/COUNTY-  NE/BLAINE
 ML0880  COUNTRY     -  US
 ML0880  USGS QUAD   -  BREWSTER (2017)
 ML0880
 ML0880                         *CURRENT SURVEY CONTROL
 ML0880  ______________________________________________________________________
 ML0880* NAD 83(1986) POSITION- 41 56 08.     (N) 099 51 38.     (W)   SCALED
 ML0880* NAVD 88 ORTHO HEIGHT -   760.90  (meters)     2496.4   (feet) RESET
 ML0880  ______________________________________________________________________
 ML0880  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 ML0880  VERT ORDER      -  THIRD
 ML0880
 ML0880.The horizontal coordinates were scaled from a map and have
 ML0880.an estimated accuracy of +/- 6 seconds.
 ML0880
 ML0880.The orthometric height was computed from unverified reset data.
 ML0880
 ML0880.No vertical observational check was made to the station.
 ML0880
 ML0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0880.GEOID18 height accuracy estimate available here.
 ML0880
 ML0880.Click photographs - Photos may exist for this station.
 ML0880
 ML0880;                    North         East    Units  Estimated Accuracy
 ML0880;SPC NE       -   233,410.      511,560.      MT  (+/- 180 meters Scaled)
 ML0880
 ML0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM286429(NAD 83)
 ML0880
 ML0880                          SUPERSEDED SURVEY CONTROL
 ML0880
 ML0880  NGVD 29 (??/??/??)  760.61   (m)         2495.4    (f) RESET       3  
 ML0880
 ML0880.Superseded values are not recommended for survey control.
 ML0880
 ML0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0880.See file dsdata.pdf to determine how the superseded data were derived.
 ML0880
 ML0880_MARKER: DB = BENCH MARK DISK
 ML0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0880_STAMPING: N 72 RESET 1961
 ML0880_MARK LOGO: CGS
 ML0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0880+STABILITY: SURFACE MOTION
 ML0880
 ML0880  HISTORY     - Date     Condition        Report By
 ML0880  HISTORY     - 1961     MONUMENTED       NEDR
 ML0880
 ML0880                          STATION DESCRIPTION
 ML0880
 ML0880'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 ML0880'0.2 MI E FROM BREWSTER.
 ML0880'THIS MARK IS LOCATED 0.2 MILE EAST ALONG A COUNTY ROAD FROM THE
 ML0880'COUNTY COURTHOUSE AT BREWSTER, ABOUT 59 FEET EAST OF THE
 ML0880'CENTERLINE OF A HIGHWAY CURVING SOUTHEAST, 117 FEET EAST OF THE
 ML0880'CENTERLINE OF A NORTH-SOUTH HIGHWAY, 42 FEET SOUTH OF THE
 ML0880'CENTERLINE OF A COUNTY ROAD, 8 FEET SOUTH OF A CONCRETE
 ML0880'RIGHT-OF-WAY MARKER AND 6 FEET NORTHWEST OF A GUYED POWER POLE.
 ML0880'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0094 ***********************************************************************
 NO0094  DESIGNATION -  N 73
 NO0094  PID         -  NO0094
 NO0094  STATE/COUNTY-  NE/CHERRY
 NO0094  COUNTRY     -  US
 NO0094  USGS QUAD   -  BROWNLEE FLATS (2017)
 NO0094
 NO0094                         *CURRENT SURVEY CONTROL
 NO0094  ______________________________________________________________________
 NO0094* NAD 83(1986) POSITION- 42 20 41.29   (N) 100 38 39.08   (W)   HD_HELD1
 NO0094* NAVD 88 ORTHO HEIGHT -   890.347 (meters)     2921.08  (feet) ADJUSTED
 NO0094  ______________________________________________________________________
 NO0094  GEOID HEIGHT    -        -21.353 (meters)                     GEOID18
 NO0094  DYNAMIC HEIGHT  -        889.920 (meters)     2919.68  (feet) COMP
 NO0094  MODELED GRAVITY -    980,111.3   (mgal)                       NAVD 88
 NO0094
 NO0094  VERT ORDER      -  SECOND    CLASS 0
 NO0094
 NO0094.The horizontal coordinates were determined by differentially corrected
 NO0094.hand held GPS observations or other comparable positioning techniques
 NO0094.and have an estimated accuracy of +/- 3 meters.
 NO0094
 NO0094.The orthometric height was determined by differential leveling and
 NO0094.adjusted by the NATIONAL GEODETIC SURVEY
 NO0094.in June 1991.
 NO0094
 NO0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0094.GEOID18 height accuracy estimate available here.
 NO0094
 NO0094.Click photographs - Photos may exist for this station.
 NO0094
 NO0094.The dynamic height is computed by dividing the NAVD 88
 NO0094.geopotential number by the normal gravity value computed on the
 NO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0094.degrees latitude (g = 980.6199 gals.).
 NO0094
 NO0094.The modeled gravity was interpolated from observed gravity values.
 NO0094
 NO0094;                    North         East    Units  Estimated Accuracy
 NO0094;SPC NE       -   279,044.8     446,930.5     MT  (+/- 3 meters HH1 GPS) 
 NO0094
 NO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6456889369(NAD 83)
 NO0094
 NO0094                          SUPERSEDED SURVEY CONTROL
 NO0094
 NO0094  NGVD 29 (??/??/92)  890.036  (m)         2920.06   (f) ADJ UNCH    2 0
 NO0094
 NO0094.Superseded values are not recommended for survey control.
 NO0094
 NO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0094.See file dsdata.pdf to determine how the superseded data were derived.
 NO0094
 NO0094_MARKER: DB = BENCH MARK DISK
 NO0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0094_STAMPING: N 73 1934
 NO0094_MARK LOGO: CGS
 NO0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0094+STABILITY: SURFACE MOTION
 NO0094
 NO0094  HISTORY     - Date     Condition        Report By
 NO0094  HISTORY     - 1934     MONUMENTED       CGS
 NO0094
 NO0094                          STATION DESCRIPTION
 NO0094
 NO0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0094'4.1 MI N FROM BROWNLEE.
 NO0094'ABOUT 4.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0094'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.1 MILE SOUTHWEST OF A WINDMILL,
 NO0094'AT THE TOP OF A SMALL KNOLL, AT A LEVEL AREA, AND 37 FEET
 NO0094'SOUTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 NO0094'STAMPED N 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0074 ***********************************************************************
 NP0074  DESIGNATION -  N 74
 NP0074  PID         -  NP0074
 NP0074  STATE/COUNTY-  NE/GARDEN
 NP0074  COUNTRY     -  US
 NP0074  USGS QUAD   -  ELLSWORTH (2017)
 NP0074
 NP0074                         *CURRENT SURVEY CONTROL
 NP0074  ______________________________________________________________________
 NP0074* NAD 83(1986) POSITION- 42 00 29.23   (N) 102 16 51.79   (W)   HD_HELD1
 NP0074* NAVD 88 ORTHO HEIGHT -  1191.714 (meters)     3909.82  (feet) ADJUSTED
 NP0074  ______________________________________________________________________
 NP0074  GEOID HEIGHT    -        -19.068 (meters)                     GEOID18
 NP0074  DYNAMIC HEIGHT  -       1191.017 (meters)     3907.53  (feet) COMP
 NP0074  MODELED GRAVITY -    979,995.3   (mgal)                       NAVD 88
 NP0074
 NP0074  VERT ORDER      -  SECOND    CLASS 0
 NP0074
 NP0074.The horizontal coordinates were determined by differentially corrected
 NP0074.hand held GPS observations or other comparable positioning techniques
 NP0074.and have an estimated accuracy of +/- 3 meters.
 NP0074
 NP0074.The orthometric height was determined by differential leveling and
 NP0074.adjusted by the NATIONAL GEODETIC SURVEY
 NP0074.in June 1991.
 NP0074
 NP0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0074.GEOID18 height accuracy estimate available here.
 NP0074
 NP0074.Click photographs - Photos may exist for this station.
 NP0074
 NP0074.The dynamic height is computed by dividing the NAVD 88
 NP0074.geopotential number by the normal gravity value computed on the
 NP0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0074.degrees latitude (g = 980.6199 gals.).
 NP0074
 NP0074.The modeled gravity was interpolated from observed gravity values.
 NP0074
 NP0074;                    North         East    Units  Estimated Accuracy
 NP0074;SPC NE       -   243,951.4     311,116.2     MT  (+/- 3 meters HH1 GPS) 
 NP0074
 NP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2515754254(NAD 83)
 NP0074
 NP0074                          SUPERSEDED SURVEY CONTROL
 NP0074
 NP0074  NGVD 29 (??/??/92) 1191.150  (m)         3907.96   (f) ADJ UNCH    2 0
 NP0074
 NP0074.Superseded values are not recommended for survey control.
 NP0074
 NP0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0074.See file dsdata.pdf to determine how the superseded data were derived.
 NP0074
 NP0074_MARKER: DB = BENCH MARK DISK
 NP0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0074_STAMPING: N 74 1934
 NP0074_MARK LOGO: CGS
 NP0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0074+STABILITY: SURFACE MOTION
 NP0074
 NP0074  HISTORY     - Date     Condition        Report By
 NP0074  HISTORY     - 1934     MONUMENTED       CGS
 NP0074  HISTORY     - 1938     GOOD             CGS
 NP0074
 NP0074                          STATION DESCRIPTION
 NP0074
 NP0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0074'4 MI S FROM ELLSWORTH.
 NP0074'4.0 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE MUMPER ROAD
 NP0074'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 NP0074'ELLSWORTH, SHERIDAN COUNTY, 21 FEET EAST OF THE CENTER OF AN
 NP0074'AUTO GATE, AND 3-1/2 FEET NORTH OF AN EAST-AND-WEST FENCE.  A
 NP0074'STANDARD DISK, STAMPED N 74 1934 AND SET IN THE TOP OF A
 NP0074'CONCRETE POST.
 NP0074
 NP0074                          STATION RECOVERY (1938)
 NP0074
 NP0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NP0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0060 ***********************************************************************
 NP0060  DESIGNATION -  N 75
 NP0060  PID         -  NP0060
 NP0060  STATE/COUNTY-  NE/SHERIDAN
 NP0060  COUNTRY     -  US
 NP0060  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0060
 NP0060                         *CURRENT SURVEY CONTROL
 NP0060  ______________________________________________________________________
 NP0060* NAD 83(1986) POSITION- 42 33 26.     (N) 102 09 27.     (W)   SCALED
 NP0060* NAVD 88 ORTHO HEIGHT -  1149.174 (meters)     3770.25  (feet) ADJUSTED
 NP0060  ______________________________________________________________________
 NP0060  GEOID HEIGHT    -        -18.468 (meters)                     GEOID18
 NP0060  DYNAMIC HEIGHT  -       1148.590 (meters)     3768.33  (feet) COMP
 NP0060  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 NP0060
 NP0060  VERT ORDER      -  SECOND    CLASS 0
 NP0060
 NP0060.The horizontal coordinates were scaled from a map and have
 NP0060.an estimated accuracy of +/- 6 seconds.
 NP0060
 NP0060.The orthometric height was determined by differential leveling and
 NP0060.adjusted by the NATIONAL GEODETIC SURVEY
 NP0060.in June 1991.
 NP0060
 NP0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0060.GEOID18 height accuracy estimate available here.
 NP0060
 NP0060.Click photographs - Photos may exist for this station.
 NP0060
 NP0060.The dynamic height is computed by dividing the NAVD 88
 NP0060.geopotential number by the normal gravity value computed on the
 NP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0060.degrees latitude (g = 980.6199 gals.).
 NP0060
 NP0060.The modeled gravity was interpolated from observed gravity values.
 NP0060
 NP0060;                    North         East    Units  Estimated Accuracy
 NP0060;SPC NE       -   304,650.      322,870.      MT  (+/- 180 meters Scaled)
 NP0060
 NP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH333155(NAD 83)
 NP0060
 NP0060                          SUPERSEDED SURVEY CONTROL
 NP0060
 NP0060  NGVD 29 (??/??/92) 1148.663  (m)         3768.57   (f) ADJ UNCH    2 0
 NP0060
 NP0060.Superseded values are not recommended for survey control.
 NP0060
 NP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0060.See file dsdata.pdf to determine how the superseded data were derived.
 NP0060
 NP0060_MARKER: DB = BENCH MARK DISK
 NP0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0060_STAMPING: N 75 1934
 NP0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0060+STABILITY: SURFACE MOTION
 NP0060
 NP0060  HISTORY     - Date     Condition        Report By
 NP0060  HISTORY     - 1934     MONUMENTED       CGS
 NP0060  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0060
 NP0060                          STATION DESCRIPTION
 NP0060
 NP0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0060'19.8 MI S FROM GORDON.
 NP0060'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0060'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0060'5.0 MILES SOUTH ALONG THE ELLSWORTH ROAD, NEAR THE CENTER OF
 NP0060'SEC. 29, T. 30 N., R. 41 W., 300 FEET SOUTHEAST OF A WINDMILL,
 NP0060'23 FEET EAST OF THE ROAD, AND ON A SMALL KNOLL.  A STANDARD
 NP0060'DISK, STAMPED N 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0060'NOTE-- ROAD HAS BEEN COMPLETELY RE-CONSTRUCTED.
 NP0060
 NP0060                          STATION RECOVERY (1969)
 NP0060
 NP0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0221 ***********************************************************************
 MN0221  DESIGNATION -  N 76
 MN0221  PID         -  MN0221
 MN0221  STATE/COUNTY-  NE/KIMBALL
 MN0221  COUNTRY     -  US
 MN0221  USGS QUAD   -  OWASCO (2017)
 MN0221
 MN0221                         *CURRENT SURVEY CONTROL
 MN0221  ______________________________________________________________________
 MN0221* NAD 83(1986) POSITION- 41 14 22.     (N) 103 32 35.     (W)   SCALED
 MN0221* NAVD 88 ORTHO HEIGHT -  1396.692 (meters)     4582.31  (feet) ADJUSTED
 MN0221  ______________________________________________________________________
 MN0221  GEOID HEIGHT    -        -18.939 (meters)                     GEOID18
 MN0221  DYNAMIC HEIGHT  -       1395.667 (meters)     4578.95  (feet) COMP
 MN0221  MODELED GRAVITY -    979,841.4   (mgal)                       NAVD 88
 MN0221
 MN0221  VERT ORDER      -  SECOND    CLASS 0
 MN0221
 MN0221.The horizontal coordinates were scaled from a map and have
 MN0221.an estimated accuracy of +/- 6 seconds.
 MN0221
 MN0221.The orthometric height was determined by differential leveling and
 MN0221.adjusted by the NATIONAL GEODETIC SURVEY
 MN0221.in June 1991.
 MN0221
 MN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0221.GEOID18 height accuracy estimate available here.
 MN0221
 MN0221.Click photographs - Photos may exist for this station.
 MN0221
 MN0221.The dynamic height is computed by dividing the NAVD 88
 MN0221.geopotential number by the normal gravity value computed on the
 MN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0221.degrees latitude (g = 980.6199 gals.).
 MN0221
 MN0221.The modeled gravity was interpolated from observed gravity values.
 MN0221
 MN0221;                    North         East    Units  Estimated Accuracy
 MN0221;SPC NE       -   162,200.      203,170.      MT  (+/- 180 meters Scaled)
 MN0221
 MN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF220663(NAD 83)
 MN0221
 MN0221                          SUPERSEDED SURVEY CONTROL
 MN0221
 MN0221  NGVD 29 (??/??/92) 1396.008  (m)         4580.07   (f) ADJ UNCH    2 0
 MN0221
 MN0221.Superseded values are not recommended for survey control.
 MN0221
 MN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0221.See file dsdata.pdf to determine how the superseded data were derived.
 MN0221
 MN0221_MARKER: DB = BENCH MARK DISK
 MN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0221_STAMPING: N 76 1934
 MN0221_MARK LOGO: CGS
 MN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0221+STABILITY: SURFACE MOTION
 MN0221
 MN0221  HISTORY     - Date     Condition        Report By
 MN0221  HISTORY     - 1934     MONUMENTED       CGS
 MN0221  HISTORY     - 1972     GOOD             USGS
 MN0221  HISTORY     - 1985     GOOD             DMA
 MN0221
 MN0221                          STATION DESCRIPTION
 MN0221
 MN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0221'2.8 MI W FROM DIX.
 MN0221'2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0221'AT DIX, KIMBALL COUNTY, AT MILEAGE 438.3, 135 FEET EAST OF A
 MN0221'HAND CAR SET-OFF, 80.1 FEET SOUTH OF THE SOUTH RAIL, 21.5 FEET
 MN0221'NORTH OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 MN0221'STANDARD DISK, STAMPED N 76 1934 AND SET IN THE TOP OF A CONCRETE
 MN0221'POST.  NOTE-- DIX, 2.8 MILES WEST OF THE STATION AT, T-15N.,
 MN0221'R-54W., IN SW. CORNER OF SEC. 33.  .35 MILE W. OF MILEPOST 438,
 MN0221'80 FT. S. OF THE S. RAIL, 39 FT. W. OF THE 3RD POLE W. OF MILEPOST
 MN0221'438.25.
 MN0221
 MN0221                          STATION RECOVERY (1972)
 MN0221
 MN0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0221'RECOVERED IN GOOD CONDITION.
 MN0221
 MN0221                          STATION RECOVERY (1985)
 MN0221
 MN0221'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0575 ***********************************************************************
 MK0575  DESIGNATION -  N 77
 MK0575  PID         -  MK0575
 MK0575  STATE/COUNTY-  NE/DOUGLAS
 MK0575  COUNTRY     -  US
 MK0575  USGS QUAD   -  VALLEY (2017)
 MK0575
 MK0575                         *CURRENT SURVEY CONTROL
 MK0575  ______________________________________________________________________
 MK0575* NAD 83(1986) POSITION- 41 18 54.     (N) 096 20 39.     (W)   SCALED
 MK0575* NAVD 88 ORTHO HEIGHT -   347.334 (meters)     1139.55  (feet) ADJUSTED
 MK0575  ______________________________________________________________________
 MK0575  GEOID HEIGHT    -        -27.422 (meters)                     GEOID18
 MK0575  DYNAMIC HEIGHT  -        347.173 (meters)     1139.02  (feet) COMP
 MK0575  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MK0575
 MK0575  VERT ORDER      -  SECOND    CLASS 0
 MK0575
 MK0575.The horizontal coordinates were scaled from a map and have
 MK0575.an estimated accuracy of +/- 6 seconds.
 MK0575
 MK0575.The orthometric height was determined by differential leveling and
 MK0575.adjusted by the NATIONAL GEODETIC SURVEY
 MK0575.in June 1991.
 MK0575
 MK0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0575.GEOID18 height accuracy estimate available here.
 MK0575
 MK0575.Click photographs - Photos may exist for this station.
 MK0575
 MK0575.The dynamic height is computed by dividing the NAVD 88
 MK0575.geopotential number by the normal gravity value computed on the
 MK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0575.degrees latitude (g = 980.6199 gals.).
 MK0575
 MK0575.The modeled gravity was interpolated from observed gravity values.
 MK0575
 MK0575;                    North         East    Units  Estimated Accuracy
 MK0575;SPC NE       -   170,970.      805,920.      MT  (+/- 180 meters Scaled)
 MK0575
 MK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL223771(NAD 83)
 MK0575
 MK0575                          SUPERSEDED SURVEY CONTROL
 MK0575
 MK0575  NGVD 29 (??/??/92)  347.199  (m)         1139.10   (f) ADJ UNCH    2 0
 MK0575
 MK0575.Superseded values are not recommended for survey control.
 MK0575
 MK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0575.See file dsdata.pdf to determine how the superseded data were derived.
 MK0575
 MK0575_MARKER: DB = BENCH MARK DISK
 MK0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0575_STAMPING: N 77 1934
 MK0575_MARK LOGO: CGS
 MK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0575+STABILITY: SURFACE MOTION
 MK0575
 MK0575  HISTORY     - Date     Condition        Report By
 MK0575  HISTORY     - 1934     MONUMENTED       CGS
 MK0575  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0575  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0575
 MK0575                          STATION DESCRIPTION
 MK0575
 MK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0575'AT VALLEY.
 MK0575'AT VALLEY, DOUGLAS COUNTY, ON THE UNION PACIFIC RAILROAD, 158.9
 MK0575'FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, 10.4 FEET
 MK0575'NORTHEAST OF MILEPOST 28, 67.9 FEET NORTHEAST OF THE NORTHEAST
 MK0575'RAIL OF THE MAIN TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 MK0575'STANDARD DISK, STAMPED N 77 1934 AND SET IN THE TOP OF A CONCRETE
 MK0575'POST.
 MK0575
 MK0575                          STATION RECOVERY (1966)
 MK0575
 MK0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0575'MARK NOT FOUND.
 MK0575
 MK0575                          STATION RECOVERY (1976)
 MK0575
 MK0575'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0689 ***********************************************************************
 MJ0689  DESIGNATION -  N 78
 MJ0689  PID         -  MJ0689
 MJ0689  STATE/COUNTY-  NE/CASS
 MJ0689  COUNTRY     -  US
 MJ0689  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0689
 MJ0689                         *CURRENT SURVEY CONTROL
 MJ0689  ______________________________________________________________________
 MJ0689* NAD 83(1986) POSITION- 41 03 09.     (N) 095 55 36.     (W)   SCALED
 MJ0689* NAVD 88 ORTHO HEIGHT -   295.679 (meters)      970.07  (feet) ADJUSTED
 MJ0689  ______________________________________________________________________
 MJ0689  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 MJ0689  DYNAMIC HEIGHT  -        295.559 (meters)      969.68  (feet) COMP
 MJ0689  MODELED GRAVITY -    980,208.6   (mgal)                       NAVD 88
 MJ0689
 MJ0689  VERT ORDER      -  SECOND    CLASS 0
 MJ0689
 MJ0689.The horizontal coordinates were scaled from a map and have
 MJ0689.an estimated accuracy of +/- 6 seconds.
 MJ0689
 MJ0689.The orthometric height was determined by differential leveling and
 MJ0689.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0689.in June 1991.
 MJ0689
 MJ0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0689.GEOID18 height accuracy estimate available here.
 MJ0689
 MJ0689.Click photographs - Photos may exist for this station.
 MJ0689
 MJ0689.The dynamic height is computed by dividing the NAVD 88
 MJ0689.geopotential number by the normal gravity value computed on the
 MJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0689.degrees latitude (g = 980.6199 gals.).
 MJ0689
 MJ0689.The modeled gravity was interpolated from observed gravity values.
 MJ0689
 MJ0689;                    North         East    Units  Estimated Accuracy
 MJ0689;SPC NE       -   143,420.      842,210.      MT  (+/- 180 meters Scaled)
 MJ0689
 MJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540487(NAD 83)
 MJ0689
 MJ0689                          SUPERSEDED SURVEY CONTROL
 MJ0689
 MJ0689  NGVD 29 (??/??/92)  295.590  (m)          969.78   (f) ADJ UNCH    2 0
 MJ0689
 MJ0689.Superseded values are not recommended for survey control.
 MJ0689
 MJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0689.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0689
 MJ0689_MARKER: DB = BENCH MARK DISK
 MJ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0689_STAMPING: N 78 1934
 MJ0689_MARK LOGO: CGS
 MJ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0689+STABILITY: SURFACE MOTION
 MJ0689
 MJ0689  HISTORY     - Date     Condition        Report By
 MJ0689  HISTORY     - 1934     MONUMENTED       CGS
 MJ0689  HISTORY     - 1947     GOOD             CGS
 MJ0689  HISTORY     - 1975     GOOD
 MJ0689
 MJ0689                          STATION DESCRIPTION
 MJ0689
 MJ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0689'1.7 MI S FROM LA PLATTE.
 MJ0689'1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0689'STATION SIGN AT LA PLATTE, 0.3 MILE NORTHWEST OF THE CROSSING
 MJ0689'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 4 POLES NORTH
 MJ0689'OF MILEPOST 465-20, 186.0 FEET SOUTH OF RAILWAY SIGNAL S-046,
 MJ0689'59.0 FEET NORTHWEST OF A RAILWAY SWITCH, 58.0 FEET EAST OF AND
 MJ0689'1.0 FOOT LOWER THAN THE CENTER LINE OF THE MISSOURI PACIFIC
 MJ0689'TRACK, 37.0 FEET NORTH OF RAILWAY SIGNAL 4656, 36.0 FEET WEST OF
 MJ0689'THE CENTER LINE OF THE CHICAGO, BURLINGTON AND QUINCY TRACK,
 MJ0689'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE
 MJ0689'GROUND.
 MJ0689
 MJ0689                          STATION RECOVERY (1975)
 MJ0689
 MJ0689'RECOVERED 1975
 MJ0689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0692 ***********************************************************************
 MK0692  DESIGNATION -  N 79
 MK0692  PID         -  MK0692
 MK0692  STATE/COUNTY-  NE/SARPY
 MK0692  COUNTRY     -  US
 MK0692  USGS QUAD   -  ASHLAND EAST (2017)
 MK0692
 MK0692                         *CURRENT SURVEY CONTROL
 MK0692  ______________________________________________________________________
 MK0692* NAD 83(1986) POSITION- 41 05 35.     (N) 096 16 40.     (W)   SCALED
 MK0692* NAVD 88 ORTHO HEIGHT -   341.348 (meters)     1119.91  (feet) ADJUSTED
 MK0692  ______________________________________________________________________
 MK0692  GEOID HEIGHT    -        -26.504 (meters)                     GEOID18
 MK0692  DYNAMIC HEIGHT  -        341.207 (meters)     1119.44  (feet) COMP
 MK0692  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 MK0692
 MK0692  VERT ORDER      -  SECOND    CLASS 0
 MK0692
 MK0692.The horizontal coordinates were scaled from a map and have
 MK0692.an estimated accuracy of +/- 6 seconds.
 MK0692
 MK0692.The orthometric height was determined by differential leveling and
 MK0692.adjusted by the NATIONAL GEODETIC SURVEY
 MK0692.in June 1991.
 MK0692
 MK0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0692.GEOID18 height accuracy estimate available here.
 MK0692
 MK0692.Click photographs - Photos may exist for this station.
 MK0692
 MK0692.The dynamic height is computed by dividing the NAVD 88
 MK0692.geopotential number by the normal gravity value computed on the
 MK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0692.degrees latitude (g = 980.6199 gals.).
 MK0692
 MK0692.The modeled gravity was interpolated from observed gravity values.
 MK0692
 MK0692;                    North         East    Units  Estimated Accuracy
 MK0692;SPC NE       -   146,590.      812,530.      MT  (+/- 180 meters Scaled)
 MK0692
 MK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL286526(NAD 83)
 MK0692
 MK0692                          SUPERSEDED SURVEY CONTROL
 MK0692
 MK0692  NGVD 29 (??/??/92)  341.243  (m)         1119.56   (f) ADJ UNCH    2 0
 MK0692
 MK0692.Superseded values are not recommended for survey control.
 MK0692
 MK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0692.See file dsdata.pdf to determine how the superseded data were derived.
 MK0692
 MK0692_MARKER: DB = BENCH MARK DISK
 MK0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0692_SP_SET: TOWER FOUNDATION
 MK0692_STAMPING: N 79 1935
 MK0692_MARK LOGO: CGS
 MK0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0692
 MK0692  HISTORY     - Date     Condition        Report By
 MK0692  HISTORY     - 1935     MONUMENTED       CGS
 MK0692
 MK0692                          STATION DESCRIPTION
 MK0692
 MK0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0692'0.2 MI S FROM MELIA.
 MK0692'3.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0692'RAILROAD FROM THE STATION AT GRETNA, SARPY COUNTY, 0.2 MILE SOUTH
 MK0692'OF THE STATION SIGN AT MELIA, AT A SIGNAL TOWER, IN THE TOP OF THE
 MK0692'SOUTHEAST CORNER OF THE FOUNDATION, 35.6 FEET EAST OF A FENCE, 7.8
 MK0692'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 MK0692'DISK, STAMPED N 79 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0405 ***********************************************************************
 LG0405  DESIGNATION -  N 80
 LG0405  PID         -  LG0405
 LG0405  STATE/COUNTY-  NE/LANCASTER
 LG0405  COUNTRY     -  US
 LG0405  USGS QUAD   -  EMERALD (2017)
 LG0405
 LG0405                         *CURRENT SURVEY CONTROL
 LG0405  ______________________________________________________________________
 LG0405* NAD 83(1986) POSITION- 40 49 06.     (N) 096 50 40.     (W)   SCALED
 LG0405* NAVD 88 ORTHO HEIGHT -   377.259 (meters)     1237.72  (feet) ADJUSTED
 LG0405  ______________________________________________________________________
 LG0405  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 LG0405  DYNAMIC HEIGHT  -        377.081 (meters)     1237.14  (feet) COMP
 LG0405  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 LG0405
 LG0405  VERT ORDER      -  SECOND    CLASS 0
 LG0405
 LG0405.The horizontal coordinates were scaled from a map and have
 LG0405.an estimated accuracy of +/- 6 seconds.
 LG0405
 LG0405.The orthometric height was determined by differential leveling and
 LG0405.adjusted by the NATIONAL GEODETIC SURVEY
 LG0405.in June 1991.
 LG0405
 LG0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0405.GEOID18 height accuracy estimate available here.
 LG0405
 LG0405.Click photographs - Photos may exist for this station.
 LG0405
 LG0405.The dynamic height is computed by dividing the NAVD 88
 LG0405.geopotential number by the normal gravity value computed on the
 LG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0405.degrees latitude (g = 980.6199 gals.).
 LG0405
 LG0405.The modeled gravity was interpolated from observed gravity values.
 LG0405
 LG0405;                    North         East    Units  Estimated Accuracy
 LG0405;SPC NE       -   114,220.      766,090.      MT  (+/- 180 meters Scaled)
 LG0405
 LG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL817208(NAD 83)
 LG0405
 LG0405                          SUPERSEDED SURVEY CONTROL
 LG0405
 LG0405  NGVD 29 (??/??/92)  377.132  (m)         1237.31   (f) ADJ UNCH    2 0
 LG0405
 LG0405.Superseded values are not recommended for survey control.
 LG0405
 LG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0405.See file dsdata.pdf to determine how the superseded data were derived.
 LG0405
 LG0405_MARKER: DB = BENCH MARK DISK
 LG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0405_STAMPING: N 80 1935
 LG0405_MARK LOGO: CGS
 LG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0405+STABILITY: SURFACE MOTION
 LG0405
 LG0405  HISTORY     - Date     Condition        Report By
 LG0405  HISTORY     - 1935     MONUMENTED       CGS
 LG0405  HISTORY     - 1959     GOOD             CGS
 LG0405  HISTORY     - 1968     MARK NOT FOUND   USGS
 LG0405  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0405
 LG0405                          STATION DESCRIPTION
 LG0405
 LG0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0405'AT EMERALD.
 LG0405'THE MARK IS LOCATED IN AN AREA KNOWN A WEST EMERALD ALONG THE
 LG0405'C.B. AND Q. R.R. TRACKS.  FROM THE SCHOOLHOUSE AT EMERALD, PROCEED
 LG0405'WEST ON U.S. HIGHWAY 6 0.5 MILES TO A T INTERSECTION OF A GRADED
 LG0405'ROAD LEADING NORTH.  TURN RIGHT ON THE ROAD FOR 0.3 MILE TO
 LG0405'RAILROAD TRACKS.  MARK IS 102.6 FT. EAST OF THE CENTERLINE OF THE
 LG0405'ROAD, 19.5 FT. NORTH OF THE NORTH RAIL, 383 FT. WEST OF MILEPOST
 LG0405'8.  A STANDARD BRONZE DISK STAMPED N 80 1935, SET IN A CONCRETE POST
 LG0405'PROJECTING 6 INCHES ABOVE THE GROUND.
 LG0405
 LG0405                          STATION RECOVERY (1968)
 LG0405
 LG0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LG0405'MARK NOT FOUND.
 LG0405
 LG0405                          STATION RECOVERY (1990)
 LG0405
 LG0405'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0018 ***********************************************************************
 ML0018  DESIGNATION -  N 83
 ML0018  PID         -  ML0018
 ML0018  STATE/COUNTY-  NE/ANTELOPE
 ML0018  COUNTRY     -  US
 ML0018  USGS QUAD   -  ELGIN (2017)
 ML0018
 ML0018                         *CURRENT SURVEY CONTROL
 ML0018  ______________________________________________________________________
 ML0018* NAD 83(1986) POSITION- 41 58 51.     (N) 098 05 08.     (W)   SCALED
 ML0018* NAVD 88 ORTHO HEIGHT -   586.918 (meters)     1925.58  (feet) ADJUSTED
 ML0018  ______________________________________________________________________
 ML0018  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 ML0018  DYNAMIC HEIGHT  -        586.669 (meters)     1924.76  (feet) COMP
 ML0018  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 ML0018
 ML0018  VERT ORDER      -  SECOND    CLASS 0
 ML0018
 ML0018.The horizontal coordinates were scaled from a map and have
 ML0018.an estimated accuracy of +/- 6 seconds.
 ML0018
 ML0018.The orthometric height was determined by differential leveling and
 ML0018.adjusted by the NATIONAL GEODETIC SURVEY
 ML0018.in June 1991.
 ML0018
 ML0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0018.GEOID18 height accuracy estimate available here.
 ML0018
 ML0018.Click photographs - Photos may exist for this station.
 ML0018
 ML0018.The dynamic height is computed by dividing the NAVD 88
 ML0018.geopotential number by the normal gravity value computed on the
 ML0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0018.degrees latitude (g = 980.6199 gals.).
 ML0018
 ML0018.The modeled gravity was interpolated from observed gravity values.
 ML0018
 ML0018;                    North         East    Units  Estimated Accuracy
 ML0018;SPC NE       -   240,190.      658,600.      MT  (+/- 180 meters Scaled)
 ML0018
 ML0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757480(NAD 83)
 ML0018
 ML0018                          SUPERSEDED SURVEY CONTROL
 ML0018
 ML0018  NGVD 29 (??/??/92)  586.678  (m)         1924.79   (f) ADJ UNCH    2 0
 ML0018
 ML0018.Superseded values are not recommended for survey control.
 ML0018
 ML0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0018.See file dsdata.pdf to determine how the superseded data were derived.
 ML0018
 ML0018_MARKER: DB = BENCH MARK DISK
 ML0018_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0018_STAMPING: N 83 1935
 ML0018_MARK LOGO: CGS
 ML0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0018
 ML0018  HISTORY     - Date     Condition        Report By
 ML0018  HISTORY     - 1935     MONUMENTED       CGS
 ML0018  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0018
 ML0018                          STATION DESCRIPTION
 ML0018
 ML0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0018'0.2 MI S FROM ELGIN.
 ML0018'0.2 MILES SOUTH OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 ML0018'RAILROAD BETWEEN ELGIN AND ALBION, OPPOSITE THE ELGIN MILLS,
 ML0018'48.3 FEET EAST OF THE EAST RAIL, 15.1 FEET NORTH OF THE CENTER
 ML0018'LINE OF SIDE ROAD, 3.1 FEET WEST OF FENCE.
 ML0018
 ML0018                          STATION RECOVERY (1962)
 ML0018
 ML0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1630 ***********************************************************************
 MK1630  DESIGNATION -  N 84
 MK1630  PID         -  MK1630
 MK1630  STATE/COUNTY-  NE/PLATTE
 MK1630  COUNTRY     -  US
 MK1630  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1630
 MK1630                         *CURRENT SURVEY CONTROL
 MK1630  ______________________________________________________________________
 MK1630* NAD 83(1986) POSITION- 41 44 33.     (N) 097 48 45.     (W)   SCALED
 MK1630* NAVD 88 ORTHO HEIGHT -   540.052 (meters)     1771.82  (feet) ADJUSTED
 MK1630  ______________________________________________________________________
 MK1630  GEOID HEIGHT    -        -24.398 (meters)                     GEOID18
 MK1630  DYNAMIC HEIGHT  -        539.830 (meters)     1771.09  (feet) COMP
 MK1630  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 MK1630
 MK1630  VERT ORDER      -  SECOND    CLASS 0
 MK1630
 MK1630.The horizontal coordinates were scaled from a map and have
 MK1630.an estimated accuracy of +/- 6 seconds.
 MK1630
 MK1630.The orthometric height was determined by differential leveling and
 MK1630.adjusted by the NATIONAL GEODETIC SURVEY
 MK1630.in June 1991.
 MK1630
 MK1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1630.GEOID18 height accuracy estimate available here.
 MK1630
 MK1630.Click photographs - Photos may exist for this station.
 MK1630
 MK1630.The dynamic height is computed by dividing the NAVD 88
 MK1630.geopotential number by the normal gravity value computed on the
 MK1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1630.degrees latitude (g = 980.6199 gals.).
 MK1630
 MK1630.The modeled gravity was interpolated from observed gravity values.
 MK1630
 MK1630;                    North         East    Units  Estimated Accuracy
 MK1630;SPC NE       -   214,270.      681,890.      MT  (+/- 180 meters Scaled)
 MK1630
 MK1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM987218(NAD 83)
 MK1630
 MK1630                          SUPERSEDED SURVEY CONTROL
 MK1630
 MK1630  NGVD 29 (??/??/92)  539.856  (m)         1771.18   (f) ADJ UNCH    2 0
 MK1630
 MK1630.Superseded values are not recommended for survey control.
 MK1630
 MK1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1630.See file dsdata.pdf to determine how the superseded data were derived.
 MK1630
 MK1630_MARKER: DB = BENCH MARK DISK
 MK1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1630_STAMPING: N 84 1935
 MK1630_MARK LOGO: CGS
 MK1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1630+STABILITY: SURFACE MOTION
 MK1630
 MK1630  HISTORY     - Date     Condition        Report By
 MK1630  HISTORY     - 1935     MONUMENTED       CGS
 MK1630  HISTORY     - 1950     MARK NOT FOUND   CGS
 MK1630
 MK1630                          STATION DESCRIPTION
 MK1630
 MK1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1630'1.9 MI W FROM NEWMAN GROVE.
 MK1630'1.9 MILES WEST OF NEWMAN GROVE.  ALONG THE CHICAGO AND NORTH
 MK1630'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, ABOUT 0.3 MILES
 MK1630'SW OF WHITE FARM BUILDING, 123.7 FEET NORTHEAST OF RAILROAD
 MK1630'CROSSING, 43.7 FEET SE OF THE SE RAIL, 3.8 FEET NW OF FENCE.
 MK1630
 MK1630                          STATION RECOVERY (1950)
 MK1630
 MK1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1191 ***********************************************************************
 MK1191  DESIGNATION -  N 86 RESET
 MK1191  PID         -  MK1191
 MK1191  STATE/COUNTY-  NE/PLATTE
 MK1191  COUNTRY     -  US
 MK1191  USGS QUAD   -  HUMPHREY (2017)
 MK1191
 MK1191                         *CURRENT SURVEY CONTROL
 MK1191  ______________________________________________________________________
 MK1191* NAD 83(1986) POSITION- 41 42 02.     (N) 097 27 24.     (W)   SCALED
 MK1191* NAVD 88 ORTHO HEIGHT -   504.78  (meters)     1656.1   (feet) RESET
 MK1191  ______________________________________________________________________
 MK1191  GEOID HEIGHT    -        -24.839 (meters)                     GEOID18
 MK1191  VERT ORDER      -  THIRD
 MK1191
 MK1191.The horizontal coordinates were scaled from a map and have
 MK1191.an estimated accuracy of +/- 6 seconds.
 MK1191
 MK1191.The orthometric height was computed from unverified reset data.
 MK1191
 MK1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1191.GEOID18 height accuracy estimate available here.
 MK1191
 MK1191.Click photographs - Photos may exist for this station.
 MK1191
 MK1191;                    North         East    Units  Estimated Accuracy
 MK1191;SPC NE       -   210,420.      711,600.      MT  (+/- 180 meters Scaled)
 MK1191
 MK1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM284176(NAD 83)
 MK1191
 MK1191                          SUPERSEDED SURVEY CONTROL
 MK1191
 MK1191  NGVD 29 (??/??/??)  504.58   (m)         1655.4    (f) RESET       3  
 MK1191
 MK1191.Superseded values are not recommended for survey control.
 MK1191
 MK1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1191.See file dsdata.pdf to determine how the superseded data were derived.
 MK1191
 MK1191_MARKER: DB = BENCH MARK DISK
 MK1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1191_STAMPING: N 86 RESET 1956
 MK1191_MARK LOGO: CGS
 MK1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1191+STABILITY: SURFACE MOTION
 MK1191
 MK1191  HISTORY     - Date     Condition        Report By
 MK1191  HISTORY     - 1956     MONUMENTED       NEDR
 MK1191
 MK1191                          STATION DESCRIPTION
 MK1191
 MK1191'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 MK1191'1.7 MI NE FROM HUMPHREY.
 MK1191'1.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK1191'FROM THE STATION AT HUMPHREY, PLATTE COUNTY, 131 FEET SOUTHWEST
 MK1191'OF THE CENTER OF A POWER POLE, 99 FEET WEST OF THE CENTER OF
 MK1191'A TELEPHONE POLE, 62.7 FEET NORTHWEST OF A NAIL IN A RAILROAD
 MK1191'CROSSING SIGN, AND 3 FEET NORTHEAST OF THE EDGE OF A POWER POLE.
 MK1191'ALL THE TIES ARE NORTH OF THE CENTERLINE OF U.S. HIGHWAY 91.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1165 ***********************************************************************
 MK1165  DESIGNATION -  N 87
 MK1165  PID         -  MK1165
 MK1165  STATE/COUNTY-  NE/STANTON
 MK1165  COUNTRY     -  US
 MK1165  USGS QUAD   -  STANTON SE (2017)
 MK1165
 MK1165                         *CURRENT SURVEY CONTROL
 MK1165  ______________________________________________________________________
 MK1165* NAD 83(1986) POSITION- 41 45 18.     (N) 097 03 58.     (W)   SCALED
 MK1165* NAVD 88 ORTHO HEIGHT -   510.190 (meters)     1673.85  (feet) ADJUSTED
 MK1165  ______________________________________________________________________
 MK1165  GEOID HEIGHT    -        -25.142 (meters)                     GEOID18
 MK1165  DYNAMIC HEIGHT  -        509.985 (meters)     1673.18  (feet) COMP
 MK1165  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 MK1165
 MK1165  VERT ORDER      -  SECOND    CLASS 0
 MK1165
 MK1165.The horizontal coordinates were scaled from a map and have
 MK1165.an estimated accuracy of +/- 6 seconds.
 MK1165
 MK1165.The orthometric height was determined by differential leveling and
 MK1165.adjusted by the NATIONAL GEODETIC SURVEY
 MK1165.in June 1991.
 MK1165
 MK1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1165.GEOID18 height accuracy estimate available here.
 MK1165
 MK1165.Click photographs - Photos may exist for this station.
 MK1165
 MK1165.The dynamic height is computed by dividing the NAVD 88
 MK1165.geopotential number by the normal gravity value computed on the
 MK1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1165.degrees latitude (g = 980.6199 gals.).
 MK1165
 MK1165.The modeled gravity was interpolated from observed gravity values.
 MK1165
 MK1165;                    North         East    Units  Estimated Accuracy
 MK1165;SPC NE       -   217,490.      743,880.      MT  (+/- 180 meters Scaled)
 MK1165
 MK1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM607243(NAD 83)
 MK1165
 MK1165                          SUPERSEDED SURVEY CONTROL
 MK1165
 MK1165  NGVD 29 (??/??/92)  510.008  (m)         1673.25   (f) ADJ UNCH    2 0
 MK1165
 MK1165.Superseded values are not recommended for survey control.
 MK1165
 MK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1165.See file dsdata.pdf to determine how the superseded data were derived.
 MK1165
 MK1165_MARKER: DB = BENCH MARK DISK
 MK1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1165_STAMPING: N 87 1935
 MK1165_MARK LOGO: CGS
 MK1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1165+STABILITY: SURFACE MOTION
 MK1165
 MK1165  HISTORY     - Date     Condition        Report By
 MK1165  HISTORY     - 1935     MONUMENTED       CGS
 MK1165  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1165
 MK1165                          STATION DESCRIPTION
 MK1165
 MK1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1165'5 MI NE FROM CLARKSON.
 MK1165'5.0 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1165'NO. 15 BETWEEN SCHUYLER AND PILGER, 2.0 MILES NORTH OF JUNCTION
 MK1165'OF HIGHWAY 15 WITH HIGHWAY 91, 51.5 FEET NORTHEAST OF ROAD
 MK1165'INTERSECTION, 38.8 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 MK1165'22.5 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD.  7.4 FEET
 MK1165'NORTH OF CORNER POST, 2.6 FEET WEST OF FENCE.
 MK1165
 MK1165                          STATION RECOVERY (1966)
 MK1165
 MK1165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1166 ***********************************************************************
 MK1166  DESIGNATION -  N 87 RESET
 MK1166  PID         -  MK1166
 MK1166  STATE/COUNTY-  NE/STANTON
 MK1166  COUNTRY     -  US
 MK1166  USGS QUAD   -  STANTON SE (2017)
 MK1166
 MK1166                         *CURRENT SURVEY CONTROL
 MK1166  ______________________________________________________________________
 MK1166* NAD 83(1986) POSITION- 41 45 27.29   (N) 097 03 29.56   (W)   HD_HELD1
 MK1166* NAVD 88 ORTHO HEIGHT -   509.54  (meters)     1671.7   (feet) RESET
 MK1166  ______________________________________________________________________
 MK1166  GEOID HEIGHT    -        -25.146 (meters)                     GEOID18
 MK1166  VERT ORDER      -  THIRD
 MK1166
 MK1166.The horizontal coordinates were determined by differentially corrected
 MK1166.hand held GPS observations or other comparable positioning techniques
 MK1166.and have an estimated accuracy of +/- 3 meters.
 MK1166
 MK1166.The orthometric height was computed from unverified reset data.
 MK1166
 MK1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1166.GEOID18 height accuracy estimate available here.
 MK1166
 MK1166.Click photographs - Photos may exist for this station.
 MK1166
 MK1166;                    North         East    Units  Estimated Accuracy
 MK1166;SPC NE       -   217,801.3     744,524.0     MT  (+/- 3 meters HH1 GPS) 
 MK1166
 MK1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6142624683(NAD 83)
 MK1166
 MK1166                          SUPERSEDED SURVEY CONTROL
 MK1166
 MK1166  NGVD 29 (??/??/??)  509.36   (m)         1671.1    (f) RESET       3  
 MK1166
 MK1166.Superseded values are not recommended for survey control.
 MK1166
 MK1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1166.See file dsdata.pdf to determine how the superseded data were derived.
 MK1166
 MK1166_MARKER: DB = BENCH MARK DISK
 MK1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1166_STAMPING: N 87 RESET 1964
 MK1166_MARK LOGO: CGS
 MK1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1166+STABILITY: SURFACE MOTION
 MK1166
 MK1166  HISTORY     - Date     Condition        Report By
 MK1166  HISTORY     - 1964     MONUMENTED       CGS
 MK1166
 MK1166                          STATION DESCRIPTION
 MK1166
 MK1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MK1166'6 MI NE FROM CLARKSON.
 MK1166'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 91 FROM CLARKSON, THENCE
 MK1166'3.0 MILES NORTH ALONG STATE HIGHWAY 15, AT A COUNTY-ROAD
 MK1166'INTERSECTION, 80.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MK1166'34.0 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 1.5 FEET
 MK1166'NORTH OF A FENCE AND 11.2 FEET WEST OF A TELEPHONE POLE AND SET
 MK1166'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0098 ***********************************************************************
 LG0098  DESIGNATION -  N 88
 LG0098  PID         -  LG0098
 LG0098  STATE/COUNTY-  NE/CASS
 LG0098  COUNTRY     -  US
 LG0098  USGS QUAD   -  AVOCA (2017)
 LG0098
 LG0098                         *CURRENT SURVEY CONTROL
 LG0098  ______________________________________________________________________
 LG0098* NAD 83(1986) POSITION- 40 47 43.     (N) 096 07 14.     (W)   SCALED
 LG0098* NAVD 88 ORTHO HEIGHT -   357.245 (meters)     1172.06  (feet) ADJUSTED
 LG0098  ______________________________________________________________________
 LG0098  GEOID HEIGHT    -        -27.139 (meters)                     GEOID18
 LG0098  DYNAMIC HEIGHT  -        357.084 (meters)     1171.53  (feet) COMP
 LG0098  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 LG0098
 LG0098  VERT ORDER      -  SECOND    CLASS 0
 LG0098
 LG0098.The horizontal coordinates were scaled from a map and have
 LG0098.an estimated accuracy of +/- 6 seconds.
 LG0098
 LG0098.The orthometric height was determined by differential leveling and
 LG0098.adjusted by the NATIONAL GEODETIC SURVEY
 LG0098.in June 1991.
 LG0098
 LG0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0098.GEOID18 height accuracy estimate available here.
 LG0098
 LG0098.Click photographs - Photos may exist for this station.
 LG0098
 LG0098.The dynamic height is computed by dividing the NAVD 88
 LG0098.geopotential number by the normal gravity value computed on the
 LG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0098.degrees latitude (g = 980.6199 gals.).
 LG0098
 LG0098.The modeled gravity was interpolated from observed gravity values.
 LG0098
 LG0098;                    North         East    Units  Estimated Accuracy
 LG0098;SPC NE       -   114,150.      827,210.      MT  (+/- 180 meters Scaled)
 LG0098
 LG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL429200(NAD 83)
 LG0098
 LG0098                          SUPERSEDED SURVEY CONTROL
 LG0098
 LG0098  NGVD 29 (??/??/92)  357.148  (m)         1171.74   (f) ADJ UNCH    2 0
 LG0098
 LG0098.Superseded values are not recommended for survey control.
 LG0098
 LG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0098.See file dsdata.pdf to determine how the superseded data were derived.
 LG0098
 LG0098_MARKER: DB = BENCH MARK DISK
 LG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0098_STAMPING: N 88 1935
 LG0098_MARK LOGO: CGS
 LG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0098+STABILITY: SURFACE MOTION
 LG0098
 LG0098  HISTORY     - Date     Condition        Report By
 LG0098  HISTORY     - 1935     MONUMENTED       CGS
 LG0098  HISTORY     - 1961     GOOD             CGS
 LG0098  HISTORY     - 1964     GOOD             USGS
 LG0098  HISTORY     - 1987     MARK NOT FOUND   NGS
 LG0098
 LG0098                          STATION DESCRIPTION
 LG0098
 LG0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0098'AT AVOCA.
 LG0098'AT AVOCA, CASS COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 42.8
 LG0098'FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, IN THE
 LG0098'RAILROAD PARK, 25.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LG0098'A COAL SHED, AND 24.7 FEET WEST OF THE WEST RAIL.  A STANDARD
 LG0098'DISK, STAMPED N 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0098
 LG0098                          STATION RECOVERY (1964)
 LG0098
 LG0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0098'RECOVERED IN GOOD CONDITION.
 LG0098
 LG0098                          STATION RECOVERY (1987)
 LG0098
 LG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1108 ***********************************************************************
 ML1108  DESIGNATION -  N MON
 ML1108  PID         -  ML1108
 ML1108  STATE/COUNTY-  NE/SHERMAN
 ML1108  COUNTRY     -  US
 ML1108  USGS QUAD   -  ASHTON (2017)
 ML1108
 ML1108                         *CURRENT SURVEY CONTROL
 ML1108  ______________________________________________________________________
 ML1108* NAD 83(1995) POSITION- 41 08 00.44234(N) 098 50 03.76935(W)   ADJUSTED
 ML1108* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 ML1108  ______________________________________________________________________
 ML1108  GEOID HEIGHT    -        -24.182 (meters)                     GEOID18
 ML1108  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 ML1108  HORZ ORDER      -  THIRD
 ML1108
 ML1108.The horizontal coordinates were established by classical geodetic methods
 ML1108.and adjusted by the National Geodetic Survey in August 1997.
 ML1108
 ML1108.The orthometric height was scaled from a topographic map.
 ML1108
 ML1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1108.GEOID18 height accuracy estimate available here.
 ML1108
 ML1108.Click photographs - Photos may exist for this station.
 ML1108
 ML1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1108
 ML1108. The following values were computed from the NAD 83(1995) position.
 ML1108
 ML1108;                    North         East     Units Scale Factor Converg.
 ML1108;SPC NE       -   145,006.820   597,837.222   MT  0.99967959   +0 46 20.8
 ML1108;SPC NE       -   475,743.21  1,961,404.29   sFT  0.99967959   +0 46 20.8
 ML1108;UTM  14      - 4,553,585.355   513,900.734   MT  0.99960238   +0 06 32.2
 ML1108
 ML1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1108!SPC NE       -   0.99990400  x   0.99967959  =   0.99958362
 ML1108!UTM  14      -   0.99990400  x   0.99960238  =   0.99950642
 ML1108
 ML1108:                Primary Azimuth Mark                     Grid Az
 ML1108:SPC NE       -  S MON                                    217 28 41.1
 ML1108:UTM  14      -  S MON                                    218 08 29.7
 ML1108
 ML1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1390053585(NAD 83)
 ML1108
 ML1108|---------------------------------------------------------------------|
 ML1108| PID    Reference Object                     Distance      Geod. Az  |
 ML1108|                                                           dddmmss.s |
 ML1108| CO1911 N MON RM 1                            8.836 METERS 09223     |
 ML1108| CO1910 S MON                                              2181501.9 |
 ML1108| CO1912 N MON RM 2                            8.421 METERS 35717     |
 ML1108|---------------------------------------------------------------------|
 ML1108
 ML1108                          SUPERSEDED SURVEY CONTROL
 ML1108
 ML1108  NAD 83(1986)-  41 08 00.45034(N)    098 50 03.77185(W) AD(       ) 3
 ML1108  NAD 27      -  41 08 00.40800(N)    098 50 02.48200(W) AD(       ) 3
 ML1108
 ML1108.Superseded values are not recommended for survey control.
 ML1108
 ML1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1108.See file dsdata.pdf to determine how the superseded data were derived.
 ML1108
 ML1108_MARKER: DB = BENCH MARK DISK
 ML1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1108_STAMPING: N MON
 ML1108_MARK LOGO: BOR
 ML1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1108+STABILITY: SURFACE MOTION
 ML1108
 ML1108  HISTORY     - Date     Condition        Report By
 ML1108  HISTORY     - UNK      MONUMENTED       BOR
 ML1108  HISTORY     - 1951     GOOD             CGS
 ML1108
 ML1108                          STATION DESCRIPTION
 ML1108
 ML1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1108'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF ROCKVILLE ON
 ML1108'THE SOUTH SLOPE OF A NORTH-SOUTH RIDGE, 190 FEET SOUTH OF A
 ML1108'T FENCE CORNER, 4 FEET NORTHEAST OF A WITNESS POST AND 3 FEET
 ML1108'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD USBR BENCH
 ML1108'MARK DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 ML1108'4 INCHES AND IS STAMPED N MON.
 ML1108'
 ML1108'REFERENCE MARK NO. 1 IS 30 FEET EAST OF A NORTH-SOUTH FENCE
 ML1108'LINE AND WITNESS POST AND IS ON THE SAME ELEVATION AS THE
 ML1108'STATION.  IT IS STAMPED N MON NO 1 1951 AND PROJECTS 4 INCHES.
 ML1108'
 ML1108'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF PASTURE, 30 FEET
 ML1108'NORTH OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 ML1108'LINE.  IT IS STAMPED N MON NO 2 1951 AND PROJECTS 4 INCHES.
 ML1108'
 ML1108'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 41.78
 ML1108'FEET.
 ML1108'
 ML1108'THE AZIMUTH MARK (S MON (USBR)) IS IN AN OPEN PASTURE ON THE
 ML1108'NORTH SLOPE OF A HILL, 130 FEET EAST-SOUTHEAST OF A FENCE
 ML1108'CORNER AND 2 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 ML1108'USBR BENCH MARK DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE
 ML1108'POST PROJECTING 3 INCHES AND IS STAMPED S MON.
 ML1108'
 ML1108'TO REACH THE STATION FROM THE POST OFFICE IN ROCKVILLE, GO
 ML1108'NORTH FOR 0.2 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST
 ML1108'FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 ML1108'DIRT ROAD FOR 0.3 MILE TO A POINT WHERE ROAD CURVES WEST.  LEAVE
 ML1108'ROAD AND GO NORTHEAST ACROSS FIELD TOWARD WINDMILL FOR 0.2
 ML1108'MILE TO A WIRE GATE IN EAST-WEST FENCE LINE, ABOUT 75 YARDS
 ML1108'SOUTHWEST OF WINDMILL, PASS THROUGH GATE AND GO NORTHWEST UP
 ML1108'RIDGE FOR 0.35 MILE TO STATION IN WEST EDGE OF PASTURE AS
 ML1108'DESCRIBED.
 ML1108'
 ML1108'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ROCKVILLE,
 ML1108'GO SOUTH FOR 1 BLOCK, TURN RIGHT AND GO WEST, SOUTH AND WEST
 ML1108'ON STATE HIGHWAY 68 FOR 0.6 MILE TO A POINT WHERE HIGHWAY CURVES
 ML1108'SOUTH ACROSS MIDDLE LOUP RIVER.  CONTINUE SOUTH AND WEST ON
 ML1108'HIGHWAY FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO
 ML1108'NORTH ON DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON RIGHT,
 ML1108'TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.1
 ML1108'MILE TO A FENCE CORNER.  AZIMUTH IS JUST EAST IN PASTURE
 ML1108'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0415 ***********************************************************************
 MM0415  DESIGNATION -  N PLATTE CITY POLICE RAD MAST
 MM0415  PID         -  MM0415
 MM0415  STATE/COUNTY-  NE/LINCOLN
 MM0415  COUNTRY     -  US
 MM0415  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0415
 MM0415                         *CURRENT SURVEY CONTROL
 MM0415  ______________________________________________________________________
 MM0415* NAD 83(1995) POSITION- 41 08 29.53895(N) 100 45 27.09116(W)   ADJUSTED
 MM0415  ______________________________________________________________________
 MM0415  GEOID HEIGHT    -        -22.173 (meters)                     GEOID18
 MM0415  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 MM0415  HORZ ORDER      -  THIRD
 MM0415
 MM0415.The horizontal coordinates were established by classical geodetic methods
 MM0415.and adjusted by the National Geodetic Survey in August 1997.
 MM0415
 MM0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0415.GEOID18 height accuracy estimate available here.
 MM0415
 MM0415.Click photographs - Photos may exist for this station.
 MM0415
 MM0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0415
 MM0415. The following values were computed from the NAD 83(1995) position.
 MM0415
 MM0415;                    North         East     Units Scale Factor Converg.
 MM0415;SPC NE       -   145,523.134   436,423.251   MT  0.99967869   -0 30 07.2
 MM0415;SPC NE       -   477,437.15  1,431,831.95   sFT  0.99967869   -0 30 07.2
 MM0415;UTM  14      - 4,555,957.988   352,502.926   MT  0.99986776   -1 09 23.5
 MM0415
 MM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5250255957(NAD 83)
 MM0415
 MM0415                          SUPERSEDED SURVEY CONTROL
 MM0415
 MM0415  NAD 83(1986)-  41 08 29.54358(N)    100 45 27.09807(W) AD(       ) 3
 MM0415  NAD 27      -  41 08 29.55898(N)    100 45 25.57570(W) AD(       ) 3
 MM0415
 MM0415.Superseded values are not recommended for survey control.
 MM0415
 MM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0415.See file dsdata.pdf to determine how the superseded data were derived.
 MM0415
 MM0415_MARKER: 42 = RADIO/TV MAST
 MM0415
 MM0415  HISTORY     - Date     Condition        Report By
 MM0415  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0415  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 MM0415
 MM0415                          STATION DESCRIPTION
 MM0415
 MM0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0415'THE STATION IS LOCATED IN A FENCED AREA JUST WEST OF THE CITY
 MM0415'POLICE DEPARTMENT BUILDING AT THE CORNER OF N. WALNUT STREET
 MM0415'AND EAST 8 TH STREET IN NORTH PLATTE.  IT IS A STEEL TRUSS
 MM0415'STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED ALTERNATELY RED
 MM0415'AND WHITE WITH A 12.0 FOOT TUBULAR ANTENNAE AT THE TOP OF THE
 MM0415'MAST AND HAS AN OVER-ALL HEIGHT OF 90.0 FEET.
 MM0415'
 MM0415'THE POINT OBSERVED UPON WAS THE TOP OF THE ANTENNAE AT THE
 MM0415'TOP OF THE MAST.
 MM0415
 MM0415                          STATION RECOVERY (2001)
 MM0415
 MM0415'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 MM0415'LOCATION IS NOW A CONSTRUCTION SITE. ANTENNAS ARE NOW ON TOP OF CITY
 MM0415'WATER TOWER AT E 8TH STREET AND CHESTNUT SW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0405 ***********************************************************************
 MM0405  DESIGNATION -  N PLATTE STATE POLICE RAD MAST
 MM0405  PID         -  MM0405
 MM0405  STATE/COUNTY-  NE/LINCOLN
 MM0405  COUNTRY     -  US
 MM0405  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0405
 MM0405                         *CURRENT SURVEY CONTROL
 MM0405  ______________________________________________________________________
 MM0405* NAD 83(1995) POSITION- 41 11 24.85654(N) 100 44 57.94815(W)   ADJUSTED
 MM0405  ______________________________________________________________________
 MM0405  GEOID HEIGHT    -        -22.091 (meters)                     GEOID18
 MM0405  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 MM0405  HORZ ORDER      -  THIRD
 MM0405
 MM0405.The horizontal coordinates were established by classical geodetic methods
 MM0405.and adjusted by the National Geodetic Survey in August 1997.
 MM0405
 MM0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0405.GEOID18 height accuracy estimate available here.
 MM0405
 MM0405.Click photographs - Photos may exist for this station.
 MM0405
 MM0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0405
 MM0405. The following values were computed from the NAD 83(1995) position.
 MM0405
 MM0405;                    North         East     Units Scale Factor Converg.
 MM0405;SPC NE       -   150,923.666   437,149.510   MT  0.99967368   -0 29 47.9
 MM0405;SPC NE       -   495,155.39  1,434,214.68   sFT  0.99967368   -0 29 47.9
 MM0405;UTM  14      - 4,561,350.889   353,291.033   MT  0.99986490   -1 09 08.3
 MM0405
 MM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5329161350(NAD 83)
 MM0405
 MM0405                          SUPERSEDED SURVEY CONTROL
 MM0405
 MM0405  NAD 83(1986)-  41 11 24.86109(N)    100 44 57.95537(W) AD(       ) 3
 MM0405  NAD 27      -  41 11 24.86644(N)    100 44 56.43358(W) AD(       ) 3
 MM0405
 MM0405.Superseded values are not recommended for survey control.
 MM0405
 MM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0405.See file dsdata.pdf to determine how the superseded data were derived.
 MM0405
 MM0405_MARKER: 42 = RADIO/TV MAST
 MM0405
 MM0405  HISTORY     - Date     Condition        Report By
 MM0405  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0405  HISTORY     - 1958     GOOD             CGS
 MM0405  HISTORY     - 1967     GOOD             NEDR
 MM0405
 MM0405                          STATION DESCRIPTION
 MM0405
 MM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0405'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL 3.0 MILES
 MM0405'NORTH OF NORTH PLATTE AND ABOUT 400.0 FEET EAST OF U.S. HIGHWAY
 MM0405'NO. 83.  IT IS A SELF SUPPORTING FOUR-LEGGED STEEL STRUCTURE,
 MM0405'IS PAINTED ALTERNATELY RED AND WHITE WITH A RED FLASHING LIGHT
 MM0405'AT THE TOP OF THE MAST AND HAS AN OVER-ALL HEIGHT OF 300.0
 MM0405'FEET.
 MM0405'
 MM0405'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE TOP
 MM0405'OF THE MAST.
 MM0405'
 MM0405'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF
 MM0405'U.S. HIGHWAY NO. 30 AND U.S. HIGHWAY NO. 83 IN THE NORTHWEST
 MM0405'PART OF NORTH PLATTE, GO NORTH ON U.S. HIGHWAY NO. 83 FOR 3.0
 MM0405'MILES TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT AS
 MM0405'DESCRIBED.
 MM0405
 MM0405                          STATION RECOVERY (1958)
 MM0405
 MM0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0405'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MM0405'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 MM0405
 MM0405                          STATION RECOVERY (1967)
 MM0405
 MM0405'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0405'STATION WAS FOUND AS DESCRIBED AND IS IN GOOD CONDITION.  IT
 MM0405'IS BELIEVED TO BE THE SAME AS IN 1951.
 MM0405'
 MM0405'TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0047 ***********************************************************************
 LH0047  DESIGNATION -  N RESET
 LH0047  PID         -  LH0047
 LH0047  STATE/COUNTY-  NE/HALL
 LH0047  COUNTRY     -  US
 LH0047  USGS QUAD   -  DONIPHAN (2017)
 LH0047
 LH0047                         *CURRENT SURVEY CONTROL
 LH0047  ______________________________________________________________________
 LH0047* NAD 83(1986) POSITION- 40 50 44.     (N) 098 22 06.     (W)   SCALED
 LH0047* NAVD 88 ORTHO HEIGHT -   571.28  (meters)     1874.3   (feet) RESET
 LH0047  ______________________________________________________________________
 LH0047  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 LH0047  VERT ORDER      -  THIRD
 LH0047
 LH0047.The horizontal coordinates were scaled from a map and have
 LH0047.an estimated accuracy of +/- 6 seconds.
 LH0047
 LH0047.The orthometric height was computed from unverified reset data.
 LH0047
 LH0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0047.GEOID18 height accuracy estimate available here.
 LH0047
 LH0047.Click photographs - Photos may exist for this station.
 LH0047
 LH0047;                    North         East    Units  Estimated Accuracy
 LH0047;SPC NE       -   113,680.      637,550.      MT  (+/- 180 meters Scaled)
 LH0047
 LH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532218(NAD 83)
 LH0047
 LH0047                          SUPERSEDED SURVEY CONTROL
 LH0047
 LH0047  NGVD 29 (??/??/??)  571.04   (m)         1873.5    (f) RESET       3  
 LH0047
 LH0047.Superseded values are not recommended for survey control.
 LH0047
 LH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0047.See file dsdata.pdf to determine how the superseded data were derived.
 LH0047
 LH0047_MARKER: V = STONE MONUMENT
 LH0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0047
 LH0047  HISTORY     - Date     Condition        Report By
 LH0047  HISTORY     - 1961     MONUMENTED       CGS
 LH0047  HISTORY     - 1961     GOOD             CGS
 LH0047  HISTORY     - 1965     GOOD             CGS
 LH0047  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0047
 LH0047                          STATION DESCRIPTION
 LH0047
 LH0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0047'5.1 MI N FROM DONIPHAN.
 LH0047'THIS MARK IS LOCATED ABOUT 5.1 MILES NORTH ALONG THE UNION
 LH0047'PACIFIC RAILROAD FROM THE STATION AT DONIPHAN, HALL COUNTY,
 LH0047'ABOUT 100 YARDS NORTH OF RIVER SIDING SIGNPOST, 61 FEET NORTH
 LH0047'OF THE 3RD POLE NORTH OF ROAD CROSSING, 45 FEET EAST OF THE
 LH0047'EAST RAIL OF THE MAIN TRACK, AND 3 FEET SOUTH-SOUTHWEST OF A
 LH0047'FENCE T-INTERSECTION WHICH IS AT THE NORTHWEST CORNER OF A
 LH0047'FARM LOT AND THE SOUTHWEST CORNER OF A GROVE OF TREES.  THE
 LH0047'MARK IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND PROJECTS
 LH0047'12 INCHES.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 LH0047'LETTERS USBM CUT IN THE TOP OF A LIMESTONE POST.
 LH0047
 LH0047                          STATION RECOVERY (1965)
 LH0047
 LH0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LH0047'RECOVERED IN GOOD CONDITION.
 LH0047
 LH0047                          STATION RECOVERY (1991)
 LH0047
 LH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0047'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4167 ***********************************************************************
 AB4167  SACS        -  This is a Secondary Airport Control Station.
 AB4167  DESIGNATION -  N21 A
 AB4167  PID         -  AB4167
 AB4167  STATE/COUNTY-  NE/OTOE
 AB4167  COUNTRY     -  US
 AB4167  USGS QUAD   -  JULIAN (2017)
 AB4167
 AB4167                         *CURRENT SURVEY CONTROL
 AB4167  ______________________________________________________________________
 AB4167* NAD 83(2011) POSITION- 40 36 08.84466(N) 095 51 42.07645(W)   ADJUSTED
 AB4167* NAD 83(2011) ELLIP HT-   323.212 (meters)        (06/27/12)   ADJUSTED
 AB4167* NAD 83(2011) EPOCH   -  2010.00
 AB4167* NAVD 88 ORTHO HEIGHT -   352.47  (meters)     1156.4   (feet) GPS OBS
 AB4167  ______________________________________________________________________
 AB4167  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4167  GEOID HEIGHT    -        -29.226 (meters)                     GEOID96
 AB4167  GEOID HEIGHT    -        -29.313 (meters)                     GEOID18
 AB4167  NAD 83(2011) X  -   -495,285.514 (meters)                     COMP
 AB4167  NAD 83(2011) Y  - -4,824,326.359 (meters)                     COMP
 AB4167  NAD 83(2011) Z  -  4,129,215.028 (meters)                     COMP
 AB4167  LAPLACE CORR    -         -8.51  (seconds)                    DEFLEC18
 AB4167
 AB4167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4167  Standards:
 AB4167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4167  -------------------------------------------------------------------
 AB4167  NETWORK    0.38   0.94           0.18   0.12   0.48      0.00238707
 AB4167  -------------------------------------------------------------------
 AB4167  Click here for local accuracies and other accuracy information.
 AB4167
 AB4167.This mark is at Nebraska City Municipal Airport (N21)
 AB4167
 AB4167.The horizontal coordinates were established by GPS observations
 AB4167.and adjusted by the National Geodetic Survey in June 2012.
 AB4167
 AB4167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4167.been affixed to the stable North American tectonic plate. See 
 AB4167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4167
 AB4167.The horizontal coordinates are valid at the epoch date displayed above
 AB4167.which is a decimal equivalence of Year/Month/Day.
 AB4167
 AB4167.The orthometric height was determined by GPS observations and a
 AB4167.high-resolution geoid model.
 AB4167
 AB4167.GPS derived orthometric heights for airport stations designated as
 AB4167.PACS or SACS are published to 2 decimal places.  This maintains
 AB4167.centimeter relative accuracy between the PACS and SACS.  It does
 AB4167.not indicate centimeter accuracy relative to other marks which are
 AB4167.part of the published vertical control network.
 AB4167
 AB4167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4167.GEOID18 height accuracy estimate available here.
 AB4167
 AB4167.Click photographs - Photos may exist for this station.
 AB4167
 AB4167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4167
 AB4167.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4167
 AB4167.The ellipsoidal height was determined by GPS observations
 AB4167.and is referenced to NAD 83.
 AB4167
 AB4167. The following values were computed from the NAD 83(2011) position.
 AB4167
 AB4167;                    North         East     Units Scale Factor Converg.
 AB4167;SPC NE       -    93,774.543   850,051.101   MT  0.99978183   +2 44 32.8
 AB4167;SPC NE       -   307,658.65  2,788,875.99   sFT  0.99978183   +2 44 32.8
 AB4167;UTM  15      - 4,498,564.503   257,871.852   MT  1.00032168   -1 51 47.9
 AB4167
 AB4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4167!SPC NE       -   0.99994930  x   0.99978183  =   0.99973114
 AB4167!UTM  15      -   0.99994930  x   1.00032168  =   1.00027096
 AB4167
 AB4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5787198564(NAD 83)
 AB4167
 AB4167                          SUPERSEDED SURVEY CONTROL
 AB4167
 AB4167  NAD 83(2007)-  40 36 08.84474(N)    095 51 42.07702(W) AD(2002.00) 0
 AB4167  ELLIP H (02/10/07)  323.232  (m)                       GP(2002.00)    
 AB4167  ELLIP H (12/13/01)  323.206  (m)                       GP(       ) 4 1
 AB4167  NAD 83(1995)-  40 36 08.84467(N)    095 51 42.07645(W) AD(       ) 1
 AB4167  ELLIP H (08/21/98)  323.307  (m)                       GP(       ) 4 1
 AB4167
 AB4167.Superseded values are not recommended for survey control.
 AB4167
 AB4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4167.See file dsdata.pdf to determine how the superseded data were derived.
 AB4167
 AB4167_MARKER: I = METAL ROD
 AB4167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4167_STAMPING: N21 A 1995
 AB4167_MARK LOGO: NGS
 AB4167_PROJECTION: FLUSH
 AB4167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4167+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 AB4167_ROD/PIPE-DEPTH: 8.5 meters
 AB4167_SLEEVE-DEPTH  : 1 meters
 AB4167
 AB4167  HISTORY     - Date     Condition        Report By
 AB4167  HISTORY     - 1995     MONUMENTED       NGS
 AB4167  HISTORY     - 19970811 GOOD             NGS
 AB4167  HISTORY     - 20060105 GOOD             NDA
 AB4167  HISTORY     - 20130619 GOOD             JEOCON
 AB4167
 AB4167                          STATION DESCRIPTION
 AB4167
 AB4167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4167'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF JULIAN, 3.3 MI
 AB4167'(5.3 KM) SOUTH OF NEBRASKA CITY AND AT THE NEBRASKA CITY AIRPORT, NEAR
 AB4167'THE APPROACH END OF RUNWAY 33.  OWNERSHIP--NEBRASKA CITY AIRPORT
 AB4167'AUTHORITY.  AIRPORT MANAGER IS DICK RHEINHART, PHONE (402) 873-6971.
 AB4167'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 SOUTH AND
 AB4167'STATE HIGHWAY 2 ON THE SOUTH SIDE OF NEBRASKA CITY, GO SOUTH ON US
 AB4167'HIGHWAY 75 FOR 3.35 MI (5.39 KM) TO THE TOP OF A HILL AND A GRAVEL
 AB4167'ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR
 AB4167'0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND
 AB4167'GO WESTERLY THEN SOUTHWESTERLY ON THE APRON THEN THE CONNECTOR TAXIWAY
 AB4167'FOR 0.15 MI (0.24 KM) TO THE PAVED RUNWAY, TURN LEFT AND GO
 AB4167'SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AB4167'THE LEFT, IN LINE WITH THE NORTH-NORTHWEST EDGE OF THE AIRPORT
 AB4167'TURNAROUND PAVEMENT.  THE STATION IS 207.0 FT (63.1 M) EAST-NORTHEAST
 AB4167'OF THE RUNWAY CENTER, 82.5 FT (25.1 M) NORTH-NORTHWEST OF THE
 AB4167'CONNECTOR TAXIWAY CENTER, 67.8 FT (20.7 M) EAST-SOUTHEAST OF THE
 AB4167'SOUTHWEST END OF A CULVERT, 13.3 FT (4.1 M) WEST-SOUTHWEST OF THE WEST
 AB4167'CORNER OF THE TURNAROUND PAVEMENT AND 10.8 FT (3.3 M) SOUTH OF A
 AB4167'TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 AB4167
 AB4167                          STATION RECOVERY (1997)
 AB4167
 AB4167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4167'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE AIRPORT MANAGER
 AB4167'IS NOW JAY BAKER, RR1 BOX 1383, NEBRASKA CITY, NE 68410.  PHONE
 AB4167'402-873-6646.  OWNERSHIP--NEBRASKA CITY AIRPORT AUTHORITY PO BOX 23
 AB4167'NEBRASKA CITY, NE 68410.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AB4167'(SACS) .
 AB4167
 AB4167                          STATION RECOVERY (2006)
 AB4167
 AB4167'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4167'THE AIRPORT MANAGER IS NOW JAMES ALLEN, 972 S. 64TH ROAD, NEBRASKA
 AB4167'CITY, NEBRASKA 68410-6805
 AB4167
 AB4167                          STATION RECOVERY (2013)
 AB4167
 AB4167'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 AB4167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4135 ***********************************************************************
 AB4135  CBN         -  This is a Cooperative Base Network Control Station.
 AB4135  PACS        -  This is a Primary Airport Control Station.
 AB4135  DESIGNATION -  N21 B
 AB4135  PID         -  AB4135
 AB4135  STATE/COUNTY-  NE/OTOE
 AB4135  COUNTRY     -  US
 AB4135  USGS QUAD   -  JULIAN (2017)
 AB4135
 AB4135                         *CURRENT SURVEY CONTROL
 AB4135  ______________________________________________________________________
 AB4135* NAD 83(2011) POSITION- 40 36 27.05898(N) 095 51 56.48750(W)   ADJUSTED
 AB4135* NAD 83(2011) ELLIP HT-   323.996 (meters)        (06/27/12)   ADJUSTED
 AB4135* NAD 83(2011) EPOCH   -  2010.00
 AB4135* NAVD 88 ORTHO HEIGHT -   353.29  (meters)     1159.1   (feet) GPS OBS
 AB4135  ______________________________________________________________________
 AB4135  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4135  GEOID HEIGHT    -        -29.248 (meters)                     GEOID99
 AB4135  GEOID HEIGHT    -        -29.289 (meters)                     GEOID18
 AB4135  NAD 83(2011) X  -   -495,585.261 (meters)                     COMP
 AB4135  NAD 83(2011) Y  - -4,823,928.562 (meters)                     COMP
 AB4135  NAD 83(2011) Z  -  4,129,642.119 (meters)                     COMP
 AB4135  LAPLACE CORR    -         -8.69  (seconds)                    DEFLEC18
 AB4135
 AB4135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4135  Standards:
 AB4135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4135  -------------------------------------------------------------------
 AB4135  NETWORK    0.37   0.94           0.17   0.12   0.48      0.01121013
 AB4135  -------------------------------------------------------------------
 AB4135  Click here for local accuracies and other accuracy information.
 AB4135
 AB4135.This mark is at Nebraska City Municipal Airport (N21)
 AB4135
 AB4135.The horizontal coordinates were established by GPS observations
 AB4135.and adjusted by the National Geodetic Survey in June 2012.
 AB4135
 AB4135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4135.been affixed to the stable North American tectonic plate. See 
 AB4135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4135
 AB4135.The horizontal coordinates are valid at the epoch date displayed above
 AB4135.which is a decimal equivalence of Year/Month/Day.
 AB4135
 AB4135.The orthometric height was determined by GPS observations and a
 AB4135.high-resolution geoid model.
 AB4135
 AB4135.GPS derived orthometric heights for airport stations designated as
 AB4135.PACS or SACS are published to 2 decimal places.  This maintains
 AB4135.centimeter relative accuracy between the PACS and SACS.  It does
 AB4135.not indicate centimeter accuracy relative to other marks which are
 AB4135.part of the published vertical control network.
 AB4135
 AB4135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4135.GEOID18 height accuracy estimate available here.
 AB4135
 AB4135.Click photographs - Photos may exist for this station.
 AB4135
 AB4135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4135
 AB4135.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4135
 AB4135.The ellipsoidal height was determined by GPS observations
 AB4135.and is referenced to NAD 83.
 AB4135
 AB4135. The following values were computed from the NAD 83(2011) position.
 AB4135
 AB4135;                    North         East     Units Scale Factor Converg.
 AB4135;SPC NE       -    94,319.420   849,685.898   MT  0.99978046   +2 44 23.3
 AB4135;SPC NE       -   309,446.30  2,787,677.82   sFT  0.99978046   +2 44 23.3
 AB4135;UTM  15      - 4,499,137.257   257,551.409   MT  1.00032359   -1 51 58.0
 AB4135
 AB4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4135!SPC NE       -   0.99994918  x   0.99978046  =   0.99972965
 AB4135!UTM  15      -   0.99994918  x   1.00032359  =   1.00027275
 AB4135
 AB4135:                Primary Azimuth Mark                     Grid Az
 AB4135:SPC NE       -  N21 C                                    334 31 20.3
 AB4135:UTM  15      -  N21 C                                    339 07 41.6
 AB4135
 AB4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5755199137(NAD 83)
 AB4135
 AB4135|---------------------------------------------------------------------|
 AB4135| PID    Reference Object                     Distance      Geod. Az  |
 AB4135|                                                           dddmmss.s |
 AB4135| AB4168 N21 C                               APPROX. 0.6 KM 3371543.6 |
 AB4135|---------------------------------------------------------------------|
 AB4135
 AB4135                          SUPERSEDED SURVEY CONTROL
 AB4135
 AB4135  NAD 83(2007)-  40 36 27.05906(N)    095 51 56.48806(W) AD(2002.00) 0
 AB4135  ELLIP H (02/10/07)  324.016  (m)                       GP(2002.00)    
 AB4135  ELLIP H (07/10/01)  323.990  (m)                       GP(       ) 4 1
 AB4135  NAD 83(1995)-  40 36 27.05899(N)    095 51 56.48750(W) AD(       ) B
 AB4135  ELLIP H (06/25/96)  324.091  (m)                       GP(       ) 1 1
 AB4135  NAVD 88 (06/25/96)  353.23   (m)  GEOID93  model used  GPS OBS        
 AB4135
 AB4135.Superseded values are not recommended for survey control.
 AB4135
 AB4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4135.See file dsdata.pdf to determine how the superseded data were derived.
 AB4135
 AB4135_MARKER: F = FLANGE-ENCASED ROD
 AB4135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4135_STAMPING: N21 B 1995
 AB4135_MARK LOGO: NGS
 AB4135_PROJECTION: FLUSH
 AB4135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB4135+STABILITY: POSITION/ELEVATION WELL
 AB4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4135+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2019
 AB4135_ROD/PIPE-DEPTH: 7.62 meters
 AB4135_SLEEVE-DEPTH  : 1 meters
 AB4135
 AB4135  HISTORY     - Date     Condition        Report By
 AB4135  HISTORY     - 1995     MONUMENTED       NGS
 AB4135  HISTORY     - 19970121 GOOD             NGS
 AB4135  HISTORY     - 19970811 GOOD             NGS
 AB4135  HISTORY     - 20000601 GOOD             NEDR
 AB4135  HISTORY     - 20060105 GOOD             NDA
 AB4135  HISTORY     - 2008     GOOD             MODNR
 AB4135  HISTORY     - 20100514 GOOD             INDIV
 AB4135  HISTORY     - 20130619 GOOD             JEOCON
 AB4135  HISTORY     - 20190408 GOOD             NEGS
 AB4135
 AB4135                          STATION DESCRIPTION
 AB4135
 AB4135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4135'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF JULIAN, 3.3 MI
 AB4135'(5.3 KM) SOUTH OF NEBRASKA CITY AND AT THE NEBRASKA CITY AIRPORT NEAR
 AB4135'THE JUNCTION OF THE RUNWAYS.  OWNERSHIP--NEBRASKA CITY AIRPORT
 AB4135'AUTHORITY.  AIRPORT MANAGER IS DICK RHEINHART, PHONE (402) 873-6971.
 AB4135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 SOUTH AND
 AB4135'STATE HIGHWAY 2 ON THE SOUTH SIDE OF NEBRASKA CITY, GO SOUTH ON U.S.
 AB4135'HIGHWAY 75 FOR 3.35 MI (5.39 KM) TO THE TOP OF A HILL AND A GRAVEL
 AB4135'ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR
 AB4135'0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND
 AB4135'GO WESTERLY THEN SOUTHWESTERLY ON THE APRON THEN THE CONNECTOR TAXIWAY
 AB4135'FOR 0.15 MI (0.24 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO
 AB4135'NORTH-NORTHWEST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON
 AB4135'THE RIGHT.  THE STATION IS 118.3 FT (36.1 M) NORTH OF A RUNWAY LIGHT
 AB4135'(5), 111.1 FT (33.9 M) EAST-NORTHEAST OF THE PAVED RUNWAY CENTER, 84.0
 AB4135'FT (25.6 M) WEST-NORTHWEST OF THE SOUTHWEST END OF A CULVERT, 81.0 FT
 AB4135'(24.7 M) SOUTHEAST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY AND
 AB4135'61.3 FT (18.7 M) NORTH-NORTHWEST OF A SMALL DRAIN OUTLET. NOTE--THIS
 AB4135'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 AB4135'CONTROL STATION.
 AB4135
 AB4135                          STATION RECOVERY (1997)
 AB4135
 AB4135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 AB4135'RECOVERED AS DESCRIBED.
 AB4135
 AB4135                          STATION RECOVERY (1997)
 AB4135
 AB4135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4135'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE AIRPORT MANAGER
 AB4135'IS NOW JAY BAKER, RR1 BOX 1383, NEBRASKA CITY, NE 68410.  PHONE
 AB4135'402-873-6646.  OWNERSHIP--NEBRASKA CITY AIRPORT AUTHORITY PO BOX 23
 AB4135'NEBRASKA CITY, NE 68410.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 AB4135'STATION (PACS) .
 AB4135
 AB4135                          STATION RECOVERY (2000)
 AB4135
 AB4135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4135'RECOVERED AS DESCRIBED.
 AB4135
 AB4135                          STATION RECOVERY (2006)
 AB4135
 AB4135'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4135'THE AIRPORT MANAGER IS NOW JAMES ALLEN, 972 S. 64TH ROAD, NEBRASKA
 AB4135'CITY, NEBRASKA 68410-6805.  ACCESS COVER HINGE IS BROKEN.
 AB4135
 AB4135                          STATION RECOVERY (2008)
 AB4135
 AB4135'RECOVERY NOTE BY MO DEPT OF NAT RES 2008 (MJC)
 AB4135'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF
 AB4135'NEBRASKA CITY, NE AND 11.1 MI (17.9 KM) WEST OF HAMBURG, IA.  IT IS
 AB4135'59.1 FT (18.0 M) NORTH OF A RUNWAY LIGHT, 55 FT (16.8 M) NORTHEAST OF
 AB4135'THE CENTER OF RUNWAY 33-15, 30.5 FT (9.3 M) SOUTHEAST OF RUNWAY 23-5
 AB4135'(GRASS) AND 41.7 FT (12.7 M) NORTHWEST OF THE CENTER OF A 24 INCH (61
 AB4135'CM) ROUND IRON GRATE.
 AB4135'
 AB4135'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 73/75,
 AB4135'NEBRASKA HIGHWAY 128, AND ROAD NORTH, GO NORTH ON HIGHWAY 73/75 FOR
 AB4135'0.5 MI (0.8 KM) TO THE T-JUNCTION WITH NEBRASKA CITY MUNICIPAL AIRPORT
 AB4135'ROAD.  TURN LEFT ON AIRPORT ROAD AND GO WEST FOR 0.2 MI (0.3 KM)
 AB4135'PASSING THROUGH GATE TO AIRPORT OFFICE.  FOLLOW GRASS TAXI-WAY
 AB4135'NORTHWEST FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 AB4135
 AB4135                          STATION RECOVERY (2010)
 AB4135
 AB4135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 AB4135'RECOVERED IN GOOD CONDITION.
 AB4135
 AB4135                          STATION RECOVERY (2013)
 AB4135
 AB4135'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 AB4135'RECOVERED IN GOOD CONDITION.
 AB4135
 AB4135                          STATION RECOVERY (2019)
 AB4135
 AB4135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 AB4135'THE EXISTING STATION DESCRIPTION IS ADEQUATE.  THE GRASS TAXI-WAY
 AB4135'RECORDED IN THE 2008 RECOVERY IS NOW CONCRETE.  THE MARK IS 111 FT
 AB4135'(33.8 M) NORTHEAST OF THE CENTERLINE OF RUNWAY 33-15, 39.95 FT (12.2
 AB4135'M) SOUTHEAST FROM THE CENTER OF A 9 INCH ROUND IRON ACCESS COVER,
 AB4135'73.25 FT (22.3 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY 23-5
 AB4135'(CONCRETE), 189 FT (57.6 M) SOUTHWEST OF THE CENTERLINE OF THE 33-15
 AB4135'TAXI-WAY AND 118.1 FT (36.0 M) NORTH OF A RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4168 ***********************************************************************
 AB4168  SACS        -  This is a Secondary Airport Control Station.
 AB4168  DESIGNATION -  N21 C
 AB4168  PID         -  AB4168
 AB4168  STATE/COUNTY-  NE/OTOE
 AB4168  COUNTRY     -  US
 AB4168  USGS QUAD   -  JULIAN (2017)
 AB4168
 AB4168                         *CURRENT SURVEY CONTROL
 AB4168  ______________________________________________________________________
 AB4168* NAD 83(2011) POSITION- 40 36 43.98268(N) 095 52 05.79430(W)   ADJUSTED
 AB4168* NAD 83(2011) ELLIP HT-   322.891 (meters)        (06/27/12)   ADJUSTED
 AB4168* NAD 83(2011) EPOCH   -  2010.00
 AB4168* NAVD 88 ORTHO HEIGHT -   352.11  (meters)     1155.2   (feet) GPS OBS
 AB4168  ______________________________________________________________________
 AB4168  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4168  GEOID HEIGHT    -        -29.184 (meters)                     GEOID96
 AB4168  GEOID HEIGHT    -        -29.272 (meters)                     GEOID18
 AB4168  NAD 83(2011) X  -   -495,768.091 (meters)                     COMP
 AB4168  NAD 83(2011) Y  - -4,823,567.331 (meters)                     COMP
 AB4168  NAD 83(2011) Z  -  4,130,037.726 (meters)                     COMP
 AB4168  LAPLACE CORR    -         -8.85  (seconds)                    DEFLEC18
 AB4168
 AB4168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4168  Standards:
 AB4168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4168  -------------------------------------------------------------------
 AB4168  NETWORK    0.38   0.94           0.18   0.12   0.48      0.00115689
 AB4168  -------------------------------------------------------------------
 AB4168  Click here for local accuracies and other accuracy information.
 AB4168
 AB4168.This mark is at Nebraska City Municipal Airport (N21)
 AB4168
 AB4168.The horizontal coordinates were established by GPS observations
 AB4168.and adjusted by the National Geodetic Survey in June 2012.
 AB4168
 AB4168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4168.been affixed to the stable North American tectonic plate. See 
 AB4168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4168
 AB4168.The horizontal coordinates are valid at the epoch date displayed above
 AB4168.which is a decimal equivalence of Year/Month/Day.
 AB4168
 AB4168.The orthometric height was determined by GPS observations and a
 AB4168.high-resolution geoid model.
 AB4168
 AB4168.GPS derived orthometric heights for airport stations designated as
 AB4168.PACS or SACS are published to 2 decimal places.  This maintains
 AB4168.centimeter relative accuracy between the PACS and SACS.  It does
 AB4168.not indicate centimeter accuracy relative to other marks which are
 AB4168.part of the published vertical control network.
 AB4168
 AB4168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4168.GEOID18 height accuracy estimate available here.
 AB4168
 AB4168.Click photographs - Photos may exist for this station.
 AB4168
 AB4168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4168
 AB4168.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4168
 AB4168.The ellipsoidal height was determined by GPS observations
 AB4168.and is referenced to NAD 83.
 AB4168
 AB4168. The following values were computed from the NAD 83(2011) position.
 AB4168
 AB4168;                    North         East     Units Scale Factor Converg.
 AB4168;SPC NE       -    94,830.289   849,442.470   MT  0.99977919   +2 44 17.1
 AB4168;SPC NE       -   311,122.37  2,786,879.17   sFT  0.99977919   +2 44 17.1
 AB4168;UTM  15      - 4,499,666.312   257,349.682   MT  1.00032480   -1 52 04.7
 AB4168
 AB4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4168!SPC NE       -   0.99994935  x   0.99977919  =   0.99972855
 AB4168!UTM  15      -   0.99994935  x   1.00032480  =   1.00027414
 AB4168
 AB4168:                Primary Azimuth Mark                     Grid Az
 AB4168:SPC NE       -  N21 B                                    154 31 20.4
 AB4168:UTM  15      -  N21 B                                    159 07 42.2
 AB4168
 AB4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5734999666(NAD 83)
 AB4168
 AB4168|---------------------------------------------------------------------|
 AB4168| PID    Reference Object                     Distance      Geod. Az  |
 AB4168|                                                           dddmmss.s |
 AB4168| AB4135 N21 B                               APPROX. 0.6 KM 1571537.5 |
 AB4168|---------------------------------------------------------------------|
 AB4168
 AB4168                          SUPERSEDED SURVEY CONTROL
 AB4168
 AB4168  NAD 83(2007)-  40 36 43.98275(N)    095 52 05.79487(W) AD(2002.00) 0
 AB4168  ELLIP H (02/10/07)  322.911  (m)                       GP(2002.00)    
 AB4168  ELLIP H (12/13/01)  322.885  (m)                       GP(       ) 4 1
 AB4168  NAD 83(1995)-  40 36 43.98269(N)    095 52 05.79431(W) AD(       ) 1
 AB4168  ELLIP H (08/21/98)  322.986  (m)                       GP(       ) 4 1
 AB4168
 AB4168.Superseded values are not recommended for survey control.
 AB4168
 AB4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4168.See file dsdata.pdf to determine how the superseded data were derived.
 AB4168
 AB4168_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4168_SP_SET: TURN AROUND APRON
 AB4168_STAMPING: N21 C 1995
 AB4168_MARK LOGO: NGS
 AB4168_PROJECTION: FLUSH
 AB4168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4168+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 AB4168
 AB4168  HISTORY     - Date     Condition        Report By
 AB4168  HISTORY     - 1995     MONUMENTED       NGS
 AB4168  HISTORY     - 19970811 GOOD             NGS
 AB4168  HISTORY     - 20060105 GOOD             NDA
 AB4168  HISTORY     - 20130619 GOOD             JEOCON
 AB4168
 AB4168                          STATION DESCRIPTION
 AB4168
 AB4168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4168'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF JULIAN, 3.3 MI
 AB4168'(5.3 KM) SOUTH OF NEBRASKA CITY AND AT THE NEBRASKA CITY AIRPORT NEAR
 AB4168'THE APPROACH END OF RUNWAY 15 AND SET INTO THE NORTH CORNER OF THE
 AB4168'CONCRETE AIRPORT TURNAROUND PAVEMENT.  OWNERSHIP--NEBRASKA CITY
 AB4168'AIRPORT AUTHORITY.  AIRPORT MANAGER IS DICK RHEINHART, PHONE (402)
 AB4168'873-6971.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75
 AB4168'SOUTH AND STATE HIGHWAY 2 ON THE SOUTH SIDE OF NEBRASKA CITY, GO SOUTH
 AB4168'ON US HIGHWAY 75 FOR 3.35 MI (5.39 KM) TO THE TOP OF A HILL AND A
 AB4168'GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD
 AB4168'FOR 0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD
 AB4168'AND GO WESTERLY THEN SOUTHWESTERLY ON THE APRON THEN THE CONNECTOR
 AB4168'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO
 AB4168'NORTH-NORTHWEST ON THE RUNWAY FOR 0.6 MI (1.0 KM) TO THE PAVEMENT END
 AB4168'AND THE STATION ON THE RIGHT.  THE STATION IS 297.5 FT (90.7 M)
 AB4168'EAST-NORTHEAST OF THE RUNWAY CENTER, 2.2 FT (0.7 M) WEST-SOUTHWEST OF
 AB4168'THE EAST-NORTHEAST EDGE OF THE CONCRETE TURNAROUND PAVEMENT AND 2.2 FT
 AB4168'(0.7 M) SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST EDGE OF THE CONCRETE
 AB4168'TURNAROUND PAVEMENT.  THIS STATION TO BE USED AS SACS.
 AB4168
 AB4168                          STATION RECOVERY (1997)
 AB4168
 AB4168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4168'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE AIRPORT MANAGER
 AB4168'IS NOW JAY BAKER, RR1 BOX 1383, NEBRASKA CITY, NE 68410.  PHONE
 AB4168'402-873-6646.  OWNERSHIP--NEBRASKA CITY AIRPORT AUTHORITY PO BOX 23
 AB4168'NEBRASKA CITY, NE 68410.
 AB4168
 AB4168                          STATION RECOVERY (2006)
 AB4168
 AB4168'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4168'THE AIRPORT MANAGER IS NOW JAMES ALLEN, 972 S. 64TH ROAD, NEBRASKA
 AB4168'CITY, NEBRASKA 68410-6805.  RUNWAY END HAS BEEN EXTENDED 200'. DISK IS
 AB4168'STILL IN CORNER OF TURNAROUND.
 AB4168
 AB4168                          STATION RECOVERY (2013)
 AB4168
 AB4168'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 AB4168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0488 ***********************************************************************
 LK0488  DESIGNATION -  NANGO
 LK0488  PID         -  LK0488
 LK0488  STATE/COUNTY-  NE/PERKINS
 LK0488  COUNTRY     -  US
 LK0488  USGS QUAD   -  VENANGO (2017)
 LK0488
 LK0488                         *CURRENT SURVEY CONTROL
 LK0488  ______________________________________________________________________
 LK0488* NAD 83(1995) POSITION- 40 45 57.04389(N) 102 02 22.48416(W)   ADJUSTED
 LK0488* NAVD 88 ORTHO HEIGHT -  1141.6   (meters)     3745.    (feet) VERTCON
 LK0488  ______________________________________________________________________
 LK0488  GEOID HEIGHT    -        -21.083 (meters)                     GEOID18
 LK0488  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 LK0488  HORZ ORDER      -  SECOND
 LK0488
 LK0488.The horizontal coordinates were established by classical geodetic methods
 LK0488.and adjusted by the National Geodetic Survey in August 1997.
 LK0488
 LK0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0488
 LK0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0488.GEOID18 height accuracy estimate available here.
 LK0488
 LK0488.Click photographs - Photos may exist for this station.
 LK0488
 LK0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0488
 LK0488. The following values were computed from the NAD 83(1995) position.
 LK0488
 LK0488;                    North         East     Units Scale Factor Converg.
 LK0488;SPC NE       -   105,565.585   327,854.307   MT  0.99974135   -1 21 05.8
 LK0488;SPC NE       -   346,343.09  1,075,635.34   sFT  0.99974135   -1 21 05.8
 LK0488;UTM  13      - 4,516,981.377   749,871.555   MT  1.00036856   +1 56 02.6
 LK0488;UTM  14      - 4,517,210.047   243,446.280   MT  1.00041022   -1 59 09.0
 LK0488
 LK0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0488!SPC NE       -   0.99982426  x   0.99974135  =   0.99956565
 LK0488!UTM  13      -   0.99982426  x   1.00036856  =   1.00019275
 LK0488!UTM  14      -   0.99982426  x   1.00041022  =   1.00023440
 LK0488
 LK0488:                Primary Azimuth Mark                     Grid Az
 LK0488:SPC NE       -  AMHERST                                  229 49 46.2
 LK0488:UTM  13      -  AMHERST                                  226 32 37.8
 LK0488:UTM  14      -  AMHERST                                  230 27 49.4
 LK0488
 LK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4987116981(NAD 83)
 LK0488
 LK0488|---------------------------------------------------------------------|
 LK0488| PID    Reference Object                     Distance      Geod. Az  |
 LK0488|                                                           dddmmss.s |
 LK0488| LK0502 AMHERST                             APPROX.14.1 KM 2282840.4 |
 LK0488|---------------------------------------------------------------------|
 LK0488
 LK0488                          SUPERSEDED SURVEY CONTROL
 LK0488
 LK0488  NAD 83(1992)-  40 45 57.04401(N)    102 02 22.48426(W) AD(       ) 2
 LK0488  NAD 83(1986)-  40 45 57.04358(N)    102 02 22.48414(W) AD(       ) 2
 LK0488  NAD 27      -  40 45 57.05776(N)    102 02 20.83581(W) AD(       ) 2
 LK0488  NGVD 29 (07/19/86) 1141.2    (m)         3744.     (f) VERT ANG       
 LK0488
 LK0488.Superseded values are not recommended for survey control.
 LK0488
 LK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0488.See file dsdata.pdf to determine how the superseded data were derived.
 LK0488
 LK0488_MARKER: DB = BENCH MARK DISK
 LK0488_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LK0488_SP_SET: ELEVATOR ROOF
 LK0488_STAMPING: NANGO ET 1971
 LK0488_MARK LOGO: USGS
 LK0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0488+STABILITY: POSITION/ELEVATION WELL
 LK0488
 LK0488  HISTORY     - Date     Condition        Report By
 LK0488  HISTORY     - 1971     MONUMENTED       USGS
 LK0488
 LK0488                          STATION DESCRIPTION
 LK0488
 LK0488'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RVS)
 LK0488'THE STATION IS LOCATED IN VENAGO, NEBRASKA, ON TOP OF THE
 LK0488'HEADER HOUSE OF THE FARMERS UNION GRAIN ELEVATOR.
 LK0488'
 LK0488'STATION MARK IS 13.97 FEET NORTH OF THE SOUTH CORNER OF ROOF,
 LK0488'11.81 FEET SOUTH OF THE SOUTH EDGE OF BLOWER HOUSING, 10.0 FEET
 LK0488'NORTHWEST OF THE SOUTHEAST EDGE OF ROOF, AND 10.0 FEET NORTHEAST OF
 LK0488'THE SOUTHWEST EDGE OF ROOF.
 LK0488'
 LK0488'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED TO
 LK0488'THE CONCRETE ROOF, AND STAMPED NANGO ET 1971.
 LK0488'
 LK0488'NO REFERENCE MARKS ESTABLISHED.
 LK0488'
 LK0488'STATION HOLYOKE ET 1971 IS VISIBLE FROM THIS STATION AND WILL
 LK0488'SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM
 LK0488'A STANDARD TRIPOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1353 ***********************************************************************
 LH1353  DESIGNATION -  NAPONEE WATER TANK
 LH1353  PID         -  LH1353
 LH1353  STATE/COUNTY-  NE/FRANKLIN
 LH1353  COUNTRY     -  US
 LH1353  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH1353
 LH1353                         *CURRENT SURVEY CONTROL
 LH1353  ______________________________________________________________________
 LH1353* NAD 83(1995) POSITION- 40 04 42.31927(N) 099 08 34.97655(W)   ADJUSTED
 LH1353  ______________________________________________________________________
 LH1353  GEOID HEIGHT    -        -25.543 (meters)                     GEOID18
 LH1353  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 LH1353  HORZ ORDER      -  THIRD
 LH1353
 LH1353.The horizontal coordinates were established by classical geodetic methods
 LH1353.and adjusted by the National Geodetic Survey in August 1997.
 LH1353
 LH1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1353.GEOID18 height accuracy estimate available here.
 LH1353
 LH1353.Click photographs - Photos may exist for this station.
 LH1353
 LH1353.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1353
 LH1353. The following values were computed from the NAD 83(1995) position.
 LH1353
 LH1353;                    North         East     Units Scale Factor Converg.
 LH1353;SPC NE       -    27,575.925   573,090.845   MT  0.99996548   +0 34 04.4
 LH1353;SPC NE       -    90,472.01  1,880,215.55   sFT  0.99996548   +0 34 04.4
 LH1353;UTM  14      - 4,436,471.158   487,803.355   MT  0.99960183   -0 05 31.6
 LH1353
 LH1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8780336471(NAD 83)
 LH1353
 LH1353                          SUPERSEDED SURVEY CONTROL
 LH1353
 LH1353  NAD 83(1986)-  40 04 42.32374(N)    099 08 34.97645(W) AD(       ) 3
 LH1353  NAD 27      -  40 04 42.28000(N)    099 08 33.66000(W) AD(       ) 3
 LH1353
 LH1353.Superseded values are not recommended for survey control.
 LH1353
 LH1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1353.See file dsdata.pdf to determine how the superseded data were derived.
 LH1353
 LH1353_MARKER: 51 = TANK
 LH1353
 LH1353  HISTORY     - Date     Condition        Report By
 LH1353  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1353
 LH1353                          STATION DESCRIPTION
 LH1353
 LH1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1353'THE NAPONEE WATER TANK, DARK-COLORED, IS LOCATED AT THE
 LH1353'NORTHWEST EDGE OF THE CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1543 ***********************************************************************
 LH1543  DESIGNATION -  NAZZISE AZ MK 2
 LH1543  PID         -  LH1543
 LH1543  STATE/COUNTY-  NE/BUFFALO
 LH1543  COUNTRY     -  US
 LH1543  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1543
 LH1543                         *CURRENT SURVEY CONTROL
 LH1543  ______________________________________________________________________
 LH1543* NAD 83(1995) POSITION- 40 41 30.12997(N) 098 46 52.28080(W)   ADJUSTED
 LH1543* NAVD 88 ORTHO HEIGHT -   620.9   (meters)     2037.    (feet) VERTCON
 LH1543  ______________________________________________________________________
 LH1543  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 LH1543  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 LH1543  HORZ ORDER      -  THIRD
 LH1543
 LH1543.The horizontal coordinates were established by classical geodetic methods
 LH1543.and adjusted by the National Geodetic Survey in August 1997.
 LH1543
 LH1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1543
 LH1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1543.GEOID18 height accuracy estimate available here.
 LH1543
 LH1543.Click photographs - Photos may exist for this station.
 LH1543
 LH1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1543
 LH1543. The following values were computed from the NAD 83(1995) position.
 LH1543
 LH1543;                    North         East     Units Scale Factor Converg.
 LH1543;SPC NE       -    96,029.576   602,992.934   MT  0.99975873   +0 48 27.7
 LH1543;SPC NE       -   315,057.03  1,978,319.32   sFT  0.99975873   +0 48 27.7
 LH1543;UTM  14      - 4,504,557.079   518,487.817   MT  0.99960421   +0 08 33.6
 LH1543
 LH1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1543!SPC NE       -   0.99990650  x   0.99975873  =   0.99966525
 LH1543!UTM  14      -   0.99990650  x   0.99960421  =   0.99951075
 LH1543
 LH1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1848704557(NAD 83)
 LH1543
 LH1543                          SUPERSEDED SURVEY CONTROL
 LH1543
 LH1543  NAD 83(1986)-  40 41 30.13752(N)    098 46 52.28144(W) AD(       ) 3
 LH1543  NGVD 29 (02/17/94)  620.6    (m)         2036.     (f) VERT ANG       
 LH1543
 LH1543.Superseded values are not recommended for survey control.
 LH1543
 LH1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1543.See file dsdata.pdf to determine how the superseded data were derived.
 LH1543
 LH1543_MARKER: DZ = AZIMUTH MARK DISK
 LH1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1543_STAMPING: NAZZISE 1950 NO 2 1986
 LH1543_MARK LOGO: NGS
 LH1543_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1543+STABILITY: SURFACE MOTION
 LH1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1543+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LH1543
 LH1543  HISTORY     - Date     Condition        Report By
 LH1543  HISTORY     - 1986     MONUMENTED       NGS
 LH1543
 LH1543                          STATION DESCRIPTION
 LH1543
 LH1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1543'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH-SOUTHEAST FROM
 LH1543'SHELTON, 8.8 KM (5.5 MI) SOUTHEAST FROM GIBBON, 3.6 KM (2.2 MI) SOUTH
 LH1543'FROM INTERSTATE HIGHWAY 80 AND AT A FARM ON SITE ON PROPERTY OWNED BY
 LH1543'LYNN BOMBECK, RURAL ROUTE 1, BOX 83, SHELTON, NEBRASKA, 68876.
 LH1543'TELEPHONE 308 647 5118.
 LH1543'TO REACH FROM EXIT 291 OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 10D
 LH1543'LINK, 6.44 KM (4.00 MI) SOUTH FROM SHELTON, GO SOUTH ON A PAVED ROAD
 LH1543'FOR 2.74 KM (1.70 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON
 LH1543'A GRAVELED ROAD FOR 3.62 KM (2.25 MI) TO A CURVE LEFT.  CONTINUE
 LH1543'SOUTH ON THE GRAVELED ROAD FOR 0.80 KM (0.50 MI) TO THE STATION ON
 LH1543'THE LEFT AND A SIDE ROAD ON THE RIGHT.
 LH1543'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1543'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.9
 LH1543'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 37.95 M
 LH1543'(124.51 FT) NORTH FROM THE NORTHWEST CORNER OF A HOUSE, 33.99 M
 LH1543'(111.52 FT) EAST FROM THE CENTERLINE OF THE NORTH-SOUTH ROAD, 15.09 M
 LH1543'(49.51 FT) NORTH FROM THE CENTERLINE OF A DRIVEWAY, 5.49 M
 LH1543'(18.01 FT) SOUTH FROM THE EXTENDED CENTERLINE OF THE ROAD LEADING
 LH1543'WEST AND 3.75 M (12.30 FT) NORTHWEST FROM THE NORTHWEST CORNER OF AN
 LH1543'IRRIGATION WELL PUMP HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1544 ***********************************************************************
 LH1544  DESIGNATION -  NAZZISE RESET
 LH1544  PID         -  LH1544
 LH1544  STATE/COUNTY-  NE/BUFFALO
 LH1544  COUNTRY     -  US
 LH1544  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1544
 LH1544                         *CURRENT SURVEY CONTROL
 LH1544  ______________________________________________________________________
 LH1544* NAD 83(1995) POSITION- 40 41 56.57988(N) 098 46 53.32787(W)   ADJUSTED
 LH1544* NAVD 88 ORTHO HEIGHT -   620.0   (meters)     2034.    (feet) VERTCON
 LH1544  ______________________________________________________________________
 LH1544  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 LH1544  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LH1544  HORZ ORDER      -  THIRD
 LH1544
 LH1544.The horizontal coordinates were established by classical geodetic methods
 LH1544.and adjusted by the National Geodetic Survey in August 1997.
 LH1544
 LH1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1544
 LH1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1544.GEOID18 height accuracy estimate available here.
 LH1544
 LH1544.Click photographs - Photos may exist for this station.
 LH1544
 LH1544.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1544
 LH1544. The following values were computed from the NAD 83(1995) position.
 LH1544
 LH1544;                    North         East     Units Scale Factor Converg.
 LH1544;SPC NE       -    96,844.842   602,956.862   MT  0.99975693   +0 48 27.0
 LH1544;SPC NE       -   317,731.79  1,978,200.97   sFT  0.99975693   +0 48 27.0
 LH1544;UTM  14      - 4,505,372.584   518,461.214   MT  0.99960419   +0 08 33.0
 LH1544
 LH1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1544!SPC NE       -   0.99990664  x   0.99975693  =   0.99966360
 LH1544!UTM  14      -   0.99990664  x   0.99960419  =   0.99951087
 LH1544
 LH1544:                Primary Azimuth Mark                     Grid Az
 LH1544:SPC NE       -  PROSSER                                  087 54 24.1
 LH1544:UTM  14      -  PROSSER                                  088 34 18.1
 LH1544
 LH1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1846105372(NAD 83)
 LH1544
 LH1544|---------------------------------------------------------------------|
 LH1544| PID    Reference Object                     Distance      Geod. Az  |
 LH1544|                                                           dddmmss.s |
 LH1544| LH1247 SHELTON MUNICIPAL TANK              APPROX. 9.6 KM 0245124.4 |
 LH1544| LH0448 U 288                               229.575 METERS 08242     |
 LH1544| LH1252 PROSSER                             APPROX.16.2 KM 0884251.1 |
 LH1544| LH1607 NAZZISE RM 3                                       11228     |
 LH1544| LH1605 NAZZISE RM 1                         18.268 METERS 14229     |
 LH1544| LH1606 NAZZISE RM 2                         30.129 METERS 22919     |
 LH1544| LH1608 NAZZISE RM 4                                       23054     |
 LH1544| LH1276 GIBBON MUNICIPAL TANK               APPROX. 7.6 KM 3145653.1 |
 LH1544|---------------------------------------------------------------------|
 LH1544
 LH1544                          SUPERSEDED SURVEY CONTROL
 LH1544
 LH1544  NAD 83(1986)-  40 41 56.58745(N)    098 46 53.32808(W) AD(       ) 3
 LH1544  NAD 27      -  40 41 56.53900(N)    098 46 52.05200(W) AD(       ) 3
 LH1544  NGVD 29 (02/17/94)  619.7    (m)         2033.     (f) VERT ANG       
 LH1544
 LH1544.Superseded values are not recommended for survey control.
 LH1544
 LH1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1544.See file dsdata.pdf to determine how the superseded data were derived.
 LH1544
 LH1544_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1544_STAMPING: NAZZISE 1950 1986
 LH1544_MARK LOGO: NGS
 LH1544_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1544+STABILITY: SURFACE MOTION
 LH1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1544+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LH1544
 LH1544  HISTORY     - Date     Condition        Report By
 LH1544  HISTORY     - 1986     MONUMENTED       NGS
 LH1544
 LH1544                          STATION DESCRIPTION
 LH1544
 LH1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1544'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTH-SOUTHWEST FROM
 LH1544'SHELTON, 8.O KM SOUTHEAST FROM GIBBON, 2.8 KM (1.7 MI) SOUTH FROM
 LH1544'INTERSTATE HIGHWAY 80 AND ON THE NORTH RIGHT-OF-WAY OF A GRADED
 LH1544'COUNTY ROAD, AT A CURVE IN THE ROAD FROM WEST TO SOUTH.
 LH1544'TO REACH FROM THE OLD RAILROAD STATION IN SHELTON, GO WEST ON U.S.
 LH1544'HIGHWAY 30 FOR 0.72 KM (0.45 MI) TO STATE HIGHWAY 10D LINK.  TURN
 LH1544'LEFT AND GO SOUTH ON THE STATE HIGHWAY FOR 6.44 KM (4.00 MI) TO THE
 LH1544'INTERSTATE HIGHWAY 80 OVERPASS AND A RAILROAD CROSSING.  CONTINUE
 LH1544'SOUTH ON A PAVED ROAD FOR 2.74 KM (1.70 MI) TO A T-INTERSECTION. TURN
 LH1544'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.62 KM (2.25 MI) TO A SHARP
 LH1544'CURVE TO THE LEFT AND THE STATION ON THE RIGHT.
 LH1544'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1544'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1544'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 27.92 M (91.60 FT)
 LH1544'WEST FROM A BURIED CABLE JUNCTION BOX, 23.01 M (75.49 FT)
 LH1544'EAST-NORTHEAST FROM THE NORTH END OF A METAL TUBE CULVERT AT A FIELD
 LH1544'ROAD, 13.72 M (45.01 FT) EAST FROM THE EXTENDED CENTERLINE OF THE
 LH1544'NORTH-SOUTH ROAD, 6.70 M (21.98 FT) NORTH FROM THE CENTERLINE OF THE
 LH1544'EAST-WEST ROAD AND 0.4 M (1.3 FT) WEST-NORTHWEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DP4769 ***********************************************************************
 DP4769  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP4769  DESIGNATION -  NDOR ALBION CORS ARP
 DP4769  CORS_ID     -  NEAL
 DP4769  PID         -  DP4769
 DP4769  STATE/COUNTY-  NE/BOONE
 DP4769  COUNTRY     -  US
 DP4769  USGS QUAD   -  ALBION EAST (2017)
 DP4769
 DP4769                         *CURRENT SURVEY CONTROL
 DP4769  ______________________________________________________________________
 DP4769* NAD 83(2011) POSITION- 41 40 30.28886(N) 097 58 50.05361(W)   ADJUSTED
 DP4769* NAD 83(2011) ELLIP HT-   511.344 (meters)        (06/??/19)   ADJUSTED
 DP4769* NAD 83(2011) EPOCH   -  2010.00
 DP4769  ______________________________________________________________________
 DP4769  GEOID HEIGHT    -        -24.458 (meters)                     GEOID18
 DP4769  NAD 83(2011) X  -   -662,455.560 (meters)                     COMP
 DP4769  NAD 83(2011) Y  - -4,725,242.371 (meters)                     COMP
 DP4769  NAD 83(2011) Z  -  4,219,056.240 (meters)                     COMP
 DP4769
 DP4769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4769  Standards:
 DP4769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4769  -------------------------------------------------------------------
 DP4769  NETWORK    0.13   0.16           0.02   0.07   0.08      0.40604300
 DP4769  -------------------------------------------------------------------
 DP4769
 DP4769.The coordinates were established by GPS observations
 DP4769.and adjusted by the National Geodetic Survey in June 2019.
 DP4769
 DP4769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4769.been affixed to the stable North American Tectonic Plate. 
 DP4769
 DP4769.The coordinates are valid at the epoch date displayed above
 DP4769.which is a decimal equivalence of Year/Month/Day.
 DP4769
 DP4769.Due to the release of the International GNSS Service (IGS) 2014
 DP4769.realization of the International Terrestrial Reference Frame of 2014
 DP4769.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP4769.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP4769.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP4769.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP4769.currently published epoch of 2010.00.
 DP4769
 DP4769.Additional information on MYCS2 is available at
 DP4769.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP4769
 DP4769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4769.GEOID18 height accuracy estimate available here.
 DP4769
 DP4769.The PID for the CORS L1 Phase Center is DP4770.
 DP4769
 DP4769.Click photographs - Photos may exist for this station.
 DP4769
 DP4769.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP4769
 DP4769.The ellipsoidal height was determined by GPS observations
 DP4769.and is referenced to NAD 83.
 DP4769
 DP4769. The following values were computed from the NAD 83(2011) position.
 DP4769
 DP4769;                    North         East     Units Scale Factor Converg.
 DP4769;SPC NE       -   206,443.900   668,087.747   MT  0.99966294   +1 20 17.8
 DP4769;SPC NE       -   677,308.03  2,191,884.55   sFT  0.99966294   +1 20 17.8
 DP4769;UTM  14      - 4,614,203.739   584,855.386   MT  0.99968861   +0 40 40.3
 DP4769
 DP4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4769!SPC NE       -   0.99991980  x   0.99966294  =   0.99958277
 DP4769!UTM  14      -   0.99991980  x   0.99968861  =   0.99960844
 DP4769
 DP4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8485514203(NAD 83)
 DP4769
 DP4769                          SUPERSEDED SURVEY CONTROL
 DP4769
 DP4769  NAD 83(2011)-  41 40 30.28883(N)    097 58 50.05348(W) AD(2010.00) c
 DP4769  ELLIP H (09/??/14)  511.322  (m)                       GP(2010.00) c c
 DP4769
 DP4769.Superseded values are not recommended for survey control.
 DP4769
 DP4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4769.See file dsdata.pdf to determine how the superseded data were derived.
 DP4769
 DP4769_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP4769
 DP4769                          STATION DESCRIPTION
 DP4769
 DP4769'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP4769'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP4769'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP4769'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP4769'https://geodesy.noaa.gov/CORS/data.shtml
 DP4769'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DM4130 ***********************************************************************
 DM4130  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4130  DESIGNATION -  NDOR ARAPAHOE CORS ARP
 DM4130  CORS_ID     -  NEAP
 DM4130  PID         -  DM4130
 DM4130  STATE/COUNTY-  NE/FURNAS
 DM4130  COUNTRY     -  US
 DM4130  USGS QUAD   -  ARAPAHOE (2017)
 DM4130
 DM4130                         *CURRENT SURVEY CONTROL
 DM4130  ______________________________________________________________________
 DM4130* NAD 83(2011) POSITION- 40 18 21.07845(N) 099 54 19.33321(W)   ADJUSTED
 DM4130* NAD 83(2011) ELLIP HT-   647.261 (meters)        (06/??/19)   ADJUSTED
 DM4130* NAD 83(2011) EPOCH   -  2010.00
 DM4130  ______________________________________________________________________
 DM4130  GEOID HEIGHT    -        -24.677 (meters)                     GEOID18
 DM4130  NAD 83(2011) X  -   -837,968.336 (meters)                     COMP
 DM4130  NAD 83(2011) Y  - -4,798,686.404 (meters)                     COMP
 DM4130  NAD 83(2011) Z  -  4,104,361.824 (meters)                     COMP
 DM4130
 DM4130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4130  Standards:
 DM4130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4130  -------------------------------------------------------------------
 DM4130  NETWORK    0.15   0.44           0.06   0.06   0.22      0.15026100
 DM4130  -------------------------------------------------------------------
 DM4130
 DM4130.The coordinates were established by GPS observations
 DM4130.and adjusted by the National Geodetic Survey in June 2019.
 DM4130
 DM4130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4130.been affixed to the stable North American Tectonic Plate. 
 DM4130
 DM4130.The coordinates are valid at the epoch date displayed above
 DM4130.which is a decimal equivalence of Year/Month/Day.
 DM4130
 DM4130.Due to the release of the International GNSS Service (IGS) 2014
 DM4130.realization of the International Terrestrial Reference Frame of 2014
 DM4130.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM4130.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM4130.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM4130.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM4130.currently published epoch of 2010.00.
 DM4130
 DM4130.Additional information on MYCS2 is available at
 DM4130.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM4130
 DM4130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4130.GEOID18 height accuracy estimate available here.
 DM4130
 DM4130.The PID for the CORS L1 Phase Center is DO7914.
 DM4130
 DM4130.Click photographs - Photos may exist for this station.
 DM4130
 DM4130.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4130
 DM4130.The ellipsoidal height was determined by GPS observations
 DM4130.and is referenced to NAD 83.
 DM4130
 DM4130. The following values were computed from the NAD 83(2011) position.
 DM4130
 DM4130;                    North         East     Units Scale Factor Converg.
 DM4130;SPC NE       -    52,469.851   508,043.622   MT  0.99987572   +0 03 45.8
 DM4130;SPC NE       -   172,144.84  1,666,806.45   sFT  0.99987572   +0 03 45.8
 DM4130;UTM  14      - 4,462,098.271   423,063.239   MT  0.99967286   -0 35 08.5
 DM4130
 DM4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4130!SPC NE       -   0.99989847  x   0.99987572  =   0.99977421
 DM4130!UTM  14      -   0.99989847  x   0.99967286  =   0.99957137
 DM4130
 DM4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2306362098(NAD 83)
 DM4130
 DM4130                          SUPERSEDED SURVEY CONTROL
 DM4130
 DM4130  NAD 83(2011)-  40 18 21.07849(N)    099 54 19.33320(W) AD(2010.00) c
 DM4130  ELLIP H (08/??/11)  647.251  (m)                       GP(2010.00) c c
 DM4130  NAD 83(CORS)-  40 18 21.07833(N)    099 54 19.33392(W) AD(2002.00) c
 DM4130  ELLIP H (11/??/10)  647.266  (m)                       GP(2002.00) c c
 DM4130
 DM4130.Superseded values are not recommended for survey control.
 DM4130
 DM4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4130.See file dsdata.pdf to determine how the superseded data were derived.
 DM4130
 DM4130_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4130
 DM4130                          STATION DESCRIPTION
 DM4130
 DM4130'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM4130'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM4130'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM4130'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM4130'https://geodesy.noaa.gov/CORS/data.shtml
 DM4130'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DQ2091 ***********************************************************************
 DQ2091  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ2091  DESIGNATION -  NDOR BENKELMAN CORS ARP
 DQ2091  CORS_ID     -  NEBK
 DQ2091  PID         -  DQ2091
 DQ2091  STATE/COUNTY-  NE/DUNDY
 DQ2091  COUNTRY     -  US
 DQ2091  USGS QUAD   -  BENKELMAN (2017)
 DQ2091
 DQ2091                         *CURRENT SURVEY CONTROL
 DQ2091  ______________________________________________________________________
 DQ2091* NAD 83(2011) POSITION- 40 03 41.06257(N) 101 31 51.72694(W)   ADJUSTED
 DQ2091* NAD 83(2011) ELLIP HT-   912.770 (meters)        (06/??/19)   ADJUSTED
 DQ2091* NAD 83(2011) EPOCH   -  2010.00
 DQ2091  ______________________________________________________________________
 DQ2091  GEOID HEIGHT    -        -23.243 (meters)                     GEOID18
 DQ2091  NAD 83(2011) X  -   -977,308.876 (meters)                     COMP
 DQ2091  NAD 83(2011) Y  - -4,790,343.495 (meters)                     COMP
 DQ2091  NAD 83(2011) Z  -  4,083,793.778 (meters)                     COMP
 DQ2091
 DQ2091.Formal positional accuracy estimates are not available for this CORS
 DQ2091.because its coordinates were determined in part using modeled
 DQ2091.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ2091.and ellipsoid height can be obtained from the short-term time series.
 DQ2091.Additional information regarding modeled velocities is available on
 DQ2091.the CORS Coordinates for MYCS2 web page:
 DQ2091.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ2091
 DQ2091.The coordinates were established by GPS observations
 DQ2091.and adjusted by the National Geodetic Survey in June 2019.
 DQ2091
 DQ2091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2091.been affixed to the stable North American Tectonic Plate. 
 DQ2091
 DQ2091.The coordinates are valid at the epoch date displayed above
 DQ2091.which is a decimal equivalence of Year/Month/Day.
 DQ2091
 DQ2091.Due to the release of the International GNSS Service (IGS) 2014
 DQ2091.realization of the International Terrestrial Reference Frame of 2014
 DQ2091.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ2091.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ2091.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ2091.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ2091.currently published epoch of 2010.00.
 DQ2091
 DQ2091.Additional information on MYCS2 is available at
 DQ2091.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ2091
 DQ2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2091.GEOID18 height accuracy estimate available here.
 DQ2091
 DQ2091.The PID for the CORS L1 Phase Center is DQ2092.
 DQ2091
 DQ2091.Click photographs - Photos may exist for this station.
 DQ2091
 DQ2091.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ2091
 DQ2091.The ellipsoidal height was determined by GPS observations
 DQ2091.and is referenced to NAD 83.
 DQ2091
 DQ2091. The following values were computed from the NAD 83(2011) position.
 DQ2091
 DQ2091;                    North         East     Units Scale Factor Converg.
 DQ2091;SPC NE       -    26,480.896   369,386.559   MT  0.99997282   -1 00 52.6
 DQ2091;SPC NE       -    86,879.41  1,211,895.74   sFT  0.99997282   -1 00 52.6
 DQ2091;UTM  14      - 4,437,642.534   284,133.054   MT  1.00017368   -1 37 46.6
 DQ2091
 DQ2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2091!SPC NE       -   0.99985683  x   0.99997282  =   0.99982965
 DQ2091!UTM  14      -   0.99985683  x   1.00017368  =   1.00003048
 DQ2091
 DQ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8413337642(NAD 83)
 DQ2091
 DQ2091                          SUPERSEDED SURVEY CONTROL
 DQ2091
 DQ2091  NAD 83(2011)-  40 03 41.06272(N)    101 31 51.72690(W) AD(2010.00) c
 DQ2091  ELLIP H (04/??/16)  912.765  (m)                       GP(2010.00) c c
 DQ2091
 DQ2091.Superseded values are not recommended for survey control.
 DQ2091
 DQ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2091.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2091
 DQ2091_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ2091
 DQ2091                          STATION DESCRIPTION
 DQ2091
 DQ2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DQ2091'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ2091'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ2091'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ2091'https://geodesy.noaa.gov/CORS/data.shtml
 DQ2091'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DP4180 ***********************************************************************
 DP4180  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP4180  DESIGNATION -  NDOR BROKEN BOW CORS ARP
 DP4180  CORS_ID     -  NEBB
 DP4180  PID         -  DP4180
 DP4180  STATE/COUNTY-  NE/CUSTER
 DP4180  COUNTRY     -  US
 DP4180  USGS QUAD   -  BROKEN BOW (2017)
 DP4180
 DP4180                         *CURRENT SURVEY CONTROL
 DP4180  ______________________________________________________________________
 DP4180* NAD 83(2011) POSITION- 41 24 08.28449(N) 099 37 33.52210(W)   ADJUSTED
 DP4180* NAD 83(2011) ELLIP HT-   737.878 (meters)        (06/??/19)   ADJUSTED
 DP4180* NAD 83(2011) EPOCH   -  2010.00
 DP4180  ______________________________________________________________________
 DP4180  GEOID HEIGHT    -        -22.720 (meters)                     GEOID18
 DP4180  NAD 83(2011) X  -   -801,250.314 (meters)                     COMP
 DP4180  NAD 83(2011) Y  - -4,724,248.688 (meters)                     COMP
 DP4180  NAD 83(2011) Z  -  4,196,527.442 (meters)                     COMP
 DP4180
 DP4180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4180  Standards:
 DP4180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4180  -------------------------------------------------------------------
 DP4180  NETWORK    0.16   0.25           0.04   0.08   0.13      0.37983600
 DP4180  -------------------------------------------------------------------
 DP4180
 DP4180.The coordinates were established by GPS observations
 DP4180.and adjusted by the National Geodetic Survey in June 2019.
 DP4180
 DP4180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4180.been affixed to the stable North American Tectonic Plate. 
 DP4180
 DP4180.The coordinates are valid at the epoch date displayed above
 DP4180.which is a decimal equivalence of Year/Month/Day.
 DP4180
 DP4180.Due to the release of the International GNSS Service (IGS) 2014
 DP4180.realization of the International Terrestrial Reference Frame of 2014
 DP4180.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP4180.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP4180.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP4180.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP4180.currently published epoch of 2010.00.
 DP4180
 DP4180.Additional information on MYCS2 is available at
 DP4180.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP4180
 DP4180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4180.GEOID18 height accuracy estimate available here.
 DP4180
 DP4180.The PID for the CORS L1 Phase Center is DP4181.
 DP4180
 DP4180.Click photographs - Photos may exist for this station.
 DP4180
 DP4180.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP4180
 DP4180.The ellipsoidal height was determined by GPS observations
 DP4180.and is referenced to NAD 83.
 DP4180
 DP4180. The following values were computed from the NAD 83(2011) position.
 DP4180
 DP4180;                    North         East     Units Scale Factor Converg.
 DP4180;SPC NE       -   174,262.700   531,265.539   MT  0.99966022   +0 14 52.3
 DP4180;SPC NE       -   571,726.87  1,742,993.69   sFT  0.99966022   +0 14 52.3
 DP4180;UTM  14      - 4,583,606.918   447,675.534   MT  0.99963369   -0 24 50.4
 DP4180
 DP4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4180!SPC NE       -   0.99988428  x   0.99966022  =   0.99954453
 DP4180!UTM  14      -   0.99988428  x   0.99963369  =   0.99951801
 DP4180
 DP4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4767583606(NAD 83)
 DP4180
 DP4180                          SUPERSEDED SURVEY CONTROL
 DP4180
 DP4180  NAD 83(2011)-  41 24 08.28449(N)    099 37 33.52198(W) AD(2010.00) c
 DP4180  ELLIP H (07/??/14)  737.867  (m)                       GP(2010.00) c c
 DP4180
 DP4180.Superseded values are not recommended for survey control.
 DP4180
 DP4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4180.See file dsdata.pdf to determine how the superseded data were derived.
 DP4180
 DP4180_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP4180
 DP4180                          STATION DESCRIPTION
 DP4180
 DP4180'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP4180'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP4180'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP4180'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP4180'https://geodesy.noaa.gov/CORS/data.shtml
 DP4180'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DN7500 ***********************************************************************
 DN7500  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN7500  DESIGNATION -  NDOR FAIRBURY CORS ARP
 DN7500  CORS_ID     -  NEFR
 DN7500  PID         -  DN7500
 DN7500  STATE/COUNTY-  NE/JEFFERSON
 DN7500  COUNTRY     -  US
 DN7500  USGS QUAD   -  FAIRBURY (2017)
 DN7500
 DN7500                         *CURRENT SURVEY CONTROL
 DN7500  ______________________________________________________________________
 DN7500* NAD 83(2011) POSITION- 40 08 53.35432(N) 097 10 14.42454(W)   ADJUSTED
 DN7500* NAD 83(2011) ELLIP HT-   413.549 (meters)        (06/??/19)   ADJUSTED
 DN7500* NAD 83(2011) EPOCH   -  2010.00
 DN7500  ______________________________________________________________________
 DN7500  GEOID HEIGHT    -        -27.049 (meters)                     GEOID18
 DN7500  NAD 83(2011) X  -   -609,451.732 (meters)                     COMP
 DN7500  NAD 83(2011) Y  - -4,844,246.427 (meters)                     COMP
 DN7500  NAD 83(2011) Z  -  4,090,840.292 (meters)                     COMP
 DN7500
 DN7500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7500  Standards:
 DN7500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7500  -------------------------------------------------------------------
 DN7500  NETWORK    0.17   0.50           0.06   0.07   0.25      0.13746200
 DN7500  -------------------------------------------------------------------
 DN7500
 DN7500.The coordinates were established by GPS observations
 DN7500.and adjusted by the National Geodetic Survey in June 2019.
 DN7500
 DN7500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7500.been affixed to the stable North American Tectonic Plate. 
 DN7500
 DN7500.The coordinates are valid at the epoch date displayed above
 DN7500.which is a decimal equivalence of Year/Month/Day.
 DN7500
 DN7500.Due to the release of the International GNSS Service (IGS) 2014
 DN7500.realization of the International Terrestrial Reference Frame of 2014
 DN7500.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN7500.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN7500.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN7500.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN7500.currently published epoch of 2010.00.
 DN7500
 DN7500.Additional information on MYCS2 is available at
 DN7500.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN7500
 DN7500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7500.GEOID18 height accuracy estimate available here.
 DN7500
 DN7500.The PID for the CORS L1 Phase Center is DO7323.
 DN7500
 DN7500.Click photographs - Photos may exist for this station.
 DN7500
 DN7500.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN7500
 DN7500.The ellipsoidal height was determined by GPS observations
 DN7500.and is referenced to NAD 83.
 DN7500
 DN7500. The following values were computed from the NAD 83(2011) position.
 DN7500
 DN7500;                    North         East     Units Scale Factor Converg.
 DN7500;SPC NE       -    38,900.225   741,025.762   MT  0.99993632   +1 52 29.9
 DN7500;SPC NE       -   127,625.15  2,431,182.02   sFT  0.99993632   +1 52 29.9
 DN7500;UTM  14      - 4,445,805.193   655,817.288   MT  0.99989889   +1 10 47.0
 DN7500
 DN7500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7500!SPC NE       -   0.99993513  x   0.99993632  =   0.99987145
 DN7500!UTM  14      -   0.99993513  x   0.99989889  =   0.99983403
 DN7500
 DN7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5581745805(NAD 83)
 DN7500
 DN7500                          SUPERSEDED SURVEY CONTROL
 DN7500
 DN7500  NAD 83(2011)-  40 08 53.35439(N)    097 10 14.42439(W) AD(2010.00) c
 DN7500  ELLIP H (04/??/12)  413.536  (m)                       GP(2010.00) c c
 DN7500  NAD 83(CORS)-  40 08 53.35429(N)    097 10 14.42541(W) AD(2002.00) c
 DN7500  ELLIP H (04/??/12)  413.548  (m)                       GP(2002.00) c c
 DN7500
 DN7500.Superseded values are not recommended for survey control.
 DN7500
 DN7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7500.See file dsdata.pdf to determine how the superseded data were derived.
 DN7500
 DN7500_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN7500
 DN7500                          STATION DESCRIPTION
 DN7500
 DN7500'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN7500'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN7500'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN7500'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN7500'https://geodesy.noaa.gov/CORS/data.shtml
 DN7500'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DQ3893 ***********************************************************************
 DQ3893  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ3893  DESIGNATION -  NDOR GOTHENBURG CORS ARP
 DQ3893  CORS_ID     -  NEGO
 DQ3893  PID         -  DQ3893
 DQ3893  STATE/COUNTY-  NE/DAWSON
 DQ3893  COUNTRY     -  US
 DQ3893  USGS QUAD   -  GOTHENBURG (2017)
 DQ3893
 DQ3893                         *CURRENT SURVEY CONTROL
 DQ3893  ______________________________________________________________________
 DQ3893* NAD 83(2011) POSITION- 40 55 12.23281(N) 100 09 57.22966(W)   ADJUSTED
 DQ3893* NAD 83(2011) ELLIP HT-   763.417 (meters)        (07/??/23)   ADJUSTED
 DQ3893* NAD 83(2011) EPOCH   -  2010.00
 DQ3893  ______________________________________________________________________
 DQ3893  GEOID HEIGHT    -        -23.113 (meters)                     GEOID18
 DQ3893  NAD 83(2011) X  -   -851,957.950 (meters)                     COMP
 DQ3893  NAD 83(2011) Y  - -4,751,207.415 (meters)                     COMP
 DQ3893  NAD 83(2011) Z  -  4,156,219.574 (meters)                     COMP
 DQ3893
 DQ3893.Formal positional accuracy estimates are not available for this CORS
 DQ3893.because its coordinates were determined in part using modeled
 DQ3893.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ3893.and ellipsoid height can be obtained from the short-term time series.
 DQ3893.Additional information regarding modeled velocities is available on
 DQ3893.the CORS Coordinates for MYCS2 web page:
 DQ3893.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ3893
 DQ3893.The coordinates were established by GPS observations
 DQ3893.and adjusted by the National Geodetic Survey in July 2023.
 DQ3893
 DQ3893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3893.been affixed to the stable North American Tectonic Plate. 
 DQ3893
 DQ3893.The coordinates are valid at the epoch date displayed above
 DQ3893.which is a decimal equivalence of Year/Month/Day.
 DQ3893
 DQ3893.Due to the release of the International GNSS Service (IGS) 2014
 DQ3893.realization of the International Terrestrial Reference Frame of 2014
 DQ3893.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ3893.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ3893.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ3893.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ3893.currently published epoch of 2010.00.
 DQ3893
 DQ3893.Additional information on MYCS2 is available at
 DQ3893.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ3893
 DQ3893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3893.GEOID18 height accuracy estimate available here.
 DQ3893
 DQ3893.The PID for the CORS L1 Phase Center is DQ3894.
 DQ3893
 DQ3893.Click photographs - Photos may exist for this station.
 DQ3893
 DQ3893.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ3893
 DQ3893.The ellipsoidal height was determined by GPS observations
 DQ3893.and is referenced to NAD 83.
 DQ3893
 DQ3893. The following values were computed from the NAD 83(2011) position.
 DQ3893
 DQ3893;                    North         East     Units Scale Factor Converg.
 DQ3893;SPC NE       -   120,669.880   486,029.420   MT  0.99971049   -0 06 35.8
 DQ3893;SPC NE       -   395,897.76  1,594,581.52   sFT  0.99971049   -0 06 35.8
 DQ3893;UTM  14      - 4,530,537.844   401,826.924   MT  0.99971862   -0 45 49.4
 DQ3893
 DQ3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3893!SPC NE       -   0.99988026  x   0.99971049  =   0.99959079
 DQ3893!UTM  14      -   0.99988026  x   0.99971862  =   0.99959892
 DQ3893
 DQ3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0182630537(NAD 83)
 DQ3893
 DQ3893                          SUPERSEDED SURVEY CONTROL
 DQ3893
 DQ3893  NAD 83(2011)-  40 55 12.23282(N)    100 09 57.22966(W) AD(2010.00) c
 DQ3893  ELLIP H (06/??/19)  763.437  (m)                       GP(2010.00) c c
 DQ3893  NAD 83(2011)-  40 55 12.23302(N)    100 09 57.22979(W) AD(2010.00) c
 DQ3893  ELLIP H (10/??/16)  763.415  (m)                       GP(2010.00) c c
 DQ3893
 DQ3893.Superseded values are not recommended for survey control.
 DQ3893
 DQ3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3893.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3893
 DQ3893_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ3893
 DQ3893                          STATION DESCRIPTION
 DQ3893
 DQ3893'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DQ3893'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ3893'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ3893'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ3893'https://geodesy.noaa.gov/CORS/data.shtml
 DQ3893'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DL9808 ***********************************************************************
 DL9808  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL9808  DESIGNATION -  NDOR LYONS CORS ARP
 DL9808  CORS_ID     -  NELY
 DL9808  PID         -  DL9808
 DL9808  STATE/COUNTY-  NE/BURT
 DL9808  COUNTRY     -  US
 DL9808  USGS QUAD   -  LYONS (2017)
 DL9808
 DL9808                         *CURRENT SURVEY CONTROL
 DL9808  ______________________________________________________________________
 DL9808* NAD 83(2011) POSITION- 41 56 17.71695(N) 096 27 33.48851(W)   ADJUSTED
 DL9808* NAD 83(2011) ELLIP HT-   399.139 (meters)        (06/??/19)   ADJUSTED
 DL9808* NAD 83(2011) EPOCH   -  2010.00
 DL9808  ______________________________________________________________________
 DL9808  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 DL9808  NAD 83(2011) X  -   -534,574.596 (meters)                     COMP
 DL9808  NAD 83(2011) Y  - -4,721,717.288 (meters)                     COMP
 DL9808  NAD 83(2011) Z  -  4,240,771.473 (meters)                     COMP
 DL9808
 DL9808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9808  Standards:
 DL9808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9808  -------------------------------------------------------------------
 DL9808  NETWORK    0.29   0.61           0.09   0.14   0.31      0.33365600
 DL9808  -------------------------------------------------------------------
 DL9808
 DL9808.The coordinates were established by GPS observations
 DL9808.and adjusted by the National Geodetic Survey in June 2019.
 DL9808
 DL9808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9808.been affixed to the stable North American Tectonic Plate. 
 DL9808
 DL9808.The coordinates are valid at the epoch date displayed above
 DL9808.which is a decimal equivalence of Year/Month/Day.
 DL9808
 DL9808.Due to the release of the International GNSS Service (IGS) 2014
 DL9808.realization of the International Terrestrial Reference Frame of 2014
 DL9808.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL9808.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL9808.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL9808.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL9808.currently published epoch of 2010.00.
 DL9808
 DL9808.Additional information on MYCS2 is available at
 DL9808.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL9808
 DL9808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9808.GEOID18 height accuracy estimate available here.
 DL9808
 DL9808.The PID for the CORS L1 Phase Center is DO7912.
 DL9808
 DL9808.Click photographs - Photos may exist for this station.
 DL9808
 DL9808.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL9808
 DL9808.The ellipsoidal height was determined by GPS observations
 DL9808.and is referenced to NAD 83.
 DL9808
 DL9808. The following values were computed from the NAD 83(2011) position.
 DL9808
 DL9808;                    North         East     Units Scale Factor Converg.
 DL9808;SPC NE       -   239,711.682   793,458.969   MT  0.99968702   +2 20 47.1
 DL9808;SPC NE       -   786,454.08  2,603,206.63   sFT  0.99968702   +2 20 47.1
 DL9808;UTM  14      - 4,646,042.893   710,625.313   MT  1.00014592   +1 41 55.1
 DL9808
 DL9808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9808!SPC NE       -   0.99993740  x   0.99968702  =   0.99962444
 DL9808!UTM  14      -   0.99993740  x   1.00014592  =   1.00008331
 DL9808
 DL9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1062546042(NAD 83)
 DL9808
 DL9808                          SUPERSEDED SURVEY CONTROL
 DL9808
 DL9808  NAD 83(2011)-  41 56 17.71709(N)    096 27 33.48898(W) AD(2010.00) c
 DL9808  ELLIP H (08/??/11)  399.147  (m)                       GP(2010.00) c c
 DL9808  NAD 83(CORS)-  41 56 17.71707(N)    096 27 33.48976(W) AD(2002.00) c
 DL9808  ELLIP H (07/??/10)  399.146  (m)                       GP(2002.00) c c
 DL9808
 DL9808.Superseded values are not recommended for survey control.
 DL9808
 DL9808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9808.See file dsdata.pdf to determine how the superseded data were derived.
 DL9808
 DL9808_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL9808
 DL9808                          STATION DESCRIPTION
 DL9808
 DL9808'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL9808'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL9808'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL9808'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL9808'https://geodesy.noaa.gov/CORS/data.shtml
 DL9808'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DM5411 ***********************************************************************
 DM5411  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5411  DESIGNATION -  NDOR MCCOOK CORS ARP
 DM5411  CORS_ID     -  NEMC
 DM5411  PID         -  DM5411
 DM5411  STATE/COUNTY-  NE/RED WILLOW
 DM5411  COUNTRY     -  US
 DM5411  USGS QUAD   -  MCCOOK EAST (2017)
 DM5411
 DM5411                         *CURRENT SURVEY CONTROL
 DM5411  ______________________________________________________________________
 DM5411* NAD 83(2011) POSITION- 40 11 57.84811(N) 100 34 41.39518(W)   ADJUSTED
 DM5411* NAD 83(2011) ELLIP HT-   740.686 (meters)        (06/??/19)   ADJUSTED
 DM5411* NAD 83(2011) EPOCH   -  2010.00
 DM5411  ______________________________________________________________________
 DM5411  GEOID HEIGHT    -        -24.033 (meters)                     GEOID18
 DM5411  NAD 83(2011) X  -   -895,673.171 (meters)                     COMP
 DM5411  NAD 83(2011) Y  - -4,796,094.975 (meters)                     COMP
 DM5411  NAD 83(2011) Z  -  4,095,399.791 (meters)                     COMP
 DM5411
 DM5411  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5411  Standards:
 DM5411         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5411            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5411  -------------------------------------------------------------------
 DM5411  NETWORK    0.17   0.45           0.06   0.07   0.23      0.20200500
 DM5411  -------------------------------------------------------------------
 DM5411
 DM5411.The coordinates were established by GPS observations
 DM5411.and adjusted by the National Geodetic Survey in June 2019.
 DM5411
 DM5411.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5411.been affixed to the stable North American Tectonic Plate. 
 DM5411
 DM5411.The coordinates are valid at the epoch date displayed above
 DM5411.which is a decimal equivalence of Year/Month/Day.
 DM5411
 DM5411.Due to the release of the International GNSS Service (IGS) 2014
 DM5411.realization of the International Terrestrial Reference Frame of 2014
 DM5411.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM5411.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM5411.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM5411.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM5411.currently published epoch of 2010.00.
 DM5411
 DM5411.Additional information on MYCS2 is available at
 DM5411.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM5411
 DM5411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5411.GEOID18 height accuracy estimate available here.
 DM5411
 DM5411.The PID for the CORS L1 Phase Center is DO7915.
 DM5411
 DM5411.Click photographs - Photos may exist for this station.
 DM5411
 DM5411.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5411
 DM5411.The ellipsoidal height was determined by GPS observations
 DM5411.and is referenced to NAD 83.
 DM5411
 DM5411. The following values were computed from the NAD 83(2011) position.
 DM5411
 DM5411;                    North         East     Units Scale Factor Converg.
 DM5411;SPC NE       -    40,810.796   450,776.654   MT  0.99991581   -0 22 59.3
 DM5411;SPC NE       -   133,893.42  1,478,923.07   sFT  0.99991581   -0 22 59.3
 DM5411;UTM  14      - 4,451,083.479   365,678.074   MT  0.99982210   -1 01 07.6
 DM5411
 DM5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5411!SPC NE       -   0.99988382  x   0.99991581  =   0.99979964
 DM5411!UTM  14      -   0.99988382  x   0.99982210  =   0.99970594
 DM5411
 DM5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6567851083(NAD 83)
 DM5411
 DM5411                          SUPERSEDED SURVEY CONTROL
 DM5411
 DM5411  NAD 83(2011)-  40 11 57.84817(N)    100 34 41.39506(W) AD(2010.00) c
 DM5411  ELLIP H (08/??/11)  740.679  (m)                       GP(2010.00) c c
 DM5411  NAD 83(CORS)-  40 11 57.84813(N)    100 34 41.39594(W) AD(2002.00) c
 DM5411  ELLIP H (02/??/11)  740.683  (m)                       GP(2002.00) c c
 DM5411
 DM5411.Superseded values are not recommended for survey control.
 DM5411
 DM5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5411.See file dsdata.pdf to determine how the superseded data were derived.
 DM5411
 DM5411_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5411
 DM5411                          STATION DESCRIPTION
 DM5411
 DM5411'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM5411'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM5411'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM5411'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM5411'https://geodesy.noaa.gov/CORS/data.shtml
 DM5411'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DL9076 ***********************************************************************
 DL9076  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL9076  DESIGNATION -  NDOR OMAHA 1 CORS ARP
 DL9076  CORS_ID     -  NEOM
 DL9076  PID         -  DL9076
 DL9076  STATE/COUNTY-  NE/DOUGLAS
 DL9076  COUNTRY     -  US
 DL9076  USGS QUAD   -  RALSTON (2017)
 DL9076
 DL9076                         *CURRENT SURVEY CONTROL
 DL9076  ______________________________________________________________________
 DL9076* NAD 83(2011) POSITION- 41 12 56.02437(N) 096 04 49.41018(W)   ADJUSTED
 DL9076* NAD 83(2011) ELLIP HT-   351.522 (meters)        (06/??/19)   ADJUSTED
 DL9076* NAD 83(2011) EPOCH   -  2010.00
 DL9076  ______________________________________________________________________
 DL9076  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 DL9076  NAD 83(2011) X  -   -508,975.996 (meters)                     COMP
 DL9076  NAD 83(2011) Y  - -4,778,083.408 (meters)                     COMP
 DL9076  NAD 83(2011) Z  -  4,180,692.589 (meters)                     COMP
 DL9076
 DL9076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9076  Standards:
 DL9076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9076  -------------------------------------------------------------------
 DL9076  NETWORK    0.15   0.41           0.05   0.07   0.21      0.17933100
 DL9076  -------------------------------------------------------------------
 DL9076
 DL9076.The coordinates were established by GPS observations
 DL9076.and adjusted by the National Geodetic Survey in June 2019.
 DL9076
 DL9076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9076.been affixed to the stable North American Tectonic Plate. 
 DL9076
 DL9076.The coordinates are valid at the epoch date displayed above
 DL9076.which is a decimal equivalence of Year/Month/Day.
 DL9076
 DL9076.Due to the release of the International GNSS Service (IGS) 2014
 DL9076.realization of the International Terrestrial Reference Frame of 2014
 DL9076.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL9076.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL9076.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL9076.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL9076.currently published epoch of 2010.00.
 DL9076
 DL9076.Additional information on MYCS2 is available at
 DL9076.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL9076
 DL9076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9076.GEOID18 height accuracy estimate available here.
 DL9076
 DL9076.The PID for the CORS L1 Phase Center is DR6184.
 DL9076
 DL9076.Click photographs - Photos may exist for this station.
 DL9076
 DL9076.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL9076
 DL9076.The ellipsoidal height was determined by GPS observations
 DL9076.and is referenced to NAD 83.
 DL9076
 DL9076. The following values were computed from the NAD 83(2011) position.
 DL9076
 DL9076;                    North         East     Units Scale Factor Converg.
 DL9076;SPC NE       -   160,909.930   828,479.647   MT  0.99967136   +2 35 51.0
 DL9076;SPC NE       -   527,918.66  2,718,103.64   sFT  0.99967136   +2 35 51.0
 DL9076;UTM  14      - 4,566,797.737   744,755.948   MT  1.00033733   +1 55 28.8
 DL9076;UTM  15      - 4,567,263.235   241,763.608   MT  1.00042080   -2 01 50.8
 DL9076
 DL9076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9076!SPC NE       -   0.99994486  x   0.99967136  =   0.99961624
 DL9076!UTM  14      -   0.99994486  x   1.00033733  =   1.00028218
 DL9076!UTM  15      -   0.99994486  x   1.00042080  =   1.00036564
 DL9076
 DL9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4475566797(NAD 83)
 DL9076
 DL9076                          SUPERSEDED SURVEY CONTROL
 DL9076
 DL9076  NAD 83(2011)-  41 12 56.02440(N)    096 04 49.41009(W) AD(2010.00) c
 DL9076  ELLIP H (08/??/11)  351.507  (m)                       GP(2010.00) c c
 DL9076  NAD 83(CORS)-  41 12 56.02449(N)    096 04 49.41109(W) AD(2002.00) c
 DL9076  ELLIP H (06/??/10)  351.509  (m)                       GP(2002.00) c c
 DL9076
 DL9076.Superseded values are not recommended for survey control.
 DL9076
 DL9076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9076.See file dsdata.pdf to determine how the superseded data were derived.
 DL9076
 DL9076_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL9076
 DL9076                          STATION DESCRIPTION
 DL9076
 DL9076'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL9076'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL9076'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL9076'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL9076'https://geodesy.noaa.gov/CORS/data.shtml
 DL9076'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DP4182 ***********************************************************************
 DP4182  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP4182  DESIGNATION -  NDOR ORD CORS ARP
 DP4182  CORS_ID     -  NEOR
 DP4182  PID         -  DP4182
 DP4182  STATE/COUNTY-  NE/VALLEY
 DP4182  COUNTRY     -  US
 DP4182  USGS QUAD   -  ORD (2017)
 DP4182
 DP4182                         *CURRENT SURVEY CONTROL
 DP4182  ______________________________________________________________________
 DP4182* NAD 83(2011) POSITION- 41 35 42.80580(N) 098 55 00.88874(W)   ADJUSTED
 DP4182* NAD 83(2011) ELLIP HT-   605.935 (meters)        (06/??/19)   ADJUSTED
 DP4182* NAD 83(2011) EPOCH   -  2010.00
 DP4182  ______________________________________________________________________
 DP4182  GEOID HEIGHT    -        -23.930 (meters)                     GEOID18
 DP4182  NAD 83(2011) X  -   -740,509.262 (meters)                     COMP
 DP4182  NAD 83(2011) Y  - -4,719,677.650 (meters)                     COMP
 DP4182  NAD 83(2011) Z  -  4,212,489.636 (meters)                     COMP
 DP4182
 DP4182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4182  Standards:
 DP4182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4182  -------------------------------------------------------------------
 DP4182  NETWORK    0.16   0.19           0.07   0.06   0.10      0.40405200
 DP4182  -------------------------------------------------------------------
 DP4182
 DP4182.The coordinates were established by GPS observations
 DP4182.and adjusted by the National Geodetic Survey in June 2019.
 DP4182
 DP4182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4182.been affixed to the stable North American Tectonic Plate. 
 DP4182
 DP4182.The coordinates are valid at the epoch date displayed above
 DP4182.which is a decimal equivalence of Year/Month/Day.
 DP4182
 DP4182.Due to the release of the International GNSS Service (IGS) 2014
 DP4182.realization of the International Terrestrial Reference Frame of 2014
 DP4182.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP4182.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP4182.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP4182.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP4182.currently published epoch of 2010.00.
 DP4182
 DP4182.Additional information on MYCS2 is available at
 DP4182.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP4182
 DP4182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4182.GEOID18 height accuracy estimate available here.
 DP4182
 DP4182.The PID for the CORS L1 Phase Center is DP4183.
 DP4182
 DP4182.Click photographs - Photos may exist for this station.
 DP4182
 DP4182.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP4182
 DP4182.The ellipsoidal height was determined by GPS observations
 DP4182.and is referenced to NAD 83.
 DP4182
 DP4182. The following values were computed from the NAD 83(2011) position.
 DP4182
 DP4182;                    North         East     Units Scale Factor Converg.
 DP4182;SPC NE       -   196,179.848   590,267.892   MT  0.99965981   +0 43 03.9
 DP4182;SPC NE       -   643,633.38  1,936,570.58   sFT  0.99965981   +0 43 03.9
 DP4182;UTM  14      - 4,604,839.313   506,924.459   MT  0.99960059   +0 03 18.6
 DP4182
 DP4182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4182!SPC NE       -   0.99990497  x   0.99965981  =   0.99956481
 DP4182!UTM  14      -   0.99990497  x   0.99960059  =   0.99950560
 DP4182
 DP4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0692404839(NAD 83)
 DP4182
 DP4182                          SUPERSEDED SURVEY CONTROL
 DP4182
 DP4182  NAD 83(2011)-  41 35 42.80596(N)    098 55 00.88864(W) AD(2010.00) c
 DP4182  ELLIP H (07/??/14)  605.915  (m)                       GP(2010.00) c c
 DP4182
 DP4182.Superseded values are not recommended for survey control.
 DP4182
 DP4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4182.See file dsdata.pdf to determine how the superseded data were derived.
 DP4182
 DP4182_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP4182
 DP4182                          STATION DESCRIPTION
 DP4182
 DP4182'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP4182'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP4182'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP4182'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP4182'https://geodesy.noaa.gov/CORS/data.shtml
 DP4182'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DP9022 ***********************************************************************
 DP9022  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP9022  DESIGNATION -  NDOR PAWNEE CITY CORS ARP
 DP9022  CORS_ID     -  NEPC
 DP9022  PID         -  DP9022
 DP9022  STATE/COUNTY-  NE/PAWNEE
 DP9022  COUNTRY     -  US
 DP9022  USGS QUAD   -  PAWNEE CITY (2017)
 DP9022
 DP9022                         *CURRENT SURVEY CONTROL
 DP9022  ______________________________________________________________________
 DP9022* NAD 83(2011) POSITION- 40 06 41.79816(N) 096 09 33.10964(W)   ADJUSTED
 DP9022* NAD 83(2011) ELLIP HT-   339.832 (meters)        (06/??/19)   ADJUSTED
 DP9022* NAD 83(2011) EPOCH   -  2010.00
 DP9022  ______________________________________________________________________
 DP9022  GEOID HEIGHT    -        -28.699 (meters)                     GEOID18
 DP9022  NAD 83(2011) X  -   -524,117.419 (meters)                     COMP
 DP9022  NAD 83(2011) Y  - -4,856,794.328 (meters)                     COMP
 DP9022  NAD 83(2011) Z  -  4,087,690.160 (meters)                     COMP
 DP9022
 DP9022.Formal positional accuracy estimates are not available for this CORS
 DP9022.because its coordinates were determined in part using modeled
 DP9022.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP9022.and ellipsoid height can be obtained from the short-term time series.
 DP9022.Additional information regarding modeled velocities is available on
 DP9022.the CORS Coordinates for MYCS2 web page:
 DP9022.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP9022
 DP9022.The coordinates were established by GPS observations
 DP9022.and adjusted by the National Geodetic Survey in June 2019.
 DP9022
 DP9022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9022.been affixed to the stable North American Tectonic Plate. 
 DP9022
 DP9022.The coordinates are valid at the epoch date displayed above
 DP9022.which is a decimal equivalence of Year/Month/Day.
 DP9022
 DP9022.Due to the release of the International GNSS Service (IGS) 2014
 DP9022.realization of the International Terrestrial Reference Frame of 2014
 DP9022.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP9022.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP9022.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP9022.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP9022.currently published epoch of 2010.00.
 DP9022
 DP9022.Additional information on MYCS2 is available at
 DP9022.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP9022
 DP9022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9022.GEOID18 height accuracy estimate available here.
 DP9022
 DP9022.The PID for the CORS L1 Phase Center is DP9023.
 DP9022
 DP9022.Click photographs - Photos may exist for this station.
 DP9022
 DP9022.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP9022
 DP9022.The ellipsoidal height was determined by GPS observations
 DP9022.and is referenced to NAD 83.
 DP9022
 DP9022. The following values were computed from the NAD 83(2011) position.
 DP9022
 DP9022;                    North         East     Units Scale Factor Converg.
 DP9022;SPC NE       -    38,170.318   827,322.769   MT  0.99995142   +2 32 43.0
 DP9022;SPC NE       -   125,230.45  2,714,308.12   sFT  0.99995142   +2 32 43.0
 DP9022;UTM  14      - 4,444,013.792   742,111.860   MT  1.00032167   +1 49 52.2
 DP9022
 DP9022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9022!SPC NE       -   0.99994669  x   0.99995142  =   0.99989811
 DP9022!UTM  14      -   0.99994669  x   1.00032167  =   1.00026834
 DP9022
 DP9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4211144013(NAD 83)
 DP9022
 DP9022                          SUPERSEDED SURVEY CONTROL
 DP9022
 DP9022  NAD 83(2011)-  40 06 41.79837(N)    096 09 33.10952(W) AD(2010.00) c
 DP9022  ELLIP H (09/??/15)  339.828  (m)                       GP(2010.00) c c
 DP9022
 DP9022.Superseded values are not recommended for survey control.
 DP9022
 DP9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9022.See file dsdata.pdf to determine how the superseded data were derived.
 DP9022
 DP9022_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP9022
 DP9022                          STATION DESCRIPTION
 DP9022
 DP9022'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP9022'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP9022'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP9022'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP9022'https://geodesy.noaa.gov/CORS/data.shtml
 DP9022'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DN5842 ***********************************************************************
 DN5842  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN5842  DESIGNATION -  NDOR RED CLOUD CORS ARP
 DN5842  CORS_ID     -  NERC
 DN5842  PID         -  DN5842
 DN5842  STATE/COUNTY-  NE/WEBSTER
 DN5842  COUNTRY     -  US
 DN5842  USGS QUAD   -  RED CLOUD (2017)
 DN5842
 DN5842                         *CURRENT SURVEY CONTROL
 DN5842  ______________________________________________________________________
 DN5842* NAD 83(2011) POSITION- 40 04 32.25426(N) 098 31 05.27268(W)   ADJUSTED
 DN5842* NAD 83(2011) ELLIP HT-   495.060 (meters)        (05/??/21)   ADJUSTED
 DN5842* NAD 83(2011) EPOCH   -  2010.00
 DN5842  ______________________________________________________________________
 DN5842  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 DN5842  NAD 83(2011) X  -   -723,975.465 (meters)                     COMP
 DN5842  NAD 83(2011) Y  - -4,833,768.714 (meters)                     COMP
 DN5842  NAD 83(2011) Z  -  4,084,733.340 (meters)                     COMP
 DN5842
 DN5842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5842  Standards:
 DN5842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5842  -------------------------------------------------------------------
 DN5842  NETWORK    0.19   0.64           0.08   0.07   0.33      0.08848100
 DN5842  -------------------------------------------------------------------
 DN5842
 DN5842.The coordinates were established by GPS observations
 DN5842.and adjusted by the National Geodetic Survey in May 2021.
 DN5842
 DN5842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5842.been affixed to the stable North American Tectonic Plate. 
 DN5842
 DN5842.The coordinates are valid at the epoch date displayed above
 DN5842.which is a decimal equivalence of Year/Month/Day.
 DN5842
 DN5842.Due to the release of the International GNSS Service (IGS) 2014
 DN5842.realization of the International Terrestrial Reference Frame of 2014
 DN5842.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN5842.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN5842.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN5842.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN5842.currently published epoch of 2010.00.
 DN5842
 DN5842.Additional information on MYCS2 is available at
 DN5842.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN5842
 DN5842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5842.GEOID18 height accuracy estimate available here.
 DN5842
 DN5842.The PID for the CORS L1 Phase Center is DR9319.
 DN5842
 DN5842.Click photographs - Photos may exist for this station.
 DN5842
 DN5842.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN5842
 DN5842.The ellipsoidal height was determined by GPS observations
 DN5842.and is referenced to NAD 83.
 DN5842
 DN5842. The following values were computed from the NAD 83(2011) position.
 DN5842
 DN5842;                    North         East     Units Scale Factor Converg.
 DN5842;SPC NE       -    27,986.454   626,392.373   MT  0.99996668   +0 58 55.3
 DN5842;SPC NE       -    91,818.89  2,055,088.98   sFT  0.99996668   +0 58 55.3
 DN5842;UTM  14      - 4,436,262.273   541,086.839   MT  0.99962078   +0 18 36.8
 DN5842
 DN5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5842!SPC NE       -   0.99992234  x   0.99996668  =   0.99988903
 DN5842!UTM  14      -   0.99992234  x   0.99962078  =   0.99954315
 DN5842
 DN5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4108636262(NAD 83)
 DN5842
 DN5842                          SUPERSEDED SURVEY CONTROL
 DN5842
 DN5842  NAD 83(2011)-  40 04 32.25416(N)    098 31 05.27269(W) AD(2010.00) c
 DN5842  ELLIP H (11/??/20)  495.046  (m)                       GP(2010.00) c c
 DN5842  NAD 83(2011)-  40 04 32.25415(N)    098 31 05.27237(W) AD(2010.00) c
 DN5842  ELLIP H (06/??/19)  495.046  (m)                       GP(2010.00) c c
 DN5842  NAD 83(2011)-  40 04 32.25430(N)    098 31 05.27213(W) AD(2010.00) c
 DN5842  ELLIP H (02/??/12)  495.036  (m)                       GP(2010.00) c c
 DN5842  NAD 83(CORS)-  40 04 32.25425(N)    098 31 05.27304(W) AD(2002.00) c
 DN5842  ELLIP H (02/??/12)  495.047  (m)                       GP(2002.00) c c
 DN5842
 DN5842.Superseded values are not recommended for survey control.
 DN5842
 DN5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5842.See file dsdata.pdf to determine how the superseded data were derived.
 DN5842
 DN5842_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN5842
 DN5842                          STATION DESCRIPTION
 DN5842
 DN5842'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 DN5842'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN5842'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN5842'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN5842'https://geodesy.noaa.gov/CORS/data.shtml
 DN5842'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DQ3895 ***********************************************************************
 DQ3895  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ3895  DESIGNATION -  NDOR STAPLETON CORS ARP
 DQ3895  CORS_ID     -  NEST
 DQ3895  PID         -  DQ3895
 DQ3895  STATE/COUNTY-  NE/LOGAN
 DQ3895  COUNTRY     -  US
 DQ3895  USGS QUAD   -  STAPLETON (2017)
 DQ3895
 DQ3895                         *CURRENT SURVEY CONTROL
 DQ3895  ______________________________________________________________________
 DQ3895* NAD 83(2011) POSITION- 41 28 48.13136(N) 100 30 05.31867(W)   ADJUSTED
 DQ3895* NAD 83(2011) ELLIP HT-   862.615 (meters)        (06/??/19)   ADJUSTED
 DQ3895* NAD 83(2011) EPOCH   -  2010.00
 DQ3895  ______________________________________________________________________
 DQ3895  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 DQ3895  NAD 83(2011) X  -   -872,317.557 (meters)                     COMP
 DQ3895  NAD 83(2011) Y  - -4,705,927.146 (meters)                     COMP
 DQ3895  NAD 83(2011) Z  -  4,203,082.767 (meters)                     COMP
 DQ3895
 DQ3895.Formal positional accuracy estimates are not available for this CORS
 DQ3895.because its coordinates were determined in part using modeled
 DQ3895.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ3895.and ellipsoid height can be obtained from the short-term time series.
 DQ3895.Additional information regarding modeled velocities is available on
 DQ3895.the CORS Coordinates for MYCS2 web page:
 DQ3895.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ3895
 DQ3895.The coordinates were established by GPS observations
 DQ3895.and adjusted by the National Geodetic Survey in June 2019.
 DQ3895
 DQ3895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3895.been affixed to the stable North American Tectonic Plate. 
 DQ3895
 DQ3895.The coordinates are valid at the epoch date displayed above
 DQ3895.which is a decimal equivalence of Year/Month/Day.
 DQ3895
 DQ3895.Due to the release of the International GNSS Service (IGS) 2014
 DQ3895.realization of the International Terrestrial Reference Frame of 2014
 DQ3895.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ3895.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ3895.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ3895.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ3895.currently published epoch of 2010.00.
 DQ3895
 DQ3895.Additional information on MYCS2 is available at
 DQ3895.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ3895
 DQ3895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3895.GEOID18 height accuracy estimate available here.
 DQ3895
 DQ3895.The PID for the CORS L1 Phase Center is DQ3896.
 DQ3895
 DQ3895.Click photographs - Photos may exist for this station.
 DQ3895
 DQ3895.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ3895
 DQ3895.The ellipsoidal height was determined by GPS observations
 DQ3895.and is referenced to NAD 83.
 DQ3895
 DQ3895. The following values were computed from the NAD 83(2011) position.
 DQ3895
 DQ3895;                    North         East     Units Scale Factor Converg.
 DQ3895;SPC NE       -   182,947.024   458,130.231   MT  0.99965870   -0 19 56.4
 DQ3895;SPC NE       -   600,218.69  1,503,048.93   sFT  0.99965870   -0 19 56.4
 DQ3895;UTM  14      - 4,593,135.982   374,642.271   MT  0.99979339   -0 59 40.7
 DQ3895
 DQ3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3895!SPC NE       -   0.99986472  x   0.99965870  =   0.99952346
 DQ3895!UTM  14      -   0.99986472  x   0.99979339  =   0.99965813
 DQ3895
 DQ3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7464293135(NAD 83)
 DQ3895
 DQ3895                          SUPERSEDED SURVEY CONTROL
 DQ3895
 DQ3895  NAD 83(2011)-  41 28 48.13153(N)    100 30 05.31870(W) AD(2010.00) c
 DQ3895  ELLIP H (10/??/16)  862.606  (m)                       GP(2010.00) c c
 DQ3895
 DQ3895.Superseded values are not recommended for survey control.
 DQ3895
 DQ3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3895.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3895
 DQ3895_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ3895
 DQ3895                          STATION DESCRIPTION
 DQ3895
 DQ3895'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DQ3895'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ3895'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ3895'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ3895'https://geodesy.noaa.gov/CORS/data.shtml
 DQ3895'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DP4771 ***********************************************************************
 DP4771  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP4771  DESIGNATION -  NDOR VALENTINE CORS ARP
 DP4771  CORS_ID     -  NEVN
 DP4771  PID         -  DP4771
 DP4771  STATE/COUNTY-  NE/CHERRY
 DP4771  COUNTRY     -  US
 DP4771  USGS QUAD   -  VALENTINE SOUTH (2017)
 DP4771
 DP4771                         *CURRENT SURVEY CONTROL
 DP4771  ______________________________________________________________________
 DP4771* NAD 83(2011) POSITION- 42 52 20.90879(N) 100 32 37.14430(W)   ADJUSTED
 DP4771* NAD 83(2011) ELLIP HT-   769.874 (meters)        (06/??/19)   ADJUSTED
 DP4771* NAD 83(2011) EPOCH   -  2010.00
 DP4771  ______________________________________________________________________
 DP4771  GEOID HEIGHT    -        -21.894 (meters)                     GEOID18
 DP4771  NAD 83(2011) X  -   -856,764.480 (meters)                     COMP
 DP4771  NAD 83(2011) Y  - -4,603,113.117 (meters)                     COMP
 DP4771  NAD 83(2011) Z  -  4,317,653.741 (meters)                     COMP
 DP4771
 DP4771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4771  Standards:
 DP4771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4771  -------------------------------------------------------------------
 DP4771  NETWORK    0.08   0.22           0.04   0.02   0.11      0.01485700
 DP4771  -------------------------------------------------------------------
 DP4771
 DP4771.The coordinates were established by GPS observations
 DP4771.and adjusted by the National Geodetic Survey in June 2019.
 DP4771
 DP4771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4771.been affixed to the stable North American Tectonic Plate. 
 DP4771
 DP4771.The coordinates are valid at the epoch date displayed above
 DP4771.which is a decimal equivalence of Year/Month/Day.
 DP4771
 DP4771.Due to the release of the International GNSS Service (IGS) 2014
 DP4771.realization of the International Terrestrial Reference Frame of 2014
 DP4771.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP4771.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP4771.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP4771.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP4771.currently published epoch of 2010.00.
 DP4771
 DP4771.Additional information on MYCS2 is available at
 DP4771.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP4771
 DP4771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4771.GEOID18 height accuracy estimate available here.
 DP4771
 DP4771.The PID for the CORS L1 Phase Center is DP4772.
 DP4771
 DP4771.Click photographs - Photos may exist for this station.
 DP4771
 DP4771.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP4771
 DP4771.The ellipsoidal height was determined by GPS observations
 DP4771.and is referenced to NAD 83.
 DP4771
 DP4771. The following values were computed from the NAD 83(2011) position.
 DP4771
 DP4771;                    North         East     Units Scale Factor Converg.
 DP4771;SPC NE       -   337,594.316   455,581.369   MT  0.99994400   -0 21 37.0
 DP4771;SPC NE       - 1,107,590.69  1,494,686.54   sFT  0.99994400   -0 21 37.0
 DP4771;UTM  14      - 4,747,809.188   373,918.483   MT  0.99979557   -1 03 01.4
 DP4771
 DP4771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4771!SPC NE       -   0.99987928  x   0.99994400  =   0.99982329
 DP4771!UTM  14      -   0.99987928  x   0.99979557  =   0.99967487
 DP4771
 DP4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7391847809(NAD 83)
 DP4771
 DP4771                          SUPERSEDED SURVEY CONTROL
 DP4771
 DP4771  NAD 83(2011)-  42 52 20.90880(N)    100 32 37.14424(W) AD(2010.00) c
 DP4771  ELLIP H (09/??/14)  769.856  (m)                       GP(2010.00) c c
 DP4771
 DP4771.Superseded values are not recommended for survey control.
 DP4771
 DP4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4771.See file dsdata.pdf to determine how the superseded data were derived.
 DP4771
 DP4771_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP4771
 DP4771                          STATION DESCRIPTION
 DP4771
 DP4771'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP4771'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP4771'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP4771'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP4771'https://geodesy.noaa.gov/CORS/data.shtml
 DP4771'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DL9810 ***********************************************************************
 DL9810  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL9810  DESIGNATION -  NDOR YORK CORS ARP
 DL9810  CORS_ID     -  NEYK
 DL9810  PID         -  DL9810
 DL9810  STATE/COUNTY-  NE/YORK
 DL9810  COUNTRY     -  US
 DL9810  USGS QUAD   -  YORK SOUTH (2017)
 DL9810
 DL9810                         *CURRENT SURVEY CONTROL
 DL9810  ______________________________________________________________________
 DL9810* NAD 83(2011) POSITION- 40 50 35.39725(N) 097 35 38.32516(W)   ADJUSTED
 DL9810* NAD 83(2011) ELLIP HT-   481.570 (meters)        (06/??/19)   ADJUSTED
 DL9810* NAD 83(2011) EPOCH   -  2010.00
 DL9810  ______________________________________________________________________
 DL9810  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 DL9810  NAD 83(2011) X  -   -638,607.649 (meters)                     COMP
 DL9810  NAD 83(2011) Y  - -4,789,981.198 (meters)                     COMP
 DL9810  NAD 83(2011) Z  -  4,149,577.894 (meters)                     COMP
 DL9810
 DL9810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9810  Standards:
 DL9810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9810  -------------------------------------------------------------------
 DL9810  NETWORK    0.17   0.39           0.05   0.08   0.20      0.26749900
 DL9810  -------------------------------------------------------------------
 DL9810
 DL9810.The coordinates were established by GPS observations
 DL9810.and adjusted by the National Geodetic Survey in June 2019.
 DL9810
 DL9810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9810.been affixed to the stable North American Tectonic Plate. 
 DL9810
 DL9810.The coordinates are valid at the epoch date displayed above
 DL9810.which is a decimal equivalence of Year/Month/Day.
 DL9810
 DL9810.Due to the release of the International GNSS Service (IGS) 2014
 DL9810.realization of the International Terrestrial Reference Frame of 2014
 DL9810.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL9810.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL9810.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL9810.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL9810.currently published epoch of 2010.00.
 DL9810
 DL9810.Additional information on MYCS2 is available at
 DL9810.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL9810
 DL9810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9810.GEOID18 height accuracy estimate available here.
 DL9810
 DL9810.The PID for the CORS L1 Phase Center is DO7913.
 DL9810
 DL9810.Click photographs - Photos may exist for this station.
 DL9810
 DL9810.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL9810
 DL9810.The ellipsoidal height was determined by GPS observations
 DL9810.and is referenced to NAD 83.
 DL9810
 DL9810. The following values were computed from the NAD 83(2011) position.
 DL9810
 DL9810;                    North         East     Units Scale Factor Converg.
 DL9810;SPC NE       -   114,941.551   702,828.095   MT  0.99972499   +1 35 40.1
 DL9810;SPC NE       -   377,104.07  2,305,861.84   sFT  0.99972499   +1 35 40.1
 DL9810;UTM  14      - 4,522,298.459   618,530.094   MT  0.99977292   +0 55 10.7
 DL9810
 DL9810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9810!SPC NE       -   0.99992447  x   0.99972499  =   0.99964948
 DL9810!UTM  14      -   0.99992447  x   0.99977292  =   0.99969740
 DL9810
 DL9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1853022298(NAD 83)
 DL9810
 DL9810                          SUPERSEDED SURVEY CONTROL
 DL9810
 DL9810  NAD 83(2011)-  40 50 35.39738(N)    097 35 38.32508(W) AD(2010.00) c
 DL9810  ELLIP H (08/??/11)  481.552  (m)                       GP(2010.00) c c
 DL9810  NAD 83(CORS)-  40 50 35.39746(N)    097 35 38.32579(W) AD(2002.00) c
 DL9810  ELLIP H (07/??/10)  481.547  (m)                       GP(2002.00) c c
 DL9810
 DL9810.Superseded values are not recommended for survey control.
 DL9810
 DL9810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9810.See file dsdata.pdf to determine how the superseded data were derived.
 DL9810
 DL9810_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL9810
 DL9810                          STATION DESCRIPTION
 DL9810
 DL9810'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL9810'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL9810'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL9810'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL9810'https://geodesy.noaa.gov/CORS/data.shtml
 DL9810'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0686 ***********************************************************************
 MN0686  DESIGNATION -  NE CORNER COLORADO AZ MK 3
 MN0686  PID         -  MN0686
 MN0686  STATE/COUNTY-  NE/DEUEL
 MN0686  COUNTRY     -  US
 MN0686  USGS QUAD   -  BIG SPRINGS (2017)
 MN0686
 MN0686                         *CURRENT SURVEY CONTROL
 MN0686  ______________________________________________________________________
 MN0686* NAD 83(1995) POSITION- 41 00 08.83030(N) 102 03 25.86915(W)   ADJUSTED
 MN0686* NAVD 88 ORTHO HEIGHT -  1093.6   (meters)     3588.    (feet) VERTCON
 MN0686  ______________________________________________________________________
 MN0686  GEOID HEIGHT    -        -20.701 (meters)                     GEOID18
 MN0686  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 MN0686  HORZ ORDER      -  THIRD
 MN0686
 MN0686.The horizontal coordinates were established by classical geodetic methods
 MN0686.and adjusted by the National Geodetic Survey in August 1997.
 MN0686
 MN0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0686
 MN0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0686.GEOID18 height accuracy estimate available here.
 MN0686
 MN0686.Click photographs - Photos may exist for this station.
 MN0686
 MN0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0686
 MN0686. The following values were computed from the NAD 83(1995) position.
 MN0686
 MN0686;                    North         East     Units Scale Factor Converg.
 MN0686;SPC NE       -   131,861.581   326,993.480   MT  0.99969694   -1 21 47.8
 MN0686;SPC NE       -   432,615.87  1,072,811.11   sFT  0.99969694   -1 21 47.8
 MN0686;UTM  13      - 4,543,201.482   747,501.333   MT  1.00035400   +1 55 54.2
 MN0686;UTM  14      - 4,543,532.273   242,878.330   MT  1.00041377   -2 00 24.8
 MN0686
 MN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0686!SPC NE       -   0.99983174  x   0.99969694  =   0.99952873
 MN0686!UTM  13      -   0.99983174  x   1.00035400  =   1.00018568
 MN0686!UTM  14      -   0.99983174  x   1.00041377  =   1.00024544
 MN0686
 MN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4750143201(NAD 83)
 MN0686
 MN0686                          SUPERSEDED SURVEY CONTROL
 MN0686
 MN0686  NAD 83(1992)-  41 00 08.83025(N)    102 03 25.86918(W) AD(       ) 3
 MN0686  NGVD 29 (02/17/94) 1093.1    (m)         3586.     (f) VERT ANG       
 MN0686
 MN0686.Superseded values are not recommended for survey control.
 MN0686
 MN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0686.See file dsdata.pdf to determine how the superseded data were derived.
 MN0686
 MN0686_MARKER: DZ = AZIMUTH MARK DISK
 MN0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0686_STAMPING: NORTHEAST CORNER COLORADO 1933 1978
 MN0686_MARK LOGO: NGS
 MN0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0686+STABILITY: SURFACE MOTION
 MN0686
 MN0686  HISTORY     - Date     Condition        Report By
 MN0686  HISTORY     - 1978     MONUMENTED       NGS
 MN0686
 MN0686                          STATION DESCRIPTION
 MN0686
 MN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MN0686'THE STATION IS ABOUT 4 MI (6.4 KM) SOUTH FROM BIG SPRINGS, 0.3 MI
 MN0686'(0.5 KM) WEST FROM THE NORTHEAST CORNER OF COLORADO AND ON THE
 MN0686'RIGHT-OF-WAY OF A GRADED ROAD.
 MN0686'TO REACH FROM BIG SPRINGS, GO SOUTH FOR 4.0 MI (6.4 KM) TO A CURVE TO
 MN0686'THE EAST AT THE COLORADO STATE LINE.  CONTINUE EAST FOR 0.7 MI
 MN0686'(1.1 KM) TO THE MARK ON THE LEFT.
 MN0686'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 MN0686'ABOUT 4 IN ABOVE THE GROUND.  IT IS 28.0 FT (8.5 M) NORTH FROM THE
 MN0686'CENTERLINE OF THE ROAD, 4.0 FT (1.2 M) NORTH-NORTHEAST FROM A WITNESS
 MN0686'POST AND 3.0 FT (0.9 M) NORTH FROM AN EAST/WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DF8994 ***********************************************************************
 DF8994  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8994  DESIGNATION -  NE DEPT OF ROADS CORS ARP
 DF8994  CORS_ID     -  NEDR
 DF8994  PID         -  DF8994
 DF8994  STATE/COUNTY-  NE/LANCASTER
 DF8994  COUNTRY     -  US
 DF8994  USGS QUAD   -  LINCOLN (2017)
 DF8994
 DF8994                         *CURRENT SURVEY CONTROL
 DF8994  ______________________________________________________________________
 DF8994* NAD 83(2011) POSITION- 40 46 21.29168(N) 096 42 01.14409(W)   ADJUSTED
 DF8994* NAD 83(2011) ELLIP HT-   349.332 (meters)        (06/??/19)   ADJUSTED
 DF8994* NAD 83(2011) EPOCH   -  2010.00
 DF8994  ______________________________________________________________________
 DF8994  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 DF8994  NAD 83(2011) X  -   -564,408.114 (meters)                     COMP
 DF8994  NAD 83(2011) Y  - -4,804,347.303 (meters)                     COMP
 DF8994  NAD 83(2011) Z  -  4,143,558.111 (meters)                     COMP
 DF8994
 DF8994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8994  Standards:
 DF8994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8994  -------------------------------------------------------------------
 DF8994  NETWORK    0.17   0.38           0.05   0.08   0.20      0.19335400
 DF8994  -------------------------------------------------------------------
 DF8994
 DF8994.The coordinates were established by GPS observations
 DF8994.and adjusted by the National Geodetic Survey in June 2019.
 DF8994
 DF8994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8994.been affixed to the stable North American Tectonic Plate. 
 DF8994
 DF8994.The coordinates are valid at the epoch date displayed above
 DF8994.which is a decimal equivalence of Year/Month/Day.
 DF8994
 DF8994.Due to the release of the International GNSS Service (IGS) 2014
 DF8994.realization of the International Terrestrial Reference Frame of 2014
 DF8994.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF8994.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF8994.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF8994.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF8994.currently published epoch of 2010.00.
 DF8994
 DF8994.Additional information on MYCS2 is available at
 DF8994.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF8994
 DF8994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8994.GEOID18 height accuracy estimate available here.
 DF8994
 DF8994.The PID for the CORS L1 Phase Center is DN9741.
 DF8994
 DF8994.Click photographs - Photos may exist for this station.
 DF8994
 DF8994.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8994
 DF8994.The ellipsoidal height was determined by GPS observations
 DF8994.and is referenced to NAD 83.
 DF8994
 DF8994. The following values were computed from the NAD 83(2011) position.
 DF8994
 DF8994;                    North         East     Units Scale Factor Converg.
 DF8994;SPC NE       -   109,596.590   778,431.330   MT  0.99973986   +2 11 12.1
 DF8994;SPC NE       -   359,568.15  2,553,903.46   sFT  0.99973986   +2 11 12.1
 DF8994;UTM  14      - 4,516,056.202   694,077.802   MT  1.00006363   +1 30 08.3
 DF8994
 DF8994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8994!SPC NE       -   0.99994521  x   0.99973986  =   0.99968508
 DF8994!UTM  14      -   0.99994521  x   1.00006363  =   1.00000883
 DF8994
 DF8994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9407716056(NAD 83)
 DF8994
 DF8994                          SUPERSEDED SURVEY CONTROL
 DF8994
 DF8994  ELLIP H (06/27/12)  349.334  (m)                       GP(2010.00) 0 0
 DF8994  NAD 83(2011)-  40 46 21.29153(N)    096 42 01.14457(W) AD(2010.00) c
 DF8994  NAD 83(2011)-  40 46 21.29179(N)    096 42 01.14422(W) AD(2010.00) c
 DF8994  ELLIP H (08/??/11)  349.329  (m)                       GP(2010.00) c c
 DF8994  ELLIP H (02/10/07)  349.349  (m)                       GP(2002.00)    
 DF8994  NAD 83(2007)-  40 46 21.29155(N)    096 42 01.14487(W) AD(2002.00) c
 DF8994  NAD 83(CORS)-  40 46 21.29155(N)    096 42 01.14487(W) AD(2002.00) c
 DF8994  ELLIP H (11/??/03)  349.349  (m)                       GP(2002.00) c c
 DF8994
 DF8994.Superseded values are not recommended for survey control.
 DF8994
 DF8994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8994.See file dsdata.pdf to determine how the superseded data were derived.
 DF8994
 DF8994_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8994
 DF8994                          STATION DESCRIPTION
 DF8994
 DF8994'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DF8994'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF8994'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF8994'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF8994'https://geodesy.noaa.gov/CORS/data.shtml
 DF8994'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4101 ***********************************************************************
 AB4101  CBN         -  This is a Cooperative Base Network Control Station.
 AB4101  PACS        -  This is a Primary Airport Control Station.
 AB4101  DESIGNATION -  NE02 A
 AB4101  PID         -  AB4101
 AB4101  STATE/COUNTY-  NE/CEDAR
 AB4101  COUNTRY     -  US
 AB4101  USGS QUAD   -  HARTINGTON (2017)
 AB4101
 AB4101                         *CURRENT SURVEY CONTROL
 AB4101  ______________________________________________________________________
 AB4101* NAD 83(2011) POSITION- 42 36 08.11256(N) 097 15 02.45236(W)   ADJUSTED
 AB4101* NAD 83(2011) ELLIP HT-   394.964 (meters)        (06/27/12)   ADJUSTED
 AB4101* NAD 83(2011) EPOCH   -  2010.00
 AB4101* NAVD 88 ORTHO HEIGHT -   420.49  (meters)     1379.6   (feet) GPS OBS
 AB4101  ______________________________________________________________________
 AB4101  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4101  GEOID HEIGHT    -        -25.465 (meters)                     GEOID99
 AB4101  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 AB4101  NAD 83(2011) X  -   -593,476.565 (meters)                     COMP
 AB4101  NAD 83(2011) Y  - -4,664,663.957 (meters)                     COMP
 AB4101  NAD 83(2011) Z  -  4,295,349.762 (meters)                     COMP
 AB4101  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 AB4101
 AB4101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4101  Standards:
 AB4101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4101  -------------------------------------------------------------------
 AB4101  NETWORK    0.45   1.08           0.21   0.15   0.55      0.00870785
 AB4101  -------------------------------------------------------------------
 AB4101  Click here for local accuracies and other accuracy information.
 AB4101
 AB4101.This mark is at Hartington Municipal Airport (NE02)
 AB4101
 AB4101.The horizontal coordinates were established by GPS observations
 AB4101.and adjusted by the National Geodetic Survey in June 2012.
 AB4101
 AB4101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4101.been affixed to the stable North American tectonic plate. See 
 AB4101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4101
 AB4101.The horizontal coordinates are valid at the epoch date displayed above
 AB4101.which is a decimal equivalence of Year/Month/Day.
 AB4101
 AB4101.The orthometric height was determined by GPS observations and a
 AB4101.high-resolution geoid model.
 AB4101
 AB4101.GPS derived orthometric heights for airport stations designated as
 AB4101.PACS or SACS are published to 2 decimal places.  This maintains
 AB4101.centimeter relative accuracy between the PACS and SACS.  It does
 AB4101.not indicate centimeter accuracy relative to other marks which are
 AB4101.part of the published vertical control network.
 AB4101
 AB4101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4101.GEOID18 height accuracy estimate available here.
 AB4101
 AB4101.Click photographs - Photos may exist for this station.
 AB4101
 AB4101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4101
 AB4101.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4101
 AB4101.The ellipsoidal height was determined by GPS observations
 AB4101.and is referenced to NAD 83.
 AB4101
 AB4101. The following values were computed from the NAD 83(2011) position.
 AB4101
 AB4101;                    North         East     Units Scale Factor Converg.
 AB4101;SPC NE       -   311,026.156   725,549.039   MT  0.99984201   +1 49 19.1
 AB4101;SPC NE       - 1,020,424.98  2,380,405.47   sFT  0.99984201   +1 49 19.1
 AB4101;UTM  14      - 4,718,130.373   643,502.237   MT  0.99985336   +1 11 03.6
 AB4101
 AB4101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4101!SPC NE       -   0.99993806  x   0.99984201  =   0.99978008
 AB4101!UTM  14      -   0.99993806  x   0.99985336  =   0.99979143
 AB4101
 AB4101:                Primary Azimuth Mark                     Grid Az
 AB4101:SPC NE       -  NE02 C                                   311 04 50.5
 AB4101:UTM  14      -  NE02 C                                   311 43 06.0
 AB4101
 AB4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4350218130(NAD 83)
 AB4101
 AB4101|---------------------------------------------------------------------|
 AB4101| PID    Reference Object                     Distance      Geod. Az  |
 AB4101|                                                           dddmmss.s |
 AB4101| AB4169 NE02 B                              396.540 METERS 15044     |
 AB4101| AB4170 NE02 C                              409.501 METERS 3125409.6 |
 AB4101|---------------------------------------------------------------------|
 AB4101
 AB4101                          SUPERSEDED SURVEY CONTROL
 AB4101
 AB4101  NAD 83(2007)-  42 36 08.11251(N)    097 15 02.45312(W) AD(2002.00) 0
 AB4101  ELLIP H (02/10/07)  394.990  (m)                       GP(2002.00)    
 AB4101  ELLIP H (07/10/01)  394.960  (m)                       GP(       ) 4 1
 AB4101  NAD 83(1995)-  42 36 08.11246(N)    097 15 02.45277(W) AD(       ) B
 AB4101  ELLIP H (06/25/96)  395.025  (m)                       GP(       ) 1 1
 AB4101  NAVD 88 (06/25/96)  420.42   (m)  GEOID93  model used  GPS OBS        
 AB4101
 AB4101.Superseded values are not recommended for survey control.
 AB4101
 AB4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4101.See file dsdata.pdf to determine how the superseded data were derived.
 AB4101
 AB4101_MARKER: F = FLANGE-ENCASED ROD
 AB4101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4101_STAMPING: NE02 A 1995
 AB4101_MARK LOGO: NGS
 AB4101_PROJECTION: FLUSH
 AB4101_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4101+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2021
 AB4101_ROD/PIPE-DEPTH: 9.75 meters
 AB4101_SLEEVE-DEPTH  : 1 meters
 AB4101
 AB4101  HISTORY     - Date     Condition        Report By
 AB4101  HISTORY     - 1995     MONUMENTED       NGS
 AB4101  HISTORY     - 19970626 GOOD             NGS
 AB4101  HISTORY     - 20000612 GOOD             NEDR
 AB4101  HISTORY     - 20200924 GOOD             NEGS
 AB4101  HISTORY     - 20210818 GOOD             NEGS
 AB4101
 AB4101                          STATION DESCRIPTION
 AB4101
 AB4101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4101'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH-SOUTHEAST OF
 AB4101'YANKTON SD, 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4101'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4101'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4101'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4101'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4101'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4101'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4101'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4101'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A OLD AIRPORT OFFICE AHEAD.
 AB4101'TURN LEFT AND GO SOUTH ACROSS GRASS FOR 0.1 MI (0.2 KM) TO A STUB
 AB4101'TAXIWAY AND THE STATION ON THE RIGHT.  THE STATION IS ON LINE WITH THE
 AB4101'NORTHWEST WALL OF A CONCRETE BLOCK HANGAR, 161.2 FT (49.1 M) SOUTHWEST
 AB4101'OF THE WEST CORNER OF THE HANGAR, 114.0 FT (34.7 M) NORTHEAST OF THE
 AB4101'RUNWAY CENTER, 70.6 FT (21.5 M) NORTH OF THE NORTH CORNER OF A STUB
 AB4101'TAXIWAY.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4101'PRIMARY AIRPORT CONTROL STATION.
 AB4101
 AB4101                          STATION RECOVERY (1997)
 AB4101
 AB4101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4101'YANKTON S.D., 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4101'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4101'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4101'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4101'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4101'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4101'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4101'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4101'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN AIRPORT OFFICE AHEAD AND AN
 AB4101'OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO NORTH-NORTHEAST ON
 AB4101'A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A PARKING APRON, TURN SOUTHEAST
 AB4101'ON A TAXIWAY LEADING SOUTH AND EAST TO THE RUNWAY, CROSS THE RUNWAY TO
 AB4101'THE STATION DIRECTLY AHEAD.  THE STATION IS ON LINE WITH THE NORTHWEST
 AB4101'WALL OF A CONCRETE BLOCK HANGER, 161.2 FT (49.1 M) SOUTHWEST OF THE
 AB4101'WEST CORNER OF THE HANGER, 114.0 FT (34.7 M) NORTHEAST OF THE RUNWAY
 AB4101'CENTER, 58.7 FT (17.9 M) EAST SOUTHEAST OF THE CENTER OF THE NORTHEAST
 AB4101'END OF A STUB TAXIWAY AND 49.5 FT (15.1 M) EAST OF A TAXIWAY LIGHT
 AB4101'WITH A SHORT WITNESS POST. THIS STATION HAS BEEN SELECTED AS THE
 AB4101'PRIMARY AIRPORT CONTROL STATION (PACS) FOR THIS AIRPORT.
 AB4101
 AB4101                          STATION RECOVERY (2000)
 AB4101
 AB4101'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4101'NEW TO REACH AS FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF
 AB4101'STATE HIGHWAY 84 AND STATE HIGHWAY 15 SOUTH OF HARTINGTON, GO SOUTH ON
 AB4101'HIGHWAY 15 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF COUNTY ROAD 881,
 AB4101'GO EAST ON ROAD 881 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION 564
 AB4101'AVENUE, TURN LEFT NORTH AND GO 0.25 MI (0.40 KM) TO A GATE AND HANGER
 AB4101'AREA OF THE AIRPORT, PASS THROUGH THE GATE AND TURN RIGHT EAST ALONG
 AB4101'TAXI FOR 200 FT (61.0 M) TO A CONNECTING TAXIWAY TURN RIGHT SOUTH AND
 AB4101'FOLLOW THE TAXIWAY 0.15 MI (0.24 KM) TO A RUNWAY 13-31, CROSS THE
 AB4101'RUNWAY TO A CONCRETE APRON AND THE STATION ON THE LEFT IN A GRASS
 AB4101'AREA, 190.80 FT (58.16 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AB4101'NORTHERN MOST HANGER, 161.50 FT (49.23 M) WEST OF THE CORNER OF A
 AB4101'CONCRETE HANGER, 133.60 FT (40.7 M) EAST OF A RUNWAY LIGHT, 109.50 FT
 AB4101'(33.38 M) NORTHEAST OF THE CENTERLINE OF RUNWAY, 70.40 FT (21.46 M)
 AB4101'NORTHWEST OF THE CORNER OF THE CONCRETE APPROACH.  NOTE--AIRPORT
 AB4101'IDENTIFIER IS (0B4) NOT NE02.
 AB4101
 AB4101                          STATION RECOVERY (2020)
 AB4101
 AB4101'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 AB4101'THE MARK IS LOCATED AT THE AIRPORT IN HARTINGTON, NE.  FROM THE
 AB4101'AIRPORT OFFICE, GO NORTHEAST ON THE TAXIWAY ACROSS THE PARALLEL
 AB4101'TAXIWAY AND MAIN RUNWAY 31 TO THE STATION APPROXIMATELY 110 FT (33.5
 AB4101'M) NORTHEAST OF THE CENTERLINE OF RUNWAY 31 AND APPROXIMATELY 70 FT
 AB4101'(21.3 M) NORTHWEST OF THE CENTERLINE OF A NEW DRIVEWAY TO AN OLD
 AB4101'HANGER.
 AB4101
 AB4101                          STATION RECOVERY (2021)
 AB4101
 AB4101'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 AB4101'THE MARK IS LOCATED AT THE AIRPORT IN HARTINGTON, NE. TO REACH THE
 AB4101'MARK FROM THE AIRPORT OFFICE, GO EAST-SOUTHEAST ON THE RAMP
 AB4101'APPROXIMATELY 250'.  TURN NORTHEAST ONTO THE TAXIWAY AND GO
 AB4101'APPROXIMATELY 0.17 MI (0.27 KM) ACROSS THE PARALLEL TAXIWAY AND MAIN
 AB4101'RUNWAY TO THE STATION ON THE LEFT.  THE MARK IS 70.0 FT (21.3 M)
 AB4101'NORTHWEST OF THE CENTERLINE OF THE CONCRETE DRIVE TO STORAGE BUILDING,
 AB4101'32.95 FT (10.0 M) WEST OF AN OUTSIDE CORNER OF CONCRETE DRIVE, 30.50
 AB4101'FT (9.3 M) NORTHWEST OF AN INSIDE CORNER OF CONCRETE AND 109.5 FT
 AB4101'(33.4 M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4169 ***********************************************************************
 AB4169  SACS        -  This is a Secondary Airport Control Station.
 AB4169  DESIGNATION -  NE02 B
 AB4169  PID         -  AB4169
 AB4169  STATE/COUNTY-  NE/CEDAR
 AB4169  COUNTRY     -  US
 AB4169  USGS QUAD   -  COLERIDGE (2017)
 AB4169
 AB4169                         *CURRENT SURVEY CONTROL
 AB4169  ______________________________________________________________________
 AB4169* NAD 83(2011) POSITION- 42 35 56.90258(N) 097 14 53.94705(W)   ADJUSTED
 AB4169* NAD 83(2011) ELLIP HT-   394.945 (meters)        (06/27/12)   ADJUSTED
 AB4169* NAD 83(2011) EPOCH   -  2010.00
 AB4169* NAVD 88 ORTHO HEIGHT -   420.40  (meters)     1379.3   (feet) GPS OBS
 AB4169  ______________________________________________________________________
 AB4169  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4169  GEOID HEIGHT    -        -25.458 (meters)                     GEOID96
 AB4169  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 AB4169  NAD 83(2011) X  -   -593,313.759 (meters)                     COMP
 AB4169  NAD 83(2011) Y  - -4,664,920.693 (meters)                     COMP
 AB4169  NAD 83(2011) Z  -  4,295,095.116 (meters)                     COMP
 AB4169  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 AB4169
 AB4169  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4169  Standards:
 AB4169         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4169            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4169  -------------------------------------------------------------------
 AB4169  NETWORK    0.48   1.12           0.22   0.16   0.57     -0.01122801
 AB4169  -------------------------------------------------------------------
 AB4169  Click here for local accuracies and other accuracy information.
 AB4169
 AB4169.This mark is at Hartington Municipal Airport (NE02)
 AB4169
 AB4169.The horizontal coordinates were established by GPS observations
 AB4169.and adjusted by the National Geodetic Survey in June 2012.
 AB4169
 AB4169.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4169.been affixed to the stable North American tectonic plate. See 
 AB4169.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4169
 AB4169.The horizontal coordinates are valid at the epoch date displayed above
 AB4169.which is a decimal equivalence of Year/Month/Day.
 AB4169
 AB4169.The orthometric height was determined by GPS observations and a
 AB4169.high-resolution geoid model.
 AB4169
 AB4169.GPS derived orthometric heights for airport stations designated as
 AB4169.PACS or SACS are published to 2 decimal places.  This maintains
 AB4169.centimeter relative accuracy between the PACS and SACS.  It does
 AB4169.not indicate centimeter accuracy relative to other marks which are
 AB4169.part of the published vertical control network.
 AB4169
 AB4169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4169.GEOID18 height accuracy estimate available here.
 AB4169
 AB4169.Click photographs - Photos may exist for this station.
 AB4169
 AB4169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4169
 AB4169.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4169
 AB4169.The ellipsoidal height was determined by GPS observations
 AB4169.and is referenced to NAD 83.
 AB4169
 AB4169. The following values were computed from the NAD 83(2011) position.
 AB4169
 AB4169;                    North         East     Units Scale Factor Converg.
 AB4169;SPC NE       -   310,686.646   725,753.802   MT  0.99984097   +1 49 24.7
 AB4169;SPC NE       - 1,019,311.10  2,381,077.27   sFT  0.99984097   +1 49 24.7
 AB4169;UTM  14      - 4,717,788.601   643,703.210   MT  0.99985407   +1 11 09.1
 AB4169
 AB4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4169!SPC NE       -   0.99993806  x   0.99984097  =   0.99977904
 AB4169!UTM  14      -   0.99993806  x   0.99985407  =   0.99979214
 AB4169
 AB4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4370317788(NAD 83)
 AB4169
 AB4169|---------------------------------------------------------------------|
 AB4169| PID    Reference Object                     Distance      Geod. Az  |
 AB4169|                                                           dddmmss.s |
 AB4169| AB4101 NE02 A                              396.540 METERS 33044     |
 AB4169|---------------------------------------------------------------------|
 AB4169
 AB4169                          SUPERSEDED SURVEY CONTROL
 AB4169
 AB4169  NAD 83(2007)-  42 35 56.90254(N)    097 14 53.94782(W) AD(2002.00) 0
 AB4169  ELLIP H (02/10/07)  394.971  (m)                       GP(2002.00)    
 AB4169  ELLIP H (12/12/01)  394.941  (m)                       GP(       ) 4 2
 AB4169  NAD 83(1995)-  42 35 56.90249(N)    097 14 53.94747(W) AD(       ) 1
 AB4169  ELLIP H (09/23/97)  395.006  (m)                       GP(       ) 4 2
 AB4169
 AB4169.Superseded values are not recommended for survey control.
 AB4169
 AB4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4169.See file dsdata.pdf to determine how the superseded data were derived.
 AB4169
 AB4169_MARKER: I = METAL ROD
 AB4169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4169_STAMPING: NE02 B 1995
 AB4169_MARK LOGO: NGS
 AB4169_PROJECTION: FLUSH
 AB4169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4169+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1997
 AB4169_ROD/PIPE-DEPTH: 13.5 meters
 AB4169_SLEEVE-DEPTH  : 1 meters
 AB4169
 AB4169  HISTORY     - Date     Condition        Report By
 AB4169  HISTORY     - 1995     MONUMENTED       NGS
 AB4169  HISTORY     - 19970626 GOOD             NGS
 AB4169
 AB4169                          STATION DESCRIPTION
 AB4169
 AB4169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4169'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH-SOUTHEAST OF
 AB4169'YANKTON SD, 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4169'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4169'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4169'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4169'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4169'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4169'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4169'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4169'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN OLD AIRPORT OFFICE AHEAD AND
 AB4169'AN OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTH ACROSS
 AB4169'GRASS FOR 0.1 MI (0.2 KM) TO A STUB TAXIWAY AND THE RUNWAY, TURN LEFT
 AB4169'AND GO SOUTHEAST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT
 AB4169'END AND THE STATION ON THE RIGHT, JUST NORTHEAST OF THE EXTENDED
 AB4169'SOUTHWEST EDGE OF THE EXISTING CONCRETE TURNAROUND PAVEMENT.  THE
 AB4169'STATION IS 103.5 FT (31.5 M) SOUTHWEST OF THE EXTENDED CENTER OF THE
 AB4169'RUNWAY, 94.5 FT (28.8 M) WEST-NORTHWEST OF THE SOUTHWEST END OF A
 AB4169'METAL NE/SW CULVERT, 45.5 FT (13.9 M) NORTH OF THE SOUTHEAST END OF A
 AB4169'METAL NW/SE CULVERT, 33.3 FT (10.1 M) SOUTHEAST OF THE CENTER OF THE
 AB4169'TURNAROUND TAXIWAY, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST, 2.0 FT
 AB4169'(0.6 M) EAST OF A WITNESS POST AND 1.7 FT (0.5 M) NORTHWEST OF A
 AB4169'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4169
 AB4169                          STATION RECOVERY (1997)
 AB4169
 AB4169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4169'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH SOUTHEAST OF
 AB4169'YANKTON S.D., 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4169'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4169'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4169'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4169'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4169'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4169'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4169'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4169'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN AIRPORT OFFICE AHEAD AND A
 AB4169'OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO NORTHEAST ON A
 AB4169'GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A PARKING APRON. TURN RIGHT AND GO
 AB4169'SOUTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN RIGHT
 AB4169'ON THE RUNWAY AND DRIVE FOR 0.25 MI (0.40 KM) TO THE END OF THE
 AB4169'RUNWAY, TURN RIGHT, WEST ON THE WARMUP APRON FOR 50 FEET (15.2 M) TO
 AB4169'THE STATION ON THE LEFT.  THE STATION IS 103.5 FT (31.5 M) SOUTHWEST
 AB4169'OF THE EXTENDED CENTER OF THE RUNWAY, 94.5 FT (28.8 M) WEST NORTHWEST
 AB4169'OF THE SOUTHWEST END OF A METAL NE/SW CULVERT, 45.5 FT (13.9 M) NORTH
 AB4169'OF THE SOUTHEAST END OF A METAL NW/SE CULVERT, 33.3 FT (10.1 M)
 AB4169'SOUTHEAST OF THE CENTER OF THE TURNAROUND TAXIWY.  THIS STATION HAS
 AB4169'BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 AB4169'AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4170 ***********************************************************************
 AB4170  SACS        -  This is a Secondary Airport Control Station.
 AB4170  DESIGNATION -  NE02 C
 AB4170  PID         -  AB4170
 AB4170  STATE/COUNTY-  NE/CEDAR
 AB4170  COUNTRY     -  US
 AB4170  USGS QUAD   -  HARTINGTON (2017)
 AB4170
 AB4170                         *CURRENT SURVEY CONTROL
 AB4170  ______________________________________________________________________
 AB4170* NAD 83(2011) POSITION- 42 36 17.14661(N) 097 15 15.61161(W)   ADJUSTED
 AB4170* NAD 83(2011) ELLIP HT-   393.696 (meters)        (06/27/12)   ADJUSTED
 AB4170* NAD 83(2011) EPOCH   -  2010.00
 AB4170* NAVD 88 ORTHO HEIGHT -   419.15  (meters)     1375.2   (feet) GPS OBS
 AB4170  ______________________________________________________________________
 AB4170  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4170  GEOID HEIGHT    -        -25.462 (meters)                     GEOID96
 AB4170  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 AB4170  NAD 83(2011) X  -   -593,750.212 (meters)                     COMP
 AB4170  NAD 83(2011) Y  - -4,664,437.957 (meters)                     COMP
 AB4170  NAD 83(2011) Z  -  4,295,554.102 (meters)                     COMP
 AB4170  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 AB4170
 AB4170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4170  Standards:
 AB4170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4170  -------------------------------------------------------------------
 AB4170  NETWORK    0.48   1.10           0.22   0.16   0.56     -0.00506629
 AB4170  -------------------------------------------------------------------
 AB4170  Click here for local accuracies and other accuracy information.
 AB4170
 AB4170.This mark is at Hartington Municipal Airport (NE02)
 AB4170
 AB4170.The horizontal coordinates were established by GPS observations
 AB4170.and adjusted by the National Geodetic Survey in June 2012.
 AB4170
 AB4170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4170.been affixed to the stable North American tectonic plate. See 
 AB4170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4170
 AB4170.The horizontal coordinates are valid at the epoch date displayed above
 AB4170.which is a decimal equivalence of Year/Month/Day.
 AB4170
 AB4170.The orthometric height was determined by GPS observations and a
 AB4170.high-resolution geoid model.
 AB4170
 AB4170.GPS derived orthometric heights for airport stations designated as
 AB4170.PACS or SACS are published to 2 decimal places.  This maintains
 AB4170.centimeter relative accuracy between the PACS and SACS.  It does
 AB4170.not indicate centimeter accuracy relative to other marks which are
 AB4170.part of the published vertical control network.
 AB4170
 AB4170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4170.GEOID18 height accuracy estimate available here.
 AB4170
 AB4170.Click photographs - Photos may exist for this station.
 AB4170
 AB4170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4170
 AB4170.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4170
 AB4170.The ellipsoidal height was determined by GPS observations
 AB4170.and is referenced to NAD 83.
 AB4170
 AB4170. The following values were computed from the NAD 83(2011) position.
 AB4170
 AB4170;                    North         East     Units Scale Factor Converg.
 AB4170;SPC NE       -   311,295.205   725,240.413   MT  0.99984285   +1 49 10.4
 AB4170;SPC NE       - 1,021,307.69  2,379,392.92   sFT  0.99984285   +1 49 10.4
 AB4170;UTM  14      - 4,718,402.843   643,196.620   MT  0.99985228   +1 10 54.9
 AB4170
 AB4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4170!SPC NE       -   0.99993826  x   0.99984285  =   0.99978112
 AB4170!UTM  14      -   0.99993826  x   0.99985228  =   0.99979055
 AB4170
 AB4170:                Primary Azimuth Mark                     Grid Az
 AB4170:SPC NE       -  NE02 A                                   131 04 50.3
 AB4170:UTM  14      -  NE02 A                                   131 43 05.8
 AB4170
 AB4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4319618402(NAD 83)
 AB4170
 AB4170|---------------------------------------------------------------------|
 AB4170| PID    Reference Object                     Distance      Geod. Az  |
 AB4170|                                                           dddmmss.s |
 AB4170| AB4101 NE02 A                              409.501 METERS 1325400.7 |
 AB4170|---------------------------------------------------------------------|
 AB4170
 AB4170                          SUPERSEDED SURVEY CONTROL
 AB4170
 AB4170  NAD 83(2007)-  42 36 17.14656(N)    097 15 15.61237(W) AD(2002.00) 0
 AB4170  ELLIP H (02/10/07)  393.721  (m)                       GP(2002.00)    
 AB4170  ELLIP H (12/12/01)  393.692  (m)                       GP(       ) 4 2
 AB4170  NAD 83(1995)-  42 36 17.14651(N)    097 15 15.61202(W) AD(       ) 1
 AB4170  ELLIP H (09/23/97)  393.757  (m)                       GP(       ) 4 2
 AB4170
 AB4170.Superseded values are not recommended for survey control.
 AB4170
 AB4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4170.See file dsdata.pdf to determine how the superseded data were derived.
 AB4170
 AB4170_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4170_STAMPING: NE02 C 1995
 AB4170_MARK LOGO: NGS
 AB4170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4170+STABILITY: SURFACE MOTION
 AB4170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4170+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1997
 AB4170
 AB4170  HISTORY     - Date     Condition        Report By
 AB4170  HISTORY     - 1995     MONUMENTED       NGS
 AB4170  HISTORY     - 19970626 GOOD             NGS
 AB4170
 AB4170                          STATION DESCRIPTION
 AB4170
 AB4170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4170'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH-SOUTHEAST OF
 AB4170'YANKTON SD, 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4170'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4170'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4170'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4170'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4170'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO AN
 AB4170'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4170'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4170'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN OLD AIRPORT OFFICE AHEAD AND
 AB4170'AN OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTH ACROSS
 AB4170'GRASS FOR 0.1 MI (0.2 KM) TO A STUB TAXIWAY AND THE RUNWAY, TURN RIGHT
 AB4170'AND GO NORTHWEST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT
 AB4170'END AND THE STATION ON THE LEFT, ON THE SOUTHWEST SIDE OF A DITCH ON
 AB4170'THE EDGE OF A FIELD.  THE STATION IS LEVEL WITH THE RUNWAY, 86.0 FT
 AB4170'(26.2 M) SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 78.3 FT
 AB4170'(23.9 M) SOUTHWEST OF THE RUNWAY CENTER, 69.9 FT (21.3 M) SOUTH OF THE
 AB4170'NORTHWEST CORNER OF THE CONCRETE RUNWAY PAVEMENT, 12.0 FT (3.7 M)
 AB4170'SOUTHWEST OF THE APPROXIMATE BOTTOM OF THE DITCH (ABOUT 2 FT (0.6 M)
 AB4170'HIGHER), 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST AND 1.8 FT (0.5 M)
 AB4170'NORTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4170
 AB4170                          STATION RECOVERY (1997)
 AB4170
 AB4170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4170'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH SOUTHEAST OF
 AB4170'YANKTON S.D., 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4170'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4170'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4170'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4170'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4170'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4170'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4170'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4170'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE AHEAD AND A
 AB4170'OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTH ON A GRAVEL
 AB4170'ROAD TO A PARKING APRON.  TURN RIGHT SOUTHEAST ON PARKING APRON AND
 AB4170'CONTINUE FOR 0.1 MI (0.2 KM) ON TAXIWAY TO THE RUNWAY, TURN LEFT,
 AB4170'NORTHWEST ON TAXIWAY AND CONTINUE FOR 0.25 MI (0.40 KM) STATION ON THE
 AB4170'LEFT ON THE SOUTHWEST SIDE OF A DITCH ON THE EDGE OF A FIELD. THE
 AB4170'STATION IS LEVEL WITH THE RUNWAY, 78.3 FT (23.9 M) SOUTHWEST OF THE
 AB4170'RUNWAY CENTER, 51.3 FT (15.6 M) SOUTHWEST OF RUNWAY LIGHT R7. 12.0 FT
 AB4170'(3.7 M) SOUTHWEST OF THE APPROXIMATE BOTTOM OF THE DITCH (ABOUT 2 FT
 AB4170'(0.6 M) HIGHER) , 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST AND 1.8
 AB4170'FT (0.5 M) NORTHWEST OF A WITNESS POST.  THIS STATION HAS BEEN
 AB4170'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 AB4170'AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0391 ***********************************************************************
 MN0391  CBN         -  This is a Cooperative Base Network Control Station.
 MN0391  DESIGNATION -  NEBCO
 MN0391  PID         -  MN0391
 MN0391  STATE/COUNTY-  NE/CHEYENNE
 MN0391  COUNTRY     -  US
 MN0391  USGS QUAD   -  LORENZO (2017)
 MN0391
 MN0391                         *CURRENT SURVEY CONTROL
 MN0391  ______________________________________________________________________
 MN0391* NAD 83(2011) POSITION- 41 00 08.49312(N) 103 05 25.56379(W)   ADJUSTED
 MN0391* NAD 83(2011) ELLIP HT-  1327.371 (meters)        (06/27/12)   ADJUSTED
 MN0391* NAD 83(2011) EPOCH   -  2010.00
 MN0391* NAVD 88 ORTHO HEIGHT -  1346.955 (meters)     4419.13  (feet) ADJUSTED
 MN0391  ______________________________________________________________________
 MN0391  GEOID HEIGHT    -        -19.592 (meters)                     GEOID18
 MN0391  NAD 83(2011) X  - -1,091,997.333 (meters)                     COMP
 MN0391  NAD 83(2011) Y  - -4,696,130.430 (meters)                     COMP
 MN0391  NAD 83(2011) Z  -  4,163,491.805 (meters)                     COMP
 MN0391  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 MN0391  DYNAMIC HEIGHT  -       1345.981 (meters)     4415.94  (feet) COMP
 MN0391  MODELED GRAVITY -    979,853.6   (mgal)                       NAVD 88
 MN0391
 MN0391  VERT ORDER      -  FIRST     CLASS II
 MN0391
 MN0391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0391  Standards:
 MN0391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0391  -------------------------------------------------------------------
 MN0391  NETWORK    0.29   0.51           0.13   0.10   0.26      0.04846815
 MN0391  -------------------------------------------------------------------
 MN0391  Click here for local accuracies and other accuracy information.
 MN0391
 MN0391.The horizontal coordinates were established by GPS observations
 MN0391.and adjusted by the National Geodetic Survey in June 2012.
 MN0391
 MN0391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0391.been affixed to the stable North American tectonic plate. See 
 MN0391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0391
 MN0391.The horizontal coordinates are valid at the epoch date displayed above
 MN0391.which is a decimal equivalence of Year/Month/Day.
 MN0391
 MN0391.The orthometric height was determined by differential leveling and
 MN0391.adjusted by the NATIONAL GEODETIC SURVEY
 MN0391.in June 1991.
 MN0391
 MN0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0391.GEOID18 height accuracy estimate available here.
 MN0391
 MN0391.Click photographs - Photos may exist for this station.
 MN0391
 MN0391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0391
 MN0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0391
 MN0391.The ellipsoidal height was determined by GPS observations
 MN0391.and is referenced to NAD 83.
 MN0391
 MN0391.The dynamic height is computed by dividing the NAVD 88
 MN0391.geopotential number by the normal gravity value computed on the
 MN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0391.degrees latitude (g = 980.6199 gals.).
 MN0391
 MN0391.The modeled gravity was interpolated from observed gravity values.
 MN0391
 MN0391. The following values were computed from the NAD 83(2011) position.
 MN0391
 MN0391;                    North         East     Units Scale Factor Converg.
 MN0391;SPC NE       -   134,437.834   240,129.143   MT  0.99969695   -2 02 52.9
 MN0391;SPC NE       -   441,068.13    787,823.70   sFT  0.99969695   -2 02 52.9
 MN0391;UTM  13      - 4,540,775.125   660,595.861   MT  0.99991744   +1 15 11.2
 MN0391
 MN0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0391!SPC NE       -   0.99979183  x   0.99969695  =   0.99948885
 MN0391!UTM  13      -   0.99979183  x   0.99991744  =   0.99970929
 MN0391
 MN0391:                Primary Azimuth Mark                     Grid Az
 MN0391:SPC NE       -  NEBCO AZ MK                              021 28 49.6
 MN0391:UTM  13      -  NEBCO AZ MK                              018 10 45.5
 MN0391
 MN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6059540775(NAD 83)
 MN0391
 MN0391|---------------------------------------------------------------------|
 MN0391| PID    Reference Object                     Distance      Geod. Az  |
 MN0391|                                                           dddmmss.s |
 MN0391| MN0390 NEBCO AZ MK                                        0192556.7 |
 MN0391| CP7820 NEBCO RM 1                           15.442 METERS 01937     |
 MN0391| LK0616 PEETZ MUNICIPAL TANK                APPROX. 4.6 KM 2013822.5 |
 MN0391| CP7821 NEBCO RM 2                           14.725 METERS 28509     |
 MN0391|---------------------------------------------------------------------|
 MN0391
 MN0391                          SUPERSEDED SURVEY CONTROL
 MN0391
 MN0391  NAD 83(2007)-  41 00 08.49298(N)    103 05 25.56442(W) AD(2002.00) 0
 MN0391  ELLIP H (02/10/07) 1327.400  (m)                       GP(2002.00)    
 MN0391  ELLIP H (09/24/01) 1327.401  (m)                       GP(       ) 4 1
 MN0391  NAD 83(1992)-  41 00 08.49223(N)    103 05 25.56412(W) AD(       ) B
 MN0391  ELLIP H (05/26/92) 1327.453  (m)                       GP(       ) 4 1
 MN0391  NAD 83(1986)-  41 00 08.48245(N)    103 05 25.57018(W) AD(       ) 3
 MN0391  NAD 27      -  41 00 08.53410(N)    103 05 23.84110(W) AD(       ) 3
 MN0391  NAVD 88            1346.96   (m)         4419.2    (f) LEVELING    3  
 MN0391  NGVD 29            1346.19   (m)         4416.6    (f) LEVELING    3  
 MN0391
 MN0391.Superseded values are not recommended for survey control.
 MN0391
 MN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0391.See file dsdata.pdf to determine how the superseded data were derived.
 MN0391
 MN0391_MARKER: DS = TRIANGULATION STATION DISK
 MN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0391_STAMPING: NEBCO 1963
 MN0391_MARK LOGO: CGS
 MN0391_PROJECTION: FLUSH
 MN0391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0391+STABILITY: SURFACE MOTION
 MN0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0391+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1995
 MN0391
 MN0391  HISTORY     - Date     Condition        Report By
 MN0391  HISTORY     - 1963     MONUMENTED       CGS
 MN0391  HISTORY     - 1985     GOOD             NGS
 MN0391  HISTORY     - 19910501 GOOD             NGS
 MN0391  HISTORY     - 19950420 GOOD             NGS
 MN0391  HISTORY     - 19950627 GOOD             MSAM
 MN0391  HISTORY     - 20060716 GOOD             JCLS
 MN0391
 MN0391                          STATION DESCRIPTION
 MN0391
 MN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0391'THE STATION IS 10 MILES SOUTH AND 6 MILES WEST OF SIDNEY,
 MN0391'NEBRASKA, 3 MILES NORTH AND 1 MILE EAST OF PEETZ, COLORADO, ON
 MN0391'THE COLORADO-NEBRASKA STATE BOUNDARY, AND ON THE WEST RIGHT-OF-WAY
 MN0391'OF STATE HIGHWAY 19.
 MN0391'
 MN0391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0391'STATE HIGHWAY 19 ON THE EAST EDGE OF SIDNEY, GO SOUTHWEST ON
 MN0391'HIGHWAY 19 FOR 9.8 MILES TO A GRAIN ELEVATOR ON THE RIGHT, IN
 MN0391'LORENZO, NEBRASKA.  CONTINUE SOUTHWEST ON HIGHWAY 19 FOR 3.0
 MN0391'MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST RIGHT-OF-WAY OF
 MN0391'HIGHWAY 19.  CONTINUE SOUTHWEST ON HIGHWAY 19 FOR 0.4 MILE TO
 MN0391'THE STATION ON THE RIGHT, ON THE COLORADO-NEBRASKA STATE
 MN0391'BOUNDARY.
 MN0391'
 MN0391'STATION MARKS ARE STANDARD DISKS STAMPED NEBCO 1963.  THE SURFACE
 MN0391'DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0391'THE GROUND.  IT IS 92 FEET EAST OF THE EAST RAIL OF RAILROAD
 MN0391'TRACKS, 45.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 19, 21.5
 MN0391'FEET WEST OF THE STATE LINE MARKER, AND 13.0 FEET NORTHWEST OF A
 MN0391'CONCRETE POST WHICH PROJECTS 5 FEET.  THE UNDERGROUND DISK IS
 MN0391'SET IN AN IRREGULAR MASS OF CONCRETE 51 INCHES BELOW THE SURFACE
 MN0391'OF THE GROUND.
 MN0391'
 MN0391'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NEBCO NO 1 1963,
 MN0391'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0391'GROUND.  IT IS 90.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 MN0391'TRACKS, 46.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 19, AND 56
 MN0391'FEET NORTHWEST OF THE STATE LINE MARKER.
 MN0391'
 MN0391'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NEBCO NO 2 1963,
 MN0391'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0391'GROUND.  IT IS 62.0 FEET NORTHWEST OF A YELLOW HIGHWAY
 MN0391'RIGHT-OF-WAY MARKER, 54.5 FEET WEST OF THE CONCRETE POST, AND
 MN0391'44.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 MN0391'
 MN0391'AZIMUTH MARK, A STANDARD DISK STAMPED NEBCO 1963, IS SET IN A
 MN0391'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 46 FEET
 MN0391'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 62 FEET EAST OF A
 MN0391'CONCRETE WHISTLE SIGN, 49.5 FEET WEST OF THE CENTER LINE OF
 MN0391'HIGHWAY 19, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 MN0391'
 MN0391'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0391
 MN0391                          STATION RECOVERY (1985)
 MN0391
 MN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0391'5.2 KM (3.25 MI) NE FROM PEETZ CO.
 MN0391'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MN0391'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT PEETZ
 MN0391'COLORADO, THENCE 4.8 KM (3.0 MI) NORTHEAST ALONG STATE ROUTE 19, AT
 MN0391'THE NEBRASKA-COLORADO STATE LINE, 14.0 METERS (46 FT) WEST OF THE
 MN0391'HIGHWAY CENTERLINE, 28.0 METERS (92 FT) EAST OF THE EAST RAIL OF THE
 MN0391'BURLINGTON NORTHERN RAILROAD, 6.6 METERS (21.5 FT) WEST OF A (WELCOME
 MN0391'TO COLORADO) SIGN AND 4.0 METERS (13 FT) NORTHWEST OF A 5-FOOT HIGH
 MN0391'CONCRETE POST.
 MN0391'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0391
 MN0391                          STATION RECOVERY (1991)
 MN0391
 MN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MN0391'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTHEAST OF SYDNEY,
 MN0391'NEBRASKA, 4.8 KM (3.0 MI) NORTHEAST OF PEETZ, COLORADO, JUST NORTH OF
 MN0391'THE COLORADO-NEBRASKA STATE LINE, IN A GRASS STRIP BETWEEN THE
 MN0391'HIGHWAY AND RAILROAD TRACK, IN THE NORTHWEST 1/4 OF SECTION 24 (IN
 MN0391'NEBRASKA), T 12 N, R 51 W.  OWNERSHIP--STATE DEPARTMENT OF
 MN0391'TRANSPORTATION.
 MN0391'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 113 AND THE PAVED ROAD
 MN0391'LEADING WEST INTO PEETZ, COLORADO, GO NORTHEAST ON HIGHWAY 113 FOR
 MN0391'3.71 KM (2.31 MI) TO A GRAVEL CROSSROAD (COUNTY ROAD 78).  CONTINUE
 MN0391'AHEAD FOR 1.06 KM (0.66 MI) TO THE STATE LINE AND THE STATION ON THE
 MN0391'LEFT.
 MN0391'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 CM
 MN0391'BELOW GROUND.  IT IS 13.9 M (45.6 FT) NORTHWEST OF, AND 0.5 M
 MN0391'(1.6 FT) LOWER THAN THE CENTER OF NEBRASKA HIGHWAY 19, 28.0 M
 MN0391'(91.9 FT) SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 3.9 M (12.8 FT) NORTH
 MN0391'OF A CONCRETE BOUNDARY POST, 4.7 M (15.4 FT) NORTHWEST OF THE
 MN0391'NORTHWEST LEG OF A SIGN -WELCOME TO COLORFUL COLORADO- AND 0.4 M
 MN0391'(1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 MN0391'DESCRIBED BY G.R.HEID
 MN0391
 MN0391                          STATION RECOVERY (1995)
 MN0391
 MN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0391'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF SIDNEY, 3.0
 MN0391'MI (4.8 KM) NORTH OF PEETZ, COLORADO, AT THE NEBRASKA-COLORADO STATE
 MN0391'LINE, BETWEEN THE HIGHWAY AND A RAILROAD TRACK, IN THE NW1/4, SEC24,
 MN0391'T12N, R51W AND ON THE WEST RIGHT-OF-WAY OF NEBRASKA STATE HIGHWAY 19.
 MN0391'TO REACH THE MARK FROM JUNCTION OF COLORADO STATE HIGHWAY 113 AND A
 MN0391'PAVED ROAD LEADING WEST IN PEETZ, COLORADO, GO NORTH ON HIGHWAY 113
 MN0391'FOR 2.3 MI (3.7 KM) TO A GRAVELED CROSSROAD, COUNTY ROAD 78. CONTINUE
 MN0391'NORTH FOR 0.65 MI (1.05 KM) TO THE BEGINNING OF NEBRASKA STATE HIGHWAY
 MN0391'19, THE STATE LINE AND THE MARK ON THE LEFT.  THE DISK IS SET INTO THE
 MN0391'TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 3 CM BELOW THE
 MN0391'GROUND SURFACE.  IT IS 45.5 FT (13.9 M) NORTHWEST OF THE CENTERLINE OF
 MN0391'THE HIGHWAY, 91.9 FT (28.0 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MN0391'TRACK, 15.4 FT (4.7 M) NORTHWEST OF THE NORTHWEST POST OF A WELCOME TO
 MN0391'COLORADO SIGN, 12.8 FT (3.9 M) NORTH OF A CONCRETE BOUNDARY POST, 1.3
 MN0391'FT (0.4 M) NORTHEAST OF A WITNESS POST AND ABOUT 1.5 FT (0.5 M) LOWER
 MN0391'THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 MN0391
 MN0391                          STATION RECOVERY (1995)
 MN0391
 MN0391'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 MN0391'RECOVERED AS DESCRIBED.
 MN0391
 MN0391                          STATION RECOVERY (2006)
 MN0391
 MN0391'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0390 ***********************************************************************
 MN0390  DESIGNATION -  NEBCO AZ MK
 MN0390  PID         -  MN0390
 MN0390  STATE/COUNTY-  NE/CHEYENNE
 MN0390  COUNTRY     -  US
 MN0390  USGS QUAD   -  LORENZO (2017)
 MN0390
 MN0390                         *CURRENT SURVEY CONTROL
 MN0390  ______________________________________________________________________
 MN0390* NAD 83(1986) POSITION- 41 00 27.     (N) 103 05 16.     (W)   SCALED
 MN0390* NAVD 88 ORTHO HEIGHT -  1345.087 (meters)     4413.01  (feet) ADJUSTED
 MN0390  ______________________________________________________________________
 MN0390  GEOID HEIGHT    -        -19.596 (meters)                     GEOID18
 MN0390  DYNAMIC HEIGHT  -       1344.115 (meters)     4409.82  (feet) COMP
 MN0390  MODELED GRAVITY -    979,854.4   (mgal)                       NAVD 88
 MN0390
 MN0390  VERT ORDER      -  FIRST     CLASS II
 MN0390
 MN0390.The horizontal coordinates were scaled from a map and have
 MN0390.an estimated accuracy of +/- 6 seconds.
 MN0390
 MN0390.The orthometric height was determined by differential leveling and
 MN0390.adjusted by the NATIONAL GEODETIC SURVEY
 MN0390.in June 1991.
 MN0390
 MN0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0390.GEOID18 height accuracy estimate available here.
 MN0390
 MN0390.Click photographs - Photos may exist for this station.
 MN0390
 MN0390.The dynamic height is computed by dividing the NAVD 88
 MN0390.geopotential number by the normal gravity value computed on the
 MN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0390.degrees latitude (g = 980.6199 gals.).
 MN0390
 MN0390.The modeled gravity was interpolated from observed gravity values.
 MN0390
 MN0390;                    North         East    Units  Estimated Accuracy
 MN0390;SPC NE       -   135,000.      240,370.      MT  (+/- 180 meters Scaled)
 MN0390
 MN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF608413(NAD 83)
 MN0390
 MN0390                          SUPERSEDED SURVEY CONTROL
 MN0390
 MN0390.No superseded survey control is available for this station.
 MN0390
 MN0390_MARKER: DZ = AZIMUTH MARK DISK
 MN0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0390_STAMPING: NEBCO 1963
 MN0390_MARK LOGO: CGS
 MN0390_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0390+STABILITY: SURFACE MOTION
 MN0390
 MN0390  HISTORY     - Date     Condition        Report By
 MN0390  HISTORY     - 1963     MONUMENTED       CGS
 MN0390  HISTORY     - 1985     GOOD             NGS
 MN0390
 MN0390                          STATION DESCRIPTION
 MN0390
 MN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0390'5.7 KM (3.55 MI) NE FROM PEETZ CO.
 MN0390'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT PEETZ
 MN0390'COLORADO, THENCE 5.5 KM (3.4 MI) NORTHEAST ALONG STATE ROUTE 19,
 MN0390'0.64 KM (0.4 MI) NORTHEAST OF THE NEBRASKA-COLORADO STATE LINE,
 MN0390'15.2 METERS (50 FT) WEST OF THE HIGHWAY CENTERLINE, 14.0 METERS
 MN0390'(46 FT) EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD AND
 MN0390'8.8 METERS (29 FT) SOUTH OF A POWER POLE.
 MN0390'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 MN0390'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0597 ***********************************************************************
 MN0597  DESIGNATION -  NEBCOL
 MN0597  PID         -  MN0597
 MN0597  STATE/COUNTY-  NE/KIMBALL
 MN0597  COUNTRY     -  US
 MN0597  USGS QUAD   -  KIMBALL SE (2017)
 MN0597
 MN0597                         *CURRENT SURVEY CONTROL
 MN0597  ______________________________________________________________________
 MN0597* NAD 83(1995) POSITION- 41 00 09.43438(N) 103 34 21.68793(W)   ADJUSTED
 MN0597* NAVD 88 ORTHO HEIGHT -  1508.    (meters)     4947.    (feet) SCALED
 MN0597  ______________________________________________________________________
 MN0597  GEOID HEIGHT    -        -18.984 (meters)                     GEOID18
 MN0597  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MN0597  HORZ ORDER      -  FIRST
 MN0597
 MN0597.The horizontal coordinates were established by classical geodetic methods
 MN0597.and adjusted by the National Geodetic Survey in August 1997.
 MN0597
 MN0597.The orthometric height was scaled from a topographic map.
 MN0597
 MN0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0597.GEOID18 height accuracy estimate available here.
 MN0597
 MN0597.Click photographs - Photos may exist for this station.
 MN0597
 MN0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0597
 MN0597. The following values were computed from the NAD 83(1995) position.
 MN0597
 MN0597;                    North         East     Units Scale Factor Converg.
 MN0597;SPC NE       -   136,029.413   199,599.490   MT  0.99969691   -2 22 03.4
 MN0597;SPC NE       -   446,289.83    654,852.66   sFT  0.99969691   -2 22 03.4
 MN0597;UTM  13      - 4,540,029.029   620,035.863   MT  0.99977734   +0 56 11.6
 MN0597
 MN0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0597!SPC NE       -   0.99976654  x   0.99969691  =   0.99946352
 MN0597!UTM  13      -   0.99976654  x   0.99977734  =   0.99954393
 MN0597
 MN0597:                Primary Azimuth Mark                     Grid Az
 MN0597:SPC NE       -  NEBCOL AZ MK                             078 52 36.9
 MN0597:UTM  13      -  NEBCOL AZ MK                             075 34 21.9
 MN0597
 MN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2003540029(NAD 83)
 MN0597
 MN0597|---------------------------------------------------------------------|
 MN0597| PID    Reference Object                     Distance      Geod. Az  |
 MN0597|                                                           dddmmss.s |
 MN0597| CP7825 NEBCOL RM 1                          27.395 METERS 01858     |
 MN0597| CP7824 NEBCOL AZ MK                                       0763033.5 |
 MN0597| LK0725 SHELL OIL CO RADIO MAST             APPROX.11.5 KM 2390305.6 |
 MN0597| CP7826 NEBCOL RM 2                          75.267 METERS 30139     |
 MN0597|---------------------------------------------------------------------|
 MN0597
 MN0597                          SUPERSEDED SURVEY CONTROL
 MN0597
 MN0597  NAD 83(1993)-  41 00 09.43231(N)    103 34 21.68696(W) AD(       ) 1
 MN0597  NAD 83(1992)-  41 00 09.43180(N)    103 34 21.68424(W) AD(       ) 1
 MN0597  NAD 83(1986)-  41 00 09.43008(N)    103 34 21.68486(W) AD(       ) 1
 MN0597  NAD 27      -  41 00 09.48810(N)    103 34 19.90740(W) AD(       ) 1
 MN0597
 MN0597.Superseded values are not recommended for survey control.
 MN0597
 MN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0597.See file dsdata.pdf to determine how the superseded data were derived.
 MN0597
 MN0597_MARKER: DS = TRIANGULATION STATION DISK
 MN0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0597_STAMPING: NEBOL 1934
 MN0597_MARK LOGO: CGS
 MN0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0597+STABILITY: SURFACE MOTION
 MN0597
 MN0597  HISTORY     - Date     Condition        Report By
 MN0597  HISTORY     - 1934     MONUMENTED       CGS
 MN0597  HISTORY     - 1963     GOOD             CGS
 MN0597
 MN0597                          STATION DESCRIPTION
 MN0597
 MN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0597'THIS STATION IS ABOUT 17 MILES SOUTHWEST OF KIMBALL AT THE
 MN0597'NORTHWEST END OF A RIDGE IN THE NORTHWEST CORNER OF A PASTURE,
 MN0597'3-1/2 MILES WEST OF CLYDE GORMANS RANCH BUILDINGS, 0.9 MILE
 MN0597'WEST-SOUTHWEST OF A LARGE BARN AND WINDMILL (NOT VISIBLE FROM
 MN0597'THE STATION), 0.1 MILE SOUTH OF AN EAST-WEST FENCE, 211.5 FEET
 MN0597'EAST OF A NORTH-SOUTH FENCE, 15 FEET EAST OF A PILE OF WHITE
 MN0597'STONES, WHICH IS BELIEVED TO MARK THE STATE BOUNDARY OF THE
 MN0597'COLORADO STATE SURVEY BUT NO MARK COULD BE FOUND.  THE STATION
 MN0597'MARK PROJECTS 3 INCHES.
 MN0597'
 MN0597'THE STATION IS REACHED FROM DIX BY TURNING SOUTH OFF PAVED
 MN0597'U.S. HIGHWAY 30 AT THE WEST EDGE OF TOWN AND DRIVING 13.0 MILES
 MN0597'TO A T-ROAD INTERSECTION, THEN WEST 0.3 MILE, THEN SOUTH 3.0
 MN0597'MILES TO A DIM ROAD JUST NORTH OF CLYDE GORMANS BUILDINGS.
 MN0597'LEAVE GRADE AND DRIVE WEST ON FARM ROAD ALONG THE NORTH SIDE
 MN0597'OF FENCE FOR 1.0 MILE, PASS THROUGH A WIRE GATE AT FENCE
 MN0597'CORNERS AT THE NORTHWEST CORNER OF A CORNFIELD, THEN TAKE
 MN0597'LEFT FORK ON MAIN TRACK ROAD AND DRIVE SOUTHWESTERLY FOR
 MN0597'0.7 MILE, THEN RIGHT FORK AT CROSS ROAD AND DRIVE
 MN0597'NORTHWESTERLY FOR 0.6 MILE, PASS THROUGH A GATE IN AN
 MN0597'EAST-WEST FENCE AT A 12-FOOT JOG IN THE FENCE (THE MAIN
 MN0597'ROAD GOES NORTH HERE), TURN WEST AND FOLLOW FARM ROAD
 MN0597'ALONG THE NORTH SIDE OF FENCE FOR 1.2 MILES TO A LARGE BARN
 MN0597'AND WINDMILL, PASS THROUGH GATE AT A STEEL TANK AND
 MN0597'DRIVE 0.1 MILE SOUTH TO A FENCE CORNER, THEN WEST ALONG
 MN0597'THE NORTH SIDE OF A FENCE 0.8 MILE TO A T-FENCE
 MN0597'INTERSECTION WHERE A STEM RUNS SOUTH, CROSS FENCE AND
 MN0597'DRIVE 0.1 MILE SOUTHEAST TO THE TOP OF THE HILL AND THE
 MN0597'STATION.
 MN0597'
 MN0597'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0597'BRONZE DISKS SET AS DESCRIBED.
 MN0597'
 MN0597'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 MN0597'PROJECTS 3 INCHES.
 MN0597'
 MN0597'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 1 FOOT
 MN0597'WEST OF A NORTH-SOUTH FENCE, AND PROJECTS 6 INCHES.
 MN0597'
 MN0597'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 2 FEET SOUTH
 MN0597'OF AN EAST-WEST FENCE, AND PROJECTS 4 INCHES.
 MN0597'
 MN0597'A 4-FOOT STAND WILL CLEAR THE LINE TO ALL OBJECTS.
 MN0597
 MN0597                          STATION RECOVERY (1963)
 MN0597
 MN0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0597'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0597'CONDITION AS DESCRIBED IN THE 1934 DESCRIPTION.  A NEW WITNESS
 MN0597'POST WAS ESTABLISHED 2.8 FEET EAST OF THE STATION, 91.2 FEET
 MN0597'SOUTH OF R.M. 1, 251.0 FEET SOUTHEAST OF R.M. 2.  DUE TO
 MN0597'CHANGES IN ROADS A NEW TO REACH FOLLOWS.
 MN0597'
 MN0597'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 MN0597'71 IN KIMBALL, NEBRASKA, GO SOUTH ON STATE HIGHWAY 71 FOR
 MN0597'14.35 MILES TO A CROSSROAD AND A SIGN ANTELOPE GAS COMPANY,
 MN0597'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 4.9 MILES TO
 MN0597'A SIDE ROAD RIGHT JUST BEFORE REACHING A GAS PLANT, TURN RIGHT
 MN0597'AND GO SOUTH ON A GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD
 MN0597'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.35 MILE
 MN0597'TO A POINT WHERE THE GRAVELED ROAD TURNS TO THE NORTH,
 MN0597'CONTINUE STRAIGHT AHEAD ACROSS A PASTURE FOR 0.7 MILE TO A
 MN0597'SMALL RIDGE AND THE STATION ON THE TOP OF THE RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1182 ***********************************************************************
 LG1182  DESIGNATION -  NEBR NO 1
 LG1182  PID         -  LG1182
 LG1182  STATE/COUNTY-  NE/LANCASTER
 LG1182  COUNTRY     -  US
 LG1182  USGS QUAD   -  EMERALD (2017)
 LG1182
 LG1182                         *CURRENT SURVEY CONTROL
 LG1182  ______________________________________________________________________
 LG1182* NAD 83(1995) POSITION- 40 47 16.22416(N) 096 46 41.02187(W)   NO CHECK
 LG1182* NAVD 88 ORTHO HEIGHT -   390.10  (+/-2cm)     1279.9   (feet) VERTCON
 LG1182  ______________________________________________________________________
 LG1182  GEOID HEIGHT    -        -26.182 (meters)                     GEOID18
 LG1182  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 LG1182  HORZ ORDER      -  THIRD
 LG1182  VERT ORDER      -  THIRD ? (See Below)
 LG1182
 LG1182.The horizontal coordinates were established by classical geodetic methods
 LG1182.and adjusted by the National Geodetic Survey in August 1997.
 LG1182
 LG1182.No horizontal observational check was made to the station.
 LG1182
 LG1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1182
 LG1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1182.GEOID18 height accuracy estimate available here.
 LG1182
 LG1182.The vertical order pertains to the NGVD 29 superseded value.
 LG1182
 LG1182.Click photographs - Photos may exist for this station.
 LG1182
 LG1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1182
 LG1182. The following values were computed from the NAD 83(1995) position.
 LG1182
 LG1182;                    North         East     Units Scale Factor Converg.
 LG1182;SPC NE       -   111,042.061   771,811.166   MT  0.99973651   +2 08 06.6
 LG1182;SPC NE       -   364,310.50  2,532,183.80   sFT  0.99973651   +2 08 06.6
 LG1182;UTM  14      - 4,517,581.051   687,473.314   MT  1.00003261   +1 27 06.9
 LG1182
 LG1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1182!SPC NE       -   0.99994292  x   0.99973651  =   0.99967944
 LG1182!UTM  14      -   0.99994292  x   1.00003261  =   0.99997553
 LG1182
 LG1182:                Primary Azimuth Mark                     Grid Az
 LG1182:SPC NE       -  NEBR NO 1 AZ MK                          358 37 11.1
 LG1182:UTM  14      -  NEBR NO 1 AZ MK                          359 18 10.8
 LG1182
 LG1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8747317581(NAD 83)
 LG1182
 LG1182|---------------------------------------------------------------------|
 LG1182| PID    Reference Object                     Distance      Geod. Az  |
 LG1182|                                                           dddmmss.s |
 LG1182| CL7971 NEBR NO 1 AZ MK                                    0004517.7 |
 LG1182| CL7972 NEBR NO 1 RM 1                       13.375 METERS 04939     |
 LG1182| CL7973 NEBR NO 1 RM 2                       13.765 METERS 13012     |
 LG1182|---------------------------------------------------------------------|
 LG1182
 LG1182                          SUPERSEDED SURVEY CONTROL
 LG1182
 LG1182  NAD 83(1986)-  40 47 16.23440(N)    096 46 41.02110(W) AD(       ) 3
 LG1182  NAD 27      -  40 47 16.21353(N)    096 46 39.95112(W) AD(       ) 3
 LG1182  NGVD 29 (07/19/86)  389.98   (m)         1279.5    (f) LEVELING    3  
 LG1182
 LG1182.Superseded values are not recommended for survey control.
 LG1182
 LG1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1182.See file dsdata.pdf to determine how the superseded data were derived.
 LG1182
 LG1182_MARKER: DS = TRIANGULATION STATION DISK
 LG1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1182_STAMPING: NEBR NO 1 1966
 LG1182_MARK LOGO: NEDR
 LG1182_PROJECTION: RECESSED 30 CENTIMETERS
 LG1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1182+STABILITY: SURFACE MOTION
 LG1182
 LG1182  HISTORY     - Date     Condition        Report By
 LG1182  HISTORY     - 1966     MONUMENTED       NEDR
 LG1182
 LG1182                          STATION DESCRIPTION
 LG1182
 LG1182'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1182'STATION IS LOCATED ABOUT 1.8 MILES SOUTH AND 3.6 MILES WEST OF
 LG1182'THE C.B. AND Q. RAILROAD STATION AT 7TH AND P STREETS IN LINCOLN.
 LG1182'THE STATION IS NEAR THE NORTH-SOUTH SECTION LINE, APPROXIMATELY
 LG1182'1200 FEET NORTH OF THE SECTION CORNER COMMON TO SECTIONS 31 AND 32,
 LG1182'T10N R6E AND SECTIONS 5 AND 6, T9N R6E.
 LG1182'
 LG1182'TO REACH THE STATION FROM THE RAILROAD STATION AT 7TH AND P
 LG1182'STREETS, PROCEED EAST ON P STREET FOR 2 BLOCKS TO 9TH AND P
 LG1182'STREETS, TURN RIGHT (SOUTH) AND CONTINUE FOR 1 BLOCK ON 9TH STREET
 LG1182'TO 9TH AND O STREETS, TURN RIGHT (WEST) AND PROCEED ON O STREET
 LG1182'(ALSO HIGHWAY NO. 6) FOR 3.7 MILES TO AN INTERSECTION WITH A
 LG1182'NORTH-SOUTH SECTION LINE ROAD, TURN LEFT (SOUTH) AND CONTINUE
 LG1182'ON SECTION LINE ROAD FOR 1.8 MILES TO THE STATION IN THE
 LG1182'CENTER OF THE ROAD.
 LG1182'
 LG1182'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG1182'TRIANGULATION DISK STAMPED, NEBR. NO. 1, 1966.  IT IS ON A HILL
 LG1182'BURIED 1 FOOT BELOW THE SURFACE OF THE ROAD AND IN THE CENTERLINE
 LG1182'OF THE COUNTY ROAD, 33 FEET EAST OF A WITNESS POST IN A
 LG1182'NORTH-SOUTH FENCE ON THE WEST SIDE OF THE ROAD AND 33 FEET WEST OF
 LG1182'A WITNESS POST IN A NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 LG1182'ROAD.  THE STATION IS 50 FEET NORTH OF AN EAST-WEST FENCE AT
 LG1182'THE SOUTH SIDE OF A PASTURE ON THE WEST SIDE OF THE ROAD AND
 LG1182'300 FEET NORTH OF THE CENTERLINE OF A FARM DRIVE ON THE
 LG1182'WEST SIDE OF THE ROAD.
 LG1182'
 LG1182'REFERENCE MARK NO. 1, (R.M. 1, 1966) IS A NEBRASKA DEPARTMENT OF
 LG1182'ROADS STANDARD REFERENCE MARK DISK STAMPED NEBR. NO. 1, 1966.
 LG1182'IT IS 32 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 1 FOOT
 LG1182'WEST OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE OF THE ROAD
 LG1182'AND 5 FEET SOUTH OF A TELEPHONE POLE.
 LG1182'
 LG1182'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG1182'REFERENCE MARK DISK STAMPED NEBR. NO. 1, R.M. 2, 1966.  IT IS
 LG1182'32 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD AND 1 FOOT WEST
 LG1182'OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE OF THE ROAD.
 LG1182'
 LG1182'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG1182'AZIMUTH MARK DISK STAMPED NEBR. NO. 1, 1966.  IT IS 32 FEET
 LG1182'EAST OF THE CENTERLINE OF THE COUNTY ROAD, 1 FOOT WEST OF A WITNESS
 LG1182'POST, 16 FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE ON
 LG1182'THE EAST SIDE OF THE COUNTY ROAD AND 9 FEET NORTH OF A TELEPHONE
 LG1182'POLE.
 LG1182'
 LG1182'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON COUNTY
 LG1182'ROAD FOR 0.45 MILE TO THE TOP OF THE FIRST HILL NORTH OF THE
 LG1182'STATION AND THE MARK ON THE EAST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1405 ***********************************************************************
 LF1405  DESIGNATION -  NEBRASKA CITY C OF E RAD MAST
 LF1405  PID         -  LF1405
 LF1405  STATE/COUNTY-  NE/OTOE
 LF1405  COUNTRY     -  US
 LF1405  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1405
 LF1405                         *CURRENT SURVEY CONTROL
 LF1405  ______________________________________________________________________
 LF1405* NAD 83(1995) POSITION- 40 41 09.95334(N) 095 51 04.69955(W)   ADJUSTED
 LF1405  ______________________________________________________________________
 LF1405  GEOID HEIGHT    -        -29.191 (meters)                     GEOID18
 LF1405  LAPLACE CORR    -         -9.64  (seconds)                    DEFLEC18
 LF1405  HORZ ORDER      -  THIRD
 LF1405
 LF1405.The horizontal coordinates were established by classical geodetic methods
 LF1405.and adjusted by the National Geodetic Survey in August 1997.
 LF1405
 LF1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1405.GEOID18 height accuracy estimate available here.
 LF1405
 LF1405.Click photographs - Photos may exist for this station.
 LF1405
 LF1405.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1405
 LF1405. The following values were computed from the NAD 83(1995) position.
 LF1405
 LF1405;                    North         East     Units Scale Factor Converg.
 LF1405;SPC NE       -   103,091.933   850,483.244   MT  0.99976011   +2 44 57.6
 LF1405;SPC NE       -   338,227.45  2,790,293.78   sFT  0.99976011   +2 44 57.6
 LF1405;UTM  15      - 4,507,822.137   259,051.687   MT  1.00031465   -1 51 34.9
 LF1405
 LF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5905107822(NAD 83)
 LF1405
 LF1405                          SUPERSEDED SURVEY CONTROL
 LF1405
 LF1405  NAD 83(1986)-  40 41 09.96025(N)    095 51 04.69512(W) AD(       ) 3
 LF1405  NAD 27      -  40 41 09.95700(N)    095 51 03.67400(W) AD(       ) 3
 LF1405
 LF1405.Superseded values are not recommended for survey control.
 LF1405
 LF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1405.See file dsdata.pdf to determine how the superseded data were derived.
 LF1405
 LF1405_MARKER: 42 = RADIO/TV MAST
 LF1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1405+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 LF1405
 LF1405  HISTORY     - Date     Condition        Report By
 LF1405  HISTORY     - 1947     FIRST OBSERVED   CGS
 LF1405  HISTORY     - 20120725 GOOD             GEOCAC
 LF1405
 LF1405                          STATION DESCRIPTION
 LF1405
 LF1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1405'LOCATED ON A HIGH BLUFF OVERLOOKING THE MISSOURI RIVER TO THE
 LF1405'EAST AND IS ABOUT 1.0 MILE NORTHEAST OF NEBRASKA CITY.  THE
 LF1405'TOWER IS OF STEEL, ALTERNATELY PAINTED RED AND WHITE, 12 FEET
 LF1405'SQUARE AT THE BASE AND TAPERING TO SINGLE CONSTRUCTION AT THE
 LF1405'TOP, ABOUT 100 FEET HIGH.  IT IS ABOUT 28 FEET EAST OF A NORTH
 LF1405'AND SOUTH GRAVEL ROAD.
 LF1405'
 LF1405'THE STATION MAY BE REACHED FROM THE INTERSECTION OF CENTRAL AVE.
 LF1405'AND 10 TH. ST. AT THE OTOE COUNTY COURT HOUSE BY GOING NORTH ON
 LF1405'10TH ST. FOR 0.7 MILE TO 10 TH AVE. AT GREGGSPORT PUBLIC SCHOOL.
 LF1405'GO RIGHT ON 10 TH AVE. 0.1 MILE TO THE END OF THE PAVEMENT.
 LF1405'CONTINUE STRAIGHT AHEAD, EAST, ON A DIRT ROAD 0.2 MILE TO A GRAVEL
 LF1405'T-ROAD AND THE STATION SITE.
 LF1405'
 LF1405'THE POINT INTERSECTED WAS THE ROD ON THE TOP AND IS NOT THE
 LF1405'CENTER OF THE CONSTRUCTION.
 LF1405
 LF1405                          STATION RECOVERY (2012)
 LF1405
 LF1405'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 LF1405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1406 ***********************************************************************
 LF1406  DESIGNATION -  NEBRASKA CITY M GREGSON TANK
 LF1406  PID         -  LF1406
 LF1406  STATE/COUNTY-  NE/OTOE
 LF1406  COUNTRY     -  US
 LF1406  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1406
 LF1406                         *CURRENT SURVEY CONTROL
 LF1406  ______________________________________________________________________
 LF1406* NAD 83(1995) POSITION- 40 40 01.90270(N) 095 51 58.01690(W)   ADJUSTED
 LF1406  ______________________________________________________________________
 LF1406  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 LF1406  LAPLACE CORR    -         -9.42  (seconds)                    DEFLEC18
 LF1406  HORZ ORDER      -  THIRD
 LF1406
 LF1406.The horizontal coordinates were established by classical geodetic methods
 LF1406.and adjusted by the National Geodetic Survey in August 1997.
 LF1406
 LF1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1406.GEOID18 height accuracy estimate available here.
 LF1406
 LF1406.Click photographs - Photos may exist for this station.
 LF1406
 LF1406.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1406
 LF1406. The following values were computed from the NAD 83(1995) position.
 LF1406
 LF1406;                    North         East     Units Scale Factor Converg.
 LF1406;SPC NE       -   100,935.770   849,333.318   MT  0.99976483   +2 44 22.2
 LF1406;SPC NE       -   331,153.44  2,786,521.06   sFT  0.99976483   +2 44 22.2
 LF1406;UTM  15      - 4,505,764.196   257,731.501   MT  1.00032251   -1 52 07.1
 LF1406
 LF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5773105764(NAD 83)
 LF1406
 LF1406                          SUPERSEDED SURVEY CONTROL
 LF1406
 LF1406  NAD 83(1986)-  40 40 01.90938(N)    095 51 58.01180(W) AD(       ) 3
 LF1406  NAD 27      -  40 40 01.90588(N)    095 51 56.99680(W) AD(       ) 3
 LF1406
 LF1406.Superseded values are not recommended for survey control.
 LF1406
 LF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1406.See file dsdata.pdf to determine how the superseded data were derived.
 LF1406
 LF1406_MARKER: 51 = TANK
 LF1406
 LF1406  HISTORY     - Date     Condition        Report By
 LF1406  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1406
 LF1406                          STATION DESCRIPTION
 LF1406
 LF1406'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1403 ***********************************************************************
 LF1403  DESIGNATION -  NEBRASKA CITY MUNICIPAL TANK
 LF1403  PID         -  LF1403
 LF1403  STATE/COUNTY-  NE/OTOE
 LF1403  COUNTRY     -  US
 LF1403  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1403
 LF1403                         *CURRENT SURVEY CONTROL
 LF1403  ______________________________________________________________________
 LF1403* NAD 83(1995) POSITION- 40 40 30.74084(N) 095 51 58.66982(W)   ADJUSTED
 LF1403  ______________________________________________________________________
 LF1403  GEOID HEIGHT    -        -29.152 (meters)                     GEOID18
 LF1403  LAPLACE CORR    -         -9.57  (seconds)                    DEFLEC18
 LF1403  HORZ ORDER      -  THIRD
 LF1403
 LF1403.The horizontal coordinates were established by classical geodetic methods
 LF1403.and adjusted by the National Geodetic Survey in August 1997.
 LF1403
 LF1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1403.GEOID18 height accuracy estimate available here.
 LF1403
 LF1403.Click photographs - Photos may exist for this station.
 LF1403
 LF1403.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1403
 LF1403. The following values were computed from the NAD 83(1995) position.
 LF1403
 LF1403;                    North         East     Units Scale Factor Converg.
 LF1403;SPC NE       -   101,823.368   849,275.498   MT  0.99976282   +2 44 21.8
 LF1403;SPC NE       -   334,065.50  2,786,331.36   sFT  0.99976282   +2 44 21.8
 LF1403;UTM  15      - 4,506,654.067   257,745.189   MT  1.00032243   -1 52 08.7
 LF1403
 LF1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5774506654(NAD 83)
 LF1403
 LF1403                          SUPERSEDED SURVEY CONTROL
 LF1403
 LF1403  NAD 83(1986)-  40 40 30.74669(N)    095 51 58.66409(W) AD(       ) 3
 LF1403  NAD 27      -  40 40 30.72893(N)    095 51 57.65090(W) AD(       ) 3
 LF1403
 LF1403.Superseded values are not recommended for survey control.
 LF1403
 LF1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1403.See file dsdata.pdf to determine how the superseded data were derived.
 LF1403
 LF1403_MARKER: 53 = ELEVATED TANK
 LF1403
 LF1403  HISTORY     - Date     Condition        Report By
 LF1403  HISTORY     - 1961     FIRST OBSERVED   CGS
 LF1403
 LF1403                          STATION DESCRIPTION
 LF1403
 LF1403'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1404 ***********************************************************************
 LF1404  DESIGNATION -  NEBRASKA CITY WILSON PACK TANK
 LF1404  PID         -  LF1404
 LF1404  STATE/COUNTY-  NE/OTOE
 LF1404  COUNTRY     -  US
 LF1404  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1404
 LF1404                         *CURRENT SURVEY CONTROL
 LF1404  ______________________________________________________________________
 LF1404* NAD 83(1995) POSITION- 40 39 56.54526(N) 095 52 17.55229(W)   ADJUSTED
 LF1404  ______________________________________________________________________
 LF1404  GEOID HEIGHT    -        -29.153 (meters)                     GEOID18
 LF1404  LAPLACE CORR    -         -9.47  (seconds)                    DEFLEC18
 LF1404  HORZ ORDER      -  THIRD
 LF1404
 LF1404.The horizontal coordinates were established by classical geodetic methods
 LF1404.and adjusted by the National Geodetic Survey in August 1997.
 LF1404
 LF1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1404.GEOID18 height accuracy estimate available here.
 LF1404
 LF1404.Click photographs - Photos may exist for this station.
 LF1404
 LF1404.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1404
 LF1404. The following values were computed from the NAD 83(1995) position.
 LF1404
 LF1404;                    North         East     Units Scale Factor Converg.
 LF1404;SPC NE       -   100,748.828   848,882.988   MT  0.99976521   +2 44 09.3
 LF1404;SPC NE       -   330,540.11  2,785,043.60   sFT  0.99976521   +2 44 09.3
 LF1404;UTM  15      - 4,505,613.954   257,267.348   MT  1.00032528   -1 52 19.7
 LF1404
 LF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5726705613(NAD 83)
 LF1404
 LF1404                          SUPERSEDED SURVEY CONTROL
 LF1404
 LF1404  NAD 83(1986)-  40 39 56.55195(N)    095 52 17.54718(W) AD(       ) 3
 LF1404  NAD 27      -  40 39 56.55674(N)    095 52 16.53651(W) AD(       ) 3
 LF1404
 LF1404.Superseded values are not recommended for survey control.
 LF1404
 LF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1404.See file dsdata.pdf to determine how the superseded data were derived.
 LF1404
 LF1404_MARKER: 51 = TANK
 LF1404
 LF1404  HISTORY     - Date     Condition        Report By
 LF1404  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1404
 LF1404                          STATION DESCRIPTION
 LF1404
 LF1404'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1407 ***********************************************************************
 LF1407  DESIGNATION -  NEBRASKA CITY WILSON PACK STK
 LF1407  PID         -  LF1407
 LF1407  STATE/COUNTY-  NE/OTOE
 LF1407  COUNTRY     -  US
 LF1407  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1407
 LF1407                         *CURRENT SURVEY CONTROL
 LF1407  ______________________________________________________________________
 LF1407* NAD 83(1995) POSITION- 40 39 56.42569(N) 095 52 18.26476(W)   ADJUSTED
 LF1407  ______________________________________________________________________
 LF1407  GEOID HEIGHT    -        -29.152 (meters)                     GEOID18
 LF1407  LAPLACE CORR    -         -9.47  (seconds)                    DEFLEC18
 LF1407  HORZ ORDER      -  THIRD
 LF1407
 LF1407.The horizontal coordinates were established by classical geodetic methods
 LF1407.and adjusted by the National Geodetic Survey in August 1997.
 LF1407
 LF1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1407.GEOID18 height accuracy estimate available here.
 LF1407
 LF1407.Click photographs - Photos may exist for this station.
 LF1407
 LF1407.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1407
 LF1407. The following values were computed from the NAD 83(1995) position.
 LF1407
 LF1407;                    North         East     Units Scale Factor Converg.
 LF1407;SPC NE       -   100,744.346   848,866.452   MT  0.99976522   +2 44 08.8
 LF1407;SPC NE       -   330,525.41  2,784,989.35   sFT  0.99976522   +2 44 08.8
 LF1407;UTM  15      - 4,505,610.813   257,250.496   MT  1.00032538   -1 52 20.2
 LF1407
 LF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5725005610(NAD 83)
 LF1407
 LF1407                          SUPERSEDED SURVEY CONTROL
 LF1407
 LF1407  NAD 83(1986)-  40 39 56.43234(N)    095 52 18.25978(W) AD(       ) 3
 LF1407  NAD 27      -  40 39 56.43240(N)    095 52 17.25526(W) AD(       ) 3
 LF1407
 LF1407.Superseded values are not recommended for survey control.
 LF1407
 LF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1407.See file dsdata.pdf to determine how the superseded data were derived.
 LF1407
 LF1407_MARKER: 63 = STACK
 LF1407
 LF1407  HISTORY     - Date     Condition        Report By
 LF1407  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1407
 LF1407                          STATION DESCRIPTION
 LF1407
 LF1407'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9669 ***********************************************************************
 DR9669  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9669  DESIGNATION -  NEBS BIG SPRINGS CORS ARP
 DR9669  CORS_ID     -  NEBS
 DR9669  PID         -  DR9669
 DR9669  STATE/COUNTY-  NE/DEUEL
 DR9669  COUNTRY     -  US
 DR9669  USGS QUAD   -  BIG SPRINGS (2017)
 DR9669
 DR9669                         *CURRENT SURVEY CONTROL
 DR9669  ______________________________________________________________________
 DR9669* NAD 83(2011) POSITION- 41 03 03.30390(N) 102 04 21.43221(W)   ADJUSTED
 DR9669* NAD 83(2011) ELLIP HT-  1009.526 (meters)        (02/??/24)   ADJUSTED
 DR9669* NAD 83(2011) EPOCH   -  2010.00
 DR9669  ______________________________________________________________________
 DR9669  GEOID HEIGHT    -        -20.652 (meters)                     GEOID18
 DR9669  NAD 83(2011) X  - -1,007,615.736 (meters)                     COMP
 DR9669  NAD 83(2011) Y  - -4,711,090.318 (meters)                     COMP
 DR9669  NAD 83(2011) Z  -  4,167,352.148 (meters)                     COMP
 DR9669
 DR9669.Formal positional accuracy estimates are not available for this CORS
 DR9669.because its coordinates were determined in part using modeled
 DR9669.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9669.and ellipsoid height can be obtained from the short-term time series.
 DR9669.Additional information regarding modeled velocities is available on
 DR9669.the CORS Coordinates for MYCS2 web page:
 DR9669.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9669
 DR9669.The coordinates were established by GPS observations
 DR9669.and adjusted by the National Geodetic Survey in February 2024.
 DR9669
 DR9669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9669.been affixed to the stable North American Tectonic Plate. 
 DR9669
 DR9669.The coordinates are valid at the epoch date displayed above
 DR9669.which is a decimal equivalence of Year/Month/Day.
 DR9669
 DR9669.Due to the release of the International GNSS Service (IGS) 2014
 DR9669.realization of the International Terrestrial Reference Frame of 2014
 DR9669.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9669.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9669.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9669.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9669.currently published epoch of 2010.00.
 DR9669
 DR9669.Additional information on MYCS2 is available at
 DR9669.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9669
 DR9669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9669.GEOID18 height accuracy estimate available here.
 DR9669
 DR9669.The PID for the CORS L1 Phase Center is DR9670.
 DR9669
 DR9669.Click photographs - Photos may exist for this station.
 DR9669
 DR9669.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9669
 DR9669.The ellipsoidal height was determined by GPS observations
 DR9669.and is referenced to NAD 83.
 DR9669
 DR9669. The following values were computed from the NAD 83(2011) position.
 DR9669
 DR9669;                    North         East     Units Scale Factor Converg.
 DR9669;SPC NE       -   137,271.625   325,824.708   MT  0.99968992   -1 22 24.7
 DR9669;SPC NE       -   450,365.32  1,068,976.56   sFT  0.99968992   -1 22 24.7
 DR9669;UTM  13      - 4,548,538.880   746,022.476   MT  1.00034501   +1 55 24.5
 DR9669;UTM  14      - 4,548,959.049   241,769.687   MT  1.00042079   -2 01 08.4
 DR9669
 DR9669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9669!SPC NE       -   0.99984167  x   0.99968992  =   0.99953164
 DR9669!UTM  13      -   0.99984167  x   1.00034501  =   1.00018663
 DR9669!UTM  14      -   0.99984167  x   1.00042079  =   1.00026240
 DR9669
 DR9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4602248538(NAD 83)
 DR9669
 DR9669                          SUPERSEDED SURVEY CONTROL
 DR9669
 DR9669.No superseded survey control is available for this station.
 DR9669
 DR9669_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR9669
 DR9669                          STATION DESCRIPTION
 DR9669
 DR9669'DESCRIBED BY NATIONAL GEODETIC SURVEY 2024
 DR9669'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR9669'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR9669'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR9669'https://geodesy.noaa.gov/CORS/data.shtml
 DR9669'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9671 ***********************************************************************
 DR9671  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9671  DESIGNATION -  NEBS BIG SPRINGS CORS GRP
 DR9671  CORS_ID     -  NEBS
 DR9671  PID         -  DR9671
 DR9671  STATE/COUNTY-  NE/DEUEL
 DR9671  COUNTRY     -  US
 DR9671  USGS QUAD   -  BIG SPRINGS (2017)
 DR9671
 DR9671                         *CURRENT SURVEY CONTROL
 DR9671  ______________________________________________________________________
 DR9671* NAD 83(2011) POSITION- 41 03 03.30390(N) 102 04 21.43221(W)   ADJUSTED
 DR9671* NAD 83(2011) ELLIP HT-  1009.491 (meters)        (02/??/24)   ADJUSTED
 DR9671* NAD 83(2011) EPOCH   -  2010.00
 DR9671  ______________________________________________________________________
 DR9671  GEOID HEIGHT    -        -20.652 (meters)                     GEOID18
 DR9671  NAD 83(2011) X  - -1,007,615.730 (meters)                     COMP
 DR9671  NAD 83(2011) Y  - -4,711,090.292 (meters)                     COMP
 DR9671  NAD 83(2011) Z  -  4,167,352.125 (meters)                     COMP
 DR9671  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DR9671
 DR9671.Formal positional accuracy estimates are not available for this CORS
 DR9671.because its coordinates were determined in part using modeled
 DR9671.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9671.and ellipsoid height can be obtained from the short-term time series.
 DR9671.Additional information regarding modeled velocities is available on
 DR9671.the CORS Coordinates for MYCS2 web page:
 DR9671.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9671
 DR9671.The horizontal coordinates were established by GPS observations
 DR9671.and adjusted by the National Geodetic Survey in February 2024.
 DR9671
 DR9671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9671.been affixed to the stable North American Tectonic Plate. 
 DR9671
 DR9671.The horizontal coordinates are valid at the epoch date displayed above
 DR9671.which is a decimal equivalence of Year/Month/Day.
 DR9671
 DR9671.Due to the release of the International GNSS Service (IGS) 2014
 DR9671.realization of the International Terrestrial Reference Frame of 2014
 DR9671.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9671.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9671.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9671.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9671.currently published epoch of 2010.00.
 DR9671
 DR9671.Additional information on MYCS2 is available at
 DR9671.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9671
 DR9671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9671.GEOID18 height accuracy estimate available here.
 DR9671
 DR9671.Click photographs - Photos may exist for this station.
 DR9671
 DR9671.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9671
 DR9671.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9671
 DR9671.The ellipsoidal height was determined by GPS observations
 DR9671.and is referenced to NAD 83.
 DR9671
 DR9671. The following values were computed from the NAD 83(2011) position.
 DR9671
 DR9671;                    North         East     Units Scale Factor Converg.
 DR9671;SPC NE       -   137,271.625   325,824.708   MT  0.99968992   -1 22 24.7
 DR9671;SPC NE       -   450,365.32  1,068,976.56   sFT  0.99968992   -1 22 24.7
 DR9671;UTM  13      - 4,548,538.880   746,022.476   MT  1.00034501   +1 55 24.5
 DR9671;UTM  14      - 4,548,959.049   241,769.687   MT  1.00042079   -2 01 08.4
 DR9671
 DR9671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9671!SPC NE       -   0.99984168  x   0.99968992  =   0.99953165
 DR9671!UTM  13      -   0.99984168  x   1.00034501  =   1.00018663
 DR9671!UTM  14      -   0.99984168  x   1.00042079  =   1.00026240
 DR9671
 DR9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4602248538(NAD 83)
 DR9671
 DR9671                          SUPERSEDED SURVEY CONTROL
 DR9671
 DR9671.No superseded survey control is available for this station.
 DR9671
 DR9671_STAMPING: UNKNOWN
 DR9671
 DR9671                          STATION DESCRIPTION
 DR9671
 DR9671'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NEBS'
 DR9671'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR9671'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR9671'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR9671'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR9671'   https://geodesy.noaa.gov/corsdata/station_log
 DR9671'   https://geodesy.noaa.gov/CORS
 DR9671'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR8813 ***********************************************************************
 DR8813  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8813  DESIGNATION -  NECH NDOT CHADRON CORS ARP
 DR8813  CORS_ID     -  NECH
 DR8813  PID         -  DR8813
 DR8813  STATE/COUNTY-  NE/DAWES
 DR8813  COUNTRY     -  US
 DR8813  USGS QUAD   -  CHADRON WEST (2017)
 DR8813
 DR8813                         *CURRENT SURVEY CONTROL
 DR8813  ______________________________________________________________________
 DR8813* NAD 83(2011) POSITION- 42 49 52.06110(N) 103 04 00.62159(W)   ADJUSTED
 DR8813* NAD 83(2011) ELLIP HT-  1001.037 (meters)        (05/??/23)   ADJUSTED
 DR8813* NAD 83(2011) EPOCH   -  2010.00
 DR8813  ______________________________________________________________________
 DR8813  GEOID HEIGHT    -        -17.967 (meters)                     GEOID18
 DR8813  NAD 83(2011) X  - -1,059,324.619 (meters)                     COMP
 DR8813  NAD 83(2011) Y  - -4,564,140.852 (meters)                     COMP
 DR8813  NAD 83(2011) Z  -  4,314,443.153 (meters)                     COMP
 DR8813
 DR8813.Formal positional accuracy estimates are not available for this CORS
 DR8813.because its coordinates were determined in part using modeled
 DR8813.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR8813.and ellipsoid height can be obtained from the short-term time series.
 DR8813.Additional information regarding modeled velocities is available on
 DR8813.the CORS Coordinates for MYCS2 web page:
 DR8813.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR8813
 DR8813.The coordinates were established by GPS observations
 DR8813.and adjusted by the National Geodetic Survey in May 2023.
 DR8813
 DR8813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8813.been affixed to the stable North American Tectonic Plate. 
 DR8813
 DR8813.The coordinates are valid at the epoch date displayed above
 DR8813.which is a decimal equivalence of Year/Month/Day.
 DR8813
 DR8813.Due to the release of the International GNSS Service (IGS) 2014
 DR8813.realization of the International Terrestrial Reference Frame of 2014
 DR8813.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR8813.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR8813.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR8813.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR8813.currently published epoch of 2010.00.
 DR8813
 DR8813.Additional information on MYCS2 is available at
 DR8813.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR8813
 DR8813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8813.GEOID18 height accuracy estimate available here.
 DR8813
 DR8813.The PID for the CORS L1 Phase Center is DR8814.
 DR8813
 DR8813.Click photographs - Photos may exist for this station.
 DR8813
 DR8813.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8813
 DR8813.The ellipsoidal height was determined by GPS observations
 DR8813.and is referenced to NAD 83.
 DR8813
 DR8813. The following values were computed from the NAD 83(2011) position.
 DR8813
 DR8813;                    North         East     Units Scale Factor Converg.
 DR8813;SPC NE       -   337,308.382   249,314.099   MT  0.99992693   -2 01 56.6
 DR8813;SPC NE       - 1,106,652.58    817,958.01   sFT  0.99992693   -2 01 56.6
 DR8813;UTM  13      - 4,743,874.602   658,001.888   MT  0.99990713   +1 18 52.2
 DR8813
 DR8813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8813!SPC NE       -   0.99984304  x   0.99992693  =   0.99976998
 DR8813!UTM  13      -   0.99984304  x   0.99990713  =   0.99975018
 DR8813
 DR8813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5800143874(NAD 83)
 DR8813
 DR8813                          SUPERSEDED SURVEY CONTROL
 DR8813
 DR8813.No superseded survey control is available for this station.
 DR8813
 DR8813_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR8813
 DR8813                          STATION DESCRIPTION
 DR8813
 DR8813'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DR8813'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR8813'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR8813'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR8813'https://geodesy.noaa.gov/CORS/data.shtml
 DR8813'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR8815 ***********************************************************************
 DR8815  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8815  DESIGNATION -  NECH NDOT CHADRON GRP CORS
 DR8815  CORS_ID     -  NECH
 DR8815  PID         -  DR8815
 DR8815  STATE/COUNTY-  NE/DAWES
 DR8815  COUNTRY     -  US
 DR8815  USGS QUAD   -  CHADRON WEST (2017)
 DR8815
 DR8815                         *CURRENT SURVEY CONTROL
 DR8815  ______________________________________________________________________
 DR8815* NAD 83(2011) POSITION- 42 49 52.06110(N) 103 04 00.62159(W)   ADJUSTED
 DR8815* NAD 83(2011) ELLIP HT-  1001.002 (meters)        (05/??/23)   ADJUSTED
 DR8815* NAD 83(2011) EPOCH   -  2010.00
 DR8815  ______________________________________________________________________
 DR8815  GEOID HEIGHT    -        -17.967 (meters)                     GEOID18
 DR8815  NAD 83(2011) X  - -1,059,324.613 (meters)                     COMP
 DR8815  NAD 83(2011) Y  - -4,564,140.827 (meters)                     COMP
 DR8815  NAD 83(2011) Z  -  4,314,443.129 (meters)                     COMP
 DR8815  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 DR8815
 DR8815.Formal positional accuracy estimates are not available for this CORS
 DR8815.because its coordinates were determined in part using modeled
 DR8815.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR8815.and ellipsoid height can be obtained from the short-term time series.
 DR8815.Additional information regarding modeled velocities is available on
 DR8815.the CORS Coordinates for MYCS2 web page:
 DR8815.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR8815
 DR8815.The horizontal coordinates were established by GPS observations
 DR8815.and adjusted by the National Geodetic Survey in May 2023.
 DR8815
 DR8815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8815.been affixed to the stable North American Tectonic Plate. 
 DR8815
 DR8815.The horizontal coordinates are valid at the epoch date displayed above
 DR8815.which is a decimal equivalence of Year/Month/Day.
 DR8815
 DR8815.Due to the release of the International GNSS Service (IGS) 2014
 DR8815.realization of the International Terrestrial Reference Frame of 2014
 DR8815.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR8815.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR8815.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR8815.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR8815.currently published epoch of 2010.00.
 DR8815
 DR8815.Additional information on MYCS2 is available at
 DR8815.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR8815
 DR8815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8815.GEOID18 height accuracy estimate available here.
 DR8815
 DR8815.Click photographs - Photos may exist for this station.
 DR8815
 DR8815.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8815
 DR8815.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8815
 DR8815.The ellipsoidal height was determined by GPS observations
 DR8815.and is referenced to NAD 83.
 DR8815
 DR8815. The following values were computed from the NAD 83(2011) position.
 DR8815
 DR8815;                    North         East     Units Scale Factor Converg.
 DR8815;SPC NE       -   337,308.382   249,314.099   MT  0.99992693   -2 01 56.6
 DR8815;SPC NE       - 1,106,652.58    817,958.01   sFT  0.99992693   -2 01 56.6
 DR8815;UTM  13      - 4,743,874.602   658,001.888   MT  0.99990713   +1 18 52.2
 DR8815
 DR8815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8815!SPC NE       -   0.99984304  x   0.99992693  =   0.99976998
 DR8815!UTM  13      -   0.99984304  x   0.99990713  =   0.99975019
 DR8815
 DR8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5800143874(NAD 83)
 DR8815
 DR8815                          SUPERSEDED SURVEY CONTROL
 DR8815
 DR8815.No superseded survey control is available for this station.
 DR8815
 DR8815_STAMPING: UNKNOWN
 DR8815
 DR8815                          STATION DESCRIPTION
 DR8815
 DR8815'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NECH'
 DR8815'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR8815'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR8815'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR8815'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR8815'   https://geodesy.noaa.gov/corsdata/station_log
 DR8815'   https://geodesy.noaa.gov/CORS
 DR8815'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR8816 ***********************************************************************
 DR8816  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8816  DESIGNATION -  NEGR NDOT GERING CORS ARP
 DR8816  CORS_ID     -  NEGR
 DR8816  PID         -  DR8816
 DR8816  STATE/COUNTY-  NE/SCOTTS BLUFF
 DR8816  COUNTRY     -  US
 DR8816  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 DR8816
 DR8816                         *CURRENT SURVEY CONTROL
 DR8816  ______________________________________________________________________
 DR8816* NAD 83(2011) POSITION- 41 48 34.45701(N) 103 38 36.34975(W)   ADJUSTED
 DR8816* NAD 83(2011) ELLIP HT-  1171.002 (meters)        (05/??/23)   ADJUSTED
 DR8816* NAD 83(2011) EPOCH   -  2010.00
 DR8816  ______________________________________________________________________
 DR8816  GEOID HEIGHT    -        -19.071 (meters)                     GEOID18
 DR8816  NAD 83(2011) X  - -1,123,254.487 (meters)                     COMP
 DR8816  NAD 83(2011) Y  - -4,627,626.769 (meters)                     COMP
 DR8816  NAD 83(2011) Z  -  4,230,642.613 (meters)                     COMP
 DR8816
 DR8816.Formal positional accuracy estimates are not available for this CORS
 DR8816.because its coordinates were determined in part using modeled
 DR8816.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR8816.and ellipsoid height can be obtained from the short-term time series.
 DR8816.Additional information regarding modeled velocities is available on
 DR8816.the CORS Coordinates for MYCS2 web page:
 DR8816.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR8816
 DR8816.The coordinates were established by GPS observations
 DR8816.and adjusted by the National Geodetic Survey in May 2023.
 DR8816
 DR8816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8816.been affixed to the stable North American Tectonic Plate. 
 DR8816
 DR8816.The coordinates are valid at the epoch date displayed above
 DR8816.which is a decimal equivalence of Year/Month/Day.
 DR8816
 DR8816.Due to the release of the International GNSS Service (IGS) 2014
 DR8816.realization of the International Terrestrial Reference Frame of 2014
 DR8816.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR8816.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR8816.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR8816.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR8816.currently published epoch of 2010.00.
 DR8816
 DR8816.Additional information on MYCS2 is available at
 DR8816.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR8816
 DR8816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8816.GEOID18 height accuracy estimate available here.
 DR8816
 DR8816.The PID for the CORS L1 Phase Center is DR8817.
 DR8816
 DR8816.Click photographs - Photos may exist for this station.
 DR8816
 DR8816.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8816
 DR8816.The ellipsoidal height was determined by GPS observations
 DR8816.and is referenced to NAD 83.
 DR8816
 DR8816. The following values were computed from the NAD 83(2011) position.
 DR8816
 DR8816;                    North         East     Units Scale Factor Converg.
 DR8816;SPC NE       -   225,789.740   197,429.384   MT  0.99967261   -2 24 52.2
 DR8816;SPC NE       -   740,778.51    647,732.90   sFT  0.99967261   -2 24 52.2
 DR8816;UTM  13      - 4,629,522.902   612,683.391   MT  0.99975625   +0 54 16.1
 DR8816
 DR8816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8816!SPC NE       -   0.99981637  x   0.99967261  =   0.99948904
 DR8816!UTM  13      -   0.99981637  x   0.99975625  =   0.99957266
 DR8816
 DR8816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1268329522(NAD 83)
 DR8816
 DR8816                          SUPERSEDED SURVEY CONTROL
 DR8816
 DR8816.No superseded survey control is available for this station.
 DR8816
 DR8816_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR8816
 DR8816                          STATION DESCRIPTION
 DR8816
 DR8816'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DR8816'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR8816'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR8816'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR8816'https://geodesy.noaa.gov/CORS/data.shtml
 DR8816'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR8818 ***********************************************************************
 DR8818  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8818  DESIGNATION -  NEGR NDOT GERING GRP CORS
 DR8818  CORS_ID     -  NEGR
 DR8818  PID         -  DR8818
 DR8818  STATE/COUNTY-  NE/SCOTTS BLUFF
 DR8818  COUNTRY     -  US
 DR8818  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 DR8818
 DR8818                         *CURRENT SURVEY CONTROL
 DR8818  ______________________________________________________________________
 DR8818* NAD 83(2011) POSITION- 41 48 34.45701(N) 103 38 36.34975(W)   ADJUSTED
 DR8818* NAD 83(2011) ELLIP HT-  1170.967 (meters)        (05/??/23)   ADJUSTED
 DR8818* NAD 83(2011) EPOCH   -  2010.00
 DR8818  ______________________________________________________________________
 DR8818  GEOID HEIGHT    -        -19.071 (meters)                     GEOID18
 DR8818  NAD 83(2011) X  - -1,123,254.481 (meters)                     COMP
 DR8818  NAD 83(2011) Y  - -4,627,626.743 (meters)                     COMP
 DR8818  NAD 83(2011) Z  -  4,230,642.590 (meters)                     COMP
 DR8818  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 DR8818
 DR8818.Formal positional accuracy estimates are not available for this CORS
 DR8818.because its coordinates were determined in part using modeled
 DR8818.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR8818.and ellipsoid height can be obtained from the short-term time series.
 DR8818.Additional information regarding modeled velocities is available on
 DR8818.the CORS Coordinates for MYCS2 web page:
 DR8818.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR8818
 DR8818.The horizontal coordinates were established by GPS observations
 DR8818.and adjusted by the National Geodetic Survey in May 2023.
 DR8818
 DR8818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8818.been affixed to the stable North American Tectonic Plate. 
 DR8818
 DR8818.The horizontal coordinates are valid at the epoch date displayed above
 DR8818.which is a decimal equivalence of Year/Month/Day.
 DR8818
 DR8818.Due to the release of the International GNSS Service (IGS) 2014
 DR8818.realization of the International Terrestrial Reference Frame of 2014
 DR8818.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR8818.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR8818.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR8818.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR8818.currently published epoch of 2010.00.
 DR8818
 DR8818.Additional information on MYCS2 is available at
 DR8818.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR8818
 DR8818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8818.GEOID18 height accuracy estimate available here.
 DR8818
 DR8818.Click photographs - Photos may exist for this station.
 DR8818
 DR8818.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8818
 DR8818.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8818
 DR8818.The ellipsoidal height was determined by GPS observations
 DR8818.and is referenced to NAD 83.
 DR8818
 DR8818. The following values were computed from the NAD 83(2011) position.
 DR8818
 DR8818;                    North         East     Units Scale Factor Converg.
 DR8818;SPC NE       -   225,789.740   197,429.384   MT  0.99967261   -2 24 52.2
 DR8818;SPC NE       -   740,778.51    647,732.90   sFT  0.99967261   -2 24 52.2
 DR8818;UTM  13      - 4,629,522.902   612,683.391   MT  0.99975625   +0 54 16.1
 DR8818
 DR8818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8818!SPC NE       -   0.99981637  x   0.99967261  =   0.99948904
 DR8818!UTM  13      -   0.99981637  x   0.99975625  =   0.99957267
 DR8818
 DR8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1268329522(NAD 83)
 DR8818
 DR8818                          SUPERSEDED SURVEY CONTROL
 DR8818
 DR8818.No superseded survey control is available for this station.
 DR8818
 DR8818_STAMPING: UNKNOWN
 DR8818
 DR8818                          STATION DESCRIPTION
 DR8818
 DR8818'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NEGR'
 DR8818'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR8818'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR8818'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR8818'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR8818'   https://geodesy.noaa.gov/corsdata/station_log
 DR8818'   https://geodesy.noaa.gov/CORS
 DR8818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0079 ***********************************************************************
 LG0079  DESIGNATION -  NEHA
 LG0079  PID         -  LG0079
 LG0079  STATE/COUNTY-  NE/CASS
 LG0079  COUNTRY     -  US
 LG0079  USGS QUAD   -  AVOCA (2017)
 LG0079
 LG0079                         *CURRENT SURVEY CONTROL
 LG0079  ______________________________________________________________________
 LG0079* NAD 83(1995) POSITION- 40 48 36.37401(N) 096 03 51.93301(W)   ADJUSTED
 LG0079* NAVD 88 ORTHO HEIGHT -   381.222 (meters)     1250.73  (feet) ADJUSTED
 LG0079  ______________________________________________________________________
 LG0079  GEOID HEIGHT    -        -27.345 (meters)                     GEOID18
 LG0079  LAPLACE CORR    -        -11.36  (seconds)                    DEFLEC18
 LG0079  DYNAMIC HEIGHT  -        381.050 (meters)     1250.16  (feet) COMP
 LG0079  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 LG0079
 LG0079  HORZ ORDER      -  SECOND
 LG0079  VERT ORDER      -  SECOND    CLASS 0
 LG0079
 LG0079.The horizontal coordinates were established by classical geodetic methods
 LG0079.and adjusted by the National Geodetic Survey in August 1997.
 LG0079
 LG0079.The orthometric height was determined by differential leveling and
 LG0079.adjusted by the NATIONAL GEODETIC SURVEY
 LG0079.in June 1991.
 LG0079
 LG0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0079.GEOID18 height accuracy estimate available here.
 LG0079
 LG0079.Click photographs - Photos may exist for this station.
 LG0079
 LG0079.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0079
 LG0079.The dynamic height is computed by dividing the NAVD 88
 LG0079.geopotential number by the normal gravity value computed on the
 LG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0079.degrees latitude (g = 980.6199 gals.).
 LG0079
 LG0079.The modeled gravity was interpolated from observed gravity values.
 LG0079
 LG0079. The following values were computed from the NAD 83(1995) position.
 LG0079
 LG0079;                    North         East     Units Scale Factor Converg.
 LG0079;SPC NE       -   116,003.120   831,865.063   MT  0.99973177   +2 36 29.1
 LG0079;SPC NE       -   380,586.90  2,729,210.63   sFT  0.99973177   +2 36 29.1
 LG0079;UTM  14      - 4,521,824.719   747,609.488   MT  1.00035470   +1 55 10.3
 LG0079;UTM  15      - 4,522,197.029   241,520.652   MT  1.00042242   -2 00 14.0
 LG0079
 LG0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0079!SPC NE       -   0.99994449  x   0.99973177  =   0.99967628
 LG0079!UTM  14      -   0.99994449  x   1.00035470  =   1.00029917
 LG0079!UTM  15      -   0.99994449  x   1.00042242  =   1.00036689
 LG0079
 LG0079:                Primary Azimuth Mark                     Grid Az
 LG0079:SPC NE       -  AVOCA AZ MK                              076 16 49.2
 LG0079:UTM  14      -  AVOCA AZ MK                              076 58 08.0
 LG0079:UTM  15      -  AVOCA AZ MK                              080 53 32.3
 LG0079
 LG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4760921824(NAD 83)
 LG0079
 LG0079|---------------------------------------------------------------------|
 LG0079| PID    Reference Object                     Distance      Geod. Az  |
 LG0079|                                                           dddmmss.s |
 LG0079| LG0081 AVOCA AZ MK                         APPROX. 1.8 KM 0785318.3 |
 LG0079| LF1427 UNION MUNICIPAL TANK                APPROX.12.0 KM 0892319.9 |
 LG0079| LG0080 NEHA RM 2                            18.882 METERS 09043     |
 LG0079| LG0078 NEHA RM 1                            17.432 METERS 35734     |
 LG0079|---------------------------------------------------------------------|
 LG0079
 LG0079                          SUPERSEDED SURVEY CONTROL
 LG0079
 LG0079  NAD 83(1986)-  40 48 36.38364(N)    096 03 51.93024(W) AD(       ) 2
 LG0079  NAD 27      -  40 48 36.38102(N)    096 03 50.89723(W) AD(       ) 2
 LG0079  NGVD 29 (??/??/92)  381.122  (m)         1250.40   (f) ADJ UNCH    2 0
 LG0079  NGVD 29             381.12   (m)         1250.4    (f) LEVELING    3  
 LG0079
 LG0079.Superseded values are not recommended for survey control.
 LG0079
 LG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0079.See file dsdata.pdf to determine how the superseded data were derived.
 LG0079
 LG0079_MARKER: DS = TRIANGULATION STATION DISK
 LG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0079_STAMPING: NEHA 1961
 LG0079_MARK LOGO: CGS
 LG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0079+STABILITY: SURFACE MOTION
 LG0079
 LG0079  HISTORY     - Date     Condition        Report By
 LG0079  HISTORY     - 1961     MONUMENTED       CGS
 LG0079  HISTORY     - 1961     GOOD             CGS
 LG0079
 LG0079                          STATION DESCRIPTION
 LG0079
 LG0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0079'LOCATED, AIRLINE, ABOUT 6-1/2 MILES SOUTHEAST OF WEEPING WATER, 4
 LG0079'MILES EAST-NORTHEAST OF AVOCA, AND 3-1/4 MILES SOUTHWEST OF NEHAWKA
 LG0079'AT A GATE ON THE WEST SIDE RIGHT-OF-WAY OF A SECTION LINE ROAD
 LG0079'WHERE IT CROSSES A LOW RIDGE.
 LG0079'
 LG0079'REACHED FROM THE POST OFFICE IN NEHAWKA BY GOING WEST 100 FEET
 LG0079'TO A JUNCTION WITH STATE SPUR 534, TURN LEFT AND GO SOUTH 1.1
 LG0079'MILES TO THE JUNCTION WITH U.S. HIGHWAY 34.  TURN RIGHT AND GO
 LG0079'WEST 4.0 MILES TO A CROSS ROAD, TURN LEFT AND GO SOUTH 0.2 MILES
 LG0079'TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 LG0079'
 LG0079'THE STATION MARK, A STANDARD DISK STAMPED NEHA 1961 CEMENTED
 LG0079'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3
 LG0079'INCHES ABOVE GROUND, IS 25.3 FEET WEST OF THE CENTER OF A GRAVELED
 LG0079'ROAD AND 2.7 FEET NORTHEAST OF THE NORTH GATE POST OF A GATE INTO
 LG0079'A FIELD.
 LG0079'
 LG0079'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED NEHA NO 1 1961
 LG0079'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 LG0079'2 INCHES ABOVE GROUND, IS 28.4 FEET WEST OF THE CENTER OF A
 LG0079'GRAVELED ROAD, 1.2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AT
 LG0079'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LG0079'
 LG0079'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED NEHA NO 2 1961
 LG0079'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH
 LG0079'THE GROUND, IS 36.4 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 LG0079'0.9 FOOT SOUTH OF A METAL WITNESS SIGN, AND ABOUT 2 FEET LOWER
 LG0079'THAN THE STATION MARK.
 LG0079'
 LG0079'THE AZIMUTH MARK FOR STATION AVOCA WILL SERVE AS WELL FOR THIS
 LG0079'STATION.  IT IS A STANDARD DISK STAMPED AVOCA 1961 CEMENTED IN THE
 LG0079'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG0079'ABOVE GROUND, 59.7 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34
 LG0079'AND ABOUT 6 FEET ABOVE THE HIGHWAY, 2.6 FEET SOUTH OF THE NORTH
 LG0079'RIGHT-OF-WAY FENCE, AND 0.8 FOOT SOUTHEAST OF A METAL WITNESS
 LG0079'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH
 LG0079'0.2 MILE TO U.S. HIGHWAY 34, TURN RIGHT AND GO EAST 1.1 MILES
 LG0079'TO THE MARK ON THE LEFT.
 LG0079'
 LG0079'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF THE
 LG0079'NORTH-SOUTH GRAVEL ROAD AND THE ROAD LEADING THROUGH THE GATE
 LG0079'INTO THE FIELD ON THE WEST.  (PICTURE POINT 1)
 LG0079'
 LG0079'THE DISTANCE FROM R.M. NO. 1 TO R.M. 2 IS 86.61 FEET, *(26.399
 LG0079'METERS).
 LG0079'
 LG0079'PICTURE POINT 2 IS THE SOUTH GATE POST OF A GATE IN THE WEST
 LG0079'RIGHT-OF-WAY FENCE, AT THE SOUTH EDGE OF THE ROAD LEADING INTO
 LG0079'THE FIELD ON THE WEST.  IT IS 21.17 FEET SOUTH-SOUTHWEST OF
 LG0079'THE STATION.  SEE LIST OF DIRECTIONS.
 LG0079'
 LG0079'(*) LENGTHS CONVERTED TO METERS.
 LG0079
 LG0079                          STATION RECOVERY (1961)
 LG0079
 LG0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0079'5.2 MI SW FROM NEHAWKA.
 LG0079'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0079'RAILROAD AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY
 LG0079'34 TO A GRAVEL ROAD CROSSING, THENCE 0.2 MILE SOUTH ALONG A
 LG0079'GRAVEL ROAD, 62.0 FEET WEST OF R.M. 1, 57.1 FEET SOUTH OF
 LG0079'R.M. 2, 27.6 FEET WEST OF CENTER OF A GRAVEL ROAD, 2.8 FEET EAST
 LG0079'OF THE NORTH GATE POST, SET IN THE TOP OF A SQUARE CONCRETE
 LG0079'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0078 ***********************************************************************
 LG0078  DESIGNATION -  NEHA RM 1
 LG0078  PID         -  LG0078
 LG0078  STATE/COUNTY-  NE/CASS
 LG0078  COUNTRY     -  US
 LG0078  USGS QUAD   -  AVOCA (2017)
 LG0078
 LG0078                         *CURRENT SURVEY CONTROL
 LG0078  ______________________________________________________________________
 LG0078* NAD 83(1986) POSITION- 40 48 36.94   (N) 096 03 51.96   (W)   HD_HELD1
 LG0078* NAVD 88 ORTHO HEIGHT -   380.830 (meters)     1249.44  (feet) ADJUSTED
 LG0078  ______________________________________________________________________
 LG0078  GEOID HEIGHT    -        -27.344 (meters)                     GEOID18
 LG0078  DYNAMIC HEIGHT  -        380.659 (meters)     1248.88  (feet) COMP
 LG0078  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 LG0078
 LG0078  VERT ORDER      -  SECOND    CLASS 0
 LG0078
 LG0078.The horizontal coordinates were determined by differentially corrected
 LG0078.hand held GPS observations or other comparable positioning techniques
 LG0078.and have an estimated accuracy of +/- 3 meters.
 LG0078
 LG0078.The orthometric height was determined by differential leveling and
 LG0078.adjusted by the NATIONAL GEODETIC SURVEY
 LG0078.in June 1991.
 LG0078
 LG0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0078.GEOID18 height accuracy estimate available here.
 LG0078
 LG0078.Click photographs - Photos may exist for this station.
 LG0078
 LG0078.The dynamic height is computed by dividing the NAVD 88
 LG0078.geopotential number by the normal gravity value computed on the
 LG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0078.degrees latitude (g = 980.6199 gals.).
 LG0078
 LG0078.The modeled gravity was interpolated from observed gravity values.
 LG0078
 LG0078;                    North         East    Units  Estimated Accuracy
 LG0078;SPC NE       -   116,020.5     831,863.6     MT  (+/- 3 meters HH1 GPS) 
 LG0078
 LG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4760821842(NAD 83)
 LG0078
 LG0078                          SUPERSEDED SURVEY CONTROL
 LG0078
 LG0078  NGVD 29 (??/??/92)  380.730  (m)         1249.11   (f) ADJ UNCH    2 0
 LG0078
 LG0078.Superseded values are not recommended for survey control.
 LG0078
 LG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0078.See file dsdata.pdf to determine how the superseded data were derived.
 LG0078
 LG0078_MARKER: DR = REFERENCE MARK DISK
 LG0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0078_STAMPING: NEHA NO 1 1961
 LG0078_MARK LOGO: CGS
 LG0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0078+STABILITY: SURFACE MOTION
 LG0078
 LG0078  HISTORY     - Date     Condition        Report By
 LG0078  HISTORY     - 1961     MONUMENTED       CGS
 LG0078
 LG0078                          STATION DESCRIPTION
 LG0078
 LG0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0078'5.2 MI SW FROM NEHAWKA.
 LG0078'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0078'RAILROAD STATION AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S.
 LG0078'HIGHWAY 34 TO A GRAVEL ROAD CROSSING, THENCE 0.2 MILE SOUTH
 LG0078'ALONG A GRAVEL ROAD, 86.5 FEET SOUTHEAST OF R.M. 2, 62.0 FEET
 LG0078'EAST OF THE STATION, 35.0 FEET EAST OF THE CENTER OF A GRAVEL
 LG0078'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0078'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0080 ***********************************************************************
 LG0080  DESIGNATION -  NEHA RM 2
 LG0080  PID         -  LG0080
 LG0080  STATE/COUNTY-  NE/CASS
 LG0080  COUNTRY     -  US
 LG0080  USGS QUAD   -  AVOCA (2017)
 LG0080
 LG0080                         *CURRENT SURVEY CONTROL
 LG0080  ______________________________________________________________________
 LG0080* NAD 83(1986) POSITION- 40 48 36.37   (N) 096 03 51.13   (W)   HD_HELD1
 LG0080* NAVD 88 ORTHO HEIGHT -   380.607 (meters)     1248.71  (feet) ADJUSTED
 LG0080  ______________________________________________________________________
 LG0080  GEOID HEIGHT    -        -27.346 (meters)                     GEOID18
 LG0080  DYNAMIC HEIGHT  -        380.436 (meters)     1248.15  (feet) COMP
 LG0080  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 LG0080
 LG0080  VERT ORDER      -  SECOND    CLASS 0
 LG0080
 LG0080.The horizontal coordinates were determined by differentially corrected
 LG0080.hand held GPS observations or other comparable positioning techniques
 LG0080.and have an estimated accuracy of +/- 3 meters.
 LG0080
 LG0080.The orthometric height was determined by differential leveling and
 LG0080.adjusted by the NATIONAL GEODETIC SURVEY
 LG0080.in June 1991.
 LG0080
 LG0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0080.GEOID18 height accuracy estimate available here.
 LG0080
 LG0080.Click photographs - Photos may exist for this station.
 LG0080
 LG0080.The dynamic height is computed by dividing the NAVD 88
 LG0080.geopotential number by the normal gravity value computed on the
 LG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0080.degrees latitude (g = 980.6199 gals.).
 LG0080
 LG0080.The modeled gravity was interpolated from observed gravity values.
 LG0080
 LG0080;                    North         East    Units  Estimated Accuracy
 LG0080;SPC NE       -   116,003.9     831,883.9     MT  (+/- 3 meters HH1 GPS) 
 LG0080
 LG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4762821825(NAD 83)
 LG0080
 LG0080                          SUPERSEDED SURVEY CONTROL
 LG0080
 LG0080  NGVD 29 (??/??/92)  380.507  (m)         1248.38   (f) ADJ UNCH    2 0
 LG0080
 LG0080.Superseded values are not recommended for survey control.
 LG0080
 LG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0080.See file dsdata.pdf to determine how the superseded data were derived.
 LG0080
 LG0080_MARKER: DR = REFERENCE MARK DISK
 LG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0080_STAMPING: NEHA NO 2 1961
 LG0080_MARK LOGO: CGS
 LG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0080+STABILITY: SURFACE MOTION
 LG0080
 LG0080  HISTORY     - Date     Condition        Report By
 LG0080  HISTORY     - 1961     MONUMENTED       CGS
 LG0080
 LG0080                          STATION DESCRIPTION
 LG0080
 LG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0080'5.2 MI SW FROM NEHAWKA.
 LG0080'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0080'RAILROAD STATION AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S.
 LG0080'HIGHWAY 34 TO A GRAVEL ROAD CROSSING, THENCE 0.2 MILE SOUTH
 LG0080'ALONG A GRAVEL ROAD, 86.5 FEET NORTHWEST OF R.M. 1, 57.1 FEET
 LG0080'NORTH OF THE STATION, 28.6 FEET WEST OF THE CENTER OF A GRAVEL
 LG0080'ROAD, 1 FOOT LOWER THAN THE ROAD, 1 FOOT EAST OF A N-S FENCE,
 LG0080'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9534 ***********************************************************************
 DR9534  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9534  DESIGNATION -  NEHY NDOT_HYANNIS CORS ARP
 DR9534  CORS_ID     -  NEHY
 DR9534  PID         -  DR9534
 DR9534  STATE/COUNTY-  NE/GRANT
 DR9534  COUNTRY     -  US
 DR9534  USGS QUAD   -  PRATT VALLEY (2017)
 DR9534
 DR9534                         *CURRENT SURVEY CONTROL
 DR9534  ______________________________________________________________________
 DR9534* NAD 83(2011) POSITION- 41 59 56.49547(N) 101 44 47.30904(W)   ADJUSTED
 DR9534* NAD 83(2011) ELLIP HT-  1112.693 (meters)        (12/??/23)   ADJUSTED
 DR9534* NAD 83(2011) EPOCH   -  2010.00
 DR9534  ______________________________________________________________________
 DR9534  GEOID HEIGHT    -        -19.371 (meters)                     GEOID18
 DR9534  NAD 83(2011) X  -   -966,584.302 (meters)                     COMP
 DR9534  NAD 83(2011) Y  - -4,648,467.740 (meters)                     COMP
 DR9534  NAD 83(2011) Z  -  4,246,268.004 (meters)                     COMP
 DR9534
 DR9534.Formal positional accuracy estimates are not available for this CORS
 DR9534.because its coordinates were determined in part using modeled
 DR9534.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9534.and ellipsoid height can be obtained from the short-term time series.
 DR9534.Additional information regarding modeled velocities is available on
 DR9534.the CORS Coordinates for MYCS2 web page:
 DR9534.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9534
 DR9534.The coordinates were established by GPS observations
 DR9534.and adjusted by the National Geodetic Survey in December 2023.
 DR9534
 DR9534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9534.been affixed to the stable North American Tectonic Plate. 
 DR9534
 DR9534.The coordinates are valid at the epoch date displayed above
 DR9534.which is a decimal equivalence of Year/Month/Day.
 DR9534
 DR9534.Due to the release of the International GNSS Service (IGS) 2014
 DR9534.realization of the International Terrestrial Reference Frame of 2014
 DR9534.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9534.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9534.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9534.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9534.currently published epoch of 2010.00.
 DR9534
 DR9534.Additional information on MYCS2 is available at
 DR9534.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9534
 DR9534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9534.GEOID18 height accuracy estimate available here.
 DR9534
 DR9534.The PID for the CORS L1 Phase Center is DR9535.
 DR9534
 DR9534.Click photographs - Photos may exist for this station.
 DR9534
 DR9534.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9534
 DR9534.The ellipsoidal height was determined by GPS observations
 DR9534.and is referenced to NAD 83.
 DR9534
 DR9534. The following values were computed from the NAD 83(2011) position.
 DR9534
 DR9534;                    North         East     Units Scale Factor Converg.
 DR9534;SPC NE       -   241,910.872   355,354.920   MT  0.99969558   -1 09 26.6
 DR9534;SPC NE       -   793,669.25  1,165,860.27   sFT  0.99969558   -1 09 26.6
 DR9534;UTM  14      - 4,653,317.567   272,530.769   MT  1.00023673   -1 50 18.6
 DR9534
 DR9534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9534!SPC NE       -   0.99982551  x   0.99969558  =   0.99952115
 DR9534!UTM  14      -   0.99982551  x   1.00023673  =   1.00006220
 DR9534
 DR9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7253053317(NAD 83)
 DR9534
 DR9534                          SUPERSEDED SURVEY CONTROL
 DR9534
 DR9534.No superseded survey control is available for this station.
 DR9534
 DR9534_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR9534
 DR9534                          STATION DESCRIPTION
 DR9534
 DR9534'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DR9534'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR9534'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR9534'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR9534'https://geodesy.noaa.gov/CORS/data.shtml
 DR9534'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9536 ***********************************************************************
 DR9536  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9536  DESIGNATION -  NEHY NDOT_HYANNIS CORS GRP
 DR9536  CORS_ID     -  NEHY
 DR9536  PID         -  DR9536
 DR9536  STATE/COUNTY-  NE/GRANT
 DR9536  COUNTRY     -  US
 DR9536  USGS QUAD   -  PRATT VALLEY (2017)
 DR9536
 DR9536                         *CURRENT SURVEY CONTROL
 DR9536  ______________________________________________________________________
 DR9536* NAD 83(2011) POSITION- 41 59 56.49547(N) 101 44 47.30904(W)   ADJUSTED
 DR9536* NAD 83(2011) ELLIP HT-  1112.658 (meters)        (12/??/23)   ADJUSTED
 DR9536* NAD 83(2011) EPOCH   -  2010.00
 DR9536  ______________________________________________________________________
 DR9536  GEOID HEIGHT    -        -19.371 (meters)                     GEOID18
 DR9536  NAD 83(2011) X  -   -966,584.296 (meters)                     COMP
 DR9536  NAD 83(2011) Y  - -4,648,467.715 (meters)                     COMP
 DR9536  NAD 83(2011) Z  -  4,246,267.980 (meters)                     COMP
 DR9536  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DR9536
 DR9536.Formal positional accuracy estimates are not available for this CORS
 DR9536.because its coordinates were determined in part using modeled
 DR9536.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9536.and ellipsoid height can be obtained from the short-term time series.
 DR9536.Additional information regarding modeled velocities is available on
 DR9536.the CORS Coordinates for MYCS2 web page:
 DR9536.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9536
 DR9536.The horizontal coordinates were established by GPS observations
 DR9536.and adjusted by the National Geodetic Survey in December 2023.
 DR9536
 DR9536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9536.been affixed to the stable North American Tectonic Plate. 
 DR9536
 DR9536.The horizontal coordinates are valid at the epoch date displayed above
 DR9536.which is a decimal equivalence of Year/Month/Day.
 DR9536
 DR9536.Due to the release of the International GNSS Service (IGS) 2014
 DR9536.realization of the International Terrestrial Reference Frame of 2014
 DR9536.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9536.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9536.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9536.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9536.currently published epoch of 2010.00.
 DR9536
 DR9536.Additional information on MYCS2 is available at
 DR9536.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9536
 DR9536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9536.GEOID18 height accuracy estimate available here.
 DR9536
 DR9536.Click photographs - Photos may exist for this station.
 DR9536
 DR9536.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9536
 DR9536.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9536
 DR9536.The ellipsoidal height was determined by GPS observations
 DR9536.and is referenced to NAD 83.
 DR9536
 DR9536. The following values were computed from the NAD 83(2011) position.
 DR9536
 DR9536;                    North         East     Units Scale Factor Converg.
 DR9536;SPC NE       -   241,910.872   355,354.920   MT  0.99969558   -1 09 26.6
 DR9536;SPC NE       -   793,669.25  1,165,860.27   sFT  0.99969558   -1 09 26.6
 DR9536;UTM  14      - 4,653,317.567   272,530.769   MT  1.00023673   -1 50 18.6
 DR9536
 DR9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9536!SPC NE       -   0.99982552  x   0.99969558  =   0.99952115
 DR9536!UTM  14      -   0.99982552  x   1.00023673  =   1.00006221
 DR9536
 DR9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7253053317(NAD 83)
 DR9536
 DR9536                          SUPERSEDED SURVEY CONTROL
 DR9536
 DR9536.No superseded survey control is available for this station.
 DR9536
 DR9536_STAMPING: UNKNOWN
 DR9536
 DR9536                          STATION DESCRIPTION
 DR9536
 DR9536'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NEHY'
 DR9536'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR9536'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR9536'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR9536'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR9536'   https://geodesy.noaa.gov/corsdata/station_log
 DR9536'   https://geodesy.noaa.gov/CORS
 DR9536'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9672 ***********************************************************************
 DR9672  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9672  DESIGNATION -  NEKB NDOT KIMBLE CORS ARP
 DR9672  CORS_ID     -  NEKB
 DR9672  PID         -  DR9672
 DR9672  STATE/COUNTY-  NE/KIMBALL
 DR9672  COUNTRY     -  US
 DR9672  USGS QUAD   -  KIMBALL (2017)
 DR9672
 DR9672                         *CURRENT SURVEY CONTROL
 DR9672  ______________________________________________________________________
 DR9672* NAD 83(2011) POSITION- 41 13 09.97730(N) 103 40 08.73119(W)   ADJUSTED
 DR9672* NAD 83(2011) ELLIP HT-  1469.150 (meters)        (02/??/24)   ADJUSTED
 DR9672* NAD 83(2011) EPOCH   -  2010.00
 DR9672  ______________________________________________________________________
 DR9672  GEOID HEIGHT    -        -18.723 (meters)                     GEOID18
 DR9672  NAD 83(2011) X  - -1,135,647.825 (meters)                     COMP
 DR9672  NAD 83(2011) Y  - -4,669,560.485 (meters)                     COMP
 DR9672  NAD 83(2011) Z  -  4,181,752.846 (meters)                     COMP
 DR9672
 DR9672.Formal positional accuracy estimates are not available for this CORS
 DR9672.because its coordinates were determined in part using modeled
 DR9672.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9672.and ellipsoid height can be obtained from the short-term time series.
 DR9672.Additional information regarding modeled velocities is available on
 DR9672.the CORS Coordinates for MYCS2 web page:
 DR9672.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9672
 DR9672.The coordinates were established by GPS observations
 DR9672.and adjusted by the National Geodetic Survey in February 2024.
 DR9672
 DR9672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9672.been affixed to the stable North American Tectonic Plate. 
 DR9672
 DR9672.The coordinates are valid at the epoch date displayed above
 DR9672.which is a decimal equivalence of Year/Month/Day.
 DR9672
 DR9672.Due to the release of the International GNSS Service (IGS) 2014
 DR9672.realization of the International Terrestrial Reference Frame of 2014
 DR9672.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9672.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9672.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9672.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9672.currently published epoch of 2010.00.
 DR9672
 DR9672.Additional information on MYCS2 is available at
 DR9672.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9672
 DR9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9672.GEOID18 height accuracy estimate available here.
 DR9672
 DR9672.The PID for the CORS L1 Phase Center is DR9673.
 DR9672
 DR9672.Click photographs - Photos may exist for this station.
 DR9672
 DR9672.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9672
 DR9672.The ellipsoidal height was determined by GPS observations
 DR9672.and is referenced to NAD 83.
 DR9672
 DR9672. The following values were computed from the NAD 83(2011) position.
 DR9672
 DR9672;                    North         East     Units Scale Factor Converg.
 DR9672;SPC NE       -   160,418.458   192,519.891   MT  0.99967102   -2 25 53.4
 DR9672;SPC NE       -   526,306.22    631,625.68   sFT  0.99967102   -2 25 53.4
 DR9672;UTM  13      - 4,563,971.124   611,560.690   MT  0.99975317   +0 52 37.5
 DR9672
 DR9672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9672!SPC NE       -   0.99976961  x   0.99967102  =   0.99944070
 DR9672!UTM  13      -   0.99976961  x   0.99975317  =   0.99952283
 DR9672
 DR9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1156063971(NAD 83)
 DR9672
 DR9672                          SUPERSEDED SURVEY CONTROL
 DR9672
 DR9672.No superseded survey control is available for this station.
 DR9672
 DR9672_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR9672
 DR9672                          STATION DESCRIPTION
 DR9672
 DR9672'DESCRIBED BY NATIONAL GEODETIC SURVEY 2024
 DR9672'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR9672'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR9672'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR9672'https://geodesy.noaa.gov/CORS/data.shtml
 DR9672'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9674 ***********************************************************************
 DR9674  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9674  DESIGNATION -  NEKB NDOT KIMBLE CORS GRP
 DR9674  CORS_ID     -  NEKB
 DR9674  PID         -  DR9674
 DR9674  STATE/COUNTY-  NE/KIMBALL
 DR9674  COUNTRY     -  US
 DR9674  USGS QUAD   -  KIMBALL (2017)
 DR9674
 DR9674                         *CURRENT SURVEY CONTROL
 DR9674  ______________________________________________________________________
 DR9674* NAD 83(2011) POSITION- 41 13 09.97730(N) 103 40 08.73119(W)   ADJUSTED
 DR9674* NAD 83(2011) ELLIP HT-  1469.115 (meters)        (02/??/24)   ADJUSTED
 DR9674* NAD 83(2011) EPOCH   -  2010.00
 DR9674  ______________________________________________________________________
 DR9674  GEOID HEIGHT    -        -18.723 (meters)                     GEOID18
 DR9674  NAD 83(2011) X  - -1,135,647.819 (meters)                     COMP
 DR9674  NAD 83(2011) Y  - -4,669,560.459 (meters)                     COMP
 DR9674  NAD 83(2011) Z  -  4,181,752.823 (meters)                     COMP
 DR9674  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 DR9674
 DR9674.Formal positional accuracy estimates are not available for this CORS
 DR9674.because its coordinates were determined in part using modeled
 DR9674.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9674.and ellipsoid height can be obtained from the short-term time series.
 DR9674.Additional information regarding modeled velocities is available on
 DR9674.the CORS Coordinates for MYCS2 web page:
 DR9674.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9674
 DR9674.The horizontal coordinates were established by GPS observations
 DR9674.and adjusted by the National Geodetic Survey in February 2024.
 DR9674
 DR9674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9674.been affixed to the stable North American Tectonic Plate. 
 DR9674
 DR9674.The horizontal coordinates are valid at the epoch date displayed above
 DR9674.which is a decimal equivalence of Year/Month/Day.
 DR9674
 DR9674.Due to the release of the International GNSS Service (IGS) 2014
 DR9674.realization of the International Terrestrial Reference Frame of 2014
 DR9674.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9674.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9674.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9674.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9674.currently published epoch of 2010.00.
 DR9674
 DR9674.Additional information on MYCS2 is available at
 DR9674.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9674
 DR9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9674.GEOID18 height accuracy estimate available here.
 DR9674
 DR9674.Click photographs - Photos may exist for this station.
 DR9674
 DR9674.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9674
 DR9674.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9674
 DR9674.The ellipsoidal height was determined by GPS observations
 DR9674.and is referenced to NAD 83.
 DR9674
 DR9674. The following values were computed from the NAD 83(2011) position.
 DR9674
 DR9674;                    North         East     Units Scale Factor Converg.
 DR9674;SPC NE       -   160,418.458   192,519.891   MT  0.99967102   -2 25 53.4
 DR9674;SPC NE       -   526,306.22    631,625.68   sFT  0.99967102   -2 25 53.4
 DR9674;UTM  13      - 4,563,971.124   611,560.690   MT  0.99975317   +0 52 37.5
 DR9674
 DR9674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9674!SPC NE       -   0.99976961  x   0.99967102  =   0.99944071
 DR9674!UTM  13      -   0.99976961  x   0.99975317  =   0.99952284
 DR9674
 DR9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1156063971(NAD 83)
 DR9674
 DR9674                          SUPERSEDED SURVEY CONTROL
 DR9674
 DR9674.No superseded survey control is available for this station.
 DR9674
 DR9674_STAMPING: UNKNOWN
 DR9674
 DR9674                          STATION DESCRIPTION
 DR9674
 DR9674'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NEKB'
 DR9674'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR9674'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR9674'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR9674'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR9674'   https://geodesy.noaa.gov/corsdata/station_log
 DR9674'   https://geodesy.noaa.gov/CORS
 DR9674'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0137 ***********************************************************************
 NN0137  DESIGNATION -  NELIGH
 NN0137  PID         -  NN0137
 NN0137  STATE/COUNTY-  NE/ANTELOPE
 NN0137  COUNTRY     -  US
 NN0137  USGS QUAD   -  NELIGH (2017)
 NN0137
 NN0137                         *CURRENT SURVEY CONTROL
 NN0137  ______________________________________________________________________
 NN0137* NAD 83(1986) POSITION- 42 07 40.     (N) 098 01 41.     (W)   SCALED
 NN0137* NAVD 88 ORTHO HEIGHT -   537.570 (meters)     1763.68  (feet) ADJUSTED
 NN0137  ______________________________________________________________________
 NN0137  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 NN0137  DYNAMIC HEIGHT  -        537.355 (meters)     1762.97  (feet) COMP
 NN0137  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 NN0137
 NN0137  VERT ORDER      -  SECOND    CLASS 0
 NN0137
 NN0137.The horizontal coordinates were scaled from a map and have
 NN0137.an estimated accuracy of +/- 6 seconds.
 NN0137
 NN0137.The orthometric height was determined by differential leveling and
 NN0137.adjusted by the NATIONAL GEODETIC SURVEY
 NN0137.in June 1991.
 NN0137
 NN0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0137.GEOID18 height accuracy estimate available here.
 NN0137
 NN0137.Click photographs - Photos may exist for this station.
 NN0137
 NN0137.The dynamic height is computed by dividing the NAVD 88
 NN0137.geopotential number by the normal gravity value computed on the
 NN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0137.degrees latitude (g = 980.6199 gals.).
 NN0137
 NN0137.The modeled gravity was interpolated from observed gravity values.
 NN0137
 NN0137;                    North         East    Units  Estimated Accuracy
 NN0137;SPC NE       -   256,610.      662,990.      MT  (+/- 180 meters Scaled)
 NN0137
 NN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM803644(NAD 83)
 NN0137
 NN0137                          SUPERSEDED SURVEY CONTROL
 NN0137
 NN0137  NGVD 29 (??/??/92)  537.363  (m)         1763.00   (f) ADJ UNCH    2 0
 NN0137
 NN0137.Superseded values are not recommended for survey control.
 NN0137
 NN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0137.See file dsdata.pdf to determine how the superseded data were derived.
 NN0137
 NN0137_MARKER: DB = BENCH MARK DISK
 NN0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0137_STAMPING: NELIGH 1934
 NN0137_MARK LOGO: CGS
 NN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0137+STABILITY: SURFACE MOTION
 NN0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0137+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 NN0137
 NN0137  HISTORY     - Date     Condition        Report By
 NN0137  HISTORY     - 1934     MONUMENTED       CGS
 NN0137  HISTORY     - 20130807 GOOD             JEOCON
 NN0137
 NN0137                          STATION DESCRIPTION
 NN0137
 NN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0137'AT NELIGH.
 NN0137'AT NELIGH, ANTELOPE COUNTY, ON MAIN STREET, 74 FEET SOUTHWEST
 NN0137'OF THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE, 74.5 FEET
 NN0137'NORTH OF THE CENTER LINE OF AN EAST-AND-WEST STREET, AND 57
 NN0137'FEET EAST OF THE CENTER LINE OF MAIN STREET.  A STANDARD DISK,
 NN0137'STAMPED NELIGH 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NN0137
 NN0137                          STATION RECOVERY (2013)
 NN0137
 NN0137'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NN0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1569 ***********************************************************************
 AI1569  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1569  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1569  DESIGNATION -  NELIGH CORS ARP
 AI1569  CORS_ID     -  NLGN
 AI1569  PID         -  AI1569
 AI1569  STATE/COUNTY-  NE/PIERCE
 AI1569  COUNTRY     -  US
 AI1569  USGS QUAD   -  TILDEN NE (2017)
 AI1569
 AI1569                         *CURRENT SURVEY CONTROL
 AI1569  ______________________________________________________________________
 AI1569* NAD 83(2011) POSITION- 42 12 24.25051(N) 097 47 43.04275(W)   ADJUSTED
 AI1569* NAD 83(2011) ELLIP HT-   501.332 (meters)        (06/??/19)   ADJUSTED
 AI1569* NAD 83(2011) EPOCH   -  2010.00
 AI1569* NAVD 88 ORTHO HEIGHT -   526.09  (meters)     1726.0   (feet) GPS OBS
 AI1569  ______________________________________________________________________
 AI1569  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI1569  GEOID HEIGHT    -        -24.757 (meters)                     GEOID99
 AI1569  GEOID HEIGHT    -        -24.782 (meters)                     GEOID18
 AI1569  NAD 83(2011) X  -   -641,817.153 (meters)                     COMP
 AI1569  NAD 83(2011) Y  - -4,688,245.925 (meters)                     COMP
 AI1569  NAD 83(2011) Z  -  4,262,977.926 (meters)                     COMP
 AI1569
 AI1569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1569  Standards:
 AI1569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1569  -------------------------------------------------------------------
 AI1569  NETWORK    0.20   0.54           0.07   0.09   0.28      0.08719200
 AI1569  -------------------------------------------------------------------
 AI1569
 AI1569.The coordinates were established by GPS observations
 AI1569.and adjusted by the National Geodetic Survey in June 2019.
 AI1569
 AI1569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1569.been affixed to the stable North American Tectonic Plate. 
 AI1569
 AI1569.The coordinates are valid at the epoch date displayed above
 AI1569.which is a decimal equivalence of Year/Month/Day.
 AI1569
 AI1569.Due to the release of the International GNSS Service (IGS) 2014
 AI1569.realization of the International Terrestrial Reference Frame of 2014
 AI1569.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AI1569.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AI1569.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AI1569.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AI1569.currently published epoch of 2010.00.
 AI1569
 AI1569.Additional information on MYCS2 is available at
 AI1569.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AI1569
 AI1569.The orthometric height was determined by GPS observations and a
 AI1569.high-resolution geoid model using precise GPS observation and
 AI1569.processing techniques.
 AI1569
 AI1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1569.GEOID18 height accuracy estimate available here.
 AI1569
 AI1569.The PID for the CORS L1 Phase Center is DK4074.
 AI1569
 AI1569.Click photographs - Photos may exist for this station.
 AI1569
 AI1569.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1569
 AI1569.The ellipsoidal height was determined by GPS observations
 AI1569.and is referenced to NAD 83.
 AI1569
 AI1569. The following values were computed from the NAD 83(2011) position.
 AI1569
 AI1569;                    North         East     Units Scale Factor Converg.
 AI1569;SPC NE       -   265,835.361   682,001.225   MT  0.99973338   +1 27 39.8
 AI1569;SPC NE       -   872,161.51  2,237,532.35   sFT  0.99973338   +1 27 39.8
 AI1569;UTM  14      - 4,673,432.764   599,448.380   MT  0.99972169   +0 48 33.8
 AI1569
 AI1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1569!SPC NE       -   0.99992138  x   0.99973338  =   0.99965478
 AI1569!UTM  14      -   0.99992138  x   0.99972169  =   0.99964309
 AI1569
 AI1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9944873432(NAD 83)
 AI1569
 AI1569                          SUPERSEDED SURVEY CONTROL
 AI1569
 AI1569  ELLIP H (06/27/12)  501.316  (m)                       GP(2010.00) 0 0
 AI1569  NAD 83(2011)-  42 12 24.25052(N)    097 47 43.04299(W) AD(2010.00) c
 AI1569  NAD 83(2011)-  42 12 24.25034(N)    097 47 43.04285(W) AD(2010.00) c
 AI1569  ELLIP H (08/??/11)  501.357  (m)                       GP(2010.00) c c
 AI1569  NAD 83(CORS)-  42 12 24.25058(N)    097 47 43.04353(W) AD(2002.00) c
 AI1569  ELLIP H (08/??/07)  501.313  (m)                       GP(2002.00) c c
 AI1569  ELLIP H (02/10/07)  501.352  (m)                       GP(2002.00)    
 AI1569  NAD 83(2007)-  42 12 24.25038(N)    097 47 43.04387(W) AD(2002.00) c
 AI1569  NAD 83(CORS)-  42 12 24.25038(N)    097 47 43.04387(W) AD(2002.00) c
 AI1569  ELLIP H (03/??/02)  501.352  (m)                       GP(2002.00) c c
 AI1569  NAD 83(CORS)-  42 12 24.24986(N)    097 47 43.04409(W) AD(1997.00) c
 AI1569  ELLIP H (09/??/99)  501.341  (m)                       GP(1997.00) c c
 AI1569
 AI1569.Superseded values are not recommended for survey control.
 AI1569
 AI1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1569.See file dsdata.pdf to determine how the superseded data were derived.
 AI1569
 AI1569_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI1569
 AI1569                          STATION DESCRIPTION
 AI1569
 AI1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AI1569'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AI1569'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AI1569'ACCESSIBLE AT THE WORLDWIDE WEB.
 AI1569'https://geodesy.noaa.gov/CORS/data.shtml
 AI1569'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0629 ***********************************************************************
 MN0629  DESIGNATION -  NELL
 MN0629  PID         -  MN0629
 MN0629  STATE/COUNTY-  NE/KIMBALL
 MN0629  COUNTRY     -  US
 MN0629  USGS QUAD   -  NORTH OF BUSHNELL (2017)
 MN0629
 MN0629                         *CURRENT SURVEY CONTROL
 MN0629  ______________________________________________________________________
 MN0629* NAD 83(1995) POSITION- 41 15 48.60547(N) 103 59 17.18832(W)   ADJUSTED
 MN0629* NAVD 88 ORTHO HEIGHT -  1592.    (meters)     5223.    (feet) SCALED
 MN0629  ______________________________________________________________________
 MN0629  GEOID HEIGHT    -        -18.251 (meters)                     GEOID18
 MN0629  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 MN0629  HORZ ORDER      -  SECOND
 MN0629
 MN0629.The horizontal coordinates were established by classical geodetic methods
 MN0629.and adjusted by the National Geodetic Survey in August 1997.
 MN0629
 MN0629.The orthometric height was scaled from a topographic map.
 MN0629
 MN0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0629.GEOID18 height accuracy estimate available here.
 MN0629
 MN0629.Click photographs - Photos may exist for this station.
 MN0629
 MN0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0629
 MN0629. The following values were computed from the NAD 83(1995) position.
 MN0629
 MN0629;                    North         East     Units Scale Factor Converg.
 MN0629;SPC NE       -   166,489.087   166,029.254   MT  0.99966749   -2 38 34.5
 MN0629;SPC NE       -   546,222.95    544,714.31   sFT  0.99966749   -2 38 34.5
 MN0629;SPC WY E     -    85,452.716   298,757.057   MT  1.00005749   +0 46 38.5
 MN0629;SPC WY E     -   280,356.12    980,172.11   sFT  1.00005749   +0 46 38.5
 MN0629;UTM  13      - 4,568,502.574   584,762.436   MT  0.99968842   +0 40 02.7
 MN0629
 MN0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0629!SPC NE       -   0.99975324  x   0.99966749  =   0.99942082
 MN0629!SPC WY E     -   0.99975324  x   1.00005749  =   0.99981072
 MN0629!UTM  13      -   0.99975324  x   0.99968842  =   0.99944174
 MN0629
 MN0629:                Primary Azimuth Mark                     Grid Az
 MN0629:SPC NE       -  NELL AZ MK                               183 34 40.2
 MN0629:SPC WY E     -  NELL AZ MK                               180 09 27.2
 MN0629:UTM  13      -  NELL AZ MK                               180 16 03.0
 MN0629
 MN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8476268502(NAD 83)
 MN0629
 MN0629|---------------------------------------------------------------------|
 MN0629| PID    Reference Object                     Distance      Geod. Az  |
 MN0629|                                                           dddmmss.s |
 MN0629| MN0622 BUSHNELL MUNICIPAL TANK             APPROX. 8.7 KM 1125751.4 |
 MN0629| CP7827 NELL AZ MK                                         1805605.7 |
 MN0629| CP7828 NELL RM 1                            30.450 METERS 18718     |
 MN0629| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX.14.0 KM 2121251.6 |
 MN0629| CP7829 NELL RM 2                            18.954 METERS 28152     |
 MN0629|---------------------------------------------------------------------|
 MN0629
 MN0629                          SUPERSEDED SURVEY CONTROL
 MN0629
 MN0629  NAD 83(1993)-  41 15 48.60538(N)    103 59 17.18819(W) AD(       ) 2
 MN0629  NAD 83(1986)-  41 15 48.59674(N)    103 59 17.18650(W) AD(       ) 2
 MN0629  NAD 27      -  41 15 48.66710(N)    103 59 15.36820(W) AD(       ) 2
 MN0629
 MN0629.Superseded values are not recommended for survey control.
 MN0629
 MN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0629.See file dsdata.pdf to determine how the superseded data were derived.
 MN0629
 MN0629_MARKER: DS = TRIANGULATION STATION DISK
 MN0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0629_STAMPING: NELL 1963
 MN0629_MARK LOGO: CGS
 MN0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0629+STABILITY: SURFACE MOTION
 MN0629
 MN0629  HISTORY     - Date     Condition        Report By
 MN0629  HISTORY     - 1963     MONUMENTED       CGS
 MN0629
 MN0629                          STATION DESCRIPTION
 MN0629
 MN0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0629'THE STATION IS 5 MILES WEST AND 2-1/4 MILES NORTH OF BUSHNELL,
 MN0629'ON THE RIGHT-OF-WAY OF A SECTION LINE ROAD, IN THE NORTHEAST
 MN0629'CORNER OF SECTION 20, T 15 N, R 58 W.
 MN0629'
 MN0629'TO REACH THE STATION FROM A CROSSROAD ON U.S. HIGHWAY 30,
 MN0629'0.1 MILE WEST OF THE RAILROAD DEPOT IN BUSHNELL, GO NORTH,
 MN0629'CROSSING THE RAILROAD TRACK, ON A GRADED ROAD FOR 2.35 MILES
 MN0629'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTH
 MN0629'ON A GRADED ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE LEFT AND
 MN0629'A FIELD ROAD ON THE RIGHT.  TURN LEFT AND GO WEST FOR 3.0
 MN0629'MILES TO A DIM CROSSROAD.  TURN LEFT AND GO SOUTH ON A TRACK
 MN0629'ROAD FOR 1.0 MILE TO A FENCE CORNER AND THE STATION ON THE
 MN0629'RIGHT.
 MN0629'
 MN0629'STATION MARKS ARE STANDARD DISKS STAMPED NELL 1963.  THE
 MN0629'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0629'2 INCHES.  IT IS 34 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST
 MN0629'OF THE CENTER OF A TRACK ROAD, 16.5 FEET SOUTHEAST OF A
 MN0629'FENCE CORNER POST AND 12.5 FEET EAST OF A METAL WITNESS POST.
 MN0629'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MN0629'42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0629'
 MN0629'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NELL NO 1 1963,
 MN0629'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0629'THE GROUND.  IT IS 65.5 FEET SOUTH OF THE TELEPHONE POLE,
 MN0629'27 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT EAST
 MN0629'OF A FENCE.
 MN0629'
 MN0629'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NELL NO 2 1963,
 MN0629'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0629'THE GROUND.  IT IS 72 FEET NORTHWEST OF THE TELEPHONE POLE,
 MN0629'47.5 FEET WEST OF THE FENCE CORNER POST AND 1 FOOT NORTH OF A
 MN0629'FENCE.
 MN0629'
 MN0629'AZIMUTH MARK, A STANDARD DISK STAMPED NELL 1960, IS SET IN A
 MN0629'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 15 FEET
 MN0629'WEST OF THE CENTER OF THE TRACK ROAD, 5 FEET EAST OF A FENCE,
 MN0629'4.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET EAST OF A
 MN0629'TELEPHONE POLE.
 MN0629'
 MN0629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MN0629'TRACK ROAD FOR 0.35 MILE TO A TELEPHONE POLE AND THE AZIMUTH
 MN0629'MARK ON THE RIGHT.
 MN0629'
 MN0629'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0629'
 MN0629'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9348 ***********************************************************************
 DR9348  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9348  DESIGNATION -  NELL ALLIANCE CORS ARP
 DR9348  CORS_ID     -  NELL
 DR9348  PID         -  DR9348
 DR9348  STATE/COUNTY-  NE/BOX BUTTE
 DR9348  COUNTRY     -  US
 DR9348  USGS QUAD   -  ALLIANCE EAST (2017)
 DR9348
 DR9348                         *CURRENT SURVEY CONTROL
 DR9348  ______________________________________________________________________
 DR9348* NAD 83(2011) POSITION- 42 05 32.11986(N) 102 50 31.69493(W)   ADJUSTED
 DR9348* NAD 83(2011) ELLIP HT-  1189.972 (meters)        (10/??/23)   ADJUSTED
 DR9348* NAD 83(2011) EPOCH   -  2010.00
 DR9348  ______________________________________________________________________
 DR9348  GEOID HEIGHT    -        -18.695 (meters)                     GEOID18
 DR9348  NAD 83(2011) X  - -1,053,765.465 (meters)                     COMP
 DR9348  NAD 83(2011) Y  - -4,622,428.043 (meters)                     COMP
 DR9348  NAD 83(2011) Z  -  4,254,011.140 (meters)                     COMP
 DR9348
 DR9348.Formal positional accuracy estimates are not available for this CORS
 DR9348.because its coordinates were determined in part using modeled
 DR9348.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9348.and ellipsoid height can be obtained from the short-term time series.
 DR9348.Additional information regarding modeled velocities is available on
 DR9348.the CORS Coordinates for MYCS2 web page:
 DR9348.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9348
 DR9348.The coordinates were established by GPS observations
 DR9348.and adjusted by the National Geodetic Survey in October 2023.
 DR9348
 DR9348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9348.been affixed to the stable North American Tectonic Plate. 
 DR9348
 DR9348.The coordinates are valid at the epoch date displayed above
 DR9348.which is a decimal equivalence of Year/Month/Day.
 DR9348
 DR9348.Due to the release of the International GNSS Service (IGS) 2014
 DR9348.realization of the International Terrestrial Reference Frame of 2014
 DR9348.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9348.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9348.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9348.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9348.currently published epoch of 2010.00.
 DR9348
 DR9348.Additional information on MYCS2 is available at
 DR9348.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9348
 DR9348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9348.GEOID18 height accuracy estimate available here.
 DR9348
 DR9348.The PID for the CORS L1 Phase Center is DR9349.
 DR9348
 DR9348.Click photographs - Photos may exist for this station.
 DR9348
 DR9348.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9348
 DR9348.The ellipsoidal height was determined by GPS observations
 DR9348.and is referenced to NAD 83.
 DR9348
 DR9348. The following values were computed from the NAD 83(2011) position.
 DR9348
 DR9348;                    North         East     Units Scale Factor Converg.
 DR9348;SPC NE       -   254,665.432   264,977.482   MT  0.99971091   -1 53 00.5
 DR9348;SPC NE       -   835,514.84    869,346.96   sFT  0.99971091   -1 53 00.5
 DR9348;UTM  13      - 4,662,272.506   678,455.030   MT  0.99999187   +1 26 48.7
 DR9348
 DR9348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9348!SPC NE       -   0.99981340  x   0.99971091  =   0.99952436
 DR9348!UTM  13      -   0.99981340  x   0.99999187  =   0.99980527
 DR9348
 DR9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7845562272(NAD 83)
 DR9348
 DR9348                          SUPERSEDED SURVEY CONTROL
 DR9348
 DR9348.No superseded survey control is available for this station.
 DR9348
 DR9348_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR9348
 DR9348                          STATION DESCRIPTION
 DR9348
 DR9348'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DR9348'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR9348'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR9348'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR9348'https://geodesy.noaa.gov/CORS/data.shtml
 DR9348'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9350 ***********************************************************************
 DR9350  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9350  DESIGNATION -  NELL ALLIANCE CORS GRP
 DR9350  CORS_ID     -  NELL
 DR9350  PID         -  DR9350
 DR9350  STATE/COUNTY-  NE/BOX BUTTE
 DR9350  COUNTRY     -  US
 DR9350  USGS QUAD   -  ALLIANCE EAST (2017)
 DR9350
 DR9350                         *CURRENT SURVEY CONTROL
 DR9350  ______________________________________________________________________
 DR9350* NAD 83(2011) POSITION- 42 05 32.11986(N) 102 50 31.69493(W)   ADJUSTED
 DR9350* NAD 83(2011) ELLIP HT-  1189.937 (meters)        (10/??/23)   ADJUSTED
 DR9350* NAD 83(2011) EPOCH   -  2010.00
 DR9350  ______________________________________________________________________
 DR9350  GEOID HEIGHT    -        -18.695 (meters)                     GEOID18
 DR9350  NAD 83(2011) X  - -1,053,765.459 (meters)                     COMP
 DR9350  NAD 83(2011) Y  - -4,622,428.018 (meters)                     COMP
 DR9350  NAD 83(2011) Z  -  4,254,011.116 (meters)                     COMP
 DR9350  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 DR9350
 DR9350.Formal positional accuracy estimates are not available for this CORS
 DR9350.because its coordinates were determined in part using modeled
 DR9350.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9350.and ellipsoid height can be obtained from the short-term time series.
 DR9350.Additional information regarding modeled velocities is available on
 DR9350.the CORS Coordinates for MYCS2 web page:
 DR9350.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9350
 DR9350.The horizontal coordinates were established by GPS observations
 DR9350.and adjusted by the National Geodetic Survey in October 2023.
 DR9350
 DR9350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9350.been affixed to the stable North American Tectonic Plate. 
 DR9350
 DR9350.The horizontal coordinates are valid at the epoch date displayed above
 DR9350.which is a decimal equivalence of Year/Month/Day.
 DR9350
 DR9350.Due to the release of the International GNSS Service (IGS) 2014
 DR9350.realization of the International Terrestrial Reference Frame of 2014
 DR9350.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9350.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9350.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9350.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9350.currently published epoch of 2010.00.
 DR9350
 DR9350.Additional information on MYCS2 is available at
 DR9350.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9350
 DR9350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9350.GEOID18 height accuracy estimate available here.
 DR9350
 DR9350.Click photographs - Photos may exist for this station.
 DR9350
 DR9350.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9350
 DR9350.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9350
 DR9350.The ellipsoidal height was determined by GPS observations
 DR9350.and is referenced to NAD 83.
 DR9350
 DR9350. The following values were computed from the NAD 83(2011) position.
 DR9350
 DR9350;                    North         East     Units Scale Factor Converg.
 DR9350;SPC NE       -   254,665.432   264,977.482   MT  0.99971091   -1 53 00.5
 DR9350;SPC NE       -   835,514.84    869,346.96   sFT  0.99971091   -1 53 00.5
 DR9350;UTM  13      - 4,662,272.506   678,455.030   MT  0.99999187   +1 26 48.7
 DR9350
 DR9350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9350!SPC NE       -   0.99981340  x   0.99971091  =   0.99952437
 DR9350!UTM  13      -   0.99981340  x   0.99999187  =   0.99980528
 DR9350
 DR9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7845562272(NAD 83)
 DR9350
 DR9350                          SUPERSEDED SURVEY CONTROL
 DR9350
 DR9350.No superseded survey control is available for this station.
 DR9350
 DR9350_STAMPING: UNKNOWN
 DR9350
 DR9350                          STATION DESCRIPTION
 DR9350
 DR9350'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NELL'
 DR9350'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR9350'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR9350'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR9350'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR9350'   https://geodesy.noaa.gov/corsdata/station_log
 DR9350'   https://geodesy.noaa.gov/CORS
 DR9350'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2053 ***********************************************************************
 MK2053  DESIGNATION -  NELSON
 MK2053  PID         -  MK2053
 MK2053  STATE/COUNTY-  NE/SAUNDERS
 MK2053  COUNTRY     -  US
 MK2053  USGS QUAD   -  LESHARA (2017)
 MK2053
 MK2053                         *CURRENT SURVEY CONTROL
 MK2053  ______________________________________________________________________
 MK2053* NAD 83(1995) POSITION- 41 17 49.75063(N) 096 29 38.22359(W)   ADJUSTED
 MK2053* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 MK2053  ______________________________________________________________________
 MK2053  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 MK2053  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 MK2053  HORZ ORDER      -  SECOND
 MK2053
 MK2053.The horizontal coordinates were established by classical geodetic methods
 MK2053.and adjusted by the National Geodetic Survey in August 1997.
 MK2053
 MK2053.The orthometric height was scaled from a topographic map.
 MK2053
 MK2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2053.GEOID18 height accuracy estimate available here.
 MK2053
 MK2053.Click photographs - Photos may exist for this station.
 MK2053
 MK2053.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2053
 MK2053. The following values were computed from the NAD 83(1995) position.
 MK2053
 MK2053;                    North         East     Units Scale Factor Converg.
 MK2053;SPC NE       -   168,472.452   793,474.530   MT  0.99966520   +2 19 24.4
 MK2053;SPC NE       -   552,730.04  2,603,257.69   sFT  0.99966520   +2 19 24.4
 MK2053;UTM  14      - 4,574,774.112   709,821.899   MT  1.00014185   +1 39 16.2
 MK2053
 MK2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2053!SPC NE       -   0.99993868  x   0.99966520  =   0.99960390
 MK2053!UTM  14      -   0.99993868  x   1.00014185  =   1.00008052
 MK2053
 MK2053:                Primary Azimuth Mark                     Grid Az
 MK2053:SPC NE       -  NELSON AZ MK                             234 45 59.3
 MK2053:UTM  14      -  NELSON AZ MK                             235 26 07.5
 MK2053
 MK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0982174774(NAD 83)
 MK2053
 MK2053|---------------------------------------------------------------------|
 MK2053| PID    Reference Object                     Distance      Geod. Az  |
 MK2053|                                                           dddmmss.s |
 MK2053| CL7975 NELSON RM 1                          22.605 METERS 10609     |
 MK2053| MK2019 YUTAN MUNICIPAL TANK                APPROX. 9.6 KM 1262533.8 |
 MK2053| MK2017 MEAD MUNICIPAL TANK                 APPROX. 7.9 KM 1754615.5 |
 MK2053| CL7976 NELSON RM 2                          25.168 METERS 19145     |
 MK2053| CL7974 NELSON AZ MK                                       2370523.7 |
 MK2053|---------------------------------------------------------------------|
 MK2053
 MK2053                          SUPERSEDED SURVEY CONTROL
 MK2053
 MK2053  NAD 83(1986)-  41 17 49.75960(N)    096 29 38.22548(W) AD(       ) 2
 MK2053  NAD 27      -  41 17 49.75022(N)    096 29 37.13161(W) AD(       ) 2
 MK2053
 MK2053.Superseded values are not recommended for survey control.
 MK2053
 MK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2053.See file dsdata.pdf to determine how the superseded data were derived.
 MK2053
 MK2053_MARKER: DS = TRIANGULATION STATION DISK
 MK2053_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK2053
 MK2053  HISTORY     - Date     Condition        Report By
 MK2053  HISTORY     - 1959     MONUMENTED       CGS
 MK2053  HISTORY     - 1968     GOOD             USGS
 MK2053
 MK2053                          STATION DESCRIPTION
 MK2053
 MK2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2053'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTH OF FREMONT AND
 MK2053'ABOUT 4 MILES NORTH OF MEAD, ON PROPERTY OWNED BY MRS. HAROLD
 MK2053'NELSON.
 MK2053'
 MK2053'TO REACH THE STATION FROM THE POST OFFICE IN FREMONT, GO SOUTH
 MK2053'ON U.S. HIGHWAY 77 FOR 3.0 MILES TO THE SOUTH END OF THE PLATTE
 MK2053'RIVER BRIDGE.  CONTINUE SOUTH ON THE HIGHWAY FOR 7.4 MILES TO A
 MK2053'CROSS-ROAD AND THE AZIMUTH MARK ON THE LEFT AT A WHITE METAL
 MK2053'WITNESS SIGN, IN THE NORTHEAST ANGLE OF THE CROSS-ROAD.  TURN
 MK2053'LEFT OFF THE HIGHWAY AND GO EAST ON THE FARM ROAD FOR 0.5 MILE.
 MK2053'TURN LEFT INTO A LANE AND GO NORTHWESTERLY FOR 0.1 MILE TO THE
 MK2053'FARM HOME OF MRS. HAROLD NELSON.  CONTINUE NORTHERLY ON THE
 MK2053'TRACK ROAD THROUGH THE FARM YARD FOR ABOUT 100 YARDS TO A GROVE
 MK2053'OF TREES AND THE STATION AT THE NORTHWEST EDGE OF THE TREES.
 MK2053'
 MK2053'THE STATION IS A STANDARD DISK STAMPED NELSON 1959 SET IN TOP OF A
 MK2053'MASS OF CONCRETE WHICH IS ABOUT 10 INCHES BELOW THE GROUND.
 MK2053'IT IS 15 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 13 FEET EAST
 MK2053'OF A FENCE CORNER AND METAL WITNESS SIGN.
 MK2053'
 MK2053'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NELSON NO 1 1959
 MK2053'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 MK2053'INCH ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION.
 MK2053'IT IS 15 FEET EAST OF THE CENTER OF A FIELD ROAD.
 MK2053'
 MK2053'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NELSON NO
 MK2053'2 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MK2053'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 5 FEET LOWER THAN THE
 MK2053'STATION.  IT IS 2 FEET EAST OF A FENCE LINE.
 MK2053'
 MK2053'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NELSON 1959 SET IN
 MK2053'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 MK2053'ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 MK2053'IT IS 63 FEET NORTHEAST OF THE CENTER OF THE CROSS-ROAD, 2 FEET
 MK2053'NORTH OF A METAL WITNESS SIGN AND 1 FOOT SOUTH OF A CONCRETE
 MK2053'POST.
 MK2053
 MK2053                          STATION RECOVERY (1968)
 MK2053
 MK2053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 MK2053'DESCRIPTION IS ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1166 ***********************************************************************
 LH1166  DESIGNATION -  NELSON MUNICIPAL TANK
 LH1166  PID         -  LH1166
 LH1166  STATE/COUNTY-  NE/NUCKOLLS
 LH1166  COUNTRY     -  US
 LH1166  USGS QUAD   -  NELSON (2017)
 LH1166
 LH1166                         *CURRENT SURVEY CONTROL
 LH1166  ______________________________________________________________________
 LH1166* NAD 83(1995) POSITION- 40 12 13.64394(N) 098 04 22.77338(W)   ADJUSTED
 LH1166  ______________________________________________________________________
 LH1166  GEOID HEIGHT    -        -26.159 (meters)                     GEOID18
 LH1166  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 LH1166  HORZ ORDER      -  THIRD
 LH1166
 LH1166.The horizontal coordinates were established by classical geodetic methods
 LH1166.and adjusted by the National Geodetic Survey in August 1997.
 LH1166
 LH1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1166.GEOID18 height accuracy estimate available here.
 LH1166
 LH1166.Click photographs - Photos may exist for this station.
 LH1166
 LH1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1166
 LH1166. The following values were computed from the NAD 83(1995) position.
 LH1166
 LH1166;                    North         East     Units Scale Factor Converg.
 LH1166;SPC NE       -    42,961.497   664,036.692   MT  0.99991410   +1 16 37.3
 LH1166;SPC NE       -   140,949.51  2,178,593.71   sFT  0.99991410   +1 16 37.3
 LH1166;UTM  14      - 4,450,788.312   578,893.920   MT  0.99967662   +0 35 54.3
 LH1166
 LH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7889350788(NAD 83)
 LH1166
 LH1166                          SUPERSEDED SURVEY CONTROL
 LH1166
 LH1166  NAD 83(1986)-  40 12 13.65447(N)    098 04 22.78260(W) AD(       ) 3
 LH1166  NAD 27      -  40 12 13.60700(N)    098 04 21.63000(W) AD(       ) 3
 LH1166
 LH1166.Superseded values are not recommended for survey control.
 LH1166
 LH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1166.See file dsdata.pdf to determine how the superseded data were derived.
 LH1166
 LH1166_MARKER: 53 = ELEVATED TANK
 LH1166_MARK LOGO: CGS
 LH1166
 LH1166  HISTORY     - Date     Condition        Report By
 LH1166  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1166  HISTORY     - 1947     GOOD             CGS
 LH1166  HISTORY     - 19801104 GOOD             NGS
 LH1166
 LH1166                          STATION DESCRIPTION
 LH1166
 LH1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1166'IT IS LOCATED IN THE NORTHWEST EDGE OF TOWN AND IS APPROXIMATELY
 LH1166'0.3 MILE NORTHWEST OF THE CENTER OF THE BUSINESS DISTRICT, 106
 LH1166'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED STREET, AND
 LH1166'ONE BLOCK WEST OF A CROSS STREET.  TANK PROPER IS SUPPORTED BY
 LH1166'A FOUR LEGGED STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL
 LH1166'SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL HEIGHT IS
 LH1166'APPROXIMATELY 100 FEET.  THE BALL AT THE APEX OF THE ROOF WAS
 LH1166'THE POINT OBSERVED UPON.
 LH1166
 LH1166                          STATION RECOVERY (1947)
 LH1166
 LH1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH1166'RECOVERED IN GOOD CONDITION.
 LH1166
 LH1166                          STATION RECOVERY (1980)
 LH1166
 LH1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LH1166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1343 ***********************************************************************
 LF1343  DESIGNATION -  NEMAHA RESET
 LF1343  PID         -  LF1343
 LF1343  STATE/COUNTY-  NE/RICHARDSON
 LF1343  COUNTRY     -  US
 LF1343  USGS QUAD   -  BIG LAKE (2017)
 LF1343
 LF1343                         *CURRENT SURVEY CONTROL
 LF1343  ______________________________________________________________________
 LF1343* NAD 83(1995) POSITION- 40 01 10.56021(N) 095 20 58.13840(W)   ADJUSTED
 LF1343* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 LF1343  ______________________________________________________________________
 LF1343  GEOID HEIGHT    -        -30.877 (meters)                     GEOID18
 LF1343  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 LF1343  HORZ ORDER      -  FIRST
 LF1343
 LF1343.The horizontal coordinates were established by classical geodetic methods
 LF1343.and adjusted by the National Geodetic Survey in August 1997.
 LF1343
 LF1343.The orthometric height was scaled from a topographic map.
 LF1343
 LF1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1343.GEOID18 height accuracy estimate available here.
 LF1343
 LF1343.Click photographs - Photos may exist for this station.
 LF1343
 LF1343.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1343
 LF1343. The following values were computed from the NAD 83(1995) position.
 LF1343
 LF1343;                    North         East     Units Scale Factor Converg.
 LF1343;SPC NE       -    31,357.281   896,817.119   MT  0.99999120   +3 04 54.8
 LF1343;SPC NE       -   102,878.01  2,942,307.50   sFT  0.99999120   +3 04 54.8
 LF1343;SPC NE       -   102,878.01  2,942,307.50   sFT  0.99999120   +3 04 54.8
 LF1343;SPC MO W     -   427,989.767   777,483.925   MT  1.00000589   -0 32 46.6
 LF1343;SPC NE       -    31,357.281   896,817.119   MT  0.99999120   +3 04 54.8
 LF1343;UTM  15      - 4,432,576.991   299,496.361   MT  1.00009493   -1 30 40.8
 LF1343
 LF1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1343!SPC NE       -   0.99995103  x   0.99999120  =   0.99994223
 LF1343!SPC MO W     -   0.99995103  x   1.00000589  =   0.99995692
 LF1343!SPC NE       -   0.99995103  x   0.99999120  =   0.99994223
 LF1343!UTM  15      -   0.99995103  x   1.00009493  =   1.00004595
 LF1343
 LF1343:                Primary Azimuth Mark                     Grid Az
 LF1343:SPC NE       -  WHITE CLOUD                              200 18 54.3
 LF1343:SPC MO W     -  WHITE CLOUD                              203 56 35.7
 LF1343:SPC NE       -  WHITE CLOUD                              200 18 54.3
 LF1343:UTM  15      -  WHITE CLOUD                              204 54 29.9
 LF1343
 LF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9949632576(NAD 83)
 LF1343
 LF1343|---------------------------------------------------------------------|
 LF1343| PID    Reference Object                     Distance      Geod. Az  |
 LF1343|                                                           dddmmss.s |
 LF1343| CL7980 NEMAHA RM 2                          15.620 METERS 19552     |
 LF1343| LF1344 WHITE CLOUD                         APPROX. 2.4 KM 2032349.1 |
 LF1343| CL7979 NEMAHA RM 1                          19.170 METERS 30029     |
 LF1343|---------------------------------------------------------------------|
 LF1343
 LF1343                          SUPERSEDED SURVEY CONTROL
 LF1343
 LF1343  NAD 83(1986)-  40 01 10.56459(N)    095 20 58.13696(W) AD(       ) 1
 LF1343  NAD 27      -  40 01 10.56000(N)    095 20 57.20200(W) AD(       ) 1
 LF1343  MORC        -  40 01 08.48000(N)    095 20 59.11000(W) AD(       ) 3
 LF1343
 LF1343.Superseded values are not recommended for survey control.
 LF1343
 LF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1343.See file dsdata.pdf to determine how the superseded data were derived.
 LF1343
 LF1343_MARKER: DS = TRIANGULATION STATION DISK
 LF1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1343_STAMPING: NEMAHA MRC 1945
 LF1343_MARK LOGO: CGS
 LF1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1343+STABILITY: SURFACE MOTION
 LF1343
 LF1343  HISTORY     - Date     Condition        Report By
 LF1343  HISTORY     - 1945     MONUMENTED       CGS
 LF1343
 LF1343                          STATION DESCRIPTION
 LF1343
 LF1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1343'STATION IS LOCATED ABOUT 5 MILES SE OF RULO, ON A HIGH HILL
 LF1343'OVERLOOKING THE MISSOURI RIVER AND ABOUT 1.5 MILES N OF THE
 LF1343'KANSAS-NEBRASKA STATE LINE.  IT IS IDENTICAL WITH MISSOURI RIVER
 LF1343'COMMISSION STATION NEMAHA.  THE OLD PIPE MARK WAS REMOVED AND
 LF1343'REPLACED BY A BRONZE U.S.C. AND G.S. STATION DISK, HOLDING THE
 LF1343'ORIGINAL POSITION.  IT IS 2.5 FEET E OF A STANDARD WITNESS POST,
 LF1343'25 FEET E OF A 10-INCH OAK TREE, AND 28 FEET SW OF ANOTHER
 LF1343'10-INCH OAK TREE.
 LF1343'
 LF1343'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF1343'POST, STAMPED NEMAHA MRC 1945 AND PROJECTS ABOUT 4 INCHES.
 LF1343'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1343'
 LF1343'REFERENCE MARK 1 IS 62.89 FEET NW OF THE STATION AND 38 FEET W OF
 LF1343'A 10-INCH OAK TREE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 LF1343'CONCRETE POST, STAMPED NEMAHA MRC NO 1 1945, AND PROJECTS ABOUT
 LF1343'4 INCHES.
 LF1343'
 LF1343'REFERENCE MARK 2 IS 51.25 FEET S OF THE STATION, ON THE S SLOPE OF
 LF1343'THE HILL.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 LF1343'POST, STAMPED NEMAHA MRC NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 LF1343'
 LF1343'STATION WHITE CLOUD WAS USED AS AN AZIMUTH MARK TO THIS STATION
 LF1343'AND IS ABOUT 1 MILE S ON THE KANSAS-NEBRASKA STATE LINE.  IT IS
 LF1343'A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST, STAMPED
 LF1343'WHITE CLOUD 1945.
 LF1343'
 LF1343'TO REACH THE STATION FROM THE POST OFFICE IN RESERVE, KANSAS, GO E
 LF1343'ON U.S. HIGHWAY 73 FOR 2.2 MILES TO A CURVE RIGHT AND A GRAVEL
 LF1343'ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 LF1343'4.9 MILES TO A CROSS ROAD, TURN RIGHT AND GO S 1 MILE TO
 LF1343'CROSSROADS, TURN LEFT AND GO 1.5 MILES TO ANOTHER CROSSROAD, TURN
 LF1343'LEFT AND GO N 2 MILES TO CROSSROAD, TURN RIGHT AND GO 3 MILES TO
 LF1343'ANOTHER CROSS ROAD, TURN N AND GO 0.85 MILE TO A T-ROAD
 LF1343'INTERSECTION AND A DIM FARM ROAD STRAIGHT AHEAD, CONTINUE
 LF1343'STRAIGHT AHEAD ON DIM ROAD AND GO 0.85 MILE TO AN OLD HOUSE AND A
 LF1343'WIRE GATE, PASS THROUGH GATE AND GO 0.25 MILE TO A WIRE GATE, PASS
 LF1343'THROUGH GATE AND GO 0.1 MILE TO ANOTHER GATE, PASS THROUGH
 LF1343'GATE AND FOLLOW TRAIL ALONG THE RIDGE 0.3 MILE TO THE HIGHEST
 LF1343'POINT AND STATION.
 LF1343'
 LF1343'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9489 ***********************************************************************
 DR9489  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9489  DESIGNATION -  NENC NEBRASKACITY CORS ARP
 DR9489  CORS_ID     -  NENC
 DR9489  PID         -  DR9489
 DR9489  STATE/COUNTY-  NE/OTOE
 DR9489  COUNTRY     -  US
 DR9489  USGS QUAD   -  NEBRASKA CITY NW (2017)
 DR9489
 DR9489                         *CURRENT SURVEY CONTROL
 DR9489  ______________________________________________________________________
 DR9489* NAD 83(2011) POSITION- 40 39 16.83617(N) 095 52 55.12547(W)   ADJUSTED
 DR9489* NAD 83(2011) ELLIP HT-   296.366 (meters)        (11/??/23)   ADJUSTED
 DR9489* NAD 83(2011) EPOCH   -  2010.00
 DR9489  ______________________________________________________________________
 DR9489  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 DR9489  NAD 83(2011) X  -   -496,604.963 (meters)                     COMP
 DR9489  NAD 83(2011) Y  - -4,820,374.146 (meters)                     COMP
 DR9489  NAD 83(2011) Z  -  4,133,598.776 (meters)                     COMP
 DR9489
 DR9489.Formal positional accuracy estimates are not available for this CORS
 DR9489.because its coordinates were determined in part using modeled
 DR9489.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9489.and ellipsoid height can be obtained from the short-term time series.
 DR9489.Additional information regarding modeled velocities is available on
 DR9489.the CORS Coordinates for MYCS2 web page:
 DR9489.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9489
 DR9489.The coordinates were established by GPS observations
 DR9489.and adjusted by the National Geodetic Survey in November 2023.
 DR9489
 DR9489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9489.been affixed to the stable North American Tectonic Plate. 
 DR9489
 DR9489.The coordinates are valid at the epoch date displayed above
 DR9489.which is a decimal equivalence of Year/Month/Day.
 DR9489
 DR9489.Due to the release of the International GNSS Service (IGS) 2014
 DR9489.realization of the International Terrestrial Reference Frame of 2014
 DR9489.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9489.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9489.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9489.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9489.currently published epoch of 2010.00.
 DR9489
 DR9489.Additional information on MYCS2 is available at
 DR9489.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9489
 DR9489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9489.GEOID18 height accuracy estimate available here.
 DR9489
 DR9489.The PID for the CORS L1 Phase Center is DR9490.
 DR9489
 DR9489.Click photographs - Photos may exist for this station.
 DR9489
 DR9489.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9489
 DR9489.The ellipsoidal height was determined by GPS observations
 DR9489.and is referenced to NAD 83.
 DR9489
 DR9489. The following values were computed from the NAD 83(2011) position.
 DR9489
 DR9489;                    North         East     Units Scale Factor Converg.
 DR9489;SPC NE       -    99,483.554   848,059.964   MT  0.99976802   +2 43 44.4
 DR9489;SPC NE       -   326,388.96  2,782,343.40   sFT  0.99976802   +2 43 44.4
 DR9489;UTM  15      - 4,504,418.215   256,344.821   MT  1.00033081   -1 52 42.7
 DR9489
 DR9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9489!SPC NE       -   0.99995351  x   0.99976802  =   0.99972154
 DR9489!UTM  15      -   0.99995351  x   1.00033081  =   1.00028431
 DR9489
 DR9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5634404418(NAD 83)
 DR9489
 DR9489                          SUPERSEDED SURVEY CONTROL
 DR9489
 DR9489.No superseded survey control is available for this station.
 DR9489
 DR9489_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR9489
 DR9489                          STATION DESCRIPTION
 DR9489
 DR9489'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DR9489'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR9489'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR9489'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR9489'https://geodesy.noaa.gov/CORS/data.shtml
 DR9489'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR9491 ***********************************************************************
 DR9491  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9491  DESIGNATION -  NENC NEBRASKACITY GRP
 DR9491  CORS_ID     -  NENC
 DR9491  PID         -  DR9491
 DR9491  STATE/COUNTY-  NE/OTOE
 DR9491  COUNTRY     -  US
 DR9491  USGS QUAD   -  NEBRASKA CITY NW (2017)
 DR9491
 DR9491                         *CURRENT SURVEY CONTROL
 DR9491  ______________________________________________________________________
 DR9491* NAD 83(2011) POSITION- 40 39 16.83617(N) 095 52 55.12547(W)   ADJUSTED
 DR9491* NAD 83(2011) ELLIP HT-   296.331 (meters)        (11/??/23)   ADJUSTED
 DR9491* NAD 83(2011) EPOCH   -  2010.00
 DR9491  ______________________________________________________________________
 DR9491  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 DR9491  NAD 83(2011) X  -   -496,604.960 (meters)                     COMP
 DR9491  NAD 83(2011) Y  - -4,820,374.119 (meters)                     COMP
 DR9491  NAD 83(2011) Z  -  4,133,598.753 (meters)                     COMP
 DR9491  LAPLACE CORR    -         -9.34  (seconds)                    DEFLEC18
 DR9491
 DR9491.Formal positional accuracy estimates are not available for this CORS
 DR9491.because its coordinates were determined in part using modeled
 DR9491.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR9491.and ellipsoid height can be obtained from the short-term time series.
 DR9491.Additional information regarding modeled velocities is available on
 DR9491.the CORS Coordinates for MYCS2 web page:
 DR9491.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR9491
 DR9491.The horizontal coordinates were established by GPS observations
 DR9491.and adjusted by the National Geodetic Survey in November 2023.
 DR9491
 DR9491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9491.been affixed to the stable North American Tectonic Plate. 
 DR9491
 DR9491.The horizontal coordinates are valid at the epoch date displayed above
 DR9491.which is a decimal equivalence of Year/Month/Day.
 DR9491
 DR9491.Due to the release of the International GNSS Service (IGS) 2014
 DR9491.realization of the International Terrestrial Reference Frame of 2014
 DR9491.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR9491.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR9491.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR9491.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR9491.currently published epoch of 2010.00.
 DR9491
 DR9491.Additional information on MYCS2 is available at
 DR9491.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR9491
 DR9491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9491.GEOID18 height accuracy estimate available here.
 DR9491
 DR9491.Click photographs - Photos may exist for this station.
 DR9491
 DR9491.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9491
 DR9491.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9491
 DR9491.The ellipsoidal height was determined by GPS observations
 DR9491.and is referenced to NAD 83.
 DR9491
 DR9491. The following values were computed from the NAD 83(2011) position.
 DR9491
 DR9491;                    North         East     Units Scale Factor Converg.
 DR9491;SPC NE       -    99,483.554   848,059.964   MT  0.99976802   +2 43 44.4
 DR9491;SPC NE       -   326,388.96  2,782,343.40   sFT  0.99976802   +2 43 44.4
 DR9491;UTM  15      - 4,504,418.215   256,344.821   MT  1.00033081   -1 52 42.7
 DR9491
 DR9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9491!SPC NE       -   0.99995352  x   0.99976802  =   0.99972155
 DR9491!UTM  15      -   0.99995352  x   1.00033081  =   1.00028431
 DR9491
 DR9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5634404418(NAD 83)
 DR9491
 DR9491                          SUPERSEDED SURVEY CONTROL
 DR9491
 DR9491.No superseded survey control is available for this station.
 DR9491
 DR9491_STAMPING: UNKNOWN
 DR9491
 DR9491                          STATION DESCRIPTION
 DR9491
 DR9491'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NENC'
 DR9491'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR9491'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR9491'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR9491'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR9491'   https://geodesy.noaa.gov/corsdata/station_log
 DR9491'   https://geodesy.noaa.gov/CORS
 DR9491'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0455 ***********************************************************************
 NO0455  DESIGNATION -  NENZEL
 NO0455  PID         -  NO0455
 NO0455  STATE/COUNTY-  NE/CHERRY
 NO0455  COUNTRY     -  US
 NO0455  USGS QUAD   -  CODY EAST (2017)
 NO0455
 NO0455                         *CURRENT SURVEY CONTROL
 NO0455  ______________________________________________________________________
 NO0455* NAD 83(1995) POSITION- 42 55 45.37147(N) 101 09 51.97003(W)   ADJUSTED
 NO0455* NAVD 88 ORTHO HEIGHT -   992.    (meters)     3255.    (feet) SCALED
 NO0455  ______________________________________________________________________
 NO0455  GEOID HEIGHT    -        -20.550 (meters)                     GEOID18
 NO0455  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 NO0455  HORZ ORDER      -  SECOND
 NO0455
 NO0455.The horizontal coordinates were established by classical geodetic methods
 NO0455.and adjusted by the National Geodetic Survey in August 1997.
 NO0455
 NO0455.The orthometric height was scaled from a topographic map.
 NO0455
 NO0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0455.GEOID18 height accuracy estimate available here.
 NO0455
 NO0455.Click photographs - Photos may exist for this station.
 NO0455
 NO0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0455
 NO0455. The following values were computed from the NAD 83(1995) position.
 NO0455
 NO0455;                    North         East     Units Scale Factor Converg.
 NO0455;SPC NE       -   344,403.908   404,947.801   MT  0.99996832   -0 46 18.0
 NO0455;SPC NE       - 1,129,931.82  1,328,566.24   sFT  0.99996832   -0 46 18.0
 NO0455;SPC SD S     -    66,543.252   532,155.973   MT  0.99997867   -0 34 24.0
 NO0455;SPC SD S     -   218,317.32  1,745,915.05   sFT  0.99997867   -0 34 24.0
 NO0455;UTM  14      - 4,755,233.174   323,375.050   MT  0.99998380   -1 28 28.4
 NO0455
 NO0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0455!SPC NE       -   0.99984762  x   0.99996832  =   0.99981594
 NO0455!SPC SD S     -   0.99984762  x   0.99997867  =   0.99982629
 NO0455!UTM  14      -   0.99984762  x   0.99998380  =   0.99983142
 NO0455
 NO0455:                Primary Azimuth Mark                     Grid Az
 NO0455:SPC NE       -  NENZEL AZ MK                             075 22 41.4
 NO0455:SPC SD S     -  NENZEL AZ MK                             075 10 47.4
 NO0455:UTM  14      -  NENZEL AZ MK                             076 04 51.8
 NO0455
 NO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2337555233(NAD 83)
 NO0455
 NO0455|---------------------------------------------------------------------|
 NO0455| PID    Reference Object                     Distance      Geod. Az  |
 NO0455|                                                           dddmmss.s |
 NO0455| CQ3592 NENZEL RM 1                           6.861 METERS 01059     |
 NO0455| CQ3591 NENZEL AZ MK                                       0743623.4 |
 NO0455| CQ3593 NENZEL RM 2                           6.825 METERS 12231     |
 NO0455| NO0454 CODY MUNICIPAL TANK                 APPROX. 6.8 KM 2770517.5 |
 NO0455|---------------------------------------------------------------------|
 NO0455
 NO0455                          SUPERSEDED SURVEY CONTROL
 NO0455
 NO0455  NAD 83(1986)-  42 55 45.36828(N)    101 09 51.97961(W) AD(       ) 2
 NO0455  NAD 27      -  42 55 45.34900(N)    101 09 50.43000(W) AD(       ) 2
 NO0455
 NO0455.Superseded values are not recommended for survey control.
 NO0455
 NO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0455.See file dsdata.pdf to determine how the superseded data were derived.
 NO0455
 NO0455_MARKER: DB = BENCH MARK DISK
 NO0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0455_STAMPING: NENZEL 1948
 NO0455_MARK LOGO: USGS
 NO0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0455+STABILITY: SURFACE MOTION
 NO0455
 NO0455  HISTORY     - Date     Condition        Report By
 NO0455  HISTORY     - 1948     MONUMENTED       USGS
 NO0455
 NO0455                          STATION DESCRIPTION
 NO0455
 NO0455'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0455'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF CODY AND ABOUT
 NO0455'3.25 MILES WEST OF NENZEL ON THE TOP OF A SAND HILL.  IT IS
 NO0455'ABOUT 0.1 OF A MILE SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 20,
 NO0455'30.0 FEET SOUTHEAST OF THE SOUTH EDGE OF A LARGE SAND BLOW-OUT
 NO0455'AND 5.0 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD U.S.G.S.
 NO0455'BENCH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 NO0455'POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED
 NO0455'NENZEL 1948.
 NO0455'
 NO0455'REFERENCE MARK NO. 1 IS LOCATED NORTH OF THE STATION ON A SMALL
 NO0455'RIDGE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 NO0455'15.0 FEET EAST OF THE EAST EDGE OF A LARGE SAND BLOW-OUT.  IT
 NO0455'PROJECTS 4 INCHES AND IS STAMPED NENZEL NO 1 1949.
 NO0455'
 NO0455'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST SLOPE OF THE
 NO0455'HILL AND IS ABOUT 3.5 FEET BELOW THE ELEVATION OF THE STATION.
 NO0455'IT PROJECTS 4 INCHES AND IS STAMPED NENZEL NO 2 1949.
 NO0455'
 NO0455'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 NO0455'IS 37.15 FEET.
 NO0455'
 NO0455'THE AZIMUTH MARK IS 68.6 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 NO0455'NO. 20, 2.3 FEET WEST OF A FENCE CORNER, AND 1.5 FEET WEST OF
 NO0455'A WITNESS POST, AND 0.5 OF A FOOT SOUTH OF A FENCE.  IT PROJECTS
 NO0455'7 INCHES AND IS STAMPED NENZEL 1949.
 NO0455'
 NO0455'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO WEST
 NO0455'ON U.S. HIGHWAY NO. 20 FOR 2.9 MILES AND THE AZIMUTH MARK ON
 NO0455'THE RIGHT AS DESCRIBED, CONTINUE WEST ON U.S. HIGHWAY NO. 20
 NO0455'FOR 0.25 OF A MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH
 NO0455'THIS WIRE GATE AND GO SOUTH ON A TRACK ROAD FOR 0.2 OF A MILE,
 NO0455'HERE TURN RIGHT OFF THE TRACK ROAD AND GO WEST AND NORTH ACROSS
 NO0455'A PASTURE FOR 0.1 OF A MILE TO THE SOUTH BASE OF A SAND HILL,
 NO0455'THEN PACK NORTH FOR ABOUT 50 YARDS TO THE TOP OF THE HILL AND
 NO0455'THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0436 ***********************************************************************
 MM0436  DESIGNATION -  NEWBERRY
 MM0436  PID         -  MM0436
 MM0436  STATE/COUNTY-  NE/MCPHERSON
 MM0436  COUNTRY     -  US
 MM0436  USGS QUAD   -  PULLEN RANCH (2017)
 MM0436
 MM0436                         *CURRENT SURVEY CONTROL
 MM0436  ______________________________________________________________________
 MM0436* NAD 83(1995) POSITION- 41 28 27.38523(N) 100 55 06.50397(W)   ADJUSTED
 MM0436* NAVD 88 ORTHO HEIGHT -  1032.16  (+/-2cm)     3386.3   (feet) VERTCON
 MM0436  ______________________________________________________________________
 MM0436  GEOID HEIGHT    -        -21.828 (meters)                     GEOID18
 MM0436  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 MM0436  HORZ ORDER      -  FIRST
 MM0436  VERT ORDER      -  THIRD ? (See Below)
 MM0436
 MM0436.The horizontal coordinates were established by classical geodetic methods
 MM0436.and adjusted by the National Geodetic Survey in August 1997.
 MM0436
 MM0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0436
 MM0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0436.GEOID18 height accuracy estimate available here.
 MM0436
 MM0436.The vertical order pertains to the NGVD 29 superseded value.
 MM0436
 MM0436.Click photographs - Photos may exist for this station.
 MM0436
 MM0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0436
 MM0436. The following values were computed from the NAD 83(1995) position.
 MM0436
 MM0436;                    North         East     Units Scale Factor Converg.
 MM0436;SPC NE       -   182,593.142   423,308.277   MT  0.99965875   -0 36 31.2
 MM0436;SPC NE       -   599,057.67  1,388,803.91   sFT  0.99965875   -0 36 31.2
 MM0436;UTM  14      - 4,593,184.610   339,811.816   MT  0.99991579   -1 16 15.0
 MM0436
 MM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0436!SPC NE       -   0.99984155  x   0.99965875  =   0.99950036
 MM0436!UTM  14      -   0.99984155  x   0.99991579  =   0.99975736
 MM0436
 MM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3981193184(NAD 83)
 MM0436
 MM0436|---------------------------------------------------------------------|
 MM0436| PID    Reference Object                     Distance      Geod. Az  |
 MM0436|                                                           dddmmss.s |
 MM0436| CO1922 NEWBERRY RM 1 AZIMUTH                30.017 METERS 04132     |
 MM0436| CO1923 NEWBERRY RM 2                                      15925     |
 MM0436| CO1924 NEWBERRY RM 3                        24.668 METERS 30129     |
 MM0436|---------------------------------------------------------------------|
 MM0436
 MM0436                          SUPERSEDED SURVEY CONTROL
 MM0436
 MM0436  NAD 83(1986)-  41 28 27.38773(N)    100 55 06.51139(W) AD(       ) 1
 MM0436  NAD 27      -  41 28 27.41000(N)    100 55 04.96200(W) AD(       ) 1
 MM0436  NGVD 29            1031.78   (m)         3385.1    (f) LEVELING    3  
 MM0436
 MM0436.Superseded values are not recommended for survey control.
 MM0436
 MM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0436.See file dsdata.pdf to determine how the superseded data were derived.
 MM0436
 MM0436_MARKER: DS = TRIANGULATION STATION DISK
 MM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0436_STAMPING: NEWBERRY 1933
 MM0436_MARK LOGO: CGS
 MM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0436+STABILITY: SURFACE MOTION
 MM0436
 MM0436  HISTORY     - Date     Condition        Report By
 MM0436  HISTORY     - 1933     MONUMENTED       CGS
 MM0436
 MM0436                          STATION DESCRIPTION
 MM0436
 MM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0436'ABOUT 6 MILES SOUTH-SOUTHEAST OF TRYON AND 2 MILES WEST OF U.S.
 MM0436'HIGHWAY 183 IN NORTHWEST QUARTER SEC. 5, T. 17 N., R. 31 W.,
 MM0436'ON PASTURE OF KAHOE RANCH.  LOCATED ON A PROMINENT HILL ABOUT
 MM0436'75 PACES NORTH OF EAST-AND-WEST FENCE LINE AND ABOUT 2 MILES
 MM0436'WEST OF U.S. HIGHWAY 183.
 MM0436'
 MM0436'REFERENCE MARK NO. 1 (AZIMUTH MARK) ABOUT 1 MILE NORTHEAST OF
 MM0436'STATION ON A SMALL HILL ABOUT 100 FEET SOUTH OF DIM ROAD.
 MM0436'
 MM0436'REFERENCE MARK NO. 2 ABOUT 38 PACES NORTH OF EAST-AND-WEST
 MM0436'FENCE LINE, NORTHEAST OF STATION.
 MM0436'
 MM0436'REFERENCE MARK NO. 3 ABOUT 82 PACES NORTH OF EAST-AND-WEST
 MM0436'FENCE LINE AND NORTHEAST OF STATION.
 MM0436'
 MM0436'STATION REACHED FROM TRYON BY GOING EAST ON U.S. HIGHWAY 183
 MM0436'FOR 3.7 MILES TURN SOUTH AND GO 4.2 MILES TO A RANCH ROAD
 MM0436'GOING WEST THROUGH A GROVE OF TREES.  FOLLOW WEST AND SOUTH
 MM0436'1.5 MILES TO SADLES HOUSE.  TURN SOUTH 0.55 MILE, TURN WEST
 MM0436'ALONG TRAIL ABOUT 50 YARDS.  STATION IS ON A HILL JUST TO THE
 MM0436'SOUTH OF THIS POINT.
 MM0436'
 MM0436'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 MM0436'IN SQUARE CONCRETE POSTS.
 MM0436'
 MM0436'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0363 ***********************************************************************
 NN0363  DESIGNATION -  NEWPORT
 NN0363  PID         -  NN0363
 NN0363  STATE/COUNTY-  NE/ROCK
 NN0363  COUNTRY     -  US
 NN0363  USGS QUAD   -  NEWPORT (2017)
 NN0363
 NN0363                         *CURRENT SURVEY CONTROL
 NN0363  ______________________________________________________________________
 NN0363* NAD 83(1995) POSITION- 42 36 26.56225(N) 099 20 07.93762(W)   ADJUSTED
 NN0363* NAD 83(1995) ELLIP HT-   672.897 (meters)        (06/27/02)   ADJUSTED
 NN0363* NAVD 88 ORTHO HEIGHT -   696.518 (meters)     2285.16  (feet) ADJUSTED
 NN0363  ______________________________________________________________________
 NN0363  GEOID HEIGHT    -        -23.668 (meters)                     GEOID18
 NN0363  NAD 83(1995) X  -   -762,752.936 (meters)                     COMP
 NN0363  NAD 83(1995) Y  - -4,639,807.270 (meters)                     COMP
 NN0363  NAD 83(1995) Z  -  4,295,956.970 (meters)                     COMP
 NN0363  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 NN0363  DYNAMIC HEIGHT  -        696.241 (meters)     2284.25  (feet) COMP
 NN0363  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 NN0363
 NN0363  HORZ ORDER      -  FIRST
 NN0363  VERT ORDER      -  FIRST     CLASS II
 NN0363  ELLP ORDER      -  FOURTH    CLASS I
 NN0363
 NN0363.The horizontal coordinates were established by classical geodetic methods
 NN0363.and adjusted by the National Geodetic Survey in August 1997.
 NN0363
 NN0363.The orthometric height was determined by differential leveling and
 NN0363.adjusted by the NATIONAL GEODETIC SURVEY
 NN0363.in June 1991.
 NN0363
 NN0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0363.GEOID18 height accuracy estimate available here.
 NN0363
 NN0363.Click photographs - Photos may exist for this station.
 NN0363
 NN0363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0363
 NN0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0363
 NN0363.The ellipsoidal height was determined by GPS observations
 NN0363.and is referenced to NAD 83.
 NN0363
 NN0363.The dynamic height is computed by dividing the NAVD 88
 NN0363.geopotential number by the normal gravity value computed on the
 NN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0363.degrees latitude (g = 980.6199 gals.).
 NN0363
 NN0363.The modeled gravity was interpolated from observed gravity values.
 NN0363
 NN0363. The following values were computed from the NAD 83(1995) position.
 NN0363
 NN0363;                    North         East     Units Scale Factor Converg.
 NN0363;SPC NE       -   308,218.401   554,515.494   MT  0.99984373   +0 26 25.2
 NN0363;SPC NE       - 1,011,213.20  1,819,272.92   sFT  0.99984373   +0 26 25.2
 NN0363;UTM  14      - 4,717,270.893   472,477.330   MT  0.99960932   -0 13 37.7
 NN0363
 NN0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0363!SPC NE       -   0.99989448  x   0.99984373  =   0.99973823
 NN0363!UTM  14      -   0.99989448  x   0.99960932  =   0.99950384
 NN0363
 NN0363:                Primary Azimuth Mark                     Grid Az
 NN0363:SPC NE       -  NEWPORT AZ MK                            154 23 04.8
 NN0363:UTM  14      -  NEWPORT AZ MK                            155 03 07.7
 NN0363
 NN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7247717270(NAD 83)
 NN0363
 NN0363|---------------------------------------------------------------------|
 NN0363| PID    Reference Object                     Distance      Geod. Az  |
 NN0363|                                                           dddmmss.s |
 NN0363| NN0364 NEWPORT RM 1                         58.034 METERS 02810     |
 NN0363| NN0725 STUART ECC S BONIFACII CATH CH      APPROX.15.9 KM 0921220.2 |
 NN0363| NN0724 STUART MUNICIPAL TANK               APPROX.15.8 KM 0931433.2 |
 NN0363| NN0708 ATKINSON MUNICIPAL TANK             APPROX.30.6 KM 1053428.3 |
 NN0363| NN0365 NEWPORT RM 2                         33.223 METERS 12330     |
 NN0363| NN0732 NEWPORT MUNICIPAL TANK              APPROX. 0.9 KM 1280619.1 |
 NN0363| NN0362 NEWPORT AZ MK                                      1544930.0 |
 NN0363| NN0731 NEWPORT STACK                       APPROX. 0.7 KM 1551050.9 |
 NN0363| NN0730 NEWPORT CATHOLIC CHURCH CROSS       APPROX. 0.8 KM 1695434.1 |
 NN0363| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX.16.3 KM 2585421.3 |
 NN0363| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX.16.7 KM 2603442.6 |
 NN0363| NN0781 BASSETT MUNICIPAL TANK              APPROX.16.7 KM 2622204.9 |
 NN0363|---------------------------------------------------------------------|
 NN0363
 NN0363                          SUPERSEDED SURVEY CONTROL
 NN0363
 NN0363  ELLIP H (08/18/97)  672.931  (m)                       GP(       ) 4 1
 NN0363  NAD 83(1986)-  42 36 26.56773(N)    099 20 07.94548(W) AD(       ) 1
 NN0363  NAD 27      -  42 36 26.56900(N)    099 20 06.55700(W) AD(       ) 1
 NN0363  NGVD 29 (??/??/92)  696.279  (m)         2284.38   (f) ADJ UNCH    1 2
 NN0363  NGVD 29             696.28   (m)         2284.4    (f) LEVELING    3  
 NN0363
 NN0363.Superseded values are not recommended for survey control.
 NN0363
 NN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0363.See file dsdata.pdf to determine how the superseded data were derived.
 NN0363
 NN0363_MARKER: DS = TRIANGULATION STATION DISK
 NN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0363_STAMPING: NEWPORT 1934
 NN0363_MARK LOGO: CGS
 NN0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0363+STABILITY: SURFACE MOTION
 NN0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0363+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2012
 NN0363
 NN0363  HISTORY     - Date     Condition        Report By
 NN0363  HISTORY     - 1934     MONUMENTED       CGS
 NN0363  HISTORY     - 1934     GOOD             CGS
 NN0363  HISTORY     - 1949     GOOD             CGS
 NN0363  HISTORY     - 19890504 GOOD             NGS
 NN0363  HISTORY     - 20121104 GOOD             GCT
 NN0363
 NN0363                          STATION DESCRIPTION
 NN0363
 NN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0363'STATION IS LOCATED IN SEC. 5, T. 30 N., R. 17 W., 0.1 MILE
 NN0363'SOUTH AND 0.4 MILE EAST OF THE NORTHWEST CORNER OF SEC. 5.  IT
 NN0363'IS ON THE HIGHEST BARE HILL IN THE VICINITY, 30 YARDS WEST AND
 NN0363'50 YARDS NORTH OF THE SOUTHWEST CORNER OF FENCE SURROUNDING
 NN0363'CEMENTERY.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 NN0363'
 NN0363'TO REACH STATION FROM THE SHELL GAS STATION ON THE WEST EDGE OF
 NN0363'NEWPORT (WHERE U.S. HIGHWAY 20 TURNS SOUTH), PROCEED NORTH FOR
 NN0363'0.45 MILE TO TAKE-DOWN FENCE ON THE WEST.  PASS THROUGH AND
 NN0363'FOLLOW FENCE WEST TO THE CORNER.  THEN GO 180 FEET NORTHWEST TO
 NN0363'TOP OF HILL AND STATION.
 NN0363'
 NN0363'REFERENCE MARK NO. 1 IS IN WEST FENCE OF NEWPORT
 NN0363'CEMENTERY, 27 FEET WEST-NORTHWEST OF TOMBSTONE OF J.L. RICHARDSON,
 NN0363'ON CREST OF HIGHEST HILL WEST OF CEMETERY AND PROJECTS 4 INCHES
 NN0363'ABOVE GROUND.  IT IS IN SEC. 5, T. 30 N., R. 17 W.
 NN0363'
 NN0363'REFERENCE MARK NO. 2 IS IN WEST FENCE OF NEWPORT
 NN0363'CEMETERY AND 70 FEET NORTH OF THE SOUTHWEST FENCE CORNER.  IT IS
 NN0363'WEST OF TOMBSTONE MARKED FARR, PROJECTS 6 INCHES ABOVE GROUND
 NN0363'AND IS IN SEC. 5, T 30 N., R. 17 W.
 NN0363'
 NN0363'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION,
 NN0363'NORTHWEST OF THE NORTHWEST CORNER OF BRICK SCHOOL BUILDING.  IT
 NN0363'IS IN FENCE LINE, 6 FEET EAST OF FENCE CORNER, AND PROJECTS 5
 NN0363'INCHES ABOVE GROUND.  TO REACH FROM STATION GO SOUTH TO WHERE
 NN0363'U.S. HIGHWAY 20 TURNS SOUTH IN NEWPORT, TURN LEFT (EAST) AND
 NN0363'GO TO GATE ENTERING SCHOOLYARD PASS THROUGH YARD TO BACK OF
 NN0363'SCHOOL, FENCE CORNER AND MARK.
 NN0363'
 NN0363'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0363
 NN0363                          STATION RECOVERY (1934)
 NN0363
 NN0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NN0363'0.3 MI W FROM NEWPORT.
 NN0363'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT NEWPORT,
 NN0363'ROCK COUNTY, THENCE 0.4 MILE NORTH AND 0.1 MILE WEST ALONG
 NN0363'GRADED DIRT ROADS, ON THE TOP OF A SMALL KNOLL, JUST WEST OF THE
 NN0363'NEWPORT CEMETERY, 92 FEET WEST OF THE FENCE ALONG THE WEST SIDE
 NN0363'OF THE CEMETERY, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 NN0363'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED NEWPORT
 NN0363'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 NN0363'ABOVE GROUND.
 NN0363
 NN0363                          STATION RECOVERY (1949)
 NN0363
 NN0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0363'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0363'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NN0363'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0363'
 NN0363'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE CENTER OF
 NN0363'NEWPORT AND ABOUT 0.4 MILE NORTH-NORTHWEST OF THE SCHOOL HOUSE,
 NN0363'ON THE TOP OF A PROMINENT SAND HILL IN A PASTURE JUST WEST OF
 NN0363'THE CEMETERY.  IT IS 92 FEET WEST OF THE NORTH-SOUTH FENCE LINE ON
 NN0363'THE WEST SIDE OF THE CEMETERY AND 2 FEET NORTH OF WITNESS POST.
 NN0363'IT IS STAMPED NEWPORT 1934 AND PROJECTS 8 INCHES.
 NN0363'
 NN0363'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET ON THE
 NN0363'HIGH POINT OF A SMALL SAND HILL, 1 FOOT SOUTH OF WITNESS POST
 NN0363'AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE AROUND CEMETERY.  IT
 NN0363'IS STAMPED NEWPORT NO 1 1934 AND PROJECTS 2 INCHES.
 NN0363'
 NN0363'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 1-1/2
 NN0363'SOUTH OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE
 NN0363'AROUND CEMETERY.  IT IS STAMPED NEWPORT NO 2 1934 AND PROJECTS 3
 NN0363'INCHES.
 NN0363'
 NN0363'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTHEAST OF THE STATION,
 NN0363'SET IN THE NORTHWEST CORNER OF THE SCHOOL YARD, 6 FEET EAST OF
 NN0363'FENCE LINE INTERSECTION, 1-1/2 FEET NORTH OF WITNESS POST AND
 NN0363'ABOUT 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 NN0363'HOUSE.  IT IS STAMPED NEWPORT AZI 1934 AND PROJECTS 6 INCHES.
 NN0363'
 NN0363'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF THE
 NN0363'POST OFFICE IN NEWPORT, GO WEST FOR 0.3 MILE TO BRICK SCHOOL
 NN0363'HOUSE ON THE RIGHT, (AZIMUTH MARK IN THE NORTHWEST CORNER OF
 NN0363'SCHOOL YARD AS DECRIBED), CONTINUE WEST FOR 0.05 MILE TO
 NN0363'CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.35 MILE, TAKE FENCE LINE
 NN0363'DOWN ON LEFT AND GO NORTHWEST ACROSS PASTURE TO THE SOUTHWEST
 NN0363'CORNER OF CEMETERY, CONTINUE NORTHWEST TO TOP OF HILL AND
 NN0363'STATION AS DESCRIBED.
 NN0363'
 NN0363'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET.
 NN0363'
 NN0363'A 4 FOOT SIGNAL AT STATION BUTLER IS VISIBLE AT 15 FEET.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 37 FEET.
 NN0363'
 NN0363'AN 87 FOOT SIGNAL AT STATION BENCH MARK W 219 IS VISIBLE AT
 NN0363'37 FEET.
 NN0363'
 NN0363'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 4 FEET.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 10 FEET.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION KRAMER IS VISIBLE AT 4 FEET.
 NN0363
 NN0363                          STATION RECOVERY (1989)
 NN0363
 NN0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0363'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTHWEST OF NEWPORT, ON
 NN0363'THE TOP OF A PROMINENT SAND HILL IN A PASTURE JUST WEST OF THE NEWPORT
 NN0363'CEMETERY.  ONWERSHIP--UNKNOWN.
 NN0363'TO REACH THE STATION FROM THE U.S. POST OFFICE IN NEWPORT, GO WEST
 NN0363'ALONG A GRAVEL ROAD FOR 0.48 KM (0.30 MI)  TO A CROSSROAD.  TURN LEFT
 NN0363'AND GO NORTH FOR 0.6 KM (0.35 MI) ALONG A GRADED ROAD TO A ROAD LEFT.
 NN0363'BEAR LEFT AND GO NORTHWESTERLY ON THE CEMETERY ENTRANCE ROAD FOR 0.16
 NN0363'KM (0.10 MI) TO A GATE.  PASS THROUGH GATE, THEN BEAR LEFT TO THE WEST
 NN0363'SIDE OF THE CEMETERY AND THE STATION.
 NN0363'THE STATION IS 28.4 M (93.2 FT) WEST OF THE WEST FENCELINE OF THE
 NN0363'CEMETERY AND PROJECTS ABOUT 20 CM ABOVE THE SURFACE OF A SANDY KNOLL.
 NN0363'DESCRIBED BY G.F.SMITH, TYPED BY R.D.BALL.
 NN0363
 NN0363                          STATION RECOVERY (2012)
 NN0363
 NN0363'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0363'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0362 ***********************************************************************
 NN0362  DESIGNATION -  NEWPORT AZ MK
 NN0362  PID         -  NN0362
 NN0362  STATE/COUNTY-  NE/ROCK
 NN0362  COUNTRY     -  US
 NN0362  USGS QUAD   -  NEWPORT (2017)
 NN0362
 NN0362                         *CURRENT SURVEY CONTROL
 NN0362  ______________________________________________________________________
 NN0362* NAD 83(1986) POSITION- 42 36 09.     (N) 099 19 55.     (W)   SCALED
 NN0362* NAVD 88 ORTHO HEIGHT -   680.855 (meters)     2233.77  (feet) ADJUSTED
 NN0362  ______________________________________________________________________
 NN0362  GEOID HEIGHT    -        -23.661 (meters)                     GEOID18
 NN0362  DYNAMIC HEIGHT  -        680.584 (meters)     2232.88  (feet) COMP
 NN0362  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 NN0362
 NN0362  VERT ORDER      -  FIRST     CLASS II
 NN0362
 NN0362.The horizontal coordinates were scaled from a map and have
 NN0362.an estimated accuracy of +/- 6 seconds.
 NN0362
 NN0362.The orthometric height was determined by differential leveling and
 NN0362.adjusted by the NATIONAL GEODETIC SURVEY
 NN0362.in June 1991.
 NN0362
 NN0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0362.GEOID18 height accuracy estimate available here.
 NN0362
 NN0362.Click photographs - Photos may exist for this station.
 NN0362
 NN0362.The dynamic height is computed by dividing the NAVD 88
 NN0362.geopotential number by the normal gravity value computed on the
 NN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0362.degrees latitude (g = 980.6199 gals.).
 NN0362
 NN0362.The modeled gravity was interpolated from observed gravity values.
 NN0362
 NN0362;                    North         East    Units  Estimated Accuracy
 NN0362;SPC NE       -   307,680.      554,820.      MT  (+/- 180 meters Scaled)
 NN0362
 NN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN727167(NAD 83)
 NN0362
 NN0362                          SUPERSEDED SURVEY CONTROL
 NN0362
 NN0362  NGVD 29 (??/??/92)  680.616  (m)         2232.99   (f) ADJ UNCH    1 2
 NN0362
 NN0362.Superseded values are not recommended for survey control.
 NN0362
 NN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0362.See file dsdata.pdf to determine how the superseded data were derived.
 NN0362
 NN0362_MARKER: DR = REFERENCE MARK DISK
 NN0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0362_STAMPING: NEWPORT AZI 1934
 NN0362_MARK LOGO: CGS
 NN0362_PROJECTION: PROJECTING 13 CENTIMETERS
 NN0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0362+STABILITY: SURFACE MOTION
 NN0362
 NN0362  HISTORY     - Date     Condition        Report By
 NN0362  HISTORY     - 1934     MONUMENTED       CGS
 NN0362
 NN0362                          STATION DESCRIPTION
 NN0362
 NN0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0362'AT NEWPORT.
 NN0362'AT NEWPORT, ROCK COUNTY, AT THE PUBLIC SCHOOL, 154 FEET
 NN0362'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE,
 NN0362'4 FEET EAST OF A FENCE CORNER, 3 FEET NORTHEAST OF A 14-INCH
 NN0362'COTTONWOOD TREE, 0.5 FOOT NORTH OF A FENCE, AND 1 FOOT NORTH
 NN0362'OF A WHITE WOODEN WITNESS POST, A STANDARD REFERENCE-MARK DISK,
 NN0362'STAMPED NEWPORT AZI 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0362'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0730 ***********************************************************************
 NN0730  DESIGNATION -  NEWPORT CATHOLIC CHURCH CROSS
 NN0730  PID         -  NN0730
 NN0730  STATE/COUNTY-  NE/ROCK
 NN0730  COUNTRY     -  US
 NN0730  USGS QUAD   -  NEWPORT (2017)
 NN0730
 NN0730                         *CURRENT SURVEY CONTROL
 NN0730  ______________________________________________________________________
 NN0730* NAD 83(1995) POSITION- 42 36 00.93017(N) 099 20 01.76342(W)   ADJUSTED
 NN0730  ______________________________________________________________________
 NN0730  GEOID HEIGHT    -        -23.652 (meters)                     GEOID18
 NN0730  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 NN0730  HORZ ORDER      -  THIRD
 NN0730
 NN0730.The horizontal coordinates were established by classical geodetic methods
 NN0730.and adjusted by the National Geodetic Survey in August 1997.
 NN0730
 NN0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0730.GEOID18 height accuracy estimate available here.
 NN0730
 NN0730.Click photographs - Photos may exist for this station.
 NN0730
 NN0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0730
 NN0730. The following values were computed from the NAD 83(1995) position.
 NN0730
 NN0730;                    North         East     Units Scale Factor Converg.
 NN0730;SPC NE       -   307,428.704   554,662.296   MT  0.99984134   +0 26 29.3
 NN0730;SPC NE       - 1,008,622.34  1,819,754.55   sFT  0.99984134   +0 26 29.3
 NN0730;UTM  14      - 4,716,479.724   472,614.890   MT  0.99960923   -0 13 33.5
 NN0730
 NN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7261416479(NAD 83)
 NN0730
 NN0730                          SUPERSEDED SURVEY CONTROL
 NN0730
 NN0730  NAD 83(1986)-  42 36 00.93624(N)    099 20 01.77076(W) AD(       ) 3
 NN0730  NAD 27      -  42 36 00.94000(N)    099 20 00.38000(W) AD(       ) 3
 NN0730
 NN0730.Superseded values are not recommended for survey control.
 NN0730
 NN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0730.See file dsdata.pdf to determine how the superseded data were derived.
 NN0730
 NN0730_MARKER: 91 = CHURCH CROSS
 NN0730
 NN0730  HISTORY     - Date     Condition        Report By
 NN0730  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0730
 NN0730                          STATION DESCRIPTION
 NN0730
 NN0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0730'POINT OBSERVED UPON IS TIP OF SMALL SPIRE OF WHITE FRAME
 NN0730'CATHOLIC CHURCH ON EAST EDGE OF TOWN OF NEWPORT JUST SOUTHWEST
 NN0730'OF WHERE U.S. HIGHWAY 20 TURNS SOUTH.
 NN0730'
 NN0730'OBSERVED UPON FROM TRIANGULATION STATIONS LAMB AND NEWPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0732 ***********************************************************************
 NN0732  DESIGNATION -  NEWPORT MUNICIPAL TANK
 NN0732  PID         -  NN0732
 NN0732  STATE/COUNTY-  NE/ROCK
 NN0732  COUNTRY     -  US
 NN0732  USGS QUAD   -  NEWPORT (2017)
 NN0732
 NN0732                         *CURRENT SURVEY CONTROL
 NN0732  ______________________________________________________________________
 NN0732* NAD 83(1995) POSITION- 42 36 08.50469(N) 099 19 36.77207(W)   ADJUSTED
 NN0732  ______________________________________________________________________
 NN0732  GEOID HEIGHT    -        -23.669 (meters)                     GEOID18
 NN0732  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 NN0732  HORZ ORDER      -  THIRD
 NN0732
 NN0732.The horizontal coordinates were established by classical geodetic methods
 NN0732.and adjusted by the National Geodetic Survey in August 1997.
 NN0732
 NN0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0732.GEOID18 height accuracy estimate available here.
 NN0732
 NN0732.Click photographs - Photos may exist for this station.
 NN0732
 NN0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0732
 NN0732. The following values were computed from the NAD 83(1995) position.
 NN0732
 NN0732;                    North         East     Units Scale Factor Converg.
 NN0732;SPC NE       -   307,666.799   555,230.085   MT  0.99984205   +0 26 45.9
 NN0732;SPC NE       - 1,009,403.49  1,821,617.37   sFT  0.99984205   +0 26 45.9
 NN0732;UTM  14      - 4,716,711.135   473,185.282   MT  0.99960885   -0 13 16.6
 NN0732
 NN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7318516711(NAD 83)
 NN0732
 NN0732                          SUPERSEDED SURVEY CONTROL
 NN0732
 NN0732  NAD 83(1986)-  42 36 08.51087(N)    099 19 36.77965(W) AD(       ) 3
 NN0732  NAD 27      -  42 36 08.51100(N)    099 19 35.39000(W) AD(       ) 3
 NN0732
 NN0732.Superseded values are not recommended for survey control.
 NN0732
 NN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0732.See file dsdata.pdf to determine how the superseded data were derived.
 NN0732
 NN0732_MARKER: 53 = ELEVATED TANK
 NN0732
 NN0732  HISTORY     - Date     Condition        Report By
 NN0732  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0732  HISTORY     - 1949     GOOD             CGS
 NN0732
 NN0732                          STATION DESCRIPTION
 NN0732
 NN0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0732'POINT OBSERVED UPON IS FINIAL OF BLACK WATER TANK (MUNICIPAL)
 NN0732'LOCATED ON THE NORTHEAST SIDE OF TOWN ON A SLIGHT RISE.  TANK
 NN0732'IS IN TOWN OF NEWPORT, COUNTY OF ROCK, AND IS APPROXIMATELY
 NN0732'130 FEET HIGH.
 NN0732'
 NN0732'OBSERVED UPON FROM STATIONS NEWPORT, BASSETT, SPRING, KIRKWOOD,
 NN0732'BLAINE, SELDEN, LAMB, AND SIMPSON.
 NN0732
 NN0732                          STATION RECOVERY (1949)
 NN0732
 NN0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0732'THE STATION IS LOCATED IN THE TOWN OF NEWPORT, ONE BLOCK NORTH
 NN0732'OF THE CENTER OF THE BUSINESS DISTRICT, AND 120 FEET EAST OF THE
 NN0732'CENTER OF A GRADED STREET.
 NN0732'
 NN0732'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL ROOF
 NN0732'WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR LEGGED STEEL
 NN0732'TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 NN0732'
 NN0732'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0364 ***********************************************************************
 NN0364  DESIGNATION -  NEWPORT RM 1
 NN0364  PID         -  NN0364
 NN0364  STATE/COUNTY-  NE/ROCK
 NN0364  COUNTRY     -  US
 NN0364  USGS QUAD   -  NEWPORT (2017)
 NN0364
 NN0364                         *CURRENT SURVEY CONTROL
 NN0364  ______________________________________________________________________
 NN0364* NAD 83(1986) POSITION- 42 36 28.22   (N) 099 20 06.74   (W)   HD_HELD1
 NN0364* NAVD 88 ORTHO HEIGHT -   695.771 (meters)     2282.71  (feet) ADJUSTED
 NN0364  ______________________________________________________________________
 NN0364  GEOID HEIGHT    -        -23.670 (meters)                     GEOID18
 NN0364  DYNAMIC HEIGHT  -        695.494 (meters)     2281.80  (feet) COMP
 NN0364  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 NN0364
 NN0364  VERT ORDER      -  FIRST     CLASS II
 NN0364
 NN0364.The horizontal coordinates were determined by differentially corrected
 NN0364.hand held GPS observations or other comparable positioning techniques
 NN0364.and have an estimated accuracy of +/- 3 meters.
 NN0364
 NN0364.The orthometric height was determined by differential leveling and
 NN0364.adjusted by the NATIONAL GEODETIC SURVEY
 NN0364.in June 1991.
 NN0364
 NN0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0364.GEOID18 height accuracy estimate available here.
 NN0364
 NN0364.Click photographs - Photos may exist for this station.
 NN0364
 NN0364.The dynamic height is computed by dividing the NAVD 88
 NN0364.geopotential number by the normal gravity value computed on the
 NN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0364.degrees latitude (g = 980.6199 gals.).
 NN0364
 NN0364.The modeled gravity was interpolated from observed gravity values.
 NN0364
 NN0364;                    North         East    Units  Estimated Accuracy
 NN0364;SPC NE       -   308,269.8     554,542.4     MT  (+/- 3 meters HH1 GPS) 
 NN0364
 NN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7250417321(NAD 83)
 NN0364
 NN0364                          SUPERSEDED SURVEY CONTROL
 NN0364
 NN0364  NGVD 29 (??/??/92)  695.532  (m)         2281.92   (f) ADJ UNCH    1 2
 NN0364
 NN0364.Superseded values are not recommended for survey control.
 NN0364
 NN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0364.See file dsdata.pdf to determine how the superseded data were derived.
 NN0364
 NN0364_MARKER: DR = REFERENCE MARK DISK
 NN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0364_STAMPING: NEWPORT NO 1 1934
 NN0364_MARK LOGO: CGS
 NN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0364+STABILITY: SURFACE MOTION
 NN0364
 NN0364  HISTORY     - Date     Condition        Report By
 NN0364  HISTORY     - 1934     MONUMENTED       CGS
 NN0364
 NN0364                          STATION DESCRIPTION
 NN0364
 NN0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0364'0.3 MI W FROM NEWPORT.
 NN0364'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0364'NEWPORT, ROCK COUNTY, THENCE 0.4 MILE NORTH AND 0.1 MILE WEST
 NN0364'ALONG GRADED DIRT ROADS, AT THE WEST SIDE OF THE NEWPORT
 NN0364'CEMETERY, 27 FEET WEST OF THE TOMBSTONE OF R.L. RICHARDSON,
 NN0364'1 FOOT WEST OF THE WEST FENCE OF THE CEMETERY, AND 1 FOOT SOUTH
 NN0364'OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 NN0364'DISK, STAMPED NEWPORT NO 1 1934 AND SET IN THE TOP OF A CONCRETE
 NN0364'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0365 ***********************************************************************
 NN0365  DESIGNATION -  NEWPORT RM 2
 NN0365  PID         -  NN0365
 NN0365  STATE/COUNTY-  NE/ROCK
 NN0365  COUNTRY     -  US
 NN0365  USGS QUAD   -  NEWPORT (2017)
 NN0365
 NN0365                         *CURRENT SURVEY CONTROL
 NN0365  ______________________________________________________________________
 NN0365* NAD 83(1986) POSITION- 42 36 25.97   (N) 099 20 06.72   (W)   HD_HELD1
 NN0365* NAVD 88 ORTHO HEIGHT -   695.080 (meters)     2280.44  (feet) ADJUSTED
 NN0365  ______________________________________________________________________
 NN0365  GEOID HEIGHT    -        -23.668 (meters)                     GEOID18
 NN0365  DYNAMIC HEIGHT  -        694.803 (meters)     2279.53  (feet) COMP
 NN0365  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 NN0365
 NN0365  VERT ORDER      -  FIRST     CLASS II
 NN0365
 NN0365.The horizontal coordinates were determined by differentially corrected
 NN0365.hand held GPS observations or other comparable positioning techniques
 NN0365.and have an estimated accuracy of +/- 3 meters.
 NN0365
 NN0365.The orthometric height was determined by differential leveling and
 NN0365.adjusted by the NATIONAL GEODETIC SURVEY
 NN0365.in June 1991.
 NN0365
 NN0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0365.GEOID18 height accuracy estimate available here.
 NN0365
 NN0365.Click photographs - Photos may exist for this station.
 NN0365
 NN0365.The dynamic height is computed by dividing the NAVD 88
 NN0365.geopotential number by the normal gravity value computed on the
 NN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0365.degrees latitude (g = 980.6199 gals.).
 NN0365
 NN0365.The modeled gravity was interpolated from observed gravity values.
 NN0365
 NN0365;                    North         East    Units  Estimated Accuracy
 NN0365;SPC NE       -   308,200.3     554,543.4     MT  (+/- 3 meters HH1 GPS) 
 NN0365
 NN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7250517252(NAD 83)
 NN0365
 NN0365                          SUPERSEDED SURVEY CONTROL
 NN0365
 NN0365  NGVD 29 (??/??/92)  694.841  (m)         2279.66   (f) ADJ UNCH    1 2
 NN0365
 NN0365.Superseded values are not recommended for survey control.
 NN0365
 NN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0365.See file dsdata.pdf to determine how the superseded data were derived.
 NN0365
 NN0365_MARKER: DR = REFERENCE MARK DISK
 NN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0365_STAMPING: NEWPORT NO 2 1934
 NN0365_MARK LOGO: CGS
 NN0365_PROJECTION: FLUSH
 NN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0365+STABILITY: SURFACE MOTION
 NN0365
 NN0365  HISTORY     - Date     Condition        Report By
 NN0365  HISTORY     - 1934     MONUMENTED       CGS
 NN0365
 NN0365                          STATION DESCRIPTION
 NN0365
 NN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0365'0.3 MI W FROM NEWPORT.
 NN0365'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0365'NEWPORT ROCK COUNTY, THENCE 0.4 MILE NORTH AND 0.1 MILE WEST
 NN0365'ALONG GRADED DIRT ROADS, AT THE WEST SIDE OF THE NEWPORT CEMETERY,
 NN0365'74 FEET NORTH OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 NN0365'CEMETERY, 34.6 FEET WEST OF THE FARR TOMBSTONE MARKER, 7.3 FEET
 NN0365'SOUTHWEST OF A 12-INCH CEDAR TREE, 1 FOOT WEST OF A FENCE, AND
 NN0365'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 NN0365'REFERENCE-MARK DISK, STAMPED NEWPORT NO 2 1934 AND SET IN THE
 NN0365'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0731 ***********************************************************************
 NN0731  DESIGNATION -  NEWPORT STACK
 NN0731  PID         -  NN0731
 NN0731  STATE/COUNTY-  NE/ROCK
 NN0731  COUNTRY     -  US
 NN0731  USGS QUAD   -  NEWPORT (2017)
 NN0731
 NN0731                         *CURRENT SURVEY CONTROL
 NN0731  ______________________________________________________________________
 NN0731* NAD 83(1995) POSITION- 42 36 07.00775(N) 099 19 55.69644(W)   ADJUSTED
 NN0731  ______________________________________________________________________
 NN0731  GEOID HEIGHT    -        -23.659 (meters)                     GEOID18
 NN0731  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 NN0731  HORZ ORDER      -  THIRD
 NN0731
 NN0731.The horizontal coordinates were established by classical geodetic methods
 NN0731.and adjusted by the National Geodetic Survey in August 1997.
 NN0731
 NN0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0731.GEOID18 height accuracy estimate available here.
 NN0731
 NN0731.Click photographs - Photos may exist for this station.
 NN0731
 NN0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0731
 NN0731. The following values were computed from the NAD 83(1995) position.
 NN0731
 NN0731;                    North         East     Units Scale Factor Converg.
 NN0731;SPC NE       -   307,617.272   554,799.127   MT  0.99984191   +0 26 33.3
 NN0731;SPC NE       - 1,009,241.00  1,820,203.47   sFT  0.99984191   +0 26 33.3
 NN0731;UTM  14      - 4,716,666.641   472,753.877   MT  0.99960913   -0 13 29.4
 NN0731
 NN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7275316666(NAD 83)
 NN0731
 NN0731                          SUPERSEDED SURVEY CONTROL
 NN0731
 NN0731  NAD 83(1986)-  42 36 07.01416(N)    099 19 55.70400(W) AD(       ) 3
 NN0731  NAD 27      -  42 36 07.01600(N)    099 19 54.31600(W) AD(       ) 3
 NN0731
 NN0731.Superseded values are not recommended for survey control.
 NN0731
 NN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0731.See file dsdata.pdf to determine how the superseded data were derived.
 NN0731
 NN0731_MARKER: 63 = STACK
 NN0731
 NN0731  HISTORY     - Date     Condition        Report By
 NN0731  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0731
 NN0731                          STATION DESCRIPTION
 NN0731
 NN0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0731'POINT OBSERVED UPON IS CENTER OF BLACK STACK ON NORTH SIDE OF
 NN0731'PUBLIC SCHOOL BRICK BUILDING ON EAST SIDE OF NEWPORT, JUST
 NN0731'NORTHEAST OF U.S. HIGHWAY 20.
 NN0731'
 NN0731'OBSERVED FROM TRIANGULATION STATIONS LAMB AND NEWPORT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1745 ***********************************************************************
 NM1745  DESIGNATION -  NIELSEN
 NM1745  PID         -  NM1745
 NM1745  STATE/COUNTY-  NE/CEDAR
 NM1745  COUNTRY     -  US
 NM1745  USGS QUAD   -  OBERT (2017)
 NM1745
 NM1745                         *CURRENT SURVEY CONTROL
 NM1745  ______________________________________________________________________
 NM1745* NAD 83(1995) POSITION- 42 38 52.05710(N) 097 02 52.35531(W)   ADJUSTED
 NM1745* NAVD 88 ORTHO HEIGHT -   497.    (meters)     1631.    (feet) SCALED
 NM1745  ______________________________________________________________________
 NM1745  GEOID HEIGHT    -        -25.468 (meters)                     GEOID18
 NM1745  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 NM1745  HORZ ORDER      -  FIRST
 NM1745
 NM1745.The horizontal coordinates were established by classical geodetic methods
 NM1745.and adjusted by the National Geodetic Survey in August 1997.
 NM1745
 NM1745.The orthometric height was scaled from a topographic map.
 NM1745
 NM1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1745.GEOID18 height accuracy estimate available here.
 NM1745
 NM1745.Click photographs - Photos may exist for this station.
 NM1745
 NM1745.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1745
 NM1745. The following values were computed from the NAD 83(1995) position.
 NM1745
 NM1745;                    North         East     Units Scale Factor Converg.
 NM1745;SPC NE       -   316,629.869   742,007.847   MT  0.99985761   +1 57 22.9
 NM1745;SPC NE       - 1,038,809.83  2,434,404.08   sFT  0.99985761   +1 57 22.9
 NM1745;UTM  14      - 4,723,551.343   660,022.755   MT  0.99991505   +1 19 22.2
 NM1745
 NM1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1745!SPC NE       -   0.99992602  x   0.99985761  =   0.99978364
 NM1745!UTM  14      -   0.99992602  x   0.99991505  =   0.99984108
 NM1745
 NM1745:                Primary Azimuth Mark                     Grid Az
 NM1745:SPC NE       -  NIELSEN AZ MK RESET                      045 15 21.1
 NM1745:UTM  14      -  NIELSEN AZ MK RESET                      045 53 21.8
 NM1745
 NM1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6002223551(NAD 83)
 NM1745
 NM1745|---------------------------------------------------------------------|
 NM1745| PID    Reference Object                     Distance      Geod. Az  |
 NM1745|                                                           dddmmss.s |
 NM1745| NM1853 VERMILLION TANK                     APPROX.17.2 KM 0330303.1 |
 NM1745| NM1852 VERMILLION UNIV OF S DAK TK         APPROX.18.2 KM 0334118.0 |
 NM1745| CQ5946 NIELSEN RM 1                         35.870 METERS 03947     |
 NM1745| CQ5945 NIELSEN AZ MK RESET                                0471244.0 |
 NM1745| CQ5944 NIELSEN AZ MK                                      0472956.0 |
 NM1745| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.18.8 KM 2604433.0 |
 NM1745| CQ5947 NIELSEN RM 2                         34.622 METERS 32353     |
 NM1745| NM1858 GAYVILLE TANK                       APPROX.28.7 KM 3390252.4 |
 NM1745| NM1859 VOLIN TANK                          APPROX.36.0 KM 3422323.2 |
 NM1745|---------------------------------------------------------------------|
 NM1745
 NM1745                          SUPERSEDED SURVEY CONTROL
 NM1745
 NM1745  NAD 83(1986)-  42 38 52.06268(N)    097 02 52.34762(W) AD(       ) 1
 NM1745  NAD 27      -  42 38 52.06500(N)    097 02 51.17900(W) AD(       ) 1
 NM1745
 NM1745.Superseded values are not recommended for survey control.
 NM1745
 NM1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1745.See file dsdata.pdf to determine how the superseded data were derived.
 NM1745
 NM1745_MARKER: DS = TRIANGULATION STATION DISK
 NM1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1745_STAMPING: NIELSEN 1935
 NM1745_MARK LOGO: CGS
 NM1745_PROJECTION: RECESSED 25 CENTIMETERS
 NM1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1745+STABILITY: SURFACE MOTION
 NM1745
 NM1745  HISTORY     - Date     Condition        Report By
 NM1745  HISTORY     - 1935     MONUMENTED       CGS
 NM1745  HISTORY     - 1961     GOOD             CGS
 NM1745  HISTORY     - 1961     GOOD             CGS
 NM1745
 NM1745                          STATION DESCRIPTION
 NM1745
 NM1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1745'STATION IS LOCATED ABOUT 11-1/2 MILES EAST OF HARTINGTON, 3
 NM1745'MILES SOUTH OF OBERT IN THE SOUTHWEST QUARTER SEC. 23, T.
 NM1745'31 N., R. 3 E., IN A CULTIVATED FIELD, ON LAND OWNED BY
 NM1745'MR. NIELSEN.
 NM1745'
 NM1745'TO REACH FROM OBERT (MAIN STREET), GO SOUTH ON GRADED ROAD
 NM1745'FOR 3.5 MILES TO CROSS ROAD, THENCE WEST 0.5 MILE, THENCE
 NM1745'NORTH 0.1 MILE TO MR. NIELSENS HOUSE.  MARK IS LOCATED ON
 NM1745'THE TOP OF THE NORTHERLY ARM OF RIDGE 1/2 MILE NORTH OF
 NM1745'THE FARMHOUSE, 91 FEET SOUTH OF QUARTER-SECTION FENCE LINE,
 NM1745'SET 18 INCHES UNDERGROUND.  THERE ARE VARIOUS WAYS OF GETTING
 NM1745'FROM FARMHOUSE TO MARK, DEPENDING ON THE STATE OF CULTIVATION
 NM1745'OF THE FIELDS.  MR. NIELSEN SHOULD BE CONSULTED BEFORE GOING
 NM1745'IN TO STATION.
 NM1745'
 NM1745'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION SET IN
 NM1745'QUARTER-SECTION FENCE LINE AT POINT WHERE GROUND STARTS
 NM1745'SLOPING SHARPLY EASTWARD.
 NM1745'
 NM1745'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION SET IN
 NM1745'QUARTER-SECTION FENCE LINE, 70 FEET EAST OF POINT WHERE GROUND
 NM1745'SLOPES SHARPLY WESTWARD..
 NM1745'
 NM1745'AZIMUTH MARK IS 0.8 MILE (AIRLINE) NORTHEAST OF STATION.
 NM1745'REACHED FROM THE NIELSEN HOUSE BY GOING SOUTH 0.1 MILE TO
 NM1745'ROAD, THENCE EAST 0.5 MILE, THENCE NORTH 1.1 MILES TO MARK
 NM1745'ON EAST SIDE OF ROAD, 30 FEET EAST OF CENTERLINE, 15 FEET
 NM1745'SOUTH OF TELEPHONE POLE IN FENCE LINE.
 NM1745'
 NM1745'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NM1745
 NM1745                          STATION RECOVERY (1961)
 NM1745
 NM1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 NM1745'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 NM1745'IN GOOD CONDITION.  THE AZIMUTH WAS SEARCHED FOR BUT WAS NOT
 NM1745'FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 NM1745'
 NM1745'THE STATION IS LOCATED ABOUT 11.5 MILES EAST OF HARTINGTON,
 NM1745'3.0 MILES SOUTH OF OBERT AND IS IN THE SOUTHWEST QUARTER
 NM1745'SECTION 23, T. 31 N., R. 3E.
 NM1745'
 NM1745'TO REACH THE STATION FROM THE POST OFFICE IN OBERT, GO SOUTH
 NM1745'FOR 1/2 BLOCK TO THE MAIN STREET.  TURN RIGHT AND GO WEST
 NM1745'FOR .05 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON A
 NM1745'DIRT ROAD FOR 3.3 MILES TO A CROSSROADS.  TURN RIGHT AND
 NM1745'GO WEST ON A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE
 NM1745'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A FARM HOUSE.
 NM1745'GO AROUND THE WEST SIDE OF THE FARM HOUSE AND CONTINUE
 NM1745'NORTHEAST FOR .05 MILE TO THE EAST END OF A LEVEE.  TURN LEFT
 NM1745'AND GO WEST ACROSS LEVEE TO THE BASE OF A RIDGE.
 NM1745'CONTINUE NORTHWEST AND NORTH UP RIDGE FOR 0.5 MILE TO AN
 NM1745'EAST-WEST RIDGE.  TURN RIGHT AND GO NORTHEAST FOR .05 MILE,
 NM1745'THEN TURN LEFT AND GO NORTHWEST FOR .05 MILE TO THE
 NM1745'STATION.
 NM1745'
 NM1745'STATION MARK, A STANDARD DISK, STAMPED NIELSEN 1935, IS SET
 NM1745'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH
 NM1745'IS 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 91 FEET
 NM1745'SOUTH OF A QUARTER-SECTION EAST-WEST FENCE LINE.
 NM1745'
 NM1745'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED NIELSEN NO 1 1935,
 NM1745'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 NM1745'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 NM1745'IN AN EAST-WEST QUARTER-SECTION FENCE LINE.
 NM1745'
 NM1745'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED NIELSEN NO
 NM1745'2 1935, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 NM1745'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 NM1745'IT IS IN AN EAST-WEST QUARTER-SECTION FENCE LINE.
 NM1745'
 NM1745'HEIGHT OF MIRROR ABOVE MARK 4 METERS.
 NM1745
 NM1745                          STATION RECOVERY (1961)
 NM1745
 NM1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EJB)
 NM1745'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1745'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 NM1745'MARK, SO IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1745'
 NM1745'STATION IS LOCATED ABOUT 11 AND 1/2 MILES EAST OF HARTINGTON
 NM1745'AND 3 MILES SOUTH OF OBERT IN THE SOUTHWEST QUARTER OF SEC. 23,
 NM1745'T 31 N., R 3 E IN A FIELD SOWED TO GRASS AND CONSIGNED TO
 NM1745'THE SOIL BANK, AND OWNED BY A MR. HARMS WHO DOES NOT LIVE
 NM1745'ON THE PROPERTY.  STATION IS 92 FEET SOUTH OF AN EAST-WEST
 NM1745'QUARTER-SECTION FENCE LINE, 10 INCHES BELOW THE SURFACE OF THE
 NM1745'GROUND, AND THE DISK IS STAMPED NIELSEN 1935.  1A AND 7A.
 NM1745'
 NM1745'REFERENCE MARK NO. 1 IS 117.68 FEET NORTH-NORTHEAST OF THE
 NM1745'STATION, 32 FEET EAST OF A TREE, AND 1 FOOT SOUTH OF
 NM1745'QUARTER-SECTION LINE FENCE.  THE MARK IS FLUSH WITH THE GROUND
 NM1745'AND THE DISK IS STAMPED NIELSEN NO 1 1935.
 NM1745'
 NM1745'REFERENCE MARK NO. 2 IS 113.58 FEET NORTHWEST OF THE STATION,
 NM1745'110 FEET WEST OF TREE, 83 FEET EAST OF A TREE, AND 1 FOOT
 NM1745'SOUTH OF QUARTER-SECTION LINE FENCE.  THE MARK IS FLUSH WITH
 NM1745'THE GROUND AND THE DISK IS STAMPED NIELSEN NO 2 1935.
 NM1745'
 NM1745'AZIMUTH MARK RESET IS 0.8 MILE AIRLINE NORTHEAST OF THE
 NM1745'STATION, 46 FEET WEST OF THE CENTER OF A GRADED ROAD, 3 FEET
 NM1745'SOUTH OF A POWER POLE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 NM1745'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1745'NIELSEN 1935 RESET 1961.
 NM1745'
 NM1745'TO REACH THE STATION FROM THE MAIN STREET IN OBERT, GO WEST
 NM1745'ON STATE HIGHWAY 12 FOR 0.1 MILE.  TURN LEFT AND GO SOUTH
 NM1745'ON A GRADED ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE
 NM1745'RIGHT SIDE OF THE ROAD ABOUT 100 YARDS SOUTH OF THE CREST OF
 NM1745'A HILL.  CONTINUE SOUTH ON GRADED ROAD FOR 1.1 MILES TO A
 NM1745'GRADED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 NM1745'A FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO FARM DRIVEWAY
 NM1745'AND GO NORTH 0.1 MILE TO VACANT FARM BUILDINGS.  BEAR RIGHT
 NM1745'AROUND FARM BUILDINGS AND GO NORTH ACROSS FIELD FOR 0.4
 NM1745'MILE TO THE HIGHEST GROUND AND THE STATION AS DESCRIBED.
 NM1745'
 NM1745'AN ALTERNATE ROUTE TO REACH THE STATION FROM THE AZIMUTH MARK
 NM1745'FOLLOWS.  GO SOUTH FROM THE AZIMUTH MARK ON GRADED ROAD FOR 1.1
 NM1745'MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRADED
 NM1745'ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH FOR
 NM1745'0.55 MILE TO A GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 NM1745'AND GO EAST ALONG THE SOUTH SIDE OF CULTIVATED FIELD FOR 0.5
 NM1745'MILE TO HIGH GROUND AND THE STATION JUST SOUTH ACROSS
 NM1745'QUARTER-SECTION LINE FENCE AS DESCRIBED.
 NM1745'
 NM1745'PERMISSION SHOULD BE OBTAINED BEFORE YOU DRIVE VEHICLE ACROSS
 NM1745'FIELDS.
 NM1745'
 NM1745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0721 ***********************************************************************
 NP0721  DESIGNATION -  NIKONT
 NP0721  PID         -  NP0721
 NP0721  STATE/COUNTY-  NE/BOX BUTTE
 NP0721  COUNTRY     -  US
 NP0721  USGS QUAD   -  MARSLAND SE (2017)
 NP0721
 NP0721                         *CURRENT SURVEY CONTROL
 NP0721  ______________________________________________________________________
 NP0721* NAD 83(1995) POSITION- 42 17 15.14661(N) 103 18 01.06608(W)   ADJUSTED
 NP0721* NAVD 88 ORTHO HEIGHT -  1382.    (meters)     4534.    (feet) SCALED
 NP0721  ______________________________________________________________________
 NP0721  GEOID HEIGHT    -        -18.243 (meters)                     GEOID18
 NP0721  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 NP0721  HORZ ORDER      -  FIRST
 NP0721
 NP0721.The horizontal coordinates were established by classical geodetic methods
 NP0721.and adjusted by the National Geodetic Survey in August 1997.
 NP0721
 NP0721.The orthometric height was scaled from a topographic map.
 NP0721
 NP0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0721.GEOID18 height accuracy estimate available here.
 NP0721
 NP0721.Click photographs - Photos may exist for this station.
 NP0721
 NP0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0721
 NP0721. The following values were computed from the NAD 83(1995) position.
 NP0721
 NP0721;                    North         East     Units Scale Factor Converg.
 NP0721;SPC NE       -   277,681.241   227,936.065   MT  0.99975166   -2 11 13.5
 NP0721;SPC NE       -   911,025.87    747,820.24   sFT  0.99975166   -2 11 13.5
 NP0721;UTM  13      - 4,683,101.108   640,131.915   MT  0.99984162   +1 08 37.8
 NP0721
 NP0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0721!SPC NE       -   0.99978621  x   0.99975166  =   0.99953792
 NP0721!UTM  13      -   0.99978621  x   0.99984162  =   0.99962786
 NP0721
 NP0721:                Primary Azimuth Mark                     Grid Az
 NP0721:SPC NE       -  NIKONT AZ MK                             284 22 17.9
 NP0721:UTM  13      -  NIKONT AZ MK                             281 02 26.6
 NP0721
 NP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4013183101(NAD 83)
 NP0721
 NP0721|---------------------------------------------------------------------|
 NP0721| PID    Reference Object                     Distance      Geod. Az  |
 NP0721|                                                           dddmmss.s |
 NP0721| NP0709 HEMINGFORD HIGH SCHOOL CHIMNEY      APPROX.18.7 KM 0780511.1 |
 NP0721| CQ3606 NIKONT RM 1                          46.153 METERS 14209     |
 NP0721| CQ3605 NIKONT AZ MK                                       2821104.4 |
 NP0721| CQ3607 NIKONT RM 2                          46.205 METERS 28837     |
 NP0721|---------------------------------------------------------------------|
 NP0721
 NP0721                          SUPERSEDED SURVEY CONTROL
 NP0721
 NP0721  NAD 83(1993)-  42 17 15.14661(N)    103 18 01.06635(W) AD(       ) 1
 NP0721  NAD 83(1986)-  42 17 15.14597(N)    103 18 01.06329(W) AD(       ) 1
 NP0721  NAD 27      -  42 17 15.28900(N)    103 17 59.32100(W) AD(       ) 1
 NP0721
 NP0721.Superseded values are not recommended for survey control.
 NP0721
 NP0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0721.See file dsdata.pdf to determine how the superseded data were derived.
 NP0721
 NP0721_MARKER: DS = TRIANGULATION STATION DISK
 NP0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0721_STAMPING: NIKONT 1934
 NP0721_MARK LOGO: CGS
 NP0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0721+STABILITY: SURFACE MOTION
 NP0721
 NP0721  HISTORY     - Date     Condition        Report By
 NP0721  HISTORY     - 1934     MONUMENTED       CGS
 NP0721
 NP0721                          STATION DESCRIPTION
 NP0721
 NP0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0721'THIS STATION IS ABOUT 10-1/2 MILES WSW OF HEMINGFORD ON PASTURE
 NP0721'LAND RIDGE OWNED BY MR. NIKONT, 0.3 MILE W AND 88 DEG MAGNETIC
 NP0721'FROM WHITE HOUSE AND WINDMILL OWNED BY W.P. SCHMIDT AND OCCUPIED
 NP0721'BY A.B. WRIGHT, 19 FEET SSW OF AN OBTUSE FENCE CORNER, 19 FEET
 NP0721'S OF AN E-W FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 NP0721'
 NP0721'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0721'BRONZE DISKS SET IN CONCRETE.
 NP0721'
 NP0721'REFERENCE MARK NO. 1 IS SSE OF STATION 1-1/2 FEET SW OF A NW-SE
 NP0721'FENCE LINE, AND PROJECTS 6 INCHES.
 NP0721'
 NP0721'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT S OF AN E-W FENCE
 NP0721'LINE, AND PROJECTS 6 INCHES.
 NP0721'
 NP0721'AZIMUTH MARK IS W OF STATION, 2 FEET W OF A N-S FENCE LINE,
 NP0721'7 FEET SSW OF A NW FENCE CORNER, 46 FEET E OF CENTER LINE OF A
 NP0721'GRADED ROAD AND PROJECTS 6 INCHES.
 NP0721'
 NP0721'THE STATION IS REACHED FROM THE FLAGPOLE IN THE CENTER OF THE
 NP0721'STREET WHERE THE MAIN STREET CROSSES STATE ROUTE NO. 2 IN
 NP0721'HEMINGFORD, BY GOING DUE W ON NO. 2 FOR 10.0 MILES.  THEN TURN
 NP0721'LEFT OR S, WHERE NO. 2 TURNS N (THERE IS A WHITE CHURCH AND A
 NP0721'CEMETERY IN THE NW ANGLE OF THE ROAD INTERSECTION), AND FOLLOW
 NP0721'MAIN GRADED SECTION-LINE ROAD S, FOR 1.5 MILES, TO A WHITE
 NP0721'HOUSE AND WINDMILL, OWNED BY W.P. SCHMIDT, AND OCCUPIED BY A.B.
 NP0721'WRIGHT, ON THE RIGHT SIDE OF THE ROAD, LEAVE GRADED ROAD HERE
 NP0721'AND TURN LEFT AND FOLLOW ALONG N SIDE OF FENCE FOR 0.3 MILE
 NP0721'TO AN OBTUSE FENCE CORNER.  THE STATION IS 19 FEET SSW OF
 NP0721'FENCE CORNER.
 NP0721'
 NP0721'A 4-FOOT STAND WILL CLEAR ALL LINES.  (WHEN THE ADJOINING FIELDS
 NP0721'TO N AND E HAVE GRAIN OR CORN GROWING IN THEM, IT WILL BE NECESSARY
 NP0721'TO ERECT A TEN-FOOT STAND TO CLEAR ALL LINES TO THE N AND E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0452 ***********************************************************************
 NO0452  DESIGNATION -  NIO
 NO0452  PID         -  NO0452
 NO0452  STATE/COUNTY-  NE/CHERRY
 NO0452  COUNTRY     -  US
 NO0452  USGS QUAD   -  CODY SE (2017)
 NO0452
 NO0452                         *CURRENT SURVEY CONTROL
 NO0452  ______________________________________________________________________
 NO0452* NAD 83(1995) POSITION- 42 48 58.20796(N) 101 06 50.51089(W)   ADJUSTED
 NO0452* NAVD 88 ORTHO HEIGHT -   905.    (meters)     2969.    (feet) SCALED
 NO0452  ______________________________________________________________________
 NO0452  GEOID HEIGHT    -        -20.492 (meters)                     GEOID18
 NO0452  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 NO0452  HORZ ORDER      -  THIRD
 NO0452
 NO0452.The horizontal coordinates were established by classical geodetic methods
 NO0452.and adjusted by the National Geodetic Survey in August 1997.
 NO0452
 NO0452.The orthometric height was scaled from a topographic map.
 NO0452
 NO0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0452.GEOID18 height accuracy estimate available here.
 NO0452
 NO0452.Click photographs - Photos may exist for this station.
 NO0452
 NO0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0452
 NO0452. The following values were computed from the NAD 83(1995) position.
 NO0452
 NO0452;                    North         East     Units Scale Factor Converg.
 NO0452;SPC NE       -   331,787.018   408,900.242   MT  0.99992088   -0 44 17.8
 NO0452;SPC NE       - 1,088,537.91  1,341,533.54   sFT  0.99992088   -0 44 17.8
 NO0452;UTM  14      - 4,742,568.484   327,172.980   MT  0.99996748   -1 26 13.7
 NO0452
 NO0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0452!SPC NE       -   0.99986125  x   0.99992088  =   0.99978214
 NO0452!UTM  14      -   0.99986125  x   0.99996748  =   0.99982874
 NO0452
 NO0452:                Primary Azimuth Mark                     Grid Az
 NO0452:SPC NE       -  NIO AZ MK                                359 30 22.0
 NO0452:UTM  14      -  NIO AZ MK                                000 12 17.9
 NO0452
 NO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2717242568(NAD 83)
 NO0452
 NO0452|---------------------------------------------------------------------|
 NO0452| PID    Reference Object                     Distance      Geod. Az  |
 NO0452|                                                           dddmmss.s |
 NO0452| CQ3612 NIO RM 1                             10.046 METERS 18011     |
 NO0452| CQ3614 NIO RM 3                             25.597 METERS 27210     |
 NO0452| CQ3613 NIO RM 2                             21.624 METERS 27219     |
 NO0452| CQ3611 NIO AZ MK                                          3584604.2 |
 NO0452|---------------------------------------------------------------------|
 NO0452
 NO0452                          SUPERSEDED SURVEY CONTROL
 NO0452
 NO0452  NAD 83(1986)-  42 48 58.20529(N)    101 06 50.51934(W) AD(       ) 3
 NO0452  NAD 27      -  42 48 58.17400(N)    101 06 48.96800(W) AD(       ) 3
 NO0452
 NO0452.Superseded values are not recommended for survey control.
 NO0452
 NO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0452.See file dsdata.pdf to determine how the superseded data were derived.
 NO0452
 NO0452_MARKER: DS = TRIANGULATION STATION DISK
 NO0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0452_STAMPING: NIO 1949
 NO0452_MARK LOGO: CGS
 NO0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0452+STABILITY: SURFACE MOTION
 NO0452
 NO0452  HISTORY     - Date     Condition        Report By
 NO0452  HISTORY     - 1949     MONUMENTED       CGS
 NO0452  HISTORY     - 1952     GOOD             CGS
 NO0452  HISTORY     - 19890620 SEE DESCRIPTION  NGS
 NO0452
 NO0452                          STATION DESCRIPTION
 NO0452
 NO0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0452'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH AND 0.5 OF A MILE
 NO0452'WEST OF NENZEL AND ABOUT 0.3 OF A MILE NORTH OF THE NIOBRARA
 NO0452'RIVER ON THE EAST SIDE OF A SURFACED ROAD THAT GOES FROM NENZEL
 NO0452'TO THE NEBRASKA NATIONAL FOREST.  IT IS 34.0 FEET EAST OF THE
 NO0452'CENTER OF A GRAVELED ROAD, 9.0 FEET WEST OF A TELEPHONE POLE
 NO0452'AND 3.3 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 NO0452'AND IS STAMPED NIO 1949.
 NO0452'
 NO0452'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 NO0452'33.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 34.0 FEET
 NO0452'EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES
 NO0452'AND IS STAMPED NIO NO 1 1949.
 NO0452'
 NO0452'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 NO0452'AND 36.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS
 NO0452'2 INCHES AND IS STAMPED NIO NO 2 1949.
 NO0452'
 NO0452'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0452'NO. 2 IS 79.18 FEET.
 NO0452'
 NO0452'THE AZIMUTH MARK IS 29.0 FEET WEST OF THE CENTER OF A GRAVELED
 NO0452'ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST AND 0.8 OF A FOOT
 NO0452'EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED NIO 1949.
 NO0452'
 NO0452'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0452'WEST AND SOUTH ON THE GRAVELED ROAD LEADING TO THE NEBRASKA
 NO0452'NATIONAL FOREST FOR 7.85 MILES TO A SMALL WOODEN BRIDGE, CONTINUE
 NO0452'SOUTH FOR 0.1 OF A MILE TO A RISE AND THE AZIMUTH MARK ON THE
 NO0452'RIGHT AS DESCRIBED, CONTINUE SOUTH FOR 0.45 OF A MILE TO A POINT
 NO0452'WHERE THE ROAD STARTS DOWN HILL TO THE NIOBRARA RIVER AND THE
 NO0452'STATION ON THE LEFT AS DESCRIBED.
 NO0452
 NO0452                          STATION RECOVERY (1952)
 NO0452
 NO0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BPR)
 NO0452'DUE TO CONSTRUCTION IT WAS NECESSARY TO DESTROY REFERENCE MARK
 NO0452'NO. 2.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 NO0452'
 NO0452'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS THE STATION
 NO0452'MARK.  IT IS 40 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND
 NO0452'AT THE TOP OF A CUT SLOPE.  IT PROJECTS 1 INCH ABOVE THE
 NO0452'SURFACE OF THE GROUND AND IS STAMPED NIO NO 3 1949.
 NO0452'
 NO0452'REFERENCE MARK NO. 1 HAS EVIDENTLY BEEN DISTURBED.  IT IS
 NO0452'TIPPED TO THE SOUTHWEST, AND THE NORTHEAST CORNER IS CHIPPED.
 NO0452'THE MARK IS STILL SOLIDLY IMBEDDED.  THE MARK IS 43 FEET EAST
 NO0452'OF THE CENTER LINE OF THE NEW ROAD.
 NO0452'
 NO0452'THE STATION MARK HAS NOT BEEN DISTURBED.  IT IS 43 FEET EAST
 NO0452'OF THE CENTER LINE OF THE NEW ROAD.
 NO0452
 NO0452                          STATION RECOVERY (1989)
 NO0452
 NO0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 NO0452'THE SURFACE STATION MARK WAS FOUND DESTROYED.  A NEW SURFACE MARK WAS
 NO0452'SET DIRECTLY OVER THE UNDERGROUND MARK, USING AN OPTICAL PLUMMET. FOR
 NO0452'FURTHER DETAILS, SEE THE DESCRIPTION TO NIO RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4106 ***********************************************************************
 AB4106  CBN         -  This is a Cooperative Base Network Control Station.
 AB4106  DESIGNATION -  NIO RESET
 AB4106  PID         -  AB4106
 AB4106  STATE/COUNTY-  NE/CHERRY
 AB4106  COUNTRY     -  US
 AB4106  USGS QUAD   -  CODY SE (2017)
 AB4106
 AB4106                         *CURRENT SURVEY CONTROL
 AB4106  ______________________________________________________________________
 AB4106* NAD 83(2011) POSITION- 42 48 58.20596(N) 101 06 50.50657(W)   ADJUSTED
 AB4106* NAD 83(2011) ELLIP HT-   882.811 (meters)        (06/27/12)   ADJUSTED
 AB4106* NAD 83(2011) EPOCH   -  2010.00
 AB4106* NAVD 88 ORTHO HEIGHT -   903.3   (meters)     2964.    (feet) GPS OBS
 AB4106  ______________________________________________________________________
 AB4106  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4106  GEOID HEIGHT    -        -20.071 (meters)                     GEOID93
 AB4106  GEOID HEIGHT    -        -20.492 (meters)                     GEOID18
 AB4106  NAD 83(2011) X  -   -903,381.156 (meters)                     COMP
 AB4106  NAD 83(2011) Y  - -4,598,611.611 (meters)                     COMP
 AB4106  NAD 83(2011) Z  -  4,313,143.712 (meters)                     COMP
 AB4106  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 AB4106
 AB4106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4106  Standards:
 AB4106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4106  -------------------------------------------------------------------
 AB4106  NETWORK    0.52   1.35           0.24   0.17   0.69     -0.17324034
 AB4106  -------------------------------------------------------------------
 AB4106  Click here for local accuracies and other accuracy information.
 AB4106
 AB4106.The horizontal coordinates were established by GPS observations
 AB4106.and adjusted by the National Geodetic Survey in June 2012.
 AB4106
 AB4106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4106.been affixed to the stable North American tectonic plate. See 
 AB4106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4106
 AB4106.The horizontal coordinates are valid at the epoch date displayed above
 AB4106.which is a decimal equivalence of Year/Month/Day.
 AB4106
 AB4106.The orthometric height was determined by GPS observations and a
 AB4106.high-resolution geoid model.
 AB4106
 AB4106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4106.GEOID18 height accuracy estimate available here.
 AB4106
 AB4106.Click photographs - Photos may exist for this station.
 AB4106
 AB4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4106
 AB4106.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4106
 AB4106.The ellipsoidal height was determined by GPS observations
 AB4106.and is referenced to NAD 83.
 AB4106
 AB4106. The following values were computed from the NAD 83(2011) position.
 AB4106
 AB4106;                    North         East     Units Scale Factor Converg.
 AB4106;SPC NE       -   331,786.955   408,900.339   MT  0.99992088   -0 44 17.8
 AB4106;SPC NE       - 1,088,537.70  1,341,533.86   sFT  0.99992088   -0 44 17.8
 AB4106;UTM  14      - 4,742,568.420   327,173.077   MT  0.99996748   -1 26 13.7
 AB4106
 AB4106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4106!SPC NE       -   0.99986157  x   0.99992088  =   0.99978246
 AB4106!UTM  14      -   0.99986157  x   0.99996748  =   0.99982906
 AB4106
 AB4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2717342568(NAD 83)
 AB4106
 AB4106                          SUPERSEDED SURVEY CONTROL
 AB4106
 AB4106  NAD 83(2007)-  42 48 58.20586(N)    101 06 50.50770(W) AD(2002.00) 0
 AB4106  ELLIP H (02/10/07)  882.839  (m)                       GP(2002.00)    
 AB4106  ELLIP H (09/24/01)  882.817  (m)                       GP(       ) 4 1
 AB4106  NAD 83(1995)-  42 48 58.20526(N)    101 06 50.50785(W) AD(       ) B
 AB4106  ELLIP H (06/25/96)  882.871  (m)                       GP(       ) 1 1
 AB4106
 AB4106.Superseded values are not recommended for survey control.
 AB4106
 AB4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4106.See file dsdata.pdf to determine how the superseded data were derived.
 AB4106
 AB4106_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4106_STAMPING: NIO 1949 1989
 AB4106_MARK LOGO: NGS
 AB4106_PROJECTION: FLUSH
 AB4106_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4106+STABILITY: SURFACE MOTION
 AB4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4106+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2018
 AB4106
 AB4106  HISTORY     - Date     Condition        Report By
 AB4106  HISTORY     - 1989     MONUMENTED       NGS
 AB4106  HISTORY     - 19950518 GOOD             NGS
 AB4106  HISTORY     - 19960731 GOOD             NGS
 AB4106  HISTORY     - 20180213 GOOD             NEGS
 AB4106
 AB4106                          STATION DESCRIPTION
 AB4106
 AB4106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4106'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF NENZEL, 0.3 MI
 AB4106'(0.5 KM) NORTH OF THE NIOBRARA RIVER, ON THE EAST RIGHT-OF-WAY OF
 AB4106'STATE ROAD 16F SPUR AND NEAR THE SOUTH 1/4 CORNER, SEC20, T33N, R32W.
 AB4106'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 16F SPUR AND U.S.
 AB4106'HIGHWAY 20 AT NENZEL, GO SOUTH ON ROAD 16F SPUR FOR 6.8 MI (10.9 KM)
 AB4106'TO A CURVE WEST.  CONTINUE WEST FOR 0.6 MI (1.0 KM) TO A CURVE SOUTH.
 AB4106'CONTINUE SOUTH FOR 0.85 MI (1.37 KM) TO THE MARK ON THE LEFT, AT NORTH
 AB4106'END OF A CURVE TO THE RIGHT, AS THE ROAD BEGINS TO DROP DOWN TO THE
 AB4106'RIVER.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AB4106'IS FLUSH WITH THE GROUND.  IT IS 133.6 FT (40.7 M) SOUTHEAST OF THE
 AB4106'SOUTH ONE OF 2 CLOSELY SPACED UTILITY POLES, 44.5 FT (13.6 M) EAST OF
 AB4106'THE CENTERLINE OF THE ROAD, 30.0 FT (9.1 M) WEST OF THE EAST
 AB4106'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST AND
 AB4106'ABOUT 1.0 FT (0.3 M) ABOVE THE HIGHWAY.  REBAR WAS SET AT THE NORTH
 AB4106'SIDE OF THE MARK.
 AB4106
 AB4106                          STATION RECOVERY (1996)
 AB4106
 AB4106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB4106'RECOVERED AS DESCRIBED.
 AB4106
 AB4106                          STATION RECOVERY (2018)
 AB4106
 AB4106'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AB4106'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND SPUR 16F AT NENZEL,
 AB4106'GO SOUTH ON SPUR 16F FOR 8.17 MILES (MILE POST 8.17) TO THE STATION ON
 AB4106'THE LEFT (EAST).  FROM THIS LOCATION, THE HIGHWAY BEGINS TO DESCEND
 AB4106'DOWN TO THE NIOBRARA RIVER BRIDGE.
 AB4106'
 AB4106'TO REACH FROM THE NIOBRARA RIVER BRIDGE, GO NORTHEAST ON STATE SPUR
 AB4106'16F FOR 0.92 MI (1.48 KM) TO MILE POST 8.17 AND STATION ON THE RIGHT
 AB4106'(EAST).
 AB4106'
 AB4106'THE STATION IS 44.5 FT (13.6 M) EAST OF THE CENTERLINE OF SPUR 16F AND
 AB4106'14.6 FT (4.5 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST IN A
 AB4106'N0RTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0382 ***********************************************************************
 NO0382  DESIGNATION -  NIOBRARA
 NO0382  PID         -  NO0382
 NO0382  STATE/COUNTY-  NE/BROWN
 NO0382  COUNTRY     -  US
 NO0382  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0382
 NO0382                         *CURRENT SURVEY CONTROL
 NO0382  ______________________________________________________________________
 NO0382* NAD 83(1995) POSITION- 42 43 47.79340(N) 100 07 09.47679(W)   ADJUSTED
 NO0382* NAVD 88 ORTHO HEIGHT -   828.06  (+/-2cm)     2716.7   (feet) VERTCON
 NO0382  ______________________________________________________________________
 NO0382  GEOID HEIGHT    -        -22.517 (meters)                     GEOID18
 NO0382  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 NO0382  HORZ ORDER      -  SECOND
 NO0382  VERT ORDER      -  THIRD ? (See Below)
 NO0382
 NO0382.The horizontal coordinates were established by classical geodetic methods
 NO0382.and adjusted by the National Geodetic Survey in August 1997.
 NO0382
 NO0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0382
 NO0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0382.GEOID18 height accuracy estimate available here.
 NO0382
 NO0382.The vertical order pertains to the NGVD 29 superseded value.
 NO0382
 NO0382.Click photographs - Photos may exist for this station.
 NO0382
 NO0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0382
 NO0382. The following values were computed from the NAD 83(1995) position.
 NO0382
 NO0382;                    North         East     Units Scale Factor Converg.
 NO0382;SPC NE       -   321,629.022   490,230.845   MT  0.99988739   -0 04 44.6
 NO0382;SPC NE       - 1,055,211.22  1,608,365.70   sFT  0.99988739   -0 04 44.6
 NO0382;UTM  14      - 4,731,433.449   408,368.770   MT  0.99970330   -0 45 34.4
 NO0382
 NO0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0382!SPC NE       -   0.99987368  x   0.99988739  =   0.99976109
 NO0382!UTM  14      -   0.99987368  x   0.99970330  =   0.99957702
 NO0382
 NO0382:                Primary Azimuth Mark                     Grid Az
 NO0382:SPC NE       -  NIOBRARA AZ MK                           070 48 00.3
 NO0382:UTM  14      -  NIOBRARA AZ MK                           071 28 50.1
 NO0382
 NO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0836831433(NAD 83)
 NO0382
 NO0382|---------------------------------------------------------------------|
 NO0382| PID    Reference Object                     Distance      Geod. Az  |
 NO0382|                                                           dddmmss.s |
 NO0382| CQ5951 NIOBRARA AZ MK                                     0704315.7 |
 NO0382| CQ5952 NIOBRARA RM                          13.101 METERS 17904     |
 NO0382| CQ5953 NIOBRARA RM 2                        11.450 METERS 32304     |
 NO0382|---------------------------------------------------------------------|
 NO0382
 NO0382                          SUPERSEDED SURVEY CONTROL
 NO0382
 NO0382  NAD 83(1986)-  42 43 47.79819(N)    100 07 09.48904(W) AD(       ) 2
 NO0382  NAD 27      -  42 43 47.79200(N)    100 07 08.04000(W) AD(       ) 2
 NO0382  NGVD 29             827.76   (m)         2715.7    (f) LEVELING    3  
 NO0382
 NO0382.Superseded values are not recommended for survey control.
 NO0382
 NO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0382.See file dsdata.pdf to determine how the superseded data were derived.
 NO0382
 NO0382_MARKER: DB = BENCH MARK DISK
 NO0382_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0382_STAMPING: NIOBRARA 1947
 NO0382_MARK LOGO: USGS
 NO0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0382
 NO0382  HISTORY     - Date     Condition        Report By
 NO0382  HISTORY     - 1947     MONUMENTED       USGS
 NO0382  HISTORY     - 1949     GOOD             CGS
 NO0382  HISTORY     - 1967     GOOD             USAF
 NO0382
 NO0382                          STATION DESCRIPTION
 NO0382
 NO0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0382'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH AND 3.0 MILES WEST
 NO0382'OF JOHNSTOWN, 6.0 MILES EAST AND 6.5 MILES NORTH OF WOOD LAKE,
 NO0382'AND ABOUT 5.0 MILES SOUTH FROM THE NIOBRARA RIVER ON TOP OF THE
 NO0382'HIGHEST SAND HILL IN THE IMMEDIATE VICINITY.  IT IS A STANDARD
 NO0382'U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE
 NO0382'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 6.0
 NO0382'FEET EAST OF A WITNESS POST AND IS STAMPED NIOBRARA 1947.
 NO0382'
 NO0382'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0382'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A
 NO0382'STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH
 NO0382'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND AND
 NO0382'IS STAMPED NIOBRARA 1947.
 NO0382'
 NO0382'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE HILL
 NO0382'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0382'3 INCHES AND IS STAMPED NIOBRARA NO 2 1949.
 NO0382'
 NO0382'THE AZIMUTH MARK IS 150.0 FEET NORTH OF A T FENCE CORNER, 135.0
 NO0382'FEET NORTH OF THE CENTER OF A WIRE GATE, AND 3.0 FEET SOUTH OF
 NO0382'A WITNESS POST, AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 4
 NO0382'INCHES AND IS STAMPED NIOBRARA 1949.
 NO0382'
 NO0382'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSTOWN, GO NORTH
 NO0382'FOR 0.45 OF A MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST
 NO0382'FOR 0.5 OF A MILE TO A CROSSROAD, TURN LEFT AND FOLLOW THE MAIN
 NO0382'TRAVELED ROAD NORTHERLY FOR 11.15 MILES TO A SCHOOL HOUSE ON
 NO0382'THE LEFT, CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 1.05 MILES
 NO0382'TO A RANCH ROAD ON THE LEFT JUST AFTER PASSING A MAIL BOX, TURN
 NO0382'LEFT ON A TRACK ROAD AND GO WEST FOR 0.8 OF A MILE TO A WIRE
 NO0382'GATE IN AN EAST-WEST FENCE, PASS THROUGH WIRE GATE AND CONTINUE
 NO0382'WEST FOR 0.25 OF A MILE TO ANOTHER WIRE GATE AND THE AZIMUTH
 NO0382'MARK ON THE RIGHT AS DESCRIBED, PASS THROUGH WIRE GATE AND
 NO0382'CONTINUE WESTERLY ON TRACK ROAD FOR 0.6 OF A MILE TO A
 NO0382'FORK, KEEP LEFT FORK AND FOLLOW A DIM TRACK ROAD WESTERLY
 NO0382'FOR 0.4 OF A MILE TO A POINT WHERE ANOTHER DIM TRACK ROAD BEARS
 NO0382'TO THE LEFT JUST BEFORE REACHING A WIRE GATE IN AN EAST-WEST
 NO0382'FENCE, HERE BEAR LEFT ON DIM TRACK ROAD AND GO SOUTHWESTERLY AND
 NO0382'WEST FOR 0.45 OF A MILE TO A WIRE GATE, PASS THROUGH WIRE GATE
 NO0382'AND TURN SHARP LEFT ALONG THE WEST SIDE OF A FENCE AND GO
 NO0382'0.3 OF A MILE, HERE BEAR RIGHT AND PICK WAY ACROSS PASTURE
 NO0382'FOR 0.3 OF A MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0382'DESCRIBED.
 NO0382
 NO0382                          STATION RECOVERY (1967)
 NO0382
 NO0382'RECOVERY NOTE BY US AIR FORCE 1967
 NO0382'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NO0382'IN GOOD CONDITION.
 NO0382'
 NO0382'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NO0382'
 NO0382'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JOHNSON,
 NO0382'NEBRASKA, GO NORTH ON MAIN STREET FOR 0.45 MILE TO A
 NO0382'T-INTERSECTION.  TURN RIGHT (EAST) FOR 0.5 MILE TO A CROSSROAD.
 NO0382'TURN LEFT (NORTH) ON THE MAIN TRAVELED ROAD FOR 11.1 MILES TO AN
 NO0382'ABANDONED SCHOOL HOUSE ON THE LEFT.  CONTINUE NORTH FOR 1.0 MILE
 NO0382'TO TWO GATES ON THE LEFT.  TURN LEFT THROUGH SOUTHERNMOST GATE,
 NO0382'AND GO WEST ON SOUTH SIDE OF AN EAST-WEST FENCELINE ON A FIELD
 NO0382'ROAD FOR 0.25 MILE TO A NORTH-SOUTH FENCE AND GATE.  ENTER
 NO0382'GATE, AND CONTINUE ON MAIN TRACK ROAD FOR 1.0 MILE TO A FORK,
 NO0382'ABOUT 0.1 MILE BEFORE REACHING A NORTH-SOUTH FENCE.  BEAR
 NO0382'LEFT ON TRACK ROAD FOR 0.3 MILE TO A SMALL GROVE OF TREES.
 NO0382'GO EAST ACROSS THE PASTURE FOR 0.2 MILE TO A GATE IN
 NO0382'NORTH-SOUTH FENCELINE.  ENTER GATE AND TURN LEFT.  GO
 NO0382'SOUTH ALONG WEST SIDE OF THE FENCE FOR 0.15 MILE TO A FENCE
 NO0382'CORNER.  THENCE, PICK WAY ACROSS SEVERAL SAND HILLS FOR 0.45
 NO0382'MILE TO HIGHEST POINT IN THE AREA AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0585 ***********************************************************************
 NP0585  DESIGNATION -  NIOBRARA
 NP0585  PID         -  NP0585
 NP0585  STATE/COUNTY-  NE/CHERRY
 NP0585  COUNTRY     -  US
 NP0585  USGS QUAD   -  COBURN CANYON (2017)
 NP0585
 NP0585                         *CURRENT SURVEY CONTROL
 NP0585  ______________________________________________________________________
 NP0585* NAD 83(1995) POSITION- 42 39 14.43933(N) 102 02 17.63550(W)   ADJUSTED
 NP0585* NAVD 88 ORTHO HEIGHT -  1119.    (meters)     3671.    (feet) SCALED
 NP0585  ______________________________________________________________________
 NP0585  GEOID HEIGHT    -        -18.711 (meters)                     GEOID18
 NP0585  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 NP0585  HORZ ORDER      -  FIRST
 NP0585
 NP0585.The horizontal coordinates were established by classical geodetic methods
 NP0585.and adjusted by the National Geodetic Survey in August 1997.
 NP0585
 NP0585.The orthometric height was scaled from a topographic map.
 NP0585
 NP0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0585.GEOID18 height accuracy estimate available here.
 NP0585
 NP0585.Click photographs - Photos may exist for this station.
 NP0585
 NP0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0585
 NP0585. The following values were computed from the NAD 83(1995) position.
 NP0585
 NP0585;                    North         East     Units Scale Factor Converg.
 NP0585;SPC NE       -   315,157.985   332,910.018   MT  0.99985979   -1 21 02.6
 NP0585;SPC NE       - 1,033,980.82  1,092,222.28   sFT  0.99985979   -1 21 02.6
 NP0585;UTM  13      - 4,726,647.962   742,767.923   MT  1.00032516   +2 00 28.0
 NP0585;UTM  14      - 4,726,870.540   250,964.040   MT  1.00036309   -2 03 34.8
 NP0585
 NP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0585!SPC NE       -   0.99982740  x   0.99985979  =   0.99968721
 NP0585!UTM  13      -   0.99982740  x   1.00032516  =   1.00015250
 NP0585!UTM  14      -   0.99982740  x   1.00036309  =   1.00019042
 NP0585
 NP0585:                Primary Azimuth Mark                     Grid Az
 NP0585:SPC NE       -  NIOBRARA AZ MK                           307 43 42.3
 NP0585:UTM  13      -  NIOBRARA AZ MK                           304 22 11.7
 NP0585:UTM  14      -  NIOBRARA AZ MK                           308 26 14.5
 NP0585
 NP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4276726647(NAD 83)
 NP0585
 NP0585|---------------------------------------------------------------------|
 NP0585| PID    Reference Object                     Distance      Geod. Az  |
 NP0585|                                                           dddmmss.s |
 NP0585| CQ3616 NIOBRARA RM 1                        15.722 METERS 00032     |
 NP0585| CQ3617 NIOBRARA RM 2                        12.760 METERS 08742     |
 NP0585| CQ3615 NIOBRARA AZ MK                                     3062239.7 |
 NP0585|---------------------------------------------------------------------|
 NP0585
 NP0585                          SUPERSEDED SURVEY CONTROL
 NP0585
 NP0585  NAD 83(1986)-  42 39 14.43117(N)    102 02 17.63936(W) AD(       ) 1
 NP0585  NAD 27      -  42 39 14.43400(N)    102 02 16.02800(W) AD(       ) 1
 NP0585
 NP0585.Superseded values are not recommended for survey control.
 NP0585
 NP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0585.See file dsdata.pdf to determine how the superseded data were derived.
 NP0585
 NP0585_MARKER: DS = TRIANGULATION STATION DISK
 NP0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0585_STAMPING: NIOBRARA 1946
 NP0585_MARK LOGO: CGS
 NP0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0585+STABILITY: SURFACE MOTION
 NP0585
 NP0585  HISTORY     - Date     Condition        Report By
 NP0585  HISTORY     - 1946     MONUMENTED       CGS
 NP0585  HISTORY     - 1968     GOOD             USGS
 NP0585
 NP0585                          STATION DESCRIPTION
 NP0585
 NP0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0585'LOCATED ABOUT 14 MILES, AIR LINE, SOUTHEAST OF GORDON, 1.5 MILES,
 NP0585'AIR LINE, EAST OF THE COUNTY LINE, 4 MILES SOUTH OF THE NIOBRARA
 NP0585'RIVER, ON THE SOUTH END AND HIGHEST POINT OF A LOW GRASS-COVERED
 NP0585'HILL OWNED BY MR. LEWIS VALENTINE.  IT IS ABOUT 0.15 MILE SOUTH
 NP0585'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED NIOBRARA 1946 AND
 NP0585'PROJECTS 1 FOOT.
 NP0585'
 NP0585'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL AND
 NP0585'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED NIOBRARA
 NP0585'NO 1 1946 AND PROJECTS 1 FOOT.
 NP0585'
 NP0585'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND ABOUT
 NP0585'2 FEET LOWER THAN THE STATION.  IT IS STAMPED NIOBRARA NO 2 1946
 NP0585'AND PROJECTS 1 FOOT.
 NP0585'
 NP0585'AZIMUTH MARK IS LOCATED ABOUT 0.35 MILE SOUTH OF A WINDMILL ON
 NP0585'THE SOUTH SIDE OF A LOW GRASSY HILL, 30 FEET WEST OF THE WEST END
 NP0585'OF A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 NP0585'IS STAMPED NIOBRARA 1946 AND PROJECTS 1 FOOT.
 NP0585'
 NP0585'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NP0585'HIGHWAY 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH ON STATE
 NP0585'HIGHWAY 27 FOR 3.65 MILES TO A CROSSROAD AND A SCHOOLHOUSE ON
 NP0585'THE RIGHT.  TURN LEFT, EAST, AND GO 2.9 MILES TO A FORK.  KEEP
 NP0585'RIGHT FORK, MAIN TRAVELED ROAD, AND GO 0.8 MILE.  TURN LEFT, FOR
 NP0585'2.0 MILES TO A CROSSROAD AND A SCHOOLHOUSE ON THE RIGHT.  TURN
 NP0585'RIGHT, SOUTH, AND GO 1.0 MILE TO A FORK.  TAKE LEFT FORK, EAST,
 NP0585'FOR 1.25 MILE TO A FORK.  TAKE RIGHT FORK AND GO 1.75 MILES TO
 NP0585'THE BRIDGE OVER THE NIOBRARA RIVER.  CONTINUE ON MAIN ROAD
 NP0585'FOR 0.8 MILE TO A T ROAD RIGHT AND A CATTLE GUARD.  TURN RIGHT,
 NP0585'SOUTH, AND FOLLOW TRACK ROAD FOR 1.55 MILES TO A WIRE GATE IN
 NP0585'AN EAST-WEST FENCE LINE.  PASS THROUGH THE GATE, TAKING
 NP0585'THE EXTREME LEFT FORK, FOR 0.4 MILE TO A WIRE GATE.  TURN
 NP0585'RIGHT, SOUTH, BEFORE GOING THROUGH THE GATE AND FOLLOW
 NP0585'ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MILE TO A ROAD AT A
 NP0585'FENCE CORNER.  TURN RIGHT, WEST, ON THE ROAD AND GO 0.05 MILE TO
 NP0585'A FORK.  TAKE LEFT FORK AND GO 0.2 MILE TO A FORK.  TAKE
 NP0585'LEFT FORK AND GO 0.25 MILE TO A FENCE CORNER AND THE END OF
 NP0585'THE ROAD.  CONTINUE DUE SOUTH, PASSING TO THE LEFT OF THE
 NP0585'WINDMILL, AND GO 0.45 MILE TO A WIRE GATE IN AN EAST-WEST
 NP0585'FENCE LINE AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE
 NP0585'AND TURN SHARP LEFT AND FOLLOW ALONG THE SOUTH SIDE OF THE
 NP0585'FENCE FOR 0.1 MILE.  TURN RIGHT AND GO 0.25 MILE TO THE
 NP0585'HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 NP0585
 NP0585                          STATION RECOVERY (1968)
 NP0585
 NP0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0585'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN
 NP0585'GOOD CONDITION AS DESCRIBED.
 NP0585'
 NP0585'THE OLD DESCRIPTION IS ADEQUATE.
 NP0585'
 NP0585'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1827 ***********************************************************************
 NM1827  DESIGNATION -  NIOBRARA RESET
 NM1827  PID         -  NM1827
 NM1827  STATE/COUNTY-  NE/KNOX
 NM1827  COUNTRY     -  US
 NM1827  USGS QUAD   -  SPARTA (2017)
 NM1827
 NM1827                         *CURRENT SURVEY CONTROL
 NM1827  ______________________________________________________________________
 NM1827* NAD 83(1995) POSITION- 42 44 03.66729(N) 097 57 49.25783(W)   ADJUSTED
 NM1827* NAVD 88 ORTHO HEIGHT -   496.4   (meters)     1629.    (feet) VERTCON
 NM1827  ______________________________________________________________________
 NM1827  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 NM1827  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 NM1827  HORZ ORDER      -  SECOND
 NM1827
 NM1827.The horizontal coordinates were established by classical geodetic methods
 NM1827.and adjusted by the National Geodetic Survey in August 1997.
 NM1827
 NM1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1827
 NM1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1827.GEOID18 height accuracy estimate available here.
 NM1827
 NM1827.Click photographs - Photos may exist for this station.
 NM1827
 NM1827.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1827
 NM1827. The following values were computed from the NAD 83(1995) position.
 NM1827
 NM1827;                    North         East     Units Scale Factor Converg.
 NM1827;SPC NE       -   324,075.523   666,722.882   MT  0.99988904   +1 20 58.1
 NM1827;SPC NE       - 1,063,237.78  2,187,406.66   sFT  0.99988904   +1 20 58.1
 NM1827;SPC SD S     -    47,318.631   794,032.427   MT  1.00002490   +1 38 04.9
 NM1827;SPC SD S     -   155,244.54  2,605,088.05   sFT  1.00002490   +1 38 04.9
 NM1827;UTM  14      - 4,731,836.368   584,831.863   MT  0.99968854   +0 42 11.8
 NM1827
 NM1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1827!SPC NE       -   0.99992619  x   0.99988904  =   0.99981524
 NM1827!SPC SD S     -   0.99992619  x   1.00002490  =   0.99995109
 NM1827!UTM  14      -   0.99992619  x   0.99968854  =   0.99961475
 NM1827
 NM1827:                Primary Azimuth Mark                     Grid Az
 NM1827:SPC NE       -  WARD                                     278 28 57.9
 NM1827:SPC SD S     -  WARD                                     278 11 51.1
 NM1827:UTM  14      -  WARD                                     279 07 44.2
 NM1827
 NM1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8483131836(NAD 83)
 NM1827
 NM1827|---------------------------------------------------------------------|
 NM1827| PID    Reference Object                     Distance      Geod. Az  |
 NM1827|                                                           dddmmss.s |
 NM1827| CQ5949 NIOBRARA RM 1                        14.230 METERS 09520     |
 NM1827| CQ5950 NIOBRARA RM 2                         7.846 METERS 19137     |
 NM1827| CQ5948 NIOBRARA AZ MK                                     2325925.8 |
 NM1827| NN0606 WARD                                APPROX.11.9 KM 2794956.0 |
 NM1827|---------------------------------------------------------------------|
 NM1827
 NM1827                          SUPERSEDED SURVEY CONTROL
 NM1827
 NM1827  NAD 83(1986)-  42 44 03.67644(N)    097 57 49.25645(W) AD(       ) 2
 NM1827  NAD 27      -  42 44 03.66900(N)    097 57 48.00700(W) AD(       ) 2
 NM1827  USSD        -  42 44 03.83500(N)    097 57 48.30000(W) AD(       ) 3
 NM1827  NGVD 29 (07/19/86)  496.2    (m)         1628.     (f) VERT ANG       
 NM1827
 NM1827.Superseded values are not recommended for survey control.
 NM1827
 NM1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1827.See file dsdata.pdf to determine how the superseded data were derived.
 NM1827
 NM1827_MARKER: DS = TRIANGULATION STATION DISK
 NM1827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1827_STAMPING: NIOBRARA MRC 1948
 NM1827_MARK LOGO: CGS
 NM1827_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1827
 NM1827  HISTORY     - Date     Condition        Report By
 NM1827  HISTORY     - 1891     MONUMENTED       MORC
 NM1827  HISTORY     - 1901     SEE DESCRIPTION  CGS
 NM1827  HISTORY     - 1935     GOOD             CGS
 NM1827  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NM1827  HISTORY     - 1948     GOOD             CGS
 NM1827  HISTORY     - 1976     GOOD             NEDR
 NM1827
 NM1827                          STATION DESCRIPTION
 NM1827
 NM1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1827'ON THE RIGHT BANK OF THE MISSOURI RIVER, ON A VERY SHARP
 NM1827'ROUND-TOPPED KNOB, AT THE WEST END OF A RIDGE WHICH TURNS
 NM1827'NORTH 200 FEET EAST OF THE STATION, RUNS 300 FEET, AND ENDS
 NM1827'IN A KNOB SIMILAR TO THE ONE AT THE WEST END.  THE STATION IS
 NM1827'ABOUT 2 MILES FROM THE RIVER, OPPOSITE RUNNING WATER, S. DAK.
 NM1827'THE STATION IS MARKED BY A SMALL DRILLED HOLE IN THE CENTER OF
 NM1827'A BLOCK OF STONE 18 INCHES SQUARE, PLACED 3 FEET BELOW THE
 NM1827'SURFACE OF THE GROUND.
 NM1827
 NM1827                          STATION RECOVERY (1935)
 NM1827
 NM1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1827'THREE MILES SOUTH-SOUTHEAST OF THE TOWN OF RUNNING WATER,
 NM1827'3 MILES EAST-SOUTHEAST OF NIOBRARA, AND 1 MILE DUE WEST OF A
 NM1827'LARGE FARMHOUSE AND BARN JUST VISIBLE FROM THE STATION, IN
 NM1827'SEC. 24, T. 32 N., R. 6 W., ON LAND LEASED BY FRANK COLWELL
 NM1827'WHO LIVES ABOUT 1-1/2 MILES NORTHEAST OF THE STATION.  THE
 NM1827'ORIGINAL DESCRIPTION OF THE HILL ON WHICH THE STATION IS LOCATED
 NM1827'IS VERY GOOD AND PERMITS IMMEDIATE IDENTIFICATION.  SURFACE
 NM1827'MARK WAS NOT RECOVERED.  UNDERGROUND MARK, A FLAT STONE
 NM1827'BLOCK WITH SMALL DRILL HOLE IN CENTER AND THE LETTERS U.S.
 NM1827'ABOVE AND A TRIANGLE BELOW, WAS RECOVERED AND FOUND TO BE
 NM1827'IN GOOD CONDITION.  IT IS ABOUT 3 FEET BELOW THE SURFACE
 NM1827'OF THE GROUND.
 NM1827'
 NM1827'TO REACH FROM THE BANK BUILDING IN NIOBRARA GO EAST ON STATE
 NM1827'HIGHWAY 12 FOR ABOUT 3.9 MILES TO MR. COLWELLS HOUSE ON THE
 NM1827'SOUTH SIDE OF THE HIGHWAY, PROCEED ABOUT 1-3/4 MILES ON PRIVATE
 NM1827'TRAIL, FIRST WEST ALONG FOOT OF BLUFF, THEN SOUTHWEST IN
 NM1827'THE HILLS TO SLOPE OF HIGHEST HILL.  THE COLWELL HOUSE IS
 NM1827'1-3/4 MILES EAST OF ROAD LEADING NORTH FROM HIGHWAY TO
 NM1827'NIOBRARA-RUNNING WATER FERRY LANDING.
 NM1827
 NM1827                          STATION RECOVERY (1935)
 NM1827
 NM1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NM1827'STATION RECOVERED AS DESCRIBED.  IT IS ON LAND LEASED TO
 NM1827'FRANK COLWELL.  IT IS MARKED BY A STANDARD MISSOURI RIVER
 NM1827'COMMISSION TRIANGULATION STATION MARK SET IN A PIPE 5 INCHES
 NM1827'IN DIAMETER WHICH IS SET OVER THE OLD U.S.C. AND G.S. UNDERGROUND
 NM1827'MARK, AND PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1827'NO ADDITIONAL MARKING WAS DONE AT THIS STATION, AS IT HAS
 NM1827'BEEN MARKED BY THE ENGINEERS OF THE MISSOURI RIVER COMMISSION,
 NM1827'WHO USE THE STATION FREQUENTLY AND REGULARLY FOR SURVEY WORK
 NM1827'INCIDENT TO THE DREDGING OPERATIONS IN THE RIVER.
 NM1827
 NM1827                          STATION RECOVERY (1948)
 NM1827
 NM1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1827'LOCATED ABOUT 3 MILES EAST AND 1-1/2 MILE SOUTH OF NIOBRARA.
 NM1827'ON THE SUMMIT OF A SMALL ROUNDTOPPED KNOLL (THE MOST WESTERLY
 NM1827'OF TWO).  NEAR THE CENTER OF SEC. 24, T. 32 N., R. 6 W..
 NM1827'ON LAND OWNED BY MRS. JESSIE COLWELL.  IT IS 6.7 FEET SOUTHEAST
 NM1827'OF A WHITE WITNESS POST AND IS THE HIGHEST POINT IN THIS
 NM1827'VICINITY.  THE STATION MARK IS A MISSOURI RIVER COMMISSION
 NM1827'PIPE, WITH THE USUAL IRON CAP MISSING.  A USC AND GS DISC
 NM1827'WAS SET IN THE TOP OF THE PIPE, WITH CONCRETE, AND STAMPED
 NM1827'NIOBRARA MRC 1948.  THE PIPE IS ABOUT 4 INCHES IN DIAMETER,
 NM1827'AND PROJECTS ABOUT 8 INCHES.
 NM1827'
 NM1827'REFERENCE MARK NO. 1 IS 46.69 FEET EAST OF THE STATION, ON
 NM1827'THE TOP OF THE EASTWARD EXTENSION OF THE KNOLL AND IS ABOUT
 NM1827'8 FEET LOWER THAN THE STATION.  THE MARK PROJECTS ABOUT 3
 NM1827'INCHES AND THE DISC IS STAMPED NIOBRARA MRC NO 1 1948.
 NM1827'
 NM1827'REFERENCE MARK NO. 2 IS 25.74 FEET SOUTH OF THE STATION,
 NM1827'ON THE SOUTHERLY EXTENSION OF THE KNOLL AND IS ABOUT 10
 NM1827'FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS ABOUT
 NM1827'4 INCHES AND THE DISC IS STAMPED NIOBRARA MRC NO 2 1948.
 NM1827'
 NM1827'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NM1827'ABOUT 100 FEET SOUTHWEST OF A WINDMILL, 32 FEET SOUTH OF
 NM1827'A GATE POST, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND
 NM1827'1 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 6
 NM1827'INCHES AND THE DISC IS STAMPED NIOBRARA MRC 1948.
 NM1827'
 NM1827'THE STATION WAS REACHED FROM THE POST OFFICE IN NIOBRARA BY
 NM1827'GOING EAST ON STATE HIGHWAY 12 FOR 2.25 MILES TO A CROSSROADS
 NM1827'AT A SIGN SPRINGFIELD AND MITCHELL, S.D..  HERE, TURN RIGHT
 NM1827'OR SOUTH AND FOLLOW DIRT ROAD FOR 1.15 MILES TO RANCH BUILDINGS.
 NM1827'PASS BETWEEN HOUSE AND BARN, CROSS A SMALL WASH, THEN RIGHT
 NM1827'ON A TRACK ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS THRU
 NM1827'GATE AND CONTINUE 0.2 MILE TO A WIRE GATE.  THENCE THRU GATE
 NM1827'AND FOLLOW TRACK ROAD ACROSS FIELD FOR 0.35 MILE TO A WIRE
 NM1827'GATE ON THE RIGHT.  TURN RIGHT, THRU GATE, THENCE LEFT AROUND
 NM1827'THE NORTH EDGE OF THE FIELD FOR 0.6 MILE TO A WIRE GATE,
 NM1827'JUST SOUTH OF A WINDMILL AND THE AZIMUTH MARK ON THE RIGHT
 NM1827'AS DESCRIBED ABOVE.  GO THRU GATE AND FOLLOW DIM ROAD,
 NM1827'NORTHERLY UP A DRAW TO THE TOP OF THE DIVIDE.  THENCE RIGHT
 NM1827'OR EASTERLY FOR ABOUT 50 YARDS TO THE HIGHEST POINT OF KNOLL
 NM1827'AND THE STATION SITE.
 NM1827'
 NM1827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1827
 NM1827                          STATION RECOVERY (1976)
 NM1827
 NM1827'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 NM1827'STATION, REF. 1, REF 2 FOUND IN GOOD CONDITION THE AZIMUTH IS
 NM1827'DESTROYED BY EROSION.
 NM1827'
 NM1827'NEAREST TOWN--NIOBRARA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0615 ***********************************************************************
 MN0615  DESIGNATION -  NIX
 MN0615  PID         -  MN0615
 MN0615  STATE/COUNTY-  NE/KIMBALL
 MN0615  COUNTRY     -  US
 MN0615  USGS QUAD   -  OLIVER RESERVOIR (2017)
 MN0615
 MN0615                         *CURRENT SURVEY CONTROL
 MN0615  ______________________________________________________________________
 MN0615* NAD 83(1995) POSITION- 41 10 37.24554(N) 103 49 26.91494(W)   ADJUSTED
 MN0615* NAVD 88 ORTHO HEIGHT -  1540.    (meters)     5052.    (feet) SCALED
 MN0615  ______________________________________________________________________
 MN0615  GEOID HEIGHT    -        -18.557 (meters)                     GEOID18
 MN0615  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 MN0615  HORZ ORDER      -  THIRD
 MN0615
 MN0615.The horizontal coordinates were established by classical geodetic methods
 MN0615.and adjusted by the National Geodetic Survey in August 1997.
 MN0615
 MN0615.The orthometric height was scaled from a topographic map.
 MN0615
 MN0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0615.GEOID18 height accuracy estimate available here.
 MN0615
 MN0615.Click photographs - Photos may exist for this station.
 MN0615
 MN0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0615
 MN0615. The following values were computed from the NAD 83(1995) position.
 MN0615
 MN0615;                    North         East     Units Scale Factor Converg.
 MN0615;SPC NE       -   156,275.992   179,326.219   MT  0.99967497   -2 32 03.3
 MN0615;SPC NE       -   512,715.48    588,339.44   sFT  0.99967497   -2 32 03.3
 MN0615;UTM  13      - 4,559,073.815   598,627.264   MT  0.99971972   +0 46 27.2
 MN0615
 MN0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0615!SPC NE       -   0.99976145  x   0.99967497  =   0.99943650
 MN0615!UTM  13      -   0.99976145  x   0.99971972  =   0.99948123
 MN0615
 MN0615:                Primary Azimuth Mark                     Grid Az
 MN0615:SPC NE       -  NIX AZ MK                                095 08 23.3
 MN0615:UTM  13      -  NIX AZ MK                                091 49 52.8
 MN0615
 MN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9862759073(NAD 83)
 MN0615
 MN0615|---------------------------------------------------------------------|
 MN0615| PID    Reference Object                     Distance      Geod. Az  |
 MN0615|                                                           dddmmss.s |
 MN0615| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.11.9 KM 0192736.0 |
 MN0615| CP7834 NIX RM 1                             14.190 METERS 09139     |
 MN0615| CP7833 NIX AZ MK                                          0923620.0 |
 MN0615| CP7835 NIX RM 2                             14.952 METERS 27053     |
 MN0615|---------------------------------------------------------------------|
 MN0615
 MN0615                          SUPERSEDED SURVEY CONTROL
 MN0615
 MN0615  NAD 83(1993)-  41 10 37.24503(N)    103 49 26.91487(W) AD(       ) 3
 MN0615  NAD 83(1986)-  41 10 37.23809(N)    103 49 26.91396(W) AD(       ) 3
 MN0615  NAD 27      -  41 10 37.30490(N)    103 49 25.11200(W) AD(       ) 3
 MN0615
 MN0615.Superseded values are not recommended for survey control.
 MN0615
 MN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0615.See file dsdata.pdf to determine how the superseded data were derived.
 MN0615
 MN0615_MARKER: DS = TRIANGULATION STATION DISK
 MN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0615_STAMPING: NIX 1963
 MN0615_MARK LOGO: CGS
 MN0615_PROJECTION: FLUSH
 MN0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0615+STABILITY: SURFACE MOTION
 MN0615
 MN0615  HISTORY     - Date     Condition        Report By
 MN0615  HISTORY     - 1963     MONUMENTED       CGS
 MN0615
 MN0615                          STATION DESCRIPTION
 MN0615
 MN0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0615'THE STATION IS 8-1/2 MILES WEST AND 4 MILES SOUTH OF KIMBALL,
 MN0615'IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION
 MN0615'23, T 14 N, R 57 W, AND ON THE SOUTH RIGHT-OF-WAY OF A COUNTY
 MN0615'ROAD.
 MN0615'
 MN0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0615'STATE HIGHWAY 71, GO WEST ON HIGHWAY 30 FOR 6.7 MILES TO A
 MN0615'GRAIN ELEVATOR ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 30 FOR
 MN0615'0.5 MILE TO A CROSSROAD AND A HOUSE IN THE SOUTHWEST ANGLE
 MN0615'OF THE INTERSECTION.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 MN0615'FOR 2.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 MN0615'GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 MN0615'FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND A FIELD ROAD ON
 MN0615'THE LEFT.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 0.45
 MN0615'MILE TO THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD.
 MN0615'
 MN0615'STATION MARKS ARE STANDARD DISKS STAMPED NIX 1963.  THE SURFACE
 MN0615'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0615'OF THE GROUND.  IT IS 119.5 FEET EAST OF A EAST END GATE POST,
 MN0615'31 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 4 FEET EAST OF
 MN0615'A METAL WITNESS POST, AND 2 FEET NORTH OF A FENCE.  THE
 MN0615'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 MN0615'BELOW THE SURFACE OF THE GROUND.
 MN0615'
 MN0615'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NIX NO 1 1963,
 MN0615'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0615'IS 50.5 FEET EAST OF THE METAL WITNESS POST, 32 FEET SOUTH
 MN0615'OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT NORTH OF THE FENCE.
 MN0615'
 MN0615'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NIX NO 2 1963, IS
 MN0615'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 MN0615'70 FEET EAST OF THE EAST END GATE POST, 45.5 FEET WEST OF
 MN0615'THE METAL WITNESS POST, 32 FEET SOUTH OF THE CENTER OF THE
 MN0615'GRAVEL ROAD, AND 1 FOOT NORTH OF THE FENCE.
 MN0615'
 MN0615'AZIMUTH MARK, A STANDARD DISK STAMPED NIX 1963, IS SET IN A
 MN0615'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 94 FEET
 MN0615'SOUTHWEST OF THE CENTER OF A T-ROAD INTERSECTION, 37 FEET WEST
 MN0615'OF THE CENTER OF A GRAVEL ROAD, 55 FEET SOUTH OF A CORNER FENCE
 MN0615'POST, AND 1 FOOT EAST OF A FENCE.
 MN0615'
 MN0615'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 MN0615'GRAVEL ROAD FOR 0.45 MILE TO A T-ROAD AND THE AZIMUTH MARK ON
 MN0615'THE RIGHT.
 MN0615'
 MN0615'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1095 ***********************************************************************
 ML1095  DESIGNATION -  NL 11 7
 ML1095  PID         -  ML1095
 ML1095  STATE/COUNTY-  NE/HOWARD
 ML1095  COUNTRY     -  US
 ML1095  USGS QUAD   -  ELBA (2017)
 ML1095
 ML1095                         *CURRENT SURVEY CONTROL
 ML1095  ______________________________________________________________________
 ML1095* NAD 83(1995) POSITION- 41 21 47.23160(N) 098 36 15.43665(W)   ADJUSTED
 ML1095* NAVD 88 ORTHO HEIGHT -   638.    (meters)     2093.    (feet) SCALED
 ML1095  ______________________________________________________________________
 ML1095  GEOID HEIGHT    -        -24.396 (meters)                     GEOID18
 ML1095  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 ML1095  HORZ ORDER      -  THIRD
 ML1095
 ML1095.The horizontal coordinates were established by classical geodetic methods
 ML1095.and adjusted by the National Geodetic Survey in August 1997.
 ML1095
 ML1095.The orthometric height was scaled from a topographic map.
 ML1095
 ML1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1095.GEOID18 height accuracy estimate available here.
 ML1095
 ML1095.Click photographs - Photos may exist for this station.
 ML1095
 ML1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1095
 ML1095. The following values were computed from the NAD 83(1995) position.
 ML1095
 ML1095;                    North         East     Units Scale Factor Converg.
 ML1095;SPC NE       -   170,787.287   616,737.080   MT  0.99966168   +0 55 29.8
 ML1095;SPC NE       -   560,324.62  2,023,411.57   sFT  0.99966168   +0 55 29.8
 ML1095;UTM  14      - 4,579,143.616   533,096.706   MT  0.99961348   +0 15 41.4
 ML1095
 ML1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1095!SPC NE       -   0.99990372  x   0.99966168  =   0.99956544
 ML1095!UTM  14      -   0.99990372  x   0.99961348  =   0.99951724
 ML1095
 ML1095:                Primary Azimuth Mark                     Grid Az
 ML1095:SPC NE       -  NL 11 7 AZ MK                            127 25 14.2
 ML1095:UTM  14      -  NL 11 7 AZ MK                            128 05 02.6
 ML1095
 ML1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3309679143(NAD 83)
 ML1095
 ML1095|---------------------------------------------------------------------|
 ML1095| PID    Reference Object                     Distance      Geod. Az  |
 ML1095|                                                           dddmmss.s |
 ML1095| CO1926 NL 11 7 RM 1                         13.764 METERS 06559     |
 ML1095| CO1925 NL 11 7 AZ MK                                      1282044.0 |
 ML1095| ML1094 ELBA MUNICIPAL TANK                 APPROX.11.8 KM 1595146.6 |
 ML1095| CO1927 NL 11 7 RM 2                         11.422 METERS 17223     |
 ML1095| ML1107 FARWELL MUNICIPAL TANK              APPROX.16.7 KM 1860734.1 |
 ML1095|---------------------------------------------------------------------|
 ML1095
 ML1095                          SUPERSEDED SURVEY CONTROL
 ML1095
 ML1095  NAD 83(1986)-  41 21 47.23860(N)    098 36 15.44144(W) AD(       ) 3
 ML1095  NAD 27      -  41 21 47.19400(N)    098 36 14.17200(W) AD(       ) 3
 ML1095
 ML1095.Superseded values are not recommended for survey control.
 ML1095
 ML1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1095.See file dsdata.pdf to determine how the superseded data were derived.
 ML1095
 ML1095_MARKER: DB = BENCH MARK DISK
 ML1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1095
 ML1095  HISTORY     - Date     Condition        Report By
 ML1095  HISTORY     - 1951     MONUMENTED       CGS
 ML1095
 ML1095                          STATION DESCRIPTION
 ML1095
 ML1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1095'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF ELBA, 2 MILES
 ML1095'EAST OF COTESFIELD AND 0.75 MILE EAST OF THE NORTH LOUP RIVER.
 ML1095'IT IS ABOUT 150 FEET SOUTHWEST OF THE HIGHEST POINT OF A GRASS
 ML1095'COVERED RIDGE WHICH IS THE MOST PROMINENT IN THE VICINITY.
 ML1095'
 ML1095'A U.S. BUREAU OF RECLAMATION MARK WAS USED FOR THE STATION.
 ML1095'IT IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK SET
 ML1095'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS STAMPED
 ML1095'NL-11-7 AND PROJECTS 2 INCHES.
 ML1095'
 ML1095'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK WELDED ON
 ML1095'THE TOP OF A 2.5 INCH IRON PIPE.  IT IS STAMPED NL-11-7 NO 1 1951
 ML1095'AND PROJECTS 7 INCHES.
 ML1095'
 ML1095'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK WELDED
 ML1095'ON THE TOP OF A 2.5 INCH IRON PIPE.  IT IS STAMPED NL-11-7
 ML1095'NO 2 1951 AND PROJECTS 4 INCHES.
 ML1095'
 ML1095'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1095'NO. 2 IS 66.3 FEET.
 ML1095'
 ML1095'THE AZIMUTH MARK IS LOCATED 33 FEET EAST OF THE CENTER OF A
 ML1095'NORTH-SOUTH GRAVELED ROAD, 16 FEET SOUTH OF THE CENTER OF A
 ML1095'FIELD ENTRANCE, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT
 ML1095'SOUTHWEST OF THE SOUTH END OF A WIRE GATE.  IT IS STAMPED
 ML1095'NL-11-7 1951 AND PROJECTS 6 INCHES.
 ML1095'
 ML1095'TO REACH THE STATION FROM THE POST OFFICE IN COTESFIELD, GO
 ML1095'EAST FOR 0.05 MILE TO A CROSS-STREET, TURN LEFT AND GO NORTH
 ML1095'0.05 MILE TO STATE HIGHWAY 11.  CROSS STATE HIGHWAY 11 AND
 ML1095'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.55 MILE TO A CROSSROAD,
 ML1095'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO THE
 ML1095'BRIDGE ACROSS THE NORTH LOUP RIVER, CROSS THE BRIDGE AND
 ML1095'CONTINUE EAST FOR 0.05 MILE TO A T ROAD INTERSECTION, TURN
 ML1095'RIGHT AND GO SOUTHEAST FOR 0.05 MILE TO THE END OF TRUCK
 ML1095'TRAVEL.  FROM THIS POINT PACK EAST UP RIDGE FOR ABOUT 0.5
 ML1095'MILE TO THE HIGHEST RIDGE AND THE STATION AS DESCRIBED.
 ML1095'
 ML1095'TO REACH THE AZIMUTH MARK FROM THE NORTH LOUP RIVER BRIDGE,
 ML1095'(AS MENTIONED ABOVE), GO EAST FOR 0.05 MILE TO A T ROAD
 ML1095'INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD
 ML1095'1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY UP
 ML1095'HILL ON A GRAVELED ROAD FOR 0.5 MILE TO A FIELD ENTRANCE ON
 ML1095'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2453 ***********************************************************************
 AI2453  DESIGNATION -  NLGN1 A
 AI2453  PID         -  AI2453
 AI2453  STATE/COUNTY-  NE/PIERCE
 AI2453  COUNTRY     -  US
 AI2453  USGS QUAD   -  TILDEN NE (2017)
 AI2453
 AI2453                         *CURRENT SURVEY CONTROL
 AI2453  ______________________________________________________________________
 AI2453* NAD 83(2011) POSITION- 42 12 47.60095(N) 097 47 45.46329(W)   ADJUSTED
 AI2453* NAD 83(2011) ELLIP HT-   497.591 (meters)        (06/27/12)   ADJUSTED
 AI2453* NAD 83(2011) EPOCH   -  2010.00
 AI2453* NAVD 88 ORTHO HEIGHT -   522.367 (meters)     1713.80  (feet) ADJUSTED
 AI2453  ______________________________________________________________________
 AI2453  GEOID HEIGHT    -        -24.790 (meters)                     GEOID18
 AI2453  NAD 83(2011) X  -   -641,806.130 (meters)                     COMP
 AI2453  NAD 83(2011) Y  - -4,687,756.034 (meters)                     COMP
 AI2453  NAD 83(2011) Z  -  4,263,509.101 (meters)                     COMP
 AI2453  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 AI2453  DYNAMIC HEIGHT  -        522.169 (meters)     1713.15  (feet) COMP
 AI2453  MODELED GRAVITY -    980,226.9   (mgal)                       NAVD 88
 AI2453
 AI2453  VERT ORDER      -  SECOND    CLASS I
 AI2453
 AI2453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2453  Standards:
 AI2453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2453  -------------------------------------------------------------------
 AI2453  NETWORK    0.29   1.25           0.13   0.10   0.64      0.06355879
 AI2453  -------------------------------------------------------------------
 AI2453  Click here for local accuracies and other accuracy information.
 AI2453
 AI2453.This is a reference station for the NELIGH
 AI2453.National Continuously Operating Reference Station (NLGN).
 AI2453
 AI2453.The horizontal coordinates were established by GPS observations
 AI2453.and adjusted by the National Geodetic Survey in June 2012.
 AI2453
 AI2453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2453.been affixed to the stable North American tectonic plate. See 
 AI2453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2453
 AI2453.The horizontal coordinates are valid at the epoch date displayed above
 AI2453.which is a decimal equivalence of Year/Month/Day.
 AI2453
 AI2453.The orthometric height was determined by differential leveling and
 AI2453.adjusted by the NATIONAL GEODETIC SURVEY
 AI2453.in July 2002.
 AI2453
 AI2453.No vertical observational check was made to the station.
 AI2453
 AI2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2453.GEOID18 height accuracy estimate available here.
 AI2453
 AI2453.Click photographs - Photos may exist for this station.
 AI2453
 AI2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2453
 AI2453.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2453
 AI2453.The ellipsoidal height was determined by GPS observations
 AI2453.and is referenced to NAD 83.
 AI2453
 AI2453.The dynamic height is computed by dividing the NAVD 88
 AI2453.geopotential number by the normal gravity value computed on the
 AI2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2453.degrees latitude (g = 980.6199 gals.).
 AI2453
 AI2453.The modeled gravity was interpolated from observed gravity values.
 AI2453
 AI2453. The following values were computed from the NAD 83(2011) position.
 AI2453
 AI2453;                    North         East     Units Scale Factor Converg.
 AI2453;SPC NE       -   266,553.994   681,927.372   MT  0.99973477   +1 27 38.2
 AI2453;SPC NE       -   874,519.23  2,237,290.05   sFT  0.99973477   +1 27 38.2
 AI2453;UTM  14      - 4,674,152.182   599,382.705   MT  0.99972153   +0 48 32.6
 AI2453
 AI2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2453!SPC NE       -   0.99992196  x   0.99973477  =   0.99965676
 AI2453!UTM  14      -   0.99992196  x   0.99972153  =   0.99964352
 AI2453
 AI2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9938274152(NAD 83)
 AI2453
 AI2453                          SUPERSEDED SURVEY CONTROL
 AI2453
 AI2453  NAD 83(2007)-  42 12 47.60081(N)    097 47 45.46417(W) AD(2002.00) 0
 AI2453  ELLIP H (02/10/07)  497.627  (m)                       GP(2002.00)    
 AI2453  ELLIP H (09/24/01)  497.615  (m)                       GP(       ) 4 2
 AI2453  NAD 83(1995)-  42 12 47.60029(N)    097 47 45.46435(W) AD(       ) B
 AI2453  ELLIP H (06/14/00)  497.616  (m)                       GP(       ) 4 1
 AI2453  NAVD 88             522.37   (m)         1713.8    (f) LEVELING    3  
 AI2453
 AI2453.Superseded values are not recommended for survey control.
 AI2453
 AI2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2453.See file dsdata.pdf to determine how the superseded data were derived.
 AI2453
 AI2453_MARKER: F = FLANGE-ENCASED ROD
 AI2453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2453_STAMPING: NLGN1 A 1999
 AI2453_MARK LOGO: NGS
 AI2453_PROJECTION: FLUSH
 AI2453_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2453+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2453_ROD/PIPE-DEPTH: 12.2 meters
 AI2453_SLEEVE-DEPTH  : 0.9 meters
 AI2453
 AI2453  HISTORY     - Date     Condition        Report By
 AI2453  HISTORY     - 1999     MONUMENTED       NGS
 AI2453  HISTORY     - 20130807 GOOD             JEOCON
 AI2453
 AI2453                          STATION DESCRIPTION
 AI2453
 AI2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2453'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2453'IN PIERCE, THENCE 21.5 KM (13.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2453'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 536 AVENUE, 10.5 KM (6.50 MI)
 AI2453'EAST OF THE AVENUE CENTERLINE, 7.5 M (24.6 FT) NORTH OF THE CENTER OF
 AI2453'A FIELD ENTRANCE, 4.7 M (15.4 FT) NORTH-NORTHEAST OF THE NORTH END OF
 AI2453'A CULVERT UNDER THE FIELD ENTRANCE, 0.4 M (1.3 FT) WEST OF A WITNESS
 AI2453'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AI2453'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AI2453'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AI2453'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS SITE
 AI2453'REFERENCE STATION.
 AI2453
 AI2453                          STATION RECOVERY (2013)
 AI2453
 AI2453'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 AI2453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2454 ***********************************************************************
 AI2454  DESIGNATION -  NLGN1 B
 AI2454  PID         -  AI2454
 AI2454  STATE/COUNTY-  NE/PIERCE
 AI2454  COUNTRY     -  US
 AI2454  USGS QUAD   -  TILDEN NE (2017)
 AI2454
 AI2454                         *CURRENT SURVEY CONTROL
 AI2454  ______________________________________________________________________
 AI2454* NAD 83(2011) POSITION- 42 12 21.54631(N) 097 48 03.58161(W)   ADJUSTED
 AI2454* NAD 83(2011) ELLIP HT-   500.723 (meters)        (06/27/12)   ADJUSTED
 AI2454* NAD 83(2011) EPOCH   -  2010.00
 AI2454* NAVD 88 ORTHO HEIGHT -   525.495 (meters)     1724.06  (feet) ADJUSTED
 AI2454  ______________________________________________________________________
 AI2454  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 AI2454  NAD 83(2011) X  -   -642,291.531 (meters)                     COMP
 AI2454  NAD 83(2011) Y  - -4,688,237.085 (meters)                     COMP
 AI2454  NAD 83(2011) Z  -  4,262,915.708 (meters)                     COMP
 AI2454  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 AI2454  DYNAMIC HEIGHT  -        525.296 (meters)     1723.41  (feet) COMP
 AI2454  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 AI2454
 AI2454  VERT ORDER      -  SECOND    CLASS I
 AI2454
 AI2454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2454  Standards:
 AI2454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2454  -------------------------------------------------------------------
 AI2454  NETWORK    0.30   1.25           0.14   0.10   0.64      0.06013648
 AI2454  -------------------------------------------------------------------
 AI2454  Click here for local accuracies and other accuracy information.
 AI2454
 AI2454.This is a reference station for the NELIGH
 AI2454.National Continuously Operating Reference Station (NLGN).
 AI2454
 AI2454.The horizontal coordinates were established by GPS observations
 AI2454.and adjusted by the National Geodetic Survey in June 2012.
 AI2454
 AI2454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2454.been affixed to the stable North American tectonic plate. See 
 AI2454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2454
 AI2454.The horizontal coordinates are valid at the epoch date displayed above
 AI2454.which is a decimal equivalence of Year/Month/Day.
 AI2454
 AI2454.The orthometric height was determined by differential leveling and
 AI2454.adjusted by the NATIONAL GEODETIC SURVEY
 AI2454.in July 2002.
 AI2454
 AI2454.No vertical observational check was made to the station.
 AI2454
 AI2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2454.GEOID18 height accuracy estimate available here.
 AI2454
 AI2454.Click photographs - Photos may exist for this station.
 AI2454
 AI2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2454
 AI2454.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2454
 AI2454.The ellipsoidal height was determined by GPS observations
 AI2454.and is referenced to NAD 83.
 AI2454
 AI2454.The dynamic height is computed by dividing the NAVD 88
 AI2454.geopotential number by the normal gravity value computed on the
 AI2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2454.degrees latitude (g = 980.6199 gals.).
 AI2454
 AI2454.The modeled gravity was interpolated from observed gravity values.
 AI2454
 AI2454. The following values were computed from the NAD 83(2011) position.
 AI2454
 AI2454;                    North         East     Units Scale Factor Converg.
 AI2454;SPC NE       -   265,739.979   681,532.474   MT  0.99973322   +1 27 26.2
 AI2454;SPC NE       -   871,848.58  2,235,994.46   sFT  0.99973322   +1 27 26.2
 AI2454;UTM  14      - 4,673,342.720   598,978.580   MT  0.99972054   +0 48 20.0
 AI2454
 AI2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2454!SPC NE       -   0.99992147  x   0.99973322  =   0.99965471
 AI2454!UTM  14      -   0.99992147  x   0.99972054  =   0.99964204
 AI2454
 AI2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9897873342(NAD 83)
 AI2454
 AI2454                          SUPERSEDED SURVEY CONTROL
 AI2454
 AI2454  NAD 83(2007)-  42 12 21.54617(N)    097 48 03.58249(W) AD(2002.00) 0
 AI2454  ELLIP H (02/10/07)  500.759  (m)                       GP(2002.00)    
 AI2454  ELLIP H (09/24/01)  500.748  (m)                       GP(       ) 4 2
 AI2454  NAD 83(1995)-  42 12 21.54565(N)    097 48 03.58266(W) AD(       ) B
 AI2454  ELLIP H (06/14/00)  500.749  (m)                       GP(       ) 4 1
 AI2454  NAVD 88             525.50   (m)         1724.1    (f) LEVELING    3  
 AI2454
 AI2454.Superseded values are not recommended for survey control.
 AI2454
 AI2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2454.See file dsdata.pdf to determine how the superseded data were derived.
 AI2454
 AI2454_MARKER: F = FLANGE-ENCASED ROD
 AI2454_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2454_STAMPING: NLGN1 B 1999
 AI2454_MARK LOGO: NGS
 AI2454_PROJECTION: FLUSH
 AI2454_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2454+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2454_ROD/PIPE-DEPTH: 18.6 meters
 AI2454_SLEEVE-DEPTH  : 0.9 meters
 AI2454
 AI2454  HISTORY     - Date     Condition        Report By
 AI2454  HISTORY     - 1999     MONUMENTED       NGS
 AI2454  HISTORY     - 20120710 GOOD             JEOCON
 AI2454
 AI2454                          STATION DESCRIPTION
 AI2454
 AI2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2454'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2454'IN PIERCE, THENCE 21.9 KM (13.60 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2454'27.2 M (89.2 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 10.4 M
 AI2454'(34.1 FT) NORTH OF THE ROAD CENTER, 6.7 M (22.0 FT) WEST OF THE CENTER
 AI2454'OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE,
 AI2454'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE
 AI2454'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2454'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON COUNTY
 AI2454'ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS SITE REFERENCE STATION.
 AI2454
 AI2454                          STATION RECOVERY (2012)
 AI2454
 AI2454'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1022 ***********************************************************************
 LH1022  DESIGNATION -  NOEL
 LH1022  PID         -  LH1022
 LH1022  STATE/COUNTY-  NE/FURNAS
 LH1022  COUNTRY     -  US
 LH1022  USGS QUAD   -  PRECEPT (2017)
 LH1022
 LH1022                         *CURRENT SURVEY CONTROL
 LH1022  ______________________________________________________________________
 LH1022* NAD 83(1995) POSITION- 40 07 02.40691(N) 099 43 26.57459(W)   ADJUSTED
 LH1022* NAVD 88 ORTHO HEIGHT -   693.    (meters)     2274.    (feet) SCALED
 LH1022  ______________________________________________________________________
 LH1022  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 LH1022  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 LH1022  HORZ ORDER      -  FIRST
 LH1022
 LH1022.The horizontal coordinates were established by classical geodetic methods
 LH1022.and adjusted by the National Geodetic Survey in August 1997.
 LH1022
 LH1022.The orthometric height was scaled from a topographic map.
 LH1022
 LH1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1022.GEOID18 height accuracy estimate available here.
 LH1022
 LH1022.Click photographs - Photos may exist for this station.
 LH1022
 LH1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1022
 LH1022. The following values were computed from the NAD 83(1995) position.
 LH1022
 LH1022;                    North         East     Units Scale Factor Converg.
 LH1022;SPC NE       -    31,571.839   523,522.941   MT  0.99994903   +0 10 58.3
 LH1022;SPC NE       -   103,581.94  1,717,591.52   sFT  0.99994903   +0 10 58.3
 LH1022;UTM  14      - 4,441,031.623   438,301.071   MT  0.99964686   -0 27 59.6
 LH1022
 LH1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1022!SPC NE       -   0.99989514  x   0.99994903  =   0.99984418
 LH1022!UTM  14      -   0.99989514  x   0.99964686  =   0.99954204
 LH1022
 LH1022:                Primary Azimuth Mark                     Grid Az
 LH1022:SPC NE       -  NOEL AZ MK                               089 03 19.6
 LH1022:UTM  14      -  NOEL AZ MK                               089 42 17.5
 LH1022
 LH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3830141031(NAD 83)
 LH1022
 LH1022|---------------------------------------------------------------------|
 LH1022| PID    Reference Object                     Distance      Geod. Az  |
 LH1022|                                                           dddmmss.s |
 LH1022| CO1929 NOEL RM 1                            38.222 METERS 00148     |
 LH1022| LH1019 STAMFORD MUNICIPAL TANK             APPROX.11.4 KM 0804426.9 |
 LH1022| CO1928 NOEL AZ MK                                         0891417.9 |
 LH1022| CO1930 NOEL RM 2                            33.757 METERS 18602     |
 LH1022|---------------------------------------------------------------------|
 LH1022
 LH1022                          SUPERSEDED SURVEY CONTROL
 LH1022
 LH1022  NAD 83(1986)-  40 07 02.41136(N)    099 43 26.57693(W) AD(       ) 1
 LH1022  NAD 27      -  40 07 02.38300(N)    099 43 25.16300(W) AD(       ) 1
 LH1022
 LH1022.Superseded values are not recommended for survey control.
 LH1022
 LH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1022.See file dsdata.pdf to determine how the superseded data were derived.
 LH1022
 LH1022_MARKER: DS = TRIANGULATION STATION DISK
 LH1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1022_STAMPING: NOEL 1935
 LH1022_MARK LOGO: CGS
 LH1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1022+STABILITY: SURFACE MOTION
 LH1022
 LH1022  HISTORY     - Date     Condition        Report By
 LH1022  HISTORY     - 1935     MONUMENTED       CGS
 LH1022
 LH1022                          STATION DESCRIPTION
 LH1022
 LH1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1022'STATION NOEL LIES 5.5 MILES EAST AND 1.5 MILES SOUTH OF BEAVER
 LH1022'CITY, 0.2 MILE WEST OF FARM BUILDINGS OCCUPIED BY W.A. NOEL, 25
 LH1022'FEET EAST OF CENTER OF GRADED ROAD, 5 FEET WEST OF FENCE, 80
 LH1022'FEET SOUTH OF EAST-WEST FARM ROAD, ON THE HIGHEST GROUND IN
 LH1022'THE VICINITY.  STATION MARK PROJECTS 8 INCHES.
 LH1022'
 LH1022'REFERENCE MARK NO. 1 IS NORTH OF STATION, 41 FEET
 LH1022'EAST OF CENTER OF ROAD, 1 FOOT WEST OF FENCE, 208 FEET NORTH OF
 LH1022'EAST-WEST ROAD, AND PROJECTS 6 INCHES.
 LH1022'
 LH1022'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 2-1/2
 LH1022'FEET NORTHEAST OF FENCE CORNER, AND PROJECTS 6 INCHES.
 LH1022'
 LH1022'AZIMUTH MARK IS EAST OF STATION, 15 FEET NORTH OF
 LH1022'CENTER OF ROAD, AND PROJECTS 6 INCHES.
 LH1022'
 LH1022'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATION SPORING.
 LH1022'A 10-FOOT STAND WAS USED.
 LH1022'
 LH1022'STATION IS REACHED FROM SQUARE IN BEAVER CITY BY DRIVING SOUTH
 LH1022'2 BLOCKS TO STATE HIGHWAY 89, TURN LEFT (EAST) FOR 5.5 MILES
 LH1022'TO POINT WHERE HIGHWAY 89 TURNS LEFT (NORTH).  AT THIS POINT
 LH1022'LEAVE HIGHWAY 89 AND CONTINUE STRAIGHT AHEAD (EAST) 0.1 MILE,
 LH1022'TURN RIGHT (SOUTH) FOR 1.5 MILES TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0886 ***********************************************************************
 LG0886  DESIGNATION -  NORA AZ MK
 LG0886  PID         -  LG0886
 LG0886  STATE/COUNTY-  NE/NUCKOLLS
 LG0886  COUNTRY     -  US
 LG0886  USGS QUAD   -  OAK (2017)
 LG0886
 LG0886                         *CURRENT SURVEY CONTROL
 LG0886  ______________________________________________________________________
 LG0886* NAD 83(1995) POSITION- 40 11 22.45554(N) 097 58 20.45311(W)   NO CHECK
 LG0886* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 LG0886  ______________________________________________________________________
 LG0886  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 LG0886  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LG0886  HORZ ORDER      -  THIRD
 LG0886
 LG0886.The horizontal coordinates were established by classical geodetic methods
 LG0886.and adjusted by the National Geodetic Survey in August 1997.
 LG0886
 LG0886.No horizontal observational check was made to the station.
 LG0886
 LG0886.The orthometric height was scaled from a topographic map.
 LG0886
 LG0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0886.GEOID18 height accuracy estimate available here.
 LG0886
 LG0886.Click photographs - Photos may exist for this station.
 LG0886
 LG0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0886
 LG0886. The following values were computed from the NAD 83(1995) position.
 LG0886
 LG0886;                    North         East     Units Scale Factor Converg.
 LG0886;SPC NE       -    41,579.145   672,639.557   MT  0.99991969   +1 20 37.4
 LG0886;SPC NE       -   136,414.24  2,206,818.28   sFT  0.99991969   +1 20 37.4
 LG0886;UTM  14      - 4,449,304.369   587,477.795   MT  0.99969420   +0 39 47.5
 LG0886
 LG0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0886!SPC NE       -   0.99992142  x   0.99991969  =   0.99984111
 LG0886!UTM  14      -   0.99992142  x   0.99969420  =   0.99961564
 LG0886
 LG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8747749304(NAD 83)
 LG0886
 LG0886                          SUPERSEDED SURVEY CONTROL
 LG0886
 LG0886  NAD 83(1986)-  40 11 22.46116(N)    097 58 20.45231(W) AD(       ) 3
 LG0886  NAD 27      -  40 11 22.43418(N)    097 58 19.31403(W) AD(       ) 3
 LG0886
 LG0886.Superseded values are not recommended for survey control.
 LG0886
 LG0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0886.See file dsdata.pdf to determine how the superseded data were derived.
 LG0886
 LG0886_MARKER: DZ = AZIMUTH MARK DISK
 LG0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0886_STAMPING: NORA 1947
 LG0886_MARK LOGO: CGS
 LG0886_PROJECTION: FLUSH
 LG0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0886+STABILITY: SURFACE MOTION
 LG0886
 LG0886  HISTORY     - Date     Condition        Report By
 LG0886  HISTORY     - 1947     MONUMENTED       CGS
 LG0886  HISTORY     - 1975     GOOD             NGS
 LG0886
 LG0886                          STATION DESCRIPTION
 LG0886
 LG0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0886'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORA 1947, SET IN THE
 LG0886'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0886'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF A GRAVELED
 LG0886'ROAD, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 LG0886'POST.
 LG0886'
 LG0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT ROAD
 LG0886'FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 LG0886'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0885 ***********************************************************************
 LG0885  DESIGNATION -  NORA RESET
 LG0885  PID         -  LG0885
 LG0885  STATE/COUNTY-  NE/NUCKOLLS
 LG0885  COUNTRY     -  US
 LG0885  USGS QUAD   -  OAK (2017)
 LG0885
 LG0885                         *CURRENT SURVEY CONTROL
 LG0885  ______________________________________________________________________
 LG0885* NAD 83(1995) POSITION- 40 11 27.24967(N) 097 57 45.79388(W)   ADJUSTED
 LG0885* NAVD 88 ORTHO HEIGHT -   531.    (meters)     1742.    (feet) SCALED
 LG0885  ______________________________________________________________________
 LG0885  GEOID HEIGHT    -        -26.218 (meters)                     GEOID18
 LG0885  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 LG0885  HORZ ORDER      -  SECOND
 LG0885
 LG0885.The horizontal coordinates were established by classical geodetic methods
 LG0885.and adjusted by the National Geodetic Survey in August 1997.
 LG0885
 LG0885.The orthometric height was scaled from a topographic map.
 LG0885
 LG0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0885.GEOID18 height accuracy estimate available here.
 LG0885
 LG0885.Click photographs - Photos may exist for this station.
 LG0885
 LG0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0885
 LG0885. The following values were computed from the NAD 83(1995) position.
 LG0885
 LG0885;                    North         East     Units Scale Factor Converg.
 LG0885;SPC NE       -    41,746.232   673,455.637   MT  0.99991916   +1 21 00.4
 LG0885;SPC NE       -   136,962.43  2,209,495.70   sFT  0.99991916   +1 21 00.4
 LG0885;UTM  14      - 4,449,461.715   588,295.620   MT  0.99969597   +0 40 10.0
 LG0885
 LG0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0885!SPC NE       -   0.99992079  x   0.99991916  =   0.99983996
 LG0885!UTM  14      -   0.99992079  x   0.99969597  =   0.99961678
 LG0885
 LG0885:                Primary Azimuth Mark                     Grid Az
 LG0885:SPC NE       -  NORA AZ MK                               258 25 44.1
 LG0885:UTM  14      -  NORA AZ MK                               259 06 34.5
 LG0885
 LG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8829549461(NAD 83)
 LG0885
 LG0885|---------------------------------------------------------------------|
 LG0885| PID    Reference Object                     Distance      Geod. Az  |
 LG0885|                                                           dddmmss.s |
 LG0885| CO1931 NORA RM 1                            15.740 METERS 01651     |
 LG0885| CO1933 NORA RM 3                            13.820 METERS 01749     |
 LG0885| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.18.6 KM 0425341.1 |
 LG0885| CO1932 NORA RM 2                             5.349 METERS 11809     |
 LG0885| LG0880 RUSKIN MUNICIPAL TANK               APPROX. 9.4 KM 1230027.0 |
 LG0885| LG0886 NORA AZ MK                          APPROX. 0.8 KM 2594644.5 |
 LG0885| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.19.7 KM 3575735.5 |
 LG0885|---------------------------------------------------------------------|
 LG0885
 LG0885                          SUPERSEDED SURVEY CONTROL
 LG0885
 LG0885  NAD 83(1986)-  40 11 27.25526(N)    097 57 45.79307(W) AD(       ) 2
 LG0885  NAD 27      -  40 11 27.22900(N)    097 57 44.65600(W) AD(       ) 2
 LG0885
 LG0885.Superseded values are not recommended for survey control.
 LG0885
 LG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0885.See file dsdata.pdf to determine how the superseded data were derived.
 LG0885
 LG0885_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0885_STAMPING: NORA 1947 1975
 LG0885_MARK LOGO: NGS
 LG0885_PROJECTION: FLUSH
 LG0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0885+STABILITY: SURFACE MOTION
 LG0885
 LG0885  HISTORY     - Date     Condition        Report By
 LG0885  HISTORY     - 1947     MONUMENTED       CGS
 LG0885  HISTORY     - 1975     GOOD             NGS
 LG0885
 LG0885                          STATION DESCRIPTION
 LG0885
 LG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0885'STATION IS LOCATED ABOUT 2 MILES NORTH OF NORA AND 6 MILES
 LG0885'NORTHWEST OF RUSKIN.  THE MARK, STAMPED NORA 1947, IS 24
 LG0885'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 18 FEET
 LG0885'NORTHWEST OF A FENCE CORNER, 9 FEET NORTH OF A FENCE, 9 FEET
 LG0885'NORTH OF A WITNESS POST AND PROJECTS 8 INCHES.
 LG0885'
 LG0885'REFERENCE MARK NO. 1, STAMPED NORA NO 1 1947, IS 21 FEET
 LG0885'NORTH OF THE CENTER LINE OF AN EAST WEST ROAD, 15 FEET
 LG0885'SOUTH OF THE WEST END OF A WIRE GATE AND PROJECTS 8 INCHES.
 LG0885'
 LG0885'REFERENCE MARK NO. 2, STAMPED NORA NO 2 1947, IS 33 FEET
 LG0885'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT NORTHWEST
 LG0885'OF A FENCE CORNER AND PROJECTS 8 INCHES.
 LG0885'
 LG0885'THE AZIMUTH MARK, STAMPED NORA 1947, IS 30 FEET WEST OF THE
 LG0885'CENTER LINE OF A NORTH-SOUTH ROAD, 2 FEET SOUTH OF A WITNESS
 LG0885'POST, 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE AND PROJECTS
 LG0885'8 INCHES.
 LG0885'
 LG0885'TO REACH THE STATION FROM THE SCHOOL BUILDING IN NORA, GO
 LG0885'NORTH ON GRAVELED ROAD FOR 2.05 MILES TO A CROSSROAD.  TURN
 LG0885'RIGHT EAST AND GO 0.5 MILE TO THE SUMMIT OF A LOW RIDGE AND
 LG0885'STATION ON THE RIGHT, SOUTH SIDE OF ROAD.
 LG0885'
 LG0885'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.5 MILE
 LG0885'TO A CROSS ROAD, TURN LEFT, SOUTH, AND GO 0.1 MILE TO THE MARK ON
 LG0885'RIGHT, WEST, SIDE OF ROAD.
 LG0885'
 LG0885'A 87 FOOT SIGNAL AT STATION SKULLY IS VG.
 LG0885'
 LG0885'A 74 FOOT SIGNAL AT STATION JACKSON IS VG.
 LG0885'
 LG0885'A 74 FOOT SIGNAL AT STATION LOONTJER IS VG.
 LG0885'
 LG0885'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LG0885
 LG0885                          STATION RECOVERY (1975)
 LG0885
 LG0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0885'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LG0885'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 LG0885'STATION MARK WAS FOUND PUSHED OUT OF POSITION AND CHIPPED.  A
 LG0885'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND STATION
 LG0885'MARK AND REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO
 LG0885'REFERENCE MARK 1 MEASURED .03 FOOT SHORTER AND THE DISTANCE TO
 LG0885'REFERENCE MARK 2 MEASURED .04 FOOT LONGER THIS DATE.  THE
 LG0885'DIRECTIONS TO THE REFERENCE MARKS AND EDGAR, MUNICIPAL WATER TANK
 LG0885'COMPARED FAVORABLY WITH THE PREVIOUS DIRECTIONS.  FOLLOWING IS A
 LG0885'NEW COMPLETE DESCRIPTION--
 LG0885'
 LG0885'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF NORA AND 6.0 MILES
 LG0885'NORTHWEST OF RUSKIN AND ON THE SOUTH SIDE OF A DIRT COUNTY ROAD.
 LG0885'
 LG0885'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED NORA 1947 1975,
 LG0885'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0885'GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE CENTER OF THE DIRT
 LG0885'ROAD, 9 FEET NORTH OF THE WEST END GATE POST AND 8.5 FEET NORTH OF
 LG0885'A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK
 LG0885'STAMPED NORA 1947, SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 LG0885'BELOW THE GROUND SURFACE.
 LG0885'
 LG0885'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NORA NO 1 1947, SET IN
 LG0885'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LG0885'ABOVE THE GROUND SURFACE.  IT IS 23 FEET NORTH OF THE CENTER OF THE
 LG0885'DIRT ROAD, 9 FEET NORTH-NORTHEAST OF A CORNER FENCE POST, 6 FEET
 LG0885'NORTH OF A METAL WITNESS POST AND 3.6 FEET WEST OF A FENCE.
 LG0885'
 LG0885'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NORA NO 2 1947, SET IN
 LG0885'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LG0885'ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF THE
 LG0885'DIRT ROAD, 17 FEET EAST OF THE METAL WITNESS POST AND 1.5 FEET
 LG0885'NORTH-NORTHWEST OF THE EAST END GATE POST.
 LG0885'
 LG0885'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0885'NORA 1947 NO 3 1975, AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LG0885'IT IS 16 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 3.5 FEET
 LG0885'NORTHEAST OF A CORNER FENCE POST AND 0.7 FOOT SOUTH OF THE METAL
 LG0885'WITNESS POST.
 LG0885'
 LG0885'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORA 1947, SET IN THE
 LG0885'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0885'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF A GRAVELED
 LG0885'ROAD, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 LG0885'POST.
 LG0885'
 LG0885'TO REACH THE STATION FROM THE SCHOOL BUILDING IN NORA, GO NORTH ON
 LG0885'SURFACED ROAD FOR 0.35 MILE TO A RAILROAD TRACK.  CONTINUE NORTH ON
 LG0885'A GRAVELED ROAD FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LG0885'EAST ON A DIRT ROAD FOR 0.5 MILE TO TOP OF HILL, A GATE AND STATION
 LG0885'ON THE RIGHT AND A JOG IN FENCELINE ON THE LEFT.
 LG0885'
 LG0885'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT ROAD
 LG0885'FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 LG0885'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0885'
 LG0885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES NORTH OF
 LG0885'NORA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0378 ***********************************************************************
 NO0378  DESIGNATION -  NORDEN
 NO0378  PID         -  NO0378
 NO0378  STATE/COUNTY-  NE/KEYA PAHA
 NO0378  COUNTRY     -  US
 NO0378  USGS QUAD   -  NORDEN (2017)
 NO0378
 NO0378                         *CURRENT SURVEY CONTROL
 NO0378  ______________________________________________________________________
 NO0378* NAD 83(1995) POSITION- 42 51 23.79089(N) 100 05 14.36017(W)   ADJUSTED
 NO0378* NAVD 88 ORTHO HEIGHT -   788.    (meters)     2585.    (feet) SCALED
 NO0378  ______________________________________________________________________
 NO0378  GEOID HEIGHT    -        -22.926 (meters)                     GEOID18
 NO0378  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 NO0378  HORZ ORDER      -  SECOND
 NO0378
 NO0378.The horizontal coordinates were established by classical geodetic methods
 NO0378.and adjusted by the National Geodetic Survey in August 1997.
 NO0378
 NO0378.The orthometric height was scaled from a topographic map.
 NO0378
 NO0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0378.GEOID18 height accuracy estimate available here.
 NO0378
 NO0378.Click photographs - Photos may exist for this station.
 NO0378
 NO0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0378
 NO0378. The following values were computed from the NAD 83(1995) position.
 NO0378
 NO0378;                    North         East     Units Scale Factor Converg.
 NO0378;SPC NE       -   335,695.807   492,863.571   MT  0.99993739   -0 03 28.3
 NO0378;SPC NE       - 1,101,361.99  1,617,003.23   sFT  0.99993739   -0 03 28.3
 NO0378;UTM  14      - 4,745,464.970   411,167.936   MT  0.99969708   -0 44 22.6
 NO0378
 NO0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0378!SPC NE       -   0.99987998  x   0.99993739  =   0.99981738
 NO0378!UTM  14      -   0.99987998  x   0.99969708  =   0.99957710
 NO0378
 NO0378:                Primary Azimuth Mark                     Grid Az
 NO0378:SPC NE       -  NORDEN AZ MK                             042 28 27.3
 NO0378:UTM  14      -  NORDEN AZ MK                             043 09 21.6
 NO0378
 NO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1116745464(NAD 83)
 NO0378
 NO0378|---------------------------------------------------------------------|
 NO0378| PID    Reference Object                     Distance      Geod. Az  |
 NO0378|                                                           dddmmss.s |
 NO0378| CO3363 NORDEN AZ MK                                       0422459.0 |
 NO0378| CO3365 NORDEN RM 2                          23.105 METERS 09129     |
 NO0378| CO3364 NORDEN RM 1                          19.406 METERS 32818     |
 NO0378|---------------------------------------------------------------------|
 NO0378
 NO0378                          SUPERSEDED SURVEY CONTROL
 NO0378
 NO0378  NAD 83(1986)-  42 51 23.79567(N)    100 05 14.37268(W) AD(       ) 2
 NO0378  NAD 27      -  42 51 23.77900(N)    100 05 12.93700(W) AD(       ) 2
 NO0378
 NO0378.Superseded values are not recommended for survey control.
 NO0378
 NO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0378.See file dsdata.pdf to determine how the superseded data were derived.
 NO0378
 NO0378_MARKER: DS = TRIANGULATION STATION DISK
 NO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0378_STAMPING: NORDEN 1949
 NO0378_MARK LOGO: CGS
 NO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0378+STABILITY: SURFACE MOTION
 NO0378
 NO0378  HISTORY     - Date     Condition        Report By
 NO0378  HISTORY     - 1949     MONUMENTED       CGS
 NO0378
 NO0378                          STATION DESCRIPTION
 NO0378
 NO0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0378'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL KNOLL,
 NO0378'ABOUT 1 MILE SOUTHWEST OF NORDEN, 2-1/2 FEET NORTH OF A WITNESS
 NO0378'POST, AND IS ON LAND OWNED BY MR. E.G. FISHER.  IT PROJECTS
 NO0378'6 INCHES AND IS STAMPED NORDEN 1949.
 NO0378'
 NO0378'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT
 NO0378'PROJECTS 3 INCHES AND IS STAMPED NORDEN NO 1 1949.
 NO0378'
 NO0378'REFERENCE MARK NO. 2 IS 6 FEET LOWER THAN THE STATION.  IT
 NO0378'PROJECTS 4 INCHES AND IS STAMPED NORDEN NO 2 1949.
 NO0378'
 NO0378'THE AZIMUTH MARK IS SET IN A FENCE LINE, 35 FEET NORTH OF A FENCE
 NO0378'CORNER AND 1-1/2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 NO0378'5 INCHES AND IS STAMPED NORDEN 1949.
 NO0378'
 NO0378'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN NORDEN,
 NO0378'GO WEST FOR 0.3 MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR
 NO0378'0.45 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT, PASS
 NO0378'THROUGH THE GATE AND CONTINUE SOUTHWESTERLY FOR 0.65 MILE TO MR.
 NO0378'FISHERS YARD, TURN SHARP RIGHT AND GO NORTHWEST ON A DIM TRACK
 NO0378'ROAD FOR 0.2 MILE TO A SMALL BUT PROMINENT KNOLL AND THE STATION
 NO0378'AS DESCRIBED.
 NO0378'
 NO0378'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1158 ***********************************************************************
 NM1158  DESIGNATION -  NORFOLK
 NM1158  PID         -  NM1158
 NM1158  STATE/COUNTY-  NE/MADISON
 NM1158  COUNTRY     -  US
 NM1158  USGS QUAD   -  NORFOLK (2017)
 NM1158
 NM1158                         *CURRENT SURVEY CONTROL
 NM1158  ______________________________________________________________________
 NM1158* NAD 83(1995) POSITION- 42 02 03.78549(N) 097 26 15.70927(W)   ADJUSTED
 NM1158* NAVD 88 ORTHO HEIGHT -   502.309 (meters)     1647.99  (feet) ADJUSTED
 NM1158  ______________________________________________________________________
 NM1158  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 NM1158  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 NM1158  DYNAMIC HEIGHT  -        502.112 (meters)     1647.35  (feet) COMP
 NM1158  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 NM1158
 NM1158  HORZ ORDER      -  SECOND
 NM1158  VERT ORDER      -  FIRST     CLASS II
 NM1158
 NM1158.The horizontal coordinates were established by classical geodetic methods
 NM1158.and adjusted by the National Geodetic Survey in August 1997.
 NM1158
 NM1158.The orthometric height was determined by differential leveling and
 NM1158.adjusted by the NATIONAL GEODETIC SURVEY
 NM1158.in June 1991.
 NM1158
 NM1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1158.GEOID18 height accuracy estimate available here.
 NM1158
 NM1158.Click photographs - Photos may exist for this station.
 NM1158
 NM1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1158
 NM1158.The dynamic height is computed by dividing the NAVD 88
 NM1158.geopotential number by the normal gravity value computed on the
 NM1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1158.degrees latitude (g = 980.6199 gals.).
 NM1158
 NM1158.The modeled gravity was interpolated from observed gravity values.
 NM1158
 NM1158. The following values were computed from the NAD 83(1995) position.
 NM1158
 NM1158;                    North         East     Units Scale Factor Converg.
 NM1158;SPC NE       -   247,518.943   712,079.957   MT  0.99970108   +1 41 52.9
 NM1158;SPC NE       -   812,068.40  2,336,215.66   sFT  0.99970108   +1 41 52.9
 NM1158;UTM  14      - 4,654,774.620   629,318.225   MT  0.99980578   +1 02 46.4
 NM1158
 NM1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1158!SPC NE       -   0.99992511  x   0.99970108  =   0.99962622
 NM1158!UTM  14      -   0.99992511  x   0.99980578  =   0.99973091
 NM1158
 NM1158:                Primary Azimuth Mark                     Grid Az
 NM1158:SPC NE       -  NORFOLK AZ MK                            061 22 29.4
 NM1158:UTM  14      -  NORFOLK AZ MK                            062 01 35.9
 NM1158
 NM1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2931854774(NAD 83)
 NM1158
 NM1158|---------------------------------------------------------------------|
 NM1158| PID    Reference Object                     Distance      Geod. Az  |
 NM1158|                                                           dddmmss.s |
 NM1158| NM1774 HOSKINS TANK                        APPROX.13.8 KM 0525450.4 |
 NM1158| NM1161 NORFOLK AZ MK                                      0630422.3 |
 NM1158| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX. 4.9 KM 0631147.6 |
 NM1158| NM1785 NORFOLK STANDPIPE                   APPROX. 1.4 KM 0714717.8 |
 NM1158| NM1786 NORFOLK EAST RADIO TOWER             36.778 METERS 09926     |
 NM1158| NM1159 NORFOLK RM 1                          9.760 METERS 16335     |
 NM1158| NM1787 NORFOLK WEST RADIO TOWER             19.824 METERS 25057     |
 NM1158| NM1160 NORFOLK RM 2                          9.905 METERS 25451     |
 NM1158|---------------------------------------------------------------------|
 NM1158
 NM1158                          SUPERSEDED SURVEY CONTROL
 NM1158
 NM1158  NAD 83(1986)-  42 02 03.79499(N)    097 26 15.71172(W) AD(       ) 2
 NM1158  NAD 27      -  42 02 03.78200(N)    097 26 14.51900(W) AD(       ) 2
 NM1158  NGVD 29 (??/??/92)  502.125  (m)         1647.39   (f) ADJ UNCH    1 2
 NM1158  NGVD 29             502.13   (m)         1647.4    (f) LEVELING    3  
 NM1158
 NM1158.Superseded values are not recommended for survey control.
 NM1158
 NM1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1158.See file dsdata.pdf to determine how the superseded data were derived.
 NM1158
 NM1158_MARKER: DS = TRIANGULATION STATION DISK
 NM1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1158_STAMPING: NORFOLK 1935
 NM1158_MARK LOGO: CGS
 NM1158_PROJECTION: FLUSH
 NM1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1158+STABILITY: SURFACE MOTION
 NM1158
 NM1158  HISTORY     - Date     Condition        Report By
 NM1158  HISTORY     - 1935     MONUMENTED       CGS
 NM1158  HISTORY     - 1935     GOOD             CGS
 NM1158  HISTORY     - 1953     GOOD             CGS
 NM1158  HISTORY     - 1963     GOOD             USGS
 NM1158
 NM1158                          STATION DESCRIPTION
 NM1158
 NM1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1158'STATION IS LOCATED ON THE WEST SIDE OF THE CITY OF NORFOLK,
 NM1158'IN THE SOUTHWEST QUARTER SEC. 21, T. 24 N., R. 1 W., ON SAME LOT
 NM1158'AS RADIO STATION WJAG, 8.5 FEET NORTH-NORTHEAST OF NORTHEAST
 NM1158'CORNER OF RADIO BUILDING AND 12 FEET SOUTH OF CENTERLINE OF
 NM1158'ROAD LEADING TO STATION.
 NM1158'
 NM1158'REACHED FROM INTERSECTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 8
 NM1158'BY GOING WEST ON STATE HIGHWAY 8 FOR 0.35 MILE, THENCE NORTH
 NM1158'ON EIGHTEENTH STREET FOR 0.1 MILE, THENCE WEST 0.1 MILE, THENCE
 NM1158'NORTH AND WEST 0.1 MILE TO RADIO STATION AND MARK.  MARK IS FLUSH
 NM1158'WITH GROUND.
 NM1158'
 NM1158'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 13 FEET EAST-SOUTHEAST
 NM1158'OF SOUTHEAST CORNER OF RADIO BUILDING.
 NM1158'
 NM1158'REFERENCE MARK NO. 2 IS WEST OF STATION, 7 FEET EAST OF NORTHWEST
 NM1158'CORNER OF RADIO BUILDING.
 NM1158'
 NM1158'AZIMUTH MARK IS 2.25 MILES EAST-NORTHEAST (AIRLINE) NEAR THE
 NM1158'STATE HOSPITAL FOR THE INSANE.  REACHED FROM THE INTERSECTION
 NM1158'OF STATE HIGHWAYS 8 AND 35 IN DOWNTOWN NORFOLK BY GOING NORTH
 NM1158'ON STATE HIGHWAY 35 FOR 1.0 MILE.  TURN EAST AND GO 1.0 MILE,
 NM1158'THENCE NORTH 0.4 MILE TO STATE HOSPITAL.  MARK IS 30 FEET WEST OF
 NM1158'CENTERLINE OF ROAD IN FENCE LINE.
 NM1158'
 NM1158'OFFICE NOTE--OBVIOUS ERROR IN CONVERSION OF R.M. 2 DISTANCE.
 NM1158'
 NM1158'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NM1158
 NM1158                          STATION RECOVERY (1935)
 NM1158
 NM1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1158'0.7 MI W FROM NORFOLK.
 NM1158'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 NM1158'NO. 275 AT 275 AT NORFOLK, PROCEED 0.1 MILE NORTH ALONG U.S.
 NM1158'HIGHWAY NO. 81 TO KOENIGSTEIN AVENUE, THENCE 0.6 MILE WEST ALONG
 NM1158'KOENIGSTEIN AVENUE TO THE END OF THE AVENUE AT THE TOP OF A
 NM1158'PROMINENT STEEP HILL UPON WHICH IS LOCATED THE TRANSMITTING TOWERS
 NM1158'OF RADIO STATION WJAG.  STATION IS 116.0 FEET WEST OF THE NORTHWEST
 NM1158'LEG OF THE EAST TOWER, 58.1 FEET EAST NORTHEAST OF THE NORTHEAST
 NM1158'CORNER OF THE CONCRETE FOUNDATION FOR THE BUILDING WHICH HOUSES
 NM1158'THE RADIO EQUIPMENT, 32.0 FEET NORTH OF REERENCE MARK NORFOLK
 NM1158'NO 1, 29.9 FEET EAST OF REFERENCE MARK NORFOLK NO 2, BRONZE
 NM1158'TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT FLUSH WITH
 NM1158'THE TOP OF THE GROUND.
 NM1158
 NM1158                          STATION RECOVERY (1953)
 NM1158
 NM1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 NM1158'STATION IS LOCATED ON THE W SIDE OF THE CITY OF NORFOLK, IN THE
 NM1158'SW QUARTER OF SECTION 21, T 24 N, R 1 W, ON THE SAME LOT AS A
 NM1158'PRIVATE RESIDENCE (FORMERLY RADIO STATION WJAG), 8.5 FT. N-NW OF
 NM1158'THE NE CORNER OF THE RESIDENCE, AND 12 FT. S OF A ROAD LEADING
 NM1158'TO THE RESIDENCE.
 NM1158'
 NM1158'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 81 AND 275 BY GOING
 NM1158'W ON U.S. HIGHWAY 275 FOR 0.35 MI., THENCE N ON EIGHTEENTH STREET
 NM1158'FOR 0.1 MI., THENCE W FOR 0.1 MI., THENCE N AND W FOR 0.1 MI.
 NM1158'TO A PRIVATE RESIDENCE (FORMERLY RADIO STATION WJAG) AND MARK.
 NM1158'MARK IS FLUSH WITH THE GROUND.
 NM1158'
 NM1158'REFERENCE MARK 2 IS W OF THE STATION, AND 7 FT. E OF THE NW CORNER
 NM1158'OF THE RESIDENCE.  DISTANCE FROM STATION SHOULD READ 9.095 M.
 NM1158'
 NM1158'REFERENCE MARK 1 IS NOW BURIED UNDER A CONCRETE PATIO.
 NM1158'
 NM1158'AZIMUTH MARK NOT SEARCHED FOR, DESCRIPTION SHOULD READ FROM THE
 NM1158'INTERSECTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 35.
 NM1158'
 NM1158'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 NM1158
 NM1158                          STATION RECOVERY (1963)
 NM1158
 NM1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1158'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1224 ***********************************************************************
 NM1224  DESIGNATION -  NORFOLK 3
 NM1224  PID         -  NM1224
 NM1224  STATE/COUNTY-  NE/MADISON
 NM1224  COUNTRY     -  US
 NM1224  USGS QUAD   -  NORFOLK (2017)
 NM1224
 NM1224                         *CURRENT SURVEY CONTROL
 NM1224  ______________________________________________________________________
 NM1224* NAD 83(1986) POSITION- 42 00 20.99   (N) 097 25 34.12   (W)   HD_HELD1
 NM1224* NAVD 88 ORTHO HEIGHT -   461.941 (meters)     1515.55  (feet) ADJUSTED
 NM1224  ______________________________________________________________________
 NM1224  GEOID HEIGHT    -        -24.781 (meters)                     GEOID18
 NM1224  DYNAMIC HEIGHT  -        461.759 (meters)     1514.95  (feet) COMP
 NM1224  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 NM1224
 NM1224  VERT ORDER      -  FIRST     CLASS II
 NM1224
 NM1224.The horizontal coordinates were determined by differentially corrected
 NM1224.hand held GPS observations or other comparable positioning techniques
 NM1224.and have an estimated accuracy of +/- 3 meters.
 NM1224
 NM1224.The orthometric height was determined by differential leveling and
 NM1224.adjusted by the NATIONAL GEODETIC SURVEY
 NM1224.in June 1991.
 NM1224
 NM1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1224.GEOID18 height accuracy estimate available here.
 NM1224
 NM1224.Click photographs - Photos may exist for this station.
 NM1224
 NM1224.The dynamic height is computed by dividing the NAVD 88
 NM1224.geopotential number by the normal gravity value computed on the
 NM1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1224.degrees latitude (g = 980.6199 gals.).
 NM1224
 NM1224.The modeled gravity was interpolated from observed gravity values.
 NM1224
 NM1224;                    North         East    Units  Estimated Accuracy
 NM1224;SPC NE       -   244,378.1     713,130.2     MT  (+/- 3 meters HH1 GPS) 
 NM1224
 NM1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3033251621(NAD 83)
 NM1224
 NM1224                          SUPERSEDED SURVEY CONTROL
 NM1224
 NM1224  NGVD 29 (??/??/92)  461.756  (m)         1514.94   (f) ADJ UNCH    1 2
 NM1224
 NM1224.Superseded values are not recommended for survey control.
 NM1224
 NM1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1224.See file dsdata.pdf to determine how the superseded data were derived.
 NM1224
 NM1224_MARKER: P = PIPE CAP
 NM1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1224_MARK LOGO: USGS
 NM1224_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1224+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2010
 NM1224
 NM1224  HISTORY     - Date     Condition        Report By
 NM1224  HISTORY     - UNK      MONUMENTED       USGS
 NM1224  HISTORY     - 1935     GOOD             CGS
 NM1224  HISTORY     - 20071023 GOOD             NEDR
 NM1224  HISTORY     - 20100322 GOOD             INDIV
 NM1224
 NM1224                          STATION DESCRIPTION
 NM1224
 NM1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1224'1.9 MI S FROM NORFOLK.
 NM1224'1.9 MI S ALONG U.S. HIGHWAY 81 FROM THE JUNCTION OF U.S. HIGHWAY
 NM1224'275 AT NORFOLK, MADISON COUNTY, 0.6 MI S OF THE OVERHEAD BRIDGE
 NM1224'OVER THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 0.15 MI N
 NM1224'OF THE N END OF THE BRIDGE OVER ELKHORN RIVER, AT THE S (MAIN)
 NM1224'ENTRANCE TO THE TAHA-ZOUKA PARK, 104 FT E OF THE CENTER LINE OF
 NM1224'THE HIGHWAY, 51 FT E OF A POINT MIDWAY BETWEEN AND IN LINE WITH
 NM1224'TWO LARGE STONE GATEPOSTS, 61 FT W OF THE W BANK OF THE OLD
 NM1224'CHANNEL OF ELKHORN RIVER, 37 FT W OF A POWER-TRANSMISSION LINE
 NM1224'POLE, 19 FT NE OF THE CENTER LINE OF THE PARK DRIVEWAY, 0.8 FOOT
 NM1224'W OF A 1-1/2 IN GALVANIZED-IRON FENCE POST WHICH IS BEING USED
 NM1224'FOR A MARKER POST, AND 1.5 FEET UNDER GROUND.  A UNITED STATES
 NM1224'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-IN
 NM1224'IRON PIPE.
 NM1224
 NM1224                          STATION RECOVERY (2007)
 NM1224
 NM1224'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (GAT)
 NM1224'FOUND CAP 1.5' DEEP WITH A 1 1/2 IN. GALVANIZED IRON FENCE POST 0.8'
 NM1224'EAST OF THE MARK. I RUN A LINE BETWEEN THE EAST FACE OF THE TWO
 NM1224'ORIGINAL STONE GATEPOST AND AT 11' SOUTH OF THE NORTH GATEPOST I RUN
 NM1224'EAST 49.5' TO THE MARK. FROM THE CENTERLINE JOINT OF THE CONCRETE
 NM1224'DRIVE, NORTHEAST 15.85' TO MARK. FROM THE NORTH EDGE OF CONCRETE
 NM1224'DRIVE, NORTHEAST 6.15' TO MARK. FROM THE BASE OF 48 IN COTTONWOOD
 NM1224'TREE, NORTHWEST 55.6' TO MARK. FROM THE TOP OF GAS RISER, SOUTHEAST
 NM1224'92.15 FEET TO MARK. FROM NAIL ON TOP OF GUARD RAIL POST, SOUTHWEST
 NM1224'TO MARK. THE CAP IS ORIENTATED ON A AZIMUTH OF ABOUT 135 DEGREES
 NM1224'FROM NORTH.
 NM1224
 NM1224                          STATION RECOVERY (2010)
 NM1224
 NM1224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 NM1224'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1161 ***********************************************************************
 NM1161  DESIGNATION -  NORFOLK AZ MK
 NM1161  PID         -  NM1161
 NM1161  STATE/COUNTY-  NE/MADISON
 NM1161  COUNTRY     -  US
 NM1161  USGS QUAD   -  NORFOLK (2017)
 NM1161
 NM1161                         *CURRENT SURVEY CONTROL
 NM1161  ______________________________________________________________________
 NM1161* NAD 83(1986) POSITION- 42 03 12.     (N) 097 23 16.     (W)   SCALED
 NM1161* NAVD 88 ORTHO HEIGHT -   493.519 (meters)     1619.15  (feet) ADJUSTED
 NM1161  ______________________________________________________________________
 NM1161  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 NM1161  DYNAMIC HEIGHT  -        493.327 (meters)     1618.52  (feet) COMP
 NM1161  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 NM1161
 NM1161  VERT ORDER      -  FIRST     CLASS II
 NM1161
 NM1161.The horizontal coordinates were scaled from a map and have
 NM1161.an estimated accuracy of +/- 6 seconds.
 NM1161
 NM1161.The orthometric height was determined by differential leveling and
 NM1161.adjusted by the NATIONAL GEODETIC SURVEY
 NM1161.in June 1991.
 NM1161
 NM1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1161.GEOID18 height accuracy estimate available here.
 NM1161
 NM1161.Click photographs - Photos may exist for this station.
 NM1161
 NM1161.The dynamic height is computed by dividing the NAVD 88
 NM1161.geopotential number by the normal gravity value computed on the
 NM1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1161.degrees latitude (g = 980.6199 gals.).
 NM1161
 NM1161.The modeled gravity was interpolated from observed gravity values.
 NM1161
 NM1161;                    North         East    Units  Estimated Accuracy
 NM1161;SPC NE       -   249,750.      716,150.      MT  (+/- 180 meters Scaled)
 NM1161
 NM1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM334569(NAD 83)
 NM1161
 NM1161                          SUPERSEDED SURVEY CONTROL
 NM1161
 NM1161  NGVD 29 (??/??/92)  493.333  (m)         1618.54   (f) ADJ UNCH    1 2
 NM1161
 NM1161.Superseded values are not recommended for survey control.
 NM1161
 NM1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1161.See file dsdata.pdf to determine how the superseded data were derived.
 NM1161
 NM1161_MARKER: DZ = AZIMUTH MARK DISK
 NM1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1161_STAMPING: NORFOLK 1935
 NM1161_MARK LOGO: CGS
 NM1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1161+STABILITY: SURFACE MOTION
 NM1161
 NM1161  HISTORY     - Date     Condition        Report By
 NM1161  HISTORY     - 1935     MONUMENTED       CGS
 NM1161  HISTORY     - 1947     GOOD             CGS
 NM1161  HISTORY     - 1977     GOOD             LOCENG
 NM1161
 NM1161                          STATION DESCRIPTION
 NM1161
 NM1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1161'2.4 MI NE FROM NORFOLK.
 NM1161'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 275 AND STATE
 NM1161'HIGHWAY NO. 35 AT NORFOLK, PROCEED 1.0 MILE NORTH ALONG STATE
 NM1161'HIGHWAY NO. 35 TO AN OILED ROAD LEADING EAST, THENCE 1.0 MILE EAST
 NM1161'AND 0.4 MILE NORTH ALONG AN OILED ROAD TO THE TOP OF A HILL ALONG
 NM1161'THE WEST SIDE OF THE STATE HOSPITAL FROM THE INSANE ZIMUTH MARK IS
 NM1161'223.0 FEET SOUTH OF THE CENTER OF THE WEST (MAIN) ENTRANCE TO
 NM1161'THE HOSPITAL BUILDINGS, 33.0 FEET WEST OF THE CENTER OF THE
 NM1161'NORTH-SOUTH ROAD, 5.0 FEET NORTH OF A POWER LINE TRANSFORMER
 NM1161'POLE, 1.3 FOOT SOUTH OF A REFERENCE POST, A BRONZE AZIMUTH MARK
 NM1161'DISK SET IN A CONCRETE POST UNDER THE WEST RIGHT OF WAY FENCE,
 NM1161'ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 NM1161
 NM1161                          STATION RECOVERY (1977)
 NM1161
 NM1161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NM1161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1159 ***********************************************************************
 NM1159  DESIGNATION -  NORFOLK RM 1
 NM1159  PID         -  NM1159
 NM1159  STATE/COUNTY-  NE/MADISON
 NM1159  COUNTRY     -  US
 NM1159  USGS QUAD   -  NORFOLK (2017)
 NM1159
 NM1159                         *CURRENT SURVEY CONTROL
 NM1159  ______________________________________________________________________
 NM1159* NAD 83(1986) POSITION- 42 02 03.48   (N) 097 26 15.59   (W)   HD_HELD1
 NM1159* NAVD 88 ORTHO HEIGHT -   501.699 (meters)     1645.99  (feet) ADJUSTED
 NM1159  ______________________________________________________________________
 NM1159  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 NM1159  DYNAMIC HEIGHT  -        501.502 (meters)     1645.34  (feet) COMP
 NM1159  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 NM1159
 NM1159  VERT ORDER      -  FIRST     CLASS II
 NM1159
 NM1159.The horizontal coordinates were determined by differentially corrected
 NM1159.hand held GPS observations or other comparable positioning techniques
 NM1159.and have an estimated accuracy of +/- 3 meters.
 NM1159
 NM1159.The orthometric height was determined by differential leveling and
 NM1159.adjusted by the NATIONAL GEODETIC SURVEY
 NM1159.in June 1991.
 NM1159
 NM1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1159.GEOID18 height accuracy estimate available here.
 NM1159
 NM1159.Click photographs - Photos may exist for this station.
 NM1159
 NM1159.The dynamic height is computed by dividing the NAVD 88
 NM1159.geopotential number by the normal gravity value computed on the
 NM1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1159.degrees latitude (g = 980.6199 gals.).
 NM1159
 NM1159.The modeled gravity was interpolated from observed gravity values.
 NM1159
 NM1159;                    North         East    Units  Estimated Accuracy
 NM1159;SPC NE       -   247,509.6     712,083.0     MT  (+/- 3 meters HH1 GPS) 
 NM1159
 NM1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2932154765(NAD 83)
 NM1159
 NM1159                          SUPERSEDED SURVEY CONTROL
 NM1159
 NM1159  NGVD 29 (??/??/92)  501.515  (m)         1645.39   (f) ADJ UNCH    1 2
 NM1159
 NM1159.Superseded values are not recommended for survey control.
 NM1159
 NM1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1159.See file dsdata.pdf to determine how the superseded data were derived.
 NM1159
 NM1159_MARKER: DR = REFERENCE MARK DISK
 NM1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1159_STAMPING: NORFOLK NO 1 1935
 NM1159_MARK LOGO: CGS
 NM1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1159+STABILITY: SURFACE MOTION
 NM1159
 NM1159  HISTORY     - Date     Condition        Report By
 NM1159  HISTORY     - 1935     MONUMENTED       CGS
 NM1159
 NM1159                          STATION DESCRIPTION
 NM1159
 NM1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1159'0.7 MI W FROM NORFOLK.
 NM1159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 NM1159'NO. 275 AT NORFOLK, PROCEED 0.1 MILE NORTH ALONG U.S. HIGHWAY
 NM1159'NO. 81 TO KOENGSTEIN AVENUE, THENCE 0.6 MILE WEST ALONG KOENGSTEIN
 NM1159'AVENUE TO THE END OF THE AVENUE AT THE TOP OF A STEEP HILL UPON
 NM1159'WHICH IS LOCATED THE TRANSMITTING TOWERS OF RADIO STATION WJAG.
 NM1159'REFERENCE MARK IS 107.0 FEET WEST OF THE SOUTHWEST OF THE EAST
 NM1159'TOWER AND 65.0 FEET EAST OF THE SOUTHEAST LEG OF THE WEST TOWER,
 NM1159'13.2 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 NM1159'FOR THE BUILDING WHICH HOUSES THE RADIO EQUIPMENT 9.7 FEET SOUTH
 NM1159'OF THE CENTER OF THE TOP OF A CONCRETE UNDER GROUND WATER CISTERN,
 NM1159'32.0 FEET SOUTH OF NORFOLK TRIANGULATION STATION, BROZSE REFERENCE
 NM1159'MARK DISK SET IN A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1160 ***********************************************************************
 NM1160  DESIGNATION -  NORFOLK RM 2
 NM1160  PID         -  NM1160
 NM1160  STATE/COUNTY-  NE/MADISON
 NM1160  COUNTRY     -  US
 NM1160  USGS QUAD   -  NORFOLK (2017)
 NM1160
 NM1160                         *CURRENT SURVEY CONTROL
 NM1160  ______________________________________________________________________
 NM1160* NAD 83(1986) POSITION- 42 02 03.70   (N) 097 26 16.12   (W)   HD_HELD1
 NM1160* NAVD 88 ORTHO HEIGHT -   502.285 (meters)     1647.91  (feet) ADJUSTED
 NM1160  ______________________________________________________________________
 NM1160  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 NM1160  DYNAMIC HEIGHT  -        502.089 (meters)     1647.27  (feet) COMP
 NM1160  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 NM1160
 NM1160  VERT ORDER      -  FIRST     CLASS II
 NM1160
 NM1160.The horizontal coordinates were determined by differentially corrected
 NM1160.hand held GPS observations or other comparable positioning techniques
 NM1160.and have an estimated accuracy of +/- 3 meters.
 NM1160
 NM1160.The orthometric height was determined by differential leveling and
 NM1160.adjusted by the NATIONAL GEODETIC SURVEY
 NM1160.in June 1991.
 NM1160
 NM1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1160.GEOID18 height accuracy estimate available here.
 NM1160
 NM1160.Click photographs - Photos may exist for this station.
 NM1160
 NM1160.The dynamic height is computed by dividing the NAVD 88
 NM1160.geopotential number by the normal gravity value computed on the
 NM1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1160.degrees latitude (g = 980.6199 gals.).
 NM1160
 NM1160.The modeled gravity was interpolated from observed gravity values.
 NM1160
 NM1160;                    North         East    Units  Estimated Accuracy
 NM1160;SPC NE       -   247,516.0     712,070.6     MT  (+/- 3 meters HH1 GPS) 
 NM1160
 NM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2930854771(NAD 83)
 NM1160
 NM1160                          SUPERSEDED SURVEY CONTROL
 NM1160
 NM1160  NGVD 29 (??/??/92)  502.102  (m)         1647.31   (f) ADJ UNCH    1 2
 NM1160
 NM1160.Superseded values are not recommended for survey control.
 NM1160
 NM1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1160.See file dsdata.pdf to determine how the superseded data were derived.
 NM1160
 NM1160_MARKER: DR = REFERENCE MARK DISK
 NM1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1160_STAMPING: NORFOLK NO 2 1935
 NM1160_MARK LOGO: CGS
 NM1160_PROJECTION: FLUSH
 NM1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1160+STABILITY: SURFACE MOTION
 NM1160
 NM1160  HISTORY     - Date     Condition        Report By
 NM1160  HISTORY     - 1935     MONUMENTED       CGS
 NM1160
 NM1160                          STATION DESCRIPTION
 NM1160
 NM1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1160'0.7 MI W FROM NORFOLK.
 NM1160'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 NM1160'NO. 275 AT NORFOLK, PROCEED 0.1 MILE NORTH ALONG U.S. HIGHWAY NO.
 NM1160'81 TO KOENGSTEIN AVENUE, THENCE 0.6 MILE WEST ALONG KOENIGSTEIN
 NM1160'AVENUE TO THE TOP OF A PROMINENT STEEP HILL AT THE END OF THE
 NM1160'AVENUE AND UPON WHICH IS LOCATED THE TRANSMITTING TOWERS OF
 NM1160'RADIO STATION WJAG.  REFERENCE MARK IS 146.0 FEET WEST OF THE
 NM1160'NORTHWEST LEG OF THE EAST TOWER AND 28.2 FEET EAST NORTHEAST OF
 NM1160'THE NORTHEAST LEG OF THE WEST TOWER, 7.5 FEET EAST OF THE NORTHWEST
 NM1160'CORNER OF AND 1.0 FOOT NORTH OF THE NORTH SIDE OF THE CONCRETE
 NM1160'FOUNDATION FOR THE BUILDING WHICH HOUSES THE RADIO EQUIPMENT,
 NM1160'29.9 FEET WEST OF NORFOLK TRIANGULATION STATION, A BRONZE
 NM1160'REFERENCE MARK DISK SET IN A CONCRETE POST, ABOUT FLUSH WITH THE
 NM1160'TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1784 ***********************************************************************
 NM1784  DESIGNATION -  NORFOLK ST HOSP FOR INSANE STK
 NM1784  PID         -  NM1784
 NM1784  STATE/COUNTY-  NE/MADISON
 NM1784  COUNTRY     -  US
 NM1784  USGS QUAD   -  NORFOLK (2017)
 NM1784
 NM1784                         *CURRENT SURVEY CONTROL
 NM1784  ______________________________________________________________________
 NM1784* NAD 83(1995) POSITION- 42 03 15.29326(N) 097 23 05.67551(W)   ADJUSTED
 NM1784  ______________________________________________________________________
 NM1784  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 NM1784  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 NM1784  HORZ ORDER      -  THIRD
 NM1784
 NM1784.The horizontal coordinates were established by classical geodetic methods
 NM1784.and adjusted by the National Geodetic Survey in August 1997.
 NM1784
 NM1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1784.GEOID18 height accuracy estimate available here.
 NM1784
 NM1784.Click photographs - Photos may exist for this station.
 NM1784
 NM1784.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1784
 NM1784. The following values were computed from the NAD 83(1995) position.
 NM1784
 NM1784;                    North         East     Units Scale Factor Converg.
 NM1784;SPC NE       -   249,854.393   716,381.089   MT  0.99970434   +1 43 58.8
 NM1784;SPC NE       -   819,730.62  2,350,326.96   sFT  0.99970434   +1 43 58.8
 NM1784;UTM  14      - 4,657,061.271   633,646.107   MT  0.99981978   +1 04 55.2
 NM1784
 NM1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3364657061(NAD 83)
 NM1784
 NM1784                          SUPERSEDED SURVEY CONTROL
 NM1784
 NM1784  NAD 83(1986)-  42 03 15.30260(N)    097 23 05.67751(W) AD(       ) 3
 NM1784  NAD 27      -  42 03 15.28900(N)    097 23 04.49100(W) AD(       ) 3
 NM1784
 NM1784.Superseded values are not recommended for survey control.
 NM1784
 NM1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1784.See file dsdata.pdf to determine how the superseded data were derived.
 NM1784
 NM1784_MARKER: 63 = STACK
 NM1784
 NM1784  HISTORY     - Date     Condition        Report By
 NM1784  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1784  HISTORY     - 1963     GOOD             CGS
 NM1784
 NM1784                          STATION DESCRIPTION
 NM1784
 NM1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1784'POINT OBSERVED UPON WAS THE CENTER OF THE 110-FOOT CONCRETE
 NM1784'STACK, WEST SIDE OF POWER PLANT AT STATE HOSPITAL FOR INSANE
 NM1784'WHICH IS 1.4 MILES NORTH AND 1 MILE EAST OF NORFOLK.
 NM1784'
 NM1784'OBSERVED UPON FROM STATIONS NORFOLK, ELKHORN, HOSKINS, AND
 NM1784'HOSKINS LAPLACE AZI.
 NM1784
 NM1784                          STATION RECOVERY (1963)
 NM1784
 NM1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 NM1784'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NM1784'LOCAL INQUIRY VERIFIED ITS EXISTANCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1783 ***********************************************************************
 NM1783  DESIGNATION -  NORFOLK ST HOSP INSANE SPIPE
 NM1783  PID         -  NM1783
 NM1783  STATE/COUNTY-  NE/MADISON
 NM1783  COUNTRY     -  US
 NM1783  USGS QUAD   -  NORFOLK (2017)
 NM1783
 NM1783                         *CURRENT SURVEY CONTROL
 NM1783  ______________________________________________________________________
 NM1783* NAD 83(1995) POSITION- 42 03 13.95785(N) 097 23 07.90546(W)   ADJUSTED
 NM1783  ______________________________________________________________________
 NM1783  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 NM1783  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 NM1783  HORZ ORDER      -  THIRD
 NM1783
 NM1783.The horizontal coordinates were established by classical geodetic methods
 NM1783.and adjusted by the National Geodetic Survey in August 1997.
 NM1783
 NM1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1783.GEOID18 height accuracy estimate available here.
 NM1783
 NM1783.Click photographs - Photos may exist for this station.
 NM1783
 NM1783.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1783
 NM1783. The following values were computed from the NAD 83(1995) position.
 NM1783
 NM1783;                    North         East     Units Scale Factor Converg.
 NM1783;SPC NE       -   249,811.671   716,331.097   MT  0.99970428   +1 43 57.4
 NM1783;SPC NE       -   819,590.46  2,350,162.94   sFT  0.99970428   +1 43 57.4
 NM1783;UTM  14      - 4,657,019.115   633,595.626   MT  0.99981961   +1 04 53.7
 NM1783
 NM1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3359557019(NAD 83)
 NM1783
 NM1783                          SUPERSEDED SURVEY CONTROL
 NM1783
 NM1783  NAD 83(1986)-  42 03 13.96727(N)    097 23 07.90750(W) AD(       ) 3
 NM1783  NAD 27      -  42 03 13.95400(N)    097 23 06.72000(W) AD(       ) 3
 NM1783
 NM1783.Superseded values are not recommended for survey control.
 NM1783
 NM1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1783.See file dsdata.pdf to determine how the superseded data were derived.
 NM1783
 NM1783_MARKER: 52 = STANDPIPE TANK
 NM1783
 NM1783  HISTORY     - Date     Condition        Report By
 NM1783  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1783
 NM1783                          STATION DESCRIPTION
 NM1783
 NM1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1783'POINT OBSERVED UPON IS CENTER OF SILVER STANDPIPE, APPROXIMATELY
 NM1783'100 FEET HIGH, LOCATED ON THE GROUNDS OF THE STATE HOSPITAL
 NM1783'FOR FEEBLE MINDED.  IT IS ON THE NORTHEAST SIDE OF TOWN
 NM1783'OF NORFOLK.  ABOUT 100 YARDS WEST OF THE MAIN ENTRANCE TO
 NM1783'HOSPITAL.
 NM1783'
 NM1783'OBSERVED UPON FROM STATIONS HOSKINS LAPLACE AZI., HOSKINS,
 NM1783'AXEL, AND ELKHORN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1778 ***********************************************************************
 NM1778  DESIGNATION -  NORFOLK STATE HOSP MICROWAVE
 NM1778  PID         -  NM1778
 NM1778  STATE/COUNTY-  NE/STANTON
 NM1778  COUNTRY     -  US
 NM1778  USGS QUAD   -  HOSKINS (2017)
 NM1778
 NM1778                         *CURRENT SURVEY CONTROL
 NM1778  ______________________________________________________________________
 NM1778* NAD 83(1995) POSITION- 42 01 08.85890(N) 097 19 07.31076(W)   ADJUSTED
 NM1778  ______________________________________________________________________
 NM1778  GEOID HEIGHT    -        -24.771 (meters)                     GEOID18
 NM1778  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 NM1778  HORZ ORDER      -  THIRD
 NM1778
 NM1778.The horizontal coordinates were established by classical geodetic methods
 NM1778.and adjusted by the National Geodetic Survey in August 1997.
 NM1778
 NM1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1778.GEOID18 height accuracy estimate available here.
 NM1778
 NM1778.Click photographs - Photos may exist for this station.
 NM1778
 NM1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1778
 NM1778. The following values were computed from the NAD 83(1995) position.
 NM1778
 NM1778;                    North         East     Units Scale Factor Converg.
 NM1778;SPC NE       -   246,124.249   721,978.911   MT  0.99969866   +1 46 36.8
 NM1778;SPC NE       -   807,492.64  2,368,692.48   sFT  0.99969866   +1 46 36.8
 NM1778;UTM  14      - 4,653,267.269   639,201.886   MT  0.99983844   +1 07 32.2
 NM1778
 NM1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3920153267(NAD 83)
 NM1778
 NM1778                          SUPERSEDED SURVEY CONTROL
 NM1778
 NM1778  NAD 83(1986)-  42 01 08.86749(N)    097 19 07.31265(W) AD(       ) 3
 NM1778  NAD 27      -  42 01 08.85094(N)    097 19 06.13678(W) AD(       ) 3
 NM1778
 NM1778.Superseded values are not recommended for survey control.
 NM1778
 NM1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1778.See file dsdata.pdf to determine how the superseded data were derived.
 NM1778
 NM1778_MARKER: 45 = MICROWAVE TOWER
 NM1778
 NM1778  HISTORY     - Date     Condition        Report By
 NM1778  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1778
 NM1778                          STATION DESCRIPTION
 NM1778
 NM1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1778'THE RED LIGHT ATOP AN INCOMPLETE MICRO-WAVE TOWER, LOCATED ABOUT
 NM1778'3 MILES EAST-NORTHEAST OF THE TOWN OF NORFOLK AND ON THE NORTH SIDE
 NM1778'OF HIGHWAY 275.
 NM1778'
 NM1778'TOWER IS A 4- LEGGED CHANNEL IRON TYPE, COMPLETED TO ABOUT THE 160
 NM1778'FOOT LEVEL.  IT IS IN USE AT THIS STAGE, WITH MICRO-WAVE ANTENNAS
 NM1778'MOUNTED ON THE SIDES.  IT COULD, IN THE FUTURE, BE COMPLETED TO A
 NM1778'GREATER HEIGHT.
 NM1778'
 NM1778'THE TOWER IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1779 ***********************************************************************
 NM1779  DESIGNATION -  NORFOLK STATE POLICE RAD MAST
 NM1779  PID         -  NM1779
 NM1779  STATE/COUNTY-  NE/STANTON
 NM1779  COUNTRY     -  US
 NM1779  USGS QUAD   -  HOSKINS (2017)
 NM1779
 NM1779                         *CURRENT SURVEY CONTROL
 NM1779  ______________________________________________________________________
 NM1779* NAD 83(1995) POSITION- 42 01 01.29420(N) 097 20 15.36967(W)   ADJUSTED
 NM1779  ______________________________________________________________________
 NM1779  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 NM1779  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 NM1779  HORZ ORDER      -  THIRD
 NM1779
 NM1779.The horizontal coordinates were established by classical geodetic methods
 NM1779.and adjusted by the National Geodetic Survey in August 1997.
 NM1779
 NM1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1779.GEOID18 height accuracy estimate available here.
 NM1779
 NM1779.Click photographs - Photos may exist for this station.
 NM1779
 NM1779.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1779
 NM1779. The following values were computed from the NAD 83(1995) position.
 NM1779
 NM1779;                    North         East     Units Scale Factor Converg.
 NM1779;SPC NE       -   245,842.663   720,421.469   MT  0.99969833   +1 45 51.7
 NM1779;SPC NE       -   806,568.80  2,363,582.77   sFT  0.99969833   +1 45 51.7
 NM1779;UTM  14      - 4,653,003.370   637,641.129   MT  0.99983312   +1 06 46.4
 NM1779
 NM1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3764153003(NAD 83)
 NM1779
 NM1779                          SUPERSEDED SURVEY CONTROL
 NM1779
 NM1779  NAD 83(1986)-  42 01 01.30293(N)    097 20 15.37166(W) AD(       ) 3
 NM1779  NAD 27      -  42 01 01.28705(N)    097 20 14.19411(W) AD(       ) 3
 NM1779
 NM1779.Superseded values are not recommended for survey control.
 NM1779
 NM1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1779.See file dsdata.pdf to determine how the superseded data were derived.
 NM1779
 NM1779_MARKER: 42 = RADIO/TV MAST
 NM1779
 NM1779  HISTORY     - Date     Condition        Report By
 NM1779  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1779
 NM1779                          STATION DESCRIPTION
 NM1779
 NM1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1779'THE RED LIGHT ATOP A RADIO MAST, LOCATED ABOUT 3 MILES EAST-NORTHEAST
 NM1779'OF THE TOWN OF NORFOLK AND ON THE SOUTH SIDE OF HIGHWAY 275.
 NM1779'
 NM1779'MAST IS 3 LEGGED, THE LEGS TAPERING TOGETHER NEAR THE TOP.  IT IS
 NM1779'PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND IS ABOUT 225 FEET IN
 NM1779'HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1776 ***********************************************************************
 NM1776  DESIGNATION -  NORFOLK TV CHAN 4 AND 9 MAST
 NM1776  PID         -  NM1776
 NM1776  STATE/COUNTY-  NE/STANTON
 NM1776  COUNTRY     -  US
 NM1776  USGS QUAD   -  HOSKINS (2017)
 NM1776
 NM1776                         *CURRENT SURVEY CONTROL
 NM1776  ______________________________________________________________________
 NM1776* NAD 83(1995) POSITION- 42 02 01.26120(N) 097 21 55.97704(W)   ADJUSTED
 NM1776  ______________________________________________________________________
 NM1776  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 NM1776  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 NM1776  HORZ ORDER      -  THIRD
 NM1776
 NM1776.The horizontal coordinates were established by classical geodetic methods
 NM1776.and adjusted by the National Geodetic Survey in August 1997.
 NM1776
 NM1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1776.GEOID18 height accuracy estimate available here.
 NM1776
 NM1776.Click photographs - Photos may exist for this station.
 NM1776
 NM1776.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1776
 NM1776. The following values were computed from the NAD 83(1995) position.
 NM1776
 NM1776;                    North         East     Units Scale Factor Converg.
 NM1776;SPC NE       -   247,620.586   718,052.131   MT  0.99970097   +1 44 45.0
 NM1776;SPC NE       -   812,401.87  2,355,809.37   sFT  0.99970097   +1 44 45.0
 NM1776;UTM  14      - 4,654,808.348   635,291.851   MT  0.99982523   +1 05 40.3
 NM1776
 NM1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3529154808(NAD 83)
 NM1776
 NM1776                          SUPERSEDED SURVEY CONTROL
 NM1776
 NM1776  NAD 83(1986)-  42 02 01.27016(N)    097 21 55.97890(W) AD(       ) 3
 NM1776  NAD 27      -  42 02 01.25636(N)    097 21 54.79746(W) AD(       ) 3
 NM1776
 NM1776.Superseded values are not recommended for survey control.
 NM1776
 NM1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1776.See file dsdata.pdf to determine how the superseded data were derived.
 NM1776
 NM1776_MARKER: 42 = RADIO/TV MAST
 NM1776
 NM1776  HISTORY     - Date     Condition        Report By
 NM1776  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1776
 NM1776                          STATION DESCRIPTION
 NM1776
 NM1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1776'THE RED LIGHT ATOP A TELEVISION MAST, LOCATED ABOUT 2 MILES NORTHEAST
 NM1776'OF THE TOWN OF NORFOLK.
 NM1776'
 NM1776'MAST IS THE NORTHEAST ONE OF 2 SIMILAR MASTS.  IT IS A 3 LEGGED
 NM1776'PEDESTAL TYPE, PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND IS
 NM1776'ABOUT 175 FEET IN HEIGHT.  THERE ARE NUMEROUS SMALL ANTENNAS AT THE
 NM1776'TOP AND A SMALL CONCRETE BUILDING NEAR THE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1777 ***********************************************************************
 NM1777  DESIGNATION -  NORFOLK TV CHAN 6 SAT MAST
 NM1777  PID         -  NM1777
 NM1777  STATE/COUNTY-  NE/MADISON
 NM1777  COUNTRY     -  US
 NM1777  USGS QUAD   -  HOSKINS (2017)
 NM1777
 NM1777                         *CURRENT SURVEY CONTROL
 NM1777  ______________________________________________________________________
 NM1777* NAD 83(1995) POSITION- 42 01 56.14279(N) 097 22 09.48007(W)   ADJUSTED
 NM1777  ______________________________________________________________________
 NM1777  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 NM1777  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 NM1777  HORZ ORDER      -  THIRD
 NM1777
 NM1777.The horizontal coordinates were established by classical geodetic methods
 NM1777.and adjusted by the National Geodetic Survey in August 1997.
 NM1777
 NM1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1777.GEOID18 height accuracy estimate available here.
 NM1777
 NM1777.Click photographs - Photos may exist for this station.
 NM1777
 NM1777.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1777
 NM1777. The following values were computed from the NAD 83(1995) position.
 NM1777
 NM1777;                    North         East     Units Scale Factor Converg.
 NM1777;SPC NE       -   247,453.331   717,746.574   MT  0.99970074   +1 44 36.1
 NM1777;SPC NE       -   811,853.14  2,354,806.88   sFT  0.99970074   +1 44 36.1
 NM1777;UTM  14      - 4,654,644.556   634,984.375   MT  0.99982420   +1 05 31.2
 NM1777
 NM1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3498454644(NAD 83)
 NM1777
 NM1777                          SUPERSEDED SURVEY CONTROL
 NM1777
 NM1777  NAD 83(1986)-  42 01 56.15178(N)    097 22 09.48197(W) AD(       ) 3
 NM1777  NAD 27      -  42 01 56.13806(N)    097 22 08.30027(W) AD(       ) 3
 NM1777
 NM1777.Superseded values are not recommended for survey control.
 NM1777
 NM1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1777.See file dsdata.pdf to determine how the superseded data were derived.
 NM1777
 NM1777_MARKER: 42 = RADIO/TV MAST
 NM1777
 NM1777  HISTORY     - Date     Condition        Report By
 NM1777  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1777
 NM1777                          STATION DESCRIPTION
 NM1777
 NM1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1777'THE RED LIGHT ATOP A TELEVISION MAST, LOCATED ABOUT 2 MILES NORTHEAST
 NM1777'OF THE TOWN OF NORFOLK.
 NM1777'
 NM1777'MAST IS THE SOUTHWEST ONE OF 2 SIMILAR MASTS.  IT IS A 3 LEGGED
 NM1777'PEDESTAL TYPE, PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND IS
 NM1777'ABOUT 175 FEET IN HEIGHT.  THERE ARE NUMEROUS SMALL ANTENNAS AT THE
 NM1777'TOP, AND A SMALL CONCRETE BUILDING NEAR THE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1787 ***********************************************************************
 NM1787  DESIGNATION -  NORFOLK WEST RADIO TOWER
 NM1787  PID         -  NM1787
 NM1787  STATE/COUNTY-  NE/MADISON
 NM1787  COUNTRY     -  US
 NM1787  USGS QUAD   -  NORFOLK (2017)
 NM1787
 NM1787                         *CURRENT SURVEY CONTROL
 NM1787  ______________________________________________________________________
 NM1787* NAD 83(1995) POSITION- 42 02 03.57580(N) 097 26 16.52394(W)   ADJUSTED
 NM1787  ______________________________________________________________________
 NM1787  GEOID HEIGHT    -        -24.804 (meters)                     GEOID18
 NM1787  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 NM1787  HORZ ORDER      -  THIRD
 NM1787
 NM1787.The horizontal coordinates were established by classical geodetic methods
 NM1787.and adjusted by the National Geodetic Survey in August 1997.
 NM1787
 NM1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1787.GEOID18 height accuracy estimate available here.
 NM1787
 NM1787.Click photographs - Photos may exist for this station.
 NM1787
 NM1787.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1787
 NM1787. The following values were computed from the NAD 83(1995) position.
 NM1787
 NM1787;                    North         East     Units Scale Factor Converg.
 NM1787;SPC NE       -   247,511.923   712,061.424   MT  0.99970107   +1 41 52.4
 NM1787;SPC NE       -   812,045.37  2,336,154.86   sFT  0.99970107   +1 41 52.4
 NM1787;UTM  14      - 4,654,767.811   629,299.611   MT  0.99980572   +1 02 45.9
 NM1787
 NM1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2929954767(NAD 83)
 NM1787
 NM1787                          SUPERSEDED SURVEY CONTROL
 NM1787
 NM1787  NAD 83(1986)-  42 02 03.58540(N)    097 26 16.52611(W) AD(       ) 3
 NM1787  NAD 27      -  42 02 03.57000(N)    097 26 15.34500(W) AD(       ) 3
 NM1787
 NM1787.Superseded values are not recommended for survey control.
 NM1787
 NM1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1787.See file dsdata.pdf to determine how the superseded data were derived.
 NM1787
 NM1787_MARKER: 43 = RADIO/TV TOWER
 NM1787
 NM1787  HISTORY     - Date     Condition        Report By
 NM1787  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1787
 NM1787                          STATION DESCRIPTION
 NM1787
 NM1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1787'POINT OBSERVED UPON WAS THE CENTER OF TOP OF WEST RADIO TOWER
 NM1787'LOCATED ON THE WEST EDGE OF NORFOLK, AT RADIO STATION WJAG.
 NM1787'TOWER IS ABOUT 90 FEET HIGH PAINTED IN ALTERNATE SECTIONS
 NM1787'YELLOW AND BLACK.
 NM1787'
 NM1787'OBSERVED UPON FROM NORFOLK, HOSKINS, AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0666 ***********************************************************************
 NP0666  DESIGNATION -  NORMAN
 NP0666  PID         -  NP0666
 NP0666  STATE/COUNTY-  NE/SHERIDAN
 NP0666  COUNTRY     -  US
 NP0666  USGS QUAD   -  HAY SPRINGS SW (2017)
 NP0666
 NP0666                         *CURRENT SURVEY CONTROL
 NP0666  ______________________________________________________________________
 NP0666* NAD 83(1995) POSITION- 42 35 58.30198(N) 102 41 39.70305(W)   ADJUSTED
 NP0666* NAVD 88 ORTHO HEIGHT -  1165.6   (meters)     3824.    (feet) VERTCON
 NP0666  ______________________________________________________________________
 NP0666  GEOID HEIGHT    -        -18.063 (meters)                     GEOID18
 NP0666  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 NP0666  HORZ ORDER      -  SECOND
 NP0666
 NP0666.The horizontal coordinates were established by classical geodetic methods
 NP0666.and adjusted by the National Geodetic Survey in August 1997.
 NP0666
 NP0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0666
 NP0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0666.GEOID18 height accuracy estimate available here.
 NP0666
 NP0666.Click photographs - Photos may exist for this station.
 NP0666
 NP0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0666
 NP0666. The following values were computed from the NAD 83(1995) position.
 NP0666
 NP0666;                    North         East     Units Scale Factor Converg.
 NP0666;SPC NE       -   310,581.690   278,948.612   MT  0.99984110   -1 47 08.0
 NP0666;SPC NE       - 1,018,966.76    915,183.90   sFT  0.99984110   -1 47 08.0
 NP0666;UTM  13      - 4,718,921.399   689,148.984   MT  1.00004019   +1 33 39.9
 NP0666
 NP0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0666!SPC NE       -   0.99982006  x   0.99984110  =   0.99966119
 NP0666!UTM  13      -   0.99982006  x   1.00004019  =   0.99986024
 NP0666
 NP0666:                Primary Azimuth Mark                     Grid Az
 NP0666:SPC NE       -  HAY SPRINGS TV STA KDUH TOWER            359 19 32.0
 NP0666:UTM  13      -  HAY SPRINGS TV STA KDUH TOWER            355 58 44.1
 NP0666
 NP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8914818921(NAD 83)
 NP0666
 NP0666|---------------------------------------------------------------------|
 NP0666| PID    Reference Object                     Distance      Geod. Az  |
 NP0666|                                                           dddmmss.s |
 NP0666| CQ3627 NORMAN RM 1                          27.531 METERS 08904     |
 NP0666| CQ3628 NORMAN RM 2                          15.981 METERS 35632     |
 NP0666| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX. 5.8 KM 3573224.0 |
 NP0666|---------------------------------------------------------------------|
 NP0666
 NP0666                          SUPERSEDED SURVEY CONTROL
 NP0666
 NP0666  NAD 83(1993)-  42 35 58.30085(N)    102 41 39.70398(W) AD(       ) 2
 NP0666  NAD 83(1986)-  42 35 58.29465(N)    102 41 39.69677(W) AD(       ) 2
 NP0666  NAD 27      -  42 35 58.39161(N)    102 41 38.02811(W) AD(       ) 2
 NP0666  NGVD 29 (07/19/86) 1165.1    (m)         3822.     (f) VERT ANG       
 NP0666
 NP0666.Superseded values are not recommended for survey control.
 NP0666
 NP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0666.See file dsdata.pdf to determine how the superseded data were derived.
 NP0666
 NP0666_MARKER: DD = SURVEY DISK
 NP0666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0666+WITH SETTING: INFORMATION.
 NP0666_STAMPING: NORMAN ET 1968
 NP0666_MARK LOGO: USGS
 NP0666_PROJECTION: FLUSH
 NP0666_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0666
 NP0666  HISTORY     - Date     Condition        Report By
 NP0666  HISTORY     - 1968     MONUMENTED       USGS
 NP0666
 NP0666                          STATION DESCRIPTION
 NP0666
 NP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0666'THE STATION IS ABOUT 6.0 MI S. OF HAY SPRINGS, NEAR THE COR. OF
 NP0666'SECS. 2, 3, 10 AND 11, T. 30 N., R. 46 W., 76 FT N. AND 40 FT
 NP0666'W. OF CENTER OF CROSSROADS.
 NP0666'
 NP0666'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0666'HWY. 87 S. NEAR HAY SPRINGS, GO S. ON STATE HWY. 87 5.9 MI AND
 NP0666'STATION ON RIGHT (W.).
 NP0666'
 NP0666'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0666'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0666'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET NORMAN 1968,
 NP0666'STATION IS 76 FT N. AND 40 FT W. OF THE CENTER OF CROSSROADS,
 NP0666'9 FT E. OF N.-S. FENCE 9 FT E. OF USGS WITNESS POST, STATION
 NP0666'IS FLUSH WITH THE GROUND.
 NP0666'
 NP0666'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0666'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0666'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED NORMAN NO
 NP0666'1 1968, MARK IS 77 FT N. AND 50 FT E. OF THE CENTER OF CROSSROADS,
 NP0666'14 FT S. OF N. FENCELINE EXTENDED, 46 FT N. OF E. FENCELINE
 NP0666'EXTENDED, MARK IS E. OF THE STATION AND MARK IS FLUSH WITH
 NP0666'THE GROUND.
 NP0666'
 NP0666'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0666'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0666'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED NORMAN
 NP0666'NO 2 1968, MARK IS 129 FT N. AND 43 FT W. OF THE CENTER OF
 NP0666'CROSSROADS, 7 FT E. OF N.-S. FENCE, MARK IS N. OF THE STATION
 NP0666'AND FLUSH WITH THE GROUND.
 NP0666'
 NP0666'AZIMUTH MARK, KDUH TV TOWER, NEAR THE CENTER OF THE SE. QUARTER
 NP0666'OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0666'
 NP0666'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1222 ***********************************************************************
 LH1222  DESIGNATION -  NORMAN
 LH1222  PID         -  LH1222
 LH1222  STATE/COUNTY-  NE/KEARNEY
 LH1222  COUNTRY     -  US
 LH1222  USGS QUAD   -  NORMAN (2017)
 LH1222
 LH1222                         *CURRENT SURVEY CONTROL
 LH1222  ______________________________________________________________________
 LH1222* NAD 83(1995) POSITION- 40 28 51.25319(N) 098 48 07.08308(W)   ADJUSTED
 LH1222* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 LH1222  ______________________________________________________________________
 LH1222  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 LH1222  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 LH1222  HORZ ORDER      -  THIRD
 LH1222
 LH1222.The horizontal coordinates were established by classical geodetic methods
 LH1222.and adjusted by the National Geodetic Survey in August 1997.
 LH1222
 LH1222.The orthometric height was scaled from a topographic map.
 LH1222
 LH1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1222.GEOID18 height accuracy estimate available here.
 LH1222
 LH1222.Click photographs - Photos may exist for this station.
 LH1222
 LH1222.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1222
 LH1222. The following values were computed from the NAD 83(1995) position.
 LH1222
 LH1222;                    North         East     Units Scale Factor Converg.
 LH1222;SPC NE       -    72,603.891   601,561.497   MT  0.99981713   +0 47 38.2
 LH1222;SPC NE       -   238,201.27  1,973,623.01   sFT  0.99981713   +0 47 38.2
 LH1222;UTM  14      - 4,481,153.876   516,784.818   MT  0.99960347   +0 07 42.8
 LH1222
 LH1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1222!SPC NE       -   0.99990416  x   0.99981713  =   0.99972130
 LH1222!UTM  14      -   0.99990416  x   0.99960347  =   0.99950766
 LH1222
 LH1222:                Primary Azimuth Mark                     Grid Az
 LH1222:SPC NE       -  NORMAN AZ MK 2                           009 49 22.4
 LH1222:UTM  14      -  NORMAN AZ MK 2                           010 29 17.8
 LH1222
 LH1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1678481153(NAD 83)
 LH1222
 LH1222|---------------------------------------------------------------------|
 LH1222| PID    Reference Object                     Distance      Geod. Az  |
 LH1222|                                                           dddmmss.s |
 LH1222| CO1938 NORMAN AZ MK 2                                     0103700.6 |
 LH1222| CO1937 NORMAN AZ MK                                       0164647.8 |
 LH1222| CO1939 NORMAN RM 1                          16.060 METERS 04433     |
 LH1222| CO1940 NORMAN RM 2                          27.214 METERS 26201     |
 LH1222| LH1234 MINDEN MUNICIPAL STANDPIPE          APPROX.12.6 KM 2782158.1 |
 LH1222|---------------------------------------------------------------------|
 LH1222
 LH1222                          SUPERSEDED SURVEY CONTROL
 LH1222
 LH1222  NAD 83(1986)-  40 28 51.25996(N)    098 48 07.08293(W) AD(       ) 3
 LH1222  NAD 27      -  40 28 51.20500(N)    098 48 05.81300(W) AD(       ) 3
 LH1222
 LH1222.Superseded values are not recommended for survey control.
 LH1222
 LH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1222.See file dsdata.pdf to determine how the superseded data were derived.
 LH1222
 LH1222_MARKER: DS = TRIANGULATION STATION DISK
 LH1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1222
 LH1222  HISTORY     - Date     Condition        Report By
 LH1222  HISTORY     - 1951     MONUMENTED       CGS
 LH1222  HISTORY     - 1965     GOOD             CGS
 LH1222  HISTORY     - 1966     GOOD             CGS
 LH1222
 LH1222                          STATION DESCRIPTION
 LH1222
 LH1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1222'THE STATION IS LOCATED 0.6 MILE WEST OF THE CROSSROAD THAT IS
 LH1222'JUST NORTHWEST OF THE BURLINGTON DEPOT IN NORMAN AND ON THE
 LH1222'RIGHT-OF-WAY BETWEEN THE BURLINGTON RAILROAD AND STATE HIGHWAY
 LH1222'74.  IT IS 113.0 FEET EAST-NORTHEAST OF A COTTONWOOD TREE, 50.0
 LH1222'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 50.0 FEET NORTH
 LH1222'OF THE CENTER OF STATE HIGHWAY 74, 18.0 FEET NORTH OF A
 LH1222'TELEPHONE POLE AND 1.5 FEET NORTHWEST OF A WITNESS POST.  IT
 LH1222'PROJECTS 6 INCHES AND IS STAMPED NORMAN 1951.
 LH1222'
 LH1222'REFERENCE MARK NO. 1 IS 94.0 FEET NORTH OF THE CENTER OF STATE
 LH1222'HIGHWAY 74 AND 6.0 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 LH1222'IT PROJECTS 1 INCH AND IS STAMPED NORMAN NO 1 1951.
 LH1222'
 LH1222'REFERENCE MARK NO. 2 IS 35.0 FEET NORTH OF THE CENTER OF STATE
 LH1222'HIGHWAY 74 AND 23.0 FEET EAST-NORTHEAST OF A COTTONWOOD TREE.
 LH1222'IT PROJECTS 5 INCHES AND IS STAMPED NORMAN NO 2 1951.
 LH1222'
 LH1222'THE AZIMUTH MARK IS 33.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1222'GRAVELED ROAD, 13.0 FEET SOUTH OF THE CENTER OF A WIRE GATE AND
 LH1222'1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 LH1222'STAMPED NORMAN 1951.
 LH1222'
 LH1222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LH1222'HIGHWAY 74 FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT, NORTH, ON
 LH1222'A GRAVELED ROAD FOR 0.25 MILE TO A WIRE GATE AND THE AZIMUTH MARK
 LH1222'ON THE RIGHT AS DESCRIBED.
 LH1222'
 LH1222'TO REACH THE STATION FROM THE CROSSROAD THAT IS JUST NORTHWEST
 LH1222'OF THE BURLINGTON DEPOT IN NORMAN, GO WEST ON STATE HIGHWAY 74
 LH1222'FOR 0.45 MILE TO A CROSSROAD AND WHERE STATE HIGHWAY 74 CROSSES
 LH1222'TO THE SOUTH SIDE OF THE RAILROAD TRACKS.  CONTINUE WEST ON
 LH1222'STATE HIGHWAY 74 FOR 0.15 MILE TO A COTTONWOOD TREE AND THE
 LH1222'STATION ON THE RIGHT AS DESCRIBED.
 LH1222'
 LH1222'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1222
 LH1222                          STATION RECOVERY (1965)
 LH1222
 LH1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1222'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  METAL WITNESS
 LH1222'POSTS WERE SET BY R.M. NO. 2 AND THE AZIMUTH MARK.  A METAL
 LH1222'WITNESS SIGN WAS NAILED TO A WOODEN WITNESS POST NEAR THE
 LH1222'STATION MARK.
 LH1222'
 LH1222'THE ORIGINAL DESCRIPTION TO REACH THE STATION AND THE AZIMUTH MARK
 LH1222'IS ADEQUATE FOR RECOVERY.
 LH1222
 LH1222                          STATION RECOVERY (1966)
 LH1222
 LH1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1222'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LH1222'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS
 LH1222'IT WAS IN THE WAY OF ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 LH1222'ESTABLISHED.
 LH1222'
 LH1222'TO REACH THE STATION FROM THE CROSSROADS ABOUT 0.5 MILE WEST
 LH1222'OF NORMAN, GO WEST ON THE SOUTH SIDE OF THE RAILROAD FOR 0.1
 LH1222'MILE TO THE STATION ON THE RIGHT.  THE AZIMUTH MARK IS 0.45
 LH1222'MILE NORTH OF THE ABOVE CROSSROADS.
 LH1222'
 LH1222'THE STATION MARK IS 48 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD,
 LH1222'44 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD, 19 FEET
 LH1222'NORTHEAST OF A POWERLINE POLE AND 1.5 FEET WEST-NORTHWEST OF A
 LH1222'WOODEN POST WITH METAL WITNESS SIGN.  THE MARK PROJECTS 6 IN.
 LH1222'AND DISK IS STAMPED NORMAN 1951.
 LH1222'
 LH1222'R.M. NO. 1 IS 82 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD
 LH1222'AND 5.5 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS.  THE MARK
 LH1222'IS FLUSH AND THE DISK IS STAMPED NORMAN NO 1 1951.
 LH1222'
 LH1222'R.M. NO. 2 IS 73 FEET SOUTH OF THE SOUTH RAIL, 31 FEET NORTH
 LH1222'OF THE CENTERLINE OF GRAVEL ROAD AND 1 FOOT SOUTH OF A METAL
 LH1222'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LH1222'NORMAN NO 2 1951.
 LH1222'
 LH1222'THE AZIMUTH MARK IS 65 FEET WEST OF THE CENTERLINE OF STATE
 LH1222'HIGHWAY 74, 1.5 FEET SOUTHEAST OF A POWERLINE POLE AND 1.5
 LH1222'FEET NORTHEAST OF A METAL WITNESS POST.  MARK PROJECTS 4 INCHES
 LH1222'AND THE DISK IS STAMPED NORMAN 1951 AZ 2 1966.
 LH1222'
 LH1222'R.M. NO. 1 TO R.M. 2 IS 134.05 FEET.
 LH1222'
 LH1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE WEST
 LH1222'NORMAN
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1223 ***********************************************************************
 LH1223  DESIGNATION -  NORMAN CHURCH SPIRE
 LH1223  PID         -  LH1223
 LH1223  STATE/COUNTY-  NE/KEARNEY
 LH1223  COUNTRY     -  US
 LH1223  USGS QUAD   -  NORMAN (2017)
 LH1223
 LH1223                         *CURRENT SURVEY CONTROL
 LH1223  ______________________________________________________________________
 LH1223* NAD 83(1995) POSITION- 40 28 39.60830(N) 098 47 30.37598(W)   ADJUSTED
 LH1223  ______________________________________________________________________
 LH1223  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 LH1223  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 LH1223  HORZ ORDER      -  THIRD
 LH1223
 LH1223.The horizontal coordinates were established by classical geodetic methods
 LH1223.and adjusted by the National Geodetic Survey in August 1997.
 LH1223
 LH1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1223.GEOID18 height accuracy estimate available here.
 LH1223
 LH1223.Click photographs - Photos may exist for this station.
 LH1223
 LH1223.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1223
 LH1223. The following values were computed from the NAD 83(1995) position.
 LH1223
 LH1223;                    North         East     Units Scale Factor Converg.
 LH1223;SPC NE       -    72,256.827   602,430.847   MT  0.99981813   +0 48 02.5
 LH1223;SPC NE       -   237,062.61  1,976,475.20   sFT  0.99981813   +0 48 02.5
 LH1223;UTM  14      - 4,480,796.816   517,649.893   MT  0.99960383   +0 08 06.6
 LH1223
 LH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1764980796(NAD 83)
 LH1223
 LH1223                          SUPERSEDED SURVEY CONTROL
 LH1223
 LH1223  NAD 83(1986)-  40 28 39.61459(N)    098 47 30.37583(W) AD(       ) 3
 LH1223  NAD 27      -  40 28 39.56000(N)    098 47 29.11000(W) AD(       ) 3
 LH1223  USSD        -  40 28 39.60600(N)    098 47 29.10700(W) AD(       ) 3
 LH1223
 LH1223.Superseded values are not recommended for survey control.
 LH1223
 LH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1223.See file dsdata.pdf to determine how the superseded data were derived.
 LH1223
 LH1223_MARKER: 90 = CHURCH SPIRE
 LH1223
 LH1223  HISTORY     - Date     Condition        Report By
 LH1223  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1223  HISTORY     - 1935     GOOD             CGS
 LH1223
 LH1223                          STATION DESCRIPTION
 LH1223
 LH1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1223'ACCORDING TO OLD RESIDENTS, THERE WERE TWO CHURCHES AT NORMAN
 LH1223'PRIOR TO 1898 AND ONE WAS BUILT IN THAT YEAR.  HENCE, IT IS
 LH1223'IMPOSSIBLE TO DETERMINE WHICH IS THE ONE SIGHTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1221 ***********************************************************************
 LH1221  DESIGNATION -  NORMAN ELEVATOR
 LH1221  PID         -  LH1221
 LH1221  STATE/COUNTY-  NE/KEARNEY
 LH1221  COUNTRY     -  US
 LH1221  USGS QUAD   -  NORMAN (2017)
 LH1221
 LH1221                         *CURRENT SURVEY CONTROL
 LH1221  ______________________________________________________________________
 LH1221* NAD 83(1995) POSITION- 40 28 47.25912(N) 098 47 32.83711(W)   ADJUSTED
 LH1221  ______________________________________________________________________
 LH1221  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 LH1221  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 LH1221  HORZ ORDER      -  THIRD
 LH1221
 LH1221.The horizontal coordinates were established by classical geodetic methods
 LH1221.and adjusted by the National Geodetic Survey in August 1997.
 LH1221
 LH1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1221.GEOID18 height accuracy estimate available here.
 LH1221
 LH1221.Click photographs - Photos may exist for this station.
 LH1221
 LH1221.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1221
 LH1221. The following values were computed from the NAD 83(1995) position.
 LH1221
 LH1221;                    North         East     Units Scale Factor Converg.
 LH1221;SPC NE       -    72,491.945   602,369.597   MT  0.99981747   +0 48 00.9
 LH1221;SPC NE       -   237,833.99  1,976,274.25   sFT  0.99981747   +0 48 00.9
 LH1221;UTM  14      - 4,481,032.579   517,591.391   MT  0.99960381   +0 08 05.0
 LH1221
 LH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1759181032(NAD 83)
 LH1221
 LH1221                          SUPERSEDED SURVEY CONTROL
 LH1221
 LH1221  NAD 83(1986)-  40 28 47.26539(N)    098 47 32.83699(W) AD(       ) 3
 LH1221  NAD 27      -  40 28 47.21300(N)    098 47 31.57000(W) AD(       ) 3
 LH1221  USSD        -  40 28 47.25800(N)    098 47 31.57000(W) AD(       ) 3
 LH1221
 LH1221.Superseded values are not recommended for survey control.
 LH1221
 LH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1221.See file dsdata.pdf to determine how the superseded data were derived.
 LH1221
 LH1221_MARKER: 65 = GRAIN ELEVATOR
 LH1221
 LH1221  HISTORY     - Date     Condition        Report By
 LH1221  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1221  HISTORY     - 1935     GOOD             CGS
 LH1221
 LH1221                          STATION DESCRIPTION
 LH1221
 LH1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1221'ACCORDING TO OLD RESIDENTS, THERE WERE TWO ELEVATORS AT NORMAN
 LH1221'IN 1898.  HENCE, IT IS IMPOSSIBLE TO SAY WHICH IS THE ONE SIGHTED
 LH1221'UPON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0408 ***********************************************************************
 MM0408  DESIGNATION -  NORTH
 MM0408  PID         -  MM0408
 MM0408  STATE/COUNTY-  NE/LINCOLN
 MM0408  COUNTRY     -  US
 MM0408  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0408
 MM0408                         *CURRENT SURVEY CONTROL
 MM0408  ______________________________________________________________________
 MM0408* NAD 83(1995) POSITION- 41 11 28.60429(N) 100 44 13.59725(W)   ADJUSTED
 MM0408* NAVD 88 ORTHO HEIGHT -   916.8   (meters)     3008.    (feet) VERTCON
 MM0408  ______________________________________________________________________
 MM0408  GEOID HEIGHT    -        -22.096 (meters)                     GEOID18
 MM0408  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 MM0408  HORZ ORDER      -  SECOND
 MM0408
 MM0408.The horizontal coordinates were established by classical geodetic methods
 MM0408.and adjusted by the National Geodetic Survey in August 1997.
 MM0408
 MM0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0408
 MM0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0408.GEOID18 height accuracy estimate available here.
 MM0408
 MM0408.Click photographs - Photos may exist for this station.
 MM0408
 MM0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0408
 MM0408. The following values were computed from the NAD 83(1995) position.
 MM0408
 MM0408;                    North         East     Units Scale Factor Converg.
 MM0408;SPC NE       -   151,030.357   438,183.654   MT  0.99967358   -0 29 18.5
 MM0408;SPC NE       -   495,505.43  1,437,607.54   sFT  0.99967358   -0 29 18.5
 MM0408;UTM  14      - 4,561,445.756   354,326.526   MT  0.99986117   -1 08 39.2
 MM0408
 MM0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0408!SPC NE       -   0.99985967  x   0.99967358  =   0.99953330
 MM0408!UTM  14      -   0.99985967  x   0.99986117  =   0.99972086
 MM0408
 MM0408:                Primary Azimuth Mark                     Grid Az
 MM0408:SPC NE       -  NORTH RM 3 AZIMUTH                       270 32 36.2
 MM0408:UTM  14      -  NORTH RM 3 AZIMUTH                       271 11 56.9
 MM0408
 MM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5432661445(NAD 83)
 MM0408
 MM0408|---------------------------------------------------------------------|
 MM0408| PID    Reference Object                     Distance      Geod. Az  |
 MM0408|                                                           dddmmss.s |
 MM0408| CO1941 NORTH RM 1                           19.841 METERS 00505     |
 MM0408| MM0411 NORTH RM 2                           12.803 METERS 11515     |
 MM0408| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 5.1 KM 1814824.0 |
 MM0408| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.11.8 KM 1890726.0 |
 MM0408| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.22.7 KM 2605733.6 |
 MM0408| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX. 1.0 KM 2633716.3 |
 MM0408| MM0412 NORTH RM 3 AZIMUTH                  APPROX. 0.9 KM 2700317.7 |
 MM0408|---------------------------------------------------------------------|
 MM0408
 MM0408                          SUPERSEDED SURVEY CONTROL
 MM0408
 MM0408  NAD 83(1986)-  41 11 28.60941(N)    100 44 13.60494(W) AD(       ) 2
 MM0408  NAD 27      -  41 11 28.61827(N)    100 44 12.08143(W) AD(       ) 2
 MM0408  NGVD 29 (07/19/86)  916.5    (m)         3007.     (f) VERT ANG       
 MM0408
 MM0408.Superseded values are not recommended for survey control.
 MM0408
 MM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0408.See file dsdata.pdf to determine how the superseded data were derived.
 MM0408
 MM0408_MARKER: P = PIPE CAP
 MM0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0408_MARK LOGO: USGS
 MM0408_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0408
 MM0408  HISTORY     - Date     Condition        Report By
 MM0408  HISTORY     - UNK      MONUMENTED       USGS
 MM0408  HISTORY     - 1933     GOOD             CGS
 MM0408  HISTORY     - 1963     GOOD             CGS
 MM0408  HISTORY     - 1967     GOOD             NEDR
 MM0408  HISTORY     - 1977     GOOD             LOCENG
 MM0408  HISTORY     - 1979     GOOD             NGS
 MM0408
 MM0408                          STATION DESCRIPTION
 MM0408
 MM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0408'ABOUT 4 MILES NORTH BY EAST OF NORTH PLATTE, IN SOUTHEAST
 MM0408'QUARTER SEC. 10, T. 14 N., R. 30 W., IN PASTURE.
 MM0408'
 MM0408'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183 NORTH 1.6 MILES
 MM0408'THEN EAST ON STATE HIGHWAY 16, 0.7 MILE, THEN NORTH 2.1 MILES TO
 MM0408'LANE LEADING EAST TO HOUSE, NEAR TOP OF GRADE.  PASS THROUGH
 MM0408'CORRAL BETWEEN HOUSE AND BARN AND DRIVE SOUTHEAST ACROSS
 MM0408'PASTURE 0.2 MILE TO STATION ON TOP OF RIDGE.  THE STATION
 MM0408'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAP ON AN IRON PIPE
 MM0408'EMBEDDED IN A SQUARE BLOCK OF CONCRETE, 18.5 FEET NORTH OF
 MM0408'SECTION-LINE FENCE.
 MM0408'
 MM0408'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SAME RIDGE.
 MM0408'
 MM0408'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION IN SECTION-LINE FENCE.
 MM0408'
 MM0408'REFERENCE MARK NO. 3 IS WEST OF STATION IN FENCE LINE, 30
 MM0408'FEET NORTH OF CENTERLINE OF ROAD.
 MM0408'
 MM0408'ALL MARKS 4 INCHES ABOVE GROUND.
 MM0408'
 MM0408'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.07 METERS.
 MM0408
 MM0408                          STATION RECOVERY (1963)
 MM0408
 MM0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0408'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MM0408'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT
 MM0408'SEARCHED FOR.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MM0408
 MM0408                          STATION RECOVERY (1967)
 MM0408
 MM0408'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0408'STATION, AZIMUTH MARK, REFERENCE NO. 1 AND REFERENCE NO. 2.
 MM0408'ALL POINTS FOUND AND IN GOOD CONDITION.
 MM0408'
 MM0408'NEW TO REACH--FROM INTERSECTION OF HIGHWAY NO. 30 AND NO. 83,
 MM0408'ONE BLOCK NORTH OF COURT HOUSE.  GO NORTH 3.9 MILES TO CROSS
 MM0408'ROADS, TURN RIGHT (EAST) AT NORTH PLATTE POLICE RADIO MAST,
 MM0408'GO 0.2 MILE TO TOP OF SMALL HILL.  AZIMUTH IS ON LEFT,
 MM0408'APPROXIMATELY 30 FEET NORTH OF CENTERLINE OF ROAD IN FENCE LINE.
 MM0408'CONTINUE EAST 0.2 MILE TO INTERSECTION, CONTINUE EAST
 MM0408'THROUGH PASTURE GATE ALONG SOUTH SIDE OF FENCE, 0.3 MILE TO
 MM0408'TOP OF HILL IN PASTURE.  STATION IS 18.5 FEET NORTH OF
 MM0408'SECTION LINE FENCE AS DESCRIBED IN 1933 DESCRIPTION.
 MM0408
 MM0408                          STATION RECOVERY (1977)
 MM0408
 MM0408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 MM0408'AZIMUTH MARK RM 3 NOT LOCATED.
 MM0408'
 MM0408'ALL OTHER MARKS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 MM0408'
 MM0408'WALKED FENCE LINE NORTH OF ROAD FOR FULL LENGTH OF ROAD, ABOUT 1/3
 MM0408'MILE.  DID NOT USE LOCATOR OR PROBES.
 MM0408'
 MM0408'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI. NE OF N.
 MM0408'PLATTE, NE.
 MM0408
 MM0408                          STATION RECOVERY (1979)
 MM0408
 MM0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MM0408'STATION MARK, REFERENCE MARKS 1, 2 AND 3, WHICH SERVES AS THE AZIMUTH
 MM0408'MARK, WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 MM0408'MARK 1 AGREED WITH 1933 DATA BUT A DIFFERENCE OF 0.010 METER SHORTER
 MM0408'WAS NOTED TO REFERENCE MARK 2.  THE DIRECTION TO REFERENCE MARK 1 WAS
 MM0408'32 SECONDS SMALLER AND TO REFERENCE MARK 2, 1 MINUTE, 11 SECONDS
 MM0408'SMALLER, THAN 1933 DATA.  THE UNDERGROUND MARK, IF ANY, WAS NOT
 MM0408'INSPECTED.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 MM0408'
 MM0408'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF NORTH PLATTE, 3/4
 MM0408'MILE EAST OF U.S. HIGHWAY 83, ON PROPERTY OWNED BY DAYTON L. PHIFER,
 MM0408'OF EAST TRYON ROUTE, NORTH PLATTE, NEBRASKA AND IN THE SE 1/4,
 MM0408'SEC 10, T14N, R30W.  MR. PHIFER LIVES 1/4 MILE WEST-NORTHWEST OF THE
 MM0408'STATION AND HIS TELEPHONE NUMBER IS 532-6847.
 MM0408'
 MM0408'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAYS 30 AND
 MM0408'83, IN NORTH PLATTE, GO NORTH ON HIGHWAY 83 FOR 1.15 MILES TO A CROSS
 MM0408'STREET.  TURN RIGHT AND GO EAST FOR 0.7 MILE TO A SIDEROAD ON THE
 MM0408'LEFT, TURN LEFT AND GO NORTH FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT
 MM0408'AND REFERENCE MARK 3, 0.2 MILE WEST ALONG THIS ROAD.  CONTINUE NORTH
 MM0408'FOR 0.1 MILE TO A DRIVEWAY AND A HOUSE ON THE RIGHT.  TURN RIGHT AND
 MM0408'GO EAST, PASSING MR. PHIFERS HOUSE, FOR 0.15 MILE TO A GATE ON THE
 MM0408'LEFT.  TURN LEFT, THEN RIGHT, PASSING THROUGH THE GATE, AND GO
 MM0408'EAST-SOUTHEAST ON A DIM TRACK ROAD FOR 0.2 MILE TO THE CREST OF THE
 MM0408'RIDGE AND THE STATION ABOUT 100 YARDS SOUTH OF THE HIGHEST POINT.
 MM0408'
 MM0408'STATION MARK IS A U.S. GEOLOGICAL SURVEY PIPE BENCH MARK THAT IS NOT
 MM0408'STAMPED AND IS SET IN A 14-INCH SQUARE CONCRETE POST, WHICH PROJECTS
 MM0408'6 INCHES ABOVE THE GROUND.  THE PIPE MARK PROTRUDES 2 INCHES ABOVE
 MM0408'THE CONCRETE.  IT IS 23.0 FEET NORTHWEST OF A WITNESS POST AND 18.8
 MM0408'FEET NORTH OF AN EAST-WEST FENCE.
 MM0408'
 MM0408'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---U.S.G.S. NORTH NO 1
 MM0408'1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 MM0408'4 INCHES.  IT IS 83.5 FEET NORTH-NORTHWEST OF THE WITNESS POST, 83.0
 MM0408'FEET NORTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 MM0408'
 MM0408'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---U.S.G.S. NORTH NO 2
 MM0408'1933--- SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 MM0408'PROJECTS 12 INCHES.  IT IS 23.5 FEET EAST OF THE WITNESS POST, 1.0
 MM0408'FEET NORTH OF THE FENCE AND IS ABOUT THE SAME ELEVATION AS THE
 MM0408'STATION.
 MM0408'
 MM0408'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---U.S.G.S. NORTH NO 3
 MM0408'1933--- SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 MM0408'PROJECTS 2 INCHES.  IT IS 33.0 FEET NORTH OF THE CENTERLINE OF THE
 MM0408'ROAD, 1.5 FEET EAST OF A WITNESS POST, IN AN EAST-WEST FENCELINE AND
 MM0408'IS ABOUT 6 FEET ABOVE THE ROAD AT THE EDGE OF A CUTBANK AT THE CREST
 MM0408'OF A HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0641 ***********************************************************************
 MN0641  DESIGNATION -  NORTH
 MN0641  PID         -  MN0641
 MN0641  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0641  COUNTRY     -  US
 MN0641  USGS QUAD   -  SCOTTSBLUFF NORTH (2017)
 MN0641
 MN0641                         *CURRENT SURVEY CONTROL
 MN0641  ______________________________________________________________________
 MN0641* NAD 83(1995) POSITION- 41 59 56.17764(N) 103 40 04.05434(W)   ADJUSTED
 MN0641* NAVD 88 ORTHO HEIGHT -  1373.2   (meters)     4505.    (feet) VERTCON
 MN0641  ______________________________________________________________________
 MN0641  GEOID HEIGHT    -        -18.589 (meters)                     GEOID18
 MN0641  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 MN0641  HORZ ORDER      -  FIRST
 MN0641
 MN0641.The horizontal coordinates were established by classical geodetic methods
 MN0641.and adjusted by the National Geodetic Survey in August 1997.
 MN0641
 MN0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0641
 MN0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0641.GEOID18 height accuracy estimate available here.
 MN0641
 MN0641.Click photographs - Photos may exist for this station.
 MN0641
 MN0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0641
 MN0641. The following values were computed from the NAD 83(1995) position.
 MN0641
 MN0641;                    North         East     Units Scale Factor Converg.
 MN0641;SPC NE       -   246,882.947   196,299.141   MT  0.99969557   -2 25 50.3
 MN0641;SPC NE       -   809,981.80    644,024.77   sFT  0.99969557   -2 25 50.3
 MN0641;UTM  13      - 4,650,516.696   610,333.119   MT  0.99974979   +0 53 29.4
 MN0641
 MN0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0641!SPC NE       -   0.99978759  x   0.99969557  =   0.99948322
 MN0641!UTM  13      -   0.99978759  x   0.99974979  =   0.99953743
 MN0641
 MN0641:                Primary Azimuth Mark                     Grid Az
 MN0641:SPC NE       -  NORTH RM 2 AZIMUTH                       245 58 50.3
 MN0641:UTM  13      -  NORTH RM 2 AZIMUTH                       242 39 30.6
 MN0641
 MN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1033350516(NAD 83)
 MN0641
 MN0641|---------------------------------------------------------------------|
 MN0641| PID    Reference Object                     Distance      Geod. Az  |
 MN0641|                                                           dddmmss.s |
 MN0641| CP7836 NORTH RM 1                           52.944 METERS 03824     |
 MN0641| MN0632 MINATARE MUNICIPAL TANK             APPROX.25.0 KM 1471734.8 |
 MN0641| MN0532 MINATARE SUGAR MILL TANK            APPROX.26.0 KM 1472809.0 |
 MN0641| MN0633 SCOTTSBLUFF SUGAR MILL STACK        APPROX.15.9 KM 1694814.5 |
 MN0641| MN0639 GERING SUGAR MILL TANK              APPROX.18.4 KM 1760140.7 |
 MN0641| MN0640 GERING SUGAR MILL STACK             APPROX.18.5 KM 1760104.8 |
 MN0641| MN0636 SCOTTSBLUFF CHURCH SPIRE            APPROX.14.4 KM 1770316.9 |
 MN0641| MN0635 SCOTTSBLUFF MUNICIPAL TANK          APPROX.13.9 KM 1771053.6 |
 MN0641| MN0637 SCOTTSBLUFF PWR PLANT WATER TK      APPROX.15.6 KM 1782148.7 |
 MN0641| MN0638 GERING MUNICIPAL TANK               APPROX.19.5 KM 1782336.4 |
 MN0641| CP7837 NORTH RM 2 AZIMUTH                                 2433300.0 |
 MN0641| MN0647 MITCHELL SUGAR MILL STACK           APPROX.13.8 KM 2454257.2 |
 MN0641| MN0648 MITCHELL SUGAR MILL TANK            APPROX.13.8 KM 2460842.6 |
 MN0641| MN0650 MORRIL TANK                         APPROX.22.0 KM 2594539.4 |
 MN0641| CP7838 NORTH RM 3                           26.167 METERS 31019     |
 MN0641|---------------------------------------------------------------------|
 MN0641
 MN0641                          SUPERSEDED SURVEY CONTROL
 MN0641
 MN0641  NAD 83(1993)-  41 59 56.17753(N)    103 40 04.05451(W) AD(       ) 1
 MN0641  NAD 83(1986)-  41 59 56.17172(N)    103 40 04.06087(W) AD(       ) 1
 MN0641  NAD 27      -  41 59 56.30000(N)    103 40 02.26200(W) AD(       ) 1
 MN0641  NGVD 29 (09/11/89) 1372.5    (m)         4503.     (f) VERT ANG       
 MN0641  NGVD 29 (07/19/86) 1375.6    (m)         4513.     (f) VERT ANG       
 MN0641
 MN0641.Superseded values are not recommended for survey control.
 MN0641
 MN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0641.See file dsdata.pdf to determine how the superseded data were derived.
 MN0641
 MN0641_MARKER: DS = TRIANGULATION STATION DISK
 MN0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0641_STAMPING: NORTH 1933
 MN0641_MARK LOGO: CGS
 MN0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0641+STABILITY: SURFACE MOTION
 MN0641
 MN0641  HISTORY     - Date     Condition        Report By
 MN0641  HISTORY     - 1933     MONUMENTED       CGS
 MN0641  HISTORY     - 1934     GOOD             CGS
 MN0641  HISTORY     - 1963     GOOD             USGS
 MN0641
 MN0641                          STATION DESCRIPTION
 MN0641
 MN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0641'STATION IS ABOUT 10 MILES DUE N OF SCOTTSBLUFF, IN NE 1/4 SEC.
 MN0641'2, T 23 N, R 55 W, ON A PROMINENT DETACHED BUTTE IN PASTURE.
 MN0641'
 MN0641'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MN0641'DISKS SET IN CONCRETE.
 MN0641'
 MN0641'REFERENCE MARK NO. 1 IS N OF STATION.
 MN0641'
 MN0641'REFERENCE MARK NO. 2 IS SW OF STATION IN N-S FENCE LINE AT W
 MN0641'SIDE OF SMALL ENCLOSURE ABOVE.  APPROXIMATELY 15 FEET E OF CENTER
 MN0641'LINE OF ROAD.
 MN0641'
 MN0641'REFERENCE MARK NO. 3 IS W OF STATION.
 MN0641
 MN0641                          STATION RECOVERY (1934)
 MN0641
 MN0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0641'STATION IS ABOUT 10 MILES N OF SCOTTSBLUFF.  IT IS LOCATED ON THE
 MN0641'HIGHEST POINT OF A SANDY HILL WITH AN UNOBSTRUCTED VIEW TO THE
 MN0641'S AND WITH BAD LAND FORMATIONS TO THE N.  THE STATION MARK WAS
 MN0641'RECOVERED IN EXCELLENT CONDITION.
 MN0641'
 MN0641'REFERENCE MARK NO. 1, WHICH IS NE OF THE STATION, WAS RECOVERED
 MN0641'IN EXCELLENT CONDITION.
 MN0641'
 MN0641'REFERENCE MARK NO. 3, WHICH IS NW OF THE STATION, WAS RECOVERED
 MN0641'IN EXCELLENT CONDITION.
 MN0641'
 MN0641'THE AZIMUTH MARK, WHICH IS ABOUT 0.5 MILE SW OF THE STATION
 MN0641'AND IS LOCATED IN THE FENCE LINE ON THE E SIDE OF THE SECTION
 MN0641'LINE ROAD, WAS RECOVERED IN EXCELLENT CONDITION.
 MN0641'
 MN0641'THE STATION IS REACHED FROM THE INTERSECTION OF BROADWAY AND
 MN0641'EAST OVERLAND STREET IN SCOTTSBLUFF, BY GOING N ON U.S. HIGHWAY
 MN0641'NO. 26, 1.0 MILE, THENCE W ON NO. 26, 0.6 MILE.  TURN OFF THE
 MN0641'HIGHWAY AND GO N ON A GRAVELED ROAD 8.0 MILES.  CROSS BRIDGE
 MN0641'OVER A CANAL AND CONTINUE N 0.4 MILE TO A GATE ON THE E SIDE
 MN0641'OF THE ROAD.  PASS THROUGH GATE, GO THROUGH THE ENCLOSURE, AND
 MN0641'DRIVE NE 0.4 MILE, AROUND THE E SIDE OF A PROMINENT LONE HILL
 MN0641'TO THE TOP OF A RIDGE.  TURN E AND FOLLOW THE RIDGE 0.5 MILE
 MN0641'TO AN E-W FENCE.  LET DOWN FENCE AND CONTINUE ALONG RIDGE
 MN0641'ABOUT 150 YARDS TO THE TOP OF HILL AND THE STATION.
 MN0641'
 MN0641'A 4-FOOT STAND WAS ERECTED.
 MN0641
 MN0641                          STATION RECOVERY (1963)
 MN0641
 MN0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MN0641'RECOVERED BY USGS, 1963.
 MN0641'
 MN0641'STATION MARK--STANDARD USC AND GS STANDARD DISK SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2115 ***********************************************************************
 MK2115  DESIGNATION -  NORTH BEND ATT MW TOWER
 MK2115  PID         -  MK2115
 MK2115  STATE/COUNTY-  NE/DODGE
 MK2115  COUNTRY     -  US
 MK2115  USGS QUAD   -  WEBSTER (2017)
 MK2115
 MK2115                         *CURRENT SURVEY CONTROL
 MK2115  ______________________________________________________________________
 MK2115* NAD 83(1995) POSITION- 41 31 23.61418(N) 096 50 55.48914(W)   ADJUSTED
 MK2115  ______________________________________________________________________
 MK2115  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 MK2115  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 MK2115  HORZ ORDER      -  THIRD
 MK2115
 MK2115.The horizontal coordinates were established by classical geodetic methods
 MK2115.and adjusted by the National Geodetic Survey in August 1997.
 MK2115
 MK2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2115.GEOID18 height accuracy estimate available here.
 MK2115
 MK2115.Click photographs - Photos may exist for this station.
 MK2115
 MK2115.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2115
 MK2115. The following values were computed from the NAD 83(1995) position.
 MK2115
 MK2115;                    North         East     Units Scale Factor Converg.
 MK2115;SPC NE       -   192,411.955   762,875.523   MT  0.99965864   +2 05 18.0
 MK2115;SPC NE       -   631,271.56  2,502,867.45   sFT  0.99965864   +2 05 18.0
 MK2115;UTM  14      - 4,599,077.135   679,490.556   MT  0.99999648   +1 25 35.4
 MK2115
 MK2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7949099077(NAD 83)
 MK2115
 MK2115                          SUPERSEDED SURVEY CONTROL
 MK2115
 MK2115  NAD 83(1986)-  41 31 23.62084(N)    096 50 55.49146(W) AD(       ) 3
 MK2115  NAD 27      -  41 31 23.60531(N)    096 50 54.38991(W) AD(       ) 3
 MK2115
 MK2115.Superseded values are not recommended for survey control.
 MK2115
 MK2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2115.See file dsdata.pdf to determine how the superseded data were derived.
 MK2115
 MK2115_MARKER: 45 = MICROWAVE TOWER
 MK2115
 MK2115  HISTORY     - Date     Condition        Report By
 MK2115  HISTORY     - 1968     FIRST OBSERVED   CGS
 MK2115
 MK2115                          STATION DESCRIPTION
 MK2115
 MK2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2115'THE STATION IS THE RED LIGHT ATOP THE NORTH BEND, AMERICAN TELEPHONE
 MK2115'AND TELEGRAPH COMPANY MICROWAVE TOWER AND IS 12 MILES NORTHEAST OF
 MK2115'SCHUYLER, 6 MILES NORTHWEST OF NORTH BEND AND 5 MILES NORTH OF
 MK2115'U.S. HIGHWAY 30.  THE TOWER IS A FOUR LEGGED STRUCTURE PAINTED IN
 MK2115'ALTERNATE BANDS OF RED AND WHITE WITH A FAN TYPE OF ANTENNA
 MK2115'LOCATED ON EACH OF THE FOUR CORNERS AND A POLE ANTENNA EXTENDING
 MK2115'ABOVE EACH FAN.  THE TOWER IS 125 FEET IN HEIGHT AND THE POLE
 MK2115'ANTENNAS ARE 35 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0352 ***********************************************************************
 ML0352  DESIGNATION -  NORTH LOUP
 ML0352  PID         -  ML0352
 ML0352  STATE/COUNTY-  NE/VALLEY
 ML0352  COUNTRY     -  US
 ML0352  USGS QUAD   -  NORTH LOUP (2017)
 ML0352
 ML0352                         *CURRENT SURVEY CONTROL
 ML0352  ______________________________________________________________________
 ML0352* NAD 83(1986) POSITION- 41 29 46.31   (N) 098 46 11.50   (W)   HD_HELD1
 ML0352* NAVD 88 ORTHO HEIGHT -   597.336 (meters)     1959.76  (feet) ADJUSTED
 ML0352  ______________________________________________________________________
 ML0352  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 ML0352  DYNAMIC HEIGHT  -        597.041 (meters)     1958.79  (feet) COMP
 ML0352  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 ML0352
 ML0352  VERT ORDER      -  SECOND    CLASS 0
 ML0352
 ML0352.The horizontal coordinates were determined by differentially corrected
 ML0352.hand held GPS observations or other comparable positioning techniques
 ML0352.and have an estimated accuracy of +/- 3 meters.
 ML0352
 ML0352.The orthometric height was determined by differential leveling and
 ML0352.adjusted by the NATIONAL GEODETIC SURVEY
 ML0352.in June 1991.
 ML0352
 ML0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0352.GEOID18 height accuracy estimate available here.
 ML0352
 ML0352.Click photographs - Photos may exist for this station.
 ML0352
 ML0352.The dynamic height is computed by dividing the NAVD 88
 ML0352.geopotential number by the normal gravity value computed on the
 ML0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0352.degrees latitude (g = 980.6199 gals.).
 ML0352
 ML0352.The modeled gravity was interpolated from observed gravity values.
 ML0352
 ML0352;                    North         East    Units  Estimated Accuracy
 ML0352;SPC NE       -   185,350.3     602,679.4     MT  (+/- 3 meters HH1 GPS) 
 ML0352
 ML0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1920993867(NAD 83)
 ML0352
 ML0352                          SUPERSEDED SURVEY CONTROL
 ML0352
 ML0352  NGVD 29 (??/??/92)  597.085  (m)         1958.94   (f) ADJ UNCH    2 0
 ML0352
 ML0352.Superseded values are not recommended for survey control.
 ML0352
 ML0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0352.See file dsdata.pdf to determine how the superseded data were derived.
 ML0352
 ML0352_MARKER: DB = BENCH MARK DISK
 ML0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0352_STAMPING: NORTH LOUP 1934
 ML0352_MARK LOGO: CGS
 ML0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0352+STABILITY: SURFACE MOTION
 ML0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0352+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 ML0352
 ML0352  HISTORY     - Date     Condition        Report By
 ML0352  HISTORY     - 1934     MONUMENTED       CGS
 ML0352  HISTORY     - 1935     GOOD             CGS
 ML0352  HISTORY     - 20091103 GOOD             NEDR
 ML0352
 ML0352                          STATION DESCRIPTION
 ML0352
 ML0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0352'AT NORTH LOUP.
 ML0352'AT THE CITY WATER TOWER, 0.1 MILES SOUTHEAST OF MILEPOST 49,
 ML0352'52 FEET FROM THE CENTER LINE OF GARFIELD AVENUE, 31.3 FEET
 ML0352'NORTHEAST OF THE SOUTHEAST CORNER OF THE WATER BUILDING, 2.5 FEET
 ML0352'EAST OF THE EAST SIDE OF THE WATER TOWER.
 ML0352
 ML0352                          STATION RECOVERY (2009)
 ML0352
 ML0352'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0352'41 29'46.31''N  98 46'11.50''W   WGS 84
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0470 ***********************************************************************
 NO0470  DESIGNATION -  NORTH LOUP
 NO0470  PID         -  NO0470
 NO0470  STATE/COUNTY-  NE/CHERRY
 NO0470  COUNTRY     -  US
 NO0470  USGS QUAD   -  BIG FALLS (2017)
 NO0470
 NO0470                         *CURRENT SURVEY CONTROL
 NO0470  ______________________________________________________________________
 NO0470* NAD 83(1995) POSITION- 42 26 42.83761(N) 101 09 30.12066(W)   ADJUSTED
 NO0470* NAVD 88 ORTHO HEIGHT -  1055.    (meters)     3461.    (feet) SCALED
 NO0470  ______________________________________________________________________
 NO0470  GEOID HEIGHT    -        -20.174 (meters)                     GEOID18
 NO0470  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 NO0470  HORZ ORDER      -  SECOND
 NO0470
 NO0470.The horizontal coordinates were established by classical geodetic methods
 NO0470.and adjusted by the National Geodetic Survey in August 1997.
 NO0470
 NO0470.The orthometric height was scaled from a topographic map.
 NO0470
 NO0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0470.GEOID18 height accuracy estimate available here.
 NO0470
 NO0470.Click photographs - Photos may exist for this station.
 NO0470
 NO0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0470
 NO0470. The following values were computed from the NAD 83(1995) position.
 NO0470
 NO0470;                    North         East     Units Scale Factor Converg.
 NO0470;SPC NE       -   290,638.749   404,722.905   MT  0.99979312   -0 46 03.5
 NO0470;SPC NE       -   953,537.30  1,327,828.40   sFT  0.99979312   -0 46 03.5
 NO0470;UTM  14      - 4,701,468.745   322,496.843   MT  0.99998767   -1 27 25.3
 NO0470
 NO0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0470!SPC NE       -   0.99983768  x   0.99979312  =   0.99963083
 NO0470!UTM  14      -   0.99983768  x   0.99998767  =   0.99982535
 NO0470
 NO0470:                Primary Azimuth Mark                     Grid Az
 NO0470:SPC NE       -  NORTH LOUP AZ MK                         355 00 17.2
 NO0470:UTM  14      -  NORTH LOUP AZ MK                         355 41 39.0
 NO0470
 NO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2249601468(NAD 83)
 NO0470
 NO0470|---------------------------------------------------------------------|
 NO0470| PID    Reference Object                     Distance      Geod. Az  |
 NO0470|                                                           dddmmss.s |
 NO0470| CQ3636 NORTH LOUP RM 1                      14.848 METERS 15821     |
 NO0470| CQ3637 NORTH LOUP RM 2                      15.089 METERS 28508     |
 NO0470| CQ3635 NORTH LOUP AZ MK                                   3541413.7 |
 NO0470|---------------------------------------------------------------------|
 NO0470
 NO0470                          SUPERSEDED SURVEY CONTROL
 NO0470
 NO0470  NAD 83(1986)-  42 26 42.83564(N)    101 09 30.12732(W) AD(       ) 2
 NO0470  NAD 27      -  42 26 42.87300(N)    101 09 28.55700(W) AD(       ) 2
 NO0470
 NO0470.Superseded values are not recommended for survey control.
 NO0470
 NO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0470.See file dsdata.pdf to determine how the superseded data were derived.
 NO0470
 NO0470_MARKER: DS = TRIANGULATION STATION DISK
 NO0470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0470_STAMPING: NORTH LOUP 1949
 NO0470_MARK LOGO: CGS
 NO0470_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0470
 NO0470  HISTORY     - Date     Condition        Report By
 NO0470  HISTORY     - 1949     MONUMENTED       CGS
 NO0470
 NO0470                          STATION DESCRIPTION
 NO0470
 NO0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0470'THE STATION IS LOCATED ON THE TOP OF THE HIGHEST SAND HILL IN THE
 NO0470'VICINITY, ABOUT 35.5 MILES SOUTH AND 2.5 MILES WEST OF NENZEL,
 NO0470'ABOUT 18.0 MILES WEST AND 8.5 MILES SOUTH OF THE KENNEDY POST
 NO0470'OFFICE AND ABOUT 1.5 MILES NORTH OF THE NORTH LOUP RIVER.  IT
 NO0470'IS 4.3 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD STATION
 NO0470'MARK DISK WELDED TO THE TOP OF A 2 INCH CAST SOIL PIPE
 NO0470'PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED NORTH LOUP
 NO0470'1949.
 NO0470'
 NO0470'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 2.0
 NO0470'FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NO0470'REFERENCE MARK DISK WELDED TO THE TOP OF A 2 INCH CAST SOIL PIPE
 NO0470'PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED NORTH LOUP
 NO0470'NO 1 1949.
 NO0470'
 NO0470'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0470'IT IS A STANDARD REFERENCE MARK DISK WELDED TO THE TOP OF A 2
 NO0470'INCH CAST SOIL PIPE PROJECTING 6 INCHES ABOVE THE GROUND AND IS
 NO0470'STAMPED NORTH LOUP NO 2 1949.
 NO0470'
 NO0470'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 NO0470'2 IS 87.77 FEET.
 NO0470'
 NO0470'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF A WINDMILL,
 NO0470'10.5 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 2.0 FEET
 NO0470'SOUTH OF A WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 NO0470'WELDED TO THE TOP OF A 2 INCH CAST SOIL PIPE PROJECTING 6 INCHES
 NO0470'ABOVE THE GROUND AND IS STAMPED NORTH LOUP 1949.
 NO0470'
 NO0470'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO SOUTH
 NO0470'ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION WITH
 NO0470'U.S. HIGHWAY NO. 20, TURN LEFT AND GO EAST AND SOUTHEAST ON U.S.
 NO0470'HIGHWAY NO. 83 AND U.S. HIGHWAY NO. 20 FOR 5.4 MILES TO WHERE
 NO0470'U.S. HIGHWAY NO. 83 TURNS RIGHT, TURN RIGHT ON U.S. HIGHWAY NO.
 NO0470'83 AND GO SOUTH AND SOUTHWEST FOR 11.85 MILES TO AN OILED T ROAD
 NO0470'RIGHT, TURN RIGHT ON OILED ROAD AND GO WEST FOR 6.15 MILES TO A
 NO0470'FORK, TAKE THE LEFT FORK AND GO SOUTH, WEST AND SOUTH FOR 7.5
 NO0470'MILES TO THE VALENTINE, NATIONAL WILDLIFE REFUGE HEADQUARTERS
 NO0470'ON THE LEFT, CONTINUE ON A SAND ROAD FOR 0.7 OF A MILE TO A
 NO0470'FORK, TAKE THE LEFT FORK ACROSS A WOODEN BRIDGE FOR 0.1 OF A
 NO0470'MILE TO A FORK, TAKE RIGHT FORK ON MAIN TRAVELED ROAD FOR 1.4
 NO0470'MILES TO A T ROAD LEFT, CONTINUE ON MAIN ROAD FOR 0.9 OF A MILE
 NO0470'TO A CATTLE GUARD, CONTINUE ON MAIN ROAD FOR 0.25 OF A MILE TO
 NO0470'A FORK, TAKE THE RIGHT FORK WEST, SOUTH AND WEST FOR 0.6 OF A
 NO0470'MILE TO A RANCH HOUSE ON THE RIGHT, CONTINUE WEST ON
 NO0470'TRACK ROAD FOR 0.3 OF A MILE TO A T ROAD LEFT, TURN LEFT AND
 NO0470'GO SOUTH AND WEST ON THE MAIN ROAD FOR 1.95 MILES TO A
 NO0470'WINDMILL ON THE RIGHT, CONTINUE WESTERLY ON MAIN ROAD FOR 3.2
 NO0470'MILES TO A FORK, TAKE THE RIGHT FORK AND GO NORTHWEST FOR
 NO0470'0.45 OF A MILE TO A FORK AT A SIGN POINTING NORTH TO
 NO0470'KENNEDY, TAKE THE LEFT FORK AND GO WEST, SOUTHWEST AND
 NO0470'WEST ON THE MAIN ROAD FOR 4.9 MILES TO A FORK JUST BEFORE
 NO0470'REACHING A RANCH HOUSE ON THE RIGHT, TAKE THE LEFT FORK AND
 NO0470'FOLLOW A TRACK ROAD SOUTH AND WEST FOR 1.35 MILES TO A CATTLE
 NO0470'GUARD, CONTINUE WESTERLY ON MAIN TRACK ROAD FOR 3.1 MILES TO A
 NO0470'WOODEN BRIDGE, CONTINUE WESTERLY ON TRACK ROAD FOR 3.6 MILES TO
 NO0470'A FORK JUST BEFORE REACHING A RANCH HOUSE ON THE RIGHT AND A RANCH
 NO0470'HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD ON THE RIGHT FORK WEST
 NO0470'AND SOUTHWEST FOR 3.6 MILES TO A REVERSE FORK JUST SOUTHWEST OF
 NO0470'THE BACHELOR RANCH, TURN SHARP LEFT AND GO SOUTH FOR 0.35 OF A
 NO0470'MILE TO A POINT WHERE THE MAIN ROAD TURNS RIGHT AT A GATE ON
 NO0470'THE LEFT, TURN RIGHT AND FOLLOW TRACK ROAD ACROSS A MEADOW FOR
 NO0470'1.3 MILES TO THE SECOND WIRE GATE, PASS THROUGH THIS GATE AND
 NO0470'BEAR RIGHT AND FOLLOW MAIN TRACK ROAD FOR 0.7 OF A MILE TO A
 NO0470'WIRE GATE, CONTINUE WESTERLY ON MAIN ROAD FOR 0.35 OF A
 NO0470'MILE TO A FORKS, TAKE THE LEFT FOR FOR 0.05 OF A MILE TO A WIRE
 NO0470'GATE IN AN EAST-WEST FENCE, PASS THROUGH THIS GATE AND CONTINUE
 NO0470'FOR 1.75 MILES SOUTHWEST AND WEST ON A VERY SANDY TRACK ROAD
 NO0470'TO A WOODEN BRIDGE JUST SOUTHWEST OF A WINDMILL, CONTINUE
 NO0470'SOUTHERLY ON MAIN TRACK ROAD FOR 0.75 OF A MILE TO A WIRE
 NO0470'GATE, CONTINUE FOR 0.1 OF A MILE TO A DIM FORK LEFT, TAKE
 NO0470'LEFT FORK ON DIM TRACK ROAD AND GO 0.45 OF A MILE TO THE
 NO0470'INTERSECTION WITH A PLAIN TRACK ROAD, TURN LEFT ON PLAIN
 NO0470'TRACK ROAD AND GO SOUTHEAST AND SOUTH FOR 0.35 OF A MILE TO A
 NO0470'FORK JUST AFTER PASSING THROUGH A WIRE GATE, CONTINUE
 NO0470'STRAIGHT AHEAD ON THE RIGHT FORK FOR 1.55 MILES TO A RANCH
 NO0470'HOUSE ON THE LEFT, PASS THROUGH TWO BOARD GATES IN RANCH
 NO0470'CORRALS AND CONTINUE WEST FOR 0.2 OF A MILE TO ANOTHER BOARD
 NO0470'GATE, PASS THROUGH THIS BOARD GATE AND CONTINUE WEST AND SOUTH
 NO0470'ON THE MAIN TRACK ROAD FOR 0.4 OF A MILE TO A FORK, TAKE THE LEFT
 NO0470'FORK FOR 1.15 MILES TO A WIRE GATE IN THE SOUTHEAST CORNER OF A
 NO0470'MEADOW, PASS THROUGH WIRE GATE AND GO 0.4 OF A MILE TO A WIRE
 NO0470'GATE, CONTINUE ON RIGHT FORK FOR 0.1 OF A MILE TO A WINDMILL ON ON
 NO0470'THE RIGHT, CONTINUE ON MAIN TRACK ROAD FOR 0.2 OF A MILE TO TWO
 NO0470'WIRE GATES, PASS THROUGH THE RIGHT HAND GATE AND CONTINUE ON
 NO0470'TRACK ROAD FOR 0.4 OF A MILE TO A FENCE CORNER ON THE RIGHT AND
 NO0470'TWO LARGE IRON WHEELS ON THE LEFT, CONTINUE ON TRACK ROAD FOR 0.05
 NO0470'OF A MILE TO A FORK, TAKE RIGHT FORK WESTERLY UP A VALLEY FOR
 NO0470'0.4 OF A MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND
 NO0470'CONTINUE ON LEFT FORK FOR 0.55 OF A MILE SOUTH-SOUTHWEST TO THE
 NO0470'AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTHWEST ON TRACK
 NO0470'ROAD FOR 0.25 OF A MILE TO A WINDMILL ON THE RIGHT, JUST
 NO0470'AFTER PASSING THIS WINDMILL TURN LEFT AND GO ABOUT DUE SOUTH FOR
 NO0470'0.35 OF A MILE TO A WIRE GATE IN AN EAST-WEST FENCE AT THE
 NO0470'NORTHERN END OF A RIDGE, PASS THROUGH THIS GATE AND PICK WAY
 NO0470'SOUTH AND SOUTHEAST UP THIS RIDGE FOR ABOUT 0.6 OF A MILE
 NO0470'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0103 ***********************************************************************
 MM0103  DESIGNATION -  NORTH PLATTE
 MM0103  PID         -  MM0103
 MM0103  STATE/COUNTY-  NE/LINCOLN
 MM0103  COUNTRY     -  US
 MM0103  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0103
 MM0103                         *CURRENT SURVEY CONTROL
 MM0103  ______________________________________________________________________
 MM0103* NAD 83(1986) POSITION- 41 08 29.     (N) 100 45 27.     (W)   SCALED
 MM0103* NAVD 88 ORTHO HEIGHT -   853.343 (meters)     2799.68  (feet) ADJUSTED
 MM0103  ______________________________________________________________________
 MM0103  GEOID HEIGHT    -        -22.174 (meters)                     GEOID18
 MM0103  DYNAMIC HEIGHT  -        852.848 (meters)     2798.05  (feet) COMP
 MM0103  MODELED GRAVITY -    980,015.1   (mgal)                       NAVD 88
 MM0103
 MM0103  VERT ORDER      -  FIRST     CLASS II
 MM0103
 MM0103.The horizontal coordinates were scaled from a map and have
 MM0103.an estimated accuracy of +/- 6 seconds.
 MM0103
 MM0103.The orthometric height was determined by differential leveling and
 MM0103.adjusted by the NATIONAL GEODETIC SURVEY
 MM0103.in June 1994.
 MM0103
 MM0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0103.GEOID18 height accuracy estimate available here.
 MM0103
 MM0103.Click photographs - Photos may exist for this station.
 MM0103
 MM0103.The dynamic height is computed by dividing the NAVD 88
 MM0103.geopotential number by the normal gravity value computed on the
 MM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0103.degrees latitude (g = 980.6199 gals.).
 MM0103
 MM0103.The modeled gravity was interpolated from observed gravity values.
 MM0103
 MM0103;                    North         East    Units  Estimated Accuracy
 MM0103;SPC NE       -   145,510.      436,430.      MT  (+/- 180 meters Scaled)
 MM0103
 MM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL525559(NAD 83)
 MM0103
 MM0103                          SUPERSEDED SURVEY CONTROL
 MM0103
 MM0103  NAVD 88 (06/15/91)  853.352  (m)         2799.71   (f) SUPERSEDED  1 2
 MM0103  NGVD 29 (02/14/92)  852.995  (m)         2798.53   (f) ADJUSTED    1 2
 MM0103  NGVD 29 (??/??/87)  853.017  (m)         2798.61   (f) SUPERSEDED  1 2
 MM0103
 MM0103.Superseded values are not recommended for survey control.
 MM0103
 MM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0103.See file dsdata.pdf to determine how the superseded data were derived.
 MM0103
 MM0103_MARKER: DB = BENCH MARK DISK
 MM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0103_STAMPING: NORTH PLATTE 1933 2798.607
 MM0103_MARK LOGO: CGS
 MM0103_PROJECTION: PROJECTING 10 CENTIMETERS
 MM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0103+STABILITY: SURFACE MOTION
 MM0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0103+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 MM0103
 MM0103  HISTORY     - Date     Condition        Report By
 MM0103  HISTORY     - 1933     MONUMENTED       CGS
 MM0103  HISTORY     - 1934     GOOD             CGS
 MM0103  HISTORY     - 1986     GOOD             NGS
 MM0103  HISTORY     - 19911021 GOOD             NGS
 MM0103  HISTORY     - 20130806 GOOD             GEOCAC
 MM0103
 MM0103                          STATION DESCRIPTION
 MM0103
 MM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0103'AT NORTH PLATTE.
 MM0103'AT NORTH PLATTE, LINCOLN COUNTY, AT THE SOUTHEAST CORNER OF THE
 MM0103'INTERSECTION OF EIGHTH AND CHESTNUT STREETS, 39 FEET NORTH OF
 MM0103'THE CENTER LINE OF EIGHTH STREET, 36 FEET WEST OF THE CENTER
 MM0103'LINE OF CHESTNUT STREET, AND IN THE NORTHWEST CORNER OF THE
 MM0103'WATER PLANT LAWN.  A STANDARD DISK, STAMPED 2798.607 NORTH
 MM0103'PLATTE 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0103'ABOUT 4 INCHES ABOVE GROUND.
 MM0103
 MM0103                          STATION RECOVERY (1934)
 MM0103
 MM0103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0103'RECOVERED IN GOOD CONDITION.
 MM0103
 MM0103                          STATION RECOVERY (1986)
 MM0103
 MM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0103'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0103'BENCH MARK IS SOUTH OF 8TH STREET NOT NORTH AS DESCRIBED AND IS INSIDE
 MM0103'OF A CHAIN LINK FENCE CORNER.
 MM0103
 MM0103                          STATION RECOVERY (1991)
 MM0103
 MM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0103'IN NORTH PLATTE, AT THE INTERSECTION OF 8TH AND CHESTNUT STREETS,
 MM0103'NEAR THE NORTHWEST CORNER OF THE NORTH PLATTE WATER WORKS ENCLOSURE,
 MM0103'12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF 8TH STREET, 12.0 M (39.4
 MM0103'FT) EAST OF THE CENTER OF CHESTNUT STREET, 0.5 M (1.6 FT) NORTHWEST
 MM0103'OF AN 8-INCH CEDAR TREE, 0.3 M (1.0 FT) SOUTHEAST OF A CHAIN-LINK
 MM0103'FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF 8TH STREET, AND 0.05
 MM0103'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 MM0103'PROPERTY OWNED BY NORTH PLATTE WATER WORKS, CONTACT--JERRY DEAL,
 MM0103'SUPERINTENDENT, POST OFFICE BOX 490, NORTH PLATTE, NE 69103,
 MM0103'TELEPHONE NUMBER (308) 532-5320.
 MM0103
 MM0103                          STATION RECOVERY (2013)
 MM0103
 MM0103'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 MM0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0419 ***********************************************************************
 MM0419  DESIGNATION -  NORTH PLATTE HIGH SCHOOL CHIM
 MM0419  PID         -  MM0419
 MM0419  STATE/COUNTY-  NE/LINCOLN
 MM0419  COUNTRY     -  US
 MM0419  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0419
 MM0419                         *CURRENT SURVEY CONTROL
 MM0419  ______________________________________________________________________
 MM0419* NAD 83(1995) POSITION- 41 08 07.23874(N) 100 46 33.49923(W)   ADJUSTED
 MM0419  ______________________________________________________________________
 MM0419  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 MM0419  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 MM0419  HORZ ORDER      -  THIRD
 MM0419
 MM0419.The horizontal coordinates were established by classical geodetic methods
 MM0419.and adjusted by the National Geodetic Survey in August 1997.
 MM0419
 MM0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0419.GEOID18 height accuracy estimate available here.
 MM0419
 MM0419.Click photographs - Photos may exist for this station.
 MM0419
 MM0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0419
 MM0419. The following values were computed from the NAD 83(1995) position.
 MM0419
 MM0419;                    North         East     Units Scale Factor Converg.
 MM0419;SPC NE       -   144,849.172   434,868.947   MT  0.99967938   -0 30 51.2
 MM0419;SPC NE       -   475,225.99  1,426,732.54   sFT  0.99967938   -0 30 51.2
 MM0419;UTM  14      - 4,555,301.696   350,940.726   MT  0.99987346   -1 10 06.7
 MM0419
 MM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5094055301(NAD 83)
 MM0419
 MM0419                          SUPERSEDED SURVEY CONTROL
 MM0419
 MM0419  NAD 83(1986)-  41 08 07.24365(N)    100 46 33.50597(W) AD(       ) 3
 MM0419  NAD 27      -  41 08 07.25600(N)    100 46 31.98200(W) AD(       ) 3
 MM0419
 MM0419.Superseded values are not recommended for survey control.
 MM0419
 MM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0419.See file dsdata.pdf to determine how the superseded data were derived.
 MM0419
 MM0419_MARKER: 85 = CHIMNEY
 MM0419
 MM0419  HISTORY     - Date     Condition        Report By
 MM0419  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0419  HISTORY     - 20010418 GOOD             USPSQD
 MM0419  HISTORY     - 20030812 GOOD             USPSQD
 MM0419
 MM0419                          STATION DESCRIPTION
 MM0419
 MM0419'DESCRIBED BY US POWER SQUADRON 2001 (BC)
 MM0419'LOCATION IS W 2ND STREEET AND N LINCOLN
 MM0419
 MM0419                          STATION RECOVERY (2003)
 MM0419
 MM0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0419'STATION FOUND GOOD. HOWEVER, THE HIGH SCHOOL IS BEING TORN DOWN AND
 MM0419'THE HIGH SCHOOL CHIMNEY WILL SOON BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0404 ***********************************************************************
 MM0404  DESIGNATION -  NORTH PLATTE MUN AIRPORT BCN
 MM0404  PID         -  MM0404
 MM0404  STATE/COUNTY-  NE/LINCOLN
 MM0404  COUNTRY     -  US
 MM0404  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0404
 MM0404                         *CURRENT SURVEY CONTROL
 MM0404  ______________________________________________________________________
 MM0404* NAD 83(1995) POSITION- 41 07 42.36693(N) 100 42 21.35016(W)   ADJUSTED
 MM0404  ______________________________________________________________________
 MM0404  GEOID HEIGHT    -        -22.253 (meters)                     GEOID18
 MM0404  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 MM0404  HORZ ORDER      -  THIRD
 MM0404
 MM0404.The horizontal coordinates were established by classical geodetic methods
 MM0404.and adjusted by the National Geodetic Survey in August 1997.
 MM0404
 MM0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0404.GEOID18 height accuracy estimate available here.
 MM0404
 MM0404.Click photographs - Photos may exist for this station.
 MM0404
 MM0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0404
 MM0404. The following values were computed from the NAD 83(1995) position.
 MM0404
 MM0404;                    North         East     Units Scale Factor Converg.
 MM0404;SPC NE       -   144,031.790   440,741.458   MT  0.99968016   -0 28 04.1
 MM0404;SPC NE       -   472,544.30  1,445,999.27   sFT  0.99968016   -0 28 04.1
 MM0404;UTM  14      - 4,554,417.138   356,804.593   MT  0.99985237   -1 07 20.2
 MM0404
 MM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5680454417(NAD 83)
 MM0404
 MM0404                          SUPERSEDED SURVEY CONTROL
 MM0404
 MM0404  NAD 83(1986)-  41 07 42.37115(N)    100 42 21.35717(W) AD(       ) 3
 MM0404  NAD 27      -  41 07 42.38338(N)    100 42 19.85409(W) AD(       ) 3
 MM0404
 MM0404.Superseded values are not recommended for survey control.
 MM0404
 MM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0404.See file dsdata.pdf to determine how the superseded data were derived.
 MM0404
 MM0404_MARKER: 21 = AIRPORT BEACON
 MM0404
 MM0404  HISTORY     - Date     Condition        Report By
 MM0404  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0404  HISTORY     - 1963     GOOD             CGS
 MM0404  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MM0404
 MM0404                          STATION DESCRIPTION
 MM0404
 MM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0404'THE STATION IS LOCATED ABOUT 2.8 MILES EAST OF THE EAST EDGE
 MM0404'OF NORTH PLATTE NEAR THE SOUTH-CENTRAL EDGE OF THE MUNICIPAL
 MM0404'AIRPORT.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 MM0404'A CONTINUOUS SWEEP BEACON, IS PAINTED ALTERNATELY RED AND
 MM0404'WHITE AND HAS AN OVER-ALL HEIGHT OF 45.0 FEET.
 MM0404'
 MM0404'THE POINT OBSERVED UPON WAS THE BEACON LIGHT.
 MM0404'
 MM0404'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 MM0404'30 AND U.S. HIGHWAY NO. 83 IN THE SOUTHWEST PART OF NORTH
 MM0404'PLATTE, GO EAST ON U.S. HIGHWAY NO. 30 FOR 2.8 MILES TO THE
 MM0404'MUNICIPAL AIRPORT ON THE RIGHT AND THE STATION AS DESCRIBED.
 MM0404
 MM0404                          STATION RECOVERY (1963)
 MM0404
 MM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0404'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0404'THIS WAS VERIFIED TO BE THE SAME BEACON THAT WAS POSITIONED
 MM0404'IN 1951.
 MM0404'
 MM0404'NOTE--AIRPORT PARTY 6424 COULD NOT CHECK POSITION (PUBLISHED)
 MM0404'BY 6 FT. IN X AND 10 FT IN Y.
 MM0404
 MM0404                          STATION RECOVERY (1967)
 MM0404
 MM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 MM0404'THE AIRPORT BEACON HAS BEEN MOVED TO A NEW LOCATION AT THE
 MM0404'AIRPORT.
 MM0404'
 MM0404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8
 MM0404'MILES EAST OF NORTH PLATTE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0413 ***********************************************************************
 MM0413  DESIGNATION -  NORTH PLATTE POST OFFICE CHIM
 MM0413  PID         -  MM0413
 MM0413  STATE/COUNTY-  NE/LINCOLN
 MM0413  COUNTRY     -  US
 MM0413  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0413
 MM0413                         *CURRENT SURVEY CONTROL
 MM0413  ______________________________________________________________________
 MM0413* NAD 83(1995) POSITION- 41 08 13.92270(N) 100 45 48.35273(W)   ADJUSTED
 MM0413  ______________________________________________________________________
 MM0413  GEOID HEIGHT    -        -22.176 (meters)                     GEOID18
 MM0413  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 MM0413  HORZ ORDER      -  THIRD
 MM0413
 MM0413.The horizontal coordinates were established by classical geodetic methods
 MM0413.and adjusted by the National Geodetic Survey in August 1997.
 MM0413
 MM0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0413.GEOID18 height accuracy estimate available here.
 MM0413
 MM0413.Click photographs - Photos may exist for this station.
 MM0413
 MM0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0413
 MM0413. The following values were computed from the NAD 83(1995) position.
 MM0413
 MM0413;                    North         East     Units Scale Factor Converg.
 MM0413;SPC NE       -   145,045.921   435,923.340   MT  0.99967917   -0 30 21.3
 MM0413;SPC NE       -   475,871.49  1,430,191.82   sFT  0.99967917   -0 30 21.3
 MM0413;UTM  14      - 4,555,486.426   351,997.500   MT  0.99986959   -1 09 37.1
 MM0413
 MM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5199755486(NAD 83)
 MM0413
 MM0413                          SUPERSEDED SURVEY CONTROL
 MM0413
 MM0413  NAD 83(1986)-  41 08 13.92772(N)    100 45 48.35931(W) AD(       ) 3
 MM0413  NAD 27      -  41 08 13.93900(N)    100 45 46.83700(W) AD(       ) 3
 MM0413
 MM0413.Superseded values are not recommended for survey control.
 MM0413
 MM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0413.See file dsdata.pdf to determine how the superseded data were derived.
 MM0413
 MM0413_MARKER: 85 = CHIMNEY
 MM0413
 MM0413  HISTORY     - Date     Condition        Report By
 MM0413  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0413  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 MM0413  HISTORY     - 20071026 GOOD             GEOCAC
 MM0413
 MM0413                          STATION DESCRIPTION
 MM0413
 MM0413'DESCRIBED BY US POWER SQUADRON 2001 (BC)
 MM0413'NO CHIMNEY, NEW POST OFFICE BUILT ON THE SE CORNER OF BAILY AND 3RD
 MM0413'STREET IN 1964.
 MM0413
 MM0413                          STATION RECOVERY (2007)
 MM0413
 MM0413'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MM0413'IN NORTH PLATTE, AT THE FORMER POST OFFICE BUILDING, ON THE WEST SIDE
 MM0413'OF NORTH JEFFERS ST, BETWEEN WEST 5TH AND WEST 4TH STREETS. THIS IS A
 MM0413'3 STORY RED BRICK BUILDING, WITH A RED TILE ROOF. A SHORT RED BRICK
 MM0413'CHIMNEY EXTENDS ABOVE THE ROOF. THE CHIMNEY HAS LOUVERS ON EACH OF THE
 MM0413'FOUR SIDES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0428 ***********************************************************************
 MM0428  DESIGNATION -  NORTH PLATTE PUB PWR WATER TK
 MM0428  PID         -  MM0428
 MM0428  STATE/COUNTY-  NE/LINCOLN
 MM0428  COUNTRY     -  US
 MM0428  USGS QUAD   -  LAKE MALONEY (2017)
 MM0428
 MM0428                         *CURRENT SURVEY CONTROL
 MM0428  ______________________________________________________________________
 MM0428* NAD 83(1995) POSITION- 41 05 09.58683(N) 100 45 34.04849(W)   ADJUSTED
 MM0428  ______________________________________________________________________
 MM0428  GEOID HEIGHT    -        -22.291 (meters)                     GEOID18
 MM0428  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 MM0428  HORZ ORDER      -  THIRD
 MM0428
 MM0428.The horizontal coordinates were established by classical geodetic methods
 MM0428.and adjusted by the National Geodetic Survey in August 1997.
 MM0428
 MM0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0428.GEOID18 height accuracy estimate available here.
 MM0428
 MM0428.Click photographs - Photos may exist for this station.
 MM0428
 MM0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0428
 MM0428. The following values were computed from the NAD 83(1995) position.
 MM0428
 MM0428;                    North         East     Units Scale Factor Converg.
 MM0428;SPC NE       -   139,358.451   436,206.894   MT  0.99968528   -0 30 11.8
 MM0428;SPC NE       -   457,211.85  1,431,122.12   sFT  0.99968528   -0 30 11.8
 MM0428;UTM  14      - 4,549,795.026   352,216.179   MT  0.99986880   -1 09 23.4
 MM0428
 MM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5221649795(NAD 83)
 MM0428
 MM0428                          SUPERSEDED SURVEY CONTROL
 MM0428
 MM0428  NAD 83(1986)-  41 05 09.59126(N)    100 45 34.05509(W) AD(       ) 3
 MM0428  NAD 27      -  41 05 09.59071(N)    100 45 32.53780(W) AD(       ) 3
 MM0428
 MM0428.Superseded values are not recommended for survey control.
 MM0428
 MM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0428.See file dsdata.pdf to determine how the superseded data were derived.
 MM0428
 MM0428_MARKER: 53 = ELEVATED TANK
 MM0428
 MM0428  HISTORY     - Date     Condition        Report By
 MM0428  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0428  HISTORY     - 1958     GOOD             CGS
 MM0428  HISTORY     - 20030812 GOOD             USPSQD
 MM0428
 MM0428                          STATION DESCRIPTION
 MM0428
 MM0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0428'THE STATION IS LOCATED AT THE SITE OF THE PLATTE VALLEY PUBLIC
 MM0428'POWER AND IRRIGATION DISTRICT PENNSTOCK STATION ABOUT 2.8 MILES
 MM0428'SOUTH OF NORTH PLATTE.  IT IS AN EIGHT-LEGGED STEEL STRUCTURE
 MM0428'SUPPORTING THE TANK PROPER, HAS A FLAT ROOF WITH A FINIAL
 MM0428'AT THE CENTER AND HAS AN OVER-ALL HEIGHT OF 185.0 FEET.
 MM0428'
 MM0428'THE POINT OBSERVED UPON WAS THE FINIAL AT THE TOP AND CENTER
 MM0428'OF THE ROOF.
 MM0428'
 MM0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30
 MM0428'AND U.S. HIGHWAY NO. 83 IN THE SOUTHWEST PART OF NORTH PLATTE,
 MM0428'GO SOUTH AND EAST ON U.S. HIGHWAY NO. 83 FOR 3.6 MILES TO THE
 MM0428'PENNSTOCK STATION ON THE RIGHT AND THE STATION AS DESCRIBED.
 MM0428
 MM0428                          STATION RECOVERY (1958)
 MM0428
 MM0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0428'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 MM0428'DESCRIPTION IS ADEQUATE AND COMPLETE.
 MM0428
 MM0428                          STATION RECOVERY (2003)
 MM0428
 MM0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0428'STATION FOUND GOOD.  THE 1951 DESCRIPTION IS ADEQUATE, HOWEVER, THE
 MM0428'ROAD 3.6 MILES SOUTH OF HIGHWAY 30 IS STATE FARM ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0402 ***********************************************************************
 MM0402  DESIGNATION -  NORTH PLATTE RAD RNG CEN MAST
 MM0402  PID         -  MM0402
 MM0402  STATE/COUNTY-  NE/LINCOLN
 MM0402  COUNTRY     -  US
 MM0402  USGS QUAD   -  MAXWELL SW (2017)
 MM0402
 MM0402                         *CURRENT SURVEY CONTROL
 MM0402  ______________________________________________________________________
 MM0402* NAD 83(1995) POSITION- 41 05 19.54919(N) 100 41 51.90130(W)   ADJUSTED
 MM0402  ______________________________________________________________________
 MM0402  GEOID HEIGHT    -        -22.359 (meters)                     GEOID18
 MM0402  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 MM0402  HORZ ORDER      -  THIRD
 MM0402
 MM0402.The horizontal coordinates were established by classical geodetic methods
 MM0402.and adjusted by the National Geodetic Survey in August 1997.
 MM0402
 MM0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0402.GEOID18 height accuracy estimate available here.
 MM0402
 MM0402.Click photographs - Photos may exist for this station.
 MM0402
 MM0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0402
 MM0402. The following values were computed from the NAD 83(1995) position.
 MM0402
 MM0402;                    North         East     Units Scale Factor Converg.
 MM0402;SPC NE       -   139,621.989   441,392.580   MT  0.99968493   -0 27 44.6
 MM0402;SPC NE       -   458,076.48  1,448,135.49   sFT  0.99968493   -0 27 44.6
 MM0402;UTM  14      - 4,549,999.446   357,405.438   MT  0.99985025   -1 06 57.6
 MM0402
 MM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5740549999(NAD 83)
 MM0402
 MM0402                          SUPERSEDED SURVEY CONTROL
 MM0402
 MM0402  NAD 83(1986)-  41 05 19.55358(N)    100 41 51.90791(W) AD(       ) 3
 MM0402  NAD 27      -  41 05 19.55683(N)    100 41 50.40281(W) AD(       ) 3
 MM0402
 MM0402.Superseded values are not recommended for survey control.
 MM0402
 MM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0402.See file dsdata.pdf to determine how the superseded data were derived.
 MM0402
 MM0402_MARKER: 27 = RADIO RANGE MAST
 MM0402
 MM0402  HISTORY     - Date     Condition        Report By
 MM0402  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0402  HISTORY     - 1961     GOOD             CGS
 MM0402  HISTORY     - 1963     GOOD             CGS
 MM0402  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MM0402  HISTORY     - 1967     GOOD             NEDR
 MM0402  HISTORY     - 20030812 MARK NOT FOUND   USPSQD
 MM0402
 MM0402                          STATION DESCRIPTION
 MM0402
 MM0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0402'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF NORTH
 MM0402'PLATTE.  IT IS A SELF SUPPORTING STEEL STRUCTURE PAINTED
 MM0402'ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 134.0
 MM0402'FEET.  IT IS THE CENTER ONE OF FIVE MAST OF THE SAME HEIGHT
 MM0402'AND IS IN THE EXACT CENTER OF A SQUARE FORMED BY THE OTHER
 MM0402'FOUR MAST, 34.0 FEET SOUTH OF A BRICK CONTROL SHACK AND
 MM0402'SURROUNDED BY A LOW FENCE.
 MM0402'
 MM0402'THE POINT OBSEVED UPON WAS THE TOP AND CENTER OF THE MAST.
 MM0402'
 MM0402'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE LINCOLN
 MM0402'COUNTY COURTHOUSE SQUARE IN NORTH PLATTE, GO NORTH AND EAST ON
 MM0402'U.S. HIGHWAY NO. 83 FOR 5.8 MILES TO WHERE U.S. HIGHWAY NO. 83
 MM0402'TURNS RIGHT, CONTINUE STRAIGHT AHEAD EAST ON A GRAVELED ROAD FOR
 MM0402'1.0 MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO THE RADIO
 MM0402'RANGE STATION AND THE STATION AS DESCRIBED.
 MM0402
 MM0402                          STATION RECOVERY (1961)
 MM0402
 MM0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 MM0402'THE STATION IS LOCATED ABOUT 3.4 MILES SOUTH AND 3.5 MILES
 MM0402'EAST OF THE COURT HOUSE IN NORTH PLATTE IN THE NORTHEAST
 MM0402'CORNER OF THE NE 1/4 OF SECTION 24, T13N, R30W.
 MM0402'
 MM0402'TO REACH THE STATION FROM THE COURT HOUSE, PROCEED SOUTH ON
 MM0402'HIGHWAY NO. 83 ACROSS THE SOUTH PLATTE RIVER FOR 3.4 MILES TO
 MM0402'AN INTERSECTION WITH A COUNTY ROAD, TURN LEFT (EAST) AND FOLLOW
 MM0402'COUNTY ROAD FOR 3.7 MILES TO TOWER ON THE RIGHT.
 MM0402'
 MM0402'THE LIGHT ON TOP OF THE CENTER MAST WAS USED FOR THE SIGHT.
 MM0402'
 MM0402'PROBABLY LOCATED IN 1951 AS NORTH PLATTE RADIO RANGE CENTER MAST.
 MM0402
 MM0402                          STATION RECOVERY (1963)
 MM0402
 MM0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0402'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0402'THE 4 OUTSIDE TOWERS MAY BE REMOVED FROM THIS SITE, WHICH NOW
 MM0402'FUNCTIONS AS A HOMER FACILITY FOR THE NORTH PLATTE MUNICIPAL
 MM0402'AIRPORT.
 MM0402
 MM0402                          STATION RECOVERY (1967)
 MM0402
 MM0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 MM0402'THE FOUR CORNER MAST HAVE BEEN DISMANTLED, HOWEVER, THE CENTER
 MM0402'MAST REMAINS IN TACT.
 MM0402'
 MM0402'THE FACILITY IS NOW KNOWN AS RBN LBF.
 MM0402'
 MM0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5
 MM0402'MILES SOUTHEAST OF NORTH PLATTE.
 MM0402
 MM0402                          STATION RECOVERY (1967)
 MM0402
 MM0402'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0402'THE STATION WAS FOUND AS DESCRIBED.  FOLLOWING IS A NEW AND
 MM0402'COMPLETE DESCRIPTION--
 MM0402'
 MM0402'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF NORTH
 MM0402'PLATTE.  IT IS A SELF SUPPORTING STEEL STRUCTURE, PAINTED
 MM0402'ALTERNATELY RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 134.0
 MM0402'FT.  IT IS THE ONLY MAST REMAINING OF THE ORIGINAL 5 AND IS
 MM0402'IN THE CENTER OF THE FOUR CONCRETE BASES UPON WHICH THE OTHER
 MM0402'STRUCTURES WERE ERECTED.  IT IS BELIEVED TO BE THE SAME SIGHT
 MM0402'AS DESCRIBED IN 1951.  IT IS 34.0 FT. SOUTH OF A BRICK CONTROL
 MM0402'SHACK SURROUNDED BY A FENCE.
 MM0402'
 MM0402'TO REACH STATION FROM NORTHWEST CORNER OF LINCOLN COUNTY COURT
 MM0402'HOUSE, GO SOUTH ON HIGHWAY 83 FOR 3.35 MILES TO A COUNTY ROAD
 MM0402'INTERSECTION, TURN LEFT (EAST) AND GO 3.60 MILES TO STATION
 MM0402'ON RIGHT.
 MM0402
 MM0402                          STATION RECOVERY (2003)
 MM0402
 MM0402'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0402'STATION NOT FOUND. SITE LOCATED. RADIO MASTS AND CONCRETE BASES NO
 MM0402'LONGER EXIST. SITE IS NOW IN THE MIDDLE OF A CORN FIELD, ON PROPERTY
 MM0402'OF LONG-TIME NORTH PLATTE RESIDENT, BERNIE PEEPER. ACCORDING TO MR.
 MM0402'PEEPER ALL OF THE MASTS AND CONCRETE ARE NO LONGER THERE. THE COUNTY
 MM0402'ROAD REFERENCED IN THE 1967 DESCRIPTION 3.35 SOUTH OF THE COURT HOUSE
 MM0402'IS STATE FARM ROAD. THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0418 ***********************************************************************
 MM0418  DESIGNATION -  NORTH PLATTE RAD STA KODY MAST
 MM0418  PID         -  MM0418
 MM0418  STATE/COUNTY-  NE/LINCOLN
 MM0418  COUNTRY     -  US
 MM0418  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0418
 MM0418                         *CURRENT SURVEY CONTROL
 MM0418  ______________________________________________________________________
 MM0418* NAD 83(1995) POSITION- 41 08 55.60201(N) 100 46 42.40242(W)   ADJUSTED
 MM0418  ______________________________________________________________________
 MM0418  GEOID HEIGHT    -        -22.141 (meters)                     GEOID18
 MM0418  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 MM0418  HORZ ORDER      -  THIRD
 MM0418
 MM0418.The horizontal coordinates were established by classical geodetic methods
 MM0418.and adjusted by the National Geodetic Survey in August 1997.
 MM0418
 MM0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0418.GEOID18 height accuracy estimate available here.
 MM0418
 MM0418.Click photographs - Photos may exist for this station.
 MM0418
 MM0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0418
 MM0418. The following values were computed from the NAD 83(1995) position.
 MM0418
 MM0418;                    North         East     Units Scale Factor Converg.
 MM0418;SPC NE       -   146,342.460   434,674.801   MT  0.99967790   -0 30 57.1
 MM0418;SPC NE       -   480,125.22  1,426,095.58   sFT  0.99967790   -0 30 57.1
 MM0418;UTM  14      - 4,556,797.396   350,763.615   MT  0.99987411   -1 10 13.7
 MM0418
 MM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5076356797(NAD 83)
 MM0418
 MM0418                          SUPERSEDED SURVEY CONTROL
 MM0418
 MM0418  NAD 83(1986)-  41 08 55.60640(N)    100 46 42.40945(W) AD(       ) 3
 MM0418  NAD 27      -  41 08 55.61314(N)    100 46 40.88573(W) AD(       ) 3
 MM0418
 MM0418.Superseded values are not recommended for survey control.
 MM0418
 MM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0418.See file dsdata.pdf to determine how the superseded data were derived.
 MM0418
 MM0418_MARKER: 42 = RADIO/TV MAST
 MM0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0418+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 MM0418
 MM0418  HISTORY     - Date     Condition        Report By
 MM0418  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0418  HISTORY     - 1958     GOOD             CGS
 MM0418  HISTORY     - 1967     MARK NOT FOUND   NEDR
 MM0418  HISTORY     - 20010418 GOOD             USPSQD
 MM0418
 MM0418                          STATION DESCRIPTION
 MM0418
 MM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0418'THE STATION IS LOCATED JUST NORTH OF U.S. HIGHWAY NO. 30
 MM0418'IN THE NORTHWEST CORNER OF NORTH PLATTE.  IT IS A SELF SUPPORTING
 MM0418'FOUR-LEGGED STEEL STRUCTURE, IS PAINTED ALTERNATELY RED AND
 MM0418'WHITE WITH A RED FLASHING LIGHT AT THE TOP OF THE MAST AND HAS
 MM0418'AN OVERALL HEIGHT OF 190.0 FEET.
 MM0418'
 MM0418'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE TOP
 MM0418'OF THE MAST.
 MM0418
 MM0418                          STATION RECOVERY (1958)
 MM0418
 MM0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0418'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 MM0418'DESCRIPTION IS ADEQUATE AND COMPLETE.
 MM0418
 MM0418                          STATION RECOVERY (1967)
 MM0418
 MM0418'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0418'STATION NORTH PLATTE RADIO STATION K.O.D.Y. COULD NOT BE FOUND.
 MM0418'PROBABLY TOWER WAS CHANGED TO A NEW LOCATION.
 MM0418
 MM0418                          STATION RECOVERY (2001)
 MM0418
 MM0418'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 MM0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0403 ***********************************************************************
 MM0403  DESIGNATION -  NORTH PLATTE TV STA KNOP MAST
 MM0403  PID         -  MM0403
 MM0403  STATE/COUNTY-  NE/LINCOLN
 MM0403  COUNTRY     -  US
 MM0403  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0403
 MM0403                         *CURRENT SURVEY CONTROL
 MM0403  ______________________________________________________________________
 MM0403* NAD 83(1995) POSITION- 41 12 17.22940(N) 100 44 04.52212(W)   ADJUSTED
 MM0403  ______________________________________________________________________
 MM0403  GEOID HEIGHT    -        -22.077 (meters)                     GEOID18
 MM0403  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 MM0403  HORZ ORDER      -  THIRD
 MM0403
 MM0403.The horizontal coordinates were established by classical geodetic methods
 MM0403.and adjusted by the National Geodetic Survey in August 1997.
 MM0403
 MM0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0403.GEOID18 height accuracy estimate available here.
 MM0403
 MM0403.Click photographs - Photos may exist for this station.
 MM0403
 MM0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0403
 MM0403. The following values were computed from the NAD 83(1995) position.
 MM0403
 MM0403;                    North         East     Units Scale Factor Converg.
 MM0403;SPC NE       -   152,528.067   438,407.798   MT  0.99967232   -0 29 12.5
 MM0403;SPC NE       -   500,419.17  1,438,342.92   sFT  0.99967232   -0 29 12.5
 MM0403;UTM  14      - 4,562,941.083   354,567.845   MT  0.99986031   -1 08 34.3
 MM0403
 MM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5456762941(NAD 83)
 MM0403
 MM0403                          SUPERSEDED SURVEY CONTROL
 MM0403
 MM0403  NAD 83(1986)-  41 12 17.23376(N)    100 44 04.52957(W) AD(       ) 3
 MM0403  NAD 27      -  41 12 17.24100(N)    100 44 03.00630(W) AD(       ) 3
 MM0403
 MM0403.Superseded values are not recommended for survey control.
 MM0403
 MM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0403.See file dsdata.pdf to determine how the superseded data were derived.
 MM0403
 MM0403_MARKER: 42 = RADIO/TV MAST
 MM0403
 MM0403  HISTORY     - Date     Condition        Report By
 MM0403  HISTORY     - 1961     FIRST OBSERVED   CGS
 MM0403  HISTORY     - 20030812 GOOD             USPSQD
 MM0403
 MM0403                          STATION DESCRIPTION
 MM0403
 MM0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WEW)
 MM0403'THE STATION IS LOCATED ABOUT 1.5 MILE EAST AND 4.7 MILES NORTH
 MM0403'OF THE COURT HOUSE IN NORTH PLATTE IN THE NORTHEAST CORNER OF
 MM0403'THE NE 1/4 OF SECTION 10, T14N R30W.
 MM0403'
 MM0403'TO REACH THE STATION FROM THE COURT HOUSE, PROCEED NORTH ON
 MM0403'HIGHWAY 83 ACROSS THE NORTH PLATTE RIVER FOR ABOUT 4.2 MILES TO
 MM0403'A Y INTERCHANGE.  (HIGHWAY NO. 97 ANGLES NORTHWEST).  CONTINUE
 MM0403'ON HIGHWAY NO. 83 NORTHEAST FOR APPROXIMATELY ONE MILE TO KNOP
 MM0403'DRIVEWAY ON THE RIGHT, TURN RIGHT (SOUTHEAST) AND FOLLOW DRIVEWAY
 MM0403'FOR ABOUT 800 FEET TO THE TOWER.  THE TOWER IS ABOUT 500 FEET
 MM0403'FROM THE CENTERLINE OF THE HIGHWAY.
 MM0403'
 MM0403'THE LIGHT ON TOP AT THE CENTER OF THE MAST WAS USED FOR THE
 MM0403'SIGHT.
 MM0403
 MM0403                          STATION RECOVERY (2003)
 MM0403
 MM0403'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0403'STATION FOUND GOOD.  THE 1961 DESCRIPTION IS SUFFICIENT.  THE TOWER IS
 MM0403'ALTERNATING RED AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0411 ***********************************************************************
 MM0411  DESIGNATION -  NORTH RM 2
 MM0411  PID         -  MM0411
 MM0411  STATE/COUNTY-  NE/LINCOLN
 MM0411  COUNTRY     -  US
 MM0411  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0411
 MM0411                         *CURRENT SURVEY CONTROL
 MM0411  ______________________________________________________________________
 MM0411* NAD 83(1995) POSITION- 41 11 28.42725(N) 100 44 13.10036(W)   NO CHECK
 MM0411* NAVD 88 ORTHO HEIGHT -   916.7   (meters)     3008.    (feet) VERTCON
 MM0411  ______________________________________________________________________
 MM0411  GEOID HEIGHT    -        -22.096 (meters)                     GEOID18
 MM0411  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 MM0411  HORZ ORDER      -  THIRD
 MM0411
 MM0411.The horizontal coordinates were established by classical geodetic methods
 MM0411.and adjusted by the National Geodetic Survey in August 1997.
 MM0411
 MM0411.No horizontal observational check was made to the station.
 MM0411
 MM0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0411
 MM0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0411.GEOID18 height accuracy estimate available here.
 MM0411
 MM0411.Click photographs - Photos may exist for this station.
 MM0411
 MM0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0411
 MM0411. The following values were computed from the NAD 83(1995) position.
 MM0411
 MM0411;                    North         East     Units Scale Factor Converg.
 MM0411;SPC NE       -   151,024.799   438,195.182   MT  0.99967359   -0 29 18.2
 MM0411;SPC NE       -   495,487.19  1,437,645.36   sFT  0.99967359   -0 29 18.2
 MM0411;UTM  14      - 4,561,440.066   354,337.992   MT  0.99986113   -1 08 38.9
 MM0411
 MM0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0411!SPC NE       -   0.99985969  x   0.99967359  =   0.99953332
 MM0411!UTM  14      -   0.99985969  x   0.99986113  =   0.99972084
 MM0411
 MM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5433761440(NAD 83)
 MM0411
 MM0411                          SUPERSEDED SURVEY CONTROL
 MM0411
 MM0411  NAD 83(1986)-  41 11 28.43237(N)    100 44 13.10804(W) AD(       ) 3
 MM0411  NAD 27      -  41 11 28.44141(N)    100 44 11.58485(W) AD(       ) 3
 MM0411  NGVD 29 (07/19/86)  916.4    (m)         3007.     (f) VERT ANG       
 MM0411
 MM0411.Superseded values are not recommended for survey control.
 MM0411
 MM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0411.See file dsdata.pdf to determine how the superseded data were derived.
 MM0411
 MM0411_MARKER: DR = REFERENCE MARK DISK
 MM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0411_STAMPING: USGS NORTH NO 2 1933
 MM0411_MARK LOGO: CGS
 MM0411_PROJECTION: PROJECTING 30 CENTIMETERS
 MM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0411+STABILITY: SURFACE MOTION
 MM0411
 MM0411  HISTORY     - Date     Condition        Report By
 MM0411  HISTORY     - 1933     MONUMENTED       CGS
 MM0411
 MM0411                          STATION DESCRIPTION
 MM0411
 MM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0411'THE MARK IS LOCATED ABOUT 20.4 MI (32.8 KM) EAST OF SUTHERLAND, 14.0
 MM0411'MI (22.5 KM) EAST OF HERSHEY AND 13.5 MI (21.7 KM) NORTHWEST OF
 MM0411'MAXWELL.
 MM0411'
 MM0411'TO REACH FROM THE NORTH JUNCTION OF U.S. HIGHWAYS 30 AND 83, IN NORTH
 MM0411'PLATTE, GO NORTH ON HIGHWAY 83 FOR 1.15 MI (1.85 KM) TO A CROSS
 MM0411'STREET.  TURN RIGHT AND GO EAST FOR 0.7 MI (1.1 KM) TO A SIDEROAD ON
 MM0411'THE LEFT.  TURN LEFT AND GO NORTH FOR 2.0 MI (3.2 KM) TO A SIDE ROAD
 MM0411'ON THE LEFT AND REFERENCE MARK 3, 0.2 MI (0.3 KM) WEST ALONG THIS
 MM0411'ROAD.  CONTINUE NORTH FOR 0.1 MI (0.2 KM) TO A DRIVEWAY AND A HOUSE ON
 MM0411'THE RIGHT.  TURN RIGHT AND GO EAST, PASSING MR. PHIFERS HOUSE, FOR
 MM0411'0.15 MI (0.24 KM) TO A GATE ON THE LEFT.  TURN LEFT, THEN RIGHT,
 MM0411'PASSING THROUGH THE GATE AND GO EAST-SOUTHEAST ON A DIM TRACK ROAD FOR
 MM0411'0.2 MI (0.3 KM) TO THE CREST OF THE RIDGE AND THE MARK.
 MM0411'
 MM0411'IT IS SET IN THE TOP OF A 12-INCH (30 CM) SQUARE CONCRETE POST THAT
 MM0411'PROJECTS 12 INCHES (30 CM)  IT IS 23.5 FT (7.2 M) EAST OF A WITNESS
 MM0411'POST, 1.0 FT (0.3 M) NORTH OF THE FENCE AND IS ABOUT THE SAME
 MM0411'ELEVATION AS STATION NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0412 ***********************************************************************
 MM0412  DESIGNATION -  NORTH RM 3 AZIMUTH
 MM0412  PID         -  MM0412
 MM0412  STATE/COUNTY-  NE/LINCOLN
 MM0412  COUNTRY     -  US
 MM0412  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0412
 MM0412                         *CURRENT SURVEY CONTROL
 MM0412  ______________________________________________________________________
 MM0412* NAD 83(1995) POSITION- 41 11 28.62918(N) 100 44 50.20434(W)   NO CHECK
 MM0412* NAVD 88 ORTHO HEIGHT -   885.8   (meters)     2906.    (feet) VERTCON
 MM0412  ______________________________________________________________________
 MM0412  GEOID HEIGHT    -        -22.091 (meters)                     GEOID18
 MM0412  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 MM0412  HORZ ORDER      -  THIRD
 MM0412
 MM0412.The horizontal coordinates were established by classical geodetic methods
 MM0412.and adjusted by the National Geodetic Survey in August 1997.
 MM0412
 MM0412.No horizontal observational check was made to the station.
 MM0412
 MM0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0412
 MM0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0412.GEOID18 height accuracy estimate available here.
 MM0412
 MM0412.Click photographs - Photos may exist for this station.
 MM0412
 MM0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0412
 MM0412. The following values were computed from the NAD 83(1995) position.
 MM0412
 MM0412;                    North         East     Units Scale Factor Converg.
 MM0412;SPC NE       -   151,038.445   437,330.909   MT  0.99967358   -0 29 42.8
 MM0412;SPC NE       -   495,531.96  1,434,809.82   sFT  0.99967358   -0 29 42.8
 MM0412;UTM  14      - 4,561,463.606   353,473.768   MT  0.99986424   -1 09 03.3
 MM0412
 MM0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0412!SPC NE       -   0.99986453  x   0.99967358  =   0.99953816
 MM0412!UTM  14      -   0.99986453  x   0.99986424  =   0.99972879
 MM0412
 MM0412:                Primary Azimuth Mark                     Grid Az
 MM0412:SPC NE       -  NORTH                                    090 32 36.4
 MM0412:UTM  14      -  NORTH                                    091 11 56.9
 MM0412
 MM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5347361463(NAD 83)
 MM0412
 MM0412|---------------------------------------------------------------------|
 MM0412| PID    Reference Object                     Distance      Geod. Az  |
 MM0412|                                                           dddmmss.s |
 MM0412| MM0408 NORTH                               APPROX. 0.9 KM 0900253.6 |
 MM0412| MM0411 NORTH RM 2                          APPROX. 0.9 KM 0902433.8 |
 MM0412| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.11.7 KM 1850005.9 |
 MM0412|---------------------------------------------------------------------|
 MM0412
 MM0412                          SUPERSEDED SURVEY CONTROL
 MM0412
 MM0412  NAD 83(1986)-  41 11 28.63426(N)    100 44 50.21204(W) AD(       ) 3
 MM0412  NAD 27      -  41 11 28.64340(N)    100 44 48.68755(W) AD(       ) 3
 MM0412  NGVD 29 (07/19/86)  885.5    (m)         2905.     (f) VERT ANG       
 MM0412
 MM0412.Superseded values are not recommended for survey control.
 MM0412
 MM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0412.See file dsdata.pdf to determine how the superseded data were derived.
 MM0412
 MM0412_MARKER: DR = REFERENCE MARK DISK
 MM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0412_STAMPING: USGS NORTH NO 3 1933
 MM0412_MARK LOGO: CGS
 MM0412_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0412+STABILITY: SURFACE MOTION
 MM0412
 MM0412  HISTORY     - Date     Condition        Report By
 MM0412  HISTORY     - 1933     MONUMENTED       CGS
 MM0412
 MM0412                          STATION DESCRIPTION
 MM0412
 MM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0412'THE MARK IS LOCATED ABOUT 19.9 MI (32.0 KM) EAST OF SUTHERLAND, 14.0
 MM0412'MI (22.5 KM) NORTHWEST OF MAXWELL AND 13.5 MI (21.7 KM) EAST OF
 MM0412'HERSHEY.
 MM0412'
 MM0412'IT IS SET IN THE TOP OF A 12-INCH (30 CM) SQUARE CONCRETE POST THAT
 MM0412'PROJECTS 2 INCHES (5 CM)  IT IS 33.0 FT (10.1 M) NORTH OF THE
 MM0412'CENTERLINE OF THE ROAD, 1.5 FT (0.5 M) EAST OF A WITNESS POST, IN AN
 MM0412'EAST-WEST FENCELINE AND IS ABOUT 6 FT (1.8 M) HIGHER THAN THE ROAD AT
 MM0412'THE EDGE OF A CUTBANK AT THE CREST OF A HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9082 ***********************************************************************
 DG9082  DESIGNATION -  NORTHBEND RESET
 DG9082  PID         -  DG9082
 DG9082  STATE/COUNTY-  NE/DODGE
 DG9082  COUNTRY     -  US
 DG9082  USGS QUAD   -  NORTH BEND (2017)
 DG9082
 DG9082                         *CURRENT SURVEY CONTROL
 DG9082  ______________________________________________________________________
 DG9082* NAD 83(1986) POSITION- 41 27 36.07   (N) 096 46 49.09   (W)   HD_HELD1
 DG9082* NAVD 88 ORTHO HEIGHT -   387.97  (meters)     1272.9   (feet) RESET
 DG9082  ______________________________________________________________________
 DG9082  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 DG9082  VERT ORDER      -  THIRD
 DG9082
 DG9082.The horizontal coordinates were determined by differentially corrected
 DG9082.hand held GPS observations or other comparable positioning techniques
 DG9082.and have an estimated accuracy of +/- 3 meters.
 DG9082
 DG9082.The orthometric height was computed from unverified reset data.
 DG9082
 DG9082.No vertical observational check was made to the station.
 DG9082
 DG9082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9082.GEOID18 height accuracy estimate available here.
 DG9082
 DG9082.Click photographs - Photos may exist for this station.
 DG9082
 DG9082;                    North         East    Units  Estimated Accuracy
 DG9082;SPC NE       -   185,609.6     768,843.8     MT  (+/- 3 meters HH1 GPS) 
 DG9082
 DG9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8538192203(NAD 83)
 DG9082
 DG9082                          SUPERSEDED SURVEY CONTROL
 DG9082
 DG9082.No superseded survey control is available for this station.
 DG9082
 DG9082_MARKER: DD = SURVEY DISK
 DG9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9082_STAMPING: NORTHBEND RESET 2004
 DG9082_MARK LOGO: NEDR
 DG9082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9082+STABILITY: SURFACE MOTION
 DG9082
 DG9082  HISTORY     - Date     Condition        Report By
 DG9082  HISTORY     - 2004     MONUMENTED       NEDR
 DG9082
 DG9082                          STATION DESCRIPTION
 DG9082
 DG9082'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 DG9082'IN NORTHBEND, APPROXIMATELY 650 FEET (198.1 M) SOUTH OF THE JUNCTION
 DG9082'OF HIGHWAY 79 AND HIGHWAY 30, 77.4 FEET (23.6 M) WEST OF THE
 DG9082'CENTERLINE OF HIGHWAY 79, 18.5 FEET (5.6 M) SOUTH OF THE CENTERLINE OF
 DG9082'A DIRT DRIVE, 22.58 FEET (6.88 M) WEST OF THE SOUTH END OF CULVERT,
 DG9082'1.2 FEET (0.4 M) EAST OF A FIBERGLASS WITNESS POST.  A BRASS CAP SET
 DG9082'IN CONCRETE MONUMENT.  NEAR CENTER SECTION 7 T17N R6E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1897 ***********************************************************************
 MK1897  DESIGNATION -  NORTHWESTERN PUB SERV CO S TWR
 MK1897  PID         -  MK1897
 MK1897  STATE/COUNTY-  NE/BUTLER
 MK1897  COUNTRY     -  US
 MK1897  USGS QUAD   -  COLUMBUS (2017)
 MK1897
 MK1897                         *CURRENT SURVEY CONTROL
 MK1897  ______________________________________________________________________
 MK1897* NAD 83(1995) POSITION- 41 22 59.77103(N) 097 15 21.40084(W)   ADJUSTED
 MK1897  ______________________________________________________________________
 MK1897  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 MK1897  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 MK1897  HORZ ORDER      -  THIRD
 MK1897
 MK1897.The horizontal coordinates were established by classical geodetic methods
 MK1897.and adjusted by the National Geodetic Survey in August 1997.
 MK1897
 MK1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1897.GEOID18 height accuracy estimate available here.
 MK1897
 MK1897.Click photographs - Photos may exist for this station.
 MK1897
 MK1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1897
 MK1897. The following values were computed from the NAD 83(1995) position.
 MK1897
 MK1897;                    North         East     Units Scale Factor Converg.
 MK1897;SPC NE       -   175,723.024   729,412.693   MT  0.99966087   +1 49 06.5
 MK1897;SPC NE       -   576,517.95  2,393,081.48   sFT  0.99966087   +1 49 06.5
 MK1897;UTM  14      - 4,582,772.570   645,827.652   MT  0.99986171   +1 09 11.5
 MK1897
 MK1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4582782772(NAD 83)
 MK1897
 MK1897                          SUPERSEDED SURVEY CONTROL
 MK1897
 MK1897  NAD 83(1986)-  41 22 59.77824(N)    097 15 21.40216(W) AD(       ) 3
 MK1897  NAD 27      -  41 22 59.73800(N)    097 15 20.27200(W) AD(       ) 3
 MK1897
 MK1897.Superseded values are not recommended for survey control.
 MK1897
 MK1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1897.See file dsdata.pdf to determine how the superseded data were derived.
 MK1897
 MK1897_MARKER: 55 = TOWER
 MK1897
 MK1897  HISTORY     - Date     Condition        Report By
 MK1897  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1897
 MK1897                          STATION DESCRIPTION
 MK1897
 MK1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1897'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF THE 100-FOOT
 MK1897'STEEL TRANSMISSION TOWER OF THE NORTHWESTERN PUBLIC SERVICE COMPANY,
 MK1897'ABOUT 6.0 MILES A LITTLE SOUTH OF EAST OF THE CITY OF COLUMBUS,
 MK1897'ON THE SOUTH BANK OF PLATTE RIVER.  THIS STATION IS APPROXIMATELY
 MK1897'0.3 MILE SOUTH OF NORTHWESTERN PUBLIC SERVICE CO., NORTH TOWER,
 MK1897'AND IS JUST ACROSS THE RIVER FROM IT.
 MK1897'
 MK1897'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, COLUMBUS, AND MONROE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1900 ***********************************************************************
 MK1900  DESIGNATION -  NORTHWESTERN PUB SERV CO N TWR
 MK1900  PID         -  MK1900
 MK1900  STATE/COUNTY-  NE/PLATTE
 MK1900  COUNTRY     -  US
 MK1900  USGS QUAD   -  COLUMBUS (2017)
 MK1900
 MK1900                         *CURRENT SURVEY CONTROL
 MK1900  ______________________________________________________________________
 MK1900* NAD 83(1995) POSITION- 41 23 24.91143(N) 097 15 14.85426(W)   ADJUSTED
 MK1900  ______________________________________________________________________
 MK1900  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 MK1900  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 MK1900  HORZ ORDER      -  THIRD
 MK1900
 MK1900.The horizontal coordinates were established by classical geodetic methods
 MK1900.and adjusted by the National Geodetic Survey in August 1997.
 MK1900
 MK1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1900.GEOID18 height accuracy estimate available here.
 MK1900
 MK1900.Click photographs - Photos may exist for this station.
 MK1900
 MK1900.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1900
 MK1900. The following values were computed from the NAD 83(1995) position.
 MK1900
 MK1900;                    North         East     Units Scale Factor Converg.
 MK1900;SPC NE       -   176,502.788   729,540.054   MT  0.99966062   +1 49 10.9
 MK1900;SPC NE       -   579,076.23  2,393,499.33   sFT  0.99966062   +1 49 10.9
 MK1900;UTM  14      - 4,583,550.959   645,964.086   MT  0.99986220   +1 09 16.4
 MK1900
 MK1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4596483550(NAD 83)
 MK1900
 MK1900                          SUPERSEDED SURVEY CONTROL
 MK1900
 MK1900  NAD 83(1986)-  41 23 24.91858(N)    097 15 14.85526(W) AD(       ) 3
 MK1900  NAD 27      -  41 23 24.87900(N)    097 15 13.72600(W) AD(       ) 3
 MK1900
 MK1900.Superseded values are not recommended for survey control.
 MK1900
 MK1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1900.See file dsdata.pdf to determine how the superseded data were derived.
 MK1900
 MK1900_MARKER: 55 = TOWER
 MK1900
 MK1900  HISTORY     - Date     Condition        Report By
 MK1900  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1900
 MK1900                          STATION DESCRIPTION
 MK1900
 MK1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1900'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF THE 100-FOOT STEEL
 MK1900'TRANSMISSION TOWER OF THE NORTHWESTERN PUBLIC SERVICE COMPANY,
 MK1900'ABOUT 6.0 MILES A LITTLE SOUTH OF EAST OF THE CITY OF COLUMBUS,
 MK1900'ON THE NORTH BANK OF PLATTE RIVER.
 MK1900'
 MK1900'TO REACH FROM COLUMBUS (STANDARD OIL STATION AT THIRTEENTH STREET
 MK1900'AND U.S. HIGHWAY 30), GO NORTH ON U.S. HIGHWAY 30 FOR 0.6 MILE,
 MK1900'TURN RIGHT (EAST) AND GO 5.4 MILES, TURN RIGHT (SOUTH) ON A
 MK1900'GRAVELED ROAD AND GO 3.0 MILES TO A WIRE GATE.  PROCEED ABOUT
 MK1900'1/4 MILE SOUTH TO STATION.
 MK1900'
 MK1900'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, COLUMBUS, AND MONROE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0735 ***********************************************************************
 NP0735  DESIGNATION -  NUNN
 NP0735  PID         -  NP0735
 NP0735  STATE/COUNTY-  NE/SIOUX
 NP0735  COUNTRY     -  US
 NP0735  USGS QUAD   -  CHALK BUTTES (2017)
 NP0735
 NP0735                         *CURRENT SURVEY CONTROL
 NP0735  ______________________________________________________________________
 NP0735* NAD 83(1995) POSITION- 42 11 43.98175(N) 103 56 37.69775(W)   ADJUSTED
 NP0735* NAVD 88 ORTHO HEIGHT -  1472.3   (meters)     4830.    (feet) VERTCON
 NP0735  ______________________________________________________________________
 NP0735  GEOID HEIGHT    -        -17.655 (meters)                     GEOID18
 NP0735  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 NP0735  HORZ ORDER      -  THIRD
 NP0735
 NP0735.The horizontal coordinates were established by classical geodetic methods
 NP0735.and adjusted by the National Geodetic Survey in August 1997.
 NP0735
 NP0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0735
 NP0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0735.GEOID18 height accuracy estimate available here.
 NP0735
 NP0735.Click photographs - Photos may exist for this station.
 NP0735
 NP0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0735
 NP0735. The following values were computed from the NAD 83(1995) position.
 NP0735
 NP0735;                    North         East     Units Scale Factor Converg.
 NP0735;SPC NE       -   269,698.692   174,455.611   MT  0.99973101   -2 36 48.8
 NP0735;SPC NE       -   884,836.46    572,359.78   sFT  0.99973101   -2 36 48.8
 NP0735;UTM  13      - 4,672,028.231   587,203.734   MT  0.99969357   +0 42 34.0
 NP0735
 NP0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0735!SPC NE       -   0.99977191  x   0.99973101  =   0.99950298
 NP0735!UTM  13      -   0.99977191  x   0.99969357  =   0.99946555
 NP0735
 NP0735:                Primary Azimuth Mark                     Grid Az
 NP0735:SPC NE       -  JAMES                                    265 59 13.7
 NP0735:UTM  13      -  JAMES                                    262 39 50.9
 NP0735
 NP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8720372028(NAD 83)
 NP0735
 NP0735|---------------------------------------------------------------------|
 NP0735| PID    Reference Object                     Distance      Geod. Az  |
 NP0735|                                                           dddmmss.s |
 NP0735| NQ0463 JAMES                               APPROX.14.2 KM 2632224.9 |
 NP0735|---------------------------------------------------------------------|
 NP0735
 NP0735                          SUPERSEDED SURVEY CONTROL
 NP0735
 NP0735  NAD 83(1993)-  42 11 43.98125(N)    103 56 37.69822(W) AD(       ) 3
 NP0735  NAD 83(1986)-  42 11 43.96368(N)    103 56 37.71042(W) AD(       ) 3
 NP0735  NGVD 29 (09/11/89) 1471.5    (m)         4828.     (f) VERT ANG       
 NP0735
 NP0735.Superseded values are not recommended for survey control.
 NP0735
 NP0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0735.See file dsdata.pdf to determine how the superseded data were derived.
 NP0735
 NP0735_MARKER: DD = SURVEY DISK
 NP0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0735_STAMPING: NUNN ET 1963
 NP0735_MARK LOGO: USGS
 NP0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0735+STABILITY: SURFACE MOTION
 NP0735
 NP0735  HISTORY     - Date     Condition        Report By
 NP0735  HISTORY     - 1963     MONUMENTED       USGS
 NP0735
 NP0735                          STATION DESCRIPTION
 NP0735
 NP0735'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NP0735'STATION LOCATED ABOUT 16.5 MI. N. AND 0.5 MI. W. OF MORRIAL, SCOTTS
 NP0735'BLUFF COUNTY, NEBRASKA, IN SIOUX COUNTY, ABOUT 1.5 MI. W-SW. OF
 NP0735'RANCH BUILDINGS, IN SEC. 24, T 26 N, R 57 W, IN SE. 1/4 OF SECTION,
 NP0735'ABOUT 0.25 MI. S. OF WOODEN WINDMILL, ABOUT 300 FT. S. OF E-W. FENCE,
 NP0735'ON HIGHEST HILL OF PROMINENT GROUND IN THIS VICINITY.
 NP0735'
 NP0735'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 NP0735'0.3 FT., STAMPED---NUNN-ET 1963---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0820 ***********************************************************************
 LG0820  DESIGNATION -  NUTTER
 LG0820  PID         -  LG0820
 LG0820  STATE/COUNTY-  NE/JEFFERSON
 LG0820  COUNTRY     -  US
 LG0820  USGS QUAD   -  ENDICOTT (2017)
 LG0820
 LG0820                         *CURRENT SURVEY CONTROL
 LG0820  ______________________________________________________________________
 LG0820* NAD 83(1995) POSITION- 40 00 41.01398(N) 097 07 04.45110(W)   ADJUSTED
 LG0820* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 LG0820  ______________________________________________________________________
 LG0820  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 LG0820  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 LG0820  HORZ ORDER      -  FIRST
 LG0820
 LG0820.The horizontal coordinates were established by classical geodetic methods
 LG0820.and adjusted by the National Geodetic Survey in August 1997.
 LG0820
 LG0820.The orthometric height was scaled from a topographic map.
 LG0820
 LG0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0820.GEOID18 height accuracy estimate available here.
 LG0820
 LG0820.Click photographs - Photos may exist for this station.
 LG0820
 LG0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0820
 LG0820. The following values were computed from the NAD 83(1995) position.
 LG0820
 LG0820;                    North         East     Units Scale Factor Converg.
 LG0820;SPC NE       -    23,872.234   746,025.632   MT  0.99999487   +1 54 35.8
 LG0820;SPC NE       -    78,320.82  2,447,585.76   sFT  0.99999487   +1 54 35.8
 LG0820;UTM  14      - 4,430,718.315   660,633.593   MT  0.99991766   +1 12 37.2
 LG0820
 LG0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0820!SPC NE       -   0.99992721  x   0.99999487  =   0.99992208
 LG0820!UTM  14      -   0.99992721  x   0.99991766  =   0.99984487
 LG0820
 LG0820:                Primary Azimuth Mark                     Grid Az
 LG0820:SPC NE       -  NUTTER AZ MK                             151 30 59.4
 LG0820:UTM  14      -  NUTTER AZ MK                             152 12 58.0
 LG0820
 LG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6063330718(NAD 83)
 LG0820
 LG0820|---------------------------------------------------------------------|
 LG0820| PID    Reference Object                     Distance      Geod. Az  |
 LG0820|                                                           dddmmss.s |
 LG0820| LG0818 JANSEN MUNICIPAL TANK               APPROX.19.5 KM 0084517.3 |
 LG0820| CO1948 NUTTER AZ MK                                       1532535.2 |
 LG0820| CO1949 NUTTER RM 1                         316.040 METERS 29105     |
 LG0820| CO1950 NUTTER RM 2                         156.132 METERS 31655     |
 LG0820|---------------------------------------------------------------------|
 LG0820
 LG0820                          SUPERSEDED SURVEY CONTROL
 LG0820
 LG0820  NAD 83(1986)-  40 00 41.01941(N)    097 07 04.44963(W) AD(       ) 1
 LG0820  NAD 27      -  40 00 41.00400(N)    097 07 03.33400(W) AD(       ) 1
 LG0820
 LG0820.Superseded values are not recommended for survey control.
 LG0820
 LG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0820.See file dsdata.pdf to determine how the superseded data were derived.
 LG0820
 LG0820_MARKER: DS = TRIANGULATION STATION DISK
 LG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0820_STAMPING: NUTTER 1935
 LG0820_MARK LOGO: CGS
 LG0820_PROJECTION: RECESSED 30 CENTIMETERS
 LG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0820+STABILITY: SURFACE MOTION
 LG0820
 LG0820  HISTORY     - Date     Condition        Report By
 LG0820  HISTORY     - 1935     MONUMENTED       CGS
 LG0820  HISTORY     - 1947     GOOD             CGS
 LG0820  HISTORY     - 1970     GOOD             NGS
 LG0820
 LG0820                          STATION DESCRIPTION
 LG0820
 LG0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0820'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 32, T. 1 N., R. 3 E.,
 LG0820'ABOUT 5 MILES SOUTH AND 1 MILE WEST OF ENDICOTT, ON A PROMINENT HILL
 LG0820'ABOUT 3/4 MILE NORTH OF THE KANSAS-NEBRASKA STATE LINE, IN CULTIVATED
 LG0820'WHEAT FIELD RENTED BY MR. HERB HACKBARTH WHO LIVES ABOUT 1.75 MILES
 LG0820'SOUTH OF THE STATION.  HIGHEST GROUND IN VICINITY.
 LG0820'
 LG0820'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 3S ABOUT 1 MILE
 LG0820'SOUTHEAST OF FAIRBURY, NEBR., BY GOING SOUTH ON STATE HIGHWAY 15 FOR
 LG0820'10.1 MILES TO WHERE STATE HIGHWAY 15 TURNS RIGHT (SOUTH) CONTINUE EAST
 LG0820'ON DIRT ROAD FOR 2.7 MILES TO HOME OF MR. HACKBARTH ON LEFT, TURN LEFT
 LG0820'(NORTH) ON FARM ROAD FOR 1.6 MILES TO HEAD OF BRUSHY DRAW WHERE ROAD
 LG0820'MAKES U-TURN.  LEAVE MAIN FARM ROAD, CONTINUE NORTHWEST ACROSS COUNTRY
 LG0820'ABOUT 0.2 MILE TO TOP OF HILL AND STATION.  STATION IS 114.4 METERS
 LG0820'SOUTH OF AN EAST-WEST PROPERTY FENCE LINE, ABOUT 12 INCHES BELOW
 LG0820'SURFACE OF GROUND.
 LG0820'
 LG0820'REFERENCE MARK NO. 1 IS 316.040 METERS (COMPUTED) WEST-NORTHWEST OF
 LG0820'STATION, ON EAST-WEST FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE
 LG0820'SURFACE OF GROUND.
 LG0820'
 LG0820'REFERENCE MARK NO. 2 IS 156.132 METERS (COMPUTED) NORTHWEST OF
 LG0820'STATION, 15.3 METERS WEST OF A T-FENCE CORNER, ON EAST-WEST FENCE
 LG0820'LINE, PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF GROUND
 LG0820'
 LG0820'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE DISTANT FROM STATION AND IS 145
 LG0820'DEG IN AZIMUTH FROM MAGNETIC NORTH, 8.0 METERS EAST OF CENTERLINE OF
 LG0820'NORTH-SOUTH ROAD LEADING TO STATION, AND 0.3 METER WEST OF NORTH-SOUTH
 LG0820'WIRE FENCE, PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 LG0820'
 LG0820'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0820
 LG0820                          STATION RECOVERY (1947)
 LG0820
 LG0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0820'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2, WERE
 LG0820'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A COMPLETE
 LG0820'DESCRIPTION.
 LG0820'
 LG0820'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH-SOUTHEAST OF FAIRBURY,
 LG0820'5.0 MILES SOUTH AND 1.0 MILE WEST OF ENDICOTT AND 0.75 MILE NORTH OF
 LG0820'THE KANSAS-NEBRASKA STATE LINE ON THE HIGHEST POINT OF A ROUND TOPPED
 LG0820'CULTIVATED HILL AND ON LAND OWNED BY MR. C.R. RICE OF ODELL.  IT IS
 LG0820'375 FEET SOUTH OF A FENCE POST IN THE EAST-WEST FENCE LINE WITH A
 LG0820'TRIANGLE BLAZE.  IT IS STAMPED NUTTER 1935 AND SET 12 INCHES BELOW THE
 LG0820'GROUND SURFACE.
 LG0820'
 LG0820'REFERENCE MARK NO 1 IS WEST-NORTHWEST OF THE STATION, SET IN THE
 LG0820'EAST-WEST FENCE LINE, 1 FOOT SOUTH OF THE FENCE LINE.  IT IS STAMPED
 LG0820'NUTTER NO 1 1935 AND PROJECTS 8 INCHES.
 LG0820'
 LG0820'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE EAST-WEST
 LG0820'FENCE LINE 40 FEET WEST OF A SMALL ELM TREE AND 1 FOOT SOUTH OF FENCE
 LG0820'LINE.  IT IS STAMPED NUTTER NO 2 1935 AND PROJECTS 8 INCHES.
 LG0820'
 LG0820'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, 0.1
 LG0820'MILE SOUTH OF THE CATTLE GUARD AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 LG0820'LINE.  IT IS STAMPED NUTTER 1935 AND PROJECTS 6 INCHES.
 LG0820'
 LG0820'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 LG0820'FAIRBURY, GO SOUTH 1 BLOCK, THEN LEFT AND FOLLOW STATE HIGHWAY 3-S
 LG0820'EAST AND SOUTH FOR 1.0 MILE TO JUNCTION OF ROUTES 3-S AND 15, BEAR
 LG0820'LEFT AND CONTINUE ON HIGHWAY 3-S SOUTHEASTERLY FOR 5.7 MILES TO CROSS
 LG0820'ROADS IN SOUTH EDGE OF VILLAGE OF ENDICOTT AT WALTS TAVERN ON LEFT,
 LG0820'TURN RIGHT AND FOLLOW MAIN ROAD SOUTH AND WEST FOR 0.85 MILE, THEN
 LG0820'LEFT AND GO SOUTH FOR 4.9 MILES TO PRIVATE ROAD LEADING RIGHT AT MAIL
 LG0820'BOX, TURN RIGHT AND GO WEST ON PRIVATE DRIVEWAY FOR 0.2 MILE, PASS
 LG0820'BETWEEN HOUSE AND BARN TO A WIRE GATE IN FENCE LINE, PASS THROUGH GATE
 LG0820'AND CONTINUE NORTHWESTERLY ON FIELD ROAD FOR 0.3 MILE TO CATTLE GUARD,
 LG0820'(AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF THIS POINT IN FENCE LINE AS
 LG0820'DESCRIBED) CONTINUE IN A NORTHWESTERLY DIRECTION ON FIELD ROAD FOR 0.6
 LG0820'MILE TO WHERE ROAD MAKES A U-TURN TO THE LEFT AROUND HEAD OF BRUSHY
 LG0820'DRAW.  STATION IS ON THE HIGHEST POINT OF HILL ABOUT 0.1 MILE TO THE
 LG0820'NORTH AS DESCRIBED.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION ROSEMAN IS V.G.
 LG0820'
 LG0820'A 4 FOOT SIGNAL AT STATION HOLLENBERG IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION SHARP 1935 IS V.G.
 LG0820'
 LG0820'A 4 FOOT SIGNAL AT STATION GLAD 1935 IS V.G.
 LG0820'
 LG0820'A 4 FOOT SIGNAL AT STATION FAIR IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION TURNER 1935 IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION DILLER IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION TRAIL IS V.G.
 LG0820'
 LG0820'OBSERVATIONS MADE FROM A 4 FOOT WOODEN STAND AND ALL OBJECTS V.G.  IN
 LG0820'BOX SCORE.
 LG0820
 LG0820                          STATION RECOVERY (1970)
 LG0820
 LG0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0820'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0820'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE
 LG0820'FOUND IN GOOD CONDITION.
 LG0820'
 LG0820'A METAL WITNESS POST WAS SET 0.5 FEET SOUTH OF THE AZIMUTH MARK AND
 LG0820'THE MARK IS NOW IN A PASTURE AND THE FENCE MENTIONED IN THE ORIGINAL
 LG0820'NOTES IS GONE.
 LG0820'
 LG0820'TO REACH THE STATION FROM THE CROSSROAD AT ENDICOTT, GO SOUTH ON A
 LG0820'GRAVELED ROAD FOR 0.45 MILE TO A ROAD FORK.  TURN RIGHT AND GO WEST ON
 LG0820'A GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT
 LG0820'AND GO SOUTH ON A GRAVELED ROAD FOR 4.85 MILES TO A GATE ON THE RIGHT.
 LG0820'TURN RIGHT PASSING THROUGH THE GATE AND GO WEST ON A DRIVEWAY FOR 0.2
 LG0820'TO ABANDONED FARM HOUSE AND BUILDINGS AND A GATE JUST SOUTHWEST OF THE
 LG0820'OLD HOUSE.  (THE AZIMUTH MARK IS ABOUT 0.05 MILE WEST-NORTHWEST OF
 LG0820'THIS GATE.) PASS THROUGH THE GATE AND GO NORTHWEST ON A TRACK ROAD
 LG0820'THROUGH PASTURE FOR 0.35 MILE TO A GATE IN AN EAST-WEST FENCE.
 LG0820'
 LG0820'THE STATION IS ABOUT 0.4 MILE NORTH OF THIS GATE IN A CULTIVATED
 LG0820'FIELD.
 LG0820'
 LG0820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9-1/2 MILES
 LG0820'SSE OF FAIRBURY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0314 ***********************************************************************
 NO0314  DESIGNATION -  O 3
 NO0314  PID         -  NO0314
 NO0314  STATE/COUNTY-  NE/CHERRY
 NO0314  COUNTRY     -  US
 NO0314  USGS QUAD   -  MERRIMAN (2017)
 NO0314
 NO0314                         *CURRENT SURVEY CONTROL
 NO0314  ______________________________________________________________________
 NO0314* NAD 83(1986) POSITION- 42 55 15.     (N) 101 41 09.     (W)   SCALED
 NO0314* NAVD 88 ORTHO HEIGHT -   988.821 (meters)     3244.16  (feet) ADJUSTED
 NO0314  ______________________________________________________________________
 NO0314  GEOID HEIGHT    -        -19.351 (meters)                     GEOID18
 NO0314  DYNAMIC HEIGHT  -        988.391 (meters)     3242.75  (feet) COMP
 NO0314  MODELED GRAVITY -    980,150.9   (mgal)                       NAVD 88
 NO0314
 NO0314  VERT ORDER      -  FIRST     CLASS II
 NO0314
 NO0314.The horizontal coordinates were scaled from a map and have
 NO0314.an estimated accuracy of +/- 6 seconds.
 NO0314
 NO0314.The orthometric height was determined by differential leveling and
 NO0314.adjusted by the NATIONAL GEODETIC SURVEY
 NO0314.in July 2002.
 NO0314
 NO0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0314.GEOID18 height accuracy estimate available here.
 NO0314
 NO0314.Click photographs - Photos may exist for this station.
 NO0314
 NO0314.The dynamic height is computed by dividing the NAVD 88
 NO0314.geopotential number by the normal gravity value computed on the
 NO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0314.degrees latitude (g = 980.6199 gals.).
 NO0314
 NO0314.The modeled gravity was interpolated from observed gravity values.
 NO0314
 NO0314;                    North         East    Units  Estimated Accuracy
 NO0314;SPC NE       -   344,170.      362,370.      MT  (+/- 180 meters Scaled)
 NO0314
 NO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN807555(NAD 83)
 NO0314
 NO0314                          SUPERSEDED SURVEY CONTROL
 NO0314
 NO0314  NAVD 88 (06/15/91)  988.810  (m)         3244.12   (f) SUPERSEDED  1 2
 NO0314  NGVD 29 (??/??/92)  988.395  (m)         3242.76   (f) ADJ UNCH    1 2
 NO0314
 NO0314.Superseded values are not recommended for survey control.
 NO0314
 NO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0314.See file dsdata.pdf to determine how the superseded data were derived.
 NO0314
 NO0314_MARKER: B = BOLT
 NO0314_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NO0314_SP_SET: CULVERT WINGWALL
 NO0314_MARK LOGO: NONE
 NO0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0314+STABILITY: SURFACE MOTION
 NO0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0314+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0314
 NO0314  HISTORY     - Date     Condition        Report By
 NO0314  HISTORY     - 1901     MONUMENTED       CGS
 NO0314  HISTORY     - 1957     GOOD             CGS
 NO0314  HISTORY     - 19881001 MARK NOT FOUND   USGS
 NO0314  HISTORY     - 19991006 GOOD             NGS
 NO0314
 NO0314                          STATION DESCRIPTION
 NO0314
 NO0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0314'0.8 MI E FROM MERRIMAN.
 NO0314'ABOUT 0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0314'FROM THE STATION AT MERRIMAN, IN SECTION 17, T. 34 N., R. 37 W.,
 NO0314'IN THE TOP OF THE FIRST STONE DOWN FROM THE TOP OF THE SOUTHEAST
 NO0314'WING WALL OF A 24-INCH PIPE CULVERT, 12.4 FEET SOUTH OF THE
 NO0314'SOUTH RAIL, ABOUT 3 FEET LOWER THAN THE RAIL, A COPPER BOLT.
 NO0314
 NO0314                          STATION RECOVERY (1988)
 NO0314
 NO0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0314'MARK NOT FOUND.
 NO0314
 NO0314                          STATION RECOVERY (1999)
 NO0314
 NO0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0314'1.4 KM (0.85 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0314'IN MERRIMAN, IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST
 NO0314'END OF THE FIRST STONE TERRACE FROM THE TOP OF THE SOUTHEAST WINGWALL
 NO0314'OF A CULVERT UNDER THE NEBKOTA RAILROAD, 40.2 M (131.9 FT) NORTH OF
 NO0314'THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT) SOUTH OF THE NEAR RAIL, 1.0 M
 NO0314'(3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF THE
 NO0314'SOUTH FACE OF THE HEADWALL, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 NO0314'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE NEBKOTA RAILROAD,
 NO0314'CONTACT--GEORGE LAPRAY, 111 NORTH MAIN STREET, CHADRON, NE 69337,
 NO0314'TELEPHONE NUMBER (308) 432-2487.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0272 ***********************************************************************
 NP0272  DESIGNATION -  O 4
 NP0272  PID         -  NP0272
 NP0272  STATE/COUNTY-  NE/DAWES
 NP0272  COUNTRY     -  US
 NP0272  USGS QUAD   -  CRAWFORD (2017)
 NP0272
 NP0272                         *CURRENT SURVEY CONTROL
 NP0272  ______________________________________________________________________
 NP0272* NAD 83(1986) POSITION- 42 43 21.     (N) 103 25 37.     (W)   SCALED
 NP0272* NAVD 88 ORTHO HEIGHT -  1130.063 (meters)     3707.55  (feet) POSTED
 NP0272  ______________________________________________________________________
 NP0272  GEOID HEIGHT    -        -17.456 (meters)                     GEOID18
 NP0272  DYNAMIC HEIGHT  -       1129.46  (meters)     3705.6   (feet) COMP
 NP0272  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 NP0272
 NP0272  VERT ORDER      -  * POSTED, SEE BELOW
 NP0272
 NP0272.The horizontal coordinates were scaled from a map and have
 NP0272.an estimated accuracy of +/- 6 seconds.
 NP0272
 NP0272.The orthometric height was determined by differential leveling
 NP0272.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0272
 NP0272.* This is a POSTED BENCH MARK height.
 NP0272
 NP0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0272.GEOID18 height accuracy estimate available here.
 NP0272
 NP0272.Click photographs - Photos may exist for this station.
 NP0272
 NP0272.The dynamic height is computed by dividing the NAVD 88
 NP0272.geopotential number by the normal gravity value computed on the
 NP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0272.degrees latitude (g = 980.6199 gals.).
 NP0272
 NP0272.The modeled gravity was interpolated from observed gravity values.
 NP0272
 NP0272;                    North         East    Units  Estimated Accuracy
 NP0272;SPC NE       -   326,360.      219,420.      MT  (+/- 180 meters Scaled)
 NP0272
 NP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH287311(NAD 83)
 NP0272
 NP0272                          SUPERSEDED SURVEY CONTROL
 NP0272
 NP0272  NGVD 29 (??/??/92) 1129.473  (m)         3705.61   (f) ADJ UNCH    1 2
 NP0272
 NP0272.Superseded values are not recommended for survey control.
 NP0272
 NP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0272.See file dsdata.pdf to determine how the superseded data were derived.
 NP0272
 NP0272_MARKER: B = BOLT
 NP0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0272_SP_SET: CULVERT
 NP0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0272
 NP0272  HISTORY     - Date     Condition        Report By
 NP0272  HISTORY     - 1908     MONUMENTED       CGS
 NP0272  HISTORY     - 1957     GOOD             CGS
 NP0272  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0272
 NP0272                          STATION DESCRIPTION
 NP0272
 NP0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0272'2.6 MI NW FROM CRAWFORD.
 NP0272'ABOUT 2.55 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0272'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 28,
 NP0272'T. 32 N., R. 52 W., 18 POLES NORTHWEST OF MILEPOST 425, 9 POLES
 NP0272'NORTHWEST OF A PRIVATE ROAD CROSSING, 7 FEET NORTHEAST OF THE
 NP0272'NORTHEAST RAIL, 2 FEET LOWER THAN THE RAILROAD IN THE CENTER
 NP0272'OF THE TOP OF THE NORTHEAST HEAD WALL OF A CONCRETE CULVERT.
 NP0272
 NP0272                          STATION RECOVERY (1985)
 NP0272
 NP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0272'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0667 ***********************************************************************
 NN0667  DESIGNATION -  O NEILL
 NN0667  PID         -  NN0667
 NN0667  STATE/COUNTY-  NE/HOLT
 NN0667  COUNTRY     -  US
 NN0667  USGS QUAD   -  O'NEILL (2017)
 NN0667
 NN0667                         *CURRENT SURVEY CONTROL
 NN0667  ______________________________________________________________________
 NN0667* NAD 83(1995) POSITION- 42 28 47.68394(N) 098 39 26.82632(W)   ADJUSTED
 NN0667* NAVD 88 ORTHO HEIGHT -   614.51  (+/-2cm)     2016.1   (feet) VERTCON
 NN0667  ______________________________________________________________________
 NN0667  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 NN0667  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 NN0667  HORZ ORDER      -  SECOND
 NN0667  VERT ORDER      -  THIRD ? (See Below)
 NN0667
 NN0667.The horizontal coordinates were established by classical geodetic methods
 NN0667.and adjusted by the National Geodetic Survey in August 1997.
 NN0667
 NN0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0667
 NN0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0667.GEOID18 height accuracy estimate available here.
 NN0667
 NN0667.The vertical order pertains to the NGVD 29 superseded value.
 NN0667
 NN0667.Click photographs - Photos may exist for this station.
 NN0667
 NN0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0667
 NN0667. The following values were computed from the NAD 83(1995) position.
 NN0667
 NN0667;                    North         East     Units Scale Factor Converg.
 NN0667;SPC NE       -   294,708.891   610,365.302   MT  0.99980326   +0 53 22.9
 NN0667;SPC NE       -   966,890.75  2,002,506.83   sFT  0.99980326   +0 53 22.9
 NN0667;UTM  14      - 4,703,119.402   528,154.887   MT  0.99960975   +0 13 52.8
 NN0667
 NN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0667!SPC NE       -   0.99990747  x   0.99980326  =   0.99971074
 NN0667!UTM  14      -   0.99990747  x   0.99960975  =   0.99951725
 NN0667
 NN0667:                Primary Azimuth Mark                     Grid Az
 NN0667:SPC NE       -  O NEILL AZ MK                            263 08 10.6
 NN0667:UTM  14      -  O NEILL AZ MK                            263 47 40.7
 NN0667
 NN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2815403119(NAD 83)
 NN0667
 NN0667|---------------------------------------------------------------------|
 NN0667| PID    Reference Object                     Distance      Geod. Az  |
 NN0667|                                                           dddmmss.s |
 NN0667| CO3372 O NEILL RM 1                         21.483 METERS 10738     |
 NN0667| NN0669 O NEILL MUNICIPAL TANK              APPROX. 2.1 KM 1573119.2 |
 NN0667| NN0672 O NEILL ST PATRICKS CATH CH         APPROX. 2.3 KM 1604811.1 |
 NN0667| NN0665 O NEILL ST MARYS CATH CONVENT       APPROX. 2.3 KM 1623103.5 |
 NN0667| NN0673 O NEILL 2                            34.757 METERS 18827     |
 NN0667| CO3370 O NEILL AZ MK                                      2640133.5 |
 NN0667| CO3373 O NEILL RM 2                         23.275 METERS 34032     |
 NN0667|---------------------------------------------------------------------|
 NN0667
 NN0667                          SUPERSEDED SURVEY CONTROL
 NN0667
 NN0667  NAD 83(1986)-  42 28 47.69003(N)    098 39 26.83232(W) AD(       ) 2
 NN0667  NAD 27      -  42 28 47.67900(N)    098 39 25.52000(W) AD(       ) 2
 NN0667  NGVD 29             614.30   (m)         2015.4    (f) LEVELING    3  
 NN0667
 NN0667.Superseded values are not recommended for survey control.
 NN0667
 NN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0667.See file dsdata.pdf to determine how the superseded data were derived.
 NN0667
 NN0667_MARKER: DS = TRIANGULATION STATION DISK
 NN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0667_STAMPING: ONEILL 1949
 NN0667_MARK LOGO: CGS
 NN0667_PROJECTION: FLUSH
 NN0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0667+STABILITY: SURFACE MOTION
 NN0667
 NN0667  HISTORY     - Date     Condition        Report By
 NN0667  HISTORY     - 1949     MONUMENTED       CGS
 NN0667  HISTORY     - 1964     GOOD             LOCENG
 NN0667  HISTORY     - 1964     GOOD             CGS
 NN0667
 NN0667                          STATION DESCRIPTION
 NN0667
 NN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0667'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHWEST OF THE
 NN0667'CENTER OF ONEILL, 0.1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 NN0667'NO. 20 AND NO. 281, 156 FEET NORTH OF THE CENTER OF A TRACK
 NN0667'ROAD, 64 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 281, AND
 NN0667'32 FEET SOUTH OF A WIRE FENCE.  IT IS SET FLUSH WITH THE GROUND
 NN0667'AND IS STAMPED, ONEILL 1949.
 NN0667'
 NN0667'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION AND IS
 NN0667'1.1 FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED,
 NN0667'ONEILL NO 1 1949.
 NN0667'
 NN0667'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 NN0667'35 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 281, 9.5 FEET
 NN0667'EAST-SOUTHEAST OF A FENCE CORNER, AND 1.0 FOOT SOUTH OF A FENCE.
 NN0667'IT PROJECTS 7 INCHES AND IS STAMPED, ONEILL NO 2 1949.
 NN0667'
 NN0667'AZIMUTH MARK IS 0.3 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 NN0667'NO. 20 AND NO. 281, 30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 NN0667'NO. 20, 2.5 FEET SOUTH OF A POWER LINE POLE, AND 1.6 FEET
 NN0667'NORTHEAST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED,
 NN0667'ONEILL 1949.
 NN0667'
 NN0667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20,
 NN0667'275, AND 281 IN THE CENTER OF THE BUSINESS DISTRICT OF ONEILL,
 NN0667'GO WEST AND NORTH ON U.S. HIGHWAYS NO. 20 AND 281 FOR 2.0
 NN0667'MILES TO JUNCTION OF U.S. HIGHWAYS NO. 20 AND 281, CONTINUE
 NN0667'NORTH ON U.S. HIGHWAY NO. 281 FOR 0.1 MILE TO THE STATION ON
 NN0667'THE RIGHT.
 NN0667'
 NN0667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 NN0667'TO JUNCTION OF U.S. HIGHWAYS NO. 20 AND 281, TURN RIGHT AND GO
 NN0667'WEST ON HIGHWAY 20 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NN0667'
 NN0667'A 74 FOOT SIGNAL AT STATIONS PRAIRIE 2 1940 AND PAGE SW BASE
 NN0667'1900 1906 ARE VISIBLE AT 20 FEET.
 NN0667'
 NN0667'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 37 FEET.
 NN0667'
 NN0667'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 37 FEET.
 NN0667'
 NN0667'AN 87 FOOT SIGNAL AT STATION PETER IS VISIBLE AT 10 FEET.
 NN0667'
 NN0667'A 74 FOOT SIGNAL AT STATIONS MILLS AND PORT ARE VISIBLE AT 10
 NN0667'FEET.
 NN0667'
 NN0667'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 4 FEET.
 NN0667'
 NN0667'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0667
 NN0667                          STATION RECOVERY (1964)
 NN0667
 NN0667'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (HWP)
 NN0667'RECOVERED BY NORTHWESTERN BELL TELE. CO.
 NN0667'
 NN0667'STATION FOUND IN GOOD CONDITION.  THE MARK IS FRONT OF A NEW
 NN0667'HOUSE AND IT MAY BE COVERED BY A NEW DRIVEWAY.
 NN0667'
 NN0667'REFERENCE MARK 2 WAS FOUND WITH THE METAL PLATE.
 NN0667'
 NN0667'HWY 20 NOW TAKES A DIFFERENT ROUTE, THEREFORE THE STATION IS
 NN0667'APPROXIMATELY 1.6 MILES N OF THE INTERSECTION OF HWYS 20 AND
 NN0667'281.  IT IS 58 FEET E OF THE CENTER LINE OF HWY 281.
 NN0667'
 NN0667'THE FENCES IN THE DESCRIPTION HAVE BEEN REMOVED.
 NN0667
 NN0667                          STATION RECOVERY (1964)
 NN0667
 NN0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0667'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0667'FOUND IN GOOD CONDITION, EXCEPT R.M. NO. 2 WHICH HAD BEEN
 NN0667'DESTROYED.  A NEW HOUSE HAS BEEN BUILT AND R.M. NO. 1 IS RIGHT IN
 NN0667'FRONT OF THE HOUSE AND THE STATION WAS IN THE CENTER OF THE
 NN0667'DRIVEWAY, SO A NEW STATION WAS ESTABLISHED AND TWO NEW REFERENCE
 NN0667'MARKS WERE SET.  FOR DETAILS, SEE THE DESCRIPTION FOR ONEILL 2.
 NN0667'
 NN0667'THIS STATION WAS NOT DESTROYED.  BUT IT WILL BE COVERED WITH
 NN0667'A HARD SURFACED DRIVEWAY AND WOULD BE INACESSIBLE FOR GENERAL
 NN0667'USE, SO ONEILL 2 WAS ESTABLISHED.  STATION ONEILL 1949 WHICH
 NN0667'WILL BE COVERED WITH 8 TO 12 INCHES OF DRIVEWAY MATERIAL
 NN0667'IS 95.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF NEW HOUSE,
 NN0667'75.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF NEW HOUSE,
 NN0667'AND 57.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0673 ***********************************************************************
 NN0673  DESIGNATION -  O NEILL 2
 NN0673  PID         -  NN0673
 NN0673  STATE/COUNTY-  NE/HOLT
 NN0673  COUNTRY     -  US
 NN0673  USGS QUAD   -  O'NEILL (2017)
 NN0673
 NN0673                         *CURRENT SURVEY CONTROL
 NN0673  ______________________________________________________________________
 NN0673* NAD 83(1995) POSITION- 42 28 46.56973(N) 098 39 27.04978(W)   NO CHECK
 NN0673* NAVD 88 ORTHO HEIGHT -   614.    (meters)     2014.    (feet) SCALED
 NN0673  ______________________________________________________________________
 NN0673  GEOID HEIGHT    -        -24.438 (meters)                     GEOID18
 NN0673  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 NN0673  HORZ ORDER      -  THIRD
 NN0673
 NN0673.The horizontal coordinates were established by classical geodetic methods
 NN0673.and adjusted by the National Geodetic Survey in August 1997.
 NN0673
 NN0673.No horizontal observational check was made to the station.
 NN0673
 NN0673.The orthometric height was scaled from a topographic map.
 NN0673
 NN0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0673.GEOID18 height accuracy estimate available here.
 NN0673
 NN0673.Click photographs - Photos may exist for this station.
 NN0673
 NN0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0673
 NN0673. The following values were computed from the NAD 83(1995) position.
 NN0673
 NN0673;                    North         East     Units Scale Factor Converg.
 NN0673;SPC NE       -   294,674.443   610,360.734   MT  0.99980317   +0 53 22.8
 NN0673;SPC NE       -   966,777.74  2,002,491.84   sFT  0.99980317   +0 53 22.8
 NN0673;UTM  14      - 4,703,085.015   528,149.924   MT  0.99960975   +0 13 52.7
 NN0673
 NN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0673!SPC NE       -   0.99990751  x   0.99980317  =   0.99971070
 NN0673!UTM  14      -   0.99990751  x   0.99960975  =   0.99951730
 NN0673
 NN0673:                Primary Azimuth Mark                     Grid Az
 NN0673:SPC NE       -  O NEILL AZ MK RESET                      266 48 38.1
 NN0673:UTM  14      -  O NEILL AZ MK RESET                      267 28 08.2
 NN0673
 NN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2814903085(NAD 83)
 NN0673
 NN0673|---------------------------------------------------------------------|
 NN0673| PID    Reference Object                     Distance      Geod. Az  |
 NN0673|                                                           dddmmss.s |
 NN0673| NN0667 O NEILL                              34.757 METERS 00827     |
 NN0673| CO3375 O NEILL 2 RM 4                       11.851 METERS 09457     |
 NN0673| NN0669 O NEILL MUNICIPAL TANK              APPROX. 2.1 KM 1570200.6 |
 NN0673| NN0672 O NEILL ST PATRICKS CATH CH         APPROX. 2.3 KM 1602353.5 |
 NN0673| NN0665 O NEILL ST MARYS CATH CONVENT       APPROX. 2.2 KM 1620749.7 |
 NN0673| CO3371 O NEILL AZ MK RESET                                2674200.9 |
 NN0673| CO3370 O NEILL AZ MK                                      2680207.6 |
 NN0673| CO3374 O NEILL 2 RM 3                       29.614 METERS 35854     |
 NN0673|---------------------------------------------------------------------|
 NN0673
 NN0673                          SUPERSEDED SURVEY CONTROL
 NN0673
 NN0673  NAD 83(1986)-  42 28 46.57582(N)    098 39 27.05577(W) AD(       ) 3
 NN0673  NAD 27      -  42 28 46.56479(N)    098 39 25.74351(W) AD(       ) 3
 NN0673
 NN0673.Superseded values are not recommended for survey control.
 NN0673
 NN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0673.See file dsdata.pdf to determine how the superseded data were derived.
 NN0673
 NN0673_MARKER: DS = TRIANGULATION STATION DISK
 NN0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0673_STAMPING: ONEILL 2 1964
 NN0673_MARK LOGO: CGS
 NN0673_PROJECTION: FLUSH
 NN0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0673+STABILITY: SURFACE MOTION
 NN0673
 NN0673  HISTORY     - Date     Condition        Report By
 NN0673  HISTORY     - 1964     MONUMENTED       CGS
 NN0673  HISTORY     - 1975     GOOD             NGS
 NN0673
 NN0673                          STATION DESCRIPTION
 NN0673
 NN0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0673'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF THE CENTER OF
 NN0673'THE TOWN OF ONEILL IN THE NORTHEAST ANGLE OF CROSSROADS AND IN THE
 NN0673'SW 1/4 OF SEC. 18, T 29 N., R. 11 W., 157 FEET SOUTHWEST OF THE
 NN0673'NORTHWEST CORNER OF NEW HOUSE, 104 FEET WEST-SOUTHWEST OF THE
 NN0673'SOUTHWEST CORNER OF THE NEW HOUSE, 41 FEET EAST OF THE CENTERLINE
 NN0673'OF U.S. HIGHWAY 281, 38 FEET NORTH OF THE CENTER OF EAST-WEST
 NN0673'GRAVEL ROAD, 5 FEET NORTH OF A POWER POLE, AND 2.2 FEET
 NN0673'SOUTH-SOUTHEAST OF A NEW STEEL WITNESS POST.  THE MARK IS
 NN0673'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 NN0673'STAMPED ONEILL 2 1964.
 NN0673'
 NN0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275, AND
 NN0673'281 IN THE CENTER OF THE BUSINESS DISTRICT OF ONEILL, GO WEST ON
 NN0673'U.S. HIGHWAYS 20, 275, AND 281 FOR 0.5 MILE TO WHERE THEY JUNCTION
 NN0673'AND U.S. HIGHWAY 281 GOES NORTH.  TURN RIGHT AND GO NORTH ON U.S.
 NN0673'HIGHWAY 281 FOR 1.5 MILES TO GRAVEL CROSSROADS AND THE STATION
 NN0673'IN THE NORTHEAST ANGLE OF THE CROSSROADS AS DESCRIBED.
 NN0673'
 NN0673'REFERENCE MARK NO. 3 IS 97.16 FEET NORTH OF THE STATION, 39 FEET EAST
 NN0673'OF THE CENTERLINE OF U.S. HIGHWAY 281, AND 20 FEET SOUTH OF THE
 NN0673'CENTER OF DRIVEWAY TO NEW HOUSE.  THE MARK IS FLUSH WITH THE SURFACE
 NN0673'OF THE GROUND AND THE DISK IS STAMPED ONEILL 2 NO 3 1964.
 NN0673'
 NN0673'REFERENCE MARK NO. 4 IS 38.88 FEET EAST OF THE STATION, 80 FEET EAST
 NN0673'OF THE CENTERLINE OF U.S. HIGHWAY 281, 75.5 FEET SOUTHWEST OF THE
 NN0673'SOUTHWEST CORNER OF NEW HOUSE, AND 36 FEET NORTH OF THE CENTER OF
 NN0673'EAST-WEST GRAVEL ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 NN0673'STAMPED ONEILL 2 NO 4 1964.
 NN0673'
 NN0673'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 30 FEET SOUTH OF THE
 NN0673'CENTER OF THE HARD SURFACED ROAD WHICH WAS THE FORMER ROUTE FOR
 NN0673'U.S. HIGHWAY 20, 2 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF
 NN0673'A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ONEILL
 NN0673'1949.
 NN0673'
 NN0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A HARD
 NN0673'SURFACED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NN0673'
 NN0673'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0673
 NN0673                          STATION RECOVERY (1975)
 NN0673
 NN0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0673'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 NN0673'GOOD CONDITION.  THE 1964 DESCRIPTION WAS NOT ON HAND THIS DATE, SO
 NN0673'THE REFERENCE MARKS WERE NOT FOUND.  BY REQUEST OF THE PROPERTY
 NN0673'OWNER, THE AZIMUTH MARK WAS MOVED TO A NEW LOCATION.
 NN0673'
 NN0673'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK--
 NN0673'
 NN0673'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ONEILL 1949 RESET 1975,
 NN0673'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0673'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 NN0673'CENTER OF A SURFACED ROAD, 3.5 FEET EAST-NORTHEAST OF A POWER POLE,
 NN0673'1 FOOT NORTH OF A METAL WITNESS POST IN FENCELINE AND DUE SOUTH OF
 NN0673'THE ONEILL VETERINARY CLINIC BUILDING.
 NN0673'
 NN0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A SURFACED
 NN0673'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NN0673'
 NN0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 NN0673'NORTH-NORTHWEST OF ONEILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0671 ***********************************************************************
 NN0671  DESIGNATION -  O NEILL CATH CHURCH SPIRE
 NN0671  PID         -  NN0671
 NN0671  STATE/COUNTY-  NE/HOLT
 NN0671  COUNTRY     -  US
 NN0671  USGS QUAD   -  O'NEILL (2017)
 NN0671
 NN0671                         *CURRENT SURVEY CONTROL
 NN0671  ______________________________________________________________________
 NN0671* NAD 83(1995) POSITION- 42 27 36.87721(N) 098 38 53.81645(W)   ADJUSTED
 NN0671  ______________________________________________________________________
 NN0671  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 NN0671  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 NN0671  HORZ ORDER      -  THIRD
 NN0671
 NN0671.The horizontal coordinates were established by classical geodetic methods
 NN0671.and adjusted by the National Geodetic Survey in August 1997.
 NN0671
 NN0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0671.GEOID18 height accuracy estimate available here.
 NN0671
 NN0671.Click photographs - Photos may exist for this station.
 NN0671
 NN0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0671
 NN0671. The following values were computed from the NAD 83(1995) position.
 NN0671
 NN0671;                    North         East     Units Scale Factor Converg.
 NN0671;SPC NE       -   292,536.511   611,153.170   MT  0.99979746   +0 53 44.8
 NN0671;SPC NE       -   959,763.54  2,005,091.69   sFT  0.99979746   +0 53 44.8
 NN0671;UTM  14      - 4,700,938.528   528,917.596   MT  0.99961029   +0 14 14.8
 NN0671
 NN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2891700938(NAD 83)
 NN0671
 NN0671                          SUPERSEDED SURVEY CONTROL
 NN0671
 NN0671  NAD 83(1986)-  42 27 36.88440(N)    098 38 53.82221(W) AD(       ) 3
 NN0671  NAD 27      -  42 27 36.88100(N)    098 38 52.50500(W) AD(       ) 3
 NN0671  USSD        -  42 27 36.98500(N)    098 38 52.74500(W) AD(       ) 3
 NN0671
 NN0671.Superseded values are not recommended for survey control.
 NN0671
 NN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0671.See file dsdata.pdf to determine how the superseded data were derived.
 NN0671
 NN0671_MARKER: 90 = CHURCH SPIRE
 NN0671
 NN0671  HISTORY     - Date     Condition        Report By
 NN0671  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0671  HISTORY     - 1935     GOOD             CGS
 NN0671
 NN0671                          STATION DESCRIPTION
 NN0671
 NN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0671'THE PRESENT CATHOLIC CHURCH WAS ERECTED IN AUGUST, 1909
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0670 ***********************************************************************
 NN0670  DESIGNATION -  O NEILL COURTHOUSE CUPOLA
 NN0670  PID         -  NN0670
 NN0670  STATE/COUNTY-  NE/HOLT
 NN0670  COUNTRY     -  US
 NN0670  USGS QUAD   -  O'NEILL (2017)
 NN0670
 NN0670                         *CURRENT SURVEY CONTROL
 NN0670  ______________________________________________________________________
 NN0670* NAD 83(1995) POSITION- 42 27 35.01601(N) 098 38 50.69095(W)   ADJUSTED
 NN0670  ______________________________________________________________________
 NN0670  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 NN0670  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 NN0670  HORZ ORDER      -  THIRD
 NN0670
 NN0670.The horizontal coordinates were established by classical geodetic methods
 NN0670.and adjusted by the National Geodetic Survey in August 1997.
 NN0670
 NN0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0670.GEOID18 height accuracy estimate available here.
 NN0670
 NN0670.Click photographs - Photos may exist for this station.
 NN0670
 NN0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0670
 NN0670. The following values were computed from the NAD 83(1995) position.
 NN0670
 NN0670;                    North         East     Units Scale Factor Converg.
 NN0670;SPC NE       -   292,480.217   611,225.455   MT  0.99979731   +0 53 46.9
 NN0670;SPC NE       -   959,578.85  2,005,328.85   sFT  0.99979731   +0 53 46.9
 NN0670;UTM  14      - 4,700,881.417   528,989.216   MT  0.99961034   +0 14 16.9
 NN0670
 NN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2898900881(NAD 83)
 NN0670
 NN0670                          SUPERSEDED SURVEY CONTROL
 NN0670
 NN0670  NAD 83(1986)-  42 27 35.02315(N)    098 38 50.69620(W) AD(       ) 3
 NN0670  NAD 27      -  42 27 35.02000(N)    098 38 49.38000(W) AD(       ) 3
 NN0670  USSD        -  42 27 35.12000(N)    098 38 49.62000(W) AD(       ) 3
 NN0670
 NN0670.Superseded values are not recommended for survey control.
 NN0670
 NN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0670.See file dsdata.pdf to determine how the superseded data were derived.
 NN0670
 NN0670_MARKER: 86 = CUPOLA
 NN0670
 NN0670  HISTORY     - Date     Condition        Report By
 NN0670  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0670  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0670
 NN0670                          STATION DESCRIPTION
 NN0670
 NN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0670'COURTHOUSE WAS ERECTED ABOUT 1890 AND IS STILL STANDING BUT
 NN0670'CUPOLA HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0669 ***********************************************************************
 NN0669  DESIGNATION -  O NEILL MUNICIPAL TANK
 NN0669  PID         -  NN0669
 NN0669  STATE/COUNTY-  NE/HOLT
 NN0669  COUNTRY     -  US
 NN0669  USGS QUAD   -  O'NEILL (2017)
 NN0669
 NN0669                         *CURRENT SURVEY CONTROL
 NN0669  ______________________________________________________________________
 NN0669* NAD 83(1995) POSITION- 42 27 44.05114(N) 098 38 51.26805(W)   ADJUSTED
 NN0669  ______________________________________________________________________
 NN0669  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 NN0669  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 NN0669  HORZ ORDER      -  THIRD
 NN0669
 NN0669.The horizontal coordinates were established by classical geodetic methods
 NN0669.and adjusted by the National Geodetic Survey in August 1997.
 NN0669
 NN0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0669.GEOID18 height accuracy estimate available here.
 NN0669
 NN0669.Click photographs - Photos may exist for this station.
 NN0669
 NN0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0669
 NN0669. The following values were computed from the NAD 83(1995) position.
 NN0669
 NN0669;                    North         East     Units Scale Factor Converg.
 NN0669;SPC NE       -   292,758.709   611,207.914   MT  0.99979804   +0 53 46.5
 NN0669;SPC NE       -   960,492.53  2,005,271.30   sFT  0.99979804   +0 53 46.5
 NN0669;UTM  14      - 4,701,160.041   528,974.879   MT  0.99961033   +0 14 16.5
 NN0669
 NN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2897401160(NAD 83)
 NN0669
 NN0669                          SUPERSEDED SURVEY CONTROL
 NN0669
 NN0669  NAD 83(1986)-  42 27 44.05765(N)    098 38 51.27349(W) AD(       ) 3
 NN0669  NAD 27      -  42 27 44.04800(N)    098 38 49.96200(W) AD(       ) 3
 NN0669
 NN0669.Superseded values are not recommended for survey control.
 NN0669
 NN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0669.See file dsdata.pdf to determine how the superseded data were derived.
 NN0669
 NN0669_MARKER: 53 = ELEVATED TANK
 NN0669
 NN0669  HISTORY     - Date     Condition        Report By
 NN0669  HISTORY     - 1940     FIRST OBSERVED   CGS
 NN0669  HISTORY     - 1949     GOOD             CGS
 NN0669  HISTORY     - 1958     GOOD             CGS
 NN0669
 NN0669                          STATION DESCRIPTION
 NN0669
 NN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0669'THE STATION IS THE FINIAL ON THE O NEILL MUNICIPAL WATER TANK.
 NN0669'THE TANK, WHICH IS LOCATED ON THE NORTH SIDE OF THE TOWN,
 NN0669'IS A RAISED TANK SUPPORTED BY STEEL TRUSSWORK LEGS, IS PAINTED
 NN0669'ALUMINUM, HAS O NEILL LETTERED IN BLACK ON NORTH AND SOUTH
 NN0669'SIDES, AND IS APPROXIMATELY 120 FEET HIGH.
 NN0669
 NN0669                          STATION RECOVERY (1949)
 NN0669
 NN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0669'THE STATION IS LOCATED FOUR BLOCKS NORTH OF THE CENTER OF
 NN0669'THE BUSINESS DISTRICT OF O NEILL, 82.0 FEET EAST OF THE CENTER
 NN0669'OF N. FOURTH ST., AND 74 FEET SOUTH OF THE CENTER OF A GRADED
 NN0669'STREET.
 NN0669'
 NN0669'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 NN0669'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 NN0669'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT
 NN0669'100 FEET.
 NN0669'
 NN0669'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 NN0669
 NN0669                          STATION RECOVERY (1958)
 NN0669
 NN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0669'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 NN0669'STATION WAS RECOVERED IN 1949 AND THE RECOVERY NOTE OF THAT
 NN0669'YEAR IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0665 ***********************************************************************
 NN0665  DESIGNATION -  O NEILL ST MARYS CATH CONVENT
 NN0665  PID         -  NN0665
 NN0665  STATE/COUNTY-  NE/HOLT
 NN0665  COUNTRY     -  US
 NN0665  USGS QUAD   -  O'NEILL (2017)
 NN0665
 NN0665                         *CURRENT SURVEY CONTROL
 NN0665  ______________________________________________________________________
 NN0665* NAD 83(1995) POSITION- 42 27 37.19511(N) 098 38 56.84340(W)   ADJUSTED
 NN0665  ______________________________________________________________________
 NN0665  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 NN0665  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 NN0665  HORZ ORDER      -  THIRD
 NN0665
 NN0665.The horizontal coordinates were established by classical geodetic methods
 NN0665.and adjusted by the National Geodetic Survey in August 1997.
 NN0665
 NN0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0665.GEOID18 height accuracy estimate available here.
 NN0665
 NN0665.Click photographs - Photos may exist for this station.
 NN0665
 NN0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0665
 NN0665. The following values were computed from the NAD 83(1995) position.
 NN0665
 NN0665;                    North         East     Units Scale Factor Converg.
 NN0665;SPC NE       -   292,545.236   611,083.881   MT  0.99979749   +0 53 42.8
 NN0665;SPC NE       -   959,792.16  2,004,864.37   sFT  0.99979749   +0 53 42.8
 NN0665;UTM  14      - 4,700,948.047   528,848.425   MT  0.99961024   +0 14 12.7
 NN0665
 NN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2884800948(NAD 83)
 NN0665
 NN0665                          SUPERSEDED SURVEY CONTROL
 NN0665
 NN0665  NAD 83(1986)-  42 27 37.20141(N)    098 38 56.84879(W) AD(       ) 3
 NN0665  NAD 27      -  42 27 37.19000(N)    098 38 55.54000(W) AD(       ) 3
 NN0665
 NN0665.Superseded values are not recommended for survey control.
 NN0665
 NN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0665.See file dsdata.pdf to determine how the superseded data were derived.
 NN0665
 NN0665_MARKER: 91 = CHURCH CROSS
 NN0665
 NN0665  HISTORY     - Date     Condition        Report By
 NN0665  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0665  HISTORY     - 1958     GOOD             CGS
 NN0665
 NN0665                          STATION DESCRIPTION
 NN0665
 NN0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0665'THE STATION IS LOCATED TWO BLOCKS NORTH OF THE BUSINESS
 NN0665'DISTRICT OF O NEILL AND 1/2 BLOCK WEST OF N. FOURTH ST.  THE
 NN0665'CROSS IS LOCATED ON THE TOP OF A SLENDER SPIRE THAT IS NEAR
 NN0665'THE CENTER AND ON TOP OF THE CONVENT BUILDING.  IT HAS AN
 NN0665'OVERALL HEIGHT OF ABOUT 85 FEET.
 NN0665'
 NN0665'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 NN0665
 NN0665                          STATION RECOVERY (1958)
 NN0665
 NN0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0665'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NN0665'DESCRIPTION OF 1949 IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0672 ***********************************************************************
 NN0672  DESIGNATION -  O NEILL ST PATRICKS CATH CH
 NN0672  PID         -  NN0672
 NN0672  STATE/COUNTY-  NE/HOLT
 NN0672  COUNTRY     -  US
 NN0672  USGS QUAD   -  O'NEILL (2017)
 NN0672
 NN0672                         *CURRENT SURVEY CONTROL
 NN0672  ______________________________________________________________________
 NN0672* NAD 83(1995) POSITION- 42 27 36.89702(N) 098 38 53.54138(W)   ADJUSTED
 NN0672  ______________________________________________________________________
 NN0672  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 NN0672  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 NN0672  HORZ ORDER      -  THIRD
 NN0672
 NN0672.The horizontal coordinates were established by classical geodetic methods
 NN0672.and adjusted by the National Geodetic Survey in August 1997.
 NN0672
 NN0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0672.GEOID18 height accuracy estimate available here.
 NN0672
 NN0672.Click photographs - Photos may exist for this station.
 NN0672
 NN0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0672
 NN0672. The following values were computed from the NAD 83(1995) position.
 NN0672
 NN0672;                    North         East     Units Scale Factor Converg.
 NN0672;SPC NE       -   292,537.220   611,159.443   MT  0.99979746   +0 53 45.0
 NN0672;SPC NE       -   959,765.86  2,005,112.27   sFT  0.99979746   +0 53 45.0
 NN0672;UTM  14      - 4,700,939.165   528,923.876   MT  0.99961029   +0 14 15.0
 NN0672
 NN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2892300939(NAD 83)
 NN0672
 NN0672                          SUPERSEDED SURVEY CONTROL
 NN0672
 NN0672  NAD 83(1986)-  42 27 36.90333(N)    098 38 53.54675(W) AD(       ) 3
 NN0672  NAD 27      -  42 27 36.89000(N)    098 38 52.23000(W) AD(       ) 3
 NN0672
 NN0672.Superseded values are not recommended for survey control.
 NN0672
 NN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0672.See file dsdata.pdf to determine how the superseded data were derived.
 NN0672
 NN0672_MARKER: 91 = CHURCH CROSS
 NN0672
 NN0672  HISTORY     - Date     Condition        Report By
 NN0672  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0672  HISTORY     - 1958     GOOD             CGS
 NN0672
 NN0672                          STATION DESCRIPTION
 NN0672
 NN0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0672'THE STATION IS LOCATED TWO BLOCKS NORTH OF THE BUSINESS DISTRICT
 NN0672'OF O NEILL, 87 FEET WEST OF THE CENTER OF N. FOURTH ST., AND
 NN0672'69 FEET NORTH OF THE CENTER OF A GRADED STREET.
 NN0672'
 NN0672'THE CROSS IS ON THE TOP OF AND IN THE CENTER OF A SPIRE THAT
 NN0672'IS THE ROOF FOR A BELFRY, LOCATED AT THE SOUTHEAST CORNER
 NN0672'OF THE CHURCH.  IT IS ABOUT 20 FEET HIGHER THAN A SIMILAR
 NN0672'CROSS LOCATED AT THE SOUTHWEST CORNER OF THE CHURCH.  IT
 NN0672'HAS AN OVERALL HEIGHT OF ABOUT 85 FEET.
 NN0672'
 NN0672'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 NN0672
 NN0672                          STATION RECOVERY (1958)
 NN0672
 NN0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0672'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NN0672'DESCRIPTION OF 1949 IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0668 ***********************************************************************
 NN0668  DESIGNATION -  O NEILL STANDPIPE
 NN0668  PID         -  NN0668
 NN0668  STATE/COUNTY-  NE/HOLT
 NN0668  COUNTRY     -  US
 NN0668  USGS QUAD   -  O'NEILL (2017)
 NN0668
 NN0668                         *CURRENT SURVEY CONTROL
 NN0668  ______________________________________________________________________
 NN0668* NAD 83(1995) POSITION- 42 27 38.34108(N) 098 38 52.38613(W)   ADJUSTED
 NN0668  ______________________________________________________________________
 NN0668  GEOID HEIGHT    -        -24.395 (meters)                     GEOID18
 NN0668  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 NN0668  HORZ ORDER      -  THIRD
 NN0668
 NN0668.The horizontal coordinates were established by classical geodetic methods
 NN0668.and adjusted by the National Geodetic Survey in August 1997.
 NN0668
 NN0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0668.GEOID18 height accuracy estimate available here.
 NN0668
 NN0668.Click photographs - Photos may exist for this station.
 NN0668
 NN0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0668
 NN0668. The following values were computed from the NAD 83(1995) position.
 NN0668
 NN0668;                    North         East     Units Scale Factor Converg.
 NN0668;SPC NE       -   292,582.176   611,185.133   MT  0.99979758   +0 53 45.8
 NN0668;SPC NE       -   959,913.36  2,005,196.56   sFT  0.99979758   +0 53 45.8
 NN0668;UTM  14      - 4,700,983.814   528,950.075   MT  0.99961031   +0 14 15.8
 NN0668
 NN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2895000983(NAD 83)
 NN0668
 NN0668                          SUPERSEDED SURVEY CONTROL
 NN0668
 NN0668  NAD 83(1986)-  42 27 38.34828(N)    098 38 52.39184(W) AD(       ) 3
 NN0668  NAD 27      -  42 27 38.34400(N)    098 38 51.07500(W) AD(       ) 3
 NN0668  USSD        -  42 27 38.44800(N)    098 38 51.31400(W) AD(       ) 3
 NN0668
 NN0668.Superseded values are not recommended for survey control.
 NN0668
 NN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0668.See file dsdata.pdf to determine how the superseded data were derived.
 NN0668
 NN0668_MARKER: 52 = STANDPIPE TANK
 NN0668
 NN0668  HISTORY     - Date     Condition        Report By
 NN0668  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0668  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0668
 NN0668                          STATION DESCRIPTION
 NN0668
 NN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0668'STANDPIPE, WHICH STOOD AT TOP OF HILL IN MIDDLE OF STREET
 NN0668'PASSING IN FRONT OF COURTHOUSE, HAS BEEN REMOVED AND A NEW
 NN0668'WATER TANK HAS BEEN ERECTED NORTH OF THE HIGH SCHOOL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1114 ***********************************************************************
 ML1114  DESIGNATION -  OAK
 ML1114  PID         -  ML1114
 ML1114  STATE/COUNTY-  NE/SHERMAN
 ML1114  COUNTRY     -  US
 ML1114  USGS QUAD   -  LOUP CITY SE (2017)
 ML1114
 ML1114                         *CURRENT SURVEY CONTROL
 ML1114  ______________________________________________________________________
 ML1114* NAD 83(1995) POSITION- 41 21 01.45074(N) 098 50 01.44724(W)   ADJUSTED
 ML1114* NAVD 88 ORTHO HEIGHT -   785.    (meters)     2575.    (feet) SCALED
 ML1114  ______________________________________________________________________
 ML1114  GEOID HEIGHT    -        -24.115 (meters)                     GEOID18
 ML1114  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 ML1114  HORZ ORDER      -  SECOND
 ML1114
 ML1114.The horizontal coordinates were established by classical geodetic methods
 ML1114.and adjusted by the National Geodetic Survey in August 1997.
 ML1114
 ML1114.The orthometric height was scaled from a topographic map.
 ML1114
 ML1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1114.GEOID18 height accuracy estimate available here.
 ML1114
 ML1114.Click photographs - Photos may exist for this station.
 ML1114
 ML1114.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1114
 ML1114. The following values were computed from the NAD 83(1995) position.
 ML1114
 ML1114;                    North         East     Units Scale Factor Converg.
 ML1114;SPC NE       -   169,091.204   597,566.469   MT  0.99966226   +0 46 22.4
 ML1114;SPC NE       -   554,760.06  1,960,515.99   sFT  0.99966226   +0 46 22.4
 ML1114;UTM  14      - 4,577,669.637   513,908.798   MT  0.99960238   +0 06 35.4
 ML1114
 ML1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1114!SPC NE       -   0.99988063  x   0.99966226  =   0.99954293
 ML1114!UTM  14      -   0.99988063  x   0.99960238  =   0.99948305
 ML1114
 ML1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1390877669(NAD 83)
 ML1114
 ML1114                          SUPERSEDED SURVEY CONTROL
 ML1114
 ML1114  NAD 83(1986)-  41 21 01.45693(N)    098 50 01.45156(W) AD(       ) 2
 ML1114  NAD 27      -  41 21 01.41600(N)    098 50 00.15700(W) AD(       ) 2
 ML1114  USSD        -  41 21 01.48100(N)    098 50 00.24700(W) AD(       ) 3
 ML1114
 ML1114.Superseded values are not recommended for survey control.
 ML1114
 ML1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1114.See file dsdata.pdf to determine how the superseded data were derived.
 ML1114
 ML1114_MARKER: Z = SEE DESCRIPTION
 ML1114_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ML1114_SP_SET: PINE STUB
 ML1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1114
 ML1114  HISTORY     - Date     Condition        Report By
 ML1114  HISTORY     - 1899     MONUMENTED       CGS
 ML1114  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1114  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1114  HISTORY     - 1951     SEE DESCRIPTION  CGS
 ML1114
 ML1114                          STATION DESCRIPTION
 ML1114
 ML1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1114'THIS STATION IS IN SEC. 18, T. 16 N., R. 13 W., ON A ROUND-SHAPED
 ML1114'HILL, ABOUT 6 MILES EAST AND 5.5 MILES NORTH OF LOUP CITY, AND
 ML1114'4 MILES WEST AND 7.5 MILES NORTH OF ASHTON.  THE SURFACE MARK
 ML1114'IS A PINE STUB 4 BY 6 INCHES AND 2 FEET LONG, HAVING TWO
 ML1114'DIAGONAL GROOVES CUT IN ITS TOP.  THE UNDERGROUND MARK IS A
 ML1114'JUG WITH A TACK IN THE CENTER OF THE CORK, SET 2.5 FEET BELOW
 ML1114'THE SURFACE.
 ML1114
 ML1114                          STATION RECOVERY (1935)
 ML1114
 ML1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1114'SEARCHED FOR ON APRIL 13, 1935, BUT NOT RECOVERED.  WALTER PALU,
 ML1114'WHO WAS BORN JUST WEST OF THE HILL ON WHICH THE STATION STOOD,
 ML1114'INDICATED THE SITE.  NO EVIDENCE OF THE SURFACE MARK WAS
 ML1114'FOUND.  THE GROUND HAS BEEN IN CULTIVATION FOR A LONG TIME
 ML1114'AND IS NOW IN ALFALFA.  NO DIGGING WAS DONE FOR THE UNDERGROUND
 ML1114'MARK BECAUSE IT WAS IMPOSSIBLE TO DETERMINE WITHIN A LARGE AREA
 ML1114'WHERE THE STATION HAD STOOD.  THE HILL ON WHICH THE STATION WAS
 ML1114'LOCATED, ACCORDING TO MR. PALU, IS IN SECTION 20, T. 16 N.,
 ML1114'R. 13 W.
 ML1114
 ML1114                          STATION RECOVERY (1935)
 ML1114
 ML1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1114'STATION NOT RECOVERED.  THE SITE WAS VISITED, AND WALTER PALU,
 ML1114'WHO WAS BORN JUST WEST OF THE HILL ON WHICH THE STATION STOOD,
 ML1114'INDICATED THE HILL, BUT ALTHOUGH SEARCH WAS MADE, NORTHING
 ML1114'OF VALUE WAS FOUND TO SHOW THAT THE STATION IS STILL IN
 ML1114'EXISTENCE.  THE GROUND HAS BEEN CULTIVATED A LONG TIME AND IS
 ML1114'NOW IN ALFALFA.  SOME PRODDING WAS DONE AND SOME HOLES ABOUT
 ML1114'3 FEET DEEP WERE DUG TO IDENTIFY HARD OBJECTS STRUCK WITH
 ML1114'THE PRODDING RODS, BUT NO RECOVERY WAS MADE.  IT IS THOUGHT
 ML1114'THAT THE STATION IS STILL MARKED BY AN UNDERGROUND MARK IN
 ML1114'ITS ORIGINAL LOCATION, BUT THIS CAN ONLY BE RECOVERED BY
 ML1114'EXTENSIVE DIGGING OR ESTABLISHING ANOTHER STATION AND
 ML1114'COMPUTING DISTANCE AND AZIMUTH.
 ML1114
 ML1114                          STATION RECOVERY (1951)
 ML1114
 ML1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1114'THE STATION WAS SEARCHED FOR BY USING A DISTANCE AND DIRECTION
 ML1114'OBTAINED FROM AN INVERSE POSITION COMPUTATION.  AT A POINT
 ML1114'201 METERS AND 156 DEG 32 MIN IN AZIMUTH FROM OAK 2 AN OLD
 ML1114'EXCAVATION, 2 FEET IN DIAMETER AND 3 FEET DEEP, WAS FOUND.
 ML1114'AT THE BOTTOM OF THIS EXCAVATION WAS FOUND A BOARD 12 INCHES
 ML1114'SQUARE.  THE JUG WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1125 ***********************************************************************
 LG1125  DESIGNATION -  OAK
 LG1125  PID         -  LG1125
 LG1125  STATE/COUNTY-  NE/LANCASTER
 LG1125  COUNTRY     -  US
 LG1125  USGS QUAD   -  LINCOLN (2017)
 LG1125
 LG1125                         *CURRENT SURVEY CONTROL
 LG1125  ______________________________________________________________________
 LG1125* NAD 83(1995) POSITION- 40 52 18.41912(N) 096 44 09.93757(W)   ADJUSTED
 LG1125* NAVD 88 ORTHO HEIGHT -   399.63  (+/-2cm)     1311.1   (feet) VERTCON
 LG1125  ______________________________________________________________________
 LG1125  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 LG1125  LAPLACE CORR    -          5.55  (seconds)                    DEFLEC18
 LG1125  HORZ ORDER      -  THIRD
 LG1125  VERT ORDER      -  THIRD ? (See Below)
 LG1125
 LG1125.The horizontal coordinates were established by classical geodetic methods
 LG1125.and adjusted by the National Geodetic Survey in August 1997.
 LG1125
 LG1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1125
 LG1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1125.GEOID18 height accuracy estimate available here.
 LG1125
 LG1125.The vertical order pertains to the NGVD 29 superseded value.
 LG1125
 LG1125.Click photographs - Photos may exist for this station.
 LG1125
 LG1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1125
 LG1125. The following values were computed from the NAD 83(1995) position.
 LG1125
 LG1125;                    North         East     Units Scale Factor Converg.
 LG1125;SPC NE       -   120,487.609   774,998.279   MT  0.99971939   +2 09 46.7
 LG1125;SPC NE       -   395,299.76  2,542,640.19   sFT  0.99971939   +2 09 46.7
 LG1125;UTM  14      - 4,526,990.925   690,773.692   MT  1.00004797   +1 28 54.7
 LG1125
 LG1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1125!SPC NE       -   0.99994143  x   0.99971939  =   0.99966084
 LG1125!UTM  14      -   0.99994143  x   1.00004797  =   0.99998940
 LG1125
 LG1125:                Primary Azimuth Mark                     Grid Az
 LG1125:SPC NE       -  OAK AZ MK                                266 58 23.7
 LG1125:UTM  14      -  OAK AZ MK                                267 39 15.7
 LG1125
 LG1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9077326990(NAD 83)
 LG1125
 LG1125|---------------------------------------------------------------------|
 LG1125| PID    Reference Object                     Distance      Geod. Az  |
 LG1125|                                                           dddmmss.s |
 LG1125| LG1128 LINCOLN RADIO STA KOLN MAST         APPROX. 8.4 KM 1315007.2 |
 LG1125| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 7.7 KM 1563247.9 |
 LG1125| LG1116 LINCOLN ST HWY DEPT RADIO MAST      APPROX.12.7 KM 1671339.6 |
 LG1125| CL8002 OAK RM 2                             11.332 METERS 18854     |
 LG1125| CL8001 OAK RM 1                             18.030 METERS 18857     |
 LG1125| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 3.6 KM 2064345.2 |
 LG1125| CL8000 OAK AZ MK                                          2690810.4 |
 LG1125| LG1136 VORTAC RAYMOND RAY                  APPROX. 5.8 KM 3550412.6 |
 LG1125|---------------------------------------------------------------------|
 LG1125
 LG1125                          SUPERSEDED SURVEY CONTROL
 LG1125
 LG1125  NAD 83(1986)-  40 52 18.42868(N)    096 44 09.93872(W) AD(       ) 3
 LG1125  NAD 27      -  40 52 18.41302(N)    096 44 08.87624(W) AD(       ) 3
 LG1125  NGVD 29             399.51   (m)         1310.7    (f) LEVELING    3  
 LG1125
 LG1125.Superseded values are not recommended for survey control.
 LG1125
 LG1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1125.See file dsdata.pdf to determine how the superseded data were derived.
 LG1125
 LG1125_MARKER: DS = TRIANGULATION STATION DISK
 LG1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1125_STAMPING: OAK 1961
 LG1125_MARK LOGO: CGS
 LG1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1125+STABILITY: SURFACE MOTION
 LG1125
 LG1125  HISTORY     - Date     Condition        Report By
 LG1125  HISTORY     - 1961     MONUMENTED       CGS
 LG1125  HISTORY     - 1966     GOOD             CGS
 LG1125  HISTORY     - 1976     GOOD             NGS
 LG1125  HISTORY     - 20070426 MARK NOT FOUND   NE-109
 LG1125
 LG1125                          STATION DESCRIPTION
 LG1125
 LG1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1125'LOCATED, AIRLINE, ABOUT 5 MILES NORTH-NORTHWEST OF THE STATE
 LG1125'CAPITOL IN LINCOLN, 6-1/2 MILES SOUTH-SOUTHEAST OF RAYMOND, AND
 LG1125'2 MILES NORTHEAST OF LINCOLN AIR FORCE BASE ON THE WEST
 LG1125'RIGHT-OF-WAY OF A GRAVELED ROAD WHERE IT CROSSES A LOW
 LG1125'NORTH-SOUTH RIDGE.
 LG1125'
 LG1125'TO REACH THE STATION FROM THE MAIN POST OFFICE ON 10TH AND P
 LG1125'STREETS IN LINCOLN GO NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES
 LG1125'TO THE JUNCTION OF U.S. HIGHWAYS 77 AND 34 AND STATE HIGHWAY 2,
 LG1125'BEAR LEFT AND GO WEST ON U.S. HIGHWAY 34 3.1 MILES TO A GRAVELED
 LG1125'SIDE ROAD ON THE RIGHT JUST BEFORE REACHING A RAILROAD CROSSING.
 LG1125'BEAR RIGHT AND GO NORTH 1.1 MILES TO A SIDE ROAD, RIGHT, TURN
 LG1125'RIGHT AND GO EAST 0.5 MILE TO THE AZIMUTH MARK AT THE BASE OF
 LG1125'A POWERLINE POLE ON THE RIGHT.  CONTINUE EAST 0.6 MILE TO
 LG1125'THE TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 LG1125'
 LG1125'THE STATION MARK, A STANDARD DISK STAMPED OAK 1961 SET IN THE TOP
 LG1125'OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 LG1125'GROUND, IS 27.9 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1125'6.4 FEET SOUTHEAST OF A RAILROAD-TIE FENCE POST WITH A TRIANGLE
 LG1125'BLAZE, 5.0 FEET SOUTH OF AN EAST-WEST FENCE, AND 4.9 FEET EAST
 LG1125'OF A METAL WITNESS SIGN.
 LG1125'
 LG1125'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED OAK NO 1 1961
 LG1125'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 LG1125'4 INCHES ABOVE GROUND, IS 29.2 FEET SOUTH OF THE CENTER OF THE
 LG1125'GRAVELED ROAD, 2.3 FEET NORTH OF AN EAST-WEST FENCE, 10.8 FEET
 LG1125'NORTHWEST OF THE CENTER OF A GATE, AND AT THE SAME ELEVATION
 LG1125'AS THE STATION.
 LG1125'
 LG1125'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED OAK NO 2 1961
 LG1125'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 LG1125'6 INCHES ABOVE GROUND, IS 31.7 FEET NORTH OF THE CENTER OF THE
 LG1125'GRAVELED ROAD, 1.1 FEET SOUTH OF AN EAST-WEST FENCE, AND AT ABOUT
 LG1125'THE SAME ELEVATION AS THE STATION.
 LG1125'
 LG1125'THE AZIMUTH MARK, A STANDARD DISK STAMPED OAK 1961 SET IN THE TOP
 LG1125'OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 LG1125'GROUND, IS 31.3 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1125'1.1 FEET NORTH OF AN EAST-WEST FENCE, AND 0.9 FOOT NORTHEAST OF
 LG1125'THE BASE OF A POWERLINE POLE.
 LG1125'
 LG1125'THE PICTURE POINT IS A LONE BUSH IN AN EAST-WEST FENCE LINE.
 LG1125'
 LG1125'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 68.03 FEET,
 LG1125'(20.735 METERS).
 LG1125
 LG1125                          STATION RECOVERY (1966)
 LG1125
 LG1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1125'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LG1125'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LG1125'CONDITION.
 LG1125
 LG1125                          STATION RECOVERY (1976)
 LG1125
 LG1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1125'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1125'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO A LARGE HOUSING
 LG1125'DEVELOPMENT THE STATION MARK AND REFERENCE MARK 2 WILL BE
 LG1125'DESTROYED.  THE AZIMUTH MARK WILL NOT BE DESTROYED AND WILL BE
 LG1125'LEFT INTACT.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 LG1125'CHECKED THE PREVIOUS DATA.  STATION OAK 2, REFERENCE MARKS 3 AND 4
 LG1125'AND AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE.
 LG1125'
 LG1125'SEE DESCRIPTION FOR STATION OAK 2.
 LG1125'
 LG1125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NNW
 LG1125'OF LINCOLN.
 LG1125
 LG1125                          STATION RECOVERY (2007)
 LG1125
 LG1125'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2007 (JFP)
 LG1125'USING A HH GPS RECEIVER THE LOCATION WAS DETERMINED TO BE IN THE
 LG1125'CENTER OF A FOUR-LANE STREET (FLETCHER AVENUE) IN THE SUBDIVISON KNOWN
 LG1125'AS THE HIGHLANDS THAT IS NOW APPROXIMATELY 30 YEARS OLD. THE STATION
 LG1125'AND REFERENCE MARKS SHOULD BE CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1115 ***********************************************************************
 ML1115  DESIGNATION -  OAK 2
 ML1115  PID         -  ML1115
 ML1115  STATE/COUNTY-  NE/SHERMAN
 ML1115  COUNTRY     -  US
 ML1115  USGS QUAD   -  LOUP CITY SE (2017)
 ML1115
 ML1115                         *CURRENT SURVEY CONTROL
 ML1115  ______________________________________________________________________
 ML1115* NAD 83(1995) POSITION- 41 20 55.50293(N) 098 49 57.94918(W)   ADJUSTED
 ML1115* NAVD 88 ORTHO HEIGHT -   693.    (meters)     2274.    (feet) SCALED
 ML1115  ______________________________________________________________________
 ML1115  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 ML1115  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 ML1115  HORZ ORDER      -  SECOND
 ML1115
 ML1115.The horizontal coordinates were established by classical geodetic methods
 ML1115.and adjusted by the National Geodetic Survey in August 1997.
 ML1115
 ML1115.The orthometric height was scaled from a topographic map.
 ML1115
 ML1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1115.GEOID18 height accuracy estimate available here.
 ML1115
 ML1115.Click photographs - Photos may exist for this station.
 ML1115
 ML1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1115
 ML1115. The following values were computed from the NAD 83(1995) position.
 ML1115
 ML1115;                    North         East     Units Scale Factor Converg.
 ML1115;SPC NE       -   168,908.889   597,650.229   MT  0.99966234   +0 46 24.7
 ML1115;SPC NE       -   554,161.91  1,960,790.79   sFT  0.99966234   +0 46 24.7
 ML1115;UTM  14      - 4,577,486.375   513,990.438   MT  0.99960241   +0 06 37.7
 ML1115
 ML1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1115!SPC NE       -   0.99989505  x   0.99966234  =   0.99955743
 ML1115!UTM  14      -   0.99989505  x   0.99960241  =   0.99949751
 ML1115
 ML1115:                Primary Azimuth Mark                     Grid Az
 ML1115:SPC NE       -  OAK 2 AZ MK                              231 26 50.9
 ML1115:UTM  14      -  OAK 2 AZ MK                              232 06 37.9
 ML1115
 ML1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1399077486(NAD 83)
 ML1115
 ML1115|---------------------------------------------------------------------|
 ML1115| PID    Reference Object                     Distance      Geod. Az  |
 ML1115|                                                           dddmmss.s |
 ML1115| ML1111 ASHTON MUNICIPAL TANK               APPROX.11.6 KM 1664656.1 |
 ML1115| CO1955 OAK 2 RM 1                           98.858 METERS 18105     |
 ML1115| CO1954 OAK 2 AZ MK                                        2321315.6 |
 ML1115| ML1117 LOUP CITY REA RADIO MAST            APPROX.13.1 KM 2355948.8 |
 ML1115| CO1956 OAK 2 RM 2                           47.218 METERS 25040     |
 ML1115|---------------------------------------------------------------------|
 ML1115
 ML1115                          SUPERSEDED SURVEY CONTROL
 ML1115
 ML1115  NAD 83(1986)-  41 20 55.51037(N)    098 49 57.95270(W) AD(       ) 2
 ML1115  NAD 27      -  41 20 55.47200(N)    098 49 56.65300(W) AD(       ) 2
 ML1115
 ML1115.Superseded values are not recommended for survey control.
 ML1115
 ML1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1115.See file dsdata.pdf to determine how the superseded data were derived.
 ML1115
 ML1115_MARKER: DS = TRIANGULATION STATION DISK
 ML1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1115_STAMPING: OAK 2 1951
 ML1115_MARK LOGO: CGS
 ML1115_PROJECTION: RECESSED 46 CENTIMETERS
 ML1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1115+STABILITY: SURFACE MOTION
 ML1115
 ML1115  HISTORY     - Date     Condition        Report By
 ML1115  HISTORY     - 1951     MONUMENTED       CGS
 ML1115
 ML1115                          STATION DESCRIPTION
 ML1115
 ML1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1115'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 7.5 MILES NORTH
 ML1115'OF ASHTON AND 6 MILES EAST AND 5.5 MILES NORTH OF LOUP CITY,
 ML1115'ON THE HIGHEST POINT OF A CULTIVATED HILL.  IT IS OWNED BY
 ML1115'MR. MILO DAILY.  IT IS 325 FEET NORTH OF AN EAST-WEST FENCE
 ML1115'LINE AND 155 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 ML1115'STAMPED OAK 2 1951 AND IS 18 INCHES BELOW THE SURFACE OF THE
 ML1115'GROUND.
 ML1115'
 ML1115'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND
 ML1115'2 FEET EAST OF A WITNESS POST.  IT IS STAMPED OAK 2 NO 1 1951
 ML1115'AND PROJECTS 2 INCHES.
 ML1115'
 ML1115'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE AND
 ML1115'1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED OAK 2 NO 2
 ML1115'1951 AND PROJECTS 3 INCHES.  IT IS 6 FEET LOWER IN ELEVATION
 ML1115'THAN THE STATION.
 ML1115'
 ML1115'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ML1115'DIRT ROAD AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 ML1115'WITNESS POST.  IT IS STAMPED OAK 2 1951 AND PROJECTS 4 INCHES.
 ML1115'
 ML1115'TO REACH THE STATION FROM THE POST OFFICE IN LOUP CITY, GO
 ML1115'NORTH ALONG THE EAST SIDE OF THE COURTHOUSE SQUARE FOR 0.1 MILE
 ML1115'TO A CROSS STREET, TURN RIGHT AND GO EAST AND NORTHEAST ON A
 ML1115'GRAVELED ROAD FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK AND GO
 ML1115'NORTH AND NORTHEAST ON A GRAVELED ROAD FOR 4.3 MILES TO A
 ML1115'T ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 ML1115'FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 ML1115'DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ML1115'DESCRIBED, CONTINUE NORTH FOR 0.3 MILE TO A GATE ON THE RIGHT
 ML1115'AT THE BOTTOM OF THE DRAW.  TURN RIGHT THROUGH GATE AND GO
 ML1115'EAST ON A FARM ROAD FOR 0.1 MILE TO A GATE, PASS THROUGH
 ML1115'GATE AND GO EAST UP GRADE FOR 0.15 MILE TO AN OLD SHED ON
 ML1115'THE LEFT.  CONTINUE NORTHEAST FOR 0.1 MILE TO A FENCE CORNER
 ML1115'AT THE SOUTHEAST CORNER OF A PASTURE, CONTINUE
 ML1115'NORTHEAST FOR ABOUT 100 YARDS TO THE TOP OF THE HILL AND
 ML1115'THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1129 ***********************************************************************
 LG1129  DESIGNATION -  OAK 2
 LG1129  PID         -  LG1129
 LG1129  STATE/COUNTY-  NE/LANCASTER
 LG1129  COUNTRY     -  US
 LG1129  USGS QUAD   -  LINCOLN (2017)
 LG1129
 LG1129                         *CURRENT SURVEY CONTROL
 LG1129  ______________________________________________________________________
 LG1129* NAD 83(2011) POSITION- 40 52 14.13401(N) 096 43 09.52649(W)   ADJUSTED
 LG1129* NAD 83(2011) ELLIP HT-   362.008 (meters)        (06/27/12)   ADJUSTED
 LG1129* NAD 83(2011) EPOCH   -  2010.00
 LG1129* NAVD 88 ORTHO HEIGHT -   388.191 (meters)     1273.59  (feet) ADJUSTED
 LG1129  ______________________________________________________________________
 LG1129  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 LG1129  NAD 83(2011) X  -   -565,169.425 (meters)                     COMP
 LG1129  NAD 83(2011) Y  - -4,797,102.829 (meters)                     COMP
 LG1129  NAD 83(2011) Z  -  4,151,803.500 (meters)                     COMP
 LG1129  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 LG1129  DYNAMIC HEIGHT  -        388.016 (meters)     1273.02  (feet) COMP
 LG1129  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 LG1129
 LG1129  VERT ORDER      -  FIRST     CLASS II
 LG1129
 LG1129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1129  Standards:
 LG1129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1129  -------------------------------------------------------------------
 LG1129  NETWORK    0.63   0.69           0.28   0.23   0.35      0.04014829
 LG1129  -------------------------------------------------------------------
 LG1129  Click here for local accuracies and other accuracy information.
 LG1129
 LG1129.The horizontal coordinates were established by GPS observations
 LG1129.and adjusted by the National Geodetic Survey in June 2012.
 LG1129
 LG1129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1129.been affixed to the stable North American tectonic plate. See 
 LG1129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1129
 LG1129.The horizontal coordinates are valid at the epoch date displayed above
 LG1129.which is a decimal equivalence of Year/Month/Day.
 LG1129
 LG1129.The orthometric height was determined by differential leveling and
 LG1129.adjusted by the NATIONAL GEODETIC SURVEY
 LG1129.in May 1993.
 LG1129
 LG1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1129.GEOID18 height accuracy estimate available here.
 LG1129
 LG1129.Click photographs - Photos may exist for this station.
 LG1129
 LG1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1129
 LG1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1129
 LG1129.The ellipsoidal height was determined by GPS observations
 LG1129.and is referenced to NAD 83.
 LG1129
 LG1129.The dynamic height is computed by dividing the NAVD 88
 LG1129.geopotential number by the normal gravity value computed on the
 LG1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1129.degrees latitude (g = 980.6199 gals.).
 LG1129
 LG1129.The modeled gravity was interpolated from observed gravity values.
 LG1129
 LG1129. The following values were computed from the NAD 83(2011) position.
 LG1129
 LG1129;                    North         East     Units Scale Factor Converg.
 LG1129;SPC NE       -   120,409.068   776,416.476   MT  0.99971961   +2 10 26.8
 LG1129;SPC NE       -   395,042.08  2,547,293.06   sFT  0.99971961   +2 10 26.8
 LG1129;UTM  14      - 4,526,895.497   692,191.325   MT  1.00005465   +1 29 34.2
 LG1129
 LG1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1129!SPC NE       -   0.99994322  x   0.99971961  =   0.99966284
 LG1129!UTM  14      -   0.99994322  x   1.00005465  =   0.99999786
 LG1129
 LG1129:                Primary Azimuth Mark                     Grid Az
 LG1129:SPC NE       -  OAK 2 AZ MK                              293 50 07.4
 LG1129:UTM  14      -  OAK 2 AZ MK                              294 31 00.0
 LG1129
 LG1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9219126895(NAD 83)
 LG1129
 LG1129|---------------------------------------------------------------------|
 LG1129| PID    Reference Object                     Distance      Geod. Az  |
 LG1129|                                                           dddmmss.s |
 LG1129| CL8003 OAK 2 RM 4                           11.297 METERS 10730     |
 LG1129| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 7.1 KM 1663608.8 |
 LG1129| LG1133 OAK 2 AZ MK                         APPROX. 1.7 KM 2960034.2 |
 LG1129| LG1130 OAK 2 RM 3                           12.532 METERS 35924     |
 LG1129|---------------------------------------------------------------------|
 LG1129
 LG1129                          SUPERSEDED SURVEY CONTROL
 LG1129
 LG1129  NAD 83(2007)-  40 52 14.13402(N)    096 43 09.52699(W) AD(2002.00) 0
 LG1129  ELLIP H (02/10/07)  362.027  (m)                       GP(2002.00)    
 LG1129  NAD 83(1995)-  40 52 14.13388(N)    096 43 09.52638(W) AD(       ) B
 LG1129  ELLIP H (03/30/05)  361.995  (m)                       GP(       ) 3 1
 LG1129  NAD 83(1995)-  40 52 14.13409(N)    096 43 09.52615(W) AD(       ) 3
 LG1129  NAD 83(1986)-  40 52 14.14376(N)    096 43 09.52730(W) AD(       ) 3
 LG1129  NAD 27      -  40 52 14.12943(N)    096 43 08.46623(W) AD(       ) 3
 LG1129  NAVD 88             388.19   (m)         1273.6    (f) LEVELING    3  
 LG1129  NGVD 29 (07/19/86)  388.1    (m)         1273.     (f) VERT ANG       
 LG1129
 LG1129.Superseded values are not recommended for survey control.
 LG1129
 LG1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1129.See file dsdata.pdf to determine how the superseded data were derived.
 LG1129
 LG1129_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1129_STAMPING: OAK 2 1976
 LG1129_MARK LOGO: NGS
 LG1129_PROJECTION: FLUSH
 LG1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1129+STABILITY: SURFACE MOTION
 LG1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1129+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2020
 LG1129
 LG1129  HISTORY     - Date     Condition        Report By
 LG1129  HISTORY     - 1976     MONUMENTED       NGS
 LG1129  HISTORY     - 1976     GOOD             NGS
 LG1129  HISTORY     - 19920520 GOOD             NGS
 LG1129  HISTORY     - 2002     GOOD             NEDR
 LG1129  HISTORY     - 20051015 GOOD             GEOCAC
 LG1129  HISTORY     - 20161211 GOOD             WOOLPT
 LG1129  HISTORY     - 20200130 GOOD             NEGS
 LG1129
 LG1129                          STATION DESCRIPTION
 LG1129
 LG1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1129'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF THE
 LG1129'NEBRASKA STATE CAPITAL BUILDING IN LINCOLN, IN THE NW 1/4 OF SEC. 2,
 LG1129'R 6 E, T 10 N AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY 34.
 LG1129'
 LG1129'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE INTERCHANGE
 LG1129'OF I 180, I 80 AND US HIGHWAY 34, AT THE NORTH SIDE OF LINCOLN,
 LG1129'GO NORTHWESTERLY ON HIGHWAY 34 FOR 0.6 MILE TO THE STATION ON
 LG1129'THE RIGHT.
 LG1129'
 LG1129'THE STATION MARKS ARE STANDARD DISKS STAMPED, OAK 2 1976.
 LG1129'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LG1129'IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET WEST OF A
 LG1129'METAL WITNESS POST AT REFERENCE MARK 4, 42 FEET SOUTH OF A
 LG1129'METAL WITNESS POST AT REFERENCE MARK 3 AND 24.5 FEET SOUTHWEST OF
 LG1129'THE BOUNDARY FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LG1129'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 LG1129'
 LG1129'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1129'OAK 2 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 1.8
 LG1129'FEET SOUTH OF A NORTH BRACE POST IN BOUNDARY FENCE, 1.5 FEET
 LG1129'WEST-NORTHWEST OF THE BOUNDARY FENCE AND 1.2 FEET SOUTHEAST OF A
 LG1129'METAL WITNESS POST.
 LG1129'
 LG1129'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 LG1129'STAMPED OAK 2 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT
 LG1129'IS 1.2 FEET WEST OF THE BOUNDARY FENCE AND 1 FOOT NORTH-NORTHWEST OF
 LG1129'A WITNESS POST.
 LG1129'
 LG1129'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OAK 2 AZ 2 1976, SET
 LG1129'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1129'SURFACE.  IT IS 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LG1129'POST, 2.3 FEET SOUTH OF A BOUNDARY FENCELINE AND ON TOP OF A
 LG1129'HIGH ROAD CUTBANK.
 LG1129'
 LG1129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 LG1129'34 FOR 1.05 MILES TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG1129'
 LG1129'NOTE--A 5/8 INCH IRON ROD, ABOUT 2-1/2 FEET IN LENGTH WAS
 LG1129'PLACED IN THE STATION MARK AND AZIMUTH MARK CONCRETE MONUMENTS.
 LG1129'
 LG1129'NEAREST TOWN--LINCOLN.
 LG1129
 LG1129                          STATION RECOVERY (1976)
 LG1129
 LG1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG1129'RECOVERED IN GOOD CONDITION.
 LG1129
 LG1129                          STATION RECOVERY (1992)
 LG1129
 LG1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1129'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 34 FROM THE JUNCTION
 LG1129'OF INTERSTATE HIGHWAY 80 IN NORTHWEST LINCOLN, 0.1 KM (0.05 MI)
 LG1129'SOUTHEAST OF THE INTERSECTION OF A PAVED ROAD AND TRAFFIC LIGHT, 39.3
 LG1129'M (128.9 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 LG1129'THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF REFERENCE MARK 3 AND A WITNESS
 LG1129'POST, 7.6 M (24.9 FT) SOUTHWEST OF A FENCE, 3.0 M (9.8 FT) ABOVE THE
 LG1129'LEVEL OF THE HIGHWAY, AND THE M0NUMENT IS FLUSH WITH THE GROUND
 LG1129'SURFACE.
 LG1129
 LG1129                          STATION RECOVERY (2002)
 LG1129
 LG1129'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1129'RECOVERED AS DESCRIBED.
 LG1129
 LG1129                          STATION RECOVERY (2005)
 LG1129
 LG1129'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1129'FOUND STATION OAK 2 IN GOOD CONDITION. FOUND REFERENCE MARK 3 AS
 LG1129'DESCRIBED, BUT ALUMINUM CAP AND TOP OF CROSS-SHAPED ALUMINUM POST HAVE
 LG1129'BEEN BROKEN OFF ABOUT 0.1 M BELOW GROUND LEVEL. RM 3 CAP CAN BE LIFTED
 LG1129'OUT OF THE GROUND. THE WITNESS POST AND SIGN ARE LEANING AGAINST THE
 LG1129'BOUNDARY FENCE AT THE RM.
 LG1129'AN ADDITIONAL WITNESS POST AND SIGN WERE FOUND ABOUT 11 M E OF STATION
 LG1129'OAK 2 IN THE FENCE LINE. EXAMINATION OF THIS LOCATION REVEALED A
 LG1129'CROSS-SHAPED ALUMINUM POST BROKEN OFF ABOUT 0.1 M BELOW GROUND LEVEL.
 LG1129'THIS BROKEN POST IS CONSISTENT WITH THE LOCATION OF REFERENCE MARK 4,
 LG1129'BUT NO CAP WAS FOUND.
 LG1129
 LG1129                          STATION RECOVERY (2016)
 LG1129
 LG1129'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG1129'RECOVERED IN GOOD CONDITION.
 LG1129
 LG1129                          STATION RECOVERY (2020)
 LG1129
 LG1129'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG1129'TO REACH FROM THE TOP OF THE OVERPASS AT THE INTERCHANGE OF I-180 /
 LG1129'U.S. 34 AND I-80, NORTH OF LINCOLN, NE., GO NORTH-NORTHWEST ON U.S. 34
 LG1129'APPROXIMATELY 0.60 MI (0.97 KM) TO MILE POST 320+63 AND THE STATION ON
 LG1129'THE RIGHT (NORTHEAST).
 LG1129'
 LG1129'IT IS 42.0 FT (12.8 M) SOUTH OF THE REFERENCE MARK 3 WITNESS POST,
 LG1129'24.4 FT (7.4 M) SOUTHWEST FROM A NAIL IN THE TOP OF A FENCE POST, 38.0
 LG1129'FT (11.6 M) WEST FROM REFERENCE MARK 4 WITNESS POST AND 118 FT (36.0
 LG1129'M) NORTHEAST OF THE CENTERLINE OF U.S. 34 (NORTH BOUND) LANE AT THE
 LG1129'TOP OF THE BANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1133 ***********************************************************************
 LG1133  DESIGNATION -  OAK 2 AZ MK
 LG1133  PID         -  LG1133
 LG1133  STATE/COUNTY-  NE/LANCASTER
 LG1133  COUNTRY     -  US
 LG1133  USGS QUAD   -  DAVEY (2017)
 LG1133
 LG1133                         *CURRENT SURVEY CONTROL
 LG1133  ______________________________________________________________________
 LG1133* NAD 83(1995) POSITION- 40 52 38.32551(N) 096 44 14.85867(W)   NO CHECK
 LG1133* NAVD 88 ORTHO HEIGHT -   398.6   (meters)     1308.    (feet) VERTCON
 LG1133  ______________________________________________________________________
 LG1133  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 LG1133  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 LG1133  HORZ ORDER      -  THIRD
 LG1133
 LG1133.The horizontal coordinates were established by classical geodetic methods
 LG1133.and adjusted by the National Geodetic Survey in August 1997.
 LG1133
 LG1133.No horizontal observational check was made to the station.
 LG1133
 LG1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1133
 LG1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1133.GEOID18 height accuracy estimate available here.
 LG1133
 LG1133.Click photographs - Photos may exist for this station.
 LG1133
 LG1133.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1133
 LG1133. The following values were computed from the NAD 83(1995) position.
 LG1133
 LG1133;                    North         East     Units Scale Factor Converg.
 LG1133;SPC NE       -   121,096.717   774,860.001   MT  0.99971833   +2 09 43.5
 LG1133;SPC NE       -   397,298.15  2,542,186.52   sFT  0.99971833   +2 09 43.5
 LG1133;UTM  14      - 4,527,601.834   690,642.620   MT  1.00004735   +1 28 52.1
 LG1133
 LG1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1133!SPC NE       -   0.99994159  x   0.99971833  =   0.99965994
 LG1133!UTM  14      -   0.99994159  x   1.00004735  =   0.99998894
 LG1133
 LG1133:                Primary Azimuth Mark                     Grid Az
 LG1133:SPC NE       -  OAK 2                                    113 50 08.0
 LG1133:UTM  14      -  OAK 2                                    114 30 59.4
 LG1133
 LG1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9064227601(NAD 83)
 LG1133
 LG1133|---------------------------------------------------------------------|
 LG1133| PID    Reference Object                     Distance      Geod. Az  |
 LG1133|                                                           dddmmss.s |
 LG1133| LG1130 OAK 2 RM 3                          APPROX. 1.7 KM 1153709.5 |
 LG1133| LG1129 OAK 2                               APPROX. 1.7 KM 1155951.5 |
 LG1133| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 8.3 KM 1573000.8 |
 LG1133| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 4.1 KM 2012832.5 |
 LG1133|---------------------------------------------------------------------|
 LG1133
 LG1133                          SUPERSEDED SURVEY CONTROL
 LG1133
 LG1133  NAD 83(1986)-  40 52 38.33506(N)    096 44 14.85989(W) AD(       ) 3
 LG1133  NAD 27      -  40 52 38.31944(N)    096 44 13.79782(W) AD(       ) 3
 LG1133  NGVD 29 (07/19/86)  398.5    (m)         1307.     (f) VERT ANG       
 LG1133
 LG1133.Superseded values are not recommended for survey control.
 LG1133
 LG1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1133.See file dsdata.pdf to determine how the superseded data were derived.
 LG1133
 LG1133_MARKER: DZ = AZIMUTH MARK DISK
 LG1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1133_STAMPING: OAK 2 AZ 2 1976
 LG1133_MARK LOGO: NGS
 LG1133_PROJECTION: FLUSH
 LG1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1133+STABILITY: SURFACE MOTION
 LG1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1133+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 LG1133
 LG1133  HISTORY     - Date     Condition        Report By
 LG1133  HISTORY     - 1976     MONUMENTED       NGS
 LG1133  HISTORY     - 20051015 GOOD             GEOCAC
 LG1133
 LG1133                          STATION DESCRIPTION
 LG1133
 LG1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1133'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF THE
 LG1133'NEBRASKA STATE CAPITAL BUILDING IN LINCOLN, IN THE NW 1/4 OF SEC. 2,
 LG1133'R 6 E, T 10 N AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY 34.
 LG1133'
 LG1133'TO REACH STATION OAK 2 FROM THE TOP OF THE OVERPASS AT THE
 LG1133'INTERCHANGE OF I 180, I 80 AND US HIGHWAY 34, AT THE NORTH SIDE
 LG1133'OF LINCOLN, GO NORTHWESTERLY ON HIGHWAY 34 FOR 0.6 MILE TO THE
 LG1133'STATION ON THE RIGHT.
 LG1133'
 LG1133'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OAK 2 AZ 2 1976,
 LG1133'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 LG1133'GROUND SURFACE.  IT IS 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LG1133'POST, 2.3 FEET SOUTH OF A BOUNDARY FENCELINE AND ON TOP OF A
 LG1133'HIGH ROAD CUTBANK.
 LG1133'
 LG1133'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 LG1133'34 FOR 1.05 MILES TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG1133'
 LG1133'NOTE--A 5/8 INCH IRON ROD, ABOUT 2-1/2 FEET IN LENGTH WAS PLACED
 LG1133'IN THE STATION MARK AND AZIMUTH MARK CONCRETE MONUMENTS.
 LG1133'
 LG1133'NEAREST TOWN--LINCOLN.
 LG1133
 LG1133                          STATION RECOVERY (2005)
 LG1133
 LG1133'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1130 ***********************************************************************
 LG1130  DESIGNATION -  OAK 2 RM 3
 LG1130  PID         -  LG1130
 LG1130  STATE/COUNTY-  NE/LANCASTER
 LG1130  COUNTRY     -  US
 LG1130  USGS QUAD   -  LINCOLN (2017)
 LG1130
 LG1130                         *CURRENT SURVEY CONTROL
 LG1130  ______________________________________________________________________
 LG1130* NAD 83(1995) POSITION- 40 52 14.54036(N) 096 43 09.53169(W)   NO CHECK
 LG1130* NAVD 88 ORTHO HEIGHT -   388.144 (meters)     1273.44  (feet) ADJUSTED
 LG1130  ______________________________________________________________________
 LG1130  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 LG1130  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 LG1130  DYNAMIC HEIGHT  -        387.970 (meters)     1272.86  (feet) COMP
 LG1130  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 LG1130
 LG1130  HORZ ORDER      -  THIRD
 LG1130  VERT ORDER      -  FIRST     CLASS II
 LG1130
 LG1130.The horizontal coordinates were established by classical geodetic methods
 LG1130.and adjusted by the National Geodetic Survey in August 1997.
 LG1130
 LG1130.No horizontal observational check was made to the station.
 LG1130
 LG1130.The orthometric height was determined by differential leveling and
 LG1130.adjusted by the NATIONAL GEODETIC SURVEY
 LG1130.in May 1993.
 LG1130
 LG1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1130.GEOID18 height accuracy estimate available here.
 LG1130
 LG1130.Click photographs - Photos may exist for this station.
 LG1130
 LG1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1130
 LG1130.The dynamic height is computed by dividing the NAVD 88
 LG1130.geopotential number by the normal gravity value computed on the
 LG1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1130.degrees latitude (g = 980.6199 gals.).
 LG1130
 LG1130.The modeled gravity was interpolated from observed gravity values.
 LG1130
 LG1130. The following values were computed from the NAD 83(1995) position.
 LG1130
 LG1130;                    North         East     Units Scale Factor Converg.
 LG1130;SPC NE       -   120,421.586   776,415.879   MT  0.99971959   +2 10 26.8
 LG1130;SPC NE       -   395,083.15  2,547,291.10   sFT  0.99971959   +2 10 26.8
 LG1130;UTM  14      - 4,526,908.025   692,190.877   MT  1.00005465   +1 29 34.2
 LG1130
 LG1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1130!SPC NE       -   0.99994322  x   0.99971959  =   0.99966283
 LG1130!UTM  14      -   0.99994322  x   1.00005465  =   0.99999787
 LG1130
 LG1130:                Primary Azimuth Mark                     Grid Az
 LG1130:SPC NE       -  OAK                                      272 39 59.4
 LG1130:UTM  14      -  OAK                                      273 20 52.0
 LG1130
 LG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9219026908(NAD 83)
 LG1130
 LG1130|---------------------------------------------------------------------|
 LG1130| PID    Reference Object                     Distance      Geod. Az  |
 LG1130|                                                           dddmmss.s |
 LG1130| LG1129 OAK 2                                12.532 METERS 17924     |
 LG1130| LG1125 OAK                                 APPROX. 1.4 KM 2745026.2 |
 LG1130| LG1133 OAK 2 AZ MK                         APPROX. 1.7 KM 2953752.2 |
 LG1130|---------------------------------------------------------------------|
 LG1130
 LG1130                          SUPERSEDED SURVEY CONTROL
 LG1130
 LG1130  NAD 83(1986)-  40 52 14.55000(N)    096 43 09.53284(W) AD(       ) 3
 LG1130  NAD 27      -  40 52 14.53570(N)    096 43 08.47178(W) AD(       ) 3
 LG1130  NGVD 29 (07/19/86)  388.1    (m)         1273.     (f) VERT ANG       
 LG1130
 LG1130.Superseded values are not recommended for survey control.
 LG1130
 LG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1130.See file dsdata.pdf to determine how the superseded data were derived.
 LG1130
 LG1130_MARKER: DR = REFERENCE MARK DISK
 LG1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG1130_STAMPING: OAK 2 NO 3 1976
 LG1130_MARK LOGO: NGS
 LG1130_PROJECTION: FLUSH
 LG1130_MAGNETIC: P = MARKER IS A STEEL PIPE
 LG1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1130+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1130
 LG1130  HISTORY     - Date     Condition        Report By
 LG1130  HISTORY     - 1976     MONUMENTED       NGS
 LG1130  HISTORY     - 1976     GOOD             NGS
 LG1130  HISTORY     - 19920520 GOOD             NGS
 LG1130
 LG1130                          STATION DESCRIPTION
 LG1130
 LG1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1130'THE STATION OAK 2 IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF THE
 LG1130'NEBRASKA STATE CAPITAL BUILDING IN LINCOLN, IN THE NW 1/4 OF
 LG1130'SEC. 2, R 6 E, T 10 N AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY
 LG1130'34.
 LG1130'
 LG1130'TO REACH THE STATION OAK 2 FROM THE TOP OF THE OVERPASS AT THE INTER-
 LG1130'CHANGE OF I 180, I 80 AND US HIGHWAY 34, AT THE NORTH SIDE OF LINCOLN,
 LG1130'GO NORTHWESTERLY ON HIGHWAY 34 FOR 0.6 MILE TO THE STATION ON THE
 LG1130'RIGHT.
 LG1130'
 LG1130'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1130'OAK 2 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1130'1.8 FEET SOUTH OF A NORTH BRACE POST IN BOUNDARY FENCE, 1.5
 LG1130'FEET WEST-NORTHWEST OF THE BOUNDARY FENCE AND 1.2 FEET SOUTHEAST
 LG1130'OF A METAL WITNESS POST.
 LG1130'
 LG1130'NEAREST TOWN--LINCOLN.
 LG1130
 LG1130                          STATION RECOVERY (1976)
 LG1130
 LG1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG1130'RECOVERED IN GOOD CONDITION.
 LG1130
 LG1130                          STATION RECOVERY (1992)
 LG1130
 LG1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1130'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 34 FROM THE JUNCTION
 LG1130'OF INTERSTATE HIGHWAY 80 IN NORTHWEST LINCOLN, 0.1 KM (0.05 MI)
 LG1130'SOUTHEAST OF THE INTERSECTION OF A PAVED ROAD AND TRAFFIC SIGNAL, 46.0
 LG1130'M (150.9 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 LG1130'THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF TRIANGULATION STATION OAK 2,
 LG1130'0.2 M (0.7 FT) SOUTHWEST OF A FENCE, AND 0.2 M (0.7 FT) EAST OF A
 LG1130'WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 3-INCH METAL PIPE AND
 LG1130'IS FLUSH WITH THE GROUND SURFACE,
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1166 ***********************************************************************
 ML1166  DESIGNATION -  OCONTO
 ML1166  PID         -  ML1166
 ML1166  STATE/COUNTY-  NE/CUSTER
 ML1166  COUNTRY     -  US
 ML1166  USGS QUAD   -  OCONTO SE (2017)
 ML1166
 ML1166                         *CURRENT SURVEY CONTROL
 ML1166  ______________________________________________________________________
 ML1166* NAD 83(1995) POSITION- 41 04 27.45371(N) 099 47 15.02074(W)   ADJUSTED
 ML1166* NAVD 88 ORTHO HEIGHT -   850.    (meters)     2789.    (feet) SCALED
 ML1166  ______________________________________________________________________
 ML1166  GEOID HEIGHT    -        -23.262 (meters)                     GEOID18
 ML1166  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 ML1166  HORZ ORDER      -  THIRD
 ML1166
 ML1166.The horizontal coordinates were established by classical geodetic methods
 ML1166.and adjusted by the National Geodetic Survey in August 1997.
 ML1166
 ML1166.The orthometric height was scaled from a topographic map.
 ML1166
 ML1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1166.GEOID18 height accuracy estimate available here.
 ML1166
 ML1166.Click photographs - Photos may exist for this station.
 ML1166
 ML1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1166
 ML1166. The following values were computed from the NAD 83(1995) position.
 ML1166
 ML1166;                    North         East     Units Scale Factor Converg.
 ML1166;SPC NE       -   137,800.860   517,852.541   MT  0.99968679   +0 08 26.9
 ML1166;SPC NE       -   452,101.65  1,698,987.88   sFT  0.99968679   +0 08 26.9
 ML1166;UTM  14      - 4,547,303.038   433,843.694   MT  0.99965386   -0 31 02.8
 ML1166
 ML1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1166!SPC NE       -   0.99987029  x   0.99968679  =   0.99955712
 ML1166!UTM  14      -   0.99987029  x   0.99965386  =   0.99952419
 ML1166
 ML1166:                Primary Azimuth Mark                     Grid Az
 ML1166:SPC NE       -  OCONTO AZ MK                             077 34 02.5
 ML1166:UTM  14      -  OCONTO AZ MK                             078 13 32.2
 ML1166
 ML1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3384347303(NAD 83)
 ML1166
 ML1166|---------------------------------------------------------------------|
 ML1166| PID    Reference Object                     Distance      Geod. Az  |
 ML1166|                                                           dddmmss.s |
 ML1166| CO1965 OCONTO RM 1                           8.452 METERS 01329     |
 ML1166| CO1964 OCONTO AZ MK                                       0774229.4 |
 ML1166| CO1966 OCONTO RM 2                           9.506 METERS 27604     |
 ML1166|---------------------------------------------------------------------|
 ML1166
 ML1166                          SUPERSEDED SURVEY CONTROL
 ML1166
 ML1166  NAD 83(1986)-  41 04 27.46067(N)    099 47 15.02563(W) AD(       ) 3
 ML1166  NAD 27      -  41 04 27.42800(N)    099 47 13.61200(W) AD(       ) 3
 ML1166
 ML1166.Superseded values are not recommended for survey control.
 ML1166
 ML1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1166.See file dsdata.pdf to determine how the superseded data were derived.
 ML1166
 ML1166_MARKER: DS = TRIANGULATION STATION DISK
 ML1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1166_STAMPING: OCONTO 1951
 ML1166_MARK LOGO: CGS
 ML1166_PROJECTION: FLUSH
 ML1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1166+STABILITY: SURFACE MOTION
 ML1166
 ML1166  HISTORY     - Date     Condition        Report By
 ML1166  HISTORY     - 1951     MONUMENTED       CGS
 ML1166
 ML1166                          STATION DESCRIPTION
 ML1166
 ML1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1166'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF LOMAX AND 5
 ML1166'MILES SOUTH-SOUTHWEST OF OCONTO.  IT IS ON THE HIGHEST POINT
 ML1166'OF A GRASS COVERED HILL, ABOUT 0.2 MILE WEST OF MR. ERNST
 ML1166'ACHTERBERGS HOUSE.  IT IS STAMPED OCONTO 1951 AND IS SET
 ML1166'FLUSH.
 ML1166'
 ML1166'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 ML1166'IT IS STAMPED OCONTO NO 1 1951 AND IS SET FLUSH.
 ML1166'
 ML1166'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 ML1166'IT IS STAMPED OCONTO NO 2 1951 AND IS SET FLUSH.
 ML1166'
 ML1166'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1166'NO. 2 IS 44.3 FEET.
 ML1166'
 ML1166'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE, 41
 ML1166'FEET NORTHWEST OF THE CENTER OF A CROSSROAD INTERSECTION,
 ML1166'2.5 FEET SOUTHWEST OF A POWERLINE POLE AND 2 FEET WEST OF
 ML1166'A WITNESS POST.  IT IS STAMPED OCONTO 1951 AND PROJECTS 6
 ML1166'INCHES.
 ML1166'
 ML1166'TO REACH THE STATION FROM THE POST OFFICE IN OCONTO, GO NORTH
 ML1166'TO THE FIRST CROSS STREET, TURN RIGHT AND GO EAST ON A GRAVELED
 ML1166'STREET FOR 0.2 MILE TO STATE HIGHWAY 21.  TURN RIGHT AND GO SOUTH
 ML1166'ON STATE HIGHWAY 21 FOR 0.3 MILE TO STATE HIGHWAY 40, CONTINUE
 ML1166'SOUTHERLY ON STATE HIGHWAY 21 FOR 4.7 MILES TO A REVERSE Y.  TURN
 ML1166'SHARP RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.2 MILE TO A
 ML1166'SCHOOLHOUSE ON THE RIGHT, TURN LEFT, AND GO WEST ON A DIRT ROAD FOR
 ML1166'1.0 TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 ML1166'ANGLE AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO A
 ML1166'DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH 0.1 MILE TO
 ML1166'MR. ACHTERBERGS HOUSE AND A WIRE GATE JUST SOUTH OF A
 ML1166'WINDMILL.  PASS THROUGH THE GATE AND CONTINUE SOUTH ALONG
 ML1166'THE WEST SIDE OF A FENCE FOR 0.1 MILE, TURN RIGHT AND GO
 ML1166'WEST AND NORTHWEST THROUGH THE PASTURE FOR 0.3 MILE TO
 ML1166'THE HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1164 ***********************************************************************
 ML1164  DESIGNATION -  OCONTO MUNICIPAL TANK
 ML1164  PID         -  ML1164
 ML1164  STATE/COUNTY-  NE/CUSTER
 ML1164  COUNTRY     -  US
 ML1164  USGS QUAD   -  OCONTO (2017)
 ML1164
 ML1164                         *CURRENT SURVEY CONTROL
 ML1164  ______________________________________________________________________
 ML1164* NAD 83(1995) POSITION- 41 08 33.56236(N) 099 45 49.77210(W)   ADJUSTED
 ML1164  ______________________________________________________________________
 ML1164  GEOID HEIGHT    -        -23.087 (meters)                     GEOID18
 ML1164  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 ML1164  HORZ ORDER      -  THIRD
 ML1164
 ML1164.The horizontal coordinates were established by classical geodetic methods
 ML1164.and adjusted by the National Geodetic Survey in August 1997.
 ML1164
 ML1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1164.GEOID18 height accuracy estimate available here.
 ML1164
 ML1164.Click photographs - Photos may exist for this station.
 ML1164
 ML1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1164
 ML1164. The following values were computed from the NAD 83(1995) position.
 ML1164
 ML1164;                    North         East     Units Scale Factor Converg.
 ML1164;SPC NE       -   145,395.763   519,821.276   MT  0.99967857   +0 09 23.4
 ML1164;SPC NE       -   477,019.27  1,705,446.97   sFT  0.99967857   +0 09 23.4
 ML1164;UTM  14      - 4,554,874.577   435,899.545   MT  0.99965057   -0 30 09.2
 ML1164
 ML1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3589954874(NAD 83)
 ML1164
 ML1164                          SUPERSEDED SURVEY CONTROL
 ML1164
 ML1164  NAD 83(1986)-  41 08 33.56902(N)    099 45 49.77717(W) AD(       ) 3
 ML1164  NAD 27      -  41 08 33.54000(N)    099 45 48.37000(W) AD(       ) 3
 ML1164
 ML1164.Superseded values are not recommended for survey control.
 ML1164
 ML1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1164.See file dsdata.pdf to determine how the superseded data were derived.
 ML1164
 ML1164_MARKER: 53 = ELEVATED TANK
 ML1164_MARK LOGO: CGS
 ML1164
 ML1164  HISTORY     - Date     Condition        Report By
 ML1164  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1164  HISTORY     - 1951     GOOD             CGS
 ML1164  HISTORY     - 19820810 GOOD             NGS
 ML1164
 ML1164                          STATION DESCRIPTION
 ML1164
 ML1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1164'THE STATION IS LOCATED IN THE NORTHWEST PART OF OCONTO, 0.15
 ML1164'MILE NORTH OF THE POST OFFICE, 141 FEET NORTH OF THE CENTER
 ML1164'OF AN EAST-WEST STREET, 120 FEET WEST OF THE CENTER OF A
 ML1164'NORTH-SOUTH STREET AND 33 FEET NORTHWEST OF THE NORTHWEST
 ML1164'CORNER OF A WHITE BUILDING.  (CITY FIRE DEPARTMENT).
 ML1164'
 ML1164'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 ML1164'OVERALL HEIGHT IS 110 FEET.
 ML1164'
 ML1164'THE POINT OBSERVED UPON WAS A BALL AT THE APEX OF THE TANK.
 ML1164
 ML1164                          STATION RECOVERY (1951)
 ML1164
 ML1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1164'RECOVERED IN GOOD CONDITION.
 ML1164
 ML1164                          STATION RECOVERY (1982)
 ML1164
 ML1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ML1164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1059 ***********************************************************************
 LG1059  DESIGNATION -  ODELL
 LG1059  PID         -  LG1059
 LG1059  STATE/COUNTY-  NE/GAGE
 LG1059  COUNTRY     -  US
 LG1059  USGS QUAD   -  WYMORE (2017)
 LG1059
 LG1059                         *CURRENT SURVEY CONTROL
 LG1059  ______________________________________________________________________
 LG1059* NAD 83(1995) POSITION- 40 02 41.67382(N) 096 44 00.36497(W)   ADJUSTED
 LG1059* NAVD 88 ORTHO HEIGHT -   437.    (meters)     1434.    (feet) SCALED
 LG1059  ______________________________________________________________________
 LG1059  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 LG1059  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LG1059  HORZ ORDER      -  FIRST
 LG1059
 LG1059.The horizontal coordinates were established by classical geodetic methods
 LG1059.and adjusted by the National Geodetic Survey in August 1997.
 LG1059
 LG1059.The orthometric height was scaled from a topographic map.
 LG1059
 LG1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1059.GEOID18 height accuracy estimate available here.
 LG1059
 LG1059.Click photographs - Photos may exist for this station.
 LG1059
 LG1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1059
 LG1059. The following values were computed from the NAD 83(1995) position.
 LG1059
 LG1059;                    North         East     Units Scale Factor Converg.
 LG1059;SPC NE       -    28,758.036   778,689.896   MT  0.99998001   +2 09 53.1
 LG1059;SPC NE       -    94,350.32  2,554,751.77   sFT  0.99998001   +2 09 53.1
 LG1059;UTM  14      - 4,435,203.064   693,355.311   MT  1.00006026   +1 27 31.4
 LG1059
 LG1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1059!SPC NE       -   0.99993573  x   0.99998001  =   0.99991574
 LG1059!UTM  14      -   0.99993573  x   1.00006026  =   0.99999598
 LG1059
 LG1059:                Primary Azimuth Mark                     Grid Az
 LG1059:SPC NE       -  ODELL AZ MK                              268 47 36.8
 LG1059:UTM  14      -  ODELL AZ MK                              269 29 58.5
 LG1059
 LG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9335535203(NAD 83)
 LG1059
 LG1059|---------------------------------------------------------------------|
 LG1059| PID    Reference Object                     Distance      Geod. Az  |
 LG1059|                                                           dddmmss.s |
 LG1059| LG1069 WYMORE MUNICIPAL TANK               APPROX.10.9 KM 0324257.0 |
 LG1059| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 8.1 KM 1263315.5 |
 LG1059| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX. 6.6 KM 1921208.6 |
 LG1059| CL8013 ODELL RM 1                           33.876 METERS 21058     |
 LG1059| CL8012 ODELL AZ MK                                        2705729.9 |
 LG1059| LG1075 ODELL MUNICIPAL TANK                APPROX. 6.2 KM 2800533.2 |
 LG1059| CL8014 ODELL RM 2                           18.184 METERS 34329     |
 LG1059|---------------------------------------------------------------------|
 LG1059
 LG1059                          SUPERSEDED SURVEY CONTROL
 LG1059
 LG1059  NAD 83(1986)-  40 02 41.67997(N)    096 44 00.36142(W) AD(       ) 1
 LG1059  NAD 27      -  40 02 41.66900(N)    096 43 59.27400(W) AD(       ) 1
 LG1059
 LG1059.Superseded values are not recommended for survey control.
 LG1059
 LG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1059.See file dsdata.pdf to determine how the superseded data were derived.
 LG1059
 LG1059_MARKER: DS = TRIANGULATION STATION DISK
 LG1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1059_STAMPING: ODELL 1947
 LG1059_MARK LOGO: CGS
 LG1059_PROJECTION: FLUSH
 LG1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1059+STABILITY: SURFACE MOTION
 LG1059
 LG1059  HISTORY     - Date     Condition        Report By
 LG1059  HISTORY     - 1947     MONUMENTED       CGS
 LG1059
 LG1059                          STATION DESCRIPTION
 LG1059
 LG1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1059'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF WYMORE, 4
 LG1059'MILES EAST-SOUTHEAST OF ODELL, 99.5 FEET SOUTH OF THE CENTER OF STATE
 LG1059'HIGHWAY NO. 3 S, 57 FEET SOUTH-SOUTHEAST OF THE CENTER OF A WIRE GATE,
 LG1059'AND 20 FEET WEST OF THE CENTER OF A DRIVEWAY.  IT IS SET FLUSH WITH
 LG1059'THE GROUND AND IS STAMPED ODELL 1947.
 LG1059'
 LG1059'REFERENCE MARK NO. 1 IS 1.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LG1059'A FARM BUILDING.  IT PROJECTS 8 INCHES AND IS STAMPED ODELL NO 1 1947.
 LG1059'
 LG1059'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LG1059'NO. 3 S, 1.6 FEET WEST OF A WITNESS POST, AND 0.6 FOOT SOUTH OF A WIRE
 LG1059'FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED ODELL NO 2 1947.
 LG1059'
 LG1059'AZIMUTH MARK IS 121 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A
 LG1059'CROSSROAD, WHICH IS THE JUNCTION OF STATE HIGHWAYS NO. 112 AND NO. 3
 LG1059'S, 88 FEET SOUTH OF A FENCE CORNER, 34 FEET EAST OF THE CENTER OF A
 LG1059'GRAVELED ROAD, 1.8 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A
 LG1059'WIRE FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED ODELL 1947.
 LG1059'
 LG1059'TO REACH THE STATION FROM ODELL, GO SOUTH 0.25 MILE TO STATE HIGHWAY
 LG1059'NO. 3 S, TURN LEFT, EAST, AND GO 3 MILES TO A CROSSROAD, AND AZIMUTH
 LG1059'MARK 121 FEET SOUTH AS DESCRIBED, CONTINUE EAST ON STATE HIGHWAY NO. 3
 LG1059'S FOR 0.7 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT MALICKY IS VISIBLE AT 4 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT LINE IS VISIBLE AT 4 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BAR IS VISIBLE AT 20 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BREMEN IS VISIBLE AT 4 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT HORSESHOE IS VISIBLE AT 15 FEET.
 LG1059'
 LG1059'A 47 FOOT SIGNAL AT LANHAM IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BILLS IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 15 FEET.
 LG1059'
 LG1059'A 4 FOOT SIGNAL AT ASH IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT WYMORE IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1075 ***********************************************************************
 LG1075  DESIGNATION -  ODELL MUNICIPAL TANK
 LG1075  PID         -  LG1075
 LG1075  STATE/COUNTY-  NE/GAGE
 LG1075  COUNTRY     -  US
 LG1075  USGS QUAD   -  ODELL (2017)
 LG1075
 LG1075                         *CURRENT SURVEY CONTROL
 LG1075  ______________________________________________________________________
 LG1075* NAD 83(1995) POSITION- 40 03 16.58781(N) 096 48 16.19594(W)   ADJUSTED
 LG1075  ______________________________________________________________________
 LG1075  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 LG1075  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 LG1075  HORZ ORDER      -  THIRD
 LG1075
 LG1075.The horizontal coordinates were established by classical geodetic methods
 LG1075.and adjusted by the National Geodetic Survey in August 1997.
 LG1075
 LG1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1075.GEOID18 height accuracy estimate available here.
 LG1075
 LG1075.Click photographs - Photos may exist for this station.
 LG1075
 LG1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1075
 LG1075. The following values were computed from the NAD 83(1995) position.
 LG1075
 LG1075;                    North         East     Units Scale Factor Converg.
 LG1075;SPC NE       -    29,607.560   772,589.996   MT  0.99997577   +2 07 03.5
 LG1075;SPC NE       -    97,137.47  2,534,739.01   sFT  0.99997577   +2 07 03.5
 LG1075;UTM  14      - 4,436,127.662   687,265.915   MT  1.00003173   +1 24 47.7
 LG1075
 LG1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8726536127(NAD 83)
 LG1075
 LG1075                          SUPERSEDED SURVEY CONTROL
 LG1075
 LG1075  NAD 83(1986)-  40 03 16.59396(N)    096 48 16.19267(W) AD(       ) 3
 LG1075  NAD 27      -  40 03 16.58300(N)    096 48 15.09800(W) AD(       ) 3
 LG1075
 LG1075.Superseded values are not recommended for survey control.
 LG1075
 LG1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1075.See file dsdata.pdf to determine how the superseded data were derived.
 LG1075
 LG1075_MARKER: 53 = ELEVATED TANK
 LG1075
 LG1075  HISTORY     - Date     Condition        Report By
 LG1075  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1075  HISTORY     - 20040806 GOOD             USPSQD
 LG1075
 LG1075                          STATION DESCRIPTION
 LG1075
 LG1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1075'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE TOWN OF
 LG1075'ODELL, 250 FEET WEST OF A STREET INTERSECTION AND 100 FEET NORTH
 LG1075'OF THE CENTER OF A GRAVELED STREET.  TANK PROPER HAS A BALL AT THE
 LG1075'APEX OF ITS CONE SHAPED ROOF.  IT IS SUPPORTED BY FOUR STEEL
 LG1075'TRUSWORK LEGS.  THE ENTIRE STRUCTURE IS PAINTED BLACK AND HAS
 LG1075'AN OVERALL HEIGHT OF ABOUT 125 FEET.
 LG1075'
 LG1075'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED UPON.
 LG1075
 LG1075                          STATION RECOVERY (2004)
 LG1075
 LG1075'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1075'STATION FOUND GOOD. THE GRAVELED ROAD IN THE 1947 DESCRIPTION IS NOW
 LG1075'PAVED AND IS W. LIND ST. THE TANK IS NORTH OF W. LIND STREET AND NORTH
 LG1075'OF N. JOHN STREET WHERE IT DEAD-ENDS AT W. LIND STREET. TANK IS IN THE
 LG1075'NORTHWEST CORNER OF THE INTERSECTION OF W. LIND ST. AND N. JOHN ST.
 LG1075'EXTENDED. THE ROOF AND BOWL OF TANK ARE AQUA, BOTTOM OF TANK AND 4
 LG1075'LEGS ARE SILVER. TANK BOWL HAS BLACK LETTERING ODELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1318 ***********************************************************************
 LH1318  DESIGNATION -  ODESSA
 LH1318  PID         -  LH1318
 LH1318  STATE/COUNTY-  NE/BUFFALO
 LH1318  COUNTRY     -  US
 LH1318  USGS QUAD   -  ALFALFA CENTER (2017)
 LH1318
 LH1318                         *CURRENT SURVEY CONTROL
 LH1318  ______________________________________________________________________
 LH1318* NAD 83(1995) POSITION- 40 43 28.06496(N) 099 14 15.16058(W)   ADJUSTED
 LH1318* NAVD 88 ORTHO HEIGHT -   721.79  (+/-2cm)     2368.1   (feet) VERTCON
 LH1318  ______________________________________________________________________
 LH1318  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 LH1318  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 LH1318  HORZ ORDER      -  SECOND
 LH1318  VERT ORDER      -  THIRD ? (See Below)
 LH1318
 LH1318.The horizontal coordinates were established by classical geodetic methods
 LH1318.and adjusted by the National Geodetic Survey in August 1997.
 LH1318
 LH1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1318
 LH1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1318.GEOID18 height accuracy estimate available here.
 LH1318
 LH1318.The vertical order pertains to the NGVD 29 superseded value.
 LH1318
 LH1318.Click photographs - Photos may exist for this station.
 LH1318
 LH1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1318
 LH1318. The following values were computed from the NAD 83(1995) position.
 LH1318
 LH1318;                    North         East     Units Scale Factor Converg.
 LH1318;SPC NE       -    99,224.593   564,398.842   MT  0.99975085   +0 30 19.0
 LH1318;SPC NE       -   325,539.35  1,851,698.53   sFT  0.99975085   +0 30 19.0
 LH1318;UTM  14      - 4,508,197.649   479,939.162   MT  0.99960495   -0 09 17.9
 LH1318
 LH1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1318!SPC NE       -   0.99989060  x   0.99975085  =   0.99964148
 LH1318!UTM  14      -   0.99989060  x   0.99960495  =   0.99949560
 LH1318
 LH1318:                Primary Azimuth Mark                     Grid Az
 LH1318:SPC NE       -  ODESSA AZ MK 2                           040 40 07.2
 LH1318:UTM  14      -  ODESSA AZ MK 2                           041 19 44.1
 LH1318
 LH1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7993908197(NAD 83)
 LH1318
 LH1318|---------------------------------------------------------------------|
 LH1318| PID    Reference Object                     Distance      Geod. Az  |
 LH1318|                                                           dddmmss.s |
 LH1318| CO1967 ODESSA AZ MK                                       0403246.3 |
 LH1318| CO1968 ODESSA AZ MK 2                                     0411026.2 |
 LH1318| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX.11.8 KM 0975210.8 |
 LH1318| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX. 9.7 KM 1014226.2 |
 LH1318| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX. 9.8 KM 1021247.0 |
 LH1318| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX.13.6 KM 1061937.5 |
 LH1318| CO1969 ODESSA RM 1                          18.145 METERS 18259     |
 LH1318| CO1970 ODESSA RM 2                          18.213 METERS 26649     |
 LH1318| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX. 7.7 KM 2923743.3 |
 LH1318|---------------------------------------------------------------------|
 LH1318
 LH1318                          SUPERSEDED SURVEY CONTROL
 LH1318
 LH1318  NAD 83(1986)-  40 43 28.07177(N)    099 14 15.16236(W) AD(       ) 2
 LH1318  NAD 27      -  40 43 28.03200(N)    099 14 13.82500(W) AD(       ) 2
 LH1318  NGVD 29             721.53   (m)         2367.2    (f) LEVELING    3  
 LH1318
 LH1318.Superseded values are not recommended for survey control.
 LH1318
 LH1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1318.See file dsdata.pdf to determine how the superseded data were derived.
 LH1318
 LH1318_MARKER: DS = TRIANGULATION STATION DISK
 LH1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1318_STAMPING: ODESSA 1950
 LH1318_MARK LOGO: CGS
 LH1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1318+STABILITY: SURFACE MOTION
 LH1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1318+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 LH1318
 LH1318  HISTORY     - Date     Condition        Report By
 LH1318  HISTORY     - 1950     MONUMENTED       CGS
 LH1318  HISTORY     - 1959     GOOD             CGS
 LH1318  HISTORY     - 1966     GOOD             CGS
 LH1318  HISTORY     - 20060118 GOOD             NEDR
 LH1318
 LH1318                          STATION DESCRIPTION
 LH1318
 LH1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1318'STATION IS LOCATED ABOUT 8-1/2 MILES WEST NORTHWEST OF KEARNEY
 LH1318'AND 2 MILES NORTHEAST OF ODESSA IN PASTURE LAND.  STATION IS
 LH1318'36 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND
 LH1318'11 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LH1318'THE DISK IS STAMPED ODESSA 1950.
 LH1318'
 LH1318'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE APPROXIMATE CENTERLINE
 LH1318'OF GRAVEL ROAD AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS
 LH1318'ABOUT 4 INCHES AND THE DISK IS STAMPED ODESSA NO 1 1950.
 LH1318'
 LH1318'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE APPROXIMATE CENTERLINE
 LH1318'OF GRAVEL ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4
 LH1318'INCHES AND THE DISK IS STAMPED ODESSA NO 2 1950.
 LH1318'
 LH1318'AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 LH1318'ROAD, 3 FEET WEST OF WITNESS POST AND 0.5 FOOT NORTH OF FENCE.
 LH1318'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ODESSA
 LH1318'1950.
 LH1318'
 LH1318'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 10
 LH1318'IN KEARNEY GO WEST ON U.S. HIGHWAY 30 FOR 8.1 MILES TO CROSSROADS.
 LH1318'TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.7 MILES TO STATION
 LH1318'ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 LH1318'0.3 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.15
 LH1318'MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF ROAD AS
 LH1318'DESCRIBED.
 LH1318'
 LH1318'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LH1318
 LH1318                          STATION RECOVERY (1959)
 LH1318
 LH1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1318'STATION RECOVERED AND ALL MARKS FOUND INTACT.  THE OLD ROAD
 LH1318'ADJACENT TO THE STATION HAS NOW BEEN CHANGED AND FOLLOWS THE
 LH1318'SECTION LINE HENCE THE STATION IS NOW IN A FENCED PASTURE AND
 LH1318'WEST OF THE PRESENT GRAVELLED COUNTY ROAD.
 LH1318'
 LH1318'REACHED FROM ODESSA BY GOING EAST ON HIGHWAY US 30 FOR ONE MILE
 LH1318'THENCE LEFT, NORTH FOR 1.7 MILES TO TOP OF HILL, THE STATION
 LH1318'IS ON THE WEST IN THE PASTURE APPROXIMATELY 250 FEET.
 LH1318'
 LH1318'12 FOOT STAND USED AT THIS DATE.
 LH1318
 LH1318                          STATION RECOVERY (1966)
 LH1318
 LH1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1318'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 LH1318'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LH1318'WAS IN THE WAY OF ROAD CONSTRUCTION AND WAS DESTROYED.
 LH1318'
 LH1318'A NEW AZIMUTH MARK WAS SET.
 LH1318'
 LH1318'FOLLOWING IS A NEW DESCRIPTION.
 LH1318'
 LH1318'TO REACH THE STATION FROM THE CROSSROAD IN ODESSA, GO EAST ON
 LH1318'U.S. HIGHWAY 30 FOR 1.0 MILES TO A CROSSROAD.  TURN LEFT AND
 LH1318'GO NORTH ON A GRAVELED ROAD FOR 1.7 MILES TO THE TOP OF HILL AND
 LH1318'THE STATION IS IN OPEN PASTURE LAND ABOUT 300 FEET WEST OF THE
 LH1318'GRAVELED ROAD.
 LH1318'
 LH1318'STATION MARK, A STANDARD DISK STAMPED ODESSA 1950, IS SET IN THE
 LH1318'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LH1318'85 FEET SOUTH OF AN EAST-WEST FENCE AND 36 FEET EAST OF THE CENTER
 LH1318'OF AN OLD ROAD BED.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 LH1318'
 LH1318'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ODESSA NO 1 1950,
 LH1318'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LH1318'INCHES.  IT IS 25 FEET EAST OF THE CENTER OF THE OLD ROAD BED.
 LH1318'
 LH1318'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ODESSA NO. 2 1950,
 LH1318'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LH1318'INCHES.  IT IS 88.5 FEET SOUTH OF THE EAST-WEST FENCE AND 24
 LH1318'FEET WEST OF THE CENTER OF THE OLD ROAD BED.
 LH1318'
 LH1318'AZIMUTH MARK, A STANDARD DISK STAMPED ODESSA 1950 AZ.2 1966, IS
 LH1318'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LH1318'IT IS 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 13 FEET
 LH1318'EAST OF THE CENTER OF A WIRE GATE, 2 FEET EAST OF THE EAST
 LH1318'GATE POST FOR THE WIRE GATE, 1.5 FEET WEST OF A METAL WITNESS
 LH1318'POST, AND 1 FOOT SOUTH OF A FENCE.
 LH1318'
 LH1318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LH1318'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 LH1318'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO TOP OF
 LH1318'HILL, A WIRE GATE AND THE MARK ON THE LEFT.
 LH1318'
 LH1318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 LH1318'NORTHEAST OF ODESSA
 LH1318
 LH1318                          STATION RECOVERY (2006)
 LH1318
 LH1318'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LH1318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4108 ***********************************************************************
 AB4108  CBN         -  This is a Cooperative Base Network Control Station.
 AB4108  PACS        -  This is a Primary Airport Control Station.
 AB4108  DESIGNATION -  ODX A
 AB4108  PID         -  AB4108
 AB4108  STATE/COUNTY-  NE/VALLEY
 AB4108  COUNTRY     -  US
 AB4108  USGS QUAD   -  ORD (2017)
 AB4108
 AB4108                         *CURRENT SURVEY CONTROL
 AB4108  ______________________________________________________________________
 AB4108* NAD 83(2011) POSITION- 41 37 24.67786(N) 098 57 02.39742(W)   ADJUSTED
 AB4108* NAD 83(2011) ELLIP HT-   603.802 (meters)        (06/27/12)   ADJUSTED
 AB4108* NAD 83(2011) EPOCH   -  2010.00
 AB4108* NAVD 88 ORTHO HEIGHT -   627.62  (meters)     2059.1   (feet) GPS OBS
 AB4108  ______________________________________________________________________
 AB4108  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB4108  GEOID HEIGHT    -        -23.781 (meters)                     GEOID99
 AB4108  GEOID HEIGHT    -        -23.902 (meters)                     GEOID18
 AB4108  NAD 83(2011) X  -   -742,964.462 (meters)                     COMP
 AB4108  NAD 83(2011) Y  - -4,717,177.200 (meters)                     COMP
 AB4108  NAD 83(2011) Z  -  4,214,838.367 (meters)                     COMP
 AB4108  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 AB4108
 AB4108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4108  Standards:
 AB4108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4108  -------------------------------------------------------------------
 AB4108  NETWORK    0.44   1.14           0.21   0.13   0.58     -0.00911313
 AB4108  -------------------------------------------------------------------
 AB4108  Click here for local accuracies and other accuracy information.
 AB4108
 AB4108.This mark is at Evelyn Sharp Field Airport (ODX)
 AB4108
 AB4108.The horizontal coordinates were established by GPS observations
 AB4108.and adjusted by the National Geodetic Survey in June 2012.
 AB4108
 AB4108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4108.been affixed to the stable North American tectonic plate. See 
 AB4108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4108
 AB4108.The horizontal coordinates are valid at the epoch date displayed above
 AB4108.which is a decimal equivalence of Year/Month/Day.
 AB4108
 AB4108.The orthometric height was determined by GPS observations and a
 AB4108.high-resolution geoid model.
 AB4108
 AB4108.GPS derived orthometric heights for airport stations designated as
 AB4108.PACS or SACS are published to 2 decimal places.  This maintains
 AB4108.centimeter relative accuracy between the PACS and SACS.  It does
 AB4108.not indicate centimeter accuracy relative to other marks which are
 AB4108.part of the published vertical control network.
 AB4108
 AB4108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4108.GEOID18 height accuracy estimate available here.
 AB4108
 AB4108.Click photographs - Photos may exist for this station.
 AB4108
 AB4108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4108
 AB4108.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4108
 AB4108.The ellipsoidal height was determined by GPS observations
 AB4108.and is referenced to NAD 83.
 AB4108
 AB4108. The following values were computed from the NAD 83(2011) position.
 AB4108
 AB4108;                    North         East     Units Scale Factor Converg.
 AB4108;SPC NE       -   199,286.773   587,416.867   MT  0.99966070   +0 41 43.4
 AB4108;SPC NE       -   653,826.69  1,927,216.84   sFT  0.99966070   +0 41 43.4
 AB4108;UTM  14      - 4,607,978.812   504,109.723   MT  0.99960021   +0 01 58.0
 AB4108
 AB4108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4108!SPC NE       -   0.99990530  x   0.99966070  =   0.99956604
 AB4108!UTM  14      -   0.99990530  x   0.99960021  =   0.99950555
 AB4108
 AB4108:                Primary Azimuth Mark                     Grid Az
 AB4108:SPC NE       -  ODX B                                    135 44 13.6
 AB4108:UTM  14      -  ODX B                                    136 23 59.0
 AB4108
 AB4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0410907978(NAD 83)
 AB4108
 AB4108|---------------------------------------------------------------------|
 AB4108| PID    Reference Object                     Distance      Geod. Az  |
 AB4108|                                                           dddmmss.s |
 AB4108| ML0510 F 328                               182.016 METERS 10948     |
 AB4108| AB4171 ODX B                               APPROX. 0.5 KM 1362557.0 |
 AB4108|---------------------------------------------------------------------|
 AB4108
 AB4108                          SUPERSEDED SURVEY CONTROL
 AB4108
 AB4108  NAD 83(2007)-  41 37 24.67780(N)    098 57 02.39811(W) AD(2002.00) 0
 AB4108  ELLIP H (02/10/07)  603.829  (m)                       GP(2002.00)    
 AB4108  ELLIP H (07/10/01)  603.786  (m)                       GP(       ) 4 1
 AB4108  NAD 83(1995)-  41 37 24.67765(N)    098 57 02.39772(W) AD(       ) B
 AB4108  ELLIP H (06/25/96)  603.853  (m)                       GP(       ) 1 1
 AB4108  NAVD 88 (06/25/96)  627.70   (m)  GEOID93  model used  GPS OBS        
 AB4108
 AB4108.Superseded values are not recommended for survey control.
 AB4108
 AB4108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4108.See file dsdata.pdf to determine how the superseded data were derived.
 AB4108
 AB4108_MARKER: F = FLANGE-ENCASED ROD
 AB4108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4108_STAMPING: ODX A 1995
 AB4108_MARK LOGO: NGS
 AB4108_PROJECTION: RECESSED 11 CENTIMETERS
 AB4108_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4108+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 AB4108_ROD/PIPE-DEPTH: 11.1 meters
 AB4108_SLEEVE-DEPTH  : 1.0 meters
 AB4108
 AB4108  HISTORY     - Date     Condition        Report By
 AB4108  HISTORY     - 1995     MONUMENTED       NGS
 AB4108  HISTORY     - 19970530 GOOD             NGS
 AB4108  HISTORY     - 20000613 GOOD             NEDR
 AB4108  HISTORY     - 20100819 GOOD             JEOCON
 AB4108  HISTORY     - 20220919 GOOD             NEGS
 AB4108
 AB4108                          STATION DESCRIPTION
 AB4108
 AB4108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4108'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4108'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/EVELYN SHARP FIELD NEAR THE
 AB4108'JUNCTION OF RUNWAYS 13/31 (PAVED) AND 17/35 (TURF). OWNERSHIP--VALLEY
 AB4108'COUNTY AIRPORT AUTHORITY, 1411 M STREET, ORD NE 68862.  AIRPORT
 AB4108'MANAGER IS DAVE WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION
 AB4108'FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE
 AB4108'OF ORD, GO NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD
 AB4108'LEFT, TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI
 AB4108'(0.08 KM) TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO
 AB4108'SOUTHEAST, THEN SOUTHWEST AROUND A QUONSET TYPE HANGAR ON A DIRT THEN
 AB4108'PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE
 AB4108'RIGHT, BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM)
 AB4108'TO A CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY
 AB4108'FOR 150 FT (45.7 M) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE
 AB4108'RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT NEAR A DAYLIGHT
 AB4108'MARKER PANEL JUST AFTER CROSSING THE TURF RUNWAY 17/35.  THE STATION
 AB4108'IS 150.2 FT (45.8 M) NORTHEAST OF THE PAVED RUNWAY CENTER, 150.0 FT
 AB4108'(45.7 M) WEST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY, 112.1 FT
 AB4108'(34.2 M) NORTH-NORTHEAST OF A RUNWAY LIGHT (14) AND 5.2 FT (1.6 M)
 AB4108'SOUTH OF THE SOUTH END OF A MARKER PANEL WITH WITNESS POST.
 AB4108'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4108'AIRPORT CONTROL STATION.
 AB4108
 AB4108                          STATION RECOVERY (1997)
 AB4108
 AB4108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4108'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4108'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/ELELYN SHARP FIELD NEAR THE
 AB4108'JUNCTION OF RUNWAYS 13/31 (PAVED) AND 17/35 (TURF) . OWNERSHIP--VALLEY
 AB4108'COUNTY AIRPORT AUTHORITY, 1411  M  STREET, ORD, NE 68862.  AIRPORT
 AB4108'MANAGER IS DAVE WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION
 AB4108'FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE
 AB4108'OF ORD, GO NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD
 AB4108'LEFT, TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI
 AB4108'(0.08 KM) TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO
 AB4108'SOUTHEAST, THEN SOUTHWEST AROUND A QUONSET TYPE HANGER ON A DIRT THEN
 AB4108'PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE
 AB4108'RIGHT, BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM)
 AB4108'TO A CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY
 AB4108'FOR 150 FT (45.7 M) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE
 AB4108'RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT NEAR A DAYLIGHT
 AB4108'MARKER PANEL JUST AFTER CROSSING THE TURF RUNWAY 17/35.  THE STATION
 AB4108'IS 150.2 FT (45.8 M) NORTHEAST OF THE PAVED RUNWAY CENTER, 150.0 FT
 AB4108'(45.7 M) WEST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY, 112.1 FT
 AB4108'(34.2 M) NORTH NORTHEAST OF A RUNWAY LIGHT (14) AND 5.2 FT (1.6 M)
 AB4108'SOUTH OF THE SOUTH END OF A MARKER PANEL WITH WITNESS POST.  THIS
 AB4108'STATION HAS BEEN SELECTED AS THIS AIRPORTS PRIMARY AIRPORT CONTROL
 AB4108'STATION (PACS) .
 AB4108
 AB4108                          STATION RECOVERY (2000)
 AB4108
 AB4108'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4108'RECOVERED AS DESCRIBED.
 AB4108
 AB4108                          STATION RECOVERY (2010)
 AB4108
 AB4108'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 AB4108'RECOVERED IN GOOD CONDITION.
 AB4108
 AB4108                          STATION RECOVERY (2022)
 AB4108
 AB4108'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (MH)
 AB4108'THE MARK (ODX A) IS LOCATED AT THE AIRPORT IN ORDNANCE, NE.
 AB4108'
 AB4108'TO REACH THE AIRPORT, GO NORTH ON NE. HIGHWAY 11 APPROXIMATELY 1.45 MI
 AB4108'(2.33 KM) FROM THE WEST JUNCTION OF NE. HIGHWAY 11 AND NE. HIGHWAY 70.
 AB4108'THE MARK IS 4.62 FT (1.4 M) SOUTH OF AN ORANGE NATIONAL GEODETIC
 AB4108'SURVEY WITNESS POST, 155.8 FT (47.5 M) NORTHEAST OF THE CENTERLINE OF
 AB4108'THE MAIN RUNWAY, 181.6 FT (55.4 M) NORTH OF A RUNWAY LIGHT, 122.6 FT
 AB4108'(37.4 M) EAST-NORTHEAST OF A RUNWAY LIGHT AND APPROXIMATELY 585 FT
 AB4108'(178.3 M) NORTHWEST OF THE CENTERLINE OF THE CONNECTING TAXIWAY ON THE
 AB4108'NORTHWEST CORNER OF THE PARKING RAMP.  THE LOGA CAP IS FLUSH WITH THE
 AB4108'GROUND LEVEL AND THE STEEL ROD IS APPROXIMATELY 0.35 FT (11 CM) BELOW
 AB4108'THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4171 ***********************************************************************
 AB4171  SACS        -  This is a Secondary Airport Control Station.
 AB4171  DESIGNATION -  ODX B
 AB4171  PID         -  AB4171
 AB4171  STATE/COUNTY-  NE/VALLEY
 AB4171  COUNTRY     -  US
 AB4171  USGS QUAD   -  ORD (2017)
 AB4171
 AB4171                         *CURRENT SURVEY CONTROL
 AB4171  ______________________________________________________________________
 AB4171* NAD 83(2011) POSITION- 41 37 12.15480(N) 098 56 46.52319(W)   ADJUSTED
 AB4171* NAD 83(2011) ELLIP HT-   602.915 (meters)        (06/27/12)   ADJUSTED
 AB4171* NAD 83(2011) EPOCH   -  2010.00
 AB4171* NAVD 88 ORTHO HEIGHT -   626.81  (meters)     2056.5   (feet) GPS OBS
 AB4171  ______________________________________________________________________
 AB4171  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4171  GEOID HEIGHT    -        -23.809 (meters)                     GEOID96
 AB4171  GEOID HEIGHT    -        -23.906 (meters)                     GEOID18
 AB4171  NAD 83(2011) X  -   -742,641.231 (meters)                     COMP
 AB4171  NAD 83(2011) Y  - -4,717,487.234 (meters)                     COMP
 AB4171  NAD 83(2011) Z  -  4,214,548.931 (meters)                     COMP
 AB4171  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 AB4171
 AB4171  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4171  Standards:
 AB4171         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4171            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4171  -------------------------------------------------------------------
 AB4171  NETWORK    0.46   1.14           0.22   0.14   0.58      0.00228298
 AB4171  -------------------------------------------------------------------
 AB4171  Click here for local accuracies and other accuracy information.
 AB4171
 AB4171.This mark is at Evelyn Sharp Field Airport (ODX)
 AB4171
 AB4171.The horizontal coordinates were established by GPS observations
 AB4171.and adjusted by the National Geodetic Survey in June 2012.
 AB4171
 AB4171.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4171.been affixed to the stable North American tectonic plate. See 
 AB4171.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4171
 AB4171.The horizontal coordinates are valid at the epoch date displayed above
 AB4171.which is a decimal equivalence of Year/Month/Day.
 AB4171
 AB4171.The orthometric height was determined by GPS observations and a
 AB4171.high-resolution geoid model.
 AB4171
 AB4171.GPS derived orthometric heights for airport stations designated as
 AB4171.PACS or SACS are published to 2 decimal places.  This maintains
 AB4171.centimeter relative accuracy between the PACS and SACS.  It does
 AB4171.not indicate centimeter accuracy relative to other marks which are
 AB4171.part of the published vertical control network.
 AB4171
 AB4171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4171.GEOID18 height accuracy estimate available here.
 AB4171
 AB4171.Click photographs - Photos may exist for this station.
 AB4171
 AB4171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4171
 AB4171.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4171
 AB4171.The ellipsoidal height was determined by GPS observations
 AB4171.and is referenced to NAD 83.
 AB4171
 AB4171. The following values were computed from the NAD 83(2011) position.
 AB4171
 AB4171;                    North         East     Units Scale Factor Converg.
 AB4171;SPC NE       -   198,905.043   587,788.899   MT  0.99966057   +0 41 53.9
 AB4171;SPC NE       -   652,574.30  1,928,437.41   sFT  0.99966057   +0 41 53.9
 AB4171;UTM  14      - 4,607,592.829   504,477.293   MT  0.99960025   +0 02 08.5
 AB4171
 AB4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4171!SPC NE       -   0.99990544  x   0.99966057  =   0.99956604
 AB4171!UTM  14      -   0.99990544  x   0.99960025  =   0.99950573
 AB4171
 AB4171:                Primary Azimuth Mark                     Grid Az
 AB4171:SPC NE       -  ODX A                                    315 44 13.6
 AB4171:UTM  14      -  ODX A                                    316 23 59.0
 AB4171
 AB4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0447707592(NAD 83)
 AB4171
 AB4171|---------------------------------------------------------------------|
 AB4171| PID    Reference Object                     Distance      Geod. Az  |
 AB4171|                                                           dddmmss.s |
 AB4171| AB4108 ODX A                               APPROX. 0.5 KM 3162607.5 |
 AB4171|---------------------------------------------------------------------|
 AB4171
 AB4171                          SUPERSEDED SURVEY CONTROL
 AB4171
 AB4171  NAD 83(2007)-  41 37 12.15474(N)    098 56 46.52388(W) AD(2002.00) 0
 AB4171  ELLIP H (02/10/07)  602.941  (m)                       GP(2002.00)    
 AB4171  ELLIP H (01/09/02)  602.898  (m)                       GP(       ) 4 2
 AB4171  NAD 83(1995)-  41 37 12.15459(N)    098 56 46.52349(W) AD(       ) 1
 AB4171  ELLIP H (09/17/98)  602.965  (m)                       GP(       ) 4 2
 AB4171
 AB4171.Superseded values are not recommended for survey control.
 AB4171
 AB4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4171.See file dsdata.pdf to determine how the superseded data were derived.
 AB4171
 AB4171_MARKER: I = METAL ROD
 AB4171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4171_STAMPING: ODX B 1995
 AB4171_MARK LOGO: NGS
 AB4171_PROJECTION: FLUSH
 AB4171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4171+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1997
 AB4171_ROD/PIPE-DEPTH: 9.5 meters
 AB4171_SLEEVE-DEPTH  : 1.0 meters
 AB4171
 AB4171  HISTORY     - Date     Condition        Report By
 AB4171  HISTORY     - 1995     MONUMENTED       NGS
 AB4171  HISTORY     - 19970530 GOOD             NGS
 AB4171  HISTORY     - 20221018 MARK NOT FOUND   NEGS
 AB4171
 AB4171                          STATION DESCRIPTION
 AB4171
 AB4171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4171'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4171'MI (2.4 KM) NORTHWEST OF ORD, AT THE ORD/ELELYN SHARP FIELD NEAR THE
 AB4171'APPROACH END OF RUNWAY 31.  OWNERSHIP--VALLEY COUNTY AIRPORT
 AB4171'AUTHORITY, 1411 M (4629.3 FT) STREET, ORD NE 68862.  AIRPORT MANAGER
 AB4171'IS DAVE WILLIAMS, PHONE (308) 728-3913.  TO REACH THE STATION FROM THE
 AB4171'JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE OF ORD, GO
 AB4171'NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD LEFT, TURN
 AB4171'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO
 AB4171'A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST,
 AB4171'THEN SOUTHWEST AROUND A QUONSET HANGAR ON A DIRT THEN PAVED
 AB4171'ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE RIGHT,
 AB4171'BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4171'CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR
 AB4171'150 FT (45.7 M) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE
 AB4171'RUNWAY FOR 0.2 MI (0.3 KM) TO THE PAVEMENT END AND THE STATION ON THE
 AB4171'LEFT, IN LINE WITH THE THRESHOLD LIGHTS.  THE STATION IS 137.4 FT
 AB4171'(41.9 M) NORTHEAST OF THE RUNWAY CENTER AT THE PAVEMENT END, 97.2 FT
 AB4171'(29.6 M) NORTHEAST OF THE MOST NORTHEASTERLY OF 8 THRESHOLD LIGHTS
 AB4171'(71), 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST AND 1.5 FT (0.5 M)
 AB4171'SOUTHEAST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4171
 AB4171                          STATION RECOVERY (1997)
 AB4171
 AB4171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4171'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4171'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/ELELYN SHARP FIELD NEAR THE
 AB4171'APPROACH END OF RUNWAY 31.  OWNERSHIP--VALLEY COUNTY AIRPORT
 AB4171'AUTHORITY, 1411  M  STREET, ORD, NE 68862.  AIRPORT MANAGER IS DAVE
 AB4171'WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION FROM THE JUNCTION
 AB4171'OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE OF ORD, GO NORTH ON
 AB4171'STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD LEFT, TURN LEFT AND
 AB4171'GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE
 AB4171'ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST, THEN
 AB4171'SOUTHWEST AROUND A QUONSET TYPE HANGER ON A DIRT THEN PAVED
 AB4171'ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE RIGHT,
 AB4171'BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4171'CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR
 AB4171'150 FT (45.7 M) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE
 AB4171'RUNWAY FOR 0.2 MI (0.3 KM) TO THE PAVEMENT END AND THE STATION ON THE
 AB4171'LEFT AND INLINE WITH THE THREASHOLD LIGHTS.  THE STATION IS 137.4 FT
 AB4171'(41.9 M) NORTHEAST OF THE RUNWAY CENTER AT THE PAVEMENT END, 97.2 FT
 AB4171'(29.6 M) NORTHEAST OF THE MOST NORTHEASTERLY OF 8 THREASHOLD LIGHTS
 AB4171'(71) , 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST AND 1.5 FT (0.5 M)
 AB4171'SOUTHEAST OF A WITNESS POST.  THIS STATION HAS BEEN SELECTED AS THIS
 AB4171'AIRPORTS SECONDARY AIRPORT CONTROL STATION (SACS) .
 AB4171
 AB4171                          STATION RECOVERY (2022)
 AB4171
 AB4171'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JH)
 AB4171'WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0309 ***********************************************************************
 LG0309  DESIGNATION -  OFFICIAL MILESTONE
 LG0309  PID         -  LG0309
 LG0309  STATE/COUNTY-  NE/LANCASTER
 LG0309  COUNTRY     -  US
 LG0309  USGS QUAD   -  LINCOLN (2017)
 LG0309
 LG0309                         *CURRENT SURVEY CONTROL
 LG0309  ______________________________________________________________________
 LG0309* NAD 83(1986) POSITION- 40 48 49.77   (N) 096 42 26.04   (W)   HD_HELD1
 LG0309* NAVD 88 ORTHO HEIGHT -   359.890 (meters)     1180.74  (feet) ADJUSTED
 LG0309  ______________________________________________________________________
 LG0309  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 LG0309  DYNAMIC HEIGHT  -        359.731 (meters)     1180.22  (feet) COMP
 LG0309  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 LG0309
 LG0309  VERT ORDER      -  FIRST     CLASS II
 LG0309
 LG0309.The horizontal coordinates were determined by differentially corrected
 LG0309.hand held GPS observations or other comparable positioning techniques
 LG0309.and have an estimated accuracy of +/- 3 meters.
 LG0309
 LG0309.The orthometric height was determined by differential leveling and
 LG0309.adjusted by the NATIONAL GEODETIC SURVEY
 LG0309.in June 1991.
 LG0309
 LG0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0309.GEOID18 height accuracy estimate available here.
 LG0309
 LG0309.Click photographs - Photos may exist for this station.
 LG0309
 LG0309.The dynamic height is computed by dividing the NAVD 88
 LG0309.geopotential number by the normal gravity value computed on the
 LG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0309.degrees latitude (g = 980.6199 gals.).
 LG0309
 LG0309.The modeled gravity was interpolated from observed gravity values.
 LG0309
 LG0309;                    North         East    Units  Estimated Accuracy
 LG0309;SPC NE       -   114,149.9     777,673.7     MT  (+/- 3 meters HH1 GPS) 
 LG0309
 LG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9337420619(NAD 83)
 LG0309
 LG0309                          SUPERSEDED SURVEY CONTROL
 LG0309
 LG0309  NGVD 29 (??/??/92)  359.793  (m)         1180.42   (f) ADJ UNCH    1 2
 LG0309
 LG0309.Superseded values are not recommended for survey control.
 LG0309
 LG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0309.See file dsdata.pdf to determine how the superseded data were derived.
 LG0309
 LG0309_MARKER: DD = SURVEY DISK
 LG0309_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG0309_MARK LOGO: NE-079
 LG0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0309
 LG0309  HISTORY     - Date     Condition        Report By
 LG0309  HISTORY     - 1926     MONUMENTED       CGS
 LG0309  HISTORY     - 1940     GOOD             CGS
 LG0309  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0309  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0309
 LG0309                          STATION DESCRIPTION
 LG0309
 LG0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0309'AT LINCOLN.
 LG0309'AT LINCOLN, LANCASTER COUNTY, AT THE CITY HALL, AND 12 FEET
 LG0309'SOUTH OF THE SOUTH ENTRANCE.  A 12-INCH BRONZE DISK, SET IN
 LG0309'THE TOP OF A GRANITE BLOCK.
 LG0309
 LG0309                          STATION RECOVERY (1990)
 LG0309
 LG0309'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0309'MARK NOT FOUND.
 LG0309
 LG0309                          STATION RECOVERY (1991)
 LG0309
 LG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0309'THE DESCRIBED AREA IS NOW A SIDEWALK.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1227 ***********************************************************************
 MJ1227  DESIGNATION -  OFFUTT FIELD AIRWAY BCN 332
 MJ1227  PID         -  MJ1227
 MJ1227  STATE/COUNTY-  NE/SARPY
 MJ1227  COUNTRY     -  US
 MJ1227  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1227
 MJ1227                         *CURRENT SURVEY CONTROL
 MJ1227  ______________________________________________________________________
 MJ1227* NAD 83(1995) POSITION- 41 07 57.86996(N) 095 54 55.81101(W)   ADJUSTED
 MJ1227  ______________________________________________________________________
 MJ1227  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 MJ1227  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 MJ1227  HORZ ORDER      -  THIRD
 MJ1227
 MJ1227.The horizontal coordinates were established by classical geodetic methods
 MJ1227.and adjusted by the National Geodetic Survey in August 1997.
 MJ1227
 MJ1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1227.GEOID18 height accuracy estimate available here.
 MJ1227
 MJ1227.Click photographs - Photos may exist for this station.
 MJ1227
 MJ1227.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1227
 MJ1227. The following values were computed from the NAD 83(1995) position.
 MJ1227
 MJ1227;                    North         East     Units Scale Factor Converg.
 MJ1227;SPC NE       -   152,364.962   842,722.159   MT  0.99967967   +2 42 24.4
 MJ1227;SPC NE       -   499,884.05  2,764,830.95   sFT  0.99967967   +2 42 24.4
 MJ1227;UTM  15      - 4,557,590.416   255,279.912   MT  1.00033713   -1 55 07.6
 MJ1227
 MJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5527957590(NAD 83)
 MJ1227
 MJ1227                          SUPERSEDED SURVEY CONTROL
 MJ1227
 MJ1227  NAD 83(1986)-  41 07 57.87846(N)    095 54 55.80954(W) AD(       ) 3
 MJ1227  NAD 27      -  41 07 57.88200(N)    095 54 54.76000(W) AD(       ) 3
 MJ1227
 MJ1227.Superseded values are not recommended for survey control.
 MJ1227
 MJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1227.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1227
 MJ1227_MARKER: 22 = AIRWAY BEACON
 MJ1227
 MJ1227  HISTORY     - Date     Condition        Report By
 MJ1227  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1227  HISTORY     - 1959     GOOD             CGS
 MJ1227
 MJ1227                          STATION DESCRIPTION
 MJ1227
 MJ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1227'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF THE FORT
 MJ1227'CROOK AIRFIELD ON A HIGH HILL.  IT IS 12 FOOT SQUARE AT THE
 MJ1227'BASE AND IS ABOUT 50 FEET IN HEIGHT, THE TOWER IS PAINTED
 MJ1227'SILVER WITH RED BASE.
 MJ1227'
 MJ1227'TO REACH FROM THE POST OFFICE IN PLATTSMOUTH, GO WEST FOR
 MJ1227'0.1 MILE TO HIGHWAY 73 AND 75 AND TURN LEFT, GO NORTH ON
 MJ1227'HIGHWAY FOR 10.3 MILES, TURN EAST AND GO 0.4 MILE TO MAIN
 MJ1227'GATE OF 2ND AIR FORCE, CONTINUE EAST 0.1 MILE TO BRIDGE ON
 MJ1227'LEFT CROSS BRIDGE AND FOLLOW ROAD NORTHEAST UP HILL FOR 0.1
 MJ1227'MILE TO BEACON ON LEFT AS DESCRIBED.
 MJ1227'
 MJ1227'POINT INTERSECTED WAS THE BEACON LAMP.
 MJ1227
 MJ1227                          STATION RECOVERY (1959)
 MJ1227
 MJ1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1227'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF OFFUTT
 MJ1227'AIR FORCE BASE ON A HIGH HILL.  THE BEACON IS ATOP OF 50 FT.
 MJ1227'FOUR LEGGED STEEL TOWER PAINTED SILVER.
 MJ1227'
 MJ1227'TO REACH FROM THE POST OFFICE IN PLATTSMOUTH, GO WEST FOR
 MJ1227'0.1 MILE TO HIGHWAY 73 AND 75 AND TURN LEFT, GO NORTH ON
 MJ1227'HIGHWAY FOR 10.3 MILES, TURN EAST FOR 0.3 MILES TO MAIN GATE,
 MJ1227'PROCEED EASTERLY FOR 0.1 MILE ALONG MAIN DRIVE TO TRACK ROAD
 MJ1227'LEADING NORTHEAST TO TOP OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4116 ***********************************************************************
 AB4116  CBN         -  This is a Cooperative Base Network Control Station.
 AB4116  PACS        -  This is a Primary Airport Control Station.
 AB4116  DESIGNATION -  OGA A
 AB4116  PID         -  AB4116
 AB4116  STATE/COUNTY-  NE/KEITH
 AB4116  COUNTRY     -  US
 AB4116  USGS QUAD   -  BRULE SE (2017)
 AB4116
 AB4116                         *CURRENT SURVEY CONTROL
 AB4116  ______________________________________________________________________
 AB4116* NAD 83(2011) POSITION- 41 07 03.03562(N) 101 46 12.46279(W)   ADJUSTED
 AB4116* NAD 83(2011) ELLIP HT-   970.006 (meters)        (06/27/12)   ADJUSTED
 AB4116* NAD 83(2011) EPOCH   -  2010.00
 AB4116* NAVD 88 ORTHO HEIGHT -   990.89  (meters)     3250.9   (feet) RESET
 AB4116  ______________________________________________________________________
 AB4116  GEOID HEIGHT    -        -20.889 (meters)                     GEOID18
 AB4116  NAD 83(2011) X  -   -981,732.128 (meters)                     COMP
 AB4116  NAD 83(2011) Y  - -4,711,556.569 (meters)                     COMP
 AB4116  NAD 83(2011) Z  -  4,172,901.305 (meters)                     COMP
 AB4116  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 AB4116  VERT ORDER      -  THIRD
 AB4116
 AB4116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4116  Standards:
 AB4116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4116  -------------------------------------------------------------------
 AB4116  NETWORK    0.46   1.25           0.22   0.13   0.64     -0.03392752
 AB4116  -------------------------------------------------------------------
 AB4116  Click here for local accuracies and other accuracy information.
 AB4116
 AB4116.This mark is at Searle Field Airport (OGA)
 AB4116
 AB4116.The horizontal coordinates were established by GPS observations
 AB4116.and adjusted by the National Geodetic Survey in June 2012.
 AB4116
 AB4116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4116.been affixed to the stable North American tectonic plate. See 
 AB4116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4116
 AB4116.The horizontal coordinates are valid at the epoch date displayed above
 AB4116.which is a decimal equivalence of Year/Month/Day.
 AB4116
 AB4116.The orthometric height was computed from unverified reset data.
 AB4116
 AB4116.No vertical observational check was made to the station.
 AB4116
 AB4116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4116.GEOID18 height accuracy estimate available here.
 AB4116
 AB4116.Click photographs - Photos may exist for this station.
 AB4116
 AB4116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4116
 AB4116.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4116
 AB4116.The ellipsoidal height was determined by GPS observations
 AB4116.and is referenced to NAD 83.
 AB4116
 AB4116. The following values were computed from the NAD 83(2011) position.
 AB4116
 AB4116;                    North         East     Units Scale Factor Converg.
 AB4116;SPC NE       -   144,098.253   351,392.469   MT  0.99968143   -1 10 23.0
 AB4116;SPC NE       -   472,762.35  1,152,860.13   sFT  0.99968143   -1 10 23.0
 AB4116;UTM  14      - 4,555,500.605   267,429.796   MT  1.00026575   -1 49 20.9
 AB4116
 AB4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4116!SPC NE       -   0.99984787  x   0.99968143  =   0.99952935
 AB4116!UTM  14      -   0.99984787  x   1.00026575  =   1.00011358
 AB4116
 AB4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6742955500(NAD 83)
 AB4116
 AB4116                          SUPERSEDED SURVEY CONTROL
 AB4116
 AB4116  NAD 83(2007)-  41 07 03.03549(N)    101 46 12.46361(W) AD(2002.00) 0
 AB4116  ELLIP H (02/10/07)  970.031  (m)                       GP(2002.00)    
 AB4116  ELLIP H (09/24/01)  970.017  (m)                       GP(       ) 4 1
 AB4116  NAD 83(1995)-  41 07 03.03501(N)    101 46 12.46329(W) AD(       ) B
 AB4116  ELLIP H (06/25/96)  970.063  (m)                       GP(       ) 1 1
 AB4116  NAVD 88 (06/25/96)  990.95   (m)  GEOID93  model used  GPS OBS        
 AB4116
 AB4116.Superseded values are not recommended for survey control.
 AB4116
 AB4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4116.See file dsdata.pdf to determine how the superseded data were derived.
 AB4116
 AB4116_MARKER: F = FLANGE-ENCASED ROD
 AB4116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4116_STAMPING: OGA A 1995
 AB4116_MARK LOGO: NGS
 AB4116_PROJECTION: FLUSH
 AB4116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4116+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 AB4116_ROD/PIPE-DEPTH: 19.2 meters
 AB4116_SLEEVE-DEPTH  : 1 meters
 AB4116
 AB4116  HISTORY     - Date     Condition        Report By
 AB4116  HISTORY     - 1995     MONUMENTED       NGS
 AB4116  HISTORY     - 19970803 GOOD             NGS
 AB4116  HISTORY     - 20170830 GOOD             NEGS
 AB4116  HISTORY     - 20171211 GOOD             NEGS
 AB4116  HISTORY     - 20190604 GOOD             NEGS
 AB4116
 AB4116                          STATION DESCRIPTION
 AB4116
 AB4116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4116'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF BRULE,
 AB4116'2.4 MI (3.9 KM) WEST OF OGALLALA, AT THE OGALLALA/SEARLE FIELD AND
 AB4116'NEAR THE MIDPOINT OF RUNWAY 08/26.  OWNERSHIP--CITY OF OGALLALA, 411
 AB4116'EAST 2ND STREET, OGALLALA NE 69153.  AIRPORT MANAGER IS KARL
 AB4116'ELMSHAEUSER, PHONE (308) 284-4644.  TO REACH THE STATION FROM THE
 AB4116'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 61 IN OGALLALA, GO
 AB4116'WESTERLY ON U.S. HIGHWAY 30 FOR 1.8 MI (2.9 KM) TO THE ROAD FORK
 AB4116'RIGHT, BEAR RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI
 AB4116'(0.6 KM) TO A AIRPORT BEACON JUST AHEAD AND A GATE LEFT, TURN LEFT
 AB4116'PASS THROUGH GATE AND GO SOUTH ON A PAVED HANGAR APRON FOR 0.05 MI
 AB4116'(0.08 KM) TO THE SOUTH END OF A HANGAR, TURN RIGHT AND GO WEST ON A
 AB4116'APRON EDGE TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY FORK, BEAR LEFT
 AB4116'AND GO SOUTH ON A TAXIWAY 0.1 MI (0.2 KM) TO RUNWAY ENDS 31 AND 26,
 AB4116'TURN RIGHT AND GO WEST ON RUNWAY 08/26 FOR 0.4 MI (0.6 KM) TO THE
 AB4116'STATION ON THE LEFT JUST BEFORE REACHING THE ONLY SET OF CLEAR RUNWAY
 AB4116'LIGHTS.  THE STATION IS 127.6 FT (38.9 M) WEST-SOUTHWEST OF A RUNWAY
 AB4116'LIGHT (34), 109.5 FT (33.4 M) SOUTH OF THE RUNWAY CENTER, 106.0 FT
 AB4116'(32.3 M) SOUTHEAST OF A RUNWAY LIGHT (32), 18.0 FT (5.5 M) NORTH OF
 AB4116'THE APPROXIMATE EDGE OF A CULTIVATED FIELD, 1.1 FT (0.3 M) EAST OF A
 AB4116'WITNESS POST AND 1.1 FT (0.3 M) WEST OF A WITNESS POST.  NOTE--THIS
 AB4116'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 AB4116'CONTROL STATION.
 AB4116
 AB4116                          STATION RECOVERY (1997)
 AB4116
 AB4116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4116'RECOVERED AS DESCRIBED.
 AB4116
 AB4116                          STATION RECOVERY (2017)
 AB4116
 AB4116'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (DM)
 AB4116'MIKE CANDY IS AIRPORT ATTENDANT (308)-284-4447 FOUND GOOD
 AB4116
 AB4116                          STATION RECOVERY (2017)
 AB4116
 AB4116'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (LB)
 AB4116'RECOVERED IN GOOD CONDITION.
 AB4116
 AB4116                          STATION RECOVERY (2019)
 AB4116
 AB4116'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 AB4116'THE ORIGINAL STATION DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0220 ***********************************************************************
 MM0220  DESIGNATION -  OGALLALA
 MM0220  PID         -  MM0220
 MM0220  STATE/COUNTY-  NE/KEITH
 MM0220  COUNTRY     -  US
 MM0220  USGS QUAD   -  OGALLALA (2017)
 MM0220
 MM0220                         *CURRENT SURVEY CONTROL
 MM0220  ______________________________________________________________________
 MM0220* NAD 83(1986) POSITION- 41 07 42.     (N) 101 43 11.     (W)   SCALED
 MM0220* NAVD 88 ORTHO HEIGHT -   983.361 (meters)     3226.24  (feet) ADJUSTED
 MM0220  ______________________________________________________________________
 MM0220  GEOID HEIGHT    -        -20.930 (meters)                     GEOID18
 MM0220  DYNAMIC HEIGHT  -        982.754 (meters)     3224.25  (feet) COMP
 MM0220  MODELED GRAVITY -    979,972.5   (mgal)                       NAVD 88
 MM0220
 MM0220  VERT ORDER      -  FIRST     CLASS II
 MM0220
 MM0220.The horizontal coordinates were scaled from a map and have
 MM0220.an estimated accuracy of +/- 6 seconds.
 MM0220
 MM0220.The orthometric height was determined by differential leveling and
 MM0220.adjusted by the NATIONAL GEODETIC SURVEY
 MM0220.in June 1991.
 MM0220
 MM0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0220.GEOID18 height accuracy estimate available here.
 MM0220
 MM0220.Click photographs - Photos may exist for this station.
 MM0220
 MM0220.The dynamic height is computed by dividing the NAVD 88
 MM0220.geopotential number by the normal gravity value computed on the
 MM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0220.degrees latitude (g = 980.6199 gals.).
 MM0220
 MM0220.The modeled gravity was interpolated from observed gravity values.
 MM0220
 MM0220;                    North         East    Units  Estimated Accuracy
 MM0220;SPC NE       -   145,210.      355,650.      MT  (+/- 180 meters Scaled)
 MM0220
 MM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL716565(NAD 83)
 MM0220
 MM0220                          SUPERSEDED SURVEY CONTROL
 MM0220
 MM0220.No superseded survey control is available for this station.
 MM0220
 MM0220_MARKER: DB = BENCH MARK DISK
 MM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0220_STAMPING: OGALLALA 1933
 MM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0220+STABILITY: SURFACE MOTION
 MM0220
 MM0220  HISTORY     - Date     Condition        Report By
 MM0220  HISTORY     - 1933     MONUMENTED       CGS
 MM0220  HISTORY     - 1934     GOOD             CGS
 MM0220  HISTORY     - 19980710 MARK NOT FOUND   USPSQD
 MM0220
 MM0220                          STATION DESCRIPTION
 MM0220
 MM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0220'AT OGALLALA.
 MM0220'AT OGALLALA, KEITH COUNTY, NEBR. AT S.W. CORNER OF THE COURTHOUSE
 MM0220'YARD.  45 FEET NORTH OF CENTER LINE OF FIFTH STREET, AND 36 FEET
 MM0220'EAST OF CENTER LINE OF SPRUCE STREET.  12 FEET NORTH OF NORTH
 MM0220'EDGE OF NORTH SIDEWALK OF FIFTH STREET.  3 FEET EAST OF EAST
 MM0220'EDGE OF EAST SIDEWALK OF SPRUCE ST.  A STANDARD DISK SET IN
 MM0220'CEMENT POST.
 MM0220
 MM0220                          STATION RECOVERY (1998)
 MM0220
 MM0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0476 ***********************************************************************
 MM0476  DESIGNATION -  OGALLALA
 MM0476  PID         -  MM0476
 MM0476  STATE/COUNTY-  NE/KEITH
 MM0476  COUNTRY     -  US
 MM0476  USGS QUAD   -  OGALLALA (2017)
 MM0476
 MM0476                         *CURRENT SURVEY CONTROL
 MM0476  ______________________________________________________________________
 MM0476* NAD 83(1995) POSITION- 41 10 58.10877(N) 101 41 13.44090(W)   ADJUSTED
 MM0476* NAVD 88 ORTHO HEIGHT -  1093.0   (meters)     3586.    (feet) VERTCON
 MM0476  ______________________________________________________________________
 MM0476  GEOID HEIGHT    -        -20.879 (meters)                     GEOID18
 MM0476  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 MM0476  HORZ ORDER      -  FIRST
 MM0476
 MM0476.The horizontal coordinates were established by classical geodetic methods
 MM0476.and adjusted by the National Geodetic Survey in August 1997.
 MM0476
 MM0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0476
 MM0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0476.GEOID18 height accuracy estimate available here.
 MM0476
 MM0476.Click photographs - Photos may exist for this station.
 MM0476
 MM0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0476
 MM0476. The following values were computed from the NAD 83(1995) position.
 MM0476
 MM0476;                    North         East     Units Scale Factor Converg.
 MM0476;SPC NE       -   151,206.915   358,506.282   MT  0.99967440   -1 07 04.9
 MM0476;SPC NE       -   496,084.69  1,176,199.36   sFT  0.99967440   -1 07 04.9
 MM0476;UTM  14      - 4,562,532.004   274,627.971   MT  1.00022516   -1 46 12.3
 MM0476
 MM0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0476!SPC NE       -   0.99983185  x   0.99967440  =   0.99950631
 MM0476!UTM  14      -   0.99983185  x   1.00022516  =   1.00005698
 MM0476
 MM0476:                Primary Azimuth Mark                     Grid Az
 MM0476:SPC NE       -  OGALLALA RM 1 AZIMUTH                    130 22 47.5
 MM0476:UTM  14      -  OGALLALA RM 1 AZIMUTH                    131 01 54.9
 MM0476
 MM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7462762532(NAD 83)
 MM0476
 MM0476|---------------------------------------------------------------------|
 MM0476| PID    Reference Object                     Distance      Geod. Az  |
 MM0476|                                                           dddmmss.s |
 MM0476| CP7846 OGALLALA RM 1 AZIMUTH                              1291542.6 |
 MM0476| CP7847 OGALLALA RM 2                        22.623 METERS 15251     |
 MM0476| CP7848 OGALLALA RM 3                        10.790 METERS 33233     |
 MM0476|---------------------------------------------------------------------|
 MM0476
 MM0476                          SUPERSEDED SURVEY CONTROL
 MM0476
 MM0476  NAD 83(1986)-  41 10 58.11086(N)    101 41 13.44524(W) AD(       ) 1
 MM0476  NAD 27      -  41 10 58.14200(N)    101 41 11.81800(W) AD(       ) 1
 MM0476  NGVD 29 (07/19/86) 1092.6    (m)         3585.     (f) VERT ANG       
 MM0476
 MM0476.Superseded values are not recommended for survey control.
 MM0476
 MM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0476.See file dsdata.pdf to determine how the superseded data were derived.
 MM0476
 MM0476_MARKER: P = PIPE CAP
 MM0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0476_MARK LOGO: USGS
 MM0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0476
 MM0476  HISTORY     - Date     Condition        Report By
 MM0476  HISTORY     - UNK      MONUMENTED       USGS
 MM0476  HISTORY     - 1933     GOOD             CGS
 MM0476  HISTORY     - 1933     GOOD             CGS
 MM0476  HISTORY     - 1967     GOOD             CGS
 MM0476  HISTORY     - 1971     GOOD             NGS
 MM0476  HISTORY     - 1982     GOOD             LOCENG
 MM0476  HISTORY     - 19980711 GOOD             USPSQD
 MM0476
 MM0476                          STATION DESCRIPTION
 MM0476
 MM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0476'STATION IS ABOUT 4 MILES NE OF OGALLALA IN SW 1/4 SEC. 18,
 MM0476'T 14 N, R 38 W, ON A HILL IN PASTURE OWNED BY MARTIN J. NOWAK.
 MM0476'
 MM0476'STATION MARK IS A U.S.G.S. IRON PIPE WITH CAP, SURROUNDED
 MM0476'BY CONCRETE OF REGULATION SIZE.
 MM0476'
 MM0476'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MM0476'
 MM0476'REFERENCE MARK NO. 1, (AZIMUTH MARK,) IS SE OF STATION IN
 MM0476'E AND W FENCE LINE, 50 YARDS W OF GATE AND FENCE CORNER.
 MM0476'
 MM0476'REFERENCE MARK NO. 2 IS E OF S ON SAME RIDGE AS STATION.
 MM0476'
 MM0476'REFERENCE MARK NO. 3 IS NW OF STATION ON SAME RIDGE.
 MM0476'
 MM0476'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0476'
 MM0476'REACHED FROM OGALLALA BY U.S. HIGHWAY 26, N, 3.7 MILES TO
 MM0476'CROSSROADS, THENCE E 2.4 MILES TO A FARM LANE, THENCE N AND
 MM0476'W FOLLOWING A FENCE LINE 0.55 MILE TO A GATE IN N AND S FENCE.
 MM0476'AZIMUTH MARK IS IN FENCE LINE 50 YARDS W OF THIS GATE.
 MM0476'FROM GATE FOLLOW RIDGE NW 0.3 MILE TO STATION.  STATION IS
 MM0476'ON A PROMINENT KNOLL ON EDGE OF BREAKS OVERLOOKING NORTH
 MM0476'PLATTE VALLEY, AND HIGHEST POINT IN VICINITY.  TRUCK TO
 MM0476'STATION.
 MM0476
 MM0476                          STATION RECOVERY (1933)
 MM0476
 MM0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0476'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 MM0476'IT IS ON A PROMINENT KNOLL ON EDGE OF BREAKS OVERLOOKING
 MM0476'NORTH PLATTE VALLEY, AND HIGHEST POINT IN VICINITY.
 MM0476
 MM0476                          STATION RECOVERY (1967)
 MM0476
 MM0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HED)
 MM0476'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH
 MM0476'MARK WERE ALL FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 MM0476'
 MM0476'ADDITIONAL TO REACH--TO REACH THE STATION FROM THE INTERSECTION
 MM0476'OF HIGHWAYS NO. 30 AND 26, GO NORTH ON HIGHWAY NO. 26 FOR
 MM0476'3.7 MILES TO CROSS ROADS, TURN RIGHT (EAST) ON COUNTY ROAD
 MM0476'AND GO 2.0 MILES TO FIELD ENTRANCE ON LEFT (NORTH SIDE OF
 MM0476'COUNTY ROAD).  TURN LEFT (NORTH) AT FIELD ENTRANCE AND
 MM0476'FOLLOW FIELD ROAD FOR APPROXIMATELY 1100 FEET TO GATE IN
 MM0476'NORTH-SOUTH FENCE.  AZIMUTH MARK IS 200 FEET WEST OF GATE
 MM0476'IN FENCE LINE.  FROM GATE, FOLLOW RIDGE 0.3 MILE NORTHWEST TO
 MM0476'STATION.  STATION IS ON A PROMINENT KNOLL ON EDGE OF BREAKS
 MM0476'OVERLOOKING NORTH PLATTE VALLEY AND HIGHEST POINT IN
 MM0476'VICINITY.
 MM0476
 MM0476                          STATION RECOVERY (1971)
 MM0476
 MM0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0476'STATION RM 1 (AZ MARK), RM 2 AND RM 3 ALL RECOVERED IN GOOD
 MM0476'CONDITION.
 MM0476'
 MM0476'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE JUNCTION
 MM0476'U.S. HWYS 30 AND U.S. HWY 26 AND STATE HWY 61 IN OGALLALA, NEB., GO
 MM0476'NORTH ON HWY 26-61 FOR 2.6 MILES TO WHERE HWY 26 TURNS WEST AND HWY
 MM0476'61 TURNS EAST.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.15 MILE TO A
 MM0476'STOP SIGN.  CONTINUE NORTH ON GRAVEL ROAD FOR 1.0 MILE TO A
 MM0476'CROSSROAD.  TURN RIGHT (EAST) AT CROSS ROAD FOR 2.05 MILES TO A
 MM0476'DIM TRACK ROAD ON THE LEFT AT THE EAST EDGE OF A FIELD.  TURN LEFT
 MM0476'(NORTH) ON TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER (AZ MARK IS 50
 MM0476'YARDS WEST OF FENCE CORNER) AND A GATE IN THE NORTH-SOUTH
 MM0476'FENCELINE.  ENTER GATE AND GO WEST AND NORTH THROUGH PASTURE FOR
 MM0476'0.25 MILE TO TOP OF KNOLL AND STATION.
 MM0476
 MM0476                          STATION RECOVERY (1982)
 MM0476
 MM0476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JCF)
 MM0476'SEE PICTURES RECOVERED GOOD.
 MM0476'
 MM0476'R.M. NO 3 RECOVERED GOOD.
 MM0476'
 MM0476'R.M. NO 1 (AZ MK) RECOVERED GOOD.
 MM0476'
 MM0476'R.M. NO 2 RECOVERED GOOD.
 MM0476'
 MM0476'WE NEED SIGN FOR AZIMUTH MARK.
 MM0476
 MM0476                          STATION RECOVERY (1998)
 MM0476
 MM0476'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0221 ***********************************************************************
 MM0221  DESIGNATION -  OGALLALA RESET
 MM0221  PID         -  MM0221
 MM0221  STATE/COUNTY-  NE/KEITH
 MM0221  COUNTRY     -  US
 MM0221  USGS QUAD   -  OGALLALA (2017)
 MM0221
 MM0221                         *CURRENT SURVEY CONTROL
 MM0221  ______________________________________________________________________
 MM0221* NAD 83(1986) POSITION- 41 07 42.     (N) 101 43 10.     (W)   SCALED
 MM0221* NAVD 88 ORTHO HEIGHT -   982.904 (meters)     3224.74  (feet) ADJUSTED
 MM0221  ______________________________________________________________________
 MM0221  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 MM0221  DYNAMIC HEIGHT  -        982.297 (meters)     3222.75  (feet) COMP
 MM0221  MODELED GRAVITY -    979,972.5   (mgal)                       NAVD 88
 MM0221
 MM0221  VERT ORDER      -  FIRST     CLASS II
 MM0221
 MM0221.The horizontal coordinates were scaled from a map and have
 MM0221.an estimated accuracy of +/- 6 seconds.
 MM0221
 MM0221.The orthometric height was determined by differential leveling and
 MM0221.adjusted by the NATIONAL GEODETIC SURVEY
 MM0221.in June 1991.
 MM0221
 MM0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0221.GEOID18 height accuracy estimate available here.
 MM0221
 MM0221.Click photographs - Photos may exist for this station.
 MM0221
 MM0221.The dynamic height is computed by dividing the NAVD 88
 MM0221.geopotential number by the normal gravity value computed on the
 MM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0221.degrees latitude (g = 980.6199 gals.).
 MM0221
 MM0221.The modeled gravity was interpolated from observed gravity values.
 MM0221
 MM0221;                    North         East    Units  Estimated Accuracy
 MM0221;SPC NE       -   145,210.      355,670.      MT  (+/- 180 meters Scaled)
 MM0221
 MM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL717565(NAD 83)
 MM0221
 MM0221                          SUPERSEDED SURVEY CONTROL
 MM0221
 MM0221  NGVD 29 (??/??/??)  982.52   (m)         3223.5    (f) RESET       3  
 MM0221  NGVD 29 (02/14/92)  982.475  (m)         3223.34   (f) ADJUSTED    1 2
 MM0221
 MM0221.Superseded values are not recommended for survey control.
 MM0221
 MM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0221.See file dsdata.pdf to determine how the superseded data were derived.
 MM0221
 MM0221_MARKER: DB = BENCH MARK DISK
 MM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0221_STAMPING: OGALLALA RESET 1963 ELEVATION 3223.475
 MM0221_MARK LOGO: CGS
 MM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0221+STABILITY: SURFACE MOTION
 MM0221
 MM0221  HISTORY     - Date     Condition        Report By
 MM0221  HISTORY     - 1963     MONUMENTED       NEDR
 MM0221  HISTORY     - 1986     GOOD             NGS
 MM0221  HISTORY     - 19980710 GOOD             USPSQD
 MM0221  HISTORY     - 20040811 GOOD             USPSQD
 MM0221
 MM0221                          STATION DESCRIPTION
 MM0221
 MM0221'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0221'IN OGALLALA.
 MM0221'B.M. IS LOCATED AT THE INTERSECTION OF 5TH AND SPRUCE STREETS
 MM0221'IN OGALLALA, 39.8 FEET NORTH OF THE CENTERLINE OF 5TH STREET
 MM0221'AND 40.2 FEET EAST OF THE CENTERLINE OF SPRUCE STREET.  B.M. IS
 MM0221'9.9 FEET NORTH OF THE NORTH EDGE OF THE NORTH SIDEWALK ON 5TH
 MM0221'STREET AND 10.05 FEET EAST OF THE EAST EDGE OF THE EAST SIDEWALK
 MM0221'OF SPRUCE STREET.  B.M. IS A BRASS CAP SET IN THE TOP OF A
 MM0221'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 MM0221
 MM0221                          STATION RECOVERY (1986)
 MM0221
 MM0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0221'RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS ADEQUATE EXCEPT
 MM0221'THE 196 IN THE STAMPING IS NOT LEGIBLE.
 MM0221
 MM0221                          STATION RECOVERY (1998)
 MM0221
 MM0221'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0221'RECOVERED IN GOOD CONDITION.
 MM0221
 MM0221                          STATION RECOVERY (2004)
 MM0221
 MM0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0333 ***********************************************************************
 MM0333  SACS        -  This is a Secondary Airport Control Station.
 MM0333  DESIGNATION -  OGALLPORT
 MM0333  PID         -  MM0333
 MM0333  STATE/COUNTY-  NE/KEITH
 MM0333  COUNTRY     -  US
 MM0333  USGS QUAD   -  BRULE SE (2017)
 MM0333
 MM0333                         *CURRENT SURVEY CONTROL
 MM0333  ______________________________________________________________________
 MM0333* NAD 83(1995) POSITION- 41 07 03.40354(N) 101 45 46.60054(W)   ADJUSTED
 MM0333* NAD 83(1995) ELLIP HT-   967.811 (meters)        (06/27/02)   ADJUSTED
 MM0333* NAVD 88 ORTHO HEIGHT -   988.635 (meters)     3243.55  (feet) ADJUSTED
 MM0333  ______________________________________________________________________
 MM0333  GEOID HEIGHT    -        -20.897 (meters)                     GEOID18
 MM0333  NAD 83(1995) X  -   -981,139.509 (meters)                     COMP
 MM0333  NAD 83(1995) Y  - -4,711,670.698 (meters)                     COMP
 MM0333  NAD 83(1995) Z  -  4,172,908.414 (meters)                     COMP
 MM0333  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 MM0333  DYNAMIC HEIGHT  -        988.018 (meters)     3241.52  (feet) COMP
 MM0333  MODELED GRAVITY -    979,965.3   (mgal)                       NAVD 88
 MM0333
 MM0333  HORZ ORDER      -  FIRST
 MM0333  VERT ORDER      -  FIRST     CLASS II
 MM0333  ELLP ORDER      -  FOURTH    CLASS I
 MM0333
 MM0333.This mark is at Searle Field Airport (OGA)
 MM0333
 MM0333.The horizontal coordinates were established by GPS observations
 MM0333.and adjusted by the National Geodetic Survey in August 1997.
 MM0333
 MM0333.The orthometric height was determined by differential leveling and
 MM0333.adjusted by the NATIONAL GEODETIC SURVEY
 MM0333.in June 1991.
 MM0333
 MM0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0333.GEOID18 height accuracy estimate available here.
 MM0333
 MM0333.Click photographs - Photos may exist for this station.
 MM0333
 MM0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0333
 MM0333.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0333
 MM0333.The ellipsoidal height was determined by GPS observations
 MM0333.and is referenced to NAD 83.
 MM0333
 MM0333.The dynamic height is computed by dividing the NAVD 88
 MM0333.geopotential number by the normal gravity value computed on the
 MM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0333.degrees latitude (g = 980.6199 gals.).
 MM0333
 MM0333.The modeled gravity was interpolated from observed gravity values.
 MM0333
 MM0333. The following values were computed from the NAD 83(1995) position.
 MM0333
 MM0333;                    North         East     Units Scale Factor Converg.
 MM0333;SPC NE       -   144,097.274   351,995.731   MT  0.99968142   -1 10 05.9
 MM0333;SPC NE       -   472,759.14  1,154,839.33   sFT  0.99968142   -1 10 05.9
 MM0333;UTM  14      - 4,555,492.784   268,033.360   MT  1.00026230   -1 49 03.9
 MM0333
 MM0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0333!SPC NE       -   0.99984821  x   0.99968142  =   0.99952968
 MM0333!UTM  14      -   0.99984821  x   1.00026230  =   1.00011047
 MM0333
 MM0333:                Primary Azimuth Mark                     Grid Az
 MM0333:SPC NE       -  OGALLPORT AZ MK                          270 58 51.1
 MM0333:UTM  14      -  OGALLPORT AZ MK                          271 37 49.1
 MM0333
 MM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6803355492(NAD 83)
 MM0333
 MM0333|---------------------------------------------------------------------|
 MM0333| PID    Reference Object                     Distance      Geod. Az  |
 MM0333|                                                           dddmmss.s |
 MM0333| MM0334 OGALLPORT AZ MK                     APPROX. 1.3 KM 2694845.2 |
 MM0333|---------------------------------------------------------------------|
 MM0333
 MM0333                          SUPERSEDED SURVEY CONTROL
 MM0333
 MM0333  ELLIP H (08/18/97)  967.843  (m)                       GP(       ) 4 1
 MM0333  ELLIP H (01/07/93)  967.698  (m)                       GP(       ) 4 2
 MM0333  NAD 83(1986)-  41 07 03.40188(N)    101 45 46.60445(W) AD(       ) 1
 MM0333  NGVD 29 (02/14/92)  988.199  (m)         3242.12   (f) ADJUSTED    1 2
 MM0333  NGVD 29             988.26   (m)         3242.3    (f) LEVELING    3  
 MM0333
 MM0333.Superseded values are not recommended for survey control.
 MM0333
 MM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0333.See file dsdata.pdf to determine how the superseded data were derived.
 MM0333
 MM0333_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0333_STAMPING: OGALLPORT 1986
 MM0333_MARK LOGO: NGS
 MM0333_PROJECTION: FLUSH
 MM0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0333+STABILITY: SURFACE MOTION
 MM0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0333+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 MM0333
 MM0333  HISTORY     - Date     Condition        Report By
 MM0333  HISTORY     - 1986     MONUMENTED       NGS
 MM0333  HISTORY     - 19880713 GOOD             NGS
 MM0333  HISTORY     - 19890717 GOOD
 MM0333  HISTORY     - 19950809 GOOD             NGS
 MM0333  HISTORY     - 19970803 GOOD             NGS
 MM0333  HISTORY     - 20200212 GOOD             NEGS
 MM0333
 MM0333                          STATION DESCRIPTION
 MM0333
 MM0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0333'IN OGALLALA.
 MM0333'IN OGALLALA, AT THE OGALLALA MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 MM0333'MAIN EAST-WEST ASPHALT RUNWAY AND A NORTHWEST-SOUTHEAST RUNWAY AND THE
 MM0333'PAVED TAXIWAY FROM THE AIRPORT OFFICE, BETWEEN TWO WITNESS POSTS,
 MM0333'23.2 METERS (76 FT) SOUTH OF THE CENTER OF THE EAST-WEST RUNWAY,
 MM0333'9.8 METERS (32 FT) WEST OF THE SOUTH CORNER OF AN ASPHALT TURN-AROUND,
 MM0333'11.6 METERS (38 FT) SOUTH OF THE SOUTH EDGE OF THE EAST-WEST ASPHALT
 MM0333'RUNWAY AND 15.5 METERS (51 FT) WEST OF THE 3RD LITE NORTH OF THE MOST
 MM0333'SOUTH END RUNWAY LITES.
 MM0333'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0333'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 MM0333
 MM0333                          STATION RECOVERY (1988)
 MM0333
 MM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MM0333'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST OF OGALLALA, AT THE
 MM0333'OGALLALA MUNICIPAL AIRPORT, AT THE WEST SIDE OF RUNWAY END 31.
 MM0333'OWNERSHIP--OGALLALA AIRPORT AUTHORITY, OGALLALA, NE.  AIRPORT MANAGER
 MM0333'IS DON KAPLAN, TELEPHONE 308-284-2749.
 MM0333'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND US HIGHWAY
 MM0333'26, STATE HIGHWAY 61 IN OGALLALA, GO WESTERLY ON US HIGHWAY 30 FOR 2.9
 MM0333'KM (1.80 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 MM0333'ON A PAVED ROAD FOR 0.71 KM (0.45 MI) TO AN AIRPORT BEACON AND PAVED
 MM0333'LANE.  TURN LEFT AND GO FOR ABOUT 50 METERS TO A GATE.  PASS THROUGH
 MM0333'THE GATE AND GO WEST AND SOUTH FOR 0.24 KM (0.15 MI) TO THE JUNCTION
 MM0333'OF RUNWAY ENDS 26 AND 31, AND THE STATION ON THE SOUTHWEST SIDE OF THE
 MM0333'JUNCTION.
 MM0333'THE STATION MARK IS 22.8 M (74.8 FT) SOUTH OF THE RUNWAY 08-26
 MM0333'CENTERLINE, 16.9 M (55.4 FT) WEST-SOUTHWEST OF THE RUNWAY 13-31
 MM0333'CENTERLINE, 11.2 M (36.7 FT) WEST OF THE SOUTHWEST 1 OF 6 RED-GREEN
 MM0333'RUNWAY END LIGHT.
 MM0333'DESCRIBED BY R.D.BALL.
 MM0333
 MM0333                          STATION RECOVERY (1989)
 MM0333
 MM0333'RECOVERED 1989
 MM0333'RECOVERED IN GOOD CONDITION.
 MM0333
 MM0333                          STATION RECOVERY (1995)
 MM0333
 MM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0333'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF BRULE,
 MM0333'2.4 MI (3.9 KM) WEST OF OGALLALA, AT THE OGALLALA/SEARLE FIELD AND
 MM0333'NEAR THE JUNCTION OF THE TWO PAVED RUNWAYS.  OWNERSHIP--CITY OF
 MM0333'OGALLALA, 411 EAST 2ND STREET, OGALLALA NE 69153.  AIRPORT MANAGER IS
 MM0333'KARL ELMSHAEUSER, PHONE (308) 284-4644.  TO REACH THE STATION FROM THE
 MM0333'JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 61 IN OGALLALA, GO
 MM0333'WESTERLY ON US HIGHWAY 30 FOR 1.8 MI (2.9 KM) TO THE ROAD FORK RIGHT,
 MM0333'BEAR RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI (0.6
 MM0333'KM) TO AN AIRPORT BEACON JUST AHEAD AND A GATE LEFT, TURN LEFT PASS
 MM0333'THROUGH GATE AND GO SOUTH ON A PAVED HANGAR APRON FOR 0.05 MI (0.08
 MM0333'KM) TO THE SOUTH END OF A HANGAR, TURN RIGHT AND GO WEST ON A APRON
 MM0333'EDGE TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY FORK, BEAR LEFT AND GO
 MM0333'SOUTH ON A TAXIWAY 0.1 MI (0.2 KM) TO RUNWAY ENDS 31 AND 26 AND THE
 MM0333'STATION ON THE RIGHT.  THE STATION IS 74.8 FT (22.8 M) SOUTH OF RUNWAY
 MM0333'08/26 CENTER, 55.4 FT (16.9 M) SOUTHWEST OF RUNWAY 13/31 CENTER, 37.3
 MM0333'FT (11.4 M) WEST-NORTHWEST OF THE MOST SOUTHWESTERLY THRESHOLD LIGHT
 MM0333'AND 1.1 FT (0.3 M) NORTH OF A SHORT WITNESS POST. THIS STATION TO BE
 MM0333'USED AS SACS.
 MM0333
 MM0333                          STATION RECOVERY (1997)
 MM0333
 MM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0333'RECOVERED AS DESCRIBED.
 MM0333
 MM0333                          STATION RECOVERY (2020)
 MM0333
 MM0333'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 MM0333'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 61 WEST
 MM0333'OF OGALLALA, GO NORTH ON STATE HIGHWAY 61 APPROXIMATELY 0.10 MI (0.16
 MM0333'KM) TO THE AIRPORT ENTRANCE.  TURN LEFT (WEST) AND GO APPROXIMATELY
 MM0333'0.35 MI (0.56 KM) TO THE AIRPORT OFFICE.  TURN LEFT (SOUTH) AND PASS
 MM0333'THROUGH A GATE FOR 0.05 MI (0.08 KM).  TURN RIGHT AND GO WEST ON AN
 MM0333'APRON EDGE TAXIWAY FOR 150 FT (45.7 M) TO A TAXIWAY FORK.  TURN LEFT
 MM0333'AND GO SOUTH ON TAXIWAY FOR 0.10 MI (0.16 KM) TO RUNWAY ENDS 31 AND 26
 MM0333'AND THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0334 ***********************************************************************
 MM0334  SACS        -  This is a Secondary Airport Control Station.
 MM0334  DESIGNATION -  OGALLPORT AZ MK
 MM0334  PID         -  MM0334
 MM0334  STATE/COUNTY-  NE/KEITH
 MM0334  COUNTRY     -  US
 MM0334  USGS QUAD   -  BRULE SE (2017)
 MM0334
 MM0334                         *CURRENT SURVEY CONTROL
 MM0334  ______________________________________________________________________
 MM0334* NAD 83(1995) POSITION- 41 07 03.25647(N) 101 46 44.41556(W)   ADJUSTED
 MM0334* NAD 83(1995) ELLIP HT-   971.391 (meters)        (06/27/02)   ADJUSTED
 MM0334* NAVD 88 ORTHO HEIGHT -   992.200 (meters)     3255.24  (feet) ADJUSTED
 MM0334  ______________________________________________________________________
 MM0334  GEOID HEIGHT    -        -20.878 (meters)                     GEOID18
 MM0334  NAD 83(1995) X  -   -982,461.288 (meters)                     COMP
 MM0334  NAD 83(1995) Y  - -4,711,401.066 (meters)                     COMP
 MM0334  NAD 83(1995) Z  -  4,172,907.350 (meters)                     COMP
 MM0334  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 MM0334  DYNAMIC HEIGHT  -        991.578 (meters)     3253.20  (feet) COMP
 MM0334  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 MM0334
 MM0334  HORZ ORDER      -  THIRD
 MM0334  VERT ORDER      -  FIRST     CLASS II
 MM0334  ELLP ORDER      -  FOURTH    CLASS I
 MM0334
 MM0334.This mark is at Searle Field Airport (OGA)
 MM0334
 MM0334.The horizontal coordinates were established by GPS observations
 MM0334.and adjusted by the National Geodetic Survey in August 1997.
 MM0334
 MM0334.The orthometric height was determined by differential leveling and
 MM0334.adjusted by the NATIONAL GEODETIC SURVEY
 MM0334.in June 1991.
 MM0334
 MM0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0334.GEOID18 height accuracy estimate available here.
 MM0334
 MM0334.Click photographs - Photos may exist for this station.
 MM0334
 MM0334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0334
 MM0334.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0334
 MM0334.The ellipsoidal height was determined by GPS observations
 MM0334.and is referenced to NAD 83.
 MM0334
 MM0334.The dynamic height is computed by dividing the NAVD 88
 MM0334.geopotential number by the normal gravity value computed on the
 MM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0334.degrees latitude (g = 980.6199 gals.).
 MM0334
 MM0334.The modeled gravity was interpolated from observed gravity values.
 MM0334
 MM0334. The following values were computed from the NAD 83(1995) position.
 MM0334
 MM0334;                    North         East     Units Scale Factor Converg.
 MM0334;SPC NE       -   144,120.356   350,647.567   MT  0.99968142   -1 10 44.2
 MM0334;SPC NE       -   472,834.87  1,150,416.23   sFT  0.99968142   -1 10 44.2
 MM0334;UTM  14      - 4,555,531.168   266,684.755   MT  1.00027002   -1 49 41.9
 MM0334
 MM0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0334!SPC NE       -   0.99984765  x   0.99968142  =   0.99952912
 MM0334!UTM  14      -   0.99984765  x   1.00027002  =   1.00011763
 MM0334
 MM0334:                Primary Azimuth Mark                     Grid Az
 MM0334:SPC NE       -  OGALLPORT                                090 58 51.4
 MM0334:UTM  14      -  OGALLPORT                                091 37 49.1
 MM0334
 MM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6668455531(NAD 83)
 MM0334
 MM0334|---------------------------------------------------------------------|
 MM0334| PID    Reference Object                     Distance      Geod. Az  |
 MM0334|                                                           dddmmss.s |
 MM0334| MM0333 OGALLPORT                           APPROX. 1.3 KM 0894807.2 |
 MM0334|---------------------------------------------------------------------|
 MM0334
 MM0334                          SUPERSEDED SURVEY CONTROL
 MM0334
 MM0334  ELLIP H (08/18/97)  971.421  (m)                       GP(       ) 4 1
 MM0334  ELLIP H (01/07/93)  971.280  (m)                       GP(       ) 4 2
 MM0334  NAD 83(1986)-  41 07 03.25482(N)    101 46 44.41942(W) AD(       ) 3
 MM0334  NGVD 29 (02/14/92)  991.761  (m)         3253.80   (f) ADJUSTED    1 2
 MM0334  NGVD 29             991.83   (m)         3254.0    (f) LEVELING    3  
 MM0334
 MM0334.Superseded values are not recommended for survey control.
 MM0334
 MM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0334.See file dsdata.pdf to determine how the superseded data were derived.
 MM0334
 MM0334_MARKER: DZ = AZIMUTH MARK DISK
 MM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0334_STAMPING: OGALLPORT 1986
 MM0334_MARK LOGO: NGS
 MM0334_PROJECTION: FLUSH
 MM0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0334+STABILITY: SURFACE MOTION
 MM0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0334+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1997
 MM0334
 MM0334  HISTORY     - Date     Condition        Report By
 MM0334  HISTORY     - 1986     MONUMENTED       NGS
 MM0334  HISTORY     - 19890713 GOOD             NGS
 MM0334  HISTORY     - 19950809 GOOD             NGS
 MM0334  HISTORY     - 19970803 GOOD             NGS
 MM0334
 MM0334                          STATION DESCRIPTION
 MM0334
 MM0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0334'IN OGALLALA.
 MM0334'IN OGALLALA, AT THE OGALLALA MUNICIPAL AIRPORT, AT THE EXTREME
 MM0334'SOUTHWEST CORNER OF THE MAIN EAST-WEST ASPHALT RUNWAY, BETWEEN TWO
 MM0334'WITNESS POSTS AND IN-LINE WITH THE END RUNWAY LITES, 1.3 KM (0.8 MI)
 MM0334'WEST OF OGALLPORT, 26.2 METERS (86 FT) SOUTH OF THE CENTER OF THE
 MM0334'EAST-WEST RUNWAY, 14.3 METERS (47 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 MM0334'CORNER OF THE MAIN RUNWAY AND 11.3 METERS (37 FT) SOUTH OF THE SOUTH 1
 MM0334'OF 8 END RUNWAY LITES.
 MM0334'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0334'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 MM0334
 MM0334                          STATION RECOVERY (1989)
 MM0334
 MM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0334'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST OF OGALLALA, AT THE
 MM0334'OGALLALA MUNICIPAL AIRPORT, AT THE SOUTH SIDE OF RUNWAY END 08.
 MM0334'OWNERSHIP--OGALLALA AIRPORT AUTHORITY, OGALLALA, NE.  AIRPORT MANAGER
 MM0334'IS DON KAPLAN, TELEPHONE 308-284-2749.
 MM0334'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND US HIGHWAY
 MM0334'26, STATE HIGHWAY 61 IN OGALLALA, GO WESTERLY ON US HIGHWAY 30 FOR 2.9
 MM0334'KM (1.80 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 MM0334'ON A PAVED ROAD FOR 0.71 KM (0.45 MI) TO AN AIRPORT BEACON AND PAVED
 MM0334'LANE.  TURN LEFT AND GO FOR ABOUT 50 METERS TO A GATE.  PASS THROUGH
 MM0334'THE GATE AND GO WEST AND SOUTH FOR 0.24 KM (0.15 MI) TO THE JUNCTION
 MM0334'OF RUNWAY ENDS 26 AND 31.  GO WEST ALONG THE SOUTH SIDE OF RUNWAY
 MM0334'08-26 FOR 1.37 KM (0.85 MI)  TO THE STATION ON THE LEFT.
 MM0334'THE AZIMUTH MARK IS 25.7 M (84.3 FT) SOUTH OF THE RUNWAY CENTERLINE,
 MM0334'14.35 M (47.1 FT) SOUTH-SOUTHEAST OF THE SOUTH 1 OF 3 RUNWAY END
 MM0334'LIGHT, 4.0 M (13.1 FT) NORTH OF THE NORTH EDGE OF A CULIVATED FIELD
 MM0334'AND 0.30 M (1.0 FT) EAST OF A CARSONITE WITNESS POST.
 MM0334'DESCRIBED BY R.D.BALL.
 MM0334
 MM0334                          STATION RECOVERY (1995)
 MM0334
 MM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0334'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF BRULE,
 MM0334'2.4 MI (3.9 KM) WEST OF OGALLALA, AT THE OGALLALA/SEARLE FIELD AND
 MM0334'NEAR THE APPROACH END OF RUNWAY 08.  OWNERSHIP--CITY OF OGALLALA, 411
 MM0334'EAST 2ND STREET, OGALLALA NE 69153.  AIRPORT MANAGER IS KARL
 MM0334'ELMSHAEUSER, PHONE (308) 284-4644.  TO REACH THE STATION FROM THE
 MM0334'JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 61 IN OGALLALA, GO
 MM0334'WESTERLY ON US HIGHWAY 30 FOR 1.8 MI (2.9 KM) TO THE ROAD FORK RIGHT,
 MM0334'BEAR RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI (0.6
 MM0334'KM) TO A AIRPORT BEACON JUST AHEAD AND A GATE LEFT, TURN LEFT PASS
 MM0334'THROUGH GATE AND GO SOUTH ON A PAVED HANGAR APRON FOR 0.05 MI (0.08
 MM0334'KM) TO THE SOUTH END OF A HANGAR, TURN RIGHT AND GO WEST ON AN APRON
 MM0334'EDGE TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY FORK, BEAR LEFT AND GO
 MM0334'SOUTH ON A TAXIWAY 0.1 MI (0.2 KM) TO RUNWAY ENDS 31 AND 26, TURN
 MM0334'RIGHT AND GO WEST ON RUNWAY 08/26 FOR 0.85 MI (1.37 KM) TO THE
 MM0334'PAVEMENT END AND THE STATION ON THE LEFT.  THE STATION IS RECESSED 5
 MM0334'CM) BELOW GROUND.  LOCATED 84.3 FT (25.7 M) SOUTH-SOUTHWEST OF THE
 MM0334'RUNWAY CENTER AT THE PAVEMENT END, 37.3 FT (11.4 M) SOUTH OF THE
 MM0334'SOUTHERNMOST THRESHOLD LIGHT, 34.0 FT (10.4 M) NORTH OF THE NORTH EDGE
 MM0334'OF A CULTIVATED FIELD AND 1.3 FT (0.4 M) NORTH OF A SHORT WITNESS
 MM0334'POST.  THIS STATION TO BE USED AS SACS.
 MM0334
 MM0334                          STATION RECOVERY (1997)
 MM0334
 MM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0334'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0849 ***********************************************************************
 LG0849  DESIGNATION -  OHIOWA
 LG0849  PID         -  LG0849
 LG0849  STATE/COUNTY-  NE/FILLMORE
 LG0849  COUNTRY     -  US
 LG0849  USGS QUAD   -  OHIOWA (2017)
 LG0849
 LG0849                         *CURRENT SURVEY CONTROL
 LG0849  ______________________________________________________________________
 LG0849* NAD 83(1995) POSITION- 40 23 25.47853(N) 097 26 38.67151(W)   ADJUSTED
 LG0849* NAVD 88 ORTHO HEIGHT -   484.    (meters)     1588.    (feet) SCALED
 LG0849  ______________________________________________________________________
 LG0849  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 LG0849  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 LG0849  HORZ ORDER      -  SECOND
 LG0849
 LG0849.The horizontal coordinates were established by classical geodetic methods
 LG0849.and adjusted by the National Geodetic Survey in August 1997.
 LG0849
 LG0849.The orthometric height was scaled from a topographic map.
 LG0849
 LG0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0849.GEOID18 height accuracy estimate available here.
 LG0849
 LG0849.Click photographs - Photos may exist for this station.
 LG0849
 LG0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0849
 LG0849. The following values were computed from the NAD 83(1995) position.
 LG0849
 LG0849;                    North         East     Units Scale Factor Converg.
 LG0849;SPC NE       -    65,060.285   716,947.209   MT  0.99984627   +1 41 37.7
 LG0849;SPC NE       -   213,451.95  2,352,184.30   sFT  0.99984627   +1 41 37.7
 LG0849;UTM  14      - 4,472,252.499   632,056.420   MT  0.99981467   +1 00 30.1
 LG0849
 LG0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0849!SPC NE       -   0.99992828  x   0.99984627  =   0.99977456
 LG0849!UTM  14      -   0.99992828  x   0.99981467  =   0.99974296
 LG0849
 LG0849:                Primary Azimuth Mark                     Grid Az
 LG0849:SPC NE       -  OHIOWA AZ MK                             177 36 59.9
 LG0849:UTM  14      -  OHIOWA AZ MK                             178 18 07.5
 LG0849
 LG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3205672252(NAD 83)
 LG0849
 LG0849|---------------------------------------------------------------------|
 LG0849| PID    Reference Object                     Distance      Geod. Az  |
 LG0849|                                                           dddmmss.s |
 LG0849| LG0789 MILLIGAN MUNICIPAL TANK             APPROX.13.0 KM 0203007.2 |
 LG0849| CN9383 OHIOWA RM 1                          33.355 METERS 06505     |
 LG0849| LG0840 TOBIAS MUNICIPAL TANK               APPROX. 9.7 KM 0704854.8 |
 LG0849| LG0843 DAYKIN MUNICIPAL TANK               APPROX.14.3 KM 1212927.8 |
 LG0849| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX.14.7 KM 1213649.8 |
 LG0849| LG0847 BRUNING AIR BASE WATER TANK         APPROX. 5.9 KM 1762727.6 |
 LG0849| CN9382 OHIOWA AZ MK                                       1791837.6 |
 LG0849| LG0852 BRUNING MUNICIPAL TANK              APPROX.12.0 KM 2393027.5 |
 LG0849| CN9384 OHIOWA RM 2                          21.040 METERS 32435     |
 LG0849| LG0848 OHIOWA MUNICIPAL TANK               APPROX. 2.4 KM 3421344.0 |
 LG0849|---------------------------------------------------------------------|
 LG0849
 LG0849                          SUPERSEDED SURVEY CONTROL
 LG0849
 LG0849  NAD 83(1986)-  40 23 25.48511(N)    097 26 38.67225(W) AD(       ) 2
 LG0849  NAD 27      -  40 23 25.47300(N)    097 26 37.50700(W) AD(       ) 2
 LG0849
 LG0849.Superseded values are not recommended for survey control.
 LG0849
 LG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0849.See file dsdata.pdf to determine how the superseded data were derived.
 LG0849
 LG0849_MARKER: DS = TRIANGULATION STATION DISK
 LG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0849_STAMPING: OHIOWA 1950
 LG0849_MARK LOGO: CGS
 LG0849_PROJECTION: FLUSH
 LG0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0849+STABILITY: SURFACE MOTION
 LG0849
 LG0849  HISTORY     - Date     Condition        Report By
 LG0849  HISTORY     - 1950     MONUMENTED       CGS
 LG0849  HISTORY     - 1970     GOOD             NGS
 LG0849
 LG0849                          STATION DESCRIPTION
 LG0849
 LG0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0849'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF THE TOWN
 LG0849'OF OHIOWA AND IN A VACANT FARM YARD.  IT IS 76 FEET EAST OF THE
 LG0849'CENTERLINE OF A NORTH AND SOUTH ROAD, 75 FEET SOUTH-SOUTHWEST
 LG0849'OF THE SOUTHWEST CORNER OF A HOUSE, 41 FEET EAST OF A WITNESS
 LG0849'POST AND 24 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 LG0849'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG0849'STAMPED OHIOWA 1950.
 LG0849'
 LG0849'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LG0849'OF THE HOUSE, 15 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND
 LG0849'1 FOOT WEST OF A LOT FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LG0849'DISK IS STAMPED OHIOWA NO 1 1950.
 LG0849'
 LG0849'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTERLINE OF A
 LG0849'NORTH AND SOUTH ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE
 LG0849'DRIVEWAY, 6 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF
 LG0849'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0849'OHIOWA NO 2 1950.
 LG0849'
 LG0849'AZIMUTH MARK IS 135 FEET EAST OF THE CENTERLINE OF A NORTH AND
 LG0849'SOUTH ROAD, 30 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST
 LG0849'ROAD, 3 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF THE
 LG0849'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0849'STAMPED OHIOWA 1950.
 LG0849'
 LG0849'TO REACH FROM THE RAILROAD CROSSING IN OHIOWA, GO SOUTH ON THE
 LG0849'MAIN STREET 0.5 MILE TO A T-INTERSECTION, TURN LEFT (EAST) 0.5
 LG0849'MILE TO A CROSSROAD, TURN RIGHT (SOUTH) 1.2 MILES TO A FARM HOME
 LG0849'ON THE LEFT AND THE STATION AS DESCRIBED.
 LG0849'
 LG0849'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.75 MILE
 LG0849'TO CROSSROADS, TURN LEFT (EAST) 135 FEET TO THE MARK ON THE
 LG0849'RIGHT OR SOUTH SIDE OF THE ROAD.
 LG0849'
 LG0849'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0849
 LG0849                          STATION RECOVERY (1970)
 LG0849
 LG0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0849'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0849'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0849'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0849'FOR RECOVERY.
 LG0849'
 LG0849'A METAL WITNESS POST WAS SET IN A FENCELINE 12.5 FEET NORTH OF THE
 LG0849'STATION MARK.
 LG0849'
 LG0849'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG0849'
 LG0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LG0849'SOUTH-SOUTHEAST OF OHIOWA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0848 ***********************************************************************
 LG0848  DESIGNATION -  OHIOWA MUNICIPAL TANK
 LG0848  PID         -  LG0848
 LG0848  STATE/COUNTY-  NE/FILLMORE
 LG0848  COUNTRY     -  US
 LG0848  USGS QUAD   -  OHIOWA (2017)
 LG0848
 LG0848                         *CURRENT SURVEY CONTROL
 LG0848  ______________________________________________________________________
 LG0848* NAD 83(1995) POSITION- 40 24 38.11407(N) 097 27 09.12787(W)   ADJUSTED
 LG0848  ______________________________________________________________________
 LG0848  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 LG0848  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 LG0848  HORZ ORDER      -  THIRD
 LG0848
 LG0848.The horizontal coordinates were established by classical geodetic methods
 LG0848.and adjusted by the National Geodetic Survey in August 1997.
 LG0848
 LG0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0848.GEOID18 height accuracy estimate available here.
 LG0848
 LG0848.Click photographs - Photos may exist for this station.
 LG0848
 LG0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0848
 LG0848. The following values were computed from the NAD 83(1995) position.
 LG0848
 LG0848;                    North         East     Units Scale Factor Converg.
 LG0848;SPC NE       -    67,278.217   716,163.329   MT  0.99983956   +1 41 17.5
 LG0848;SPC NE       -   220,728.62  2,349,612.52   sFT  0.99983956   +1 41 17.5
 LG0848;UTM  14      - 4,474,479.581   631,299.140   MT  0.99981221   +1 00 11.9
 LG0848
 LG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3129974479(NAD 83)
 LG0848
 LG0848                          SUPERSEDED SURVEY CONTROL
 LG0848
 LG0848  NAD 83(1986)-  40 24 38.12052(N)    097 27 09.12867(W) AD(       ) 3
 LG0848  NAD 27      -  40 24 38.12400(N)    097 27 07.96700(W) AD(       ) 3
 LG0848
 LG0848.Superseded values are not recommended for survey control.
 LG0848
 LG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0848.See file dsdata.pdf to determine how the superseded data were derived.
 LG0848
 LG0848_MARKER: 53 = ELEVATED TANK
 LG0848
 LG0848  HISTORY     - Date     Condition        Report By
 LG0848  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0848  HISTORY     - 20040531 GOOD             USPSQD
 LG0848
 LG0848                          STATION DESCRIPTION
 LG0848
 LG0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0848'THIS STATION IS LOCATED 4 BLOCKS SOUTH AND 1/2 BLOCK EAST OF
 LG0848'THE POST OFFICE, IN OHIOWA.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT
 LG0848'35 FEET SQUARE AT THE BASE, ABOUT 125 FEET HIGH, AND IS SILVER
 LG0848'IN COLOR.
 LG0848'
 LG0848'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0848
 LG0848                          STATION RECOVERY (2004)
 LG0848
 LG0848'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0848'STATION FOUND GOOD. TANK IS NORTH OF STRANG STREET, EAST OF MAIN
 LG0848'STREET, AND IN THE NORTHEAST CORNER OF THE INTERSECTION OF STRANG AND
 LG0848'MAIN STREETS. THE CONICAL-SHAPED TANK HAS BLACK LETTERS OHIOWA ON TANK
 LG0848'BOWL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0616 ***********************************************************************
 NP0616  DESIGNATION -  OIL
 NP0616  PID         -  NP0616
 NP0616  STATE/COUNTY-  NE/SHERIDAN
 NP0616  COUNTRY     -  US
 NP0616  USGS QUAD   -  BILLYS LAKE (2017)
 NP0616
 NP0616                         *CURRENT SURVEY CONTROL
 NP0616  ______________________________________________________________________
 NP0616* NAD 83(1995) POSITION- 42 23 05.77981(N) 102 02 38.84822(W)   ADJUSTED
 NP0616* NAVD 88 ORTHO HEIGHT -  1264.    (meters)     4147.    (feet) SCALED
 NP0616  ______________________________________________________________________
 NP0616  GEOID HEIGHT    -        -18.551 (meters)                     GEOID18
 NP0616  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 NP0616  HORZ ORDER      -  FIRST
 NP0616
 NP0616.The horizontal coordinates were established by classical geodetic methods
 NP0616.and adjusted by the National Geodetic Survey in August 1997.
 NP0616
 NP0616.The orthometric height was scaled from a topographic map.
 NP0616
 NP0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0616.GEOID18 height accuracy estimate available here.
 NP0616
 NP0616.Click photographs - Photos may exist for this station.
 NP0616
 NP0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0616
 NP0616. The following values were computed from the NAD 83(1995) position.
 NP0616
 NP0616;                    North         East     Units Scale Factor Converg.
 NP0616;SPC NE       -   285,293.797   331,720.584   MT  0.99977636   -1 21 16.7
 NP0616;SPC NE       -   936,001.40  1,088,319.95   sFT  0.99977636   -1 21 16.7
 NP0616;UTM  13      - 4,696,750.071   743,327.675   MT  1.00032855   +1 59 36.8
 NP0616;UTM  14      - 4,697,006.744   249,407.043   MT  1.00037271   -2 03 11.3
 NP0616
 NP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0616!SPC NE       -   0.99980479  x   0.99977636  =   0.99958119
 NP0616!UTM  13      -   0.99980479  x   1.00032855  =   1.00013327
 NP0616!UTM  14      -   0.99980479  x   1.00037271  =   1.00017742
 NP0616
 NP0616:                Primary Azimuth Mark                     Grid Az
 NP0616:SPC NE       -  OIL AZ MK                                189 53 53.5
 NP0616:UTM  13      -  OIL AZ MK                                186 33 00.0
 NP0616:UTM  14      -  OIL AZ MK                                190 35 48.1
 NP0616
 NP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4332796750(NAD 83)
 NP0616
 NP0616|---------------------------------------------------------------------|
 NP0616| PID    Reference Object                     Distance      Geod. Az  |
 NP0616|                                                           dddmmss.s |
 NP0616| CQ3653 OIL RM 1                             15.121 METERS 03507     |
 NP0616| CQ3654 OIL RM 2                             18.113 METERS 12845     |
 NP0616| CQ3652 OIL AZ MK                                          1883236.8 |
 NP0616|---------------------------------------------------------------------|
 NP0616
 NP0616                          SUPERSEDED SURVEY CONTROL
 NP0616
 NP0616  NAD 83(1986)-  42 23 05.77502(N)    102 02 38.85050(W) AD(       ) 1
 NP0616  NAD 27      -  42 23 05.82900(N)    102 02 37.19600(W) AD(       ) 1
 NP0616
 NP0616.Superseded values are not recommended for survey control.
 NP0616
 NP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0616.See file dsdata.pdf to determine how the superseded data were derived.
 NP0616
 NP0616_MARKER: DS = TRIANGULATION STATION DISK
 NP0616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0616_STAMPING: OIL 1946
 NP0616_MARK LOGO: CGS
 NP0616_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0616
 NP0616  HISTORY     - Date     Condition        Report By
 NP0616  HISTORY     - 1946     MONUMENTED       CGS
 NP0616
 NP0616                          STATION DESCRIPTION
 NP0616
 NP0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0616'LOCATED ABOUT 31 MILES SOUTH BY EAST OF GORDON, ABOUT 1/2 MILE
 NP0616'WEST OF THE SHERIDAN-CHERRY COUNTY LINE, 120 FEET SOUTH OF A
 NP0616'WIRE FENCE AND 6.5 FEET SOUTHEAST OF A REFERENCE POST.  IT IS
 NP0616'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NP0616'PROJECTS 4 INCHES.  IT IS STAMPED OIL 1946.
 NP0616'
 NP0616'REFERENCE MARK NO. 1 IS 95 FEET SOUTH OF THE WIRE FENCE AND
 NP0616'AT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 NP0616'STAMPED OIL NO 1 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 NP0616'THAT PROJECTS 3 INCHES.
 NP0616'
 NP0616'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0616'IT IS A STANDARD DISK STAMPED OIL NO 2 1946 WELDED TO THE TOP
 NP0616'OF A 3-INCH SOIL PIPE THAT PROJECTS 3 INCHES.
 NP0616'
 NP0616'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF A RANCH HOUSE, 20 FEET
 NP0616'WEST OF A CATTLE GUARD AND 1 FOOT NORTH OF A WIRE FENCE.
 NP0616'IT IS STAMPED OIL 1946 AND PROJECTS 6 INCHES.
 NP0616'
 NP0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0616'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0616'ON NO. 27 FOR 11.5 MILES TO THE BRIDGE ACROSS NIOBRARA RIVER.
 NP0616'CROSS BRIDGE, CONTINUE SOUTHERLY FOR 13.3 MILES TO THE END OF
 NP0616'THE GRAVEL ROAD.  CONTINUE SOUTH ON A SAND ROAD FOR 2.2 MILES.
 NP0616'THEN RIGHT FORK FOR 1.7 MILES.  THEN LEFT FORK FOR 1.3 MILES
 NP0616'TO A REVERSE Y INTERSECTION.  CONTINUE, EASTERLY, FOR 0.2 MILE.
 NP0616'THEN LEFT FORK FOR 0.75 MILE TO A RANCH ON THE LEFT.
 NP0616'CONTINUE, EASTERLY, FOR 0.25 MILE.  THEN LEFT FORK FOR 0.4
 NP0616'MILE.  THEN LEFT FORK FOR 1.3 MILES TO A RANCH ON THE LEFT.
 NP0616'CONTINUE, EASTERLY, FOR 0.3 MILE TO A CROSSROAD.  CONTINUE FOR
 NP0616'0.15 MILE TO A REVERSE Y INTERSECTION.  CONTINUE FOR 0.6 MILE TO
 NP0616'A RANCH.  PASS THROUGH THE RANCH YARD, THEN RIGHT FORK,
 NP0616'NORTHEASTERLY, FOR 0.5 MILE TO A FORK AT A FENCE CORNER.
 NP0616'THEN RIGHT FORK FOR 3.3 MILES TO A REVERSE Y INTERSECTION
 NP0616'COMING IN ON THE LEFT.  TURN LEFT, LEAVING THE ROAD, GO
 NP0616'EASTERLY (PASSING TO THE RIGHT OF A WINDMILL).  THEN NORTH UP A
 NP0616'VALLEY FOR 0.6 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS
 NP0616'THROUGH THE GATE, THEN TURN RIGHT, EASTERLY, FOR 1.0 MILE.
 NP0616'TAKE DOWN THE FENCE, TURN RIGHT, (SOUTH) FOR ABOUT 50 YARDS
 NP0616'TO THE HIGHEST POINT AND THE STATION.
 NP0616'
 NP0616'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG
 NP0616'THE SOUTH SIDE OF THE WIRE FENCE FOR 0.5 MILE.  THEN LEFT,
 NP0616'ACROSS THE PASTURE, (SOUTHERLY) FOR 0.3 MILE TO A GATE IN AN
 NP0616'EAST-WEST FENCE.  THROUGH THE GATE, THEN LEFT (EAST) ON A
 NP0616'TRACK ROAD FOR 0.5 MILE TO A FORK (RANCH YARD ON THE LEFT).
 NP0616'THEN RIGHT FORK FOR 0.4 MILE TO A CATTLE GUARD AND THE MARK
 NP0616'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4172 ***********************************************************************
 AB4172  SACS        -  This is a Secondary Airport Control Station.
 AB4172  DESIGNATION -  OKS A
 AB4172  PID         -  AB4172
 AB4172  STATE/COUNTY-  NE/GARDEN
 AB4172  COUNTRY     -  US
 AB4172  USGS QUAD   -  OSHKOSH (2017)
 AB4172
 AB4172                         *CURRENT SURVEY CONTROL
 AB4172  ______________________________________________________________________
 AB4172* NAD 83(2011) POSITION- 41 24 02.26241(N) 102 21 22.91253(W)   ADJUSTED
 AB4172* NAD 83(2011) ELLIP HT-  1011.018 (meters)        (06/27/12)   ADJUSTED
 AB4172* NAD 83(2011) EPOCH   -  2010.00
 AB4172* NAVD 88 ORTHO HEIGHT -  1031.10  (meters)     3382.9   (feet) GPS OBS
 AB4172  ______________________________________________________________________
 AB4172  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4172  GEOID HEIGHT    -        -19.967 (meters)                     GEOID96
 AB4172  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 AB4172  NAD 83(2011) X  - -1,025,456.067 (meters)                     COMP
 AB4172  NAD 83(2011) Y  - -4,681,037.148 (meters)                     COMP
 AB4172  NAD 83(2011) Z  -  4,196,568.703 (meters)                     COMP
 AB4172  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AB4172
 AB4172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4172  Standards:
 AB4172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4172  -------------------------------------------------------------------
 AB4172  NETWORK    0.43   1.16           0.20   0.14   0.59     -0.03765607
 AB4172  -------------------------------------------------------------------
 AB4172  Click here for local accuracies and other accuracy information.
 AB4172
 AB4172.This mark is at Garden County Airport (OKS)
 AB4172
 AB4172.The horizontal coordinates were established by GPS observations
 AB4172.and adjusted by the National Geodetic Survey in June 2012.
 AB4172
 AB4172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4172.been affixed to the stable North American tectonic plate. See 
 AB4172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4172
 AB4172.The horizontal coordinates are valid at the epoch date displayed above
 AB4172.which is a decimal equivalence of Year/Month/Day.
 AB4172
 AB4172.The orthometric height was determined by GPS observations and a
 AB4172.high-resolution geoid model.
 AB4172
 AB4172.GPS derived orthometric heights for airport stations designated as
 AB4172.PACS or SACS are published to 2 decimal places.  This maintains
 AB4172.centimeter relative accuracy between the PACS and SACS.  It does
 AB4172.not indicate centimeter accuracy relative to other marks which are
 AB4172.part of the published vertical control network.
 AB4172
 AB4172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4172.GEOID18 height accuracy estimate available here.
 AB4172
 AB4172.Click photographs - Photos may exist for this station.
 AB4172
 AB4172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4172
 AB4172.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4172
 AB4172.The ellipsoidal height was determined by GPS observations
 AB4172.and is referenced to NAD 83.
 AB4172
 AB4172. The following values were computed from the NAD 83(2011) position.
 AB4172
 AB4172;                    North         East     Units Scale Factor Converg.
 AB4172;SPC NE       -   176,693.473   303,043.451   MT  0.99966027   -1 33 41.6
 AB4172;SPC NE       -   579,701.84    994,235.06   sFT  0.99966027   -1 33 41.6
 AB4172;UTM  13      - 4,586,605.062   720,992.061   MT  1.00020106   +1 44 56.4
 AB4172
 AB4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4172!SPC NE       -   0.99984144  x   0.99966027  =   0.99950177
 AB4172!UTM  13      -   0.99984144  x   1.00020106  =   1.00004247
 AB4172
 AB4172:                Primary Azimuth Mark                     Grid Az
 AB4172:SPC NE       -  DOC SENG                                 119 12 31.2
 AB4172:UTM  13      -  DOC SENG                                 115 53 53.2
 AB4172
 AB4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2099286605(NAD 83)
 AB4172
 AB4172|---------------------------------------------------------------------|
 AB4172| PID    Reference Object                     Distance      Geod. Az  |
 AB4172|                                                           dddmmss.s |
 AB4172| MN0661 DOC SENG                            437.245 METERS 1173849.6 |
 AB4172|---------------------------------------------------------------------|
 AB4172
 AB4172                          SUPERSEDED SURVEY CONTROL
 AB4172
 AB4172  NAD 83(2007)-  41 24 02.26228(N)    102 21 22.91332(W) AD(2002.00) 0
 AB4172  ELLIP H (02/10/07) 1011.043  (m)                       GP(2002.00)    
 AB4172  ELLIP H (12/31/01) 1011.034  (m)                       GP(       ) 4 2
 AB4172  NAD 83(1995)-  41 24 02.26186(N)    102 21 22.91323(W) AD(       ) 1
 AB4172  ELLIP H (09/17/98) 1011.071  (m)                       GP(       ) 4 2
 AB4172
 AB4172.Superseded values are not recommended for survey control.
 AB4172
 AB4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4172.See file dsdata.pdf to determine how the superseded data were derived.
 AB4172
 AB4172_MARKER: DD = SURVEY DISK
 AB4172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4172_STAMPING: OKS A 1995
 AB4172_MARK LOGO: NGS
 AB4172_PROJECTION: FLUSH
 AB4172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4172+STABILITY: SURFACE MOTION
 AB4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4172+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1997
 AB4172_ROD/PIPE-DEPTH: 1.0 meters
 AB4172
 AB4172  HISTORY     - Date     Condition        Report By
 AB4172  HISTORY     - 1995     MONUMENTED       NGS
 AB4172  HISTORY     - 19970731 GOOD             NGS
 AB4172
 AB4172                          STATION DESCRIPTION
 AB4172
 AB4172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4172'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHWEST OF LEWELLEN,
 AB4172'AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE OSHKOSH/GARDEN COUNTY AIRPORT
 AB4172'AND IN THE GRASS AREA INSIDE A SEGMENTED CIRCLE AT A TETRAHEDRON.
 AB4172'OWNERSHIP--GARDEN COUNTY AIRPORT AUTHORITY, RR1, BOX 79, OSHKOSH NE
 AB4172'69154.  AIRPORT MANAGER IS CLIFTON BUSKE, PHONE (308) 772-4482.  (A
 AB4172'KEY MAY BE REQUIRED AND IS AVAILABLE AT THE TEXACO GAS STATION JUST
 AB4172'NORTH OF THE AIRPORT, GATE IS NOT BEING LOCKED AT THIS TIME).  TO
 AB4172'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26 AND STATE HIGHWAY
 AB4172'27 SOUTH IN OSHKOSH, GO SOUTH ON STATE HIGHWAY 27 THEN A DIRT ROAD FOR
 AB4172'0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE AND GO SOUTHWEST ON THE
 AB4172'APRON THEN A CONNECTOR TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AB4172'WITH THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.25 MI
 AB4172'(0.40 KM) TO A TETRAHEDRON ON THE LEFT, TURN LEFT AND GO SOUTHWEST
 AB4172'ACROSS THE GRASS FOR 0.05 MI (0.08 KM) TO THE STATION INSIDE THE
 AB4172'SEGMENTED CIRCLE.  THE STATION IS A 5 CM SURVEY DISK SET INTO THE TOP
 AB4172'OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH A
 AB4172'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH
 AB4172'WITH GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF
 AB4172'FENO PIPE.  LOCATED 48.5 FT (14.8 M) SOUTHEAST OF THE SOUTH CORNER OF
 AB4172'THE CONCRETE PAD FOR THE TETRAHEDRON AND 4.5 FT (1.4 M) NORTHWEST OF A
 AB4172'WITNESS POST IN THE CENTER OF THE SOUTHEAST SEGMENT OF THE CIRCLE.
 AB4172'THIS STATION TO BE USED AS SACS.
 AB4172
 AB4172                          STATION RECOVERY (1997)
 AB4172
 AB4172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0648 ***********************************************************************
 NN0648  DESIGNATION -  OLD
 NN0648  PID         -  NN0648
 NN0648  STATE/COUNTY-  NE/KNOX
 NN0648  COUNTRY     -  US
 NN0648  USGS QUAD   -  VENUS (2017)
 NN0648
 NN0648                         *CURRENT SURVEY CONTROL
 NN0648  ______________________________________________________________________
 NN0648* NAD 83(1995) POSITION- 42 27 47.30054(N) 098 18 14.47335(W)   ADJUSTED
 NN0648* NAVD 88 ORTHO HEIGHT -   577.2   (meters)     1894.    (feet) VERTCON
 NN0648  ______________________________________________________________________
 NN0648  GEOID HEIGHT    -        -25.133 (meters)                     GEOID18
 NN0648  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 NN0648  HORZ ORDER      -  FIRST
 NN0648
 NN0648.The horizontal coordinates were established by classical geodetic methods
 NN0648.and adjusted by the National Geodetic Survey in August 1997.
 NN0648
 NN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0648
 NN0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0648.GEOID18 height accuracy estimate available here.
 NN0648
 NN0648.Click photographs - Photos may exist for this station.
 NN0648
 NN0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0648
 NN0648. The following values were computed from the NAD 83(1995) position.
 NN0648
 NN0648;                    North         East     Units Scale Factor Converg.
 NN0648;SPC NE       -   293,356.955   639,452.626   MT  0.99979831   +1 07 26.1
 NN0648;SPC NE       -   962,455.28  2,097,937.49   sFT  0.99979831   +1 07 26.1
 NN0648;UTM  14      - 4,701,434.732   557,219.658   MT  0.99964028   +0 28 11.6
 NN0648
 NN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0648!SPC NE       -   0.99991342  x   0.99979831  =   0.99971175
 NN0648!UTM  14      -   0.99991342  x   0.99964028  =   0.99955373
 NN0648
 NN0648:                Primary Azimuth Mark                     Grid Az
 NN0648:SPC NE       -  PAGE NORTHEAST BASE                      289 21 48.5
 NN0648:UTM  14      -  PAGE NORTHEAST BASE                      290 01 03.0
 NN0648
 NN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5721901434(NAD 83)
 NN0648
 NN0648|---------------------------------------------------------------------|
 NN0648| PID    Reference Object                     Distance      Geod. Az  |
 NN0648|                                                           dddmmss.s |
 NN0648| NM1813 COUNCIL HILL                        APPROX.26.4 KM 0991255.5 |
 NN0648| NN0647 WINDMILL S OF VENUS                 APPROX. 3.6 KM 1263041.4 |
 NN0648| NN0628 ORCHARD SCHOOLHOUSE BELFRY          APPROX.15.0 KM 1585141.1 |
 NN0648| NN0651 SCHOOLHSE BELFRY W OF ORCHARD       APPROX.14.3 KM 1733729.2 |
 NN0648| NN0646 PAGE NORTHEAST BASE                 APPROX. 5.8 KM 2902914.6 |
 NN0648|---------------------------------------------------------------------|
 NN0648
 NN0648                          SUPERSEDED SURVEY CONTROL
 NN0648
 NN0648  NAD 83(1986)-  42 27 47.30611(N)    098 18 14.47658(W) AD(       ) 1
 NN0648  NAD 27      -  42 27 47.29600(N)    098 18 13.19900(W) AD(       ) 1
 NN0648  USSD        -  42 27 47.43000(N)    098 18 13.43800(W) AD(       ) 3
 NN0648  NGVD 29 (07/19/86)  577.0    (m)         1893.     (f) VERT ANG       
 NN0648
 NN0648.Superseded values are not recommended for survey control.
 NN0648
 NN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0648.See file dsdata.pdf to determine how the superseded data were derived.
 NN0648
 NN0648_MARKER: V = STONE MONUMENT
 NN0648_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0648
 NN0648  HISTORY     - Date     Condition        Report By
 NN0648  HISTORY     - 1900     MONUMENTED       CGS
 NN0648  HISTORY     - 1935     GOOD             CGS
 NN0648
 NN0648                          STATION DESCRIPTION
 NN0648
 NN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0648'THIS STATION IS ON THE CREST OF A SMALL ELEVATION IN THE NW.
 NN0648'1/4 OF THE NW. 1/4 SEC. 30, T. 29 N., R. 8 W., 2 MILES WEST
 NN0648'AND 0.6 MILE NORTH OF VENUS, ON LAND WHICH IS UNDER CULTIVATION
 NN0648'AND OWNED BY JOHN OLD.  THE NEAREST HOUSE, DISTANT ABOUT 800
 NN0648'FEET TO THE NORTHWEST, IS OWNED AND OCCUPIED BY W.W. CAREY.
 NN0648'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE--TO W.W.
 NN0648'CAREYS WINDMILL, N 34 DEG 11 MIN W, ABOUT 785 FEET.  TO THE
 NN0648'NORTHWEST CORNER OF SECTION 30, N 19 DEG 28 MIN W.  TO VENUS POST
 NN0648'OFFICE, N 01 DEG 01 MIN E, 2 MILES.  TO THE CENTER OF THE
 NN0648'COUNTY-LINE ROAD TO THE WESTWARD OF THE STATION, 376 FEET.
 NN0648'THE STATION IS MARKED UNDERGROUND BY A TACK IN THE CENTER OF
 NN0648'THE CORK OF A STONE JUG, BURIED ABOUT 2-1/2 FEET BELOW
 NN0648'THE TOP OF THE SURFACE STONE.  THE SURFACE MARK IS A MARBLE
 NN0648'POST, 2.5 FEET LONG AND 8 INCHES SQUARE ON TOP.  CUT IN ITS
 NN0648'TOP ARE TWO V-SHAPED GROOVES AT RIGHT ANGLES TO EACH
 NN0648'OTHER, AND THE LETTERS U.S.C.S.
 NN0648
 NN0648                          STATION RECOVERY (1935)
 NN0648
 NN0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0648'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 NN0648'
 NN0648'IN THE NW. 1/4 OF THE NW. 1/4 SEC. 30 T. 29 N., R. 8 W., AT
 NN0648'CREST OF SLIGHT ELEVATION, IN CULTIVATED FIELD OWNED BY OTTO
 NN0648'MATSCHULLAT, WHO LIVES ABOUT 300 YARDS NORTHWEST OF THE STATION IN
 NN0648'SECTION 25, HOLT COUNTY, ABOUT 1000 FEET SOUTH OF THE NORTH
 NN0648'FENCE LINE AND 340 FEET EAST OF THE WEST FENCE LINE.  SURFACE
 NN0648'MARK PROJECTS 3 INCHES ABOVE GROUND.
 NN0648'
 NN0648'TO REACH FROM PAGE, GO NORTH ON U.S. HIGHWAY 20 FOR ABOUT 3-1/2
 NN0648'MILES TO POINT WHERE HIGHWAY TURNS WEST TO O NEILL, GO EAST
 NN0648'6 MILES TO KNOX-HOLT COUNTY LINE, AND NORTH ABOUT 0.8 MILE.
 NN0648'STATION IS ON ELEVATION AT RIGHT OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0413 ***********************************************************************
 MN0413  DESIGNATION -  OLD BALDY
 MN0413  PID         -  MN0413
 MN0413  STATE/COUNTY-  NE/GARDEN
 MN0413  COUNTRY     -  US
 MN0413  USGS QUAD   -  OLD BALDY (2017)
 MN0413
 MN0413                         *CURRENT SURVEY CONTROL
 MN0413  ______________________________________________________________________
 MN0413* NAD 83(1995) POSITION- 41 28 14.31609(N) 102 01 13.11385(W)   ADJUSTED
 MN0413* NAVD 88 ORTHO HEIGHT -  1159.    (meters)     3802.    (feet) SCALED
 MN0413  ______________________________________________________________________
 MN0413  GEOID HEIGHT    -        -20.274 (meters)                     GEOID18
 MN0413  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 MN0413  HORZ ORDER      -  FIRST
 MN0413
 MN0413.The horizontal coordinates were established by classical geodetic methods
 MN0413.and adjusted by the National Geodetic Survey in August 1997.
 MN0413
 MN0413.The orthometric height was scaled from a topographic map.
 MN0413
 MN0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0413.GEOID18 height accuracy estimate available here.
 MN0413
 MN0413.Click photographs - Photos may exist for this station.
 MN0413
 MN0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0413
 MN0413. The following values were computed from the NAD 83(1995) position.
 MN0413
 MN0413;                    North         East     Units Scale Factor Converg.
 MN0413;SPC NE       -   183,753.750   331,308.686   MT  0.99965878   -1 20 19.9
 MN0413;SPC NE       -   602,865.43  1,086,968.58   sFT  0.99965878   -1 20 19.9
 MN0413;UTM  13      - 4,595,291.801   748,819.488   MT  1.00036197   +1 58 27.4
 MN0413;UTM  14      - 4,595,409.535   247,788.245   MT  1.00038290   -2 00 04.4
 MN0413
 MN0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0413!SPC NE       -   0.99982150  x   0.99965878  =   0.99948034
 MN0413!UTM  13      -   0.99982150  x   1.00036197  =   1.00018340
 MN0413!UTM  14      -   0.99982150  x   1.00038290  =   1.00020433
 MN0413
 MN0413:                Primary Azimuth Mark                     Grid Az
 MN0413:SPC NE       -  OLD BALDY RM 1 AZIMUTH                   121 22 21.4
 MN0413:UTM  13      -  OLD BALDY RM 1 AZIMUTH                   118 03 34.1
 MN0413:UTM  14      -  OLD BALDY RM 1 AZIMUTH                   122 02 05.9
 MN0413
 MN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4881995291(NAD 83)
 MN0413
 MN0413|---------------------------------------------------------------------|
 MN0413| PID    Reference Object                     Distance      Geod. Az  |
 MN0413|                                                           dddmmss.s |
 MN0413| CP7849 OLD BALDY RM 1 AZIMUTH                             1200201.5 |
 MN0413| CP7850 OLD BALDY RM 2                                     18416     |
 MN0413| CP7851 OLD BALDY RM 3                       39.898 METERS 27212     |
 MN0413|---------------------------------------------------------------------|
 MN0413
 MN0413                          SUPERSEDED SURVEY CONTROL
 MN0413
 MN0413  NAD 83(1986)-  41 28 14.31603(N)    102 01 13.11787(W) AD(       ) 1
 MN0413  NAD 27      -  41 28 14.37500(N)    102 01 11.46300(W) AD(       ) 1
 MN0413
 MN0413.Superseded values are not recommended for survey control.
 MN0413
 MN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0413.See file dsdata.pdf to determine how the superseded data were derived.
 MN0413
 MN0413_MARKER: DS = TRIANGULATION STATION DISK
 MN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0413_STAMPING: OLD BALDY 1933
 MN0413_MARK LOGO: CGS
 MN0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0413+STABILITY: SURFACE MOTION
 MN0413
 MN0413  HISTORY     - Date     Condition        Report By
 MN0413  HISTORY     - 1933     MONUMENTED       CGS
 MN0413  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MN0413
 MN0413                          STATION DESCRIPTION
 MN0413
 MN0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0413'ABOUT 11 MILES NORTHEAST OF LEWELLEN, IN SOUTHWEST QUARTER
 MN0413'SEC. 2, T. 17 N., R. 41 W., ON HIGHEST POINT OF PROMINENT SAND
 MN0413'HILL KNOWN AS OLD BALDY.  LAND IS IN PASTURE OWNED BY MRS.
 MN0413'NASHERMAN, OF LEWELLEN.  TO REACH FROM FLAG POLE IN LEWELLEN
 MN0413'GO SOUTH AND EAST ON U.S. HIGHWAY 26 TO FIRST THROUGH STREET
 MN0413'NORTH JUST NORTH OF SAMS AUTO CAMP, TURN NORTH ON STREET,
 MN0413'CROSSING RAILROAD TRACK, FOR 1.4 MILES, THENCE EAST 1.5 MILES,
 MN0413'NORTH 3.0 MILES, EAST 2.6 MILES, NORTHEAST 2.5 MILES, EAST
 MN0413'0.5 MILE, NORTH 2.2 MILES, EAST 0.3 MILE, AND NORTH 1.0 MILE
 MN0413'TO POINT WHERE MAIN ROAD TURNS EAST THROUGH CATTLE GATE.
 MN0413'THIS ROAD IS THE MAIN-TRAVELED VELMA MAIL ROUTE.  FROM CATTLE
 MN0413'GATE, TURN WEST ALONG SOUTH SIDE OF FENCE 0.25 MILE TO FENCE
 MN0413'CORNER 50 YARDS WEST OF THREE COTTONWOOD TREES.  STATION
 MN0413'BEARS NORTHWEST FROM HERE DISTANT ABOUT 0.3 MILE.
 MN0413'CONTINUE ON TRAIL SOUTHWEST 1/4 MILE, THENCE NORTH NEAR
 MN0413'SECTION-LINE FENCE AND BEAR NORTHEAST TO STATION.
 MN0413'TRUCK CAN BE DRIVEN TO WITHIN 100 YARDS OF TOP OF HILL.  STATION
 MN0413'IS ON HIGHEST POINT OF HILL APPROXIMATELY 220 YARDS EAST
 MN0413'OF SECTION-LINE FENCE.
 MN0413'
 MN0413'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN FENCE LINE ON
 MN0413'NORTH SIDE OF ROAD, 20 FEET NORTH OF FENCE CORNER AND APPROXIMATELY
 MN0413'0.2 MILE EAST OF THREE COTTONWOODS.
 MN0413'
 MN0413'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON CREST
 MN0413'OF RIDGE JUST SOUTH OF STATION AND LOWER IN ELEVATION.
 MN0413'
 MN0413'REFERENCE MARK NO. 3 IS WEST OF STATION ON TOP OF KNOLL WEST OF
 MN0413'WIND-BLOWN GULLY.
 MN0413'
 MN0413'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.16 METERS.
 MN0413
 MN0413                          STATION RECOVERY (1946)
 MN0413
 MN0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0413'THE ORIGINAL STATION MARKS, SURFACE AND UNDERGROUND, COULD NOT
 MN0413'BE FOUND.
 MN0413'
 MN0413'THE CONCRETE PORTION OF REFERENCE MARK NO. 3 WAS FOUND UPROOTED
 MN0413'AND ON ITS SIDE AT THE BOTTOM OF A PIT AND THE DISK WAS MISSING.
 MN0413'
 MN0413'REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED AND IN GOOD
 MN0413'CONDITION.
 MN0413'
 MN0413'THE ORIGINAL DESCRIPTION STATES THAT THE STATION IS LOCATED
 MN0413'IN ARTHUR COUNTY.  BY PLOTTING THE STATION ON COUNTY MAPS IT
 MN0413'WAS FOUND TO BE LOCATED IN GARDEN COUNTY.
 MN0413'
 MN0413'A NEW STATION, OLD BALDY 2 WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0412 ***********************************************************************
 MN0412  DESIGNATION -  OLD BALDY 2
 MN0412  PID         -  MN0412
 MN0412  STATE/COUNTY-  NE/GARDEN
 MN0412  COUNTRY     -  US
 MN0412  USGS QUAD   -  OLD BALDY (2017)
 MN0412
 MN0412                         *CURRENT SURVEY CONTROL
 MN0412  ______________________________________________________________________
 MN0412* NAD 83(1995) POSITION- 41 28 14.25147(N) 102 01 12.92197(W)   ADJUSTED
 MN0412* NAVD 88 ORTHO HEIGHT -  1159.    (meters)     3802.    (feet) SCALED
 MN0412  ______________________________________________________________________
 MN0412  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 MN0412  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 MN0412  HORZ ORDER      -  FIRST
 MN0412
 MN0412.The horizontal coordinates were established by classical geodetic methods
 MN0412.and adjusted by the National Geodetic Survey in August 1997.
 MN0412
 MN0412.The orthometric height was scaled from a topographic map.
 MN0412
 MN0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0412.GEOID18 height accuracy estimate available here.
 MN0412
 MN0412.Click photographs - Photos may exist for this station.
 MN0412
 MN0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0412
 MN0412. The following values were computed from the NAD 83(1995) position.
 MN0412
 MN0412;                    North         East     Units Scale Factor Converg.
 MN0412;SPC NE       -   183,751.654   331,313.089   MT  0.99965878   -1 20 19.7
 MN0412;SPC NE       -   602,858.55  1,086,983.03   sFT  0.99965878   -1 20 19.7
 MN0412;UTM  13      - 4,595,289.962   748,824.008   MT  1.00036200   +1 58 27.5
 MN0412;UTM  14      - 4,595,407.387   247,792.627   MT  1.00038287   -2 00 04.2
 MN0412
 MN0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0412!SPC NE       -   0.99982150  x   0.99965878  =   0.99948034
 MN0412!UTM  13      -   0.99982150  x   1.00036200  =   1.00018343
 MN0412!UTM  14      -   0.99982150  x   1.00038287  =   1.00020430
 MN0412
 MN0412:                Primary Azimuth Mark                     Grid Az
 MN0412:SPC NE       -  OLD BALDY RM 1 AZIMUTH                   121 25 24.8
 MN0412:UTM  13      -  OLD BALDY RM 1 AZIMUTH                   118 06 37.6
 MN0412:UTM  14      -  OLD BALDY RM 1 AZIMUTH                   122 05 09.3
 MN0412
 MN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4882495289(NAD 83)
 MN0412
 MN0412|---------------------------------------------------------------------|
 MN0412| PID    Reference Object                     Distance      Geod. Az  |
 MN0412|                                                           dddmmss.s |
 MN0412| CP7852 OLD BALDY 2 RM 4                     36.920 METERS 02054     |
 MN0412| CP7849 OLD BALDY RM 1 AZIMUTH                             1200505.1 |
 MN0412| CP7850 OLD BALDY RM 2                                     18713     |
 MN0412|---------------------------------------------------------------------|
 MN0412
 MN0412                          SUPERSEDED SURVEY CONTROL
 MN0412
 MN0412  NAD 83(1986)-  41 28 14.25143(N)    102 01 12.92567(W) AD(       ) 1
 MN0412  NAD 27      -  41 28 14.30300(N)    102 01 11.26900(W) AD(       ) 1
 MN0412
 MN0412.Superseded values are not recommended for survey control.
 MN0412
 MN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0412.See file dsdata.pdf to determine how the superseded data were derived.
 MN0412
 MN0412_MARKER: DS = TRIANGULATION STATION DISK
 MN0412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0412_STAMPING: OLD BALDY 2 1946
 MN0412_MARK LOGO: CGS
 MN0412_MAGNETIC: P = MARKER IS A STEEL PIPE
 MN0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0412
 MN0412  HISTORY     - Date     Condition        Report By
 MN0412  HISTORY     - 1946     MONUMENTED       CGS
 MN0412  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MN0412
 MN0412                          STATION DESCRIPTION
 MN0412
 MN0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0412'LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF LEWELLEN ON THE HIGHEST
 MN0412'POINT OF A SAND DUNE KNOWN AS OLD BALDY.  IT IS A STANDARD
 MN0412'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 MN0412'6 INCHES.  IT IS STAMPED OLD BALDY 2 1946.
 MN0412'
 MN0412'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.2 MILE EAST OF A GROUP
 MN0412'OF 3 COTTONWOOD TREES, 25 FEET WEST OF A T FENCE INTERSECTION
 MN0412'AND CATTLE GUARD AND 15 INCHES NORTHWEST OF A WHITE REFERENCE
 MN0412'POST.  IT IS STAMPED OLD BALDY NO 1 1933 AND PROJECTS 3 INCHES.
 MN0412'
 MN0412'REFERENCE MARK NO. 2 IS ABOUT 100 FEET LOWER THAN THE STATION
 MN0412'NEAR THE CENTER OF A SMALL NORTHWEST-SOUTHEAST SAND RIDGE.
 MN0412'DUE TO ITS LOCATION AN ACCURATE MEASUREMENT TO IT COULD NOT
 MN0412'BE MADE.  IT IS STAMPED OLD BALDY NO 2 1933 AND PROJECTS 3
 MN0412'INCHES.
 MN0412'
 MN0412'REFERENCE MARK NO. 4 IS 24.01 FEET LOWER THAN THE STATION.
 MN0412'IT IS STAMPED OLD BALDY 2 NO 4 1946 AND PROJECTS 6 INCHES.
 MN0412'
 MN0412'THERE IS NO SUITABLE PLACE TO ESTABLISH ANOTHER REFERENCE
 MN0412'MARK.
 MN0412'
 MN0412'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 MN0412'IN LEWELLEN AND U.S. HIGHWAY NO. 26, GO EASTERLY ON NO. 26 FOR
 MN0412'0.2 MILE.  THEN LEFT, NORTH, ON A GRAVEL ROAD FOR 1.45 MILES TO
 MN0412'A T INTERSECTION.  THEN RIGHT, EAST, FOR 1.5 MILES.  THEN LEFT,
 MN0412'NORTH, FOR 3.0 MILES.  THEN RIGHT, MAIN TRAVELED ROAD, FOR
 MN0412'2.7 MILES.  THEN LEFT ON A TRACK ROAD FOR 3.7 MILES TO A SCHOOL
 MN0412'HOUSE ON THE RIGHT.  CONTINUE NORTHERLY ON THE MAIN TRACK ROAD
 MN0412'FOR 1.35 MILES TO A FORK.  THEN RIGHT FORK FOR 1.25 MILES TO
 MN0412'WHERE THE ROAD GOES THROUGH A CATTLE GUARD ON THE RIGHT.
 MN0412'AZIMUTH MARK IS IN THE EAST-WEST FENCE LINE.  LEAVE THE
 MN0412'TRACK ROAD AND FOLLOW THE FENCE LINE WESTERLY FOR 0.25 MILE
 MN0412'TO A FENCE CORNER.  CONTINUE WESTERLY FOR 0.3 MILE THEN
 MN0412'TURN RIGHT TOWARD THE HIGHEST POINT OF THE SAND DUNE FOR
 MN0412'ABOUT 0.3 MILE AND THE END OF TRUCK TRAVEL.  PACK ABOUT 150
 MN0412'YARDS TO THE HIGHEST POINT AND THE STATION.
 MN0412
 MN0412                          STATION RECOVERY (1970)
 MN0412
 MN0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLH)
 MN0412'THE STATION MARK WAS FOUND AT THE BOTTOM OF A SAND PIT,
 MN0412'DESTROYED BY WIND EROSION.  THE SUBSURFACE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0614 ***********************************************************************
 MN0614  DESIGNATION -  OLIVER
 MN0614  PID         -  MN0614
 MN0614  STATE/COUNTY-  NE/KIMBALL
 MN0614  COUNTRY     -  US
 MN0614  USGS QUAD   -  OLIVER RESERVOIR (2017)
 MN0614
 MN0614                         *CURRENT SURVEY CONTROL
 MN0614  ______________________________________________________________________
 MN0614* NAD 83(1995) POSITION- 41 10 52.73639(N) 103 47 51.15592(W)   ADJUSTED
 MN0614* NAVD 88 ORTHO HEIGHT -  1525.    (meters)     5003.    (feet) SCALED
 MN0614  ______________________________________________________________________
 MN0614  GEOID HEIGHT    -        -18.588 (meters)                     GEOID18
 MN0614  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 MN0614  HORZ ORDER      -  SECOND
 MN0614
 MN0614.The horizontal coordinates were established by classical geodetic methods
 MN0614.and adjusted by the National Geodetic Survey in August 1997.
 MN0614
 MN0614.The orthometric height was scaled from a topographic map.
 MN0614
 MN0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0614.GEOID18 height accuracy estimate available here.
 MN0614
 MN0614.Click photographs - Photos may exist for this station.
 MN0614
 MN0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0614
 MN0614. The following values were computed from the NAD 83(1995) position.
 MN0614
 MN0614;                    North         East     Units Scale Factor Converg.
 MN0614;SPC NE       -   156,654.942   181,576.278   MT  0.99967455   -2 30 59.8
 MN0614;SPC NE       -   513,958.76    595,721.51   sFT  0.99967455   -2 30 59.8
 MN0614;UTM  13      - 4,559,582.011   600,851.809   MT  0.99972518   +0 47 30.5
 MN0614
 MN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0614!SPC NE       -   0.99976381  x   0.99967455  =   0.99943843
 MN0614!UTM  13      -   0.99976381  x   0.99972518  =   0.99948905
 MN0614
 MN0614:                Primary Azimuth Mark                     Grid Az
 MN0614:SPC NE       -  OLIVER AZ MK                             010 16 59.0
 MN0614:UTM  13      -  OLIVER AZ MK                             006 58 28.7
 MN0614
 MN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0085159582(NAD 83)
 MN0614
 MN0614|---------------------------------------------------------------------|
 MN0614| PID    Reference Object                     Distance      Geod. Az  |
 MN0614|                                                           dddmmss.s |
 MN0614| CP7854 OLIVER RM 1                          11.630 METERS 00028     |
 MN0614| CP7853 OLIVER AZ MK                                       0074559.2 |
 MN0614| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.10.9 KM 0090937.1 |
 MN0614| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX.16.0 KM 0451154.3 |
 MN0614| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX.15.2 KM 0733850.5 |
 MN0614| CP7855 OLIVER RM 2                          14.795 METERS 17859     |
 MN0614|---------------------------------------------------------------------|
 MN0614
 MN0614                          SUPERSEDED SURVEY CONTROL
 MN0614
 MN0614  NAD 83(1993)-  41 10 52.73583(N)    103 47 51.15580(W) AD(       ) 2
 MN0614  NAD 83(1986)-  41 10 52.72899(N)    103 47 51.15496(W) AD(       ) 2
 MN0614  NAD 27      -  41 10 52.79600(N)    103 47 49.35500(W) AD(       ) 2
 MN0614
 MN0614.Superseded values are not recommended for survey control.
 MN0614
 MN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0614.See file dsdata.pdf to determine how the superseded data were derived.
 MN0614
 MN0614_MARKER: DS = TRIANGULATION STATION DISK
 MN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0614_STAMPING: OLIVER 1960
 MN0614_MARK LOGO: CGS
 MN0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0614+STABILITY: SURFACE MOTION
 MN0614
 MN0614  HISTORY     - Date     Condition        Report By
 MN0614  HISTORY     - 1960     MONUMENTED       CGS
 MN0614  HISTORY     - 1963     GOOD             CGS
 MN0614
 MN0614                          STATION DESCRIPTION
 MN0614
 MN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0614'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF KIMBALL, 6
 MN0614'MILES SOUTHEAST OF BUSHNELL AND 3 MILES SOUTH OF THE OLIVER
 MN0614'RESERVOIR ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION
 MN0614'LINE ROAD.  IN THE SE CORNER OF SECTION 13, T. 14 N., R. 57 W.
 MN0614'
 MN0614'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL GO
 MN0614'EAST ON U.S. HIGHWAY 30 FOR 4.7 MILES TO A CROSSROAD.  TURN
 MN0614'RIGHT, SOUTH, AND GO 2.5 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 MN0614'AHEAD AND GO 0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0614'
 MN0614'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.6
 MN0614'MILE TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 0.1 MILE TO
 MN0614'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MN0614'
 MN0614'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0614'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 MN0614'STAMPED OLIVER 1960.  IT IS 39 FEET WEST OF THE CENTER OF
 MN0614'A GRAVELED ROAD, 4 FEET SOUTH OF A METAL WITNESS POST AND
 MN0614'3-1/2 FEET SOUTH OF A POWER LINE POLE.
 MN0614'
 MN0614'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0614'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND
 MN0614'IS STAMPED OLIVER NO 1 1960.  IT IS 39 FEET WEST OF THE CENTER
 MN0614'OF A GRAVELED ROAD AND 35 FEET NORTH OF A POWER LINE POLE.
 MN0614'
 MN0614'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0614'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES AND
 MN0614'IS STAMPED OLIVER NO 2 1960.  IT IS 52 FEET SOUTH OF A POWER
 MN0614'LINE POLE AND 39 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 MN0614'
 MN0614'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0614'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES AND
 MN0614'IS STAMPED OLIVER 1960.  IT IS 30 FEET SOUTH OF THE CENTER OF
 MN0614'A GRAVELED ROAD, 3 FEET EAST OF A METAL WITNESS POST AND 2
 MN0614'FEET EAST OF A POWER LINE POLE.
 MN0614'
 MN0614'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0614
 MN0614                          STATION RECOVERY (1963)
 MN0614
 MN0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0614'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MN0614'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 MN0614'AND ALL MEASUREMENTS AND DIRECTIONS CHECKED.  WITNESS POSTS
 MN0614'WERE SET NEAR THE REFERENCE MARKS.  REFERENCE MARK NO. 1 IS
 MN0614'1.2 FEET SOUTH OF A WITNESS POST AND REFERENCE MARK NO. 2 IS
 MN0614'1.4 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2087 ***********************************************************************
 MK2087  DESIGNATION -  OLIVER
 MK2087  PID         -  MK2087
 MK2087  STATE/COUNTY-  NE/LANCASTER
 MK2087  COUNTRY     -  US
 MK2087  USGS QUAD   -  VALPARAISO (2017)
 MK2087
 MK2087                         *CURRENT SURVEY CONTROL
 MK2087  ______________________________________________________________________
 MK2087* NAD 83(1995) POSITION- 41 01 00.94516(N) 096 45 30.31563(W)   ADJUSTED
 MK2087* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 MK2087  ______________________________________________________________________
 MK2087  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 MK2087  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 MK2087  HORZ ORDER      -  SECOND
 MK2087
 MK2087.The horizontal coordinates were established by classical geodetic methods
 MK2087.and adjusted by the National Geodetic Survey in August 1997.
 MK2087
 MK2087.The orthometric height was scaled from a topographic map.
 MK2087
 MK2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2087.GEOID18 height accuracy estimate available here.
 MK2087
 MK2087.Click photographs - Photos may exist for this station.
 MK2087
 MK2087.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2087
 MK2087. The following values were computed from the NAD 83(1995) position.
 MK2087
 MK2087;                    North         East     Units Scale Factor Converg.
 MK2087;SPC NE       -   136,519.669   772,513.972   MT  0.99969477   +2 08 53.5
 MK2087;SPC NE       -   447,898.28  2,534,489.59   sFT  0.99969477   +2 08 53.5
 MK2087;UTM  14      - 4,543,056.692   688,478.739   MT  1.00003724   +1 28 17.5
 MK2087
 MK2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2087!SPC NE       -   0.99993609  x   0.99969477  =   0.99963088
 MK2087!UTM  14      -   0.99993609  x   1.00003724  =   0.99997332
 MK2087
 MK2087:                Primary Azimuth Mark                     Grid Az
 MK2087:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             165 47 42.7
 MK2087:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             166 28 18.7
 MK2087
 MK2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8847843056(NAD 83)
 MK2087
 MK2087|---------------------------------------------------------------------|
 MK2087| PID    Reference Object                     Distance      Geod. Az  |
 MK2087|                                                           dddmmss.s |
 MK2087| CL8032 OLIVER RM 1                          28.262 METERS 04437     |
 MK2087| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.23.7 KM 1675636.2 |
 MK2087| CL8033 OLIVER RM 2                          23.530 METERS 27416     |
 MK2087|---------------------------------------------------------------------|
 MK2087
 MK2087                          SUPERSEDED SURVEY CONTROL
 MK2087
 MK2087  NAD 83(1986)-  41 01 00.95558(N)    096 45 30.31706(W) AD(       ) 2
 MK2087  NAD 27      -  41 01 00.93252(N)    096 45 29.22175(W) AD(       ) 2
 MK2087
 MK2087.Superseded values are not recommended for survey control.
 MK2087
 MK2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2087.See file dsdata.pdf to determine how the superseded data were derived.
 MK2087
 MK2087_MARKER: DD = SURVEY DISK
 MK2087_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2087+WITH SETTING: INFORMATION.
 MK2087_STAMPING: OLIVER ET 1967
 MK2087_MARK LOGO: USGS
 MK2087_PROJECTION: FLUSH
 MK2087_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2087
 MK2087  HISTORY     - Date     Condition        Report By
 MK2087  HISTORY     - 1967     MONUMENTED       USGS
 MK2087  HISTORY     - 1981     GOOD             LOCENG
 MK2087  HISTORY     - 19970714 MARK NOT FOUND   NGS
 MK2087
 MK2087                          STATION DESCRIPTION
 MK2087
 MK2087'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2087'THE STATION IS LOCATED ABOUT 3.0 MI E. OF AGNEW, T. 12 N., R. 6
 MK2087'E., NEAR THE COR. SECS. 8, 9, 16, AND 17, 69 FT N. AND 95 FT W.
 MK2087'OF CENTER OF T-RD. N., 9 FT S. OF FENCE.
 MK2087'
 MK2087'TO REACH THE STATION FROM AGNEW, GO E. FOR 2.85 MI TO STATION,
 MK2087'TOP OF HIGH BANK ON LEFT (N.) SIDE OF RD.
 MK2087'
 MK2087'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2087'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2087'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2087'
 MK2087'THE STATION MARK IS STAMPED ET OLIVER 1967.
 MK2087'
 MK2087'REFERENCE MARK NO. 1 IS NNE. OF THE STATION, 133 FT N., 37 FT W.
 MK2087'OF CENTER OF T-RD. N., IN FENCE LINE, STAMPED OLIVER NO 1 1967.
 MK2087'
 MK2087'REFERENCE MARK NO. 2 IS W. OF THE STATION, 76 FT N. AND 173 FT
 MK2087'W. OF CENTER OF T-RD. N., 2 FT S. OF FENCE, STAMPED OLIVER NO 2
 MK2087'1967.
 MK2087'
 MK2087'AZIMUTH MARK - NONE SET.
 MK2087'
 MK2087'REFERENCE AZIMUTH OBSERVED TO CAPITOL DOME IN LINCOLN.
 MK2087
 MK2087                          STATION RECOVERY (1981)
 MK2087
 MK2087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2087'ET OLIVER 1967 RECOVERED GOOD.
 MK2087'
 MK2087'OLIVER NO. 1 1967 RECOVERED GOOD.
 MK2087'
 MK2087'OLIVER NO. 2 1967 RECOVERED GOOD.
 MK2087'
 MK2087'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI E. OF AGNEW.
 MK2087
 MK2087                          STATION RECOVERY (1997)
 MK2087
 MK2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2087'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  A LONG COPPER-CLAD ROD,
 MK2087'WITH NO DISK ATTACHED, WAS FOUND AT THE WITNESS POST.  MEASUREMENT
 MK2087'FROM THE CENTERLINE OF THE HIGHWAY PLACE THE MARKS LOCATION ON THE
 MK2087'BACK SLOPE OF A WIDE CUT THROUGH A HILL.  NO MEASUREMENT FROM THE
 MK2087'WITNESS POST WAS GIVEN.  THE REFERENCE MARKS WERE NOT LOOKED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 CL8033 ***********************************************************************
 CL8033  HT_MOD      -  This is a Height Modernization Survey Station.
 CL8033  DESIGNATION -  OLIVER RM 2
 CL8033  PID         -  CL8033
 CL8033  STATE/COUNTY-  NE/LANCASTER
 CL8033  COUNTRY     -  US
 CL8033  USGS QUAD   -  VALPARAISO (2017)
 CL8033
 CL8033                         *CURRENT SURVEY CONTROL
 CL8033  ______________________________________________________________________
 CL8033* NAD 83(2011) POSITION- 41 01 01.01225(N) 096 45 31.32136(W)   ADJUSTED
 CL8033* NAD 83(2011) ELLIP HT-   407.690 (meters)        (06/27/12)   ADJUSTED
 CL8033* NAD 83(2011) EPOCH   -  2010.00
 CL8033* NAVD 88 ORTHO HEIGHT -   434.31  (meters)     1424.9   (feet) GPS OBS
 CL8033  ______________________________________________________________________
 CL8033  NAVD 88 orthometric height was determined with geoid model    GEOID99
 CL8033  GEOID HEIGHT    -        -26.610 (meters)                     GEOID99
 CL8033  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 CL8033  NAD 83(2011) X  -   -567,217.507 (meters)                     COMP
 CL8033  NAD 83(2011) Y  - -4,786,169.844 (meters)                     COMP
 CL8033  NAD 83(2011) Z  -  4,164,111.037 (meters)                     COMP
 CL8033  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 CL8033
 CL8033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CL8033  Standards:
 CL8033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CL8033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CL8033  -------------------------------------------------------------------
 CL8033  NETWORK    0.98   0.98           0.43   0.36   0.50      0.13682518
 CL8033  -------------------------------------------------------------------
 CL8033  Click here for local accuracies and other accuracy information.
 CL8033
 CL8033.The horizontal coordinates were established by GPS observations
 CL8033.and adjusted by the National Geodetic Survey in June 2012.
 CL8033
 CL8033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CL8033.been affixed to the stable North American tectonic plate. See 
 CL8033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CL8033
 CL8033.The horizontal coordinates are valid at the epoch date displayed above
 CL8033.which is a decimal equivalence of Year/Month/Day.
 CL8033
 CL8033.The orthometric height was determined by GPS observations and a
 CL8033.high-resolution geoid model using precise GPS observation and
 CL8033.processing techniques.
 CL8033
 CL8033.Significant digits in the geoid height do not necessarily reflect accuracy.
 CL8033.GEOID18 height accuracy estimate available here.
 CL8033
 CL8033.Click photographs - Photos may exist for this station.
 CL8033
 CL8033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL8033
 CL8033.The Laplace correction was computed from DEFLEC18 derived deflections.
 CL8033
 CL8033.The ellipsoidal height was determined by GPS observations
 CL8033.and is referenced to NAD 83.
 CL8033
 CL8033. The following values were computed from the NAD 83(2011) position.
 CL8033
 CL8033;                    North         East     Units Scale Factor Converg.
 CL8033;SPC NE       -   136,520.856   772,490.420   MT  0.99969476   +2 08 52.8
 CL8033;SPC NE       -   447,902.18  2,534,412.32   sFT  0.99969476   +2 08 52.8
 CL8033;UTM  14      - 4,543,058.158   688,455.194   MT  1.00003713   +1 28 16.9
 CL8033
 CL8033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL8033!SPC NE       -   0.99993605  x   0.99969476  =   0.99963083
 CL8033!UTM  14      -   0.99993605  x   1.00003713  =   0.99997318
 CL8033
 CL8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8845543058(NAD 83)
 CL8033
 CL8033                          SUPERSEDED SURVEY CONTROL
 CL8033
 CL8033  NAD 83(2007)-  41 01 01.01225(N)    096 45 31.32188(W) AD(2002.00) 0
 CL8033  ELLIP H (02/10/07)  407.710  (m)                       GP(2002.00)    
 CL8033  NAD 83(1995)-  41 01 01.01213(N)    096 45 31.32127(W) AD(       ) 1
 CL8033  ELLIP H (03/30/05)  407.678  (m)                       GP(       ) 3 1
 CL8033
 CL8033.Superseded values are not recommended for survey control.
 CL8033
 CL8033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL8033.See file dsdata.pdf to determine how the superseded data were derived.
 CL8033
 CL8033_MARKER: DR = REFERENCE MARK DISK
 CL8033_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CL8033+WITH SETTING: INFORMATION.
 CL8033_STAMPING: OLIVER 2 1967
 CL8033_MARK LOGO: USGS
 CL8033_PROJECTION: FLUSH
 CL8033_MAGNETIC: I = MARKER IS A STEEL ROD
 CL8033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL8033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL8033+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2016
 CL8033
 CL8033  HISTORY     - Date     Condition        Report By
 CL8033  HISTORY     - 1967     MONUMENTED       USGS
 CL8033  HISTORY     - 2002     GOOD             NEDR
 CL8033  HISTORY     - 20100504 GOOD             INDIV
 CL8033  HISTORY     - 20161209 GOOD             WOOLPT
 CL8033
 CL8033                          STATION DESCRIPTION
 CL8033
 CL8033'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (DM)
 CL8033'THE STATION IS LOCATED 3 MILES EAST OF AGNEW, NE.
 CL8033'
 CL8033'TO REACH THE STATION FROM THE INTERSECTION OF HWY.79 AND AGNEW ROAD GO
 CL8033'EAST ON  AGNEW ROAD APPROX. 2.85 MILES TO THE POINT.   TO REACH THE
 CL8033'STATION FROM THE JCT OF U.S.HWY 34 AND STATE HWY.79 NW. OF LINCOLN,
 CL8033'NE. GO  NORTH ON HWY. 79 FOR APPROX. 7.0 MILES, TURN RIGHT (EAST) GO
 CL8033'ACROSS R.R. TRACKS THEN  IMMEDIATELY TURN LEFT AND GO NORTH ON NW.
 CL8033'56TH   FOR APPROX. 2.0 MILES TO WEST AGNEW  ROAD. TURN RIGHT AND GO
 CL8033'EAST ON WEST AGNEW ROAD FOR APPROX. 1.99 MILES TO THE POINT.
 CL8033'
 CL8033'THE MARK IS IN SECTION 8, T-12-N, R-6-E.
 CL8033'
 CL8033'THE STATION IS 173 FEET WEST OF THE CENTERLINE OF NW 27TH STREET,
 CL8033'83.40 FEET EAST OF TOP  SE CORNER OF TELEPHONE RISER BOX, 1.7 FEET
 CL8033'SOUTH OF BOTTOM ORANGE FIBERGLASS WITNESS  POST, 42 FEET EAST OF IN
 CL8033'LINE WITH CENTERLINE FARM DRIVE 2801.
 CL8033
 CL8033                          STATION RECOVERY (2010)
 CL8033
 CL8033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 CL8033'RECOVERED IN GOOD CONDITION.
 CL8033
 CL8033                          STATION RECOVERY (2016)
 CL8033
 CL8033'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 CL8033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0562 ***********************************************************************
 MN0562  DESIGNATION -  OLSEN
 MN0562  PID         -  MN0562
 MN0562  STATE/COUNTY-  NE/CHEYENNE
 MN0562  COUNTRY     -  US
 MN0562  USGS QUAD   -  POTTER SE (2017)
 MN0562
 MN0562                         *CURRENT SURVEY CONTROL
 MN0562  ______________________________________________________________________
 MN0562* NAD 83(1995) POSITION- 41 04 28.17417(N) 103 20 38.66958(W)   ADJUSTED
 MN0562* NAVD 88 ORTHO HEIGHT -  1426.    (meters)     4678.    (feet) SCALED
 MN0562  ______________________________________________________________________
 MN0562  GEOID HEIGHT    -        -19.266 (meters)                     GEOID18
 MN0562  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 MN0562  HORZ ORDER      -  FIRST
 MN0562
 MN0562.The horizontal coordinates were established by classical geodetic methods
 MN0562.and adjusted by the National Geodetic Survey in August 1997.
 MN0562
 MN0562.The orthometric height was scaled from a topographic map.
 MN0562
 MN0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0562.GEOID18 height accuracy estimate available here.
 MN0562
 MN0562.Click photographs - Photos may exist for this station.
 MN0562
 MN0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0562
 MN0562. The following values were computed from the NAD 83(1995) position.
 MN0562
 MN0562;                    North         East     Units Scale Factor Converg.
 MN0562;SPC NE       -   143,233.795   219,120.728   MT  0.99968676   -2 12 58.0
 MN0562;SPC NE       -   469,926.21    718,898.59   sFT  0.99968676   -2 12 58.0
 MN0562;UTM  13      - 4,548,347.542   639,111.609   MT  0.99983818   +1 05 17.5
 MN0562
 MN0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0562!SPC NE       -   0.99977944  x   0.99968676  =   0.99946627
 MN0562!UTM  13      -   0.99977944  x   0.99983818  =   0.99961766
 MN0562
 MN0562:                Primary Azimuth Mark                     Grid Az
 MN0562:SPC NE       -  OLSEN AZ MK 2                            091 40 15.2
 MN0562:UTM  13      -  OLSEN AZ MK 2                            088 21 59.7
 MN0562
 MN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3911148347(NAD 83)
 MN0562
 MN0562|---------------------------------------------------------------------|
 MN0562| PID    Reference Object                     Distance      Geod. Az  |
 MN0562|                                                           dddmmss.s |
 MN0562| CP7856 OLSEN AZ MK                                        0670531.0 |
 MN0562| CP7857 OLSEN AZ MK 2                                      0892717.2 |
 MN0562| CP7858 OLSEN RM 1                           28.048 METERS 08959     |
 MN0562| CP7860 OLSEN RM 3                           28.247 METERS 12814     |
 MN0562| CP7859 OLSEN RM 2                           23.602 METERS 17914     |
 MN0562|---------------------------------------------------------------------|
 MN0562
 MN0562                          SUPERSEDED SURVEY CONTROL
 MN0562
 MN0562  NAD 83(1993)-  41 04 28.17116(N)    103 20 38.67041(W) AD(       ) 1
 MN0562  NAD 83(1992)-  41 04 28.16764(N)    103 20 38.66989(W) AD(       ) 1
 MN0562  NAD 83(1986)-  41 04 28.16684(N)    103 20 38.66947(W) AD(       ) 1
 MN0562  NAD 27      -  41 04 28.22650(N)    103 20 36.91680(W) AD(       ) 1
 MN0562
 MN0562.Superseded values are not recommended for survey control.
 MN0562
 MN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0562.See file dsdata.pdf to determine how the superseded data were derived.
 MN0562
 MN0562_MARKER: DS = TRIANGULATION STATION DISK
 MN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0562_STAMPING: OLSEN 1934
 MN0562_MARK LOGO: CGS
 MN0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0562+STABILITY: SURFACE MOTION
 MN0562
 MN0562  HISTORY     - Date     Condition        Report By
 MN0562  HISTORY     - 1934     MONUMENTED       CGS
 MN0562  HISTORY     - 1958     GOOD             CGS
 MN0562  HISTORY     - 1963     GOOD             CGS
 MN0562
 MN0562                          STATION DESCRIPTION
 MN0562
 MN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0562'THE STATION IS 10 MILES, AIRLINE, SOUTH OF POTTER, IN NORTHEAST
 MN0562'QUARTER SEC. T. 13 N., R. 52 W., ON A SMOOTH RIDGE OWNED BY G.C.
 MN0562'OLSEN, 0.4 MILE NORTHWEST OF A TWO-STORY WHITE HOUSE OF JENS OLSEN,
 MN0562'0.2 MILE SOUTH AND 0.4 MILE WEST OF GRADED ROAD, 50 YARDS
 MN0562'WEST-NORTHWEST OF A LONE RED BARN, AND 10 YARDS SOUTH OF THE
 MN0562'CONCRETE FOUNDATION OF A FORMER BUILDING.
 MN0562'
 MN0562'THE STATION MAY BE REACHED FROM POTTER, ON U.S. HIGHWAY 30,
 MN0562'BY DRIVING SOUTH ON A GOOD GRADED, GRAVELED, COUNTRY ROAD FOR
 MN0562'2.9 MILES TO A T-INTERSECTION.  TURN DUE EAST 0.5 MILE, THEN
 MN0562'SOUTH FOLLOWING THE ONLY MAIN ROAD 7.0 MILES TO ANOTHER
 MN0562'T-INTERSECTION.  TURN DUE WEST AND GO 1.0 MILE AND THEN
 MN0562'SOUTH 0.2 MILE TO THE LARGE TWO-STORY WHITE HOUSE OF JENS
 MN0562'OLSEN.  LEAVE THE GRADED ROAD AND DRIVE WEST THROUGH WIRE
 MN0562'GATE, GO ALONG FARM ROAD 0.4 MILE AND TO LONE RED BARN AND
 MN0562'STATION.
 MN0562'
 MN0562'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0562'BRONZE DISKS SET AS DESCRIBED.
 MN0562'
 MN0562'REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 MN0562'
 MN0562'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.
 MN0562'
 MN0562'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION IN A SECTION-LINE
 MN0562'FENCE CORNER.  IT IS 48 FEET SOUTHWEST OF A SECTION-LINE
 MN0562'ROAD T-INTERSECTION, 37 FEET SOUTH OF THE CENTERLINE OF AN
 MN0562'EAST-WEST SECTION-LINE ROAD, 31 FEET WEST OF THE CENTERLINE OF A
 MN0562'NORTH-SOUTH SECTION-LINE ROAD (BOTH ROADS ARE GRADED), 3
 MN0562'FEET SOUTH OF SECTION-LINE CORNER FENCE POST, AND 2 FEET WEST
 MN0562'OF A NORTH-SOUTH SECTION-LINE FENCE.
 MN0562'
 MN0562'A 10-FOOT STAND WILL CLEAR ALL LINES.
 MN0562
 MN0562                          STATION RECOVERY (1958)
 MN0562
 MN0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MN0562'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MN0562'RECOVERED AND FOUND IN GOOD CONDITION.  THE MONUMENT FOR
 MN0562'REFERENCE MARK 1 WAS FOUND, BUT THE TOP WAS BROKEN OFF AND THE
 MN0562'DISK WAS NOT RECOVERED.  MR. GUNHART OLSEN HAS BUILT A NEW
 MN0562'BRICK HOUSE NEAR THE STATION SITE AND THIS HAS BLOCKED THE
 MN0562'VIEW AT GROUND LEVEL TO THE NORTH AND TWO BARNS BLOCK THE
 MN0562'VIEW TO THE NORTHEAST AND SOUTHEAST, ALSO BLOCKING THE AZIMUTH
 MN0562'MARK AT GROUND LEVEL.  FOR USING THE CONTROL OF THIS STATION
 MN0562'AT THIS TIME AN ECCENTRIC POINT WAS OCCUPIED, OBSERVING THE
 MN0562'LINE TO TRIANGULATION STATION POTTER 1934 AND THE AZIMUTH
 MN0562'MARK AT OLSEN 1934.  DUE TO THE NEW HOUSE AND CHANGES IN
 MN0562'THE IMMEDIATE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0562'
 MN0562'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF POTTER ON
 MN0562'PROPERTY OWNED BY MR. GUNHART OLSEN THAT LIVES AT THE STATION
 MN0562'SITE.  IT IS 72 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 MN0562'OF MR. OLSENS BROWN BRICK HOUSE, 54 FEET NORTHWEST OF THE
 MN0562'NORTHWEST LEG OF A WOODEN WIND MILL, 34 FEET SOUTHEAST OF THE
 MN0562'SOUTHEAST CORNER OF A BRICK GARAGE AND 34 FEET NORTH OF A
 MN0562'FENCE CORNER POST THAT IS AT THE NORTHEAST CORNER OF A GARDEN.
 MN0562'THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED OLSEN
 MN0562'1934.
 MN0562'
 MN0562'REFERENCE MARK 2 IS 37 FEET NORTH OF A FENCE CORNER POST
 MN0562'AT BARN-YARD, 26 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 MN0562'WINDMILL AND 16 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST
 MN0562'AT THE SOUTHEAST CORNER OF THE GARDEN.  THE MONUMENT PROJECTS
 MN0562'5 INCHES AND THE DISK IS STAMPED OLSEN NO 2 1934.
 MN0562'
 MN0562'THE AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE INTERSECTION OF A
 MN0562'GRAVELED ROAD, 42 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 MN0562'36 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 14 FEET WEST
 MN0562'OF A FENCE CORNER POST AND 11 FEET WEST OF A POWER LINE POLE.
 MN0562'THE MONUMENT IS UNDERGROUND ABOUT 4 INCHES AND THE DISK IS
 MN0562'STAMPED OLSEN AZIMUTH 1934.
 MN0562'
 MN0562'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MN0562'30 AND GRAVELED ROAD SOUTH IN THE SOUTH SECTION OF POTTER,
 MN0562'GO SOUTH ON THE GRAVELED ROAD FOR 2.8 MILES TO A Y-INTERSECTION.
 MN0562'TAKE LEFT FORK AND GO EAST FOR 0.4 MILE TO WHERE ROAD BEARS
 MN0562'SOUTH.  TURN SOUTH ON GRAVELED ROAD FOR 7.15 MILES TO A
 MN0562'GRAVELED T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST ON
 MN0562'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND A FARM
 MN0562'LANE ON THE RIGHT AND THE AZIMUTH MARK IN THE SOUTHWEST CORNER
 MN0562'OF INTERSECTION.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.35
 MN0562'MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH
 MN0562'ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION.
 MN0562
 MN0562                          STATION RECOVERY (1963)
 MN0562
 MN0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0562'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 MN0562'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED
 MN0562'AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  THE
 MN0562'AZIMUTH MARK WAS NOT RECOVERED DUE TO A NEW BARN AT THE
 MN0562'STATION WHICH IS ON LINE BETWEEN THE TWO.  A NEW AZIMUTH MARK
 MN0562'WAS ESTABLISHED AT THIS DATE.
 MN0562'
 MN0562'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0562'
 MN0562'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 1-1/2 MILES
 MN0562'WEST OF THE TOWN OF POTTER, IN THE NORTHEAST 1/4 OF SECTION
 MN0562'25, R52W AND T13N ON THE PROPERTY OF MR. JENS OLSEN.
 MN0562'
 MN0562'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO SOUTH
 MN0562'FOR 0.15 MILE TO U.S. HIGHWAY 30, TURN RIGHT AND GO WEST ON
 MN0562'U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 MN0562'AND GO SOUTH FOR 1.5 MILES TO A FORK, KEEP RIGHT FORK AND GO
 MN0562'WEST AND SOUTH FOR 0.75 MILE TO A FORK.  KEEP RIGHT FORK AND
 MN0562'FOLLOW THE MAIN GRAVELED ROAD WEST AND SOUTH FOR 8.0 MILES
 MN0562'TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.6 MILE TO A SIDE
 MN0562'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE
 MN0562'STATION JUST SOUTH OF THE FARM HOME OF MR. JENS OLSEN.
 MN0562'
 MN0562'THE STATION MARK IS A STANDARD DISK STAMPED OLSEN 1934, SET
 MN0562'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0562'5 INCHES.  IT IS 70 FEET SOUTH OF THE BACK DOOR TO FARM HOUSE
 MN0562'AND 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE.
 MN0562'
 MN0562'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OLSEN NO 2 1934,
 MN0562'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0562'4 INCHES.  IT IS 38 FEET NORTH OF THE NORTHWEST CORNER POST OF A
 MN0562'COW LOT AND 14 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A WATER
 MN0562'STORAGE TANK NEAR THE WINDMILL.
 MN0562'
 MN0562'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OLSEN NO 3 1934
 MN0562'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MN0562'THAT IS FLUSH WITH THE SURFACE.  IT IS 135 FEET SOUTHEAST
 MN0562'OF THE SOUTHEAST CORNER OF FARM HOME AND 1 FOOT EAST OF A
 MN0562'POWER POLE.
 MN0562'
 MN0562'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OLSEN 1934 1963,
 MN0562'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MN0562'PROJECTS 2 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF ROAD,
 MN0562'2 FEET NORTH OF A POWER POLE AND 1.1 FEET EAST OF THE WITNESS
 MN0562'POST.
 MN0562'
 MN0562'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.15
 MN0562'MILE TO A T ROAD.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO A
 MN0562'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE
 MN0562'MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2071 ***********************************************************************
 MK2071  HT_MOD      -  This is a Height Modernization Survey Station.
 MK2071  DESIGNATION -  OLSON
 MK2071  PID         -  MK2071
 MK2071  STATE/COUNTY-  NE/LANCASTER
 MK2071  COUNTRY     -  US
 MK2071  USGS QUAD   -  WAHOO SE (2017)
 MK2071
 MK2071                         *CURRENT SURVEY CONTROL
 MK2071  ______________________________________________________________________
 MK2071* NAD 83(2011) POSITION- 41 00 18.34155(N) 096 37 25.83385(W)   ADJUSTED
 MK2071* NAD 83(2011) ELLIP HT-   377.295 (meters)        (06/27/12)   ADJUSTED
 MK2071* NAD 83(2011) EPOCH   -  2010.00
 MK2071* NAVD 88 ORTHO HEIGHT -   403.59  (meters)     1324.1   (feet) GPS OBS
 MK2071  ______________________________________________________________________
 MK2071  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK2071  GEOID HEIGHT    -        -26.280 (meters)                     GEOID99
 MK2071  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 MK2071  NAD 83(2011) X  -   -556,047.688 (meters)                     COMP
 MK2071  NAD 83(2011) Y  - -4,788,326.931 (meters)                     COMP
 MK2071  NAD 83(2011) Z  -  4,163,097.756 (meters)                     COMP
 MK2071  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC18
 MK2071
 MK2071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2071  Standards:
 MK2071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2071  -------------------------------------------------------------------
 MK2071  NETWORK    0.99   0.98           0.43   0.37   0.50      0.13992786
 MK2071  -------------------------------------------------------------------
 MK2071  Click here for local accuracies and other accuracy information.
 MK2071
 MK2071.The horizontal coordinates were established by GPS observations
 MK2071.and adjusted by the National Geodetic Survey in June 2012.
 MK2071
 MK2071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2071.been affixed to the stable North American tectonic plate. See 
 MK2071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2071
 MK2071.The horizontal coordinates are valid at the epoch date displayed above
 MK2071.which is a decimal equivalence of Year/Month/Day.
 MK2071
 MK2071.The orthometric height was determined by GPS observations and a
 MK2071.high-resolution geoid model using precise GPS observation and
 MK2071.processing techniques.
 MK2071
 MK2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2071.GEOID18 height accuracy estimate available here.
 MK2071
 MK2071.Click photographs - Photos may exist for this station.
 MK2071
 MK2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2071
 MK2071.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2071
 MK2071.The ellipsoidal height was determined by GPS observations
 MK2071.and is referenced to NAD 83.
 MK2071
 MK2071. The following values were computed from the NAD 83(2011) position.
 MK2071
 MK2071;                    North         East     Units Scale Factor Converg.
 MK2071;SPC NE       -   135,639.805   783,873.392   MT  0.99969654   +2 14 14.5
 MK2071;SPC NE       -   445,011.59  2,571,757.95   sFT  0.99969654   +2 14 14.5
 MK2071;UTM  14      - 4,542,042.255   699,831.149   MT  1.00009150   +1 33 34.5
 MK2071
 MK2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2071!SPC NE       -   0.99994082  x   0.99969654  =   0.99963738
 MK2071!UTM  14      -   0.99994082  x   1.00009150  =   1.00003232
 MK2071
 MK2071:                Primary Azimuth Mark                     Grid Az
 MK2071:SPC NE       -  REBAR 361                                199 03 54.6
 MK2071:UTM  14      -  REBAR 361                                199 44 34.6
 MK2071
 MK2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9983142042(NAD 83)
 MK2071
 MK2071|---------------------------------------------------------------------|
 MK2071| PID    Reference Object                     Distance      Geod. Az  |
 MK2071|                                                           dddmmss.s |
 MK2071| CL8034 OLSON RM 1                           25.568 METERS 09116     |
 MK2071| LG1135 REBAR 361                           APPROX. 3.0 KM 2011809.1 |
 MK2071| CL8035 OLSON RM 2                           20.500 METERS 26701     |
 MK2071|---------------------------------------------------------------------|
 MK2071
 MK2071                          SUPERSEDED SURVEY CONTROL
 MK2071
 MK2071  NAD 83(2007)-  41 00 18.34156(N)    096 37 25.83436(W) AD(2002.00) 0
 MK2071  ELLIP H (02/10/07)  377.315  (m)                       GP(2002.00)    
 MK2071  NAD 83(1995)-  41 00 18.34144(N)    096 37 25.83376(W) AD(       ) 1
 MK2071  ELLIP H (03/30/05)  377.285  (m)                       GP(       ) 3 1
 MK2071  NAD 83(1995)-  41 00 18.34178(N)    096 37 25.83549(W) AD(       ) 2
 MK2071  NAD 83(1986)-  41 00 18.35315(N)    096 37 25.83792(W) AD(       ) 2
 MK2071  NAD 27      -  41 00 18.33628(N)    096 37 24.76165(W) AD(       ) 2
 MK2071
 MK2071.Superseded values are not recommended for survey control.
 MK2071
 MK2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2071.See file dsdata.pdf to determine how the superseded data were derived.
 MK2071
 MK2071_MARKER: DD = SURVEY DISK
 MK2071_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2071+WITH SETTING: INFORMATION.
 MK2071_STAMPING: ET OLSON 1967
 MK2071_MARK LOGO: USGS
 MK2071_PROJECTION: RECESSED 9 CENTIMETERS
 MK2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2071+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2020
 MK2071
 MK2071  HISTORY     - Date     Condition        Report By
 MK2071  HISTORY     - 1967     MONUMENTED       USGS
 MK2071  HISTORY     - 1981     GOOD             LOCENG
 MK2071  HISTORY     - 2002     GOOD             NEDR
 MK2071  HISTORY     - 20070510 GOOD             NE-109
 MK2071  HISTORY     - 20100503 GOOD             INDIV
 MK2071  HISTORY     - 20200220 GOOD             NEGS
 MK2071
 MK2071                          STATION DESCRIPTION
 MK2071
 MK2071'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2071'THE STATION IS LOCATED ABOUT 14.0 MI. S. AND 1.0 MI E. OF WAHOO,
 MK2071'T. 12 N., R. 7 E., NEAR THE QUARTER COR. BETWEEN SECS. 15 AND
 MK2071'16, 5 FT N. FENCE, 409 FT W. CENTER FIELD RD. W.
 MK2071'
 MK2071'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2071'6TH ST. FOR 0.2 MI TO HWYS. 30A, 77, AND 92, TURN LEFT (S.) AND
 MK2071'GO 0.5 MI TO HWY. JCT., CONTINUE STRAIGHT AHEAD (S.) ON HWY. 77
 MK2071'FOR 13.55 MI TO CROSSROADS, TURN LEFT (E.) AND GO 1.0 MI TO
 MK2071'CROSSROADS, TURN RIGHT (S.) AND GO 0.8 MI TO A FIELD ENTRANCE W.,
 MK2071'TURN RIGHT (W.) AND GO ALONG FIELD RD. TO TOP OF RISE AND
 MK2071'STATION ON LEFT (S.)
 MK2071'
 MK2071'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2071'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12
 MK2071'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2071'
 MK2071'THE STATION MARK IS STAMPED ET OLSON 1967.
 MK2071'
 MK2071'REFERENCE MARK 1 IS E. OF THE STATION, 5 FT N. OF FENCE, 326
 MK2071'FT W. OF CENTER OF FIELD RD. W..  STAMPED OLSON NO 1 1967.
 MK2071'
 MK2071'REFERENCE MARK 2 IS W. OF THE STATION, 1 FT N. OF FENCE, 476 FT
 MK2071'W. OF CENTER OF FIELD RD W..  STAMPED OLSON NO 2 1967.
 MK2071'
 MK2071'AZIMUTH MARK - NONE SET.
 MK2071'
 MK2071'REFERENCE AZIMUTH TO CHURCH SPIRE IN DAVEY.
 MK2071
 MK2071                          STATION RECOVERY (1981)
 MK2071
 MK2071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2071'ET OLSON 1967 RECOVERED GOOD.
 MK2071'
 MK2071'OLSON NO. 1 1967 RECOVERED GOOD.
 MK2071'
 MK2071'OLSON NO. 2 1967 RECOVERED GOOD.
 MK2071'
 MK2071'DESCRIPTION ADEQUATE.
 MK2071'
 MK2071'DISTANCE AND DIRECTION FROM NEAREST TOWN--14.0 MI S. AND 1.0 MI E
 MK2071'OF WAHOO.
 MK2071
 MK2071                          STATION RECOVERY (2002)
 MK2071
 MK2071'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK2071'RECOVERED AS DESCRIBED.
 MK2071
 MK2071                          STATION RECOVERY (2007)
 MK2071
 MK2071'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2007 (JFP)
 MK2071'STATION FOUND IN GOOD CONDITION.  REPLACED THE MARKER SIGN THAT IS ON
 MK2071'THE SOUTH SIDE OF THE STATION WITH A NEW ONE.
 MK2071'
 MK2071'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.  PLACED A MARKER SIGN ON
 MK2071'THE WEST SIDE.
 MK2071'
 MK2071'REFERENCE MARK NO. 1 WAS NOT FOUND AND BELIEVE IT IS DESTROYED.  A
 MK2071'BROKEN PIECE OF CLAY TILE WAS FOUND AS WELL AS WHITE CRUSHED ROCK IN
 MK2071'THE LOCATION WHERE THE REFERENCE MARK NO. 1 MONUMENT SHOULD HAVE BEEN.
 MK2071'THE CAP AND THE ROD WERE MISSING.
 MK2071
 MK2071                          STATION RECOVERY (2010)
 MK2071
 MK2071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK2071'RECOVERED IN GOOD CONDITION.
 MK2071
 MK2071                          STATION RECOVERY (2020)
 MK2071
 MK2071'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MK2071'TO REACH FROM THE INTERSECTION OF US HIGHWAY 77/MAIN ST. IN CERESCO,
 MK2071'NORTHEAST, GO SOUTH ON US HIGHWAY 77 FOR APPROXIMATELY 3.0 MI (4.8 KM)
 MK2071'TO THE INTERSECTION WITH AGNEW ROAD.  TURN LEFT AND GO EAST ON AGNEW
 MK2071'ROAD FOR 1.0 MI (1.6 KM) TO INTERSECTION WITH N.70TH ST.  TURN RIGHT
 MK2071'AND GO SOUTH ON N. 70TH ST. FOR APPROXIMATELY 0.75 MI (1.21 KM) TO A
 MK2071'FIELD DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR APPROXIMATELY
 MK2071'380 FT (115.8 M) TO MARK ON THE LEFT.
 MK2071'
 MK2071'IT IS 96 FT (29.3 M) EAST OF OLSON REFERENCE MARK 2 AND 1 FT (0.3 M)
 MK2071'NORTH OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB7839 ***********************************************************************
 AB7839  DESIGNATION -  OMA ARP
 AB7839  PID         -  AB7839
 AB7839  STATE/COUNTY-  NE/DOUGLAS
 AB7839  COUNTRY     -  US
 AB7839  USGS QUAD   -  OMAHA NORTH (2017)
 AB7839
 AB7839                         *CURRENT SURVEY CONTROL
 AB7839  ______________________________________________________________________
 AB7839* NAD 83(2011) POSITION- 41 17 59.14540(N) 095 53 36.29341(W)   ADJUSTED
 AB7839* NAD 83(2011) ELLIP HT-   269.498 (meters)        (06/27/12)   ADJUSTED
 AB7839* NAD 83(2011) EPOCH   -  2010.00
 AB7839* NAVD 88 ORTHO HEIGHT -   297.3   (meters)      975.    (feet) GPS OBS
 AB7839  ______________________________________________________________________
 AB7839  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB7839  GEOID HEIGHT    -        -27.638 (meters)                     GEOID96
 AB7839  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 AB7839  NAD 83(2011) X  -   -492,741.158 (meters)                     COMP
 AB7839  NAD 83(2011) Y  - -4,773,523.286 (meters)                     COMP
 AB7839  NAD 83(2011) Z  -  4,187,668.614 (meters)                     COMP
 AB7839  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AB7839
 AB7839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB7839  Standards:
 AB7839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB7839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB7839  -------------------------------------------------------------------
 AB7839  NETWORK    0.88   1.90           0.40   0.30   0.97     -0.14578507
 AB7839  -------------------------------------------------------------------
 AB7839  Click here for local accuracies and other accuracy information.
 AB7839
 AB7839.This mark is at Eppley Airfield Airport (OMA)
 AB7839
 AB7839.The horizontal coordinates were established by GPS observations
 AB7839.and adjusted by the National Geodetic Survey in June 2012.
 AB7839
 AB7839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB7839.been affixed to the stable North American tectonic plate. See 
 AB7839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB7839
 AB7839.The horizontal coordinates are valid at the epoch date displayed above
 AB7839.which is a decimal equivalence of Year/Month/Day.
 AB7839
 AB7839.The orthometric height was determined by GPS observations and a
 AB7839.high-resolution geoid model.
 AB7839
 AB7839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7839.GEOID18 height accuracy estimate available here.
 AB7839
 AB7839.Click photographs - Photos may exist for this station.
 AB7839
 AB7839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7839
 AB7839.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB7839
 AB7839.The ellipsoidal height was determined by GPS observations
 AB7839.and is referenced to NAD 83.
 AB7839
 AB7839. The following values were computed from the NAD 83(2011) position.
 AB7839
 AB7839;                    North         East     Units Scale Factor Converg.
 AB7839;SPC NE       -   170,974.781   843,693.732   MT  0.99966503   +2 43 17.1
 AB7839;SPC NE       -   560,939.76  2,768,018.52   sFT  0.99966503   +2 43 17.1
 AB7839;UTM  15      - 4,576,073.292   257,751.751   MT  1.00032228   -1 54 38.1
 AB7839
 AB7839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7839!SPC NE       -   0.99995773  x   0.99966503  =   0.99962277
 AB7839!UTM  15      -   0.99995773  x   1.00032228  =   1.00028000
 AB7839
 AB7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5775176073(NAD 83)
 AB7839
 AB7839                          SUPERSEDED SURVEY CONTROL
 AB7839
 AB7839  NAD 83(2007)-  41 17 59.14540(N)    095 53 36.29401(W) AD(2002.00) 0
 AB7839  ELLIP H (02/10/07)  269.519  (m)                       GP(2002.00)    
 AB7839  ELLIP H (12/12/01)  269.506  (m)                       GP(       ) 4 1
 AB7839  NAD 83(1995)-  41 17 59.14542(N)    095 53 36.29345(W) AD(       ) 3
 AB7839  ELLIP H (09/24/97)  269.568  (m)                       GP(       ) 4 1
 AB7839
 AB7839.Superseded values are not recommended for survey control.
 AB7839
 AB7839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7839.See file dsdata.pdf to determine how the superseded data were derived.
 AB7839
 AB7839_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7839_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB7839_SP_SET: STORM CATCHBASIN
 AB7839_STAMPING: ARP 1953
 AB7839_MARK LOGO: CGS
 AB7839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7839+STABILITY: SURFACE MOTION
 AB7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7839+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 AB7839
 AB7839  HISTORY     - Date     Condition        Report By
 AB7839  HISTORY     - 1953     MONUMENTED       CGS
 AB7839  HISTORY     - 19880615 GOOD             NGS
 AB7839  HISTORY     - 19970815 GOOD             NGS
 AB7839
 AB7839                          STATION DESCRIPTION
 AB7839
 AB7839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB7839'AT EPPLEY AIRFIELD IN THE TRIANGLE GRASS AREA FORMED BY THE
 AB7839'INTERSECTIONS OF RWYS 14R-32L, 17-35 AND AN EAST-WEST TAXIWAY, 82 FT
 AB7839'(25.0 M) SW OF THE SW EDGE OF RUNWAY 14R-32L AND CEMENTED INTO A DRILL
 AB7839'HOLE IN THE WEST CORNER OF THE SE 1 OF 2 CONCRETE DRAIN FOUNDATIONS.
 AB7839'THE MARK IS A STANDARD TOPO DISK STAMPED, ARP 1953.
 AB7839
 AB7839                          STATION RECOVERY (1997)
 AB7839
 AB7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  THE
 AB7839'STATION IS LOCATED AT EPPLEY AIRFIELD NEAR MIDFIELD, SOUTH-SOUTHEAST
 AB7839'FROM THE JUNCTION OF RUNWAYS 18-36 AND 14R-32L.  OWNERSHIP--OMAHA
 AB7839'AIRPORT AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS
 AB7839'DONALD SMITHEY PHONE (402) 422-6800.  CONTACT THE DIRECTOR OF AIRPORT
 AB7839'OPERATIONS OR THE PLANNING DIRECTOR SEVEN DAYS IN ADVANCE FOR
 AB7839'PERMISSION TO OCCUPY THIS STATION, PHONE (402) 422-6800. TO REACH THE
 AB7839'STATION FROM THE JUNCTION OF COMBINED US HIGHWAY 75 AND INTERSTATE
 AB7839'HIGHWAY 480 WITH INTERSTATE HIGHWAY 80 (EXIT 452) GO NORTH ON US
 AB7839'HIGHWAY 75 FOR 8.2 KM (5.10 MI) TO THE STORZ EXPRESSWAY, EXITING TO
 AB7839'THE LEFT FROM INTERSTATE 480 AT 3.7 KM (2.30 MI) .  EXIT TO THE RIGHT
 AB7839'AND GO EASTERLY ON STORZ EXPRESSWAY FOR 4.0 KM (2.50 MI) TO ITS MERGE
 AB7839'WITH ABBOTT DRIVE.  GO SOUTHEASTERLY ON ABBOT DRIVE FOR 2.3 KM (1.40
 AB7839'MI) TO PRATT COURT AND LONG TERM PARKING ON LEFT.  TURN LEFT AND GO
 AB7839'EAST FOR 0.2 KM (0.10 MI) BEARING RIGHT TO GATE H AND AIRPORT
 AB7839'MAINTAINANCE ON RIGHT.  CONTACT ESCORT AT THIS GATE.  PASS THROUGH THE
 AB7839'GATE AND CONTINUE EAST FOR 0.15 KM (0.10 MI) TO A CHAIN LINK FENCE
 AB7839'CORNER AND A SERVICE ROAD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AB7839'0.55 KM (0.35 MI) TO A RAMP AREA AND A CONNECTOR TAXIWAY ON RIGHT.
 AB7839'TURN RIGHT AND GO EAST ON TAXIWAY D FOR 0.6 KM (0.35 MI) CROSSING
 AB7839'RUNWAY 18-36 TO RUNWAY 14L-32R.  TURN LEFT AND GO NORTHWEST ON RUNWAY
 AB7839'14L-32L FOR 0.3 KM (0.20 MI) TO THE MARK ON LEFT. THE MARK IS A CGS
 AB7839'TOPOGRAPHIC STATION DISK IN THE WEST CORNER OF A 1.5 M (4.9 FT) SQUARE
 AB7839'CONCRETE CATCHBASIN WITH 0.9 M (3.0 FT) DIA ROUND CASTING THAT IS 1.4
 AB7839'M (4.6 FT) DEEP TO INVERT.  THE STATION IS LOCATED 76.2 M (250.0 FT)
 AB7839'SOUTHEAST FROM THE SOUTH FOUNDATION CORNER OF RUNWAY SIGN --36-18--
 AB7839'ALONG RUNWAY 14R-32L, 25 M (82.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE
 AB7839'OF RUNWAY 14R-32L, 22.3 M (73.2 FT) SOUTHWEST FROM THE THIRD RUNWAY
 AB7839'LIGHT SOUTHEAST FROM RUNWAY 18-36 ON THE SOUTHWEST SIDE OF RUNWAY
 AB7839'14R-32L.  THE MARK IS SET FLUSH IN THE CONCRETE CATCHBASIN. NOTE--THIS
 AB7839'STATION IS SUBJECT TO DESTRUCTION IN 1998 WHEN PARALLEL TAXIWAY A IS
 AB7839'EXTENDED FROM TAXIWAY J TO APPROACH 32L.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1362 ***********************************************************************
 MJ1362  SACS        -  This is a Secondary Airport Control Station.
 MJ1362  DESIGNATION -  OMA C
 MJ1362  PID         -  MJ1362
 MJ1362  STATE/COUNTY-  NE/DOUGLAS
 MJ1362  COUNTRY     -  US
 MJ1362  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1362
 MJ1362                         *CURRENT SURVEY CONTROL
 MJ1362  ______________________________________________________________________
 MJ1362* NAD 83(2011) POSITION- 41 18 38.13213(N) 095 54 19.83742(W)   ADJUSTED
 MJ1362* NAD 83(2011) ELLIP HT-   271.490 (meters)        (06/27/12)   ADJUSTED
 MJ1362* NAD 83(2011) EPOCH   -  2010.00
 MJ1362* NAVD 88 ORTHO HEIGHT -   299.287 (meters)      981.91  (feet) ADJUSTED
 MJ1362  ______________________________________________________________________
 MJ1362  GEOID HEIGHT    -        -27.802 (meters)                     GEOID18
 MJ1362  NAD 83(2011) X  -   -493,667.342 (meters)                     COMP
 MJ1362  NAD 83(2011) Y  - -4,772,630.935 (meters)                     COMP
 MJ1362  NAD 83(2011) Z  -  4,188,573.470 (meters)                     COMP
 MJ1362  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 MJ1362  DYNAMIC HEIGHT  -        299.161 (meters)      981.50  (feet) COMP
 MJ1362  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 MJ1362
 MJ1362  VERT ORDER      -  FIRST     CLASS II
 MJ1362
 MJ1362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MJ1362  Standards:
 MJ1362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MJ1362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MJ1362  -------------------------------------------------------------------
 MJ1362  NETWORK    0.57   1.55           0.27   0.17   0.79     -0.02101837
 MJ1362  -------------------------------------------------------------------
 MJ1362  Click here for local accuracies and other accuracy information.
 MJ1362
 MJ1362.This mark is at Eppley Airfield Airport (OMA)
 MJ1362
 MJ1362.The horizontal coordinates were established by GPS observations
 MJ1362.and adjusted by the National Geodetic Survey in June 2012.
 MJ1362
 MJ1362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MJ1362.been affixed to the stable North American tectonic plate. See 
 MJ1362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MJ1362
 MJ1362.The horizontal coordinates are valid at the epoch date displayed above
 MJ1362.which is a decimal equivalence of Year/Month/Day.
 MJ1362
 MJ1362.The orthometric height was determined by differential leveling and
 MJ1362.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1362.in June 1991.
 MJ1362
 MJ1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1362.GEOID18 height accuracy estimate available here.
 MJ1362
 MJ1362.Click photographs - Photos may exist for this station.
 MJ1362
 MJ1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1362
 MJ1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1362
 MJ1362.The ellipsoidal height was determined by GPS observations
 MJ1362.and is referenced to NAD 83.
 MJ1362
 MJ1362.The dynamic height is computed by dividing the NAVD 88
 MJ1362.geopotential number by the normal gravity value computed on the
 MJ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1362.degrees latitude (g = 980.6199 gals.).
 MJ1362
 MJ1362.The modeled gravity was interpolated from observed gravity values.
 MJ1362
 MJ1362. The following values were computed from the NAD 83(2011) position.
 MJ1362
 MJ1362;                    North         East     Units Scale Factor Converg.
 MJ1362;SPC NE       -   172,127.756   842,625.254   MT  0.99966437   +2 42 48.3
 MJ1362;SPC NE       -   564,722.48  2,764,513.02   sFT  0.99966437   +2 42 48.3
 MJ1362;UTM  15      - 4,577,309.606   256,779.234   MT  1.00032809   -1 55 08.3
 MJ1362
 MJ1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1362!SPC NE       -   0.99995742  x   0.99966437  =   0.99962180
 MJ1362!UTM  15      -   0.99995742  x   1.00032809  =   1.00028549
 MJ1362
 MJ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5677977309(NAD 83)
 MJ1362
 MJ1362                          SUPERSEDED SURVEY CONTROL
 MJ1362
 MJ1362  NAD 83(2007)-  41 18 38.13212(N)    095 54 19.83802(W) AD(2002.00) 0
 MJ1362  ELLIP H (02/10/07)  271.510  (m)                       GP(2002.00)    
 MJ1362  ELLIP H (12/12/01)  271.502  (m)                       GP(       ) 4 1
 MJ1362  NAD 83(1995)-  41 18 38.13200(N)    095 54 19.83734(W) AD(       ) 1
 MJ1362  ELLIP H (08/18/97)  271.616  (m)                       GP(       ) 4 1
 MJ1362  NAD 83(1986)-  41 18 38.13995(N)    095 54 19.84042(W) AD(       ) 1
 MJ1362  NAVD 88             299.29   (m)          981.9    (f) LEVELING    3  
 MJ1362  NGVD 29 (02/23/90)  299.41   (m)  RAPSU86  model used  GPS OBS        
 MJ1362
 MJ1362.Superseded values are not recommended for survey control.
 MJ1362
 MJ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1362.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1362
 MJ1362_MARKER: DD = SURVEY DISK
 MJ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1362_STAMPING: OMA C 1980
 MJ1362_MARK LOGO: NOS
 MJ1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1362+STABILITY: SURFACE MOTION
 MJ1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1362+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 MJ1362
 MJ1362  HISTORY     - Date     Condition        Report By
 MJ1362  HISTORY     - 1980     MONUMENTED       NOS
 MJ1362  HISTORY     - 19880615 GOOD             NGS
 MJ1362  HISTORY     - 19890320 GOOD             NGS
 MJ1362  HISTORY     - 19890823 GOOD             NGS
 MJ1362  HISTORY     - 19950523 GOOD             NGS
 MJ1362  HISTORY     - 19970815 GOOD             NGS
 MJ1362  HISTORY     - 20111013 MARK NOT FOUND   WOOLPT
 MJ1362
 MJ1362                          STATION DESCRIPTION
 MJ1362
 MJ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MJ1362'STATION IS LOCATED AT THE EPPLEY AIRFIELD NEAR RUNWAY END 14R.  THE
 MJ1362'STATION IS SET BETWEEN THE PARALLEL TAXIWAYS AND IS 125.2 FT (38.2 M)
 MJ1362'SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONNECTING TAXIWAY TO THE
 MJ1362'RUNWAY END, 124.5 FT (37.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 MJ1362'EASTERLY TAXIWAY AND 86.5 FT (26.4 M) NORTHEAST OF THE NORTHEAST EDGE
 MJ1362'OF THE WESTERLY TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED
 MJ1362'OMA C 1980 SET IN A 8 INCH POST AND IS 0.2 FT (6.1 CM) BELOW THE
 MJ1362'SURFACE.
 MJ1362
 MJ1362                          STATION RECOVERY (1989)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1362'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD AND NORTHWEST
 MJ1362'OF THE TERMINAL BUILDING.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX
 MJ1362'19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE
 MJ1362'402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.  ADVANCE NOTICE IS
 MJ1362'REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS (AIRPORT SECURITY)
 MJ1362'FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.
 MJ1362'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1362'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1362'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1362'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1362'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J. J.
 MJ1362'PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1362'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1362'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J. PERSHING DRIVE
 MJ1362'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1362'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1362'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT LEADING
 MJ1362'TO A SHUTTLE PARKING LOT AND GATE H.  TURN LEFT AND GO EAST FOR 0.24
 MJ1362'KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE BUILDING.  PARK
 MJ1362'AND MEET THE AIRPORT SECURITY ESCORTS.
 MJ1362'THE STATION MARK IS SET IN THE GRASS MEDIAN SEPARATING TAXIWAYS G-2
 MJ1362'AND A-2, 51.7 M (169.6 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY
 MJ1362'APPROACH TO RUNWAY END 14R, 38.4 M (126.0 FT) NORTHEAST OF THE CENTER
 MJ1362'OF TAXIWAY G-2, 33.2 M (108.9 FT) EAST SOUTH-EAST OF THE CURVED EDGE
 MJ1362'OF TAXIWAY G-2, 24.5 M (80.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST EDGE
 MJ1362'OF AN ABANDONED SIGN BASE, 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF
 MJ1362'A DRAIN, AND 5 CM BELOW THE SURFACE.
 MJ1362'DESCRIBED BY R.D.BALL.
 MJ1362
 MJ1362                          STATION RECOVERY (1989)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1362'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD AND NORTHWEST
 MJ1362'OF THE TERMINAL BUILDING.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX
 MJ1362'19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR,
 MJ1362'TELEPHONE 402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.  ADVANCE
 MJ1362'NOTICE IS REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS
 MJ1362'(AIRPORT SECURITY) FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO
 MJ1362'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1362'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1362'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1362'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1362'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J.
 MJ1362'J. PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1362'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1362'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE
 MJ1362'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1362'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1362'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT
 MJ1362'LEADING TO A SHUTTLE PARKING LOT AND GATE H. TURN LEFT AND GO EAST
 MJ1362'FOR 0.24 KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE
 MJ1362'BUILDING.  PARK AND MEET THE AIRPORT SECURITY ESCORTS.  THE STATION
 MJ1362'MARK IS SET IN THE GRASS MEDIAN SEPARATING TAXIWAYS G-2 AND A-2, 51.7
 MJ1362'M (169.6 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY APPROACH TO
 MJ1362'RUNWAY END 14R, 38.4 M (126.0 FT) NORTHEAST OF THE CENTER OF TAXIWAY
 MJ1362'G-2, 33.2 M (108.9 FT) EAST SOUTH-EAST OF THE CURVED EDGE OF TAXIWAY
 MJ1362'G-2, 24.5 M (80.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST EDGE OF AN
 MJ1362'ABANDONED SIGN BASE, 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF A
 MJ1362'DRAIN, AND 5 CM BELOW THE SURFACE.  DESCRIBED BY R.D.BALL.
 MJ1362
 MJ1362                          STATION RECOVERY (1995)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MJ1362'THE STATION IS LOCATED IN EAST OMAHA, AT EPPLEY AIRFIELD, NEAR THE
 MJ1362'NORTHWEST END OF A GRASS AREA FORMED BY THE PARALLEL TAXIWAYS (G AND
 MJ1362'A), NEAR THE APPROACH END OF RUNWAY 14 RIGHT.  OWNERSHIP--OMAHA
 MJ1362'AIRPORT AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS
 MJ1362'DONALD SMITHEY, PHONE (402) 422-6800.  CONTACT RALPH HOLTMAN, AIRPORT
 MJ1362'PLANNING AT PHONE (402) 422-6810 FOR ACCESS TO STATION.  TO REACH THE
 MJ1362'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 80 AND 480 IN SOUTH
 MJ1362'OMAHA, GO NORTH ON INTERSTATE HIGHWAY 480 FOR 2.3 MI (3.7 KM) TO THE
 MJ1362'JUNCTION OF U.S. HIGHWAY 75 NORTH (EXIT 2C), EXIT ONTO U.S. HIGHWAY 75
 MJ1362'AND GO NORTH FOR 2.8 MI (4.5 KM) TO THE JUNCTION OF THE STORZ
 MJ1362'EXPRESSWAY, EXIT ONTO THE STORZ EXPRESSWAY AND GO EASTERLY FOR 2.25 MI
 MJ1362'(3.62 KM) TO AN INTERSECTION (LINDBURG DRIVE), CONTINUE AHEAD AND GO
 MJ1362'EAST THEN SOUTHEAST ON STORZ EXPRESSWAY (BECOMES ABBOTT DRIVE) FOR
 MJ1362'0.55 MI (0.89 KM) TO AN INTERSECTION (EAST FORT STREET), CONTINUE
 MJ1362'AHEAD AND GO SOUTHERLY FOR 1.2 MI (1.9 KM) ON ABBOTT DRIVE TO A PAVED
 MJ1362'ROAD LEFT, TURN LEFT AND GO EAST ON PRATT CT FOR 0.15 MI (0.24 KM) TO
 MJ1362'GATE H AHEAD AND AIRPORT MAINTENANCE ON THE RIGHT, PASS THROUGH GATE,
 MJ1362'CONTINUE AHEAD AND GO EAST ON THE PAVEMENT ALONG THE SOUTH SIDE OF A
 MJ1362'FENCE LINE FOR 0.1 MI (0.2 KM) TO A FENCE CORNER AND A PAVED SERVICE
 MJ1362'ROAD LEFT, TURN LEFT AND GO NORTH ON THE SERVICE ROAD FOR 0.2 MI (0.3
 MJ1362'KM) TO THE APRON AHEAD AND A TAXIWAY REVERSE FORK RIGHT (E), CONTINUE
 MJ1362'AHEAD AND GO NORTH ON THE APRON FOR 0.4 MI (0.6 KM) TO THE MOST
 MJ1362'SOUTHWEST OF TWO PARALLEL TAXIWAYS TO THE LEFT, BEAR LEFT AND GO
 MJ1362'NORTHEAST ON THE PARALLEL TAXIWAY (G) FOR 0.8 MI (1.3 KM) TO THE
 MJ1362'STATION ON THE RIGHT.  THE STATION IS RECESSED 6 CM BELOW GROUND.
 MJ1362'LOCATED 125.2 FT (38.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 MJ1362'CONNECTOR TAXIWAY, 124.5 FT (37.9 M) SOUTHWEST OF THE SOUTHWEST EDGE
 MJ1362'OF THE EASTERLY TAXIWAY (A), 86.5 FT (26.4 M) NORTHEAST OF THE
 MJ1362'NORTHEAST EDGE OF THE WESTERLY TAXIWAY (G) AND 37.5 FT (11.4 M)
 MJ1362'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 4.5 FT (1.4 M) SQUARE
 MJ1362'CONCRETE PAD FOR A ROUND STORM SEWER GRATE.  THIS STATION TO BE USED
 MJ1362'AS SACS.
 MJ1362
 MJ1362                          STATION RECOVERY (1997)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1362'AS DESCRIBED WITH NOTES.  CONTACT SEVEN DAYS IN ADVANCE FOR PERMISSION
 MJ1362'TO OCCUPY THIS STATION.  THIS STATION IS DESIGNATED A SECONDARY
 MJ1362'AIRPORT CONTROL STATION.
 MJ1362
 MJ1362                          STATION RECOVERY (2011)
 MJ1362
 MJ1362'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 MJ1362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1363 ***********************************************************************
 MJ1363  SACS        -  This is a Secondary Airport Control Station.
 MJ1363  DESIGNATION -  OMA D
 MJ1363  PID         -  MJ1363
 MJ1363  STATE/COUNTY-  NE/DOUGLAS
 MJ1363  COUNTRY     -  US
 MJ1363  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1363
 MJ1363                         *CURRENT SURVEY CONTROL
 MJ1363  ______________________________________________________________________
 MJ1363* NAD 83(2011) POSITION- 41 17 34.15477(N) 095 53 14.15423(W)   ADJUSTED
 MJ1363* NAD 83(2011) ELLIP HT-   270.048 (meters)        (06/27/12)   ADJUSTED
 MJ1363* NAD 83(2011) EPOCH   -  2010.00
 MJ1363* NAVD 88 ORTHO HEIGHT -   297.772 (meters)      976.94  (feet) ADJUSTED
 MJ1363  ______________________________________________________________________
 MJ1363  GEOID HEIGHT    -        -27.727 (meters)                     GEOID18
 MJ1363  NAD 83(2011) X  -   -492,281.028 (meters)                     COMP
 MJ1363  NAD 83(2011) Y  - -4,774,082.691 (meters)                     COMP
 MJ1363  NAD 83(2011) Z  -  4,187,089.726 (meters)                     COMP
 MJ1363  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 MJ1363  DYNAMIC HEIGHT  -        297.648 (meters)      976.53  (feet) COMP
 MJ1363  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 MJ1363
 MJ1363  VERT ORDER      -  FIRST     CLASS II
 MJ1363
 MJ1363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MJ1363  Standards:
 MJ1363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MJ1363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MJ1363  -------------------------------------------------------------------
 MJ1363  NETWORK    0.58   1.59           0.28   0.17   0.81     -0.03033472
 MJ1363  -------------------------------------------------------------------
 MJ1363  Click here for local accuracies and other accuracy information.
 MJ1363
 MJ1363.This mark is at Eppley Airfield Airport (OMA)
 MJ1363
 MJ1363.The horizontal coordinates were established by GPS observations
 MJ1363.and adjusted by the National Geodetic Survey in June 2012.
 MJ1363
 MJ1363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MJ1363.been affixed to the stable North American tectonic plate. See 
 MJ1363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MJ1363
 MJ1363.The horizontal coordinates are valid at the epoch date displayed above
 MJ1363.which is a decimal equivalence of Year/Month/Day.
 MJ1363
 MJ1363.The orthometric height was determined by differential leveling and
 MJ1363.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1363.in June 1991.
 MJ1363
 MJ1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1363.GEOID18 height accuracy estimate available here.
 MJ1363
 MJ1363.Click photographs - Photos may exist for this station.
 MJ1363
 MJ1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1363
 MJ1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1363
 MJ1363.The ellipsoidal height was determined by GPS observations
 MJ1363.and is referenced to NAD 83.
 MJ1363
 MJ1363.The dynamic height is computed by dividing the NAVD 88
 MJ1363.geopotential number by the normal gravity value computed on the
 MJ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1363.degrees latitude (g = 980.6199 gals.).
 MJ1363
 MJ1363.The modeled gravity was interpolated from observed gravity values.
 MJ1363
 MJ1363. The following values were computed from the NAD 83(2011) position.
 MJ1363
 MJ1363;                    North         East     Units Scale Factor Converg.
 MJ1363;SPC NE       -   170,229.418   844,244.686   MT  0.99966547   +2 43 31.8
 MJ1363;SPC NE       -   558,494.35  2,769,826.11   sFT  0.99966547   +2 43 31.8
 MJ1363;UTM  15      - 4,575,285.355   258,241.036   MT  1.00031937   -1 54 22.5
 MJ1363
 MJ1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1363!SPC NE       -   0.99995764  x   0.99966547  =   0.99962313
 MJ1363!UTM  15      -   0.99995764  x   1.00031937  =   1.00027700
 MJ1363
 MJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5824175285(NAD 83)
 MJ1363
 MJ1363                          SUPERSEDED SURVEY CONTROL
 MJ1363
 MJ1363  NAD 83(2007)-  41 17 34.15476(N)    095 53 14.15483(W) AD(2002.00) 0
 MJ1363  ELLIP H (02/10/07)  270.068  (m)                       GP(2002.00)    
 MJ1363  ELLIP H (12/12/01)  270.056  (m)                       GP(       ) 4 1
 MJ1363  NAD 83(1995)-  41 17 34.15477(N)    095 53 14.15441(W) AD(       ) 1
 MJ1363  ELLIP H (08/18/97)  270.173  (m)                       GP(       ) 4 1
 MJ1363  NAD 83(1986)-  41 17 34.16272(N)    095 53 14.15748(W) AD(       ) 1
 MJ1363  NAVD 88             297.77   (m)          976.9    (f) LEVELING    3  
 MJ1363  NGVD 29 (02/23/90)  297.97   (m)  RAPSU86  model used  GPS OBS        
 MJ1363
 MJ1363.Superseded values are not recommended for survey control.
 MJ1363
 MJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1363.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1363
 MJ1363_MARKER: DD = SURVEY DISK
 MJ1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1363_STAMPING: OMA D 1980
 MJ1363_MARK LOGO: NOS
 MJ1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1363+STABILITY: SURFACE MOTION
 MJ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1363+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 MJ1363
 MJ1363  HISTORY     - Date     Condition        Report By
 MJ1363  HISTORY     - 1980     MONUMENTED       NOS
 MJ1363  HISTORY     - 19880615 GOOD             NGS
 MJ1363  HISTORY     - 19890309 GOOD             NGS
 MJ1363  HISTORY     - 19890823 GOOD             NGS
 MJ1363  HISTORY     - 19950523 GOOD             NGS
 MJ1363  HISTORY     - 19970815 GOOD             NGS
 MJ1363  HISTORY     - 20111013 MARK NOT FOUND   WOOLPT
 MJ1363
 MJ1363                          STATION DESCRIPTION
 MJ1363
 MJ1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MJ1363'STATION IS LOCATED AT THE EPPLEY AIRFIELD NEAR RUNWAY END 32L.  IT IS
 MJ1363'181.2 FT (55.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 14R-32L,
 MJ1363'74.3 FT (22.6 M) NORTHWEST OF THE NORTHWEST CORNER OF A CAT II SIGN
 MJ1363'AND 97.1 FT (29.6 M) NORTH OF THE NORTH EDGE OF A TAXIWAY.  THE
 MJ1363'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A 8 INCH CONCRETE
 MJ1363'POST WHICH IS FLUSH WITH THE GROUND.
 MJ1363
 MJ1363                          STATION RECOVERY (1989)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1363'RECOVERED IN GOOD CONDITION.
 MJ1363
 MJ1363                          STATION RECOVERY (1989)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1363'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, NEAR THE
 MJ1363'JUNCTION OF TAXIWAY E-2 AND RUNWAY END 32L.  OWNERSHIP--OMAHA AIRPORT
 MJ1363'AUTHORITY, BOX 19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B.
 MJ1363'GREAR, TELEPHONE 402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.
 MJ1363'ADVANCE NOTICE IS REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS
 MJ1363'(AIRPORT SECURITY) FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO
 MJ1363'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1363'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1363'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1363'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1363'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J.
 MJ1363'J. PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1363'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1363'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE
 MJ1363'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1363'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1363'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT
 MJ1363'LEADING TO A SHUTTLE PARKING LOT AND GATE H. TURN LEFT AND GO EAST
 MJ1363'FOR 0.24 KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE
 MJ1363'BUILDING.  PARK AND MEET THE AIRPORT SECURITY ESCORTS.  THE STATION
 MJ1363'MARK IS SET 54.7 M (179.5 FT) WEST SOUTH-WEST OF THE WEST EDGE OF
 MJ1363'RUNWAY 32L, 29.6 M (97.1 FT) NORTH OF THE NORTH EDGE OF TAXIWAY E-2,
 MJ1363'27.5 M (90.2 FT) NORTH-NORTHEAST OF A TAXIWAY LIGHT, 31.2 M (102.4
 MJ1363'FT) NORTHWEST OF THE NORTH EDGE OF RUNWAY SIGN 32L, AND 5 CM BELOW
 MJ1363'THE SURFACE.  DESCRIBED BY R.D.BALL.
 MJ1363
 MJ1363                          STATION RECOVERY (1995)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MJ1363'THE STATION IS LOCATED IN EAST OMAHA, AT EPPLEY AIRFIELD, NEAR THE
 MJ1363'APPROACH END OF RUNWAY 32 LEFT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY,
 MJ1363'BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS DONALD SMITHEY, PHONE
 MJ1363'(402) 422-6800.  CONTACT RALPH HOLTMAN, AIRPORT PLANNING AT PHONE
 MJ1363'(402) 422-6810 FOR ACCESS TO STATION.  TO REACH THE STATION FROM THE
 MJ1363'JUNCTION OF INTERSTATE HIGHWAYS 80 AND 480 IN SOUTH OMAHA, GO NORTH ON
 MJ1363'INTERSTATE HIGHWAY 480 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF U.S.
 MJ1363'HIGHWAY 75 NORTH (EXIT 2C), EXIT ONTO U.S. HIGHWAY 75 AND GO NORTH FOR
 MJ1363'2.8 MI (4.5 KM) TO THE JUNCTION OF THE STORZ EXPRESSWAY, EXIT ONTO THE
 MJ1363'STORZ EXPRESSWAY AND GO EASTERLY FOR 2.25 MI (3.62 KM) TO AN
 MJ1363'INTERSECTION (LINDBURG DRIVE), CONTINUE AHEAD AND GO EAST THEN
 MJ1363'SOUTHEAST ON STORZ EXPRESSWAY (BECOMES ABBOTT DRIVE) FOR 0.55 MI (0.89
 MJ1363'KM) TO AN INTERSECTION (EAST FORT STREET), CONTINUE AHEAD AND GO
 MJ1363'SOUTHERLY FOR 1.2 MI (1.9 KM) ON ABBOTT DRIVE TO A PAVED ROAD LEFT,
 MJ1363'TURN LEFT AND GO EAST ON PRATT CT FOR 0.15 MI (0.24 KM) TO GATE H
 MJ1363'AHEAD AND AIRPORT MAINTENANCE ON THE RIGHT, PASS THROUGH GATE,
 MJ1363'CONTINUE AHEAD AND GO EAST ON THE PAVEMENT ALONG THE SOUTH SIDE OF A
 MJ1363'FENCE LINE FOR 0.1 MI (0.2 KM) TO A FENCE CORNER AND A PAVED SERVICE
 MJ1363'ROAD LEFT, TURN LEFT AND GO NORTH ON THE SERVICE ROAD FOR 0.2 MI (0.3
 MJ1363'KM) TO THE APRON AHEAD AND A TAXIWAY REVERSE FORK RIGHT, TURN HARD
 MJ1363'RIGHT AND GO SOUTHEAST ON TAXIWAY (E) FOR 0.2 MI (0.3 KM) TO RUNWAY
 MJ1363'17/35, CONTINUE AHEAD CROSSING RUNWAY AND GO SOUTHEAST THEN EAST
 MJ1363'FOLLOWING TAXIWAY FOR 0.5 MI (0.8 KM) TO THE START OF UNUSABLE
 MJ1363'PAVEMENT ON THE NORTH SIDE OF THE TAXIWAY AND THE STATION ON THE LEFT.
 MJ1363'THE STATION IS 181.2 FT (55.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 MJ1363'RUNWAY 14R/32L, 138.3 FT (42.2 M) WEST OF THE WEST CORNER OF A TAXIWAY
 MJ1363'IDENTIFIER SIGN CONCRETE PAD, 108.0 FT (32.9 M) WEST NORTHWEST FROM
 MJ1363'THE NORTHWEST CORNER OF A RUNWAY IDENTIFIER SIGN CONCRETE PAD, 97.1 FT
 MJ1363'(29.6 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY AND 90.3 FT (27.5 M)
 MJ1363'NORTH-NORTHEAST OF A TAXIWAY LIGHT JUST WEST OF THE START OF UNUSABLE
 MJ1363'TAXIWAY PAVEMENT.  THIS STATION TO BE USED AS SACS.
 MJ1363
 MJ1363                          STATION RECOVERY (1997)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1363'AS DESCRIBED WITH CHANGES AND ADDITIONAL TIES.  CONTACT SEVEN DAYS IN
 MJ1363'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION, PHONE (402) 422-6800.
 MJ1363'RUNWAY 17-35 IS NOW RUNWAY 18-36.  THE MARK IS A NOS SURVEY DISK SET
 MJ1363'IN A 9 IN DIA ROUND CONCRETE POST.  THE STATION IS LOCATED 72.5 FT
 MJ1363'(22.1 M) NORTH FROM AN ASPHALT ANGLE POINT, 152.2 FT (46.4 M) WEST
 MJ1363'NORTHWEST FROM A CATCHBASIN WITH 0.9 M (3.0 FT) DIA ROUND CASTING.
 MJ1363'NOTE--THIS STATION IS SUBJECT TO DISTURBANCE OR DESTRUCTION WITH THE
 MJ1363'EXTENSION OF PARALLEL TAXIWAY A FROM TAXIWAY J TO APPROACH 32L. THIS
 MJ1363'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 MJ1363
 MJ1363                          STATION RECOVERY (2011)
 MJ1363
 MJ1363'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 MJ1363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1234 ***********************************************************************
 MJ1234  DESIGNATION -  OMAHA 1
 MJ1234  PID         -  MJ1234
 MJ1234  STATE/COUNTY-  NE/DOUGLAS
 MJ1234  COUNTRY     -  US
 MJ1234  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1234
 MJ1234                         *CURRENT SURVEY CONTROL
 MJ1234  ______________________________________________________________________
 MJ1234* NAD 83(1995) POSITION- 41 13 57.61749(N) 095 55 06.16265(W)   ADJUSTED
 MJ1234* NAVD 88 ORTHO HEIGHT -   353.62  (+/-2cm)     1160.2   (feet) VERTCON
 MJ1234  ______________________________________________________________________
 MJ1234  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 MJ1234  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 MJ1234  HORZ ORDER      -  SECOND
 MJ1234  VERT ORDER      -  THIRD ? (See Below)
 MJ1234
 MJ1234.The horizontal coordinates were established by classical geodetic methods
 MJ1234.and adjusted by the National Geodetic Survey in August 1997.
 MJ1234
 MJ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1234
 MJ1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1234.GEOID18 height accuracy estimate available here.
 MJ1234
 MJ1234.The vertical order pertains to the NGVD 29 superseded value.
 MJ1234
 MJ1234.Click photographs - Photos may exist for this station.
 MJ1234
 MJ1234.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1234
 MJ1234. The following values were computed from the NAD 83(1995) position.
 MJ1234
 MJ1234;                    North         East     Units Scale Factor Converg.
 MJ1234;SPC NE       -   163,435.550   841,957.506   MT  0.99966990   +2 42 17.6
 MJ1234;SPC NE       -   536,204.80  2,762,322.25   sFT  0.99966990   +2 42 17.6
 MJ1234;UTM  15      - 4,568,693.958   255,410.980   MT  1.00033632   -1 55 28.2
 MJ1234;UTM  14      - 4,569,166.615   758,272.100   MT  1.00042102   +2 01 56.2
 MJ1234
 MJ1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1234!SPC NE       -   0.99994884  x   0.99966990  =   0.99961876
 MJ1234!UTM  15      -   0.99994884  x   1.00033632  =   1.00028515
 MJ1234!UTM  14      -   0.99994884  x   1.00042102  =   1.00036984
 MJ1234
 MJ1234:                Primary Azimuth Mark                     Grid Az
 MJ1234:SPC NE       -  BOYNE                                    066 46 32.4
 MJ1234:UTM  15      -  BOYNE                                    071 24 18.2
 MJ1234:UTM  14      -  BOYNE                                    067 26 53.8
 MJ1234
 MJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5541068693(NAD 83)
 MJ1234
 MJ1234|---------------------------------------------------------------------|
 MJ1234| PID    Reference Object                     Distance      Geod. Az  |
 MJ1234|                                                           dddmmss.s |
 MJ1234| MJ1243 BOYNE                               APPROX. 6.8 KM 0692850.0 |
 MJ1234| CL8036 OMAHA 1 RM 1                                       12643     |
 MJ1234| CL8037 OMAHA 1 RM 2                                       25427     |
 MJ1234|---------------------------------------------------------------------|
 MJ1234
 MJ1234                          SUPERSEDED SURVEY CONTROL
 MJ1234
 MJ1234  NAD 83(1986)-  41 13 57.62602(N)    095 55 06.16287(W) AD(       ) 2
 MJ1234  NAD 27      -  41 13 57.62940(N)    095 55 05.11220(W) AD(       ) 2
 MJ1234  NGVD 29             353.50   (m)         1159.8    (f) LEVELING    3  
 MJ1234
 MJ1234.Superseded values are not recommended for survey control.
 MJ1234
 MJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1234.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1234
 MJ1234_MARKER: DD = SURVEY DISK
 MJ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1234_STAMPING: OMAHA NO 1 1963
 MJ1234_MARK LOGO: NEDR
 MJ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1234+STABILITY: SURFACE MOTION
 MJ1234
 MJ1234  HISTORY     - Date     Condition        Report By
 MJ1234  HISTORY     - 1963     MONUMENTED       NEDR
 MJ1234
 MJ1234                          STATION DESCRIPTION
 MJ1234
 MJ1234'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (HED)
 MJ1234'THE STATION IS LOCATED ABOUT 0.4 OF A MILE SOUTH AND 0.6 OF
 MJ1234'A MILE EAST OF ST. JOSEPHS HOSPITAL AT 10TH AND MARTHA STREETS IN
 MJ1234'OMAHA, NEBRASKA.  THE STATION IS LOCATED IN THE NW 1/4 OF THE
 MJ1234'NE 1/4 OF SECTION 35, T15N R13E.
 MJ1234'
 MJ1234'TO REACH THE STATION FROM THE HOSPITAL AT 10TH AND MARTHA
 MJ1234'STREETS, PROCEED SOUTH ON 10TH STREET FOR 4 BLOCKS TO THE
 MJ1234'INTERSECTION AT 10TH AND BANCROFT STREETS, TURN LEFT
 MJ1234'(EAST) AND CONTINUE ON BANCROFT STREET FOR 6 BLOCKS TO THE
 MJ1234'INTERSECTION OF 4TH AND BANCROFT STREETS, TURN RIGHT (SOUTH) AND
 MJ1234'PROCEED FOR 1 BLOCK ON 4TH STREET TO THE JUNCTION WITH
 MJ1234'RICHELIEU AVE., TURN LEFT (SOUTHEAST) AND CONTINUE ON RICHELIEU
 MJ1234'AVE. FOR ABOUT 900 FEET TO THE STATION ON THE LEFT.
 MJ1234'
 MJ1234'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1234'TRIANGULATION DISK STAMPED OMAHA, NO. 1, 1963.  THE MONUMENT
 MJ1234'IS SET APPROXIMATELY 150 FEET SOUTHEAST OF A HOUSE, 50 FEET
 MJ1234'NORTH OF THE CENTER LINE OF RICHELIEU AVE., 8 FEET NORTH AND
 MJ1234'32 FEET WEST OF THE CENTER OF A STEEL POWER LINE TOWER.
 MJ1234'
 MJ1234'REFERENCE MARK NO 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1234'REFERENCE MARK DISK STAMPED, OMAHA, NO. 1-R.M. NO. 1, 1963
 MJ1234'AND IS 1 FOOT NORTH AND 1.5 FEET WEST OF THE SOUTHWEST LEG OF
 MJ1234'A STEEL POWER LINE TOWER.
 MJ1234'
 MJ1234'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1234'REFERENCE MARK DISK STAMPED, OMAHA NO. 1, R.M. NO. 2-1963 AND IS
 MJ1234'60 FEET SOUTH AND 40 FEET EAST OF THE SOUTHEAST CORNER OF A
 MJ1234'HOUSE, AND 73 FEET WEST OF THE SOUTHWEST LEG OF A STEEL POWER LINE
 MJ1234'TOWER.
 MJ1234'
 MJ1234'NO AZIMUTH MARK WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1266 ***********************************************************************
 MJ1266  DESIGNATION -  OMAHA BELL TEL BLDG TIP FLAG
 MJ1266  PID         -  MJ1266
 MJ1266  STATE/COUNTY-  NE/DOUGLAS
 MJ1266  COUNTRY     -  US
 MJ1266  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1266
 MJ1266                         *CURRENT SURVEY CONTROL
 MJ1266  ______________________________________________________________________
 MJ1266* NAD 83(1995) POSITION- 41 15 32.35466(N) 095 56 28.82328(W)   ADJUSTED
 MJ1266  ______________________________________________________________________
 MJ1266  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 MJ1266  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MJ1266  HORZ ORDER      -  THIRD
 MJ1266
 MJ1266.The horizontal coordinates were established by classical geodetic methods
 MJ1266.and adjusted by the National Geodetic Survey in August 1997.
 MJ1266
 MJ1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1266.GEOID18 height accuracy estimate available here.
 MJ1266
 MJ1266.Click photographs - Photos may exist for this station.
 MJ1266
 MJ1266.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1266
 MJ1266. The following values were computed from the NAD 83(1995) position.
 MJ1266
 MJ1266;                    North         East     Units Scale Factor Converg.
 MJ1266;SPC NE       -   166,263.410   839,898.130   MT  0.99966783   +2 41 22.8
 MJ1266;SPC NE       -   545,482.54  2,755,565.78   sFT  0.99966783   +2 41 22.8
 MJ1266;UTM  15      - 4,571,680.829   253,585.355   MT  1.00034735   -1 56 26.5
 MJ1266;UTM  14      - 4,572,020.562   756,244.522   MT  1.00040817   +2 01 05.4
 MJ1266
 MJ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5358571680(NAD 83)
 MJ1266
 MJ1266                          SUPERSEDED SURVEY CONTROL
 MJ1266
 MJ1266  NAD 83(1986)-  41 15 32.36339(N)    095 56 28.82322(W) AD(       ) 3
 MJ1266  NAD 27      -  41 15 32.36800(N)    095 56 27.77300(W) AD(       ) 3
 MJ1266
 MJ1266.Superseded values are not recommended for survey control.
 MJ1266
 MJ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1266.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1266
 MJ1266_MARKER: 62 = FLAGPOLE
 MJ1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1266+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 MJ1266
 MJ1266  HISTORY     - Date     Condition        Report By
 MJ1266  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1266  HISTORY     - 20120725 GOOD             GEOCAC
 MJ1266
 MJ1266                          STATION DESCRIPTION
 MJ1266
 MJ1266'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1268 ***********************************************************************
 MJ1268  DESIGNATION -  OMAHA BENSON HS CEN OF STK
 MJ1268  PID         -  MJ1268
 MJ1268  STATE/COUNTY-  NE/DOUGLAS
 MJ1268  COUNTRY     -  US
 MJ1268  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1268
 MJ1268                         *CURRENT SURVEY CONTROL
 MJ1268  ______________________________________________________________________
 MJ1268* NAD 83(1995) POSITION- 41 17 09.13462(N) 095 59 36.40971(W)   ADJUSTED
 MJ1268  ______________________________________________________________________
 MJ1268  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 MJ1268  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 MJ1268  HORZ ORDER      -  THIRD
 MJ1268
 MJ1268.The horizontal coordinates were established by classical geodetic methods
 MJ1268.and adjusted by the National Geodetic Survey in August 1997.
 MJ1268
 MJ1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1268.GEOID18 height accuracy estimate available here.
 MJ1268
 MJ1268.Click photographs - Photos may exist for this station.
 MJ1268
 MJ1268.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1268
 MJ1268. The following values were computed from the NAD 83(1995) position.
 MJ1268
 MJ1268;                    North         East     Units Scale Factor Converg.
 MJ1268;SPC NE       -   169,041.313   835,399.211   MT  0.99966593   +2 39 18.5
 MJ1268;SPC NE       -   554,596.37  2,740,805.58   sFT  0.99966593   +2 39 18.5
 MJ1268;UTM  15      - 4,574,815.057   249,322.442   MT  1.00037343   -1 58 34.1
 MJ1268;UTM  14      - 4,574,853.013   751,775.190   MT  1.00038022   +1 59 05.3
 MJ1268
 MJ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4932274815(NAD 83)
 MJ1268
 MJ1268                          SUPERSEDED SURVEY CONTROL
 MJ1268
 MJ1268  NAD 83(1986)-  41 17 09.14297(N)    095 59 36.40998(W) AD(       ) 3
 MJ1268  NAD 27      -  41 17 09.14800(N)    095 59 35.35500(W) AD(       ) 3
 MJ1268
 MJ1268.Superseded values are not recommended for survey control.
 MJ1268
 MJ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1268.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1268
 MJ1268_MARKER: 63 = STACK
 MJ1268
 MJ1268  HISTORY     - Date     Condition        Report By
 MJ1268  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1268
 MJ1268                          STATION DESCRIPTION
 MJ1268
 MJ1268'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1265 ***********************************************************************
 MJ1265  DESIGNATION -  OMAHA CENTRAL HS CEN OF STK
 MJ1265  PID         -  MJ1265
 MJ1265  STATE/COUNTY-  NE/DOUGLAS
 MJ1265  COUNTRY     -  US
 MJ1265  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1265
 MJ1265                         *CURRENT SURVEY CONTROL
 MJ1265  ______________________________________________________________________
 MJ1265* NAD 83(1995) POSITION- 41 15 38.00694(N) 095 56 40.61130(W)   ADJUSTED
 MJ1265  ______________________________________________________________________
 MJ1265  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 MJ1265  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 MJ1265  HORZ ORDER      -  THIRD
 MJ1265
 MJ1265.The horizontal coordinates were established by classical geodetic methods
 MJ1265.and adjusted by the National Geodetic Survey in August 1997.
 MJ1265
 MJ1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1265.GEOID18 height accuracy estimate available here.
 MJ1265
 MJ1265.Click photographs - Photos may exist for this station.
 MJ1265
 MJ1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1265
 MJ1265. The following values were computed from the NAD 83(1995) position.
 MJ1265
 MJ1265;                    North         East     Units Scale Factor Converg.
 MJ1265;SPC NE       -   166,424.664   839,615.934   MT  0.99966771   +2 41 15.0
 MJ1265;SPC NE       -   546,011.59  2,754,639.94   sFT  0.99966771   +2 41 15.0
 MJ1265;UTM  15      - 4,571,864.463   253,316.916   MT  1.00034898   -1 56 34.5
 MJ1265;UTM  14      - 4,572,185.234   755,964.029   MT  1.00040641   +2 00 57.9
 MJ1265
 MJ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5331671864(NAD 83)
 MJ1265
 MJ1265                          SUPERSEDED SURVEY CONTROL
 MJ1265
 MJ1265  NAD 83(1986)-  41 15 38.01556(N)    095 56 40.61146(W) AD(       ) 3
 MJ1265  NAD 27      -  41 15 38.02400(N)    095 56 39.55700(W) AD(       ) 3
 MJ1265
 MJ1265.Superseded values are not recommended for survey control.
 MJ1265
 MJ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1265.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1265
 MJ1265_MARKER: 63 = STACK
 MJ1265
 MJ1265  HISTORY     - Date     Condition        Report By
 MJ1265  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1265  HISTORY     - 1945     GOOD             CGS
 MJ1265
 MJ1265                          STATION DESCRIPTION
 MJ1265
 MJ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1265'STACK IS THE ONE ON THE HIGH SCHOOL HEATING PLANT WHICH IS ALL
 MJ1265'UNDERGROUND.  IT IS W OF THE HIGH SCHOOL BUILDING NEAR THE
 MJ1265'INTERSECTION OF CAPITOL AVENUE AND TWENTY-SECOND STREET.  IT
 MJ1265'IS OF GREY BRICK AND WAS BUILT IN 1916.  THE STACK IS ROUND
 MJ1265'AT TOP BUT THE BASE IS OCTAGONAL, EAST SIDE OF WHICH MEASURES
 MJ1265'5.7 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1226 ***********************************************************************
 MJ1226  DESIGNATION -  OMAHA DOUGLAS CO HOSP C OF STK
 MJ1226  PID         -  MJ1226
 MJ1226  STATE/COUNTY-  NE/DOUGLAS
 MJ1226  COUNTRY     -  US
 MJ1226  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1226
 MJ1226                         *CURRENT SURVEY CONTROL
 MJ1226  ______________________________________________________________________
 MJ1226* NAD 83(1995) POSITION- 41 14 46.97355(N) 095 58 20.86081(W)   ADJUSTED
 MJ1226  ______________________________________________________________________
 MJ1226  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 MJ1226  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 MJ1226  HORZ ORDER      -  THIRD
 MJ1226
 MJ1226.The horizontal coordinates were established by classical geodetic methods
 MJ1226.and adjusted by the National Geodetic Survey in August 1997.
 MJ1226
 MJ1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1226.GEOID18 height accuracy estimate available here.
 MJ1226
 MJ1226.Click photographs - Photos may exist for this station.
 MJ1226
 MJ1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1226
 MJ1226. The following values were computed from the NAD 83(1995) position.
 MJ1226
 MJ1226;                    North         East     Units Scale Factor Converg.
 MJ1226;SPC NE       -   164,743.520   837,358.878   MT  0.99966880   +2 40 08.5
 MJ1226;SPC NE       -   540,496.03  2,747,234.92   sFT  0.99966880   +2 40 08.5
 MJ1226;UTM  15      - 4,570,369.972   250,929.877   MT  1.00036355   -1 57 38.7
 MJ1226;UTM  14      - 4,570,529.454   753,685.755   MT  1.00039212   +1 59 49.6
 MJ1226
 MJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5092970369(NAD 83)
 MJ1226
 MJ1226                          SUPERSEDED SURVEY CONTROL
 MJ1226
 MJ1226  NAD 83(1986)-  41 14 46.98213(N)    095 58 20.86055(W) AD(       ) 3
 MJ1226  NAD 27      -  41 14 46.98600(N)    095 58 19.80600(W) AD(       ) 3
 MJ1226
 MJ1226.Superseded values are not recommended for survey control.
 MJ1226
 MJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1226.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1226
 MJ1226_MARKER: 63 = STACK
 MJ1226
 MJ1226  HISTORY     - Date     Condition        Report By
 MJ1226  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1226  HISTORY     - 1945     GOOD             CGS
 MJ1226
 MJ1226                          STATION DESCRIPTION
 MJ1226
 MJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1226'STACK IS RED BRICK ADJACENT TO THE POWER PLANT OF THE DOUGLAS
 MJ1226'COUNTY HOSPITAL LOCATED IN THE SW PART OF OMAHA, ON FORTY-SECOND
 MJ1226'STREET BETWEEN WOOLWORTH AND PACIFIC STREETS.  THE STACK IS JUST
 MJ1226'W OF THE MISSOURI PACIFIC RAILROAD TRACKS AND ABOUT 200 YARDS
 MJ1226'N OF WOOLWORTH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1280 ***********************************************************************
 MJ1280  DESIGNATION -  OMAHA FIRST ME CH TOP OF DOME
 MJ1280  PID         -  MJ1280
 MJ1280  STATE/COUNTY-  NE/DOUGLAS
 MJ1280  COUNTRY     -  US
 MJ1280  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1280
 MJ1280                         *CURRENT SURVEY CONTROL
 MJ1280  ______________________________________________________________________
 MJ1280* NAD 83(1995) POSITION- 41 15 41.29273(N) 095 56 31.99235(W)   ADJUSTED
 MJ1280  ______________________________________________________________________
 MJ1280  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 MJ1280  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 MJ1280  HORZ ORDER      -  THIRD
 MJ1280
 MJ1280.The horizontal coordinates were established by classical geodetic methods
 MJ1280.and adjusted by the National Geodetic Survey in August 1997.
 MJ1280
 MJ1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1280.GEOID18 height accuracy estimate available here.
 MJ1280
 MJ1280.Click photographs - Photos may exist for this station.
 MJ1280
 MJ1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1280
 MJ1280. The following values were computed from the NAD 83(1995) position.
 MJ1280
 MJ1280;                    North         East     Units Scale Factor Converg.
 MJ1280;SPC NE       -   166,535.291   839,811.530   MT  0.99966764   +2 41 20.7
 MJ1280;SPC NE       -   546,374.53  2,755,281.66   sFT  0.99966764   +2 41 20.7
 MJ1280;UTM  15      - 4,571,959.003   253,520.943   MT  1.00034774   -1 56 28.9
 MJ1280;UTM  14      - 4,572,293.642   756,161.053   MT  1.00040765   +2 01 03.7
 MJ1280
 MJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5352071959(NAD 83)
 MJ1280
 MJ1280                          SUPERSEDED SURVEY CONTROL
 MJ1280
 MJ1280  NAD 83(1986)-  41 15 41.30147(N)    095 56 31.99230(W) AD(       ) 3
 MJ1280  NAD 27      -  41 15 41.30700(N)    095 56 30.94100(W) AD(       ) 3
 MJ1280
 MJ1280.Superseded values are not recommended for survey control.
 MJ1280
 MJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1280.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1280
 MJ1280_MARKER: 87 = DOME
 MJ1280
 MJ1280  HISTORY     - Date     Condition        Report By
 MJ1280  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1280  HISTORY     - 1945     GOOD             CGS
 MJ1280
 MJ1280                          STATION DESCRIPTION
 MJ1280
 MJ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1280'THE CHURCH IS ON SE CORNER OF DAVENPORT STREET AND TWENTIETH
 MJ1280'STREET, NEAR DOWNTOWN OMAHA.  IT WAS ERECTED IN 1891.  TOWER
 MJ1280'OF CHURH IS SQUARE AND HAS A SHARP POINT ON TOP.  ROOF IS
 MJ1280'SHEATHED WITH COPPER AND IS GREEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1225 ***********************************************************************
 MJ1225  DESIGNATION -  OMAHA KRUG BREWING CO C OF STK
 MJ1225  PID         -  MJ1225
 MJ1225  STATE/COUNTY-  NE/DOUGLAS
 MJ1225  COUNTRY     -  US
 MJ1225  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1225
 MJ1225                         *CURRENT SURVEY CONTROL
 MJ1225  ______________________________________________________________________
 MJ1225* NAD 83(1995) POSITION- 41 13 45.53018(N) 095 57 00.35262(W)   ADJUSTED
 MJ1225  ______________________________________________________________________
 MJ1225  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 MJ1225  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 MJ1225  HORZ ORDER      -  THIRD
 MJ1225
 MJ1225.The horizontal coordinates were established by classical geodetic methods
 MJ1225.and adjusted by the National Geodetic Survey in August 1997.
 MJ1225
 MJ1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1225.GEOID18 height accuracy estimate available here.
 MJ1225
 MJ1225.Click photographs - Photos may exist for this station.
 MJ1225
 MJ1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1225
 MJ1225. The following values were computed from the NAD 83(1995) position.
 MJ1225
 MJ1225;                    North         East     Units Scale Factor Converg.
 MJ1225;SPC NE       -   162,938.226   839,319.464   MT  0.99967018   +2 41 01.9
 MJ1225;SPC NE       -   534,573.16  2,753,667.27   sFT  0.99967018   +2 41 01.9
 MJ1225;UTM  15      - 4,568,410.977   252,739.604   MT  1.00035250   -1 56 43.1
 MJ1225;UTM  14      - 4,568,699.947   755,626.437   MT  1.00040429   +2 00 40.3
 MJ1225
 MJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5273968410(NAD 83)
 MJ1225
 MJ1225                          SUPERSEDED SURVEY CONTROL
 MJ1225
 MJ1225  NAD 83(1986)-  41 13 45.53892(N)    095 57 00.35220(W) AD(       ) 3
 MJ1225  NAD 27      -  41 13 45.54200(N)    095 56 59.29800(W) AD(       ) 3
 MJ1225
 MJ1225.Superseded values are not recommended for survey control.
 MJ1225
 MJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1225.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1225
 MJ1225_MARKER: 63 = STACK
 MJ1225
 MJ1225  HISTORY     - Date     Condition        Report By
 MJ1225  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1225  HISTORY     - 1968     GOOD             NEDR
 MJ1225  HISTORY     - 1980     GOOD             NGS
 MJ1225
 MJ1225                          STATION DESCRIPTION
 MJ1225
 MJ1225'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1968 (HED)
 MJ1225'THE STATION IS LOCATED IN THE SOUTHEAST PART OF OMAHA.  IT IS
 MJ1225'A BRICK STACK CONSTRUCTED THROUGH AND ABOVE A TWO STORY BRICK
 MJ1225'BUILDING ON THE SOUTH SIDE OF VINTON STREET JUST WEST OF WHERE
 MJ1225'26TH STREET WOULD INTERSECT WITH VINTON STREET.  THE BREWERY IS
 MJ1225'NOW OPERATED BY FALSTAFF AND A SIGN ON THE EAST SIDE OF THE
 MJ1225'BUILDING READS STOCK FALSTAFF HOUSE.  THE CENTER OF THE STACK
 MJ1225'WAS USED FOR THE SIGHT.
 MJ1225
 MJ1225                          STATION RECOVERY (1980)
 MJ1225
 MJ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1225'THE STATION, WHICH WAS NOT PREVIOUSLY DESCRIBED, IS THE CENTER OF THE
 MJ1225'TOP OF A BRICK SMOKE STACK THAT IS PAINTED GOLD AND IS ABOUT 100 FEET
 MJ1225'TALL.  IT IS NOW OWNED BY THE FALSTAFF BREWING COMPANY AND IS
 MJ1225'LOCATED ATOP THE NORTHEAST CORNER OF THE FALSTAFF BREWING COMPANY
 MJ1225'PHYSICAL PLANT AT 2615 DEER PARK IN OMAHA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1269 ***********************************************************************
 MJ1269  DESIGNATION -  OMAHA LONG REMARK
 MJ1269  PID         -  MJ1269
 MJ1269  STATE/COUNTY-  NE/DOUGLAS
 MJ1269  COUNTRY     -  US
 MJ1269  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1269
 MJ1269                         *CURRENT SURVEY CONTROL
 MJ1269  ______________________________________________________________________
 MJ1269* NAD 83(1995) POSITION- 41 15 36.35224(N) 095 56 36.06201(W)   ADJUSTED
 MJ1269* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 MJ1269  ______________________________________________________________________
 MJ1269  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 MJ1269  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MJ1269  HORZ ORDER      -  THIRD
 MJ1269
 MJ1269.The horizontal coordinates were established by classical geodetic methods
 MJ1269.and adjusted by the National Geodetic Survey in August 1997.
 MJ1269
 MJ1269.The orthometric height was scaled from a topographic map.
 MJ1269
 MJ1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1269.GEOID18 height accuracy estimate available here.
 MJ1269
 MJ1269.Click photographs - Photos may exist for this station.
 MJ1269
 MJ1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1269
 MJ1269. The following values were computed from the NAD 83(1995) position.
 MJ1269
 MJ1269;                    North         East     Units Scale Factor Converg.
 MJ1269;SPC NE       -   166,378.655   839,724.077   MT  0.99966775   +2 41 18.0
 MJ1269;SPC NE       -   545,860.64  2,754,994.74   sFT  0.99966775   +2 41 18.0
 MJ1269;UTM  15      - 4,571,809.836   253,421.063   MT  1.00034835   -1 56 31.4
 MJ1269;UTM  14      - 4,572,137.925   756,071.704   MT  1.00040708   +2 01 00.8
 MJ1269
 MJ1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1269!SPC NE       -   0.99994956  x   0.99966775  =   0.99961733
 MJ1269!UTM  15      -   0.99994956  x   1.00034835  =   1.00029789
 MJ1269!UTM  14      -   0.99994956  x   1.00040708  =   1.00035662
 MJ1269
 MJ1269:                Primary Azimuth Mark                     Grid Az
 MJ1269:SPC NE       -  OMAHA US PO TOP OF DOME                  086 22 12.1
 MJ1269:UTM  15      -  OMAHA US PO TOP OF DOME                  091 00 01.5
 MJ1269:UTM  14      -  OMAHA US PO TOP OF DOME                  087 02 29.3
 MJ1269
 MJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5342171809(NAD 83)
 MJ1269
 MJ1269|---------------------------------------------------------------------|
 MJ1269| PID    Reference Object                     Distance      Geod. Az  |
 MJ1269|                                                           dddmmss.s |
 MJ1269| CL8039 OMAHA LONG RM 2                      13.990 METERS 00458     |
 MJ1269| MJ1280 OMAHA FIRST ME CH TOP OF DOME       179.456 METERS 03152     |
 MJ1269| MJ1277 OMAHA US PO TOP OF DOME             489.812 METERS 0890330.1 |
 MJ1269| CL8038 OMAHA LONG RM 1                      18.797 METERS 26114     |
 MJ1269| MJ1265 OMAHA CENTRAL HS CEN OF STK         117.562 METERS 29544     |
 MJ1269|---------------------------------------------------------------------|
 MJ1269
 MJ1269                          SUPERSEDED SURVEY CONTROL
 MJ1269
 MJ1269  NAD 83(1986)-  41 15 36.36047(N)    095 56 36.06218(W) AD(       ) 3
 MJ1269  NAD 27      -  41 15 36.36500(N)    095 56 35.01100(W) AD(       ) 3
 MJ1269
 MJ1269.Superseded values are not recommended for survey control.
 MJ1269
 MJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1269.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1269
 MJ1269_MARKER: DS = TRIANGULATION STATION DISK
 MJ1269_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ1269_SP_SET: SANDSTONE ASTRO PIER
 MJ1269_STAMPING: OMAHA LONG REMARK 1882 1945
 MJ1269_MARK LOGO: CGS
 MJ1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1269+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 MJ1269
 MJ1269  HISTORY     - Date     Condition        Report By
 MJ1269  HISTORY     - 1945     MONUMENTED       CGS
 MJ1269  HISTORY     - 1945     GOOD             CGS
 MJ1269  HISTORY     - 1947     GOOD             CGS
 MJ1269  HISTORY     - 20090915 GOOD             NGS
 MJ1269  HISTORY     - 20120725 GOOD             GEOCAC
 MJ1269
 MJ1269                          STATION DESCRIPTION
 MJ1269
 MJ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1269'RECOVERED SANDSTONE PIERS SET FIRMLY IN CONCRETE IN GROUND,
 MJ1269'BUT TOP BADLY ERODED TO ALMOST A POINT ON TIP.  ALL THE ORIGINAL
 MJ1269'INSCRIPTION ON THE PIER WAS WEATHERED AWAY.  LOCAL ENGINEERS STATED
 MJ1269'THAT THE GROUNDS WERE GRADED IN 1922 AND THE PIERS LOWERED A
 MJ1269'NUMBER OF FEET BELOW THE ORIGINAL ELEVATION.  THE STATION MARK IS
 MJ1269'NOW A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BASE EXACTLY
 MJ1269'MIDWAY BETWEEN THE TWO PIERS AND STAMPED OMAHA LONG 1882 -
 MJ1269'REMARKED 1945.
 MJ1269'
 MJ1269'THE TWO PROJECTING PIERS WILL PROBABLY BE REMOVED IN THE
 MJ1269'IMMEDIATE FUTURE SINCE LOCAL INHABITANTS HAVE OBJECTED TO THEM.
 MJ1269'TWO BRONZE REFERENCE MARKS WERE CEMENTED IN DRILL HOLES IN TWO-FOOT
 MJ1269'SQUARE PILLARS OF SANDSTONE WHICH ARE PLACED AT INTERVALS IN THE
 MJ1269'CURBING OF THE WALK AROUND THE BUILDING AND LOCATED AS FOLLOWS--
 MJ1269
 MJ1269                          STATION RECOVERY (1947)
 MJ1269
 MJ1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1269'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.M. IN 1945 AND ALL
 MJ1269'MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 MJ1269'DISTANCES TO BOTH REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION
 MJ1269'FOLLOWS.
 MJ1269'
 MJ1269'THE STATION IS LOCATED ON THE SOUTH LAWN OF THE CENTRAL HIGH
 MJ1269'SCHOOL IN OMAHA, ON DODGE AVENUE BETWEEN 23RD. AND 24TH. STREETS.
 MJ1269'IT IS 86 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, AND 31.5
 MJ1269'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK WHICH SURROUNDS
 MJ1269'THE SCHOOL.  THE DISK IS SET IN A DRILL HOLE IN A 1 FOOT SQUARE,
 MJ1269'SANDSTONE BLOCK WHICH PROJECTS 4 INCHES.  AT THE EAST AND WEST
 MJ1269'SIDES OF THE BLOCK ARE 2 SANDSTONE SLABS SET IN THE GROUND AND
 MJ1269'PROJECT 8 INCHES.  THE DISK IS STAMPED OMAHA LONG 1882 REMARK
 MJ1269'1945.
 MJ1269'
 MJ1269'REFERENCE MARK NO. 1 IS 61.67 FEET WEST OF THE STATION, AND IS
 MJ1269'SET IN A SQUARE SANDSTONE BLOCK WHICH FORMS PART OF THE SIDEWALK
 MJ1269'CURBING.  IT IS AT THE NORTHEAST CORNER OF THE FIRST FLIGHT OF
 MJ1269'STEPS THAT LEAD TO THE SOUTH SCHOOL ENTRANCE.  THE DISK IS
 MJ1269'STAMPED OMAHA LONG NO 1 1945 AND PROJECTS 16 INCHES.
 MJ1269'
 MJ1269'REFERENCE MARK NO. 2 IS 45.90 FEET NORTH OF THE STATION, 40 FEET
 MJ1269'SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL.  IT IS SET IN A
 MJ1269'SQUARE SANDSTONE BLOCK WHICH FORMS PART OF THE CURBING ALONG THE
 MJ1269'NORTH SIDE OF THE SIDEWALK.  THE DISK IS STAMPED OMAHA LONG NO 2
 MJ1269'1945 AND PROJECTS 12 INCHES.
 MJ1269'
 MJ1269'THE OMAHA POST OFFICE DOME WAS USED AS THE AZIMUTH MARK.  IT IS
 MJ1269'APPROXIMATELY 0.3 MILE EAST OF THE STATION.
 MJ1269'
 MJ1269'A TRAVERSE CONNECTION WAS MADE TO OMAHA LONG 1907 REMARK 1946 AND
 MJ1269'THE DISTANCE IS 98.018 METERS OR 321.581 FEET.  A 30 FOOT STAND
 MJ1269'IS NECESSARY TO SEE THIS MARK FROM OMAHA LONG 1882 REMARK 1945.
 MJ1269'(THE TRAVERSE WAS RUN BY MEANS OF AN A STATION.) THE MARK IS
 MJ1269'NORTHWEST OF THE STATION, 64 FEET SOUTHEAST OF THE SOUTHWEST
 MJ1269'CORNER OF A LARGE BRICK STACK, 57 FEET SOUTH OF THE CURBING AT
 MJ1269'THE SOUTH EDGE OF AN ASPHALT PAVING STRIP, 94 FEET
 MJ1269'SOUTH-SOUTHWEST OF THE CENTER OF THE BASE OF A FLAGPOLE AT
 MJ1269'THE WEST ENTRANCE TO THE SCHOOL, AND 100 FEET WEST OF THE
 MJ1269'SCHOOL BUILDING.  THE DISK IS STAMPED OMAHA LONG 1907 REMARK
 MJ1269'1946.
 MJ1269'
 MJ1269'A 90 FOOT SIGNAL AT HANSCOM 1934 CAN BE SEEN AT 90 FEET.
 MJ1269'
 MJ1269'A 77 FOOT SIGNAL AT BENSON 1934 CAN BE SEEN AT 103 FEET.
 MJ1269
 MJ1269                          STATION RECOVERY (2009)
 MJ1269
 MJ1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (RLS)
 MJ1269'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MJ1269
 MJ1269                          STATION RECOVERY (2012)
 MJ1269
 MJ1269'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 MJ1269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1271 ***********************************************************************
 MJ1271  DESIGNATION -  OMAHA LONG RESET
 MJ1271  PID         -  MJ1271
 MJ1271  STATE/COUNTY-  NE/DOUGLAS
 MJ1271  COUNTRY     -  US
 MJ1271  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1271
 MJ1271                         *CURRENT SURVEY CONTROL
 MJ1271  ______________________________________________________________________
 MJ1271* NAD 83(1995) POSITION- 41 15 37.62737(N) 095 56 39.91869(W)   ADJUSTED
 MJ1271* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 MJ1271  ______________________________________________________________________
 MJ1271  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 MJ1271  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 MJ1271  HORZ ORDER      -  SECOND
 MJ1271
 MJ1271.The horizontal coordinates were established by classical geodetic methods
 MJ1271.and adjusted by the National Geodetic Survey in August 1997.
 MJ1271
 MJ1271.The orthometric height was scaled from a topographic map.
 MJ1271
 MJ1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1271.GEOID18 height accuracy estimate available here.
 MJ1271
 MJ1271.Click photographs - Photos may exist for this station.
 MJ1271
 MJ1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1271
 MJ1271. The following values were computed from the NAD 83(1995) position.
 MJ1271
 MJ1271;                    North         East     Units Scale Factor Converg.
 MJ1271;SPC NE       -   166,413.727   839,632.583   MT  0.99966772   +2 41 15.4
 MJ1271;SPC NE       -   545,975.70  2,754,694.57   sFT  0.99966772   +2 41 15.4
 MJ1271;UTM  15      - 4,571,852.209   253,332.638   MT  1.00034889   -1 56 34.0
 MJ1271;UTM  14      - 4,572,174.094   755,980.560   MT  1.00040651   +2 00 58.3
 MJ1271
 MJ1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1271!SPC NE       -   0.99994956  x   0.99966772  =   0.99961730
 MJ1271!UTM  15      -   0.99994956  x   1.00034889  =   1.00029843
 MJ1271!UTM  14      -   0.99994956  x   1.00040651  =   1.00035605
 MJ1271
 MJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5333271852(NAD 83)
 MJ1271
 MJ1271                          SUPERSEDED SURVEY CONTROL
 MJ1271
 MJ1271  NAD 83(1986)-  41 15 37.63559(N)    095 56 39.91885(W) AD(       ) 2
 MJ1271  NAD 27      -  41 15 37.64000(N)    095 56 38.86800(W) AD(       ) 2
 MJ1271
 MJ1271.Superseded values are not recommended for survey control.
 MJ1271
 MJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1271.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1271
 MJ1271_MARKER: DS = TRIANGULATION STATION DISK
 MJ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1271_STAMPING: OMAHA LONG RESET 1946
 MJ1271_MARK LOGO: CGS
 MJ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1271+STABILITY: SURFACE MOTION
 MJ1271
 MJ1271  HISTORY     - Date     Condition        Report By
 MJ1271  HISTORY     - 1946     MONUMENTED       CGS
 MJ1271  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MJ1271  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MJ1271
 MJ1271                          STATION DESCRIPTION
 MJ1271
 MJ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCM)
 MJ1271'THE BRICK PIERS OF THE OLD STATION WERE REMOVED AND THE POSITION
 MJ1271'MARKED WITH A BRASS DISK BY JOHN LATENSER AND SONS, ENGINEERS
 MJ1271'IN CHARGE OF THE GRADING WORK TO PROVIDE A LOCAL DRILL FIELD FOR
 MJ1271'THE HIGH SCHOOL.  A NEW DESCRIPTION FOLLOWS--
 MJ1271'
 MJ1271'STATION IS IN WEST PART OF CENTRAL HIGH SCHOOL GROUNDS NEAR THE
 MJ1271'NORTH PART OF THE DRILL FIELD.  IT IS MARKED WITH A BRASS DISK
 MJ1271'STAMPED OMAHA LONG.  REST 1946 SET FLUSH WITH THE SURFACE IN A
 MJ1271'BLOCK OF CONCRETE 1 FT 6 IN X 5 FT 0 IN.  IT IS 64.44 FT SE OF THE
 MJ1271'SW CORNER OF THE OCTAGONAL BASE OF CENTRAL HIGH SCHOOL STACK,
 MJ1271'57.20 FT S. OF THE 6 IN CURBING AT THE S. SIDE OF THE ASPHALT
 MJ1271'PAVING LEADING TO THE WEST ENTRANCE OF THE SCHOOL, 93.85 FT SSW
 MJ1271'OF THE CENTER OF THE BASE OF THE FLAGPOLE AT THE HIGH SCHOOL
 MJ1271'WEST ENTRANCE, 92.03 FT SW OF THE NORTH EDGE OF THE COPING AT
 MJ1271'THE SOUTH SIDE OF THE STEPS LEADING INTO THE BUILDING, AND 99.96
 MJ1271'FT W. OF A POINT OF OFF-SET OF THE BUILDING NEAREST THE STATION.
 MJ1271'ALL MEASUREMENTS WERE FURNISHIED BY JOHN LATENSER AND
 MJ1271'SONS AND ALL ARE BELIEVED TO BE SLOPE.
 MJ1271
 MJ1271                          STATION RECOVERY (1947)
 MJ1271
 MJ1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1271'THE STATION IS LOCATED ON THE LAWN OF THE CENTRAL HIGH SCHOOL,
 MJ1271'ON DODGE AVENUE BETWEEN 23RD AND 24TH STREETS.  IT IS 64 FEET
 MJ1271'SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE BRICK STACK, 57 FEET
 MJ1271'SOUTH OF THE CURBING AT THE SOUTH EDGE OF THE ASPHALT PAVING
 MJ1271'STRIP, 94 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE BASE OF A
 MJ1271'FLAGPOLE NEAR THE WEST ENTRANCE TO THE SCHOOL BUILDING, AND
 MJ1271'100 FEET WEST OF THE WEST SIDE OF THE SCHOOL BUILDING.  THE
 MJ1271'DISK IS STAMPED OMAHA LONG 1907 RESET 1946 AND PROJECTS 1
 MJ1271'INCH.
 MJ1271'
 MJ1271'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 MJ1271'STATION OMAHA LONG 1882 REMARK 1945.  THIS TRAVERSE WAS MADE BY
 MJ1271'MEANS OF AN A STATION AS THE TWO MARKS ARE NOT INTERVISIBLE FROM
 MJ1271'THE GROUND.  A 30 FOOT STAND AT OMAHA LONG 1882 REMARK 1945 IS
 MJ1271'NECESSARY TO SEE OMAHA LONG 1907 RESET 1946.
 MJ1271'
 MJ1271'THE TRAVERSE DISTANCE IS 98.018 METERS OR 321.58 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1272 ***********************************************************************
 MJ1272  DESIGNATION -  OMAHA MUNICIPAL AIRPORT AIR BN
 MJ1272  PID         -  MJ1272
 MJ1272  STATE/COUNTY-  NE/DOUGLAS
 MJ1272  COUNTRY     -  US
 MJ1272  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1272
 MJ1272                         *CURRENT SURVEY CONTROL
 MJ1272  ______________________________________________________________________
 MJ1272* NAD 83(1995) POSITION- 41 17 47.76800(N) 095 53 59.06293(W)   ADJUSTED
 MJ1272  ______________________________________________________________________
 MJ1272  GEOID HEIGHT    -        -27.739 (meters)                     GEOID18
 MJ1272  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 MJ1272  HORZ ORDER      -  THIRD
 MJ1272
 MJ1272.The horizontal coordinates were established by classical geodetic methods
 MJ1272.and adjusted by the National Geodetic Survey in August 1997.
 MJ1272
 MJ1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1272.GEOID18 height accuracy estimate available here.
 MJ1272
 MJ1272.Click photographs - Photos may exist for this station.
 MJ1272
 MJ1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1272
 MJ1272. The following values were computed from the NAD 83(1995) position.
 MJ1272
 MJ1272;                    North         East     Units Scale Factor Converg.
 MJ1272;SPC NE       -   170,599.178   843,181.414   MT  0.99966523   +2 43 02.0
 MJ1272;SPC NE       -   559,707.47  2,766,337.69   sFT  0.99966523   +2 43 02.0
 MJ1272;UTM  15      - 4,575,740.067   257,210.418   MT  1.00032552   -1 54 52.7
 MJ1272
 MJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5721075740(NAD 83)
 MJ1272
 MJ1272                          SUPERSEDED SURVEY CONTROL
 MJ1272
 MJ1272  NAD 83(1986)-  41 17 47.77683(N)    095 53 59.06368(W) AD(       ) 3
 MJ1272  NAD 27      -  41 17 47.78600(N)    095 53 58.01600(W) AD(       ) 3
 MJ1272
 MJ1272.Superseded values are not recommended for survey control.
 MJ1272
 MJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1272.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1272
 MJ1272_MARKER: 21 = AIRPORT BEACON
 MJ1272
 MJ1272  HISTORY     - Date     Condition        Report By
 MJ1272  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1272  HISTORY     - 1947     GOOD             CGS
 MJ1272  HISTORY     - 1949     GOOD             CGS
 MJ1272  HISTORY     - 1953     GOOD             CGS
 MJ1272  HISTORY     - 1961     GOOD             CGS
 MJ1272
 MJ1272                          STATION DESCRIPTION
 MJ1272
 MJ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1272'THE STATION IS LOCATED DIRECTLY IN FRONT OF THE ADMINISTRATION
 MJ1272'BUILDING AT THE MUNICIPAL AIRPORT.  IT IS ABOUT 50 FEET HIGH,
 MJ1272'25 FEET SQUARE AT THE BASE, BUILT OF STEEL CONSTRUCTION AND
 MJ1272'PAINTED ORANGE.  IT HAS A GREEN SIGNALING LIGHT WHICH SENDS O.M.
 MJ1272'
 MJ1272'TO REACH STATION FROM OMAHA, FROM THE CORNER OF 16TH AND DOUGLAS,
 MJ1272'GO NORTH ON 16TH STREET FOR 1.9 MILE TO LOCUST STREET.  TURN
 MJ1272'RIGHT AND GO EAST ON LOCUST STREET FOR 1.8 MILE TO 21ST
 MJ1272'STREET, TURN LEFT AND GO NORTH ON 21ST STREET 0.85 MILE TO
 MJ1272'STATION ON RIGHT AS DESCRIBED.
 MJ1272'
 MJ1272'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 MJ1272'
 MJ1272'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1272
 MJ1272                          STATION RECOVERY (1949)
 MJ1272
 MJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 MJ1272'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MJ1272
 MJ1272                          STATION RECOVERY (1953)
 MJ1272
 MJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWO)
 MJ1272'THE INTERSECTION STATION HAS BEEN DESTROYED.
 MJ1272
 MJ1272                          STATION RECOVERY (1961)
 MJ1272
 MJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1272'THE STATION HAS BEEN DESTROYED.  A NEW AIRPORT BEACON HAS BEEN
 MJ1272'BUILT ON THE TOP CENTER OF THE AIRPORT CONTROL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1283 ***********************************************************************
 MJ1283  DESIGNATION -  OMAHA NATL BANK BLDG TIP FLAG
 MJ1283  PID         -  MJ1283
 MJ1283  STATE/COUNTY-  NE/DOUGLAS
 MJ1283  COUNTRY     -  US
 MJ1283  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1283
 MJ1283                         *CURRENT SURVEY CONTROL
 MJ1283  ______________________________________________________________________
 MJ1283* NAD 83(1995) POSITION- 41 15 28.43711(N) 095 56 17.15238(W)   ADJUSTED
 MJ1283  ______________________________________________________________________
 MJ1283  GEOID HEIGHT    -        -27.539 (meters)                     GEOID18
 MJ1283  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 MJ1283  HORZ ORDER      -  THIRD
 MJ1283
 MJ1283.The horizontal coordinates were established by classical geodetic methods
 MJ1283.and adjusted by the National Geodetic Survey in August 1997.
 MJ1283
 MJ1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1283.GEOID18 height accuracy estimate available here.
 MJ1283
 MJ1283.Click photographs - Photos may exist for this station.
 MJ1283
 MJ1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1283
 MJ1283. The following values were computed from the NAD 83(1995) position.
 MJ1283
 MJ1283;                    North         East     Units Scale Factor Converg.
 MJ1283;SPC NE       -   166,155.479   840,175.103   MT  0.99966791   +2 41 30.5
 MJ1283;SPC NE       -   545,128.43  2,756,474.48   sFT  0.99966791   +2 41 30.5
 MJ1283;UTM  15      - 4,571,550.803   253,852.893   MT  1.00034573   -1 56 18.6
 MJ1283;UTM  14      - 4,571,909.310   756,520.416   MT  1.00040992   +2 01 13.0
 MJ1283
 MJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5385271550(NAD 83)
 MJ1283
 MJ1283                          SUPERSEDED SURVEY CONTROL
 MJ1283
 MJ1283  NAD 83(1986)-  41 15 28.44580(N)    095 56 17.15240(W) AD(       ) 3
 MJ1283  NAD 27      -  41 15 28.45100(N)    095 56 16.10100(W) AD(       ) 3
 MJ1283
 MJ1283.Superseded values are not recommended for survey control.
 MJ1283
 MJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1283.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1283
 MJ1283_MARKER: 62 = FLAGPOLE
 MJ1283
 MJ1283  HISTORY     - Date     Condition        Report By
 MJ1283  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1283
 MJ1283                          STATION DESCRIPTION
 MJ1283
 MJ1283'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1270 ***********************************************************************
 MJ1270  DESIGNATION -  OMAHA NEBR DEAF SCH C OF STK
 MJ1270  PID         -  MJ1270
 MJ1270  STATE/COUNTY-  NE/DOUGLAS
 MJ1270  COUNTRY     -  US
 MJ1270  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1270
 MJ1270                         *CURRENT SURVEY CONTROL
 MJ1270  ______________________________________________________________________
 MJ1270* NAD 83(1995) POSITION- 41 17 12.69468(N) 095 58 39.10385(W)   ADJUSTED
 MJ1270  ______________________________________________________________________
 MJ1270  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 MJ1270  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 MJ1270  HORZ ORDER      -  THIRD
 MJ1270
 MJ1270.The horizontal coordinates were established by classical geodetic methods
 MJ1270.and adjusted by the National Geodetic Survey in August 1997.
 MJ1270
 MJ1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1270.GEOID18 height accuracy estimate available here.
 MJ1270
 MJ1270.Click photographs - Photos may exist for this station.
 MJ1270
 MJ1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1270
 MJ1270. The following values were computed from the NAD 83(1995) position.
 MJ1270
 MJ1270;                    North         East     Units Scale Factor Converg.
 MJ1270;SPC NE       -   169,212.860   836,725.708   MT  0.99966586   +2 39 56.4
 MJ1270;SPC NE       -   555,159.19  2,745,157.59   sFT  0.99966586   +2 39 56.4
 MJ1270;UTM  15      - 4,574,878.982   250,659.399   MT  1.00036520   -1 57 56.4
 MJ1270;UTM  14      - 4,575,009.141   753,104.558   MT  1.00038848   +1 59 43.3
 MJ1270
 MJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5065974878(NAD 83)
 MJ1270
 MJ1270                          SUPERSEDED SURVEY CONTROL
 MJ1270
 MJ1270  NAD 83(1986)-  41 17 12.70321(N)    095 58 39.10411(W) AD(       ) 3
 MJ1270  NAD 27      -  41 17 12.70900(N)    095 58 38.04900(W) AD(       ) 3
 MJ1270
 MJ1270.Superseded values are not recommended for survey control.
 MJ1270
 MJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1270.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1270
 MJ1270_MARKER: 63 = STACK
 MJ1270
 MJ1270  HISTORY     - Date     Condition        Report By
 MJ1270  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1270
 MJ1270                          STATION DESCRIPTION
 MJ1270
 MJ1270'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1228 ***********************************************************************
 MJ1228  DESIGNATION -  OMAHA O AND C B ST RY SHOPS TK
 MJ1228  PID         -  MJ1228
 MJ1228  STATE/COUNTY-  NE/DOUGLAS
 MJ1228  COUNTRY     -  US
 MJ1228  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1228
 MJ1228                         *CURRENT SURVEY CONTROL
 MJ1228  ______________________________________________________________________
 MJ1228* NAD 83(1995) POSITION- 41 13 48.47373(N) 095 56 52.89306(W)   ADJUSTED
 MJ1228  ______________________________________________________________________
 MJ1228  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 MJ1228  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 MJ1228  HORZ ORDER      -  THIRD
 MJ1228
 MJ1228.The horizontal coordinates were established by classical geodetic methods
 MJ1228.and adjusted by the National Geodetic Survey in August 1997.
 MJ1228
 MJ1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1228.GEOID18 height accuracy estimate available here.
 MJ1228
 MJ1228.Click photographs - Photos may exist for this station.
 MJ1228
 MJ1228.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1228
 MJ1228. The following values were computed from the NAD 83(1995) position.
 MJ1228
 MJ1228;                    North         East     Units Scale Factor Converg.
 MJ1228;SPC NE       -   163,037.038   839,488.694   MT  0.99967011   +2 41 06.8
 MJ1228;SPC NE       -   534,897.35  2,754,222.49   sFT  0.99967011   +2 41 06.8
 MJ1228;UTM  15      - 4,568,495.866   252,916.378   MT  1.00035142   -1 56 38.3
 MJ1228;UTM  14      - 4,568,796.837   755,796.941   MT  1.00040536   +2 00 45.4
 MJ1228
 MJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5291668495(NAD 83)
 MJ1228
 MJ1228                          SUPERSEDED SURVEY CONTROL
 MJ1228
 MJ1228  NAD 83(1986)-  41 13 48.48246(N)    095 56 52.89268(W) AD(       ) 3
 MJ1228  NAD 27      -  41 13 48.48700(N)    095 56 51.83900(W) AD(       ) 3
 MJ1228
 MJ1228.Superseded values are not recommended for survey control.
 MJ1228
 MJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1228.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1228
 MJ1228_MARKER: 53 = ELEVATED TANK
 MJ1228
 MJ1228  HISTORY     - Date     Condition        Report By
 MJ1228  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1228  HISTORY     - 1980     GOOD             NGS
 MJ1228
 MJ1228                          STATION DESCRIPTION
 MJ1228
 MJ1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1228'THE STATION, OMAHA, OMAHA COUNCIL BLUFFS STREET RAILWAY COMPANY TANK,
 MJ1228'WHICH WAS NOT PREVIOUSLY DESCRIBED, IS THE CENTER OF THE TOP OF AN
 MJ1228'ELEVATED WATER TANK THAT IS ABOUT 75 FEET TALL, CURRENTLY PAINTED
 MJ1228'BLACK WITH AN ORANGE TOP, THAT IS SUPPORTED BY 4 GIRDER TYPE-LEGS.  IT
 MJ1228'IS NOW OWNED BY THE MC KENZIE PONTIAC GMC INCORPORATED AND IS LOCATED
 MJ1228'AT THE MC KENZIE GMC TRUCK CENTER AT 2402 VINTON STREET IN OMAHA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1279 ***********************************************************************
 MJ1279  DESIGNATION -  OMAHA PACIFIC ELEV CO WATER TK
 MJ1279  PID         -  MJ1279
 MJ1279  STATE/COUNTY-  NE/DOUGLAS
 MJ1279  COUNTRY     -  US
 MJ1279  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1279
 MJ1279                         *CURRENT SURVEY CONTROL
 MJ1279  ______________________________________________________________________
 MJ1279* NAD 83(1995) POSITION- 41 17 38.94632(N) 095 56 11.29369(W)   ADJUSTED
 MJ1279  ______________________________________________________________________
 MJ1279  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 MJ1279  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 MJ1279  HORZ ORDER      -  THIRD
 MJ1279
 MJ1279.The horizontal coordinates were established by classical geodetic methods
 MJ1279.and adjusted by the National Geodetic Survey in August 1997.
 MJ1279
 MJ1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1279.GEOID18 height accuracy estimate available here.
 MJ1279
 MJ1279.Click photographs - Photos may exist for this station.
 MJ1279
 MJ1279.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1279
 MJ1279. The following values were computed from the NAD 83(1995) position.
 MJ1279
 MJ1279;                    North         East     Units Scale Factor Converg.
 MJ1279;SPC NE       -   170,182.278   840,122.198   MT  0.99966539   +2 41 34.4
 MJ1279;SPC NE       -   558,339.69  2,756,300.91   sFT  0.99966539   +2 41 34.4
 MJ1279;UTM  15      - 4,575,571.454   254,125.463   MT  1.00034407   -1 56 19.7
 MJ1279;UTM  14      - 4,575,939.447   756,514.654   MT  1.00040987   +2 01 22.1
 MJ1279
 MJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5412575571(NAD 83)
 MJ1279
 MJ1279                          SUPERSEDED SURVEY CONTROL
 MJ1279
 MJ1279  NAD 83(1986)-  41 17 38.95494(N)    095 56 11.29403(W) AD(       ) 3
 MJ1279  NAD 27      -  41 17 38.96300(N)    095 56 10.24200(W) AD(       ) 3
 MJ1279
 MJ1279.Superseded values are not recommended for survey control.
 MJ1279
 MJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1279.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1279
 MJ1279_MARKER: 53 = ELEVATED TANK
 MJ1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1279+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 MJ1279
 MJ1279  HISTORY     - Date     Condition        Report By
 MJ1279  HISTORY     - 1961     FIRST OBSERVED   CGS
 MJ1279  HISTORY     - 1961     GOOD             CGS
 MJ1279  HISTORY     - 1962     GOOD             CGS
 MJ1279  HISTORY     - 1970     GOOD             NGS
 MJ1279  HISTORY     - 20120725 GOOD             GEOCAC
 MJ1279
 MJ1279                          STATION DESCRIPTION
 MJ1279
 MJ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1279'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 MJ1279'GOOD CONDITION.
 MJ1279
 MJ1279                          STATION RECOVERY (1962)
 MJ1279
 MJ1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 MJ1279'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 MJ1279'AND VERIFIED BY LOCAL INQUIRY.  NO PREVIOUS DESCRIPTION EXISTS
 MJ1279'AND A NEW DESCRIPTION FOLLOWS.
 MJ1279'
 MJ1279'THE STATION IS LOCATED IN THE NORTHERN SECTION OF OMAHA, 220
 MJ1279'FEET EAST OF 16TH STREET, AND BETWEEN LAIRD AND MANDERSON
 MJ1279'STREETS (3800 TO 3900 NORTH).
 MJ1279'
 MJ1279'THE STATION IS THE BALL ATOP THE CONE OF THE WATER TANK THAT
 MJ1279'IS MOUNTED ON A 4-LEGGED STEEL STRUCTURE THAT IS ABOUT 120
 MJ1279'FEET HIGH.  THE TANK AND THE STEEL STRUCTURE IS PAINTED BLACK
 MJ1279'IN COLOR.
 MJ1279
 MJ1279                          STATION RECOVERY (1970)
 MJ1279
 MJ1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 MJ1279'THE STATION WAS RECOVERED AS DECRIBED IN THE 1962 DESCRIPTION,
 MJ1279'
 MJ1279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHERN
 MJ1279'SECTION OF OMAHA.
 MJ1279
 MJ1279                          STATION RECOVERY (2012)
 MJ1279
 MJ1279'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 MJ1279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1979 ***********************************************************************
 MK1979  DESIGNATION -  OMAHA RAD KOWH WAAW SE MAST
 MK1979  PID         -  MK1979
 MK1979  STATE/COUNTY-  NE/DOUGLAS
 MK1979  COUNTRY     -  US
 MK1979  USGS QUAD   -  IRVINGTON (2017)
 MK1979
 MK1979                         *CURRENT SURVEY CONTROL
 MK1979  ______________________________________________________________________
 MK1979* NAD 83(1995) POSITION- 41 19 25.78566(N) 096 00 19.36031(W)   ADJUSTED
 MK1979  ______________________________________________________________________
 MK1979  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 MK1979  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 MK1979  HORZ ORDER      -  THIRD
 MK1979
 MK1979.The horizontal coordinates were established by classical geodetic methods
 MK1979.and adjusted by the National Geodetic Survey in August 1997.
 MK1979
 MK1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1979.GEOID18 height accuracy estimate available here.
 MK1979
 MK1979.Click photographs - Photos may exist for this station.
 MK1979
 MK1979.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1979
 MK1979. The following values were computed from the NAD 83(1995) position.
 MK1979
 MK1979;                    North         East     Units Scale Factor Converg.
 MK1979;SPC NE       -   173,204.866   834,206.529   MT  0.99966362   +2 38 50.0
 MK1979;SPC NE       -   568,256.30  2,736,892.59   sFT  0.99966362   +2 38 50.0
 MK1979;UTM  14      - 4,579,033.193   750,630.429   MT  1.00037313   +1 58 42.3
 MK1979;UTM  15      - 4,579,064.348   248,469.280   MT  1.00037870   -1 59 07.9
 MK1979
 MK1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5063079033(NAD 83)
 MK1979
 MK1979                          SUPERSEDED SURVEY CONTROL
 MK1979
 MK1979  NAD 83(1986)-  41 19 25.79376(N)    096 00 19.36060(W) AD(       ) 3
 MK1979  NAD 27      -  41 19 25.80200(N)    096 00 18.30500(W) AD(       ) 3
 MK1979
 MK1979.Superseded values are not recommended for survey control.
 MK1979
 MK1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1979.See file dsdata.pdf to determine how the superseded data were derived.
 MK1979
 MK1979_MARKER: 42 = RADIO/TV MAST
 MK1979
 MK1979  HISTORY     - Date     Condition        Report By
 MK1979  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1979
 MK1979                          STATION DESCRIPTION
 MK1979
 MK1979'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1982 ***********************************************************************
 MK1982  DESIGNATION -  OMAHA RAD KOWH WAAW NW MAST
 MK1982  PID         -  MK1982
 MK1982  STATE/COUNTY-  NE/DOUGLAS
 MK1982  COUNTRY     -  US
 MK1982  USGS QUAD   -  IRVINGTON (2017)
 MK1982
 MK1982                         *CURRENT SURVEY CONTROL
 MK1982  ______________________________________________________________________
 MK1982* NAD 83(1995) POSITION- 41 19 28.82077(N) 096 00 22.66836(W)   ADJUSTED
 MK1982  ______________________________________________________________________
 MK1982  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 MK1982  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 MK1982  HORZ ORDER      -  THIRD
 MK1982
 MK1982.The horizontal coordinates were established by classical geodetic methods
 MK1982.and adjusted by the National Geodetic Survey in August 1997.
 MK1982
 MK1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1982.GEOID18 height accuracy estimate available here.
 MK1982
 MK1982.Click photographs - Photos may exist for this station.
 MK1982
 MK1982.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1982
 MK1982. The following values were computed from the NAD 83(1995) position.
 MK1982
 MK1982;                    North         East     Units Scale Factor Converg.
 MK1982;SPC NE       -   173,294.816   834,125.383   MT  0.99966357   +2 38 47.8
 MK1982;SPC NE       -   568,551.41  2,736,626.36   sFT  0.99966357   +2 38 47.8
 MK1982;UTM  14      - 4,579,124.149   750,550.281   MT  1.00037264   +1 58 40.2
 MK1982;UTM  15      - 4,579,160.628   248,395.611   MT  1.00037916   -1 59 10.2
 MK1982
 MK1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5055079124(NAD 83)
 MK1982
 MK1982                          SUPERSEDED SURVEY CONTROL
 MK1982
 MK1982  NAD 83(1986)-  41 19 28.82886(N)    096 00 22.66867(W) AD(       ) 3
 MK1982  NAD 27      -  41 19 28.83900(N)    096 00 21.61700(W) AD(       ) 3
 MK1982
 MK1982.Superseded values are not recommended for survey control.
 MK1982
 MK1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1982.See file dsdata.pdf to determine how the superseded data were derived.
 MK1982
 MK1982_MARKER: 42 = RADIO/TV MAST
 MK1982
 MK1982  HISTORY     - Date     Condition        Report By
 MK1982  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1982
 MK1982                          STATION DESCRIPTION
 MK1982
 MK1982'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1263 ***********************************************************************
 MJ1263  DESIGNATION -  OMAHA RAD STA WOW RAD MAST
 MJ1263  PID         -  MJ1263
 MJ1263  STATE/COUNTY-  NE/DOUGLAS
 MJ1263  COUNTRY     -  US
 MJ1263  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1263
 MJ1263                         *CURRENT SURVEY CONTROL
 MJ1263  ______________________________________________________________________
 MJ1263* NAD 83(1995) POSITION- 41 18 54.59631(N) 095 59 53.50792(W)   ADJUSTED
 MJ1263  ______________________________________________________________________
 MJ1263  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 MJ1263  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 MJ1263  HORZ ORDER      -  THIRD
 MJ1263
 MJ1263.The horizontal coordinates were established by classical geodetic methods
 MJ1263.and adjusted by the National Geodetic Survey in August 1997.
 MJ1263
 MJ1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1263.GEOID18 height accuracy estimate available here.
 MJ1263
 MJ1263.Click photographs - Photos may exist for this station.
 MJ1263
 MJ1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1263
 MJ1263. The following values were computed from the NAD 83(1995) position.
 MJ1263
 MJ1263;                    North         East     Units Scale Factor Converg.
 MJ1263;SPC NE       -   172,271.811   834,851.416   MT  0.99966411   +2 39 07.1
 MJ1263;SPC NE       -   565,195.10  2,739,008.35   sFT  0.99966411   +2 39 07.1
 MJ1263;UTM  15      - 4,578,081.557   249,037.106   MT  1.00037519   -1 58 49.6
 MJ1263;UTM  14      - 4,578,092.003   751,264.829   MT  1.00037705   +1 58 58.2
 MJ1263
 MJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4903778081(NAD 83)
 MJ1263
 MJ1263                          SUPERSEDED SURVEY CONTROL
 MJ1263
 MJ1263  NAD 83(1986)-  41 18 54.60439(N)    095 59 53.50806(W) AD(       ) 3
 MJ1263  NAD 27      -  41 18 54.61700(N)    095 59 52.45900(W) AD(       ) 3
 MJ1263
 MJ1263.Superseded values are not recommended for survey control.
 MJ1263
 MJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1263.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1263
 MJ1263_MARKER: 42 = RADIO/TV MAST
 MJ1263
 MJ1263  HISTORY     - Date     Condition        Report By
 MJ1263  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1263
 MJ1263                          STATION DESCRIPTION
 MJ1263
 MJ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1263'STATION IS LOCATED IN THE NORTHWEST SECTION OF OMAHA AND
 MJ1263'TO THE LEFT OR EAST OF NORTH 60TH AVE.  THE TOWER IS ABOUT 450
 MJ1263'FEET IN HEIGHT, SQUARE IN CONSTRUCTION BUT TAPERING AT THE TOP
 MJ1263'AND BOTTOM.  THE STEEL MAST IS PAINTED ORANGE AND WHITE WITH
 MJ1263'AN ORANGE BAND THE COLOR AT THE TOP.  THE POINT OF INTERSECTION
 MJ1263'WAS THE RED LIGHT AT THE TOP OF THE MAST.
 MJ1263'
 MJ1263'STATION MAY BE REACHED FROM THE POST OFFICE IN BENSON, A SUBURB
 MJ1263'IN THE NORTHWEST SECTION OF OMAHA, BY GOING EAST ON MILITARY
 MJ1263'AVE TO NORTH 60TH AVE..  THENCE LEFT OR NORTH ON NORTH 60 TH
 MJ1263'AVE. FOR 1.9 MILES TO THE STATION SITE ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0757 ***********************************************************************
 LG0757  DESIGNATION -  OMAHA SALT LAKE CITY AWY BN 82
 LG0757  PID         -  LG0757
 LG0757  STATE/COUNTY-  NE/SEWARD
 LG0757  COUNTRY     -  US
 LG0757  USGS QUAD   -  SEWARD (2017)
 LG0757
 LG0757                         *CURRENT SURVEY CONTROL
 LG0757  ______________________________________________________________________
 LG0757* NAD 83(1995) POSITION- 40 54 06.60953(N) 097 07 12.76608(W)   ADJUSTED
 LG0757  ______________________________________________________________________
 LG0757  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 LG0757  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LG0757  HORZ ORDER      -  THIRD
 LG0757
 LG0757.The horizontal coordinates were established by classical geodetic methods
 LG0757.and adjusted by the National Geodetic Survey in August 1997.
 LG0757
 LG0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0757.GEOID18 height accuracy estimate available here.
 LG0757
 LG0757.Click photographs - Photos may exist for this station.
 LG0757
 LG0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0757
 LG0757. The following values were computed from the NAD 83(1995) position.
 LG0757
 LG0757;                    North         East     Units Scale Factor Converg.
 LG0757;SPC NE       -   122,672.334   742,536.238   MT  0.99971377   +1 54 30.3
 LG0757;SPC NE       -   402,467.48  2,436,137.64   sFT  0.99971377   +1 54 30.3
 LG0757;UTM  14      - 4,529,560.972   658,331.409   MT  0.99990855   +1 13 51.9
 LG0757
 LG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5833129560(NAD 83)
 LG0757
 LG0757                          SUPERSEDED SURVEY CONTROL
 LG0757
 LG0757  NAD 83(1986)-  40 54 06.61796(N)    097 07 12.76568(W) AD(       ) 3
 LG0757  NAD 27      -  40 54 06.58200(N)    097 07 11.63400(W) AD(       ) 3
 LG0757
 LG0757.Superseded values are not recommended for survey control.
 LG0757
 LG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0757.See file dsdata.pdf to determine how the superseded data were derived.
 LG0757
 LG0757_MARKER: 22 = AIRWAY BEACON
 LG0757
 LG0757  HISTORY     - Date     Condition        Report By
 LG0757  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0757  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 LG0757
 LG0757                          STATION DESCRIPTION
 LG0757
 LG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0757'POINT SIGHTED UPON WAS REVOLVING BEACON LIGHT ATOP AIR BEACON NO.
 LG0757'82, OMAHA SALT LAKE CITY LINE. TO REACH FROM COURTHOUSE IN SEWARD
 LG0757'GO W ON RT. 2 1.4 MI. TO BEACON ON RIGHT (N).  BEACON IS 50 FT.
 LG0757'N OF RT. 2, 50 FT. E OF DIRT ROAD, ABOUT 50 FT. HIGH.
 LG0757'
 LG0757'STATION OBSERVED UPON FROM SCHERER, EARNEST, CATTLE.
 LG0757
 LG0757                          STATION RECOVERY (2002)
 LG0757
 LG0757'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0757'SITE LOCATED.  NO BEACON EXISTS AT THE SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0796 ***********************************************************************
 LG0796  DESIGNATION -  OMAHA SALT LAKE CITY AWY BN 81
 LG0796  PID         -  LG0796
 LG0796  STATE/COUNTY-  NE/SEWARD
 LG0796  COUNTRY     -  US
 LG0796  USGS QUAD   -  UTICA (2017)
 LG0796
 LG0796                         *CURRENT SURVEY CONTROL
 LG0796  ______________________________________________________________________
 LG0796* NAD 83(1995) POSITION- 40 53 40.96973(N) 097 20 38.90522(W)   ADJUSTED
 LG0796  ______________________________________________________________________
 LG0796  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 LG0796  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LG0796  HORZ ORDER      -  THIRD
 LG0796
 LG0796.The horizontal coordinates were established by classical geodetic methods
 LG0796.and adjusted by the National Geodetic Survey in August 1997.
 LG0796
 LG0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0796.GEOID18 height accuracy estimate available here.
 LG0796
 LG0796.Click photographs - Photos may exist for this station.
 LG0796
 LG0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0796
 LG0796. The following values were computed from the NAD 83(1995) position.
 LG0796
 LG0796;                    North         East     Units Scale Factor Converg.
 LG0796;SPC NE       -   121,278.248   723,707.485   MT  0.99971508   +1 45 36.1
 LG0796;SPC NE       -   397,893.72  2,374,363.64   sFT  0.99971508   +1 45 36.1
 LG0796;UTM  14      - 4,528,389.134   639,484.513   MT  0.99983947   +1 05 03.2
 LG0796
 LG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3948428389(NAD 83)
 LG0796
 LG0796                          SUPERSEDED SURVEY CONTROL
 LG0796
 LG0796  NAD 83(1986)-  40 53 40.97843(N)    097 20 38.90544(W) AD(       ) 3
 LG0796  NAD 27      -  40 53 40.94200(N)    097 20 37.72200(W) AD(       ) 3
 LG0796
 LG0796.Superseded values are not recommended for survey control.
 LG0796
 LG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0796.See file dsdata.pdf to determine how the superseded data were derived.
 LG0796
 LG0796_MARKER: 22 = AIRWAY BEACON
 LG0796
 LG0796  HISTORY     - Date     Condition        Report By
 LG0796  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0796
 LG0796                          STATION DESCRIPTION
 LG0796
 LG0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0796'POINT SIGHTED UPON WAS REVOLVING BEACON LIGHT (OMAHA-SALT LAKE CITY
 LG0796'LINE) ATOP FARMERS COOPERATIVE ELEVATOR COMPANY CONCRETE ELEVATOR
 LG0796'IN UTICA.
 LG0796'
 LG0796'OBSERVED UPON FROM STATIONS CATTLE, SCHERER, EARNEST, BEAVER,
 LG0796'HROMAS, AND STODDARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0896 ***********************************************************************
 LG0896  DESIGNATION -  OMAHA SALT LAKE CITY AWY BN 80
 LG0896  PID         -  LG0896
 LG0896  STATE/COUNTY-  NE/YORK
 LG0896  COUNTRY     -  US
 LG0896  USGS QUAD   -  YORK NORTH (2017)
 LG0896
 LG0896                         *CURRENT SURVEY CONTROL
 LG0896  ______________________________________________________________________
 LG0896* NAD 83(1995) POSITION- 40 53 13.09533(N) 097 35 51.97519(W)   ADJUSTED
 LG0896  ______________________________________________________________________
 LG0896  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 LG0896  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 LG0896  HORZ ORDER      -  THIRD
 LG0896
 LG0896.The horizontal coordinates were established by classical geodetic methods
 LG0896.and adjusted by the National Geodetic Survey in August 1997.
 LG0896
 LG0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0896.GEOID18 height accuracy estimate available here.
 LG0896
 LG0896.Click photographs - Photos may exist for this station.
 LG0896
 LG0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0896
 LG0896. The following values were computed from the NAD 83(1995) position.
 LG0896
 LG0896;                    North         East     Units Scale Factor Converg.
 LG0896;SPC NE       -   119,794.032   702,373.431   MT  0.99971651   +1 35 31.0
 LG0896;SPC NE       -   393,024.25  2,304,370.16   sFT  0.99971651   +1 35 31.0
 LG0896;UTM  14      - 4,527,156.206   618,132.557   MT  0.99977176   +0 55 04.7
 LG0896
 LG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1813227156(NAD 83)
 LG0896
 LG0896                          SUPERSEDED SURVEY CONTROL
 LG0896
 LG0896  NAD 83(1986)-  40 53 13.10365(N)    097 35 51.97515(W) AD(       ) 3
 LG0896  NAD 27      -  40 53 13.06300(N)    097 35 50.72100(W) AD(       ) 3
 LG0896
 LG0896.Superseded values are not recommended for survey control.
 LG0896
 LG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0896.See file dsdata.pdf to determine how the superseded data were derived.
 LG0896
 LG0896_MARKER: 22 = AIRWAY BEACON
 LG0896
 LG0896  HISTORY     - Date     Condition        Report By
 LG0896  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0896
 LG0896                          STATION DESCRIPTION
 LG0896
 LG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0896'POINT OBSERVED UPON IS REVOLVING LIGHT OF AIRWAY BEACON, LOCATED
 LG0896'IN YORK, NEBR.  NOT POSITIVE THAT 80 IS CORRECT NUMBER OF THIS
 LG0896'BEACON.
 LG0896'
 LG0896'OBSERVED UPON FROM STATIONS BEAVER, STODDARD, AND SCHERER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1288 ***********************************************************************
 MJ1288  DESIGNATION -  OMAHA SIOUX FALLS AMBER 4 BCN
 MJ1288  PID         -  MJ1288
 MJ1288  STATE/COUNTY-  NE/WASHINGTON
 MJ1288  COUNTRY     -  US
 MJ1288  USGS QUAD   -  LOVELAND (2018)
 MJ1288
 MJ1288                         *CURRENT SURVEY CONTROL
 MJ1288  ______________________________________________________________________
 MJ1288* NAD 83(1995) POSITION- 41 24 35.05839(N) 095 57 06.46755(W)   ADJUSTED
 MJ1288  ______________________________________________________________________
 MJ1288  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 MJ1288  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MJ1288  HORZ ORDER      -  THIRD
 MJ1288
 MJ1288.The horizontal coordinates were established by classical geodetic methods
 MJ1288.and adjusted by the National Geodetic Survey in August 1997.
 MJ1288
 MJ1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1288.GEOID18 height accuracy estimate available here.
 MJ1288
 MJ1288.Click photographs - Photos may exist for this station.
 MJ1288
 MJ1288.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1288
 MJ1288. The following values were computed from the NAD 83(1995) position.
 MJ1288
 MJ1288;                    North         East     Units Scale Factor Converg.
 MJ1288;SPC NE       -   182,940.841   838,239.682   MT  0.99966000   +2 40 57.8
 MJ1288;SPC NE       -   600,198.41  2,750,124.69   sFT  0.99966000   +2 40 57.8
 MJ1288;UTM  15      - 4,588,449.208   253,279.275   MT  1.00034918   -1 57 12.3
 MJ1288;UTM  14      - 4,588,728.569   754,779.673   MT  1.00039893   +2 01 02.2
 MJ1288
 MJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5327988449(NAD 83)
 MJ1288
 MJ1288                          SUPERSEDED SURVEY CONTROL
 MJ1288
 MJ1288  NAD 83(1986)-  41 24 35.06612(N)    095 57 06.46771(W) AD(       ) 3
 MJ1288  NAD 27      -  41 24 35.08200(N)    095 57 05.41800(W) AD(       ) 3
 MJ1288
 MJ1288.Superseded values are not recommended for survey control.
 MJ1288
 MJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1288.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1288
 MJ1288_MARKER: 22 = AIRWAY BEACON
 MJ1288
 MJ1288  HISTORY     - Date     Condition        Report By
 MJ1288  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1288
 MJ1288                          STATION DESCRIPTION
 MJ1288
 MJ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1288'STATION IS LOCATED ABOUT SIX MILES SOUTHEAST OF FT. CALHOUN
 MJ1288'AND 2-1/2 MILES EAST OF U.S. HIGHWAY 73.  IT IS ON A LOW
 MJ1288'HILL JUST WEST OF MR. LINNS FARM HOME.  THE BEACON IS OF
 MJ1288'STANDARD CONSTRUCTION, ABOUT 30 FEET HIGH.  THE BEACON
 MJ1288'LIGHT WAS INTERSECTED.
 MJ1288'
 MJ1288'THE STATION MAY BE REACHED FROM FT. CALHOUN BY GOING SOUTH AND
 MJ1288'EAST ON U.S. HIGHWAY 73 FOR 3.5 MILES (CROSSING RAILROAD TRACKS)
 MJ1288'TO DIRT ROAD TO THE EAST.  FOLLOW MAIN DIRT ROAD FOR 1.45 MILES
 MJ1288'TO WHITE FRAME SCHOOL HOUSE ON THE RIGHT.  CONTINUE STRAIGHT
 MJ1288'AHEAD FOR 0.6 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW MAIN
 MJ1288'ROAD TO A BRIDGE, 2.4 MILES.  TAKE LEFT FORK JUST BEFORE
 MJ1288'CROSSING BRIDGE AND GO 0.75 MILES TO MR. LINNS FARM HOME.
 MJ1288'THE STATION IS ON THE HILL WEST OF THE HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1229 ***********************************************************************
 MJ1229  DESIGNATION -  OMAHA ST JOSEPH CATH CH CROSS
 MJ1229  PID         -  MJ1229
 MJ1229  STATE/COUNTY-  NE/DOUGLAS
 MJ1229  COUNTRY     -  US
 MJ1229  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1229
 MJ1229                         *CURRENT SURVEY CONTROL
 MJ1229  ______________________________________________________________________
 MJ1229* NAD 83(1995) POSITION- 41 14 30.23302(N) 095 56 17.63246(W)   ADJUSTED
 MJ1229  ______________________________________________________________________
 MJ1229  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 MJ1229  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 MJ1229  HORZ ORDER      -  THIRD
 MJ1229
 MJ1229.The horizontal coordinates were established by classical geodetic methods
 MJ1229.and adjusted by the National Geodetic Survey in August 1997.
 MJ1229
 MJ1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1229.GEOID18 height accuracy estimate available here.
 MJ1229
 MJ1229.Click photographs - Photos may exist for this station.
 MJ1229
 MJ1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1229
 MJ1229. The following values were computed from the NAD 83(1995) position.
 MJ1229
 MJ1229;                    North         East     Units Scale Factor Converg.
 MJ1229;SPC NE       -   164,361.954   840,248.239   MT  0.99966916   +2 41 30.2
 MJ1229;SPC NE       -   539,244.18  2,756,714.43   sFT  0.99966916   +2 41 30.2
 MJ1229;UTM  15      - 4,569,756.012   253,780.967   MT  1.00034617   -1 56 16.7
 MJ1229;UTM  14      - 4,570,113.719   756,572.555   MT  1.00041025   +2 01 10.3
 MJ1229
 MJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5378069756(NAD 83)
 MJ1229
 MJ1229                          SUPERSEDED SURVEY CONTROL
 MJ1229
 MJ1229  NAD 83(1986)-  41 14 30.24181(N)    095 56 17.63217(W) AD(       ) 3
 MJ1229  NAD 27      -  41 14 30.24600(N)    095 56 16.58100(W) AD(       ) 3
 MJ1229
 MJ1229.Superseded values are not recommended for survey control.
 MJ1229
 MJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1229.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1229
 MJ1229_MARKER: 91 = CHURCH CROSS
 MJ1229
 MJ1229  HISTORY     - Date     Condition        Report By
 MJ1229  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1229  HISTORY     - 1961     GOOD             CGS
 MJ1229
 MJ1229                          STATION DESCRIPTION
 MJ1229
 MJ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1229'THE STATION WAS NOT PREVIOUSLY DESCRIBED.
 MJ1229'
 MJ1229'THE STATION IS THE CROSS ON THE WEST APEX OF THE ST. JOSEPHS
 MJ1229'CATHOLIC CHURCH BUILDING AT THE INTERSECTION OF CENTER STREET
 MJ1229'AND 17TH STREET IN TH SOUTH PART OF THE CITY OF OMAHA, NEBRASKA.
 MJ1229'
 MJ1229'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1278 ***********************************************************************
 MJ1278  DESIGNATION -  OMAHA STORTZ BREWING CO STK
 MJ1278  PID         -  MJ1278
 MJ1278  STATE/COUNTY-  NE/DOUGLAS
 MJ1278  COUNTRY     -  US
 MJ1278  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1278
 MJ1278                         *CURRENT SURVEY CONTROL
 MJ1278  ______________________________________________________________________
 MJ1278* NAD 83(1995) POSITION- 41 16 34.17535(N) 095 56 11.96547(W)   ADJUSTED
 MJ1278  ______________________________________________________________________
 MJ1278  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 MJ1278  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 MJ1278  HORZ ORDER      -  THIRD
 MJ1278
 MJ1278.The horizontal coordinates were established by classical geodetic methods
 MJ1278.and adjusted by the National Geodetic Survey in August 1997.
 MJ1278
 MJ1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1278.GEOID18 height accuracy estimate available here.
 MJ1278
 MJ1278.Click photographs - Photos may exist for this station.
 MJ1278
 MJ1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1278
 MJ1278. The following values were computed from the NAD 83(1995) position.
 MJ1278
 MJ1278;                    North         East     Units Scale Factor Converg.
 MJ1278;SPC NE       -   168,186.243   840,200.434   MT  0.99966659   +2 41 34.0
 MJ1278;SPC NE       -   551,791.03  2,756,557.59   sFT  0.99966659   +2 41 34.0
 MJ1278;UTM  15      - 4,573,574.265   254,042.218   MT  1.00034458   -1 56 17.7
 MJ1278;UTM  14      - 4,573,941.146   756,569.570   MT  1.00041022   +2 01 19.0
 MJ1278
 MJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5404273574(NAD 83)
 MJ1278
 MJ1278                          SUPERSEDED SURVEY CONTROL
 MJ1278
 MJ1278  NAD 83(1986)-  41 16 34.18387(N)    095 56 11.96562(W) AD(       ) 3
 MJ1278  NAD 27      -  41 16 34.19000(N)    095 56 10.92000(W) AD(       ) 3
 MJ1278
 MJ1278.Superseded values are not recommended for survey control.
 MJ1278
 MJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1278.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1278
 MJ1278_MARKER: 63 = STACK
 MJ1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1278+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 MJ1278
 MJ1278  HISTORY     - Date     Condition        Report By
 MJ1278  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1278  HISTORY     - 20120725 GOOD             GEOCAC
 MJ1278
 MJ1278                          STATION DESCRIPTION
 MJ1278
 MJ1278'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1237 ***********************************************************************
 MJ1237  DESIGNATION -  OMAHA SUNKIST FLOUR CO TK FP
 MJ1237  PID         -  MJ1237
 MJ1237  STATE/COUNTY-  NE/DOUGLAS
 MJ1237  COUNTRY     -  US
 MJ1237  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1237
 MJ1237                         *CURRENT SURVEY CONTROL
 MJ1237  ______________________________________________________________________
 MJ1237* NAD 83(1995) POSITION- 41 13 59.41980(N) 095 57 11.71634(W)   ADJUSTED
 MJ1237  ______________________________________________________________________
 MJ1237  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 MJ1237  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 MJ1237  HORZ ORDER      -  THIRD
 MJ1237
 MJ1237.The horizontal coordinates were established by classical geodetic methods
 MJ1237.and adjusted by the National Geodetic Survey in August 1997.
 MJ1237
 MJ1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1237.GEOID18 height accuracy estimate available here.
 MJ1237
 MJ1237.Click photographs - Photos may exist for this station.
 MJ1237
 MJ1237.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1237
 MJ1237. The following values were computed from the NAD 83(1995) position.
 MJ1237
 MJ1237;                    North         East     Units Scale Factor Converg.
 MJ1237;SPC NE       -   163,353.720   839,035.142   MT  0.99966986   +2 40 54.4
 MJ1237;SPC NE       -   535,936.33  2,752,734.46   sFT  0.99966986   +2 40 54.4
 MJ1237;UTM  15      - 4,568,848.362   252,489.573   MT  1.00035402   -1 56 51.2
 MJ1237;UTM  14      - 4,569,119.058   755,346.807   MT  1.00040253   +2 00 33.4
 MJ1237
 MJ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5248968848(NAD 83)
 MJ1237
 MJ1237                          SUPERSEDED SURVEY CONTROL
 MJ1237
 MJ1237  NAD 83(1986)-  41 13 59.42846(N)    095 57 11.71596(W) AD(       ) 3
 MJ1237  NAD 27      -  41 13 59.43400(N)    095 57 10.66200(W) AD(       ) 3
 MJ1237
 MJ1237.Superseded values are not recommended for survey control.
 MJ1237
 MJ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1237.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1237
 MJ1237_MARKER: 62 = FLAGPOLE
 MJ1237
 MJ1237  HISTORY     - Date     Condition        Report By
 MJ1237  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1237
 MJ1237                          STATION DESCRIPTION
 MJ1237
 MJ1237'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1264 ***********************************************************************
 MJ1264  DESIGNATION -  OMAHA TECH HIGH SCH CEN OF STK
 MJ1264  PID         -  MJ1264
 MJ1264  STATE/COUNTY-  NE/DOUGLAS
 MJ1264  COUNTRY     -  US
 MJ1264  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1264
 MJ1264                         *CURRENT SURVEY CONTROL
 MJ1264  ______________________________________________________________________
 MJ1264* NAD 83(1995) POSITION- 41 16 03.65177(N) 095 57 39.77250(W)   ADJUSTED
 MJ1264  ______________________________________________________________________
 MJ1264  GEOID HEIGHT    -        -27.553 (meters)                     GEOID18
 MJ1264  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 MJ1264  HORZ ORDER      -  THIRD
 MJ1264
 MJ1264.The horizontal coordinates were established by classical geodetic methods
 MJ1264.and adjusted by the National Geodetic Survey in August 1997.
 MJ1264
 MJ1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1264.GEOID18 height accuracy estimate available here.
 MJ1264
 MJ1264.Click photographs - Photos may exist for this station.
 MJ1264
 MJ1264.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1264
 MJ1264. The following values were computed from the NAD 83(1995) position.
 MJ1264
 MJ1264;                    North         East     Units Scale Factor Converg.
 MJ1264;SPC NE       -   167,150.252   838,203.777   MT  0.99966719   +2 40 35.8
 MJ1264;SPC NE       -   548,392.12  2,750,006.89   sFT  0.99966719   +2 40 35.8
 MJ1264;UTM  15      - 4,572,702.260   251,967.019   MT  1.00035720   -1 57 14.5
 MJ1264;UTM  14      - 4,572,927.861   754,559.438   MT  1.00039758   +2 00 19.8
 MJ1264
 MJ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5196772702(NAD 83)
 MJ1264
 MJ1264                          SUPERSEDED SURVEY CONTROL
 MJ1264
 MJ1264  NAD 83(1986)-  41 16 03.66015(N)    095 57 39.77252(W) AD(       ) 3
 MJ1264  NAD 27      -  41 16 03.67000(N)    095 57 38.72000(W) AD(       ) 3
 MJ1264
 MJ1264.Superseded values are not recommended for survey control.
 MJ1264
 MJ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1264.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1264
 MJ1264_MARKER: 63 = STACK
 MJ1264
 MJ1264  HISTORY     - Date     Condition        Report By
 MJ1264  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1264
 MJ1264                          STATION DESCRIPTION
 MJ1264
 MJ1264'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1277 ***********************************************************************
 MJ1277  DESIGNATION -  OMAHA US PO TOP OF DOME
 MJ1277  PID         -  MJ1277
 MJ1277  STATE/COUNTY-  NE/DOUGLAS
 MJ1277  COUNTRY     -  US
 MJ1277  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1277
 MJ1277                         *CURRENT SURVEY CONTROL
 MJ1277  ______________________________________________________________________
 MJ1277* NAD 83(1995) POSITION- 41 15 36.61263(N) 095 56 15.02367(W)   ADJUSTED
 MJ1277  ______________________________________________________________________
 MJ1277  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 MJ1277  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 MJ1277  HORZ ORDER      -  THIRD
 MJ1277
 MJ1277.The horizontal coordinates were established by classical geodetic methods
 MJ1277.and adjusted by the National Geodetic Survey in August 1997.
 MJ1277
 MJ1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1277.GEOID18 height accuracy estimate available here.
 MJ1277
 MJ1277.Click photographs - Photos may exist for this station.
 MJ1277
 MJ1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1277
 MJ1277. The following values were computed from the NAD 83(1995) position.
 MJ1277
 MJ1277;                    North         East     Units Scale Factor Converg.
 MJ1277;SPC NE       -   166,409.656   840,212.744   MT  0.99966774   +2 41 31.9
 MJ1277;SPC NE       -   545,962.35  2,756,597.98   sFT  0.99966774   +2 41 31.9
 MJ1277;UTM  15      - 4,571,801.281   253,910.970   MT  1.00034538   -1 56 17.5
 MJ1277;UTM  14      - 4,572,163.216   756,561.064   MT  1.00041017   +2 01 14.7
 MJ1277
 MJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5391071801(NAD 83)
 MJ1277
 MJ1277                          SUPERSEDED SURVEY CONTROL
 MJ1277
 MJ1277  NAD 83(1986)-  41 15 36.62133(N)    095 56 15.02361(W) AD(       ) 3
 MJ1277  NAD 27      -  41 15 36.62800(N)    095 56 13.97400(W) AD(       ) 3
 MJ1277
 MJ1277.Superseded values are not recommended for survey control.
 MJ1277
 MJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1277.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1277
 MJ1277_MARKER: 87 = DOME
 MJ1277
 MJ1277  HISTORY     - Date     Condition        Report By
 MJ1277  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1277  HISTORY     - 1945     GOOD             CGS
 MJ1277  HISTORY     - 1947     GOOD             CGS
 MJ1277  HISTORY     - 1959     GOOD             CGS
 MJ1277
 MJ1277                          STATION DESCRIPTION
 MJ1277
 MJ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1277'SPIRE ON TOP OF CLOCK TOWER IN CENTER OF CENTRAL POST OFFICE,
 MJ1277'OMAHA.  THE BUILDING OCCUPIES A CITY BLOCK BOUNDED BY SIXTEENTH
 MJ1277'AND SEVENTEENTH STREETS ON THE E AND W, AND BY CAPITOL AVENUE
 MJ1277'AND DODGE STREET ON THE N AND S.  CLOCK TOWER HAS SLATE ROOF
 MJ1277'AND SPIRE IS MADE OF COPPER WEATHERED GREEN.
 MJ1277
 MJ1277                          STATION RECOVERY (1947)
 MJ1277
 MJ1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1277'STATION IS LOCATED IN DOWNTOWN OMAHA AT THE CORNER OF DODGE
 MJ1277'ST. AND NORTH 16TH STREET.  THE LARGE BUILDING IS OF STONE,
 MJ1277'DARK GRAY IN COLOR WITH A BLACK ROOF TRIMMED IN GREEN AND THE
 MJ1277'TOP SURMOUNTED BY A GREEN DOME WITH A FLARE AT THE TOP AND A
 MJ1277'ROD EXTENDING OUT ITS TOP.  THIS WAS USED AS THE POINT OF
 MJ1277'INTERSECTION.  THE TOTAL HEIGHT OF THE CONSTRUCTION IS ABOUT
 MJ1277'250 FEET.
 MJ1277'
 MJ1277'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1277
 MJ1277                          STATION RECOVERY (1959)
 MJ1277
 MJ1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1277'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1262 ***********************************************************************
 MJ1262  DESIGNATION -  OMAHA WOW BLDG WOW SW RAD MAST
 MJ1262  PID         -  MJ1262
 MJ1262  STATE/COUNTY-  NE/DOUGLAS
 MJ1262  COUNTRY     -  US
 MJ1262  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1262
 MJ1262                         *CURRENT SURVEY CONTROL
 MJ1262  ______________________________________________________________________
 MJ1262* NAD 83(1995) POSITION- 41 15 25.63276(N) 095 56 03.50104(W)   ADJUSTED
 MJ1262  ______________________________________________________________________
 MJ1262  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 MJ1262  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 MJ1262  HORZ ORDER      -  THIRD
 MJ1262
 MJ1262.The horizontal coordinates were established by classical geodetic methods
 MJ1262.and adjusted by the National Geodetic Survey in August 1997.
 MJ1262
 MJ1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1262.GEOID18 height accuracy estimate available here.
 MJ1262
 MJ1262.Click photographs - Photos may exist for this station.
 MJ1262
 MJ1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1262
 MJ1262. The following values were computed from the NAD 83(1995) position.
 MJ1262
 MJ1262;                    North         East     Units Scale Factor Converg.
 MJ1262;SPC NE       -   166,084.016   840,496.509   MT  0.99966797   +2 41 39.6
 MJ1262;SPC NE       -   544,893.98  2,757,528.96   sFT  0.99966797   +2 41 39.6
 MJ1262;UTM  15      - 4,571,453.562   254,167.694   MT  1.00034382   -1 56 09.5
 MJ1262;UTM  14      - 4,571,834.029   756,841.200   MT  1.00041194   +2 01 21.9
 MJ1262
 MJ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5416771453(NAD 83)
 MJ1262
 MJ1262                          SUPERSEDED SURVEY CONTROL
 MJ1262
 MJ1262  NAD 83(1986)-  41 15 25.64154(N)    095 56 03.50097(W) AD(       ) 3
 MJ1262  NAD 27      -  41 15 25.64700(N)    095 56 02.45000(W) AD(       ) 3
 MJ1262
 MJ1262.Superseded values are not recommended for survey control.
 MJ1262
 MJ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1262.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1262
 MJ1262_MARKER: 42 = RADIO/TV MAST
 MJ1262
 MJ1262  HISTORY     - Date     Condition        Report By
 MJ1262  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1262
 MJ1262                          STATION DESCRIPTION
 MJ1262
 MJ1262'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1267 ***********************************************************************
 MJ1267  DESIGNATION -  OMAHA WOW BLDG WOW NE RAD MAST
 MJ1267  PID         -  MJ1267
 MJ1267  STATE/COUNTY-  NE/DOUGLAS
 MJ1267  COUNTRY     -  US
 MJ1267  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1267
 MJ1267                         *CURRENT SURVEY CONTROL
 MJ1267  ______________________________________________________________________
 MJ1267* NAD 83(1995) POSITION- 41 15 26.65786(N) 095 56 02.41713(W)   ADJUSTED
 MJ1267  ______________________________________________________________________
 MJ1267  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 MJ1267  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 MJ1267  HORZ ORDER      -  THIRD
 MJ1267
 MJ1267.The horizontal coordinates were established by classical geodetic methods
 MJ1267.and adjusted by the National Geodetic Survey in August 1997.
 MJ1267
 MJ1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1267.GEOID18 height accuracy estimate available here.
 MJ1267
 MJ1267.Click photographs - Photos may exist for this station.
 MJ1267
 MJ1267.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1267
 MJ1267. The following values were computed from the NAD 83(1995) position.
 MJ1267
 MJ1267;                    North         East     Units Scale Factor Converg.
 MJ1267;SPC NE       -   166,116.781   840,520.220   MT  0.99966795   +2 41 40.3
 MJ1267;SPC NE       -   545,001.47  2,757,606.76   sFT  0.99966795   +2 41 40.3
 MJ1267;UTM  15      - 4,571,484.326   254,193.990   MT  1.00034366   -1 56 08.8
 MJ1267;UTM  14      - 4,571,866.538   756,865.311   MT  1.00041210   +2 01 22.6
 MJ1267
 MJ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5419371484(NAD 83)
 MJ1267
 MJ1267                          SUPERSEDED SURVEY CONTROL
 MJ1267
 MJ1267  NAD 83(1986)-  41 15 26.66661(N)    095 56 02.41708(W) AD(       ) 3
 MJ1267  NAD 27      -  41 15 26.67100(N)    095 56 01.36900(W) AD(       ) 3
 MJ1267
 MJ1267.Superseded values are not recommended for survey control.
 MJ1267
 MJ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1267.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1267
 MJ1267_MARKER: 42 = RADIO/TV MAST
 MJ1267
 MJ1267  HISTORY     - Date     Condition        Report By
 MJ1267  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1267
 MJ1267                          STATION DESCRIPTION
 MJ1267
 MJ1267'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1259 ***********************************************************************
 MJ1259  DESIGNATION -  OMAHA ZION LUTHERAN CH CROSS
 MJ1259  PID         -  MJ1259
 MJ1259  STATE/COUNTY-  NE/DOUGLAS
 MJ1259  COUNTRY     -  US
 MJ1259  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1259
 MJ1259                         *CURRENT SURVEY CONTROL
 MJ1259  ______________________________________________________________________
 MJ1259* NAD 83(1995) POSITION- 41 16 16.69291(N) 095 57 58.63434(W)   ADJUSTED
 MJ1259  ______________________________________________________________________
 MJ1259  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 MJ1259  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 MJ1259  HORZ ORDER      -  THIRD
 MJ1259
 MJ1259.The horizontal coordinates were established by classical geodetic methods
 MJ1259.and adjusted by the National Geodetic Survey in August 1997.
 MJ1259
 MJ1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1259.GEOID18 height accuracy estimate available here.
 MJ1259
 MJ1259.Click photographs - Photos may exist for this station.
 MJ1259
 MJ1259.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1259
 MJ1259. The following values were computed from the NAD 83(1995) position.
 MJ1259
 MJ1259;                    North         East     Units Scale Factor Converg.
 MJ1259;SPC NE       -   167,531.514   837,746.615   MT  0.99966693   +2 40 23.3
 MJ1259;SPC NE       -   549,642.98  2,748,507.02   sFT  0.99966693   +2 40 23.3
 MJ1259;UTM  15      - 4,573,119.474   251,541.836   MT  1.00035980   -1 57 27.5
 MJ1259;UTM  14      - 4,573,314.733   754,106.442   MT  1.00039474   +2 00 07.9
 MJ1259
 MJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5154173119(NAD 83)
 MJ1259
 MJ1259                          SUPERSEDED SURVEY CONTROL
 MJ1259
 MJ1259  NAD 83(1986)-  41 16 16.70164(N)    095 57 58.63442(W) AD(       ) 3
 MJ1259  NAD 27      -  41 16 16.70700(N)    095 57 57.58100(W) AD(       ) 3
 MJ1259
 MJ1259.Superseded values are not recommended for survey control.
 MJ1259
 MJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1259.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1259
 MJ1259_MARKER: 91 = CHURCH CROSS
 MJ1259
 MJ1259  HISTORY     - Date     Condition        Report By
 MJ1259  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1259
 MJ1259                          STATION DESCRIPTION
 MJ1259
 MJ1259'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1960 ***********************************************************************
 MK1960  DESIGNATION -  OMAHA/SIOUX FALLS AMBER 4 BN 3
 MK1960  PID         -  MK1960
 MK1960  STATE/COUNTY-  NE/BURT
 MK1960  COUNTRY     -  US
 MK1960  USGS QUAD   -  TEKAMAH (2017)
 MK1960
 MK1960                         *CURRENT SURVEY CONTROL
 MK1960  ______________________________________________________________________
 MK1960* NAD 83(1995) POSITION- 41 49 18.67129(N) 096 07 44.67173(W)   ADJUSTED
 MK1960  ______________________________________________________________________
 MK1960  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 MK1960  LAPLACE CORR    -         -9.10  (seconds)                    DEFLEC18
 MK1960  HORZ ORDER      -  THIRD
 MK1960
 MK1960.The horizontal coordinates were established by classical geodetic methods
 MK1960.and adjusted by the National Geodetic Survey in August 1997.
 MK1960
 MK1960.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1960.GEOID18 height accuracy estimate available here.
 MK1960
 MK1960.Click photographs - Photos may exist for this station.
 MK1960
 MK1960.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1960
 MK1960. The following values were computed from the NAD 83(1995) position.
 MK1960
 MK1960;                    North         East     Units Scale Factor Converg.
 MK1960;SPC NE       -   227,973.036   821,389.690   MT  0.99967376   +2 33 54.9
 MK1960;SPC NE       -   747,941.54  2,694,842.67   sFT  0.99967376   +2 33 54.9
 MK1960;UTM  14      - 4,633,982.210   738,436.371   MT  1.00029964   +1 54 55.0
 MK1960
 MK1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3843633982(NAD 83)
 MK1960
 MK1960                          SUPERSEDED SURVEY CONTROL
 MK1960
 MK1960  NAD 83(1986)-  41 49 18.67461(N)    096 07 44.67095(W) AD(       ) 3
 MK1960  NAD 27      -  41 49 18.72200(N)    096 07 43.61600(W) AD(       ) 3
 MK1960
 MK1960.Superseded values are not recommended for survey control.
 MK1960
 MK1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1960.See file dsdata.pdf to determine how the superseded data were derived.
 MK1960
 MK1960_MARKER: 22 = AIRWAY BEACON
 MK1960
 MK1960  HISTORY     - Date     Condition        Report By
 MK1960  HISTORY     - 1948     FIRST OBSERVED   CGS
 MK1960
 MK1960                          STATION DESCRIPTION
 MK1960
 MK1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1960'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE VILLAGE OF
 MK1960'TEKAMAH AND 1 MILE WEST OF THE MISSOURI RIVER.  STATION IS
 MK1960'A STANDARD DIRECTIONAL AIRWAY BEACON WITH A REVOLVING WHITE
 MK1960'LIGHT AND CODE-FLASHING RED LIGHTS.  (CODE SIGNAL, ...-)
 MK1960'THE LIGHTS ARE MOUNTED ON A TOWER WHICH IS ABOUT 45 FEET IN
 MK1960'HEIGHT AND PAINTED WITH ALTERNATE BANDS OF RED AND WHITE.
 MK1960'
 MK1960'STATION WAS REACHED FROM THE COURT HOUSE IN TEKAMAH BY GOING
 MK1960'EAST AND NORTH ON THE MAIN TRAVELED ROAD FOR 5.2 MILES TO A
 MK1960'CROSS ROADS.  CONTINUE NORTH FOR 2.9 MILES TO A T-INTERSECTION,
 MK1960'THENCE EAST OR RIGHT FOR 0.1 MILE TO THE STATION ON THE LEFT,
 MK1960'ABOUT 50 FEET NORTH OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0828 ***********************************************************************
 NN0828  SACS        -  This is a Secondary Airport Control Station.
 NN0828  DESIGNATION -  ONEILLPORT
 NN0828  PID         -  NN0828
 NN0828  STATE/COUNTY-  NE/HOLT
 NN0828  COUNTRY     -  US
 NN0828  USGS QUAD   -  O'NEILL (2017)
 NN0828
 NN0828                         *CURRENT SURVEY CONTROL
 NN0828  ______________________________________________________________________
 NN0828* NAD 83(2011) POSITION- 42 28 01.29161(N) 098 41 06.05572(W)   ADJUSTED
 NN0828* NAD 83(2011) ELLIP HT-   594.078 (meters)        (06/27/12)   ADJUSTED
 NN0828* NAD 83(2011) EPOCH   -  2010.00
 NN0828* NAVD 88 ORTHO HEIGHT -   618.38  (meters)     2028.8   (feet) GPS OBS
 NN0828  ______________________________________________________________________
 NN0828  NAVD 88 orthometric height was determined with an earlier geoid model
 NN0828  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 NN0828  NAD 83(2011) X  -   -711,608.664 (meters)                     COMP
 NN0828  NAD 83(2011) Y  - -4,658,531.450 (meters)                     COMP
 NN0828  NAD 83(2011) Z  -  4,284,414.545 (meters)                     COMP
 NN0828  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 NN0828
 NN0828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0828  Standards:
 NN0828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0828  -------------------------------------------------------------------
 NN0828  NETWORK    0.63   1.25           0.29   0.21   0.64     -0.05168588
 NN0828  -------------------------------------------------------------------
 NN0828  Click here for local accuracies and other accuracy information.
 NN0828
 NN0828.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 NN0828
 NN0828.The horizontal coordinates were established by GPS observations
 NN0828.and adjusted by the National Geodetic Survey in June 2012.
 NN0828
 NN0828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0828.been affixed to the stable North American tectonic plate. See 
 NN0828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0828
 NN0828.The horizontal coordinates are valid at the epoch date displayed above
 NN0828.which is a decimal equivalence of Year/Month/Day.
 NN0828
 NN0828.The orthometric height was determined by GPS observations and a
 NN0828.high-resolution geoid model.
 NN0828
 NN0828.GPS derived orthometric heights for airport stations designated as
 NN0828.PACS or SACS are published to 2 decimal places.  This maintains
 NN0828.centimeter relative accuracy between the PACS and SACS.  It does
 NN0828.not indicate centimeter accuracy relative to other marks which are
 NN0828.part of the published vertical control network.
 NN0828
 NN0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0828.GEOID18 height accuracy estimate available here.
 NN0828
 NN0828.Click photographs - Photos may exist for this station.
 NN0828
 NN0828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0828
 NN0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0828
 NN0828.The ellipsoidal height was determined by GPS observations
 NN0828.and is referenced to NAD 83.
 NN0828
 NN0828. The following values were computed from the NAD 83(2011) position.
 NN0828
 NN0828;                    North         East     Units Scale Factor Converg.
 NN0828;SPC NE       -   293,243.024   608,121.347   MT  0.99979945   +0 52 17.2
 NN0828;SPC NE       -   962,081.49  1,995,144.79   sFT  0.99979945   +0 52 17.2
 NN0828;UTM  14      - 4,701,679.700   525,894.666   MT  0.99960825   +0 12 45.6
 NN0828
 NN0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0828!SPC NE       -   0.99990684  x   0.99979945  =   0.99970631
 NN0828!UTM  14      -   0.99990684  x   0.99960825  =   0.99951512
 NN0828
 NN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2589401679(NAD 83)
 NN0828
 NN0828|---------------------------------------------------------------------|
 NN0828| PID    Reference Object                     Distance      Geod. Az  |
 NN0828|                                                           dddmmss.s |
 NN0828| NN0831 ONEILLPORT AZ MK                    386.889 METERS 32447     |
 NN0828|---------------------------------------------------------------------|
 NN0828
 NN0828                          SUPERSEDED SURVEY CONTROL
 NN0828
 NN0828  NAD 83(2007)-  42 28 01.29156(N)    098 41 06.05649(W) AD(2002.00) 0
 NN0828  ELLIP H (02/10/07)  594.106  (m)                       GP(2002.00)    
 NN0828  ELLIP H (12/11/01)  594.088  (m)                       GP(       ) 5 2
 NN0828  NAD 83(1995)-  42 28 01.29136(N)    098 41 06.05625(W) AD(       ) 1
 NN0828  ELLIP H (09/22/97)  594.126  (m)                       GP(       ) 5 2
 NN0828  NAD 83(1995)-  42 28 01.29097(N)    098 41 06.06285(W) AD(       ) 1
 NN0828  ELLIP H (08/18/97)  594.107  (m)                       GP(       ) 4 1
 NN0828  NAD 83(1986)-  42 28 01.29661(N)    098 41 06.07265(W) AD(       ) 1
 NN0828  NGVD 29 (02/23/90)  618.26   (m)  RAPSU86  model used  GPS OBS        
 NN0828
 NN0828.Superseded values are not recommended for survey control.
 NN0828
 NN0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0828.See file dsdata.pdf to determine how the superseded data were derived.
 NN0828
 NN0828_MARKER: I = METAL ROD
 NN0828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0828_STAMPING: ONEILLPORT 1989
 NN0828_MARK LOGO: NGS
 NN0828_PROJECTION: FLUSH
 NN0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0828+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2012
 NN0828_ROD/PIPE-DEPTH: 10.4 meters
 NN0828_SLEEVE-DEPTH  : 1.0 meters
 NN0828
 NN0828  HISTORY     - Date     Condition        Report By
 NN0828  HISTORY     - 1989     MONUMENTED       NGS
 NN0828  HISTORY     - 19950630 GOOD             NGS
 NN0828  HISTORY     - 19970630 GOOD             NGS
 NN0828  HISTORY     - 20121102 GOOD             GCT
 NN0828
 NN0828                          STATION DESCRIPTION
 NN0828
 NN0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0828'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-NORTHWEST OF
 NN0828'ONEILL, 0.88 KM (0.55 MI) NORTH OF US HIGHWAY 20, AT THE ONEILL
 NN0828'MUNICIPAL AIRPORT, AT THE JUNCTION OF A TAXIWAY AND RUNWAY 13-31.
 NN0828'OWNERSHIP--ONEILL AIRPORT AUTHORITY, ONEILL, NEBRASKA 68763.  AIRPORT
 NN0828'MANAGER IS TODD MITCHELL, TELPHONE 402-336-4616 OR 775-2528.
 NN0828'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 281 NORTH
 NN0828'ON THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 2.4 KM
 NN0828'(1.50 MI) TO JOHN BAKER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 NN0828'JOHN BAKER ROAD FOR 0.88 KM (0.55 MI) TO A DIRT LANE, BEFORE REACHING
 NN0828'THE AIRPORT OFFICE AT THE ROAD END.  TURN LEFT ON THE DIRT LANE AND
 NN0828'GO WEST THEN NORTH OF THE OFFICE BULIDING, CROSSING AN APRON TO THE
 NN0828'JUNCTION OF A TAXIWAY AND RUNWAY 13-31, AND THE STATION ON THE RIGHT.
 NN0828'THE STATION MARK IS SET 21.7 M (71.2 FT) SOUTHWEST OF THE RUNWAY
 NN0828'CENTERLINE, 16.6 M (54.5 FT) SOUTHEAST OF THE TAXIWAY APPROACH
 NN0828'CENTERLINE AND 7.8 M (25.6 FT) WEST-SOUTHWEST OF A PURPLE TAXIWAY
 NN0828'LIGHT.
 NN0828'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0828'DESCRIBED BY R.D.BALL.
 NN0828
 NN0828                          STATION RECOVERY (1995)
 NN0828
 NN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0828'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EMMET,
 NN0828'2.0 MI (3.2 KM) WEST-NORTHWEST OF ONEILL, AT THE ONEILL MUNICIPAL/JOHN
 NN0828'BAKER FIELD AND NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND THE
 NN0828'RUNWAY NORTHEAST OF THE AIRPORT OFFICE. OWNERSHIP--ONEILL AIRPORT
 NN0828'AUTHORITY, PO BOX 31, ONEILL NE 68763. AIRPORT MANAGER IS PERRY
 NN0828'KITCHENS, PHONE (402) 336-3377.  TO REACH THE STATION FROM THE
 NN0828'JUNCTION OF US HIGHWAYS 20 AND 281 NORTH ON THE WEST SIDE OF ONEILL,
 NN0828'GO WEST ON US HIGHWAY 20 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT,
 NN0828'TURN RIGHT AND GO NORTH ON JOHN BAKER ROAD FOR 0.5 MI (0.8 KM) TO AN
 NN0828'INTERSECTION AND A FORK LEFT, BEAR LEFT ON THE GRAVEL ROAD THEN PAVED
 NN0828'LANE FOR 0.1 MI (0.2 KM) TO THE MAIN APRON, TURN RIGHT AND GO
 NN0828'NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 NN0828'KM) TO THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 112.8
 NN0828'FT (34.4 M) NORTH-NORTHWEST OF THE NORTH CORNER OF A CONCRETE PAD FOR
 NN0828'A PLASI LIGHT BOX, 89.3 FT (27.2 M) NORTHEAST OF THE SOUTHEAST END OF
 NN0828'A CULVERT UNDER THE CONNECTOR TAXIWAY, 71.2 FT (21.7 M) SOUTHWEST OF
 NN0828'THE RUNWAY CENTER, 54.5 FT (16.6 M) SOUTHEAST OF THE CONNECTOR TAXIWAY
 NN0828'CENTER AND 25.6 FT (7.8 M) WEST-SOUTHWEST OF A TAXIWAY LIGHT.  THIS
 NN0828'STATION TO BE USED AS SACS.
 NN0828
 NN0828                          STATION RECOVERY (1997)
 NN0828
 NN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NN0828'RECOVERED AS DESCRIBED.
 NN0828
 NN0828                          STATION RECOVERY (2012)
 NN0828
 NN0828'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0828'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0831 ***********************************************************************
 NN0831  SACS        -  This is a Secondary Airport Control Station.
 NN0831  DESIGNATION -  ONEILLPORT AZ MK
 NN0831  PID         -  NN0831
 NN0831  STATE/COUNTY-  NE/HOLT
 NN0831  COUNTRY     -  US
 NN0831  USGS QUAD   -  O'NEILL (2017)
 NN0831
 NN0831                         *CURRENT SURVEY CONTROL
 NN0831  ______________________________________________________________________
 NN0831* NAD 83(2011) POSITION- 42 28 11.53508(N) 098 41 15.82238(W)   ADJUSTED
 NN0831* NAD 83(2011) ELLIP HT-   593.707 (meters)        (06/27/12)   ADJUSTED
 NN0831* NAD 83(2011) EPOCH   -  2010.00
 NN0831* NAVD 88 ORTHO HEIGHT -   618.02  (meters)     2027.6   (feet) GPS OBS
 NN0831  ______________________________________________________________________
 NN0831  NAVD 88 orthometric height was determined with an earlier geoid model
 NN0831  GEOID HEIGHT    -        -24.373 (meters)                     GEOID18
 NN0831  NAD 83(2011) X  -   -711,796.965 (meters)                     COMP
 NN0831  NAD 83(2011) Y  - -4,658,286.500 (meters)                     COMP
 NN0831  NAD 83(2011) Z  -  4,284,647.468 (meters)                     COMP
 NN0831  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 NN0831
 NN0831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0831  Standards:
 NN0831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0831  -------------------------------------------------------------------
 NN0831  NETWORK    0.68   1.29           0.31   0.24   0.66     -0.06541472
 NN0831  -------------------------------------------------------------------
 NN0831  Click here for local accuracies and other accuracy information.
 NN0831
 NN0831.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 NN0831
 NN0831.The horizontal coordinates were established by GPS observations
 NN0831.and adjusted by the National Geodetic Survey in June 2012.
 NN0831
 NN0831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0831.been affixed to the stable North American tectonic plate. See 
 NN0831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0831
 NN0831.The horizontal coordinates are valid at the epoch date displayed above
 NN0831.which is a decimal equivalence of Year/Month/Day.
 NN0831
 NN0831.The orthometric height was determined by GPS observations and a
 NN0831.high-resolution geoid model.
 NN0831
 NN0831.GPS derived orthometric heights for airport stations designated as
 NN0831.PACS or SACS are published to 2 decimal places.  This maintains
 NN0831.centimeter relative accuracy between the PACS and SACS.  It does
 NN0831.not indicate centimeter accuracy relative to other marks which are
 NN0831.part of the published vertical control network.
 NN0831
 NN0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0831.GEOID18 height accuracy estimate available here.
 NN0831
 NN0831.Click photographs - Photos may exist for this station.
 NN0831
 NN0831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0831
 NN0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0831
 NN0831.The ellipsoidal height was determined by GPS observations
 NN0831.and is referenced to NAD 83.
 NN0831
 NN0831. The following values were computed from the NAD 83(2011) position.
 NN0831
 NN0831;                    North         East     Units Scale Factor Converg.
 NN0831;SPC NE       -   293,555.610   607,893.502   MT  0.99980029   +0 52 10.7
 NN0831;SPC NE       -   963,107.03  1,994,397.26   sFT  0.99980029   +0 52 10.7
 NN0831;UTM  14      - 4,701,994.825   525,670.473   MT  0.99960811   +0 12 39.1
 NN0831
 NN0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0831!SPC NE       -   0.99990690  x   0.99980029  =   0.99970720
 NN0831!UTM  14      -   0.99990690  x   0.99960811  =   0.99951504
 NN0831
 NN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2567001994(NAD 83)
 NN0831
 NN0831|---------------------------------------------------------------------|
 NN0831| PID    Reference Object                     Distance      Geod. Az  |
 NN0831|                                                           dddmmss.s |
 NN0831| NN0828 ONEILLPORT                          386.889 METERS 14447     |
 NN0831|---------------------------------------------------------------------|
 NN0831
 NN0831                          SUPERSEDED SURVEY CONTROL
 NN0831
 NN0831  NAD 83(2007)-  42 28 11.53503(N)    098 41 15.82315(W) AD(2002.00) 0
 NN0831  ELLIP H (02/10/07)  593.735  (m)                       GP(2002.00)    
 NN0831  ELLIP H (12/11/01)  593.717  (m)                       GP(       ) 5 2
 NN0831  NAD 83(1995)-  42 28 11.53483(N)    098 41 15.82290(W) AD(       ) 1
 NN0831  ELLIP H (09/22/97)  593.755  (m)                       GP(       ) 5 2
 NN0831  NAD 83(1995)-  42 28 11.53441(N)    098 41 15.82966(W) AD(       ) 3
 NN0831  ELLIP H (08/18/97)  593.739  (m)                       GP(       ) 4 1
 NN0831  NAD 83(1986)-  42 28 11.54007(N)    098 41 15.83942(W) AD(       ) 3
 NN0831  NGVD 29 (02/23/90)  617.90   (m)  RAPSU86  model used  GPS OBS        
 NN0831
 NN0831.Superseded values are not recommended for survey control.
 NN0831
 NN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0831.See file dsdata.pdf to determine how the superseded data were derived.
 NN0831
 NN0831_MARKER: F = FLANGE-ENCASED ROD
 NN0831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0831_STAMPING: ONEILLPORT AZ MK 1989
 NN0831_MARK LOGO: NGS
 NN0831_PROJECTION: RECESSED 6 CENTIMETERS
 NN0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0831+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2021
 NN0831_ROD/PIPE-DEPTH: 10.3 meters
 NN0831_SLEEVE-DEPTH  : 1.0 meters
 NN0831
 NN0831  HISTORY     - Date     Condition        Report By
 NN0831  HISTORY     - 1989     MONUMENTED       NGS
 NN0831  HISTORY     - 19950630 GOOD             NGS
 NN0831  HISTORY     - 19970630 GOOD             NGS
 NN0831  HISTORY     - 20211105 GOOD             NEGS
 NN0831
 NN0831                          STATION DESCRIPTION
 NN0831
 NN0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0831'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-NORTHWEST OF
 NN0831'ONEILL, 0.88 KM (0.55 MI) NORTH OF US HIGHWAY 20, AT THE ONEILL
 NN0831'MUNICIPAL AIRPORT, AT THE JUNCTION OF A PAVED ROAD LEADING TO THE VOR
 NN0831'AND RUNWAY 13-31.  OWNERSHIP--ONEILL AIRPORT AUTHORITY, ONEILL,
 NN0831'NEBRASKA 68763.  AIRPORT MANAGER IS TODD MITCHELL, TELPHONE
 NN0831'402-336-4616 OR 775-2528.
 NN0831'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 281 NORTH
 NN0831'ON THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 2.4 KM
 NN0831'(1.50 MI) TO JOHN BAKER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 NN0831'JOHN BAKER ROAD FOR 0.88 KM (0.55 MI) TO A DIRT LANE, BEFORE REACHING
 NN0831'THE AIRPORT OFFICE AT THE ROAD END.  TURN LEFT ON THE DIRT LANE AND
 NN0831'GO WEST THEN NORTH OF THE OFFICE BULIDING, CROSSING AN APRON TO A
 NN0831'TAXIWAY APPROACH TO RUNWAY 13-31.  CROSS THE RUNWAY, THEN TURN LEFT
 NN0831'AND GO FOR 0.40 KM (0.25 MI) TO THE STATION AT THE JUNCTION OF A PAVED
 NN0831'ROAD LEADING TO THE VOR AND RUNWAY 13-31.
 NN0831'THE STATION MARK IS SET 22.8 M (74.8 FT) NORTH OF A RUNWAY LIGHT, 16.5
 NN0831'M (54.1 FT) NORTHEAST OF THE RUNWAY CENTERLINE AND 8.6 M (28.2 FT)
 NN0831'SOUTHEAST OF THE APPROXIMATE CENTER OF THE ROAD.
 NN0831'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0831'DESCRIBED BY R.D.BALL.
 NN0831
 NN0831                          STATION RECOVERY (1995)
 NN0831
 NN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0831'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EMMET,
 NN0831'2.0 MI (3.2 KM) WEST-NORTHWEST OF ONEILL, AT THE ONEILL MUNICIPAL/JOHN
 NN0831'BAKER FIELD AND NEAR THE JUNCTION OF A PAVED ROAD LEADING TO A VOR AND
 NN0831'RUNWAY.  OWNERSHIP--ONEILL AIRPORT AUTHORITY, PO BOX 31, ONEILL NE
 NN0831'68763.  AIRPORT MANAGER IS PERRY KITCHENS, PHONE (402) 336-3377.  TO
 NN0831'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 281 NORTH ON
 NN0831'THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 1.5 MI (2.4 KM)
 NN0831'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH ON JOHN BAKER ROAD FOR
 NN0831'0.5 MI (0.8 KM) TO AN INTERSECTION AND A FORK LEFT, BEAR LEFT ON THE
 NN0831'GRAVEL ROAD THEN PAVED LANE FOR 0.1 MI (0.2 KM) TO THE MAIN APRON,
 NN0831'TURN RIGHT AND GO NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR
 NN0831'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO NORTHWEST
 NN0831'ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.  THE
 NN0831'STATION IS 74.8 FT (22.8 M) NORTH OF A RUNWAY LIGHT, 61.5 FT (18.7 M)
 NN0831'NORTHEAST OF THE RUNWAY CENTER AND 27.0 FT (8.2 M) SOUTHEAST OF THE
 NN0831'PAVED ROAD CENTER.  THIS STATION TO BE USED AS SACS.
 NN0831
 NN0831                          STATION RECOVERY (1997)
 NN0831
 NN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NN0831'RECOVERED AS DESCRIBED.
 NN0831
 NN0831                          STATION RECOVERY (2021)
 NN0831
 NN0831'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (AP)
 NN0831'THE MARK IS LOCATED AT THE O'NEILL MUNICIPAL AIRPORT APPROXIMATELY 2.0
 NN0831'MI (3.2 KM) WEST OF O NEILL, NE. FROM THE INTERSECTION OF THE TWO
 NN0831'RUNWAYS, GO NORTHWEST ON RUNWAY (13 AND 31) APPROXIMATELY 400 TO THE
 NN0831'MARK ON THE RIGHT (NE).  THE MARK IS 61.5 FT (18.7 M) NORTHEAST OF THE
 NN0831'CENTERLINE OF THE MAIN RUNWAY (13 AND 31), 27.0 FT (8.2 M) SOUTHEAST
 NN0831'OF THE CENTERLINE OF PAVED ROAD HEADING NE TO A BUILDING WITH A
 NN0831'CIRCULAR ROOF, 32.5 FT (9.9 M) NORTH OF RUNWAY LIGHT AND APPROXIMATELY
 NN0831'400 FT (121.9 M) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST TO
 NN0831'NORTHEAST RUNWAY (4 AND 22).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4102 ***********************************************************************
 AB4102  FBN         -  This is a Federal Base Network Control Station.
 AB4102  PACS        -  This is a Primary Airport Control Station.
 AB4102  DESIGNATION -  ONL A
 AB4102  PID         -  AB4102
 AB4102  STATE/COUNTY-  NE/HOLT
 AB4102  COUNTRY     -  US
 AB4102  USGS QUAD   -  O'NEILL (2017)
 AB4102
 AB4102                         *CURRENT SURVEY CONTROL
 AB4102  ______________________________________________________________________
 AB4102* NAD 83(2011) POSITION- 42 28 27.38269(N) 098 41 37.82584(W)   ADJUSTED
 AB4102* NAD 83(2011) ELLIP HT-   594.054 (meters)        (06/27/12)   ADJUSTED
 AB4102* NAD 83(2011) EPOCH   -  2010.00
 AB4102* NAVD 88 ORTHO HEIGHT -   618.37  (meters)     2028.8   (feet) GPS OBS
 AB4102  ______________________________________________________________________
 AB4102  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4102  GEOID HEIGHT    -        -24.002 (meters)                     GEOID93
 AB4102  GEOID HEIGHT    -        -24.379 (meters)                     GEOID18
 AB4102  NAD 83(2011) X  -   -712,244.012 (meters)                     COMP
 AB4102  NAD 83(2011) Y  - -4,657,884.372 (meters)                     COMP
 AB4102  NAD 83(2011) Z  -  4,285,008.424 (meters)                     COMP
 AB4102  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 AB4102
 AB4102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4102  Standards:
 AB4102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4102  -------------------------------------------------------------------
 AB4102  NETWORK    0.50   1.18           0.23   0.17   0.60     -0.02584713
 AB4102  -------------------------------------------------------------------
 AB4102  Click here for local accuracies and other accuracy information.
 AB4102
 AB4102.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 AB4102
 AB4102.The horizontal coordinates were established by GPS observations
 AB4102.and adjusted by the National Geodetic Survey in June 2012.
 AB4102
 AB4102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4102.been affixed to the stable North American tectonic plate. See 
 AB4102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4102
 AB4102.The horizontal coordinates are valid at the epoch date displayed above
 AB4102.which is a decimal equivalence of Year/Month/Day.
 AB4102
 AB4102.The orthometric height was determined by GPS observations and a
 AB4102.high-resolution geoid model.
 AB4102
 AB4102.GPS derived orthometric heights for airport stations designated as
 AB4102.PACS or SACS are published to 2 decimal places.  This maintains
 AB4102.centimeter relative accuracy between the PACS and SACS.  It does
 AB4102.not indicate centimeter accuracy relative to other marks which are
 AB4102.part of the published vertical control network.
 AB4102
 AB4102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4102.GEOID18 height accuracy estimate available here.
 AB4102
 AB4102.Click photographs - Photos may exist for this station.
 AB4102
 AB4102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4102
 AB4102.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4102
 AB4102.The ellipsoidal height was determined by GPS observations
 AB4102.and is referenced to NAD 83.
 AB4102
 AB4102. The following values were computed from the NAD 83(2011) position.
 AB4102
 AB4102;                    North         East     Units Scale Factor Converg.
 AB4102;SPC NE       -   294,036.845   607,383.626   MT  0.99980159   +0 51 56.1
 AB4102;SPC NE       -   964,685.88  1,992,724.45   sFT  0.99980159   +0 51 56.1
 AB4102;UTM  14      - 4,702,481.797   525,166.262   MT  0.99960779   +0 12 24.3
 AB4102
 AB4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4102!SPC NE       -   0.99990684  x   0.99980159  =   0.99970845
 AB4102!UTM  14      -   0.99990684  x   0.99960779  =   0.99951467
 AB4102
 AB4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2516602481(NAD 83)
 AB4102
 AB4102                          SUPERSEDED SURVEY CONTROL
 AB4102
 AB4102  NAD 83(2007)-  42 28 27.38265(N)    098 41 37.82661(W) AD(2002.00) 0
 AB4102  ELLIP H (02/10/07)  594.082  (m)                       GP(2002.00)    
 AB4102  ELLIP H (07/10/01)  594.064  (m)                       GP(       ) 4 1
 AB4102  NAD 83(1995)-  42 28 27.38244(N)    098 41 37.82636(W) AD(       ) B
 AB4102  ELLIP H (06/25/96)  594.102  (m)                       GP(       ) 1 1
 AB4102
 AB4102.Superseded values are not recommended for survey control.
 AB4102
 AB4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4102.See file dsdata.pdf to determine how the superseded data were derived.
 AB4102
 AB4102_MARKER: F = FLANGE-ENCASED ROD
 AB4102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4102_STAMPING: ONL A 1995
 AB4102_MARK LOGO: NGS
 AB4102_PROJECTION: FLUSH
 AB4102_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4102+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2018
 AB4102_ROD/PIPE-DEPTH: 6.85 meters
 AB4102_SLEEVE-DEPTH  : 1 meters
 AB4102
 AB4102  HISTORY     - Date     Condition        Report By
 AB4102  HISTORY     - 1995     MONUMENTED       NGS
 AB4102  HISTORY     - 19970630 GOOD             NGS
 AB4102  HISTORY     - 20000510 GOOD             NGS
 AB4102  HISTORY     - 20100809 GOOD             JEOCON
 AB4102  HISTORY     - 20171219 GOOD             NEGS
 AB4102  HISTORY     - 20181126 GOOD             NEGS
 AB4102
 AB4102                          STATION DESCRIPTION
 AB4102
 AB4102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4102'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EMMET,
 AB4102'2.0 MI (3.2 KM) WEST-NORTHWEST OF ONEILL, AT THE ONEILL MUNICIPAL/JOHN
 AB4102'BAKER FIELD AND NEAR THE APPROACH END OF RUNWAY 13. OWNERSHIP--ONEILL
 AB4102'AIRPORT AUTHORITY, PO BOX 31, ONEILL NE 68763. AIRPORT MANAGER IS
 AB4102'PERRY KITCHENS, PHONE (402) 336-3377.  TO REACH THE STATION FROM THE
 AB4102'JUNCTION OF U.S. HIGHWAYS 20 AND 281 NORTH ON THE WEST SIDE OF ONEILL,
 AB4102'GO WEST ON U.S. HIGHWAY 20 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT,
 AB4102'TURN RIGHT AND GO NORTH ON JOHN BAKER ROAD FOR 0.5 MI (0.8 KM) TO AN
 AB4102'INTERSECTION AND A FORK LEFT, BEAR LEFT ON THE GRAVEL ROAD THEN PAVED
 AB4102'LANE FOR 0.1 MI (0.2 KM) TO THE MAIN APRON, TURN RIGHT AND GO
 AB4102'NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 AB4102'KM) TO THE RUNWAY, TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.7 MI
 AB4102'(1.1 KM) TO THE END OF THE PAVEMENT AND THE STATION ON THE LEFT.  THE
 AB4102'STATION IS 124.0 FT (37.8 M) SOUTHWEST OF THE EXTENDED CENTER OF
 AB4102'RUNWAY, 78.2 FT (23.8 M) WEST-SOUTHWEST OF THE MOST SOUTHWESTERLY
 AB4102'THRESHOLD LIGHT, 48.5 FT (14.8 M) NORTH-NORTHEAST OF THE WEST CORNER
 AB4102'OF THE TURNAROUND PAVEMENT, 18.6 FT (5.7 M) NORTHWEST OF THE NORTHWEST
 AB4102'EDGE OF THE TURNAROUND PAVEMENT AND 15.8 FT (4.8 M) WEST OF THE WEST
 AB4102'CORNER OF A CONCRETE PAD FOR A REIL.  NOTE--THIS STATION WAS USED AS
 AB4102'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4102
 AB4102                          STATION RECOVERY (1997)
 AB4102
 AB4102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4102'RECOVERED AS DESCRIBED.
 AB4102
 AB4102                          STATION RECOVERY (2000)
 AB4102
 AB4102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4102'RECOVERED AS DESCRIBED.  NEW AIRPORT MANAGER IS OWEN GRIMM SAME PHONE
 AB4102'NUMBER.
 AB4102
 AB4102                          STATION RECOVERY (2010)
 AB4102
 AB4102'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 AB4102'RECOVERED IN GOOD CONDITION.
 AB4102
 AB4102                          STATION RECOVERY (2017)
 AB4102
 AB4102'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 AB4102'RECOVERED AS DESCRIBED.  THE NEW AIRPORT MANAGER IS JAKE DVORAK PHONE
 AB4102'402-340-2156.
 AB4102
 AB4102                          STATION RECOVERY (2018)
 AB4102
 AB4102'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AB4102'THE TIES ARE ADEQUATE TO LOCATE THE MARK BUT THE FOLLOWING 'TO REACH'
 AB4102'ALLOWS YOU TO AVOID DRIVING DOWN THE RUNWAY.
 AB4102'
 AB4102'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY
 AB4102'281, GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 2.0 MI (3.2 KM) TO
 AB4102'COUNTY ROAD 490 TRUNK HIGHWAY AVENUE.  TURN RIGHT (NORTH) ON 490 TRUNK
 AB4102'HIGHWAY AVENUE AND GO APPROXIMATELY 0.96 MI (1.54 KM) TO A DRIVE ON
 AB4102'THE RIGHT (EAST).  TURN ONTO DRIVE AND GO APPROXIMATELY 0.1 MI (0.2
 AB4102'KM) TO A Y IN THE ROAD.  BEAR LEFT AND DRIVE 200 FT (61.0 M) TO THE
 AB4102'SOUTHWEST CORNER OF A TURN AROUND-PARKING RAMP.  DRIVE NORTHEASTERLY
 AB4102'APPROXIMATELY 0.05 MI (0.08 KM) ACROSS THE RAMP, ONTO THE TAXIWAY AND
 AB4102'TO THE POINT ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1058 ***********************************************************************
 ML1058  DESIGNATION -  ONO
 ML1058  PID         -  ML1058
 ML1058  STATE/COUNTY-  NE/WHEELER
 ML1058  COUNTRY     -  US
 ML1058  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML1058
 ML1058                         *CURRENT SURVEY CONTROL
 ML1058  ______________________________________________________________________
 ML1058* NAD 83(1995) POSITION- 41 49 28.32957(N) 098 26 11.07838(W)   ADJUSTED
 ML1058* NAVD 88 ORTHO HEIGHT -   693.9   (meters)     2277.    (feet) VERTCON
 ML1058  ______________________________________________________________________
 ML1058  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 ML1058  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 ML1058  HORZ ORDER      -  FIRST
 ML1058
 ML1058.The horizontal coordinates were established by classical geodetic methods
 ML1058.and adjusted by the National Geodetic Survey in August 1997.
 ML1058
 ML1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1058
 ML1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1058.GEOID18 height accuracy estimate available here.
 ML1058
 ML1058.Click photographs - Photos may exist for this station.
 ML1058
 ML1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1058
 ML1058. The following values were computed from the NAD 83(1995) position.
 ML1058
 ML1058;                    North         East     Units Scale Factor Converg.
 ML1058;SPC NE       -   222,249.278   629,850.418   MT  0.99967402   +1 02 10.3
 ML1058;SPC NE       -   729,162.84  2,066,434.25   sFT  0.99967402   +1 02 10.3
 ML1058;UTM  14      - 4,630,448.461   546,803.219   MT  0.99962695   +0 22 33.0
 ML1058
 ML1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1058!SPC NE       -   0.99989498  x   0.99967402  =   0.99956904
 ML1058!UTM  14      -   0.99989498  x   0.99962695  =   0.99952197
 ML1058
 ML1058:                Primary Azimuth Mark                     Grid Az
 ML1058:SPC NE       -  STA 43                                   199 02 19.7
 ML1058:UTM  14      -  STA 43                                   199 41 57.0
 ML1058
 ML1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4680330448(NAD 83)
 ML1058
 ML1058|---------------------------------------------------------------------|
 ML1058| PID    Reference Object                     Distance      Geod. Az  |
 ML1058|                                                           dddmmss.s |
 ML1058| ML1060 STA 43                              APPROX. 5.3 KM 2000430.0 |
 ML1058|---------------------------------------------------------------------|
 ML1058
 ML1058                          SUPERSEDED SURVEY CONTROL
 ML1058
 ML1058  NAD 83(1986)-  41 49 28.33450(N)    098 26 11.08491(W) AD(       ) 1
 ML1058  NAD 27      -  41 49 28.30200(N)    098 26 09.81900(W) AD(       ) 1
 ML1058  USSD        -  41 49 28.41100(N)    098 26 09.96100(W) AD(       ) 3
 ML1058  NGVD 29 (07/19/86)  693.7    (m)         2276.     (f) VERT ANG       
 ML1058
 ML1058.Superseded values are not recommended for survey control.
 ML1058
 ML1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1058.See file dsdata.pdf to determine how the superseded data were derived.
 ML1058
 ML1058_MARKER: V = STONE MONUMENT
 ML1058_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ML1058_SP_SET: OBJECT DRIVEN INTO GROUND
 ML1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1058+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2008
 ML1058
 ML1058  HISTORY     - Date     Condition        Report By
 ML1058  HISTORY     - 1900     MONUMENTED       CGS
 ML1058  HISTORY     - 1935     GOOD             CGS
 ML1058  HISTORY     - 1961     GOOD             USGS
 ML1058  HISTORY     - 20081108 GOOD             INDIV
 ML1058
 ML1058                          STATION DESCRIPTION
 ML1058
 ML1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1058'THIS STATION IS 15 FEET NORTHWEST OF THE HIGHEST POINT OF A
 ML1058'PROMINENT SAND HILL SITUATED IN THE NE. 1/4 SEC. 2, T. 21 N.,
 ML1058'R. 10 W., ABOUT 3.5 MILES SOUTH AND 6.5 MILES EAST OF BARTLETT,
 ML1058'ABOUT 1.5 MILES WEST OF ONO, AND ABOUT 200 YARDS SOUTH OF THE MAIL
 ML1058'ROUTE FROM ONO TO BARTLETT.  THE AZIMUTHS AND DISTANCES TO
 ML1058'CERTAIN POINTS ARE--TO LEONARD CASWELLS HOUSE, 97 DEG 31 MIN,
 ML1058'3/4 MILE.  TO THE REMAINS OF A SOD HOUSE, 145 DEG 44 MIN, 600
 ML1058'YARDS.  TO THE REMAINS OF A SOD HOUSE, 201 DEG 59 MIN, 325
 ML1058'YARDS.  TO W. FABIANS WINDMILL, 281 DEG 23 MIN, TO HENRY
 ML1058'HUFFS GROVE, 345 DEG 09 MIN, 2.5 MILES.  TO J.W. HUFFS
 ML1058'WINDMILL, 10 DEG 05 MIN, 2.0 MILES.  SURFACE MARK IS A
 ML1058'MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 ML1058'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1058'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT
 ML1058'IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED
 ML1058'ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A
 ML1058'SMALL DRILL HOLE IN THE BOTTOM.
 ML1058
 ML1058                          STATION RECOVERY (1935)
 ML1058
 ML1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1058'STATION RECOVERED APRIL 23, 1935, AS DESCRIBED, AND FOUND IN
 ML1058'GOOD CONDITION.
 ML1058'
 ML1058'THE PHRASE ABOUT 200 YARDS SOUTH OF MAIL ROUTE FROM ONO TO
 ML1058'BARTLETT NO LONGER APPLIES.  ON THE DAY THE STATION WAS VISITED
 ML1058'VISIBLILITY WAS VERY POOR BECAUSE OF DUST-LADEN ATMOSPHERE, BUT
 ML1058'IT WAS EVIDENT THAT THE REMAINS OF SOD HOUSES, DESCRIBED
 ML1058'ORIGINALLY AS AZIMUTH MARKS, NO LONGER EXIST.
 ML1058'
 ML1058'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTHEAST QUARTER
 ML1058'OF SEC. 2, T. 21 N., R. 10 W. AND, CONSEQUENTLY, THE NORTH
 ML1058'LINE OF THE SECTION AND 13 FEET NORTH-NORTHWEST OF THE HIGHEST
 ML1058'POINT OF THE HILL.  THE SURFACE MARK, A MARBLE POST, IS ON A
 ML1058'SAND HILL, AND WHEN RECOVERED WAS 3 INCHES BELOW THE SURFACE OF
 ML1058'THE GROUND, AND WAS GRASSED OVER.
 ML1058'
 ML1058'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 ML1058'53 AT BARTLETT, FOLLOW U.S. HIGHWAY 281 SOUTH 1 MILE, EAST
 ML1058'2 MILES, SOUTH 3 MILES, THEN EAST 3 MILES TO A SCHOOLHOUSE
 ML1058'AT THE NORTHEAST CORNER OF ROAD INTERSECTION, HERE LEAVE THE
 ML1058'HIGHWAY AND GO EAST ON A SECTION-LINE ROAD 1/2 MILE, THEN
 ML1058'TURN SOUTH THROUGH A GATE, AND PROCEED SOUTHEAST ACROSS A FIELD
 ML1058'TO TOP OF PROMINENT HILL AND THE STATION.
 ML1058
 ML1058                          STATION RECOVERY (1961)
 ML1058
 ML1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML1058'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ML1058
 ML1058                          STATION RECOVERY (2008)
 ML1058
 ML1058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 ML1058'THE MONUMENT LOCATION WAS REACHED BY FIRST USING A HH GPS
 ML1058'RECEIVER WHICH OBTAINED THE APPROXIMATE LOCATION.  PROBING THEN
 ML1058'LOCATED THE MARBLE POST MONUMENT 3 INCHES BELOW THE GRASS SURFACE IN
 ML1058'VERY GOOD CONDITION.  TWO OLD IRON BOLTS MEASURING APPROXIMATELY 4
 ML1058'INCHES LONG WITH A NUT AND WASHER WERE PLACED ON THE NORTH AND SOUTH
 ML1058'SIDES OF THE MARBLE POST TO AID IN FUTURE RECOVERY WITH A MAGNETIC
 ML1058'LOCATER.
 ML1058'
 ML1058'THERE ARE NO CLOSE REFERENCE MONUMENTS. THE EAST END OF A SHELTERBELT
 ML1058'OF EVERGREEN TREES IS APPROXIMATELY 125 YARDS TO THE NORTH OF THE
 ML1058'STATION.  A WINDMILL IS LOCATED APPROXIMATELY 125 YARDS EAST-NORTHEAST
 ML1058'FROM THE STATION. INQUISITIVE CATTLE WHO APPEARED TO DISLIKE MY
 ML1058'PRESENCE PREVENTED ACCURATE MEASUREMENTS TO THESE ITEMS.
 ML1058'
 ML1058'THE HILL IN WHICH THE MONUMENT RESIDES, HOWEVER IS PROMINENT WITH THE
 ML1058'MONUMENT BEING APPROXIMATELY 10-15 FEET NORTHWEST OF THE HIGHEST
 ML1058'POINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1289 ***********************************************************************
 LH1289  DESIGNATION -  OPTIC
 LH1289  PID         -  LH1289
 LH1289  STATE/COUNTY-  NE/BUFFALO
 LH1289  COUNTRY     -  US
 LH1289  USGS QUAD   -  NEWARK (2017)
 LH1289
 LH1289                         *CURRENT SURVEY CONTROL
 LH1289  ______________________________________________________________________
 LH1289* NAD 83(1995) POSITION- 40 43 44.75245(N) 098 55 57.70346(W)   ADJUSTED
 LH1289* NAVD 88 ORTHO HEIGHT -   639.3   (meters)     2097.    (feet) VERTCON
 LH1289  ______________________________________________________________________
 LH1289  GEOID HEIGHT    -        -24.510 (meters)                     GEOID18
 LH1289  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LH1289  HORZ ORDER      -  THIRD
 LH1289
 LH1289.The horizontal coordinates were established by classical geodetic methods
 LH1289.and adjusted by the National Geodetic Survey in August 1997.
 LH1289
 LH1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1289
 LH1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1289.GEOID18 height accuracy estimate available here.
 LH1289
 LH1289.Click photographs - Photos may exist for this station.
 LH1289
 LH1289.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1289
 LH1289. The following values were computed from the NAD 83(1995) position.
 LH1289
 LH1289;                    North         East     Units Scale Factor Converg.
 LH1289;SPC NE       -   100,011.641   590,139.675   MT  0.99974976   +0 42 26.3
 LH1289;SPC NE       -   328,121.53  1,936,149.92   sFT  0.99974976   +0 42 26.3
 LH1289;UTM  14      - 4,508,687.246   505,683.532   MT  0.99960040   +0 02 38.1
 LH1289
 LH1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1289!SPC NE       -   0.99990357  x   0.99974976  =   0.99965335
 LH1289!UTM  14      -   0.99990357  x   0.99960040  =   0.99950401
 LH1289
 LH1289:                Primary Azimuth Mark                     Grid Az
 LH1289:SPC NE       -  BASE RESET                               287 15 22.5
 LH1289:UTM  14      -  BASE RESET                               287 55 10.7
 LH1289
 LH1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0568308687(NAD 83)
 LH1289
 LH1289|---------------------------------------------------------------------|
 LH1289| PID    Reference Object                     Distance      Geod. Az  |
 LH1289|                                                           dddmmss.s |
 LH1289| LH1421 OPTIC RM 1                           18.279 METERS 07236     |
 LH1289| LH1276 GIBBON MUNICIPAL TANK               APPROX. 7.7 KM 0743133.1 |
 LH1289| LH0406 G 5                                  92.781 METERS 09934     |
 LH1289| LH1420 OPTIC AZ MK                         222.615 METERS 25316     |
 LH1289| LH1422 OPTIC RM 2                           17.922 METERS 25552     |
 LH1289| LH1303 BASE RESET                          APPROX. 7.5 KM 2875748.8 |
 LH1289|---------------------------------------------------------------------|
 LH1289
 LH1289                          SUPERSEDED SURVEY CONTROL
 LH1289
 LH1289  NAD 83(1986)-  40 43 44.75963(N)    098 55 57.70668(W) AD(       ) 3
 LH1289  NAD 83(1986)-  40 43 44.75836(N)    098 55 57.69591(W) AD(       ) 3
 LH1289  NAD 27      -  40 43 44.71000(N)    098 55 56.40000(W) AD(       ) 3
 LH1289  NGVD 29 (01/31/91)  639.1    (m)         2097.     (f) VERT ANG       
 LH1289
 LH1289.Superseded values are not recommended for survey control.
 LH1289
 LH1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1289.See file dsdata.pdf to determine how the superseded data were derived.
 LH1289
 LH1289_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1289_STAMPING: OPTIC 1950 1989
 LH1289_MARK LOGO: NGS
 LH1289_PROJECTION: FLUSH
 LH1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1289+STABILITY: SURFACE MOTION
 LH1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1289+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 LH1289
 LH1289  HISTORY     - Date     Condition        Report By
 LH1289  HISTORY     - 1950     MONUMENTED       CGS
 LH1289  HISTORY     - 1950     GOOD             CGS
 LH1289  HISTORY     - 19890510 GOOD             NGS
 LH1289
 LH1289                          STATION DESCRIPTION
 LH1289
 LH1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1289'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF GIBBON, 8
 LH1289'MILES EAST-NORTHEAST OF KEARNEY, AND ON THE NORTH RIGHT-OF-WAY
 LH1289'OF US HIGHWAY 30.  IT IS 51 FEET NORTH OF THE CENTERLINE OF THE
 LH1289'HIGHWAY, 2-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND
 LH1289'ABOUT 360 FEET WEST OF THE WEST END OF A CONCRETE CULVERT THAT
 LH1289'DRAINS UNDER A SIDE ROAD, TO THE NORTH.  THE MARK IS FLUSH WITH
 LH1289'THE GROUND AND THE DISC IS STAMPED, OPTIC 1950.
 LH1289'
 LH1289'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE CENTERLINE OF THE
 LH1289'HIGHWAY AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE
 LH1289'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, OPTIC NO 1
 LH1289'1950.
 LH1289'
 LH1289'REFERENCE MARK NO. 2 IS 54 FEET NORTH OF THE CENTERLINE OF THE
 LH1289'HIGHWAY AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE
 LH1289'MARK IS FLUSH WITH THE GROUND SURFACE AND THE DISC IS STAMPED,
 LH1289'OPTIC NO 2 1950.
 LH1289'
 LH1289'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY 30, 48
 LH1289'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF THE
 LH1289'RIGHT-OF-WAY FENCE LINE, 19 FEET SOUTH SOUTHEAST OF A T-FENCE
 LH1289'CORNER, 10 FEET EAST OF A GROUP OF 4 SMALL TREES AND ABOUT 50
 LH1289'FEET EAST OF A DRIVEWAY, THE ENTRANCE TO A FARMYARD.  THE MARK IS
 LH1289'FLUSH WITH THE GROUND AND THE DISC IS STAMPED, OPTIC 1950.
 LH1289'
 LH1289'THE STATION WAS REACHED FROM THE RAILROAD STATION IN GIBBON, BY
 LH1289'GOING WEST-SOUTHWEST ON US HIGHWAY 30 FOR 4.9 MILES TO THE
 LH1289'STATION ON THE RIGHT AS DESCRIBED ABOVE.
 LH1289'
 LH1289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 LH1289'US HIGHWAY 30 FOR 0.15 MILES TO THE MARK ON THE RIGHT AS DESCRIBED
 LH1289'ABOVE.
 LH1289'
 LH1289'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1289
 LH1289                          STATION RECOVERY (1950)
 LH1289
 LH1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1289'RECOVERED IN GOOD CONDITION.
 LH1289
 LH1289                          STATION RECOVERY (1989)
 LH1289
 LH1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1289'THE UNDERGROUND STATION WAS RECOVERED IN GOOD CONDITION.  THE SURFACE
 LH1289'STATION MARK WAS FOUND TO BE OUT OF POSITION, 0.092 M (0.3 FT)
 LH1289'SOUTHWARD.  BOTH REFERENCE MARKS ARE IN FAIR CONDITION AND WHILE THE
 LH1289'AZIMUTH MARK APPEARS TO BE IN GOOD CONDITION, THE DIRECTION TO THE
 LH1289'MARK WAS FOUND TO BE 40.5 SECONDS SMALLER THAN 1950 DATA.  THE
 LH1289'DIRECTION TO RM 1 WAS 11 MINUTES, 32 SECONDS LARGER AND THE DIRECTION
 LH1289'TO RM 2 WAS 13 MINUTES, 6 SECONDS SMALLER.  THE DISTANCE TO RM 1 WAS
 LH1289'0.004 M (0.0 FT) LONGER AND THE DISTANCE TO RM 2 WAS 0.020 M (0.1 FT)
 LH1289'SHORTER.  THE UNDERGROUND MARK WAS ONLY 0.46 M (1.5 FT) BELOW THE
 LH1289'GROUND SURFACE, THEREFORE, THE HORIZONTAL POSITION OF THIS MARK WAS
 LH1289'HELD AND A NEW UNDERGROUND MARK WAS SET 1.07 M (3.5 FT) BELOW THE
 LH1289'GROUND SURFACE.  A NEW SURFACE MARK WAS THEN SET DIRECTLY OVER THE NEW
 LH1289'UNDERGROUND MARK.  THE NEW SURFACE MARK IS FLUSH WITH THE GROUND
 LH1289'SURFACE.  DUE TO THESE AND OTHER CHANGES A NEW DESCRIPTION FOLLOWS.
 LH1289'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTHEAST FROM
 LH1289'KEARNEY, 7.64 KM (4.75 MI) SOUTHWEST FROM GIBBON, 6.44 KM (4.00 MI)
 LH1289'NORTH FROM INTERSTATE HIGHWAY 80 AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1289'HIGHWAY 30.
 LH1289'TO REACH THE STATION FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1289'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1289'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.64 KM (4.75 MI) TO THE STATION ON
 LH1289'THE RIGHT, ABOUT 110 M (360.9 FT) WEST FROM A NORTH/SOUTH CROSSROAD.
 LH1289'THE SURFACE STATION MARK IS SET INTO THE TOP OF A 12-INCH ROUND
 LH1289'CONCRETE MONUMENT AND THE UNDERGROUND MARK IS SET INTO AN IRREGULAR
 LH1289'MASS OF CONCRETE.  THE MARKS ARE 16.3 M (53.5 FT) NORTH FROM THE
 LH1289'CENTERLINE OF THE HIGHWAY, 13.66 M (44.8 FT) SOUTHWEST FROM A
 LH1289'RIGHT-OF-WAY MARKER POST, 5.58 M (18.3 FT) SOUTH FROM THE NORTH
 LH1289'RIGHT-OF-WAY FENCE AND 0.85 M (2.8 FT) SOUTH FROM A WITNESS POST.
 LH1289'DISTANCES AND AZIMUTHS TO VARIOUS OBJECTS FOLLOW.
 LH1289'GIBBON MUNICIPAL TANK  74 31 34.2  APPROXIMATELY 7.66 KM (4.75 MI).
 LH1289'G 5                    99 34 25.2  APPROXIMATELY 0.09 KM (0.05 MI).
 LH1289'OPTIC AZ MK           253 15 42.7  APPROXIMATELY 0.22 KM (0.15 MI).
 LH1289'OPTIC RM 2            255 52 00    17.920 M (58.8 FT)             .
 LH1289'OPTIC RM 1             72 36 04    18.284 M (60.0 FT)             .
 LH1289'CP 282-10              74 16 41.4  APPROXIMATELY 2.47 KM (1.55 MI).
 LH1289'CP 282-10, A NEBRASKA DEPARTMENT OF ROADS HORIZONTAL CONTROL POINT,
 LH1289'WAS ESTABLISHED AS AN ADDITIONAL AZIMUTH MARK.  A BENCH MARK TIE WAS
 LH1289'MADE TO OPTIC, FROM BENCH MARK G 5, THE NAVD29 ELEVATION OF OPTIC
 LH1289'BEING 639.055 M (2096.6 FT).  BENCH MARK G 5 HAS BEEN OCCUPIED BY GPS
 LH1289'RECEIVERS.
 LH1289'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1420 ***********************************************************************
 LH1420  DESIGNATION -  OPTIC AZ MK
 LH1420  PID         -  LH1420
 LH1420  STATE/COUNTY-  NE/BUFFALO
 LH1420  COUNTRY     -  US
 LH1420  USGS QUAD   -  NEWARK (2017)
 LH1420
 LH1420                         *CURRENT SURVEY CONTROL
 LH1420  ______________________________________________________________________
 LH1420* NAD 83(1995) POSITION- 40 43 42.67381(N) 098 56 06.78798(W)   ADJUSTED
 LH1420* NAVD 88 ORTHO HEIGHT -   640.132 (meters)     2100.17  (feet) ADJUSTED
 LH1420  ______________________________________________________________________
 LH1420  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 LH1420  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LH1420  DYNAMIC HEIGHT  -        639.772 (meters)     2098.99  (feet) COMP
 LH1420  MODELED GRAVITY -    980,042.5   (mgal)                       NAVD 88
 LH1420
 LH1420  HORZ ORDER      -  THIRD
 LH1420  VERT ORDER      -  FIRST     CLASS II
 LH1420
 LH1420.The horizontal coordinates were established by classical geodetic methods
 LH1420.and adjusted by the National Geodetic Survey in August 1997.
 LH1420
 LH1420.The orthometric height was determined by differential leveling and
 LH1420.adjusted by the NATIONAL GEODETIC SURVEY
 LH1420.in May 1993.
 LH1420
 LH1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1420.GEOID18 height accuracy estimate available here.
 LH1420
 LH1420.Click photographs - Photos may exist for this station.
 LH1420
 LH1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1420
 LH1420.The dynamic height is computed by dividing the NAVD 88
 LH1420.geopotential number by the normal gravity value computed on the
 LH1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1420.degrees latitude (g = 980.6199 gals.).
 LH1420
 LH1420.The modeled gravity was interpolated from observed gravity values.
 LH1420
 LH1420. The following values were computed from the NAD 83(1995) position.
 LH1420
 LH1420;                    North         East     Units Scale Factor Converg.
 LH1420;SPC NE       -    99,944.915   589,927.353   MT  0.99974989   +0 42 20.3
 LH1420;SPC NE       -   327,902.61  1,935,453.32   sFT  0.99974989   +0 42 20.3
 LH1420;UTM  14      - 4,508,622.992   505,470.484   MT  0.99960037   +0 02 32.2
 LH1420
 LH1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1420!SPC NE       -   0.99990344  x   0.99974989  =   0.99965335
 LH1420!UTM  14      -   0.99990344  x   0.99960037  =   0.99950385
 LH1420
 LH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0547008622(NAD 83)
 LH1420
 LH1420                          SUPERSEDED SURVEY CONTROL
 LH1420
 LH1420  NAD 83(1986)-  40 43 42.68099(N)    098 56 06.79122(W) AD(       ) 3
 LH1420  NAD 83(1986)-  40 43 42.67977(N)    098 56 06.78053(W) AD(       ) 3
 LH1420  NGVD 29 (02/14/92)  639.872  (m)         2099.31   (f) ADJUSTED    1 2
 LH1420  NGVD 29 (01/31/91)  639.9    (m)         2099.     (f) VERT ANG       
 LH1420  NGVD 29 (02/23/90)  639.8    (m)         2099.     (f) VERT ANG       
 LH1420
 LH1420.Superseded values are not recommended for survey control.
 LH1420
 LH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1420.See file dsdata.pdf to determine how the superseded data were derived.
 LH1420
 LH1420_MARKER: DZ = AZIMUTH MARK DISK
 LH1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1420_STAMPING: OPTIC 1950
 LH1420_MARK LOGO: CGS
 LH1420_PROJECTION: FLUSH
 LH1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1420+STABILITY: SURFACE MOTION
 LH1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1420+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH1420
 LH1420  HISTORY     - Date     Condition        Report By
 LH1420  HISTORY     - 1950     MONUMENTED       CGS
 LH1420  HISTORY     - 19890510 GOOD             NGS
 LH1420  HISTORY     - 19910923 GOOD             NGS
 LH1420
 LH1420                          STATION DESCRIPTION
 LH1420
 LH1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1420'THE MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  IT IS LOCATED
 LH1420'ABOUT 8 KM (4.95 MI) SOUTHWEST FROM GIBBON, 6.4 KM (4.00 MI) NORTH
 LH1420'FROM INTERSTATE HIGHWAY 80 AND IS ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1420'HIGHWAY 30.
 LH1420'TO REACH THE STATION FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1420'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1420'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.89 KM (4.90 MI) TO THE MARK ON THE
 LH1420'RIGHT, JUST EAST OF A FARM HOUSE.
 LH1420'IT IS 55.8 M (183.1 FT) EAST FROM THE CENTERLINE OF THE EAST DRIVEWAY
 LH1420'TO THE FARM HOUSE, 15.2 M (49.9 FT) NORTH FROM THE CENTERLINE OF THE
 LH1420'HIGHWAY, 6.71 M (22.0 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE,
 LH1420'0.56 M (1.8 FT) WEST FROM A WITNESS POST AND IS FLUSH WITH THE GROUND.
 LH1420'AN ELECTRONIC TRAVERSE WAS MADE FROM STATION OPTIC THIS DATE.  FARM
 LH1420'BUILDINGS AND LARGE TRES TO THE WEST PROBABLY PRECLUDE THIS MARK FROM
 LH1420'BEING SUITABLE FOR SATELLITE OBSERVATIONS.
 LH1420'DESCRIBED BY J.A. ODUM.
 LH1420
 LH1420                          STATION RECOVERY (1991)
 LH1420
 LH1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1420'13.1 KM (8.15 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1420'OF STATE HIGHWAY 44 IN KEARNEY, 223.0 M (731.6 FT) WEST OF
 LH1420'TRIANGULATION STATION OPTIC, 55.4 M (181.8 FT) EAST OF THE CENTER OF
 LH1420'A DRIVEWAY, 15.2 M (49.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.8 M
 LH1420'(22.3 FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LH1420'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 LH1420'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1450 ***********************************************************************
 LH1450  DESIGNATION -  OPTIC RESET
 LH1450  PID         -  LH1450
 LH1450  STATE/COUNTY-  NE/BUFFALO
 LH1450  COUNTRY     -  US
 LH1450  USGS QUAD   -  NEWARK (2017)
 LH1450
 LH1450                         *CURRENT SURVEY CONTROL
 LH1450  ______________________________________________________________________
 LH1450* NAD 83(1986) POSITION- 40 43 44.75   (N) 098 55 57.70   (W)   HD_HELD1
 LH1450* NAVD 88 ORTHO HEIGHT -   639.295 (meters)     2097.42  (feet) ADJUSTED
 LH1450  ______________________________________________________________________
 LH1450  GEOID HEIGHT    -        -24.510 (meters)                     GEOID18
 LH1450  DYNAMIC HEIGHT  -        638.936 (meters)     2096.24  (feet) COMP
 LH1450  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 LH1450
 LH1450  VERT ORDER      -  FIRST     CLASS II
 LH1450
 LH1450.The horizontal coordinates were determined by differentially corrected
 LH1450.hand held GPS observations or other comparable positioning techniques
 LH1450.and have an estimated accuracy of +/- 3 meters.
 LH1450
 LH1450.The orthometric height was determined by differential leveling and
 LH1450.adjusted by the NATIONAL GEODETIC SURVEY
 LH1450.in May 1993.
 LH1450
 LH1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1450.GEOID18 height accuracy estimate available here.
 LH1450
 LH1450.Click photographs - Photos may exist for this station.
 LH1450
 LH1450.The dynamic height is computed by dividing the NAVD 88
 LH1450.geopotential number by the normal gravity value computed on the
 LH1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1450.degrees latitude (g = 980.6199 gals.).
 LH1450
 LH1450.The modeled gravity was interpolated from observed gravity values.
 LH1450
 LH1450;                    North         East    Units  Estimated Accuracy
 LH1450;SPC NE       -   100,011.6     590,139.8     MT  (+/- 3 meters HH1 GPS) 
 LH1450
 LH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0568308687(NAD 83)
 LH1450
 LH1450                          SUPERSEDED SURVEY CONTROL
 LH1450
 LH1450  NGVD 29 (02/14/92)  639.036  (m)         2096.57   (f) ADJUSTED    1 2
 LH1450
 LH1450.Superseded values are not recommended for survey control.
 LH1450
 LH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1450.See file dsdata.pdf to determine how the superseded data were derived.
 LH1450
 LH1450_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1450_STAMPING: OPTIC 1950 1989
 LH1450_MARK LOGO: NGS
 LH1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1450+STABILITY: SURFACE MOTION
 LH1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1450+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH1450
 LH1450  HISTORY     - Date     Condition        Report By
 LH1450  HISTORY     - 1989     MONUMENTED       NGS
 LH1450  HISTORY     - 19910923 GOOD             NGS
 LH1450
 LH1450                          STATION DESCRIPTION
 LH1450
 LH1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1450'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1450'OF STATE HIGHWAY 44 IN KEARNEY, 111.1 M (364.5 FT) WEST OF THE CENTER
 LH1450'OF A GRAVELED ROAD, 17.8 M (58.4 FT) EAST OF REFERENCE MARK 2, 16.4 M
 LH1450'(53.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) SOUTH OF A
 LH1450'FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT)
 LH1450'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH1450'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1421 ***********************************************************************
 LH1421  DESIGNATION -  OPTIC RM 1
 LH1421  PID         -  LH1421
 LH1421  STATE/COUNTY-  NE/BUFFALO
 LH1421  COUNTRY     -  US
 LH1421  USGS QUAD   -  NEWARK (2017)
 LH1421
 LH1421                         *CURRENT SURVEY CONTROL
 LH1421  ______________________________________________________________________
 LH1421* NAD 83(1995) POSITION- 40 43 44.92964(N) 098 55 56.96014(W)   ADJUSTED
 LH1421* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 LH1421  ______________________________________________________________________
 LH1421  GEOID HEIGHT    -        -24.510 (meters)                     GEOID18
 LH1421  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LH1421  HORZ ORDER      -  THIRD
 LH1421
 LH1421.The horizontal coordinates were established by classical geodetic methods
 LH1421.and adjusted by the National Geodetic Survey in August 1997.
 LH1421
 LH1421.The orthometric height was scaled from a topographic map.
 LH1421
 LH1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1421.GEOID18 height accuracy estimate available here.
 LH1421
 LH1421.Click photographs - Photos may exist for this station.
 LH1421
 LH1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1421
 LH1421. The following values were computed from the NAD 83(1995) position.
 LH1421
 LH1421;                    North         East     Units Scale Factor Converg.
 LH1421;SPC NE       -   100,017.321   590,157.044   MT  0.99974975   +0 42 26.8
 LH1421;SPC NE       -   328,140.16  1,936,206.90   sFT  0.99974975   +0 42 26.8
 LH1421;UTM  14      - 4,508,692.723   505,700.964   MT  0.99960040   +0 02 38.6
 LH1421
 LH1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1421!SPC NE       -   0.99990358  x   0.99974975  =   0.99965335
 LH1421!UTM  14      -   0.99990358  x   0.99960040  =   0.99950402
 LH1421
 LH1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0570008692(NAD 83)
 LH1421
 LH1421                          SUPERSEDED SURVEY CONTROL
 LH1421
 LH1421  NAD 83(1986)-  40 43 44.93685(N)    098 55 56.96325(W) AD(       ) 3
 LH1421  NAD 83(1986)-  40 43 44.93559(N)    098 55 56.95247(W) AD(       ) 3
 LH1421
 LH1421.Superseded values are not recommended for survey control.
 LH1421
 LH1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1421.See file dsdata.pdf to determine how the superseded data were derived.
 LH1421
 LH1421_MARKER: DR = REFERENCE MARK DISK
 LH1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1421_STAMPING: OPTIC NO 1 1950
 LH1421_MARK LOGO: CGS
 LH1421_PROJECTION: FLUSH
 LH1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1421+STABILITY: SURFACE MOTION
 LH1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1421+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH1421
 LH1421  HISTORY     - Date     Condition        Report By
 LH1421  HISTORY     - 1950     MONUMENTED       CGS
 LH1421  HISTORY     - 19890510 GOOD             NGS
 LH1421  HISTORY     - 19910925 POOR             NGS
 LH1421
 LH1421                          STATION DESCRIPTION
 LH1421
 LH1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1421'THE MARK WAS RECOVERED IN FAIR CONDITION, HAVING BEEN STRUCK AT SOME
 LH1421'TIME IN THE PAST.  IT IS LOCATED 7.64 KM (4.75 MI) SOUTHWEST FROM
 LH1421'GIBBON AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 LH1421'TO REACH THE MARK FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1421'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1421'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.64 KM (4.75 MI) TO THE MARK ON THE
 LH1421'RIGHT.
 LH1421'IT IS 17.2 M (56.4 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 7.32
 LH1421'M (24.0 FT) SOUTHEAST FROM A RIGHT-OF-WAY MARKER POST, 4.88 M
 LH1421'(16.0 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE AND IS FLUSH WITH
 LH1421'THE GROUND.
 LH1421'DESCRIBED BY J.A. ODUM
 LH1421
 LH1421                          STATION RECOVERY (1991)
 LH1421
 LH1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1421'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1421'OF STATE HIGHWAY 44 IN KEARNEY, 92.9 M (304.8 FT) WEST OF THE CENTER
 LH1421'OF A GRAVELED ROAD, 18.2 M (59.7 FT) EAST OF TRIANGULATION STATION
 LH1421'OPTIC, 16.7 M (54.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4
 LH1421'FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LH1421'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH1421'MONUMENT IS LOOSE IN THE GROUND AND CHIPPED ON 3 SIDES.  USE WITH
 LH1421'CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1422 ***********************************************************************
 LH1422  DESIGNATION -  OPTIC RM 2
 LH1422  PID         -  LH1422
 LH1422  STATE/COUNTY-  NE/BUFFALO
 LH1422  COUNTRY     -  US
 LH1422  USGS QUAD   -  NEWARK (2017)
 LH1422
 LH1422                         *CURRENT SURVEY CONTROL
 LH1422  ______________________________________________________________________
 LH1422* NAD 83(1995) POSITION- 40 43 44.61057(N) 098 55 58.44406(W)   ADJUSTED
 LH1422* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 LH1422  ______________________________________________________________________
 LH1422  GEOID HEIGHT    -        -24.510 (meters)                     GEOID18
 LH1422  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 LH1422  HORZ ORDER      -  THIRD
 LH1422
 LH1422.The horizontal coordinates were established by classical geodetic methods
 LH1422.and adjusted by the National Geodetic Survey in August 1997.
 LH1422
 LH1422.The orthometric height was scaled from a topographic map.
 LH1422
 LH1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1422.GEOID18 height accuracy estimate available here.
 LH1422
 LH1422.Click photographs - Photos may exist for this station.
 LH1422
 LH1422.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1422
 LH1422. The following values were computed from the NAD 83(1995) position.
 LH1422
 LH1422;                    North         East     Units Scale Factor Converg.
 LH1422;SPC NE       -   100,007.052   590,122.355   MT  0.99974977   +0 42 25.8
 LH1422;SPC NE       -   328,106.47  1,936,093.09   sFT  0.99974977   +0 42 25.8
 LH1422;UTM  14      - 4,508,682.858   505,666.163   MT  0.99960040   +0 02 37.6
 LH1422
 LH1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1422!SPC NE       -   0.99990358  x   0.99974977  =   0.99965337
 LH1422!UTM  14      -   0.99990358  x   0.99960040  =   0.99950402
 LH1422
 LH1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0566608682(NAD 83)
 LH1422
 LH1422                          SUPERSEDED SURVEY CONTROL
 LH1422
 LH1422  NAD 83(1986)-  40 43 44.61777(N)    098 55 58.44715(W) AD(       ) 3
 LH1422  NAD 83(1986)-  40 43 44.61652(N)    098 55 58.43637(W) AD(       ) 3
 LH1422
 LH1422.Superseded values are not recommended for survey control.
 LH1422
 LH1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1422.See file dsdata.pdf to determine how the superseded data were derived.
 LH1422
 LH1422_MARKER: DR = REFERENCE MARK DISK
 LH1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1422_STAMPING: OPTIC NO 2 1950
 LH1422_MARK LOGO: CGS
 LH1422_PROJECTION: FLUSH
 LH1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1422+STABILITY: SURFACE MOTION
 LH1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1422+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH1422
 LH1422  HISTORY     - Date     Condition        Report By
 LH1422  HISTORY     - 1950     MONUMENTED       CGS
 LH1422  HISTORY     - 19890510 GOOD             NGS
 LH1422  HISTORY     - 19910925 POOR             NGS
 LH1422
 LH1422                          STATION DESCRIPTION
 LH1422
 LH1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1422'THE MARK WAS RECOVERED IN FAIR CONDITION, HAVING BEEN STRUCK AT SOME
 LH1422'TIME IN THE PAST.  IT IS LOCATED 7.64 KM (4.75 MI) SOUTHWEST FROM
 LH1422'GIBBON AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 LH1422'TO REACH THE MARK FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1422'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1422'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.64 KM (4.75 MI) TO THE MARK ON THE
 LH1422'RIGHT.
 LH1422'IT IS 30.78 M (101.0 FT) WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER
 LH1422'POST, 17.1 M (56.1 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 5.49
 LH1422'M (18.0 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE AND IT IS FLUSH
 LH1422'WITH THE GROUND.
 LH1422'DESCRIBED BY J. A. ODUM.
 LH1422
 LH1422                          STATION RECOVERY (1991)
 LH1422
 LH1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1422'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1422'OF STATE HIGHWAY 44 IN KEARNEY, 128.9 M (422.9 FT) WEST OF THE CENTER
 LH1422'OF A GRAVELED ROAD, 17.8 M (58.4 FT) WEST OF TRIANGULATION STATION
 LH1422'OPTIC, 17.1 M (56.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.5 M (14.8
 LH1422'FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LH1422'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH1422'MONUMENT IS LOOSE IN THE GROUND AND CHIPPED ON THE SOUTH SIDE.  USE
 LH1422'WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0628 ***********************************************************************
 NN0628  DESIGNATION -  ORCHARD SCHOOLHOUSE BELFRY
 NN0628  PID         -  NN0628
 NN0628  STATE/COUNTY-  NE/ANTELOPE
 NN0628  COUNTRY     -  US
 NN0628  USGS QUAD   -  ORCHARD (2017)
 NN0628
 NN0628                         *CURRENT SURVEY CONTROL
 NN0628  ______________________________________________________________________
 NN0628* NAD 83(1995) POSITION- 42 20 13.91355(N) 098 14 18.22839(W)   ADJUSTED
 NN0628  ______________________________________________________________________
 NN0628  GEOID HEIGHT    -        -24.883 (meters)                     GEOID18
 NN0628  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 NN0628  HORZ ORDER      -  THIRD
 NN0628
 NN0628.The horizontal coordinates were established by classical geodetic methods
 NN0628.and adjusted by the National Geodetic Survey in August 1997.
 NN0628
 NN0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0628.GEOID18 height accuracy estimate available here.
 NN0628
 NN0628.Click photographs - Photos may exist for this station.
 NN0628
 NN0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0628
 NN0628. The following values were computed from the NAD 83(1995) position.
 NN0628
 NN0628;                    North         East     Units Scale Factor Converg.
 NN0628;SPC NE       -   279,481.179   645,132.779   MT  0.99976389   +1 10 02.7
 NN0628;SPC NE       -   916,931.17  2,116,573.13   sFT  0.99976389   +1 10 02.7
 NN0628;UTM  14      - 4,687,496.906   562,740.251   MT  0.99964843   +0 30 46.6
 NN0628
 NN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6274087496(NAD 83)
 NN0628
 NN0628                          SUPERSEDED SURVEY CONTROL
 NN0628
 NN0628  NAD 83(1986)-  42 20 13.91875(N)    098 14 18.23104(W) AD(       ) 3
 NN0628  NAD 27      -  42 20 13.89800(N)    098 14 16.96400(W) AD(       ) 3
 NN0628  USSD        -  42 20 14.03800(N)    098 14 17.18100(W) AD(       ) 3
 NN0628
 NN0628.Superseded values are not recommended for survey control.
 NN0628
 NN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0628.See file dsdata.pdf to determine how the superseded data were derived.
 NN0628
 NN0628_MARKER: 75 = BELFRY
 NN0628
 NN0628  HISTORY     - Date     Condition        Report By
 NN0628  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0628  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0628
 NN0628                          STATION DESCRIPTION
 NN0628
 NN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0628'THIS MARK IS LOST, FOR THE OLD SCHOOL BUILDING WAS REMOVED
 NN0628'IN 1923 AND A NEW BRICK BUILDING ERECTED DIAGONALLY ACROSS
 NN0628'THE STREET FROM THE OLD LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0492 ***********************************************************************
 ML0492  DESIGNATION -  ORD
 ML0492  PID         -  ML0492
 ML0492  STATE/COUNTY-  NE/VALLEY
 ML0492  COUNTRY     -  US
 ML0492  USGS QUAD   -  ORD (2017)
 ML0492
 ML0492                         *CURRENT SURVEY CONTROL
 ML0492  ______________________________________________________________________
 ML0492* NAD 83(1986) POSITION- 41 36 09.1    (N) 098 55 43.8    (W)   HD_HELD2
 ML0492* NAVD 88 ORTHO HEIGHT -   627.187 (meters)     2057.70  (feet) ADJUSTED
 ML0492  ______________________________________________________________________
 ML0492  GEOID HEIGHT    -        -23.918 (meters)                     GEOID18
 ML0492  DYNAMIC HEIGHT  -        626.883 (meters)     2056.70  (feet) COMP
 ML0492  MODELED GRAVITY -    980,118.4   (mgal)                       NAVD 88
 ML0492
 ML0492  VERT ORDER      -  SECOND    CLASS 0
 ML0492
 ML0492.The horizontal coordinates were established by autonomous hand held GPS
 ML0492.observations and have an estimated accuracy of +/- 10 meters.
 ML0492
 ML0492.The orthometric height was determined by differential leveling and
 ML0492.adjusted by the NATIONAL GEODETIC SURVEY
 ML0492.in June 1991.
 ML0492
 ML0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0492.GEOID18 height accuracy estimate available here.
 ML0492
 ML0492.Click photographs - Photos may exist for this station.
 ML0492
 ML0492.The dynamic height is computed by dividing the NAVD 88
 ML0492.geopotential number by the normal gravity value computed on the
 ML0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0492.degrees latitude (g = 980.6199 gals.).
 ML0492
 ML0492.The modeled gravity was interpolated from observed gravity values.
 ML0492
 ML0492;                    North         East    Units  Estimated Accuracy
 ML0492;SPC NE       -   196,978.      589,264.      MT  (+/- 10 meters HH2 GPS)
 ML0492
 ML0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0593005649(NAD 83)
 ML0492
 ML0492                          SUPERSEDED SURVEY CONTROL
 ML0492
 ML0492  NGVD 29 (??/??/92)  626.937  (m)         2056.88   (f) ADJ UNCH    2 0
 ML0492
 ML0492.Superseded values are not recommended for survey control.
 ML0492
 ML0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0492.See file dsdata.pdf to determine how the superseded data were derived.
 ML0492
 ML0492_MARKER: DB = BENCH MARK DISK
 ML0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0492_STAMPING: ORD 1934 2056.424
 ML0492_MARK LOGO: CGS
 ML0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0492+STABILITY: SURFACE MOTION
 ML0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0492+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2014
 ML0492
 ML0492  HISTORY     - Date     Condition        Report By
 ML0492  HISTORY     - 1934     MONUMENTED       CGS
 ML0492  HISTORY     - 1935     GOOD             CGS
 ML0492  HISTORY     - 1950     GOOD             CGS
 ML0492  HISTORY     - 1985     GOOD             NGS
 ML0492  HISTORY     - 20141117 GOOD             NEDR
 ML0492
 ML0492                          STATION DESCRIPTION
 ML0492
 ML0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0492'AT ORD.
 ML0492'ON THE VALLEY COUNTY COURTHOUSE GROUNDS WHICH ARE AT THE CORNER
 ML0492'OF SOUTH 16TH AND M STREETS, 154.3 FEET NORTH OF THE CENTER
 ML0492'LINE OF M STREET, 128.4 FEET EAST OF THE CENTER LINE OF SOUTH
 ML0492'16TH STREET, 68.5 FEET WEST OF THE CENTER OF THE MAIN DOOR OF
 ML0492'COURTHOUSE WHICH IS ON THE WEST SIDE OF THE BUILDING, AND ABOUT
 ML0492'1 FOOT SOUTH OF THE SOUTH SIDE OF SIDEWALK.
 ML0492
 ML0492                          STATION RECOVERY (1950)
 ML0492
 ML0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0492'RECOVERED IN GOOD CONDITION.
 ML0492
 ML0492                          STATION RECOVERY (1985)
 ML0492
 ML0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0492'RECOVERED IN GOOD CONDITION.
 ML0492
 ML0492                          STATION RECOVERY (2014)
 ML0492
 ML0492'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (RZ)
 ML0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1175 ***********************************************************************
 ML1175  DESIGNATION -  ORD
 ML1175  PID         -  ML1175
 ML1175  STATE/COUNTY-  NE/VALLEY
 ML1175  COUNTRY     -  US
 ML1175  USGS QUAD   -  ORD (2017)
 ML1175
 ML1175                         *CURRENT SURVEY CONTROL
 ML1175  ______________________________________________________________________
 ML1175* NAD 83(1995) POSITION- 41 37 10.48002(N) 098 59 17.36378(W)   ADJUSTED
 ML1175* NAVD 88 ORTHO HEIGHT -   698.2   (meters)     2291.    (feet) VERTCON
 ML1175  ______________________________________________________________________
 ML1175  GEOID HEIGHT    -        -23.838 (meters)                     GEOID18
 ML1175  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 ML1175  HORZ ORDER      -  FIRST
 ML1175
 ML1175.The horizontal coordinates were established by classical geodetic methods
 ML1175.and adjusted by the National Geodetic Survey in August 1997.
 ML1175
 ML1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1175
 ML1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1175.GEOID18 height accuracy estimate available here.
 ML1175
 ML1175.Click photographs - Photos may exist for this station.
 ML1175
 ML1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1175
 ML1175. The following values were computed from the NAD 83(1995) position.
 ML1175
 ML1175;                    North         East     Units Scale Factor Converg.
 ML1175;SPC NE       -   198,811.696   584,298.903   MT  0.99966056   +0 40 14.0
 ML1175;SPC NE       -   652,268.04  1,916,987.32   sFT  0.99966056   +0 40 14.0
 ML1175;UTM  14      - 4,607,539.853   500,986.662   MT  0.99960001   +0 00 28.3
 ML1175
 ML1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1175!SPC NE       -   0.99989424  x   0.99966056  =   0.99955484
 ML1175!UTM  14      -   0.99989424  x   0.99960001  =   0.99949430
 ML1175
 ML1175:                Primary Azimuth Mark                     Grid Az
 ML1175:SPC NE       -  ORD RM 3 AZIMUTH                         262 39 40.1
 ML1175:UTM  14      -  ORD RM 3 AZIMUTH                         263 19 25.8
 ML1175
 ML1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0098607539(NAD 83)
 ML1175
 ML1175|---------------------------------------------------------------------|
 ML1175| PID    Reference Object                     Distance      Geod. Az  |
 ML1175|                                                           dddmmss.s |
 ML1175| CN9394 ORD RM 1                             10.751 METERS 03108     |
 ML1175| ML1128 ORD RADIO STATION KNLV MAST         APPROX. 7.5 KM 1351739.0 |
 ML1175| CN9395 ORD RM 2                              9.734 METERS 13746     |
 ML1175| CN9396 ORD RM 3 AZIMUTH                                   2631954.1 |
 ML1175|---------------------------------------------------------------------|
 ML1175
 ML1175                          SUPERSEDED SURVEY CONTROL
 ML1175
 ML1175  NAD 83(1986)-  41 37 10.48564(N)    098 59 17.37017(W) AD(       ) 1
 ML1175  NAD 27      -  41 37 10.45144(N)    098 59 16.04583(W) AD(       ) 1
 ML1175  NGVD 29 (07/19/86)  697.9    (m)         2290.     (f) VERT ANG       
 ML1175
 ML1175.Superseded values are not recommended for survey control.
 ML1175
 ML1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1175.See file dsdata.pdf to determine how the superseded data were derived.
 ML1175
 ML1175_MARKER: DS = TRIANGULATION STATION DISK
 ML1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1175_STAMPING: ORD 1972
 ML1175_MARK LOGO: CGS
 ML1175_PROJECTION: FLUSH
 ML1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1175+STABILITY: SURFACE MOTION
 ML1175
 ML1175  HISTORY     - Date     Condition        Report By
 ML1175  HISTORY     - 1972     MONUMENTED       NGS
 ML1175
 ML1175                          STATION DESCRIPTION
 ML1175
 ML1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1175'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF COMSTOCK, 4.5
 ML1175'MILES SOUTH-SOUTHEAST OF ELYRIA, 3.5 MILES WEST-NORTHWEST OF ORD,
 ML1175'0.1 MILE SOUTHEAST OF A POWER LINE THAT RUNS ALONG THE TOP OF
 ML1175'A PASTURED RIDGE.  THE PROPERTY IS OWNED BY MR. CARSON ROGERS,
 ML1175'ORD, NEBRASKA.
 ML1175'
 ML1175'TO REACH THE STATION FROM THE POST OFFICE IN ORD GO WEST ON
 ML1175'STATE HIGHWAYS 11 AND 70 FOR 0.6 MILE TO THE JUNCTION OF THE
 ML1175'HIGHWAYS.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 11 FOR 0.6
 ML1175'MILE TO A CROSS ROAD AND SIGN, SARGENT.  TURN LEFT AND GO WEST
 ML1175'ON THE SURFACED ROAD FOR 2.8 MILES TO A SIDE ROAD RIGHT.  TURN
 ML1175'RIGHT AND GO NORTHERLY ON THE BLADED DIRT ROAD FOR 0.4 MILE TO
 ML1175'A TRACK ROAD RIGHT, A GATE AND REFERENCE MARK 3 ON THE RIGHT.
 ML1175'TURN RIGHT, PASSING THROUGH THE GATE, AND GO EAST, NORTH AND EAST
 ML1175'ON THE TRACK ROAD FOR 0.6 MILE TO A GATE IN A FENCE CORNER.  PASS
 ML1175'THROUGH THE GATE AND CONTINUE EAST ON THE TRACK ROAD FOR
 ML1175'0.2 MILE TO THE SUMMIT OF THE RIDGE.  TURN RIGHT AND GO
 ML1175'SOUTHEAST, PASSING UNDER A POWER LINE, ON THE DIM TRACK ROAD FOR
 ML1175'0.1 MILE TO THE SOUTHEAST POINT OF THE RIDGE AND THE
 ML1175'STATION.
 ML1175'
 ML1175'THE STATION MARKS ARE STANDARD DISKS STAMPED ORD 1972, THE
 ML1175'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1175'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT
 ML1175'IS 113 FEET EAST OF A POWER POLE WITH A GUY WIRE AND ON THE
 ML1175'APPARENT HIGH POINT OF THE RIDGE.  THE UNDER GROUND DISK WAS
 ML1175'SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 ML1175'
 ML1175'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ORD NO 1 1972, SET
 ML1175'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1175'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 142 FEET
 ML1175'EAST-NORTHEAST OF A POWER POLE WITH A GUY WIRE AND ABOUT 2 FEET
 ML1175'LOWER THAN THE STATION.
 ML1175'
 ML1175'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ORD NO 2 1972, SET
 ML1175'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1175'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 129 FEET
 ML1175'EAST OF POWER POLE WITH A GUY WIRE AND ABOUT THE SAME ELEVATION
 ML1175'AS THE STATION.
 ML1175'
 ML1175'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ORD NO 3 1972, SET
 ML1175'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1175'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 ML1175'IS 18 FEET EAST OF THE CENTER OF THE BLADED DIRT ROAD, 2.5 FEET
 ML1175'NORTHWEST OF THE NORTH GATE POST AND 2.5 FEET SOUTH OF A METAL
 ML1175'WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1128 ***********************************************************************
 ML1128  DESIGNATION -  ORD RADIO STATION KNLV MAST
 ML1128  PID         -  ML1128
 ML1128  STATE/COUNTY-  NE/VALLEY
 ML1128  COUNTRY     -  US
 ML1128  USGS QUAD   -  ORD (2017)
 ML1128
 ML1128                         *CURRENT SURVEY CONTROL
 ML1128  ______________________________________________________________________
 ML1128* NAD 83(1995) POSITION- 41 34 18.04034(N) 098 55 30.16167(W)   ADJUSTED
 ML1128  ______________________________________________________________________
 ML1128  GEOID HEIGHT    -        -23.891 (meters)                     GEOID18
 ML1128  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 ML1128  HORZ ORDER      -  THIRD
 ML1128
 ML1128.The horizontal coordinates were established by classical geodetic methods
 ML1128.and adjusted by the National Geodetic Survey in August 1997.
 ML1128
 ML1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1128.GEOID18 height accuracy estimate available here.
 ML1128
 ML1128.Click photographs - Photos may exist for this station.
 ML1128
 ML1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1128
 ML1128. The following values were computed from the NAD 83(1995) position.
 ML1128
 ML1128;                    North         East     Units Scale Factor Converg.
 ML1128;SPC NE       -   193,557.346   589,622.735   MT  0.99965925   +0 42 44.5
 ML1128;SPC NE       -   635,029.39  1,934,453.92   sFT  0.99965925   +0 42 44.5
 ML1128;UTM  14      - 4,602,224.601   506,249.057   MT  0.99960048   +0 02 59.1
 ML1128
 ML1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0624902224(NAD 83)
 ML1128
 ML1128                          SUPERSEDED SURVEY CONTROL
 ML1128
 ML1128  NAD 83(1986)-  41 34 18.04593(N)    098 55 30.16718(W) AD(       ) 3
 ML1128  NAD 27      -  41 34 18.01114(N)    098 55 28.85456(W) AD(       ) 3
 ML1128
 ML1128.Superseded values are not recommended for survey control.
 ML1128
 ML1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1128.See file dsdata.pdf to determine how the superseded data were derived.
 ML1128
 ML1128_MARKER: 42 = RADIO/TV MAST
 ML1128
 ML1128  HISTORY     - Date     Condition        Report By
 ML1128  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1128
 ML1128                          STATION DESCRIPTION
 ML1128
 ML1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1128'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ORD, KNLV
 ML1128'RADIO, MAST THAT IS LOCATED ABOUT 14 MILES NORTHEAST OF ARCADIA,
 ML1128'9.5 MILES NORTHWEST OF NORTH LOUP AND 2 MILES SOUTH OF ORD.  THE
 ML1128'MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 ML1128'OF RED AND WHITE AND IS 248 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1129 ***********************************************************************
 ML1129  DESIGNATION -  ORD REA KAB 406 RAD MAST
 ML1129  PID         -  ML1129
 ML1129  STATE/COUNTY-  NE/VALLEY
 ML1129  COUNTRY     -  US
 ML1129  USGS QUAD   -  ORD (2017)
 ML1129
 ML1129                         *CURRENT SURVEY CONTROL
 ML1129  ______________________________________________________________________
 ML1129* NAD 83(1995) POSITION- 41 34 58.46562(N) 098 56 37.70885(W)   ADJUSTED
 ML1129  ______________________________________________________________________
 ML1129  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 ML1129  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 ML1129  HORZ ORDER      -  THIRD
 ML1129
 ML1129.The horizontal coordinates were established by classical geodetic methods
 ML1129.and adjusted by the National Geodetic Survey in August 1997.
 ML1129
 ML1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1129.GEOID18 height accuracy estimate available here.
 ML1129
 ML1129.Click photographs - Photos may exist for this station.
 ML1129
 ML1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1129
 ML1129. The following values were computed from the NAD 83(1995) position.
 ML1129
 ML1129;                    North         East     Units Scale Factor Converg.
 ML1129;SPC NE       -   194,784.725   588,043.238   MT  0.99965950   +0 41 59.8
 ML1129;SPC NE       -   639,056.22  1,929,271.86   sFT  0.99965950   +0 41 59.8
 ML1129;UTM  14      - 4,603,470.092   504,683.953   MT  0.99960027   +0 02 14.3
 ML1129
 ML1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0468303470(NAD 83)
 ML1129
 ML1129                          SUPERSEDED SURVEY CONTROL
 ML1129
 ML1129  NAD 83(1986)-  41 34 58.47087(N)    098 56 37.71459(W) AD(       ) 3
 ML1129  NAD 27      -  41 34 58.44142(N)    098 56 36.39650(W) AD(       ) 3
 ML1129
 ML1129.Superseded values are not recommended for survey control.
 ML1129
 ML1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1129.See file dsdata.pdf to determine how the superseded data were derived.
 ML1129
 ML1129_MARKER: 42 = RADIO/TV MAST
 ML1129
 ML1129  HISTORY     - Date     Condition        Report By
 ML1129  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1129
 ML1129                          STATION DESCRIPTION
 ML1129
 ML1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1129'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ORD, RURAL
 ML1129'ELECTRIC ASSOCIATION, KAB 406, RADIO MAST THAT IS LOCATED ABOUT
 ML1129'14.5 MILES NORTHEAST OF ARCADIA, 11 MILES NORTHWEST OF NORTH LOUP
 ML1129'AND 1.7 MILES SOUTHWEST OF ORD.  THE MAST IS TRIANGULAR IN CROSS
 ML1129'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 165
 ML1129'FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1127 ***********************************************************************
 ML1127  DESIGNATION -  ORD REGION 26 RADIO MAST
 ML1127  PID         -  ML1127
 ML1127  STATE/COUNTY-  NE/VALLEY
 ML1127  COUNTRY     -  US
 ML1127  USGS QUAD   -  ORD NE (2017)
 ML1127
 ML1127                         *CURRENT SURVEY CONTROL
 ML1127  ______________________________________________________________________
 ML1127* NAD 83(1995) POSITION- 41 42 51.99811(N) 098 52 07.37846(W)   ADJUSTED
 ML1127  ______________________________________________________________________
 ML1127  GEOID HEIGHT    -        -24.024 (meters)                     GEOID18
 ML1127  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 ML1127  HORZ ORDER      -  THIRD
 ML1127
 ML1127.The horizontal coordinates were established by classical geodetic methods
 ML1127.and adjusted by the National Geodetic Survey in August 1997.
 ML1127
 ML1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1127.GEOID18 height accuracy estimate available here.
 ML1127
 ML1127.Click photographs - Photos may exist for this station.
 ML1127
 ML1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1127
 ML1127. The following values were computed from the NAD 83(1995) position.
 ML1127
 ML1127;                    North         East     Units Scale Factor Converg.
 ML1127;SPC NE       -   209,467.050   594,111.389   MT  0.99966520   +0 44 58.9
 ML1127;SPC NE       -   687,226.48  1,949,180.45   sFT  0.99966520   +0 44 58.9
 ML1127;UTM  14      - 4,618,080.377   510,921.084   MT  0.99960147   +0 05 14.5
 ML1127
 ML1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1092118080(NAD 83)
 ML1127
 ML1127                          SUPERSEDED SURVEY CONTROL
 ML1127
 ML1127  NAD 83(1986)-  41 42 52.00352(N)    098 52 07.38444(W) AD(       ) 3
 ML1127  NAD 27      -  41 42 51.97421(N)    098 52 06.07383(W) AD(       ) 3
 ML1127
 ML1127.Superseded values are not recommended for survey control.
 ML1127
 ML1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1127.See file dsdata.pdf to determine how the superseded data were derived.
 ML1127
 ML1127_MARKER: 42 = RADIO/TV MAST
 ML1127
 ML1127  HISTORY     - Date     Condition        Report By
 ML1127  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1127
 ML1127                          STATION DESCRIPTION
 ML1127
 ML1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1127'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ORD, REGION 26
 ML1127'(MID-NEBRASKA) LAW ENFORCEMENT AND CRIMINAL JUSTICE, KTE 366
 ML1127'RADIO MAST THAT IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF
 ML1127'BURWELL, 11 MILES SOUTHWEST OF ERICSON AND 8 MILES NORTHEAST OF
 ML1127'ORD.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 ML1127'ALTERNATE BANDS OF RED AND WHITE AND IS 300 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0533 ***********************************************************************
 MN0533  DESIGNATION -  ORDVILLE
 MN0533  PID         -  MN0533
 MN0533  STATE/COUNTY-  NE/CHEYENNE
 MN0533  COUNTRY     -  US
 MN0533  USGS QUAD   -  MUD SPRINGS SE (2017)
 MN0533
 MN0533                         *CURRENT SURVEY CONTROL
 MN0533  ______________________________________________________________________
 MN0533* NAD 83(1995) POSITION- 41 15 25.84205(N) 103 05 19.25809(W)   ADJUSTED
 MN0533* NAVD 88 ORTHO HEIGHT -  1339.    (meters)     4393.    (feet) SCALED
 MN0533  ______________________________________________________________________
 MN0533  GEOID HEIGHT    -        -19.695 (meters)                     GEOID18
 MN0533  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 MN0533  HORZ ORDER      -  SECOND
 MN0533
 MN0533.The horizontal coordinates were established by classical geodetic methods
 MN0533.and adjusted by the National Geodetic Survey in August 1997.
 MN0533
 MN0533.The orthometric height was scaled from a topographic map.
 MN0533
 MN0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0533.GEOID18 height accuracy estimate available here.
 MN0533
 MN0533.Click photographs - Photos may exist for this station.
 MN0533
 MN0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0533
 MN0533. The following values were computed from the NAD 83(1995) position.
 MN0533
 MN0533;                    North         East     Units Scale Factor Converg.
 MN0533;SPC NE       -   162,704.790   241,286.809   MT  0.99966797   -2 02 48.7
 MN0533;SPC NE       -   533,807.30    791,621.81   sFT  0.99966797   -2 02 48.7
 MN0533;UTM  13      - 4,569,068.481   660,122.196   MT  0.99991555   +1 15 38.4
 MN0533
 MN0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0533!SPC NE       -   0.99979316  x   0.99966797  =   0.99946120
 MN0533!UTM  13      -   0.99979316  x   0.99991555  =   0.99970873
 MN0533
 MN0533:                Primary Azimuth Mark                     Grid Az
 MN0533:SPC NE       -  ORDVILLE AZ MK                           002 09 09.8
 MN0533:UTM  13      -  ORDVILLE AZ MK                           358 50 42.7
 MN0533
 MN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6012269068(NAD 83)
 MN0533
 MN0533|---------------------------------------------------------------------|
 MN0533| PID    Reference Object                     Distance      Geod. Az  |
 MN0533|                                                           dddmmss.s |
 MN0533| MN0535 ORDVILLE AZ MK                      APPROX. 0.9 KM 0000621.1 |
 MN0533| CP7863 ORDVILLE RM 3                        28.170 METERS 04305     |
 MN0533| CP7864 ORDVILLE RM 4                        24.720 METERS 12838     |
 MN0533| CP7862 ORDVILLE RM 2                        12.723 METERS 18656     |
 MN0533| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX. 4.6 KM 1915920.0 |
 MN0533| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX. 4.7 KM 1942235.5 |
 MN0533| CP7861 ORDVILLE RM 1                        13.931 METERS 35340     |
 MN0533|---------------------------------------------------------------------|
 MN0533
 MN0533                          SUPERSEDED SURVEY CONTROL
 MN0533
 MN0533  NAD 83(1993)-  41 15 25.84121(N)    103 05 19.25808(W) AD(       ) 2
 MN0533  NAD 83(1986)-  41 15 25.83471(N)    103 05 19.25884(W) AD(       ) 2
 MN0533  NAD 27      -  41 15 25.90050(N)    103 05 17.52050(W) AD(       ) 2
 MN0533
 MN0533.Superseded values are not recommended for survey control.
 MN0533
 MN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0533.See file dsdata.pdf to determine how the superseded data were derived.
 MN0533
 MN0533_MARKER: DS = TRIANGULATION STATION DISK
 MN0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0533_STAMPING: ORDVILLE 1963
 MN0533_MARK LOGO: CGS
 MN0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0533+STABILITY: SURFACE MOTION
 MN0533
 MN0533  HISTORY     - Date     Condition        Report By
 MN0533  HISTORY     - 1963     MONUMENTED       CGS
 MN0533  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0533  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0533
 MN0533                          STATION DESCRIPTION
 MN0533
 MN0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0533'THE STATION IS ABOUT 8 MILES WEST AND 6 MILES NORTH OF SIDNEY,
 MN0533'3 MILES NORTH AND 1 MILE EAST OF ORDVILLE, AND INSIDE THE
 MN0533'SECURITY FENCE OF THE SIOUX ORDNANCE DEPOT, AND ON U.S. GOVERNMENT
 MN0533'PROPERTY.
 MN0533'
 MN0533'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0533'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO A Y-FORK AND JUNCTION WITH
 MN0533'U.S. HIGHWAY 385.  KEEP LEFT AND GO NORTH ON U.S. HIGHWAY 385
 MN0533'FOR 5.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST PASSING
 MN0533'OVER RAILROAD TRACKS ON GRAVELED ROAD FOR 1.05 MILES TO CROSSROAD
 MN0533'AND GUARD GATE POST NO. 4 IN THE SOUTHEAST CORNER OF THE SIOUX
 MN0533'ORDNANCE DEPOT.  GO THROUGH GUARD GATE AND TURN RIGHT AND GO
 MN0533'NORTH, WEST, AND SOUTH ON GRAVELED ROAD FOR 11.85 MILES TO
 MN0533'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON
 MN0533'GRAVELED ROAD FOR 0.5 MILES TO THE STATION ON THE RIGHT
 MN0533'BESIDE THE SECURITY FENCE.
 MN0533'
 MN0533'THE STATION IS A STANDARD DISK STAMPED ORDVILLE 1963, SET
 MN0533'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 MN0533'INCHES.  IT IS 74 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 MN0533'6.5 FEET EAST OF THE SECURITY FENCE, AND 6 FEET EAST OF A METAL
 MN0533'WITNESS POST WITH SIGN.
 MN0533'
 MN0533'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ORDVILLE
 MN0533'NO 1 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 MN0533'PROJECTS 5 INCHES.  IT IS 80 FEET WEST OF THE CENTER OF A
 MN0533'GRAVELED ROAD, 47 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 MN0533'AND 1.3 FEET EAST OF THE SECURITY FENCE.
 MN0533'
 MN0533'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ORDVILLE
 MN0533'NO 2 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0533'WHICH PROJECTS 3 INCHES.  IT IS 80 FEET WEST OF THE CENTER
 MN0533'OF A GRAVELED ROAD, 43 FEET SOUTH OF A METAL WITNESS POST WITH
 MN0533'SIGN, AND 1.3 FEET EAST OF THE SECURITY FENCE.
 MN0533'
 MN0533'AZIMUTH MARK IS A STANDARD DISK STAMPED ORDVILLE 1963, SET
 MN0533'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 MN0533'8 INCHES.  IT IS 80 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 MN0533'1.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, AND 1 FOOT
 MN0533'EAST OF THE SECURITY FENCE.
 MN0533
 MN0533                          STATION RECOVERY (1972)
 MN0533
 MN0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0533'THE STATION WAS FOUND BROKEN OFF ABOUT 12 INCHES BELOW THE
 MN0533'SURFACE.  R.M.S WERE NOT FOUND.  THE AREA IS UNDER CULTIVATION
 MN0533'EXCEPT FOR A STRIP ABOUT 2 FT. WIDE AND ABOUT 50 FT. LONG.
 MN0533'R.M.S ARE PRESUMED DESTROYED.  THE AZIMUTH MARK WAS FOUND IN
 MN0533'GOOD CONDITION AS DESCRIBED.
 MN0533
 MN0533                          STATION RECOVERY (1977)
 MN0533
 MN0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0533'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 MN0533'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 MN0533'BROKEN OFF AND LYING ON TOP THE GROUND.  REFERENCE MARKS 1 AND 2
 MN0533'WERE NOT FOUND.  THE FENCE MENTIONED IN THE PREVIOUS DESCRIPTION
 MN0533'HAS BEEN REMOVED AND THE AREA IS NOW UNDER-CULTIVATION.  A NEW
 MN0533'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND MARK
 MN0533'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  DUE TO
 MN0533'CHANGES IN THE AREA, A NEW COMPLETE DESCRIPTION FOLLOWS--
 MN0533'
 MN0533'THE STATION IS LOCATED 8.0 MILES WEST AND 3.0 MILES NORTH OF SIDNEY,
 MN0533'AND 3.0 MILES NORTH AND 1.0 MILE EAST OF ORDVILLE, ON TOP OF A HILL
 MN0533'ON THE BOUNDARY LINE OF FIELDS UNDER-CULTIVATION AND PROPERTY OF
 MN0533'TWO DIFFERENT OWNERS.  THE PROPERTY OWNER OF THE LAND ON THE WEST
 MN0533'SIDE OF THE STATION MARK, STATED THAT THE MARK FALLS JUST A FEW FEET
 MN0533'EAST OF THE BOUNDARY LINE AND THE PROPERTY OWNER OF THE LAND ON
 MN0533'THE EAST SIDE OF THE MARK WAS UNKNOWN THIS DATE.
 MN0533'
 MN0533'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST ON US
 MN0533'HIGHWAY 30 FOR 1.55 MILES TO THE JUNCTION OF US HIGHWAY 385, TURN
 MN0533'LEFT AND GO NORTH ON HIGHWAY 385 FOR 5.65 MILES TO A CROSSROAD AND
 MN0533'THE HUNTSMAN GRAIN ELEVATOR ON THE LEFT, TURN LEFT AND GO WEST ON A
 MN0533'SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO
 MN0533'NORTH ON A GRAVELED ROAD FOR 5.0 MILES TO A SIDE ROAD ON THE
 MN0533'LEFT, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 4.0 MILES TO
 MN0533'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.55 MILE
 MN0533'TO A CROSSROAD, TURN RIGHT AND GO WEST ON A SURFACED ROAD FOR
 MN0533'0.45 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON
 MN0533'A SURFACED ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 MN0533'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 MN0533'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON A GRAVELED TRACK ROAD
 MN0533'FOR 1.05 MILE TO TOP OF A HILL AND THE AZIMUTH MARK ON THE RIGHT
 MN0533'AMONG OLD MACHINERY, CONTINUE SOUTH ON THE GRAVEL TRACK ROAD
 MN0533'FOR 0.5 MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 MN0533'
 MN0533'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ORDVILLE 1963
 MN0533'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 18
 MN0533'INCHES BELOW THE GROUND SURFACE.  IT IS 74.5 FEET WEST OF THE
 MN0533'CENTER OF THE GRAVELED TRACK ROAD AND ON TOP OF HILL.  REBAR
 MN0533'PLACED IN CONCRETE POST.  THE UNDERGROUND DISK IS STAMPED ORDVILLE
 MN0533'1963 AND IS 4 FEET BELOW THE GROUND SURFACE.
 MN0533'
 MN0533'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0533'ORDVILLE 1963 NO 3 1977, AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0533'SURFACE.  IT IS 10 FEET WEST OF THE CENTER OF THE GRAVELED TRACK
 MN0533'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 MN0533'
 MN0533'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0533'ORDVILLE 1963 NO 4 1977, AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0533'SURFACE.  IT IS 12 FEET WEST OF THE CENTER OF THE GRAVELED TRACK
 MN0533'ROAD AND 1.3 FEET NORTH OF A METAL WITNESS POST.
 MN0533'
 MN0533'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORDVILLE 1963, SET
 MN0533'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES
 MN0533'ABOVE THE GROUND SURFACE.  IT IS 76 FEET WEST OF THE CENTER OF THE
 MN0533'GRAVELED TRACK ROAD AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 MN0533'
 MN0533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES W AND
 MN0533'3 MILES N OF SIDNEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0535 ***********************************************************************
 MN0535  DESIGNATION -  ORDVILLE AZ MK
 MN0535  PID         -  MN0535
 MN0535  STATE/COUNTY-  NE/CHEYENNE
 MN0535  COUNTRY     -  US
 MN0535  USGS QUAD   -  MUD SPRINGS SE (2017)
 MN0535
 MN0535                         *CURRENT SURVEY CONTROL
 MN0535  ______________________________________________________________________
 MN0535* NAD 83(1995) POSITION- 41 15 54.01282(N) 103 05 19.18911(W)   ADJUSTED
 MN0535* NAVD 88 ORTHO HEIGHT -  1336.    (meters)     4383.    (feet) SCALED
 MN0535  ______________________________________________________________________
 MN0535  GEOID HEIGHT    -        -19.695 (meters)                     GEOID18
 MN0535  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 MN0535  HORZ ORDER      -  THIRD
 MN0535
 MN0535.The horizontal coordinates were established by classical geodetic methods
 MN0535.and adjusted by the National Geodetic Survey in August 1997.
 MN0535
 MN0535.The orthometric height was scaled from a topographic map.
 MN0535
 MN0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0535.GEOID18 height accuracy estimate available here.
 MN0535
 MN0535.Click photographs - Photos may exist for this station.
 MN0535
 MN0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0535
 MN0535. The following values were computed from the NAD 83(1995) position.
 MN0535
 MN0535;                    North         East     Units Scale Factor Converg.
 MN0535;SPC NE       -   163,572.949   241,319.442   MT  0.99966738   -2 02 48.7
 MN0535;SPC NE       -   536,655.58    791,728.87   sFT  0.99966738   -2 02 48.7
 MN0535;UTM  13      - 4,569,937.292   660,104.682   MT  0.99991548   +1 15 39.2
 MN0535
 MN0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0535!SPC NE       -   0.99979363  x   0.99966738  =   0.99946108
 MN0535!UTM  13      -   0.99979363  x   0.99991548  =   0.99970913
 MN0535
 MN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6010469937(NAD 83)
 MN0535
 MN0535                          SUPERSEDED SURVEY CONTROL
 MN0535
 MN0535  NAD 83(1993)-  41 15 54.01199(N)    103 05 19.18913(W) AD(       ) 3
 MN0535  NAD 83(1986)-  41 15 54.00549(N)    103 05 19.18990(W) AD(       ) 3
 MN0535  NAD 27      -  41 15 54.07171(N)    103 05 17.45128(W) AD(       ) 3
 MN0535
 MN0535.Superseded values are not recommended for survey control.
 MN0535
 MN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0535.See file dsdata.pdf to determine how the superseded data were derived.
 MN0535
 MN0535_MARKER: DZ = AZIMUTH MARK DISK
 MN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0535_STAMPING: ORDVILLE 1963
 MN0535_MARK LOGO: CGS
 MN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0535+STABILITY: SURFACE MOTION
 MN0535
 MN0535  HISTORY     - Date     Condition        Report By
 MN0535  HISTORY     - 1963     MONUMENTED       CGS
 MN0535
 MN0535                          STATION DESCRIPTION
 MN0535
 MN0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0535'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-NORTHEAST OF POINT OF
 MN0535'ROCKS, 7.3 MI (11.7 KM) WEST-SOUTHWEST OF GURLEY AND 5.5 MI (8.8 KM)
 MN0535'NORTH-NORTHEAST OF BROWNSON.
 MN0535'
 MN0535'IT IS SET IN THE TOP OF A 12 INCH (30 CM) ROUND CONCRETE POST THAT
 MN0535'PROJECTS 6 INCHES (15 CM) ABOVE THE GROUND SURFACE.  IT IS 76 FT
 MN0535'(23.2 M) WEST OF THE CENTER OF THE GRAVELED TRACK ROAD AND 1.4 FT
 MN0535'(0.4 M) SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0542 ***********************************************************************
 MN0542  DESIGNATION -  ORDVILLE SIOUX ORD DEPOT STACK
 MN0542  PID         -  MN0542
 MN0542  STATE/COUNTY-  NE/CHEYENNE
 MN0542  COUNTRY     -  US
 MN0542  USGS QUAD   -  BROWNSON (2017)
 MN0542
 MN0542                         *CURRENT SURVEY CONTROL
 MN0542  ______________________________________________________________________
 MN0542* NAD 83(1995) POSITION- 41 12 57.53290(N) 103 06 09.60101(W)   ADJUSTED
 MN0542  ______________________________________________________________________
 MN0542  GEOID HEIGHT    -        -19.677 (meters)                     GEOID18
 MN0542  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 MN0542  HORZ ORDER      -  THIRD
 MN0542
 MN0542.The horizontal coordinates were established by classical geodetic methods
 MN0542.and adjusted by the National Geodetic Survey in August 1997.
 MN0542
 MN0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0542.GEOID18 height accuracy estimate available here.
 MN0542
 MN0542.Click photographs - Photos may exist for this station.
 MN0542
 MN0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0542
 MN0542. The following values were computed from the NAD 83(1995) position.
 MN0542
 MN0542;                    North         East     Units Scale Factor Converg.
 MN0542;SPC NE       -   158,175.911   239,951.875   MT  0.99967132   -2 03 22.1
 MN0542;SPC NE       -   518,948.80    787,242.11   sFT  0.99967132   -2 03 22.1
 MN0542;UTM  13      - 4,564,469.015   659,050.480   MT  0.99991134   +1 15 01.5
 MN0542
 MN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5905064469(NAD 83)
 MN0542
 MN0542                          SUPERSEDED SURVEY CONTROL
 MN0542
 MN0542  NAD 83(1993)-  41 12 57.53186(N)    103 06 09.60091(W) AD(       ) 3
 MN0542  NAD 83(1986)-  41 12 57.52545(N)    103 06 09.60073(W) AD(       ) 3
 MN0542  NAD 27      -  41 12 57.58800(N)    103 06 07.86300(W) AD(       ) 3
 MN0542
 MN0542.Superseded values are not recommended for survey control.
 MN0542
 MN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0542.See file dsdata.pdf to determine how the superseded data were derived.
 MN0542
 MN0542_MARKER: 63 = STACK
 MN0542
 MN0542  HISTORY     - Date     Condition        Report By
 MN0542  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0542
 MN0542                          STATION DESCRIPTION
 MN0542
 MN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0542'THE STATION IS IN THE SOUTHWEST AND ADMINISTRATIVE AREA OF
 MN0542'THE SIOUX ORDNANCE DEPOT, ABOUT 7-1/2 MILES NORTHWEST OF SIDNEY
 MN0542'AND 1 MILE EAST OF ORDVILLE.
 MN0542'
 MN0542'THE STATION IS THE CENTER OF THE TALLEST ONE OF FIVE SMOKE
 MN0542'STACKS ON THE SIOUX ORDNANCE DEPOT.  THE STATION STACK IS
 MN0542'TRUNCATED IN SHAPE WHEREAS THE OTHER FOUR STACKS ARE CYLINDRICAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0543 ***********************************************************************
 MN0543  DESIGNATION -  ORDVILLE SIOUX ORD DEPOT TANK
 MN0543  PID         -  MN0543
 MN0543  STATE/COUNTY-  NE/CHEYENNE
 MN0543  COUNTRY     -  US
 MN0543  USGS QUAD   -  BROWNSON (2017)
 MN0543
 MN0543                         *CURRENT SURVEY CONTROL
 MN0543  ______________________________________________________________________
 MN0543* NAD 83(1995) POSITION- 41 13 00.54132(N) 103 06 00.12054(W)   ADJUSTED
 MN0543  ______________________________________________________________________
 MN0543  GEOID HEIGHT    -        -19.680 (meters)                     GEOID18
 MN0543  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 MN0543  HORZ ORDER      -  THIRD
 MN0543
 MN0543.The horizontal coordinates were established by classical geodetic methods
 MN0543.and adjusted by the National Geodetic Survey in August 1997.
 MN0543
 MN0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0543.GEOID18 height accuracy estimate available here.
 MN0543
 MN0543.Click photographs - Photos may exist for this station.
 MN0543
 MN0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0543
 MN0543. The following values were computed from the NAD 83(1995) position.
 MN0543
 MN0543;                    North         East     Units Scale Factor Converg.
 MN0543;SPC NE       -   158,260.712   240,175.829   MT  0.99967125   -2 03 15.8
 MN0543;SPC NE       -   519,227.02    787,976.87   sFT  0.99967125   -2 03 15.8
 MN0543;UTM  13      - 4,564,566.615   659,269.223   MT  0.99991220   +1 15 07.8
 MN0543
 MN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5926964566(NAD 83)
 MN0543
 MN0543                          SUPERSEDED SURVEY CONTROL
 MN0543
 MN0543  NAD 83(1993)-  41 13 00.54029(N)    103 06 00.12044(W) AD(       ) 3
 MN0543  NAD 83(1986)-  41 13 00.53387(N)    103 06 00.12027(W) AD(       ) 3
 MN0543  NAD 27      -  41 13 00.59700(N)    103 05 58.38300(W) AD(       ) 3
 MN0543
 MN0543.Superseded values are not recommended for survey control.
 MN0543
 MN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0543.See file dsdata.pdf to determine how the superseded data were derived.
 MN0543
 MN0543_MARKER: 53 = ELEVATED TANK
 MN0543_MARK LOGO: CGS
 MN0543
 MN0543  HISTORY     - Date     Condition        Report By
 MN0543  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0543  HISTORY     - 1963     GOOD             CGS
 MN0543
 MN0543                          STATION DESCRIPTION
 MN0543
 MN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0543'THE STATION IS IN THE SOUTHWEST AREA OF THE SIOUX ORDNANCE
 MN0543'DEPOT, IN THE ADMINISTRATIVE AREA OF THE DEPOT, ABOUT 7-1/2
 MN0543'MILES NORTHWEST OF SIDNEY AND 1 MILE EAST OF ORDVILLE.
 MN0543'
 MN0543'THE STATION IS THE CENTER OF A BALL LOCATED ATOP A WATER
 MN0543'TANK.  THE WATER TANK IS A FOUR LEGGED STRUCTURE PAINTED
 MN0543'SILVER WITH A CENTER STANDPIPE.  IT IS ABOUT 100 FEET IN HEIGHT.
 MN0543
 MN0543                          STATION RECOVERY (1963)
 MN0543
 MN0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0543'THE WATER TANK IS LOCATED AT THE WESTERN NEBRASKA TECHNICAL COLLEGE,
 MN0543'JUST NORTH OF INTERSTATE HIGHWAY 80.  IT IS THE ONLY WATER TANK IN
 MN0543'THE AREA.  IT WAS OBSERVED UPON FROM STATIONS EARL AND EARL AZ MK 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0340 ***********************************************************************
 MM0340  DESIGNATION -  OREGON
 MM0340  PID         -  MM0340
 MM0340  STATE/COUNTY-  NE/KEITH
 MM0340  COUNTRY     -  US
 MM0340  USGS QUAD   -  BRULE (2017)
 MM0340
 MM0340                         *CURRENT SURVEY CONTROL
 MM0340  ______________________________________________________________________
 MM0340* NAD 83(1995) POSITION- 41 05 28.10296(N) 101 58 11.17417(W)   ADJUSTED
 MM0340* NAD 83(1995) ELLIP HT-  1012.606 (meters)        (06/27/02)   ADJUSTED
 MM0340* NAVD 88 ORTHO HEIGHT -  1033.244 (meters)     3389.90  (feet) ADJUSTED
 MM0340  ______________________________________________________________________
 MM0340  GEOID HEIGHT    -        -20.714 (meters)                     GEOID18
 MM0340  NAD 83(1995) X  -   -998,549.160 (meters)                     COMP
 MM0340  NAD 83(1995) Y  - -4,710,022.382 (meters)                     COMP
 MM0340  NAD 83(1995) Z  -  4,170,722.254 (meters)                     COMP
 MM0340  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 MM0340  DYNAMIC HEIGHT  -       1032.589 (meters)     3387.75  (feet) COMP
 MM0340  MODELED GRAVITY -    979,954.1   (mgal)                       NAVD 88
 MM0340
 MM0340  HORZ ORDER      -  THIRD
 MM0340  VERT ORDER      -  FIRST     CLASS II
 MM0340  ELLP ORDER      -  FOURTH    CLASS I
 MM0340
 MM0340.The horizontal coordinates were established by classical geodetic methods
 MM0340.and adjusted by the National Geodetic Survey in August 1997.
 MM0340
 MM0340.The orthometric height was determined by differential leveling and
 MM0340.adjusted by the NATIONAL GEODETIC SURVEY
 MM0340.in June 1991.
 MM0340
 MM0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0340.GEOID18 height accuracy estimate available here.
 MM0340
 MM0340.Click photographs - Photos may exist for this station.
 MM0340
 MM0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0340
 MM0340.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0340
 MM0340.The ellipsoidal height was determined by GPS observations
 MM0340.and is referenced to NAD 83.
 MM0340
 MM0340.The dynamic height is computed by dividing the NAVD 88
 MM0340.geopotential number by the normal gravity value computed on the
 MM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0340.degrees latitude (g = 980.6199 gals.).
 MM0340
 MM0340.The modeled gravity was interpolated from observed gravity values.
 MM0340
 MM0340. The following values were computed from the NAD 83(1995) position.
 MM0340
 MM0340;                    North         East     Units Scale Factor Converg.
 MM0340;SPC NE       -   141,533.875   334,567.987   MT  0.99968463   -1 18 19.3
 MM0340;SPC NE       -   464,349.05  1,097,661.80   sFT  0.99968463   -1 18 19.3
 MM0340;UTM  14      - 4,553,125.311   250,566.710   MT  1.00036581   -1 57 10.5
 MM0340;UTM  13      - 4,553,300.247   754,511.914   MT  1.00039731   +1 59 33.8
 MM0340
 MM0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0340!SPC NE       -   0.99984119  x   0.99968463  =   0.99952587
 MM0340!UTM  14      -   0.99984119  x   1.00036581  =   1.00020694
 MM0340!UTM  13      -   0.99984119  x   1.00039731  =   1.00023844
 MM0340
 MM0340:                Primary Azimuth Mark                     Grid Az
 MM0340:SPC NE       -  OREGON AZ MK                             095 43 20.0
 MM0340:UTM  14      -  OREGON AZ MK                             096 22 11.2
 MM0340:UTM  13      -  OREGON AZ MK                             092 25 26.9
 MM0340
 MM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5056653125(NAD 83)
 MM0340
 MM0340|---------------------------------------------------------------------|
 MM0340| PID    Reference Object                     Distance      Geod. Az  |
 MM0340|                                                           dddmmss.s |
 MM0340| CP7865 OREGON AZ MK                                       0942500.7 |
 MM0340| CP7866 OREGON RM 1                                        10445     |
 MM0340| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX. 9.0 KM 2515127.1 |
 MM0340| CP7867 OREGON RM 2                                        32645     |
 MM0340|---------------------------------------------------------------------|
 MM0340
 MM0340                          SUPERSEDED SURVEY CONTROL
 MM0340
 MM0340  ELLIP H (08/18/97) 1012.639  (m)                       GP(       ) 4 1
 MM0340  NAD 83(1992)-  41 05 28.10133(N)    101 58 11.17817(W) AD(       ) 3
 MM0340  ELLIP H (01/07/93) 1012.495  (m)                       GP(       ) 4 2
 MM0340  NAD 83(1986)-  41 05 28.10091(N)    101 58 11.17817(W) AD(       ) 3
 MM0340  NAD 27      -  41 05 28.12480(N)    101 58 09.53530(W) AD(       ) 3
 MM0340  NGVD 29 (02/14/92) 1032.794  (m)         3388.43   (f) ADJUSTED    1 2
 MM0340  NGVD 29            1032.80   (m)         3388.4    (f) LEVELING    3  
 MM0340  NGVD 29 (07/19/86) 1032.6    (m)         3388.     (f) VERT ANG       
 MM0340
 MM0340.Superseded values are not recommended for survey control.
 MM0340
 MM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0340.See file dsdata.pdf to determine how the superseded data were derived.
 MM0340
 MM0340_MARKER: DS = TRIANGULATION STATION DISK
 MM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0340_STAMPING: OREGON 1963
 MM0340_MARK LOGO: CGS
 MM0340_PROJECTION: FLUSH
 MM0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0340+STABILITY: SURFACE MOTION
 MM0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0340+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 MM0340
 MM0340  HISTORY     - Date     Condition        Report By
 MM0340  HISTORY     - 1963     MONUMENTED       CGS
 MM0340  HISTORY     - 1985     GOOD             DMA
 MM0340  HISTORY     - 1986     GOOD             NGS
 MM0340  HISTORY     - 19890707 GOOD             NGS
 MM0340  HISTORY     - 19980711 GOOD             USPSQD
 MM0340
 MM0340                          STATION DESCRIPTION
 MM0340
 MM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MM0340'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF BIG SPRINGS,
 MM0340'5 MILES WEST OF BRULE AND 94 FEET NORTH OF U.S. HIGHWAY 30.
 MM0340'
 MM0340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MM0340'AND 138, WHICH IS ABOUT 2 MILES NORTH OF BIG SPRINGS, GO EAST
 MM0340'ON U.S. HIGHWAY 30 FOR 5.0 MILES TO THE OLD OREGON TRAIL
 MM0340'TRADING POST AND THE STATION ON THE LEFT, NORTH SIDE OF
 MM0340'U.S. HIGHWAY 30 AS DESCRIBED.
 MM0340'
 MM0340'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 MM0340'HIGHWAY 30 FOR 0.5 MILE TO A CUT IN THE ROAD AND THE AZIMUTH
 MM0340'MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD AS DESCRIBED.
 MM0340'
 MM0340'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MM0340'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND
 MM0340'AND IS STAMPED OREGON 1963.  IT IS 94 FEET NORTH OF U.S.
 MM0340'HIGHWAY 30, 21 FEET EAST-SOUTHEAST OF A POWER LINE POLE AND
 MM0340'11.8 FEET NORTHEAST OF A METAL WITNESS POST.
 MM0340'
 MM0340'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 MM0340'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MM0340'THE GROUND AND IS STAMPED OREGON NO 1 1963.  IT IS 82.5 FEET
 MM0340'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 45 FEET EAST
 MM0340'OF A METAL WITNESS POST AND 10 FEET NORTHWEST OF A LARGE
 MM0340'GRANITE POST.
 MM0340'
 MM0340'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MM0340'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MM0340'THE GROUND AND IS STAMPED OREGON NO 2 1963.  IT IS 112 FEET
 MM0340'NORTH-NORTHWEST OF A METAL WITNESS POST, 5.3 FEET SOUTH OF
 MM0340'THE SOUTHWEST CORNER OF A BUILDING AND 1 FOOT SOUTH OF
 MM0340'THE SOUTHWEST CORNER OF A CONCRETE PORCH.
 MM0340'
 MM0340'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MM0340'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MM0340'IS STAMPED OREGON 1963.  IT IS 99 FEET SOUTH OF THE CENTER
 MM0340'LINE OF U.S. HIGHWAY 30, 2.2 FEET NORTHEAST OF A METAL WITNESS
 MM0340'POST AND 1 FOOT NORTH OF A POWER LINE POLE.
 MM0340
 MM0340                          STATION RECOVERY (1985)
 MM0340
 MM0340'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MM0340'OREGON 1963 FOUND GOOD.
 MM0340'OREGON NO 1 1963 FOUND GOOD.
 MM0340'OREGON NO 2 1963 SEARCHED FOR AND NOT RECOVERED.
 MM0340'
 MM0340'AZIMUTH MARK NOT SEARCHED FOR.
 MM0340'
 MM0340'NOTE--SEARCH FOR RM 2 WAS BRIEF DUE TO PRESENCE OF DOG PEN.
 MM0340
 MM0340                          STATION RECOVERY (1986)
 MM0340
 MM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0340'10.8 KM (6.7 MI) EAST FROM BIG SPRINGS.
 MM0340'10.0 KM (6.15 MI) EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 MM0340'ROUTE 25 B IN BIG SPRINGS, THENCE 0.8 KM (0.5 MI) EAST ALONG US
 MM0340'HIGHWAY 30, NEAR THE WEST SIDE OF A GRASSY AREA, INSIDE A 1/2 CIRCLE
 MM0340'DRIVE LEADING TO A PRIVATE RESIDENCE, ALSO 7.1 KM (4.4 MI) WEST OF
 MM0340'BRULE, 28.7 METERS (94 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.6 METERS
 MM0340'(25 FT) SOUTHWEST OF A POWER POLE, 17.5 METERS (57.5 FT)
 MM0340'WEST-NORTHWEST OF A GRANITE MONUMENT (OLD OREGON TRAIL) AND 11.3
 MM0340'METERS (37 FT) EAST OF THE CENTER OF THE PRIVATE DRIVE.
 MM0340'THE MARK IS 3.7 METERS  N FROM  A WITNESS POST
 MM0340'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MM0340
 MM0340                          STATION RECOVERY (1989)
 MM0340
 MM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0340'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST OF OGALLALA, 10.6
 MM0340'KM (6.60 MI) EAST OF BIG SPRINGS, 6.9 KM (4.30 MI) WEST OF BRULE NEAR
 MM0340'THE WEST SIDE OF A GRASSY CIRCLE DRIVE LEADING TO A PRIVATE RESIDENCE.
 MM0340'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BRULE, GO SOUTH ON
 MM0340'STATE STREET FOR 0.06 KM (0.05 MI) TO THE JUNCTION WITH US HIGHWAY 30.
 MM0340'TURN RIGHT AND GO SOUTH ALONG US HIGHWAY 30 FOR 6.87 KM (4.25 MI) TO
 MM0340'THE STATION ON THE RIGHT AT THE SITE OF AN OLD OREGON TRAIL MONUMENT.
 MM0340'THE STATION MARK IS SET 28.9 M (94.8 FT) NORTH OF THE CENTERLINE OF
 MM0340'THE HIGHWAY, 17.5 M (57.4 FT) WEST-NORTHWEST OF A GRANITE MONUMENT
 MM0340'--OLD OREGON TRAIL--, 11.3 M (37.1 FT) EAST OF THE APPROXIMATE
 MM0340'CENTERLINE OF A PRIVATE DRIVE, 7.61 M (25.0 FT) WEST-SOUTHWEST OF A
 MM0340'UTILITY POLE SUPPORTING A TRANSFORMER, 3.7 M (12.1 FT) NORTH OF A
 MM0340'WITNESS POST AND 0.61 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 MM0340'DESCRIBED BY G.F.SMITH, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
 MM0340
 MM0340                          STATION RECOVERY (1998)
 MM0340
 MM0340'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1232 ***********************************************************************
 LG1232  SACS        -  This is a Secondary Airport Control Station.
 LG1232  DESIGNATION -  OREGON TRAIL
 LG1232  PID         -  LG1232
 LG1232  STATE/COUNTY-  NE/JEFFERSON
 LG1232  COUNTRY     -  US
 LG1232  USGS QUAD   -  FAIRBURY (2017)
 LG1232
 LG1232                         *CURRENT SURVEY CONTROL
 LG1232  ______________________________________________________________________
 LG1232* NAD 83(2011) POSITION- 40 10 59.04443(N) 097 10 14.65772(W)   ADJUSTED
 LG1232* NAD 83(2011) ELLIP HT-   421.657 (meters)        (06/27/12)   ADJUSTED
 LG1232* NAD 83(2011) EPOCH   -  2010.00
 LG1232* NAVD 88 ORTHO HEIGHT -   448.67  (meters)     1472.0   (feet) GPS OBS
 LG1232  ______________________________________________________________________
 LG1232  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1232  GEOID HEIGHT    -        -27.013 (meters)                     GEOID18
 LG1232  NAD 83(2011) X  -   -609,145.832 (meters)                     COMP
 LG1232  NAD 83(2011) Y  - -4,841,770.770 (meters)                     COMP
 LG1232  NAD 83(2011) Z  -  4,093,808.276 (meters)                     COMP
 LG1232  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 LG1232
 LG1232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1232  Standards:
 LG1232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1232  -------------------------------------------------------------------
 LG1232  NETWORK    0.36   0.47           0.16   0.13   0.24     -0.06577274
 LG1232  -------------------------------------------------------------------
 LG1232  Click here for local accuracies and other accuracy information.
 LG1232
 LG1232.This mark is at Fairbury Municipal Airport (FBY)
 LG1232
 LG1232.The horizontal coordinates were established by GPS observations
 LG1232.and adjusted by the National Geodetic Survey in June 2012.
 LG1232
 LG1232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1232.been affixed to the stable North American tectonic plate. See 
 LG1232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1232
 LG1232.The horizontal coordinates are valid at the epoch date displayed above
 LG1232.which is a decimal equivalence of Year/Month/Day.
 LG1232
 LG1232.The orthometric height was determined by GPS observations and a
 LG1232.high-resolution geoid model.
 LG1232
 LG1232.GPS derived orthometric heights for airport stations designated as
 LG1232.PACS or SACS are published to 2 decimal places.  This maintains
 LG1232.centimeter relative accuracy between the PACS and SACS.  It does
 LG1232.not indicate centimeter accuracy relative to other marks which are
 LG1232.part of the published vertical control network.
 LG1232
 LG1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1232.GEOID18 height accuracy estimate available here.
 LG1232
 LG1232.Click photographs - Photos may exist for this station.
 LG1232
 LG1232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1232
 LG1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1232
 LG1232.The ellipsoidal height was determined by GPS observations
 LG1232.and is referenced to NAD 83.
 LG1232
 LG1232. The following values were computed from the NAD 83(2011) position.
 LG1232
 LG1232;                    North         East     Units Scale Factor Converg.
 LG1232;SPC NE       -    42,774.461   740,893.414   MT  0.99992227   +1 52 29.8
 LG1232;SPC NE       -   140,335.88  2,430,747.81   sFT  0.99992227   +1 52 29.8
 LG1232;UTM  14      - 4,449,680.630   655,731.935   MT  0.99989856   +1 10 49.9
 LG1232
 LG1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1232!SPC NE       -   0.99993386  x   0.99992227  =   0.99985613
 LG1232!UTM  14      -   0.99993386  x   0.99989856  =   0.99983242
 LG1232
 LG1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5573149680(NAD 83)
 LG1232
 LG1232|---------------------------------------------------------------------|
 LG1232| PID    Reference Object                     Distance      Geod. Az  |
 LG1232|                                                           dddmmss.s |
 LG1232| LG1241 FAIR AZ MK                          373.983 METERS 18031     |
 LG1232|---------------------------------------------------------------------|
 LG1232
 LG1232                          SUPERSEDED SURVEY CONTROL
 LG1232
 LG1232  NAD 83(2007)-  40 10 59.04436(N)    097 10 14.65837(W) AD(2002.00) 0
 LG1232  ELLIP H (02/10/07)  421.682  (m)                       GP(2002.00)    
 LG1232  ELLIP H (12/18/01)  421.687  (m)                       GP(       ) 4 2
 LG1232  NAD 83(1995)-  40 10 59.04420(N)    097 10 14.65744(W) AD(       ) 1
 LG1232  ELLIP H (08/21/98)  421.723  (m)                       GP(       ) 4 2
 LG1232  NAD 83(1995)-  40 10 59.04339(N)    097 10 14.65869(W) AD(       ) 1
 LG1232  ELLIP H (08/18/97)  421.693  (m)                       GP(       ) 4 1
 LG1232  NAD 83(1986)-  40 10 59.05064(N)    097 10 14.65604(W) AD(       ) 1
 LG1232  NGVD 29 (02/23/90)  448.44   (m)  RAPSU86  model used  GPS OBS        
 LG1232
 LG1232.Superseded values are not recommended for survey control.
 LG1232
 LG1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1232.See file dsdata.pdf to determine how the superseded data were derived.
 LG1232
 LG1232_MARKER: I = METAL ROD
 LG1232_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1232_STAMPING: OREGON TRAIL 1989
 LG1232_MARK LOGO: NGS
 LG1232_PROJECTION: FLUSH
 LG1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1232+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 LG1232_ROD/PIPE-DEPTH: 13.6 meters
 LG1232_SLEEVE-DEPTH  : 0.95 meters
 LG1232
 LG1232  HISTORY     - Date     Condition        Report By
 LG1232  HISTORY     - 1989     MONUMENTED       NGS
 LG1232  HISTORY     - 19950515 GOOD             NGS
 LG1232  HISTORY     - 19970522 GOOD             NGS
 LG1232  HISTORY     - 20100511 GOOD             INDIV
 LG1232
 LG1232                          STATION DESCRIPTION
 LG1232
 LG1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1232'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 LG1232'FAIRBURY, 1 KM (0.60 MI) EAST OF STATE HIGHWAY 15, AT THE FAIRBURY
 LG1232'MUNICIPAL AIRPORT, ALONG THE WEST PERIMETER FENCE, OUTSIDE THE AIRPORT
 LG1232'GROUNDS, ON A COUNTY ROAD RIGHT-OF-WAY.  OWNERSHIP--NE STATE DEPT OF
 LG1232'ROADS.
 LG1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LG1232'HIGHWAY 15 IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 2.50 KM
 LG1232'(1.55 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 1.2 KM
 LG1232'(0.75 MI) TO A DIRT CROSSROAD.  CONTINUE NORTH FOR 0.8 KM (0.50 MI) TO
 LG1232'A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG1232'THE STATION IS 9.4 M (30.8 FT) EAST-NORTHEAST OF THE APPROXIMATE ROAD
 LG1232'CENTER, 4.3 M (14.1 FT)  NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 LG1232'THE ENTRANCE ROAD, 1.8 M (5.9 FT) NORTHWEST OF A GATE POST AND 0.6 M
 LG1232'(2.0 FT) WEST OF A FENCE WITH A CARSONITE WITNESS POST.
 LG1232'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1232'DESCRIBED BY R.D.BALL.
 LG1232
 LG1232                          STATION RECOVERY (1995)
 LG1232
 LG1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1232'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 LG1232'(4.8 KM) NORTH-NORTHEAST OF FAIRBURY, AND AT THE FAIRBURY MUNICIPAL
 LG1232'AIRPORT ALONG THE WEST PERIMETER FENCE, ON COUNTY RIGHT-OF-WAY.
 LG1232'OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS.  TO REACH THE STATION FROM
 LG1232'THE INTERSECTION OF U.S. HIGHWAY 136 AND STATE HIGHWAY 15 IN FAIRBURY,
 LG1232'GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4 KM) TO A INTERSECTION,
 LG1232'TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD (GRAVEL) FOR 0.25 MI (0.40
 LG1232'KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND GO NORTH ON AIRPORT ROAD
 LG1232'FOR 0.45 MI (0.72 KM) TO AN INTERSECTION (714 ROAD), CONTINUE AHEAD
 LG1232'AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO A FIELD ENTRANCE
 LG1232'AND THE STATION ON THE RIGHT.  THE STATION IS 30.8 FT (9.4 M) EAST OF
 LG1232'THE ROAD CENTER, 14.1 FT (4.3 M) NORTH OF THE APPROXIMATE CENTER OF
 LG1232'THE FIELD ENTRANCE ROAD, 5.9 FT (1.8 M) NORTHWEST OF A GATE POST AND
 LG1232'2.0 FT (0.6 M) WEST OF A FENCE LINE AND A WITNESS POST.  THIS STATION
 LG1232'TO BE USED AS SACS.
 LG1232
 LG1232                          STATION RECOVERY (1997)
 LG1232
 LG1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CFS)
 LG1232'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 LG1232
 LG1232                          STATION RECOVERY (2010)
 LG1232
 LG1232'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JPH)
 LG1232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0506 ***********************************************************************
 MN0506  DESIGNATION -  ORLANDO
 MN0506  PID         -  MN0506
 MN0506  STATE/COUNTY-  NE/GARDEN
 MN0506  COUNTRY     -  US
 MN0506  USGS QUAD   -  BEAN LAKE (2017)
 MN0506
 MN0506                         *CURRENT SURVEY CONTROL
 MN0506  ______________________________________________________________________
 MN0506* NAD 83(1995) POSITION- 41 46 18.34321(N) 102 34 38.72254(W)   ADJUSTED
 MN0506* NAVD 88 ORTHO HEIGHT -  1224.    (meters)     4016.    (feet) SCALED
 MN0506  ______________________________________________________________________
 MN0506  GEOID HEIGHT    -        -19.305 (meters)                     GEOID18
 MN0506  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 MN0506  HORZ ORDER      -  SECOND
 MN0506
 MN0506.The horizontal coordinates were established by classical geodetic methods
 MN0506.and adjusted by the National Geodetic Survey in August 1997.
 MN0506
 MN0506.The orthometric height was scaled from a topographic map.
 MN0506
 MN0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0506.GEOID18 height accuracy estimate available here.
 MN0506
 MN0506.Click photographs - Photos may exist for this station.
 MN0506
 MN0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0506
 MN0506. The following values were computed from the NAD 83(1995) position.
 MN0506
 MN0506;                    North         East     Units Scale Factor Converg.
 MN0506;SPC NE       -   218,408.443   285,799.763   MT  0.99966933   -1 42 29.0
 MN0506;SPC NE       -   716,561.70    937,661.39   sFT  0.99966933   -1 42 29.0
 MN0506;UTM  13      - 4,627,272.374   701,354.276   MT  1.00009894   +1 36 51.8
 MN0506
 MN0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0506!SPC NE       -   0.99981116  x   0.99966933  =   0.99948055
 MN0506!UTM  13      -   0.99981116  x   1.00009894  =   0.99991008
 MN0506
 MN0506:                Primary Azimuth Mark                     Grid Az
 MN0506:SPC NE       -  ORLANDO AZ MK                            160 55 57.9
 MN0506:UTM  13      -  ORLANDO AZ MK                            157 36 37.1
 MN0506
 MN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0135427272(NAD 83)
 MN0506
 MN0506|---------------------------------------------------------------------|
 MN0506| PID    Reference Object                     Distance      Geod. Az  |
 MN0506|                                                           dddmmss.s |
 MN0506| CP7869 ORLANDO RM 1                         17.655 METERS 04825     |
 MN0506| CP7868 ORLANDO AZ MK                                      1591328.9 |
 MN0506| CP7870 ORLANDO RM 2                         12.719 METERS 31340     |
 MN0506|---------------------------------------------------------------------|
 MN0506
 MN0506                          SUPERSEDED SURVEY CONTROL
 MN0506
 MN0506  NAD 83(1993)-  41 46 18.34315(N)    102 34 38.72294(W) AD(       ) 2
 MN0506  NAD 83(1986)-  41 46 18.34186(N)    102 34 38.72530(W) AD(       ) 2
 MN0506  NAD 27      -  41 46 18.42400(N)    102 34 37.01400(W) AD(       ) 2
 MN0506
 MN0506.Superseded values are not recommended for survey control.
 MN0506
 MN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0506.See file dsdata.pdf to determine how the superseded data were derived.
 MN0506
 MN0506_MARKER: DS = TRIANGULATION STATION DISK
 MN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0506_STAMPING: ORLANDO 1946
 MN0506_MARK LOGO: CGS
 MN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0506+STABILITY: SURFACE MOTION
 MN0506
 MN0506  HISTORY     - Date     Condition        Report By
 MN0506  HISTORY     - 1946     MONUMENTED       CGS
 MN0506  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MN0506
 MN0506                          STATION DESCRIPTION
 MN0506
 MN0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0506'THE STATION IS ON THE HIGHEST POINT AND NEAR THE EASTERN
 MN0506'END OF A LOW SAND RIDGE.  IT IS NEAR THE CENTER OF THE EAST
 MN0506'HALF-SECTION AND APPROXIMATELY ON THE SECTION LINE BETWEEN
 MN0506'SECTIONS 19 AND 30 OF T. 21 N, R 45 W, AND ABOUT 18 MILES
 MN0506'NORTH-NORTHEAST OF LISCO.  IT PROJECTS 6 INCHES AND IS STAMPED
 MN0506'ORLANDO 1946.
 MN0506'
 MN0506'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MN0506'THE STATION, AND PROJECTS 8 INCHES.  IT IS STAMPED ORLANDO NO
 MN0506'1 1946.
 MN0506'
 MN0506'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET BELOW STATION
 MN0506'ELEVATION AND ON THE NORTHWEST SLOPE OF THE RIDGE.  IT PROJECTS
 MN0506'8 INCHES AND IS STAMPED ORLANDO NO 2 1946.
 MN0506'
 MN0506'AZIMUTH MARK IS 0.2 MILE EAST OF A SMALL LAKE, 21 FEET NORTH
 MN0506'OF THE CENTER OF A WIRE GATE, AND 15 FEET EAST OF THE CENTER
 MN0506'OF A TRACK ROAD.  IT PROJECTS 8 INCHES AND IS STAMPED ORLANDO
 MN0506'1946.
 MN0506'
 MN0506'TO REACH THE STATION FROM THE VILLAGE OF LISCO, DRIVE WEST
 MN0506'ON U.S. HIGHWAY NO. 26 FOR 0.25 MILE TO A T ROAD RIGHT, NORTH.
 MN0506'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD NORTH, THEN EAST
 MN0506'AND NORTH FOR 5.55 MILES TO A CROSSROAD.  TURN RIGHT, EAST,
 MN0506'AND CONTINUE FOR 1.0 MILE TO A T ROAD NORTH, JUST BEYOND A
 MN0506'SCHOOL BUILDING ON THE RIGHT.  TURN LEFT, NORTH, AND FOLLOW
 MN0506'GRADED ROAD FOR 6.25 MILES TO A CATTLE GUARD AND END OF GRADED
 MN0506'ROAD.  CONTINUE NORTH ON TRACK ROAD FOR 2.6 MILES TO A FORK.
 MN0506'TAKE RIGHT FORK AND CONTINUE FOR 2.0 MILE TO A FORK.  TAKE
 MN0506'LEFT FORK FOR 0.25 MILE TO A RANCH ON THE RIGHT.  CONTINUE
 MN0506'WEST ON MAIN TRACK ROAD FOR 1.7 MILES TO FORK.  TAKE RIGHT
 MN0506'FORK NORTHERLY ACROSS A SMALL MEADOW SWAMP FOR 0.15 MILE,
 MN0506'CROSS CATTLE GUARD AND CONTINUE ON TRACK ROAD, NORTHERLY,
 MN0506'FOR 2.25 MILES TO A CATTLE GUARD.  CONTINUE NORTH FOR 0.75
 MN0506'MILE TO A FENCE CORNER AND WIRE GATE ON THE RIGHT *(ABOUT
 MN0506'0.2 MILE WEST OF A SMALL LAKE).  TURN LEFT, LEAVING ROAD,
 MN0506'AND DRIVE NORTH-NORTHWEST UP STEEP GRASSY SLOPE FOR 0.4
 MN0506'MILE TO A POINT ABOUT 25 YARDS SOUTH OF THE HIGHEST POINT
 MN0506'AND THE STATION AS DESCRIBED.
 MN0506'
 MN0506'*AZIMUTH MARK IS ON THE RIGHT AS DESCRIBED ABOVE.
 MN0506
 MN0506                          STATION RECOVERY (1970)
 MN0506
 MN0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLM)
 MN0506'THE STATION AND SUBSURFACE MARKS WERE FOUND DESTROYED, ERODED
 MN0506'OUT BY THE WIND.  THE MARKS ARE AT THE BOTTOM OF A DEEP
 MN0506'SAND PIT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1365 ***********************************************************************
 LH1365  DESIGNATION -  ORLEANS
 LH1365  PID         -  LH1365
 LH1365  STATE/COUNTY-  NE/HARLAN
 LH1365  COUNTRY     -  US
 LH1365  USGS QUAD   -  ORLEANS (2017)
 LH1365
 LH1365                         *CURRENT SURVEY CONTROL
 LH1365  ______________________________________________________________________
 LH1365* NAD 83(1995) POSITION- 40 14 02.38089(N) 099 29 10.98134(W)   ADJUSTED
 LH1365* NAVD 88 ORTHO HEIGHT -   674.    (meters)     2211.    (feet) SCALED
 LH1365  ______________________________________________________________________
 LH1365  GEOID HEIGHT    -        -24.895 (meters)                     GEOID18
 LH1365  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 LH1365  HORZ ORDER      -  SECOND
 LH1365
 LH1365.The horizontal coordinates were established by classical geodetic methods
 LH1365.and adjusted by the National Geodetic Survey in August 1997.
 LH1365
 LH1365.The orthometric height was scaled from a topographic map.
 LH1365
 LH1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1365.GEOID18 height accuracy estimate available here.
 LH1365
 LH1365.Click photographs - Photos may exist for this station.
 LH1365
 LH1365.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1365
 LH1365. The following values were computed from the NAD 83(1995) position.
 LH1365
 LH1365;                    North         East     Units Scale Factor Converg.
 LH1365;SPC NE       -    44,616.783   543,705.078   MT  0.99990241   +0 20 25.3
 LH1365;SPC NE       -   146,380.23  1,783,805.74   sFT  0.99990241   +0 20 25.3
 LH1365;UTM  14      - 4,453,842.302   458,624.412   MT  0.99962107   -0 18 51.0
 LH1365
 LH1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1365!SPC NE       -   0.99989814  x   0.99990241  =   0.99980056
 LH1365!UTM  14      -   0.99989814  x   0.99962107  =   0.99951925
 LH1365
 LH1365:                Primary Azimuth Mark                     Grid Az
 LH1365:SPC NE       -  ORLEANS AZ MK RESET                      033 02 13.4
 LH1365:UTM  14      -  ORLEANS AZ MK RESET                      033 41 29.7
 LH1365
 LH1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5862453842(NAD 83)
 LH1365
 LH1365|---------------------------------------------------------------------|
 LH1365| PID    Reference Object                     Distance      Geod. Az  |
 LH1365|                                                           dddmmss.s |
 LH1365| CN9398 ORLEANS AZ MK RESET                                0332238.7 |
 LH1365| CN9397 ORLEANS AZ MK                                      0513435.1 |
 LH1365| CN9401 ORLEANS RM 3                         21.961 METERS 09130     |
 LH1365| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.11.2 KM 1640900.9 |
 LH1365| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX.11.3 KM 1662349.0 |
 LH1365| CN9399 ORLEANS RM 1                         18.149 METERS 16923     |
 LH1365| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX. 8.6 KM 1765317.5 |
 LH1365| LH1019 STAMFORD MUNICIPAL TANK             APPROX.14.3 KM 2190116.0 |
 LH1365| CN9400 ORLEANS RM 2                         21.640 METERS 27304     |
 LH1365|---------------------------------------------------------------------|
 LH1365
 LH1365                          SUPERSEDED SURVEY CONTROL
 LH1365
 LH1365  NAD 83(1986)-  40 14 02.38571(N)    099 29 10.98200(W) AD(       ) 2
 LH1365  NAD 27      -  40 14 02.34900(N)    099 29 09.60700(W) AD(       ) 2
 LH1365
 LH1365.Superseded values are not recommended for survey control.
 LH1365
 LH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1365.See file dsdata.pdf to determine how the superseded data were derived.
 LH1365
 LH1365_MARKER: DS = TRIANGULATION STATION DISK
 LH1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1365_STAMPING: ORLEANS 1951
 LH1365_MARK LOGO: CGS
 LH1365_PROJECTION: FLUSH
 LH1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1365+STABILITY: SURFACE MOTION
 LH1365
 LH1365  HISTORY     - Date     Condition        Report By
 LH1365  HISTORY     - 1951     MONUMENTED       CGS
 LH1365  HISTORY     - 1953     GOOD             CGS
 LH1365
 LH1365                          STATION DESCRIPTION
 LH1365
 LH1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1365'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A SCHOOLYARD,
 LH1365'ABOUT 8 MILES EAST-SOUTHEAST OF OXFORD AND 7.5 MILES
 LH1365'NORTH-NORTHWEST OF ORLEANS.  IT IS 32 FEET SOUTH OF THE CENTER
 LH1365'OF AN EAST-WEST DIRT ROAD AND 11.5 FEET WEST OF A FENCE CORNER
 LH1365'AND WITNESS POST.  IT IS STAMPED ORLEANS 1951 AND IS SET FLUSH.
 LH1365'
 LH1365'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE.  IT IS
 LH1365'STAMPED ORLEANS NO 1 1951 AND PROJECTS 6 INCHES.
 LH1365'
 LH1365'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF AN
 LH1365'EAST-WEST DIRT ROAD.  IT IS STAMPED ORLEANS NO 2 1951 AND IS SET
 LH1365'FLUSH.
 LH1365'
 LH1365'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1365'NO. 2 IS 102.9 FEET.
 LH1365'
 LH1365'THE AZIMUTH MARK IS LOCATED JUST SOUTH OF A TELEPHONE POLE AND
 LH1365'WITNESS POST, 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD
 LH1365'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1365'ORLEANS 1951 AND PROJECTS 5 INCHES.
 LH1365'
 LH1365'TO REACH THE STATION FROM THE POST OFFICE IN ORLEANS, GO NORTH
 LH1365'ON STATE HIGHWAY 89 FOR 0.25 MILE TO STATE HIGHWAY 3, TURN
 LH1365'LEFT AND GO WEST ON STATE HIGHWAYS 89 AND 3 FOR 0.5 MILE TO A
 LH1365'CROSSROAD.  AT THIS POINT LEAVE STATE HIGHWAY 89, TURN RIGHT
 LH1365'AND GO NORTHWEST ON STATE HIGHWAY 3 FOR 1.4 MILES TO A CROSSROAD.
 LH1365'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 5.9 MILES TO A
 LH1365'CROSSROAD, TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.3 MILE
 LH1365'TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1365'
 LH1365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LH1365'DIRT ROAD FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 LH1365'ON A DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LH1365'RIGHT AS DESCRIBED.
 LH1365'
 LH1365'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1365
 LH1365                          STATION RECOVERY (1953)
 LH1365
 LH1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LH1365'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1365'IN GOOD CONDITION.  ROAD CONSTRUCTION WOULD DESTROY THE AZIMUTH
 LH1365'MARK.  IT WAS MOVED AT THE REQUEST OF THE HARLAN COUNTY
 LH1365'SUPERVISOR, MR. ED MINTZMYER.  THE SCHOOLHOUSE HAS BEEN REMOVED
 LH1365'AND THE LAND HAS BEEN SOLD TO MR. CARL OTT WHO OWNS THE ADJOINING
 LH1365'PROPERTY.  REFERENCE MARK NO. 1 WAS MOVED AT HIS REQUEST AS HE
 LH1365'PLANS TO PUT THE SCHOOLYARD UNDER CULTIVATION.  A COMPLETE
 LH1365'NEW DESCRIPTION FOLLOWS.
 LH1365'
 LH1365'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF OXFORD AND
 LH1365'7 AND 1/2 MILES NORTH-NORTHWEST OF ORLEANS IN THE NE 1/4 SEC. 17,
 LH1365'T. 3 N., R. 19 W., 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1365'ROAD, AND 11.5 FEET WEST OF A FENCE CORNER AND A WHITE WITNESS
 LH1365'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LH1365'THE DISK IS STAMPED ORLEANS 1951.
 LH1365'
 LH1365'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF AN
 LH1365'EAST-WEST ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LH1365'GROUND AND THE DISK IS STAMPED ORLEANS NO 2 1951.
 LH1365'
 LH1365'REFERENCE MARK NO. 3 IS 61 FEET EAST OF A FENCE CORNER AND
 LH1365'WITNESS POST AND 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1365'ROAD IN A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LH1365'STAMPED ORLEANS NO 3 1951.
 LH1365'
 LH1365'AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF GRADED ROAD,
 LH1365'6 FEET SOUTH OF SOUTH GATE POST, AND 1 FOOT EAST OF FENCE.
 LH1365'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ORLEANS 1951
 LH1365'RESET 1953.
 LH1365'
 LH1365'TO REACH THE STATION FROM THE POST OFFICE IN ORLEANS, GO
 LH1365'NORTH ON STATE HIGHWAY 89 FOR 0.25 MILE TO STATE HIGHWAY 3.
 LH1365'TURN LEFT AND GO WEST ON STATE HIGHWAYS 3 AND 89 FOR 0.5
 LH1365'MILE TO CROSSROADS AND THE JUNCTION OF THESE TWO HIGHWAYS.  TURN
 LH1365'RIGHT AND GO NORTH-WEST ON STATE HIGHWAY 3 FOR 1.4 MILES TO A
 LH1365'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 5.9
 LH1365'MILES TO CROSSROADS.  TURN LEFT AND GO WEST FOR 0.3 MILE TO THE
 LH1365'STATION ON THE LEFT AS DESCRIBED.
 LH1365'
 LH1365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.3 MILE
 LH1365'TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO FARM
 LH1365'BUILDINGS OCCUPIED BY DEAN PEARSON ON THE RIGHT AND THE AZIMUTH
 LH1365'MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1363 ***********************************************************************
 LH1363  DESIGNATION -  ORLEANS CONSUM PWR DIST MAST
 LH1363  PID         -  LH1363
 LH1363  STATE/COUNTY-  NE/HARLAN
 LH1363  COUNTRY     -  US
 LH1363  USGS QUAD   -  ORLEANS (2017)
 LH1363
 LH1363                         *CURRENT SURVEY CONTROL
 LH1363  ______________________________________________________________________
 LH1363* NAD 83(1995) POSITION- 40 09 24.67202(N) 099 28 51.30476(W)   ADJUSTED
 LH1363  ______________________________________________________________________
 LH1363  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 LH1363  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 LH1363  HORZ ORDER      -  THIRD
 LH1363
 LH1363.The horizontal coordinates were established by classical geodetic methods
 LH1363.and adjusted by the National Geodetic Survey in August 1997.
 LH1363
 LH1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1363.GEOID18 height accuracy estimate available here.
 LH1363
 LH1363.Click photographs - Photos may exist for this station.
 LH1363
 LH1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1363
 LH1363. The following values were computed from the NAD 83(1995) position.
 LH1363
 LH1363;                    North         East     Units Scale Factor Converg.
 LH1363;SPC NE       -    36,054.771   544,221.588   MT  0.99993279   +0 20 38.4
 LH1363;SPC NE       -   118,289.69  1,785,500.33   sFT  0.99993279   +0 20 38.4
 LH1363;UTM  14      - 4,445,277.491   459,042.985   MT  0.99962065   -0 18 36.5
 LH1363
 LH1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5904245277(NAD 83)
 LH1363
 LH1363                          SUPERSEDED SURVEY CONTROL
 LH1363
 LH1363  NAD 83(1986)-  40 09 24.67641(N)    099 28 51.30517(W) AD(       ) 3
 LH1363  NAD 27      -  40 09 24.63900(N)    099 28 49.93400(W) AD(       ) 3
 LH1363
 LH1363.Superseded values are not recommended for survey control.
 LH1363
 LH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1363.See file dsdata.pdf to determine how the superseded data were derived.
 LH1363
 LH1363_MARKER: 42 = RADIO/TV MAST
 LH1363
 LH1363  HISTORY     - Date     Condition        Report By
 LH1363  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1363
 LH1363                          STATION DESCRIPTION
 LH1363
 LH1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1363'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL ABOUT
 LH1363'2.5 MILES NORTHWEST OF ORLEANS, 132 FEET WEST OF THE CENTER
 LH1363'OF A NORTH-SOUTH DIRT ROAD AND 6 FEET NORTH OF THE NORTH
 LH1363'SIDE OF A SMALL TIN BUILDING.
 LH1363'
 LH1363'IT IS A TRIANGULAR SHAPED STEEL STRUCTURE WITH A SMALL ANTENNA
 LH1363'AND A RED LIGHT ON THE TOP.  THE OVERALL HEIGHT IS 200 FEET.
 LH1363'
 LH1363'THE POINT OBSERVED UPON WAS THE TOP OF THE MAST.
 LH1363'
 LH1363'TO REACH THE STATION FROM THE POST OFFICE IN ORLEANS, GO
 LH1363'NORTH ON STATE HIGHWAY 78 FOR 0.25 MILE TO STATE HIGHWAY 3,
 LH1363'TURN LEFT AND GO WEST AND NORTHWEST ON STATE HIGHWAY 3 FOR
 LH1363'1.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT
 LH1363'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1364 ***********************************************************************
 LH1364  DESIGNATION -  ORLEANS MUNICIPAL STANDPIPE
 LH1364  PID         -  LH1364
 LH1364  STATE/COUNTY-  NE/HARLAN
 LH1364  COUNTRY     -  US
 LH1364  USGS QUAD   -  ORLEANS (2017)
 LH1364
 LH1364                         *CURRENT SURVEY CONTROL
 LH1364  ______________________________________________________________________
 LH1364* NAD 83(1995) POSITION- 40 08 11.71424(N) 099 27 01.27456(W)   ADJUSTED
 LH1364  ______________________________________________________________________
 LH1364  GEOID HEIGHT    -        -25.104 (meters)                     GEOID18
 LH1364  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 LH1364  HORZ ORDER      -  THIRD
 LH1364
 LH1364.The horizontal coordinates were established by classical geodetic methods
 LH1364.and adjusted by the National Geodetic Survey in August 1997.
 LH1364
 LH1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1364.GEOID18 height accuracy estimate available here.
 LH1364
 LH1364.Click photographs - Photos may exist for this station.
 LH1364
 LH1364.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1364
 LH1364. The following values were computed from the NAD 83(1995) position.
 LH1364
 LH1364;                    North         East     Units Scale Factor Converg.
 LH1364;SPC NE       -    33,820.761   546,839.659   MT  0.99994106   +0 21 51.3
 LH1364;SPC NE       -   110,960.28  1,794,089.78   sFT  0.99994106   +0 21 51.3
 LH1364;UTM  14      - 4,443,014.446   461,634.550   MT  0.99961812   -0 17 25.1
 LH1364
 LH1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6163443014(NAD 83)
 LH1364
 LH1364                          SUPERSEDED SURVEY CONTROL
 LH1364
 LH1364  NAD 83(1986)-  40 08 11.71869(N)    099 27 01.27506(W) AD(       ) 3
 LH1364  NAD 27      -  40 08 11.68200(N)    099 26 59.90800(W) AD(       ) 3
 LH1364
 LH1364.Superseded values are not recommended for survey control.
 LH1364
 LH1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1364.See file dsdata.pdf to determine how the superseded data were derived.
 LH1364
 LH1364_MARKER: 52 = STANDPIPE TANK
 LH1364_MARK LOGO: CGS
 LH1364
 LH1364  HISTORY     - Date     Condition        Report By
 LH1364  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1364  HISTORY     - 1951     GOOD             CGS
 LH1364  HISTORY     - 19830505 GOOD             NGS
 LH1364
 LH1364                          STATION DESCRIPTION
 LH1364
 LH1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1364'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE TOWN
 LH1364'OF ORLEANS, 186 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1364'STREET AND 159 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1364'
 LH1364'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP.  THE
 LH1364'OVERALL HEIGHT IS 85 FEET.
 LH1364'
 LH1364'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 LH1364
 LH1364                          STATION RECOVERY (1951)
 LH1364
 LH1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1364'RECOVERED IN GOOD CONDITION.
 LH1364
 LH1364                          STATION RECOVERY (1983)
 LH1364
 LH1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1367 ***********************************************************************
 LH1367  DESIGNATION -  ORLEANS ST MARYS CATH CH CROSS
 LH1367  PID         -  LH1367
 LH1367  STATE/COUNTY-  NE/HARLAN
 LH1367  COUNTRY     -  US
 LH1367  USGS QUAD   -  ORLEANS (2017)
 LH1367
 LH1367                         *CURRENT SURVEY CONTROL
 LH1367  ______________________________________________________________________
 LH1367* NAD 83(1995) POSITION- 40 08 07.24135(N) 099 27 19.01990(W)   ADJUSTED
 LH1367  ______________________________________________________________________
 LH1367  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 LH1367  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 LH1367  HORZ ORDER      -  THIRD
 LH1367
 LH1367.The horizontal coordinates were established by classical geodetic methods
 LH1367.and adjusted by the National Geodetic Survey in August 1997.
 LH1367
 LH1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1367.GEOID18 height accuracy estimate available here.
 LH1367
 LH1367.Click photographs - Photos may exist for this station.
 LH1367
 LH1367.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1367
 LH1367. The following values were computed from the NAD 83(1995) position.
 LH1367
 LH1367;                    North         East     Units Scale Factor Converg.
 LH1367;SPC NE       -    33,680.152   546,420.473   MT  0.99994157   +0 21 39.5
 LH1367;SPC NE       -   110,498.97  1,792,714.50   sFT  0.99994157   +0 21 39.5
 LH1367;UTM  14      - 4,442,878.680   461,213.921   MT  0.99961852   -0 17 36.5
 LH1367
 LH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6121342878(NAD 83)
 LH1367
 LH1367                          SUPERSEDED SURVEY CONTROL
 LH1367
 LH1367  NAD 83(1986)-  40 08 07.24582(N)    099 27 19.02021(W) AD(       ) 3
 LH1367  NAD 27      -  40 08 07.20600(N)    099 27 17.65300(W) AD(       ) 3
 LH1367
 LH1367.Superseded values are not recommended for survey control.
 LH1367
 LH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1367.See file dsdata.pdf to determine how the superseded data were derived.
 LH1367
 LH1367_MARKER: 91 = CHURCH CROSS
 LH1367
 LH1367  HISTORY     - Date     Condition        Report By
 LH1367  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1367
 LH1367                          STATION DESCRIPTION
 LH1367
 LH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1367'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF ORLEANS,
 LH1367'83 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET AND 68 FEET
 LH1367'WEST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1367'
 LH1367'IT IS A CROSS ON THE TOP OF A BELFRY WHICH IS AT THE SOUTHEAST
 LH1367'CORNER OF A CONCRETE CHURCH.  THE OVERALL HEIGHT IS 85 FEET.
 LH1367'
 LH1367'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE BELFRY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0402 ***********************************************************************
 NO0402  DESIGNATION -  ORMESHER
 NO0402  PID         -  NO0402
 NO0402  STATE/COUNTY-  NE/CHERRY
 NO0402  COUNTRY     -  US
 NO0402  USGS QUAD   -  THATCHER (2017)
 NO0402
 NO0402                         *CURRENT SURVEY CONTROL
 NO0402  ______________________________________________________________________
 NO0402* NAD 83(1995) POSITION- 42 47 40.38757(N) 100 29 04.46145(W)   ADJUSTED
 NO0402* NAVD 88 ORTHO HEIGHT -   847.    (meters)     2779.    (feet) SCALED
 NO0402  ______________________________________________________________________
 NO0402  GEOID HEIGHT    -        -21.830 (meters)                     GEOID18
 NO0402  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 NO0402  HORZ ORDER      -  SECOND
 NO0402
 NO0402.The horizontal coordinates were established by classical geodetic methods
 NO0402.and adjusted by the National Geodetic Survey in August 1997.
 NO0402
 NO0402.The orthometric height was scaled from a topographic map.
 NO0402
 NO0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0402.GEOID18 height accuracy estimate available here.
 NO0402
 NO0402.Click photographs - Photos may exist for this station.
 NO0402
 NO0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0402
 NO0402. The following values were computed from the NAD 83(1995) position.
 NO0402
 NO0402;                    North         East     Units Scale Factor Converg.
 NO0402;SPC NE       -   328,909.995   460,359.775   MT  0.99991227   -0 19 16.0
 NO0402;SPC NE       - 1,079,098.88  1,510,363.70   sFT  0.99991227   -0 19 16.0
 NO0402;UTM  14      - 4,739,069.268   378,591.488   MT  0.99978134   -1 00 31.3
 NO0402
 NO0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0402!SPC NE       -   0.99987056  x   0.99991227  =   0.99978284
 NO0402!UTM  14      -   0.99987056  x   0.99978134  =   0.99965193
 NO0402
 NO0402:                Primary Azimuth Mark                     Grid Az
 NO0402:SPC NE       -  X 228                                    340 14 06.2
 NO0402:UTM  14      -  X 228                                    340 55 21.5
 NO0402
 NO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7859139069(NAD 83)
 NO0402
 NO0402|---------------------------------------------------------------------|
 NO0402| PID    Reference Object                     Distance      Geod. Az  |
 NO0402|                                                           dddmmss.s |
 NO0402| CO3396 ORMESHER RM 1                        21.500 METERS 08351     |
 NO0402| CO3397 ORMESHER RM 2                        20.564 METERS 16148     |
 NO0402| NO0431 VALENTINE W MUNICIPAL TANK          APPROX.11.8 KM 3315210.5 |
 NO0402| NO0432 VALENTINE MUNICIPAL TANK            APPROX.11.8 KM 3315530.6 |
 NO0402| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.10.7 KM 3342841.8 |
 NO0402| NO0042 X 228                                              3395450.2 |
 NO0402|---------------------------------------------------------------------|
 NO0402
 NO0402                          SUPERSEDED SURVEY CONTROL
 NO0402
 NO0402  NAD 83(1986)-  42 47 40.38858(N)    100 29 04.47249(W) AD(       ) 2
 NO0402  NAD 27      -  42 47 40.37500(N)    100 29 03.00000(W) AD(       ) 2
 NO0402
 NO0402.Superseded values are not recommended for survey control.
 NO0402
 NO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0402.See file dsdata.pdf to determine how the superseded data were derived.
 NO0402
 NO0402_MARKER: DS = TRIANGULATION STATION DISK
 NO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0402_STAMPING: ORMESHER 1949
 NO0402_MARK LOGO: CGS
 NO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0402+STABILITY: SURFACE MOTION
 NO0402
 NO0402  HISTORY     - Date     Condition        Report By
 NO0402  HISTORY     - 1949     MONUMENTED       CGS
 NO0402
 NO0402                          STATION DESCRIPTION
 NO0402
 NO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0402'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHEAST OF
 NO0402'VALENTINE, 0.6 MILE SOUTH OF U.S. HIGHWAY NO. 20, 0.2 MILE
 NO0402'SOUTHWEST OF A WINDMILL, AND 1.0 FOOT EAST OF WITNESS POST.
 NO0402'IT IS ABOUT 0.1 MILE WEST OF THE HIGHEST POINT OF A RANGE OF
 NO0402'HILLS.  IT PROJECTS 3 INCHES AND IS STAMPED, ORMESHER 1949.
 NO0402'
 NO0402'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND IS
 NO0402'ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0402'3 INCHES AND IS STAMPED, ORMESHER NO 1 1949.
 NO0402'
 NO0402'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL AND IS
 NO0402'ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0402'3 INCHES AND IS STAMPED, ORMESHER NO 2 1949.
 NO0402'
 NO0402'AZIMUTH MARK IS BENCH MARK X 228.  IT IS SET IN THE TOP OF A
 NO0402'TEN INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 0.1
 NO0402'MILE NORTH OF U.S. HIGHWAY NO. 20, 95 FEET SOUTH OF THE SOUTH
 NO0402'RAIL OF THE RAILROAD, 57 FEET EAST OF THE CENTER OF A CATTLE
 NO0402'GUARD, 29 FEET WEST OF A TELEPHONE POLE, AND 1.0 FOOT NORTH OF A
 NO0402'RIGHT-OF-WAY FENCE.  IT IS STAMPED, X 228 1946.
 NO0402'
 NO0402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20
 NO0402'AND NO. 83 IN VALENTINE, GO SOUTH-SOUTHEAST ON U.S. HIGHWAYS NO.
 NO0402'20 AND NO. 83 FOR 5.5 MILES TO THEIR JUNCTION, TAKE LEFT FORK
 NO0402'AND GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.0 MILE, (AZIMUTH MARK
 NO0402'IS 0.1 MILE NORTH OF THIS POINT), TURN RIGHT THROUGH A WIRE GATE
 NO0402'INTO A MEADOW AND FOLLOW TRACK ROAD SOUTHWEST FOR 0.6 MILE TO
 NO0402'A WIRE GATE IN AN EAST-WEST FENCE, GO THROUGH GATE AND TURN
 NO0402'LEFT AND GO EASTERLY FOR 0.6 MILE TO THE SUMMIT OF A PROMINENT
 NO0402'SAND HILL AND THE STATION.
 NO0402'
 NO0402'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1467 ***********************************************************************
 MK1467  DESIGNATION -  OSCEOLA
 MK1467  PID         -  MK1467
 MK1467  STATE/COUNTY-  NE/POLK
 MK1467  COUNTRY     -  US
 MK1467  USGS QUAD   -  OSCEOLA (2017)
 MK1467
 MK1467                         *CURRENT SURVEY CONTROL
 MK1467  ______________________________________________________________________
 MK1467* NAD 83(1995) POSITION- 41 14 51.61057(N) 097 33 21.32160(W)   ADJUSTED
 MK1467* NAVD 88 ORTHO HEIGHT -   520.896 (meters)     1708.97  (feet) ADJUSTED
 MK1467  ______________________________________________________________________
 MK1467  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 MK1467  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 MK1467  DYNAMIC HEIGHT  -        520.649 (meters)     1708.16  (feet) COMP
 MK1467  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 MK1467
 MK1467  HORZ ORDER      -  FIRST
 MK1467  VERT ORDER      -  SECOND    CLASS 0
 MK1467
 MK1467.The horizontal coordinates were established by classical geodetic methods
 MK1467.and adjusted by the National Geodetic Survey in August 1997.
 MK1467
 MK1467.The orthometric height was determined by differential leveling and
 MK1467.adjusted by the NATIONAL GEODETIC SURVEY
 MK1467.in June 1991.
 MK1467
 MK1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1467.GEOID18 height accuracy estimate available here.
 MK1467
 MK1467.Click photographs - Photos may exist for this station.
 MK1467
 MK1467.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1467
 MK1467.The dynamic height is computed by dividing the NAVD 88
 MK1467.geopotential number by the normal gravity value computed on the
 MK1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1467.degrees latitude (g = 980.6199 gals.).
 MK1467
 MK1467.The modeled gravity was interpolated from observed gravity values.
 MK1467
 MK1467. The following values were computed from the NAD 83(1995) position.
 MK1467
 MK1467;                    North         East     Units Scale Factor Converg.
 MK1467;SPC NE       -   159,921.862   704,766.088   MT  0.99966869   +1 37 10.9
 MK1467;SPC NE       -   524,676.98  2,312,220.07   sFT  0.99966869   +1 37 10.9
 MK1467;UTM  14      - 4,567,256.751   620,995.061   MT  0.99978017   +0 57 08.0
 MK1467
 MK1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1467!SPC NE       -   0.99992231  x   0.99966869  =   0.99959102
 MK1467!UTM  14      -   0.99992231  x   0.99978017  =   0.99970249
 MK1467
 MK1467:                Primary Azimuth Mark                     Grid Az
 MK1467:SPC NE       -  OSCEOLA AZ MK 2                          227 44 28.5
 MK1467:UTM  14      -  OSCEOLA AZ MK 2                          228 24 31.4
 MK1467
 MK1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2099567256(NAD 83)
 MK1467
 MK1467|---------------------------------------------------------------------|
 MK1467| PID    Reference Object                     Distance      Geod. Az  |
 MK1467|                                                           dddmmss.s |
 MK1467| MK1469 OSCEOLA RM 1                         43.458 METERS 00540     |
 MK1467| MK1903 DUNCAN MUNICIPAL TANK               APPROX.17.0 KM 0174511.3 |
 MK1467| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.25.7 KM 0391059.9 |
 MK1467| MK1896 COLUMBUS NW PWR LT CO SMOKESTK      APPROX.25.7 KM 0391245.1 |
 MK1467| MK1891 SHELBY MUNICIPAL TANK               APPROX.12.3 KM 1183320.4 |
 MK1467| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX. 7.4 KM 1740151.5 |
 MK1467| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX.15.2 KM 1924314.7 |
 MK1467| MK1468 OSCEOLA RM 2                         19.706 METERS 21344     |
 MK1467| CN9405 OSCEOLA AZ MK                                      2261911.1 |
 MK1467| CN9406 OSCEOLA AZ MK 2                                    2292139.4 |
 MK1467| MK1921 CLARKS ELEV                         APPROX.24.0 KM 2610526.9 |
 MK1467|---------------------------------------------------------------------|
 MK1467
 MK1467                          SUPERSEDED SURVEY CONTROL
 MK1467
 MK1467  NAD 83(1986)-  41 14 51.61983(N)    097 33 21.32523(W) AD(       ) 1
 MK1467  NAD 27      -  41 14 51.56700(N)    097 33 20.14400(W) AD(       ) 1
 MK1467  NGVD 29 (??/??/92)  520.696  (m)         1708.32   (f) ADJ UNCH    2 0
 MK1467  NGVD 29             520.70   (m)         1708.3    (f) LEVELING    3  
 MK1467
 MK1467.Superseded values are not recommended for survey control.
 MK1467
 MK1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1467.See file dsdata.pdf to determine how the superseded data were derived.
 MK1467
 MK1467_MARKER: DS = TRIANGULATION STATION DISK
 MK1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1467_STAMPING: OSCEOLA 1930
 MK1467_MARK LOGO: CGS
 MK1467_PROJECTION: RECESSED 30 CENTIMETERS
 MK1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1467+STABILITY: SURFACE MOTION
 MK1467
 MK1467  HISTORY     - Date     Condition        Report By
 MK1467  HISTORY     - 1930     MONUMENTED       CGS
 MK1467  HISTORY     - 1933     GOOD             NEGS
 MK1467  HISTORY     - 1950     GOOD             CGS
 MK1467  HISTORY     - 1950     GOOD             CGS
 MK1467  HISTORY     - 1951     GOOD             CGS
 MK1467  HISTORY     - 1966     GOOD             CGS
 MK1467
 MK1467                          STATION DESCRIPTION
 MK1467
 MK1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1467'STATION IS ABOUT 4-3/4 MILES N AND 1/3 MILE W OF OSCEOLA, IN THE
 MK1467'NW 1/4 OF SEC. 28, T 15 N, R 2 W, ON LAND OWNED AND OCCUPIED BY
 MK1467'FRED DUNN.  THE STATION IS ON THE HIGHEST POINT OF THE PASTURE
 MK1467'LAND ABOUT 600 FEET N OF MR. DUNNS HOUSE.  IT IS 17.18 METERS
 MK1467'FROM THE S FENCE LINE AND 4.48 METERS FROM THE E FENCE LINE.
 MK1467'
 MK1467'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1467'DISKS SET IN CONCRETE.
 MK1467'
 MK1467'REFERENCE MARK NO. 1 IS IN THIS PASTURE LAND 0.45 METER FROM
 MK1467'THE E FENCE LINE AND 43.47 METERS FROM THE STATION.  REFERENCE
 MK1467'MARK NO. 2 IS IN THIS PASTURE LAND 0.45 METER FROM THE S FENCE
 MK1467'LINE, 15.07 METERS FROM THE E FENCE LINE AND 19.74 METERS FROM
 MK1467'THE STATION.
 MK1467'
 MK1467'TO REACH FROM OSCEOLA, GO W FROM THE COURTHOUSE ABOUT 1/8 MILE
 MK1467'AND THEN N ABOUT 1.9 MILES, TURN W 0.5 MILE, THEN N 2.7 MILES
 MK1467'AND MR. DUNNS HOUSE WILL BE ABOUT 0.2 MILE E OF THIS POINT.
 MK1467'
 MK1467'TO REACH FROM SILVER CREEK GO S ON HIGHWAY 39 FOR 3.6 MILES, THEN
 MK1467'E 1 MILE, S 1 MILE, E 3 MILES, S 1 MILE, E 1 MILE, AND THEN N ABOUT
 MK1467'0.7 MILE TO MR. DUNNS HOUSE WHICH IS ABOUT 0.2 MILE E OF THIS
 MK1467'POINT.
 MK1467'
 MK1467'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 MK1467
 MK1467                          STATION RECOVERY (1933)
 MK1467
 MK1467'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1933
 MK1467'STATION IS ABOUT 4-3/4 MILES N AND 1/3 MILE W OF OSCEOLA, THE
 MK1467'ORIGINAL DESCRIPTION STILL BEING APPLICABLE.  THE BRONZE DISK OF
 MK1467'REFERENCE MARK NO. 1 HAS BEEN BATTERED TO THE EXTENT THAT IT
 MK1467'CAN NOT BE READ.
 MK1467
 MK1467                          STATION RECOVERY (1950)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1467'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MK1467'BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION
 MK1467'TO THE REFERENCE MARKS.  TWO ATTEMPTS WERE MADE AND THE RESULTS
 MK1467'MEANED.  AN AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW
 MK1467'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 5 MILES NORTH
 MK1467'NORTHWEST OF OSCEOLA ON THE HIGHEST POINT IN A CULTIVATED FIELD.
 MK1467'STATION IS ABOUT 1200 FEET NORTH OF FARM HOUSE, 60 FEET NORTH
 MK1467'NORTHWEST OF FENCE CORNER AND 15 FEET WEST OF FENCE AND
 MK1467'WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 MK1467'AND THE DISK IS STAMPED OSCEOLA 1930.
 MK1467'
 MK1467'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE.  THE MARK IS FLUSH
 MK1467'WITH THE GROUND AND THE DISK IS STAMPED OSCEOLA NO 1 1930.
 MK1467'
 MK1467'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF FENCE.  THE MARK PROJECTS
 MK1467'ABOUT 3 INCHES AND THE DISK IS STAMPED OSCEOLA NO 2 1930.
 MK1467'
 MK1467'AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MK1467'GRAVEL ROAD, 1.5 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 MK1467'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MK1467'OSCEOLA 1950.
 MK1467'
 MK1467'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE
 MK1467'IN OSCEOLA GO WEST FOR 0.15 MILE TO HIGHWAY.  TURN RIGHT AND
 MK1467'GO NORTH ON GRAVEL ROAD FOR 1.9 MILE TO T ROAD.  TURN LEFT AND
 MK1467'GO WEST FOR 0.5 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH FOR
 MK1467'2.7 MILES TO DRIVEWAY ON RIGHT AND AZIMUTH MARK ON LEFT AS
 MK1467'DESCRIBED.  TURN RIGHT AND GO EAST ON DRIVEWAY FOR 0.2 MILE TO
 MK1467'FARMHOUSE.  PASS TO EAST OF BARN AND GO NORTH ALONG FENCELINE
 MK1467'FOR ABOUT 1200 FEET TO STATION AS DESCRIBED.
 MK1467'
 MK1467'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 MK1467
 MK1467                          STATION RECOVERY (1950)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1467'10.4 MI SE FROM SILVER CREEK.
 MK1467'3.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1467'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1467'THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.15 MILE EAST
 MK1467'ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD ROAD,
 MK1467'IN A PASTURE ON THE FRED DUNN FARM, 56.4 FEET NORTH OF AN EAST
 MK1467'AND WEST FENCE, 14.7 FEET WEST OF A NORTH AND SOUTH FENCE, 142.6
 MK1467'FEET SOUTHWEST OF OSCEOLA R.M. 1, 64.8 FEET NORTHEAST OF OSCEOLA
 MK1467'R.M. 2, 15 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1467'CONCRETE POST WHICH IS 1.5 FEET BELOW THE TOP OF THE GROUND.
 MK1467
 MK1467                          STATION RECOVERY (1951)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MK1467'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 MK1467'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ARE IN
 MK1467'GOOD CONDITION.  THE AZIMUTH MARK WAS REMOVED AS REQUESTED BY
 MK1467'THE COUNTY ROAD COMMISSION AND A NEW ONE WAS ESTABLISHED BY THIS
 MK1467'PARTY.  ITS NEW SITE IS 98.30 FEET NORTHWEST OF THE ORIGINAL
 MK1467'1950 LOCATION.
 MK1467'
 MK1467'THE AZIMUTH MARK IS LOCATED NEAR THE HIGHEST POINT OF A CUT BANK,
 MK1467'30 FEET WEST FROM THE CENTER OF THE ROAD, 1 FOOT NORTH OF A
 MK1467'WITNESS POST, AND IS SET IN THE NORTH-SOUTH FENCE LINE.  IT IS
 MK1467'STAMPED OSCEOLA 1951 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1467
 MK1467                          STATION RECOVERY (1966)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1467'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A DIFFERENCE
 MK1467'OF 0.047 METERS WAS NOTED IN THE DISTANCE TO REFERENCE MARK NUMBER
 MK1467'2.
 MK1467'
 MK1467'THE LAND ON WHICH THE STATION IS ESTABLISHED IS NOW OCCUPIED BY A
 MK1467'MR. DALE DUNN.
 MK1467'
 MK1467'STATION MARK DISK IS STAMPED OSCEOLA 1930 AND THE MARK IS ABOUT 12
 MK1467'INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 106 FEET
 MK1467'SOUTH-SOUTHWEST OF THE NORTH GATE POST OF A METAL GATE, 58.9 FEET
 MK1467'NORTH-NORTHWEST OF THE EAST END OF A GATE WHICH IS AT A T-FENCE
 MK1467'CORNER, ABOUT 48 FEET WEST OF THE CENTER OF A FIELD ROAD, 15.1
 MK1467'FEET WEST OF A METAL WITNESS POST AND FENCELINE.
 MK1467'
 MK1467'REFERENCE MARK NUMBER 1 DISK IS STAMPED OSCEOLA NO 1 AND THE DATE IS
 MK1467'NOT READABLE.  MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 MK1467'IS 77 FEET SOUTH OF THE SOUTH EDGE OF A SHALLOW RAVINE AND 19.6 FEET
 MK1467'NORTH-NORTHWEST OF THE NORTH GATE POST OF THE METAL GATE.
 MK1467'
 MK1467'REFERENCE MARK NUMBER 2 DISK IS STAMPED OSCEOLA 1930 NO 2 AND THE
 MK1467'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 51.0 FEET WEST OF A
 MK1467'NORTH-SOUTH FENCELINE AND 1.6 FEET NORTH OF A EAST-WEST
 MK1467'FENCELINE.
 MK1467'
 MK1467'AZIMUTH MARK DISK IS STAMPED OSCEOLA 1951 AND THE MARK IS FLUSH WITH
 MK1467'THE SURFACE OF THE GROUND.  MARK IS 95.0 FEET NORTH OF THE CENTER
 MK1467'OFA METAL GATE, 85.1 FEET SOUTH OF A POWERLINE POLE, 1.4 FEET SOUTH
 MK1467'OF A METAL WITNESS POST, 2 INCHES EAST OF A NORTH-SOUTH FENCELINE,
 MK1467'59.2 FEET NORTHWEST OF A POST AND MAILBOX WHICH BELONGS TO MR.
 MK1467'DALE DUNN AND THE MAILBOX IS IN THE CENTER OF A NORTH-SOUTH
 MK1467'GRAVELED ROAD AND A GRAVELED DRIVEWAY WHICH LEADS EAST TO THE FARM
 MK1467'HOME OF MR. DUNN.
 MK1467'
 MK1467'STATION IS REACHED FROM THE NORTHWEST CORNER OF THE SQUARE IN
 MK1467'OSCEOLA.  GO NORTHWESTERLY FOR 0.15 MILE TO A RAILROAD CROSSING AND
 MK1467'JUNCTION OF U.S. HIGHWAYS 81, 30 ALTERNATE AND STATE HIGHWAY 92.
 MK1467'TURN LEFT AND GO WEST ON THE HIGHWAYS FOR 0.6 MILE TO A CROSSROAD.
 MK1467'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 4.5 MILES TO MR.
 MK1467'DUNNS DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT ABOUT 9
 MK1467'FEET HIGHER ELEVATION THAN THE ROAD.  TURN RIGHT AND GO EAST ON
 MK1467'THE DRIVEWAY FOR 0.2 MILE TO THE FARM HOME.  PASS TO THE LEFT
 MK1467'OF THE HOUSE AND PROCEED NORTH ON A FARM ROAD, ALONG A NORTH-SOUTH
 MK1467'FENCELINE FOR ABOUT 0.15 MILE TO STATION MARK ON LEFT, INSIDE A
 MK1467'PASTURE, AS DESCRIBED.
 MK1467'
 MK1467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 MK1467'OSCEOLA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1912 ***********************************************************************
 MK1912  DESIGNATION -  OSCEOLA MUNICIPAL STANDPIPE
 MK1912  PID         -  MK1912
 MK1912  STATE/COUNTY-  NE/POLK
 MK1912  COUNTRY     -  US
 MK1912  USGS QUAD   -  OSCEOLA (2017)
 MK1912
 MK1912                         *CURRENT SURVEY CONTROL
 MK1912  ______________________________________________________________________
 MK1912* NAD 83(1995) POSITION- 41 10 51.54037(N) 097 32 48.09732(W)   ADJUSTED
 MK1912  ______________________________________________________________________
 MK1912  GEOID HEIGHT    -        -25.726 (meters)                     GEOID18
 MK1912  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 MK1912  HORZ ORDER      -  THIRD
 MK1912
 MK1912.The horizontal coordinates were established by classical geodetic methods
 MK1912.and adjusted by the National Geodetic Survey in August 1997.
 MK1912
 MK1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1912.GEOID18 height accuracy estimate available here.
 MK1912
 MK1912.Click photographs - Photos may exist for this station.
 MK1912
 MK1912.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1912
 MK1912. The following values were computed from the NAD 83(1995) position.
 MK1912
 MK1912;                    North         East     Units Scale Factor Converg.
 MK1912;SPC NE       -   152,543.139   705,749.142   MT  0.99967458   +1 37 32.9
 MK1912;SPC NE       -   500,468.62  2,315,445.31   sFT  0.99967458   +1 37 32.9
 MK1912;UTM  14      - 4,559,866.253   621,892.106   MT  0.99978286   +0 57 25.3
 MK1912
 MK1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2189259866(NAD 83)
 MK1912
 MK1912                          SUPERSEDED SURVEY CONTROL
 MK1912
 MK1912  NAD 83(1986)-  41 10 51.54883(N)    097 32 48.10039(W) AD(       ) 3
 MK1912  NAD 27      -  41 10 51.49300(N)    097 32 46.92200(W) AD(       ) 3
 MK1912
 MK1912.Superseded values are not recommended for survey control.
 MK1912
 MK1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1912.See file dsdata.pdf to determine how the superseded data were derived.
 MK1912
 MK1912_MARKER: 52 = STANDPIPE TANK
 MK1912
 MK1912  HISTORY     - Date     Condition        Report By
 MK1912  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1912  HISTORY     - 20040809 GOOD             USPSQD
 MK1912
 MK1912                          STATION DESCRIPTION
 MK1912
 MK1912'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 MK1912'STATION FOUND GOOD. SITE IS NORTH OF NEBRASKA STREET, EAST OF N. MAIN
 MK1912'STREET ON THE TOP OF A HILL IN NORTHEAST OSCEOLA.  IT IS A WHITE
 MK1912'STANDPIPE WITH BLACK LETTERS OSCEOLA PAINTED VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1469 ***********************************************************************
 MK1469  DESIGNATION -  OSCEOLA RM 1
 MK1469  PID         -  MK1469
 MK1469  STATE/COUNTY-  NE/POLK
 MK1469  COUNTRY     -  US
 MK1469  USGS QUAD   -  OSCEOLA (2017)
 MK1469
 MK1469                         *CURRENT SURVEY CONTROL
 MK1469  ______________________________________________________________________
 MK1469* NAD 83(1986) POSITION- 41 14 53.01   (N) 097 33 21.14   (W)   HD_HELD1
 MK1469* NAVD 88 ORTHO HEIGHT -   519.650 (meters)     1704.89  (feet) ADJUSTED
 MK1469  ______________________________________________________________________
 MK1469  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 MK1469  DYNAMIC HEIGHT  -        519.403 (meters)     1704.07  (feet) COMP
 MK1469  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 MK1469
 MK1469  VERT ORDER      -  SECOND    CLASS 0
 MK1469
 MK1469.The horizontal coordinates were determined by differentially corrected
 MK1469.hand held GPS observations or other comparable positioning techniques
 MK1469.and have an estimated accuracy of +/- 3 meters.
 MK1469
 MK1469.The orthometric height was determined by differential leveling and
 MK1469.adjusted by the NATIONAL GEODETIC SURVEY
 MK1469.in June 1991.
 MK1469
 MK1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1469.GEOID18 height accuracy estimate available here.
 MK1469
 MK1469.Click photographs - Photos may exist for this station.
 MK1469
 MK1469.The dynamic height is computed by dividing the NAVD 88
 MK1469.geopotential number by the normal gravity value computed on the
 MK1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1469.degrees latitude (g = 980.6199 gals.).
 MK1469
 MK1469.The modeled gravity was interpolated from observed gravity values.
 MK1469
 MK1469;                    North         East    Units  Estimated Accuracy
 MK1469;SPC NE       -   159,965.1     704,769.1     MT  (+/- 3 meters HH1 GPS) 
 MK1469
 MK1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2099867299(NAD 83)
 MK1469
 MK1469                          SUPERSEDED SURVEY CONTROL
 MK1469
 MK1469  NGVD 29 (??/??/92)  519.449  (m)         1704.23   (f) ADJ UNCH    2 0
 MK1469
 MK1469.Superseded values are not recommended for survey control.
 MK1469
 MK1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1469.See file dsdata.pdf to determine how the superseded data were derived.
 MK1469
 MK1469_MARKER: DR = REFERENCE MARK DISK
 MK1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1469_STAMPING: OSCEOLA NO 1 1930
 MK1469_MARK LOGO: CGS
 MK1469_PROJECTION: FLUSH
 MK1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1469+STABILITY: SURFACE MOTION
 MK1469
 MK1469  HISTORY     - Date     Condition        Report By
 MK1469  HISTORY     - 1930     MONUMENTED       CGS
 MK1469  HISTORY     - 1950     GOOD             CGS
 MK1469
 MK1469                          STATION DESCRIPTION
 MK1469
 MK1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1469'10.4 MI SE FROM SILVER CREEK.
 MK1469'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1469'AT SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1469'THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.15 MILE
 MK1469'EAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD
 MK1469'ROAD, IN A PASTURE ON THE FRED DUNN FARM, 142.6 FEET NORTHEAST
 MK1469'OF TRIANGULATION STATION OSCELA 1930, ALONG A NORTH AND SOUTH
 MK1469'FENCE, 15 FEET NORTH OF THE NORTH END OF A GATE, SET IN THE
 MK1469'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1468 ***********************************************************************
 MK1468  DESIGNATION -  OSCEOLA RM 2
 MK1468  PID         -  MK1468
 MK1468  STATE/COUNTY-  NE/POLK
 MK1468  COUNTRY     -  US
 MK1468  USGS QUAD   -  OSCEOLA (2017)
 MK1468
 MK1468                         *CURRENT SURVEY CONTROL
 MK1468  ______________________________________________________________________
 MK1468* NAD 83(1986) POSITION- 41 14 51.08   (N) 097 33 21.79   (W)   HD_HELD1
 MK1468* NAVD 88 ORTHO HEIGHT -   520.309 (meters)     1707.05  (feet) ADJUSTED
 MK1468  ______________________________________________________________________
 MK1468  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 MK1468  DYNAMIC HEIGHT  -        520.062 (meters)     1706.24  (feet) COMP
 MK1468  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 MK1468
 MK1468  VERT ORDER      -  SECOND    CLASS 0
 MK1468
 MK1468.The horizontal coordinates were determined by differentially corrected
 MK1468.hand held GPS observations or other comparable positioning techniques
 MK1468.and have an estimated accuracy of +/- 3 meters.
 MK1468
 MK1468.The orthometric height was determined by differential leveling and
 MK1468.adjusted by the NATIONAL GEODETIC SURVEY
 MK1468.in June 1991.
 MK1468
 MK1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1468.GEOID18 height accuracy estimate available here.
 MK1468
 MK1468.Click photographs - Photos may exist for this station.
 MK1468
 MK1468.The dynamic height is computed by dividing the NAVD 88
 MK1468.geopotential number by the normal gravity value computed on the
 MK1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1468.degrees latitude (g = 980.6199 gals.).
 MK1468
 MK1468.The modeled gravity was interpolated from observed gravity values.
 MK1468
 MK1468;                    North         East    Units  Estimated Accuracy
 MK1468;SPC NE       -   159,905.2     704,755.7     MT  (+/- 3 meters HH1 GPS) 
 MK1468
 MK1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2098467240(NAD 83)
 MK1468
 MK1468                          SUPERSEDED SURVEY CONTROL
 MK1468
 MK1468  NGVD 29 (??/??/92)  520.109  (m)         1706.39   (f) ADJ UNCH    2 0
 MK1468
 MK1468.Superseded values are not recommended for survey control.
 MK1468
 MK1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1468.See file dsdata.pdf to determine how the superseded data were derived.
 MK1468
 MK1468_MARKER: DR = REFERENCE MARK DISK
 MK1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1468_STAMPING: OSCEOLA NO 2 1930
 MK1468_MARK LOGO: CGS
 MK1468_PROJECTION: FLUSH
 MK1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1468+STABILITY: SURFACE MOTION
 MK1468
 MK1468  HISTORY     - Date     Condition        Report By
 MK1468  HISTORY     - 1930     MONUMENTED       CGS
 MK1468  HISTORY     - 1950     GOOD             CGS
 MK1468
 MK1468                          STATION DESCRIPTION
 MK1468
 MK1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1468'10.4 MI SE FROM SILVER CREEK.
 MK1468'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1468'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1468'1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.15 MILE EAST ALONG
 MK1468'A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD ROAD, IN A
 MK1468'PASTURE ON THE FRED DUNN FARM, 64.8 SOUTHWEST OF TRIANGULATION
 MK1468'STATION OSCEOLA 1930, 49 FEET WEST OF A NORTH AND SOUTH FENCE,
 MK1468'1.5 FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 MK1468'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0427 ***********************************************************************
 MM0427  DESIGNATION -  OSGOOD RESET
 MM0427  PID         -  MM0427
 MM0427  STATE/COUNTY-  NE/LINCOLN
 MM0427  COUNTRY     -  US
 MM0427  USGS QUAD   -  LAKE MALONEY (2017)
 MM0427
 MM0427                         *CURRENT SURVEY CONTROL
 MM0427  ______________________________________________________________________
 MM0427* NAD 83(1995) POSITION- 41 04 42.36780(N) 100 45 39.87124(W)   ADJUSTED
 MM0427* NAVD 88 ORTHO HEIGHT -   924.9   (meters)     3034.    (feet) VERTCON
 MM0427  ______________________________________________________________________
 MM0427  GEOID HEIGHT    -        -22.304 (meters)                     GEOID18
 MM0427  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 MM0427  HORZ ORDER      -  SECOND
 MM0427
 MM0427.The horizontal coordinates were established by classical geodetic methods
 MM0427.and adjusted by the National Geodetic Survey in August 1997.
 MM0427
 MM0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0427
 MM0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0427.GEOID18 height accuracy estimate available here.
 MM0427
 MM0427.Click photographs - Photos may exist for this station.
 MM0427
 MM0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0427
 MM0427. The following values were computed from the NAD 83(1995) position.
 MM0427
 MM0427;                    North         East     Units Scale Factor Converg.
 MM0427;SPC NE       -   138,520.269   436,063.647   MT  0.99968625   -0 30 15.7
 MM0427;SPC NE       -   454,461.92  1,430,652.15   sFT  0.99968625   -0 30 15.7
 MM0427;UTM  14      - 4,548,958.378   352,063.359   MT  0.99986936   -1 09 26.6
 MM0427
 MM0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0427!SPC NE       -   0.99985845  x   0.99968625  =   0.99954474
 MM0427!UTM  14      -   0.99985845  x   0.99986936  =   0.99972782
 MM0427
 MM0427:                Primary Azimuth Mark                     Grid Az
 MM0427:SPC NE       -  OSGOOD AZ MK RESET                       331 37 33.7
 MM0427:UTM  14      -  OSGOOD AZ MK RESET                       332 16 44.6
 MM0427
 MM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5206348958(NAD 83)
 MM0427
 MM0427|---------------------------------------------------------------------|
 MM0427| PID    Reference Object                     Distance      Geod. Az  |
 MM0427|                                                           dddmmss.s |
 MM0427| MM0414 N PLATTE PAWNEE HOTEL PENTHSE       APPROX. 6.6 KM 0001251.0 |
 MM0427| MM0415 N PLATTE CITY POLICE RAD MAST       APPROX. 7.0 KM 0022606.9 |
 MM0427| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX.12.5 KM 0042956.1 |
 MM0427| MM0416 NORTH PLATTE PUB SERV CO CHIM       APPROX. 6.7 KM 0043352.7 |
 MM0427| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX. 0.9 KM 0091138.0 |
 MM0427| MM0406 TANK NEAR CHIM E OF N PLATTE        APPROX. 7.6 KM 0135321.3 |
 MM0427| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 7.6 KM 0140314.1 |
 MM0427| MM0404 NORTH PLATTE MUN AIRPORT BCN        APPROX. 7.2 KM 0394905.4 |
 MM0427| MM0410 PUMPING STA TANK E OF N PLATTE      APPROX. 8.7 KM 0400858.3 |
 MM0427| MM0402 NORTH PLATTE RAD RNG CEN MAST       APPROX. 5.4 KM 0774853.5 |
 MM0427| CN9407 OSGOOD RM 1                          22.348 METERS 11718     |
 MM0427| CN9408 OSGOOD RM 2                          21.519 METERS 18402     |
 MM0427| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.22.3 KM 2934159.2 |
 MM0427| MM0432 BIRDWOOD RAD STA KNBR TALL MST      APPROX.13.5 KM 3125124.1 |
 MM0427| CN9409 OSGOOD RM 3 AZIMUTH                                3310736.5 |
 MM0427| CN9410 OSGOOD AZ MK RESET                                 3310718.0 |
 MM0427| MM0419 NORTH PLATTE HIGH SCHOOL CHIM       APPROX. 6.4 KM 3484820.6 |
 MM0427| MM0418 NORTH PLATTE RAD STA KODY MAST      APPROX. 7.9 KM 3492539.1 |
 MM0427| MM0413 NORTH PLATTE POST OFFICE CHIM       APPROX. 6.5 KM 3581550.1 |
 MM0427|---------------------------------------------------------------------|
 MM0427
 MM0427                          SUPERSEDED SURVEY CONTROL
 MM0427
 MM0427  NAD 83(1986)-  41 04 42.37240(N)    100 45 39.87833(W) AD(       ) 2
 MM0427  NAD 27      -  41 04 42.38201(N)    100 45 38.36147(W) AD(       ) 2
 MM0427  NGVD 29 (07/19/86)  924.5    (m)         3033.     (f) VERT ANG       
 MM0427
 MM0427.Superseded values are not recommended for survey control.
 MM0427
 MM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0427.See file dsdata.pdf to determine how the superseded data were derived.
 MM0427
 MM0427_MARKER: DB = BENCH MARK DISK
 MM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0427_MARK LOGO: USGS
 MM0427_PROJECTION: FLUSH
 MM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0427+STABILITY: SURFACE MOTION
 MM0427
 MM0427  HISTORY     - Date     Condition        Report By
 MM0427  HISTORY     - 1933     MONUMENTED       USGS
 MM0427  HISTORY     - 1951     GOOD             CGS
 MM0427  HISTORY     - 1953     GOOD             NEDR
 MM0427  HISTORY     - 1967     GOOD             NEDR
 MM0427  HISTORY     - 1978     GOOD             LOCENG
 MM0427
 MM0427                          STATION DESCRIPTION
 MM0427
 MM0427'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MM0427'ABOUT 4 MILES DUE SOUTH OF NORTH PLATTE IN SOUTHEAST QUARTER
 MM0427'SEC. 21, T. 13 N., R. 30 W., ON GROUNDS OF UNIVERSITY OF
 MM0427'NEBRASKA EXPERIMENT FARM ON A PROMINENT POINT MUCH FREQUENTED BY
 MM0427'SIGHT-SEERS.
 MM0427'
 MM0427'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183 SOUTH 3.2 MILES
 MM0427'TO GATE OF EXPERIMENT FARM.  FOLLOW THE RIDGE ROAD SOUTHEAST
 MM0427'0.9 MILE TO STATION.  MARK IS A U.S. GEOLOGICAL SURVEY IRON
 MM0427'PIPE WITH CAP, SURROUNDED BY CONCRETE OF STANDARD SIZE FOR STATION
 MM0427'MARK.  THE U.S.G.S. MARK WAS LOWERED IN RESETTING AS IT HAD
 MM0427'BEEN ALMOST UPROOTED BY EROSION.  MARK IS 20 FEET SOUTH OF A
 MM0427'CONCRETE STEP, 15 PACES WEST OF THE ROAD AND 15 PACES NORTH OF
 MM0427'PARKING GROUNDS.  NO SUB-SURFACE MARK SET.
 MM0427'
 MM0427'REFERENCE MARK NO. 1 IS SOUTH OF EAST OF STATION AND EAST OF ROAD.
 MM0427'
 MM0427'REFERENCE MARK NO. 2 IS WEST OF SOUTH OF STATION AND IN EDGE
 MM0427'OF PARKING GROUNDS.
 MM0427'
 MM0427'REFERENCE MARK NO. 3 AZIMUTH MARK, IS NORTHEAST OF ROAD ON SUMMIT
 MM0427'OF LOWER HILL, 0.3 MILE WEST OF NORTH OF STATION AND IN LINE WITH
 MM0427'EXPERIMENT FARM ADMINISTRATION BUILDING.
 MM0427'
 MM0427'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0427
 MM0427                          STATION RECOVERY (1951)
 MM0427
 MM0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0427'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND ARE IN GOOD
 MM0427'CONDITION.
 MM0427'
 MM0427'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MM0427'
 MM0427'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF NORTH PLATTE ON
 MM0427'TOP OF A HIGH POINT OF A PROMINENT RIDGE ON PROPERTY OWNED
 MM0427'BY THE UNIVERSITY OF NEBRASKA EXPERIMENT FARM.  IT IS LOCATED
 MM0427'AT THE EXTREME NORTH END OF THE RIDGE AND 43.0 FEET NORTH OF A
 MM0427'FENCE THAT SURROUNDS A PARKING AREA.  IT IS A STANDARD U.S.G.S.
 MM0427'BENCH MARK SET IN A 10 INCH SQUARE CONCRETE POST SET FLUSH WITH
 MM0427'THE SURFACE OF THE GROUND AND HAS NO STAMPING.
 MM0427'
 MM0427'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE RIDGE
 MM0427'ABOUT 6.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 17.0
 MM0427'FEET EAST OF THE CENTER OF A GRADED ROAD AND 6.0 FEET EAST OF THE
 MM0427'PARKING AREA FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 MM0427'GROUND AND IS STAMPED OSGOOD USGS NO 1 1933.
 MM0427'
 MM0427'REFERENCE MARK NO. 2 IS 23.0 FEET SOUTH OF THE SOUTHWEST CORNER
 MM0427'OF THE PARKING AREA FENCE, 1.5 FEET NORTH OF A WITNESS POST
 MM0427'AND 1.0 FOOT EAST OF WHERE THE RIDGE BREAKS SHARP TO THE WEST.
 MM0427'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 MM0427'OSGOOD USGS NO 2 1933.
 MM0427'
 MM0427'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0427'NO. 2 IS 79.20 FEET.
 MM0427'
 MM0427'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED ON THE SUMMIT OF
 MM0427'A LOW HILL, 23.0 FEET NORTH-NORTHEAST OF THE CENTER OF A GRADED
 MM0427'ROAD AND 1.0 FOOT SOUTHWEST OF A WITNESS POST.  IT IS SET FLUSH
 MM0427'WITH THE SURFACE OF THE GROUND AND IS STAMPED OSGOOD USGS NO
 MM0427'3 1933.
 MM0427'
 MM0427'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE LINCOLN
 MM0427'COUNTY COURTHOUSE SQUARE IN NORTH PLATTE, GO SOUTH ON U.S. HIGHWAY
 MM0427'NO. 83 FOR 3.2 MILES TO WHERE THE HIGHWAY TURNS LEFT AND A
 MM0427'GRAVELED ROAD CONTINUES STRAIGHT AHEAD AT THE ENTRANCE OF THE
 MM0427'UNIVERSITY OF NEBRASKA EXPERIMENT FARM.  CONTINUE STRAIGHT AHEAD
 MM0427'AND GO SOUTH ON A GRAVELED ROAD THROUGH THE FARM GROUNDS FOR
 MM0427'0.45 MILE TO A FORK, TURN LEFT AND GO EAST, NORTHEAST AND BACK
 MM0427'SOUTH FOR 0.25 MILE TO THE TOP OF A SMALL HILL AND REFERENCE
 MM0427'MARK NO. 3 (AZIMUTH MARK) ON THE LEFT AS DESCRIBED.  CONTINUE
 MM0427'SOUTH ON GRADED ROAD FOR 0.3 MILE TO THE TOP OF THE RIDGE
 MM0427'AND THE STATION JUST NORTH OF THE PARKING AREA AS DESCRIBED.
 MM0427
 MM0427                          STATION RECOVERY (1953)
 MM0427
 MM0427'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1953
 MM0427'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS DESTROYED DUE TO ROAD
 MM0427'CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET ON LINE BETWEEN THE
 MM0427'STATION MARK AND THE OLD AZIMUTH MARK, 182.21 FEET CLOSER
 MM0427'TO THE STATION.  IT IS A 6-INCH CONCRETE METAL INCASED CYLINDER
 MM0427'IN A NEW PERMANENT FENCE LINE ALONG THE WEST RIGHT-OF-WAY
 MM0427'LINE OF NEW LOCATED U.S. HWY 83.
 MM0427'
 MM0427'R.M. NO. 2 COULD NOT BE FOUND.  R.M. NO. 1 IS 73.35 FEET FROM
 MM0427'STATION.
 MM0427
 MM0427                          STATION RECOVERY (1967)
 MM0427
 MM0427'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0427'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MM0427'FOUND TO BE IN GOOD CONDITION AND TO BE AS DESCRIBED IN 1933
 MM0427'AND 1951.
 MM0427'
 MM0427'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION AS RESET AND
 MM0427'DESCRIBED IN 1953.
 MM0427'
 MM0427'ADDITIONAL TO REACH--FROM NORTHWEST CORNER OF LINCOLN COUNTY
 MM0427'COURT HOUSE, GO SOUTH ON HIGHWAY NO. 83 FOR 3.9 MILES TO AZIMUTH
 MM0427'MARK ON WEST SIDE OF ROAD IN THE RIGHT OF WAY FENCE LINE.  AS
 MM0427'DESCRIBED IN 1953.  CONTINUE ON HIGHWAY NO. 83 SOUTH FOR 0.3
 MM0427'MILE TO THE STATION ON APPROXIMATELY 300 FEET WEST OF THE ROAD
 MM0427'ON TOP OF KNOLL AS DESCRIBED IN 1933 AND RECOVERY NOTE OF 1951.
 MM0427
 MM0427                          STATION RECOVERY (1978)
 MM0427
 MM0427'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 MM0427'OSGOOD RECOVERED GOOD.
 MM0427'
 MM0427'AZ. MK. RECOVERED GOOD.
 MM0427'
 MM0427'RM NO. 1 RECOVERED GOOD.
 MM0427'
 MM0427'RM NO. 2 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0448 ***********************************************************************
 MN0448  DESIGNATION -  OSHKOSH
 MN0448  PID         -  MN0448
 MN0448  STATE/COUNTY-  NE/GARDEN
 MN0448  COUNTRY     -  US
 MN0448  USGS QUAD   -  OSHKOSH SW (2017)
 MN0448
 MN0448                         *CURRENT SURVEY CONTROL
 MN0448  ______________________________________________________________________
 MN0448* NAD 83(1995) POSITION- 41 19 43.98283(N) 102 23 08.11108(W)   ADJUSTED
 MN0448* NAVD 88 ORTHO HEIGHT -  1200.    (meters)     3937.    (feet) SCALED
 MN0448  ______________________________________________________________________
 MN0448  GEOID HEIGHT    -        -20.034 (meters)                     GEOID18
 MN0448  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 MN0448  HORZ ORDER      -  FIRST
 MN0448
 MN0448.The horizontal coordinates were established by classical geodetic methods
 MN0448.and adjusted by the National Geodetic Survey in August 1997.
 MN0448
 MN0448.The orthometric height was scaled from a topographic map.
 MN0448
 MN0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0448.GEOID18 height accuracy estimate available here.
 MN0448
 MN0448.Click photographs - Photos may exist for this station.
 MN0448
 MN0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0448
 MN0448. The following values were computed from the NAD 83(1995) position.
 MN0448
 MN0448;                    North         East     Units Scale Factor Converg.
 MN0448;SPC NE       -   168,798.187   300,381.811   MT  0.99966334   -1 34 51.3
 MN0448;SPC NE       -   553,798.72    985,502.66   sFT  0.99966334   -1 34 51.3
 MN0448;UTM  13      - 4,578,565.008   718,789.452   MT  1.00018915   +1 43 37.9
 MN0448
 MN0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0448!SPC NE       -   0.99981503  x   0.99966334  =   0.99947843
 MN0448!UTM  13      -   0.99981503  x   1.00018915  =   1.00000414
 MN0448
 MN0448:                Primary Azimuth Mark                     Grid Az
 MN0448:SPC NE       -  OSHKOSH RM 1 AZIMUTH                     095 54 06.6
 MN0448:UTM  13      -  OSHKOSH RM 1 AZIMUTH                     092 35 37.4
 MN0448
 MN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1878978565(NAD 83)
 MN0448
 MN0448|---------------------------------------------------------------------|
 MN0448| PID    Reference Object                     Distance      Geod. Az  |
 MN0448|                                                           dddmmss.s |
 MN0448| MN0444 OSHKOSH WATER TANK                  APPROX. 9.3 KM 0215842.5 |
 MN0448| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX. 9.3 KM 0254444.6 |
 MN0448| CP7874 OSHKOSH RM 1 AZIMUTH                               0941915.3 |
 MN0448| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX. 7.5 KM 1354508.2 |
 MN0448| CP7875 OSHKOSH RM 2                         39.530 METERS 23654     |
 MN0448| CP7876 OSHKOSH RM 3                         27.305 METERS 32721     |
 MN0448|---------------------------------------------------------------------|
 MN0448
 MN0448                          SUPERSEDED SURVEY CONTROL
 MN0448
 MN0448  NAD 83(1993)-  41 19 43.98264(N)    102 23 08.11256(W) AD(       ) 1
 MN0448  NAD 83(1986)-  41 19 43.98103(N)    102 23 08.11342(W) AD(       ) 1
 MN0448  NAD 27      -  41 19 44.04000(N)    102 23 06.43400(W) AD(       ) 1
 MN0448
 MN0448.Superseded values are not recommended for survey control.
 MN0448
 MN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0448.See file dsdata.pdf to determine how the superseded data were derived.
 MN0448
 MN0448_MARKER: DS = TRIANGULATION STATION DISK
 MN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0448_STAMPING: OSHKOSH 1933
 MN0448_MARK LOGO: CGS
 MN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0448+STABILITY: SURFACE MOTION
 MN0448
 MN0448  HISTORY     - Date     Condition        Report By
 MN0448  HISTORY     - 1933     MONUMENTED       CGS
 MN0448  HISTORY     - 1946     GOOD             CGS
 MN0448  HISTORY     - 1963     GOOD             CGS
 MN0448
 MN0448                          STATION DESCRIPTION
 MN0448
 MN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0448'ABOUT 5-1/2 MILES SOUTH AND 2 MILES WEST OF OSHKOSH IN SOUTHEAST
 MN0448'QUARTER SEC. 29, T. 16 N., R. 44 W., IN PASTURE OWNED BY
 MN0448'B.E. KNEPPER.
 MN0448'
 MN0448'REACHED FROM OSHKOSH VIA STATE HIGHWAY 27, SOUTH ACROSS RIVER,
 MN0448'2.9 MILES TO A ROAD LEADING WEST.  FOLLOW THIS ROAD WHICH WINDS
 MN0448'UP A CANYON SOUTHWEST 3.8 MILES, THENCE WEST 0.2 MILE TO THE
 MN0448'KNEPPERS HOUSE.  FROM HOUSE, FOLLOW STOCK LANE NORTH 0.2
 MN0448'MILE THENCE NORTHWEST 0.25 MILE TO STATION.  TRUCK TO STATION.
 MN0448'STATION IS ON HIGHEST POINT OF RIDGE WHICH BREAKS ABRUPTLY
 MN0448'TO NORTHEAST, 20 FEET BACK FROM BREAK AND 60 YARDS NORTHEAST
 MN0448'OF FENCE, IN OPEN PASTURE.
 MN0448'
 MN0448'REFERENCE MARK NO. 1, AZIMUTH MARK, IS EAST OF STATION ON EAST
 MN0448'SIDE OF ROAD IN FENCE LINE.
 MN0448'
 MN0448'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION IN SAME PASTURE.
 MN0448'
 MN0448'REFERENCE MARK NO. 3 IS NORTHWEST OF STATION IN SAME PASTURE.
 MN0448'
 MN0448'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MN0448
 MN0448                          STATION RECOVERY (1946)
 MN0448
 MN0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0448'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND
 MN0448'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 MN0448'
 MN0448'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0448'
 MN0448'THE STATION IS 7 MILES SOUTH-SOUTHWEST OF OSHKOSH, ON THE CREST
 MN0448'OF A LONG RIDGE IN THE PASTURE LAND OWNED BY B.E. KNEPPER.
 MN0448'IT IS IN THE SOUTHEAST QUARTER SECTION 29, T 16 N, R 44 W.
 MN0448'IT PROJECTS 6 INCHES AND IS STAMPED OSHKOSH 1933.
 MN0448'
 MN0448'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 27 FEET EAST OF THE
 MN0448'CENTER OF A GRAVELED ROAD, 0.5 FOOT EAST OF AN EAST-WEST FENCE
 MN0448'LINE, AND 0.35 MILE NORTHEAST OF A T ROAD WEST.
 MN0448'IT IS FLUSH WITH THE GROUND AND IS STAMPED OSHKOSH NO 1 1933.
 MN0448'
 MN0448'REFERENCE MARK NO. 2 IS ABOUT 5 FEET BELOW STATION ELEVATION.
 MN0448'IT PROJECTS 3 INCHES AND IS STAMPED OSHKOSH NO 2 1933.
 MN0448'
 MN0448'REFERENCE MARK NO. 3 IS ON THE CREST OF THE RIDGE, SAME
 MN0448'ELEVATION AS THE STATION.  IT PROJECTS 6 INCHES AND IS STAMPED OSHKOSH
 MN0448'NO 3 1933.
 MN0448'
 MN0448'TO REACH THE STATION FROM OSHKOSH, GO ON STATE HIGHWAY NO. 27,
 MN0448'SOUTH, FOR 2.9 MILES TO A ROAD WEST, TURN RIGHT ON ROAD AND
 MN0448'GO WEST FOR 3.8 MILES, WINDING UP A CANYON, TO A T ROAD
 MN0448'NORTHWEST, TURN RIGHT AND GO 0.2 MILE TO THE KNEPPERS RANCH
 MN0448'HOUSE ON THE RIGHT, TURN RIGHT, PASS THROUGH BARN YARD AND
 MN0448'FOLLOW STOCK LANE NORTH 0.2 MILE, THEN GO ACROSS PASTURE
 MN0448'NORTHEAST FOR 0.25 MILE TO THE CREST OF RIDGE AND THE STATION AS
 MN0448'DESCRIBED.
 MN0448'
 MN0448'TO REACH REFERENCE MARK NO. 1 (AZIMUTH MARK) FROM THE STATION,
 MN0448'FOLLOW THE ABOVE DESCRIPTION BACK TO THE RANCH HOUSE, GO
 MN0448'SOUTHEAST FOR 0.2 MILE TO MAIN GRAVELED ROAD, TURN LEFT AND GO
 MN0448'0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MN0448
 MN0448                          STATION RECOVERY (1963)
 MN0448
 MN0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0448'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MN0448'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION WERE
 MN0448'CHECKED AND WERE FOUND TO BE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0445 ***********************************************************************
 MN0445  DESIGNATION -  OSHKOSH PUMPING STA WATER TANK
 MN0445  PID         -  MN0445
 MN0445  STATE/COUNTY-  NE/GARDEN
 MN0445  COUNTRY     -  US
 MN0445  USGS QUAD   -  OSHKOSH (2017)
 MN0445
 MN0445                         *CURRENT SURVEY CONTROL
 MN0445  ______________________________________________________________________
 MN0445* NAD 83(1995) POSITION- 41 24 15.27213(N) 102 20 14.32300(W)   ADJUSTED
 MN0445  ______________________________________________________________________
 MN0445  GEOID HEIGHT    -        -20.053 (meters)                     GEOID18
 MN0445  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 MN0445  HORZ ORDER      -  THIRD
 MN0445
 MN0445.The horizontal coordinates were established by classical geodetic methods
 MN0445.and adjusted by the National Geodetic Survey in August 1997.
 MN0445
 MN0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0445.GEOID18 height accuracy estimate available here.
 MN0445
 MN0445.Click photographs - Photos may exist for this station.
 MN0445
 MN0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0445
 MN0445. The following values were computed from the NAD 83(1995) position.
 MN0445
 MN0445;                    North         East     Units Scale Factor Converg.
 MN0445;SPC NE       -   177,051.318   304,646.421   MT  0.99966016   -1 32 56.1
 MN0445;SPC NE       -   580,875.87    999,494.13   sFT  0.99966016   -1 32 56.1
 MN0445;UTM  13      - 4,587,055.126   722,572.552   MT  1.00020969   +1 45 42.3
 MN0445
 MN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2257287055(NAD 83)
 MN0445
 MN0445                          SUPERSEDED SURVEY CONTROL
 MN0445
 MN0445  NAD 83(1993)-  41 24 15.27141(N)    102 20 14.32468(W) AD(       ) 3
 MN0445  NAD 83(1986)-  41 24 15.27017(N)    102 20 14.32600(W) AD(       ) 3
 MN0445  NAD 27      -  41 24 15.33400(N)    102 20 12.64500(W) AD(       ) 3
 MN0445
 MN0445.Superseded values are not recommended for survey control.
 MN0445
 MN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0445.See file dsdata.pdf to determine how the superseded data were derived.
 MN0445
 MN0445_MARKER: 51 = TANK
 MN0445
 MN0445  HISTORY     - Date     Condition        Report By
 MN0445  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0445
 MN0445                          STATION DESCRIPTION
 MN0445
 MN0445'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0446 ***********************************************************************
 MN0446  DESIGNATION -  OSHKOSH STATE HIGHWAY MAST
 MN0446  PID         -  MN0446
 MN0446  STATE/COUNTY-  NE/GARDEN
 MN0446  COUNTRY     -  US
 MN0446  USGS QUAD   -  BARN BUTTE (2017)
 MN0446
 MN0446                         *CURRENT SURVEY CONTROL
 MN0446  ______________________________________________________________________
 MN0446* NAD 83(1995) POSITION- 41 16 49.85937(N) 102 19 23.34585(W)   ADJUSTED
 MN0446  ______________________________________________________________________
 MN0446  GEOID HEIGHT    -        -20.134 (meters)                     GEOID18
 MN0446  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 MN0446  HORZ ORDER      -  THIRD
 MN0446
 MN0446.The horizontal coordinates were established by classical geodetic methods
 MN0446.and adjusted by the National Geodetic Survey in August 1997.
 MN0446
 MN0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0446.GEOID18 height accuracy estimate available here.
 MN0446
 MN0446.Click photographs - Photos may exist for this station.
 MN0446
 MN0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0446
 MN0446. The following values were computed from the NAD 83(1995) position.
 MN0446
 MN0446;                    North         East     Units Scale Factor Converg.
 MN0446;SPC NE       -   163,287.962   305,460.606   MT  0.99966629   -1 32 22.4
 MN0446;SPC NE       -   535,720.59  1,002,165.34   sFT  0.99966629   -1 32 22.4
 MN0446;UTM  13      - 4,573,354.146   724,180.579   MT  1.00021855   +1 46 00.4
 MN0446
 MN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2418073354(NAD 83)
 MN0446
 MN0446                          SUPERSEDED SURVEY CONTROL
 MN0446
 MN0446  NAD 83(1993)-  41 16 49.85870(N)    102 19 23.34671(W) AD(       ) 3
 MN0446  NAD 83(1986)-  41 16 49.85774(N)    102 19 23.34718(W) AD(       ) 3
 MN0446  NAD 27      -  41 16 49.91100(N)    102 19 21.67500(W) AD(       ) 3
 MN0446
 MN0446.Superseded values are not recommended for survey control.
 MN0446
 MN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0446.See file dsdata.pdf to determine how the superseded data were derived.
 MN0446
 MN0446_MARKER: 42 = RADIO/TV MAST
 MN0446
 MN0446  HISTORY     - Date     Condition        Report By
 MN0446  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0446
 MN0446                          STATION DESCRIPTION
 MN0446
 MN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0446'THE STATION IS SITUATED 9 MILES SOUTH-SOUTHEAST OF OSHKOSH AND
 MN0446'1.0 MILE EAST OF STATE HIGHWAY 27.  THE STATION IS THE RED LIGHT
 MN0446'AT THE TOP OF A THREE LEGGED STEEL STRUCTURE PAINTED RED AND
 MN0446'WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0444 ***********************************************************************
 MN0444  DESIGNATION -  OSHKOSH WATER TANK
 MN0444  PID         -  MN0444
 MN0444  STATE/COUNTY-  NE/GARDEN
 MN0444  COUNTRY     -  US
 MN0444  USGS QUAD   -  OSHKOSH (2017)
 MN0444
 MN0444                         *CURRENT SURVEY CONTROL
 MN0444  ______________________________________________________________________
 MN0444* NAD 83(1995) POSITION- 41 24 24.36965(N) 102 20 37.79264(W)   ADJUSTED
 MN0444  ______________________________________________________________________
 MN0444  GEOID HEIGHT    -        -20.049 (meters)                     GEOID18
 MN0444  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 MN0444  HORZ ORDER      -  THIRD
 MN0444
 MN0444.The horizontal coordinates were established by classical geodetic methods
 MN0444.and adjusted by the National Geodetic Survey in August 1997.
 MN0444
 MN0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0444.GEOID18 height accuracy estimate available here.
 MN0444
 MN0444.Click photographs - Photos may exist for this station.
 MN0444
 MN0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0444
 MN0444. The following values were computed from the NAD 83(1995) position.
 MN0444
 MN0444;                    North         East     Units Scale Factor Converg.
 MN0444;SPC NE       -   177,346.534   304,109.269   MT  0.99966008   -1 33 11.7
 MN0444;SPC NE       -   581,844.42    997,731.83   sFT  0.99966008   -1 33 11.7
 MN0444;UTM  13      - 4,587,318.972   722,018.945   MT  1.00020666   +1 45 27.0
 MN0444
 MN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2201887318(NAD 83)
 MN0444
 MN0444                          SUPERSEDED SURVEY CONTROL
 MN0444
 MN0444  NAD 83(1993)-  41 24 24.36867(N)    102 20 37.79467(W) AD(       ) 3
 MN0444  NAD 83(1986)-  41 24 24.36770(N)    102 20 37.79547(W) AD(       ) 3
 MN0444  NAD 27      -  41 24 24.43200(N)    102 20 36.11500(W) AD(       ) 3
 MN0444
 MN0444.Superseded values are not recommended for survey control.
 MN0444
 MN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0444.See file dsdata.pdf to determine how the superseded data were derived.
 MN0444
 MN0444_MARKER: 53 = ELEVATED TANK
 MN0444_MARK LOGO: CGS
 MN0444
 MN0444  HISTORY     - Date     Condition        Report By
 MN0444  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0444  HISTORY     - 19820809 GOOD             NGS
 MN0444  HISTORY     - 20040810 GOOD             USPSQD
 MN0444  HISTORY     - 20071025 GOOD             GEOCAC
 MN0444
 MN0444                          STATION DESCRIPTION
 MN0444
 MN0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MN0444'RECOVERED IN GOOD CONDITION.
 MN0444
 MN0444                          STATION RECOVERY (2004)
 MN0444
 MN0444'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0444'TANK FOUND GOOD. TANK IS SOUTH OF AVENUE 'E' AND EAST OF MAIN STREET,
 MN0444'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF AVENUE 'E' AND MAIN
 MN0444'STREET, IN THE TOWN OF OSHKOSH.  TANK IS CONICAL SHAPED WITH 4 LEGS.
 MN0444'TANK IS SILVER WITH BLACK LEGS AND BLACK LETTERS 'OSHKOSH' ON THE SIDE
 MN0444'OF THE TANK.
 MN0444
 MN0444                          STATION RECOVERY (2007)
 MN0444
 MN0444'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MN0444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0963 ***********************************************************************
 LG0963  DESIGNATION -  OTOE
 LG0963  PID         -  LG0963
 LG0963  STATE/COUNTY-  NE/OTOE
 LG0963  COUNTRY     -  US
 LG0963  USGS QUAD   -  AVOCA (2017)
 LG0963
 LG0963                         *CURRENT SURVEY CONTROL
 LG0963  ______________________________________________________________________
 LG0963* NAD 83(1995) POSITION- 40 45 41.43405(N) 096 06 08.36061(W)   ADJUSTED
 LG0963* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 LG0963  ______________________________________________________________________
 LG0963  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 LG0963  LAPLACE CORR    -        -11.87  (seconds)                    DEFLEC18
 LG0963  HORZ ORDER      -  SECOND
 LG0963
 LG0963.The horizontal coordinates were established by classical geodetic methods
 LG0963.and adjusted by the National Geodetic Survey in August 1997.
 LG0963
 LG0963.The orthometric height was scaled from a topographic map.
 LG0963
 LG0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0963.GEOID18 height accuracy estimate available here.
 LG0963
 LG0963.Click photographs - Photos may exist for this station.
 LG0963
 LG0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0963
 LG0963. The following values were computed from the NAD 83(1995) position.
 LG0963
 LG0963;                    North         East     Units Scale Factor Converg.
 LG0963;SPC NE       -   110,468.856   828,914.765   MT  0.99974232   +2 34 58.7
 LG0963;SPC NE       -   362,429.91  2,719,531.19   sFT  0.99974232   +2 34 58.7
 LG0963;UTM  14      - 4,516,323.004   744,590.984   MT  1.00033641   +1 53 34.3
 LG0963
 LG0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0963!SPC NE       -   0.99994359  x   0.99974232  =   0.99968592
 LG0963!UTM  14      -   0.99994359  x   1.00033641  =   1.00027998
 LG0963
 LG0963:                Primary Azimuth Mark                     Grid Az
 LG0963:SPC NE       -  OTOE AZ MK                               179 33 09.6
 LG0963:UTM  14      -  OTOE AZ MK                               180 14 34.0
 LG0963
 LG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4459016323(NAD 83)
 LG0963
 LG0963|---------------------------------------------------------------------|
 LG0963| PID    Reference Object                     Distance      Geod. Az  |
 LG0963|                                                           dddmmss.s |
 LG0963| CL8060 OTOE RM 1                            23.853 METERS 00057     |
 LG0963| CL8059 OTOE AZ MK                                         1820808.3 |
 LG0963| CL8061 OTOE RM 2                            23.964 METERS 23424     |
 LG0963|---------------------------------------------------------------------|
 LG0963
 LG0963                          SUPERSEDED SURVEY CONTROL
 LG0963
 LG0963  NAD 83(1986)-  40 45 41.44337(N)    096 06 08.35874(W) AD(       ) 2
 LG0963  NAD 27      -  40 45 41.43275(N)    096 06 07.32723(W) AD(       ) 2
 LG0963
 LG0963.Superseded values are not recommended for survey control.
 LG0963
 LG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0963.See file dsdata.pdf to determine how the superseded data were derived.
 LG0963
 LG0963_MARKER: DS = TRIANGULATION STATION DISK
 LG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0963_STAMPING: OTOE 1961
 LG0963_MARK LOGO: CGS
 LG0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0963+STABILITY: SURFACE MOTION
 LG0963
 LG0963  HISTORY     - Date     Condition        Report By
 LG0963  HISTORY     - 1961     MONUMENTED       CGS
 LG0963  HISTORY     - 1975     GOOD             LOCENG
 LG0963  HISTORY     - 20200903 MARK NOT FOUND   NEGS
 LG0963
 LG0963                          STATION DESCRIPTION
 LG0963
 LG0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0963'LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF AVOCA, 3 MILES
 LG0963'NORTH-NORTHEAST OF OTOE, ON THE RIGHT-OF-WAY OF A NORTH-SOUTH
 LG0963'SECTION LINE ROAD.
 LG0963'
 LG0963'REACHED FROM THE POST OFFICE IN OTOE, GO NORTH ON GRAVELED ROAD FOR
 LG0963'0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.1 MILE
 LG0963'TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 1.9 MILES TO A
 LG0963'CROSSROAD, TURN RIGHT AND GO EAST FOR 0.9 MILE TO A CROSSROAD AND
 LG0963'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE, TURN LEFT AND GO NORTH
 LG0963'FOR 0.4 MILE TO THE STATION MARK ON THE RIGHT.
 LG0963'
 LG0963'STATION MARKS ARE STANDARD DISKS STAMPED OTOE 1961, THE UNDERGROUND
 LG0963'DISK IS SET IN A MASS OF CONCRETE THAT IS 41 INCHES BELOW THE
 LG0963'GROUND SURFACE, THE SURFACE DISK IS SET IN THE TOP OF A 10 INCH
 LG0963'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 30 FEET
 LG0963'EAST OF THE CENTER OF THE NORTH-SOUTH LINE ROAD, 26 FEET NORTH OF
 LG0963'THE CENTER OF THE ENTRANCE DRIVE LEADING INTO FIELD, 1 FOOT
 LG0963'WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT EAST OF A METAL
 LG0963'WITNESS POST WITH SIGN.
 LG0963'
 LG0963'REFERENCE MARK 1, A STANDARD DISK STAMPED OTOE NO 1 1961, IS
 LG0963'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0963'8 INCHES.  IT IS 32 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG0963'SECTION LINE ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 LG0963'
 LG0963'REFERENCE MARK 2, A STANDARD DISK STAMPED OTOE NO 2 1961, SET
 LG0963'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0963'8 INCHES.  IT IS 32 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 LG0963'SECTION LINE ROAD, 18 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 LG0963'DRIVE LEADING INTO FIELD AND 1 FOOT EAST OF THE NORTH-SOUTH
 LG0963'FENCE.
 LG0963'
 LG0963'AZIMUTH MARK, A STANDARD DISK STAMPED OTOE 1961, SET IN THE TOP OF
 LG0963'A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT
 LG0963'IS 31 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD,
 LG0963'2-1/2 FEET SOUTHEAST OF A POWERLINE POLE, AND 1-1/2 FEET WEST OF
 LG0963'A METAL WITNESS POST WITH SIGN.
 LG0963'
 LG0963'THE PICTURE POINT IS THE END FENCE IN A NORTH-SOUTH FENCE LINE.  (1)
 LG0963'
 LG0963'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 140.14 FEET, *(42.715 METERS).
 LG0963'
 LG0963'PICTURE POINT 2 IS A BUSHY TREE ABOUT 10 FEET IN HEIGHT, 149
 LG0963'FEET NORTH-NORTHEAST OF THE STATION.  (SEE LIST OF DIRECTIONS).
 LG0963'
 LG0963'*CONVERTED TO METERS.
 LG0963
 LG0963                          STATION RECOVERY (1975)
 LG0963
 LG0963'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LG0963'OTOE OK.
 LG0963'
 LG0963'OTOE AZ MK OK.
 LG0963'
 LG0963'OBVIOUS ERROR ON LIST OF DIRECTINS FROM PLEASANT
 LG0963'OTOE MUNC. WT. SHOULD BE 285 DEG 37 MIN 22 SEC--CLOSE
 LG0963'4 POSITIONS UNDER LESS THAN DESIRABLE CONDITIONS WHICH SEEM
 LG0963'TO VARIFY THIS CHANGE.
 LG0963'
 LG0963'DISTANCE AND DIRECTION FROM NEAREST TOWN--OTOE 3 MI NNE.
 LG0963
 LG0963                          STATION RECOVERY (2020)
 LG0963
 LG0963'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0963'THE 1961 STATION DESCRIPTION IS STILL USEABLE.  THE CONCRETE MASS
 LG0963'FOUND IN THE LOCATION DESCRIBED NO LONGER HAS A DISK.  A NAIL HAS BEEN
 LG0963'PLACED IN THE CENTER OF THE CONCRETE.  DISK BELIEVED TO HAVE BEEN
 LG0963'REMOVED.  UNUSABLE FOR VERTICAL, USABLE WITH CAUTION FOR HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0609 ***********************************************************************
 NP0609  DESIGNATION -  OTTE
 NP0609  PID         -  NP0609
 NP0609  STATE/COUNTY-  NE/SHERIDAN
 NP0609  COUNTRY     -  US
 NP0609  USGS QUAD   -  CLINTON NW (2017)
 NP0609
 NP0609                         *CURRENT SURVEY CONTROL
 NP0609  ______________________________________________________________________
 NP0609* NAD 83(1995) POSITION- 42 54 20.79466(N) 102 22 31.44111(W)   ADJUSTED
 NP0609* NAVD 88 ORTHO HEIGHT -  1214.0   (meters)     3983.    (feet) VERTCON
 NP0609  ______________________________________________________________________
 NP0609  GEOID HEIGHT    -        -18.127 (meters)                     GEOID18
 NP0609  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 NP0609  HORZ ORDER      -  SECOND
 NP0609
 NP0609.The horizontal coordinates were established by classical geodetic methods
 NP0609.and adjusted by the National Geodetic Survey in August 1997.
 NP0609
 NP0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0609
 NP0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0609.GEOID18 height accuracy estimate available here.
 NP0609
 NP0609.Click photographs - Photos may exist for this station.
 NP0609
 NP0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0609
 NP0609. The following values were computed from the NAD 83(1995) position.
 NP0609
 NP0609;                    North         East     Units Scale Factor Converg.
 NP0609;SPC NE       -   343,818.560   306,044.381   MT  0.99995814   -1 34 27.0
 NP0609;SPC NE       - 1,128,011.39  1,004,080.61   sFT  0.99995814   -1 34 27.0
 NP0609;UTM  13      - 4,753,693.636   714,258.984   MT  1.00016479   +1 47 15.0
 NP0609
 NP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0609!SPC NE       -   0.99981249  x   0.99995814  =   0.99977064
 NP0609!UTM  13      -   0.99981249  x   1.00016479  =   0.99997725
 NP0609
 NP0609:                Primary Azimuth Mark                     Grid Az
 NP0609:SPC NE       -  GORDON MUNICIPAL TANK                    131 12 12.0
 NP0609:UTM  13      -  GORDON MUNICIPAL TANK                    127 50 30.0
 NP0609
 NP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1425853693(NAD 83)
 NP0609
 NP0609|---------------------------------------------------------------------|
 NP0609| PID    Reference Object                     Distance      Geod. Az  |
 NP0609|                                                           dddmmss.s |
 NP0609| CQ4534 OTTE RM 2                            10.519 METERS 06916     |
 NP0609| NP0580 GORDON MUNICIPAL TANK               APPROX.17.7 KM 1293745.0 |
 NP0609| CQ4533 OTTE RM 1                            12.958 METERS 32046     |
 NP0609|---------------------------------------------------------------------|
 NP0609
 NP0609                          SUPERSEDED SURVEY CONTROL
 NP0609
 NP0609  NAD 83(1993)-  42 54 20.78754(N)    102 22 31.44392(W) AD(       ) 2
 NP0609  NAD 83(1986)-  42 54 20.78595(N)    102 22 31.44036(W) AD(       ) 2
 NP0609  NAD 27      -  42 54 20.83464(N)    102 22 29.87253(W) AD(       ) 2
 NP0609  NGVD 29 (07/19/86) 1213.5    (m)         3981.     (f) VERT ANG       
 NP0609
 NP0609.Superseded values are not recommended for survey control.
 NP0609
 NP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0609.See file dsdata.pdf to determine how the superseded data were derived.
 NP0609
 NP0609_MARKER: DD = SURVEY DISK
 NP0609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0609+WITH SETTING: INFORMATION.
 NP0609_STAMPING: OTTE ET 1968
 NP0609_MARK LOGO: USGS
 NP0609_PROJECTION: FLUSH
 NP0609_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0609
 NP0609  HISTORY     - Date     Condition        Report By
 NP0609  HISTORY     - 1968     MONUMENTED       USGS
 NP0609
 NP0609                          STATION DESCRIPTION
 NP0609
 NP0609'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0609'STATION IS LOCATED 10.5 MI N. AND 1.0 MI W. OF THE VILLAGE
 NP0609'OF CLINTON, 13.0 MI N. AND 5.0 MI E. OF THE VILLAGE OF RUSHVILLE,
 NP0609'NEAR THE SE. COR. OF THE NW. QUARTER OF SEC. 22, T. 34 N.,
 NP0609'R. 43 W., ON TOP HIGH RIDGE IN OPEN RANGE.
 NP0609'
 NP0609'TO REACH THE STATION FROM THE RR. CROSSING IN THE VILLAGE OF
 NP0609'CLINTON, GO S. 0.05 MI TO U.S. HWY. 20.  TURN RIGHT (W.) AND
 NP0609'GO ALONG U.S. HWY. 20 FOR 0.8 MI TO A DIAGONAL CROSSROADS, TURN
 NP0609'RIGHT (N.) AND GO ALONG CO. RD. FOR 10.85 MI TO A T-RD. LEADING
 NP0609'W. AND SIGN MISSON RANCH, TURN LEFT (W.) AND GO 0.55 MI TO A
 NP0609'FENCE AND CATTLEGUARD, CONTINUE W. ALONG RD. FOR 0.4 MI TO A
 NP0609'FEILD ENTRANCE AND WIRE GATE ON RIGHT (W.), PASS THROUGH GATE
 NP0609'AND GO 0.5 MI ALONG RIDGE WESTWARD AND SW. TO TOP RIDGE AND
 NP0609'STATION.
 NP0609'
 NP0609'STATION MARK, STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NP0609'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 NP0609'GRAVEL TO 1 IN. OF CAP, FLUSH WITH GROUND, STAMPED ET OTTE
 NP0609'1968, ON TOP HIGH RIDGE, W. RD.
 NP0609'
 NP0609'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0609'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 NP0609'LONG, FILLED WITH GRAVEL TO 1 IN. OF CAP.  STAMPED OTTE NO 1
 NP0609'1968 42.52 FT AND 12.958 METERS NW. OF THE STATION FLUSH WITH
 NP0609'GROUND.
 NP0609'
 NP0609'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0609'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG
 NP0609'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, FLUSH WITH GROUND,
 NP0609'34.52 FT AND 10.519 METERS NE. OF THE STATION.
 NP0609'
 NP0609'AZIMUTH MARK - NONE SET.
 NP0609'
 NP0609'REFERENCE AZIMUTH OBSERVED TO FINIAL GORDON MWT SE. 10.3 MI.
 NP0609'
 NP0609'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1736 ***********************************************************************
 NM1736  DESIGNATION -  OTTER
 NM1736  PID         -  NM1736
 NM1736  STATE/COUNTY-  NE/DIXON
 NM1736  COUNTRY     -  US
 NM1736  USGS QUAD   -  ALLEN (2017)
 NM1736
 NM1736                         *CURRENT SURVEY CONTROL
 NM1736  ______________________________________________________________________
 NM1736* NAD 83(1995) POSITION- 42 28 39.80948(N) 096 46 21.43268(W)   ADJUSTED
 NM1736* NAVD 88 ORTHO HEIGHT -   436.    (meters)     1430.    (feet) SCALED
 NM1736  ______________________________________________________________________
 NM1736  GEOID HEIGHT    -        -25.310 (meters)                     GEOID18
 NM1736  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 NM1736  HORZ ORDER      -  FIRST
 NM1736
 NM1736.The horizontal coordinates were established by classical geodetic methods
 NM1736.and adjusted by the National Geodetic Survey in August 1997.
 NM1736
 NM1736.The orthometric height was scaled from a topographic map.
 NM1736
 NM1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1736.GEOID18 height accuracy estimate available here.
 NM1736
 NM1736.Click photographs - Photos may exist for this station.
 NM1736
 NM1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1736
 NM1736. The following values were computed from the NAD 83(1995) position.
 NM1736
 NM1736;                    North         East     Units Scale Factor Converg.
 NM1736;SPC NE       -   298,560.673   765,267.575   MT  0.99980261   +2 08 19.6
 NM1736;SPC NE       -   979,527.81  2,510,715.37   sFT  0.99980261   +2 08 19.6
 NM1736;SPC SD S     -    22,317.149   892,731.466   MT  1.00010311   +2 27 22.9
 NM1736;SPC SD S     -    73,218.85  2,928,903.15   sFT  1.00010311   +2 27 22.9
 NM1736;UTM  14      - 4,705,223.531   683,084.268   MT  1.00001243   +1 30 16.5
 NM1736
 NM1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1736!SPC NE       -   0.99993557  x   0.99980261  =   0.99973819
 NM1736!SPC SD S     -   0.99993557  x   1.00010311  =   1.00003867
 NM1736!UTM  14      -   0.99993557  x   1.00001243  =   0.99994800
 NM1736
 NM1736:                Primary Azimuth Mark                     Grid Az
 NM1736:SPC NE       -  OTTER AZ MK                              113 42 13.3
 NM1736:SPC SD S     -  OTTER AZ MK                              113 23 10.0
 NM1736:UTM  14      -  OTTER AZ MK                              114 20 16.4
 NM1736
 NM1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8308405223(NAD 83)
 NM1736
 NM1736|---------------------------------------------------------------------|
 NM1736| PID    Reference Object                     Distance      Geod. Az  |
 NM1736|                                                           dddmmss.s |
 NM1736| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX.31.6 KM 0631040.2 |
 NM1736| CO3405 OTTER AZ MK                                        1155032.9 |
 NM1736| CO3406 OTTER RM 1                           28.801 METERS 12659     |
 NM1736| CO3407 OTTER RM 2                           21.650 METERS 21620     |
 NM1736| NM1735 ALLEN TANK                          APPROX. 9.1 KM 2214325.4 |
 NM1736|---------------------------------------------------------------------|
 NM1736
 NM1736                          SUPERSEDED SURVEY CONTROL
 NM1736
 NM1736  NAD 83(1986)-  42 28 39.81473(N)    096 46 21.42903(W) AD(       ) 1
 NM1736  NAD 27      -  42 28 39.82400(N)    096 46 20.29600(W) AD(       ) 1
 NM1736
 NM1736.Superseded values are not recommended for survey control.
 NM1736
 NM1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1736.See file dsdata.pdf to determine how the superseded data were derived.
 NM1736
 NM1736_MARKER: DS = TRIANGULATION STATION DISK
 NM1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1736_STAMPING: OTTER 1940
 NM1736_MARK LOGO: CGS
 NM1736_PROJECTION: RECESSED 46 CENTIMETERS
 NM1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1736+STABILITY: SURFACE MOTION
 NM1736
 NM1736  HISTORY     - Date     Condition        Report By
 NM1736  HISTORY     - 1940     MONUMENTED       CGS
 NM1736  HISTORY     - 1948     GOOD             CGS
 NM1736  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM1736
 NM1736                          STATION DESCRIPTION
 NM1736
 NM1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1736'STATION IS LOCATED ON A LOW BARE HILL ABOUT 5.75 MILES NE OF
 NM1736'ALLEN, 2.25 MILES NW OF WATERBURY AND 0.25 MILE NW OF THE
 NM1736'CENTER OF SEC. 19, T29N, R6E, ON LAND OWNED BY MR. WATTERMAN,
 NM1736'OF SIOUX CITY.
 NM1736'
 NM1736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NM1736'STATE HIGHWAY 9, 5 MILES NORTH OF ALLEN, GO EAST ON U.S. HIGHWAY
 NM1736'20 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH
 NM1736'SIDE OF THE HIGHWAY, CONTINUE EAST 0.3 MILE TO A GRAVEL ROAD LEFT,
 NM1736'NORTH.  TURN LEFT AND GO 0.05 MILE TO A DIRT ROAD LEFT, WEST.
 NM1736'TURN LEFT AND GO 0.7 MILE TO TOP OF GRADE AND STATION ON THE
 NM1736'RIGHT, NORTH SIDE OF ROAD, JUST SOUTHWEST OF AN OLD HOUSE.
 NM1736'
 NM1736'STATION MARK IS SET IN CONCRETE 18 INCHES BELOW THE SURFACE
 NM1736'AND STAMPED OTTER 1940.  IT IS 34 FEET NORTH OF THE CENTER OF
 NM1736'A DIRT ROAD, 10 FEET NORTH OF A WHITE REFERENCE POST AND 12
 NM1736'FEET NORTH OF A FENCE.
 NM1736'
 NM1736'R.M. NO. 1 IS STAMPED OTTER NO. 1 1940 AND PROJECTS 4 INCHES.
 NM1736'IT IS 25 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT
 NM1736'SOUTH OF A FENCE.
 NM1736'
 NM1736'R.M. NO. 2 IS STAMPED OTTER NO. 2 1940 AND PROJECTS 4 INCHES.
 NM1736'IT IS 23 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT
 NM1736'SOUTH OF A FENCE.
 NM1736'
 NM1736'THE AZIMUTH MARK IS STAMPED OTTER 1940 AND PROJECTS 4 INCHES.
 NM1736'IT IS 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WHITE REFERENCE
 NM1736'POST AND 100 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20.
 NM1736'
 NM1736'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NM1736
 NM1736                          STATION RECOVERY (1948)
 NM1736
 NM1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1736'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940 AND
 NM1736'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 NM1736'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE 1940 DESCRIPTION
 NM1736'IS ADEQUATE.
 NM1736
 NM1736                          STATION RECOVERY (2020)
 NM1736
 NM1736'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1736'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0907 ***********************************************************************
 LG0907  DESIGNATION -  OTTO
 LG0907  PID         -  LG0907
 LG0907  STATE/COUNTY-  NE/YORK
 LG0907  COUNTRY     -  US
 LG0907  USGS QUAD   -  YORK SOUTH (2017)
 LG0907
 LG0907                         *CURRENT SURVEY CONTROL
 LG0907  ______________________________________________________________________
 LG0907* NAD 83(1995) POSITION- 40 48 50.41580(N) 097 35 23.79287(W)   ADJUSTED
 LG0907* NAVD 88 ORTHO HEIGHT -   520.21  (+/-2cm)     1706.7   (feet) VERTCON
 LG0907  ______________________________________________________________________
 LG0907  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 LG0907  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 LG0907  HORZ ORDER      -  SECOND
 LG0907  VERT ORDER      -  THIRD ? (See Below)
 LG0907
 LG0907.The horizontal coordinates were established by classical geodetic methods
 LG0907.and adjusted by the National Geodetic Survey in August 1997.
 LG0907
 LG0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0907
 LG0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0907.GEOID18 height accuracy estimate available here.
 LG0907
 LG0907.The vertical order pertains to the NGVD 29 superseded value.
 LG0907
 LG0907.Click photographs - Photos may exist for this station.
 LG0907
 LG0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0907
 LG0907. The following values were computed from the NAD 83(1995) position.
 LG0907
 LG0907;                    North         East     Units Scale Factor Converg.
 LG0907;SPC NE       -   111,714.764   703,258.540   MT  0.99973095   +1 35 49.7
 LG0907;SPC NE       -   366,517.52  2,307,274.06   sFT  0.99973095   +1 35 49.7
 LG0907;UTM  14      - 4,519,066.677   618,922.508   MT  0.99977407   +0 55 18.2
 LG0907
 LG0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0907!SPC NE       -   0.99992255  x   0.99973095  =   0.99965352
 LG0907!UTM  14      -   0.99992255  x   0.99977407  =   0.99969663
 LG0907
 LG0907:                Primary Azimuth Mark                     Grid Az
 LG0907:SPC NE       -  BRADSHAW COOP                            298 16 52.1
 LG0907:UTM  14      -  BRADSHAW COOP                            298 57 23.6
 LG0907
 LG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1892219066(NAD 83)
 LG0907
 LG0907|---------------------------------------------------------------------|
 LG0907| PID    Reference Object                     Distance      Geod. Az  |
 LG0907|                                                           dddmmss.s |
 LG0907| LG0922 BRADSHAW COOP                       APPROX.15.2 KM 2995241.8 |
 LG0907| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 4.7 KM 3552120.0 |
 LG0907|---------------------------------------------------------------------|
 LG0907
 LG0907                          SUPERSEDED SURVEY CONTROL
 LG0907
 LG0907  NAD 83(1986)-  40 48 50.42409(N)    097 35 23.79364(W) AD(       ) 2
 LG0907  NAD 27      -  40 48 50.38972(N)    097 35 22.60992(W) AD(       ) 2
 LG0907  NGVD 29             520.01   (m)         1706.1    (f) LEVELING    3  
 LG0907
 LG0907.Superseded values are not recommended for survey control.
 LG0907
 LG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0907.See file dsdata.pdf to determine how the superseded data were derived.
 LG0907
 LG0907_MARKER: DS = TRIANGULATION STATION DISK
 LG0907_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG0907_SP_SET: ELEVATOR ROOF
 LG0907_STAMPING: OTTO 1961
 LG0907_MARK LOGO: NEDR
 LG0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0907+STABILITY: POSITION/ELEVATION WELL
 LG0907
 LG0907  HISTORY     - Date     Condition        Report By
 LG0907  HISTORY     - 1961     MONUMENTED       NEDR
 LG0907
 LG0907                          STATION DESCRIPTION
 LG0907
 LG0907'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0907'THE STATION IS LOCATED 3.7 MILES SOUTH AND 0.4 MILES EAST OF THE
 LG0907'YORK COUNTY COURT HOUSE IN YORK.  THE STATION IS LOCATED ON TOP OF
 LG0907'AN OLD CONCRETE ELEVATOR WEST OF A SPUR RAILROAD FROM YORK TO
 LG0907'MC COOL JUNCTION IN THE NW 1/4 OF SECTION 30, T 10 N R 2W.
 LG0907'
 LG0907'TO REACH THE STATION FROM THE YORK COUNTY COURT HOUSE IN YORK GO
 LG0907'SOUTH 3.7 MILES ALONG U.S. HIGHWAY 81 TO AN INTERSECTION WITH A
 LG0907'COUNTY ROAD, TURN LEFT AND GO 0.4 MILES EAST TO THE STATION.
 LG0907'
 LG0907'THE STATION IS A STANDARD DEPARTMENT OF ROADS BRASS DISK STAMPED
 LG0907'OTTO - 1961 SET IN A 10 INCH SQUARE CONCRETE MONUMENT LOCATED
 LG0907'ON TOP OF THE ELEVATOR CALLED OTTO.  IT IS 125 FEET NORTH TO THE
 LG0907'CENTER OF THE COUNTY ROAD, AND 42.0 FEET EAST TO THE CENTER OF THE
 LG0907'RAILROAD TRACK.  THE STATION IS LOCATED NEAR THE CENTER OF THE
 LG0907'TOP OF THE ELEVATOR AND IS REACHED BY CLIMBING AN INSIDE LADDER
 LG0907'TO THE TOP.
 LG0907'
 LG0907'THERE ARE NO REFERENCE MARKS.
 LG0907'
 LG0907'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0908 ***********************************************************************
 LG0908  DESIGNATION -  OTTO 81
 LG0908  PID         -  LG0908
 LG0908  STATE/COUNTY-  NE/YORK
 LG0908  COUNTRY     -  US
 LG0908  USGS QUAD   -  YORK SOUTH (2017)
 LG0908
 LG0908                         *CURRENT SURVEY CONTROL
 LG0908  ______________________________________________________________________
 LG0908* NAD 83(1995) POSITION- 40 49 24.49162(N) 097 36 25.28673(W)   ADJUSTED
 LG0908* NAVD 88 ORTHO HEIGHT -   503.04  (+/-2cm)     1650.4   (feet) VERTCON
 LG0908  ______________________________________________________________________
 LG0908  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 LG0908  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 LG0908  HORZ ORDER      -  SECOND
 LG0908  VERT ORDER      -  THIRD ? (See Below)
 LG0908
 LG0908.The horizontal coordinates were established by classical geodetic methods
 LG0908.and adjusted by the National Geodetic Survey in August 1997.
 LG0908
 LG0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0908
 LG0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0908.GEOID18 height accuracy estimate available here.
 LG0908
 LG0908.The vertical order pertains to the NGVD 29 superseded value.
 LG0908
 LG0908.Click photographs - Photos may exist for this station.
 LG0908
 LG0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0908
 LG0908. The following values were computed from the NAD 83(1995) position.
 LG0908
 LG0908;                    North         East     Units Scale Factor Converg.
 LG0908;SPC NE       -   112,725.210   701,789.204   MT  0.99972899   +1 35 08.9
 LG0908;SPC NE       -   369,832.63  2,302,453.41   sFT  0.99972899   +1 35 08.9
 LG0908;UTM  14      - 4,520,094.412   617,465.120   MT  0.99976983   +0 54 38.6
 LG0908
 LG0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0908!SPC NE       -   0.99992523  x   0.99972899  =   0.99965424
 LG0908!UTM  14      -   0.99992523  x   0.99976983  =   0.99969508
 LG0908
 LG0908:                Primary Azimuth Mark                     Grid Az
 LG0908:SPC NE       -  YORK RADIO STATION KAWL TOWER            014 45 08.2
 LG0908:UTM  14      -  YORK RADIO STATION KAWL TOWER            015 25 38.5
 LG0908
 LG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1746520094(NAD 83)
 LG0908
 LG0908|---------------------------------------------------------------------|
 LG0908| PID    Reference Object                     Distance      Geod. Az  |
 LG0908|                                                           dddmmss.s |
 LG0908| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 3.8 KM 0162017.1 |
 LG0908| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.36.0 KM 0933053.0 |
 LG0908| CN9417 OTTO 81 RM 2                                       19440     |
 LG0908| CN9416 OTTO 81 RM 1                                       34536     |
 LG0908|---------------------------------------------------------------------|
 LG0908
 LG0908                          SUPERSEDED SURVEY CONTROL
 LG0908
 LG0908  NAD 83(1986)-  40 49 24.49994(N)    097 36 25.28750(W) AD(       ) 2
 LG0908  NAD 27      -  40 49 24.46606(N)    097 36 24.10333(W) AD(       ) 2
 LG0908  NGVD 29             502.84   (m)         1649.7    (f) LEVELING    3  
 LG0908
 LG0908.Superseded values are not recommended for survey control.
 LG0908
 LG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0908.See file dsdata.pdf to determine how the superseded data were derived.
 LG0908
 LG0908_MARKER: DS = TRIANGULATION STATION DISK
 LG0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0908_STAMPING: OTTO 81 1961
 LG0908_MARK LOGO: NEDR
 LG0908_PROJECTION: RECESSED 30 CENTIMETERS
 LG0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0908+STABILITY: SURFACE MOTION
 LG0908
 LG0908  HISTORY     - Date     Condition        Report By
 LG0908  HISTORY     - 1961     MONUMENTED       NEDR
 LG0908
 LG0908                          STATION DESCRIPTION
 LG0908
 LG0908'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0908'THE STATION IS LOCATED 3.1 MILES SOUTH AND 0.5 MILES WEST OF
 LG0908'VILLAGE OF YORK IN SECTION 24 T 1O N R 3 W.
 LG0908'
 LG0908'TO REACH STATION FROM THE COUNTY COURT HOUSE IN YORK, PROCEED 2.7
 LG0908'MILES SOUTH ON STATE HIGHWAY 81, TURN RIGHT (WEST) ON COUNTY ROAD
 LG0908'AND GO 0.5 MILE, TURN LEFT (SOUTH) AND GO 2,000 FEET
 LG0908'FOLLOWING 1/2 SECTION LINE TO STATION.
 LG0908'
 LG0908'THE STATION MARK IS A STANDARD DEPARTMENT OF ROADS BRASS DISK SET
 LG0908'IN TOP OF A CONCRETE MONUMENT, STAMPED OTTO 81-1961 IS 6.0 FEET
 LG0908'EAST OF NORTH AND SOUTH 1/2 SECTION LINE FENCE.  STATION IS 1.0
 LG0908'FEET BELOW GROUND ELEVATION.
 LG0908'
 LG0908'REFERENCE 1 IS A STANDARD NEBRASKA DEPARTMENT OF ROADS BRASS
 LG0908'DISK SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED OTTO 81-RM 1.
 LG0908'IT IS 22.3 FEET NORTHWEST OF STATION IN FENCE LINE, 0.3 FEET
 LG0908'ABOVE GROUND ELEVATION.
 LG0908'
 LG0908'REFERENCE 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK DISK
 LG0908'STAMPED OTTO 81-RM 2.  IT IS 22.8 FEET SOUTH WEST OF STATION, IN
 LG0908'FENCELINE 0.3 FEET ABOVE GROUND ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0510 ***********************************************************************
 NO0510  DESIGNATION -  OVERMAN ECC RM 1
 NO0510  PID         -  NO0510
 NO0510  STATE/COUNTY-  NE/CHERRY
 NO0510  COUNTRY     -  US
 NO0510  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0510
 NO0510                         *CURRENT SURVEY CONTROL
 NO0510  ______________________________________________________________________
 NO0510* NAD 83(1996) POSITION- 42 59 53.41742(N) 100 45 15.82182(W)   ADJUSTED
 NO0510* NAVD 88 ORTHO HEIGHT -   893.8   (meters)     2932.    (feet) VERTCON
 NO0510  ______________________________________________________________________
 NO0510  GEOID HEIGHT    -        -21.690 (meters)                     GEOID18
 NO0510  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC18
 NO0510  HORZ ORDER      -  SECOND
 NO0510
 NO0510.The horizontal coordinates were established by classical geodetic methods
 NO0510.and adjusted by the National Geodetic Survey in January 1998.
 NO0510
 NO0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0510
 NO0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0510.GEOID18 height accuracy estimate available here.
 NO0510
 NO0510.Click photographs - Photos may exist for this station.
 NO0510
 NO0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0510
 NO0510. The following values were computed from the NAD 83(1996) position.
 NO0510
 NO0510;                    North         East     Units Scale Factor Converg.
 NO0510;SPC NE       -   351,686.485   438,484.914   MT  0.99999916   -0 29 59.8
 NO0510;SPC NE       - 1,153,824.74  1,438,595.92   sFT  0.99999916   -0 29 59.8
 NO0510;SPC SD S     -    73,945.042   565,666.557   MT  0.99996505   -0 17 25.7
 NO0510;SPC SD S     -   242,601.36  1,855,857.70   sFT  0.99996505   -0 17 25.7
 NO0510;UTM  14      - 4,762,105.093   356,996.319   MT  0.99985158   -1 11 48.0
 NO0510
 NO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0510!SPC NE       -   0.99986325  x   0.99999916  =   0.99986241
 NO0510!SPC SD S     -   0.99986325  x   0.99996505  =   0.99982830
 NO0510!UTM  14      -   0.99986325  x   0.99985158  =   0.99971485
 NO0510
 NO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5699662105(NAD 83)
 NO0510
 NO0510|---------------------------------------------------------------------|
 NO0510| PID    Reference Object                     Distance      Geod. Az  |
 NO0510|                                                           dddmmss.s |
 NO0510| NO0511 BOUNDARY MON 56 NE SD               218.600 METERS 09009     |
 NO0510| NO0448 OVERMAN ECC=BOUNDARY MON 56 ECC     221.650 METERS 20253     |
 NO0510|---------------------------------------------------------------------|
 NO0510
 NO0510                          SUPERSEDED SURVEY CONTROL
 NO0510
 NO0510  NAD 83(1995)-  42 59 53.41742(N)    100 45 15.82183(W) AD(       ) 2
 NO0510  NAD 83(1986)-  42 59 53.41686(N)    100 45 15.83227(W) AD(       ) 2
 NO0510  NAD 27      -  42 59 53.39300(N)    100 45 14.32300(W) AD(       ) 2
 NO0510  NGVD 29 (07/19/86)  893.5    (m)         2931.     (f) VERT ANG       
 NO0510
 NO0510.Superseded values are not recommended for survey control.
 NO0510
 NO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0510.See file dsdata.pdf to determine how the superseded data were derived.
 NO0510
 NO0510_MARKER: 71 = BOUNDARY MONUMENT
 NO0510
 NO0510  HISTORY     - Date     Condition        Report By
 NO0510  HISTORY     - 1933     FIRST OBSERVED   CGS
 NO0510
 NO0510                          STATION DESCRIPTION
 NO0510
 NO0510'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0448 ***********************************************************************
 NO0448  DESIGNATION -  OVERMAN ECC=BOUNDARY MON 56 ECC
 NO0448  PID         -  NO0448
 NO0448  STATE/COUNTY-  NE/CHERRY
 NO0448  COUNTRY     -  US
 NO0448  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0448
 NO0448                         *CURRENT SURVEY CONTROL
 NO0448  ______________________________________________________________________
 NO0448* NAD 83(1995) POSITION- 42 59 46.80021(N) 100 45 19.62749(W)   ADJUSTED
 NO0448* NAVD 88 ORTHO HEIGHT -   895.    (meters)     2936.    (feet) SCALED
 NO0448  ______________________________________________________________________
 NO0448  GEOID HEIGHT    -        -21.681 (meters)                     GEOID18
 NO0448  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 NO0448  HORZ ORDER      -  FIRST
 NO0448
 NO0448.The horizontal coordinates were established by classical geodetic methods
 NO0448.and adjusted by the National Geodetic Survey in August 1997.
 NO0448
 NO0448.The orthometric height was scaled from a topographic map.
 NO0448
 NO0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0448.GEOID18 height accuracy estimate available here.
 NO0448
 NO0448.Click photographs - Photos may exist for this station.
 NO0448
 NO0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0448
 NO0448. The following values were computed from the NAD 83(1995) position.
 NO0448
 NO0448;                    North         East     Units Scale Factor Converg.
 NO0448;SPC NE       -   351,483.045   438,396.931   MT  0.99999832   -0 30 02.3
 NO0448;SPC NE       - 1,153,157.29  1,438,307.26   sFT  0.99999832   -0 30 02.3
 NO0448;SPC SD S     -    73,741.288   565,579.322   MT  0.99996539   -0 17 28.3
 NO0448;SPC SD S     -   241,932.88  1,855,571.49   sFT  0.99996539   -0 17 28.3
 NO0448;UTM  14      - 4,761,902.767   356,905.883   MT  0.99985190   -1 11 50.4
 NO0448
 NO0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0448!SPC NE       -   0.99986301  x   0.99999832  =   0.99986133
 NO0448!SPC SD S     -   0.99986301  x   0.99996539  =   0.99982840
 NO0448!UTM  14      -   0.99986301  x   0.99985190  =   0.99971493
 NO0448
 NO0448:                Primary Azimuth Mark                     Grid Az
 NO0448:SPC NE       -  OVERMAN ECC AZ MK                        085 58 34.4
 NO0448:SPC SD S     -  OVERMAN ECC AZ MK                        085 46 00.4
 NO0448:UTM  14      -  OVERMAN ECC AZ MK                        086 40 22.5
 NO0448
 NO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5690561902(NAD 83)
 NO0448
 NO0448|---------------------------------------------------------------------|
 NO0448| PID    Reference Object                     Distance      Geod. Az  |
 NO0448|                                                           dddmmss.s |
 NO0448| OS0705 LAKEVIEW CH CROSS NE PART           APPROX. 8.7 KM 0143044.8 |
 NO0448| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX. 8.5 KM 0151553.9 |
 NO0448| NO0510 OVERMAN ECC RM 1                    221.650 METERS 02253     |
 NO0448| CO3408 OVERMAN ECC AZ MK                                  0852832.1 |
 NO0448| NO0432 VALENTINE MUNICIPAL TANK            APPROX.20.4 KM 1255150.5 |
 NO0448| CO3409 OVERMAN ECC RM 2                    249.632 METERS 32503     |
 NO0448| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.10.5 KM 3455831.2 |
 NO0448|---------------------------------------------------------------------|
 NO0448
 NO0448                          SUPERSEDED SURVEY CONTROL
 NO0448
 NO0448  NAD 83(1986)-  42 59 46.79967(N)    100 45 19.63792(W) AD(       ) 1
 NO0448  NAD 27      -  42 59 46.77600(N)    100 45 18.12900(W) AD(       ) 1
 NO0448
 NO0448.Superseded values are not recommended for survey control.
 NO0448
 NO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0448.See file dsdata.pdf to determine how the superseded data were derived.
 NO0448
 NO0448_MARKER: DS = TRIANGULATION STATION DISK
 NO0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0448_STAMPING: OVERMAN ECC 1933
 NO0448_MARK LOGO: CGS
 NO0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0448+STABILITY: SURFACE MOTION
 NO0448
 NO0448  HISTORY     - Date     Condition        Report By
 NO0448  HISTORY     - 1933     MONUMENTED       CGS
 NO0448  HISTORY     - 1936     GOOD             CGS
 NO0448
 NO0448                          STATION DESCRIPTION
 NO0448
 NO0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0448'IN NORTHEAST QUARTER OF SEC. 20, T. 35 N., R. 29 W., ON LAND
 NO0448'OWNED AND OPERATED BY LEVI C. OVERMAN.
 NO0448'
 NO0448'REACHED FROM CROOKSTON BY ROSEBUD ROAD NORTH 4.75 MILES JUST
 NO0448'SOUTH OF STATE LINE.  STATION IS ON A SMALL HILL WEST ABOUT 1/2
 NO0448'MILE FROM THIS POINT.
 NO0448'
 NO0448'REFERENCE MARK NO. 1 IS ON STATE LINE AND ABOUT 800 FEET FROM
 NO0448'NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'REFERENCE MARK NO. 2 IS ON STATE LINE AND ABOUT 0.3 MILE WEST
 NO0448'OF NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'AZIMUTH MARK IS EAST OF STATION IN FENCE LINE ON EAST SIDE OF
 NO0448'NORTH-AND-SOUTH FENCE ON EAST SIDE OF ROAD WHICH DIVIDES
 NO0448'SECTIONS 20 AND 21.  ABOUT 700 FEET SOUTH OF NORTHWEST CORNER
 NO0448'SECTION 21.  BOUNDARY MONUMENT 56 IS NOT VISIBLE FROM STATION.
 NO0448'A THIRD-ORDER TRAVERSE CONNECTION WAS MADE AS FOLLOWS--DISTANCE
 NO0448'FROM STATION TO REFERENCE MARK NO. 1 MEASURED WITH A HORIZONTAL
 NO0448'TAPE AND PLUMB-BOB.  DISTANCE FROM REFERENCE MARK NO. 1 TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH HORIZONTAL TAPE AND
 NO0448'PLUMB-BOB.  ANGLE AT REFERENCE MARK NO. 1, FROM STATION TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH THREE SETS DIRECT AND
 NO0448'REVERSE OBSERVATIONS.
 NO0448'
 NO0448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0448'BRONZE DISKS SET AS DESCRIBED.
 NO0448'
 NO0448'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
 NO0448
 NO0448                          STATION RECOVERY (1936)
 NO0448
 NO0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0448'STATION RECOVERED AS DESCRIBED, EXCEPT THAT STATION IS MARKED
 NO0448'OVERMAN ECC.  THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 NO0448'A DETAILED DESCRIPTION OF ORIGINAL OCCUPATION IS AS FOLLOWS--
 NO0448'
 NO0448'THE STATION IS IN THE NORTHEAST QUARTER, SEC. 20, T. 35 N., R.
 NO0448'29 W., ON LAND OWNED AND OPERATED BY LEVI O. OVERMAN.
 NO0448'
 NO0448'REACHED FROM CROOKSTON BY ROSEBUD ROAD NORTH 4.75 MILES JUST
 NO0448'SOUTH OF STATE LINE.  STATION IS ON A SMALL HILL WEST ABOUT 1/2
 NO0448'MILE FROM THIS POINT.
 NO0448'
 NO0448'REFERENCE MARK NO. 1 IS ON THE STATE LINE AND ABOUT 800 FEET
 NO0448'FROM NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'REFERENCE MARK NO. 2 IS ON STATE LINE AND ABOUT 0.3 MILE WEST OF
 NO0448'NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'AZIMUTH MARK IS EAST OF STATION IN FENCE LINE WHICH DIVIDES
 NO0448'SECTIONS 20 AND 21.  ABOUT 700 FEET SOUTH OF NORTHWEST CORNER
 NO0448'SECTION 21.  BOUNDARY MONUMENT 56 IS NOT VISIBLE FROM STATION.
 NO0448'A THIRD-ORDER TRAVERSE CONNECTION WAS MADE AS FOLLOWS--DISTANCE
 NO0448'FROM STATION TO REFERENCE MARK NO. 1 WAS MADE WITH HORIZONTAL
 NO0448'TAPE AND PLUMB-BOB.  DISTANCE FROM REFERENCE MARK NO. 1 TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH HORIZONTAL TAPE AND
 NO0448'PLUMB-BOB.  ANGLE TO REFERENCE MARK NO. 1 FROM STATION TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH THREE SETS DIRECT AND REVERSE
 NO0448'OBSERVATIONS.
 NO0448'
 NO0448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NO0448'TABLETS SET IN CONCRETE AND DESCRIBED.
 NO0448'
 NO0448'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1051 ***********************************************************************
 LH1051  DESIGNATION -  OVERTON
 LH1051  PID         -  LH1051
 LH1051  STATE/COUNTY-  NE/DAWSON
 LH1051  COUNTRY     -  US
 LH1051  USGS QUAD   -  OVERTON (2017)
 LH1051
 LH1051                         *CURRENT SURVEY CONTROL
 LH1051  ______________________________________________________________________
 LH1051* NAD 83(1995) POSITION- 40 44 35.96855(N) 099 34 44.21872(W)   ADJUSTED
 LH1051* NAVD 88 ORTHO HEIGHT -   710.56  (+/-2cm)     2331.2   (feet) VERTCON
 LH1051  ______________________________________________________________________
 LH1051  GEOID HEIGHT    -        -24.079 (meters)                     GEOID18
 LH1051  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LH1051  HORZ ORDER      -  THIRD
 LH1051  VERT ORDER      -  THIRD ? (See Below)
 LH1051
 LH1051.The horizontal coordinates were established by classical geodetic methods
 LH1051.and adjusted by the National Geodetic Survey in August 1997.
 LH1051
 LH1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1051
 LH1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1051.GEOID18 height accuracy estimate available here.
 LH1051
 LH1051.The vertical order pertains to the NGVD 29 superseded value.
 LH1051
 LH1051.Click photographs - Photos may exist for this station.
 LH1051
 LH1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1051
 LH1051. The following values were computed from the NAD 83(1995) position.
 LH1051
 LH1051;                    North         East     Units Scale Factor Converg.
 LH1051;SPC NE       -   101,121.292   535,553.062   MT  0.99974646   +0 16 44.5
 LH1051;SPC NE       -   331,762.11  1,757,060.34   sFT  0.99974646   +0 16 44.5
 LH1051;UTM  14      - 4,510,425.474   451,120.927   MT  0.99962941   -0 22 40.3
 LH1051
 LH1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1051!SPC NE       -   0.99989233  x   0.99974646  =   0.99963881
 LH1051!UTM  14      -   0.99989233  x   0.99962941  =   0.99952178
 LH1051
 LH1051:                Primary Azimuth Mark                     Grid Az
 LH1051:SPC NE       -  OVERTON AZ MK                            284 01 57.9
 LH1051:UTM  14      -  OVERTON AZ MK                            284 41 22.7
 LH1051
 LH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5112010425(NAD 83)
 LH1051
 LH1051|---------------------------------------------------------------------|
 LH1051| PID    Reference Object                     Distance      Geod. Az  |
 LH1051|                                                           dddmmss.s |
 LH1051| LH1430 OVERTON RM 1                          8.757 METERS 17930     |
 LH1051| LH1482 OVERTON AZ MK                                      2841842.4 |
 LH1051| LH1042 RADIO STATION KRVN WEST MAST        APPROX. 3.2 KM 2851602.6 |
 LH1051| LH1483 OVERTON RM 2                          9.269 METERS 28758     |
 LH1051|---------------------------------------------------------------------|
 LH1051
 LH1051                          SUPERSEDED SURVEY CONTROL
 LH1051
 LH1051  NAD 83(1986)-  40 44 35.97504(N)    099 34 44.22191(W) AD(       ) 3
 LH1051  NAD 27      -  40 44 35.93940(N)    099 34 42.83110(W) AD(       ) 3
 LH1051  NGVD 29             710.29   (m)         2330.3    (f) LEVELING    3  
 LH1051
 LH1051.Superseded values are not recommended for survey control.
 LH1051
 LH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1051.See file dsdata.pdf to determine how the superseded data were derived.
 LH1051
 LH1051_MARKER: DS = TRIANGULATION STATION DISK
 LH1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1051_STAMPING: OVERTON 1951
 LH1051_MARK LOGO: CGS
 LH1051_PROJECTION: FLUSH
 LH1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1051+STABILITY: SURFACE MOTION
 LH1051
 LH1051  HISTORY     - Date     Condition        Report By
 LH1051  HISTORY     - 1951     MONUMENTED       CGS
 LH1051  HISTORY     - 1959     GOOD             CGS
 LH1051  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH1051
 LH1051                          STATION DESCRIPTION
 LH1051
 LH1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1051'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF
 LH1051'LEXINGTON AND 2.25 MILES WEST-NORTHWEST OF OVERTON.  IT
 LH1051'IS ON THE UNION PACIFIC RAILROAD RIGHT-OF-WAY, IN THE SOUTHWEST
 LH1051'ANGLE OF A CROSSROAD INTERSECTION, 87 FEET SOUTH OF THE
 LH1051'CENTER OF U.S. HIGHWAY 30, 50 FEET WEST OF THE CENTER OF
 LH1051'A DIRT ROAD, 43.4 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LH1051'TRACK AND 6.5 FEET SOUTHWEST OF THE RAILROAD RIGHT-OF-WAY
 LH1051'FENCE CORNER.  IT IS STAMPED OVERTON 1951 AND IS SET FLUSH.
 LH1051'
 LH1051'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE NORTH RAIL
 LH1051'OF THE RAILROAD TRACK AND 1 FOOT WEST OF THE RAILROAD RIGHT-OF-WAY
 LH1051'FENCE LINE.  IT IS STAMPED OVERTON NO 1 1951 AND PROJECTS
 LH1051'3 INCHES.
 LH1051'
 LH1051'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE NORTH RAIL
 LH1051'OF THE RAILROAD TRACK, 28 FEET SOUTHEAST OF A POWER LINE
 LH1051'POLE AND 1 FOOT SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE
 LH1051'LINE.  IT IS STAMPED OVERTON NO 2 1951 AND PROJECTS 4 INCHES.
 LH1051'
 LH1051'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LH1051'MARK NO. 2 IS 48.0 FEET.
 LH1051'
 LH1051'THE AZIMUTH MARK IS LOCATED 63 FEET NORTH OF THE CENTER
 LH1051'OF U.S. HIGHWAY 30.  IT IS STAMPED OVERTON 1951 AND PROJECTS
 LH1051'8 INCHES.
 LH1051'
 LH1051'TO REACH THE STATION FROM THE POST OFFICE IN OVERTON, GO
 LH1051'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 2.25 MILES TO A
 LH1051'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 LH1051'
 LH1051'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST NORTH
 LH1051'OF THE STATION, GO WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR
 LH1051'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1051
 LH1051                          STATION RECOVERY (1959)
 LH1051
 LH1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1051'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LH1051'FOUND INTACT, DIRECTIONS FOR REACHING STATION ARE ADEQUATE
 LH1051'AS PREVIOUSLY DESCRIBED.
 LH1051'
 LH1051'DISTANCES REMEASURED TO THE ORIGINAL REFERENCE MARKS CHECKED
 LH1051'THE ORIGINAL DISTANCES.  A DIFFERENCE OF 2 MINUTES WAS FOUND
 LH1051'TO THE DIRECTION TO R.M. NO. 1.
 LH1051
 LH1051                          STATION RECOVERY (1991)
 LH1051
 LH1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1051'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1054 ***********************************************************************
 LH1054  DESIGNATION -  OVERTON MUNICIPAL TANK
 LH1054  PID         -  LH1054
 LH1054  STATE/COUNTY-  NE/DAWSON
 LH1054  COUNTRY     -  US
 LH1054  USGS QUAD   -  OVERTON (2017)
 LH1054
 LH1054                         *CURRENT SURVEY CONTROL
 LH1054  ______________________________________________________________________
 LH1054* NAD 83(1995) POSITION- 40 44 32.32787(N) 099 32 14.74819(W)   ADJUSTED
 LH1054  ______________________________________________________________________
 LH1054  GEOID HEIGHT    -        -24.122 (meters)                     GEOID18
 LH1054  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LH1054  HORZ ORDER      -  THIRD
 LH1054
 LH1054.The horizontal coordinates were established by classical geodetic methods
 LH1054.and adjusted by the National Geodetic Survey in August 1997.
 LH1054
 LH1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1054.GEOID18 height accuracy estimate available here.
 LH1054
 LH1054.Click photographs - Photos may exist for this station.
 LH1054
 LH1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1054
 LH1054. The following values were computed from the NAD 83(1995) position.
 LH1054
 LH1054;                    North         East     Units Scale Factor Converg.
 LH1054;SPC NE       -   101,026.933   539,059.503   MT  0.99974669   +0 18 23.6
 LH1054;SPC NE       -   331,452.53  1,768,564.39   sFT  0.99974669   +0 18 23.6
 LH1054;UTM  14      - 4,510,290.925   454,625.637   MT  0.99962534   -0 21 02.8
 LH1054
 LH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5462510290(NAD 83)
 LH1054
 LH1054                          SUPERSEDED SURVEY CONTROL
 LH1054
 LH1054  NAD 83(1986)-  40 44 32.33369(N)    099 32 14.75102(W) AD(       ) 3
 LH1054  NAD 27      -  40 44 32.30000(N)    099 32 13.37000(W) AD(       ) 3
 LH1054
 LH1054.Superseded values are not recommended for survey control.
 LH1054
 LH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1054.See file dsdata.pdf to determine how the superseded data were derived.
 LH1054
 LH1054_MARKER: 53 = ELEVATED TANK
 LH1054
 LH1054  HISTORY     - Date     Condition        Report By
 LH1054  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1054  HISTORY     - 1959     GOOD             CGS
 LH1054
 LH1054                          STATION DESCRIPTION
 LH1054
 LH1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1054'THE STATION IS LOCATED IN THE NORTH PART OF OVERTON, 70 FEET NORTH
 LH1054'OF THE CENTER OF AN EAST-WEST STREET AND 60 FEET EAST OF THE
 LH1054'CENTER OF A NORTH-SOUTH STREET.
 LH1054'
 LH1054'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1054'OVERALL HEIGHT IS 100 FEET.
 LH1054'
 LH1054'THE POINT OBSERVED UPON WAS A BALL AT THE APEX OF THE TANK.
 LH1054
 LH1054                          STATION RECOVERY (1959)
 LH1054
 LH1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1054'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1054'IS THE SAME TANK THAT WAS OBSERVED IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1430 ***********************************************************************
 LH1430  DESIGNATION -  OVERTON RM 1
 LH1430  PID         -  LH1430
 LH1430  STATE/COUNTY-  NE/DAWSON
 LH1430  COUNTRY     -  US
 LH1430  USGS QUAD   -  OVERTON (2017)
 LH1430
 LH1430                         *CURRENT SURVEY CONTROL
 LH1430  ______________________________________________________________________
 LH1430* NAD 83(1986) POSITION- 40 44 35.68   (N) 099 34 44.22   (W)   HD_HELD1
 LH1430* NAVD 88 ORTHO HEIGHT -   710.585 (meters)     2331.31  (feet) ADJUSTED
 LH1430  ______________________________________________________________________
 LH1430  GEOID HEIGHT    -        -24.080 (meters)                     GEOID18
 LH1430  DYNAMIC HEIGHT  -        710.164 (meters)     2329.93  (feet) COMP
 LH1430  MODELED GRAVITY -    980,010.0   (mgal)                       NAVD 88
 LH1430
 LH1430  VERT ORDER      -  FIRST     CLASS II
 LH1430
 LH1430.The horizontal coordinates were determined by differentially corrected
 LH1430.hand held GPS observations or other comparable positioning techniques
 LH1430.and have an estimated accuracy of +/- 3 meters.
 LH1430
 LH1430.The orthometric height was determined by differential leveling and
 LH1430.adjusted by the NATIONAL GEODETIC SURVEY
 LH1430.in May 1993.
 LH1430
 LH1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1430.GEOID18 height accuracy estimate available here.
 LH1430
 LH1430.Click photographs - Photos may exist for this station.
 LH1430
 LH1430.The dynamic height is computed by dividing the NAVD 88
 LH1430.geopotential number by the normal gravity value computed on the
 LH1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1430.degrees latitude (g = 980.6199 gals.).
 LH1430
 LH1430.The modeled gravity was interpolated from observed gravity values.
 LH1430
 LH1430;                    North         East    Units  Estimated Accuracy
 LH1430;SPC NE       -   101,112.4     535,553.1     MT  (+/- 3 meters HH1 GPS) 
 LH1430
 LH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5112010416(NAD 83)
 LH1430
 LH1430                          SUPERSEDED SURVEY CONTROL
 LH1430
 LH1430  NGVD 29 (02/14/92)  710.318  (m)         2330.44   (f) ADJUSTED    1 2
 LH1430
 LH1430.Superseded values are not recommended for survey control.
 LH1430
 LH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1430.See file dsdata.pdf to determine how the superseded data were derived.
 LH1430
 LH1430_MARKER: DR = REFERENCE MARK DISK
 LH1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1430_STAMPING: OVERTON NO 1 1951
 LH1430_MARK LOGO: CGS
 LH1430_PROJECTION: RECESSED 5 CENTIMETERS
 LH1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1430+STABILITY: SURFACE MOTION
 LH1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1430+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH1430
 LH1430  HISTORY     - Date     Condition        Report By
 LH1430  HISTORY     - 1951     MONUMENTED       CGS
 LH1430  HISTORY     - 19910920 GOOD             NGS
 LH1430
 LH1430                          STATION DESCRIPTION
 LH1430
 LH1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1430'14.0 KM (8.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1430'OF U.S. HIGHWAY 283 IN LEXINGTON, 35.5 M (116.5 FT) SOUTH OF AND
 LH1430'LEVEL WITH THE HIGHWAY CENTERLINE, 15.7 M (51.5 FT) WEST OF THE
 LH1430'CENTER OF A PAVED ROAD, 9.0 M (29.5 FT) SOUTHWEST OF A UTILITY POLE,
 LH1430'4.4 M (14.4 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 LH1430'1.4 M (4.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 LH1430'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0766 ***********************************************************************
 NN0766  DESIGNATION -  OVITT
 NN0766  PID         -  NN0766
 NN0766  STATE/COUNTY-  NE/LOUP
 NN0766  COUNTRY     -  US
 NN0766  USGS QUAD   -  SHOVEL DOT RANCH (2017)
 NN0766
 NN0766                         *CURRENT SURVEY CONTROL
 NN0766  ______________________________________________________________________
 NN0766* NAD 83(1995) POSITION- 42 03 28.20813(N) 099 35 18.41809(W)   ADJUSTED
 NN0766* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 NN0766  ______________________________________________________________________
 NN0766  GEOID HEIGHT    -        -22.793 (meters)                     GEOID18
 NN0766  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 NN0766  HORZ ORDER      -  FIRST
 NN0766
 NN0766.The horizontal coordinates were established by classical geodetic methods
 NN0766.and adjusted by the National Geodetic Survey in August 1997.
 NN0766
 NN0766.The orthometric height was scaled from a topographic map.
 NN0766
 NN0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0766.GEOID18 height accuracy estimate available here.
 NN0766
 NN0766.Click photographs - Photos may exist for this station.
 NN0766
 NN0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0766
 NN0766. The following values were computed from the NAD 83(1995) position.
 NN0766
 NN0766;                    North         East     Units Scale Factor Converg.
 NN0766;SPC NE       -   247,061.142   534,056.202   MT  0.99970494   +0 16 21.8
 NN0766;SPC NE       -   810,566.43  1,752,149.39   sFT  0.99970494   +0 16 21.8
 NN0766;UTM  14      - 4,656,365.171   451,310.080   MT  0.99962917   -0 23 39.1
 NN0766
 NN0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0766!SPC NE       -   0.99988403  x   0.99970494  =   0.99958901
 NN0766!UTM  14      -   0.99988403  x   0.99962917  =   0.99951325
 NN0766
 NN0766:                Primary Azimuth Mark                     Grid Az
 NN0766:SPC NE       -  OVITT AZ MK                              107 08 16.7
 NN0766:UTM  14      -  OVITT AZ MK                              107 48 17.6
 NN0766
 NN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5131056365(NAD 83)
 NN0766
 NN0766|---------------------------------------------------------------------|
 NN0766| PID    Reference Object                     Distance      Geod. Az  |
 NN0766|                                                           dddmmss.s |
 NN0766| CO3410 OVITT AZ MK                                        1072438.5 |
 NN0766| CO3411 OVITT RM 1                           32.934 METERS 11914     |
 NN0766| NN0765 T24N R20W SECS 11 12 13 14          119.939 METERS 30044     |
 NN0766| CO3412 OVITT RM 2                           19.753 METERS 31957     |
 NN0766|---------------------------------------------------------------------|
 NN0766
 NN0766                          SUPERSEDED SURVEY CONTROL
 NN0766
 NN0766  NAD 83(1986)-  42 03 28.21338(N)    099 35 18.43048(W) AD(       ) 1
 NN0766  NAD 27      -  42 03 28.20600(N)    099 35 17.00800(W) AD(       ) 1
 NN0766
 NN0766.Superseded values are not recommended for survey control.
 NN0766
 NN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0766.See file dsdata.pdf to determine how the superseded data were derived.
 NN0766
 NN0766_MARKER: DS = TRIANGULATION STATION DISK
 NN0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0766_STAMPING: OVITT 1934
 NN0766_MARK LOGO: CGS
 NN0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0766+STABILITY: SURFACE MOTION
 NN0766
 NN0766  HISTORY     - Date     Condition        Report By
 NN0766  HISTORY     - 1934     MONUMENTED       CGS
 NN0766  HISTORY     - 1949     GOOD             CGS
 NN0766
 NN0766                          STATION DESCRIPTION
 NN0766
 NN0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0766'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 13, T. 24 N.,
 NN0766'R. 20 W., 4 MILES WEST AND 1 MILE NORTH OF OVITT POST OFFICE
 NN0766'ON A HIGH SAND HILL WHICH IS THE MOST NORTHERN AND WESTERLY
 NN0766'OF THREE OR FOUR SUCH HILLS, ABOUT THE SAME ELEVATION.
 NN0766'
 NN0766'TO REACH STATION FROM THE CITY PARK IN TAYLOR, GO NORTH ON U.S.
 NN0766'HIGHWAY 83 FOR 23.3 MILES WHICH IS ABOUT 100 FEET NORTH OF
 NN0766'U.S.C. AND G.S. B.M. Z-17 TO T ROAD LEFT (WEST), PASS THROUGH
 NN0766'AUTO GATE AND CONTINUE WESTWARDLY FOR 3.1 MILES ON MAIN PRAIRIE
 NN0766'ROAD WITH CONCRETE SCHOOLHOUSE ON LEFT, OVITT SCHOOL, NO. 18.
 NN0766'TURN LEFT (SOUTH) ON DIM ROAD FOR 0.25 MILE AND PASS OVER WOODEN
 NN0766'BRIDGE OVER CALAMUS RIVER, CONTINUE SOUTH FOR 0.1 MILE TO A
 NN0766'FENCE CORNER, TURN WEST THROUGH GATE AND GO WEST ON NORTH SIDE
 NN0766'OF FENCE AND GO 1.6 MILES ON MAIN TRAIL, PASS THROUGH
 NN0766'SECOND GATE AND GO WEST ALONG MAIN TRAIL ON THE SOUTH
 NN0766'SIDE OF THE FENCE FOR 1.0 MILE.  CONTINUE, FOLLOWING MAIN
 NN0766'TRAIL FOR 0.7 MILE TO STONE FOUNDATION TO HOUSE AND GROVE OF
 NN0766'TREES ON LEFT, FOLLOW MAIN TRAIL WESTWARDLY FOR 1.0 MILE TO
 NN0766'THE SOUTH SIDE OF PROMINENT SAND HILL.  MARK IS ON THE HIGHEST
 NN0766'POINT OF SAID SAND HILL, 15 FEET SOUTH OF NORTH BREAK, AND
 NN0766'PROJECTS ABOUT 8 INCHES.
 NN0766'
 NN0766'REFERENCE MARK NO. 1 IS IN DIP ON EAST-WEST RIDGE, ABOUT 15
 NN0766'FEET BELOW HIGHEST POINT ON THE NORTH BREAK OF SLOPE.
 NN0766'
 NN0766'REFERENCE MARK NO. 2 IS ON EAST-WEST RIDGE, ABOUT 3 FEET SOUTH OF
 NN0766'NORTH BREAK OF SLOPE, JUST WEST OF HIGHEST POINT OF HILL.
 NN0766'
 NN0766'TO REACH AZIMUTH MARK FROM ABOVE DESCRIBED FOUNDATION OF STONE
 NN0766'HOUSE, GO 0.5 MILE WEST ON DIM TRAIL TO SMALL PLAIN (0.8
 NN0766'MILE EAST-WEST, 0.2 MILE NORTH-SOUTH) SURROUNDED BY HILLS.
 NN0766'MARK IS 1/4 MILE WEST OF EAST END OF PLAIN, 250 FEET SOUTH OF
 NN0766'NORTH END, 16 FEET SOUTHWEST OF CENTERLINE OF SAID TRAIL, AND
 NN0766'PROJECTS 8 INCHES.
 NN0766'
 NN0766'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0766
 NN0766                          STATION RECOVERY (1949)
 NN0766
 NN0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0766'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NN0766'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NN0766'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR.
 NN0766'
 NN0766'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0766'
 NN0766'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHWEST OF THE ROSE
 NN0766'POST OFFICE AND 5.0 MILES WEST OF THE OVITT SCHOOL, ON THE SUMMIT
 NN0766'OF HIGHEST SAND HILL IN THE VICINITY.  IT IS ON THE EAST EDGE
 NN0766'OF HIGHEST POINT OF HILL, 250 FEET SOUTH OF EAST-WEST FENCE
 NN0766'LINE, AND 6 FEET EAST OF NORTHEAST EDGE OF LARGE SAND BLOWOUT.
 NN0766'IT IS STAMPED OVITT 1934 AND PROJECTS 5 INCHES.
 NN0766'
 NN0766'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ABOUT
 NN0766'25 FEET BELOW THE STATION IN A DIP IN EAST-WEST RIDGE.  IT
 NN0766'IS STAMPED OVITT NO 1 1934 AND PROJECTS 15 INCHES.
 NN0766'
 NN0766'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 3 FEET
 NN0766'NORTH OF THE NORTH EDGE OF SAND BLOWOUT AND HIGHEST POINT OF
 NN0766'HILL.  IT IS STAMPED OVITT NO 2 1934 AND PROJECTS 6 INCHES.
 NN0766'
 NN0766'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, ABOUT IN THE
 NN0766'CENTER OF SMALL PLAIN SURROUNDED BY HILLS, AND ABOUT 0.5 MILE
 NN0766'SOUTH OF EAST-WEST FENCE LINE THAT PASSES THE STATION.  IT
 NN0766'IS STAMPED OVITT 1934 AND PROJECTS 5 INCHES.
 NN0766'
 NN0766'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST
 NN0766'TO SMALL PLAIN SURROUND BY HILLS AND AZIMUTH MARK IN THE CENTER
 NN0766'OF PLAIN AS DESCRIBED.
 NN0766'
 NN0766'TO REACH THE STATION FROM THE POST OFFICE IN TAYLOR, GO NORTH ON
 NN0766'U.S. HIGHWAY 183 FOR 22.0 MILES TO T-ROAD LEFT OPPOSITE WHITE
 NN0766'HOUSE ON THE RIGHT, TURN LEFT AND GO WEST ON TRACK ROAD FOR
 NN0766'0.15 MILE TO CATTLE GUARD, CROSS GUARD AND CONTINUE WEST FOR
 NN0766'0.15 MILE TO WOODEN BRIDGE, CROSS BRIDGE AND CONTINUE WEST ON
 NN0766'TRACK ROAD FOR 0.1 MILE TO FORK, TAKE RIGHT FORK FOR 0.2 MILE TO
 NN0766'CATTLE GUARD, CROSS GUARD AND GO NORTHWEST ON TRACK ROAD FOR
 NN0766'1.35 MILES TO CATTLE GUARD, CONTINUE NORTHWEST ON DIM TRACK
 NN0766'ROAD FOR 0.7 MILE TO SMALL HOUSE AND GAS PUMP ON THE LEFT,
 NN0766'CONTINUE NORTH-NORTHWEST ON TRACK ROAD FOR 1.6 MILES TO WIRE
 NN0766'GATE ON THE LEFT AND CATTLE GUARD AND MAIL BOX ON THE RIGHT, TURN
 NN0766'LEFT THROUGH WIRE GATE AND GO WEST ON DIM TRACK ROAD FOR 1.0 MILE
 NN0766'TO FORKS, TAKE RIGHT FORK AND FOLLOW DIM TRACK ROAD FOR 0.65
 NN0766'MILE TO WIRE GATE IN FENCE CORNER WHERE TELEPHONE LINE
 NN0766'TURNS NORTH, GO THROUGH GATE, TAKE LEFT FORK AND FOLLOW TRACK
 NN0766'ROAD NORTHWEST AND WEST FOR 0.7 MILE TO WIRE GATE, GO THROUGH
 NN0766'GATE AND FOLLOW TRACK ROAD SOUTHWEST AND WEST FOR 0.35
 NN0766'MILE, TURN LEFT OFF TRACK ROAD, PASS OVER SMALL SAND HILL,
 NN0766'AND CONTINUE WEST-SOUTHWEST UP VALLEY FOR 0.75 MILE TO
 NN0766'EAST-WEST FENCE LINE AT BASE OF HIGHEST SAND HILL AND
 NN0766'STATION ON HILL SOUTH OF FENCE LINE AS DESCRIBED.
 NN0766'
 NN0766'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION ROSE IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION LINE IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 74 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0663 ***********************************************************************
 NP0663  DESIGNATION -  OWL
 NP0663  PID         -  NP0663
 NP0663  STATE/COUNTY-  NE/SHERIDAN
 NP0663  COUNTRY     -  US
 NP0663  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0663
 NP0663                         *CURRENT SURVEY CONTROL
 NP0663  ______________________________________________________________________
 NP0663* NAD 83(1995) POSITION- 42 42 04.99048(N) 102 35 33.69228(W)   ADJUSTED
 NP0663* NAVD 88 ORTHO HEIGHT -  1162.9   (meters)     3815.    (feet) VERTCON
 NP0663  ______________________________________________________________________
 NP0663  GEOID HEIGHT    -        -18.060 (meters)                     GEOID18
 NP0663  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 NP0663  HORZ ORDER      -  SECOND
 NP0663
 NP0663.The horizontal coordinates were established by classical geodetic methods
 NP0663.and adjusted by the National Geodetic Survey in August 1997.
 NP0663
 NP0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0663
 NP0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0663.GEOID18 height accuracy estimate available here.
 NP0663
 NP0663.Click photographs - Photos may exist for this station.
 NP0663
 NP0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0663
 NP0663. The following values were computed from the NAD 83(1995) position.
 NP0663
 NP0663;                    North         East     Units Scale Factor Converg.
 NP0663;SPC NE       -   321,634.946   287,626.477   MT  0.99987680   -1 43 05.4
 NP0663;SPC NE       - 1,055,230.65    943,654.53   sFT  0.99987680   -1 43 05.4
 NP0663;UTM  13      - 4,730,465.025   697,167.944   MT  1.00007830   +1 37 59.2
 NP0663
 NP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0663!SPC NE       -   0.99982048  x   0.99987680  =   0.99969730
 NP0663!UTM  13      -   0.99982048  x   1.00007830  =   0.99989877
 NP0663
 NP0663:                Primary Azimuth Mark                     Grid Az
 NP0663:SPC NE       -  HAY SPRINGS TV STA KDUH TOWER            238 49 13.9
 NP0663:UTM  13      -  HAY SPRINGS TV STA KDUH TOWER            235 28 09.3
 NP0663
 NP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9716730465(NAD 83)
 NP0663
 NP0663|---------------------------------------------------------------------|
 NP0663| PID    Reference Object                     Distance      Geod. Az  |
 NP0663|                                                           dddmmss.s |
 NP0663| CQ4546 OWL RM 2                             14.636 METERS 07138     |
 NP0663| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.10.2 KM 2370608.5 |
 NP0663| CQ4545 OWL RM 1                             17.654 METERS 25038     |
 NP0663|---------------------------------------------------------------------|
 NP0663
 NP0663                          SUPERSEDED SURVEY CONTROL
 NP0663
 NP0663  NAD 83(1993)-  42 42 04.98782(N)    102 35 33.69400(W) AD(       ) 2
 NP0663  NAD 83(1986)-  42 42 04.98219(N)    102 35 33.68932(W) AD(       ) 2
 NP0663  NAD 27      -  42 42 05.05806(N)    102 35 32.05265(W) AD(       ) 2
 NP0663  NGVD 29 (07/19/86) 1162.4    (m)         3814.     (f) VERT ANG       
 NP0663
 NP0663.Superseded values are not recommended for survey control.
 NP0663
 NP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0663.See file dsdata.pdf to determine how the superseded data were derived.
 NP0663
 NP0663_MARKER: DD = SURVEY DISK
 NP0663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0663+WITH SETTING: INFORMATION.
 NP0663_STAMPING: OWL ET 1968
 NP0663_MARK LOGO: USGS
 NP0663_PROJECTION: FLUSH
 NP0663_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0663
 NP0663  HISTORY     - Date     Condition        Report By
 NP0663  HISTORY     - 1968     MONUMENTED       USGS
 NP0663
 NP0663                          STATION DESCRIPTION
 NP0663
 NP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0663'THE STATION IS ABOUT 6.9 MI WSW. OF RUSHVILLE, NEBRASKA, NEAR
 NP0663'THE QUARTER COR. BETWEEN SECS. 3 AND 34, TPS. 31 AND 32 N.,
 NP0663'R. 45 W.
 NP0663'
 NP0663'TO REACH THE STATION FROM THE CENTER OF RUSHVILLE, GO WSW.
 NP0663'ON U.S. HWY. 20 FOR 6.9 MI TO KNOLL ON LEFT (S.) AND STATION.
 NP0663'
 NP0663'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0663'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0663'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET OWL 1968
 NP0663'STATION IS 88 FT S. OF CENTER OF U.S. HWY. 20.  3 FT N. OF
 NP0663'USGS WITNESS POST, THE STATION IS FLUSH WITH THE GROUND.
 NP0663'
 NP0663'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2
 NP0663'IN. COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0663'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED
 NP0663'OWL NO 1 1968.  MARK IS 92 FT S. OF CENTER OF U.S. HWY. 20
 NP0663'AND IS FLUSH WITH THE GROUND.
 NP0663'
 NP0663'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0663'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0663'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 NP0663'OWL NO 2 1968, MARK IS 83 FT S. OF CENTER OF U.S. HWY. 20
 NP0663'AND IS FLUSH WITH THE GROUND.
 NP0663'
 NP0663'AZIMUTH MARK, KDUH TV TOWER NEAR THE CENTER OF THE SE. QUARTER
 NP0663'OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0663'
 NP0663'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1016 ***********************************************************************
 LH1016  DESIGNATION -  OXFORD
 LH1016  PID         -  LH1016
 LH1016  STATE/COUNTY-  NE/FURNAS
 LH1016  COUNTRY     -  US
 LH1016  USGS QUAD   -  OXFORD (2017)
 LH1016
 LH1016                         *CURRENT SURVEY CONTROL
 LH1016  ______________________________________________________________________
 LH1016* NAD 83(1995) POSITION- 40 18 26.18504(N) 099 40 39.22706(W)   ADJUSTED
 LH1016* NAVD 88 ORTHO HEIGHT -   686.    (meters)     2251.    (feet) SCALED
 LH1016  ______________________________________________________________________
 LH1016  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 LH1016  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 LH1016  HORZ ORDER      -  THIRD
 LH1016
 LH1016.The horizontal coordinates were established by classical geodetic methods
 LH1016.and adjusted by the National Geodetic Survey in August 1997.
 LH1016
 LH1016.The orthometric height was scaled from a topographic map.
 LH1016
 LH1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1016.GEOID18 height accuracy estimate available here.
 LH1016
 LH1016.Click photographs - Photos may exist for this station.
 LH1016
 LH1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1016
 LH1016. The following values were computed from the NAD 83(1995) position.
 LH1016
 LH1016;                    North         East     Units Scale Factor Converg.
 LH1016;SPC NE       -    52,674.046   527,406.835   MT  0.99987520   +0 12 49.2
 LH1016;SPC NE       -   172,814.77  1,730,333.92   sFT  0.99987520   +0 12 49.2
 LH1016;UTM  14      - 4,462,082.726   442,423.274   MT  0.99964081   -0 26 17.9
 LH1016
 LH1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1016!SPC NE       -   0.99989624  x   0.99987520  =   0.99977145
 LH1016!UTM  14      -   0.99989624  x   0.99964081  =   0.99953708
 LH1016
 LH1016:                Primary Azimuth Mark                     Grid Az
 LH1016:SPC NE       -  OXFORD AZ MK                             091 20 02.3
 LH1016:UTM  14      -  OXFORD AZ MK                             091 59 09.4
 LH1016
 LH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4242362082(NAD 83)
 LH1016
 LH1016|---------------------------------------------------------------------|
 LH1016| PID    Reference Object                     Distance      Geod. Az  |
 LH1016|                                                           dddmmss.s |
 LH1016| LH1545 OXFORD 2                             15.611 METERS 00640     |
 LH1016| LH1611 OXFORD AZ MK                                       0913251.5 |
 LH1016| LH1015 OXFORD MUNICIPAL TANK               APPROX. 7.1 KM 1474748.7 |
 LH1016| LH1612 OXFORD RM 1                          35.415 METERS 17734     |
 LH1016| LH1035 EDISON MUNICIPAL TANK               APPROX. 9.0 KM 2465304.9 |
 LH1016| LH1613 OXFORD RM 2                           8.471 METERS 27148     |
 LH1016|---------------------------------------------------------------------|
 LH1016
 LH1016                          SUPERSEDED SURVEY CONTROL
 LH1016
 LH1016  NAD 83(1986)-  40 18 26.19126(N)    099 40 39.22900(W) AD(       ) 3
 LH1016  NAD 27      -  40 18 26.16100(N)    099 40 37.81400(W) AD(       ) 3
 LH1016
 LH1016.Superseded values are not recommended for survey control.
 LH1016
 LH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1016.See file dsdata.pdf to determine how the superseded data were derived.
 LH1016
 LH1016_MARKER: DS = TRIANGULATION STATION DISK
 LH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1016_STAMPING: OXFORD 1951
 LH1016_MARK LOGO: CGS
 LH1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1016+STABILITY: SURFACE MOTION
 LH1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1016+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1985
 LH1016
 LH1016  HISTORY     - Date     Condition        Report By
 LH1016  HISTORY     - 1951     MONUMENTED       CGS
 LH1016  HISTORY     - 1951     GOOD             CGS
 LH1016  HISTORY     - 19850306 SEE DESCRIPTION  NGS
 LH1016
 LH1016                          STATION DESCRIPTION
 LH1016
 LH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1016'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF EDISON AND
 LH1016'ABOUT 4.5 MILES NORTHWEST OF OXFORD ON A HIGH BANK ON THE ROAD
 LH1016'RIGHT-OF-WAY, 56 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 34
 LH1016'AND 6 AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1016'STAMPED OXFORD 1951 AND PROJECTS 3 INCHES.
 LH1016'
 LH1016'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 60 FEET SOUTH
 LH1016'OF THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED OXFORD
 LH1016'NO 1 1951 AND PROJECTS 3 INCHES.
 LH1016'
 LH1016'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 58 FEET NORTH
 LH1016'OF THE CENTER OF U.S. HIGHWAYS 34 AND 6 AND 1 FOOT SOUTH OF
 LH1016'AN EAST-WEST FENCE LINE.  IT IS STAMPED OXFORD NO 2 1951 AND
 LH1016'PROJECTS 2 INCHES.
 LH1016'
 LH1016'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 121.37 FEET.
 LH1016'
 LH1016'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF A CROSSROAD,
 LH1016'60 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6, 30 FEET
 LH1016'WEST OF THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET SOUTHWEST OF A
 LH1016'WITNESS POST.  IT IS STAMPED OXFORD 1951 AND PROJECTS 3 INCHES.
 LH1016'
 LH1016'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE
 LH1016'POST OFFICE IN OXFORD, GO SOUTH FOR 1 BLOCK, TURN LEFT AND GO
 LH1016'EAST ON STATE HIGHWAYS 46 AND 3 FOR 0.3 MILE TO JUNCTION OF THESE
 LH1016'HIGHWAYS.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 46 FOR
 LH1016'4.0 MILES TO JUNCTION WITH U.S. HIGHWAYS 34 AND 6, TURN LEFT
 LH1016'AND GO WEST ON U.S. HIGHWAYS 34 AND 6 FOR 2.0 MILES TO A
 LH1016'CROSSROAD AND AZIMUTH MARK IN SOUTHWEST ANGLE AS DESCRIBED,
 LH1016'CONTINUE WEST FOR 0.5 MILE TO STATION ON HIGH BANK ON RIGHT AS
 LH1016'DESCRIBED.
 LH1016'
 LH1016'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1016
 LH1016                          STATION RECOVERY (1951)
 LH1016
 LH1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1016'RECOVERED IN GOOD CONDITION.
 LH1016
 LH1016                          STATION RECOVERY (1985)
 LH1016
 LH1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LH1016'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LH1016'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  THE
 LH1016'AZIMUTH MARK WAS RECOVERED, BUT IT WAS LEANING.  THE DISTANCE AND
 LH1016'DIRECTION TO REFERENCE MARK 2 AGREED WITH 1951 DATA AND A CHECK ANGLE
 LH1016'WAS OBTAINED BETWEEN DISTANT LANDMARKS.  ALL MARKS WILL BE DESTROYED
 LH1016'BY ROAD CONSTRUCTION, THEREFORE STATION--OXFORD 2--REFERENCE MARKS 3,
 LH1016'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  FOR FURTHER DETAILS, SEE
 LH1016'THE DESCRIPTIONS TO THESE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1545 ***********************************************************************
 LH1545  DESIGNATION -  OXFORD 2
 LH1545  PID         -  LH1545
 LH1545  STATE/COUNTY-  NE/FURNAS
 LH1545  COUNTRY     -  US
 LH1545  USGS QUAD   -  OXFORD (2017)
 LH1545
 LH1545                         *CURRENT SURVEY CONTROL
 LH1545  ______________________________________________________________________
 LH1545* NAD 83(1995) POSITION- 40 18 26.68773(N) 099 40 39.15030(W)   ADJUSTED
 LH1545* NAVD 88 ORTHO HEIGHT -   687.    (meters)     2254.    (feet) SCALED
 LH1545  ______________________________________________________________________
 LH1545  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 LH1545  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 LH1545  HORZ ORDER      -  THIRD
 LH1545
 LH1545.The horizontal coordinates were established by classical geodetic methods
 LH1545.and adjusted by the National Geodetic Survey in August 1997.
 LH1545
 LH1545.The orthometric height was scaled from a topographic map.
 LH1545
 LH1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1545.GEOID18 height accuracy estimate available here.
 LH1545
 LH1545.Click photographs - Photos may exist for this station.
 LH1545
 LH1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1545
 LH1545. The following values were computed from the NAD 83(1995) position.
 LH1545
 LH1545;                    North         East     Units Scale Factor Converg.
 LH1545;SPC NE       -    52,689.556   527,408.590   MT  0.99987515   +0 12 49.3
 LH1545;SPC NE       -   172,865.65  1,730,339.68   sFT  0.99987515   +0 12 49.3
 LH1545;UTM  14      - 4,462,098.211   442,425.204   MT  0.99964080   -0 26 17.9
 LH1545
 LH1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1545!SPC NE       -   0.99989619  x   0.99987515  =   0.99977135
 LH1545!UTM  14      -   0.99989619  x   0.99964080  =   0.99953703
 LH1545
 LH1545:                Primary Azimuth Mark                     Grid Az
 LH1545:SPC NE       -  OXFORD AZ MK 2                           100 56 41.7
 LH1545:UTM  14      -  OXFORD AZ MK 2                           101 35 48.9
 LH1545
 LH1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4242562098(NAD 83)
 LH1545
 LH1545|---------------------------------------------------------------------|
 LH1545| PID    Reference Object                     Distance      Geod. Az  |
 LH1545|                                                           dddmmss.s |
 LH1545| LH1609 OXFORD 2 RM 3                        17.024 METERS 08544     |
 LH1545| LH1546 OXFORD AZ MK 2                      APPROX. 0.8 KM 1010931.0 |
 LH1545| LH1015 OXFORD MUNICIPAL TANK               APPROX. 7.1 KM 1475232.8 |
 LH1545| LH1016 OXFORD                               15.611 METERS 18640     |
 LH1545| LH1035 EDISON MUNICIPAL TANK               APPROX. 9.0 KM 2464754.3 |
 LH1545| LH1610 OXFORD 2 RM 4                        13.134 METERS 26936     |
 LH1545|---------------------------------------------------------------------|
 LH1545
 LH1545                          SUPERSEDED SURVEY CONTROL
 LH1545
 LH1545  NAD 83(1986)-  40 18 26.69487(N)    099 40 39.15211(W) AD(       ) 3
 LH1545
 LH1545.Superseded values are not recommended for survey control.
 LH1545
 LH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1545.See file dsdata.pdf to determine how the superseded data were derived.
 LH1545
 LH1545_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1545_STAMPING: OXFORD 2 1985
 LH1545_MARK LOGO: NGS
 LH1545_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1545+STABILITY: SURFACE MOTION
 LH1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1545+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1545
 LH1545  HISTORY     - Date     Condition        Report By
 LH1545  HISTORY     - 1985     MONUMENTED       NGS
 LH1545  HISTORY     - 19981111 GOOD             NEDR
 LH1545
 LH1545                          STATION DESCRIPTION
 LH1545
 LH1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LH1545'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTHEAST FROM EDISON,
 LH1545'7.2 KM (4.5 MI) NORTHWEST FROM OXFORD, 4.0 KM (2.5 MI) WEST FROM THE
 LH1545'JUNCTION OF STATE HIGHWAY 46 WITH U.S. HIGHWAY 6 AND 34 AND IS ON THE
 LH1545'NORTH RIGHT-OF-WAY OF THE U.S. HIGHWAY.  CONTACT THE NEBRASKA
 LH1545'DEPARTMENT OF ROADS, P.O. BOX 5, HOLDREGE, NEBRASKA  68949. TELEPHONE
 LH1545'308 995 5397.
 LH1545'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LH1545'HIGHWAY 46, IN OXFORD, GO NORTH ON HIGHWAY 46 FOR 6.44 KM (4.00 MI)
 LH1545'TO THE JUNCTION WITH U.S. HIGHWAY 6 AND 34.  TURN LEFT AND GO WEST ON
 LH1545'HIGHWAY 6 AND 34 FOR 3.21 KM (1.99 MI) TO A GRADED CROSSROAD AND THE
 LH1545'AZIMUTH MARK, 0.08 KM (0.05 MI) SOUTH ALONG THE GRADED ROAD. CONTINUE
 LH1545'WEST ON THE HIGHWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE
 LH1545'RIGHT, AT THE TOP OF A PROMINENT HILL.
 LH1545'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1545'PROJECTS ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  THE
 LH1545'UNDERGROUND MARK IS RECESSED 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.
 LH1545'THE MARKS ARE 32.9 M (107.9 FT) NORTH FROM THE CENTERLINE OF THE
 LH1545'HIGHWAY, 0.81 M (2.66 FT) SOUTH FROM A CONCRETE, RIGHT-OF-WAY MARKER,
 LH1545'POST AND 0.76 M (2.49 FT) SOUTHEAST FROM A WITNESS POST.
 LH1545
 LH1545                          STATION RECOVERY (1998)
 LH1545
 LH1545'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (WTR)
 LH1545'ABOUT 4.7 MI (7.6 KM) NORTHWEST OF OXFORD, IN SEC15, T4N, R21W AND ON
 LH1545'THE NORTH RIGHT-OF-WAY OF U.S HIGHWAY 6/34, AT MILEPOST 138+05.
 LH1545'OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.  TELEPHONE 402.479 4341.  TO
 LH1545'REACH FROM THE JUNCTION OF STATE HIGHWAY 46 WITH U.S.  HIGHWAY 6/34,
 LH1545'ABOUT 4.0 MI (6.4 KM) NORTH OF OXFORD, GO WEST ON THE U.S.  HIGHWAY
 LH1545'FOR 2.50 MI (4.02 KM) TO THE STATION ON THE RIGHT, AT THE TOP OF A
 LH1545'PROMINENT HILL.  IT IS A STANDARD DISK, SET INTO THE TOP OF A ROUND
 LH1545'CONCRETE MONUMENT, FLUSH WITH THE GROUND, THAT IS 32.9 M (107.9 FT)
 LH1545'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.81 M (2.66 FT) SOUTH OF A
 LH1545'CONCRETE RIGHT-OF-WAY MARKER POST AND 0.76 M (2.49 FT) SOUTHEAST OF A
 LH1545'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1546 ***********************************************************************
 LH1546  DESIGNATION -  OXFORD AZ MK 2
 LH1546  PID         -  LH1546
 LH1546  STATE/COUNTY-  NE/FURNAS
 LH1546  COUNTRY     -  US
 LH1546  USGS QUAD   -  OXFORD (2017)
 LH1546
 LH1546                         *CURRENT SURVEY CONTROL
 LH1546  ______________________________________________________________________
 LH1546* NAD 83(1995) POSITION- 40 18 21.61005(N) 099 40 05.53589(W)   ADJUSTED
 LH1546* NAVD 88 ORTHO HEIGHT -   683.    (meters)     2241.    (feet) SCALED
 LH1546  ______________________________________________________________________
 LH1546  GEOID HEIGHT    -        -24.746 (meters)                     GEOID18
 LH1546  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 LH1546  HORZ ORDER      -  THIRD
 LH1546
 LH1546.The horizontal coordinates were established by classical geodetic methods
 LH1546.and adjusted by the National Geodetic Survey in August 1997.
 LH1546
 LH1546.The orthometric height was scaled from a topographic map.
 LH1546
 LH1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1546.GEOID18 height accuracy estimate available here.
 LH1546
 LH1546.Click photographs - Photos may exist for this station.
 LH1546
 LH1546.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1546
 LH1546. The following values were computed from the NAD 83(1995) position.
 LH1546
 LH1546;                    North         East     Units Scale Factor Converg.
 LH1546;SPC NE       -    52,535.960   528,202.850   MT  0.99987566   +0 13 11.6
 LH1546;SPC NE       -   172,361.73  1,732,945.52   sFT  0.99987566   +0 13 11.6
 LH1546;UTM  14      - 4,461,935.625   443,217.478   MT  0.99963969   -0 25 56.1
 LH1546
 LH1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1546!SPC NE       -   0.99989681  x   0.99987566  =   0.99977248
 LH1546!UTM  14      -   0.99989681  x   0.99963969  =   0.99953654
 LH1546
 LH1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4321761935(NAD 83)
 LH1546
 LH1546                          SUPERSEDED SURVEY CONTROL
 LH1546
 LH1546  NAD 83(1986)-  40 18 21.61673(N)    099 40 05.53780(W) AD(       ) 3
 LH1546
 LH1546.Superseded values are not recommended for survey control.
 LH1546
 LH1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1546.See file dsdata.pdf to determine how the superseded data were derived.
 LH1546
 LH1546_MARKER: DZ = AZIMUTH MARK DISK
 LH1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1546_STAMPING: OXFORD 2 1985
 LH1546_MARK LOGO: NGS
 LH1546_PROJECTION: FLUSH
 LH1546_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1546+STABILITY: SURFACE MOTION
 LH1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1546+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1546
 LH1546  HISTORY     - Date     Condition        Report By
 LH1546  HISTORY     - 1985     MONUMENTED       NGS
 LH1546  HISTORY     - 19981111 GOOD             NEDR
 LH1546
 LH1546                          STATION DESCRIPTION
 LH1546
 LH1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LH1546'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHEAST FROM EDISON,
 LH1546'6.8 KM (4.2 MI) NORTHWEST FROM OXFORD, 3.2 KM (2.0 MI) WEST FROM THE
 LH1546'JUNCTION OF STATE HIGHWAY 46 WITH U.S. HIGHWAY 6 AND 34, 0.08 KM
 LH1546'(0.05 MI) SOUTH FROM HIGHWAY 6 AND 34 AND ON THE WEST RIGHT-OF-WAY OF
 LH1546'A GRADED COUNTY ROAD.
 LH1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND U.S.
 LH1546'HIGHWAY 136, IN OXFORD, GO NORTH ON HIGHWAY 46 FOR 6.44 KM (4.00 MI)
 LH1546'TO THE JUNCTION WITH U.S. HIGHWAY 6 AND 34.  TURN LEFT AND GO WEST ON
 LH1546'HIGHWAY 6 AND 34 FOR 3.22 KM (2.00 MI) TO A GRADED CROSSROAD.  TURN
 LH1546'LEFT AND GO SOUTH ON THE GRADED ROAD FOR 0.08 KM (0.05 MI) TO THE
 LH1546'STATION ON THE RIGHT, AT A FENCE CORNER AT THE NORTHEAST CORNER OF A
 LH1546'PASTURE.
 LH1546'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1546'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.9
 LH1546'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 6.1 M (20.0 FT)
 LH1546'WEST FROM THE CENTERLINE OF THE ROAD, 0.76 M (2.49 FT) SOUTHEAST FROM
 LH1546'THE FENCE CORNER POST, 0.46 M (1.51 FT) NORTH FROM A WITNESS POST AND
 LH1546'0.3 M (1.0 FT) EAST FROM A NORTH/SOUTH FENCE.
 LH1546
 LH1546                          STATION RECOVERY (1998)
 LH1546
 LH1546'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1546'ABOUT 4.5 MI (7.2 KM) NORTHWEST OF OXFORD, ON THE WEST RIGHT-OF-WAY OF
 LH1546'A GRADED COUNTY ROAD, IN THE NE1/4, SEC22, T4N, R21W.  OWNERSHIP,
 LH1546'FURNAS COUNTY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 46 WITH
 LH1546'U.S.  HIGHWAY 6/34, ABOUT 4 MI (6.4 KM) NORTH OF OXFORD, GO WEST ON
 LH1546'THE U.S.  HIGHWAY FOR 2.0 MI (3.2 KM) TO A GRADED CROSSROAD.  TURN
 LH1546'LEFT AND GO SOUTH FOR O.O5 MI TO THE MARK ON THE RIGHT, AT A FENCE
 LH1546'CORNER AT THE NORTHEAST CORNER OF A PASTURE.  IT IS A STANDARD DISK,
 LH1546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND,
 LH1546'THAT IS ABOUT 80 M (262.5 FT) SOUTH OF THE HIGHWAY, 6.1 M (20.0 FT)
 LH1546'WEST OF THE CENTERLINE OF THE COUNTY ROAD, 0.76 M (2.49 FT) SOUTHEAST
 LH1546'OF THE FENCE CORNER POST AND 0.30 M (0.98 FT) EAST OF THE WEST
 LH1546'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1015 ***********************************************************************
 LH1015  DESIGNATION -  OXFORD MUNICIPAL TANK
 LH1015  PID         -  LH1015
 LH1015  STATE/COUNTY-  NE/FURNAS
 LH1015  COUNTRY     -  US
 LH1015  USGS QUAD   -  OXFORD (2017)
 LH1015
 LH1015                         *CURRENT SURVEY CONTROL
 LH1015  ______________________________________________________________________
 LH1015* NAD 83(1995) POSITION- 40 15 11.32871(N) 099 37 59.07981(W)   ADJUSTED
 LH1015  ______________________________________________________________________
 LH1015  GEOID HEIGHT    -        -24.773 (meters)                     GEOID18
 LH1015  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 LH1015  HORZ ORDER      -  THIRD
 LH1015
 LH1015.The horizontal coordinates were established by classical geodetic methods
 LH1015.and adjusted by the National Geodetic Survey in August 1997.
 LH1015
 LH1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1015.GEOID18 height accuracy estimate available here.
 LH1015
 LH1015.Click photographs - Photos may exist for this station.
 LH1015
 LH1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1015
 LH1015. The following values were computed from the NAD 83(1995) position.
 LH1015
 LH1015;                    North         East     Units Scale Factor Converg.
 LH1015;SPC NE       -    46,679.628   531,213.530   MT  0.99989515   +0 14 35.4
 LH1015;SPC NE       -   153,148.08  1,742,823.06   sFT  0.99989515   +0 14 35.4
 LH1015;UTM  14      - 4,456,046.863   446,160.575   MT  0.99963568   -0 24 32.7
 LH1015
 LH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4616056046(NAD 83)
 LH1015
 LH1015                          SUPERSEDED SURVEY CONTROL
 LH1015
 LH1015  NAD 83(1986)-  40 15 11.33282(N)    099 37 59.08219(W) AD(       ) 3
 LH1015  NAD 27      -  40 15 11.30100(N)    099 37 57.67500(W) AD(       ) 3
 LH1015
 LH1015.Superseded values are not recommended for survey control.
 LH1015
 LH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1015.See file dsdata.pdf to determine how the superseded data were derived.
 LH1015
 LH1015_MARKER: 53 = ELEVATED TANK
 LH1015_MARK LOGO: CGS
 LH1015
 LH1015  HISTORY     - Date     Condition        Report By
 LH1015  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1015  HISTORY     - 1934     GOOD             CGS
 LH1015  HISTORY     - 1935     GOOD             CGS
 LH1015  HISTORY     - 1951     GOOD             CGS
 LH1015  HISTORY     - 19830505 GOOD             NGS
 LH1015
 LH1015                          STATION DESCRIPTION
 LH1015
 LH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1015'STEEL WATER TANK, PROBABLY MUNICIPAL WATER SUPPLY.  TOWN
 LH1015'OFF SCHEME AND NOT VISITED.  OBSERVED CENTER.
 LH1015'
 LH1015'OBSERVED FROM KELLY AND ELKREEK.
 LH1015
 LH1015                          STATION RECOVERY (1934)
 LH1015
 LH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LH1015'RECOVERED IN GOOD CONDITION.
 LH1015
 LH1015                          STATION RECOVERY (1935)
 LH1015
 LH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1015'THE OXFORD WATER TANK IS A MUNICIPAL TANK, DARK-COLORED
 LH1015'WITH A SILVER TOP.
 LH1015
 LH1015                          STATION RECOVERY (1951)
 LH1015
 LH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1015'THE STATION IS LOCATED NEAR THE NORTH PART OF THE TOWN OF
 LH1015'OXFORD, 171 FEET EAST OF THE CENTER OF A NORTH-SOUTH PAVED
 LH1015'STREET, 75 FEET WEST OF A NORTH-SOUTH ALLEY AND 75 FEET
 LH1015'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OXFORD GENERAL
 LH1015'HOSPITAL.
 LH1015'
 LH1015'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 LH1015'THE OVERALL HEIGHT IS 90 FEET.
 LH1015'
 LH1015'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
 LH1015'
 LH1015'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LH1015
 LH1015                          STATION RECOVERY (1983)
 LH1015
 LH1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1230 ***********************************************************************
 NM1230  DESIGNATION -  P 1 RESET
 NM1230  PID         -  NM1230
 NM1230  STATE/COUNTY-  NE/MADISON
 NM1230  COUNTRY     -  US
 NM1230  USGS QUAD   -  NORFOLK (2017)
 NM1230
 NM1230                         *CURRENT SURVEY CONTROL
 NM1230  ______________________________________________________________________
 NM1230* NAD 83(1986) POSITION- 42 01 57.     (N) 097 24 31.     (W)   SCALED
 NM1230* NAVD 88 ORTHO HEIGHT -   463.24  (meters)     1519.8   (feet) RESET
 NM1230  ______________________________________________________________________
 NM1230  GEOID HEIGHT    -        -24.800 (meters)                     GEOID18
 NM1230  VERT ORDER      -  THIRD
 NM1230
 NM1230.The horizontal coordinates were scaled from a map and have
 NM1230.an estimated accuracy of +/- 6 seconds.
 NM1230
 NM1230.The orthometric height was computed from unverified reset data.
 NM1230
 NM1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1230.GEOID18 height accuracy estimate available here.
 NM1230
 NM1230.Click photographs - Photos may exist for this station.
 NM1230
 NM1230;                    North         East    Units  Estimated Accuracy
 NM1230;SPC NE       -   247,380.      714,490.      MT  (+/- 180 meters Scaled)
 NM1230
 NM1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM317546(NAD 83)
 NM1230
 NM1230                          SUPERSEDED SURVEY CONTROL
 NM1230
 NM1230.No superseded survey control is available for this station.
 NM1230
 NM1230_MARKER: DB = BENCH MARK DISK
 NM1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1230_SP_SET: FOUNDATION
 NM1230_STAMPING: P 1 RESET 1965
 NM1230_MARK LOGO: CGS
 NM1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1230
 NM1230  HISTORY     - Date     Condition        Report By
 NM1230  HISTORY     - 1965     MONUMENTED       CGS
 NM1230  HISTORY     - 1968     GOOD             CGS
 NM1230  HISTORY     - 20140808 MARK NOT FOUND   GEOCAC
 NM1230
 NM1230                          STATION DESCRIPTION
 NM1230
 NM1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NM1230'AT NORFOLK.
 NM1230'AT NORFOLK, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 NM1230'SECOND STREET AND NORFOLK AVENUE, 68 FEET WEST OF THE CENTERLINE
 NM1230'OF SECOND STREET, 50 FEET SOUTH OF THE CENTERLINE OF NORFOLK
 NM1230'AVENUE, 0.8 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A NEW
 NM1230'FIRESTONE BUILDING, AND CEMENTED IN A DRILL HOLE IN A CONCRETE
 NM1230'FOUNDATION AT THE NORTHEAST CORNER OF THE BUILDING.
 NM1230
 NM1230                          STATION RECOVERY (2014)
 NM1230
 NM1230'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 NM1230'THE MARK WAS RESET IN 2000.  SEE DG5258.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5258 ***********************************************************************
 DG5258  DESIGNATION -  P 1 RESET
 DG5258  PID         -  DG5258
 DG5258  STATE/COUNTY-  NE/MADISON
 DG5258  COUNTRY     -  US
 DG5258  USGS QUAD   -  NORFOLK (2017)
 DG5258
 DG5258                         *CURRENT SURVEY CONTROL
 DG5258  ______________________________________________________________________
 DG5258* NAD 83(1986) POSITION- 42 01 35.     (N) 097 24 51.     (W)   SCALED
 DG5258* NAVD 88 ORTHO HEIGHT -   462.69  (meters)     1518.0   (feet) RESET
 DG5258  ______________________________________________________________________
 DG5258  GEOID HEIGHT    -        -24.796 (meters)                     GEOID18
 DG5258  VERT ORDER      -  THIRD
 DG5258
 DG5258.The horizontal coordinates were scaled from a map and have
 DG5258.an estimated accuracy of +/- 6 seconds.
 DG5258
 DG5258.The orthometric height was computed from unverified reset data.
 DG5258
 DG5258.No vertical observational check was made to the station.
 DG5258
 DG5258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5258.GEOID18 height accuracy estimate available here.
 DG5258
 DG5258.Click photographs - Photos may exist for this station.
 DG5258
 DG5258;                    North         East    Units  Estimated Accuracy
 DG5258;SPC NE       -   246,690.      714,050.      MT  (+/- 180 meters Scaled)
 DG5258
 DG5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM312539(NAD 83)
 DG5258
 DG5258                          SUPERSEDED SURVEY CONTROL
 DG5258
 DG5258.No superseded survey control is available for this station.
 DG5258
 DG5258_MARKER: DV = VERTICAL CONTROL DISK
 DG5258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5258_SP_SET: SIDEWALK
 DG5258_STAMPING: P 1 1965 RESET 2000
 DG5258_MARK LOGO: NGS
 DG5258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5258
 DG5258  HISTORY     - Date     Condition        Report By
 DG5258  HISTORY     - 2000     MONUMENTED       NEDR
 DG5258  HISTORY     - 20090630 MARK NOT FOUND   NEDR
 DG5258
 DG5258                          STATION DESCRIPTION
 DG5258
 DG5258'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (JH)
 DG5258'FROM THE INTERSECTION OF 1ST AND NORFOLK AVENUE IN DOWNTOWN NORFOLK,
 DG5258'GO WEST ON NORFOLK AVE APPROXIMATELY 0.10 MILE TO BM ON THE LEFT
 DG5258'(SOUTH) SIDE OF STREET. 67.08 FEET WEST OF CENTERLINE OF 2ND STREET,
 DG5258'54 FEET SOUTH OF CENTERLINE OF 2 FOOT ISLAND, 0.81 FEET NORTHWEST OF
 DG5258'THE NORTHEAST CORNER OF STEEL BEAM AT THE NORTHEAST CORNER OF
 DG5258'FIRESTONE BUILDING, 34.41 FEET SOUTHWEST OF THE SW CORNER OF CONCRETE
 DG5258'LIGHT POLE BASE, 12.80 FEET SOUTH OF BACK OF CURB AT SOUTH SIDE OF
 DG5258'STREET. BENCH MARK CAP IS SET FLUSH IN A CONCRETE SIDEWALK.
 DG5258
 DG5258                          STATION RECOVERY (2009)
 DG5258
 DG5258'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 DG5258'CITY OF NORFOLK PUT IN A NEW SIDEWALK. POINT BELIEVED TO BE DESTROYED.
 DG5258'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0116 ***********************************************************************
 NP0116  DESIGNATION -  P 10
 NP0116  PID         -  NP0116
 NP0116  STATE/COUNTY-  NE/BOX BUTTE
 NP0116  COUNTRY     -  US
 NP0116  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0116
 NP0116                         *CURRENT SURVEY CONTROL
 NP0116  ______________________________________________________________________
 NP0116* NAD 83(1986) POSITION- 42 00 59.09   (N) 102 56 18.35   (W)   HD_HELD1
 NP0116* NAVD 88 ORTHO HEIGHT -  1226.006 (meters)     4022.32  (feet) ADJUSTED
 NP0116  ______________________________________________________________________
 NP0116  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 NP0116  DYNAMIC HEIGHT  -       1225.267 (meters)     4019.90  (feet) COMP
 NP0116  MODELED GRAVITY -    979,976.6   (mgal)                       NAVD 88
 NP0116
 NP0116  VERT ORDER      -  FIRST     CLASS II
 NP0116
 NP0116.The horizontal coordinates were determined by differentially corrected
 NP0116.hand held GPS observations or other comparable positioning techniques
 NP0116.and have an estimated accuracy of +/- 3 meters.
 NP0116
 NP0116.The orthometric height was determined by differential leveling and
 NP0116.adjusted by the NATIONAL GEODETIC SURVEY
 NP0116.in June 1991.
 NP0116
 NP0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0116.GEOID18 height accuracy estimate available here.
 NP0116
 NP0116.Click photographs - Photos may exist for this station.
 NP0116
 NP0116.The dynamic height is computed by dividing the NAVD 88
 NP0116.geopotential number by the normal gravity value computed on the
 NP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0116.degrees latitude (g = 980.6199 gals.).
 NP0116
 NP0116.The modeled gravity was interpolated from observed gravity values.
 NP0116
 NP0116;                    North         East    Units  Estimated Accuracy
 NP0116;SPC NE       -   246,514.9     256,731.6     MT  (+/- 3 meters HH1 GPS) 
 NP0116
 NP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7069453654(NAD 83)
 NP0116
 NP0116                          SUPERSEDED SURVEY CONTROL
 NP0116
 NP0116  NGVD 29 (??/??/92) 1225.401  (m)         4020.34   (f) ADJ UNCH    1 2
 NP0116
 NP0116.Superseded values are not recommended for survey control.
 NP0116
 NP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0116.See file dsdata.pdf to determine how the superseded data were derived.
 NP0116
 NP0116_MARKER: DB = BENCH MARK DISK
 NP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0116_STAMPING: P 10 1933 4020.094
 NP0116_MARK LOGO: CGS
 NP0116_PROJECTION: FLUSH
 NP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0116+STABILITY: SURFACE MOTION
 NP0116
 NP0116  HISTORY     - Date     Condition        Report By
 NP0116  HISTORY     - 1933     MONUMENTED       CGS
 NP0116  HISTORY     - 1956     GOOD             CGS
 NP0116  HISTORY     - 1985     GOOD             NGS
 NP0116
 NP0116                          STATION DESCRIPTION
 NP0116
 NP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0116'6.7 MI SW FROM ALLIANCE.
 NP0116'6.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0116'RAILROAD FROM THE STATION AT ALLIANCE, AT A ROAD CROSSING, AT
 NP0116'LETAN SIDING, 125 FEET WEST OF THE NORTHWEST CORNER OF A CEMETERY,
 NP0116'145 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 31 FEET SOUTH
 NP0116'OF THE CENTER LINE OF A ROAD, 6.5 FEET SOUTHWEST OF A FENCE
 NP0116'CORNER, 3.6 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS
 NP0116'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0116'GROUND, IN THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 24 NORTH,
 NP0116'RANGE 49 WEST.
 NP0116
 NP0116                          STATION RECOVERY (1985)
 NP0116
 NP0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0116'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0116'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0371 ***********************************************************************
 NP0371  DESIGNATION -  P 11
 NP0371  PID         -  NP0371
 NP0371  STATE/COUNTY-  NE/DAWES
 NP0371  COUNTRY     -  US
 NP0371  USGS QUAD   -  MARSLAND (2017)
 NP0371
 NP0371                         *CURRENT SURVEY CONTROL
 NP0371  ______________________________________________________________________
 NP0371* NAD 83(1986) POSITION- 42 28 33.     (N) 103 17 25.     (W)   SCALED
 NP0371* NAVD 88 ORTHO HEIGHT -  1292.770 (meters)     4241.36  (feet) ADJUSTED
 NP0371  ______________________________________________________________________
 NP0371  GEOID HEIGHT    -        -18.029 (meters)                     GEOID18
 NP0371  DYNAMIC HEIGHT  -       1292.005 (meters)     4238.85  (feet) COMP
 NP0371  MODELED GRAVITY -    979,985.1   (mgal)                       NAVD 88
 NP0371
 NP0371  VERT ORDER      -  FIRST     CLASS II
 NP0371
 NP0371.The horizontal coordinates were scaled from a map and have
 NP0371.an estimated accuracy of +/- 6 seconds.
 NP0371
 NP0371.The orthometric height was determined by differential leveling and
 NP0371.adjusted by the NATIONAL GEODETIC SURVEY
 NP0371.in June 1991.
 NP0371
 NP0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0371.GEOID18 height accuracy estimate available here.
 NP0371
 NP0371.Click photographs - Photos may exist for this station.
 NP0371
 NP0371.The dynamic height is computed by dividing the NAVD 88
 NP0371.geopotential number by the normal gravity value computed on the
 NP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0371.degrees latitude (g = 980.6199 gals.).
 NP0371
 NP0371.The modeled gravity was interpolated from observed gravity values.
 NP0371
 NP0371;                    North         East    Units  Estimated Accuracy
 NP0371;SPC NE       -   298,550.      229,560.      MT  (+/- 180 meters Scaled)
 NP0371
 NP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH405040(NAD 83)
 NP0371
 NP0371                          SUPERSEDED SURVEY CONTROL
 NP0371
 NP0371  NGVD 29 (??/??/92) 1292.102  (m)         4239.17   (f) ADJ UNCH    1 2
 NP0371
 NP0371.Superseded values are not recommended for survey control.
 NP0371
 NP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0371.See file dsdata.pdf to determine how the superseded data were derived.
 NP0371
 NP0371_MARKER: DB = BENCH MARK DISK
 NP0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0371_STAMPING: P 11 1933 4238.827
 NP0371_MARK LOGO: CGS
 NP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0371+STABILITY: SURFACE MOTION
 NP0371
 NP0371  HISTORY     - Date     Condition        Report By
 NP0371  HISTORY     - 1933     MONUMENTED       CGS
 NP0371  HISTORY     - 1956     GOOD             CGS
 NP0371  HISTORY     - 1985     GOOD             NGS
 NP0371
 NP0371                          STATION DESCRIPTION
 NP0371
 NP0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0371'2.2 MI N FROM MARSLAND.
 NP0371'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0371'FROM THE STATION SIGN AT MARSLAND, 7 POLES SOUTHWEST OF MILEPOST
 NP0371'403, 66 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 NP0371'38 FEET NORTHWEST OF THE NORTHWEST RAIL, 14.8 FEET SOUTHWEST
 NP0371'OF A FENCE CORNER, 3 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST
 NP0371'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0371'PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 NP0371'SECTION 22, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0371
 NP0371                          STATION RECOVERY (1985)
 NP0371
 NP0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0371'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0371'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 3.78 KM
 NP0371'(2.35 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD AND 8 POLES
 NP0371'SOUTHWEST OF MILEPOLE 403.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0142 ***********************************************************************
 ML0142  DESIGNATION -  P 117
 ML0142  PID         -  ML0142
 ML0142  STATE/COUNTY-  NE/HALL
 ML0142  COUNTRY     -  US
 ML0142  USGS QUAD   -  SAINT LIBORY (2017)
 ML0142
 ML0142                         *CURRENT SURVEY CONTROL
 ML0142  ______________________________________________________________________
 ML0142* NAD 83(1986) POSITION- 41 01 30.     (N) 098 20 17.     (W)   SCALED
 ML0142* NAVD 88 ORTHO HEIGHT -   559.853 (meters)     1836.78  (feet) ADJUSTED
 ML0142  ______________________________________________________________________
 ML0142  GEOID HEIGHT    -        -25.007 (meters)                     GEOID18
 ML0142  DYNAMIC HEIGHT  -        559.562 (meters)     1835.83  (feet) COMP
 ML0142  MODELED GRAVITY -    980,086.7   (mgal)                       NAVD 88
 ML0142
 ML0142  VERT ORDER      -  SECOND    CLASS 0
 ML0142
 ML0142.The horizontal coordinates were scaled from a map and have
 ML0142.an estimated accuracy of +/- 6 seconds.
 ML0142
 ML0142.The orthometric height was determined by differential leveling and
 ML0142.adjusted by the NATIONAL GEODETIC SURVEY
 ML0142.in June 1991.
 ML0142
 ML0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0142.GEOID18 height accuracy estimate available here.
 ML0142
 ML0142.Click photographs - Photos may exist for this station.
 ML0142
 ML0142.The dynamic height is computed by dividing the NAVD 88
 ML0142.geopotential number by the normal gravity value computed on the
 ML0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0142.degrees latitude (g = 980.6199 gals.).
 ML0142
 ML0142.The modeled gravity was interpolated from observed gravity values.
 ML0142
 ML0142;                    North         East    Units  Estimated Accuracy
 ML0142;SPC NE       -   133,650.      639,720.      MT  (+/- 180 meters Scaled)
 ML0142
 ML0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL556417(NAD 83)
 ML0142
 ML0142                          SUPERSEDED SURVEY CONTROL
 ML0142
 ML0142  NGVD 29 (??/??/92)  559.599  (m)         1835.95   (f) ADJ UNCH    2 0
 ML0142
 ML0142.Superseded values are not recommended for survey control.
 ML0142
 ML0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0142.See file dsdata.pdf to determine how the superseded data were derived.
 ML0142
 ML0142_MARKER: DB = BENCH MARK DISK
 ML0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0142_STAMPING: P 117 1935
 ML0142_MARK LOGO: CGS
 ML0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0142+STABILITY: SURFACE MOTION
 ML0142
 ML0142  HISTORY     - Date     Condition        Report By
 ML0142  HISTORY     - 1935     MONUMENTED       CGS
 ML0142  HISTORY     - 1961     GOOD             CGS
 ML0142  HISTORY     - 19890911 POOR             LOCENG
 ML0142
 ML0142                          STATION DESCRIPTION
 ML0142
 ML0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0142'4.1 MI S FROM ST LIBORY.
 ML0142'4.1 MILES SOUTH OF DEPOT.  ALONG THE OMAHA-GRAND ISLAND AND
 ML0142'ORD BRANCH LINE OF THE UNION PACIFIC RAILWAY FROM GRAND ISLAND
 ML0142'AND ST. PAUL, 3 POLES NORTH OF MILEPOST 7, 46 FEET NORTH
 ML0142'OF A PRIVATE ROAD LEADING TO THE ED MULLER RESIDENCE, 42 FEET
 ML0142'WEST OF THE WEST RAIL, 4 FEET EAST OF THE WEST RIGHT OF WAY
 ML0142'FENCE.
 ML0142
 ML0142                          STATION RECOVERY (1961)
 ML0142
 ML0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ML0142'RECOVERED IN GOOD CONDITION.
 ML0142
 ML0142                          STATION RECOVERY (1989)
 ML0142
 ML0142'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (BT)
 ML0142'MR. BEN THAYER, OF THE CITY OF GRAND ISLAND REPORTED THIS MARK HAS
 ML0142'BEEN DISTURBED, THEREFORE, THE MARK SHOULD BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0082 ***********************************************************************
 ML0082  DESIGNATION -  P 118
 ML0082  PID         -  ML0082
 ML0082  STATE/COUNTY-  NE/GREELEY
 ML0082  COUNTRY     -  US
 ML0082  USGS QUAD   -  SPALDING (2017)
 ML0082
 ML0082                         *CURRENT SURVEY CONTROL
 ML0082  ______________________________________________________________________
 ML0082* NAD 83(1986) POSITION- 41 39 54.     (N) 098 22 05.     (W)   SCALED
 ML0082* NAVD 88 ORTHO HEIGHT -   591.192 (meters)     1939.60  (feet) ADJUSTED
 ML0082  ______________________________________________________________________
 ML0082  GEOID HEIGHT    -        -24.531 (meters)                     GEOID18
 ML0082  DYNAMIC HEIGHT  -        590.909 (meters)     1938.67  (feet) COMP
 ML0082  MODELED GRAVITY -    980,126.4   (mgal)                       NAVD 88
 ML0082
 ML0082  VERT ORDER      -  SECOND    CLASS 0
 ML0082
 ML0082.The horizontal coordinates were scaled from a map and have
 ML0082.an estimated accuracy of +/- 6 seconds.
 ML0082
 ML0082.The orthometric height was determined by differential leveling and
 ML0082.adjusted by the NATIONAL GEODETIC SURVEY
 ML0082.in June 1991.
 ML0082
 ML0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0082.GEOID18 height accuracy estimate available here.
 ML0082
 ML0082.Click photographs - Photos may exist for this station.
 ML0082
 ML0082.The dynamic height is computed by dividing the NAVD 88
 ML0082.geopotential number by the normal gravity value computed on the
 ML0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0082.degrees latitude (g = 980.6199 gals.).
 ML0082
 ML0082.The modeled gravity was interpolated from observed gravity values.
 ML0082
 ML0082;                    North         East    Units  Estimated Accuracy
 ML0082;SPC NE       -   204,640.      635,860.      MT  (+/- 180 meters Scaled)
 ML0082
 ML0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526127(NAD 83)
 ML0082
 ML0082                          SUPERSEDED SURVEY CONTROL
 ML0082
 ML0082  NGVD 29 (??/??/92)  590.950  (m)         1938.81   (f) ADJ UNCH    2 0
 ML0082
 ML0082.Superseded values are not recommended for survey control.
 ML0082
 ML0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0082.See file dsdata.pdf to determine how the superseded data were derived.
 ML0082
 ML0082_MARKER: DB = BENCH MARK DISK
 ML0082_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0082_STAMPING: P 118 1935
 ML0082_MARK LOGO: CGS
 ML0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0082
 ML0082  HISTORY     - Date     Condition        Report By
 ML0082  HISTORY     - 1935     MONUMENTED       CGS
 ML0082  HISTORY     - 1950     GOOD             CGS
 ML0082
 ML0082                          STATION DESCRIPTION
 ML0082
 ML0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0082'1.7 MI S FROM SPALDING.
 ML0082'1.7 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0082'STATE HIGHWAYS 101 AND 91 AT SPALDING, AT THE TOP OF A HILL, 31
 ML0082'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF THE
 ML0082'CENTER OF A GATE, 12 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET
 ML0082'EAST OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP
 ML0082'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0083 ***********************************************************************
 MM0083  DESIGNATION -  P 119 RESET
 MM0083  PID         -  MM0083
 MM0083  STATE/COUNTY-  NE/CUSTER
 MM0083  COUNTRY     -  US
 MM0083  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0083
 MM0083                         *CURRENT SURVEY CONTROL
 MM0083  ______________________________________________________________________
 MM0083* NAD 83(1986) POSITION- 41 02 48.69   (N) 100 10 02.30   (W)   HD_HELD1
 MM0083* NAVD 88 ORTHO HEIGHT -   838.42  (meters)     2750.7   (feet) RESET
 MM0083  ______________________________________________________________________
 MM0083  GEOID HEIGHT    -        -22.757 (meters)                     GEOID18
 MM0083  VERT ORDER      -  THIRD
 MM0083
 MM0083.The horizontal coordinates were determined by differentially corrected
 MM0083.hand held GPS observations or other comparable positioning techniques
 MM0083.and have an estimated accuracy of +/- 3 meters.
 MM0083
 MM0083.The orthometric height was computed from unverified reset data.
 MM0083
 MM0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0083.GEOID18 height accuracy estimate available here.
 MM0083
 MM0083.Click photographs - Photos may exist for this station.
 MM0083
 MM0083;                    North         East    Units  Estimated Accuracy
 MM0083;SPC NE       -   134,746.8     485,938.1     MT  (+/- 3 meters HH1 GPS) 
 MM0083
 MM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0189644615(NAD 83)
 MM0083
 MM0083                          SUPERSEDED SURVEY CONTROL
 MM0083
 MM0083  NGVD 29 (??/??/??)  838.14   (m)         2749.8    (f) RESET       3  
 MM0083
 MM0083.Superseded values are not recommended for survey control.
 MM0083
 MM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0083.See file dsdata.pdf to determine how the superseded data were derived.
 MM0083
 MM0083_MARKER: DB = BENCH MARK DISK
 MM0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0083_STAMPING: P 119 RESET 1962
 MM0083_MARK LOGO: CGS
 MM0083_PROJECTION: RECESSED 40 CENTIMETERS
 MM0083_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0083+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 MM0083
 MM0083  HISTORY     - Date     Condition        Report By
 MM0083  HISTORY     - 1962     MONUMENTED       NEDR
 MM0083  HISTORY     - 1972     GOOD             NGS
 MM0083  HISTORY     - 20100901 GOOD             NEGS
 MM0083
 MM0083                          STATION DESCRIPTION
 MM0083
 MM0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0083'8.2 MI N FROM GOTHENBURG.
 MM0083'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 MM0083'33 FEET NORTH OF THE DAWSON-CUSTER COUNTY LINE, 116 FEET WEST
 MM0083'OF THE CENTER OF INTERSECTION OF ROADS, SET IN THE TOP OF AN
 MM0083'8 INCH IRON PIPE FILLED WITH CONCRETE AND IS FLUSH WITH THE
 MM0083'GROUND SURFACE.  IT IS A STANDARD DISK STAMPED P 119 RESET 1962,
 MM0083'AND IS BETWEEN TWO METAL WITNESS POSTS.
 MM0083
 MM0083                          STATION RECOVERY (2010)
 MM0083
 MM0083'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0083'MARK IS NOW 1.3 FEET BELOW THE GROUND.
 MM0083'STEEL WITNESS POSTS DESTROYED. REPLACED WITH FIBERGLASS WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0020 ***********************************************************************
 LG0020  DESIGNATION -  P 12
 LG0020  PID         -  LG0020
 LG0020  STATE/COUNTY-  NE/OTOE
 LG0020  COUNTRY     -  US
 LG0020  USGS QUAD   -  SYRACUSE (2017)
 LG0020
 LG0020                         *CURRENT SURVEY CONTROL
 LG0020  ______________________________________________________________________
 LG0020* NAD 83(1986) POSITION- 40 40 06.     (N) 096 13 46.     (W)   SCALED
 LG0020* NAVD 88 ORTHO HEIGHT -   323.898 (meters)     1062.66  (feet) ADJUSTED
 LG0020  ______________________________________________________________________
 LG0020  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 LG0020  DYNAMIC HEIGHT  -        323.741 (meters)     1062.14  (feet) COMP
 LG0020  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LG0020
 LG0020  VERT ORDER      -  FIRST     CLASS II
 LG0020
 LG0020.The horizontal coordinates were scaled from a map and have
 LG0020.an estimated accuracy of +/- 6 seconds.
 LG0020
 LG0020.The orthometric height was determined by differential leveling and
 LG0020.adjusted by the NATIONAL GEODETIC SURVEY
 LG0020.in June 1991.
 LG0020
 LG0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0020.GEOID18 height accuracy estimate available here.
 LG0020
 LG0020.Click photographs - Photos may exist for this station.
 LG0020
 LG0020.The dynamic height is computed by dividing the NAVD 88
 LG0020.geopotential number by the normal gravity value computed on the
 LG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0020.degrees latitude (g = 980.6199 gals.).
 LG0020
 LG0020.The modeled gravity was interpolated from observed gravity values.
 LG0020
 LG0020;                    North         East    Units  Estimated Accuracy
 LG0020;SPC NE       -    99,660.      818,650.      MT  (+/- 180 meters Scaled)
 LG0020
 LG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341056(NAD 83)
 LG0020
 LG0020                          SUPERSEDED SURVEY CONTROL
 LG0020
 LG0020  NGVD 29 (??/??/92)  323.791  (m)         1062.30   (f) ADJ UNCH    1 2
 LG0020
 LG0020.Superseded values are not recommended for survey control.
 LG0020
 LG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0020.See file dsdata.pdf to determine how the superseded data were derived.
 LG0020
 LG0020_MARKER: DB = BENCH MARK DISK
 LG0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0020_STAMPING: 1061.858 P 12 1933
 LG0020_MARK LOGO: CGS
 LG0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0020+STABILITY: SURFACE MOTION
 LG0020
 LG0020  HISTORY     - Date     Condition        Report By
 LG0020  HISTORY     - 1933     MONUMENTED       CGS
 LG0020  HISTORY     - 1940     GOOD             CGS
 LG0020  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0020
 LG0020                          STATION DESCRIPTION
 LG0020
 LG0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0020'2.5 MI SE FROM UNADILLA.
 LG0020'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0020'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 870 FEET EAST
 LG0020'OF MILEPOST 30, 275 FEET EAST OF A HANDCAR SET-OFF, 54 FEET SOUTH
 LG0020'OF STATE HIGHWAY 2, 47 FEET SOUTHEAST OF THE SOUTH END OF A
 LG0020'HIGHWAY CULVERT, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, 6
 LG0020'FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, AND 2 FEET
 LG0020'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0020'1061.858 P 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0020'0.2 FOOT ABOVE GROUND.
 LG0020
 LG0020                          STATION RECOVERY (1991)
 LG0020
 LG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0020'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0042 ***********************************************************************
 MM0042  DESIGNATION -  P 120
 MM0042  PID         -  MM0042
 MM0042  STATE/COUNTY-  NE/CUSTER
 MM0042  COUNTRY     -  US
 MM0042  USGS QUAD   -  ARNOLD (2017)
 MM0042
 MM0042                         *CURRENT SURVEY CONTROL
 MM0042  ______________________________________________________________________
 MM0042* NAD 83(1986) POSITION- 41 26 20.     (N) 100 13 57.     (W)   SCALED
 MM0042* NAVD 88 ORTHO HEIGHT -   831.456 (meters)     2727.87  (feet) ADJUSTED
 MM0042  ______________________________________________________________________
 MM0042  GEOID HEIGHT    -        -21.932 (meters)                     GEOID18
 MM0042  DYNAMIC HEIGHT  -        831.017 (meters)     2726.43  (feet) COMP
 MM0042  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 MM0042
 MM0042  VERT ORDER      -  SECOND    CLASS 0
 MM0042
 MM0042.The horizontal coordinates were scaled from a map and have
 MM0042.an estimated accuracy of +/- 6 seconds.
 MM0042
 MM0042.The orthometric height was determined by differential leveling and
 MM0042.adjusted by the NATIONAL GEODETIC SURVEY
 MM0042.in June 1991.
 MM0042
 MM0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0042.GEOID18 height accuracy estimate available here.
 MM0042
 MM0042.Click photographs - Photos may exist for this station.
 MM0042
 MM0042.The dynamic height is computed by dividing the NAVD 88
 MM0042.geopotential number by the normal gravity value computed on the
 MM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0042.degrees latitude (g = 980.6199 gals.).
 MM0042
 MM0042.The modeled gravity was interpolated from observed gravity values.
 MM0042
 MM0042;                    North         East    Units  Estimated Accuracy
 MM0042;SPC NE       -   178,280.      480,580.      MT  (+/- 180 meters Scaled)
 MM0042
 MM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL970882(NAD 83)
 MM0042
 MM0042                          SUPERSEDED SURVEY CONTROL
 MM0042
 MM0042  NGVD 29 (??/??/92)  831.200  (m)         2727.03   (f) ADJ UNCH    2 0
 MM0042
 MM0042.Superseded values are not recommended for survey control.
 MM0042
 MM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0042.See file dsdata.pdf to determine how the superseded data were derived.
 MM0042
 MM0042_MARKER: DB = BENCH MARK DISK
 MM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0042_STAMPING: P 120 1934
 MM0042_MARK LOGO: CGS
 MM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0042+STABILITY: SURFACE MOTION
 MM0042
 MM0042  HISTORY     - Date     Condition        Report By
 MM0042  HISTORY     - 1934     MONUMENTED       CGS
 MM0042  HISTORY     - 1972     GOOD             USGS
 MM0042
 MM0042                          STATION DESCRIPTION
 MM0042
 MM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0042'2.4 MI NW FROM ARNOLD.
 MM0042'ABOUT 2.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0042'THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT 0.5 MILE NORTHWEST
 MM0042'OF MILEPOST 85, ABOUT 87.5 FEET SOUTHWEST OF CATTLE GATE 85.50,
 MM0042'AT A ROAD CROSSING, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE
 MM0042'ROAD, AND 45.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A
 MM0042'STANDARD DISK, STAMPED P 120 1934 AND SET IN THE TOP OF A CONCRETE
 MM0042'POST.  NOTE-- MARK IS 71.8 FT. NW OF CENTERLINE OF RD. AT S
 MM0042'R/W FEN. AND PARALLEL WITH THE RR. 2 FT NE OF S R/W FENCE AT A
 MM0042'WITNESS TAG.
 MM0042
 MM0042                          STATION RECOVERY (1972)
 MM0042
 MM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0569 ***********************************************************************
 LH0569  DESIGNATION -  P 122
 LH0569  PID         -  LH0569
 LH0569  STATE/COUNTY-  NE/BUFFALO
 LH0569  COUNTRY     -  US
 LH0569  USGS QUAD   -  PLEASANTON (2017)
 LH0569
 LH0569                         *CURRENT SURVEY CONTROL
 LH0569  ______________________________________________________________________
 LH0569* NAD 83(1986) POSITION- 40 59 29.     (N) 099 04 54.     (W)   SCALED
 LH0569* NAVD 88 ORTHO HEIGHT -   646.347 (meters)     2120.56  (feet) ADJUSTED
 LH0569  ______________________________________________________________________
 LH0569  GEOID HEIGHT    -        -24.023 (meters)                     GEOID18
 LH0569  DYNAMIC HEIGHT  -        646.001 (meters)     2119.42  (feet) COMP
 LH0569  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 LH0569
 LH0569  VERT ORDER      -  SECOND    CLASS 0
 LH0569
 LH0569.The horizontal coordinates were scaled from a map and have
 LH0569.an estimated accuracy of +/- 6 seconds.
 LH0569
 LH0569.The orthometric height was determined by differential leveling and
 LH0569.adjusted by the NATIONAL GEODETIC SURVEY
 LH0569.in June 1991.
 LH0569
 LH0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0569.GEOID18 height accuracy estimate available here.
 LH0569
 LH0569.Click photographs - Photos may exist for this station.
 LH0569
 LH0569.The dynamic height is computed by dividing the NAVD 88
 LH0569.geopotential number by the normal gravity value computed on the
 LH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0569.degrees latitude (g = 980.6199 gals.).
 LH0569
 LH0569.The modeled gravity was interpolated from observed gravity values.
 LH0569
 LH0569;                    North         East    Units  Estimated Accuracy
 LH0569;SPC NE       -   128,990.      577,250.      MT  (+/- 180 meters Scaled)
 LH0569
 LH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML931378(NAD 83)
 LH0569
 LH0569                          SUPERSEDED SURVEY CONTROL
 LH0569
 LH0569  NGVD 29 (??/??/92)  646.105  (m)         2119.76   (f) ADJ UNCH    2 0
 LH0569
 LH0569.Superseded values are not recommended for survey control.
 LH0569
 LH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0569.See file dsdata.pdf to determine how the superseded data were derived.
 LH0569
 LH0569_MARKER: DB = BENCH MARK DISK
 LH0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0569_STAMPING: P 122 1935
 LH0569_MARK LOGO: CGS
 LH0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0569+STABILITY: SURFACE MOTION
 LH0569
 LH0569  HISTORY     - Date     Condition        Report By
 LH0569  HISTORY     - 1935     MONUMENTED       CGS
 LH0569  HISTORY     - 1961     MARK NOT FOUND   CGS
 LH0569  HISTORY     - 20190917 MARK NOT FOUND   NDOT
 LH0569
 LH0569                          STATION DESCRIPTION
 LH0569
 LH0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0569'2 MI N FROM PLEASANTON.
 LH0569'2.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0569'PLEASANTON, BUFFALO COUNTY, AT THE T-JUNCTION OF A PRIVATE
 LH0569'ROAD LEADING EAST TO THE W.A. STICKNEY FARMHOUSE, 40 FEET
 LH0569'EAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE
 LH0569'CENTER LINE OF THE PRIVATE ROAD, 19 FEET NORTH OF A
 LH0569'POWER-TRANSMISSION LINE POLE, 2.5 FEET SOUTHEAST OF A FENCE
 LH0569'CORNER, AND 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.
 LH0569'A STANDARD DISK, STAMPED P 122 1935 AND SET IN THE TOP OF A
 LH0569'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LH0569
 LH0569                          STATION RECOVERY (1961)
 LH0569
 LH0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LH0569'MARK NOT FOUND.
 LH0569
 LH0569                          STATION RECOVERY (2019)
 LH0569
 LH0569'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 LH0569'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0452 ***********************************************************************
 NN0452  DESIGNATION -  P 126
 NN0452  PID         -  NN0452
 NN0452  STATE/COUNTY-  NE/HOLT
 NN0452  COUNTRY     -  US
 NN0452  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0452
 NN0452                         *CURRENT SURVEY CONTROL
 NN0452  ______________________________________________________________________
 NN0452* NAD 83(1986) POSITION- 42 05 34.     (N) 099 04 10.     (W)   SCALED
 NN0452* NAVD 88 ORTHO HEIGHT -   712.585 (meters)     2337.87  (feet) ADJUSTED
 NN0452  ______________________________________________________________________
 NN0452  GEOID HEIGHT    -        -23.378 (meters)                     GEOID18
 NN0452  DYNAMIC HEIGHT  -        712.273 (meters)     2336.85  (feet) COMP
 NN0452  MODELED GRAVITY -    980,160.2   (mgal)                       NAVD 88
 NN0452
 NN0452  VERT ORDER      -  SECOND    CLASS 0
 NN0452
 NN0452.The horizontal coordinates were scaled from a map and have
 NN0452.an estimated accuracy of +/- 6 seconds.
 NN0452
 NN0452.The orthometric height was determined by differential leveling and
 NN0452.adjusted by the NATIONAL GEODETIC SURVEY
 NN0452.in June 1991.
 NN0452
 NN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0452.GEOID18 height accuracy estimate available here.
 NN0452
 NN0452.Click photographs - Photos may exist for this station.
 NN0452
 NN0452.The dynamic height is computed by dividing the NAVD 88
 NN0452.geopotential number by the normal gravity value computed on the
 NN0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0452.degrees latitude (g = 980.6199 gals.).
 NN0452
 NN0452.The modeled gravity was interpolated from observed gravity values.
 NN0452
 NN0452;                    North         East    Units  Estimated Accuracy
 NN0452;SPC NE       -   251,270.      576,960.      MT  (+/- 180 meters Scaled)
 NN0452
 NN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM942600(NAD 83)
 NN0452
 NN0452                          SUPERSEDED SURVEY CONTROL
 NN0452
 NN0452  NGVD 29 (??/??/92)  712.329  (m)         2337.03   (f) ADJ UNCH    2 0
 NN0452
 NN0452.Superseded values are not recommended for survey control.
 NN0452
 NN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0452.See file dsdata.pdf to determine how the superseded data were derived.
 NN0452
 NN0452_MARKER: DB = BENCH MARK DISK
 NN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0452_STAMPING: P 126 1935
 NN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0452+STABILITY: SURFACE MOTION
 NN0452
 NN0452  HISTORY     - Date     Condition        Report By
 NN0452  HISTORY     - 1935     MONUMENTED       CGS
 NN0452
 NN0452                          STATION DESCRIPTION
 NN0452
 NN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0452'22.8 MI N FROM BURWELL.
 NN0452'IN HOLT COUNTY, 22.8 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0452'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 75 FEET SOUTH OF
 NN0452'A SMALL SAND HILL, 49.5 FEET EAST OF THE CENTER LINE OF THE
 NN0452'HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 NN0452'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 126 1935 AND
 NN0452'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0238 ***********************************************************************
 NN0238  DESIGNATION -  P 127
 NN0238  PID         -  NN0238
 NN0238  STATE/COUNTY-  NE/HOLT
 NN0238  COUNTRY     -  US
 NN0238  USGS QUAD   -  INMAN (2017)
 NN0238
 NN0238                         *CURRENT SURVEY CONTROL
 NN0238  ______________________________________________________________________
 NN0238* NAD 83(1986) POSITION- 42 25 26.     (N) 098 35 19.     (W)   SCALED
 NN0238* NAVD 88 ORTHO HEIGHT -   592.915 (meters)     1945.26  (feet) ADJUSTED
 NN0238  ______________________________________________________________________
 NN0238  GEOID HEIGHT    -        -24.402 (meters)                     GEOID18
 NN0238  DYNAMIC HEIGHT  -        592.692 (meters)     1944.52  (feet) COMP
 NN0238  MODELED GRAVITY -    980,225.9   (mgal)                       NAVD 88
 NN0238
 NN0238  VERT ORDER      -  SECOND    CLASS 0
 NN0238
 NN0238.The horizontal coordinates were scaled from a map and have
 NN0238.an estimated accuracy of +/- 6 seconds.
 NN0238
 NN0238.The orthometric height was determined by differential leveling and
 NN0238.adjusted by the NATIONAL GEODETIC SURVEY
 NN0238.in June 1991.
 NN0238
 NN0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0238.GEOID18 height accuracy estimate available here.
 NN0238
 NN0238.Click photographs - Photos may exist for this station.
 NN0238
 NN0238.The dynamic height is computed by dividing the NAVD 88
 NN0238.geopotential number by the normal gravity value computed on the
 NN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0238.degrees latitude (g = 980.6199 gals.).
 NN0238
 NN0238.The modeled gravity was interpolated from observed gravity values.
 NN0238
 NN0238;                    North         East    Units  Estimated Accuracy
 NN0238;SPC NE       -   288,580.      616,130.      MT  (+/- 180 meters Scaled)
 NN0238
 NN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM338969(NAD 83)
 NN0238
 NN0238                          SUPERSEDED SURVEY CONTROL
 NN0238
 NN0238  NGVD 29 (??/??/92)  592.715  (m)         1944.60   (f) ADJ UNCH    2 0
 NN0238
 NN0238.Superseded values are not recommended for survey control.
 NN0238
 NN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0238.See file dsdata.pdf to determine how the superseded data were derived.
 NN0238
 NN0238_MARKER: DB = BENCH MARK DISK
 NN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0238_STAMPING: P 127 1935
 NN0238_MARK LOGO: CGS
 NN0238_PROJECTION: FLUSH
 NN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0238+STABILITY: SURFACE MOTION
 NN0238
 NN0238  HISTORY     - Date     Condition        Report By
 NN0238  HISTORY     - 1935     MONUMENTED       CGS
 NN0238  HISTORY     - 1968     GOOD             CGS
 NN0238
 NN0238                          STATION DESCRIPTION
 NN0238
 NN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NN0238'4 MI SE FROM O NEILL.
 NN0238'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF
 NN0238'O NEILL, GO SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 3.3 MILES
 NN0238'TO A BRIDGE OVER THE ELKHORN RIVER.  CONTINUE SOUTHEAST ON THE
 NN0238'HIGHWAY FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT TURN RIGHT
 NN0238'ACROSS RAILROAD TRACKS AND THE AZIMUTH MARK (BENCH MARK P 127)
 NN0238'ON THE RIGHT.  BENCH MARK P 127 (AZIMUTH MARK), A STANDARD COAST
 NN0238'AND GEODETIC SURVEY BENCH MARK DISK STAMPED P 127 1935, SET IN
 NN0238'THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0238'SURFACE OF THE GROUND.  IT IS 45 FEET WEST OF THE WEST RAIL OF
 NN0238'RAILROAD TRACKS, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD, 5
 NN0238'FEET SOUTHWEST OF A TELEGRAPH POLE, AND 0.5 FEET WEST OF A METAL
 NN0238'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1326 ***********************************************************************
 NM1326  DESIGNATION -  P 128
 NM1326  PID         -  NM1326
 NM1326  STATE/COUNTY-  NE/MADISON
 NM1326  COUNTRY     -  US
 NM1326  USGS QUAD   -  TILDEN (2017)
 NM1326
 NM1326                         *CURRENT SURVEY CONTROL
 NM1326  ______________________________________________________________________
 NM1326* NAD 83(1986) POSITION- 42 02 47.     (N) 097 50 10.     (W)   SCALED
 NM1326* NAVD 88 ORTHO HEIGHT -   512.524 (meters)     1681.51  (feet) ADJUSTED
 NM1326  ______________________________________________________________________
 NM1326  GEOID HEIGHT    -        -24.646 (meters)                     GEOID18
 NM1326  DYNAMIC HEIGHT  -        512.318 (meters)     1680.83  (feet) COMP
 NM1326  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 NM1326
 NM1326  VERT ORDER      -  SECOND    CLASS 0
 NM1326
 NM1326.The horizontal coordinates were scaled from a map and have
 NM1326.an estimated accuracy of +/- 6 seconds.
 NM1326
 NM1326.The orthometric height was determined by differential leveling and
 NM1326.adjusted by the NATIONAL GEODETIC SURVEY
 NM1326.in June 1991.
 NM1326
 NM1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1326.GEOID18 height accuracy estimate available here.
 NM1326
 NM1326.Click photographs - Photos may exist for this station.
 NM1326
 NM1326.The dynamic height is computed by dividing the NAVD 88
 NM1326.geopotential number by the normal gravity value computed on the
 NM1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1326.degrees latitude (g = 980.6199 gals.).
 NM1326
 NM1326.The modeled gravity was interpolated from observed gravity values.
 NM1326
 NM1326;                    North         East    Units  Estimated Accuracy
 NM1326;SPC NE       -   247,950.      679,080.      MT  (+/- 180 meters Scaled)
 NM1326
 NM1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM963555(NAD 83)
 NM1326
 NM1326                          SUPERSEDED SURVEY CONTROL
 NM1326
 NM1326  NGVD 29 (??/??/92)  512.313  (m)         1680.81   (f) ADJ UNCH    2 0
 NM1326
 NM1326.Superseded values are not recommended for survey control.
 NM1326
 NM1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1326.See file dsdata.pdf to determine how the superseded data were derived.
 NM1326
 NM1326_MARKER: DB = BENCH MARK DISK
 NM1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1326_SP_SET: TOWER BASE
 NM1326_STAMPING: P 128 1935
 NM1326_MARK LOGO: CGS
 NM1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1326
 NM1326  HISTORY     - Date     Condition        Report By
 NM1326  HISTORY     - 1935     MONUMENTED       CGS
 NM1326  HISTORY     - 1950     GOOD             CGS
 NM1326
 NM1326                          STATION DESCRIPTION
 NM1326
 NM1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1326'AT TILDEN.
 NM1326'IN TILDEN, 88 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO.
 NM1326'8, 45 FEET SOUTH OF THE SOUTH SIDE OF SIDEWALK, A MARK SET
 NM1326'HORIZONTALLY IN THE NORTHEAST BASE OF THE CITY WATER TOWER.
 NM1326
 NM1326                          STATION RECOVERY (1950)
 NM1326
 NM1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NM1326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0335 ***********************************************************************
 LG0335  DESIGNATION -  P 13
 LG0335  PID         -  LG0335
 LG0335  STATE/COUNTY-  NE/SALINE
 LG0335  COUNTRY     -  US
 LG0335  USGS QUAD   -  CRETE NORTH (2017)
 LG0335
 LG0335                         *CURRENT SURVEY CONTROL
 LG0335  ______________________________________________________________________
 LG0335* NAD 83(1986) POSITION- 40 38 43.     (N) 096 56 00.     (W)   SCALED
 LG0335* NAVD 88 ORTHO HEIGHT -   427.089 (meters)     1401.21  (feet) ADJUSTED
 LG0335  ______________________________________________________________________
 LG0335  GEOID HEIGHT    -        -26.437 (meters)                     GEOID18
 LG0335  DYNAMIC HEIGHT  -        426.874 (meters)     1400.50  (feet) COMP
 LG0335  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 LG0335
 LG0335  VERT ORDER      -  FIRST     CLASS II
 LG0335
 LG0335.The horizontal coordinates were scaled from a map and have
 LG0335.an estimated accuracy of +/- 6 seconds.
 LG0335
 LG0335.The orthometric height was determined by differential leveling and
 LG0335.adjusted by the NATIONAL GEODETIC SURVEY
 LG0335.in June 1991.
 LG0335
 LG0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0335.GEOID18 height accuracy estimate available here.
 LG0335
 LG0335.Click photographs - Photos may exist for this station.
 LG0335
 LG0335.The dynamic height is computed by dividing the NAVD 88
 LG0335.geopotential number by the normal gravity value computed on the
 LG0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0335.degrees latitude (g = 980.6199 gals.).
 LG0335
 LG0335.The modeled gravity was interpolated from observed gravity values.
 LG0335
 LG0335;                    North         East    Units  Estimated Accuracy
 LG0335;SPC NE       -    94,750.      759,280.      MT  (+/- 180 meters Scaled)
 LG0335
 LG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL747014(NAD 83)
 LG0335
 LG0335                          SUPERSEDED SURVEY CONTROL
 LG0335
 LG0335  NGVD 29 (??/??/92)  426.958  (m)         1400.78   (f) ADJ UNCH    1 2
 LG0335
 LG0335.Superseded values are not recommended for survey control.
 LG0335
 LG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0335.See file dsdata.pdf to determine how the superseded data were derived.
 LG0335
 LG0335_MARKER: DB = BENCH MARK DISK
 LG0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0335_STAMPING: 1400.578 P 13 1933
 LG0335_MARK LOGO: CGS
 LG0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0335+STABILITY: SURFACE MOTION
 LG0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0335+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1986
 LG0335
 LG0335  HISTORY     - Date     Condition        Report By
 LG0335  HISTORY     - 1933     MONUMENTED       CGS
 LG0335  HISTORY     - 1940     GOOD             CGS
 LG0335  HISTORY     - 19861117 MARK NOT FOUND   NGS
 LG0335  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0335
 LG0335                          STATION DESCRIPTION
 LG0335
 LG0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0335'2 MI NE FROM CRETE.
 LG0335'IN SALINE COUNTY, 2.0 MILES NORTHEAST ALONG THE CHICAGO,
 LG0335'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT CRETE,
 LG0335'SALINE COUNTY, 1.2 MILES SOUTHWEST OF BERKS, LANCASTER COUNTY,
 LG0335'64 FEET WEST OF A WESTBOUND SEMAPHORE, AT A ROAD CROSSING, 47
 LG0335'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 45 FEET NORTHWEST
 LG0335'OF THE CENTERLINE OF THE TRACK, 28 FEET WEST OF THE CENTERLINE
 LG0335'OF THE ROAD, 10 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE,
 LG0335'10 FEET SOUTHEAST OF A FENCE CORNER, AND 3 FEET EAST OF A WHITE
 LG0335'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1400.578 P 13
 LG0335'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 LG0335'ABOVE GROUND.
 LG0335
 LG0335                          STATION RECOVERY (1986)
 LG0335
 LG0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0335'MARK NOT FOUND.
 LG0335
 LG0335                          STATION RECOVERY (1991)
 LG0335
 LG0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0335'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 LG0335'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0353 ***********************************************************************
 NO0353  DESIGNATION -  P 130
 NO0353  PID         -  NO0353
 NO0353  STATE/COUNTY-  NE/CHERRY
 NO0353  COUNTRY     -  US
 NO0353  USGS QUAD   -  MERRIMAN (2017)
 NO0353
 NO0353                         *CURRENT SURVEY CONTROL
 NO0353  ______________________________________________________________________
 NO0353* NAD 83(1986) POSITION- 42 53 48.62   (N) 101 42 02.77   (W)   HD_HELD1
 NO0353* NAVD 88 ORTHO HEIGHT -   992.954 (meters)     3257.72  (feet) ADJUSTED
 NO0353  ______________________________________________________________________
 NO0353  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 NO0353  DYNAMIC HEIGHT  -        992.517 (meters)     3256.28  (feet) COMP
 NO0353  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 NO0353
 NO0353  VERT ORDER      -  SECOND    CLASS 0
 NO0353
 NO0353.The horizontal coordinates were determined by differentially corrected
 NO0353.hand held GPS observations or other comparable positioning techniques
 NO0353.and have an estimated accuracy of +/- 3 meters.
 NO0353
 NO0353.The orthometric height was determined by differential leveling and
 NO0353.adjusted by the NATIONAL GEODETIC SURVEY
 NO0353.in June 1991.
 NO0353
 NO0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0353.GEOID18 height accuracy estimate available here.
 NO0353
 NO0353.Click photographs - Photos may exist for this station.
 NO0353
 NO0353.The dynamic height is computed by dividing the NAVD 88
 NO0353.geopotential number by the normal gravity value computed on the
 NO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0353.degrees latitude (g = 980.6199 gals.).
 NO0353
 NO0353.The modeled gravity was interpolated from observed gravity values.
 NO0353
 NO0353;                    North         East    Units  Estimated Accuracy
 NO0353;SPC NE       -   341,527.4     361,101.1     MT  (+/- 3 meters HH1 GPS) 
 NO0353
 NO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7949052897(NAD 83)
 NO0353
 NO0353                          SUPERSEDED SURVEY CONTROL
 NO0353
 NO0353  NGVD 29 (??/??/92)  992.536  (m)         3256.35   (f) ADJ UNCH    2 0
 NO0353
 NO0353.Superseded values are not recommended for survey control.
 NO0353
 NO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0353.See file dsdata.pdf to determine how the superseded data were derived.
 NO0353
 NO0353_MARKER: DB = BENCH MARK DISK
 NO0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0353_STAMPING: P 130 1934
 NO0353_MARK LOGO: CGS
 NO0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0353+STABILITY: SURFACE MOTION
 NO0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0353+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0353
 NO0353  HISTORY     - Date     Condition        Report By
 NO0353  HISTORY     - 1934     MONUMENTED       CGS
 NO0353  HISTORY     - 1948     GOOD             CGS
 NO0353  HISTORY     - 19990914 GOOD             NEDR
 NO0353
 NO0353                          STATION DESCRIPTION
 NO0353
 NO0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0353'1.6 MI S FROM MERRIMAN.
 NO0353'1.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0353'COUNTY, AT A CORNER WHERE THE OLD ROAD TURNS EAST, 1/4 MILE NORTHEAST
 NO0353'OF THE ONLY GROVE OF TREES IN SIGHT, AT THE SOUTH EDGE OF A
 NO0353'RANGE OF SAND HILLS, AND ABOUT 66 YARDS EAST OF THE CENTERLINE
 NO0353'OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 130 1934 AND SET IN
 NO0353'THE TOP OF A CONCRETE POST.  MONUMENT IS 60 FEET WEST OF STATE
 NO0353'HIGHWAY 61, ABOUT 60 FEET SOUTH-SOUTHEAST OF CORNER OF FENCES
 NO0353'NORTH AND WEST AND SOUTHEAST.
 NO0353
 NO0353                          STATION RECOVERY (1999)
 NO0353
 NO0353'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0353'TO REACH FROM THE WEST JUNCTION OF U.S HIGHWAY 20 AND STATE HIGHWAY
 NO0353'61, AT MERRIMAN, GO SOUTH ON HIGHWAY 61 FOR 1.60 MI (2.57 KM) TO THE
 NO0353'MARK ON THE RIGHT AT HIGHWAY MILEPOST 224+18, ON RIGHT-OF-WAY AND IN
 NO0353'SEC29, T34N, R37W.  IT IS 80.4 FT (24.5 M) WEST OF THE CENTERLINE OF
 NO0353'THE HIGHWAY, 38.25 FT (11.66 M) SOUTH OF FENCE CORNER POST OF A FENCE
 NO0353'LEADING WEST FROM THE RIGHT-OF-WAY AND 12.8 FT (3.9 M) WEST FROM A
 NO0353'WITNESS POST AND FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0582 ***********************************************************************
 MK0582  DESIGNATION -  P 131
 MK0582  PID         -  MK0582
 MK0582  STATE/COUNTY-  NE/DODGE
 MK0582  COUNTRY     -  US
 MK0582  USGS QUAD   -  FREMONT EAST (2017)
 MK0582
 MK0582                         *CURRENT SURVEY CONTROL
 MK0582  ______________________________________________________________________
 MK0582* NAD 83(1986) POSITION- 41 26 12.     (N) 096 29 48.     (W)   SCALED
 MK0582* NAVD 88 ORTHO HEIGHT -   365.394 (meters)     1198.80  (feet) ADJUSTED
 MK0582  ______________________________________________________________________
 MK0582  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 MK0582  DYNAMIC HEIGHT  -        365.229 (meters)     1198.26  (feet) COMP
 MK0582  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 MK0582
 MK0582  VERT ORDER      -  SECOND    CLASS 0
 MK0582
 MK0582.The horizontal coordinates were scaled from a map and have
 MK0582.an estimated accuracy of +/- 6 seconds.
 MK0582
 MK0582.The orthometric height was determined by differential leveling and
 MK0582.adjusted by the NATIONAL GEODETIC SURVEY
 MK0582.in June 1991.
 MK0582
 MK0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0582.GEOID18 height accuracy estimate available here.
 MK0582
 MK0582.Click photographs - Photos may exist for this station.
 MK0582
 MK0582.The dynamic height is computed by dividing the NAVD 88
 MK0582.geopotential number by the normal gravity value computed on the
 MK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0582.degrees latitude (g = 980.6199 gals.).
 MK0582
 MK0582.The modeled gravity was interpolated from observed gravity values.
 MK0582
 MK0582;                    North         East    Units  Estimated Accuracy
 MK0582;SPC NE       -   183,940.      792,620.      MT  (+/- 180 meters Scaled)
 MK0582
 MK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL091902(NAD 83)
 MK0582
 MK0582                          SUPERSEDED SURVEY CONTROL
 MK0582
 MK0582  NGVD 29 (??/??/92)  365.246  (m)         1198.31   (f) ADJ UNCH    2 0
 MK0582
 MK0582.Superseded values are not recommended for survey control.
 MK0582
 MK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0582.See file dsdata.pdf to determine how the superseded data were derived.
 MK0582
 MK0582_MARKER: DB = BENCH MARK DISK
 MK0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0582_SP_SET: BUILDING
 MK0582_STAMPING: P 131 1934
 MK0582_MARK LOGO: CGS
 MK0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0582
 MK0582  HISTORY     - Date     Condition        Report By
 MK0582  HISTORY     - 1934     MONUMENTED       CGS
 MK0582  HISTORY     - 1938     GOOD             CGS
 MK0582
 MK0582                          STATION DESCRIPTION
 MK0582
 MK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0582'IN FREMONT.
 MK0582'IN FREMONT, A VERTICAL MARK IN THE NORTH FACE OF THE CITY LIGHT
 MK0582'AND WATER DEPARTMENT BUILDING, 43.0 FEET EAST OF THE NORTH
 MK0582'ENTRANCE, 27 FEET WEST OF THE NORTHWEST CORNER OF BUILDING,
 MK0582'4.0 FEET ABOVE THE LEVEL OF GROUND EAST.
 MK0582
 MK0582                          STATION RECOVERY (1938)
 MK0582
 MK0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MK0582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0583 ***********************************************************************
 MK0583  DESIGNATION -  P 131 RESET
 MK0583  PID         -  MK0583
 MK0583  STATE/COUNTY-  NE/DODGE
 MK0583  COUNTRY     -  US
 MK0583  USGS QUAD   -  FREMONT EAST (2017)
 MK0583
 MK0583                         *CURRENT SURVEY CONTROL
 MK0583  ______________________________________________________________________
 MK0583* NAD 83(1986) POSITION- 41 26 12.03   (N) 096 29 47.42   (W)   HD_HELD1
 MK0583* NAVD 88 ORTHO HEIGHT -   365.39  (+/-2cm)     1198.8   (feet) VERTCON
 MK0583  ______________________________________________________________________
 MK0583  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 MK0583  VERT ORDER      -  THIRD (See Below)
 MK0583
 MK0583.The horizontal coordinates were determined by differentially corrected
 MK0583.hand held GPS observations or other comparable positioning techniques
 MK0583.and have an estimated accuracy of +/- 3 meters.
 MK0583
 MK0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0583
 MK0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0583.GEOID18 height accuracy estimate available here.
 MK0583
 MK0583.The vertical order pertains to the NGVD 29 superseded value.
 MK0583
 MK0583.Click photographs - Photos may exist for this station.
 MK0583
 MK0583;                    North         East    Units  Estimated Accuracy
 MK0583;SPC NE       -   183,941.3     792,633.3     MT  (+/- 3 meters HH1 GPS) 
 MK0583
 MK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0916090259(NAD 83)
 MK0583
 MK0583                          SUPERSEDED SURVEY CONTROL
 MK0583
 MK0583  NGVD 29 (??/??/??)  365.25   (m)         1198.3    (f) RESET       3  
 MK0583
 MK0583.Superseded values are not recommended for survey control.
 MK0583
 MK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0583.See file dsdata.pdf to determine how the superseded data were derived.
 MK0583
 MK0583_MARKER: DB = BENCH MARK DISK
 MK0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0583_SP_SET: BUILDING
 MK0583_STAMPING: P 131 RESET 1949
 MK0583_MARK LOGO: CGS
 MK0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0583+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 MK0583
 MK0583  HISTORY     - Date     Condition        Report By
 MK0583  HISTORY     - 1949     MONUMENTED       LOCENG
 MK0583  HISTORY     - 20050604 GOOD             INDIV
 MK0583  HISTORY     - 20141206 GOOD             GEOCAC
 MK0583
 MK0583                          STATION DESCRIPTION
 MK0583
 MK0583'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 MK0583'AT FREMONT.
 MK0583'AT FREMONT, DODGE COUNTY, AT THE DEPARTMENT OF UTILITIES BUILDING,
 MK0583'IN THE NORTHWALL NEAR THE MIDDLE OF THE BUILDING, 51 FEET WEST
 MK0583'OF THE NORTHEAST CORNER, 19 FEET EAST OF THE ENTRANCE, AND 4 FEET
 MK0583'ABOVE THE GROUND.  A STANDARD DISK, STAMPED P 131 RESET 1949
 MK0583'AND SET VERTICALLY.
 MK0583
 MK0583                          STATION RECOVERY (2005)
 MK0583
 MK0583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 MK0583'THE MARKER IS CURRENTLY 4.7 FEET ABOVE GROUND.
 MK0583
 MK0583                          STATION RECOVERY (2014)
 MK0583
 MK0583'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK0583'THE DEPARTMENT OF UTILITIES BUILDING IS NOW POWERHOUSE APARTMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1108 ***********************************************************************
 MK1108  DESIGNATION -  P 132
 MK1108  PID         -  MK1108
 MK1108  STATE/COUNTY-  NE/DODGE
 MK1108  COUNTRY     -  US
 MK1108  USGS QUAD   -  UEHLING (2017)
 MK1108
 MK1108                         *CURRENT SURVEY CONTROL
 MK1108  ______________________________________________________________________
 MK1108* NAD 83(1986) POSITION- 41 37 47.     (N) 096 36 53.     (W)   SCALED
 MK1108* NAVD 88 ORTHO HEIGHT -   377.654 (meters)     1239.02  (feet) ADJUSTED
 MK1108  ______________________________________________________________________
 MK1108  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 MK1108  DYNAMIC HEIGHT  -        377.503 (meters)     1238.52  (feet) COMP
 MK1108  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 MK1108
 MK1108  VERT ORDER      -  SECOND    CLASS 0
 MK1108
 MK1108.The horizontal coordinates were scaled from a map and have
 MK1108.an estimated accuracy of +/- 6 seconds.
 MK1108
 MK1108.The orthometric height was determined by differential leveling and
 MK1108.adjusted by the NATIONAL GEODETIC SURVEY
 MK1108.in June 1991.
 MK1108
 MK1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1108.GEOID18 height accuracy estimate available here.
 MK1108
 MK1108.Click photographs - Photos may exist for this station.
 MK1108
 MK1108.The dynamic height is computed by dividing the NAVD 88
 MK1108.geopotential number by the normal gravity value computed on the
 MK1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1108.degrees latitude (g = 980.6199 gals.).
 MK1108
 MK1108.The modeled gravity was interpolated from observed gravity values.
 MK1108
 MK1108;                    North         East    Units  Estimated Accuracy
 MK1108;SPC NE       -   204,970.      781,930.      MT  (+/- 180 meters Scaled)
 MK1108
 MK1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM986114(NAD 83)
 MK1108
 MK1108                          SUPERSEDED SURVEY CONTROL
 MK1108
 MK1108  NGVD 29 (??/??/92)  377.511  (m)         1238.55   (f) ADJ UNCH    2 0
 MK1108
 MK1108.Superseded values are not recommended for survey control.
 MK1108
 MK1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1108.See file dsdata.pdf to determine how the superseded data were derived.
 MK1108
 MK1108_MARKER: DB = BENCH MARK DISK
 MK1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1108_STAMPING: P 132 1935
 MK1108_MARK LOGO: CGS
 MK1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1108+STABILITY: SURFACE MOTION
 MK1108
 MK1108  HISTORY     - Date     Condition        Report By
 MK1108  HISTORY     - 1935     MONUMENTED       CGS
 MK1108  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1108
 MK1108                          STATION DESCRIPTION
 MK1108
 MK1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1108'3.7 MI E FROM SCRIBNER.
 MK1108'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1108'AND HUMPHREY, 67 FEET NORTHWEST OF CENTER OF CROSSING OF RAILROAD
 MK1108'AND DIRT ROAD, 43.0 FEET NORTH OF THE NORTH RAIL, 2.0 FEET
 MK1108'BELOW THE LEVEL OF TRACK.
 MK1108
 MK1108                          STATION RECOVERY (1965)
 MK1108
 MK1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1171 ***********************************************************************
 MK1171  DESIGNATION -  P 133
 MK1171  PID         -  MK1171
 MK1171  STATE/COUNTY-  NE/COLFAX
 MK1171  COUNTRY     -  US
 MK1171  USGS QUAD   -  CLARKSON SE (2017)
 MK1171
 MK1171                         *CURRENT SURVEY CONTROL
 MK1171  ______________________________________________________________________
 MK1171* NAD 83(1986) POSITION- 41 37 10.     (N) 097 03 32.     (W)   SCALED
 MK1171* NAVD 88 ORTHO HEIGHT -   475.005 (meters)     1558.41  (feet) ADJUSTED
 MK1171  ______________________________________________________________________
 MK1171  GEOID HEIGHT    -        -25.446 (meters)                     GEOID18
 MK1171  DYNAMIC HEIGHT  -        474.800 (meters)     1557.74  (feet) COMP
 MK1171  MODELED GRAVITY -    980,177.6   (mgal)                       NAVD 88
 MK1171
 MK1171  VERT ORDER      -  SECOND    CLASS 0
 MK1171
 MK1171.The horizontal coordinates were scaled from a map and have
 MK1171.an estimated accuracy of +/- 6 seconds.
 MK1171
 MK1171.The orthometric height was determined by differential leveling and
 MK1171.adjusted by the NATIONAL GEODETIC SURVEY
 MK1171.in June 1991.
 MK1171
 MK1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1171.GEOID18 height accuracy estimate available here.
 MK1171
 MK1171.Click photographs - Photos may exist for this station.
 MK1171
 MK1171.The dynamic height is computed by dividing the NAVD 88
 MK1171.geopotential number by the normal gravity value computed on the
 MK1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1171.degrees latitude (g = 980.6199 gals.).
 MK1171
 MK1171.The modeled gravity was interpolated from observed gravity values.
 MK1171
 MK1171;                    North         East    Units  Estimated Accuracy
 MK1171;SPC NE       -   202,470.      744,990.      MT  (+/- 180 meters Scaled)
 MK1171
 MK1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM617093(NAD 83)
 MK1171
 MK1171                          SUPERSEDED SURVEY CONTROL
 MK1171
 MK1171  NGVD 29 (??/??/92)  474.821  (m)         1557.81   (f) ADJ UNCH    2 0
 MK1171
 MK1171.Superseded values are not recommended for survey control.
 MK1171
 MK1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1171.See file dsdata.pdf to determine how the superseded data were derived.
 MK1171
 MK1171_MARKER: DB = BENCH MARK DISK
 MK1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1171_STAMPING: P 133 1935
 MK1171_MARK LOGO: CGS
 MK1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1171+STABILITY: SURFACE MOTION
 MK1171
 MK1171  HISTORY     - Date     Condition        Report By
 MK1171  HISTORY     - 1935     MONUMENTED       CGS
 MK1171  HISTORY     - 1941     GOOD             CGS
 MK1171
 MK1171                          STATION DESCRIPTION
 MK1171
 MK1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1171'11.8 MI N FROM SCHUYLER.
 MK1171'ALONG STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 0.1 MILES
 MK1171'NORTH OF J.E. BRIGHACEK MAIL BOX, 27.9 FEET EAST OF THE CENTER
 MK1171'LINE OF HIGHWAY, 3.4 FEET WEST OF FENCE LINE RUNNING NORTH AND
 MK1171'SOUTH, OPPOSITE JUNCTION OF EAST AND WEST FENCE.
 MK1171
 MK1171                          STATION RECOVERY (1941)
 MK1171
 MK1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MK1171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1172 ***********************************************************************
 MK1172  DESIGNATION -  P 133 RESET
 MK1172  PID         -  MK1172
 MK1172  STATE/COUNTY-  NE/COLFAX
 MK1172  COUNTRY     -  US
 MK1172  USGS QUAD   -  CLARKSON SE (2017)
 MK1172
 MK1172                         *CURRENT SURVEY CONTROL
 MK1172  ______________________________________________________________________
 MK1172* NAD 83(1986) POSITION- 41 37 10.     (N) 097 03 31.     (W)   SCALED
 MK1172* NAVD 88 ORTHO HEIGHT -   474.66  (meters)     1557.3   (feet) RESET
 MK1172  ______________________________________________________________________
 MK1172  GEOID HEIGHT    -        -25.446 (meters)                     GEOID18
 MK1172  VERT ORDER      -  THIRD
 MK1172
 MK1172.The horizontal coordinates were scaled from a map and have
 MK1172.an estimated accuracy of +/- 6 seconds.
 MK1172
 MK1172.The orthometric height was computed from unverified reset data.
 MK1172
 MK1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1172.GEOID18 height accuracy estimate available here.
 MK1172
 MK1172.Click photographs - Photos may exist for this station.
 MK1172
 MK1172;                    North         East    Units  Estimated Accuracy
 MK1172;SPC NE       -   202,470.      745,010.      MT  (+/- 180 meters Scaled)
 MK1172
 MK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM617093(NAD 83)
 MK1172
 MK1172                          SUPERSEDED SURVEY CONTROL
 MK1172
 MK1172.No superseded survey control is available for this station.
 MK1172
 MK1172_MARKER: DB = BENCH MARK DISK
 MK1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1172_STAMPING: P 133 RESET 1960
 MK1172_MARK LOGO: CGS
 MK1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1172+STABILITY: SURFACE MOTION
 MK1172
 MK1172  HISTORY     - Date     Condition        Report By
 MK1172  HISTORY     - 1960     MONUMENTED       CGS
 MK1172
 MK1172                          STATION DESCRIPTION
 MK1172
 MK1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1172'11.8 MI N FROM SCHUYLER.
 MK1172'11.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1172'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, 10.3 MILES SOUTHEAST
 MK1172'OF CLARKSON, AT A HALF-SECTION LINE FENCE RUNNING EAST AND WEST,
 MK1172'60 FEET EAST OF THE CENTER OF STATE HIGHWAY 15, 3 FEET NORTH OF
 MK1172'AN EAST WEST FENCE, ONE FOOT NORTH OF A NEW STEEL WITNESS POST
 MK1172'AND PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1173 ***********************************************************************
 MK1173  DESIGNATION -  P 133 RESET
 MK1173  PID         -  MK1173
 MK1173  STATE/COUNTY-  NE/COLFAX
 MK1173  COUNTRY     -  US
 MK1173  USGS QUAD   -  CLARKSON SE (2017)
 MK1173
 MK1173                         *CURRENT SURVEY CONTROL
 MK1173  ______________________________________________________________________
 MK1173* NAD 83(1986) POSITION- 41 37 10.     (N) 097 03 32.     (W)   SCALED
 MK1173* NAVD 88 ORTHO HEIGHT -   474.39  (+/-2cm)     1556.4   (feet) VERTCON
 MK1173  ______________________________________________________________________
 MK1173  GEOID HEIGHT    -        -25.446 (meters)                     GEOID18
 MK1173  VERT ORDER      -  THIRD (See Below)
 MK1173
 MK1173.The horizontal coordinates were scaled from a map and have
 MK1173.an estimated accuracy of +/- 6 seconds.
 MK1173
 MK1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1173
 MK1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1173.GEOID18 height accuracy estimate available here.
 MK1173
 MK1173.The vertical order pertains to the NGVD 29 superseded value.
 MK1173
 MK1173.Click photographs - Photos may exist for this station.
 MK1173
 MK1173;                    North         East    Units  Estimated Accuracy
 MK1173;SPC NE       -   202,470.      744,990.      MT  (+/- 180 meters Scaled)
 MK1173
 MK1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM617093(NAD 83)
 MK1173
 MK1173                          SUPERSEDED SURVEY CONTROL
 MK1173
 MK1173  NGVD 29 (??/??/??)  474.21   (m)         1555.8    (f) RESET       3  
 MK1173
 MK1173.Superseded values are not recommended for survey control.
 MK1173
 MK1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1173.See file dsdata.pdf to determine how the superseded data were derived.
 MK1173
 MK1173_MARKER: DB = BENCH MARK DISK
 MK1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1173_STAMPING: P 133 RESET 1960
 MK1173_MARK LOGO: CGS
 MK1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1173+STABILITY: SURFACE MOTION
 MK1173
 MK1173  HISTORY     - Date     Condition        Report By
 MK1173  HISTORY     - 1960     MONUMENTED       CGS
 MK1173  HISTORY     - 1961     GOOD             CGS
 MK1173  HISTORY     - 19890414 GOOD             NEDR
 MK1173
 MK1173                          STATION DESCRIPTION
 MK1173
 MK1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1173'11.8 MI N FROM SCHUYLER.
 MK1173'11.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1173'RAILROAD STATION AT SCHUYLER, 10.3 MILE SOUTHEAST OF CLARKSON,
 MK1173'AT A HALF-SECTION LINE FENCE RUNNING EAST AND WEST, 60 FEET EAST
 MK1173'OF THE CENTER OF STATE HIGHWAY 15, 1.5 FEET NORTHWEST OF CORNER
 MK1173'FENCE POST, SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES
 MK1173'ABOVE GROUND.
 MK1173
 MK1173                          STATION RECOVERY (1989)
 MK1173
 MK1173'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1173'TO REACH FROM THE POST OFFICE IN SCHUYLER, GO WEST ON EAST 11TH STREET
 MK1173'FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 12.05 MI
 MK1173'(19.39 KM) TO THE MARK, 59.5 FT (18.1 M) SLOPE DISTANCE EAST FROM THE
 MK1173'CENTERLINE OF THE HIGHWAY, 3.8 FT (1.2 M) NORTH OF A CORNER FENCE
 MK1173'POST, 1.0 FT (0.3 M) WEST FROM A FIBERGLASS WITNESS POST AND SET INTO
 MK1173'THE TOP OF A CONCRETE POST THAT IS RECESSED 0.2 FT (6.1 CM) BELOW THE
 MK1173'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0697 ***********************************************************************
 LG0697  DESIGNATION -  P 135
 LG0697  PID         -  LG0697
 LG0697  STATE/COUNTY-  NE/YORK
 LG0697  COUNTRY     -  US
 LG0697  USGS QUAD   -  YORK NORTH (2017)
 LG0697
 LG0697                         *CURRENT SURVEY CONTROL
 LG0697  ______________________________________________________________________
 LG0697* NAD 83(1986) POSITION- 40 54 05.     (N) 097 36 20.     (W)   SCALED
 LG0697* NAVD 88 ORTHO HEIGHT -   507.490 (meters)     1664.99  (feet) ADJUSTED
 LG0697  ______________________________________________________________________
 LG0697  GEOID HEIGHT    -        -26.256 (meters)                     GEOID18
 LG0697  DYNAMIC HEIGHT  -        507.224 (meters)     1664.12  (feet) COMP
 LG0697  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LG0697
 LG0697  VERT ORDER      -  SECOND    CLASS 0
 LG0697
 LG0697.The horizontal coordinates were scaled from a map and have
 LG0697.an estimated accuracy of +/- 6 seconds.
 LG0697
 LG0697.The orthometric height was determined by differential leveling and
 LG0697.adjusted by the NATIONAL GEODETIC SURVEY
 LG0697.in June 1991.
 LG0697
 LG0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0697.GEOID18 height accuracy estimate available here.
 LG0697
 LG0697.Click photographs - Photos may exist for this station.
 LG0697
 LG0697.The dynamic height is computed by dividing the NAVD 88
 LG0697.geopotential number by the normal gravity value computed on the
 LG0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0697.degrees latitude (g = 980.6199 gals.).
 LG0697
 LG0697.The modeled gravity was interpolated from observed gravity values.
 LG0697
 LG0697;                    North         East    Units  Estimated Accuracy
 LG0697;SPC NE       -   121,380.      701,670.      MT  (+/- 180 meters Scaled)
 LG0697
 LG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL174287(NAD 83)
 LG0697
 LG0697                          SUPERSEDED SURVEY CONTROL
 LG0697
 LG0697  NGVD 29 (??/??/92)  507.289  (m)         1664.33   (f) ADJ UNCH    2 0
 LG0697
 LG0697.Superseded values are not recommended for survey control.
 LG0697
 LG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0697.See file dsdata.pdf to determine how the superseded data were derived.
 LG0697
 LG0697_MARKER: DB = BENCH MARK DISK
 LG0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0697_STAMPING: P 135 1935
 LG0697_MARK LOGO: CGS
 LG0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0697+STABILITY: SURFACE MOTION
 LG0697
 LG0697  HISTORY     - Date     Condition        Report By
 LG0697  HISTORY     - 1935     MONUMENTED       CGS
 LG0697  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0697
 LG0697                          STATION DESCRIPTION
 LG0697
 LG0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0697'2.2 MI N FROM YORK.
 LG0697'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0697'FROM THE STATION AT YORK, YORK COUNTY, 35 RAILS NORTH OF MILEPOST
 LG0697'137, AT A ROAD CROSSING, 58 FEET NORTHEAST OF THE CENTER OF THE
 LG0697'CROSSING, 14.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LG0697'AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED P 135
 LG0697'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0697
 LG0697                          STATION RECOVERY (1967)
 LG0697
 LG0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1612 ***********************************************************************
 MK1612  DESIGNATION -  P 136
 MK1612  PID         -  MK1612
 MK1612  STATE/COUNTY-  NE/NANCE
 MK1612  COUNTRY     -  US
 MK1612  USGS QUAD   -  FULLERTON (2017)
 MK1612
 MK1612                         *CURRENT SURVEY CONTROL
 MK1612  ______________________________________________________________________
 MK1612* NAD 83(1986) POSITION- 41 20 11.     (N) 097 58 57.     (W)   SCALED
 MK1612* NAVD 88 ORTHO HEIGHT -   497.330 (meters)     1631.66  (feet) ADJUSTED
 MK1612  ______________________________________________________________________
 MK1612  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 MK1612  DYNAMIC HEIGHT  -        497.099 (meters)     1630.90  (feet) COMP
 MK1612  MODELED GRAVITY -    980,143.9   (mgal)                       NAVD 88
 MK1612
 MK1612  VERT ORDER      -  SECOND    CLASS 0
 MK1612
 MK1612.The horizontal coordinates were scaled from a map and have
 MK1612.an estimated accuracy of +/- 6 seconds.
 MK1612
 MK1612.The orthometric height was determined by differential leveling and
 MK1612.adjusted by the NATIONAL GEODETIC SURVEY
 MK1612.in June 1991.
 MK1612
 MK1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1612.GEOID18 height accuracy estimate available here.
 MK1612
 MK1612.Click photographs - Photos may exist for this station.
 MK1612
 MK1612.The dynamic height is computed by dividing the NAVD 88
 MK1612.geopotential number by the normal gravity value computed on the
 MK1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1612.degrees latitude (g = 980.6199 gals.).
 MK1612
 MK1612.The modeled gravity was interpolated from observed gravity values.
 MK1612
 MK1612;                    North         East    Units  Estimated Accuracy
 MK1612;SPC NE       -   168,850.      668,810.      MT  (+/- 180 meters Scaled)
 MK1612
 MK1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL851765(NAD 83)
 MK1612
 MK1612                          SUPERSEDED SURVEY CONTROL
 MK1612
 MK1612  NGVD 29 (??/??/92)  497.111  (m)         1630.94   (f) ADJ UNCH    2 0
 MK1612
 MK1612.Superseded values are not recommended for survey control.
 MK1612
 MK1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1612.See file dsdata.pdf to determine how the superseded data were derived.
 MK1612
 MK1612_MARKER: DB = BENCH MARK DISK
 MK1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1612_STAMPING: P 136 1935
 MK1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1612+STABILITY: SURFACE MOTION
 MK1612
 MK1612  HISTORY     - Date     Condition        Report By
 MK1612  HISTORY     - 1935     MONUMENTED       CGS
 MK1612  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1612
 MK1612                          STATION DESCRIPTION
 MK1612
 MK1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1612'2.6 MI S FROM FULLERTON.
 MK1612'2.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1612'FULLERTON, NANCE COUNTY, 600 FEET WEST OF THE HIGHWAY, ON THE
 MK1612'OLD HIGHWAY, 0.2 MILE WEST OF A FARMHOUSE, 36.5 FEET EAST OF
 MK1612'THE CENTER LINE OF THE OLD HIGHWAY, AND 2 FEET NORTH OF A WHITE
 MK1612'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 136 1935 AND
 MK1612'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0535 ***********************************************************************
 LG0535  DESIGNATION -  P 137
 LG0535  PID         -  LG0535
 LG0535  STATE/COUNTY-  NE/YORK
 LG0535  COUNTRY     -  US
 LG0535  USGS QUAD   -  WACO (2017)
 LG0535
 LG0535                         *CURRENT SURVEY CONTROL
 LG0535  ______________________________________________________________________
 LG0535* NAD 83(1986) POSITION- 40 59 35.     (N) 097 26 41.     (W)   SCALED
 LG0535* NAVD 88 ORTHO HEIGHT -   473.503 (meters)     1553.48  (feet) ADJUSTED
 LG0535  ______________________________________________________________________
 LG0535  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 LG0535  DYNAMIC HEIGHT  -        473.262 (meters)     1552.69  (feet) COMP
 LG0535  MODELED GRAVITY -    980,101.0   (mgal)                       NAVD 88
 LG0535
 LG0535  VERT ORDER      -  SECOND    CLASS 0
 LG0535
 LG0535.The horizontal coordinates were scaled from a map and have
 LG0535.an estimated accuracy of +/- 6 seconds.
 LG0535
 LG0535.The orthometric height was determined by differential leveling and
 LG0535.adjusted by the NATIONAL GEODETIC SURVEY
 LG0535.in June 1991.
 LG0535
 LG0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0535.GEOID18 height accuracy estimate available here.
 LG0535
 LG0535.Click photographs - Photos may exist for this station.
 LG0535
 LG0535.The dynamic height is computed by dividing the NAVD 88
 LG0535.geopotential number by the normal gravity value computed on the
 LG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0535.degrees latitude (g = 980.6199 gals.).
 LG0535
 LG0535.The modeled gravity was interpolated from observed gravity values.
 LG0535
 LG0535;                    North         East    Units  Estimated Accuracy
 LG0535;SPC NE       -   131,940.      714,920.      MT  (+/- 180 meters Scaled)
 LG0535
 LG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL308391(NAD 83)
 LG0535
 LG0535                          SUPERSEDED SURVEY CONTROL
 LG0535
 LG0535  NGVD 29 (??/??/92)  473.310  (m)         1552.85   (f) ADJ UNCH    2 0
 LG0535
 LG0535.Superseded values are not recommended for survey control.
 LG0535
 LG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0535.See file dsdata.pdf to determine how the superseded data were derived.
 LG0535
 LG0535_MARKER: DB = BENCH MARK DISK
 LG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0535_STAMPING: P 137 1935
 LG0535_MARK LOGO: CGS
 LG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0535+STABILITY: SURFACE MOTION
 LG0535
 LG0535  HISTORY     - Date     Condition        Report By
 LG0535  HISTORY     - 1935     MONUMENTED       CGS
 LG0535  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0535
 LG0535                          STATION DESCRIPTION
 LG0535
 LG0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0535'3 MI NE FROM THAYER.
 LG0535'3 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 LG0535'RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, 130.4 FEET
 LG0535'SOUTHWEST OF A ROAD CROSSING, 43.8 FEET SOUTH OF THE OLD ROADBED,
 LG0535'AND 3.5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED P 137
 LG0535'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0535
 LG0535                          STATION RECOVERY (1967)
 LG0535
 LG0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0143 ***********************************************************************
 LH0143  DESIGNATION -  P 138
 LH0143  PID         -  LH0143
 LH0143  STATE/COUNTY-  NE/HAMILTON
 LH0143  COUNTRY     -  US
 LH0143  USGS QUAD   -  PHILLIPS (2017)
 LH0143
 LH0143                         *CURRENT SURVEY CONTROL
 LH0143  ______________________________________________________________________
 LH0143* NAD 83(1986) POSITION- 40 53 31.     (N) 098 11 15.     (W)   SCALED
 LH0143* NAVD 88 ORTHO HEIGHT -   573.092 (meters)     1880.22  (feet) ADJUSTED
 LH0143  ______________________________________________________________________
 LH0143  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 LH0143  DYNAMIC HEIGHT  -        572.792 (meters)     1879.24  (feet) COMP
 LH0143  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 LH0143
 LH0143  VERT ORDER      -  SECOND    CLASS 0
 LH0143
 LH0143.The horizontal coordinates were scaled from a map and have
 LH0143.an estimated accuracy of +/- 6 seconds.
 LH0143
 LH0143.The orthometric height was determined by differential leveling and
 LH0143.adjusted by the NATIONAL GEODETIC SURVEY
 LH0143.in June 1991.
 LH0143
 LH0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0143.GEOID18 height accuracy estimate available here.
 LH0143
 LH0143.Click photographs - Photos may exist for this station.
 LH0143
 LH0143.The dynamic height is computed by dividing the NAVD 88
 LH0143.geopotential number by the normal gravity value computed on the
 LH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0143.degrees latitude (g = 980.6199 gals.).
 LH0143
 LH0143.The modeled gravity was interpolated from observed gravity values.
 LH0143
 LH0143;                    North         East    Units  Estimated Accuracy
 LH0143;SPC NE       -   119,140.      652,690.      MT  (+/- 180 meters Scaled)
 LH0143
 LH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL684270(NAD 83)
 LH0143
 LH0143                          SUPERSEDED SURVEY CONTROL
 LH0143
 LH0143  NGVD 29 (??/??/92)  572.856  (m)         1879.45   (f) ADJ UNCH    2 0
 LH0143
 LH0143.Superseded values are not recommended for survey control.
 LH0143
 LH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0143.See file dsdata.pdf to determine how the superseded data were derived.
 LH0143
 LH0143_MARKER: DB = BENCH MARK DISK
 LH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0143_STAMPING: P 138 1935
 LH0143_MARK LOGO: CGS
 LH0143_PROJECTION: FLUSH
 LH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0143+STABILITY: SURFACE MOTION
 LH0143
 LH0143  HISTORY     - Date     Condition        Report By
 LH0143  HISTORY     - 1935     MONUMENTED       CGS
 LH0143  HISTORY     - 1950     GOOD             CGS
 LH0143  HISTORY     - 1950     GOOD             CGS
 LH0143  HISTORY     - 1977     GOOD             LOCENG
 LH0143
 LH0143                          STATION DESCRIPTION
 LH0143
 LH0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0143'1.4 MI E FROM PHILLIPS.
 LH0143'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0143'FROM THE STATION AT PHILIPS, AT A ROAD CROSSING, 73.4 FEET EAST
 LH0143'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 66.3 FEET NORTH
 LH0143'OF THE NORTH RAIL, 1.5 FEET SOUTH OF A FENCE, 81 FEET NORTH OF
 LH0143'A SWITCH BOX, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 LH0143'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LH0143
 LH0143                          STATION RECOVERY (1950)
 LH0143
 LH0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0143'RECOVERED IN GOOD CONDITION.
 LH0143
 LH0143                          STATION RECOVERY (1977)
 LH0143
 LH0143'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0120 ***********************************************************************
 MK0120  DESIGNATION -  P 139
 MK0120  PID         -  MK0120
 MK0120  STATE/COUNTY-  NE/BURT
 MK0120  COUNTRY     -  US
 MK0120  USGS QUAD   -  LYONS (2017)
 MK0120
 MK0120                         *CURRENT SURVEY CONTROL
 MK0120  ______________________________________________________________________
 MK0120* NAD 83(1986) POSITION- 41 56 10.     (N) 096 28 07.     (W)   SCALED
 MK0120* NAVD 88 ORTHO HEIGHT -   399.334 (meters)     1310.15  (feet) ADJUSTED
 MK0120  ______________________________________________________________________
 MK0120  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 MK0120  DYNAMIC HEIGHT  -        399.191 (meters)     1309.68  (feet) COMP
 MK0120  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 MK0120
 MK0120  VERT ORDER      -  SECOND    CLASS 0
 MK0120
 MK0120.The horizontal coordinates were scaled from a map and have
 MK0120.an estimated accuracy of +/- 6 seconds.
 MK0120
 MK0120.The orthometric height was determined by differential leveling and
 MK0120.adjusted by the NATIONAL GEODETIC SURVEY
 MK0120.in June 1991.
 MK0120
 MK0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0120.GEOID18 height accuracy estimate available here.
 MK0120
 MK0120.Click photographs - Photos may exist for this station.
 MK0120
 MK0120.The dynamic height is computed by dividing the NAVD 88
 MK0120.geopotential number by the normal gravity value computed on the
 MK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0120.degrees latitude (g = 980.6199 gals.).
 MK0120
 MK0120.The modeled gravity was interpolated from observed gravity values.
 MK0120
 MK0120;                    North         East    Units  Estimated Accuracy
 MK0120;SPC NE       -   239,440.      792,700.      MT  (+/- 180 meters Scaled)
 MK0120
 MK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098457(NAD 83)
 MK0120
 MK0120                          SUPERSEDED SURVEY CONTROL
 MK0120
 MK0120  NGVD 29 (??/??/92)  399.190  (m)         1309.68   (f) ADJ UNCH    2 0
 MK0120
 MK0120.Superseded values are not recommended for survey control.
 MK0120
 MK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0120.See file dsdata.pdf to determine how the superseded data were derived.
 MK0120
 MK0120_MARKER: DB = BENCH MARK DISK
 MK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0120_STAMPING: P 139 1935
 MK0120_MARK LOGO: CGS
 MK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0120+STABILITY: SURFACE MOTION
 MK0120
 MK0120  HISTORY     - Date     Condition        Report By
 MK0120  HISTORY     - 1935     MONUMENTED       CGS
 MK0120  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0120  HISTORY     - 20160613 MARK NOT FOUND   NEGS
 MK0120
 MK0120                          STATION DESCRIPTION
 MK0120
 MK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0120'AT LYONS.
 MK0120'AT LYONS, BURT COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 MK0120'RAILROAD STATION, 7.5 FEET SOUTH OF THE SOUTH WALL, AND 36 FEET
 MK0120'WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 MK0120'P 139 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 MK0120'POSSIBLY INTACT AREA COVERED BY STORED FREIGHT.
 MK0120
 MK0120                          STATION RECOVERY (1965)
 MK0120
 MK0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0120'MARK NOT FOUND.
 MK0120
 MK0120                          STATION RECOVERY (2016)
 MK0120
 MK0120'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 MK0120'MARK NOT FOUND
 MK0120'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0638 ***********************************************************************
 LG0638  DESIGNATION -  P 14
 LG0638  PID         -  LG0638
 LG0638  STATE/COUNTY-  NE/FILLMORE
 LG0638  COUNTRY     -  US
 LG0638  USGS QUAD   -  FAIRMONT (2017)
 LG0638
 LG0638                         *CURRENT SURVEY CONTROL
 LG0638  ______________________________________________________________________
 LG0638* NAD 83(1986) POSITION- 40 38 29.     (N) 097 31 16.     (W)   SCALED
 LG0638* NAVD 88 ORTHO HEIGHT -   491.354 (meters)     1612.05  (feet) ADJUSTED
 LG0638  ______________________________________________________________________
 LG0638  GEOID HEIGHT    -        -26.654 (meters)                     GEOID18
 LG0638  DYNAMIC HEIGHT  -        491.084 (meters)     1611.16  (feet) COMP
 LG0638  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 LG0638
 LG0638  VERT ORDER      -  FIRST     CLASS II
 LG0638
 LG0638.The horizontal coordinates were scaled from a map and have
 LG0638.an estimated accuracy of +/- 6 seconds.
 LG0638
 LG0638.The orthometric height was determined by differential leveling and
 LG0638.adjusted by the NATIONAL GEODETIC SURVEY
 LG0638.in June 1991.
 LG0638
 LG0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0638.GEOID18 height accuracy estimate available here.
 LG0638
 LG0638.Click photographs - Photos may exist for this station.
 LG0638
 LG0638.The dynamic height is computed by dividing the NAVD 88
 LG0638.geopotential number by the normal gravity value computed on the
 LG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0638.degrees latitude (g = 980.6199 gals.).
 LG0638
 LG0638.The modeled gravity was interpolated from observed gravity values.
 LG0638
 LG0638;                    North         East    Units  Estimated Accuracy
 LG0638;SPC NE       -    92,720.      709,610.      MT  (+/- 180 meters Scaled)
 LG0638
 LG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL250000(NAD 83)
 LG0638
 LG0638                          SUPERSEDED SURVEY CONTROL
 LG0638
 LG0638  NGVD 29 (??/??/92)  491.185  (m)         1611.50   (f) ADJ UNCH    1 2
 LG0638
 LG0638.Superseded values are not recommended for survey control.
 LG0638
 LG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0638.See file dsdata.pdf to determine how the superseded data were derived.
 LG0638
 LG0638_MARKER: DB = BENCH MARK DISK
 LG0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0638_SP_SET: ABUTMENT
 LG0638_STAMPING: P 14 1933 1611.417
 LG0638_MARK LOGO: CGS
 LG0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0638+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0638
 LG0638  HISTORY     - Date     Condition        Report By
 LG0638  HISTORY     - 1933     MONUMENTED       CGS
 LG0638  HISTORY     - 1940     GOOD             CGS
 LG0638  HISTORY     - 19911007 GOOD             NGS
 LG0638
 LG0638                          STATION DESCRIPTION
 LG0638
 LG0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0638'3.8 MI W FROM EXETER.
 LG0638'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0638'FROM THE STATION AT EXETER, FILLMORE COUNTY, 150 FEET WEST OF THE
 LG0638'CENTER OF A ROAD CROSSING, AT BRIDGE 109.59, IN THE TOP OF THE EAST
 LG0638'CONCRETE BRIDGE SEAT, 6 FEET NORTH OF THE TRACK, AND ABOUT 3 FEET
 LG0638'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 1611.417 P 14 1933.
 LG0638
 LG0638                          STATION RECOVERY (1991)
 LG0638
 LG0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0638'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0638'U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 LG0638'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE BURLINGTON
 LG0638'NORTHERN RAILROAD BRIDGE NUMBER 109.59 SPANNING INDIAN CREEK, 100.0 M
 LG0638'(328.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 45.7 M (149.9 FT) WEST OF
 LG0638'THE CENTER OF A GRAVELED ROAD, 2.1 M (6.9 FT) NORTH OF THE NEAR RAIL,
 LG0638'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0284 ***********************************************************************
 MK0284  DESIGNATION -  P 140
 MK0284  PID         -  MK0284
 MK0284  STATE/COUNTY-  NE/BURT
 MK0284  COUNTRY     -  US
 MK0284  USGS QUAD   -  BERTHA (2017)
 MK0284
 MK0284                         *CURRENT SURVEY CONTROL
 MK0284  ______________________________________________________________________
 MK0284* NAD 83(1986) POSITION- 41 57 20.     (N) 096 17 55.     (W)   SCALED
 MK0284* NAVD 88 ORTHO HEIGHT -   352.246 (meters)     1155.66  (feet) ADJUSTED
 MK0284  ______________________________________________________________________
 MK0284  GEOID HEIGHT    -        -26.466 (meters)                     GEOID18
 MK0284  DYNAMIC HEIGHT  -        352.119 (meters)     1155.24  (feet) COMP
 MK0284  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 MK0284
 MK0284  VERT ORDER      -  SECOND    CLASS 0
 MK0284
 MK0284.The horizontal coordinates were scaled from a map and have
 MK0284.an estimated accuracy of +/- 6 seconds.
 MK0284
 MK0284.The orthometric height was determined by differential leveling and
 MK0284.adjusted by the NATIONAL GEODETIC SURVEY
 MK0284.in June 1991.
 MK0284
 MK0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0284.GEOID18 height accuracy estimate available here.
 MK0284
 MK0284.Click photographs - Photos may exist for this station.
 MK0284
 MK0284.The dynamic height is computed by dividing the NAVD 88
 MK0284.geopotential number by the normal gravity value computed on the
 MK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0284.degrees latitude (g = 980.6199 gals.).
 MK0284
 MK0284.The modeled gravity was interpolated from observed gravity values.
 MK0284
 MK0284;                    North         East    Units  Estimated Accuracy
 MK0284;SPC NE       -   242,190.      806,690.      MT  (+/- 180 meters Scaled)
 MK0284
 MK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM238483(NAD 83)
 MK0284
 MK0284                          SUPERSEDED SURVEY CONTROL
 MK0284
 MK0284  NGVD 29 (??/??/92)  352.098  (m)         1155.17   (f) ADJ UNCH    2 0
 MK0284
 MK0284.Superseded values are not recommended for survey control.
 MK0284
 MK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0284.See file dsdata.pdf to determine how the superseded data were derived.
 MK0284
 MK0284_MARKER: DB = BENCH MARK DISK
 MK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0284_STAMPING: P 140 1935
 MK0284_MARK LOGO: CGS
 MK0284_PROJECTION: FLUSH
 MK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0284+STABILITY: SURFACE MOTION
 MK0284
 MK0284  HISTORY     - Date     Condition        Report By
 MK0284  HISTORY     - 1935     MONUMENTED       CGS
 MK0284  HISTORY     - 1947     GOOD             CGS
 MK0284
 MK0284                          STATION DESCRIPTION
 MK0284
 MK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0284'5.7 MI SW FROM DECATUR.
 MK0284'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0284'AT DECATUR, THENCE 4.4 MILES WEST AND SOUTHWEST ALONG STATE
 MK0284'HIGHWAY NO. 118, 414.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 MK0284'STEEL BRIDGE OVER A CREEK, 52.0 FEET WEST OF THE CENTER OF THE
 MK0284'HIGHWAY, 10.0 FEET SOUTHWEST OF A POINT WHICH IS DIRECTLY BELOW
 MK0284'THE WIRES AND IN LINE WITH THE POLES OF A POWER LINE, 4.5 FEET
 MK0284'NORTHEAST OF TELEPHONE POLE NO. 1, 1.0 FOOT EAST OF THE WEST
 MK0284'RIGHT OF WAY FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, SET IN
 MK0284'A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND ABOUT FLUSH
 MK0284'WITH THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1227 ***********************************************************************
 NM1227  DESIGNATION -  P 141
 NM1227  PID         -  NM1227
 NM1227  STATE/COUNTY-  NE/MADISON
 NM1227  COUNTRY     -  US
 NM1227  USGS QUAD   -  NORFOLK (2017)
 NM1227
 NM1227                         *CURRENT SURVEY CONTROL
 NM1227  ______________________________________________________________________
 NM1227* NAD 83(1986) POSITION- 42 00 54.6    (N) 097 24 34.5    (W)   HD_HELD2
 NM1227* NAVD 88 ORTHO HEIGHT -   464.903 (meters)     1525.27  (feet) ADJUSTED
 NM1227  ______________________________________________________________________
 NM1227  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 NM1227  DYNAMIC HEIGHT  -        464.720 (meters)     1524.67  (feet) COMP
 NM1227  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 NM1227
 NM1227  VERT ORDER      -  FIRST     CLASS II
 NM1227
 NM1227.The horizontal coordinates were established by autonomous hand held GPS
 NM1227.observations and have an estimated accuracy of +/- 10 meters.
 NM1227
 NM1227.The orthometric height was determined by differential leveling and
 NM1227.adjusted by the NATIONAL GEODETIC SURVEY
 NM1227.in June 1991.
 NM1227
 NM1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1227.GEOID18 height accuracy estimate available here.
 NM1227
 NM1227.Click photographs - Photos may exist for this station.
 NM1227
 NM1227.The dynamic height is computed by dividing the NAVD 88
 NM1227.geopotential number by the normal gravity value computed on the
 NM1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1227.degrees latitude (g = 980.6199 gals.).
 NM1227
 NM1227.The modeled gravity was interpolated from observed gravity values.
 NM1227
 NM1227;                    North         East    Units  Estimated Accuracy
 NM1227;SPC NE       -   245,455.      714,470.      MT  (+/- 10 meters HH2 GPS)
 NM1227
 NM1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3168552683(NAD 83)
 NM1227
 NM1227                          SUPERSEDED SURVEY CONTROL
 NM1227
 NM1227  NGVD 29 (??/??/92)  464.719  (m)         1524.67   (f) ADJ UNCH    1 2
 NM1227
 NM1227.Superseded values are not recommended for survey control.
 NM1227
 NM1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1227.See file dsdata.pdf to determine how the superseded data were derived.
 NM1227
 NM1227_MARKER: DB = BENCH MARK DISK
 NM1227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1227_SP_SET: BUILDING
 NM1227_STAMPING: P 141 1935
 NM1227_MARK LOGO: CGS
 NM1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1227+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 NM1227
 NM1227  HISTORY     - Date     Condition        Report By
 NM1227  HISTORY     - 1935     MONUMENTED       CGS
 NM1227  HISTORY     - 1947     GOOD             CGS
 NM1227  HISTORY     - 1972     GOOD             LOCSUR
 NM1227  HISTORY     - 20140808 GOOD             GEOCAC
 NM1227
 NM1227                          STATION DESCRIPTION
 NM1227
 NM1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1227'AT NORFOLK.
 NM1227'AT NORFOLK, MADISON COUNTY, AT THE S NORFOLK STATION OF THE
 NM1227'CHICAGO AND NORTH WESTERN RAILWAY, 16.5 FT E OF THE CENTER OF
 NM1227'A DOOR WHICH OPENS DOWN INTO THE BASEMENT, IN THE S WALL OF THE
 NM1227'STATION, 1.5 FT W OF THE W EDGE OF THE WAITING ROOM DOOR, AND
 NM1227'5 FT ABOVE THE BRICK WALL.  A STANDARD DISK STAMPED P 141 1935 AND
 NM1227'SET VERTICALLY.
 NM1227
 NM1227                          STATION RECOVERY (1947)
 NM1227
 NM1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM1227'RECOVERED IN GOOD CONDITION.
 NM1227
 NM1227                          STATION RECOVERY (1972)
 NM1227
 NM1227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1227'RECOVERED IN GOOD CONDITION.
 NM1227
 NM1227                          STATION RECOVERY (2014)
 NM1227
 NM1227'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 NM1227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0250 ***********************************************************************
 LJ0250  DESIGNATION -  P 158
 LJ0250  PID         -  LJ0250
 LJ0250  STATE/COUNTY-  NE/CHASE
 LJ0250  COUNTRY     -  US
 LJ0250  USGS QUAD   -  ENDERS (2017)
 LJ0250
 LJ0250                         *CURRENT SURVEY CONTROL
 LJ0250  ______________________________________________________________________
 LJ0250* NAD 83(1986) POSITION- 40 29 55.     (N) 101 36 28.     (W)   SCALED
 LJ0250* NAVD 88 ORTHO HEIGHT -   993.898 (meters)     3260.81  (feet) ADJUSTED
 LJ0250  ______________________________________________________________________
 LJ0250  GEOID HEIGHT    -        -22.234 (meters)                     GEOID18
 LJ0250  DYNAMIC HEIGHT  -        993.219 (meters)     3258.59  (feet) COMP
 LJ0250  MODELED GRAVITY -    979,907.8   (mgal)                       NAVD 88
 LJ0250
 LJ0250  VERT ORDER      -  SECOND    CLASS 0
 LJ0250
 LJ0250.The horizontal coordinates were scaled from a map and have
 LJ0250.an estimated accuracy of +/- 6 seconds.
 LJ0250
 LJ0250.The orthometric height was determined by differential leveling and
 LJ0250.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0250.in June 1991.
 LJ0250
 LJ0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0250.GEOID18 height accuracy estimate available here.
 LJ0250
 LJ0250.Click photographs - Photos may exist for this station.
 LJ0250
 LJ0250.The dynamic height is computed by dividing the NAVD 88
 LJ0250.geopotential number by the normal gravity value computed on the
 LJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0250.degrees latitude (g = 980.6199 gals.).
 LJ0250
 LJ0250.The modeled gravity was interpolated from observed gravity values.
 LJ0250
 LJ0250;                    North         East    Units  Estimated Accuracy
 LJ0250;SPC NE       -    75,130.      363,740.      MT  (+/- 180 meters Scaled)
 LJ0250
 LJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK790863(NAD 83)
 LJ0250
 LJ0250                          SUPERSEDED SURVEY CONTROL
 LJ0250
 LJ0250  NGVD 29 (??/??/92)  993.503  (m)         3259.52   (f) ADJ UNCH    2 0
 LJ0250
 LJ0250.Superseded values are not recommended for survey control.
 LJ0250
 LJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0250.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0250
 LJ0250_MARKER: DB = BENCH MARK DISK
 LJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0250_STAMPING: P 158 1934
 LJ0250_MARK LOGO: CGS
 LJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0250+STABILITY: SURFACE MOTION
 LJ0250
 LJ0250  HISTORY     - Date     Condition        Report By
 LJ0250  HISTORY     - 1934     MONUMENTED       CGS
 LJ0250
 LJ0250                          STATION DESCRIPTION
 LJ0250
 LJ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0250'2 MI E FROM IMPERIAL.
 LJ0250'2.0 MILES EAST OF RAILROAD STATION AT IMPERIAL, ON CHICAGO,
 LJ0250'BURLINGTON AND QUINCY RAILROAD AT MILE POST 47.  BETWEEN TRACK
 LJ0250'AND U.S. HIGHWAY 6.  NORTHEAST OF A HOUSE 1/2 MILE.  39
 LJ0250'FEET NORTH OF CENTER LINE OF TRACKS, AND 30 FEET SOUTH OF
 LJ0250'CENTER LINE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0104 ***********************************************************************
 LJ0104  DESIGNATION -  P 159
 LJ0104  PID         -  LJ0104
 LJ0104  STATE/COUNTY-  NE/HITCHCOCK
 LJ0104  COUNTRY     -  US
 LJ0104  USGS QUAD   -  BEVERLY (2017)
 LJ0104
 LJ0104                         *CURRENT SURVEY CONTROL
 LJ0104  ______________________________________________________________________
 LJ0104* NAD 83(1986) POSITION- 40 19 16.     (N) 100 53 29.     (W)   SCALED
 LJ0104* NAVD 88 ORTHO HEIGHT -   856.167 (meters)     2808.94  (feet) ADJUSTED
 LJ0104  ______________________________________________________________________
 LJ0104  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 LJ0104  DYNAMIC HEIGHT  -        855.604 (meters)     2807.09  (feet) COMP
 LJ0104  MODELED GRAVITY -    979,939.2   (mgal)                       NAVD 88
 LJ0104
 LJ0104  VERT ORDER      -  SECOND    CLASS 0
 LJ0104
 LJ0104.The horizontal coordinates were scaled from a map and have
 LJ0104.an estimated accuracy of +/- 6 seconds.
 LJ0104
 LJ0104.The orthometric height was determined by differential leveling and
 LJ0104.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0104.in June 1991.
 LJ0104
 LJ0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0104.GEOID18 height accuracy estimate available here.
 LJ0104
 LJ0104.Click photographs - Photos may exist for this station.
 LJ0104
 LJ0104.The dynamic height is computed by dividing the NAVD 88
 LJ0104.geopotential number by the normal gravity value computed on the
 LJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0104.degrees latitude (g = 980.6199 gals.).
 LJ0104
 LJ0104.The modeled gravity was interpolated from observed gravity values.
 LJ0104
 LJ0104;                    North         East    Units  Estimated Accuracy
 LJ0104;SPC NE       -    54,550.      424,250.      MT  (+/- 180 meters Scaled)
 LJ0104
 LJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK393651(NAD 83)
 LJ0104
 LJ0104                          SUPERSEDED SURVEY CONTROL
 LJ0104
 LJ0104  NGVD 29 (??/??/92)  855.841  (m)         2807.87   (f) ADJ UNCH    2 0
 LJ0104
 LJ0104.Superseded values are not recommended for survey control.
 LJ0104
 LJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0104.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0104
 LJ0104_MARKER: DB = BENCH MARK DISK
 LJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0104_STAMPING: P 159 1934
 LJ0104_MARK LOGO: CGS
 LJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0104+STABILITY: SURFACE MOTION
 LJ0104
 LJ0104  HISTORY     - Date     Condition        Report By
 LJ0104  HISTORY     - 1934     MONUMENTED       CGS
 LJ0104  HISTORY     - 1942     GOOD             USGS
 LJ0104
 LJ0104                          STATION DESCRIPTION
 LJ0104
 LJ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0104'10.8 MI N FROM CULBERTSON.
 LJ0104'10.8 MILES NORTH OF BURLINGTON STATION AT CULBERTSON, ON HIGHWAY
 LJ0104'17 AT A WEST AND SOUTH CURB.  ON OUTSIDE OF CURVE AND 50 FEET
 LJ0104'NORTH EAST OF CENTER LIN OF HIGHWAY 17.
 LJ0104
 LJ0104                          STATION RECOVERY (1942)
 LJ0104
 LJ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LJ0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0657 ***********************************************************************
 ML0657  DESIGNATION -  P 16 RESET
 ML0657  PID         -  ML0657
 ML0657  STATE/COUNTY-  NE/CUSTER
 ML0657  COUNTRY     -  US
 ML0657  USGS QUAD   -  MASON CITY NW (2017)
 ML0657
 ML0657                         *CURRENT SURVEY CONTROL
 ML0657  ______________________________________________________________________
 ML0657* NAD 83(1986) POSITION- 41 12 31.     (N) 099 22 37.     (W)   SCALED
 ML0657* NAVD 88 ORTHO HEIGHT -   733.07  (meters)     2405.1   (feet) RESET
 ML0657  ______________________________________________________________________
 ML0657  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 ML0657  VERT ORDER      -  THIRD
 ML0657
 ML0657.The horizontal coordinates were scaled from a map and have
 ML0657.an estimated accuracy of +/- 6 seconds.
 ML0657
 ML0657.The orthometric height was computed from unverified reset data.
 ML0657
 ML0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0657.GEOID18 height accuracy estimate available here.
 ML0657
 ML0657.Click photographs - Photos may exist for this station.
 ML0657
 ML0657;                    North         East    Units  Estimated Accuracy
 ML0657;SPC NE       -   152,880.      552,240.      MT  (+/- 180 meters Scaled)
 ML0657
 ML0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML683619(NAD 83)
 ML0657
 ML0657                          SUPERSEDED SURVEY CONTROL
 ML0657
 ML0657.No superseded survey control is available for this station.
 ML0657
 ML0657_MARKER: DB = BENCH MARK DISK
 ML0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0657_STAMPING: P 16 RESET 1968
 ML0657_MARK LOGO: CGS
 ML0657_PROJECTION: PROJECTING 18 CENTIMETERS
 ML0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0657+STABILITY: SURFACE MOTION
 ML0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0657+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 ML0657
 ML0657  HISTORY     - Date     Condition        Report By
 ML0657  HISTORY     - 1968     MONUMENTED       CGS
 ML0657  HISTORY     - 20190404 GOOD             NEGS
 ML0657
 ML0657                          STATION DESCRIPTION
 ML0657
 ML0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0657'4.8 MI S FROM ANSLEY.
 ML0657'ABOUT 4.75 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE
 ML0657'JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 2 AT THE SOUTHEAST
 ML0657'SIDE OF ANSLEY, 104 PACES SOUTH OF A DRIVEWAY LEADING TO A
 ML0657'FARM HOUSE, ABOUT 250 FEET WEST-SOUTHWEST OF THE FARM HOUSE,
 ML0657'95 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183, 30.5 FEET NORTH
 ML0657'OF A POWERLINE POLE, 1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A
 ML0657'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 ML0657'POST WHICH PROJECTS 3 INCHES.
 ML0657
 ML0657                          STATION RECOVERY (2019)
 ML0657
 ML0657'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0657'TO REACH FROM THE SOUTH INTERSECTION OF NEBRASKA HIGHWAY 2 AND U.S.
 ML0657'HIGHWAY 183 SOUTH OF ANSLEY, NE, GO SOUTH ON U.S. 183 FOR 4.65 MI
 ML0657'(7.48 KM) TO U.S. 183 MILEPOST 83.82 AND THE MARK ON THE LEFT (EAST).
 ML0657'
 ML0657'THE MARK IS LOCATED 94 FT (28.7 M) EAST OF THE CENTERLINE OF U.S.
 ML0657'HIGHWAY 183, 1.2 FT (0.4 M) SOUTH OF A FIBERGLASS WITNESS POST, 27.35
 ML0657'FT (8.3 M) WEST-SOUTHWEST OF A NAIL IN THE TOP OF A FENCE POST, 53.15
 ML0657'FT (16.2 M) NORTHWEST OF A NAIL IN THE TOP OF A BRACE POST OF AN
 ML0657'EAST-WEST FENCE LINE, 54.2 FT (16.5 M) NORTH OF THE TOP CENTER OF A
 ML0657'TELEPHONE PEDESTAL AND 1.0 FT (0.3 M) NORTH FROM THE BOTTOM OF A STEEL
 ML0657'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0265 ***********************************************************************
 LJ0265  DESIGNATION -  P 160
 LJ0265  PID         -  LJ0265
 LJ0265  STATE/COUNTY-  NE/PERKINS
 LJ0265  COUNTRY     -  US
 LJ0265  USGS QUAD   -  IMPERIAL NW (2017)
 LJ0265
 LJ0265                         *CURRENT SURVEY CONTROL
 LJ0265  ______________________________________________________________________
 LJ0265* NAD 83(1986) POSITION- 40 42 52.4    (N) 101 37 45.5    (W)   HD_HELD2
 LJ0265* NAVD 88 ORTHO HEIGHT -  1012.977 (meters)     3323.41  (feet) ADJUSTED
 LJ0265  ______________________________________________________________________
 LJ0265  GEOID HEIGHT    -        -21.804 (meters)                     GEOID18
 LJ0265  DYNAMIC HEIGHT  -       1012.305 (meters)     3321.20  (feet) COMP
 LJ0265  MODELED GRAVITY -    979,927.0   (mgal)                       NAVD 88
 LJ0265
 LJ0265  VERT ORDER      -  SECOND    CLASS 0
 LJ0265
 LJ0265.The horizontal coordinates were established by autonomous hand held GPS
 LJ0265.observations and have an estimated accuracy of +/- 10 meters.
 LJ0265
 LJ0265.The orthometric height was determined by differential leveling and
 LJ0265.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0265.in June 1991.
 LJ0265
 LJ0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0265.GEOID18 height accuracy estimate available here.
 LJ0265
 LJ0265.Click photographs - Photos may exist for this station.
 LJ0265
 LJ0265.The dynamic height is computed by dividing the NAVD 88
 LJ0265.geopotential number by the normal gravity value computed on the
 LJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0265.degrees latitude (g = 980.6199 gals.).
 LJ0265
 LJ0265.The modeled gravity was interpolated from observed gravity values.
 LJ0265
 LJ0265;                    North         East    Units  Estimated Accuracy
 LJ0265;SPC NE       -    99,138.      362,371.      MT  (+/- 10 meters HH2 GPS)
 LJ0265
 LJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7790810396(NAD 83)
 LJ0265
 LJ0265                          SUPERSEDED SURVEY CONTROL
 LJ0265
 LJ0265  NGVD 29 (??/??/92) 1012.572  (m)         3322.08   (f) ADJ UNCH    2 0
 LJ0265
 LJ0265.Superseded values are not recommended for survey control.
 LJ0265
 LJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0265.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0265
 LJ0265_MARKER: DB = BENCH MARK DISK
 LJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0265_STAMPING: P 160 1934
 LJ0265_MARK LOGO: CGS
 LJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0265+STABILITY: SURFACE MOTION
 LJ0265
 LJ0265  HISTORY     - Date     Condition        Report By
 LJ0265  HISTORY     - 1934     MONUMENTED       CGS
 LJ0265  HISTORY     - 1941     GOOD             CGS
 LJ0265
 LJ0265                          STATION DESCRIPTION
 LJ0265
 LJ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0265'13.9 MI S FROM GRANT.
 LJ0265'13.9 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0265'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, AT THE
 LJ0265'WEST END OF A WEST TO SOUTH CURVE, 45 FEET NORTH OF THE
 LJ0265'CENTERLINE OF THE HIGHWAY, AND IN THE NORTH PROPERTY LINE.
 LJ0265'A STANDARD DISK, STAMPED P 160 1934 AND SET IN THE TOP OF A
 LJ0265'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0283 ***********************************************************************
 LJ0283  DESIGNATION -  P 161
 LJ0283  PID         -  LJ0283
 LJ0283  STATE/COUNTY-  NE/PERKINS
 LJ0283  COUNTRY     -  US
 LJ0283  USGS QUAD   -  MADRID (2017)
 LJ0283
 LJ0283                         *CURRENT SURVEY CONTROL
 LJ0283  ______________________________________________________________________
 LJ0283* NAD 83(1986) POSITION- 40 51 08.     (N) 101 35 27.     (W)   SCALED
 LJ0283* NAVD 88 ORTHO HEIGHT -  1010.483 (meters)     3315.23  (feet) ADJUSTED
 LJ0283  ______________________________________________________________________
 LJ0283  GEOID HEIGHT    -        -21.657 (meters)                     GEOID18
 LJ0283  DYNAMIC HEIGHT  -       1009.819 (meters)     3313.05  (feet) COMP
 LJ0283  MODELED GRAVITY -    979,932.8   (mgal)                       NAVD 88
 LJ0283
 LJ0283  VERT ORDER      -  SECOND    CLASS 0
 LJ0283
 LJ0283.The horizontal coordinates were scaled from a map and have
 LJ0283.an estimated accuracy of +/- 6 seconds.
 LJ0283
 LJ0283.The orthometric height was determined by differential leveling and
 LJ0283.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0283.in June 1991.
 LJ0283
 LJ0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0283.GEOID18 height accuracy estimate available here.
 LJ0283
 LJ0283.Click photographs - Photos may exist for this station.
 LJ0283
 LJ0283.The dynamic height is computed by dividing the NAVD 88
 LJ0283.geopotential number by the normal gravity value computed on the
 LJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0283.degrees latitude (g = 980.6199 gals.).
 LJ0283
 LJ0283.The modeled gravity was interpolated from observed gravity values.
 LJ0283
 LJ0283;                    North         East    Units  Estimated Accuracy
 LJ0283;SPC NE       -   114,360.      365,900.      MT  (+/- 180 meters Scaled)
 LJ0283
 LJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL816255(NAD 83)
 LJ0283
 LJ0283                          SUPERSEDED SURVEY CONTROL
 LJ0283
 LJ0283  NGVD 29 (??/??/92) 1010.072  (m)         3313.88   (f) ADJ UNCH    2 0
 LJ0283
 LJ0283.Superseded values are not recommended for survey control.
 LJ0283
 LJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0283.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0283
 LJ0283_MARKER: DB = BENCH MARK DISK
 LJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0283_STAMPING: P 161 1934
 LJ0283_MARK LOGO: CGS
 LJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0283+STABILITY: SURFACE MOTION
 LJ0283
 LJ0283  HISTORY     - Date     Condition        Report By
 LJ0283  HISTORY     - 1934     MONUMENTED       CGS
 LJ0283  HISTORY     - 1941     GOOD             CGS
 LJ0283  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0283
 LJ0283                          STATION DESCRIPTION
 LJ0283
 LJ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0283'2.5 MI W FROM MADRID.
 LJ0283'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0283'FROM THE STATION AT MADRID, PERKINS COUNTY, AT A ROAD CROSSING,
 LJ0283'NEARLY COVERED WITH SAND, 45 FEET NORTH OF THE CENTERLINE OF
 LJ0283'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 LJ0283'EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE PROPERTY LINE.
 LJ0283'A STANDARD DISK, STAMPED P 161 1934 AND SET IN THE TOP OF A
 LJ0283'CONCRETE POST.
 LJ0283
 LJ0283                          STATION RECOVERY (1973)
 LJ0283
 LJ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0294 ***********************************************************************
 LH0294  DESIGNATION -  P 163
 LH0294  PID         -  LH0294
 LH0294  STATE/COUNTY-  NE/NUCKOLLS
 LH0294  COUNTRY     -  US
 LH0294  USGS QUAD   -  SUPERIOR (2017)
 LH0294
 LH0294                         *CURRENT SURVEY CONTROL
 LH0294  ______________________________________________________________________
 LH0294* NAD 83(1986) POSITION- 40 06 22.     (N) 098 00 36.     (W)   SCALED
 LH0294* NAVD 88 ORTHO HEIGHT -   542.382 (meters)     1779.46  (feet) ADJUSTED
 LH0294  ______________________________________________________________________
 LH0294  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 LH0294  DYNAMIC HEIGHT  -        542.066 (meters)     1778.43  (feet) COMP
 LH0294  MODELED GRAVITY -    980,024.4   (mgal)                       NAVD 88
 LH0294
 LH0294  VERT ORDER      -  SECOND    CLASS 0
 LH0294
 LH0294.The horizontal coordinates were scaled from a map and have
 LH0294.an estimated accuracy of +/- 6 seconds.
 LH0294
 LH0294.The orthometric height was determined by differential leveling and
 LH0294.adjusted by the NATIONAL GEODETIC SURVEY
 LH0294.in June 1991.
 LH0294
 LH0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0294.GEOID18 height accuracy estimate available here.
 LH0294
 LH0294.Click photographs - Photos may exist for this station.
 LH0294
 LH0294.The dynamic height is computed by dividing the NAVD 88
 LH0294.geopotential number by the normal gravity value computed on the
 LH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0294.degrees latitude (g = 980.6199 gals.).
 LH0294
 LH0294.The modeled gravity was interpolated from observed gravity values.
 LH0294
 LH0294;                    North         East    Units  Estimated Accuracy
 LH0294;SPC NE       -    32,240.      669,650.      MT  (+/- 180 meters Scaled)
 LH0294
 LH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK843400(NAD 83)
 LH0294
 LH0294                          SUPERSEDED SURVEY CONTROL
 LH0294
 LH0294  NGVD 29 (??/??/92)  542.202  (m)         1778.87   (f) ADJ UNCH    2 0
 LH0294
 LH0294.Superseded values are not recommended for survey control.
 LH0294
 LH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0294.See file dsdata.pdf to determine how the superseded data were derived.
 LH0294
 LH0294_MARKER: DB = BENCH MARK DISK
 LH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0294_STAMPING: P 163 1934
 LH0294_MARK LOGO: CGS
 LH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0294+STABILITY: SURFACE MOTION
 LH0294
 LH0294  HISTORY     - Date     Condition        Report By
 LH0294  HISTORY     - 1934     MONUMENTED       CGS
 LH0294  HISTORY     - 1973     GOOD             USGS
 LH0294
 LH0294                          STATION DESCRIPTION
 LH0294
 LH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0294'AT CADAMS.
 LH0294'AT CADAMS, NUCKOLLS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LH0294'RAILWAY, AT THE FIRST CROSSING NORTH OF THE STATION, AT A
 LH0294'FARMHOUSE AND A ROAD CROSSING, 39 FEET NORTHWEST OF THE CENTER
 LH0294'LINE OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 LH0294'STAMPED P 163 1934 AND SET IN THE TOP OF A CONCRETE POST.  ALSO,
 LH0294'40 FEET WEST OF RAILROAD CROSSING OF N-S ROAD, AND 30 FEET SOUTH
 LH0294'OF CENTER LINE OF DRIVE WEST.
 LH0294
 LH0294                          STATION RECOVERY (1973)
 LH0294
 LH0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0678 ***********************************************************************
 LH0678  DESIGNATION -  P 164
 LH0678  PID         -  LH0678
 LH0678  STATE/COUNTY-  NE/PHELPS
 LH0678  COUNTRY     -  US
 LH0678  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0678
 LH0678                         *CURRENT SURVEY CONTROL
 LH0678  ______________________________________________________________________
 LH0678* NAD 83(1986) POSITION- 40 26 58.     (N) 099 18 36.     (W)   SCALED
 LH0678* NAVD 88 ORTHO HEIGHT -   700.721 (meters)     2298.95  (feet) ADJUSTED
 LH0678  ______________________________________________________________________
 LH0678  GEOID HEIGHT    -        -24.921 (meters)                     GEOID18
 LH0678  DYNAMIC HEIGHT  -        700.289 (meters)     2297.53  (feet) COMP
 LH0678  MODELED GRAVITY -    979,985.8   (mgal)                       NAVD 88
 LH0678
 LH0678  VERT ORDER      -  SECOND    CLASS 0
 LH0678
 LH0678.The horizontal coordinates were scaled from a map and have
 LH0678.an estimated accuracy of +/- 6 seconds.
 LH0678
 LH0678.The orthometric height was determined by differential leveling and
 LH0678.adjusted by the NATIONAL GEODETIC SURVEY
 LH0678.in June 1991.
 LH0678
 LH0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0678.GEOID18 height accuracy estimate available here.
 LH0678
 LH0678.Click photographs - Photos may exist for this station.
 LH0678
 LH0678.The dynamic height is computed by dividing the NAVD 88
 LH0678.geopotential number by the normal gravity value computed on the
 LH0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0678.degrees latitude (g = 980.6199 gals.).
 LH0678
 LH0678.The modeled gravity was interpolated from observed gravity values.
 LH0678
 LH0678;                    North         East    Units  Estimated Accuracy
 LH0678;SPC NE       -    68,640.      558,520.      MT  (+/- 180 meters Scaled)
 LH0678
 LH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK737776(NAD 83)
 LH0678
 LH0678                          SUPERSEDED SURVEY CONTROL
 LH0678
 LH0678  NGVD 29 (??/??/92)  700.445  (m)         2298.04   (f) ADJ UNCH    2 0
 LH0678
 LH0678.Superseded values are not recommended for survey control.
 LH0678
 LH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0678.See file dsdata.pdf to determine how the superseded data were derived.
 LH0678
 LH0678_MARKER: DB = BENCH MARK DISK
 LH0678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0678_SP_SET: CULVERT HEADWALL
 LH0678_STAMPING: P 164 1934
 LH0678_MARK LOGO: CGS
 LH0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0678+STABILITY: SURFACE MOTION
 LH0678
 LH0678  HISTORY     - Date     Condition        Report By
 LH0678  HISTORY     - 1934     MONUMENTED       CGS
 LH0678  HISTORY     - 1941     GOOD             CGS
 LH0678
 LH0678                          STATION DESCRIPTION
 LH0678
 LH0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0678'3.4 MI E FROM HOLDREGE.
 LH0678'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0678'FROM THE POST OFFICE AT HOLDREGE, PHELPS COUNTY, 69 FEET NORTH
 LH0678'OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT UNDER
 LH0678'U.S. HIGHWAY 6, IN THE TOP OF THE SOUTH HEADWALL, AND 21 FEET
 LH0678'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LH0678'P 164 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0680 ***********************************************************************
 LH0680  DESIGNATION -  P 164 RESET
 LH0680  PID         -  LH0680
 LH0680  STATE/COUNTY-  NE/PHELPS
 LH0680  COUNTRY     -  US
 LH0680  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0680
 LH0680                         *CURRENT SURVEY CONTROL
 LH0680  ______________________________________________________________________
 LH0680* NAD 83(1986) POSITION- 40 26 58.     (N) 099 18 36.     (W)   SCALED
 LH0680* NAVD 88 ORTHO HEIGHT -   699.80  (+/-2cm)     2295.9   (feet) VERTCON
 LH0680  ______________________________________________________________________
 LH0680  GEOID HEIGHT    -        -24.921 (meters)                     GEOID18
 LH0680  VERT ORDER      -  THIRD (See Below)
 LH0680
 LH0680.The horizontal coordinates were scaled from a map and have
 LH0680.an estimated accuracy of +/- 6 seconds.
 LH0680
 LH0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0680
 LH0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0680.GEOID18 height accuracy estimate available here.
 LH0680
 LH0680.The vertical order pertains to the NGVD 29 superseded value.
 LH0680
 LH0680.Click photographs - Photos may exist for this station.
 LH0680
 LH0680;                    North         East    Units  Estimated Accuracy
 LH0680;SPC NE       -    68,640.      558,520.      MT  (+/- 180 meters Scaled)
 LH0680
 LH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK737776(NAD 83)
 LH0680
 LH0680                          SUPERSEDED SURVEY CONTROL
 LH0680
 LH0680  NGVD 29 (01/31/13)  699.53   (m)         2295.0    (f) RESET       3  
 LH0680
 LH0680.Superseded values are not recommended for survey control.
 LH0680
 LH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0680.See file dsdata.pdf to determine how the superseded data were derived.
 LH0680
 LH0680_MARKER: DV = VERTICAL CONTROL DISK
 LH0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0680_STAMPING: P 164 RESET 1974
 LH0680_MARK LOGO: NGS
 LH0680_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0680+STABILITY: SURFACE MOTION
 LH0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0680+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2019
 LH0680
 LH0680  HISTORY     - Date     Condition        Report By
 LH0680  HISTORY     - 1974     MONUMENTED       NEDR
 LH0680  HISTORY     - 20190416 GOOD             NEGS
 LH0680
 LH0680                          STATION DESCRIPTION
 LH0680
 LH0680'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 LH0680'3.4 MI E FROM HOLDREGE.
 LH0680'ABOUT 3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0680'RAILROAD FROM THE POST OFFICE AT HOLDREGE, 74 FEET NORTH OF
 LH0680'THE CENTERLINE OF U.S. HIGHWAY 6, 2 FEET SOUTH OF A FENCE,
 LH0680'1.5 FEET WEST OF THE CENTERLINE OF A METAL CUVLERT, SET IN THE
 LH0680'TOP OF A CONCRETE POST ABOUT 6 INCHES ABOVE GROUND.
 LH0680
 LH0680                          STATION RECOVERY (2019)
 LH0680
 LH0680'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LH0680'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND EAST AVENUE IN
 LH0680'HOLDREGE, GO EAST ON U.S. HIGHWAY 6 APPROXIMATELY 3.4 MI (5.5 KM) TO
 LH0680'POINT ON THE LEFT (NORTH).
 LH0680'
 LH0680'THE MARK IS LOCATED 2.0 FT (0.6 M) SOUTH-SOUTHWEST OF A ROW FENCE,
 LH0680'76.7 FT (23.4 M) NORTHWEST OF A GRADER BLADE, 73.5 FT (22.4 M)
 LH0680'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 6, 31.5
 LH0680'NORTH-NORTHEAST OF THE TOP CENTER OF THE NORTH END OF A CORRUGATED
 LH0680'METAL PIPE WITH FLARED END SECTIONS UNDER THE HIGHWAY AND 16.26 FT
 LH0680'(5.0 M) EAST-SOUTHEAST OF THE TOP CENTER OF A FIBER OPTIC WARNING
 LH0680'POST.  THERE IS A SECTION OF 5/8 INCH REBAR ALONG THE NORTH EDGE OF
 LH0680'THE MONUMENT.  THE MARK IS SURROUNDED BY TREES AND NOT SUITABLE FOR
 LH0680'GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0020 ***********************************************************************
 LJ0020  DESIGNATION -  P 165
 LJ0020  PID         -  LJ0020
 LJ0020  STATE/COUNTY-  NE/LINCOLN
 LJ0020  COUNTRY     -  US
 LJ0020  USGS QUAD   -  STOCKVILLE NE (2017)
 LJ0020
 LJ0020                         *CURRENT SURVEY CONTROL
 LJ0020  ______________________________________________________________________
 LJ0020* NAD 83(1986) POSITION- 40 43 21.01   (N) 100 18 52.68   (W)   HD_HELD1
 LJ0020* NAVD 88 ORTHO HEIGHT -   816.468 (meters)     2678.70  (feet) ADJUSTED
 LJ0020  ______________________________________________________________________
 LJ0020  GEOID HEIGHT    -        -23.290 (meters)                     GEOID18
 LJ0020  DYNAMIC HEIGHT  -        815.960 (meters)     2677.03  (feet) COMP
 LJ0020  MODELED GRAVITY -    979,975.5   (mgal)                       NAVD 88
 LJ0020
 LJ0020  VERT ORDER      -  SECOND    CLASS 0
 LJ0020
 LJ0020.The horizontal coordinates were determined by differentially corrected
 LJ0020.hand held GPS observations or other comparable positioning techniques
 LJ0020.and have an estimated accuracy of +/- 3 meters.
 LJ0020
 LJ0020.The orthometric height was determined by differential leveling and
 LJ0020.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0020.in June 1991.
 LJ0020
 LJ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0020.GEOID18 height accuracy estimate available here.
 LJ0020
 LJ0020.Click photographs - Photos may exist for this station.
 LJ0020
 LJ0020.The dynamic height is computed by dividing the NAVD 88
 LJ0020.geopotential number by the normal gravity value computed on the
 LJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0020.degrees latitude (g = 980.6199 gals.).
 LJ0020
 LJ0020.The modeled gravity was interpolated from observed gravity values.
 LJ0020
 LJ0020;                    North         East    Units  Estimated Accuracy
 LJ0020;SPC NE       -    98,771.4     473,424.2     MT  (+/- 3 meters HH1 GPS) 
 LJ0020
 LJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8897308784(NAD 83)
 LJ0020
 LJ0020                          SUPERSEDED SURVEY CONTROL
 LJ0020
 LJ0020  NGVD 29 (??/??/92)  816.135  (m)         2677.60   (f) ADJ UNCH    2 0
 LJ0020
 LJ0020.Superseded values are not recommended for survey control.
 LJ0020
 LJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0020.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0020
 LJ0020_MARKER: DB = BENCH MARK DISK
 LJ0020_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LJ0020+WITH SETTING: PAVEMENT
 LJ0020_SP_SET: WATER TOWER FOOTING
 LJ0020_STAMPING: P 165 1934
 LJ0020_MARK LOGO: CGS
 LJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0020+STABILITY: SURFACE MOTION
 LJ0020
 LJ0020  HISTORY     - Date     Condition        Report By
 LJ0020  HISTORY     - 1934     MONUMENTED       CGS
 LJ0020  HISTORY     - 1941     GOOD             CGS
 LJ0020
 LJ0020                          STATION DESCRIPTION
 LJ0020
 LJ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0020'AT INGHAM.
 LJ0020'AT INGHAM, LINCOLN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0020'RAILROAD, 40 FEET SOUTH OF THE STATION, AT THE WATER TOWER, IN
 LJ0020'THE CONCRETE FOOTING FOR THE WEST ONE OF THE TWO NORTH SUPPORTS,
 LJ0020'AND 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LJ0020'DISK, STAMPED P 165 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0742 ***********************************************************************
 LH0742  DESIGNATION -  P 166
 LH0742  PID         -  LH0742
 LH0742  STATE/COUNTY-  NE/FURNAS
 LH0742  COUNTRY     -  US
 LH0742  USGS QUAD   -  OXFORD (2017)
 LH0742
 LH0742                         *CURRENT SURVEY CONTROL
 LH0742  ______________________________________________________________________
 LH0742* NAD 83(1986) POSITION- 40 15 44.     (N) 099 41 23.     (W)   SCALED
 LH0742* NAVD 88 ORTHO HEIGHT -   638.241 (meters)     2093.96  (feet) ADJUSTED
 LH0742  ______________________________________________________________________
 LH0742  GEOID HEIGHT    -        -24.773 (meters)                     GEOID18
 LH0742  DYNAMIC HEIGHT  -        637.844 (meters)     2092.66  (feet) COMP
 LH0742  MODELED GRAVITY -    979,982.7   (mgal)                       NAVD 88
 LH0742
 LH0742  VERT ORDER      -  SECOND    CLASS 0
 LH0742
 LH0742.The horizontal coordinates were scaled from a map and have
 LH0742.an estimated accuracy of +/- 6 seconds.
 LH0742
 LH0742.The orthometric height was determined by differential leveling and
 LH0742.adjusted by the NATIONAL GEODETIC SURVEY
 LH0742.in June 1991.
 LH0742
 LH0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0742.GEOID18 height accuracy estimate available here.
 LH0742
 LH0742.Click photographs - Photos may exist for this station.
 LH0742
 LH0742.The dynamic height is computed by dividing the NAVD 88
 LH0742.geopotential number by the normal gravity value computed on the
 LH0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0742.degrees latitude (g = 980.6199 gals.).
 LH0742
 LH0742.The modeled gravity was interpolated from observed gravity values.
 LH0742
 LH0742;                    North         East    Units  Estimated Accuracy
 LH0742;SPC NE       -    47,670.      526,390.      MT  (+/- 180 meters Scaled)
 LH0742
 LH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK413570(NAD 83)
 LH0742
 LH0742                          SUPERSEDED SURVEY CONTROL
 LH0742
 LH0742  NGVD 29 (??/??/92)  637.971  (m)         2093.08   (f) ADJ UNCH    2 0
 LH0742
 LH0742.Superseded values are not recommended for survey control.
 LH0742
 LH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0742.See file dsdata.pdf to determine how the superseded data were derived.
 LH0742
 LH0742_MARKER: DB = BENCH MARK DISK
 LH0742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0742_SP_SET: CULVERT HEADWALL
 LH0742_STAMPING: P 166 1934
 LH0742_MARK LOGO: CGS
 LH0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0742+STABILITY: SURFACE MOTION
 LH0742
 LH0742  HISTORY     - Date     Condition        Report By
 LH0742  HISTORY     - 1934     MONUMENTED       CGS
 LH0742  HISTORY     - 1946     GOOD             USGS
 LH0742
 LH0742                          STATION DESCRIPTION
 LH0742
 LH0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0742'2.5 MI W FROM OXFORD.
 LH0742'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0742'RAILROAD FROM THE STATE HIGHWAY 3 UNDERPASS AT OXFORD, FURNAS
 LH0742'COUNTY, NEAR MILEPOST 237, 63 FEET SOUTH OF THE CENTER LINE
 LH0742'OF THE TRACK, AT A CONCRETE CULVERT UNDER STATE HIGHWAY 3, AND
 LH0742'IN THE TOP OF THE NORTH CONCRETE HEAD WALL.  A STANDARD DISK,
 LH0742'STAMPED P 166 1934.
 LH0742
 LH0742                          STATION RECOVERY (1946)
 LH0742
 LH0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LH0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0302 ***********************************************************************
 LH0302  DESIGNATION -  P 167
 LH0302  PID         -  LH0302
 LH0302  STATE/COUNTY-  NE/WEBSTER
 LH0302  COUNTRY     -  US
 LH0302  USGS QUAD   -  BLUE HILL (2017)
 LH0302
 LH0302                         *CURRENT SURVEY CONTROL
 LH0302  ______________________________________________________________________
 LH0302* NAD 83(1986) POSITION- 40 19 10.     (N) 098 26 42.     (W)   SCALED
 LH0302* NAVD 88 ORTHO HEIGHT -   598.421 (meters)     1963.32  (feet) ADJUSTED
 LH0302  ______________________________________________________________________
 LH0302  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 LH0302  DYNAMIC HEIGHT  -        598.065 (meters)     1962.15  (feet) COMP
 LH0302  MODELED GRAVITY -    980,010.4   (mgal)                       NAVD 88
 LH0302
 LH0302  VERT ORDER      -  SECOND    CLASS 0
 LH0302
 LH0302.The horizontal coordinates were scaled from a map and have
 LH0302.an estimated accuracy of +/- 6 seconds.
 LH0302
 LH0302.The orthometric height was determined by differential leveling and
 LH0302.adjusted by the NATIONAL GEODETIC SURVEY
 LH0302.in June 1991.
 LH0302
 LH0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0302.GEOID18 height accuracy estimate available here.
 LH0302
 LH0302.Click photographs - Photos may exist for this station.
 LH0302
 LH0302.The dynamic height is computed by dividing the NAVD 88
 LH0302.geopotential number by the normal gravity value computed on the
 LH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0302.degrees latitude (g = 980.6199 gals.).
 LH0302
 LH0302.The modeled gravity was interpolated from observed gravity values.
 LH0302
 LH0302;                    North         East    Units  Estimated Accuracy
 LH0302;SPC NE       -    55,160.      632,140.      MT  (+/- 180 meters Scaled)
 LH0302
 LH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471633(NAD 83)
 LH0302
 LH0302                          SUPERSEDED SURVEY CONTROL
 LH0302
 LH0302  NGVD 29 (??/??/92)  598.191  (m)         1962.57   (f) ADJ UNCH    2 0
 LH0302
 LH0302.Superseded values are not recommended for survey control.
 LH0302
 LH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0302.See file dsdata.pdf to determine how the superseded data were derived.
 LH0302
 LH0302_MARKER: DB = BENCH MARK DISK
 LH0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0302_STAMPING: P 167 1934
 LH0302_MARK LOGO: CGS
 LH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0302+STABILITY: SURFACE MOTION
 LH0302
 LH0302  HISTORY     - Date     Condition        Report By
 LH0302  HISTORY     - 1934     MONUMENTED       CGS
 LH0302
 LH0302                          STATION DESCRIPTION
 LH0302
 LH0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0302'1.1 MI W FROM BLUE HILL.
 LH0302'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0302'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, 7 RAILS WEST OF
 LH0302'THE CROSSING OF U.S. HIGHWAY 281, 42 FEET NORTH OF THE CENTERLINE
 LH0302'OF THE TRACK, AND 1 FOOT SOUTH OF THE PROPERTY LINE.  A STANDARD
 LH0302'DISK, STAMPED P 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0324 ***********************************************************************
 LH0324  DESIGNATION -  P 168
 LH0324  PID         -  LH0324
 LH0324  STATE/COUNTY-  NE/KEARNEY
 LH0324  COUNTRY     -  US
 LH0324  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0324
 LH0324                         *CURRENT SURVEY CONTROL
 LH0324  ______________________________________________________________________
 LH0324* NAD 83(1986) POSITION- 40 29 56.2    (N) 098 56 53.0    (W)   HD_HELD2
 LH0324* NAVD 88 ORTHO HEIGHT -   662.783 (meters)     2174.48  (feet) ADJUSTED
 LH0324  ______________________________________________________________________
 LH0324  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 LH0324  DYNAMIC HEIGHT  -        662.388 (meters)     2173.18  (feet) COMP
 LH0324  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 LH0324
 LH0324  VERT ORDER      -  SECOND    CLASS 0
 LH0324
 LH0324.The horizontal coordinates were established by autonomous hand held GPS
 LH0324.observations and have an estimated accuracy of +/- 10 meters.
 LH0324
 LH0324.The orthometric height was determined by differential leveling and
 LH0324.adjusted by the NATIONAL GEODETIC SURVEY
 LH0324.in June 1991.
 LH0324
 LH0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0324.GEOID18 height accuracy estimate available here.
 LH0324
 LH0324.Click photographs - Photos may exist for this station.
 LH0324
 LH0324.The dynamic height is computed by dividing the NAVD 88
 LH0324.geopotential number by the normal gravity value computed on the
 LH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0324.degrees latitude (g = 980.6199 gals.).
 LH0324
 LH0324.The modeled gravity was interpolated from observed gravity values.
 LH0324
 LH0324;                    North         East    Units  Estimated Accuracy
 LH0324;SPC NE       -    74,446.      589,153.      MT  (+/- 10 meters HH2 GPS)
 LH0324
 LH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0440183138(NAD 83)
 LH0324
 LH0324                          SUPERSEDED SURVEY CONTROL
 LH0324
 LH0324  NGVD 29 (??/??/92)  662.527  (m)         2173.64   (f) ADJ UNCH    2 0
 LH0324
 LH0324.Superseded values are not recommended for survey control.
 LH0324
 LH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0324.See file dsdata.pdf to determine how the superseded data were derived.
 LH0324
 LH0324_MARKER: DB = BENCH MARK DISK
 LH0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0324_SP_SET: MONUMENT FOOTING
 LH0324_STAMPING: P 168 1934
 LH0324_MARK LOGO: CGS
 LH0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0324+STABILITY: SURFACE MOTION
 LH0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0324+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 LH0324
 LH0324  HISTORY     - Date     Condition        Report By
 LH0324  HISTORY     - 1934     MONUMENTED       CGS
 LH0324  HISTORY     - 1934     GOOD             CGS
 LH0324  HISTORY     - 20060713 GOOD             INDIV
 LH0324  HISTORY     - 20160629 GOOD             NEGS
 LH0324
 LH0324                          STATION DESCRIPTION
 LH0324
 LH0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0324'AT MINDEN.
 LH0324'AT MINDEN, KEARNEY COUNTY, AT THE COUNTY COURTHOUSE, 50 FEET
 LH0324'EAST OF THE EAST ENTRANCE, 20 FEET WEST OF THE WEST SIDE OF A
 LH0324'SIDEWALK, AND IN THE SOUTHEAST CORNER OF THE STONE FOOTING FOR
 LH0324'A STONE MONUMENT.  A STANDARD DISK, STMAPED P 168 1934.
 LH0324
 LH0324                          STATION RECOVERY (2006)
 LH0324
 LH0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDF)
 LH0324'RECOVERED AS DESCRIBED
 LH0324
 LH0324                          STATION RECOVERY (2016)
 LH0324
 LH0324'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 LH0324'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0372 ***********************************************************************
 LH0372  DESIGNATION -  P 169
 LH0372  PID         -  LH0372
 LH0372  STATE/COUNTY-  NE/WEBSTER
 LH0372  COUNTRY     -  US
 LH0372  USGS QUAD   -  INAVALE (2017)
 LH0372
 LH0372                         *CURRENT SURVEY CONTROL
 LH0372  ______________________________________________________________________
 LH0372* NAD 83(1986) POSITION- 40 05 03.     (N) 098 42 25.     (W)   SCALED
 LH0372* NAVD 88 ORTHO HEIGHT -   529.868 (meters)     1738.41  (feet) ADJUSTED
 LH0372  ______________________________________________________________________
 LH0372  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 LH0372  DYNAMIC HEIGHT  -        529.542 (meters)     1737.34  (feet) COMP
 LH0372  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 LH0372
 LH0372  VERT ORDER      -  SECOND    CLASS 0
 LH0372
 LH0372.The horizontal coordinates were scaled from a map and have
 LH0372.an estimated accuracy of +/- 6 seconds.
 LH0372
 LH0372.The orthometric height was determined by differential leveling and
 LH0372.adjusted by the NATIONAL GEODETIC SURVEY
 LH0372.in June 1991.
 LH0372
 LH0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0372.GEOID18 height accuracy estimate available here.
 LH0372
 LH0372.Click photographs - Photos may exist for this station.
 LH0372
 LH0372.The dynamic height is computed by dividing the NAVD 88
 LH0372.geopotential number by the normal gravity value computed on the
 LH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0372.degrees latitude (g = 980.6199 gals.).
 LH0372
 LH0372.The modeled gravity was interpolated from observed gravity values.
 LH0372
 LH0372;                    North         East    Units  Estimated Accuracy
 LH0372;SPC NE       -    28,680.      610,280.      MT  (+/- 180 meters Scaled)
 LH0372
 LH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK249371(NAD 83)
 LH0372
 LH0372                          SUPERSEDED SURVEY CONTROL
 LH0372
 LH0372  NGVD 29 (??/??/92)  529.643  (m)         1737.67   (f) ADJ UNCH    2 0
 LH0372
 LH0372.Superseded values are not recommended for survey control.
 LH0372
 LH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0372.See file dsdata.pdf to determine how the superseded data were derived.
 LH0372
 LH0372_MARKER: DB = BENCH MARK DISK
 LH0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0372_STAMPING: P 169 1934
 LH0372_MARK LOGO: CGS
 LH0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0372+STABILITY: SURFACE MOTION
 LH0372
 LH0372  HISTORY     - Date     Condition        Report By
 LH0372  HISTORY     - 1934     MONUMENTED       CGS
 LH0372  HISTORY     - 1972     MARK NOT FOUND   USGS
 LH0372
 LH0372                          STATION DESCRIPTION
 LH0372
 LH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0372'2.7 MI E FROM RIVERTON.
 LH0372'IN WEBSTER COUNTY, 2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0372'AND QUINCY RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN
 LH0372'COUNTY, AT A ROAD CROSSING, 42 FEET SOUTH OF THE CENTER LINE
 LH0372'OF THE TRACK, AND 24 FEET EAST OF THE CENTER LINE OF THE ROAD.
 LH0372'A STANDARD DISK, STAMPED P 169 1934 AND SET IN THE TOP OF A
 LH0372'CONCRETE POST.
 LH0372
 LH0372                          STATION RECOVERY (1972)
 LH0372
 LH0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LH0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0569 ***********************************************************************
 ML0569  DESIGNATION -  P 17
 ML0569  PID         -  ML0569
 ML0569  STATE/COUNTY-  NE/LOUP
 ML0569  COUNTRY     -  US
 ML0569  USGS QUAD   -  TAYLOR SE (2017)
 ML0569
 ML0569                         *CURRENT SURVEY CONTROL
 ML0569  ______________________________________________________________________
 ML0569* NAD 83(1986) POSITION- 41 47 55.     (N) 099 22 28.     (W)   SCALED
 ML0569* NAVD 88 ORTHO HEIGHT -   728.116 (meters)     2388.83  (feet) ADJUSTED
 ML0569  ______________________________________________________________________
 ML0569  GEOID HEIGHT    -        -23.084 (meters)                     GEOID18
 ML0569  DYNAMIC HEIGHT  -        727.769 (meters)     2387.69  (feet) COMP
 ML0569  MODELED GRAVITY -    980,120.8   (mgal)                       NAVD 88
 ML0569
 ML0569  VERT ORDER      -  FIRST     CLASS II
 ML0569
 ML0569.The horizontal coordinates were scaled from a map and have
 ML0569.an estimated accuracy of +/- 6 seconds.
 ML0569
 ML0569.The orthometric height was determined by differential leveling and
 ML0569.adjusted by the NATIONAL GEODETIC SURVEY
 ML0569.in June 1991.
 ML0569
 ML0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0569.GEOID18 height accuracy estimate available here.
 ML0569
 ML0569.Click photographs - Photos may exist for this station.
 ML0569
 ML0569.The dynamic height is computed by dividing the NAVD 88
 ML0569.geopotential number by the normal gravity value computed on the
 ML0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0569.degrees latitude (g = 980.6199 gals.).
 ML0569
 ML0569.The modeled gravity was interpolated from observed gravity values.
 ML0569
 ML0569;                    North         East    Units  Estimated Accuracy
 ML0569;SPC NE       -   218,390.      551,970.      MT  (+/- 180 meters Scaled)
 ML0569
 ML0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM688274(NAD 83)
 ML0569
 ML0569                          SUPERSEDED SURVEY CONTROL
 ML0569
 ML0569  NGVD 29 (??/??/92)  727.863  (m)         2388.00   (f) ADJ UNCH    1 2
 ML0569
 ML0569.Superseded values are not recommended for survey control.
 ML0569
 ML0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0569.See file dsdata.pdf to determine how the superseded data were derived.
 ML0569
 ML0569_MARKER: DB = BENCH MARK DISK
 ML0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0569_STAMPING: P 17 1933
 ML0569_MARK LOGO: CGS
 ML0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0569+STABILITY: SURFACE MOTION
 ML0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0569+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 ML0569
 ML0569  HISTORY     - Date     Condition        Report By
 ML0569  HISTORY     - 1933     MONUMENTED       CGS
 ML0569  HISTORY     - 1934     GOOD             CGS
 ML0569  HISTORY     - 20131024 GOOD             INDIV
 ML0569
 ML0569                          STATION DESCRIPTION
 ML0569
 ML0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0569'2 MI N FROM TAYLOR.
 ML0569'2 MILES NORTH.  MARK IS 0.5 MILE NORTH OF LANE LEADING TO HOUSE
 ML0569'OWNED BY HOLVOY JENSEN.  IT IS ON THE TOP OF A HILL AND IS 45
 ML0569'FT. EAST OF THE CENTER OF HWY. 83 ON A CURVE, AND IS 3 FT. WEST
 ML0569'OF A FENCE.
 ML0569
 ML0569                          STATION RECOVERY (1934)
 ML0569
 ML0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0569'RECOVERED IN GOOD CONDITION.
 ML0569
 ML0569                          STATION RECOVERY (2013)
 ML0569
 ML0569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 ML0569'FOUND GOOD,FROM HWY 183 AND 91 IN TAYLOR GO NORTH 1.75 MILE TO GATE,
 ML0569'THEN GO ENE ON TRAIL RD 0.35 MILE TO MARK. NW 12.0 FT. TO CARSONITE
 ML0569'WITNESS,NW 41 FT. CENTERLINE OF TRAIL ROAD. WSW 49.5 FT. TO NAIL TOP
 ML0569'OF CORNER FENCE POST. PROJECTS 0.2 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0591 ***********************************************************************
 LG0591  DESIGNATION -  P 170
 LG0591  PID         -  LG0591
 LG0591  STATE/COUNTY-  NE/NUCKOLLS
 LG0591  COUNTRY     -  US
 LG0591  USGS QUAD   -  EDGAR (2017)
 LG0591
 LG0591                         *CURRENT SURVEY CONTROL
 LG0591  ______________________________________________________________________
 LG0591* NAD 83(1986) POSITION- 40 21 12.     (N) 097 55 40.     (W)   SCALED
 LG0591* NAVD 88 ORTHO HEIGHT -   519.314 (meters)     1703.78  (feet) ADJUSTED
 LG0591  ______________________________________________________________________
 LG0591  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 LG0591  DYNAMIC HEIGHT  -        519.015 (meters)     1702.80  (feet) COMP
 LG0591  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 LG0591
 LG0591  VERT ORDER      -  SECOND    CLASS 0
 LG0591
 LG0591.The horizontal coordinates were scaled from a map and have
 LG0591.an estimated accuracy of +/- 6 seconds.
 LG0591
 LG0591.The orthometric height was determined by differential leveling and
 LG0591.adjusted by the NATIONAL GEODETIC SURVEY
 LG0591.in June 1991.
 LG0591
 LG0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0591.GEOID18 height accuracy estimate available here.
 LG0591
 LG0591.Click photographs - Photos may exist for this station.
 LG0591
 LG0591.The dynamic height is computed by dividing the NAVD 88
 LG0591.geopotential number by the normal gravity value computed on the
 LG0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0591.degrees latitude (g = 980.6199 gals.).
 LG0591
 LG0591.The modeled gravity was interpolated from observed gravity values.
 LG0591
 LG0591;                    North         East    Units  Estimated Accuracy
 LG0591;SPC NE       -    59,850.      676,000.      MT  (+/- 180 meters Scaled)
 LG0591
 LG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK910675(NAD 83)
 LG0591
 LG0591                          SUPERSEDED SURVEY CONTROL
 LG0591
 LG0591  NGVD 29 (??/??/92)  519.120  (m)         1703.15   (f) ADJ UNCH    2 0
 LG0591
 LG0591.Superseded values are not recommended for survey control.
 LG0591
 LG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0591.See file dsdata.pdf to determine how the superseded data were derived.
 LG0591
 LG0591_MARKER: DB = BENCH MARK DISK
 LG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0591_STAMPING: P 170 1934
 LG0591_MARK LOGO: CGS
 LG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0591+STABILITY: SURFACE MOTION
 LG0591
 LG0591  HISTORY     - Date     Condition        Report By
 LG0591  HISTORY     - 1934     MONUMENTED       CGS
 LG0591
 LG0591                          STATION DESCRIPTION
 LG0591
 LG0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0591'2.5 MI E FROM EDGAR.
 LG0591'IN NUCKOLLS COUNTY, 2.5 MILES EAST ALONG THE UNION PACIFIC
 LG0591'RAILROAD FROM THE STATION AT EDGAR, CLAY COUNTY, 3 POLES NORTHWEST
 LG0591'OF MILEPOST 198, 39 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LG0591'AND 2 FEET WEST OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LG0591'P 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0573 ***********************************************************************
 LG0573  DESIGNATION -  P 171
 LG0573  PID         -  LG0573
 LG0573  STATE/COUNTY-  NE/JEFFERSON
 LG0573  COUNTRY     -  US
 LG0573  USGS QUAD   -  FAIRBURY SW (2017)
 LG0573
 LG0573                         *CURRENT SURVEY CONTROL
 LG0573  ______________________________________________________________________
 LG0573* NAD 83(1986) POSITION- 40 06 16.     (N) 097 08 36.     (W)   SCALED
 LG0573* NAVD 88 ORTHO HEIGHT -   394.875 (meters)     1295.52  (feet) ADJUSTED
 LG0573  ______________________________________________________________________
 LG0573  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 LG0573  DYNAMIC HEIGHT  -        394.649 (meters)     1294.78  (feet) COMP
 LG0573  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 LG0573
 LG0573  VERT ORDER      -  SECOND    CLASS 0
 LG0573
 LG0573.The horizontal coordinates were scaled from a map and have
 LG0573.an estimated accuracy of +/- 6 seconds.
 LG0573
 LG0573.The orthometric height was determined by differential leveling and
 LG0573.adjusted by the NATIONAL GEODETIC SURVEY
 LG0573.in June 1991.
 LG0573
 LG0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0573.GEOID18 height accuracy estimate available here.
 LG0573
 LG0573.Click photographs - Photos may exist for this station.
 LG0573
 LG0573.The dynamic height is computed by dividing the NAVD 88
 LG0573.geopotential number by the normal gravity value computed on the
 LG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0573.degrees latitude (g = 980.6199 gals.).
 LG0573
 LG0573.The modeled gravity was interpolated from observed gravity values.
 LG0573
 LG0573;                    North         East    Units  Estimated Accuracy
 LG0573;SPC NE       -    34,130.      743,510.      MT  (+/- 180 meters Scaled)
 LG0573
 LG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK582410(NAD 83)
 LG0573
 LG0573                          SUPERSEDED SURVEY CONTROL
 LG0573
 LG0573  NGVD 29 (??/??/92)  394.729  (m)         1295.04   (f) ADJ UNCH    2 0
 LG0573
 LG0573.Superseded values are not recommended for survey control.
 LG0573
 LG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0573.See file dsdata.pdf to determine how the superseded data were derived.
 LG0573
 LG0573_MARKER: DB = BENCH MARK DISK
 LG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0573_STAMPING: P 171 1934
 LG0573_MARK LOGO: CGS
 LG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0573+STABILITY: SURFACE MOTION
 LG0573
 LG0573  HISTORY     - Date     Condition        Report By
 LG0573  HISTORY     - 1934     MONUMENTED       CGS
 LG0573
 LG0573                          STATION DESCRIPTION
 LG0573
 LG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0573'2.9 MI SE FROM FAIRBURY.
 LG0573'2.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0573'COUNTY COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 8 RAILS EAST
 LG0573'OF MILEPOST 150, AT A ROAD CROSSING, 30 FEET NORTH OF THE
 LG0573'CENTERLINE OF THE TRACK, AND 27 FEET WEST OF THE CENTERLINE
 LG0573'OF THE ROAD.  A STANDARD DISK, STAMPED P 171 1934 AND SET IN
 LG0573'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0545 ***********************************************************************
 LG0545  DESIGNATION -  P 172
 LG0545  PID         -  LG0545
 LG0545  STATE/COUNTY-  NE/JEFFERSON
 LG0545  COUNTRY     -  US
 LG0545  USGS QUAD   -  REYNOLDS (2017)
 LG0545
 LG0545                         *CURRENT SURVEY CONTROL
 LG0545  ______________________________________________________________________
 LG0545* NAD 83(1986) POSITION- 40 03 29.     (N) 097 20 28.     (W)   SCALED
 LG0545* NAVD 88 ORTHO HEIGHT -   423.659 (meters)     1389.95  (feet) ADJUSTED
 LG0545  ______________________________________________________________________
 LG0545  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 LG0545  DYNAMIC HEIGHT  -        423.412 (meters)     1389.14  (feet) COMP
 LG0545  MODELED GRAVITY -    980,030.8   (mgal)                       NAVD 88
 LG0545
 LG0545  VERT ORDER      -  SECOND    CLASS 0
 LG0545
 LG0545.The horizontal coordinates were scaled from a map and have
 LG0545.an estimated accuracy of +/- 6 seconds.
 LG0545
 LG0545.The orthometric height was determined by differential leveling and
 LG0545.adjusted by the NATIONAL GEODETIC SURVEY
 LG0545.in June 1991.
 LG0545
 LG0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0545.GEOID18 height accuracy estimate available here.
 LG0545
 LG0545.Click photographs - Photos may exist for this station.
 LG0545
 LG0545.The dynamic height is computed by dividing the NAVD 88
 LG0545.geopotential number by the normal gravity value computed on the
 LG0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0545.degrees latitude (g = 980.6199 gals.).
 LG0545
 LG0545.The modeled gravity was interpolated from observed gravity values.
 LG0545
 LG0545;                    North         East    Units  Estimated Accuracy
 LG0545;SPC NE       -    28,440.      726,820.      MT  (+/- 180 meters Scaled)
 LG0545
 LG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK414355(NAD 83)
 LG0545
 LG0545                          SUPERSEDED SURVEY CONTROL
 LG0545
 LG0545  NGVD 29 (??/??/92)  423.503  (m)         1389.44   (f) ADJ UNCH    2 0
 LG0545
 LG0545.Superseded values are not recommended for survey control.
 LG0545
 LG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0545.See file dsdata.pdf to determine how the superseded data were derived.
 LG0545
 LG0545_MARKER: DB = BENCH MARK DISK
 LG0545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0545_SP_SET: CULVERT WINGWALL
 LG0545_STAMPING: P 172 1934
 LG0545_MARK LOGO: CGS
 LG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0545+STABILITY: SURFACE MOTION
 LG0545
 LG0545  HISTORY     - Date     Condition        Report By
 LG0545  HISTORY     - 1934     MONUMENTED       CGS
 LG0545
 LG0545                          STATION DESCRIPTION
 LG0545
 LG0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0545'AT REYNOLDS.
 LG0545'AT REYNOLDS, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0545'QUINCY RAILROAD, ABOUT 1/4 MILE WEST OF THE STATION, AT A CONCRETE
 LG0545'CULVERT, AND IN THE TOP OF THE SOUTHWEST WING WALL.  A STANDARD
 LG0545'DISK, STAMPED P 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0358 ***********************************************************************
 LG0358  DESIGNATION -  P 173
 LG0358  PID         -  LG0358
 LG0358  STATE/COUNTY-  NE/LANCASTER
 LG0358  COUNTRY     -  US
 LG0358  USGS QUAD   -  ROCA (2017)
 LG0358
 LG0358                         *CURRENT SURVEY CONTROL
 LG0358  ______________________________________________________________________
 LG0358* NAD 83(1986) POSITION- 40 38 21.     (N) 096 40 09.     (W)   SCALED
 LG0358* NAVD 88 ORTHO HEIGHT -   375.303 (meters)     1231.31  (feet) ADJUSTED
 LG0358  ______________________________________________________________________
 LG0358  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 LG0358  DYNAMIC HEIGHT  -        375.137 (meters)     1230.76  (feet) COMP
 LG0358  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 LG0358
 LG0358  VERT ORDER      -  SECOND    CLASS 0
 LG0358
 LG0358.The horizontal coordinates were scaled from a map and have
 LG0358.an estimated accuracy of +/- 6 seconds.
 LG0358
 LG0358.The orthometric height was determined by differential leveling and
 LG0358.adjusted by the NATIONAL GEODETIC SURVEY
 LG0358.in June 1991.
 LG0358
 LG0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0358.GEOID18 height accuracy estimate available here.
 LG0358
 LG0358.Click photographs - Photos may exist for this station.
 LG0358
 LG0358.The dynamic height is computed by dividing the NAVD 88
 LG0358.geopotential number by the normal gravity value computed on the
 LG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0358.degrees latitude (g = 980.6199 gals.).
 LG0358
 LG0358.The modeled gravity was interpolated from observed gravity values.
 LG0358
 LG0358;                    North         East    Units  Estimated Accuracy
 LG0358;SPC NE       -    94,900.      781,630.      MT  (+/- 180 meters Scaled)
 LG0358
 LG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL971013(NAD 83)
 LG0358
 LG0358                          SUPERSEDED SURVEY CONTROL
 LG0358
 LG0358  NGVD 29 (??/??/92)  375.210  (m)         1231.00   (f) ADJ UNCH    2 0
 LG0358
 LG0358.Superseded values are not recommended for survey control.
 LG0358
 LG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0358.See file dsdata.pdf to determine how the superseded data were derived.
 LG0358
 LG0358_MARKER: DB = BENCH MARK DISK
 LG0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0358_SP_SET: CULVERT HEADWALL
 LG0358_STAMPING: P 173 1934
 LG0358_MARK LOGO: CGS
 LG0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0358+STABILITY: SURFACE MOTION
 LG0358
 LG0358  HISTORY     - Date     Condition        Report By
 LG0358  HISTORY     - 1934     MONUMENTED       CGS
 LG0358  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0358
 LG0358                          STATION DESCRIPTION
 LG0358
 LG0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0358'1.4 MI S FROM HANLON.
 LG0358'1.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0358'AT HANLON, LANCASTER COUNTY, ABOUT 1/4 MILE SOUTH OF A RAILROAD
 LG0358'CROSSING, AT CONCRETE CULVERT 69.67, AND IN THE TOP OF THE WEST
 LG0358'HEADWALL.  A STANDARD DISK, STAMPED P 173 1934.  NOTE-- THE
 LG0358'1964 BY USGS REPORTS CULVERT HEADWALL IN WHICH TABLET IS SET IS
 LG0358'COVERED WITH ABOUT THREE FEET OF CRUSHED ROCK.  NOT DUG FOR.
 LG0358
 LG0358                          STATION RECOVERY (1964)
 LG0358
 LG0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0245 ***********************************************************************
 LG0245  DESIGNATION -  P 174
 LG0245  PID         -  LG0245
 LG0245  STATE/COUNTY-  NE/GAGE
 LG0245  COUNTRY     -  US
 LG0245  USGS QUAD   -  PICKRELL (2017)
 LG0245
 LG0245                         *CURRENT SURVEY CONTROL
 LG0245  ______________________________________________________________________
 LG0245* NAD 83(1986) POSITION- 40 22 39.34   (N) 096 43 34.74   (W)   HD_HELD1
 LG0245* NAVD 88 ORTHO HEIGHT -   402.629 (meters)     1320.96  (feet) ADJUSTED
 LG0245  ______________________________________________________________________
 LG0245  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 LG0245  DYNAMIC HEIGHT  -        402.417 (meters)     1320.26  (feet) COMP
 LG0245  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 LG0245
 LG0245  VERT ORDER      -  SECOND    CLASS 0
 LG0245
 LG0245.The horizontal coordinates were determined by differentially corrected
 LG0245.hand held GPS observations or other comparable positioning techniques
 LG0245.and have an estimated accuracy of +/- 3 meters.
 LG0245
 LG0245.The orthometric height was determined by differential leveling and
 LG0245.adjusted by the NATIONAL GEODETIC SURVEY
 LG0245.in June 1991.
 LG0245
 LG0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0245.GEOID18 height accuracy estimate available here.
 LG0245
 LG0245.Click photographs - Photos may exist for this station.
 LG0245
 LG0245.The dynamic height is computed by dividing the NAVD 88
 LG0245.geopotential number by the normal gravity value computed on the
 LG0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0245.degrees latitude (g = 980.6199 gals.).
 LG0245
 LG0245.The modeled gravity was interpolated from observed gravity values.
 LG0245
 LG0245;                    North         East    Units  Estimated Accuracy
 LG0245;SPC NE       -    65,692.2     777,898.6     MT  (+/- 3 meters HH1 GPS) 
 LG0245
 LG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9301572149(NAD 83)
 LG0245
 LG0245                          SUPERSEDED SURVEY CONTROL
 LG0245
 LG0245  NGVD 29 (??/??/92)  402.513  (m)         1320.58   (f) ADJ UNCH    2 0
 LG0245
 LG0245.Superseded values are not recommended for survey control.
 LG0245
 LG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0245.See file dsdata.pdf to determine how the superseded data were derived.
 LG0245
 LG0245_MARKER: DB = BENCH MARK DISK
 LG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0245_STAMPING: P 174 1934
 LG0245_MARK LOGO: CGS
 LG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0245+STABILITY: SURFACE MOTION
 LG0245
 LG0245  HISTORY     - Date     Condition        Report By
 LG0245  HISTORY     - 1934     MONUMENTED       CGS
 LG0245  HISTORY     - 1963     GOOD             NGPCA
 LG0245  HISTORY     - 1977     GOOD             LOCSUR
 LG0245  HISTORY     - 20100114 MARK NOT FOUND   INDIV
 LG0245
 LG0245                          STATION DESCRIPTION
 LG0245
 LG0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0245'AT PICKRELL.
 LG0245'AT PICKRELL, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD, 200
 LG0245'FEET SOUTH OF THE STATION, 2 POLES NORTH OF MILEPOST 89, AND
 LG0245'45 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 LG0245'DISK, STAMPED P 174 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0245
 LG0245                          STATION RECOVERY (1963)
 LG0245
 LG0245'RECOVERY NOTE BY NATURAL GAS CO 1963
 LG0245'RECOVERED IN GOOD CONDITION.
 LG0245
 LG0245                          STATION RECOVERY (1977)
 LG0245
 LG0245'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0245'MOUNMENT LEANING
 LG0245
 LG0245                          STATION RECOVERY (2010)
 LG0245
 LG0245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LG0245'RAILROAD TRACK IS ABANDONED,SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0206 ***********************************************************************
 LG0206  DESIGNATION -  P 175
 LG0206  PID         -  LG0206
 LG0206  STATE/COUNTY-  NE/PAWNEE
 LG0206  COUNTRY     -  US
 LG0206  USGS QUAD   -  DU BOIS (2017)
 LG0206
 LG0206                         *CURRENT SURVEY CONTROL
 LG0206  ______________________________________________________________________
 LG0206* NAD 83(1986) POSITION- 40 02 39.     (N) 096 05 14.     (W)   SCALED
 LG0206* NAVD 88 ORTHO HEIGHT -   330.380 (meters)     1083.92  (feet) ADJUSTED
 LG0206  ______________________________________________________________________
 LG0206  GEOID HEIGHT    -        -29.115 (meters)                     GEOID18
 LG0206  DYNAMIC HEIGHT  -        330.197 (meters)     1083.32  (feet) COMP
 LG0206  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 LG0206
 LG0206  VERT ORDER      -  SECOND    CLASS 0
 LG0206
 LG0206.The horizontal coordinates were scaled from a map and have
 LG0206.an estimated accuracy of +/- 6 seconds.
 LG0206
 LG0206.The orthometric height was determined by differential leveling and
 LG0206.adjusted by the NATIONAL GEODETIC SURVEY
 LG0206.in June 1991.
 LG0206
 LG0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0206.GEOID18 height accuracy estimate available here.
 LG0206
 LG0206.Click photographs - Photos may exist for this station.
 LG0206
 LG0206.The dynamic height is computed by dividing the NAVD 88
 LG0206.geopotential number by the normal gravity value computed on the
 LG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0206.degrees latitude (g = 980.6199 gals.).
 LG0206
 LG0206.The modeled gravity was interpolated from observed gravity values.
 LG0206
 LG0206;                    North         East    Units  Estimated Accuracy
 LG0206;SPC NE       -    30,970.      833,790.      MT  (+/- 180 meters Scaled)
 LG0206
 LG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK484367(NAD 83)
 LG0206
 LG0206                          SUPERSEDED SURVEY CONTROL
 LG0206
 LG0206  NGVD 29 (??/??/92)  330.275  (m)         1083.58   (f) ADJ UNCH    2 0
 LG0206
 LG0206.Superseded values are not recommended for survey control.
 LG0206
 LG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0206.See file dsdata.pdf to determine how the superseded data were derived.
 LG0206
 LG0206_MARKER: DB = BENCH MARK DISK
 LG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0206_STAMPING: P 175 1934
 LG0206_MARK LOGO: CGS
 LG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0206+STABILITY: SURFACE MOTION
 LG0206
 LG0206  HISTORY     - Date     Condition        Report By
 LG0206  HISTORY     - 1934     MONUMENTED       CGS
 LG0206
 LG0206                          STATION DESCRIPTION
 LG0206
 LG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0206'2.1 MI NW FROM DU BOIS.
 LG0206'2.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0206'RAILROAD FROM THE CITY WATER TOWER AT DU BOIS, PAWNEE COUNTY,
 LG0206'8 FEET EAST OF MILEAGE POST 85.20, AT A ROAD CROSSING, 45 FEET
 LG0206'SOUTH OF THE CENTER LINE OF THE ROAD, AND 40 FEET EAST OF THE
 LG0206'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED P 175 1934
 LG0206'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0175 ***********************************************************************
 LG0175  DESIGNATION -  P 176
 LG0175  PID         -  LG0175
 LG0175  STATE/COUNTY-  NE/JOHNSON
 LG0175  COUNTRY     -  US
 LG0175  USGS QUAD   -  VESTA (2017)
 LG0175
 LG0175                         *CURRENT SURVEY CONTROL
 LG0175  ______________________________________________________________________
 LG0175* NAD 83(1986) POSITION- 40 21 24.     (N) 096 20 08.     (W)   SCALED
 LG0175* NAVD 88 ORTHO HEIGHT -   375.420 (meters)     1231.69  (feet) ADJUSTED
 LG0175  ______________________________________________________________________
 LG0175  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 LG0175  DYNAMIC HEIGHT  -        375.220 (meters)     1231.03  (feet) COMP
 LG0175  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 LG0175
 LG0175  VERT ORDER      -  SECOND    CLASS 0
 LG0175
 LG0175.The horizontal coordinates were scaled from a map and have
 LG0175.an estimated accuracy of +/- 6 seconds.
 LG0175
 LG0175.The orthometric height was determined by differential leveling and
 LG0175.adjusted by the NATIONAL GEODETIC SURVEY
 LG0175.in June 1991.
 LG0175
 LG0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0175.GEOID18 height accuracy estimate available here.
 LG0175
 LG0175.Click photographs - Photos may exist for this station.
 LG0175
 LG0175.The dynamic height is computed by dividing the NAVD 88
 LG0175.geopotential number by the normal gravity value computed on the
 LG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0175.degrees latitude (g = 980.6199 gals.).
 LG0175
 LG0175.The modeled gravity was interpolated from observed gravity values.
 LG0175
 LG0175;                    North         East    Units  Estimated Accuracy
 LG0175;SPC NE       -    64,700.      811,150.      MT  (+/- 180 meters Scaled)
 LG0175
 LG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK262707(NAD 83)
 LG0175
 LG0175                          SUPERSEDED SURVEY CONTROL
 LG0175
 LG0175  NGVD 29 (??/??/92)  375.316  (m)         1231.35   (f) ADJ UNCH    2 0
 LG0175
 LG0175.Superseded values are not recommended for survey control.
 LG0175
 LG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0175.See file dsdata.pdf to determine how the superseded data were derived.
 LG0175
 LG0175_MARKER: DB = BENCH MARK DISK
 LG0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0175_STAMPING: P 176 1934
 LG0175_MARK LOGO: CGS
 LG0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0175+STABILITY: SURFACE MOTION
 LG0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0175+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LG0175
 LG0175  HISTORY     - Date     Condition        Report By
 LG0175  HISTORY     - 1934     MONUMENTED       CGS
 LG0175  HISTORY     - 1964     GOOD             USGS
 LG0175  HISTORY     - 19980203 GOOD             NEDR
 LG0175
 LG0175                          STATION DESCRIPTION
 LG0175
 LG0175'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LG0175'AT VESTA.
 LG0175'IN EASTERN PART OF VILLAGE OF VESTA, AT EASTERNMOST X-RD  ON THE
 LG0175'MAIN STREET WHERE A SERVICE STATION AND GENERAL STORE COMBINATION
 LG0175'IS LOCATD ON SW CORNER, 222 FEET NORTH AND WEST ALONG A CURVING
 LG0175'ROAD, 199 FT. EAST THROUGH A PASTURE, 70 FT. SSW FROM SW CORNER
 LG0175'OF SMALL FRAME DWELLING BELONGING TO MR. FRED WERMAN, 28 FT.
 LG0175'NORTH AND 5 FT. EAST OF SW CORNER OF A CHICKEN YARD, IN CONCRETE
 LG0175'POST.
 LG0175
 LG0175                          STATION RECOVERY (1998)
 LG0175
 LG0175'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0175'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE NORTHERN MOST OF 2
 LG0175'T-INTERSECTIONS EAST OF THE VILLAGE OF VESTA, GO WEST APPROXIMATELY
 LG0175'0.2 MI (0.3 KM) TO THE BENCH MARK 43 M (141.1 FT) SOUTH OF THE
 LG0175'CENTERLINE OF THE ROAD, IN AN ABANDONED HOUSE/FARM YARD, NEAR THE
 LG0175'CENTER OF SEC31, T5N, R10E.  IT IS 21.336 M (70.000 FT)
 LG0175'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ABANDONED HOUSE AND
 LG0175'1.21 M (3.97 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0496 ***********************************************************************
 LF0496  DESIGNATION -  P 177
 LF0496  PID         -  LF0496
 LF0496  STATE/COUNTY-  NE/NEMAHA
 LF0496  COUNTRY     -  US
 LF0496  USGS QUAD   -  HOWE (2017)
 LF0496
 LF0496                         *CURRENT SURVEY CONTROL
 LF0496  ______________________________________________________________________
 LF0496* NAD 83(1986) POSITION- 40 21 50.     (N) 095 48 39.     (W)   SCALED
 LF0496* NAVD 88 ORTHO HEIGHT -   299.558 (meters)      982.80  (feet) ADJUSTED
 LF0496  ______________________________________________________________________
 LF0496  GEOID HEIGHT    -        -29.643 (meters)                     GEOID18
 LF0496  DYNAMIC HEIGHT  -        299.399 (meters)      982.28  (feet) COMP
 LF0496  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 LF0496
 LF0496  VERT ORDER      -  SECOND    CLASS 0
 LF0496
 LF0496.The horizontal coordinates were scaled from a map and have
 LF0496.an estimated accuracy of +/- 6 seconds.
 LF0496
 LF0496.The orthometric height was determined by differential leveling and
 LF0496.adjusted by the NATIONAL GEODETIC SURVEY
 LF0496.in June 1991.
 LF0496
 LF0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0496.GEOID18 height accuracy estimate available here.
 LF0496
 LF0496.Click photographs - Photos may exist for this station.
 LF0496
 LF0496.The dynamic height is computed by dividing the NAVD 88
 LF0496.geopotential number by the normal gravity value computed on the
 LF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0496.degrees latitude (g = 980.6199 gals.).
 LF0496
 LF0496.The modeled gravity was interpolated from observed gravity values.
 LF0496
 LF0496;                    North         East    Units  Estimated Accuracy
 LF0496;SPC NE       -    67,530.      855,630.      MT  (+/- 180 meters Scaled)
 LF0496
 LF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE613719(NAD 83)
 LF0496
 LF0496                          SUPERSEDED SURVEY CONTROL
 LF0496
 LF0496  NGVD 29 (??/??/92)  299.474  (m)          982.52   (f) ADJ UNCH    2 0
 LF0496
 LF0496.Superseded values are not recommended for survey control.
 LF0496
 LF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0496.See file dsdata.pdf to determine how the superseded data were derived.
 LF0496
 LF0496_MARKER: DB = BENCH MARK DISK
 LF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0496_STAMPING: P 177 1934
 LF0496_MARK LOGO: CGS
 LF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0496+STABILITY: SURFACE MOTION
 LF0496
 LF0496  HISTORY     - Date     Condition        Report By
 LF0496  HISTORY     - 1934     MONUMENTED       CGS
 LF0496  HISTORY     - 1954     GOOD             CGS
 LF0496  HISTORY     - 20130619 POOR             JEOCON
 LF0496
 LF0496                          STATION DESCRIPTION
 LF0496
 LF0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0496'3.4 MI S FROM AUBURN.
 LF0496'3.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0496'STATION AT AUBURN, NEMAHA COUNTY, 6 POLES NORTH OF THE CROSSING
 LF0496'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 2 POLES NORTH OF
 LF0496'POLE 411/20, AT A ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE
 LF0496'OF THE TRACK, AND 20 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LF0496'A STANDARD DISK, STAMPED P 177 1934 AND SET IN THE TOP OF A
 LF0496'CONCRETE POST.
 LF0496
 LF0496                          STATION RECOVERY (2013)
 LF0496
 LF0496'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0496'COULD NOT RECONCILE WITH OTHER AREA MARKS. IT APPEARS THIS MARK HAS
 LF0496'BEEN DISTURBED BY RECENT EARTHMOVING ACTIVITIES IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0482 ***********************************************************************
 NN0482  DESIGNATION -  P 18
 NN0482  PID         -  NN0482
 NN0482  STATE/COUNTY-  NE/ROCK
 NN0482  COUNTRY     -  US
 NN0482  USGS QUAD   -  HAGAN LAKE NE (2017)
 NN0482
 NN0482                         *CURRENT SURVEY CONTROL
 NN0482  ______________________________________________________________________
 NN0482* NAD 83(1986) POSITION- 42 29 08.     (N) 099 32 21.     (W)   SCALED
 NN0482* NAVD 88 ORTHO HEIGHT -   745.225 (meters)     2444.96  (feet) ADJUSTED
 NN0482  ______________________________________________________________________
 NN0482  GEOID HEIGHT    -        -23.018 (meters)                     GEOID18
 NN0482  DYNAMIC HEIGHT  -        744.918 (meters)     2443.95  (feet) COMP
 NN0482  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 NN0482
 NN0482  VERT ORDER      -  FIRST     CLASS II
 NN0482
 NN0482.The horizontal coordinates were scaled from a map and have
 NN0482.an estimated accuracy of +/- 6 seconds.
 NN0482
 NN0482.The orthometric height was determined by differential leveling and
 NN0482.adjusted by the NATIONAL GEODETIC SURVEY
 NN0482.in June 1991.
 NN0482
 NN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0482.GEOID18 height accuracy estimate available here.
 NN0482
 NN0482.Click photographs - Photos may exist for this station.
 NN0482
 NN0482.The dynamic height is computed by dividing the NAVD 88
 NN0482.geopotential number by the normal gravity value computed on the
 NN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0482.degrees latitude (g = 980.6199 gals.).
 NN0482
 NN0482.The modeled gravity was interpolated from observed gravity values.
 NN0482
 NN0482;                    North         East    Units  Estimated Accuracy
 NN0482;SPC NE       -   294,580.      537,880.      MT  (+/- 180 meters Scaled)
 NN0482
 NN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN556038(NAD 83)
 NN0482
 NN0482                          SUPERSEDED SURVEY CONTROL
 NN0482
 NN0482  NGVD 29 (??/??/92)  744.970  (m)         2444.12   (f) ADJ UNCH    1 2
 NN0482
 NN0482.Superseded values are not recommended for survey control.
 NN0482
 NN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0482.See file dsdata.pdf to determine how the superseded data were derived.
 NN0482
 NN0482_MARKER: DB = BENCH MARK DISK
 NN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0482_STAMPING: P 18 1933
 NN0482_MARK LOGO: CGS
 NN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0482+STABILITY: SURFACE MOTION
 NN0482
 NN0482  HISTORY     - Date     Condition        Report By
 NN0482  HISTORY     - 1933     MONUMENTED       CGS
 NN0482  HISTORY     - 1956     GOOD             CGS
 NN0482  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0482  HISTORY     - 20170830 MARK NOT FOUND   INDIV
 NN0482
 NN0482                          STATION DESCRIPTION
 NN0482
 NN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0482'6.5 MI S FROM BASSETT.
 NN0482'6.5 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 NN0482'HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, ABOUT 1 AND 1/2 MILES
 NN0482'NORTH OF A CONCRETE BLOCK HOUSE, AT THE TOP OF THE HIGHEST RISE
 NN0482'IN THE HIGHWAY, AT A CROSS FENCE, 40 FEET EAST OF THE CENTER
 NN0482'OF OLD HIGHWAY, AND 8 FEET EAST OF FENCE CORNER.  SET IN THE
 NN0482'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 NN0482
 NN0482                          STATION RECOVERY (1975)
 NN0482
 NN0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0482'MARK NOT FOUND.
 NN0482
 NN0482                          STATION RECOVERY (2017)
 NN0482
 NN0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0482'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0275 ***********************************************************************
 NN0275  DESIGNATION -  P 19
 NN0275  PID         -  NN0275
 NN0275  STATE/COUNTY-  NE/HOLT
 NN0275  COUNTRY     -  US
 NN0275  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0275
 NN0275                         *CURRENT SURVEY CONTROL
 NN0275  ______________________________________________________________________
 NN0275* NAD 83(1986) POSITION- 42 48 31.     (N) 098 39 18.     (W)   SCALED
 NN0275* NAVD 88 ORTHO HEIGHT -   456.272 (meters)     1496.95  (feet) ADJUSTED
 NN0275  ______________________________________________________________________
 NN0275  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NN0275  DYNAMIC HEIGHT  -        456.109 (meters)     1496.42  (feet) COMP
 NN0275  MODELED GRAVITY -    980,250.0   (mgal)                       NAVD 88
 NN0275
 NN0275  VERT ORDER      -  FIRST     CLASS II
 NN0275
 NN0275.The horizontal coordinates were scaled from a map and have
 NN0275.an estimated accuracy of +/- 6 seconds.
 NN0275
 NN0275.The orthometric height was determined by differential leveling and
 NN0275.adjusted by the NATIONAL GEODETIC SURVEY
 NN0275.in June 1991.
 NN0275
 NN0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0275.GEOID18 height accuracy estimate available here.
 NN0275
 NN0275.Click photographs - Photos may exist for this station.
 NN0275
 NN0275.The dynamic height is computed by dividing the NAVD 88
 NN0275.geopotential number by the normal gravity value computed on the
 NN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0275.degrees latitude (g = 980.6199 gals.).
 NN0275
 NN0275.The modeled gravity was interpolated from observed gravity values.
 NN0275
 NN0275;                    North         East    Units  Estimated Accuracy
 NN0275;SPC NE       -   331,220.      610,000.      MT  (+/- 180 meters Scaled)
 NN0275
 NN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN282396(NAD 83)
 NN0275
 NN0275                          SUPERSEDED SURVEY CONTROL
 NN0275
 NN0275  NGVD 29 (??/??/92)  456.018  (m)         1496.12   (f) ADJ UNCH    1 2
 NN0275
 NN0275.Superseded values are not recommended for survey control.
 NN0275
 NN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0275.See file dsdata.pdf to determine how the superseded data were derived.
 NN0275
 NN0275_MARKER: DB = BENCH MARK DISK
 NN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0275_STAMPING: 1496.119 P 19 1933
 NN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0275+STABILITY: SURFACE MOTION
 NN0275
 NN0275  HISTORY     - Date     Condition        Report By
 NN0275  HISTORY     - 1933     MONUMENTED       CGS
 NN0275
 NN0275                          STATION DESCRIPTION
 NN0275
 NN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0275'5.7 MI SE FROM SPENCER.
 NN0275'IN HOLT COUNTY, 5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0275'SPENCER, BOYD COUNTY, AT THE WEST SIDE OF THE BRIDGE OVER NIOBRARA
 NN0275'RIVER, AND IN THE TOP OF THE SOUTH CONCRETE PIER OF THE TRUSS.
 NN0275'A STANDARD DISK, STAMPED 1496.119 P 19 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0197 ***********************************************************************
 NN0197  DESIGNATION -  P 2 MAGNETIC STATION
 NN0197  PID         -  NN0197
 NN0197  STATE/COUNTY-  NE/HOLT
 NN0197  COUNTRY     -  US
 NN0197  USGS QUAD   -  O'NEILL (2017)
 NN0197
 NN0197                         *CURRENT SURVEY CONTROL
 NN0197  ______________________________________________________________________
 NN0197* NAD 83(1986) POSITION- 42 27 34.     (N) 098 38 51.     (W)   SCALED
 NN0197* NAVD 88 ORTHO HEIGHT -   609.726 (meters)     2000.41  (feet) ADJUSTED
 NN0197  ______________________________________________________________________
 NN0197  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 NN0197  DYNAMIC HEIGHT  -        609.498 (meters)     1999.66  (feet) COMP
 NN0197  MODELED GRAVITY -    980,227.9   (mgal)                       NAVD 88
 NN0197
 NN0197  VERT ORDER      -  FIRST     CLASS II
 NN0197
 NN0197.The horizontal coordinates were scaled from a map and have
 NN0197.an estimated accuracy of +/- 6 seconds.
 NN0197
 NN0197.The orthometric height was determined by differential leveling and
 NN0197.adjusted by the NATIONAL GEODETIC SURVEY
 NN0197.in June 1991.
 NN0197
 NN0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0197.GEOID18 height accuracy estimate available here.
 NN0197
 NN0197.Click photographs - Photos may exist for this station.
 NN0197
 NN0197.The dynamic height is computed by dividing the NAVD 88
 NN0197.geopotential number by the normal gravity value computed on the
 NN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0197.degrees latitude (g = 980.6199 gals.).
 NN0197
 NN0197.The modeled gravity was interpolated from observed gravity values.
 NN0197
 NN0197;                    North         East    Units  Estimated Accuracy
 NN0197;SPC NE       -   292,450.      611,220.      MT  (+/- 180 meters Scaled)
 NN0197
 NN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN289008(NAD 83)
 NN0197
 NN0197                          SUPERSEDED SURVEY CONTROL
 NN0197
 NN0197  NGVD 29 (??/??/92)  609.533  (m)         1999.78   (f) ADJ UNCH    1 2
 NN0197
 NN0197.Superseded values are not recommended for survey control.
 NN0197
 NN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0197.See file dsdata.pdf to determine how the superseded data were derived.
 NN0197
 NN0197_MARKER: DB = BENCH MARK DISK
 NN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0197_MARK LOGO: CGS
 NN0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0197+STABILITY: SURFACE MOTION
 NN0197
 NN0197  HISTORY     - Date     Condition        Report By
 NN0197  HISTORY     - 1901     MONUMENTED       CGS
 NN0197  HISTORY     - 1946     GOOD             CGS
 NN0197  HISTORY     - 19981018 GOOD             LOCSUR
 NN0197
 NN0197                          STATION DESCRIPTION
 NN0197
 NN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0197'AT O NEILL.
 NN0197'AT O NEILL, HOLT COUNTY, AT THE COUNTY COURTHOUSE, AT THE WEST
 NN0197'ENTRANCE, 57 FEET EAST OF THE EAST CURB OF A STREET, 53 FEET
 NN0197'WEST OF THE SOUTHWEST CORNER OF A CONCRETE-BLOCK BUILDING
 NN0197'SOUTH OF THE COURTHOUSE, 9 FEET WEST OF THE FLAGPOLE, 4.5 FEET
 NN0197'WEST OF THE SOUTH END OF THE BOTTOM STEP AT THE ENTRANCE, AND
 NN0197'SURROUNDED BY THE ENTRANCE WALK.  A SMALL HOLE SURROUNDED BY
 NN0197'THE LETTERS USC AND GS IN THE TOP OF A LIMESTONE POST.
 NN0197
 NN0197                          STATION RECOVERY (1998)
 NN0197
 NN0197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (JFP)
 NN0197'STATION IS LOCATED AT THE WEST ENTRANCE TO THE HOLT COUNTY COURTHOUSE
 NN0197'IN ONEILL.  COURTHOUSE IS LOCATED ONE BLOCK NORTH OF THE INTERSECTION
 NN0197'OF HIGHWAY 281 AND HIGHWAY 20 (ALSO KNOWN AS FOURTH AND MAIN STREET) ,
 NN0197'53.3 FEET (16.2 M) EAST OF THE EAST CURB OF FOURTH STREET, 11.0 FEET
 NN0197'(3.4 M) SOUTH OF THE CENTER OF THE STEPS LEADIDNG TO THE COURTHOUSE
 NN0197'WEST MAIN ENTRANCE, 6 FEET (1.8 M) WEST OF THE BOTTOM OF THE MAIN
 NN0197'ENTRANCE STEPS, 74.5 FEET (22.7 M) NORTH-NORTHWEST FROM A FLAGPOLE, 35
 NN0197'FEET (10.7 M) NORTH FROM THE PROLONGATION OF THE SOUTH EDGE OF THE
 NN0197'COURTHOUSE BUILDING, 6.4 FEET (2.0 M) NORTHEAST OF THE NORTHEAST FACE
 NN0197'OF A 18 INCH DIAMETER SPRUCE TREE.  STATION IS SET IN THE CONCRETE
 NN0197'WALK EVEN WITH THE SURFACE AND IS A 5 1/4 INCH SQUARE STONE POST
 NN0197'(POSSIBLY WHITE MARBLE) WITH A DRILL HOLE IN THE CENTER SURROUNDED BY
 NN0197'THE LETTERS USCGS.  THE LETTER US AND THE AMPERSAND ARE ALMOST
 NN0197'COMPLETELY WORN OFF ON THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0167 ***********************************************************************
 NO0167  DESIGNATION -  P 20
 NO0167  PID         -  NO0167
 NO0167  STATE/COUNTY-  NE/CHERRY
 NO0167  COUNTRY     -  US
 NO0167  USGS QUAD   -  ELL LAKE (2017)
 NO0167
 NO0167                         *CURRENT SURVEY CONTROL
 NO0167  ______________________________________________________________________
 NO0167* NAD 83(1986) POSITION- 42 42 38.65   (N) 100 37 08.12   (W)   HD_HELD1
 NO0167* NAVD 88 ORTHO HEIGHT -   860.049 (meters)     2821.68  (feet) ADJUSTED
 NO0167  ______________________________________________________________________
 NO0167  GEOID HEIGHT    -        -21.492 (meters)                     GEOID18
 NO0167  DYNAMIC HEIGHT  -        859.677 (meters)     2820.46  (feet) COMP
 NO0167  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 NO0167
 NO0167  VERT ORDER      -  FIRST     CLASS II
 NO0167
 NO0167.The horizontal coordinates were determined by differentially corrected
 NO0167.hand held GPS observations or other comparable positioning techniques
 NO0167.and have an estimated accuracy of +/- 3 meters.
 NO0167
 NO0167.The orthometric height was determined by differential leveling and
 NO0167.adjusted by the NATIONAL GEODETIC SURVEY
 NO0167.in June 1991.
 NO0167
 NO0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0167.GEOID18 height accuracy estimate available here.
 NO0167
 NO0167.Click photographs - Photos may exist for this station.
 NO0167
 NO0167.The dynamic height is computed by dividing the NAVD 88
 NO0167.geopotential number by the normal gravity value computed on the
 NO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0167.degrees latitude (g = 980.6199 gals.).
 NO0167
 NO0167.The modeled gravity was interpolated from observed gravity values.
 NO0167
 NO0167;                    North         East    Units  Estimated Accuracy
 NO0167;SPC NE       -   319,670.4     449,302.9     MT  (+/- 3 meters HH1 GPS) 
 NO0167
 NO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6742529963(NAD 83)
 NO0167
 NO0167                          SUPERSEDED SURVEY CONTROL
 NO0167
 NO0167  NGVD 29 (??/??/92)  859.752  (m)         2820.70   (f) ADJ UNCH    1 2
 NO0167
 NO0167.Superseded values are not recommended for survey control.
 NO0167
 NO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0167.See file dsdata.pdf to determine how the superseded data were derived.
 NO0167
 NO0167_MARKER: DB = BENCH MARK DISK
 NO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0167_STAMPING: 2820.703 P 20 1933
 NO0167_MARK LOGO: CGS
 NO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0167+STABILITY: SURFACE MOTION
 NO0167
 NO0167  HISTORY     - Date     Condition        Report By
 NO0167  HISTORY     - 1933     MONUMENTED       CGS
 NO0167  HISTORY     - 1934     GOOD             CGS
 NO0167  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0167
 NO0167                          STATION DESCRIPTION
 NO0167
 NO0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0167'16.9 MI SW FROM VALENTINE.
 NO0167'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0167'VALENTINE, CHERRY COUNTY, THENCE 9.7 MILES SOUTHWEST ALONG A
 NO0167'DIRT ROAD, 0.5 MILE NORTH OF THE SOUTH ENTRANCE TO THE VALENTINE
 NO0167'FISH HATCHERY SUBSTATION, ABOUT 200 FEET SOUTHEAST OF THE FOREMANS
 NO0167'RESIDENCE, 65 FEET SOUTH OF THE ENTRANCE DRIVE, 45 FEET WEST OF
 NO0167'THE CENTERLINE OF THE ROAD, 35 FEET EAST OF A CREEK, AND 9 FEET
 NO0167'EAST OF A SMALL TWO-BOLED TREE.  A STANDARD DISK, STAMPED
 NO0167'2820.703 P 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0167'PROJECTING 2 INCHES ABOVE GROUND.
 NO0167
 NO0167                          STATION RECOVERY (1984)
 NO0167
 NO0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0051 ***********************************************************************
 LJ0051  DESIGNATION -  P 200
 LJ0051  PID         -  LJ0051
 LJ0051  STATE/COUNTY-  NE/FURNAS
 LJ0051  COUNTRY     -  US
 LJ0051  USGS QUAD   -  WILSONVILLE (2017)
 LJ0051
 LJ0051                         *CURRENT SURVEY CONTROL
 LJ0051  ______________________________________________________________________
 LJ0051* NAD 83(1986) POSITION- 40 06 39.64   (N) 100 06 24.44   (W)   HD_HELD1
 LJ0051* NAVD 88 ORTHO HEIGHT -   702.457 (meters)     2304.64  (feet) ADJUSTED
 LJ0051  ______________________________________________________________________
 LJ0051  GEOID HEIGHT    -        -24.502 (meters)                     GEOID18
 LJ0051  DYNAMIC HEIGHT  -        701.996 (meters)     2303.13  (feet) COMP
 LJ0051  MODELED GRAVITY -    979,946.8   (mgal)                       NAVD 88
 LJ0051
 LJ0051  VERT ORDER      -  SECOND    CLASS 0
 LJ0051
 LJ0051.The horizontal coordinates were determined by differentially corrected
 LJ0051.hand held GPS observations or other comparable positioning techniques
 LJ0051.and have an estimated accuracy of +/- 3 meters.
 LJ0051
 LJ0051.The orthometric height was determined by differential leveling and
 LJ0051.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0051.in June 1991.
 LJ0051
 LJ0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0051.GEOID18 height accuracy estimate available here.
 LJ0051
 LJ0051.Click photographs - Photos may exist for this station.
 LJ0051
 LJ0051.The dynamic height is computed by dividing the NAVD 88
 LJ0051.geopotential number by the normal gravity value computed on the
 LJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0051.degrees latitude (g = 980.6199 gals.).
 LJ0051
 LJ0051.The modeled gravity was interpolated from observed gravity values.
 LJ0051
 LJ0051;                    North         East    Units  Estimated Accuracy
 LJ0051;SPC NE       -    30,837.7     490,896.1     MT  (+/- 3 meters HH1 GPS) 
 LJ0051
 LJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0567640665(NAD 83)
 LJ0051
 LJ0051                          SUPERSEDED SURVEY CONTROL
 LJ0051
 LJ0051  NGVD 29 (??/??/92)  702.177  (m)         2303.73   (f) ADJ UNCH    2 0
 LJ0051
 LJ0051.Superseded values are not recommended for survey control.
 LJ0051
 LJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0051.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0051
 LJ0051_MARKER: DB = BENCH MARK DISK
 LJ0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0051_SP_SET: BUILDING WALL
 LJ0051_STAMPING: P 200 1934
 LJ0051_MARK LOGO: CGS
 LJ0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0051
 LJ0051  HISTORY     - Date     Condition        Report By
 LJ0051  HISTORY     - 1934     MONUMENTED       CGS
 LJ0051
 LJ0051                          STATION DESCRIPTION
 LJ0051
 LJ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0051'AT WILSONVILLE.
 LJ0051'AT WILSONVILLE 200 FEET NORTH OF BURLINGTON RAILROAD STATION,
 LJ0051'3 FEET EAST OF THE SOUTHWEST CORNER OF BRICK BUILDING OCCUPIED
 LJ0051'BY CO. PO. MERCANTILE COMPANY, 4 FEET ABOVE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0314 ***********************************************************************
 LG0314  DESIGNATION -  P 207
 LG0314  PID         -  LG0314
 LG0314  STATE/COUNTY-  NE/LANCASTER
 LG0314  COUNTRY     -  US
 LG0314  USGS QUAD   -  LINCOLN (2017)
 LG0314
 LG0314                         *CURRENT SURVEY CONTROL
 LG0314  ______________________________________________________________________
 LG0314* NAD 83(1986) POSITION- 40 47 40.     (N) 096 43 48.     (W)   SCALED
 LG0314* NAVD 88 ORTHO HEIGHT -   350.000 (meters)     1148.29  (feet) ADJUSTED
 LG0314  ______________________________________________________________________
 LG0314  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 LG0314  DYNAMIC HEIGHT  -        349.844 (meters)     1147.78  (feet) COMP
 LG0314  MODELED GRAVITY -    980,168.6   (mgal)                       NAVD 88
 LG0314
 LG0314  VERT ORDER      -  FIRST     CLASS II
 LG0314
 LG0314.The horizontal coordinates were scaled from a map and have
 LG0314.an estimated accuracy of +/- 6 seconds.
 LG0314
 LG0314.The orthometric height was determined by differential leveling and
 LG0314.adjusted by the NATIONAL GEODETIC SURVEY
 LG0314.in June 1991.
 LG0314
 LG0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0314.GEOID18 height accuracy estimate available here.
 LG0314
 LG0314.Click photographs - Photos may exist for this station.
 LG0314
 LG0314.The dynamic height is computed by dividing the NAVD 88
 LG0314.geopotential number by the normal gravity value computed on the
 LG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0314.degrees latitude (g = 980.6199 gals.).
 LG0314
 LG0314.The modeled gravity was interpolated from observed gravity values.
 LG0314
 LG0314;                    North         East    Units  Estimated Accuracy
 LG0314;SPC NE       -   111,930.      775,840.      MT  (+/- 180 meters Scaled)
 LG0314
 LG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL915184(NAD 83)
 LG0314
 LG0314                          SUPERSEDED SURVEY CONTROL
 LG0314
 LG0314  NGVD 29 (??/??/92)  349.899  (m)         1147.96   (f) ADJ UNCH    1 2
 LG0314
 LG0314.Superseded values are not recommended for survey control.
 LG0314
 LG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0314.See file dsdata.pdf to determine how the superseded data were derived.
 LG0314
 LG0314_MARKER: DB = BENCH MARK DISK
 LG0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0314_STAMPING: P 207 1940
 LG0314_MARK LOGO: CGS
 LG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0314+STABILITY: SURFACE MOTION
 LG0314
 LG0314  HISTORY     - Date     Condition        Report By
 LG0314  HISTORY     - 1940     MONUMENTED       CGS
 LG0314  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0314
 LG0314                          STATION DESCRIPTION
 LG0314
 LG0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0314'1.7 MI SW FROM LINCOLN.
 LG0314'1.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0314'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 279
 LG0314'FEET NORTHEAST OF A DIRT-ROAD CROSSING, 99 FEET NORTHWEST OF THE
 LG0314'CENTERLINE OF THE MAIN TRACK, 80 FEET EAST OF THE CENTERLINE
 LG0314'OF THE ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 LG0314'2.8 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0314'DISK, STAMPED P 207 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0314'PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0314
 LG0314                          STATION RECOVERY (1991)
 LG0314
 LG0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0314'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0450 ***********************************************************************
 LG0450  DESIGNATION -  P 209 RESET
 LG0450  PID         -  LG0450
 LG0450  STATE/COUNTY-  NE/SALINE
 LG0450  COUNTRY     -  US
 LG0450  USGS QUAD   -  FRIEND (2017)
 LG0450
 LG0450                         *CURRENT SURVEY CONTROL
 LG0450  ______________________________________________________________________
 LG0450* NAD 83(1986) POSITION- 40 39 02.     (N) 097 21 34.     (W)   SCALED
 LG0450* NAVD 88 ORTHO HEIGHT -   473.371 (meters)     1553.05  (feet) ADJUSTED
 LG0450  ______________________________________________________________________
 LG0450  GEOID HEIGHT    -        -26.850 (meters)                     GEOID18
 LG0450  DYNAMIC HEIGHT  -        473.112 (meters)     1552.20  (feet) COMP
 LG0450  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 LG0450
 LG0450  VERT ORDER      -  FIRST     CLASS II
 LG0450
 LG0450.The horizontal coordinates were scaled from a map and have
 LG0450.an estimated accuracy of +/- 6 seconds.
 LG0450
 LG0450.The orthometric height was determined by differential leveling and
 LG0450.adjusted by the NATIONAL GEODETIC SURVEY
 LG0450.in May 1993.
 LG0450
 LG0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0450.GEOID18 height accuracy estimate available here.
 LG0450
 LG0450.Click photographs - Photos may exist for this station.
 LG0450
 LG0450.The dynamic height is computed by dividing the NAVD 88
 LG0450.geopotential number by the normal gravity value computed on the
 LG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0450.degrees latitude (g = 980.6199 gals.).
 LG0450
 LG0450.The modeled gravity was interpolated from observed gravity values.
 LG0450
 LG0450;                    North         East    Units  Estimated Accuracy
 LG0450;SPC NE       -    94,150.      723,250.      MT  (+/- 180 meters Scaled)
 LG0450
 LG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL387012(NAD 83)
 LG0450
 LG0450                          SUPERSEDED SURVEY CONTROL
 LG0450
 LG0450  NGVD 29 (??/??/??)  473.23   (m)         1552.6    (f) RESET       3  
 LG0450
 LG0450.Superseded values are not recommended for survey control.
 LG0450
 LG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0450.See file dsdata.pdf to determine how the superseded data were derived.
 LG0450
 LG0450_MARKER: DB = BENCH MARK DISK
 LG0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0450_SP_SET: WINGWALL
 LG0450_STAMPING: P 209 RESET 1961
 LG0450_MARK LOGO: CGS
 LG0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0450+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0450
 LG0450  HISTORY     - Date     Condition        Report By
 LG0450  HISTORY     - 1961     MONUMENTED       CGS
 LG0450  HISTORY     - 19911008 GOOD             NGS
 LG0450  HISTORY     - 20190820 MARK NOT FOUND   NEGS
 LG0450
 LG0450                          STATION DESCRIPTION
 LG0450
 LG0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0450'3.8 MI W FROM FRIEND.
 LG0450'THIS MARK IS LOCATED 3.8 MILES WEST ALONG THE CHIAGO, BURLINGTON
 LG0450'AND QUINCY RAILROAD FROM THE STATION AT FRIEND, 150 FEET
 LG0450'SOUTHWEST OF MILEPOST 101, 125 FEET SOUTH OF THE CENTERLINE OF
 LG0450'THE TRACK, 19 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0450'AT A CONCRETE HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTHEAST
 LG0450'WING WALL.
 LG0450
 LG0450                          STATION RECOVERY (1991)
 LG0450
 LG0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0450'20.4 KM (12.65 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0450'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 1.2 M (3.9 FT)
 LG0450'SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL OF
 LG0450'A HIGHWAY BRIDGE SPANNING A CREEK, AND 6.1 M (20.0 FT) NORTH OF AND
 LG0450'LEVEL WITH THE HIGHWAY CENTERLINE.
 LG0450
 LG0450                          STATION RECOVERY (2019)
 LG0450
 LG0450'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0450'MARK NOT FOUND DUE TO THE CONSTRUCTION OF A NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0238 ***********************************************************************
 NO0238  DESIGNATION -  P 21
 NO0238  PID         -  NO0238
 NO0238  STATE/COUNTY-  NE/CHERRY
 NO0238  COUNTRY     -  US
 NO0238  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0238
 NO0238                         *CURRENT SURVEY CONTROL
 NO0238  ______________________________________________________________________
 NO0238* NAD 83(1986) POSITION- 42 16 56.55   (N) 101 01 56.77   (W)   HD_HELD1
 NO0238* NAVD 88 ORTHO HEIGHT -   981.845 (meters)     3221.27  (feet) ADJUSTED
 NO0238  ______________________________________________________________________
 NO0238  GEOID HEIGHT    -        -20.488 (meters)                     GEOID18
 NO0238  DYNAMIC HEIGHT  -        981.351 (meters)     3219.65  (feet) COMP
 NO0238  MODELED GRAVITY -    980,085.4   (mgal)                       NAVD 88
 NO0238
 NO0238  VERT ORDER      -  FIRST     CLASS II
 NO0238
 NO0238.The horizontal coordinates were determined by differentially corrected
 NO0238.hand held GPS observations or other comparable positioning techniques
 NO0238.and have an estimated accuracy of +/- 3 meters.
 NO0238
 NO0238.The orthometric height was determined by differential leveling and
 NO0238.adjusted by the NATIONAL GEODETIC SURVEY
 NO0238.in June 1991.
 NO0238
 NO0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0238.GEOID18 height accuracy estimate available here.
 NO0238
 NO0238.Click photographs - Photos may exist for this station.
 NO0238
 NO0238.The dynamic height is computed by dividing the NAVD 88
 NO0238.geopotential number by the normal gravity value computed on the
 NO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0238.degrees latitude (g = 980.6199 gals.).
 NO0238
 NO0238.The modeled gravity was interpolated from observed gravity values.
 NO0238
 NO0238;                    North         East    Units  Estimated Accuracy
 NO0238;SPC NE       -   272,422.7     414,864.4     MT  (+/- 3 meters HH1 GPS) 
 NO0238
 NO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3242183128(NAD 83)
 NO0238
 NO0238                          SUPERSEDED SURVEY CONTROL
 NO0238
 NO0238  NGVD 29 (02/14/92)  981.523  (m)         3220.21   (f) ADJUSTED    1 2
 NO0238  NGVD 29 (??/??/87)  981.509  (m)         3220.17   (f) SUPERSEDED  1 2
 NO0238
 NO0238.Superseded values are not recommended for survey control.
 NO0238
 NO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0238.See file dsdata.pdf to determine how the superseded data were derived.
 NO0238
 NO0238_MARKER: DB = BENCH MARK DISK
 NO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0238_STAMPING: P 21 1933 3220.167
 NO0238_MARK LOGO: CGS
 NO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0238+STABILITY: SURFACE MOTION
 NO0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0238+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 NO0238
 NO0238  HISTORY     - Date     Condition        Report By
 NO0238  HISTORY     - 1933     MONUMENTED       CGS
 NO0238  HISTORY     - 1934     GOOD             CGS
 NO0238  HISTORY     - 1983     GOOD
 NO0238  HISTORY     - 19850918 GOOD             USPSQD
 NO0238  HISTORY     - 19910813 GOOD             NGS
 NO0238
 NO0238                          STATION DESCRIPTION
 NO0238
 NO0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0238'16.8 MI N FROM MULLEN.
 NO0238'IN CHERRY COUNTY, 16.8 MILES NORTH ALONG A DIRT ROAD FROM MULLEN
 NO0238'HOOKER COUNTY, IN SECTION 27, T 27 N, R 32 W, 70 FEET EAST
 NO0238'OF THE ALBERT JOHNSON RANCHHOUSE, 60 FEET WEST OF THE ROAD,
 NO0238'AND 10 FEET EAST OF THE GATE TO A CHICKEN YARD.  A STANDARD
 NO0238'DISK, STAMPED 3220.167 P 21 1933 AND SET IN THE TOP OF A
 NO0238'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0238
 NO0238                          STATION RECOVERY (1934)
 NO0238
 NO0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0238'RECOVERED IN GOOD CONDITION.
 NO0238
 NO0238                          STATION RECOVERY (1983)
 NO0238
 NO0238'RECOVERED 1983
 NO0238'60' WEST OF THE ROAD. 5.0' WEST OF GARAGE, 4.0' SOUTH OF N.W. CORNER
 NO0238'OF GARAGE, 198 1.8' SOUTH OF WELL.
 NO0238
 NO0238                          STATION RECOVERY (1985)
 NO0238
 NO0238'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0238'RECOVERED IN GOOD CONDITION.
 NO0238
 NO0238                          STATION RECOVERY (1991)
 NO0238
 NO0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0238'27.5 KM (17.10 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0238'OF STATE HIGHWAY 2 IN MULLEN, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 NO0238'A PAVED DRIVEWAY, 99.0 M (324.8 FT) SOUTH OF THE CENTER OF THE
 NO0238'DRIVEWAY, 13.4 M (44.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 NO0238'A HOUSE, 10.1 M (33.1 FT) NORTHEAST OF A UTILITY POLE WITH A METER
 NO0238'BOX AND YARD LIGHT ATTACHED, 2.0 M (6.6 FT) SOUTH OF A WITNESS POST
 NO0238'AND THE NORTHWEST CORNER OF A 3 CAR GARAGE, AND THE MONUMENT IS
 NO0238'RECESSED 0.01 M (0.03 FT) BELOW THE GROUND SURFACE.  NOTE--THE
 NO0238'MONUMENT IS ON THE PROPERTY OWNED BY THE STARR RANCH.  CONTACT--STEVE
 NO0238'DENT, HC 1, BOX 26, MULLEN, NE 69152, TELEPHONE NUMBER (308)
 NO0238'546-2665.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1220 ***********************************************************************
 MK1220  DESIGNATION -  P 210
 MK1220  PID         -  MK1220
 MK1220  STATE/COUNTY-  NE/PLATTE
 MK1220  COUNTRY     -  US
 MK1220  USGS QUAD   -  DUNCAN (2017)
 MK1220
 MK1220                         *CURRENT SURVEY CONTROL
 MK1220  ______________________________________________________________________
 MK1220* NAD 83(1986) POSITION- 41 23 22.     (N) 097 29 26.     (W)   SCALED
 MK1220* NAVD 88 ORTHO HEIGHT -   453.681 (meters)     1488.45  (feet) ADJUSTED
 MK1220  ______________________________________________________________________
 MK1220  GEOID HEIGHT    -        -25.328 (meters)                     GEOID18
 MK1220  DYNAMIC HEIGHT  -        453.480 (meters)     1487.79  (feet) COMP
 MK1220  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 MK1220
 MK1220  VERT ORDER      -  FIRST     CLASS II
 MK1220
 MK1220.The horizontal coordinates were scaled from a map and have
 MK1220.an estimated accuracy of +/- 6 seconds.
 MK1220
 MK1220.The orthometric height was determined by differential leveling and
 MK1220.adjusted by the NATIONAL GEODETIC SURVEY
 MK1220.in June 1991.
 MK1220
 MK1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1220.GEOID18 height accuracy estimate available here.
 MK1220
 MK1220.Click photographs - Photos may exist for this station.
 MK1220
 MK1220.The dynamic height is computed by dividing the NAVD 88
 MK1220.geopotential number by the normal gravity value computed on the
 MK1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1220.degrees latitude (g = 980.6199 gals.).
 MK1220
 MK1220.The modeled gravity was interpolated from observed gravity values.
 MK1220
 MK1220;                    North         East    Units  Estimated Accuracy
 MK1220;SPC NE       -   175,810.      709,780.      MT  (+/- 180 meters Scaled)
 MK1220
 MK1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL261830(NAD 83)
 MK1220
 MK1220                          SUPERSEDED SURVEY CONTROL
 MK1220
 MK1220  NGVD 29 (??/??/92)  453.492  (m)         1487.83   (f) ADJ UNCH    1 2
 MK1220
 MK1220.Superseded values are not recommended for survey control.
 MK1220
 MK1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1220.See file dsdata.pdf to determine how the superseded data were derived.
 MK1220
 MK1220_MARKER: DB = BENCH MARK DISK
 MK1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1220_STAMPING: P 210 1940
 MK1220_MARK LOGO: CGS
 MK1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1220+STABILITY: SURFACE MOTION
 MK1220
 MK1220  HISTORY     - Date     Condition        Report By
 MK1220  HISTORY     - 1940     MONUMENTED       CGS
 MK1220  HISTORY     - 1950     GOOD             CGS
 MK1220
 MK1220                          STATION DESCRIPTION
 MK1220
 MK1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1220'0.2 MI NE FROM DUNCAN.
 MK1220'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1220'125 FEET NORTHWEST OF MILEPOST NO. 92, 107 FEET NORTH OF CENTERLINE
 MK1220'OF HIGHWAY, 100 FEET SOUTHEAST OF SWITCH STAND, 69 FEET SOUTH
 MK1220'OF CENTERLINE OF SOUTH MAIN TRACK, 3.0 FEET NORTH OF 4 X 4
 MK1220'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1220'0.5 FOOT.
 MK1220
 MK1220                          STATION RECOVERY (1950)
 MK1220
 MK1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1221 ***********************************************************************
 MK1221  DESIGNATION -  P 210 RESET
 MK1221  PID         -  MK1221
 MK1221  STATE/COUNTY-  NE/PLATTE
 MK1221  COUNTRY     -  US
 MK1221  USGS QUAD   -  DUNCAN (2017)
 MK1221
 MK1221                         *CURRENT SURVEY CONTROL
 MK1221  ______________________________________________________________________
 MK1221* NAD 83(1986) POSITION- 41 23 22.     (N) 097 29 26.     (W)   SCALED
 MK1221* NAVD 88 ORTHO HEIGHT -   454.22  (meters)     1490.2   (feet) RESET
 MK1221  ______________________________________________________________________
 MK1221  GEOID HEIGHT    -        -25.328 (meters)                     GEOID18
 MK1221  VERT ORDER      -  THIRD
 MK1221
 MK1221.The horizontal coordinates were scaled from a map and have
 MK1221.an estimated accuracy of +/- 6 seconds.
 MK1221
 MK1221.The orthometric height was computed from unverified reset data.
 MK1221
 MK1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1221.GEOID18 height accuracy estimate available here.
 MK1221
 MK1221.Click photographs - Photos may exist for this station.
 MK1221
 MK1221;                    North         East    Units  Estimated Accuracy
 MK1221;SPC NE       -   175,810.      709,780.      MT  (+/- 180 meters Scaled)
 MK1221
 MK1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL261830(NAD 83)
 MK1221
 MK1221                          SUPERSEDED SURVEY CONTROL
 MK1221
 MK1221.No superseded survey control is available for this station.
 MK1221
 MK1221_MARKER: DB = BENCH MARK DISK
 MK1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1221_SP_SET: BASE PLATE
 MK1221_STAMPING: P 210 RESET 1970
 MK1221_MARK LOGO: CGS
 MK1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1221
 MK1221  HISTORY     - Date     Condition        Report By
 MK1221  HISTORY     - 1970     MONUMENTED       NEDR
 MK1221
 MK1221                          STATION DESCRIPTION
 MK1221
 MK1221'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1970
 MK1221'0.2 MI NE FROM DUNCAN.
 MK1221'ABOUT 0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 MK1221'FROM THE STATION AT DUNCAN, 77.45 FEET NORTHWEST OF THE CENTER
 MK1221'LINE OF U.S. HIGHWAY 30, 99.6 FEET SOUTHEAST OF THE SOUTHEAST
 MK1221'CORNER OF THE BASE PLATE OF A SWITCH STAND, 89.55 FEET SOUTHEAST
 MK1221'OF THE SOUTHEAST RAILROAD TRACKS, 3 FEET EAST OF A WITNESS
 MK1221'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1380 ***********************************************************************
 MK1380  DESIGNATION -  P 211
 MK1380  PID         -  MK1380
 MK1380  STATE/COUNTY-  NE/MERRICK
 MK1380  COUNTRY     -  US
 MK1380  USGS QUAD   -  CLARKS (2017)
 MK1380
 MK1380                         *CURRENT SURVEY CONTROL
 MK1380  ______________________________________________________________________
 MK1380* NAD 83(1986) POSITION- 41 13 51.     (N) 097 48 36.     (W)   SCALED
 MK1380* NAVD 88 ORTHO HEIGHT -   490.816 (meters)     1610.29  (feet) ADJUSTED
 MK1380  ______________________________________________________________________
 MK1380  GEOID HEIGHT    -        -25.297 (meters)                     GEOID18
 MK1380  DYNAMIC HEIGHT  -        490.582 (meters)     1609.52  (feet) COMP
 MK1380  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 MK1380
 MK1380  VERT ORDER      -  FIRST     CLASS II
 MK1380
 MK1380.The horizontal coordinates were scaled from a map and have
 MK1380.an estimated accuracy of +/- 6 seconds.
 MK1380
 MK1380.The orthometric height was determined by differential leveling and
 MK1380.adjusted by the NATIONAL GEODETIC SURVEY
 MK1380.in June 1991.
 MK1380
 MK1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1380.GEOID18 height accuracy estimate available here.
 MK1380
 MK1380.Click photographs - Photos may exist for this station.
 MK1380
 MK1380.The dynamic height is computed by dividing the NAVD 88
 MK1380.geopotential number by the normal gravity value computed on the
 MK1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1380.degrees latitude (g = 980.6199 gals.).
 MK1380
 MK1380.The modeled gravity was interpolated from observed gravity values.
 MK1380
 MK1380;                    North         East    Units  Estimated Accuracy
 MK1380;SPC NE       -   157,480.      683,530.      MT  (+/- 180 meters Scaled)
 MK1380
 MK1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL997650(NAD 83)
 MK1380
 MK1380                          SUPERSEDED SURVEY CONTROL
 MK1380
 MK1380  NGVD 29 (??/??/92)  490.608  (m)         1609.60   (f) ADJ UNCH    1 2
 MK1380
 MK1380.Superseded values are not recommended for survey control.
 MK1380
 MK1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1380.See file dsdata.pdf to determine how the superseded data were derived.
 MK1380
 MK1380_MARKER: DB = BENCH MARK DISK
 MK1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1380_STAMPING: P 211 1940
 MK1380_MARK LOGO: CGS
 MK1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1380+STABILITY: SURFACE MOTION
 MK1380
 MK1380  HISTORY     - Date     Condition        Report By
 MK1380  HISTORY     - 1940     MONUMENTED       CGS
 MK1380
 MK1380                          STATION DESCRIPTION
 MK1380
 MK1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1380'1.6 MI NE FROM CLARKS.
 MK1380'1.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1380'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO.
 MK1380'30, 55 FEET NORTH OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1380'CENTERLINE OF THE SOUTH MAIN TRACK, 18 FEET NORTHEAST OF MILEPOST
 MK1380'NO. 112, 2.6 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1380'PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1380'PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1152 ***********************************************************************
 MK1152  DESIGNATION -  P 212
 MK1152  PID         -  MK1152
 MK1152  STATE/COUNTY-  NE/MADISON
 MK1152  COUNTRY     -  US
 MK1152  USGS QUAD   -  ENOLA (2017)
 MK1152
 MK1152                         *CURRENT SURVEY CONTROL
 MK1152  ______________________________________________________________________
 MK1152* NAD 83(1986) POSITION- 41 56 55.     (N) 097 26 58.     (W)   SCALED
 MK1152* NAVD 88 ORTHO HEIGHT -   497.282 (meters)     1631.50  (feet) ADJUSTED
 MK1152  ______________________________________________________________________
 MK1152  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 MK1152  DYNAMIC HEIGHT  -        497.085 (meters)     1630.85  (feet) COMP
 MK1152  MODELED GRAVITY -    980,210.1   (mgal)                       NAVD 88
 MK1152
 MK1152  VERT ORDER      -  FIRST     CLASS II
 MK1152
 MK1152.The horizontal coordinates were scaled from a map and have
 MK1152.an estimated accuracy of +/- 6 seconds.
 MK1152
 MK1152.The orthometric height was determined by differential leveling and
 MK1152.adjusted by the NATIONAL GEODETIC SURVEY
 MK1152.in June 1991.
 MK1152
 MK1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1152.GEOID18 height accuracy estimate available here.
 MK1152
 MK1152.Click photographs - Photos may exist for this station.
 MK1152
 MK1152.The dynamic height is computed by dividing the NAVD 88
 MK1152.geopotential number by the normal gravity value computed on the
 MK1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1152.degrees latitude (g = 980.6199 gals.).
 MK1152
 MK1152.The modeled gravity was interpolated from observed gravity values.
 MK1152
 MK1152;                    North         East    Units  Estimated Accuracy
 MK1152;SPC NE       -   237,970.      711,390.      MT  (+/- 180 meters Scaled)
 MK1152
 MK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM285452(NAD 83)
 MK1152
 MK1152                          SUPERSEDED SURVEY CONTROL
 MK1152
 MK1152  NGVD 29 (??/??/92)  497.101  (m)         1630.91   (f) ADJ UNCH    1 2
 MK1152
 MK1152.Superseded values are not recommended for survey control.
 MK1152
 MK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1152.See file dsdata.pdf to determine how the superseded data were derived.
 MK1152
 MK1152_MARKER: DB = BENCH MARK DISK
 MK1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1152_STAMPING: P 212 1940
 MK1152_MARK LOGO: CGS
 MK1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1152+STABILITY: SURFACE MOTION
 MK1152
 MK1152  HISTORY     - Date     Condition        Report By
 MK1152  HISTORY     - 1940     MONUMENTED       CGS
 MK1152
 MK1152                          STATION DESCRIPTION
 MK1152
 MK1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1152'6.4 MI SW FROM NORFOLK.
 MK1152'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 98
 MK1152'FEET WEST AND ACROSS THE TRACK FROM MILEPOST NO. 44, 48.5 FEET
 MK1152'WEST OF CENTERLINE OF TRACK, 3.0 FEET SOUTH OF 4X4 INCH
 MK1152'WHITE WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET EAST OF
 MK1152'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1228 ***********************************************************************
 NM1228  DESIGNATION -  P 213
 NM1228  PID         -  NM1228
 NM1228  STATE/COUNTY-  NE/MADISON
 NM1228  COUNTRY     -  US
 NM1228  USGS QUAD   -  NORFOLK (2017)
 NM1228
 NM1228                         *CURRENT SURVEY CONTROL
 NM1228  ______________________________________________________________________
 NM1228* NAD 83(1986) POSITION- 42 01 35.92   (N) 097 24 50.82   (W)   HD_HELD1
 NM1228* NAVD 88 ORTHO HEIGHT -   465.511 (meters)     1527.26  (feet) ADJUSTED
 NM1228  ______________________________________________________________________
 NM1228  GEOID HEIGHT    -        -24.796 (meters)                     GEOID18
 NM1228  DYNAMIC HEIGHT  -        465.329 (meters)     1526.67  (feet) COMP
 NM1228  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 NM1228
 NM1228  VERT ORDER      -  FIRST     CLASS II
 NM1228
 NM1228.The horizontal coordinates were determined by differentially corrected
 NM1228.hand held GPS observations or other comparable positioning techniques
 NM1228.and have an estimated accuracy of +/- 3 meters.
 NM1228
 NM1228.The orthometric height was determined by differential leveling and
 NM1228.adjusted by the NATIONAL GEODETIC SURVEY
 NM1228.in June 1991.
 NM1228
 NM1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1228.GEOID18 height accuracy estimate available here.
 NM1228
 NM1228.Click photographs - Photos may exist for this station.
 NM1228
 NM1228.The dynamic height is computed by dividing the NAVD 88
 NM1228.geopotential number by the normal gravity value computed on the
 NM1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1228.degrees latitude (g = 980.6199 gals.).
 NM1228
 NM1228.The modeled gravity was interpolated from observed gravity values.
 NM1228
 NM1228;                    North         East    Units  Estimated Accuracy
 NM1228;SPC NE       -   246,717.9     714,056.8     MT  (+/- 3 meters HH1 GPS) 
 NM1228
 NM1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3128653951(NAD 83)
 NM1228
 NM1228                          SUPERSEDED SURVEY CONTROL
 NM1228
 NM1228  NGVD 29 (??/??/92)  465.323  (m)         1526.65   (f) ADJ UNCH    1 2
 NM1228
 NM1228.Superseded values are not recommended for survey control.
 NM1228
 NM1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1228.See file dsdata.pdf to determine how the superseded data were derived.
 NM1228
 NM1228_MARKER: DB = BENCH MARK DISK
 NM1228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1228_SP_SET: LANDING
 NM1228_STAMPING: P 213 1940
 NM1228_MARK LOGO: CGS
 NM1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1228+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 NM1228
 NM1228  HISTORY     - Date     Condition        Report By
 NM1228  HISTORY     - 1940     MONUMENTED       CGS
 NM1228  HISTORY     - 1972     GOOD             LOCSUR
 NM1228  HISTORY     - 20140808 GOOD             GEOCAC
 NM1228
 NM1228                          STATION DESCRIPTION
 NM1228
 NM1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1228'AT NORFOLK.
 NM1228'AT NORFOLK, MADISON COUNTY, AT THE NW CORNER OF THE INTERSECTION
 NM1228'OF PASEWALK AVENUE AND FIFTH ST, 160 FT N OF THE CENTER LINE OF
 NM1228'PASEWALK AVE., 95 FT W OF THE CENTER LINE OF FIFTH ST., AT THE
 NM1228'HIGH SCHOOL, 30.3 FT N OF THE SE CORNER OF THE BUILDING, 5.2 FT
 NM1228'S OF THE CENTER LINE OF THE E ENTRANCE, AND IN THE TOP OF THE
 NM1228'S END OF THE STONE LANDING AT THE TOP OF THE STEPS.  A STANDARD
 NM1228'DISK, STAMPED P 213 1940.
 NM1228
 NM1228                          STATION RECOVERY (1972)
 NM1228
 NM1228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1228'RECOVERED IN GOOD CONDITION.
 NM1228
 NM1228                          STATION RECOVERY (2014)
 NM1228
 NM1228'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 NM1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0172 ***********************************************************************
 NP0172  DESIGNATION -  P 214
 NP0172  PID         -  NP0172
 NP0172  STATE/COUNTY-  NE/SHERIDAN
 NP0172  COUNTRY     -  US
 NP0172  USGS QUAD   -  JESSE LAKE (2017)
 NP0172
 NP0172                         *CURRENT SURVEY CONTROL
 NP0172  ______________________________________________________________________
 NP0172* NAD 83(1986) POSITION- 42 04 57.60   (N) 102 42 05.66   (W)   HD_HELD1
 NP0172* NAVD 88 ORTHO HEIGHT -  1191.011 (meters)     3907.51  (feet) ADJUSTED
 NP0172  ______________________________________________________________________
 NP0172  GEOID HEIGHT    -        -18.757 (meters)                     GEOID18
 NP0172  DYNAMIC HEIGHT  -       1190.318 (meters)     3905.24  (feet) COMP
 NP0172  MODELED GRAVITY -    979,998.5   (mgal)                       NAVD 88
 NP0172
 NP0172  VERT ORDER      -  SECOND    CLASS 0
 NP0172
 NP0172.The horizontal coordinates were determined by differentially corrected
 NP0172.hand held GPS observations or other comparable positioning techniques
 NP0172.and have an estimated accuracy of +/- 3 meters.
 NP0172
 NP0172.The orthometric height was determined by differential leveling and
 NP0172.adjusted by the NATIONAL GEODETIC SURVEY
 NP0172.in June 1991.
 NP0172
 NP0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0172.GEOID18 height accuracy estimate available here.
 NP0172
 NP0172.Click photographs - Photos may exist for this station.
 NP0172
 NP0172.The dynamic height is computed by dividing the NAVD 88
 NP0172.geopotential number by the normal gravity value computed on the
 NP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0172.degrees latitude (g = 980.6199 gals.).
 NP0172
 NP0172.The modeled gravity was interpolated from observed gravity values.
 NP0172
 NP0172;                    North         East    Units  Estimated Accuracy
 NP0172;SPC NE       -   253,228.5     276,564.0     MT  (+/- 3 meters HH1 GPS) 
 NP0172
 NP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9010961510(NAD 83)
 NP0172
 NP0172                          SUPERSEDED SURVEY CONTROL
 NP0172
 NP0172  NGVD 29 (??/??/92) 1190.438  (m)         3905.63   (f) ADJ UNCH    2 0
 NP0172
 NP0172.Superseded values are not recommended for survey control.
 NP0172
 NP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0172.See file dsdata.pdf to determine how the superseded data were derived.
 NP0172
 NP0172_MARKER: DB = BENCH MARK DISK
 NP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0172_STAMPING: P 214 1940
 NP0172_MARK LOGO: CGS
 NP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0172+STABILITY: SURFACE MOTION
 NP0172
 NP0172  HISTORY     - Date     Condition        Report By
 NP0172  HISTORY     - 1940     MONUMENTED       CGS
 NP0172
 NP0172                          STATION DESCRIPTION
 NP0172
 NP0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0172'6.2 MI W FROM ANTIOCH.
 NP0172'6.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0172'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 480 FEET SOUTH OF THE
 NP0172'CENTERLINE OF THE TRACK, 90 FEET NORTH OF THE CENTERLINE OF
 NP0172'STATE HIGHWAY 2, SOUTH OF A HANDCAR SET-OFF, 1.0 FOOT NORTH OF
 NP0172'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A 4- BY 4-INCH
 NP0172'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0172'STAMPED P 214 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0172'ABOUT 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0540 ***********************************************************************
 LF0540  DESIGNATION -  P 215
 LF0540  PID         -  LF0540
 LF0540  STATE/COUNTY-  NE/RICHARDSON
 LF0540  COUNTRY     -  US
 LF0540  USGS QUAD   -  HUMBOLDT SE (2017)
 LF0540
 LF0540                         *CURRENT SURVEY CONTROL
 LF0540  ______________________________________________________________________
 LF0540* NAD 83(1986) POSITION- 40 05 58.     (N) 095 45 39.     (W)   SCALED
 LF0540* NAVD 88 ORTHO HEIGHT -   282.272 (meters)      926.09  (feet) ADJUSTED
 LF0540  ______________________________________________________________________
 LF0540  GEOID HEIGHT    -        -30.114 (meters)                     GEOID18
 LF0540  DYNAMIC HEIGHT  -        282.112 (meters)      925.56  (feet) COMP
 LF0540  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 LF0540
 LF0540  VERT ORDER      -  SECOND    CLASS 0
 LF0540
 LF0540.The horizontal coordinates were scaled from a map and have
 LF0540.an estimated accuracy of +/- 6 seconds.
 LF0540
 LF0540.The orthometric height was determined by differential leveling and
 LF0540.adjusted by the NATIONAL GEODETIC SURVEY
 LF0540.in June 1991.
 LF0540
 LF0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0540.GEOID18 height accuracy estimate available here.
 LF0540
 LF0540.Click photographs - Photos may exist for this station.
 LF0540
 LF0540.The dynamic height is computed by dividing the NAVD 88
 LF0540.geopotential number by the normal gravity value computed on the
 LF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0540.degrees latitude (g = 980.6199 gals.).
 LF0540
 LF0540.The modeled gravity was interpolated from observed gravity values.
 LF0540
 LF0540;                    North         East    Units  Estimated Accuracy
 LF0540;SPC NE       -    38,410.      861,310.      MT  (+/- 180 meters Scaled)
 LF0540
 LF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE646424(NAD 83)
 LF0540
 LF0540                          SUPERSEDED SURVEY CONTROL
 LF0540
 LF0540  NGVD 29 (??/??/92)  282.187  (m)          925.81   (f) ADJ UNCH    2 0
 LF0540
 LF0540.Superseded values are not recommended for survey control.
 LF0540
 LF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0540.See file dsdata.pdf to determine how the superseded data were derived.
 LF0540
 LF0540_MARKER: DB = BENCH MARK DISK
 LF0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0540_SP_SET: BRIDGE
 LF0540_STAMPING: P 215 1945
 LF0540_MARK LOGO: CGS
 LF0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0540
 LF0540  HISTORY     - Date     Condition        Report By
 LF0540  HISTORY     - 1945     MONUMENTED       CGS
 LF0540  HISTORY     - 1981     GOOD             LOCSUR
 LF0540
 LF0540                          STATION DESCRIPTION
 LF0540
 LF0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0540'3.2 MI NW FROM SALEM.
 LF0540'3.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0540'RAILROAD FROM THE STATION AT SALEM, 3 POLES NORTHWEST OF MILEPOST
 LF0540'29, AT BRIDGE 29.10, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 LF0540'SOUTHEAST ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LF0540'AND 1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK,
 LF0540'STAMPED P 215 1945.
 LF0540
 LF0540                          STATION RECOVERY (1981)
 LF0540
 LF0540'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0045 ***********************************************************************
 NN0045  DESIGNATION -  P 216
 NN0045  PID         -  NN0045
 NN0045  STATE/COUNTY-  NE/BOYD
 NN0045  COUNTRY     -  US
 NN0045  USGS QUAD   -  MARTY (2017)
 NN0045
 NN0045                         *CURRENT SURVEY CONTROL
 NN0045  ______________________________________________________________________
 NN0045* NAD 83(1986) POSITION- 42 53 50.     (N) 098 22 51.     (W)   SCALED
 NN0045* NAVD 88 ORTHO HEIGHT -   378.056 (meters)     1240.34  (feet) ADJUSTED
 NN0045  ______________________________________________________________________
 NN0045  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 NN0045  DYNAMIC HEIGHT  -        377.925 (meters)     1239.91  (feet) COMP
 NN0045  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 NN0045
 NN0045  VERT ORDER      -  SECOND    CLASS 0
 NN0045
 NN0045.The horizontal coordinates were scaled from a map and have
 NN0045.an estimated accuracy of +/- 6 seconds.
 NN0045
 NN0045.The orthometric height was determined by differential leveling and
 NN0045.adjusted by the NATIONAL GEODETIC SURVEY
 NN0045.in June 1991.
 NN0045
 NN0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0045.GEOID18 height accuracy estimate available here.
 NN0045
 NN0045.Click photographs - Photos may exist for this station.
 NN0045
 NN0045.The dynamic height is computed by dividing the NAVD 88
 NN0045.geopotential number by the normal gravity value computed on the
 NN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0045.degrees latitude (g = 980.6199 gals.).
 NN0045
 NN0045.The modeled gravity was interpolated from observed gravity values.
 NN0045
 NN0045;                    North         East    Units  Estimated Accuracy
 NN0045;SPC NE       -   341,440.      632,240.      MT  (+/- 180 meters Scaled)
 NN0045
 NN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN505495(NAD 83)
 NN0045
 NN0045                          SUPERSEDED SURVEY CONTROL
 NN0045
 NN0045  NGVD 29 (??/??/92)  377.782  (m)         1239.44   (f) ADJ UNCH    2 0
 NN0045
 NN0045.Superseded values are not recommended for survey control.
 NN0045
 NN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0045.See file dsdata.pdf to determine how the superseded data were derived.
 NN0045
 NN0045_MARKER: DB = BENCH MARK DISK
 NN0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0045_STAMPING: P 216 1946
 NN0045_MARK LOGO: CGS
 NN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0045+STABILITY: SURFACE MOTION
 NN0045
 NN0045  HISTORY     - Date     Condition        Report By
 NN0045  HISTORY     - 1946     MONUMENTED       CGS
 NN0045
 NN0045                          STATION DESCRIPTION
 NN0045
 NN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0045'7.5 MI NW FROM MONOWI.
 NN0045'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0045'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0045'NORTH 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3
 NN0045'MILE ALONG A GRADED DIRT ROAD, THENCE NORTHWEST 0.5 MILE
 NN0045'ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A DIRT
 NN0045'ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHWEST CORNER OF A
 NN0045'BARNYARD, 71.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NN0045'BARN, 21.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 NN0045'OF AN EAST-WEST DIRT ROAD, 5.0 FEET SOUTHEAST OF A FENCE CORNER,
 NN0045'1.0 FOOT EAST OF A FENCE, AND 1.0 FOOT NORTH OF A 4 IN X 4 IN
 NN0045'MARKER POST.  A BRONZE DISK STAMPED P 216 1946 AND SET IN THE
 NN0045'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0191 ***********************************************************************
 NN0191  DESIGNATION -  P 217
 NN0191  PID         -  NN0191
 NN0191  STATE/COUNTY-  NE/HOLT
 NN0191  COUNTRY     -  US
 NN0191  USGS QUAD   -  INMAN (2017)
 NN0191
 NN0191                         *CURRENT SURVEY CONTROL
 NN0191  ______________________________________________________________________
 NN0191* NAD 83(1986) POSITION- 42 26 09.     (N) 098 35 18.     (W)   SCALED
 NN0191* NAVD 88 ORTHO HEIGHT -   594.691 (meters)     1951.08  (feet) ADJUSTED
 NN0191  ______________________________________________________________________
 NN0191  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 NN0191  DYNAMIC HEIGHT  -        594.468 (meters)     1950.35  (feet) COMP
 NN0191  MODELED GRAVITY -    980,226.6   (mgal)                       NAVD 88
 NN0191
 NN0191  VERT ORDER      -  FIRST     CLASS II
 NN0191
 NN0191.The horizontal coordinates were scaled from a map and have
 NN0191.an estimated accuracy of +/- 6 seconds.
 NN0191
 NN0191.The orthometric height was determined by differential leveling and
 NN0191.adjusted by the NATIONAL GEODETIC SURVEY
 NN0191.in June 1991.
 NN0191
 NN0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0191.GEOID18 height accuracy estimate available here.
 NN0191
 NN0191.Click photographs - Photos may exist for this station.
 NN0191
 NN0191.The dynamic height is computed by dividing the NAVD 88
 NN0191.geopotential number by the normal gravity value computed on the
 NN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0191.degrees latitude (g = 980.6199 gals.).
 NN0191
 NN0191.The modeled gravity was interpolated from observed gravity values.
 NN0191
 NN0191;                    North         East    Units  Estimated Accuracy
 NN0191;SPC NE       -   289,910.      616,130.      MT  (+/- 180 meters Scaled)
 NN0191
 NN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM338982(NAD 83)
 NN0191
 NN0191                          SUPERSEDED SURVEY CONTROL
 NN0191
 NN0191  NGVD 29 (??/??/92)  594.495  (m)         1950.44   (f) ADJ UNCH    1 2
 NN0191
 NN0191.Superseded values are not recommended for survey control.
 NN0191
 NN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0191.See file dsdata.pdf to determine how the superseded data were derived.
 NN0191
 NN0191_MARKER: DB = BENCH MARK DISK
 NN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0191_STAMPING: P 217 1946
 NN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0191+STABILITY: SURFACE MOTION
 NN0191
 NN0191  HISTORY     - Date     Condition        Report By
 NN0191  HISTORY     - 1946     MONUMENTED       CGS
 NN0191
 NN0191                          STATION DESCRIPTION
 NN0191
 NN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0191'4.4 MI SE FROM O NEILL.
 NN0191'4.4 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0191'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0191'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0191'MILES EAST, 0.8 MILE SOUTH, AND 0.8 MILE EAST ALONG GRADED
 NN0191'DIRT ROADS.  IT IS 80 YARDS EAST OF THE SOUTH END OF A
 NN0191'NORTH-AND-SOUTH JOG IN THE ROAD, 36 FEET SOUTH OF THE CENTERLINE
 NN0191'OF THE ROAD, 34 FEET WEST OF A FENCE LINE, 124 FEET WEST OF A
 NN0191'LARGE COTTONWOOD TREE, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF
 NN0191'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 NN0191'DISK, STAMPED P 217 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0191'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0422 ***********************************************************************
 NN0422  DESIGNATION -  P 218
 NN0422  PID         -  NN0422
 NN0422  STATE/COUNTY-  NE/HOLT
 NN0422  COUNTRY     -  US
 NN0422  USGS QUAD   -  STUART NE (2017)
 NN0422
 NN0422                         *CURRENT SURVEY CONTROL
 NN0422  ______________________________________________________________________
 NN0422* NAD 83(1986) POSITION- 42 39 07.76   (N) 099 06 30.04   (W)   HD_HELD1
 NN0422* NAVD 88 ORTHO HEIGHT -   653.292 (meters)     2143.34  (feet) ADJUSTED
 NN0422  ______________________________________________________________________
 NN0422  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 NN0422  DYNAMIC HEIGHT  -        653.041 (meters)     2142.52  (feet) COMP
 NN0422  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 NN0422
 NN0422  VERT ORDER      -  SECOND    CLASS 0
 NN0422
 NN0422.The horizontal coordinates were determined by differentially corrected
 NN0422.hand held GPS observations or other comparable positioning techniques
 NN0422.and have an estimated accuracy of +/- 3 meters.
 NN0422
 NN0422.The orthometric height was determined by differential leveling and
 NN0422.adjusted by the NATIONAL GEODETIC SURVEY
 NN0422.in June 1991.
 NN0422
 NN0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0422.GEOID18 height accuracy estimate available here.
 NN0422
 NN0422.Click photographs - Photos may exist for this station.
 NN0422
 NN0422.The dynamic height is computed by dividing the NAVD 88
 NN0422.geopotential number by the normal gravity value computed on the
 NN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0422.degrees latitude (g = 980.6199 gals.).
 NN0422
 NN0422.The modeled gravity was interpolated from observed gravity values.
 NN0422
 NN0422;                    North         East    Units  Estimated Accuracy
 NN0422;SPC NE       -   313,359.2     573,103.6     MT  (+/- 3 meters HH1 GPS) 
 NN0422
 NN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9111922194(NAD 83)
 NN0422
 NN0422                          SUPERSEDED SURVEY CONTROL
 NN0422
 NN0422  NGVD 29 (??/??/92)  653.056  (m)         2142.57   (f) ADJ UNCH    2 0
 NN0422
 NN0422.Superseded values are not recommended for survey control.
 NN0422
 NN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0422.See file dsdata.pdf to determine how the superseded data were derived.
 NN0422
 NN0422_MARKER: DB = BENCH MARK DISK
 NN0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0422_STAMPING: P 218 1946
 NN0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0422+STABILITY: SURFACE MOTION
 NN0422
 NN0422  HISTORY     - Date     Condition        Report By
 NN0422  HISTORY     - 1946     MONUMENTED       CGS
 NN0422
 NN0422                          STATION DESCRIPTION
 NN0422
 NN0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0422'7.1 MI NE FROM STUART.
 NN0422'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0422'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0422'NO. 20, THENCE NORTH 4.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0422'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0422'AN EAST-WEST DIRT ROAD, 43.0 FEET EAST OF AND ABOUT LEVEL WITH
 NN0422'THE CENTER LINE OF THE GRAVELED ROAD, 26.0 FEET SOUTH OF THE
 NN0422'CENTER LINE OF THE EAST-WEST ROAD, 12.0 FEET EAST OF A TELEPHONE
 NN0422'POLE AND FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT
 NN0422'WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED P 218
 NN0422'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 NN0422'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0339 ***********************************************************************
 NN0339  DESIGNATION -  P 219
 NN0339  PID         -  NN0339
 NN0339  STATE/COUNTY-  NE/HOLT
 NN0339  COUNTRY     -  US
 NN0339  USGS QUAD   -  STUART SE (2017)
 NN0339
 NN0339                         *CURRENT SURVEY CONTROL
 NN0339  ______________________________________________________________________
 NN0339* NAD 83(1986) POSITION- 42 34 33.     (N) 099 05 21.     (W)   SCALED
 NN0339* NAVD 88 ORTHO HEIGHT -   652.087 (meters)     2139.39  (feet) ADJUSTED
 NN0339  ______________________________________________________________________
 NN0339  GEOID HEIGHT    -        -24.010 (meters)                     GEOID18
 NN0339  DYNAMIC HEIGHT  -        651.831 (meters)     2138.55  (feet) COMP
 NN0339  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 NN0339
 NN0339  VERT ORDER      -  FIRST     CLASS II
 NN0339
 NN0339.The horizontal coordinates were scaled from a map and have
 NN0339.an estimated accuracy of +/- 6 seconds.
 NN0339
 NN0339.The orthometric height was determined by differential leveling and
 NN0339.adjusted by the NATIONAL GEODETIC SURVEY
 NN0339.in June 1991.
 NN0339
 NN0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0339.GEOID18 height accuracy estimate available here.
 NN0339
 NN0339.Click photographs - Photos may exist for this station.
 NN0339
 NN0339.The dynamic height is computed by dividing the NAVD 88
 NN0339.geopotential number by the normal gravity value computed on the
 NN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0339.degrees latitude (g = 980.6199 gals.).
 NN0339
 NN0339.The modeled gravity was interpolated from observed gravity values.
 NN0339
 NN0339;                    North         East    Units  Estimated Accuracy
 NN0339;SPC NE       -   304,900.      574,770.      MT  (+/- 180 meters Scaled)
 NN0339
 NN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN926137(NAD 83)
 NN0339
 NN0339                          SUPERSEDED SURVEY CONTROL
 NN0339
 NN0339  NGVD 29 (??/??/92)  651.856  (m)         2138.63   (f) ADJ UNCH    1 2
 NN0339
 NN0339.Superseded values are not recommended for survey control.
 NN0339
 NN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0339.See file dsdata.pdf to determine how the superseded data were derived.
 NN0339
 NN0339_MARKER: DB = BENCH MARK DISK
 NN0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0339_STAMPING: P 219 1946
 NN0339_MARK LOGO: CGS
 NN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0339+STABILITY: SURFACE MOTION
 NN0339
 NN0339  HISTORY     - Date     Condition        Report By
 NN0339  HISTORY     - 1946     MONUMENTED       CGS
 NN0339
 NN0339                          STATION DESCRIPTION
 NN0339
 NN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0339'0.3 MI S FROM STUART.
 NN0339'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0339'HOLT COUNTY, THENCE 3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0339'AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 62 FEET WEST
 NN0339'OF THE CENTERLINE OF THE DIRT ROAD, 52 FEET SOUTHWEST OF THE
 NN0339'CENTERLINE OF THE HIGHWAY, 28 FEET NORTHEAST OF THE CENTERLINE OF
 NN0339'THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 1 FOOT EAST OF A WHITE
 NN0339'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 NN0339'DISK, STAMPED P 219 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0339'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0151 ***********************************************************************
 MM0151  DESIGNATION -  P 22
 MM0151  PID         -  MM0151
 MM0151  STATE/COUNTY-  NE/MCPHERSON
 MM0151  COUNTRY     -  US
 MM0151  USGS QUAD   -  TRYON NW (2017)
 MM0151
 MM0151                         *CURRENT SURVEY CONTROL
 MM0151  ______________________________________________________________________
 MM0151* NAD 83(1986) POSITION- 41 37 47.19   (N) 100 57 46.62   (W)   HD_HELD1
 MM0151* NAVD 88 ORTHO HEIGHT -  1007.393 (meters)     3305.09  (feet) ADJUSTED
 MM0151  ______________________________________________________________________
 MM0151  GEOID HEIGHT    -        -21.411 (meters)                     GEOID18
 MM0151  DYNAMIC HEIGHT  -       1006.802 (meters)     3303.15  (feet) COMP
 MM0151  MODELED GRAVITY -    980,001.6   (mgal)                       NAVD 88
 MM0151
 MM0151  VERT ORDER      -  FIRST     CLASS II
 MM0151
 MM0151.The horizontal coordinates were determined by differentially corrected
 MM0151.hand held GPS observations or other comparable positioning techniques
 MM0151.and have an estimated accuracy of +/- 3 meters.
 MM0151
 MM0151.The orthometric height was determined by differential leveling and
 MM0151.adjusted by the NATIONAL GEODETIC SURVEY
 MM0151.in June 1991.
 MM0151
 MM0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0151.GEOID18 height accuracy estimate available here.
 MM0151
 MM0151.Click photographs - Photos may exist for this station.
 MM0151
 MM0151.The dynamic height is computed by dividing the NAVD 88
 MM0151.geopotential number by the normal gravity value computed on the
 MM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0151.degrees latitude (g = 980.6199 gals.).
 MM0151
 MM0151.The modeled gravity was interpolated from observed gravity values.
 MM0151
 MM0151;                    North         East    Units  Estimated Accuracy
 MM0151;SPC NE       -   199,897.3     419,787.0     MT  (+/- 3 meters HH1 GPS) 
 MM0151
 MM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3649010532(NAD 83)
 MM0151
 MM0151                          SUPERSEDED SURVEY CONTROL
 MM0151
 MM0151  NGVD 29 (02/14/92) 1007.026  (m)         3303.88   (f) ADJUSTED    1 2
 MM0151  NGVD 29 (??/??/87) 1007.026  (m)         3303.88   (f) SUPERSEDED  1 2
 MM0151
 MM0151.Superseded values are not recommended for survey control.
 MM0151
 MM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0151.See file dsdata.pdf to determine how the superseded data were derived.
 MM0151
 MM0151_MARKER: DB = BENCH MARK DISK
 MM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0151_STAMPING: P 22 1933 3303.884
 MM0151_MARK LOGO: CGS
 MM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0151+STABILITY: SURFACE MOTION
 MM0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0151+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2015
 MM0151
 MM0151  HISTORY     - Date     Condition        Report By
 MM0151  HISTORY     - 1933     MONUMENTED       CGS
 MM0151  HISTORY     - 19910820 GOOD             NGS
 MM0151  HISTORY     - 20150609 GOOD             NEGS
 MM0151
 MM0151                          STATION DESCRIPTION
 MM0151
 MM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0151'5.5 MI N FROM TRYON.
 MM0151'5.5 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0151'TRYON, MC PHERSON COUNTY, AT THE ENTRANCE TO AN ABANDONED
 MM0151'FARM, 70 FEET SOUTH OF THE ENTRANCE LANE, 63 FEET WEST OF THE
 MM0151'CENTERLINE OF THE OLD HIGHWAY, AND 12 FEET SOUTH OF A FENCE.  A
 MM0151'STANDARD DISK, STAMPED 3303.884 P 22 1933 AND SET IN THE TOP OF A
 MM0151'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MM0151
 MM0151                          STATION RECOVERY (1991)
 MM0151
 MM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0151'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0151'IN TRYON, 26.7 M (87.6 FT) WEST OF THE HIGHWAY CENTERLINE, 20.9 M
 MM0151'(68.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 9.9 M (32.5 FT)
 MM0151'WEST OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 MM0151'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MM0151'GROUND SURFACE.
 MM0151
 MM0151                          STATION RECOVERY (2015)
 MM0151
 MM0151'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0151'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0383 ***********************************************************************
 NN0383  DESIGNATION -  P 220
 NN0383  PID         -  NN0383
 NN0383  STATE/COUNTY-  NE/KEYA PAHA
 NN0383  COUNTRY     -  US
 NN0383  USGS QUAD   -  JAMISON (2017)
 NN0383
 NN0383                         *CURRENT SURVEY CONTROL
 NN0383  ______________________________________________________________________
 NN0383* NAD 83(1986) POSITION- 42 55 06.18   (N) 099 20 07.73   (W)   HD_HELD1
 NN0383* NAVD 88 ORTHO HEIGHT -   600.883 (meters)     1971.40  (feet) ADJUSTED
 NN0383  ______________________________________________________________________
 NN0383  GEOID HEIGHT    -        -24.811 (meters)                     GEOID18
 NN0383  DYNAMIC HEIGHT  -        600.657 (meters)     1970.66  (feet) COMP
 NN0383  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 NN0383
 NN0383  VERT ORDER      -  SECOND    CLASS 0
 NN0383
 NN0383.The horizontal coordinates were determined by differentially corrected
 NN0383.hand held GPS observations or other comparable positioning techniques
 NN0383.and have an estimated accuracy of +/- 3 meters.
 NN0383
 NN0383.The orthometric height was determined by differential leveling and
 NN0383.adjusted by the NATIONAL GEODETIC SURVEY
 NN0383.in June 1991.
 NN0383
 NN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0383.GEOID18 height accuracy estimate available here.
 NN0383
 NN0383.Click photographs - Photos may exist for this station.
 NN0383
 NN0383.The dynamic height is computed by dividing the NAVD 88
 NN0383.geopotential number by the normal gravity value computed on the
 NN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0383.degrees latitude (g = 980.6199 gals.).
 NN0383
 NN0383.The modeled gravity was interpolated from observed gravity values.
 NN0383
 NN0383;                    North         East    Units  Estimated Accuracy
 NN0383;SPC NE       -   342,763.0     554,254.7     MT  (+/- 3 meters HH1 GPS) 
 NN0383
 NN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7261951806(NAD 83)
 NN0383
 NN0383                          SUPERSEDED SURVEY CONTROL
 NN0383
 NN0383  NGVD 29 (??/??/92)  600.597  (m)         1970.46   (f) ADJ UNCH    2 0
 NN0383
 NN0383.Superseded values are not recommended for survey control.
 NN0383
 NN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0383.See file dsdata.pdf to determine how the superseded data were derived.
 NN0383
 NN0383_MARKER: DB = BENCH MARK DISK
 NN0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0383_STAMPING: P 220 1946
 NN0383_MARK LOGO: CGS
 NN0383_PROJECTION: RECESSED 12 CENTIMETERS
 NN0383_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0383+STABILITY: SURFACE MOTION
 NN0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0383+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 NN0383
 NN0383  HISTORY     - Date     Condition        Report By
 NN0383  HISTORY     - 1946     MONUMENTED       CGS
 NN0383  HISTORY     - 1973     GOOD             NGS
 NN0383  HISTORY     - 20141210 GOOD             INDIV
 NN0383  HISTORY     - 20190828 GOOD             NEGS
 NN0383
 NN0383                          STATION DESCRIPTION
 NN0383
 NN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NN0383'0.9 MI S FROM BROCKSBURG.
 NN0383'TO REACH THE BENCH MARK FROM THE OLD SCHOOL BUILDING AT
 NN0383'BROCKSBURG, GO SOUTH ON HIGHWAY 137 FOR 0.8 MILES TO THE MILLS
 NN0383'JUNCTION, JUNCTION OF HIGHWAY 137 AND HIGHWAY 12, CONTINUE
 NN0383'SOUTH ON HIGHWAY 137 FOR 0.1 MILE TO THE BENCH MARK ON THE RIGHT,
 NN0383'1 FOOT SOUTH OF A METAL WITNESS POST AND 235 FEET WEST OF THE
 NN0383'CENTER OF NEW HIGHWAY 137.
 NN0383
 NN0383                          STATION RECOVERY (2014)
 NN0383
 NN0383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0383'FOUND IN GOOD CONDITION,162 FT.SOUTH OF HWY 12,247 FT.WEST OF HWY 137
 NN0383'AT MILE MARKER 80+57 ON HWY 12,1.0 FT. SOUTH OF BOTTOM STEEL
 NN0383'WIT.SIGN,37 FT.EAST OF FENCELINE N AND S, 0.4 FT BELOW SURFACE, A
 NN0383'REBAR WAS DRIVEN ON NORTHSIDE OF MARK.
 NN0383
 NN0383                          STATION RECOVERY (2019)
 NN0383
 NN0383'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (TD)
 NN0383'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE SOUTH
 NN0383'INTERSECTION OF NEBRASKA HIGHWAY 12 AND NEBRASKA HIGHWAY 137 LOCATED
 NN0383'APPROXIMATELY 22.5 MI (36.2 KM) NORTH OF NEWPORT, NE.
 NN0383'
 NN0383'IT IS 1.0 FT (0.3 M) SOUTH OF THE BOTTOM OF A STEEL WITNESS POST,
 NN0383'162.5 FT (49.5 M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 12, 247 FT
 NN0383'(75.3 M) WEST OF THE CENTERLINE OF NE. HIGHWAY 137, 1.65 FT (0.5 M)
 NN0383'NORTH OF THE BOTTOM OF A U POST, 33.55 FT (10.2 M) NORTHEAST OF A NAIL
 NN0383'IN THE TOP OF A FENCEPOST, 32 FT (9.8 M) EAST OF A NORTH-SOUTH FENCE
 NN0383'LINE AND 92.65 FT (28.2 M) SOUTHEAST OF THE TOP SE CORNER OF A ROW
 NN0383'MARKER.  THE MARK IS 0.3 FT (9 CM) BELOW GROUND LEVEL WITH A REBAR
 NN0383'NEAR THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1255 ***********************************************************************
 NM1255  DESIGNATION -  P 221
 NM1255  PID         -  NM1255
 NM1255  STATE/COUNTY-  NE/PIERCE
 NM1255  COUNTRY     -  US
 NM1255  USGS QUAD   -  FOSTER (2017)
 NM1255
 NM1255                         *CURRENT SURVEY CONTROL
 NM1255  ______________________________________________________________________
 NM1255* NAD 83(1986) POSITION- 42 19 02.     (N) 097 44 23.     (W)   SCALED
 NM1255* NAVD 88 ORTHO HEIGHT -   506.364 (meters)     1661.30  (feet) ADJUSTED
 NM1255  ______________________________________________________________________
 NM1255  GEOID HEIGHT    -        -24.979 (meters)                     GEOID18
 NM1255  DYNAMIC HEIGHT  -        506.175 (meters)     1660.68  (feet) COMP
 NM1255  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 NM1255
 NM1255  VERT ORDER      -  FIRST     CLASS II
 NM1255
 NM1255.The horizontal coordinates were scaled from a map and have
 NM1255.an estimated accuracy of +/- 6 seconds.
 NM1255
 NM1255.The orthometric height was determined by differential leveling and
 NM1255.adjusted by the NATIONAL GEODETIC SURVEY
 NM1255.in June 1991.
 NM1255
 NM1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1255.GEOID18 height accuracy estimate available here.
 NM1255
 NM1255.Click photographs - Photos may exist for this station.
 NM1255
 NM1255.The dynamic height is computed by dividing the NAVD 88
 NM1255.geopotential number by the normal gravity value computed on the
 NM1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1255.degrees latitude (g = 980.6199 gals.).
 NM1255
 NM1255.The modeled gravity was interpolated from observed gravity values.
 NM1255
 NM1255;                    North         East    Units  Estimated Accuracy
 NM1255;SPC NE       -   278,220.      686,270.      MT  (+/- 180 meters Scaled)
 NM1255
 NM1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM038857(NAD 83)
 NM1255
 NM1255                          SUPERSEDED SURVEY CONTROL
 NM1255
 NM1255  NGVD 29 (??/??/92)  506.182  (m)         1660.70   (f) ADJ UNCH    1 2
 NM1255
 NM1255.Superseded values are not recommended for survey control.
 NM1255
 NM1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1255.See file dsdata.pdf to determine how the superseded data were derived.
 NM1255
 NM1255_MARKER: DB = BENCH MARK DISK
 NM1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1255_STAMPING: P 221 1946
 NM1255_MARK LOGO: CGS
 NM1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1255+STABILITY: SURFACE MOTION
 NM1255
 NM1255  HISTORY     - Date     Condition        Report By
 NM1255  HISTORY     - 1946     MONUMENTED       CGS
 NM1255  HISTORY     - 1963     GOOD             CGS
 NM1255  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1255
 NM1255                          STATION DESCRIPTION
 NM1255
 NM1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1255'4 MI SE FROM PLAINVIEW.
 NM1255'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 NM1255'OF U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, 51 FEET NORTHEAST
 NM1255'OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE
 NM1255'CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY, 2 FEET SOUTH
 NM1255'OF RAILWAY MILEPOST 28, 1 FOOT NORTHEAST OF A WHITE WOODEN
 NM1255'WITNESS POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NM1255'DISK, STAMPED P 221 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1255'PROJECTING 4 INCHES ABOVE GROUND.
 NM1255
 NM1255                          STATION RECOVERY (1963)
 NM1255
 NM1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NM1255'RECOVERED IN GOOD CONDITION.
 NM1255
 NM1255                          STATION RECOVERY (1999)
 NM1255
 NM1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1255'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0151 ***********************************************************************
 NN0151  DESIGNATION -  P 222
 NN0151  PID         -  NN0151
 NN0151  STATE/COUNTY-  NE/ANTELOPE
 NN0151  COUNTRY     -  US
 NN0151  USGS QUAD   -  ORCHARD (2017)
 NN0151
 NN0151                         *CURRENT SURVEY CONTROL
 NN0151  ______________________________________________________________________
 NN0151* NAD 83(1986) POSITION- 42 20 06.     (N) 098 12 14.     (W)   SCALED
 NN0151* NAVD 88 ORTHO HEIGHT -   593.369 (meters)     1946.74  (feet) ADJUSTED
 NN0151  ______________________________________________________________________
 NN0151  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 NN0151  DYNAMIC HEIGHT  -        593.130 (meters)     1945.96  (feet) COMP
 NN0151  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 NN0151
 NN0151  VERT ORDER      -  FIRST     CLASS II
 NN0151
 NN0151.The horizontal coordinates were scaled from a map and have
 NN0151.an estimated accuracy of +/- 6 seconds.
 NN0151
 NN0151.The orthometric height was determined by differential leveling and
 NN0151.adjusted by the NATIONAL GEODETIC SURVEY
 NN0151.in June 1991.
 NN0151
 NN0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0151.GEOID18 height accuracy estimate available here.
 NN0151
 NN0151.Click photographs - Photos may exist for this station.
 NN0151
 NN0151.The dynamic height is computed by dividing the NAVD 88
 NN0151.geopotential number by the normal gravity value computed on the
 NN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0151.degrees latitude (g = 980.6199 gals.).
 NN0151
 NN0151.The modeled gravity was interpolated from observed gravity values.
 NN0151
 NN0151;                    North         East    Units  Estimated Accuracy
 NN0151;SPC NE       -   279,300.      647,980.      MT  (+/- 180 meters Scaled)
 NN0151
 NN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM655872(NAD 83)
 NN0151
 NN0151                          SUPERSEDED SURVEY CONTROL
 NN0151
 NN0151  NGVD 29 (??/??/92)  593.159  (m)         1946.06   (f) ADJ UNCH    1 2
 NN0151
 NN0151.Superseded values are not recommended for survey control.
 NN0151
 NN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0151.See file dsdata.pdf to determine how the superseded data were derived.
 NN0151
 NN0151_MARKER: DB = BENCH MARK DISK
 NN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0151_STAMPING: P 222 1946
 NN0151_MARK LOGO: CGS
 NN0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0151+STABILITY: SURFACE MOTION
 NN0151
 NN0151  HISTORY     - Date     Condition        Report By
 NN0151  HISTORY     - 1946     MONUMENTED       CGS
 NN0151  HISTORY     - 19940815 GOOD             NEDR
 NN0151
 NN0151                          STATION DESCRIPTION
 NN0151
 NN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0151'1.9 MI E FROM ORCHARD.
 NN0151'1.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0151'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0151'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 54 FEET SOUTH OF THE
 NN0151'CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTERLINE OF
 NN0151'THE ROAD, 14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT
 NN0151'NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN
 NN0151'THE HIGHWAY.  A STANDARD DISK, STAMPED P 222 1946 AND SET IN THE
 NN0151'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0151
 NN0151                          STATION RECOVERY (1994)
 NN0151
 NN0151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0151'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0151'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE RESET
 NN0151'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7409 ***********************************************************************
 AA7409  DESIGNATION -  P 222 RESET
 AA7409  PID         -  AA7409
 AA7409  STATE/COUNTY-  NE/ANTELOPE
 AA7409  COUNTRY     -  US
 AA7409  USGS QUAD   -  ORCHARD (2017)
 AA7409
 AA7409                         *CURRENT SURVEY CONTROL
 AA7409  ______________________________________________________________________
 AA7409* NAD 83(1986) POSITION- 42 20 06.     (N) 098 12 14.     (W)   SCALED
 AA7409* NAVD 88 ORTHO HEIGHT -   591.20  (+/-2cm)     1939.6   (feet) VERTCON
 AA7409  ______________________________________________________________________
 AA7409  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 AA7409  VERT ORDER      -  THIRD (See Below)
 AA7409
 AA7409.The horizontal coordinates were scaled from a map and have
 AA7409.an estimated accuracy of +/- 6 seconds.
 AA7409
 AA7409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7409
 AA7409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7409.GEOID18 height accuracy estimate available here.
 AA7409
 AA7409.The vertical order pertains to the NGVD 29 superseded value.
 AA7409
 AA7409.Click photographs - Photos may exist for this station.
 AA7409
 AA7409;                    North         East    Units  Estimated Accuracy
 AA7409;SPC NE       -   279,300.      647,980.      MT  (+/- 180 meters Scaled)
 AA7409
 AA7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM655872(NAD 83)
 AA7409
 AA7409                          SUPERSEDED SURVEY CONTROL
 AA7409
 AA7409  NGVD 29 (01/31/13)  590.99   (m)         1938.9    (f) RESET       3  
 AA7409
 AA7409.Superseded values are not recommended for survey control.
 AA7409
 AA7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7409.See file dsdata.pdf to determine how the superseded data were derived.
 AA7409
 AA7409_MARKER: DV = VERTICAL CONTROL DISK
 AA7409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7409_STAMPING: P 222 RESET 1994
 AA7409_MARK LOGO: NGS
 AA7409_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7409+STABILITY: SURFACE MOTION
 AA7409
 AA7409  HISTORY     - Date     Condition        Report By
 AA7409  HISTORY     - 1994     MONUMENTED       NEDR
 AA7409
 AA7409                          STATION DESCRIPTION
 AA7409
 AA7409'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7409'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) EAST FROM ORCHARD, ON PUBLIC
 AA7409'RIGHT-OF-WAY AND IN THE SOUTHWEST CORNER OF SEC1, T27N, R8W. TO REACH
 AA7409'THE MARK FROM THE POST OFFICE, IN ORCHARD, GO EAST ON U.S. HIGHWAY 20
 AA7409'FOR 1.90 MI (3.06 KM) TO THE JUNCTION WITH A GRAVELED COUNTY ROAD AND
 AA7409'THE MARK ON THE LEFT, 119.18 M (391.01 FT) NORTH ALONG THE COUNTY
 AA7409'ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 AA7409'PROJECTS 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE.  IT IS 18.118 M
 AA7409'(59.442 FT) NORTHEAST FROM A NAIL AND WASHER IN A POWER POLE, 8.00 M
 AA7409'(26.25 FT) EAST FROM THE CENTERLINE OF THE GRAVELED ROAD AND 0.58 M
 AA7409'(1.90 FT) WEST FROM A WITNESS POST AND FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0434 ***********************************************************************
 NN0434  DESIGNATION -  P 223
 NN0434  PID         -  NN0434
 NN0434  STATE/COUNTY-  NE/KEYA PAHA
 NN0434  COUNTRY     -  US
 NN0434  USGS QUAD   -  MILLS (2017)
 NN0434
 NN0434                         *CURRENT SURVEY CONTROL
 NN0434  ______________________________________________________________________
 NN0434* NAD 83(1986) POSITION- 42 56 26.     (N) 099 28 28.     (W)   SCALED
 NN0434* NAVD 88 ORTHO HEIGHT -   618.191 (meters)     2028.18  (feet) ADJUSTED
 NN0434  ______________________________________________________________________
 NN0434  GEOID HEIGHT    -        -24.629 (meters)                     GEOID18
 NN0434  DYNAMIC HEIGHT  -        617.958 (meters)     2027.42  (feet) COMP
 NN0434  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 NN0434
 NN0434  VERT ORDER      -  FIRST     CLASS II
 NN0434
 NN0434.The horizontal coordinates were scaled from a map and have
 NN0434.an estimated accuracy of +/- 6 seconds.
 NN0434
 NN0434.The orthometric height was determined by differential leveling and
 NN0434.adjusted by the NATIONAL GEODETIC SURVEY
 NN0434.in June 1991.
 NN0434
 NN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0434.GEOID18 height accuracy estimate available here.
 NN0434
 NN0434.Click photographs - Photos may exist for this station.
 NN0434
 NN0434.The dynamic height is computed by dividing the NAVD 88
 NN0434.geopotential number by the normal gravity value computed on the
 NN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0434.degrees latitude (g = 980.6199 gals.).
 NN0434
 NN0434.The modeled gravity was interpolated from observed gravity values.
 NN0434
 NN0434;                    North         East    Units  Estimated Accuracy
 NN0434;SPC NE       -   345,150.      542,890.      MT  (+/- 180 meters Scaled)
 NN0434
 NN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN612543(NAD 83)
 NN0434
 NN0434                          SUPERSEDED SURVEY CONTROL
 NN0434
 NN0434  NGVD 29 (??/??/92)  617.906  (m)         2027.25   (f) ADJ UNCH    1 2
 NN0434
 NN0434.Superseded values are not recommended for survey control.
 NN0434
 NN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0434.See file dsdata.pdf to determine how the superseded data were derived.
 NN0434
 NN0434_MARKER: DB = BENCH MARK DISK
 NN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0434_STAMPING: P 223 1946
 NN0434_MARK LOGO: CGS
 NN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0434+STABILITY: SURFACE MOTION
 NN0434
 NN0434  HISTORY     - Date     Condition        Report By
 NN0434  HISTORY     - 1946     MONUMENTED       CGS
 NN0434
 NN0434                          STATION DESCRIPTION
 NN0434
 NN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0434'1.6 MI W FROM MILLS.
 NN0434'ALONG A GRADED COUNTY ROAD, 1.6 MILES WEST OF MILLS POST OFFICE,
 NN0434'AT THE TOP OF A HILL, 32 FEET NORTH OF THE CENTER OF THE ROAD,
 NN0434'10 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE,
 NN0434'1 FOOT EAST OF WITNESS POST.  A BRONZE DISK STAMP P 223 1946
 NN0434'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1217 ***********************************************************************
 MK1217  DESIGNATION -  P 224
 MK1217  PID         -  MK1217
 MK1217  STATE/COUNTY-  NE/MADISON
 MK1217  COUNTRY     -  US
 MK1217  USGS QUAD   -  ENOLA (2017)
 MK1217
 MK1217                         *CURRENT SURVEY CONTROL
 MK1217  ______________________________________________________________________
 MK1217* NAD 83(1986) POSITION- 41 59 03.     (N) 097 25 48.     (W)   SCALED
 MK1217* NAVD 88 ORTHO HEIGHT -   469.452 (meters)     1540.19  (feet) ADJUSTED
 MK1217  ______________________________________________________________________
 MK1217  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 MK1217  DYNAMIC HEIGHT  -        469.269 (meters)     1539.59  (feet) COMP
 MK1217  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 MK1217
 MK1217  VERT ORDER      -  FIRST     CLASS II
 MK1217
 MK1217.This mark is at Karl Stefan Mem Airport (OFK)
 MK1217
 MK1217.The horizontal coordinates were scaled from a map and have
 MK1217.an estimated accuracy of +/- 6 seconds.
 MK1217
 MK1217.The orthometric height was determined by differential leveling and
 MK1217.adjusted by the NATIONAL GEODETIC SURVEY
 MK1217.in June 1991.
 MK1217
 MK1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1217.GEOID18 height accuracy estimate available here.
 MK1217
 MK1217.Click photographs - Photos may exist for this station.
 MK1217
 MK1217.The dynamic height is computed by dividing the NAVD 88
 MK1217.geopotential number by the normal gravity value computed on the
 MK1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1217.degrees latitude (g = 980.6199 gals.).
 MK1217
 MK1217.The modeled gravity was interpolated from observed gravity values.
 MK1217
 MK1217;                    North         East    Units  Estimated Accuracy
 MK1217;SPC NE       -   241,960.      712,880.      MT  (+/- 180 meters Scaled)
 MK1217
 MK1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM300492(NAD 83)
 MK1217
 MK1217                          SUPERSEDED SURVEY CONTROL
 MK1217
 MK1217  NGVD 29 (??/??/92)  469.268  (m)         1539.59   (f) ADJ UNCH    1 2
 MK1217
 MK1217.Superseded values are not recommended for survey control.
 MK1217
 MK1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1217.See file dsdata.pdf to determine how the superseded data were derived.
 MK1217
 MK1217_MARKER: DB = BENCH MARK DISK
 MK1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1217_STAMPING: P 224 1947
 MK1217_MARK LOGO: CGS
 MK1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1217+STABILITY: SURFACE MOTION
 MK1217
 MK1217  HISTORY     - Date     Condition        Report By
 MK1217  HISTORY     - 1934     MONUMENTED       CGS
 MK1217  HISTORY     - 1971     GOOD             NGS
 MK1217  HISTORY     - 1981     GOOD             LOCSUR
 MK1217
 MK1217                          STATION DESCRIPTION
 MK1217
 MK1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK1217'3.6 MI S FROM NORFOLK.
 MK1217'3.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 AND 0.2 MILE WEST
 MK1217'ALONG THE AIRPORT ROAD FROM THE JUNCTION OF U.S. HIGHWAY NO. 275
 MK1217'AND U.S. HIGHWAY NO. 81 AT NORFOLK, AT THE NORFOLK MUNICIPAL
 MK1217'AIRPORT, SET IN A CONCRETE POST DIRECTLY UNDER AND IN THE
 MK1217'CENTER BETWEEN THE FOUR STEEL LEGS WHICH SUPPORT THE ROTATING
 MK1217'BEACON LIGHT, PROJECTING 0.5 FOOT.
 MK1217
 MK1217                          STATION RECOVERY (1971)
 MK1217
 MK1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MK1217'RECOVERED IN GOOD CONDITION.
 MK1217
 MK1217                          STATION RECOVERY (1981)
 MK1217
 MK1217'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0513 ***********************************************************************
 NN0513  DESIGNATION -  P 226
 NN0513  PID         -  NN0513
 NN0513  STATE/COUNTY-  NE/BROWN
 NN0513  COUNTRY     -  US
 NN0513  USGS QUAD   -  AINSWORTH (2017)
 NN0513
 NN0513                         *CURRENT SURVEY CONTROL
 NN0513  ______________________________________________________________________
 NN0513* NAD 83(1986) POSITION- 42 33 01.     (N) 099 51 11.     (W)   SCALED
 NN0513* NAVD 88 ORTHO HEIGHT -   767.731 (meters)     2518.80  (feet) ADJUSTED
 NN0513  ______________________________________________________________________
 NN0513  GEOID HEIGHT    -        -22.635 (meters)                     GEOID18
 NN0513  DYNAMIC HEIGHT  -        767.407 (meters)     2517.73  (feet) COMP
 NN0513  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 NN0513
 NN0513  VERT ORDER      -  FIRST     CLASS II
 NN0513
 NN0513.The horizontal coordinates were scaled from a map and have
 NN0513.an estimated accuracy of +/- 6 seconds.
 NN0513
 NN0513.The orthometric height was determined by differential leveling and
 NN0513.adjusted by the NATIONAL GEODETIC SURVEY
 NN0513.in June 1991.
 NN0513
 NN0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0513.GEOID18 height accuracy estimate available here.
 NN0513
 NN0513.Click photographs - Photos may exist for this station.
 NN0513
 NN0513.The dynamic height is computed by dividing the NAVD 88
 NN0513.geopotential number by the normal gravity value computed on the
 NN0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0513.degrees latitude (g = 980.6199 gals.).
 NN0513
 NN0513.The modeled gravity was interpolated from observed gravity values.
 NN0513
 NN0513;                    North         East    Units  Estimated Accuracy
 NN0513;SPC NE       -   301,680.      512,070.      MT  (+/- 180 meters Scaled)
 NN0513
 NN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN299112(NAD 83)
 NN0513
 NN0513                          SUPERSEDED SURVEY CONTROL
 NN0513
 NN0513  NGVD 29 (??/??/92)  767.437  (m)         2517.83   (f) ADJ UNCH    1 2
 NN0513
 NN0513.Superseded values are not recommended for survey control.
 NN0513
 NN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0513.See file dsdata.pdf to determine how the superseded data were derived.
 NN0513
 NN0513_MARKER: DB = BENCH MARK DISK
 NN0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0513_STAMPING: P 226 1946
 NN0513_MARK LOGO: CGS
 NN0513_PROJECTION: FLUSH
 NN0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0513+STABILITY: SURFACE MOTION
 NN0513
 NN0513  HISTORY     - Date     Condition        Report By
 NN0513  HISTORY     - 1946     MONUMENTED       CGS
 NN0513
 NN0513                          STATION DESCRIPTION
 NN0513
 NN0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0513'AT AINSWORTH.
 NN0513'AT AINSWORTH, AT THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NN0513'NEBRASKA STATE HIGHWAY NO. 7 LEADING NORTH, IN SMALL PARK
 NN0513'BELONGING TO THE STATE HIGHWAY DEPARTMENT, 187 FEET NORTH OF THE
 NN0513'CENTER LINE OF U.S. HIGHWAY NO. 20, 49 FEE NORTHEAST OF AND
 NN0513'ABOUT LEVEL WITH THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 7,
 NN0513'45 FEET SOUTHEAST OF A 4 INCH IRON PIPE USED AS A CORNER POST,
 NN0513'40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY DEPARTMENT
 NN0513'MAINTENANCE SHOP, 18 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NN0513'DRIVEWAY.  A BRONZE DISC STAMPED P 226 1946 AND SET IN THE TOP
 NN0513'OF A CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0514 ***********************************************************************
 NN0514  DESIGNATION -  P 226 RESET
 NN0514  PID         -  NN0514
 NN0514  STATE/COUNTY-  NE/BROWN
 NN0514  COUNTRY     -  US
 NN0514  USGS QUAD   -  AINSWORTH (2017)
 NN0514
 NN0514                         *CURRENT SURVEY CONTROL
 NN0514  ______________________________________________________________________
 NN0514* NAD 83(1986) POSITION- 42 33 01.     (N) 099 51 11.     (W)   SCALED
 NN0514* NAVD 88 ORTHO HEIGHT -   767.91  (meters)     2519.4   (feet) RESET
 NN0514  ______________________________________________________________________
 NN0514  GEOID HEIGHT    -        -22.635 (meters)                     GEOID18
 NN0514  VERT ORDER      -  THIRD
 NN0514
 NN0514.The horizontal coordinates were scaled from a map and have
 NN0514.an estimated accuracy of +/- 6 seconds.
 NN0514
 NN0514.The orthometric height was computed from unverified reset data.
 NN0514
 NN0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0514.GEOID18 height accuracy estimate available here.
 NN0514
 NN0514.Click photographs - Photos may exist for this station.
 NN0514
 NN0514;                    North         East    Units  Estimated Accuracy
 NN0514;SPC NE       -   301,680.      512,070.      MT  (+/- 180 meters Scaled)
 NN0514
 NN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN299112(NAD 83)
 NN0514
 NN0514                          SUPERSEDED SURVEY CONTROL
 NN0514
 NN0514.No superseded survey control is available for this station.
 NN0514
 NN0514_MARKER: DB = BENCH MARK DISK
 NN0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0514_STAMPING: P 226 RESET 1956
 NN0514_MARK LOGO: CGS
 NN0514_PROJECTION: FLUSH
 NN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0514+STABILITY: SURFACE MOTION
 NN0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0514+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2017
 NN0514
 NN0514  HISTORY     - Date     Condition        Report By
 NN0514  HISTORY     - 1956     MONUMENTED       NEDR
 NN0514  HISTORY     - 20170820 GOOD             INDIV
 NN0514
 NN0514                          STATION DESCRIPTION
 NN0514
 NN0514'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 NN0514'AT AINSWORTH.
 NN0514'AT AINSWORTH, BROWN COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 20
 NN0514'AND A COUNTY ROAD NEAR THE STATE HIGHWAY DEPARTMENT HEADQUARTERS,
 NN0514'ABOUT 173 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20,
 NN0514'132 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD, 74.2 FEET
 NN0514'SOUTHEAST OF A 4-INCH IRON PIPE USED AS A CORNER POST, 47
 NN0514'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE MAINTENANCE SHOP,
 NN0514'27 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATE HIGHWAY
 NN0514'DEPARTMENT DIVISION OFFICE, AND ABOUT 1 FOOT WEST OF A CONCRETE
 NN0514'WALK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST FLUSH
 NN0514'WITH THE GROUND.
 NN0514
 NN0514                          STATION RECOVERY (2017)
 NN0514
 NN0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0514'FOUND GOOD,SOUTH 173 FT. TO CENTERLINE HWY 20,WEST 132 FT.TO
 NN0514'CENTERLINE OLD HWY 7, NW 74.8 FT. TO SW CORNER OF NDOR BRICK BLDG. SE
 NN0514'26.7 FT. TO NW CORNER OF NDOR SURVEY OFFICE, NORTH 27.4 FT. TO
 NN0514'CENTERLINE EAST-WEST ROAD BTWN NDOR BLDGS. DEPTH IS 0.5 BELOW SURFACE,
 NN0514'LAT.=42 33 01.4 LONG.= 099 51 10.5,MARK IS 1.2 FT. WEST OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0078 ***********************************************************************
 NO0078  DESIGNATION -  P 227
 NO0078  PID         -  NO0078
 NO0078  STATE/COUNTY-  NE/BROWN
 NO0078  COUNTRY     -  US
 NO0078  USGS QUAD   -  JOHNSTOWN (2017)
 NO0078
 NO0078                         *CURRENT SURVEY CONTROL
 NO0078  ______________________________________________________________________
 NO0078* NAD 83(1986) POSITION- 42 36 25.     (N) 100 02 55.     (W)   SCALED
 NO0078* NAVD 88 ORTHO HEIGHT -   789.171 (meters)     2589.14  (feet) ADJUSTED
 NO0078  ______________________________________________________________________
 NO0078  GEOID HEIGHT    -        -22.391 (meters)                     GEOID18
 NO0078  DYNAMIC HEIGHT  -        788.843 (meters)     2588.06  (feet) COMP
 NO0078  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 NO0078
 NO0078  VERT ORDER      -  SECOND    CLASS 0
 NO0078
 NO0078.The horizontal coordinates were scaled from a map and have
 NO0078.an estimated accuracy of +/- 6 seconds.
 NO0078
 NO0078.The orthometric height was determined by differential leveling and
 NO0078.adjusted by the NATIONAL GEODETIC SURVEY
 NO0078.in June 1991.
 NO0078
 NO0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0078.GEOID18 height accuracy estimate available here.
 NO0078
 NO0078.Click photographs - Photos may exist for this station.
 NO0078
 NO0078.The dynamic height is computed by dividing the NAVD 88
 NO0078.geopotential number by the normal gravity value computed on the
 NO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0078.degrees latitude (g = 980.6199 gals.).
 NO0078
 NO0078.The modeled gravity was interpolated from observed gravity values.
 NO0078
 NO0078;                    North         East    Units  Estimated Accuracy
 NO0078;SPC NE       -   307,960.      496,010.      MT  (+/- 180 meters Scaled)
 NO0078
 NO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN139177(NAD 83)
 NO0078
 NO0078                          SUPERSEDED SURVEY CONTROL
 NO0078
 NO0078  NGVD 29 (??/??/92)  788.874  (m)         2588.16   (f) ADJ UNCH    2 0
 NO0078
 NO0078.Superseded values are not recommended for survey control.
 NO0078
 NO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0078.See file dsdata.pdf to determine how the superseded data were derived.
 NO0078
 NO0078_MARKER: DB = BENCH MARK DISK
 NO0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0078_STAMPING: P 227 1946
 NO0078_MARK LOGO: CGS
 NO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0078+STABILITY: SURFACE MOTION
 NO0078
 NO0078  HISTORY     - Date     Condition        Report By
 NO0078  HISTORY     - 1946     MONUMENTED       CGS
 NO0078  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0078
 NO0078                          STATION DESCRIPTION
 NO0078
 NO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0078'3 MI N FROM JOHNSTOWN.
 NO0078'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0078'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 2.6
 NO0078'MILES NORTH ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A DIRT
 NO0078'ROAD LEADING EAST, 45 FEET NORTH OF THE CENTER LINE OF THE
 NO0078'EAST-WEST ROAD, 30 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 NO0078'LINE OF THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE RIGHT-OF-WAY
 NO0078'FENCE CORNER, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A
 NO0078'BRONZE DISC STAMPED P 227 1946 AND SET IN THE TOP OF A CONCRETE
 NO0078'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED P 227
 NO0078'1946.
 NO0078
 NO0078                          STATION RECOVERY (1984)
 NO0078
 NO0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0034 ***********************************************************************
 NO0034  DESIGNATION -  P 228
 NO0034  PID         -  NO0034
 NO0034  STATE/COUNTY-  NE/CHERRY
 NO0034  COUNTRY     -  US
 NO0034  USGS QUAD   -  THATCHER (2017)
 NO0034
 NO0034                         *CURRENT SURVEY CONTROL
 NO0034  ______________________________________________________________________
 NO0034* NAD 83(1986) POSITION- 42 45 00.     (N) 100 23 01.     (W)   SCALED
 NO0034* NAVD 88 ORTHO HEIGHT -   824.812 (meters)     2706.07  (feet) ADJUSTED
 NO0034  ______________________________________________________________________
 NO0034  GEOID HEIGHT    -        -21.945 (meters)                     GEOID18
 NO0034  DYNAMIC HEIGHT  -        824.476 (meters)     2704.97  (feet) COMP
 NO0034  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 NO0034
 NO0034  VERT ORDER      -  FIRST     CLASS II
 NO0034
 NO0034.The horizontal coordinates were scaled from a map and have
 NO0034.an estimated accuracy of +/- 6 seconds.
 NO0034
 NO0034.The orthometric height was determined by differential leveling and
 NO0034.adjusted by the NATIONAL GEODETIC SURVEY
 NO0034.in June 1991.
 NO0034
 NO0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0034.GEOID18 height accuracy estimate available here.
 NO0034
 NO0034.Click photographs - Photos may exist for this station.
 NO0034
 NO0034.The dynamic height is computed by dividing the NAVD 88
 NO0034.geopotential number by the normal gravity value computed on the
 NO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0034.degrees latitude (g = 980.6199 gals.).
 NO0034
 NO0034.The modeled gravity was interpolated from observed gravity values.
 NO0034
 NO0034;                    North         East    Units  Estimated Accuracy
 NO0034;SPC NE       -   323,920.      468,600.      MT  (+/- 180 meters Scaled)
 NO0034
 NO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN867339(NAD 83)
 NO0034
 NO0034                          SUPERSEDED SURVEY CONTROL
 NO0034
 NO0034  NGVD 29 (??/??/92)  824.529  (m)         2705.14   (f) ADJ UNCH    1 2
 NO0034
 NO0034.Superseded values are not recommended for survey control.
 NO0034
 NO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0034.See file dsdata.pdf to determine how the superseded data were derived.
 NO0034
 NO0034_MARKER: DB = BENCH MARK DISK
 NO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0034_STAMPING: P 228 1946
 NO0034_MARK LOGO: CGS
 NO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0034+STABILITY: SURFACE MOTION
 NO0034
 NO0034  HISTORY     - Date     Condition        Report By
 NO0034  HISTORY     - 1946     MONUMENTED       CGS
 NO0034
 NO0034                          STATION DESCRIPTION
 NO0034
 NO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0034'1.5 MI NW FROM ARABIA.
 NO0034'1.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0034'FROM THE STATION AT ARABIA, CHERRY COUNTY, 5 POLES SOUTH
 NO0034'OF MILEPOST 255, 65 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0034'TRACK, 29 FEET SOUTH OF AN EAST-AND-WEST FENCE, 10 FEET
 NO0034'SOUTHWEST OF A POLE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 NO0034'AND 10 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NO0034'P 228 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0034'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0050 ***********************************************************************
 NO0050  DESIGNATION -  P 229
 NO0050  PID         -  NO0050
 NO0050  STATE/COUNTY-  NE/KEYA PAHA
 NO0050  COUNTRY     -  US
 NO0050  USGS QUAD   -  NORDEN NW (2017)
 NO0050
 NO0050                         *CURRENT SURVEY CONTROL
 NO0050  ______________________________________________________________________
 NO0050* NAD 83(1986) POSITION- 42 54 41.     (N) 100 09 32.     (W)   SCALED
 NO0050* NAVD 88 ORTHO HEIGHT -   780.225 (meters)     2559.79  (feet) ADJUSTED
 NO0050  ______________________________________________________________________
 NO0050  GEOID HEIGHT    -        -22.941 (meters)                     GEOID18
 NO0050  DYNAMIC HEIGHT  -        779.917 (meters)     2558.78  (feet) COMP
 NO0050  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 NO0050
 NO0050  VERT ORDER      -  SECOND    CLASS 0
 NO0050
 NO0050.The horizontal coordinates were scaled from a map and have
 NO0050.an estimated accuracy of +/- 6 seconds.
 NO0050
 NO0050.The orthometric height was determined by differential leveling and
 NO0050.adjusted by the NATIONAL GEODETIC SURVEY
 NO0050.in June 1991.
 NO0050
 NO0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0050.GEOID18 height accuracy estimate available here.
 NO0050
 NO0050.Click photographs - Photos may exist for this station.
 NO0050
 NO0050.The dynamic height is computed by dividing the NAVD 88
 NO0050.geopotential number by the normal gravity value computed on the
 NO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0050.degrees latitude (g = 980.6199 gals.).
 NO0050
 NO0050.The modeled gravity was interpolated from observed gravity values.
 NO0050
 NO0050;                    North         East    Units  Estimated Accuracy
 NO0050;SPC NE       -   341,790.      487,030.      MT  (+/- 180 meters Scaled)
 NO0050
 NO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN054516(NAD 83)
 NO0050
 NO0050                          SUPERSEDED SURVEY CONTROL
 NO0050
 NO0050  NGVD 29 (??/??/92)  779.906  (m)         2558.74   (f) ADJ UNCH    2 0
 NO0050
 NO0050.Superseded values are not recommended for survey control.
 NO0050
 NO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0050.See file dsdata.pdf to determine how the superseded data were derived.
 NO0050
 NO0050_MARKER: DB = BENCH MARK DISK
 NO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0050_STAMPING: P 229 1946
 NO0050_MARK LOGO: CGS
 NO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0050+STABILITY: SURFACE MOTION
 NO0050
 NO0050  HISTORY     - Date     Condition        Report By
 NO0050  HISTORY     - 1946     MONUMENTED       CGS
 NO0050
 NO0050                          STATION DESCRIPTION
 NO0050
 NO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0050'7 MI NW FROM NORDEN.
 NO0050'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0050'NORDEN, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AND AT THE
 NO0050'INTERSECTION WITH AN EAST-WEST ROAD, 54 FEET SOUTH OF THE CENTER
 NO0050'LINE OF THE EAST-WEST ROAD, 32 FEET EAST OF AND ABOUT 3 FEET
 NO0050'HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT WEST
 NO0050'OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NO0050'POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED P 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0219 ***********************************************************************
 LJ0219  DESIGNATION -  P 23
 LJ0219  PID         -  LJ0219
 LJ0219  STATE/COUNTY-  NE/HITCHCOCK
 LJ0219  COUNTRY     -  US
 LJ0219  USGS QUAD   -  TRENTON SE (2017)
 LJ0219
 LJ0219                         *CURRENT SURVEY CONTROL
 LJ0219  ______________________________________________________________________
 LJ0219* NAD 83(1986) POSITION- 40 04 57.     (N) 101 02 30.     (W)   SCALED
 LJ0219* NAVD 88 ORTHO HEIGHT -   913.035 (meters)     2995.52  (feet) ADJUSTED
 LJ0219  ______________________________________________________________________
 LJ0219  GEOID HEIGHT    -        -23.797 (meters)                     GEOID18
 LJ0219  DYNAMIC HEIGHT  -        912.384 (meters)     2993.38  (feet) COMP
 LJ0219  MODELED GRAVITY -    979,882.3   (mgal)                       NAVD 88
 LJ0219
 LJ0219  VERT ORDER      -  SECOND    CLASS 0
 LJ0219
 LJ0219.The horizontal coordinates were scaled from a map and have
 LJ0219.an estimated accuracy of +/- 6 seconds.
 LJ0219
 LJ0219.The orthometric height was determined by differential leveling and
 LJ0219.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0219.in June 1991.
 LJ0219
 LJ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0219.GEOID18 height accuracy estimate available here.
 LJ0219
 LJ0219.Click photographs - Photos may exist for this station.
 LJ0219
 LJ0219.The dynamic height is computed by dividing the NAVD 88
 LJ0219.geopotential number by the normal gravity value computed on the
 LJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0219.degrees latitude (g = 980.6199 gals.).
 LJ0219
 LJ0219.The modeled gravity was interpolated from observed gravity values.
 LJ0219
 LJ0219;                    North         East    Units  Estimated Accuracy
 LJ0219;SPC NE       -    28,200.      411,160.      MT  (+/- 180 meters Scaled)
 LJ0219
 LJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK259389(NAD 83)
 LJ0219
 LJ0219                          SUPERSEDED SURVEY CONTROL
 LJ0219
 LJ0219  NGVD 29 (??/??/92)  912.688  (m)         2994.38   (f) ADJ UNCH    2 0
 LJ0219
 LJ0219.Superseded values are not recommended for survey control.
 LJ0219
 LJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0219.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0219
 LJ0219_MARKER: DB = BENCH MARK DISK
 LJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0219_STAMPING: P 23 1934
 LJ0219_MARK LOGO: CGS
 LJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0219+STABILITY: SURFACE MOTION
 LJ0219
 LJ0219  HISTORY     - Date     Condition        Report By
 LJ0219  HISTORY     - 1934     MONUMENTED       CGS
 LJ0219  HISTORY     - 1959     GOOD             CGS
 LJ0219
 LJ0219                          STATION DESCRIPTION
 LJ0219
 LJ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0219'7.9 MI S FROM TRENTON.
 LJ0219'7.9 MILES S OF AND ALONG STATE HWY 17.  6.0 MILES N OF
 LJ0219'KANSAS-NEBRASKA STATE LINE, 40 FT W OF CENTER OF HIGHWAY, 6 FT
 LJ0219'W OF R/W FENCE AND 8 FT S OF T FENCE RUNNING E AND W.
 LJ0219
 LJ0219                          STATION RECOVERY (1959)
 LJ0219
 LJ0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LJ0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0344 ***********************************************************************
 MK0344  DESIGNATION -  P 230
 MK0344  PID         -  MK0344
 MK0344  STATE/COUNTY-  NE/BURT
 MK0344  COUNTRY     -  US
 MK0344  USGS QUAD   -  CRAIG (2017)
 MK0344
 MK0344                         *CURRENT SURVEY CONTROL
 MK0344  ______________________________________________________________________
 MK0344* NAD 83(1986) POSITION- 41 46 15.     (N) 096 16 16.     (W)   SCALED
 MK0344* NAVD 88 ORTHO HEIGHT -   339.671 (meters)     1114.40  (feet) ADJUSTED
 MK0344  ______________________________________________________________________
 MK0344  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 MK0344  DYNAMIC HEIGHT  -        339.539 (meters)     1113.97  (feet) COMP
 MK0344  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 MK0344
 MK0344  VERT ORDER      -  SECOND    CLASS 0
 MK0344
 MK0344.The horizontal coordinates were scaled from a map and have
 MK0344.an estimated accuracy of +/- 6 seconds.
 MK0344
 MK0344.The orthometric height was determined by differential leveling and
 MK0344.adjusted by the NATIONAL GEODETIC SURVEY
 MK0344.in June 1991.
 MK0344
 MK0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0344.GEOID18 height accuracy estimate available here.
 MK0344
 MK0344.Click photographs - Photos may exist for this station.
 MK0344
 MK0344.The dynamic height is computed by dividing the NAVD 88
 MK0344.geopotential number by the normal gravity value computed on the
 MK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0344.degrees latitude (g = 980.6199 gals.).
 MK0344
 MK0344.The modeled gravity was interpolated from observed gravity values.
 MK0344
 MK0344;                    North         East    Units  Estimated Accuracy
 MK0344;SPC NE       -   221,800.      809,850.      MT  (+/- 180 meters Scaled)
 MK0344
 MK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268279(NAD 83)
 MK0344
 MK0344                          SUPERSEDED SURVEY CONTROL
 MK0344
 MK0344  NGVD 29 (??/??/92)  339.533  (m)         1113.95   (f) ADJ UNCH    2 0
 MK0344
 MK0344.Superseded values are not recommended for survey control.
 MK0344
 MK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0344.See file dsdata.pdf to determine how the superseded data were derived.
 MK0344
 MK0344_MARKER: DB = BENCH MARK DISK
 MK0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0344_STAMPING: P 230 1947
 MK0344_MARK LOGO: CGS
 MK0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0344+STABILITY: SURFACE MOTION
 MK0344
 MK0344  HISTORY     - Date     Condition        Report By
 MK0344  HISTORY     - 1947     MONUMENTED       CGS
 MK0344  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0344
 MK0344                          STATION DESCRIPTION
 MK0344
 MK0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0344'2.8 MI W FROM TEKAMAH.
 MK0344'2.85 MILES WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0344'AT TEKAMAH, 0.05 MILE WEST OF AND ACROSS THE HIGHWAY FROM A
 MK0344'DIRT ROAD LEADING SOUTH, 100.0 FEET WEST OF THE CENTER OF A
 MK0344'PRIVATE ROAD LEADING NORTH, 27.0 FEET NORTH OF THE CENTER
 MK0344'OF THE HIGHWAY, 17.0 FEET EAST OF TELEPHONE POLE NO. 2 (THE
 MK0344'SECOND POLE WEST OF TELEPHONE POLE NO. 2030), 5.0 FEET WEST OF A
 MK0344'FENCE CORNER POST, 1.7 FEET EAST OF A REFERENCE POST, SET IN
 MK0344'A CONCRETE POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND PROJECTING
 MK0344'0.1 FOOT.
 MK0344
 MK0344                          STATION RECOVERY (1965)
 MK0344
 MK0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0345 ***********************************************************************
 MK0345  DESIGNATION -  P 230 RESET
 MK0345  PID         -  MK0345
 MK0345  STATE/COUNTY-  NE/BURT
 MK0345  COUNTRY     -  US
 MK0345  USGS QUAD   -  CRAIG (2017)
 MK0345
 MK0345                         *CURRENT SURVEY CONTROL
 MK0345  ______________________________________________________________________
 MK0345* NAD 83(1986) POSITION- 41 46 16.     (N) 096 16 16.     (W)   SCALED
 MK0345* NAVD 88 ORTHO HEIGHT -   339.77  (meters)     1114.7   (feet) RESET
 MK0345  ______________________________________________________________________
 MK0345  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 MK0345  VERT ORDER      -  THIRD
 MK0345
 MK0345.The horizontal coordinates were scaled from a map and have
 MK0345.an estimated accuracy of +/- 6 seconds.
 MK0345
 MK0345.The orthometric height was computed from unverified reset data.
 MK0345
 MK0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0345.GEOID18 height accuracy estimate available here.
 MK0345
 MK0345.Click photographs - Photos may exist for this station.
 MK0345
 MK0345;                    North         East    Units  Estimated Accuracy
 MK0345;SPC NE       -   221,830.      809,850.      MT  (+/- 180 meters Scaled)
 MK0345
 MK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268279(NAD 83)
 MK0345
 MK0345                          SUPERSEDED SURVEY CONTROL
 MK0345
 MK0345  NGVD 29 (??/??/??)  339.63   (m)         1114.3    (f) RESET       3  
 MK0345
 MK0345.Superseded values are not recommended for survey control.
 MK0345
 MK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0345.See file dsdata.pdf to determine how the superseded data were derived.
 MK0345
 MK0345_MARKER: DB = BENCH MARK DISK
 MK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0345_STAMPING: P 230 RESET 1947
 MK0345_MARK LOGO: CGS
 MK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0345+STABILITY: SURFACE MOTION
 MK0345
 MK0345  HISTORY     - Date     Condition        Report By
 MK0345  HISTORY     - 1947     MONUMENTED       NEDR
 MK0345  HISTORY     - 1948     GOOD             CGS
 MK0345  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK0345
 MK0345                          STATION DESCRIPTION
 MK0345
 MK0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0345'2.8 MI W FROM TEKAMAH.
 MK0345'2.8 MILES WEST ALONG U.S. HIGHWAY 73 W FROM THE COURTHUSE AT
 MK0345'TEKAMAH, BURT COUNTY, 256 FEET WEST OF THE CENTER LINE OF A
 MK0345'10- BY 8-FOOT DOUBLE CONCRETE BOX CULVERT, 42 FEET WEST OF A
 MK0345'POWER-TRANSMISSION LINE POLE, 25 FEET EAST OF THE CENTER
 MK0345'LINE OF A PRIVATE ROAD LEADING NORTH, AND AT THE SOUTH FENCE
 MK0345'LINE.  A STANDARD DISK, STAMPED P 230 RESET 1947 AND SET IN
 MK0345'THE TOP OF A CONCRETE POST.
 MK0345
 MK0345                          STATION RECOVERY (1965)
 MK0345
 MK0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0320 ***********************************************************************
 MK0320  DESIGNATION -  P 231
 MK0320  PID         -  MK0320
 MK0320  STATE/COUNTY-  NE/BURT
 MK0320  COUNTRY     -  US
 MK0320  USGS QUAD   -  BERTHA (2017)
 MK0320
 MK0320                         *CURRENT SURVEY CONTROL
 MK0320  ______________________________________________________________________
 MK0320* NAD 83(1986) POSITION- 41 53 13.     (N) 096 20 51.     (W)   SCALED
 MK0320* NAVD 88 ORTHO HEIGHT -   420.406 (meters)     1379.28  (feet) ADJUSTED
 MK0320  ______________________________________________________________________
 MK0320  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 MK0320  DYNAMIC HEIGHT  -        420.252 (meters)     1378.78  (feet) COMP
 MK0320  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 MK0320
 MK0320  VERT ORDER      -  SECOND    CLASS 0
 MK0320
 MK0320.The horizontal coordinates were scaled from a map and have
 MK0320.an estimated accuracy of +/- 6 seconds.
 MK0320
 MK0320.The orthometric height was determined by differential leveling and
 MK0320.adjusted by the NATIONAL GEODETIC SURVEY
 MK0320.in June 1991.
 MK0320
 MK0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0320.GEOID18 height accuracy estimate available here.
 MK0320
 MK0320.Click photographs - Photos may exist for this station.
 MK0320
 MK0320.The dynamic height is computed by dividing the NAVD 88
 MK0320.geopotential number by the normal gravity value computed on the
 MK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0320.degrees latitude (g = 980.6199 gals.).
 MK0320
 MK0320.The modeled gravity was interpolated from observed gravity values.
 MK0320
 MK0320;                    North         East    Units  Estimated Accuracy
 MK0320;SPC NE       -   234,410.      802,960.      MT  (+/- 180 meters Scaled)
 MK0320
 MK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM200406(NAD 83)
 MK0320
 MK0320                          SUPERSEDED SURVEY CONTROL
 MK0320
 MK0320  NGVD 29 (??/??/92)  420.262  (m)         1378.81   (f) ADJ UNCH    2 0
 MK0320
 MK0320.Superseded values are not recommended for survey control.
 MK0320
 MK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0320.See file dsdata.pdf to determine how the superseded data were derived.
 MK0320
 MK0320_MARKER: DB = BENCH MARK DISK
 MK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0320_STAMPING: P 231 1947
 MK0320_MARK LOGO: CGS
 MK0320_PROJECTION: FLUSH
 MK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0320+STABILITY: SURFACE MOTION
 MK0320
 MK0320  HISTORY     - Date     Condition        Report By
 MK0320  HISTORY     - 1947     MONUMENTED       CGS
 MK0320  HISTORY     - 1957     GOOD             CGS
 MK0320
 MK0320                          STATION DESCRIPTION
 MK0320
 MK0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0320'7.7 MI N FROM CRAIG.
 MK0320'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL
 MK0320'AT CRAIG, THENCE 7.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0320'NORTHWEST ANGLE OF A CROSS ROAD AND AT THE BERTHA GENERAL
 MK0320'STORE, 96.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0320'30.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 23.0
 MK0320'FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE PORCH FLOOR
 MK0320'OF THE STORE BUILDING, 1.7 FOOT SOUTH OF A REFERENCE POST,
 MK0320'0.8 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0320'POST ABOUT 1 FOOT BELOW THE ROAD AND ABOUT FLUSH WITH THE TOP
 MK0320'OF THE GROUND.
 MK0320
 MK0320                          STATION RECOVERY (1957)
 MK0320
 MK0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MK0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0502 ***********************************************************************
 MK0502  DESIGNATION -  P 232
 MK0502  PID         -  MK0502
 MK0502  STATE/COUNTY-  NE/WASHINGTON
 MK0502  COUNTRY     -  US
 MK0502  USGS QUAD   -  KENNARD (2017)
 MK0502
 MK0502                         *CURRENT SURVEY CONTROL
 MK0502  ______________________________________________________________________
 MK0502* NAD 83(1986) POSITION- 41 26 55.     (N) 096 13 57.     (W)   SCALED
 MK0502* NAVD 88 ORTHO HEIGHT -   359.149 (meters)     1178.31  (feet) ADJUSTED
 MK0502  ______________________________________________________________________
 MK0502  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 MK0502  DYNAMIC HEIGHT  -        358.978 (meters)     1177.75  (feet) COMP
 MK0502  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 MK0502
 MK0502  VERT ORDER      -  SECOND    CLASS 0
 MK0502
 MK0502.The horizontal coordinates were scaled from a map and have
 MK0502.an estimated accuracy of +/- 6 seconds.
 MK0502
 MK0502.The orthometric height was determined by differential leveling and
 MK0502.adjusted by the NATIONAL GEODETIC SURVEY
 MK0502.in June 1991.
 MK0502
 MK0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0502.GEOID18 height accuracy estimate available here.
 MK0502
 MK0502.Click photographs - Photos may exist for this station.
 MK0502
 MK0502.The dynamic height is computed by dividing the NAVD 88
 MK0502.geopotential number by the normal gravity value computed on the
 MK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0502.degrees latitude (g = 980.6199 gals.).
 MK0502
 MK0502.The modeled gravity was interpolated from observed gravity values.
 MK0502
 MK0502;                    North         East    Units  Estimated Accuracy
 MK0502;SPC NE       -   186,190.      814,610.      MT  (+/- 180 meters Scaled)
 MK0502
 MK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL311922(NAD 83)
 MK0502
 MK0502                          SUPERSEDED SURVEY CONTROL
 MK0502
 MK0502  NGVD 29 (??/??/92)  358.999  (m)         1177.82   (f) ADJ UNCH    2 0
 MK0502
 MK0502.Superseded values are not recommended for survey control.
 MK0502
 MK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0502.See file dsdata.pdf to determine how the superseded data were derived.
 MK0502
 MK0502_MARKER: DB = BENCH MARK DISK
 MK0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0502_STAMPING: P 232 1947
 MK0502_MARK LOGO: CGS
 MK0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0502+STABILITY: SURFACE MOTION
 MK0502
 MK0502  HISTORY     - Date     Condition        Report By
 MK0502  HISTORY     - 1947     MONUMENTED       CGS
 MK0502
 MK0502                          STATION DESCRIPTION
 MK0502
 MK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0502'2.4 MI SW FROM KENNARD.
 MK0502'2.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0502'FROM THE STATION AT KENNARD.  THE MARK IS 15 POLES NORTHEAST
 MK0502'OF MILEPOST 23, ABOUT 95 YARDS SOUTHWEST OF AN UNDERPASS OF
 MK0502'U.S. HIGHWAY 30, 43 FEET SOUTH OF AND 4 FEET HIGHER THAN
 MK0502'THE CENTER LINE OF THE TRACK, 7.5 FEET NORTHEAST OF A TELEGRAPH
 MK0502'POLE, 6.8 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 MK0502'4 X 4 MARKER POST, AND PROJECTS 2 INCHES ABOVE THE SURFACE
 MK0502'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0644 ***********************************************************************
 MK0644  DESIGNATION -  P 233
 MK0644  PID         -  MK0644
 MK0644  STATE/COUNTY-  NE/DOUGLAS
 MK0644  COUNTRY     -  US
 MK0644  USGS QUAD   -  FORT CALHOUN (2017)
 MK0644
 MK0644                         *CURRENT SURVEY CONTROL
 MK0644  ______________________________________________________________________
 MK0644* NAD 83(1986) POSITION- 41 22 45.     (N) 096 05 38.     (W)   SCALED
 MK0644* NAVD 88 ORTHO HEIGHT -   397.100 (meters)     1302.82  (feet) ADJUSTED
 MK0644  ______________________________________________________________________
 MK0644  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 MK0644  DYNAMIC HEIGHT  -        396.913 (meters)     1302.21  (feet) COMP
 MK0644  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 MK0644
 MK0644  VERT ORDER      -  SECOND    CLASS 0
 MK0644
 MK0644.The horizontal coordinates were scaled from a map and have
 MK0644.an estimated accuracy of +/- 6 seconds.
 MK0644
 MK0644.The orthometric height was determined by differential leveling and
 MK0644.adjusted by the NATIONAL GEODETIC SURVEY
 MK0644.in June 1991.
 MK0644
 MK0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0644.GEOID18 height accuracy estimate available here.
 MK0644
 MK0644.Click photographs - Photos may exist for this station.
 MK0644
 MK0644.The dynamic height is computed by dividing the NAVD 88
 MK0644.geopotential number by the normal gravity value computed on the
 MK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0644.degrees latitude (g = 980.6199 gals.).
 MK0644
 MK0644.The modeled gravity was interpolated from observed gravity values.
 MK0644
 MK0644;                    North         East    Units  Estimated Accuracy
 MK0644;SPC NE       -   179,000.      826,530.      MT  (+/- 180 meters Scaled)
 MK0644
 MK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430849(NAD 83)
 MK0644
 MK0644                          SUPERSEDED SURVEY CONTROL
 MK0644
 MK0644  NGVD 29 (??/??/92)  396.966  (m)         1302.38   (f) ADJ UNCH    2 0
 MK0644
 MK0644.Superseded values are not recommended for survey control.
 MK0644
 MK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0644.See file dsdata.pdf to determine how the superseded data were derived.
 MK0644
 MK0644_MARKER: DB = BENCH MARK DISK
 MK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0644_STAMPING: P 233 1947
 MK0644_MARK LOGO: CGS
 MK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0644+STABILITY: SURFACE MOTION
 MK0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0644+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2011
 MK0644
 MK0644  HISTORY     - Date     Condition        Report By
 MK0644  HISTORY     - 1947     MONUMENTED       CGS
 MK0644  HISTORY     - 1976     GOOD             LOCSUR
 MK0644  HISTORY     - 20070327 GOOD             INDIV
 MK0644  HISTORY     - 20110126 GOOD             INDIV
 MK0644
 MK0644                          STATION DESCRIPTION
 MK0644
 MK0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0644'4.6 MI NE FROM BENNINGTON.
 MK0644'3.6 MILES EAST ALONG NEBRASKA STATE HIGHWAY 36 FROM THE PUBLIC
 MK0644'SCHOOL AT BENNINGTON, THENCE 1.0 MILE NORTH ALONG A PAVED ROAD,
 MK0644'120 YARDS EAST OF A NORTH-SOUTH ROAD AND IN THE SOUTHWEST CORNER
 MK0644'OF THE SCHOOL YARD OF DISTRICT NUMBER 36 SCHOOL, 79 FEET
 MK0644'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 53
 MK0644'FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF AN EAST-WEST
 MK0644'ROAD, 32 FEET WEST OF A 12-INCH ASH TREE, 5 FEET SOUTH OF A POWER
 MK0644'POLE, 3 FEET NORTH OF A 4 X 4 MARKER POST, 2 FEET EAST OF A
 MK0644'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 MK0644'ABOVE THE GROUND.
 MK0644
 MK0644                          STATION RECOVERY (1976)
 MK0644
 MK0644'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0644'RECOVERED IN GOOD CONDITION.
 MK0644
 MK0644                          STATION RECOVERY (2007)
 MK0644
 MK0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TDD)
 MK0644'RECOVERED IN GOOD CONDITION.
 MK0644
 MK0644                          STATION RECOVERY (2011)
 MK0644
 MK0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1820 ***********************************************************************
 MK1820  DESIGNATION -  P 234 RESET
 MK1820  PID         -  MK1820
 MK1820  STATE/COUNTY-  NE/WASHINGTON
 MK1820  COUNTRY     -  US
 MK1820  USGS QUAD   -  FORT CALHOUN (2017)
 MK1820
 MK1820                         *CURRENT SURVEY CONTROL
 MK1820  ______________________________________________________________________
 MK1820* NAD 83(1986) POSITION- 41 27 56.     (N) 096 01 33.     (W)   SCALED
 MK1820* NAVD 88 ORTHO HEIGHT -   326.00  (+/-2cm)     1069.6   (feet) VERTCON
 MK1820  ______________________________________________________________________
 MK1820  GEOID HEIGHT    -        -28.421 (meters)                     GEOID18
 MK1820  VERT ORDER      -  THIRD (See Below)
 MK1820
 MK1820.The horizontal coordinates were scaled from a map and have
 MK1820.an estimated accuracy of +/- 6 seconds.
 MK1820
 MK1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1820
 MK1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1820.GEOID18 height accuracy estimate available here.
 MK1820
 MK1820.The vertical order pertains to the NGVD 29 superseded value.
 MK1820
 MK1820.Click photographs - Photos may exist for this station.
 MK1820
 MK1820;                    North         East    Units  Estimated Accuracy
 MK1820;SPC NE       -   188,840.      831,770.      MT  (+/- 180 meters Scaled)
 MK1820
 MK1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL483947(NAD 83)
 MK1820
 MK1820                          SUPERSEDED SURVEY CONTROL
 MK1820
 MK1820  NGVD 29 (01/31/13)  325.86   (m)         1069.1    (f) RESET       3  
 MK1820
 MK1820.Superseded values are not recommended for survey control.
 MK1820
 MK1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1820.See file dsdata.pdf to determine how the superseded data were derived.
 MK1820
 MK1820_MARKER: DV = VERTICAL CONTROL DISK
 MK1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1820_STAMPING: P 234 RESET 1976
 MK1820_MARK LOGO: NGS
 MK1820_PROJECTION: FLUSH
 MK1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1820+STABILITY: SURFACE MOTION
 MK1820
 MK1820  HISTORY     - Date     Condition        Report By
 MK1820  HISTORY     - 1976     MONUMENTED       NONE
 MK1820
 MK1820                          STATION DESCRIPTION
 MK1820
 MK1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MK1820'0.8 MI NORTH FROM FORT CALHOUN.
 MK1820'0.8 MILE NORTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE IN CALHOUN,
 MK1820'4 FEET NORTH OF A CORNER FENCE POST, AND 640 FEET EAST OF THE
 MK1820'CENTERLINE OF HIGHWAY.
 MK1820'THE MARK IS 0.8 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0207 ***********************************************************************
 NM0207  DESIGNATION -  P 235 RESET
 NM0207  PID         -  NM0207
 NM0207  STATE/COUNTY-  NE/DAKOTA
 NM0207  COUNTRY     -  US
 NM0207  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0207
 NM0207                         *CURRENT SURVEY CONTROL
 NM0207  ______________________________________________________________________
 NM0207* NAD 83(1986) POSITION- 42 27 05.     (N) 096 24 50.     (W)   SCALED
 NM0207* NAVD 88 ORTHO HEIGHT -   335.63  (meters)     1101.1   (feet) RESET
 NM0207  ______________________________________________________________________
 NM0207  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 NM0207  VERT ORDER      -  THIRD
 NM0207
 NM0207.The horizontal coordinates were scaled from a map and have
 NM0207.an estimated accuracy of +/- 6 seconds.
 NM0207
 NM0207.The orthometric height was computed from unverified reset data.
 NM0207
 NM0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0207.GEOID18 height accuracy estimate available here.
 NM0207
 NM0207.Click photographs - Photos may exist for this station.
 NM0207
 NM0207;                    North         East    Units  Estimated Accuracy
 NM0207;SPC NE       -   296,800.      794,860.      MT  (+/- 180 meters Scaled)
 NM0207
 NM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN126031(NAD 83)
 NM0207
 NM0207                          SUPERSEDED SURVEY CONTROL
 NM0207
 NM0207.No superseded survey control is available for this station.
 NM0207
 NM0207_MARKER: DB = BENCH MARK DISK
 NM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0207_STAMPING: P 235 RESET 1951
 NM0207_MARK LOGO: CGS
 NM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0207+STABILITY: SURFACE MOTION
 NM0207
 NM0207  HISTORY     - Date     Condition        Report By
 NM0207  HISTORY     - 1951     MONUMENTED       LOCENG
 NM0207  HISTORY     - 20070423 MARK NOT FOUND   GEOCAC
 NM0207
 NM0207                          STATION DESCRIPTION
 NM0207
 NM0207'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 NM0207'1.2 MI S FROM SOUTH SIOUX CITY.
 NM0207'AT SOUTH SIOUX CITY, DAKOTA COUNTY, 1.2 MILES SOUTH ALONG U.S.
 NM0207'HIGHWAY 73 AND 77 FROM THE POST OFFICE, 89.58 FEET SOUTH OF THE
 NM0207'NORTH QUARTER CORNER OF SEC. 33, T 29 N, R 9 E, AT THE INTERSECTION
 NM0207'OF AN EAST-AND-WEST DIRT ROAD, 65 FEET SOUTHEAST OF A 72-INCH
 NM0207'COTTONWOOD TREE, NORTHEAST OF A SMALL WHITE HOUSE, AND 40 FEET
 NM0207'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NM0207'P 235 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
 NM0207
 NM0207                          STATION RECOVERY (2007)
 NM0207
 NM0207'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NM0207'THE LOCATION OF A SEVERAL COMMERICAL BUSINESSES AT THE INTERSECTION OF
 NM0207'DAKOTA AVE AND WEST 39TH STREET. THE REFERENCES USED IN 1951 HAVE BEEN
 NM0207'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0696 ***********************************************************************
 NM0696  DESIGNATION -  P 236
 NM0696  PID         -  NM0696
 NM0696  STATE/COUNTY-  NE/DAKOTA
 NM0696  COUNTRY     -  US
 NM0696  USGS QUAD   -  JACKSON (2017)
 NM0696
 NM0696                         *CURRENT SURVEY CONTROL
 NM0696  ______________________________________________________________________
 NM0696* NAD 83(1986) POSITION- 42 22 48.     (N) 096 35 24.     (W)   SCALED
 NM0696* NAVD 88 ORTHO HEIGHT -   354.309 (meters)     1162.43  (feet) ADJUSTED
 NM0696  ______________________________________________________________________
 NM0696  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 NM0696  DYNAMIC HEIGHT  -        354.192 (meters)     1162.04  (feet) COMP
 NM0696  MODELED GRAVITY -    980,282.3   (mgal)                       NAVD 88
 NM0696
 NM0696  VERT ORDER      -  SECOND    CLASS 0
 NM0696
 NM0696.The horizontal coordinates were scaled from a map and have
 NM0696.an estimated accuracy of +/- 6 seconds.
 NM0696
 NM0696.The orthometric height was determined by differential leveling and
 NM0696.adjusted by the NATIONAL GEODETIC SURVEY
 NM0696.in June 1991.
 NM0696
 NM0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0696.GEOID18 height accuracy estimate available here.
 NM0696
 NM0696.Click photographs - Photos may exist for this station.
 NM0696
 NM0696.The dynamic height is computed by dividing the NAVD 88
 NM0696.geopotential number by the normal gravity value computed on the
 NM0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0696.degrees latitude (g = 980.6199 gals.).
 NM0696
 NM0696.The modeled gravity was interpolated from observed gravity values.
 NM0696
 NM0696;                    North         East    Units  Estimated Accuracy
 NM0696;SPC NE       -   288,290.      780,700.      MT  (+/- 180 meters Scaled)
 NM0696
 NM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM984947(NAD 83)
 NM0696
 NM0696                          SUPERSEDED SURVEY CONTROL
 NM0696
 NM0696  NGVD 29 (??/??/92)  354.143  (m)         1161.88   (f) ADJ UNCH    2 0
 NM0696
 NM0696.Superseded values are not recommended for survey control.
 NM0696
 NM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0696.See file dsdata.pdf to determine how the superseded data were derived.
 NM0696
 NM0696_MARKER: DB = BENCH MARK DISK
 NM0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0696_SP_SET: BRIDGE
 NM0696_STAMPING: P 236 1947
 NM0696_MARK LOGO: CGS
 NM0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0696
 NM0696  HISTORY     - Date     Condition        Report By
 NM0696  HISTORY     - 1947     MONUMENTED       CGS
 NM0696  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM0696
 NM0696                          STATION DESCRIPTION
 NM0696
 NM0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0696'0.4 MI S FROM HUBBARD.
 NM0696'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE
 NM0696'ALONG A GRAVELED ROAD TO SITE OF MARK.  BENCH MARK IS 10.0 FEET
 NM0696'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, ON
 NM0696'TOP OF THE CENTER OF THE NORTHWEST CONCRETE WINGWALL OF A STEEL
 NM0696'BRIDGE AND SET IN A DRILL HOLE.
 NM0696
 NM0696                          STATION RECOVERY (1966)
 NM0696
 NM0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0647 ***********************************************************************
 NM0647  DESIGNATION -  P 237
 NM0647  PID         -  NM0647
 NM0647  STATE/COUNTY-  NE/DAKOTA
 NM0647  COUNTRY     -  US
 NM0647  USGS QUAD   -  EMERSON (2017)
 NM0647
 NM0647                         *CURRENT SURVEY CONTROL
 NM0647  ______________________________________________________________________
 NM0647* NAD 83(1986) POSITION- 42 20 11.     (N) 096 37 30.     (W)   SCALED
 NM0647* NAVD 88 ORTHO HEIGHT -   383.696 (meters)     1258.84  (feet) ADJUSTED
 NM0647  ______________________________________________________________________
 NM0647  GEOID HEIGHT    -        -25.531 (meters)                     GEOID18
 NM0647  DYNAMIC HEIGHT  -        383.568 (meters)     1258.42  (feet) COMP
 NM0647  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 NM0647
 NM0647  VERT ORDER      -  FIRST     CLASS II
 NM0647
 NM0647.The horizontal coordinates were scaled from a map and have
 NM0647.an estimated accuracy of +/- 6 seconds.
 NM0647
 NM0647.The orthometric height was determined by differential leveling and
 NM0647.adjusted by the NATIONAL GEODETIC SURVEY
 NM0647.in June 1991.
 NM0647
 NM0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0647.GEOID18 height accuracy estimate available here.
 NM0647
 NM0647.Click photographs - Photos may exist for this station.
 NM0647
 NM0647.The dynamic height is computed by dividing the NAVD 88
 NM0647.geopotential number by the normal gravity value computed on the
 NM0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0647.degrees latitude (g = 980.6199 gals.).
 NM0647
 NM0647.The modeled gravity was interpolated from observed gravity values.
 NM0647
 NM0647;                    North         East    Units  Estimated Accuracy
 NM0647;SPC NE       -   283,340.      778,010.      MT  (+/- 180 meters Scaled)
 NM0647
 NM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM956898(NAD 83)
 NM0647
 NM0647                          SUPERSEDED SURVEY CONTROL
 NM0647
 NM0647  NGVD 29 (??/??/92)  383.527  (m)         1258.29   (f) ADJ UNCH    1 2
 NM0647
 NM0647.Superseded values are not recommended for survey control.
 NM0647
 NM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0647.See file dsdata.pdf to determine how the superseded data were derived.
 NM0647
 NM0647_MARKER: DB = BENCH MARK DISK
 NM0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0647_STAMPING: P 237 1947
 NM0647_MARK LOGO: CGS
 NM0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0647+STABILITY: SURFACE MOTION
 NM0647
 NM0647  HISTORY     - Date     Condition        Report By
 NM0647  HISTORY     - 1947     MONUMENTED       CGS
 NM0647  HISTORY     - 1947     GOOD             CGS
 NM0647
 NM0647                          STATION DESCRIPTION
 NM0647
 NM0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0647'3.1 MI NE FROM NACORA.
 NM0647'3.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 NM0647'AND OMAHA RAILROAD FROM THE STATION AT NACORA, 56.3 FEET SOUTH
 NM0647'OF MILEPOST 20-20, 44.8 FEET EAST OF THE EAST RAIL, 6.0 FEET
 NM0647'SOUTH OF A FENCE CORNER POST, 2.0 FEET WEST OF A WIRE FENCE,
 NM0647'2.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0647'OF A CONCRETE POST.
 NM0647
 NM0647                          STATION RECOVERY (1947)
 NM0647
 NM0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM0647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0717 ***********************************************************************
 NM0717  DESIGNATION -  P 238
 NM0717  PID         -  NM0717
 NM0717  STATE/COUNTY-  NE/THURSTON
 NM0717  COUNTRY     -  US
 NM0717  USGS QUAD   -  PENDER NE (2017)
 NM0717
 NM0717                         *CURRENT SURVEY CONTROL
 NM0717  ______________________________________________________________________
 NM0717* NAD 83(1986) POSITION- 42 09 05.     (N) 096 30 39.     (W)   SCALED
 NM0717* NAVD 88 ORTHO HEIGHT -   431.542 (meters)     1415.82  (feet) ADJUSTED
 NM0717  ______________________________________________________________________
 NM0717  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 NM0717  DYNAMIC HEIGHT  -        431.390 (meters)     1415.32  (feet) COMP
 NM0717  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 NM0717
 NM0717  VERT ORDER      -  SECOND    CLASS 0
 NM0717
 NM0717.The horizontal coordinates were scaled from a map and have
 NM0717.an estimated accuracy of +/- 6 seconds.
 NM0717
 NM0717.The orthometric height was determined by differential leveling and
 NM0717.adjusted by the NATIONAL GEODETIC SURVEY
 NM0717.in June 1991.
 NM0717
 NM0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0717.GEOID18 height accuracy estimate available here.
 NM0717
 NM0717.Click photographs - Photos may exist for this station.
 NM0717
 NM0717.The dynamic height is computed by dividing the NAVD 88
 NM0717.geopotential number by the normal gravity value computed on the
 NM0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0717.degrees latitude (g = 980.6199 gals.).
 NM0717
 NM0717.The modeled gravity was interpolated from observed gravity values.
 NM0717
 NM0717;                    North         East    Units  Estimated Accuracy
 NM0717;SPC NE       -   263,190.      788,240.      MT  (+/- 180 meters Scaled)
 NM0717
 NM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM056695(NAD 83)
 NM0717
 NM0717                          SUPERSEDED SURVEY CONTROL
 NM0717
 NM0717  NGVD 29 (??/??/92)  431.388  (m)         1415.31   (f) ADJ UNCH    2 0
 NM0717
 NM0717.Superseded values are not recommended for survey control.
 NM0717
 NM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0717.See file dsdata.pdf to determine how the superseded data were derived.
 NM0717
 NM0717_MARKER: DB = BENCH MARK DISK
 NM0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0717_STAMPING: P 238 1947
 NM0717_MARK LOGO: CGS
 NM0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0717+STABILITY: SURFACE MOTION
 NM0717
 NM0717  HISTORY     - Date     Condition        Report By
 NM0717  HISTORY     - 1947     MONUMENTED       CGS
 NM0717  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0717
 NM0717                          STATION DESCRIPTION
 NM0717
 NM0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0717'1.4 MI W FROM WALTHILL.
 NM0717'0.3 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0717'WALTHILL TO A STREET INTERSECTION, THENCE NORTH 0.3 MILE TO A
 NM0717'DIRT T-ROAD, THENCE 0.8 MILE TO A DIRT T-ROAD, 46.5 FEET EAST
 NM0717'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26.1 FEET NORTH OF
 NM0717'THE EAST-WEST ROAD, 17.1 FEET EAST OF A POWER POLE, 11.6 FEET
 NM0717'EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF A BARBED WIRE
 NM0717'FENCE, 2.0 FEET WEST OF A 4 X 4 MARKER POST, SET IN THE TOP
 NM0717'OF A CONCRETE POST.
 NM0717
 NM0717                          STATION RECOVERY (1966)
 NM0717
 NM0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0717'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0433 ***********************************************************************
 NM0433  DESIGNATION -  P 239
 NM0433  PID         -  NM0433
 NM0433  STATE/COUNTY-  NE/THURSTON
 NM0433  COUNTRY     -  US
 NM0433  USGS QUAD   -  HOMER (2017)
 NM0433
 NM0433                         *CURRENT SURVEY CONTROL
 NM0433  ______________________________________________________________________
 NM0433* NAD 83(1986) POSITION- 42 15 47.     (N) 096 25 38.     (W)   SCALED
 NM0433* NAVD 88 ORTHO HEIGHT -   440.261 (meters)     1444.42  (feet) ADJUSTED
 NM0433  ______________________________________________________________________
 NM0433  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 NM0433  DYNAMIC HEIGHT  -        440.117 (meters)     1443.95  (feet) COMP
 NM0433  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 NM0433
 NM0433  VERT ORDER      -  SECOND    CLASS 0
 NM0433
 NM0433.The horizontal coordinates were scaled from a map and have
 NM0433.an estimated accuracy of +/- 6 seconds.
 NM0433
 NM0433.The orthometric height was determined by differential leveling and
 NM0433.adjusted by the NATIONAL GEODETIC SURVEY
 NM0433.in June 1991.
 NM0433
 NM0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0433.GEOID18 height accuracy estimate available here.
 NM0433
 NM0433.Click photographs - Photos may exist for this station.
 NM0433
 NM0433.The dynamic height is computed by dividing the NAVD 88
 NM0433.geopotential number by the normal gravity value computed on the
 NM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0433.degrees latitude (g = 980.6199 gals.).
 NM0433
 NM0433.The modeled gravity was interpolated from observed gravity values.
 NM0433
 NM0433;                    North         East    Units  Estimated Accuracy
 NM0433;SPC NE       -   275,860.      794,630.      MT  (+/- 180 meters Scaled)
 NM0433
 NM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM121821(NAD 83)
 NM0433
 NM0433                          SUPERSEDED SURVEY CONTROL
 NM0433
 NM0433  NGVD 29 (??/??/92)  440.107  (m)         1443.92   (f) ADJ UNCH    2 0
 NM0433
 NM0433.Superseded values are not recommended for survey control.
 NM0433
 NM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0433.See file dsdata.pdf to determine how the superseded data were derived.
 NM0433
 NM0433_MARKER: DB = BENCH MARK DISK
 NM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0433_STAMPING: P 239 1947
 NM0433_MARK LOGO: CGS
 NM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0433+STABILITY: SURFACE MOTION
 NM0433
 NM0433  HISTORY     - Date     Condition        Report By
 NM0433  HISTORY     - 1947     MONUMENTED       CGS
 NM0433
 NM0433                          STATION DESCRIPTION
 NM0433
 NM0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0433'4.8 MI NE FROM WINNEBAGO.
 NM0433'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0433'THENCE NORTH 2.2 MILES, 1.1 MILES SOUTH OF BENCH MARK N 239,
 NM0433'300.0 FEET NORTH OF THE CREST OF A LONG HILL, 63.3 FEET EAST OF
 NM0433'THE CENTER OF THE ROAD, 23.0 FEET EAST OF A FENCE CORNER POST,
 NM0433'1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A
 NM0433'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0433'PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0709 ***********************************************************************
 LH0709  DESIGNATION -  P 24
 LH0709  PID         -  LH0709
 LH0709  STATE/COUNTY-  NE/GOSPER
 LH0709  COUNTRY     -  US
 LH0709  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0709
 LH0709                         *CURRENT SURVEY CONTROL
 LH0709  ______________________________________________________________________
 LH0709* NAD 83(1986) POSITION- 40 29 44.     (N) 099 53 15.     (W)   SCALED
 LH0709* NAVD 88 ORTHO HEIGHT -   753.736 (meters)     2472.88  (feet) ADJUSTED
 LH0709  ______________________________________________________________________
 LH0709  GEOID HEIGHT    -        -24.462 (meters)                     GEOID18
 LH0709  DYNAMIC HEIGHT  -        753.253 (meters)     2471.30  (feet) COMP
 LH0709  MODELED GRAVITY -    979,960.2   (mgal)                       NAVD 88
 LH0709
 LH0709  VERT ORDER      -  FIRST     CLASS II
 LH0709
 LH0709.The horizontal coordinates were scaled from a map and have
 LH0709.an estimated accuracy of +/- 6 seconds.
 LH0709
 LH0709.The orthometric height was determined by differential leveling and
 LH0709.adjusted by the NATIONAL GEODETIC SURVEY
 LH0709.in June 1991.
 LH0709
 LH0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0709.GEOID18 height accuracy estimate available here.
 LH0709
 LH0709.Click photographs - Photos may exist for this station.
 LH0709
 LH0709.The dynamic height is computed by dividing the NAVD 88
 LH0709.geopotential number by the normal gravity value computed on the
 LH0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0709.degrees latitude (g = 980.6199 gals.).
 LH0709
 LH0709.The modeled gravity was interpolated from observed gravity values.
 LH0709
 LH0709;                    North         East    Units  Estimated Accuracy
 LH0709;SPC NE       -    73,530.      509,540.      MT  (+/- 180 meters Scaled)
 LH0709
 LH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK247831(NAD 83)
 LH0709
 LH0709                          SUPERSEDED SURVEY CONTROL
 LH0709
 LH0709  NGVD 29 (??/??/92)  753.442  (m)         2471.92   (f) ADJ UNCH    1 2
 LH0709
 LH0709.Superseded values are not recommended for survey control.
 LH0709
 LH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0709.See file dsdata.pdf to determine how the superseded data were derived.
 LH0709
 LH0709_MARKER: DB = BENCH MARK DISK
 LH0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0709_STAMPING: P 24 1933
 LH0709_MARK LOGO: CGS
 LH0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0709+STABILITY: SURFACE MOTION
 LH0709
 LH0709  HISTORY     - Date     Condition        Report By
 LH0709  HISTORY     - 1933     MONUMENTED       NEDR
 LH0709  HISTORY     - 1941     GOOD             CGS
 LH0709  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0709
 LH0709                          STATION DESCRIPTION
 LH0709
 LH0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0709'7.4 MI S FROM ELWOOD.
 LH0709'7.4 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0709'AT ELWOOD, 41 FEET SOUTH OF THE CENTERLINE OF A SECTION-ROAD
 LH0709'LEADING WEST, 10 FEET SOUTH OF A CORNER FENCE POST, 2 FEET EAST
 LH0709'OF A FENCE, AND 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 LH0709'A STANDARD DISK, STAMPED P 24 1933 AND SET IN THE TOP OF A
 LH0709'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0709
 LH0709                          STATION RECOVERY (1986)
 LH0709
 LH0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0709'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0710 ***********************************************************************
 LH0710  DESIGNATION -  P 24 RESET
 LH0710  PID         -  LH0710
 LH0710  STATE/COUNTY-  NE/GOSPER
 LH0710  COUNTRY     -  US
 LH0710  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0710
 LH0710                         *CURRENT SURVEY CONTROL
 LH0710  ______________________________________________________________________
 LH0710* NAD 83(1986) POSITION- 40 29 44.     (N) 099 53 15.     (W)   SCALED
 LH0710* NAVD 88 ORTHO HEIGHT -   752.117 (meters)     2467.57  (feet) ADJUSTED
 LH0710  ______________________________________________________________________
 LH0710  GEOID HEIGHT    -        -24.462 (meters)                     GEOID18
 LH0710  DYNAMIC HEIGHT  -        751.636 (meters)     2465.99  (feet) COMP
 LH0710  MODELED GRAVITY -    979,960.2   (mgal)                       NAVD 88
 LH0710
 LH0710  VERT ORDER      -  FIRST     CLASS II
 LH0710
 LH0710.The horizontal coordinates were scaled from a map and have
 LH0710.an estimated accuracy of +/- 6 seconds.
 LH0710
 LH0710.The orthometric height was determined by differential leveling and
 LH0710.adjusted by the NATIONAL GEODETIC SURVEY
 LH0710.in June 1991.
 LH0710
 LH0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0710.GEOID18 height accuracy estimate available here.
 LH0710
 LH0710.Click photographs - Photos may exist for this station.
 LH0710
 LH0710.The dynamic height is computed by dividing the NAVD 88
 LH0710.geopotential number by the normal gravity value computed on the
 LH0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0710.degrees latitude (g = 980.6199 gals.).
 LH0710
 LH0710.The modeled gravity was interpolated from observed gravity values.
 LH0710
 LH0710;                    North         East    Units  Estimated Accuracy
 LH0710;SPC NE       -    73,530.      509,540.      MT  (+/- 180 meters Scaled)
 LH0710
 LH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK247831(NAD 83)
 LH0710
 LH0710                          SUPERSEDED SURVEY CONTROL
 LH0710
 LH0710  NGVD 29 (??/??/??)  751.82   (m)         2466.6    (f) RESET       3  
 LH0710  NGVD 29 (02/14/92)  751.812  (m)         2466.57   (f) ADJUSTED    1 2
 LH0710
 LH0710.Superseded values are not recommended for survey control.
 LH0710
 LH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0710.See file dsdata.pdf to determine how the superseded data were derived.
 LH0710
 LH0710_MARKER: DB = BENCH MARK DISK
 LH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0710_STAMPING: P 24 RESET 1961
 LH0710_MARK LOGO: CGS
 LH0710_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0710+STABILITY: SURFACE MOTION
 LH0710
 LH0710  HISTORY     - Date     Condition        Report By
 LH0710  HISTORY     - 1961     MONUMENTED       NEDR
 LH0710  HISTORY     - 1986     GOOD             NGS
 LH0710
 LH0710                          STATION DESCRIPTION
 LH0710
 LH0710'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0710'6.8 MI S FROM ELWOOD.
 LH0710'THIS BENCH MARK IS LOCATED ABOUT 6.8 MILES SOUTH ALONG STATE
 LH0710'HIGHWAY 21 FROM THE COUNTY COURTHOUSE AT ELWOOD, 175 FEET SOUTH
 LH0710'OF A CONCRETE CULVERT, 100 FEET SOUTH OF THE CENTERLINE OF A
 LH0710'SECTION ROAD LEADING WEST, 216 FEET WEST OF THE CENTERLINE OF
 LH0710'THE HIGHWAY, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE, AND SET
 LH0710'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 LH0710'THE GROUND.
 LH0710
 LH0710                          STATION RECOVERY (1986)
 LH0710
 LH0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0710'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.9 KM (6.8
 LH0710'MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0710'IN THE SOUTHWEST CORNER OF THE T JUNCTION OF STATE HIGHWAY 18, 0.4 KM
 LH0710'(0.25 MI) NORTH OF MILEPOST 34, 62.8 METERS (216 FT) WEST OF THE US
 LH0710'HIGHWAY CENTERLINE, 30.5 METERS (100 FT) SOUTH OF THE STATE HIGHWAY
 LH0710'CENTERLINE, 8.2 METERS (27 FT) SOUTH OF A FENCE CORNER AND 0.3 METER
 LH0710'(1 FT) WEST OF A BARB WIRE FENCE.
 LH0710'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 LH0710'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0498 ***********************************************************************
 MK0498  DESIGNATION -  P 242
 MK0498  PID         -  MK0498
 MK0498  STATE/COUNTY-  NE/WASHINGTON
 MK0498  COUNTRY     -  US
 MK0498  USGS QUAD   -  ARLINGTON (2017)
 MK0498
 MK0498                         *CURRENT SURVEY CONTROL
 MK0498  ______________________________________________________________________
 MK0498* NAD 83(1986) POSITION- 41 27 07.     (N) 096 17 51.     (W)   SCALED
 MK0498* NAVD 88 ORTHO HEIGHT -   380.589 (meters)     1248.65  (feet) ADJUSTED
 MK0498  ______________________________________________________________________
 MK0498  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 MK0498  DYNAMIC HEIGHT  -        380.410 (meters)     1248.06  (feet) COMP
 MK0498  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 MK0498
 MK0498  VERT ORDER      -  SECOND    CLASS 0
 MK0498
 MK0498.The horizontal coordinates were scaled from a map and have
 MK0498.an estimated accuracy of +/- 6 seconds.
 MK0498
 MK0498.The orthometric height was determined by differential leveling and
 MK0498.adjusted by the NATIONAL GEODETIC SURVEY
 MK0498.in June 1991.
 MK0498
 MK0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0498.GEOID18 height accuracy estimate available here.
 MK0498
 MK0498.Click photographs - Photos may exist for this station.
 MK0498
 MK0498.The dynamic height is computed by dividing the NAVD 88
 MK0498.geopotential number by the normal gravity value computed on the
 MK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0498.degrees latitude (g = 980.6199 gals.).
 MK0498
 MK0498.The modeled gravity was interpolated from observed gravity values.
 MK0498
 MK0498;                    North         East    Units  Estimated Accuracy
 MK0498;SPC NE       -   186,330.      809,170.      MT  (+/- 180 meters Scaled)
 MK0498
 MK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257924(NAD 83)
 MK0498
 MK0498                          SUPERSEDED SURVEY CONTROL
 MK0498
 MK0498  NGVD 29 (??/??/92)  380.439  (m)         1248.16   (f) ADJ UNCH    2 0
 MK0498
 MK0498.Superseded values are not recommended for survey control.
 MK0498
 MK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0498.See file dsdata.pdf to determine how the superseded data were derived.
 MK0498
 MK0498_MARKER: DB = BENCH MARK DISK
 MK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0498_STAMPING: P 242 1947
 MK0498_MARK LOGO: CGS
 MK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0498+STABILITY: SURFACE MOTION
 MK0498
 MK0498  HISTORY     - Date     Condition        Report By
 MK0498  HISTORY     - 1947     MONUMENTED       CGS
 MK0498
 MK0498                          STATION DESCRIPTION
 MK0498
 MK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0498'2.8 MI E FROM ARLINGTON.
 MK0498'2.85 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0498'FROM THE STATION AT ARLINGTON, 0.2 MILE EAST OF A WOODEN OVERPASS
 MK0498'OVER THE TRACK, 0.1 MILE EAST OF A STONE CULVERT UNDER THE
 MK0498'TRACK, 49.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 30,
 MK0498'40.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 5.5 FEET WEST
 MK0498'OF A POWER LINE POLE, 1.5 FEET EAST OF A REFERENCE POST, SET
 MK0498'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY,
 MK0498'ABOUT 4 FEET BELOW THE TRACK AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0649 ***********************************************************************
 MK0649  DESIGNATION -  P 243
 MK0649  PID         -  MK0649
 MK0649  STATE/COUNTY-  NE/DOUGLAS
 MK0649  COUNTRY     -  US
 MK0649  USGS QUAD   -  IRVINGTON (2017)
 MK0649
 MK0649                         *CURRENT SURVEY CONTROL
 MK0649  ______________________________________________________________________
 MK0649* NAD 83(1986) POSITION- 41 19 48.     (N) 096 04 05.     (W)   SCALED
 MK0649* NAVD 88 ORTHO HEIGHT -   341.651 (meters)     1120.90  (feet) ADJUSTED
 MK0649  ______________________________________________________________________
 MK0649  GEOID HEIGHT    -        -27.766 (meters)                     GEOID18
 MK0649  DYNAMIC HEIGHT  -        341.497 (meters)     1120.39  (feet) COMP
 MK0649  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 MK0649
 MK0649  VERT ORDER      -  SECOND    CLASS 0
 MK0649
 MK0649.The horizontal coordinates were scaled from a map and have
 MK0649.an estimated accuracy of +/- 6 seconds.
 MK0649
 MK0649.The orthometric height was determined by differential leveling and
 MK0649.adjusted by the NATIONAL GEODETIC SURVEY
 MK0649.in June 1991.
 MK0649
 MK0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0649.GEOID18 height accuracy estimate available here.
 MK0649
 MK0649.Click photographs - Photos may exist for this station.
 MK0649
 MK0649.The dynamic height is computed by dividing the NAVD 88
 MK0649.geopotential number by the normal gravity value computed on the
 MK0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0649.degrees latitude (g = 980.6199 gals.).
 MK0649
 MK0649.The modeled gravity was interpolated from observed gravity values.
 MK0649
 MK0649;                    North         East    Units  Estimated Accuracy
 MK0649;SPC NE       -   173,650.      828,940.      MT  (+/- 180 meters Scaled)
 MK0649
 MK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL453795(NAD 83)
 MK0649
 MK0649                          SUPERSEDED SURVEY CONTROL
 MK0649
 MK0649  NGVD 29 (??/??/92)  341.534  (m)         1120.52   (f) ADJ UNCH    2 0
 MK0649
 MK0649.Superseded values are not recommended for survey control.
 MK0649
 MK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0649.See file dsdata.pdf to determine how the superseded data were derived.
 MK0649
 MK0649_MARKER: DB = BENCH MARK DISK
 MK0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0649_STAMPING: P 243 1947
 MK0649_MARK LOGO: CGS
 MK0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0649+STABILITY: SURFACE MOTION
 MK0649
 MK0649  HISTORY     - Date     Condition        Report By
 MK0649  HISTORY     - 1947     MONUMENTED       CGS
 MK0649  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0649
 MK0649                          STATION DESCRIPTION
 MK0649
 MK0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0649'1.1 MI NW FROM IRVINGTON AREA.
 MK0649'1.1 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 MK0649'IRVINGTON, ON THE SOUTHEAST SLOPE OF A HILL, 36.5 FEET NORTHEAST
 MK0649'OF THE CENTER OF THE PAVED ROAD, 22.0 FEET SOUTHEAST OF THE
 MK0649'CENTER OF A PRIVATE DRIVE-WAY LEADING NORTHEAST TO A FARM HOUSE,
 MK0649'17.0 FEET SOUTHWEST OF A 1 1/2-FOOT WALNUT TREE, 10.7 FEET
 MK0649'SOUTHEAST OF A 15-INCH LOCUST TREE, 2.0 FEET SOUTHEAST OF A
 MK0649'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE
 MK0649'ROAD AND PROJECTING 0.2 FOOT.
 MK0649
 MK0649                          STATION RECOVERY (1976)
 MK0649
 MK0649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0383 ***********************************************************************
 MK0383  DESIGNATION -  P 244
 MK0383  PID         -  MK0383
 MK0383  STATE/COUNTY-  NE/WASHINGTON
 MK0383  COUNTRY     -  US
 MK0383  USGS QUAD   -  HERMAN (2017)
 MK0383
 MK0383                         *CURRENT SURVEY CONTROL
 MK0383  ______________________________________________________________________
 MK0383* NAD 83(1986) POSITION- 41 39 41.     (N) 096 11 34.     (W)   SCALED
 MK0383* NAVD 88 ORTHO HEIGHT -   310.937 (meters)     1020.13  (feet) ADJUSTED
 MK0383  ______________________________________________________________________
 MK0383  GEOID HEIGHT    -        -27.676 (meters)                     GEOID18
 MK0383  DYNAMIC HEIGHT  -        310.805 (meters)     1019.70  (feet) COMP
 MK0383  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 MK0383
 MK0383  VERT ORDER      -  SECOND    CLASS 0
 MK0383
 MK0383.The horizontal coordinates were scaled from a map and have
 MK0383.an estimated accuracy of +/- 6 seconds.
 MK0383
 MK0383.The orthometric height was determined by differential leveling and
 MK0383.adjusted by the NATIONAL GEODETIC SURVEY
 MK0383.in June 1991.
 MK0383
 MK0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0383.GEOID18 height accuracy estimate available here.
 MK0383
 MK0383.Click photographs - Photos may exist for this station.
 MK0383
 MK0383.The dynamic height is computed by dividing the NAVD 88
 MK0383.geopotential number by the normal gravity value computed on the
 MK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0383.degrees latitude (g = 980.6199 gals.).
 MK0383
 MK0383.The modeled gravity was interpolated from observed gravity values.
 MK0383
 MK0383;                    North         East    Units  Estimated Accuracy
 MK0383;SPC NE       -   209,940.      816,890.      MT  (+/- 180 meters Scaled)
 MK0383
 MK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM337159(NAD 83)
 MK0383
 MK0383                          SUPERSEDED SURVEY CONTROL
 MK0383
 MK0383  NGVD 29 (??/??/92)  310.795  (m)         1019.67   (f) ADJ UNCH    2 0
 MK0383
 MK0383.Superseded values are not recommended for survey control.
 MK0383
 MK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0383.See file dsdata.pdf to determine how the superseded data were derived.
 MK0383
 MK0383_MARKER: DB = BENCH MARK DISK
 MK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0383_STAMPING: P 244 1947
 MK0383_MARK LOGO: CGS
 MK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0383+STABILITY: SURFACE MOTION
 MK0383
 MK0383  HISTORY     - Date     Condition        Report By
 MK0383  HISTORY     - 1947     MONUMENTED       CGS
 MK0383  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0383
 MK0383                          STATION DESCRIPTION
 MK0383
 MK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0383'1.6 MI SE FROM HERMAN.
 MK0383'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0383'AT HERMAN, THENCE 0.7 MILE EAST ALONG A GRAVEL ROAD, 67.0 FEET
 MK0383'EAST OF A NORTH-SOUTH SECTION LINE FENCE, 32.0 FEET NORTH OF
 MK0383'THE CENTER OF THE ROAD, 33.0 FEET SOUTHEAST OF ONE 4-FOOT MAPLE
 MK0383'TREE (THE MOST WESTERLY TREE OF THREE LARGE MAPLE TREES) AND
 MK0383'22.5 FEET SOUTH SOUTHEAST OF ANOTHER 4-FOOT MAPLE TREE (THE
 MK0383'MOST EASTERLY TREE OF THE THREE LARGE MAPLE TREES), 6.0 FEET
 MK0383'WEST OF A POWER LINE POLE, 1.5 FOOT NORTH OF THE NORTH RIGHT
 MK0383'OF WAY FENCE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A
 MK0383'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0383'0.1 FOOT.
 MK0383
 MK0383                          STATION RECOVERY (1965)
 MK0383
 MK0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0577 ***********************************************************************
 NM0577  DESIGNATION -  P 246
 NM0577  PID         -  NM0577
 NM0577  STATE/COUNTY-  NE/CUMING
 NM0577  COUNTRY     -  US
 NM0577  USGS QUAD   -  BANCROFT (2017)
 NM0577
 NM0577                         *CURRENT SURVEY CONTROL
 NM0577  ______________________________________________________________________
 NM0577* NAD 83(1986) POSITION- 42 01 13.     (N) 096 34 49.     (W)   SCALED
 NM0577* NAVD 88 ORTHO HEIGHT -   394.892 (meters)     1295.57  (feet) ADJUSTED
 NM0577  ______________________________________________________________________
 NM0577  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 NM0577  DYNAMIC HEIGHT  -        394.749 (meters)     1295.11  (feet) COMP
 NM0577  MODELED GRAVITY -    980,247.8   (mgal)                       NAVD 88
 NM0577
 NM0577  VERT ORDER      -  SECOND    CLASS 0
 NM0577
 NM0577.The horizontal coordinates were scaled from a map and have
 NM0577.an estimated accuracy of +/- 6 seconds.
 NM0577
 NM0577.The orthometric height was determined by differential leveling and
 NM0577.adjusted by the NATIONAL GEODETIC SURVEY
 NM0577.in June 1991.
 NM0577
 NM0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0577.GEOID18 height accuracy estimate available here.
 NM0577
 NM0577.Click photographs - Photos may exist for this station.
 NM0577
 NM0577.The dynamic height is computed by dividing the NAVD 88
 NM0577.geopotential number by the normal gravity value computed on the
 NM0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0577.degrees latitude (g = 980.6199 gals.).
 NM0577
 NM0577.The modeled gravity was interpolated from observed gravity values.
 NM0577
 NM0577;                    North         East    Units  Estimated Accuracy
 NM0577;SPC NE       -   248,410.      783,080.      MT  (+/- 180 meters Scaled)
 NM0577
 NM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM003548(NAD 83)
 NM0577
 NM0577                          SUPERSEDED SURVEY CONTROL
 NM0577
 NM0577  NGVD 29 (??/??/92)  394.735  (m)         1295.06   (f) ADJ UNCH    2 0
 NM0577
 NM0577.Superseded values are not recommended for survey control.
 NM0577
 NM0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0577.See file dsdata.pdf to determine how the superseded data were derived.
 NM0577
 NM0577_MARKER: DB = BENCH MARK DISK
 NM0577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0577_SP_SET: CULVERT HEADWALL
 NM0577_STAMPING: P 246 1947
 NM0577_MARK LOGO: CGS
 NM0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0577+STABILITY: SURFACE MOTION
 NM0577
 NM0577  HISTORY     - Date     Condition        Report By
 NM0577  HISTORY     - 1947     MONUMENTED       CGS
 NM0577
 NM0577                          STATION DESCRIPTION
 NM0577
 NM0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0577'0.6 MI NW FROM BANCROFT.
 NM0577'0.55 MILE NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0577'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION
 NM0577'AT BANCROFT, 2 POLES SOUTHEAST OF TELEPHONE POLE NO. 50/25, 65.2
 NM0577'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 16.5 FEET
 NM0577'SOUTHWEST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE
 NM0577'SOUTHEAST END OF THE SOUTHWEST HEAD-WALL OF A 5 X 18-FOOT DOUBLE
 NM0577'PASSAGE CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 3 FEET BELOW THE
 NM0577'TRACK AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0439 ***********************************************************************
 MK0439  DESIGNATION -  P 247
 MK0439  PID         -  MK0439
 MK0439  STATE/COUNTY-  NE/WASHINGTON
 MK0439  COUNTRY     -  US
 MK0439  USGS QUAD   -  NICKERSON (2017)
 MK0439
 MK0439                         *CURRENT SURVEY CONTROL
 MK0439  ______________________________________________________________________
 MK0439* NAD 83(1986) POSITION- 41 32 27.     (N) 096 26 16.     (W)   SCALED
 MK0439* NAVD 88 ORTHO HEIGHT -   368.764 (meters)     1209.85  (feet) ADJUSTED
 MK0439  ______________________________________________________________________
 MK0439  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 MK0439  DYNAMIC HEIGHT  -        368.604 (meters)     1209.33  (feet) COMP
 MK0439  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 MK0439
 MK0439  VERT ORDER      -  SECOND    CLASS 0
 MK0439
 MK0439.The horizontal coordinates were scaled from a map and have
 MK0439.an estimated accuracy of +/- 6 seconds.
 MK0439
 MK0439.The orthometric height was determined by differential leveling and
 MK0439.adjusted by the NATIONAL GEODETIC SURVEY
 MK0439.in June 1991.
 MK0439
 MK0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0439.GEOID18 height accuracy estimate available here.
 MK0439
 MK0439.Click photographs - Photos may exist for this station.
 MK0439
 MK0439.The dynamic height is computed by dividing the NAVD 88
 MK0439.geopotential number by the normal gravity value computed on the
 MK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0439.degrees latitude (g = 980.6199 gals.).
 MK0439
 MK0439.The modeled gravity was interpolated from observed gravity values.
 MK0439
 MK0439;                    North         East    Units  Estimated Accuracy
 MK0439;SPC NE       -   195,700.      797,060.      MT  (+/- 180 meters Scaled)
 MK0439
 MK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM137019(NAD 83)
 MK0439
 MK0439                          SUPERSEDED SURVEY CONTROL
 MK0439
 MK0439  NGVD 29 (??/??/92)  368.622  (m)         1209.39   (f) ADJ UNCH    2 0
 MK0439
 MK0439.Superseded values are not recommended for survey control.
 MK0439
 MK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0439.See file dsdata.pdf to determine how the superseded data were derived.
 MK0439
 MK0439_MARKER: DB = BENCH MARK DISK
 MK0439_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0439_SP_SET: CULVERT HEADWALL
 MK0439_STAMPING: P 247 1947
 MK0439_MARK LOGO: CGS
 MK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0439+STABILITY: SURFACE MOTION
 MK0439
 MK0439  HISTORY     - Date     Condition        Report By
 MK0439  HISTORY     - 1947     MONUMENTED       CGS
 MK0439
 MK0439                          STATION DESCRIPTION
 MK0439
 MK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0439'0.6 MI W FROM FONTANELLE.
 MK0439'0.15 MILE NORTH ALONG A GRAVEL ROAD AND 0.5 MILE WEST ALONG
 MK0439'STATE HIGHWAY NO. 91 FROM THE SCHOOL AT FONTANELLE, 0.3 MILE EAST
 MK0439'OF A NORTH-SOUTH CROSS ROAD, NEAR THE BOTTOM OF A LONG HILL, 17.0
 MK0439'FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE WEST
 MK0439'END OF THE NORTH HEAD WALL OF AN 8 X 8-FOOT CONCRETE CULVERT UNDER
 MK0439'THE HIGHWAY, ABOUT 2 FEET BELOW THE HIGHWAY.  THIS BENCH MARK IS
 MK0439'ALSO 0.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0439'RAILROAD AND 1.7 MILE EAST ALONG STATE HIGHWAY NO. 91 FROM THE
 MK0439'RAILROAD STATION AT NICKERSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0536 ***********************************************************************
 NM0536  DESIGNATION -  P 248 RESET
 NM0536  PID         -  NM0536
 NM0536  STATE/COUNTY-  NE/THURSTON
 NM0536  COUNTRY     -  US
 NM0536  USGS QUAD   -  MACY (2017)
 NM0536
 NM0536                         *CURRENT SURVEY CONTROL
 NM0536  ______________________________________________________________________
 NM0536* NAD 83(1986) POSITION- 42 02 46.     (N) 096 20 19.     (W)   SCALED
 NM0536* NAVD 88 ORTHO HEIGHT -   367.243 (meters)     1204.86  (feet) ADJUSTED
 NM0536  ______________________________________________________________________
 NM0536  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 NM0536  DYNAMIC HEIGHT  -        367.113 (meters)     1204.44  (feet) COMP
 NM0536  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 NM0536
 NM0536  VERT ORDER      -  SECOND    CLASS 0
 NM0536
 NM0536.The horizontal coordinates were scaled from a map and have
 NM0536.an estimated accuracy of +/- 6 seconds.
 NM0536
 NM0536.The orthometric height was determined by differential leveling and
 NM0536.adjusted by the NATIONAL GEODETIC SURVEY
 NM0536.in June 1991.
 NM0536
 NM0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0536.GEOID18 height accuracy estimate available here.
 NM0536
 NM0536.Click photographs - Photos may exist for this station.
 NM0536
 NM0536.The dynamic height is computed by dividing the NAVD 88
 NM0536.geopotential number by the normal gravity value computed on the
 NM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0536.degrees latitude (g = 980.6199 gals.).
 NM0536
 NM0536.The modeled gravity was interpolated from observed gravity values.
 NM0536
 NM0536;                    North         East    Units  Estimated Accuracy
 NM0536;SPC NE       -   252,090.      802,950.      MT  (+/- 180 meters Scaled)
 NM0536
 NM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM202583(NAD 83)
 NM0536
 NM0536                          SUPERSEDED SURVEY CONTROL
 NM0536
 NM0536  NGVD 29 (??/??/92)  367.095  (m)         1204.38   (f) ADJ UNCH    2 0
 NM0536
 NM0536.Superseded values are not recommended for survey control.
 NM0536
 NM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0536.See file dsdata.pdf to determine how the superseded data were derived.
 NM0536
 NM0536_MARKER: DB = BENCH MARK DISK
 NM0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0536_STAMPING: P 248 1947 RESET 1947
 NM0536_MARK LOGO: CGS
 NM0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0536+STABILITY: SURFACE MOTION
 NM0536
 NM0536  HISTORY     - Date     Condition        Report By
 NM0536  HISTORY     - 1947     MONUMENTED       CGS
 NM0536  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0536
 NM0536                          STATION DESCRIPTION
 NM0536
 NM0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0536'9.5 MI SE FROM ROSALIE.
 NM0536'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0536'THENCE 9.0 MILES EAST ALONG A DIRT AND GRAVELED ROAD.  BENCH
 NM0536'MARK IS AT THE INTERSECTION OF THE ROAD AND A FARM DRIVE LEADING
 NM0536'NORTH, ABOUT 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A
 NM0536'WOODEN BRIDGE, 59.5 FEET NORTH OF AND ABOUT 3.0 FEET HIGHER
 NM0536'THAN THE CENTER LINE OF THE ROAD, 11.0 FEET EAST OF THE CENTER
 NM0536'LINE OF THE DRIVE, 7.5 FEET SOUTHEAST OF A LONE 16-INCH ELM
 NM0536'TREE, 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET
 NM0536'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 NM0536'GROUND.
 NM0536
 NM0536                          STATION RECOVERY (1965)
 NM0536
 NM0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0059 ***********************************************************************
 LH0059  DESIGNATION -  P 249
 LH0059  PID         -  LH0059
 LH0059  STATE/COUNTY-  NE/HALL
 LH0059  COUNTRY     -  US
 LH0059  USGS QUAD   -  GRAND ISLAND (2017)
 LH0059
 LH0059                         *CURRENT SURVEY CONTROL
 LH0059  ______________________________________________________________________
 LH0059* NAD 83(1986) POSITION- 40 56 21.     (N) 098 19 09.     (W)   SCALED
 LH0059* NAVD 88 ORTHO HEIGHT -   564.299 (meters)     1851.37  (feet) ADJUSTED
 LH0059  ______________________________________________________________________
 LH0059  GEOID HEIGHT    -        -25.092 (meters)                     GEOID18
 LH0059  DYNAMIC HEIGHT  -        564.003 (meters)     1850.40  (feet) COMP
 LH0059  MODELED GRAVITY -    980,080.4   (mgal)                       NAVD 88
 LH0059
 LH0059  VERT ORDER      -  FIRST     CLASS II
 LH0059
 LH0059.This mark is at Central Nebraska Regional Airport (GRI)
 LH0059
 LH0059.The horizontal coordinates were scaled from a map and have
 LH0059.an estimated accuracy of +/- 6 seconds.
 LH0059
 LH0059.The orthometric height was determined by differential leveling and
 LH0059.adjusted by the NATIONAL GEODETIC SURVEY
 LH0059.in June 1991.
 LH0059
 LH0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0059.GEOID18 height accuracy estimate available here.
 LH0059
 LH0059.Click photographs - Photos may exist for this station.
 LH0059
 LH0059.The dynamic height is computed by dividing the NAVD 88
 LH0059.geopotential number by the normal gravity value computed on the
 LH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0059.degrees latitude (g = 980.6199 gals.).
 LH0059
 LH0059.The modeled gravity was interpolated from observed gravity values.
 LH0059
 LH0059;                    North         East    Units  Estimated Accuracy
 LH0059;SPC NE       -   124,150.      641,500.      MT  (+/- 180 meters Scaled)
 LH0059
 LH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL573322(NAD 83)
 LH0059
 LH0059                          SUPERSEDED SURVEY CONTROL
 LH0059
 LH0059  NGVD 29 (??/??/92)  564.048  (m)         1850.55   (f) ADJ UNCH    1 2
 LH0059
 LH0059.Superseded values are not recommended for survey control.
 LH0059
 LH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0059.See file dsdata.pdf to determine how the superseded data were derived.
 LH0059
 LH0059_MARKER: DB = BENCH MARK DISK
 LH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0059_STAMPING: P 249 1947
 LH0059_MARK LOGO: CGS
 LH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0059+STABILITY: SURFACE MOTION
 LH0059
 LH0059  HISTORY     - Date     Condition        Report By
 LH0059  HISTORY     - 1947     MONUMENTED       CGS
 LH0059  HISTORY     - 1949     GOOD             CGS
 LH0059  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0059
 LH0059                          STATION DESCRIPTION
 LH0059
 LH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0059'AT GRAND ISLAND.
 LH0059'AT GRAND ISLAND, AT CENTRAL AIRPORT, 118.3 FEET WEST OF
 LH0059'THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 45.0 FEET
 LH0059'EAST OF THE CENTER LINE OF A GRAVELED STREET, 36.0 FEET NORTH
 LH0059'OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE AIRPORT, 21.2
 LH0059'FEET EAST OF A TELEPHONE POLE, 3.3 FEET SOUTH OF A REFERENCE
 LH0059'POST, 0.5 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0059'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0059
 LH0059                          STATION RECOVERY (1949)
 LH0059
 LH0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0059'RECOVERED IN GOOD CONDITION.
 LH0059
 LH0059                          STATION RECOVERY (1990)
 LH0059
 LH0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0042 ***********************************************************************
 LJ0042  DESIGNATION -  P 25
 LJ0042  PID         -  LJ0042
 LJ0042  STATE/COUNTY-  NE/RED WILLOW
 LJ0042  COUNTRY     -  US
 LJ0042  USGS QUAD   -  BARTLEY (2017)
 LJ0042
 LJ0042                         *CURRENT SURVEY CONTROL
 LJ0042  ______________________________________________________________________
 LJ0042* NAD 83(1986) POSITION- 40 15 33.02   (N) 100 15 52.60   (W)   HD_HELD1
 LJ0042* NAVD 88 ORTHO HEIGHT -   703.822 (meters)     2309.12  (feet) ADJUSTED
 LJ0042  ______________________________________________________________________
 LJ0042  GEOID HEIGHT    -        -24.256 (meters)                     GEOID18
 LJ0042  DYNAMIC HEIGHT  -        703.369 (meters)     2307.64  (feet) COMP
 LJ0042  MODELED GRAVITY -    979,958.6   (mgal)                       NAVD 88
 LJ0042
 LJ0042  VERT ORDER      -  FIRST     CLASS II
 LJ0042
 LJ0042.The horizontal coordinates were determined by differentially corrected
 LJ0042.hand held GPS observations or other comparable positioning techniques
 LJ0042.and have an estimated accuracy of +/- 3 meters.
 LJ0042
 LJ0042.The orthometric height was determined by differential leveling and
 LJ0042.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0042.in June 1991.
 LJ0042
 LJ0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0042.GEOID18 height accuracy estimate available here.
 LJ0042
 LJ0042.Click photographs - Photos may exist for this station.
 LJ0042
 LJ0042.The dynamic height is computed by dividing the NAVD 88
 LJ0042.geopotential number by the normal gravity value computed on the
 LJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0042.degrees latitude (g = 980.6199 gals.).
 LJ0042
 LJ0042.The modeled gravity was interpolated from observed gravity values.
 LJ0042
 LJ0042;                    North         East    Units  Estimated Accuracy
 LJ0042;SPC NE       -    47,316.8     477,491.9     MT  (+/- 3 meters HH1 GPS) 
 LJ0042
 LJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9246057290(NAD 83)
 LJ0042
 LJ0042                          SUPERSEDED SURVEY CONTROL
 LJ0042
 LJ0042  NGVD 29 (??/??/92)  703.523  (m)         2308.14   (f) ADJ UNCH    1 2
 LJ0042
 LJ0042.Superseded values are not recommended for survey control.
 LJ0042
 LJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0042.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0042
 LJ0042_MARKER: DB = BENCH MARK DISK
 LJ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0042_STAMPING: 2308.142 P 25 1933
 LJ0042_MARK LOGO: CGS
 LJ0042_PROJECTION: PROJECTING 3 CENTIMETERS
 LJ0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0042+STABILITY: SURFACE MOTION
 LJ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0042+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2020
 LJ0042
 LJ0042  HISTORY     - Date     Condition        Report By
 LJ0042  HISTORY     - 1933     MONUMENTED       CGS
 LJ0042  HISTORY     - 1942     GOOD             CGS
 LJ0042  HISTORY     - 20201231 GOOD             NEGS
 LJ0042
 LJ0042                          STATION DESCRIPTION
 LJ0042
 LJ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0042'2.2 MI E FROM BARTLEY.
 LJ0042'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0042'FROM THE STATION AT BARTLEY, REDWILLOW COUNTY, 60 FEET WEST OF
 LJ0042'MILEPOST 268, AT A FARM-ROAD CROSSING, 45 FEET SOUTH OF THE
 LJ0042'SOUTH RAIL, AND 35 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LJ0042'A STANDARD DISK, STAMPED P 25 1933 AND SET IN THE TOP OF A
 LJ0042'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOW STAMPED
 LJ0042'2308.142 P 25 1933.
 LJ0042
 LJ0042                          STATION RECOVERY (2020)
 LJ0042
 LJ0042'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LJ0042'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND COMMERCIAL STREET IN
 LJ0042'BARTLEY, NE., GO EAST ON U.S. HIGHWAY 6 APPROXIMATELY 2.29 MI (3.68
 LJ0042'KM) TO A T INTERSECTION WITH A FIELD DRIVE ON THE RIGHT (SSE).  TURN
 LJ0042'RIGHT AND GO SOUTH-SOUTHEAST APPROXIMATELY 160 FT (48.8 M) ACROSS A
 LJ0042'SET OF RAILROAD TRACKS TO THE MARK ON THE RIGHT (WSW).  THE MARK IS
 LJ0042'APPROXIMATELY 156.0 FT (47.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 LJ0042'U.S. HIGHWAY 6 AT MILE POST 106.44, 45.0 FT (13.7 M) SOUTH-SOUTHEAST
 LJ0042'OF THE CENTERLINE OF RAILROAD TRACKS, 35.0 FT (10.7 M) WEST-SOUTHWEST
 LJ0042'OF THE CENTERLINE OF THE FIELD DRIVE (SOUTH), 2.5 FT (0.8 M) SOUTH OF
 LJ0042'AN ORANGE WITNESS POST AND 1.0 FT (0.3 M) NORTH OF AN ORANGE WITNESS
 LJ0042'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0936 ***********************************************************************
 LH0936  DESIGNATION -  P 250 RESET
 LH0936  PID         -  LH0936
 LH0936  STATE/COUNTY-  NE/ADAMS
 LH0936  COUNTRY     -  US
 LH0936  USGS QUAD   -  HASTINGS WEST (2017)
 LH0936
 LH0936                         *CURRENT SURVEY CONTROL
 LH0936  ______________________________________________________________________
 LH0936* NAD 83(1986) POSITION- 40 35 06.     (N) 098 25 14.     (W)   SCALED
 LH0936* NAVD 88 ORTHO HEIGHT -   593.72  (meters)     1947.9   (feet) RESET
 LH0936  ______________________________________________________________________
 LH0936  GEOID HEIGHT    -        -25.280 (meters)                     GEOID18
 LH0936  VERT ORDER      -  THIRD
 LH0936
 LH0936.The horizontal coordinates were scaled from a map and have
 LH0936.an estimated accuracy of +/- 6 seconds.
 LH0936
 LH0936.The orthometric height was computed from unverified reset data.
 LH0936
 LH0936.No vertical observational check was made to the station.
 LH0936
 LH0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0936.GEOID18 height accuracy estimate available here.
 LH0936
 LH0936.Click photographs - Photos may exist for this station.
 LH0936
 LH0936;                    North         East    Units  Estimated Accuracy
 LH0936;SPC NE       -    84,680.      633,680.      MT  (+/- 180 meters Scaled)
 LH0936
 LH0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK490928(NAD 83)
 LH0936
 LH0936                          SUPERSEDED SURVEY CONTROL
 LH0936
 LH0936  NGVD 29 (01/31/13)  593.49   (m)         1947.1    (f) RESET       3  
 LH0936
 LH0936.Superseded values are not recommended for survey control.
 LH0936
 LH0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0936.See file dsdata.pdf to determine how the superseded data were derived.
 LH0936
 LH0936_MARKER: DV = VERTICAL CONTROL DISK
 LH0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0936_STAMPING: P 250 RESET 1981
 LH0936_MARK LOGO: NGS
 LH0936_PROJECTION: FLUSH
 LH0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0936+STABILITY: SURFACE MOTION
 LH0936
 LH0936  HISTORY     - Date     Condition        Report By
 LH0936  HISTORY     - 1981     MONUMENTED       NEDR
 LH0936
 LH0936                          STATION DESCRIPTION
 LH0936
 LH0936'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1981
 LH0936'1.8 MI WEST FROM HASTINGS.
 LH0936'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE) FROM THE CHICAGO,
 LH0936'BURLINGTON AND QUINCY RAILROAD STATION IN HASTINGS, AT THE CITY
 LH0936'LIMITS, IN THE SOUTHEAST QUARTER OF A ROAD CROSSING.  32 FEET EAST OF
 LH0936'A NORTH-SOUTH ROAD (MARION ROAD), 105 FEET SOUTH OF THE CENTERLINE OF
 LH0936'AN EAST-WEST STREET (2ND STREET), AND 43 FEET SOUTH OF A TELEPHONE
 LH0936'COMPANY MANHOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0251 ***********************************************************************
 LH0251  DESIGNATION -  P 252
 LH0251  PID         -  LH0251
 LH0251  STATE/COUNTY-  NE/WEBSTER
 LH0251  COUNTRY     -  US
 LH0251  USGS QUAD   -  COWLES (2017)
 LH0251
 LH0251                         *CURRENT SURVEY CONTROL
 LH0251  ______________________________________________________________________
 LH0251* NAD 83(1986) POSITION- 40 09 41.     (N) 098 26 41.     (W)   SCALED
 LH0251* NAVD 88 ORTHO HEIGHT -   541.203 (meters)     1775.60  (feet) ADJUSTED
 LH0251  ______________________________________________________________________
 LH0251  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 LH0251  DYNAMIC HEIGHT  -        540.873 (meters)     1774.51  (feet) COMP
 LH0251  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 LH0251
 LH0251  VERT ORDER      -  FIRST     CLASS II
 LH0251
 LH0251.The horizontal coordinates were scaled from a map and have
 LH0251.an estimated accuracy of +/- 6 seconds.
 LH0251
 LH0251.The orthometric height was determined by differential leveling and
 LH0251.adjusted by the NATIONAL GEODETIC SURVEY
 LH0251.in June 1991.
 LH0251
 LH0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0251.GEOID18 height accuracy estimate available here.
 LH0251
 LH0251.Click photographs - Photos may exist for this station.
 LH0251
 LH0251.The dynamic height is computed by dividing the NAVD 88
 LH0251.geopotential number by the normal gravity value computed on the
 LH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0251.degrees latitude (g = 980.6199 gals.).
 LH0251
 LH0251.The modeled gravity was interpolated from observed gravity values.
 LH0251
 LH0251;                    North         East    Units  Estimated Accuracy
 LH0251;SPC NE       -    37,620.      632,480.      MT  (+/- 180 meters Scaled)
 LH0251
 LH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK472458(NAD 83)
 LH0251
 LH0251                          SUPERSEDED SURVEY CONTROL
 LH0251
 LH0251  NGVD 29 (??/??/92)  540.982  (m)         1774.87   (f) ADJ UNCH    1 2
 LH0251
 LH0251.Superseded values are not recommended for survey control.
 LH0251
 LH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0251.See file dsdata.pdf to determine how the superseded data were derived.
 LH0251
 LH0251_MARKER: DB = BENCH MARK DISK
 LH0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0251_STAMPING: P 252 1947
 LH0251_MARK LOGO: CGS
 LH0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0251+STABILITY: SURFACE MOTION
 LH0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0251+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 LH0251
 LH0251  HISTORY     - Date     Condition        Report By
 LH0251  HISTORY     - 1947     MONUMENTED       CGS
 LH0251  HISTORY     - 20061019 GOOD             INDIV
 LH0251
 LH0251                          STATION DESCRIPTION
 LH0251
 LH0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0251'0.7 MI S FROM COWLES.
 LH0251'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0251'FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER OF A
 LH0251'ROAD CROSSING, 48.0 FEET WEST OF THE WEST RAIL OF THE TRACK,
 LH0251'17.3 FEET SOUTH OF A GATE POST, 0.9 FOOT WEST OF A FENCE,
 LH0251'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0251'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LH0251
 LH0251                          STATION RECOVERY (2006)
 LH0251
 LH0251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0251'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LH0251'THE STATION AT COWLES, SET IN THE SOUTHWEST CORNER OF A PRIVATE ROAD
 LH0251'CROSSING THE RAILROAD, 48.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 LH0251'TRACKS, 17.3 FEET SOUTH OF A GATE POST, 0.9 FEET WEST OF A FENCE, SET
 LH0251'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 LH0251'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0793 ***********************************************************************
 MJ0793  DESIGNATION -  P 253
 MJ0793  PID         -  MJ0793
 MJ0793  STATE/COUNTY-  NE/DOUGLAS
 MJ0793  COUNTRY     -  US
 MJ0793  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0793
 MJ0793                         *CURRENT SURVEY CONTROL
 MJ0793  ______________________________________________________________________
 MJ0793* NAD 83(1986) POSITION- 41 13 32.78   (N) 095 55 25.94   (W)   HD_HELD1
 MJ0793* NAVD 88 ORTHO HEIGHT -   312.407 (meters)     1024.96  (feet) ADJUSTED
 MJ0793  ______________________________________________________________________
 MJ0793  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 MJ0793  DYNAMIC HEIGHT  -        312.278 (meters)     1024.53  (feet) COMP
 MJ0793  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 MJ0793
 MJ0793  VERT ORDER      -  FIRST     CLASS II
 MJ0793
 MJ0793.The horizontal coordinates were determined by differentially corrected
 MJ0793.hand held GPS observations or other comparable positioning techniques
 MJ0793.and have an estimated accuracy of +/- 3 meters.
 MJ0793
 MJ0793.The orthometric height was determined by differential leveling and
 MJ0793.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0793.in June 1991.
 MJ0793
 MJ0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0793.GEOID18 height accuracy estimate available here.
 MJ0793
 MJ0793.Click photographs - Photos may exist for this station.
 MJ0793
 MJ0793.The dynamic height is computed by dividing the NAVD 88
 MJ0793.geopotential number by the normal gravity value computed on the
 MJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0793.degrees latitude (g = 980.6199 gals.).
 MJ0793
 MJ0793.The modeled gravity was interpolated from observed gravity values.
 MJ0793
 MJ0793;                    North         East    Units  Estimated Accuracy
 MJ0793;SPC NE       -   162,648.7     841,533.7     MT  (+/- 3 meters HH1 GPS) 
 MJ0793
 MJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5492467943(NAD 83)
 MJ0793
 MJ0793                          SUPERSEDED SURVEY CONTROL
 MJ0793
 MJ0793  NGVD 29 (??/??/92)  312.288  (m)         1024.56   (f) ADJ UNCH    1 2
 MJ0793
 MJ0793.Superseded values are not recommended for survey control.
 MJ0793
 MJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0793.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0793
 MJ0793_MARKER: DB = BENCH MARK DISK
 MJ0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0793_SP_SET: BRIDGE
 MJ0793_STAMPING: P 253 1947
 MJ0793_MARK LOGO: CGS
 MJ0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0793+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 MJ0793
 MJ0793  HISTORY     - Date     Condition        Report By
 MJ0793  HISTORY     - 1947     MONUMENTED       CGS
 MJ0793  HISTORY     - 1976     GOOD             NGS
 MJ0793  HISTORY     - 20050604 GOOD             INDIV
 MJ0793  HISTORY     - 20231017 GOOD             INDIV
 MJ0793
 MJ0793                          STATION DESCRIPTION
 MJ0793
 MJ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0793'AT OMAHA.
 MJ0793'ABOUT 180 YARDS SOUTHWEST OF THE INTERSECTION OF GROVER STREET
 MJ0793'AND RIVERVIEW BOULEVARD, AT RIVERVIEW PARK, ABOUT 42 YARDS
 MJ0793'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SWIMMING POOL AT RIVERVIEW
 MJ0793'PARK, 48 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF A
 MJ0793'PARK DRIVE, SET IN THE TOP OF THE NORTHWEST EDGE OF A CONCRETE
 MJ0793'PEDESTRIAN BRIDGE, AND 17 FEET SOUTHWEST OF THE NORTHEAST END
 MJ0793'OF THE BRIDGE.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 MJ0793
 MJ0793                          STATION RECOVERY (1976)
 MJ0793
 MJ0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0793'RECOVERED IN GOOD CONDITION.
 MJ0793
 MJ0793                          STATION RECOVERY (2005)
 MJ0793
 MJ0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 MJ0793'NOW LOCATED INSIDE OMAHA'S HENRY DOORLY ZOO.  THE SWIMMING POOL IS NOW
 MJ0793'A SEA LION POOL.  THE BRIDGE IS OVER A LAGOON THAT IS NOW A SUMMER
 MJ0793'HOME TO SWINGING PRIMATES.
 MJ0793
 MJ0793                          STATION RECOVERY (2023)
 MJ0793
 MJ0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (NC)
 MJ0793'MARK IS LOCATED ON THE FLOOR OF THE NORTHWEST CORNER OF THE PEDESTRIAN
 MJ0793'BRIDGE, OUTSIDE OF THE RAILING. OUTERMOST RING OF TEXT IS PARTIALLY
 MJ0793'OBSCURED BY CEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0671 ***********************************************************************
 MJ0671  DESIGNATION -  P 254
 MJ0671  PID         -  MJ0671
 MJ0671  STATE/COUNTY-  NE/DOUGLAS
 MJ0671  COUNTRY     -  US
 MJ0671  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0671
 MJ0671                         *CURRENT SURVEY CONTROL
 MJ0671  ______________________________________________________________________
 MJ0671* NAD 83(1986) POSITION- 41 14 41.     (N) 095 58 13.     (W)   SCALED
 MJ0671* NAVD 88 ORTHO HEIGHT -   373.134 (meters)     1224.19  (feet) ADJUSTED
 MJ0671  ______________________________________________________________________
 MJ0671  GEOID HEIGHT    -        -27.445 (meters)                     GEOID18
 MJ0671  DYNAMIC HEIGHT  -        372.975 (meters)     1223.67  (feet) COMP
 MJ0671  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 MJ0671
 MJ0671  VERT ORDER      -  FIRST     CLASS II
 MJ0671
 MJ0671.The horizontal coordinates were scaled from a map and have
 MJ0671.an estimated accuracy of +/- 6 seconds.
 MJ0671
 MJ0671.The orthometric height was determined by differential leveling and
 MJ0671.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0671.in June 1991.
 MJ0671
 MJ0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0671.GEOID18 height accuracy estimate available here.
 MJ0671
 MJ0671.Click photographs - Photos may exist for this station.
 MJ0671
 MJ0671.The dynamic height is computed by dividing the NAVD 88
 MJ0671.geopotential number by the normal gravity value computed on the
 MJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0671.degrees latitude (g = 980.6199 gals.).
 MJ0671
 MJ0671.The modeled gravity was interpolated from observed gravity values.
 MJ0671
 MJ0671;                    North         East    Units  Estimated Accuracy
 MJ0671;SPC NE       -   164,570.      837,550.      MT  (+/- 180 meters Scaled)
 MJ0671
 MJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF511701(NAD 83)
 MJ0671
 MJ0671                          SUPERSEDED SURVEY CONTROL
 MJ0671
 MJ0671  NGVD 29 (??/??/92)  373.009  (m)         1223.78   (f) ADJ UNCH    1 2
 MJ0671
 MJ0671.Superseded values are not recommended for survey control.
 MJ0671
 MJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0671.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0671
 MJ0671_MARKER: DB = BENCH MARK DISK
 MJ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0671_STAMPING: P 254 1947
 MJ0671_MARK LOGO: CGS
 MJ0671_PROJECTION: FLUSH
 MJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0671+STABILITY: SURFACE MOTION
 MJ0671
 MJ0671  HISTORY     - Date     Condition        Report By
 MJ0671  HISTORY     - 1947     MONUMENTED       CGS
 MJ0671  HISTORY     - 1976     POOR             LOCSUR
 MJ0671
 MJ0671                          STATION DESCRIPTION
 MJ0671
 MJ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0671'AT OMAHA.
 MJ0671'AT OMAHA, ALONG WOOLWORTH AVENUE AND IN THE FIELDS GOLF COURSE,
 MJ0671'408.8 FEET EAST OF THE SOUTHEAST CORNER OF THE EAST END OF A
 MJ0671'STEEL AND CONCRETE BRIDGE OVER THE OMAHA BELT (UNION PACIFIC)
 MJ0671'RAILROAD, 390.9 FEET EAST OF THE HEAVY NET WIRE FENCE WHICH IS
 MJ0671'ALONG THE WEST SIDE OF THE FIELDS GOLF COURSE, 23.7 FEET SOUTH
 MJ0671'OF THE SOUTH EDGE OF THE SOUTH CURB OF WOOLWORTH AVENUE, 18.1
 MJ0671'FEET SOUTHEAST OF A 15-INCH COTTONWOOD TREE, 10.3 FEET NORTHEAST
 MJ0671'OF A 15-INCH ELM TREE, 5.0 FEET SOUTH OF THE JUNCTION POINT OF TWO
 MJ0671'LINES MADE ON TOP OF A 1 FOOT REFERENCE BLOCK WHICH HAS USBM 5
 MJ0671'STENCILED ON TOP AND WHICH IS FLUSH WITH THE GROUND, SET IN A CONCRETE
 MJ0671'POST 0.2 FOOT UNDERGROUND.
 MJ0671
 MJ0671                          STATION RECOVERY (1976)
 MJ0671
 MJ0671'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0671'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0811 ***********************************************************************
 MJ0811  DESIGNATION -  P 255
 MJ0811  PID         -  MJ0811
 MJ0811  STATE/COUNTY-  NE/DOUGLAS
 MJ0811  COUNTRY     -  US
 MJ0811  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0811
 MJ0811                         *CURRENT SURVEY CONTROL
 MJ0811  ______________________________________________________________________
 MJ0811* NAD 83(1986) POSITION- 41 13 54.     (N) 095 58 33.     (W)   SCALED
 MJ0811* NAVD 88 ORTHO HEIGHT -   371.397 (meters)     1218.49  (feet) ADJUSTED
 MJ0811  ______________________________________________________________________
 MJ0811  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 MJ0811  DYNAMIC HEIGHT  -        371.240 (meters)     1217.98  (feet) COMP
 MJ0811  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 MJ0811
 MJ0811  VERT ORDER      -  FIRST     CLASS II
 MJ0811
 MJ0811.The horizontal coordinates were scaled from a map and have
 MJ0811.an estimated accuracy of +/- 6 seconds.
 MJ0811
 MJ0811.The orthometric height was determined by differential leveling and
 MJ0811.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0811.in June 1991.
 MJ0811
 MJ0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0811.GEOID18 height accuracy estimate available here.
 MJ0811
 MJ0811.Click photographs - Photos may exist for this station.
 MJ0811
 MJ0811.The dynamic height is computed by dividing the NAVD 88
 MJ0811.geopotential number by the normal gravity value computed on the
 MJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0811.degrees latitude (g = 980.6199 gals.).
 MJ0811
 MJ0811.The modeled gravity was interpolated from observed gravity values.
 MJ0811
 MJ0811;                    North         East    Units  Estimated Accuracy
 MJ0811;SPC NE       -   163,100.      837,150.      MT  (+/- 180 meters Scaled)
 MJ0811
 MJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505687(NAD 83)
 MJ0811
 MJ0811                          SUPERSEDED SURVEY CONTROL
 MJ0811
 MJ0811  NGVD 29 (??/??/92)  371.274  (m)         1218.09   (f) ADJ UNCH    1 2
 MJ0811
 MJ0811.Superseded values are not recommended for survey control.
 MJ0811
 MJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0811.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0811
 MJ0811_MARKER: DB = BENCH MARK DISK
 MJ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0811_STAMPING: P 255 1947
 MJ0811_MARK LOGO: CGS
 MJ0811_PROJECTION: FLUSH
 MJ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0811+STABILITY: SURFACE MOTION
 MJ0811
 MJ0811  HISTORY     - Date     Condition        Report By
 MJ0811  HISTORY     - 1947     MONUMENTED       CGS
 MJ0811  HISTORY     - 1976     GOOD             NGS
 MJ0811  HISTORY     - 20100429 GOOD             INDIV
 MJ0811
 MJ0811                          STATION DESCRIPTION
 MJ0811
 MJ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0811'AT OMAHA.
 MJ0811'AT OMAHA, AT THE JUNCTION OF SOUTH 42ND STREET AND FREDERICK
 MJ0811'STREET, 61.1 FEET NORTHWEST OF THE CENTER OF AN IRON MAN HOLE
 MJ0811'COVER AT THE APPROXIMATE CENTER OF THE STREET JUNCTION, 41.4 FEET
 MJ0811'WEST OF THE WEST EDGE OF THE WEST CURB OF SOUTH 42ND STREET,
 MJ0811'28.0 FEET NORTH OF THE APPROXIMATE CENTER LINE OF FREDERICK
 MJ0811'STREET, 16.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MJ0811'BRICK AND CONCRETE PORCH OF A LARGE BRICK HOUSE AT 3028 SOUTH
 MJ0811'42ND STREET, 15.3 FEET NORTH OF THE JUNCTION OF TWO LINES MADE
 MJ0811'ON THE TOP OF A 1-FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH
 MJ0811'IS MARKED U S B M 15 AND IS FLUSH WITH THE TOP OF THE GROUND,
 MJ0811'11.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALK
 MJ0811'LEADING NORTHWEST TO HOUSE NO. 3028, SET IN A CONCRETE POST
 MJ0811'0.2 FOOT UNDERGROUND.
 MJ0811
 MJ0811                          STATION RECOVERY (1976)
 MJ0811
 MJ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0811'RECOVERED IN GOOD CONDITION.
 MJ0811
 MJ0811                          STATION RECOVERY (2010)
 MJ0811
 MJ0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MJ0811'REAL TIME NETWORK GPS OBSERVATION.
 MJ0811'41 13'54.845''N     95 58'33.695''W
 MJ0811'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1040 ***********************************************************************
 LF1040  DESIGNATION -  P 256
 LF1040  PID         -  LF1040
 LF1040  STATE/COUNTY-  NE/CASS
 LF1040  COUNTRY     -  US
 LF1040  USGS QUAD   -  MURRAY (2017)
 LF1040
 LF1040                         *CURRENT SURVEY CONTROL
 LF1040  ______________________________________________________________________
 LF1040* NAD 83(1986) POSITION- 40 52 48.     (N) 095 53 31.     (W)   SCALED
 LF1040* NAVD 88 ORTHO HEIGHT -   328.285 (meters)     1077.05  (feet) ADJUSTED
 LF1040  ______________________________________________________________________
 LF1040  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 LF1040  DYNAMIC HEIGHT  -        328.139 (meters)     1076.57  (feet) COMP
 LF1040  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 LF1040
 LF1040  VERT ORDER      -  SECOND    CLASS 0
 LF1040
 LF1040.The horizontal coordinates were scaled from a map and have
 LF1040.an estimated accuracy of +/- 6 seconds.
 LF1040
 LF1040.The orthometric height was determined by differential leveling and
 LF1040.adjusted by the NATIONAL GEODETIC SURVEY
 LF1040.in June 1991.
 LF1040
 LF1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1040.GEOID18 height accuracy estimate available here.
 LF1040
 LF1040.Click photographs - Photos may exist for this station.
 LF1040
 LF1040.The dynamic height is computed by dividing the NAVD 88
 LF1040.geopotential number by the normal gravity value computed on the
 LF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1040.degrees latitude (g = 980.6199 gals.).
 LF1040
 LF1040.The modeled gravity was interpolated from observed gravity values.
 LF1040
 LF1040;                    North         East    Units  Estimated Accuracy
 LF1040;SPC NE       -   124,430.      846,030.      MT  (+/- 180 meters Scaled)
 LF1040
 LF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563294(NAD 83)
 LF1040
 LF1040                          SUPERSEDED SURVEY CONTROL
 LF1040
 LF1040  NGVD 29 (??/??/92)  328.184  (m)         1076.72   (f) ADJ UNCH    2 0
 LF1040
 LF1040.Superseded values are not recommended for survey control.
 LF1040
 LF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1040.See file dsdata.pdf to determine how the superseded data were derived.
 LF1040
 LF1040_MARKER: DB = BENCH MARK DISK
 LF1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1040_STAMPING: P 256 1947
 LF1040_MARK LOGO: CGS
 LF1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1040+STABILITY: SURFACE MOTION
 LF1040
 LF1040  HISTORY     - Date     Condition        Report By
 LF1040  HISTORY     - 1947     MONUMENTED       CGS
 LF1040  HISTORY     - 1950     GOOD             CGS
 LF1040  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1040
 LF1040                          STATION DESCRIPTION
 LF1040
 LF1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1040'4.5 MI SE FROM MURRAY.
 LF1040'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1040'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED
 LF1040'DIRT ROAD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LF1040'206.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE,
 LF1040'137.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 LF1040'42.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 LF1040'17.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2.0 FEET NORTH
 LF1040'OF A 4 X 4 MARKER POST, 1.0 FOOT EAST OF A FENCE, SET IN
 LF1040'THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
 LF1040
 LF1040                          STATION RECOVERY (1950)
 LF1040
 LF1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LF1040'RECOVERED IN GOOD CONDITION.
 LF1040
 LF1040                          STATION RECOVERY (2006)
 LF1040
 LF1040'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0109 ***********************************************************************
 LG0109  DESIGNATION -  P 257
 LG0109  PID         -  LG0109
 LG0109  STATE/COUNTY-  NE/OTOE
 LG0109  COUNTRY     -  US
 LG0109  USGS QUAD   -  DUNBAR (2017)
 LG0109
 LG0109                         *CURRENT SURVEY CONTROL
 LG0109  ______________________________________________________________________
 LG0109* NAD 83(1986) POSITION- 40 41 51.     (N) 096 01 33.     (W)   SCALED
 LG0109* NAVD 88 ORTHO HEIGHT -   350.158 (meters)     1148.81  (feet) ADJUSTED
 LG0109  ______________________________________________________________________
 LG0109  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 LG0109  DYNAMIC HEIGHT  -        349.979 (meters)     1148.22  (feet) COMP
 LG0109  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LG0109
 LG0109  VERT ORDER      -  SECOND    CLASS 0
 LG0109
 LG0109.The horizontal coordinates were scaled from a map and have
 LG0109.an estimated accuracy of +/- 6 seconds.
 LG0109
 LG0109.The orthometric height was determined by differential leveling and
 LG0109.adjusted by the NATIONAL GEODETIC SURVEY
 LG0109.in June 1991.
 LG0109
 LG0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0109.GEOID18 height accuracy estimate available here.
 LG0109
 LG0109.Click photographs - Photos may exist for this station.
 LG0109
 LG0109.The dynamic height is computed by dividing the NAVD 88
 LG0109.geopotential number by the normal gravity value computed on the
 LG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0109.degrees latitude (g = 980.6199 gals.).
 LG0109
 LG0109.The modeled gravity was interpolated from observed gravity values.
 LG0109
 LG0109;                    North         East    Units  Estimated Accuracy
 LG0109;SPC NE       -   103,660.      835,690.      MT  (+/- 180 meters Scaled)
 LG0109
 LG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512094(NAD 83)
 LG0109
 LG0109                          SUPERSEDED SURVEY CONTROL
 LG0109
 LG0109  NGVD 29 (??/??/92)  350.042  (m)         1148.43   (f) ADJ UNCH    2 0
 LG0109
 LG0109.Superseded values are not recommended for survey control.
 LG0109
 LG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0109.See file dsdata.pdf to determine how the superseded data were derived.
 LG0109
 LG0109_MARKER: DB = BENCH MARK DISK
 LG0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0109_STAMPING: P 257 1947
 LG0109_MARK LOGO: CGS
 LG0109_PROJECTION: PROJECTING 10 CENTIMETERS
 LG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0109+STABILITY: SURFACE MOTION
 LG0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0109+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2022
 LG0109
 LG0109  HISTORY     - Date     Condition        Report By
 LG0109  HISTORY     - 1947     MONUMENTED       CGS
 LG0109  HISTORY     - 20220104 GOOD             JORSUR
 LG0109
 LG0109                          STATION DESCRIPTION
 LG0109
 LG0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0109'2.3 MI N FROM DUNBAR.
 LG0109'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0109'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, AT A T ROAD
 LG0109'JUNCTION, 145.0 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 LG0109'WEST ROAD, 35.0 FEET EAST OF AND 3.0 FEET HIGHER THAN THE CENTER
 LG0109'LINE OF A ROAD LEADING NORTH, 10.9 FEET SOUTH OF A TELEPHONE
 LG0109'POLE, 2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET WEST OF A
 LG0109'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0109'ABOVE THE GROUND.
 LG0109
 LG0109                          STATION RECOVERY (2022)
 LG0109
 LG0109'RECOVERY NOTE BY JORGENSEN SURVEYING 2022 (BAJ)
 LG0109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0962 ***********************************************************************
 LF0962  DESIGNATION -  P 258
 LF0962  PID         -  LF0962
 LF0962  STATE/COUNTY-  NE/OTOE
 LF0962  COUNTRY     -  US
 LF0962  USGS QUAD   -  JULIAN (2017)
 LF0962
 LF0962                         *CURRENT SURVEY CONTROL
 LF0962  ______________________________________________________________________
 LF0962* NAD 83(1986) POSITION- 40 35 58.     (N) 095 47 00.     (W)   SCALED
 LF0962* NAVD 88 ORTHO HEIGHT -   277.615 (meters)      910.81  (feet) ADJUSTED
 LF0962  ______________________________________________________________________
 LF0962  GEOID HEIGHT    -        -29.624 (meters)                     GEOID18
 LF0962  DYNAMIC HEIGHT  -        277.469 (meters)      910.33  (feet) COMP
 LF0962  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 LF0962
 LF0962  VERT ORDER      -  SECOND    CLASS 0
 LF0962
 LF0962.The horizontal coordinates were scaled from a map and have
 LF0962.an estimated accuracy of +/- 6 seconds.
 LF0962
 LF0962.The orthometric height was determined by differential leveling and
 LF0962.adjusted by the NATIONAL GEODETIC SURVEY
 LF0962.in June 1991.
 LF0962
 LF0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0962.GEOID18 height accuracy estimate available here.
 LF0962
 LF0962.Click photographs - Photos may exist for this station.
 LF0962
 LF0962.The dynamic height is computed by dividing the NAVD 88
 LF0962.geopotential number by the normal gravity value computed on the
 LF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0962.degrees latitude (g = 980.6199 gals.).
 LF0962
 LF0962.The modeled gravity was interpolated from observed gravity values.
 LF0962
 LF0962;                    North         East    Units  Estimated Accuracy
 LF0962;SPC NE       -    93,760.      856,690.      MT  (+/- 180 meters Scaled)
 LF0962
 LF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE644980(NAD 83)
 LF0962
 LF0962                          SUPERSEDED SURVEY CONTROL
 LF0962
 LF0962  NGVD 29 (??/??/92)  277.513  (m)          910.47   (f) ADJ UNCH    2 0
 LF0962
 LF0962.Superseded values are not recommended for survey control.
 LF0962
 LF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0962.See file dsdata.pdf to determine how the superseded data were derived.
 LF0962
 LF0962_MARKER: DB = BENCH MARK DISK
 LF0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0962_STAMPING: P 258 1947
 LF0962_MARK LOGO: CGS
 LF0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0962+STABILITY: SURFACE MOTION
 LF0962
 LF0962  HISTORY     - Date     Condition        Report By
 LF0962  HISTORY     - 1947     MONUMENTED       CGS
 LF0962  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0962
 LF0962                          STATION DESCRIPTION
 LF0962
 LF0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0962'9 MI SE FROM NEBRASKA CITY.
 LF0962'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0962'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0962'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0962'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN ASPHALT
 LF0962'STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED STREET, THENCE
 LF0962'2.2 MILES SOUTH ALONG A GRVELED ROAD, THENCE 1.5 MILES EAST ALONG
 LF0962'A GRAVELED ROAD, THENCE 1.3 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 LF0962'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.8 MILES SOUTH
 LF0962'ALONG A GRAVELED ROAD, AT A CROSSROADS, 70.0 FEET EAST OF THE CENTER
 LF0962'LINE OF THE NORTH-SOUTH ROAD, 31.0 FEET NORTH OF AND 1.0 FOOT
 LF0962'LOWER THAN THE CENTER LINE OF THE EAST-WEST ROAD, 30.6 FEET EAST
 LF0962'OF A FENCE CORNER, 3.5 FEET NORTH OF A POINT 14.5 FEET EAST OF AN
 LF0962'8-INCH COTTONWOOD TREE, 2.0 FEET WEST OF A 4 X 4 MARKER POST,
 LF0962'1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0962'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LF0962
 LF0962                          STATION RECOVERY (1964)
 LF0962
 LF0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0962'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0196 ***********************************************************************
 LJ0196  DESIGNATION -  P 26
 LJ0196  PID         -  LJ0196
 LJ0196  STATE/COUNTY-  NE/HITCHCOCK
 LJ0196  COUNTRY     -  US
 LJ0196  USGS QUAD   -  MAX NE (2017)
 LJ0196
 LJ0196                         *CURRENT SURVEY CONTROL
 LJ0196  ______________________________________________________________________
 LJ0196* NAD 83(1986) POSITION- 40 07 44.56   (N) 101 17 13.46   (W)   HD_HELD1
 LJ0196* NAVD 88 ORTHO HEIGHT -   863.654 (meters)     2833.50  (feet) ADJUSTED
 LJ0196  ______________________________________________________________________
 LJ0196  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 LJ0196  DYNAMIC HEIGHT  -        863.050 (meters)     2831.52  (feet) COMP
 LJ0196  MODELED GRAVITY -    979,897.5   (mgal)                       NAVD 88
 LJ0196
 LJ0196  VERT ORDER      -  FIRST     CLASS II
 LJ0196
 LJ0196.The horizontal coordinates were determined by differentially corrected
 LJ0196.hand held GPS observations or other comparable positioning techniques
 LJ0196.and have an estimated accuracy of +/- 3 meters.
 LJ0196
 LJ0196.The orthometric height was determined by differential leveling and
 LJ0196.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0196.in June 1991.
 LJ0196
 LJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0196.GEOID18 height accuracy estimate available here.
 LJ0196
 LJ0196.Click photographs - Photos may exist for this station.
 LJ0196
 LJ0196.The dynamic height is computed by dividing the NAVD 88
 LJ0196.geopotential number by the normal gravity value computed on the
 LJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0196.degrees latitude (g = 980.6199 gals.).
 LJ0196
 LJ0196.The modeled gravity was interpolated from observed gravity values.
 LJ0196
 LJ0196;                    North         East    Units  Estimated Accuracy
 LJ0196;SPC NE       -    33,650.9     390,309.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0196
 LJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0513544587(NAD 83)
 LJ0196
 LJ0196                          SUPERSEDED SURVEY CONTROL
 LJ0196
 LJ0196  NGVD 29 (??/??/92)  863.312  (m)         2832.38   (f) ADJ UNCH    1 2
 LJ0196
 LJ0196.Superseded values are not recommended for survey control.
 LJ0196
 LJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0196
 LJ0196_MARKER: DB = BENCH MARK DISK
 LJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0196_STAMPING: 2832.383 P 26 1933
 LJ0196_MARK LOGO: CGS
 LJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0196+STABILITY: SURFACE MOTION
 LJ0196
 LJ0196  HISTORY     - Date     Condition        Report By
 LJ0196  HISTORY     - 1933     MONUMENTED       CGS
 LJ0196  HISTORY     - 1959     MARK NOT FOUND   CGS
 LJ0196  HISTORY     - 1962     MARK NOT FOUND   CGS
 LJ0196  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0196
 LJ0196                          STATION DESCRIPTION
 LJ0196
 LJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LJ0196'3.5 MI W FROM STRATTON.
 LJ0196'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0196'FROM THE STATION AT STRATTON, HITCHCOCK COUNTY, AT A COUNTY-ROAD
 LJ0196'CROSSING, 24 POLES EAST OF MILEPOST 325, 94 FEET SOUTH OF THE
 LJ0196'CENTERLINE OF U.S. HIGHWAY 34, 59 FEET EAST OF THE ROAD, AND 35
 LJ0196'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED P 26
 LJ0196'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0196'ABOVE GROUND.  NOW STAMPED 2832.383 P 26 1933.
 LJ0196
 LJ0196                          STATION RECOVERY (1962)
 LJ0196
 LJ0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LJ0196'MARK NOT FOUND.
 LJ0196
 LJ0196                          STATION RECOVERY (1977)
 LJ0196
 LJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0755 ***********************************************************************
 LF0755  DESIGNATION -  P 260
 LF0755  PID         -  LF0755
 LF0755  STATE/COUNTY-  NE/NEMAHA
 LF0755  COUNTRY     -  US
 LF0755  USGS QUAD   -  NEMAHA (2017)
 LF0755
 LF0755                         *CURRENT SURVEY CONTROL
 LF0755  ______________________________________________________________________
 LF0755* NAD 83(1986) POSITION- 40 19 13.     (N) 095 40 36.     (W)   SCALED
 LF0755* NAVD 88 ORTHO HEIGHT -   271.091 (meters)      889.40  (feet) ADJUSTED
 LF0755  ______________________________________________________________________
 LF0755  GEOID HEIGHT    -        -30.051 (meters)                     GEOID18
 LF0755  DYNAMIC HEIGHT  -        270.947 (meters)      888.93  (feet) COMP
 LF0755  MODELED GRAVITY -    980,089.3   (mgal)                       NAVD 88
 LF0755
 LF0755  VERT ORDER      -  SECOND    CLASS 0
 LF0755
 LF0755.The horizontal coordinates were scaled from a map and have
 LF0755.an estimated accuracy of +/- 6 seconds.
 LF0755
 LF0755.The orthometric height was determined by differential leveling and
 LF0755.adjusted by the NATIONAL GEODETIC SURVEY
 LF0755.in June 1991.
 LF0755
 LF0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0755.GEOID18 height accuracy estimate available here.
 LF0755
 LF0755.Click photographs - Photos may exist for this station.
 LF0755
 LF0755.The dynamic height is computed by dividing the NAVD 88
 LF0755.geopotential number by the normal gravity value computed on the
 LF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0755.degrees latitude (g = 980.6199 gals.).
 LF0755
 LF0755.The modeled gravity was interpolated from observed gravity values.
 LF0755
 LF0755;                    North         East    Units  Estimated Accuracy
 LF0755;SPC NE       -    63,250.      867,260.      MT  (+/- 180 meters Scaled)
 LF0755
 LF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE725667(NAD 83)
 LF0755
 LF0755                          SUPERSEDED SURVEY CONTROL
 LF0755
 LF0755  NGVD 29 (??/??/92)  271.018  (m)          889.16   (f) ADJ UNCH    2 0
 LF0755
 LF0755.Superseded values are not recommended for survey control.
 LF0755
 LF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0755.See file dsdata.pdf to determine how the superseded data were derived.
 LF0755
 LF0755_MARKER: DB = BENCH MARK DISK
 LF0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0755_STAMPING: P 260 1947
 LF0755_MARK LOGO: CGS
 LF0755_PROJECTION: PROJECTING 3 CENTIMETERS
 LF0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0755+STABILITY: SURFACE MOTION
 LF0755
 LF0755  HISTORY     - Date     Condition        Report By
 LF0755  HISTORY     - 1947     MONUMENTED       CGS
 LF0755  HISTORY     - 1960     MARK NOT FOUND   CGS
 LF0755
 LF0755                          STATION DESCRIPTION
 LF0755
 LF0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0755'1.4 MI S FROM NEMAHA.
 LF0755'1.4 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0755'AT NEMAHA, 0.25 MILE SOUTH OF A STEEL BRIDGE OVER THE NEMAHA
 LF0755'RIVER, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 62.0
 LF0755'FEET WEST OF THE CENTER OF THE HIGHWAY, 36.0 FEET SOUTH
 LF0755'OF THE CENTER OF THE GRAVEL ROAD LEADING WEST, 3.2 FEET
 LF0755'SOUTHEAST OF A GUY WIRE BRACED TELEPHONE POLE, 1.8 FOOT
 LF0755'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 LF0755'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.1 FOOT.  NOTE-- NO
 LF0755'TELEPHONE POLE IN SW QUADRANT OF ROAD, NO REFERENCE POST.
 LF0755'GROUND WAS UNDER CULTIVATION AND CONSIDERABLE DIRT THROWN TO
 LF0755'APPROXIMATE LOCATION.
 LF0755
 LF0755                          STATION RECOVERY (1960)
 LF0755
 LF0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LF0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0756 ***********************************************************************
 LF0756  DESIGNATION -  P 260 RESET
 LF0756  PID         -  LF0756
 LF0756  STATE/COUNTY-  NE/NEMAHA
 LF0756  COUNTRY     -  US
 LF0756  USGS QUAD   -  NEMAHA (2017)
 LF0756
 LF0756                         *CURRENT SURVEY CONTROL
 LF0756  ______________________________________________________________________
 LF0756* NAD 83(1986) POSITION- 40 19 13.     (N) 095 40 35.     (W)   SCALED
 LF0756* NAVD 88 ORTHO HEIGHT -   270.67  (meters)      888.0   (feet) RESET
 LF0756  ______________________________________________________________________
 LF0756  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 LF0756  VERT ORDER      -  THIRD
 LF0756
 LF0756.The horizontal coordinates were scaled from a map and have
 LF0756.an estimated accuracy of +/- 6 seconds.
 LF0756
 LF0756.The orthometric height was computed from unverified reset data.
 LF0756
 LF0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0756.GEOID18 height accuracy estimate available here.
 LF0756
 LF0756.Click photographs - Photos may exist for this station.
 LF0756
 LF0756;                    North         East    Units  Estimated Accuracy
 LF0756;SPC NE       -    63,250.      867,280.      MT  (+/- 180 meters Scaled)
 LF0756
 LF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE726667(NAD 83)
 LF0756
 LF0756                          SUPERSEDED SURVEY CONTROL
 LF0756
 LF0756  NGVD 29 (??/??/??)  270.60   (m)          887.8    (f) RESET       3  
 LF0756
 LF0756.Superseded values are not recommended for survey control.
 LF0756
 LF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0756.See file dsdata.pdf to determine how the superseded data were derived.
 LF0756
 LF0756_MARKER: DB = BENCH MARK DISK
 LF0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0756_STAMPING: P 26 RESET 1965
 LF0756_MARK LOGO: CGS
 LF0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0756+STABILITY: SURFACE MOTION
 LF0756
 LF0756  HISTORY     - Date     Condition        Report By
 LF0756  HISTORY     - 1965     MONUMENTED       CGS
 LF0756  HISTORY     - 1974     GOOD             LOCENG
 LF0756
 LF0756                          STATION DESCRIPTION
 LF0756
 LF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0756'1.4 MI S FROM NEMAHA.
 LF0756'1.4 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 LF0756'AT NEMAHA, IN THE NORTHWEST ANGLE OF A T-INTERSECTION, ABOUT
 LF0756'0.25 MILE SOUTH OF A STEEL BRIDGE, ABOUT 138 FEET WEST OF THE
 LF0756'CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER LINE
 LF0756'OF AN EAST-WEST ROAD, 1.5 FEET EAST OF A TELEPHONE POLE AND 1.5
 LF0756'FEET WEST OF A METAL WITNESS POST.  A STANDARD DISK SET IN
 LF0756'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LF0756
 LF0756                          STATION RECOVERY (1974)
 LF0756
 LF0756'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LF0756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0855 ***********************************************************************
 NM0855  DESIGNATION -  P 261
 NM0855  PID         -  NM0855
 NM0855  STATE/COUNTY-  NE/DIXON
 NM0855  COUNTRY     -  US
 NM0855  USGS QUAD   -  PONCA (2017)
 NM0855
 NM0855                         *CURRENT SURVEY CONTROL
 NM0855  ______________________________________________________________________
 NM0855* NAD 83(1986) POSITION- 42 33 43.2    (N) 096 42 14.7    (W)   HD_HELD2
 NM0855* NAVD 88 ORTHO HEIGHT -   348.525 (meters)     1143.45  (feet) ADJUSTED
 NM0855  ______________________________________________________________________
 NM0855  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 NM0855  DYNAMIC HEIGHT  -        348.416 (meters)     1143.09  (feet) COMP
 NM0855  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 NM0855
 NM0855  VERT ORDER      -  SECOND    CLASS 0
 NM0855
 NM0855.The horizontal coordinates were established by autonomous hand held GPS
 NM0855.observations and have an estimated accuracy of +/- 10 meters.
 NM0855
 NM0855.The orthometric height was determined by differential leveling and
 NM0855.adjusted by the NATIONAL GEODETIC SURVEY
 NM0855.in June 1991.
 NM0855
 NM0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0855.GEOID18 height accuracy estimate available here.
 NM0855
 NM0855.Click photographs - Photos may exist for this station.
 NM0855
 NM0855.The dynamic height is computed by dividing the NAVD 88
 NM0855.geopotential number by the normal gravity value computed on the
 NM0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0855.degrees latitude (g = 980.6199 gals.).
 NM0855
 NM0855.The modeled gravity was interpolated from observed gravity values.
 NM0855
 NM0855;                    North         East    Units  Estimated Accuracy
 NM0855;SPC NE       -   308,126.      770,541.      MT  (+/- 10 meters HH2 GPS)
 NM0855
 NM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8846414732(NAD 83)
 NM0855
 NM0855                          SUPERSEDED SURVEY CONTROL
 NM0855
 NM0855  NGVD 29 (??/??/92)  348.349  (m)         1142.88   (f) ADJ UNCH    2 0
 NM0855
 NM0855.Superseded values are not recommended for survey control.
 NM0855
 NM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0855.See file dsdata.pdf to determine how the superseded data were derived.
 NM0855
 NM0855_MARKER: DB = BENCH MARK DISK
 NM0855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0855_SP_SET: BUILDING
 NM0855_STAMPING: P 261 1948
 NM0855_MARK LOGO: CGS
 NM0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0855+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0855
 NM0855  HISTORY     - Date     Condition        Report By
 NM0855  HISTORY     - 1948     MONUMENTED       CGS
 NM0855  HISTORY     - 20150916 GOOD             INDIV
 NM0855  HISTORY     - 20200924 GOOD             NEGS
 NM0855
 NM0855                          STATION DESCRIPTION
 NM0855
 NM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0855'AT PONCA.
 NM0855'AT PONCA, SET VERTICALLY IN THE WEST OR FRONT FACE OF THE POST
 NM0855'OFFICE BUILDING, AT THE NORTHWEST CORNER, 0.7 FOOT SOUTH OF THE
 NM0855'NORTHWEST CORNER OF THE BUILDING, 0.9 FOOT ABOVE THE SIDEWALK,
 NM0855'0.3 FOOT BELOW THE BOTTOM ROW OF BRICK, SET IN THE CONCRETE
 NM0855'FOUNDATION.
 NM0855
 NM0855                          STATION RECOVERY (2015)
 NM0855
 NM0855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 NM0855'FOUND IN GOOD CONDITION, THE BLDG IS NO LONGER A POST OFFICE THE BLDG
 NM0855'NO. IS 104 AT NORTH END OF MCCARDLES BAR, 91.8 FT. SOUTH OF THIRD ST.
 NM0855'40.5 FT. EAST OF EAST ST.
 NM0855
 NM0855                          STATION RECOVERY (2020)
 NM0855
 NM0855'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0855'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND NEBRASKA STREET
 NM0855'IN PONCA NORTHEAST.  TURN NORTH ONTO NEBRASKA STREET AND GO NORTH 0.1
 NM0855'MI (0.2 KM) TO W. THIRD STREET.  TURN RIGHT (EAST) AND GO TWO BLOCKS
 NM0855'TO EAST STREET.  TURN RIGHT (SOUTH) ON EAST STREET AND GO
 NM0855'APPROXIMATELY 78 FT (23.8 M) SOUTH TO MONUMENT SET VERTICALLY IN THE
 NM0855'FRONT FACE OF OLD POST OFFICE, ON EAST SIDE OF STREET.  THE MARK IS
 NM0855'0.7 FT (21 CM) SOUTH OF THE NORTHWEST CORNER OF THE POST OFFICE
 NM0855'BUILDING, 0.3 FT (9 CM) BELOW THE BOTTOM ROW OF BRICK, SET IN THE
 NM0855'CONCRETE FOUNDATION, 91.8 FT (28.0 M) SOUTH OF THIRD STREET, 40.5 FT
 NM0855'(12.3 M) EAST OF EAST STREET AND 0.9 FT (27 CM) HIGHER THAN THE
 NM0855'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0217 ***********************************************************************
 NM0217  DESIGNATION -  P 262
 NM0217  PID         -  NM0217
 NM0217  STATE/COUNTY-  NE/DAKOTA
 NM0217  COUNTRY     -  US
 NM0217  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0217
 NM0217                         *CURRENT SURVEY CONTROL
 NM0217  ______________________________________________________________________
 NM0217* NAD 83(1986) POSITION- 42 28 29.     (N) 096 26 50.     (W)   SCALED
 NM0217* NAVD 88 ORTHO HEIGHT -   333.029 (meters)     1092.61  (feet) ADJUSTED
 NM0217  ______________________________________________________________________
 NM0217  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NM0217  DYNAMIC HEIGHT  -        332.923 (meters)     1092.26  (feet) COMP
 NM0217  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 NM0217
 NM0217  VERT ORDER      -  SECOND    CLASS 0
 NM0217
 NM0217.The horizontal coordinates were scaled from a map and have
 NM0217.an estimated accuracy of +/- 6 seconds.
 NM0217
 NM0217.The orthometric height was determined by differential leveling and
 NM0217.adjusted by the NATIONAL GEODETIC SURVEY
 NM0217.in June 1991.
 NM0217
 NM0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0217.GEOID18 height accuracy estimate available here.
 NM0217
 NM0217.Click photographs - Photos may exist for this station.
 NM0217
 NM0217.The dynamic height is computed by dividing the NAVD 88
 NM0217.geopotential number by the normal gravity value computed on the
 NM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0217.degrees latitude (g = 980.6199 gals.).
 NM0217
 NM0217.The modeled gravity was interpolated from observed gravity values.
 NM0217
 NM0217;                    North         East    Units  Estimated Accuracy
 NM0217;SPC NE       -   299,280.      792,010.      MT  (+/- 180 meters Scaled)
 NM0217
 NM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN098056(NAD 83)
 NM0217
 NM0217                          SUPERSEDED SURVEY CONTROL
 NM0217
 NM0217  NGVD 29 (??/??/92)  332.864  (m)         1092.07   (f) ADJ UNCH    2 0
 NM0217
 NM0217.Superseded values are not recommended for survey control.
 NM0217
 NM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0217.See file dsdata.pdf to determine how the superseded data were derived.
 NM0217
 NM0217_MARKER: DB = BENCH MARK DISK
 NM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0217_STAMPING: P 262 1948
 NM0217_MARK LOGO: CGS
 NM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0217+STABILITY: SURFACE MOTION
 NM0217
 NM0217  HISTORY     - Date     Condition        Report By
 NM0217  HISTORY     - 1948     MONUMENTED       CGS
 NM0217
 NM0217                          STATION DESCRIPTION
 NM0217
 NM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0217'2.7 MI W FROM SOUTH SIOUX CITY.
 NM0217'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE AT
 NM0217'SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0217'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 WEST ALONG
 NM0217'A GRAVEL ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 NM0217'80.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 46.0
 NM0217'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17.0 FEET
 NM0217'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 9.0 FEET NORTH
 NM0217'OF A NORTH GATE POST, 0.8 FOOT EAST OF A FENCE, 1.8 FEET NORTH
 NM0217'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0217'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0422 ***********************************************************************
 LF0422  DESIGNATION -  P 266
 LF0422  PID         -  LF0422
 LF0422  STATE/COUNTY-  NE/RICHARDSON
 LF0422  COUNTRY     -  US
 LF0422  USGS QUAD   -  BARADA (2017)
 LF0422
 LF0422                         *CURRENT SURVEY CONTROL
 LF0422  ______________________________________________________________________
 LF0422* NAD 83(1986) POSITION- 40 14 33.     (N) 095 30 45.     (W)   SCALED
 LF0422* NAVD 88 ORTHO HEIGHT -   271.452 (meters)      890.59  (feet) ADJUSTED
 LF0422  ______________________________________________________________________
 LF0422  GEOID HEIGHT    -        -30.525 (meters)                     GEOID18
 LF0422  DYNAMIC HEIGHT  -        271.304 (meters)      890.10  (feet) COMP
 LF0422  MODELED GRAVITY -    980,075.3   (mgal)                       NAVD 88
 LF0422
 LF0422  VERT ORDER      -  SECOND    CLASS 0
 LF0422
 LF0422.The horizontal coordinates were scaled from a map and have
 LF0422.an estimated accuracy of +/- 6 seconds.
 LF0422
 LF0422.The orthometric height was determined by differential leveling and
 LF0422.adjusted by the NATIONAL GEODETIC SURVEY
 LF0422.in June 1991.
 LF0422
 LF0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0422.GEOID18 height accuracy estimate available here.
 LF0422
 LF0422.Click photographs - Photos may exist for this station.
 LF0422
 LF0422.The dynamic height is computed by dividing the NAVD 88
 LF0422.geopotential number by the normal gravity value computed on the
 LF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0422.degrees latitude (g = 980.6199 gals.).
 LF0422
 LF0422.The modeled gravity was interpolated from observed gravity values.
 LF0422
 LF0422;                    North         East    Units  Estimated Accuracy
 LF0422;SPC NE       -    55,340.      881,640.      MT  (+/- 180 meters Scaled)
 LF0422
 LF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE862577(NAD 83)
 LF0422
 LF0422                          SUPERSEDED SURVEY CONTROL
 LF0422
 LF0422  NGVD 29 (??/??/92)  271.381  (m)          890.36   (f) ADJ UNCH    2 0
 LF0422
 LF0422.Superseded values are not recommended for survey control.
 LF0422
 LF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0422.See file dsdata.pdf to determine how the superseded data were derived.
 LF0422
 LF0422_MARKER: DB = BENCH MARK DISK
 LF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0422_STAMPING: P 266 1947
 LF0422_MARK LOGO: CGS
 LF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0422+STABILITY: SURFACE MOTION
 LF0422
 LF0422  HISTORY     - Date     Condition        Report By
 LF0422  HISTORY     - 1947     MONUMENTED       CGS
 LF0422
 LF0422                          STATION DESCRIPTION
 LF0422
 LF0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0422'5.4 MI E FROM BARADA.
 LF0422'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0422'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD,
 LF0422'AT THE LESTER DUNN FARM HOUSE, 57.0 FEET NORTH OF A POINT IN
 LF0422'LINE WITH THE NORTH WALL OF AND 19.0 FEET EAST OF A POINT IN
 LF0422'LINE WITH THE EAST WALL OF THE FARM HOUSE, 18.0 FEET WEST OF
 LF0422'THE CENTER OF THE COUNTY ROAD, 18.0 FEET NORTH OF THE CENTER
 LF0422'OF A PRIVATE DRIVE-WAY LEADING WEST TO A FARM HOUSE, 12.8 FEET
 LF0422'EAST OF THE EAST EDGE OF A CIRCULAR CONCRETE CURB FOR A WELL,
 LF0422'1.5 FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LF0422'2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0646 ***********************************************************************
 LF0646  DESIGNATION -  P 267
 LF0646  PID         -  LF0646
 LF0646  STATE/COUNTY-  NE/RICHARDSON
 LF0646  COUNTRY     -  US
 LF0646  USGS QUAD   -  VERDON (2017)
 LF0646
 LF0646                         *CURRENT SURVEY CONTROL
 LF0646  ______________________________________________________________________
 LF0646* NAD 83(1986) POSITION- 40 08 45.     (N) 095 40 00.     (W)   SCALED
 LF0646* NAVD 88 ORTHO HEIGHT -   303.250 (meters)      994.91  (feet) ADJUSTED
 LF0646  ______________________________________________________________________
 LF0646  GEOID HEIGHT    -        -30.265 (meters)                     GEOID18
 LF0646  DYNAMIC HEIGHT  -        303.082 (meters)      994.36  (feet) COMP
 LF0646  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LF0646
 LF0646  VERT ORDER      -  SECOND    CLASS 0
 LF0646
 LF0646.The horizontal coordinates were scaled from a map and have
 LF0646.an estimated accuracy of +/- 6 seconds.
 LF0646
 LF0646.The orthometric height was determined by differential leveling and
 LF0646.adjusted by the NATIONAL GEODETIC SURVEY
 LF0646.in June 1991.
 LF0646
 LF0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0646.GEOID18 height accuracy estimate available here.
 LF0646
 LF0646.Click photographs - Photos may exist for this station.
 LF0646
 LF0646.The dynamic height is computed by dividing the NAVD 88
 LF0646.geopotential number by the normal gravity value computed on the
 LF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0646.degrees latitude (g = 980.6199 gals.).
 LF0646
 LF0646.The modeled gravity was interpolated from observed gravity values.
 LF0646
 LF0646;                    North         East    Units  Estimated Accuracy
 LF0646;SPC NE       -    43,950.      869,070.      MT  (+/- 180 meters Scaled)
 LF0646
 LF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728473(NAD 83)
 LF0646
 LF0646                          SUPERSEDED SURVEY CONTROL
 LF0646
 LF0646  NGVD 29 (??/??/92)  303.183  (m)          994.69   (f) ADJ UNCH    2 0
 LF0646
 LF0646.Superseded values are not recommended for survey control.
 LF0646
 LF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0646.See file dsdata.pdf to determine how the superseded data were derived.
 LF0646
 LF0646_MARKER: DB = BENCH MARK DISK
 LF0646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0646_SP_SET: CULVERT HEADWALL
 LF0646_STAMPING: P 267 1947
 LF0646_MARK LOGO: CGS
 LF0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0646+STABILITY: SURFACE MOTION
 LF0646
 LF0646  HISTORY     - Date     Condition        Report By
 LF0646  HISTORY     - 1947     MONUMENTED       CGS
 LF0646  HISTORY     - 1975     GOOD             NGS
 LF0646
 LF0646                          STATION DESCRIPTION
 LF0646
 LF0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0646'2.4 MI E FROM VERDON.
 LF0646'2.35 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI PACIFIC
 LF0646'RAILROAD STATION AT VERNON, 0.25 MILE EAST OF THE CROSSING OF
 LF0646'U.S. HIGHWAY NO. 73 AND STATE HIGHWAY NO. 54, 25.8 FEET NORTH
 LF0646'OF THE CENTER OF U.S. HIGHWAY NO. 73, SET TOP OF THE WEST END
 LF0646'OF THE NORTH HEAD WALL OF A 5 X 7 FOOT CONCRETE CULVERT UNDER
 LF0646'THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
 LF0646
 LF0646                          STATION RECOVERY (1975)
 LF0646
 LF0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0647 ***********************************************************************
 LF0647  DESIGNATION -  P 267 RESET
 LF0647  PID         -  LF0647
 LF0647  STATE/COUNTY-  NE/RICHARDSON
 LF0647  COUNTRY     -  US
 LF0647  USGS QUAD   -  VERDON (2017)
 LF0647
 LF0647                         *CURRENT SURVEY CONTROL
 LF0647  ______________________________________________________________________
 LF0647* NAD 83(1986) POSITION- 40 08 45.     (N) 095 40 00.     (W)   SCALED
 LF0647* NAVD 88 ORTHO HEIGHT -   303.97  (+/-2cm)      997.3   (feet) VERTCON
 LF0647  ______________________________________________________________________
 LF0647  GEOID HEIGHT    -        -30.265 (meters)                     GEOID18
 LF0647  VERT ORDER      -  THIRD (See Below)
 LF0647
 LF0647.The horizontal coordinates were scaled from a map and have
 LF0647.an estimated accuracy of +/- 6 seconds.
 LF0647
 LF0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0647
 LF0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0647.GEOID18 height accuracy estimate available here.
 LF0647
 LF0647.The vertical order pertains to the NGVD 29 superseded value.
 LF0647
 LF0647.Click photographs - Photos may exist for this station.
 LF0647
 LF0647;                    North         East    Units  Estimated Accuracy
 LF0647;SPC NE       -    43,950.      869,070.      MT  (+/- 180 meters Scaled)
 LF0647
 LF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728473(NAD 83)
 LF0647
 LF0647                          SUPERSEDED SURVEY CONTROL
 LF0647
 LF0647  NGVD 29 (01/31/13)  303.90   (m)          997.0    (f) RESET       3  
 LF0647
 LF0647.Superseded values are not recommended for survey control.
 LF0647
 LF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0647.See file dsdata.pdf to determine how the superseded data were derived.
 LF0647
 LF0647_MARKER: DV = VERTICAL CONTROL DISK
 LF0647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0647_SP_SET: CULVERT HEADWALL
 LF0647_STAMPING: P 267 RESET 1974
 LF0647_MARK LOGO: NGS
 LF0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0647+STABILITY: SURFACE MOTION
 LF0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0647+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2017
 LF0647
 LF0647  HISTORY     - Date     Condition        Report By
 LF0647  HISTORY     - 1974     MONUMENTED       NGS
 LF0647  HISTORY     - 1975     GOOD             NGS
 LF0647  HISTORY     - 20120710 GOOD             NEDR
 LF0647  HISTORY     - 20170711 GOOD             INDIV
 LF0647
 LF0647                          STATION DESCRIPTION
 LF0647
 LF0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0647'2.5 MI E FROM VERDON.
 LF0647'2.5 MILES EAST ON U.S. HIGHWAY 73 FROM THE HIGHWAY OVERPASS
 LF0647'IN VERDON AND IN A CONCRETE CULVERT HEADWALL, NEAR CENTER OF THE
 LF0647'NORTH HEADWALL AND ABOUT LEVEL WITH THE TOP OF THE HIGHWAY.
 LF0647'A STANDARD DISK STAMPED P 267 RESET 1974, CEMENTED IN A DRILL
 LF0647'HOLE IN THE CONCRETE HEADWALL.
 LF0647
 LF0647                          STATION RECOVERY (2012)
 LF0647
 LF0647'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0647'RECOVERED IN GOOD CONDITION.
 LF0647
 LF0647                          STATION RECOVERY (2017)
 LF0647
 LF0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (PS)
 LF0647'RECOVERED AS DESCRIBED, MARK IS LOCATED ON THE CENTER OF A CONCRETE
 LF0647'HEADWALL, 4.3 FEET EAST OF BOTTOM STEEL WITNESS POST, 8.55 FEET
 LF0647'NORTHEAST OF CP 13-913. ALSO 41.6 FEET NORTH OF CENTERLINE HWY 73,
 LF0647'NEAR MILE POST 13.30. MARK IS FLUSH ON CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0226 ***********************************************************************
 LH0226  DESIGNATION -  P 268
 LH0226  PID         -  LH0226
 LH0226  STATE/COUNTY-  NE/WEBSTER
 LH0226  COUNTRY     -  US
 LH0226  USGS QUAD   -  GUIDE ROCK (2017)
 LH0226
 LH0226                         *CURRENT SURVEY CONTROL
 LH0226  ______________________________________________________________________
 LH0226* NAD 83(1986) POSITION- 40 04 11.     (N) 098 18 40.     (W)   SCALED
 LH0226* NAVD 88 ORTHO HEIGHT -   499.868 (meters)     1639.98  (feet) ADJUSTED
 LH0226  ______________________________________________________________________
 LH0226  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 LH0226  DYNAMIC HEIGHT  -        499.571 (meters)     1639.01  (feet) COMP
 LH0226  MODELED GRAVITY -    980,016.1   (mgal)                       NAVD 88
 LH0226
 LH0226  VERT ORDER      -  FIRST     CLASS II
 LH0226
 LH0226.The horizontal coordinates were scaled from a map and have
 LH0226.an estimated accuracy of +/- 6 seconds.
 LH0226
 LH0226.The orthometric height was determined by differential leveling and
 LH0226.adjusted by the NATIONAL GEODETIC SURVEY
 LH0226.in June 1991.
 LH0226
 LH0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0226.GEOID18 height accuracy estimate available here.
 LH0226
 LH0226.Click photographs - Photos may exist for this station.
 LH0226
 LH0226.The dynamic height is computed by dividing the NAVD 88
 LH0226.geopotential number by the normal gravity value computed on the
 LH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0226.degrees latitude (g = 980.6199 gals.).
 LH0226
 LH0226.The modeled gravity was interpolated from observed gravity values.
 LH0226
 LH0226;                    North         East    Units  Estimated Accuracy
 LH0226;SPC NE       -    27,660.      644,060.      MT  (+/- 180 meters Scaled)
 LH0226
 LH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK587357(NAD 83)
 LH0226
 LH0226                          SUPERSEDED SURVEY CONTROL
 LH0226
 LH0226  NGVD 29 (??/??/92)  499.667  (m)         1639.32   (f) ADJ UNCH    1 2
 LH0226
 LH0226.Superseded values are not recommended for survey control.
 LH0226
 LH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0226.See file dsdata.pdf to determine how the superseded data were derived.
 LH0226
 LH0226_MARKER: DB = BENCH MARK DISK
 LH0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0226_STAMPING: P 268 1947
 LH0226_MARK LOGO: CGS
 LH0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0226+STABILITY: SURFACE MOTION
 LH0226
 LH0226  HISTORY     - Date     Condition        Report By
 LH0226  HISTORY     - 1947     MONUMENTED       CGS
 LH0226
 LH0226                          STATION DESCRIPTION
 LH0226
 LH0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0226'1 MI E FROM GUIDE ROCK.
 LH0226'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0226'FROM THE STATION AT GUIDE ROCK, 86.0 FEET EAST OF THE CENTER
 LH0226'OF A NORTH-SOUTH DIRT ROAD, 47.4 FEET SOUTH OF THE SOUTH RAIL
 LH0226'OF THE TRACK, 47.0 FEET EAST OF A 2-INCH IRON PIPE RIGHT OF WAY
 LH0226'FENCE CORNER POST, 2.5 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 LH0226'NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 LH0226'ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0065 ***********************************************************************
 LH0065  DESIGNATION -  P 269
 LH0065  PID         -  LH0065
 LH0065  STATE/COUNTY-  NE/HALL
 LH0065  COUNTRY     -  US
 LH0065  USGS QUAD   -  GRAND ISLAND (2017)
 LH0065
 LH0065                         *CURRENT SURVEY CONTROL
 LH0065  ______________________________________________________________________
 LH0065* NAD 83(1986) POSITION- 40 56 22.     (N) 098 18 27.     (W)   SCALED
 LH0065* NAVD 88 ORTHO HEIGHT -   558.390 (meters)     1831.98  (feet) ADJUSTED
 LH0065  ______________________________________________________________________
 LH0065  GEOID HEIGHT    -        -25.111 (meters)                     GEOID18
 LH0065  DYNAMIC HEIGHT  -        558.096 (meters)     1831.02  (feet) COMP
 LH0065  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 LH0065
 LH0065  VERT ORDER      -  FIRST     CLASS II
 LH0065
 LH0065.The horizontal coordinates were scaled from a map and have
 LH0065.an estimated accuracy of +/- 6 seconds.
 LH0065
 LH0065.The orthometric height was determined by differential leveling and
 LH0065.adjusted by the NATIONAL GEODETIC SURVEY
 LH0065.in June 1991.
 LH0065
 LH0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0065.GEOID18 height accuracy estimate available here.
 LH0065
 LH0065.Click photographs - Photos may exist for this station.
 LH0065
 LH0065.The dynamic height is computed by dividing the NAVD 88
 LH0065.geopotential number by the normal gravity value computed on the
 LH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0065.degrees latitude (g = 980.6199 gals.).
 LH0065
 LH0065.The modeled gravity was interpolated from observed gravity values.
 LH0065
 LH0065;                    North         East    Units  Estimated Accuracy
 LH0065;SPC NE       -   124,200.      642,480.      MT  (+/- 180 meters Scaled)
 LH0065
 LH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL582322(NAD 83)
 LH0065
 LH0065                          SUPERSEDED SURVEY CONTROL
 LH0065
 LH0065  NGVD 29 (??/??/92)  558.141  (m)         1831.17   (f) ADJ UNCH    1 2
 LH0065
 LH0065.Superseded values are not recommended for survey control.
 LH0065
 LH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0065.See file dsdata.pdf to determine how the superseded data were derived.
 LH0065
 LH0065_MARKER: DB = BENCH MARK DISK
 LH0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0065_STAMPING: P 269 1947
 LH0065_MARK LOGO: CGS
 LH0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0065+STABILITY: SURFACE MOTION
 LH0065
 LH0065  HISTORY     - Date     Condition        Report By
 LH0065  HISTORY     - 1947     MONUMENTED       CGS
 LH0065  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0065
 LH0065                          STATION DESCRIPTION
 LH0065
 LH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0065'2 MI NE FROM GRAND ISLAND.
 LH0065'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0065'STATION AT GRAND ISLAND, HALL COUNTY, 7-1/2 POLES NORTHEAST
 LH0065'OF MILEPOST 145, 548 FEET NORTHEAST OF SIGNAL 1449, 204.5 FEET
 LH0065'NORTHWEST OF THE NORTH CORNER OF THE MIDDLE CONCRETE BASE OF
 LH0065'A WATER TANK, NORTHWEST OF THE GRAND ISLAND CATTLE AND HOG
 LH0065'COMMISSION CO. PROPERTY, 46.1 FEET NORTHWEST OF THE NORTHWEST
 LH0065'RAIL OF THE NORTHWEST TRACK, 41.8 FEET NORTHEAST OF A CONCRETE
 LH0065'POST AT THE NORTHEAST END OF A WOODEN GATE AT A FIELD ENTRANCE,
 LH0065'10.2 FEET NORTHWEST OF THE FIRST POLE NORTHEAST OF A ROAD
 LH0065'CROSSING, 4.7 FEET EAST OF A POLE, 3 FEET SOUTHWEST OF A WHITE
 LH0065'WOODEN WITNESS POST, AND 1 FOOT.
 LH0065
 LH0065                          STATION RECOVERY (1960)
 LH0065
 LH0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0266 ***********************************************************************
 NO0266  DESIGNATION -  P 27
 NO0266  PID         -  NO0266
 NO0266  STATE/COUNTY-  NE/GRANT
 NO0266  COUNTRY     -  US
 NO0266  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0266
 NO0266                         *CURRENT SURVEY CONTROL
 NO0266  ______________________________________________________________________
 NO0266* NAD 83(1986) POSITION- 42 01 39.12   (N) 101 45 46.77   (W)   HD_HELD1
 NO0266* NAVD 88 ORTHO HEIGHT -  1135.693 (meters)     3726.02  (feet) ADJUSTED
 NO0266  ______________________________________________________________________
 NO0266  GEOID HEIGHT    -        -19.310 (meters)                     GEOID18
 NO0266  DYNAMIC HEIGHT  -       1135.063 (meters)     3723.95  (feet) COMP
 NO0266  MODELED GRAVITY -    980,027.5   (mgal)                       NAVD 88
 NO0266
 NO0266  VERT ORDER      -  SECOND    CLASS 0
 NO0266
 NO0266.The horizontal coordinates were determined by differentially corrected
 NO0266.hand held GPS observations or other comparable positioning techniques
 NO0266.and have an estimated accuracy of +/- 3 meters.
 NO0266
 NO0266.The orthometric height was determined by differential leveling and
 NO0266.adjusted by the NATIONAL GEODETIC SURVEY
 NO0266.in June 1991.
 NO0266
 NO0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0266.GEOID18 height accuracy estimate available here.
 NO0266
 NO0266.Click photographs - Photos may exist for this station.
 NO0266
 NO0266.The dynamic height is computed by dividing the NAVD 88
 NO0266.geopotential number by the normal gravity value computed on the
 NO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0266.degrees latitude (g = 980.6199 gals.).
 NO0266
 NO0266.The modeled gravity was interpolated from observed gravity values.
 NO0266
 NO0266;                    North         East    Units  Estimated Accuracy
 NO0266;SPC NE       -   245,103.4     354,051.7     MT  (+/- 3 meters HH1 GPS) 
 NO0266
 NO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7126456527(NAD 83)
 NO0266
 NO0266                          SUPERSEDED SURVEY CONTROL
 NO0266
 NO0266  NGVD 29 (??/??/92) 1135.220  (m)         3724.47   (f) ADJ UNCH    2 0
 NO0266
 NO0266.Superseded values are not recommended for survey control.
 NO0266
 NO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0266.See file dsdata.pdf to determine how the superseded data were derived.
 NO0266
 NO0266_MARKER: DB = BENCH MARK DISK
 NO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0266_STAMPING: P 27 1934
 NO0266_MARK LOGO: CGS
 NO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0266+STABILITY: SURFACE MOTION
 NO0266
 NO0266  HISTORY     - Date     Condition        Report By
 NO0266  HISTORY     - 1934     MONUMENTED       CGS
 NO0266  HISTORY     - 1948     GOOD             CGS
 NO0266
 NO0266                          STATION DESCRIPTION
 NO0266
 NO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0266'2.2 MI N FROM HYANNIS.
 NO0266'2.2 MILES NORTH ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 NO0266'COUNTY, 0.1 MILE NORTH OF A RANCH HOUSE, IN THE SOUTHWEST 1/4
 NO0266'NORTHEAST 1/4 SEC. 30, T. 24 N., R. 38 W., 56 FEET EAST OF THE
 NO0266'CENTERLINE OF THE HIGHWAY, IN A FENCE CORNER, 12 FEET NORTH
 NO0266'OF THE SIDE FENCE, AND 26 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 NO0266'T-FENCE EAST.  A STANDARD DISK, STAMPED P 27 1934 AND SET IN
 NO0266'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1484 ***********************************************************************
 NM1484  DESIGNATION -  P 270
 NM1484  PID         -  NM1484
 NM1484  STATE/COUNTY-  NE/KNOX
 NM1484  COUNTRY     -  US
 NM1484  USGS QUAD   -  TABOR SE (2017)
 NM1484
 NM1484                         *CURRENT SURVEY CONTROL
 NM1484  ______________________________________________________________________
 NM1484* NAD 83(1986) POSITION- 42 51 12.     (N) 097 31 28.     (W)   SCALED
 NM1484* NAVD 88 ORTHO HEIGHT -   360.448 (meters)     1182.57  (feet) ADJUSTED
 NM1484  ______________________________________________________________________
 NM1484  GEOID HEIGHT    -        -25.628 (meters)                     GEOID18
 NM1484  DYNAMIC HEIGHT  -        360.339 (meters)     1182.21  (feet) COMP
 NM1484  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 NM1484
 NM1484  VERT ORDER      -  FIRST     CLASS II
 NM1484
 NM1484.The horizontal coordinates were scaled from a map and have
 NM1484.an estimated accuracy of +/- 6 seconds.
 NM1484
 NM1484.The orthometric height was determined by differential leveling and
 NM1484.adjusted by the NATIONAL GEODETIC SURVEY
 NM1484.in June 1991.
 NM1484
 NM1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1484.GEOID18 height accuracy estimate available here.
 NM1484
 NM1484.Click photographs - Photos may exist for this station.
 NM1484
 NM1484.The dynamic height is computed by dividing the NAVD 88
 NM1484.geopotential number by the normal gravity value computed on the
 NM1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1484.degrees latitude (g = 980.6199 gals.).
 NM1484
 NM1484.The modeled gravity was interpolated from observed gravity values.
 NM1484
 NM1484;                    North         East    Units  Estimated Accuracy
 NM1484;SPC NE       -   338,230.      702,300.      MT  (+/- 180 meters Scaled)
 NM1484
 NM1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN205455(NAD 83)
 NM1484
 NM1484                          SUPERSEDED SURVEY CONTROL
 NM1484
 NM1484  NGVD 29 (??/??/92)  360.238  (m)         1181.88   (f) ADJ UNCH    1 2
 NM1484
 NM1484.Superseded values are not recommended for survey control.
 NM1484
 NM1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1484.See file dsdata.pdf to determine how the superseded data were derived.
 NM1484
 NM1484_MARKER: DB = BENCH MARK DISK
 NM1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1484_STAMPING: P 270 1949
 NM1484_MARK LOGO: CGS
 NM1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1484+STABILITY: SURFACE MOTION
 NM1484
 NM1484  HISTORY     - Date     Condition        Report By
 NM1484  HISTORY     - 1949     MONUMENTED       CGS
 NM1484  HISTORY     - 1952     MARK NOT FOUND   CGS
 NM1484
 NM1484                          STATION DESCRIPTION
 NM1484
 NM1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1484'9.2 MI SW FROM YANKTON.
 NM1484'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1484'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.7
 NM1484'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES WEST
 NM1484'ALONG A DIRT ROAD, THENCE 1.35 MILES NORTHWEST ALONG A DIRT ROAD,
 NM1484'THENCE 0.25 MILE EAST ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH
 NM1484'ALONG A SECTION LINE FENCE, AT THE SOUTH EDGE OF A GROVE OF
 NM1484'WILLOWS, 210 YARDS (PACED) SOUTH OF THE MISSOURI RIVER BANK,
 NM1484'3.3 FEET SOUTH OF A GATE POST AND BRACED FENCE CORNER POST,
 NM1484'1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1484'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NM1484'MARK IS ALSO AT THE NORTHWEST CORNER OF A CULTIVATED FIELD.
 NM1484'NOTE-- THE BENCH MARK WAS LOST DURING HIGH WATER OF THE 1952
 NM1484'MISSOURI RIVER FLOOD.
 NM1484
 NM1484                          STATION RECOVERY (1952)
 NM1484
 NM1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 NM1484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1396 ***********************************************************************
 NM1396  DESIGNATION -  P 271
 NM1396  PID         -  NM1396
 NM1396  STATE/COUNTY-  NE/KNOX
 NM1396  COUNTRY     -  US
 NM1396  USGS QUAD   -  SANTEE (2017)
 NM1396
 NM1396                         *CURRENT SURVEY CONTROL
 NM1396  ______________________________________________________________________
 NM1396* NAD 83(1986) POSITION- 42 48 04.     (N) 097 48 26.     (W)   SCALED
 NM1396* NAVD 88 ORTHO HEIGHT -   507.165 (meters)     1663.92  (feet) ADJUSTED
 NM1396  ______________________________________________________________________
 NM1396  GEOID HEIGHT    -        -25.837 (meters)                     GEOID18
 NM1396  DYNAMIC HEIGHT  -        506.990 (meters)     1663.35  (feet) COMP
 NM1396  MODELED GRAVITY -    980,260.3   (mgal)                       NAVD 88
 NM1396
 NM1396  VERT ORDER      -  SECOND    CLASS 0
 NM1396
 NM1396.The horizontal coordinates were scaled from a map and have
 NM1396.an estimated accuracy of +/- 6 seconds.
 NM1396
 NM1396.The orthometric height was determined by differential leveling and
 NM1396.adjusted by the NATIONAL GEODETIC SURVEY
 NM1396.in June 1991.
 NM1396
 NM1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1396.GEOID18 height accuracy estimate available here.
 NM1396
 NM1396.Click photographs - Photos may exist for this station.
 NM1396
 NM1396.The dynamic height is computed by dividing the NAVD 88
 NM1396.geopotential number by the normal gravity value computed on the
 NM1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1396.degrees latitude (g = 980.6199 gals.).
 NM1396
 NM1396.The modeled gravity was interpolated from observed gravity values.
 NM1396
 NM1396;                    North         East    Units  Estimated Accuracy
 NM1396;SPC NE       -   331,800.      679,340.      MT  (+/- 180 meters Scaled)
 NM1396
 NM1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN975394(NAD 83)
 NM1396
 NM1396                          SUPERSEDED SURVEY CONTROL
 NM1396
 NM1396  NGVD 29 (??/??/92)  506.932  (m)         1663.16   (f) ADJ UNCH    2 0
 NM1396
 NM1396.Superseded values are not recommended for survey control.
 NM1396
 NM1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1396.See file dsdata.pdf to determine how the superseded data were derived.
 NM1396
 NM1396_MARKER: DB = BENCH MARK DISK
 NM1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1396_STAMPING: P 271 1949
 NM1396_MARK LOGO: CGS
 NM1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1396+STABILITY: SURFACE MOTION
 NM1396
 NM1396  HISTORY     - Date     Condition        Report By
 NM1396  HISTORY     - 1949     MONUMENTED       CGS
 NM1396
 NM1396                          STATION DESCRIPTION
 NM1396
 NM1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1396'4.2 MI SE FROM SANTEE.
 NM1396'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1396'HALL AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1396'AT THE JUNCTION OF A DIRT TRAIL LEADING WEST, 0.1 MILE NORTH OF
 NM1396'A CREEK, ON THE INSIDE OF A CURVE, 96.0 FEET NORTHWEST OF AND
 NM1396'ACROSS THE ROAD FROM THE WEST END OF A WIRE GATE, 37 FEET NORTH
 NM1396'OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A FENCE LINE,
 NM1396'1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1396'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1045 ***********************************************************************
 NM1045  DESIGNATION -  P 272
 NM1045  PID         -  NM1045
 NM1045  STATE/COUNTY-  NE/CEDAR
 NM1045  COUNTRY     -  US
 NM1045  USGS QUAD   -  MENOMINEE (2017)
 NM1045
 NM1045                         *CURRENT SURVEY CONTROL
 NM1045  ______________________________________________________________________
 NM1045* NAD 83(1986) POSITION- 42 50 14.     (N) 097 16 22.     (W)   SCALED
 NM1045* NAVD 88 ORTHO HEIGHT -   356.184 (meters)     1168.58  (feet) ADJUSTED
 NM1045  ______________________________________________________________________
 NM1045  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 NM1045  DYNAMIC HEIGHT  -        356.081 (meters)     1168.24  (feet) COMP
 NM1045  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 NM1045
 NM1045  VERT ORDER      -  SECOND    CLASS 0
 NM1045
 NM1045.The horizontal coordinates were scaled from a map and have
 NM1045.an estimated accuracy of +/- 6 seconds.
 NM1045
 NM1045.The orthometric height was determined by differential leveling and
 NM1045.adjusted by the NATIONAL GEODETIC SURVEY
 NM1045.in June 1991.
 NM1045
 NM1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1045.GEOID18 height accuracy estimate available here.
 NM1045
 NM1045.Click photographs - Photos may exist for this station.
 NM1045
 NM1045.The dynamic height is computed by dividing the NAVD 88
 NM1045.geopotential number by the normal gravity value computed on the
 NM1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1045.degrees latitude (g = 980.6199 gals.).
 NM1045
 NM1045.The modeled gravity was interpolated from observed gravity values.
 NM1045
 NM1045;                    North         East    Units  Estimated Accuracy
 NM1045;SPC NE       -   337,060.      722,910.      MT  (+/- 180 meters Scaled)
 NM1045
 NM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN411441(NAD 83)
 NM1045
 NM1045                          SUPERSEDED SURVEY CONTROL
 NM1045
 NM1045  NGVD 29 (??/??/92)  355.982  (m)         1167.92   (f) ADJ UNCH    2 0
 NM1045
 NM1045.Superseded values are not recommended for survey control.
 NM1045
 NM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1045.See file dsdata.pdf to determine how the superseded data were derived.
 NM1045
 NM1045_MARKER: DB = BENCH MARK DISK
 NM1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1045_STAMPING: P 272 1949
 NM1045_MARK LOGO: CGS
 NM1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1045+STABILITY: SURFACE MOTION
 NM1045
 NM1045  HISTORY     - Date     Condition        Report By
 NM1045  HISTORY     - 1949     MONUMENTED       CGS
 NM1045
 NM1045                          STATION DESCRIPTION
 NM1045
 NM1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1045'8.5 MI SE FROM YANKTON.
 NM1045'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1045'YANKTON, THENCE 6.6 MILES ALONG A GRAVELED ROAD, AT THE FARM HOME
 NM1045'OF W.M. PALTZ, 49.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NM1045'THE HOUSE, 38 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM1045'10.0 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 8.0 FEET SOUTH
 NM1045'OF THE NORTHWEST CORNER POST OF THE YARD FENCE, 1.0 FOOT WEST
 NM1045'OF THE FENCE, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN
 NM1045'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM1045'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0009 ***********************************************************************
 NN0009  DESIGNATION -  P 273
 NN0009  PID         -  NN0009
 NN0009  STATE/COUNTY-  NE/BOYD
 NN0009  COUNTRY     -  US
 NN0009  USGS QUAD   -  LYNCH (2017)
 NN0009
 NN0009                         *CURRENT SURVEY CONTROL
 NN0009  ______________________________________________________________________
 NN0009* NAD 83(1986) POSITION- 42 49 28.     (N) 098 25 27.     (W)   SCALED
 NN0009* NAVD 88 ORTHO HEIGHT -   422.550 (meters)     1386.32  (feet) ADJUSTED
 NN0009  ______________________________________________________________________
 NN0009  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 NN0009  DYNAMIC HEIGHT  -        422.400 (meters)     1385.82  (feet) COMP
 NN0009  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 NN0009
 NN0009  VERT ORDER      -  SECOND    CLASS 0
 NN0009
 NN0009.The horizontal coordinates were scaled from a map and have
 NN0009.an estimated accuracy of +/- 6 seconds.
 NN0009
 NN0009.The orthometric height was determined by differential leveling and
 NN0009.adjusted by the NATIONAL GEODETIC SURVEY
 NN0009.in June 1991.
 NN0009
 NN0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0009.GEOID18 height accuracy estimate available here.
 NN0009
 NN0009.Click photographs - Photos may exist for this station.
 NN0009
 NN0009.The dynamic height is computed by dividing the NAVD 88
 NN0009.geopotential number by the normal gravity value computed on the
 NN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0009.degrees latitude (g = 980.6199 gals.).
 NN0009
 NN0009.The modeled gravity was interpolated from observed gravity values.
 NN0009
 NN0009;                    North         East    Units  Estimated Accuracy
 NN0009;SPC NE       -   333,290.      628,840.      MT  (+/- 180 meters Scaled)
 NN0009
 NN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470414(NAD 83)
 NN0009
 NN0009                          SUPERSEDED SURVEY CONTROL
 NN0009
 NN0009  NGVD 29 (??/??/92)  422.278  (m)         1385.42   (f) ADJ UNCH    2 0
 NN0009
 NN0009.Superseded values are not recommended for survey control.
 NN0009
 NN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0009.See file dsdata.pdf to determine how the superseded data were derived.
 NN0009
 NN0009_MARKER: DB = BENCH MARK DISK
 NN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0009_STAMPING: P 273 1949
 NN0009_MARK LOGO: CGS
 NN0009_PROJECTION: FLUSH
 NN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0009+STABILITY: SURFACE MOTION
 NN0009
 NN0009  HISTORY     - Date     Condition        Report By
 NN0009  HISTORY     - 1949     MONUMENTED       CGS
 NN0009
 NN0009                          STATION DESCRIPTION
 NN0009
 NN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0009'2.6 MI SE FROM LYNCH.
 NN0009'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0009'THE STATION AT LYNCH, THENCE 0.25 MILE SOUTH ALONG THE NORTH-SOUTH
 NN0009'RUNWAY OF THE WOOLF BROS. AIRPORT, ON THE EAST SIDE OF THE MAIN
 NN0009'OFFICE BUILDING, 6.5 FEET SOUTH OF THE NORTHEAST CORNER AND
 NN0009'6.5 FEET NORTH OF THE SOUTHEAST CORNER AND 1.0 FOOT EAST OF THE
 NN0009'EAST FACE OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST
 NN0009'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0931 ***********************************************************************
 NM0931  DESIGNATION -  P 274
 NM0931  PID         -  NM0931
 NM0931  STATE/COUNTY-  NE/DIXON
 NM0931  COUNTRY     -  US
 NM0931  USGS QUAD   -  CONCORD (2017)
 NM0931
 NM0931                         *CURRENT SURVEY CONTROL
 NM0931  ______________________________________________________________________
 NM0931* NAD 83(1986) POSITION- 42 29 42.     (N) 096 59 47.     (W)   SCALED
 NM0931* NAVD 88 ORTHO HEIGHT -   486.471 (meters)     1596.03  (feet) ADJUSTED
 NM0931  ______________________________________________________________________
 NM0931  GEOID HEIGHT    -        -25.158 (meters)                     GEOID18
 NM0931  DYNAMIC HEIGHT  -        486.312 (meters)     1595.51  (feet) COMP
 NM0931  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 NM0931
 NM0931  VERT ORDER      -  SECOND    CLASS 0
 NM0931
 NM0931.The horizontal coordinates were scaled from a map and have
 NM0931.an estimated accuracy of +/- 6 seconds.
 NM0931
 NM0931.The orthometric height was determined by differential leveling and
 NM0931.adjusted by the NATIONAL GEODETIC SURVEY
 NM0931.in June 1991.
 NM0931
 NM0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0931.GEOID18 height accuracy estimate available here.
 NM0931
 NM0931.Click photographs - Photos may exist for this station.
 NM0931
 NM0931.The dynamic height is computed by dividing the NAVD 88
 NM0931.geopotential number by the normal gravity value computed on the
 NM0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0931.degrees latitude (g = 980.6199 gals.).
 NM0931
 NM0931.The modeled gravity was interpolated from observed gravity values.
 NM0931
 NM0931;                    North         East    Units  Estimated Accuracy
 NM0931;SPC NE       -   299,820.      746,820.      MT  (+/- 180 meters Scaled)
 NM0931
 NM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646066(NAD 83)
 NM0931
 NM0931                          SUPERSEDED SURVEY CONTROL
 NM0931
 NM0931  NGVD 29 (??/??/92)  486.279  (m)         1595.40   (f) ADJ UNCH    2 0
 NM0931
 NM0931.Superseded values are not recommended for survey control.
 NM0931
 NM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0931.See file dsdata.pdf to determine how the superseded data were derived.
 NM0931
 NM0931_MARKER: DB = BENCH MARK DISK
 NM0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0931_STAMPING: P 274 1949
 NM0931_MARK LOGO: CGS
 NM0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0931+STABILITY: SURFACE MOTION
 NM0931
 NM0931  HISTORY     - Date     Condition        Report By
 NM0931  HISTORY     - 1949     MONUMENTED       CGS
 NM0931
 NM0931                          STATION DESCRIPTION
 NM0931
 NM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0931'5.6 MI N FROM DIXON.
 NM0931'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0931'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH
 NM0931'ALONG STATE HIGHWAY 116, THENCE 1.9 MILES NORTH ALONG A GRADED
 NM0931'DIRT ROAD, AT THE FARM HOME OF MAX LUND, 148 FEET WEST OF THE
 NM0931'CENTER LINE OF THE NORTH-SOUTH ROAD, 26.0 FEET SOUTHWEST OF THE
 NM0931'SOUTHWEST CORNER OF THE HOUSE, 11.0 FEET EAST OF THE CENTER
 NM0931'OF A FRAME GATE, 10.8 FEET WEST OF THE CENTER OF A FRAME GATE,
 NM0931'1.2 FEET SOUTH OF THE SOUTH YARD FENCE, AND SET IN THE TOP OF A
 NM0931'5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0914 ***********************************************************************
 NM0914  DESIGNATION -  P 275
 NM0914  PID         -  NM0914
 NM0914  STATE/COUNTY-  NE/DIXON
 NM0914  COUNTRY     -  US
 NM0914  USGS QUAD   -  MASKELL (2017)
 NM0914
 NM0914                         *CURRENT SURVEY CONTROL
 NM0914  ______________________________________________________________________
 NM0914* NAD 83(1986) POSITION- 42 40 54.     (N) 096 59 26.     (W)   SCALED
 NM0914* NAVD 88 ORTHO HEIGHT -   376.472 (meters)     1235.14  (feet) ADJUSTED
 NM0914  ______________________________________________________________________
 NM0914  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 NM0914  DYNAMIC HEIGHT  -        376.351 (meters)     1234.74  (feet) COMP
 NM0914  MODELED GRAVITY -    980,289.0   (mgal)                       NAVD 88
 NM0914
 NM0914  VERT ORDER      -  SECOND    CLASS 0
 NM0914
 NM0914.The horizontal coordinates were scaled from a map and have
 NM0914.an estimated accuracy of +/- 6 seconds.
 NM0914
 NM0914.The orthometric height was determined by differential leveling and
 NM0914.adjusted by the NATIONAL GEODETIC SURVEY
 NM0914.in June 1991.
 NM0914
 NM0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0914.GEOID18 height accuracy estimate available here.
 NM0914
 NM0914.Click photographs - Photos may exist for this station.
 NM0914
 NM0914.The dynamic height is computed by dividing the NAVD 88
 NM0914.geopotential number by the normal gravity value computed on the
 NM0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0914.degrees latitude (g = 980.6199 gals.).
 NM0914
 NM0914.The modeled gravity was interpolated from observed gravity values.
 NM0914
 NM0914;                    North         East    Units  Estimated Accuracy
 NM0914;SPC NE       -   320,550.      746,570.      MT  (+/- 180 meters Scaled)
 NM0914
 NM0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646274(NAD 83)
 NM0914
 NM0914                          SUPERSEDED SURVEY CONTROL
 NM0914
 NM0914  NGVD 29 (??/??/92)  376.270  (m)         1234.48   (f) ADJ UNCH    2 0
 NM0914
 NM0914.Superseded values are not recommended for survey control.
 NM0914
 NM0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0914.See file dsdata.pdf to determine how the superseded data were derived.
 NM0914
 NM0914_MARKER: DB = BENCH MARK DISK
 NM0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0914_STAMPING: P 275 1949
 NM0914_MARK LOGO: CGS
 NM0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0914+STABILITY: SURFACE MOTION
 NM0914
 NM0914  HISTORY     - Date     Condition        Report By
 NM0914  HISTORY     - 1949     MONUMENTED       CGS
 NM0914
 NM0914                          STATION DESCRIPTION
 NM0914
 NM0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0914'0.8 MI S FROM MASKELL.
 NM0914'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0914'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0914'THENCE 0.5 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE FARM
 NM0914'HOME OF SAM MARTINSON, 255 FEET WEST OF THE CENTER LINE OF A
 NM0914'NORTH-SOUTH ROAD, 159.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NM0914'HOUSE, 112.0 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE
 NM0914'OVER LIME CREEK, 26 FEET NORTHWEST OF THE CENTER LINE OF A
 NM0914'PRIVATE ROAD LEADING SOUTHWEST, 18 FEET SOUTH OF THE CENTER
 NM0914'LINE OF A PRIVATE DRIVE-WAY, AND SET IN THE TOP OF A 5-FOOT
 NM0914'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0932 ***********************************************************************
 NM0932  DESIGNATION -  P 276
 NM0932  PID         -  NM0932
 NM0932  STATE/COUNTY-  NE/DIXON
 NM0932  COUNTRY     -  US
 NM0932  USGS QUAD   -  MASKELL (2017)
 NM0932
 NM0932                         *CURRENT SURVEY CONTROL
 NM0932  ______________________________________________________________________
 NM0932* NAD 83(1986) POSITION- 42 43 34.     (N) 096 59 37.     (W)   SCALED
 NM0932* NAVD 88 ORTHO HEIGHT -   357.175 (meters)     1171.83  (feet) ADJUSTED
 NM0932  ______________________________________________________________________
 NM0932  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM0932  DYNAMIC HEIGHT  -        357.064 (meters)     1171.47  (feet) COMP
 NM0932  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 NM0932
 NM0932  VERT ORDER      -  SECOND    CLASS 0
 NM0932
 NM0932.The horizontal coordinates were scaled from a map and have
 NM0932.an estimated accuracy of +/- 6 seconds.
 NM0932
 NM0932.The orthometric height was determined by differential leveling and
 NM0932.adjusted by the NATIONAL GEODETIC SURVEY
 NM0932.in June 1991.
 NM0932
 NM0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0932.GEOID18 height accuracy estimate available here.
 NM0932
 NM0932.Click photographs - Photos may exist for this station.
 NM0932
 NM0932.The dynamic height is computed by dividing the NAVD 88
 NM0932.geopotential number by the normal gravity value computed on the
 NM0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0932.degrees latitude (g = 980.6199 gals.).
 NM0932
 NM0932.The modeled gravity was interpolated from observed gravity values.
 NM0932
 NM0932;                    North         East    Units  Estimated Accuracy
 NM0932;SPC NE       -   325,480.      746,150.      MT  (+/- 180 meters Scaled)
 NM0932
 NM0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN642323(NAD 83)
 NM0932
 NM0932                          SUPERSEDED SURVEY CONTROL
 NM0932
 NM0932  NGVD 29 (??/??/92)  356.970  (m)         1171.16   (f) ADJ UNCH    2 0
 NM0932
 NM0932.Superseded values are not recommended for survey control.
 NM0932
 NM0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0932.See file dsdata.pdf to determine how the superseded data were derived.
 NM0932
 NM0932_MARKER: DB = BENCH MARK DISK
 NM0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0932_STAMPING: P 276 1949
 NM0932_MARK LOGO: CGS
 NM0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0932+STABILITY: SURFACE MOTION
 NM0932
 NM0932  HISTORY     - Date     Condition        Report By
 NM0932  HISTORY     - 1949     MONUMENTED       CGS
 NM0932  HISTORY     - 1962     GOOD             USGS
 NM0932
 NM0932                          STATION DESCRIPTION
 NM0932
 NM0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0932'3.6 MI N FROM MASKELL.
 NM0932'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0932'SCHOOL AT MASKELL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT
 NM0932'ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.3
 NM0932'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.2 MILES NORTH
 NM0932'ALONG A DIRT ROAD, AT THE FARM HOME OF PHIL VERZANS AND OCCUPIED
 NM0932'BY L.C. WAITMAN, 45.0 FEET WEST OF THE WEST CORNER OF THE HOUSE,
 NM0932'17 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET
 NM0932'SOUTHWEST OF THE WEST LEG OF THE WINDMILL, 1.2 FEET NORTHWEST
 NM0932'OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0932'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0932
 NM0932                          STATION RECOVERY (1962)
 NM0932
 NM0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0139 ***********************************************************************
 LG0139  DESIGNATION -  P 277
 LG0139  PID         -  LG0139
 LG0139  STATE/COUNTY-  NE/CASS
 LG0139  COUNTRY     -  US
 LG0139  USGS QUAD   -  MANLEY (2017)
 LG0139
 LG0139                         *CURRENT SURVEY CONTROL
 LG0139  ______________________________________________________________________
 LG0139* NAD 83(1986) POSITION- 40 54 51.61   (N) 096 08 24.83   (W)   HD_HELD1
 LG0139* NAVD 88 ORTHO HEIGHT -   383.615 (meters)     1258.58  (feet) ADJUSTED
 LG0139  ______________________________________________________________________
 LG0139  GEOID HEIGHT    -        -26.592 (meters)                     GEOID18
 LG0139  DYNAMIC HEIGHT  -        383.455 (meters)     1258.05  (feet) COMP
 LG0139  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 LG0139
 LG0139  VERT ORDER      -  SECOND    CLASS 0
 LG0139
 LG0139.The horizontal coordinates were determined by differentially corrected
 LG0139.hand held GPS observations or other comparable positioning techniques
 LG0139.and have an estimated accuracy of +/- 3 meters.
 LG0139
 LG0139.The orthometric height was determined by differential leveling and
 LG0139.adjusted by the NATIONAL GEODETIC SURVEY
 LG0139.in June 1991.
 LG0139
 LG0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0139.GEOID18 height accuracy estimate available here.
 LG0139
 LG0139.Click photographs - Photos may exist for this station.
 LG0139
 LG0139.The dynamic height is computed by dividing the NAVD 88
 LG0139.geopotential number by the normal gravity value computed on the
 LG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0139.degrees latitude (g = 980.6199 gals.).
 LG0139
 LG0139.The modeled gravity was interpolated from observed gravity values.
 LG0139
 LG0139;                    North         East    Units  Estimated Accuracy
 LG0139;SPC NE       -   127,275.3     824,960.7     MT  (+/- 3 meters HH1 GPS) 
 LG0139
 LG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4083633185(NAD 83)
 LG0139
 LG0139                          SUPERSEDED SURVEY CONTROL
 LG0139
 LG0139  NGVD 29 (??/??/92)  383.521  (m)         1258.27   (f) ADJ UNCH    2 0
 LG0139
 LG0139.Superseded values are not recommended for survey control.
 LG0139
 LG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0139.See file dsdata.pdf to determine how the superseded data were derived.
 LG0139
 LG0139_MARKER: DB = BENCH MARK DISK
 LG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0139_STAMPING: P 277 1950
 LG0139_MARK LOGO: CGS
 LG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0139+STABILITY: SURFACE MOTION
 LG0139
 LG0139  HISTORY     - Date     Condition        Report By
 LG0139  HISTORY     - 1950     MONUMENTED       CGS
 LG0139  HISTORY     - 1964     GOOD             USGS
 LG0139  HISTORY     - 20081024 MARK NOT FOUND   NEDR
 LG0139  HISTORY     - 20081107 MARK NOT FOUND   NEDR
 LG0139
 LG0139                          STATION DESCRIPTION
 LG0139
 LG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0139'3.5 MI N FROM WEEPING WATER.
 LG0139'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0139'WEEPING WATER, AT THE INTERSECTION OF STATE HIGHWAYS 1 AND
 LG0139'50, 85 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 50, 60 FEET
 LG0139'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1, 27 FEET NORTHWEST
 LG0139'OF THE WEST CORNER OF A SMALL BUILDING, 1.6 FEET NORTHEAST OF A
 LG0139'FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 LG0139'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LG0139
 LG0139                          STATION RECOVERY (1964)
 LG0139
 LG0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0139'RECOVERED IN GOOD CONDITION.
 LG0139
 LG0139                          STATION RECOVERY (2008)
 LG0139
 LG0139'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (JG)
 LG0139'MARK NOT FOUND.
 LG0139
 LG0139                          STATION RECOVERY (2008)
 LG0139
 LG0139'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (JG)
 LG0139'FOUND PIECES OF CONCRETE THAT IS BELIEVED TO BE FROM THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0477 ***********************************************************************
 NM0477  DESIGNATION -  P 278
 NM0477  PID         -  NM0477
 NM0477  STATE/COUNTY-  NE/DAKOTA
 NM0477  COUNTRY     -  US
 NM0477  USGS QUAD   -  HOMER (2017)
 NM0477
 NM0477                         *CURRENT SURVEY CONTROL
 NM0477  ______________________________________________________________________
 NM0477* NAD 83(1986) POSITION- 42 18 41.     (N) 096 25 23.     (W)   SCALED
 NM0477* NAVD 88 ORTHO HEIGHT -   332.016 (meters)     1089.29  (feet) ADJUSTED
 NM0477  ______________________________________________________________________
 NM0477  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 NM0477  DYNAMIC HEIGHT  -        331.908 (meters)     1088.93  (feet) COMP
 NM0477  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 NM0477
 NM0477  VERT ORDER      -  SECOND    CLASS 0
 NM0477
 NM0477.The horizontal coordinates were scaled from a map and have
 NM0477.an estimated accuracy of +/- 6 seconds.
 NM0477
 NM0477.The orthometric height was determined by differential leveling and
 NM0477.adjusted by the NATIONAL GEODETIC SURVEY
 NM0477.in June 1991.
 NM0477
 NM0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0477.GEOID18 height accuracy estimate available here.
 NM0477
 NM0477.Click photographs - Photos may exist for this station.
 NM0477
 NM0477.The dynamic height is computed by dividing the NAVD 88
 NM0477.geopotential number by the normal gravity value computed on the
 NM0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0477.degrees latitude (g = 980.6199 gals.).
 NM0477
 NM0477.The modeled gravity was interpolated from observed gravity values.
 NM0477
 NM0477;                    North         East    Units  Estimated Accuracy
 NM0477;SPC NE       -   281,230.      794,750.      MT  (+/- 180 meters Scaled)
 NM0477
 NM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM123875(NAD 83)
 NM0477
 NM0477                          SUPERSEDED SURVEY CONTROL
 NM0477
 NM0477  NGVD 29 (??/??/92)  331.860  (m)         1088.78   (f) ADJ UNCH    2 0
 NM0477
 NM0477.Superseded values are not recommended for survey control.
 NM0477
 NM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0477.See file dsdata.pdf to determine how the superseded data were derived.
 NM0477
 NM0477_MARKER: DB = BENCH MARK DISK
 NM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0477_STAMPING: P 278 1949
 NM0477_MARK LOGO: CGS
 NM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0477+STABILITY: SURFACE MOTION
 NM0477
 NM0477  HISTORY     - Date     Condition        Report By
 NM0477  HISTORY     - 1949     MONUMENTED       CGS
 NM0477
 NM0477                          STATION DESCRIPTION
 NM0477
 NM0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0477'3.9 MI NE FROM HOMER.
 NM0477'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0477'THENCE 3.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 NM0477'NORTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A
 NM0477'GRADED DIRT ROAD, 0.1 MILE SOUTH OF THE FARM HOME OF A.J. UMBERGER,
 NM0477'0.05 MILE NORTH OF AN EAST-WEST ROAD, 13 FEET EAST OF THE CENTER
 NM0477'LINE OF THE PRIVATE ROAD LEADING NORTH TO A.J. UMBERGER FARM
 NM0477'HOME, 8.0 FEET NORTHEAST OF A POWER TRANSMISSION LINE POLE,
 NM0477'2.0 FEET EAST OF A WOVEN WIRE FENCE, 1.6 FEET SOUTH OF A REFERENCE
 NM0477'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0477'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0388 ***********************************************************************
 LH0388  DESIGNATION -  P 279
 LH0388  PID         -  LH0388
 LH0388  STATE/COUNTY-  NE/HALL
 LH0388  COUNTRY     -  US
 LH0388  USGS QUAD   -  WOOD RIVER (2017)
 LH0388
 LH0388                         *CURRENT SURVEY CONTROL
 LH0388  ______________________________________________________________________
 LH0388* NAD 83(1986) POSITION- 40 49 54.     (N) 098 33 34.     (W)   SCALED
 LH0388* NAVD 88 ORTHO HEIGHT -   594.121 (meters)     1949.21  (feet) ADJUSTED
 LH0388  ______________________________________________________________________
 LH0388  GEOID HEIGHT    -        -24.836 (meters)                     GEOID18
 LH0388  DYNAMIC HEIGHT  -        593.800 (meters)     1948.16  (feet) COMP
 LH0388  MODELED GRAVITY -    980,065.8   (mgal)                       NAVD 88
 LH0388
 LH0388  VERT ORDER      -  FIRST     CLASS II
 LH0388
 LH0388.The horizontal coordinates were scaled from a map and have
 LH0388.an estimated accuracy of +/- 6 seconds.
 LH0388
 LH0388.The orthometric height was determined by differential leveling and
 LH0388.adjusted by the NATIONAL GEODETIC SURVEY
 LH0388.in June 1991.
 LH0388
 LH0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0388.GEOID18 height accuracy estimate available here.
 LH0388
 LH0388.Click photographs - Photos may exist for this station.
 LH0388
 LH0388.The dynamic height is computed by dividing the NAVD 88
 LH0388.geopotential number by the normal gravity value computed on the
 LH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0388.degrees latitude (g = 980.6199 gals.).
 LH0388
 LH0388.The modeled gravity was interpolated from observed gravity values.
 LH0388
 LH0388;                    North         East    Units  Estimated Accuracy
 LH0388;SPC NE       -   111,850.      621,470.      MT  (+/- 180 meters Scaled)
 LH0388
 LH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL371201(NAD 83)
 LH0388
 LH0388                          SUPERSEDED SURVEY CONTROL
 LH0388
 LH0388  NGVD 29 (02/14/92)  593.864  (m)         1948.37   (f) ADJUSTED    1 2
 LH0388  NGVD 29 (??/??/87)  593.870  (m)         1948.39   (f) SUPERSEDED  1 2
 LH0388
 LH0388.Superseded values are not recommended for survey control.
 LH0388
 LH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0388.See file dsdata.pdf to determine how the superseded data were derived.
 LH0388
 LH0388_MARKER: DB = BENCH MARK DISK
 LH0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0388_STAMPING: P 279 1949
 LH0388_MARK LOGO: CGS
 LH0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0388+STABILITY: SURFACE MOTION
 LH0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0388+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0388
 LH0388  HISTORY     - Date     Condition        Report By
 LH0388  HISTORY     - 1949     MONUMENTED       CGS
 LH0388  HISTORY     - 19910924 GOOD             NGS
 LH0388
 LH0388                          STATION DESCRIPTION
 LH0388
 LH0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0388'2.4 MI NE FROM WOOD RIVER.
 LH0388'2.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0388'THE STATION AT WOOD RIVER, 5 RAILS NORTHEAST OF THE WOOD RIVER
 LH0388'ONE MILE SIGN POST, 1 POLE SOUTHWEST OF MILE POST 160, 46.0
 LH0388'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF
 LH0388'TRACKS, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0388'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0388'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0388
 LH0388                          STATION RECOVERY (1991)
 LH0388
 LH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0388'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0388'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.4 M (188.3 FT) SOUTHEAST OF
 LH0388'THE HIGHWAY CENTERLINE, 50.4 M (165.4 FT) EAST OF THE SOUTHEAST
 LH0388'CORNER OF A RAILROAD POWER BOX, 37.7 M (123.7 FT) SOUTHWEST OF
 LH0388'RAILROAD MILEPOST 160, 14.1 M (46.3 FT) SOUTHEAST OF THE NEAR RAIL OF
 LH0388'THE UNION PACIFIC RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LH0388'TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 LH0388'MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0277 ***********************************************************************
 MM0277  DESIGNATION -  P 28
 MM0277  PID         -  MM0277
 MM0277  STATE/COUNTY-  NE/LINCOLN
 MM0277  COUNTRY     -  US
 MM0277  USGS QUAD   -  MAXWELL SW (2017)
 MM0277
 MM0277                         *CURRENT SURVEY CONTROL
 MM0277  ______________________________________________________________________
 MM0277* NAD 83(1986) POSITION- 41 00 39.     (N) 100 41 49.     (W)   SCALED
 MM0277* NAVD 88 ORTHO HEIGHT -   909.035 (meters)     2982.39  (feet) ADJUSTED
 MM0277  ______________________________________________________________________
 MM0277  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 MM0277  DYNAMIC HEIGHT  -        908.470 (meters)     2980.54  (feet) COMP
 MM0277  MODELED GRAVITY -    979,971.2   (mgal)                       NAVD 88
 MM0277
 MM0277  VERT ORDER      -  SECOND    CLASS 0
 MM0277
 MM0277.The horizontal coordinates were scaled from a map and have
 MM0277.an estimated accuracy of +/- 6 seconds.
 MM0277
 MM0277.The orthometric height was determined by differential leveling and
 MM0277.adjusted by the NATIONAL GEODETIC SURVEY
 MM0277.in June 1994.
 MM0277
 MM0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0277.GEOID18 height accuracy estimate available here.
 MM0277
 MM0277.Click photographs - Photos may exist for this station.
 MM0277
 MM0277.The dynamic height is computed by dividing the NAVD 88
 MM0277.geopotential number by the normal gravity value computed on the
 MM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0277.degrees latitude (g = 980.6199 gals.).
 MM0277
 MM0277.The modeled gravity was interpolated from observed gravity values.
 MM0277
 MM0277;                    North         East    Units  Estimated Accuracy
 MM0277;SPC NE       -   130,970.      441,390.      MT  (+/- 180 meters Scaled)
 MM0277
 MM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL573413(NAD 83)
 MM0277
 MM0277                          SUPERSEDED SURVEY CONTROL
 MM0277
 MM0277  NAVD 88 (06/15/91)  909.029  (m)         2982.37   (f) SUPERSEDED  2 0
 MM0277  NGVD 29 (??/??/92)  908.649  (m)         2981.13   (f) ADJ UNCH    2 0
 MM0277
 MM0277.Superseded values are not recommended for survey control.
 MM0277
 MM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0277.See file dsdata.pdf to determine how the superseded data were derived.
 MM0277
 MM0277_MARKER: DB = BENCH MARK DISK
 MM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0277_STAMPING: P 28 1934
 MM0277_MARK LOGO: CGS
 MM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0277+STABILITY: SURFACE MOTION
 MM0277
 MM0277  HISTORY     - Date     Condition        Report By
 MM0277  HISTORY     - 1934     MONUMENTED       CGS
 MM0277  HISTORY     - 1954     MARK NOT FOUND   USGS
 MM0277
 MM0277                          STATION DESCRIPTION
 MM0277
 MM0277'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MM0277'12.6 MI S FROM NORTH PLATTE.
 MM0277'12.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0277'COUNTY, AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF THE
 MM0277'HIGHWAY, AND 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 MM0277'STANDARD DISK, STAMPED P 28 1934 AND SET IN THE TOP OF A CONCRETE
 MM0277'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0834 ***********************************************************************
 MK0834  DESIGNATION -  P 280
 MK0834  PID         -  MK0834
 MK0834  STATE/COUNTY-  NE/SARPY
 MK0834  COUNTRY     -  US
 MK0834  USGS QUAD   -  CEDAR CREEK (2017)
 MK0834
 MK0834                         *CURRENT SURVEY CONTROL
 MK0834  ______________________________________________________________________
 MK0834* NAD 83(1986) POSITION- 41 05 33.     (N) 096 02 34.     (W)   SCALED
 MK0834* NAVD 88 ORTHO HEIGHT -   325.164 (meters)     1066.81  (feet) ADJUSTED
 MK0834  ______________________________________________________________________
 MK0834  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 MK0834  DYNAMIC HEIGHT  -        325.032 (meters)     1066.38  (feet) COMP
 MK0834  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 MK0834
 MK0834  VERT ORDER      -  SECOND    CLASS 0
 MK0834
 MK0834.The horizontal coordinates were scaled from a map and have
 MK0834.an estimated accuracy of +/- 6 seconds.
 MK0834
 MK0834.The orthometric height was determined by differential leveling and
 MK0834.adjusted by the NATIONAL GEODETIC SURVEY
 MK0834.in June 1991.
 MK0834
 MK0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0834.GEOID18 height accuracy estimate available here.
 MK0834
 MK0834.Click photographs - Photos may exist for this station.
 MK0834
 MK0834.The dynamic height is computed by dividing the NAVD 88
 MK0834.geopotential number by the normal gravity value computed on the
 MK0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0834.degrees latitude (g = 980.6199 gals.).
 MK0834
 MK0834.The modeled gravity was interpolated from observed gravity values.
 MK0834
 MK0834;                    North         East    Units  Estimated Accuracy
 MK0834;SPC NE       -   147,410.      832,260.      MT  (+/- 180 meters Scaled)
 MK0834
 MK0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL483532(NAD 83)
 MK0834
 MK0834                          SUPERSEDED SURVEY CONTROL
 MK0834
 MK0834  NGVD 29 (??/??/92)  325.067  (m)         1066.49   (f) ADJ UNCH    2 0
 MK0834
 MK0834.Superseded values are not recommended for survey control.
 MK0834
 MK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0834.See file dsdata.pdf to determine how the superseded data were derived.
 MK0834
 MK0834_MARKER: DB = BENCH MARK DISK
 MK0834_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0834_SP_SET: CULVERT HEADWALL
 MK0834_STAMPING: P 280 1950
 MK0834_MARK LOGO: CGS
 MK0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0834+STABILITY: SURFACE MOTION
 MK0834
 MK0834  HISTORY     - Date     Condition        Report By
 MK0834  HISTORY     - 1950     MONUMENTED       CGS
 MK0834  HISTORY     - 20070808 MARK NOT FOUND   THOMDD
 MK0834
 MK0834                          STATION DESCRIPTION
 MK0834
 MK0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0834'5.4 MI SE FROM RICHFIELD.
 MK0834'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0834'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0834'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE EAST
 MK0834'ALONG A GRAVELED ROAD, THENCE 0.8 MILE NORTH ALONG A GRAVELED
 MK0834'ROAD, THENCE 1.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.2
 MK0834'MILE NORTH ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 21
 MK0834'FEET NORTHWEST OF THE JUNCTION OF THE CENTER LINES OF THE TWO
 MK0834'ROADS, 12 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0834'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 MK0834'A CONCRETE CULVERT, 10.8 FEET NORTH OF THE SOUTH END OF THE
 MK0834'HEADWALL, LEVEL WITH THE ROAD.  THIS MARK IS 1.0 MILE WEST OF
 MK0834'BENCH MARK E 280.
 MK0834
 MK0834                          STATION RECOVERY (2007)
 MK0834
 MK0834'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2007 (MTC)
 MK0834'MARK IS BELIEVED TO BE LOST DUE TO ROAD CONSTRUCTION. COULD NOT FIND
 MK0834'BY TIES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0408 ***********************************************************************
 ML0408  DESIGNATION -  P 281
 ML0408  PID         -  ML0408
 ML0408  STATE/COUNTY-  NE/SHERMAN
 ML0408  COUNTRY     -  US
 ML0408  USGS QUAD   -  FARWELL (2017)
 ML0408
 ML0408                         *CURRENT SURVEY CONTROL
 ML0408  ______________________________________________________________________
 ML0408* NAD 83(1986) POSITION- 41 09 46.     (N) 098 44 57.     (W)   SCALED
 ML0408* NAVD 88 ORTHO HEIGHT -   637.955 (meters)     2093.02  (feet) ADJUSTED
 ML0408  ______________________________________________________________________
 ML0408  GEOID HEIGHT    -        -24.263 (meters)                     GEOID18
 ML0408  DYNAMIC HEIGHT  -        637.629 (meters)     2091.95  (feet) COMP
 ML0408  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 ML0408
 ML0408  VERT ORDER      -  SECOND    CLASS 0
 ML0408
 ML0408.The horizontal coordinates were scaled from a map and have
 ML0408.an estimated accuracy of +/- 6 seconds.
 ML0408
 ML0408.The orthometric height was determined by differential leveling and
 ML0408.adjusted by the NATIONAL GEODETIC SURVEY
 ML0408.in June 1991.
 ML0408
 ML0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0408.GEOID18 height accuracy estimate available here.
 ML0408
 ML0408.Click photographs - Photos may exist for this station.
 ML0408
 ML0408.The dynamic height is computed by dividing the NAVD 88
 ML0408.geopotential number by the normal gravity value computed on the
 ML0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0408.degrees latitude (g = 980.6199 gals.).
 ML0408
 ML0408.The modeled gravity was interpolated from observed gravity values.
 ML0408
 ML0408;                    North         East    Units  Estimated Accuracy
 ML0408;SPC NE       -   148,360.      604,940.      MT  (+/- 180 meters Scaled)
 ML0408
 ML0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL210568(NAD 83)
 ML0408
 ML0408                          SUPERSEDED SURVEY CONTROL
 ML0408
 ML0408  NGVD 29 (??/??/92)  637.712  (m)         2092.23   (f) ADJ UNCH    2 0
 ML0408
 ML0408.Superseded values are not recommended for survey control.
 ML0408
 ML0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0408.See file dsdata.pdf to determine how the superseded data were derived.
 ML0408
 ML0408_MARKER: DB = BENCH MARK DISK
 ML0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0408_STAMPING: P 281 1949
 ML0408_MARK LOGO: CGS
 ML0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0408+STABILITY: SURFACE MOTION
 ML0408
 ML0408  HISTORY     - Date     Condition        Report By
 ML0408  HISTORY     - 1949     MONUMENTED       CGS
 ML0408  HISTORY     - 1966     GOOD             CGS
 ML0408
 ML0408                          STATION DESCRIPTION
 ML0408
 ML0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0408'7.6 MI NW FROM BOELUS.
 ML0408'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0408'RAILROAD STATION AT BOELUS, THENCE 5.9 MILES NORTH ALONG A
 ML0408'COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD, AT THE
 ML0408'SOUTHEAST CORNER OF SECTION 24, T. 14 N., R. 13 W., IN
 ML0408'THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 273 FEET WEST
 ML0408'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET NORTH OF THE
 ML0408'CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST OF A 3-WAY CORNER
 ML0408'FENCE POST, 1.1 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A
 ML0408'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 ML0408'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0408'BENCH MARK IS LOCATED 0.9 MILE EAST OF BENCH MARK V 283.
 ML0408'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 ML0408
 ML0408                          STATION RECOVERY (1966)
 ML0408
 ML0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ML0408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0477 ***********************************************************************
 ML0477  DESIGNATION -  P 282
 ML0477  PID         -  ML0477
 ML0477  STATE/COUNTY-  NE/HOWARD
 ML0477  COUNTRY     -  US
 ML0477  USGS QUAD   -  DANNEBROG (2017)
 ML0477
 ML0477                         *CURRENT SURVEY CONTROL
 ML0477  ______________________________________________________________________
 ML0477* NAD 83(1986) POSITION- 41 03 40.     (N) 098 31 03.     (W)   SCALED
 ML0477* NAVD 88 ORTHO HEIGHT -   578.098 (meters)     1896.64  (feet) ADJUSTED
 ML0477  ______________________________________________________________________
 ML0477  GEOID HEIGHT    -        -24.620 (meters)                     GEOID18
 ML0477  DYNAMIC HEIGHT  -        577.805 (meters)     1895.68  (feet) COMP
 ML0477  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 ML0477
 ML0477  VERT ORDER      -  SECOND    CLASS 0
 ML0477
 ML0477.The horizontal coordinates were scaled from a map and have
 ML0477.an estimated accuracy of +/- 6 seconds.
 ML0477
 ML0477.The orthometric height was determined by differential leveling and
 ML0477.adjusted by the NATIONAL GEODETIC SURVEY
 ML0477.in June 1991.
 ML0477
 ML0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0477.GEOID18 height accuracy estimate available here.
 ML0477
 ML0477.Click photographs - Photos may exist for this station.
 ML0477
 ML0477.The dynamic height is computed by dividing the NAVD 88
 ML0477.geopotential number by the normal gravity value computed on the
 ML0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0477.degrees latitude (g = 980.6199 gals.).
 ML0477
 ML0477.The modeled gravity was interpolated from observed gravity values.
 ML0477
 ML0477;                    North         East    Units  Estimated Accuracy
 ML0477;SPC NE       -   137,380.      624,570.      MT  (+/- 180 meters Scaled)
 ML0477
 ML0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL405456(NAD 83)
 ML0477
 ML0477                          SUPERSEDED SURVEY CONTROL
 ML0477
 ML0477  NGVD 29 (??/??/92)  577.857  (m)         1895.85   (f) ADJ UNCH    2 0
 ML0477
 ML0477.Superseded values are not recommended for survey control.
 ML0477
 ML0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0477.See file dsdata.pdf to determine how the superseded data were derived.
 ML0477
 ML0477_MARKER: DB = BENCH MARK DISK
 ML0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0477_STAMPING: P 282 1949
 ML0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0477+STABILITY: SURFACE MOTION
 ML0477
 ML0477  HISTORY     - Date     Condition        Report By
 ML0477  HISTORY     - 1949     MONUMENTED       CGS
 ML0477
 ML0477                          STATION DESCRIPTION
 ML0477
 ML0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0477'4.9 MI SE FROM DANNEBROG.
 ML0477'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0477'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0477'HIGHWAY NO. 58, THENCE 3.0 MILES SOUTH ALONG A COUNTY ROAD, AT
 ML0477'THE SOUTHWEST CORNER OF SECTION 30, T. 13 N., R. 10 W., IN THE
 ML0477'NORTHEAST QUARTER OF A ROAD CROSSING, IN A THICKET, 39 FEET EAST
 ML0477'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET NORTH OF THE
 ML0477'CENTER LINE OF THE EAST-WEST ROAD, 8 FEET NORTHEAST OF A POWER
 ML0477'LINE GUY POLE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 ML0477'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0477'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1520 ***********************************************************************
 LH1520  DESIGNATION -  P 284 RESET
 LH1520  PID         -  LH1520
 LH1520  STATE/COUNTY-  NE/HALL
 LH1520  COUNTRY     -  US
 LH1520  USGS QUAD   -  SHELTON NE (2017)
 LH1520
 LH1520                         *CURRENT SURVEY CONTROL
 LH1520  ______________________________________________________________________
 LH1520* NAD 83(1986) POSITION- 40 59 51.86   (N) 098 35 19.15   (W)   HD_HELD1
 LH1520* NAVD 88 ORTHO HEIGHT -   592.18  (meters)     1942.8   (feet) RESET
 LH1520  ______________________________________________________________________
 LH1520  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 LH1520  VERT ORDER      -  THIRD
 LH1520
 LH1520.The horizontal coordinates were determined by differentially corrected
 LH1520.hand held GPS observations or other comparable positioning techniques
 LH1520.and have an estimated accuracy of +/- 3 meters.
 LH1520
 LH1520.The orthometric height was computed from unverified reset data.
 LH1520
 LH1520.No vertical observational check was made to the station.
 LH1520
 LH1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1520.GEOID18 height accuracy estimate available here.
 LH1520
 LH1520.Click photographs - Photos may exist for this station.
 LH1520
 LH1520;                    North         East    Units  Estimated Accuracy
 LH1520;SPC NE       -   130,248.8     618,706.8     MT  (+/- 3 meters HH1 GPS) 
 LH1520
 LH1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3459638587(NAD 83)
 LH1520
 LH1520                          SUPERSEDED SURVEY CONTROL
 LH1520
 LH1520  NGVD 29 (01/31/13)  591.94   (m)         1942.1    (f) RESET       3  
 LH1520
 LH1520.Superseded values are not recommended for survey control.
 LH1520
 LH1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1520.See file dsdata.pdf to determine how the superseded data were derived.
 LH1520
 LH1520_MARKER: DV = VERTICAL CONTROL DISK
 LH1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1520_STAMPING: P 284 RESET 1983
 LH1520_MARK LOGO: NGS
 LH1520_PROJECTION: FLUSH
 LH1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1520+STABILITY: SURFACE MOTION
 LH1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1520+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 LH1520
 LH1520  HISTORY     - Date     Condition        Report By
 LH1520  HISTORY     - 1983     MONUMENTED       NGS
 LH1520  HISTORY     - 20190924 GOOD             NE-109
 LH1520
 LH1520                          STATION DESCRIPTION
 LH1520
 LH1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1520'1.61 KM (1.00 MI) EAST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LH1520'STATE HIGHWAY 11 AT CAIRO, AT A CROSSROAD, 35.36 M (116.01 FT) SOUTH
 LH1520'OF THE CENTERLINE OF THE HIGHWAY, 11.15 M (36.58 FT) EAST OF THE
 LH1520'CENTERLINE OF A PAVED ROAD, 1.56 M (5.12 FT) NORTHEAST OF A FENCE
 LH1520'CORNER POST, 0.40 M (1.31 FT) WEST OF A WITNESS POST, SET IN THE TOP
 LH1520'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE AND IS
 LH1520'ABOUT 0.6 M (2.0 FT) LOWER THAN THE ROAD.
 LH1520
 LH1520                          STATION RECOVERY (2019)
 LH1520
 LH1520'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1520'FOUND MONUMENT IN GOOD CONDITION, 109 FT (33.2 M) SOUTH OF THE
 LH1520'CENTERLINE OF NE HIGHWAY 2, 36.5 FT (11.1 M) EAST OF THE CENTERLINE OF
 LH1520'130TH ROAD, 1.3 FT (0.4 M) WEST OF A WITNESS POST, 2.0 FT (0.6 M)
 LH1520'NORTHEAST OF A CORNER FENCE POST, 6.1 FT (1.9 M) EAST OF A CONCRETE
 LH1520'HIGHWAY ROW MARKER, 6.2 FT (1.9 M) EAST OF A POWER POLE AND FLUSH WITH
 LH1520'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0404 ***********************************************************************
 ML0404  DESIGNATION -  P 285
 ML0404  PID         -  ML0404
 ML0404  STATE/COUNTY-  NE/SHERMAN
 ML0404  COUNTRY     -  US
 ML0404  USGS QUAD   -  ASHTON (2017)
 ML0404
 ML0404                         *CURRENT SURVEY CONTROL
 ML0404  ______________________________________________________________________
 ML0404* NAD 83(1986) POSITION- 41 11 30.     (N) 098 47 11.     (W)   SCALED
 ML0404* NAVD 88 ORTHO HEIGHT -   645.366 (meters)     2117.34  (feet) ADJUSTED
 ML0404  ______________________________________________________________________
 ML0404  GEOID HEIGHT    -        -24.206 (meters)                     GEOID18
 ML0404  DYNAMIC HEIGHT  -        645.035 (meters)     2116.25  (feet) COMP
 ML0404  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 ML0404
 ML0404  VERT ORDER      -  SECOND    CLASS 0
 ML0404
 ML0404.The horizontal coordinates were scaled from a map and have
 ML0404.an estimated accuracy of +/- 6 seconds.
 ML0404
 ML0404.The orthometric height was determined by differential leveling and
 ML0404.adjusted by the NATIONAL GEODETIC SURVEY
 ML0404.in June 1991.
 ML0404
 ML0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0404.GEOID18 height accuracy estimate available here.
 ML0404
 ML0404.Click photographs - Photos may exist for this station.
 ML0404
 ML0404.The dynamic height is computed by dividing the NAVD 88
 ML0404.geopotential number by the normal gravity value computed on the
 ML0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0404.degrees latitude (g = 980.6199 gals.).
 ML0404
 ML0404.The modeled gravity was interpolated from observed gravity values.
 ML0404
 ML0404;                    North         East    Units  Estimated Accuracy
 ML0404;SPC NE       -   151,520.      601,770.      MT  (+/- 180 meters Scaled)
 ML0404
 ML0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179600(NAD 83)
 ML0404
 ML0404                          SUPERSEDED SURVEY CONTROL
 ML0404
 ML0404  NGVD 29 (??/??/92)  645.122  (m)         2116.54   (f) ADJ UNCH    2 0
 ML0404
 ML0404.Superseded values are not recommended for survey control.
 ML0404
 ML0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0404.See file dsdata.pdf to determine how the superseded data were derived.
 ML0404
 ML0404_MARKER: DB = BENCH MARK DISK
 ML0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0404_STAMPING: P 285 1949
 ML0404_MARK LOGO: CGS
 ML0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0404+STABILITY: SURFACE MOTION
 ML0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0404+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1989
 ML0404
 ML0404  HISTORY     - Date     Condition        Report By
 ML0404  HISTORY     - 1949     MONUMENTED       CGS
 ML0404  HISTORY     - 19890811 MARK NOT FOUND   LOCSUR
 ML0404
 ML0404                          STATION DESCRIPTION
 ML0404
 ML0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0404'4.3 MI S FROM ASHTON.
 ML0404'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0404'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE
 ML0404'3.0 MILES SOUTH ALONG A COUNTY ROAD, AT THE NORTHWEST CORNER
 ML0404'OF SECTION 14, T. 14 N., R. 13 W., IN THE SOUTHEAST QUARTER
 ML0404'OF A PUBLIC ROAD CROSSING, 61 FEET SOUTHEAST OF R.E.A. POLE
 ML0404'NO. 32, 41 AND 33, 60 FEET SOUTH OF THE CENTER LINE OF THE
 ML0404'EAST-WEST ROAD, 23 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0404'ROAD, 22 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF A
 ML0404'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0404'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0404'ABOVE THE GROUND.
 ML0404
 ML0404                          STATION RECOVERY (1989)
 ML0404
 ML0404'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 ML0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1195 ***********************************************************************
 ML1195  DESIGNATION -  P 285 RESET
 ML1195  PID         -  ML1195
 ML1195  STATE/COUNTY-  NE/SHERMAN
 ML1195  COUNTRY     -  US
 ML1195  USGS QUAD   -  ASHTON (2017)
 ML1195
 ML1195                         *CURRENT SURVEY CONTROL
 ML1195  ______________________________________________________________________
 ML1195* NAD 83(1986) POSITION- 41 11 30.     (N) 098 47 11.     (W)   SCALED
 ML1195* NAVD 88 ORTHO HEIGHT -   646.37  (meters)     2120.6   (feet) RESET
 ML1195  ______________________________________________________________________
 ML1195  GEOID HEIGHT    -        -24.206 (meters)                     GEOID18
 ML1195  VERT ORDER      -  THIRD
 ML1195
 ML1195.The horizontal coordinates were scaled from a map and have
 ML1195.an estimated accuracy of +/- 6 seconds.
 ML1195
 ML1195.The orthometric height was computed from unverified reset data.
 ML1195
 ML1195.No vertical observational check was made to the station.
 ML1195
 ML1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1195.GEOID18 height accuracy estimate available here.
 ML1195
 ML1195.Click photographs - Photos may exist for this station.
 ML1195
 ML1195;                    North         East    Units  Estimated Accuracy
 ML1195;SPC NE       -   151,520.      601,770.      MT  (+/- 180 meters Scaled)
 ML1195
 ML1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179600(NAD 83)
 ML1195
 ML1195                          SUPERSEDED SURVEY CONTROL
 ML1195
 ML1195  NGVD 29 (01/31/13)  646.12   (m)         2119.8    (f) RESET       3  
 ML1195
 ML1195.Superseded values are not recommended for survey control.
 ML1195
 ML1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1195.See file dsdata.pdf to determine how the superseded data were derived.
 ML1195
 ML1195_MARKER: DV = VERTICAL CONTROL DISK
 ML1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1195_STAMPING: P 285 RESET 1989
 ML1195_MARK LOGO: NGS
 ML1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1195+STABILITY: SURFACE MOTION
 ML1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1195+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ML1195
 ML1195  HISTORY     - Date     Condition        Report By
 ML1195  HISTORY     - 1989     MONUMENTED       LOCENG
 ML1195
 ML1195                          STATION DESCRIPTION
 ML1195
 ML1195'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 ML1195'TO REACH THE MARK FROM THE POST OFFICE IN ASHTON, GO SOUTH ON A COUNTY
 ML1195'ROAD FOR 1.29 KM (0.80 MI).  TURN LEFT AND GO EAST ON A COUNTY ROAD
 ML1195'FOR 0.8 KM (0.50 MI), TURN RIGHT AND GO SOUTH ON A COUNTY ROAD FOR
 ML1195'4.83 KM (3.00 MI) TO A CROSSROAD AND THE MARK IN THE SOUTHWEST ANGLE
 ML1195'OF THE INTERSECTION.  THE MARK IS AT THE NORTHWEST CORNER OF SEC14,
 ML1195'T14N, R13W, 17.07 M (56.0 FT) SOUTH FROM THE CENTERLINE OF THE
 ML1195'EAST/WEST ROAD AND 9.14 M (30.0 FT) EAST FROM THE CENTERLINE OF THE
 ML1195'NORTH/SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0097 ***********************************************************************
 LH0097  DESIGNATION -  P 286
 LH0097  PID         -  LH0097
 LH0097  STATE/COUNTY-  NE/HALL
 LH0097  COUNTRY     -  US
 LH0097  USGS QUAD   -  ALDA (2017)
 LH0097
 LH0097                         *CURRENT SURVEY CONTROL
 LH0097  ______________________________________________________________________
 LH0097* NAD 83(1986) POSITION- 40 48 17.37   (N) 098 29 34.54   (W)   HD_HELD1
 LH0097* NAVD 88 ORTHO HEIGHT -   584.972 (meters)     1919.20  (feet) ADJUSTED
 LH0097  ______________________________________________________________________
 LH0097  GEOID HEIGHT    -        -24.938 (meters)                     GEOID18
 LH0097  DYNAMIC HEIGHT  -        584.656 (meters)     1918.16  (feet) COMP
 LH0097  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LH0097
 LH0097  VERT ORDER      -  SECOND    CLASS 0
 LH0097
 LH0097.The horizontal coordinates were determined by differentially corrected
 LH0097.hand held GPS observations or other comparable positioning techniques
 LH0097.and have an estimated accuracy of +/- 3 meters.
 LH0097
 LH0097.The orthometric height was determined by differential leveling and
 LH0097.adjusted by the NATIONAL GEODETIC SURVEY
 LH0097.in June 1991.
 LH0097
 LH0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0097.GEOID18 height accuracy estimate available here.
 LH0097
 LH0097.Click photographs - Photos may exist for this station.
 LH0097
 LH0097.The dynamic height is computed by dividing the NAVD 88
 LH0097.geopotential number by the normal gravity value computed on the
 LH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0097.degrees latitude (g = 980.6199 gals.).
 LH0097
 LH0097.The modeled gravity was interpolated from observed gravity values.
 LH0097
 LH0097;                    North         East    Units  Estimated Accuracy
 LH0097;SPC NE       -   108,970.6     627,130.7     MT  (+/- 3 meters HH1 GPS) 
 LH0097
 LH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4277117214(NAD 83)
 LH0097
 LH0097                          SUPERSEDED SURVEY CONTROL
 LH0097
 LH0097  NGVD 29 (??/??/92)  584.724  (m)         1918.38   (f) ADJ UNCH    2 0
 LH0097
 LH0097.Superseded values are not recommended for survey control.
 LH0097
 LH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0097.See file dsdata.pdf to determine how the superseded data were derived.
 LH0097
 LH0097_MARKER: DB = BENCH MARK DISK
 LH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0097_STAMPING: P 286 1949
 LH0097_MARK LOGO: CGS
 LH0097_PROJECTION: PROJECTING 13 CENTIMETERS
 LH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0097+STABILITY: SURFACE MOTION
 LH0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0097+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2020
 LH0097
 LH0097  HISTORY     - Date     Condition        Report By
 LH0097  HISTORY     - 1949     MONUMENTED       CGS
 LH0097  HISTORY     - 20200922 GOOD             NE-079
 LH0097
 LH0097                          STATION DESCRIPTION
 LH0097
 LH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0097'4 MI SW FROM ALDA.
 LH0097'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0097'RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 LH0097'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.7
 LH0097'MILES SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF LOYAL
 LH0097'DENMAN AND OCCUPIED BY JOHN KRULL, 272.0 FEET WEST OF THE
 LH0097'SOUTHWEST CORNER OF THE HOUSE, 156 FEET EAST OF THE CENTER LINE
 LH0097'OF A NORTH-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF A
 LH0097'PRIVATE DRIVEWAY, 2.2 FEET SOUTH OF A FENCE, 1.6 FEET SOUTH OF A
 LH0097'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0097'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LH0097
 LH0097                          STATION RECOVERY (2020)
 LH0097
 LH0097'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0097'THE MARK IS 0.45 MI (0.72 KM) NORTH OF THE INTERSECTION OF HOLLING
 LH0097'ROAD AND ALDA ROAD, 154 FT (46.9 M) EAST OF THE CENTERLINE OF ALDA
 LH0097'ROAD, 22 FT (6.7 M) SOUTH OF THE CENTERLINE A PRIVATE DRIVEWAY TO 8737
 LH0097'SOUTH ALDA ROAD, 45 FT (13.7 M) NORTHEAST OF TWO LARGE COTTONWOOD
 LH0097'TREES, 27 FT (8.2 M) EAST-NORTHEAST OF A LARGE COTTONWOOD TREE AND ON
 LH0097'THE NORTH SIDE OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0476 ***********************************************************************
 LH0476  DESIGNATION -  P 287
 LH0476  PID         -  LH0476
 LH0476  STATE/COUNTY-  NE/BUFFALO
 LH0476  COUNTRY     -  US
 LH0476  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0476
 LH0476                         *CURRENT SURVEY CONTROL
 LH0476  ______________________________________________________________________
 LH0476* NAD 83(1986) POSITION- 40 43 38.     (N) 098 50 41.     (W)   SCALED
 LH0476* NAVD 88 ORTHO HEIGHT -   627.260 (meters)     2057.94  (feet) ADJUSTED
 LH0476  ______________________________________________________________________
 LH0476  GEOID HEIGHT    -        -24.637 (meters)                     GEOID18
 LH0476  DYNAMIC HEIGHT  -        626.910 (meters)     2056.79  (feet) COMP
 LH0476  MODELED GRAVITY -    980,045.7   (mgal)                       NAVD 88
 LH0476
 LH0476  VERT ORDER      -  SECOND    CLASS 0
 LH0476
 LH0476.The horizontal coordinates were scaled from a map and have
 LH0476.an estimated accuracy of +/- 6 seconds.
 LH0476
 LH0476.The orthometric height was determined by differential leveling and
 LH0476.adjusted by the NATIONAL GEODETIC SURVEY
 LH0476.in June 1991.
 LH0476
 LH0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0476.GEOID18 height accuracy estimate available here.
 LH0476
 LH0476.Click photographs - Photos may exist for this station.
 LH0476
 LH0476.The dynamic height is computed by dividing the NAVD 88
 LH0476.geopotential number by the normal gravity value computed on the
 LH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0476.degrees latitude (g = 980.6199 gals.).
 LH0476
 LH0476.The modeled gravity was interpolated from observed gravity values.
 LH0476
 LH0476;                    North         East    Units  Estimated Accuracy
 LH0476;SPC NE       -    99,900.      597,570.      MT  (+/- 180 meters Scaled)
 LH0476
 LH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL131084(NAD 83)
 LH0476
 LH0476                          SUPERSEDED SURVEY CONTROL
 LH0476
 LH0476  NGVD 29 (??/??/92)  627.002  (m)         2057.09   (f) ADJ UNCH    2 0
 LH0476
 LH0476.Superseded values are not recommended for survey control.
 LH0476
 LH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0476.See file dsdata.pdf to determine how the superseded data were derived.
 LH0476
 LH0476_MARKER: DB = BENCH MARK DISK
 LH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0476_STAMPING: P 287 1949
 LH0476_MARK LOGO: CGS
 LH0476_PROJECTION: FLUSH
 LH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0476+STABILITY: SURFACE MOTION
 LH0476
 LH0476  HISTORY     - Date     Condition        Report By
 LH0476  HISTORY     - 1949     MONUMENTED       CGS
 LH0476
 LH0476                          STATION DESCRIPTION
 LH0476
 LH0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0476'1.2 MI S FROM GIBBON.
 LH0476'1.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0476'GIBBON, AT THE FARM HOME OF MRS. B.O. CHAPMAN AND OCCUPIED BY
 LH0476'R.W. SPENCER, 214 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LH0476'ROAD, 183 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0476'80.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 1.7
 LH0476'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE, AND SET IN THE
 LH0476'TOP OF A 10-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LH0476'OF THE GROUND AND WELDED ON THE END OF AN 8-FOOT SECTION OF
 LH0476'REINFORCING STEEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0505 ***********************************************************************
 LH0505  DESIGNATION -  P 288
 LH0505  PID         -  LH0505
 LH0505  STATE/COUNTY-  NE/KEARNEY
 LH0505  COUNTRY     -  US
 LH0505  USGS QUAD   -  DENMAN (2017)
 LH0505
 LH0505                         *CURRENT SURVEY CONTROL
 LH0505  ______________________________________________________________________
 LH0505* NAD 83(1986) POSITION- 40 37 31.     (N) 098 43 28.     (W)   SCALED
 LH0505* NAVD 88 ORTHO HEIGHT -   638.293 (meters)     2094.13  (feet) ADJUSTED
 LH0505  ______________________________________________________________________
 LH0505  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 LH0505  DYNAMIC HEIGHT  -        637.933 (meters)     2092.95  (feet) COMP
 LH0505  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 LH0505
 LH0505  VERT ORDER      -  SECOND    CLASS 0
 LH0505
 LH0505.The horizontal coordinates were scaled from a map and have
 LH0505.an estimated accuracy of +/- 6 seconds.
 LH0505
 LH0505.The orthometric height was determined by differential leveling and
 LH0505.adjusted by the NATIONAL GEODETIC SURVEY
 LH0505.in June 1991.
 LH0505
 LH0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0505.GEOID18 height accuracy estimate available here.
 LH0505
 LH0505.Click photographs - Photos may exist for this station.
 LH0505
 LH0505.The dynamic height is computed by dividing the NAVD 88
 LH0505.geopotential number by the normal gravity value computed on the
 LH0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0505.degrees latitude (g = 980.6199 gals.).
 LH0505
 LH0505.The modeled gravity was interpolated from observed gravity values.
 LH0505
 LH0505;                    North         East    Units  Estimated Accuracy
 LH0505;SPC NE       -    88,730.      607,900.      MT  (+/- 180 meters Scaled)
 LH0505
 LH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233971(NAD 83)
 LH0505
 LH0505                          SUPERSEDED SURVEY CONTROL
 LH0505
 LH0505  NGVD 29 (??/??/92)  638.044  (m)         2093.32   (f) ADJ UNCH    2 0
 LH0505
 LH0505.Superseded values are not recommended for survey control.
 LH0505
 LH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0505.See file dsdata.pdf to determine how the superseded data were derived.
 LH0505
 LH0505_MARKER: DB = BENCH MARK DISK
 LH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0505_STAMPING: P 288 1949
 LH0505_MARK LOGO: CGS
 LH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0505+STABILITY: SURFACE MOTION
 LH0505
 LH0505  HISTORY     - Date     Condition        Report By
 LH0505  HISTORY     - 1949     MONUMENTED       CGS
 LH0505
 LH0505                          STATION DESCRIPTION
 LH0505
 LH0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0505'5.1 MI S FROM DENMAN.
 LH0505'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0505'AT DENMAN, AT THE FARM HOME OF J.L. HAWES, 254 FEET SOUTH OF
 LH0505'THE CENTER LINE OF AN EAST-WEST ROAD, 107 FEET WEST OF THE CENTER
 LH0505'LINE OF A NORTH-SOUTH ROAD, 83 FEET NORTH OF THE CENTER LINE
 LH0505'OF A PRIVATE DRIVEWAY, 1.5 FEET NORTH OF THE NORTHEAST CORNER
 LH0505'OF THE GARAGE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0505'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0468 ***********************************************************************
 LH0468  DESIGNATION -  P 289
 LH0468  PID         -  LH0468
 LH0468  STATE/COUNTY-  NE/BUFFALO
 LH0468  COUNTRY     -  US
 LH0468  USGS QUAD   -  NEWARK (2017)
 LH0468
 LH0468                         *CURRENT SURVEY CONTROL
 LH0468  ______________________________________________________________________
 LH0468* NAD 83(1986) POSITION- 40 41 00.40   (N) 098 57 04.82   (W)   HD_HELD1
 LH0468* NAVD 88 ORTHO HEIGHT -   639.178 (meters)     2097.04  (feet) ADJUSTED
 LH0468  ______________________________________________________________________
 LH0468  GEOID HEIGHT    -        -24.593 (meters)                     GEOID18
 LH0468  DYNAMIC HEIGHT  -        638.815 (meters)     2095.85  (feet) COMP
 LH0468  MODELED GRAVITY -    980,036.1   (mgal)                       NAVD 88
 LH0468
 LH0468  VERT ORDER      -  SECOND    CLASS 0
 LH0468
 LH0468.The horizontal coordinates were determined by differentially corrected
 LH0468.hand held GPS observations or other comparable positioning techniques
 LH0468.and have an estimated accuracy of +/- 3 meters.
 LH0468
 LH0468.The orthometric height was determined by differential leveling and
 LH0468.adjusted by the NATIONAL GEODETIC SURVEY
 LH0468.in June 1991.
 LH0468
 LH0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0468.GEOID18 height accuracy estimate available here.
 LH0468
 LH0468.Click photographs - Photos may exist for this station.
 LH0468
 LH0468.The dynamic height is computed by dividing the NAVD 88
 LH0468.geopotential number by the normal gravity value computed on the
 LH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0468.degrees latitude (g = 980.6199 gals.).
 LH0468
 LH0468.The modeled gravity was interpolated from observed gravity values.
 LH0468
 LH0468;                    North         East    Units  Estimated Accuracy
 LH0468;SPC NE       -    94,924.3     588,626.7     MT  (+/- 3 meters HH1 GPS) 
 LH0468
 LH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0411103618(NAD 83)
 LH0468
 LH0468                          SUPERSEDED SURVEY CONTROL
 LH0468
 LH0468  NGVD 29 (??/??/92)  638.919  (m)         2096.19   (f) ADJ UNCH    2 0
 LH0468
 LH0468.Superseded values are not recommended for survey control.
 LH0468
 LH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0468.See file dsdata.pdf to determine how the superseded data were derived.
 LH0468
 LH0468_MARKER: DB = BENCH MARK DISK
 LH0468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0468_SP_SET: BRIDGE ABUTMENT
 LH0468_STAMPING: P 289 1949
 LH0468_MARK LOGO: CGS
 LH0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0468+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 LH0468
 LH0468  HISTORY     - Date     Condition        Report By
 LH0468  HISTORY     - 1949     MONUMENTED       CGS
 LH0468  HISTORY     - 20160629 GOOD             NEGS
 LH0468  HISTORY     - 20210914 GOOD             NEGS
 LH0468
 LH0468                          STATION DESCRIPTION
 LH0468
 LH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0468'10.4 MI NE FROM KEARNEY.
 LH0468'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0468'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0468'THENCE 2.85 MILES SOUTH ALONG A GRAVELED ROAD, SET IN THE TOP
 LH0468'OF THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE
 LH0468'NORTH CHANNEL OF THE PLATTE RIVER, 11 FEET WEST OF THE CENTER
 LH0468'LINE OF THE ROAD, 2.6 FEET WEST OF THE SOUTH END OF THE WEST
 LH0468'BANNISTER OF THE BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LH0468'ROAD.
 LH0468
 LH0468                          STATION RECOVERY (2016)
 LH0468
 LH0468'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 LH0468'FOOD GOOD
 LH0468
 LH0468                          STATION RECOVERY (2021)
 LH0468
 LH0468'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0468'TO REACH FROM THE EAST JUNCTION OF NE. HIGHWAY 10 AND INTERSTATE 80,
 LH0468'APPROXIMATELY 7.0 MI (11.3 KM) EAST OF KEARNEY, NE., GO SOUTH ON NE.
 LH0468'HIGHWAY 10 APPROXIMATELY 0.31 MI (0.50 KM) TO A T INTERSECTION WITH A
 LH0468'SERVICE ROAD ON THE LEFT (EAST).  TURN EAST ONTO SERVICE ROAD AND GO
 LH0468'APPROXIMATELY 80.0 FT (24.4 M) TO THE JUNCTION WITH BASSWAY STRIP
 LH0468'ROAD.  TURN LEFT AND GO NORTH ON BASSWAY STRIP ROAD APPROXIMATELY 450
 LH0468'FT (137.2 M) TO THE SOUTH END OF A BRIDGE OVER THE PLATTE RIVER.  THE
 LH0468'MARK IS LOCATED ON THE SOUTHWEST CORNER OF THE BRIDGE ON THE CONCRETE
 LH0468'BRIDGE ABUTMENT.  THE MARK IS 2.6 FT (0.8 M) WEST OF THE SOUTH END OF
 LH0468'THE WEST BANNISTER ON THE BRIDGE, 5.0 FT (1.5 M) NORTHWEST OF AN
 LH0468'ORANGE WITNESS POST, 11.0 FT (3.4 M) WEST OF THE CENTERLINE OF BASSWAY
 LH0468'STRIP ROAD, APPROXIMATELY 72.0 FT (21.9 M) EAST OF THE CENTERLINE OF
 LH0468'NE. HIGHWAY 10 AT MILE POST 47.34 AND APPROXIMATELY 11.0 FT (3.4 M)
 LH0468'WEST OF THE CENTERLINE OF BASSWAY STRIP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0850 ***********************************************************************
 MK0850  DESIGNATION -  P 290
 MK0850  PID         -  MK0850
 MK0850  STATE/COUNTY-  NE/CASS
 MK0850  COUNTRY     -  US
 MK0850  USGS QUAD   -  ASHLAND EAST (2017)
 MK0850
 MK0850                         *CURRENT SURVEY CONTROL
 MK0850  ______________________________________________________________________
 MK0850* NAD 83(1986) POSITION- 41 00 52.     (N) 096 20 59.     (W)   SCALED
 MK0850* NAVD 88 ORTHO HEIGHT -   377.783 (meters)     1239.44  (feet) ADJUSTED
 MK0850  ______________________________________________________________________
 MK0850  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 MK0850  DYNAMIC HEIGHT  -        377.630 (meters)     1238.94  (feet) COMP
 MK0850  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 MK0850
 MK0850  VERT ORDER      -  SECOND    CLASS 0
 MK0850
 MK0850.The horizontal coordinates were scaled from a map and have
 MK0850.an estimated accuracy of +/- 6 seconds.
 MK0850
 MK0850.The orthometric height was determined by differential leveling and
 MK0850.adjusted by the NATIONAL GEODETIC SURVEY
 MK0850.in June 1991.
 MK0850
 MK0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0850.GEOID18 height accuracy estimate available here.
 MK0850
 MK0850.Click photographs - Photos may exist for this station.
 MK0850
 MK0850.The dynamic height is computed by dividing the NAVD 88
 MK0850.geopotential number by the normal gravity value computed on the
 MK0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0850.degrees latitude (g = 980.6199 gals.).
 MK0850
 MK0850.The modeled gravity was interpolated from observed gravity values.
 MK0850
 MK0850;                    North         East    Units  Estimated Accuracy
 MK0850;SPC NE       -   137,610.      806,870.      MT  (+/- 180 meters Scaled)
 MK0850
 MK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL228437(NAD 83)
 MK0850
 MK0850                          SUPERSEDED SURVEY CONTROL
 MK0850
 MK0850  NGVD 29 (??/??/92)  377.681  (m)         1239.11   (f) ADJ UNCH    2 0
 MK0850
 MK0850.Superseded values are not recommended for survey control.
 MK0850
 MK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0850.See file dsdata.pdf to determine how the superseded data were derived.
 MK0850
 MK0850_MARKER: DB = BENCH MARK DISK
 MK0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0850_STAMPING: P 290 1950
 MK0850_MARK LOGO: CGS
 MK0850_PROJECTION: FLUSH
 MK0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0850+STABILITY: SURFACE MOTION
 MK0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0850+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 MK0850
 MK0850  HISTORY     - Date     Condition        Report By
 MK0850  HISTORY     - 1950     MONUMENTED       CGS
 MK0850  HISTORY     - 20010212 GOOD             INDIV
 MK0850  HISTORY     - 20130909 GOOD             INDIV
 MK0850
 MK0850                          STATION DESCRIPTION
 MK0850
 MK0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0850'2.3 MI SE FROM ASHLAND.
 MK0850'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0850'WORKS AT ASHLAND, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED
 MK0850'ROAD, AT A T ROAD JUNCTION, 76 FEET NORTH OF THE NORTHEAST
 MK0850'CORNER OF THE IVAN E. ARMSTRONG FARMHOUSE, 161 FEET SOUTHWEST
 MK0850'OF THE JUNCTION OF THE CENTER LINES OF THE TWO ROADS, 71 FEET
 MK0850'WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 37 FEET
 MK0850'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET SOUTH
 MK0850'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0850'WITH THE GROUND.
 MK0850
 MK0850                          STATION RECOVERY (2001)
 MK0850
 MK0850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 MK0850'RECOVERED IN GOOD CONDITION  BEST FOUND FORM THE INTERSECTION OF 262ND
 MK0850'STREET AND WEST PARK HWY SOUTH FOR 0.1 OF A MILE   FROM THE MONUMENT
 MK0850'WEST 75 FT TO CL OF ROAD  NORTH 33 FT TO PRIVATE DRIVE  3.5 FT WEST TO
 MK0850'OAK TREE   22.5 FT EAST TO OAK TREE  NO WITNESS POST WAS FOUND NEAR
 MK0850
 MK0850                          STATION RECOVERY (2013)
 MK0850
 MK0850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BLY)
 MK0850'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0515 ***********************************************************************
 LH0515  DESIGNATION -  P 292
 LH0515  PID         -  LH0515
 LH0515  STATE/COUNTY-  NE/BUFFALO
 LH0515  COUNTRY     -  US
 LH0515  USGS QUAD   -  KEARNEY (2017)
 LH0515
 LH0515                         *CURRENT SURVEY CONTROL
 LH0515  ______________________________________________________________________
 LH0515* NAD 83(1986) POSITION- 40 43 51.     (N) 099 00 43.     (W)   SCALED
 LH0515* NAVD 88 ORTHO HEIGHT -   648.976 (meters)     2129.18  (feet) ADJUSTED
 LH0515  ______________________________________________________________________
 LH0515  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 LH0515  DYNAMIC HEIGHT  -        648.614 (meters)     2127.99  (feet) COMP
 LH0515  MODELED GRAVITY -    980,044.8   (mgal)                       NAVD 88
 LH0515
 LH0515  VERT ORDER      -  FIRST     CLASS II
 LH0515
 LH0515.This mark is at Kearney Municipal Airport (EAR)
 LH0515
 LH0515.The horizontal coordinates were scaled from a map and have
 LH0515.an estimated accuracy of +/- 6 seconds.
 LH0515
 LH0515.The orthometric height was determined by differential leveling and
 LH0515.adjusted by the NATIONAL GEODETIC SURVEY
 LH0515.in June 1991.
 LH0515
 LH0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0515.GEOID18 height accuracy estimate available here.
 LH0515
 LH0515.Click photographs - Photos may exist for this station.
 LH0515
 LH0515.The dynamic height is computed by dividing the NAVD 88
 LH0515.geopotential number by the normal gravity value computed on the
 LH0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0515.degrees latitude (g = 980.6199 gals.).
 LH0515
 LH0515.The modeled gravity was interpolated from observed gravity values.
 LH0515
 LH0515;                    North         East    Units  Estimated Accuracy
 LH0515;SPC NE       -   100,130.      583,450.      MT  (+/- 180 meters Scaled)
 LH0515
 LH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML989088(NAD 83)
 LH0515
 LH0515                          SUPERSEDED SURVEY CONTROL
 LH0515
 LH0515  NGVD 29 (02/14/92)  648.711  (m)         2128.31   (f) ADJUSTED    1 2
 LH0515  NGVD 29 (??/??/87)  648.719  (m)         2128.34   (f) SUPERSEDED  1 2
 LH0515
 LH0515.Superseded values are not recommended for survey control.
 LH0515
 LH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0515.See file dsdata.pdf to determine how the superseded data were derived.
 LH0515
 LH0515_MARKER: DB = BENCH MARK DISK
 LH0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0515_STAMPING: P 292 1949
 LH0515_MARK LOGO: CGS
 LH0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0515+STABILITY: SURFACE MOTION
 LH0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0515+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH0515
 LH0515  HISTORY     - Date     Condition        Report By
 LH0515  HISTORY     - 1949     MONUMENTED       CGS
 LH0515  HISTORY     - 1971     GOOD             NGS
 LH0515  HISTORY     - 19910925 GOOD             NGS
 LH0515  HISTORY     - 20050308 GOOD             NEDR
 LH0515
 LH0515                          STATION DESCRIPTION
 LH0515
 LH0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0515'4.9 MI E FROM KEARNEY.
 LH0515'3.5 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE MONUMENT AT
 LH0515'THE JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE HIGHWAY NO. 10 AT
 LH0515'KEARNEY, THENCE 1.4 MILES NORTH INTO THE KEARNEY ARMY AIR BASE,
 LH0515'0.4 MILE NORTH OF THE CONTROL TOWER, 95 FEET SOUTH OF THE CENTER
 LH0515'OF THE EAST ENTRANCE OF THE MOST NORTHERLY HANGAR, 15 FEET
 LH0515'SOUTH OF THE SOUTH EDGE OF THE CONCRETE APRON, 1.4 FEET EAST
 LH0515'OF THE SOUTHEAST CORNER OF THE HANGAR, SET IN THE TOP OF A
 LH0515'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0515'THE GROUND.
 LH0515
 LH0515                          STATION RECOVERY (1971)
 LH0515
 LH0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0515'RECOVERED IN GOOD CONDITION.
 LH0515
 LH0515                          STATION RECOVERY (1991)
 LH0515
 LH0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0515'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0515'STATE HIGHWAY 44 IN KEARNEY, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG
 LH0515'A ROAD LEADING TO KEARNEY MUNICIPAL AIRPORT, THENCE 0.1 KM (0.05 MI)
 LH0515'EASTERLY ALONG A DIRT ROAD, 71.8 M (235.6 FT) NORTH OF AND LEVEL WITH
 LH0515'THE ROAD CENTER, 35.2 M (115.5 FT) WEST OF THE SOUTHWEST CORNER OF
 LH0515'HANGAR A, 34.8 M (114.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 LH0515'HANGAR B, 0.3 M (1.0 FT) EAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 LH0515'HANGAR, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 LH0515'FLUSH WITH THE GROUND SURFACE.
 LH0515
 LH0515                          STATION RECOVERY (2005)
 LH0515
 LH0515'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0617 ***********************************************************************
 LH0617  DESIGNATION -  P 293
 LH0617  PID         -  LH0617
 LH0617  STATE/COUNTY-  NE/BUFFALO
 LH0617  COUNTRY     -  US
 LH0617  USGS QUAD   -  PLEASANTON NW (2017)
 LH0617
 LH0617                         *CURRENT SURVEY CONTROL
 LH0617  ______________________________________________________________________
 LH0617* NAD 83(1986) POSITION- 40 57 36.07   (N) 099 13 02.39   (W)   HD_HELD1
 LH0617* NAVD 88 ORTHO HEIGHT -   664.456 (meters)     2179.97  (feet) ADJUSTED
 LH0617  ______________________________________________________________________
 LH0617  GEOID HEIGHT    -        -23.974 (meters)                     GEOID18
 LH0617  DYNAMIC HEIGHT  -        664.090 (meters)     2178.77  (feet) COMP
 LH0617  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 LH0617
 LH0617  VERT ORDER      -  SECOND    CLASS 0
 LH0617
 LH0617.The horizontal coordinates were determined by differentially corrected
 LH0617.hand held GPS observations or other comparable positioning techniques
 LH0617.and have an estimated accuracy of +/- 3 meters.
 LH0617
 LH0617.The orthometric height was determined by differential leveling and
 LH0617.adjusted by the NATIONAL GEODETIC SURVEY
 LH0617.in June 1991.
 LH0617
 LH0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0617.GEOID18 height accuracy estimate available here.
 LH0617
 LH0617.Click photographs - Photos may exist for this station.
 LH0617
 LH0617.The dynamic height is computed by dividing the NAVD 88
 LH0617.geopotential number by the normal gravity value computed on the
 LH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0617.degrees latitude (g = 980.6199 gals.).
 LH0617
 LH0617.The modeled gravity was interpolated from observed gravity values.
 LH0617
 LH0617;                    North         East    Units  Estimated Accuracy
 LH0617;SPC NE       -   125,390.4     565,869.4     MT  (+/- 3 meters HH1 GPS) 
 LH0617
 LH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8171134341(NAD 83)
 LH0617
 LH0617                          SUPERSEDED SURVEY CONTROL
 LH0617
 LH0617  NGVD 29 (??/??/92)  664.207  (m)         2179.15   (f) ADJ UNCH    2 0
 LH0617
 LH0617.Superseded values are not recommended for survey control.
 LH0617
 LH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0617.See file dsdata.pdf to determine how the superseded data were derived.
 LH0617
 LH0617_MARKER: DB = BENCH MARK DISK
 LH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0617_STAMPING: P 293 1949
 LH0617_MARK LOGO: CGS
 LH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0617+STABILITY: SURFACE MOTION
 LH0617
 LH0617  HISTORY     - Date     Condition        Report By
 LH0617  HISTORY     - 1949     MONUMENTED       CGS
 LH0617
 LH0617                          STATION DESCRIPTION
 LH0617
 LH0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0617'9.2 MI W FROM PLEASANTON.
 LH0617'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0617'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 8.5 MILES WEST ALONG
 LH0617'A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 35, T. 12 N.,
 LH0617'R. 17 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0617'92 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 67 FEET
 LH0617'NORTHWEST OF THE CENTER LINE OF THE SOUTH END OF A PIPE CULVERT,
 LH0617'57 FEET WEST OF A CORNER FENCE POST, 34 FEET NORTH OF THE CENTER
 LH0617'LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF A FENCE, 2.5 FEET
 LH0617'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0617'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0617'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE EAST OF
 LH0617'BENCH MARK N 293.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0627 ***********************************************************************
 LH0627  DESIGNATION -  P 294
 LH0627  PID         -  LH0627
 LH0627  STATE/COUNTY-  NE/BUFFALO
 LH0627  COUNTRY     -  US
 LH0627  USGS QUAD   -  AMHERST (2017)
 LH0627
 LH0627                         *CURRENT SURVEY CONTROL
 LH0627  ______________________________________________________________________
 LH0627* NAD 83(1986) POSITION- 40 51 32.     (N) 099 15 15.     (W)   SCALED
 LH0627* NAVD 88 ORTHO HEIGHT -   710.848 (meters)     2332.17  (feet) ADJUSTED
 LH0627  ______________________________________________________________________
 LH0627  GEOID HEIGHT    -        -24.097 (meters)                     GEOID18
 LH0627  DYNAMIC HEIGHT  -        710.444 (meters)     2330.85  (feet) COMP
 LH0627  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 LH0627
 LH0627  VERT ORDER      -  SECOND    CLASS 0
 LH0627
 LH0627.The horizontal coordinates were scaled from a map and have
 LH0627.an estimated accuracy of +/- 6 seconds.
 LH0627
 LH0627.The orthometric height was determined by differential leveling and
 LH0627.adjusted by the NATIONAL GEODETIC SURVEY
 LH0627.in June 1991.
 LH0627
 LH0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0627.GEOID18 height accuracy estimate available here.
 LH0627
 LH0627.Click photographs - Photos may exist for this station.
 LH0627
 LH0627.The dynamic height is computed by dividing the NAVD 88
 LH0627.geopotential number by the normal gravity value computed on the
 LH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0627.degrees latitude (g = 980.6199 gals.).
 LH0627
 LH0627.The modeled gravity was interpolated from observed gravity values.
 LH0627
 LH0627;                    North         East    Units  Estimated Accuracy
 LH0627;SPC NE       -   114,140.      562,870.      MT  (+/- 180 meters Scaled)
 LH0627
 LH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785231(NAD 83)
 LH0627
 LH0627                          SUPERSEDED SURVEY CONTROL
 LH0627
 LH0627  NGVD 29 (??/??/92)  710.590  (m)         2331.33   (f) ADJ UNCH    2 0
 LH0627
 LH0627.Superseded values are not recommended for survey control.
 LH0627
 LH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0627.See file dsdata.pdf to determine how the superseded data were derived.
 LH0627
 LH0627_MARKER: DB = BENCH MARK DISK
 LH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0627_STAMPING: P 294 1949
 LH0627_MARK LOGO: CGS
 LH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0627+STABILITY: SURFACE MOTION
 LH0627
 LH0627  HISTORY     - Date     Condition        Report By
 LH0627  HISTORY     - 1949     MONUMENTED       CGS
 LH0627
 LH0627                          STATION DESCRIPTION
 LH0627
 LH0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0627'1.9 MI N FROM AMHERST.
 LH0627'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0627'AMHERST, AT THE SOUTHWEST CORNER OF SECTION 3, T. 10 N.,
 LH0627'R. 17 W., AT A T-JUNCTION OF ROADS, 227 FEET EAST OF THE CENTER
 LH0627'LINE OF THE NORTH-SOUTH ROAD, 175 FEET EAST OF A CORNER FENCE
 LH0627'POST, 29 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD LEADING
 LH0627'EAST, 1.2 FEET SOUTH OF A FENCE, 1.1 FEET WEST OF A REFERENCE
 LH0627'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0627'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0640 ***********************************************************************
 LH0640  DESIGNATION -  P 295
 LH0640  PID         -  LH0640
 LH0640  STATE/COUNTY-  NE/BUFFALO
 LH0640  COUNTRY     -  US
 LH0640  USGS QUAD   -  RIVERDALE (2017)
 LH0640
 LH0640                         *CURRENT SURVEY CONTROL
 LH0640  ______________________________________________________________________
 LH0640* NAD 83(1986) POSITION- 40 46 56.     (N) 099 09 34.     (W)   SCALED
 LH0640* NAVD 88 ORTHO HEIGHT -   664.881 (meters)     2181.36  (feet) ADJUSTED
 LH0640  ______________________________________________________________________
 LH0640  GEOID HEIGHT    -        -24.229 (meters)                     GEOID18
 LH0640  DYNAMIC HEIGHT  -        664.506 (meters)     2180.13  (feet) COMP
 LH0640  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 LH0640
 LH0640  VERT ORDER      -  SECOND    CLASS 0
 LH0640
 LH0640.The horizontal coordinates were scaled from a map and have
 LH0640.an estimated accuracy of +/- 6 seconds.
 LH0640
 LH0640.The orthometric height was determined by differential leveling and
 LH0640.adjusted by the NATIONAL GEODETIC SURVEY
 LH0640.in June 1991.
 LH0640
 LH0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0640.GEOID18 height accuracy estimate available here.
 LH0640
 LH0640.Click photographs - Photos may exist for this station.
 LH0640
 LH0640.The dynamic height is computed by dividing the NAVD 88
 LH0640.geopotential number by the normal gravity value computed on the
 LH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0640.degrees latitude (g = 980.6199 gals.).
 LH0640
 LH0640.The modeled gravity was interpolated from observed gravity values.
 LH0640
 LH0640;                    North         East    Units  Estimated Accuracy
 LH0640;SPC NE       -   105,700.      570,930.      MT  (+/- 180 meters Scaled)
 LH0640
 LH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML865145(NAD 83)
 LH0640
 LH0640                          SUPERSEDED SURVEY CONTROL
 LH0640
 LH0640  NGVD 29 (??/??/92)  664.632  (m)         2180.55   (f) ADJ UNCH    2 0
 LH0640
 LH0640.Superseded values are not recommended for survey control.
 LH0640
 LH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0640.See file dsdata.pdf to determine how the superseded data were derived.
 LH0640
 LH0640_MARKER: DB = BENCH MARK DISK
 LH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0640_STAMPING: P 295 1949
 LH0640_MARK LOGO: CGS
 LH0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0640+STABILITY: SURFACE MOTION
 LH0640
 LH0640  HISTORY     - Date     Condition        Report By
 LH0640  HISTORY     - 1949     MONUMENTED       CGS
 LH0640
 LH0640                          STATION DESCRIPTION
 LH0640
 LH0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0640'AT RIVERDALE.
 LH0640'AT RIVERDALE, AT THE SOUTHEAST EDGE OF THE TOWN, ABOUT 400 FEET
 LH0640'SOUTH OF THE PUBLIC SCHOOL, 39 FEET NORTHEAST OF THE CENTER
 LH0640'LINE OF STATE HIGHWAY NO. 40, 33 FEET EAST OF THE CENTER LINE
 LH0640'OF A NORTH-SOUTH ROAD, 4 FEET SOUTHEAST OF A POWER LINE GUY
 LH0640'POLE, 1.9 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0640'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0640'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0641 ***********************************************************************
 LH0641  DESIGNATION -  P 295 RESET
 LH0641  PID         -  LH0641
 LH0641  STATE/COUNTY-  NE/BUFFALO
 LH0641  COUNTRY     -  US
 LH0641  USGS QUAD   -  RIVERDALE (2017)
 LH0641
 LH0641                         *CURRENT SURVEY CONTROL
 LH0641  ______________________________________________________________________
 LH0641* NAD 83(1986) POSITION- 40 46 55.19   (N) 099 09 35.69   (W)   HD_HELD1
 LH0641* NAVD 88 ORTHO HEIGHT -   664.58  (meters)     2180.4   (feet) RESET
 LH0641  ______________________________________________________________________
 LH0641  GEOID HEIGHT    -        -24.229 (meters)                     GEOID18
 LH0641  VERT ORDER      -  THIRD
 LH0641
 LH0641.The horizontal coordinates were determined by differentially corrected
 LH0641.hand held GPS observations or other comparable positioning techniques
 LH0641.and have an estimated accuracy of +/- 3 meters.
 LH0641
 LH0641.The orthometric height was computed from unverified reset data.
 LH0641
 LH0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0641.GEOID18 height accuracy estimate available here.
 LH0641
 LH0641.Click photographs - Photos may exist for this station.
 LH0641
 LH0641;                    North         East    Units  Estimated Accuracy
 LH0641;SPC NE       -   105,672.6     570,893.5     MT  (+/- 3 meters HH1 GPS) 
 LH0641
 LH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8650614569(NAD 83)
 LH0641
 LH0641                          SUPERSEDED SURVEY CONTROL
 LH0641
 LH0641  NGVD 29 (??/??/??)  664.33   (m)         2179.6    (f) RESET       3  
 LH0641
 LH0641.Superseded values are not recommended for survey control.
 LH0641
 LH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0641.See file dsdata.pdf to determine how the superseded data were derived.
 LH0641
 LH0641_MARKER: DB = BENCH MARK DISK
 LH0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0641_STAMPING: P 295 RESET 1958
 LH0641_MARK LOGO: CGS
 LH0641_PROJECTION: RECESSED 9 CENTIMETERS
 LH0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0641+STABILITY: SURFACE MOTION
 LH0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0641+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2021
 LH0641
 LH0641  HISTORY     - Date     Condition        Report By
 LH0641  HISTORY     - 1958     MONUMENTED       NEDR
 LH0641  HISTORY     - 1962     GOOD             CGS
 LH0641  HISTORY     - 1984     GOOD             LOCSUR
 LH0641  HISTORY     - 19930726 GOOD             NGS
 LH0641  HISTORY     - 20210511 GOOD             NEGS
 LH0641
 LH0641                          STATION DESCRIPTION
 LH0641
 LH0641'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 LH0641'AT RIVERDALE.
 LH0641'AT RIVERDALE, AT THE SOUTHEAST EDGE OF TOWN, BETWEEN STATE
 LH0641'HIGHWAY 40 AND THE UNION PACIFIC RAILROAD TRACKS, ABOUT 470 FEET
 LH0641'SOUTH OF THE PUBLIC SCHOOL, 65 FEET WEST OF THE CENTERLINE OF
 LH0641'A NORTH-SOUTH ROAD, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LH0641'HIGHWAY, 47.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0641'TRACK, 43 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 LH0641'HEADWALL OF A CULVERT, 25.5 FEET EAST OF A TELEPHONE POLE, 52.5
 LH0641'FEET NORTHWEST OF A POWER POLE, 154 FEET SOUTH OF THE SOUTHWEST
 LH0641'CORNER OF A HOUSE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0641'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE GROUND.
 LH0641
 LH0641                          STATION RECOVERY (1962)
 LH0641
 LH0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LH0641'RECOVERED IN GOOD CONDITION.
 LH0641
 LH0641                          STATION RECOVERY (1984)
 LH0641
 LH0641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0641'RECOVERED IN GOOD CONDITION.
 LH0641
 LH0641                          STATION RECOVERY (1993)
 LH0641
 LH0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0641'RECOVERED AS DESCRIBED.
 LH0641
 LH0641                          STATION RECOVERY (2021)
 LH0641
 LH0641'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LH0641'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE JUNCTION OF NE.
 LH0641'HIGHWAY 40 AND COTTONMILL AVENUE.  AT RIVERDALE, NE. THE MARK IS 60.0
 LH0641'FT (18.3 M) WEST OF THE CENTERLINE OF COTTONMILL AVENUE, 40.0 FT (12.2
 LH0641'M) SOUTHWEST OF THE CENTERLINE OF NE. HIGHWAY 40 AT MILE POST 81.60
 LH0641'AND 1.0 FT (0.3 M) NORTHEAST OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0131 ***********************************************************************
 LG0131  DESIGNATION -  P 296
 LG0131  PID         -  LG0131
 LG0131  STATE/COUNTY-  NE/CASS
 LG0131  COUNTRY     -  US
 LG0131  USGS QUAD   -  MANLEY (2017)
 LG0131
 LG0131                         *CURRENT SURVEY CONTROL
 LG0131  ______________________________________________________________________
 LG0131* NAD 83(1986) POSITION- 40 59 58.     (N) 096 09 39.     (W)   SCALED
 LG0131* NAVD 88 ORTHO HEIGHT -   318.078 (meters)     1043.56  (feet) ADJUSTED
 LG0131  ______________________________________________________________________
 LG0131  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 LG0131  DYNAMIC HEIGHT  -        317.947 (meters)     1043.13  (feet) COMP
 LG0131  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 LG0131
 LG0131  VERT ORDER      -  SECOND    CLASS 0
 LG0131
 LG0131.The horizontal coordinates were scaled from a map and have
 LG0131.an estimated accuracy of +/- 6 seconds.
 LG0131
 LG0131.The orthometric height was determined by differential leveling and
 LG0131.adjusted by the NATIONAL GEODETIC SURVEY
 LG0131.in June 1991.
 LG0131
 LG0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0131.GEOID18 height accuracy estimate available here.
 LG0131
 LG0131.Click photographs - Photos may exist for this station.
 LG0131
 LG0131.The dynamic height is computed by dividing the NAVD 88
 LG0131.geopotential number by the normal gravity value computed on the
 LG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0131.degrees latitude (g = 980.6199 gals.).
 LG0131
 LG0131.The modeled gravity was interpolated from observed gravity values.
 LG0131
 LG0131;                    North         East    Units  Estimated Accuracy
 LG0131;SPC NE       -   136,640.      822,810.      MT  (+/- 180 meters Scaled)
 LG0131
 LG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL387425(NAD 83)
 LG0131
 LG0131                          SUPERSEDED SURVEY CONTROL
 LG0131
 LG0131  NGVD 29 (??/??/92)  317.980  (m)         1043.24   (f) ADJ UNCH    2 0
 LG0131
 LG0131.Superseded values are not recommended for survey control.
 LG0131
 LG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0131.See file dsdata.pdf to determine how the superseded data were derived.
 LG0131
 LG0131_MARKER: DB = BENCH MARK DISK
 LG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0131_STAMPING: P 296 1949
 LG0131_MARK LOGO: CGS
 LG0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0131+STABILITY: SURFACE MOTION
 LG0131
 LG0131  HISTORY     - Date     Condition        Report By
 LG0131  HISTORY     - 1949     MONUMENTED       CGS
 LG0131  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0131
 LG0131                          STATION DESCRIPTION
 LG0131
 LG0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0131'AT LOUISVILLE.
 LG0131'AT LOUISVILLE, AT THE MISSOURI PACIFIC RAILWAY STATION, 71 FEET
 LG0131'SOUTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY 50, 13 FEET
 LG0131'EAST OF THE EAST RAIL OF THE MAIN TRACK, 1.8 FEET NORTHEAST OF
 LG0131'THE NORTHWEST CORNER OF THE STATION, SET IN THE TOP OF A 5-FOOT
 LG0131'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LG0131'NOTE-- STATION WAS REBUILT IN 1953 ACCORDING TO STATION AGENT,
 LG0131'DESCRIPTION PLACES BENCH MARK UNDER PLATFORM ON NORTH END OF
 LG0131'BUILDING.
 LG0131
 LG0131                          STATION RECOVERY (1964)
 LG0131
 LG0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0751 ***********************************************************************
 MK0751  DESIGNATION -  P 297
 MK0751  PID         -  MK0751
 MK0751  STATE/COUNTY-  NE/SAUNDERS
 MK0751  COUNTRY     -  US
 MK0751  USGS QUAD   -  ASHLAND WEST (2017)
 MK0751
 MK0751                         *CURRENT SURVEY CONTROL
 MK0751  ______________________________________________________________________
 MK0751* NAD 83(1986) POSITION- 41 05 22.2    (N) 096 23 13.5    (W)   HD_HELD2
 MK0751* NAVD 88 ORTHO HEIGHT -   342.807 (meters)     1124.69  (feet) ADJUSTED
 MK0751  ______________________________________________________________________
 MK0751  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 MK0751  DYNAMIC HEIGHT  -        342.665 (meters)     1124.23  (feet) COMP
 MK0751  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 MK0751
 MK0751  VERT ORDER      -  SECOND    CLASS 0
 MK0751
 MK0751.The horizontal coordinates were established by autonomous hand held GPS
 MK0751.observations and have an estimated accuracy of +/- 10 meters.
 MK0751
 MK0751.The orthometric height was determined by differential leveling and
 MK0751.adjusted by the NATIONAL GEODETIC SURVEY
 MK0751.in June 1991.
 MK0751
 MK0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0751.GEOID18 height accuracy estimate available here.
 MK0751
 MK0751.Click photographs - Photos may exist for this station.
 MK0751
 MK0751.The dynamic height is computed by dividing the NAVD 88
 MK0751.geopotential number by the normal gravity value computed on the
 MK0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0751.degrees latitude (g = 980.6199 gals.).
 MK0751
 MK0751.The modeled gravity was interpolated from observed gravity values.
 MK0751
 MK0751;                    North         East    Units  Estimated Accuracy
 MK0751;SPC NE       -   145,807.      803,378.      MT  (+/- 10 meters HH2 GPS)
 MK0751
 MK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1946351982(NAD 83)
 MK0751
 MK0751                          SUPERSEDED SURVEY CONTROL
 MK0751
 MK0751  NGVD 29 (??/??/92)  342.698  (m)         1124.34   (f) ADJ UNCH    2 0
 MK0751
 MK0751.Superseded values are not recommended for survey control.
 MK0751
 MK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0751.See file dsdata.pdf to determine how the superseded data were derived.
 MK0751
 MK0751_MARKER: DB = BENCH MARK DISK
 MK0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0751_STAMPING: P 297 1950
 MK0751_MARK LOGO: CGS
 MK0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0751+STABILITY: SURFACE MOTION
 MK0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0751+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 MK0751
 MK0751  HISTORY     - Date     Condition        Report By
 MK0751  HISTORY     - 1950     MONUMENTED       CGS
 MK0751  HISTORY     - 1984     GOOD             LOCSUR
 MK0751  HISTORY     - 20090219 GOOD             NEDR
 MK0751  HISTORY     - 20121113 GOOD             THOMDD
 MK0751
 MK0751                          STATION DESCRIPTION
 MK0751
 MK0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0751'2.8 MI E FROM MEMPHIS.
 MK0751'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0751'THENCE 2.5 MILES EAST ALONG STATE HIGHWAY 63, AT A ROAD
 MK0751'INTERSECTION, NEAR THE NORTHWEST CORNER OF A SCHOOL YARD, 296
 MK0751'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 185 FEET NORTH
 MK0751'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 71 FEET EAST
 MK0751'OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.7 FEET SOUTH
 MK0751'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0751'0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH
 MK0751'MARK Q 297.
 MK0751
 MK0751                          STATION RECOVERY (1984)
 MK0751
 MK0751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0751'RECOVERED IN GOOD CONDITION.
 MK0751
 MK0751                          STATION RECOVERY (2009)
 MK0751
 MK0751'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0751'STATION RECOVERY (2009)
 MK0751'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78C, AT
 MK0751'MEMPHIS, NE., PROCEED SOUTH ON STATE HIGHWAY 66 FOR 2.40 MILES TO
 MK0751'COUNTY ROAD 5. TURN LEFT (NORTH) AND PROCEED ON COUNTY ROAD 5 FOR 0.05
 MK0751'MILE TO BENCH MARK ON RIGHT (EAST) IN FENCE LINE.
 MK0751'MARK IS 296 FEET NORTH OF THE CENTERLINE OF HIGHWAY 66, 71 FEET EAST
 MK0751'OF THE CENTERLINE OF COUNTY ROAD 5, 170 FEET SOUTH OF THE CENTERLINE
 MK0751'OF A DRIVE TO A RADIO TOWER, 185 FEET NORTH OF THE NORTHWEST CORNER OF
 MK0751'A HANDYMAN BUISNESS(OLD SCHOOL HOUSE), 1.7 FEET SOUTH OF A FENCE,
 MK0751'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 MK0751'GROUND.
 MK0751'
 MK0751
 MK0751                          STATION RECOVERY (2012)
 MK0751
 MK0751'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2012 (MTC)
 MK0751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0765 ***********************************************************************
 MK0765  DESIGNATION -  P 298
 MK0765  PID         -  MK0765
 MK0765  STATE/COUNTY-  NE/SAUNDERS
 MK0765  COUNTRY     -  US
 MK0765  USGS QUAD   -  MEAD (2017)
 MK0765
 MK0765                         *CURRENT SURVEY CONTROL
 MK0765  ______________________________________________________________________
 MK0765* NAD 83(1986) POSITION- 41 07 55.4    (N) 096 26 41.6    (W)   HD_HELD2
 MK0765* NAVD 88 ORTHO HEIGHT -   350.318 (meters)     1149.34  (feet) ADJUSTED
 MK0765  ______________________________________________________________________
 MK0765  GEOID HEIGHT    -        -26.617 (meters)                     GEOID18
 MK0765  DYNAMIC HEIGHT  -        350.168 (meters)     1148.84  (feet) COMP
 MK0765  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 MK0765
 MK0765  VERT ORDER      -  SECOND    CLASS 0
 MK0765
 MK0765.The horizontal coordinates were established by autonomous hand held GPS
 MK0765.observations and have an estimated accuracy of +/- 10 meters.
 MK0765
 MK0765.The orthometric height was determined by differential leveling and
 MK0765.adjusted by the NATIONAL GEODETIC SURVEY
 MK0765.in June 1991.
 MK0765
 MK0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0765.GEOID18 height accuracy estimate available here.
 MK0765
 MK0765.Click photographs - Photos may exist for this station.
 MK0765
 MK0765.The dynamic height is computed by dividing the NAVD 88
 MK0765.geopotential number by the normal gravity value computed on the
 MK0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0765.degrees latitude (g = 980.6199 gals.).
 MK0765
 MK0765.The modeled gravity was interpolated from observed gravity values.
 MK0765
 MK0765;                    North         East    Units  Estimated Accuracy
 MK0765;SPC NE       -   150,326.      798,332.      MT  (+/- 10 meters HH2 GPS)
 MK0765
 MK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1446856563(NAD 83)
 MK0765
 MK0765                          SUPERSEDED SURVEY CONTROL
 MK0765
 MK0765  NGVD 29 (??/??/92)  350.199  (m)         1148.94   (f) ADJ UNCH    2 0
 MK0765
 MK0765.Superseded values are not recommended for survey control.
 MK0765
 MK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0765.See file dsdata.pdf to determine how the superseded data were derived.
 MK0765
 MK0765_MARKER: DB = BENCH MARK DISK
 MK0765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0765_SP_SET: CULVERT HEADWALL
 MK0765_STAMPING: P 298 1950
 MK0765_MARK LOGO: CGS
 MK0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0765+STABILITY: SURFACE MOTION
 MK0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0765+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2009
 MK0765
 MK0765  HISTORY     - Date     Condition        Report By
 MK0765  HISTORY     - 1950     MONUMENTED       CGS
 MK0765  HISTORY     - 20090219 GOOD             NEDR
 MK0765
 MK0765                          STATION DESCRIPTION
 MK0765
 MK0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0765'3.8 MI N FROM MEMPHIS.
 MK0765'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0765'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 63, AT A T ROAD
 MK0765'JUNCTION, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19
 MK0765'FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 1.5 FEET
 MK0765'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF THE SOUTH END
 MK0765'OF THE EAST HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT, 1 FOOT
 MK0765'NORTH OF THE SOUTH END OF THE HEADWALL.
 MK0765
 MK0765                          STATION RECOVERY (2009)
 MK0765
 MK0765'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0765'STATION RECOVERY (2009)
 MK0765'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78C, AT
 MK0765'MEMPHIS, NE., PROCEED NORTH ON STATE HIGHWAY 66 FOR 2.50 MILES TO
 MK0765'COUNTY ROAD F. TURN LEFT (WEST) AND PROCEED ON COUNTY ROAD F FOR 1.00
 MK0765'MILE TO A T ROAD (COUNTY ROAD 8) AND THE BENCH MARK IN THE SOUTHEAST
 MK0765'QUADRANT OF THE INTERSECTION.
 MK0765'THE MARK IS 49 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD F, 19 FEET
 MK0765'WEST OF THE CENTERLINE OF COUNTY ROAD 8, SET IN THE TOP OF THE SOUTH
 MK0765'END OF THE EAST HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT, 1 FOOT
 MK0765'NORTH OF THE SOUTH END OF THE HEADWALL.
 MK0765'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0718 ***********************************************************************
 MK0718  DESIGNATION -  P 299
 MK0718  PID         -  MK0718
 MK0718  STATE/COUNTY-  NE/SAUNDERS
 MK0718  COUNTRY     -  US
 MK0718  USGS QUAD   -  MEAD (2017)
 MK0718
 MK0718                         *CURRENT SURVEY CONTROL
 MK0718  ______________________________________________________________________
 MK0718* NAD 83(1986) POSITION- 41 14 43.95   (N) 096 24 05.23   (W)   HD_HELD1
 MK0718* NAVD 88 ORTHO HEIGHT -   370.685 (meters)     1216.16  (feet) ADJUSTED
 MK0718  ______________________________________________________________________
 MK0718  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 MK0718  DYNAMIC HEIGHT  -        370.513 (meters)     1215.59  (feet) COMP
 MK0718  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 MK0718
 MK0718  VERT ORDER      -  SECOND    CLASS 0
 MK0718
 MK0718.The horizontal coordinates were determined by differentially corrected
 MK0718.hand held GPS observations or other comparable positioning techniques
 MK0718.and have an estimated accuracy of +/- 3 meters.
 MK0718
 MK0718.The orthometric height was determined by differential leveling and
 MK0718.adjusted by the NATIONAL GEODETIC SURVEY
 MK0718.in June 1991.
 MK0718
 MK0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0718.GEOID18 height accuracy estimate available here.
 MK0718
 MK0718.Click photographs - Photos may exist for this station.
 MK0718
 MK0718.The dynamic height is computed by dividing the NAVD 88
 MK0718.geopotential number by the normal gravity value computed on the
 MK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0718.degrees latitude (g = 980.6199 gals.).
 MK0718
 MK0718.The modeled gravity was interpolated from observed gravity values.
 MK0718
 MK0718;                    North         East    Units  Estimated Accuracy
 MK0718;SPC NE       -   163,065.5     801,451.1     MT  (+/- 3 meters HH1 GPS) 
 MK0718
 MK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1773869271(NAD 83)
 MK0718
 MK0718                          SUPERSEDED SURVEY CONTROL
 MK0718
 MK0718  NGVD 29 (??/??/92)  370.547  (m)         1215.70   (f) ADJ UNCH    2 0
 MK0718
 MK0718.Superseded values are not recommended for survey control.
 MK0718
 MK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0718.See file dsdata.pdf to determine how the superseded data were derived.
 MK0718
 MK0718_MARKER: DB = BENCH MARK DISK
 MK0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0718_SP_SET: TOWER BASE
 MK0718_STAMPING: P 299 1950
 MK0718_MARK LOGO: CGS
 MK0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0718
 MK0718  HISTORY     - Date     Condition        Report By
 MK0718  HISTORY     - 1950     MONUMENTED       CGS
 MK0718
 MK0718                          STATION DESCRIPTION
 MK0718
 MK0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0718'AT YUTAN.
 MK0718'AT YUTAN, SET IN THE TOP OF THE SOUTH CORNER OF THE BASE OF THE
 MK0718'SOUTHWEST LEG OF THE WATER TOWER, 101 FEET WEST OF THE CENTER
 MK0718'LINE OF A STREET LEADING SOUTH, 84 FEET SOUTH OF THE EXTENDED
 MK0718'CENTER LINE OF A STREET LEADING EAST, 74 FEET SOUTH OF THE
 MK0718'SOUTHWEST CORNER OF THE PUMP HOUSE, ABOUT 0.5 FOOT ABOVE THE
 MK0718'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0323 ***********************************************************************
 NO0323  DESIGNATION -  P 3
 NO0323  PID         -  NO0323
 NO0323  STATE/COUNTY-  NE/CHERRY
 NO0323  COUNTRY     -  US
 NO0323  USGS QUAD   -  TRUMBULL LAKE (2017)
 NO0323
 NO0323                         *CURRENT SURVEY CONTROL
 NO0323  ______________________________________________________________________
 NO0323* NAD 83(1986) POSITION- 42 54 22.     (N) 101 48 33.     (W)   SCALED
 NO0323* NAVD 88 ORTHO HEIGHT -  1015.880 (meters)     3332.93  (feet) POSTED
 NO0323  ______________________________________________________________________
 NO0323  GEOID HEIGHT    -        -19.190 (meters)                     GEOID18
 NO0323  DYNAMIC HEIGHT  -       1015.42  (meters)     3331.4   (feet) COMP
 NO0323  MODELED GRAVITY -    980,135.7   (mgal)                       NAVD 88
 NO0323
 NO0323  VERT ORDER      -  * POSTED, SEE BELOW
 NO0323
 NO0323.The horizontal coordinates were scaled from a map and have
 NO0323.an estimated accuracy of +/- 6 seconds.
 NO0323
 NO0323.The orthometric height was determined by differential leveling
 NO0323.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NO0323
 NO0323.* This is a POSTED BENCH MARK height.
 NO0323
 NO0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0323.GEOID18 height accuracy estimate available here.
 NO0323
 NO0323.Click photographs - Photos may exist for this station.
 NO0323
 NO0323.The dynamic height is computed by dividing the NAVD 88
 NO0323.geopotential number by the normal gravity value computed on the
 NO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0323.degrees latitude (g = 980.6199 gals.).
 NO0323
 NO0323.The modeled gravity was interpolated from observed gravity values.
 NO0323
 NO0323;                    North         East    Units  Estimated Accuracy
 NO0323;SPC NE       -   342,740.      352,270.      MT  (+/- 180 meters Scaled)
 NO0323
 NO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN706542(NAD 83)
 NO0323
 NO0323                          SUPERSEDED SURVEY CONTROL
 NO0323
 NO0323.No superseded survey control is available for this station.
 NO0323
 NO0323_MARKER: B = BOLT
 NO0323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0323_SP_SET: CULVERT HEADWALL
 NO0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0323+STABILITY: SURFACE MOTION
 NO0323
 NO0323  HISTORY     - Date     Condition        Report By
 NO0323  HISTORY     - 1901     MONUMENTED       CGS
 NO0323  HISTORY     - 1957     GOOD             CGS
 NO0323
 NO0323                          STATION DESCRIPTION
 NO0323
 NO0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0323'6 MI W FROM MERRIMAN.
 NO0323'6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NO0323'THE STATION AT MERRIMAN, CHERRY COUNTY, AT A STONE CULVERT, IN
 NO0323'THE TOP OF THE COPING STONE PARALLEL TO THE TRACK, 21 INCHES
 NO0323'FROM THE WEST END, 10 INCHES FROM THE NORTH EDGE, AND 12 FEET
 NO0323'NORTH OF THE NORTH RAIL.  A COPPER BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0549 ***********************************************************************
 MK0549  DESIGNATION -  P 301
 MK0549  PID         -  MK0549
 MK0549  STATE/COUNTY-  NE/SARPY
 MK0549  COUNTRY     -  US
 MK0549  USGS QUAD   -  RALSTON (2017)
 MK0549
 MK0549                         *CURRENT SURVEY CONTROL
 MK0549  ______________________________________________________________________
 MK0549* NAD 83(1986) POSITION- 41 10 29.     (N) 096 04 48.     (W)   SCALED
 MK0549* NAVD 88 ORTHO HEIGHT -   313.261 (meters)     1027.76  (feet) ADJUSTED
 MK0549  ______________________________________________________________________
 MK0549  GEOID HEIGHT    -        -27.039 (meters)                     GEOID18
 MK0549  DYNAMIC HEIGHT  -        313.131 (meters)     1027.33  (feet) COMP
 MK0549  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 MK0549
 MK0549  VERT ORDER      -  SECOND    CLASS 0
 MK0549
 MK0549.The horizontal coordinates were scaled from a map and have
 MK0549.an estimated accuracy of +/- 6 seconds.
 MK0549
 MK0549.The orthometric height was determined by differential leveling and
 MK0549.adjusted by the NATIONAL GEODETIC SURVEY
 MK0549.in June 1991.
 MK0549
 MK0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0549.GEOID18 height accuracy estimate available here.
 MK0549
 MK0549.Click photographs - Photos may exist for this station.
 MK0549
 MK0549.The dynamic height is computed by dividing the NAVD 88
 MK0549.geopotential number by the normal gravity value computed on the
 MK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0549.degrees latitude (g = 980.6199 gals.).
 MK0549
 MK0549.The modeled gravity was interpolated from observed gravity values.
 MK0549
 MK0549;                    North         East    Units  Estimated Accuracy
 MK0549;SPC NE       -   156,380.      828,720.      MT  (+/- 180 meters Scaled)
 MK0549
 MK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL449622(NAD 83)
 MK0549
 MK0549                          SUPERSEDED SURVEY CONTROL
 MK0549
 MK0549  NGVD 29 (??/??/92)  313.149  (m)         1027.39   (f) ADJ UNCH    2 0
 MK0549
 MK0549.Superseded values are not recommended for survey control.
 MK0549
 MK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0549.See file dsdata.pdf to determine how the superseded data were derived.
 MK0549
 MK0549_MARKER: DB = BENCH MARK DISK
 MK0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0549_SP_SET: TRESTLE
 MK0549_STAMPING: P 301 1950
 MK0549_MARK LOGO: CGS
 MK0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0549
 MK0549  HISTORY     - Date     Condition        Report By
 MK0549  HISTORY     - 1950     MONUMENTED       CGS
 MK0549  HISTORY     - 1972     GOOD             LOCSUR
 MK0549  HISTORY     - 20180222 MARK NOT FOUND   THOMDD
 MK0549
 MK0549                          STATION DESCRIPTION
 MK0549
 MK0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0549'3 MI NW FROM PAPILLION.
 MK0549'3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0549'STATION AT PAPILLION, 165 FEET SOUTHEAST OF THE CROSSING OF THE
 MK0549'MISSOURI PACIFIC RAILROAD, 6 FEET NORTH OF THE NORTH RAIL, 3
 MK0549'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 MK0549'END OF THE NORTHWEST CONCRETE BASE OF RAILROAD TRESTLE 19.17.
 MK0549
 MK0549                          STATION RECOVERY (1972)
 MK0549
 MK0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MK0549'RECOVERED IN GOOD CONDITION.
 MK0549
 MK0549                          STATION RECOVERY (2018)
 MK0549
 MK0549'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2018 (MTC)
 MK0549'THE MARK HAS BEEN DESTROYED DUE TO CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1033 ***********************************************************************
 MK1033  DESIGNATION -  P 303
 MK1033  PID         -  MK1033
 MK1033  STATE/COUNTY-  NE/SAUNDERS
 MK1033  COUNTRY     -  US
 MK1033  USGS QUAD   -  COLON (2017)
 MK1033
 MK1033                         *CURRENT SURVEY CONTROL
 MK1033  ______________________________________________________________________
 MK1033* NAD 83(1986) POSITION- 41 16 43.08   (N) 096 30 07.14   (W)   HD_HELD1
 MK1033* NAVD 88 ORTHO HEIGHT -   395.269 (meters)     1296.81  (feet) ADJUSTED
 MK1033  ______________________________________________________________________
 MK1033  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 MK1033  DYNAMIC HEIGHT  -        395.079 (meters)     1296.19  (feet) COMP
 MK1033  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 MK1033
 MK1033  VERT ORDER      -  SECOND    CLASS 0
 MK1033
 MK1033.The horizontal coordinates were determined by differentially corrected
 MK1033.hand held GPS observations or other comparable positioning techniques
 MK1033.and have an estimated accuracy of +/- 3 meters.
 MK1033
 MK1033.The orthometric height was determined by differential leveling and
 MK1033.adjusted by the NATIONAL GEODETIC SURVEY
 MK1033.in June 1991.
 MK1033
 MK1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1033.GEOID18 height accuracy estimate available here.
 MK1033
 MK1033.Click photographs - Photos may exist for this station.
 MK1033
 MK1033.The dynamic height is computed by dividing the NAVD 88
 MK1033.geopotential number by the normal gravity value computed on the
 MK1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1033.degrees latitude (g = 980.6199 gals.).
 MK1033
 MK1033.The modeled gravity was interpolated from observed gravity values.
 MK1033
 MK1033;                    North         East    Units  Estimated Accuracy
 MK1033;SPC NE       -   166,390.8     792,885.7     MT  (+/- 3 meters HH1 GPS) 
 MK1033
 MK1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0920872698(NAD 83)
 MK1033
 MK1033                          SUPERSEDED SURVEY CONTROL
 MK1033
 MK1033  NGVD 29 (??/??/92)  395.118  (m)         1296.32   (f) ADJ UNCH    2 0
 MK1033
 MK1033.Superseded values are not recommended for survey control.
 MK1033
 MK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1033.See file dsdata.pdf to determine how the superseded data were derived.
 MK1033
 MK1033_MARKER: DB = BENCH MARK DISK
 MK1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1033_STAMPING: P 303 1950
 MK1033_MARK LOGO: CGS
 MK1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1033+STABILITY: SURFACE MOTION
 MK1033
 MK1033  HISTORY     - Date     Condition        Report By
 MK1033  HISTORY     - 1950     MONUMENTED       CGS
 MK1033
 MK1033                          STATION DESCRIPTION
 MK1033
 MK1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1033'3.8 MI N FROM MEAD.
 MK1033'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK1033'MEAD, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A, THENCE 3.0
 MK1033'MILES NORTH ALONG U.S. HIGHWAY 77, AT THE ROBERT WILLIAMS FARMHOUSE,
 MK1033'0.1 MILE EAST OF THE HIGHWAY, 123 FEET SOUTHWEST OF THE SOUTHWEST
 MK1033'CORNER OF THE HOUSE, 78 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 MK1033'A GARAGE, 38 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1033'37 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.4 FEET
 MK1033'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1033'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1039 ***********************************************************************
 MK1039  DESIGNATION -  P 304
 MK1039  PID         -  MK1039
 MK1039  STATE/COUNTY-  NE/SAUNDERS
 MK1039  COUNTRY     -  US
 MK1039  USGS QUAD   -  COLON (2017)
 MK1039
 MK1039                         *CURRENT SURVEY CONTROL
 MK1039  ______________________________________________________________________
 MK1039* NAD 83(1986) POSITION- 41 21 26.     (N) 096 30 04.     (W)   SCALED
 MK1039* NAVD 88 ORTHO HEIGHT -   401.711 (meters)     1317.95  (feet) ADJUSTED
 MK1039  ______________________________________________________________________
 MK1039  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 MK1039  DYNAMIC HEIGHT  -        401.524 (meters)     1317.33  (feet) COMP
 MK1039  MODELED GRAVITY -    980,146.1   (mgal)                       NAVD 88
 MK1039
 MK1039  VERT ORDER      -  SECOND    CLASS 0
 MK1039
 MK1039.The horizontal coordinates were scaled from a map and have
 MK1039.an estimated accuracy of +/- 6 seconds.
 MK1039
 MK1039.The orthometric height was determined by differential leveling and
 MK1039.adjusted by the NATIONAL GEODETIC SURVEY
 MK1039.in June 1991.
 MK1039
 MK1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1039.GEOID18 height accuracy estimate available here.
 MK1039
 MK1039.Click photographs - Photos may exist for this station.
 MK1039
 MK1039.The dynamic height is computed by dividing the NAVD 88
 MK1039.geopotential number by the normal gravity value computed on the
 MK1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1039.degrees latitude (g = 980.6199 gals.).
 MK1039
 MK1039.The modeled gravity was interpolated from observed gravity values.
 MK1039
 MK1039;                    North         East    Units  Estimated Accuracy
 MK1039;SPC NE       -   175,110.      792,610.      MT  (+/- 180 meters Scaled)
 MK1039
 MK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090814(NAD 83)
 MK1039
 MK1039                          SUPERSEDED SURVEY CONTROL
 MK1039
 MK1039  NGVD 29 (??/??/92)  401.561  (m)         1317.45   (f) ADJ UNCH    2 0
 MK1039
 MK1039.Superseded values are not recommended for survey control.
 MK1039
 MK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1039.See file dsdata.pdf to determine how the superseded data were derived.
 MK1039
 MK1039_MARKER: DB = BENCH MARK DISK
 MK1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1039_STAMPING: P 304 1950
 MK1039_MARK LOGO: CGS
 MK1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1039+STABILITY: SURFACE MOTION
 MK1039
 MK1039  HISTORY     - Date     Condition        Report By
 MK1039  HISTORY     - 1950     MONUMENTED       CGS
 MK1039
 MK1039                          STATION DESCRIPTION
 MK1039
 MK1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1039'5.5 MI S FROM FREMONT.
 MK1039'5.5 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE
 MK1039'AT FREMONT, 163 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1039'17 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 10
 MK1039'FEET NORTH OF A ROW OF PINE TREES, 6 FEET SOUTH OF A FENCE,
 MK1039'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1039'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0596 ***********************************************************************
 MK0596  DESIGNATION -  P 305 RESET
 MK0596  PID         -  MK0596
 MK0596  STATE/COUNTY-  NE/DOUGLAS
 MK0596  COUNTRY     -  US
 MK0596  USGS QUAD   -  ARLINGTON (2017)
 MK0596
 MK0596                         *CURRENT SURVEY CONTROL
 MK0596  ______________________________________________________________________
 MK0596* NAD 83(1986) POSITION- 41 22 44.     (N) 096 19 46.     (W)   SCALED
 MK0596* NAVD 88 ORTHO HEIGHT -   347.75  (meters)     1140.9   (feet) RESET
 MK0596  ______________________________________________________________________
 MK0596  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 MK0596  VERT ORDER      -  THIRD
 MK0596
 MK0596.The horizontal coordinates were scaled from a map and have
 MK0596.an estimated accuracy of +/- 6 seconds.
 MK0596
 MK0596.The orthometric height was computed from unverified reset data.
 MK0596
 MK0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0596.GEOID18 height accuracy estimate available here.
 MK0596
 MK0596.Click photographs - Photos may exist for this station.
 MK0596
 MK0596;                    North         East    Units  Estimated Accuracy
 MK0596;SPC NE       -   178,110.      806,850.      MT  (+/- 180 meters Scaled)
 MK0596
 MK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL233842(NAD 83)
 MK0596
 MK0596                          SUPERSEDED SURVEY CONTROL
 MK0596
 MK0596.No superseded survey control is available for this station.
 MK0596
 MK0596_MARKER: DB = BENCH MARK DISK
 MK0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0596_STAMPING: P 305 RESET 1970
 MK0596_MARK LOGO: CGS
 MK0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0596+STABILITY: SURFACE MOTION
 MK0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0596+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2011
 MK0596
 MK0596  HISTORY     - Date     Condition        Report By
 MK0596  HISTORY     - 1970     MONUMENTED       NGS
 MK0596  HISTORY     - 1976     GOOD             LOCSUR
 MK0596  HISTORY     - 20110117 GOOD             INDIV
 MK0596
 MK0596                          STATION DESCRIPTION
 MK0596
 MK0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK0596'3.8 MI NW FROM ELK CITY.
 MK0596'ABOUT 0.55 MILES NORTH ALONG A SURFACED ROAD FROM THE CITY
 MK0596'HALL AT ELK CITY, THENCE 3.25 MILES WEST ALONG STATE HIGHWAY
 MK0596'36, 98 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MK0596'A. ABRAHAM FARMHOUSE, 95 FEET NORTH OF THE CENTER OF STATE
 MK0596'HIGHWAY 36, 53 FEET WEST OF THE CENTER OF A DRIVEWAY, 4.5
 MK0596'FEET EAST OF A YARD FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 MK0596'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MK0596'4 INCHES.
 MK0596
 MK0596                          STATION RECOVERY (1976)
 MK0596
 MK0596'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0596'RECOVERED IN GOOD CONDITION.
 MK0596
 MK0596                          STATION RECOVERY (2011)
 MK0596
 MK0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0596'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0187 ***********************************************************************
 LH0187  DESIGNATION -  P 306
 LH0187  PID         -  LH0187
 LH0187  STATE/COUNTY-  NE/HALL
 LH0187  COUNTRY     -  US
 LH0187  USGS QUAD   -  GRAND ISLAND (2017)
 LH0187
 LH0187                         *CURRENT SURVEY CONTROL
 LH0187  ______________________________________________________________________
 LH0187* NAD 83(1995) POSITION- 40 57 35.90010(N) 098 20 03.48841(W)   ADJUSTED
 LH0187* NAD 83(1995) ELLIP HT-   539.783 (meters)        (06/27/02)   ADJUSTED
 LH0187* NAVD 88 ORTHO HEIGHT -   564.845 (meters)     1853.16  (feet) ADJUSTED
 LH0187  ______________________________________________________________________
 LH0187  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 LH0187  NAD 83(1995) X  -   -699,219.518 (meters)                     COMP
 LH0187  NAD 83(1995) Y  - -4,772,969.349 (meters)                     COMP
 LH0187  NAD 83(1995) Z  -  4,159,421.175 (meters)                     COMP
 LH0187  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 LH0187  DYNAMIC HEIGHT  -        564.548 (meters)     1852.19  (feet) COMP
 LH0187  MODELED GRAVITY -    980,081.3   (mgal)                       NAVD 88
 LH0187
 LH0187  HORZ ORDER      -  FIRST
 LH0187  VERT ORDER      -  SECOND    CLASS 0
 LH0187  ELLP ORDER      -  FOURTH    CLASS I
 LH0187
 LH0187.The horizontal coordinates were established by GPS observations
 LH0187.and adjusted by the National Geodetic Survey in August 1997.
 LH0187
 LH0187.The orthometric height was determined by differential leveling and
 LH0187.adjusted by the NATIONAL GEODETIC SURVEY
 LH0187.in June 1991.
 LH0187
 LH0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0187.GEOID18 height accuracy estimate available here.
 LH0187
 LH0187.Click photographs - Photos may exist for this station.
 LH0187
 LH0187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0187
 LH0187.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0187
 LH0187.The ellipsoidal height was determined by GPS observations
 LH0187.and is referenced to NAD 83.
 LH0187
 LH0187.The dynamic height is computed by dividing the NAVD 88
 LH0187.geopotential number by the normal gravity value computed on the
 LH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0187.degrees latitude (g = 980.6199 gals.).
 LH0187
 LH0187.The modeled gravity was interpolated from observed gravity values.
 LH0187
 LH0187. The following values were computed from the NAD 83(1995) position.
 LH0187
 LH0187;                    North         East     Units Scale Factor Converg.
 LH0187;SPC NE       -   126,437.395   640,178.305   MT  0.99970367   +1 06 13.9
 LH0187;SPC NE       -   414,820.02  2,100,318.32   sFT  0.99970367   +1 06 13.9
 LH0187;UTM  14      - 4,534,526.958   556,020.229   MT  0.99963862   +0 26 11.0
 LH0187
 LH0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0187!SPC NE       -   0.99991534  x   0.99970367  =   0.99961903
 LH0187!UTM  14      -   0.99991534  x   0.99963862  =   0.99955399
 LH0187
 LH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5602034526(NAD 83)
 LH0187
 LH0187                          SUPERSEDED SURVEY CONTROL
 LH0187
 LH0187  ELLIP H (08/18/97)  539.842  (m)                       GP(       ) 4 1
 LH0187  NAD 83(1986)-  40 57 35.90500(N)    098 20 03.49279(W) AD(       ) 1
 LH0187  NGVD 29 (??/??/92)  564.606  (m)         1852.38   (f) ADJ UNCH    2 0
 LH0187  NGVD 29 (02/23/90)  565.     (m)  RAPSU86  model used  GPS OBS        
 LH0187
 LH0187.Superseded values are not recommended for survey control.
 LH0187
 LH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0187.See file dsdata.pdf to determine how the superseded data were derived.
 LH0187
 LH0187_MARKER: DB = BENCH MARK DISK
 LH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0187_STAMPING: P 306 1950
 LH0187_MARK LOGO: CGS
 LH0187_PROJECTION: FLUSH
 LH0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0187+STABILITY: SURFACE MOTION
 LH0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0187+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2019
 LH0187
 LH0187  HISTORY     - Date     Condition        Report By
 LH0187  HISTORY     - 1950     MONUMENTED       CGS
 LH0187  HISTORY     - 19890403 GOOD             NGS
 LH0187  HISTORY     - 20060715 GOOD             JCLS
 LH0187  HISTORY     - 20100505 GOOD             JEOCON
 LH0187  HISTORY     - 20190806 GOOD             NE-109
 LH0187
 LH0187                          STATION DESCRIPTION
 LH0187
 LH0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0187'2.6 MI N FROM GRAND ISLAND.
 LH0187'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0187'STATION AT GRAND ISLAND, AT A ROAD CROSSING, ACROSS THE TRACK
 LH0187'FROM THE GRAND ISLAND RENDERING COMPANY PLANT, 50 FEET SOUTH
 LH0187'OF THE CENTER LINE OF A ROAD, 47 FEET WEST OF THE WEST RAIL OF
 LH0187'THE MAIN TRACK, 15.5 FEET SOUTH OF A FENCE CORNER, 10 FEET
 LH0187'NORTHWEST OF THE FIRST TELEPHONE POLE SOUTH OF THE ROAD CROSSING,
 LH0187'1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 LH0187'THE TOP OF A CONCRETE OST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LH0187'GROUND.
 LH0187
 LH0187                          STATION RECOVERY (1989)
 LH0187
 LH0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0187'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORT-NORTHEAST OF GRAND
 LH0187'ISLAND, 1.6 KM (1.00 MI) SOUTHWEST OF THE CENTRAL NEGRASKA REGIONAL
 LH0187'AIRPORT TERMINAL BUILDING, IN THE SOUTHWEST ANGLE OF A JUNCTION OF A
 LH0187'COUNTY ROAD AND A RAILROAD TRACK.  OWNERSHIP--UNION PACIFIC RAIROAD.
 LH0187'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH0187'U.S. HIGHWAY 281 (EXIT 312), LOCATED ON THE SOUTHWEST SIDE OF GRAND
 LH0187'ISLAND, GO NORTH ON U.S. HIGHWAY 281 FOR 10.78 KM (6.70 MI) TO AN
 LH0187'OVERPASS AND JUNCTION WITH U.S. HIGHWAY 30.  CONTINUE AHEAD FOR 7.24
 LH0187'KM (4.50 MI) TO A CROSSROAD WHERE HIGHWAY 281 TURNS LEFT, BEARING
 LH0187'NORTH.  CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.17 KM
 LH0187'(1.35 MI) TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 LH0187'THE STATION MARK IS SET 14.9 M (48.9 FT) SOUTH OF THE ROAD CENTER,
 LH0187'14.1 M (46.3 FT) WEST OF THE WEST RAIL OF THE TRACK, 12.8 M (42.0 FT)
 LH0187'SOUTHWEST OF A RAIL CROSSING POLE, 5.0 M (16.4 FT) SOUTH OF A UTILITY
 LH0187'POLE AT A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND 0.3
 LH0187'M (1.0 FT) EAST OF A WIRE FENCE.
 LH0187'DESCRIBED BY R.D.BALL.
 LH0187
 LH0187                          STATION RECOVERY (2006)
 LH0187
 LH0187'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 LH0187'RECOVERED IN GOOD CONDITION.
 LH0187
 LH0187                          STATION RECOVERY (2010)
 LH0187
 LH0187'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0187'RECOVERED IN GOOD CONDITION.
 LH0187
 LH0187                          STATION RECOVERY (2019)
 LH0187
 LH0187'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0239 ***********************************************************************
 ML0239  DESIGNATION -  P 307
 ML0239  PID         -  ML0239
 ML0239  STATE/COUNTY-  NE/NANCE
 ML0239  COUNTRY     -  US
 ML0239  USGS QUAD   -  BELGRADE SE (2017)
 ML0239
 ML0239                         *CURRENT SURVEY CONTROL
 ML0239  ______________________________________________________________________
 ML0239* NAD 83(1986) POSITION- 41 19 21.     (N) 098 04 32.     (W)   SCALED
 ML0239* NAVD 88 ORTHO HEIGHT -   515.988 (meters)     1692.87  (feet) ADJUSTED
 ML0239  ______________________________________________________________________
 ML0239  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 ML0239  DYNAMIC HEIGHT  -        515.743 (meters)     1692.07  (feet) COMP
 ML0239  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 ML0239
 ML0239  VERT ORDER      -  SECOND    CLASS 0
 ML0239
 ML0239.The horizontal coordinates were scaled from a map and have
 ML0239.an estimated accuracy of +/- 6 seconds.
 ML0239
 ML0239.The orthometric height was determined by differential leveling and
 ML0239.adjusted by the NATIONAL GEODETIC SURVEY
 ML0239.in June 1991.
 ML0239
 ML0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0239.GEOID18 height accuracy estimate available here.
 ML0239
 ML0239.Click photographs - Photos may exist for this station.
 ML0239
 ML0239.The dynamic height is computed by dividing the NAVD 88
 ML0239.geopotential number by the normal gravity value computed on the
 ML0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0239.degrees latitude (g = 980.6199 gals.).
 ML0239
 ML0239.The modeled gravity was interpolated from observed gravity values.
 ML0239
 ML0239;                    North         East    Units  Estimated Accuracy
 ML0239;SPC NE       -   167,130.      661,050.      MT  (+/- 180 meters Scaled)
 ML0239
 ML0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL773749(NAD 83)
 ML0239
 ML0239                          SUPERSEDED SURVEY CONTROL
 ML0239
 ML0239  NGVD 29 (??/??/92)  515.764  (m)         1692.14   (f) ADJ UNCH    2 0
 ML0239
 ML0239.Superseded values are not recommended for survey control.
 ML0239
 ML0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0239.See file dsdata.pdf to determine how the superseded data were derived.
 ML0239
 ML0239_MARKER: DB = BENCH MARK DISK
 ML0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0239_STAMPING: P 307 1950
 ML0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0239+STABILITY: SURFACE MOTION
 ML0239
 ML0239  HISTORY     - Date     Condition        Report By
 ML0239  HISTORY     - 1950     MONUMENTED       CGS
 ML0239
 ML0239                          STATION DESCRIPTION
 ML0239
 ML0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0239'7.8 MI SW FROM FULLERTON.
 ML0239'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0239'FULLERTON, THENCE 6.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0239'99 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HARVEY BROWN
 ML0239'FARMHOUSE, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 ML0239'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 16 FEET SOUTH
 ML0239'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 3 FEET NORTH OF A
 ML0239'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 ML0239'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1428 ***********************************************************************
 MK1428  DESIGNATION -  P 309
 MK1428  PID         -  MK1428
 MK1428  STATE/COUNTY-  NE/MERRICK
 MK1428  COUNTRY     -  US
 MK1428  USGS QUAD   -  SILVER CREEK (2017)
 MK1428
 MK1428                         *CURRENT SURVEY CONTROL
 MK1428  ______________________________________________________________________
 MK1428* NAD 83(1986) POSITION- 41 18 58.     (N) 097 41 42.     (W)   SCALED
 MK1428* NAVD 88 ORTHO HEIGHT -   475.025 (meters)     1558.48  (feet) ADJUSTED
 MK1428  ______________________________________________________________________
 MK1428  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 MK1428  DYNAMIC HEIGHT  -        474.804 (meters)     1557.75  (feet) COMP
 MK1428  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 MK1428
 MK1428  VERT ORDER      -  SECOND    CLASS 0
 MK1428
 MK1428.The horizontal coordinates were scaled from a map and have
 MK1428.an estimated accuracy of +/- 6 seconds.
 MK1428
 MK1428.The orthometric height was determined by differential leveling and
 MK1428.adjusted by the NATIONAL GEODETIC SURVEY
 MK1428.in June 1991.
 MK1428
 MK1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1428.GEOID18 height accuracy estimate available here.
 MK1428
 MK1428.Click photographs - Photos may exist for this station.
 MK1428
 MK1428.The dynamic height is computed by dividing the NAVD 88
 MK1428.geopotential number by the normal gravity value computed on the
 MK1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1428.degrees latitude (g = 980.6199 gals.).
 MK1428
 MK1428.The modeled gravity was interpolated from observed gravity values.
 MK1428
 MK1428;                    North         East    Units  Estimated Accuracy
 MK1428;SPC NE       -   167,200.      692,910.      MT  (+/- 180 meters Scaled)
 MK1428
 MK1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092746(NAD 83)
 MK1428
 MK1428                          SUPERSEDED SURVEY CONTROL
 MK1428
 MK1428  NGVD 29 (??/??/92)  474.822  (m)         1557.81   (f) ADJ UNCH    2 0
 MK1428
 MK1428.Superseded values are not recommended for survey control.
 MK1428
 MK1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1428.See file dsdata.pdf to determine how the superseded data were derived.
 MK1428
 MK1428_MARKER: DB = BENCH MARK DISK
 MK1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1428_STAMPING: P 309 1950
 MK1428_MARK LOGO: CGS
 MK1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1428+STABILITY: SURFACE MOTION
 MK1428
 MK1428  HISTORY     - Date     Condition        Report By
 MK1428  HISTORY     - 1950     MONUMENTED       CGS
 MK1428
 MK1428                          STATION DESCRIPTION
 MK1428
 MK1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1428'1.7 MI W FROM SILVER CREEK.
 MK1428'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1428'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, AT
 MK1428'A T ROAD JUNCTION, 215 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 MK1428'ROAD LEADING EAST, 67 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1428'AND SOUTH ROAD, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MK1428'OF A FARMHOUSE, 27 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK1428'DRIVEWAY, 24 FEET WEST OF THE CENTER OF A WOODEN GATE, 1.3 FEET
 MK1428'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1428'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0249 ***********************************************************************
 MM0249  DESIGNATION -  P 31
 MM0249  PID         -  MM0249
 MM0249  STATE/COUNTY-  NE/ARTHUR
 MM0249  COUNTRY     -  US
 MM0249  USGS QUAD   -  ARTHUR (2017)
 MM0249
 MM0249                         *CURRENT SURVEY CONTROL
 MM0249  ______________________________________________________________________
 MM0249* NAD 83(1986) POSITION- 41 30 28.51   (N) 101 43 20.24   (W)   HD_HELD1
 MM0249* NAVD 88 ORTHO HEIGHT -  1102.229 (meters)     3616.23  (feet) ADJUSTED
 MM0249  ______________________________________________________________________
 MM0249  GEOID HEIGHT    -        -20.392 (meters)                     GEOID18
 MM0249  DYNAMIC HEIGHT  -       1101.551 (meters)     3614.01  (feet) COMP
 MM0249  MODELED GRAVITY -    979,970.1   (mgal)                       NAVD 88
 MM0249
 MM0249  VERT ORDER      -  SECOND    CLASS 0
 MM0249
 MM0249.The horizontal coordinates were determined by differentially corrected
 MM0249.hand held GPS observations or other comparable positioning techniques
 MM0249.and have an estimated accuracy of +/- 3 meters.
 MM0249
 MM0249.The orthometric height was determined by differential leveling and
 MM0249.adjusted by the NATIONAL GEODETIC SURVEY
 MM0249.in June 1991.
 MM0249
 MM0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0249.GEOID18 height accuracy estimate available here.
 MM0249
 MM0249.Click photographs - Photos may exist for this station.
 MM0249
 MM0249.The dynamic height is computed by dividing the NAVD 88
 MM0249.geopotential number by the normal gravity value computed on the
 MM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0249.degrees latitude (g = 980.6199 gals.).
 MM0249
 MM0249.The modeled gravity was interpolated from observed gravity values.
 MM0249
 MM0249;                    North         East    Units  Estimated Accuracy
 MM0249;SPC NE       -   187,352.9     356,271.6     MT  (+/- 3 meters HH1 GPS) 
 MM0249
 MM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7280798721(NAD 83)
 MM0249
 MM0249                          SUPERSEDED SURVEY CONTROL
 MM0249
 MM0249  NGVD 29 (??/??/92) 1101.751  (m)         3614.66   (f) ADJ UNCH    2 0
 MM0249
 MM0249.Superseded values are not recommended for survey control.
 MM0249
 MM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0249.See file dsdata.pdf to determine how the superseded data were derived.
 MM0249
 MM0249_MARKER: DB = BENCH MARK DISK
 MM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0249_STAMPING: P 31 1934
 MM0249_MARK LOGO: CGS
 MM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0249+STABILITY: SURFACE MOTION
 MM0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0249+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0249
 MM0249  HISTORY     - Date     Condition        Report By
 MM0249  HISTORY     - 1934     MONUMENTED       CGS
 MM0249  HISTORY     - 1941     GOOD             CGS
 MM0249  HISTORY     - 20181105 GOOD             NEGS
 MM0249
 MM0249                          STATION DESCRIPTION
 MM0249
 MM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0249'5.6 MI S FROM ARTHUR.
 MM0249'5.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0249'AT A ROAD LEADING NORTHEAST TO A FARMHOUSE, 21 FEET NORTHWEST
 MM0249'OF THE ROAD, 45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MM0249'6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 6 FEET SOUTHEAST
 MM0249'OF A FENCE MARKING A T-ANGLE WITH THE RIGHT-OF-WAY FENCE.  A
 MM0249'STANDARD DISK, STAMPED P 31 1934 AND SET IN THE TOP OF A CONCRETE
 MM0249'POST.
 MM0249
 MM0249                          STATION RECOVERY (2018)
 MM0249
 MM0249'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0249'TO REACH FROM NEBRASKA STATE HIGHWAY 61 AND HAWKINS STREET IN ARTHUR,
 MM0249'GO SOUTH ON NE. HIGHWAY 61 APPROXIMATELY 5.48 MI (8.82 KM) TO THE
 MM0249'STATION ON THE LEFT (EAST) SIDE OF THE ROAD.
 MM0249'
 MM0249'THE MARK IS LOCATED APPROXIMATELY 45 FT (13.7 M) EAST OF THE
 MM0249'CENTERLINE OF NE. HIGHWAY 61 AT MILE POST 118.86 AND LOCATED UNDER
 MM0249'POWER LINES.  THIS POINT IS LIKELY TO BE DESTROYED DUE TO FUTURE
 MM0249'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0532 ***********************************************************************
 ML0532  DESIGNATION -  P 310
 ML0532  PID         -  ML0532
 ML0532  STATE/COUNTY-  NE/WHEELER
 ML0532  COUNTRY     -  US
 ML0532  USGS QUAD   -  GREELEY NE (2017)
 ML0532
 ML0532                         *CURRENT SURVEY CONTROL
 ML0532  ______________________________________________________________________
 ML0532* NAD 83(1986) POSITION- 41 44 26.     (N) 098 31 38.     (W)   SCALED
 ML0532* NAVD 88 ORTHO HEIGHT -   613.033 (meters)     2011.26  (feet) ADJUSTED
 ML0532  ______________________________________________________________________
 ML0532  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 ML0532  DYNAMIC HEIGHT  -        612.742 (meters)     2010.30  (feet) COMP
 ML0532  MODELED GRAVITY -    980,129.3   (mgal)                       NAVD 88
 ML0532
 ML0532  VERT ORDER      -  SECOND    CLASS 0
 ML0532
 ML0532.The horizontal coordinates were scaled from a map and have
 ML0532.an estimated accuracy of +/- 6 seconds.
 ML0532
 ML0532.The orthometric height was determined by differential leveling and
 ML0532.adjusted by the NATIONAL GEODETIC SURVEY
 ML0532.in June 1991.
 ML0532
 ML0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0532.GEOID18 height accuracy estimate available here.
 ML0532
 ML0532.Click photographs - Photos may exist for this station.
 ML0532
 ML0532.The dynamic height is computed by dividing the NAVD 88
 ML0532.geopotential number by the normal gravity value computed on the
 ML0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0532.degrees latitude (g = 980.6199 gals.).
 ML0532
 ML0532.The modeled gravity was interpolated from observed gravity values.
 ML0532
 ML0532;                    North         East    Units  Estimated Accuracy
 ML0532;SPC NE       -   212,790.      622,470.      MT  (+/- 180 meters Scaled)
 ML0532
 ML0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM393210(NAD 83)
 ML0532
 ML0532                          SUPERSEDED SURVEY CONTROL
 ML0532
 ML0532  NGVD 29 (??/??/92)  612.792  (m)         2010.47   (f) ADJ UNCH    2 0
 ML0532
 ML0532.Superseded values are not recommended for survey control.
 ML0532
 ML0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0532.See file dsdata.pdf to determine how the superseded data were derived.
 ML0532
 ML0532_MARKER: DB = BENCH MARK DISK
 ML0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0532_STAMPING: P 310 1950
 ML0532_MARK LOGO: CGS
 ML0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0532+STABILITY: SURFACE MOTION
 ML0532
 ML0532  HISTORY     - Date     Condition        Report By
 ML0532  HISTORY     - 1950     MONUMENTED       CGS
 ML0532
 ML0532                          STATION DESCRIPTION
 ML0532
 ML0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0532'9.4 MI SE FROM ERICSON.
 ML0532'9.35 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0532'BANK AT ERICSON, 1.0 MILE EAST OF U.S. HIGHWAY 281, AT THE
 ML0532'SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 21 N., RANGE 10 W.,
 ML0532'ON THE SIDE OF A HILL, 46 FEET NORTH OF THE CENTER LINE OF THE
 ML0532'ROAD, 8 FEET NORTH OF A FENCE CORNER, 1.4 FEET WEST OF A FENCE,
 ML0532'1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0532'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1678 ***********************************************************************
 MK1678  DESIGNATION -  P 311 RESET
 MK1678  PID         -  MK1678
 MK1678  STATE/COUNTY-  NE/MADISON
 MK1678  COUNTRY     -  US
 MK1678  USGS QUAD   -  CLOSTER NE (2017)
 MK1678
 MK1678                         *CURRENT SURVEY CONTROL
 MK1678  ______________________________________________________________________
 MK1678* NAD 83(1986) POSITION- 41 53 19.     (N) 097 50 00.     (W)   SCALED
 MK1678* NAVD 88 ORTHO HEIGHT -   584.23  (meters)     1916.8   (feet) RESET
 MK1678  ______________________________________________________________________
 MK1678  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 MK1678  VERT ORDER      -  THIRD
 MK1678
 MK1678.The horizontal coordinates were scaled from a map and have
 MK1678.an estimated accuracy of +/- 6 seconds.
 MK1678
 MK1678.The orthometric height was computed from unverified reset data.
 MK1678
 MK1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1678.GEOID18 height accuracy estimate available here.
 MK1678
 MK1678.Click photographs - Photos may exist for this station.
 MK1678
 MK1678;                    North         East    Units  Estimated Accuracy
 MK1678;SPC NE       -   230,440.      679,750.      MT  (+/- 180 meters Scaled)
 MK1678
 MK1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967380(NAD 83)
 MK1678
 MK1678                          SUPERSEDED SURVEY CONTROL
 MK1678
 MK1678.No superseded survey control is available for this station.
 MK1678
 MK1678_MARKER: DB = BENCH MARK DISK
 MK1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1678_STAMPING: P 311 RESET 1971
 MK1678_MARK LOGO: CGS
 MK1678_PROJECTION: FLUSH
 MK1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1678+STABILITY: SURFACE MOTION
 MK1678
 MK1678  HISTORY     - Date     Condition        Report By
 MK1678  HISTORY     - 1971     MONUMENTED       NGS
 MK1678  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1678
 MK1678                          STATION DESCRIPTION
 MK1678
 MK1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1678'11 MI S FROM TILDEN.
 MK1678'10.95 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1678'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1678'0.1 MILE NORTH OF A T-ROAD INTERSECTION, AT THE TOP OF A HILL,
 MK1678'100 FEET EAST OF THE CENTER OF STATE HIGHWAY 39, 3 FEET NORTH OF A
 MK1678'POWERLINE POLE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN
 MK1678'TOP OF A 12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 MK1678'THE GROUND SURFACE.  THIS MARK IS 0.044 METER HIGHER THAN THE
 MK1678'ORIGINAL BENCH MARK.
 MK1678
 MK1678                          STATION RECOVERY (2009)
 MK1678
 MK1678'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1678'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0040 ***********************************************************************
 ML0040  DESIGNATION -  P 312
 ML0040  PID         -  ML0040
 ML0040  STATE/COUNTY-  NE/BOONE
 ML0040  COUNTRY     -  US
 ML0040  USGS QUAD   -  ALBION WEST (2017)
 ML0040
 ML0040                         *CURRENT SURVEY CONTROL
 ML0040  ______________________________________________________________________
 ML0040* NAD 83(1986) POSITION- 41 43 11.     (N) 098 03 45.     (W)   SCALED
 ML0040* NAVD 88 ORTHO HEIGHT -   549.177 (meters)     1801.76  (feet) ADJUSTED
 ML0040  ______________________________________________________________________
 ML0040  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 ML0040  DYNAMIC HEIGHT  -        548.932 (meters)     1800.95  (feet) COMP
 ML0040  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 ML0040
 ML0040  VERT ORDER      -  SECOND    CLASS 0
 ML0040
 ML0040.This mark is at Albion Municipal Airport (BVN)
 ML0040
 ML0040.The horizontal coordinates were scaled from a map and have
 ML0040.an estimated accuracy of +/- 6 seconds.
 ML0040
 ML0040.The orthometric height was determined by differential leveling and
 ML0040.adjusted by the NATIONAL GEODETIC SURVEY
 ML0040.in June 1991.
 ML0040
 ML0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0040.GEOID18 height accuracy estimate available here.
 ML0040
 ML0040.Click photographs - Photos may exist for this station.
 ML0040
 ML0040.The dynamic height is computed by dividing the NAVD 88
 ML0040.geopotential number by the normal gravity value computed on the
 ML0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0040.degrees latitude (g = 980.6199 gals.).
 ML0040
 ML0040.The modeled gravity was interpolated from observed gravity values.
 ML0040
 ML0040;                    North         East    Units  Estimated Accuracy
 ML0040;SPC NE       -   211,240.      661,160.      MT  (+/- 180 meters Scaled)
 ML0040
 ML0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779190(NAD 83)
 ML0040
 ML0040                          SUPERSEDED SURVEY CONTROL
 ML0040
 ML0040  NGVD 29 (??/??/92)  548.952  (m)         1801.02   (f) ADJ UNCH    2 0
 ML0040
 ML0040.Superseded values are not recommended for survey control.
 ML0040
 ML0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0040.See file dsdata.pdf to determine how the superseded data were derived.
 ML0040
 ML0040_MARKER: DB = BENCH MARK DISK
 ML0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0040_STAMPING: P 312 1950
 ML0040_MARK LOGO: CGS
 ML0040_PROJECTION: FLUSH
 ML0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0040+STABILITY: SURFACE MOTION
 ML0040
 ML0040  HISTORY     - Date     Condition        Report By
 ML0040  HISTORY     - 1950     MONUMENTED       CGS
 ML0040  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0040
 ML0040                          STATION DESCRIPTION
 ML0040
 ML0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0040'4.2 MI NW FROM ALBION.
 ML0040'0.2 MILE WEST ALONG CHURCH STREET FROM THE POST OFFICE AT ALBION,
 ML0040'THENCE 0.3 MILE NORTH ALONG 6TH STREET, THENCE 3.7 MILES NORTHWEST
 ML0040'ALONG A GRAVELED ROAD, AT THE PACKARD AIRPORT, 36.5 FEET WEST OF
 ML0040'THE NORTHEAST CORNER OF THE MOST WESTERLY HANGAR, 8 FEET NORTHEAST
 ML0040'OF THE NORTHWEST CORNER OF THE HANGAR, 42 FEET SOUTH OF A TELEPHONE
 ML0040'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ML0040'GROUND.
 ML0040
 ML0040                          STATION RECOVERY (1954)
 ML0040
 ML0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0096 ***********************************************************************
 ML0096  DESIGNATION -  P 313
 ML0096  PID         -  ML0096
 ML0096  STATE/COUNTY-  NE/WHEELER
 ML0096  COUNTRY     -  US
 ML0096  USGS QUAD   -  MUD CREEK (2017)
 ML0096
 ML0096                         *CURRENT SURVEY CONTROL
 ML0096  ______________________________________________________________________
 ML0096* NAD 83(1986) POSITION- 41 47 03.     (N) 098 21 12.     (W)   SCALED
 ML0096* NAVD 88 ORTHO HEIGHT -   660.675 (meters)     2167.56  (feet) ADJUSTED
 ML0096  ______________________________________________________________________
 ML0096  GEOID HEIGHT    -        -24.396 (meters)                     GEOID18
 ML0096  DYNAMIC HEIGHT  -        660.370 (meters)     2166.56  (feet) COMP
 ML0096  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 ML0096
 ML0096  VERT ORDER      -  SECOND    CLASS 0
 ML0096
 ML0096.The horizontal coordinates were scaled from a map and have
 ML0096.an estimated accuracy of +/- 6 seconds.
 ML0096
 ML0096.The orthometric height was determined by differential leveling and
 ML0096.adjusted by the NATIONAL GEODETIC SURVEY
 ML0096.in June 1991.
 ML0096
 ML0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0096.GEOID18 height accuracy estimate available here.
 ML0096
 ML0096.Click photographs - Photos may exist for this station.
 ML0096
 ML0096.The dynamic height is computed by dividing the NAVD 88
 ML0096.geopotential number by the normal gravity value computed on the
 ML0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0096.degrees latitude (g = 980.6199 gals.).
 ML0096
 ML0096.The modeled gravity was interpolated from observed gravity values.
 ML0096
 ML0096;                    North         East    Units  Estimated Accuracy
 ML0096;SPC NE       -   217,900.      636,830.      MT  (+/- 180 meters Scaled)
 ML0096
 ML0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM537260(NAD 83)
 ML0096
 ML0096                          SUPERSEDED SURVEY CONTROL
 ML0096
 ML0096  NGVD 29 (??/??/92)  660.436  (m)         2166.78   (f) ADJ UNCH    2 0
 ML0096
 ML0096.Superseded values are not recommended for survey control.
 ML0096
 ML0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0096.See file dsdata.pdf to determine how the superseded data were derived.
 ML0096
 ML0096_MARKER: DB = BENCH MARK DISK
 ML0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0096_STAMPING: P 313 1950
 ML0096_MARK LOGO: CGS
 ML0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0096+STABILITY: SURFACE MOTION
 ML0096
 ML0096  HISTORY     - Date     Condition        Report By
 ML0096  HISTORY     - 1950     MONUMENTED       CGS
 ML0096  HISTORY     - 1960     MARK NOT FOUND   USGS
 ML0096
 ML0096                          STATION DESCRIPTION
 ML0096
 ML0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0096'7.6 MI N FROM SPALDING.
 ML0096'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0096'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE EAST
 ML0096'ALONG A SAND ROAD, AT A T ROAD JUNCTION, 74 FEET SOUTH OF THE
 ML0096'CENTER LINE OF AN EAST AND WEST ROAD, 29 FEET SOUTH OF THE
 ML0096'CENTER OF A GATE, 16 FEET EAST OF THE CENTER LINE OF A ROAD
 ML0096'LEADING SOUTH, 1 FOOT WEST OF A FENCE, 1.6 FEET SOUTH OF A
 ML0096'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0096'0.3 FOOT ABOVE THE GROUND.
 ML0096
 ML0096                          STATION RECOVERY (1960)
 ML0096
 ML0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0932 ***********************************************************************
 ML0932  DESIGNATION -  P 314
 ML0932  PID         -  ML0932
 ML0932  STATE/COUNTY-  NE/BLAINE
 ML0932  COUNTRY     -  US
 ML0932  USGS QUAD   -  BREWSTER SW (2017)
 ML0932
 ML0932                         *CURRENT SURVEY CONTROL
 ML0932  ______________________________________________________________________
 ML0932* NAD 83(1986) POSITION- 41 51 02.     (N) 099 56 20.     (W)   SCALED
 ML0932* NAVD 88 ORTHO HEIGHT -   787.077 (meters)     2582.27  (feet) ADJUSTED
 ML0932  ______________________________________________________________________
 ML0932  GEOID HEIGHT    -        -22.366 (meters)                     GEOID18
 ML0932  DYNAMIC HEIGHT  -        786.686 (meters)     2580.99  (feet) COMP
 ML0932  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 ML0932
 ML0932  VERT ORDER      -  SECOND    CLASS 0
 ML0932
 ML0932.The horizontal coordinates were scaled from a map and have
 ML0932.an estimated accuracy of +/- 6 seconds.
 ML0932
 ML0932.The orthometric height was determined by differential leveling and
 ML0932.adjusted by the NATIONAL GEODETIC SURVEY
 ML0932.in June 1991.
 ML0932
 ML0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0932.GEOID18 height accuracy estimate available here.
 ML0932
 ML0932.Click photographs - Photos may exist for this station.
 ML0932
 ML0932.The dynamic height is computed by dividing the NAVD 88
 ML0932.geopotential number by the normal gravity value computed on the
 ML0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0932.degrees latitude (g = 980.6199 gals.).
 ML0932
 ML0932.The modeled gravity was interpolated from observed gravity values.
 ML0932
 ML0932;                    North         East    Units  Estimated Accuracy
 ML0932;SPC NE       -   223,970.      505,070.      MT  (+/- 180 meters Scaled)
 ML0932
 ML0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM220336(NAD 83)
 ML0932
 ML0932                          SUPERSEDED SURVEY CONTROL
 ML0932
 ML0932  NGVD 29 (??/??/92)  786.793  (m)         2581.34   (f) ADJ UNCH    2 0
 ML0932
 ML0932.Superseded values are not recommended for survey control.
 ML0932
 ML0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0932.See file dsdata.pdf to determine how the superseded data were derived.
 ML0932
 ML0932_MARKER: DB = BENCH MARK DISK
 ML0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0932_STAMPING: P 314 1950
 ML0932_MARK LOGO: CGS
 ML0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0932+STABILITY: SURFACE MOTION
 ML0932
 ML0932  HISTORY     - Date     Condition        Report By
 ML0932  HISTORY     - 1950     MONUMENTED       CGS
 ML0932
 ML0932                          STATION DESCRIPTION
 ML0932
 ML0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0932'9.2 MI NE FROM DUNNING.
 ML0932'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0932'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 6.7 MILES NORTHEAST
 ML0932'ALONG A WINDING SAND ROAD, 400 FEET SOUTH OF THE H.J. WHITEMAN
 ML0932'FARMHOUSE, 66 FEET WEST OF A FENCE CORNER, 46 FEET NORTHWEST
 ML0932'OF THE CENTER LINE OF THE ROAD, 1.0 FEET SOUTH OF A FENCE, 1.5
 ML0932'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0932'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0863 ***********************************************************************
 LH0863  DESIGNATION -  P 315
 LH0863  PID         -  LH0863
 LH0863  STATE/COUNTY-  NE/DAWSON
 LH0863  COUNTRY     -  US
 LH0863  USGS QUAD   -  SUMNER (2017)
 LH0863
 LH0863                         *CURRENT SURVEY CONTROL
 LH0863  ______________________________________________________________________
 LH0863* NAD 83(1986) POSITION- 40 57 35.01   (N) 099 35 11.40   (W)   HD_HELD1
 LH0863* NAVD 88 ORTHO HEIGHT -   738.804 (meters)     2423.89  (feet) ADJUSTED
 LH0863  ______________________________________________________________________
 LH0863  GEOID HEIGHT    -        -23.604 (meters)                     GEOID18
 LH0863  DYNAMIC HEIGHT  -        738.384 (meters)     2422.51  (feet) COMP
 LH0863  MODELED GRAVITY -    980,030.9   (mgal)                       NAVD 88
 LH0863
 LH0863  VERT ORDER      -  SECOND    CLASS 0
 LH0863
 LH0863.The horizontal coordinates were determined by differentially corrected
 LH0863.hand held GPS observations or other comparable positioning techniques
 LH0863.and have an estimated accuracy of +/- 3 meters.
 LH0863
 LH0863.The orthometric height was determined by differential leveling and
 LH0863.adjusted by the NATIONAL GEODETIC SURVEY
 LH0863.in June 1991.
 LH0863
 LH0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0863.GEOID18 height accuracy estimate available here.
 LH0863
 LH0863.Click photographs - Photos may exist for this station.
 LH0863
 LH0863.The dynamic height is computed by dividing the NAVD 88
 LH0863.geopotential number by the normal gravity value computed on the
 LH0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0863.degrees latitude (g = 980.6199 gals.).
 LH0863
 LH0863.The modeled gravity was interpolated from observed gravity values.
 LH0863
 LH0863;                    North         East    Units  Estimated Accuracy
 LH0863;SPC NE       -   125,142.8     534,800.6     MT  (+/- 3 meters HH1 GPS) 
 LH0863
 LH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5064434451(NAD 83)
 LH0863
 LH0863                          SUPERSEDED SURVEY CONTROL
 LH0863
 LH0863  NGVD 29 (??/??/92)  738.530  (m)         2422.99   (f) ADJ UNCH    2 0
 LH0863
 LH0863.Superseded values are not recommended for survey control.
 LH0863
 LH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0863.See file dsdata.pdf to determine how the superseded data were derived.
 LH0863
 LH0863_MARKER: DB = BENCH MARK DISK
 LH0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0863_STAMPING: P 315 1950
 LH0863_MARK LOGO: CGS
 LH0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0863+STABILITY: SURFACE MOTION
 LH0863
 LH0863  HISTORY     - Date     Condition        Report By
 LH0863  HISTORY     - 1950     MONUMENTED       CGS
 LH0863  HISTORY     - 1983     GOOD             LOCSUR
 LH0863
 LH0863                          STATION DESCRIPTION
 LH0863
 LH0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0863'4.2 MI W FROM SUMNER.
 LH0863'4.2 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0863'UNION PACIFIC RAILWAY STATION AT SUMNER, 112 FEET NORTHWEST OF
 LH0863'THE NORTHWEST CORNER OF A VACANT FARMHOUSE, 38 FEET SOUTH OF
 LH0863'THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 40, 36 FEET EAST
 LH0863'OF THE CENTER LINE OF A PRIVATE DRIVE LEADING SOUTHEAST TO A
 LH0863'FARMHOUSE, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE
 LH0863'TOP OF A 5.3 FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LH0863'GROUND.
 LH0863
 LH0863                          STATION RECOVERY (1983)
 LH0863
 LH0863'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0834 ***********************************************************************
 ML0834  DESIGNATION -  P 316 RESET
 ML0834  PID         -  ML0834
 ML0834  STATE/COUNTY-  NE/CUSTER
 ML0834  COUNTRY     -  US
 ML0834  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0834
 ML0834                         *CURRENT SURVEY CONTROL
 ML0834  ______________________________________________________________________
 ML0834* NAD 83(1986) POSITION- 41 04 22.     (N) 099 41 29.     (W)   SCALED
 ML0834* NAVD 88 ORTHO HEIGHT -   762.32  (meters)     2501.0   (feet) RESET
 ML0834  ______________________________________________________________________
 ML0834  GEOID HEIGHT    -        -23.367 (meters)                     GEOID18
 ML0834  VERT ORDER      -  THIRD
 ML0834
 ML0834.The horizontal coordinates were scaled from a map and have
 ML0834.an estimated accuracy of +/- 6 seconds.
 ML0834
 ML0834.The orthometric height was computed from unverified reset data.
 ML0834
 ML0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0834.GEOID18 height accuracy estimate available here.
 ML0834
 ML0834.Click photographs - Photos may exist for this station.
 ML0834
 ML0834;                    North         East    Units  Estimated Accuracy
 ML0834;SPC NE       -   137,660.      525,930.      MT  (+/- 180 meters Scaled)
 ML0834
 ML0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML419470(NAD 83)
 ML0834
 ML0834                          SUPERSEDED SURVEY CONTROL
 ML0834
 ML0834  NGVD 29 (??/??/??)  762.03   (m)         2500.1    (f) RESET       3  
 ML0834
 ML0834.Superseded values are not recommended for survey control.
 ML0834
 ML0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0834.See file dsdata.pdf to determine how the superseded data were derived.
 ML0834
 ML0834_MARKER: DB = BENCH MARK DISK
 ML0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0834_STAMPING: P 316 RESET 1963
 ML0834_MARK LOGO: CGS
 ML0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0834+STABILITY: SURFACE MOTION
 ML0834
 ML0834  HISTORY     - Date     Condition        Report By
 ML0834  HISTORY     - 1963     MONUMENTED       USGS
 ML0834  HISTORY     - 20120607 GOOD             NEDR
 ML0834
 ML0834                          STATION DESCRIPTION
 ML0834
 ML0834'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 ML0834'6 MI SE FROM OCONTO.
 ML0834'6.0 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0834'THE UNION PACIFIC RAILWAY STATION AT OCONTO, 0.2 MILE NORTHWEST
 ML0834'ALONG NEBRASKA STATE HIGHWAY 40 FROM DIRT ROAD LEADING EAST
 ML0834'TO FARM, 370 FEET NORTHWEST ALONG TELEPHONE LINE FROM TELEPHONE
 ML0834'POLE MARKED AS MILEPOST NO. 46, 42 FEET NORTHEAST OF EAST
 ML0834'TRACK OF UNION PACIFIC RAILWAY, 8 FEET NORTH OF A TELEPHONE
 ML0834'POLE WHICH IS THE THIRD POLE NORTHWES OF MILEPOST NO. 46, 1.2
 ML0834'FEET SOUTH OF TRIANGULAR-SHAPED CONCRETE FENCE POST, NEAR FENCE
 ML0834'LINE, AND SET IN A 4-FOOT LONG, 6-INCH DIAMETER CONCRETE POST
 ML0834'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ML0834
 ML0834                          STATION RECOVERY (2012)
 ML0834
 ML0834'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0834'THE ELEVATION WE GOT ON IT WAS 2500.947
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1218 ***********************************************************************
 ML1218  DESIGNATION -  P 317 RESET
 ML1218  PID         -  ML1218
 ML1218  STATE/COUNTY-  NE/CUSTER
 ML1218  COUNTRY     -  US
 ML1218  USGS QUAD   -  CALLAWAY (2017)
 ML1218
 ML1218                         *CURRENT SURVEY CONTROL
 ML1218  ______________________________________________________________________
 ML1218* NAD 83(1986) POSITION- 41 20 59.     (N) 099 59 18.     (W)   SCALED
 ML1218* NAVD 88 ORTHO HEIGHT -   798.51  (meters)     2619.8   (feet) RESET
 ML1218  ______________________________________________________________________
 ML1218  GEOID HEIGHT    -        -22.422 (meters)                     GEOID18
 ML1218  VERT ORDER      -  THIRD
 ML1218
 ML1218.The horizontal coordinates were scaled from a map and have
 ML1218.an estimated accuracy of +/- 6 seconds.
 ML1218
 ML1218.The orthometric height was computed from unverified reset data.
 ML1218
 ML1218.No vertical observational check was made to the station.
 ML1218
 ML1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1218.GEOID18 height accuracy estimate available here.
 ML1218
 ML1218.Click photographs - Photos may exist for this station.
 ML1218
 ML1218;                    North         East    Units  Estimated Accuracy
 ML1218;SPC NE       -   168,360.      500,980.      MT  (+/- 180 meters Scaled)
 ML1218
 ML1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML173780(NAD 83)
 ML1218
 ML1218                          SUPERSEDED SURVEY CONTROL
 ML1218
 ML1218  NGVD 29 (01/31/13)  798.26   (m)         2619.0    (f) RESET       3  
 ML1218
 ML1218.Superseded values are not recommended for survey control.
 ML1218
 ML1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1218.See file dsdata.pdf to determine how the superseded data were derived.
 ML1218
 ML1218_MARKER: DV = VERTICAL CONTROL DISK
 ML1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1218_STAMPING: P 317 RESET 1984
 ML1218_MARK LOGO: NGS
 ML1218_PROJECTION: FLUSH
 ML1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1218+STABILITY: SURFACE MOTION
 ML1218
 ML1218  HISTORY     - Date     Condition        Report By
 ML1218  HISTORY     - 1984     MONUMENTED       NGS
 ML1218
 ML1218                          STATION DESCRIPTION
 ML1218
 ML1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1218'10.30 KM (6.40 MI) NORTH ALONG GRAND AVENUE AND A PAVED COUNTY ROAD,
 ML1218'FROM THE POST OFFICE IN CALLAWAY, TO THE MARK ON THE RIGHT, 13.6 M
 ML1218'(44.6 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 9.25 M (30.35
 ML1218'FT) NORTHWEST FROM A FENCE CORNER, 0.46 M (1.51 FT) SOUTHWEST FROM A
 ML1218'FENCE, 0.46 M (1.51 FT) SOUTHEAST FROM A WITNESS POST, SET INTO THE
 ML1218'TOP OF A 10-INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 ML1218'AND IS ABOUT 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0900 ***********************************************************************
 ML0900  DESIGNATION -  P 318
 ML0900  PID         -  ML0900
 ML0900  STATE/COUNTY-  NE/CUSTER
 ML0900  COUNTRY     -  US
 ML0900  USGS QUAD   -  MILBURN (2017)
 ML0900
 ML0900                         *CURRENT SURVEY CONTROL
 ML0900  ______________________________________________________________________
 ML0900* NAD 83(1986) POSITION- 41 38 25.     (N) 099 38 05.     (W)   SCALED
 ML0900* NAVD 88 ORTHO HEIGHT -   745.768 (meters)     2446.74  (feet) ADJUSTED
 ML0900  ______________________________________________________________________
 ML0900  GEOID HEIGHT    -        -22.791 (meters)                     GEOID18
 ML0900  DYNAMIC HEIGHT  -        745.383 (meters)     2445.48  (feet) COMP
 ML0900  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 ML0900
 ML0900  VERT ORDER      -  SECOND    CLASS 0
 ML0900
 ML0900.The horizontal coordinates were scaled from a map and have
 ML0900.an estimated accuracy of +/- 6 seconds.
 ML0900
 ML0900.The orthometric height was determined by differential leveling and
 ML0900.adjusted by the NATIONAL GEODETIC SURVEY
 ML0900.in June 1991.
 ML0900
 ML0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0900.GEOID18 height accuracy estimate available here.
 ML0900
 ML0900.Click photographs - Photos may exist for this station.
 ML0900
 ML0900.The dynamic height is computed by dividing the NAVD 88
 ML0900.geopotential number by the normal gravity value computed on the
 ML0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0900.degrees latitude (g = 980.6199 gals.).
 ML0900
 ML0900.The modeled gravity was interpolated from observed gravity values.
 ML0900
 ML0900;                    North         East    Units  Estimated Accuracy
 ML0900;SPC NE       -   200,680.      530,420.      MT  (+/- 180 meters Scaled)
 ML0900
 ML0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM471100(NAD 83)
 ML0900
 ML0900                          SUPERSEDED SURVEY CONTROL
 ML0900
 ML0900  NGVD 29 (??/??/92)  745.489  (m)         2445.83   (f) ADJ UNCH    2 0
 ML0900
 ML0900.Superseded values are not recommended for survey control.
 ML0900
 ML0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0900.See file dsdata.pdf to determine how the superseded data were derived.
 ML0900
 ML0900_MARKER: DB = BENCH MARK DISK
 ML0900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ML0900_SP_SET: STEP
 ML0900_STAMPING: P 318 1950
 ML0900_MARK LOGO: CGS
 ML0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0900
 ML0900  HISTORY     - Date     Condition        Report By
 ML0900  HISTORY     - 1950     MONUMENTED       CGS
 ML0900
 ML0900                          STATION DESCRIPTION
 ML0900
 ML0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0900'AT GATES.
 ML0900'AT GATES, AT THE WEST ENTRANCE OF A RED BRICK SCHOOL BUILDING, SET
 ML0900'IN THE TOP OF THE TOP CONCRETE STEP, 2 FEET SOUTH OF THE NORTH
 ML0900'END OF THE STEP, 0.8 FOOT WEST OF THE WEST WALL OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0987 ***********************************************************************
 ML0987  DESIGNATION -  P 319
 ML0987  PID         -  ML0987
 ML0987  STATE/COUNTY-  NE/LOUP
 ML0987  COUNTRY     -  US
 ML0987  USGS QUAD   -  ALMERIA SW (2017)
 ML0987
 ML0987                         *CURRENT SURVEY CONTROL
 ML0987  ______________________________________________________________________
 ML0987* NAD 83(1986) POSITION- 41 49 41.     (N) 099 37 38.     (W)   SCALED
 ML0987* NAVD 88 ORTHO HEIGHT -   761.667 (meters)     2498.90  (feet) ADJUSTED
 ML0987  ______________________________________________________________________
 ML0987  GEOID HEIGHT    -        -22.714 (meters)                     GEOID18
 ML0987  DYNAMIC HEIGHT  -        761.294 (meters)     2497.68  (feet) COMP
 ML0987  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 ML0987
 ML0987  VERT ORDER      -  SECOND    CLASS 0
 ML0987
 ML0987.The horizontal coordinates were scaled from a map and have
 ML0987.an estimated accuracy of +/- 6 seconds.
 ML0987
 ML0987.The orthometric height was determined by differential leveling and
 ML0987.adjusted by the NATIONAL GEODETIC SURVEY
 ML0987.in June 1991.
 ML0987
 ML0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0987.GEOID18 height accuracy estimate available here.
 ML0987
 ML0987.Click photographs - Photos may exist for this station.
 ML0987
 ML0987.The dynamic height is computed by dividing the NAVD 88
 ML0987.geopotential number by the normal gravity value computed on the
 ML0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0987.degrees latitude (g = 980.6199 gals.).
 ML0987
 ML0987.The modeled gravity was interpolated from observed gravity values.
 ML0987
 ML0987;                    North         East    Units  Estimated Accuracy
 ML0987;SPC NE       -   221,530.      530,960.      MT  (+/- 180 meters Scaled)
 ML0987
 ML0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM479308(NAD 83)
 ML0987
 ML0987                          SUPERSEDED SURVEY CONTROL
 ML0987
 ML0987  NGVD 29 (??/??/92)  761.392  (m)         2498.00   (f) ADJ UNCH    2 0
 ML0987
 ML0987.Superseded values are not recommended for survey control.
 ML0987
 ML0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0987.See file dsdata.pdf to determine how the superseded data were derived.
 ML0987
 ML0987_MARKER: DB = BENCH MARK DISK
 ML0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0987_STAMPING: P 319 1950
 ML0987_MARK LOGO: CGS
 ML0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0987+STABILITY: SURFACE MOTION
 ML0987
 ML0987  HISTORY     - Date     Condition        Report By
 ML0987  HISTORY     - 1950     MONUMENTED       CGS
 ML0987  HISTORY     - 19950524 GOOD             NGS
 ML0987
 ML0987                          STATION DESCRIPTION
 ML0987
 ML0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0987'5.8 MI W FROM ALMERIA.
 ML0987'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0987'ALMERIA, THENCE 3.25 MILES WEST ALONG A DIRT ROAD, ON TOP OF
 ML0987'A SMALL KNOLL, 0.1 MILE EAST OF A FENCE LEADING NORTH, 213 FEET
 ML0987'WEST OF A SMALL CEDAR TREE, 33 FEET SOUTH OF THE CENTER LINE OF
 ML0987'THE ROAD, 2.4 FEET NORTH OF A FENCE, 1.2 FEET SOUTH OF A WITNESS
 ML0987'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0987'ABOVE THE GROUND.
 ML0987
 ML0987                          STATION RECOVERY (1995)
 ML0987
 ML0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0987'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0329 ***********************************************************************
 LJ0329  DESIGNATION -  P 320
 LJ0329  PID         -  LJ0329
 LJ0329  STATE/COUNTY-  NE/DAWSON
 LJ0329  COUNTRY     -  US
 LJ0329  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0329
 LJ0329                         *CURRENT SURVEY CONTROL
 LJ0329  ______________________________________________________________________
 LJ0329* NAD 83(1986) POSITION- 40 51 49.     (N) 100 00 05.     (W)   SCALED
 LJ0329* NAVD 88 ORTHO HEIGHT -   760.213 (meters)     2494.13  (feet) ADJUSTED
 LJ0329  ______________________________________________________________________
 LJ0329  GEOID HEIGHT    -        -23.391 (meters)                     GEOID18
 LJ0329  DYNAMIC HEIGHT  -        759.768 (meters)     2492.67  (feet) COMP
 LJ0329  MODELED GRAVITY -    980,013.1   (mgal)                       NAVD 88
 LJ0329
 LJ0329  VERT ORDER      -  FIRST     CLASS II
 LJ0329
 LJ0329.The horizontal coordinates were scaled from a map and have
 LJ0329.an estimated accuracy of +/- 6 seconds.
 LJ0329
 LJ0329.The orthometric height was determined by differential leveling and
 LJ0329.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0329.in June 1991.
 LJ0329
 LJ0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0329.GEOID18 height accuracy estimate available here.
 LJ0329
 LJ0329.Click photographs - Photos may exist for this station.
 LJ0329
 LJ0329.The dynamic height is computed by dividing the NAVD 88
 LJ0329.geopotential number by the normal gravity value computed on the
 LJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0329.degrees latitude (g = 980.6199 gals.).
 LJ0329
 LJ0329.The modeled gravity was interpolated from observed gravity values.
 LJ0329
 LJ0329;                    North         East    Units  Estimated Accuracy
 LJ0329;SPC NE       -   114,390.      499,880.      MT  (+/- 180 meters Scaled)
 LJ0329
 LJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML156240(NAD 83)
 LJ0329
 LJ0329                          SUPERSEDED SURVEY CONTROL
 LJ0329
 LJ0329  NGVD 29 (02/14/92)  759.910  (m)         2493.14   (f) ADJUSTED    1 2
 LJ0329  NGVD 29 (??/??/87)  759.910  (m)         2493.14   (f) SUPERSEDED  1 2
 LJ0329
 LJ0329.Superseded values are not recommended for survey control.
 LJ0329
 LJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0329.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0329
 LJ0329_MARKER: DB = BENCH MARK DISK
 LJ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0329_STAMPING: P 320 1950
 LJ0329_MARK LOGO: CGS
 LJ0329_PROJECTION: RECESSED 3 CENTIMETERS
 LJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0329+STABILITY: SURFACE MOTION
 LJ0329
 LJ0329  HISTORY     - Date     Condition        Report By
 LJ0329  HISTORY     - 1950     MONUMENTED       CGS
 LJ0329  HISTORY     - 1986     GOOD             NGS
 LJ0329
 LJ0329                          STATION DESCRIPTION
 LJ0329
 LJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0329'0.9 MI NW FROM COZAD.
 LJ0329'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0329'RAILROAD STATION AT COZAD, AT THE MAIN ENTRANCE TO THE COZAD
 LJ0329'AIRPORT, IN THE SOUTHEAST CORNER OF THE ROSE MOTEL PARK, 86
 LJ0329'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET WEST
 LJ0329'OF THE CENTER OF THE MAIN ENTRANCE TO THE AIRPORT, 79 FEET
 LJ0329'EAST OF A TELEPHONE POLE, 40 FEET NORTHWEST OF THE NORTHWEST
 LJ0329'CORNER OF A SMALL WOODEN BRIDGE, 13 FEET NORTH OF A WITNESS
 LJ0329'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LJ0329'THE GROUND.
 LJ0329
 LJ0329                          STATION RECOVERY (1986)
 LJ0329
 LJ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0329'RECOVERED IN GOOD CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE EXCEPT
 LJ0329'OMIT--43.0 FEET WEST OF THE CENTER OF THE MAIN AIRPORT ENTRANCE ROAD,
 LJ0329'ADD--11.7 METERS (38.5 FT) WEST OF THE CENTER OF THE MAIN AIRPORT
 LJ0329'ENTRANCE ROAD AND 5.3 METERS (17.5 FT) WEST-SOUTHWEST OF THE SOUTH
 LJ0329'EVERGREEN TREE IN THE EAST ROW OF TREES.
 LJ0329'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0293 ***********************************************************************
 ML0293  DESIGNATION -  P 323
 ML0293  PID         -  ML0293
 ML0293  STATE/COUNTY-  NE/SHERMAN
 ML0293  COUNTRY     -  US
 ML0293  USGS QUAD   -  LOUP CITY (2017)
 ML0293
 ML0293                         *CURRENT SURVEY CONTROL
 ML0293  ______________________________________________________________________
 ML0293* NAD 83(1986) POSITION- 41 17 17.     (N) 098 58 22.     (W)   SCALED
 ML0293* NAVD 88 ORTHO HEIGHT -   638.619 (meters)     2095.20  (feet) ADJUSTED
 ML0293  ______________________________________________________________________
 ML0293  GEOID HEIGHT    -        -23.933 (meters)                     GEOID18
 ML0293  DYNAMIC HEIGHT  -        638.291 (meters)     2094.13  (feet) COMP
 ML0293  MODELED GRAVITY -    980,089.4   (mgal)                       NAVD 88
 ML0293
 ML0293  VERT ORDER      -  FIRST     CLASS II
 ML0293
 ML0293.The horizontal coordinates were scaled from a map and have
 ML0293.an estimated accuracy of +/- 6 seconds.
 ML0293
 ML0293.The orthometric height was determined by differential leveling and
 ML0293.adjusted by the NATIONAL GEODETIC SURVEY
 ML0293.in June 1991.
 ML0293
 ML0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0293.GEOID18 height accuracy estimate available here.
 ML0293
 ML0293.Click photographs - Photos may exist for this station.
 ML0293
 ML0293.The dynamic height is computed by dividing the NAVD 88
 ML0293.geopotential number by the normal gravity value computed on the
 ML0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0293.degrees latitude (g = 980.6199 gals.).
 ML0293
 ML0293.The modeled gravity was interpolated from observed gravity values.
 ML0293
 ML0293;                    North         East    Units  Estimated Accuracy
 ML0293;SPC NE       -   162,020.      586,020.      MT  (+/- 180 meters Scaled)
 ML0293
 ML0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL022707(NAD 83)
 ML0293
 ML0293                          SUPERSEDED SURVEY CONTROL
 ML0293
 ML0293  NGVD 29 (??/??/92)  638.373  (m)         2094.40   (f) ADJ UNCH    1 2
 ML0293
 ML0293.Superseded values are not recommended for survey control.
 ML0293
 ML0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0293.See file dsdata.pdf to determine how the superseded data were derived.
 ML0293
 ML0293_MARKER: DB = BENCH MARK DISK
 ML0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0293_STAMPING: P 323 1950
 ML0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0293+STABILITY: SURFACE MOTION
 ML0293
 ML0293  HISTORY     - Date     Condition        Report By
 ML0293  HISTORY     - 1950     MONUMENTED       CGS
 ML0293  HISTORY     - 20090720 MARK NOT FOUND   NEDR
 ML0293  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0293
 ML0293                          STATION DESCRIPTION
 ML0293
 ML0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0293'1.1 MI NW FROM LOUP CITY.
 ML0293'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT LOUP
 ML0293'CITY, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 58, 203 FEET
 ML0293'WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 ML0293'NORTH, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18
 ML0293'FEET SOUTHWEST OF A POWER POLE, 1.4 FEET NORTHWEST OF A WITNESS
 ML0293'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0293'ABOVE THE GROUND.
 ML0293
 ML0293                          STATION RECOVERY (2009)
 ML0293
 ML0293'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAM)
 ML0293'A ROUND CONCRETE POST BELIEVED TO BE THE MARK WAS FOUND MUTILATED
 ML0293'WITHOUT DISK. BELIEVED DESTROYED DUE TO CULTIVATION OF GROUND.
 ML0293
 ML0293                          STATION RECOVERY (2009)
 ML0293
 ML0293'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0293'MARK NOT FOUND. AREA IS CULTIVATED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0918 ***********************************************************************
 ML0918  DESIGNATION -  P 324
 ML0918  PID         -  ML0918
 ML0918  STATE/COUNTY-  NE/BLAINE
 ML0918  COUNTRY     -  US
 ML0918  USGS QUAD   -  BREWSTER SE (2017)
 ML0918
 ML0918                         *CURRENT SURVEY CONTROL
 ML0918  ______________________________________________________________________
 ML0918* NAD 83(1986) POSITION- 41 45 10.     (N) 099 45 43.     (W)   SCALED
 ML0918* NAVD 88 ORTHO HEIGHT -   762.761 (meters)     2502.49  (feet) ADJUSTED
 ML0918  ______________________________________________________________________
 ML0918  GEOID HEIGHT    -        -22.506 (meters)                     GEOID18
 ML0918  DYNAMIC HEIGHT  -        762.375 (meters)     2501.23  (feet) COMP
 ML0918  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 ML0918
 ML0918  VERT ORDER      -  SECOND    CLASS 0
 ML0918
 ML0918.The horizontal coordinates were scaled from a map and have
 ML0918.an estimated accuracy of +/- 6 seconds.
 ML0918
 ML0918.The orthometric height was determined by differential leveling and
 ML0918.adjusted by the NATIONAL GEODETIC SURVEY
 ML0918.in June 1991.
 ML0918
 ML0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0918.GEOID18 height accuracy estimate available here.
 ML0918
 ML0918.Click photographs - Photos may exist for this station.
 ML0918
 ML0918.The dynamic height is computed by dividing the NAVD 88
 ML0918.geopotential number by the normal gravity value computed on the
 ML0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0918.degrees latitude (g = 980.6199 gals.).
 ML0918
 ML0918.The modeled gravity was interpolated from observed gravity values.
 ML0918
 ML0918;                    North         East    Units  Estimated Accuracy
 ML0918;SPC NE       -   213,140.      519,790.      MT  (+/- 180 meters Scaled)
 ML0918
 ML0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM366226(NAD 83)
 ML0918
 ML0918                          SUPERSEDED SURVEY CONTROL
 ML0918
 ML0918  NGVD 29 (??/??/92)  762.478  (m)         2501.56   (f) ADJ UNCH    2 0
 ML0918
 ML0918.Superseded values are not recommended for survey control.
 ML0918
 ML0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0918.See file dsdata.pdf to determine how the superseded data were derived.
 ML0918
 ML0918_MARKER: DB = BENCH MARK DISK
 ML0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0918_STAMPING: P 324 1950
 ML0918_MARK LOGO: CGS
 ML0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0918+STABILITY: SURFACE MOTION
 ML0918
 ML0918  HISTORY     - Date     Condition        Report By
 ML0918  HISTORY     - 1950     MONUMENTED       CGS
 ML0918
 ML0918                          STATION DESCRIPTION
 ML0918
 ML0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0918'3.5 MI NW FROM MILBURN.
 ML0918'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0918'MILBURN, THENCE 2.5 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0918'200 FEET NORTHEAST OF A 2 STORY WHITE FARMHOUSE, 192 FEET WEST
 ML0918'OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER LINE
 ML0918'OF A PRIVATE ROAD, AT A GATE AND CATTLE GUARD, 0.7 FOOT EAST
 ML0918'OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0918'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1534 ***********************************************************************
 MK1534  DESIGNATION -  P 325
 MK1534  PID         -  MK1534
 MK1534  STATE/COUNTY-  NE/HAMILTON
 MK1534  COUNTRY     -  US
 MK1534  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1534
 MK1534                         *CURRENT SURVEY CONTROL
 MK1534  ______________________________________________________________________
 MK1534* NAD 83(1986) POSITION- 41 04 53.     (N) 097 54 21.     (W)   SCALED
 MK1534* NAVD 88 ORTHO HEIGHT -   541.292 (meters)     1775.89  (feet) ADJUSTED
 MK1534  ______________________________________________________________________
 MK1534  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 MK1534  DYNAMIC HEIGHT  -        541.018 (meters)     1774.99  (feet) COMP
 MK1534  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 MK1534
 MK1534  VERT ORDER      -  SECOND    CLASS 0
 MK1534
 MK1534.The horizontal coordinates were scaled from a map and have
 MK1534.an estimated accuracy of +/- 6 seconds.
 MK1534
 MK1534.The orthometric height was determined by differential leveling and
 MK1534.adjusted by the NATIONAL GEODETIC SURVEY
 MK1534.in June 1991.
 MK1534
 MK1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1534.GEOID18 height accuracy estimate available here.
 MK1534
 MK1534.Click photographs - Photos may exist for this station.
 MK1534
 MK1534.The dynamic height is computed by dividing the NAVD 88
 MK1534.geopotential number by the normal gravity value computed on the
 MK1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1534.degrees latitude (g = 980.6199 gals.).
 MK1534
 MK1534.The modeled gravity was interpolated from observed gravity values.
 MK1534
 MK1534;                    North         East    Units  Estimated Accuracy
 MK1534;SPC NE       -   140,700.      675,900.      MT  (+/- 180 meters Scaled)
 MK1534
 MK1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL919483(NAD 83)
 MK1534
 MK1534                          SUPERSEDED SURVEY CONTROL
 MK1534
 MK1534  NGVD 29 (??/??/92)  541.069  (m)         1775.16   (f) ADJ UNCH    2 0
 MK1534
 MK1534.Superseded values are not recommended for survey control.
 MK1534
 MK1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1534.See file dsdata.pdf to determine how the superseded data were derived.
 MK1534
 MK1534_MARKER: DB = BENCH MARK DISK
 MK1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1534_STAMPING: P 325 1950
 MK1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1534+STABILITY: SURFACE MOTION
 MK1534
 MK1534  HISTORY     - Date     Condition        Report By
 MK1534  HISTORY     - 1950     MONUMENTED       CGS
 MK1534  HISTORY     - 1962     GOOD             USGS
 MK1534
 MK1534                          STATION DESCRIPTION
 MK1534
 MK1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1534'0.8 MI W FROM HORDVILLE.
 MK1534'1.3 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1534'AT HORDVILLE, AT A ROAD CROSSING, 73 FEET SOUTHWEST OF THE
 MK1534'SOUTHWEST RAIL, 29 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1534'SOUTH ROAD, 21 FEET NORTH OF THE CENTER OF A GATE, 0.9 FOOT EAST
 MK1534'OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MK1534'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1534'NOTE-- 2100 FEET NW ALONG RR FROM RD. XING, 1120 FEET SE OF
 MK1534'MILEPOST 70, 42.4 FEET S OF TRACK.
 MK1534
 MK1534                          STATION RECOVERY (1962)
 MK1534
 MK1534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1511 ***********************************************************************
 MK1511  DESIGNATION -  P 326
 MK1511  PID         -  MK1511
 MK1511  STATE/COUNTY-  NE/POLK
 MK1511  COUNTRY     -  US
 MK1511  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1511
 MK1511                         *CURRENT SURVEY CONTROL
 MK1511  ______________________________________________________________________
 MK1511* NAD 83(1986) POSITION- 41 15 26.     (N) 097 32 29.     (W)   SCALED
 MK1511* NAVD 88 ORTHO HEIGHT -   484.455 (meters)     1589.42  (feet) ADJUSTED
 MK1511  ______________________________________________________________________
 MK1511  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 MK1511  DYNAMIC HEIGHT  -        484.225 (meters)     1588.66  (feet) COMP
 MK1511  MODELED GRAVITY -    980,133.1   (mgal)                       NAVD 88
 MK1511
 MK1511  VERT ORDER      -  SECOND    CLASS 0
 MK1511
 MK1511.The horizontal coordinates were scaled from a map and have
 MK1511.an estimated accuracy of +/- 6 seconds.
 MK1511
 MK1511.The orthometric height was determined by differential leveling and
 MK1511.adjusted by the NATIONAL GEODETIC SURVEY
 MK1511.in June 1991.
 MK1511
 MK1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1511.GEOID18 height accuracy estimate available here.
 MK1511
 MK1511.Click photographs - Photos may exist for this station.
 MK1511
 MK1511.The dynamic height is computed by dividing the NAVD 88
 MK1511.geopotential number by the normal gravity value computed on the
 MK1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1511.degrees latitude (g = 980.6199 gals.).
 MK1511
 MK1511.The modeled gravity was interpolated from observed gravity values.
 MK1511
 MK1511;                    North         East    Units  Estimated Accuracy
 MK1511;SPC NE       -   161,020.      705,950.      MT  (+/- 180 meters Scaled)
 MK1511
 MK1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL221683(NAD 83)
 MK1511
 MK1511                          SUPERSEDED SURVEY CONTROL
 MK1511
 MK1511  NGVD 29 (??/??/92)  484.256  (m)         1588.76   (f) ADJ UNCH    2 0
 MK1511
 MK1511.Superseded values are not recommended for survey control.
 MK1511
 MK1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1511.See file dsdata.pdf to determine how the superseded data were derived.
 MK1511
 MK1511_MARKER: DB = BENCH MARK DISK
 MK1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1511_STAMPING: P 326 1950
 MK1511_MARK LOGO: CGS
 MK1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1511+STABILITY: SURFACE MOTION
 MK1511
 MK1511  HISTORY     - Date     Condition        Report By
 MK1511  HISTORY     - 1950     MONUMENTED       CGS
 MK1511
 MK1511                          STATION DESCRIPTION
 MK1511
 MK1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1511'5.9 MI N FROM OSCEOLA.
 MK1511'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1511'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1511'0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.4 MILES NORTH
 MK1511'ALONG A GRAVELED ROAD, AT THE FOOT OF A HILL, 0.15 MILE NORTH OF A
 MK1511'FARMHOUSE, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.1
 MK1511'FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 MK1511'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1511'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1513 ***********************************************************************
 MK1513  DESIGNATION -  P 327
 MK1513  PID         -  MK1513
 MK1513  STATE/COUNTY-  NE/POLK
 MK1513  COUNTRY     -  US
 MK1513  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1513
 MK1513                         *CURRENT SURVEY CONTROL
 MK1513  ______________________________________________________________________
 MK1513* NAD 83(1986) POSITION- 41 20 14.62   (N) 097 30 07.36   (W)   HD_HELD1
 MK1513* NAVD 88 ORTHO HEIGHT -   455.095 (meters)     1493.09  (feet) ADJUSTED
 MK1513  ______________________________________________________________________
 MK1513  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 MK1513  DYNAMIC HEIGHT  -        454.892 (meters)     1492.42  (feet) COMP
 MK1513  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 MK1513
 MK1513  VERT ORDER      -  SECOND    CLASS 0
 MK1513
 MK1513.The horizontal coordinates were determined by differentially corrected
 MK1513.hand held GPS observations or other comparable positioning techniques
 MK1513.and have an estimated accuracy of +/- 3 meters.
 MK1513
 MK1513.The orthometric height was determined by differential leveling and
 MK1513.adjusted by the NATIONAL GEODETIC SURVEY
 MK1513.in June 1991.
 MK1513
 MK1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1513.GEOID18 height accuracy estimate available here.
 MK1513
 MK1513.Click photographs - Photos may exist for this station.
 MK1513
 MK1513.The dynamic height is computed by dividing the NAVD 88
 MK1513.geopotential number by the normal gravity value computed on the
 MK1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1513.degrees latitude (g = 980.6199 gals.).
 MK1513
 MK1513.The modeled gravity was interpolated from observed gravity values.
 MK1513
 MK1513;                    North         East    Units  Estimated Accuracy
 MK1513;SPC NE       -   170,008.2     708,991.0     MT  (+/- 3 meters HH1 GPS) 
 MK1513
 MK1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2533777294(NAD 83)
 MK1513
 MK1513                          SUPERSEDED SURVEY CONTROL
 MK1513
 MK1513  NGVD 29 (??/??/92)  454.908  (m)         1492.48   (f) ADJ UNCH    2 0
 MK1513
 MK1513.Superseded values are not recommended for survey control.
 MK1513
 MK1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1513.See file dsdata.pdf to determine how the superseded data were derived.
 MK1513
 MK1513_MARKER: DB = BENCH MARK DISK
 MK1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1513_STAMPING: P 327 1950
 MK1513_MARK LOGO: CGS
 MK1513_PROJECTION: FLUSH
 MK1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1513+STABILITY: SURFACE MOTION
 MK1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1513+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2022
 MK1513
 MK1513  HISTORY     - Date     Condition        Report By
 MK1513  HISTORY     - 1950     MONUMENTED       CGS
 MK1513  HISTORY     - 20201230 SEE DESCRIPTION  NEGS
 MK1513  HISTORY     - 20221128 GOOD             NEPPD
 MK1513
 MK1513                          STATION DESCRIPTION
 MK1513
 MK1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1513'4 MI S FROM DUNCAN.
 MK1513'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1513'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1513'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A T ROAD
 MK1513'JUNCTION, 250 FEET SOUTHEAST OF A BRIDGE OVER THE SOUTH CHANNEL
 MK1513'OF THE PLATTE RIVER, 163 FEET EAST OF THE CENTER LINE OF A NORTH
 MK1513'AND SOUTH ROAD, 84 FEET WEST OF A FENCE CORNER, 32 FEET NORTH
 MK1513'OF THE CENTER LINE OF A ROAD LEADING EAST, 0.9 FOOT SOUTH OF A
 MK1513'FENCE, 2.1 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1513'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1513
 MK1513                          STATION RECOVERY (2020)
 MK1513
 MK1513'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 MK1513'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND NE. HIGHWAY 64
 MK1513'APPROXIMATELY 7.0 MI (11.3 KM) SOUTH OF COLUMBUS, NE., GO WEST ON
 MK1513'COUNTY ROAD 141 APPROXIMATELY 7.0 MI (11.3 KM) TO A T INTERSECTION
 MK1513'WITH COUNTY ROAD Q.  THE MARK IS LOCATED IN THE NORTHEAST CORNER OF
 MK1513'THE INTERSECTION APPROXIMATELY 167.0 FT (50.9 M) WEST OF THE
 MK1513'CENTERLINE OF COUNTY ROAD Q, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE
 MK1513'OF 141ST COUNTY ROAD, 9.6 FT (2.9 M) EAST-SOUTHEAST OF A BENT NAIL IN
 MK1513'THE TOP OF A FENCE POST AND 0.8 FT (24 CM) SOUTH OF THE BOTTOM OF A
 MK1513'STEEL FENCE POST.  THE MARK SLANTED SLIGHTLY AND APPEARS TO HAVE BEEN
 MK1513'DISTURBED (SEE PHOTO).
 MK1513
 MK1513                          STATION RECOVERY (2022)
 MK1513
 MK1513'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0583 ***********************************************************************
 ML0583  DESIGNATION -  P 328
 ML0583  PID         -  ML0583
 ML0583  STATE/COUNTY-  NE/CUSTER
 ML0583  COUNTRY     -  US
 ML0583  USGS QUAD   -  SARGENT SE (2017)
 ML0583
 ML0583                         *CURRENT SURVEY CONTROL
 ML0583  ______________________________________________________________________
 ML0583* NAD 83(1986) POSITION- 41 36 27.     (N) 099 17 31.     (W)   SCALED
 ML0583* NAVD 88 ORTHO HEIGHT -   693.610 (meters)     2275.62  (feet) ADJUSTED
 ML0583  ______________________________________________________________________
 ML0583  GEOID HEIGHT    -        -23.261 (meters)                     GEOID18
 ML0583  DYNAMIC HEIGHT  -        693.268 (meters)     2274.50  (feet) COMP
 ML0583  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 ML0583
 ML0583  VERT ORDER      -  FIRST     CLASS II
 ML0583
 ML0583.The horizontal coordinates were scaled from a map and have
 ML0583.an estimated accuracy of +/- 6 seconds.
 ML0583
 ML0583.The orthometric height was determined by differential leveling and
 ML0583.adjusted by the NATIONAL GEODETIC SURVEY
 ML0583.in June 1991.
 ML0583
 ML0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0583.GEOID18 height accuracy estimate available here.
 ML0583
 ML0583.Click photographs - Photos may exist for this station.
 ML0583
 ML0583.The dynamic height is computed by dividing the NAVD 88
 ML0583.geopotential number by the normal gravity value computed on the
 ML0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0583.degrees latitude (g = 980.6199 gals.).
 ML0583
 ML0583.The modeled gravity was interpolated from observed gravity values.
 ML0583
 ML0583;                    North         East    Units  Estimated Accuracy
 ML0583;SPC NE       -   197,220.      559,000.      MT  (+/- 180 meters Scaled)
 ML0583
 ML0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM756062(NAD 83)
 ML0583
 ML0583                          SUPERSEDED SURVEY CONTROL
 ML0583
 ML0583  NGVD 29 (??/??/92)  693.362  (m)         2274.81   (f) ADJ UNCH    1 2
 ML0583
 ML0583.Superseded values are not recommended for survey control.
 ML0583
 ML0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0583.See file dsdata.pdf to determine how the superseded data were derived.
 ML0583
 ML0583_MARKER: DB = BENCH MARK DISK
 ML0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0583_STAMPING: P 328 1950
 ML0583_MARK LOGO: CGS
 ML0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0583+STABILITY: SURFACE MOTION
 ML0583
 ML0583  HISTORY     - Date     Condition        Report By
 ML0583  HISTORY     - 1950     MONUMENTED       CGS
 ML0583
 ML0583                          STATION DESCRIPTION
 ML0583
 ML0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0583'4.3 MI SE FROM SARGENT.
 ML0583'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0583'RAILROAD FROM THE STATION AT SARGENT, 0.2 MILE SOUTHEAST OF
 ML0583'MILEPOST 69, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET
 ML0583'NORTHWEST OF THE CENTER OF A GATE, 26 FEET NORTHWEST OF THE
 ML0583'CENTER OF A PRIVATE ROAD CROSSING, 1 FOOT SOUTHWEST OF A FENCE,
 ML0583'1.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0583'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1346 ***********************************************************************
 MK1346  DESIGNATION -  P 329
 MK1346  PID         -  MK1346
 MK1346  STATE/COUNTY-  NE/BUTLER
 MK1346  COUNTRY     -  US
 MK1346  USGS QUAD   -  SCHUYLER (2017)
 MK1346
 MK1346                         *CURRENT SURVEY CONTROL
 MK1346  ______________________________________________________________________
 MK1346* NAD 83(1986) POSITION- 41 22 47.75   (N) 097 04 52.76   (W)   HD_HELD1
 MK1346* NAVD 88 ORTHO HEIGHT -   421.263 (meters)     1382.09  (feet) ADJUSTED
 MK1346  ______________________________________________________________________
 MK1346  GEOID HEIGHT    -        -25.846 (meters)                     GEOID18
 MK1346  DYNAMIC HEIGHT  -        421.076 (meters)     1381.48  (feet) COMP
 MK1346  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 MK1346
 MK1346  VERT ORDER      -  SECOND    CLASS 0
 MK1346
 MK1346.The horizontal coordinates were determined by differentially corrected
 MK1346.hand held GPS observations or other comparable positioning techniques
 MK1346.and have an estimated accuracy of +/- 3 meters.
 MK1346
 MK1346.The orthometric height was determined by differential leveling and
 MK1346.adjusted by the NATIONAL GEODETIC SURVEY
 MK1346.in June 1991.
 MK1346
 MK1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1346.GEOID18 height accuracy estimate available here.
 MK1346
 MK1346.Click photographs - Photos may exist for this station.
 MK1346
 MK1346.The dynamic height is computed by dividing the NAVD 88
 MK1346.geopotential number by the normal gravity value computed on the
 MK1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1346.degrees latitude (g = 980.6199 gals.).
 MK1346
 MK1346.The modeled gravity was interpolated from observed gravity values.
 MK1346
 MK1346;                    North         East    Units  Estimated Accuracy
 MK1346;SPC NE       -   175,830.6     744,018.9     MT  (+/- 3 meters HH1 GPS) 
 MK1346
 MK1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6043782710(NAD 83)
 MK1346
 MK1346                          SUPERSEDED SURVEY CONTROL
 MK1346
 MK1346  NGVD 29 (??/??/92)  421.094  (m)         1381.54   (f) ADJ UNCH    2 0
 MK1346
 MK1346.Superseded values are not recommended for survey control.
 MK1346
 MK1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1346.See file dsdata.pdf to determine how the superseded data were derived.
 MK1346
 MK1346_MARKER: DB = BENCH MARK DISK
 MK1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1346_STAMPING: P 329 1950
 MK1346_MARK LOGO: CGS
 MK1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1346+STABILITY: SURFACE MOTION
 MK1346
 MK1346  HISTORY     - Date     Condition        Report By
 MK1346  HISTORY     - 1950     MONUMENTED       CGS
 MK1346  HISTORY     - 20100510 GOOD             INDIV
 MK1346
 MK1346                          STATION DESCRIPTION
 MK1346
 MK1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1346'5.6 MI SW FROM SCHUYLER.
 MK1346'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1346'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1346'1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF RALPH
 MK1346'PAPA, 115 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 MK1346'SOUTH, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE,
 MK1346'41 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14
 MK1346'FEET EAST OF A 16 INCH MAPLE TREE, 15 FEET WEST OF THE CENTER
 MK1346'OF AN IRON FRAME GATE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF
 MK1346'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1346'0.2 FOOT ABOVE THE GROUND.
 MK1346
 MK1346                          STATION RECOVERY (2010)
 MK1346
 MK1346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK1346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0187 ***********************************************************************
 ML0187  DESIGNATION -  P 332
 ML0187  PID         -  ML0187
 ML0187  STATE/COUNTY-  NE/MERRICK
 ML0187  COUNTRY     -  US
 ML0187  USGS QUAD   -  ARCHER (2017)
 ML0187
 ML0187                         *CURRENT SURVEY CONTROL
 ML0187  ______________________________________________________________________
 ML0187* NAD 83(1986) POSITION- 41 12 08.     (N) 098 13 54.     (W)   SCALED
 ML0187* NAVD 88 ORTHO HEIGHT -   552.794 (meters)     1813.63  (feet) ADJUSTED
 ML0187  ______________________________________________________________________
 ML0187  GEOID HEIGHT    -        -24.854 (meters)                     GEOID18
 ML0187  DYNAMIC HEIGHT  -        552.525 (meters)     1812.74  (feet) COMP
 ML0187  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 ML0187
 ML0187  VERT ORDER      -  SECOND    CLASS 0
 ML0187
 ML0187.The horizontal coordinates were scaled from a map and have
 ML0187.an estimated accuracy of +/- 6 seconds.
 ML0187
 ML0187.The orthometric height was determined by differential leveling and
 ML0187.adjusted by the NATIONAL GEODETIC SURVEY
 ML0187.in June 1991.
 ML0187
 ML0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0187.GEOID18 height accuracy estimate available here.
 ML0187
 ML0187.Click photographs - Photos may exist for this station.
 ML0187
 ML0187.The dynamic height is computed by dividing the NAVD 88
 ML0187.geopotential number by the normal gravity value computed on the
 ML0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0187.degrees latitude (g = 980.6199 gals.).
 ML0187
 ML0187.The modeled gravity was interpolated from observed gravity values.
 ML0187
 ML0187;                    North         East    Units  Estimated Accuracy
 ML0187;SPC NE       -   153,500.      648,260.      MT  (+/- 180 meters Scaled)
 ML0187
 ML0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL644614(NAD 83)
 ML0187
 ML0187                          SUPERSEDED SURVEY CONTROL
 ML0187
 ML0187  NGVD 29 (??/??/92)  552.561  (m)         1812.86   (f) ADJ UNCH    2 0
 ML0187
 ML0187.Superseded values are not recommended for survey control.
 ML0187
 ML0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0187.See file dsdata.pdf to determine how the superseded data were derived.
 ML0187
 ML0187_MARKER: DB = BENCH MARK DISK
 ML0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0187_STAMPING: P 332 1950
 ML0187_MARK LOGO: CGS
 ML0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0187+STABILITY: SURFACE MOTION
 ML0187
 ML0187  HISTORY     - Date     Condition        Report By
 ML0187  HISTORY     - 1950     MONUMENTED       CGS
 ML0187
 ML0187                          STATION DESCRIPTION
 ML0187
 ML0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0187'2 MI SE FROM PALMER.
 ML0187'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0187'RAILROAD FROM THE STATION AT PALMER, AT A ROAD CROSSING, 44 FEET
 ML0187'NORTHEAST OF THE NORTHEAST RAIL, 38 FEET EAST OF THE CENTER LINE
 ML0187'OF A SANDY TRACK ROAD, 16.4 FEET SOUTHEAST OF A POWER POLE,
 ML0187'2.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 ML0187'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 ML0187'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1553 ***********************************************************************
 MK1553  DESIGNATION -  P 333
 MK1553  PID         -  MK1553
 MK1553  STATE/COUNTY-  NE/HAMILTON
 MK1553  COUNTRY     -  US
 MK1553  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1553
 MK1553                         *CURRENT SURVEY CONTROL
 MK1553  ______________________________________________________________________
 MK1553* NAD 83(1986) POSITION- 41 04 31.     (N) 097 53 17.     (W)   SCALED
 MK1553* NAVD 88 ORTHO HEIGHT -   539.825 (meters)     1771.08  (feet) ADJUSTED
 MK1553  ______________________________________________________________________
 MK1553  GEOID HEIGHT    -        -25.529 (meters)                     GEOID18
 MK1553  DYNAMIC HEIGHT  -        539.551 (meters)     1770.18  (feet) COMP
 MK1553  MODELED GRAVITY -    980,099.5   (mgal)                       NAVD 88
 MK1553
 MK1553  VERT ORDER      -  SECOND    CLASS 0
 MK1553
 MK1553.The horizontal coordinates were scaled from a map and have
 MK1553.an estimated accuracy of +/- 6 seconds.
 MK1553
 MK1553.The orthometric height was determined by differential leveling and
 MK1553.adjusted by the NATIONAL GEODETIC SURVEY
 MK1553.in June 1991.
 MK1553
 MK1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1553.GEOID18 height accuracy estimate available here.
 MK1553
 MK1553.Click photographs - Photos may exist for this station.
 MK1553
 MK1553.The dynamic height is computed by dividing the NAVD 88
 MK1553.geopotential number by the normal gravity value computed on the
 MK1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1553.degrees latitude (g = 980.6199 gals.).
 MK1553
 MK1553.The modeled gravity was interpolated from observed gravity values.
 MK1553
 MK1553;                    North         East    Units  Estimated Accuracy
 MK1553;SPC NE       -   140,060.      677,410.      MT  (+/- 180 meters Scaled)
 MK1553
 MK1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL934477(NAD 83)
 MK1553
 MK1553                          SUPERSEDED SURVEY CONTROL
 MK1553
 MK1553  NGVD 29 (??/??/92)  539.604  (m)         1770.35   (f) ADJ UNCH    2 0
 MK1553
 MK1553.Superseded values are not recommended for survey control.
 MK1553
 MK1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1553.See file dsdata.pdf to determine how the superseded data were derived.
 MK1553
 MK1553_MARKER: DB = BENCH MARK DISK
 MK1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1553_SP_SET: CULVERT
 MK1553_STAMPING: P 333 1950
 MK1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1553
 MK1553  HISTORY     - Date     Condition        Report By
 MK1553  HISTORY     - 1950     MONUMENTED       CGS
 MK1553
 MK1553                          STATION DESCRIPTION
 MK1553
 MK1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1553'0.2 MI S FROM HOARDVILLE.
 MK1553'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1553'RAILROAD STATION AT HOARDVILLE, 67 FEET SOUTHEAST OF THE
 MK1553'SOUTHEAST CORNER OF THE GUST SEAQUIST FILLING STATION, 41 FEET
 MK1553'WEST OF THE CENTER LINE OF A GRAVELED STREET LEADING NORTH, 24
 MK1553'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 66, 12 FEET
 MK1553'SOUTHEAST OF A WALNUT TREE, SET IN THE TOP OF THE SOUTHWEST END
 MK1553'OF THE SOUTHWEST WINGWALL OF A CONCRETE CULVERT, LEVEL WITH THE
 MK1553'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1554 ***********************************************************************
 MK1554  DESIGNATION -  P 333 RESET
 MK1554  PID         -  MK1554
 MK1554  STATE/COUNTY-  NE/HAMILTON
 MK1554  COUNTRY     -  US
 MK1554  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1554
 MK1554                         *CURRENT SURVEY CONTROL
 MK1554  ______________________________________________________________________
 MK1554* NAD 83(1986) POSITION- 41 04 32.     (N) 097 53 18.     (W)   SCALED
 MK1554* NAVD 88 ORTHO HEIGHT -   539.95  (meters)     1771.5   (feet) RESET
 MK1554  ______________________________________________________________________
 MK1554  GEOID HEIGHT    -        -25.528 (meters)                     GEOID18
 MK1554  VERT ORDER      -  THIRD
 MK1554
 MK1554.The horizontal coordinates were scaled from a map and have
 MK1554.an estimated accuracy of +/- 6 seconds.
 MK1554
 MK1554.The orthometric height was computed from unverified reset data.
 MK1554
 MK1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1554.GEOID18 height accuracy estimate available here.
 MK1554
 MK1554.Click photographs - Photos may exist for this station.
 MK1554
 MK1554;                    North         East    Units  Estimated Accuracy
 MK1554;SPC NE       -   140,090.      677,390.      MT  (+/- 180 meters Scaled)
 MK1554
 MK1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL933477(NAD 83)
 MK1554
 MK1554                          SUPERSEDED SURVEY CONTROL
 MK1554
 MK1554  NGVD 29 (??/??/??)  539.73   (m)         1770.8    (f) RESET       3  
 MK1554
 MK1554.Superseded values are not recommended for survey control.
 MK1554
 MK1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1554.See file dsdata.pdf to determine how the superseded data were derived.
 MK1554
 MK1554_MARKER: DB = BENCH MARK DISK
 MK1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1554_STAMPING: P 333 RESET 1957
 MK1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1554+STABILITY: SURFACE MOTION
 MK1554
 MK1554  HISTORY     - Date     Condition        Report By
 MK1554  HISTORY     - 1957     MONUMENTED       NEDR
 MK1554  HISTORY     - 1961     GOOD             USGS
 MK1554
 MK1554                          STATION DESCRIPTION
 MK1554
 MK1554'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1554'0.2 MI S FROM HOARDVILLE.
 MK1554'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1554'RAILROAD STATION AT HOARDVILLE, 67 FEET SOUTHEAST OF THE
 MK1554'SOUTHEAST CORNER OF THE GUST SEAQUIST FILLING STATION, AND 12
 MK1554'FEET SOUTHEAST OF A WALNUT TREE, AND SET IN THE TOP OF THE
 MK1554'SOUTHWEST END OF THE SOUTHWEST WINGWALL OF A CONCRETE CULVERT.
 MK1554'72.5 FEET NORTH AND EAST OF THE ORIGINAL DISK AS DESCRIBED ABOVE,
 MK1554'29 FEET WEST OF THE CENTERLINE OF THE GRAVELED STREET AND LEADING
 MK1554'NORTH, 92 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 66 AND
 MK1554'5.5 FEET EAST OF A WALNUT TREE.  A STANDARD DISK, STAMPED P 333
 MK1554'RESET 1957 AND SET IN A CONCRETE MONUMENT, 1 FOOT SQUARE
 MK1554'PROJECTING 0.25 FOOT.
 MK1554
 MK1554                          STATION RECOVERY (1961)
 MK1554
 MK1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0161 ***********************************************************************
 LH0161  DESIGNATION -  P 334
 LH0161  PID         -  LH0161
 LH0161  STATE/COUNTY-  NE/HAMILTON
 LH0161  COUNTRY     -  US
 LH0161  USGS QUAD   -  MURPHY (2017)
 LH0161
 LH0161                         *CURRENT SURVEY CONTROL
 LH0161  ______________________________________________________________________
 LH0161* NAD 83(1986) POSITION- 40 56 29.     (N) 098 04 28.     (W)   SCALED
 LH0161* NAVD 88 ORTHO HEIGHT -   559.579 (meters)     1835.89  (feet) ADJUSTED
 LH0161  ______________________________________________________________________
 LH0161  GEOID HEIGHT    -        -25.406 (meters)                     GEOID18
 LH0161  DYNAMIC HEIGHT  -        559.289 (meters)     1834.93  (feet) COMP
 LH0161  MODELED GRAVITY -    980,088.6   (mgal)                       NAVD 88
 LH0161
 LH0161  VERT ORDER      -  SECOND    CLASS 0
 LH0161
 LH0161.The horizontal coordinates were scaled from a map and have
 LH0161.an estimated accuracy of +/- 6 seconds.
 LH0161
 LH0161.The orthometric height was determined by differential leveling and
 LH0161.adjusted by the NATIONAL GEODETIC SURVEY
 LH0161.in June 1991.
 LH0161
 LH0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0161.GEOID18 height accuracy estimate available here.
 LH0161
 LH0161.Click photographs - Photos may exist for this station.
 LH0161
 LH0161.The dynamic height is computed by dividing the NAVD 88
 LH0161.geopotential number by the normal gravity value computed on the
 LH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0161.degrees latitude (g = 980.6199 gals.).
 LH0161
 LH0161.The modeled gravity was interpolated from observed gravity values.
 LH0161
 LH0161;                    North         East    Units  Estimated Accuracy
 LH0161;SPC NE       -   124,830.      662,090.      MT  (+/- 180 meters Scaled)
 LH0161
 LH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779326(NAD 83)
 LH0161
 LH0161                          SUPERSEDED SURVEY CONTROL
 LH0161
 LH0161  NGVD 29 (??/??/92)  559.345  (m)         1835.12   (f) ADJ UNCH    2 0
 LH0161
 LH0161.Superseded values are not recommended for survey control.
 LH0161
 LH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0161.See file dsdata.pdf to determine how the superseded data were derived.
 LH0161
 LH0161_MARKER: DB = BENCH MARK DISK
 LH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0161_STAMPING: P 334 1950
 LH0161_MARK LOGO: CGS
 LH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0161+STABILITY: SURFACE MOTION
 LH0161
 LH0161  HISTORY     - Date     Condition        Report By
 LH0161  HISTORY     - 1950     MONUMENTED       CGS
 LH0161  HISTORY     - 1976     POOR             LOCENG
 LH0161
 LH0161                          STATION DESCRIPTION
 LH0161
 LH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0161'7.6 MI SW FROM MARQUETTE.
 LH0161'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0161'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0161'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 LH0161'A GRAVELED ROAD, 0.15 MILE SOUTH OF DISTRICT 17 SCHOOL WHICH IS
 LH0161'AT A ROAD INTERSECTION, AT THE NORTHEAST CORNER OF THE ELGE
 LH0161'AIRPORT, 48 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0161'ROAD, 16 FEET SOUTH OF THE CENTER OF A DRIVE LEADING WEST TO THE
 LH0161'AIRPORT, 11.4 FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A WOVEN
 LH0161'WIRE FENCE, 1.1 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0161'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LH0161
 LH0161                          STATION RECOVERY (1976)
 LH0161
 LH0161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 LH0161'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0083 ***********************************************************************
 ML0083  DESIGNATION -  P 335
 ML0083  PID         -  ML0083
 ML0083  STATE/COUNTY-  NE/GREELEY
 ML0083  COUNTRY     -  US
 ML0083  USGS QUAD   -  SPALDING (2017)
 ML0083
 ML0083                         *CURRENT SURVEY CONTROL
 ML0083  ______________________________________________________________________
 ML0083* NAD 83(1986) POSITION- 41 40 53.     (N) 098 22 05.     (W)   SCALED
 ML0083* NAVD 88 ORTHO HEIGHT -   572.740 (meters)     1879.06  (feet) ADJUSTED
 ML0083  ______________________________________________________________________
 ML0083  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 ML0083  DYNAMIC HEIGHT  -        572.466 (meters)     1878.17  (feet) COMP
 ML0083  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 ML0083
 ML0083  VERT ORDER      -  SECOND    CLASS 0
 ML0083
 ML0083.The horizontal coordinates were scaled from a map and have
 ML0083.an estimated accuracy of +/- 6 seconds.
 ML0083
 ML0083.The orthometric height was determined by differential leveling and
 ML0083.adjusted by the NATIONAL GEODETIC SURVEY
 ML0083.in June 1991.
 ML0083
 ML0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0083.GEOID18 height accuracy estimate available here.
 ML0083
 ML0083.Click photographs - Photos may exist for this station.
 ML0083
 ML0083.The dynamic height is computed by dividing the NAVD 88
 ML0083.geopotential number by the normal gravity value computed on the
 ML0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0083.degrees latitude (g = 980.6199 gals.).
 ML0083
 ML0083.The modeled gravity was interpolated from observed gravity values.
 ML0083
 ML0083;                    North         East    Units  Estimated Accuracy
 ML0083;SPC NE       -   206,460.      635,830.      MT  (+/- 180 meters Scaled)
 ML0083
 ML0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM525145(NAD 83)
 ML0083
 ML0083                          SUPERSEDED SURVEY CONTROL
 ML0083
 ML0083  NGVD 29 (??/??/92)  572.498  (m)         1878.27   (f) ADJ UNCH    2 0
 ML0083
 ML0083.Superseded values are not recommended for survey control.
 ML0083
 ML0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0083.See file dsdata.pdf to determine how the superseded data were derived.
 ML0083
 ML0083_MARKER: DB = BENCH MARK DISK
 ML0083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0083_SP_SET: SIPHON HEADWALL
 ML0083_STAMPING: P 335 1950
 ML0083_MARK LOGO: CGS
 ML0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0083+STABILITY: SURFACE MOTION
 ML0083
 ML0083  HISTORY     - Date     Condition        Report By
 ML0083  HISTORY     - 1950     MONUMENTED       CGS
 ML0083
 ML0083                          STATION DESCRIPTION
 ML0083
 ML0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0083'AT SPALDING.
 ML0083'AT SPALDING, 0.6 MILE SOUTH ALONG STATE HIGHWAY 101 FROM THE
 ML0083'JUNCTION OF STATE HIGHWAYS 101 AND 91, 15 FEET EAST OF THE CENTER
 ML0083'LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF A ROAD
 ML0083'LEADING TO A POWER PLANT, 2.9 FEET ABOVE THE LEVEL OF THE ROAD,
 ML0083'SET IN THE TOP OF THE NORTH END OF THE EAST WALL OF A SIPHON
 ML0083'AT THE POWER PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1525 ***********************************************************************
 MK1525  DESIGNATION -  P 336
 MK1525  PID         -  MK1525
 MK1525  STATE/COUNTY-  NE/POLK
 MK1525  COUNTRY     -  US
 MK1525  USGS QUAD   -  DURANT (2017)
 MK1525
 MK1525                         *CURRENT SURVEY CONTROL
 MK1525  ______________________________________________________________________
 MK1525* NAD 83(1986) POSITION- 41 05 39.     (N) 097 39 20.     (W)   SCALED
 MK1525* NAVD 88 ORTHO HEIGHT -   515.659 (meters)     1691.79  (feet) ADJUSTED
 MK1525  ______________________________________________________________________
 MK1525  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 MK1525  DYNAMIC HEIGHT  -        515.403 (meters)     1690.95  (feet) COMP
 MK1525  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 MK1525
 MK1525  VERT ORDER      -  SECOND    CLASS 0
 MK1525
 MK1525.The horizontal coordinates were scaled from a map and have
 MK1525.an estimated accuracy of +/- 6 seconds.
 MK1525
 MK1525.The orthometric height was determined by differential leveling and
 MK1525.adjusted by the NATIONAL GEODETIC SURVEY
 MK1525.in June 1991.
 MK1525
 MK1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1525.GEOID18 height accuracy estimate available here.
 MK1525
 MK1525.Click photographs - Photos may exist for this station.
 MK1525
 MK1525.The dynamic height is computed by dividing the NAVD 88
 MK1525.geopotential number by the normal gravity value computed on the
 MK1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1525.degrees latitude (g = 980.6199 gals.).
 MK1525
 MK1525.The modeled gravity was interpolated from observed gravity values.
 MK1525
 MK1525;                    North         East    Units  Estimated Accuracy
 MK1525;SPC NE       -   142,660.      696,880.      MT  (+/- 180 meters Scaled)
 MK1525
 MK1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL129500(NAD 83)
 MK1525
 MK1525                          SUPERSEDED SURVEY CONTROL
 MK1525
 MK1525  NGVD 29 (??/??/92)  515.454  (m)         1691.12   (f) ADJ UNCH    2 0
 MK1525
 MK1525.Superseded values are not recommended for survey control.
 MK1525
 MK1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1525.See file dsdata.pdf to determine how the superseded data were derived.
 MK1525
 MK1525_MARKER: DB = BENCH MARK DISK
 MK1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1525_STAMPING: P 336 1950
 MK1525_MARK LOGO: CGS
 MK1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1525+STABILITY: SURFACE MOTION
 MK1525
 MK1525  HISTORY     - Date     Condition        Report By
 MK1525  HISTORY     - 1950     MONUMENTED       CGS
 MK1525
 MK1525                          STATION DESCRIPTION
 MK1525
 MK1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1525'3.3 MI W FROM STROMSBURG.
 MK1525'3.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1525'AT STROMSBURG, AT A ROAD CROSSING, 0.3 MILE WEST OF MILEPOST 56,
 MK1525'55.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 35 FEET WEST
 MK1525'OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 33 FEET
 MK1525'NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 2.6
 MK1525'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST,
 MK1525'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MK1525'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1248 ***********************************************************************
 MK1248  DESIGNATION -  P 337
 MK1248  PID         -  MK1248
 MK1248  STATE/COUNTY-  NE/PLATTE
 MK1248  COUNTRY     -  US
 MK1248  USGS QUAD   -  COLUMBUS (2017)
 MK1248
 MK1248                         *CURRENT SURVEY CONTROL
 MK1248  ______________________________________________________________________
 MK1248* NAD 83(1986) POSITION- 41 25 51.     (N) 097 18 38.     (W)   SCALED
 MK1248* NAVD 88 ORTHO HEIGHT -   436.760 (meters)     1432.94  (feet) ADJUSTED
 MK1248  ______________________________________________________________________
 MK1248  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 MK1248  DYNAMIC HEIGHT  -        436.570 (meters)     1432.31  (feet) COMP
 MK1248  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 MK1248
 MK1248  VERT ORDER      -  SECOND    CLASS 0
 MK1248
 MK1248.The horizontal coordinates were scaled from a map and have
 MK1248.an estimated accuracy of +/- 6 seconds.
 MK1248
 MK1248.The orthometric height was determined by differential leveling and
 MK1248.adjusted by the NATIONAL GEODETIC SURVEY
 MK1248.in June 1991.
 MK1248
 MK1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1248.GEOID18 height accuracy estimate available here.
 MK1248
 MK1248.Click photographs - Photos may exist for this station.
 MK1248
 MK1248.The dynamic height is computed by dividing the NAVD 88
 MK1248.geopotential number by the normal gravity value computed on the
 MK1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1248.degrees latitude (g = 980.6199 gals.).
 MK1248
 MK1248.The modeled gravity was interpolated from observed gravity values.
 MK1248
 MK1248;                    North         East    Units  Estimated Accuracy
 MK1248;SPC NE       -   180,860.      724,680.      MT  (+/- 180 meters Scaled)
 MK1248
 MK1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL411879(NAD 83)
 MK1248
 MK1248                          SUPERSEDED SURVEY CONTROL
 MK1248
 MK1248  NGVD 29 (??/??/92)  436.577  (m)         1432.34   (f) ADJ UNCH    2 0
 MK1248
 MK1248.Superseded values are not recommended for survey control.
 MK1248
 MK1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1248.See file dsdata.pdf to determine how the superseded data were derived.
 MK1248
 MK1248_MARKER: DB = BENCH MARK DISK
 MK1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1248_STAMPING: P 337 1950
 MK1248_MARK LOGO: CGS
 MK1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1248+STABILITY: SURFACE MOTION
 MK1248
 MK1248  HISTORY     - Date     Condition        Report By
 MK1248  HISTORY     - 1950     MONUMENTED       CGS
 MK1248
 MK1248                          STATION DESCRIPTION
 MK1248
 MK1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1248'2.5 MI E FROM COLUMBUS.
 MK1248'2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1248'AT COLUMBUS, AT A ROAD CROSSING, 126 FEET SOUTHWEST OF MILEPOST
 MK1248'82, 71 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 36 FEET
 MK1248'SOUTH OF A FENCE CORNER, 35 FEET WEST OF THE CENTER LINE OF A
 MK1248'NORTH AND SOUTH GRAVELED ROAD, 1.5 FEET EAST OF A FENCE, 1 FOOT
 MK1248'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1248'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0451 ***********************************************************************
 NP0451  DESIGNATION -  P 340
 NP0451  PID         -  NP0451
 NP0451  STATE/COUNTY-  NE/SIOUX
 NP0451  COUNTRY     -  US
 NP0451  USGS QUAD   -  HARRISON EAST (2017)
 NP0451
 NP0451                         *CURRENT SURVEY CONTROL
 NP0451  ______________________________________________________________________
 NP0451* NAD 83(1986) POSITION- 42 39 20.     (N) 103 46 21.     (W)   SCALED
 NP0451* NAVD 88 ORTHO HEIGHT -  1387.076 (meters)     4550.77  (feet) ADJUSTED
 NP0451  ______________________________________________________________________
 NP0451  GEOID HEIGHT    -        -16.513 (meters)                     GEOID18
 NP0451  DYNAMIC HEIGHT  -       1386.256 (meters)     4548.07  (feet) COMP
 NP0451  MODELED GRAVITY -    979,981.3   (mgal)                       NAVD 88
 NP0451
 NP0451  VERT ORDER      -  FIRST     CLASS II
 NP0451
 NP0451.The horizontal coordinates were scaled from a map and have
 NP0451.an estimated accuracy of +/- 6 seconds.
 NP0451
 NP0451.The orthometric height was determined by differential leveling and
 NP0451.adjusted by the NATIONAL GEODETIC SURVEY
 NP0451.in June 1991.
 NP0451
 NP0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0451.GEOID18 height accuracy estimate available here.
 NP0451
 NP0451.Click photographs - Photos may exist for this station.
 NP0451
 NP0451.The dynamic height is computed by dividing the NAVD 88
 NP0451.geopotential number by the normal gravity value computed on the
 NP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0451.degrees latitude (g = 980.6199 gals.).
 NP0451
 NP0451.The modeled gravity was interpolated from observed gravity values.
 NP0451
 NP0451;                    North         East    Units  Estimated Accuracy
 NP0451;SPC NE       -   320,110.      190,820.      MT  (+/- 180 meters Scaled)
 NP0451
 NP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH006232(NAD 83)
 NP0451
 NP0451                          SUPERSEDED SURVEY CONTROL
 NP0451
 NP0451  NGVD 29 (??/??/92) 1386.400  (m)         4548.55   (f) ADJ UNCH    1 2
 NP0451
 NP0451.Superseded values are not recommended for survey control.
 NP0451
 NP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0451.See file dsdata.pdf to determine how the superseded data were derived.
 NP0451
 NP0451_MARKER: DB = BENCH MARK DISK
 NP0451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0451_SP_SET: CULVERT HEADWALL
 NP0451_STAMPING: P 340 1954
 NP0451_MARK LOGO: CGS
 NP0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0451+STABILITY: SURFACE MOTION
 NP0451
 NP0451  HISTORY     - Date     Condition        Report By
 NP0451  HISTORY     - 1954     MONUMENTED       CGS
 NP0451
 NP0451                          STATION DESCRIPTION
 NP0451
 NP0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0451'6.4 MI SE FROM HARRISON.
 NP0451'6.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0451'FROM THE STATION AT HARRISON, 1 1/2 POLES WEST OF MILEPOST 454,
 NP0451'34 FEET NORTH OF THE NORTH RAIL, 25 FEET BELOW THE TOP OF THE
 NP0451'RAILS, SET IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 NP0451'HEADWALL OF A LARGE STONE ARCH CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0461 ***********************************************************************
 NP0461  CBN         -  This is a Cooperative Base Network Control Station.
 NP0461  DESIGNATION -  P 341
 NP0461  PID         -  NP0461
 NP0461  STATE/COUNTY-  NE/SIOUX
 NP0461  COUNTRY     -  US
 NP0461  USGS QUAD   -  HARRISON EAST (2017)
 NP0461
 NP0461                         *CURRENT SURVEY CONTROL
 NP0461  ______________________________________________________________________
 NP0461* NAD 83(2011) POSITION- 42 41 32.50902(N) 103 52 19.33650(W)   ADJUSTED
 NP0461* NAD 83(2011) ELLIP HT-  1461.161 (meters)        (06/27/12)   ADJUSTED
 NP0461* NAD 83(2011) EPOCH   -  2010.00
 NP0461* NAVD 88 ORTHO HEIGHT -  1477.309 (meters)     4846.80  (feet) ADJUSTED
 NP0461  ______________________________________________________________________
 NP0461  GEOID HEIGHT    -        -16.161 (meters)                     GEOID18
 NP0461  NAD 83(2011) X  - -1,125,950.213 (meters)                     COMP
 NP0461  NAD 83(2011) Y  - -4,559,294.325 (meters)                     COMP
 NP0461  NAD 83(2011) Z  -  4,303,435.873 (meters)                     COMP
 NP0461  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 NP0461  DYNAMIC HEIGHT  -       1476.440 (meters)     4843.95  (feet) COMP
 NP0461  MODELED GRAVITY -    979,980.2   (mgal)                       NAVD 88
 NP0461
 NP0461  VERT ORDER      -  FIRST     CLASS II
 NP0461
 NP0461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0461  Standards:
 NP0461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0461  -------------------------------------------------------------------
 NP0461  NETWORK    0.45   1.14           0.21   0.14   0.58     -0.00420165
 NP0461  -------------------------------------------------------------------
 NP0461  Click here for local accuracies and other accuracy information.
 NP0461
 NP0461.This mark is at Harrison Skyranch Airport (9V3)
 NP0461
 NP0461.The horizontal coordinates were established by GPS observations
 NP0461.and adjusted by the National Geodetic Survey in June 2012.
 NP0461
 NP0461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0461.been affixed to the stable North American tectonic plate. See 
 NP0461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0461
 NP0461.The horizontal coordinates are valid at the epoch date displayed above
 NP0461.which is a decimal equivalence of Year/Month/Day.
 NP0461
 NP0461.The orthometric height was determined by differential leveling and
 NP0461.adjusted by the NATIONAL GEODETIC SURVEY
 NP0461.in June 1991.
 NP0461
 NP0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0461.GEOID18 height accuracy estimate available here.
 NP0461
 NP0461.Click photographs - Photos may exist for this station.
 NP0461
 NP0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0461
 NP0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0461
 NP0461.The ellipsoidal height was determined by GPS observations
 NP0461.and is referenced to NAD 83.
 NP0461
 NP0461.The dynamic height is computed by dividing the NAVD 88
 NP0461.geopotential number by the normal gravity value computed on the
 NP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0461.degrees latitude (g = 980.6199 gals.).
 NP0461
 NP0461.The modeled gravity was interpolated from observed gravity values.
 NP0461
 NP0461. The following values were computed from the NAD 83(2011) position.
 NP0461
 NP0461;                    North         East     Units Scale Factor Converg.
 NP0461;SPC NE       -   324,551.290   182,845.889   MT  0.99987351   -2 33 57.6
 NP0461;SPC NE       - 1,064,798.69    599,886.89   sFT  0.99987351   -2 33 57.6
 NP0461;UTM  13      - 4,727,269.949   592,396.161   MT  0.99970503   +0 45 53.6
 NP0461
 NP0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0461!SPC NE       -   0.99977090  x   0.99987351  =   0.99964444
 NP0461!UTM  13      -   0.99977090  x   0.99970503  =   0.99947600
 NP0461
 NP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9239627269(NAD 83)
 NP0461
 NP0461                          SUPERSEDED SURVEY CONTROL
 NP0461
 NP0461  NAD 83(2007)-  42 41 32.50881(N)    103 52 19.33759(W) AD(2002.00) 0
 NP0461  ELLIP H (02/10/07) 1461.189  (m)                       GP(2002.00)    
 NP0461  ELLIP H (09/24/01) 1461.173  (m)                       GP(       ) 4 1
 NP0461  NAD 83(1995)-  42 41 32.50805(N)    103 52 19.33788(W) AD(       ) B
 NP0461  ELLIP H (06/25/96) 1461.218  (m)                       GP(       ) 1 1
 NP0461  NAVD 88            1477.31   (m)         4846.8    (f) LEVELING    3  
 NP0461  NGVD 29 (??/??/92) 1476.624  (m)         4844.56   (f) ADJ UNCH    1 2
 NP0461
 NP0461.Superseded values are not recommended for survey control.
 NP0461
 NP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0461.See file dsdata.pdf to determine how the superseded data were derived.
 NP0461
 NP0461_MARKER: DB = BENCH MARK DISK
 NP0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0461_STAMPING: P 341 1954
 NP0461_MARK LOGO: CGS
 NP0461_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0461_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0461+STABILITY: SURFACE MOTION
 NP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0461+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2018
 NP0461
 NP0461  HISTORY     - Date     Condition        Report By
 NP0461  HISTORY     - 1954     MONUMENTED       CGS
 NP0461  HISTORY     - 19950502 GOOD             NGS
 NP0461  HISTORY     - 20161202 GOOD             COMPDA
 NP0461  HISTORY     - 20180727 GOOD             NEGS
 NP0461
 NP0461                          STATION DESCRIPTION
 NP0461
 NP0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0461'0.5 MI NE FROM HARRISON.
 NP0461'0.15 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 NP0461'HARRISON, THENCE 0.35 MILE EAST ALONG U.S. HIGHWAY 20, 0.15 MILE
 NP0461'NORTHEAST OF THE HANGARS, 0.1 MILE NORTH OF THE HIGHWAY, 221 FEET
 NP0461'EAST OF THE CENTER OF THE SOUTHEAST END OF THE NORTHWEST AND
 NP0461'SOUTHEAST RUNWAY, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 NP0461'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0461'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0461
 NP0461                          STATION RECOVERY (1995)
 NP0461
 NP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0461'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST OF HARRISON, 0.1
 NP0461'MI (0.2 KM) NORTH OF U.S. HIGHWAY 20, AT THE SOUTHEAST CORNER OF THE
 NP0461'HARRISON MUNICIPAL AIRPORT AND IN THE NE1/4, SEC3, T31N, R56W, ON
 NP0461'PROPERTY OF THE CITY OF HARRISON.  TO REACH THE MARK FROM THE JUNCTION
 NP0461'OF STATE HIGHWAY 29 WITH U.S. HIGHWAY 20, 0.15 MI (0.24 KM) NORTH OF
 NP0461'THE COURTHOUSE IN HARRISON, GO EAST ON HIGHWAY 20 FOR 0.4 MI (0.6 KM)
 NP0461'TO THE ENTRANCE TO THE AIRPORT.  TURN RIGHT AND GO NORTH ON A SAND
 NP0461'ROAD FOR 0.1 MI (0.2 KM) TO THE AIRPORT BEACON.  TURN RIGHT AND GO
 NP0461'NORTHEAST, PASSING THROUGH A GATE AND CROSSING THE RUNWAY, FOR 0.10 MI
 NP0461'(0.16 KM) TO A FENCE.  TURN RIGHT AND FOLLOW THE FENCE SOUTHEASTERLY
 NP0461'FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT AT A BRACED FENCE CORNER
 NP0461'POST.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 NP0461'PROJECTS 0.4 FT (12.2 CM) ABOVE THE GROUND. IT IS 250.8 FT (76.4 M)
 NP0461'NORTH-NORTHEAST FROM THE CENTER OF THE SOUTHEAST END OF THE RUNWAY,
 NP0461'200.6 FT (61.1 M) NORTHEAST FROM THE CENTERLINE OF THE RUNWAY, 2.5 FT
 NP0461'(0.8 M) SOUTH-SOUTHWEST FROM THE FENCE CORNER POST AND 2.8 FT (0.9 M)
 NP0461'NORTH FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE
 NP0461'SOUTH SIDE OF THE MARK.
 NP0461
 NP0461                          STATION RECOVERY (2016)
 NP0461
 NP0461'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0461'RECOVERED IN GOOD CONDITION.
 NP0461
 NP0461                          STATION RECOVERY (2018)
 NP0461
 NP0461'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 NP0461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0153 ***********************************************************************
 NP0153  DESIGNATION -  P 342
 NP0153  PID         -  NP0153
 NP0153  STATE/COUNTY-  NE/BOX BUTTE
 NP0153  COUNTRY     -  US
 NP0153  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0153
 NP0153                         *CURRENT SURVEY CONTROL
 NP0153  ______________________________________________________________________
 NP0153* NAD 83(1986) POSITION- 42 12 20.     (N) 102 58 16.     (W)   SCALED
 NP0153* NAVD 88 ORTHO HEIGHT -  1257.365 (meters)     4125.21  (feet) ADJUSTED
 NP0153  ______________________________________________________________________
 NP0153  GEOID HEIGHT    -        -18.474 (meters)                     GEOID18
 NP0153  DYNAMIC HEIGHT  -       1256.631 (meters)     4122.80  (feet) COMP
 NP0153  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 NP0153
 NP0153  VERT ORDER      -  FIRST     CLASS II
 NP0153
 NP0153.The horizontal coordinates were scaled from a map and have
 NP0153.an estimated accuracy of +/- 6 seconds.
 NP0153
 NP0153.The orthometric height was determined by differential leveling and
 NP0153.adjusted by the NATIONAL GEODETIC SURVEY
 NP0153.in June 1991.
 NP0153
 NP0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0153.GEOID18 height accuracy estimate available here.
 NP0153
 NP0153.Click photographs - Photos may exist for this station.
 NP0153
 NP0153.The dynamic height is computed by dividing the NAVD 88
 NP0153.geopotential number by the normal gravity value computed on the
 NP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0153.degrees latitude (g = 980.6199 gals.).
 NP0153
 NP0153.The modeled gravity was interpolated from observed gravity values.
 NP0153
 NP0153;                    North         East    Units  Estimated Accuracy
 NP0153;SPC NE       -   267,600.      254,750.      MT  (+/- 180 meters Scaled)
 NP0153
 NP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG674745(NAD 83)
 NP0153
 NP0153                          SUPERSEDED SURVEY CONTROL
 NP0153
 NP0153  NGVD 29 (??/??/92) 1256.759  (m)         4123.22   (f) ADJ UNCH    1 2
 NP0153
 NP0153.Superseded values are not recommended for survey control.
 NP0153
 NP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0153.See file dsdata.pdf to determine how the superseded data were derived.
 NP0153
 NP0153_MARKER: DB = BENCH MARK DISK
 NP0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0153_STAMPING: P 342 1956
 NP0153_MARK LOGO: CGS
 NP0153_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0153
 NP0153  HISTORY     - Date     Condition        Report By
 NP0153  HISTORY     - 1956     MONUMENTED       CGS
 NP0153  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0153
 NP0153                          STATION DESCRIPTION
 NP0153
 NP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0153'9.4 MI NW FROM ALLIANCE.
 NP0153'9.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0153'RAILROAD FROM THE STATION AT ALLIANCE, 4 POLES SOUTHEAST OF
 NP0153'MILEPOST 375, AT A ROAD CROSSING, 51.5 FEET NORTHEAST OF THE
 NP0153'NORTHEAST RAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF A ROAD,
 NP0153'5.2 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS
 NP0153'POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 NP0153'ROD WHICH IS DRIVEN 13 FEET IN THE GROUND, INCASED IN A 6 INCH
 NP0153'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION
 NP0153'30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0153
 NP0153                          STATION RECOVERY (1985)
 NP0153
 NP0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0153'NOT RECOVERED.  AREA DESCRIBED IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0307 ***********************************************************************
 NP0307  DESIGNATION -  P 343
 NP0307  PID         -  NP0307
 NP0307  STATE/COUNTY-  NE/DAWES
 NP0307  COUNTRY     -  US
 NP0307  USGS QUAD   -  CRAWFORD (2017)
 NP0307
 NP0307                         *CURRENT SURVEY CONTROL
 NP0307  ______________________________________________________________________
 NP0307* NAD 83(1986) POSITION- 42 39 24.     (N) 103 22 34.     (W)   SCALED
 NP0307* NAVD 88 ORTHO HEIGHT -  1158.424 (meters)     3800.60  (feet) ADJUSTED
 NP0307  ______________________________________________________________________
 NP0307  GEOID HEIGHT    -        -17.676 (meters)                     GEOID18
 NP0307  DYNAMIC HEIGHT  -       1157.793 (meters)     3798.53  (feet) COMP
 NP0307  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 NP0307
 NP0307  VERT ORDER      -  FIRST     CLASS II
 NP0307
 NP0307.The horizontal coordinates were scaled from a map and have
 NP0307.an estimated accuracy of +/- 6 seconds.
 NP0307
 NP0307.The orthometric height was determined by differential leveling and
 NP0307.adjusted by the NATIONAL GEODETIC SURVEY
 NP0307.in June 1991.
 NP0307
 NP0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0307.GEOID18 height accuracy estimate available here.
 NP0307
 NP0307.Click photographs - Photos may exist for this station.
 NP0307
 NP0307.The dynamic height is computed by dividing the NAVD 88
 NP0307.geopotential number by the normal gravity value computed on the
 NP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0307.degrees latitude (g = 980.6199 gals.).
 NP0307
 NP0307.The modeled gravity was interpolated from observed gravity values.
 NP0307
 NP0307;                    North         East    Units  Estimated Accuracy
 NP0307;SPC NE       -   318,890.      223,290.      MT  (+/- 180 meters Scaled)
 NP0307
 NP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH330239(NAD 83)
 NP0307
 NP0307                          SUPERSEDED SURVEY CONTROL
 NP0307
 NP0307  NGVD 29 (??/??/92) 1157.831  (m)         3798.65   (f) ADJ UNCH    1 2
 NP0307
 NP0307.Superseded values are not recommended for survey control.
 NP0307
 NP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0307.See file dsdata.pdf to determine how the superseded data were derived.
 NP0307
 NP0307_MARKER: DB = BENCH MARK DISK
 NP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0307_STAMPING: P 343 1956
 NP0307_MARK LOGO: CGS
 NP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0307+STABILITY: SURFACE MOTION
 NP0307
 NP0307  HISTORY     - Date     Condition        Report By
 NP0307  HISTORY     - 1956     MONUMENTED       CGS
 NP0307  HISTORY     - 1985     GOOD             NGS
 NP0307
 NP0307                          STATION DESCRIPTION
 NP0307
 NP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0307'2.8 MI SE FROM CRAWFORD.
 NP0307'2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0307'RAILROAD FROM THE STATION AT CRAWFORD, 57 FEET NORTHWEST OF THE
 NP0307'5TH POLE NORTHWEST OF MILEPOST 420, 29.8 FEET NORTHEAST OF THE
 NP0307'NORTHEAST RAIL, 2.6 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST
 NP0307'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0307'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NP0307
 NP0307                          STATION RECOVERY (1985)
 NP0307
 NP0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0307'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0307'BURLINGTON NORTHERN RAILROAD.
 NP0307'THE MARK IS 0.49 METERS  SW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0150 ***********************************************************************
 MN0150  DESIGNATION -  P 344
 MN0150  PID         -  MN0150
 MN0150  STATE/COUNTY-  NE/MORRILL
 MN0150  COUNTRY     -  US
 MN0150  USGS QUAD   -  BRIDGEPORT NW (2017)
 MN0150
 MN0150                         *CURRENT SURVEY CONTROL
 MN0150  ______________________________________________________________________
 MN0150* NAD 83(1986) POSITION- 41 44 55.     (N) 103 07 38.     (W)   SCALED
 MN0150* NAVD 88 ORTHO HEIGHT -  1182.601 (meters)     3879.92  (feet) ADJUSTED
 MN0150  ______________________________________________________________________
 MN0150  GEOID HEIGHT    -        -19.393 (meters)                     GEOID18
 MN0150  DYNAMIC HEIGHT  -       1181.851 (meters)     3877.46  (feet) COMP
 MN0150  MODELED GRAVITY -    979,948.0   (mgal)                       NAVD 88
 MN0150
 MN0150  VERT ORDER      -  FIRST     CLASS II
 MN0150
 MN0150.The horizontal coordinates were scaled from a map and have
 MN0150.an estimated accuracy of +/- 6 seconds.
 MN0150
 MN0150.The orthometric height was determined by differential leveling and
 MN0150.adjusted by the NATIONAL GEODETIC SURVEY
 MN0150.in June 1991.
 MN0150
 MN0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0150.GEOID18 height accuracy estimate available here.
 MN0150
 MN0150.Click photographs - Photos may exist for this station.
 MN0150
 MN0150.The dynamic height is computed by dividing the NAVD 88
 MN0150.geopotential number by the normal gravity value computed on the
 MN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0150.degrees latitude (g = 980.6199 gals.).
 MN0150
 MN0150.The modeled gravity was interpolated from observed gravity values.
 MN0150
 MN0150;                    North         East    Units  Estimated Accuracy
 MN0150;SPC NE       -   217,350.      240,030.      MT  (+/- 180 meters Scaled)
 MN0150
 MN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG557235(NAD 83)
 MN0150
 MN0150                          SUPERSEDED SURVEY CONTROL
 MN0150
 MN0150  NGVD 29 (??/??/92) 1182.034  (m)         3878.06   (f) ADJ UNCH    1 2
 MN0150
 MN0150.Superseded values are not recommended for survey control.
 MN0150
 MN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0150.See file dsdata.pdf to determine how the superseded data were derived.
 MN0150
 MN0150_MARKER: DB = BENCH MARK DISK
 MN0150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0150_SP_SET: HEADWALL
 MN0150_STAMPING: P 344 1956
 MN0150_MARK LOGO: CGS
 MN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0150+STABILITY: SURFACE MOTION
 MN0150
 MN0150  HISTORY     - Date     Condition        Report By
 MN0150  HISTORY     - 1956     MONUMENTED       CGS
 MN0150  HISTORY     - 1985     GOOD             NGS
 MN0150
 MN0150                          STATION DESCRIPTION
 MN0150
 MN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0150'6.6 MI N FROM BRIDGEPORT.
 MN0150'6.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0150'FROM THE STATION AT BRIDGEPORT, 82 FEET SOUTHWEST OF MILEPOST
 MN0150'30, 147 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 26
 MN0150'NORTH AND STATE HIGHWAY 19, 87.7 FEET SOUTHWEST OF THE SOUTHWEST
 MN0150'RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0150'NORTHEAST END OF THE CONCRETE HEADWALL OF A FLOOD GATE ACROSS
 MN0150'AN IRRIGATION DITCH, IN SECTION 33, TOWNSHIP 21 NORTH, RANGE
 MN0150'50 WEST.
 MN0150
 MN0150                          STATION RECOVERY (1985)
 MN0150
 MN0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0150'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0150'US HIGHWAY 26 IS NOW US HIGHWAY 385.
 MN0150'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1718 ***********************************************************************
 MK1718  DESIGNATION -  P 345
 MK1718  PID         -  MK1718
 MK1718  STATE/COUNTY-  NE/PLATTE
 MK1718  COUNTRY     -  US
 MK1718  USGS QUAD   -  LINDSAY (2017)
 MK1718
 MK1718                         *CURRENT SURVEY CONTROL
 MK1718  ______________________________________________________________________
 MK1718* NAD 83(1986) POSITION- 41 40 15.     (N) 097 39 29.     (W)   SCALED
 MK1718* NAVD 88 ORTHO HEIGHT -   519.159 (meters)     1703.27  (feet) ADJUSTED
 MK1718  ______________________________________________________________________
 MK1718  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 MK1718  DYNAMIC HEIGHT  -        518.937 (meters)     1702.55  (feet) COMP
 MK1718  MODELED GRAVITY -    980,177.3   (mgal)                       NAVD 88
 MK1718
 MK1718  VERT ORDER      -  SECOND    CLASS 0
 MK1718
 MK1718.The horizontal coordinates were scaled from a map and have
 MK1718.an estimated accuracy of +/- 6 seconds.
 MK1718
 MK1718.The orthometric height was determined by differential leveling and
 MK1718.adjusted by the NATIONAL GEODETIC SURVEY
 MK1718.in June 1991.
 MK1718
 MK1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1718.GEOID18 height accuracy estimate available here.
 MK1718
 MK1718.Click photographs - Photos may exist for this station.
 MK1718
 MK1718.The dynamic height is computed by dividing the NAVD 88
 MK1718.geopotential number by the normal gravity value computed on the
 MK1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1718.degrees latitude (g = 980.6199 gals.).
 MK1718
 MK1718.The modeled gravity was interpolated from observed gravity values.
 MK1718
 MK1718;                    North         East    Units  Estimated Accuracy
 MK1718;SPC NE       -   206,650.      694,940.      MT  (+/- 180 meters Scaled)
 MK1718
 MK1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM117141(NAD 83)
 MK1718
 MK1718                          SUPERSEDED SURVEY CONTROL
 MK1718
 MK1718  NGVD 29 (??/??/92)  518.962  (m)         1702.63   (f) ADJ UNCH    2 0
 MK1718
 MK1718.Superseded values are not recommended for survey control.
 MK1718
 MK1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1718.See file dsdata.pdf to determine how the superseded data were derived.
 MK1718
 MK1718_MARKER: DB = BENCH MARK DISK
 MK1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1718_STAMPING: P 345 1957
 MK1718_MARK LOGO: CGS
 MK1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1718+STABILITY: SURFACE MOTION
 MK1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1718+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 MK1718
 MK1718  HISTORY     - Date     Condition        Report By
 MK1718  HISTORY     - 1957     MONUMENTED       CGS
 MK1718  HISTORY     - 1989     GOOD             LOCSUR
 MK1718  HISTORY     - 19910808 SEE DESCRIPTION  NEDR
 MK1718
 MK1718                          STATION DESCRIPTION
 MK1718
 MK1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1718'3.1 MI SE FROM LINDSAY.
 MK1718'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE STATION
 MK1718'AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILES SOUTHEAST
 MK1718'ALONG A WINDING ROAD, IN SECTION 34, T. 20 N., R. 3 W., 36 FEET
 MK1718'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 31 FEET SOUTH OF THE
 MK1718'CENTER LINE OF AN EAST-WEST ROAD, 84 FEET EAST OF THE CREST
 MK1718'OF A HILL, 48 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 MK1718'2 1/2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 MK1718'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 MK1718'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 MK1718
 MK1718                          STATION RECOVERY (1989)
 MK1718
 MK1718'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1718'RECOVERED IN GOOD CONDITION.
 MK1718
 MK1718                          STATION RECOVERY (1991)
 MK1718
 MK1718'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991
 MK1718'MARK WAS RECOVERED IN GOOD CONDITION, BUT IT HAD TO BE REPLACED WITH
 MK1718'BENCH MARK P 345 RESET IN 1991.  SEE DESCRIPTION OF NEW BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2197 ***********************************************************************
 MK2197  DESIGNATION -  P 345 RESET
 MK2197  PID         -  MK2197
 MK2197  STATE/COUNTY-  NE/PLATTE
 MK2197  COUNTRY     -  US
 MK2197  USGS QUAD   -  LINDSAY (2017)
 MK2197
 MK2197                         *CURRENT SURVEY CONTROL
 MK2197  ______________________________________________________________________
 MK2197* NAD 83(1986) POSITION- 41 40 15.     (N) 097 39 29.     (W)   SCALED
 MK2197* NAVD 88 ORTHO HEIGHT -   517.13  (meters)     1696.6   (feet) RESET
 MK2197  ______________________________________________________________________
 MK2197  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 MK2197  VERT ORDER      -  THIRD
 MK2197
 MK2197.The horizontal coordinates were scaled from a map and have
 MK2197.an estimated accuracy of +/- 6 seconds.
 MK2197
 MK2197.The orthometric height was computed from unverified reset data.
 MK2197
 MK2197.No vertical observational check was made to the station.
 MK2197
 MK2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2197.GEOID18 height accuracy estimate available here.
 MK2197
 MK2197.Click photographs - Photos may exist for this station.
 MK2197
 MK2197;                    North         East    Units  Estimated Accuracy
 MK2197;SPC NE       -   206,650.      694,940.      MT  (+/- 180 meters Scaled)
 MK2197
 MK2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM117141(NAD 83)
 MK2197
 MK2197                          SUPERSEDED SURVEY CONTROL
 MK2197
 MK2197  NGVD 29 (01/31/13)  516.93   (m)         1696.0    (f) RESET       3  
 MK2197
 MK2197.Superseded values are not recommended for survey control.
 MK2197
 MK2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2197.See file dsdata.pdf to determine how the superseded data were derived.
 MK2197
 MK2197_MARKER: DV = VERTICAL CONTROL DISK
 MK2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2197_STAMPING: P 345 RESET 1991
 MK2197_MARK LOGO: NGS
 MK2197_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2197+STABILITY: SURFACE MOTION
 MK2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2197+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2197
 MK2197  HISTORY     - Date     Condition        Report By
 MK2197  HISTORY     - 1991     MONUMENTED       NEDR
 MK2197
 MK2197                          STATION DESCRIPTION
 MK2197
 MK2197'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MK2197'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTH FROM LINDSAY AND ON
 MK2197'COUNTY ROAD RIGHT-OF-WAY.  FROM THE POST OFFICE IN LINDSAY GO SOUTH
 MK2197'ON PINE STREET FOR 0.1 MI (0.2 KM) TO A T-INTERSECTION.  TURN LEFT
 MK2197'AND GO SOUTHEAST FOR 1.05 MI (1.69 KM) ALONG A WINDING COUNTY ROAD TO
 MK2197'AN INTERSECTION.  TURN RIGHT AND GO SOUTH ALONG ANOTHER WINDING
 MK2197'COUNTY ROAD FOR 2.05 MI (3.30 KM) TO THE BENCH MARK.  THE DISK IS SET
 MK2197'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.1
 MK2197'FT (0.0 M) BELOW THE GROUND SURFACE.  IT IS 146.0 FT (44.5 M) WEST
 MK2197'FROM THE CENTERLINE OF A COUNTY ROAD AND 1.3 FT (0.4 M) NORTH FROM A
 MK2197'FENCE AND A WITNESS POST.  NOTE-THIS MARK WAS DESTROYED BY GRADING IN
 MK2197'LATE 1991.  IT WAS REPLACED WITH ANOTHER MARK THAT IS DESIGNATED-P
 MK2197'345 RESET IN 1992.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0134 ***********************************************************************
 NO0134  DESIGNATION -  P 346
 NO0134  PID         -  NO0134
 NO0134  STATE/COUNTY-  NE/CHERRY
 NO0134  COUNTRY     -  US
 NO0134  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0134
 NO0134                         *CURRENT SURVEY CONTROL
 NO0134  ______________________________________________________________________
 NO0134* NAD 83(1986) POSITION- 42 53 48.     (N) 100 40 02.     (W)   SCALED
 NO0134* NAVD 88 ORTHO HEIGHT -   792.537 (meters)     2600.18  (feet) ADJUSTED
 NO0134  ______________________________________________________________________
 NO0134  GEOID HEIGHT    -        -21.640 (meters)                     GEOID18
 NO0134  DYNAMIC HEIGHT  -        792.219 (meters)     2599.14  (feet) COMP
 NO0134  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 NO0134
 NO0134  VERT ORDER      -  FIRST     CLASS II
 NO0134
 NO0134.The horizontal coordinates were scaled from a map and have
 NO0134.an estimated accuracy of +/- 6 seconds.
 NO0134
 NO0134.The orthometric height was determined by differential leveling and
 NO0134.adjusted by the NATIONAL GEODETIC SURVEY
 NO0134.in June 1991.
 NO0134
 NO0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0134.GEOID18 height accuracy estimate available here.
 NO0134
 NO0134.Click photographs - Photos may exist for this station.
 NO0134
 NO0134.The dynamic height is computed by dividing the NAVD 88
 NO0134.geopotential number by the normal gravity value computed on the
 NO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0134.degrees latitude (g = 980.6199 gals.).
 NO0134
 NO0134.The modeled gravity was interpolated from observed gravity values.
 NO0134
 NO0134;                    North         East    Units  Estimated Accuracy
 NO0134;SPC NE       -   340,350.      445,510.      MT  (+/- 180 meters Scaled)
 NO0134
 NO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN638506(NAD 83)
 NO0134
 NO0134                          SUPERSEDED SURVEY CONTROL
 NO0134
 NO0134  NGVD 29 (??/??/92)  792.240  (m)         2599.21   (f) ADJ UNCH    1 2
 NO0134
 NO0134.Superseded values are not recommended for survey control.
 NO0134
 NO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0134.See file dsdata.pdf to determine how the superseded data were derived.
 NO0134
 NO0134_MARKER: DB = BENCH MARK DISK
 NO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0134_STAMPING: P 346 1957
 NO0134_MARK LOGO: CGS
 NO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0134+STABILITY: SURFACE MOTION
 NO0134
 NO0134  HISTORY     - Date     Condition        Report By
 NO0134  HISTORY     - 1957     MONUMENTED       CGS
 NO0134
 NO0134                          STATION DESCRIPTION
 NO0134
 NO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0134'4.8 MI E FROM CROOKSTON.
 NO0134'ABOUT 4.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0134'FROM THE STATION AT CROOKSTON, IN SECTION 30, T. 34 N., R. 28 W.,
 NO0134'179 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST 276, 155
 NO0134'FEET NORTHEAST OF THE NORTHEAST RAIL, 16 FEET WEST OF THE CENTER
 NO0134'LINE OF A RANCH ROAD NORTH, 5 FEET WEST OF A POWER POLE WITH TWO
 NO0134'GUY WIRES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0134'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0134'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0228 ***********************************************************************
 NO0228  DESIGNATION -  P 347
 NO0228  PID         -  NO0228
 NO0228  STATE/COUNTY-  NE/CHERRY
 NO0228  COUNTRY     -  US
 NO0228  USGS QUAD   -  ELI (2017)
 NO0228
 NO0228                         *CURRENT SURVEY CONTROL
 NO0228  ______________________________________________________________________
 NO0228* NAD 83(1986) POSITION- 42 57 16.     (N) 101 26 21.     (W)   SCALED
 NO0228* NAVD 88 ORTHO HEIGHT -   982.688 (meters)     3224.04  (feet) ADJUSTED
 NO0228  ______________________________________________________________________
 NO0228  GEOID HEIGHT    -        -19.912 (meters)                     GEOID18
 NO0228  DYNAMIC HEIGHT  -        982.271 (meters)     3222.67  (feet) COMP
 NO0228  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 NO0228
 NO0228  VERT ORDER      -  FIRST     CLASS II
 NO0228
 NO0228.The horizontal coordinates were scaled from a map and have
 NO0228.an estimated accuracy of +/- 6 seconds.
 NO0228
 NO0228.The orthometric height was determined by differential leveling and
 NO0228.adjusted by the NATIONAL GEODETIC SURVEY
 NO0228.in June 1991.
 NO0228
 NO0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0228.GEOID18 height accuracy estimate available here.
 NO0228
 NO0228.Click photographs - Photos may exist for this station.
 NO0228
 NO0228.The dynamic height is computed by dividing the NAVD 88
 NO0228.geopotential number by the normal gravity value computed on the
 NO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0228.degrees latitude (g = 980.6199 gals.).
 NO0228
 NO0228.The modeled gravity was interpolated from observed gravity values.
 NO0228
 NO0228;                    North         East    Units  Estimated Accuracy
 NO0228;SPC NE       -   347,540.      382,570.      MT  (+/- 180 meters Scaled)
 NO0228
 NO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN010586(NAD 83)
 NO0228
 NO0228                          SUPERSEDED SURVEY CONTROL
 NO0228
 NO0228  NGVD 29 (??/??/92)  982.298  (m)         3222.76   (f) ADJ UNCH    1 2
 NO0228
 NO0228.Superseded values are not recommended for survey control.
 NO0228
 NO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0228.See file dsdata.pdf to determine how the superseded data were derived.
 NO0228
 NO0228_MARKER: DB = BENCH MARK DISK
 NO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0228_STAMPING: P 347 1957
 NO0228_MARK LOGO: CGS
 NO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0228+STABILITY: SURFACE MOTION
 NO0228
 NO0228  HISTORY     - Date     Condition        Report By
 NO0228  HISTORY     - 1957     MONUMENTED       CGS
 NO0228
 NO0228                          STATION DESCRIPTION
 NO0228
 NO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0228'10.7 MI W FROM CODY.
 NO0228'ABOUT 10.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0228'FROM THE STATION AT CODY, IN SECTION 4, T. 34 N., R. 35 W., 25 FEET
 NO0228'SOUTHWEST OF MILEPOST 318, 51 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 NO0228'SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NO0228'ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 NO0228'POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0228 ***********************************************************************
 NP0228  DESIGNATION -  P 348
 NP0228  PID         -  NP0228
 NP0228  STATE/COUNTY-  NE/DAWES
 NP0228  COUNTRY     -  US
 NP0228  USGS QUAD   -  CHADRON EAST (2017)
 NP0228
 NP0228                         *CURRENT SURVEY CONTROL
 NP0228  ______________________________________________________________________
 NP0228* NAD 83(1986) POSITION- 42 49 48.     (N) 102 57 44.     (W)   SCALED
 NP0228* NAVD 88 ORTHO HEIGHT -  1031.489 (meters)     3384.14  (feet) ADJUSTED
 NP0228  ______________________________________________________________________
 NP0228  GEOID HEIGHT    -        -17.995 (meters)                     GEOID18
 NP0228  DYNAMIC HEIGHT  -       1030.982 (meters)     3382.48  (feet) COMP
 NP0228  MODELED GRAVITY -    980,094.7   (mgal)                       NAVD 88
 NP0228
 NP0228  VERT ORDER      -  FIRST     CLASS II
 NP0228
 NP0228.The horizontal coordinates were scaled from a map and have
 NP0228.an estimated accuracy of +/- 6 seconds.
 NP0228
 NP0228.The orthometric height was determined by differential leveling and
 NP0228.adjusted by the NATIONAL GEODETIC SURVEY
 NP0228.in June 1991.
 NP0228
 NP0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0228.GEOID18 height accuracy estimate available here.
 NP0228
 NP0228.Click photographs - Photos may exist for this station.
 NP0228
 NP0228.The dynamic height is computed by dividing the NAVD 88
 NP0228.geopotential number by the normal gravity value computed on the
 NP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0228.degrees latitude (g = 980.6199 gals.).
 NP0228
 NP0228.The modeled gravity was interpolated from observed gravity values.
 NP0228
 NP0228;                    North         East    Units  Estimated Accuracy
 NP0228;SPC NE       -   336,890.      257,860.      MT  (+/- 180 meters Scaled)
 NP0228
 NP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH665439(NAD 83)
 NP0228
 NP0228                          SUPERSEDED SURVEY CONTROL
 NP0228
 NP0228  NGVD 29 (??/??/92) 1030.953  (m)         3382.39   (f) ADJ UNCH    1 2
 NP0228
 NP0228.Superseded values are not recommended for survey control.
 NP0228
 NP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0228.See file dsdata.pdf to determine how the superseded data were derived.
 NP0228
 NP0228_MARKER: DB = BENCH MARK DISK
 NP0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0228_SP_SET: ABUTMENT
 NP0228_STAMPING: P 348 1957
 NP0228_MARK LOGO: CGS
 NP0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0228
 NP0228  HISTORY     - Date     Condition        Report By
 NP0228  HISTORY     - 1957     MONUMENTED       CGS
 NP0228  HISTORY     - 1974     GOOD             LOCENG
 NP0228
 NP0228                          STATION DESCRIPTION
 NP0228
 NP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0228'1.8 MI E FROM CHADRON.
 NP0228'ABOUT 1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0228'FROM THE STATION AT CHADRON, IN SECTION 15, T. 33 N., R. 48 W.,
 NP0228'14 POLES WEST OF MILEPOST 404, 6 FEET NORTH OF THE NORTH RAIL,
 NP0228'3 FEET BELOW THE RAIL, IN THE TOP OF THE NORTH END OF THE EAST
 NP0228'ABUTMENT OF BRIDGE 655.
 NP0228
 NP0228                          STATION RECOVERY (1974)
 NP0228
 NP0228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0270 ***********************************************************************
 NP0270  DESIGNATION -  P 349
 NP0270  PID         -  NP0270
 NP0270  STATE/COUNTY-  NE/DAWES
 NP0270  COUNTRY     -  US
 NP0270  USGS QUAD   -  CRAWFORD (2017)
 NP0270
 NP0270                         *CURRENT SURVEY CONTROL
 NP0270  ______________________________________________________________________
 NP0270* NAD 83(1986) POSITION- 42 42 07.     (N) 103 25 13.     (W)   SCALED
 NP0270* NAVD 88 ORTHO HEIGHT -  1123.773 (meters)     3686.91  (feet) POSTED
 NP0270  ______________________________________________________________________
 NP0270  GEOID HEIGHT    -        -17.509 (meters)                     GEOID18
 NP0270  DYNAMIC HEIGHT  -       1123.17  (meters)     3684.9   (feet) COMP
 NP0270  MODELED GRAVITY -    980,048.1   (mgal)                       NAVD 88
 NP0270
 NP0270  VERT ORDER      -  * POSTED, SEE BELOW
 NP0270
 NP0270.The horizontal coordinates were scaled from a map and have
 NP0270.an estimated accuracy of +/- 6 seconds.
 NP0270
 NP0270.The orthometric height was determined by differential leveling
 NP0270.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0270
 NP0270.* This is a POSTED BENCH MARK height.
 NP0270
 NP0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0270.GEOID18 height accuracy estimate available here.
 NP0270
 NP0270.Click photographs - Photos may exist for this station.
 NP0270
 NP0270.The dynamic height is computed by dividing the NAVD 88
 NP0270.geopotential number by the normal gravity value computed on the
 NP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0270.degrees latitude (g = 980.6199 gals.).
 NP0270
 NP0270.The modeled gravity was interpolated from observed gravity values.
 NP0270
 NP0270;                    North         East    Units  Estimated Accuracy
 NP0270;SPC NE       -   324,050.      219,870.      MT  (+/- 180 meters Scaled)
 NP0270
 NP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH293289(NAD 83)
 NP0270
 NP0270                          SUPERSEDED SURVEY CONTROL
 NP0270
 NP0270  NGVD 29 (??/??/92) 1123.191  (m)         3685.00   (f) ADJ UNCH    1 2
 NP0270
 NP0270.Superseded values are not recommended for survey control.
 NP0270
 NP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0270.See file dsdata.pdf to determine how the superseded data were derived.
 NP0270
 NP0270_MARKER: DB = BENCH MARK DISK
 NP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0270_STAMPING: P 349 1957
 NP0270_MARK LOGO: CGS
 NP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0270+STABILITY: SURFACE MOTION
 NP0270
 NP0270  HISTORY     - Date     Condition        Report By
 NP0270  HISTORY     - 1957     MONUMENTED       CGS
 NP0270  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0270
 NP0270                          STATION DESCRIPTION
 NP0270
 NP0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0270'1.1 MI NW FROM CRAWFORD.
 NP0270'ABOUT 1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0270'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 34,
 NP0270'T. 32 N., R. 52 W., 62 FEET WEST AND ACROSS THE TRACK FROM
 NP0270'MILEPOST 424, 45 FEET WEST OF THE WEST RAIL, 30 FEET WEST OF THE
 NP0270'WEST RAIL OF A SIDE TRACK, 5 FEET SOUTHEAST OF A TELEPHONE POLE,
 NP0270'1 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 NP0270'WITNESS POST, ABOUT LEVEL WITH THE MAIN TRACK AND IN THE TOP OF
 NP0270'A CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0270
 NP0270                          STATION RECOVERY (1985)
 NP0270
 NP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0270'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0328 ***********************************************************************
 NP0328  DESIGNATION -  P 35
 NP0328  PID         -  NP0328
 NP0328  STATE/COUNTY-  NE/DAWES
 NP0328  COUNTRY     -  US
 NP0328  USGS QUAD   -  CHADRON WEST (2017)
 NP0328
 NP0328                         *CURRENT SURVEY CONTROL
 NP0328  ______________________________________________________________________
 NP0328* NAD 83(1986) POSITION- 42 52 19.     (N) 103 07 14.     (W)   SCALED
 NP0328* NAVD 88 ORTHO HEIGHT -   998.162 (meters)     3274.80  (feet) ADJUSTED
 NP0328  ______________________________________________________________________
 NP0328  GEOID HEIGHT    -        -17.860 (meters)                     GEOID18
 NP0328  DYNAMIC HEIGHT  -        997.670 (meters)     3273.19  (feet) COMP
 NP0328  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 NP0328
 NP0328  VERT ORDER      -  SECOND    CLASS 0
 NP0328
 NP0328.The horizontal coordinates were scaled from a map and have
 NP0328.an estimated accuracy of +/- 6 seconds.
 NP0328
 NP0328.The orthometric height was determined by differential leveling and
 NP0328.adjusted by the NATIONAL GEODETIC SURVEY
 NP0328.in June 1991.
 NP0328
 NP0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0328.GEOID18 height accuracy estimate available here.
 NP0328
 NP0328.Click photographs - Photos may exist for this station.
 NP0328
 NP0328.The dynamic height is computed by dividing the NAVD 88
 NP0328.geopotential number by the normal gravity value computed on the
 NP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0328.degrees latitude (g = 980.6199 gals.).
 NP0328
 NP0328.The modeled gravity was interpolated from observed gravity values.
 NP0328
 NP0328;                    North         East    Units  Estimated Accuracy
 NP0328;SPC NE       -   342,000.      245,090.      MT  (+/- 180 meters Scaled)
 NP0328
 NP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH535483(NAD 83)
 NP0328
 NP0328                          SUPERSEDED SURVEY CONTROL
 NP0328
 NP0328  NGVD 29 (??/??/92)  997.613  (m)         3273.00   (f) ADJ UNCH    2 0
 NP0328
 NP0328.Superseded values are not recommended for survey control.
 NP0328
 NP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0328.See file dsdata.pdf to determine how the superseded data were derived.
 NP0328
 NP0328_MARKER: DB = BENCH MARK DISK
 NP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0328_STAMPING: P 35 1934
 NP0328_MARK LOGO: CGS
 NP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0328+STABILITY: SURFACE MOTION
 NP0328
 NP0328  HISTORY     - Date     Condition        Report By
 NP0328  HISTORY     - 1934     MONUMENTED       CGS
 NP0328
 NP0328                          STATION DESCRIPTION
 NP0328
 NP0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0328'10.1 MI SE FROM WAYSIDE.
 NP0328'10.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0328'FROM THE STATION AT WAYSIDE, DAWES COUNTY, 200 YARDS SOUTHEAST
 NP0328'OF MILEPOST H 2, 593 FEET SOUTHEAST OF THE SOUTH CORNER OF
 NP0328'WOODEN TRESTLE H 3, 92.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NP0328'AND 4.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NP0328'DISK, STAMPED P 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 NP0328'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0333 ***********************************************************************
 NO0333  DESIGNATION -  P 350
 NO0333  PID         -  NO0333
 NO0333  STATE/COUNTY-  NE/CHERRY
 NO0333  COUNTRY     -  US
 NO0333  USGS QUAD   -  IRWIN (2017)
 NO0333
 NO0333                         *CURRENT SURVEY CONTROL
 NO0333  ______________________________________________________________________
 NO0333* NAD 83(1986) POSITION- 42 52 32.     (N) 101 57 35.     (W)   SCALED
 NO0333* NAVD 88 ORTHO HEIGHT -  1049.078 (meters)     3441.85  (feet) ADJUSTED
 NO0333  ______________________________________________________________________
 NO0333  GEOID HEIGHT    -        -18.898 (meters)                     GEOID18
 NO0333  DYNAMIC HEIGHT  -       1048.596 (meters)     3440.27  (feet) COMP
 NO0333  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 NO0333
 NO0333  VERT ORDER      -  FIRST     CLASS II
 NO0333
 NO0333.The horizontal coordinates were scaled from a map and have
 NO0333.an estimated accuracy of +/- 6 seconds.
 NO0333
 NO0333.The orthometric height was determined by differential leveling and
 NO0333.adjusted by the NATIONAL GEODETIC SURVEY
 NO0333.in June 1991.
 NO0333
 NO0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0333.GEOID18 height accuracy estimate available here.
 NO0333
 NO0333.Click photographs - Photos may exist for this station.
 NO0333
 NO0333.The dynamic height is computed by dividing the NAVD 88
 NO0333.geopotential number by the normal gravity value computed on the
 NO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0333.degrees latitude (g = 980.6199 gals.).
 NO0333
 NO0333.The modeled gravity was interpolated from observed gravity values.
 NO0333
 NO0333;                    North         East    Units  Estimated Accuracy
 NO0333;SPC NE       -   339,610.      339,900.      MT  (+/- 180 meters Scaled)
 NO0333
 NO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN582512(NAD 83)
 NO0333
 NO0333                          SUPERSEDED SURVEY CONTROL
 NO0333
 NO0333  NGVD 29 (??/??/92) 1048.620  (m)         3440.35   (f) ADJ UNCH    1 2
 NO0333
 NO0333.Superseded values are not recommended for survey control.
 NO0333
 NO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0333.See file dsdata.pdf to determine how the superseded data were derived.
 NO0333
 NO0333_MARKER: DB = BENCH MARK DISK
 NO0333_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NO0333+WITH SETTING: PAVEMENT
 NO0333_SP_SET: BASE
 NO0333_STAMPING: P 350 1957
 NO0333_MARK LOGO: CGS
 NO0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0333+STABILITY: SURFACE MOTION
 NO0333
 NO0333  HISTORY     - Date     Condition        Report By
 NO0333  HISTORY     - 1957     MONUMENTED       CGS
 NO0333
 NO0333                          STATION DESCRIPTION
 NO0333
 NO0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0333'13.3 MI E FROM GORDON.
 NO0333'ABOUT 13.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0333'FROM THE STATION AT GORDON, ALSO ABOUT 14.1 MILES WEST ALONG
 NO0333'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 NO0333'MERRIMAN, IN T. 34 N., R. 39 W., AND IN THE CENTER OF SECTION
 NO0333'31., 0.2 MILE SOUTH-SOUTHWEST OF MILEPOST 346, 0.15 MILE
 NO0333'SOUTH-SOUTHWEST OF THE IRWIN STATION SIGN, 11 1/2 RAILS
 NO0333'SOUTH-SOUTHWEST OF THE CENTER LINE OF A ROAD CROSSING, 21 FEET
 NO0333'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 1 1/2 FEET ABOVE
 NO0333'THE GROUND, AND IN THE TOP OF A CONCRETE BASE BETWEEN THE TWO
 NO0333'MOST NORTH-NORTHEAST CONCRETE FOOTINGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0027 ***********************************************************************
 NP0027  DESIGNATION -  P 351
 NP0027  PID         -  NP0027
 NP0027  STATE/COUNTY-  NE/SHERIDAN
 NP0027  COUNTRY     -  US
 NP0027  USGS QUAD   -  CLINTON (2017)
 NP0027
 NP0027                         *CURRENT SURVEY CONTROL
 NP0027  ______________________________________________________________________
 NP0027* NAD 83(1986) POSITION- 42 46 49.     (N) 102 17 48.     (W)   SCALED
 NP0027* NAVD 88 ORTHO HEIGHT -  1119.956 (meters)     3674.39  (feet) ADJUSTED
 NP0027  ______________________________________________________________________
 NP0027  GEOID HEIGHT    -        -18.291 (meters)                     GEOID18
 NP0027  DYNAMIC HEIGHT  -       1119.417 (meters)     3672.62  (feet) COMP
 NP0027  MODELED GRAVITY -    980,100.5   (mgal)                       NAVD 88
 NP0027
 NP0027  VERT ORDER      -  FIRST     CLASS II
 NP0027
 NP0027.The horizontal coordinates were scaled from a map and have
 NP0027.an estimated accuracy of +/- 6 seconds.
 NP0027
 NP0027.The orthometric height was determined by differential leveling and
 NP0027.adjusted by the NATIONAL GEODETIC SURVEY
 NP0027.in June 1991.
 NP0027
 NP0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0027.GEOID18 height accuracy estimate available here.
 NP0027
 NP0027.Click photographs - Photos may exist for this station.
 NP0027
 NP0027.The dynamic height is computed by dividing the NAVD 88
 NP0027.geopotential number by the normal gravity value computed on the
 NP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0027.degrees latitude (g = 980.6199 gals.).
 NP0027
 NP0027.The modeled gravity was interpolated from observed gravity values.
 NP0027
 NP0027;                    North         East    Units  Estimated Accuracy
 NP0027;SPC NE       -   329,710.      312,100.      MT  (+/- 180 meters Scaled)
 NP0027
 NP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH211399(NAD 83)
 NP0027
 NP0027                          SUPERSEDED SURVEY CONTROL
 NP0027
 NP0027  NGVD 29 (??/??/92) 1119.457  (m)         3672.75   (f) ADJ UNCH    1 2
 NP0027
 NP0027.Superseded values are not recommended for survey control.
 NP0027
 NP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0027.See file dsdata.pdf to determine how the superseded data were derived.
 NP0027
 NP0027_MARKER: DB = BENCH MARK DISK
 NP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0027_STAMPING: P 351 1957
 NP0027_MARK LOGO: CGS
 NP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0027+STABILITY: SURFACE MOTION
 NP0027
 NP0027  HISTORY     - Date     Condition        Report By
 NP0027  HISTORY     - 1957     MONUMENTED       CGS
 NP0027
 NP0027                          STATION DESCRIPTION
 NP0027
 NP0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0027'3 MI NE FROM CLINTON.
 NP0027'ABOUT 3.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0027'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 42 W.,
 NP0027'SECTION 6., IN LINE WITH A ROW OF POLES, 30 1/2 FEET NORTHEAST OF
 NP0027'THE 2ND POLE SOUTHWEST OF MILE POST 365, 43 1/2 FEET NORTHWEST
 NP0027'OF THE CENTER LINE OF U.S. HIGHWAY 20, 38 FEET SOUTHEAST OF THE
 NP0027'SOUTHEAST RAIL, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 NP0027'POST, ABOUT LEVEL WITH THE RAILS, AND IN THE TOP OF A CONCRETE
 NP0027'POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0209 ***********************************************************************
 NP0209  DESIGNATION -  P 353
 NP0209  PID         -  NP0209
 NP0209  STATE/COUNTY-  NE/SHERIDAN
 NP0209  COUNTRY     -  US
 NP0209  USGS QUAD   -  HAY SPRINGS (2017)
 NP0209
 NP0209                         *CURRENT SURVEY CONTROL
 NP0209  ______________________________________________________________________
 NP0209* NAD 83(1986) POSITION- 42 41 26.     (N) 102 42 52.     (W)   SCALED
 NP0209* NAVD 88 ORTHO HEIGHT -  1177.701 (meters)     3863.84  (feet) ADJUSTED
 NP0209  ______________________________________________________________________
 NP0209  GEOID HEIGHT    -        -18.007 (meters)                     GEOID18
 NP0209  DYNAMIC HEIGHT  -       1177.095 (meters)     3861.85  (feet) COMP
 NP0209  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 NP0209
 NP0209  VERT ORDER      -  FIRST     CLASS II
 NP0209
 NP0209.The horizontal coordinates were scaled from a map and have
 NP0209.an estimated accuracy of +/- 6 seconds.
 NP0209
 NP0209.The orthometric height was determined by differential leveling and
 NP0209.adjusted by the NATIONAL GEODETIC SURVEY
 NP0209.in June 1991.
 NP0209
 NP0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0209.GEOID18 height accuracy estimate available here.
 NP0209
 NP0209.Click photographs - Photos may exist for this station.
 NP0209
 NP0209.The dynamic height is computed by dividing the NAVD 88
 NP0209.geopotential number by the normal gravity value computed on the
 NP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0209.degrees latitude (g = 980.6199 gals.).
 NP0209
 NP0209.The modeled gravity was interpolated from observed gravity values.
 NP0209
 NP0209;                    North         East    Units  Estimated Accuracy
 NP0209;SPC NE       -   320,740.      277,620.      MT  (+/- 180 meters Scaled)
 NP0209
 NP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH872289(NAD 83)
 NP0209
 NP0209                          SUPERSEDED SURVEY CONTROL
 NP0209
 NP0209  NGVD 29 (??/??/92) 1177.155  (m)         3862.05   (f) ADJ UNCH    1 2
 NP0209
 NP0209.Superseded values are not recommended for survey control.
 NP0209
 NP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0209.See file dsdata.pdf to determine how the superseded data were derived.
 NP0209
 NP0209_MARKER: DB = BENCH MARK DISK
 NP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0209_STAMPING: P 353 1957
 NP0209_MARK LOGO: CGS
 NP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0209+STABILITY: SURFACE MOTION
 NP0209
 NP0209  HISTORY     - Date     Condition        Report By
 NP0209  HISTORY     - 1957     MONUMENTED       CGS
 NP0209
 NP0209                          STATION DESCRIPTION
 NP0209
 NP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0209'1.4 MI NW FROM HAY SPRINGS.
 NP0209'ABOUT 1.35 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0209'RAILWAY FROM THE STATION AT HAY SPRINGS, 122 FEET NORTH OF THE
 NP0209'NORTH RAIL, 155 FEET NORTHEAST AND ACROSS THE TRACKS FROM THE FIRST
 NP0209'POLE EAST OF MILEPOST 388, 115 FEET NORTHEAST OF THE CENTER LINE
 NP0209'OF THE ROAD CROSSING, 42 FEET NORTH OF A FENCE CORNER, 19 FEET
 NP0209'EAST OF THE CENTER LINE OF A DIRT ROAD, 11 FEET NORTHWEST OF A
 NP0209'POWER POLE, 1 FOOT WEST OF THE EAST ROAD RIGHT OF WAY FENCE, ABOUT
 NP0209'LEVEL WITH THE RAILS, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NP0209'POST, IN T. 31 N., R. 46 W., AND IN THE SOUTHWEST CORNER OF
 NP0209'SECTION 3., SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 NP0209'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1371 ***********************************************************************
 NM1371  DESIGNATION -  P 36
 NM1371  PID         -  NM1371
 NM1371  STATE/COUNTY-  NE/KNOX
 NM1371  COUNTRY     -  US
 NM1371  USGS QUAD   -  SPRINGFIELD (2017)
 NM1371
 NM1371                         *CURRENT SURVEY CONTROL
 NM1371  ______________________________________________________________________
 NM1371* NAD 83(1986) POSITION- 42 45 42.     (N) 097 59 29.     (W)   SCALED
 NM1371* NAVD 88 ORTHO HEIGHT -   370.451 (meters)     1215.39  (feet) ADJUSTED
 NM1371  ______________________________________________________________________
 NM1371  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 NM1371  DYNAMIC HEIGHT  -        370.332 (meters)     1215.00  (feet) COMP
 NM1371  MODELED GRAVITY -    980,289.4   (mgal)                       NAVD 88
 NM1371
 NM1371  VERT ORDER      -  SECOND    CLASS 0
 NM1371
 NM1371.The horizontal coordinates were scaled from a map and have
 NM1371.an estimated accuracy of +/- 6 seconds.
 NM1371
 NM1371.The orthometric height was determined by differential leveling and
 NM1371.adjusted by the NATIONAL GEODETIC SURVEY
 NM1371.in June 1991.
 NM1371
 NM1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1371.GEOID18 height accuracy estimate available here.
 NM1371
 NM1371.Click photographs - Photos may exist for this station.
 NM1371
 NM1371.The dynamic height is computed by dividing the NAVD 88
 NM1371.geopotential number by the normal gravity value computed on the
 NM1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1371.degrees latitude (g = 980.6199 gals.).
 NM1371
 NM1371.The modeled gravity was interpolated from observed gravity values.
 NM1371
 NM1371;                    North         East    Units  Estimated Accuracy
 NM1371;SPC NE       -   327,060.      664,380.      MT  (+/- 180 meters Scaled)
 NM1371
 NM1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825348(NAD 83)
 NM1371
 NM1371                          SUPERSEDED SURVEY CONTROL
 NM1371
 NM1371  NGVD 29 (??/??/92)  370.237  (m)         1214.69   (f) ADJ UNCH    2 0
 NM1371
 NM1371.Superseded values are not recommended for survey control.
 NM1371
 NM1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1371.See file dsdata.pdf to determine how the superseded data were derived.
 NM1371
 NM1371_MARKER: DB = BENCH MARK DISK
 NM1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1371_STAMPING: P 36 1934
 NM1371_MARK LOGO: CGS
 NM1371_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1371+STABILITY: SURFACE MOTION
 NM1371
 NM1371  HISTORY     - Date     Condition        Report By
 NM1371  HISTORY     - 1934     MONUMENTED       CGS
 NM1371  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1371
 NM1371                          STATION DESCRIPTION
 NM1371
 NM1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1371'3.4 MI NE FROM NIOBRARA.
 NM1371'3.45 MILES NORTHEAST OF STATION AT NIOBRARA, ABOUT 300 YARDS
 NM1371'SOUTHWEST OF SOUTH FERRY ENTRANCE TO MISSOURI RIVER CROSSING,
 NM1371'120 YARDS NORTHEAST OF ELECTRIC POWER LINE TOWER, 76 FEET SOUTH
 NM1371'OF CENTERLINE OF ROAD TO FERRY, 40.5 FEET NORTHWEST OF 24 IN
 NM1371'STUMP.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NM1371'HIGH, STAMPED P 36 1934.
 NM1371
 NM1371                          STATION RECOVERY (1974)
 NM1371
 NM1371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0070 ***********************************************************************
 LG0070  DESIGNATION -  P 364
 LG0070  PID         -  LG0070
 LG0070  STATE/COUNTY-  NE/CASS
 LG0070  COUNTRY     -  US
 LG0070  USGS QUAD   -  WEEPING WATER (2017)
 LG0070
 LG0070                         *CURRENT SURVEY CONTROL
 LG0070  ______________________________________________________________________
 LG0070* NAD 83(1986) POSITION- 40 48 45.87   (N) 096 11 51.54   (W)   HD_HELD1
 LG0070* NAVD 88 ORTHO HEIGHT -   395.785 (meters)     1298.50  (feet) ADJUSTED
 LG0070  ______________________________________________________________________
 LG0070  GEOID HEIGHT    -        -26.675 (meters)                     GEOID18
 LG0070  DYNAMIC HEIGHT  -        395.616 (meters)     1297.95  (feet) COMP
 LG0070  MODELED GRAVITY -    980,183.3   (mgal)                       NAVD 88
 LG0070
 LG0070  VERT ORDER      -  SECOND    CLASS 0
 LG0070
 LG0070.The horizontal coordinates were determined by differentially corrected
 LG0070.hand held GPS observations or other comparable positioning techniques
 LG0070.and have an estimated accuracy of +/- 3 meters.
 LG0070
 LG0070.The orthometric height was determined by differential leveling and
 LG0070.adjusted by the NATIONAL GEODETIC SURVEY
 LG0070.in June 1991.
 LG0070
 LG0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0070.GEOID18 height accuracy estimate available here.
 LG0070
 LG0070.Click photographs - Photos may exist for this station.
 LG0070
 LG0070.The dynamic height is computed by dividing the NAVD 88
 LG0070.geopotential number by the normal gravity value computed on the
 LG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0070.degrees latitude (g = 980.6199 gals.).
 LG0070
 LG0070.The modeled gravity was interpolated from observed gravity values.
 LG0070
 LG0070;                    North         East    Units  Estimated Accuracy
 LG0070;SPC NE       -   115,793.0     820,625.5     MT  (+/- 3 meters HH1 GPS) 
 LG0070
 LG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3636121749(NAD 83)
 LG0070
 LG0070                          SUPERSEDED SURVEY CONTROL
 LG0070
 LG0070  NGVD 29 (??/??/92)  395.690  (m)         1298.19   (f) ADJ UNCH    2 0
 LG0070
 LG0070.Superseded values are not recommended for survey control.
 LG0070
 LG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0070.See file dsdata.pdf to determine how the superseded data were derived.
 LG0070
 LG0070_MARKER: DB = BENCH MARK DISK
 LG0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0070_STAMPING: P 364 1961
 LG0070_MARK LOGO: CGS
 LG0070_PROJECTION: PROJECTING 30 CENTIMETERS
 LG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0070+STABILITY: SURFACE MOTION
 LG0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0070+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2021
 LG0070
 LG0070  HISTORY     - Date     Condition        Report By
 LG0070  HISTORY     - 1961     MONUMENTED       CGS
 LG0070  HISTORY     - 20211214 GOOD             JORSUR
 LG0070
 LG0070                          STATION DESCRIPTION
 LG0070
 LG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0070'5.1 MI NW FROM AVOCA.
 LG0070'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0070'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 3.9 MILES WEST
 LG0070'ALONG U.S. HIGHWAY 34, 160 FEET SOUTHEAST OF A CROSSING, 170.1
 LG0070'FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, 24.6 FEET
 LG0070'EAST OF THE CENTER OF A GRAVEL ROAD, 1.7 FEET NORTH OF A METAL
 LG0070'WITNESS POST WITH SIGN, 10 INCHES WEST OF A FENCE, SET IN THE
 LG0070'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0070
 LG0070                          STATION RECOVERY (2021)
 LG0070
 LG0070'RECOVERY NOTE BY JORGENSEN SURVEYING 2021 (BAJ)
 LG0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0477 ***********************************************************************
 LG0477  DESIGNATION -  P 365
 LG0477  PID         -  LG0477
 LG0477  STATE/COUNTY-  NE/SALINE
 LG0477  COUNTRY     -  US
 LG0477  USGS QUAD   -  PLEASANT HILL (2017)
 LG0477
 LG0477                         *CURRENT SURVEY CONTROL
 LG0477  ______________________________________________________________________
 LG0477* NAD 83(1986) POSITION- 40 31 27.     (N) 097 07 20.     (W)   SCALED
 LG0477* NAVD 88 ORTHO HEIGHT -   463.001 (meters)     1519.03  (feet) ADJUSTED
 LG0477  ______________________________________________________________________
 LG0477  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 LG0477  DYNAMIC HEIGHT  -        462.747 (meters)     1518.20  (feet) COMP
 LG0477  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 LG0477
 LG0477  VERT ORDER      -  SECOND    CLASS 0
 LG0477
 LG0477.The horizontal coordinates were scaled from a map and have
 LG0477.an estimated accuracy of +/- 6 seconds.
 LG0477
 LG0477.The orthometric height was determined by differential leveling and
 LG0477.adjusted by the NATIONAL GEODETIC SURVEY
 LG0477.in June 1991.
 LG0477
 LG0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0477.GEOID18 height accuracy estimate available here.
 LG0477
 LG0477.Click photographs - Photos may exist for this station.
 LG0477
 LG0477.The dynamic height is computed by dividing the NAVD 88
 LG0477.geopotential number by the normal gravity value computed on the
 LG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0477.degrees latitude (g = 980.6199 gals.).
 LG0477
 LG0477.The modeled gravity was interpolated from observed gravity values.
 LG0477
 LG0477;                    North         East    Units  Estimated Accuracy
 LG0477;SPC NE       -    80,760.      743,760.      MT  (+/- 180 meters Scaled)
 LG0477
 LG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK590876(NAD 83)
 LG0477
 LG0477                          SUPERSEDED SURVEY CONTROL
 LG0477
 LG0477  NGVD 29 (??/??/92)  462.846  (m)         1518.52   (f) ADJ UNCH    2 0
 LG0477
 LG0477.Superseded values are not recommended for survey control.
 LG0477
 LG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0477.See file dsdata.pdf to determine how the superseded data were derived.
 LG0477
 LG0477_MARKER: DB = BENCH MARK DISK
 LG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0477_STAMPING: P 365 1961
 LG0477_MARK LOGO: CGS
 LG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0477+STABILITY: SURFACE MOTION
 LG0477
 LG0477  HISTORY     - Date     Condition        Report By
 LG0477  HISTORY     - 1961     MONUMENTED       CGS
 LG0477
 LG0477                          STATION DESCRIPTION
 LG0477
 LG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0477'8.8 MI S FROM DORCHESTER.
 LG0477'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0477'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0477'THENCE 8.45 MILES SOUTH ALONG STATE HIGHWAY 15, 86 FEET NORTHEAST
 LG0477'OF THE CENTER OF A ROAD CROSSING, 67 FEET EAST OF THE CENTER
 LG0477'OF STATE HIGHWAY 15, 61 FEET NORTH OF THE CENTER OF A GRAVEL
 LG0477'ROAD, 46 FEET SOUTH OF THE CENTER OF THE GATE TO A POWER RELAY
 LG0477'STATION, 6.6 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 LG0477'WHITE BUILDING, 2.9 FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN
 LG0477'FENCE AROUND THE RELAY STATION, 1.0 FOOT NORTH OF A FENCE, SET
 LG0477'IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 LG0477'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1280 ***********************************************************************
 NM1280  DESIGNATION -  P 38
 NM1280  PID         -  NM1280
 NM1280  STATE/COUNTY-  NE/PIERCE
 NM1280  COUNTRY     -  US
 NM1280  USGS QUAD   -  FOSTER (2017)
 NM1280
 NM1280                         *CURRENT SURVEY CONTROL
 NM1280  ______________________________________________________________________
 NM1280* NAD 83(1986) POSITION- 42 21 04.     (N) 097 39 35.     (W)   SCALED
 NM1280* NAVD 88 ORTHO HEIGHT -   512.769 (meters)     1682.31  (feet) ADJUSTED
 NM1280  ______________________________________________________________________
 NM1280  GEOID HEIGHT    -        -25.064 (meters)                     GEOID18
 NM1280  DYNAMIC HEIGHT  -        512.579 (meters)     1681.69  (feet) COMP
 NM1280  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 NM1280
 NM1280  VERT ORDER      -  SECOND    CLASS 0
 NM1280
 NM1280.The horizontal coordinates were scaled from a map and have
 NM1280.an estimated accuracy of +/- 6 seconds.
 NM1280
 NM1280.The orthometric height was determined by differential leveling and
 NM1280.adjusted by the NATIONAL GEODETIC SURVEY
 NM1280.in June 1991.
 NM1280
 NM1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1280.GEOID18 height accuracy estimate available here.
 NM1280
 NM1280.Click photographs - Photos may exist for this station.
 NM1280
 NM1280.The dynamic height is computed by dividing the NAVD 88
 NM1280.geopotential number by the normal gravity value computed on the
 NM1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1280.degrees latitude (g = 980.6199 gals.).
 NM1280
 NM1280.The modeled gravity was interpolated from observed gravity values.
 NM1280
 NM1280;                    North         East    Units  Estimated Accuracy
 NM1280;SPC NE       -   282,160.      692,760.      MT  (+/- 180 meters Scaled)
 NM1280
 NM1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM103896(NAD 83)
 NM1280
 NM1280                          SUPERSEDED SURVEY CONTROL
 NM1280
 NM1280  NGVD 29 (??/??/92)  512.579  (m)         1681.69   (f) ADJ UNCH    2 0
 NM1280
 NM1280.Superseded values are not recommended for survey control.
 NM1280
 NM1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1280.See file dsdata.pdf to determine how the superseded data were derived.
 NM1280
 NM1280_MARKER: DB = BENCH MARK DISK
 NM1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1280_STAMPING: P 38 1934
 NM1280_MARK LOGO: CGS
 NM1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1280+STABILITY: SURFACE MOTION
 NM1280
 NM1280  HISTORY     - Date     Condition        Report By
 NM1280  HISTORY     - 1934     MONUMENTED       CGS
 NM1280  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1280  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1280
 NM1280                          STATION DESCRIPTION
 NM1280
 NM1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1280'7 MI E FROM PLAINVIEW.
 NM1280'LOCATED 7 MILES EAST ALONG U.S. HIGHWAY 20.  OF THE CHICAGO AND
 NM1280'NORTH WESTERN DEPOT AT PLAINVIEW, 2 MILES NORTHEAST OF BRESLAU,
 NM1280'43 FEET WEST OF CENTERLINE OF SECTION CROSS ROAD, 31 FEET NORTH OF
 NM1280'CENTERLINE OF HIGHWAY, 10 FEET WEST OF CORNER FENCE POST, 1
 NM1280'FOOT SOUTH OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1280'POST 4 INCHES HIGH.
 NM1280
 NM1280                          STATION RECOVERY (1961)
 NM1280
 NM1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1280'MARK NOT FOUND.
 NM1280
 NM1280                          STATION RECOVERY (1999)
 NM1280
 NM1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1280'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1021 ***********************************************************************
 NM1021  DESIGNATION -  P 39
 NM1021  PID         -  NM1021
 NM1021  STATE/COUNTY-  NE/CEDAR
 NM1021  COUNTRY     -  US
 NM1021  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1021
 NM1021                         *CURRENT SURVEY CONTROL
 NM1021  ______________________________________________________________________
 NM1021* NAD 83(1986) POSITION- 42 50 14.     (N) 097 27 14.     (W)   SCALED
 NM1021* NAVD 88 ORTHO HEIGHT -   396.806 (meters)     1301.85  (feet) ADJUSTED
 NM1021  ______________________________________________________________________
 NM1021  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 NM1021  DYNAMIC HEIGHT  -        396.692 (meters)     1301.48  (feet) COMP
 NM1021  MODELED GRAVITY -    980,320.2   (mgal)                       NAVD 88
 NM1021
 NM1021  VERT ORDER      -  FIRST     CLASS II
 NM1021
 NM1021.The horizontal coordinates were scaled from a map and have
 NM1021.an estimated accuracy of +/- 6 seconds.
 NM1021
 NM1021.The orthometric height was determined by differential leveling and
 NM1021.adjusted by the NATIONAL GEODETIC SURVEY
 NM1021.in June 1991.
 NM1021
 NM1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1021.GEOID18 height accuracy estimate available here.
 NM1021
 NM1021.Click photographs - Photos may exist for this station.
 NM1021
 NM1021.The dynamic height is computed by dividing the NAVD 88
 NM1021.geopotential number by the normal gravity value computed on the
 NM1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1021.degrees latitude (g = 980.6199 gals.).
 NM1021
 NM1021.The modeled gravity was interpolated from observed gravity values.
 NM1021
 NM1021;                    North         East    Units  Estimated Accuracy
 NM1021;SPC NE       -   336,600.      708,120.      MT  (+/- 180 meters Scaled)
 NM1021
 NM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN263438(NAD 83)
 NM1021
 NM1021                          SUPERSEDED SURVEY CONTROL
 NM1021
 NM1021  NGVD 29 (??/??/92)  396.602  (m)         1301.19   (f) ADJ UNCH    1 2
 NM1021
 NM1021.Superseded values are not recommended for survey control.
 NM1021
 NM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1021.See file dsdata.pdf to determine how the superseded data were derived.
 NM1021
 NM1021_MARKER: DB = BENCH MARK DISK
 NM1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1021_STAMPING: P 39 1934
 NM1021_MARK LOGO: CGS
 NM1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1021+STABILITY: SURFACE MOTION
 NM1021
 NM1021  HISTORY     - Date     Condition        Report By
 NM1021  HISTORY     - 1934     MONUMENTED       CGS
 NM1021  HISTORY     - 1968     MARK NOT FOUND   CGS
 NM1021  HISTORY     - 1981     GOOD             NGS
 NM1021
 NM1021                          STATION DESCRIPTION
 NM1021
 NM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1021'4.2 MI SW FROM YANKTON.
 NM1021'P-39 IS LOCATED 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 81.  OF
 NM1021'THE MERIDIAN HWY. BRIDGE OVER MISSOURI RIVER AT YANKTON, SOUTH
 NM1021'DAKOTA, 43 FEET NORTH OF CENTERLINE OF HIGHWAY, 10.5 FEET EAST
 NM1021'OF EAST END OF GATE TO ATHEN CEMETERY, 1.6 FEET SOUTH OF FENCE.
 NM1021'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 NM1021
 NM1021                          STATION RECOVERY (1968)
 NM1021
 NM1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1021'MARK NOT FOUND.
 NM1021
 NM1021                          STATION RECOVERY (1981)
 NM1021
 NM1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1021'2 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION WITH U.S.
 NM1021'HIGHWAY, ABOUT 2 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND SOUTH
 NM1021'ALONG A GRAVELED ROAD FOR 0.3 MILE THENCE RIGHT AND WESTERLY ALONG A
 NM1021'GRAVELED ROAD 0.7 MILE TO THE MARK ON THE RIGHT AT THE THE ATEN
 NM1021'CEMETERY, 14.90 METERS NORTH OF THE CENTERLINE OF THE ROAD, 5.17
 NM1021'METERS,
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0276 ***********************************************************************
 NP0276  DESIGNATION -  P 4
 NP0276  PID         -  NP0276
 NP0276  STATE/COUNTY-  NE/DAWES
 NP0276  COUNTRY     -  US
 NP0276  USGS QUAD   -  HORN (2017)
 NP0276
 NP0276                         *CURRENT SURVEY CONTROL
 NP0276  ______________________________________________________________________
 NP0276* NAD 83(1986) POSITION- 42 45 46.     (N) 103 26 38.     (W)   SCALED
 NP0276* NAVD 88 ORTHO HEIGHT -  1122.838 (meters)     3683.84  (feet) POSTED
 NP0276  ______________________________________________________________________
 NP0276  GEOID HEIGHT    -        -17.326 (meters)                     GEOID18
 NP0276  DYNAMIC HEIGHT  -       1122.25  (meters)     3681.9   (feet) COMP
 NP0276  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 NP0276
 NP0276  VERT ORDER      -  * POSTED, SEE BELOW
 NP0276
 NP0276.The horizontal coordinates were scaled from a map and have
 NP0276.an estimated accuracy of +/- 6 seconds.
 NP0276
 NP0276.The orthometric height was determined by differential leveling
 NP0276.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0276
 NP0276.* This is a POSTED BENCH MARK height.
 NP0276
 NP0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0276.GEOID18 height accuracy estimate available here.
 NP0276
 NP0276.Click photographs - Photos may exist for this station.
 NP0276
 NP0276.The dynamic height is computed by dividing the NAVD 88
 NP0276.geopotential number by the normal gravity value computed on the
 NP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0276.degrees latitude (g = 980.6199 gals.).
 NP0276
 NP0276.The modeled gravity was interpolated from observed gravity values.
 NP0276
 NP0276;                    North         East    Units  Estimated Accuracy
 NP0276;SPC NE       -   330,880.      218,210.      MT  (+/- 180 meters Scaled)
 NP0276
 NP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH273356(NAD 83)
 NP0276
 NP0276                          SUPERSEDED SURVEY CONTROL
 NP0276
 NP0276.No superseded survey control is available for this station.
 NP0276
 NP0276_MARKER: H = DRILL HOLE
 NP0276_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0276
 NP0276  HISTORY     - Date     Condition        Report By
 NP0276  HISTORY     - 1908     MONUMENTED       CGS
 NP0276  HISTORY     - 1957     MARK NOT FOUND   CGS
 NP0276
 NP0276                          STATION DESCRIPTION
 NP0276
 NP0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0276'AT HORN.
 NP0276'AT HORN (FORMERLY REMINGTON), DAWES COUNTY, NEBR., 25.2 METERS
 NP0276'WEST OF THE CENTER LINE OF THE MAIN TRACK OF THE CHICAGO,
 NP0276'BURLINGTON AND QUINCY RAILROAD, 25 METERS NORTH (MEASURED ALONG
 NP0276'THE TRACKS) OF STATION SIGNBOARD.  NOTE-- THE SIDING AND STATION
 NP0276'SIGN AT HORN HAVE BEEN REMOVED SO THAT IT IS DIFFICULT TO
 NP0276'DETERMINE JUST WHERE THE MARK SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0348 ***********************************************************************
 MN0348  DESIGNATION -  P 417
 MN0348  PID         -  MN0348
 MN0348  STATE/COUNTY-  NE/MORRILL
 MN0348  COUNTRY     -  US
 MN0348  USGS QUAD   -  BRIDGEPORT (2017)
 MN0348
 MN0348                         *CURRENT SURVEY CONTROL
 MN0348  ______________________________________________________________________
 MN0348* NAD 83(1986) POSITION- 41 44 15.     (N) 103 07 05.     (W)   SCALED
 MN0348* NAVD 88 ORTHO HEIGHT -  1171.768 (meters)     3844.38  (feet) ADJUSTED
 MN0348  ______________________________________________________________________
 MN0348  GEOID HEIGHT    -        -19.400 (meters)                     GEOID18
 MN0348  DYNAMIC HEIGHT  -       1171.029 (meters)     3841.95  (feet) COMP
 MN0348  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 MN0348
 MN0348  VERT ORDER      -  FIRST     CLASS II
 MN0348
 MN0348.The horizontal coordinates were scaled from a map and have
 MN0348.an estimated accuracy of +/- 6 seconds.
 MN0348
 MN0348.The orthometric height was determined by differential leveling and
 MN0348.adjusted by the NATIONAL GEODETIC SURVEY
 MN0348.in June 1991.
 MN0348
 MN0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0348.GEOID18 height accuracy estimate available here.
 MN0348
 MN0348.Click photographs - Photos may exist for this station.
 MN0348
 MN0348.The dynamic height is computed by dividing the NAVD 88
 MN0348.geopotential number by the normal gravity value computed on the
 MN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0348.degrees latitude (g = 980.6199 gals.).
 MN0348
 MN0348.The modeled gravity was interpolated from observed gravity values.
 MN0348
 MN0348;                    North         East    Units  Estimated Accuracy
 MN0348;SPC NE       -   216,090.      240,750.      MT  (+/- 180 meters Scaled)
 MN0348
 MN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG565223(NAD 83)
 MN0348
 MN0348                          SUPERSEDED SURVEY CONTROL
 MN0348
 MN0348.No superseded survey control is available for this station.
 MN0348
 MN0348_MARKER: I = METAL ROD
 MN0348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MN0348+WITH SETTING: INFORMATION.
 MN0348_STAMPING: P 417 1985
 MN0348_MARK LOGO: NGS
 MN0348_PROJECTION: RECESSED 2 CENTIMETERS
 MN0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0348_ROD/PIPE-DEPTH: 2.4 meters
 MN0348
 MN0348  HISTORY     - Date     Condition        Report By
 MN0348  HISTORY     - 1985     MONUMENTED       NGS
 MN0348
 MN0348                          STATION DESCRIPTION
 MN0348
 MN0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0348'9.1 KM (5.65 MI) NORTH FROM BRIDGEPORT.
 MN0348'9.17 KM (5.7 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 MN0348'STATION AT BRIDGEPORT, 0.08 KM (0.05 MI) NORTHWEST OF RAILROAD
 MN0348'MILEPOLE 31, 76.5 METERS (251 FT) EAST-NORTHEAST AND ACROSS THE TRACKS
 MN0348'FROM THE CENTER OF US HIGHWAY 385, 14.9 METERS (49 FT) NORTHEAST OF
 MN0348'THE NORTHEAST RAIL, 4.6 METERS (15 FT) SOUTHEAST OF THE CENTER OF THE
 MN0348'ROAD, 2.3 METERS (7.6 FT) SOUTH OF THE SOUTHEAST END OF A WOODEN GATE
 MN0348'AND 0.5 METER (1.5 FT) SOUTHWEST OF A FENCE.  ROD SET TO 8 FOOT
 MN0348'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0348'LOGO CAP.
 MN0348'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MN0348'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0379 ***********************************************************************
 MN0379  DESIGNATION -  P 418
 MN0379  PID         -  MN0379
 MN0379  STATE/COUNTY-  NE/CHEYENNE
 MN0379  COUNTRY     -  US
 MN0379  USGS QUAD   -  SIDNEY (2017)
 MN0379
 MN0379                         *CURRENT SURVEY CONTROL
 MN0379  ______________________________________________________________________
 MN0379* NAD 83(1986) POSITION- 41 08 49.1    (N) 102 56 43.5    (W)   HD_HELD2
 MN0379* NAVD 88 ORTHO HEIGHT -  1251.538 (meters)     4106.09  (feet) ADJUSTED
 MN0379  ______________________________________________________________________
 MN0379  GEOID HEIGHT    -        -19.816 (meters)                     GEOID18
 MN0379  DYNAMIC HEIGHT  -       1250.661 (meters)     4103.21  (feet) COMP
 MN0379  MODELED GRAVITY -    979,879.9   (mgal)                       NAVD 88
 MN0379
 MN0379  VERT ORDER      -  FIRST     CLASS II
 MN0379
 MN0379.The horizontal coordinates were established by autonomous hand held GPS
 MN0379.observations and have an estimated accuracy of +/- 10 meters.
 MN0379
 MN0379.The orthometric height was determined by differential leveling and
 MN0379.adjusted by the NATIONAL GEODETIC SURVEY
 MN0379.in June 1991.
 MN0379
 MN0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0379.GEOID18 height accuracy estimate available here.
 MN0379
 MN0379.Click photographs - Photos may exist for this station.
 MN0379
 MN0379.The dynamic height is computed by dividing the NAVD 88
 MN0379.geopotential number by the normal gravity value computed on the
 MN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0379.degrees latitude (g = 980.6199 gals.).
 MN0379
 MN0379.The modeled gravity was interpolated from observed gravity values.
 MN0379
 MN0379;                    North         East    Units  Estimated Accuracy
 MN0379;SPC NE       -   150,058.      252,866.      MT  (+/- 10 meters HH2 GPS)
 MN0379
 MN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7241457107(NAD 83)
 MN0379
 MN0379                          SUPERSEDED SURVEY CONTROL
 MN0379
 MN0379.No superseded survey control is available for this station.
 MN0379
 MN0379_MARKER: DV = VERTICAL CONTROL DISK
 MN0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0379_SP_SET: BRIDGE ABUTMENT
 MN0379_STAMPING: P 418 1985
 MN0379_MARK LOGO: NGS
 MN0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0379+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 MN0379
 MN0379  HISTORY     - Date     Condition        Report By
 MN0379  HISTORY     - 1985     MONUMENTED       NGS
 MN0379  HISTORY     - 20071204 GOOD             NEDR
 MN0379  HISTORY     - 20170525 GOOD             GEOCAC
 MN0379
 MN0379                          STATION DESCRIPTION
 MN0379
 MN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0379'2.7 KM (1.7 MI) NORTH FROM SIDNEY.
 MN0379'2.6 KM (1.6 MI) EAST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0379'SIDNEY, THENCE 0.16 KM (0.1 MI) NORTH ALONG US HIGHWAYS 30 AND 385, IN
 MN0379'TOP OF THE WEST END OF THE SOUTH HIGHWAY BRIDGE ABUTMENT OVER THE
 MN0379'UNION PACIFIC RAILROAD, 7.3 METERS (23.8 FT) WEST OF THE HIGHWAY
 MN0379'CENTERLINE.
 MN0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MN0379
 MN0379                          STATION RECOVERY (2007)
 MN0379
 MN0379'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AEA)
 MN0379'RECOVERED IN GOOD CONDITION.
 MN0379
 MN0379                          STATION RECOVERY (2017)
 MN0379
 MN0379'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0338 ***********************************************************************
 MM0338  DESIGNATION -  P 422
 MM0338  PID         -  MM0338
 MM0338  STATE/COUNTY-  NE/KEITH
 MM0338  COUNTRY     -  US
 MM0338  USGS QUAD   -  BRULE (2017)
 MM0338
 MM0338                         *CURRENT SURVEY CONTROL
 MM0338  ______________________________________________________________________
 MM0338* NAD 83(1986) POSITION- 41 05 27.4    (N) 101 54 43.4    (W)   HD_HELD2
 MM0338* NAVD 88 ORTHO HEIGHT -  1008.587 (meters)     3309.01  (feet) ADJUSTED
 MM0338  ______________________________________________________________________
 MM0338  GEOID HEIGHT    -        -20.772 (meters)                     GEOID18
 MM0338  DYNAMIC HEIGHT  -       1007.951 (meters)     3306.92  (feet) COMP
 MM0338  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 MM0338
 MM0338  VERT ORDER      -  FIRST     CLASS II
 MM0338
 MM0338.The horizontal coordinates were established by autonomous hand held GPS
 MM0338.observations and have an estimated accuracy of +/- 10 meters.
 MM0338
 MM0338.The orthometric height was determined by differential leveling and
 MM0338.adjusted by the NATIONAL GEODETIC SURVEY
 MM0338.in June 1991.
 MM0338
 MM0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0338.GEOID18 height accuracy estimate available here.
 MM0338
 MM0338.Click photographs - Photos may exist for this station.
 MM0338
 MM0338.The dynamic height is computed by dividing the NAVD 88
 MM0338.geopotential number by the normal gravity value computed on the
 MM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0338.degrees latitude (g = 980.6199 gals.).
 MM0338
 MM0338.The modeled gravity was interpolated from observed gravity values.
 MM0338
 MM0338;                    North         East    Units  Estimated Accuracy
 MM0338;SPC NE       -   141,403.      339,414.      MT  (+/- 10 meters HH2 GPS)
 MM0338
 MM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5541452939(NAD 83)
 MM0338
 MM0338                          SUPERSEDED SURVEY CONTROL
 MM0338
 MM0338  NGVD 29 (02/14/92) 1008.142  (m)         3307.55   (f) ADJUSTED    1 2
 MM0338
 MM0338.Superseded values are not recommended for survey control.
 MM0338
 MM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0338.See file dsdata.pdf to determine how the superseded data were derived.
 MM0338
 MM0338_MARKER: I = METAL ROD
 MM0338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0338_STAMPING: P 422 1986
 MM0338_MARK LOGO: NGS
 MM0338_PROJECTION: FLUSH
 MM0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0338_ROD/PIPE-DEPTH: 20.7 meters
 MM0338
 MM0338  HISTORY     - Date     Condition        Report By
 MM0338  HISTORY     - 1986     MONUMENTED       NGS
 MM0338
 MM0338                          STATION DESCRIPTION
 MM0338
 MM0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0338'2.3 KM (1.4 MI) WEST FROM BRULE.
 MM0338'2.3 KM (1.4 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0338'ROUTE 51 A IN BRULE, AT THE SOUTH END OF A ROW OF POWER POLES LEADING
 MM0338'NORTH, 13.6 METERS (44.6 FT) NORTH OF THE HIGHWAY CENTERLINE (SLOPE
 MM0338'DISTANT) AND 0.54 METER (1.8 FT) EAST-NORTHEAST OF A GUYED POWER POLE.
 MM0338'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0338'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0338'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7417 ***********************************************************************
 AA7417  DESIGNATION -  P 423 RESET
 AA7417  PID         -  AA7417
 AA7417  STATE/COUNTY-  NE/FURNAS
 AA7417  COUNTRY     -  US
 AA7417  USGS QUAD   -  ARAPAHOE (2017)
 AA7417
 AA7417                         *CURRENT SURVEY CONTROL
 AA7417  ______________________________________________________________________
 AA7417* NAD 83(1986) POSITION- 40 17 30.     (N) 099 53 52.     (W)   SCALED
 AA7417* NAVD 88 ORTHO HEIGHT -   660.95  (+/-2cm)     2168.5   (feet) VERTCON
 AA7417  ______________________________________________________________________
 AA7417  GEOID HEIGHT    -        -24.692 (meters)                     GEOID18
 AA7417  VERT ORDER      -  THIRD (See Below)
 AA7417
 AA7417.The horizontal coordinates were scaled from a map and have
 AA7417.an estimated accuracy of +/- 6 seconds.
 AA7417
 AA7417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7417
 AA7417.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7417.GEOID18 height accuracy estimate available here.
 AA7417
 AA7417.The vertical order pertains to the NGVD 29 superseded value.
 AA7417
 AA7417.Click photographs - Photos may exist for this station.
 AA7417
 AA7417;                    North         East    Units  Estimated Accuracy
 AA7417;SPC NE       -    50,900.      508,690.      MT  (+/- 180 meters Scaled)
 AA7417
 AA7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236605(NAD 83)
 AA7417
 AA7417                          SUPERSEDED SURVEY CONTROL
 AA7417
 AA7417  NGVD 29 (01/31/13)  660.65   (m)         2167.5    (f) RESET       3  
 AA7417
 AA7417.Superseded values are not recommended for survey control.
 AA7417
 AA7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7417.See file dsdata.pdf to determine how the superseded data were derived.
 AA7417
 AA7417_MARKER: DV = VERTICAL CONTROL DISK
 AA7417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7417_SP_SET: BRIDGE RAIL
 AA7417_STAMPING: P 423 RESET 1991
 AA7417_MARK LOGO: NGS
 AA7417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7417+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA7417
 AA7417  HISTORY     - Date     Condition        Report By
 AA7417  HISTORY     - 1991     MONUMENTED       NEDR
 AA7417
 AA7417                          STATION DESCRIPTION
 AA7417
 AA7417'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991 (KRV)
 AA7417'TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 6, 34 AND 283,
 AA7417'IN ARAPAHOE, GO SOUTH ON HIGHWAY 283 FOR 1.61 KM (1.00 MI) TO THE MARK
 AA7417'SET INTO THE SOUTHEAST CORNER OF THE SOUTHEAST BRIDGE RAIL OF A 229
 AA7417'FOOT, (69.8 M) 3 SPAN, CONCRETE GIRDER BRIDGE, NUMBERED 02014, OVER
 AA7417'MUDDY CREEK.  THE MARK IS AT HIGHWAY STATION 1270+02, IN THE NE1/4,
 AA7417'SEC27, T4N, R23W AND IT IS 20.5 FT (6.2 M) EAST FROM THE CENTERLINE OF
 AA7417'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0309 ***********************************************************************
 MM0309  DESIGNATION -  P 424
 MM0309  PID         -  MM0309
 MM0309  STATE/COUNTY-  NE/LINCOLN
 MM0309  COUNTRY     -  US
 MM0309  USGS QUAD   -  HERSHEY EAST (2017)
 MM0309
 MM0309                         *CURRENT SURVEY CONTROL
 MM0309  ______________________________________________________________________
 MM0309* NAD 83(1986) POSITION- 41 09 43.     (N) 100 53 16.     (W)   SCALED
 MM0309* NAVD 88 ORTHO HEIGHT -   870.246 (meters)     2855.13  (feet) ADJUSTED
 MM0309  ______________________________________________________________________
 MM0309  GEOID HEIGHT    -        -22.056 (meters)                     GEOID18
 MM0309  DYNAMIC HEIGHT  -        869.727 (meters)     2853.43  (feet) COMP
 MM0309  MODELED GRAVITY -    979,999.0   (mgal)                       NAVD 88
 MM0309
 MM0309  VERT ORDER      -  FIRST     CLASS II
 MM0309
 MM0309.The horizontal coordinates were scaled from a map and have
 MM0309.an estimated accuracy of +/- 6 seconds.
 MM0309
 MM0309.The orthometric height was determined by differential leveling and
 MM0309.adjusted by the NATIONAL GEODETIC SURVEY
 MM0309.in June 1991.
 MM0309
 MM0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0309.GEOID18 height accuracy estimate available here.
 MM0309
 MM0309.Click photographs - Photos may exist for this station.
 MM0309
 MM0309.The dynamic height is computed by dividing the NAVD 88
 MM0309.geopotential number by the normal gravity value computed on the
 MM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0309.degrees latitude (g = 980.6199 gals.).
 MM0309
 MM0309.The modeled gravity was interpolated from observed gravity values.
 MM0309
 MM0309;                    North         East    Units  Estimated Accuracy
 MM0309;SPC NE       -   147,890.      425,520.      MT  (+/- 180 meters Scaled)
 MM0309
 MM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL416584(NAD 83)
 MM0309
 MM0309                          SUPERSEDED SURVEY CONTROL
 MM0309
 MM0309  NGVD 29 (02/14/92)  869.871  (m)         2853.90   (f) ADJUSTED    1 2
 MM0309
 MM0309.Superseded values are not recommended for survey control.
 MM0309
 MM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0309.See file dsdata.pdf to determine how the superseded data were derived.
 MM0309
 MM0309_MARKER: I = METAL ROD
 MM0309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0309_STAMPING: P 424 1986
 MM0309_MARK LOGO: NGS
 MM0309_PROJECTION: FLUSH
 MM0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0309_ROD/PIPE-DEPTH: 13.4 meters
 MM0309
 MM0309  HISTORY     - Date     Condition        Report By
 MM0309  HISTORY     - 1986     MONUMENTED       NGS
 MM0309
 MM0309                          STATION DESCRIPTION
 MM0309
 MM0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0309'9.3 KM (5.8 MI) EAST FROM HERSHEY.
 MM0309'9.26 KM (5.78 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0309'ROUTE 56 C AT HERSHEY, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 MM0309'PAVED ROAD, 0.36 KM (0.23 MI) EAST OF MILEPOST 170, 40.5 METERS (133
 MM0309'FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.5 METERS (41 FT)
 MM0309'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 MM0309'SUB-STATION, 12.5 METERS (41 FT) NORTH OF THE CENTER OF A DRIVEWAY
 MM0309'LEADING TO THE SUB-STATION, 10.0 METERS (33 FT) WEST OF THE CENTER OF
 MM0309'A PAVED ROAD AND 0.7 METER (2.5 FT) NORTH OF THE EAST 1 OF 2 POWER
 MM0309'POLES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0309'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0309'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0986 ***********************************************************************
 LH0986  DESIGNATION -  P 425
 LH0986  PID         -  LH0986
 LH0986  STATE/COUNTY-  NE/GOSPER
 LH0986  COUNTRY     -  US
 LH0986  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0986
 LH0986                         *CURRENT SURVEY CONTROL
 LH0986  ______________________________________________________________________
 LH0986* NAD 83(1986) POSITION- 40 41 05.     (N) 099 48 43.     (W)   SCALED
 LH0986* NAVD 88 ORTHO HEIGHT -   790.629 (meters)     2593.92  (feet) ADJUSTED
 LH0986  ______________________________________________________________________
 LH0986  GEOID HEIGHT    -        -23.995 (meters)                     GEOID18
 LH0986  DYNAMIC HEIGHT  -        790.148 (meters)     2592.34  (feet) COMP
 LH0986  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 LH0986
 LH0986  VERT ORDER      -  FIRST     CLASS II
 LH0986
 LH0986.The horizontal coordinates were scaled from a map and have
 LH0986.an estimated accuracy of +/- 6 seconds.
 LH0986
 LH0986.The orthometric height was determined by differential leveling and
 LH0986.adjusted by the NATIONAL GEODETIC SURVEY
 LH0986.in June 1991.
 LH0986
 LH0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0986.GEOID18 height accuracy estimate available here.
 LH0986
 LH0986.Click photographs - Photos may exist for this station.
 LH0986
 LH0986.The dynamic height is computed by dividing the NAVD 88
 LH0986.geopotential number by the normal gravity value computed on the
 LH0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0986.degrees latitude (g = 980.6199 gals.).
 LH0986
 LH0986.The modeled gravity was interpolated from observed gravity values.
 LH0986
 LH0986;                    North         East    Units  Estimated Accuracy
 LH0986;SPC NE       -    94,550.      515,890.      MT  (+/- 180 meters Scaled)
 LH0986
 LH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML313040(NAD 83)
 LH0986
 LH0986                          SUPERSEDED SURVEY CONTROL
 LH0986
 LH0986  NGVD 29 (02/14/92)  790.341  (m)         2592.98   (f) ADJUSTED    1 2
 LH0986
 LH0986.Superseded values are not recommended for survey control.
 LH0986
 LH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0986.See file dsdata.pdf to determine how the superseded data were derived.
 LH0986
 LH0986_MARKER: I = METAL ROD
 LH0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0986_STAMPING: P 425 1986
 LH0986_MARK LOGO: NGS
 LH0986_PROJECTION: FLUSH
 LH0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0986_ROD/PIPE-DEPTH: 14.6 meters
 LH0986
 LH0986  HISTORY     - Date     Condition        Report By
 LH0986  HISTORY     - 1986     MONUMENTED       NGS
 LH0986
 LH0986                          STATION DESCRIPTION
 LH0986
 LH0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0986'13.0 KM (8.1 MI) NORTH FROM ELWOOD.
 LH0986'12.98 KM (8.11 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0986'COURTHOUSE AT ELWOOD, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 LH0986'FIELD ENTRANCE ROAD, 0.12 KM (0.08 MI) EAST OF THE T JUNCTION OF A
 LH0986'DIRT ROAD, 1.0 KM (0.06 MI) WEST OF MILEPOST 49, 33.2 METERS (109 FT)
 LH0986'NORTH OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT) EAST OF THE CENTER
 LH0986'OF THE ROAD, 6.2 METERS (20.5 FT) EAST OF THE EAST END OF A GATE, 1.0
 LH0986'METER (3.5 FT) EAST OF A POWER POLE AND 0.1 METER (0.3 FT) SOUTH OF A
 LH0986'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0986'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0986'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0357 ***********************************************************************
 LJ0357  DESIGNATION -  P 426
 LJ0357  PID         -  LJ0357
 LJ0357  STATE/COUNTY-  NE/LINCOLN
 LJ0357  COUNTRY     -  US
 LJ0357  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0357
 LJ0357                         *CURRENT SURVEY CONTROL
 LJ0357  ______________________________________________________________________
 LJ0357* NAD 83(1986) POSITION- 40 59 15.     (N) 100 17 59.     (W)   SCALED
 LJ0357* NAVD 88 ORTHO HEIGHT -   801.687 (meters)     2630.20  (feet) ADJUSTED
 LJ0357  ______________________________________________________________________
 LJ0357  GEOID HEIGHT    -        -22.903 (meters)                     GEOID18
 LJ0357  DYNAMIC HEIGHT  -        801.212 (meters)     2628.64  (feet) COMP
 LJ0357  MODELED GRAVITY -    980,004.8   (mgal)                       NAVD 88
 LJ0357
 LJ0357  VERT ORDER      -  FIRST     CLASS II
 LJ0357
 LJ0357.The horizontal coordinates were scaled from a map and have
 LJ0357.an estimated accuracy of +/- 6 seconds.
 LJ0357
 LJ0357.The orthometric height was determined by differential leveling and
 LJ0357.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0357.in June 1991.
 LJ0357
 LJ0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0357.GEOID18 height accuracy estimate available here.
 LJ0357
 LJ0357.Click photographs - Photos may exist for this station.
 LJ0357
 LJ0357.The dynamic height is computed by dividing the NAVD 88
 LJ0357.geopotential number by the normal gravity value computed on the
 LJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0357.degrees latitude (g = 980.6199 gals.).
 LJ0357
 LJ0357.The modeled gravity was interpolated from observed gravity values.
 LJ0357
 LJ0357;                    North         East    Units  Estimated Accuracy
 LJ0357;SPC NE       -   128,190.      474,790.      MT  (+/- 180 meters Scaled)
 LJ0357
 LJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL906381(NAD 83)
 LJ0357
 LJ0357                          SUPERSEDED SURVEY CONTROL
 LJ0357
 LJ0357  NGVD 29 (02/14/92)  801.365  (m)         2629.15   (f) ADJUSTED    1 2
 LJ0357
 LJ0357.Superseded values are not recommended for survey control.
 LJ0357
 LJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0357.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0357
 LJ0357_MARKER: I = METAL ROD
 LJ0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0357_STAMPING: P 426 1986
 LJ0357_MARK LOGO: NGS
 LJ0357_PROJECTION: FLUSH
 LJ0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0357+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 LJ0357_ROD/PIPE-DEPTH: 12.2 meters
 LJ0357
 LJ0357  HISTORY     - Date     Condition        Report By
 LJ0357  HISTORY     - 1986     MONUMENTED       NGS
 LJ0357  HISTORY     - 20100907 GOOD             NEGS
 LJ0357
 LJ0357                          STATION DESCRIPTION
 LJ0357
 LJ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0357'7.5 KM (4.65 MI) SE FROM BRADY.
 LJ0357'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 LJ0357'AT BRADY, THENCE 7.15 KM (4.45 MI) SOUTHEAST ALONG US HIGHWAY 30, 40.5
 LJ0357'METERS (133 FT) NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 205, 19.9
 LJ0357'METERS (65.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 7.9 METERS (26
 LJ0357'FT) WEST OF THE EXTENDED CENTER OF A ROAD LEADING SOUTH, 0.5 METER
 LJ0357'(1.5 FT) SOUTH OF A CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1 FT)
 LJ0357'SOUTHWEST OF A FENCE T JUNCTION.  NOTE--ACCESS TO DATUM POINT IS HAD
 LJ0357'THROUGH A 5-INCH LOGO CAP.
 LJ0357'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LJ0357'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LJ0357
 LJ0357                          STATION RECOVERY (2010)
 LJ0357
 LJ0357'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2131 ***********************************************************************
 MK2131  DESIGNATION -  P 428
 MK2131  PID         -  MK2131
 MK2131  STATE/COUNTY-  NE/DOUGLAS
 MK2131  COUNTRY     -  US
 MK2131  USGS QUAD   -  RALSTON (2017)
 MK2131
 MK2131                         *CURRENT SURVEY CONTROL
 MK2131  ______________________________________________________________________
 MK2131* NAD 83(1986) POSITION- 41 13 16.     (N) 096 06 03.     (W)   SCALED
 MK2131* NAVD 88 ORTHO HEIGHT -   352.179 (meters)     1155.44  (feet) ADJUSTED
 MK2131  ______________________________________________________________________
 MK2131  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 MK2131  DYNAMIC HEIGHT  -        352.031 (meters)     1154.96  (feet) COMP
 MK2131  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 MK2131
 MK2131  VERT ORDER      -  FIRST     CLASS II
 MK2131
 MK2131.The horizontal coordinates were scaled from a map and have
 MK2131.an estimated accuracy of +/- 6 seconds.
 MK2131
 MK2131.The orthometric height was determined by differential leveling and
 MK2131.adjusted by the NATIONAL GEODETIC SURVEY
 MK2131.in June 1991.
 MK2131
 MK2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2131.GEOID18 height accuracy estimate available here.
 MK2131
 MK2131.Click photographs - Photos may exist for this station.
 MK2131
 MK2131.The dynamic height is computed by dividing the NAVD 88
 MK2131.geopotential number by the normal gravity value computed on the
 MK2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2131.degrees latitude (g = 980.6199 gals.).
 MK2131
 MK2131.The modeled gravity was interpolated from observed gravity values.
 MK2131
 MK2131;                    North         East    Units  Estimated Accuracy
 MK2131;SPC NE       -   161,450.      826,740.      MT  (+/- 180 meters Scaled)
 MK2131
 MK2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430673(NAD 83)
 MK2131
 MK2131                          SUPERSEDED SURVEY CONTROL
 MK2131
 MK2131.No superseded survey control is available for this station.
 MK2131
 MK2131_MARKER: DV = VERTICAL CONTROL DISK
 MK2131_SETTING: 39 = SET IN A TUNNEL
 MK2131_SP_SET: TUNNEL
 MK2131_STAMPING: P 428 1989
 MK2131_MARK LOGO: NGS
 MK2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2131+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 MK2131
 MK2131  HISTORY     - Date     Condition        Report By
 MK2131  HISTORY     - 1989     MONUMENTED       NGS
 MK2131  HISTORY     - 19920518 GOOD             NGS
 MK2131
 MK2131                          STATION DESCRIPTION
 MK2131
 MK2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2131'IN OMAHA, AT THE INTERSECTION OF 120TH STREET AND THE UNION PACIFIC
 MK2131'RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE
 MK2131'SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 4.7 M
 MK2131'(15.4 FT) SOUTH OF THE NEAR RAIL, 3.5 M (11.5 FT) WEST OF THE
 MK2131'CENTERLINE OF THE STREET, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 MK2131'TRACK.
 MK2131
 MK2131                          STATION RECOVERY (1992)
 MK2131
 MK2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MK2131'RECOVERED IN GOOD CONDITION, HOWEVER, THE TUNNEL IS BEING REPLACED BY
 MK2131'A BRIDGE.  A NEW MARK WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2202 ***********************************************************************
 MK2202  DESIGNATION -  P 428 RESET
 MK2202  PID         -  MK2202
 MK2202  STATE/COUNTY-  NE/DOUGLAS
 MK2202  COUNTRY     -  US
 MK2202  USGS QUAD   -  RALSTON (2017)
 MK2202
 MK2202                         *CURRENT SURVEY CONTROL
 MK2202  ______________________________________________________________________
 MK2202* NAD 83(1986) POSITION- 41 13 17.70   (N) 096 06 04.17   (W)   HD_HELD1
 MK2202* NAVD 88 ORTHO HEIGHT -   353.77  (meters)     1160.7   (feet) RESET
 MK2202  ______________________________________________________________________
 MK2202  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 MK2202  VERT ORDER      -  THIRD
 MK2202
 MK2202.The horizontal coordinates were determined by differentially corrected
 MK2202.hand held GPS observations or other comparable positioning techniques
 MK2202.and have an estimated accuracy of +/- 3 meters.
 MK2202
 MK2202.The orthometric height was computed from unverified reset data.
 MK2202
 MK2202.No vertical observational check was made to the station.
 MK2202
 MK2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2202.GEOID18 height accuracy estimate available here.
 MK2202
 MK2202.Click photographs - Photos may exist for this station.
 MK2202
 MK2202;                    North         East    Units  Estimated Accuracy
 MK2202;SPC NE       -   161,499.0     826,710.4     MT  (+/- 3 meters HH1 GPS) 
 MK2202
 MK2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4299267407(NAD 83)
 MK2202
 MK2202                          SUPERSEDED SURVEY CONTROL
 MK2202
 MK2202.No superseded survey control is available for this station.
 MK2202
 MK2202_MARKER: DV = VERTICAL CONTROL DISK
 MK2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2202_SP_SET: BRIDGE
 MK2202_STAMPING: P 428 RESET 1992
 MK2202_MARK LOGO: NGS
 MK2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2202+STABILITY: SURFACE MOTION
 MK2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2202+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MK2202
 MK2202  HISTORY     - Date     Condition        Report By
 MK2202  HISTORY     - 1992     MONUMENTED       NGS
 MK2202
 MK2202                          STATION DESCRIPTION
 MK2202
 MK2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MK2202'IN OMAHA, AT THE INTERSECTION OF 120TH STREET AND THE UNION PACIFIC
 MK2202'RAILROAD, CEMENTED INTO A DRILLED HOLE IN THE EAST END OF THE NORTH
 MK2202'WINGWALL OF THE WEST ABUTMENT OF THE BRIDGE AND DIRECTLY OVER THE
 MK2202'LOAD BEARING PORTION OF THE ABUTMENT.  THE BRIDGE ABUTMENTS AND
 MK2202'WINGWALLS ARE SUPPORTED BY DEEP DRIVEN PILINGS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1370 ***********************************************************************
 MJ1370  DESIGNATION -  P 429
 MJ1370  PID         -  MJ1370
 MJ1370  STATE/COUNTY-  NE/DOUGLAS
 MJ1370  COUNTRY     -  US
 MJ1370  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1370
 MJ1370                         *CURRENT SURVEY CONTROL
 MJ1370  ______________________________________________________________________
 MJ1370* NAD 83(1986) POSITION- 41 15 03.     (N) 095 57 15.     (W)   SCALED
 MJ1370* NAVD 88 ORTHO HEIGHT -   357.840 (meters)     1174.01  (feet) ADJUSTED
 MJ1370  ______________________________________________________________________
 MJ1370  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 MJ1370  DYNAMIC HEIGHT  -        357.689 (meters)     1173.52  (feet) COMP
 MJ1370  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 MJ1370
 MJ1370  VERT ORDER      -  FIRST     CLASS II
 MJ1370
 MJ1370.The horizontal coordinates were scaled from a map and have
 MJ1370.an estimated accuracy of +/- 6 seconds.
 MJ1370
 MJ1370.The orthometric height was determined by differential leveling and
 MJ1370.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1370.in June 1991.
 MJ1370
 MJ1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1370.GEOID18 height accuracy estimate available here.
 MJ1370
 MJ1370.Click photographs - Photos may exist for this station.
 MJ1370
 MJ1370.The dynamic height is computed by dividing the NAVD 88
 MJ1370.geopotential number by the normal gravity value computed on the
 MJ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1370.degrees latitude (g = 980.6199 gals.).
 MJ1370
 MJ1370.The modeled gravity was interpolated from observed gravity values.
 MJ1370
 MJ1370;                    North         East    Units  Estimated Accuracy
 MJ1370;SPC NE       -   165,310.      838,870.      MT  (+/- 180 meters Scaled)
 MJ1370
 MJ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524708(NAD 83)
 MJ1370
 MJ1370                          SUPERSEDED SURVEY CONTROL
 MJ1370
 MJ1370.No superseded survey control is available for this station.
 MJ1370
 MJ1370_MARKER: I = METAL ROD
 MJ1370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1370_STAMPING: P 429 1989
 MJ1370_MARK LOGO: NGS
 MJ1370_PROJECTION: FLUSH
 MJ1370_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1370+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2011
 MJ1370_ROD/PIPE-DEPTH: 16.5 meters
 MJ1370
 MJ1370  HISTORY     - Date     Condition        Report By
 MJ1370  HISTORY     - 1989     MONUMENTED       NGS
 MJ1370  HISTORY     - 20110307 GOOD             INDIV
 MJ1370
 MJ1370                          STATION DESCRIPTION
 MJ1370
 MJ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1370'IN OMAHA, AT THE INTERSECTION OF MASON AND 29TH STREETS, 24.4 M (80.1
 MJ1370'FT) WEST OF THE WEST CURB OF THE SOUTHBOUND ENTRANCE RAMP LEADING TO
 MJ1370'INTERSTATE HIGHWAY 480, 12.1 M (39.7 FT) NORTH OF THE EXTENDED CENTER
 MJ1370'OF MASON STREET, 10.5 M (34.4 FT) NORTH OF A FENCE CORNER, 8.2 M
 MJ1370'(26.9 FT) EAST OF THE CENTER OF 29TH STREET, 0.4 M (1.3 FT) EAST OF A
 MJ1370'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF 29TH
 MJ1370'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MJ1370'CAP.
 MJ1370
 MJ1370                          STATION RECOVERY (2011)
 MJ1370
 MJ1370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0532 ***********************************************************************
 NO0532  DESIGNATION -  P 431
 NO0532  PID         -  NO0532
 NO0532  STATE/COUNTY-  NE/CHERRY
 NO0532  COUNTRY     -  US
 NO0532  USGS QUAD   -  ELL LAKE (2017)
 NO0532
 NO0532                         *CURRENT SURVEY CONTROL
 NO0532  ______________________________________________________________________
 NO0532* NAD 83(1986) POSITION- 42 39 08.52   (N) 100 37 01.49   (W)   HD_HELD1
 NO0532* NAVD 88 ORTHO HEIGHT -   875.063 (meters)     2870.94  (feet) ADJUSTED
 NO0532  ______________________________________________________________________
 NO0532  GEOID HEIGHT    -        -21.517 (meters)                     GEOID18
 NO0532  DYNAMIC HEIGHT  -        874.671 (meters)     2869.65  (feet) COMP
 NO0532  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 NO0532
 NO0532  VERT ORDER      -  FIRST     CLASS II
 NO0532
 NO0532.The horizontal coordinates were determined by differentially corrected
 NO0532.hand held GPS observations or other comparable positioning techniques
 NO0532.and have an estimated accuracy of +/- 3 meters.
 NO0532
 NO0532.The orthometric height was determined by differential leveling and
 NO0532.adjusted by the NATIONAL GEODETIC SURVEY
 NO0532.in June 1994.
 NO0532
 NO0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0532.GEOID18 height accuracy estimate available here.
 NO0532
 NO0532.Click photographs - Photos may exist for this station.
 NO0532
 NO0532.The dynamic height is computed by dividing the NAVD 88
 NO0532.geopotential number by the normal gravity value computed on the
 NO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0532.degrees latitude (g = 980.6199 gals.).
 NO0532
 NO0532.The modeled gravity was interpolated from observed gravity values.
 NO0532
 NO0532;                    North         East    Units  Estimated Accuracy
 NO0532;SPC NE       -   313,186.3     449,407.5     MT  (+/- 3 meters HH1 GPS) 
 NO0532
 NO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6745223479(NAD 83)
 NO0532
 NO0532                          SUPERSEDED SURVEY CONTROL
 NO0532
 NO0532  NGVD 29 (02/14/92)  874.759  (m)         2869.94   (f) ADJUSTED    1 2
 NO0532
 NO0532.Superseded values are not recommended for survey control.
 NO0532
 NO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0532.See file dsdata.pdf to determine how the superseded data were derived.
 NO0532
 NO0532_MARKER: F = FLANGE-ENCASED ROD
 NO0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0532_STAMPING: P 431 1991
 NO0532_MARK LOGO: NGS
 NO0532_PROJECTION: RECESSED 15 CENTIMETERS
 NO0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0532+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2020
 NO0532_ROD/PIPE-DEPTH: 12.1 meters
 NO0532
 NO0532  HISTORY     - Date     Condition        Report By
 NO0532  HISTORY     - 1991     MONUMENTED       NGS
 NO0532  HISTORY     - 20200622 GOOD             NEGS
 NO0532
 NO0532                          STATION DESCRIPTION
 NO0532
 NO0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0532'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0532'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 6.6 KM (4.10 MI) WESTERLY
 NO0532'ALONG STATE HIGHWAY SPUR 16B, ON THE EXTENDED CENTER OF THE ALKALI
 NO0532'FISH CAMP ENTRANCE ROAD, 13.9 M (45.6 FT) NORTH OF THE HIGHWAY
 NO0532'CENTERLINE, 8.0 M (26.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 NO0532'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 NO0532'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0532'IS THROUGH A 5-INCH LOGO CAP.
 NO0532
 NO0532                          STATION RECOVERY (2020)
 NO0532
 NO0532'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 NO0532'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND NE. SPUR 16B,
 NO0532'APPROXIMATELY 15 MI (24.1 KM) SOUTH OF VALENTINE, NE., GO WEST ON NE.
 NO0532'SPUR 16B FOR APPROXIMATELY 4.1 MI (6.6 KM) TO A T INTERSECTION WITH
 NO0532'BIG ALKALI LAKE ROAD (SOUTH).  THE MARK IS IN THE NORTHWEST CORNER OF
 NO0532'NE. SPUR 16B AND THE EXTENDED CENTERLINE OF BIG ALKALI LAKE ROAD.  P
 NO0532'431 IS 26.2 FT (8.0 M) WEST OF THE CENTERLINE OF A PASTURE DRIVE
 NO0532'(NORTH), 1.3 FT (0.4 M) SOUTH OF A WITNESS POST AND 45.6 FT (13.9 M)
 NO0532'NORTH OF NE. SPUR 16B AT MILE POST 4.17.  THE ROD IS 0.5 FT (15 CM)
 NO0532'BELOW GROUND LEVEL AND HOUSED IN A LOGO CAP THAT IS FLUSH WITH THE
 NO0532'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0566 ***********************************************************************
 NO0566  CBN         -  This is a Cooperative Base Network Control Station.
 NO0566  DESIGNATION -  P 432
 NO0566  PID         -  NO0566
 NO0566  STATE/COUNTY-  NE/CHERRY
 NO0566  COUNTRY     -  US
 NO0566  USGS QUAD   -  MULLEN NE (2017)
 NO0566
 NO0566                         *CURRENT SURVEY CONTROL
 NO0566  ______________________________________________________________________
 NO0566* NAD 83(2011) POSITION- 42 08 55.96058(N) 101 02 04.89208(W)   ADJUSTED
 NO0566* NAD 83(2011) ELLIP HT-   979.384 (meters)        (06/27/12)   ADJUSTED
 NO0566* NAD 83(2011) EPOCH   -  2010.00
 NO0566* NAVD 88 ORTHO HEIGHT -  1000.039 (meters)     3280.96  (feet) ADJUSTED
 NO0566  ______________________________________________________________________
 NO0566  GEOID HEIGHT    -        -20.665 (meters)                     GEOID18
 NO0566  NAD 83(2011) X  -   -906,609.434 (meters)                     COMP
 NO0566  NAD 83(2011) Y  - -4,649,070.418 (meters)                     COMP
 NO0566  NAD 83(2011) Z  -  4,258,535.742 (meters)                     COMP
 NO0566  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 NO0566  DYNAMIC HEIGHT  -        999.516 (meters)     3279.25  (feet) COMP
 NO0566  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 NO0566
 NO0566  VERT ORDER      -  FIRST     CLASS II
 NO0566
 NO0566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0566  Standards:
 NO0566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0566  -------------------------------------------------------------------
 NO0566  NETWORK    0.34   0.98           0.16   0.11   0.50     -0.02375650
 NO0566  -------------------------------------------------------------------
 NO0566  Click here for local accuracies and other accuracy information.
 NO0566
 NO0566.The horizontal coordinates were established by GPS observations
 NO0566.and adjusted by the National Geodetic Survey in June 2012.
 NO0566
 NO0566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0566.been affixed to the stable North American tectonic plate. See 
 NO0566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0566
 NO0566.The horizontal coordinates are valid at the epoch date displayed above
 NO0566.which is a decimal equivalence of Year/Month/Day.
 NO0566
 NO0566.The orthometric height was determined by differential leveling and
 NO0566.adjusted by the NATIONAL GEODETIC SURVEY
 NO0566.in June 1994.
 NO0566
 NO0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0566.GEOID18 height accuracy estimate available here.
 NO0566
 NO0566.Click photographs - Photos may exist for this station.
 NO0566
 NO0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0566
 NO0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0566
 NO0566.The ellipsoidal height was determined by GPS observations
 NO0566.and is referenced to NAD 83.
 NO0566
 NO0566.The dynamic height is computed by dividing the NAVD 88
 NO0566.geopotential number by the normal gravity value computed on the
 NO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0566.degrees latitude (g = 980.6199 gals.).
 NO0566
 NO0566.The modeled gravity was interpolated from observed gravity values.
 NO0566
 NO0566. The following values were computed from the NAD 83(2011) position.
 NO0566
 NO0566;                    North         East     Units Scale Factor Converg.
 NO0566;SPC NE       -   257,601.351   414,500.928   MT  0.99972152   -0 41 08.5
 NO0566;SPC NE       -   845,147.10  1,359,908.46   sFT  0.99972152   -0 41 08.5
 NO0566;UTM  14      - 4,668,309.825   331,881.407   MT  0.99994778   -1 21 56.6
 NO0566
 NO0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0566!SPC NE       -   0.99984642  x   0.99972152  =   0.99956798
 NO0566!UTM  14      -   0.99984642  x   0.99994778  =   0.99979421
 NO0566
 NO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3188168309(NAD 83)
 NO0566
 NO0566                          SUPERSEDED SURVEY CONTROL
 NO0566
 NO0566  NAD 83(2007)-  42 08 55.96042(N)    101 02 04.89310(W) AD(2002.00) 0
 NO0566  ELLIP H (02/10/07)  979.411  (m)                       GP(2002.00)    
 NO0566  ELLIP H (09/24/01)  979.386  (m)                       GP(       ) 4 1
 NO0566  NAD 83(1995)-  42 08 55.96018(N)    101 02 04.89280(W) AD(       ) B
 NO0566  ELLIP H (06/25/96)  979.421  (m)                       GP(       ) 1 1
 NO0566  NAVD 88            1000.04   (m)         3281.0    (f) LEVELING    3  
 NO0566  NGVD 29 (02/14/92)  999.721  (m)         3279.92   (f) ADJUSTED    1 2
 NO0566
 NO0566.Superseded values are not recommended for survey control.
 NO0566
 NO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0566.See file dsdata.pdf to determine how the superseded data were derived.
 NO0566
 NO0566_MARKER: I = METAL ROD
 NO0566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0566_STAMPING: P 432 1991
 NO0566_MARK LOGO: NGS
 NO0566_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0566+STABILITY: POSITION/ELEVATION WELL
 NO0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0566+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2017
 NO0566_ROD/PIPE-DEPTH: 13.3 meters
 NO0566_SLEEVE-DEPTH  : 7.9 meters
 NO0566
 NO0566  HISTORY     - Date     Condition        Report By
 NO0566  HISTORY     - 1991     MONUMENTED       NGS
 NO0566  HISTORY     - 19950519 GOOD             NGS
 NO0566  HISTORY     - 20160216 GOOD             NEGS
 NO0566  HISTORY     - 20160217 GOOD             NEGS
 NO0566  HISTORY     - 20170129 GOOD             COMPDA
 NO0566
 NO0566                          STATION DESCRIPTION
 NO0566
 NO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0566'12.2 KM (7.60 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0566'OF STATE HIGHWAY 2 IN MULLEN, 94.5 M (310.0 FT) NORTHEAST OF THE
 NO0566'NORTHEAST CORNER OF THE CHERRY COUNTY HIGHWAY MAINTENANCE GARAGE,
 NO0566'43.1 M (141.4 FT) NORTH OF THE CENTER OF AN ENTRANCE ROAD TO THE
 NO0566'STATE YARD, 33.4 M (109.6 FT) WEST OF THE HIGHWAY CENTERLINE, 21.6 M
 NO0566'(70.9 FT) WEST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 NO0566'THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 NO0566'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0566
 NO0566                          STATION RECOVERY (1995)
 NO0566
 NO0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0566'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF MULLEN, 4.15 MI
 NO0566'(6.68 KM) NORTH OF THE CHERRY/HOOKER COUNTY LINE, AT THE NORTHEAST
 NO0566'CORNER OF A CHERRY COUNTY MAINTENANCE GARAGE, ON COUNTY PROPERTY AND
 NO0566'NEAR THE SOUTH 1/4 CORNER OF SEC10, T25N, R32W, JUST WEST OF STATE
 NO0566'HIGHWAY 97.  TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2
 NO0566'AND 97 AT MULLEN, GO NORTH ON HIGHWAY 97 FOR 3.45 MI (5.55 KM) TO THE
 NO0566'CHERRY COUNTY LINE.  CONTINUE NORTH ON THE HIGHWAY FOR 4.15 MI (6.68
 NO0566'KM) TO THE COUNTY GARAGE AND THE MARK ON THE LEFT.  THE MARK IS A
 NO0566'SLEEVED STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO
 NO0566'CAP THAT IS FLUSH WITH THE GROUND.  IT IS 94.5 M (310.0 FT) NORTHEAST
 NO0566'OF THE NORTHEAST CORNER OF THE GARAGE BUILDING, 43.1 M (141.4 FT)
 NO0566'NORTH OF THE ENTRANCE ROAD TO THE GARAGE, 33.4 M (109.6 FT) WEST OF
 NO0566'THE CENTERLINE OF THE HIGHWAY, 21.6 M (70.9 FT) WEST OF A T-FENCE
 NO0566'CORNER, 3.0 FT (0.9 M) NORTHWEST OF A WITNESS POST, 3.0 FT (0.9 M)
 NO0566'NORTHEAST OF A WITNESS POST, 0.5 M (1.6 FT) SOUTH OF A FENCE AND A
 NO0566'WITNESS POST AND IS ABOUT 3.0 FT (0.9 M) LOWER THAN THE HIGHWAY.
 NO0566
 NO0566                          STATION RECOVERY (2016)
 NO0566
 NO0566'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NO0566'FOUND IN GOOD CONDITION
 NO0566
 NO0566                          STATION RECOVERY (2016)
 NO0566
 NO0566'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NO0566'RECOVERED IN GOOD CONDITION
 NO0566
 NO0566                          STATION RECOVERY (2017)
 NO0566
 NO0566'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 NO0566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0521 ***********************************************************************
 MM0521  DESIGNATION -  P 433
 MM0521  PID         -  MM0521
 MM0521  STATE/COUNTY-  NE/HOOKER
 MM0521  COUNTRY     -  US
 MM0521  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0521
 MM0521                         *CURRENT SURVEY CONTROL
 MM0521  ______________________________________________________________________
 MM0521* NAD 83(1986) POSITION- 41 52 07.     (N) 101 02 57.     (W)   SCALED
 MM0521* NAVD 88 ORTHO HEIGHT -   998.357 (meters)     3275.44  (feet) ADJUSTED
 MM0521  ______________________________________________________________________
 MM0521  GEOID HEIGHT    -        -20.722 (meters)                     GEOID18
 MM0521  DYNAMIC HEIGHT  -        997.823 (meters)     3273.69  (feet) COMP
 MM0521  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 MM0521
 MM0521  VERT ORDER      -  FIRST     CLASS II
 MM0521
 MM0521.The horizontal coordinates were scaled from a map and have
 MM0521.an estimated accuracy of +/- 6 seconds.
 MM0521
 MM0521.The orthometric height was determined by differential leveling and
 MM0521.adjusted by the NATIONAL GEODETIC SURVEY
 MM0521.in June 1994.
 MM0521
 MM0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0521.GEOID18 height accuracy estimate available here.
 MM0521
 MM0521.Click photographs - Photos may exist for this station.
 MM0521
 MM0521.The dynamic height is computed by dividing the NAVD 88
 MM0521.geopotential number by the normal gravity value computed on the
 MM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0521.degrees latitude (g = 980.6199 gals.).
 MM0521
 MM0521.The modeled gravity was interpolated from observed gravity values.
 MM0521
 MM0521;                    North         East    Units  Estimated Accuracy
 MM0521;SPC NE       -   226,500.      412,930.      MT  (+/- 180 meters Scaled)
 MM0521
 MM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM299372(NAD 83)
 MM0521
 MM0521                          SUPERSEDED SURVEY CONTROL
 MM0521
 MM0521  NGVD 29 (02/14/92)  998.040  (m)         3274.40   (f) ADJUSTED    1 2
 MM0521
 MM0521.Superseded values are not recommended for survey control.
 MM0521
 MM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0521.See file dsdata.pdf to determine how the superseded data were derived.
 MM0521
 MM0521_MARKER: I = METAL ROD
 MM0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0521_STAMPING: P 433 1991
 MM0521_MARK LOGO: NGS
 MM0521_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0521_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0521+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0521_ROD/PIPE-DEPTH: 15.8 meters
 MM0521
 MM0521  HISTORY     - Date     Condition        Report By
 MM0521  HISTORY     - 1991     MONUMENTED       NGS
 MM0521
 MM0521                          STATION DESCRIPTION
 MM0521
 MM0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0521'19.8 KM (12.30 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0521'OF STATE HIGHWAY 2 IN MULLEN, 48.0 M (157.5 FT) SOUTHWEST OF THE
 MM0521'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) SOUTHEAST OF THE CENTER OF A
 MM0521'CATTLE GUARD AND MUNN HEREFORD RANCH ENTRANCE ROAD, 2.0 M (6.6 FT)
 MM0521'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A
 MM0521'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0521'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0547 ***********************************************************************
 MM0547  DESIGNATION -  P 434
 MM0547  PID         -  MM0547
 MM0547  STATE/COUNTY-  NE/LINCOLN
 MM0547  COUNTRY     -  US
 MM0547  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0547
 MM0547                         *CURRENT SURVEY CONTROL
 MM0547  ______________________________________________________________________
 MM0547* NAD 83(1986) POSITION- 41 13 02.     (N) 100 47 31.     (W)   SCALED
 MM0547* NAVD 88 ORTHO HEIGHT -   885.748 (meters)     2905.99  (feet) ADJUSTED
 MM0547  ______________________________________________________________________
 MM0547  GEOID HEIGHT    -        -22.040 (meters)                     GEOID18
 MM0547  DYNAMIC HEIGHT  -        885.231 (meters)     2904.30  (feet) COMP
 MM0547  MODELED GRAVITY -    980,010.2   (mgal)                       NAVD 88
 MM0547
 MM0547  VERT ORDER      -  FIRST     CLASS II
 MM0547
 MM0547.The horizontal coordinates were scaled from a map and have
 MM0547.an estimated accuracy of +/- 6 seconds.
 MM0547
 MM0547.The orthometric height was determined by differential leveling and
 MM0547.adjusted by the NATIONAL GEODETIC SURVEY
 MM0547.in June 1994.
 MM0547
 MM0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0547.GEOID18 height accuracy estimate available here.
 MM0547
 MM0547.Click photographs - Photos may exist for this station.
 MM0547
 MM0547.The dynamic height is computed by dividing the NAVD 88
 MM0547.geopotential number by the normal gravity value computed on the
 MM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0547.degrees latitude (g = 980.6199 gals.).
 MM0547
 MM0547.The modeled gravity was interpolated from observed gravity values.
 MM0547
 MM0547;                    North         East    Units  Estimated Accuracy
 MM0547;SPC NE       -   153,950.      433,610.      MT  (+/- 180 meters Scaled)
 MM0547
 MM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL497644(NAD 83)
 MM0547
 MM0547                          SUPERSEDED SURVEY CONTROL
 MM0547
 MM0547  NGVD 29 (02/14/92)  885.396  (m)         2904.84   (f) ADJUSTED    1 2
 MM0547
 MM0547.Superseded values are not recommended for survey control.
 MM0547
 MM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0547.See file dsdata.pdf to determine how the superseded data were derived.
 MM0547
 MM0547_MARKER: I = METAL ROD
 MM0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0547_STAMPING: P 434 1991
 MM0547_MARK LOGO: NGS
 MM0547_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0547_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0547+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0547_ROD/PIPE-DEPTH: 15.8 meters
 MM0547
 MM0547  HISTORY     - Date     Condition        Report By
 MM0547  HISTORY     - 1991     MONUMENTED       NGS
 MM0547
 MM0547                          STATION DESCRIPTION
 MM0547
 MM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0547'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0547'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0547'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 3.2 KM (2.00 MI)
 MM0547'NORTHERLY ALONG WASHBOARD ROAD, THENCE 2.5 KM (1.55 MI) WESTERLY
 MM0547'ALONG A GRAVELED ROAD, THENCE 2.6 KM (1.60 MI) NORTHERLY ALONG A
 MM0547'GRAVELED ROAD, ON THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 MM0547'WEST, 10.5 M (34.4 FT) EAST OF THE ROAD CENTER, 10.4 M (34.1 FT)
 MM0547'NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 0.6 M (2.0 FT) ABOVE THE
 MM0547'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 MM0547'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1449 ***********************************************************************
 LH1449  DESIGNATION -  P 435
 LH1449  PID         -  LH1449
 LH1449  STATE/COUNTY-  NE/BUFFALO
 LH1449  COUNTRY     -  US
 LH1449  USGS QUAD   -  NEWARK (2017)
 LH1449
 LH1449                         *CURRENT SURVEY CONTROL
 LH1449  ______________________________________________________________________
 LH1449* NAD 83(1986) POSITION- 40 43 29.     (N) 098 57 02.     (W)   SCALED
 LH1449* NAVD 88 ORTHO HEIGHT -   639.531 (meters)     2098.19  (feet) ADJUSTED
 LH1449  ______________________________________________________________________
 LH1449  GEOID HEIGHT    -        -24.498 (meters)                     GEOID18
 LH1449  DYNAMIC HEIGHT  -        639.172 (meters)     2097.02  (feet) COMP
 LH1449  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 LH1449
 LH1449  VERT ORDER      -  FIRST     CLASS II
 LH1449
 LH1449.The horizontal coordinates were scaled from a map and have
 LH1449.an estimated accuracy of +/- 6 seconds.
 LH1449
 LH1449.The orthometric height was determined by differential leveling and
 LH1449.adjusted by the NATIONAL GEODETIC SURVEY
 LH1449.in May 1993.
 LH1449
 LH1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1449.GEOID18 height accuracy estimate available here.
 LH1449
 LH1449.Click photographs - Photos may exist for this station.
 LH1449
 LH1449.The dynamic height is computed by dividing the NAVD 88
 LH1449.geopotential number by the normal gravity value computed on the
 LH1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1449.degrees latitude (g = 980.6199 gals.).
 LH1449
 LH1449.The modeled gravity was interpolated from observed gravity values.
 LH1449
 LH1449;                    North         East    Units  Estimated Accuracy
 LH1449;SPC NE       -    99,510.      588,640.      MT  (+/- 180 meters Scaled)
 LH1449
 LH1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041082(NAD 83)
 LH1449
 LH1449                          SUPERSEDED SURVEY CONTROL
 LH1449
 LH1449  NGVD 29 (02/14/92)  639.271  (m)         2097.34   (f) ADJUSTED    1 2
 LH1449
 LH1449.Superseded values are not recommended for survey control.
 LH1449
 LH1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1449.See file dsdata.pdf to determine how the superseded data were derived.
 LH1449
 LH1449_MARKER: I = METAL ROD
 LH1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1449_STAMPING: P 435 1991
 LH1449_MARK LOGO: NGS
 LH1449_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1449_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1449+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1449_ROD/PIPE-DEPTH: 25.2 meters
 LH1449
 LH1449  HISTORY     - Date     Condition        Report By
 LH1449  HISTORY     - 1991     MONUMENTED       NGS
 LH1449
 LH1449                          STATION DESCRIPTION
 LH1449
 LH1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1449'11.7 KM (7.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1449'OF STATE HIGHWAY 44 IN KEARNEY, 24.9 M (81.7 FT) WEST OF THE
 LH1449'CENTERLINE OF STATE HIGHWAY 10, 23.5 M (77.1 FT) SOUTH OF THE
 LH1449'CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF THE NEAR RAIL OF
 LH1449'THE UNION PACIFIC RAILROAD, 1.9 M (6.2 FT) WEST-SOUTHWEST OF A
 LH1449'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5
 LH1449'M (1.6 FT) EAST-NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LH1449'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1492 ***********************************************************************
 LH1492  DESIGNATION -  P 436
 LH1492  PID         -  LH1492
 LH1492  STATE/COUNTY-  NE/ADAMS
 LH1492  COUNTRY     -  US
 LH1492  USGS QUAD   -  HASTINGS EAST (2017)
 LH1492
 LH1492                         *CURRENT SURVEY CONTROL
 LH1492  ______________________________________________________________________
 LH1492* NAD 83(1986) POSITION- 40 34 55.21   (N) 098 19 33.26   (W)   HD_HELD1
 LH1492* NAVD 88 ORTHO HEIGHT -   578.820 (meters)     1899.01  (feet) ADJUSTED
 LH1492  ______________________________________________________________________
 LH1492  GEOID HEIGHT    -        -25.375 (meters)                     GEOID18
 LH1492  DYNAMIC HEIGHT  -        578.500 (meters)     1897.96  (feet) COMP
 LH1492  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 LH1492
 LH1492  VERT ORDER      -  FIRST     CLASS II
 LH1492
 LH1492.The horizontal coordinates were determined by differentially corrected
 LH1492.hand held GPS observations or other comparable positioning techniques
 LH1492.and have an estimated accuracy of +/- 3 meters.
 LH1492
 LH1492.The orthometric height was determined by differential leveling and
 LH1492.adjusted by the NATIONAL GEODETIC SURVEY
 LH1492.in May 1993.
 LH1492
 LH1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1492.GEOID18 height accuracy estimate available here.
 LH1492
 LH1492.Click photographs - Photos may exist for this station.
 LH1492
 LH1492.The dynamic height is computed by dividing the NAVD 88
 LH1492.geopotential number by the normal gravity value computed on the
 LH1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1492.degrees latitude (g = 980.6199 gals.).
 LH1492
 LH1492.The modeled gravity was interpolated from observed gravity values.
 LH1492
 LH1492;                    North         East    Units  Estimated Accuracy
 LH1492;SPC NE       -    84,496.4     641,697.3     MT  (+/- 3 meters HH1 GPS) 
 LH1492
 LH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5704992575(NAD 83)
 LH1492
 LH1492                          SUPERSEDED SURVEY CONTROL
 LH1492
 LH1492.No superseded survey control is available for this station.
 LH1492
 LH1492_MARKER: F = FLANGE-ENCASED ROD
 LH1492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1492_STAMPING: P 436 1991
 LH1492_MARK LOGO: NGS
 LH1492_PROJECTION: PROJECTING 1 CENTIMETERS
 LH1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1492+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LH1492_ROD/PIPE-DEPTH: 9.7 meters
 LH1492
 LH1492  HISTORY     - Date     Condition        Report By
 LH1492  HISTORY     - 1991     MONUMENTED       NGS
 LH1492  HISTORY     - 20080408 GOOD             JCLS
 LH1492  HISTORY     - 20100427 GOOD             JEOCON
 LH1492  HISTORY     - 20200728 GOOD             WSRR
 LH1492
 LH1492                          STATION DESCRIPTION
 LH1492
 LH1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1492'7.0 KM (4.35 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1492'U.S. HIGHWAY 281 IN HASTINGS, 45.8 M (150.3 FT) SOUTH OF THE HIGHWAY
 LH1492'CENTERLINE, 40.9 M (134.2 FT) EAST OF THE CENTER OF THE NORTHBOUND
 LH1492'LANE OF THE CENTRAL COMMUNITY COLLEGE ENTRANCE ROAD, 1.0 M (3.3 FT)
 LH1492'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A SIGN
 LH1492'(CONTROLLED ACCESS), 0.5 M (1.6 FT) NORTHEAST OF A RIGHT-OF-WAY POST,
 LH1492'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 LH1492'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1492
 LH1492                          STATION RECOVERY (2008)
 LH1492
 LH1492'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LH1492'RECOVERED IN GOOD CONDITION.
 LH1492
 LH1492                          STATION RECOVERY (2010)
 LH1492
 LH1492'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1492'RECOVERED IN GOOD CONDITION.
 LH1492
 LH1492                          STATION RECOVERY (2020)
 LH1492
 LH1492'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LH1492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1270 ***********************************************************************
 LG1270  DESIGNATION -  P 437
 LG1270  PID         -  LG1270
 LG1270  STATE/COUNTY-  NE/FILLMORE
 LG1270  COUNTRY     -  US
 LG1270  USGS QUAD   -  GRAFTON (2017)
 LG1270
 LG1270                         *CURRENT SURVEY CONTROL
 LG1270  ______________________________________________________________________
 LG1270* NAD 83(1986) POSITION- 40 38 04.     (N) 097 38 01.     (W)   SCALED
 LG1270* NAVD 88 ORTHO HEIGHT -   504.524 (meters)     1655.26  (feet) ADJUSTED
 LG1270  ______________________________________________________________________
 LG1270  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 LG1270  DYNAMIC HEIGHT  -        504.248 (meters)     1654.35  (feet) COMP
 LG1270  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 LG1270
 LG1270  VERT ORDER      -  FIRST     CLASS II
 LG1270
 LG1270.The horizontal coordinates were scaled from a map and have
 LG1270.an estimated accuracy of +/- 6 seconds.
 LG1270
 LG1270.The orthometric height was determined by differential leveling and
 LG1270.adjusted by the NATIONAL GEODETIC SURVEY
 LG1270.in May 1993.
 LG1270
 LG1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1270.GEOID18 height accuracy estimate available here.
 LG1270
 LG1270.Click photographs - Photos may exist for this station.
 LG1270
 LG1270.The dynamic height is computed by dividing the NAVD 88
 LG1270.geopotential number by the normal gravity value computed on the
 LG1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1270.degrees latitude (g = 980.6199 gals.).
 LG1270
 LG1270.The modeled gravity was interpolated from observed gravity values.
 LG1270
 LG1270;                    North         East    Units  Estimated Accuracy
 LG1270;SPC NE       -    91,690.      700,120.      MT  (+/- 180 meters Scaled)
 LG1270
 LG1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK155990(NAD 83)
 LG1270
 LG1270                          SUPERSEDED SURVEY CONTROL
 LG1270
 LG1270.No superseded survey control is available for this station.
 LG1270
 LG1270_MARKER: I = METAL ROD
 LG1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1270_STAMPING: P 437 1991
 LG1270_MARK LOGO: NGS
 LG1270_PROJECTION: FLUSH
 LG1270_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1270+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1270_ROD/PIPE-DEPTH: 8.0 meters
 LG1270
 LG1270  HISTORY     - Date     Condition        Report By
 LG1270  HISTORY     - 1991     MONUMENTED       NGS
 LG1270
 LG1270                          STATION DESCRIPTION
 LG1270
 LG1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1270'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1270'U.S. HIGHWAY 81 IN FAIRMONT, 70.0 M (229.7 FT) NORTH OF THE
 LG1270'CENTERLINE OF THE HIGHWAY, 28.2 M (92.5 FT) NORTH OF THE NEAR RAIL OF
 LG1270'THE BURLINGTON NORTHERN RAILROAD, 11.0 M (36.1 FT) EAST OF THE CENTER
 LG1270'OF A COUNTY ROAD, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, 1.1 M (3.6
 LG1270'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 LG1270'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1312 ***********************************************************************
 LG1312  DESIGNATION -  P 438
 LG1312  PID         -  LG1312
 LG1312  STATE/COUNTY-  NE/LANCASTER
 LG1312  COUNTRY     -  US
 LG1312  USGS QUAD   -  ROCA (2017)
 LG1312
 LG1312                         *CURRENT SURVEY CONTROL
 LG1312  ______________________________________________________________________
 LG1312* NAD 83(1986) POSITION- 40 41 50.0    (N) 096 42 20.5    (W)   HD_HELD2
 LG1312* NAVD 88 ORTHO HEIGHT -   379.342 (meters)     1244.56  (feet) ADJUSTED
 LG1312  ______________________________________________________________________
 LG1312  GEOID HEIGHT    -        -25.926 (meters)                     GEOID18
 LG1312  DYNAMIC HEIGHT  -        379.179 (meters)     1244.02  (feet) COMP
 LG1312  MODELED GRAVITY -    980,181.8   (mgal)                       NAVD 88
 LG1312
 LG1312  VERT ORDER      -  FIRST     CLASS II
 LG1312
 LG1312.The horizontal coordinates were established by autonomous hand held GPS
 LG1312.observations and have an estimated accuracy of +/- 10 meters.
 LG1312
 LG1312.The orthometric height was determined by differential leveling and
 LG1312.adjusted by the NATIONAL GEODETIC SURVEY
 LG1312.in May 1993.
 LG1312
 LG1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1312.GEOID18 height accuracy estimate available here.
 LG1312
 LG1312.Click photographs - Photos may exist for this station.
 LG1312
 LG1312.The dynamic height is computed by dividing the NAVD 88
 LG1312.geopotential number by the normal gravity value computed on the
 LG1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1312.degrees latitude (g = 980.6199 gals.).
 LG1312
 LG1312.The modeled gravity was interpolated from observed gravity values.
 LG1312
 LG1312;                    North         East    Units  Estimated Accuracy
 LG1312;SPC NE       -   101,219.      778,297.      MT  (+/- 10 meters HH2 GPS)
 LG1312
 LG1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9384207678(NAD 83)
 LG1312
 LG1312                          SUPERSEDED SURVEY CONTROL
 LG1312
 LG1312.No superseded survey control is available for this station.
 LG1312
 LG1312_MARKER: F = FLANGE-ENCASED ROD
 LG1312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1312_STAMPING: P 438 1991
 LG1312_MARK LOGO: NGS
 LG1312_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1312+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 LG1312_ROD/PIPE-DEPTH: 8.6 meters
 LG1312_SLEEVE-DEPTH  : 0.9 meters
 LG1312
 LG1312  HISTORY     - Date     Condition        Report By
 LG1312  HISTORY     - 1991     MONUMENTED       NGS
 LG1312  HISTORY     - 20060822 GOOD             NEDR
 LG1312  HISTORY     - 20180920 GOOD             JORSUR
 LG1312
 LG1312                          STATION DESCRIPTION
 LG1312
 LG1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1312'9.2 KM (5.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1312'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 22.2 M (72.8 FT)
 LG1312'SOUTH OF THE CENTER OF SALTILLO ROAD, 20.6 M (67.6 FT) WEST OF AND
 LG1312'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 LG1312'12.4 M (40.7 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE, 1.2 M (3.9
 LG1312'FT) NORTH OF A UTILITY POLE AND RIGHT-OF-WAY MARKER, AND 0.3 M (1.0
 LG1312'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1312'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1312'SPECIFICATIONS FOR A CLASS A MARK.
 LG1312
 LG1312                          STATION RECOVERY (2006)
 LG1312
 LG1312'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG1312'RECOVERED IN GOOD CONDITION.
 LG1312
 LG1312                          STATION RECOVERY (2018)
 LG1312
 LG1312'RECOVERY NOTE BY JORGENSEN SURVEYING 2018 (BAJ)
 LG1312'THE POWER POLES HAVE BEEN REPLACED.  THE MARK IS NOW 4.85 FT (1.5 M)
 LG1312'SOUTH OF THE FACE OF A GUYED POWER POLE, 1 FT (0.3 M) EAST OF OVERHEAD
 LG1312'GUY LINES AND A CARSONITE WITNESS POST AND 3.75 FT (1.1 M) NORTH OF
 LG1312'THE NORTH FACE OF A CONCRETE RIGHT OF WAY MARKER.  THE ACCESS COVER IS
 LG1312'0.2 FT (6 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DO4665 ***********************************************************************
 DO4665  DESIGNATION -  P 438 RESET
 DO4665  PID         -  DO4665
 DO4665  STATE/COUNTY-  NE/LANCASTER
 DO4665  COUNTRY     -  US
 DO4665  USGS QUAD   -  ROCA (2017)
 DO4665
 DO4665                         *CURRENT SURVEY CONTROL
 DO4665  ______________________________________________________________________
 DO4665* NAD 83(1986) POSITION- 40 41 51.61   (N) 096 42 27.66   (W)   HD_HELD1
 DO4665* NAVD 88 ORTHO HEIGHT -   386.67  (meters)     1268.6   (feet) RESET
 DO4665  ______________________________________________________________________
 DO4665  GEOID HEIGHT    -        -25.928 (meters)                     GEOID18
 DO4665  VERT ORDER      -  THIRD
 DO4665
 DO4665.The horizontal coordinates were determined by differentially corrected
 DO4665.hand held GPS observations or other comparable positioning techniques
 DO4665.and have an estimated accuracy of +/- 3 meters.
 DO4665
 DO4665.The orthometric height was computed from unverified reset data.
 DO4665
 DO4665.No vertical observational check was made to the station.
 DO4665
 DO4665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4665.GEOID18 height accuracy estimate available here.
 DO4665
 DO4665.Click photographs - Photos may exist for this station.
 DO4665
 DO4665;                    North         East    Units  Estimated Accuracy
 DO4665;SPC NE       -   101,262.2     778,126.7     MT  (+/- 3 meters HH1 GPS) 
 DO4665
 DO4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9367307723(NAD 83)
 DO4665
 DO4665                          SUPERSEDED SURVEY CONTROL
 DO4665
 DO4665.No superseded survey control is available for this station.
 DO4665
 DO4665_MARKER: DV = VERTICAL CONTROL DISK
 DO4665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4665_STAMPING: P 438 RESET 2007
 DO4665_MARK LOGO: NGS
 DO4665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4665+STABILITY: SURFACE MOTION
 DO4665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4665+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2007
 DO4665
 DO4665  HISTORY     - Date     Condition        Report By
 DO4665  HISTORY     - 20070310 MONUMENTED       NEDR
 DO4665
 DO4665                          STATION DESCRIPTION
 DO4665
 DO4665'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 DO4665'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF DENTON,
 DO4665'7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF LINCOLN AND 3.8 MI (6.1 KM)
 DO4665'NORTHWEST OF ROCA.
 DO4665'
 DO4665'TO REACH FROM HIGHWAY 77 AND SALTILLO ROAD SOUTH OF LINCOLN, GO
 DO4665'APPROXIMATELY 700 FT (213.4 M) WEST ON SALTILLO ROAD TO THE MARK, 99
 DO4665'FT (30.5 M) NORTH OF THE ROAD IN NORRIS PUBLIC POWER PROPERTY. THIS
 DO4665'LOCATION IS 5.7 MI (9.2 KM) SOUTHERLY ALONG SOUTH 14TH ST FROM THE
 DO4665'JUNCTION WITH HIGHWAY 2 IN LINCOLN.
 DO4665'
 DO4665'THE MARK IS 92.84 FT (28.3 M) NORTHEAST OF SE CORNER OF NORRIS PUBLIC
 DO4665'POWER BUILDING, 51.5 FT (15.7 M) WEST OF NORTH-SOUTH SERVICE ROAD TO
 DO4665'HONDA AND APACHE CAMPER SALES, 50.9 FT (15.5 M) SOUTH OF 10 INCH (25
 DO4665'CM) ASH TREE SOUTH FACE, 41.0 FT (12.5 M) EAST OF NORRIS PUBLIC POWER
 DO4665'DRIVEWAY AND 24.82 FT (7.6 M) SSE OF ORANGE WITNESS POST AT BOTTOM
 DO4665'CURB.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1339 ***********************************************************************
 LG1339  DESIGNATION -  P 439
 LG1339  PID         -  LG1339
 LG1339  STATE/COUNTY-  NE/OTOE
 LG1339  COUNTRY     -  US
 LG1339  USGS QUAD   -  UNADILLA (2017)
 LG1339
 LG1339                         *CURRENT SURVEY CONTROL
 LG1339  ______________________________________________________________________
 LG1339* NAD 83(1986) POSITION- 40 42 41.     (N) 096 19 22.     (W)   SCALED
 LG1339* NAVD 88 ORTHO HEIGHT -   337.242 (meters)     1106.43  (feet) ADJUSTED
 LG1339  ______________________________________________________________________
 LG1339  GEOID HEIGHT    -        -26.669 (meters)                     GEOID18
 LG1339  DYNAMIC HEIGHT  -        337.091 (meters)     1105.94  (feet) COMP
 LG1339  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 LG1339
 LG1339  VERT ORDER      -  FIRST     CLASS II
 LG1339
 LG1339.The horizontal coordinates were scaled from a map and have
 LG1339.an estimated accuracy of +/- 6 seconds.
 LG1339
 LG1339.The orthometric height was determined by differential leveling and
 LG1339.adjusted by the NATIONAL GEODETIC SURVEY
 LG1339.in May 1993.
 LG1339
 LG1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1339.GEOID18 height accuracy estimate available here.
 LG1339
 LG1339.Click photographs - Photos may exist for this station.
 LG1339
 LG1339.The dynamic height is computed by dividing the NAVD 88
 LG1339.geopotential number by the normal gravity value computed on the
 LG1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1339.degrees latitude (g = 980.6199 gals.).
 LG1339
 LG1339.The modeled gravity was interpolated from observed gravity values.
 LG1339
 LG1339;                    North         East    Units  Estimated Accuracy
 LG1339;SPC NE       -   104,090.      810,560.      MT  (+/- 180 meters Scaled)
 LG1339
 LG1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL261101(NAD 83)
 LG1339
 LG1339                          SUPERSEDED SURVEY CONTROL
 LG1339
 LG1339.No superseded survey control is available for this station.
 LG1339
 LG1339_MARKER: DV = VERTICAL CONTROL DISK
 LG1339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1339_SP_SET: ABUTMENT
 LG1339_STAMPING: P 439 1991
 LG1339_MARK LOGO: NGS
 LG1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1339+STABILITY: POSITION/ELEVATION WELL
 LG1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1339+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1339
 LG1339  HISTORY     - Date     Condition        Report By
 LG1339  HISTORY     - 1991     MONUMENTED       NGS
 LG1339
 LG1339                          STATION DESCRIPTION
 LG1339
 LG1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1339'14.1 KM (8.75 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1339'STATE HIGHWAY 50 IN SYRACUSE, SET VERTICALLY IN THE SOUTH END OF THE
 LG1339'WEST CONCRETE ABUTMENT OF BRIDGE NUMBER 48008 SPANNING HOOPER CREEK,
 LG1339'6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.1 M (3.6
 LG1339'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF THE
 LG1339'SOUTHEAST CORNER OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1372 ***********************************************************************
 LG1372  DESIGNATION -  P 440
 LG1372  PID         -  LG1372
 LG1372  STATE/COUNTY-  NE/LANCASTER
 LG1372  COUNTRY     -  US
 LG1372  USGS QUAD   -  LINCOLN (2017)
 LG1372
 LG1372                         *CURRENT SURVEY CONTROL
 LG1372  ______________________________________________________________________
 LG1372* NAD 83(1986) POSITION- 40 50 47.     (N) 096 43 13.     (W)   SCALED
 LG1372* NAVD 88 ORTHO HEIGHT -   362.304 (meters)     1188.66  (feet) ADJUSTED
 LG1372  ______________________________________________________________________
 LG1372  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 LG1372  DYNAMIC HEIGHT  -        362.141 (meters)     1188.12  (feet) COMP
 LG1372  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 LG1372
 LG1372  VERT ORDER      -  FIRST     CLASS II
 LG1372
 LG1372.The horizontal coordinates were scaled from a map and have
 LG1372.an estimated accuracy of +/- 6 seconds.
 LG1372
 LG1372.The orthometric height was determined by differential leveling and
 LG1372.adjusted by the NATIONAL GEODETIC SURVEY
 LG1372.in May 1993.
 LG1372
 LG1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1372.GEOID18 height accuracy estimate available here.
 LG1372
 LG1372.Click photographs - Photos may exist for this station.
 LG1372
 LG1372.The dynamic height is computed by dividing the NAVD 88
 LG1372.geopotential number by the normal gravity value computed on the
 LG1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1372.degrees latitude (g = 980.6199 gals.).
 LG1372
 LG1372.The modeled gravity was interpolated from observed gravity values.
 LG1372
 LG1372;                    North         East    Units  Estimated Accuracy
 LG1372;SPC NE       -   117,720.      776,440.      MT  (+/- 180 meters Scaled)
 LG1372
 LG1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL921242(NAD 83)
 LG1372
 LG1372                          SUPERSEDED SURVEY CONTROL
 LG1372
 LG1372.No superseded survey control is available for this station.
 LG1372
 LG1372_MARKER: I = METAL ROD
 LG1372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1372_STAMPING: P 440 1992
 LG1372_MARK LOGO: NGS
 LG1372_PROJECTION: FLUSH
 LG1372_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1372+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1372_ROD/PIPE-DEPTH: 10.4 meters
 LG1372
 LG1372  HISTORY     - Date     Condition        Report By
 LG1372  HISTORY     - 1992     MONUMENTED       NGS
 LG1372  HISTORY     - 20050312 GOOD             GEOCAC
 LG1372
 LG1372                          STATION DESCRIPTION
 LG1372
 LG1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1372'IN LINCOLN, AT 3525 NORTH FIRST STREET, 12.0 M (39.4 FT) SOUTHEAST OF
 LG1372'THE SOUTHEAST CORNER OF THE MOST SOUTHERLY OF 2 GARAGES AT 3525 NORTH
 LG1372'FIRST STREET, 11.8 M (38.7 FT) WEST OF THE STREET CENTERLINE, 2.0 M
 LG1372'(6.6 FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH OF A
 LG1372'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 LG1372'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1372
 LG1372                          STATION RECOVERY (2005)
 LG1372
 LG1372'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1372'THE UTILITY POLE IN THE 1992 DESCRIPTION HAS BEEN REMOVED, AND THE
 LG1372'FOLLOWING REFERENCE CAN BE INCLUDED. THE MARK LIES 8.1 M NE OF THE NE
 LG1372'CORNER OF A BRICK APARTMENT BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0587 ***********************************************************************
 NO0587  DESIGNATION -  P 441
 NO0587  PID         -  NO0587
 NO0587  STATE/COUNTY-  NE/CHERRY
 NO0587  COUNTRY     -  US
 NO0587  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0587
 NO0587                         *CURRENT SURVEY CONTROL
 NO0587  ______________________________________________________________________
 NO0587* NAD 83(1986) POSITION- 42 55 31.     (N) 100 34 23.     (W)   SCALED
 NO0587* NAVD 88 ORTHO HEIGHT -   814.946 (meters)     2673.70  (feet) ADJUSTED
 NO0587  ______________________________________________________________________
 NO0587  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 NO0587  DYNAMIC HEIGHT  -        814.623 (meters)     2672.64  (feet) COMP
 NO0587  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 NO0587
 NO0587  VERT ORDER      -  FIRST     CLASS II
 NO0587
 NO0587.The horizontal coordinates were scaled from a map and have
 NO0587.an estimated accuracy of +/- 6 seconds.
 NO0587
 NO0587.The orthometric height was determined by differential leveling and
 NO0587.adjusted by the NATIONAL GEODETIC SURVEY
 NO0587.in June 1994.
 NO0587
 NO0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0587.GEOID18 height accuracy estimate available here.
 NO0587
 NO0587.Click photographs - Photos may exist for this station.
 NO0587
 NO0587.The dynamic height is computed by dividing the NAVD 88
 NO0587.geopotential number by the normal gravity value computed on the
 NO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0587.degrees latitude (g = 980.6199 gals.).
 NO0587
 NO0587.The modeled gravity was interpolated from observed gravity values.
 NO0587
 NO0587;                    North         East    Units  Estimated Accuracy
 NO0587;SPC NE       -   343,480.      453,220.      MT  (+/- 180 meters Scaled)
 NO0587
 NO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN716537(NAD 83)
 NO0587
 NO0587                          SUPERSEDED SURVEY CONTROL
 NO0587
 NO0587.No superseded survey control is available for this station.
 NO0587
 NO0587_MARKER: I = METAL ROD
 NO0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0587_STAMPING: P 441 1992
 NO0587_MARK LOGO: NGS
 NO0587_PROJECTION: FLUSH
 NO0587_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0587+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 NO0587_ROD/PIPE-DEPTH: 3.2 meters
 NO0587
 NO0587  HISTORY     - Date     Condition        Report By
 NO0587  HISTORY     - 1992     MONUMENTED       NGS
 NO0587  HISTORY     - 20140930 GOOD             GEOCAC
 NO0587
 NO0587                          STATION DESCRIPTION
 NO0587
 NO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0587'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0587'IN VALENTINE, 41.2 M (135.2 FT) NORTH-NORTHEAST OF THE NORTH END OF
 NO0587'THE EAST HEADWALL OF A TRIPLE CULVERT, 25.2 M (82.7 FT) EAST OF THE
 NO0587'CENTERLINE OF THE HIGHWAY, 16.4 M (53.8 FT) SOUTH OF THE CENTER OF A
 NO0587'PAVED DRIVEWAY, 12.2 M (40.0 FT) SOUTHEAST OF THE SOUTH END OF A
 NO0587'CULVERT UNDER THE DRIVEWAY, 4.8 M (15.7 FT) NORTH OF AN UNDERGROUND
 NO0587'CABLE JUNCTION BOX, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NO0587'1.0 M (3.3 FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) WEST OF A
 NO0587'WITNESS POST AND FENCE, NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0587'5-INCH LOGO CAP.
 NO0587
 NO0587                          STATION RECOVERY (2014)
 NO0587
 NO0587'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 NO0587'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3462 ***********************************************************************
 AI3462  DESIGNATION -  P 442
 AI3462  PID         -  AI3462
 AI3462  STATE/COUNTY-  NE/RED WILLOW
 AI3462  COUNTRY     -  US
 AI3462  USGS QUAD   -  MCCOOK WEST (2017)
 AI3462
 AI3462                         *CURRENT SURVEY CONTROL
 AI3462  ______________________________________________________________________
 AI3462* NAD 83(1986) POSITION- 40 11 44.     (N) 100 38 46.     (W)   SCALED
 AI3462* NAVD 88 ORTHO HEIGHT -   761.229 (meters)     2497.47  (feet) ADJUSTED
 AI3462  ______________________________________________________________________
 AI3462  GEOID HEIGHT    -        -23.970 (meters)                     GEOID18
 AI3462  DYNAMIC HEIGHT  -        760.722 (meters)     2495.80  (feet) COMP
 AI3462  MODELED GRAVITY -    979,933.5   (mgal)                       NAVD 88
 AI3462
 AI3462  VERT ORDER      -  SECOND    CLASS I
 AI3462
 AI3462.The horizontal coordinates were scaled from a map and have
 AI3462.an estimated accuracy of +/- 6 seconds.
 AI3462
 AI3462.The orthometric height was determined by differential leveling and
 AI3462.adjusted by the NATIONAL GEODETIC SURVEY
 AI3462.in July 2002.
 AI3462
 AI3462.No vertical observational check was made to the station.
 AI3462
 AI3462.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3462.GEOID18 height accuracy estimate available here.
 AI3462
 AI3462.Click photographs - Photos may exist for this station.
 AI3462
 AI3462.The dynamic height is computed by dividing the NAVD 88
 AI3462.geopotential number by the normal gravity value computed on the
 AI3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3462.degrees latitude (g = 980.6199 gals.).
 AI3462
 AI3462.The modeled gravity was interpolated from observed gravity values.
 AI3462
 AI3462;                    North         East    Units  Estimated Accuracy
 AI3462;SPC NE       -    40,430.      444,990.      MT  (+/- 180 meters Scaled)
 AI3462
 AI3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK598507(NAD 83)
 AI3462
 AI3462                          SUPERSEDED SURVEY CONTROL
 AI3462
 AI3462.No superseded survey control is available for this station.
 AI3462
 AI3462_MARKER: DV = VERTICAL CONTROL DISK
 AI3462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3462_SP_SET: CULVERT HEADWALL
 AI3462_STAMPING: P 442 1999
 AI3462_MARK LOGO: NGS
 AI3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3462+STABILITY: SURFACE MOTION
 AI3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3462+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3462
 AI3462  HISTORY     - Date     Condition        Report By
 AI3462  HISTORY     - 1999     MONUMENTED       NGS
 AI3462
 AI3462                          STATION DESCRIPTION
 AI3462
 AI3462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3462'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3462'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.1 WESTERLY ALONG A PAVED
 AI3462'ROAD, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH
 AI3462'CONCRETE HEADWALL OF A CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD,
 AI3462'24.0 M (78.7 FT) NORTH OF THE ROAD CENTER, 8.4 M (27.6 FT) SOUTH OF
 AI3462'THE NEAR RAIL, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK, AND 1.0 M
 AI3462'(3.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE MONUMENT IS ON
 AI3462'PROPERTY OWNED BY THE BURLINGTON NORTHERN SANTA FE RAILROAD, 100
 AI3462'NORRIS AVENUE, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-5972.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0522 ***********************************************************************
 LH0522  DESIGNATION -  P 5
 LH0522  PID         -  LH0522
 LH0522  STATE/COUNTY-  NE/BUFFALO
 LH0522  COUNTRY     -  US
 LH0522  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0522
 LH0522                         *CURRENT SURVEY CONTROL
 LH0522  ______________________________________________________________________
 LH0522* NAD 83(1986) POSITION- 40 41 24.     (N) 099 08 37.     (W)   SCALED
 LH0522* NAVD 88 ORTHO HEIGHT -   665.867 (meters)     2184.60  (feet) ADJUSTED
 LH0522  ______________________________________________________________________
 LH0522  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 LH0522  DYNAMIC HEIGHT  -        665.487 (meters)     2183.35  (feet) COMP
 LH0522  MODELED GRAVITY -    980,032.3   (mgal)                       NAVD 88
 LH0522
 LH0522  VERT ORDER      -  FIRST     CLASS II
 LH0522
 LH0522.The horizontal coordinates were scaled from a map and have
 LH0522.an estimated accuracy of +/- 6 seconds.
 LH0522
 LH0522.The orthometric height was determined by differential leveling and
 LH0522.adjusted by the NATIONAL GEODETIC SURVEY
 LH0522.in June 1991.
 LH0522
 LH0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0522.GEOID18 height accuracy estimate available here.
 LH0522
 LH0522.Click photographs - Photos may exist for this station.
 LH0522
 LH0522.The dynamic height is computed by dividing the NAVD 88
 LH0522.geopotential number by the normal gravity value computed on the
 LH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0522.degrees latitude (g = 980.6199 gals.).
 LH0522
 LH0522.The modeled gravity was interpolated from observed gravity values.
 LH0522
 LH0522;                    North         East    Units  Estimated Accuracy
 LH0522;SPC NE       -    95,470.      572,370.      MT  (+/- 180 meters Scaled)
 LH0522
 LH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML878043(NAD 83)
 LH0522
 LH0522                          SUPERSEDED SURVEY CONTROL
 LH0522
 LH0522  NGVD 29 (??/??/92)  665.608  (m)         2183.75   (f) ADJ UNCH    1 2
 LH0522
 LH0522.Superseded values are not recommended for survey control.
 LH0522
 LH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0522.See file dsdata.pdf to determine how the superseded data were derived.
 LH0522
 LH0522_MARKER: DB = BENCH MARK DISK
 LH0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0522_SP_SET: BRIDGE
 LH0522_STAMPING: P 5 1933
 LH0522_MARK LOGO: CGS
 LH0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0522
 LH0522  HISTORY     - Date     Condition        Report By
 LH0522  HISTORY     - 1933     MONUMENTED       CGS
 LH0522  HISTORY     - 1941     GOOD             CGS
 LH0522
 LH0522                          STATION DESCRIPTION
 LH0522
 LH0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0522'3.3 MI W FROM KEARNEY.
 LH0522'3.31 MILES WEST OF KEARNEY, BY RAIL OF UNION PACIFIC BRIDGE
 LH0522'192.31, A 65 FT PLATE GIRDER DECK BRIDGE, AND IS APPRO 1642 FT
 LH0522'WEST OF MILEPOST 192, 8.8 FT NORTH OF THE NORTH RAIL OF THE NORTH
 LH0522'MAINLINE TRACK, 21.8 FT NORTH OF THE NORTH RAIL OF THE SOUTH
 LH0522'MAINLINE TRACK, AND APPROX 403 FT WEST OF THE CENTERLINE OF
 LH0522'A ROAD CROSSING.  SAID ROAD CROSSING IS ON THE LINE BETWEEN
 LH0522'SECTIONS 4 AND 5, T.8.N., R.16.W.  TABLET IS MARKED P-5, 1933.
 LH0522
 LH0522                          STATION RECOVERY (1941)
 LH0522
 LH0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0523 ***********************************************************************
 LH0523  DESIGNATION -  P 5 RESET
 LH0523  PID         -  LH0523
 LH0523  STATE/COUNTY-  NE/BUFFALO
 LH0523  COUNTRY     -  US
 LH0523  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0523
 LH0523                         *CURRENT SURVEY CONTROL
 LH0523  ______________________________________________________________________
 LH0523* NAD 83(1986) POSITION- 40 41 24.     (N) 099 08 38.     (W)   SCALED
 LH0523* NAVD 88 ORTHO HEIGHT -   666.108 (meters)     2185.39  (feet) ADJUSTED
 LH0523  ______________________________________________________________________
 LH0523  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 LH0523  DYNAMIC HEIGHT  -        665.728 (meters)     2184.14  (feet) COMP
 LH0523  MODELED GRAVITY -    980,032.3   (mgal)                       NAVD 88
 LH0523
 LH0523  VERT ORDER      -  FIRST     CLASS II
 LH0523
 LH0523.The horizontal coordinates were scaled from a map and have
 LH0523.an estimated accuracy of +/- 6 seconds.
 LH0523
 LH0523.The orthometric height was determined by differential leveling and
 LH0523.adjusted by the NATIONAL GEODETIC SURVEY
 LH0523.in May 1993.
 LH0523
 LH0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0523.GEOID18 height accuracy estimate available here.
 LH0523
 LH0523.Click photographs - Photos may exist for this station.
 LH0523
 LH0523.The dynamic height is computed by dividing the NAVD 88
 LH0523.geopotential number by the normal gravity value computed on the
 LH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0523.degrees latitude (g = 980.6199 gals.).
 LH0523
 LH0523.The modeled gravity was interpolated from observed gravity values.
 LH0523
 LH0523;                    North         East    Units  Estimated Accuracy
 LH0523;SPC NE       -    95,470.      572,350.      MT  (+/- 180 meters Scaled)
 LH0523
 LH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML878043(NAD 83)
 LH0523
 LH0523                          SUPERSEDED SURVEY CONTROL
 LH0523
 LH0523  NGVD 29 (??/??/??)  665.84   (m)         2184.5    (f) RESET       3  
 LH0523  NGVD 29 (02/14/92)  665.849  (m)         2184.54   (f) ADJUSTED    1 2
 LH0523
 LH0523.Superseded values are not recommended for survey control.
 LH0523
 LH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0523.See file dsdata.pdf to determine how the superseded data were derived.
 LH0523
 LH0523_MARKER: DB = BENCH MARK DISK
 LH0523_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0523_SP_SET: BRIDGE ABUTMENT
 LH0523_STAMPING: P 5 RESET 1951
 LH0523_MARK LOGO: CGS
 LH0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0523+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0523
 LH0523  HISTORY     - Date     Condition        Report By
 LH0523  HISTORY     - 1951     MONUMENTED       UPRR
 LH0523  HISTORY     - 19910923 GOOD             NGS
 LH0523  HISTORY     - 19961212 GOOD             UPRR
 LH0523
 LH0523                          STATION DESCRIPTION
 LH0523
 LH0523'DESCRIBED BY UNION PACIFIC RAILROAD 1951
 LH0523'3.3 MI W FROM KEARNEY.
 LH0523'3.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0523'AT KEARNEY, BUFFALO COUNTY, 403 FEET WEST OF A ROAD CROSSING,
 LH0523'AT BRIDGE 192.31, AND IN THE NORTH END OF THE BACK WALL OF THE
 LH0523'EAST ABUTMENT.  A STANDARD DISK, STAMPED P 5 RESET 1951.
 LH0523
 LH0523                          STATION RECOVERY (1991)
 LH0523
 LH0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0523'5.0 KM (3.10 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0523'JUNCTION OF STATE HIGHWAY 44 IN KEARNEY, IN TOP OF AND 0.3 M (1.0 FT)
 LH0523'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD
 LH0523'BRIDGE SPANNING A CREEK, 100.0 M (328.1 FT) WEST OF THE CENTER OF A
 LH0523'GRAVELED ROAD, 2.3 M (7.5 FT) NORTH OF THE NEAR RAIL, AND 0.5 M (1.6
 LH0523'FT) BELOW THE LEVEL OF THE TRACK.
 LH0523
 LH0523                          STATION RECOVERY (1996)
 LH0523
 LH0523'RECOVERY NOTE BY UNION PACIFIC RAILROAD 1996
 LH0523'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF RAILROAD
 LH0523'CONSTRUCTION.  A RESET MARK HAS BEEN ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9627 ***********************************************************************
 AG9627  DESIGNATION -  P 5 RESET
 AG9627  PID         -  AG9627
 AG9627  STATE/COUNTY-  NE/KEARNEY
 AG9627  COUNTRY     -  US
 AG9627  USGS QUAD   -  WILCOX (2017)
 AG9627
 AG9627                         *CURRENT SURVEY CONTROL
 AG9627  ______________________________________________________________________
 AG9627* NAD 83(1986) POSITION- 40 21 24.     (N) 099 08 38.     (W)   SCALED
 AG9627* NAVD 88 ORTHO HEIGHT -   662.84  (meters)     2174.7   (feet) RESET
 AG9627  ______________________________________________________________________
 AG9627  GEOID HEIGHT    -        -25.328 (meters)                     GEOID18
 AG9627  VERT ORDER      -  THIRD
 AG9627
 AG9627.The horizontal coordinates were scaled from a map and have
 AG9627.an estimated accuracy of +/- 6 seconds.
 AG9627
 AG9627.The orthometric height was computed from unverified reset data.
 AG9627
 AG9627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9627.GEOID18 height accuracy estimate available here.
 AG9627
 AG9627.Click photographs - Photos may exist for this station.
 AG9627
 AG9627;                    North         East    Units  Estimated Accuracy
 AG9627;SPC NE       -    58,470.      572,710.      MT  (+/- 180 meters Scaled)
 AG9627
 AG9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK877673(NAD 83)
 AG9627
 AG9627                          SUPERSEDED SURVEY CONTROL
 AG9627
 AG9627.No superseded survey control is available for this station.
 AG9627
 AG9627_MARKER: DV = VERTICAL CONTROL DISK
 AG9627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9627_SP_SET: CULVERT HEADWALL
 AG9627_STAMPING: P 5 RESET 1996
 AG9627_MARK LOGO: NGS
 AG9627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9627+STABILITY: SURFACE MOTION
 AG9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9627+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2008
 AG9627
 AG9627  HISTORY     - Date     Condition        Report By
 AG9627  HISTORY     - 1996     MONUMENTED       UPRR
 AG9627  HISTORY     - 20081113 GOOD             NEDR
 AG9627
 AG9627                          STATION DESCRIPTION
 AG9627
 AG9627'DESCRIBED BY UNION PACIFIC RAILROAD 1996
 AG9627'5.0 KM (3.10 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 AG9627'JUNCTION OF STATE HIGHWAY 44, IN KEARNEY, ABOUT 0.11 KM (0.05 MI) WEST
 AG9627'FROM A COUNTY ROAD CROSSING, IN THE NE1/4, SEC5, T8N, R16W AND SET
 AG9627'INTO THE TOP OF THE WESTERNMOST WINGWALL OF THE NORTH END OF A LARGE,
 AG9627'DOUBLE, CONCRETE BOX CULVERT UNDER 3 SETS OF TRACKS, AND WHERE THE
 AG9627'WINGWALL JOINS THE HEADWALL AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE
 AG9627'TOP OF THE WEST END OF THE HEADWALL.  THE DISK IS 13.90 M, (45.60 FT)
 AG9627'SLOPE DISTANCE, NORTH FROM THE NORTHERNMOST RAIL, 4.95 M (16.24 FT)
 AG9627'SOUTHEAST FROM AN END FENCE POST, 0.3 M (1.0 FT) EAST FROM A WITNESS
 AG9627'POST AND ABOUT 12 FT (3.7 M) LOWER THAN THE TRACKS.
 AG9627
 AG9627                          STATION RECOVERY (2008)
 AG9627
 AG9627'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AB)
 AG9627'BELIEVE THE THE LATITUDE SHOULD BE 40 41 24 INSTEAD OF 40 21 24. THE
 AG9627'OTHER RESET MARK PID LH0523 HAD 40 41 24 THAT WAS RESET AS OF 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0268 ***********************************************************************
 MN0268  DESIGNATION -  P 50
 MN0268  PID         -  MN0268
 MN0268  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0268  COUNTRY     -  US
 MN0268  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0268
 MN0268                         *CURRENT SURVEY CONTROL
 MN0268  ______________________________________________________________________
 MN0268* NAD 83(1986) POSITION- 41 51 37.     (N) 103 39 48.     (W)   SCALED
 MN0268* NAVD 88 ORTHO HEIGHT -  1184.619 (meters)     3886.54  (feet) ADJUSTED
 MN0268  ______________________________________________________________________
 MN0268  GEOID HEIGHT    -        -18.946 (meters)                     GEOID18
 MN0268  DYNAMIC HEIGHT  -       1183.856 (meters)     3884.03  (feet) COMP
 MN0268  MODELED GRAVITY -    979,938.3   (mgal)                       NAVD 88
 MN0268
 MN0268  VERT ORDER      -  SECOND    CLASS 0
 MN0268
 MN0268.The horizontal coordinates were scaled from a map and have
 MN0268.an estimated accuracy of +/- 6 seconds.
 MN0268
 MN0268.The orthometric height was determined by differential leveling and
 MN0268.adjusted by the NATIONAL GEODETIC SURVEY
 MN0268.in June 1991.
 MN0268
 MN0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0268.GEOID18 height accuracy estimate available here.
 MN0268
 MN0268.Click photographs - Photos may exist for this station.
 MN0268
 MN0268.The dynamic height is computed by dividing the NAVD 88
 MN0268.geopotential number by the normal gravity value computed on the
 MN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0268.degrees latitude (g = 980.6199 gals.).
 MN0268
 MN0268.The modeled gravity was interpolated from observed gravity values.
 MN0268
 MN0268;                    North         East    Units  Estimated Accuracy
 MN0268;SPC NE       -   231,490.      196,020.      MT  (+/- 180 meters Scaled)
 MN0268
 MN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG109351(NAD 83)
 MN0268
 MN0268                          SUPERSEDED SURVEY CONTROL
 MN0268
 MN0268  NGVD 29 (??/??/92) 1183.964  (m)         3884.39   (f) ADJ UNCH    2 0
 MN0268
 MN0268.Superseded values are not recommended for survey control.
 MN0268
 MN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0268.See file dsdata.pdf to determine how the superseded data were derived.
 MN0268
 MN0268_MARKER: DR = REFERENCE MARK DISK
 MN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0268_STAMPING: P-50-1934
 MN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0268+STABILITY: SURFACE MOTION
 MN0268
 MN0268  HISTORY     - Date     Condition        Report By
 MN0268  HISTORY     - 1934     MONUMENTED       CGS
 MN0268  HISTORY     - 1971     POOR             LOCENG
 MN0268
 MN0268                          STATION DESCRIPTION
 MN0268
 MN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0268'AT SCOTTSBLUFF.
 MN0268'IN SMALL PARK EAST OF STATION OF BURLINGTON, 73.6 FEET EAST OF
 MN0268'SOUTHEAST CORNER STATION, 72.1 FEET EAST OF EAST FACE STATION,
 MN0268'42.8 FEET NORTH OF NORTH RAIL (MAIN LINE), 4.8 FEET NORTH OF
 MN0268'FENCE, 3.3 FEET NORTHEAST OF FENCE.)
 MN0268
 MN0268                          STATION RECOVERY (1971)
 MN0268
 MN0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 MN0268'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0115 ***********************************************************************
 MN0115  DESIGNATION -  P 51
 MN0115  PID         -  MN0115
 MN0115  STATE/COUNTY-  NE/MORRILL
 MN0115  COUNTRY     -  US
 MN0115  USGS QUAD   -  BROADWATER (2017)
 MN0115
 MN0115                         *CURRENT SURVEY CONTROL
 MN0115  ______________________________________________________________________
 MN0115* NAD 83(1986) POSITION- 41 35 42.     (N) 102 51 13.     (W)   SCALED
 MN0115* NAVD 88 ORTHO HEIGHT -  1092.764 (meters)     3585.18  (feet) ADJUSTED
 MN0115  ______________________________________________________________________
 MN0115  GEOID HEIGHT    -        -19.652 (meters)                     GEOID18
 MN0115  DYNAMIC HEIGHT  -       1092.079 (meters)     3582.93  (feet) COMP
 MN0115  MODELED GRAVITY -    979,959.4   (mgal)                       NAVD 88
 MN0115
 MN0115  VERT ORDER      -  SECOND    CLASS 0
 MN0115
 MN0115.The horizontal coordinates were scaled from a map and have
 MN0115.an estimated accuracy of +/- 6 seconds.
 MN0115
 MN0115.The orthometric height was determined by differential leveling and
 MN0115.adjusted by the NATIONAL GEODETIC SURVEY
 MN0115.in June 1991.
 MN0115
 MN0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0115.GEOID18 height accuracy estimate available here.
 MN0115
 MN0115.Click photographs - Photos may exist for this station.
 MN0115
 MN0115.The dynamic height is computed by dividing the NAVD 88
 MN0115.geopotential number by the normal gravity value computed on the
 MN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0115.degrees latitude (g = 980.6199 gals.).
 MN0115
 MN0115.The modeled gravity was interpolated from observed gravity values.
 MN0115
 MN0115;                    North         East    Units  Estimated Accuracy
 MN0115;SPC NE       -   199,510.      262,210.      MT  (+/- 180 meters Scaled)
 MN0115
 MN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG788070(NAD 83)
 MN0115
 MN0115                          SUPERSEDED SURVEY CONTROL
 MN0115
 MN0115  NGVD 29 (??/??/92) 1092.221  (m)         3583.40   (f) ADJ UNCH    2 0
 MN0115
 MN0115.Superseded values are not recommended for survey control.
 MN0115
 MN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0115.See file dsdata.pdf to determine how the superseded data were derived.
 MN0115
 MN0115_MARKER: DB = BENCH MARK DISK
 MN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0115_STAMPING: P 51 1934
 MN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0115+STABILITY: SURFACE MOTION
 MN0115
 MN0115  HISTORY     - Date     Condition        Report By
 MN0115  HISTORY     - 1934     MONUMENTED       CGS
 MN0115  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0115
 MN0115                          STATION DESCRIPTION
 MN0115
 MN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0115'AT BROADWATER.
 MN0115'AT BROADWATER, MORRILL COUNTY, ON THE UNION PACIFIC RAILROAD,
 MN0115'ABOUT 0.4 MILE EAST OF MILEPOST 100, ABOUT 320 FEET WEST OF THE
 MN0115'CENTER LINE OF MAIN STREET, 56 FEET EAST OF THE NORTHEAST CORNER
 MN0115'OF THE STATION, 55 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MN0115'TRACK, AND IN THE SOUTHWEST CORNER OF A PARK.  A STANDARD DISK,
 MN0115'STAMPED P 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0115
 MN0115                          STATION RECOVERY (1964)
 MN0115
 MN0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0047 ***********************************************************************
 MN0047  DESIGNATION -  P 53
 MN0047  PID         -  MN0047
 MN0047  STATE/COUNTY-  NE/GARDEN
 MN0047  COUNTRY     -  US
 MN0047  USGS QUAD   -  OSHKOSH (2017)
 MN0047
 MN0047                         *CURRENT SURVEY CONTROL
 MN0047  ______________________________________________________________________
 MN0047* NAD 83(1986) POSITION- 41 22 41.     (N) 102 20 52.     (W)   SCALED
 MN0047* NAVD 88 ORTHO HEIGHT -  1031.493 (meters)     3384.16  (feet) ADJUSTED
 MN0047  ______________________________________________________________________
 MN0047  GEOID HEIGHT    -        -20.050 (meters)                     GEOID18
 MN0047  DYNAMIC HEIGHT  -       1030.864 (meters)     3382.09  (feet) COMP
 MN0047  MODELED GRAVITY -    979,977.9   (mgal)                       NAVD 88
 MN0047
 MN0047  VERT ORDER      -  SECOND    CLASS 0
 MN0047
 MN0047.The horizontal coordinates were scaled from a map and have
 MN0047.an estimated accuracy of +/- 6 seconds.
 MN0047
 MN0047.The orthometric height was determined by differential leveling and
 MN0047.adjusted by the NATIONAL GEODETIC SURVEY
 MN0047.in June 1991.
 MN0047
 MN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0047.GEOID18 height accuracy estimate available here.
 MN0047
 MN0047.Click photographs - Photos may exist for this station.
 MN0047
 MN0047.The dynamic height is computed by dividing the NAVD 88
 MN0047.geopotential number by the normal gravity value computed on the
 MN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0047.degrees latitude (g = 980.6199 gals.).
 MN0047
 MN0047.The modeled gravity was interpolated from observed gravity values.
 MN0047
 MN0047;                    North         East    Units  Estimated Accuracy
 MN0047;SPC NE       -   174,170.      303,690.      MT  (+/- 180 meters Scaled)
 MN0047
 MN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF217841(NAD 83)
 MN0047
 MN0047                          SUPERSEDED SURVEY CONTROL
 MN0047
 MN0047  NGVD 29 (??/??/92) 1031.006  (m)         3382.56   (f) ADJ UNCH    2 0
 MN0047
 MN0047.Superseded values are not recommended for survey control.
 MN0047
 MN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0047.See file dsdata.pdf to determine how the superseded data were derived.
 MN0047
 MN0047_MARKER: DB = BENCH MARK DISK
 MN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0047_STAMPING: P 53 1934
 MN0047_MARK LOGO: CGS
 MN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0047+STABILITY: SURFACE MOTION
 MN0047
 MN0047  HISTORY     - Date     Condition        Report By
 MN0047  HISTORY     - 1934     MONUMENTED       CGS
 MN0047
 MN0047                          STATION DESCRIPTION
 MN0047
 MN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0047'2.2 MI S FROM OSHKOSH.
 MN0047'2.2 MILES SOUTH OF COURT HOUSE BY HIGHWAY.  ALONG NEBRASKA STATE
 MN0047'HIGHWAY NUMBER 27 BETWEEN OSHKOSH AND CHAPPELL ABOUT 600 FEET
 MN0047'SOUTH OF SOUTH END OF BRIDGE OVER NORTH PLATTE RIVER.  75 FEET
 MN0047'NORTH OF NORTH END OF GATE INTO FLAT TOP RANCH.  42 FEET WEST OF
 MN0047'CENTERLINE OF HIGHWAY 27 AND 6 FEET NORTHWEST OF OREGON TRAIL
 MN0047'MEMORIAL
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0048 ***********************************************************************
 MN0048  DESIGNATION -  P 53 RESET
 MN0048  PID         -  MN0048
 MN0048  STATE/COUNTY-  NE/GARDEN
 MN0048  COUNTRY     -  US
 MN0048  USGS QUAD   -  OSHKOSH (2017)
 MN0048
 MN0048                         *CURRENT SURVEY CONTROL
 MN0048  ______________________________________________________________________
 MN0048* NAD 83(1986) POSITION- 41 22 41.     (N) 102 20 52.     (W)   SCALED
 MN0048* NAVD 88 ORTHO HEIGHT -  1031.64  (meters)     3384.6   (feet) RESET
 MN0048  ______________________________________________________________________
 MN0048  GEOID HEIGHT    -        -20.050 (meters)                     GEOID18
 MN0048  VERT ORDER      -  THIRD
 MN0048
 MN0048.The horizontal coordinates were scaled from a map and have
 MN0048.an estimated accuracy of +/- 6 seconds.
 MN0048
 MN0048.The orthometric height was computed from unverified reset data.
 MN0048
 MN0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0048.GEOID18 height accuracy estimate available here.
 MN0048
 MN0048.Click photographs - Photos may exist for this station.
 MN0048
 MN0048;                    North         East    Units  Estimated Accuracy
 MN0048;SPC NE       -   174,170.      303,690.      MT  (+/- 180 meters Scaled)
 MN0048
 MN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF217841(NAD 83)
 MN0048
 MN0048                          SUPERSEDED SURVEY CONTROL
 MN0048
 MN0048  NGVD 29 (??/??/??) 1031.15   (m)         3383.0    (f) RESET       3  
 MN0048
 MN0048.Superseded values are not recommended for survey control.
 MN0048
 MN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0048.See file dsdata.pdf to determine how the superseded data were derived.
 MN0048
 MN0048_MARKER: DB = BENCH MARK DISK
 MN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0048_STAMPING: R 53 RESET 1957
 MN0048_MARK LOGO: CGS
 MN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0048+STABILITY: SURFACE MOTION
 MN0048
 MN0048  HISTORY     - Date     Condition        Report By
 MN0048  HISTORY     - 1957     MONUMENTED       NEDR
 MN0048  HISTORY     - 1958     GOOD             CGS
 MN0048
 MN0048                          STATION DESCRIPTION
 MN0048
 MN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MN0048'2.2 MI S FROM OSHKOSH.
 MN0048'2.2 MILES SOUTH OF THE COURTHOUSE AT OSHKOSH, ALONG STATE HIGHWAY
 MN0048'27, ABOUT 731 FEET SOUTH OF THE SOUTH END OF THE NORTH PLATTE RIVER
 MN0048'BRIDGE, AT THE FLAT TOP RANCH, 115 FEET WEST OF THE CENTERLINE
 MN0048'OF THE HIGHWAY, 100 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 MN0048'AND 3 FEET NORTHEAST OF AN OREGON TRAIL MARKER.  THE DISK IS SET
 MN0048'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0291 ***********************************************************************
 MN0291  DESIGNATION -  P 54
 MN0291  PID         -  MN0291
 MN0291  STATE/COUNTY-  NE/BANNER
 MN0291  COUNTRY     -  US
 MN0291  USGS QUAD   -  HARRISBURG (2017)
 MN0291
 MN0291                         *CURRENT SURVEY CONTROL
 MN0291  ______________________________________________________________________
 MN0291* NAD 83(1986) POSITION- 41 33 23.     (N) 103 44 32.     (W)   SCALED
 MN0291* NAVD 88 ORTHO HEIGHT -  1370.527 (meters)     4496.47  (feet) ADJUSTED
 MN0291  ______________________________________________________________________
 MN0291  GEOID HEIGHT    -        -18.968 (meters)                     GEOID18
 MN0291  DYNAMIC HEIGHT  -       1369.541 (meters)     4493.24  (feet) COMP
 MN0291  MODELED GRAVITY -    979,856.4   (mgal)                       NAVD 88
 MN0291
 MN0291  VERT ORDER      -  SECOND    CLASS 0
 MN0291
 MN0291.The horizontal coordinates were scaled from a map and have
 MN0291.an estimated accuracy of +/- 6 seconds.
 MN0291
 MN0291.The orthometric height was determined by differential leveling and
 MN0291.adjusted by the NATIONAL GEODETIC SURVEY
 MN0291.in June 1991.
 MN0291
 MN0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0291.GEOID18 height accuracy estimate available here.
 MN0291
 MN0291.Click photographs - Photos may exist for this station.
 MN0291
 MN0291.The dynamic height is computed by dividing the NAVD 88
 MN0291.geopotential number by the normal gravity value computed on the
 MN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0291.degrees latitude (g = 980.6199 gals.).
 MN0291
 MN0291.The modeled gravity was interpolated from observed gravity values.
 MN0291
 MN0291;                    North         East    Units  Estimated Accuracy
 MN0291;SPC NE       -   198,060.      188,010.      MT  (+/- 180 meters Scaled)
 MN0291
 MN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG048012(NAD 83)
 MN0291
 MN0291                          SUPERSEDED SURVEY CONTROL
 MN0291
 MN0291  NGVD 29 (??/??/92) 1369.824  (m)         4494.16   (f) ADJ UNCH    2 0
 MN0291
 MN0291.Superseded values are not recommended for survey control.
 MN0291
 MN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0291.See file dsdata.pdf to determine how the superseded data were derived.
 MN0291
 MN0291_MARKER: DB = BENCH MARK DISK
 MN0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0291_SP_SET: BUILDING
 MN0291_STAMPING: P 54 1934
 MN0291_MARK LOGO: CGS
 MN0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0291
 MN0291  HISTORY     - Date     Condition        Report By
 MN0291  HISTORY     - 1934     MONUMENTED       CGS
 MN0291
 MN0291                          STATION DESCRIPTION
 MN0291
 MN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0291'IN HARRISBURG.
 MN0291'IN COURTHOUSE OF BANNER COUNTY, 188 FEET NORTH OF CENTERLINE
 MN0291'OF STATE HIGHWAY NO. 29, 100 FEET EAST OF CENTERLINE OF PENN.
 MN0291'AVE IN CONCRETE WALL (SOUTH WALL) HOUSING VAULTS, 5 FEET ABOVE
 MN0291'GROUND, 2 FEET EAST OF CORNER OF BUILDING.  MARK IS SET VERTICAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0292 ***********************************************************************
 MN0292  DESIGNATION -  P 54 RESET
 MN0292  PID         -  MN0292
 MN0292  STATE/COUNTY-  NE/BANNER
 MN0292  COUNTRY     -  US
 MN0292  USGS QUAD   -  HARRISBURG (2017)
 MN0292
 MN0292                         *CURRENT SURVEY CONTROL
 MN0292  ______________________________________________________________________
 MN0292* NAD 83(1986) POSITION- 41 33 23.     (N) 103 44 30.     (W)   SCALED
 MN0292* NAVD 88 ORTHO HEIGHT -  1368.77  (meters)     4490.7   (feet) RESET
 MN0292  ______________________________________________________________________
 MN0292  GEOID HEIGHT    -        -18.969 (meters)                     GEOID18
 MN0292  VERT ORDER      -  THIRD
 MN0292
 MN0292.The horizontal coordinates were scaled from a map and have
 MN0292.an estimated accuracy of +/- 6 seconds.
 MN0292
 MN0292.The orthometric height was computed from unverified reset data.
 MN0292
 MN0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0292.GEOID18 height accuracy estimate available here.
 MN0292
 MN0292.Click photographs - Photos may exist for this station.
 MN0292
 MN0292;                    North         East    Units  Estimated Accuracy
 MN0292;SPC NE       -   198,050.      188,060.      MT  (+/- 180 meters Scaled)
 MN0292
 MN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG049012(NAD 83)
 MN0292
 MN0292                          SUPERSEDED SURVEY CONTROL
 MN0292
 MN0292.No superseded survey control is available for this station.
 MN0292
 MN0292_MARKER: DB = BENCH MARK DISK
 MN0292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MN0292_SP_SET: SIDEWALK
 MN0292_STAMPING: P 54 RESET 1958
 MN0292_MARK LOGO: CGS
 MN0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0292
 MN0292  HISTORY     - Date     Condition        Report By
 MN0292  HISTORY     - 1958     MONUMENTED       LOCENG
 MN0292  HISTORY     - 1949     GOOD             CGS
 MN0292
 MN0292                          STATION DESCRIPTION
 MN0292
 MN0292'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 MN0292'AT HARRISBURG.
 MN0292'THIS MARK IS LOCATED AT HARRISBURG, AT THE COURTHOUSE, ABOUT
 MN0292'169 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY SPUR 129,
 MN0292'23.54 FEET NORTHEASTERLY FROM THE NORTHEAST CORNER OF THE NEW
 MN0292'COURTHOUSE BUILDING, (BEING 22.8 FEET EAST AND 5.7 FEET NORTH),
 MN0292'24.96 FEET NORTHWESTERLY FROM A POWER SERVICE POLE, (BEING
 MN0292'23.4 FEET WEST AND 8.7 FEET NORTH), IN A CONCRETE FILLED 8 INCH
 MN0292'PIPE APPROXIMATELY 40 INCHES LONG, SET FLUSH IN THE SIDEWALK,
 MN0292'1.25 FEET WEST AND 1.74 FEET SOUTH OF THE SIDEWALK CORNER.
 MN0292
 MN0292                          STATION RECOVERY (1949)
 MN0292
 MN0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 MN0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0193 ***********************************************************************
 MN0193  DESIGNATION -  P 55
 MN0193  PID         -  MN0193
 MN0193  STATE/COUNTY-  NE/MORRILL
 MN0193  COUNTRY     -  US
 MN0193  USGS QUAD   -  REDINGTON (2017)
 MN0193
 MN0193                         *CURRENT SURVEY CONTROL
 MN0193  ______________________________________________________________________
 MN0193* NAD 83(1986) POSITION- 41 35 03.     (N) 103 17 21.     (W)   SCALED
 MN0193* NAVD 88 ORTHO HEIGHT -  1184.721 (meters)     3886.87  (feet) ADJUSTED
 MN0193  ______________________________________________________________________
 MN0193  GEOID HEIGHT    -        -19.477 (meters)                     GEOID18
 MN0193  DYNAMIC HEIGHT  -       1183.943 (meters)     3884.32  (feet) COMP
 MN0193  MODELED GRAVITY -    979,925.9   (mgal)                       NAVD 88
 MN0193
 MN0193  VERT ORDER      -  SECOND    CLASS 0
 MN0193
 MN0193.The horizontal coordinates were scaled from a map and have
 MN0193.an estimated accuracy of +/- 6 seconds.
 MN0193
 MN0193.The orthometric height was determined by differential leveling and
 MN0193.adjusted by the NATIONAL GEODETIC SURVEY
 MN0193.in June 1991.
 MN0193
 MN0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0193.GEOID18 height accuracy estimate available here.
 MN0193
 MN0193.Click photographs - Photos may exist for this station.
 MN0193
 MN0193.The dynamic height is computed by dividing the NAVD 88
 MN0193.geopotential number by the normal gravity value computed on the
 MN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0193.degrees latitude (g = 980.6199 gals.).
 MN0193
 MN0193.The modeled gravity was interpolated from observed gravity values.
 MN0193
 MN0193;                    North         East    Units  Estimated Accuracy
 MN0193;SPC NE       -   199,600.      225,880.      MT  (+/- 180 meters Scaled)
 MN0193
 MN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG426050(NAD 83)
 MN0193
 MN0193                          SUPERSEDED SURVEY CONTROL
 MN0193
 MN0193  NGVD 29 (??/??/92) 1184.126  (m)         3884.92   (f) ADJ UNCH    2 0
 MN0193
 MN0193.Superseded values are not recommended for survey control.
 MN0193
 MN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0193.See file dsdata.pdf to determine how the superseded data were derived.
 MN0193
 MN0193_MARKER: DB = BENCH MARK DISK
 MN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0193_STAMPING: P 55 1934
 MN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0193+STABILITY: SURFACE MOTION
 MN0193
 MN0193  HISTORY     - Date     Condition        Report By
 MN0193  HISTORY     - 1934     MONUMENTED       CGS
 MN0193  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0193
 MN0193                          STATION DESCRIPTION
 MN0193
 MN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0193'0.9 MI W FROM REDINGTON.
 MN0193'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0193'AT REDINGTON, MORRILL COUNTY, ABOUT 240 FEET EAST OF THE EAST
 MN0193'END OF A BRIDGE ACROSS THE HIGHWAY, 21 FEET EAST OF THE EAST
 MN0193'END OF A BRIDGE AT THE ENTRANCE TO A FARMYARD, AND 1 FOOT NORTH
 MN0193'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 55 1934
 MN0193'AND SET IN THE TOP OF A CONCRETE POST.
 MN0193
 MN0193                          STATION RECOVERY (1972)
 MN0193
 MN0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0855 ***********************************************************************
 ML0855  DESIGNATION -  P 56
 ML0855  PID         -  ML0855
 ML0855  STATE/COUNTY-  NE/CUSTER
 ML0855  COUNTRY     -  US
 ML0855  USGS QUAD   -  ANSELMO NW (2017)
 ML0855
 ML0855                         *CURRENT SURVEY CONTROL
 ML0855  ______________________________________________________________________
 ML0855* NAD 83(1986) POSITION- 41 38 38.     (N) 099 53 42.     (W)   SCALED
 ML0855* NAVD 88 ORTHO HEIGHT -   801.673 (meters)     2630.16  (feet) ADJUSTED
 ML0855  ______________________________________________________________________
 ML0855  GEOID HEIGHT    -        -22.344 (meters)                     GEOID18
 ML0855  DYNAMIC HEIGHT  -        801.261 (meters)     2628.80  (feet) COMP
 ML0855  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 ML0855
 ML0855  VERT ORDER      -  SECOND    CLASS 0
 ML0855
 ML0855.The horizontal coordinates were scaled from a map and have
 ML0855.an estimated accuracy of +/- 6 seconds.
 ML0855
 ML0855.The orthometric height was determined by differential leveling and
 ML0855.adjusted by the NATIONAL GEODETIC SURVEY
 ML0855.in June 1991.
 ML0855
 ML0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0855.GEOID18 height accuracy estimate available here.
 ML0855
 ML0855.Click photographs - Photos may exist for this station.
 ML0855
 ML0855.The dynamic height is computed by dividing the NAVD 88
 ML0855.geopotential number by the normal gravity value computed on the
 ML0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0855.degrees latitude (g = 980.6199 gals.).
 ML0855
 ML0855.The modeled gravity was interpolated from observed gravity values.
 ML0855
 ML0855;                    North         East    Units  Estimated Accuracy
 ML0855;SPC NE       -   201,020.      508,750.      MT  (+/- 180 meters Scaled)
 ML0855
 ML0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM254106(NAD 83)
 ML0855
 ML0855                          SUPERSEDED SURVEY CONTROL
 ML0855
 ML0855  NGVD 29 (??/??/92)  801.397  (m)         2629.25   (f) ADJ UNCH    2 0
 ML0855
 ML0855.Superseded values are not recommended for survey control.
 ML0855
 ML0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0855.See file dsdata.pdf to determine how the superseded data were derived.
 ML0855
 ML0855_MARKER: DB = BENCH MARK DISK
 ML0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0855_STAMPING: P 56 1934
 ML0855_MARK LOGO: CGS
 ML0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0855+STABILITY: SURFACE MOTION
 ML0855
 ML0855  HISTORY     - Date     Condition        Report By
 ML0855  HISTORY     - 1934     MONUMENTED       CGS
 ML0855  HISTORY     - 1939     GOOD             CGS
 ML0855  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0855
 ML0855                          STATION DESCRIPTION
 ML0855
 ML0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0855'2.3 MI NW FROM ANSELMO.
 ML0855'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0855'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 1 1/2 POLES
 ML0855'SOUTHEAST OF MILEPOST 198, 129.3 FEET NORTHEAST OF THE CENTERLINE
 ML0855'OF STATE HIGHWAY 2, 43.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ML0855'THE MAIN TRACK, 7 FEET NORTH OF A POLE, AND 5 FEET SOUTHWEST OF A
 ML0855'FENCE.  A STANDARD DISK, STAMPED P 56 1934 AND SET IN THE TOP
 ML0855'OF A CONCRETE POST.
 ML0855
 ML0855                          STATION RECOVERY (2021)
 ML0855
 ML0855'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0855'MARK SEARCHED AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0401 ***********************************************************************
 NP0401  DESIGNATION -  P 57
 NP0401  PID         -  NP0401
 NP0401  STATE/COUNTY-  NE/BOX BUTTE
 NP0401  COUNTRY     -  US
 NP0401  USGS QUAD   -  HEMINGFORD (2017)
 NP0401
 NP0401                         *CURRENT SURVEY CONTROL
 NP0401  ______________________________________________________________________
 NP0401* NAD 83(1986) POSITION- 42 19 18.     (N) 103 06 44.     (W)   SCALED
 NP0401* NAVD 88 ORTHO HEIGHT -  1314.832 (meters)     4313.74  (feet) POSTED
 NP0401  ______________________________________________________________________
 NP0401  GEOID HEIGHT    -        -18.258 (meters)                     GEOID18
 NP0401  DYNAMIC HEIGHT  -       1314.06  (meters)     4311.2   (feet) COMP
 NP0401  MODELED GRAVITY -    979,985.5   (mgal)                       NAVD 88
 NP0401
 NP0401  VERT ORDER      -  * POSTED, SEE BELOW
 NP0401
 NP0401.The horizontal coordinates were scaled from a map and have
 NP0401.an estimated accuracy of +/- 6 seconds.
 NP0401
 NP0401.The orthometric height was determined by differential leveling
 NP0401.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0401
 NP0401.* This is a POSTED BENCH MARK height.
 NP0401
 NP0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0401.GEOID18 height accuracy estimate available here.
 NP0401
 NP0401.Click photographs - Photos may exist for this station.
 NP0401
 NP0401.The dynamic height is computed by dividing the NAVD 88
 NP0401.geopotential number by the normal gravity value computed on the
 NP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0401.degrees latitude (g = 980.6199 gals.).
 NP0401
 NP0401.The modeled gravity was interpolated from observed gravity values.
 NP0401
 NP0401;                    North         East    Units  Estimated Accuracy
 NP0401;SPC NE       -   280,890.      243,570.      MT  (+/- 180 meters Scaled)
 NP0401
 NP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG555872(NAD 83)
 NP0401
 NP0401                          SUPERSEDED SURVEY CONTROL
 NP0401
 NP0401  NGVD 29 (??/??/92) 1314.196  (m)         4311.66   (f) ADJ UNCH    2 0
 NP0401
 NP0401.Superseded values are not recommended for survey control.
 NP0401
 NP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0401.See file dsdata.pdf to determine how the superseded data were derived.
 NP0401
 NP0401_MARKER: DB = BENCH MARK DISK
 NP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0401_STAMPING: P 57 1934
 NP0401_MARK LOGO: CGS
 NP0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0401+STABILITY: SURFACE MOTION
 NP0401
 NP0401  HISTORY     - Date     Condition        Report By
 NP0401  HISTORY     - 1934     MONUMENTED       CGS
 NP0401  HISTORY     - 1938     GOOD             CGS
 NP0401
 NP0401                          STATION DESCRIPTION
 NP0401
 NP0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0401'2 MI W FROM HEMINGFORD.
 NP0401'2.0 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO. 2, 38 FEET NORTH
 NP0401'OF HIGHWAY NO. 2 AND 34 FEET WEST OF CENTERLINE OF A COUNTY ROAD
 NP0401'RUNNING NORTH AND SOUTH, 2 FEET NORTH OF RIGHT OF WAY FENCE.
 NP0401
 NP0401                          STATION RECOVERY (1938)
 NP0401
 NP0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NP0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0402 ***********************************************************************
 NP0402  DESIGNATION -  P 57 RESET
 NP0402  PID         -  NP0402
 NP0402  STATE/COUNTY-  NE/BOX BUTTE
 NP0402  COUNTRY     -  US
 NP0402  USGS QUAD   -  HEMINGFORD (2017)
 NP0402
 NP0402                         *CURRENT SURVEY CONTROL
 NP0402  ______________________________________________________________________
 NP0402* NAD 83(1986) POSITION- 42 19 18.     (N) 103 06 44.     (W)   SCALED
 NP0402* NAVD 88 ORTHO HEIGHT -  1314.590 (meters)     4312.95  (feet) POSTED
 NP0402  ______________________________________________________________________
 NP0402  GEOID HEIGHT    -        -18.258 (meters)                     GEOID18
 NP0402  DYNAMIC HEIGHT  -       1313.81  (meters)     4310.4   (feet) COMP
 NP0402  MODELED GRAVITY -    979,985.5   (mgal)                       NAVD 88
 NP0402
 NP0402  VERT ORDER      -  * POSTED, SEE BELOW
 NP0402
 NP0402.The horizontal coordinates were scaled from a map and have
 NP0402.an estimated accuracy of +/- 6 seconds.
 NP0402
 NP0402.The orthometric height was determined by differential leveling
 NP0402.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0402
 NP0402.* This is a POSTED BENCH MARK height.
 NP0402
 NP0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0402.GEOID18 height accuracy estimate available here.
 NP0402
 NP0402.Click photographs - Photos may exist for this station.
 NP0402
 NP0402.The dynamic height is computed by dividing the NAVD 88
 NP0402.geopotential number by the normal gravity value computed on the
 NP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0402.degrees latitude (g = 980.6199 gals.).
 NP0402
 NP0402.The modeled gravity was interpolated from observed gravity values.
 NP0402
 NP0402;                    North         East    Units  Estimated Accuracy
 NP0402;SPC NE       -   280,890.      243,570.      MT  (+/- 180 meters Scaled)
 NP0402
 NP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG555872(NAD 83)
 NP0402
 NP0402                          SUPERSEDED SURVEY CONTROL
 NP0402
 NP0402  NGVD 29 (??/??/92) 1313.960  (m)         4310.88   (f) ADJ UNCH    2 0
 NP0402
 NP0402.Superseded values are not recommended for survey control.
 NP0402
 NP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0402.See file dsdata.pdf to determine how the superseded data were derived.
 NP0402
 NP0402_MARKER: DB = BENCH MARK DISK
 NP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0402_STAMPING: P 57 RESET 1948
 NP0402_MARK LOGO: CGS
 NP0402_PROJECTION: RECESSED 12 CENTIMETERS
 NP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0402+STABILITY: SURFACE MOTION
 NP0402
 NP0402  HISTORY     - Date     Condition        Report By
 NP0402  HISTORY     - 1948     MONUMENTED       CGS
 NP0402  HISTORY     - 1956     GOOD             CGS
 NP0402  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0402
 NP0402                          STATION DESCRIPTION
 NP0402
 NP0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0402'2 MI W FROM HEMINGFORD.
 NP0402'2.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0402'AT HEMINGFORD, 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0402'32 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT
 NP0402'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0402'IS 0.4 FOOT BELOW THE TOP OF THE GROUND, IN THE SOUTHEAST 1/4
 NP0402'OF SECTION 11, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0402
 NP0402                          STATION RECOVERY (1985)
 NP0402
 NP0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0402'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0418 ***********************************************************************
 NP0418  DESIGNATION -  P 58
 NP0418  PID         -  NP0418
 NP0418  STATE/COUNTY-  NE/SIOUX
 NP0418  COUNTRY     -  US
 NP0418  USGS QUAD   -  CHALK BUTTES NE (2017)
 NP0418
 NP0418                         *CURRENT SURVEY CONTROL
 NP0418  ______________________________________________________________________
 NP0418* NAD 83(1986) POSITION- 42 14 48.     (N) 103 47 54.     (W)   SCALED
 NP0418* NAVD 88 ORTHO HEIGHT -  1477.647 (meters)     4847.91  (feet) POSTED
 NP0418  ______________________________________________________________________
 NP0418  GEOID HEIGHT    -        -17.735 (meters)                     GEOID18
 NP0418  DYNAMIC HEIGHT  -       1476.68  (meters)     4844.7   (feet) COMP
 NP0418  MODELED GRAVITY -    979,912.4   (mgal)                       NAVD 88
 NP0418
 NP0418  VERT ORDER      -  * POSTED, SEE BELOW
 NP0418
 NP0418.The horizontal coordinates were scaled from a map and have
 NP0418.an estimated accuracy of +/- 6 seconds.
 NP0418
 NP0418.The orthometric height was determined by differential leveling
 NP0418.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0418
 NP0418.* This is a POSTED BENCH MARK height.
 NP0418
 NP0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0418.GEOID18 height accuracy estimate available here.
 NP0418
 NP0418.Click photographs - Photos may exist for this station.
 NP0418
 NP0418.The dynamic height is computed by dividing the NAVD 88
 NP0418.geopotential number by the normal gravity value computed on the
 NP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0418.degrees latitude (g = 980.6199 gals.).
 NP0418
 NP0418.The modeled gravity was interpolated from observed gravity values.
 NP0418
 NP0418;                    North         East    Units  Estimated Accuracy
 NP0418;SPC NE       -   274,830.      186,710.      MT  (+/- 180 meters Scaled)
 NP0418
 NP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG991778(NAD 83)
 NP0418
 NP0418                          SUPERSEDED SURVEY CONTROL
 NP0418
 NP0418  NGVD 29 (??/??/92) 1476.877  (m)         4845.39   (f) ADJ UNCH    2 0
 NP0418
 NP0418.Superseded values are not recommended for survey control.
 NP0418
 NP0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0418.See file dsdata.pdf to determine how the superseded data were derived.
 NP0418
 NP0418_MARKER: DB = BENCH MARK DISK
 NP0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0418_STAMPING: P 58 1934
 NP0418_MARK LOGO: CGS
 NP0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0418+STABILITY: SURFACE MOTION
 NP0418
 NP0418  HISTORY     - Date     Condition        Report By
 NP0418  HISTORY     - 1934     MONUMENTED       CGS
 NP0418  HISTORY     - 1974     GOOD             USGS
 NP0418
 NP0418                          STATION DESCRIPTION
 NP0418
 NP0418'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0418'22.1 MI N FROM MITCHELL.
 NP0418'22.1 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL, TO
 NP0418'A T-ROAD WEST, THENCE WEST 0.7 MI. TO THE SCAR LEFT BY THE OLD
 NP0418'HWY., THENCE SOUTH ALONG THE OLD HWY., 0.25 MI. TO A GATE IN AN
 NP0418'E/W FENCE, CONTINUE SOUTH THROUGH THE GATE 0.05 MI. TO THE BENCHMARK.
 NP0418'A STANDARD DISK, STAMPED P 58 1934 AND SET IN THE TOP OF A CONCRETE
 NP0418'POST PROJECTING ABOUT 2 FEET.  NOTE-- POST IS SLIGHTLY LOOSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0105 ***********************************************************************
 MN0105  DESIGNATION -  P 59
 MN0105  PID         -  MN0105
 MN0105  STATE/COUNTY-  NE/CHEYENNE
 MN0105  COUNTRY     -  US
 MN0105  USGS QUAD   -  SUNOL (2017)
 MN0105
 MN0105                         *CURRENT SURVEY CONTROL
 MN0105  ______________________________________________________________________
 MN0105* NAD 83(1986) POSITION- 41 09 06.     (N) 102 52 22.     (W)   SCALED
 MN0105* NAVD 88 ORTHO HEIGHT -  1222.049 (meters)     4009.34  (feet) ADJUSTED
 MN0105  ______________________________________________________________________
 MN0105  GEOID HEIGHT    -        -19.879 (meters)                     GEOID18
 MN0105  DYNAMIC HEIGHT  -       1221.200 (meters)     4006.55  (feet) COMP
 MN0105  MODELED GRAVITY -    979,886.3   (mgal)                       NAVD 88
 MN0105
 MN0105  VERT ORDER      -  SECOND    CLASS 0
 MN0105
 MN0105.The horizontal coordinates were scaled from a map and have
 MN0105.an estimated accuracy of +/- 6 seconds.
 MN0105
 MN0105.The orthometric height was determined by differential leveling and
 MN0105.adjusted by the NATIONAL GEODETIC SURVEY
 MN0105.in June 1991.
 MN0105
 MN0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0105.GEOID18 height accuracy estimate available here.
 MN0105
 MN0105.Click photographs - Photos may exist for this station.
 MN0105
 MN0105.The dynamic height is computed by dividing the NAVD 88
 MN0105.geopotential number by the normal gravity value computed on the
 MN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0105.degrees latitude (g = 980.6199 gals.).
 MN0105
 MN0105.The modeled gravity was interpolated from observed gravity values.
 MN0105
 MN0105;                    North         East    Units  Estimated Accuracy
 MN0105;SPC NE       -   150,370.      258,980.      MT  (+/- 180 meters Scaled)
 MN0105
 MN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF784577(NAD 83)
 MN0105
 MN0105                          SUPERSEDED SURVEY CONTROL
 MN0105
 MN0105  NGVD 29 (??/??/92) 1221.474  (m)         4007.45   (f) ADJ UNCH    2 0
 MN0105
 MN0105.Superseded values are not recommended for survey control.
 MN0105
 MN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0105.See file dsdata.pdf to determine how the superseded data were derived.
 MN0105
 MN0105_MARKER: DB = BENCH MARK DISK
 MN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0105_STAMPING: P 59 1934
 MN0105_MARK LOGO: CGS
 MN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0105+STABILITY: SURFACE MOTION
 MN0105
 MN0105  HISTORY     - Date     Condition        Report By
 MN0105  HISTORY     - 1934     MONUMENTED       CGS
 MN0105  HISTORY     - 1985     GOOD             DMA
 MN0105
 MN0105                          STATION DESCRIPTION
 MN0105
 MN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0105'5.5 MI E FROM SIDNEY.
 MN0105'5.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0105'AT SIDNEY, CHEYENNE COUNTY, 2 POLES WEST OF MILEPOST 402, 231
 MN0105'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, AND 75 FEET
 MN0105'SOUTH OF THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK.  A STANDARD
 MN0105'DISK, STAMPED P 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0105
 MN0105                          STATION RECOVERY (1985)
 MN0105
 MN0105'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0008 ***********************************************************************
 LJ0008  DESIGNATION -  P 6
 LJ0008  PID         -  LJ0008
 LJ0008  STATE/COUNTY-  NE/DAWSON
 LJ0008  COUNTRY     -  US
 LJ0008  USGS QUAD   -  GOTHENBURG (2017)
 LJ0008
 LJ0008                         *CURRENT SURVEY CONTROL
 LJ0008  ______________________________________________________________________
 LJ0008* NAD 83(1986) POSITION- 40 54 40.     (N) 100 07 43.     (W)   SCALED
 LJ0008* NAVD 88 ORTHO HEIGHT -   776.016 (meters)     2545.98  (feet) ADJUSTED
 LJ0008  ______________________________________________________________________
 LJ0008  GEOID HEIGHT    -        -23.162 (meters)                     GEOID18
 LJ0008  DYNAMIC HEIGHT  -        775.558 (meters)     2544.48  (feet) COMP
 LJ0008  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 LJ0008
 LJ0008  VERT ORDER      -  FIRST     CLASS II
 LJ0008
 LJ0008.The horizontal coordinates were scaled from a map and have
 LJ0008.an estimated accuracy of +/- 6 seconds.
 LJ0008
 LJ0008.The orthometric height was determined by differential leveling and
 LJ0008.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0008.in June 1991.
 LJ0008
 LJ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0008.GEOID18 height accuracy estimate available here.
 LJ0008
 LJ0008.Click photographs - Photos may exist for this station.
 LJ0008
 LJ0008.The dynamic height is computed by dividing the NAVD 88
 LJ0008.geopotential number by the normal gravity value computed on the
 LJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0008.degrees latitude (g = 980.6199 gals.).
 LJ0008
 LJ0008.The modeled gravity was interpolated from observed gravity values.
 LJ0008
 LJ0008;                    North         East    Units  Estimated Accuracy
 LJ0008;SPC NE       -   119,670.      489,170.      MT  (+/- 180 meters Scaled)
 LJ0008
 LJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML049295(NAD 83)
 LJ0008
 LJ0008                          SUPERSEDED SURVEY CONTROL
 LJ0008
 LJ0008  NGVD 29 (02/14/92)  775.714  (m)         2544.99   (f) ADJUSTED    1 2
 LJ0008  NGVD 29 (??/??/87)  775.714  (m)         2544.99   (f) SUPERSEDED  1 2
 LJ0008
 LJ0008.Superseded values are not recommended for survey control.
 LJ0008
 LJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0008.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0008
 LJ0008_MARKER: DB = BENCH MARK DISK
 LJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0008_STAMPING: P 6 1933 2544.913
 LJ0008_MARK LOGO: CGS
 LJ0008_PROJECTION: FLUSH
 LJ0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0008+STABILITY: SURFACE MOTION
 LJ0008
 LJ0008  HISTORY     - Date     Condition        Report By
 LJ0008  HISTORY     - 1933     MONUMENTED       CGS
 LJ0008  HISTORY     - 1939     GOOD             CGS
 LJ0008  HISTORY     - 1986     GOOD             NGS
 LJ0008  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0008
 LJ0008                          STATION DESCRIPTION
 LJ0008
 LJ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0008'2.1 MI SE FROM GOTHENBURG.
 LJ0008'ABOUT 2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0008'GOTHENBURG, DAWSON COUNTY, ABOUT 16 POLES SOUTHEAST OF MILEPOST
 LJ0008'247, AT A PRIVATE-ROAD CROSSING, 78.9 FEET SOUTH OF THE SOUTH
 LJ0008'RAIL OF THE SOUTH MAIN TRACK, 71.8 FEET EAST OF THE CENTER LINE
 LJ0008'OF THE ROAD, 5.4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 LJ0008'AND 9 FEET NORTHWEST OF A CONCRETE CORNER POST IN THE RIGHT-OF-WAY
 LJ0008'FENCE.  A STANDARD DISK, STAMPED 2544.913 P 6 1933 AND SET IN
 LJ0008'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 LJ0008'GROUND.
 LJ0008
 LJ0008                          STATION RECOVERY (1939)
 LJ0008
 LJ0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LJ0008'RECOVERED IN GOOD CONDITION.
 LJ0008
 LJ0008                          STATION RECOVERY (1986)
 LJ0008
 LJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0008'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM (2.1
 LJ0008'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0008'47 AT GOTHENBURG, AT A PRIVATE ROAD CROSSING THE UNION PACIFIC
 LJ0008'RAILROAD, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 215, 69.5 METERS (228
 LJ0008'FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE,
 LJ0008'23.8 METERS (78 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 LJ0008'SET OF TRACKS, 9.7 METERS (32 FT) EAST OF THE CENTER OF THE ROAD, 9.4
 LJ0008'METERS (31 FT) SOUTHEAST OF THE SOUTHEAST END OF A STEEL GATE,
 LJ0008'2.7 METERS (9 FT) NORTH OF A FENCE T JUNCTION AND 1.7 METERS (5.5 FT)
 LJ0008'NORTHEAST OF THE RIGHT OF WAY FENCE.
 LJ0008'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0008'THE MARK IS 1.0 M BELOW THE TRACKS.
 LJ0008
 LJ0008                          STATION RECOVERY (1999)
 LJ0008
 LJ0008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 LJ0008'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0008'CONSTRUCTION.  BENCH MARK P 6 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0008'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI9327 ***********************************************************************
 AI9327  DESIGNATION -  P 6 RESET
 AI9327  PID         -  AI9327
 AI9327  STATE/COUNTY-  NE/DAWSON
 AI9327  COUNTRY     -  US
 AI9327  USGS QUAD   -  GOTHENBURG (2017)
 AI9327
 AI9327                         *CURRENT SURVEY CONTROL
 AI9327  ______________________________________________________________________
 AI9327* NAD 83(1986) POSITION- 40 54 40.     (N) 100 07 43.     (W)   SCALED
 AI9327* NAVD 88 ORTHO HEIGHT -   775.88  (meters)     2545.5   (feet) RESET
 AI9327  ______________________________________________________________________
 AI9327  GEOID HEIGHT    -        -23.162 (meters)                     GEOID18
 AI9327  VERT ORDER      -  THIRD
 AI9327
 AI9327.The horizontal coordinates were scaled from a map and have
 AI9327.an estimated accuracy of +/- 6 seconds.
 AI9327
 AI9327.The orthometric height was computed from unverified reset data.
 AI9327
 AI9327.No vertical observational check was made to the station.
 AI9327
 AI9327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9327.GEOID18 height accuracy estimate available here.
 AI9327
 AI9327.Click photographs - Photos may exist for this station.
 AI9327
 AI9327;                    North         East    Units  Estimated Accuracy
 AI9327;SPC NE       -   119,670.      489,170.      MT  (+/- 180 meters Scaled)
 AI9327
 AI9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML049295(NAD 83)
 AI9327
 AI9327                          SUPERSEDED SURVEY CONTROL
 AI9327
 AI9327.No superseded survey control is available for this station.
 AI9327
 AI9327_MARKER: DV = VERTICAL CONTROL DISK
 AI9327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9327_STAMPING: P 6 RESET 1999
 AI9327_MARK LOGO: NGS
 AI9327_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9327+STABILITY: SURFACE MOTION
 AI9327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9327+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9327
 AI9327  HISTORY     - Date     Condition        Report By
 AI9327  HISTORY     - 1999     MONUMENTED       LOCENG
 AI9327
 AI9327                          STATION DESCRIPTION
 AI9327
 AI9327'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 AI9327'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 30 AND LAKE STREET, IN
 AI9327'GOTHENBURG, GO EASTERLY ON HIGHWAY 30 FOR 2.05 MI (3.30 KM) TO COUNTY
 AI9327'ROAD 413 ON THE LEFT AND A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND
 AI9327'CROSS THE UNION PACIFIC RAILROAD TRACKS FOR 282 FT (86.0 M) TO THE
 AI9327'MARK ON THE LEFT, ON RAILROAD RIGHT-OF-WAY AND IN THE NE1/4, SEC23,
 AI9327'T11N, R23W.  IT IS SET INTO THE TOP OF A 1 X 1 FOOT, (0.3 M) SQUARE,
 AI9327'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND
 AI9327'SURFACE AND IS 104.40 FT (31.82 M) SOUTH-SOUTHWEST OF THE SOUTHERNMOST
 AI9327'RAIL OF 3 SETS OF TRACKS, 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE
 AI9327'FIELD ENTRANCE, 31.91 FT (9.73 M) EAST-NORTHEAST OF THE EAST GATE POST
 AI9327'OF A GATE FOR THE FIELD ENTRANCE, 1.14 FT (0.35 M) NORTH OF A FENCE
 AI9327'CORNER POST AND 1.03 FT (0.31 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0767 ***********************************************************************
 ML0767  DESIGNATION -  P 60
 ML0767  PID         -  ML0767
 ML0767  STATE/COUNTY-  NE/CUSTER
 ML0767  COUNTRY     -  US
 ML0767  USGS QUAD   -  OCONTO (2017)
 ML0767
 ML0767                         *CURRENT SURVEY CONTROL
 ML0767  ______________________________________________________________________
 ML0767* NAD 83(1986) POSITION- 41 08 14.     (N) 099 45 34.     (W)   SCALED
 ML0767* NAVD 88 ORTHO HEIGHT -   782.524 (meters)     2567.33  (feet) ADJUSTED
 ML0767  ______________________________________________________________________
 ML0767  GEOID HEIGHT    -        -23.112 (meters)                     GEOID18
 ML0767  DYNAMIC HEIGHT  -        782.086 (meters)     2565.89  (feet) COMP
 ML0767  MODELED GRAVITY -    980,038.0   (mgal)                       NAVD 88
 ML0767
 ML0767  VERT ORDER      -  SECOND    CLASS 0
 ML0767
 ML0767.The horizontal coordinates were scaled from a map and have
 ML0767.an estimated accuracy of +/- 6 seconds.
 ML0767
 ML0767.The orthometric height was determined by differential leveling and
 ML0767.adjusted by the NATIONAL GEODETIC SURVEY
 ML0767.in June 1991.
 ML0767
 ML0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0767.GEOID18 height accuracy estimate available here.
 ML0767
 ML0767.Click photographs - Photos may exist for this station.
 ML0767
 ML0767.The dynamic height is computed by dividing the NAVD 88
 ML0767.geopotential number by the normal gravity value computed on the
 ML0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0767.degrees latitude (g = 980.6199 gals.).
 ML0767
 ML0767.The modeled gravity was interpolated from observed gravity values.
 ML0767
 ML0767;                    North         East    Units  Estimated Accuracy
 ML0767;SPC NE       -   144,790.      520,190.      MT  (+/- 180 meters Scaled)
 ML0767
 ML0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML362542(NAD 83)
 ML0767
 ML0767                          SUPERSEDED SURVEY CONTROL
 ML0767
 ML0767  NGVD 29 (??/??/92)  782.244  (m)         2566.41   (f) ADJ UNCH    2 0
 ML0767
 ML0767.Superseded values are not recommended for survey control.
 ML0767
 ML0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0767.See file dsdata.pdf to determine how the superseded data were derived.
 ML0767
 ML0767_MARKER: DB = BENCH MARK DISK
 ML0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0767_STAMPING: P 60 1934
 ML0767_MARK LOGO: CGS
 ML0767_PROJECTION: RECESSED 61 CENTIMETERS
 ML0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0767+STABILITY: SURFACE MOTION
 ML0767
 ML0767  HISTORY     - Date     Condition        Report By
 ML0767  HISTORY     - 1934     MONUMENTED       CGS
 ML0767  HISTORY     - 1950     GOOD             CGS
 ML0767
 ML0767                          STATION DESCRIPTION
 ML0767
 ML0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0767'AT OCONTO.
 ML0767'AT OCONTO, 0.1 MILE SOUTH OF THE SCHOOL, 219 FEET NORTH OF
 ML0767'THE NORTH RAIL OF THE UNION PACIFIC RAILROAD, ON THE EXTENDED
 ML0767'CENTER LINE OF A DIRT ROAD, LEADING NORTHWEST, 28 FEET SOUTHEAST
 ML0767'OF THE CENTER LINE OF STATE HIGHWAY 21, 28 FEET SOUTHEAST OF
 ML0767'THE SOUTHEAST CORNER OF A 4 FOOT CONCRETE CULVERT, 2.6 FEET
 ML0767'WEST OF A WITNESS POST, 1 FOOT WEST OF A FENCE, SET IN THE TOP
 ML0767'OF A CONCRETE POST WHICH IS 2 FEET BELOW THE TOP OF THE GROUND.
 ML0767'NOTE-- THIS MARK HAS BEEN COVERED OVER WHEN THE NEW HIGHWAY
 ML0767'WAS CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0098 ***********************************************************************
 NP0098  DESIGNATION -  P 61
 NP0098  PID         -  NP0098
 NP0098  STATE/COUNTY-  NE/SHERIDAN
 NP0098  COUNTRY     -  US
 NP0098  USGS QUAD   -  LAKESIDE (2017)
 NP0098
 NP0098                         *CURRENT SURVEY CONTROL
 NP0098  ______________________________________________________________________
 NP0098* NAD 83(1986) POSITION- 42 03 18.43   (N) 102 25 04.70   (W)   HD_HELD1
 NP0098* NAVD 88 ORTHO HEIGHT -  1184.896 (meters)     3887.45  (feet) ADJUSTED
 NP0098  ______________________________________________________________________
 NP0098  GEOID HEIGHT    -        -18.886 (meters)                     GEOID18
 NP0098  DYNAMIC HEIGHT  -       1184.217 (meters)     3885.22  (feet) COMP
 NP0098  MODELED GRAVITY -    980,008.1   (mgal)                       NAVD 88
 NP0098
 NP0098  VERT ORDER      -  SECOND    CLASS 0
 NP0098
 NP0098.The horizontal coordinates were determined by differentially corrected
 NP0098.hand held GPS observations or other comparable positioning techniques
 NP0098.and have an estimated accuracy of +/- 3 meters.
 NP0098
 NP0098.The orthometric height was determined by differential leveling and
 NP0098.adjusted by the NATIONAL GEODETIC SURVEY
 NP0098.in June 1991.
 NP0098
 NP0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0098.GEOID18 height accuracy estimate available here.
 NP0098
 NP0098.Click photographs - Photos may exist for this station.
 NP0098
 NP0098.The dynamic height is computed by dividing the NAVD 88
 NP0098.geopotential number by the normal gravity value computed on the
 NP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0098.degrees latitude (g = 980.6199 gals.).
 NP0098
 NP0098.The modeled gravity was interpolated from observed gravity values.
 NP0098
 NP0098;                    North         East    Units  Estimated Accuracy
 NP0098;SPC NE       -   249,476.4     299,927.4     MT  (+/- 3 meters HH1 GPS) 
 NP0098
 NP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1366059122(NAD 83)
 NP0098
 NP0098                          SUPERSEDED SURVEY CONTROL
 NP0098
 NP0098  NGVD 29 (??/??/92) 1184.342  (m)         3885.63   (f) ADJ UNCH    2 0
 NP0098
 NP0098.Superseded values are not recommended for survey control.
 NP0098
 NP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0098.See file dsdata.pdf to determine how the superseded data were derived.
 NP0098
 NP0098_MARKER: DB = BENCH MARK DISK
 NP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0098_STAMPING: P 61 1934
 NP0098_MARK LOGO: CGS
 NP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0098+STABILITY: SURFACE MOTION
 NP0098
 NP0098  HISTORY     - Date     Condition        Report By
 NP0098  HISTORY     - 1934     MONUMENTED       CGS
 NP0098  HISTORY     - 1940     GOOD             CGS
 NP0098  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0098
 NP0098                          STATION DESCRIPTION
 NP0098
 NP0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0098'0.3 MI E FROM LAKE SIDE.
 NP0098'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0098'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0098'OF MILEPOST 342, AT THE WEST SLOPE OF A RISE, 141.5 FEET EAST
 NP0098'OF THE POINT OF A DERAILING SPUR, 58.2 FEET SOUTHWEST OF THE
 NP0098'SWITCH STAND OF A SPUR LEADING TO STOCK PENS, 48.6 FEET SOUTH
 NP0098'OF THE SOUTH RAIL OF THE MAIN TRACK, 2.5 FEET WEST OF A 4- BY
 NP0098'4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND 4.0 FEET
 NP0098'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 61 1934 AND
 NP0098'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT
 NP0098'ABOVE GROUND.
 NP0098
 NP0098                          STATION RECOVERY (2007)
 NP0098
 NP0098'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0298 ***********************************************************************
 NO0298  DESIGNATION -  P 62
 NO0298  PID         -  NO0298
 NO0298  STATE/COUNTY-  NE/GRANT
 NO0298  COUNTRY     -  US
 NO0298  USGS QUAD   -  WHITMAN (2017)
 NO0298
 NO0298                         *CURRENT SURVEY CONTROL
 NO0298  ______________________________________________________________________
 NO0298* NAD 83(1986) POSITION- 42 02 28.39   (N) 101 31 18.11   (W)   HD_HELD1
 NO0298* NAVD 88 ORTHO HEIGHT -  1094.167 (meters)     3589.78  (feet) ADJUSTED
 NO0298  ______________________________________________________________________
 NO0298  GEOID HEIGHT    -        -19.697 (meters)                     GEOID18
 NO0298  DYNAMIC HEIGHT  -       1093.566 (meters)     3587.81  (feet) COMP
 NO0298  MODELED GRAVITY -    980,034.9   (mgal)                       NAVD 88
 NO0298
 NO0298  VERT ORDER      -  SECOND    CLASS 0
 NO0298
 NO0298.The horizontal coordinates were determined by differentially corrected
 NO0298.hand held GPS observations or other comparable positioning techniques
 NO0298.and have an estimated accuracy of +/- 3 meters.
 NO0298
 NO0298.The orthometric height was determined by differential leveling and
 NO0298.adjusted by the NATIONAL GEODETIC SURVEY
 NO0298.in June 1991.
 NO0298
 NO0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0298.GEOID18 height accuracy estimate available here.
 NO0298
 NO0298.Click photographs - Photos may exist for this station.
 NO0298
 NO0298.The dynamic height is computed by dividing the NAVD 88
 NO0298.geopotential number by the normal gravity value computed on the
 NO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0298.degrees latitude (g = 980.6199 gals.).
 NO0298
 NO0298.The modeled gravity was interpolated from observed gravity values.
 NO0298
 NO0298;                    North         East    Units  Estimated Accuracy
 NO0298;SPC NE       -   246,243.4     374,051.6     MT  (+/- 3 meters HH1 GPS) 
 NO0298
 NO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9128657429(NAD 83)
 NO0298
 NO0298                          SUPERSEDED SURVEY CONTROL
 NO0298
 NO0298  NGVD 29 (??/??/92) 1093.735  (m)         3588.36   (f) ADJ UNCH    2 0
 NO0298
 NO0298.Superseded values are not recommended for survey control.
 NO0298
 NO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0298.See file dsdata.pdf to determine how the superseded data were derived.
 NO0298
 NO0298_MARKER: DB = BENCH MARK DISK
 NO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0298_STAMPING: P 62 1934
 NO0298_MARK LOGO: CGS
 NO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0298+STABILITY: SURFACE MOTION
 NO0298
 NO0298  HISTORY     - Date     Condition        Report By
 NO0298  HISTORY     - 1934     MONUMENTED       CGS
 NO0298  HISTORY     - 1982     MARK NOT FOUND   NEDR
 NO0298  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0298  HISTORY     - 20160217 MARK NOT FOUND   NEGS
 NO0298
 NO0298                          STATION DESCRIPTION
 NO0298
 NO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0298'AT WHITMAN.
 NO0298'AT WHITMAN, GRANT COUNTY, 47.4 FEET EAST OF THE SOUTHEAST CORNER
 NO0298'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE
 NO0298'SOUTHEAST CORNER OF A SMALL PARK, 14.2 FEET NORTH OF THE NORTH
 NO0298'RAIL OF THE MAIN TRACK, 1.7 FEET NORTH OF THE FENCE, AND 1.3
 NO0298'FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED P 62 1934 AND
 NO0298'SET IN THE TOP OF A CONCRETE POST.
 NO0298
 NO0298                          STATION RECOVERY (1982)
 NO0298
 NO0298'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 NO0298'MARK NOT FOUND.
 NO0298
 NO0298                          STATION RECOVERY (1985)
 NO0298
 NO0298'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0298'MARK NOT FOUND.
 NO0298
 NO0298                          STATION RECOVERY (2016)
 NO0298
 NO0298'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NO0298'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0183 ***********************************************************************
 MM0183  DESIGNATION -  P 63
 MM0183  PID         -  MM0183
 MM0183  STATE/COUNTY-  NE/THOMAS
 MM0183  COUNTRY     -  US
 MM0183  USGS QUAD   -  THEDFORD (2017)
 MM0183
 MM0183                         *CURRENT SURVEY CONTROL
 MM0183  ______________________________________________________________________
 MM0183* NAD 83(1986) POSITION- 41 58 35.20   (N) 100 34 31.31   (W)   HD_HELD1
 MM0183* NAVD 88 ORTHO HEIGHT -   866.933 (meters)     2844.26  (feet) ADJUSTED
 MM0183  ______________________________________________________________________
 MM0183  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 MM0183  DYNAMIC HEIGHT  -        866.487 (meters)     2842.80  (feet) COMP
 MM0183  MODELED GRAVITY -    980,078.0   (mgal)                       NAVD 88
 MM0183
 MM0183  VERT ORDER      -  SECOND    CLASS 0
 MM0183
 MM0183.The horizontal coordinates were determined by differentially corrected
 MM0183.hand held GPS observations or other comparable positioning techniques
 MM0183.and have an estimated accuracy of +/- 3 meters.
 MM0183
 MM0183.The orthometric height was determined by differential leveling and
 MM0183.adjusted by the NATIONAL GEODETIC SURVEY
 MM0183.in June 1991.
 MM0183
 MM0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0183.GEOID18 height accuracy estimate available here.
 MM0183
 MM0183.Click photographs - Photos may exist for this station.
 MM0183
 MM0183.The dynamic height is computed by dividing the NAVD 88
 MM0183.geopotential number by the normal gravity value computed on the
 MM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0183.degrees latitude (g = 980.6199 gals.).
 MM0183
 MM0183.The modeled gravity was interpolated from observed gravity values.
 MM0183
 MM0183;                    North         East    Units  Estimated Accuracy
 MM0183;SPC NE       -   238,101.0     452,328.1     MT  (+/- 3 meters HH1 GPS) 
 MM0183
 MM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6948248361(NAD 83)
 MM0183
 MM0183                          SUPERSEDED SURVEY CONTROL
 MM0183
 MM0183  NGVD 29 (??/??/92)  866.618  (m)         2843.23   (f) ADJ UNCH    2 0
 MM0183
 MM0183.Superseded values are not recommended for survey control.
 MM0183
 MM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0183.See file dsdata.pdf to determine how the superseded data were derived.
 MM0183
 MM0183_MARKER: DB = BENCH MARK DISK
 MM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0183_STAMPING: P 63 1934
 MM0183_MARK LOGO: CGS
 MM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0183+STABILITY: SURFACE MOTION
 MM0183
 MM0183  HISTORY     - Date     Condition        Report By
 MM0183  HISTORY     - 1934     MONUMENTED       CGS
 MM0183  HISTORY     - 19850621 MARK NOT FOUND   USPSQD
 MM0183
 MM0183                          STATION DESCRIPTION
 MM0183
 MM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0183'AT THEDFORD.
 MM0183'AT THEDFORD, THOMAS COUNTY, 51.8 FEET WEST OF THE WEST END OF THE
 MM0183'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE SOUTHWEST
 MM0183'CORNER OF A PARK, 23 FEET EAST OF A FENCE, 16.7 FEET NORTH OF
 MM0183'THE NORTH RAIL, AND 1.7 FEET NORTH OF THE FENCE.  A STANDARD
 MM0183'DISK, STAMPED P 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0183
 MM0183                          STATION RECOVERY (1985)
 MM0183
 MM0183'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0162 ***********************************************************************
 MM0162  DESIGNATION -  P 64
 MM0162  PID         -  MM0162
 MM0162  STATE/COUNTY-  NE/THOMAS
 MM0162  COUNTRY     -  US
 MM0162  USGS QUAD   -  THEDFORD (2017)
 MM0162
 MM0162                         *CURRENT SURVEY CONTROL
 MM0162  ______________________________________________________________________
 MM0162* NAD 83(1986) POSITION- 41 54 04.24   (N) 100 33 41.58   (W)   HD_HELD1
 MM0162* NAVD 88 ORTHO HEIGHT -   887.376 (meters)     2911.33  (feet) ADJUSTED
 MM0162  ______________________________________________________________________
 MM0162  GEOID HEIGHT    -        -21.675 (meters)                     GEOID18
 MM0162  DYNAMIC HEIGHT  -        886.914 (meters)     2909.82  (feet) COMP
 MM0162  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 MM0162
 MM0162  VERT ORDER      -  SECOND    CLASS 0
 MM0162
 MM0162.The horizontal coordinates were determined by differentially corrected
 MM0162.hand held GPS observations or other comparable positioning techniques
 MM0162.and have an estimated accuracy of +/- 3 meters.
 MM0162
 MM0162.The orthometric height was determined by differential leveling and
 MM0162.adjusted by the NATIONAL GEODETIC SURVEY
 MM0162.in June 1991.
 MM0162
 MM0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0162.GEOID18 height accuracy estimate available here.
 MM0162
 MM0162.Click photographs - Photos may exist for this station.
 MM0162
 MM0162.The dynamic height is computed by dividing the NAVD 88
 MM0162.geopotential number by the normal gravity value computed on the
 MM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0162.degrees latitude (g = 980.6199 gals.).
 MM0162
 MM0162.The modeled gravity was interpolated from observed gravity values.
 MM0162
 MM0162;                    North         East    Units  Estimated Accuracy
 MM0162;SPC NE       -   229,736.3     453,418.4     MT  (+/- 3 meters HH1 GPS) 
 MM0162
 MM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7047439983(NAD 83)
 MM0162
 MM0162                          SUPERSEDED SURVEY CONTROL
 MM0162
 MM0162  NGVD 29 (??/??/92)  887.062  (m)         2910.30   (f) ADJ UNCH    2 0
 MM0162
 MM0162.Superseded values are not recommended for survey control.
 MM0162
 MM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0162.See file dsdata.pdf to determine how the superseded data were derived.
 MM0162
 MM0162_MARKER: DD = SURVEY DISK
 MM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0162_STAMPING: P 64 1934
 MM0162_MARK LOGO: CGS
 MM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0162+STABILITY: SURFACE MOTION
 MM0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0162+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1988
 MM0162
 MM0162  HISTORY     - Date     Condition        Report By
 MM0162  HISTORY     - 1934     MONUMENTED       CGS
 MM0162  HISTORY     - 1972     GOOD             LOCSUR
 MM0162  HISTORY     - 19880526 POOR             NGS
 MM0162
 MM0162                          STATION DESCRIPTION
 MM0162
 MM0162'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MM0162'5.7 MI S FROM THEDFORD.
 MM0162'ABOUT 7.5 MI. SOUTH ALONG STATE HIGHWAY 83 FROM THE CHICAGO,
 MM0162'BURLINGTON, AND QUINCY RAILROAD (BURLINGTON NORTHERN)  AT THEDFORD,
 MM0162'THOMAS COUNTY, ABOUT 100 FEET SOUTH OF A FARM HOUSE, 48 FEET
 MM0162'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE
 MM0162'FENCE, ABOUT 198 FEET WEST OF STATION 1589+57 OF THE PROPOSED
 MM0162'NEW LOCATION OF HIGHWAY 83 AND PROTRUDING ABOUT 3.5 FEET
 MM0162'ABOVE THE GROUND.  IT APPEARS THIS CAP HAS BEEN MOVED.
 MM0162
 MM0162                          STATION RECOVERY (1988)
 MM0162
 MM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MM0162'THE MARK WAS FOUND FULLY EXPOSED AND LEANING.  IT IS BEING USED AS A
 MM0162'FENCE POST BY A PRIVATE LAND OWNER AND HE REQUESTED THE DISK NOT BE
 MM0162'REMOVED BECAUSE OF POSSIBLE DAMAGE TO THE POST.  THIS MARK IS OF NO
 MM0162'VALUE AND SHOULD NOT BE USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0467 ***********************************************************************
 NN0467  DESIGNATION -  P 67
 NN0467  PID         -  NN0467
 NN0467  STATE/COUNTY-  NE/BROWN
 NN0467  COUNTRY     -  US
 NN0467  USGS QUAD   -  RAVEN (2017)
 NN0467
 NN0467                         *CURRENT SURVEY CONTROL
 NN0467  ______________________________________________________________________
 NN0467* NAD 83(1986) POSITION- 42 15 04.     (N) 099 50 23.     (W)   SCALED
 NN0467* NAVD 88 ORTHO HEIGHT -   799.676 (meters)     2623.60  (feet) ADJUSTED
 NN0467  ______________________________________________________________________
 NN0467  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 NN0467  DYNAMIC HEIGHT  -        799.312 (meters)     2622.41  (feet) COMP
 NN0467  MODELED GRAVITY -    980,139.9   (mgal)                       NAVD 88
 NN0467
 NN0467  VERT ORDER      -  SECOND    CLASS 0
 NN0467
 NN0467.The horizontal coordinates were scaled from a map and have
 NN0467.an estimated accuracy of +/- 6 seconds.
 NN0467
 NN0467.The orthometric height was determined by differential leveling and
 NN0467.adjusted by the NATIONAL GEODETIC SURVEY
 NN0467.in June 1991.
 NN0467
 NN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0467.GEOID18 height accuracy estimate available here.
 NN0467
 NN0467.Click photographs - Photos may exist for this station.
 NN0467
 NN0467.The dynamic height is computed by dividing the NAVD 88
 NN0467.geopotential number by the normal gravity value computed on the
 NN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0467.degrees latitude (g = 980.6199 gals.).
 NN0467
 NN0467.The modeled gravity was interpolated from observed gravity values.
 NN0467
 NN0467;                    North         East    Units  Estimated Accuracy
 NN0467;SPC NE       -   268,460.      513,220.      MT  (+/- 180 meters Scaled)
 NN0467
 NN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM307779(NAD 83)
 NN0467
 NN0467                          SUPERSEDED SURVEY CONTROL
 NN0467
 NN0467  NGVD 29 (??/??/92)  799.374  (m)         2622.61   (f) ADJ UNCH    2 0
 NN0467
 NN0467.Superseded values are not recommended for survey control.
 NN0467
 NN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0467.See file dsdata.pdf to determine how the superseded data were derived.
 NN0467
 NN0467_MARKER: DB = BENCH MARK DISK
 NN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0467_STAMPING: P 67 1935
 NN0467_MARK LOGO: CGS
 NN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0467+STABILITY: SURFACE MOTION
 NN0467
 NN0467  HISTORY     - Date     Condition        Report By
 NN0467  HISTORY     - 1935     MONUMENTED       CGS
 NN0467  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0467
 NN0467                          STATION DESCRIPTION
 NN0467
 NN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0467'21.0 MI S FROM AINSWORTH.
 NN0467'ABOUT 21.0 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0467'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 75 YARDS NORTHWEST
 NN0467'OF THE NORTHWEST CORNER OF THE J. HARITZ FARMHOUSE, 18 FEET
 NN0467'NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 NN0467'NORTH END OF A CATTLE GATE, AND 4.5 FEET SOUTH OF THE RIGHT-OF-WAY
 NN0467'FENCE.  A STANDARD DISK, STAMPED P 67 1935 AND SET IN THE TOP
 NN0467'OF A CONCRETE POST.
 NN0467
 NN0467                          STATION RECOVERY (1975)
 NN0467
 NN0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0109 ***********************************************************************
 MM0109  DESIGNATION -  P 7
 MM0109  PID         -  MM0109
 MM0109  STATE/COUNTY-  NE/LINCOLN
 MM0109  COUNTRY     -  US
 MM0109  USGS QUAD   -  HERSHEY EAST (2017)
 MM0109
 MM0109                         *CURRENT SURVEY CONTROL
 MM0109  ______________________________________________________________________
 MM0109* NAD 83(1986) POSITION- 41 09 30.     (N) 100 58 25.     (W)   SCALED
 MM0109* NAVD 88 ORTHO HEIGHT -   880.942 (meters)     2890.22  (feet) ADJUSTED
 MM0109  ______________________________________________________________________
 MM0109  GEOID HEIGHT    -        -21.985 (meters)                     GEOID18
 MM0109  DYNAMIC HEIGHT  -        880.413 (meters)     2888.49  (feet) COMP
 MM0109  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 MM0109
 MM0109  VERT ORDER      -  FIRST     CLASS II
 MM0109
 MM0109.The horizontal coordinates were scaled from a map and have
 MM0109.an estimated accuracy of +/- 6 seconds.
 MM0109
 MM0109.The orthometric height was determined by differential leveling and
 MM0109.adjusted by the NATIONAL GEODETIC SURVEY
 MM0109.in June 1991.
 MM0109
 MM0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0109.GEOID18 height accuracy estimate available here.
 MM0109
 MM0109.Click photographs - Photos may exist for this station.
 MM0109
 MM0109.The dynamic height is computed by dividing the NAVD 88
 MM0109.geopotential number by the normal gravity value computed on the
 MM0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0109.degrees latitude (g = 980.6199 gals.).
 MM0109
 MM0109.The modeled gravity was interpolated from observed gravity values.
 MM0109
 MM0109;                    North         East    Units  Estimated Accuracy
 MM0109;SPC NE       -   147,570.      418,310.      MT  (+/- 180 meters Scaled)
 MM0109
 MM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL344582(NAD 83)
 MM0109
 MM0109                          SUPERSEDED SURVEY CONTROL
 MM0109
 MM0109  NGVD 29 (02/14/92)  880.560  (m)         2888.97   (f) ADJUSTED    1 2
 MM0109  NGVD 29 (??/??/87)  880.568  (m)         2889.00   (f) SUPERSEDED  1 2
 MM0109
 MM0109.Superseded values are not recommended for survey control.
 MM0109
 MM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0109.See file dsdata.pdf to determine how the superseded data were derived.
 MM0109
 MM0109_MARKER: DB = BENCH MARK DISK
 MM0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0109_STAMPING: P 7 1933 2888.997
 MM0109_MARK LOGO: CGS
 MM0109_PROJECTION: RECESSED 20 CENTIMETERS
 MM0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0109+STABILITY: SURFACE MOTION
 MM0109
 MM0109  HISTORY     - Date     Condition        Report By
 MM0109  HISTORY     - 1933     MONUMENTED       CGS
 MM0109  HISTORY     - 1934     GOOD             CGS
 MM0109  HISTORY     - 1977     GOOD             DOD
 MM0109  HISTORY     - 1986     GOOD             NGS
 MM0109
 MM0109                          STATION DESCRIPTION
 MM0109
 MM0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0109'1.5 MI E FROM HERSHEY.
 MM0109'ABOUT 1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0109'HERSHEY, LINCOLN COUNTY, ABOUT 17 POLES WEST OF MILEPOST 295,
 MM0109'AT A ROAD CROSSING, 41 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MM0109'42.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 5.3
 MM0109'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 4.8 FEET EAST
 MM0109'OF THE EAST FENCE OF THE ROAD.  A STANDARD DISK, STAMPED 2888.997
 MM0109'P 7 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MM0109'3 INCHES ABOVE GROUND.
 MM0109
 MM0109                          STATION RECOVERY (1934)
 MM0109
 MM0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0109'RECOVERED IN GOOD CONDITION.
 MM0109
 MM0109                          STATION RECOVERY (1977)
 MM0109
 MM0109'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 MM0109'RECOVERED IN GOOD CONDITION.
 MM0109
 MM0109                          STATION RECOVERY (1986)
 MM0109
 MM0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0109'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5
 MM0109'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY 56 C
 MM0109'AT HERSHEY, THENCE 0.48 KM (0.3 MI) SOUTH ALONG DIRT ROAD, AT THE
 MM0109'CROSSING OF THE UNION PACIFIC RAILROAD, 12.5 METERS (41 FT) EAST OF
 MM0109'THE CENTER OF THE ROAD, 13.1 METERS (43 FT) NORTH OF THE NORTH RAIL OF
 MM0109'THE UNION PACIFIC RAILROAD, 1.7 METERS (5.5 FT) NORTH-NORTHEAST OF A
 MM0109'POWER POLE AND 1.6 METERS (5.3 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 MM0109'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0109'THE MARK IS 0.6 M BELOW RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0015 ***********************************************************************
 ML0015  DESIGNATION -  P 70
 ML0015  PID         -  ML0015
 ML0015  STATE/COUNTY-  NE/WHEELER
 ML0015  COUNTRY     -  US
 ML0015  USGS QUAD   -  MIGNERY RANCH (2017)
 ML0015
 ML0015                         *CURRENT SURVEY CONTROL
 ML0015  ______________________________________________________________________
 ML0015* NAD 83(1986) POSITION- 41 59 15.     (N) 098 28 12.     (W)   SCALED
 ML0015* NAVD 88 ORTHO HEIGHT -   621.394 (meters)     2038.69  (feet) ADJUSTED
 ML0015  ______________________________________________________________________
 ML0015  GEOID HEIGHT    -        -24.171 (meters)                     GEOID18
 ML0015  DYNAMIC HEIGHT  -        621.127 (meters)     2037.81  (feet) COMP
 ML0015  MODELED GRAVITY -    980,172.3   (mgal)                       NAVD 88
 ML0015
 ML0015  VERT ORDER      -  SECOND    CLASS 0
 ML0015
 ML0015.The horizontal coordinates were scaled from a map and have
 ML0015.an estimated accuracy of +/- 6 seconds.
 ML0015
 ML0015.The orthometric height was determined by differential leveling and
 ML0015.adjusted by the NATIONAL GEODETIC SURVEY
 ML0015.in June 1991.
 ML0015
 ML0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0015.GEOID18 height accuracy estimate available here.
 ML0015
 ML0015.Click photographs - Photos may exist for this station.
 ML0015
 ML0015.The dynamic height is computed by dividing the NAVD 88
 ML0015.geopotential number by the normal gravity value computed on the
 ML0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0015.degrees latitude (g = 980.6199 gals.).
 ML0015
 ML0015.The modeled gravity was interpolated from observed gravity values.
 ML0015
 ML0015;                    North         East    Units  Estimated Accuracy
 ML0015;SPC NE       -   240,290.      626,740.      MT  (+/- 180 meters Scaled)
 ML0015
 ML0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM439485(NAD 83)
 ML0015
 ML0015                          SUPERSEDED SURVEY CONTROL
 ML0015
 ML0015  NGVD 29 (??/??/92)  621.163  (m)         2037.93   (f) ADJ UNCH    2 0
 ML0015
 ML0015.Superseded values are not recommended for survey control.
 ML0015
 ML0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0015.See file dsdata.pdf to determine how the superseded data were derived.
 ML0015
 ML0015_MARKER: DB = BENCH MARK DISK
 ML0015_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0015_STAMPING: P 70 1935
 ML0015_MARK LOGO: CGS
 ML0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0015
 ML0015  HISTORY     - Date     Condition        Report By
 ML0015  HISTORY     - 1935     MONUMENTED       CGS
 ML0015  HISTORY     - 1938     MARK NOT FOUND   CGS
 ML0015
 ML0015                          STATION DESCRIPTION
 ML0015
 ML0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0015'9.3 MI W FROM PARK CENTER.
 ML0015'9.3 MILES WEST OF HIGH SCHOOL BY HIGHWAY.  ALONG STATE HIGHWAY
 ML0015'53 BETWEEN PARK CENTER AND U.S. HIGHWAY 281, AT A POINT WHERE
 ML0015'THE RIGHT OF WAY FENCE TAKES A DECIDED JOG IN WIDTH, 102 FEET
 ML0015'NORTH OF THE CENTER LINE OF HIGHWAY, 30 FEET NORTH OF THE NORTH
 ML0015'EDGE OF A BORROW DITCH, 26.4 FEET SOUTH OF THE RIGHT OF WAY
 ML0015'FENCE, 22.5 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD,
 ML0015'3.8 FEET WEST OF LINE FENCE.  4.1 MILES E OF JCT 53 AND 281.
 ML0015
 ML0015                          STATION RECOVERY (1938)
 ML0015
 ML0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 ML0015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0610 ***********************************************************************
 ML0610  DESIGNATION -  P 71
 ML0610  PID         -  ML0610
 ML0610  STATE/COUNTY-  NE/GARFIELD
 ML0610  COUNTRY     -  US
 ML0610  USGS QUAD   -  BURWELL (2017)
 ML0610
 ML0610                         *CURRENT SURVEY CONTROL
 ML0610  ______________________________________________________________________
 ML0610* NAD 83(1986) POSITION- 41 46 09.     (N) 099 09 17.     (W)   SCALED
 ML0610* NAVD 88 ORTHO HEIGHT -   668.395 (meters)     2192.89  (feet) ADJUSTED
 ML0610  ______________________________________________________________________
 ML0610  GEOID HEIGHT    -        -23.512 (meters)                     GEOID18
 ML0610  DYNAMIC HEIGHT  -        668.072 (meters)     2191.83  (feet) COMP
 ML0610  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 ML0610
 ML0610  VERT ORDER      -  SECOND    CLASS 0
 ML0610
 ML0610.The horizontal coordinates were scaled from a map and have
 ML0610.an estimated accuracy of +/- 6 seconds.
 ML0610
 ML0610.The orthometric height was determined by differential leveling and
 ML0610.adjusted by the NATIONAL GEODETIC SURVEY
 ML0610.in June 1991.
 ML0610
 ML0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0610.GEOID18 height accuracy estimate available here.
 ML0610
 ML0610.Click photographs - Photos may exist for this station.
 ML0610
 ML0610.The dynamic height is computed by dividing the NAVD 88
 ML0610.geopotential number by the normal gravity value computed on the
 ML0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0610.degrees latitude (g = 980.6199 gals.).
 ML0610
 ML0610.The modeled gravity was interpolated from observed gravity values.
 ML0610
 ML0610;                    North         East    Units  Estimated Accuracy
 ML0610;SPC NE       -   215,270.      570,260.      MT  (+/- 180 meters Scaled)
 ML0610
 ML0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM871241(NAD 83)
 ML0610
 ML0610                          SUPERSEDED SURVEY CONTROL
 ML0610
 ML0610  NGVD 29 (??/??/92)  668.133  (m)         2192.03   (f) ADJ UNCH    2 0
 ML0610
 ML0610.Superseded values are not recommended for survey control.
 ML0610
 ML0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0610.See file dsdata.pdf to determine how the superseded data were derived.
 ML0610
 ML0610_MARKER: DB = BENCH MARK DISK
 ML0610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0610_STAMPING: P 71 1935
 ML0610_MARK LOGO: CGS
 ML0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0610
 ML0610  HISTORY     - Date     Condition        Report By
 ML0610  HISTORY     - 1935     MONUMENTED       CGS
 ML0610  HISTORY     - 1952     MARK NOT FOUND   CGS
 ML0610
 ML0610                          STATION DESCRIPTION
 ML0610
 ML0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0610'1.6 MI SW FROM BURWELL.
 ML0610'1.6 MILES SOUTHWEST OF COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0610'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, AT THE JUNCTION OF T
 ML0610'ROAD, 33.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33.2
 ML0610'FEET WEST OF THE CENTER LINE OF T ROAD, AND 5.4 FEET EAST OF
 ML0610'CORNER POST.
 ML0610
 ML0610                          STATION RECOVERY (1952)
 ML0610
 ML0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ML0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0881 ***********************************************************************
 ML0881  CBN         -  This is a Cooperative Base Network Control Station.
 ML0881  DESIGNATION -  P 72
 ML0881  PID         -  ML0881
 ML0881  STATE/COUNTY-  NE/BLAINE
 ML0881  COUNTRY     -  US
 ML0881  USGS QUAD   -  BREWSTER (2017)
 ML0881
 ML0881                         *CURRENT SURVEY CONTROL
 ML0881  ______________________________________________________________________
 ML0881* NAD 83(2011) POSITION- 41 56 08.39035(N) 099 51 52.87067(W)   ADJUSTED
 ML0881* NAD 83(2011) ELLIP HT-   739.276 (meters)        (06/27/12)   ADJUSTED
 ML0881* NAD 83(2011) EPOCH   -  2010.00
 ML0881* NAVD 88 ORTHO HEIGHT -   761.710 (meters)     2499.04  (feet) ADJUSTED
 ML0881  ______________________________________________________________________
 ML0881  GEOID HEIGHT    -        -22.443 (meters)                     GEOID18
 ML0881  NAD 83(2011) X  -   -814,177.804 (meters)                     COMP
 ML0881  NAD 83(2011) Y  - -4,682,064.860 (meters)                     COMP
 ML0881  NAD 83(2011) Z  -  4,240,784.715 (meters)                     COMP
 ML0881  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 ML0881  DYNAMIC HEIGHT  -        761.342 (meters)     2497.84  (feet) COMP
 ML0881  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 ML0881
 ML0881  VERT ORDER      -  SECOND    CLASS 0
 ML0881
 ML0881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0881  Standards:
 ML0881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0881  -------------------------------------------------------------------
 ML0881  NETWORK    0.45   1.27           0.21   0.14   0.65      0.00863020
 ML0881  -------------------------------------------------------------------
 ML0881  Click here for local accuracies and other accuracy information.
 ML0881
 ML0881.The horizontal coordinates were established by GPS observations
 ML0881.and adjusted by the National Geodetic Survey in June 2012.
 ML0881
 ML0881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0881.been affixed to the stable North American tectonic plate. See 
 ML0881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0881
 ML0881.The horizontal coordinates are valid at the epoch date displayed above
 ML0881.which is a decimal equivalence of Year/Month/Day.
 ML0881
 ML0881.The orthometric height was determined by differential leveling and
 ML0881.adjusted by the NATIONAL GEODETIC SURVEY
 ML0881.in June 1991.
 ML0881
 ML0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0881.GEOID18 height accuracy estimate available here.
 ML0881
 ML0881.Click photographs - Photos may exist for this station.
 ML0881
 ML0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0881
 ML0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0881
 ML0881.The ellipsoidal height was determined by GPS observations
 ML0881.and is referenced to NAD 83.
 ML0881
 ML0881.The dynamic height is computed by dividing the NAVD 88
 ML0881.geopotential number by the normal gravity value computed on the
 ML0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0881.degrees latitude (g = 980.6199 gals.).
 ML0881
 ML0881.The modeled gravity was interpolated from observed gravity values.
 ML0881
 ML0881. The following values were computed from the NAD 83(2011) position.
 ML0881
 ML0881;                    North         East     Units Scale Factor Converg.
 ML0881;SPC NE       -   233,423.005   511,218.608   MT  0.99968668   +0 05 22.8
 ML0881;SPC NE       -   765,821.98  1,677,223.05   sFT  0.99968668   +0 05 22.8
 ML0881;UTM  14      - 4,642,994.614   428,316.354   MT  0.99966323   -0 34 40.4
 ML0881
 ML0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0881!SPC NE       -   0.99988406  x   0.99968668  =   0.99957078
 ML0881!UTM  14      -   0.99988406  x   0.99966323  =   0.99954733
 ML0881
 ML0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2831642994(NAD 83)
 ML0881
 ML0881                          SUPERSEDED SURVEY CONTROL
 ML0881
 ML0881  NAD 83(2007)-  41 56 08.39027(N)    099 51 52.87142(W) AD(2002.00) 0
 ML0881  ELLIP H (02/10/07)  739.302  (m)                       GP(2002.00)    
 ML0881  ELLIP H (09/24/01)  739.274  (m)                       GP(       ) 4 1
 ML0881  NAD 83(1995)-  41 56 08.38995(N)    099 51 52.87101(W) AD(       ) B
 ML0881  ELLIP H (06/25/96)  739.330  (m)                       GP(       ) 1 1
 ML0881  NAVD 88             761.71   (m)         2499.0    (f) LEVELING    3  
 ML0881  NGVD 29 (??/??/92)  761.424  (m)         2498.11   (f) ADJ UNCH    2 0
 ML0881
 ML0881.Superseded values are not recommended for survey control.
 ML0881
 ML0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0881.See file dsdata.pdf to determine how the superseded data were derived.
 ML0881
 ML0881_MARKER: DB = BENCH MARK DISK
 ML0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0881_STAMPING: P 72 1935
 ML0881_MARK LOGO: CGS
 ML0881_PROJECTION: FLUSH
 ML0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0881+STABILITY: SURFACE MOTION
 ML0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0881+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2020
 ML0881
 ML0881  HISTORY     - Date     Condition        Report By
 ML0881  HISTORY     - 1935     MONUMENTED       CGS
 ML0881  HISTORY     - 1960     GOOD             CGS
 ML0881  HISTORY     - 19950524 GOOD             NGS
 ML0881  HISTORY     - 20030825 GOOD             NEDR
 ML0881  HISTORY     - 20121204 GOOD             INDIV
 ML0881  HISTORY     - 20150209 GOOD             JEOCON
 ML0881  HISTORY     - 20160425 GOOD             NEGS
 ML0881  HISTORY     - 20200302 GOOD             NEGS
 ML0881
 ML0881                          STATION DESCRIPTION
 ML0881
 ML0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0881'AT BREWSTER.
 ML0881'AT ROAD JUNCTION SOUTH OF COURTHOUSE.  AT THE JUNCTION OF STATE
 ML0881'HIGHWAYS 7 AND 53, ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST
 ML0881'CORNER OF BLAINE COUNTY COURTHOUSE, 96 FEET EAST OF THE CENTER
 ML0881'LINE OF STATE HIGHWAY 7, 39 FEET SOUTH OF THE CENTER LINE OF
 ML0881'STATE HIGHWAY 53 EXTENDED.
 ML0881
 ML0881                          STATION RECOVERY (1960)
 ML0881
 ML0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ML0881'RECOVERED IN GOOD CONDITION.
 ML0881
 ML0881                          STATION RECOVERY (1995)
 ML0881
 ML0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0881'THE MARK IS LOCATED AT BREWSTER, JUST SOUTH OF THE COURTHOUSE, IN THE
 ML0881'SOUTH EDGE OF TOWN, IN THE SE1/4, SEC28, T23N, R22W AND ON PROPERTY
 ML0881'OWNED BY ROY AND PEGGY SPENCER, HC63, BOX 30, BREWSTER, NEBRASKA.
 ML0881'TELEPHONE 308-547-2453.  THE DISK IS SET INTO THE TOP OF A SQUARE
 ML0881'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 86.0 FT (26.2
 ML0881'M) EAST AND 243.5 FT (74.2 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 ML0881'STONE PORTION OF THE COURTHOUSE BUILDING, 154.9 FT (47.2 M) SOUTHWEST
 ML0881'OF THE SOUTHWEST CORNER OF THE AMERICAN LEGION POST 323 BUILDING, 35.0
 ML0881'FT (10.7 M) SOUTH OF THE EXTENDED CENTERLINE OF A PAVED STREET LEADING
 ML0881'EAST, 3.4 FT (1.0 M) SOUTH OF AN EAST-WEST FENCE AND A WITNESS POST
 ML0881'AND ON THE EXTENDED CENTERLINE OF THE STREET LEADING NORTH PAST THE
 ML0881'COURTHOUSE.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 ML0881'PLEASE DO NOT LEAVE ANY LITTER AT THE MARK SITE.
 ML0881
 ML0881                          STATION RECOVERY (2003)
 ML0881
 ML0881'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 ML0881'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2003 (KSM) RECOVERED
 ML0881'IN GOOD CONDITION.
 ML0881
 ML0881                          STATION RECOVERY (2012)
 ML0881
 ML0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0881'FOUND MARK IN GOOD CONDITION.
 ML0881
 ML0881                          STATION RECOVERY (2015)
 ML0881
 ML0881'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 ML0881'RECOVERED IN GOOD CONDITION.
 ML0881
 ML0881                          STATION RECOVERY (2016)
 ML0881
 ML0881'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 ML0881'FOUND GOOD
 ML0881
 ML0881                          STATION RECOVERY (2020)
 ML0881
 ML0881'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 ML0881'THE MARK IS LOCATED IN BREWSTER SOUTH OF THE COURTHOUSE
 ML0881'SOUTH-SOUTHWEST OF LINCOLN AVENUE AND DORSEY ST.
 ML0881'
 ML0881'IT IS 86.0 FT (26.2 M) EAST AND 243.5 FT (74.2 M) SOUTH OF THE
 ML0881'SOUTHEAST CORNER OF THE STONE PORTION OF THE COURTHOUSE BUILDING,
 ML0881'154.9 FT (47.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE AMERICAN
 ML0881'LEGION POST 323 BUILDING, 35.0 FT (10.7 M) SOUTH OF THE EXTENDED
 ML0881'CENTERLINE OF DORSEY STREET LEADING EAST, 3.4 FT (1.0 M) SOUTH OF AN
 ML0881'EAST-WEST FENCE AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0095 ***********************************************************************
 NO0095  DESIGNATION -  P 73
 NO0095  PID         -  NO0095
 NO0095  STATE/COUNTY-  NE/CHERRY
 NO0095  COUNTRY     -  US
 NO0095  USGS QUAD   -  BROWNLEE FLATS (2017)
 NO0095
 NO0095                         *CURRENT SURVEY CONTROL
 NO0095  ______________________________________________________________________
 NO0095* NAD 83(1986) POSITION- 42 18 33.32   (N) 100 38 22.60   (W)   HD_HELD1
 NO0095* NAVD 88 ORTHO HEIGHT -   881.151 (meters)     2890.91  (feet) ADJUSTED
 NO0095  ______________________________________________________________________
 NO0095  GEOID HEIGHT    -        -21.383 (meters)                     GEOID18
 NO0095  DYNAMIC HEIGHT  -        880.725 (meters)     2889.51  (feet) COMP
 NO0095  MODELED GRAVITY -    980,108.5   (mgal)                       NAVD 88
 NO0095
 NO0095  VERT ORDER      -  SECOND    CLASS 0
 NO0095
 NO0095.The horizontal coordinates were determined by differentially corrected
 NO0095.hand held GPS observations or other comparable positioning techniques
 NO0095.and have an estimated accuracy of +/- 3 meters.
 NO0095
 NO0095.The orthometric height was determined by differential leveling and
 NO0095.adjusted by the NATIONAL GEODETIC SURVEY
 NO0095.in June 1991.
 NO0095
 NO0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0095.GEOID18 height accuracy estimate available here.
 NO0095
 NO0095.Click photographs - Photos may exist for this station.
 NO0095
 NO0095.The dynamic height is computed by dividing the NAVD 88
 NO0095.geopotential number by the normal gravity value computed on the
 NO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0095.degrees latitude (g = 980.6199 gals.).
 NO0095
 NO0095.The modeled gravity was interpolated from observed gravity values.
 NO0095
 NO0095;                    North         East    Units  Estimated Accuracy
 NO0095;SPC NE       -   275,094.5     447,278.4     MT  (+/- 3 meters HH1 GPS) 
 NO0095
 NO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6486985415(NAD 83)
 NO0095
 NO0095                          SUPERSEDED SURVEY CONTROL
 NO0095
 NO0095  NGVD 29 (??/??/92)  880.839  (m)         2889.89   (f) ADJ UNCH    2 0
 NO0095
 NO0095.Superseded values are not recommended for survey control.
 NO0095
 NO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0095.See file dsdata.pdf to determine how the superseded data were derived.
 NO0095
 NO0095_MARKER: DB = BENCH MARK DISK
 NO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0095_STAMPING: P 73 1934
 NO0095_MARK LOGO: CGS
 NO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0095+STABILITY: SURFACE MOTION
 NO0095
 NO0095  HISTORY     - Date     Condition        Report By
 NO0095  HISTORY     - 1934     MONUMENTED       CGS
 NO0095  HISTORY     - 1984     GOOD             USGS
 NO0095
 NO0095                          STATION DESCRIPTION
 NO0095
 NO0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0095'2 MI N FROM BROWNLEE.
 NO0095'ABOUT 2.0 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0095'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.2 MILE NORTH OF A RANCHHOUSE,
 NO0095'NEAR A GROVE OF COTTONWOOD AND POPLAR TREES, 2.5 FEET SOUTHEAST
 NO0095'OF A FENCE CORNER, AND 1.7 FEET EAST OF THE FENCE.  A STANDARD
 NO0095'DISK, STAMPED P 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0095
 NO0095                          STATION RECOVERY (1984)
 NO0095
 NO0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0061 ***********************************************************************
 NP0061  DESIGNATION -  P 75
 NP0061  PID         -  NP0061
 NP0061  STATE/COUNTY-  NE/SHERIDAN
 NP0061  COUNTRY     -  US
 NP0061  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0061
 NP0061                         *CURRENT SURVEY CONTROL
 NP0061  ______________________________________________________________________
 NP0061* NAD 83(1986) POSITION- 42 35 03.     (N) 102 09 25.     (W)   SCALED
 NP0061* NAVD 88 ORTHO HEIGHT -  1145.610 (meters)     3758.56  (feet) ADJUSTED
 NP0061  ______________________________________________________________________
 NP0061  GEOID HEIGHT    -        -18.470 (meters)                     GEOID18
 NP0061  DYNAMIC HEIGHT  -       1145.034 (meters)     3756.67  (feet) COMP
 NP0061  MODELED GRAVITY -    980,078.5   (mgal)                       NAVD 88
 NP0061
 NP0061  VERT ORDER      -  SECOND    CLASS 0
 NP0061
 NP0061.The horizontal coordinates were scaled from a map and have
 NP0061.an estimated accuracy of +/- 6 seconds.
 NP0061
 NP0061.The orthometric height was determined by differential leveling and
 NP0061.adjusted by the NATIONAL GEODETIC SURVEY
 NP0061.in June 1991.
 NP0061
 NP0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0061.GEOID18 height accuracy estimate available here.
 NP0061
 NP0061.Click photographs - Photos may exist for this station.
 NP0061
 NP0061.The dynamic height is computed by dividing the NAVD 88
 NP0061.geopotential number by the normal gravity value computed on the
 NP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0061.degrees latitude (g = 980.6199 gals.).
 NP0061
 NP0061.The modeled gravity was interpolated from observed gravity values.
 NP0061
 NP0061;                    North         East    Units  Estimated Accuracy
 NP0061;SPC NE       -   307,640.      322,990.      MT  (+/- 180 meters Scaled)
 NP0061
 NP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH332185(NAD 83)
 NP0061
 NP0061                          SUPERSEDED SURVEY CONTROL
 NP0061
 NP0061  NGVD 29 (??/??/92) 1145.104  (m)         3756.90   (f) ADJ UNCH    2 0
 NP0061
 NP0061.Superseded values are not recommended for survey control.
 NP0061
 NP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0061.See file dsdata.pdf to determine how the superseded data were derived.
 NP0061
 NP0061_MARKER: DB = BENCH MARK DISK
 NP0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0061_STAMPING: P 75 1934
 NP0061_MARK LOGO: CGS
 NP0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0061+STABILITY: SURFACE MOTION
 NP0061
 NP0061  HISTORY     - Date     Condition        Report By
 NP0061  HISTORY     - 1934     MONUMENTED       CGS
 NP0061
 NP0061                          STATION DESCRIPTION
 NP0061
 NP0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0061'14.6 MI S FROM GORDON.
 NP0061'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0061'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0061'3.1 MILES SOUTH ALONG THE ELLSWORTH ROAD, NEAR THE CENTER OF SEC.
 NP0061'17, T. 30 N., R. 41 W., AND 110 FEET SOUTHWEST OF A POINT 30
 NP0061'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF TWO TRAILS.
 NP0061'A STANDARD DISK, STAMPED P 75 1934 AND SET IN THE TOP OF A
 NP0061'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0220 ***********************************************************************
 MN0220  DESIGNATION -  P 76
 MN0220  PID         -  MN0220
 MN0220  STATE/COUNTY-  NE/KIMBALL
 MN0220  COUNTRY     -  US
 MN0220  USGS QUAD   -  OWASCO (2017)
 MN0220
 MN0220                         *CURRENT SURVEY CONTROL
 MN0220  ______________________________________________________________________
 MN0220* NAD 83(1986) POSITION- 41 14 14.     (N) 103 30 16.     (W)   SCALED
 MN0220* NAVD 88 ORTHO HEIGHT -  1386.500 (meters)     4548.88  (feet) ADJUSTED
 MN0220  ______________________________________________________________________
 MN0220  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 MN0220  DYNAMIC HEIGHT  -       1385.483 (meters)     4545.54  (feet) COMP
 MN0220  MODELED GRAVITY -    979,842.3   (mgal)                       NAVD 88
 MN0220
 MN0220  VERT ORDER      -  SECOND    CLASS 0
 MN0220
 MN0220.The horizontal coordinates were scaled from a map and have
 MN0220.an estimated accuracy of +/- 6 seconds.
 MN0220
 MN0220.The orthometric height was determined by differential leveling and
 MN0220.adjusted by the NATIONAL GEODETIC SURVEY
 MN0220.in June 1991.
 MN0220
 MN0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0220.GEOID18 height accuracy estimate available here.
 MN0220
 MN0220.Click photographs - Photos may exist for this station.
 MN0220
 MN0220.The dynamic height is computed by dividing the NAVD 88
 MN0220.geopotential number by the normal gravity value computed on the
 MN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0220.degrees latitude (g = 980.6199 gals.).
 MN0220
 MN0220.The modeled gravity was interpolated from observed gravity values.
 MN0220
 MN0220;                    North         East    Units  Estimated Accuracy
 MN0220;SPC NE       -   161,820.      206,390.      MT  (+/- 180 meters Scaled)
 MN0220
 MN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF253661(NAD 83)
 MN0220
 MN0220                          SUPERSEDED SURVEY CONTROL
 MN0220
 MN0220  NGVD 29 (??/??/92) 1385.822  (m)         4546.65   (f) ADJ UNCH    2 0
 MN0220
 MN0220.Superseded values are not recommended for survey control.
 MN0220
 MN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0220.See file dsdata.pdf to determine how the superseded data were derived.
 MN0220
 MN0220_MARKER: DB = BENCH MARK DISK
 MN0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0220_SP_SET: BRIDGE
 MN0220_STAMPING: P 76 1934
 MN0220_MARK LOGO: CGS
 MN0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0220
 MN0220  HISTORY     - Date     Condition        Report By
 MN0220  HISTORY     - 1934     MONUMENTED       CGS
 MN0220
 MN0220                          STATION DESCRIPTION
 MN0220
 MN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0220'0.9 MI W FROM DIX.
 MN0220'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0220'AT DIX, KIMBALL COUNTY, AT BRIDGE 436.30 IN THE TOP OF THE
 MN0220'ABUTMENT, 8.1 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 MN0220'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 76 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0226 ***********************************************************************
 MM0226  DESIGNATION -  P 8
 MM0226  PID         -  MM0226
 MM0226  STATE/COUNTY-  NE/KEITH
 MM0226  COUNTRY     -  US
 MM0226  USGS QUAD   -  BRULE SE (2017)
 MM0226
 MM0226                         *CURRENT SURVEY CONTROL
 MM0226  ______________________________________________________________________
 MM0226* NAD 83(1986) POSITION- 41 05 43.73   (N) 101 51 51.40   (W)   HD_HELD1
 MM0226* NAVD 88 ORTHO HEIGHT -   999.592 (meters)     3279.49  (feet) ADJUSTED
 MM0226  ______________________________________________________________________
 MM0226  GEOID HEIGHT    -        -20.818 (meters)                     GEOID18
 MM0226  DYNAMIC HEIGHT  -        998.964 (meters)     3277.43  (feet) COMP
 MM0226  MODELED GRAVITY -    979,962.3   (mgal)                       NAVD 88
 MM0226
 MM0226  VERT ORDER      -  FIRST     CLASS II
 MM0226
 MM0226.The horizontal coordinates were determined by differentially corrected
 MM0226.hand held GPS observations or other comparable positioning techniques
 MM0226.and have an estimated accuracy of +/- 3 meters.
 MM0226
 MM0226.The orthometric height was determined by differential leveling and
 MM0226.adjusted by the NATIONAL GEODETIC SURVEY
 MM0226.in June 1991.
 MM0226
 MM0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0226.GEOID18 height accuracy estimate available here.
 MM0226
 MM0226.Click photographs - Photos may exist for this station.
 MM0226
 MM0226.The dynamic height is computed by dividing the NAVD 88
 MM0226.geopotential number by the normal gravity value computed on the
 MM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0226.degrees latitude (g = 980.6199 gals.).
 MM0226
 MM0226.The modeled gravity was interpolated from observed gravity values.
 MM0226
 MM0226;                    North         East    Units  Estimated Accuracy
 MM0226;SPC NE       -   141,819.2     343,436.8     MT  (+/- 3 meters HH1 GPS) 
 MM0226
 MM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5944453310(NAD 83)
 MM0226
 MM0226                          SUPERSEDED SURVEY CONTROL
 MM0226
 MM0226  NGVD 29 (02/14/92)  999.151  (m)         3278.05   (f) ADJUSTED    1 2
 MM0226  NGVD 29 (??/??/87)  999.168  (m)         3278.10   (f) SUPERSEDED  1 2
 MM0226
 MM0226.Superseded values are not recommended for survey control.
 MM0226
 MM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0226.See file dsdata.pdf to determine how the superseded data were derived.
 MM0226
 MM0226_MARKER: DB = BENCH MARK DISK
 MM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0226_STAMPING: P 8 1933 3278.104
 MM0226_MARK LOGO: CGS
 MM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0226+STABILITY: SURFACE MOTION
 MM0226
 MM0226  HISTORY     - Date     Condition        Report By
 MM0226  HISTORY     - 1933     MONUMENTED       CGS
 MM0226  HISTORY     - 1972     GOOD             NGS
 MM0226  HISTORY     - 1985     GOOD             DMA
 MM0226  HISTORY     - 1986     GOOD             NGS
 MM0226  HISTORY     - 19980710 GOOD             USPSQD
 MM0226
 MM0226                          STATION DESCRIPTION
 MM0226
 MM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0226'7.8 MI W FROM OGALLALA.
 MM0226'ABOUT 7.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0226'OGALLALA, KEITH COUNTY, ABOUT 17 POLES EAST OF MILEPOST 343, AT
 MM0226'A PRIVATE-ROAD CROSSING, 61 FEET WEST OF THE CENTER LINE OF THE
 MM0226'ROAD, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MM0226'80 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 22.5 FEET
 MM0226'WEST OF A RIGHT-OF-WAY FENCE CORNER, IN LINE WITH A ROW OF POLES,
 MM0226'AND 11 FEET EAST OF A 2-POLE LINE SUPPORT.  A STANDARD DISK,
 MM0226'STAMPED 3278.104 P 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0226'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0226
 MM0226                          STATION RECOVERY (1972)
 MM0226
 MM0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0226'RECOVERED IN GOOD CONDITION.
 MM0226
 MM0226                          STATION RECOVERY (1985)
 MM0226
 MM0226'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0226'RECOVERED IN GOOD CONDITION.
 MM0226
 MM0226                          STATION RECOVERY (1986)
 MM0226
 MM0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0226'RECOVERD IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3 MI)
 MM0226'EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE ROUTE 51 A IN
 MM0226'BRULE, 0.3 METER (1 FT) SOUTH OF A WITNESS POST.
 MM0226
 MM0226                          STATION RECOVERY (1998)
 MM0226
 MM0226'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0407 ***********************************************************************
 LG0407  DESIGNATION -  P 80
 LG0407  PID         -  LG0407
 LG0407  STATE/COUNTY-  NE/LANCASTER
 LG0407  COUNTRY     -  US
 LG0407  USGS QUAD   -  EMERALD (2017)
 LG0407
 LG0407                         *CURRENT SURVEY CONTROL
 LG0407  ______________________________________________________________________
 LG0407* NAD 83(1986) POSITION- 40 48 03.     (N) 096 52 22.     (W)   SCALED
 LG0407* NAVD 88 ORTHO HEIGHT -   385.896 (meters)     1266.06  (feet) ADJUSTED
 LG0407  ______________________________________________________________________
 LG0407  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 LG0407  DYNAMIC HEIGHT  -        385.711 (meters)     1265.45  (feet) COMP
 LG0407  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 LG0407
 LG0407  VERT ORDER      -  SECOND    CLASS 0
 LG0407
 LG0407.The horizontal coordinates were scaled from a map and have
 LG0407.an estimated accuracy of +/- 6 seconds.
 LG0407
 LG0407.The orthometric height was determined by differential leveling and
 LG0407.adjusted by the NATIONAL GEODETIC SURVEY
 LG0407.in June 1991.
 LG0407
 LG0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0407.GEOID18 height accuracy estimate available here.
 LG0407
 LG0407.Click photographs - Photos may exist for this station.
 LG0407
 LG0407.The dynamic height is computed by dividing the NAVD 88
 LG0407.geopotential number by the normal gravity value computed on the
 LG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0407.degrees latitude (g = 980.6199 gals.).
 LG0407
 LG0407.The modeled gravity was interpolated from observed gravity values.
 LG0407
 LG0407;                    North         East    Units  Estimated Accuracy
 LG0407;SPC NE       -   112,190.      763,770.      MT  (+/- 180 meters Scaled)
 LG0407
 LG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL794188(NAD 83)
 LG0407
 LG0407                          SUPERSEDED SURVEY CONTROL
 LG0407
 LG0407  NGVD 29 (??/??/92)  385.765  (m)         1265.63   (f) ADJ UNCH    2 0
 LG0407
 LG0407.Superseded values are not recommended for survey control.
 LG0407
 LG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0407.See file dsdata.pdf to determine how the superseded data were derived.
 LG0407
 LG0407_MARKER: DB = BENCH MARK DISK
 LG0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0407_SP_SET: BRIDGE ABUTMENT
 LG0407_STAMPING: P 80 1935
 LG0407_MARK LOGO: CGS
 LG0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0407
 LG0407  HISTORY     - Date     Condition        Report By
 LG0407  HISTORY     - 1935     MONUMENTED       CGS
 LG0407  HISTORY     - 1939     GOOD             CGS
 LG0407  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0407  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 LG0407
 LG0407                          STATION DESCRIPTION
 LG0407
 LG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0407'2 MI W FROM EMERALD.
 LG0407'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0407'FROM THE STATION AT EMERALD, LANCASTER COUNTY, 1.7 MILES EAST
 LG0407'OF THE LANCASTER-SEWARD COUNTY LINE, 7-1/2 RAILS WEST OF MILEPOST
 LG0407'10, AT A BRIDGE OVER A COUNTY ROAD, IN THE TOP OF THE NORTHWEST
 LG0407'CORNER OF THE CONCRETE ABUTMENT, 17.4 FEET NORTH OF THE NORTH
 LG0407'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LG0407'STAMPED P 80 1935.
 LG0407
 LG0407                          STATION RECOVERY (1990)
 LG0407
 LG0407'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0407'MARK NOT FOUND.
 LG0407
 LG0407                          STATION RECOVERY (2006)
 LG0407
 LG0407'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 LG0407'NORTH ABUTMENT HAS BEEN RAISED, MARK COVERED BY POURED CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1268 ***********************************************************************
 MK1268  DESIGNATION -  P 81
 MK1268  PID         -  MK1268
 MK1268  STATE/COUNTY-  NE/BUTLER
 MK1268  COUNTRY     -  US
 MK1268  USGS QUAD   -  BRAINARD (2017)
 MK1268
 MK1268                         *CURRENT SURVEY CONTROL
 MK1268  ______________________________________________________________________
 MK1268* NAD 83(1986) POSITION- 41 12 06.     (N) 097 00 08.     (W)   SCALED
 MK1268* NAVD 88 ORTHO HEIGHT -   511.246 (meters)     1677.31  (feet) ADJUSTED
 MK1268  ______________________________________________________________________
 MK1268  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 MK1268  DYNAMIC HEIGHT  -        510.993 (meters)     1676.48  (feet) COMP
 MK1268  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 MK1268
 MK1268  VERT ORDER      -  SECOND    CLASS 0
 MK1268
 MK1268.The horizontal coordinates were scaled from a map and have
 MK1268.an estimated accuracy of +/- 6 seconds.
 MK1268
 MK1268.The orthometric height was determined by differential leveling and
 MK1268.adjusted by the NATIONAL GEODETIC SURVEY
 MK1268.in June 1991.
 MK1268
 MK1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1268.GEOID18 height accuracy estimate available here.
 MK1268
 MK1268.Click photographs - Photos may exist for this station.
 MK1268
 MK1268.The dynamic height is computed by dividing the NAVD 88
 MK1268.geopotential number by the normal gravity value computed on the
 MK1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1268.degrees latitude (g = 980.6199 gals.).
 MK1268
 MK1268.The modeled gravity was interpolated from observed gravity values.
 MK1268
 MK1268;                    North         East    Units  Estimated Accuracy
 MK1268;SPC NE       -   156,280.      751,320.      MT  (+/- 180 meters Scaled)
 MK1268
 MK1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL675630(NAD 83)
 MK1268
 MK1268                          SUPERSEDED SURVEY CONTROL
 MK1268
 MK1268  NGVD 29 (??/??/92)  511.062  (m)         1676.71   (f) ADJ UNCH    2 0
 MK1268
 MK1268.Superseded values are not recommended for survey control.
 MK1268
 MK1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1268.See file dsdata.pdf to determine how the superseded data were derived.
 MK1268
 MK1268_MARKER: DB = BENCH MARK DISK
 MK1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1268_STAMPING: P 81 1935
 MK1268_MARK LOGO: CGS
 MK1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1268+STABILITY: SURFACE MOTION
 MK1268
 MK1268  HISTORY     - Date     Condition        Report By
 MK1268  HISTORY     - 1935     MONUMENTED       CGS
 MK1268  HISTORY     - 1961     MARK NOT FOUND   CGS
 MK1268  HISTORY     - 1964     MARK NOT FOUND   USGS
 MK1268
 MK1268                          STATION DESCRIPTION
 MK1268
 MK1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1268'1.2 MI N FROM BRAINARD.
 MK1268'1.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK1268'THE STATION AT BRAINARD, BUTLER COUNTY, 0.2 MILE SOUTH OF THE
 MK1268'CROSSING OF THE UNION PACIFIC RAILROAD, 425 FEET SOUTH OF A
 MK1268'ROAD CROSSING, 38.3 FEET EAST OF A FENCE, AND 15.6 FEET WEST OF
 MK1268'THE WEST RAIL.  A STANDARD DISK, STAMPED P 81 1935 AND SET IN
 MK1268'THE TOP OF A CONCRETE POST.
 MK1268
 MK1268                          STATION RECOVERY (1964)
 MK1268
 MK1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0927 ***********************************************************************
 MK0927  DESIGNATION -  P 82
 MK0927  PID         -  MK0927
 MK0927  STATE/COUNTY-  NE/SAUNDERS
 MK0927  COUNTRY     -  US
 MK0927  USGS QUAD   -  CERESCO (2017)
 MK0927
 MK0927                         *CURRENT SURVEY CONTROL
 MK0927  ______________________________________________________________________
 MK0927* NAD 83(1986) POSITION- 41 04 33.     (N) 096 38 25.     (W)   SCALED
 MK0927* NAVD 88 ORTHO HEIGHT -   377.173 (meters)     1237.44  (feet) ADJUSTED
 MK0927  ______________________________________________________________________
 MK0927  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 MK0927  DYNAMIC HEIGHT  -        376.999 (meters)     1236.87  (feet) COMP
 MK0927  MODELED GRAVITY -    980,152.6   (mgal)                       NAVD 88
 MK0927
 MK0927  VERT ORDER      -  SECOND    CLASS 0
 MK0927
 MK0927.The horizontal coordinates were scaled from a map and have
 MK0927.an estimated accuracy of +/- 6 seconds.
 MK0927
 MK0927.The orthometric height was determined by differential leveling and
 MK0927.adjusted by the NATIONAL GEODETIC SURVEY
 MK0927.in June 1991.
 MK0927
 MK0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0927.GEOID18 height accuracy estimate available here.
 MK0927
 MK0927.Click photographs - Photos may exist for this station.
 MK0927
 MK0927.The dynamic height is computed by dividing the NAVD 88
 MK0927.geopotential number by the normal gravity value computed on the
 MK0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0927.degrees latitude (g = 980.6199 gals.).
 MK0927
 MK0927.The modeled gravity was interpolated from observed gravity values.
 MK0927
 MK0927;                    North         East    Units  Estimated Accuracy
 MK0927;SPC NE       -   143,430.      782,190.      MT  (+/- 180 meters Scaled)
 MK0927
 MK0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982498(NAD 83)
 MK0927
 MK0927                          SUPERSEDED SURVEY CONTROL
 MK0927
 MK0927  NGVD 29 (??/??/92)  377.041  (m)         1237.01   (f) ADJ UNCH    2 0
 MK0927
 MK0927.Superseded values are not recommended for survey control.
 MK0927
 MK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0927.See file dsdata.pdf to determine how the superseded data were derived.
 MK0927
 MK0927_MARKER: DB = BENCH MARK DISK
 MK0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0927_STAMPING: P 82 1935
 MK0927_MARK LOGO: CGS
 MK0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0927+STABILITY: SURFACE MOTION
 MK0927
 MK0927  HISTORY     - Date     Condition        Report By
 MK0927  HISTORY     - 1935     MONUMENTED       CGS
 MK0927  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0927
 MK0927                          STATION DESCRIPTION
 MK0927
 MK0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0927'1.3 MI N FROM CERESCO.
 MK0927'1.3 MILES NORTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0927'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 450 FEET
 MK0927'NORTH OF BRIDGE, 46.7 FEET EAST OF EAST RAIL, 39.7 FEET WEST
 MK0927'OF CENTER LINE OF U.S. HIGHWAY 77.
 MK0927
 MK0927                          STATION RECOVERY (1968)
 MK0927
 MK0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0927'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0019 ***********************************************************************
 ML0019  DESIGNATION -  P 83
 ML0019  PID         -  ML0019
 ML0019  STATE/COUNTY-  NE/ANTELOPE
 ML0019  COUNTRY     -  US
 ML0019  USGS QUAD   -  ELGIN (2017)
 ML0019
 ML0019                         *CURRENT SURVEY CONTROL
 ML0019  ______________________________________________________________________
 ML0019* NAD 83(1986) POSITION- 41 58 27.     (N) 098 05 05.     (W)   SCALED
 ML0019* NAVD 88 ORTHO HEIGHT -   593.006 (meters)     1945.55  (feet) ADJUSTED
 ML0019  ______________________________________________________________________
 ML0019  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 ML0019  DYNAMIC HEIGHT  -        592.754 (meters)     1944.73  (feet) COMP
 ML0019  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 ML0019
 ML0019  VERT ORDER      -  SECOND    CLASS 0
 ML0019
 ML0019.The horizontal coordinates were scaled from a map and have
 ML0019.an estimated accuracy of +/- 6 seconds.
 ML0019
 ML0019.The orthometric height was determined by differential leveling and
 ML0019.adjusted by the NATIONAL GEODETIC SURVEY
 ML0019.in June 1991.
 ML0019
 ML0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0019.GEOID18 height accuracy estimate available here.
 ML0019
 ML0019.Click photographs - Photos may exist for this station.
 ML0019
 ML0019.The dynamic height is computed by dividing the NAVD 88
 ML0019.geopotential number by the normal gravity value computed on the
 ML0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0019.degrees latitude (g = 980.6199 gals.).
 ML0019
 ML0019.The modeled gravity was interpolated from observed gravity values.
 ML0019
 ML0019;                    North         East    Units  Estimated Accuracy
 ML0019;SPC NE       -   239,450.      658,690.      MT  (+/- 180 meters Scaled)
 ML0019
 ML0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM758473(NAD 83)
 ML0019
 ML0019                          SUPERSEDED SURVEY CONTROL
 ML0019
 ML0019  NGVD 29 (??/??/92)  592.764  (m)         1944.76   (f) ADJ UNCH    2 0
 ML0019
 ML0019.Superseded values are not recommended for survey control.
 ML0019
 ML0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0019.See file dsdata.pdf to determine how the superseded data were derived.
 ML0019
 ML0019_MARKER: DB = BENCH MARK DISK
 ML0019_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0019_STAMPING: P 83 1935
 ML0019_MARK LOGO: CGS
 ML0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0019
 ML0019  HISTORY     - Date     Condition        Report By
 ML0019  HISTORY     - 1935     MONUMENTED       CGS
 ML0019  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 ML0019
 ML0019                          STATION DESCRIPTION
 ML0019
 ML0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0019'0.7 MI S FROM ELGIN.
 ML0019'0.7 MILES SOUTH OF ELGIN.  ALONG THE CHICAGO AND NORTH WESTERN
 ML0019'RAILROAD BETWEEN ELGIN AND ALBION, 456 FEET NORTH OF RAILROAD
 ML0019'CROSSING, 443 FEET NORTH OF CULVERT NO. D23.1 1/2, 52.7 FEET
 ML0019'EAST OF THE EAST RAIL, 2.8 FEET WEST OF FENCE.  NOTE-- CULVERT
 ML0019'NUMBER MIGHT ACTUALLY READ D 231 1/2.
 ML0019
 ML0019                          STATION RECOVERY (1968)
 ML0019
 ML0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 ML0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1632 ***********************************************************************
 MK1632  DESIGNATION -  P 84
 MK1632  PID         -  MK1632
 MK1632  STATE/COUNTY-  NE/MADISON
 MK1632  COUNTRY     -  US
 MK1632  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1632
 MK1632                         *CURRENT SURVEY CONTROL
 MK1632  ______________________________________________________________________
 MK1632* NAD 83(1986) POSITION- 41 44 39.     (N) 097 46 37.     (W)   SCALED
 MK1632* NAVD 88 ORTHO HEIGHT -   530.723 (meters)     1741.21  (feet) ADJUSTED
 MK1632  ______________________________________________________________________
 MK1632  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 MK1632  DYNAMIC HEIGHT  -        530.506 (meters)     1740.50  (feet) COMP
 MK1632  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 MK1632
 MK1632  VERT ORDER      -  SECOND    CLASS 0
 MK1632
 MK1632.The horizontal coordinates were scaled from a map and have
 MK1632.an estimated accuracy of +/- 6 seconds.
 MK1632
 MK1632.The orthometric height was determined by differential leveling and
 MK1632.adjusted by the NATIONAL GEODETIC SURVEY
 MK1632.in June 1991.
 MK1632
 MK1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1632.GEOID18 height accuracy estimate available here.
 MK1632
 MK1632.Click photographs - Photos may exist for this station.
 MK1632
 MK1632.The dynamic height is computed by dividing the NAVD 88
 MK1632.geopotential number by the normal gravity value computed on the
 MK1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1632.degrees latitude (g = 980.6199 gals.).
 MK1632
 MK1632.The modeled gravity was interpolated from observed gravity values.
 MK1632
 MK1632;                    North         East    Units  Estimated Accuracy
 MK1632;SPC NE       -   214,530.      684,840.      MT  (+/- 180 meters Scaled)
 MK1632
 MK1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM016220(NAD 83)
 MK1632
 MK1632                          SUPERSEDED SURVEY CONTROL
 MK1632
 MK1632  NGVD 29 (??/??/92)  530.527  (m)         1740.57   (f) ADJ UNCH    2 0
 MK1632
 MK1632.Superseded values are not recommended for survey control.
 MK1632
 MK1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1632.See file dsdata.pdf to determine how the superseded data were derived.
 MK1632
 MK1632_MARKER: DB = BENCH MARK DISK
 MK1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1632_STAMPING: P 84 1935
 MK1632_MARK LOGO: CGS
 MK1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1632+STABILITY: SURFACE MOTION
 MK1632
 MK1632  HISTORY     - Date     Condition        Report By
 MK1632  HISTORY     - 1935     MONUMENTED       CGS
 MK1632  HISTORY     - 1950     GOOD             CGS
 MK1632  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1632
 MK1632                          STATION DESCRIPTION
 MK1632
 MK1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1632'AT NEWMAN GROVE.
 MK1632'AT NEWMAN GROVE, AT THE CHICAGO AND NORTH WESTERN RAILROAD STATION,
 MK1632'97 FEET NORTHEAST OF THE NORTHWEST CORNER OF A ROW OF STORAGE
 MK1632'BINS, 27.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 66.5
 MK1632'FEET SOUTH OF THE SOUTH CURB OF A PAVED STREET, 1.8 FEET WEST
 MK1632'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1632'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1632
 MK1632                          STATION RECOVERY (1965)
 MK1632
 MK1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0067 ***********************************************************************
 ML0067  DESIGNATION -  P 85
 ML0067  PID         -  ML0067
 ML0067  STATE/COUNTY-  NE/BOONE
 ML0067  COUNTRY     -  US
 ML0067  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML0067
 ML0067                         *CURRENT SURVEY CONTROL
 ML0067  ______________________________________________________________________
 ML0067* NAD 83(1986) POSITION- 41 34 05.     (N) 098 00 29.     (W)   SCALED
 ML0067* NAVD 88 ORTHO HEIGHT -   549.479 (meters)     1802.75  (feet) ADJUSTED
 ML0067  ______________________________________________________________________
 ML0067  GEOID HEIGHT    -        -24.607 (meters)                     GEOID18
 ML0067  DYNAMIC HEIGHT  -        549.228 (meters)     1801.93  (feet) COMP
 ML0067  MODELED GRAVITY -    980,148.3   (mgal)                       NAVD 88
 ML0067
 ML0067  VERT ORDER      -  SECOND    CLASS 0
 ML0067
 ML0067.The horizontal coordinates were scaled from a map and have
 ML0067.an estimated accuracy of +/- 6 seconds.
 ML0067
 ML0067.The orthometric height was determined by differential leveling and
 ML0067.adjusted by the NATIONAL GEODETIC SURVEY
 ML0067.in June 1991.
 ML0067
 ML0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0067.GEOID18 height accuracy estimate available here.
 ML0067
 ML0067.Click photographs - Photos may exist for this station.
 ML0067
 ML0067.The dynamic height is computed by dividing the NAVD 88
 ML0067.geopotential number by the normal gravity value computed on the
 ML0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0067.degrees latitude (g = 980.6199 gals.).
 ML0067
 ML0067.The modeled gravity was interpolated from observed gravity values.
 ML0067
 ML0067;                    North         East    Units  Estimated Accuracy
 ML0067;SPC NE       -   194,510.      666,070.      MT  (+/- 180 meters Scaled)
 ML0067
 ML0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM827022(NAD 83)
 ML0067
 ML0067                          SUPERSEDED SURVEY CONTROL
 ML0067
 ML0067  NGVD 29 (??/??/92)  549.256  (m)         1802.02   (f) ADJ UNCH    2 0
 ML0067
 ML0067.Superseded values are not recommended for survey control.
 ML0067
 ML0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0067.See file dsdata.pdf to determine how the superseded data were derived.
 ML0067
 ML0067_MARKER: DB = BENCH MARK DISK
 ML0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0067_STAMPING: P 85 1935
 ML0067_MARK LOGO: CGS
 ML0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0067+STABILITY: SURFACE MOTION
 ML0067
 ML0067  HISTORY     - Date     Condition        Report By
 ML0067  HISTORY     - 1935     MONUMENTED       CGS
 ML0067  HISTORY     - 1954     MARK NOT FOUND   CGS
 ML0067
 ML0067                          STATION DESCRIPTION
 ML0067
 ML0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0067'7.3 MI W FROM ST EDWARD.
 ML0067'7.3 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0067'ST. EDWARD, BOONE COUNTY, 0.2 MILE WEST OF THE INTERSECTION OF
 ML0067'STATE HIGHWAY 14, 180 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ML0067'WOODEN BRIDGE, 33.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0067'AND 2.8 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED P 85 1935
 ML0067'AND SET IN THE TOP OF A CONCRETE POST.
 ML0067
 ML0067                          STATION RECOVERY (1954)
 ML0067
 ML0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 ML0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1193 ***********************************************************************
 MK1193  DESIGNATION -  P 86
 MK1193  PID         -  MK1193
 MK1193  STATE/COUNTY-  NE/PLATTE
 MK1193  COUNTRY     -  US
 MK1193  USGS QUAD   -  HUMPHREY (2017)
 MK1193
 MK1193                         *CURRENT SURVEY CONTROL
 MK1193  ______________________________________________________________________
 MK1193* NAD 83(1986) POSITION- 41 43 20.     (N) 097 25 34.     (W)   SCALED
 MK1193* NAVD 88 ORTHO HEIGHT -   489.295 (meters)     1605.30  (feet) ADJUSTED
 MK1193  ______________________________________________________________________
 MK1193  GEOID HEIGHT    -        -24.807 (meters)                     GEOID18
 MK1193  DYNAMIC HEIGHT  -        489.090 (meters)     1604.62  (feet) COMP
 MK1193  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 MK1193
 MK1193  VERT ORDER      -  SECOND    CLASS 0
 MK1193
 MK1193.The horizontal coordinates were scaled from a map and have
 MK1193.an estimated accuracy of +/- 6 seconds.
 MK1193
 MK1193.The orthometric height was determined by differential leveling and
 MK1193.adjusted by the NATIONAL GEODETIC SURVEY
 MK1193.in June 1991.
 MK1193
 MK1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1193.GEOID18 height accuracy estimate available here.
 MK1193
 MK1193.Click photographs - Photos may exist for this station.
 MK1193
 MK1193.The dynamic height is computed by dividing the NAVD 88
 MK1193.geopotential number by the normal gravity value computed on the
 MK1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1193.degrees latitude (g = 980.6199 gals.).
 MK1193
 MK1193.The modeled gravity was interpolated from observed gravity values.
 MK1193
 MK1193;                    North         East    Units  Estimated Accuracy
 MK1193;SPC NE       -   212,900.      714,070.      MT  (+/- 180 meters Scaled)
 MK1193
 MK1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM309201(NAD 83)
 MK1193
 MK1193                          SUPERSEDED SURVEY CONTROL
 MK1193
 MK1193  NGVD 29 (??/??/92)  489.107  (m)         1604.68   (f) ADJ UNCH    2 0
 MK1193
 MK1193.Superseded values are not recommended for survey control.
 MK1193
 MK1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1193.See file dsdata.pdf to determine how the superseded data were derived.
 MK1193
 MK1193_MARKER: DB = BENCH MARK DISK
 MK1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1193_STAMPING: P 86 1935
 MK1193_MARK LOGO: CGS
 MK1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1193+STABILITY: SURFACE MOTION
 MK1193
 MK1193  HISTORY     - Date     Condition        Report By
 MK1193  HISTORY     - 1935     MONUMENTED       CGS
 MK1193  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1193
 MK1193                          STATION DESCRIPTION
 MK1193
 MK1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1193'3.8 MI W FROM CRESTON.
 MK1193'3.8 MILES WEST OF CRESTON, ALONG THE CHICAGO AND NORTH
 MK1193'WESTERN RAILROAD BETWEEN HUMPHREY AND HOOPER, ABOUT 600 FEET
 MK1193'NORTHEAST OF FARM HOUSE, 450 FEET WEST OF BRIDGE NO. D-111,
 MK1193'AT CROSSING1 1.8 FEET SOUTH OF FENCE.
 MK1193
 MK1193                          STATION RECOVERY (1965)
 MK1193
 MK1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1164 ***********************************************************************
 MK1164  DESIGNATION -  P 87
 MK1164  PID         -  MK1164
 MK1164  STATE/COUNTY-  NE/STANTON
 MK1164  COUNTRY     -  US
 MK1164  USGS QUAD   -  STANTON SE (2017)
 MK1164
 MK1164                         *CURRENT SURVEY CONTROL
 MK1164  ______________________________________________________________________
 MK1164* NAD 83(1986) POSITION- 41 47 23.     (N) 097 03 30.     (W)   SCALED
 MK1164* NAVD 88 ORTHO HEIGHT -   487.822 (meters)     1600.46  (feet) ADJUSTED
 MK1164  ______________________________________________________________________
 MK1164  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 MK1164  DYNAMIC HEIGHT  -        487.627 (meters)     1599.82  (feet) COMP
 MK1164  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 MK1164
 MK1164  VERT ORDER      -  SECOND    CLASS 0
 MK1164
 MK1164.The horizontal coordinates were scaled from a map and have
 MK1164.an estimated accuracy of +/- 6 seconds.
 MK1164
 MK1164.The orthometric height was determined by differential leveling and
 MK1164.adjusted by the NATIONAL GEODETIC SURVEY
 MK1164.in June 1991.
 MK1164
 MK1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1164.GEOID18 height accuracy estimate available here.
 MK1164
 MK1164.Click photographs - Photos may exist for this station.
 MK1164
 MK1164.The dynamic height is computed by dividing the NAVD 88
 MK1164.geopotential number by the normal gravity value computed on the
 MK1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1164.degrees latitude (g = 980.6199 gals.).
 MK1164
 MK1164.The modeled gravity was interpolated from observed gravity values.
 MK1164
 MK1164;                    North         East    Units  Estimated Accuracy
 MK1164;SPC NE       -   221,370.      744,390.      MT  (+/- 180 meters Scaled)
 MK1164
 MK1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM613282(NAD 83)
 MK1164
 MK1164                          SUPERSEDED SURVEY CONTROL
 MK1164
 MK1164  NGVD 29 (??/??/92)  487.640  (m)         1599.87   (f) ADJ UNCH    2 0
 MK1164
 MK1164.Superseded values are not recommended for survey control.
 MK1164
 MK1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1164.See file dsdata.pdf to determine how the superseded data were derived.
 MK1164
 MK1164_MARKER: DB = BENCH MARK DISK
 MK1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1164_STAMPING: P 87 1935
 MK1164_MARK LOGO: CGS
 MK1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1164+STABILITY: SURFACE MOTION
 MK1164
 MK1164  HISTORY     - Date     Condition        Report By
 MK1164  HISTORY     - 1935     MONUMENTED       CGS
 MK1164  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1164
 MK1164                          STATION DESCRIPTION
 MK1164
 MK1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1164'7 MI NE FROM CLARKSON.
 MK1164'7.0 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1164'NO. 15 BETWEEN SCHUYLER AND PILGER, 4.0 MILES NORTH OF JUNCTION
 MK1164'OF HIGHWAY 15 WITH HIGHWAY 91, 66.7 FEET SOUTHWEST OF INTERSECTION
 MK1164'OF HIGHWAY AND LANE, 61.7 FEET SOUTH OF THE CENTER LINE OF LANE,
 MK1164'30.7 FEET WEST OF THE CENTER LINE OF HIGHWAY, 3.4 FEET EAST OF
 MK1164'FENCE.
 MK1164
 MK1164                          STATION RECOVERY (1966)
 MK1164
 MK1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0088 ***********************************************************************
 MN0088  DESIGNATION -  P 9
 MN0088  PID         -  MN0088
 MN0088  STATE/COUNTY-  NE/CHEYENNE
 MN0088  COUNTRY     -  US
 MN0088  USGS QUAD   -  GURLEY (2017)
 MN0088
 MN0088                         *CURRENT SURVEY CONTROL
 MN0088  ______________________________________________________________________
 MN0088* NAD 83(1986) POSITION- 41 20 10.     (N) 102 58 25.     (W)   SCALED
 MN0088* NAVD 88 ORTHO HEIGHT -  1304.146 (meters)     4278.69  (feet) ADJUSTED
 MN0088  ______________________________________________________________________
 MN0088  GEOID HEIGHT    -        -19.778 (meters)                     GEOID18
 MN0088  DYNAMIC HEIGHT  -       1303.234 (meters)     4275.69  (feet) COMP
 MN0088  MODELED GRAVITY -    979,878.5   (mgal)                       NAVD 88
 MN0088
 MN0088  VERT ORDER      -  FIRST     CLASS II
 MN0088
 MN0088.The horizontal coordinates were scaled from a map and have
 MN0088.an estimated accuracy of +/- 6 seconds.
 MN0088
 MN0088.The orthometric height was determined by differential leveling and
 MN0088.adjusted by the NATIONAL GEODETIC SURVEY
 MN0088.in June 1991.
 MN0088
 MN0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0088.GEOID18 height accuracy estimate available here.
 MN0088
 MN0088.Click photographs - Photos may exist for this station.
 MN0088
 MN0088.The dynamic height is computed by dividing the NAVD 88
 MN0088.geopotential number by the normal gravity value computed on the
 MN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0088.degrees latitude (g = 980.6199 gals.).
 MN0088
 MN0088.The modeled gravity was interpolated from observed gravity values.
 MN0088
 MN0088;                    North         East    Units  Estimated Accuracy
 MN0088;SPC NE       -   171,130.      251,220.      MT  (+/- 180 meters Scaled)
 MN0088
 MN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695780(NAD 83)
 MN0088
 MN0088                          SUPERSEDED SURVEY CONTROL
 MN0088
 MN0088  NGVD 29 (??/??/92) 1303.496  (m)         4276.55   (f) ADJ UNCH    1 2
 MN0088
 MN0088.Superseded values are not recommended for survey control.
 MN0088
 MN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0088.See file dsdata.pdf to determine how the superseded data were derived.
 MN0088
 MN0088_MARKER: DB = BENCH MARK DISK
 MN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0088_STAMPING: P 9 1933 4276.553
 MN0088_MARK LOGO: CGS
 MN0088_PROJECTION: FLUSH
 MN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0088+STABILITY: SURFACE MOTION
 MN0088
 MN0088  HISTORY     - Date     Condition        Report By
 MN0088  HISTORY     - 1933     MONUMENTED       CGS
 MN0088  HISTORY     - 1934     GOOD             CGS
 MN0088  HISTORY     - 1985     GOOD             NGS
 MN0088
 MN0088                          STATION DESCRIPTION
 MN0088
 MN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0088'1.1 MI N FROM GURLEY.
 MN0088'1.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0088'FROM THE STATION AT GURLEY, CHEYENNE COUNTY, 13 POLES SOUTH OF
 MN0088'MILEPOST 61, 550 FEET SOUTH OF A ROAD CROSSING, 350 FEET SOUTH
 MN0088'OF THE METAL GURLEY SIGN, 80 FEET WEST OF THE CENTERLINE OF STATE
 MN0088'HIGHWAY 19, AND 27 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 MN0088'STAMPED 4276.553 P 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0088
 MN0088                          STATION RECOVERY (1985)
 MN0088
 MN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 MN0088'MI) NORTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0088'GURLEY, 24.4 METERS (80 FT) WEST OF THE HIGHWAY CENTERLINE AND 8.2
 MN0088'METERS (27 FT) EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN
 MN0088'RAILROAD.
 MN0088'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0088'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0695 ***********************************************************************
 NN0695  DESIGNATION -  PADDOCK
 NN0695  PID         -  NN0695
 NN0695  STATE/COUNTY-  NE/HOLT
 NN0695  COUNTRY     -  US
 NN0695  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0695
 NN0695                         *CURRENT SURVEY CONTROL
 NN0695  ______________________________________________________________________
 NN0695* NAD 83(1995) POSITION- 42 45 21.18112(N) 098 39 37.76299(W)   ADJUSTED
 NN0695* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 NN0695  ______________________________________________________________________
 NN0695  GEOID HEIGHT    -        -25.418 (meters)                     GEOID18
 NN0695  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 NN0695  HORZ ORDER      -  SECOND
 NN0695
 NN0695.The horizontal coordinates were established by classical geodetic methods
 NN0695.and adjusted by the National Geodetic Survey in August 1997.
 NN0695
 NN0695.The orthometric height was scaled from a topographic map.
 NN0695
 NN0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0695.GEOID18 height accuracy estimate available here.
 NN0695
 NN0695.Click photographs - Photos may exist for this station.
 NN0695
 NN0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0695
 NN0695. The following values were computed from the NAD 83(1995) position.
 NN0695
 NN0695;                    North         East     Units Scale Factor Converg.
 NN0695;SPC NE       -   325,353.057   609,640.713   MT  0.99989722   +0 53 15.7
 NN0695;SPC NE       - 1,067,429.15  2,000,129.57   sFT  0.99989722   +0 53 15.7
 NN0695;UTM  14      - 4,733,762.551   527,782.236   MT  0.99960950   +0 13 49.8
 NN0695
 NN0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0695!SPC NE       -   0.99991833  x   0.99989722  =   0.99981555
 NN0695!UTM  14      -   0.99991833  x   0.99960950  =   0.99952786
 NN0695
 NN0695:                Primary Azimuth Mark                     Grid Az
 NN0695:SPC NE       -  PADDOCK AZ MK                            155 50 15.5
 NN0695:UTM  14      -  PADDOCK AZ MK                            156 29 41.4
 NN0695
 NN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2778233762(NAD 83)
 NN0695
 NN0695|---------------------------------------------------------------------|
 NN0695| PID    Reference Object                     Distance      Geod. Az  |
 NN0695|                                                           dddmmss.s |
 NN0695| CO3419 PADDOCK RM 1                          9.563 METERS 07257     |
 NN0695| CO3418 PADDOCK AZ MK                                      1564331.2 |
 NN0695| CO3420 PADDOCK RM 2                         12.048 METERS 16805     |
 NN0695|---------------------------------------------------------------------|
 NN0695
 NN0695                          SUPERSEDED SURVEY CONTROL
 NN0695
 NN0695  NAD 83(1986)-  42 45 21.18860(N)    098 39 37.76916(W) AD(       ) 2
 NN0695  NAD 27      -  42 45 21.18100(N)    098 39 36.45800(W) AD(       ) 2
 NN0695
 NN0695.Superseded values are not recommended for survey control.
 NN0695
 NN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0695.See file dsdata.pdf to determine how the superseded data were derived.
 NN0695
 NN0695_MARKER: DS = TRIANGULATION STATION DISK
 NN0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0695
 NN0695  HISTORY     - Date     Condition        Report By
 NN0695  HISTORY     - 1949     MONUMENTED       CGS
 NN0695
 NN0695                          STATION DESCRIPTION
 NN0695
 NN0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0695'THE STATION IS LOCATED ABOUT 20.5 MILES NORTH OF O NEILL,
 NN0695'3.5 MILES SOUTHWEST OF PADDOCK AND 3.5 MILES SOUTH OF THE NIOBRARA
 NN0695'RIVER.  IT IS ON THE HIGHEST POINT OF HILL, 5 FEET NORTH OF WITNESS
 NN0695'POST.  IT IS STAMPED PADDOCK 1949 AND PROJECTS 3 INCHES.
 NN0695'
 NN0695'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 NN0695'TOP OF SAME HILL AS THE STATION.  IT IS STAMPED PADDOCK NO 1 1949
 NN0695'AND PROJECTS 2 INCHES.
 NN0695'
 NN0695'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, ON
 NN0695'THE TOP OF SAME HILL AS THE STATION.  IT IS STAMPED PADDOCK
 NN0695'NO 2 1949 AND PROJECTS 1 INCH.
 NN0695'
 NN0695'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 33 FEET
 NN0695'EAST OF THE CENTER OF U.S. HIGHWAY 281, 3 FEET SOUTH OF FENCE
 NN0695'CORNER AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED PADDOCK
 NN0695'1949 AND PROJECTS 3 INCHES.
 NN0695'
 NN0695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0695'281 AND 275 AT THE STOP LIGHT IN THE CENTER OF O NEILL, GO
 NN0695'WEST AND NORTH ON U.S. HIGHWAYS 281 AND 20 FOR 2.0 MILES TO
 NN0695'THE JUNCTION OF THE HIGHWAYS, CONTINUE NORTH ON U.S. HIGHWAY
 NN0695'281 FOR 18.1 MILES TO CONCRETE BRIDGE OVER FAGLE CREEK,
 NN0695'CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 1.3 MILES TO THE AZIMUTH
 NN0695'MARK IN FENCE CORNER ON THE RIGHT AS DESCRIBED, CONTINUE NORTH
 NN0695'ON U.S. HIGHWAY 281 FOR 0.2 MILE TO SECTION-LINE ROAD RIGHT
 NN0695'AND DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON DIM TRACK
 NN0695'ROAD FOR 0.1 MILE TO POINT SOUTH OF HIGHEST HILL IN THE
 NN0695'VICINITY, TURN RIGHT OFF TRACK ROAD AND GO NORTH FOR 0.05
 NN0695'MILE TO HIGHEST POINT AND STATION.
 NN0695'
 NN0695'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 4 FEET.
 NN0695'
 NN0695'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0695'
 NN0695'A 4 FOOT SIGNAL AT STATION BOYD IS VISIBLE AT 4 FEET.
 NN0695'
 NN0695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0655 ***********************************************************************
 NN0655  DESIGNATION -  PAGE MUNICIPAL TANK
 NN0655  PID         -  NN0655
 NN0655  STATE/COUNTY-  NE/HOLT
 NN0655  COUNTRY     -  US
 NN0655  USGS QUAD   -  PAGE (2017)
 NN0655
 NN0655                         *CURRENT SURVEY CONTROL
 NN0655  ______________________________________________________________________
 NN0655* NAD 83(1995) POSITION- 42 23 59.75628(N) 098 25 10.10709(W)   ADJUSTED
 NN0655  ______________________________________________________________________
 NN0655  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 NN0655  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 NN0655  HORZ ORDER      -  THIRD
 NN0655
 NN0655.The horizontal coordinates were established by classical geodetic methods
 NN0655.and adjusted by the National Geodetic Survey in August 1997.
 NN0655
 NN0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0655.GEOID18 height accuracy estimate available here.
 NN0655
 NN0655.Click photographs - Photos may exist for this station.
 NN0655
 NN0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0655
 NN0655. The following values were computed from the NAD 83(1995) position.
 NN0655
 NN0655;                    North         East     Units Scale Factor Converg.
 NN0655;SPC NE       -   286,158.614   630,088.801   MT  0.99978042   +1 02 50.7
 NN0655;SPC NE       -   938,838.72  2,067,216.34   sFT  0.99978042   +1 02 50.7
 NN0655;UTM  14      - 4,694,345.009   547,775.622   MT  0.99962808   +0 23 29.2
 NN0655
 NN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4777594345(NAD 83)
 NN0655
 NN0655                          SUPERSEDED SURVEY CONTROL
 NN0655
 NN0655  NAD 83(1986)-  42 23 59.76211(N)    098 25 10.11034(W) AD(       ) 3
 NN0655  NAD 27      -  42 23 59.75100(N)    098 25 08.82100(W) AD(       ) 3
 NN0655
 NN0655.Superseded values are not recommended for survey control.
 NN0655
 NN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0655.See file dsdata.pdf to determine how the superseded data were derived.
 NN0655
 NN0655_MARKER: 53 = ELEVATED TANK
 NN0655
 NN0655  HISTORY     - Date     Condition        Report By
 NN0655  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0655
 NN0655                          STATION DESCRIPTION
 NN0655
 NN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0655'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN
 NN0655'OF PAGE, 0.1 MILE WEST OF STATE HIGHWAY NO. 108, AND 0.1
 NN0655'MILE WEST-SOUTHWEST OF THE RAILROAD DEPOT.
 NN0655'
 NN0655'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 NN0655'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 NN0655'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT
 NN0655'120 FEET.
 NN0655'
 NN0655'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0646 ***********************************************************************
 NN0646  DESIGNATION -  PAGE NORTHEAST BASE
 NN0646  PID         -  NN0646
 NN0646  STATE/COUNTY-  NE/HOLT
 NN0646  COUNTRY     -  US
 NN0646  USGS QUAD   -  VENUS (2017)
 NN0646
 NN0646                         *CURRENT SURVEY CONTROL
 NN0646  ______________________________________________________________________
 NN0646* NAD 83(1995) POSITION- 42 28 53.47527(N) 098 22 13.99939(W)   ADJUSTED
 NN0646* NAVD 88 ORTHO HEIGHT -   580.1   (meters)     1903.    (feet) VERTCON
 NN0646  ______________________________________________________________________
 NN0646  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 NN0646  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 NN0646  HORZ ORDER      -  FIRST
 NN0646
 NN0646.The horizontal coordinates were established by classical geodetic methods
 NN0646.and adjusted by the National Geodetic Survey in August 1997.
 NN0646
 NN0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0646
 NN0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0646.GEOID18 height accuracy estimate available here.
 NN0646
 NN0646.Click photographs - Photos may exist for this station.
 NN0646
 NN0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0646
 NN0646. The following values were computed from the NAD 83(1995) position.
 NN0646
 NN0646;                    North         East     Units Scale Factor Converg.
 NN0646;SPC NE       -   295,292.877   633,943.945   MT  0.99980374   +1 04 47.4
 NN0646;SPC NE       -   968,806.71  2,079,864.43   sFT  0.99980374   +1 04 47.4
 NN0646;UTM  14      - 4,703,433.113   551,734.349   MT  0.99963293   +0 25 30.4
 NN0646
 NN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0646!SPC NE       -   0.99991295  x   0.99980374  =   0.99971671
 NN0646!UTM  14      -   0.99991295  x   0.99963293  =   0.99954592
 NN0646
 NN0646:                Primary Azimuth Mark                     Grid Az
 NN0646:SPC NE       -  PAGE SOUTHWEST BASE                      217 51 04.1
 NN0646:UTM  14      -  PAGE SOUTHWEST BASE                      218 30 21.1
 NN0646
 NN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5173403433(NAD 83)
 NN0646
 NN0646|---------------------------------------------------------------------|
 NN0646| PID    Reference Object                     Distance      Geod. Az  |
 NN0646|                                                           dddmmss.s |
 NN0646| NN0628 ORCHARD SCHOOLHOUSE BELFRY          APPROX.19.4 KM 1454740.8 |
 NN0646| NN0651 SCHOOLHSE BELFRY W OF ORCHARD       APPROX.17.7 KM 1562627.2 |
 NN0646| NN0174 PAGE SOUTHWEST BASE                 APPROX. 8.3 KM 2185551.5 |
 NN0646|---------------------------------------------------------------------|
 NN0646
 NN0646                          SUPERSEDED SURVEY CONTROL
 NN0646
 NN0646  NAD 83(1986)-  42 28 53.48113(N)    098 22 14.00334(W) AD(       ) 1
 NN0646  NAD 27      -  42 28 53.47300(N)    098 22 12.71900(W) AD(       ) 1
 NN0646  USSD        -  42 28 53.60100(N)    098 22 12.96000(W) AD(       ) 3
 NN0646  NGVD 29 (07/19/86)  579.9    (m)         1903.     (f) VERT ANG       
 NN0646
 NN0646.Superseded values are not recommended for survey control.
 NN0646
 NN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0646.See file dsdata.pdf to determine how the superseded data were derived.
 NN0646
 NN0646_MARKER: B = BOLT
 NN0646_SETTING: 0 = UNSPECIFIED SETTING
 NN0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0646+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 NN0646
 NN0646  HISTORY     - Date     Condition        Report By
 NN0646  HISTORY     - 1900     MONUMENTED       CGS
 NN0646  HISTORY     - 1906     GOOD             CGS
 NN0646  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0646  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0646  HISTORY     - 20070414 GOOD             INDIV
 NN0646
 NN0646                          STATION DESCRIPTION
 NN0646
 NN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0646'THIS STATION IS IN THE SE. 1/4 SEC. 16, T. 29 N., R. 9 W., ON
 NN0646'THE OPEN PRAIRIE, ON SCHOOL LAND NOW RENTED BY T.S. ROCHE,
 NN0646'OF PAGE.  THE LAND IS NEARLY FLAT, AND THE ONLY PROMINENT
 NN0646'OBJECT IN THE VICINITY TO WHICH IT CAN BE REFERRED IS THE NORTHERN
 NN0646'END OF A LARGE BLOW-OUT N 39 DEG  AND 600 METERS
 NN0646'DISTANT.  THE STATION MARKS ARE EXACT DUPLICATES OF THOSE AT
 NN0646'PAGE SOUTHWEST BASE.
 NN0646
 NN0646                          STATION RECOVERY (1906)
 NN0646
 NN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906 (ALB)
 NN0646'STATION RECOVERED.
 NN0646
 NN0646                          STATION RECOVERY (1935)
 NN0646
 NN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0646'STATION WAS NOT RECOVERED.  THE STATION MARK WAS PLACED IN
 NN0646'PRAIRIE LAND WHICH WAS BROKEN ABOUT 8 YEARS AGO AND HAS BEEN
 NN0646'UNDER CULTIVATION SINCE.  THE SOIL HAS DRIFTED CONSIDERABLY
 NN0646'DURING THE LAST TWO YEARS.  MR. R.D. STEVENS, WHO BROKE THE
 NN0646'PRAIRIE LAND, TRIED UNSUCCESSFULLY TO LOCATE THE MARK.  IN
 NN0646'1900 THERE WERE PROBABLY NO NEARBY OBJECTS FROM WHICH TO
 NN0646'DESCRIBE THE MARK, HENCE IT IS VERY HARD TO TELL JUST WHERE THE
 NN0646'STATION MIGHT HAVE BEEN.  THE LAND IS NOW LEASED BY A.E.
 NN0646'EBMINSTEIN OF MIDDLE BRANCH WHO HAS JUST MOVED ON TO IT,
 NN0646'AND SO IS NOT FAMILIAR WITH THE LOCATION OF THE STATION.
 NN0646'LATER IN THE SEASON, AFTER THE FIELD HAS BEEN LISTED TO
 NN0646'CORN, IT MAY BE POSSIBLE TO LOCATE THE MARK, AND AN
 NN0646'ATTEMPT WILL BE MADE TO TOUCH THIS POINT ON RETURNING TO
 NN0646'HEADQUARTERS AND MAKING A FURTHER SEARCH FOR THE MARK.
 NN0646
 NN0646                          STATION RECOVERY (1935)
 NN0646
 NN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0646'ON FLAT OPEN LAND OWNED BY SCHOOL AND RENTED NOW BY MR. A.E.
 NN0646'EBINSTEIN AND OCCUPIED BY HIM.  HE HAS ONLY LIVED ON LAND A SHORT
 NN0646'WHILE AND HAS NOT CULTIVATED FIELD, WHICH HAS BEEN A PASTURE
 NN0646'FOR MANY YEARS.  MR. R.D. STEVENS, WHO CULTIVATED THIS FIELD
 NN0646'SOME YEARES AGO, TRIED TO LOCATE SITE, BUT FAILED TO DO IT.
 NN0646'THE ONLY REFERENCE GIVEN IN ORIGINAL DESCRIPTION, WAS A BLOW OUT
 NN0646'600 METERS FROM STATION.  THIS WAS
 NN0646'IDENTIFIED, AND A SEARCH MADE AT DETERMINED POINT WITH PRODDING
 NN0646'RODS.  IT IS THOUGHT THAT IT IS DEEPLY COVERED WITH SAND
 NN0646'WHICH HAS BEEN BLOWN IN.  THERE IS NO DOUBT THAT IT WILL
 NN0646'BE RECOVERED, WHEN THE TENANT PLOWS THE FIELD, WHEN A POST
 NN0646'WILL BE SET BY IT.  TO REACH THIS POINT FROM PAGE, GO
 NN0646'NORTH AND NORTHWEST ON HIGHWAY 281-8 FOR 3.5 MILES TO
 NN0646'POINT 11.7 MILES EAST OF O NEILL, FROM THIS POINT, WHERE HIGHWAY
 NN0646'TURNS AT RIGHT ANGLES TO SOUTH, GO EAST ON DIRT COUNTY ROAD
 NN0646'FOR 3.5 MILES TO CROSS ROADS, TURN NORTH ON SECTION LINE
 NN0646'ROAD AND GO 2 MILES TO FARM HOUSE ON WEST SIDE F ROAD, JUST
 NN0646'BEYOND CREEK, AND AT TOP OF HILL.  STATION IS IN PASTURE
 NN0646'ABOUT 1/4 MILE WEST AND ON NORTH SIDE OF E AND WEST SECTION
 NN0646'LINE FARM ROAD.
 NN0646'
 NN0646'STATION NOT RECOVERED, BUT BELIEVED TO BE RECOVERABLE AND IN
 NN0646'GOOD CONDITION AT ORIGINAL LOCATION.
 NN0646'
 NN0646'ORIGINAL MARK, A COPPER BOLT WITH CROSS LINES, ON TOP OF STONE
 NN0646'24 INCHES SQUARE BY 14 INCHES DEEP SET IN CEMENT, WITH UNDERGROUND
 NN0646'MARK COPPER BOLT IN STONE.
 NN0646
 NN0646                          STATION RECOVERY (2007)
 NN0646
 NN0646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 NN0646'THE SURFACE MARK, A 24 INCH SQUARE SANDSTONE MONUMENT WITH A ONE-HALF
 NN0646'INCH DIAMETER COPPER PIN IN THE CENTER, WAS FOUND UNDISTURBED UNDER 3
 NN0646'INCHES OF SOD IN A PASTURE WITH NUMEROUS CEDAR TREES.   THE STONE MARK
 NN0646'IS SET INTO A MASS OF CONCRETE MEASURING 4 FEET SQUARE AND THE STONE
 NN0646'PROJECTS ABOVE THE CONCRETE 10 INCHES.  THE TOP SURFACE OF THE STONE
 NN0646'IS LETTERED U.S.C. AND G.S. 1900.
 NN0646'
 NN0646'FOUR REFERENCE TIES CONSISTING OF FIVE-EIGHTHS INCH REBARS WERE SET
 NN0646'ALONG THE EAST-WEST BARBED WIRE FENCE THAT IS ALONG THE NORTH SIDE OF
 NN0646'A SHELTERBELT OF TREES SOUTH OF THE STATION.
 NN0646'
 NN0646'THE FIRST IS LOCATED SOUTH-SOUTHEAST OF THE STATION A DISTANCE OF
 NN0646'221.22 FEET AND IS 0.5 FEET NORTH OF THE FENCE.  THE SECOND IS LOCATED
 NN0646'SOUTH OF THE STATION A DISTANCE OF 196.80 FEET AND IS LOCATED 0.5 FEET
 NN0646'NORTH OF THE FENCE.
 NN0646'
 NN0646'THE THIRD IS LOCATED SOUTHWEST OF THE STATION A DISTANCE OF 281.03
 NN0646'FEET AND IS 5.0 FEET NORTH OF THE FENCE.  THE FOURTH IS LOCATED
 NN0646'SOUTHWEST OF THE STATION A DISTANCE OF 365.27 FEET AND IS 5.6 FEET
 NN0646'NORTH OF THE FENCE.
 NN0646'
 NN0646'ANGLE MEASUREMENTS TO THE REFERENCE TIES FROM THE STATION WHILE HAVING
 NN0646'0 DEGREES 00 MINUTES 00 SECONDS ON THE FIRST REFERENCE TIE ARE 28
 NN0646'DEGREES 47 MINUTES 47 SECONDS, 74 DEGREES 00 MINUTES 18 SECONDS, AND
 NN0646'85 DEGREES 33 MINUTES 23 SECONDS.
 NN0646'
 NN0646'A CARSONITE MARKER POST WAS PLACED IN THE EAST-WEST FENCE 197 FEET
 NN0646'SOUTH OF THE STATION.
 NN0646'
 NN0646'TO REACH THE STATION FROM THE POST OFFICE IN PAGE GO NORTH ON ASPHALT
 NN0646'PAVED ROAD 2.5 MILES TO JUNCTION T-ROAD INTERSECTION WITH GRAVEL ROAD
 NN0646'EAST-WEST.   GO EAST ON GRAVEL ROAD 2.7 MILES TO T-ROAD INTERSECTION
 NN0646'WITH GRAVEL ROAD NORTH, GO NORTH 3.0 MILES TO T-ROAD INTERSECTION OF
 NN0646'ABANDONED SAND TRAIL WEST.  FROM INTERSECTION GO NORTHWEST
 NN0646'APPROXIMATELY 80 YARDS TO GATE THEN WEST 0.35 MILE TO STATION IN
 NN0646'PASTURE.
 NN0646'
 NN0646'THE RECOVERY OF THIS MONUMENT WAS A PROJECT OF NEBRASKA SURVEYORS LYLE
 NN0646'DAVIS, ERIK HUBL, SETH KAUFFMAN, JERRY PENRY, STEVE RASMUSSEN, AND
 NN0646'GENE THOMSEN.
 NN0646'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0656 ***********************************************************************
 NN0656  DESIGNATION -  PAGE SCHOOLHOUSE BELFRY
 NN0656  PID         -  NN0656
 NN0656  STATE/COUNTY-  NE/HOLT
 NN0656  COUNTRY     -  US
 NN0656  USGS QUAD   -  PAGE (2017)
 NN0656
 NN0656                         *CURRENT SURVEY CONTROL
 NN0656  ______________________________________________________________________
 NN0656* NAD 83(1995) POSITION- 42 23 51.48780(N) 098 25 07.75475(W)   ADJUSTED
 NN0656  ______________________________________________________________________
 NN0656  GEOID HEIGHT    -        -24.704 (meters)                     GEOID18
 NN0656  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 NN0656  HORZ ORDER      -  THIRD
 NN0656
 NN0656.The horizontal coordinates were established by classical geodetic methods
 NN0656.and adjusted by the National Geodetic Survey in August 1997.
 NN0656
 NN0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0656.GEOID18 height accuracy estimate available here.
 NN0656
 NN0656.Click photographs - Photos may exist for this station.
 NN0656
 NN0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0656
 NN0656. The following values were computed from the NAD 83(1995) position.
 NN0656
 NN0656;                    North         East     Units Scale Factor Converg.
 NN0656;SPC NE       -   285,904.566   630,147.242   MT  0.99977980   +1 02 52.2
 NN0656;SPC NE       -   938,005.23  2,067,408.08   sFT  0.99977980   +1 02 52.2
 NN0656;UTM  14      - 4,694,090.347   547,831.142   MT  0.99962815   +0 23 30.8
 NN0656
 NN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4783194090(NAD 83)
 NN0656
 NN0656                          SUPERSEDED SURVEY CONTROL
 NN0656
 NN0656  NAD 83(1986)-  42 23 51.49430(N)    098 25 07.75850(W) AD(       ) 3
 NN0656  NAD 27      -  42 23 51.48100(N)    098 25 06.47000(W) AD(       ) 3
 NN0656  USSD        -  42 23 51.60700(N)    098 25 06.69800(W) AD(       ) 3
 NN0656
 NN0656.Superseded values are not recommended for survey control.
 NN0656
 NN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0656.See file dsdata.pdf to determine how the superseded data were derived.
 NN0656
 NN0656_MARKER: 75 = BELFRY
 NN0656
 NN0656  HISTORY     - Date     Condition        Report By
 NN0656  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0656  HISTORY     - 1935     GOOD             CGS
 NN0656
 NN0656                          STATION DESCRIPTION
 NN0656
 NN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0656'THE SCHOOL BUILDING WHICH WAS STANDING IN 1900 WAS TORN DOWN
 NN0656'ABOUT 1915.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0174 ***********************************************************************
 NN0174  DESIGNATION -  PAGE SOUTHWEST BASE
 NN0174  PID         -  NN0174
 NN0174  STATE/COUNTY-  NE/HOLT
 NN0174  COUNTRY     -  US
 NN0174  USGS QUAD   -  PAGE (2017)
 NN0174
 NN0174                         *CURRENT SURVEY CONTROL
 NN0174  ______________________________________________________________________
 NN0174* NAD 83(1995) POSITION- 42 25 25.39941(N) 098 26 00.79833(W)   ADJUSTED
 NN0174* NAVD 88 ORTHO HEIGHT -   626.231 (meters)     2054.56  (feet) ADJUSTED
 NN0174  ______________________________________________________________________
 NN0174  GEOID HEIGHT    -        -24.725 (meters)                     GEOID18
 NN0174  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 NN0174  DYNAMIC HEIGHT  -        625.987 (meters)     2053.76  (feet) COMP
 NN0174  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 NN0174
 NN0174  HORZ ORDER      -  FIRST
 NN0174  VERT ORDER      -  FIRST     CLASS II
 NN0174
 NN0174.The horizontal coordinates were established by classical geodetic methods
 NN0174.and adjusted by the National Geodetic Survey in August 1997.
 NN0174
 NN0174.The orthometric height was determined by differential leveling and
 NN0174.adjusted by the NATIONAL GEODETIC SURVEY
 NN0174.in June 1991.
 NN0174
 NN0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0174.GEOID18 height accuracy estimate available here.
 NN0174
 NN0174.Click photographs - Photos may exist for this station.
 NN0174
 NN0174.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0174
 NN0174.The dynamic height is computed by dividing the NAVD 88
 NN0174.geopotential number by the normal gravity value computed on the
 NN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0174.degrees latitude (g = 980.6199 gals.).
 NN0174
 NN0174.The modeled gravity was interpolated from observed gravity values.
 NN0174
 NN0174. The following values were computed from the NAD 83(1995) position.
 NN0174
 NN0174;                    North         East     Units Scale Factor Converg.
 NN0174;SPC NE       -   288,779.114   628,882.103   MT  0.99978701   +1 02 17.1
 NN0174;SPC NE       -   947,436.14  2,063,257.37   sFT  0.99978701   +1 02 17.1
 NN0174;UTM  14      - 4,696,978.740   546,599.186   MT  0.99962672   +0 22 55.7
 NN0174
 NN0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0174!SPC NE       -   0.99990567  x   0.99978701  =   0.99969270
 NN0174!UTM  14      -   0.99990567  x   0.99962672  =   0.99953243
 NN0174
 NN0174:                Primary Azimuth Mark                     Grid Az
 NN0174:SPC NE       -  PAGE SOUTHWEST BASE AZ MK                102 50 03.8
 NN0174:UTM  14      -  PAGE SOUTHWEST BASE AZ MK                103 29 25.2
 NN0174
 NN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4659996978(NAD 83)
 NN0174
 NN0174|---------------------------------------------------------------------|
 NN0174| PID    Reference Object                     Distance      Geod. Az  |
 NN0174|                                                           dddmmss.s |
 NN0174| CO3422 PAGE SOUTHWEST BASE RM 1             45.811 METERS 08712     |
 NN0174| CO3421 PAGE SOUTHWEST BASE AZ MK                          1035220.9 |
 NN0174| NN0655 PAGE MUNICIPAL TANK                 APPROX. 2.9 KM 1561845.6 |
 NN0174| CO3423 PAGE SOUTHWEST BASE RM 2             23.521 METERS 16117     |
 NN0174|---------------------------------------------------------------------|
 NN0174
 NN0174                          SUPERSEDED SURVEY CONTROL
 NN0174
 NN0174  NAD 83(1986)-  42 25 25.40519(N)    098 26 00.80246(W) AD(       ) 1
 NN0174  NAD 27      -  42 25 25.39500(N)    098 25 59.51200(W) AD(       ) 1
 NN0174  USSD        -  42 25 25.51800(N)    098 25 59.74500(W) AD(       ) 3
 NN0174  NGVD 29 (??/??/92)  626.026  (m)         2053.89   (f) ADJ UNCH    1 2
 NN0174  NGVD 29             626.03   (m)         2053.9    (f) LEVELING    3  
 NN0174
 NN0174.Superseded values are not recommended for survey control.
 NN0174
 NN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0174.See file dsdata.pdf to determine how the superseded data were derived.
 NN0174
 NN0174_MARKER: DB = BENCH MARK DISK
 NN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0174_STAMPING: PAGE SOUTHWEST BASE 1900 1906
 NN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0174+STABILITY: SURFACE MOTION
 NN0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0174+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 NN0174
 NN0174  HISTORY     - Date     Condition        Report By
 NN0174  HISTORY     - 1900     MONUMENTED       CGS
 NN0174  HISTORY     - 1906     GOOD             CGS
 NN0174  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0174  HISTORY     - 1935     GOOD             CGS
 NN0174  HISTORY     - 1946     GOOD             CGS
 NN0174  HISTORY     - 1949     GOOD             CGS
 NN0174  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0174  HISTORY     - 20070414 GOOD             INDIV
 NN0174
 NN0174                          STATION DESCRIPTION
 NN0174
 NN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0174'THIS STATION IS IN THE SW. 1/4 SEC. 1, T. 28 N., R. 10 W.,
 NN0174'ABOUT 2 MILES NORTH AND 0.7 MILE WEST OF THE TOWN OF PAGE,
 NN0174'AND ABOUT 2 MILES SOUTH AND 12 MILES EAST OF O NEILL, ON LAND
 NN0174'OWNED BY MR. WILLIAM LORD AND NEAR HIS DWELLING.  THE AZIMUTHS AND
 NN0174'DISTANCES TO CERTAIN POINTS ARE--TO THE NORTHWEST CORNER OF A
 NN0174'GRANARY, 288 DEG 23 MIN, 143 FEET.  TO THE WINDMILL, 305 DEG
 NN0174'08 MIN.  TO THE NORTHWEST CORNER OF MR. LORDS HOUSE, 188 FEET.
 NN0174'TO THE CENTER OF THE SECTION-LINE ROAD TO THE SOUTHWARD, 393
 NN0174'FEET.  TO PRECISE LEVEL BENCH MARK, M 2 320 DEG 07 MIN, 80.93
 NN0174'METERS.  THE BENCH MARK IS AN INDIANA BEDFORD STONE POST 4-1/2
 NN0174'FEET BY 6 BY 6 INCHES, THE TOP 6 INCHES DRESSED TO 6 BY 6
 NN0174'INCHES.  A SQUARE CUT 1-1/4 BY 1-1/4 BY 1-1/4 INCHES IS MADE
 NN0174'IN THE TOP AND LETTERED U.S.B.M.  THE SURFACE MARK OF THE
 NN0174'STATION IS A STONE 24 BY 24 BY 14 INCHES SET IN CEMENT AND
 NN0174'WITH A COPPER BOLT, MARKED WITH CROSS LINES, SET IN ITS
 NN0174'UPPER SURFACE TO MARK THE EXACT POINT.  THE UNDERGROUND
 NN0174'MARK IS A STONE 6 BY 6 BY 8 INCHES, SET IN CEMENT AND CARRYING A
 NN0174'COPPER BOLT WITH CROSS LINES TO MARK THE EXACT POINT.
 NN0174
 NN0174                          STATION RECOVERY (1906)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906 (ALB)
 NN0174'STATION RECOVERED.
 NN0174
 NN0174                          STATION RECOVERY (1935)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0174'STATION RECOVERED IN GOOD CONDITION.  THE COPPER BOLT MARKING
 NN0174'THE CENTER WAS FOUND TO HAVE BEEN REMOVED.  THIS WAS REPLACED
 NN0174'BY A STANDARD STATION TABLET SET IN DRILL HOLE IN CEMENT
 NN0174'BLOCK 24 INCHES SQUARE AND 14 INCHES DEEP IN CONCRETE.  THIS
 NN0174'TABLET WAS COUNTER SUNK SO ITS UPPER FACE IS FLUSH WITH TOP OF
 NN0174'CONCRETE.  THE PROPERTY ON WHICH THIS STATION IS LOCATED IS NOW
 NN0174'OWNED BY MR. PETER NISSEN AND STATION IS NOW LOCATED IN A PIG
 NN0174'LOT, WHICH WAS PART OF AN ORCHARD ABOUT 850 FEET EAST OF WEST
 NN0174'LINE OF SECTION, 360 FEET NORTH OF SOUTH LINE AND 393 FEET
 NN0174'NORTH OF CENTER LINE OF THE EAST AND WEST SECTION LINE
 NN0174'ROAD AND 171 FEET NORTH OF NORTH FACE OF MR. NISSENS HOUSE.
 NN0174'(DWELLING).
 NN0174'
 NN0174'THE FOLLOWING BEARINGS AND DISTANCES ARE HEREWITH NOTED, FROM
 NN0174'STATION.
 NN0174'
 NN0174'NORTHWEST CORNER OF GRANARY, DISTANCE 143 FEET, S 71 DEG 37 MIN E.
 NN0174'
 NN0174'WINDMILL S 54 DEG 52 MIN E.
 NN0174'
 NN0174'B.M.M.2 STONE POST 6 INCHES SQUARE, 4-1/2 FEET LONG, WITH
 NN0174'HOLE 1-1/4 INCHES SQUARE, AND 1-1/4 INCHES DEEP AND LETTERS
 NN0174'U.S.B.M. IN TOP.  DISTANCE 80.93 METERS (265.5 FEET) FROM STATION
 NN0174'S 39 DEG 53 MIN E.
 NN0174
 NN0174                          STATION RECOVERY (1935)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0174'STATION RECOVERED APRIL 27, 1935, AND FOUND IN GOOD CONDITION,
 NN0174'EXCEPT THAT THE COPPER BOLT HAS DISAPPEARED FROM THE SURFACE MARK.
 NN0174'
 NN0174'IN SOUTHWEST QUARTER OF SECTION 1, T. 28 N., R. 10 W., AT TOP
 NN0174'OF BROAD ELEVATION, SLOPING GENTLY IN ALL DIRECTIONS, IN
 NN0174'WHAT WAS FORMERLY AN ORCHARD BUT IS NOW A CULTIVATED FIELD,
 NN0174'ON LAND OWNED AND OCCUPIED BY PETER NISSEN.  MARK IS ABOUT 850
 NN0174'FEET EAST OF THE WEST LINE OF THE SECTION, 360 FEET NORTH OF
 NN0174'ITS SOUTH LINE, 393 FEET NORTH OF THE CENTER LINE OF THE
 NN0174'EAST-WEST SECTION-LINE ROAD, AND 171 FEET NORTH OF THE NORTH FACE
 NN0174'OF THE NISSEN HOUSE.  A LARGE BLOCK OF CONCRETE, PROBABLY
 NN0174'PART OF FOUNDATION OF OBSERVATION TOWER, HAS BEEN MOVED TO
 NN0174'A POINT JUST NORTH OF THE MARK AND WILL ALWAYS BE PLAINLY
 NN0174'VISIBLE, ALTHOUGH THE STATION MARK MAY BE SLIGHTLY
 NN0174'COVERED.
 NN0174'
 NN0174'AZIMUTH MARKS--GRANARY, WINDMILL AND BENCH MARK M2 ARE STILL
 NN0174'PRESENT AND USABLE.
 NN0174
 NN0174                          STATION RECOVERY (1946)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0174'1.7 MI N FROM PAGE.
 NN0174'1.7 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0174'AT PAGE, HOLT COUNTY, THENCE 1 MILE WEST ALONG A GRADED DIRT
 NN0174'ROAD, IN THE SOUTHWEST 1/4 OF SEC. 1, T. 28 N., R. 10 W., ON
 NN0174'LAND OWNED BY PETER NISSEN, 850 FEET EAST OF THE WEST LINE OF THE
 NN0174'SECTION, 360 FEET NORTH OF THE SOUTH LINE, 170 FEET NORTH OF THE
 NN0174'NORTH FACE OF THE NISSEN HOUSE AND JUST SOUTH OF A LARGE BLOCK
 NN0174'OF CONCRETE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 NN0174'PAGE SOUTHWEST BASE 1900 1906 AND SET IN THE TOP OF A CONCRETE
 NN0174'POST.
 NN0174
 NN0174                          STATION RECOVERY (1949)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0174'THE STATION AND BENCH MARK M 2 WERE RECOVERED AND ARE IN GOOD
 NN0174'CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AN
 NN0174'AZIMUTH MARK WERE ESTABLISHED.
 NN0174'
 NN0174'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0174'
 NN0174'THE STATION IS LOCATED ABOUT 14.0 MILES EAST-SOUTHEAST OF
 NN0174'O NEILL AND 2.0 MILES NORTH OF PAGE ON LAND OWNED BY MR. PETER
 NN0174'NISSEN AND LEASED BY MR. CHAS. SERENSEN.  IT IS 175 FEET EAST
 NN0174'OF NORTH-SOUTH FENCE LINE, 160 FEET NORTH OF THE NORTHWEST
 NN0174'CORNER OF HOUSE, 151 FEET WEST OF THE WEST END OF BARN, 70
 NN0174'FEET SOUTH OF EAST-WEST FENCE LINE AND 3.5 FEET SOUTH OF
 NN0174'2 FOOT BY 1 FOOT CONCRETE BLOCK PROJECTING 1 FOOT.  IT IS A
 NN0174'STANDARD STATION DISK SET IN 24 INCH SQUARE STONE POST SET
 NN0174'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED PAGE
 NN0174'SW BASE 1900 1906.
 NN0174'
 NN0174'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 15 FEET
 NN0174'NORTH OF SOUTHWEST CORNER OF BARN AND 1 FOOT WEST OF THE WEST
 NN0174'END OF BARN.  IT IS STAMPED PAGE SW BASE NO 1 1949 AND SET
 NN0174'FLUSH WITH THE SURFACE OF THE GROUND.
 NN0174'
 NN0174'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 3 FEET
 NN0174'EAST OF CIRCULAR GRANARY NEAR THE NORTHEAST CORNER OF ORCHARD.
 NN0174'IT IS STAMPED PAGE SW BASE NO 2 1949 AND SET FLUSH WITH THE
 NN0174'SURFACE OF THE GROUND.
 NN0174'
 NN0174'BENCH MARK M 2 IS SOUTHEAST OF THE STATION, 69 FEET SOUTH OF
 NN0174'WINDMILL, 60 FEET EAST OF THE SOUTHWEST CORNER OF HOUSE, 19
 NN0174'FEET EAST OF THE CENTER OF DRIVEWAY AND 1 FOOT NORTH OF
 NN0174'WITNESS POST.  IT IS A 6 INCH SQUARE STONE POST WITH A 1.25
 NN0174'INCH SQUARE CUT IN THE TOP WITH THE LETTERS U.S.B.M. CUT IN
 NN0174'THE STONE.
 NN0174'
 NN0174'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 30 FEET SOUTH
 NN0174'OF THE CENTER OF EAST-WEST ROAD, 15 FEET WEST OF T-FENCE CORNER,
 NN0174'2 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE
 NN0174'LINE.  IT IS STAMPED PAGE SW BASE 1949 AND PROJECTS 3 INCHES.
 NN0174'
 NN0174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0174'275 AND 281 AT THE STOP LIGHT IN THE CENTER OF O NEILL, GO
 NN0174'EAST ON U.S. HIGHWAYS 20 AND 275 FOR 0.55 MILE TO JUNCTION WITH
 NN0174'STATE HIGHWAY 108, CONTINUE EAST ON STATE HIGHWAY 108 FOR 11.5
 NN0174'MILES TO POINT WHERE HIGHWAY TURNS RIGHT, TURN RIGHT AND GO
 NN0174'SOUTH ON STATE HIGHWAY 108 FOR 3.3 MILES TO CROSSROADS, TURN
 NN0174'RIGHT AND GO WEST ON DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH
 NN0174'MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR
 NN0174'0.35 MILE TO DRIVEWAY ON THE RIGHT, TURN RIGHT TO HOUSE AND
 NN0174'STATION NORTH OF HOUSE AS DESCRIBED.
 NN0174'
 NN0174'A 4 FOOT SIGNAL AT STATION ELKHORN IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION INMAN IS VISIBLE AT 50 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 50 FEET.
 NN0174'
 NN0174'AN 87 FOOT SIGNAL AT STATION O NEILL IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION PRAIRIE 2 1940 IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 NN0174
 NN0174                          STATION RECOVERY (1997)
 NN0174
 NN0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0174'THE SURFACE MONUMENT OF THIS STATION SHOULD BE CONSIDERED LOST.  THE
 NN0174'HOUSE, BARN AND OTHER PHYSICAL FEATURES DESCRIBED IN THE 1949 STATION
 NN0174'RECOVERY REPORT ARE GONE, AND THE ENTIRE AREA IS PRESENTLY UNDER
 NN0174'CULTIVATION.  THE REFERENCE MARKS SHOULD ALSO BE CONSIDERED LOST.  A
 NN0174'DILIGENT SEARCH WAS MADE FOR THE AZIMUTH MARK WHICH ALSO APPEARS TO
 NN0174'HAVE BEEN REMOVED DURING GRADING OF A ROAD DITCH.
 NN0174
 NN0174                          STATION RECOVERY (2007)
 NN0174
 NN0174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 NN0174'THE UNDERGROUND MARK, A 6-INCH SQUARE LIMESTONE POST WITH A ONE-HALF
 NN0174'INCH DIAMETER COPPER PIN IN THE CENTER, WAS FOUND UNDISTURBED 1.3 FEET
 NN0174'BELOW THE SURFACE OF A CULTIVATED FIELD.  THE COPPER PIN IS EVEN WITH
 NN0174'THE SURFACE OF THE STONE AND HAS CROSS LINES ON THE TOP.
 NN0174'
 NN0174'THE STONE IS ORIENTED SO THAT THE NE CORNER IS IN THE APPROXIMATE
 NN0174'DIRECTION OF THE BASE LINE TO THE PAGE NE BASE STATION.  THE STONE IS
 NN0174'SET INTO A MASS OF CONCRETE MEASURING 18 INCHES EAST-WEST AND 15
 NN0174'INCHES NORTH-SOUTH AND THE STONE PROJECTS ABOVE THE CONCRETE 0.2 FEET.
 NN0174'
 NN0174'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, THE AZIMUTH MARK, AND
 NN0174'BENCH MARK M 2 WERE SEARCHED FOR, BUT NOT FOUND.  IT IS PRESUMED THAT
 NN0174'ALL OF THESE MARKS ALONG WITH THE SURFACE MARK FOR PAGE SW BASE WERE
 NN0174'DESTROYED IN THE APPROXIMATE YEAR OF 1977 WHEN THE PRESENT LANDOWNER
 NN0174'HAD THE FORMER FARM SITE BULLDOZED AND BURIED.    NOTHING OF THIS FARM
 NN0174'SITE REMAINS TODAY.
 NN0174'
 NN0174'TWO REFERENCE TIES CONSISTING OF FIVE-EIGHTHS INCH REBARS WERE SET
 NN0174'ALONG THE NORTH RIGHT OF WAY FENCE OF THE EAST-WEST COUNTY ROAD SOUTH
 NN0174'OF THE STATION.   THE FIRST IS LOCATED SOUTH OF THE STATION A DISTANCE
 NN0174'OF 361.83 FEET AND IS 4.5 FEET SOUTH OF THE FENCE.  THE SECOND IS
 NN0174'LOCATED SOUTH-SOUTHEAST OF THE STATION A DISTANCE OF 402.83 FEET AND
 NN0174'IS LOCATED 4.5 FEET SOUTH OF THE FENCE.
 NN0174'
 NN0174'THE ANGLE AS MEASURED FROM THE STATION MARK BETWEEN THE TWO REFERENCE
 NN0174'TIES IS 22 DEGREES 12 MINUTES 13 SECONDS.  THE DISTANCE BETWEEN THE
 NN0174'REFERENCE TIES IS 152.63 FEET.
 NN0174'
 NN0174'TO REACH THE STATION FROM THE POST OFFICE IN PAGE GO NORTH ON ASPHALT
 NN0174'PAVED ROAD 1.5 MILES TO JUNCTION WITH GRAVEL ROAD EAST-WEST.   GO WEST
 NN0174'ON GRAVEL ROAD 0.8 MILE, THEN GO NORTH APPROXIMATELY 390 FEET TO
 NN0174'STATION BURIED IN CULTIVATED FIELD.  THE CURRENT LANDOWNER IS LARRY
 NN0174'MUDLOFF.
 NN0174'
 NN0174'THE RECOVERY OF THIS MONUMENT WAS A PROJECT OF NEBRASKA SURVEYORS LYLE
 NN0174'DAVIS, ERIK HUBL, SETH KAUFFMAN, JERRY PENRY, STEVE RASMUSSEN, AND
 NN0174'GENE THOMSEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0034 ***********************************************************************
 LG0034  DESIGNATION -  PAL
 LG0034  PID         -  LG0034
 LG0034  STATE/COUNTY-  NE/OTOE
 LG0034  COUNTRY     -  US
 LG0034  USGS QUAD   -  PALMYRA (2017)
 LG0034
 LG0034                         *CURRENT SURVEY CONTROL
 LG0034  ______________________________________________________________________
 LG0034* NAD 83(1995) POSITION- 40 41 37.91273(N) 096 22 50.57322(W)   ADJUSTED
 LG0034* NAVD 88 ORTHO HEIGHT -   365.454 (meters)     1198.99  (feet) ADJUSTED
 LG0034  ______________________________________________________________________
 LG0034  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 LG0034  LAPLACE CORR    -         -8.25  (seconds)                    DEFLEC18
 LG0034  DYNAMIC HEIGHT  -        365.290 (meters)     1198.46  (feet) COMP
 LG0034  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 LG0034
 LG0034  HORZ ORDER      -  SECOND
 LG0034  VERT ORDER      -  SECOND    CLASS 0
 LG0034
 LG0034.The horizontal coordinates were established by classical geodetic methods
 LG0034.and adjusted by the National Geodetic Survey in August 1997.
 LG0034
 LG0034.The orthometric height was determined by differential leveling and
 LG0034.adjusted by the NATIONAL GEODETIC SURVEY
 LG0034.in June 1991.
 LG0034
 LG0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0034.GEOID18 height accuracy estimate available here.
 LG0034
 LG0034.Click photographs - Photos may exist for this station.
 LG0034
 LG0034.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0034
 LG0034.The dynamic height is computed by dividing the NAVD 88
 LG0034.geopotential number by the normal gravity value computed on the
 LG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0034.degrees latitude (g = 980.6199 gals.).
 LG0034
 LG0034.The modeled gravity was interpolated from observed gravity values.
 LG0034
 LG0034. The following values were computed from the NAD 83(1995) position.
 LG0034
 LG0034;                    North         East     Units Scale Factor Converg.
 LG0034;SPC NE       -   101,944.156   805,750.503   MT  0.99975820   +2 23 54.6
 LG0034;SPC NE       -   334,461.79  2,643,533.11   sFT  0.99975820   +2 23 54.6
 LG0034;UTM  14      - 4,508,073.638   721,313.667   MT  1.00020291   +1 42 30.6
 LG0034
 LG0034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0034!SPC NE       -   0.99994684  x   0.99975820  =   0.99970505
 LG0034!UTM  14      -   0.99994684  x   1.00020291  =   1.00014974
 LG0034
 LG0034:                Primary Azimuth Mark                     Grid Az
 LG0034:SPC NE       -  PALMYRA MUNICIPAL TANK                   320 22 11.0
 LG0034:UTM  14      -  PALMYRA MUNICIPAL TANK                   321 03 35.0
 LG0034
 LG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2131308073(NAD 83)
 LG0034
 LG0034|---------------------------------------------------------------------|
 LG0034| PID    Reference Object                     Distance      Geod. Az  |
 LG0034|                                                           dddmmss.s |
 LG0034| LG0973 PALMYRA N NAT GAS RADIO MAST        APPROX. 6.1 KM 0070430.9 |
 LG0034| LG0035 PAL RM 1                             23.009 METERS 09427     |
 LG0034| CL8072 PAL AZ MK                                          2053545.2 |
 LG0034| LG0033 PAL RM 2                             19.187 METERS 26457     |
 LG0034| LG0981 PALMYRA MUNICIPAL TANK              APPROX. 1.8 KM 3224605.6 |
 LG0034|---------------------------------------------------------------------|
 LG0034
 LG0034                          SUPERSEDED SURVEY CONTROL
 LG0034
 LG0034  NAD 83(1986)-  40 41 37.92203(N)    096 22 50.57044(W) AD(       ) 2
 LG0034  NAD 27      -  40 41 37.93130(N)    096 22 49.53650(W) AD(       ) 2
 LG0034  NGVD 29 (??/??/92)  365.356  (m)         1198.67   (f) ADJ UNCH    2 0
 LG0034
 LG0034.Superseded values are not recommended for survey control.
 LG0034
 LG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0034.See file dsdata.pdf to determine how the superseded data were derived.
 LG0034
 LG0034_MARKER: DS = TRIANGULATION STATION DISK
 LG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0034_STAMPING: PAL 1961
 LG0034_MARK LOGO: CGS
 LG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0034+STABILITY: SURFACE MOTION
 LG0034
 LG0034  HISTORY     - Date     Condition        Report By
 LG0034  HISTORY     - 1961     MONUMENTED       CGS
 LG0034
 LG0034                          STATION DESCRIPTION
 LG0034
 LG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0034'0.8 MI SE FROM PALMYRA.
 LG0034'0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0034'AND QUINCY RAILROAD STATION AT PALMYRA, THENCE 0.3 MILE EAST
 LG0034'ALONG A PAVED ROAD, THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE
 LG0034'MISSILE SITE, 75.5 FEET WEST OF R.M. 1, 6.9 FEET NORTH OF FENCE,
 LG0034'1.6 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0034'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0035 ***********************************************************************
 LG0035  DESIGNATION -  PAL RM 1
 LG0035  PID         -  LG0035
 LG0035  STATE/COUNTY-  NE/OTOE
 LG0035  COUNTRY     -  US
 LG0035  USGS QUAD   -  PALMYRA (2017)
 LG0035
 LG0035                         *CURRENT SURVEY CONTROL
 LG0035  ______________________________________________________________________
 LG0035* NAD 83(1986) POSITION- 40 41 37.85   (N) 096 22 49.60   (W)   HD_HELD1
 LG0035* NAVD 88 ORTHO HEIGHT -   364.814 (meters)     1196.89  (feet) ADJUSTED
 LG0035  ______________________________________________________________________
 LG0035  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 LG0035  DYNAMIC HEIGHT  -        364.650 (meters)     1196.36  (feet) COMP
 LG0035  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 LG0035
 LG0035  VERT ORDER      -  SECOND    CLASS 0
 LG0035
 LG0035.The horizontal coordinates were determined by differentially corrected
 LG0035.hand held GPS observations or other comparable positioning techniques
 LG0035.and have an estimated accuracy of +/- 3 meters.
 LG0035
 LG0035.The orthometric height was determined by differential leveling and
 LG0035.adjusted by the NATIONAL GEODETIC SURVEY
 LG0035.in June 1991.
 LG0035
 LG0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0035.GEOID18 height accuracy estimate available here.
 LG0035
 LG0035.Click photographs - Photos may exist for this station.
 LG0035
 LG0035.The dynamic height is computed by dividing the NAVD 88
 LG0035.geopotential number by the normal gravity value computed on the
 LG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0035.degrees latitude (g = 980.6199 gals.).
 LG0035
 LG0035.The modeled gravity was interpolated from observed gravity values.
 LG0035
 LG0035;                    North         East    Units  Estimated Accuracy
 LG0035;SPC NE       -   101,943.2     805,773.4     MT  (+/- 3 meters HH1 GPS) 
 LG0035
 LG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2133608072(NAD 83)
 LG0035
 LG0035                          SUPERSEDED SURVEY CONTROL
 LG0035
 LG0035  NGVD 29 (??/??/92)  364.716  (m)         1196.57   (f) ADJ UNCH    2 0
 LG0035
 LG0035.Superseded values are not recommended for survey control.
 LG0035
 LG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0035.See file dsdata.pdf to determine how the superseded data were derived.
 LG0035
 LG0035_MARKER: DR = REFERENCE MARK DISK
 LG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0035_STAMPING: PAL NO 1 1961
 LG0035_MARK LOGO: CGS
 LG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0035+STABILITY: SURFACE MOTION
 LG0035
 LG0035  HISTORY     - Date     Condition        Report By
 LG0035  HISTORY     - 1961     MONUMENTED       CGS
 LG0035
 LG0035                          STATION DESCRIPTION
 LG0035
 LG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0035'0.8 MI SE FROM PALMYRA.
 LG0035'0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0035'AND QUINCY RAILROAD STATION AT PALMYRA, THENCE 0.3 MILE EAST ALONG
 LG0035'A PAVED ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE
 LG0035'MISSILE SITE, 75.5 FEET EAST OF THE STATION, 0.5 FOOT NORTH OF A
 LG0035'FENCE, ABOUT 1 1/2 FEET LOWER THAN THE STATION, SET IN TOP OF A
 LG0035'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0033 ***********************************************************************
 LG0033  DESIGNATION -  PAL RM 2
 LG0033  PID         -  LG0033
 LG0033  STATE/COUNTY-  NE/OTOE
 LG0033  COUNTRY     -  US
 LG0033  USGS QUAD   -  PALMYRA (2017)
 LG0033
 LG0033                         *CURRENT SURVEY CONTROL
 LG0033  ______________________________________________________________________
 LG0033* NAD 83(1986) POSITION- 40 41 37.86   (N) 096 22 51.39   (W)   HD_HELD1
 LG0033* NAVD 88 ORTHO HEIGHT -   365.558 (meters)     1199.33  (feet) ADJUSTED
 LG0033  ______________________________________________________________________
 LG0033  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 LG0033  DYNAMIC HEIGHT  -        365.394 (meters)     1198.80  (feet) COMP
 LG0033  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 LG0033
 LG0033  VERT ORDER      -  SECOND    CLASS 0
 LG0033
 LG0033.The horizontal coordinates were determined by differentially corrected
 LG0033.hand held GPS observations or other comparable positioning techniques
 LG0033.and have an estimated accuracy of +/- 3 meters.
 LG0033
 LG0033.The orthometric height was determined by differential leveling and
 LG0033.adjusted by the NATIONAL GEODETIC SURVEY
 LG0033.in June 1991.
 LG0033
 LG0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0033.GEOID18 height accuracy estimate available here.
 LG0033
 LG0033.Click photographs - Photos may exist for this station.
 LG0033
 LG0033.The dynamic height is computed by dividing the NAVD 88
 LG0033.geopotential number by the normal gravity value computed on the
 LG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0033.degrees latitude (g = 980.6199 gals.).
 LG0033
 LG0033.The modeled gravity was interpolated from observed gravity values.
 LG0033
 LG0033;                    North         East    Units  Estimated Accuracy
 LG0033;SPC NE       -   101,941.7     805,731.4     MT  (+/- 3 meters HH1 GPS) 
 LG0033
 LG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2129408071(NAD 83)
 LG0033
 LG0033                          SUPERSEDED SURVEY CONTROL
 LG0033
 LG0033  NGVD 29 (??/??/92)  365.460  (m)         1199.01   (f) ADJ UNCH    2 0
 LG0033
 LG0033.Superseded values are not recommended for survey control.
 LG0033
 LG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0033.See file dsdata.pdf to determine how the superseded data were derived.
 LG0033
 LG0033_MARKER: DR = REFERENCE MARK DISK
 LG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0033_STAMPING: PAL NO 2 1961
 LG0033_MARK LOGO: CGS
 LG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0033+STABILITY: SURFACE MOTION
 LG0033
 LG0033  HISTORY     - Date     Condition        Report By
 LG0033  HISTORY     - 1961     MONUMENTED       CGS
 LG0033
 LG0033                          STATION DESCRIPTION
 LG0033
 LG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0033'0.8 MI SE FROM PALMYRA.
 LG0033'0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0033'AND QUINCY RAILROAD STATION AT PALMYRA, THENCE 0.3 MILE EAST ALONG
 LG0033'A PAVED ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE
 LG0033'MISSILE SITE, 63.0 FEET WEST OF THE STATION, 1.1 FEET NORTH OF A
 LG0033'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 LG0033'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1078 ***********************************************************************
 ML1078  DESIGNATION -  PALMER MUNICIPAL TANK
 ML1078  PID         -  ML1078
 ML1078  STATE/COUNTY-  NE/MERRICK
 ML1078  COUNTRY     -  US
 ML1078  USGS QUAD   -  PALMER (2017)
 ML1078
 ML1078                         *CURRENT SURVEY CONTROL
 ML1078  ______________________________________________________________________
 ML1078* NAD 83(1995) POSITION- 41 13 24.89923(N) 098 15 12.66846(W)   ADJUSTED
 ML1078  ______________________________________________________________________
 ML1078  GEOID HEIGHT    -        -24.828 (meters)                     GEOID18
 ML1078  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 ML1078  HORZ ORDER      -  THIRD
 ML1078
 ML1078.The horizontal coordinates were established by classical geodetic methods
 ML1078.and adjusted by the National Geodetic Survey in August 1997.
 ML1078
 ML1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1078.GEOID18 height accuracy estimate available here.
 ML1078
 ML1078.Click photographs - Photos may exist for this station.
 ML1078
 ML1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1078
 ML1078. The following values were computed from the NAD 83(1995) position.
 ML1078
 ML1078;                    North         East     Units Scale Factor Converg.
 ML1078;SPC NE       -   155,831.852   646,384.650   MT  0.99967067   +1 09 26.6
 ML1078;SPC NE       -   511,258.33  2,120,680.31   sFT  0.99967067   +1 09 26.6
 ML1078;UTM  14      - 4,563,845.998   562,567.803   MT  0.99964818   +0 29 31.0
 ML1078
 ML1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6256763845(NAD 83)
 ML1078
 ML1078                          SUPERSEDED SURVEY CONTROL
 ML1078
 ML1078  NAD 83(1986)-  41 13 24.90571(N)    098 15 12.67109(W) AD(       ) 3
 ML1078  NAD 27      -  41 13 24.85400(N)    098 15 11.43100(W) AD(       ) 3
 ML1078
 ML1078.Superseded values are not recommended for survey control.
 ML1078
 ML1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1078.See file dsdata.pdf to determine how the superseded data were derived.
 ML1078
 ML1078_MARKER: 53 = ELEVATED TANK
 ML1078
 ML1078  HISTORY     - Date     Condition        Report By
 ML1078  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1078
 ML1078                          STATION DESCRIPTION
 ML1078
 ML1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1078'THE STATION IS LOCATED IN THE TOWN OF PALMER.  IT IS ABOUT
 ML1078'110 FEET HIGH, HAS FOUR LEGS, IS OF STEEL CONSTRUCTION, IS
 ML1078'PAINTED SILVER AND HAS PALMER STENCILED HORIZONTALLY ON THE
 ML1078'SIDE OF THE BOWL.
 ML1078'
 ML1078'THE POINT INTERSECTED WAS THE BALL FINIAL.
 ML1078'
 ML1078'TO REACH THE STATION FROM THE POST OFFICE IN PALMER, GO EAST
 ML1078'1/2 BLOCK, NORTH 1 BLOCK, THEN EAST AGAIN FOR 2-1/2 BLOCKS
 ML1078'TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0981 ***********************************************************************
 LG0981  DESIGNATION -  PALMYRA MUNICIPAL TANK
 LG0981  PID         -  LG0981
 LG0981  STATE/COUNTY-  NE/OTOE
 LG0981  COUNTRY     -  US
 LG0981  USGS QUAD   -  PALMYRA (2017)
 LG0981
 LG0981                         *CURRENT SURVEY CONTROL
 LG0981  ______________________________________________________________________
 LG0981* NAD 83(1995) POSITION- 40 42 23.78111(N) 096 23 36.37903(W)   ADJUSTED
 LG0981  ______________________________________________________________________
 LG0981  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 LG0981  LAPLACE CORR    -         -7.69  (seconds)                    DEFLEC18
 LG0981  HORZ ORDER      -  THIRD
 LG0981
 LG0981.The horizontal coordinates were established by classical geodetic methods
 LG0981.and adjusted by the National Geodetic Survey in August 1997.
 LG0981
 LG0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0981.GEOID18 height accuracy estimate available here.
 LG0981
 LG0981.Click photographs - Photos may exist for this station.
 LG0981
 LG0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0981
 LG0981. The following values were computed from the NAD 83(1995) position.
 LG0981
 LG0981;                    North         East     Units Scale Factor Converg.
 LG0981;SPC NE       -   103,312.552   804,617.252   MT  0.99975510   +2 23 24.2
 LG0981;SPC NE       -   338,951.26  2,639,815.10   sFT  0.99975510   +2 23 24.2
 LG0981;UTM  14      - 4,509,456.189   720,196.474   MT  1.00019684   +1 42 02.3
 LG0981
 LG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2019609456(NAD 83)
 LG0981
 LG0981                          SUPERSEDED SURVEY CONTROL
 LG0981
 LG0981  NAD 83(1986)-  40 42 23.78969(N)    096 23 36.37549(W) AD(       ) 3
 LG0981  NAD 27      -  40 42 23.79177(N)    096 23 35.33814(W) AD(       ) 3
 LG0981
 LG0981.Superseded values are not recommended for survey control.
 LG0981
 LG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0981.See file dsdata.pdf to determine how the superseded data were derived.
 LG0981
 LG0981_MARKER: 53 = ELEVATED TANK
 LG0981
 LG0981  HISTORY     - Date     Condition        Report By
 LG0981  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0981  HISTORY     - 20040602 GOOD             USPSQD
 LG0981  HISTORY     - 20060118 GOOD             GEOCAC
 LG0981
 LG0981                          STATION DESCRIPTION
 LG0981
 LG0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0981'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG0981'THE WATER TANK IS LOCATED IN TAGGART PARK ON THE NORTHWEST
 LG0981'EDGE OF PALMYRA.  THE WATER TANK IS PAINTED SILVER AND HAS THE
 LG0981'WORD (PALMYRA) PRINTED ON THE SIDE.  THE WATER TANK IS SUPPORTED
 LG0981'BY FOUR LEGS AND IS APPROXIMATELY 100 FEET HIGH.
 LG0981
 LG0981                          STATION RECOVERY (2004)
 LG0981
 LG0981'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0981'STATION FOUND GOOD. TANK IS NORTH OF W. 7TH ST. AND NORTH OF 'F'
 LG0981'STREET WHERE IT DEAD ENDS AT W. 7TH ST.  THE TANK IS CONICAL-SHAPED
 LG0981'WITH BLACK LEGS.
 LG0981
 LG0981                          STATION RECOVERY (2006)
 LG0981
 LG0981'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LG0981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0973 ***********************************************************************
 LG0973  DESIGNATION -  PALMYRA N NAT GAS RADIO MAST
 LG0973  PID         -  LG0973
 LG0973  STATE/COUNTY-  NE/OTOE
 LG0973  COUNTRY     -  US
 LG0973  USGS QUAD   -  UNADILLA (2017)
 LG0973
 LG0973                         *CURRENT SURVEY CONTROL
 LG0973  ______________________________________________________________________
 LG0973* NAD 83(1995) POSITION- 40 44 52.62585(N) 096 22 18.79567(W)   ADJUSTED
 LG0973  ______________________________________________________________________
 LG0973  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 LG0973  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 LG0973  HORZ ORDER      -  THIRD
 LG0973
 LG0973.The horizontal coordinates were established by classical geodetic methods
 LG0973.and adjusted by the National Geodetic Survey in August 1997.
 LG0973
 LG0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0973.GEOID18 height accuracy estimate available here.
 LG0973
 LG0973.Click photographs - Photos may exist for this station.
 LG0973
 LG0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0973
 LG0973. The following values were computed from the NAD 83(1995) position.
 LG0973
 LG0973;                    North         East     Units Scale Factor Converg.
 LG0973;SPC NE       -   107,974.911   806,243.854   MT  0.99974539   +2 24 15.6
 LG0973;SPC NE       -   354,247.69  2,645,151.71   sFT  0.99974539   +2 24 15.6
 LG0973;UTM  14      - 4,514,100.752   721,879.767   MT  1.00020600   +1 42 58.2
 LG0973
 LG0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2187914100(NAD 83)
 LG0973
 LG0973                          SUPERSEDED SURVEY CONTROL
 LG0973
 LG0973  NAD 83(1986)-  40 44 52.63700(N)    096 22 18.79203(W) AD(       ) 3
 LG0973  NAD 27      -  40 44 52.63516(N)    096 22 17.75984(W) AD(       ) 3
 LG0973
 LG0973.Superseded values are not recommended for survey control.
 LG0973
 LG0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0973.See file dsdata.pdf to determine how the superseded data were derived.
 LG0973
 LG0973_MARKER: 42 = RADIO/TV MAST
 LG0973
 LG0973  HISTORY     - Date     Condition        Report By
 LG0973  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0973
 LG0973                          STATION DESCRIPTION
 LG0973
 LG0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0973'A RED LIGHT ON TOP OF THE RADIO MAST WAS USED AS THE POINT OF
 LG0973'INTERSECTION.  THE RADIO MAST IS LOCATED APPROXIMATELY 200
 LG0973'FEET NORTH OF THE NORTHERN NATURAL GAS COMPANY PLANT.  THE
 LG0973'GAS COMPANY PLANT IS LOCATED 2 MILES NORTH AND 1 MILE EAST
 LG0973'OF THE JUNCTION OF STATE HIGHWAY 2 AND STATE SPUR 802.  THE
 LG0973'RADIO MAST IS PAINTED RED AND WHITE AND IS 211 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0657 ***********************************************************************
 NP0657  DESIGNATION -  PARK
 NP0657  PID         -  NP0657
 NP0657  STATE/COUNTY-  NE/SHERIDAN
 NP0657  COUNTRY     -  US
 NP0657  USGS QUAD   -  WHITECLAY (2017)
 NP0657
 NP0657                         *CURRENT SURVEY CONTROL
 NP0657  ______________________________________________________________________
 NP0657* NAD 83(1995) POSITION- 42 53 07.96186(N) 102 32 35.95859(W)   ADJUSTED
 NP0657* NAVD 88 ORTHO HEIGHT -  1189.4   (meters)     3902.    (feet) VERTCON
 NP0657  ______________________________________________________________________
 NP0657  GEOID HEIGHT    -        -17.953 (meters)                     GEOID18
 NP0657  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 NP0657  HORZ ORDER      -  SECOND
 NP0657
 NP0657.The horizontal coordinates were established by classical geodetic methods
 NP0657.and adjusted by the National Geodetic Survey in August 1997.
 NP0657
 NP0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0657
 NP0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0657.GEOID18 height accuracy estimate available here.
 NP0657
 NP0657.Click photographs - Photos may exist for this station.
 NP0657
 NP0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0657
 NP0657. The following values were computed from the NAD 83(1995) position.
 NP0657
 NP0657;                    North         East     Units Scale Factor Converg.
 NP0657;SPC NE       -   341,962.139   292,271.016   MT  0.99994951   -1 41 07.6
 NP0657;SPC NE       - 1,121,920.78    958,892.49   sFT  0.99994951   -1 41 07.6
 NP0657;UTM  13      - 4,751,032.748   700,615.690   MT  1.00009515   +1 40 20.7
 NP0657
 NP0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0657!SPC NE       -   0.99981632  x   0.99994951  =   0.99976584
 NP0657!UTM  13      -   0.99981632  x   1.00009515  =   0.99991145
 NP0657
 NP0657:                Primary Azimuth Mark                     Grid Az
 NP0657:SPC NE       -  CLAY                                     345 28 57.4
 NP0657:UTM  13      -  CLAY                                     342 07 29.1
 NP0657
 NP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0061551032(NAD 83)
 NP0657
 NP0657|---------------------------------------------------------------------|
 NP0657| PID    Reference Object                     Distance      Geod. Az  |
 NP0657|                                                           dddmmss.s |
 NP0657| CQ4551 PARK RM 2                             7.343 METERS 03110     |
 NP0657| CQ4550 PARK RM 1                             5.166 METERS 26033     |
 NP0657| NP0656 CLAY                                APPROX. 6.4 KM 3434749.8 |
 NP0657|---------------------------------------------------------------------|
 NP0657
 NP0657                          SUPERSEDED SURVEY CONTROL
 NP0657
 NP0657  NAD 83(1993)-  42 53 07.95612(N)    102 32 35.96101(W) AD(       ) 2
 NP0657  NAD 83(1986)-  42 53 07.95230(N)    102 32 35.95658(W) AD(       ) 2
 NP0657  NAD 27      -  42 53 08.00751(N)    102 32 34.35911(W) AD(       ) 2
 NP0657  NGVD 29 (07/19/86) 1188.9    (m)         3901.     (f) VERT ANG       
 NP0657
 NP0657.Superseded values are not recommended for survey control.
 NP0657
 NP0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0657.See file dsdata.pdf to determine how the superseded data were derived.
 NP0657
 NP0657_MARKER: DD = SURVEY DISK
 NP0657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0657+WITH SETTING: INFORMATION.
 NP0657_STAMPING: PARK ET 1968
 NP0657_MARK LOGO: USGS
 NP0657_PROJECTION: FLUSH
 NP0657_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0657
 NP0657  HISTORY     - Date     Condition        Report By
 NP0657  HISTORY     - 1968     MONUMENTED       USGS
 NP0657
 NP0657                          STATION DESCRIPTION
 NP0657
 NP0657'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0657'THE STATION IS ABOUT 13.0 MI NNW. OF RUSHVILLE, NEAR THE
 NP0657'CENTER OF THE NE. QUARTER OF SEC. 31, T. 34 N., R. 44 W.,
 NP0657'ABOUT 0.2 MI E. OF STATE HWY. 87, ON LAND OWNED BY T. S.
 NP0657'PARK, ON TOP OF HIGHEST HILL IN VICINITY.
 NP0657'
 NP0657'TO REACH THE STATION FROM THE CENTER OF RUSHVILLE, GO W.
 NP0657'ON U.S. HWY. 20 FOR 0.8 MI TO A CROSSROADS, TURN RIGHT (N.)
 NP0657'ON STATE HWY. 87 AND GO 13.7 MI N. AND NW. GENERALLY TO A
 NP0657'WIRE GATE ON RIGHT, TURN RIGHT THROUGH GATE AND CONTINUE
 NP0657'S. AND SE. FOR 0.3 MI ALONG TRAIL TO A WIRE GATE, CONTINUE
 NP0657'S. AND SSE. THROUGH GATE FOR 0.5 MI TO ANOTHER WIRE GATE,
 NP0657'GO THROUGH GATE AND TURN RIGHT (W.) AND GO ABOUT 0.1 MI TO
 NP0657'END OF TRUCK TRAVEL, CONTINUE ON FOOT FOR APPROX. 200 FT
 NP0657'TO TOP OF HILL AND STATION.
 NP0657'
 NP0657'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0657'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0657'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET PARK
 NP0657'1968 IS 25 FT DUE W. OF A LONE PINE TREE ON E. SLOPE OF HILL,
 NP0657'THE STATION IS FLUSH WITH THE GROUND.
 NP0657'
 NP0657'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON COPPER
 NP0657'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED
 NP0657'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS WSW. OF STATION
 NP0657'ON THE SW. SLOPE OF THE HILL, THE MARK IS FLUSH WITH THE GROUND.
 NP0657'
 NP0657'REFERENCE MARK NO. 2 IS STANDARD TABLET CRIMPED ON COPPER
 NP0657'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0657'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS NNE. OF STATION
 NP0657'ON N. EDGE OF HILL, THE MARK IS FLUSH WITH THE GROUND.
 NP0657'
 NP0657'NO AZIMUTH MARK SET.
 NP0657'
 NP0657'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0772 ***********************************************************************
 NN0772  DESIGNATION -  PARKS
 NN0772  PID         -  NN0772
 NN0772  STATE/COUNTY-  NE/BROWN
 NN0772  COUNTRY     -  US
 NN0772  USGS QUAD   -  RAVEN SW (2017)
 NN0772
 NN0772                         *CURRENT SURVEY CONTROL
 NN0772  ______________________________________________________________________
 NN0772* NAD 83(1995) POSITION- 42 22 10.09946(N) 099 52 31.22358(W)   ADJUSTED
 NN0772* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 NN0772  ______________________________________________________________________
 NN0772  GEOID HEIGHT    -        -22.315 (meters)                     GEOID18
 NN0772  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 NN0772  HORZ ORDER      -  SECOND
 NN0772
 NN0772.The horizontal coordinates were established by classical geodetic methods
 NN0772.and adjusted by the National Geodetic Survey in August 1997.
 NN0772
 NN0772.The orthometric height was scaled from a topographic map.
 NN0772
 NN0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0772.GEOID18 height accuracy estimate available here.
 NN0772
 NN0772.Click photographs - Photos may exist for this station.
 NN0772
 NN0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0772
 NN0772. The following values were computed from the NAD 83(1995) position.
 NN0772
 NN0772;                    North         East     Units Scale Factor Converg.
 NN0772;SPC NE       -   281,594.134   510,265.882   MT  0.99977225   +0 04 57.4
 NN0772;SPC NE       -   923,863.42  1,674,097.31   sFT  0.99977225   +0 04 57.4
 NN0772;UTM  14      - 4,691,170.646   427,927.038   MT  0.99966391   -0 35 23.7
 NN0772
 NN0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0772!SPC NE       -   0.99987204  x   0.99977225  =   0.99964432
 NN0772!UTM  14      -   0.99987204  x   0.99966391  =   0.99953599
 NN0772
 NN0772:                Primary Azimuth Mark                     Grid Az
 NN0772:SPC NE       -  PARKS AZ MK                              252 11 37.8
 NN0772:UTM  14      -  PARKS AZ MK                              252 51 58.9
 NN0772
 NN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2792791170(NAD 83)
 NN0772
 NN0772|---------------------------------------------------------------------|
 NN0772| PID    Reference Object                     Distance      Geod. Az  |
 NN0772|                                                           dddmmss.s |
 NN0772| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.20.0 KM 0020826.2 |
 NN0772| CO3432 PARKS RM 1                           28.373 METERS 06511     |
 NN0772| CO3433 PARKS RM 2                           28.621 METERS 23800     |
 NN0772| CO3431 PARKS AZ MK                                        2521635.2 |
 NN0772|---------------------------------------------------------------------|
 NN0772
 NN0772                          SUPERSEDED SURVEY CONTROL
 NN0772
 NN0772  NAD 83(1986)-  42 22 10.10354(N)    099 52 31.23418(W) AD(       ) 2
 NN0772  NAD 27      -  42 22 10.10900(N)    099 52 29.78800(W) AD(       ) 2
 NN0772
 NN0772.Superseded values are not recommended for survey control.
 NN0772
 NN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0772.See file dsdata.pdf to determine how the superseded data were derived.
 NN0772
 NN0772_MARKER: DS = TRIANGULATION STATION DISK
 NN0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0772_STAMPING: PARKS 1949
 NN0772_MARK LOGO: CGS
 NN0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0772+STABILITY: SURFACE MOTION
 NN0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0772+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2017
 NN0772
 NN0772  HISTORY     - Date     Condition        Report By
 NN0772  HISTORY     - 1949     MONUMENTED       CGS
 NN0772  HISTORY     - 1967     GOOD             USAF
 NN0772  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NN0772  HISTORY     - 20170710 GOOD             INDIV
 NN0772
 NN0772                          STATION DESCRIPTION
 NN0772
 NN0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0772'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF AINSWORTH
 NN0772'AND 0.5 MILE EAST OF STATE HIGHWAY 7 ON LAND OWNED BY MR. HENRY
 NN0772'PARKS.  IT IS ON THE HIGHEST POINT OF LARGE SAND HILL, 2 FEET
 NN0772'SOUTHEAST OF WITNESS POST.  IT IS STAMPED PARKS 1949 AND PROJECTS
 NN0772'4 INCHES.
 NN0772'
 NN0772'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 NN0772'EAST SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 NN0772'IT IS STAMPED PARKS NO 1 1949 AND PROJECTS 4 INCHES.
 NN0772'
 NN0772'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON THE WEST
 NN0772'SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 NN0772'IT IS STAMPED PARKS NO 2 1949 AND PROJECTS 4 INCHES.
 NN0772'
 NN0772'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 27 FEET
 NN0772'WEST OF THE CENTER OF STATE HIGHWAY 7, 5 FEET SOUTH OF TELEPHONE
 NN0772'POLE AND 1 FOOT SOUTH OF WITNESS POST.  IT IS STAMPED PARKS
 NN0772'1949 AND PROJECTS 4 INCHES.
 NN0772'
 NN0772'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0772'GO SOUTH ON STATE HIGHWAY 7 FOR 12.5 MILES TO T-ROAD RIGHT TO
 NN0772'SCHOOL AND DRIVEWAY LEFT TO MR. PARKS HOUSE, CONTINUE SOUTH
 NN0772'ON STATE HIGHWAY 7 FOR 0.45 MILE TO AZIMUTH MARK ON THE RIGHT
 NN0772'AS DESCRIBED, CONTINUE SOUTH ON STATE HIGHWAY 7 FOR 0.6 MILE
 NN0772'TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.1 MILE TO FENCE
 NN0772'CORNER, TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF FENCE
 NN0772'FOR 0.05 MILE TO POINT WHERE OLD FENCE IS DOWN, GO THROUGH
 NN0772'FENCE AND CONTINUE NORTH ON WEST SIDE OF FENCE FOR 0.2 MILE
 NN0772'TO T-FENCE LINE EAST, TURN RIGHT THROUGH GATE AND GO EAST
 NN0772'FOR 0.05 MILE, TURN LEFT AND GO NORTH AND NORTHEAST FOR 0.35
 NN0772'MILE TO HIGHEST POINT OF SAND HILL AND STATION AS DESCRIBED.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION HOGAN IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION MOON (USGS) IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION KELLER (USGS) IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0772
 NN0772                          STATION RECOVERY (1967)
 NN0772
 NN0772'RECOVERY NOTE BY US AIR FORCE 1967
 NN0772'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 NN0772'IN GOOD CONDITION.  A RADIO TOWER HAS BEEN ERECTED ON THE
 NN0772'HILL JUST WEST OF THE STATION.
 NN0772'
 NN0772'THE AZIMUTH MARK IS NOW 100 FEET WEST OF STATE HIGHWAY 7 CENTERLINE,
 NN0772'FIFTY (50) FEET NORTH OF A TELEPHONE POLE, ONE (1) FOOT EAST
 NN0772'OF A FENCELINE, AND ONE (1) FOOT SOUTH OF A WITNESS POST.
 NN0772'
 NN0772'THE ROUTE DESCRIPTION IS ADEQUATE TO THE AZIMUTH MARK.
 NN0772'
 NN0772'A NEW ROUTE DESCRIPTION FOR THE STATION IS AS FOLLOWS--
 NN0772'
 NN0772'TO REACH THE STATION FROM THE AZIMUTH MARK, GO NORTH ON STATE
 NN0772'HIGHWAY 7 FOR 0.3 MILE TO A GATE ON THE RIGHT.  TURN RIGHT (EAST),
 NN0772'THROUGH THE GATE, AND GO 0.05 MILE ON DIRT FIELD ROAD TO A FORK.
 NN0772'TAKE THE RIGHT FORK TO THE HIGHEST POINT IN THE AREA AND THE
 NN0772'STATION.
 NN0772
 NN0772                          STATION RECOVERY (1974)
 NN0772
 NN0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NN0772'REF. MKS. 1 AND 2 AND AZ. MK. WERE FOUND IN GOOD CONDITION.
 NN0772'A COMMUNICATIONS TOWER AND A SMALL CONCRETE BLOCK BLDG. ARE
 NN0772'NOW ON THE STATION SITE AND THE MARK IS PROBABLY DESTROYED.
 NN0772
 NN0772                          STATION RECOVERY (2017)
 NN0772
 NN0772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0772'FOUND PARKS AZIMUTH MARK IN GOOD CONDITION, 0.1 FT. ABOVE SURFACE,
 NN0772'NORTH 1.3 FT BOTTOM FIBERGLAS WITNESS SIGN, NORTH 69 FT. TO FENCE LINE
 NN0772'RUNNING WEST,NORTH 14.4 FT. TO NAIL TOP FENCE POST,SOUTH 15.3 FT. TO
 NN0772'NAIL TOP FENCE POST,WSW 87 FT.TO CENTERLINE HWY 7 LAT.=42 22 04.83
 NN0772'LONG.=099 52 53.47,NEW STATE NAVD 88 ELEV.= 2696.344 ON AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0795 ***********************************************************************
 NN0795  DESIGNATION -  PAT
 NN0795  PID         -  NN0795
 NN0795  STATE/COUNTY-  NE/KEYA PAHA
 NN0795  COUNTRY     -  US
 NN0795  USGS QUAD   -  MEADVILLE (2017)
 NN0795
 NN0795                         *CURRENT SURVEY CONTROL
 NN0795  ______________________________________________________________________
 NN0795* NAD 83(1995) POSITION- 42 51 00.28701(N) 099 50 11.55860(W)   ADJUSTED
 NN0795* NAVD 88 ORTHO HEIGHT -   759.    (meters)     2490.    (feet) SCALED
 NN0795  ______________________________________________________________________
 NN0795  GEOID HEIGHT    -        -23.454 (meters)                     GEOID18
 NN0795  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC18
 NN0795  HORZ ORDER      -  SECOND
 NN0795
 NN0795.The horizontal coordinates were established by classical geodetic methods
 NN0795.and adjusted by the National Geodetic Survey in August 1997.
 NN0795
 NN0795.The orthometric height was scaled from a topographic map.
 NN0795
 NN0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0795.GEOID18 height accuracy estimate available here.
 NN0795
 NN0795.Click photographs - Photos may exist for this station.
 NN0795
 NN0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0795
 NN0795. The following values were computed from the NAD 83(1995) position.
 NN0795
 NN0795;                    North         East     Units Scale Factor Converg.
 NN0795;SPC NE       -   334,979.588   513,359.834   MT  0.99993469   +0 06 30.0
 NN0795;SPC NE       - 1,099,012.20  1,684,248.06   sFT  0.99993469   +0 06 30.0
 NN0795;UTM  14      - 4,744,505.982   431,648.945   MT  0.99965747   -0 34 08.2
 NN0795
 NN0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0795!SPC NE       -   0.99988461  x   0.99993469  =   0.99981931
 NN0795!UTM  14      -   0.99988461  x   0.99965747  =   0.99954212
 NN0795
 NN0795:                Primary Azimuth Mark                     Grid Az
 NN0795:SPC NE       -  PAT AZ MK                                155 32 19.7
 NN0795:UTM  14      -  PAT AZ MK                                156 12 57.9
 NN0795
 NN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3164844505(NAD 83)
 NN0795
 NN0795|---------------------------------------------------------------------|
 NN0795| PID    Reference Object                     Distance      Geod. Az  |
 NN0795|                                                           dddmmss.s |
 NN0795| CO3435 PAT RM 1                             20.028 METERS 07919     |
 NN0795| CO3434 PAT AZ MK                                          1553849.7 |
 NN0795| CO3436 PAT RM 2                             21.543 METERS 17022     |
 NN0795|---------------------------------------------------------------------|
 NN0795
 NN0795                          SUPERSEDED SURVEY CONTROL
 NN0795
 NN0795  NAD 83(1986)-  42 51 00.29319(N)    099 50 11.57034(W) AD(       ) 2
 NN0795  NAD 27      -  42 51 00.27900(N)    099 50 10.14800(W) AD(       ) 2
 NN0795
 NN0795.Superseded values are not recommended for survey control.
 NN0795
 NN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0795.See file dsdata.pdf to determine how the superseded data were derived.
 NN0795
 NN0795_MARKER: DS = TRIANGULATION STATION DISK
 NN0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0795_STAMPING: PAT 1949
 NN0795_MARK LOGO: CGS
 NN0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0795+STABILITY: SURFACE MOTION
 NN0795
 NN0795  HISTORY     - Date     Condition        Report By
 NN0795  HISTORY     - 1949     MONUMENTED       CGS
 NN0795  HISTORY     - 1968     GOOD             CGS
 NN0795
 NN0795                          STATION DESCRIPTION
 NN0795
 NN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0795'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-NORTHWEST OF
 NN0795'SPRINGVIEW ON LAND OWNED BY MR. GEORGE PATTERSON.  IT IS ON
 NN0795'THE TOP OF THE HIGHEST HILL IN THE VICINITY, 3.5 FEET NORTHEAST
 NN0795'OF WITNESS POST.  IT IS STAMPED PAT 1949 AND PROJECTS 2
 NN0795'INCHES.
 NN0795'
 NN0795'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON
 NN0795'THE EAST EDGE OF THE TOP OF THE HILL.  IT IS STAMPED PAT
 NN0795'NO 1 1949 AND PROJECTS 2 INCHES.
 NN0795'
 NN0795'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ON THE SOUTH
 NN0795'EDGE OF THE TOP OF THE HILL.  IT IS STAMPED PAT NO 2 1949
 NN0795'AND PROJECTS 3 INCHES.
 NN0795'
 NN0795'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 36 FEET
 NN0795'EAST OF THE CENTER OF STATE HIGHWAY 7 AND 1 FOOT WEST OF
 NN0795'FENCE LINE.  IT IS STAMPED PAT 1949 AND PROJECTS 2 INCHES.
 NN0795'
 NN0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 NN0795'AND STATE HIGHWAY 72 IN SPRINGVIEW, GO WEST ON STATE HIGHWAY
 NN0795'72 FOR 3.0 MILES TO JUNCTION WITH STATE HIGHWAY 7, CONTINUE
 NN0795'WEST ON STATE HIGHWAY 7 FOR 1.0 MILE, TURN RIGHT AND GO
 NN0795'NORTH FOR 1.0 MILE ON STATE HIGHWAY 7, TURN RIGHT OFF STATE
 NN0795'HIGHWAY 7 AND GO EAST ON TRACK ROAD FOR 0.05 MILE TO FORKS,
 NN0795'TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR 0.5 MILE TO GATE
 NN0795'IN EAST-WEST FENCE LINE, GO THROUGH GATE AND GO NORTHWEST FOR
 NN0795'0.75 MILE TO HIGHEST POINT OF HILL AND STATION AS
 NN0795'DESCRIBED.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION MEADVILLE IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION NIOBRARA (USGS) IS VISIBLE AT
 NN0795'4 FEET.
 NN0795'
 NN0795'A 74 FOOT SIGNAL AT STATION NORDEN IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION MOORE 1936 IS VISIBLE AT 37 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION WEWELA 1936 IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION SPRINGVIEW IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0795
 NN0795                          STATION RECOVERY (1968)
 NN0795
 NN0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LS)
 NN0795'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NN0795'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 NN0795'IN GOOD CONDITION.
 NN0795'
 NN0795'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 NN0795'
 NN0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0795'AND STATE HIGHWAY 12 IN SPRINGVIEW, GO WEST ON STATE HIGHWAY
 NN0795'12 FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 NN0795'GO NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK
 NN0795'ON THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2
 NN0795'MILE TO WHERE THE MAIN ROAD TURNS WEST.  GO NORTH ON A TRACK
 NN0795'ROAD FOR 0.1 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE
 NN0795'GATE AND GO NORTH ACROSS PASTURE FOR 0.4 MILE TO AN EAST-WEST
 NN0795'FENCE.  STATION IS 0.75 MILE NORTHWEST OF A GATE ON THE
 NN0795'HIGHEST POINT OF HILL.
 NN0795'
 NN0795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 NN0795'MILES WEST-NORTHWEST OF SPRINGVIEW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0624 ***********************************************************************
 NP0624  DESIGNATION -  PAT
 NP0624  PID         -  NP0624
 NP0624  STATE/COUNTY-  NE/SHERIDAN
 NP0624  COUNTRY     -  US
 NP0624  USGS QUAD   -  WHITE LAKE (2017)
 NP0624
 NP0624                         *CURRENT SURVEY CONTROL
 NP0624  ______________________________________________________________________
 NP0624* NAD 83(1995) POSITION- 42 08 37.84494(N) 102 20 12.97739(W)   ADJUSTED
 NP0624* NAVD 88 ORTHO HEIGHT -  1273.    (meters)     4177.    (feet) SCALED
 NP0624  ______________________________________________________________________
 NP0624  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 NP0624  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 NP0624  HORZ ORDER      -  SECOND
 NP0624
 NP0624.The horizontal coordinates were established by classical geodetic methods
 NP0624.and adjusted by the National Geodetic Survey in August 1997.
 NP0624
 NP0624.The orthometric height was scaled from a topographic map.
 NP0624
 NP0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0624.GEOID18 height accuracy estimate available here.
 NP0624
 NP0624.Click photographs - Photos may exist for this station.
 NP0624
 NP0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0624
 NP0624. The following values were computed from the NAD 83(1995) position.
 NP0624
 NP0624;                    North         East     Units Scale Factor Converg.
 NP0624;SPC NE       -   259,140.853   306,897.064   MT  0.99972054   -1 32 55.3
 NP0624;SPC NE       -   850,197.95  1,006,878.12   sFT  0.99972054   -1 32 55.3
 NP0624;UTM  13      - 4,669,180.289   720,059.062   MT  1.00019590   +1 47 15.4
 NP0624
 NP0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0624!SPC NE       -   0.99980340  x   0.99972054  =   0.99952399
 NP0624!UTM  13      -   0.99980340  x   1.00019590  =   0.99999926
 NP0624
 NP0624:                Primary Azimuth Mark                     Grid Az
 NP0624:SPC NE       -  PAT AZ MK                                222 39 32.3
 NP0624:UTM  13      -  PAT AZ MK                                219 19 21.6
 NP0624
 NP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2005969180(NAD 83)
 NP0624
 NP0624|---------------------------------------------------------------------|
 NP0624| PID    Reference Object                     Distance      Geod. Az  |
 NP0624|                                                           dddmmss.s |
 NP0624| CQ4562 PAT RM 1                             13.880 METERS 02754     |
 NP0624| CQ4563 PAT RM 2                              9.220 METERS 12846     |
 NP0624| CQ4561 PAT AZ MK                                          2210637.0 |
 NP0624|---------------------------------------------------------------------|
 NP0624
 NP0624                          SUPERSEDED SURVEY CONTROL
 NP0624
 NP0624  NAD 83(1993)-  42 08 37.84256(N)    102 20 12.97837(W) AD(       ) 2
 NP0624  NAD 83(1986)-  42 08 37.84174(N)    102 20 12.97801(W) AD(       ) 2
 NP0624  NAD 27      -  42 08 37.92600(N)    102 20 11.29000(W) AD(       ) 2
 NP0624
 NP0624.Superseded values are not recommended for survey control.
 NP0624
 NP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0624.See file dsdata.pdf to determine how the superseded data were derived.
 NP0624
 NP0624_MARKER: DS = TRIANGULATION STATION DISK
 NP0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0624_STAMPING: PAT 1946
 NP0624_MARK LOGO: CGS
 NP0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0624+STABILITY: SURFACE MOTION
 NP0624
 NP0624  HISTORY     - Date     Condition        Report By
 NP0624  HISTORY     - 1946     MONUMENTED       CGS
 NP0624
 NP0624                          STATION DESCRIPTION
 NP0624
 NP0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0624'THE STATION IS 6.5 MILES, AIR LINE, NORTHEAST OF THE VILLAGE
 NP0624'OF LAKESIDE AND BELIEVED TO BE IN THE SW 1/4, SEC. 16, T 25 N,
 NP0624'R 43 W.  IT IS ON THE SUMMIT OF A PROMINENT GRASS-COVERED SAND
 NP0624'HILL THAT HAS A LARGE SAND BLOWOUT ON THE WEST SIDE, THE HILL
 NP0624'IS THE HIGHEST IN THE VICINITY.  IT PROJECTS 4 INCHES AND IS
 NP0624'STAMPED PAT 1946.
 NP0624'
 NP0624'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET BELOW STATION
 NP0624'ELEVATION AND IS 8 FEET EAST OF THE EAST EDGE OF A SAND BLOW
 NP0624'OUT.  IT PROJECTS 2 INCHES AND IS STAMPED PAT NO 1 1946.
 NP0624'
 NP0624'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET BELOW STATION
 NP0624'ELEVATION AND PROJECTS 3 INCHES.  IT IS STAMPED PAT NO 2 1946.
 NP0624'
 NP0624'AZIMUTH MARK IS 7.5 FEET NORTHEAST OF THE CENTER OF A CATTLE
 NP0624'GUARD, 7 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 3.5 FEET
 NP0624'EAST OF A WIRE FENCE.  IT PROJECTS 10 INCHES AND IS STAMPED
 NP0624'PAT 1946.
 NP0624'
 NP0624'TO REACH FROM JOES STORE IN THE VILLAGE OF LAKESIDE, CROSS AN
 NP0624'EAST-WEST MAIN STREET AND CONTINUE NORTH AND EAST ON MAIN
 NP0624'TRAVELED ROAD FOR 1.8 MILES TO A T ROAD RIGHT.  TURN RIGHT,
 NP0624'EAST, CROSSING OVER CATTLE GUARD AND FOLLOW MAIN TRACK ROAD
 NP0624'EAST AND NORTHEAST FOR 2.6 MILES TO A FORK, 70 FEET EAST OF
 NP0624'A CATTLE GUARD.  TAKE RIGHT FORK AND CONTINUE FOR 2.7 MILES
 NP0624'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.6 MILE TO
 NP0624'A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD, NORTHEAST, FOR
 NP0624'0.35 MILE TO A CATTLE GUARD.  *CROSS CATTLE GUARD AND FOLLOW
 NP0624'TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK AND GO
 NP0624'0.25 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 NP0624'CONTINUE NORTH ON TRACK ROAD, ALONG EAST SIDE OF LAKE, FOR
 NP0624'0.45 MILE.  TURN RIGHT, LEAVING ROAD, AND DRIVE
 NP0624'EAST-SOUTHEAST UP A GRASSY SLOPE FOR 0.8 MILE TO THE HIGHEST
 NP0624'POINT AND THE STATION AS DESCRIBED.
 NP0624'
 NP0624'*AZIMUTH MARK IS NORTH OF ROAD AND NORTHEAST OF CATTLE GUARD
 NP0624'MENTIONED ABOVE AND AS DESCRIBED IN AZIMUTH MARK DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1414 ***********************************************************************
 LF1414  DESIGNATION -  PAUL ST JOSEPHS CATH CH SPIRE
 LF1414  PID         -  LF1414
 LF1414  STATE/COUNTY-  NE/OTOE
 LF1414  COUNTRY     -  US
 LF1414  USGS QUAD   -  PAUL (2017)
 LF1414
 LF1414                         *CURRENT SURVEY CONTROL
 LF1414  ______________________________________________________________________
 LF1414* NAD 83(1995) POSITION- 40 34 50.56284(N) 095 56 06.02556(W)   ADJUSTED
 LF1414  ______________________________________________________________________
 LF1414  GEOID HEIGHT    -        -29.050 (meters)                     GEOID18
 LF1414  LAPLACE CORR    -         -8.53  (seconds)                    DEFLEC18
 LF1414  HORZ ORDER      -  THIRD
 LF1414
 LF1414.The horizontal coordinates were established by classical geodetic methods
 LF1414.and adjusted by the National Geodetic Survey in August 1997.
 LF1414
 LF1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1414.GEOID18 height accuracy estimate available here.
 LF1414
 LF1414.Click photographs - Photos may exist for this station.
 LF1414
 LF1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1414
 LF1414. The following values were computed from the NAD 83(1995) position.
 LF1414
 LF1414;                    North         East     Units Scale Factor Converg.
 LF1414;SPC NE       -    91,068.815   843,967.261   MT  0.99978782   +2 41 37.9
 LF1414;SPC NE       -   298,781.60  2,768,915.92   sFT  0.99978782   +2 41 37.9
 LF1414;UTM  15      - 4,496,354.721   251,586.930   MT  1.00035964   -1 54 36.9
 LF1414;UTM  14      - 4,496,729.852   759,416.399   MT  1.00042844   +1 59 41.8
 LF1414
 LF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5158696354(NAD 83)
 LF1414
 LF1414                          SUPERSEDED SURVEY CONTROL
 LF1414
 LF1414  NAD 83(1986)-  40 34 50.56918(N)    095 56 06.02100(W) AD(       ) 3
 LF1414  NAD 27      -  40 34 50.57400(N)    095 56 05.00200(W) AD(       ) 3
 LF1414
 LF1414.Superseded values are not recommended for survey control.
 LF1414
 LF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1414.See file dsdata.pdf to determine how the superseded data were derived.
 LF1414
 LF1414_MARKER: 90 = CHURCH SPIRE
 LF1414
 LF1414  HISTORY     - Date     Condition        Report By
 LF1414  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1414
 LF1414                          STATION DESCRIPTION
 LF1414
 LF1414'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1183 ***********************************************************************
 LH1183  DESIGNATION -  PAULINE
 LH1183  PID         -  LH1183
 LH1183  STATE/COUNTY-  NE/ADAMS
 LH1183  COUNTRY     -  US
 LH1183  USGS QUAD   -  PAULINE (2017)
 LH1183
 LH1183                         *CURRENT SURVEY CONTROL
 LH1183  ______________________________________________________________________
 LH1183* NAD 83(1995) POSITION- 40 26 13.03511(N) 098 18 57.23373(W)   ADJUSTED
 LH1183* NAVD 88 ORTHO HEIGHT -   563.    (meters)     1847.    (feet) SCALED
 LH1183  ______________________________________________________________________
 LH1183  GEOID HEIGHT    -        -25.606 (meters)                     GEOID18
 LH1183  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 LH1183  HORZ ORDER      -  THIRD
 LH1183
 LH1183.The horizontal coordinates were established by classical geodetic methods
 LH1183.and adjusted by the National Geodetic Survey in August 1997.
 LH1183
 LH1183.The orthometric height was scaled from a topographic map.
 LH1183
 LH1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1183.GEOID18 height accuracy estimate available here.
 LH1183
 LH1183.Click photographs - Photos may exist for this station.
 LH1183
 LH1183.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1183
 LH1183. The following values were computed from the NAD 83(1995) position.
 LH1183
 LH1183;                    North         East     Units Scale Factor Converg.
 LH1183;SPC NE       -    68,412.171   642,857.907   MT  0.99983098   +1 06 57.8
 LH1183;SPC NE       -   224,448.93  2,109,109.65   sFT  0.99983098   +1 06 57.8
 LH1183;UTM  14      - 4,476,481.368   558,021.030   MT  0.99964144   +0 26 37.4
 LH1183
 LH1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1183!SPC NE       -   0.99991567  x   0.99983098  =   0.99974667
 LH1183!UTM  14      -   0.99991567  x   0.99964144  =   0.99955714
 LH1183
 LH1183:                Primary Azimuth Mark                     Grid Az
 LH1183:SPC NE       -  PAULINE AZ MK                            181 02 10.1
 LH1183:UTM  14      -  PAULINE AZ MK                            181 42 30.5
 LH1183
 LH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5802176481(NAD 83)
 LH1183
 LH1183|---------------------------------------------------------------------|
 LH1183| PID    Reference Object                     Distance      Geod. Az  |
 LH1183|                                                           dddmmss.s |
 LH1183| CN9428 PAULINE AZ MK                                      1820907.9 |
 LH1183| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.16.2 KM 2244400.7 |
 LH1183| CN9429 PAULINE RM 1                         22.413 METERS 23329     |
 LH1183| CN9430 PAULINE RM 2                         22.870 METERS 30801     |
 LH1183|---------------------------------------------------------------------|
 LH1183
 LH1183                          SUPERSEDED SURVEY CONTROL
 LH1183
 LH1183  NAD 83(1986)-  40 26 13.04236(N)    098 18 57.23307(W) AD(       ) 3
 LH1183  NAD 27      -  40 26 12.98700(N)    098 18 56.04400(W) AD(       ) 3
 LH1183
 LH1183.Superseded values are not recommended for survey control.
 LH1183
 LH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1183.See file dsdata.pdf to determine how the superseded data were derived.
 LH1183
 LH1183_MARKER: DS = TRIANGULATION STATION DISK
 LH1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1183_STAMPING: PAULINE 1951
 LH1183_MARK LOGO: CGS
 LH1183_PROJECTION: FLUSH
 LH1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1183+STABILITY: SURFACE MOTION
 LH1183
 LH1183  HISTORY     - Date     Condition        Report By
 LH1183  HISTORY     - 1951     MONUMENTED       CGS
 LH1183  HISTORY     - 1970     MARK NOT FOUND   NGS
 LH1183
 LH1183                          STATION DESCRIPTION
 LH1183
 LH1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1183'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF PAULINE AND 6.5
 LH1183'MILES EAST OF AYR.  IT IS IN A RIGHT-OF-WAY FENCE LINE OF A
 LH1183'NORTH-SOUTH ROAD, JUST EAST OF A FARM HOUSE.  IT IS 134 FEET
 LH1183'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 74 AND 35 FEET EAST OF
 LH1183'CENTER LINE OF A NORTH-SOUTH ROAD.  IT IS STAMPED PAULINE 1951
 LH1183'AND IS FLUSH.
 LH1183'
 LH1183'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTERLINE OF
 LH1183'NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE. IT
 LH1183'IS STAMPED PAULINE NO 1 1951 AND PROJECTS 4 INCHES.
 LH1183'
 LH1183'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTERLINE OF A
 LH1183'NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 LH1183'IT IS STAMPED PAULINE 2 1951 AND PROJECTS 4 INCHES.
 LH1183'
 LH1183'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 89.95 FEET.
 LH1183'
 LH1183'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF A
 LH1183'NORTH-SOUTH ROAD, 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 LH1183'1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED PAULINE 1951 AND
 LH1183'PROJECTS 2 INCHES.
 LH1183'
 LH1183'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 281 AND
 LH1183'STATE HIGHWAY 74 AT THE EAST EDGE OF AYR, GO EAST ON U.S.
 LH1183'HIGHWAY 281 AND STATE HIGHWAY 74 FOR 1.5 MILES TO WHERE U.S.
 LH1183'HIGHWAY TURNS NORTH, KEEP STRAIGHT AHEAD ON STATE HIGHWAY 74
 LH1183'FOR 4.85 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO SOUTH 50
 LH1183'YARDS TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1183'
 LH1183'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE
 LH1183'TO THE MARK ON THE RIGHT AS DESCRIBED.
 LH1183
 LH1183                          STATION RECOVERY (1970)
 LH1183
 LH1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LH1183'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LH1183'AZIMUTH MARK WERE SEARCHED FOR AND WAS ASSUMED ALL MARKS WERE
 LH1183'DESTROYED BY ROAD CONSTRUCTION AND WHEN UNDERGROUND TELEPHONE CABLE
 LH1183'WAS INSTALLED AT THE STATION SITE.  A 3 FEET BY 8 FEET TRENCH WAS
 LH1183'DUG FROM THE MEASUREMENTS FROM THE ROADS AND THE UNDERGROUND MARK
 LH1183'WAS NOT FOUND.  THIS STATION SHOULD BE CONSIDERED DESTROYED.
 LH1183'
 LH1183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LH1183'NORTHEAST OF PAULINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0382 ***********************************************************************
 MM0382  DESIGNATION -  PAWNEE
 MM0382  PID         -  MM0382
 MM0382  STATE/COUNTY-  NE/LINCOLN
 MM0382  COUNTRY     -  US
 MM0382  USGS QUAD   -  BRADY NW (2017)
 MM0382
 MM0382                         *CURRENT SURVEY CONTROL
 MM0382  ______________________________________________________________________
 MM0382* NAD 83(1995) POSITION- 41 09 14.48481(N) 100 26 06.33071(W)   ADJUSTED
 MM0382* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 MM0382  ______________________________________________________________________
 MM0382  GEOID HEIGHT    -        -22.367 (meters)                     GEOID18
 MM0382  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 MM0382  HORZ ORDER      -  THIRD
 MM0382
 MM0382.The horizontal coordinates were established by classical geodetic methods
 MM0382.and adjusted by the National Geodetic Survey in August 1997.
 MM0382
 MM0382.The orthometric height was scaled from a topographic map.
 MM0382
 MM0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0382.GEOID18 height accuracy estimate available here.
 MM0382
 MM0382.Click photographs - Photos may exist for this station.
 MM0382
 MM0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0382
 MM0382. The following values were computed from the NAD 83(1995) position.
 MM0382
 MM0382;                    North         East     Units Scale Factor Converg.
 MM0382;SPC NE       -   146,722.569   463,490.753   MT  0.99967734   -0 17 18.0
 MM0382;SPC NE       -   481,372.30  1,520,635.91   sFT  0.99967734   -0 17 18.0
 MM0382;UTM  14      - 4,556,847.876   379,586.265   MT  0.99977845   -0 56 40.3
 MM0382
 MM0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0382!SPC NE       -   0.99986968  x   0.99967734  =   0.99954706
 MM0382!UTM  14      -   0.99986968  x   0.99977845  =   0.99964815
 MM0382
 MM0382:                Primary Azimuth Mark                     Grid Az
 MM0382:SPC NE       -  PAWNEE AZ MK                             166 24 32.3
 MM0382:UTM  14      -  PAWNEE AZ MK                             167 03 54.6
 MM0382
 MM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7958656847(NAD 83)
 MM0382
 MM0382|---------------------------------------------------------------------|
 MM0382| PID    Reference Object                     Distance      Geod. Az  |
 MM0382|                                                           dddmmss.s |
 MM0382| CN9432 PAWNEE RM 1                          37.417 METERS 02527     |
 MM0382| CN9431 PAWNEE AZ MK                                       1660714.3 |
 MM0382| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 7.6 KM 2501456.9 |
 MM0382| CN9433 PAWNEE RM 2                          46.397 METERS 31533     |
 MM0382|---------------------------------------------------------------------|
 MM0382
 MM0382                          SUPERSEDED SURVEY CONTROL
 MM0382
 MM0382  NAD 83(1986)-  41 09 14.49046(N)    100 26 06.33790(W) AD(       ) 3
 MM0382  NAD 27      -  41 09 14.48454(N)    100 26 04.85806(W) AD(       ) 3
 MM0382
 MM0382.Superseded values are not recommended for survey control.
 MM0382
 MM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0382.See file dsdata.pdf to determine how the superseded data were derived.
 MM0382
 MM0382_MARKER: DS = TRIANGULATION STATION DISK
 MM0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0382_STAMPING: PAWNEE 1951
 MM0382_MARK LOGO: CGS
 MM0382_PROJECTION: FLUSH
 MM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0382+STABILITY: SURFACE MOTION
 MM0382
 MM0382  HISTORY     - Date     Condition        Report By
 MM0382  HISTORY     - 1951     MONUMENTED       CGS
 MM0382
 MM0382                          STATION DESCRIPTION
 MM0382
 MM0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0382'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH-NORTHWEST OF
 MM0382'BRADY AND ABOUT 7.0 MILES NORTHEAST OF MAXWELL ON THE HIGHEST
 MM0382'POINT OF A PROMINENT SAND HILL.  IT IS STAMPED PAWNEE 1951 AND
 MM0382'IS FLUSH WITH THE GROUND SURFACE.
 MM0382'
 MM0382'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF HILL AND IS
 MM0382'ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 MM0382'STAMPED PAWNEE NO 1 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0382'
 MM0382'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF HILL AND IS
 MM0382'ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 MM0382'STAMPED PAWNEE NO 2 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0382'
 MM0382'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 159.44 FEET.
 MM0382'
 MM0382'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 2 FEET
 MM0382'EAST OF A WITNESS POST AND 1 FOOT WEST OF THE WEST END OF A
 MM0382'WIRE GATE.  IT IS STAMPED PAWNEE 1951 AND PROJECTS 3 INCHES.
 MM0382'
 MM0382'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 MM0382'IN BRADY, GO NORTHWEST ON U.S. HIGHWAY 30 FOR 3.75 MILES TO A
 MM0382'T ROAD RIGHT, TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 1.8 MILES
 MM0382'TO A CATTLE GUARD AND END OF GRADED ROAD, CROSS CATTLE GUARD AND
 MM0382'GO NORTHWEST ON TRACK ROAD FOR 0.5 MILE TO A FORK JUST AFTER
 MM0382'PASSING HOUSE ON RIGHT.  TAKE RIGHT FORK AND GO NORTH FOR 0.1
 MM0382'MILE TO A GATE IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND
 MM0382'CONTINUE NORTH ON TRACK ROAD FOR 1.3 MILES TO A CATTLE GUARD,
 MM0382'CROSS CATTLE GUARD AND CONTINUE NORTH ON TRACK ROAD FOR 0.3
 MM0382'MILE TO A FORK JUST AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK
 MM0382'AND CONTINUE NORTH FOR 0.6 MILE TO A GATE IN EAST-WEST FENCE
 MM0382'LINE.  PASS THROUGH GATE AND CONTINUE NORTH FOR 1.0 MILE TO A
 MM0382'FORK JUST AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK AND
 MM0382'CONTINUE NORTH FOR 0.45 MILE ON DIM TRACK ROAD TO A
 MM0382'WINDMILL, PASS TO THE EAST OF WINDMILL AND CONTINUE NORTH
 MM0382'ACROSS PASTURE FOR 0.5 MILE TO A GATE IN EAST-WEST FENCE LINE
 MM0382'AND AZIMUTH MARK ON LEFT AS DESCRIBED.  PASS THROUGH GATE
 MM0382'AND CONTINUE NORTH FOR 0.7 MILE, FROM THIS POINT TURN LEFT
 MM0382'AND GO SOUTHWEST UP HILL FOR 0.2 MILE TO HIGHEST POINT AND
 MM0382'STATION AS DESCRIBED.
 MM0382'
 MM0382'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0209 ***********************************************************************
 LG0209  DESIGNATION -  PAWNEE CITY
 LG0209  PID         -  LG0209
 LG0209  STATE/COUNTY-  NE/PAWNEE
 LG0209  COUNTRY     -  US
 LG0209  USGS QUAD   -  PAWNEE CITY (2017)
 LG0209
 LG0209                         *CURRENT SURVEY CONTROL
 LG0209  ______________________________________________________________________
 LG0209* NAD 83(1986) POSITION- 40 06 30.     (N) 096 09 15.     (W)   SCALED
 LG0209* NAVD 88 ORTHO HEIGHT -   362.798 (meters)     1190.28  (feet) ADJUSTED
 LG0209  ______________________________________________________________________
 LG0209  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 LG0209  DYNAMIC HEIGHT  -        362.599 (meters)     1189.63  (feet) COMP
 LG0209  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LG0209
 LG0209  VERT ORDER      -  SECOND    CLASS 0
 LG0209
 LG0209.The horizontal coordinates were scaled from a map and have
 LG0209.an estimated accuracy of +/- 6 seconds.
 LG0209
 LG0209.The orthometric height was determined by differential leveling and
 LG0209.adjusted by the NATIONAL GEODETIC SURVEY
 LG0209.in June 1991.
 LG0209
 LG0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0209.GEOID18 height accuracy estimate available here.
 LG0209
 LG0209.Click photographs - Photos may exist for this station.
 LG0209
 LG0209.The dynamic height is computed by dividing the NAVD 88
 LG0209.geopotential number by the normal gravity value computed on the
 LG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0209.degrees latitude (g = 980.6199 gals.).
 LG0209
 LG0209.The modeled gravity was interpolated from observed gravity values.
 LG0209
 LG0209;                    North         East    Units  Estimated Accuracy
 LG0209;SPC NE       -    37,830.      827,770.      MT  (+/- 180 meters Scaled)
 LG0209
 LG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK425436(NAD 83)
 LG0209
 LG0209                          SUPERSEDED SURVEY CONTROL
 LG0209
 LG0209  NGVD 29 (??/??/92)  362.691  (m)         1189.93   (f) ADJ UNCH    2 0
 LG0209
 LG0209.Superseded values are not recommended for survey control.
 LG0209
 LG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0209.See file dsdata.pdf to determine how the superseded data were derived.
 LG0209
 LG0209_MARKER: DB = BENCH MARK DISK
 LG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0209_STAMPING: PAWNEE CITY 1934
 LG0209_MARK LOGO: CGS
 LG0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0209+STABILITY: SURFACE MOTION
 LG0209
 LG0209  HISTORY     - Date     Condition        Report By
 LG0209  HISTORY     - 1934     MONUMENTED       CGS
 LG0209  HISTORY     - 1964     GOOD             USGS
 LG0209  HISTORY     - 19990520 GOOD             NEDR
 LG0209
 LG0209                          STATION DESCRIPTION
 LG0209
 LG0209'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LG0209'AT PAWNEE CITY.
 LG0209'IN THE NW CORNER OF THE COURT-HOUSE YARD, 45 FT. SOUTH AND 85 FT.
 LG0209'EAST OF THE STREET INTERSECTION, NW OF COURT-HOUSE, 5 FT. SOUTH OF
 LG0209'THE SOUTH EDGE OF AN E-W SIDE-WALK ALONG THE NORTH SIDE OF
 LG0209'SQUARE, AND 41 FT. W N W OF A FLAG-POLE.  SET IN A CONCRETE POST,
 LG0209'PROJECTING ABOUT .2 ABOVE THE GROUND.
 LG0209
 LG0209                          STATION RECOVERY (1999)
 LG0209
 LG0209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG0209'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF
 LG0209'SIDEWALK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1015 ***********************************************************************
 LG1015  DESIGNATION -  PAWNEE CITY MUN STANDPIPE
 LG1015  PID         -  LG1015
 LG1015  STATE/COUNTY-  NE/PAWNEE
 LG1015  COUNTRY     -  US
 LG1015  USGS QUAD   -  PAWNEE CITY (2017)
 LG1015
 LG1015                         *CURRENT SURVEY CONTROL
 LG1015  ______________________________________________________________________
 LG1015* NAD 83(1995) POSITION- 40 06 58.06210(N) 096 09 13.54928(W)   ADJUSTED
 LG1015  ______________________________________________________________________
 LG1015  GEOID HEIGHT    -        -28.712 (meters)                     GEOID18
 LG1015  LAPLACE CORR    -         -7.96  (seconds)                    DEFLEC18
 LG1015  HORZ ORDER      -  THIRD
 LG1015
 LG1015.The horizontal coordinates were established by classical geodetic methods
 LG1015.and adjusted by the National Geodetic Survey in August 1997.
 LG1015
 LG1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1015.GEOID18 height accuracy estimate available here.
 LG1015
 LG1015.Click photographs - Photos may exist for this station.
 LG1015
 LG1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1015
 LG1015. The following values were computed from the NAD 83(1995) position.
 LG1015
 LG1015;                    North         East     Units Scale Factor Converg.
 LG1015;SPC NE       -    38,692.020   827,763.206   MT  0.99994953   +2 32 56.0
 LG1015;SPC NE       -   126,942.07  2,715,753.12   sFT  0.99994953   +2 32 56.0
 LG1015;UTM  14      - 4,444,530.156   742,558.932   MT  1.00032434   +1 50 05.4
 LG1015
 LG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4255844530(NAD 83)
 LG1015
 LG1015                          SUPERSEDED SURVEY CONTROL
 LG1015
 LG1015  NAD 83(1986)-  40 06 58.07029(N)    096 09 13.54556(W) AD(       ) 3
 LG1015  NAD 27      -  40 06 58.07100(N)    096 09 12.52400(W) AD(       ) 3
 LG1015
 LG1015.Superseded values are not recommended for survey control.
 LG1015
 LG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1015.See file dsdata.pdf to determine how the superseded data were derived.
 LG1015
 LG1015_MARKER: 52 = STANDPIPE TANK
 LG1015
 LG1015  HISTORY     - Date     Condition        Report By
 LG1015  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1015  HISTORY     - 20050716 MARK NOT FOUND   USPSQD
 LG1015
 LG1015                          STATION DESCRIPTION
 LG1015
 LG1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1015'THE STANDPIPE IS LOCATED IN THE NORTHWEST EDGE OF PAWNEE CITY.
 LG1015'IT IS A ROUND STEEL STRUCTURE, 12 FEET IN DIAMETER AND 125 FEET
 LG1015'HIGH.  IT IS 150 FEET EAST OF STATE HIGHWAY 4 AND 50 AND 250 FEET
 LG1015'SOUTH OF AN EAST-WEST STREET.  THE POINT OBSERVED UPON WAS THE
 LG1015'CENTER OF THE STANDPIPE.
 LG1015
 LG1015                          STATION RECOVERY (2005)
 LG1015
 LG1015'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG1015'STATION NOT FOUND. SITE LOCATED. NO 12-FOOT DIAMETER STANDPIPE EXISTS
 LG1015'AT SITE. STATE HIGHWAY 4 REFERENCED IN THE 1947 DESCRIPTION NO LONGER
 LG1015'GOES THROUGH PAWNEE CITY. A NEW WATER TANK HAS BEEN ERECTED AT THE
 LG1015'SITE, NORTH OF 13TH STREET AND EAST OF STATE HIGHWAY 50.  THIS STATION
 LG1015'SOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1131 ***********************************************************************
 AI1131  DESIGNATION -  PAWNEE CITY RESET
 AI1131  PID         -  AI1131
 AI1131  STATE/COUNTY-  NE/PAWNEE
 AI1131  COUNTRY     -  US
 AI1131  USGS QUAD   -  PAWNEE CITY (2017)
 AI1131
 AI1131                         *CURRENT SURVEY CONTROL
 AI1131  ______________________________________________________________________
 AI1131* NAD 83(1986) POSITION- 40 06 30.0    (N) 096 09 14.5    (W)   HD_HELD2
 AI1131* NAVD 88 ORTHO HEIGHT -   362.71  (meters)     1190.0   (feet) RESET
 AI1131  ______________________________________________________________________
 AI1131  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 AI1131  VERT ORDER      -  THIRD
 AI1131
 AI1131.The horizontal coordinates were established by autonomous hand held GPS
 AI1131.observations and have an estimated accuracy of +/- 10 meters.
 AI1131
 AI1131.The orthometric height was computed from unverified reset data.
 AI1131
 AI1131.No vertical observational check was made to the station.
 AI1131
 AI1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1131.GEOID18 height accuracy estimate available here.
 AI1131
 AI1131.Click photographs - Photos may exist for this station.
 AI1131
 AI1131;                    North         East    Units  Estimated Accuracy
 AI1131;SPC NE       -    37,826.      827,779.      MT  (+/- 10 meters HH2 GPS)
 AI1131
 AI1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4256443664(NAD 83)
 AI1131
 AI1131                          SUPERSEDED SURVEY CONTROL
 AI1131
 AI1131.No superseded survey control is available for this station.
 AI1131
 AI1131_MARKER: DV = VERTICAL CONTROL DISK
 AI1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1131_STAMPING: PAWNEE CITY RESET 1999
 AI1131_MARK LOGO: NGS
 AI1131_PROJECTION: FLUSH
 AI1131_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1131+STABILITY: SURFACE MOTION
 AI1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1131+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1131
 AI1131  HISTORY     - Date     Condition        Report By
 AI1131  HISTORY     - 1999     MONUMENTED       NEDR
 AI1131  HISTORY     - 20120713 GOOD             GEOCAC
 AI1131
 AI1131                          STATION DESCRIPTION
 AI1131
 AI1131'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI1131'THE MARK IS IN PAWNEE CITY, AT THE PAWNEE COUNTY COURTHOUSE, IN THE
 AI1131'NORTHWEST CORNER OF THE LAWN AND IN SEC35, T2N, R11E.  THE DISK IS SET
 AI1131'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 93.61 FT (28.53 M)
 AI1131'NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK WALL OF THE COURTHOUSE
 AI1131'STEPS, 81.6 FT (24.9 M) EAST OF THE CENTERLINE OF F STREET, 59.0 FT
 AI1131'(18.0 M) SOUTH OF THE CENTERLINE OF 6TH STREET AND 36.47 FT (11.12 M)
 AI1131'WEST OF A CHISELED X ON A CONCRETE CURB.  A MAGNET WAS PLACED INTO THE
 AI1131'MARK.
 AI1131
 AI1131                          STATION RECOVERY (2012)
 AI1131
 AI1131'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 AI1131'THE DISK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0465 ***********************************************************************
 MM0465  DESIGNATION -  PAXTON
 MM0465  PID         -  MM0465
 MM0465  STATE/COUNTY-  NE/KEITH
 MM0465  COUNTRY     -  US
 MM0465  USGS QUAD   -  NEVENS (2017)
 MM0465
 MM0465                         *CURRENT SURVEY CONTROL
 MM0465  ______________________________________________________________________
 MM0465* NAD 83(1995) POSITION- 41 08 45.79642(N) 101 26 59.78527(W)   ADJUSTED
 MM0465* NAVD 88 ORTHO HEIGHT -  1041.2   (meters)     3416.    (feet) VERTCON
 MM0465  ______________________________________________________________________
 MM0465  GEOID HEIGHT    -        -21.422 (meters)                     GEOID18
 MM0465  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 MM0465  HORZ ORDER      -  FIRST
 MM0465
 MM0465.The horizontal coordinates were established by classical geodetic methods
 MM0465.and adjusted by the National Geodetic Survey in August 1997.
 MM0465
 MM0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0465
 MM0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0465.GEOID18 height accuracy estimate available here.
 MM0465
 MM0465.Click photographs - Photos may exist for this station.
 MM0465
 MM0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0465
 MM0465. The following values were computed from the NAD 83(1995) position.
 MM0465
 MM0465;                    North         East     Units Scale Factor Converg.
 MM0465;SPC NE       -   146,766.281   378,323.561   MT  0.99967820   -0 57 39.1
 MM0465;SPC NE       -   481,515.71  1,241,216.55   sFT  0.99967820   -0 57 39.1
 MM0465;UTM  14      - 4,557,863.884   294,403.246   MT  1.00012026   -1 36 45.3
 MM0465
 MM0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0465!SPC NE       -   0.99984006  x   0.99967820  =   0.99951831
 MM0465!UTM  14      -   0.99984006  x   1.00012026  =   0.99996030
 MM0465
 MM0465:                Primary Azimuth Mark                     Grid Az
 MM0465:SPC NE       -  PAXTON RM 1 AZIMUTH                      018 04 47.5
 MM0465:UTM  14      -  PAXTON RM 1 AZIMUTH                      018 43 53.7
 MM0465
 MM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9440357863(NAD 83)
 MM0465
 MM0465|---------------------------------------------------------------------|
 MM0465| PID    Reference Object                     Distance      Geod. Az  |
 MM0465|                                                           dddmmss.s |
 MM0465| CP7926 PAXTON RM 1 AZIMUTH                                0170708.4 |
 MM0465| CP7927 PAXTON RM 2                          31.519 METERS 14637     |
 MM0465| CP7928 PAXTON RM 3                          50.246 METERS 35316     |
 MM0465|---------------------------------------------------------------------|
 MM0465
 MM0465                          SUPERSEDED SURVEY CONTROL
 MM0465
 MM0465  NAD 83(1986)-  41 08 45.79900(N)    101 26 59.79090(W) AD(       ) 1
 MM0465  NAD 27      -  41 08 45.82700(N)    101 26 58.18600(W) AD(       ) 1
 MM0465  NGVD 29 (07/19/86) 1040.8    (m)         3415.     (f) VERT ANG       
 MM0465
 MM0465.Superseded values are not recommended for survey control.
 MM0465
 MM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0465.See file dsdata.pdf to determine how the superseded data were derived.
 MM0465
 MM0465_MARKER: DS = TRIANGULATION STATION DISK
 MM0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0465_STAMPING: PAXTON 1933
 MM0465_MARK LOGO: CGS
 MM0465_PROJECTION: PROJECTING 7 CENTIMETERS
 MM0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0465+STABILITY: SURFACE MOTION
 MM0465
 MM0465  HISTORY     - Date     Condition        Report By
 MM0465  HISTORY     - 1933     MONUMENTED       CGS
 MM0465  HISTORY     - 1967     GOOD             NEDR
 MM0465  HISTORY     - 1971     GOOD             NGS
 MM0465  HISTORY     - 1973     GOOD             USGS
 MM0465  HISTORY     - 1978     GOOD             LOCENG
 MM0465  HISTORY     - 20230901 GOOD             INDIV
 MM0465
 MM0465                          STATION DESCRIPTION
 MM0465
 MM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0465'ABOUT 5 MILES NORTH OF WEST OF PAXTON ON A PROMINENT HILL AT EAST
 MM0465'END OF TABLE-LAND BETWEEN NORTH PLATTE AND SOUTH PLATTE RIVERS
 MM0465'IN NORTHEAST QUARTER SEC. 33, T. 14 N., R. 36 W.
 MM0465'
 MM0465'REACHED FROM PAXTON VIA MAIN STREET NORTH 2.2 MILES TO GRAVELED
 MM0465'ROAD LEADING WEST, THENCE WEST, NORTH AND WEST 4.4 MILES TO
 MM0465'POINT WHERE HIGHWAY TURNS NORTH.  AZIMUTH MARK IS SOUTH OF
 MM0465'ROAD AT THIS POINT.  TURN SOUTHWEST PAST J.J. BASSETTS HOUSE AND
 MM0465'FOLLOW FARM ROAD 0.7 MILE TO A LARGE DRAW, THENCE FOLLOW UP DRAW
 MM0465'0.7 MILE TO HEAD, THENCE NORTHEAST 250 YARDS TO STATION.  TRUCK
 MM0465'TO STATION.  STATION IS ON HIGHEST POINT IN VICINITY.
 MM0465'
 MM0465'REFERENCE MARK NO. 1, AZIMUTH MARK, IS EAST OF NORTH OF STATION
 MM0465'IN SOUTH FENCE LINE OF HIGHWAY JUST EAST OF GATE TO RANCH AS
 MM0465'NOTED ABOVE.
 MM0465'
 MM0465'REFERENCE MARK NO. 2 IS EAST OF SOUTH OF STATION ON SOUTH
 MM0465'SLOPE OF SAME RIDGE.
 MM0465'
 MM0465'REFERENCE MARK NO. 3 IS NORTH OF STATION ON NORTH END OF
 MM0465'SAME RIDGE.
 MM0465'
 MM0465'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0465
 MM0465                          STATION RECOVERY (1967)
 MM0465
 MM0465'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0465'STATION, REF. NO. 1 (AX.), REF. NO. 2, REF. NO. 3 WERE ALL
 MM0465'FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED IN 1951 RECOVERY
 MM0465'NOTE.  AZIMUTH MARK COULD NOT BE TURNED BECAUSE OF TREES ON
 MM0465'LINE NEAR FARM HOUSE.
 MM0465
 MM0465                          STATION RECOVERY (1971)
 MM0465
 MM0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0465'STATION, RM 1 (AZ MARK), RM 2 AND RM 3 ALL RECOVERED IN GOOD
 MM0465'CONDITION.  AZIMUTH MARK IS NO LONGER VISIBLE FROM STATION DUE TO
 MM0465'TREES.
 MM0465'
 MM0465'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 MM0465'INTERSECTION OF MAIN ST. AND U.S. HWY 30 IN PAXTON, NEB., GO WEST ON
 MM0465'HWY 30 FOR 5.15 MILES TO A CATTLEGUARD AND TRACK ROAD (LEADING TO
 MM0465'GLEN BASSET FARM) ON THE RIGHT.  TURN RIGHT (NORTH) ON TRACK ROAD FOR
 MM0465'1.0 MILE TO THE BASSET HOME.  CONTINUE NORTHERLY (BETWEEN HOUSE AND
 MM0465'GARAGE) ON TRACK ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ON THE
 MM0465'RIGHT.  TURN RIGHT (EAST) INTO FIELD AND PROCEED NORTHEAST FOR 0.3
 MM0465'MILE TO A GATE IN A NORTH-SOUTH FENCELINE.  ENTER GATE AND GO SOUTH
 MM0465'AND EAST FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 MM0465
 MM0465                          STATION RECOVERY (1973)
 MM0465
 MM0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 MM0465'STA. MK., R.M. 2 AND R.M. 3 WERE FOUND IN GOOD CONDITION AS
 MM0465'DESCRIBED.  R.M. 1 (AZ. MK.) WAS NOT VISITED.
 MM0465'
 MM0465'DISTANCE TO R.M. 2 MISSED -0.02 FT.  R.M. 3 MISSED -0.01 FT.
 MM0465'
 MM0465'DIRECTION TO R.M. 2 MISSED -27.67 SECONDS IN AZIMUTH.  R.M.
 MM0465'3 MISSED +10.05 SECONDS IN AZIMUTH.
 MM0465'
 MM0465'THE OLD DESCRIPTION IS ADEQUATE.
 MM0465
 MM0465                          STATION RECOVERY (1978)
 MM0465
 MM0465'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (LRS)
 MM0465'PAXTON U.S.C. AND G.S. RECOVERED GOOD.  ALL REFERENCE MARKS FOUND
 MM0465'INCLUDING AZIMUTH MARK.
 MM0465'
 MM0465'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MI. N. AND 4.4 MI. W.
 MM0465'OF PAXTON.
 MM0465
 MM0465                          STATION RECOVERY (2023)
 MM0465
 MM0465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (TJ)
 MM0465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0462 ***********************************************************************
 NO0462  DESIGNATION -  PEAK
 NO0462  PID         -  NO0462
 NO0462  STATE/COUNTY-  NE/CHERRY
 NO0462  COUNTRY     -  US
 NO0462  USGS QUAD   -  INDIAN HILL (2017)
 NO0462
 NO0462                         *CURRENT SURVEY CONTROL
 NO0462  ______________________________________________________________________
 NO0462* NAD 83(1995) POSITION- 42 36 24.75671(N) 101 28 52.74005(W)   ADJUSTED
 NO0462* NAVD 88 ORTHO HEIGHT -  1090.    (meters)     3576.    (feet) SCALED
 NO0462  ______________________________________________________________________
 NO0462  GEOID HEIGHT    -        -19.624 (meters)                     GEOID18
 NO0462  LAPLACE CORR    -         -5.56  (seconds)                    DEFLEC18
 NO0462  HORZ ORDER      -  SECOND
 NO0462
 NO0462.The horizontal coordinates were established by classical geodetic methods
 NO0462.and adjusted by the National Geodetic Survey in August 1997.
 NO0462
 NO0462.The orthometric height was scaled from a topographic map.
 NO0462
 NO0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0462.GEOID18 height accuracy estimate available here.
 NO0462
 NO0462.Click photographs - Photos may exist for this station.
 NO0462
 NO0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0462
 NO0462. The following values were computed from the NAD 83(1995) position.
 NO0462
 NO0462;                    North         East     Units Scale Factor Converg.
 NO0462;SPC NE       -   308,994.341   378,469.774   MT  0.99984356   -0 58 54.0
 NO0462;SPC NE       - 1,013,758.93  1,241,696.25   sFT  0.99984356   -0 58 54.0
 NO0462;UTM  14      - 4,720,145.225   296,461.961   MT  1.00010972   -1 40 49.2
 NO0462
 NO0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0462!SPC NE       -   0.99983210  x   0.99984356  =   0.99967568
 NO0462!UTM  14      -   0.99983210  x   1.00010972  =   0.99994180
 NO0462
 NO0462:                Primary Azimuth Mark                     Grid Az
 NO0462:SPC NE       -  PEAK AZ MK                               135 05 33.8
 NO0462:UTM  14      -  PEAK AZ MK                               135 47 29.0
 NO0462
 NO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9646120145(NAD 83)
 NO0462
 NO0462|---------------------------------------------------------------------|
 NO0462| PID    Reference Object                     Distance      Geod. Az  |
 NO0462|                                                           dddmmss.s |
 NO0462| CQ4576 PEAK RM 1                            10.070 METERS 00622     |
 NO0462| CQ4575 PEAK AZ MK                                         1340639.8 |
 NO0462| CQ4577 PEAK RM 2                            13.564 METERS 22241     |
 NO0462|---------------------------------------------------------------------|
 NO0462
 NO0462                          SUPERSEDED SURVEY CONTROL
 NO0462
 NO0462  NAD 83(1986)-  42 36 24.75267(N)    101 28 52.74634(W) AD(       ) 2
 NO0462  NAD 27      -  42 36 24.76700(N)    101 28 51.16800(W) AD(       ) 2
 NO0462
 NO0462.Superseded values are not recommended for survey control.
 NO0462
 NO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0462.See file dsdata.pdf to determine how the superseded data were derived.
 NO0462
 NO0462_MARKER: DS = TRIANGULATION STATION DISK
 NO0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0462_STAMPING: PEAK 1949
 NO0462_MARK LOGO: CGS
 NO0462_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0462
 NO0462  HISTORY     - Date     Condition        Report By
 NO0462  HISTORY     - 1949     MONUMENTED       CGS
 NO0462
 NO0462                          STATION DESCRIPTION
 NO0462
 NO0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0462'THE STATION IS LOCATED ABOUT 23-1/2 MILES SOUTH OF ELI AND
 NO0462'ABOUT 1/2 MILE SOUTH OF THE SNAKE RIVER ON THE HIGHEST POINT
 NO0462'OF THE MOST PROMINENT SAND RIDGE FOR MILES AROUND AND ON LAND
 NO0462'OWNED BY THE METZGERS RANCH.  IT IS 4 FEET EAST OF THE WEST
 NO0462'EDGE OF THE RIDGE AND 12 FEET NORTH OF WITNESS POST.  IT IS
 NO0462'A U.S.C. AND G. SURVEY STATION MARK DISK WELDED ON THE BELL END
 NO0462'OF A 4 INCH CAST IRON PIPE SET 3 FEET IN THE GROUND, STAMPED
 NO0462'PEAK 1949 AND PROJECTS 12 INCHES.
 NO0462'
 NO0462'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET
 NO0462'ON THE NORTH POINT OF THE RIDGE AND ON ABOUT THE SAME ELEVATION
 NO0462'AS THE STATION MARK.  IT IS A U.S.C. AND G. SURVEY REFERENCE MARK
 NO0462'DISK WELDED ON THE BELL END OF A 4 INCH CAST IRON PIPE SET
 NO0462'3 FEET IN THE GROUND, STAMPED PEAK NO 1 1949 AND PROJECTS 6
 NO0462'INCHES.
 NO0462'
 NO0462'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET ON THE
 NO0462'SOUTHWEST END OF THE RIDGE AND ABOUT 2 FEET LOWER IN ELEVATION
 NO0462'THAN STATION MARK.  IT IS A U.S.C. AND G. SURVEY REFERENCE
 NO0462'MARK DISK WELDED ON THE BELL END OF A 4 INCH CAST IRON PIPE
 NO0462'SET 3 FEET IN THE GROUND, STAMPED PEAK NO 2 1949 AND PROJECTS
 NO0462'8 INCHES.
 NO0462'
 NO0462'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0462'NO 2 IS 73.64 FEET.
 NO0462'
 NO0462'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION,
 NO0462'1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 2-1/2 FEET NORTH
 NO0462'OF WITNESS POST.  IT IS STAMPED PEAK 1949 AND PROJECTS 2
 NO0462'INCHES.
 NO0462'
 NO0462'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0462'WEST AND SOUTH FOR 9.4 MILES TO THE BRIDGE OVER THE NIOBRARA
 NO0462'RIVER, CONTINUE ON MAIN ROAD TAKING LEFT FORK JUST AFTER
 NO0462'CROSSING BRIDGE FOR 0.9 MILE TO FORKS, BEAR RIGHT AND CONTINUE
 NO0462'FOR 0.75 MILES TO ENTRANCE TO THE NEBRASKA NATIONAL FOREST,
 NO0462'CONTINUE ON GRAVELED ROAD FOR 2.75 MILES TO PLANTING CAMP ON
 NO0462'THE LEFT, CONTINUE SOUTH AND WEST ON GRAVELED ROAD FOR 6.15
 NO0462'MILES TO CATTLE GUARD AND NATIONAL FOREST BOUNDARY, CONTINUE
 NO0462'WEST, SOUTH AND WEST ON SAND TRACK ROAD FOR 1.55 MILES TO THE
 NO0462'DIAMOND BAR RANCH ON THE RIGHT, CONTINUE WEST PASSING
 NO0462'BETWEEN HOUSE AND LOW RED BARN FOR 0.4 MILE TO FORKS, BEAR
 NO0462'LEFT ON MAIN TRACK ROAD FOR 0.9 MILE TO CATTLE GUARD,
 NO0462'CONTINUE SOUTH AND WEST ON TRACK ROAD FOR 0.8 MILE TO
 NO0462'CATTLE GUARD, CONTINUE WEST AND SOUTH ON MAIN TRACK ROAD FOR
 NO0462'1.85 MILES TO CATTLE GUARD, CONTINUE SOUTH AND WEST ON
 NO0462'MAIN TRACK ROAD FOR 3.0 MILES TO CATTLE GUARD, CONTINUE ON
 NO0462'MAIN TRACK ROAD FOR 1.85 MILES TO BRIDGE OVER THE SNAKE
 NO0462'RIVER AND RANCH HOUSE ON THE LEFT, CONTINUE SOUTH AND WEST
 NO0462'ON MAIN TRACK ROAD FOR 0.8 MILE TO CATTLE GUARD, CONTINUE FOR
 NO0462'0.45 MILE TO FORKS JUST AFTER CROSSING CATTLE GUARD, BEAR RIGHT
 NO0462'AND FOLLOW SANDY ROAD WESTERLY FOR 1.5 MILES TO WIRE GATE,
 NO0462'PASS THROUGH GATE AND CONTINUE WESTERLY FOR 1.2 MILES TO
 NO0462'ANOTHER WIRE GATE, PASS THROUGH GATE AND CONTINUE
 NO0462'SOUTHWESTERLY FOR 2.05 MILES TO WIRE GATE, PASS THROUGH GATE
 NO0462'AND CONTINUE WESTERLY FOR 0.55 MILE TO TAYLORS RANCH, TURN
 NO0462'RIGHT PASSING TO THE EAST OF RANCH HOUSE AND GO NORTH ON
 NO0462'TRACK ROAD FOR 0.3 MILE TO CATTLE GUARD, CONTINUE NORTHERLY
 NO0462'ON MAIN TRACK ROAD FOR 0.8 MILE TO FORKS, CONTINUE STRAIGHT
 NO0462'AHEAD ON RIGHT FORK FOR 0.35 MILE TO CATTLE GUARD, CONTINUE
 NO0462'STRAIGHT AHEAD FOR 0.7 MILE TO FORKS, BEAR RIGHT AND CONTINUE
 NO0462'ON MAIN TRACK ROAD FOR 1.55 MILES TO CROSS-TRAILS (THIS POINT
 NO0462'IS ABOUT 0.15 MILE NORTH OF OLD DESERTED RANCH HOUSE) TURN
 NO0462'LEFT OFF OF TRACK ROAD AND GO WEST UP VALLEY FOR 0.65 MILE
 NO0462'TO WINDMILL ABOUT 0.1 NORTH, CONTINUE WEST AND SOUTHWEST UP
 NO0462'VALLEY FOR 0.75 MILE TO DIM FORKS, BEAR RIGHT AND FOLLOW
 NO0462'DIM TRACK ROAD WEST AND NORTH FOR 1.0 MILE TO WIRE GATE
 NO0462'IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE
 NO0462'NORTHERLY ON TRACK ROAD FOR 0.55 MILE TO WIRE GATE IN
 NO0462'NORTH-SOUTH FENCE LINE ON THE LEFT, TURN LEFT THROUGH GATE
 NO0462'AND GO WEST UP VALLEY FOR ABOUT 0.05 MILE THEN BEAR LEFT AND
 NO0462'FOLLOW DIM TRACK ROAD SOUTHWEST AND WEST UP VALLEY FOR 1.6
 NO0462'MILES TO WINDMILL, CONTINUE WEST KEEPING NEAR THE CENTER OF
 NO0462'VALLEY FOR 0.9 MILE, HERE BEAR RIGHT ACROSS A LOW RIDGE AND
 NO0462'CONTINUE NORTHWEST ACROSS RIDGE AND UP A DEEP VALLEY FOR
 NO0462'0.65 MILE TO NORTH-SOUTH FENCE LINE, (THERE ARE TWO
 NO0462'TRIANGULAR BLAZED FENCE POSTS AT THIS POINT AND AZIMUTH
 NO0462'MARK AS DESCRIBED.  THE STATION IS VISIBLE FROM THIS
 NO0462'POINT, ON THE HIGHEST POINT TO THE NORTHWEST), LET FENCE
 NO0462'LINE DOWN AND PICK ROAD WESTERLY UP SANDY VALLEY FOR 0.55
 NO0462'MILE TO WINDMILL, FROM THIS POINT PICK ROAD NORTHERLY OVER
 NO0462'SAND HILLS FOR ABOUT 0.6 MILE TO THE HIGHEST POINT AND STATION
 NO0462'AS DESCRIBED.  TRUCKS CAN BE DRIVEN TO WITHIN 25 YARDS OF THE
 NO0462'SUMMIT OF HILL.
 NO0462'
 NO0462'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1751 ***********************************************************************
 NM1751  DESIGNATION -  PEARSON
 NM1751  PID         -  NM1751
 NM1751  STATE/COUNTY-  NE/CEDAR
 NM1751  COUNTRY     -  US
 NM1751  USGS QUAD   -  HARTINGTON SW (2017)
 NM1751
 NM1751                         *CURRENT SURVEY CONTROL
 NM1751  ______________________________________________________________________
 NM1751* NAD 83(1995) POSITION- 42 31 05.55102(N) 097 27 50.51233(W)   ADJUSTED
 NM1751* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 NM1751  ______________________________________________________________________
 NM1751  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 NM1751  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 NM1751  HORZ ORDER      -  FIRST
 NM1751
 NM1751.The horizontal coordinates were established by classical geodetic methods
 NM1751.and adjusted by the National Geodetic Survey in August 1997.
 NM1751
 NM1751.The orthometric height was scaled from a topographic map.
 NM1751
 NM1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1751.GEOID18 height accuracy estimate available here.
 NM1751
 NM1751.Click photographs - Photos may exist for this station.
 NM1751
 NM1751.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1751
 NM1751. The following values were computed from the NAD 83(1995) position.
 NM1751
 NM1751;                    North         East     Units Scale Factor Converg.
 NM1751;SPC NE       -   301,160.730   708,325.186   MT  0.99981489   +1 40 50.1
 NM1751;SPC NE       -   988,058.16  2,323,896.88   sFT  0.99981489   +1 40 50.1
 NM1751;UTM  14      - 4,708,458.010   626,169.327   MT  0.99979585   +1 02 17.5
 NM1751
 NM1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1751!SPC NE       -   0.99991425  x   0.99981489  =   0.99972916
 NM1751!UTM  14      -   0.99991425  x   0.99979585  =   0.99971012
 NM1751
 NM1751:                Primary Azimuth Mark                     Grid Az
 NM1751:SPC NE       -  PEARSON AZ MK                            355 50 30.9
 NM1751:UTM  14      -  PEARSON AZ MK                            356 29 03.5
 NM1751
 NM1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2616908458(NAD 83)
 NM1751
 NM1751|---------------------------------------------------------------------|
 NM1751| PID    Reference Object                     Distance      Geod. Az  |
 NM1751|                                                           dddmmss.s |
 NM1751| CO3443 PEARSON RM 1                         16.327 METERS 09040     |
 NM1751| NM1791 WAUSA LUTHERAN CHURCH SPIRE         APPROX. 6.8 KM 2504509.9 |
 NM1751| CO3444 PEARSON RM 2                         18.409 METERS 26939     |
 NM1751| CO3442 PEARSON AZ MK                                      3573121.0 |
 NM1751|---------------------------------------------------------------------|
 NM1751
 NM1751                          SUPERSEDED SURVEY CONTROL
 NM1751
 NM1751  NAD 83(1986)-  42 31 05.55733(N)    097 27 50.50267(W) AD(       ) 1
 NM1751  NAD 27      -  42 31 05.55000(N)    097 27 49.28200(W) AD(       ) 1
 NM1751
 NM1751.Superseded values are not recommended for survey control.
 NM1751
 NM1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1751.See file dsdata.pdf to determine how the superseded data were derived.
 NM1751
 NM1751_MARKER: DS = TRIANGULATION STATION DISK
 NM1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1751_STAMPING: PEARSON 1940
 NM1751_MARK LOGO: CGS
 NM1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1751+STABILITY: SURFACE MOTION
 NM1751
 NM1751  HISTORY     - Date     Condition        Report By
 NM1751  HISTORY     - 1940     MONUMENTED       CGS
 NM1751  HISTORY     - 1962     GOOD             CGS
 NM1751  HISTORY     - 1971     GOOD             USGS
 NM1751  HISTORY     - 1977     GOOD             NEDR
 NM1751
 NM1751                          STATION DESCRIPTION
 NM1751
 NM1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1751'STATION PEARSON IS 12-1/4 MILES SOUTHWEST OF HARTINGTON, 4
 NM1751'MILES EAST-NORTHEAST OF WAUSA, 100 YARDS EAST OF THE CENTER
 NM1751'OF SEC. 5, T. 29 N., R. 1 W., ALONG AN EAST-WEST FENCE LINE
 NM1751'ON THE PROPERTY OF OLAF G. PEARSON, 1/2 MILE SOUTH OF HIS
 NM1751'RESIDENCE, ON THE HIGHEST GROUND IN THE VICINITY.
 NM1751'
 NM1751'TO REACH FROM RANDOLPH, GO WEST ON U.S. HIGHWAY 20 FOR 5.6 MILES
 NM1751'AND TURN RIGHT (NORTH) ON STATE HIGHWAY 59, GO 5.8 MILES AND
 NM1751'KEEP STRAIGHT AHEAD NORTH ON COUNTY ROAD WHERE THE HIGHWAY
 NM1751'TURNS NORTHWEST, GO 4.6 MILES TO STATION IN FIELD, 378 FEET EAST
 NM1751'OF ROAD.  TO REACH AZIMUTH MARK CONTINUE STRAIGHT AHEAD (NORTH)
 NM1751'ON COUNTY ROAD FOR 1.4 MILES TO AZIMUTH MARK NEAR SCHOOLHOUSE
 NM1751'FENCE ON WEST SIDE OF ROAD.
 NM1751'
 NM1751'STATION MARK IS ON THE HIGH POINT OF A SMALL KNOLL ON THE SOUTH
 NM1751'SIDE OF A PASTURE 378 FEET EAST OF CENTERLINE OF COUNTY ROAD,
 NM1751'344 FEET EAST OF SOUTHWEST FENCE CORNER OF PASTURE, 1 FOOT NORTH
 NM1751'OF EAST-WEST FENCE LINE, 4 FEET WEST OF NORTH-SOUTH CROSS FENCE
 NM1751'CORNER, IS STAMPED PEARSON 1940, AND PROJECTS 8 INCHES.
 NM1751'
 NM1751'REFERENCE MARK NO. 1 IS 6 INCHES NORTH OF EAST-WEST FENCE LINE,
 NM1751'ABOUT 1 FOOT LOWER THAN STATION, 50-1/2 FEET EAST OF NORTH-SOUTH
 NM1751'CROSS FENCE CORNER, IS STAMPED PEARSON NO. 1 1940, AND PROJECTS
 NM1751'6 INCHES.
 NM1751'
 NM1751'REFERENCE MARK NO. 2 IS 6 INCHES NORTH OF EAST-WEST FENCE LINE,
 NM1751'ABOUT LEVEL WITH STATION, 63-1/2 FEET WEST OF NORTH-SOUTH CROSS
 NM1751'FENCE CORNER, 318 FEET EAST OF CENTERLINE OF COUNTY ROAD, IS
 NM1751'STAMPED PEARSON NO. 2 1940, AND PROJECTS 6 INCHES.
 NM1751'
 NM1751'AZIMUTH MARK IS 1.4 MILES NORTH OF STATION, 33 FEET WEST OF
 NM1751'CENTERLINE OF NORTH-SOUTH COUNTY ROAD, 64 FEET SOUTH OF EAST-WEST
 NM1751'CROSS ROAD, 41 FEET SOUTH OF NORTHEAST FENCE CORNER OF SCHOOLYARD,
 NM1751'38 FEET EAST OF NORTHEAST CORNER OF SCHOOLHOUSE, 68 FEET
 NM1751'EAST-SOUTHEAST OF POWER LINE POLE, IS STAMPED PEARSON 1940, AND
 NM1751'PROJECTS 4 INCHES.
 NM1751'
 NM1751'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1751'DESCRIBED.
 NM1751'
 NM1751'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1751
 NM1751                          STATION RECOVERY (1962)
 NM1751
 NM1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NM1751'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1751'IN GOOD CONDITION.  THE AZIMUTH MARK WAS LOWERED IN PLACE AND
 NM1751'A SHORT DESCRIPTION OF THE AZIMUTH MARK AND A NEW TO REACH FOLLOW.
 NM1751'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NM1751'
 NM1751'AZIMUTH MARK IS 1.5 MILES NORTH OF THE STATION, 64 FEET SOUTH
 NM1751'OF AN EAST-WEST ROAD, 38 FEET EAST OF THE NORTHEAST CORNER OF
 NM1751'SCHOOL, 33 FEET WEST OF THE CENTER OF NORTH-SOUTH GRADED ROAD,
 NM1751'AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 NM1751'4 INCHES AND THE DISK IS STAMPED PEARSON 1940.  DESCRIBED BY
 NM1751'
 NM1751'TO REACH THE STATION FROM THE TOWN OF RANDOLPH, GO WEST ON U.S.
 NM1751'HIGHWAY 20 FOR 3.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 81.
 NM1751'TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 81 FOR 7.0 MILES TO THE
 NM1751'THE JUNCTION OF STATE HIGHWAY 59 WEST.  TURN LEFT AND GO WEST
 NM1751'ON STATE HIGHWAY 59 FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT AND
 NM1751'GO NORTH ON A GRAVEL ROAD FOR 3.5 MILES TO AN EAST-WEST FENCE
 NM1751'ON THE RIGHT AND THE STATION AS DESCRIBED.  CONTINUE NORTH ON
 NM1751'GRADED ROAD FOR 1.5 MILES TO CROSSROADS, A SCHOOLHOUSE AND THE
 NM1751'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NM1751
 NM1751                          STATION RECOVERY (1971)
 NM1751
 NM1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLH)
 NM1751'ALL MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WILL SOON
 NM1751'BE BLOCKED FROM GROUND VIEW AT THE STATION BY TREES.
 NM1751'
 NM1751'THE THIRD ORDER AZIMUTH FROM THE STATION TO WAUSA LUTHERAN CHURCH
 NM1751'SPIRE SHOULD BE 70 35 03
 NM1751
 NM1751                          STATION RECOVERY (1977)
 NM1751
 NM1751'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (HED)
 NM1751'STATION, AZIMUTH, REF NO. 1 AND REF NO. 2 FOUND IN GOOD CONDITION AS
 NM1751'DESCRIBED TO REACH ADEQUATE.
 NM1751'
 NM1751'NEAREST TOWN--WAUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0698 ***********************************************************************
 NP0698  CBN         -  This is a Cooperative Base Network Control Station.
 NP0698  DESIGNATION -  PEBBLE
 NP0698  PID         -  NP0698
 NP0698  STATE/COUNTY-  NE/DAWES
 NP0698  COUNTRY     -  US
 NP0698  USGS QUAD   -  COFFEE MILL BUTTE (2017)
 NP0698
 NP0698                         *CURRENT SURVEY CONTROL
 NP0698  ______________________________________________________________________
 NP0698* NAD 83(2011) POSITION- 42 38 05.63274(N) 103 06 11.28218(W)   ADJUSTED
 NP0698* NAD 83(2011) ELLIP HT-  1361.299 (meters)        (06/27/12)   ADJUSTED
 NP0698* NAD 83(2011) EPOCH   -  2010.00
 NP0698* NAVD 88 ORTHO HEIGHT -  1379.3   (meters)     4525.    (feet) GPS OBS
 NP0698  ______________________________________________________________________
 NP0698  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NP0698  GEOID HEIGHT    -        -17.525 (meters)                     GEOID93
 NP0698  GEOID HEIGHT    -        -17.963 (meters)                     GEOID18
 NP0698  NAD 83(2011) X  - -1,065,629.689 (meters)                     COMP
 NP0698  NAD 83(2011) Y  - -4,578,136.396 (meters)                     COMP
 NP0698  NAD 83(2011) Z  -  4,298,672.980 (meters)                     COMP
 NP0698  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 NP0698
 NP0698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0698  Standards:
 NP0698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0698  -------------------------------------------------------------------
 NP0698  NETWORK    0.43   1.12           0.20   0.14   0.57     -0.01490546
 NP0698  -------------------------------------------------------------------
 NP0698  Click here for local accuracies and other accuracy information.
 NP0698
 NP0698.The horizontal coordinates were established by GPS observations
 NP0698.and adjusted by the National Geodetic Survey in June 2012.
 NP0698
 NP0698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0698.been affixed to the stable North American tectonic plate. See 
 NP0698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0698
 NP0698.The horizontal coordinates are valid at the epoch date displayed above
 NP0698.which is a decimal equivalence of Year/Month/Day.
 NP0698
 NP0698.The orthometric height was determined by GPS observations and a
 NP0698.high-resolution geoid model.
 NP0698
 NP0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0698.GEOID18 height accuracy estimate available here.
 NP0698
 NP0698.Click photographs - Photos may exist for this station.
 NP0698
 NP0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0698
 NP0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0698
 NP0698.The ellipsoidal height was determined by GPS observations
 NP0698.and is referenced to NAD 83.
 NP0698
 NP0698. The following values were computed from the NAD 83(2011) position.
 NP0698
 NP0698;                    North         East     Units Scale Factor Converg.
 NP0698;SPC NE       -   315,631.978   245,566.480   MT  0.99985313   -2 03 23.2
 NP0698;SPC NE       - 1,035,535.91    805,662.69   sFT  0.99985313   -2 03 23.2
 NP0698;UTM  13      - 4,722,016.207   655,525.083   MT  0.99989759   +1 17 06.2
 NP0698
 NP0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0698!SPC NE       -   0.99978655  x   0.99985313  =   0.99963971
 NP0698!UTM  13      -   0.99978655  x   0.99989759  =   0.99968416
 NP0698
 NP0698:                Primary Azimuth Mark                     Grid Az
 NP0698:SPC NE       -  PEBBLE AZ MK                             112 12 37.1
 NP0698:UTM  13      -  PEBBLE AZ MK                             108 52 07.7
 NP0698
 NP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5552522016(NAD 83)
 NP0698
 NP0698|---------------------------------------------------------------------|
 NP0698| PID    Reference Object                     Distance      Geod. Az  |
 NP0698|                                                           dddmmss.s |
 NP0698| NP0776 PEBBLE AZ MK                        APPROX. 0.6 KM 1100913.9 |
 NP0698| NP0777 PEBBLE RM 1                          44.495 METERS 23815     |
 NP0698| NP0778 PEBBLE RM 2                          46.552 METERS 30503     |
 NP0698|---------------------------------------------------------------------|
 NP0698
 NP0698                          SUPERSEDED SURVEY CONTROL
 NP0698
 NP0698  NAD 83(2007)-  42 38 05.63256(N)    103 06 11.28327(W) AD(2002.00) 0
 NP0698  ELLIP H (02/10/07) 1361.327  (m)                       GP(2002.00)    
 NP0698  ELLIP H (09/24/01) 1361.308  (m)                       GP(       ) 4 1
 NP0698  NAD 83(1995)-  42 38 05.63186(N)    103 06 11.28356(W) AD(       ) B
 NP0698  ELLIP H (06/25/96) 1361.357  (m)                       GP(       ) 1 1
 NP0698  NAD 83(1986)-  42 38 05.62678(N)    103 06 11.27131(W) AD(       ) 1
 NP0698  NAD 27      -  42 38 05.73900(N)    103 06 09.58500(W) AD(       ) 1
 NP0698
 NP0698.Superseded values are not recommended for survey control.
 NP0698
 NP0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0698.See file dsdata.pdf to determine how the superseded data were derived.
 NP0698
 NP0698_MARKER: DS = TRIANGULATION STATION DISK
 NP0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0698_STAMPING: PEBBLE 1934
 NP0698_MARK LOGO: CGS
 NP0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0698+STABILITY: SURFACE MOTION
 NP0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0698+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2016
 NP0698
 NP0698  HISTORY     - Date     Condition        Report By
 NP0698  HISTORY     - 1934     MONUMENTED       CGS
 NP0698  HISTORY     - 1934     GOOD             CGS
 NP0698  HISTORY     - 19840621 GOOD             NGS
 NP0698  HISTORY     - 19950503 GOOD             NGS
 NP0698  HISTORY     - 20161211 GOOD             COMPDA
 NP0698
 NP0698                          STATION DESCRIPTION
 NP0698
 NP0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0698'THIS STATION IS LOCATED ABOUT 15 MILES SSW OF CHADRON AND IS
 NP0698'ON A RIDGE THAT HAS PASTURE LAND ON ITS TOP AND IS TREE-COVERED
 NP0698'ON ITS N SLOPE.  THIS RIDGE IS LOCALLY KNOWN AS PINE RIDGE.
 NP0698'IT IS ON LAND OWNED BY THE PETERS TRUST COMPANY, OF OMAHA, WHOSE
 NP0698'AGENT IN CHADRON IS LENAS LARSON.
 NP0698'
 NP0698'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0698'DISKS SET IN SQUARE CONCRETE POSTS.
 NP0698'
 NP0698'THE STATION MARK PROJECTS 8 INCHES AND IS 125 FEET E OF A N-S
 NP0698'FENCE, 600 FEET N OF AN E-W FENCE, AND 300 FEET S OF THE TIMBER
 NP0698'LINE ON N SLOPE OF THE RIDGE.
 NP0698'
 NP0698'BOTH REFERENCE MARKS PROJECT 6 INCHES AND ARE IN THE ABOVE-MENTIONED
 NP0698'N-S FENCE.
 NP0698'
 NP0698'REFERENCE MARK NO. 1 IS SW AND NO. 2 IS NW OF THE STATION.
 NP0698'
 NP0698'AZIMUTH MARK PROJECTS 5 INCHES AND IS ESE OF THE STATION.  IT IS
 NP0698'IN THE RIGHT-OF-WAY FENCE ON THE N SIDE OF A GRADED E-W ROAD
 NP0698'AND IS 21 FEET N OF THE CENTER LINE OF THE SAME ROAD.
 NP0698'
 NP0698'TO REACH THE STATION FROM THE MAIN ENTRANCE OF CHADRON STATE
 NP0698'PARK, 10 MILES S OF CHADRON, VIA STATE ROUTE 19, GO S 5.1 MILES TO
 NP0698'A CROSSROADS.  (THERE ARE FOUR ROAD SIGNS ON FENCE POST IN SW
 NP0698'ANGLE OF THIS INTERSECTION.) HERE LEAVE STATE ROUTE 19, TURN
 NP0698'RIGHT, W, AND GO 3.5 MILES TO A GRADED ROAD ON THE LEFT.
 NP0698'CONTINUE STRAIGHT AHEAD 1.0 MILE TO A GRADED ROAD ON THE RIGHT.
 NP0698'CONTINUE STRAIGHT AHEAD 0.6 MILE TO A CURVE TO THE LEFT, S.  GO
 NP0698'S 0.2 MILE TO A GRADED ROAD ON THE RIGHT.  HERE TURN RIGHT,
 NP0698'W, AND GO 0.7 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD
 NP0698'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 NP0698'ROAD.  CONTINUE W 0.45 MILE TO A FENCE CORNER ON THE RIGHT
 NP0698'SIDE OF THE ROAD.  (THERE IS AN ABANDONED LOG-AND-BOARD
 NP0698'SHACK 0.2 MILE N OF THIS POINT).  HERE LEAVE ROAD, TURN
 NP0698'RIGHT, N, AND GO 0.1 MILE ALONG W SIDE OF FENCE.  STATION IS
 NP0698'IN PASTURE 125 FEET E OF THIS POINT.
 NP0698'
 NP0698'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 NP0698
 NP0698                          STATION RECOVERY (1934)
 NP0698
 NP0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NP0698'RECOVERED IN GOOD CONDITION.
 NP0698
 NP0698                          STATION RECOVERY (1984)
 NP0698
 NP0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NP0698'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NP0698'WERE ALL RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 NP0698'MARK 1  WAS 2 MINUTES, 37 SECONDS LARGER THAN 1934 DATA AND THE
 NP0698'DISTANCE WAS 0.09 FT (0.03 M) LONGER.  THE DISTANCE AND DIRECTION TO
 NP0698'RM 2 AGREED WITH 1934 DATA, THEREFORE THE UNDERGROUND MARK WAS NOT
 NP0698'INSPECTED.  DUE TO CHANGES AT THE STATION SITE, A COMPLETE, NEW
 NP0698'DESCRIPTION FOLLOWS.
 NP0698'THE STATION IS LOCATED ABOUT 26.6 KM (16.5 MI) NORTHEAST FROM
 NP0698'MARSLAND, 24.1 KM (15.0 MI) SOUTH-SOUTHWEST FROM CHADRON, 12.1 KM
 NP0698'(7.5 MI) WEST FROM U.S. HIGHWAY 385, AT THE NORTHWEST ONE OF TWO,
 NP0698'TALL MASTS AND ON PROPERTY OWNED BY THE U.S. GOVERNMENT.
 NP0698'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 385, AT CHADRON, GO
 NP0698'SOUTH ON HIGHWAY 385 FOR 13.84 KM (8.60 MI) TO THE ENTRANCE TO THE
 NP0698'CHADRON STATE PARK.  CONTINUE SOUTH ON THE HIGHWAY FOR 8.81 KM
 NP0698'(5.47 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST FOR 8.21
 NP0698'KM (5.10 MI) TO A CURVE SOUTH. CONITNUE SOUTH FOR 0.48 KM (0.30 MI)
 NP0698'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.41 KM (1.50 MI) TO
 NP0698'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.40 KM (0.25 MI)
 NP0698'TO A CATTLE GUARD ON THE RIGHT, IN A FENCELINE.  TURN RIGHT, CROSS THE
 NP0698'CATTLE GUARD AND GO NORTHWEST ON A TRACK ROAD FOR 0.32 KM (0.20 MI)
 NP0698'TO THE NORTHWEST ONE OF TWO MASTS ON THE LEFT AND THE STATION ON THE
 NP0698'RIGHT.
 NP0698'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NP0698'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT IS 44.56 M
 NP0698'(146.19 FT) EAST FROM THE NORTHEAST CORNER OF A BLOCK BUILDING AT THE
 NP0698'MAST, 23.29 M (76.41 FT) SOUTHEAST FROM THE BASE OF THE CLOSEST
 NP0698'NORTHEAST GUY WIRE OF THE MAST AND 0.82 M (2.69 FT) NORTH FROM A
 NP0698'WITNESS POST.
 NP0698
 NP0698                          STATION RECOVERY (1995)
 NP0698
 NP0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0698'THE MARK IS LOCATED ABOUT 16.5 MI (26.6 KM) NORTHEAST FROM MARSLAND,
 NP0698'15.0 MI (24.1 KM) SOUTH-SOUTHWEST OF CHADRON, 7.5 MI (12.1 KM) WEST
 NP0698'FROM U.S. HIGHWAY 385, NEAR THE NORTHWEST ONE OF TWO TALL MASTS, IN
 NP0698'PASTURE 19 OF THE U.S. FOREST SERVICE, ON U.S. GOVERNMENT PROPERTY AND
 NP0698'IN THE NW 1/4, SEC29, T31N, R49W.  TO REACH THE MARK FROM THE JUNCTION
 NP0698'OF U.S. HIGHWAYS 20 AND 385 AT THE WEST SIDE OF CHADRON, GO SOUTH ON
 NP0698'HIGHWAY 385 FOR 8.60 MI (13.84 KM) TO THE ENTRANCE TO THE CHADRON
 NP0698'STATE PARK.  CONTINUE SOUTH ON THE HIGHWAY FOR 5.5 MI (8.9 KM) TO A
 NP0698'GRADED CROSSROAD, WHICH IS ANTELOPE ROAD ON THE LEFT AND TABLE ROAD ON
 NP0698'THE RIGHT.  TURN RIGHT AND GO WEST ON TABLE ROAD FOR 5.1 MI (8.2 KM)
 NP0698'TO A CURVE TO THE SOUTH.  CONTINUE SOUTH FOR 0.3 MI (0.5 KM) TO A SIDE
 NP0698'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 1.75 MI (2.82 KM) TO A CATTLE
 NP0698'GUARD ON THE RIGHT, AT THE TALL MASTS.  TURN RIGHT, CROSS THE CATTLE
 NP0698'GUARD AND GO NORTHWEST ON A TRACK ROAD FOR 0.2 MI (0.3 KM) TO THE
 NP0698'NORTHWEST MAST ON THE LEFT AND THE MARK ON THE RIGHT.  THE DISK IS SET
 NP0698'INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3 M (1.0
 NP0698'FT) ABOVE THE GROUND SURFACE.  IT IS 146.2 FT (44.6 M) EAST FROM THE
 NP0698'NORTHEAST CORNER OF A BLOCK BUILDING AT THE MAST, 76.4 FT (23.3 M)
 NP0698'SOUTHEAST FROM THE BASE OF THE CLOSEST, NORTHEAST GUY WIRE OF THE MAST
 NP0698'AND 2.7 FT (0.8 M) NORTH FROM AN OLD USFS WITNESS POST AND A NEW
 NP0698'FIBERGLASS WITNESS POST.  NOTE-A 4WD VEHICLE IS REQUIRED DURING WET
 NP0698'WEATHER.
 NP0698
 NP0698                          STATION RECOVERY (2016)
 NP0698
 NP0698'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0776 ***********************************************************************
 NP0776  DESIGNATION -  PEBBLE AZ MK
 NP0776  PID         -  NP0776
 NP0776  STATE/COUNTY-  NE/DAWES
 NP0776  COUNTRY     -  US
 NP0776  USGS QUAD   -  COFFEE MILL BUTTE (2017)
 NP0776
 NP0776                         *CURRENT SURVEY CONTROL
 NP0776  ______________________________________________________________________
 NP0776* NAD 83(1995) POSITION- 42 37 58.58664(N) 103 05 45.28916(W)   ADJUSTED
 NP0776* NAVD 88 ORTHO HEIGHT -  1367.    (meters)     4485.    (feet) SCALED
 NP0776  ______________________________________________________________________
 NP0776  GEOID HEIGHT    -        -17.968 (meters)                     GEOID18
 NP0776  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NP0776  HORZ ORDER      -  THIRD
 NP0776
 NP0776.The horizontal coordinates were established by classical geodetic methods
 NP0776.and adjusted by the National Geodetic Survey in August 1997.
 NP0776
 NP0776.The orthometric height was scaled from a topographic map.
 NP0776
 NP0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0776.GEOID18 height accuracy estimate available here.
 NP0776
 NP0776.Click photographs - Photos may exist for this station.
 NP0776
 NP0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0776
 NP0776. The following values were computed from the NAD 83(1995) position.
 NP0776
 NP0776;                    North         East     Units Scale Factor Converg.
 NP0776;SPC NE       -   315,393.504   246,150.452   MT  0.99985245   -2 03 05.9
 NP0776;SPC NE       - 1,034,753.52    807,578.61   sFT  0.99985245   -2 03 05.9
 NP0776;UTM  13      - 4,721,812.167   656,121.991   MT  0.99989988   +1 17 23.6
 NP0776
 NP0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0776!SPC NE       -   0.99978847  x   0.99985245  =   0.99964095
 NP0776!UTM  13      -   0.99978847  x   0.99989988  =   0.99968837
 NP0776
 NP0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5612121812(NAD 83)
 NP0776
 NP0776                          SUPERSEDED SURVEY CONTROL
 NP0776
 NP0776  NAD 83(1993)-  42 37 58.58594(N)    103 05 45.28664(W) AD(       ) 3
 NP0776  NAD 83(1986)-  42 37 58.58080(N)    103 05 45.27442(W) AD(       ) 3
 NP0776
 NP0776.Superseded values are not recommended for survey control.
 NP0776
 NP0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0776.See file dsdata.pdf to determine how the superseded data were derived.
 NP0776
 NP0776_MARKER: DR = REFERENCE MARK DISK
 NP0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0776_STAMPING: PEBBLE 1934 AZI MK
 NP0776_MARK LOGO: CGS
 NP0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0776+STABILITY: SURFACE MOTION
 NP0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0776+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2008
 NP0776
 NP0776  HISTORY     - Date     Condition        Report By
 NP0776  HISTORY     - 1934     MONUMENTED       CGS
 NP0776  HISTORY     - 19840621 GOOD             NGS
 NP0776  HISTORY     - 20081113 GOOD             NEDR
 NP0776
 NP0776                          STATION DESCRIPTION
 NP0776
 NP0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NP0776'THE MARK WAS RECOVERED IN GOOD CONDITION.
 NP0776'THE MARK IS LOCATED ABOUT 26.6 KM (16.5 MI) NORTHEAST FROM MARSLAND,
 NP0776'24.1 KM (15.0 MI) SOUTH-SOUTHWEST FROM CHADRON, 12.1 KM (7.5 MI) WEST
 NP0776'FROM U.S. HIGHWAY 385 AND ON THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD.
 NP0776'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 385, AT CHADRON, GO
 NP0776'SOUTH ON HIGHWAY 385 FOR 13.84 KM (8.60 MI) TO THE ENTRANCE TO THE
 NP0776'CHADRON STATE PARK.  CONTINUE SOUTH ON THE HIGHWAY FOR 8.81 KM
 NP0776'(5.47 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST FOR 8.21
 NP0776'KM (5.10 MI) TO A CURVE SOUTH. CONTINUE SOUTH FOR 0.48 KM (0.30 MI)
 NP0776'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.41 KM (1.50 MI) TO
 NP0776'THE MARK  ON THE RIGHT.
 NP0776'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NP0776'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT IS 22.28 M
 NP0776'(73.10 FT) NORTHEAST FROM A POWER POLE, 8.5 M (27.9 FT) NORTH FROM
 NP0776'THE CENTERLINE OF THE ROAD, 0.85 M (2.79 FT) WEST FROM A WITNESS POST
 NP0776'AND 0.46 M (1.51 FT) SOUTH FROM A FENCE AND A U.S. FOREST SERVICE
 NP0776'WITNESS POST.
 NP0776
 NP0776                          STATION RECOVERY (2008)
 NP0776
 NP0776'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AB)
 NP0776'THE COUNTY LISTED FOR THIS POINT IS CUSTER IT SHOULD BE DAWES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1117 ***********************************************************************
 LG1117  DESIGNATION -  PEN
 LG1117  PID         -  LG1117
 LG1117  STATE/COUNTY-  NE/LANCASTER
 LG1117  COUNTRY     -  US
 LG1117  USGS QUAD   -  LINCOLN (2017)
 LG1117
 LG1117                         *CURRENT SURVEY CONTROL
 LG1117  ______________________________________________________________________
 LG1117* NAD 83(1995) POSITION- 40 45 33.34985(N) 096 42 06.87779(W)   ADJUSTED
 LG1117* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 LG1117  ______________________________________________________________________
 LG1117  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 LG1117  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 LG1117  HORZ ORDER      -  FIRST
 LG1117
 LG1117.The horizontal coordinates were established by classical geodetic methods
 LG1117.and adjusted by the National Geodetic Survey in August 1997.
 LG1117
 LG1117.The orthometric height was scaled from a topographic map.
 LG1117
 LG1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1117.GEOID18 height accuracy estimate available here.
 LG1117
 LG1117.Click photographs - Photos may exist for this station.
 LG1117
 LG1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1117
 LG1117. The following values were computed from the NAD 83(1995) position.
 LG1117
 LG1117;                    North         East     Units Scale Factor Converg.
 LG1117;SPC NE       -   108,114.056   778,353.387   MT  0.99974283   +2 11 08.3
 LG1117;SPC NE       -   354,704.20  2,553,647.74   sFT  0.99974283   +2 11 08.3
 LG1117;UTM  14      - 4,514,574.228   693,982.121   MT  1.00006318   +1 30 03.1
 LG1117
 LG1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1117!SPC NE       -   0.99994429  x   0.99974283  =   0.99968714
 LG1117!UTM  14      -   0.99994429  x   1.00006318  =   1.00000747
 LG1117
 LG1117:                Primary Azimuth Mark                     Grid Az
 LG1117:SPC NE       -  PEN 2 AZ MK                              139 58 51.1
 LG1117:UTM  14      -  PEN 2 AZ MK                              140 39 56.3
 LG1117
 LG1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9398214574(NAD 83)
 LG1117
 LG1117|---------------------------------------------------------------------|
 LG1117| PID    Reference Object                     Distance      Geod. Az  |
 LG1117|                                                           dddmmss.s |
 LG1117| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 5.4 KM 0015747.2 |
 LG1117| LG1126 LINCOLN KFAB RADIO MAST             APPROX. 7.5 KM 0035451.8 |
 LG1117| LG1124 LINCOLN ST THOMAS ORPHAN CROSS      APPROX. 2.2 KM 0451024.5 |
 LG1117| LG1106 LINCOLN US VETERANS HOSP DOME       APPROX. 8.7 KM 0512444.8 |
 LG1117| LG1107 LINCOLN US VETERANS HOSP TANK       APPROX. 8.7 KM 0520125.6 |
 LG1117| LG1121 LINCOLN COLLEGE VIEW MUN TANK       APPROX. 4.1 KM 0623248.9 |
 LG1117| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX. 4.5 KM 0675037.3 |
 LG1117| LG1478 PEN 2 AZ MK                                        1420959.4 |
 LG1117| CL8096 PEN RM 1                             22.370 METERS 15228     |
 LG1117| CL8099 PEN RM 4                             44.995 METERS 17416     |
 LG1117| CL8095 PEN AZ MK                                          1861618.9 |
 LG1117| LG1111 PEN 2 RESET                          14.144 METERS 20026     |
 LG1117| CL8097 PEN RM 2                             23.210 METERS 24653     |
 LG1117| CL8098 PEN RM 3                              3.752 METERS 28422     |
 LG1117| LG1180 LINCOLN PIONEERS PARK TANK          APPROX. 5.8 KM 2904142.5 |
 LG1117| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 3.0 KM 3035340.9 |
 LG1117| LG1174 LINCOLN STATE REFORMATORY TANK      APPROX. 5.9 KM 3044845.0 |
 LG1117| LG1177 LINCOLN MUN AIRPORT BEACON          APPROX.13.3 KM 3241916.7 |
 LG1117| LG1113 LINCOLN C B AND Q RR PWR STK        APPROX. 6.3 KM 3360044.0 |
 LG1117| LG1122 LINCOLN GOOCH FOOD PROD TANK        APPROX. 3.9 KM 3450847.9 |
 LG1117| LG1119 LINCOLN CONSUMERS POWER CO STK      APPROX. 5.6 KM 3535750.3 |
 LG1117|---------------------------------------------------------------------|
 LG1117
 LG1117                          SUPERSEDED SURVEY CONTROL
 LG1117
 LG1117  NAD 83(1986)-  40 45 33.35844(N)    096 42 06.87830(W) AD(       ) 1
 LG1117  NAD 27      -  40 45 33.35563(N)    096 42 05.81909(W) AD(       ) 1
 LG1117
 LG1117.Superseded values are not recommended for survey control.
 LG1117
 LG1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1117.See file dsdata.pdf to determine how the superseded data were derived.
 LG1117
 LG1117_MARKER: DS = TRIANGULATION STATION DISK
 LG1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1117_STAMPING: PEN 1947
 LG1117_MARK LOGO: CGS
 LG1117_PROJECTION: FLUSH
 LG1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1117+STABILITY: SURFACE MOTION
 LG1117
 LG1117  HISTORY     - Date     Condition        Report By
 LG1117  HISTORY     - 1947     MONUMENTED       CGS
 LG1117  HISTORY     - 1953     GOOD             NEDR
 LG1117  HISTORY     - 1961     GOOD             CGS
 LG1117  HISTORY     - 1964     GOOD             CGS
 LG1117  HISTORY     - 1966     GOOD             CGS
 LG1117
 LG1117                          STATION DESCRIPTION
 LG1117
 LG1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1117'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF LINCOLN, IN THE
 LG1117'NORTHEAST CORNER OF THE PLEASANT VIEW SCHOOL GROUNDS.  IT IS 70
 LG1117'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, 13.5
 LG1117'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 35.5 FEET WEST OF A
 LG1117'NORTH-SOUTH FENCE LINE.  IT IS STAMPED PEN 1947 AND IS FLUSH WITH
 LG1117'THE SURFACE OF THE GROUND.
 LG1117'
 LG1117'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE SCHOOL YARD, 78
 LG1117'FEET SOUTH OF A FENCE CORNER, 74 FEET NORTH OF THE CENTER OF THE
 LG1117'DRIVEWAY LEADING TO THE SCHOOL HOUSE AND 77 FEET EAST-SOUTHEAST
 LG1117'OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE.  IT IS STAMPED PEN
 LG1117'NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1117'
 LG1117'REFERENCE MARK NO. 2 IS IN THE NORTH SECTION OF THE SCHOOL YARD,
 LG1117'44 FEET SOUTH OF AN EAST-WEST FENCE LINE AT THE NORTH EDGE OF THE
 LG1117'SCHOOL YARD, 24.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LG1117'SCHOOL HOUSE AND 13 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1117'SIDEWALK.  IT IS STAMPED PEN NO 2 1947 AND IS FLUSH WITH THE
 LG1117'SURFACE OF THE GROUND.
 LG1117'
 LG1117'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, ON
 LG1117'THE RIGHT-OF-WAY AND 31 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1117'DIRT ROAD, ABOUT 75 YARDS WEST OF U.S. HIGHWAY 77, 1.5 FEET
 LG1117'NORTH OF A POWER LINE POLE AND 2 FEET WEST OF A 4-INCH SQUARE
 LG1117'WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED PEN
 LG1117'1947 AND PROJECTS 4 INCHES.
 LG1117'
 LG1117'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH ON
 LG1117'U.S. HIGHWAY 77 FOR 3.8 MILES TO THE PLEASANT VIEW SCHOOL HOUSE
 LG1117'ON THE RIGHT AND THE STATION AS DESCRIBED.  THIS IS JUST AFTER
 LG1117'PASSING A HIGH RADIO MAST ON THE RIGHT.
 LG1117'
 LG1117'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 LG1117'HIGHWAY 77 FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 LG1117'75 YARDS TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 30 FEET.
 LG1117'
 LG1117'AN 87 FOOT SIGNAL AT COURTLAND IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT JAMAICA IS V.G.
 LG1117'
 LG1117'AN 87 FOOT SIGNAL AT MARTLE IS VISIBLE AT 30 FEET.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 30 FEET.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 10 FEET.
 LG1117'
 LG1117'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 37 FEET.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT VET IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT CHENEY IS V.G.
 LG1117'
 LG1117'AN 87 FOOT SIGNAL AT CROSS IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT SALTILLO EAST BASE IS V.G.
 LG1117'
 LG1117'A 47 FOOT SIGNAL AT SALTILLO WEST BASE IS VISIBLE AT 37 FEET.
 LG1117'
 LG1117'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1117
 LG1117                          STATION RECOVERY (1953)
 LG1117
 LG1117'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1953 (BAN)
 LG1117'LETTER OF MR. BERNARD A. NIDER, PROJ. ENGR., DEPARTMENT OF ROADS
 LG1117'AND IRRIGATION, LINCOLN, NEBRASKA DATED SEPT. 21, 1953
 LG1117'REFERENCE MARK NO. 1 WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 LG1117'REFERENCE MARK DISK STAMPED PEN NO. 1 1947 RECEIVED AT OFFICE
 LG1117'10/20/53.
 LG1117
 LG1117                          STATION RECOVERY (1961)
 LG1117
 LG1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1117'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1117'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR
 LG1117'AND NOT RECOVERED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS
 LG1117'YEAR.  BECAUSE OF OVERHEAD POWERLINES AT THE STATION,
 LG1117'OBSERVATIONS WERE MADE FROM REFERENCE MARK 3, THENCE REDUCED TO
 LG1117'THE TRUE STATION.
 LG1117'
 LG1117'STATION IS 3-1/2 MILES SOUTH OF LINCOLN, IN THE NORTHEAST CORNER
 LG1117'OF THE PLEASANT VIEW SCHOOL GROUNDS, 70 FEET NORTHEAST OF THE
 LG1117'NORTHEAST CORNER OF THE SCHOOL HOUSE, 15 FEET SOUTHWEST OF A
 LG1117'METAL WITNESS POST WITH SIGN, 14.5 FEET SOUTHWEST OF POWERLINE
 LG1117'POLE NO. 30633 AND 12.5 FEET SOUTH OF AN EAST-WEST FENCE.  THE
 LG1117'MARK, A STANDARD DISK STAMPED PEN 1947, IS SET IN THE TOP OF A
 LG1117'10 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 LG1117'
 LG1117'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, DRIVE SOUTH
 LG1117'ON U.S. HIGHWAY 77 FOR 3.8 MILES TO THE PLEASANT VIEW SCHOOL AND
 LG1117'THE STATION ON THE RIGHT.
 LG1117'
 LG1117'REFERENCE MARK 3, A STANDARD DISK STAMPED PEN NO 3 1947, IS SET
 LG1117'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 LG1117'INCHES ABOVE THE GROUND.  IT IS 66 FEET NORTHEAST OF THE
 LG1117'NORTHEAST CORNER OF THE SCHOOL HOUSE, 22 FEET WEST-SOUTHWEST OF
 LG1117'POWERLINE POLE NO. 30633 AND 10 FEET SOUTH OF THE EAST-WEST
 LG1117'FENCE.
 LG1117'
 LG1117'REFERENCE MARK 4, A STANDARD DISK STAMPED PEN NO 4 1947, IS SET
 LG1117'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 LG1117'INCHES ABOVE THE GROUND.  IT IS 52 FEET WEST OF THE CENTER OF
 LG1117'U.S. HIGHWAY 77, 15 FEET SOUTH OF THE ENTRANCE INTO THE SCHOOL
 LG1117'YARD AND 1.5 FEET WEST OF A POWERLINE POLE.
 LG1117'
 LG1117'PICTURE POINT NO. 1 IS THE SOUTHEAST FENCE CORNER AT THE NORTH
 LG1117'EAST CORNER OF THE SCHOOL GROUNDS.
 LG1117'
 LG1117'PICTURE POINT NO. 2 IS THE NORTHEAST CORNER OF THE SCHOOL
 LG1117'BUILDING.
 LG1117'
 LG1117'THE AZIMUTH MARK, A STANDARD DISK STAMPED PEN 1947, IS SET IN THE
 LG1117'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG1117'ABOVE THE GROUND SURFACE.  IT IS 33 FEET NORTH OF THE CENTER OF A
 LG1117'DIRT ROAD, 2.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN
 LG1117'AND 1.0 FOOT NORTHWEST OF A POWERLINE POLE.
 LG1117'
 LG1117'TO REACH THE AZIMUTH FROM THE STATION, DRIVE SOUTH ON U.S.
 LG1117'HIGHWAY 77 FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 LG1117'WEST, ALONG THE DIRT ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 LG1117
 LG1117                          STATION RECOVERY (1964)
 LG1117
 LG1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1117'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1117'FOUND IN GOOD CONDITION.
 LG1117
 LG1117                          STATION RECOVERY (1966)
 LG1117
 LG1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1117'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 LG1117'THE AZIMUTH MARK WERE IN THE WAY OF CONSTRUCTION ON U.S.
 LG1117'HIGHWAY 77.  REFERENCE MARK NO. 2 WAS NOT IN THE WAY OF ROAD
 LG1117'CONSTRUCTION AND THIS MARK WAS USED FOR ONE OF THE REFERENCE MARK
 LG1117'FOR PEN 2 WHICH WAS ESTABLISHED SOUTH-SOUTHWEST OF THE ORIGINAL
 LG1117'STATION.
 LG1117'
 LG1117'ALL MARKS EXCEPT REFERENCE MARK NO. 2 WERE DESTROYED AND PEN 2
 LG1117'WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1421 ***********************************************************************
 LG1421  DESIGNATION -  PEN 2 AZ MK 2
 LG1421  PID         -  LG1421
 LG1421  STATE/COUNTY-  NE/LANCASTER
 LG1421  COUNTRY     -  US
 LG1421  USGS QUAD   -  ROCA (2017)
 LG1421
 LG1421                         *CURRENT SURVEY CONTROL
 LG1421  ______________________________________________________________________
 LG1421* NAD 83(1995) POSITION- 40 44 46.83655(N) 096 42 05.31111(W)   ADJUSTED
 LG1421* NAVD 88 ORTHO HEIGHT -   375.4   (meters)     1232.    (feet) VERTCON
 LG1421  ______________________________________________________________________
 LG1421  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 LG1421  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 LG1421  HORZ ORDER      -  THIRD
 LG1421
 LG1421.The horizontal coordinates were established by classical geodetic methods
 LG1421.and adjusted by the National Geodetic Survey in August 1997.
 LG1421
 LG1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1421
 LG1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1421.GEOID18 height accuracy estimate available here.
 LG1421
 LG1421.Click photographs - Photos may exist for this station.
 LG1421
 LG1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1421
 LG1421. The following values were computed from the NAD 83(1995) position.
 LG1421
 LG1421;                    North         East     Units Scale Factor Converg.
 LG1421;SPC NE       -   106,682.073   778,444.811   MT  0.99974576   +2 11 09.3
 LG1421;SPC NE       -   350,006.10  2,553,947.68   sFT  0.99974576   +2 11 09.3
 LG1421;UTM  14      - 4,513,140.797   694,056.442   MT  1.00006353   +1 30 02.7
 LG1421
 LG1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1421!SPC NE       -   0.99994518  x   0.99974576  =   0.99969096
 LG1421!UTM  14      -   0.99994518  x   1.00006353  =   1.00000871
 LG1421
 LG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9405613140(NAD 83)
 LG1421
 LG1421                          SUPERSEDED SURVEY CONTROL
 LG1421
 LG1421  NAD 83(1986)-  40 44 46.84511(N)    096 42 05.31143(W) AD(       ) 3
 LG1421  NGVD 29 (02/17/94)  375.3    (m)         1231.     (f) VERT ANG       
 LG1421
 LG1421.Superseded values are not recommended for survey control.
 LG1421
 LG1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1421.See file dsdata.pdf to determine how the superseded data were derived.
 LG1421
 LG1421_MARKER: DZ = AZIMUTH MARK DISK
 LG1421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1421_SP_SET: CULVERT HEADWALL
 LG1421_STAMPING: PEN 2 1966 NO 2 1986
 LG1421_MARK LOGO: NGS
 LG1421_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1421+STABILITY: SURFACE MOTION
 LG1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1421+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 LG1421
 LG1421  HISTORY     - Date     Condition        Report By
 LG1421  HISTORY     - 1986     MONUMENTED       NGS
 LG1421  HISTORY     - 20030818 GOOD             HWSCON
 LG1421  HISTORY     - 20060401 MARK NOT FOUND   GEOCAC
 LG1421
 LG1421                          STATION DESCRIPTION
 LG1421
 LG1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 LG1421'THE MARK IS LOCATED ABOUT 6.8 KM (4.2 MI) SOUTH FROM THE CENTER OF
 LG1421'LINCOLN, ALONG THE WEST SIDE OF THE LINCOLN MEMORIAL CEMETERY, AT THE
 LG1421'INTERSECTION OF SOUTH 14TH STREET AND THUNDERBIRD BOULEVARD AND ON
 LG1421'THE EAST RIGHT-OF-WAY OF SOUTH 14TH STREET.
 LG1421'TO REACH THE MARK FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 77, WHICH IS
 LG1421'SOUTH 14TH STREET, AND STATE HIGHWAY 2, BY THE PRISON IN THE
 LG1421'SOUTHWEST PART OF LINCOLN, GO SOUTH ON HIGHWAY 77 AND SOUTH 14TH
 LG1421'STREET FOR 1.61 KM (1.00 MI) TO A FORK.  BEAR LEFT AND CONTINUE SOUTH
 LG1421'ON SOUTH 14TH STREET FOR 1.29 KM (0.80 MI) TO THE MARK ON THE LEFT.
 LG1421'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE SOUTH END OF THE EAST
 LG1421'HEADWALL OF A 5 BY 5 FOOT CONCRETE CULVERT UNDER SOUTH 14TH STREET.
 LG1421'IT IS 76.2 M (250.0 FT) NORTH FROM THE GATE 1 DRIVE INTO THE
 LG1421'CEMETERY, 64.01 M (210.01 FT) SOUTH FROM THE CENTER OF THE MEDIAN OF
 LG1421'THUNDERBIRD BOULEVARD, 16.46 M (54.00 FT) SOUTH-SOUTHEAST FROM A FIRE
 LG1421'HYDRANT AND 9.60 M (31.50 FT) EAST FROM THE CENTERLINE OF THE STREET.
 LG1421
 LG1421                          STATION RECOVERY (2003)
 LG1421
 LG1421'RECOVERY NOTE BY HWS CONSULTING GROUP 2003 (JRE)
 LG1421'THE MARK IS IN DANGER OF BEING DESTROYED WITHIN THE NEXT YEAR. A ROAD
 LG1421'WIDENING PROJECT IS IN THE FINAL DESIGN PHASES NOW AND THE CULVERT
 LG1421'WILL BE DESTROYED WHEN THE PROJECT IS CONSTRUCTED.
 LG1421
 LG1421                          STATION RECOVERY (2006)
 LG1421
 LG1421'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 LG1421'THE ROAD WIDENING PROJECT NOTED IN THE 2003 RECOVERY HAS BEEN
 LG1421'COMPLETED. THERE IS NO EVIDENCE OF A CULVERT HEADWALL ON THE EAST SIDE
 LG1421'OF 14TH STREET BETWEEN THUNDERBIRD BOULEVARD AND LINCOLN MEMORIAL
 LG1421'CEMETERY GATE 1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1111 ***********************************************************************
 LG1111  DESIGNATION -  PEN 2 RESET
 LG1111  PID         -  LG1111
 LG1111  STATE/COUNTY-  NE/LANCASTER
 LG1111  COUNTRY     -  US
 LG1111  USGS QUAD   -  LINCOLN (2017)
 LG1111
 LG1111                         *CURRENT SURVEY CONTROL
 LG1111  ______________________________________________________________________
 LG1111* NAD 83(1995) POSITION- 40 45 32.92016(N) 096 42 07.08824(W)   NO CHECK
 LG1111* NAVD 88 ORTHO HEIGHT -   376.108 (meters)     1233.95  (feet) ADJUSTED
 LG1111  ______________________________________________________________________
 LG1111  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 LG1111  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 LG1111  DYNAMIC HEIGHT  -        375.945 (meters)     1233.41  (feet) COMP
 LG1111  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 LG1111
 LG1111  HORZ ORDER      -  SECOND
 LG1111  VERT ORDER      -  FIRST     CLASS II
 LG1111
 LG1111.The horizontal coordinates were established by classical geodetic methods
 LG1111.and adjusted by the National Geodetic Survey in August 1997.
 LG1111
 LG1111.No horizontal observational check was made to the station.
 LG1111
 LG1111.The orthometric height was determined by differential leveling and
 LG1111.adjusted by the NATIONAL GEODETIC SURVEY
 LG1111.in May 1993.
 LG1111
 LG1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1111.GEOID18 height accuracy estimate available here.
 LG1111
 LG1111.Click photographs - Photos may exist for this station.
 LG1111
 LG1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1111
 LG1111.The dynamic height is computed by dividing the NAVD 88
 LG1111.geopotential number by the normal gravity value computed on the
 LG1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1111.degrees latitude (g = 980.6199 gals.).
 LG1111
 LG1111.The modeled gravity was interpolated from observed gravity values.
 LG1111
 LG1111. The following values were computed from the NAD 83(1995) position.
 LG1111
 LG1111;                    North         East     Units Scale Factor Converg.
 LG1111;SPC NE       -   108,100.626   778,348.961   MT  0.99974285   +2 11 08.1
 LG1111;SPC NE       -   354,660.14  2,553,633.22   sFT  0.99974285   +2 11 08.1
 LG1111;UTM  14      - 4,514,560.848   693,977.533   MT  1.00006315   +1 30 02.9
 LG1111
 LG1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1111!SPC NE       -   0.99994508  x   0.99974285  =   0.99968794
 LG1111!UTM  14      -   0.99994508  x   1.00006315  =   1.00000822
 LG1111
 LG1111:                Primary Azimuth Mark                     Grid Az
 LG1111:SPC NE       -  PEN 2 AZ MK                              138 40 14.3
 LG1111:UTM  14      -  PEN 2 AZ MK                              139 21 19.5
 LG1111
 LG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9397714560(NAD 83)
 LG1111
 LG1111|---------------------------------------------------------------------|
 LG1111| PID    Reference Object                     Distance      Geod. Az  |
 LG1111|                                                           dddmmss.s |
 LG1111| LG1479 PEN 2 RM 7                           38.899 METERS 00156     |
 LG1111| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 5.4 KM 0020037.0 |
 LG1111| LG1117 PEN                                  14.144 METERS 02026     |
 LG1111| LG1124 LINCOLN ST THOMAS ORPHAN CROSS      APPROX. 2.3 KM 0450123.6 |
 LG1111| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX. 4.5 KM 0674238.9 |
 LG1111| LG1480 PEN 2 RM 8                           30.764 METERS 09937     |
 LG1111| LG1478 PEN 2 AZ MK                                        1405122.4 |
 LG1111| LG1421 PEN 2 AZ MK 2                       APPROX. 1.4 KM 1781912.3 |
 LG1111| CL8095 PEN AZ MK                                          1854507.1 |
 LG1111| CL8100 PEN 2 RM 5                           12.928 METERS 20446     |
 LG1111| CL8101 PEN 2 RM 6                           18.008 METERS 26735     |
 LG1111| CL8097 PEN RM 2                             16.928 METERS 28411     |
 LG1111| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 3.0 KM 3040936.1 |
 LG1111|---------------------------------------------------------------------|
 LG1111
 LG1111                          SUPERSEDED SURVEY CONTROL
 LG1111
 LG1111  NAD 83(1986)-  40 45 32.92872(N)    096 42 07.08877(W) AD(       ) 2
 LG1111  NAD 27      -  40 45 32.92593(N)    096 42 06.02954(W) AD(       ) 2
 LG1111  NGVD 29             376.01   (m)         1233.6    (f) LEVELING    3  
 LG1111
 LG1111.Superseded values are not recommended for survey control.
 LG1111
 LG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1111.See file dsdata.pdf to determine how the superseded data were derived.
 LG1111
 LG1111_MARKER: DS = TRIANGULATION STATION DISK
 LG1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1111_STAMPING: PEN 2 1966 1970
 LG1111_MARK LOGO: CGS
 LG1111_PROJECTION: FLUSH
 LG1111_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1111+STABILITY: SURFACE MOTION
 LG1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1111+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 LG1111
 LG1111  HISTORY     - Date     Condition        Report By
 LG1111  HISTORY     - 1966     MONUMENTED       CGS
 LG1111  HISTORY     - 1966     GOOD             CGS
 LG1111  HISTORY     - 1968     GOOD             CGS
 LG1111  HISTORY     - 1970     GOOD             NGS
 LG1111  HISTORY     - 1970     GOOD             NGS
 LG1111  HISTORY     - 1976     GOOD             NGS
 LG1111  HISTORY     - 1977     GOOD             NEDR
 LG1111  HISTORY     - 19860512 GOOD             NGS
 LG1111  HISTORY     - 19911022 GOOD             NGS
 LG1111  HISTORY     - 20010818 MARK NOT FOUND   USPSQD
 LG1111  HISTORY     - 20060401 GOOD             GEOCAC
 LG1111
 LG1111                          STATION DESCRIPTION
 LG1111
 LG1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1111'STATION IS LOCATED 3-1/2 MILES SOUTH OF LINCOLN, AT THE PLEASANT
 LG1111'VIEW SCHOOL, AND ON THE EXTREME WEST EDGE OF THE RIGHT-OF-WAY OF
 LG1111'U.S. HIGHWAY 77.
 LG1111'
 LG1111'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 LG1111'ON U.S. HIGHWAY 77 FOR 3.8 MILES TO THE PLEASANT VIEW SCHOOL AND
 LG1111'THE STATION ON THE RIGHT.
 LG1111'
 LG1111'STATION MARKS ARE STANDARD DISKS STAMPED PEN 2 1966.  THE SURFACE
 LG1111'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LG1111'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTHEAST OF THE
 LG1111'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 29 FEET EAST-NORTHEAST OF THE
 LG1111'NORTHEAST CORNER OF THE SCHOOLHOUSE, 1.5 FEET NORTH OF A METAL
 LG1111'WITNESS POST AND AT THE WEST EDGE OF THE RIGHT-OF-WAY OF U.S.
 LG1111'HIGHWAY 77.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 LG1111'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 LG1111'GROUND.
 LG1111'
 LG1111'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PEN NO 2 1947, IS
 LG1111'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG1111'SURFACE OF THE GROUND.  IT IS 38 FEET NORTHWEST OF THE NORTHEAST
 LG1111'CORNER OF THE SCHOOLHOUSE, 24 FEET NORTH-NORTHEAST OF THE
 LG1111'NORTHWEST CORNER OF THE SCHOOLHOUSE, AND THIS MARK WAS THE
 LG1111'ORIGINAL MARK USED AT PEN 1947.
 LG1111'
 LG1111'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PEN 2 NO 5 1966, IS
 LG1111'CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP OF THE CONCRETE STEPS
 LG1111'LEADING TO THE SCHOOLHOUSE, AND IS FLUSH WITH THE STEP.  IT IS 9
 LG1111'FEET EAST OF THE EAST SIDE OF THE SCHOOLHOUSE, AND NEAR THE SOUTH
 LG1111'END OF THE BOTTOM STEP.
 LG1111'
 LG1111'AZIMUTH MARK, A STANDARD DISK STAMPED PEN 2 1966, IS SET IN THE
 LG1111'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 83
 LG1111'FEET NORTH OF THE CENTER OF A SURFACED ROAD, 14 FEET SOUTH OF A
 LG1111'POWERLINE POLE, 2 FEET EAST OF A METAL WITNESS POST, AND ON A
 LG1111'HIGH BANK NEAR THE NORTH POINT OF A TRIANGLE FORMED BY TWO ROADS
 LG1111'AND RAILROAD TRACK.
 LG1111'
 LG1111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LG1111'HIGHWAY 77 FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT, SOUTH, ON A
 LG1111'GRAVELED ROAD FOR 0.2 MILE TO RAILROAD TRACK AND THE AZIMUTH
 LG1111'MARK ON RIGHT.
 LG1111
 LG1111                          STATION RECOVERY (1966)
 LG1111
 LG1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1111'STATION MARK, REFERENCE MARK NO. 5, AND THE AZIMUTH MARK WERE
 LG1111'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 LG1111'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE DESCRIPTION WAS
 LG1111'ADEQUATE FOR RECOVERY.
 LG1111'
 LG1111'REFERENCE MARK NO. 6 WAS SET.
 LG1111'
 LG1111'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND NOTES FOR
 LG1111'REFERENCE MARK NO. 6.
 LG1111'
 LG1111'THE STATION IS 56.5 FEET SOUTH OF THE NORTHEAST CORNER OF A LOT
 LG1111'FENCE, 48.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, AND 1
 LG1111'FOOT WEST OF THE LOT FENCE.
 LG1111'
 LG1111'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED PEN 2 NO. 6 1966, IS
 LG1111'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG1111'SURFACE OF THE GROUND.  IT IS 86.5 FEET SOUTHWEST OF THE
 LG1111'NORTHEAST CORNER OF THE LOT FENCE AND 7 FEET NORTH OF THE
 LG1111'NORTHWEST CORNER OF THE SCHOOLHOUSE.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 LG1111'SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1968)
 LG1111
 LG1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1111'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG1111'GOOD CONDITION.  REFERENCE MARK NO. 5 AND REFERENCE MARK NO. 6
 LG1111'WERE DESTROYED WHEN THE PLEASANT VIEW SCHOOL WAS TORN DOWN AND
 LG1111'THE HILL WAS ALSO LOWERED.  THE TO REACH THE STATION WAS ADEQUATE.
 LG1111'
 LG1111'REFERENCE MARK NO. 7 AND REFERENCE MARK NO. 8 WERE SET BUT ANGLES
 LG1111'WERE NOT OBSERVED BECAUSE A TALL WOVEN WIRE FENCE WAS TO CLOSE TO
 LG1111'THE STATION MARK.
 LG1111'
 LG1111'FOLLOWING IS A DESCRIPTION FOR THE NEW REFERENCE MARKS AND NOTES
 LG1111'OF THE STATION MARK.
 LG1111'
 LG1111'STATION MARK IS 114 FEET SOUTH OF THE SOUTH LANE LEADING TO THE
 LG1111'SALT VALLEY VIEW HOUSING DEVELOPMENT, 48.5 FEET WEST OF THE SOUTH
 LG1111'BOUND LANE OF U.S. HIGHWAY 77, 36 FEET SOUTHEAST OF THE SOUTHEAST
 LG1111'CORNER OF A BRICK WALL, 1 FOOT NORTH OF A METAL WITNESS POST, 0.5
 LG1111'FOOT WEST OF THE FENCE, AND IN THE SOUTHWEST ANGLE OF SOUTH 14TH
 LG1111'STREET AND SALT VALLEY VIEW.
 LG1111'
 LG1111'REFERENCE MARK NO. 7, A STANDARD DISK STAMPED PEN 2 1966 NO. 7
 LG1111'1968, IS CEMENTED IN A DRILL HOLE IN A CONCRETE ISLAND BETWEEN
 LG1111'THE ENTRANCE TO THE SALT VALLEY VIEW HOUSING DEVELOPMENT.  IT IS
 LG1111'127.63 FEET, 38.902 METERS NORTH-NORTHWEST OF THE STATION, 39 FEET
 LG1111'WEST OF THE EAST EDGE OF THE ISLAND, 14 FEET NORTH OF THE CENTER
 LG1111'OF THE SOUTH LANE, AND 1 FOOT NORTH OF THE SOUTH EDGE OF ISLAND.
 LG1111'
 LG1111'REFERENCE MARK NO. 8, A STANDARD DISK STAMPED PEN 2 1966 NO. 8
 LG1111'1968, IS CEMENTED IN A DRILL HOLE IN A CONCRETE ISLAND BETWEEN
 LG1111'THE NORTH-SOUTH BOUND LANES OF U.S. HIGHWAY 77.  IT IS 101.05
 LG1111'FEET, 30.800 METERS EAST-SOUTHEAST OF THE STATION, 48.5 FEET NORTH
 LG1111'OF THE SOUTH EDGE OF THE ISLAND, 25.5 FEET WEST OF THE
 LG1111'NORTH-BOUND LANE, AND 1 FOOT EAST OF THE WEST EDGE OF THE LANE.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 LG1111'SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1970)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG1111'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED WHEN
 LG1111'DIRT WAS REMOVE FROM A ROAD CUT.  REFERENCE MARK NO. 7, REFERENCE
 LG1111'MARK NO. 8, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 LG1111'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 LG1111'RESET IN ITS ORIGINAL POSITION FROM THE INTERSECTION STATIONS
 LG1111'SHOWN IN THE BOX SCORE ABOVE.  SINCE THE STATION SITE HAS BEEN
 LG1111'LOWERED, A 6 FOOT TARGET IS NEEDED TO SEE THE AZIMUTH MARK.
 LG1111'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1111'
 LG1111'FOLLOWING IS ADDITIONAL NOTES FOR THE STATION MARK.
 LG1111'
 LG1111'STATION MARKS ARE STANDARD DISKS STAMPED PEN 2 1966 1970.  THE
 LG1111'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LG1111'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK, A
 LG1111'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3.5
 LG1111'FEET BELOW THE SURFACE OF THE GROUND.  IT IS 39.5 FEET SOUTH OF
 LG1111'AN UNDERGROUND TELEPHONE CABLE BOX AND 1 FOOT NORTH OF A METAL
 LG1111'WITNESS POST.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 LG1111'MILES SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1970)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LG1111'RECOVERED IN GOOD CONDITION.
 LG1111
 LG1111                          STATION RECOVERY (1976)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1111'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1111'REFERENCE MARKS AND THE AZIMUTH MARK WERE NOT SEARCHED FOR THIS
 LG1111'DATE.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 LG1111'MILES SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1977)
 LG1111
 LG1111'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (HED)
 LG1111'REFER TO QUAD 400964 PAGE 1007A STATION, REF 7, REF 8 AND AZIMUTH
 LG1111'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1111'
 LG1111'NEAREST TOWN--LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1986)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG1111'THE SURFACE STATION MARK, REFERENCE MARK 7 AND REFERENCE MARK 8 WERE
 LG1111'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 LG1111'CONSTRUCTION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LG1111'AGREED WITH 1970 DATA.  A CHECK WAS OBTAINED BETWEEN THE DISTANT
 LG1111'LANDMARKS, HOWEVER, THE DIRECTION TO THE LINCOLN, NEBRASKA STATE
 LG1111'CAPITOL BUILDING DOME WAS ABOUT 25 SECONDS SMALLER THAN THE INVERSED
 LG1111'DIRECTION.  THE UNDERGROUND MARK WAS NOT INSPECTED.  AN AZIMUTH MARK
 LG1111'2 WAS ESTABLISHED THIS DATE AND COORDINATES DETERMINED FOR THE MARK.
 LG1111'A NEW DESCRIPTION FOLLOWS.
 LG1111'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH FROM THE CENTER OF
 LG1111'LINCOLN, 1.6 KM (1.0 MI) SOUTH FROM THE SOUTH JUNCTION OF STATE
 LG1111'HIGHWAY 2 WITH U.S. HIGHWAY 77, AT THE ENTRANCE TO THE SALT VALLEY
 LG1111'VIEW APARTMENT COMPLEX AND THE NEBRASKA DEPARTMENT OF ROADS, DISTRICT
 LG1111'1 MAINTENANCE SHOP AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77
 LG1111'AND SOUTH 14TH STREET.
 LG1111'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAY 2 AND
 LG1111'U.S. HIGHWAY 77, BY THE STATE PRISON AT THE SOUTHWEST PART OF
 LG1111'LINCOLN, GO SOUTH ON U.S. HIGHWAY 77 AND SOUTH 14TH STREET FOR 1.45
 LG1111'KM (0.90 MI) TO SALT VALLEY VIEW STREET AND THE STATION ON THE RIGHT.
 LG1111'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1111'RECESSED 0.015 M (0.049 FT) BELOW THE GROUND SURFACE.  IT IS 34.75 M
 LG1111'(114.01 FT) SOUTH FROM THE CENTERLINE OF THE EAST BOUND LANE OF SALT
 LG1111'VALLEY VIEW STREET, 28.59 M (93.80 FT) EAST-NORTHEAST FROM THE
 LG1111'SOUTHEAST CORNER OF THE NORTHEASTERN MOST APARTMENT BUILDING, 26.06 M
 LG1111'(85.50 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THIS APARTMENT
 LG1111'BUILDING, 14.78 M (48.49 FT) WEST FROM THE SOUTH BOUND LANE OF THE
 LG1111'HIGHWAY AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.
 LG1111
 LG1111                          STATION RECOVERY (1991)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1111'IN LINCOLN, AT THE INTERSECTION OF U.S HIGHWAY 77 (SOUTH 14TH STREET)
 LG1111'AND SALT VALLEY VIEW STREET, 34.8 M (114.2 FT) SOUTH OF THE CENTER OF
 LG1111'THE EASTBOUND LANE OF THE STREET, 28.6 M (93.8 FT) EAST-NORTHEAST OF
 LG1111'THE SOUTHEAST CORNER OF AN APARTMENT BUILDING, 26.1 M (85.6 FT)
 LG1111'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 14.8 M (48.6
 LG1111'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 LG1111'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 LG1111'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW
 LG1111'THE GROUND SURFACE.
 LG1111
 LG1111                          STATION RECOVERY (2001)
 LG1111
 LG1111'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1111'STATION NOT SEARCHED FOR THIS DATE.
 LG1111'
 LG1111'HOWEVER, REFERENCE MARK 7 AND REFERENCE MARK 8 BOTH FOUND IN GOOD
 LG1111'CONDITION AS DESCRIBED IN 1968 DESCRIPTION.
 LG1111
 LG1111                          STATION RECOVERY (2006)
 LG1111
 LG1111'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 LG1111'IN LINCOLN, AT THE INTERSECTION OF NEBRASKA LINK 55W (SOUTH 14TH
 LG1111'STREET - FORMERLY US HWY 77)AND SALT VALLEY VIEW STREET, 34.8 M (114.2
 LG1111'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANE OF THE STREET,
 LG1111'28.6 M (93.8 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF AN
 LG1111'APARTMENT BUILDING, 26.1 M (85.6 FT) EAST-SOUTHEAST OF THE NORTHEAST
 LG1111'CORNER OF THE BUILDING, 17.5 M (57.5 FT)NORTH OF STREET LAMP POLE,
 LG1111'14.8 M (48.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LG1111'HIGHWAY, 12.3 M 40.5 FT) SOUTH OF TELEPHONE PEDASTAL,  8.0 M (26.4 FT)
 LG1111'WEST OF CURB, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 LG1111'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 LG1111'0.1 M (0.3 FT) BELOW THE GROUND SURFACE. REFERENCE MARKS 7 AND 8 WERE
 LG1111'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0592 ***********************************************************************
 NM0592  DESIGNATION -  PENDER
 NM0592  PID         -  NM0592
 NM0592  STATE/COUNTY-  NE/THURSTON
 NM0592  COUNTRY     -  US
 NM0592  USGS QUAD   -  PENDER (2017)
 NM0592
 NM0592                         *CURRENT SURVEY CONTROL
 NM0592  ______________________________________________________________________
 NM0592* NAD 83(1986) POSITION- 42 06 41.9    (N) 096 42 40.4    (W)   HD_HELD2
 NM0592* NAVD 88 ORTHO HEIGHT -   405.957 (meters)     1331.88  (feet) ADJUSTED
 NM0592  ______________________________________________________________________
 NM0592  GEOID HEIGHT    -        -25.354 (meters)                     GEOID18
 NM0592  DYNAMIC HEIGHT  -        405.814 (meters)     1331.41  (feet) COMP
 NM0592  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 NM0592
 NM0592  VERT ORDER      -  SECOND    CLASS 0
 NM0592
 NM0592.The horizontal coordinates were established by autonomous hand held GPS
 NM0592.observations and have an estimated accuracy of +/- 10 meters.
 NM0592
 NM0592.The orthometric height was determined by differential leveling and
 NM0592.adjusted by the NATIONAL GEODETIC SURVEY
 NM0592.in June 1991.
 NM0592
 NM0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0592.GEOID18 height accuracy estimate available here.
 NM0592
 NM0592.Click photographs - Photos may exist for this station.
 NM0592
 NM0592.The dynamic height is computed by dividing the NAVD 88
 NM0592.geopotential number by the normal gravity value computed on the
 NM0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0592.degrees latitude (g = 980.6199 gals.).
 NM0592
 NM0592.The modeled gravity was interpolated from observed gravity values.
 NM0592
 NM0592;                    North         East    Units  Estimated Accuracy
 NM0592;SPC NE       -   258,126.      771,858.      MT  (+/- 10 meters HH2 GPS)
 NM0592
 NM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM8922464706(NAD 83)
 NM0592
 NM0592                          SUPERSEDED SURVEY CONTROL
 NM0592
 NM0592  NGVD 29 (??/??/92)  405.804  (m)         1331.38   (f) ADJ UNCH    2 0
 NM0592
 NM0592.Superseded values are not recommended for survey control.
 NM0592
 NM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0592.See file dsdata.pdf to determine how the superseded data were derived.
 NM0592
 NM0592_MARKER: DB = BENCH MARK DISK
 NM0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0592_SP_SET: BUILDING
 NM0592_STAMPING: PENDER 1934
 NM0592_MARK LOGO: CGS
 NM0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0592+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2017
 NM0592
 NM0592  HISTORY     - Date     Condition        Report By
 NM0592  HISTORY     - 1934     MONUMENTED       CGS
 NM0592  HISTORY     - 20170831 GOOD             THOMDD
 NM0592
 NM0592                          STATION DESCRIPTION
 NM0592
 NM0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0592'AT PENDER.
 NM0592'AT PENDER, THURSTON COUNTY, AT THE HIGH SCHOOL, IN THE NORTH
 NM0592'WALL OF THE BUILDING, 68.7 FEET EAST OF THE NORTHWEST CORNER,
 NM0592'4 FEET WEST OF THE CENTER OF THE DOORWAY AT THE NORTH ENTRANCE,
 NM0592'87 FEET SOUTHWEST OF A FLAGPOLE, AND 4.1 FEET ABOVE THE GROUND.
 NM0592'A STANDARD DISK, STAMPED PENDER 1934 AND SET VERTICALLY.
 NM0592
 NM0592                          STATION RECOVERY (2017)
 NM0592
 NM0592'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 NM0592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1823 ***********************************************************************
 NM1823  DESIGNATION -  PEORIA
 NM1823  PID         -  NM1823
 NM1823  STATE/COUNTY-  NE/KNOX
 NM1823  COUNTRY     -  US
 NM1823  USGS QUAD   -  LINDY (2017)
 NM1823
 NM1823                         *CURRENT SURVEY CONTROL
 NM1823  ______________________________________________________________________
 NM1823* NAD 83(1995) POSITION- 42 41 37.69176(N) 097 38 31.33108(W)   ADJUSTED
 NM1823* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 NM1823  ______________________________________________________________________
 NM1823  GEOID HEIGHT    -        -25.606 (meters)                     GEOID18
 NM1823  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 NM1823  HORZ ORDER      -  FIRST
 NM1823
 NM1823.The horizontal coordinates were established by classical geodetic methods
 NM1823.and adjusted by the National Geodetic Survey in August 1997.
 NM1823
 NM1823.The orthometric height was scaled from a topographic map.
 NM1823
 NM1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1823.GEOID18 height accuracy estimate available here.
 NM1823
 NM1823.Click photographs - Photos may exist for this station.
 NM1823
 NM1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1823
 NM1823. The following values were computed from the NAD 83(1995) position.
 NM1823
 NM1823;                    North         East     Units Scale Factor Converg.
 NM1823;SPC NE       -   320,242.509   693,174.315   MT  0.99987403   +1 33 45.4
 NM1823;SPC NE       - 1,050,662.30  2,274,189.40   sFT  0.99987403   +1 33 45.4
 NM1823;UTM  14      - 4,727,707.000   611,234.257   MT  0.99975222   +0 55 15.2
 NM1823
 NM1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1823!SPC NE       -   0.99991428  x   0.99987403  =   0.99978832
 NM1823!UTM  14      -   0.99991428  x   0.99975222  =   0.99966652
 NM1823
 NM1823:                Primary Azimuth Mark                     Grid Az
 NM1823:SPC NE       -  PEORIA AZ MK                             354 23 52.6
 NM1823:UTM  14      -  PEORIA AZ MK                             355 02 22.8
 NM1823
 NM1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1123427707(NAD 83)
 NM1823
 NM1823|---------------------------------------------------------------------|
 NM1823| PID    Reference Object                     Distance      Geod. Az  |
 NM1823|                                                           dddmmss.s |
 NM1823| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX.12.4 KM 0695833.4 |
 NM1823| NM1822 BLOOMFIELD MUNICIPAL STANDPIPE      APPROX.11.5 KM 1821241.4 |
 NM1823| CO3453 PEORIA RM 3                         119.770 METERS 22720     |
 NM1823| CO3452 PEORIA RM 2                          86.917 METERS 27034     |
 NM1823| CO3451 PEORIA RM 1                          63.002 METERS 35249     |
 NM1823| CO3450 PEORIA AZ MK                                       3555738.0 |
 NM1823|---------------------------------------------------------------------|
 NM1823
 NM1823                          SUPERSEDED SURVEY CONTROL
 NM1823
 NM1823  NAD 83(1986)-  42 41 37.69908(N)    097 38 31.32425(W) AD(       ) 1
 NM1823  NAD 27      -  42 41 37.69500(N)    097 38 30.09100(W) AD(       ) 1
 NM1823
 NM1823.Superseded values are not recommended for survey control.
 NM1823
 NM1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1823.See file dsdata.pdf to determine how the superseded data were derived.
 NM1823
 NM1823_MARKER: DS = TRIANGULATION STATION DISK
 NM1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1823_STAMPING: PEORIA 1940
 NM1823_MARK LOGO: CGS
 NM1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1823+STABILITY: SURFACE MOTION
 NM1823
 NM1823  HISTORY     - Date     Condition        Report By
 NM1823  HISTORY     - 1940     MONUMENTED       CGS
 NM1823  HISTORY     - 1948     GOOD             CGS
 NM1823  HISTORY     - 1975     GOOD             NGS
 NM1823
 NM1823                          STATION DESCRIPTION
 NM1823
 NM1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1823'STATION IS LOCATED 6-1/2 MILES NORTH OF BLOOMFIELD, 5-1/2
 NM1823'MILES SE OF LINDY, .35 MILE SOUTH OF THE NW CORNER OF SECTION
 NM1823'2, T 31 N, R 3 W, ON PROPERTY OF ALICE PATTERSON.  STATION
 NM1823'IS ON HIGHEST POINT OF KNOLL IN UNCULTIVATED PATCH, 311 FEET
 NM1823'EAST OF CENTER LINE OF ROAD, 5-1/2 FEET WEST OF WHITE REFERENCE
 NM1823'POST.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED PEORIA,
 NM1823'1940.
 NM1823'
 NM1823'TO REACH STATION FROM LINDY, GO SOUTH 1/2 MILE TO INTERSECTION
 NM1823'WITH STATE ROUTE 12, GO EAST FOR 4 MILES TO CROSS-ROAD.  TURN
 NM1823'SOUTH AND GO 3.0 MILES TO CROSS-ROAD.  TURN EAST AND GO 1
 NM1823'MILE TO CROSS-ROAD.  TURN NORTH AND GO .65 MILE TO STATION
 NM1823'ON TOP OF KNOLL 100 YARDS TO EAST
 NM1823'
 NM1823'R.M. 1 IS 206.77 FEET (SLOPE) 206.35 FEET (HOR.) NORTH OF
 NM1823'STATION, AT THE NORTH END OF UNCULTIVATED PATCH.  MARK IS
 NM1823'278 FEET EAST OF CENTER LINE OF ROAD AND PROJECTS 3 INCHES.
 NM1823'DISK IS STAMPED PEORIA, NO. 1, 1940.
 NM1823'
 NM1823'R.M. 2 IS 285.50 FEET (SLOPE) 284.61 FEET (HOR.) WEST OF
 NM1823'STATION, 24 FEET EAST OF CENTERLINE OF ROAD, AND 81 FEET
 NM1823'NORTH OF A TELEPHONE POLE.  MARK PROJECTS 4 INCHES AND DISK
 NM1823'IS STAMPED PEORIA, NO. 2, 1940.
 NM1823'
 NM1823'AZIMUTH MARK IS 0.6 MILE NORTH OF STATION ON A SMALL HILL,
 NM1823'25 FEET EAST OF CENTERLINE OF ROAD WHICH RUNS BY STATION,
 NM1823'0.5 FOOT WEST OF FENCE LINE, 2-1/2 FEET SOUTH OF TELEPHONE
 NM1823'POLE, AND 5 FEET SOUTH OF WHITE REFERENCE POST.  MARK PROJECTS
 NM1823'5 INCHES.  DISK IS STAMPED PEORIA, 1940.
 NM1823'
 NM1823'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1823
 NM1823                          STATION RECOVERY (1948)
 NM1823
 NM1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1823'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940
 NM1823'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE LAND IS NOW
 NM1823'OWNED BY MR. RUDOLPH WEISS AND IS UNDER CULTIVATION.  R.M.
 NM1823'NO. 1 IS TO BE DESTROYED BECAUSE IT IS IN THE WAY.  A NEW
 NM1823'REFERENCE MARK (NO. 3) WAS ESTABLISHED.  A DIFFERENCE WAS
 NM1823'FOUND IN THE DISTANCES TO BOTH REFERENCE MARKS.  A COMPLETE
 NM1823'NEW DESCRIPTION FOLLOWS.
 NM1823'
 NM1823'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CROFTON,
 NM1823'ABOUT 6-1/2 MILES NORTH OF BLOOMFIELD, ABOUT 5-1/2 MILES
 NM1823'SOUTHEAST OF LINDY, ON A HIGH HILL ON PROPERTY OWNED AND
 NM1823'OCCUPIED BY MR. RUDOLPH WEISS.  IT IS 308 FEET EAST OF THE
 NM1823'CENTERLINE OF A DIRT ROAD.  THE DISK IS STAMPED PEORIA 1940
 NM1823'AND IS SET FLUSH WITH THE GROUND.
 NM1823'
 NM1823'REFERENCE MARK NO. 1 IS 206.70 FEET (SLOPE) NORTH OF THE
 NM1823'STATION.  THE DISK IS STAMPED PEORIA NO 1 1940 AND PROJECTS
 NM1823'3 INCHES.
 NM1823'
 NM1823'REFERENCE MARK NO. 2 IS 285.16 FEET (SLOPE) WEST OF THE STATION,
 NM1823'24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST
 NM1823'OF A FENCE LINE.  THE DISK IS STAMPED PEORIA NO 2 1940 AND
 NM1823'PROJECTS 4 INCHES.
 NM1823'
 NM1823'REFERENCE MARK NO. 3 IS 391.33 FEET (SLOPE) SOUTHWEST OF THE
 NM1823'STATION, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 20
 NM1823'FEET NORTH OF A TELEPHONE POLE, AND 9 FEET NORTH OF THE
 NM1823'CENTERLINE OF A TRACK ROAD.  THE DISK IS STAMPED PEORIA
 NM1823'NO 3 1948 AND PROJECTS 8 INCHES.
 NM1823'
 NM1823'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION,
 NM1823'25 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH
 NM1823'OF A WITNESS POST, AND 0.5 FOOT WEST OF A FENCE LINE.  THE
 NM1823'DISK IS STAMPED PEORIA 1940 AND PROJECTS 5 INCHES.
 NM1823'
 NM1823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1823'AND STATE HIGHWAY 12, AT THE WEST EDGE OF CROFTON, GO WEST
 NM1823'ON HIGHWAYS 81 AND 12 FOR 1.0 MILE TO ANOTHER JUNCTION.
 NM1823'CONTINUE STRAIGHT AHEAD ON HIGHWAY 12 FOR 6.15 MILE TO A
 NM1823'SIDE ROAD LEFT, JUST BEFORE REACHING THE TOP OF A HILL.  TURN
 NM1823'LEFT AND FOLLOW THE DIRT ROAD FOR 2.1 MILES TO THE TOP OF
 NM1823'A RIDGE AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE AHEAD
 NM1823'FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NM1823'
 NM1823'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 NM1823'
 NM1823'A 100 FOOT SIGNAL AT SANTEE 1901 IS VISIBLE AT 77 FEET.
 NM1823'
 NM1823'A 4 FOOT SIGNAL AT LAKEPORT (MORC) IS VISIBLE FROM THE GROUND.
 NM1823'
 NM1823'A 4 FOOT SIGNAL AT SCHMIDT 1935 IS VISIBLE AT 64 FEET.
 NM1823'
 NM1823'A 4 FOOT SIGNAL AT ROSE 1940 IS VISIBLE FROM THE GROUND.
 NM1823
 NM1823                          STATION RECOVERY (1975)
 NM1823
 NM1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HED)
 NM1823'STATION, AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 NM1823'
 NM1823'NEAREST TOWN--CROFTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1934 ***********************************************************************
 MK1934  DESIGNATION -  PEREGRINE
 MK1934  PID         -  MK1934
 MK1934  STATE/COUNTY-  NE/NANCE
 MK1934  COUNTRY     -  US
 MK1934  USGS QUAD   -  FULLERTON (2017)
 MK1934
 MK1934                         *CURRENT SURVEY CONTROL
 MK1934  ______________________________________________________________________
 MK1934* NAD 83(1995) POSITION- 41 17 47.08311(N) 097 59 13.87143(W)   ADJUSTED
 MK1934* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 MK1934  ______________________________________________________________________
 MK1934  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 MK1934  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 MK1934  HORZ ORDER      -  SECOND
 MK1934
 MK1934.The horizontal coordinates were established by classical geodetic methods
 MK1934.and adjusted by the National Geodetic Survey in August 1997.
 MK1934
 MK1934.The orthometric height was scaled from a topographic map.
 MK1934
 MK1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1934.GEOID18 height accuracy estimate available here.
 MK1934
 MK1934.Click photographs - Photos may exist for this station.
 MK1934
 MK1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1934
 MK1934. The following values were computed from the NAD 83(1995) position.
 MK1934
 MK1934;                    North         East     Units Scale Factor Converg.
 MK1934;SPC NE       -   164,400.580   668,515.832   MT  0.99966524   +1 20 02.0
 MK1934;SPC NE       -   539,370.90  2,193,289.03   sFT  0.99966524   +1 20 02.0
 MK1934;UTM  14      - 4,572,157.099   584,797.003   MT  0.99968849   +0 40 06.4
 MK1934
 MK1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1934!SPC NE       -   0.99992043  x   0.99966524  =   0.99958570
 MK1934!UTM  14      -   0.99992043  x   0.99968849  =   0.99960895
 MK1934
 MK1934:                Primary Azimuth Mark                     Grid Az
 MK1934:SPC NE       -  PEREGRINE AZ MK                          127 56 04.8
 MK1934:UTM  14      -  PEREGRINE AZ MK                          128 36 00.4
 MK1934
 MK1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8479772157(NAD 83)
 MK1934
 MK1934|---------------------------------------------------------------------|
 MK1934| PID    Reference Object                     Distance      Geod. Az  |
 MK1934|                                                           dddmmss.s |
 MK1934| CN9441 PEREGRINE RM 1                       37.030 METERS 10116     |
 MK1934| CN9440 PEREGRINE AZ MK                                    1291606.8 |
 MK1934| MK1932 L 11 20                              18.277 METERS 35559     |
 MK1934|---------------------------------------------------------------------|
 MK1934
 MK1934                          SUPERSEDED SURVEY CONTROL
 MK1934
 MK1934  NAD 83(1986)-  41 17 47.08981(N)    097 59 13.87548(W) AD(       ) 2
 MK1934  NAD 27      -  41 17 47.03500(N)    097 59 12.66300(W) AD(       ) 2
 MK1934
 MK1934.Superseded values are not recommended for survey control.
 MK1934
 MK1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1934.See file dsdata.pdf to determine how the superseded data were derived.
 MK1934
 MK1934_MARKER: DS = TRIANGULATION STATION DISK
 MK1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1934+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 MK1934
 MK1934  HISTORY     - Date     Condition        Report By
 MK1934  HISTORY     - 1950     MONUMENTED       CGS
 MK1934  HISTORY     - 20070815 GOOD             NEDR
 MK1934
 MK1934                          STATION DESCRIPTION
 MK1934
 MK1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1934'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 MK1934'TOWN OF FULLERTON, 1/4 MILE WEST OF STATE HIGHWAY 14 AND ON THE
 MK1934'HIGHEST KNOLL IN PASTURED LAND.  THE MARK PROJECTS 2 INCHES
 MK1934'AND THE DISK IS STAMPED PEREGRINE 1950.
 MK1934'
 MK1934'REFERENCE MARK NO. 1 IS AT THE BOTTOM OF THE EAST SLOPE OF THE
 MK1934'KNOLL.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MK1934'PEREGRINE NO 1 1950.
 MK1934'
 MK1934'BENCH MARK L-11-20 (USBR) IS LOCATED AT THE NORTH EDGE OF THE
 MK1934'KNOLL.  THE MARK IS A BUREAU OF RECLAMATION DISK SET IN AN
 MK1934'8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND
 MK1934'THE DISK IS STAMPED L-11-20.
 MK1934'
 MK1934'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MK1934'PEREGRINE TO BENCH MARK L-11-20.  THE DISTANCE IS AS SHOWN
 MK1934'ABOVE.
 MK1934'
 MK1934'AZIMUTH MARK IS 41 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MK1934'14, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF THE
 MK1934'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MK1934'IS STAMPED PEREGRINE 1950.
 MK1934'
 MK1934'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH 0.1 MILE
 MK1934'TO CROSS STREETS, TURN RIGHT (WEST) WITH STATE HIGHWAY 22, 0.25
 MK1934'MILE TO THE INTERSECTION OF STATE HIGHWAYS 14 AND 22, TURN
 MK1934'LEFT (SOUTH) ON HIGHWAY 14 0.9 MILE TO BRIDGE OVER THE LOUP
 MK1934'RIVER.  CONTINUE SOUTH ON HIGHWAY 14 3.75 MILES TO A WIRE GATE
 MK1934'ON THE RIGHT JUST AFTER PASSING A PLANTED GROVE OF TREES, TURN
 MK1934'RIGHT (WEST) THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE 0.3
 MK1934'MILE TO THE HIGHEST POINT AND THE STATION.
 MK1934'
 MK1934'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO PASTURE, GO
 MK1934'SOUTH 0.4 MILE TO THE MARK ON THE RIGHT OR WEST SIDE OF THE
 MK1934'ROAD.
 MK1934'
 MK1934'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MK1934
 MK1934                          STATION RECOVERY (2007)
 MK1934
 MK1934'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 MK1934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0521 ***********************************************************************
 LJ0521  DESIGNATION -  PERKINS RESET
 LJ0521  PID         -  LJ0521
 LJ0521  STATE/COUNTY-  NE/PERKINS
 LJ0521  COUNTRY     -  US
 LJ0521  USGS QUAD   -  BRANDON NW (2017)
 LJ0521
 LJ0521                         *CURRENT SURVEY CONTROL
 LJ0521  ______________________________________________________________________
 LJ0521* NAD 83(1995) POSITION- 40 59 43.10462(N) 101 56 15.56997(W)   ADJUSTED
 LJ0521* NAVD 88 ORTHO HEIGHT -  1085.    (meters)     3560.    (feet) SCALED
 LJ0521  ______________________________________________________________________
 LJ0521  GEOID HEIGHT    -        -20.855 (meters)                     GEOID18
 LJ0521  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 LJ0521  HORZ ORDER      -  FIRST
 LJ0521
 LJ0521.The horizontal coordinates were established by classical geodetic methods
 LJ0521.and adjusted by the National Geodetic Survey in August 1997.
 LJ0521
 LJ0521.The orthometric height was scaled from a topographic map.
 LJ0521
 LJ0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0521.GEOID18 height accuracy estimate available here.
 LJ0521
 LJ0521.Click photographs - Photos may exist for this station.
 LJ0521
 LJ0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0521
 LJ0521. The following values were computed from the NAD 83(1995) position.
 LJ0521
 LJ0521;                    North         East     Units Scale Factor Converg.
 LJ0521;SPC NE       -   130,836.195   337,026.070   MT  0.99969803   -1 17 02.7
 LJ0521;SPC NE       -   429,251.75  1,105,726.36   sFT  0.99969803   -1 17 02.7
 LJ0521;UTM  14      - 4,542,393.445   252,905.631   MT  1.00035153   -1 55 41.0
 LJ0521;UTM  13      - 4,542,754.047   757,583.200   MT  1.00041669   +2 00 36.0
 LJ0521
 LJ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0521!SPC NE       -   0.99983304  x   0.99969803  =   0.99953112
 LJ0521!UTM  14      -   0.99983304  x   1.00035153  =   1.00018451
 LJ0521!UTM  13      -   0.99983304  x   1.00041669  =   1.00024966
 LJ0521
 LJ0521:                Primary Azimuth Mark                     Grid Az
 LJ0521:SPC NE       -  PERKINS AZ MK                            357 43 10.7
 LJ0521:UTM  14      -  PERKINS AZ MK                            358 21 49.0
 LJ0521:UTM  13      -  PERKINS AZ MK                            354 25 32.0
 LJ0521
 LJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5290542393(NAD 83)
 LJ0521
 LJ0521|---------------------------------------------------------------------|
 LJ0521| PID    Reference Object                     Distance      Geod. Az  |
 LJ0521|                                                           dddmmss.s |
 LJ0521| LJ0509 TRINITY LUTH CH STEEPLE             APPROX.16.5 KM 1034701.9 |
 LJ0521| CP7936 PERKINS RM 1                         42.248 METERS 17904     |
 LJ0521| CP7938 PERKINS RM 3                        107.823 METERS 18252     |
 LJ0521| MN0422 AIRWAY BEACON                       APPROX. 6.9 KM 3011949.0 |
 LJ0521| CP7937 PERKINS RM 2                         87.222 METERS 31627     |
 LJ0521| CP7939 PERKINS RM 4                         10.718 METERS 32250     |
 LJ0521| CP7935 PERKINS AZ MK                                      3562608.0 |
 LJ0521|---------------------------------------------------------------------|
 LJ0521
 LJ0521                          SUPERSEDED SURVEY CONTROL
 LJ0521
 LJ0521  NAD 83(1992)-  40 59 43.10465(N)    101 56 15.57163(W) AD(       ) 1
 LJ0521  NAD 83(1986)-  40 59 43.10453(N)    101 56 15.57168(W) AD(       ) 1
 LJ0521  NAD 27      -  40 59 43.12300(N)    101 56 13.92900(W) AD(       ) 1
 LJ0521
 LJ0521.Superseded values are not recommended for survey control.
 LJ0521
 LJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0521.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0521
 LJ0521_MARKER: DS = TRIANGULATION STATION DISK
 LJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0521_STAMPING: PERKINS 1933 1963
 LJ0521_MARK LOGO: CGS
 LJ0521_PROJECTION: RECESSED 51 CENTIMETERS
 LJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0521+STABILITY: SURFACE MOTION
 LJ0521
 LJ0521  HISTORY     - Date     Condition        Report By
 LJ0521  HISTORY     - 1933     MONUMENTED       CGS
 LJ0521  HISTORY     - 1959     GOOD             USGS
 LJ0521  HISTORY     - 1963     GOOD             CGS
 LJ0521
 LJ0521                          STATION DESCRIPTION
 LJ0521
 LJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0521'STATION IS ABOUT 7 MILES SSW OF BRULE IN NW 1/4 SEC. 19 T
 LJ0521'12 N, R 40 W ON RIGHT-OF-WAY OF COUNTY ROAD.  STATION MARK ON
 LJ0521'N AND S ROAD ABOUT 4 FEET W OF E FENCE, AND ABOUT 68 PACES
 LJ0521'S OF 1/4 SECTION CORNER.
 LJ0521'
 LJ0521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0521'BRONZE DISKS SET IN CONCRETE.
 LJ0521'
 LJ0521'REFERENCE MARK NO. 1 IS S OF STATION IN FENCE LINE.
 LJ0521'
 LJ0521'REFERENCE MARK NO. 2 IS NW OF STATION IN 1/4 LINE FENCE
 LJ0521'LINE.
 LJ0521'
 LJ0521'AZIMUTH MARK IS N OF STATION IN FENCE LINE ON W SIDE OF ROAD.
 LJ0521'
 LJ0521'ALL MARKS PROTRUDE ABOUT 4 INCHES.
 LJ0521'
 LJ0521'STATION REACHED FROM BRULE--S 1.25 MILES, W 1.75 MILES, S 2.0
 LJ0521'MILES, W 0.9 MILE, S 3.5 MILES.
 LJ0521'
 LJ0521'HEIGHT OF LIGHT ABOVE STATION MARK - 7.66 METERS.
 LJ0521
 LJ0521                          STATION RECOVERY (1959)
 LJ0521
 LJ0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0521'STATION IS NOW ABOUT 290 FEET SOUTH AND 41 FEET EAST OF QUARTER
 LJ0521'CORNER BETWEEN SECTIONS 19 AND 24, 36 FEET SOUTHEAST OF A
 LJ0521'POWER POLE, IN TOP OF A CONCRETE POST.  STANDARD U.S.C. AND
 LJ0521'G.S. TABLET STAMPED PERKINS 1933, INSTEAD OF ABOUT 4 FEET
 LJ0521'WEST OF EAST FENCE AND ABOUT 68 PACES SOUTH OF QUARTER SECTION
 LJ0521'CORNER.
 LJ0521'
 LJ0521'REFERENCE MARK 1 HAS BEEN DISTURBED.  REFERENCE MARK 2 HAS
 LJ0521'BEEN DESTROYED.  FOUND IN DITCH ABOUT 1/4 MILE N OF STATION.
 LJ0521
 LJ0521                          STATION RECOVERY (1963)
 LJ0521
 LJ0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LJ0521'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LJ0521'CONDITION.  THE STATION MARKS, SURFACE AND UNDERGROUND, WERE
 LJ0521'LOWERED 2 FEET UPON THE LAND OWNERS REQUEST.  REFERENCE MARKS
 LJ0521'1 AND 2 WERE DESTROYED BY FARM MACHINERY.  REFERENCE MARKS
 LJ0521'3 AND 4 WERE SET NEAR POWER POLES SO THEY WOULD NOT BE PLOWED
 LJ0521'OUT.  ALL FENCES HAVE BEEN REMOVED AND A TRACK ROAD RUNNING
 LJ0521'ALONG THE WEST SIDE OF A POWER LINE NOW SEPERATES THE
 LJ0521'CULTIVATED FIELDS.
 LJ0521'
 LJ0521'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BIG SPRINGS
 LJ0521'AND 7-1/2 MILES SOUTH-SOUTHWEST OF BRULE.
 LJ0521'
 LJ0521'TO REACH THE STATION FROM THE ROAD AND RAILROAD CROSSING JUST WEST
 LJ0521'OF THE DEPOT IN BRULE, DRIVE SOUTH ON A PAVED ROAD FOR 1.1
 LJ0521'MILES TO A T-INTERSECTION.  TURN RIGHT AND DRIVE WEST ON A
 LJ0521'PAVED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LJ0521'DRIVE SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A T-INTERSECTION.
 LJ0521'TURN RIGHT AND DRIVE WEST FOR 1.9 MILES TO A SIDE ROAD LEFT.
 LJ0521'TURN LEFT AND DRIVE SOUTH FOR 3.1 MILES TO A CROSSROAD.
 LJ0521'CONTINUE SOUTH ON A TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 LJ0521'ON THE WEST SIDE OF THE TRACK ROAD.  CONTINUE SOUTH ON THE
 LJ0521'TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE EAST SIDE
 LJ0521'OF THE TRACK ROAD.
 LJ0521'
 LJ0521'THE STATION MARKS ARE STANDARD DISKS, STAMPED
 LJ0521'PERKINS 1933 1963.  THE UNDERGROUND MARK IS SET IN A MASS OF
 LJ0521'CONCRETE 65 INCHES BELOW THE GROUND SURFACE AND THE TOP MARK
 LJ0521'IS SET IN THE TOP OF A CONCRETE CYLINDER, 2.4 FEET IN DIAMETER,
 LJ0521'20 INCHES BELOW THE GROUND SURFACE.  IT IS 41.5 FEET EAST OF THE
 LJ0521'CENTER OF A TRACK ROAD AND 37.0 FEET SOUTHEAST OF A POWER LINE
 LJ0521'POLE WITH A WITNESS SIGN ATTACHED.
 LJ0521'
 LJ0521'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PERKINS NO 3
 LJ0521'1933 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LJ0521'WHICH IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LJ0521'SURFACE.  IT IS 19.5 FEET EAST OF THE CENTER OF A TRACK ROAD
 LJ0521'AND 1.5 FEET NORTH OF A POWER LINE POLE.  THE POWER LINE POLE
 LJ0521'HAS A WITNESS SIGN NAILED TO IT.
 LJ0521'
 LJ0521'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PERKINS NO 4
 LJ0521'1933 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LJ0521'WHICH IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LJ0521'SURFACE.  IT IS 20.0 FEET EAST OF THE CENTER OF A TRACK ROAD
 LJ0521'AND 1.0 FOOT SOUTHEAST OF A POWER LINE POLE WITH A WITNESS
 LJ0521'SIGN ATTACHED.
 LJ0521'
 LJ0521'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 LJ0521'PERKINS AZIMUTH 1933, SET IN THE TOP OF A 12-INCH SQUARE
 LJ0521'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LJ0521'22.0 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.0 FOOT SOUTH OF
 LJ0521'A METAL WITNESS POST WITH A SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1081 ***********************************************************************
 LH1081  DESIGNATION -  PERRY
 LH1081  PID         -  LH1081
 LH1081  STATE/COUNTY-  NE/DAWSON
 LH1081  COUNTRY     -  US
 LH1081  USGS QUAD   -  COZAD (2017)
 LH1081
 LH1081                         *CURRENT SURVEY CONTROL
 LH1081  ______________________________________________________________________
 LH1081* NAD 83(1995) POSITION- 40 52 26.15274(N) 099 53 25.96293(W)   ADJUSTED
 LH1081* NAVD 88 ORTHO HEIGHT -   756.    (meters)     2480.    (feet) SCALED
 LH1081  ______________________________________________________________________
 LH1081  GEOID HEIGHT    -        -23.475 (meters)                     GEOID18
 LH1081  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LH1081  HORZ ORDER      -  FIRST
 LH1081
 LH1081.The horizontal coordinates were established by classical geodetic methods
 LH1081.and adjusted by the National Geodetic Survey in August 1997.
 LH1081
 LH1081.The orthometric height was scaled from a topographic map.
 LH1081
 LH1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1081.GEOID18 height accuracy estimate available here.
 LH1081
 LH1081.Click photographs - Photos may exist for this station.
 LH1081
 LH1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1081
 LH1081. The following values were computed from the NAD 83(1995) position.
 LH1081
 LH1081;                    North         East     Units Scale Factor Converg.
 LH1081;SPC NE       -   115,540.580   509,223.924   MT  0.99971898   +0 04 21.1
 LH1081;SPC NE       -   379,069.39  1,670,678.82   sFT  0.99971898   +0 04 21.1
 LH1081;UTM  14      - 4,525,144.033   424,960.816   MT  0.99966930   -0 34 58.1
 LH1081
 LH1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1081!SPC NE       -   0.99988506  x   0.99971898  =   0.99960407
 LH1081!UTM  14      -   0.99988506  x   0.99966930  =   0.99955440
 LH1081
 LH1081:                Primary Azimuth Mark                     Grid Az
 LH1081:SPC NE       -  GOLD                                     193 09 54.9
 LH1081:UTM  14      -  GOLD                                     193 49 14.1
 LH1081
 LH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2496025144(NAD 83)
 LH1081
 LH1081|---------------------------------------------------------------------|
 LH1081| PID    Reference Object                     Distance      Geod. Az  |
 LH1081|                                                           dddmmss.s |
 LH1081| LH0855 PERRY RM 1                           31.865 METERS 08022     |
 LH1081| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX.13.5 KM 1175021.2 |
 LH1081| LH1046 LEXINGTON FIRST NAT BANK SPIRE      APPROX.16.4 KM 1300320.0 |
 LH1081| LH1045 LEXINGTON FLOUR MILL ELEV STK       APPROX.16.8 KM 1302814.8 |
 LH1081| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.16.3 KM 1310159.1 |
 LH1081| LH0854 PERRY AZ MK                                        1392852.0 |
 LH1081| LH1071 GOLD                                APPROX.15.6 KM 1931416.0 |
 LH1081| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX. 8.4 KM 2554553.0 |
 LH1081| LH1084 COZAD MUNICIPAL TANK                APPROX. 8.4 KM 2580526.8 |
 LH1081| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX. 4.1 KM 2755553.3 |
 LH1081| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.23.1 KM 2832504.2 |
 LH1081| LH0856 PERRY RM 2                           37.712 METERS 29120     |
 LH1081|---------------------------------------------------------------------|
 LH1081
 LH1081                          SUPERSEDED SURVEY CONTROL
 LH1081
 LH1081  NAD 83(1986)-  40 52 26.15993(N)    099 53 25.96793(W) AD(       ) 1
 LH1081  NAD 27      -  40 52 26.13200(N)    099 53 24.54800(W) AD(       ) 1
 LH1081
 LH1081.Superseded values are not recommended for survey control.
 LH1081
 LH1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1081.See file dsdata.pdf to determine how the superseded data were derived.
 LH1081
 LH1081_MARKER: DS = TRIANGULATION STATION DISK
 LH1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1081_STAMPING: PERRY 1934
 LH1081_MARK LOGO: CGS
 LH1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1081+STABILITY: SURFACE MOTION
 LH1081
 LH1081  HISTORY     - Date     Condition        Report By
 LH1081  HISTORY     - 1934     MONUMENTED       CGS
 LH1081  HISTORY     - 1951     GOOD             CGS
 LH1081
 LH1081                          STATION DESCRIPTION
 LH1081
 LH1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1081'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 36, T. 11 N., R. 23 W.,
 LH1081'5 MILES EAST AND 1 MILE NORTH OF COZAD, AND 7-1/2 MILES WEST
 LH1081'AND 6-1/2 MILES NORTH OF LEXINGTON, ON LAND OWNED BY MR. T.J.
 LH1081'BROWNFIELD.  STATION IS 15 FEET SOUTH AND 5 FEET EAST OF THE
 LH1081'SOUTHEAST CORNER OF THE HOUSE OF E.B. PERRY, TENANT, AND 50 FEET
 LH1081'NORTH OF SECTION LINE ROAD.  MARK PROJECTS 6 INCHES ABOVE
 LH1081'GROUND.
 LH1081'
 LH1081'STATION IS REACHED FROM RAILROAD STATION IN LEXINGTON BY GOING
 LH1081'WEST ON U.S. HIGHWAY 30 FOR 8.0 MILES.  THEN TURN RIGHT OFF U.S.
 LH1081'HIGHWAY 30 JUST BEFORE COMING TO THE DARR ELEVATOR AND FOLLOW
 LH1081'GRAVEL ROAD NORTH FOR 3.8 MILES TO CROSS ROAD.  TURN LEFT AND GO
 LH1081'0.45 MILE WEST OT WHITE HOUSE AND STATION ON THE RIGHT.
 LH1081'
 LH1081'REFERENCE MARK NO. 1 IS 75 FEET NORTH OF ROAD, IN BARN LOT FENCE
 LH1081'WHICH IS 70 FEET EAST OF LANE LEADING TO THE HOUSE, AND PROJECTS 6
 LH1081'INCHES ABOVE GROUND.
 LH1081'
 LH1081'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, 105 FEET NORTH
 LH1081'OF ROAD, ON EAST EDGE OF GROVE OF TREES, AND PROJECTS 6 INCHES
 LH1081'ABOVE GROUND.
 LH1081'
 LH1081'AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF STATION, 35 FEET EAST OF
 LH1081'CENTERLINE OF ROAD, IN THE FENCE LINE, 20 FEET SOUTH OF ONE-STORY
 LH1081'FRAME HOUSE.  TO REACH FROM STATION, GO 0.45 MILE EAST TO CROSS
 LH1081'ROAD.  THEN TURN RIGHT AND GO 0.4 MILE SOUTH TO MARK ON LEFT,
 LH1081'WHICH PROJECTS 6 INCHES ABOVE GROUND.
 LH1081'
 LH1081'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LH1081
 LH1081                          STATION RECOVERY (1951)
 LH1081
 LH1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1081'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1081'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1081'STATION AND ALL MARKS WERE REMOVED BY THE REQUEST OF THE LAND
 LH1081'OWNER.  THE SUBSURFACE MARK REMAINS INTACT.  A TRAVERSE CONNECTION
 LH1081'WAS MADE BETWEEN PERRY 2 1951 AND PERRY 1934.
 LH1081'
 LH1081'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1081'
 LH1081'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF LEXINGTON AND
 LH1081'JUST SOUTH-SOUTHEAST OF A FARM HOUSE.  IT IS 49.0 FEET NORTH OF
 LH1081'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 26.0 FEET NORTHWEST OF
 LH1081'A POWERLINE POLE AND 19.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 LH1081'CORNER OF A FARM HOUSE.  THE SUBSURFACE MARK IS STAMPED PERRY
 LH1081'1934.
 LH1081'
 LH1081'THE TRAVESE DISTANCE BETWEEN PERRY 2 1951 AND PERRY 1934 IS 65.45
 LH1081'FEET (19.949 METERS).  THE DIRECTION IS WEST FROM PERRY 2 1951.
 LH1081'
 LH1081'TO REACH THE STATION FROM THE DEPOT IN LEXINGTON, GO WEST-NORTHWEST
 LH1081'ON U.S. HIGHWAY 30 FOR 7.75 MILES TO A CROSSROAD, JUST BEFORE
 LH1081'REACHING THE LARR ELEVATOR.  TURN RIGHT AT THE CROSSROAD AND GO
 LH1081'NORTH ON A GRAVELED ROAD FOR 3.7 MILES TO A CROSSROAD.  TURN
 LH1081'LEFT, WEST, ON A GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE ON
 LH1081'THE RIGHT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0461 ***********************************************************************
 LJ0461  DESIGNATION -  PERRY
 LJ0461  PID         -  LJ0461
 LJ0461  STATE/COUNTY-  NE/RED WILLOW
 LJ0461  COUNTRY     -  US
 LJ0461  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0461
 LJ0461                         *CURRENT SURVEY CONTROL
 LJ0461  ______________________________________________________________________
 LJ0461* NAD 83(1995) POSITION- 40 14 05.59355(N) 100 43 21.40385(W)   ADJUSTED
 LJ0461* NAVD 88 ORTHO HEIGHT -   769.    (meters)     2523.    (feet) SCALED
 LJ0461  ______________________________________________________________________
 LJ0461  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 LJ0461  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 LJ0461  HORZ ORDER      -  THIRD
 LJ0461
 LJ0461.The horizontal coordinates were established by classical geodetic methods
 LJ0461.and adjusted by the National Geodetic Survey in August 1997.
 LJ0461
 LJ0461.The orthometric height was scaled from a topographic map.
 LJ0461
 LJ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0461.GEOID18 height accuracy estimate available here.
 LJ0461
 LJ0461.Click photographs - Photos may exist for this station.
 LJ0461
 LJ0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0461
 LJ0461. The following values were computed from the NAD 83(1995) position.
 LJ0461
 LJ0461;                    North         East     Units Scale Factor Converg.
 LJ0461;SPC NE       -    44,843.005   438,512.047   MT  0.99990207   -0 28 43.9
 LJ0461;SPC NE       -   147,122.43  1,438,684.94   sFT  0.99990207   -0 28 43.9
 LJ0461;UTM  14      - 4,455,251.047   353,459.700   MT  0.99986435   -1 06 46.3
 LJ0461
 LJ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0461!SPC NE       -   0.99988306  x   0.99990207  =   0.99978515
 LJ0461!UTM  14      -   0.99988306  x   0.99986435  =   0.99974743
 LJ0461
 LJ0461:                Primary Azimuth Mark                     Grid Az
 LJ0461:SPC NE       -  PERRY AZ MK                              104 56 34.4
 LJ0461:UTM  14      -  PERRY AZ MK                              105 34 36.8
 LJ0461
 LJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5345955251(NAD 83)
 LJ0461
 LJ0461|---------------------------------------------------------------------|
 LJ0461| PID    Reference Object                     Distance      Geod. Az  |
 LJ0461|                                                           dddmmss.s |
 LJ0461| LJ0460 6 S RM                               58.482 METERS 01955     |
 LJ0461| LJ0459 S 16 RM                              40.128 METERS 03048     |
 LJ0461| CN9444 PERRY RM 1                           19.739 METERS 09749     |
 LJ0461| CN9443 PERRY AZ MK                                        1042750.5 |
 LJ0461| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 5.9 KM 1142453.3 |
 LJ0461|---------------------------------------------------------------------|
 LJ0461
 LJ0461                          SUPERSEDED SURVEY CONTROL
 LJ0461
 LJ0461  NAD 83(1986)-  40 14 05.59767(N)    100 43 21.40964(W) AD(       ) 3
 LJ0461  NAD 27      -  40 14 05.59421(N)    100 43 19.84821(W) AD(       ) 3
 LJ0461
 LJ0461.Superseded values are not recommended for survey control.
 LJ0461
 LJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0461.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0461
 LJ0461_MARKER: DS = TRIANGULATION STATION DISK
 LJ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0461_STAMPING: PERRY 1951
 LJ0461_MARK LOGO: CGS
 LJ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0461+STABILITY: SURFACE MOTION
 LJ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0461+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LJ0461
 LJ0461  HISTORY     - Date     Condition        Report By
 LJ0461  HISTORY     - 1951     MONUMENTED       CGS
 LJ0461  HISTORY     - 20030602 GOOD             NEDR
 LJ0461
 LJ0461                          STATION DESCRIPTION
 LJ0461
 LJ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0461'THE STATION IS LOCATED ABOUT 6 MILES EAST OF CULBERTSON, 5.5
 LJ0461'MILES WEST-NORTHWEST OF MC COOK AND 1.7 MILES NORTH OF THE
 LJ0461'PERRY ELEVATORS.  IT IS 35 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0461'GRAVELED ROAD, 4 FEET NORTH OF A WITNESS POST AND 2 FEET EAST
 LJ0461'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PERRY 1951 AND
 LJ0461'PROJECTS 8 INCHES.
 LJ0461'
 LJ0461'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0461'GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LJ0461'IS STAMPED PERRY NO 1 1951 AND PROJECTS 1 INCH.
 LJ0461'
 LJ0461'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0461'GRAVELED ROAD, 11 FEET NORTH OF THE NORTH END OF A WIRE GATE
 LJ0461'AND 0.4 FOOT WEST-SOUTHWEST OF A ROUND WITNESS POST.
 LJ0461'
 LJ0461'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0461'2.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0461'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED 6 S R.M. 41.5 FT.
 LJ0461'AND PROJECTS 6 INCHES.
 LJ0461'
 LJ0461'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF A POWER LINE POLE, 31
 LJ0461'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND
 LJ0461'1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LJ0461'
 LJ0461'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0461'3.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0461'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED S 16 R.M. 49.5 FT.
 LJ0461'AND PROJECTS 6 INCHES.
 LJ0461'
 LJ0461'THE DISTANCE BETWEEN REFENCE MARK NO. 1 AND REFERENCE MARK NO.
 LJ0461'2 (6 S R.M. (USCS)) IS 122.1 FEET AND THE DISTANCE BETWEEN
 LJ0461'REFERENCE MARK NO. 2 (6 S R.M. (USCS)) AND REFERENCE MARK NO. 3
 LJ0461'(S 16 R.M. (USCS)) IS 67.3 FEET.
 LJ0461'
 LJ0461'THE AZIMUTH MARK IS LOCATED 34 FEET EAST OF THE CENTER OF A
 LJ0461'NORTH-SOUTH GRAVELED ROAD, 3 FEET SOUTH OF A POWER LINE POLE
 LJ0461'AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LJ0461'PERRY 1951 AND PROJECTS 2 INCHES.
 LJ0461'
 LJ0461'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0461'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND 83.
 LJ0461'TURN RIGHT AND GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO THE
 LJ0461'POINT WHERE U.S. HIGHWAY 83 TURNS NORTH, CONTINUE WESTERLY
 LJ0461'ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A CROSSROAD JUST
 LJ0461'EAST OF THE PERRY ELEVATORS.  TURN RIGHT AND GO NORTH ON A
 LJ0461'GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 LJ0461'DESCRIBED.
 LJ0461'
 LJ0461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LJ0461'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LJ0461'AS DESCRIBED.
 LJ0461
 LJ0461                          STATION RECOVERY (2003)
 LJ0461
 LJ0461'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KAK)
 LJ0461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1079 ***********************************************************************
 LH1079  DESIGNATION -  PERRY 2
 LH1079  PID         -  LH1079
 LH1079  STATE/COUNTY-  NE/DAWSON
 LH1079  COUNTRY     -  US
 LH1079  USGS QUAD   -  COZAD (2017)
 LH1079
 LH1079                         *CURRENT SURVEY CONTROL
 LH1079  ______________________________________________________________________
 LH1079* NAD 83(1995) POSITION- 40 52 26.25718(N) 099 53 25.12215(W)   ADJUSTED
 LH1079* NAVD 88 ORTHO HEIGHT -   756.    (meters)     2480.    (feet) SCALED
 LH1079  ______________________________________________________________________
 LH1079  GEOID HEIGHT    -        -23.475 (meters)                     GEOID18
 LH1079  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LH1079  HORZ ORDER      -  SECOND
 LH1079
 LH1079.The horizontal coordinates were established by classical geodetic methods
 LH1079.and adjusted by the National Geodetic Survey in August 1997.
 LH1079
 LH1079.The orthometric height was scaled from a topographic map.
 LH1079
 LH1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1079.GEOID18 height accuracy estimate available here.
 LH1079
 LH1079.Click photographs - Photos may exist for this station.
 LH1079
 LH1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1079
 LH1079. The following values were computed from the NAD 83(1995) position.
 LH1079
 LH1079;                    North         East     Units Scale Factor Converg.
 LH1079;SPC NE       -   115,543.825   509,243.601   MT  0.99971897   +0 04 21.7
 LH1079;SPC NE       -   379,080.03  1,670,743.38   sFT  0.99971897   +0 04 21.7
 LH1079;UTM  14      - 4,525,147.054   424,980.528   MT  0.99966927   -0 34 57.5
 LH1079
 LH1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1079!SPC NE       -   0.99988506  x   0.99971897  =   0.99960406
 LH1079!UTM  14      -   0.99988506  x   0.99966927  =   0.99955437
 LH1079
 LH1079:                Primary Azimuth Mark                     Grid Az
 LH1079:SPC NE       -  PERRY 2 AZ MK                            141 09 00.8
 LH1079:UTM  14      -  PERRY 2 AZ MK                            141 48 20.0
 LH1079
 LH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2498025147(NAD 83)
 LH1079
 LH1079|---------------------------------------------------------------------|
 LH1079| PID    Reference Object                     Distance      Geod. Az  |
 LH1079|                                                           dddmmss.s |
 LH1079| CN9446 PERRY 2 RM 3                         23.695 METERS 04757     |
 LH1079| CN9445 PERRY 2 AZ MK                                      1411322.5 |
 LH1079| CN9447 PERRY 2 RM 4                         36.641 METERS 14735     |
 LH1079|---------------------------------------------------------------------|
 LH1079
 LH1079                          SUPERSEDED SURVEY CONTROL
 LH1079
 LH1079  NAD 83(1986)-  40 52 26.26437(N)    099 53 25.12709(W) AD(       ) 2
 LH1079  NAD 27      -  40 52 26.23600(N)    099 53 23.70800(W) AD(       ) 2
 LH1079
 LH1079.Superseded values are not recommended for survey control.
 LH1079
 LH1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1079.See file dsdata.pdf to determine how the superseded data were derived.
 LH1079
 LH1079_MARKER: DS = TRIANGULATION STATION DISK
 LH1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1079_STAMPING: PERRY 2 1951
 LH1079_MARK LOGO: CGS
 LH1079_PROJECTION: RECESSED 30 CENTIMETERS
 LH1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1079+STABILITY: SURFACE MOTION
 LH1079
 LH1079  HISTORY     - Date     Condition        Report By
 LH1079  HISTORY     - 1951     MONUMENTED       CGS
 LH1079
 LH1079                          STATION DESCRIPTION
 LH1079
 LH1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1079'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF LEXINGTON AND
 LH1079'IN A FARM YARD.  IT IS 71.0 FEET EAST OF THE SOUTHEAST CORNER
 LH1079'OF A HOUSE, 60.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1079'GRAVELED ROAD, 47.0 FEET NORTHEAST OF A POWERLINE POLE AND 25.0
 LH1079'FEET EAST OF THE CENTER OF A NORTH-SOUTH FARM LANE.  IT IS SET
 LH1079'12 INCHES UNDERGROUND AND IS STAMPED PERRY 2 1951.
 LH1079'
 LH1079'REFERENCE MARK NO. 3 IS 115.0 FEET NORTH OF THE CENTER OF AN
 LH1079'EAST-WEST GRAVELED ROAD, 18.0 FEET EAST OF THE SOUTHWEST CORNER
 LH1079'BOARD FENCE AND 1.0 FOOT SOUTH OF A BOARD FENCE.  IT IS SET FLUSH
 LH1079'AND STAMPED PERRY 2 NO 3 1951.
 LH1079'
 LH1079'REFERENCE MARK NO. 4 IS 38.0 FEET SOUTH OF THE CENTER OF AN
 LH1079'EAST-WEST GRAVELED ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 LH1079'PROJECTS 2 INCHES AND IS STAMPED PERRY 2 NO 4 1951.
 LH1079'
 LH1079'THE DISTANCE BETWEEN REFERENCE MARKS IS 153.6 FEET.
 LH1079'
 LH1079'THE AZIMUTH MARK IS ACROSS THE ROAD WEST OF A FARM HOUSE.  IT
 LH1079'IS 30.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LH1079'4.0 FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET SOUTH OF A
 LH1079'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED PERRY 2 1951.
 LH1079'
 LH1079'TO REACH THE STATION FROM THE DEPOT IN LEXINGTON, GO WEST-NORTHWEST
 LH1079'ON U.S. HIGHWAY 30 FOR 7.75 MILES TO A CROSSROAD, JUST BEFORE
 LH1079'REACHING THE DARR ELEVATOR.  TURN RIGHT AT THE CROSSROAD AND GO
 LH1079'NORTH ON A GRAVELED ROAD FOR 3.3 MILES TO A FARM HOUSE ON THE
 LH1079'RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LH1079'NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD, TURN
 LH1079'LEFT, WEST, ON A GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE ON
 LH1079'THE RIGHT AND THE STATION AS DESCRIBED.
 LH1079'
 LH1079'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0854 ***********************************************************************
 LH0854  DESIGNATION -  PERRY AZ MK
 LH0854  PID         -  LH0854
 LH0854  STATE/COUNTY-  NE/DAWSON
 LH0854  COUNTRY     -  US
 LH0854  USGS QUAD   -  COZAD (2017)
 LH0854
 LH0854                         *CURRENT SURVEY CONTROL
 LH0854  ______________________________________________________________________
 LH0854* NAD 83(1986) POSITION- 40 52 02.     (N) 099 52 59.     (W)   SCALED
 LH0854* NAVD 88 ORTHO HEIGHT -   756.415 (meters)     2481.67  (feet) ADJUSTED
 LH0854  ______________________________________________________________________
 LH0854  GEOID HEIGHT    -        -23.498 (meters)                     GEOID18
 LH0854  DYNAMIC HEIGHT  -        755.974 (meters)     2480.22  (feet) COMP
 LH0854  MODELED GRAVITY -    980,015.4   (mgal)                       NAVD 88
 LH0854
 LH0854  VERT ORDER      -  SECOND    CLASS 0
 LH0854
 LH0854.The horizontal coordinates were scaled from a map and have
 LH0854.an estimated accuracy of +/- 6 seconds.
 LH0854
 LH0854.The orthometric height was determined by differential leveling and
 LH0854.adjusted by the NATIONAL GEODETIC SURVEY
 LH0854.in June 1991.
 LH0854
 LH0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0854.GEOID18 height accuracy estimate available here.
 LH0854
 LH0854.Click photographs - Photos may exist for this station.
 LH0854
 LH0854.The dynamic height is computed by dividing the NAVD 88
 LH0854.geopotential number by the normal gravity value computed on the
 LH0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0854.degrees latitude (g = 980.6199 gals.).
 LH0854
 LH0854.The modeled gravity was interpolated from observed gravity values.
 LH0854
 LH0854;                    North         East    Units  Estimated Accuracy
 LH0854;SPC NE       -   114,800.      509,860.      MT  (+/- 180 meters Scaled)
 LH0854
 LH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML255243(NAD 83)
 LH0854
 LH0854                          SUPERSEDED SURVEY CONTROL
 LH0854
 LH0854  NGVD 29 (??/??/92)  756.117  (m)         2480.69   (f) ADJ UNCH    2 0
 LH0854
 LH0854.Superseded values are not recommended for survey control.
 LH0854
 LH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0854.See file dsdata.pdf to determine how the superseded data were derived.
 LH0854
 LH0854_MARKER: DR = REFERENCE MARK DISK
 LH0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0854_STAMPING: PERRY AZI 1934
 LH0854_MARK LOGO: CGS
 LH0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0854+STABILITY: SURFACE MOTION
 LH0854
 LH0854  HISTORY     - Date     Condition        Report By
 LH0854  HISTORY     - 1934     MONUMENTED       CGS
 LH0854  HISTORY     - 1950     GOOD             CGS
 LH0854
 LH0854                          STATION DESCRIPTION
 LH0854
 LH0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0854'3.6 MI N FROM DARR.
 LH0854'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0854'RAILROAD STATION AT DARR, THENCE 3.35 MILES NORTH ALONG A
 LH0854'GRAVELED ROAD, AT THE FARM HOME OF D. SHEETS, 70 FEET SOUTHWEST
 LH0854'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 35 FEET EAST OF THE
 LH0854'CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER LINE OF A
 LH0854'PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0854'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0855 ***********************************************************************
 LH0855  DESIGNATION -  PERRY RM 1
 LH0855  PID         -  LH0855
 LH0855  STATE/COUNTY-  NE/DAWSON
 LH0855  COUNTRY     -  US
 LH0855  USGS QUAD   -  COZAD (2017)
 LH0855
 LH0855                         *CURRENT SURVEY CONTROL
 LH0855  ______________________________________________________________________
 LH0855* NAD 83(1986) POSITION- 40 52 26.33   (N) 099 53 24.62   (W)   HD_HELD1
 LH0855* NAVD 88 ORTHO HEIGHT -   755.866 (meters)     2479.87  (feet) ADJUSTED
 LH0855  ______________________________________________________________________
 LH0855  GEOID HEIGHT    -        -23.475 (meters)                     GEOID18
 LH0855  DYNAMIC HEIGHT  -        755.425 (meters)     2478.42  (feet) COMP
 LH0855  MODELED GRAVITY -    980,015.8   (mgal)                       NAVD 88
 LH0855
 LH0855  VERT ORDER      -  SECOND    CLASS 0
 LH0855
 LH0855.The horizontal coordinates were determined by differentially corrected
 LH0855.hand held GPS observations or other comparable positioning techniques
 LH0855.and have an estimated accuracy of +/- 3 meters.
 LH0855
 LH0855.The orthometric height was determined by differential leveling and
 LH0855.adjusted by the NATIONAL GEODETIC SURVEY
 LH0855.in June 1991.
 LH0855
 LH0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0855.GEOID18 height accuracy estimate available here.
 LH0855
 LH0855.Click photographs - Photos may exist for this station.
 LH0855
 LH0855.The dynamic height is computed by dividing the NAVD 88
 LH0855.geopotential number by the normal gravity value computed on the
 LH0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0855.degrees latitude (g = 980.6199 gals.).
 LH0855
 LH0855.The modeled gravity was interpolated from observed gravity values.
 LH0855
 LH0855;                    North         East    Units  Estimated Accuracy
 LH0855;SPC NE       -   115,546.1     509,255.4     MT  (+/- 3 meters HH1 GPS) 
 LH0855
 LH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2499225149(NAD 83)
 LH0855
 LH0855                          SUPERSEDED SURVEY CONTROL
 LH0855
 LH0855  NGVD 29 (??/??/92)  755.568  (m)         2478.89   (f) ADJ UNCH    2 0
 LH0855
 LH0855.Superseded values are not recommended for survey control.
 LH0855
 LH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0855.See file dsdata.pdf to determine how the superseded data were derived.
 LH0855
 LH0855_MARKER: DR = REFERENCE MARK DISK
 LH0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0855_STAMPING: PERRY NO 1 1934
 LH0855_MARK LOGO: CGS
 LH0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0855+STABILITY: SURFACE MOTION
 LH0855
 LH0855  HISTORY     - Date     Condition        Report By
 LH0855  HISTORY     - 1934     MONUMENTED       CGS
 LH0855  HISTORY     - 1950     GOOD             CGS
 LH0855
 LH0855                          STATION DESCRIPTION
 LH0855
 LH0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0855'4.4 MI N FROM DARR.
 LH0855'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0855'RAILROAD STATION AT DARR, THENCE 3.75 MILES NORTH ALONG A
 LH0855'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT
 LH0855'THE FARM HOME OF T.J. BROWNFIELD, 110 FEET EAST OF THE SOUTHEAST
 LH0855'CORNER OF THE HOUSE, 110 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LH0855'A BARN, 68 FEET NORTH OF THE CENTER LINE OF THE ROAD, 63 FEET
 LH0855'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF
 LH0855'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0855'1.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0856 ***********************************************************************
 LH0856  DESIGNATION -  PERRY RM 2
 LH0856  PID         -  LH0856
 LH0856  STATE/COUNTY-  NE/DAWSON
 LH0856  COUNTRY     -  US
 LH0856  USGS QUAD   -  COZAD (2017)
 LH0856
 LH0856                         *CURRENT SURVEY CONTROL
 LH0856  ______________________________________________________________________
 LH0856* NAD 83(1986) POSITION- 40 52 26.60   (N) 099 53 27.46   (W)   HD_HELD1
 LH0856* NAVD 88 ORTHO HEIGHT -   756.352 (meters)     2481.46  (feet) ADJUSTED
 LH0856  ______________________________________________________________________
 LH0856  GEOID HEIGHT    -        -23.474 (meters)                     GEOID18
 LH0856  DYNAMIC HEIGHT  -        755.910 (meters)     2480.01  (feet) COMP
 LH0856  MODELED GRAVITY -    980,015.8   (mgal)                       NAVD 88
 LH0856
 LH0856  VERT ORDER      -  SECOND    CLASS 0
 LH0856
 LH0856.The horizontal coordinates were determined by differentially corrected
 LH0856.hand held GPS observations or other comparable positioning techniques
 LH0856.and have an estimated accuracy of +/- 3 meters.
 LH0856
 LH0856.The orthometric height was determined by differential leveling and
 LH0856.adjusted by the NATIONAL GEODETIC SURVEY
 LH0856.in June 1991.
 LH0856
 LH0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0856.GEOID18 height accuracy estimate available here.
 LH0856
 LH0856.Click photographs - Photos may exist for this station.
 LH0856
 LH0856.The dynamic height is computed by dividing the NAVD 88
 LH0856.geopotential number by the normal gravity value computed on the
 LH0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0856.degrees latitude (g = 980.6199 gals.).
 LH0856
 LH0856.The modeled gravity was interpolated from observed gravity values.
 LH0856
 LH0856;                    North         East    Units  Estimated Accuracy
 LH0856;SPC NE       -   115,554.3     509,188.9     MT  (+/- 3 meters HH1 GPS) 
 LH0856
 LH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2492525158(NAD 83)
 LH0856
 LH0856                          SUPERSEDED SURVEY CONTROL
 LH0856
 LH0856  NGVD 29 (??/??/92)  756.054  (m)         2480.49   (f) ADJ UNCH    2 0
 LH0856
 LH0856.Superseded values are not recommended for survey control.
 LH0856
 LH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0856.See file dsdata.pdf to determine how the superseded data were derived.
 LH0856
 LH0856_MARKER: DR = REFERENCE MARK DISK
 LH0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0856_STAMPING: PERRY NO 2 1934
 LH0856_MARK LOGO: CGS
 LH0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0856+STABILITY: SURFACE MOTION
 LH0856
 LH0856  HISTORY     - Date     Condition        Report By
 LH0856  HISTORY     - 1934     MONUMENTED       CGS
 LH0856  HISTORY     - 1950     GOOD             CGS
 LH0856
 LH0856                          STATION DESCRIPTION
 LH0856
 LH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0856'4.4 MI N FROM DARR.
 LH0856'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0856'RAILROAD STATION AT DARR, THENCE 3.75 MILES NORTH ALONG A
 LH0856'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT
 LH0856'THE FARM HOME OF T.J. BROWNFIELD, 76 FEET SOUTHWEST OF THE
 LH0856'NORTHWEST CORNER OF THE FARMHOUSE, 85 FEET NORTHWEST OF THE
 LH0856'SOUTHWEST CORNER OF THE FARMHOUSE, 97 FEET NORTH OF THE CENTER
 LH0856'LINE OF THE ROAD, 36 FEET EAST OF A NORTH AND SOUTH FENCE, 61
 LH0856'FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 LH0856'CONCRETE POST WHICH PROJETS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1365 ***********************************************************************
 LF1365  DESIGNATION -  PERU
 LF1365  PID         -  LF1365
 LF1365  STATE/COUNTY-  NE/NEMAHA
 LF1365  COUNTRY     -  US
 LF1365  USGS QUAD   -  PERU (2017)
 LF1365
 LF1365                         *CURRENT SURVEY CONTROL
 LF1365  ______________________________________________________________________
 LF1365* NAD 83(1995) POSITION- 40 28 13.17632(N) 095 42 10.49304(W)   ADJUSTED
 LF1365* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 LF1365  ______________________________________________________________________
 LF1365  GEOID HEIGHT    -        -29.935 (meters)                     GEOID18
 LF1365  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 LF1365  HORZ ORDER      -  SECOND
 LF1365
 LF1365.The horizontal coordinates were established by classical geodetic methods
 LF1365.and adjusted by the National Geodetic Survey in August 1997.
 LF1365
 LF1365.The orthometric height was scaled from a topographic map.
 LF1365
 LF1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1365.GEOID18 height accuracy estimate available here.
 LF1365
 LF1365.Click photographs - Photos may exist for this station.
 LF1365
 LF1365.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1365
 LF1365. The following values were computed from the NAD 83(1995) position.
 LF1365
 LF1365;                    North         East     Units Scale Factor Converg.
 LF1365;SPC NE       -    79,778.360   864,199.322   MT  0.99982041   +2 50 51.6
 LF1365;SPC NE       -   261,739.50  2,835,293.94   sFT  0.99982041   +2 50 51.6
 LF1365;SPC NE       -   261,739.50  2,835,293.94   sFT  0.99982041   +2 50 51.6
 LF1365;SPC MO W     -   478,384.600   747,991.498   MT  1.00006922   -0 46 51.0
 LF1365;SPC NE       -    79,778.360   864,199.322   MT  0.99982041   +2 50 51.6
 LF1365;UTM  15      - 4,483,470.488   270,857.181   MT  1.00024636   -1 45 18.4
 LF1365
 LF1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1365!SPC NE       -   0.99994805  x   0.99982041  =   0.99976847
 LF1365!SPC MO W     -   0.99994805  x   1.00006922  =   1.00001727
 LF1365!SPC NE       -   0.99994805  x   0.99982041  =   0.99976847
 LF1365!UTM  15      -   0.99994805  x   1.00024636  =   1.00019440
 LF1365
 LF1365:                Primary Azimuth Mark                     Grid Az
 LF1365:SPC NE       -  BARNEY                                   319 20 04.4
 LF1365:SPC MO W     -  BARNEY                                   322 57 47.0
 LF1365:SPC NE       -  BARNEY                                   319 20 04.4
 LF1365:UTM  15      -  BARNEY                                   323 56 14.4
 LF1365
 LF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7085783470(NAD 83)
 LF1365
 LF1365|---------------------------------------------------------------------|
 LF1365| PID    Reference Object                     Distance      Geod. Az  |
 LF1365|                                                           dddmmss.s |
 LF1365| CL8115 PERU RM 1                            10.570 METERS 07847     |
 LF1365| CL8116 PERU RM 2                            16.198 METERS 19712     |
 LF1365| CL8114 PERU AZ MK                                         2524934.5 |
 LF1365| LF1367 PERU MUNICIPAL TANK                 APPROX. 2.7 KM 2804525.2 |
 LF1365| LF1409 BARNEY                              APPROX. 7.2 KM 3221056.0 |
 LF1365|---------------------------------------------------------------------|
 LF1365
 LF1365                          SUPERSEDED SURVEY CONTROL
 LF1365
 LF1365  NAD 83(1986)-  40 28 13.18271(N)    095 42 10.48831(W) AD(       ) 2
 LF1365  NAD 27      -  40 28 13.17600(N)    095 42 09.51200(W) AD(       ) 2
 LF1365  MORC        -  40 28 10.98000(N)    095 42 11.39000(W) AD(       ) 3
 LF1365
 LF1365.Superseded values are not recommended for survey control.
 LF1365
 LF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1365.See file dsdata.pdf to determine how the superseded data were derived.
 LF1365
 LF1365_MARKER: DS = TRIANGULATION STATION DISK
 LF1365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1365_STAMPING: PERU MORC 1947
 LF1365_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1365
 LF1365  HISTORY     - Date     Condition        Report By
 LF1365  HISTORY     - 1947     MONUMENTED       MORC
 LF1365
 LF1365                          STATION DESCRIPTION
 LF1365
 LF1365'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF1365'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST AND 3/4 MILE SOUTH
 LF1365'OF PERU ON HIGH POINT IN PEACH ORCHARD.  IT IS 4.1 FEET SOUTHEAST
 LF1365'OF A WHITE WITNESS POST.  THE MARK IS A STANDARD USC AND GS
 LF1365'DISK SET IN CONCRETE IN THE TOP OF A 5 INCH STEEL PIPE.  THE
 LF1365'PIPE PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED PERU MORC
 LF1365'1947.
 LF1365'
 LF1365'REFERENCE MARK NO. 1 IS 34.68 FEET EAST-NORTHEAST OF THE STATION.
 LF1365'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PERU
 LF1365'MORC NO 1 1947.
 LF1365'
 LF1365'REFERENCE MARK NO. 2 IS 53.15 FEET SOUTH-SOUTHWEST OF THE
 LF1365'STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LF1365'STAMPED PERU MORC NO 2 1947.
 LF1365'
 LF1365'THE AZIMUTH MARK IS ABOUT 0.15 MILE WEST-SOUTHWEST OF THE
 LF1365'STATION, 13 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 LF1365'ROAD AND 12 FEET SOUTH OF THE SOUTH ROW OF ORCHARD TREES.  THE
 LF1365'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PERU MORC
 LF1365'1947.
 LF1365'
 LF1365'TO REACH THE STATION FROM THE POST OFFICE IN PERU GO SOUTH ON
 LF1365'MAIN STREET FOR 2 BLOCKS, THEN LEFT AND GO EAST ON GRAVELED
 LF1365'ROAD FOR 0.15 MILE TO CROSSROAD.  TURN RIGHT WITH MAIN ROAD AND
 LF1365'FOLLOW SOUTHEASTERLY FOR 1.45 MILE TO T ROAD LEFT.  TURN LEFT
 LF1365'AND GO 0.5 MILE TO T INTERSECTION, HERE TURN LEFT AND GO 0.3
 LF1365'MILE TO AZIMUTH ON LEFT AS DESCRIBED.  TO REACH STATION CONTINUE
 LF1365'ON ROAD FOR 0.05 MILE TO A SMALL BUILDING ON LEFT.  FROM THIS
 LF1365'POINT STATION IS ABOUT 0.1 MILE NORTHEAST ON HIGH POINT IN
 LF1365'ORCHARD AND CAN BE REACHED BY DRIVING UP HILL THROUGH ROWS OF
 LF1365'TREES.
 LF1365'
 LF1365'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1367 ***********************************************************************
 LF1367  DESIGNATION -  PERU MUNICIPAL TANK
 LF1367  PID         -  LF1367
 LF1367  STATE/COUNTY-  NE/NEMAHA
 LF1367  COUNTRY     -  US
 LF1367  USGS QUAD   -  PERU (2017)
 LF1367
 LF1367                         *CURRENT SURVEY CONTROL
 LF1367  ______________________________________________________________________
 LF1367* NAD 83(1995) POSITION- 40 28 29.65728(N) 095 44 04.19809(W)   ADJUSTED
 LF1367  ______________________________________________________________________
 LF1367  GEOID HEIGHT    -        -29.844 (meters)                     GEOID18
 LF1367  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 LF1367  HORZ ORDER      -  THIRD
 LF1367
 LF1367.The horizontal coordinates were established by classical geodetic methods
 LF1367.and adjusted by the National Geodetic Survey in August 1997.
 LF1367
 LF1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1367.GEOID18 height accuracy estimate available here.
 LF1367
 LF1367.Click photographs - Photos may exist for this station.
 LF1367
 LF1367.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1367
 LF1367. The following values were computed from the NAD 83(1995) position.
 LF1367
 LF1367;                    North         East     Units Scale Factor Converg.
 LF1367;SPC NE       -    80,153.454   861,499.473   MT  0.99981898   +2 49 36.2
 LF1367;SPC NE       -   262,970.12  2,826,436.19   sFT  0.99981898   +2 49 36.2
 LF1367;UTM  15      - 4,484,061.278   268,194.983   MT  1.00026147   -1 46 32.9
 LF1367
 LF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6819484061(NAD 83)
 LF1367
 LF1367                          SUPERSEDED SURVEY CONTROL
 LF1367
 LF1367  NAD 83(1986)-  40 28 29.66370(N)    095 44 04.19320(W) AD(       ) 3
 LF1367  NAD 27      -  40 28 29.65400(N)    095 44 03.20900(W) AD(       ) 3
 LF1367
 LF1367.Superseded values are not recommended for survey control.
 LF1367
 LF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1367.See file dsdata.pdf to determine how the superseded data were derived.
 LF1367
 LF1367_MARKER: 53 = ELEVATED TANK
 LF1367
 LF1367  HISTORY     - Date     Condition        Report By
 LF1367  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1367  HISTORY     - 1947     GOOD             CGS
 LF1367
 LF1367                          STATION DESCRIPTION
 LF1367
 LF1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1367'THE STATION IS LOCATED IN THE VILLAGE OF PERU, ON THE CAMPUS OF
 LF1367'THE NEBRASKA STATE TEACHERS COLLEGE.  IT IS 31 FEET SQUARE
 LF1367'AT THE BASE AND APPROXIMATELY 125 FEET HIGH.  IT IS PAINTED
 LF1367'SILVER WITH BLACK LEGS.
 LF1367'
 LF1367'TO REACH THE STATION FROM THE POST OFFICE IN PERU, GO EAST 0.5
 LF1367'MILE TO STREET TO THE RIGHT OR SOUTH, TURN RIGHT AND GO FOR 0.2
 LF1367'MILE BACK OF SCHOOL BUILDING, TURN LEFT OR EAST AND GO FOR 0.05
 LF1367'MILE TO STATION ON RIGHT AS DESCRIBED.
 LF1367'
 LF1367'THE POINT INTERSECTED WAS A ROUND BALL ON TOP.
 LF1367'
 LF1367'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LF1367'
 LF1367'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2088 ***********************************************************************
 MK2088  DESIGNATION -  PESEK ET
 MK2088  PID         -  MK2088
 MK2088  STATE/COUNTY-  NE/SAUNDERS
 MK2088  COUNTRY     -  US
 MK2088  USGS QUAD   -  VALPARAISO (2017)
 MK2088
 MK2088                         *CURRENT SURVEY CONTROL
 MK2088  ______________________________________________________________________
 MK2088* NAD 83(1995) POSITION- 41 07 06.76262(N) 096 46 42.24047(W)   ADJUSTED
 MK2088* NAVD 88 ORTHO HEIGHT -   431.    (meters)     1414.    (feet) SCALED
 MK2088  ______________________________________________________________________
 MK2088  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 MK2088  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 MK2088  HORZ ORDER      -  SECOND
 MK2088
 MK2088.The horizontal coordinates were established by classical geodetic methods
 MK2088.and adjusted by the National Geodetic Survey in August 1997.
 MK2088
 MK2088.The orthometric height was scaled from a topographic map.
 MK2088
 MK2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2088.GEOID18 height accuracy estimate available here.
 MK2088
 MK2088.Click photographs - Photos may exist for this station.
 MK2088
 MK2088.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2088
 MK2088. The following values were computed from the NAD 83(1995) position.
 MK2088
 MK2088;                    North         East     Units Scale Factor Converg.
 MK2088;SPC NE       -   147,730.518   770,414.871   MT  0.99968131   +2 08 05.8
 MK2088;SPC NE       -   484,679.21  2,527,602.79   sFT  0.99968131   +2 08 05.8
 MK2088;UTM  14      - 4,554,295.371   686,511.196   MT  1.00002815   +1 27 41.0
 MK2088
 MK2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2088!SPC NE       -   0.99993658  x   0.99968131  =   0.99961791
 MK2088!UTM  14      -   0.99993658  x   1.00002815  =   0.99996473
 MK2088
 MK2088:                Primary Azimuth Mark                     Grid Az
 MK2088:SPC NE       -  CERESCO MUNICIPAL TANK                   117 34 26.6
 MK2088:UTM  14      -  CERESCO MUNICIPAL TANK                   118 14 51.4
 MK2088
 MK2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8651154295(NAD 83)
 MK2088
 MK2088|---------------------------------------------------------------------|
 MK2088| PID    Reference Object                     Distance      Geod. Az  |
 MK2088|                                                           dddmmss.s |
 MK2088| CL8117 PESEK RM 1                           13.970 METERS 08908     |
 MK2088| MK2075 CERESCO MUNICIPAL TANK              APPROX.12.7 KM 1194232.4 |
 MK2088| CL8118 PESEK RM 2                           23.326 METERS 31616     |
 MK2088|---------------------------------------------------------------------|
 MK2088
 MK2088                          SUPERSEDED SURVEY CONTROL
 MK2088
 MK2088  NAD 83(1986)-  41 07 06.77294(N)    096 46 42.24267(W) AD(       ) 2
 MK2088  NAD 27      -  41 07 06.75079(N)    096 46 41.14626(W) AD(       ) 2
 MK2088
 MK2088.Superseded values are not recommended for survey control.
 MK2088
 MK2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2088.See file dsdata.pdf to determine how the superseded data were derived.
 MK2088
 MK2088_MARKER: DD = SURVEY DISK
 MK2088_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2088+WITH SETTING: INFORMATION.
 MK2088_STAMPING: ET PESEK 1967
 MK2088_MARK LOGO: USGS
 MK2088_PROJECTION: FLUSH
 MK2088_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2088+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 MK2088
 MK2088  HISTORY     - Date     Condition        Report By
 MK2088  HISTORY     - 1967     MONUMENTED       USGS
 MK2088  HISTORY     - 19970721 POOR             NGS
 MK2088  HISTORY     - 20100503 GOOD             INDIV
 MK2088
 MK2088                          STATION DESCRIPTION
 MK2088
 MK2088'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2088'THE STATION IS LOCATED ABOUT 2.5 MI N. AND 3.0 MI E. OF VALPARISO,
 MK2088'T. 13 N., R. 6 E., NEAR THE COR. OF SECS. 5, 6, 7 AND 8, 38 FT N.,
 MK2088'31 FT E. OF CENTER OF RD. AT FIELD ENTRANCE N., 3 FT N. OF
 MK2088'FENCE AND STANDARD USGS WITNESS POST.
 MK2088'
 MK2088'TO REACH THE STATION FROM THE RR. STATION IN VALPARISO, GO N.
 MK2088'ON HWY. 79 FOR 0.2 MI TO CROSSROADS, TURN RIGHT (E.) AND GO 3.1
 MK2088'MI TO T-RD. W., TURN LEFT (N.) AND GO 2.5 MI TO CROSSROADS,
 MK2088'TURN LEFT (W.) AND GO 0.3 MI TO TOP OF HILL AND STATION ON RIGHT
 MK2088'(N.) SIDE OF RD.
 MK2088'
 MK2088'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLET CRIMPED ON 0.5 IN.
 MK2088'COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 MK2088'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2088'
 MK2088'THE STATION MARK IS STAMPED ET PESEK 1967.
 MK2088'
 MK2088'REFERENCE MARK 1 IS E. OF THE STATION, 38 FT N., 76 FT E. OF
 MK2088'CENTER OF RD. AT FIELD ENTRANCE N., 2 FT N. OF FENCE,.  STAMPED
 MK2088'PESEK NO 1 1967
 MK2088'
 MK2088'REFERENCE MARK 2 IS NW. OF THE STATION, 91 FT N., 22 FT W. OF
 MK2088'CENTER OF FIELD ENTRANCE N., 6 FT E. OF E. SIDE OF CORN BIN.
 MK2088'STAMPED PESEK NO 2 1967.
 MK2088'
 MK2088'AZIMUTH MARK = TOP CENTER OF W.T. IN CRESCO, APPROX. 7.0 MI SE.
 MK2088
 MK2088                          STATION RECOVERY (1997)
 MK2088
 MK2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2088'THIS MARK WAS RECOVERED BUT THE ROD NOW PROJECTS 0.6 M (2.0 FT) OUT OF
 MK2088'THE GROUND, APPARENTLY DUE TO ROAD GRADING.  IT APPEARS TO BE
 MK2088'UNDISTURBED BUT SHOULD BE USED WITH CAUTION.  IT IS NEAR THE SECTION
 MK2088'CORNER COMMON TO SECTIONS 5,6,7 AND 8 OF T13N, R6W AND IS 9.5 M (31.2
 MK2088'FT) SOUTH FROM THE CENTERLINE OF A GRADED ROAD.
 MK2088
 MK2088                          STATION RECOVERY (2010)
 MK2088
 MK2088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK2088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0664 ***********************************************************************
 NN0664  DESIGNATION -  PETER
 NN0664  PID         -  NN0664
 NN0664  STATE/COUNTY-  NE/HOLT
 NN0664  COUNTRY     -  US
 NN0664  USGS QUAD   -  O'NEILL (2017)
 NN0664
 NN0664                         *CURRENT SURVEY CONTROL
 NN0664  ______________________________________________________________________
 NN0664* NAD 83(1995) POSITION- 42 24 06.06011(N) 098 39 00.87034(W)   ADJUSTED
 NN0664* NAVD 88 ORTHO HEIGHT -   607.    (meters)     1991.    (feet) SCALED
 NN0664  ______________________________________________________________________
 NN0664  GEOID HEIGHT    -        -24.260 (meters)                     GEOID18
 NN0664  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 NN0664  HORZ ORDER      -  THIRD
 NN0664
 NN0664.The horizontal coordinates were established by classical geodetic methods
 NN0664.and adjusted by the National Geodetic Survey in August 1997.
 NN0664
 NN0664.The orthometric height was scaled from a topographic map.
 NN0664
 NN0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0664.GEOID18 height accuracy estimate available here.
 NN0664
 NN0664.Click photographs - Photos may exist for this station.
 NN0664
 NN0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0664
 NN0664. The following values were computed from the NAD 83(1995) position.
 NN0664
 NN0664;                    North         East     Units Scale Factor Converg.
 NN0664;SPC NE       -   286,031.182   611,093.586   MT  0.99978090   +0 53 40.1
 NN0664;SPC NE       -   938,420.64  2,004,896.21   sFT  0.99978090   +0 53 40.1
 NN0664;UTM  14      - 4,694,435.477   528,783.278   MT  0.99961019   +0 14 09.1
 NN0664
 NN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0664!SPC NE       -   0.99990858  x   0.99978090  =   0.99968950
 NN0664!UTM  14      -   0.99990858  x   0.99961019  =   0.99951881
 NN0664
 NN0664:                Primary Azimuth Mark                     Grid Az
 NN0664:SPC NE       -  PETER AZ MK                              350 01 27.7
 NN0664:UTM  14      -  PETER AZ MK                              350 40 58.7
 NN0664
 NN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2878394435(NAD 83)
 NN0664
 NN0664|---------------------------------------------------------------------|
 NN0664| PID    Reference Object                     Distance      Geod. Az  |
 NN0664|                                                           dddmmss.s |
 NN0664| NN0669 O NEILL MUNICIPAL TANK              APPROX. 6.7 KM 0015205.0 |
 NN0664| CO3458 PETER RM 1                           23.088 METERS 00632     |
 NN0664| CO3459 PETER RM 2                           32.629 METERS 10508     |
 NN0664| CO3457 PETER AZ MK                                        3505507.8 |
 NN0664|---------------------------------------------------------------------|
 NN0664
 NN0664                          SUPERSEDED SURVEY CONTROL
 NN0664
 NN0664  NAD 83(1986)-  42 24 06.06602(N)    098 39 00.87641(W) AD(       ) 3
 NN0664  NAD 27      -  42 24 06.05600(N)    098 38 59.56400(W) AD(       ) 3
 NN0664
 NN0664.Superseded values are not recommended for survey control.
 NN0664
 NN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0664.See file dsdata.pdf to determine how the superseded data were derived.
 NN0664
 NN0664_MARKER: DS = TRIANGULATION STATION DISK
 NN0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0664_STAMPING: PETER 1949
 NN0664_MARK LOGO: CGS
 NN0664_PROJECTION: FLUSH
 NN0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0664+STABILITY: SURFACE MOTION
 NN0664
 NN0664  HISTORY     - Date     Condition        Report By
 NN0664  HISTORY     - 1949     MONUMENTED       CGS
 NN0664  HISTORY     - 1964     GOOD             CGS
 NN0664
 NN0664                          STATION DESCRIPTION
 NN0664
 NN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0664'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF ONEILL AND 0.1 MILE
 NN0664'EAST OF U.S. HIGHWAY 281 ON LAND OWNED AND OCCUPIED BY MR. CYRIL
 NN0664'PETER.  IT IS 107 FEET WEST OF NORTH-SOUTH FENCE LINE, 106 FEET EAST
 NN0664'OF SOUTHEAST CORNER OF GARAGE, 76 FEET SOUTH OF EAST-WEST FENCE LINE
 NN0664'AND 72 FEET NORTH OF NORTHWEST CORNER OF IMPLEMENT SHED.  IT IS
 NN0664'STAMPED PETER 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0664'
 NN0664'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 100 FEET WEST OF T-FENCE
 NN0664'CORNER AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED PETER
 NN0664'NO 1 1949 AND PROJECTS 3 INCHES.
 NN0664'
 NN0664'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 2 FEET SOUTH OF
 NN0664'SOUTH END OF WIRE GATE AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT
 NN0664'IS STAMPED PETER NO 2 1949 AND PROJECTS 3 INCHES.
 NN0664'
 NN0664'THE AZIMUTH MARK IS NORTH OF THE STATION, 39 FEET EAST OF THE CENTER
 NN0664'OF U.S. HIGHWAY 281, 18 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 15
 NN0664'FEET EAST OF FENCE CORNER, 2 FEET WEST OF WITNESS POST AND 1 FOOT
 NN0664'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED PETER 1949 AND PROJECTS
 NN0664'2 INCHES.
 NN0664'
 NN0664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275 AND
 NN0664'281 AT THE STOP LIGHT IN ONEILL, GO SOUTH ON U.S.  HIGHWAY 281 FOR 3.6
 NN0664'MILES TO CROSSROADS AND AZIMUTH MARK IN SOUTHEAST ANGLE AS DESCRIBED,
 NN0664'CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 0.4 MILE TO DRIVEWAY TO LEFT,
 NN0664'TURN LEFT INTO DRIVEWAY AND GO EAST FOR 0.05 MILE TO GARAGE AND
 NN0664'IMPLEMENT SHED WITH STATION IN NORTHEAST CORNER OF FARM YARD AS
 NN0664'DESCRIBED.
 NN0664'
 NN0664'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 10 FEET.
 NN0664'
 NN0664'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 37 FEET.
 NN0664'
 NN0664'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0664
 NN0664                          STATION RECOVERY (1964)
 NN0664
 NN0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0664'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0664'FOUND IN GOOD CONDITION, EXCEPT THAT THE STATION MARK IS IN THE
 NN0664'MIDDLE OF A GARDEN PLOT.  A STEEL WITNESS POST WITH A SIGN
 NN0664'WAS PLACED ON THE NORTH SIDE OF THE MARK.  THE DESCRIPTION IS
 NN0664'ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0689 ***********************************************************************
 NN0689  DESIGNATION -  PETERSON
 NN0689  PID         -  NN0689
 NN0689  STATE/COUNTY-  NE/HOLT
 NN0689  COUNTRY     -  US
 NN0689  USGS QUAD   -  EMMET SW (2017)
 NN0689
 NN0689                         *CURRENT SURVEY CONTROL
 NN0689  ______________________________________________________________________
 NN0689* NAD 83(1995) POSITION- 42 20 56.24592(N) 098 58 04.79740(W)   ADJUSTED
 NN0689* NAVD 88 ORTHO HEIGHT -   713.    (meters)     2339.    (feet) SCALED
 NN0689  ______________________________________________________________________
 NN0689  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 NN0689  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 NN0689  HORZ ORDER      -  SECOND
 NN0689
 NN0689.The horizontal coordinates were established by classical geodetic methods
 NN0689.and adjusted by the National Geodetic Survey in August 1997.
 NN0689
 NN0689.The orthometric height was scaled from a topographic map.
 NN0689
 NN0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0689.GEOID18 height accuracy estimate available here.
 NN0689
 NN0689.Click photographs - Photos may exist for this station.
 NN0689
 NN0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0689
 NN0689. The following values were computed from the NAD 83(1995) position.
 NN0689
 NN0689;                    North         East     Units Scale Factor Converg.
 NN0689;SPC NE       -   279,815.831   585,011.471   MT  0.99976690   +0 41 02.1
 NN0689;SPC NE       -   918,029.11  1,919,325.13   sFT  0.99976690   +0 41 02.1
 NN0689;UTM  14      - 4,688,522.221   502,635.695   MT  0.99960009   +0 01 17.6
 NN0689
 NN0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0689!SPC NE       -   0.99989189  x   0.99976690  =   0.99965881
 NN0689!UTM  14      -   0.99989189  x   0.99960009  =   0.99949202
 NN0689
 NN0689:                Primary Azimuth Mark                     Grid Az
 NN0689:SPC NE       -  PETERSON 2 AZ MK RESET                   010 08 54.6
 NN0689:UTM  14      -  PETERSON 2 AZ MK RESET                   010 48 39.1
 NN0689
 NN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0263588522(NAD 83)
 NN0689
 NN0689|---------------------------------------------------------------------|
 NN0689| PID    Reference Object                     Distance      Geod. Az  |
 NN0689|                                                           dddmmss.s |
 NN0689| CO3463 PETERSON AZ MK                                     0073943.5 |
 NN0689| CO3466 PETERSON 2 AZ MK RESET                             0104956.7 |
 NN0689| NN0687 PETERSON 2                           29.774 METERS 01050     |
 NN0689| CO3464 PETERSON RM 1                                      03036     |
 NN0689| CO3465 PETERSON RM 2                                      28155     |
 NN0689| NN0708 ATKINSON MUNICIPAL TANK             APPROX.20.5 KM 3575211.6 |
 NN0689|---------------------------------------------------------------------|
 NN0689
 NN0689                          SUPERSEDED SURVEY CONTROL
 NN0689
 NN0689  NAD 83(1986)-  42 20 56.25079(N)    098 58 04.80528(W) AD(       ) 2
 NN0689  NAD 27      -  42 20 56.24000(N)    098 58 03.44500(W) AD(       ) 2
 NN0689
 NN0689.Superseded values are not recommended for survey control.
 NN0689
 NN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0689.See file dsdata.pdf to determine how the superseded data were derived.
 NN0689
 NN0689_MARKER: DS = TRIANGULATION STATION DISK
 NN0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0689_STAMPING: PETERSON 1949
 NN0689_MARK LOGO: CGS
 NN0689_PROJECTION: FLUSH
 NN0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0689+STABILITY: SURFACE MOTION
 NN0689
 NN0689  HISTORY     - Date     Condition        Report By
 NN0689  HISTORY     - 1949     MONUMENTED       CGS
 NN0689  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NN0689
 NN0689                          STATION DESCRIPTION
 NN0689
 NN0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0689'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH AND 3/4 MILES
 NN0689'EAST OF ATKINSON, 7-1/2 MILES NORTH AND 3.0 MILES WEST OF AMELIA
 NN0689'AND ABOUT 0.2 MILES EAST OF STATE ROUTE NO 11, ON THE HIGHEST
 NN0689'POINT OF A PROMINENT SAND HILL AND ON LAND OWNED BY MR. C.W.
 NN0689'PETERSON.  IT IS 13 FEET NORTH OF THE NORTH EDGE OF A SAND BLOW
 NN0689'AND 6 FEET NORTH OF WITNESS POST.  IT IS STAMPED PETERSON 1949
 NN0689'AND SET FLUSH WITH THE GROUND SURFACE.
 NN0689'
 NN0689'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON
 NN0689'THE NORTHEAST SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER IN
 NN0689'ELEVATION THAN STATION MARK.  IT IS STAMPED PETERSON NO 1 1949
 NN0689'AND PROJECTS 2 INCHES.
 NN0689'
 NN0689'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET ON
 NN0689'THE WEST SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER IN ELEVATION
 NN0689'THAN THE STATION MARK.  IT IS STAMPED PETERSON NO 2 1949 AND
 NN0689'PROJECTS 2 INCHES.
 NN0689'
 NN0689'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH OF THE STATION, 65 FEET
 NN0689'WEST OF THE CENTER OF STATE ROUTE NO 11, 2 FEET EAST OF
 NN0689'NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF WITNESS POST.  IT
 NN0689'IS STAMPED PETERSON 1949 AND PROJECTS 4 INCHES.
 NN0689'
 NN0689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 20
 NN0689'AND STATE ROUTE NO 11 JUST SOUTH OF THE FORD GARAGE IN
 NN0689'THE SOUTHEAST EDGE OF ATKINSON, GO SOUTH ON STATE ROUTE NO
 NN0689'11 FOR 6.4 MILES TO FORKS, BEAR LEFT AND CONTINUE SOUTH ON STATE
 NN0689'ROUTE NO 11 FOR 5.15 MILES TO THE AZIMUTH MARK ON THE WEST
 NN0689'SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.35 MILE TO
 NN0689'GATE IN WIRE FENCE LINE ON THE EAST SIDE, PASS THROUGH GATE
 NN0689'AND GO SOUTHEAST ON TRACK ROAD FOR 0.15 MILE TO FORKS, BEAR
 NN0689'RIGHT AND CONTINUE FOR 0.2 MILE, TURN RIGHT OFF TRACK ROAD
 NN0689'AND PICK WAY SOUTH AND SOUTHWEST FOR 0.55 MILE TO HIGHEST
 NN0689'POINT AND STATION AS DESCRIBED.
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION BELT IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION SWAN LAKE IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION TONAWANDA IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NN0689
 NN0689                          STATION RECOVERY (1964)
 NN0689
 NN0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0689'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0689'FOUND IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK WHICH
 NN0689'WAS FOUND IN THE BOTTOM OF A SAND BLOWOUT ON ITS SIDE.  THE
 NN0689'UNDERGROUND STATION MARK WAS FOUND IN PLACE ABOUT 4 INCHES
 NN0689'BELOW THE BOTTOM OF THE SAND BLOWOUT.  THIS UNDERGROUND MARK
 NN0689'WAS LEFT IN PLACE.  BUT A NEW STATION, PETERSON 2, WAS
 NN0689'ESTABLISHED DOWN THE NORTH SLOPE OF THE HILL TO PREVENT
 NN0689'DESTRUCTION FROM THE SAND BLOW.  WHEN THE NEW STATION WAS
 NN0689'ESTABLISHED, IT REQUIRED THAT THE AZIMUTH MARK BE RESET.  STATE
 NN0689'HIGHWAY 11 HAS BEEN REBUILT IN THIS AREA AND PASSES TO
 NN0689'THE EAST OF THE STATION, NOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0687 ***********************************************************************
 NN0687  DESIGNATION -  PETERSON 2
 NN0687  PID         -  NN0687
 NN0687  STATE/COUNTY-  NE/HOLT
 NN0687  COUNTRY     -  US
 NN0687  USGS QUAD   -  EMMET SW (2017)
 NN0687
 NN0687                         *CURRENT SURVEY CONTROL
 NN0687  ______________________________________________________________________
 NN0687* NAD 83(1995) POSITION- 42 20 57.19367(N) 098 58 04.55292(W)   NO CHECK
 NN0687* NAVD 88 ORTHO HEIGHT -   713.    (meters)     2339.    (feet) SCALED
 NN0687  ______________________________________________________________________
 NN0687  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 NN0687  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 NN0687  HORZ ORDER      -  THIRD
 NN0687
 NN0687.The horizontal coordinates were established by classical geodetic methods
 NN0687.and adjusted by the National Geodetic Survey in August 1997.
 NN0687
 NN0687.No horizontal observational check was made to the station.
 NN0687
 NN0687.The orthometric height was scaled from a topographic map.
 NN0687
 NN0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0687.GEOID18 height accuracy estimate available here.
 NN0687
 NN0687.Click photographs - Photos may exist for this station.
 NN0687
 NN0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0687
 NN0687. The following values were computed from the NAD 83(1995) position.
 NN0687
 NN0687;                    North         East     Units Scale Factor Converg.
 NN0687;SPC NE       -   279,845.132   585,016.716   MT  0.99976697   +0 41 02.2
 NN0687;SPC NE       -   918,125.24  1,919,342.34   sFT  0.99976697   +0 41 02.2
 NN0687;UTM  14      - 4,688,551.455   502,641.277   MT  0.99960009   +0 01 17.8
 NN0687
 NN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0687!SPC NE       -   0.99989189  x   0.99976697  =   0.99965888
 NN0687!UTM  14      -   0.99989189  x   0.99960009  =   0.99949202
 NN0687
 NN0687:                Primary Azimuth Mark                     Grid Az
 NN0687:SPC NE       -  PETERSON 2 AZ MK RESET                   010 08 53.3
 NN0687:UTM  14      -  PETERSON 2 AZ MK RESET                   010 48 37.7
 NN0687
 NN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0264188551(NAD 83)
 NN0687
 NN0687|---------------------------------------------------------------------|
 NN0687| PID    Reference Object                     Distance      Geod. Az  |
 NN0687|                                                           dddmmss.s |
 NN0687| CO3466 PETERSON 2 AZ MK RESET                             0104955.5 |
 NN0687| CO3464 PETERSON RM 1                        16.075 METERS 17128     |
 NN0687| NN0689 PETERSON                             29.774 METERS 19050     |
 NN0687| CO3465 PETERSON RM 2                        33.040 METERS 21704     |
 NN0687|---------------------------------------------------------------------|
 NN0687
 NN0687                          SUPERSEDED SURVEY CONTROL
 NN0687
 NN0687  NAD 83(1986)-  42 20 57.19854(N)    098 58 04.56079(W) AD(       ) 3
 NN0687  NAD 27      -  42 20 57.18800(N)    098 58 03.20000(W) AD(       ) 3
 NN0687
 NN0687.Superseded values are not recommended for survey control.
 NN0687
 NN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0687.See file dsdata.pdf to determine how the superseded data were derived.
 NN0687
 NN0687_MARKER: DS = TRIANGULATION STATION DISK
 NN0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0687
 NN0687  HISTORY     - Date     Condition        Report By
 NN0687  HISTORY     - 1964     MONUMENTED       CGS
 NN0687
 NN0687                          STATION DESCRIPTION
 NN0687
 NN0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0687'STATION IS LOCATED ABOUT 12 AND 1/2 MILES SOUTH OF ATKINSON ALONG
 NN0687'STATE HIGHWAY 11 AND 8 MILES NORTH-NORTHWEST OF THE SMALL TOWN OF
 NN0687'AMELIA AND ABOUT 1/4 MILE WEST OF NEW STATE HIGHWAY 11 ON THE
 NN0687'NORTH SLOPE OF A PROMINENT SAND HILL WHICH IS THE HIGHEST IN
 NN0687'THE IMMEDIATE AREA, AND ON LAND OWNED BY C.W. PETERSON.  THE
 NN0687'MARK IS ABOUT 100 FEET NORTH OF THE NORTH EDGE OF A SAND
 NN0687'BLOWOUT, THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 NN0687'PETERSON 2 1964.
 NN0687'
 NN0687'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 NN0687'CROSSING IN ATKINSON, GO SOUTH ON STATE HIGHWAY 11 FOR 6.6 MILES
 NN0687'TO THE CORRECTION-LINE AND AN EAST-WEST GRAVEL ROAD AND A JOG
 NN0687'LEFT.  CONTINUE SOUTH ALONG STATE HIGHWAY 11 FOR 4.8 MILES TO THE
 NN0687'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ALONG
 NN0687'STATE HIGHWAY 11 FOR 1.1 MILES TO A GATE ON THE RIGHT INTO
 NN0687'PASTURE.  TURN RIGHT THRU GATE AND GO WESTALONG THE NORTH BASE
 NN0687'OF SANDHILLS FOR 0.2 MILE.  THEN, TURN LEFT PICK YOUR ROUTE
 NN0687'SOUTH-SOUTHWEST UP THRU THE SANDHILLS FOR 0.35 MILE TO THE
 NN0687'STATION.
 NN0687'
 NN0687'REFERENCE MARK NO. 1 IS 52.74 FEET SOUTH OF THE STATION, SET
 NN0687'ON THE NORTH SLOPE OF THE SAND HILL, AND ABOUT 5 FEET HIGHER THAN
 NN0687'THE STATION.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NN0687'AND THE DISK IS STAMPED PETERSON NO 1 1949.
 NN0687'
 NN0687'REFERENCE MARK NO. 2 IS 108.40 FEET SOUTHWEST OF THE STATION,
 NN0687'ABOUT 10 FEET NORTH OF THE EDGE OF A SAND BLOWOUT, AND 5 FEET
 NN0687'HIGHER THAN THE STATION.  THE MARK IS ABOUT 2 INCHES BELOW
 NN0687'THE GROUND SURFACE AND THE DISK IS STAMPED PETERSON NO 2 1949.
 NN0687'
 NN0687'AZIMUTH MARK (RESET) IS 1.5 MILES NORTH-NORTHEAST OF THE STATION,
 NN0687'0.2 MILE SOUTH OF THE DONALD DE GROFF RANCHHOUSE AND BUILDINGS
 NN0687'ON THE EASTSIDE OF STATE HIGHWAY 11, 106 FEET EAST OF THE
 NN0687'CENTERLINE OF STATE HIGHWAY 11, 2 FEET SOUTH OF A TELEPHONE
 NN0687'POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, AND 1 FOOT
 NN0687'WEST OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 NN0687'GROUND AND THE DISK IS STAMPED PETERSON 2 RESET 1964.  THIS
 NN0687'MARK IS DESCRIBED.
 NN0687'
 NN0687'NOTE--THIS STATION WAS MOVED ON LINE TO THE NEW AZIMUTH MARK
 NN0687'BECAUSE THE LINE OF SIGHT BECAME OBSTRUCTED TO THE OLD AZIMUTH
 NN0687'MARK AS YOU MOVED DOWN THE NORTH SLOPE OF THE SAND HILL.
 NN0687'
 NN0687'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0903 ***********************************************************************
 LG0903  DESIGNATION -  PFLUG
 LG0903  PID         -  LG0903
 LG0903  STATE/COUNTY-  NE/YORK
 LG0903  COUNTRY     -  US
 LG0903  USGS QUAD   -  YORK SOUTH (2017)
 LG0903
 LG0903                         *CURRENT SURVEY CONTROL
 LG0903  ______________________________________________________________________
 LG0903* NAD 83(1995) POSITION- 40 52 27.33290(N) 097 35 37.17069(W)   ADJUSTED
 LG0903* NAVD 88 ORTHO HEIGHT -   549.21  (+/-2cm)     1801.9   (feet) VERTCON
 LG0903  ______________________________________________________________________
 LG0903  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 LG0903  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LG0903  HORZ ORDER      -  SECOND
 LG0903  VERT ORDER      -  THIRD ? (See Below)
 LG0903
 LG0903.The horizontal coordinates were established by classical geodetic methods
 LG0903.and adjusted by the National Geodetic Survey in August 1997.
 LG0903
 LG0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0903
 LG0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0903.GEOID18 height accuracy estimate available here.
 LG0903
 LG0903.The vertical order pertains to the NGVD 29 superseded value.
 LG0903
 LG0903.Click photographs - Photos may exist for this station.
 LG0903
 LG0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0903
 LG0903. The following values were computed from the NAD 83(1995) position.
 LG0903
 LG0903;                    North         East     Units Scale Factor Converg.
 LG0903;SPC NE       -   118,392.947   702,759.057   MT  0.99971891   +1 35 40.8
 LG0903;SPC NE       -   388,427.53  2,305,635.34   sFT  0.99971891   +1 35 40.8
 LG0903;UTM  14      - 4,525,750.604   618,501.693   MT  0.99977284   +0 55 13.5
 LG0903
 LG0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0903!SPC NE       -   0.99991799  x   0.99971891  =   0.99963692
 LG0903!UTM  14      -   0.99991799  x   0.99977284  =   0.99969084
 LG0903
 LG0903:                Primary Azimuth Mark                     Grid Az
 LG0903:SPC NE       -  DOWD                                     265 57 21.4
 LG0903:UTM  14      -  DOWD                                     266 37 48.7
 LG0903
 LG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1850125750(NAD 83)
 LG0903
 LG0903|---------------------------------------------------------------------|
 LG0903| PID    Reference Object                     Distance      Geod. Az  |
 LG0903|                                                           dddmmss.s |
 LG0903| LH1092 DOWD                                APPROX.35.0 KM 2673302.2 |
 LG0903|---------------------------------------------------------------------|
 LG0903
 LG0903                          SUPERSEDED SURVEY CONTROL
 LG0903
 LG0903  NAD 83(1986)-  40 52 27.34150(N)    097 35 37.17128(W) AD(       ) 2
 LG0903  NAD 27      -  40 52 27.31269(N)    097 35 35.99011(W) AD(       ) 2
 LG0903  NGVD 29             549.00   (m)         1801.2    (f) LEVELING    3  
 LG0903
 LG0903.Superseded values are not recommended for survey control.
 LG0903
 LG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0903.See file dsdata.pdf to determine how the superseded data were derived.
 LG0903
 LG0903_MARKER: DS = TRIANGULATION STATION DISK
 LG0903_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG0903_SP_SET: ELEVATOR ROOF
 LG0903_STAMPING: PFLUG 1961
 LG0903_MARK LOGO: NEDR
 LG0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0903+STABILITY: POSITION/ELEVATION WELL
 LG0903
 LG0903  HISTORY     - Date     Condition        Report By
 LG0903  HISTORY     - 1961     MONUMENTED       NEDR
 LG0903
 LG0903                          STATION DESCRIPTION
 LG0903
 LG0903'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0903'THE STATION IS LOCATED IN YORK ABOUT 0.6 MILES NORTH OF YORK COUNTY
 LG0903'COURT HOUSE ON TOP OF HIGHEST BINS OF PFLUG ELEVATOR.
 LG0903'
 LG0903'TO REACH THE STATION FROM THE YORK COUNTY COURT HOUSE IN YORK GO
 LG0903'NORTH TO A RAILROAD UNDERPASS AND THE ELEVATOR ON THE LEFT-WEST
 LG0903'SIDE OF U.S. HIGHWAY NO. 81.  THE STATION WHICH IS ON TOP OF THE
 LG0903'ELEVATOR CAN BE REACHED BY A SELF-OPERATED MANLIFT ELEVATOR AND
 LG0903'ABOUT A TWENTY FOOT HIGH LADDER MOUNTED TO THE INSIDE WALL OF THE
 LG0903'ELEVATOR.  CONTACT THE MANAGER ABOUT ENTERING PREMISES.
 LG0903'
 LG0903'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0903'STAMPED PFLUG 1961 SET IN A 10 INCH SQUARE CONCRETE MONUMENT
 LG0903'LOCATED IN THE SOUTH HALF OF THE TOP OF THE ELEVATOR CALLED PFLUG.
 LG0903'THE MONUMENT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE TOP.
 LG0903'
 LG0903'THERE ARE NO REFERENCE MARKS.
 LG0903'
 LG0903'THERE IS NO AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1325 ***********************************************************************
 LH1325  DESIGNATION -  PHELPS
 LH1325  PID         -  LH1325
 LH1325  STATE/COUNTY-  NE/PHELPS
 LH1325  COUNTRY     -  US
 LH1325  USGS QUAD   -  ELM CREEK EAST (2017)
 LH1325
 LH1325                         *CURRENT SURVEY CONTROL
 LH1325  ______________________________________________________________________
 LH1325* NAD 83(1995) POSITION- 40 38 40.34000(N) 099 20 35.07686(W)   ADJUSTED
 LH1325* NAVD 88 ORTHO HEIGHT -   710.1   (meters)     2330.    (feet) VERTCON
 LH1325  ______________________________________________________________________
 LH1325  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 LH1325  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 LH1325  HORZ ORDER      -  SECOND
 LH1325
 LH1325.The horizontal coordinates were established by classical geodetic methods
 LH1325.and adjusted by the National Geodetic Survey in August 1997.
 LH1325
 LH1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1325
 LH1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1325.GEOID18 height accuracy estimate available here.
 LH1325
 LH1325.Click photographs - Photos may exist for this station.
 LH1325
 LH1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1325
 LH1325. The following values were computed from the NAD 83(1995) position.
 LH1325
 LH1325;                    North         East     Units Scale Factor Converg.
 LH1325;SPC NE       -    90,278.467   555,552.931   MT  0.99977064   +0 26 07.2
 LH1325;SPC NE       -   296,188.60  1,822,676.57   sFT  0.99977064   +0 26 07.2
 LH1325;UTM  14      - 4,499,355.296   470,992.228   MT  0.99961036   -0 13 24.5
 LH1325
 LH1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1325!SPC NE       -   0.99989247  x   0.99977064  =   0.99966313
 LH1325!UTM  14      -   0.99989247  x   0.99961036  =   0.99950287
 LH1325
 LH1325:                Primary Azimuth Mark                     Grid Az
 LH1325:SPC NE       -  PHELPS AZ MK                             002 39 07.2
 LH1325:UTM  14      -  PHELPS AZ MK                             003 18 38.9
 LH1325
 LH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7099299355(NAD 83)
 LH1325
 LH1325|---------------------------------------------------------------------|
 LH1325| PID    Reference Object                     Distance      Geod. Az  |
 LH1325|                                                           dddmmss.s |
 LH1325| CN9451 PHELPS AZ MK                                       0030514.4 |
 LH1325| CN9452 PHELPS RM 1                          25.783 METERS 01341     |
 LH1325| CN9453 PHELPS RM 2                          20.147 METERS 31758     |
 LH1325| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 9.0 KM 3434520.7 |
 LH1325|---------------------------------------------------------------------|
 LH1325
 LH1325                          SUPERSEDED SURVEY CONTROL
 LH1325
 LH1325  NAD 83(1986)-  40 38 40.34631(N)    099 20 35.07894(W) AD(       ) 2
 LH1325  NAD 27      -  40 38 40.30800(N)    099 20 33.72800(W) AD(       ) 2
 LH1325  NGVD 29 (07/19/86)  709.8    (m)         2329.     (f) VERT ANG       
 LH1325
 LH1325.Superseded values are not recommended for survey control.
 LH1325
 LH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1325.See file dsdata.pdf to determine how the superseded data were derived.
 LH1325
 LH1325_MARKER: DS = TRIANGULATION STATION DISK
 LH1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1325_STAMPING: PHELPS 1951
 LH1325_MARK LOGO: CGS
 LH1325_PROJECTION: FLUSH
 LH1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1325+STABILITY: SURFACE MOTION
 LH1325
 LH1325  HISTORY     - Date     Condition        Report By
 LH1325  HISTORY     - 1951     MONUMENTED       CGS
 LH1325  HISTORY     - 1959     GOOD             CGS
 LH1325
 LH1325                          STATION DESCRIPTION
 LH1325
 LH1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1325'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF ODESSA AND
 LH1325'ABOUT 5.5 MILES SOUTHEAST OF ELM CREEK ON THE ROAD RIGHT-OF-WAY
 LH1325'OF AN ABANDONED SECTION LINE ROAD JUST NORTH OF THE HIGHEST POINT
 LH1325'OF A PROMINENT SAND HILL, 51 FEET EAST OF A NORTH-SOUTH FENCE
 LH1325'LINE AND 17 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1325'PHELPS 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1325'
 LH1325'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF HILL, 1 FOOT WEST
 LH1325'OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 10 FEET LOWER IN ELEVATION
 LH1325'THAN THE STATION.  IT IS STAMPED PHELPS NO 1 1951 AND PROJECTS 2
 LH1325'INCHES.
 LH1325'
 LH1325'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF HILL, 1 FOOT EAST
 LH1325'OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 10 FEET LOWER IN ELEVATION
 LH1325'THAN THE STATION.  IT IS STAMPED PHELPS NO 2 1951 AND PROJECTS 2
 LH1325'INCHES.
 LH1325'
 LH1325'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.34 FEET.
 LH1325'
 LH1325'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 15 FEET EAST OF
 LH1325'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1 FOOT SOUTH OF A WITNESS
 LH1325'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1325'PHELPS 1951 AND PROJECTS 3 INCHES.
 LH1325'
 LH1325'TO REACH THE STATION FROM THE POST OFFICE IN ELM CREEK, GO WEST
 LH1325'FOR 0.1 MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON U.S.
 LH1325'HIGHWAYS 383 AND 183 FOR 4.2 MILES TO A CROSSROAD.  TURN LEFT
 LH1325'AND GO EAST ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND
 LH1325'SCHOOLHOUSE IN SOUTHWEST ANGLE, (TURN LEFT AND GO NORTH ON DIRT
 LH1325'ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.)
 LH1325'TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR 0.5 MILE TO A GATE IN
 LH1325'EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE SOUTH ON
 LH1325'TRACK ROAD FOR 0.5 MILE TO STATION JUST NORTH OF HIGHEST
 LH1325'POINT OF HILL AS DESCRIBED.
 LH1325'
 LH1325'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LH1325
 LH1325                          STATION RECOVERY (1959)
 LH1325
 LH1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1325'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND
 LH1325'INTACT.  DIRECTIONS FOR REACHING STATION ADEQUATE AS PREVIOUSLY
 LH1325'DESCRIBED.
 LH1325'
 LH1325'REFERENCE MARKS WERE RECHECKED WITH RESULTS AS LISTED BELOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1100 ***********************************************************************
 LH1100  DESIGNATION -  PHILLIPS
 LH1100  PID         -  LH1100
 LH1100  STATE/COUNTY-  NE/HAMILTON
 LH1100  COUNTRY     -  US
 LH1100  USGS QUAD   -  PHILLIPS (2017)
 LH1100
 LH1100                         *CURRENT SURVEY CONTROL
 LH1100  ______________________________________________________________________
 LH1100* NAD 83(1995) POSITION- 40 55 46.80016(N) 098 08 43.79356(W)   ADJUSTED
 LH1100* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 LH1100  ______________________________________________________________________
 LH1100  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 LH1100  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 LH1100  HORZ ORDER      -  SECOND
 LH1100
 LH1100.The horizontal coordinates were established by classical geodetic methods
 LH1100.and adjusted by the National Geodetic Survey in August 1997.
 LH1100
 LH1100.The orthometric height was scaled from a topographic map.
 LH1100
 LH1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1100.GEOID18 height accuracy estimate available here.
 LH1100
 LH1100.Click photographs - Photos may exist for this station.
 LH1100
 LH1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1100
 LH1100. The following values were computed from the NAD 83(1995) position.
 LH1100
 LH1100;                    North         East     Units Scale Factor Converg.
 LH1100;SPC NE       -   123,397.102   656,137.137   MT  0.99970881   +1 13 44.3
 LH1100;SPC NE       -   404,845.33  2,152,676.59   sFT  0.99970881   +1 13 44.3
 LH1100;UTM  14      - 4,531,300.916   571,941.631   MT  0.99966370   +0 33 35.4
 LH1100
 LH1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1100!SPC NE       -   0.99991469  x   0.99970881  =   0.99962353
 LH1100!UTM  14      -   0.99991469  x   0.99966370  =   0.99957842
 LH1100
 LH1100:                Primary Azimuth Mark                     Grid Az
 LH1100:SPC NE       -  PHILLIPS AZ MK                           085 22 42.2
 LH1100:UTM  14      -  PHILLIPS AZ MK                           086 02 51.1
 LH1100
 LH1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7194131300(NAD 83)
 LH1100
 LH1100|---------------------------------------------------------------------|
 LH1100| PID    Reference Object                     Distance      Geod. Az  |
 LH1100|                                                           dddmmss.s |
 LH1100| CN9454 PHILLIPS AZ MK                                     0863626.5 |
 LH1100| CN9455 PHILLIPS RM 1                        24.423 METERS 09149     |
 LH1100| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX.13.9 KM 1193213.6 |
 LH1100| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX.14.1 KM 1202316.5 |
 LH1100| CN9456 PHILLIPS RM 2                        23.364 METERS 33425     |
 LH1100|---------------------------------------------------------------------|
 LH1100
 LH1100                          SUPERSEDED SURVEY CONTROL
 LH1100
 LH1100  NAD 83(1986)-  40 55 46.80795(N)    098 08 43.79568(W) AD(       ) 2
 LH1100  NAD 27      -  40 55 46.75900(N)    098 08 42.58300(W) AD(       ) 2
 LH1100
 LH1100.Superseded values are not recommended for survey control.
 LH1100
 LH1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1100.See file dsdata.pdf to determine how the superseded data were derived.
 LH1100
 LH1100_MARKER: DS = TRIANGULATION STATION DISK
 LH1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1100_STAMPING: PHILLIPS 1950
 LH1100_MARK LOGO: CGS
 LH1100_PROJECTION: RECESSED 15 CENTIMETERS
 LH1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1100+STABILITY: SURFACE MOTION
 LH1100
 LH1100  HISTORY     - Date     Condition        Report By
 LH1100  HISTORY     - 1950     MONUMENTED       CGS
 LH1100
 LH1100                          STATION DESCRIPTION
 LH1100
 LH1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1100'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF THE TOWN OF
 LH1100'AURORA, 4-1/2 MILES NORTHEAST OF PHILLIPS, ALONG THE SOUTH
 LH1100'SIDE OF A GRAVELED ROAD AND ON THE WEST SIDE OF MR. RUBEN
 LH1100'GUSTAFSONS DRIVEWAY.  IT IS 103 FEET SOUTH OF THE CENTERLINE
 LH1100'OF AN EAST AND WEST ROAD, 21 FEET WEST OF THE CENTERLINE OF
 LH1100'THE DRIVEWAY, 18 FEET SOUTH OF AN ASH TREE WITH A TRIANGLE
 LH1100'BLAZE AND 10 FEET NORTH OF A WITNESS POST.  THE MARK IS 6
 LH1100'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1100'PHILLIPS 1950.
 LH1100'
 LH1100'REFERENCE MARK NO.1 IS 106 FEET SOUTH OF THE CENTERLINE
 LH1100'OF THE EAST AND WEST ROAD, 58 FEET EAST OF THE CENTERLINE
 LH1100'OF THE DRIVEWAY AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 LH1100'6 INCHES AND THE DISK IS STAMPED PHILLIPS NO 1 1950.
 LH1100'
 LH1100'REFERENCE MARK NO.2 IS 51.6 FEET WEST OF THE CENTERLINE
 LH1100'OF THE DRIVEWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE
 LH1100'EAST AND WEST ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 LH1100'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LH1100'PHILLIPS NO2 1950.
 LH1100'
 LH1100'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF AN EAST
 LH1100'AND WEST ROAD, 3 FEET NORTHWEST OF A WITNESS POST AND 1 FOOT
 LH1100'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 LH1100'AND THE DISK IS STAMPED PHILLIPS 1950.
 LH1100'
 LH1100'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE IN
 LH1100'AURORA, GO NORTH 0.3 MILE TO US HIGHWAY 34, TURN LEFT (WEST)
 LH1100'ON HIGHWAY 34 7.75 MILES TO A CROSSROADS AND SIGN GILTNER 8 MILE,
 LH1100'TURN RIGHT (NORTH) 4.0 MILES TO CROSSROADS AND A SCHOOL
 LH1100'HOUSE IN THE NORTHEAST CORNER, TURN RIGHT (EAST) 0.25 MILE
 LH1100'TO MR. GUSTAFSONS DRIVEWAY ON THE RIGHT AND THE STATION.
 LH1100'
 LH1100'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.4
 LH1100'MILE TO THE MARK ON THE RIGHT OR SOUTH SIDE OF THE ROAD.
 LH1100'
 LH1100'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1099 ***********************************************************************
 LH1099  DESIGNATION -  PHILLIPS MUNICIPAL TANK
 LH1099  PID         -  LH1099
 LH1099  STATE/COUNTY-  NE/HAMILTON
 LH1099  COUNTRY     -  US
 LH1099  USGS QUAD   -  PHILLIPS (2017)
 LH1099
 LH1099                         *CURRENT SURVEY CONTROL
 LH1099  ______________________________________________________________________
 LH1099* NAD 83(1995) POSITION- 40 53 45.60159(N) 098 12 54.36430(W)   ADJUSTED
 LH1099  ______________________________________________________________________
 LH1099  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 LH1099  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 LH1099  HORZ ORDER      -  THIRD
 LH1099
 LH1099.The horizontal coordinates were established by classical geodetic methods
 LH1099.and adjusted by the National Geodetic Survey in August 1997.
 LH1099
 LH1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1099.GEOID18 height accuracy estimate available here.
 LH1099
 LH1099.Click photographs - Photos may exist for this station.
 LH1099
 LH1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1099
 LH1099. The following values were computed from the NAD 83(1995) position.
 LH1099
 LH1099;                    North         East     Units Scale Factor Converg.
 LH1099;SPC NE       -   119,536.923   650,355.019   MT  0.99971484   +1 10 58.2
 LH1099;SPC NE       -   392,180.72  2,133,706.42   sFT  0.99971484   +1 10 58.2
 LH1099;UTM  14      - 4,527,508.719   566,115.141   MT  0.99965380   +0 30 50.0
 LH1099
 LH1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6611527508(NAD 83)
 LH1099
 LH1099                          SUPERSEDED SURVEY CONTROL
 LH1099
 LH1099  NAD 83(1986)-  40 53 45.60943(N)    098 12 54.36553(W) AD(       ) 3
 LH1099  NAD 27      -  40 53 45.55900(N)    098 12 53.15000(W) AD(       ) 3
 LH1099
 LH1099.Superseded values are not recommended for survey control.
 LH1099
 LH1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1099.See file dsdata.pdf to determine how the superseded data were derived.
 LH1099
 LH1099_MARKER: 53 = ELEVATED TANK
 LH1099
 LH1099  HISTORY     - Date     Condition        Report By
 LH1099  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1099  HISTORY     - 1955     GOOD             CGS
 LH1099  HISTORY     - 20020811 GOOD             USPSQD
 LH1099  HISTORY     - 20030814 GOOD             USPSQD
 LH1099
 LH1099                          STATION DESCRIPTION
 LH1099
 LH1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1099'THE STATION IS LOCATED IN THE TOWN OF PHILLIPS, JUST 0.05 MILE SOUTH
 LH1099'OF THE POST OFFICE.  IT IS PAINTED SILVER, HAS PHILLIPS STENCILED
 LH1099'ON THE SIDE OF THE BOWL AND IS ABOUT 100 FEET HIGH.
 LH1099'
 LH1099'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 LH1099
 LH1099                          STATION RECOVERY (1955)
 LH1099
 LH1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1099'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1099
 LH1099                          STATION RECOVERY (2002)
 LH1099
 LH1099'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1099'RECOVERED IN GOOD CONDITION.
 LH1099
 LH1099                          STATION RECOVERY (2003)
 LH1099
 LH1099'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1099'STATION FOUND GOOD. TANK IS NORTH OF SEVENTH ST., SOUTH OF SIXTH ST.,
 LH1099'EAST OF WEST ST., AND WEST OF HAMILTON ST. IN THE TOWN OF PHILLIPS.
 LH1099'TANK HAS 4 LEGS. TANK IS SILVER WITH A GREEN TOP AND HAS BLACK LETTERS
 LH1099'PHILLIPS ON THE SIDE OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1101 ***********************************************************************
 LH1101  DESIGNATION -  PHILLIPS RADIO STA KMMJ MAST
 LH1101  PID         -  LH1101
 LH1101  STATE/COUNTY-  NE/HAMILTON
 LH1101  COUNTRY     -  US
 LH1101  USGS QUAD   -  PHILLIPS (2017)
 LH1101
 LH1101                         *CURRENT SURVEY CONTROL
 LH1101  ______________________________________________________________________
 LH1101* NAD 83(1995) POSITION- 40 54 02.36199(N) 098 11 21.86251(W)   ADJUSTED
 LH1101  ______________________________________________________________________
 LH1101  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 LH1101  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 LH1101  HORZ ORDER      -  THIRD
 LH1101
 LH1101.The horizontal coordinates were established by classical geodetic methods
 LH1101.and adjusted by the National Geodetic Survey in August 1997.
 LH1101
 LH1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1101.GEOID18 height accuracy estimate available here.
 LH1101
 LH1101.Click photographs - Photos may exist for this station.
 LH1101
 LH1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1101
 LH1101. The following values were computed from the NAD 83(1995) position.
 LH1101
 LH1101;                    North         East     Units Scale Factor Converg.
 LH1101;SPC NE       -   120,098.689   652,508.353   MT  0.99971398   +1 11 59.5
 LH1101;SPC NE       -   394,023.78  2,140,771.15   sFT  0.99971398   +1 11 59.5
 LH1101;UTM  14      - 4,528,045.272   568,274.761   MT  0.99965737   +0 31 50.7
 LH1101
 LH1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6827428045(NAD 83)
 LH1101
 LH1101                          SUPERSEDED SURVEY CONTROL
 LH1101
 LH1101  NAD 83(1986)-  40 54 02.36967(N)    098 11 21.86409(W) AD(       ) 3
 LH1101  NAD 27      -  40 54 02.32000(N)    098 11 20.64800(W) AD(       ) 3
 LH1101
 LH1101.Superseded values are not recommended for survey control.
 LH1101
 LH1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1101.See file dsdata.pdf to determine how the superseded data were derived.
 LH1101
 LH1101_MARKER: 42 = RADIO/TV MAST
 LH1101
 LH1101  HISTORY     - Date     Condition        Report By
 LH1101  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1101  HISTORY     - 1955     GOOD             CGS
 LH1101  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LH1101
 LH1101                          STATION DESCRIPTION
 LH1101
 LH1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1101'THE STATION IS LOCATED ABOUT 2 MILES EAST OF PHILLIPS.  IT IS 329
 LH1101'FEET HIGH, THREE LEGGED AND IS PAINTED ORANGE.
 LH1101'
 LH1101'THE POINT INTERSECTED WAS THE RED LAMP ON TOP OF THE MAST.
 LH1101'
 LH1101'TO REACH THE STATION FROM THE POST OFFICE IN PHILLIPS, GO NORTH ON
 LH1101'THE MAIN STREET FOR 0.35 MILE TO A GRAVEL CROSS ROAD.  TURN RIGHT
 LH1101'AND GO EAST ON THE GRAVEL ROAD FOR 1.35 MILES TO THE STATION ON THE
 LH1101'RIGHT ABOUT 0.1 MILE SOUTH OF THE ROAD.
 LH1101
 LH1101                          STATION RECOVERY (1955)
 LH1101
 LH1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1101'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1101
 LH1101                          STATION RECOVERY (2003)
 LH1101
 LH1101'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1101'STATION NOT FOUND. SITE LOCATED. PER VIRGINIA NIBLECK, POSTMASTER OF
 LH1101'PHILLIPS, THE RADIO MAST NO LONGER EXISTS. SITE IS A CORNFIELD. THE
 LH1101'KMMJ MASTS ARE NOW JUST EAST OF THE PLATTE RIVER BRIDGE ON U.S. HWY
 LH1101'34. THE MAIN STREET IN THE 1950 DESCRIPTION IS WEST ST. THE GRAVEL
 LH1101'CROSS ROAD IS W. 15TH ST. TO REACH PHILLIPS FROM U.S.HWY 34 GO NORTH
 LH1101'ON 41A SPUR RD FOR 1 3/4 MILES. STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1052 ***********************************************************************
 LG1052  DESIGNATION -  PICKRELL
 LG1052  PID         -  LG1052
 LG1052  STATE/COUNTY-  NE/GAGE
 LG1052  COUNTRY     -  US
 LG1052  USGS QUAD   -  BEATRICE EAST (2017)
 LG1052
 LG1052                         *CURRENT SURVEY CONTROL
 LG1052  ______________________________________________________________________
 LG1052* NAD 83(1995) POSITION- 40 21 50.55239(N) 096 44 32.16354(W)   ADJUSTED
 LG1052* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 LG1052  ______________________________________________________________________
 LG1052  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 LG1052  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LG1052  HORZ ORDER      -  SECOND
 LG1052
 LG1052.The horizontal coordinates were established by classical geodetic methods
 LG1052.and adjusted by the National Geodetic Survey in August 1997.
 LG1052
 LG1052.The orthometric height was scaled from a topographic map.
 LG1052
 LG1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1052.GEOID18 height accuracy estimate available here.
 LG1052
 LG1052.Click photographs - Photos may exist for this station.
 LG1052
 LG1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1052
 LG1052. The following values were computed from the NAD 83(1995) position.
 LG1052
 LG1052;                    North         East     Units Scale Factor Converg.
 LG1052;SPC NE       -    64,137.507   776,601.872   MT  0.99985523   +2 09 32.0
 LG1052;SPC NE       -   210,424.47  2,547,901.31   sFT  0.99985523   +2 09 32.0
 LG1052;UTM  14      - 4,470,610.436   691,700.130   MT  1.00005238   +1 27 45.5
 LG1052
 LG1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1052!SPC NE       -   0.99993769  x   0.99985523  =   0.99979293
 LG1052!UTM  14      -   0.99993769  x   1.00005238  =   0.99999007
 LG1052
 LG1052:                Primary Azimuth Mark                     Grid Az
 LG1052:SPC NE       -  PICKRELL AZ MK RESET                     180 21 23.0
 LG1052:UTM  14      -  PICKRELL AZ MK RESET                     181 03 09.5
 LG1052
 LG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9170070610(NAD 83)
 LG1052
 LG1052|---------------------------------------------------------------------|
 LG1052| PID    Reference Object                     Distance      Geod. Az  |
 LG1052|                                                           dddmmss.s |
 LG1052| LG1055 PICKRELL COOP GRAIN ELEVATOR        APPROX. 2.1 KM 0381350.9 |
 LG1052| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX.11.0 KM 0983903.5 |
 LG1052| CL8133 PICKRELL RM 1                        23.984 METERS 15213     |
 LG1052| LG1047 BEATRICE ST HOME PWR PLT STACK      APPROX.10.2 KM 1631146.2 |
 LG1052| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX.10.3 KM 1814509.3 |
 LG1052| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX.10.5 KM 1815923.0 |
 LG1052| CL8130 PICKRELL AZ MK                                     1822740.3 |
 LG1052| CL8131 PICKRELL AZ MK RESET                               1823055.0 |
 LG1052| CL8132 PICKRELL AZ MK 3                                   1830530.0 |
 LG1052| CL8135 PICKRELL RM 3                        35.799 METERS 23200     |
 LG1052| CL8136 PICKRELL RM 4                        41.477 METERS 23636     |
 LG1052| CL8134 PICKRELL RM 2                        25.841 METERS 26914     |
 LG1052|---------------------------------------------------------------------|
 LG1052
 LG1052                          SUPERSEDED SURVEY CONTROL
 LG1052
 LG1052  NAD 83(1986)-  40 21 50.55965(N)    096 44 32.15911(W) AD(       ) 2
 LG1052  NAD 27      -  40 21 50.54900(N)    096 44 31.06300(W) AD(       ) 2
 LG1052
 LG1052.Superseded values are not recommended for survey control.
 LG1052
 LG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1052.See file dsdata.pdf to determine how the superseded data were derived.
 LG1052
 LG1052_MARKER: DS = TRIANGULATION STATION DISK
 LG1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1052_STAMPING: PICKRELL 1947
 LG1052_MARK LOGO: CGS
 LG1052_PROJECTION: RECESSED 30 CENTIMETERS
 LG1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1052+STABILITY: SURFACE MOTION
 LG1052
 LG1052  HISTORY     - Date     Condition        Report By
 LG1052  HISTORY     - 1947     MONUMENTED       CGS
 LG1052  HISTORY     - 1953     GOOD             CGS
 LG1052  HISTORY     - 1961     GOOD             CGS
 LG1052  HISTORY     - 1964     GOOD             CGS
 LG1052  HISTORY     - 1969     GOOD             CGS
 LG1052  HISTORY     - 1969     GOOD             CGS
 LG1052  HISTORY     - 1977     GOOD             NEDR
 LG1052
 LG1052                          STATION DESCRIPTION
 LG1052
 LG1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1052'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF BEATRICE AND 1.0
 LG1052'MILE SOUTHWEST OF PICKRELL ALONG U.S. HIGHWAY NO 77 IN THE
 LG1052'NORTHEAST ANGLE OF EAST-WEST CROSS ROAD AND HIGHWAY.  IT IS 53
 LG1052'FEET EAST OF THE CENTER OF HIGHWAY NO 77, 43 FEET NORTH OF THE
 LG1052'CENTER OF EAST-WEST CROSSROAD, 21 FEET EAST OF NORTH-SOUTH FENCE
 LG1052'LINE, 9 FEET NORTH OF WHITE WITNESS POST, 10 FEET NORTH OF
 LG1052'EAST-WEST FENCE LINE AND 25 FEET NORTHEAST OF FENCE CORNER.  IT
 LG1052'IS STAMPED PICKRELL 1947 AND SET 12 INCHES BELOW THE GROUND
 LG1052'SURFACE.
 LG1052'
 LG1052'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 30 FEET SOUTH OF
 LG1052'THE CENTER OF THE EAST-WEST ROAD, 11 FEET WEST OF TELEPHONE POLE
 LG1052'AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED PICKRELL
 LG1052'NO 1 1947 AND PROJECTS 4 INCHES.
 LG1052'
 LG1052'REFERENCE MARK NO 2 IS WEST OF THE STATION, 37 FEET WEST OF THE
 LG1052'CENTER OF HIGHWAY NO 77, 45 FEET NORTH OF THE CENTER OF EAST-WEST
 LG1052'ROAD, 10 FEET NORTH OF FENCE CORNER AND 1 FOOT EAST OF
 LG1052'NORTH-SOUTH FENCE LINE.  IT IS STAMPED PICKRELL NO 2 1947 AND
 LG1052'PROJECTS 6 INCHES.
 LG1052'
 LG1052'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 35 FEET
 LG1052'WEST OF THE CENTER OF U.S. HIGHWAY NO 77, 5 FEET NORTH OF
 LG1052'TELEPHONE POLE AND 2 FEET NORTH OF WHITE WITNESS POST.  IT IS
 LG1052'STAMPED PICKRELL 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG1052'STATION, GO SOUTH ON HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE
 LG1052'RIGHT AS DESCRIBED.
 LG1052'
 LG1052'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1052'OF U.S. HIGHWAY NO 77 AND STATE ROUTES 3 AND 4 IN BEATRICE, GO
 LG1052'NORTH ON NO 77 FOR 6.7 MILES TO CROSSROADS AND STATION ON THE
 LG1052'RIGHT AS DESCRIBED.
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 10 FEET
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION INDIAN IS V.G
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION JAKES IS V.G
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION BEAR IS V.G
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION AIR IS V.G
 LG1052'
 LG1052'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1052
 LG1052                          STATION RECOVERY (1953)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 LG1052'THE STATION MARKS, REFERENCE MARKS NUMBERS 1 AND 2, AND THE
 LG1052'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LG1052'CONDITION.  REFERENCE MARK NUMBER 2 WAS DESTROYED DUE TO THE
 LG1052'CONSTRUCTION ON A NEW HOME.  A NEW REFERENCE MARK WAS SET.  A
 LG1052'COMPLETE DESCRIPTION FOLLOWS-
 LG1052'
 LG1052'STATION IS ABOUT 6.5 MILES NORTH OF BEATRICE AND 1.0 MILE
 LG1052'SOUTHWEST OF PICKRELL ALONG U.S. HIGHWAY 77 IN THE NORTH-WEST
 LG1052'ANGLE OF EAST-WEST CROSS ROAD AND U.S. HIGHWAY 77.  IT IS 53 FEET
 LG1052'EAST OF THE CENTER OF U.S. HIGHWAY 77, 43 FEET NORTH OF THE
 LG1052'CENTER OF EAST-WEST ROAD, 21 FEET EAST OF NORTH-SOUTH FENCE LINE
 LG1052'AND 10 FEET NORTH OF EAST-WEST FENCE LINE.
 LG1052'
 LG1052'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S. HIGHWAY
 LG1052'77 AND STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S.
 LG1052'HIGHWAY 77 FOR 6.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 LG1052'CONTINUE NORTH ON U.S. HIGHWAY 77 FOR 0.5 MILE TO THE STATION ON
 LG1052'THE RIGHT.
 LG1052'
 LG1052'THE SURFACE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE
 LG1052'GROUND AND THE DISK IS STAMPED PICKRELL 1947.
 LG1052'
 LG1052'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTER OF EAST-WEST
 LG1052'ROAD, 2 FEET WEST OF TELEPHONE POLE, AND 1 FOOT NORTH OF
 LG1052'EAST-WEST FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG1052'STAMPED PICKRELL NO 1 1947.
 LG1052'
 LG1052'REFERENCE MARK 3 IS 39 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77,
 LG1052'32 FEET SOUTH OF THE CENTER OF GRADED DIRT ROAD, 6 FEET WEST OF A
 LG1052'TELEPHONE POLE, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 LG1052'PROJECTS 4 INCHES AND THE DISK IS STAMPED PICKRELL NO 3 1953.
 LG1052'
 LG1052'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 5
 LG1052'FEET NORTH OF A TELEPHONE POLE, AND 2 FEET NORTH OF A 4 X 4 WHITE
 LG1052'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG1052'PICKRELL 1947.
 LG1052
 LG1052                          STATION RECOVERY (1961)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1052'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG1052'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2
 LG1052'WAS SEARCHED FOR AND NOT RECOVERED.  REFERENCE MARK 3, ESTABLISHED
 LG1052'IN 1953, WAS RECOVERED IN GOOD CONDITION.  INFORMATION FOR THIS
 LG1052'MARK WAS NOT AVAILABLE AT THIS TIME.  IT IS A STANDARD DISK,
 LG1052'STAMPED PICKRELL NO 3 1953, SET IN THE TOP OF A CYLINDRICAL
 LG1052'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 4 INCHES
 LG1052'ABOVE THE SURFACE OF THE GROUND.  IT IS 37.0 FEET WEST OF THE
 LG1052'CENTER OF U.S. HIGHWAY 77, 32.0 FEET SOUTH OF THE CENTER OF A
 LG1052'GRAVELED EAST-WEST ROAD, 6.0 FEET WEST OF A TELEPHONE POLE
 LG1052'AND 1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 LG1052'
 LG1052'THE 1947 ROUTE WAS USED IN RECOVERY OF THE STATION AND FOUND TO
 LG1052'BE ADEQUATE.
 LG1052'
 LG1052'THE PICTURE POINT IS THE CENTER OF THE CROSS ROAD INTERSECTION
 LG1052'OF U.S. HIGHWAY 77 AND AN EAST-WEST GRAVELED ROAD.
 LG1052'
 LG1052'A METAL WITNESS POST WITH SIGN WAS SET 16 FEET SOUTHWEST OF THE
 LG1052'STATION MARK.
 LG1052'
 LG1052'A METAL WITNESS POST WITH SIGN WAS SET 1.0 FOOT EAST OF THE
 LG1052'AZIMUTH MARK.
 LG1052
 LG1052                          STATION RECOVERY (1964)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1052'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1052'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 LG1052'DISPLACED BY ROAD GRADING AND REFERENCE MARK NO. 3 WHICH WAS IN
 LG1052'THE WAY OF CONSTRUCTION.  IT WAS DESTROYED.  A NEW AZIMUTH MARK
 LG1052'AND REFERENCE MARK NO. 4 WAS ESTABLISHED.  A COMPLETE NEW
 LG1052'DESCRIPTION FOLLOWS.
 LG1052'
 LG1052'STATION IS LOCATED ABOUT 6 AND 1/2 MILES NORTH OF BEATRICE AND 1
 LG1052'AND 1/2 MILES SOUTHWEST OF THE VILLAGE OF PICKRELL ALONG THE EAST
 LG1052'RIGHT-OF-WAY OF U.S. HIGHWAY 77 IN THE SOUTHWEST CORNER OF SEC.
 LG1052'27, T 5 N., R 6 E., IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 LG1052'53 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77, 40 FEET NORTH OF
 LG1052'THE CENTER OF AN EAST-WEST GRAVEL ROAD, 13 FEET NORTHWEST OF A
 LG1052'POWER POLE USED AS A FENCE CORNER, 8 FEET WEST OF A FENCE, AND
 LG1052'1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK IS 12
 LG1052'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG1052'STAMPED PICKRELL 1947.  THE STATION AND UNDERGROUND STATION
 LG1052'MARKS ARE DESCRIBED.
 LG1052'
 LG1052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 LG1052'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1052'FOR 6.1 MILES TO THE AZIMUTH MARK ON THE LEFT OR WEST SIDE OF THE
 LG1052'HIGHWAY AS DESCRIBED.  CONTINUE NORTH ON U.S. HIGHWAY 77 FOR 0.6
 LG1052'MILE TO A GRAVEL CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE
 LG1052'OF THE INTERSECTION AS DESCRIBED.
 LG1052'
 LG1052'REFERENCE MARK NO. 1 IS 78.70 FEET SOUTH-SOUTHEAST OF THE STATION,
 LG1052'90 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 33 FEET SOUTH
 LG1052'OF THE CENTER OF EAST-WEST GRAVEL ROAD, 29 FEET EAST OF A FENCE
 LG1052'CORNER, 3 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A
 LG1052'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG1052'PICKRELL NO 1 1947.
 LG1052'
 LG1052'REFERENCE MARK NO. 4 IS 136.00 FEET SOUTHWEST OF THE STATION, 60
 LG1052'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, 35 FEET SOUTH OF
 LG1052'THE CENTER OF EAST-WEST GRAVEL ROAD, 2 FEET SOUTHEAST OF A
 LG1052'TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 LG1052'INCHES AND THE DISK IS STAMPED PICKRELL NO 4 1947.
 LG1052'
 LG1052'AZIMUTH MARK (RESET) IS 0.6 MILE SOUTH OF THE STATION, 60 FEET
 LG1052'WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, 3 FEET NORTH OF A
 LG1052'TELEPHONE POLE, 1.5 FEET SOUTH OF A NEW STEEL WITNESS POST, AND
 LG1052'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG1052'IS STAMPED PICKRELL 1947 RESET 1964.
 LG1052'
 LG1052'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG1052
 LG1052                          STATION RECOVERY (1969)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1052'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 4
 LG1052'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1052'SEARCHED FOR BUT NOT FOUND AND OLD TIES SHOW THE MARK MUST OF
 LG1052'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE OLD DESCRIPTION IS
 LG1052'ADEQUATE FOR RECOVERY.
 LG1052'
 LG1052'A NEW AZIMUTH MARK WAS SET.
 LG1052'
 LG1052'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 LG1052'
 LG1052'STATION MARK, A STANDARD DISK STAMPED PICKRELL 1947, IS SET IN
 LG1052'THE TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 LG1052'SURFACE OF THE GROUND.  IT IS 53.5 FEET EAST OF THE CENTER OF
 LG1052'U.S. HIGHWAY 77, 40 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1052'ROAD, 14 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 8.5
 LG1052'FEET WEST OF A FENCE, AND 8 FEET WEST OF A METAL WITNESS POST.
 LG1052'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1052'
 LG1052'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PICKRELL NO. 1 1947,
 LG1052'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LG1052'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG1052'ROAD, 26.5 FEET EAST OF A CORNER FENCE POST, 3 FEET WEST OF A
 LG1052'TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE.
 LG1052'
 LG1052'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PICKRELL NO. 4 1947,
 LG1052'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LG1052'INCHES.  IT IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 35
 LG1052'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET SOUTH OF
 LG1052'A CONCRETE RIGHT-OF-WAY POST, AND 2 FEET EAST OF A FENCE.
 LG1052'
 LG1052'AZIMUTH MARK, A STANDARD DISK STAMPED PICKRELL 1947 1969, IS
 LG1052'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LG1052'IT IS 60.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 15 FEET
 LG1052'NORTH OF A T-FENCE CORNER POST, 1 FOOT NORTH OF A METAL WITNESS
 LG1052'POST, AND 0.5 FEET EAST OF A FENCE.
 LG1052'
 LG1052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LG1052'HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LG1052'
 LG1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 LG1052'MILES NORTH OF BEATRICE.
 LG1052
 LG1052                          STATION RECOVERY (1969)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1052'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 4,
 LG1052'AZIMUTH MARK 1947 RESET 1964, AND THE 1969 AZIMUTH MARK WERE
 LG1052'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LG1052'
 LG1052'WHEN THE 1969 AZIMUTH MARK WAS ESTABLISHED THE 1964 DESCRIPTION
 LG1052'WAS NOT AVAILABLE, THEREFORE THE 1964 AZIMUTH MARK WAS NOT
 LG1052'RECOVERED.  THE STATION WAS RECOVERED AND THE 1964 AZIMUTH MARK
 LG1052'WAS RECOVERED SO THE 1969 AZIMUTH MARK WAS RESTAMPED PICKRELL
 LG1052'1947 NO. 2 1969.
 LG1052'
 LG1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 LG1052'MILES NORTH OF BEATRICE.
 LG1052
 LG1052                          STATION RECOVERY (1977)
 LG1052
 LG1052'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (RLE)
 LG1052'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 4, AND
 LG1052'BOTH AZIMUTH MARKS PICKRELL 1947 RESET 1964, PICKRELL 1947 NO. 2
 LG1052'1969 WERE FOUND ADEQUATE AND IN GOOD CONDITION AS DESCRIBED.
 LG1052'
 LG1052'THE 1969 DESCRIPTION WAS FOUND TO BE ADEQUATE.
 LG1052'
 LG1052'REFER TO USC AND GS.
 LG1052'
 LG1052'NEAREST TOWN--PICKRELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1055 ***********************************************************************
 LG1055  DESIGNATION -  PICKRELL COOP GRAIN ELEVATOR
 LG1055  PID         -  LG1055
 LG1055  STATE/COUNTY-  NE/GAGE
 LG1055  COUNTRY     -  US
 LG1055  USGS QUAD   -  PICKRELL (2017)
 LG1055
 LG1055                         *CURRENT SURVEY CONTROL
 LG1055  ______________________________________________________________________
 LG1055* NAD 83(1995) POSITION- 40 22 44.58213(N) 096 43 36.50233(W)   ADJUSTED
 LG1055  ______________________________________________________________________
 LG1055  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 LG1055  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LG1055  HORZ ORDER      -  THIRD
 LG1055
 LG1055.The horizontal coordinates were established by classical geodetic methods
 LG1055.and adjusted by the National Geodetic Survey in August 1997.
 LG1055
 LG1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1055.GEOID18 height accuracy estimate available here.
 LG1055
 LG1055.Click photographs - Photos may exist for this station.
 LG1055
 LG1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1055
 LG1055. The following values were computed from the NAD 83(1995) position.
 LG1055
 LG1055;                    North         East     Units Scale Factor Converg.
 LG1055;SPC NE       -    65,852.194   777,850.951   MT  0.99985011   +2 10 08.9
 LG1055;SPC NE       -   216,050.07  2,551,999.33   sFT  0.99985011   +2 10 08.9
 LG1055;UTM  14      - 4,472,310.165   692,970.207   MT  1.00005840   +1 28 23.2
 LG1055
 LG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9297072310(NAD 83)
 LG1055
 LG1055                          SUPERSEDED SURVEY CONTROL
 LG1055
 LG1055  NAD 83(1986)-  40 22 44.58848(N)    096 43 36.49835(W) AD(       ) 3
 LG1055  NAD 27      -  40 22 44.56200(N)    096 43 35.40600(W) AD(       ) 3
 LG1055
 LG1055.Superseded values are not recommended for survey control.
 LG1055
 LG1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1055.See file dsdata.pdf to determine how the superseded data were derived.
 LG1055
 LG1055_MARKER: 65 = GRAIN ELEVATOR
 LG1055
 LG1055  HISTORY     - Date     Condition        Report By
 LG1055  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1055  HISTORY     - 20040603 GOOD             USPSQD
 LG1055
 LG1055                          STATION DESCRIPTION
 LG1055
 LG1055'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 LG1055'STATION FOUND GOOD. ELEVATOR IS ON THE NORTHEAST EDGE OF THE TOWN OF
 LG1055'PICKRELL, ABOUT 100 FEET NORTH OF AUSTIN ST. AT THE INTERSECTION WHERE
 LG1055'WASHINGTON ST. DEAD ENDS AT AUSTIN ST., ABOUT 12 FEET EAST OF THE
 LG1055'CENTERLINE OF WASHINGTON ST. EXTENDED. FROM U.S. HIGHWAY 77, 8 MILES
 LG1055'NORTH OF BEATRICE, TAKE SPUR 34D EAST 1 MILE TO PICKRELL. SPUR 34D IS
 LG1055'AUSTIN ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2070 ***********************************************************************
 MK2070  DESIGNATION -  PIERCE
 MK2070  PID         -  MK2070
 MK2070  STATE/COUNTY-  NE/LANCASTER
 MK2070  COUNTRY     -  US
 MK2070  USGS QUAD   -  WAHOO SE (2017)
 MK2070
 MK2070                         *CURRENT SURVEY CONTROL
 MK2070  ______________________________________________________________________
 MK2070* NAD 83(1995) POSITION- 41 01 15.90823(N) 096 30 24.43382(W)   ADJUSTED
 MK2070* NAVD 88 ORTHO HEIGHT -   380.    (meters)     1247.    (feet) SCALED
 MK2070  ______________________________________________________________________
 MK2070  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 MK2070  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 MK2070  HORZ ORDER      -  SECOND
 MK2070
 MK2070.The horizontal coordinates were established by classical geodetic methods
 MK2070.and adjusted by the National Geodetic Survey in August 1997.
 MK2070
 MK2070.The orthometric height was scaled from a topographic map.
 MK2070
 MK2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2070.GEOID18 height accuracy estimate available here.
 MK2070
 MK2070.Click photographs - Photos may exist for this station.
 MK2070
 MK2070.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2070
 MK2070. The following values were computed from the NAD 83(1995) position.
 MK2070
 MK2070;                    North         East     Units Scale Factor Converg.
 MK2070;SPC NE       -   137,804.648   793,638.660   MT  0.99969416   +2 18 53.8
 MK2070;SPC NE       -   452,114.08  2,603,796.17   sFT  0.99969416   +2 18 53.8
 MK2070;UTM  14      - 4,544,092.275   709,625.465   MT  1.00014087   +1 38 13.1
 MK2070
 MK2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2070!SPC NE       -   0.99994449  x   0.99969416  =   0.99963867
 MK2070!UTM  14      -   0.99994449  x   1.00014087  =   1.00008535
 MK2070
 MK2070:                Primary Azimuth Mark                     Grid Az
 MK2070:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             212 14 12.4
 MK2070:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             212 54 53.1
 MK2070
 MK2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0962544092(NAD 83)
 MK2070
 MK2070|---------------------------------------------------------------------|
 MK2070| PID    Reference Object                     Distance      Geod. Az  |
 MK2070|                                                           dddmmss.s |
 MK2070| CL8137 PIERCE RM 1                          14.026 METERS 00005     |
 MK2070| CL8138 PIERCE RM 2                          14.481 METERS 18118     |
 MK2070| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.28.7 KM 2143306.2 |
 MK2070|---------------------------------------------------------------------|
 MK2070
 MK2070                          SUPERSEDED SURVEY CONTROL
 MK2070
 MK2070  NAD 83(1986)-  41 01 15.92008(N)    096 30 24.43641(W) AD(       ) 2
 MK2070  NAD 27      -  41 01 15.90953(N)    096 30 23.36542(W) AD(       ) 2
 MK2070
 MK2070.Superseded values are not recommended for survey control.
 MK2070
 MK2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2070.See file dsdata.pdf to determine how the superseded data were derived.
 MK2070
 MK2070_MARKER: DD = SURVEY DISK
 MK2070_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2070+WITH SETTING: INFORMATION.
 MK2070_STAMPING: PIERCE ET 1967
 MK2070_MARK LOGO: USGS
 MK2070_PROJECTION: FLUSH
 MK2070_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2070+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2007
 MK2070
 MK2070  HISTORY     - Date     Condition        Report By
 MK2070  HISTORY     - 1967     MONUMENTED       USGS
 MK2070  HISTORY     - 1981     GOOD             LOCENG
 MK2070  HISTORY     - 20070514 GOOD             NE-109
 MK2070
 MK2070                          STATION DESCRIPTION
 MK2070
 MK2070'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2070'THE STATION IS ABOUT 1.5 MI S. AND 7.0 MI W. OF ASHLAND, AND
 MK2070'ABOUT 14.0 MI S., 6.0 MI E. OF WAHOO, T. 12 N., R. 8 E., NEAR THE
 MK2070'QUARTER COR. BETWEEN SECS. 10 AND 11, 1 FT E. OF FENCE, 792 FT S.
 MK2070'OF FENCE CORNER OF E.-W. AND N.-S. FENCE LINES.
 MK2070'
 MK2070'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2070'6TH ST. FOR 0.2 MI TO HWYS. 30A, 77, AND 92, TURN LEFT (S.) AND GO
 MK2070'0.5 MI TO HWY. JCT., CONTINUE STRAIGHT AHEAD (S.) ALONG HWY. 77
 MK2070'FOR 13.55 MI TO CROSSROADS, TURN LEFT (E.) AND GO 7.3 MI TO
 MK2070'CROSSROADS, TURN LEFT (N.) AND GO 0.55 MI TO A FIELD RD. W., TURN
 MK2070'LEFT (W.) AND GO ALONG FIELD RD. FOR 0.25 MI TO TOP OF RIDGE AND
 MK2070'FENCE LINE, TURN LEFT (S.) AND GO ALONG FENCE LINE FOR 0.15 MI
 MK2070'TO STATION ON RIGHT (W.).
 MK2070'
 MK2070'REFERENCE AZIMUTH TO STATE CAPITOL DOME IN LINCOLN.
 MK2070'
 MK2070'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2070'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2070'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2070'
 MK2070'THE STATION MARK IS STAMPED ET PIERCE 1967.
 MK2070'
 MK2070'REFERENCE MARK 1 IS N. OF THE STATION, 1 FT E. OF FENCE, 746 FT
 MK2070'S. OF FENCE CORNER, STAMPED PIERCE NO 1 1967.
 MK2070'
 MK2070'REFERENCE MARK 2 IS S. OF THE STATION, 1 FT W. OF FENCE, 839 FT S.
 MK2070'OF FENCE CORNER.  STAMPED PIERCE NO 2 1967.
 MK2070'
 MK2070'AZIMUTH MARK - NONE SET.
 MK2070
 MK2070                          STATION RECOVERY (1981)
 MK2070
 MK2070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2070'ET PIERCE 1967 RECOVERED GOOD.
 MK2070'
 MK2070'PIERCE NO. 1 1967 RECOVERED GOOD.
 MK2070'
 MK2070'PIERCE NO. 2 1967 RECOVERED GOOD.
 MK2070'
 MK2070'DESCRIPTION ADEQUATE.
 MK2070'
 MK2070'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI S AND 7.0 MI W. OF
 MK2070'ASHLAND.
 MK2070
 MK2070                          STATION RECOVERY (2007)
 MK2070
 MK2070'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2007 (JFP)
 MK2070'STATION MARK APPEARED TO HAVE BEEN HIT BY FARM MACHINERY.  WEST EDGE
 MK2070'OF DISK WAS BENT DOWN AND PROTECTIVE TILE WAS BROKEN.  DUG DOWN AND
 MK2070'DETERMINED THAT THE POSITION HAD NOT MOVED SINCE THE ROD WAS NOT BENT.
 MK2070'REBUILT THE TILE AROUND THE DISK AND PLACED A MARKER SIGN ON WEST SIDE
 MK2070'OF STATION.
 MK2070'
 MK2070'REFERENCE MARK NO. 1 WAS NOT FOUND AND BELIEVED DESTROYED.   PIECES OF
 MK2070'BROKEN TILE WERE FOUND IN THE AREA WHERE IT SHOULD HAVE BEEN LOCATED.
 MK2070'NO TRACE OF THE DISK OR ROD.
 MK2070'
 MK2070'REFERENCE MARK NO. 2 WAS FOUND GOOD.  PLACED A MARKER SIGN ON THE
 MK2070'SOUTH SIDE.  THIS REFERENCE MARK IS APPROXIMATELY 10 FEET NORTH OF A
 MK2070'CLUSTER OF 6-INCH MULBERRY TREES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0480 ***********************************************************************
 NO0480  DESIGNATION -  PIESTER
 NO0480  PID         -  NO0480
 NO0480  STATE/COUNTY-  NE/CHERRY
 NO0480  COUNTRY     -  US
 NO0480  USGS QUAD   -  CARRICO LAKES (2017)
 NO0480
 NO0480                         *CURRENT SURVEY CONTROL
 NO0480  ______________________________________________________________________
 NO0480* NAD 83(1995) POSITION- 42 21 01.61258(N) 101 37 54.46743(W)   ADJUSTED
 NO0480* NAVD 88 ORTHO HEIGHT -  1186.    (meters)     3891.    (feet) SCALED
 NO0480  ______________________________________________________________________
 NO0480  GEOID HEIGHT    -        -19.223 (meters)                     GEOID18
 NO0480  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 NO0480  HORZ ORDER      -  SECOND
 NO0480
 NO0480.The horizontal coordinates were established by classical geodetic methods
 NO0480.and adjusted by the National Geodetic Survey in August 1997.
 NO0480
 NO0480.The orthometric height was scaled from a topographic map.
 NO0480
 NO0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0480.GEOID18 height accuracy estimate available here.
 NO0480
 NO0480.Click photographs - Photos may exist for this station.
 NO0480
 NO0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0480
 NO0480. The following values were computed from the NAD 83(1995) position.
 NO0480
 NO0480;                    North         East     Units Scale Factor Converg.
 NO0480;SPC NE       -   280,742.480   365,588.025   MT  0.99976728   -1 04 53.0
 NO0480;SPC NE       -   921,069.29  1,199,433.38   sFT  0.99976728   -1 04 53.0
 NO0480;UTM  14      - 4,692,042.272   283,233.708   MT  1.00017817   -1 46 25.1
 NO0480
 NO0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0480!SPC NE       -   0.99981697  x   0.99976728  =   0.99958429
 NO0480!UTM  14      -   0.99981697  x   1.00017817  =   0.99999511
 NO0480
 NO0480:                Primary Azimuth Mark                     Grid Az
 NO0480:SPC NE       -  PIESTER AZ MK                            045 01 54.6
 NO0480:UTM  14      -  PIESTER AZ MK                            045 43 26.7
 NO0480
 NO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8323392042(NAD 83)
 NO0480
 NO0480|---------------------------------------------------------------------|
 NO0480| PID    Reference Object                     Distance      Geod. Az  |
 NO0480|                                                           dddmmss.s |
 NO0480| CQ4611 PIESTER AZ MK                                      0435701.6 |
 NO0480| CQ4612 PIESTER RM 1                         15.821 METERS 12329     |
 NO0480| CQ4613 PIESTER RM 2                         17.310 METERS 25132     |
 NO0480|---------------------------------------------------------------------|
 NO0480
 NO0480                          SUPERSEDED SURVEY CONTROL
 NO0480
 NO0480  NAD 83(1986)-  42 21 01.60933(N)    101 37 54.47204(W) AD(       ) 2
 NO0480  NAD 27      -  42 21 01.65000(N)    101 37 52.87500(W) AD(       ) 2
 NO0480
 NO0480.Superseded values are not recommended for survey control.
 NO0480
 NO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0480.See file dsdata.pdf to determine how the superseded data were derived.
 NO0480
 NO0480_MARKER: DS = TRIANGULATION STATION DISK
 NO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0480_STAMPING: PIESTER 1946
 NO0480_MARK LOGO: CGS
 NO0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0480+STABILITY: SURFACE MOTION
 NO0480
 NO0480  HISTORY     - Date     Condition        Report By
 NO0480  HISTORY     - 1946     MONUMENTED       CGS
 NO0480
 NO0480                          STATION DESCRIPTION
 NO0480
 NO0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0480'LOCATED ABOUT 25 MILES AIRLINE, NORTH-NORTHEAST OF HYANNIS,
 NO0480'ABOUT 4.0 MILES AIRLINE, SOUTHEAST OF PIESTER LAKE, AND 4.6
 NO0480'MILES AIRLINE NORTH-NORTHEAST OF AYRES POST OFFICE, ON THE
 NO0480'HIGHEST POINT OF A LONG SANDY RIDGE WHICH EXTENDS IN AN EAST-WEST
 NO0480'DIRECTION.  IT IS ON THE EAST END OF THE RIDGE, ABOUT 0.1 MILE
 NO0480'EAST OF A NORTH-SOUTH FENCE LINE, 0.1 MILE NORTH OF AN EAST-WEST
 NO0480'FENCE LINE, AND 7 FEET SOUTH OF A 4-INCH SQUARE, WOODEN WITNESS
 NO0480'POST, PROJECTING 2 FEET.  IT IS STAMPED PIESTER 1946 AND
 NO0480'PROJECTS 1 FOOT.
 NO0480'
 NO0480'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL AND
 NO0480'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED PIESTER
 NO0480'NO. 1 1946 AND PROJECTS 1 FOOT.
 NO0480'
 NO0480'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 NO0480'3 FEET LOWER THAN THE STATION.  IT IS STAMPED PIESTER NO 2
 NO0480'1946 AND PROJECTS 1 FOOT.
 NO0480'
 NO0480'AZIMUTH MARK IS LOCATED ON A ROUNDED GRASSY KNOLL 0.1 MILE EAST
 NO0480'OF A RANCH HOUSE, 0.05 MILE EAST OF A NORTH-SOUTH FENCE LINE,
 NO0480'AND 0.05 MILE NORTH OF AN EAST-WEST ROAD.  IT IS STAMPED
 NO0480'PIESTER 1946 AND PROJECTS 1 FOOT.
 NO0480'
 NO0480'REACHED FROM THE CROSSROAD ON STATE HIGHWAY 2 JUST NORTH OF
 NO0480'THE SCHOOLHOUSE IN WHITMAN, GO NORTH FOR 10.7 MILES TO BRIDGE
 NO0480'OVER THE MIDDLE LOUP RIVER KEEPING LEFT ON MAIN TRAVELED ROAD,
 NO0480'AND CONTINUE NORTH FOR 3.2 MILES TO AUTO GATE.  TAKE RIGHT FORK
 NO0480'FOR 2.35 MILES TO FORKS, KEEP LEFT FORK STRAIGHT AHEAD FOR
 NO0480'0.75 MILE TO AUTO GATE AND T-ROAD LEFT.  TURN LEFT, WEST, FOR
 NO0480'2.05 MILES TO FORKS AND A SCHOOLHOUSE TO THE NORTH, TAKE RIGHT
 NO0480'FORK FOR 0.5 MILE TO FORKS, KEEP LEFT, NORTHWEST, FOR 1.3
 NO0480'MILES CROSSING TWO AUTO GATES.  CONTINUE NORTH FOR 0.75 MILE
 NO0480'PASSING THROUGH RANCH YARD, KEEP MAIN ROAD FOR 0.4 MILE TO
 NO0480'FORKS, TAKE RIGHT FORK FOR 0.95 MILE TO REVERSE Y-FORKS AND
 NO0480'AUTO GATE.  CONTINUE NORTH FOR 3.0 MILES TO RANCH, THEN
 NO0480'WESTERLY 0.3 MILE TO FORKS.  TAKE RIGHT FORK OVER HILL FOR 1.4
 NO0480'MILES TO FORKS, TAKE LEFT FORK, WEST, PASSING SOUTH OF
 NO0480'LAKE, FOR 3.1 MILES TO THE AZIMUTH MARK, 0.05 MILE TO THE
 NO0480'NORTH.  GO THROUGH WIRE GATE, JUST SOUTH OF RANCH HOUSE, AND
 NO0480'CONTINUE WEST FOR 1.15 MILES.  HERE, TURN SOUTH, LEAVING
 NO0480'MAIN ROAD, FOR 0.2 MILE TO WIRE GATE.  PASS THROUGH GATE AND
 NO0480'GO SOUTH-SOUTHEASTERLY UP STEEP SLOPES FOR 0.7 MILE TO A
 NO0480'NORTH-SOUTH FENCE LINE.  FROM HERE, GO 0.1 MILE EAST TO
 NO0480'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0788 ***********************************************************************
 NN0788  DESIGNATION -  PINE
 NN0788  PID         -  NN0788
 NN0788  STATE/COUNTY-  NE/BROWN
 NN0788  COUNTRY     -  US
 NN0788  USGS QUAD   -  BASSETT NW (2017)
 NN0788
 NN0788                         *CURRENT SURVEY CONTROL
 NN0788  ______________________________________________________________________
 NN0788* NAD 83(1995) POSITION- 42 38 51.54780(N) 099 40 57.09691(W)   ADJUSTED
 NN0788* NAVD 88 ORTHO HEIGHT -   718.    (meters)     2356.    (feet) SCALED
 NN0788  ______________________________________________________________________
 NN0788  GEOID HEIGHT    -        -23.171 (meters)                     GEOID18
 NN0788  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 NN0788  HORZ ORDER      -  SECOND
 NN0788
 NN0788.The horizontal coordinates were established by classical geodetic methods
 NN0788.and adjusted by the National Geodetic Survey in August 1997.
 NN0788
 NN0788.The orthometric height was scaled from a topographic map.
 NN0788
 NN0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0788.GEOID18 height accuracy estimate available here.
 NN0788
 NN0788.Click photographs - Photos may exist for this station.
 NN0788
 NN0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0788
 NN0788. The following values were computed from the NAD 83(1995) position.
 NN0788
 NN0788;                    North         East     Units Scale Factor Converg.
 NN0788;SPC NE       -   312,529.870   526,030.722   MT  0.99985756   +0 12 37.4
 NN0788;SPC NE       - 1,025,358.42  1,725,819.13   sFT  0.99985756   +0 12 37.4
 NN0788;UTM  14      - 4,721,914.148   444,051.424   MT  0.99963851   -0 27 44.7
 NN0788
 NN0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0788!SPC NE       -   0.99989100  x   0.99985756  =   0.99974858
 NN0788!UTM  14      -   0.99989100  x   0.99963851  =   0.99952955
 NN0788
 NN0788:                Primary Azimuth Mark                     Grid Az
 NN0788:SPC NE       -  PINE AZ MK                               140 59 43.5
 NN0788:UTM  14      -  PINE AZ MK                               141 40 05.6
 NN0788
 NN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4405121914(NAD 83)
 NN0788
 NN0788|---------------------------------------------------------------------|
 NN0788| PID    Reference Object                     Distance      Geod. Az  |
 NN0788|                                                           dddmmss.s |
 NN0788| CO3479 PINE RM 1                            19.964 METERS 11326     |
 NN0788| NN0781 BASSETT MUNICIPAL TANK              APPROX.13.7 KM 1191728.8 |
 NN0788| CO3478 PINE AZ MK                                         1411220.9 |
 NN0788| CO3480 PINE RM 2                            19.608 METERS 24018     |
 NN0788|---------------------------------------------------------------------|
 NN0788
 NN0788                          SUPERSEDED SURVEY CONTROL
 NN0788
 NN0788  NAD 83(1986)-  42 38 51.55466(N)    099 40 57.10928(W) AD(       ) 2
 NN0788  NAD 27      -  42 38 51.55200(N)    099 40 55.67600(W) AD(       ) 2
 NN0788
 NN0788.Superseded values are not recommended for survey control.
 NN0788
 NN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0788.See file dsdata.pdf to determine how the superseded data were derived.
 NN0788
 NN0788_MARKER: DS = TRIANGULATION STATION DISK
 NN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0788_STAMPING: PINE 1949
 NN0788_MARK LOGO: CGS
 NN0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0788+STABILITY: SURFACE MOTION
 NN0788
 NN0788  HISTORY     - Date     Condition        Report By
 NN0788  HISTORY     - 1949     MONUMENTED       CGS
 NN0788
 NN0788                          STATION DESCRIPTION
 NN0788
 NN0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0788'THE STATION IS ON THE EAST RIM OF A CANYON OVER LOOKING PINE
 NN0788'CREEK TO THE WEST.  IT IS ABOUT 9.0 MILES NORTHWEST OF BASSETT,
 NN0788'8.0 MILES NORTH OF LONG PINE, 70.0 FEET EAST OF WHERE THE RIDGE
 NN0788'BREAKS SHARPLY TO THE WEST, 37.0 FEET WEST OF THE HIGHEST
 NN0788'PART OF RIDGE, 25.0 FEET SOUTH-SOUTHWEST OF A LONE PINE TREE,
 NN0788'AND 3.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 5 INCHES
 NN0788'AND IS STAMPED, PINE 1949.
 NN0788'
 NN0788'REFERENCE MARK NO. 1 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 NN0788'OF THE STATION.  IT PROJECTS 5 INCHES AND IS STAMPED, PINE
 NN0788'NO 1 1949.
 NN0788'
 NN0788'REFERENCE MARK NO. 2 IS ABOUT 10.0 FEET BELOW THE ELEVATION
 NN0788'OF THE STATION.  IT IS ON THE WEST SLOPE OF THE RIDGE, PROJECTS
 NN0788'6 INCHES AND IS STAMPED, PINE NO 2 1949.
 NN0788'
 NN0788'AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF A ROAD, 1.0
 NN0788'FOOT NORTH OF A FENCE,AND 1.0 FOOT EAST OF A WITNESS POST.
 NN0788'IT PROJECTS 4 INCHES AND IS STAMPED, PINE 1949.
 NN0788'
 NN0788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0788'20 AND STATE HIGHWAY NO. 55, 0.75 MILE NORTH OF LONG PINE,
 NN0788'GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.35 MILES TO A CROSSROAD,
 NN0788'JUST BEFORE REACHING AN OVERPASS AND A SIGN ON THE LEFT PINE
 NN0788'CREEK CAMP MEETING, TURN LEFT AND GO NORTH ON GRADED ROAD
 NN0788'FOR 6.4 MILES TO ENTRANCE TO PINE CREEK RANCH ON THE LEFT,
 NN0788'CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.9 MILE TO A T-ROAD
 NN0788'LEFT, AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN LEFT AND
 NN0788'GO WEST 200 FEET, TURN RIGHT AND GO NORTH ALONG THE WEST
 NN0788'EDGE OF A MEADOW AND THE EAST EDGE OF BLUFF OF PINE CREEK
 NN0788'FOR 0.5 MILE TO THE STATION.
 NN0788'
 NN0788'AN 87 FOOT SIGNAL AT LAMB 1934 AND AINSWORTH ARE VISIBLE
 NN0788'AT 37 FEET.
 NN0788'
 NN0788'A 4 FOOT SIGNAL AT BASSETT 1934, LONG PINE, AND MID ARE
 NN0788'VISIBLE AT 37 FEET.
 NN0788'
 NN0788'A 74 FOOT SIGNAL AT HIGHLAND IS VISIBLE AT 37 FEET.
 NN0788'
 NN0788'A 4 FOOT SIGNAL AT MEADVILLE, CUBA, AND RIVERVIEW ARE VISIBLE
 NN0788'AT 37 FEET.
 NN0788'
 NN0788'A 74 FOOT SIGNAL AT PAT AND PROSSER ARE VISIBLE AT 37 FEET.
 NN0788'
 NN0788'AN 87 FOOT SIGNAL AT WYMAN IS VISIBLE AT 37 FEET.
 NN0788'
 NN0788'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1817 ***********************************************************************
 NM1817  DESIGNATION -  PIT
 NM1817  PID         -  NM1817
 NM1817  STATE/COUNTY-  NE/KNOX
 NM1817  COUNTRY     -  US
 NM1817  USGS QUAD   -  TABOR SE (2017)
 NM1817
 NM1817                         *CURRENT SURVEY CONTROL
 NM1817  ______________________________________________________________________
 NM1817* NAD 83(1995) POSITION- 42 47 52.54224(N) 097 31 02.70232(W)   ADJUSTED
 NM1817* NAVD 88 ORTHO HEIGHT -   456.24  (+/-2cm)     1496.8   (feet) VERTCON
 NM1817  ______________________________________________________________________
 NM1817  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 NM1817  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 NM1817  HORZ ORDER      -  SECOND
 NM1817  VERT ORDER      -  THIRD ? (See Below)
 NM1817
 NM1817.The horizontal coordinates were established by classical geodetic methods
 NM1817.and adjusted by the National Geodetic Survey in August 1997.
 NM1817
 NM1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1817
 NM1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1817.GEOID18 height accuracy estimate available here.
 NM1817
 NM1817.The vertical order pertains to the NGVD 29 superseded value.
 NM1817
 NM1817.Click photographs - Photos may exist for this station.
 NM1817
 NM1817.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1817
 NM1817. The following values were computed from the NAD 83(1995) position.
 NM1817
 NM1817;                    North         East     Units Scale Factor Converg.
 NM1817;SPC NE       -   332,089.333   703,048.845   MT  0.99991360   +1 38 42.7
 NM1817;SPC NE       - 1,089,529.75  2,306,586.09   sFT  0.99991360   +1 38 42.7
 NM1817;SPC SD S     -    55,517.971   830,321.362   MT  1.00000857   +1 56 33.2
 NM1817;SPC SD S     -   182,145.21  2,724,146.00   sFT  1.00000857   +1 56 33.2
 NM1817;UTM  14      - 4,739,441.333   621,239.180   MT  0.99978084   +1 00 26.7
 NM1817
 NM1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1817!SPC NE       -   0.99993246  x   0.99991360  =   0.99984607
 NM1817!SPC SD S     -   0.99993246  x   1.00000857  =   0.99994103
 NM1817!UTM  14      -   0.99993246  x   0.99978084  =   0.99971332
 NM1817
 NM1817:                Primary Azimuth Mark                     Grid Az
 NM1817:SPC NE       -  PIT AZ MK                                001 09 39.8
 NM1817:SPC SD S     -  PIT AZ MK                                000 51 49.3
 NM1817:UTM  14      -  PIT AZ MK                                001 47 55.8
 NM1817
 NM1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2123939441(NAD 83)
 NM1817
 NM1817|---------------------------------------------------------------------|
 NM1817| PID    Reference Object                     Distance      Geod. Az  |
 NM1817|                                                           dddmmss.s |
 NM1817| CO3483 PIT AZ MK                                          0024822.5 |
 NM1817| NM1879 STATE HOSP TK NEAR YANKTON          APPROX.15.7 KM 0350221.9 |
 NM1817| NM1865 YANKTON SAC HEART HOSP TANK         APPROX.12.1 KM 0464416.0 |
 NM1817| CO3484 PIT RM 1                             28.330 METERS 14335     |
 NM1817| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX. 7.5 KM 1685828.6 |
 NM1817| CO3485 PIT RM 2                             34.851 METERS 22741     |
 NM1817|---------------------------------------------------------------------|
 NM1817
 NM1817                          SUPERSEDED SURVEY CONTROL
 NM1817
 NM1817  NAD 83(1986)-  42 47 52.55053(N)    097 31 02.69552(W) AD(       ) 2
 NM1817  NAD 27      -  42 47 52.55600(N)    097 31 01.46500(W) AD(       ) 2
 NM1817  MORC        -  42 47 50.29000(N)    097 31 02.84000(W) AD(       ) 3
 NM1817  NGVD 29             456.03   (m)         1496.2    (f) LEVELING    3  
 NM1817
 NM1817.Superseded values are not recommended for survey control.
 NM1817
 NM1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1817.See file dsdata.pdf to determine how the superseded data were derived.
 NM1817
 NM1817_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NM1817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1817_MARK LOGO: MORC
 NM1817_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1817
 NM1817  HISTORY     - Date     Condition        Report By
 NM1817  HISTORY     - 1889     MONUMENTED       MORC
 NM1817  HISTORY     - 1891     SEE DESCRIPTION  MORC
 NM1817  HISTORY     - 1948     GOOD             CGS
 NM1817
 NM1817                          STATION DESCRIPTION
 NM1817
 NM1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1817'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH AND 6.5 MILES
 NM1817'WEST OF YANKTON, 5.0 MILES NORTH AND 1.0 MILE WEST OF CROFTON
 NM1817'AND ABOUT 0.15 MILE SOUTHEAST OF MR. MORMANNS HOUSE.  IT
 NM1817'IS 76 FEET NORTH OF THE EAST-WEST FENCE LINE AND 59 FEET
 NM1817'WEST OF THE NORTH-SOUTH PASTURE FENCE LINE.  THE MARK IS A
 NM1817'1-1/2 INCH PIPE (WITH CAP) SET IN A 10X10 INCH CONCRETE
 NM1817'BLOCK.  THE PIPE PROJECTS 4 INCHES AND PIT IS STAMPED IN THE
 NM1817'CONCRETE BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0808 ***********************************************************************
 LG0808  DESIGNATION -  PLACEK
 LG0808  PID         -  LG0808
 LG0808  STATE/COUNTY-  NE/SALINE
 LG0808  COUNTRY     -  US
 LG0808  USGS QUAD   -  SWANTON (2017)
 LG0808
 LG0808                         *CURRENT SURVEY CONTROL
 LG0808  ______________________________________________________________________
 LG0808* NAD 83(1995) POSITION- 40 24 08.36287(N) 097 06 12.33940(W)   ADJUSTED
 LG0808* NAVD 88 ORTHO HEIGHT -   437.    (meters)     1434.    (feet) SCALED
 LG0808  ______________________________________________________________________
 LG0808  GEOID HEIGHT    -        -26.834 (meters)                     GEOID18
 LG0808  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 LG0808  HORZ ORDER      -  FIRST
 LG0808
 LG0808.The horizontal coordinates were established by classical geodetic methods
 LG0808.and adjusted by the National Geodetic Survey in August 1997.
 LG0808
 LG0808.The orthometric height was scaled from a topographic map.
 LG0808
 LG0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0808.GEOID18 height accuracy estimate available here.
 LG0808
 LG0808.Click photographs - Photos may exist for this station.
 LG0808
 LG0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0808
 LG0808. The following values were computed from the NAD 83(1995) position.
 LG0808
 LG0808;                    North         East     Units Scale Factor Converg.
 LG0808;SPC NE       -    67,293.825   745,806.956   MT  0.99984230   +1 55 10.4
 LG0808;SPC NE       -   220,779.82  2,446,868.32   sFT  0.99984230   +1 55 10.4
 LG0808;UTM  14      - 4,474,139.515   660,941.497   MT  0.99991885   +1 13 46.3
 LG0808
 LG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0808!SPC NE       -   0.99993564  x   0.99984230  =   0.99977795
 LG0808!UTM  14      -   0.99993564  x   0.99991885  =   0.99985449
 LG0808
 LG0808:                Primary Azimuth Mark                     Grid Az
 LG0808:SPC NE       -  PLACEK AZ MK                             305 04 56.8
 LG0808:UTM  14      -  PLACEK AZ MK                             305 46 20.9
 LG0808
 LG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6094174139(NAD 83)
 LG0808
 LG0808|---------------------------------------------------------------------|
 LG0808| PID    Reference Object                     Distance      Geod. Az  |
 LG0808|                                                           dddmmss.s |
 LG0808| CN9458 PLACEK RM 1                          24.651 METERS 04202     |
 LG0808| LG0809 SWANTON MUNICIPAL TANK              APPROX. 3.1 KM 1360034.6 |
 LG0808| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.14.9 KM 1383107.4 |
 LG0808| CN9459 PLACEK RM 2                          30.690 METERS 18009     |
 LG0808| LG0816 WESTERN ST JOHANNIS CH SPIRE        APPROX. 7.8 KM 2602107.9 |
 LG0808| CN9457 PLACEK AZ MK                                       3070007.2 |
 LG0808|---------------------------------------------------------------------|
 LG0808
 LG0808                          SUPERSEDED SURVEY CONTROL
 LG0808
 LG0808  NAD 83(1986)-  40 24 08.37010(N)    097 06 12.33860(W) AD(       ) 1
 LG0808  NAD 27      -  40 24 08.36100(N)    097 06 11.21500(W) AD(       ) 1
 LG0808
 LG0808.Superseded values are not recommended for survey control.
 LG0808
 LG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0808.See file dsdata.pdf to determine how the superseded data were derived.
 LG0808
 LG0808_MARKER: DS = TRIANGULATION STATION DISK
 LG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0808_STAMPING: PLACEK 1935
 LG0808_MARK LOGO: CGS
 LG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0808+STABILITY: SURFACE MOTION
 LG0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0808+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2015
 LG0808
 LG0808  HISTORY     - Date     Condition        Report By
 LG0808  HISTORY     - 1935     MONUMENTED       CGS
 LG0808  HISTORY     - 1947     GOOD             CGS
 LG0808  HISTORY     - 1961     SEE DESCRIPTION  USGS
 LG0808  HISTORY     - 20150825 GOOD             NEGS
 LG0808
 LG0808                          STATION DESCRIPTION
 LG0808
 LG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0808'STATION IS LOCATED IN NORTHWEST QUARTER SEC. 16, T. 5 N., R. 3 E.,
 LG0808'ABOUT 5 MILES EAST OF WESTERN, 1-1/4 MILES WEST AND 1-1/2 MILES
 LG0808'NORTH OF SWANTON, ON A LOW RIDGE BETWEEN TWO CREEKS.  IT IS
 LG0808'1-1/2 MILES WEST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0808'
 LG0808'TO REACH FROM WESTERN POST OFFICE, GO EAST FOR 5 MILES TO
 LG0808'CROSSROADS, TURN LEFT (NORTH) AND GO 0.6 MILE TO TOP OF RIDGE.
 LG0808'MARK IS SET IN NORTH-SOUTH FENCE LINE, 24 FEET WEST OF CENTERLINE
 LG0808'OF NORTH-SOUTH ROAD.
 LG0808'
 LG0808'REFERENCE MARK NO. 1 IS 80.90 FEET (24.658 METERS) NORTHEAST
 LG0808'OF STATION IN FENCE LINE, AND 24 FEET EAST OF CENTERLINE OF
 LG0808'NORTH-SOUTH ROAD.
 LG0808'
 LG0808'REFERENCE MARK NO. 2 IS 100.72 FEET (30.698 METERS) SOUTH OF
 LG0808'STATION IN FENCE LINE, AND 24 FEET WEST OF CENTERLINE OF
 LG0808'NORTH-SOUTH ROAD.
 LG0808'
 LG0808'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHWEST OF STATION.
 LG0808'TO REACH, GO NORTH 0.5 MILE TO CROSS ROAD, TURN LEFT (WEST) AND
 LG0808'GO 0.5 MILE.  MARK IS SET IN EAST-WEST FENCE, AND 25 FEET NORTH
 LG0808'OF CENTERLINE OF EAST-WEST ROAD.
 LG0808'
 LG0808'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LG0808
 LG0808                          STATION RECOVERY (1947)
 LG0808
 LG0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0808'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 LG0808'GOOD CONDITION.  A DIRECTION TO THE AZIMUTH MARK WAS NOT TAKEN
 LG0808'AT THIS TIME DUE TO THE FIELD OF TALL CORN BETWEEN THE TWO
 LG0808'POINTS.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LG0808'
 LG0808'THE STATION IS LOCATED ABOUT 5 MILES EAST OF WESTERN AND 2 MILES
 LG0808'NORTHWEST OF STANTON, ON A LOW RIDGE AT THE EAST EDGE OF A
 LG0808'CULTIVATED FIELD.  IT IS IN A NORTH-SOUTH FENCE LINE, 27 FEET
 LG0808'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 1 FOOT
 LG0808'NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG0808'2.5 FEET.  IT IS STAMPED PLACEK 1935 AND
 LG0808'PROJECTS 6 INCHES.
 LG0808'
 LG0808'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 28.5
 LG0808'FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1 FOOT WEST
 LG0808'OF A NORTH-SOUTH FENCE LINE AND 10 FEET NORTH OF A TELEPHONE
 LG0808'POLE.  IT IS STAMPED PLACEK NO 1 1935 AND PROJECTS 1 FOOT.
 LG0808'
 LG0808'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED
 LG0808'FIELD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 12.5 FEET
 LG0808'SOUTH-SOUTHEAST OF A POWER LINE POLE AND 27.5 FEET WEST OF
 LG0808'THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED PLACEK
 LG0808'NO 2 1935 AND PROJECTS 10 INCHES.
 LG0808'
 LG0808'THE AZIMUTH IS ON THE RIGHT-OF-WAY AND 25 FEET NORTH OF THE
 LG0808'CENTER OF AN EAST-WEST DIRT ROAD, 2 FEET SOUTH OF AN EAST-WEST
 LG0808'FENCE LINE AND 2.5 FEET SOUTHEAST OF A T FENCE CORNER.  IT IS
 LG0808'STAMPED PLACEK 1935 AND PROJECTS 10 INCHES.
 LG0808'
 LG0808'TO REACH THE STATION FROM THE POST OFFICE IN WESTERN, GO EAST FOR
 LG0808'5 MILES TO A CROSSROAD, TURN LEFT, NORTH, AND GO 0.6 MILE TO THE
 LG0808'MARK ON THE LEFT AS DESCRIBED.
 LG0808'
 LG0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.5
 LG0808'MILE TO A CROSSROAD, TURN LEFT, WEST, AND GO 0.5 MILE TO THE
 LG0808'MARK ON THE RIGHT AS DESCRIBED.
 LG0808'
 LG0808'AN 87 FOOT SIGNAL AT ZALESKY 1935 IS V.G.
 LG0808'
 LG0808'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 20 FEET.
 LG0808'
 LG0808'A 74 FOOT SIGNAL AT PLYMOUTH IS V.G.
 LG0808'
 LG0808'A 74 FOOT SIGNAL AT GIBSON 1935 IS V.G.
 LG0808
 LG0808                          STATION RECOVERY (1961)
 LG0808
 LG0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LG0808'STATION AND R.M. 2 DESTROYED DUE TO ROAD CONSTRUCTION.
 LG0808
 LG0808                          STATION RECOVERY (2015)
 LG0808
 LG0808'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (LB)
 LG0808'STATION FOUND 0.7 FEET BELOW SURFACE, REF NUMBER 1 LEANING AND LOOSE
 LG0808'PROJECTING 1.3 FEET, 23 FEET WEST OF CENTER LINE OF COUNTY ROAD 1500
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0618 ***********************************************************************
 MN0618  DESIGNATION -  PLAIN
 MN0618  PID         -  MN0618
 MN0618  STATE/COUNTY-  NE/KIMBALL
 MN0618  COUNTRY     -  US
 MN0618  USGS QUAD   -  BUSHNELL SW (2017)
 MN0618
 MN0618                         *CURRENT SURVEY CONTROL
 MN0618  ______________________________________________________________________
 MN0618* NAD 83(1995) POSITION- 41 02 50.40332(N) 103 54 16.29679(W)   ADJUSTED
 MN0618* NAVD 88 ORTHO HEIGHT -  1601.    (meters)     5253.    (feet) SCALED
 MN0618  ______________________________________________________________________
 MN0618  GEOID HEIGHT    -        -18.546 (meters)                     GEOID18
 MN0618  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 MN0618  HORZ ORDER      -  SECOND
 MN0618
 MN0618.The horizontal coordinates were established by classical geodetic methods
 MN0618.and adjusted by the National Geodetic Survey in August 1997.
 MN0618
 MN0618.The orthometric height was scaled from a topographic map.
 MN0618
 MN0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0618.GEOID18 height accuracy estimate available here.
 MN0618
 MN0618.Click photographs - Photos may exist for this station.
 MN0618
 MN0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0618
 MN0618. The following values were computed from the NAD 83(1995) position.
 MN0618
 MN0618;                    North         East     Units Scale Factor Converg.
 MN0618;SPC NE       -   142,194.947   171,940.204   MT  0.99969041   -2 35 15.1
 MN0618;SPC NE       -   466,517.92    564,107.15   sFT  0.99969041   -2 35 15.1
 MN0618;SPC WY E     -    61,544.955   306,108.925   MT  1.00007603   +0 49 44.0
 MN0618;SPC WY E     -   201,918.74  1,004,292.36   sFT  1.00007603   +0 49 44.0
 MN0618;UTM  13      - 4,544,589.639   592,065.807   MT  0.99970432   +0 43 09.9
 MN0618
 MN0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0618!SPC NE       -   0.99975187  x   0.99969041  =   0.99944236
 MN0618!SPC WY E     -   0.99975187  x   1.00007603  =   0.99982788
 MN0618!UTM  13      -   0.99975187  x   0.99970432  =   0.99945627
 MN0618
 MN0618:                Primary Azimuth Mark                     Grid Az
 MN0618:SPC NE       -  PLAIN AZ MK                              092 28 06.4
 MN0618:SPC WY E     -  PLAIN AZ MK                              089 03 07.3
 MN0618:UTM  13      -  PLAIN AZ MK                              089 09 41.4
 MN0618
 MN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9206544589(NAD 83)
 MN0618
 MN0618|---------------------------------------------------------------------|
 MN0618| PID    Reference Object                     Distance      Geod. Az  |
 MN0618|                                                           dddmmss.s |
 MN0618| CP7951 PLAIN AZ MK                                        0895251.3 |
 MN0618| CP7952 PLAIN RM 1                           23.995 METERS 09033     |
 MN0618| CP7953 PLAIN RM 2                           17.139 METERS 26941     |
 MN0618|---------------------------------------------------------------------|
 MN0618
 MN0618                          SUPERSEDED SURVEY CONTROL
 MN0618
 MN0618  NAD 83(1993)-  41 02 50.40310(N)    103 54 16.29674(W) AD(       ) 2
 MN0618  NAD 83(1992)-  41 02 50.39900(N)    103 54 16.29493(W) AD(       ) 2
 MN0618  NAD 83(1986)-  41 02 50.39815(N)    103 54 16.29489(W) AD(       ) 2
 MN0618  NAD 27      -  41 02 50.45730(N)    103 54 14.48840(W) AD(       ) 2
 MN0618
 MN0618.Superseded values are not recommended for survey control.
 MN0618
 MN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0618.See file dsdata.pdf to determine how the superseded data were derived.
 MN0618
 MN0618_MARKER: DS = TRIANGULATION STATION DISK
 MN0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0618_STAMPING: PLAIN 1960
 MN0618_MARK LOGO: CGS
 MN0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0618+STABILITY: SURFACE MOTION
 MN0618
 MN0618  HISTORY     - Date     Condition        Report By
 MN0618  HISTORY     - 1960     MONUMENTED       CGS
 MN0618  HISTORY     - 1963     GOOD             CGS
 MN0618
 MN0618                          STATION DESCRIPTION
 MN0618
 MN0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0618'THE STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES SOUTH AND
 MN0618'3/4 MILE WEST OF BUSHNELL, ON THE RIGHT-OF-WAY OF AN EAST-WEST
 MN0618'SECTION LINE ROAD.  IT IS IN THE SW 1/4 OF SEC. 31, T. 13 N.,
 MN0618'R. 57 W.
 MN0618'
 MN0618'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL,
 MN0618'GO WEST ON U.S. HIGHWAY 30 FOR 0.1 MILE.  TURN LEFT OFF THE
 MN0618'HIGHWAY AT THE CROSS-ROAD AND GO SOUTH ON THE GRADED ROAD FOR
 MN0618'12.5 MILES.  TURN RIGHT AT THE T-ROAD AND GO WEST FOR 0.65 MILE
 MN0618'TO THE STATION ON THE RIGHT, NORTH SIDE.
 MN0618'
 MN0618'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4 MILE
 MN0618'TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE.
 MN0618'
 MN0618'THE STATION IS A STANDARD DISK STAMPED PLAIN 1960 SET IN TOP
 MN0618'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 MN0618'INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER
 MN0618'OF A ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0618'
 MN0618'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PLAIN NO
 MN0618'1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0618'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MN0618'ELEVATION AS THE STATION.  IT IS 27 FEET NORTH OF THE CENTER
 MN0618'OF A ROAD AND 15 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 MN0618'
 MN0618'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PLAIN NO
 MN0618'2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0618'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MN0618'ELEVATION AS THE STATION.  IT IS 27 FEET NORTH OF THE CENTER
 MN0618'OF A ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0618'
 MN0618'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PLAIN 1960 SET
 MN0618'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MN0618'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 87 FEET NORTHEAST OF
 MN0618'THE CENTER OF A T-ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 MN0618'LINE.
 MN0618'
 MN0618'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 MN0618
 MN0618                          STATION RECOVERY (1963)
 MN0618
 MN0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0618'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 MN0618'DESCRIPTION FOLLOWS--
 MN0618'
 MN0618'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF BUSHNELL,
 MN0618'IN THE SW 1/4 OF SEC. 31 T13N R57W, AND ON ROAD RIGHT-OF-WAY
 MN0618'PROPERTY.
 MN0618'
 MN0618'TO REACH THE STATION FROM THE POST OFFICE IN BUSHNELL, GO
 MN0618'WEST ONE BLOCK, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO U.S.
 MN0618'HIGHWAY 30.  CONTINUE AHEAD, SOUTH, ON THE GRAVELED ROAD FOR
 MN0618'12.3 MILES TO A POINT WHERE THE ROAD TURNS WEST.  TURN RIGHT
 MN0618'AND GO WEST FOR 0.2 MILE TO A T-ROAD TO THE LEFT AND THE AZIMUTH
 MN0618'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE AHEAD,
 MN0618'WEST, FOR 0.4 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE OF
 MN0618'THE ROAD.
 MN0618'
 MN0618'THE STATION MARK, STAMPED PLAIN 1960, IS A STANDARD DISK SET
 MN0618'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 MN0618'2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE ROAD, 5.8
 MN0618'FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 MN0618'
 MN0618'REFERENCE MARK NO. 1, STAMPED PLAIN NO 1 1960, IS A STANDARD
 MN0618'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0618'PROJECTS 2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE
 MN0618'ROAD, 73.1 FEET EAST OF THE WITNESS POST, AND 1 FOOT SOUTH
 MN0618'OF A FENCE.
 MN0618'
 MN0618'REFERENCE MARK NO. 2, STAMPED PLAIN NO 2 1960, IS A STANDARD
 MN0618'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0618'PROJECTS 3 INCHES.  IT IS 61.9 FEET WEST OF THE WITNESS POST,
 MN0618'34 FEET NORTH OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH OF
 MN0618'A FENCE.
 MN0618'
 MN0618'THE AZIMUTH MARK, STAMPED PLAIN 1960, IS A STANDARD DISK SET
 MN0618'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 4
 MN0618'INCHES.  IT IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 2.1
 MN0618'FEET EAST-NORTHEAST OF A WITNESS POST, AND 1 FOOT NORTH OF A
 MN0618'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0409 ***********************************************************************
 MM0409  DESIGNATION -  PLATTE
 MM0409  PID         -  MM0409
 MM0409  STATE/COUNTY-  NE/LINCOLN
 MM0409  COUNTRY     -  US
 MM0409  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0409
 MM0409                         *CURRENT SURVEY CONTROL
 MM0409  ______________________________________________________________________
 MM0409* NAD 83(1995) POSITION- 41 12 16.86354(N) 100 39 42.48781(W)   ADJUSTED
 MM0409* NAVD 88 ORTHO HEIGHT -   952.2   (meters)     3124.    (feet) VERTCON
 MM0409  ______________________________________________________________________
 MM0409  GEOID HEIGHT    -        -22.137 (meters)                     GEOID18
 MM0409  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 MM0409  HORZ ORDER      -  FIRST
 MM0409
 MM0409.The horizontal coordinates were established by classical geodetic methods
 MM0409.and adjusted by the National Geodetic Survey in August 1997.
 MM0409
 MM0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0409
 MM0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0409.GEOID18 height accuracy estimate available here.
 MM0409
 MM0409.Click photographs - Photos may exist for this station.
 MM0409
 MM0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0409
 MM0409. The following values were computed from the NAD 83(1995) position.
 MM0409
 MM0409;                    North         East     Units Scale Factor Converg.
 MM0409;SPC NE       -   152,467.501   444,510.492   MT  0.99967233   -0 26 18.9
 MM0409;SPC NE       -   500,220.46  1,458,364.84   sFT  0.99967233   -0 26 18.9
 MM0409;UTM  14      - 4,562,810.607   360,670.527   MT  0.99983892   -1 05 41.6
 MM0409
 MM0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0409!SPC NE       -   0.99985413  x   0.99967233  =   0.99952651
 MM0409!UTM  14      -   0.99985413  x   0.99983892  =   0.99969307
 MM0409
 MM0409:                Primary Azimuth Mark                     Grid Az
 MM0409:SPC NE       -  PLATTE RM 3 AZIMUTH                      083 24 34.3
 MM0409:UTM  14      -  PLATTE RM 3 AZIMUTH                      084 03 57.0
 MM0409
 MM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6067062810(NAD 83)
 MM0409
 MM0409|---------------------------------------------------------------------|
 MM0409| PID    Reference Object                     Distance      Geod. Az  |
 MM0409|                                                           dddmmss.s |
 MM0409| CN9466 PLATTE RM 1                         134.760 METERS 00816     |
 MM0409| CN9468 PLATTE RM 3 AZIMUTH                                0825815.4 |
 MM0409| CN9467 PLATTE RM 2                          15.865 METERS 11635     |
 MM0409| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 9.3 KM 2242201.6 |
 MM0409| MM0406 TANK NEAR CHIM E OF N PLATTE        APPROX. 9.3 KM 2242757.1 |
 MM0409| MM0416 NORTH PLATTE PUB SERV CO CHIM       APPROX.10.7 KM 2263450.2 |
 MM0409| MM0414 N PLATTE PAWNEE HOTEL PENTHSE       APPROX.11.2 KM 2280425.2 |
 MM0409| MM0413 NORTH PLATTE POST OFFICE CHIM       APPROX.11.4 KM 2284331.7 |
 MM0409| MM0419 NORTH PLATTE HIGH SCHOOL CHIM       APPROX.12.3 KM 2311449.0 |
 MM0409| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX. 7.5 KM 2574258.2 |
 MM0409| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.29.2 KM 2600355.8 |
 MM0409|---------------------------------------------------------------------|
 MM0409
 MM0409                          SUPERSEDED SURVEY CONTROL
 MM0409
 MM0409  NAD 83(1986)-  41 12 16.86884(N)    100 39 42.49532(W) AD(       ) 1
 MM0409  NAD 27      -  41 12 16.87313(N)    100 39 40.98605(W) AD(       ) 1
 MM0409  NGVD 29 (07/19/86)  951.9    (m)         3123.     (f) VERT ANG       
 MM0409
 MM0409.Superseded values are not recommended for survey control.
 MM0409
 MM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0409.See file dsdata.pdf to determine how the superseded data were derived.
 MM0409
 MM0409_MARKER: DS = TRIANGULATION STATION DISK
 MM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0409_STAMPING: PLATTE 1933
 MM0409_MARK LOGO: CGS
 MM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0409+STABILITY: SURFACE MOTION
 MM0409
 MM0409  HISTORY     - Date     Condition        Report By
 MM0409  HISTORY     - 1933     MONUMENTED       CGS
 MM0409  HISTORY     - 1951     GOOD             CGS
 MM0409  HISTORY     - 1967     GOOD             NEDR
 MM0409  HISTORY     - 1977     GOOD             LOCENG
 MM0409
 MM0409                          STATION DESCRIPTION
 MM0409
 MM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0409'ABOUT 7 MILES NORTHEAST OF NORTH PLATTE IN NORTHEAST QUARTER SEC. 8,
 MM0409'T. 14 N., R. 29 W., ON SUMMIT OF SAND HILL IN PASTURE.
 MM0409'
 MM0409'REACHED FROM NORTH PLATTE VIA STATE HIGHWAY 16, NORTH AND
 MM0409'EAST, 3.7 MILES, THENCE KEEP STRAIGHT EAST 1.2 MILES, THENCE
 MM0409'NORTHEAST ON MAIN TRAIL 4.0 MILES TO WHERE ROAD TURNS EAST ON
 MM0409'SECTION LINE AT FENCE CORNER.  AZIMUTH MARK IS AT THIS CORNER.
 MM0409'TURN WEST ALONG SOUTH SIDE OF FENCE 0.4 MILE TO GATE, THENCE
 MM0409'SOUTHWEST ACROSS PASTURE 0.3 MILE TO STATION.  TRUCK TO STATION.
 MM0409'STATION IS ON HIGHEST POINT OF PROMINENT SAND HILL.
 MM0409'
 MM0409'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SUMMIT
 MM0409'OF A SAND KNOLL.
 MM0409'
 MM0409'REFERENCE MARK NO. 2, (AZIMUTH MARK) IS NORTH OF
 MM0409'EAST, A FEW FEET WEST OF FENCE CORNER NEAR ROAD AS NOTED ABOVE.
 MM0409'
 MM0409'REFERENCE MARK NO. 3 IS EAST OF STATION ON SAME
 MM0409'HILL.
 MM0409'
 MM0409'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0409
 MM0409                          STATION RECOVERY (1951)
 MM0409
 MM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0409'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 MM0409'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 MM0409'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 MM0409'MARK NO. 1 AND THE DIRECTION TO REFERENCE MARK NO. 2.
 MM0409'
 MM0409'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MM0409'
 MM0409'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF NORTH PLATTE
 MM0409'ON THE HIGHEST POINT OF A PROMINENT SAND HILL, 4 FEET SOUTHEAST
 MM0409'OF A WITNESS POST.  IT IS STAMPED PLATTE 1933 AND PROJECTS 5 INCHES.
 MM0409'
 MM0409'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF A SMALL SAND
 MM0409'KNOLL AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.
 MM0409'IT IS STAMPED PLATTE NO 1 1933 AND PROJECTS 3 INCHES.
 MM0409'
 MM0409'REFERENCE MARK NO. 2 IS ON THE SAME HILL AS THE STATION.  IT
 MM0409'IS STAMPED PLATTE NO 2 1933 AND PROJECTS 3 INCHES.
 MM0409'
 MM0409'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS IN THE NORTHEAST CORNER
 MM0409'OF A PASTURE, 30 FEET WEST OF A FENCE CORNER, 10 FEET EAST
 MM0409'OF THE EAST END OF A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST
 MM0409'FENCE LINE.  IT IS STAMPED PLATTE NO 3 1933 AND PROJECTS 2 INCHES.
 MM0409'
 MM0409'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE, GO
 MM0409'NORTH FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAYS 83 AND
 MM0409'30, CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 1.1 MILES TO A
 MM0409'CROSSROAD, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 3.1
 MM0409'MILES TO A T ROAD RIGHT, CONTINUE EAST AND NORTHEAST ON SAND
 MM0409'ROAD FOR 4.1 MILES TO A FENCE CORNER ON LEFT AND R.M. NO. 3
 MM0409'(AZIMUTH MARK) AS DESCRIBED.  TURN LEFT AND GO WEST ALONG
 MM0409'SOUTH SIDE OF FENCE FOR 0.35 MILE TO A GATE IN NORTH-SOUTH
 MM0409'FENCE LINE, PASS THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE
 MM0409'FOR 0.35 MILE TO HIGHEST POINT OF HILL AND STATION AS
 MM0409'DESCRIBED.
 MM0409
 MM0409                          STATION RECOVERY (1967)
 MM0409
 MM0409'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0409'STATION, AZIMUTH MARK, REFERENCE NO. 1 AND REFERENCE NO. 2
 MM0409'WERE FOUND AND TO BE AS DESCRIBED IN 1951 RECOVERY DESCRIPTION.
 MM0409'ALL POINTS WERE IN GOOD CONDITION.
 MM0409'
 MM0409'TO REACH OF RECOVERY NOTE 1951 IS ADEQUATE.
 MM0409
 MM0409                          STATION RECOVERY (1977)
 MM0409
 MM0409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 MM0409'ALL MARKS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 MM0409'
 MM0409'POST OFFICE IN N. PLATTE HAS BEEN MOVED.  OLD POST OFFICE IS NOW N.
 MM0409'PLATTE COMMUNITY COLLEGE (TEMPORARILY VACANT) AT THE CORNER OF 5TH
 MM0409'AND JEFFERS.
 MM0409'
 MM0409'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MI. NE OF NORTH
 MM0409'PLATTE, NEBRASKA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1219 ***********************************************************************
 MJ1219  DESIGNATION -  PLATTE
 MJ1219  PID         -  MJ1219
 MJ1219  STATE/COUNTY-  NE/CASS
 MJ1219  COUNTRY     -  US
 MJ1219  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1219
 MJ1219                         *CURRENT SURVEY CONTROL
 MJ1219  ______________________________________________________________________
 MJ1219* NAD 83(1995) POSITION- 41 02 10.88139(N) 095 53 54.48928(W)   ADJUSTED
 MJ1219* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 MJ1219  ______________________________________________________________________
 MJ1219  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 MJ1219  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC18
 MJ1219  HORZ ORDER      -  SECOND
 MJ1219
 MJ1219.The horizontal coordinates were established by classical geodetic methods
 MJ1219.and adjusted by the National Geodetic Survey in August 1997.
 MJ1219
 MJ1219.The orthometric height was scaled from a topographic map.
 MJ1219
 MJ1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1219.GEOID18 height accuracy estimate available here.
 MJ1219
 MJ1219.Click photographs - Photos may exist for this station.
 MJ1219
 MJ1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1219
 MJ1219. The following values were computed from the NAD 83(1995) position.
 MJ1219
 MJ1219;                    North         East     Units Scale Factor Converg.
 MJ1219;SPC NE       -   141,743.861   844,657.812   MT  0.99969195   +2 43 05.1
 MJ1219;SPC NE       -   465,037.98  2,771,181.50   sFT  0.99969195   +2 43 05.1
 MJ1219;UTM  15      - 4,546,840.877   256,353.770   MT  1.00033069   -1 54 14.0
 MJ1219
 MJ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1219!SPC NE       -   0.99995046  x   0.99969195  =   0.99964243
 MJ1219!UTM  15      -   0.99995046  x   1.00033069  =   1.00028114
 MJ1219
 MJ1219:                Primary Azimuth Mark                     Grid Az
 MJ1219:SPC NE       -  PLATTE AZ MK                             284 45 05.5
 MJ1219:UTM  15      -  PLATTE AZ MK                             289 22 24.6
 MJ1219
 MJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5635346840(NAD 83)
 MJ1219
 MJ1219|---------------------------------------------------------------------|
 MJ1219| PID    Reference Object                     Distance      Geod. Az  |
 MJ1219|                                                           dddmmss.s |
 MJ1219| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 2.1 KM 1532629.2 |
 MJ1219| CL8154 PLATTE RM 1                          20.830 METERS 17653     |
 MJ1219| CL8153 PLATTE AZ MK                                       2872810.6 |
 MJ1219| CL8155 PLATTE RM 2                          18.903 METERS 30125     |
 MJ1219| MJ1227 OFFUTT FIELD AIRWAY BCN 332         APPROX.10.8 KM 3522322.0 |
 MJ1219|---------------------------------------------------------------------|
 MJ1219
 MJ1219                          SUPERSEDED SURVEY CONTROL
 MJ1219
 MJ1219  NAD 83(1986)-  41 02 10.88977(N)    095 53 54.48688(W) AD(       ) 2
 MJ1219  NAD 27      -  41 02 10.89400(N)    095 53 53.44500(W) AD(       ) 2
 MJ1219  MORC        -  41 02 08.56000(N)    095 53 55.42000(W) AD(       ) 3
 MJ1219
 MJ1219.Superseded values are not recommended for survey control.
 MJ1219
 MJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1219.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1219
 MJ1219_MARKER: DD = SURVEY DISK
 MJ1219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ1219_STAMPING: PLATTE MORC 1947
 MJ1219_MARK LOGO: USACE
 MJ1219_MAGNETIC: P = MARKER IS A STEEL PIPE
 MJ1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1219
 MJ1219  HISTORY     - Date     Condition        Report By
 MJ1219  HISTORY     - 1947     MONUMENTED       MORC
 MJ1219
 MJ1219                          STATION DESCRIPTION
 MJ1219
 MJ1219'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLC)
 MJ1219'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF PLATTSMOUTH, ON
 MJ1219'A HIGH HILL OVERLOOKING THE MISSOURI RIVER VALLEY, ABOUT 0.3 MILE
 MJ1219'EAST OF U.S. HIGHWAYS 73 AND 75.  IT IS 34 FEET EAST-NORTHEAST
 MJ1219'OF A FENCE CORNER AND GATE POST, AND 4 FEET WEST OF A WITNESS
 MJ1219'POST.  THE DISK IS SET IN CONCRETE IN THE TOP OF A 5 INCH IRON
 MJ1219'PIPE WHICH IS AN OLD USED TRIANGULATION STATION.  IT IS STAMPED
 MJ1219'PLATTE MORC 1947 AND PROJECTS 8 INCHES.
 MJ1219'
 MJ1219'REFERENCE MARK NO. 1 IS 68.34 FEET SOUTHWEST OF THE STATION,
 MJ1219'ON THE SOUTHWEST SLOPE OF THE HILL, AND IS SET IN A NORTH-SOUTH
 MJ1219'FENCE LINE.  THE DISK IS STAMPED PLATTE NO 1 MORC 1947 AND PROJECTS
 MJ1219'6 INCHES.
 MJ1219'
 MJ1219'REFERENCE MARK NO. 2 IS 62.02 FEET NORTHWEST OF THE STATION ON
 MJ1219'THE NORTHWEST SLOPE OF THE HILL.  THE DISK IS STAMPED PLATTE NO
 MJ1219'2 MORC 1947 AND PROJECTS 6 INCHES.
 MJ1219'
 MJ1219'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHWEST OF THE
 MJ1219'STATION, 33 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS 73 AND 75,
 MJ1219'17 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 1.9 FEET WEST
 MJ1219'OF A WITNESS POST.  THE DISK IS STAMPED PLATTE MORC 1947 AND
 MJ1219'PROJECTS 6 INCHES.
 MJ1219'
 MJ1219'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 34, 73,
 MJ1219'AND 75 IN PLATTSMOUTH, GO NORTH ON HIGHWAYS 73 AND 75 FOR 2.0
 MJ1219'MILES TO A BOARD GATE ON THE RIGHT*.  TURN RIGHT, PASS THROUGH
 MJ1219'THE GATE, AND FOLLOW A TRACK ROAD EAST, UP A DRAW, FOR 0.15 MILE,
 MJ1219'TAKE THE RIGHT FORK, STRAIGHT AHEAD, 0.1 MILE TO A T ROAD.  TURN
 MJ1219'RIGHT FOR 0.05 MILE TO THE TOP OF A SMALL SADDLE.  HERE TURN
 MJ1219'SHARP LEFT AND FOLLOW THE RIDGE TO THE TOP OF THE HILL AND THE
 MJ1219'STATION AS DESCRIBED.
 MJ1219'
 MJ1219'*TO REACH THE AZIMUTH MARK FROM THIS GATE, CONTINUE NORTH ON THE
 MJ1219'HIGHWAY FOR 0.8 MILE TO A DIRT ROAD LEADING NORTHWEST AND THE
 MJ1219'MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1848 ***********************************************************************
 MK1848  DESIGNATION -  PLATTE CENTER TANK
 MK1848  PID         -  MK1848
 MK1848  STATE/COUNTY-  NE/PLATTE
 MK1848  COUNTRY     -  US
 MK1848  USGS QUAD   -  PLATTE CENTER (2017)
 MK1848
 MK1848                         *CURRENT SURVEY CONTROL
 MK1848  ______________________________________________________________________
 MK1848* NAD 83(1995) POSITION- 41 32 26.52134(N) 097 28 58.54062(W)   ADJUSTED
 MK1848  ______________________________________________________________________
 MK1848  GEOID HEIGHT    -        -25.092 (meters)                     GEOID18
 MK1848  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 MK1848  HORZ ORDER      -  THIRD
 MK1848
 MK1848.The horizontal coordinates were established by classical geodetic methods
 MK1848.and adjusted by the National Geodetic Survey in August 1997.
 MK1848
 MK1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1848.GEOID18 height accuracy estimate available here.
 MK1848
 MK1848.Click photographs - Photos may exist for this station.
 MK1848
 MK1848.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1848
 MK1848. The following values were computed from the NAD 83(1995) position.
 MK1848
 MK1848;                    North         East     Units Scale Factor Converg.
 MK1848;SPC NE       -   192,616.969   709,932.907   MT  0.99965878   +1 40 05.0
 MK1848;SPC NE       -   631,944.17  2,329,171.55   sFT  0.99965878   +1 40 05.0
 MK1848;UTM  14      - 4,599,893.861   626,541.538   MT  0.99979706   +1 00 22.3
 MK1848
 MK1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2654199893(NAD 83)
 MK1848
 MK1848                          SUPERSEDED SURVEY CONTROL
 MK1848
 MK1848  NAD 83(1986)-  41 32 26.52986(N)    097 28 58.54488(W) AD(       ) 3
 MK1848  NAD 27      -  41 32 26.49000(N)    097 28 57.38200(W) AD(       ) 3
 MK1848
 MK1848.Superseded values are not recommended for survey control.
 MK1848
 MK1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1848.See file dsdata.pdf to determine how the superseded data were derived.
 MK1848
 MK1848_MARKER: 53 = ELEVATED TANK
 MK1848
 MK1848  HISTORY     - Date     Condition        Report By
 MK1848  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1848
 MK1848                          STATION DESCRIPTION
 MK1848
 MK1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1848'OBSERVED FINIAL OF STEEL MUNICIPAL WATER TANK ABOUT 100 FEET HIGH,
 MK1848'LOCATED ON EAST SIDE OF TOWN OF PLATTE CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0451 ***********************************************************************
 MN0451  DESIGNATION -  PLATTE PLINE CO SHORTWAVE MAST
 MN0451  PID         -  MN0451
 MN0451  STATE/COUNTY-  NE/GARDEN
 MN0451  COUNTRY     -  US
 MN0451  USGS QUAD   -  LISCO SE (2017)
 MN0451
 MN0451                         *CURRENT SURVEY CONTROL
 MN0451  ______________________________________________________________________
 MN0451* NAD 83(1995) POSITION- 41 15 02.81970(N) 102 31 50.74296(W)   ADJUSTED
 MN0451  ______________________________________________________________________
 MN0451  GEOID HEIGHT    -        -20.065 (meters)                     GEOID18
 MN0451  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 MN0451  HORZ ORDER      -  THIRD
 MN0451
 MN0451.The horizontal coordinates were established by classical geodetic methods
 MN0451.and adjusted by the National Geodetic Survey in August 1997.
 MN0451
 MN0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0451.GEOID18 height accuracy estimate available here.
 MN0451
 MN0451.Click photographs - Photos may exist for this station.
 MN0451
 MN0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0451
 MN0451. The following values were computed from the NAD 83(1995) position.
 MN0451
 MN0451;                    North         East     Units Scale Factor Converg.
 MN0451;SPC NE       -   160,476.339   287,983.586   MT  0.99966845   -1 40 37.7
 MN0451;SPC NE       -   526,496.12    944,826.15   sFT  0.99966845   -1 40 37.7
 MN0451;UTM  13      - 4,569,537.386   706,886.063   MT  1.00012679   +1 37 43.3
 MN0451
 MN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0688669537(NAD 83)
 MN0451
 MN0451                          SUPERSEDED SURVEY CONTROL
 MN0451
 MN0451  NAD 83(1993)-  41 15 02.81961(N)    102 31 50.74351(W) AD(       ) 3
 MN0451  NAD 83(1986)-  41 15 02.81659(N)    102 31 50.74454(W) AD(       ) 3
 MN0451  NAD 27      -  41 15 02.87200(N)    102 31 49.05300(W) AD(       ) 3
 MN0451
 MN0451.Superseded values are not recommended for survey control.
 MN0451
 MN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0451.See file dsdata.pdf to determine how the superseded data were derived.
 MN0451
 MN0451_MARKER: 42 = RADIO/TV MAST
 MN0451
 MN0451  HISTORY     - Date     Condition        Report By
 MN0451  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0451
 MN0451                          STATION DESCRIPTION
 MN0451
 MN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0451'THE STATION IS THE CENTER OF THE LODGEPOLE, PLATTE PIPE LINE
 MN0451'CO. SHORTWAVE MAST.  THE MAST IS A 1 COLUMN, 12-INCH SQUARE
 MN0451'MAST AND IS 125 FEET IN HEIGHT.  THE MAST IS UNLIGHTED AND
 MN0451'IS PAINTED SILVER.  THE MAST IS LOCATED 11 MILES NORTH AND 3
 MN0451'MILES WEST OF CHAPPELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0540 ***********************************************************************
 MN0540  DESIGNATION -  PLATTE PLINE MAST WNW DALTON
 MN0540  PID         -  MN0540
 MN0540  STATE/COUNTY-  NE/CHEYENNE
 MN0540  COUNTRY     -  US
 MN0540  USGS QUAD   -  HORSEHEAD RANCH (2017)
 MN0540
 MN0540                         *CURRENT SURVEY CONTROL
 MN0540  ______________________________________________________________________
 MN0540* NAD 83(1995) POSITION- 41 26 20.09275(N) 103 11 45.15439(W)   ADJUSTED
 MN0540  ______________________________________________________________________
 MN0540  GEOID HEIGHT    -        -19.522 (meters)                     GEOID18
 MN0540  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 MN0540  HORZ ORDER      -  THIRD
 MN0540
 MN0540.The horizontal coordinates were established by classical geodetic methods
 MN0540.and adjusted by the National Geodetic Survey in August 1997.
 MN0540
 MN0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0540.GEOID18 height accuracy estimate available here.
 MN0540
 MN0540.Click photographs - Photos may exist for this station.
 MN0540
 MN0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0540
 MN0540. The following values were computed from the NAD 83(1995) position.
 MN0540
 MN0540;                    North         East     Units Scale Factor Converg.
 MN0540;SPC NE       -   183,194.274   233,057.788   MT  0.99965928   -2 07 04.4
 MN0540;SPC NE       -   601,029.88    764,623.76   sFT  0.99965928   -2 07 04.4
 MN0540;UTM  13      - 4,589,053.364   650,721.716   MT  0.99987957   +1 11 39.2
 MN0540
 MN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5072189053(NAD 83)
 MN0540
 MN0540                          SUPERSEDED SURVEY CONTROL
 MN0540
 MN0540  NAD 83(1993)-  41 26 20.09228(N)    103 11 45.15446(W) AD(       ) 3
 MN0540  NAD 83(1986)-  41 26 20.08522(N)    103 11 45.15527(W) AD(       ) 3
 MN0540  NAD 27      -  41 26 20.16500(N)    103 11 43.40300(W) AD(       ) 3
 MN0540
 MN0540.Superseded values are not recommended for survey control.
 MN0540
 MN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0540.See file dsdata.pdf to determine how the superseded data were derived.
 MN0540
 MN0540_MARKER: 42 = RADIO/TV MAST
 MN0540
 MN0540  HISTORY     - Date     Condition        Report By
 MN0540  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0540
 MN0540                          STATION DESCRIPTION
 MN0540
 MN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0540'THE STATION IS 12 MILES WEST-NORTHWEST OF DALTON AND 17 MILES
 MN0540'SOUTH-SOUTHWEST OF BRIDGEPORT.
 MN0540'
 MN0540'THE STATION IS THE RED LIGHT AT THE NORTH SIDE OF THE TOP
 MN0540'OF A RADIO MAST WHICH IS CONSTRUCTED OF TUBULAR STEEL,
 MN0540'TRIANGULAR IN SHAPE AND PAINTED RED AND WHITE.  THE MAST IS
 MN0540'180 FEET IN HEIGHT AND SUPPORTS TWO RELAY DISHES AT ITS TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1213 ***********************************************************************
 MJ1213  DESIGNATION -  PLATTSMOUTH CASS CO CTHSE CUP
 MJ1213  PID         -  MJ1213
 MJ1213  STATE/COUNTY-  NE/CASS
 MJ1213  COUNTRY     -  US
 MJ1213  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1213
 MJ1213                         *CURRENT SURVEY CONTROL
 MJ1213  ______________________________________________________________________
 MJ1213* NAD 83(1995) POSITION- 41 00 42.08614(N) 095 53 00.61373(W)   ADJUSTED
 MJ1213  ______________________________________________________________________
 MJ1213  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 MJ1213  LAPLACE CORR    -         -8.03  (seconds)                    DEFLEC18
 MJ1213  HORZ ORDER      -  THIRD
 MJ1213
 MJ1213.The horizontal coordinates were established by classical geodetic methods
 MJ1213.and adjusted by the National Geodetic Survey in August 1997.
 MJ1213
 MJ1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1213.GEOID18 height accuracy estimate available here.
 MJ1213
 MJ1213.Click photographs - Photos may exist for this station.
 MJ1213
 MJ1213.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1213
 MJ1213. The following values were computed from the NAD 83(1995) position.
 MJ1213
 MJ1213;                    North         East     Units Scale Factor Converg.
 MJ1213;SPC NE       -   139,068.376   846,044.761   MT  0.99969555   +2 43 40.8
 MJ1213;SPC NE       -   456,260.16  2,775,731.85   sFT  0.99969555   +2 43 40.8
 MJ1213;UTM  15      - 4,544,060.579   257,521.376   MT  1.00032371   -1 53 35.2
 MJ1213
 MJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5752144060(NAD 83)
 MJ1213
 MJ1213                          SUPERSEDED SURVEY CONTROL
 MJ1213
 MJ1213  NAD 83(1986)-  41 00 42.09454(N)    095 53 00.61049(W) AD(       ) 3
 MJ1213  NAD 27      -  41 00 42.09075(N)    095 52 59.57567(W) AD(       ) 3
 MJ1213
 MJ1213.Superseded values are not recommended for survey control.
 MJ1213
 MJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1213.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1213
 MJ1213_MARKER: 86 = CUPOLA
 MJ1213
 MJ1213  HISTORY     - Date     Condition        Report By
 MJ1213  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1213  HISTORY     - 1959     GOOD             CGS
 MJ1213
 MJ1213                          STATION DESCRIPTION
 MJ1213
 MJ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1213'RECOVERED.  TITLE OF STATION IS ADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1217 ***********************************************************************
 MJ1217  DESIGNATION -  PLATTSMOUTH CENTER HS CUPOLA
 MJ1217  PID         -  MJ1217
 MJ1217  STATE/COUNTY-  NE/CASS
 MJ1217  COUNTRY     -  US
 MJ1217  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1217
 MJ1217                         *CURRENT SURVEY CONTROL
 MJ1217  ______________________________________________________________________
 MJ1217* NAD 83(1995) POSITION- 41 00 42.17926(N) 095 53 25.16124(W)   ADJUSTED
 MJ1217  ______________________________________________________________________
 MJ1217  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 MJ1217  LAPLACE CORR    -         -8.06  (seconds)                    DEFLEC18
 MJ1217  HORZ ORDER      -  THIRD
 MJ1217
 MJ1217.The horizontal coordinates were established by classical geodetic methods
 MJ1217.and adjusted by the National Geodetic Survey in August 1997.
 MJ1217
 MJ1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1217.GEOID18 height accuracy estimate available here.
 MJ1217
 MJ1217.Click photographs - Photos may exist for this station.
 MJ1217
 MJ1217.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1217
 MJ1217. The following values were computed from the NAD 83(1995) position.
 MJ1217
 MJ1217;                    North         East     Units Scale Factor Converg.
 MJ1217;SPC NE       -   139,043.975   845,471.852   MT  0.99969554   +2 43 24.5
 MJ1217;SPC NE       -   456,180.11  2,773,852.23   sFT  0.99969554   +2 43 24.5
 MJ1217;UTM  15      - 4,544,082.428   256,948.003   MT  1.00032713   -1 53 51.3
 MJ1217
 MJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5694844082(NAD 83)
 MJ1217
 MJ1217                          SUPERSEDED SURVEY CONTROL
 MJ1217
 MJ1217  NAD 83(1986)-  41 00 42.18781(N)    095 53 25.15820(W) AD(       ) 3
 MJ1217  NAD 27      -  41 00 42.19075(N)    095 53 24.12301(W) AD(       ) 3
 MJ1217
 MJ1217.Superseded values are not recommended for survey control.
 MJ1217
 MJ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1217.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1217
 MJ1217_MARKER: 86 = CUPOLA
 MJ1217
 MJ1217  HISTORY     - Date     Condition        Report By
 MJ1217  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1217
 MJ1217                          STATION DESCRIPTION
 MJ1217
 MJ1217'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1214 ***********************************************************************
 MJ1214  DESIGNATION -  PLATTSMOUTH MUN STANDPIPE
 MJ1214  PID         -  MJ1214
 MJ1214  STATE/COUNTY-  NE/CASS
 MJ1214  COUNTRY     -  US
 MJ1214  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1214
 MJ1214                         *CURRENT SURVEY CONTROL
 MJ1214  ______________________________________________________________________
 MJ1214* NAD 83(1995) POSITION- 41 01 08.80442(N) 095 53 13.52106(W)   ADJUSTED
 MJ1214  ______________________________________________________________________
 MJ1214  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 MJ1214  LAPLACE CORR    -         -7.89  (seconds)                    DEFLEC18
 MJ1214  HORZ ORDER      -  THIRD
 MJ1214
 MJ1214.The horizontal coordinates were established by classical geodetic methods
 MJ1214.and adjusted by the National Geodetic Survey in August 1997.
 MJ1214
 MJ1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1214.GEOID18 height accuracy estimate available here.
 MJ1214
 MJ1214.Click photographs - Photos may exist for this station.
 MJ1214
 MJ1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1214
 MJ1214. The following values were computed from the NAD 83(1995) position.
 MJ1214
 MJ1214;                    North         East     Units Scale Factor Converg.
 MJ1214;SPC NE       -   139,877.064   845,704.410   MT  0.99969445   +2 43 32.2
 MJ1214;SPC NE       -   458,913.33  2,774,615.22   sFT  0.99969445   +2 43 32.2
 MJ1214;UTM  15      - 4,544,894.585   257,247.113   MT  1.00032534   -1 53 44.7
 MJ1214
 MJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5724744894(NAD 83)
 MJ1214
 MJ1214                          SUPERSEDED SURVEY CONTROL
 MJ1214
 MJ1214  NAD 83(1986)-  41 01 08.81271(N)    095 53 13.51781(W) AD(       ) 3
 MJ1214  NAD 27      -  41 01 08.81830(N)    095 53 12.47984(W) AD(       ) 3
 MJ1214
 MJ1214.Superseded values are not recommended for survey control.
 MJ1214
 MJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1214.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1214
 MJ1214_MARKER: 52 = STANDPIPE TANK
 MJ1214
 MJ1214  HISTORY     - Date     Condition        Report By
 MJ1214  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1214  HISTORY     - 1947     GOOD             CGS
 MJ1214  HISTORY     - 1959     GOOD             CGS
 MJ1214
 MJ1214                          STATION DESCRIPTION
 MJ1214
 MJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1214'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF PLATTSMOUTH.
 MJ1214'IT IS ABOUT 80 FEET HIGH AND IS PAINTED BLACK.
 MJ1214'
 MJ1214'TO REACH FROM THE POST OFFICE IN PLATTSMOUTH GO WEST FOR 0.1
 MJ1214'MILE TO HIGHWAY 75 AND 73 FOLLOW HIGHWAY NORTHWEST FOR 0.1
 MJ1214'MILE TO T ROAD, TURN RIGHT AND GO NORTH FOR 0.44 MILE TO TOP
 MJ1214'OF HILL AND WHITE HOUSE ON RIGHT, TURN RIGHT AND GO THROUGH
 MJ1214'YARD, CONTINUE EAST BETWEEN TWO GARAGES AND FOLLOW TRACK
 MJ1214'ROAD 0.08 MILE TO TANK ON LEFT.
 MJ1214'
 MJ1214'THE POINT INTERSECTED WAS THE CENTER OF TANK.
 MJ1214'
 MJ1214'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1214
 MJ1214                          STATION RECOVERY (1959)
 MJ1214
 MJ1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1214'RECOVERED AS DECRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0706 ***********************************************************************
 NN0706  DESIGNATION -  PLEASANT
 NN0706  PID         -  NN0706
 NN0706  STATE/COUNTY-  NE/HOLT
 NN0706  COUNTRY     -  US
 NN0706  USGS QUAD   -  ATKINSON SE (2017)
 NN0706
 NN0706                         *CURRENT SURVEY CONTROL
 NN0706  ______________________________________________________________________
 NN0706* NAD 83(1995) POSITION- 42 36 02.23401(N) 098 46 42.31510(W)   ADJUSTED
 NN0706* NAVD 88 ORTHO HEIGHT -   615.56  (+/-2cm)     2019.5   (feet) VERTCON
 NN0706  ______________________________________________________________________
 NN0706  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 NN0706  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 NN0706  HORZ ORDER      -  SECOND
 NN0706  VERT ORDER      -  THIRD ? (See Below)
 NN0706
 NN0706.The horizontal coordinates were established by classical geodetic methods
 NN0706.and adjusted by the National Geodetic Survey in August 1997.
 NN0706
 NN0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0706
 NN0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0706.GEOID18 height accuracy estimate available here.
 NN0706
 NN0706.The vertical order pertains to the NGVD 29 superseded value.
 NN0706
 NN0706.Click photographs - Photos may exist for this station.
 NN0706
 NN0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0706
 NN0706. The following values were computed from the NAD 83(1995) position.
 NN0706
 NN0706;                    North         East     Units Scale Factor Converg.
 NN0706;SPC NE       -   307,966.445   600,232.217   MT  0.99984146   +0 48 34.3
 NN0706;SPC NE       - 1,010,386.58  1,969,261.87   sFT  0.99984146   +0 48 34.3
 NN0706;UTM  14      - 4,716,489.732   518,177.085   MT  0.99960406   +0 08 59.9
 NN0706
 NN0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0706!SPC NE       -   0.99990734  x   0.99984146  =   0.99974881
 NN0706!UTM  14      -   0.99990734  x   0.99960406  =   0.99951144
 NN0706
 NN0706:                Primary Azimuth Mark                     Grid Az
 NN0706:SPC NE       -  PLEASANT AZ MK                           184 03 08.3
 NN0706:UTM  14      -  PLEASANT AZ MK                           184 42 42.7
 NN0706
 NN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1817716489(NAD 83)
 NN0706
 NN0706|---------------------------------------------------------------------|
 NN0706| PID    Reference Object                     Distance      Geod. Az  |
 NN0706|                                                           dddmmss.s |
 NN0706| CO3496 PLEASANT RM 1                        32.394 METERS 02202     |
 NN0706| CO3495 PLEASANT AZ MK                                     1845142.6 |
 NN0706| CO3497 PLEASANT RM 2                        28.523 METERS 29212     |
 NN0706|---------------------------------------------------------------------|
 NN0706
 NN0706                          SUPERSEDED SURVEY CONTROL
 NN0706
 NN0706  NAD 83(1986)-  42 36 02.24074(N)    098 46 42.32198(W) AD(       ) 2
 NN0706  NAD 27      -  42 36 02.23300(N)    098 46 40.99600(W) AD(       ) 2
 NN0706  NGVD 29             615.33   (m)         2018.8    (f) LEVELING    3  
 NN0706
 NN0706.Superseded values are not recommended for survey control.
 NN0706
 NN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0706.See file dsdata.pdf to determine how the superseded data were derived.
 NN0706
 NN0706_MARKER: DS = TRIANGULATION STATION DISK
 NN0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0706
 NN0706  HISTORY     - Date     Condition        Report By
 NN0706  HISTORY     - 1949     MONUMENTED       CGS
 NN0706
 NN0706                          STATION DESCRIPTION
 NN0706
 NN0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0706'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH AND 1.5 MILES
 NN0706'EAST OF EMMET AND ABOUT 10.0 MILES NORTH AND 6.75 MILES WEST
 NN0706'OF O NEILL.  IT IS 53.0 FEET EAST OF THE CENTER OF A TRACK
 NN0706'ROAD AND 7.3 FEET WEST OF A WITNESS POST.  IT PROJECTS 2 INCHES
 NN0706'AND IS STAMPED PLEASANT 1949.
 NN0706'
 NN0706'REFERENCE MARK NO. 1 IS 76.4 FEET EAST OF THE CENTER OF A TRACK
 NN0706'ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED PLEASANT NO 1 1949.
 NN0706'
 NN0706'REFERENCE MARK NO. 2 IS 40.5 FEET WEST OF THE CENTER OF A TRACK
 NN0706'ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED PLEASANT NO 2 1949.
 NN0706'
 NN0706'THE AZIMUTH MARK IS 15.5 FEET EAST OF THE CENTER OF A TRACK
 NN0706'ROAD AND 1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 NN0706'AND IS STAMPED PLEASANT 1949.
 NN0706'
 NN0706'TO REACH THE STATION FROM THE T INTERSECTION JUST EAST OF A
 NN0706'SERVICE STATION AND CAFE AT THE NORTHEAST EDGE OF EMMET, GO
 NN0706'EAST ON U.S. HIGHWAY NO. 20 FOR 0.65 OF A MILE TO A CROSSROAD,
 NN0706'HERE TURN LEFT AND GO NORTH FOR 7.2 MILES TO A CROSSROAD,
 NN0706'TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.95 OF A MILE TO A
 NN0706'TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW TRACK ROAD NORTH
 NN0706'AND EAST FOR 0.35 OF A MILE TO THE INTERSECTION WITH A
 NN0706'NORTH-SOUTH SECTION-LINE ROAD, TURN LEFT AND GO NORTH FOR 0.2 OF
 NN0706'A MILE TO A WIRE GATE ON THE LEFT AND A WIRE GATE STRAIGHT
 NN0706'AHEAD, TURN LEFT THROUGH WIRE GATE ON THE LEFT AND BEAR
 NN0706'RIGHT AND GO NORTHWEST AND NORTH ON A TRACK ROAD FOR
 NN0706'0.5 OF A MILE AND THE AZIMUTH MARK ON THE RIGHT AS
 NN0706'DESCRIBED, CONTINUE NORTH ON TRACK ROAD FOR 0.05 OF A
 NN0706'MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE
 NN0706'NORTHERLY ON TRACK ROAD FOR 0.4 OF A MILE TO THE TOP OF A
 NN0706'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 NN0706'
 NN0706'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'A 4 FOOT SIGNAL AT STATION BLACK IS VISIBLE AT 50 FEET.
 NN0706'
 NN0706'AN 87 FOOT SIGNAL AT STATION O NEILL IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0988 ***********************************************************************
 LG0988  DESIGNATION -  PLEASANT
 LG0988  PID         -  LG0988
 LG0988  STATE/COUNTY-  NE/OTOE
 LG0988  COUNTRY     -  US
 LG0988  USGS QUAD   -  ELMWOOD (2017)
 LG0988
 LG0988                         *CURRENT SURVEY CONTROL
 LG0988  ______________________________________________________________________
 LG0988* NAD 83(1995) POSITION- 40 46 25.78303(N) 096 15 19.54975(W)   ADJUSTED
 LG0988* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 LG0988  ______________________________________________________________________
 LG0988  GEOID HEIGHT    -        -26.603 (meters)                     GEOID18
 LG0988  LAPLACE CORR    -         -8.77  (seconds)                    DEFLEC18
 LG0988  HORZ ORDER      -  SECOND
 LG0988
 LG0988.The horizontal coordinates were established by classical geodetic methods
 LG0988.and adjusted by the National Geodetic Survey in August 1997.
 LG0988
 LG0988.The orthometric height was scaled from a topographic map.
 LG0988
 LG0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0988.GEOID18 height accuracy estimate available here.
 LG0988
 LG0988.Click photographs - Photos may exist for this station.
 LG0988
 LG0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0988
 LG0988. The following values were computed from the NAD 83(1995) position.
 LG0988
 LG0988;                    North         East     Units Scale Factor Converg.
 LG0988;SPC NE       -   111,264.217   815,943.404   MT  0.99973958   +2 28 53.5
 LG0988;SPC NE       -   365,039.35  2,676,974.32   sFT  0.99973958   +2 28 53.5
 LG0988;UTM  14      - 4,517,274.866   731,622.906   MT  1.00026039   +1 47 35.5
 LG0988
 LG0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0988!SPC NE       -   0.99994032  x   0.99973958  =   0.99967991
 LG0988!UTM  14      -   0.99994032  x   1.00026039  =   1.00020069
 LG0988
 LG0988:                Primary Azimuth Mark                     Grid Az
 LG0988:SPC NE       -  HOOP                                     272 00 08.1
 LG0988:UTM  14      -  HOOP                                     272 41 26.1
 LG0988
 LG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3162217274(NAD 83)
 LG0988
 LG0988|---------------------------------------------------------------------|
 LG0988| PID    Reference Object                     Distance      Geod. Az  |
 LG0988|                                                           dddmmss.s |
 LG0988| DQ7093 PLEASANT RM 1                        20.251 METERS 05310     |
 LG0988| DQ7095 PLEASANT RM 3                        22.444 METERS 05648     |
 LG0988| CL8163 PLEASANT RM 4                        28.112 METERS 13742     |
 LG0988| DQ7094 PLEASANT RM 2                        27.539 METERS 14306     |
 LG0988| DQ7096 PLEASANT AZ MK                                     1783152.3 |
 LG0988| LG0986 HOOP                                APPROX. 8.0 KM 2742901.6 |
 LG0988| LG0991 EAGLE MUNICIPAL TANK                APPROX.15.6 KM 2875924.8 |
 LG0988|---------------------------------------------------------------------|
 LG0988
 LG0988                          SUPERSEDED SURVEY CONTROL
 LG0988
 LG0988  NAD 83(1986)-  40 46 25.79374(N)    096 15 19.54862(W) AD(       ) 2
 LG0988  NAD 27      -  40 46 25.78559(N)    096 15 18.51612(W) AD(       ) 2
 LG0988
 LG0988.Superseded values are not recommended for survey control.
 LG0988
 LG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0988.See file dsdata.pdf to determine how the superseded data were derived.
 LG0988
 LG0988_MARKER: DS = TRIANGULATION STATION DISK
 LG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0988_STAMPING: PLEASANT 1961
 LG0988_MARK LOGO: CGS
 LG0988_PROJECTION: RECESSED 41 CENTIMETERS
 LG0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0988+STABILITY: SURFACE MOTION
 LG0988
 LG0988  HISTORY     - Date     Condition        Report By
 LG0988  HISTORY     - 1961     MONUMENTED       CGS
 LG0988  HISTORY     - 1972     GOOD             NGS
 LG0988
 LG0988                          STATION DESCRIPTION
 LG0988
 LG0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0988'THE STATION IS 5 MILES SOUTH-SOUTHEAST OF ELMWOOD, 1/2 MILE
 LG0988'NORTHEAST OF THE PLEASANT HILL SCHOOL AND UPON THE WEST
 LG0988'RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 LG0988'
 LG0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LG0988'STATE HIGHWAY 1, 2.0 MILES SOUTH OF ELMWOOD, DRIVE EAST ON U.S.
 LG0988'HIGHWAY 34 FOR 2.0 MILES TO A CROSS ROAD.  TURN RIGHT AND CONTINUE
 LG0988'SOUTH FOR 2.7 MILES TO THE TOP OF A SMALL RISE AND THE STATION ON
 LG0988'THE RIGHT.
 LG0988'
 LG0988'SURFACE, AND UNDERGROUND-STATION MARKS ARE STANDARD DISK, STAMPED
 LG0988'PLEASANT 1961.  THE UNDERGROUND DISK IS SET IN THE TOP OF A MASS
 LG0988'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 LG0988'SURFACE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 LG0988'SQUARE AT THE TOP, THAT IS 16 INCHES BELOW THE SURFACE OF THE
 LG0988'GROUND.  IT IS 66.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 LG0988'SIGN, 55.0 FEET WEST OF A NORTH-SOUTH FENCE, 31.0 FEET WEST OF
 LG0988'THE CENTER OF THE ROAD AND AT THE EAST EDGE OF A CULTIVATED
 LG0988'FIELD.
 LG0988'
 LG0988'REFERENCE MARK 1, A STANDARD DISK STAMPED PLEASANT NO 1 1961, IS SET
 LG0988'IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0988'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26.0
 LG0988'FEET EAST OF THE CENTER OF THE ROAD, 1.5 FEET SOUTHEAST OF A
 LG0988'METAL WITNESS POST WITH SIGN AND 1.0 FOOT WEST OF THE EAST
 LG0988'RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'REFERENCE MARK 2, A STANDARD DISK STAMPED PLEASANT NO 2 1961, IS
 LG0988'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG0988'TOP, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 24.0 FEET
 LG0988'EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF THE EAST
 LG0988'RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'THE PICTURE POINT IS THE T-INTERSECTION OF AN EAST-WEST FENCE
 LG0988'WITH THE NORTH-SOUTH ROAD RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'THE AZIMUTH MARK, A STANDARD DISK STAMPED PLEASANT 1961, IS SET IN
 LG0988'THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0988'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31.0 FEET EAST
 LG0988'OF THE CENTER OF A NORTH-SOUTH ROAD, 9.0 FEET NORTH OF THE CENTER
 LG0988'OF AN ENTRANCE INTO A CULTIVATED FIELD, 1.5 FEET EAST OF A METAL
 LG0988'WITNESS POST WITH SIGN AND 1.0 FEET WEST OF THE EAST
 LG0988'RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'TO REACH THE AZIMUTH FROM THE STATION, DRIVE SOUTH ON A DIRT
 LG0988'ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT.
 LG0988'
 LG0988'*DISTANCE COVERTED TO METERS.
 LG0988'
 LG0988'HORIZONTAL DISTANCE, R.M. 1 TO R.M. 2, 111.99 FEET *(34.134) METERS.
 LG0988
 LG0988                          STATION RECOVERY (1972)
 LG0988
 LG0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LG0988'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG0988'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 HAD BEEN HIT BY A ROAD
 LG0988'GRADER WHEN THE COUNTY ROAD WAS REBUILT AND GRAVELED AND WERE
 LG0988'TILTED AND PARTIALLY EXPOSED.  BOTH MARKS WERE PULLED OUT AND
 LG0988'RESET AND NUMBERED PARTIALLY EXPOSED.  BOTH MARKS WERE PULLED OUT
 LG0988'AND RESET AND NUMBERED 3 AND 4.  THE DESCRIPTION OF THE AZIMUTH
 LG0988'MARK AND THE ROUTE TO REACH THE STATION ARE ADEQUATE.
 LG0988'FOLLOWING ARE ADDITIONAL MEASUREMENTS FOR THE STATION MARK AND
 LG0988'DESCRIPTIONS FOR REFERENCE MARK 3 AND 4.
 LG0988'
 LG0988'THE STATION MARK IS 94 FEET NORTHWEST OF THE METAL WITNESS POST SET
 LG0988'BY REFERENCE MARK 4, 74.5 FEET SOUTHWEST OF THE METAL WITNESS POST
 LG0988'SET BY REFERENCE MARK 3, 30 FEET WEST OF THE CENTER OF THE COUNTY
 LG0988'ROAD AND AT THE EAST EDGE OF A FIELD UNDER CULTIVATION AT THE
 LG0988'CENTER OF A FIELD APPROACH.
 LG0988'
 LG0988'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PLEASANT NO 3 1961 1972,
 LG0988'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0988'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 LG0988'CENTER OF THE COUNTY ROAD, 1.5 FEET SOUTH OF THE METAL WITNESS POST
 LG0988'AND WILL BE IN A FENCE LINE, AS THE FARMER WILL ERECT A FENCE
 LG0988'IN THIS AREA THIS SUMMER.
 LG0988'
 LG0988'REFERENCE MARK 4 IS A STANDARD DISK STAMPED PLEASANT NO 4 1961 1972
 LG0988'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0988'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 LG0988'CENTER OF THE COUNTY ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST
 LG0988'AND WILL BE IN A FENCE LINE.
 LG0988'
 LG0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 LG0988'S-SE OF ELMWOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0977 ***********************************************************************
 LG0977  DESIGNATION -  PLEASANT HILL
 LG0977  PID         -  LG0977
 LG0977  STATE/COUNTY-  NE/OTOE
 LG0977  COUNTRY     -  US
 LG0977  USGS QUAD   -  BURR (2017)
 LG0977
 LG0977                         *CURRENT SURVEY CONTROL
 LG0977  ______________________________________________________________________
 LG0977* NAD 83(1995) POSITION- 40 33 58.93479(N) 096 17 39.91272(W)   ADJUSTED
 LG0977* NAVD 88 ORTHO HEIGHT -   392.    (meters)     1286.    (feet) SCALED
 LG0977  ______________________________________________________________________
 LG0977  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 LG0977  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 LG0977  HORZ ORDER      -  SECOND
 LG0977
 LG0977.The horizontal coordinates were established by classical geodetic methods
 LG0977.and adjusted by the National Geodetic Survey in August 1997.
 LG0977
 LG0977.The orthometric height was scaled from a topographic map.
 LG0977
 LG0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0977.GEOID18 height accuracy estimate available here.
 LG0977
 LG0977.Click photographs - Photos may exist for this station.
 LG0977
 LG0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0977
 LG0977. The following values were computed from the NAD 83(1995) position.
 LG0977
 LG0977;                    North         East     Units Scale Factor Converg.
 LG0977;SPC NE       -    88,111.370   813,642.572   MT  0.99979185   +2 27 20.4
 LG0977;SPC NE       -   289,078.72  2,669,425.67   sFT  0.99979185   +2 27 20.4
 LG0977;UTM  14      - 4,494,140.193   729,041.409   MT  1.00024578   +1 45 37.0
 LG0977
 LG0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0977!SPC NE       -   0.99994283  x   0.99979185  =   0.99973470
 LG0977!UTM  14      -   0.99994283  x   1.00024578  =   1.00018860
 LG0977
 LG0977:                Primary Azimuth Mark                     Grid Az
 LG0977:SPC NE       -  PLEASANT HILL AZ MK                      269 38 10.7
 LG0977:UTM  14      -  PLEASANT HILL AZ MK                      270 19 54.1
 LG0977
 LG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2904194140(NAD 83)
 LG0977
 LG0977|---------------------------------------------------------------------|
 LG0977| PID    Reference Object                     Distance      Geod. Az  |
 LG0977|                                                           dddmmss.s |
 LG0977| CL8168 PLEASANT HILL RM 1                   17.160 METERS 04536     |
 LG0977| LG0975 1289 FEET OMAHA                      57.938 METERS 07014     |
 LG0977| LG0971 ST PAUL EVANGELICAL LUTH CH         APPROX. 7.6 KM 1475621.3 |
 LG0977| LG0976 PLEASANT HILL 2                       1.965 METERS 18206     |
 LG0977| LG0974 BURR HOPE LUTHERAN CH SPIRE         APPROX. 3.3 KM 1862934.3 |
 LG0977| CL8167 PLEASANT HILL AZ MK                                2720531.1 |
 LG0977| LG0979 DOUGLAS MUNICIPAL TANK              APPROX. 8.4 KM 2923243.2 |
 LG0977| CL8169 PLEASANT HILL RM 2                   19.352 METERS 30811     |
 LG0977|---------------------------------------------------------------------|
 LG0977
 LG0977                          SUPERSEDED SURVEY CONTROL
 LG0977
 LG0977  NAD 83(1986)-  40 33 58.94298(N)    096 17 39.90884(W) AD(       ) 2
 LG0977  NAD 27      -  40 33 58.95300(N)    096 17 38.87500(W) AD(       ) 2
 LG0977
 LG0977.Superseded values are not recommended for survey control.
 LG0977
 LG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0977.See file dsdata.pdf to determine how the superseded data were derived.
 LG0977
 LG0977_MARKER: DS = TRIANGULATION STATION DISK
 LG0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0977_STAMPING: PLEASANT HILL 1947
 LG0977_MARK LOGO: CGS
 LG0977_PROJECTION: FLUSH
 LG0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0977+STABILITY: SURFACE MOTION
 LG0977
 LG0977  HISTORY     - Date     Condition        Report By
 LG0977  HISTORY     - 1947     MONUMENTED       CGS
 LG0977  HISTORY     - 1957     GOOD             CGS
 LG0977
 LG0977                          STATION DESCRIPTION
 LG0977
 LG0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0977'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOUGLAS, 3
 LG0977'MILES NORTH OF THE OTOE-JOHNSON COUNTY LINE, 2 MILES NORTH OF
 LG0977'THE VILLAGE OF BURR, 218 FEET WEST OF THE CENTER OF INTERSECTION
 LG0977'OF A CROSSROAD, 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LG0977'SCHOOL BUILDING, 23.6 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 LG0977'8.6 FEET NORTHEAST OF A WITNESS POST, AND 7.5 FEET NORTH OF AN
 LG0977'EAST-WEST FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG0977'STAMPED PLEASANT HILL 1947.
 LG0977'
 LG0977'REFERENCE MARK NO. 1 IS 53 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 LG0977'CORNER OF A SCHOOL BUILDING AND 16 FEET NORTH OF THE CENTER OF
 LG0977'A DIRT ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG0977'PLEASANT HILL NO 1 1947.
 LG0977'
 LG0977'REFERENCE MARK NO. 2 IS 61 FEET WEST-SOUTHWEST OF THE SOUTH END
 LG0977'OF A ROW OF ELM TREES AND 15 FEET NORTH OF THE CENTER OF A DIRT
 LG0977'ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED PLEASANT
 LG0977'HILL NO 2 1947.
 LG0977'
 LG0977'AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD AND ON
 LG0977'THE SUMMIT OF A SMALL HILL.  IT IS 0.2 MILE WEST OF THE STATION,
 LG0977'15 FEET NORTH OF THE CENTER OF A DIRT ROAD, AND 2 FEET EAST OF
 LG0977'A WITNESS POST.  IT PROJECTS 8 INCHES AND IS STAMPED PLEASANT
 LG0977'HILL 1947.
 LG0977'
 LG0977'U.S.G.S. BM IS 69 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 LG0977'OF A SCHOOL BUILDING, 58 FEET NORTH-NORTHWEST OF THE CENTER OF
 LG0977'A CROSSROAD, AND 11 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 LG0977'IT IS A U.S.G.S. BM BRONZE CAP RIVETED TO THE TOP OF AN IRON PIPE
 LG0977'THAT PROJECTS 15 INCHES.  IT IS STAMPED 1289 FEET OMAHA.
 LG0977'
 LG0977'TO REACH THE STATION FROM THE WATER TANK IN DOUGLAS, GO EAST
 LG0977'FOR 4.3 MILES TO A CROSSROAD AT A SCHOOL HOUSE, TURN RIGHT, SOUTH,
 LG0977'AND GO 2 MILES TO A CROSSROAD AND THE STATION ON THE RIGHT AS
 LG0977'DESCRIBED.
 LG0977'
 LG0977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE
 LG0977'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG0977'
 LG0977'A 74 FOOT SIGNAL AT MUDDY IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'A 74 FOOT SIGNAL AT STERLING IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'A 47 FOOT SIGNAL AT DOUGLAS IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LG0977
 LG0977                          STATION RECOVERY (1957)
 LG0977
 LG0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG0977'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0977'GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY ALL THE
 LG0977'MARKS.  THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION OF
 LG0977'PLEASANT HILL 2 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0976 ***********************************************************************
 LG0976  DESIGNATION -  PLEASANT HILL 2
 LG0976  PID         -  LG0976
 LG0976  STATE/COUNTY-  NE/OTOE
 LG0976  COUNTRY     -  US
 LG0976  USGS QUAD   -  BURR (2017)
 LG0976
 LG0976                         *CURRENT SURVEY CONTROL
 LG0976  ______________________________________________________________________
 LG0976* NAD 83(1995) POSITION- 40 33 58.87113(N) 096 17 39.91578(W)   NO CHECK
 LG0976* NAVD 88 ORTHO HEIGHT -   392.    (meters)     1286.    (feet) SCALED
 LG0976  ______________________________________________________________________
 LG0976  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 LG0976  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 LG0976  HORZ ORDER      -  THIRD
 LG0976
 LG0976.The horizontal coordinates were established by classical geodetic methods
 LG0976.and adjusted by the National Geodetic Survey in August 1997.
 LG0976
 LG0976.No horizontal observational check was made to the station.
 LG0976
 LG0976.The orthometric height was scaled from a topographic map.
 LG0976
 LG0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0976.GEOID18 height accuracy estimate available here.
 LG0976
 LG0976.Click photographs - Photos may exist for this station.
 LG0976
 LG0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0976
 LG0976. The following values were computed from the NAD 83(1995) position.
 LG0976
 LG0976;                    North         East     Units Scale Factor Converg.
 LG0976;SPC NE       -    88,109.406   813,642.584   MT  0.99979185   +2 27 20.4
 LG0976;SPC NE       -   289,072.28  2,669,425.71   sFT  0.99979185   +2 27 20.4
 LG0976;UTM  14      - 4,494,138.228   729,041.397   MT  1.00024578   +1 45 37.0
 LG0976
 LG0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0976!SPC NE       -   0.99994283  x   0.99979185  =   0.99973470
 LG0976!UTM  14      -   0.99994283  x   1.00024578  =   1.00018860
 LG0976
 LG0976:                Primary Azimuth Mark                     Grid Az
 LG0976:SPC NE       -  PLEASANT HILL 2 AZ MK                    267 31 19.8
 LG0976:UTM  14      -  PLEASANT HILL 2 AZ MK                    268 13 03.2
 LG0976
 LG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2904194138(NAD 83)
 LG0976
 LG0976|---------------------------------------------------------------------|
 LG0976| PID    Reference Object                     Distance      Geod. Az  |
 LG0976|                                                           dddmmss.s |
 LG0976| LG0977 PLEASANT HILL                         1.965 METERS 00206     |
 LG0976| LG0975 1289 FEET OMAHA                      58.698 METERS 06827     |
 LG0976| CL8171 PLEASANT HILL 2 RM 3                 13.088 METERS 09024     |
 LG0976| CL8172 PLEASANT HILL 2 RM 4                 13.149 METERS 26940     |
 LG0976| CL8170 PLEASANT HILL 2 AZ MK                              2695840.2 |
 LG0976| CL8167 PLEASANT HILL AZ MK                                2722647.7 |
 LG0976|---------------------------------------------------------------------|
 LG0976
 LG0976                          SUPERSEDED SURVEY CONTROL
 LG0976
 LG0976  NAD 83(1986)-  40 33 58.87931(N)    096 17 39.91190(W) AD(       ) 3
 LG0976  NAD 27      -  40 33 58.88900(N)    096 17 38.87800(W) AD(       ) 3
 LG0976
 LG0976.Superseded values are not recommended for survey control.
 LG0976
 LG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0976.See file dsdata.pdf to determine how the superseded data were derived.
 LG0976
 LG0976_MARKER: DS = TRIANGULATION STATION DISK
 LG0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0976_STAMPING: PLEASANT HILL 2 1957
 LG0976_MARK LOGO: CGS
 LG0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0976+STABILITY: SURFACE MOTION
 LG0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0976+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 LG0976
 LG0976  HISTORY     - Date     Condition        Report By
 LG0976  HISTORY     - 1957     MONUMENTED       CGS
 LG0976  HISTORY     - 20081016 GOOD             INDIV
 LG0976
 LG0976                          STATION DESCRIPTION
 LG0976
 LG0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG0976'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOUGLAS, 3 MILES
 LG0976'NORTH OF THE OTOE-JOHNSON COUNTY LINE, 2 MILES NORTH OF THE
 LG0976'VILLAGE OF BURR, 218 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG0976'GRAVEL ROAD, 185 FEET WEST OF A FENCE CORNER, 113 FEET SOUTHWEST
 LG0976'OF THE SOUTHWEST CORNER OF SCHOOL, 33 FEET SOUTH OF THE CENTER OF
 LG0976'A GRADED ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 LG0976'6 INCHES AND THE DISK IS STAMPED PLEASANT HILL 2 1957.
 LG0976'
 LG0976'REFERENCE MARK NO. 3 IS 142 FEET WEST OF A FENCE CORNER, 33 FEET
 LG0976'SOUTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT NORTH OF FENCE.
 LG0976'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PLEASANT
 LG0976'HILL 2 NO 3 1957.
 LG0976'
 LG0976'REFERENCE MARK NO. 4 IS 33 FEET SOUTH OF THE CENTER OF GRADED
 LG0976'ROAD AND 1 FOOT NORTH OF FENCE,.  THE MARK PROJECTS 6 INCHES
 LG0976'AND THE DISK IS STAMPED PLEASANT HILL 2 NO 4 1957.
 LG0976'
 LG0976'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 30 FEET SOUTH OF THE
 LG0976'CENTER OF GRADED ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK
 LG0976'PROJECTS 8 INCHES AND THE DISK IS STAMPED PLEASANT HILL 2 1957.
 LG0976'
 LG0976'U.S.G.S. BM HAS BEEN DAMAGED.  THE PIPE HAS BEEN HIT BY SOME
 LG0976'HEAVY OBJECT, PROBABLY MOBILE, AND BENT.  IT IS 69 FEET
 LG0976'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 58 FEET
 LG0976'NORTH-NORTHWEST OF THE CENTER OF CROSSROAD, AND 11 FEET
 LG0976'NORTH-NORTHWEST OF A TELEPHONE POLE.  IT IS A U.S.G.S. BM BRONZE
 LG0976'CAP RIVETED TO THE TOP OF AN IRON PIPE THAT PROJECTS 15 INCHES.
 LG0976'IT IS STAMPED 1289 FEET OMAHA.
 LG0976'
 LG0976'TO REACH THE STATION FROM THE WATER TANK IN DOUGLAS, GO EAST
 LG0976'FOR 4.3 MILES TO A CROSSROAD AT A SCHOOLHOUSE.  TURN RIGHT AND GO
 LG0976'SOUTH FOR 2.0 MILES TO A CROSSROAD, A SCHOOL ON THE RIGHT, AND
 LG0976'THE STATION AS DESCRIBED.
 LG0976'
 LG0976'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE
 LG0976'TO THE AZIMUTH MARK ON THE LEFT.
 LG0976'
 LG0976'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0976
 LG0976                          STATION RECOVERY (2008)
 LG0976
 LG0976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ4407 ***********************************************************************
 AJ4407  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4407  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4407  DESIGNATION -  PLEASANT HILL 2 RESET
 AJ4407  PID         -  AJ4407
 AJ4407  STATE/COUNTY-  NE/OTOE
 AJ4407  COUNTRY     -  US
 AJ4407  USGS QUAD   -  BURR (2017)
 AJ4407
 AJ4407                         *CURRENT SURVEY CONTROL
 AJ4407  ______________________________________________________________________
 AJ4407* NAD 83(2011) POSITION- 40 33 58.87155(N) 096 17 39.91501(W)   ADJUSTED
 AJ4407* NAD 83(2011) ELLIP HT-   364.553 (meters)        (06/27/12)   ADJUSTED
 AJ4407* NAD 83(2011) EPOCH   -  2010.00
 AJ4407* NAVD 88 ORTHO HEIGHT -   392.20  (meters)     1286.7   (feet) GPS OBS
 AJ4407  ______________________________________________________________________
 AJ4407  NAVD 88 orthometric height was determined with an earlier geoid model
 AJ4407  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 AJ4407  NAD 83(2011) X  -   -531,996.736 (meters)                     COMP
 AJ4407  NAD 83(2011) Y  - -4,823,071.953 (meters)                     COMP
 AJ4407  NAD 83(2011) Z  -  4,126,197.008 (meters)                     COMP
 AJ4407  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 AJ4407
 AJ4407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4407  Standards:
 AJ4407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4407  -------------------------------------------------------------------
 AJ4407  NETWORK    0.32   0.55           0.14   0.12   0.28     -0.00000168
 AJ4407  -------------------------------------------------------------------
 AJ4407  Click here for local accuracies and other accuracy information.
 AJ4407
 AJ4407.The horizontal coordinates were established by GPS observations
 AJ4407.and adjusted by the National Geodetic Survey in June 2012.
 AJ4407
 AJ4407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4407.been affixed to the stable North American tectonic plate. See 
 AJ4407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4407
 AJ4407.The horizontal coordinates are valid at the epoch date displayed above
 AJ4407.which is a decimal equivalence of Year/Month/Day.
 AJ4407
 AJ4407.The orthometric height was determined by GPS observations and a
 AJ4407.high-resolution geoid model using precise GPS observation and
 AJ4407.processing techniques.
 AJ4407
 AJ4407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4407.GEOID18 height accuracy estimate available here.
 AJ4407
 AJ4407.Click photographs - Photos may exist for this station.
 AJ4407
 AJ4407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4407
 AJ4407.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4407
 AJ4407.The ellipsoidal height was determined by GPS observations
 AJ4407.and is referenced to NAD 83.
 AJ4407
 AJ4407. The following values were computed from the NAD 83(2011) position.
 AJ4407
 AJ4407;                    North         East     Units Scale Factor Converg.
 AJ4407;SPC NE       -    88,109.419   813,642.602   MT  0.99979185   +2 27 20.4
 AJ4407;SPC NE       -   289,072.32  2,669,425.77   sFT  0.99979185   +2 27 20.4
 AJ4407;UTM  14      - 4,494,138.241   729,041.415   MT  1.00024578   +1 45 37.0
 AJ4407
 AJ4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4407!SPC NE       -   0.99994282  x   0.99979185  =   0.99973468
 AJ4407!UTM  14      -   0.99994282  x   1.00024578  =   1.00018858
 AJ4407
 AJ4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2904194138(NAD 83)
 AJ4407
 AJ4407                          SUPERSEDED SURVEY CONTROL
 AJ4407
 AJ4407  NAD 83(2007)-  40 33 58.87157(N)    096 17 39.91545(W) AD(2002.00) 0
 AJ4407  ELLIP H (02/10/07)  364.572  (m)                       GP(2002.00)    
 AJ4407  NAD 83(1995)-  40 33 58.87143(N)    096 17 39.91483(W) AD(       ) B
 AJ4407  NAD 83(1995)-  40 33 58.87161(N)    096 17 39.91605(W) AD(       ) A
 AJ4407  ELLIP H (07/10/01)  364.531  (m)                       GP(       ) 4 1
 AJ4407  NAVD 88 (07/10/01)  392.2    (m)  GEOID99  model used  GPS OBS        
 AJ4407
 AJ4407.Superseded values are not recommended for survey control.
 AJ4407
 AJ4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4407.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4407
 AJ4407_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4407_STAMPING: PLEASANT HILL 2 1957 1989
 AJ4407_MARK LOGO: NGS
 AJ4407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4407+STABILITY: SURFACE MOTION
 AJ4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4407+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2010
 AJ4407
 AJ4407  HISTORY     - Date     Condition        Report By
 AJ4407  HISTORY     - 1989     MONUMENTED       NGS
 AJ4407  HISTORY     - 2002     GOOD             NEDR
 AJ4407  HISTORY     - 20081023 GOOD             INDIV
 AJ4407  HISTORY     - 20100105 GOOD             INDIV
 AJ4407
 AJ4407                          STATION DESCRIPTION
 AJ4407
 AJ4407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 AJ4407'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF DOUGLAS ON THE
 AJ4407'RIGHT OF WAY OF COUNTY ROAD.  OWNERSHIP IS OTOE COUNTY.  TO REACH THE
 AJ4407'STATION FROM THE WATER TANK IN DOUGLAS, GO EAST FOR 4.3 MI (6.9 KM) TO
 AJ4407'A CROSSROAD AT A SCHOOLHOUSE, TURN RIGHT AND GO SOUTH FOR 2.0 MI (3.2
 AJ4407'KM) TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO
 AJ4407'THE STATION, 218.0 FT (66.4 M) WEST OF THE CENTER OF A NORTH-SOUTH
 AJ4407'GRAVEL ROAD.  33.0 FT (10.1 M) SOUTH OF A GRADED ROAD, 1.0 FT (0.3 M)
 AJ4407'NORTH OF A WITNESS POST.
 AJ4407
 AJ4407                          STATION RECOVERY (2002)
 AJ4407
 AJ4407'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AJ4407'RECOVERED AS DESCRIBED.
 AJ4407
 AJ4407                          STATION RECOVERY (2008)
 AJ4407
 AJ4407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LB)
 AJ4407'FROM THE INTERSECTION OF COUNTY ROAD 18 AND COUNTY ROAD P, GO WEST 218
 AJ4407'FEET AND 33 FEET SOUTH TO MARK. THIS IS A HEIGHT MODIFICATION MARK
 AJ4407'2009.
 AJ4407
 AJ4407                          STATION RECOVERY (2010)
 AJ4407
 AJ4407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 AJ4407'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1145 ***********************************************************************
 ML1145  DESIGNATION -  PLEASANTON
 ML1145  PID         -  ML1145
 ML1145  STATE/COUNTY-  NE/BUFFALO
 ML1145  COUNTRY     -  US
 ML1145  USGS QUAD   -  HAZARD (2017)
 ML1145
 ML1145                         *CURRENT SURVEY CONTROL
 ML1145  ______________________________________________________________________
 ML1145* NAD 83(1995) POSITION- 41 01 05.13053(N) 099 04 26.11870(W)   ADJUSTED
 ML1145* NAVD 88 ORTHO HEIGHT -   681.    (meters)     2234.    (feet) SCALED
 ML1145  ______________________________________________________________________
 ML1145  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 ML1145  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 ML1145  HORZ ORDER      -  THIRD
 ML1145
 ML1145.The horizontal coordinates were established by classical geodetic methods
 ML1145.and adjusted by the National Geodetic Survey in August 1997.
 ML1145
 ML1145.The orthometric height was scaled from a topographic map.
 ML1145
 ML1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1145.GEOID18 height accuracy estimate available here.
 ML1145
 ML1145.Click photographs - Photos may exist for this station.
 ML1145
 ML1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1145
 ML1145. The following values were computed from the NAD 83(1995) position.
 ML1145
 ML1145;                    North         East     Units Scale Factor Converg.
 ML1145;SPC NE       -   131,956.516   577,869.168   MT  0.99969460   +0 36 49.4
 ML1145;SPC NE       -   432,927.34  1,895,892.43   sFT  0.99969460   +0 36 49.4
 ML1145;UTM  14      - 4,540,768.059   493,784.758   MT  0.99960048   -0 02 54.7
 ML1145
 ML1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1145!SPC NE       -   0.99989692  x   0.99969460  =   0.99959155
 ML1145!UTM  14      -   0.99989692  x   0.99960048  =   0.99949744
 ML1145
 ML1145:                Primary Azimuth Mark                     Grid Az
 ML1145:SPC NE       -  PLEASANTON AZ MK                         270 33 48.1
 ML1145:UTM  14      -  PLEASANTON AZ MK                         271 13 32.2
 ML1145
 ML1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9378440768(NAD 83)
 ML1145
 ML1145|---------------------------------------------------------------------|
 ML1145| PID    Reference Object                     Distance      Geod. Az  |
 ML1145|                                                           dddmmss.s |
 ML1145| CN9473 PLEASANTON RM 1                      17.022 METERS 00218     |
 ML1145| CN9474 PLEASANTON RM 2                      15.272 METERS 09204     |
 ML1145| LH1297 PLEASANTON MUNICIPAL STANDPIPE      APPROX. 5.4 KM 1952220.2 |
 ML1145| CN9472 PLEASANTON AZ MK                                   2711037.5 |
 ML1145|---------------------------------------------------------------------|
 ML1145
 ML1145                          SUPERSEDED SURVEY CONTROL
 ML1145
 ML1145  NAD 83(1986)-  41 01 05.13811(N)    099 04 26.12152(W) AD(       ) 3
 ML1145  NAD 27      -  41 01 05.10300(N)    099 04 24.80700(W) AD(       ) 3
 ML1145
 ML1145.Superseded values are not recommended for survey control.
 ML1145
 ML1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1145.See file dsdata.pdf to determine how the superseded data were derived.
 ML1145
 ML1145_MARKER: DS = TRIANGULATION STATION DISK
 ML1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1145_STAMPING: PLEASANTON 1951
 ML1145_MARK LOGO: CGS
 ML1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1145+STABILITY: SURFACE MOTION
 ML1145
 ML1145  HISTORY     - Date     Condition        Report By
 ML1145  HISTORY     - 1951     MONUMENTED       CGS
 ML1145
 ML1145                          STATION DESCRIPTION
 ML1145
 ML1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1145'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF HAZARD AND
 ML1145'ABOUT 3.5 MILES NORTH-NORTHEAST OF PLEASANTON ON THE RIGHT-OF-WAY
 ML1145'OF AN EAST-WEST SECTION LINE ROAD, 26 FEET SOUTH OF THE CENTER
 ML1145'OF A TRACK ROAD AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.
 ML1145'IT IS STAMPED PLEASANTON 1951 AND PROJECTS 3 INCHES.
 ML1145'
 ML1145'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 68 FEET
 ML1145'WEST OF A T FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST
 ML1145'FENCE LINE.  IT IS STAMPED PLEASANTON NO 1 1951 AND PROJECTS
 ML1145'6 INCHES.
 ML1145'
 ML1145'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 1 FOOT NORTH
 ML1145'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PLEASANTON NO 2 1951
 ML1145'AND PROJECTS 6 INCHES.
 ML1145'
 ML1145'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 120 FEET EAST
 ML1145'OF THE CENTER OF STATE HIGHWAY 10, 25 FEET NORTH OF THE
 ML1145'CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF AN EAST-WEST
 ML1145'FENCE LINE.  IT IS STAMPED PLEASANTON 1951 AND PROJECTS 4
 ML1145'INCHES.
 ML1145'
 ML1145'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE
 ML1145'POST OFFICE IN PLEASANTON, GO NORTH, EAST AND NORTH ON STATE
 ML1145'HIGHWAY 10 FOR 3.85 MILES TO A CROSSROAD.  (AZIMUTH MARK IS
 ML1145'JUST EAST AS DESCRIBED.) TURN RIGHT AND GO EAST ON DIRT
 ML1145'ROAD FOR 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1297 ***********************************************************************
 LH1297  DESIGNATION -  PLEASANTON MUNICIPAL STANDPIPE
 LH1297  PID         -  LH1297
 LH1297  STATE/COUNTY-  NE/BUFFALO
 LH1297  COUNTRY     -  US
 LH1297  USGS QUAD   -  PLEASANTON (2017)
 LH1297
 LH1297                         *CURRENT SURVEY CONTROL
 LH1297  ______________________________________________________________________
 LH1297* NAD 83(1995) POSITION- 40 58 17.44649(N) 099 05 26.94110(W)   ADJUSTED
 LH1297  ______________________________________________________________________
 LH1297  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 LH1297  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 LH1297  HORZ ORDER      -  THIRD
 LH1297
 LH1297.The horizontal coordinates were established by classical geodetic methods
 LH1297.and adjusted by the National Geodetic Survey in August 1997.
 LH1297
 LH1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1297.GEOID18 height accuracy estimate available here.
 LH1297
 LH1297.Click photographs - Photos may exist for this station.
 LH1297
 LH1297.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1297
 LH1297. The following values were computed from the NAD 83(1995) position.
 LH1297
 LH1297;                    North         East     Units Scale Factor Converg.
 LH1297;SPC NE       -   126,770.522   576,502.976   MT  0.99970179   +0 36 09.0
 LH1297;SPC NE       -   415,912.95  1,891,410.18   sFT  0.99970179   +0 36 09.0
 LH1297;UTM  14      - 4,535,598.704   492,358.866   MT  0.99960072   -0 03 34.4
 LH1297
 LH1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9235835598(NAD 83)
 LH1297
 LH1297                          SUPERSEDED SURVEY CONTROL
 LH1297
 LH1297  NAD 83(1986)-  40 58 17.45360(N)    099 05 26.94344(W) AD(       ) 3
 LH1297  NAD 27      -  40 58 17.42000(N)    099 05 25.62700(W) AD(       ) 3
 LH1297
 LH1297.Superseded values are not recommended for survey control.
 LH1297
 LH1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1297.See file dsdata.pdf to determine how the superseded data were derived.
 LH1297
 LH1297_MARKER: 52 = STANDPIPE TANK
 LH1297
 LH1297  HISTORY     - Date     Condition        Report By
 LH1297  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1297
 LH1297                          STATION DESCRIPTION
 LH1297
 LH1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1297'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF PLEASANTON.
 LH1297'IT IS A CYLINDRICAL SHAPED STRUCTURE 18 FEET IN DIAMETER AND HAS
 LH1297'AN OVERALL HEIGHT OF 40 FEET.  THE POINT OBSERVED UPON WAS THE
 LH1297'APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0392 ***********************************************************************
 LJ0392  DESIGNATION -  PLUM
 LJ0392  PID         -  LJ0392
 LJ0392  STATE/COUNTY-  NE/FRONTIER
 LJ0392  COUNTRY     -  US
 LJ0392  USGS QUAD   -  EUSTIS SW (2017)
 LJ0392
 LJ0392                         *CURRENT SURVEY CONTROL
 LJ0392  ______________________________________________________________________
 LJ0392* NAD 83(1995) POSITION- 40 37 18.02260(N) 100 09 02.54507(W)   ADJUSTED
 LJ0392* NAVD 88 ORTHO HEIGHT -   824.74  (+/-2cm)     2705.8   (feet) VERTCON
 LJ0392  ______________________________________________________________________
 LJ0392  GEOID HEIGHT    -        -23.764 (meters)                     GEOID18
 LJ0392  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 LJ0392  HORZ ORDER      -  FIRST
 LJ0392  VERT ORDER      -  THIRD ? (See Below)
 LJ0392
 LJ0392.The horizontal coordinates were established by classical geodetic methods
 LJ0392.and adjusted by the National Geodetic Survey in August 1997.
 LJ0392
 LJ0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0392
 LJ0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0392.GEOID18 height accuracy estimate available here.
 LJ0392
 LJ0392.The vertical order pertains to the NGVD 29 superseded value.
 LJ0392
 LJ0392.Click photographs - Photos may exist for this station.
 LJ0392
 LJ0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0392
 LJ0392. The following values were computed from the NAD 83(1995) position.
 LJ0392
 LJ0392;                    North         East     Units Scale Factor Converg.
 LJ0392;SPC NE       -    87,539.912   487,250.872   MT  0.99977665   -0 05 59.5
 LJ0392;SPC NE       -   287,203.86  1,598,588.90   sFT  0.99977665   -0 05 59.5
 LJ0392;UTM  14      - 4,497,396.916   402,671.530   MT  0.99971660   -0 44 57.3
 LJ0392
 LJ0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0392!SPC NE       -   0.99987437  x   0.99977665  =   0.99965105
 LJ0392!UTM  14      -   0.99987437  x   0.99971660  =   0.99959100
 LJ0392
 LJ0392:                Primary Azimuth Mark                     Grid Az
 LJ0392:SPC NE       -  PLUM AZ MK                               063 03 38.2
 LJ0392:UTM  14      -  PLUM AZ MK                               063 42 36.0
 LJ0392
 LJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0267197396(NAD 83)
 LJ0392
 LJ0392|---------------------------------------------------------------------|
 LJ0392| PID    Reference Object                     Distance      Geod. Az  |
 LJ0392|                                                           dddmmss.s |
 LJ0392| CN9476 PLUM RM 1                            57.695 METERS 05456     |
 LJ0392| CN9475 PLUM AZ MK                                         0625738.7 |
 LJ0392| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.19.6 KM 1351000.3 |
 LJ0392| CN9478 PLUM RM 3                            43.834 METERS 23049     |
 LJ0392| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.22.4 KM 2900254.6 |
 LJ0392| CN9477 PLUM RM 2                            32.065 METERS 30801     |
 LJ0392|---------------------------------------------------------------------|
 LJ0392
 LJ0392                          SUPERSEDED SURVEY CONTROL
 LJ0392
 LJ0392  NAD 83(1986)-  40 37 18.02797(N)    100 09 02.55024(W) AD(       ) 1
 LJ0392  NAD 27      -  40 37 18.00079(N)    100 09 01.07015(W) AD(       ) 1
 LJ0392  NGVD 29             824.42   (m)         2704.8    (f) LEVELING    3  
 LJ0392
 LJ0392.Superseded values are not recommended for survey control.
 LJ0392
 LJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0392.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0392
 LJ0392_MARKER: DS = TRIANGULATION STATION DISK
 LJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0392_STAMPING: PLUM 1934
 LJ0392_MARK LOGO: CGS
 LJ0392_PROJECTION: RECESSED 20 CENTIMETERS
 LJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0392+STABILITY: SURFACE MOTION
 LJ0392
 LJ0392  HISTORY     - Date     Condition        Report By
 LJ0392  HISTORY     - 1934     MONUMENTED       CGS
 LJ0392  HISTORY     - 1951     GOOD             CGS
 LJ0392
 LJ0392                          STATION DESCRIPTION
 LJ0392
 LJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0392'STATION IS IN THE NORTHWEST QUARTER OF SEC. 34, T. 8 N., R.
 LJ0392'25 W., 3 MILES SOUTH AND 6-1/2 MILES WEST OF EUSTIS AND 3
 LJ0392'MILES EAST AND 6 MILES SOUTH OF FARNAM, ON THE LAND OF MR. B.
 LJ0392'LEHMAN, BEHIND THE HOUSE.  STATION IS 106 FEET SOUTHEAST OF
 LJ0392'THE GARAGE AND 33 FEET NORTHEAST OF THE GRANARY.  MARK IS 8
 LJ0392'INCHES BELOW THE GROUND.
 LJ0392'
 LJ0392'TO REACH STATION FROM THE RAILROAD STATION IN EUSTIS, GO
 LJ0392'WEST ON STREET RUNNING ALONG THE NORTH SIDE OF RAILROAD FOR
 LJ0392'3 BLOCKS, TURN RIGHT UP HILL FOR 0.25 MILE, AT STREET END TURN
 LJ0392'LEFT FOR 0.4 MILE, THEN TURN LEFT AND FOLLOW STATE HIGHWAY 23
 LJ0392'N FOR 3.6 MILES WEST.  WHERE STATE HIGHWAY 23 N BENDS TO THE
 LJ0392'RIGHT, TAKE LEFT FORK AND CROSSING RAILROAD GO 2.6 MILES WEST
 LJ0392'TO ROAD END.  TURN LEFT AND GO 3.0 MILES SOUTH, THEN TAKE RIGHT
 LJ0392'FORK ACROSS BRIDGE FOR 0.8 MILE TO T-ROAD RIGHT AND LEHMANS
 LJ0392'HOUSE AT LEFT.  TURN LEFT INTO DRIVEWAY AND GO 0.05 MILE EAST
 LJ0392'TO MARK.
 LJ0392'
 LJ0392'AZIMUTH MARK IS 1.1 MILES EAST-NORTHEAST OF STATION ON WEST EDGE
 LJ0392'OF SCHOOL YARD.  THE MARK IS 27 FEET SOUTH OF CENTERLINE OF
 LJ0392'ROAD, IN FENCE WHICH IS 55 FEET WEST OF SCHOOL, AND PROJECTS
 LJ0392'6 INCHES ABOVE GROUND.  TO REACH FROM STATION GO WEST TO ROAD,
 LJ0392'TURN RIGHT AND GO 0.8 MILE NORTH TO T-ROAD, TURN RIGHT AND GO
 LJ0392'1.0 MILE EAST TO MARK ON RIGHT.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION IN FENCE
 LJ0392'CORNER, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, AT THE NORTHEAST
 LJ0392'CORNER OF GARAGE, AND PROJECTS 6 INCHES ABOVE GROUND.
 LJ0392'
 LJ0392'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LJ0392
 LJ0392                          STATION RECOVERY (1951)
 LJ0392
 LJ0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0392'THE STATION MARKS, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LJ0392'WERE RECOVERED AND ARE IN GOOD CONDITION.  THE 1934 REFERENCE
 LJ0392'MARK NO. 1 WAS DESTROYED BY CULTIVATION AND A NEW REFERENCE
 LJ0392'MARK NO. 3 WAS ESTABLISHED.
 LJ0392'
 LJ0392'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0392'
 LJ0392'THE STATION IS LOCATED ABOUT 6.5 MILES WEST AND 3.0 MILES SOUTH
 LJ0392'OF EUSTIS AND 6.0 MILES SOUTH AND 3.0 MILES EAST OF FARNAM ON
 LJ0392'LAND OWNED BY MR. ADOLPH KOCH.  IT IS 139.0 FEET EAST OF THE
 LJ0392'CENTER OF A WELL, 33.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 LJ0392'CORNER OF A GRANARY AND NEAR THE EAST EDGE OF A FARM YARD.  IT IS
 LJ0392'12 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED PLUM
 LJ0392'1934.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 2 IS 70.0 FEET SOUTH OF THE SOUTHEAST
 LJ0392'CORNER OF A BARN AND 45.0 FEET EAST OF THE CENTER OF A WELL.
 LJ0392'IT PROJECTS 10 INCHES AND IS STAMPED PLUM NO 2 1934.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 3 IS 19.0 FEET WEST OF THE NORTHEAST CORNER
 LJ0392'AND 1.0 FOOT NORTH OF THE NORTH WALL OF A CHICKEN HOUSE.  IT
 LJ0392'PROJECTS 3 INCHES AND IS STAMPED PLUM NO 3 1934.
 LJ0392'
 LJ0392'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER OF A SCHOOL
 LJ0392'YARD, 61.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LJ0392'SCHOOLHOUSE, 27.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 LJ0392'4.0 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A
 LJ0392'WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 LJ0392'AND IS STAMPED PLUM AZI 1934.
 LJ0392'
 LJ0392'TO REACH THE STATION FROM THE POST OFFICE IN FARNAM, GO EAST
 LJ0392'ON STATE ROUTE NO. 23N FOR 2.3 MILES TO THE JUNCTION WITH
 LJ0392'STATE ROUTE NO. 47.  HERE TURN RIGHT AND GO SOUTHEASTERLY
 LJ0392'ON STATE ROUTE NO 23N FOR 1.25 MILES TO A CROSSROAD, TURN RIGHT
 LJ0392'AND GO SOUTH ON A GRADED ROAD FOR 4.4 MILES TO A FORK, TAKE
 LJ0392'RIGHT FORK AND CONTINUE SOUTH FOR 0.7 MILE TO A GROUP OF
 LJ0392'FARM BUILDINGS ON THE LEFT AND THE STATION NEAR THE EAST EDGE
 LJ0392'OF THE FARM YARD AS DESCRIBED.
 LJ0392'
 LJ0392'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LJ0392'GRADED ROAD FOR 0.7 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 LJ0392'EAST FOR 1.0 MILE TO A SCHOOLHOUSE ON THE RIGHT AND THE MARK
 LJ0392'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0798 ***********************************************************************
 NN0798  DESIGNATION -  PLUM
 NN0798  PID         -  NN0798
 NN0798  STATE/COUNTY-  NE/BROWN
 NN0798  COUNTRY     -  US
 NN0798  USGS QUAD   -  HUDDLE TABLE (2017)
 NN0798
 NN0798                         *CURRENT SURVEY CONTROL
 NN0798  ______________________________________________________________________
 NN0798* NAD 83(1995) POSITION- 42 45 22.24653(N) 099 53 22.12028(W)   ADJUSTED
 NN0798* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 NN0798  ______________________________________________________________________
 NN0798  GEOID HEIGHT    -        -23.088 (meters)                     GEOID18
 NN0798  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 NN0798  HORZ ORDER      -  THIRD
 NN0798
 NN0798.The horizontal coordinates were established by classical geodetic methods
 NN0798.and adjusted by the National Geodetic Survey in August 1997.
 NN0798
 NN0798.The orthometric height was scaled from a topographic map.
 NN0798
 NN0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0798.GEOID18 height accuracy estimate available here.
 NN0798
 NN0798.Click photographs - Photos may exist for this station.
 NN0798
 NN0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0798
 NN0798. The following values were computed from the NAD 83(1995) position.
 NN0798
 NN0798;                    North         East     Units Scale Factor Converg.
 NN0798;SPC NE       -   324,542.358   509,046.703   MT  0.99989733   +0 04 23.7
 NN0798;SPC NE       - 1,064,769.39  1,670,097.39   sFT  0.99989733   +0 04 23.7
 NN0798;UTM  14      - 4,734,123.101   427,213.886   MT  0.99966518   -0 36 14.0
 NN0798
 NN0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0798!SPC NE       -   0.99989287  x   0.99989733  =   0.99979021
 NN0798!UTM  14      -   0.99989287  x   0.99966518  =   0.99955809
 NN0798
 NN0798:                Primary Azimuth Mark                     Grid Az
 NN0798:SPC NE       -  PLUM AZ MK                               082 07 25.3
 NN0798:UTM  14      -  PLUM AZ MK                               082 48 03.0
 NN0798
 NN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2721334123(NAD 83)
 NN0798
 NN0798|---------------------------------------------------------------------|
 NN0798| PID    Reference Object                     Distance      Geod. Az  |
 NN0798|                                                           dddmmss.s |
 NN0798| CO3499 PLUM RM 1                            10.168 METERS 00300     |
 NN0798| CO3498 PLUM AZ MK                                         0821149.0 |
 NN0798| CO3500 PLUM RM 2                            11.535 METERS 25727     |
 NN0798|---------------------------------------------------------------------|
 NN0798
 NN0798                          SUPERSEDED SURVEY CONTROL
 NN0798
 NN0798  NAD 83(1986)-  42 45 22.25187(N)    099 53 22.13244(W) AD(       ) 3
 NN0798  NAD 27      -  42 45 22.25100(N)    099 53 20.70000(W) AD(       ) 3
 NN0798
 NN0798.Superseded values are not recommended for survey control.
 NN0798
 NN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0798.See file dsdata.pdf to determine how the superseded data were derived.
 NN0798
 NN0798_MARKER: DS = TRIANGULATION STATION DISK
 NN0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0798_STAMPING: PLUM 1949
 NN0798_MARK LOGO: CGS
 NN0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0798+STABILITY: SURFACE MOTION
 NN0798
 NN0798  HISTORY     - Date     Condition        Report By
 NN0798  HISTORY     - 1949     MONUMENTED       CGS
 NN0798  HISTORY     - 1967     GOOD             USAF
 NN0798
 NN0798                          STATION DESCRIPTION
 NN0798
 NN0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0798'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF AINSWORTH
 NN0798'AND 2-1/2 MILES WEST OF MEADVILLE.  IT IS SITUATED ON THE
 NN0798'HIGHEST POINT OF A SAND KNOLL, 6 FEET SOUTHWEST OF A WITNESS
 NN0798'POST.  IT PROJECTS 5 INCHES AND IS STAMPED PLUM 1949.
 NN0798'
 NN0798'REFERENCE MARK NO. 1 IS 6 INCHES BELOW THE ELEVATION OF
 NN0798'THE STATION.  IT PROJECTS 6 INCHES AND IS STAMPED PLUM NO
 NN0798'1 1949.
 NN0798'
 NN0798'REFERENCE MARK NO. 2 IS 9 INCHES BELOW THE ELEVATION OF THE
 NN0798'STATION.  IT PROJECTS 5 INCHES AND IS STAMPED PLUM NO 2 1949.
 NN0798'
 NN0798'THE AZIMUTH MARK IS LOCATED AT A FENCE CORNER, 42 FEET WEST
 NN0798'FROM THE CENTER OF A GATE AND 3 FEET WEST OF A WITNESS POST.
 NN0798'IT PROJECTS 5 INCHES AND IS STAMPED PLUM 1949.
 NN0798'
 NN0798'TO REACH THE STATION FROM THE POST OFFICE IN MEADVILLE, GO
 NN0798'SOUTH ON STATE ROUTE 7 FOR 0.5 MILE TO BRIDGE OVER THE NIOBRARA
 NN0798'RIVER, CROSS BRIDGE AND CONTINUE 0.05 MILE TO A FORK, TAKE
 NN0798'RIGHT FORK AND GO 0.85 MILE TO A BRIDGE ACROSS PLUM CREEK,
 NN0798'CROSS BRIDGE AND CONTINUE ON MAIN ROAD FOR 0.6 MILE TO CATTLE
 NN0798'GUARD, CONTINUE FOR 0.35 MILE TO A GATE AND FORK, (AZIMUTH
 NN0798'MARK ON THE RIGHT AS DESCRIBED ABOVE) TAKE RIGHT FORK AND
 NN0798'GO WESTERLY FOR 0.5 MILE TO A GATE, PASS THROUGH GATE AND
 NN0798'BEAR LEFT FOR 0.1 MILE TO TOP OF KNOLL AND THE STATION AS
 NN0798'DESCRIBED.
 NN0798'
 NN0798'A 74 FOOT SIGNAL AT HIGHLAND IS VISIBLE AT 4 FEET.
 NN0798'
 NN0798'A 4 FOOT SIGNAL AT NIOBRARA (USGS) IS VISIBLE AT 4 FEET.
 NN0798'
 NN0798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0798
 NN0798                          STATION RECOVERY (1967)
 NN0798
 NN0798'RECOVERY NOTE BY US AIR FORCE 1967
 NN0798'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 NN0798'IN GOOD CONDITION.
 NN0798'
 NN0798'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NN0798'
 NN0798'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 NN0798'AND U.S. HIGHWAY 20 IN AINSWORTH, NEBRASKA, GO EAST ON HIGHWAY
 NN0798'20 FOR 7 BLOCKS TO THE NEBRASKA STATE DEPARTMENT OF ROADS
 NN0798'OFFICE.  TURN LEFT (NORTH) ON OLD STATE HIGHWAY 7 FOR 14.4
 NN0798'MILES TO A SCHOOL HOUSE NEAR THE SOUTH END OF THE NIOBRARA
 NN0798'RIVER BRIDGE.  TURN HARD LEFT AT THE ROAD FORK BEFORE CROSSING
 NN0798'THE BRIDGE, AND GO WEST ON TRACK ROAD FOR 0.85 MILE TO A BRIDGE
 NN0798'CROSSING PLUM CREEK.  CROSS THE BRIDGE, AND CURVE LEFT ON
 NN0798'THE MAIN ROAD.  CONTINUE WEST FOR 0.6 MILE TO A GATE.  PASS
 NN0798'THROUGH THE GATE, AND GO 0.4 MILE TO A CURVE.  BEAR LEFT
 NN0798'FOR 0.5 MILE TO A NORTH-SOUTH FENCELINE.  TURN RIGHT ON THE
 NN0798'WEST SIDE OF THE FENCE, AND GO NORTH-NORTHEAST FOR 0.3
 NN0798'MILE TO THE HIGHEST POINT IN THE AREA AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0807 ***********************************************************************
 LG0807  DESIGNATION -  PLUMMER
 LG0807  PID         -  LG0807
 LG0807  STATE/COUNTY-  NE/SALINE
 LG0807  COUNTRY     -  US
 LG0807  USGS QUAD   -  SWANTON (2017)
 LG0807
 LG0807                         *CURRENT SURVEY CONTROL
 LG0807  ______________________________________________________________________
 LG0807* NAD 83(1995) POSITION- 40 27 23.44272(N) 097 01 37.73151(W)   ADJUSTED
 LG0807* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 LG0807  ______________________________________________________________________
 LG0807  GEOID HEIGHT    -        -26.683 (meters)                     GEOID18
 LG0807  LAPLACE CORR    -          3.85  (seconds)                    DEFLEC18
 LG0807  HORZ ORDER      -  SECOND
 LG0807
 LG0807.The horizontal coordinates were established by classical geodetic methods
 LG0807.and adjusted by the National Geodetic Survey in August 1997.
 LG0807
 LG0807.The orthometric height was scaled from a topographic map.
 LG0807
 LG0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0807.GEOID18 height accuracy estimate available here.
 LG0807
 LG0807.Click photographs - Photos may exist for this station.
 LG0807
 LG0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0807
 LG0807. The following values were computed from the NAD 83(1995) position.
 LG0807
 LG0807;                    North         East     Units Scale Factor Converg.
 LG0807;SPC NE       -    73,526.276   752,070.829   MT  0.99982474   +1 58 12.4
 LG0807;SPC NE       -   241,227.46  2,467,419.04   sFT  0.99982474   +1 58 12.4
 LG0807;UTM  14      - 4,480,296.702   667,280.577   MT  0.99994446   +1 16 49.5
 LG0807
 LG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0807!SPC NE       -   0.99993703  x   0.99982474  =   0.99976178
 LG0807!UTM  14      -   0.99993703  x   0.99994446  =   0.99988149
 LG0807
 LG0807:                Primary Azimuth Mark                     Grid Az
 LG0807:SPC NE       -  PLUMMER AZ MK                            356 24 00.4
 LG0807:UTM  14      -  PLUMMER AZ MK                            357 05 23.3
 LG0807
 LG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6728080296(NAD 83)
 LG0807
 LG0807|---------------------------------------------------------------------|
 LG0807| PID    Reference Object                     Distance      Geod. Az  |
 LG0807|                                                           dddmmss.s |
 LG0807| LG1102 WILBER MUNICIPAL TANK               APPROX. 5.8 KM 0564902.3 |
 LG0807| LG1096 WILBER MUN POWER PLANT STACK        APPROX. 6.2 KM 0650041.2 |
 LG0807| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX.14.8 KM 0850045.7 |
 LG0807| LG1097 DEWITT MUNICIPAL TANK               APPROX.10.8 KM 1273403.2 |
 LG0807| CN9485 PLUMMER RM 1                         18.984 METERS 13246     |
 LG0807| LG0809 SWANTON MUNICIPAL TANK              APPROX. 9.3 KM 2074808.1 |
 LG0807| CN9486 PLUMMER RM 2                         21.085 METERS 22602     |
 LG0807| CN9484 PLUMMER AZ MK                                      3582212.8 |
 LG0807|---------------------------------------------------------------------|
 LG0807
 LG0807                          SUPERSEDED SURVEY CONTROL
 LG0807
 LG0807  NAD 83(1986)-  40 27 23.45023(N)    097 01 37.73053(W) AD(       ) 2
 LG0807  NAD 27      -  40 27 23.43700(N)    097 01 36.61900(W) AD(       ) 2
 LG0807
 LG0807.Superseded values are not recommended for survey control.
 LG0807
 LG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0807.See file dsdata.pdf to determine how the superseded data were derived.
 LG0807
 LG0807_MARKER: DS = TRIANGULATION STATION DISK
 LG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0807_STAMPING: PLUMMER 1947
 LG0807_MARK LOGO: CGS
 LG0807_PROJECTION: FLUSH
 LG0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0807+STABILITY: SURFACE MOTION
 LG0807
 LG0807  HISTORY     - Date     Condition        Report By
 LG0807  HISTORY     - 1947     MONUMENTED       CGS
 LG0807  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0807  HISTORY     - 1961     GOOD             CGS
 LG0807  HISTORY     - 1970     GOOD             NGS
 LG0807
 LG0807                          STATION DESCRIPTION
 LG0807
 LG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0807'THE STATION IS LOCATED ABOUT 3.5 MILES WEST AND 1.6 MILES SOUTH
 LG0807'OF WILBER, ON LAND OWNED AND OCCUPIED BY MR. ADOLPH SMEJDIR.  IT
 LG0807'IS 127 FEET NORTH OF THE NORTHEAST CORNER OF THE FARM HOUSE, 82
 LG0807'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 41 FEET WEST
 LG0807'OF THE SOUTHEAST FENCE CORNER AROUND FIELD, 27 FEET NORTH OF
 LG0807'THE CENTER OF THE DRIVEWAY AND 8 FEET SOUTH OF EAST-WEST FENCE
 LG0807'LINE.  IT IS STAMPED PLUMMER 1947 AND SET FLUSH WITH THE GROUND
 LG0807'SURFACE.
 LG0807'
 LG0807'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 79 FEET NORTH
 LG0807'OF THE NORTHEAST CORNER OF THE FARM HOUSE AND 50 FEET SOUTH OF
 LG0807'THE SOUTHEAST FENCE CORNER.  IT IS STAMPED PLUMMER NO 1 1947 AND
 LG0807'SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 30 FEET EAST OF
 LG0807'THE CENTER OF THE NORTH-SOUTH ROAD AND 25 FEET SOUTH OF THE
 LG0807'CENTER OF THE DRIVEWAY.  IT IS STAMPED PLUMMER NO 2 1947 AND
 LG0807'SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION, 35 FEET
 LG0807'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 15 FEET NORTH OF THE
 LG0807'CENTER OF EAST-WEST ROAD, 1.5 FEET NORTHEAST OF FENCE CORNER AND 2
 LG0807'FEET SOUTH OF WHITE WITNESS POST.  IT IS STAMPED PLUMMER 1947 AND
 LG0807'PROJECTS 4 INCHES.
 LG0807'
 LG0807'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER, GO WEST
 LG0807'ON STATE ROUTE 41 FOR 3.4 MILES TO CROSSROAD, TURN LEFT AND
 LG0807'GO SOUTH FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0807'DESCRIBED, CONTINUE SOUTH ON DIRT ROAD FOR 0.8 MILE TO THE
 LG0807'SMEJDIR FARM HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION KRAMER IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION CLAYTONIA IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION WILBER IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 100 FOOT SIGNAL AT STATION PLACEK ECC IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A GROUND SIGNAL AT STATION BRUSH IS VISIBLE AT 50 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION ZALESKY 1935 IS V.G.
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION CLARK 1935 IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION TURKEY IS V.G.
 LG0807'
 LG0807'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0807
 LG0807                          STATION RECOVERY (1958)
 LG0807
 LG0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0807'THIS STATION WAS DUG FOR BUT UNABLE TO FIND.  THE PRESENT OWNER
 LG0807'SAYS THERE HAS BEEN SOME FARMING DONE WHERE THE STATION IS
 LG0807'SUPPOSED TO BE.  THIS PLACE IS NOW VACANT AND A NEW OWNER IN THE
 LG0807'LAST FOUR YEARS.
 LG0807'
 LG0807'THE REFERENCE MARKS WERE NOT FOUND, IT APPEARS THE MARKS HAVE
 LG0807'BEEN TAKEN OUT.
 LG0807'
 LG0807'THE AZIMUTH MARK IS OKAY.
 LG0807
 LG0807                          STATION RECOVERY (1961)
 LG0807
 LG0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0807'THE STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LG0807'WERE FOUND AND RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 LG0807'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN
 LG0807'THE LOCATION AND DESCRIPTION TO REACH
 LG0807'THE STATION WAS FOUND TO BE ADEQUATE, THE FENCE CORNER USED
 LG0807'FOR REFERENCE DISTANCES TO STATION AND REFERENCE MARKS HAS
 LG0807'BEEN MOVED AND THE NEW MEASUREMENTS ARE SHOWN BELOW.
 LG0807'
 LG0807'STATION MARK IS LOCATED ABOUT 132 FEET NORTH OF THE NORTH SIDE
 LG0807'OF A FARMHOUSE, 48.8 FEET WEST-SOUTHWEST OF A CORN CRIB
 LG0807'GRANERY, 92.6 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER.  IT
 LG0807'IS STAMPED PLUMMER 1947 AND IS SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK 1 84.3 FEET NORTH OF THE NORTHEAST CORNER OF
 LG0807'FARMHOUSE, 67.9 FEET SOUTH OF THE SOUTHWEST OF THE CORN CRIB
 LG0807'GRANERY AND 5.7 FEET SOUTHWEST OF THE MIDDLE ONE OF THREE TREES.
 LG0807'IT IS STAMPED PLUMMER NO 1 1947 AND IT IS ABOUT 2 INCHES BELOW THE
 LG0807'GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK 2 IS ABOUT 40.0 FEET SOUTH OF THE CENTER OF OLD
 LG0807'DRIVEWAY, 33.3 FEET EAST OF CENTER OF NORTH-SOUTH GRAVEL ROAD
 LG0807'AND 13.4 FEET WEST OF A ROW OF WINDBREAK TREES AND 2 FEET SOUTH
 LG0807'OF A METAL WITNESS POST AND SIGN.  THE DISK IS STAMPED PLUMMER
 LG0807'NO 2 1947 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK 1 TO REFERENCE MARK 2 OBSTRUCTED BY TREES.
 LG0807'
 LG0807'AZIMUTH MARK IS 34.3 FEET WEST OF A GRADED GRAVEL ROAD, 14.0 FEET
 LG0807'NORTH OF DRIVEWAY TO FARMHOUSE, 1.5 FEET NORTHEAST OF FENCE
 LG0807'CORNER POST AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 LG0807'THE DISK IS STAMPED PLUMMER 1947 AND PROJECTS ABOUT 4 INCHES
 LG0807'ABOVE GROUND SURFACE.
 LG0807'
 LG0807'PICTURE POINT SELECTED THE INTERSECTION OF CENTERLINES OF THE
 LG0807'NORTH-SOUTH GRAVEL ROAD AND NORTH DRIVEWAY TO FARMYARD AND ABOUT
 LG0807'THE SAME ELEVATION AS THE STATION.
 LG0807
 LG0807                          STATION RECOVERY (1970)
 LG0807
 LG0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0807'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG0807'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0807'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0807'ADEQUATE FOR RECOVERY.
 LG0807'
 LG0807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 LG0807'MILES WEST AND 1.6 MILES SOUTH OF WILBER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1095 ***********************************************************************
 LG1095  DESIGNATION -  PLYMOUTH
 LG1095  PID         -  LG1095
 LG1095  STATE/COUNTY-  NE/JEFFERSON
 LG1095  COUNTRY     -  US
 LG1095  USGS QUAD   -  PLYMOUTH (2017)
 LG1095
 LG1095                         *CURRENT SURVEY CONTROL
 LG1095  ______________________________________________________________________
 LG1095* NAD 83(1995) POSITION- 40 18 27.69505(N) 096 57 13.74266(W)   ADJUSTED
 LG1095* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 LG1095  ______________________________________________________________________
 LG1095  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 LG1095  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 LG1095  HORZ ORDER      -  SECOND
 LG1095
 LG1095.The horizontal coordinates were established by classical geodetic methods
 LG1095.and adjusted by the National Geodetic Survey in August 1997.
 LG1095
 LG1095.The orthometric height was scaled from a topographic map.
 LG1095
 LG1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1095.GEOID18 height accuracy estimate available here.
 LG1095
 LG1095.Click photographs - Photos may exist for this station.
 LG1095
 LG1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1095
 LG1095. The following values were computed from the NAD 83(1995) position.
 LG1095
 LG1095;                    North         East     Units Scale Factor Converg.
 LG1095;SPC NE       -    57,230.316   758,868.044   MT  0.99987505   +2 01 07.3
 LG1095;SPC NE       -   187,763.13  2,489,719.57   sFT  0.99987505   +2 01 07.3
 LG1095;UTM  14      - 4,463,918.035   673,881.154   MT  0.99997219   +1 19 26.4
 LG1095
 LG1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1095!SPC NE       -   0.99993706  x   0.99987505  =   0.99981212
 LG1095!UTM  14      -   0.99993706  x   0.99997219  =   0.99990925
 LG1095
 LG1095:                Primary Azimuth Mark                     Grid Az
 LG1095:SPC NE       -  PLYMOUTH AZ MK RESET                     097 42 37.4
 LG1095:UTM  14      -  PLYMOUTH AZ MK RESET                     098 24 18.3
 LG1095
 LG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7388163918(NAD 83)
 LG1095
 LG1095|---------------------------------------------------------------------|
 LG1095| PID    Reference Object                     Distance      Geod. Az  |
 LG1095|                                                           dddmmss.s |
 LG1095| LG1097 DEWITT MUNICIPAL TANK               APPROX.10.2 KM 0132409.5 |
 LG1095| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX.10.2 KM 0145321.1 |
 LG1095| LG1482 PLYMOUTH RM 1                        22.586 METERS 08059     |
 LG1095| LG1093 FIRST DUTCH LUTHERAN CHURCH         APPROX. 6.3 KM 0910344.0 |
 LG1095| CL8177 PLYMOUTH AZ MK                                     0991730.9 |
 LG1095| LG1422 PLYMOUTH AZ MK 2                    APPROX. 1.1 KM 0994339.4 |
 LG1095| CL8178 PLYMOUTH AZ MK RESET                               0994344.7 |
 LG1095| LG1091 IMMANUEL LUTHERAN CHURCH SPIRE       28.615 METERS 16159     |
 LG1095| LG1081 ZION LUTHERAN CHURCH SPIRE          APPROX. 8.4 KM 1690210.5 |
 LG1095| LG1483 PLYMOUTH RM 2                        26.182 METERS 17142     |
 LG1095| LG1484 PLYMOUTH RM 3                         9.595 METERS 22458     |
 LG1095| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX. 2.9 KM 2572758.3 |
 LG1095| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX. 3.2 KM 2670433.0 |
 LG1095| LG1485 PLYMOUTH RM 4                         7.110 METERS 29451     |
 LG1095| LG1102 WILBER MUNICIPAL TANK               APPROX.19.7 KM 3555534.6 |
 LG1095| LG1096 WILBER MUN POWER PLANT STACK        APPROX.19.2 KM 3582004.5 |
 LG1095|---------------------------------------------------------------------|
 LG1095
 LG1095                          SUPERSEDED SURVEY CONTROL
 LG1095
 LG1095  NAD 83(1986)-  40 18 27.70219(N)    096 57 13.74078(W) AD(       ) 2
 LG1095  NAD 27      -  40 18 27.69400(N)    096 57 12.63800(W) AD(       ) 2
 LG1095
 LG1095.Superseded values are not recommended for survey control.
 LG1095
 LG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1095.See file dsdata.pdf to determine how the superseded data were derived.
 LG1095
 LG1095_MARKER: DS = TRIANGULATION STATION DISK
 LG1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1095_STAMPING: PLYMOUTH 1947
 LG1095_MARK LOGO: CGS
 LG1095_PROJECTION: FLUSH
 LG1095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1095+STABILITY: SURFACE MOTION
 LG1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1095+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1998
 LG1095
 LG1095  HISTORY     - Date     Condition        Report By
 LG1095  HISTORY     - 1947     MONUMENTED       CGS
 LG1095  HISTORY     - 1947     GOOD             CGS
 LG1095  HISTORY     - 1958     GOOD             CGS
 LG1095  HISTORY     - 1969     GOOD             CGS
 LG1095  HISTORY     - 19840808 GOOD             NGS
 LG1095  HISTORY     - 19981102 GOOD             NEDR
 LG1095  HISTORY     - 20040531 GOOD             USPSQD
 LG1095
 LG1095                          STATION DESCRIPTION
 LG1095
 LG1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1095'THE STATION IS LOCATED ON THE IMMANUELS LUTHERAN CHURCH PROPERTY,
 LG1095'ABOUT 1.7 MILES EAST OF PLYMOUTH, 2 MILES WEST OF THE
 LG1095'GAGE-JEFFERSON COUNTY LINE, 0.1 MILE NORTH OF A CROSSROAD,
 LG1095'80 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 LG1095'AND 51 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT IS SET
 LG1095'FLUSH WITH THE GROUND AND IS STAMPED PLYMOUTH 1947.
 LG1095'
 LG1095'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE CHURCH YARD,
 LG1095'85.5 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH AND 125 FEET
 LG1095'EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES AND
 LG1095'IS STAMPED PLYMOUTH NO 1 1947.
 LG1095'
 LG1095'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 LG1095'MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 62
 LG1095'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 12 FEET
 LG1095'WEST-NORTHWEST OF THE ENTRANCE TO THE CHURCH, AND 6 INCHES SOUTH
 LG1095'OF THE NORTH EDGE OF THE WALK.  IT IS SET FLUSH WITH THE WALK
 LG1095'AND IS STAMPED PLYMOUTH NO 2 1947.
 LG1095'
 LG1095'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1095'ROAD, 1.5 FEET WEST OF A POWER LINE POLE AND 0.5 FOOT SOUTH
 LG1095'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 LG1095'STAMPED PLYMOUTH 1947.
 LG1095'
 LG1095'TO REACH THE STATION FROM A CROSSROAD AT THE ST. PAULS LUTHERAN
 LG1095'CHURCH, IN THE NORTHWEST EDGE OF THE TOWN OF PLYMOUTH, GO EAST
 LG1095'ON GRAVELED ROAD, STATE HIGHWAY NO. 4, FOR 2 MILES TO A CROSSROAD,
 LG1095'TURN LEFT, NORTH, AND GO 0.1 MILE TO THE STATION ON THE RIGHT
 LG1095'AS DESCRIBED.
 LG1095'
 LG1095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 LG1095'TO A CROSSROAD, TURN LEFT, EAST, ON STATE HIGHWAY NO. 4 AND GO
 LG1095'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 4 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT CUB IS VISIBLE AT 15 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 37 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT ELLIS IS VISIBLE AT 50 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 64 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT GIBSON 1935 IS VISIBLE AT 50 FEET.
 LG1095'
 LG1095'A 100 FOOT SIGNAL AT PLACEK 1935 ECC. IS VISIBLE AT 15 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 10 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT WILBER IS VISIBLE AT 8 FEET.
 LG1095'
 LG1095'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1095
 LG1095                          STATION RECOVERY (1947)
 LG1095
 LG1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1095'RECOVERED IN GOOD CONDITION.
 LG1095
 LG1095                          STATION RECOVERY (1958)
 LG1095
 LG1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1095'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1095'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG STATE HIGHWAY 4 WILL
 LG1095'DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE DESCRIPTION IS
 LG1095'ADEQUATE.  FOLLOWING IS A DESCRIPTION OF THE RESET AZIMUTH MARK
 LG1095'AND THE ANGLES MEASURED.
 LG1095'
 LG1095'AZIMUTH MARK (RESET) IS 0.7 MILE EAST OF THE STATION, 65 FEET
 LG1095'SOUTH OF THE CENTER OF STATE HIGHWAY 4, 0.3 MILE WEST OF A
 LG1095'CROSSROADS, 225 FEET WEST OF A NORTH-SOUTH FENCE, AND 1 FOOT
 LG1095'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG1095'IS STAMPED PLYMOUTH RESET 1958.
 LG1095
 LG1095                          STATION RECOVERY (1969)
 LG1095
 LG1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1095'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG1095'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG1095'WERE FOUND IN GOOD CONDITION.  STATE HIGHWAY 4 IS NOW A BLACKTOP
 LG1095'ROAD.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1095'
 LG1095'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG1095'
 LG1095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES
 LG1095'EAST OF PLYMOUTH.
 LG1095
 LG1095                          STATION RECOVERY (1984)
 LG1095
 LG1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1095'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LG1095'WERE ALL RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 IS NOW
 LG1095'OBSTRUCTED BY CEDAR TREES.  REFERENCE MARK 2 WAS TO BE DESTROYED IN
 LG1095'THE IMMEDIATE FUTURE, WHEN THE OLD IMMANUEL LUTHERAN CHURCH IS TORN
 LG1095'DOWN AND THE SITE CONVERTED TO CEMETERY USAGE.  REFERENCE MARKS 3 AND
 LG1095'4 HAVE BEEN ESTABLISHED.  REFERENCE MARK 2 WAS DESTROYED AND THE DISK
 LG1095'SALVAGED, AFTER THE DISTANCE AND DIRECTION TO THE MARK WAS CHECKED. A
 LG1095'CHECK ANGLE TO A DISTANT OBJECT WAS OBTAINED, ACCORDINGLY, THE
 LG1095'UNDERGROUND MARK WAS NOT INSPECTED.  REFERENCE MARK 1 WAS LEFT ALONE.
 LG1095'A NEW DESCRIPTION FOLLOWS.
 LG1095'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) WEST-NORTHWEST FROM
 LG1095'BEATRICE, 6.4 KM (4.0 MI) SOUTH FROM THE SALINE-JEFFERSON COUNTY
 LG1095'LINE, 3.2 KM (2.0 MI) WEST FROM THE GAGE-JEFFERSON COUNTY LINE, 3.2
 LG1095'KM (2.0 MI) EAST FROM PLYMOUTH AND ON THE PROPERTY OF THE IMMANUEL
 LG1095'LUTHERAN CEMETERY ASSOCIATION.  THE CHAIRMAN OF THE ASSOCIATION IS
 LG1095'VERNON GRUMMET, 715 EAST MAIN STREET, PLYMOUTH, NEBRASKA  68424.
 LG1095'TELEPHONE 402 656 4235.
 LG1095'TO REACH FROM THE PLYMOUTH POST OFFICE, GO NORTH ON JEFFERSON AVENUE
 LG1095'FOR 0.32 KM (0.20 MI) TO STATE HIGHWAY 4.  TURN RIGHT AND GO EAST ON
 LG1095'THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A GRAVELED CROSSROAD.  TURN LEFT
 LG1095'AND GO NORTH FOR 0.16 KM (0.10 MI) TO THE NORTHWEST CORNER OF THE
 LG1095'IMMANUEL LUTHERAN CEMETERY AND THE STATION ON THE RIGHT, JUST EAST
 LG1095'FROM A SINGLE NORTH-SOUTH ROW OF CEDAR TREES AND SOUTH FROM AA
 LG1095'EAST-WEST DOUBLE ROW OF CEDAR TREES.
 LG1095'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1095'FLUSH WITH THE GROUND SURFACE.  IT IS 15.6 M (51.2 FT) NORTH FROM THE
 LG1095'CENTERLINE OF THE NORTH ENTRANCE TO THE CEMETERY, 15.6 M (51.2 FT)
 LG1095'EAST FROM THE CENTERLINE OF THE ROAD, 5.6 M (18.4 FT) EAST FROM THE
 LG1095'NORTH-SOUTH ROW OF CEDAR TREES, 1.2 M (3.9 FT) SOUTH FROM THE
 LG1095'SOUTHERNMOST OF 2 ROWS OF EAST-WEST CEDAR TREES AND 0.85 M (2.79 FT)
 LG1095'SOUTHWEST FROM A WITNESS POST.
 LG1095
 LG1095                          STATION RECOVERY (1998)
 LG1095
 LG1095'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1095'ON THE EAST RIGHT-OF-WAY OF COUNTY ROAD 580 AVENUE, IN THE SW1/4,
 LG1095'SEC14, T4N, R4E.  OWNERSHIP, JEFFERSON COUNTY.  TO REACH FROM THE
 LG1095'JUNCTION OF STATE HIGHWAYS 4 AND 15, ABOUT 6 MI (9.7 KM) SOUTH OF
 LG1095'DWITT, GO WEST ON HIGHWAY 4 FOR 2.0 MI (3.2 KM) TO THE JUNCTION WITH
 LG1095'COUNTY ROAD 580 AVENUE.  TURN RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM)
 LG1095'TO THE STATION ON THE RIGHT.  IT IS A STANDARD DISK, SET INTO THE TOP
 LG1095'OF A SQUARE CONCRETE MONUMENT, FLUSH, THAT IS 15.6 M (51.2 FT) EAST OF
 LG1095'THE CENTERLINE OF THE ROAD, 7.11 M (23.33 FT) SOUTHEAST OF REFERENCE
 LG1095'MARK 4, 9,58 M NORTHEAST OF REFERENCE MARK 3, 16.30 M (53.48 FT) NORTH
 LG1095'OF THE CENTERLINE OF THE NORTH ENTRANCE DRIVE INTO THE IMMANUAL
 LG1095'LUTHERAN CEMETERY, 5.30 M (17.39 FT) SOUTH OF A ROW OF BUSHES AND 0.79
 LG1095'M (2.59 FT) WEST OF A WITNESS POST.
 LG1095
 LG1095                          STATION RECOVERY (2004)
 LG1095
 LG1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1095'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE FOUND
 LG1095'GOOD. REFERENCE MARK 1 AND AZIMUTH MARK NOT SEARCHED FOR. STATION,
 LG1095'REFERENCE MARK 3 AND REFERENCE MARK 4 ARE NORTH OF THE IMMANUEL
 LG1095'LUTHERAN CHURCH MEMORIAL AT THE CEMETERY AS DESCRIBED IN THE 1998
 LG1095'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1422 ***********************************************************************
 LG1422  DESIGNATION -  PLYMOUTH AZ MK 2
 LG1422  PID         -  LG1422
 LG1422  STATE/COUNTY-  NE/JEFFERSON
 LG1422  COUNTRY     -  US
 LG1422  USGS QUAD   -  PLYMOUTH (2017)
 LG1422
 LG1422                         *CURRENT SURVEY CONTROL
 LG1422  ______________________________________________________________________
 LG1422* NAD 83(1995) POSITION- 40 18 21.54787(N) 096 56 26.92510(W)   ADJUSTED
 LG1422* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 LG1422  ______________________________________________________________________
 LG1422  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 LG1422  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LG1422  HORZ ORDER      -  THIRD
 LG1422
 LG1422.The horizontal coordinates were established by classical geodetic methods
 LG1422.and adjusted by the National Geodetic Survey in August 1997.
 LG1422
 LG1422.The orthometric height was scaled from a topographic map.
 LG1422
 LG1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1422.GEOID18 height accuracy estimate available here.
 LG1422
 LG1422.Click photographs - Photos may exist for this station.
 LG1422
 LG1422.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1422
 LG1422. The following values were computed from the NAD 83(1995) position.
 LG1422
 LG1422;                    North         East     Units Scale Factor Converg.
 LG1422;SPC NE       -    57,079.873   759,979.460   MT  0.99987567   +2 01 38.3
 LG1422;SPC NE       -   187,269.55  2,493,365.95   sFT  0.99987567   +2 01 38.3
 LG1422;UTM  14      - 4,463,754.108   674,990.774   MT  0.99997696   +1 19 56.5
 LG1422
 LG1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1422!SPC NE       -   0.99993740  x   0.99987567  =   0.99981308
 LG1422!UTM  14      -   0.99993740  x   0.99997696  =   0.99991436
 LG1422
 LG1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7499063754(NAD 83)
 LG1422
 LG1422                          SUPERSEDED SURVEY CONTROL
 LG1422
 LG1422  NAD 83(1986)-  40 18 21.55500(N)    096 56 26.92323(W) AD(       ) 3
 LG1422
 LG1422.Superseded values are not recommended for survey control.
 LG1422
 LG1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1422.See file dsdata.pdf to determine how the superseded data were derived.
 LG1422
 LG1422_MARKER: DZ = AZIMUTH MARK DISK
 LG1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1422_STAMPING: PLYMOUTH RESET 1958
 LG1422_MARK LOGO: CGS
 LG1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1422+STABILITY: SURFACE MOTION
 LG1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1422+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1998
 LG1422
 LG1422  HISTORY     - Date     Condition        Report By
 LG1422  HISTORY     - 1958     MONUMENTED       CGS
 LG1422  HISTORY     - 19840808 GOOD             NGS
 LG1422  HISTORY     - 19981027 GOOD             NEDR
 LG1422
 LG1422                          STATION DESCRIPTION
 LG1422
 LG1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1422'THE MARK, WHICH WAS SET IN 1958 AND POSITIONED ELECTRONICALLY IN 1984,
 LG1422'WAS RECOVERED IN GOOD CONDITION, ABOUT 4 KM (2.5 MI) EAST FROM
 LG1422'PLYMOUTH, 2.1 KM (1.3 MI) WEST FROM THE GAGE-JEFFERSON COUNTY LINE
 LG1422'AND ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4.
 LG1422'TO REACH FROM THE POST OFFICE IN PLYMOUTH, GO NORTH ON JEFFERSON
 LG1422'AVENUE FOR 0.32 KM (0.20 MI) TO STATE HIGHWAY 4.  TURN RIGHT AND GO
 LG1422'EAST ON THE HIGHWAY FOR 4.02 KM (2.50 MI) TO THE MARK ON THE RIGHT.
 LG1422'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG1422'13 CM ABOVE THE GROUND SURFACE.  IT IS 19.81 M (64.99 FT) SOUTH FROM
 LG1422'THE CENTERLINE OF THE HIGHWAY, 10.52 M (34.51 FT) EAST FROM A POWER
 LG1422'POLE AND 0.31 M (1.02 FT) WEST FROM A WITNESS POST.
 LG1422
 LG1422                          STATION RECOVERY (1998)
 LG1422
 LG1422'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1422'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4, AT MILEPOST 146+22 AND
 LG1422'IN SEC23, T4N, R4E.  OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.
 LG1422'TELEPHONE 402.  479 4341.  TO REACH FROM THE JUNCTION OF STATE
 LG1422'HIGHWAYS 4 AND 15, ABOUT 6 MI (9.7 KM) SOUTH OF DEWITT, GO WEST ON
 LG1422'HIGHWAY 4 FOR 1.3 MI (2.1 KM) TO THE MARK ON THE LEFT.  IT IS A
 LG1422'STANDARD DISK, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 LG1422'PROJECTING 12 CM, THAT IS 19.70 M (64.63 FT) SOUTH OF THE CENTERLINE
 LG1422'OF THE HIGHWAY, 32.70 M (107.28 FT) WEST OF THE CENTERLINE OF A FIELD
 LG1422'DRIVE, 10.63 M (34.88 FT) EAST OF A NAIL IN A POWER POLE AND 0.37 M
 LG1422'(1.21 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1094 ***********************************************************************
 LG1094  DESIGNATION -  PLYMOUTH MUNICIPAL TANK
 LG1094  PID         -  LG1094
 LG1094  STATE/COUNTY-  NE/JEFFERSON
 LG1094  COUNTRY     -  US
 LG1094  USGS QUAD   -  PLYMOUTH (2017)
 LG1094
 LG1094                         *CURRENT SURVEY CONTROL
 LG1094  ______________________________________________________________________
 LG1094* NAD 83(1995) POSITION- 40 18 06.99159(N) 096 59 15.27227(W)   ADJUSTED
 LG1094  ______________________________________________________________________
 LG1094  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 LG1094  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 LG1094  HORZ ORDER      -  THIRD
 LG1094
 LG1094.The horizontal coordinates were established by classical geodetic methods
 LG1094.and adjusted by the National Geodetic Survey in August 1997.
 LG1094
 LG1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1094.GEOID18 height accuracy estimate available here.
 LG1094
 LG1094.Click photographs - Photos may exist for this station.
 LG1094
 LG1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1094
 LG1094. The following values were computed from the NAD 83(1995) position.
 LG1094
 LG1094;                    North         East     Units Scale Factor Converg.
 LG1094;SPC NE       -    56,491.677   756,022.642   MT  0.99987713   +1 59 46.8
 LG1094;SPC NE       -   185,339.78  2,480,384.28   sFT  0.99987713   +1 59 46.8
 LG1094;UTM  14      - 4,463,213.877   671,026.751   MT  0.99996007   +1 18 07.1
 LG1094
 LG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7102663213(NAD 83)
 LG1094
 LG1094                          SUPERSEDED SURVEY CONTROL
 LG1094
 LG1094  NAD 83(1986)-  40 18 06.99850(N)    096 59 15.27074(W) AD(       ) 3
 LG1094  NAD 27      -  40 18 06.99400(N)    096 59 14.16500(W) AD(       ) 3
 LG1094
 LG1094.Superseded values are not recommended for survey control.
 LG1094
 LG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1094.See file dsdata.pdf to determine how the superseded data were derived.
 LG1094
 LG1094_MARKER: 53 = ELEVATED TANK
 LG1094_MARK LOGO: CGS
 LG1094
 LG1094  HISTORY     - Date     Condition        Report By
 LG1094  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG1094  HISTORY     - 1935     GOOD             CGS
 LG1094  HISTORY     - 1947     GOOD             CGS
 LG1094  HISTORY     - 19840809 GOOD             NGS
 LG1094  HISTORY     - 20040531 GOOD             USPSQD
 LG1094
 LG1094                          STATION DESCRIPTION
 LG1094
 LG1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG1094'POINT OBSERVED UPON WAS FINIAL OF WATER TANK, PROBABLY MUNICIPAL
 LG1094'WATER SUPPLY.  TOWN WAS OFF SCHEME AND WAS NOT VISITED.
 LG1094'
 LG1094'OBSERVED UPON FROM STATIONS PLACEK, GIBSON, TURNER, HELVER,
 LG1094'AND GLAD.
 LG1094
 LG1094                          STATION RECOVERY (1935)
 LG1094
 LG1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG1094'RECOVERED IN GOOD CONDITION.
 LG1094
 LG1094                          STATION RECOVERY (1947)
 LG1094
 LG1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1094'THE TANK IS LOCATED AT THE SOUTH EDGE OF TOWN.  IT IS A FOUR
 LG1094'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS
 LG1094'ABOUT 100 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED SILVER
 LG1094'WITH THE LETTERS PLYMOUTH PAINTED IN BLACK ON THE NORTH SIDE.
 LG1094'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1094'IT IS IN THE NORTHEAST ANGLE OF A CROSS STREET.
 LG1094'
 LG1094'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG1094
 LG1094                          STATION RECOVERY (1984)
 LG1094
 LG1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1094'RECOVERED IN GOOD CONDITION.
 LG1094
 LG1094                          STATION RECOVERY (2004)
 LG1094
 LG1094'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1094'STATION FOUND GOOD. TANK IS EAST OF S. JEFFERSON STREET AND EAST OF E.
 LG1094'ENDICOTT STREET THAT DEAD ENDS AT S. JEFFERSON STREET WEST OF THE
 LG1094'TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1092 ***********************************************************************
 LG1092  DESIGNATION -  PLYMOUTH ST PAULS EVAN LUTH CH
 LG1092  PID         -  LG1092
 LG1092  STATE/COUNTY-  NE/JEFFERSON
 LG1092  COUNTRY     -  US
 LG1092  USGS QUAD   -  PLYMOUTH (2017)
 LG1092
 LG1092                         *CURRENT SURVEY CONTROL
 LG1092  ______________________________________________________________________
 LG1092* NAD 83(1995) POSITION- 40 18 22.38359(N) 096 59 29.00122(W)   ADJUSTED
 LG1092  ______________________________________________________________________
 LG1092  GEOID HEIGHT    -        -26.884 (meters)                     GEOID18
 LG1092  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LG1092  HORZ ORDER      -  THIRD
 LG1092
 LG1092.The horizontal coordinates were established by classical geodetic methods
 LG1092.and adjusted by the National Geodetic Survey in August 1997.
 LG1092
 LG1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1092.GEOID18 height accuracy estimate available here.
 LG1092
 LG1092.Click photographs - Photos may exist for this station.
 LG1092
 LG1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1092
 LG1092. The following values were computed from the NAD 83(1995) position.
 LG1092
 LG1092;                    North         East     Units Scale Factor Converg.
 LG1092;SPC NE       -    56,954.805   755,682.144   MT  0.99987559   +1 59 37.7
 LG1092;SPC NE       -   186,859.22  2,479,267.17   sFT  0.99987559   +1 59 37.7
 LG1092;UTM  14      - 4,463,681.135   670,691.862   MT  0.99995866   +1 17 58.7
 LG1092
 LG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7069163681(NAD 83)
 LG1092
 LG1092                          SUPERSEDED SURVEY CONTROL
 LG1092
 LG1092  NAD 83(1986)-  40 18 22.39053(N)    096 59 28.99969(W) AD(       ) 3
 LG1092  NAD 27      -  40 18 22.38300(N)    096 59 27.89200(W) AD(       ) 3
 LG1092
 LG1092.Superseded values are not recommended for survey control.
 LG1092
 LG1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1092.See file dsdata.pdf to determine how the superseded data were derived.
 LG1092
 LG1092_MARKER: 90 = CHURCH SPIRE
 LG1092
 LG1092  HISTORY     - Date     Condition        Report By
 LG1092  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1092  HISTORY     - 20040531 GOOD             USPSQD
 LG1092
 LG1092                          STATION DESCRIPTION
 LG1092
 LG1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1092'THE CHURCH SPIRE IS LOCATED IN THE NORTH EDGE OF PLYMOUTH,
 LG1092'75 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 125 FEET
 LG1092'EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD.  IT IS A
 LG1092'WHITE FRAME BUILDING WITH TWO SPIRES ON THE SOUTH END OF THE
 LG1092'BUILDING.  THE SPIRE IN THE SOUTHWEST CORNER OF THE BUILDING IS
 LG1092'THE LARGEST AND THE HIGHEST.  IT IS ABOUT 85 FEET HIGH AND
 LG1092'HAS A GOLD CROSS ON THE TOP.  THE POINT OBSERVED UPON WAS
 LG1092'THE TOP OF THE LARGEST SPIRE.
 LG1092
 LG1092                          STATION RECOVERY (2004)
 LG1092
 LG1092'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1092'STATION FOUND GOOD. THE NORTH-SOUTH GRAVEL ROAD IN THE 1947
 LG1092'DESCRIPTION IS NOW COUNTY ROAD 578 AVENUE.  THE CHURCH IS IN THE
 LG1092'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 4 AND COUNTY
 LG1092'ROAD 578 AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4174 ***********************************************************************
 AB4174  SACS        -  This is a Secondary Airport Control Station.
 AB4174  DESIGNATION -  PMV A
 AB4174  PID         -  AB4174
 AB4174  STATE/COUNTY-  NE/CASS
 AB4174  COUNTRY     -  US
 AB4174  USGS QUAD   -  MURRAY (2017)
 AB4174
 AB4174                         *CURRENT SURVEY CONTROL
 AB4174  ______________________________________________________________________
 AB4174* NAD 83(2011) POSITION- 40 56 49.53400(N) 095 54 57.76284(W)   ADJUSTED
 AB4174* NAD 83(2011) ELLIP HT-   337.502 (meters)        (06/27/12)   ADJUSTED
 AB4174* NAD 83(2011) EPOCH   -  2010.00
 AB4174* NAVD 88 ORTHO HEIGHT -   364.97  (meters)     1197.4   (feet) GPS OBS
 AB4174  ______________________________________________________________________
 AB4174  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4174  GEOID HEIGHT    -        -27.341 (meters)                     GEOID96
 AB4174  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 AB4174  NAD 83(2011) X  -   -497,286.949 (meters)                     COMP
 AB4174  NAD 83(2011) Y  - -4,799,002.197 (meters)                     COMP
 AB4174  NAD 83(2011) Z  -  4,158,208.291 (meters)                     COMP
 AB4174  LAPLACE CORR    -         -8.83  (seconds)                    DEFLEC18
 AB4174
 AB4174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4174  Standards:
 AB4174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4174  -------------------------------------------------------------------
 AB4174  NETWORK    0.40   1.02           0.19   0.12   0.52      0.00013817
 AB4174  -------------------------------------------------------------------
 AB4174  Click here for local accuracies and other accuracy information.
 AB4174
 AB4174.This mark is at Plattsmouth Municipal Airport (PMV)
 AB4174
 AB4174.The horizontal coordinates were established by GPS observations
 AB4174.and adjusted by the National Geodetic Survey in June 2012.
 AB4174
 AB4174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4174.been affixed to the stable North American tectonic plate. See 
 AB4174.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4174
 AB4174.The horizontal coordinates are valid at the epoch date displayed above
 AB4174.which is a decimal equivalence of Year/Month/Day.
 AB4174
 AB4174.The orthometric height was determined by GPS observations and a
 AB4174.high-resolution geoid model.
 AB4174
 AB4174.GPS derived orthometric heights for airport stations designated as
 AB4174.PACS or SACS are published to 2 decimal places.  This maintains
 AB4174.centimeter relative accuracy between the PACS and SACS.  It does
 AB4174.not indicate centimeter accuracy relative to other marks which are
 AB4174.part of the published vertical control network.
 AB4174
 AB4174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4174.GEOID18 height accuracy estimate available here.
 AB4174
 AB4174.Click photographs - Photos may exist for this station.
 AB4174
 AB4174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4174
 AB4174.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4174
 AB4174.The ellipsoidal height was determined by GPS observations
 AB4174.and is referenced to NAD 83.
 AB4174
 AB4174. The following values were computed from the NAD 83(2011) position.
 AB4174
 AB4174;                    North         East     Units Scale Factor Converg.
 AB4174;SPC NE       -   131,774.978   843,649.912   MT  0.99970582   +2 42 23.1
 AB4174;SPC NE       -   432,331.74  2,767,874.75   sFT  0.99970582   +2 42 23.1
 AB4174;UTM  15      - 4,536,979.290   254,544.994   MT  1.00034160   -1 54 43.3
 AB4174
 AB4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4174!SPC NE       -   0.99994706  x   0.99970582  =   0.99965290
 AB4174!UTM  15      -   0.99994706  x   1.00034160  =   1.00028864
 AB4174
 AB4174:                Primary Azimuth Mark                     Grid Az
 AB4174:SPC NE       -  CASEY                                    315 39 20.9
 AB4174:UTM  15      -  CASEY                                    320 16 27.3
 AB4174
 AB4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5454436979(NAD 83)
 AB4174
 AB4174|---------------------------------------------------------------------|
 AB4174| PID    Reference Object                     Distance      Geod. Az  |
 AB4174|                                                           dddmmss.s |
 AB4174| LF1476 CASEY                               484.248 METERS 3182144.0 |
 AB4174|---------------------------------------------------------------------|
 AB4174
 AB4174                          SUPERSEDED SURVEY CONTROL
 AB4174
 AB4174  NAD 83(2007)-  40 56 49.53400(N)    095 54 57.76341(W) AD(2002.00) 0
 AB4174  ELLIP H (02/10/07)  337.522  (m)                       GP(2002.00)    
 AB4174  ELLIP H (12/12/01)  337.508  (m)                       GP(       ) 3 2
 AB4174  NAD 83(1995)-  40 56 49.53392(N)    095 54 57.76276(W) AD(       ) 1
 AB4174  ELLIP H (08/07/98)  337.582  (m)                       GP(       ) 3 2
 AB4174
 AB4174.Superseded values are not recommended for survey control.
 AB4174
 AB4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4174.See file dsdata.pdf to determine how the superseded data were derived.
 AB4174
 AB4174_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4174_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4174_SP_SET: 5FT+DEEP STORM SEWER FOOTING
 AB4174_STAMPING: PMV A 1995
 AB4174_MARK LOGO: NGS
 AB4174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4174+STABILITY: SURFACE MOTION
 AB4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4174+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 AB4174
 AB4174  HISTORY     - Date     Condition        Report By
 AB4174  HISTORY     - 1995     MONUMENTED       NGS
 AB4174  HISTORY     - 19970812 GOOD             NGS
 AB4174
 AB4174                          STATION DESCRIPTION
 AB4174
 AB4174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4174'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHWEST OF
 AB4174'PLATTSMOUTH, 2.5 MI (4.0 KM) NORTH OF MURRAY, AT THE PLATTSMOUTH
 AB4174'MUNICIPAL AIRPORT.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506 MAIN
 AB4174'STREET, PLATTSMOUTH NE 68048.  AIRPORT MANAGER, SCOTT HOESER, PHONE
 AB4174'(402) 298-8468.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4174'HIGHWAYS 75, 34 EAST AND STATE HIGHWAY 66 WEST (IN WEST PLATTSMOUTH),
 AB4174'GO SOUTH ON U.S. HIGHWAYS 75/34 FOR 3.05 MI (4.91 KM) TO A GRAVEL ROAD
 AB4174'RIGHT, TURN RIGHT AND GO WEST ON CHURCH ROAD FOR 0.35 MI (0.56 KM) TO
 AB4174'A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOLLOWING THE AIRPORT
 AB4174'ENTRANCE ROAD FOR 0.35 MI (0.56 KM) TO THE TOP OF A HILL, AIRPORT
 AB4174'OFFICE ON RIGHT AND A GATE AHEAD, PASS THROUGH GATE, BEAR LEFT AND GO
 AB4174'SOUTHWEST ACROSS THE APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 AB4174'KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND GO SOUTH-SOUTHEAST ON THE
 AB4174'PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO A CONNECTOR TAXIWAY ON THE
 AB4174'RIGHT, TURN LEFT, THEN RIGHT AND GO SOUTH-SOUTHEAST FOLLOWING THE
 AB4174'PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY RIGHT,
 AB4174'CONTINUE AHEAD AND GO SOUTH-SOUTHEAST ON PARALLEL TAXIWAY FOR 0.05 MI
 AB4174'(0.08 KM) TO THE STATION ON RIGHT, SET INTO THE NORTHWEST CORNER OF A
 AB4174'4 FT (1.2 M) X 3 FT (0.9 M) X 5 FT (1.5 M) STORM SEWER DRAIN.  LOCATED
 AB4174'254.0 FT (77.4 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 46.8 FT (14.3
 AB4174'M) WEST-SOUTHWEST OF THE PARALLEL TAXIWAY CENTER AND 25.4 FT (7.7 M)
 AB4174'SOUTHWEST FROM A TAXIWAY MARKER. THIS STATION TO BE USED AS SACS.
 AB4174
 AB4174                          STATION RECOVERY (1997)
 AB4174
 AB4174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4174'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1091 ***********************************************************************
 ML1091  DESIGNATION -  POLE
 ML1091  PID         -  ML1091
 ML1091  STATE/COUNTY-  NE/HOWARD
 ML1091  COUNTRY     -  US
 ML1091  USGS QUAD   -  WOLBACH SW (2017)
 ML1091
 ML1091                         *CURRENT SURVEY CONTROL
 ML1091  ______________________________________________________________________
 ML1091* NAD 83(1995) POSITION- 41 17 06.75662(N) 098 26 58.43155(W)   ADJUSTED
 ML1091* NAVD 88 ORTHO HEIGHT -   592.    (meters)     1942.    (feet) SCALED
 ML1091  ______________________________________________________________________
 ML1091  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 ML1091  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 ML1091  HORZ ORDER      -  THIRD
 ML1091
 ML1091.The horizontal coordinates were established by classical geodetic methods
 ML1091.and adjusted by the National Geodetic Survey in August 1997.
 ML1091
 ML1091.The orthometric height was scaled from a topographic map.
 ML1091
 ML1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1091.GEOID18 height accuracy estimate available here.
 ML1091
 ML1091.Click photographs - Photos may exist for this station.
 ML1091
 ML1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1091
 ML1091. The following values were computed from the NAD 83(1995) position.
 ML1091
 ML1091;                    North         East     Units Scale Factor Converg.
 ML1091;SPC NE       -   162,359.409   629,831.922   MT  0.99966597   +1 01 38.9
 ML1091;SPC NE       -   532,674.16  2,066,373.56   sFT  0.99966597   +1 01 38.9
 ML1091;UTM  14      - 4,570,564.969   546,092.451   MT  0.99962615   +0 21 47.5
 ML1091
 ML1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1091!SPC NE       -   0.99991097  x   0.99966597  =   0.99957697
 ML1091!UTM  14      -   0.99991097  x   0.99962615  =   0.99953715
 ML1091
 ML1091:                Primary Azimuth Mark                     Grid Az
 ML1091:SPC NE       -  SANDY                                    103 41 58.2
 ML1091:UTM  14      -  SANDY                                    104 21 49.6
 ML1091
 ML1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4609270564(NAD 83)
 ML1091
 ML1091|---------------------------------------------------------------------|
 ML1091| PID    Reference Object                     Distance      Geod. Az  |
 ML1091|                                                           dddmmss.s |
 ML1091| ML1092 POLE 2                               11.828 METERS 09220     |
 ML1091| ML1075 SANDY                               APPROX.25.5 KM 1044337.1 |
 ML1091| CN9491 POLE AZ MK                                         1844105.8 |
 ML1091| CN9492 POLE RM 1                            26.873 METERS 22436     |
 ML1091| ML0162 ML 11                                30.094 METERS 31502     |
 ML1091|---------------------------------------------------------------------|
 ML1091
 ML1091                          SUPERSEDED SURVEY CONTROL
 ML1091
 ML1091  NAD 83(1986)-  41 17 06.76294(N)    098 26 58.43474(W) AD(       ) 3
 ML1091  NAD 27      -  41 17 06.71700(N)    098 26 57.18400(W) AD(       ) 3
 ML1091
 ML1091.Superseded values are not recommended for survey control.
 ML1091
 ML1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1091.See file dsdata.pdf to determine how the superseded data were derived.
 ML1091
 ML1091_MARKER: DS = TRIANGULATION STATION DISK
 ML1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1091
 ML1091  HISTORY     - Date     Condition        Report By
 ML1091  HISTORY     - 1950     MONUMENTED       CGS
 ML1091  HISTORY     - 1956     GOOD             CGS
 ML1091
 ML1091                          STATION DESCRIPTION
 ML1091
 ML1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1091'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL, ALONG
 ML1091'THE EAST SIDE OF U.S. HIGHWAY 281 AND AT THE SOUTH END OF A CURVE
 ML1091'IN THE HIGHWAY.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE
 ML1091'HIGHWAY, 8 FEET NORTH OF A TELEPHONE POLE AND 6 FEET SOUTHEAST
 ML1091'OF POWERLINE BRACE POLE WITH A TRIANGLE BLAZE.  THE MARK
 ML1091'PROJECTS 10 INCHES AND THE DISK IS STAMPED POLE 1950.
 ML1091'
 ML1091'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF A POWERLINE POLE, 29
 ML1091'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF
 ML1091'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 ML1091'DISK IS STAMPED POLE NO 1 1950.
 ML1091'
 ML1091'BENCH MARK, ML-11-21 (USBR) IS 68 FEET NORTH OF A POWERLINE
 ML1091'POLE, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 ML1091'WEST OF THE RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A WHITE
 ML1091'WITNESS POST.  THE MARK IS A U.S. BUREAU OF RECLAMATION BENCH
 ML1091'MARK SET IN AN 8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 ML1091'4 INCHES AND THE DISK IS STAMPED ML-11-21.
 ML1091'
 ML1091'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POLE
 ML1091'TO ML-11-21.  THE DISTANCE IS AS SHOWN ABOVE.
 ML1091'
 ML1091'TO REACH FROM THE JUNCTION OF HIGHWAYS 92 AND 281 AT THE
 ML1091'NORTHEAST EDGE OF ST. PAUL, TAKE THE RIGHT FORK AND GO NORTH
 ML1091'ON HIGHWAY 281 FOR 3.1 MILES TO BRIDGE OVER THE LOUP RIVER,
 ML1091'CONTINUE NORTH 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTH
 ML1091'ON HIGHWAY 281 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT OR WEST
 ML1091'SIDE OF THE ROAD, CONTINUE NORTH 0.2 MILE TO THE TOP OF THE
 ML1091'RIDGE AND THE STATION ON THE RIGHT OR EAST SIDE OF THE ROAD.
 ML1091'
 ML1091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1091
 ML1091                          STATION RECOVERY (1956)
 ML1091
 ML1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ML1091'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 ML1091'GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S. HIGHWAY 281
 ML1091'WILL DESTROY ALL THE MARKS EXCEPT THE AZIMUTH MARK.  THEY
 ML1091'WERE MOVED AND A NEW STATION, POLE 2, WAS ESTABLISHED.  FOR
 ML1091'DETAILS, SEE THE DESCRIPTION OF POLE 2 1956.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MO1028 ***********************************************************************
 MO1028  CBN         -  This is a Cooperative Base Network Control Station.
 MO1028  DESIGNATION -  POLE
 MO1028  PID         -  MO1028
 MO1028  STATE/COUNTY-  NE/KIMBALL
 MO1028  COUNTRY     -  US
 MO1028  USGS QUAD   -  PINE BLUFFS (2017)
 MO1028
 MO1028                         *CURRENT SURVEY CONTROL
 MO1028  ______________________________________________________________________
 MO1028* NAD 83(2011) POSITION- 41 12 21.88988(N) 104 00 29.00726(W)   ADJUSTED
 MO1028* NAD 83(2011) ELLIP HT-  1510.774 (meters)        (06/27/12)   ADJUSTED
 MO1028* NAD 83(2011) EPOCH   -  2010.00
 MO1028* NAVD 88 ORTHO HEIGHT -  1529.0   (meters)     5016.    (feet) GPS OBS
 MO1028  ______________________________________________________________________
 MO1028  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MO1028  GEOID HEIGHT    -        -17.821 (meters)                     GEOID93
 MO1028  GEOID HEIGHT    -        -18.309 (meters)                     GEOID18
 MO1028  NAD 83(2011) X  - -1,163,497.437 (meters)                     COMP
 MO1028  NAD 83(2011) Y  - -4,663,739.173 (meters)                     COMP
 MO1028  NAD 83(2011) Z  -  4,180,664.041 (meters)                     COMP
 MO1028  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 MO1028
 MO1028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MO1028  Standards:
 MO1028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MO1028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MO1028  -------------------------------------------------------------------
 MO1028  NETWORK    0.44   1.14           0.21   0.13   0.58     -0.06256389
 MO1028  -------------------------------------------------------------------
 MO1028  Click here for local accuracies and other accuracy information.
 MO1028
 MO1028.The horizontal coordinates were established by GPS observations
 MO1028.and adjusted by the National Geodetic Survey in June 2012.
 MO1028
 MO1028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MO1028.been affixed to the stable North American tectonic plate. See 
 MO1028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MO1028
 MO1028.The horizontal coordinates are valid at the epoch date displayed above
 MO1028.which is a decimal equivalence of Year/Month/Day.
 MO1028
 MO1028.The orthometric height was determined by GPS observations and a
 MO1028.high-resolution geoid model.
 MO1028
 MO1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 MO1028.GEOID18 height accuracy estimate available here.
 MO1028
 MO1028.Click photographs - Photos may exist for this station.
 MO1028
 MO1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1028
 MO1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 MO1028
 MO1028.The ellipsoidal height was determined by GPS observations
 MO1028.and is referenced to NAD 83.
 MO1028
 MO1028. The following values were computed from the NAD 83(2011) position.
 MO1028
 MO1028;                    North         East     Units Scale Factor Converg.
 MO1028;SPC NE       -   160,198.209   164,064.400   MT  0.99967221   -2 39 22.1
 MO1028;SPC NE       -   525,583.62    538,267.95   sFT  0.99967221   -2 39 22.1
 MO1028;SPC WY E     -    79,053.364   297,170.354   MT  1.00005366   +0 45 47.9
 MO1028;SPC WY E     -   259,360.91    974,966.40   sFT  1.00005366   +0 45 47.9
 MO1028;UTM  13      - 4,562,108.636   583,164.054   MT  0.99968512   +0 39 12.6
 MO1028
 MO1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1028!SPC NE       -   0.99976308  x   0.99967221  =   0.99943537
 MO1028!SPC WY E     -   0.99976308  x   1.00005366  =   0.99981673
 MO1028!UTM  13      -   0.99976308  x   0.99968512  =   0.99944828
 MO1028
 MO1028:                Primary Azimuth Mark                     Grid Az
 MO1028:SPC NE       -  POLE AZ MK                               007 51 06.1
 MO1028:SPC WY E     -  POLE AZ MK                               004 25 56.1
 MO1028:UTM  13      -  POLE AZ MK                               004 32 31.4
 MO1028
 MO1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8316462108(NAD 83)
 MO1028
 MO1028|---------------------------------------------------------------------|
 MO1028| PID    Reference Object                     Distance      Geod. Az  |
 MO1028|                                                           dddmmss.s |
 MO1028| CQ4653 POLE AZ MK                                         0051144.0 |
 MO1028| CQ4654 POLE RM 1                             4.142 METERS 09459     |
 MO1028| CQ4655 POLE RM 2                            11.675 METERS 26512     |
 MO1028|---------------------------------------------------------------------|
 MO1028
 MO1028                          SUPERSEDED SURVEY CONTROL
 MO1028
 MO1028  NAD 83(2007)-  41 12 21.88969(N)    104 00 29.00799(W) AD(2002.00) 0
 MO1028  ELLIP H (02/10/07) 1510.800  (m)                       GP(2002.00)    
 MO1028  ELLIP H (09/24/01) 1510.793  (m)                       GP(       ) 4 1
 MO1028  NAD 83(1995)-  41 12 21.88913(N)    104 00 29.00780(W) AD(       ) B
 MO1028  ELLIP H (06/25/96) 1510.824  (m)                       GP(       ) 1 1
 MO1028  NAD 83(1986)-  41 12 21.87878(N)    104 00 29.00597(W) AD(       ) 2
 MO1028  NAD 27      -  41 12 21.94870(N)    104 00 27.18560(W) AD(       ) 2
 MO1028
 MO1028.Superseded values are not recommended for survey control.
 MO1028
 MO1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1028.See file dsdata.pdf to determine how the superseded data were derived.
 MO1028
 MO1028_MARKER: DS = TRIANGULATION STATION DISK
 MO1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1028_STAMPING: POLE 1963
 MO1028_MARK LOGO: CGS
 MO1028_PROJECTION: RECESSED 37 CENTIMETERS
 MO1028_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MO1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1028+STABILITY: SURFACE MOTION
 MO1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1028+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2021
 MO1028
 MO1028  HISTORY     - Date     Condition        Report By
 MO1028  HISTORY     - 1963     MONUMENTED       CGS
 MO1028  HISTORY     - 19950516 GOOD             NGS
 MO1028  HISTORY     - 20211228 GOOD             NEGS
 MO1028
 MO1028                          STATION DESCRIPTION
 MO1028
 MO1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1028'THE STATION IS 6 MILES WEST AND 2 MILES SOUTH OF BUSHNELL
 MO1028'AND 3-1/2 MILES NORTHEAST OF PINE BLUFFS, IN THE NORTHEAST
 MO1028'CORNER OF THE NORTHEAST QUARTER OF SECTION 7, T 14 N, R 58 W,
 MO1028'AND ON THE SOUTH RIGHT-OF-WAY OF A SECTION-LINE ROAD.
 MO1028'
 MO1028'TO REACH THE STATION FROM THE RAILROAD CROSSING, ABOUT 300
 MO1028'FEET WEST OF THE UNION PACIFIC RAILROAD DEPOT IN BUSHNELL,
 MO1028'GO NORTH ON A GRAVEL ROAD FOR 0.3 MILE TO A CAUTION LIGHT AT
 MO1028'A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 4.6
 MO1028'MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE WEST FOR 0.95
 MO1028'MILE TO WHERE THE MAIN TRAVELED ROAD CURVES TO THE SOUTH.
 MO1028'TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 1.2 MILES TO THE
 MO1028'AZIMUTH MARK ON THE LEFT, ABOUT 50 YARDS EAST OF THE CENTER
 MO1028'OF THE ROAD.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.8 MILES
 MO1028'TO WHERE THE ROAD CURVES TO THE WEST, AND THE STATION ON THE
 MO1028'ROAD RIGHT-OF-WAY, 58 FEET SOUTH OF THE CENTER OF THE
 MO1028'CURVE.
 MO1028'
 MO1028'STATION MARKS ARE STANDARD DISKS STAMPED POLE 1963.  THE
 MO1028'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1028'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 14.5 FEET
 MO1028'WEST OF A CORNER FENCE POST, 3.5 FEET NORTH OF A FENCE, AND
 MO1028'3.3 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 MO1028'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 MO1028'THE SURFACE OF THE GROUND.
 MO1028'
 MO1028'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POLE NO 1 1963,
 MO1028'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 MO1028'ABOVE THE SURFACE OF THE GROUND.  IT IS 60 FEET SOUTH OF THE
 MO1028'CENTER OF THE CURVE OF THE GRAVEL ROAD, 15.5 FEET EAST OF
 MO1028'THE METAL WITNESS POST, AND 2 FEET NORTH OF THE CORNER FENCE
 MO1028'POST.
 MO1028'
 MO1028'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POLE NO 2 1963,
 MO1028'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 MO1028'THE SURFACE OF THE GROUND.  IT IS 36 FEET SOUTH OF THE CENTER
 MO1028'OF THE GRAVEL ROAD, AND 1 FOOT NORTH OF THE FENCE.
 MO1028'
 MO1028'AZIMUTH MARK, A STANDARD DISK STAMPED POLE 1963, IS CEMENTED
 MO1028'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 40 YARDS EAST
 MO1028'OF A NORTH-SOUTH FENCE, 5 FEET SOUTH OF A METAL WITNESS POST,
 MO1028'AND ON THE SOUTHEAST SLOPE OF A ROCKY RIDGE.
 MO1028'
 MO1028'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1028
 MO1028                          STATION RECOVERY (1995)
 MO1028
 MO1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MO1028'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF BUSHNELL, 3.5 MI
 MO1028'(5.6 KM) NORTHEAST OF PINE BLUFFS, WYOMING, 2.25 MI (3.62 KM) EAST OF
 MO1028'THE NEBRASKA-WYOMING STATE LINE, 1.0 MI (1.6 KM) NORTH OF INTERSTATE
 MO1028'HIGHWAY 80, ON COUNTY ROAD RIGHT-OF-WAY, AT A CURVE IN A ROAD AND AT
 MO1028'THE NORTHEAST CORNER, SEC7, T14N, R58W.  TO REACH THE MARK FROM WHERE
 MO1028'STATE ROAD 53B LINK CROSSES OVER INTERSTATE HIGHWAY 80, EXIT 1, ABOUT
 MO1028'1.0 MI (1.6 KM) EAST OF PINE BLUFFS WYOMING, GO NORTH ON ROAD 53B LINK
 MO1028'0.3 MI (0.5 KM) TO U.S. HIGHWAY 30 AND A RAILROAD TRACK. CONTINUE
 MO1028'NORTH ON COUNTY ROAD 1, WHICH IS GRAVELED, FOR 1.3 MI (2.1 KM) TO A
 MO1028'SIDE ROAD ON THE RIGHT, COUNTY ROAD 30.  TURN RIGHT AND GO EAST ON
 MO1028'ROAD 30, WHICH IS GRAVELED, FOR 2.0 MI (3.2 KM) TO A CURVE LEFT, AND
 MO1028'NORTH, AND THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 MO1028'ROUND CONCRETE MONUMENT THAT IS RECESSED 8 INCHES BELOW THE GROUND
 MO1028'SURFACE.  IT IS 40.0 FT (12.2 M) SOUTHEAST FROM THE CENTER OF THE
 MO1028'CURVE, 21.5 FT (6.6 M) SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD
 MO1028'WEST, 21.5 FT (6.6 M) WEST OF THE EXTENDED CENTERLINE OF THE ROAD
 MO1028'NORTH, 13.5 FT (4.1 M) WEST-NORTHWEST OF A FENCE CORNER POST, 3.5 FT
 MO1028'(1.1 M) NORTH OF AN EAST-WEST FENCE, 2.9 FT (0.9 M) SOUTHEAST OF A
 MO1028'FIBERGLASS WITNESS POST, AND 3.0 FT (0.9 M) NORTHEAST OF A METAL
 MO1028'WITNESS POST.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 MO1028
 MO1028                          STATION RECOVERY (2021)
 MO1028
 MO1028'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 MO1028'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND COUNTY ROAD 17, AT
 MO1028'BUSHNELL, NE., GO NORTH ON COUNTY ROAD 17 FOR 0.38 MI (0.61 KM) TO
 MO1028'COUNTY ROAD 34.  TURN LEFT AND GO WEST ON CO. ROAD 34 FOR 6.0 MI (9.7
 MO1028'KM) TO COUNTY ROAD 5.  TURN LEFT AND GO SOUTH ON CO. ROAD 5 FOR 2 MI
 MO1028'(3.2 KM) TO T INTERSECTION WITH A CURVE TO THE WEST (COUNTY ROAD 30)
 MO1028'AND FIELD DRIVE TO THE EAST.
 MO1028'
 MO1028'THE STATION IS SOUTH OF THE T INTERSECTION, 40.0 FT (12.2 M) SOUTHEAST
 MO1028'OF THE CENTER OF THE CURVE, 21.5 FT (6.6 M) SOUTH OF THE EXTENDED
 MO1028'CENTERLINE OF COUNTY ROAD 30 (WEST), 21.5 FT (6.6 M) WEST OF THE
 MO1028'EXTENDED CENTERLINE OF COUNTY ROAD 5 (NORTH), 13.5 FT (4.1 M)
 MO1028'WEST-NORTHWEST OF A CORNER FENCE POST, 3.5 FT (1.1 M) NORTH OF AN EAST
 MO1028'TO WEST FENCE LINE, 2.9 FT (0.9 M) SOUTHEAST OF A BROKEN FIBERGLASS
 MO1028'WITNESS POST THAT PROJECTS 0.1 FT (3 CM) ABOVE GROUND AND 3.0 FT (0.9
 MO1028'M) NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1092 ***********************************************************************
 ML1092  DESIGNATION -  POLE 2
 ML1092  PID         -  ML1092
 ML1092  STATE/COUNTY-  NE/HOWARD
 ML1092  COUNTRY     -  US
 ML1092  USGS QUAD   -  WOLBACH SW (2017)
 ML1092
 ML1092                         *CURRENT SURVEY CONTROL
 ML1092  ______________________________________________________________________
 ML1092* NAD 83(1995) POSITION- 41 17 06.74097(N) 098 26 57.92368(W)   NO CHECK
 ML1092* NAVD 88 ORTHO HEIGHT -   592.    (meters)     1942.    (feet) SCALED
 ML1092  ______________________________________________________________________
 ML1092  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 ML1092  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 ML1092  HORZ ORDER      -  THIRD
 ML1092
 ML1092.The horizontal coordinates were established by classical geodetic methods
 ML1092.and adjusted by the National Geodetic Survey in August 1997.
 ML1092
 ML1092.No horizontal observational check was made to the station.
 ML1092
 ML1092.The orthometric height was scaled from a topographic map.
 ML1092
 ML1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1092.GEOID18 height accuracy estimate available here.
 ML1092
 ML1092.Click photographs - Photos may exist for this station.
 ML1092
 ML1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1092
 ML1092. The following values were computed from the NAD 83(1995) position.
 ML1092
 ML1092;                    North         East     Units Scale Factor Converg.
 ML1092;SPC NE       -   162,359.138   629,843.743   MT  0.99966597   +1 01 39.2
 ML1092;SPC NE       -   532,673.27  2,066,412.35   sFT  0.99966597   +1 01 39.2
 ML1092;UTM  14      - 4,570,564.561   546,104.268   MT  0.99962616   +0 21 47.8
 ML1092
 ML1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1092!SPC NE       -   0.99991097  x   0.99966597  =   0.99957697
 ML1092!UTM  14      -   0.99991097  x   0.99962616  =   0.99953716
 ML1092
 ML1092:                Primary Azimuth Mark                     Grid Az
 ML1092:SPC NE       -  POLE AZ MK                               185 47 09.0
 ML1092:UTM  14      -  POLE AZ MK                               186 27 00.4
 ML1092
 ML1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4610470564(NAD 83)
 ML1092
 ML1092|---------------------------------------------------------------------|
 ML1092| PID    Reference Object                     Distance      Geod. Az  |
 ML1092|                                                           dddmmss.s |
 ML1092| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX. 7.8 KM 1850320.8 |
 ML1092| CN9491 POLE AZ MK                                         1864848.2 |
 ML1092| CN9493 POLE 2 RM 2                          40.264 METERS 23841     |
 ML1092| ML1091 POLE                                 11.828 METERS 27220     |
 ML1092| ML0161 ML 11 21 RESET                                     29837     |
 ML1092|---------------------------------------------------------------------|
 ML1092
 ML1092                          SUPERSEDED SURVEY CONTROL
 ML1092
 ML1092  NAD 83(1986)-  41 17 06.74729(N)    098 26 57.92687(W) AD(       ) 3
 ML1092  NAD 27      -  41 17 06.70100(N)    098 26 56.67600(W) AD(       ) 3
 ML1092
 ML1092.Superseded values are not recommended for survey control.
 ML1092
 ML1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1092.See file dsdata.pdf to determine how the superseded data were derived.
 ML1092
 ML1092_MARKER: DS = TRIANGULATION STATION DISK
 ML1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1092
 ML1092  HISTORY     - Date     Condition        Report By
 ML1092  HISTORY     - 1956     MONUMENTED       CGS
 ML1092  HISTORY     - 1958     GOOD             CGS
 ML1092
 ML1092                          STATION DESCRIPTION
 ML1092
 ML1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ML1092'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL ON THE
 ML1092'EAST SIDE OF U.S. HIGHWAY 281, 177 FEET SOUTH OF A TELEPHONE
 ML1092'POLE AT A FIELD ENTRANCE, 130 FEET NORTH OF A TELEPHONE POLE,
 ML1092'AND 60 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281.  THE MARK
 ML1092'PROJECTS 2 INCHES AND THE DISK IS STAMPED POLE 2 1956.
 ML1092'
 ML1092'REFERENCE MARK NO. 2 IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 ML1092'281 AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND
 ML1092'THE DISK IS STAMPED POLE 2 NO 2 1956.
 ML1092'
 ML1092'BENCH MARK, ML-11-21 (USBR) WAS USED AS THE OTHER REFERENCE MARK.
 ML1092'IT IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281 AND IN A
 ML1092'FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND IS A U.S.
 ML1092'BUREAU OF RECLAMATION BENCH MARK SET IN AN 8 X 8 INCH SQUARE
 ML1092'CONCRETE POST AND THE DISK IS STAMPED ML-11-21.
 ML1092'
 ML1092'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POLE 2
 ML1092'TO ML-11-21.  THE DISTANCE IS SHOWN ABOVE.*
 ML1092'
 ML1092'THE AZIMUTH MARK IS 75 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 ML1092'281 IN A FENCELINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 ML1092'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 ML1092'IS STAMPED POLE 1950.
 ML1092'
 ML1092'USC AND GS BENCH MARK C-306 WHICH MAY BE USED AS AN AZIMUTH MARK
 ML1092'IS 90 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281, 73 FEET
 ML1092'NORTHEAST OF A POWER POLE, 26 FEET SOUTHEAST OF A FENCE CORNER,
 ML1092'15 FEET EAST OF A FENCE, 14 FEET SOUTHWEST OF A ROAD LEADING
 ML1092'NORTHWEST TO FARM RESIDENCE, AND 2 FEET SOUTHEAST OF A WITNESS
 ML1092'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED C
 ML1092'306 1950.
 ML1092'
 ML1092'TO REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO EAST
 ML1092'ON MAIN ST. FOR 0.3 MILE TO U.S. HIGHWAY 281.  TURN LEFT AND
 ML1092'GO NORTH ON U.S. HIGHWAY 281 FOR 4.8 MILES TO THE AZIMUTH MARK
 ML1092'ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 0.2 MILE
 ML1092'TO THE TOP OF RIDGE AT A POINT WHERE THE HIGHWAY CURVES TO THE
 ML1092'LEFT OF NORTH SLIGHTLY AND STATION POLE 2 ON THE RIGHT OR EAST
 ML1092'SIDE OF THE HIGHWAY AS DESCRIBED.
 ML1092'
 ML1092'TO REACH BENCH MARK C-306 1950 FROM THE STATION, GO NORTH-NORTHWEST
 ML1092'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ML1092'
 ML1092'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1092
 ML1092                          STATION RECOVERY (1958)
 ML1092
 ML1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1092'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE WAS
 ML1092'NO DESCRIPTION AVAILABLE FOR THIS STATION.  THE REFERENCE MARKS
 ML1092'AND AZIMUTH MARK WERE SEARCHED FOR AND NOT FOUND.  A FOUR FOOT
 ML1092'OBSERVING STAND IS STILL IN PLACE OVER THE MARK.  PRESUMABLY THE
 ML1092'MARK IS RESET DUE TO WIDENING OF U.S. HIGHWAY 281.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1925 ***********************************************************************
 MK1925  DESIGNATION -  POLK
 MK1925  PID         -  MK1925
 MK1925  STATE/COUNTY-  NE/POLK
 MK1925  COUNTRY     -  US
 MK1925  USGS QUAD   -  POLK (2017)
 MK1925
 MK1925                         *CURRENT SURVEY CONTROL
 MK1925  ______________________________________________________________________
 MK1925* NAD 83(1995) POSITION- 41 04 54.64715(N) 097 47 23.31961(W)   ADJUSTED
 MK1925* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 MK1925  ______________________________________________________________________
 MK1925  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 MK1925  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 MK1925  HORZ ORDER      -  THIRD
 MK1925
 MK1925.The horizontal coordinates were established by classical geodetic methods
 MK1925.and adjusted by the National Geodetic Survey in August 1997.
 MK1925
 MK1925.The orthometric height was scaled from a topographic map.
 MK1925
 MK1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1925.GEOID18 height accuracy estimate available here.
 MK1925
 MK1925.Click photographs - Photos may exist for this station.
 MK1925
 MK1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1925
 MK1925. The following values were computed from the NAD 83(1995) position.
 MK1925
 MK1925;                    North         East     Units Scale Factor Converg.
 MK1925;SPC NE       -   140,990.557   685,645.866   MT  0.99968581   +1 27 52.9
 MK1925;SPC NE       -   462,566.52  2,249,489.81   sFT  0.99968581   +1 27 52.9
 MK1925;UTM  14      - 4,548,548.385   601,653.788   MT  0.99972718   +0 47 43.2
 MK1925
 MK1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1925!SPC NE       -   0.99992008  x   0.99968581  =   0.99960591
 MK1925!UTM  14      -   0.99992008  x   0.99972718  =   0.99964728
 MK1925
 MK1925:                Primary Azimuth Mark                     Grid Az
 MK1925:SPC NE       -  POLK 2 AZ MK                             206 49 32.9
 MK1925:UTM  14      -  POLK 2 AZ MK                             207 29 42.6
 MK1925
 MK1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0165348548(NAD 83)
 MK1925
 MK1925|---------------------------------------------------------------------|
 MK1925| PID    Reference Object                     Distance      Geod. Az  |
 MK1925|                                                           dddmmss.s |
 MK1925| CN9494 POLK AZ MK                                         0021657.7 |
 MK1925| CN9495 POLK RM 1                            26.643 METERS 06132     |
 MK1925| MK1926 POLK 2                               37.227 METERS 06420     |
 MK1925| CN9496 POLK RM 2                            28.060 METERS 12206     |
 MK1925| MK1924 POLK MUNICIPAL TANK                 APPROX. 1.2 KM 1533325.2 |
 MK1925| CN9497 POLK 2 AZ MK                                       2081725.8 |
 MK1925| MK1927 HORDVILLE MUNICIPAL TANK            APPROX. 8.2 KM 2680237.2 |
 MK1925| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX. 8.2 KM 2692904.0 |
 MK1925|---------------------------------------------------------------------|
 MK1925
 MK1925                          SUPERSEDED SURVEY CONTROL
 MK1925
 MK1925  NAD 83(1986)-  41 04 54.65532(N)    097 47 23.32301(W) AD(       ) 3
 MK1925  NAD 27      -  41 04 54.60600(N)    097 47 22.11800(W) AD(       ) 3
 MK1925
 MK1925.Superseded values are not recommended for survey control.
 MK1925
 MK1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1925.See file dsdata.pdf to determine how the superseded data were derived.
 MK1925
 MK1925_MARKER: DS = TRIANGULATION STATION DISK
 MK1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1925_STAMPING: POLK 1950
 MK1925_MARK LOGO: CGS
 MK1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1925+STABILITY: SURFACE MOTION
 MK1925
 MK1925  HISTORY     - Date     Condition        Report By
 MK1925  HISTORY     - 1950     MONUMENTED       CGS
 MK1925  HISTORY     - 1971     GOOD             NGS
 MK1925
 MK1925                          STATION DESCRIPTION
 MK1925
 MK1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1925'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE TOWN
 MK1925'OF POLK, ALONG THE WEST SIDE OF A GRAVELED ROAD AND JUST
 MK1925'OPPOSITE A FARM HOME.  IT IS 39 FEET WEST OF THE CENTERLINE
 MK1925'OF THE GRAVELED ROAD, 8 FEET NORTH-NORTHEAST OF A POWERLINE
 MK1925'POLE WITH A TRIANGLE BLAZE, 5 FEET NORTH OF A WITNESS POST
 MK1925'AND 2 FEET EAST OF RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4
 MK1925'INCHES AND THE DISK IS STAMPED POLK 1950.
 MK1925'
 MK1925'REFERENCE MARK NO. 1 IS 72.5 FEET NORTH OF THE NORTH GATE
 MK1925'POST OF DRIVEWAY, 39 FEET EAST OF THE CENTERLINE OF THE
 MK1925'GRAVELED ROAD AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 MK1925'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POLK NO 1 1950.
 MK1925'
 MK1925'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE CENTERLINE OF
 MK1925'THE GRAVELED ROAD, 10 FEET SOUTH OF THE CENTERLINE OF THE FARM
 MK1925'DRIVEWAY AND 2 FEET SOUTHWEST OF THE SOUTH GATE POST OF THE
 MK1925'DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MK1925'POLK NO 2 1950.
 MK1925'
 MK1925'AZIMUTH MARK IS 40 FEET EAST OF THE CENTERLINE OF A GRAVELED
 MK1925'ROAD, 7 FEET SOUTH OF A TELEPHONE POLE AND 2.5 FEET WEST OF A
 MK1925'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MK1925'STAMPED POLK 1950.
 MK1925'
 MK1925'TO REACH FROM THE POST OFFICE IN POLK, GO SOUTH 1 BLOCK TO
 MK1925'HIGHWAY 66, TURN RIGHT (WEST) 0.3 MILE TO CROSS STREETS, TURN
 MK1925'RIGHT (NORTH) ON A GRAVELED ROAD 0.45 MILE TO TOP OF GRADE
 MK1925'AND THE STATION ON THE LEFT AND A FARM HOME ON THE RIGHT.
 MK1925'
 MK1925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.35 MILE
 MK1925'TO THE MARK ON THE RIGHT.
 MK1925'
 MK1925'A 50 FT. SIGNAL AT HORDVILLE AND WILLITS IS V.G.
 MK1925'
 MK1925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1925
 MK1925                          STATION RECOVERY (1971)
 MK1925
 MK1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1925'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 MK1925'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MK1925'AZIMUTH MARK WAS FOUND DESTROYED.  THE DISTANCE TO REFERENCE
 MK1925'MARK NO. 1 FAILED TO CHECK BY 0.06 FEET AND THE DIRECTION
 MK1925'MISSED BY 1 MINUTE AND 48 SECONDS.  THE DISTANCE TO REFERENCE
 MK1925'MARK NO. 2 FAILED TO CHECK BY 0.07 FEET BUT THE DIRECTION
 MK1925'WAS VERIFIED.  THE DIRECTION TO THE INTERSECTION STATIONS
 MK1925'WERE VERIFIED.  AT THE REQUEST OF THE NEBRASKA STATE HIGHWAY
 MK1925'DEPARTMENT, THE STATION MARK, REFERENCE MARK NO. 1, AND
 MK1925'REFERENCE MARK NO. 2 WERE MOVED ACROSS THE ROAD EAST OF THE
 MK1925'ORIGINAL SITE OF THE MARKS.
 MK1925'
 MK1925'POLK 2 WAS ESTABLISHED.  FOR FURTHER INFORMATION SEE THE DESCRIPTION
 MK1925'FOR POLK 2 1971.
 MK1925'
 MK1925'DIFFERENCE IN ELEVATION FROM POLK 1950 TO POLK 2 IS -0.425 METERS.
 MK1925'
 MK1925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 MK1925'MILE NNW OF POLK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1926 ***********************************************************************
 MK1926  DESIGNATION -  POLK 2
 MK1926  PID         -  MK1926
 MK1926  STATE/COUNTY-  NE/POLK
 MK1926  COUNTRY     -  US
 MK1926  USGS QUAD   -  POLK (2017)
 MK1926
 MK1926                         *CURRENT SURVEY CONTROL
 MK1926  ______________________________________________________________________
 MK1926* NAD 83(1995) POSITION- 41 04 55.16986(N) 097 47 21.88213(W)   NO CHECK
 MK1926* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 MK1926  ______________________________________________________________________
 MK1926  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 MK1926  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 MK1926  HORZ ORDER      -  THIRD
 MK1926
 MK1926.The horizontal coordinates were established by classical geodetic methods
 MK1926.and adjusted by the National Geodetic Survey in August 1997.
 MK1926
 MK1926.No horizontal observational check was made to the station.
 MK1926
 MK1926.The orthometric height was scaled from a topographic map.
 MK1926
 MK1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1926.GEOID18 height accuracy estimate available here.
 MK1926
 MK1926.Click photographs - Photos may exist for this station.
 MK1926
 MK1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1926
 MK1926. The following values were computed from the NAD 83(1995) position.
 MK1926
 MK1926;                    North         East     Units Scale Factor Converg.
 MK1926;SPC NE       -   141,007.529   685,678.986   MT  0.99968579   +1 27 53.8
 MK1926;SPC NE       -   462,622.20  2,249,598.47   sFT  0.99968579   +1 27 53.8
 MK1926;UTM  14      - 4,548,564.970   601,687.105   MT  0.99972726   +0 47 44.1
 MK1926
 MK1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1926!SPC NE       -   0.99992008  x   0.99968579  =   0.99960589
 MK1926!UTM  14      -   0.99992008  x   0.99972726  =   0.99964736
 MK1926
 MK1926:                Primary Azimuth Mark                     Grid Az
 MK1926:SPC NE       -  POLK 2 AZ MK                             208 20 34.4
 MK1926:UTM  14      -  POLK 2 AZ MK                             209 00 44.1
 MK1926
 MK1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0168748564(NAD 83)
 MK1926
 MK1926|---------------------------------------------------------------------|
 MK1926| PID    Reference Object                     Distance      Geod. Az  |
 MK1926|                                                           dddmmss.s |
 MK1926| CN9498 POLK 2 RM 3                           9.332 METERS 06732     |
 MK1926| CN9499 POLK 2 RM 4                          23.435 METERS 13848     |
 MK1926| CN9496 POLK RM 2                            32.510 METERS 19727     |
 MK1926| CN9497 POLK 2 AZ MK                                       2094828.2 |
 MK1926| MK1925 POLK                                 37.227 METERS 24420     |
 MK1926| MK1927 HORDVILLE MUNICIPAL TANK            APPROX. 8.3 KM 2675624.6 |
 MK1926| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX. 8.3 KM 2692229.4 |
 MK1926|---------------------------------------------------------------------|
 MK1926
 MK1926                          SUPERSEDED SURVEY CONTROL
 MK1926
 MK1926  NAD 83(1986)-  41 04 55.17803(N)    097 47 21.88554(W) AD(       ) 3
 MK1926  NAD 27      -  41 04 55.12872(N)    097 47 20.68066(W) AD(       ) 3
 MK1926
 MK1926.Superseded values are not recommended for survey control.
 MK1926
 MK1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1926.See file dsdata.pdf to determine how the superseded data were derived.
 MK1926
 MK1926_MARKER: DS = TRIANGULATION STATION DISK
 MK1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1926_STAMPING: POLK 2 1971
 MK1926_MARK LOGO: CGS
 MK1926_PROJECTION: FLUSH
 MK1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1926+STABILITY: SURFACE MOTION
 MK1926
 MK1926  HISTORY     - Date     Condition        Report By
 MK1926  HISTORY     - 1971     MONUMENTED       NGS
 MK1926
 MK1926                          STATION DESCRIPTION
 MK1926
 MK1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1926'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH-NORTHWEST OF
 MK1926'POLK AND ON THE EAST SIDE OF A SURFACED ROAD.
 MK1926'
 MK1926'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 MK1926'HIGHWAY 66 IN POLK, GO WEST ON STATE HIGHWAY 66 FOR 0.3 MILE
 MK1926'TO A CROSSROAD.  (CONTINUE WEST ON STATE HIGHWAY 66 FOR 0.3
 MK1926'MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE LEFT.)
 MK1926'TURN RIGHT AND GO NORTH ON A SURFACED ROAD FOR 0.45 MILE
 MK1926'TO A FARMHOUSE AND THE STATION ON THE RIGHT.
 MK1926'
 MK1926'STATION MARKS ARE STANDARD DISKS STAMPED POLK 2 1971.  THE
 MK1926'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1926'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 101 FEET
 MK1926'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 93
 MK1926'FEET NORTH OF THE CENTER OF A DRIVEWAY, 73 FEET EAST OF THE
 MK1926'CENTER OF A SURFACED ROAD, AND 11 FEET SOUTH OF THE SOUTH
 MK1926'ROW OF CEDAR TREES.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 MK1926'AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE SURFACE OF
 MK1926'THE GROUND.
 MK1926'
 MK1926'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED POLK 2 NO. 3 1971,
 MK1926'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 MK1926'THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTHWEST OF THE
 MK1926'NORTHWEST CORNER OF THE HOUSE, 5 FEET EAST OF A CEDAR TREE,
 MK1926'AND 5 FEET WEST OF ANOTHER CEDAR TREE.
 MK1926'
 MK1926'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED POLK 2 NO. 4 1971,
 MK1926'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 MK1926'THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST-SOUTHWEST OF THE
 MK1926'SOUTHWEST CORNER OF THE HOUSE, 36 FEET NORTH OF THE CENTER OF THE
 MK1926'DRIVEWAY, AND 1 FOOT NORTH OF A POWERLINE POLE WITH A
 MK1926'TRANSFORMER.
 MK1926'
 MK1926'AZIMUTH MARK, A STANDARD DISK STAMPED POLK 2 1971, IS SET IN
 MK1926'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK1926'IT IS 58 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 66, 27
 MK1926'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 11.5 FEET
 MK1926'EAST OF THE WEST BRACE POST AT THE EAST SIDE OF THE FIELD
 MK1926'ENTRANCE, 1 FOOT NORTH OF AN EAST-WEST FENCE, AND 1 FOOT EAST
 MK1926'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1924 ***********************************************************************
 MK1924  DESIGNATION -  POLK MUNICIPAL TANK
 MK1924  PID         -  MK1924
 MK1924  STATE/COUNTY-  NE/POLK
 MK1924  COUNTRY     -  US
 MK1924  USGS QUAD   -  POLK (2017)
 MK1924
 MK1924                         *CURRENT SURVEY CONTROL
 MK1924  ______________________________________________________________________
 MK1924* NAD 83(1995) POSITION- 41 04 20.05809(N) 097 47 00.58848(W)   ADJUSTED
 MK1924  ______________________________________________________________________
 MK1924  GEOID HEIGHT    -        -25.702 (meters)                     GEOID18
 MK1924  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 MK1924  HORZ ORDER      -  THIRD
 MK1924
 MK1924.The horizontal coordinates were established by classical geodetic methods
 MK1924.and adjusted by the National Geodetic Survey in August 1997.
 MK1924
 MK1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1924.GEOID18 height accuracy estimate available here.
 MK1924
 MK1924.Click photographs - Photos may exist for this station.
 MK1924
 MK1924.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1924
 MK1924. The following values were computed from the NAD 83(1995) position.
 MK1924
 MK1924;                    North         East     Units Scale Factor Converg.
 MK1924;SPC NE       -   139,937.792   686,203.458   MT  0.99968705   +1 28 07.9
 MK1924;SPC NE       -   459,112.57  2,251,319.18   sFT  0.99968705   +1 28 07.9
 MK1924;UTM  14      - 4,547,489.132   602,199.064   MT  0.99972855   +0 47 57.6
 MK1924
 MK1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0219947489(NAD 83)
 MK1924
 MK1924                          SUPERSEDED SURVEY CONTROL
 MK1924
 MK1924  NAD 83(1986)-  41 04 20.06602(N)    097 47 00.59147(W) AD(       ) 3
 MK1924  NAD 27      -  41 04 20.01000(N)    097 46 59.38200(W) AD(       ) 3
 MK1924
 MK1924.Superseded values are not recommended for survey control.
 MK1924
 MK1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1924.See file dsdata.pdf to determine how the superseded data were derived.
 MK1924
 MK1924_MARKER: 53 = ELEVATED TANK
 MK1924
 MK1924  HISTORY     - Date     Condition        Report By
 MK1924  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1924  HISTORY     - 20040809 GOOD             USPSQD
 MK1924
 MK1924                          STATION DESCRIPTION
 MK1924
 MK1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1924'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE TOWN OF POLK.
 MK1924'IT IS A FOUR LEGGED STEEL STRUCTURE WITH THE TANK PAINTED SILVER
 MK1924'AND THE LEGS BLACK.  THE TANK IS APPROXIMATELY 125 FEET HIGH.
 MK1924'
 MK1924'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 MK1924'
 MK1924'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY
 MK1924'66, GO SOUTH ALONG THE WEST SIDE OF THE CITY PARK FOR 3-1/2 BLOCKS
 MK1924'TO THE STATION ON THE LEFT.
 MK1924
 MK1924                          STATION RECOVERY (2004)
 MK1924
 MK1924'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1924'STATION FOUND GOOD. TANK IS SOUTH OF U.S. HIGHWAY 92.  SOUTH OF SIOUX
 MK1924'AVENUE, EAST OF S. MAIN STREET, IN THE SOUTHEAST CORNER OF THE
 MK1924'INTERSECTION OF SIOUX AND S. MAIN STREETS. TANK IS SILVER WITH AN AQUA
 MK1924'ROOF AND BLACK LETTERS POLK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1083 ***********************************************************************
 ML1083  DESIGNATION -  POMPEY
 ML1083  PID         -  ML1083
 ML1083  STATE/COUNTY-  NE/HOWARD
 ML1083  COUNTRY     -  US
 ML1083  USGS QUAD   -  SAINT PAUL SW (2017)
 ML1083
 ML1083                         *CURRENT SURVEY CONTROL
 ML1083  ______________________________________________________________________
 ML1083* NAD 83(1995) POSITION- 41 06 25.48865(N) 098 27 17.50774(W)   ADJUSTED
 ML1083* NAVD 88 ORTHO HEIGHT -   602.    (meters)     1975.    (feet) SCALED
 ML1083  ______________________________________________________________________
 ML1083  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 ML1083  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 ML1083  HORZ ORDER      -  FIRST
 ML1083
 ML1083.The horizontal coordinates were established by classical geodetic methods
 ML1083.and adjusted by the National Geodetic Survey in August 1997.
 ML1083
 ML1083.The orthometric height was scaled from a topographic map.
 ML1083
 ML1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1083.GEOID18 height accuracy estimate available here.
 ML1083
 ML1083.Click photographs - Photos may exist for this station.
 ML1083
 ML1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1083
 ML1083. The following values were computed from the NAD 83(1995) position.
 ML1083
 ML1083;                    North         East     Units Scale Factor Converg.
 ML1083;SPC NE       -   142,578.374   629,741.652   MT  0.99968267   +1 01 26.2
 ML1083;SPC NE       -   467,775.88  2,066,077.40   sFT  0.99968267   +1 01 26.2
 ML1083;UTM  14      - 4,550,787.255   545,772.651   MT  0.99962579   +0 21 30.3
 ML1083
 ML1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1083!SPC NE       -   0.99990942  x   0.99968267  =   0.99959212
 ML1083!UTM  14      -   0.99990942  x   0.99962579  =   0.99953525
 ML1083
 ML1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4577250787(NAD 83)
 ML1083
 ML1083                          SUPERSEDED SURVEY CONTROL
 ML1083
 ML1083  NAD 83(1986)-  41 06 25.49694(N)    098 27 17.51047(W) AD(       ) 1
 ML1083  NAD 27      -  41 06 25.44700(N)    098 27 16.27300(W) AD(       ) 1
 ML1083  USSD        -  41 06 25.53000(N)    098 27 16.31900(W) AD(       ) 3
 ML1083
 ML1083.Superseded values are not recommended for survey control.
 ML1083
 ML1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1083.See file dsdata.pdf to determine how the superseded data were derived.
 ML1083
 ML1083_MARKER: V = STONE MONUMENT
 ML1083_SETTING: 0 = UNSPECIFIED SETTING
 ML1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1083
 ML1083  HISTORY     - Date     Condition        Report By
 ML1083  HISTORY     - 1899     MONUMENTED       CGS
 ML1083  HISTORY     - 1927     SEE DESCRIPTION  CGS
 ML1083  HISTORY     - 1934     SEE DESCRIPTION  NEGS
 ML1083  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1083  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1083  HISTORY     - 1950     SEE DESCRIPTION  CGS
 ML1083
 ML1083                          STATION DESCRIPTION
 ML1083
 ML1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1083'THIS STATION IS ON THE HIGHEST AND MOST PROMINENT SAND HILL OF
 ML1083'THE RANGE IN THE VALLEY OF THE LOUP RIVER, BETWEEN GRAND ISLAND
 ML1083'AND ST. PAUL, WHICH IS LOCALLY KNOWN AS MOUNT POMPEY (OR POMPEII).
 ML1083'IT IS NEAR THE CENTER OF THE TOP OF THE HILL, BUT NOT ON ITS
 ML1083'HIGHEST POINT.  IT IS NEAR THE SOUTHWEST CORNER OF SEC. 10,
 ML1083'T. 13 N., R. 10 W., ABOUT 7 MILES DUE SOUTH OF ST. PAUL, AND
 ML1083'ONE-HALF MILE SOUTH AND 4-1/2 MILES EAST OF DANNEBROG.  SURFACE
 ML1083'MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET
 ML1083'LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1083'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS
 ML1083'U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE
 ML1083'CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM
 ML1083'UPWARD AND WITH A SMALL DRILL HOLE IN THE BOTTOM.
 ML1083
 ML1083                          STATION RECOVERY (1927)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1083'THE SURFACE MARK WAS FOUND LYING ON TOP OF THE GROUND AND THE
 ML1083'SUB-SURFACE MARK COULD NOT BE RECOVERED.  THIS STATION WAS
 ML1083'ORIGINALLY ON A LARGE SAND DUNE AND IT HAD SHIFTED ENOUGH TO
 ML1083'DESTROY BOTH MARKS.
 ML1083
 ML1083                          STATION RECOVERY (1934)
 ML1083
 ML1083'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 ML1083'THIS STATION WAS REPORTED LOST IN 1927.
 ML1083
 ML1083                          STATION RECOVERY (1935)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1083'THE SURFACE MARK WS FOUND IN A BLOWOUT ON THE SOUTH SLOPE OF
 ML1083'THE LARGE SAND HILL KNOWN AS MOUNT POMPEY.  RESIDENTS OF THE
 ML1083'DISTRICT STATE THAT THE MARBLE POST HAS BEEN MOVED ABOUT
 ML1083'CONSIDERABLY BY FARMERS AND CURIO SEEKERS, EVEN HAVING BEEN
 ML1083'REMOVED ENTIRELY FROM THE HILL ON SOME OCCASIONS.  THE ENTIRE
 ML1083'SURFACE OF THE SAND HILL IS POCK-MARKED WITH SMALLER BLOWOUTS
 ML1083'SO THAT IS WAS IMPOSSIBLE TO DETERMINE JUST WHERE THE STATION
 ML1083'ORIGINALLY MIGHT HAVE BEEN.  THE LAND ON WHICH THE STATION WAS
 ML1083'LOCATED IS NOW OWNED BY R.L. REEDER, WHO LIVES ABOUT 1/4 MILE
 ML1083'NORTHWEST OF THE HILL.
 ML1083
 ML1083                          STATION RECOVERY (1935)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1083'STATION NOT RECOVERED.  ON THE HIGHEST AND MOST PROMINENT
 ML1083'SAND HILL IN THE VALLEY OF LOUP RIVER BETWEEN GRAND ISLAND AND
 ML1083'ST. PAUL.  SURFACE AND UNDERGROUND MARKS WERE NOT RECOVERED.  A
 ML1083'LARGE SAND DUNE ON WHICH THE STATION STOOD, HAS SHIFTED ENOUGH
 ML1083'TO DESTROY BOTH MARKS.  IT IS RECOMMENDED THAT THIS STATION
 ML1083'BE CONSIDERED LOST.
 ML1083
 ML1083                          STATION RECOVERY (1950)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1083'STATION NOT RECOVERED.  A SEARCH WAS MADE (USING A DISTANCE AND
 ML1083'DIRECTION FROM POMPEY 2 1950) BUT NO INDICATION OF THE SUB
 ML1083'SURFACE MARK COULD BE FOUND.
 ML1083'
 ML1083'THE INDICATED POSITION OF THE STATION WAS A SMALL GULLY ABOUT
 ML1083'12 FEET BELOW THE CREST OF BADLY ERODED SAND DUNE.
 ML1083'
 ML1083'THE SURFACE MARK WAS FOUND LYING ON TOP OF THE GROUND ABOUT
 ML1083'TWO HUNDRED FEET AWAY.  IT IS RECOMMENDED THAT THE STATION BE
 ML1083'CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1082 ***********************************************************************
 ML1082  DESIGNATION -  POMPEY 2
 ML1082  PID         -  ML1082
 ML1082  STATE/COUNTY-  NE/HOWARD
 ML1082  COUNTRY     -  US
 ML1082  USGS QUAD   -  SAINT PAUL SW (2017)
 ML1082
 ML1082                         *CURRENT SURVEY CONTROL
 ML1082  ______________________________________________________________________
 ML1082* NAD 83(1995) POSITION- 41 06 24.59868(N) 098 27 21.97881(W)   ADJUSTED
 ML1082* NAVD 88 ORTHO HEIGHT -   602.    (meters)     1975.    (feet) SCALED
 ML1082  ______________________________________________________________________
 ML1082  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 ML1082  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 ML1082  HORZ ORDER      -  SECOND
 ML1082
 ML1082.The horizontal coordinates were established by classical geodetic methods
 ML1082.and adjusted by the National Geodetic Survey in August 1997.
 ML1082
 ML1082.The orthometric height was scaled from a topographic map.
 ML1082
 ML1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1082.GEOID18 height accuracy estimate available here.
 ML1082
 ML1082.Click photographs - Photos may exist for this station.
 ML1082
 ML1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1082
 ML1082. The following values were computed from the NAD 83(1995) position.
 ML1082
 ML1082;                    North         East     Units Scale Factor Converg.
 ML1082;SPC NE       -   142,549.070   629,637.869   MT  0.99968270   +1 01 23.3
 ML1082;SPC NE       -   467,679.74  2,065,736.91   sFT  0.99968270   +1 01 23.3
 ML1082;UTM  14      - 4,550,759.159   545,668.539   MT  0.99962567   +0 21 27.4
 ML1082
 ML1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1082!SPC NE       -   0.99990942  x   0.99968270  =   0.99959215
 ML1082!UTM  14      -   0.99990942  x   0.99962567  =   0.99953513
 ML1082
 ML1082:                Primary Azimuth Mark                     Grid Az
 ML1082:SPC NE       -  ST PAUL MUNICIPAL STANDPIPE              358 22 09.3
 ML1082:UTM  14      -  ST PAUL MUNICIPAL STANDPIPE              359 02 05.2
 ML1082
 ML1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4566850759(NAD 83)
 ML1082
 ML1082|---------------------------------------------------------------------|
 ML1082| PID    Reference Object                     Distance      Geod. Az  |
 ML1082|                                                           dddmmss.s |
 ML1082| CN9501 POMPEY 2 RM 1                        18.111 METERS 16317     |
 ML1082| ML1081 CLEVELAND TWP KAC 37 ATT CO TR       98.919 METERS 18640     |
 ML1082| ML1100 CAIRO MUNICIPAL TANK                APPROX.17.2 KM 2271821.8 |
 ML1082| CN9500 POMPEY 2 AZ MK                                     2384957.7 |
 ML1082| ML0273 ML 11                                21.194 METERS 24946     |
 ML1082| ML1102 DANNEBROG MUNICIPAL TANK            APPROX. 7.6 KM 2790207.3 |
 ML1082| ML1107 FARWELL MUNICIPAL TANK              APPROX.18.5 KM 3094752.9 |
 ML1082| ML1087 ST PAUL REA RADIO MAST              APPROX.12.9 KM 3484130.6 |
 ML1082| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX.12.0 KM 3592332.6 |
 ML1082|---------------------------------------------------------------------|
 ML1082
 ML1082                          SUPERSEDED SURVEY CONTROL
 ML1082
 ML1082  NAD 83(1986)-  41 06 24.60613(N)    098 27 21.98161(W) AD(       ) 2
 ML1082  NAD 27      -  41 06 24.55600(N)    098 27 20.73400(W) AD(       ) 2
 ML1082
 ML1082.Superseded values are not recommended for survey control.
 ML1082
 ML1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1082.See file dsdata.pdf to determine how the superseded data were derived.
 ML1082
 ML1082_MARKER: DS = TRIANGULATION STATION DISK
 ML1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1082_STAMPING: POMPEY 2 1950
 ML1082_MARK LOGO: CGS
 ML1082_PROJECTION: FLUSH
 ML1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1082+STABILITY: SURFACE MOTION
 ML1082
 ML1082  HISTORY     - Date     Condition        Report By
 ML1082  HISTORY     - 1950     MONUMENTED       CGS
 ML1082
 ML1082                          STATION DESCRIPTION
 ML1082
 ML1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1082'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ST PAUL ON A HIGH SAND
 ML1082'HILL.  THIS IS IN THE IMMEDIATE VICINITY OF THE STATION POMPEY 1899.
 ML1082'A SEARCH WAS MADE FOR STATION POMPEY 1899 THROUGH AN INVERSE
 ML1082'COMPUTATION AND COULD NOT BE FOUND.  THE 1950 STATION IS LOCATED 115
 ML1082'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE BUILDING, 24 FEET
 ML1082'NORTH OF THE CENTERLINE OF A TRACK ROAD, 15 FEET WEST OF A FENCELINE
 ML1082'AND 15 FEET WEST SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS SET
 ML1082'FLUSH WITH THE GROUND AND THE DISK IS STAMPED POMPEY 2 1950.
 ML1082'
 ML1082'REFERENCE MARK NO. 1 IS 89 FEET WEST OF THE NORTHWEST CORNER OF A
 ML1082'WHITE BUILDING, 32 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 1
 ML1082'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ML1082'DISK IS STAMPED POMPEY 2 NO 1 1950.
 ML1082'
 ML1082'BM. ML-11-14 (USBR) WAS USED AS R.M. NO. 2.  IT IS A STANDARD U.S.
 ML1082'BUREAU RECLAMATION BENCH MARK DISK SET IN A 4 X 4 CONCRETE POST.  IT
 ML1082'IS 17 FEET NORTH OF A TRACK ROAD AND 2 FEET NORTHWEST OF A 2 X 4 WHITE
 ML1082'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 ML1082'STAMPED ML-11-14.
 ML1082'
 ML1082'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POMPEY 2
 ML1082'1950 TO BM. ML-11-14 (USBR)
 ML1082'
 ML1082'AZIMUTH MARK IS 53 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 4
 ML1082'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.
 ML1082'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED POMPEY 2
 ML1082'1950.
 ML1082'
 ML1082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 ML1082'ROUTE 92 ABOUT 2 MILES SOUTH OF ST. PAUL, GO SOUTH ON U.S. HIGHWAY 281
 ML1082'FOR 6.95 MILES TO STATE ROUTE 58.  TURN RIGHT (WEST) ON STATE ROUTE 58
 ML1082'AND GO 4.6 MILES TO A GATE ON THE RIGHT SIDE OF ROAD.  PASS THROUGH
 ML1082'GATE (TO REACH AZIMUTH MARK FROM THIS POINT, GO WEST ALONG NORTH SIDE
 ML1082'OF FENCE FOR 0.1 MILE TO MARK AS DESCRIBED.) AND FOLLOW TRACK ROAD
 ML1082'NORTHEASTERLY UP HILL FOR 0.1 MILE TO STATION SITE AS DESCRIBED.
 ML1082'
 ML1082'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1287 ***********************************************************************
 MJ1287  DESIGNATION -  PON
 MJ1287  PID         -  MJ1287
 MJ1287  STATE/COUNTY-  NE/DOUGLAS
 MJ1287  COUNTRY     -  US
 MJ1287  USGS QUAD   -  LOVELAND (2018)
 MJ1287
 MJ1287                         *CURRENT SURVEY CONTROL
 MJ1287  ______________________________________________________________________
 MJ1287* NAD 83(1995) POSITION- 41 22 52.23625(N) 095 59 45.62449(W)   ADJUSTED
 MJ1287* NAVD 88 ORTHO HEIGHT -   391.    (meters)     1283.    (feet) SCALED
 MJ1287  ______________________________________________________________________
 MJ1287  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 MJ1287  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 MJ1287  HORZ ORDER      -  SECOND
 MJ1287
 MJ1287.The horizontal coordinates were established by classical geodetic methods
 MJ1287.and adjusted by the National Geodetic Survey in August 1997.
 MJ1287
 MJ1287.The orthometric height was scaled from a topographic map.
 MJ1287
 MJ1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1287.GEOID18 height accuracy estimate available here.
 MJ1287
 MJ1287.Click photographs - Photos may exist for this station.
 MJ1287
 MJ1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1287
 MJ1287. The following values were computed from the NAD 83(1995) position.
 MJ1287
 MJ1287;                    North         East     Units Scale Factor Converg.
 MJ1287;SPC NE       -   179,601.197   834,695.238   MT  0.99966095   +2 39 12.4
 MJ1287;SPC NE       -   589,241.59  2,738,495.96   sFT  0.99966095   +2 39 12.4
 MJ1287;UTM  15      - 4,585,404.811   249,473.858   MT  1.00037248   -1 58 53.7
 MJ1287;UTM  14      - 4,585,427.950   751,194.043   MT  1.00037661   +1 59 12.7
 MJ1287
 MJ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1287!SPC NE       -   0.99994306  x   0.99966095  =   0.99960403
 MJ1287!UTM  15      -   0.99994306  x   1.00037248  =   1.00031552
 MJ1287!UTM  14      -   0.99994306  x   1.00037661  =   1.00031965
 MJ1287
 MJ1287:                Primary Azimuth Mark                     Grid Az
 MJ1287:SPC NE       -  PON AZ MK                                101 04 21.4
 MJ1287:UTM  15      -  PON AZ MK                                105 42 27.5
 MJ1287:UTM  14      -  PON AZ MK                                101 44 21.1
 MJ1287
 MJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4947385404(NAD 83)
 MJ1287
 MJ1287|---------------------------------------------------------------------|
 MJ1287| PID    Reference Object                     Distance      Geod. Az  |
 MJ1287|                                                           dddmmss.s |
 MJ1287| MJ1471 NASHVILLE UNIDENT TWR                              05451     |
 MJ1287| MJ1472 PON AZ MK                                          1034333.8 |
 MJ1287| MJ1470 NASHVILLE UNIDENT MAST                             11038     |
 MJ1287| MJ1469 COUNCIL BLUFFS UNIDENT TANK                        12546     |
 MJ1287| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX. 7.3 KM 1812557.8 |
 MJ1287| MJ1473 PON RM 1                             27.034 METERS 18529     |
 MJ1287| MK1981 RADIO STA KOAD RAD MAST             APPROX. 7.7 KM 1863504.7 |
 MJ1287| MJ1474 PON RM 2                             38.009 METERS 28900     |
 MJ1287|---------------------------------------------------------------------|
 MJ1287
 MJ1287                          SUPERSEDED SURVEY CONTROL
 MJ1287
 MJ1287  NAD 83(1986)-  41 22 52.24332(N)    095 59 45.62510(W) AD(       ) 2
 MJ1287  NAD 27      -  41 22 52.25300(N)    095 59 44.57600(W) AD(       ) 2
 MJ1287
 MJ1287.Superseded values are not recommended for survey control.
 MJ1287
 MJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1287.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1287
 MJ1287_MARKER: DS = TRIANGULATION STATION DISK
 MJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1287_STAMPING: PON 1947
 MJ1287_MARK LOGO: CGS
 MJ1287_PROJECTION: FLUSH
 MJ1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1287+STABILITY: SURFACE MOTION
 MJ1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1287+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1982
 MJ1287
 MJ1287  HISTORY     - Date     Condition        Report By
 MJ1287  HISTORY     - 1947     MONUMENTED       CGS
 MJ1287  HISTORY     - 1947     GOOD             CGS
 MJ1287  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MJ1287  HISTORY     - 1961     GOOD             CGS
 MJ1287  HISTORY     - 1974     GOOD             NEDR
 MJ1287  HISTORY     - 1975     GOOD             NEDR
 MJ1287  HISTORY     - 19821004 GOOD             NGS
 MJ1287
 MJ1287                          STATION DESCRIPTION
 MJ1287
 MJ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1287'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF OMAHA,
 MJ1287'0.2 MILE EAST OF U.S. HIGHWAY 73 AND JUST EAST OF MR. WYNBERGHES
 MJ1287'HOUSE.  IT IS 78 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 MJ1287'WORK SHOP, 51 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE AND
 MJ1287'11 FEET EAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 MJ1287'AND THE DISK IS STAMPED PON 1947.
 MJ1287'
 MJ1287'REFERENCE MARK NO. 1 IS 88.94 FEET SOUTH OF THE STATION AND 48 FEET
 MJ1287'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  THE MARK PROJECTS
 MJ1287'4 INCHES AND THE DISK IS STAMPED PON 1947 NO 1.
 MJ1287'
 MJ1287'REFERENCE MARK NO. 2 IS 124.70 FEET WEST-NORTHWEST OF THE STATION,
 MJ1287'65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 19
 MJ1287'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK IS FLUSH
 MJ1287'WITH THE GROUND AND THE DISK IS STAMPED PON 1947 NO 2.
 MJ1287'
 MJ1287'AZIMUTH MARK IS ABOUT 0.2 MILE EAST-SOUTHEAST OF THE STATION,
 MJ1287'14 FEET SOUTHEAST OF FENCE CORNER FORMED BY LANE LEADING SOUTH
 MJ1287'FROM PASTURE, 5 FEET WEST-NORTHWEST OF A WITNESS POST AND 1 FOOT
 MJ1287'SOUTHWEST OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 MJ1287'IS STAMPED PON 1947.
 MJ1287'
 MJ1287'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 275, 75, 73 AND 6 AT
 MJ1287'THE CORNER OF 13TH AND DOUGLAS STREET IN OMAHA, GO NORTH AND WEST
 MJ1287'ON U.S. HIGHWAY 73 FOR 7.4 MILES TO THE JUNCTION OF STATE ROUTE 36,
 MJ1287'CONTINUE ON HIGHWAY 73 FOR 3.0 MILES TO FLOODS TAVERN ON THE
 MJ1287'RIGHT, CONTINUE ON FOR 0.4 MILE TO A PRIVATE ROAD RIGHT, TURN
 MJ1287'RIGHT UP HILL FOR 0.15 MILE TO MR. VAN WYNBERGHES HOUSE AND
 MJ1287'THE STATION.
 MJ1287'
 MJ1287'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH AND EAST AROUND
 MJ1287'NORTH EDGE OF FIELD FOR 0.15 MILE TO CORNER OF FIELD, TURN SOUTHEAST
 MJ1287'FOR 0.1 MILE TO GATE ON THE LEFT AND MARK AS DESCRIBED.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT HANNIBAL 1934 CAN BE SEEN FROM A 44 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT JOHANNES 1930 CAN BE SEEN FROM A 44 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT CONNER CAN BE SEEN FROM A 44 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT DIOCESE NO 2 CAN BE SEEN FROM A 60 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 4 FOOT SIGNAL AT 311 M.R.C. CAN BE SEEN FROM A 60 FOOT SIGNAL.
 MJ1287'
 MJ1287'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MJ1287
 MJ1287                          STATION RECOVERY (1947)
 MJ1287
 MJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ1287'RECOVERED IN GOOD CONDITION.
 MJ1287
 MJ1287                          STATION RECOVERY (1953)
 MJ1287
 MJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWO)
 MJ1287'REFERENCE MARKS NO 1 AND 2 WERE RECOVERED AS DESCRIBED.  THE
 MJ1287'STATION IS BELIVED TO BE DESTROYED.
 MJ1287'
 MJ1287'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION-
 MJ1287'MR LOUIS STIREK LIVES IN THE HOUSE MENTIONED IN THE ORIGINAL
 MJ1287'DESCRIPTION AND NOT MR. WYNBERGH.
 MJ1287'
 MJ1287'IN THE DIRECTIONS TO REACH THE STATION FLOODS TAVERN IS NOW
 MJ1287'OPERATED BY MR RYAN.
 MJ1287
 MJ1287                          STATION RECOVERY (1961)
 MJ1287
 MJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1287'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO
 MJ1287'BE IN GOOD CONDITION.  THE STATION WAS SEARCHED FOR BUT IS
 MJ1287'PROBABLY LOST AS IT PLOTS INSIDE OF A CORN FIELD.
 MJ1287
 MJ1287                          STATION RECOVERY (1974)
 MJ1287
 MJ1287'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MJ1287'NEW TO REACH FROM THE SCHOOL IN THE SMALL TOWN OF NASHVILLE ON HWY 73
 MJ1287'NORTH OF OMAHA GO SOUTH ON HWY 73 APPROX 1.9 MILE TO FARM DRIVE ON
 MJ1287'LEFT (EAST) SIDE OF HWY 73, TURN LEFT (EAST) UP FARM DRIVE FOR APPROX
 MJ1287'0.1 MILE TO STATION EAST OF FARM HOUSE AND SOUTH OF A GARAGE.
 MJ1287'
 MJ1287'STATION, REF. NO. 1, REF NO. 2, AND AZIMUTH FOUND IN GOOD CONDITION
 MJ1287'AS DESCRIBED.
 MJ1287'
 MJ1287'NEAREST TOWN--FLORENCE.
 MJ1287
 MJ1287                          STATION RECOVERY (1975)
 MJ1287
 MJ1287'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MJ1287'PON 1947 STATION, REF NO 1, REF NO 2, AND AZIMUTH WERE FOUND AS
 MJ1287'DESCRIBED IN GOOD CONDITION.
 MJ1287'
 MJ1287'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NNW OF OMAHA
 MJ1287'NEB.
 MJ1287
 MJ1287                          STATION RECOVERY (1982)
 MJ1287
 MJ1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ1287'THE SURFACE STATION MARK, RM 1, RM 2 AND THE AZIMUTH MARK WERE
 MJ1287'RECOVERED.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS WITHIN
 MJ1287'ALLOWABLE LIMITS, HOWEVER THE DISTANCE TO RM 1 WAS 0.074 M
 MJ1287'(0.243 FT) SHORTER THAT 1947 DATA.  THE DISTANCE TO RM 2 AGREED.  THE
 MJ1287'AZIMUTH MARK IS OVER THE BROW OF A HILL AND IS NOT GROUND VISIBLE.
 MJ1287'THERE WAS NO SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK DUE TO
 MJ1287'TREES, FARM BUILDINGS AND TERRAIN.  THE DISTANCE BETWEEN THE RMS
 MJ1287'CANNOT BE MEASURED BECAUSE A HOUSE IS ON LINE, HOWEVER A
 MJ1287'SIDE-ANGLE-SIDE COMPUTATION WAS MADE USING 1947 DATA AND ANOTHER MADE
 MJ1287'USING 1982 DATA.  THE 1982 VALUES INDICATE A DISTANCE OF 0.062 M
 MJ1287'(0.203 FT) SHORTER BETWEEN THESE MARKS.  APPARENTLY RM 1 HAS BEEN
 MJ1287'DISTURBED.  A POLARIS OBSERVATION WAS MADE TO A DISTANT OBJECT FOR
 MJ1287'GROUND AZIMUTH. A NEW DESCRIPTION FOLLOWS.
 MJ1287'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTH FROM OMAHA, 3.2 KM
 MJ1287'(2.0 MI) SOUTH FROM THE COMMUNITY OF NASHVILLE, 0.4 KM (0.2 MI) EAST
 MJ1287'FROM U.S. HIGHWAY 73 AND ON PROPERTY OWNED BY H. LANKFORD, 13425
 MJ1287'CALHOUN ROAD, OMAHA, NE 68112.  TELEPHONE 402 451 0361.  THE PROPERTY
 MJ1287'OWNER MUST BE CONTACTED PRIOR TO VISITING THIS STATION.
 MJ1287'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND U.S.
 MJ1287'HIGHWAY 73, AT THE NORTH EDGE OF OMAHA, GO NORTH ON HIGHWAY 73, FROM
 MJ1287'THE OVERPASS BRIDGES, FOR 4.35 KM (2.70 MI) TO A PRIVATE DRIVE ON THE
 MJ1287'RIGHT. TURN RIGHT AND GO EAST, UP A STEEP HILL, FOR 0.32 KM
 MJ1287'(0.20 MI) TO THE LANKFORD HOUSE AND THE STATION.
 MJ1287'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 MJ1287'RECESSED 0.010 M (0.033 FT) BELOW THE GROUND SURFACE.  IT IS 15.45 M
 MJ1287'(50.69 FT) EAST FROM THE NORTHEAST CORNER OF THE HOUSE, 10.36 M
 MJ1287'(33.99 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A
 MJ1287'WORKSHOP/GARAGE, 9.40 M (30.84 FT) SOUTHEAST FROM THE SOUTHWEST
 MJ1287'CORNER OF THE WORKSHOP/GARAGE AND 2.39 M (7.84 FT) WEST FROM A BOARD
 MJ1287'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0609 ***********************************************************************
 NN0609  DESIGNATION -  PONCA
 NN0609  PID         -  NN0609
 NN0609  STATE/COUNTY-  NE/KNOX
 NN0609  COUNTRY     -  US
 NN0609  USGS QUAD   -  VERDEL (2017)
 NN0609
 NN0609                         *CURRENT SURVEY CONTROL
 NN0609  ______________________________________________________________________
 NN0609* NAD 83(1995) POSITION- 42 46 49.74876(N) 098 12 29.21287(W)   ADJUSTED
 NN0609* NAVD 88 ORTHO HEIGHT -   511.8   (meters)     1679.    (feet) VERTCON
 NN0609  ______________________________________________________________________
 NN0609  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 NN0609  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 NN0609  HORZ ORDER      -  SECOND
 NN0609
 NN0609.The horizontal coordinates were established by classical geodetic methods
 NN0609.and adjusted by the National Geodetic Survey in August 1997.
 NN0609
 NN0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0609
 NN0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0609.GEOID18 height accuracy estimate available here.
 NN0609
 NN0609.Click photographs - Photos may exist for this station.
 NN0609
 NN0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0609
 NN0609. The following values were computed from the NAD 83(1995) position.
 NN0609
 NN0609;                    North         East     Units Scale Factor Converg.
 NN0609;SPC NE       -   328,755.737   646,606.951   MT  0.99990674   +1 11 14.9
 NN0609;SPC NE       - 1,078,592.78  2,121,409.64   sFT  0.99990674   +1 11 14.9
 NN0609;SPC SD S     -    51,900.361   773,891.273   MT  1.00001293   +1 27 57.9
 NN0609;SPC SD S     -   170,276.43  2,539,008.28   sFT  1.00001293   +1 27 57.9
 NN0609;UTM  14      - 4,736,742.617   564,774.725   MT  0.99965162   +0 32 16.3
 NN0609
 NN0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0609!SPC NE       -   0.99992380  x   0.99990674  =   0.99983054
 NN0609!SPC SD S     -   0.99992380  x   1.00001293  =   0.99993673
 NN0609!UTM  14      -   0.99992380  x   0.99965162  =   0.99957544
 NN0609
 NN0609:                Primary Azimuth Mark                     Grid Az
 NN0609:SPC NE       -  WARD                                     109 19 21.6
 NN0609:SPC SD S     -  WARD                                     109 02 38.6
 NN0609:UTM  14      -  WARD                                     109 58 20.2
 NN0609
 NN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6477436742(NAD 83)
 NN0609
 NN0609|---------------------------------------------------------------------|
 NN0609| PID    Reference Object                     Distance      Geod. Az  |
 NN0609|                                                           dddmmss.s |
 NN0609| NN0606 WARD                                APPROX. 8.8 KM 1103036.5 |
 NN0609|---------------------------------------------------------------------|
 NN0609
 NN0609                          SUPERSEDED SURVEY CONTROL
 NN0609
 NN0609  NAD 83(1986)-  42 46 49.75878(N)    098 12 29.21366(W) AD(       ) 2
 NN0609  NAD 27      -  42 46 49.76400(N)    098 12 27.93200(W) AD(       ) 2
 NN0609  MORC        -  42 46 47.56000(N)    098 12 29.06000(W) AD(       ) 3
 NN0609  USSD        -  42 46 49.91100(N)    098 12 28.22000(W) AD(       ) 3
 NN0609  NGVD 29 (07/19/86)  511.6    (m)         1678.     (f) VERT ANG       
 NN0609
 NN0609.Superseded values are not recommended for survey control.
 NN0609
 NN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0609.See file dsdata.pdf to determine how the superseded data were derived.
 NN0609
 NN0609_MARKER: DS = TRIANGULATION STATION DISK
 NN0609_SETTING: 66 = SET IN ROCK OUTCROP
 NN0609_MARK LOGO: MORC
 NN0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NN0609+STABILITY: POSITION/ELEVATION WELL
 NN0609
 NN0609  HISTORY     - Date     Condition        Report By
 NN0609  HISTORY     - 1891     MONUMENTED       MORC
 NN0609  HISTORY     - 1901     MARK NOT FOUND   CGS
 NN0609  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0609  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0609  HISTORY     - 20081018 MARK NOT FOUND   INDIV
 NN0609
 NN0609                          STATION DESCRIPTION
 NN0609
 NN0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NN0609'ON THE RIGHT BANK OF THE MISSOURI RIVER, ON A VERY HIGH AND
 NN0609'SHARP-TOPPED SANDSTONE BUTTE, 2 MILES SOUTH OF PONCA CREEK AND
 NN0609'5 MILES FROM THE RIVER.  THE HIGHEST MASS OF ROCK ON THE BUTTE
 NN0609'IS 15 FEET NORTHWEST OF THE STATION.  ORIGINALLY MARKED WITH THE
 NN0609'REGULAR STATION MARK OF THE MISSOURI RIVER COMMISSION, THE
 NN0609'UNDERGROUND MARK BEING A BLOCK OF STONE 18 INCHES SQUARE ABOUT 3
 NN0609'FEET BELOW THE SURFACE OF THE GROUND, AND HAVING A SMALL
 NN0609'DRILLED HOLE IN IT.  THE SURFACE MARK IS AN IRON PIPE WITH A
 NN0609'CAST-IRON CAP HAVING A RAISED TRIANGLE ON IT WITH A SMALL
 NN0609'DRILLED HOLE IN ITS CENTER.  THE CAP IS LETTERED U.S. MISSOURI
 NN0609'RIVER COMMISSION.  IN 1901 ONLY THE UNDERGROUND MARK WAS
 NN0609'RECOVERED.
 NN0609
 NN0609                          STATION RECOVERY (1935)
 NN0609
 NN0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0609'ACCORDING TO INFORMATION RECEIVED THE SURFACE MARK WAS PULLED OUT
 NN0609'AND CARRIED AWAY MANY YEARS AGO.  THE UNDERGROUND MARK WAS
 NN0609'RECOVERED MAY 2, 1935.  IT IS A FLAT BLOCK OF LOCAL SANDSTONE
 NN0609'ABOUT 18 INCHES SQUARE WITH A CHISELED CROSS IN THE CENTER AND
 NN0609'THE LETTERS U.S. ABOVE AND A TRIANGLE BELOW THE CROSS, BURIED
 NN0609'ABOUT 2 FEET.
 NN0609'
 NN0609'IN NORTHEAST QUARTER OF SEC. 2, T. 32 N., R. 8 W., ON LAND
 NN0609'LEASED BY T.B. STEINBACH WHO LIVES IN SECTION 11 ABOUT 1 MILE
 NN0609'SOUTH OF THE STATION, ON VERY HIGH SHARP-TOPPED SANDSTONE-CAPPED
 NN0609'BUTTE AND 13 FEET SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE
 NN0609'HIGHEST MASS OF ROCK ON THE BUTTE.  A SMALL CROSS WAS CHISELED ON
 NN0609'THE SANDSTONE FACE AT POINT FROM WHICH MEASUREMENT WAS MADE AND
 NN0609'A PILE OF ROCKS PLACED OVER THE MARK.
 NN0609'
 NN0609'TO REACH FROM VERDEL GO WEST ON STATE HIGHWAY 12 ABOUT 1/2 MILE,
 NN0609'SOUTH ABOUT 2 MILES ON SLIGHTLY WINDING ROAD TO SECTION-LINE
 NN0609'TRAIL LEADING WEST, WEST ABOUT 1/4 MILE AND SOUTH ABOUT 1/4
 NN0609'MILE TO TOP OF HIGH BUTTE.
 NN0609
 NN0609                          STATION RECOVERY (1935)
 NN0609
 NN0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0609'ABOUT 2 MILES SOUTH AND 1 MILE WEST OF VERDEL.  IN NORTHEAST
 NN0609'QUARTER SEC. 2, T. 32 N., R. 8 W.  STATION MARK
 NN0609'AND REFERENCES STAMPED WITH NAME AND DATE.
 NN0609'
 NN0609'STATION RECOVERED, AS DESCRIBED IN GOOD CONDITION.  STATION
 NN0609'REMARKED BY SETTING STANDARD STATION TABLET IN DRILL IN FLAT ROCK
 NN0609'(BLOCK OF LOCAL SANDSTONE ABOUT 18 INCHES SQUARE) BURIED ABOUT
 NN0609'2 FEET BELOW GROUND SURFACE.  REFERENCE MARKS ARE STANDARD
 NN0609'REFERENCE MARK TABLETS SET IN ROCKS.  (THIS STATION IS ALSO
 NN0609'A MISSOURI RIVER COMMISSION STATION.) IT IS LOCATED ON A HIGH
 NN0609'PROMINENT SHARP-TOPPED SANDSTONE-CAPPED BUTTE AND 13 FEET
 NN0609'SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE HIGHEST MASS OF ROCK
 NN0609'ON THE BUTTE.
 NN0609'
 NN0609'TO REACH FROM VERDEL (WHICH IS REACHED FROM JUNCTION OF U.S.
 NN0609'HIGHWAY 281 AND STATE HIGHWAY 12 BY GOING EAST ON HIGHWAY 12,
 NN0609'OR FROM NIOBRARA BY GOING WEST ON HIGHWAY 12), GO WEST FROM VERDEL
 NN0609'FOR ABOUT 1/2 MILE, TURN SOUTH ON DIRT ROAD AND SLIGHTLY WINDING
 NN0609'FOR 2 MILES TO SECTION-LINE ROAD, JUST NORTH OF BUTTE.  GO WEST
 NN0609'ABOUT 1/4 MILE TO TOP OF RIDGE, STATION ABOUT 1/4 MILE SOUTH
 NN0609'IN FIELD.  THE LAND IS UNDER LEASE TO MR. T.B. STEINBACH, WHO
 NN0609'LIVES 1 MILE SOUTH OF STATION.
 NN0609'
 NN0609'DISTANCES FROM STATION--TO REFERENCE MARK NO. 1 (1935), 15.305
 NN0609'METERS (50.21 FEET), MAGNETIC AZIMUTH 305 DEG 00 MIN.  REFERENCE
 NN0609'NO. 2 (1935), 4.595 METERS (15.12 FEET), MAGNETIC AZIMUTH
 NN0609'50 DEG 00 MIN.  WITNESS MARK, CROSS ON SOUTHEAST FACE UNDER
 NN0609'HEART, 3.88 METERS, (12.74 FEET), MAGNETIC AZIMUTH 81 DEG 00 MIN.
 NN0609'WITNESS--U + SR CUT IN SOUTHWEST FACE OF HIGHEST ROCK ON HILL,
 NN0609'4.53 METERS (14.89 FEET), MAGNETIC AZIMUTH 132 DEG 00 MIN.
 NN0609'
 NN0609'NOTE--NO SURFACE MARK SET AT THIS STATION.
 NN0609
 NN0609                          STATION RECOVERY (2008)
 NN0609
 NN0609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 NN0609'THE HISTORICAL LOCATION WAS VISITED WITH A HANDHELD GPS RECEIVER TO
 NN0609'ARRIVE AT THE APPROXIMATE LOCATION.  AS STATED IN THE 1935 REPORT,
 NN0609'THERE IS EVIDENCE OF HEAVY QUARRYING HAVING ONCE BEEN DONE AT VARIOUS
 NN0609'LOCATIONS ACROSS THE TOP OF THE HILL MANY YEARS AGO.
 NN0609'
 NN0609'THE HANDHELD GPS LOCATION INDICATED THAT THE LOCATION OF STATION PONCA
 NN0609'IS NOW IN A HOLE WHERE QUARRYING HAD TAKEN PLACE.  MOST OF THE AREA IS
 NN0609'NOW GRASSED OVER, BUT PIECES OF THE LIGHT GREEN OR GRAY-COLORED
 NN0609'SANDSTONE CAN BE FOUND SCATTERED ABOUT.
 NN0609'
 NN0609'THE ORIGINAL MONUMENTATION DATE STATED AS 1891 IS INCORRECT AND SHOULD
 NN0609'BE 1889 WHICH IS THE DATE THE MISSOURI RIVER COMMISSION ESTABLISHED
 NN0609'THEIR TRIANGULATION NETWORK IN THIS AREA.
 NN0609'
 NN0609'SEE PONCA 2 (NN0608) FOR A REPORT ON THAT STATION WHICH WAS
 NN0609'REESTABLISHED ON THE SAME HILL IN 1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0608 ***********************************************************************
 NN0608  DESIGNATION -  PONCA 2
 NN0608  PID         -  NN0608
 NN0608  STATE/COUNTY-  NE/KNOX
 NN0608  COUNTRY     -  US
 NN0608  USGS QUAD   -  VERDEL (2017)
 NN0608
 NN0608                         *CURRENT SURVEY CONTROL
 NN0608  ______________________________________________________________________
 NN0608* NAD 83(1995) POSITION- 42 46 50.02027(N) 098 12 28.95416(W)   ADJUSTED
 NN0608* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 NN0608  ______________________________________________________________________
 NN0608  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 NN0608  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 NN0608  HORZ ORDER      -  FIRST
 NN0608
 NN0608.The horizontal coordinates were established by classical geodetic methods
 NN0608.and adjusted by the National Geodetic Survey in August 1997.
 NN0608
 NN0608.The orthometric height was scaled from a topographic map.
 NN0608
 NN0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0608.GEOID18 height accuracy estimate available here.
 NN0608
 NN0608.Click photographs - Photos may exist for this station.
 NN0608
 NN0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0608
 NN0608. The following values were computed from the NAD 83(1995) position.
 NN0608
 NN0608;                    North         East     Units Scale Factor Converg.
 NN0608;SPC NE       -   328,764.235   646,612.656   MT  0.99990677   +1 11 15.1
 NN0608;SPC NE       - 1,078,620.66  2,121,428.36   sFT  0.99990677   +1 11 15.1
 NN0608;SPC SD S     -    51,908.887   773,896.937   MT  1.00001291   +1 27 58.1
 NN0608;SPC SD S     -   170,304.41  2,539,026.87   sFT  1.00001291   +1 27 58.1
 NN0608;UTM  14      - 4,736,751.047   564,780.525   MT  0.99965163   +0 32 16.5
 NN0608
 NN0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0608!SPC NE       -   0.99992389  x   0.99990677  =   0.99983067
 NN0608!SPC SD S     -   0.99992389  x   1.00001291  =   0.99993680
 NN0608!UTM  14      -   0.99992389  x   0.99965163  =   0.99957555
 NN0608
 NN0608:                Primary Azimuth Mark                     Grid Az
 NN0608:SPC NE       -  PONCA 2 AZ MK                            151 59 39.0
 NN0608:SPC SD S     -  PONCA 2 AZ MK                            151 42 56.0
 NN0608:UTM  14      -  PONCA 2 AZ MK                            152 38 37.6
 NN0608
 NN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6478036751(NAD 83)
 NN0608
 NN0608|---------------------------------------------------------------------|
 NN0608| PID    Reference Object                     Distance      Geod. Az  |
 NN0608|                                                           dddmmss.s |
 NN0608| CO3505 PONCA 2 RM 1                          5.460 METERS 00807     |
 NN0608| CO3504 PONCA 2 AZ MK                                      1531054.1 |
 NN0608| CO3506 PONCA 2 RM 2                         11.280 METERS 22450     |
 NN0608|---------------------------------------------------------------------|
 NN0608
 NN0608                          SUPERSEDED SURVEY CONTROL
 NN0608
 NN0608  NAD 83(1986)-  42 46 50.03056(N)    098 12 28.95489(W) AD(       ) 1
 NN0608  NAD 27      -  42 46 50.03100(N)    098 12 27.67700(W) AD(       ) 1
 NN0608
 NN0608.Superseded values are not recommended for survey control.
 NN0608
 NN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0608.See file dsdata.pdf to determine how the superseded data were derived.
 NN0608
 NN0608_MARKER: DS = TRIANGULATION STATION DISK
 NN0608_SETTING: 66 = SET IN ROCK OUTCROP
 NN0608_STAMPING: PONCA 2 1940
 NN0608_MARK LOGO: CGS
 NN0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NN0608+STABILITY: POSITION/ELEVATION WELL
 NN0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0608+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2008
 NN0608
 NN0608  HISTORY     - Date     Condition        Report By
 NN0608  HISTORY     - 1940     MONUMENTED       CGS
 NN0608  HISTORY     - 1948     GOOD             CGS
 NN0608  HISTORY     - 20081018 GOOD             INDIV
 NN0608
 NN0608                          STATION DESCRIPTION
 NN0608
 NN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0608'STATION IS ON SUMMIT OF A ROCKY, PROMINENT HILL, 2-1/2 MILES
 NN0608'SOUTH AND 3/4 MILE WEST OF VERDEL, IN THE NW 1/4 OF SEC. 1, T 32 N,
 NN0608'R 8 W.  THIS IS THE LOCATION OF OLD MRC, USE, STATION WHICH
 NN0608'HAS PROBABLY BEEN LOST DUE TO QUARRYING OPERATIONS ON HILL.
 NN0608'REFERENCE MARKS SET BY ERM IN 1935 ARE ALSO GONE.
 NN0608'
 NN0608'STATION IS ON THE SOUTH END OF THE HILL, ABOUT 15 FEET EAST OF A
 NN0608'DIRT MOUND, WHICH IS HIGHEST POINT ON HILL, AND 7 FEET HIGHER
 NN0608'THAN STATION, 7 FEET ENE OF A STANDARD REFERENCE POST.  MARK
 NN0608'IS SET FLUSH IN BED-ROCK AND IS STAMPED PONCA 2, 1940.
 NN0608'
 NN0608'TO REACH STATION FROM VERDEL, GO WEST ON STATE RT. 12 FOR 0.1
 NN0608'MILE TO Y, TURN LEFT AND FOLLOW MAIN TRAVELED ROAD SOUTHERLY FOR
 NN0608'2.0 MILES TO A DIM ROAD RIGHT LEADING WEST TO HILL. TURN RIGHT
 NN0608'OR WEST AND FOLLOW DIM ROAD 0.3 MILE TO END OF TRUCK ROAD, AND
 NN0608'STATION IS ABOUT 100 FEET TO LEFT, (SW).
 NN0608'
 NN0608'*(AZIMUTH MARK IS 0.75 MILE SOUTH OF THIS POINT ON WEST SIDE
 NN0608'OF GRAVEL ROAD.)
 NN0608'
 NN0608'R.M. 1 IS NORTH BY EAST OF STATION, SET IN BEDROCK.  MARK IS
 NN0608'ABOUT 1 FT. BELOW LEVEL OF STATION AND IS STAMPED PONCA 2, 1940
 NN0608'NO. 1.
 NN0608'
 NN0608'R.M. 2 IS SW OF STATION, ABOUT 5 FEET BELOW LEVEL OF STATION.
 NN0608'MARK PROJECTS 5 INCHES AND IS STAMPED PONCA 2, 1940, NO. 2.
 NN0608'
 NN0608'AZIMUTH MARK IS SE BY S OF STATION ON THE WEST SIDE OF GRAVEL
 NN0608'ROAD, 0.1 MILE NORTH OF A ROAD FORK, 26.0 FT. WEST OF CENTERLINE
 NN0608'OF ROAD, 4 FT. NORTH OF REFERENCE POST AND 1 FT. EAST OF WIRE
 NN0608'FENCE.  MARK PROJECTS 5 INCHES.  DISK IS STAMPED PONCA 2, 1940.
 NN0608
 NN0608                          STATION RECOVERY (1948)
 NN0608
 NN0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0608'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940 AND
 NN0608'ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 NN0608'APPEARS TO HAVE BEEN MOVED SLIGHTLY.  A DIFFERENCE IN THE DISTANCE
 NN0608'TO THIS MARK WAS FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NN0608'
 NN0608'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF VERDEL,
 NN0608'ON A HIGH, PROMINENT HILL.  THE ENTIRE HILL HAS BEEN QUARRIED.
 NN0608'THE STATION IS NEAR THE CENTER OF THE HILL AND ABOUT 15 FEET
 NN0608'EAST OF THE HIGHEST POINT.  STAMPED PONCA 2 1940 AND IS SET
 NN0608'FLUSH.
 NN0608'
 NN0608'REFERENCE MARK NO. 1 IS 17.92 FEET NORTH-NORTHEAST OF THE
 NN0608'STATION AND ABOUT 1 FOOT LOWER.  THE DISK IS STAMPED PONCA
 NN0608'2 NO 1 1940 AND IS SET FLUSH.
 NN0608'
 NN0608'REFERENCE MARK NO. 2 IS 37.01 FEET SOUTHWEST OF AND ABOUT 5 FEET
 NN0608'LOWER THAN THE STATION.  THE DISK IS STAMPED PONCA 2 NO 2 1940
 NN0608'AND IS SET FLUSH.
 NN0608'
 NN0608'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION, 0.1
 NN0608'MILE NORTH OF A SIDE ROAD (EAST), 26 FEET WEST OF THE CENTERLINE
 NN0608'OF A NORTH-SOUTH ROAD, 4 FEET NORTH OF A FENCE POST, AND 1 FOOT
 NN0608'EAST OF A FENCE LINE.  THE DISK IS STAMPED PONCA 2 1940 AND
 NN0608'PROJECTS 5 INCHES.
 NN0608'
 NN0608'TO REACH THE STATION FROM THE POST OFFICE IN VERDEL, GO WEST
 NN0608'ON STATE HIGHWAY 12 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN
 NN0608'LEFT AND FOLLOW A DIRT ROAD SOUTHERLY FOR 2.4 MILES TO A DIM
 NN0608'TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE TRACK ROAD WEST
 NN0608'FOR 0.2 MILE TO A FENCE.  PASS THRU THE FENCE AND CONTINUE
 NN0608'SOUTHWEST FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 NN0608'PACK SOUTHWEST TO THE TOP OF THE HILL AND THE STATION.
 NN0608'
 NN0608'*FROM HERE CONTINUE SOUTH ON THE DIRT ROAD FOR 0.8 MILE TO THE
 NN0608'AZIMUTH MARK.
 NN0608'
 NN0608'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0608
 NN0608                          STATION RECOVERY (2008)
 NN0608
 NN0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 NN0608'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NN0608'CONDITION AS DESCRIBED IN 1948 REPORT.  EVIDENCE OF QUARRYING THE
 NN0608'NATIVE SANDSTONE AT VARIOUS LOCATIONS ON THE TOP OF THE HILL CAN BE
 NN0608'SEEN.  THIS MOST LIKELY OCCURRED SOMETIME BETWEEN THE YEARS 1935 AND
 NN0608'1940.
 NN0608'
 NN0608'MOST OF THE AREAS THAT WERE QUARRIED ARE NOW GRASSED OVER, BUT DEEP
 NN0608'POCKETS HAVE BEEN LEFT WHERE THE STONE WAS REMOVED. SCATTERED PIECES
 NN0608'OF LIGHT GREEN OR GRAY-COLORED SANDSTONE ARE SCATTERED AROUND THE TOP
 NN0608'OF THE HILL.
 NN0608'
 NN0608'A VERY WEATHERED 4-INCH SQUARE CEDAR POST IN THE CENTER OF A MOUND OF
 NN0608'NATIVE SANDSTONE ROCKS IS LOCATED 12' NORTH-NORTHEAST OF THE STATION
 NN0608'MARK.  THE SIGNIFICANCE OF THIS POST IS UNKNOWN.
 NN0608'
 NN0608'ALL MARKS APPEARED TO BE UNDISTURBED, BUT EXACT MEASUREMENTS WERE NOT
 NN0608'TAKEN.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NN0608'
 NN0608'THE DESCRIPTION TO REACH THE STATION AS DESCRIBED IN 1948 IS
 NN0608'SUFFICIENT EXCEPT THERE IS NO LONGER A TRAIL ROAD COMING OFF THE MAIN
 NN0608'NORTH-SOUTH ROAD AT THE HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0370 ***********************************************************************
 LJ0370  DESIGNATION -  POND
 LJ0370  PID         -  LJ0370
 LJ0370  STATE/COUNTY-  NE/DAWSON
 LJ0370  COUNTRY     -  US
 LJ0370  USGS QUAD   -  GOTHENBURG SE (2017)
 LJ0370
 LJ0370                         *CURRENT SURVEY CONTROL
 LJ0370  ______________________________________________________________________
 LJ0370* NAD 83(1995) POSITION- 40 46 37.53428(N) 100 01 50.98529(W)   ADJUSTED
 LJ0370* NAVD 88 ORTHO HEIGHT -   824.    (meters)     2703.    (feet) SCALED
 LJ0370  ______________________________________________________________________
 LJ0370  GEOID HEIGHT    -        -23.567 (meters)                     GEOID18
 LJ0370  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 LJ0370  HORZ ORDER      -  THIRD
 LJ0370
 LJ0370.The horizontal coordinates were established by classical geodetic methods
 LJ0370.and adjusted by the National Geodetic Survey in August 1997.
 LJ0370
 LJ0370.The orthometric height was scaled from a topographic map.
 LJ0370
 LJ0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0370.GEOID18 height accuracy estimate available here.
 LJ0370
 LJ0370.Click photographs - Photos may exist for this station.
 LJ0370
 LJ0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0370
 LJ0370. The following values were computed from the NAD 83(1995) position.
 LJ0370
 LJ0370;                    North         East     Units Scale Factor Converg.
 LJ0370;SPC NE       -   104,784.160   497,398.136   MT  0.99973886   -0 01 13.5
 LJ0370;SPC NE       -   343,779.36  1,631,880.38   sFT  0.99973886   -0 01 13.5
 LJ0370;UTM  14      - 4,514,523.830   413,013.570   MT  0.99969313   -0 40 23.9
 LJ0370
 LJ0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0370!SPC NE       -   0.99987441  x   0.99973886  =   0.99961330
 LJ0370!UTM  14      -   0.99987441  x   0.99969313  =   0.99956758
 LJ0370
 LJ0370:                Primary Azimuth Mark                     Grid Az
 LJ0370:SPC NE       -  POND AZ MK                               047 52 34.9
 LJ0370:UTM  14      -  POND AZ MK                               048 31 45.3
 LJ0370
 LJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1301314523(NAD 83)
 LJ0370
 LJ0370|---------------------------------------------------------------------|
 LJ0370| PID    Reference Object                     Distance      Geod. Az  |
 LJ0370|                                                           dddmmss.s |
 LJ0370| CN9503 POND RM 1                            11.439 METERS 00917     |
 LJ0370| LH1084 COZAD MUNICIPAL TANK                APPROX. 9.7 KM 0215617.2 |
 LJ0370| CN9502 POND AZ MK                                         0475121.4 |
 LJ0370| CN9504 POND RM 2                            11.413 METERS 14912     |
 LJ0370|---------------------------------------------------------------------|
 LJ0370
 LJ0370                          SUPERSEDED SURVEY CONTROL
 LJ0370
 LJ0370  NAD 83(1986)-  40 46 37.54086(N)    100 01 50.99012(W) AD(       ) 3
 LJ0370  NAD 27      -  40 46 37.51432(N)    100 01 49.54709(W) AD(       ) 3
 LJ0370
 LJ0370.Superseded values are not recommended for survey control.
 LJ0370
 LJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0370.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0370
 LJ0370_MARKER: DS = TRIANGULATION STATION DISK
 LJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0370_STAMPING: POND 1951
 LJ0370_MARK LOGO: CGS
 LJ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0370+STABILITY: SURFACE MOTION
 LJ0370
 LJ0370  HISTORY     - Date     Condition        Report By
 LJ0370  HISTORY     - 1951     MONUMENTED       CGS
 LJ0370
 LJ0370                          STATION DESCRIPTION
 LJ0370
 LJ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0370'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF COZAD,
 LJ0370'44 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LJ0370'6 FEET NORTHEAST OF A TELEPHONE POLE AND 5 FEET NORTHEAST OF
 LJ0370'A WITNESS POST.  IT IS STAMPED POND 1951 AND PROJECTS 3 INCHES.
 LJ0370'
 LJ0370'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE CENTER OF A
 LJ0370'NORTH-SOUTH GRAVELED ROAD AND 11 FEET WEST OF A NORTH-SOUTH
 LJ0370'FENCE LINE.  IT IS STAMPED POND NO 1 1951 AND PROJECTS 2 INCHES.
 LJ0370'
 LJ0370'REFERENCE MARK NO. 2 IS IN A PASTURE AND 39 FEET SOUTHEAST OF
 LJ0370'A TELEPHONE POLE.  IT IS STAMPED POND NO 2 1951 AND PROJECTS
 LJ0370'2 INCHES.
 LJ0370'
 LJ0370'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0370'NO. 2 IS 70.3 FEET.
 LJ0370'
 LJ0370'THE AZIMUTH MARK IS LOCATED 31 FEET WEST OF THE CENTER OF A
 LJ0370'NORTH-SOUTH GRAVELED ROAD, 2 FEET SOUTH OF THE SOUTH END OF
 LJ0370'A WIRE GATE, 1.5 FEET NORTH OF A WITNESS POST AND JUST WEST
 LJ0370'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED POND 1951 AND
 LJ0370'PROJECTS 3 INCHES.
 LJ0370'
 LJ0370'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH
 LJ0370'FOR 0.1 MILE TO U.S. HIGHWAY 30.  CROSS U.S. HIGHWAY 30 AND
 LJ0370'CONTINUE SOUTH ON A GRAVELED ROAD FOR 2.1 MILES TO A FORK,
 LJ0370'TAKE THE RIGHT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE
 LJ0370'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD
 LJ0370'FOR 2.8 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 LJ0370'1.0 MILE TO A CROSSROAD (TURN RIGHT AND GO NORTH ON A GRAVELED
 LJ0370'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LJ0370'DESCRIBED).  CONTINUE WEST FOR 1.0 MILE TO A T ROAD
 LJ0370'INTERSECTION, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 LJ0370'0.5 MILE TO A BRIDGE ACROSS THE CANAL.  CROSS THE BRIDGE AND
 LJ0370'CONTINUE SOUTH UP HILL FOR 0.25 MILE TO THE STATION ON THE
 LJ0370'LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0666 ***********************************************************************
 NN0666  DESIGNATION -  PORT
 NN0666  PID         -  NN0666
 NN0666  STATE/COUNTY-  NE/HOLT
 NN0666  COUNTRY     -  US
 NN0666  USGS QUAD   -  O'NEILL (2017)
 NN0666
 NN0666                         *CURRENT SURVEY CONTROL
 NN0666  ______________________________________________________________________
 NN0666* NAD 83(1995) POSITION- 42 27 56.96024(N) 098 41 12.50616(W)   ADJUSTED
 NN0666* NAVD 88 ORTHO HEIGHT -   619.    (meters)     2031.    (feet) SCALED
 NN0666  ______________________________________________________________________
 NN0666  GEOID HEIGHT    -        -24.363 (meters)                     GEOID18
 NN0666  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 NN0666  HORZ ORDER      -  SECOND
 NN0666
 NN0666.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 NN0666
 NN0666.The horizontal coordinates were established by classical geodetic methods
 NN0666.and adjusted by the National Geodetic Survey in August 1997.
 NN0666
 NN0666.The orthometric height was scaled from a topographic map.
 NN0666
 NN0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0666.GEOID18 height accuracy estimate available here.
 NN0666
 NN0666.Click photographs - Photos may exist for this station.
 NN0666
 NN0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0666
 NN0666. The following values were computed from the NAD 83(1995) position.
 NN0666
 NN0666;                    North         East     Units Scale Factor Converg.
 NN0666;SPC NE       -   293,107.177   607,976.063   MT  0.99979910   +0 52 12.9
 NN0666;SPC NE       -   961,635.80  1,994,668.13   sFT  0.99979910   +0 52 12.9
 NN0666;UTM  14      - 4,701,545.559   525,747.857   MT  0.99960816   +0 12 41.2
 NN0666
 NN0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0666!SPC NE       -   0.99990672  x   0.99979910  =   0.99970584
 NN0666!UTM  14      -   0.99990672  x   0.99960816  =   0.99951491
 NN0666
 NN0666:                Primary Azimuth Mark                     Grid Az
 NN0666:SPC NE       -  PORT AZ MK                               011 10 14.1
 NN0666:UTM  14      -  PORT AZ MK                               011 49 45.8
 NN0666
 NN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2574701545(NAD 83)
 NN0666
 NN0666|---------------------------------------------------------------------|
 NN0666| PID    Reference Object                     Distance      Geod. Az  |
 NN0666|                                                           dddmmss.s |
 NN0666| CO3512 PORT AZ MK                                         0120227.0 |
 NN0666| NN0672 O NEILL ST PATRICKS CATH CH         APPROX. 3.2 KM 1010114.8 |
 NN0666| NN0665 O NEILL ST MARYS CATH CONVENT       APPROX. 3.2 KM 1010709.2 |
 NN0666| CO3513 PORT RM 1                            21.047 METERS 22659     |
 NN0666| CO3514 PORT RM 2                            16.048 METERS 31407     |
 NN0666|---------------------------------------------------------------------|
 NN0666
 NN0666                          SUPERSEDED SURVEY CONTROL
 NN0666
 NN0666  NAD 83(1986)-  42 27 56.96613(N)    098 41 12.51256(W) AD(       ) 2
 NN0666  NAD 27      -  42 27 56.95400(N)    098 41 11.19800(W) AD(       ) 2
 NN0666
 NN0666.Superseded values are not recommended for survey control.
 NN0666
 NN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0666.See file dsdata.pdf to determine how the superseded data were derived.
 NN0666
 NN0666_MARKER: DS = TRIANGULATION STATION DISK
 NN0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0666_STAMPING: PORT 1949
 NN0666_MARK LOGO: CGS
 NN0666_PROJECTION: FLUSH
 NN0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0666+STABILITY: SURFACE MOTION
 NN0666
 NN0666  HISTORY     - Date     Condition        Report By
 NN0666  HISTORY     - 1949     MONUMENTED       CGS
 NN0666  HISTORY     - 1957     GOOD             USGS
 NN0666  HISTORY     - 1958     GOOD             CGS
 NN0666
 NN0666                          STATION DESCRIPTION
 NN0666
 NN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0666'THE STATION IS LOCATED ON THE O NEILL, MUNICIPAL AIRPORT,
 NN0666'ABOUT 2.0 MILES WEST AND 0.5 OF A MILE NORTH OF THE CENTER OF
 NN0666'O NEILL.  IT IS 333.0 FEET NORTH OF THE CENTER OF A GRAVELED
 NN0666'ROAD, 155.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 NN0666'A HANGAR, 125.0 FEET NORTH-NORTHEAST OF THE CENTER OF A GATE,
 NN0666'AND 67.0 FEET EAST-SOUTHEAST OF A FENCE CORNER.  IT IS SET
 NN0666'FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED PORT 1949.
 NN0666'
 NN0666'REFERENCE MARK NO. 1 IS 66.5 FEET NORTH OF THE CENTER OF A
 NN0666'GATE, 12.2 FEET NORTH OF A POWER LINE POLE AND 0.5 OF A FOOT EAST
 NN0666'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED PORT NO 1
 NN0666'1949.
 NN0666'
 NN0666'REFERENCE MARK NO. 2 IS 26.0 FEET SOUTHEAST OF THE SOUTHEAST
 NN0666'CORNER OF AIRPORT OFFICE BUILDING, 15.0 FEET EAST-SOUTHEAST
 NN0666'OF A FENCE CORNER AND 0.8 OF A FOOT SOUTH OF A FENCE.  IT PROJECTS
 NN0666'2 INCHES AND IS STAMPED PORT NO 2 1949.
 NN0666'
 NN0666'THE AZIMUTH MARK IS AT THE NORTH EDGE OF THE AIRPORT, 6.0 FEET
 NN0666'SOUTH OF THE SOUTH EDGE OF A GROVE OF TREES AND 2.0 FEET SOUTH
 NN0666'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED PORT
 NN0666'1949.
 NN0666'
 NN0666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 NN0666'20, 275 AND 281 AT THE STOP LIGHT IN THE CENTER OF O NEILL,
 NN0666'GO WEST ON U.S. HIGHWAYS NO. 20 AND 281 FOR 1.05 MILES TO A
 NN0666'CROSSROAD AT THE NORTHWEST CORNER OF A CEMETERY, TURN LEFT AND
 NN0666'GO WEST FOR 1.5 MILES TO A WHITE HOUSE ON THE RIGHT AND THE
 NN0666'ENTRANCE TO THE AIRPORT, TURN RIGHT FOR ABOUT 100 YARDS AND THE
 NN0666'STATION AS DESCRIBED.
 NN0666'
 NN0666'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ACROSS
 NN0666'AIRFIELD FOR 0.45 OF A MILE TO THE NORTH EDGE OF THE AIRFIELD
 NN0666'AND THE AZIMUTH MARK AS DESCRIBED.
 NN0666'
 NN0666'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 37 FEET.
 NN0666'
 NN0666'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 37 FEET.
 NN0666'
 NN0666'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 4 FEET.
 NN0666'
 NN0666'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0666
 NN0666                          STATION RECOVERY (1957)
 NN0666
 NN0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NN0666'REFERENCE MARK 2 WAS FOUND DESTROYED.  IT WAS RESET IN THE
 NN0666'APPROXIMATELY CENTER OF THE BEACON TOWER.  THE DISTANCE FROM
 NN0666'STATION TO REFERENCE MARK 2 IS 190.68 FEET.  AND THE AZIMUTH
 NN0666'IS 50 DEGREE, 21 FEET, 54.2 INCHES.
 NN0666
 NN0666                          STATION RECOVERY (1958)
 NN0666
 NN0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0666'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE
 NN0666'RECOVERED AND FOUND TO BE AS DESCRIBED.  REFERENCE MARK 2 WAS
 NN0666'FOUND TO HAVE BROKEN OUT OF ITS ORIGINAL LOCATION AND IS NOW
 NN0666'SET UNDER THE APPROXIMATE CENTER OF THE AIRPORT BEACON.  THE
 NN0666'DISTANCE TO REFERENCE MARK 1 AND THE DIRECTIONS TO THE AZIMUTH
 NN0666'MARK AND REFERENCE MARK 1 CHECKED WITH THE PREVIOUS DESCRIPTION.
 NN0666'A NEW DESCRIPTION FOLLOWS TO AID IN RECOVERY.
 NN0666'
 NN0666'THE STATION IS LOCATED AT THE O NEILL MUNICIPAL AIRPORT, ABOUT
 NN0666'2.0 MILES NORTHWEST OF O NEILL.  IT IS 330 FEET NORTH OF AN
 NN0666'EAST-WEST ROAD, 190 FEET NORTHEAST OF THE AIRPORT BEACON, 152
 NN0666'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTH ONE
 NN0666'OF TWO BUILDINGS, AND 127 FEET SOUTH-SOUTHWEST OF A CINDER
 NN0666'BLOCK BUILDING NOW UNDER CONSTRUCTION.
 NN0666'
 NN0666'THE STATION MARK, A STANDARD DISK STAMPED PORT 1949, IS SET
 NN0666'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NN0666'WITH THE GROUND.
 NN0666'
 NN0666'REFERENCE MARK 1, A STANDARD DISK STAMPED PORT NO 1 1949,
 NN0666'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 NN0666'2 INCHES ABOVE THE GROUND.  IT IS 192 FEET SOUTHWEST OF THE
 NN0666'SOUTHWEST CORNER OF A CINDER BLOCK BUILDING NOW UNDER
 NN0666'CONSTRUCTION, 136 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NN0666'NORTH 1 OF 2 BUILDINGS, AND 122 FEET NORTHEAST OF AN AIRPORT
 NN0666'BEACON.
 NN0666'
 NN0666'REFERENCE MARK 2, A STANDARD DISK STAMPED PORT NO 2 1949, IS
 NN0666'SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 NN0666'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS SET IN THE APPROXIMATE
 NN0666'CENTER AND AT THE BASE OF THE AIRPORT BEACON.
 NN0666'
 NN0666'THE AZIMUTH MARK, A STANDARD DISK STAMPED PORT 1949, IS SET
 NN0666'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 NN0666'THE GROUND.  IT IS 249 FEET NORTH OF THE CENTERLINE OF THE
 NN0666'VOR O NEILL ENTRANCE DRIVE, 109 FEET SOUTH OF AN EASTWEST
 NN0666'FENCE LINE, 6 FEET SOUTH OF AN OLD HEDGE ROW, AND 2.0 FEET
 NN0666'SOUTH OF A WHITE WITNESS POST.  TO REACH THE AZIMUTH MARK
 NN0666'FROM THE STATION GO NORTH ON THE NORTH RUNWAY FOR 0.45 MILE
 NN0666'TO THE MARK AS DESCRIBED.
 NN0666'
 NN0666'NOTE--A TRAVERSE CONNECTION WAS MADE TO THE VOR O NEILL RADIO
 NN0666'OLN FROM THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1274 ***********************************************************************
 MJ1274  DESIGNATION -  PORT
 MJ1274  PID         -  MJ1274
 MJ1274  STATE/COUNTY-  NE/DOUGLAS
 MJ1274  COUNTRY     -  US
 MJ1274  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1274
 MJ1274                         *CURRENT SURVEY CONTROL
 MJ1274  ______________________________________________________________________
 MJ1274* NAD 83(1995) POSITION- 41 18 05.78676(N) 095 54 09.60899(W)   ADJUSTED
 MJ1274* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 MJ1274  ______________________________________________________________________
 MJ1274  GEOID HEIGHT    -        -27.761 (meters)                     GEOID18
 MJ1274  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 MJ1274  HORZ ORDER      -  THIRD
 MJ1274
 MJ1274.This mark is at Eppley Airfield Airport (OMA)
 MJ1274
 MJ1274.The horizontal coordinates were established by classical geodetic methods
 MJ1274.and adjusted by the National Geodetic Survey in August 1997.
 MJ1274
 MJ1274.The orthometric height was scaled from a topographic map.
 MJ1274
 MJ1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1274.GEOID18 height accuracy estimate available here.
 MJ1274
 MJ1274.Click photographs - Photos may exist for this station.
 MJ1274
 MJ1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1274
 MJ1274. The following values were computed from the NAD 83(1995) position.
 MJ1274
 MJ1274;                    North         East     Units Scale Factor Converg.
 MJ1274;SPC NE       -   171,142.621   842,910.084   MT  0.99966492   +2 42 55.0
 MJ1274;SPC NE       -   561,490.42  2,765,447.50   sFT  0.99966492   +2 42 55.0
 MJ1274;UTM  15      - 4,576,304.020   256,983.711   MT  1.00032687   -1 55 00.3
 MJ1274
 MJ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1274!SPC NE       -   0.99995744  x   0.99966492  =   0.99962237
 MJ1274!UTM  15      -   0.99995744  x   1.00032687  =   1.00028429
 MJ1274
 MJ1274:                Primary Azimuth Mark                     Grid Az
 MJ1274:SPC NE       -  OMAHA DES MOINES GRN 3 AWY BCN           084 45 02.9
 MJ1274:UTM  15      -  OMAHA DES MOINES GRN 3 AWY BCN           089 22 58.2
 MJ1274
 MJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5698376304(NAD 83)
 MJ1274
 MJ1274|---------------------------------------------------------------------|
 MJ1274| PID    Reference Object                     Distance      Geod. Az  |
 MJ1274|                                                           dddmmss.s |
 MJ1274| MJ1247 OMAHA DES MOINES GRN 3 AWY BCN      APPROX. 3.9 KM 0872757.9 |
 MJ1274| MJ1272 OMAHA MUNICIPAL AIRPORT AIR BN      APPROX. 0.6 KM 1561057.0 |
 MJ1274| CL8183 PORT RM 1                            13.736 METERS 16035     |
 MJ1274| MK1981 RADIO STA KOAD RAD MAST             APPROX. 8.8 KM 2774521.9 |
 MJ1274| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX. 8.1 KM 2804129.6 |
 MJ1274| CL8184 PORT RM 2                            18.006 METERS 30412     |
 MJ1274|---------------------------------------------------------------------|
 MJ1274
 MJ1274                          SUPERSEDED SURVEY CONTROL
 MJ1274
 MJ1274  NAD 83(1986)-  41 18 05.79509(N)    095 54 09.60985(W) AD(       ) 3
 MJ1274  NAD 27      -  41 18 05.80200(N)    095 54 08.56300(W) AD(       ) 3
 MJ1274
 MJ1274.Superseded values are not recommended for survey control.
 MJ1274
 MJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1274.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1274
 MJ1274_MARKER: DS = TRIANGULATION STATION DISK
 MJ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1274_STAMPING: PORT 1947
 MJ1274_MARK LOGO: CGS
 MJ1274_PROJECTION: FLUSH
 MJ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1274+STABILITY: SURFACE MOTION
 MJ1274
 MJ1274  HISTORY     - Date     Condition        Report By
 MJ1274  HISTORY     - 1947     MONUMENTED       CGS
 MJ1274  HISTORY     - 1961     MARK NOT FOUND   CGS
 MJ1274
 MJ1274                          STATION DESCRIPTION
 MJ1274
 MJ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1274'STATION IS LOCATED ALONG THE WESTERLY SIDE OF THE OMAHA MUNICIPAL
 MJ1274'AIRPORT, 0.2 MILE NORTH-NORTHWEST OF A LONE BRICK BUILDING
 MJ1274'AT THE NORTH GATE WHICH IS ABOUT 0.25 MILE NORTH-NORTHWEST OF
 MJ1274'THE CONTROL TOWER.  IT IS 42 FEET SOUTHWEST OF THE SECOND
 MJ1274'BOUNDARY FROM THE NORTH END OF THE FIELD, 23 FEET WEST OF THE
 MJ1274'CENTERLINE OF THE DIRT ROAD AT EDGE OF FIELD, 17 FEET EAST OF
 MJ1274'THE FENCE AND 17 FEET EAST OF A WITNESS POST.  THE MARK IS FLUSH
 MJ1274'WITH THE GROUND AND THE DISK IS STAMPED PORT 1947.
 MJ1274'
 MJ1274'REFERENCE MARK NO. 1 IS 45.07 FEET SOUTH OF THE STATION AND 1
 MJ1274'FOOT EAST OF THE FENCE.  THE MARK IS FLUSH ITH THE GROUND
 MJ1274'AND THE DISK IS STAMPED PORT NO 1 1947.
 MJ1274'
 MJ1274'REFERENCE MARK NO. 2 IS 59.07 FEET NORTHWEST OF THE STATION AND
 MJ1274'2 FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 MJ1274'THE DISK IS STAMPED PORT NO 2 1947.
 MJ1274'
 MJ1274'STATION LEVEE WAS USED AS AZIMUTH MARK.
 MJ1274'
 MJ1274'TO REACH FROM THE CORNER OF 16TH STREET AND DOUGLAS IN OMAHA
 MJ1274'(AT POST OFFICE), GO NORTH ON 16TH ST. TO LOCUST ST., TURN
 MJ1274'RIGHT (EAST) ON LOCUST ST. FOR 1.8 MILES TO 21ST. ST. TURN
 MJ1274'LEFT (NORTH) FOR 1.0 MILE TO GATE IN WIRE FENCE AROUND AIRFIELD
 MJ1274'AT LONE BRICK BUILDING, TURN RIGHT THROUGH GATE THEN LEFT ON
 MJ1274'DIRT ROAD ALONG EDGE OF FIELD FOR 0.2 MILE TO THE STATION ON
 MJ1274'THE LEFT.
 MJ1274'
 MJ1274'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 MJ1274
 MJ1274                          STATION RECOVERY (1961)
 MJ1274
 MJ1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1274'THE STATION IS PRESUMED TO BE LOST.  THE AREA IN WHICH THE
 MJ1274'STATION WAS DESCRIBED TO BE HAS BEEN BULLDOZED AND LEVELED.
 MJ1274'NO EVIDENCE OF THE STATION OR ITS REFERENCE MARKS COULD BE FOUND
 MJ1274'AT THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0164 ***********************************************************************
 NP0164  DESIGNATION -  PORT=ARP
 NP0164  PID         -  NP0164
 NP0164  STATE/COUNTY-  NE/BOX BUTTE
 NP0164  COUNTRY     -  US
 NP0164  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0164
 NP0164                         *CURRENT SURVEY CONTROL
 NP0164  ______________________________________________________________________
 NP0164* NAD 83(2011) POSITION- 42 03 03.97097(N) 102 48 24.40024(W)   ADJUSTED
 NP0164* NAD 83(2011) ELLIP HT-  1178.523 (meters)        (06/27/12)   ADJUSTED
 NP0164* NAD 83(2011) EPOCH   -  2010.00
 NP0164* NAVD 88 ORTHO HEIGHT -  1197.503 (meters)     3928.81  (feet) POSTED
 NP0164  ______________________________________________________________________
 NP0164  GEOID HEIGHT    -        -18.798 (meters)                     GEOID18
 NP0164  NAD 83(2011) X  - -1,051,589.733 (meters)                     COMP
 NP0164  NAD 83(2011) Y  - -4,626,056.402 (meters)                     COMP
 NP0164  NAD 83(2011) Z  -  4,250,609.753 (meters)                     COMP
 NP0164  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 NP0164  DYNAMIC HEIGHT  -       1196.80  (meters)     3926.5   (feet) COMP
 NP0164  MODELED GRAVITY -    979,995.3   (mgal)                       NAVD 88
 NP0164
 NP0164  VERT ORDER      -  * POSTED, SEE BELOW
 NP0164
 NP0164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0164  Standards:
 NP0164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0164  -------------------------------------------------------------------
 NP0164  NETWORK    0.94   1.33           0.42   0.34   0.68      0.07373511
 NP0164  -------------------------------------------------------------------
 NP0164  Click here for local accuracies and other accuracy information.
 NP0164
 NP0164.This mark is at Alliance Municipal Airport (AIA)
 NP0164
 NP0164.The horizontal coordinates were established by GPS observations
 NP0164.and adjusted by the National Geodetic Survey in June 2012.
 NP0164
 NP0164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0164.been affixed to the stable North American tectonic plate. See 
 NP0164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0164
 NP0164.The horizontal coordinates are valid at the epoch date displayed above
 NP0164.which is a decimal equivalence of Year/Month/Day.
 NP0164
 NP0164.The orthometric height was determined by differential leveling
 NP0164.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0164
 NP0164.* This is a POSTED BENCH MARK height.
 NP0164
 NP0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0164.GEOID18 height accuracy estimate available here.
 NP0164
 NP0164.Click photographs - Photos may exist for this station.
 NP0164
 NP0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0164
 NP0164.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0164
 NP0164.The ellipsoidal height was determined by GPS observations
 NP0164.and is referenced to NAD 83.
 NP0164
 NP0164.The dynamic height is computed by dividing the NAVD 88
 NP0164.geopotential number by the normal gravity value computed on the
 NP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0164.degrees latitude (g = 980.6199 gals.).
 NP0164
 NP0164.The modeled gravity was interpolated from observed gravity values.
 NP0164
 NP0164. The following values were computed from the NAD 83(2011) position.
 NP0164
 NP0164;                    North         East     Units Scale Factor Converg.
 NP0164;SPC NE       -   250,002.659   267,752.091   MT  0.99970382   -1 51 36.2
 NP0164;SPC NE       -   820,217.06    878,449.99   sFT  0.99970382   -1 51 36.2
 NP0164;UTM  13      - 4,657,777.459   681,496.676   MT  1.00000535   +1 28 09.9
 NP0164
 NP0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0164!SPC NE       -   0.99981519  x   0.99970382  =   0.99951907
 NP0164!UTM  13      -   0.99981519  x   1.00000535  =   0.99982054
 NP0164
 NP0164:                Primary Azimuth Mark                     Grid Az
 NP0164:SPC NE       -  B 339                                    342 43 00.0
 NP0164:UTM  13      -  B 339                                    339 23 13.9
 NP0164
 NP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8149657777(NAD 83)
 NP0164
 NP0164|---------------------------------------------------------------------|
 NP0164| PID    Reference Object                     Distance      Geod. Az  |
 NP0164|                                                           dddmmss.s |
 NP0164| CQ4667 PORT RM 1                            10.601 METERS 04303     |
 NP0164| CQ4669 PORT RM 3                            10.845 METERS 12805     |
 NP0164| CQ4668 PORT RM 2                            13.984 METERS 12838     |
 NP0164| CQ4670 PORT RM 4                            45.565 METERS 29255     |
 NP0164| NP0650 ALLIANCE MUNICIPAL TANK             APPROX. 8.5 KM 3163924.9 |
 NP0164| CQ4666 PORT AZ MK                                         3164646.3 |
 NP0164| NP0162 B 339                                              3405123.8 |
 NP0164| AB4113 AIA A                               486.216 METERS 3580515.7 |
 NP0164|---------------------------------------------------------------------|
 NP0164
 NP0164                          SUPERSEDED SURVEY CONTROL
 NP0164
 NP0164  NAD 83(2007)-  42 03 03.97076(N)    102 48 24.40124(W) AD(2002.00) 0
 NP0164  ELLIP H (02/10/07) 1178.550  (m)                       GP(2002.00)    
 NP0164  ELLIP H (12/19/01) 1178.553  (m)                       GP(       ) 4 2
 NP0164  NAD 83(1995)-  42 03 03.97009(N)    102 48 24.40124(W) AD(       ) 3
 NP0164  ELLIP H (09/17/98) 1178.598  (m)                       GP(       ) 4 2
 NP0164  NAD 83(1995)-  42 03 03.96996(N)    102 48 24.40228(W) AD(       ) 3
 NP0164  ELLIP H (08/18/97) 1178.617  (m)                       GP(       ) 4 1
 NP0164  NAD 83(1993)-  42 03 03.96995(N)    102 48 24.40231(W) AD(       ) 3
 NP0164  ELLIP H (01/07/93) 1178.604  (m)                       GP(       ) 4 2
 NP0164  NAD 83(1986)-  42 03 03.96640(N)    102 48 24.40050(W) AD(       ) 3
 NP0164  NAD 27      -  42 03 04.07400(N)    102 48 22.67400(W) AD(       ) 3
 NP0164  NAVD 88 (09/17/98) 1197.4    (m)  UNKNOWN  model used  GPS OBS        
 NP0164  NGVD 29 (??/??/92) 1196.953  (m)         3927.00   (f) ADJ UNCH    2 0
 NP0164  NGVD 29            1196.95   (m)         3927.0    (f) LEVELING    3  
 NP0164
 NP0164.Superseded values are not recommended for survey control.
 NP0164
 NP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0164.See file dsdata.pdf to determine how the superseded data were derived.
 NP0164
 NP0164_MARKER: DS = TRIANGULATION STATION DISK
 NP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0164_STAMPING: PORT 1946 1971 AP 1967
 NP0164_MARK LOGO: CGS
 NP0164_PROJECTION: FLUSH
 NP0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0164+STABILITY: SURFACE MOTION
 NP0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0164+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0164
 NP0164  HISTORY     - Date     Condition        Report By
 NP0164  HISTORY     - 1946     MONUMENTED       CGS
 NP0164  HISTORY     - 1949     GOOD             CGS
 NP0164  HISTORY     - 1963     GOOD             CGS
 NP0164  HISTORY     - 1967     GOOD             LOCSUR
 NP0164  HISTORY     - 1967     GOOD             CGS
 NP0164  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NP0164  HISTORY     - 1971     GOOD             NGS
 NP0164  HISTORY     - 1974     GOOD             NGS
 NP0164  HISTORY     - 1977     GOOD             NGS
 NP0164  HISTORY     - 19800615 GOOD             NGS
 NP0164  HISTORY     - 19890630 GOOD             NGS
 NP0164  HISTORY     - 19970721 GOOD             NGS
 NP0164
 NP0164                          STATION DESCRIPTION
 NP0164
 NP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0164'STATION IS LOCATED ON THE GROUNDS OF THE ALLIANCE ARMY AIR
 NP0164'BASE WHICH IS ABOUT 5.0 MILES SOUTHEAST OF ALLIANCE, NEBRASKA.
 NP0164'THE MARK STAMPED PORT 1946, IS NEAR THE CENTER OF THE AIRFIELD
 NP0164'AT THE INTERSECTION OF ALL CONCRETE RUNWAYS AND IS A STANDARD
 NP0164'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT IS
 NP0164'4 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE MAIN RUNWAY AND
 NP0164'35 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE TAXI
 NP0164'STRIP.
 NP0164'
 NP0164'REFERENCE MARK NO. 1, STAMPED PORT NO 1 1946 IS A STANDARD DISK
 NP0164'SET FLUSH IN THE CONCRETE RUNWAY 30 FEET NORTHEAST OF THE
 NP0164'SOUTHWEST EDGE OF THE MAIN RUNWAY.
 NP0164'
 NP0164'REFERENCE MARK NO. 2, STAMPED PORT NO 2 1946 IS A STANDARD
 NP0164'DISK SET FLUSH IN THE CONCRETE RUNWAY 1 FOOT NORTHEAST OF THE
 NP0164'SOUTHWEST EDGE OF THE MAIN CONCRETE RUNWAY.
 NP0164'
 NP0164'THE AZIMUTH MARK, STAMPED PORT 1946 IS A STANDARD DISK SET
 NP0164'FLUSH IN THE CONCRETE RUNWAY, 2 FEET SOUTHWEST OF THE NORTHEAST
 NP0164'EDGE OF THE MAIN CONCRETE RUNWAY AND 100 FEET SOUTHEAST OF THE
 NP0164'INTERSECTION OF THE NORTHEAST EDGE OF THE MAIN CONCRETE
 NP0164'RUNWAY AND THE SOUTH EDGE OF THE CONCRETE RUNWAY PARALLELING
 NP0164'THE HANGARS OF THE AIRFIELD.
 NP0164'
 NP0164'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0164'NO. 2 AND 19 AT THE EAST EDGE OF THE CITY OF ALLIANCE, NEBRAKA.
 NP0164'GO EASTERLY ON ST. HIGHWAY NO. 2 FOR 2.2 MILES TO A T ROAD
 NP0164'LEADING SOUTH.  TURN SOUTH, RIGHT, AND GO 1.2 MILES TO THE
 NP0164'ENTRANCE TO ALLIANCE, ARMY AIR BASE.  FROM THE ENTRANCE TO
 NP0164'THE BASE, FOLLOW AVENUE C SOUTH AND EAST OF 1.0 MILES TO 5TH
 NP0164'STREET TURN RIGHT, SOUTH, ON 5TH STREET AND GO 0.25 MILE TO HANGAR
 NP0164'NO. 3.  CONTINUE SOUTH ON TAXI STRIP FOR 0.75 MILE TO
 NP0164'INTERSECTION OF ALL RUNWAYS AND STATION IN GRASSY AREA
 NP0164'BETWEEN NORTH-SOUTH TAXI STRIP AND SOUTHWEST EDGE OF MAIN
 NP0164'CONCRETE RUNWAY.
 NP0164'
 NP0164'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 NP0164'MAIN RUNWAY FOR 0.7 MILE TO THE NORTHEAST EDGE OF RUNWAY AND
 NP0164'MARK.
 NP0164
 NP0164                          STATION RECOVERY (1949)
 NP0164
 NP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 NP0164'CHANGE DESCRIPTION TO READ NW-SE RUNWAY INSTED OF MAIN RUNWAY
 NP0164'
 NP0164'REFERENCE MARK 1 IS DESTROYED
 NP0164
 NP0164                          STATION RECOVERY (1963)
 NP0164
 NP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 NP0164'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 NP0164'TO BE IN CONDITION.  THE DRILL HOLE FOR THE AZIMUTH MARK AND THE
 NP0164'SHANK OF REFERENCE MARK 1 REMAIN.  THE 1946 DESCRIPTION IS
 NP0164'ADEQUATE FOR RECOVERY.
 NP0164
 NP0164                          STATION RECOVERY (1967)
 NP0164
 NP0164'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0164'RECOVERED BY AERO PARTY 87.
 NP0164'
 NP0164'THE TRIANGULATION STATION AND R.M. NO. 2 WERE RECOVERED AS
 NP0164'DESCRIBED, AND FOUND TO BE IN GOOD CONDITION.  THE SHANK OF
 NP0164'R.M. NO. 1 WAS ALSO RECOVERED.
 NP0164'
 NP0164'THE DRILL HOLE FOR THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NP0164'FOUND.
 NP0164'
 NP0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALLIANCE
 NP0164'MUNICIPAL AIRPORT
 NP0164
 NP0164                          STATION RECOVERY (1967)
 NP0164
 NP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NP0164'AT ALLIANCE MUN AIRPORT.
 NP0164'THE STATION IS LOCATED AT THE ALLIANCE MUNICIPAL AIRPORT.  227.7
 NP0164'FT. SSE FROM THE CENTERLINE INTERSECTION OF RUNWAYS 12-30 AND
 NP0164'4-22, 78.4 FT. SW FROM THE CENTERLINE OF RUNWAY 12-30, 113.3 FT.
 NP0164'SE FROM THE FIRST RUNWAY LIGHT SLUTH OF INTERSECTION OF RUNWAY
 NP0164'12-30 AND 4-22, 81.7 FT. NW FROM SECOND RUNWAY LIGHT SOUTH
 NP0164'OF INTERSECTION OF RUNWAYS 12-30 AND 16-34, AND 1.5 FT. SE FROM A
 NP0164'4 IN X 4 IN WOODEN POST.  THE STANDARD USC AND GS TRIANGULATION
 NP0164'DISK STAMPED ARP 1967=PORT 1946, IMBEDDED IN A 10 IN X 10 IN
 NP0164'SQUARE CONCRETE BLOCK PROJECTING 8 IN ABOVE THE GROUND.
 NP0164
 NP0164                          STATION RECOVERY (1971)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NP0164'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NP0164'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 NP0164'MARK WERE SEARCHED FOR BUT NOT FOUND.  THE MARKS HAVE BEEN
 NP0164'DESTROYED OR COVERED WITH ASPHALT.
 NP0164'
 NP0164'AT THE REQUEST OF THE DEPARTMENT OF AERONAUTICS OF THE STATE
 NP0164'OF NEBRASKA, THE STATION UNDERGROUND AND SURFACE MARKS WERE
 NP0164'LOWERED VERTICALLY IN PLACE, ALSO REFERENCE MARK NO. 3,
 NP0164'REFERENCE MARK NO. 4 WERE SET.  BENCH MARK B 339 1967 WAS USED
 NP0164'AS THE AZIMUTH MARK.
 NP0164'
 NP0164'FOLLOWING IS A NEW DESCRIPTION.
 NP0164'
 NP0164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND
 NP0164'STATE HIGHWAY 2 AT THE EAST EDGE OF ALLIANCE, GO EAST ON STATE
 NP0164'HIGHWAY 2 FOR 2.3 MILES TO AIRPORT ROAD ON THE RIGHT. TURN
 NP0164'RIGHT AND GO SOUTH ON AIRPORT ROAD FOR 1.1 MILES TO BENCH MARK
 NP0164'B 339 (AZIMUTH MARK) ON THE LEFT.  CONTINUE SOUTH AND THEN
 NP0164'EAST ON AIRPORT ROAD FOR 1.25 MILES TO THE ALLIANCE MUNICIPAL
 NP0164'AIRPORT TERMINAL BUILDING.  GO SOUTH ON A TAXI STRIP FOR
 NP0164'0.75 MILE TO THE INTERSECTION OF RUNWAYS AND THE STATION ON
 NP0164'THE LEFT NEAR THE SOUTHWEST SIDE OF THE NORTHWEST-SOUTHEAST
 NP0164'RUNWAY.
 NP0164'
 NP0164'STATION MARK, A STANDARD DISK STAMPED PORT 1946 1971 AP 1967,
 NP0164'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 NP0164'THE SURFACE OF THE GROUND.  IT IS 113.5 FEET SOUTHEAST OF A
 NP0164'RUNWAY LIGHT AT THE SOUTHEAST SIDE OF THE INTERSECTION OF RUNWAYS,
 NP0164'81.5 FEET NORTHWEST OF A RUNWAY LIGHT, AND 4 FEET SOUTHWEST
 NP0164'OF THE SOUTHWEST EDGE OF THE RUNWAY.  THE UNDERGROUND DISK,
 NP0164'STAMPED PORT 1946 1971, IS SET IN THE TOP OF AN IRREGULAR
 NP0164'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0164'
 NP0164'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PORT 1946 NO. 3
 NP0164'1971, IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN ASPHALT
 NP0164'AND CONCRETE BASE AT THE SOUTHWEST SIDE OF THE RUNWAY.  IT
 NP0164'IS 0.5 FEET NORTH OF THE SOUTHWEST EDGE OF THE RUNWAY.
 NP0164'
 NP0164'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PORT 1946 NO. 4
 NP0164'1971, IS CEMENTED IN A DRILL HOLE IN A CONCRETE RUNWAY.  IT
 NP0164'IS 0.5 FEET WEST OF THE EAST EDGE OF CONCRETE TAXI STRIP.
 NP0164'
 NP0164'BENCH MARK B 339 (AZIMUTH MARK), A STANDARD DISK STAMPED B
 NP0164'339 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 NP0164'WITH THE SURFACE OF THE GROUND.  IT IS 131.5 FEET NORTH OF THE
 NP0164'CENTER OF AN EAST-WEST ROAD, 58.5 FEET EAST OF THE CENTER OF
 NP0164'AIRPORT ROAD, 28.5 FEET NORTH OF A POWERLINE POLE, AND 2.5
 NP0164'FEET SOUTH OF A METAL WITNESS POST.
 NP0164'
 NP0164'NOTE--THE STATION MARK WAS LOWERED -0.176 METERS.
 NP0164'
 NP0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 NP0164'SOUTHEAST OF ALLIANCE.
 NP0164
 NP0164                          STATION RECOVERY (1971)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0164'RECOVERED IN GOOD CONDITION.
 NP0164
 NP0164                          STATION RECOVERY (1974)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 NP0164'STATION AND R.M.S 3 AND 4 RECOVERED IN GOOD CONDITION, NO
 NP0164'DESCRIPTION FURNISHED.
 NP0164'
 NP0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE
 NP0164'OF ALLIANCE
 NP0164
 NP0164                          STATION RECOVERY (1977)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0164'RECOVERED IN GOOD CONDITION.
 NP0164
 NP0164                          STATION RECOVERY (1980)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0164'THE STATION IS LOCATED 227.7 FT (69.4 M) SOUTH-SOUTHEAST OF THE
 NP0164'MIDFIELD INTERSECTION, 113.3 FT (34.5 M) SOUTHEAST OF THE FIRST RUNWAY
 NP0164'LIGHT SOUTH OF THE INTERSECTION, 81.7 FT (24.9 M) NORTHWEST OF THE
 NP0164'SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION, 78.4 FT (23.9 M)
 NP0164'SOUTHWEST OF THE CENTERLINE OF RUNWAY 12/30, AND 1.5 FT (0.5 M)
 NP0164'NORTHWEST OF A 4 INCH SQUARE WOODEN POST.  THE STATION IS MARKED WITH
 NP0164'A STANDARD CGS TRIANGULATION STATION DISK, STAMPED PORT 1946 1971 ARP
 NP0164'1967, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 NP0164'ABOUT 8 INCHES ABOVE GROUND.
 NP0164
 NP0164                          STATION RECOVERY (1989)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0164'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF ALLIANCE, IN
 NP0164'THE SOUTH ANGLE OF THE JUNCTION OF RUNWAY 12-30 AND A CLOSED RUNWAY AT
 NP0164'THE ALLIANCE MUNICIPAL AIRPORT.  OWNERSHIP--ALLIANCE AIRPORT
 NP0164'AUTHORITY, P.O. DRAWER D, ALLIANCE, NE 69301.  AIRPORT MANAGER IS THE
 NP0164'CITY MANAGER LYLE LANCE III, TELEPHONE 308-762-5400.
 NP0164'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 NP0164'HIGHWAY 2 ON THE EAST SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR
 NP0164'3.59 KM (2.25 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 NP0164'THE PAVED ROAD FOR 3.00 KM (1.85 MI) TO A GRAVEL ROAD ON THE RIGHT
 NP0164'JUST PAST A NOAA BUILDING AND RADOME.  CONTINUE AHEAD FOR 0.23 KM
 NP0164'(0.15 MI) TO A GRAVEL ROAD RIGHT LEADING TO A LOCKED GATE AND HANGARS.
 NP0164'TURN RIGHT AND GO SOUTH FOR 0.04 KM (140 FT) TO THE GATE.  PASS
 NP0164'THROUGH THE GATE THEN TURN LEFT AND GO EAST ON A DIM LANE, THEN APRON
 NP0164'FOR 0.47 KM (0.30 MI) TO THE FIELD SIDE OF THE TERMIAL BUILDING.  TURN
 NP0164'RIGHT AND GO SOUTH CROSSING AN APRON FOR 0.10 KM (0.05 MI) TO A
 NP0164'TAXIWAY LEADING SOUTH.  CONTINUE SOUTH ON THE TAXIWAY FOR 0.96 KM
 NP0164'(0.60 MI) TO RUNWAY 12-30.  CROSS THE RUNWAY AND GO FOR 0.08 KM
 NP0164'(0.05 MI) TO THE STATION ON THE LEFT.
 NP0164'THE STATION MARK IS 42.4 M (139.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 NP0164'OF THE CLOSED RUNWAY, 24.9 M (81.7 FT) NORTHWEST OF A RUNWAY LIGHT,
 NP0164'1.0 M (3.3 FT) SOUTHWEST OF THE EDGE OF RUNWAY 12-30, 0.2 M (0.7 FT)
 NP0164'SOUTHEAST OF A SHORT CARSONITE WITNESS POST AND PROJECTING 2 CM.
 NP0164'DESCRIBED BY R.D.BALL.
 NP0164
 NP0164                          STATION RECOVERY (1997)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0164'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIACH, 5.6 MI
 NP0164'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT AND
 NP0164'ALONG THE SOUTHWEST EDGE AND NEAR THE CENTER OF RUNWAY 12-30.
 NP0164'OWNERSHIP--ALLIANCE AIRPORT AUTHORITY, PO BOX D, ALLIANCE, NE 69301.
 NP0164'AIRPORT MANAGER IS BARB WATSON, PHONE (308) 762-4512.  CONTACT TERRY
 NP0164'WEISGERBER, PHONE (308) 762-6413.  TO REACH THE STATION FROM THE
 NP0164'JUNCTION OF US HIGHWAY 385 NORTH AND STATE HIGHWAY 2 ON THE EAST SIDE
 NP0164'OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 2.25 MI (3.62 KM) TO A
 NP0164'PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST ON THE PAVED
 NP0164'ROAD FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE RIGHT (JUST PAST A
 NP0164'NOAA BUILDING AND RADAR DOME) , CONTINUE AHEAD AND GO SOUTHEAST THEN
 NP0164'EAST ON THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD RIGHT
 NP0164'LEADING TO A GATE (FIRST GATE WEST OF THE BEACON) , TURN RIGHT AND GO
 NP0164'SOUTH ON THE GRAVEL ROAD FOR 150 FT (45.7 M) TO THE GATE, PASS THROUGH
 NP0164'THE GATE AND GO SOUTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A APRON
 NP0164'EDGE/PARALLEL TAXIWAY, TURN LEFT AND GO EAST ON THE PARALLEL TAXIWAY
 NP0164'FOR 0.05 MI (0.08 KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH ON A
 NP0164'TAXIWAY FOR 0.60 MI (0.97 KM) TO RUNWAY 12-30 AND THE STATION ON THE
 NP0164'LEFT JUST PAST THE RUNWAY.  THE STATION IS 139.1 FT (42.4 M) SOUTHEAST
 NP0164'OF THE SOUTHEAST EDGE OF A CLOSED RUNWAY, 81.7 FT (24.9 M) NORTHWEST
 NP0164'OF A RUNWAY LIGHT, 3.3 FT (1.0 M) SOUTHWEST OF THE EDGE OF RUNWAY
 NP0164'12-30, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0619 ***********************************************************************
 MN0619  DESIGNATION -  POST
 MN0619  PID         -  MN0619
 MN0619  STATE/COUNTY-  NE/KIMBALL
 MN0619  COUNTRY     -  US
 MN0619  USGS QUAD   -  BUSHNELL SW (2017)
 MN0619
 MN0619                         *CURRENT SURVEY CONTROL
 MN0619  ______________________________________________________________________
 MN0619* NAD 83(1995) POSITION- 41 02 16.73169(N) 103 59 55.81904(W)   ADJUSTED
 MN0619* NAVD 88 ORTHO HEIGHT -  1601.    (meters)     5253.    (feet) SCALED
 MN0619  ______________________________________________________________________
 MN0619  GEOID HEIGHT    -        -18.436 (meters)                     GEOID18
 MN0619  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 MN0619  HORZ ORDER      -  SECOND
 MN0619
 MN0619.The horizontal coordinates were established by classical geodetic methods
 MN0619.and adjusted by the National Geodetic Survey in August 1997.
 MN0619
 MN0619.The orthometric height was scaled from a topographic map.
 MN0619
 MN0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0619.GEOID18 height accuracy estimate available here.
 MN0619
 MN0619.Click photographs - Photos may exist for this station.
 MN0619
 MN0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0619
 MN0619. The following values were computed from the NAD 83(1995) position.
 MN0619
 MN0619;                    North         East     Units Scale Factor Converg.
 MN0619;SPC NE       -   141,519.835   163,973.672   MT  0.99969172   -2 39 00.1
 MN0619;SPC NE       -   464,302.99    537,970.29   sFT  0.99969172   -2 39 00.1
 MN0619;SPC WY E     -    60,395.839   298,193.819   MT  1.00005613   +0 46 00.5
 MN0619;SPC WY E     -   198,148.68    978,324.22   sFT  1.00005613   +0 46 00.5
 MN0619;UTM  13      - 4,543,456.067   584,151.452   MT  0.99968715   +0 39 26.5
 MN0619
 MN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0619!SPC NE       -   0.99975185  x   0.99969172  =   0.99944365
 MN0619!SPC WY E     -   0.99975185  x   1.00005613  =   0.99980797
 MN0619!UTM  13      -   0.99975185  x   0.99968715  =   0.99943908
 MN0619
 MN0619:                Primary Azimuth Mark                     Grid Az
 MN0619:SPC NE       -  POST AZ MK                               136 22 20.2
 MN0619:SPC WY E     -  POST AZ MK                               132 57 19.6
 MN0619:UTM  13      -  POST AZ MK                               133 03 53.6
 MN0619
 MN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8415143456(NAD 83)
 MN0619
 MN0619|---------------------------------------------------------------------|
 MN0619| PID    Reference Object                     Distance      Geod. Az  |
 MN0619|                                                           dddmmss.s |
 MN0619| CP8412 POST AZ MK                                         1334320.1 |
 MN0619| CP8413 POST RM 1                            16.962 METERS 18607     |
 MN0619| CP8414 POST RM 2                            13.832 METERS 35100     |
 MN0619|---------------------------------------------------------------------|
 MN0619
 MN0619                          SUPERSEDED SURVEY CONTROL
 MN0619
 MN0619  NAD 83(1993)-  41 02 16.73161(N)    103 59 55.81906(W) AD(       ) 2
 MN0619  NAD 83(1992)-  41 02 16.72693(N)    103 59 55.81955(W) AD(       ) 2
 MN0619  NAD 83(1986)-  41 02 16.72599(N)    103 59 55.81854(W) AD(       ) 2
 MN0619  NAD 27      -  41 02 16.78460(N)    103 59 54.00410(W) AD(       ) 2
 MN0619
 MN0619.Superseded values are not recommended for survey control.
 MN0619
 MN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0619.See file dsdata.pdf to determine how the superseded data were derived.
 MN0619
 MN0619_MARKER: DS = TRIANGULATION STATION DISK
 MN0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0619_STAMPING: POST 1963
 MN0619_MARK LOGO: CGS
 MN0619_PROJECTION: FLUSH
 MN0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0619+STABILITY: SURFACE MOTION
 MN0619
 MN0619  HISTORY     - Date     Condition        Report By
 MN0619  HISTORY     - 1963     MONUMENTED       CGS
 MN0619
 MN0619                          STATION DESCRIPTION
 MN0619
 MN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0619'THE STATION IS 10 MILES SOUTH AND 3-1/2 MILES EAST OF PINE
 MN0619'BLUFFS, WYOMING, IN SECTION 1, T 13 N, R 58 W, AND ON PROPERTY
 MN0619'OWNED BY MR. CHET GIFFORD OF ALBUQUERQUE, NEW MEXICO.
 MN0619'
 MN0619'TO REACH THE STATION FROM THE CAUTION LIGHT, AT THE JUNCTION
 MN0619'OF U.S. HIGHWAY 30 AND MAIN STREET, IN PINE BLUFFS, WYOMING,
 MN0619'GO EAST ON HIGHWAY 30 FOR 0.3 MILE TO BEECH STREET.  TURN
 MN0619'RIGHT AND GO SOUTH ON BEECH STREET AND A BLACKTOP ROAD FOR
 MN0619'6.95 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE BLACKTOP ROAD
 MN0619'FOR 3.0 MILES TO A CURVE IN THE BLACKTOP ROAD AND A SIDE ROAD
 MN0619'ON THE LEFT.  TURN LEFT AND GO EAST, SOUTH, AND EAST ON A
 MN0619'GRAVEL ROAD FOR 4.45 MILES TO A SECTION LINE ROAD ON THE LEFT
 MN0619'AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.  TURN LEFT AND
 MN0619'GO NORTH ON THE SECTION LINE ROAD FOR 0.35 MILE TO A TRACK
 MN0619'ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE TRACK
 MN0619'ROAD FOR 0.35 MILE TO THE TOP OF A SMALL RISE, A WIRE GATE IN
 MN0619'A NORTH-SOUTH FENCE, AND THE STATION ON THE RIGHT.
 MN0619'
 MN0619'STATION MARKS ARE STANDARD DISKS STAMPED POST 1963.  THE SURFACE
 MN0619'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0619'OF THE GROUND.  IT IS 8 FEET NORTHEAST OF THE NORTH GATE POST,
 MN0619'4.6 FEET EAST OF THE FENCE, AND 4 FEET EAST OF A METAL WITNESS
 MN0619'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0619'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0619'
 MN0619'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POST NO 1 1963,
 MN0619'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0619'THE GROUND.  IT IS 36.5 FEET SOUTH OF THE SOUTH GATE POST, AND
 MN0619'1.2 FEET WEST OF THE FENCE.
 MN0619'
 MN0619'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POST NO 2 1963,
 MN0619'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0619'THE GROUND.  IT IS 45.2 FEET NORTH OF THE METAL WITNESS POST,
 MN0619'AND 1.4 FEET EAST OF THE FENCE.
 MN0619'
 MN0619'AZIMUTH MARK, A STANDARD DISK STAMPED POST 1963, IS SET IN
 MN0619'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32.8
 MN0619'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 18 FEET EAST OF
 MN0619'THE CENTER OF THE SECTION LINE ROAD, AND 2 FEET WEST OF A METAL
 MN0619'WITNESS POST.
 MN0619'
 MN0619'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0722 ***********************************************************************
 NP0722  DESIGNATION -  POSVAR
 NP0722  PID         -  NP0722
 NP0722  STATE/COUNTY-  NE/SIOUX
 NP0722  COUNTRY     -  US
 NP0722  USGS QUAD   -  MARSLAND SW (2017)
 NP0722
 NP0722                         *CURRENT SURVEY CONTROL
 NP0722  ______________________________________________________________________
 NP0722* NAD 83(1995) POSITION- 42 18 30.21232(N) 103 27 20.50953(W)   ADJUSTED
 NP0722* NAVD 88 ORTHO HEIGHT -  1426.    (meters)     4678.    (feet) SCALED
 NP0722  ______________________________________________________________________
 NP0722  GEOID HEIGHT    -        -18.023 (meters)                     GEOID18
 NP0722  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 NP0722  HORZ ORDER      -  FIRST
 NP0722
 NP0722.The horizontal coordinates were established by classical geodetic methods
 NP0722.and adjusted by the National Geodetic Survey in August 1997.
 NP0722
 NP0722.The orthometric height was scaled from a topographic map.
 NP0722
 NP0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0722.GEOID18 height accuracy estimate available here.
 NP0722
 NP0722.Click photographs - Photos may exist for this station.
 NP0722
 NP0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0722
 NP0722. The following values were computed from the NAD 83(1995) position.
 NP0722
 NP0722;                    North         East     Units Scale Factor Converg.
 NP0722;SPC NE       -   280,495.513   215,224.596   MT  0.99975670   -2 17 24.3
 NP0722;SPC NE       -   920,259.03    706,116.03   sFT  0.99975670   -2 17 24.3
 NP0722;UTM  13      - 4,685,172.322   627,277.576   MT  0.99979932   +1 02 22.7
 NP0722
 NP0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0722!SPC NE       -   0.99977927  x   0.99975670  =   0.99953603
 NP0722!UTM  13      -   0.99977927  x   0.99979932  =   0.99957864
 NP0722
 NP0722:                Primary Azimuth Mark                     Grid Az
 NP0722:SPC NE       -  POSVAR AZ MK                             097 05 26.6
 NP0722:UTM  13      -  POSVAR AZ MK                             093 45 39.6
 NP0722
 NP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2727785172(NAD 83)
 NP0722
 NP0722|---------------------------------------------------------------------|
 NP0722| PID    Reference Object                     Distance      Geod. Az  |
 NP0722|                                                           dddmmss.s |
 NP0722| CQ4673 POSVAR AZ MK                                       0944802.3 |
 NP0722| CQ4674 POSVAR RM 1                         146.990 METERS 11616     |
 NP0722| CQ4675 POSVAR RM 2                          74.844 METERS 20259     |
 NP0722|---------------------------------------------------------------------|
 NP0722
 NP0722                          SUPERSEDED SURVEY CONTROL
 NP0722
 NP0722  NAD 83(1993)-  42 18 30.21232(N)    103 27 20.50990(W) AD(       ) 1
 NP0722  NAD 83(1986)-  42 18 30.21343(N)    103 27 20.50794(W) AD(       ) 1
 NP0722  NAD 27      -  42 18 30.35100(N)    103 27 18.73900(W) AD(       ) 1
 NP0722
 NP0722.Superseded values are not recommended for survey control.
 NP0722
 NP0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0722.See file dsdata.pdf to determine how the superseded data were derived.
 NP0722
 NP0722_MARKER: DS = TRIANGULATION STATION DISK
 NP0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0722_STAMPING: POSVAR 1934
 NP0722_MARK LOGO: CGS
 NP0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0722+STABILITY: SURFACE MOTION
 NP0722
 NP0722  HISTORY     - Date     Condition        Report By
 NP0722  HISTORY     - 1934     MONUMENTED       CGS
 NP0722
 NP0722                          STATION DESCRIPTION
 NP0722
 NP0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0722'STATION IS LOCATED ABOUT 20 MILES W OF HEMINGFORD AND 1/2 MILE
 NP0722'W OF THE BOX BUTTE-SIOUX COUNTY LINE.  IT IS ON THE HIGHEST
 NP0722'POINT OF A HIGH, GRASSY HILL, THE HIGHEST HILL FOR SEVERAL
 NP0722'MILES AROUND.  IT IS 0.6 MILE SW OF THE FARMHOUSE AND BUILDINGS
 NP0722'OWNED BY A MR. STUMF AND AT THE PRESENT TIME OCCUPIED BY F.W.
 NP0722'POSVAR.
 NP0722'
 NP0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0722'BRONZE DISKS SET IN CONCRETE.
 NP0722'
 NP0722'THE STATION MARK PROJECTS 5 INCHES AND IS 75 YARDS N OF AN E-W
 NP0722'FENCE.
 NP0722'
 NP0722'REFERENCE MARK NO. 1 IS ESE AND NO. 2, SSW OF THE STATION.
 NP0722'BOTH MARKS ARE IN THE SAME E-W FENCE MENTIONED ABOVE AND PROJECT
 NP0722'4 INCHES.
 NP0722'
 NP0722'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS E OF THE STATION.  IT
 NP0722'IS AT A T-INTERSECTION OF THE ABOVE-MENTIONED E-W FENCE AND A N-S
 NP0722'FENCE.
 NP0722'
 NP0722'TO REACH STATION FROM MARSLAND, GO W FROM THE WINDMILL IN
 NP0722'THE MAIN STREET 0.5 MILE TO THE INTERSECTION OF STATE ROUTE 2.
 NP0722'HERE TURN LEFT, S AND FOLLOW ROUTE 2, 9 MILES TO A POINT WHERE
 NP0722'IT TURNS SHARP RIGHT, E.  (THERE IS A CHURCH AND SMALL CEMETERY
 NP0722'IN THE SE ANGLE OF THIS INTERSECTION.  THIS POINT IS 13 MILES
 NP0722'W OF HEMINGFORD.) HERE LEAVE ROUTE 2, TURN LEFT, W AND FOLLOW
 NP0722'GRADED ROAD 7.0 MILES TO A POINT WHERE THE GRADED ROAD TURNS
 NP0722'SHARP RIGHT, N.  HERE LEAVE GRADED ROAD, TURN LEFT, S AND
 NP0722'FOLLOW TRACK ROAD 0.5 MILE TO STUMFS HOUSE AND BUILDINGS ON THE
 NP0722'RIGHT SIDE OF THE ROAD.  HERE TURN RIGHT, PASS THROUGH YARD
 NP0722'AND GATE ON E SIDE OF BARN, THEN THROUGH CORRAL ON S SIDE OF
 NP0722'BARN AND THEN GO 0.6 MILE SW ACROSS PASTURE TO TOP OF HILL
 NP0722'AND STATION.
 NP0722'
 NP0722'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0558 ***********************************************************************
 MN0558  DESIGNATION -  POTTER
 MN0558  PID         -  MN0558
 MN0558  STATE/COUNTY-  NE/CHEYENNE
 MN0558  COUNTRY     -  US
 MN0558  USGS QUAD   -  POTTER (2017)
 MN0558
 MN0558                         *CURRENT SURVEY CONTROL
 MN0558  ______________________________________________________________________
 MN0558* NAD 83(1995) POSITION- 41 10 57.96538(N) 103 19 48.64189(W)   ADJUSTED
 MN0558* NAVD 88 ORTHO HEIGHT -  1403.    (meters)     4603.    (feet) SCALED
 MN0558  ______________________________________________________________________
 MN0558  GEOID HEIGHT    -        -19.320 (meters)                     GEOID18
 MN0558  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 MN0558  HORZ ORDER      -  FIRST
 MN0558
 MN0558.The horizontal coordinates were established by classical geodetic methods
 MN0558.and adjusted by the National Geodetic Survey in August 1997.
 MN0558
 MN0558.The orthometric height was scaled from a topographic map.
 MN0558
 MN0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0558.GEOID18 height accuracy estimate available here.
 MN0558
 MN0558.Click photographs - Photos may exist for this station.
 MN0558
 MN0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0558
 MN0558. The following values were computed from the NAD 83(1995) position.
 MN0558
 MN0558;                    North         East     Units Scale Factor Converg.
 MN0558;SPC NE       -   155,200.651   220,750.266   MT  0.99967440   -2 12 24.8
 MN0558;SPC NE       -   509,187.47    724,244.83   sFT  0.99967440   -2 12 24.8
 MN0558;UTM  13      - 4,560,390.367   640,048.591   MT  0.99984139   +1 05 58.9
 MN0558
 MN0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0558!SPC NE       -   0.99978306  x   0.99967440  =   0.99945753
 MN0558!UTM  13      -   0.99978306  x   0.99984139  =   0.99962449
 MN0558
 MN0558:                Primary Azimuth Mark                     Grid Az
 MN0558:SPC NE       -  POTTER AZ MK                             009 53 51.2
 MN0558:UTM  13      -  POTTER AZ MK                             006 35 27.5
 MN0558
 MN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4004860390(NAD 83)
 MN0558
 MN0558|---------------------------------------------------------------------|
 MN0558| PID    Reference Object                     Distance      Geod. Az  |
 MN0558|                                                           dddmmss.s |
 MN0558| CP8415 POTTER AZ MK                                       0074126.4 |
 MN0558| MN0560 POTTER MUNICIPAL TANK               APPROX. 4.2 KM 0141837.4 |
 MN0558| CP8416 POTTER RM 1                          39.782 METERS 13848     |
 MN0558| CP8417 POTTER RM 2                          27.174 METERS 34332     |
 MN0558|---------------------------------------------------------------------|
 MN0558
 MN0558                          SUPERSEDED SURVEY CONTROL
 MN0558
 MN0558  NAD 83(1993)-  41 10 57.96365(N)    103 19 48.64185(W) AD(       ) 1
 MN0558  NAD 83(1986)-  41 10 57.95790(N)    103 19 48.64188(W) AD(       ) 1
 MN0558  NAD 27      -  41 10 58.02370(N)    103 19 46.88630(W) AD(       ) 1
 MN0558
 MN0558.Superseded values are not recommended for survey control.
 MN0558
 MN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0558.See file dsdata.pdf to determine how the superseded data were derived.
 MN0558
 MN0558_MARKER: DS = TRIANGULATION STATION DISK
 MN0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0558_STAMPING: POTTER 1934
 MN0558_MARK LOGO: CGS
 MN0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0558+STABILITY: SURFACE MOTION
 MN0558
 MN0558  HISTORY     - Date     Condition        Report By
 MN0558  HISTORY     - 1934     MONUMENTED       CGS
 MN0558  HISTORY     - 1958     GOOD             CGS
 MN0558  HISTORY     - 1963     GOOD             CGS
 MN0558
 MN0558                          STATION DESCRIPTION
 MN0558
 MN0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0558'STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF POTTER.  IT IS
 MN0558'ON THE CENTRAL PART OF A PROMINENT RIDGE AND IS ABOUT 150 YARDS
 MN0558'WEST OF A GRAVELED ROAD.  THE MARK PROJECTS 8 INCHES.
 MN0558'
 MN0558'THE STATION IS REACHED FROM POTTER BY GOING SOUTH FROM U.S.
 MN0558'HIGHWAY 30 ON A GRAVELED ROAD FOR 1.8 MILES TO A POINT WHERE
 MN0558'THE ROAD TURNS TO THE SOUTH AFTER BEARING TO THE WEST.  DRIVE
 MN0558'STRAIGHT AHEAD TO FARM BUILDINGS, PASS THROUGH THE BARNYARD
 MN0558'GATE AND DRIVE SOUTH ALONG THE WEST SIDE OF A FENCE 0.7 MILE
 MN0558'TO THE TOP OF THE RIDGE AND THE STATION.
 MN0558'
 MN0558'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0558'BRONZE DISKS SET AS DESCRIBED.
 MN0558'
 MN0558'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND PROJECTS
 MN0558'8 INCHES.
 MN0558'
 MN0558'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND PROJECTS
 MN0558'8 INCHES.
 MN0558'
 MN0558'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTH-NORTHEAST OF THE
 MN0558'STATION, 42 FEET NORTH OF THE CENTER OF THE ROAD LEADING INTO
 MN0558'A FARMYARD JUST WEST OF CURVE IN A GRAVELED ROAD AND PROJECTS
 MN0558'8 INCHES.
 MN0558'
 MN0558'A 4-FOOT STAND WAS ERECTED.
 MN0558
 MN0558                          STATION RECOVERY (1958)
 MN0558
 MN0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0558'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 MN0558'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 MN0558'THAT THE AZIMUTH MARK IS IN A PASTURE 33 FEET WEST OF A FENCE
 MN0558'AND 51 FEET NORTH OF A FENCE.  IT PROJECTS 3 INCHES.
 MN0558
 MN0558                          STATION RECOVERY (1963)
 MN0558
 MN0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0558'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 MN0558'DUE TO CHANGES IN ROADS AND BUILDINGS BEING TORN DOWN A NEW
 MN0558'AND COMPLETE DESCRIPTION FOLLOWS.
 MN0558'
 MN0558'THE STATION IS LOCATED ON A LOW PROMINENT RIDGE ABOUT 2-1/2
 MN0558'MILES SOUTH-SOUTHWEST OF POTTER AND 1/4 MILE WEST OF A GRAVEL
 MN0558'ROAD, IN THE SW 1/4 OF SECTION 18 T14N R52W.
 MN0558'
 MN0558'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND
 MN0558'U.S. HIGHWAY 30 IN POTTER GO WEST ON HIGHWAY 30 FOR 0.1 MILE
 MN0558'TO A SIDE ROAD LEFT, TURN LEFT, SOUTH, ON GRAVEL ROAD FOR
 MN0558'1.8 MILES TO A POINT WHERE THE GRAVEL ROAD TURNS SOUTH (TO
 MN0558'REACH THE AZIMUTH MARK FROM HERE GO STRAIGHT AHEAD ON DIM
 MN0558'TRACK ROAD FOR 0.05 MILE TO A FENCE CORNER AND THE MARK
 MN0558'AS DESCRIBED), CONTINUE SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO A
 MN0558'FIELD ROAD RIGHT, TURN RIGHT ON FIELD ROAD FOR 0.05 MILE, TURN
 MN0558'LEFT AND PICK WAY SOUTH TO TOP OF RIDGE AND STATION NEAR THE
 MN0558'CENTER OF THE RIDGE.
 MN0558'
 MN0558'STATION MARK IS A STANDARD DISK STAMPED POTTER 1934 SET IN THE
 MN0558'TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 MN0558'INCHES.  IT IS 5.5 FEET NORTH OF A WITNESS POST.
 MN0558'
 MN0558'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POTTER NO 1 1934
 MN0558'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0558'8 INCHES.  IT IS 133.6 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 MN0558'
 MN0558'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POTTER NO 2 1934
 MN0558'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 MN0558'6 INCHES.  IT IS 84.6 FEET NORTH-NORTHWEST OF THE WITNESS
 MN0558'POST.
 MN0558'
 MN0558'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POTTER 1934 SET
 MN0558'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0558'3 INCHES.  IT IS 59 FEET NORTH OF AN EAST-WEST FENCE, 37 FEET
 MN0558'WEST OF A NORTH-SOUTH FENCE AND 2.8 FEET SOUTH OF A WITNESS
 MN0558'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0560 ***********************************************************************
 MN0560  DESIGNATION -  POTTER MUNICIPAL TANK
 MN0560  PID         -  MN0560
 MN0560  STATE/COUNTY-  NE/CHEYENNE
 MN0560  COUNTRY     -  US
 MN0560  USGS QUAD   -  POTTER (2017)
 MN0560
 MN0560                         *CURRENT SURVEY CONTROL
 MN0560  ______________________________________________________________________
 MN0560* NAD 83(1995) POSITION- 41 13 09.34572(N) 103 19 04.25568(W)   ADJUSTED
 MN0560  ______________________________________________________________________
 MN0560  GEOID HEIGHT    -        -19.362 (meters)                     GEOID18
 MN0560  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 MN0560  HORZ ORDER      -  THIRD
 MN0560
 MN0560.The horizontal coordinates were established by classical geodetic methods
 MN0560.and adjusted by the National Geodetic Survey in August 1997.
 MN0560
 MN0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0560.GEOID18 height accuracy estimate available here.
 MN0560
 MN0560.Click photographs - Photos may exist for this station.
 MN0560
 MN0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0560
 MN0560. The following values were computed from the NAD 83(1995) position.
 MN0560
 MN0560;                    North         East     Units Scale Factor Converg.
 MN0560;SPC NE       -   159,209.595   221,939.084   MT  0.99967104   -2 11 55.4
 MN0560;SPC NE       -   522,340.15    728,145.14   sFT  0.99967104   -2 11 55.4
 MN0560;UTM  13      - 4,564,461.907   641,004.334   MT  0.99984470   +1 06 31.0
 MN0560
 MN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4100464461(NAD 83)
 MN0560
 MN0560                          SUPERSEDED SURVEY CONTROL
 MN0560
 MN0560  NAD 83(1993)-  41 13 09.34389(N)    103 19 04.25565(W) AD(       ) 3
 MN0560  NAD 83(1986)-  41 13 09.33823(N)    103 19 04.25461(W) AD(       ) 3
 MN0560  NAD 27      -  41 13 09.40600(N)    103 19 02.50000(W) AD(       ) 3
 MN0560
 MN0560.Superseded values are not recommended for survey control.
 MN0560
 MN0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0560.See file dsdata.pdf to determine how the superseded data were derived.
 MN0560
 MN0560_MARKER: 53 = ELEVATED TANK
 MN0560
 MN0560  HISTORY     - Date     Condition        Report By
 MN0560  HISTORY     - 1934     FIRST OBSERVED   CGS
 MN0560  HISTORY     - 1963     GOOD             CGS
 MN0560
 MN0560                          STATION DESCRIPTION
 MN0560
 MN0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0560'THIS STATION WAS CALLED AIR BEACON ON WATER TANK, POTTER IN
 MN0560'1934.  THE BEACON HAS BEEN REMOVED FROM ATOP THE WATER TANK,
 MN0560'THEREFORE THE NAME WAS CHANGED.
 MN0560'
 MN0560'THE STATION IS LOCATED IN THE NORTH PART OF POTTER AND IS A
 MN0560'4-LEGGED, ELEVATED WATER TANK.
 MN0560'
 MN0560'THE POINT INTERSECTED IS THE TOP CENTER OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1233 ***********************************************************************
 LG1233  CBN         -  This is a Cooperative Base Network Control Station.
 LG1233  PACS        -  This is a Primary Airport Control Station.
 LG1233  DESIGNATION -  POTTER OLSON
 LG1233  PID         -  LG1233
 LG1233  STATE/COUNTY-  NE/HAMILTON
 LG1233  COUNTRY     -  US
 LG1233  USGS QUAD   -  HAMPTON (2017)
 LG1233
 LG1233                         *CURRENT SURVEY CONTROL
 LG1233  ______________________________________________________________________
 LG1233* NAD 83(2011) POSITION- 40 53 38.68032(N) 097 59 42.29434(W)   ADJUSTED
 LG1233* NAD 83(2011) ELLIP HT-   522.376 (meters)        (06/27/12)   ADJUSTED
 LG1233* NAD 83(2011) EPOCH   -  2010.00
 LG1233* NAVD 88 ORTHO HEIGHT -   547.96  (meters)     1797.8   (feet) GPS OBS
 LG1233  ______________________________________________________________________
 LG1233  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LG1233  GEOID HEIGHT    -        -25.509 (meters)                     GEOID93
 LG1233  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 LG1233  NAD 83(2011) X  -   -671,613.978 (meters)                     COMP
 LG1233  NAD 83(2011) Y  - -4,781,760.017 (meters)                     COMP
 LG1233  NAD 83(2011) Z  -  4,153,880.435 (meters)                     COMP
 LG1233  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 LG1233
 LG1233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1233  Standards:
 LG1233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1233  -------------------------------------------------------------------
 LG1233  NETWORK    0.42   1.10           0.20   0.13   0.56     -0.01402371
 LG1233  -------------------------------------------------------------------
 LG1233  Click here for local accuracies and other accuracy information.
 LG1233
 LG1233.This mark is at Aurora Municipal Airport (AUH)
 LG1233
 LG1233.The horizontal coordinates were established by GPS observations
 LG1233.and adjusted by the National Geodetic Survey in June 2012.
 LG1233
 LG1233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1233.been affixed to the stable North American tectonic plate. See 
 LG1233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1233
 LG1233.The horizontal coordinates are valid at the epoch date displayed above
 LG1233.which is a decimal equivalence of Year/Month/Day.
 LG1233
 LG1233.The orthometric height was determined by GPS observations and a
 LG1233.high-resolution geoid model.
 LG1233
 LG1233.GPS derived orthometric heights for airport stations designated as
 LG1233.PACS or SACS are published to 2 decimal places.  This maintains
 LG1233.centimeter relative accuracy between the PACS and SACS.  It does
 LG1233.not indicate centimeter accuracy relative to other marks which are
 LG1233.part of the published vertical control network.
 LG1233
 LG1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1233.GEOID18 height accuracy estimate available here.
 LG1233
 LG1233.Click photographs - Photos may exist for this station.
 LG1233
 LG1233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1233
 LG1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1233
 LG1233.The ellipsoidal height was determined by GPS observations
 LG1233.and is referenced to NAD 83.
 LG1233
 LG1233. The following values were computed from the NAD 83(2011) position.
 LG1233
 LG1233;                    North         East     Units Scale Factor Converg.
 LG1233;SPC NE       -   119,729.738   668,890.666   MT  0.99971519   +1 19 43.2
 LG1233;SPC NE       -   392,813.32  2,194,518.79   sFT  0.99971519   +1 19 43.2
 LG1233;UTM  14      - 4,527,484.826   584,650.947   MT  0.99968820   +0 39 28.5
 LG1233
 LG1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1233!SPC NE       -   0.99991807  x   0.99971519  =   0.99963328
 LG1233!UTM  14      -   0.99991807  x   0.99968820  =   0.99960629
 LG1233
 LG1233:                Primary Azimuth Mark                     Grid Az
 LG1233:SPC NE       -  POTTER OLSON AZ MK                       347 15 56.7
 LG1233:UTM  14      -  POTTER OLSON AZ MK                       347 56 11.4
 LG1233
 LG1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8465027484(NAD 83)
 LG1233
 LG1233|---------------------------------------------------------------------|
 LG1233| PID    Reference Object                     Distance      Geod. Az  |
 LG1233|                                                           dddmmss.s |
 LG1233| LG1234 POTTER OLSON AZ MK                  APPROX. 0.6 KM 3483539.9 |
 LG1233|---------------------------------------------------------------------|
 LG1233
 LG1233                          SUPERSEDED SURVEY CONTROL
 LG1233
 LG1233  NAD 83(2007)-  40 53 38.68026(N)    097 59 42.29503(W) AD(2002.00) 0
 LG1233  ELLIP H (02/10/07)  522.399  (m)                       GP(2002.00)    
 LG1233  ELLIP H (07/10/01)  522.351  (m)                       GP(       ) 4 1
 LG1233  NAD 83(1995)-  40 53 38.68002(N)    097 59 42.29454(W) AD(       ) B
 LG1233  ELLIP H (06/25/96)  522.445  (m)                       GP(       ) 1 1
 LG1233  NAD 83(1986)-  40 53 38.68764(N)    097 59 42.29324(W) AD(       ) 1
 LG1233  NGVD 29 (02/23/90)  547.83   (m)  RAPSU86  model used  GPS OBS        
 LG1233
 LG1233.Superseded values are not recommended for survey control.
 LG1233
 LG1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1233.See file dsdata.pdf to determine how the superseded data were derived.
 LG1233
 LG1233_MARKER: F = FLANGE-ENCASED ROD
 LG1233_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1233_STAMPING: POTTER OLSON 1989
 LG1233_MARK LOGO: NGS
 LG1233_PROJECTION: FLUSH
 LG1233_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1233+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 LG1233_ROD/PIPE-DEPTH: 11.1 meters
 LG1233_SLEEVE-DEPTH  : 1.0 meters
 LG1233
 LG1233  HISTORY     - Date     Condition        Report By
 LG1233  HISTORY     - 1989     MONUMENTED       NGS
 LG1233  HISTORY     - 19900615 GOOD             NGS
 LG1233  HISTORY     - 19950723 GOOD             NGS
 LG1233  HISTORY     - 19970612 GOOD             NGS
 LG1233  HISTORY     - 20000605 GOOD             NEDR
 LG1233  HISTORY     - 20040415 GOOD             NDA
 LG1233  HISTORY     - 20060715 GOOD             JCLS
 LG1233  HISTORY     - 20160428 GOOD             NEGS
 LG1233  HISTORY     - 20200303 GOOD             NEGS
 LG1233
 LG1233                          STATION DESCRIPTION
 LG1233
 LG1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1233'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF AURORA, 0.3 KM
 LG1233'(0.20 MI) EAST OF STATE HIGHWAY 14, AT THE AURORA MUNICIPAL AIRPORT,
 LG1233'IN THE NORTHWEST ANGLE OF THE JUNCTION OF RUNWAY 16-34 AND A TAXIWAY.
 LG1233'OWNERSHIP--AURORA AIRPORT AUTHORITY, BOX 185, AURORA, NE 68818.
 LG1233'AIRPORT MANAGER IS DALE TRAUDT, TELEPHONE IS 402-694-3144.
 LG1233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LG1233'HIGHWAY 14 IN AURORA, GO NORTH ON STATE HIGHWAY 14 FOR 2.24 KM
 LG1233'(1.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LG1233'EAST FOR 0.16 KM (0.10 MI) TO A ROAD LEFT AT A BEACON TOWER.  TURN
 LG1233'LEFT AND GO NORTHERLY FOR 0.08 KM (0.05 MI) TO A CROSS TAXIWAY.  TURN
 LG1233'RIGHT AND GO EAST ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE STATION
 LG1233'ON THE LEFT, SET IN THE MEDIAN BETWEEN THE MAIN NORTH-SOUTH TAXIWAY
 LG1233'AND RUNWAY 16-34.
 LG1233'THE STATION IS 45.6 M (149.6 FT) WEST OF THE RUNWAY CENTERLINE, 15.4 M
 LG1233'(50.5 FT) EAST OF THE MAIN TAXIWAY CENTERLINE, 11.0 M (36.1 FT) NORTH
 LG1233'OF THE CROSS TAXIWAY CENTERLINE AND 5.4 M (17.7 FT) NORTHWEST OF A
 LG1233'TAXIWAY LIGHT WITH A CONCRETE BASE.
 LG1233'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1233'DESCRIBED BY R.D.BALL.
 LG1233
 LG1233                          STATION RECOVERY (1990)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1233'STATION IS LOCATED IN THE MEDIAN BETWEEN THE RUNWAY AND THE PARALLEL
 LG1233'TAXIWAY JUST NORTH OF THE NORTH CONNECTOR TAXIWAY FROM THE RAMP.  IT
 LG1233'IS 149.6 FT (45.6 M) WEST OF THE RUNWAY CENTERLINE, 50.5 FT (15.4 M)
 LG1233'EAST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, 36.1 FT (11.0 M) NORTH
 LG1233'OF THE CENTERLINE OF THE CONNECTOR TAXIWAY AND 17.7 FT (5.4 M)
 LG1233'NORTHWEST OF A TAXIWAY LIGHT WITH A CONCRETE BASE.  STATION IS A
 LG1233'STAINLESS STEEL ROD BENEATH A FIVE-INCH LOGO CAP SURROUNDED BY
 LG1233'CONCRETE AND STAMPED POTTER OLSON 1989.  NOTE, 1-METER PVC SLEEVE
 LG1233'AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1233
 LG1233                          STATION RECOVERY (1995)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1233'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-SOUTHEAST OF GRAND
 LG1233'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA AND AT THE AURORA MUNICIPAL
 LG1233'AIRPORT IN THE NORTHWEST ANGLE OF THE JUNCTION OF A CONNECTOR TAXIWAY
 LG1233'AND THE RUNWAY NEAR MIDFIELD.  OWNERSHIP--AURORA AIRPORT AUTHORITY,
 LG1233'BOX 185, AURORA NE 68818.  AIRPORT MANAGER IS DALE TRAUDT, PHONE (402)
 LG1233'694-3144.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LG1233'34 AND STATE HIGHWAY 14 IN AURORA, GO NORTH ON STATE HIGHWAY 14 FOR
 LG1233'1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT
 LG1233'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR LEFT AND GO
 LG1233'NORTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A
 LG1233'CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY AND THE STATION IN THE GRASS
 LG1233'MEDIAN FORMED BY THE RUNWAY AND THE TAXIWAYS.  THE STATION IS 149.6 FT
 LG1233'(45.6 M) WEST OF THE RUNWAY CENTER, 50.5 FT (15.4 M) EAST OF THE
 LG1233'PARALLEL TAXIWAY CENTER, 36.1 FT (11.0 M) NORTH OF THE CONNECTOR
 LG1233'TAXIWAY CENTER AND 17.7 FT (5.4 M) NORTHWEST OF A TAXIWAY LIGHT WITH A
 LG1233'CONCRETE BASE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 LG1233'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LG1233
 LG1233                          STATION RECOVERY (1997)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1233'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 LG1233
 LG1233                          STATION RECOVERY (2000)
 LG1233
 LG1233'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1233'RECOVERED AS DESCRIBED.
 LG1233
 LG1233                          STATION RECOVERY (2004)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1233'RECOVERED AS DESCRIBED
 LG1233
 LG1233                          STATION RECOVERY (2006)
 LG1233
 LG1233'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 LG1233'RECOVERED IN GOOD CONDITION.
 LG1233
 LG1233                          STATION RECOVERY (2016)
 LG1233
 LG1233'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG1233'FOOD GOOD
 LG1233
 LG1233                          STATION RECOVERY (2020)
 LG1233
 LG1233'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LG1233'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND NE. HIGHWAY 14
 LG1233'IN AURORA, NE., GO NORTH ON NE. 14 APPROXIMATELY 1.40 MI (2.25 KM) TO
 LG1233'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST
 LG1233'APPROXIMATELY 320 FT (97.5 M) TO A ROAD LEFT AT A BEACON TOWER.  TURN
 LG1233'LEFT AND GO NORTH-NORTHWEST APPROXIMATELY 270 FT (82.3 M) TO A CROSS
 LG1233'TAXIWAY.  TURN RIGHT AND GO EAST APPROXIMATELY 0.10 MI (0.16 KM) ON
 LG1233'TAXIWAY AND ALONG NORTH EDGE OF TARMAC TO THE STATION ON THE LEFT, SET
 LG1233'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY.  THE MARK IS 149.6 FT (45.6
 LG1233'M) WEST OF THE RUNWAY CENTERLINE, 50.5 FT (15.4 M) EAST OF THE
 LG1233'PARALLEL TAXIWAY CENTERLINE AND 36.1 FT (11.0 M) NORTH OF THE
 LG1233'CONNECTOR TAXIWAY CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1234 ***********************************************************************
 LG1234  SACS        -  This is a Secondary Airport Control Station.
 LG1234  DESIGNATION -  POTTER OLSON AZ MK
 LG1234  PID         -  LG1234
 LG1234  STATE/COUNTY-  NE/HAMILTON
 LG1234  COUNTRY     -  US
 LG1234  USGS QUAD   -  HAMPTON (2017)
 LG1234
 LG1234                         *CURRENT SURVEY CONTROL
 LG1234  ______________________________________________________________________
 LG1234* NAD 83(2011) POSITION- 40 53 58.67395(N) 097 59 47.61013(W)   ADJUSTED
 LG1234* NAD 83(2011) ELLIP HT-   523.611 (meters)        (06/27/12)   ADJUSTED
 LG1234* NAD 83(2011) EPOCH   -  2010.00
 LG1234* NAVD 88 ORTHO HEIGHT -   549.18  (meters)     1801.8   (feet) GPS OBS
 LG1234  ______________________________________________________________________
 LG1234  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1234  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 LG1234  NAD 83(2011) X  -   -671,681.164 (meters)                     COMP
 LG1234  NAD 83(2011) Y  - -4,781,343.734 (meters)                     COMP
 LG1234  NAD 83(2011) Z  -  4,154,347.483 (meters)                     COMP
 LG1234  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 LG1234
 LG1234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1234  Standards:
 LG1234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1234  -------------------------------------------------------------------
 LG1234  NETWORK    0.47   1.10           0.22   0.15   0.56     -0.04353497
 LG1234  -------------------------------------------------------------------
 LG1234  Click here for local accuracies and other accuracy information.
 LG1234
 LG1234.This mark is at Aurora Municipal Airport (AUH)
 LG1234
 LG1234.The horizontal coordinates were established by GPS observations
 LG1234.and adjusted by the National Geodetic Survey in June 2012.
 LG1234
 LG1234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1234.been affixed to the stable North American tectonic plate. See 
 LG1234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1234
 LG1234.The horizontal coordinates are valid at the epoch date displayed above
 LG1234.which is a decimal equivalence of Year/Month/Day.
 LG1234
 LG1234.The orthometric height was determined by GPS observations and a
 LG1234.high-resolution geoid model.
 LG1234
 LG1234.GPS derived orthometric heights for airport stations designated as
 LG1234.PACS or SACS are published to 2 decimal places.  This maintains
 LG1234.centimeter relative accuracy between the PACS and SACS.  It does
 LG1234.not indicate centimeter accuracy relative to other marks which are
 LG1234.part of the published vertical control network.
 LG1234
 LG1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1234.GEOID18 height accuracy estimate available here.
 LG1234
 LG1234.Click photographs - Photos may exist for this station.
 LG1234
 LG1234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1234
 LG1234.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1234
 LG1234.The ellipsoidal height was determined by GPS observations
 LG1234.and is referenced to NAD 83.
 LG1234
 LG1234. The following values were computed from the NAD 83(2011) position.
 LG1234
 LG1234;                    North         East     Units Scale Factor Converg.
 LG1234;SPC NE       -   120,343.272   668,752.015   MT  0.99971417   +1 19 39.6
 LG1234;SPC NE       -   394,826.22  2,194,063.90   sFT  0.99971417   +1 19 39.6
 LG1234;UTM  14      - 4,528,099.924   584,519.490   MT  0.99968792   +0 39 25.3
 LG1234
 LG1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1234!SPC NE       -   0.99991787  x   0.99971417  =   0.99963207
 LG1234!UTM  14      -   0.99991787  x   0.99968792  =   0.99960582
 LG1234
 LG1234:                Primary Azimuth Mark                     Grid Az
 LG1234:SPC NE       -  POTTER OLSON                             167 15 56.9
 LG1234:UTM  14      -  POTTER OLSON                             167 56 11.2
 LG1234
 LG1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8451928099(NAD 83)
 LG1234
 LG1234|---------------------------------------------------------------------|
 LG1234| PID    Reference Object                     Distance      Geod. Az  |
 LG1234|                                                           dddmmss.s |
 LG1234| LG1233 POTTER OLSON                        APPROX. 0.6 KM 1683536.5 |
 LG1234|---------------------------------------------------------------------|
 LG1234
 LG1234                          SUPERSEDED SURVEY CONTROL
 LG1234
 LG1234  NAD 83(2007)-  40 53 58.67389(N)    097 59 47.61082(W) AD(2002.00) 0
 LG1234  ELLIP H (02/10/07)  523.634  (m)                       GP(2002.00)    
 LG1234  ELLIP H (12/13/01)  523.586  (m)                       GP(       ) 4 2
 LG1234  NAD 83(1995)-  40 53 58.67364(N)    097 59 47.61032(W) AD(       ) 1
 LG1234  ELLIP H (08/21/98)  523.680  (m)                       GP(       ) 4 2
 LG1234  NAD 83(1995)-  40 53 58.67387(N)    097 59 47.61041(W) AD(       ) 3
 LG1234  ELLIP H (08/18/97)  523.684  (m)                       GP(       ) 4 1
 LG1234  NAD 83(1986)-  40 53 58.68148(N)    097 59 47.60921(W) AD(       ) 3
 LG1234  NGVD 29 (02/23/90)  549.06   (m)  RAPSU86  model used  GPS OBS        
 LG1234
 LG1234.Superseded values are not recommended for survey control.
 LG1234
 LG1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1234.See file dsdata.pdf to determine how the superseded data were derived.
 LG1234
 LG1234_MARKER: I = METAL ROD
 LG1234_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1234_STAMPING: POTTER OLSON AZ MK 1989
 LG1234_MARK LOGO: NGS
 LG1234_PROJECTION: FLUSH
 LG1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1234+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 LG1234_ROD/PIPE-DEPTH: 21.1 meters
 LG1234_SLEEVE-DEPTH  : 1.0 meters
 LG1234
 LG1234  HISTORY     - Date     Condition        Report By
 LG1234  HISTORY     - 1989     MONUMENTED       NGS
 LG1234  HISTORY     - 19900615 GOOD             NGS
 LG1234  HISTORY     - 19950723 GOOD             NGS
 LG1234  HISTORY     - 19970612 GOOD             NGS
 LG1234  HISTORY     - 20040415 GOOD             NDA
 LG1234
 LG1234                          STATION DESCRIPTION
 LG1234
 LG1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1234'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF AURORA, 0.3 KM
 LG1234'(0.20 MI) EAST OF STATE HIGHWAY 14, AT THE AURORA MUNICIPAL AIRPORT,
 LG1234'NEAR RUNWAY END 16.  OWNERSHIP--AURORA AIRPORT AUTHORITY, BOX 185,
 LG1234'AURORA, NE 68818.  AIRPORT MANAGER IS DALE TRAUDT, TELEPHONE IS
 LG1234'402-694-3144.
 LG1234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LG1234'HIGHWAY 14 AT AURORA, GO NORTH ON STATE HIGHWAY 14 FOR 2.24 KM
 LG1234'(1.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LG1234'EAST FOR 0.16 KM (0.10 MI) TO A ROAD LEFT AT A BEACON TOWER.  TURN
 LG1234'LEFT AND GO NORTHERLY FOR 0.08 KM (0.05 MI) TO A CROSS TAXIWAY.  TURN
 LG1234'RIGHT AND GO EAST ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE MAIN
 LG1234'NORTH-SOUTH TAXIWAY AND RUNWAY 16-34.  TURN LEFT AND GO NORTH ON THE
 LG1234'MAIN TAXIWAY FOR 0.64 KM (0.40 MI) TO A TURN IN THE TAXIWAY AND THE
 LG1234'STATION ON THE RIGHT.
 LG1234'THE STATION IS 47.7 M (156.5 FT) WEST OF THE RUNWAY CENTERLINE, 13.6 M
 LG1234'(44.6 FT) SOUTH OF THE TAXIWAY CENTERLINE, 12.6 M (41.3 FT) EAST OF
 LG1234'THE MAIN TAXIWAY CENTERLINE AND 2.3 M (7.5 FT) SOUTHEAST OF A TAXIWAY
 LG1234'LIGHT.
 LG1234'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1234'DESCRIBED BY R.D.BALL.
 LG1234
 LG1234                          STATION RECOVERY (1990)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1234'THE STATION IS LOCATED AT THE NORTH END OF THE FIELD IN THE GRASS
 LG1234'ISLAND BETWEEN THE RUNWAY AND PARALLEL TAXIWAY JUST SOUTH OF THE
 LG1234'TAXIWAY TO THE END OF THE RUNWAY.  IT IS 156.5 FT (47.7 M) WEST OF THE
 LG1234'RUNWAY CENTERLINE, 44.6 FT (13.6 M) SOUTH OF THE TAXIWAY TO THE END,
 LG1234'41.3 FT (12.6 M) EAST OF THE PARALLEL TAXIWAY CENTERLINE AND 7.5 FT
 LG1234'(2.3 M) SOUTHEAST OF A TAXIWAY LIGHT AT THE CURVE IN PAVING. STATION
 LG1234'IS A STAINLESS STEEL ROD BENEATH A FIVE-INCH LOGO CAP SURROUNDED BY
 LG1234'CONCRETE AND STAMPED POTTER OLSON AZ MK 1989.  NOTE- 1 METER (3.3 FT)
 LG1234'PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1234'NEBRASKA HAS A MAXIMUM FROST HEAVE OF 1 METER.
 LG1234
 LG1234                          STATION RECOVERY (1995)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1234'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-SOUTHEAST OF GRAND
 LG1234'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA, AT THE AURORA MUNICIPAL
 LG1234'AIRPORT AND IN THE GRASS MEDIAN NEAR THE APPROACH END OF RUNWAY 16.
 LG1234'OWNERSHIP--AURORA AIRPORT AUTHORITY, BOX 185, AURORA NE 68818. AIRPORT
 LG1234'MANAGER IS DALE TRAUDT, PHONE (402) 694-3144.  TO REACH THE STATION
 LG1234'FROM THE INTERSECTION OF US HIGHWAY 34 AND STATE HIGHWAY 14 IN AURORA,
 LG1234'GO NORTH ON STATE HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN
 LG1234'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO
 LG1234'THE APRON, BEAR LEFT AND GO NORTHEAST ACROSS THE APRON FOR 0.1 MI (0.2
 LG1234'KM) TO THE JUNCTION OF A CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY,
 LG1234'TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO
 LG1234'A TURN IN THE TAXIWAY AND THE STATION ON THE RIGHT.  THE STATION IS
 LG1234'156.0 FT (47.5 M) WEST OF THE RUNWAY CENTER, 56.0 FT (17.1 M) SOUTH OF
 LG1234'THE CONNECTOR TAXIWAY CENTER, 44.7 FT (13.6 M) EAST OF THE PARALLEL
 LG1234'TAXIWAY CENTER AND 7.5 FT (2.3 M) SOUTHEAST OF A TAXIWAY LIGHT.  THIS
 LG1234'STATION TO BE USED AS SACS.
 LG1234
 LG1234                          STATION RECOVERY (1997)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1234'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 LG1234
 LG1234                          STATION RECOVERY (2004)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1234'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0492 ***********************************************************************
 LJ0492  DESIGNATION -  POWELL
 LJ0492  PID         -  LJ0492
 LJ0492  STATE/COUNTY-  NE/HITCHCOCK
 LJ0492  COUNTRY     -  US
 LJ0492  USGS QUAD   -  MAX SE (2017)
 LJ0492
 LJ0492                         *CURRENT SURVEY CONTROL
 LJ0492  ______________________________________________________________________
 LJ0492* NAD 83(1995) POSITION- 40 00 22.55762(N) 101 17 34.65015(W)   ADJUSTED
 LJ0492* NAVD 88 ORTHO HEIGHT -   974.    (meters)     3196.    (feet) SCALED
 LJ0492  ______________________________________________________________________
 LJ0492  GEOID HEIGHT    -        -23.601 (meters)                     GEOID18
 LJ0492  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 LJ0492  HORZ ORDER      -  FIRST
 LJ0492
 LJ0492.The horizontal coordinates were established by classical geodetic methods
 LJ0492.and adjusted by the National Geodetic Survey in August 1997.
 LJ0492
 LJ0492.The orthometric height was scaled from a topographic map.
 LJ0492
 LJ0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0492.GEOID18 height accuracy estimate available here.
 LJ0492
 LJ0492.Click photographs - Photos may exist for this station.
 LJ0492
 LJ0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0492
 LJ0492. The following values were computed from the NAD 83(1995) position.
 LJ0492
 LJ0492;                    North         East     Units Scale Factor Converg.
 LJ0492;SPC NE       -    20,027.455   389,603.817   MT  0.99999717   -0 51 24.6
 LJ0492;SPC NE       -    65,706.74  1,278,225.19   sFT  0.99999717   -0 51 24.6
 LJ0492;UTM  14      - 4,430,971.082   304,282.483   MT  1.00007158   -1 28 28.4
 LJ0492
 LJ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0492!SPC NE       -   0.99985087  x   0.99999717  =   0.99984804
 LJ0492!UTM  14      -   0.99985087  x   1.00007158  =   0.99992244
 LJ0492
 LJ0492:                Primary Azimuth Mark                     Grid Az
 LJ0492:SPC NE       -  BUNNING                                  273 25 15.5
 LJ0492:UTM  14      -  BUNNING                                  274 02 19.3
 LJ0492
 LJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0428230971(NAD 83)
 LJ0492
 LJ0492|---------------------------------------------------------------------|
 LJ0492| PID    Reference Object                     Distance      Geod. Az  |
 LJ0492|                                                           dddmmss.s |
 LJ0492| CP8422 POWELL RM 1                          30.512 METERS 00117     |
 LJ0492| CP8421 POWELL AZ MK                                       0811050.0 |
 LJ0492| LJ0491 LINE                                443.208 METERS 2002540.2 |
 LJ0492| CP8423 POWELL RM 2                          30.060 METERS 26331     |
 LJ0492| LJ0493 BUNNING                             APPROX.13.8 KM 2723350.9 |
 LJ0492|---------------------------------------------------------------------|
 LJ0492
 LJ0492                          SUPERSEDED SURVEY CONTROL
 LJ0492
 LJ0492  NAD 83(1986)-  40 00 22.55792(N)    101 17 34.65280(W) AD(       ) 1
 LJ0492  NAD 27      -  40 00 22.56400(N)    101 17 33.07200(W) AD(       ) 1
 LJ0492
 LJ0492.Superseded values are not recommended for survey control.
 LJ0492
 LJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0492.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0492
 LJ0492_MARKER: DS = TRIANGULATION STATION DISK
 LJ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0492
 LJ0492  HISTORY     - Date     Condition        Report By
 LJ0492  HISTORY     - 1935     MONUMENTED       CGS
 LJ0492  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LJ0492
 LJ0492                          STATION DESCRIPTION
 LJ0492
 LJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0492'STATION IS 10 MILES SOUTH AND 3 MILES WEST OF STRATTON,
 LJ0492'NEBRASKA, IN THE NW 1/4 SE 1/4 OF SEC. 32, T. 1 N., R. 35 W., ON
 LJ0492'A HIGH PROMINENT CULTIVATED KNOLL, 1/4 MILE NORTH OF THE GRADED
 LJ0492'STATE-LINE ROAD, 1/3 MILE WEST OF A GRADED ROAD, 100 YARDS
 LJ0492'SOUTH OF THE FARM BUILDINGS OF BERNARD POWELL, 6 INCHES EAST
 LJ0492'OF A NORTH-SOUTH WOVEN-WIRE FENCE, 10 FEET NORTH OF A RED
 LJ0492'BOARD GATE AND PROJECTS 4 INCHES.
 LJ0492'
 LJ0492'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 1
 LJ0492'FOOT EAST OF THE SAME NORTH-SOUTH FENCE THAT PASSES THE
 LJ0492'STATION AND PROJECTS 4 INCHES.
 LJ0492'
 LJ0492'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1
 LJ0492'FOOT NORTHEAST OF A LONE SOUTHWEST FENCE-CORNER POST AND
 LJ0492'PROJECTS 4 INCHES.
 LJ0492'
 LJ0492'AZIMUTH MARK IS EAST OF THE STATION, 21 FEET WEST
 LJ0492'OF THE CENTERLINE OF A GRADED NORTH-SOUTH ROAD, 1 FOOT WEST
 LJ0492'OF A NORTH-SOUTH FENCE LINE, 30 FEET NORTH OF A NORTH GATEPOST
 LJ0492'AND PROJECTS 2 INCHES.
 LJ0492'
 LJ0492'A 10-FOOT STAND CLEARS ALL LINES.
 LJ0492
 LJ0492                          STATION RECOVERY (1951)
 LJ0492
 LJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0492'THE STATION WAS RECOVERED AND AT THE REQUEST OF THE LAND OWNER,
 LJ0492'THE SURFACE STATION MARK AND BOTH REFERENCE MARKS WERE REMOVED.
 LJ0492'THE AZIMUTH MARK HAD BEEN PREVIOUSLY DESTROYED.
 LJ0492'
 LJ0492'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0492'
 LJ0492'THE SUB-SURFACE STATION MARK IS LOCATED ABOUT 16.0 MILES
 LJ0492'NORTH-NORTHWEST OF MC DONALD, KANSAS AND ABOUT 9.0 MILES
 LJ0492'SOUTH-SOUTHWEST OF STRATTON, NEBRASKA NEAR THE NORTH EDGE OF
 LJ0492'A CULTIVATED FIELD, 175 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LJ0492'CORNER OF THE WOODEN GRANARY THAT IS IN THE SOUTH EDGE OF
 LJ0492'FARM YARD.  IT IS STAMPED POWELL 1935 AND IS 30 INCHES BELOW
 LJ0492'THE GROUND SURFACE.
 LJ0492'
 LJ0492'TO REACH THE STATION FROM THE POST OFFICE IN MC DONALD, KANSAS,
 LJ0492'GO NORTH ON GRAVELED ROAD FOR 7.0 MILES TO A CROSSROAD, TURN
 LJ0492'RIGHT AND GO EAST FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND
 LJ0492'GO NORTH AND EAST FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 LJ0492'GO NORTH FOR 1.0 MILE TO POINT WHERE ROAD TURNS EAST, TURN
 LJ0492'RIGHT AND GO EAST FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND
 LJ0492'GO NORTH ON DIRT ROAD FOR 3.0 MILES TO A T INTERSECTION.
 LJ0492'TURN RIGHT AND GO EAST FOR 1.5 MILES TO POINT WHERE ROAD TURNS
 LJ0492'NORTH, TURN LEFT AND GO NORTHEAST AND EAST FOR 3.65 MILES TO
 LJ0492'A T INTERSECTION, TURN LEFT AND GO NORTH FOR 0.35 MILE TO A
 LJ0492'DRIVEWAY INTO FARM YARD ON LEFT.  TURN LEFT ON DRIVEWAY AND GO
 LJ0492'WEST FOR 0.4 MILE TO FARM BUILDINGS AND STATION JUST SOUTH IN
 LJ0492'FIELD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0512 ***********************************************************************
 LF0512  DESIGNATION -  PP 267
 LF0512  PID         -  LF0512
 LF0512  STATE/COUNTY-  NE/RICHARDSON
 LF0512  COUNTRY     -  US
 LF0512  USGS QUAD   -  VERDON (2017)
 LF0512
 LF0512                         *CURRENT SURVEY CONTROL
 LF0512  ______________________________________________________________________
 LF0512* NAD 83(1986) POSITION- 40 09 48.     (N) 095 43 21.     (W)   SCALED
 LF0512* NAVD 88 ORTHO HEIGHT -   284.944 (meters)      934.85  (feet) ADJUSTED
 LF0512  ______________________________________________________________________
 LF0512  GEOID HEIGHT    -        -30.119 (meters)                     GEOID18
 LF0512  DYNAMIC HEIGHT  -        284.787 (meters)      934.34  (feet) COMP
 LF0512  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LF0512
 LF0512  VERT ORDER      -  SECOND    CLASS 0
 LF0512
 LF0512.The horizontal coordinates were scaled from a map and have
 LF0512.an estimated accuracy of +/- 6 seconds.
 LF0512
 LF0512.The orthometric height was determined by differential leveling and
 LF0512.adjusted by the NATIONAL GEODETIC SURVEY
 LF0512.in June 1991.
 LF0512
 LF0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0512.GEOID18 height accuracy estimate available here.
 LF0512
 LF0512.Click photographs - Photos may exist for this station.
 LF0512
 LF0512.The dynamic height is computed by dividing the NAVD 88
 LF0512.geopotential number by the normal gravity value computed on the
 LF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0512.degrees latitude (g = 980.6199 gals.).
 LF0512
 LF0512.The modeled gravity was interpolated from observed gravity values.
 LF0512
 LF0512;                    North         East    Units  Estimated Accuracy
 LF0512;SPC NE       -    45,650.      864,230.      MT  (+/- 180 meters Scaled)
 LF0512
 LF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE681494(NAD 83)
 LF0512
 LF0512                          SUPERSEDED SURVEY CONTROL
 LF0512
 LF0512  NGVD 29 (??/??/92)  284.876  (m)          934.63   (f) ADJ UNCH    2 0
 LF0512
 LF0512.Superseded values are not recommended for survey control.
 LF0512
 LF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0512.See file dsdata.pdf to determine how the superseded data were derived.
 LF0512
 LF0512_MARKER: DB = BENCH MARK DISK
 LF0512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0512_SP_SET: BOX CULVERT HEADWALL
 LF0512_STAMPING: PP 267 1947
 LF0512_MARK LOGO: CGS
 LF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0512+STABILITY: SURFACE MOTION
 LF0512
 LF0512  HISTORY     - Date     Condition        Report By
 LF0512  HISTORY     - 1947     MONUMENTED       CGS
 LF0512  HISTORY     - 1980     GOOD             LOCSUR
 LF0512
 LF0512                          STATION DESCRIPTION
 LF0512
 LF0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0512'1.1 MI NW FROM VERDON.
 LF0512'1.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0512'STATION AT VERDON, FOUR POLES NORTH OF MILE POST 395-30, 14.0
 LF0512'FEET NORTHEAST OF AND ABOUT 7.0 FEET LOWER THAN THE CENTER LINE
 LF0512'OF THE TRACK, ON TOP OF THE NORTHWEST END OF THE NORTHEAST
 LF0512'HEADWALL OF A CONCRETE BOX CULVERT AND SET IN A DRILL HOLE.
 LF0512
 LF0512                          STATION RECOVERY (1980)
 LF0512
 LF0512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1910 ***********************************************************************
 MK1910  DESIGNATION -  PRAIRIE
 MK1910  PID         -  MK1910
 MK1910  STATE/COUNTY-  NE/MERRICK
 MK1910  COUNTRY     -  US
 MK1910  USGS QUAD   -  MONROE (2017)
 MK1910
 MK1910                         *CURRENT SURVEY CONTROL
 MK1910  ______________________________________________________________________
 MK1910* NAD 83(1995) POSITION- 41 22 51.78812(N) 097 36 58.82631(W)   ADJUSTED
 MK1910* NAVD 88 ORTHO HEIGHT -   473.2   (meters)     1552.    (feet) VERTCON
 MK1910  ______________________________________________________________________
 MK1910  GEOID HEIGHT    -        -25.285 (meters)                     GEOID18
 MK1910  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 MK1910  HORZ ORDER      -  FIRST
 MK1910
 MK1910.The horizontal coordinates were established by classical geodetic methods
 MK1910.and adjusted by the National Geodetic Survey in August 1997.
 MK1910
 MK1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1910
 MK1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1910.GEOID18 height accuracy estimate available here.
 MK1910
 MK1910.Click photographs - Photos may exist for this station.
 MK1910
 MK1910.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1910
 MK1910. The following values were computed from the NAD 83(1995) position.
 MK1910
 MK1910;                    North         East     Units Scale Factor Converg.
 MK1910;SPC NE       -   174,583.415   699,297.319   MT  0.99966096   +1 34 46.7
 MK1910;SPC NE       -   572,779.09  2,294,277.95   sFT  0.99966096   +1 34 46.7
 MK1910;UTM  14      - 4,581,982.484   615,696.545   MT  0.99976473   +0 54 53.2
 MK1910
 MK1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1910!SPC NE       -   0.99992975  x   0.99966096  =   0.99959073
 MK1910!UTM  14      -   0.99992975  x   0.99976473  =   0.99969449
 MK1910
 MK1910:                Primary Azimuth Mark                     Grid Az
 MK1910:SPC NE       -  PRAIRIE AZ MK                            088 12 35.5
 MK1910:UTM  14      -  PRAIRIE AZ MK                            088 52 29.0
 MK1910
 MK1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1569681982(NAD 83)
 MK1910
 MK1910|---------------------------------------------------------------------|
 MK1910| PID    Reference Object                     Distance      Geod. Az  |
 MK1910|                                                           dddmmss.s |
 MK1910| CN9509 PRAIRIE RM 1                         21.068 METERS 05920     |
 MK1910| CN9508 PRAIRIE AZ MK                                      0894722.2 |
 MK1910| CN9510 PRAIRIE RM 2                         24.135 METERS 26310     |
 MK1910| MK1909 PRAIRIE RM A                         43.976 METERS 28259     |
 MK1910| MK1947 MONROE RM 3                         APPROX.14.5 KM 3573801.5 |
 MK1910|---------------------------------------------------------------------|
 MK1910
 MK1910                          SUPERSEDED SURVEY CONTROL
 MK1910
 MK1910  NAD 83(1986)-  41 22 51.79734(N)    097 36 58.83061(W) AD(       ) 1
 MK1910  NAD 27      -  41 22 51.74745(N)    097 36 57.64907(W) AD(       ) 1
 MK1910  NGVD 29 (07/19/86)  473.0    (m)         1552.     (f) VERT ANG       
 MK1910
 MK1910.Superseded values are not recommended for survey control.
 MK1910
 MK1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1910.See file dsdata.pdf to determine how the superseded data were derived.
 MK1910
 MK1910_MARKER: DS = TRIANGULATION STATION DISK
 MK1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1910_STAMPING: PRAIRIE 1966
 MK1910_MARK LOGO: CGS
 MK1910_PROJECTION: FLUSH
 MK1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1910+STABILITY: SURFACE MOTION
 MK1910
 MK1910  HISTORY     - Date     Condition        Report By
 MK1910  HISTORY     - 1966     MONUMENTED       CGS
 MK1910  HISTORY     - 1972     GOOD             NGS
 MK1910
 MK1910                          STATION DESCRIPTION
 MK1910
 MK1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1910'STATION IS LOCATED ABOUT 15 MILES NORTH OF OSCEOLA, ABOUT 6-1/2
 MK1910'MILES SOUTH OF MONROE, ABOUT 6 MILES WEST OF DUNCAN AND ABOUT 5
 MK1910'MILES NORTH-NORTHWEST OF SILVER CREEK.  IT IS ON ROAD-RIGHT-OF-WAY,
 MK1910'NEAR THE INTERSECTION OF SEC. 1,2,11, AND 12 T.16 N., R. 3 W.
 MK1910'THE STATION IS 80 FEET WEST OF THE WEST END OF WIRE GATE, 20 FEET
 MK1910'SOUTH OF THE APPROXIMATE CENTER OF TRACK ROAD, 11 FEET
 MK1910'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 10
 MK1910'1/2 FEET NORTH OF AN EAST-WEST FENCELINE.  THE STATION IS
 MK1910'MARKED BY A STANDARD TRIANGULATION STATION DISK SET IN
 MK1910'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS SET
 MK1910'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED PRAIRIE
 MK1910'1966.
 MK1910'
 MK1910'TO REACH THE STATION FROM THE RAILROAD STATION IN SILVER CREEK, GO
 MK1910'NORTHEAST ON US HIGHWAY 30 FOR 3.8 MILES TO A GRAVELED SIDE ROAD
 MK1910'LEFT.  TURN LEFT AND GO NORTH, CROSSING RAILROAD TRACKS.  CONTINUE
 MK1910'NORTH ON GRAVELED ROAD FOR 2.5 MILES TO A TRACK ROAD ON THE LEFT
 MK1910'AND A GRAVELED ROAD ON THE RIGHT.  TURN LEFT ON TRACK ROAD AND GO
 MK1910'WEST FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF
 MK1910'ROAD.  CONTINUE WEST ON TRACK ROAD FOR 0.65 MILE TO STATION AS
 MK1910'DESCRIBED.
 MK1910'
 MK1910'AZIMUTH MARK IS 14 FEET NORTH OF TRACK ROAD, 1.6 FEET WEST OF METAL
 MK1910'WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF AN EAST-WEST
 MK1910'FENCELINE.  IT IS MARKED BY A STANDARD TRIANGULATION AZIMUTH MARK
 MK1910'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 MK1910'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 MK1910'STAMPED PRAIRIE 1966.
 MK1910'
 MK1910'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MK1910'TRACK ROAD, 19 FEET EAST-NORTHEAST OF A 24 INCH ELM TREE AND 1 FOOT
 MK1910'NORTH OF AN EAST-WEST FENCELINE.  IT IS MARKED BY A STANDARD
 MK1910'TRIANGULATION REFERENCE MARK DISK, SET IN THE TOP OF A 12 INCH
 MK1910'CONCRETE CYLINDER MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 MK1910'SURFACE OF THE GROUND.  THE DISK IS STAMPED PRAIRIE NO 2 1966.
 MK1910'
 MK1910'REFERENCE MARK NO. 1 IS 26-1/2 FEET WEST OF THE WEST END OF A WIRE
 MK1910'GATE, 18 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD, 5-1/2
 MK1910'FEET SOUTH OF AN EAST-WEST FENCELINE AND 1 FOOT SOUTH OF A SMALL
 MK1910'ELM TREE.  IT IS MARKED BY A STANDARD TRIANGULATION REFERENCE MARK
 MK1910'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 MK1910'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 MK1910'STAMPED PRAIRIE NO 1 1966.
 MK1910'
 MK1910'DISTANCE BETWEEN RM NO. 1 AND RM NO. 2 IS 145.17 FEET OR (44.248)
 MK1910'METERS.
 MK1910'
 MK1910'HEIGHT OF LIGHT ABOVE STATION MARK 22.22 METERS.
 MK1910
 MK1910                          STATION RECOVERY (1972)
 MK1910
 MK1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1910'THE STATION MARK, RM A STATION MARK, REFERENCE MARKS 1, 2 AND THE
 MK1910'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MK1910'DISTANCE AND DIRECTION TO ALL MARKS COMPARED FAVORABLY WITH THE 1966
 MK1910'OBSERVATIONS.  A NEW DESCRIPTION FOLLOWS.
 MK1910'
 MK1910'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF OSCEOLA, 8 MILES
 MK1910'SOUTHEAST OF GENCA, 6.5 MILES SOUTH OF MONROE, 5 MILES
 MK1910'NORTH-NORTHWEST OF SILVER CREEK AND ON ROAD RIGHT OF WAY PROPERTY.
 MK1910'
 MK1910'TO REACH THE STATION FROM THE POST OFFICE IN SILVER CREEK GO NORTH
 MK1910'ON PAVED ROAD FOR 0.05 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND
 MK1910'GO NORTHEAST ON U.S. HIGHWAY 30 FOR 3.85 MILES TO A SIDE ROAD LEFT.
 MK1910'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A
 MK1910'CROSSROAD.  TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO
 MK1910'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON TRACK ROAD FOR
 MK1910'0.7 MILE TO THE STATION ON THE LEFT.
 MK1910'
 MK1910'THE STATION MARK IS A STANDARD DISK STAMPED PRAIRIE 1966, SET IN
 MK1910'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MK1910'GROUND.  IT IS 17 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 11
 MK1910'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND A FENCE.
 MK1910'
 MK1910'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRAIRIE NO 1 1966, SET
 MK1910'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 MK1910'INCHES ABOVE THE GROUND.  IT IS 75 FEET NORTHEAST OF THE METAL
 MK1910'WITNESS POST WITH SIGN ATTACHED, 26 FEET WEST OF A GATE, 18 FEET
 MK1910'NORTH OF THE CENTER OF THE TRACK ROAD AND 5 FEET SOUTH OF A
 MK1910'FENCE.
 MK1910'
 MK1910'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRAIRIE NO 2 1966, SET
 MK1910'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 MK1910'INCHES ABOVE THE GROUND.  IT IS 77 FEET WEST OF THE METAL WITNESS
 MK1910'POST WITH SIGN ATTACHED, 28 FEET SOUTH OF THE CENTER OF THE TRACK
 MK1910'ROAD AND 1 FOOT NORTH OF THE FENCE.
 MK1910'
 MK1910'THE MARK IS A STANDARD STATION DISK STAMPED PRAIRIE RM A 1966, SET
 MK1910'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 MK1910'THE GROUND.  IT IS 142 FEET WEST-NORTHWEST OF THE METAL WITNESS
 MK1910'POST WITH SIGN ATTACHED, 15 FEET NORTH OF THE CENTER OF THE TRACK
 MK1910'ROAD AND 11 FEET SOUTH OF THE FENCE.
 MK1910'
 MK1910'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRAIRIE 1966, SET IN THE
 MK1910'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 MK1910'ABOVE THE GROUND.  IT IS 1.6 FEET WEST OF A METAL WITNESS POST.
 MK1910'
 MK1910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MK1910'NORTH-NORTHWEST OF SILVER CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0613 ***********************************************************************
 NN0613  DESIGNATION -  PRAIRIE
 NN0613  PID         -  NN0613
 NN0613  STATE/COUNTY-  NE/HOLT
 NN0613  COUNTRY     -  US
 NN0613  USGS QUAD   -  DORSEY SW (2017)
 NN0613
 NN0613                         *CURRENT SURVEY CONTROL
 NN0613  ______________________________________________________________________
 NN0613* NAD 83(1995) POSITION- 42 32 29.54776(N) 098 27 34.32650(W)   ADJUSTED
 NN0613* NAVD 88 ORTHO HEIGHT -   595.7   (meters)     1954.    (feet) VERTCON
 NN0613  ______________________________________________________________________
 NN0613  GEOID HEIGHT    -        -25.051 (meters)                     GEOID18
 NN0613  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 NN0613  HORZ ORDER      -  FIRST
 NN0613
 NN0613.The horizontal coordinates were established by classical geodetic methods
 NN0613.and adjusted by the National Geodetic Survey in August 1997.
 NN0613
 NN0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0613
 NN0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0613.GEOID18 height accuracy estimate available here.
 NN0613
 NN0613.Click photographs - Photos may exist for this station.
 NN0613
 NN0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0613
 NN0613. The following values were computed from the NAD 83(1995) position.
 NN0613
 NN0613;                    North         East     Units Scale Factor Converg.
 NN0613;SPC NE       -   301,823.715   626,511.645   MT  0.99982220   +1 01 15.1
 NN0613;SPC NE       -   990,233.30  2,055,480.29   sFT  0.99982220   +1 01 15.1
 NN0613;UTM  14      - 4,710,047.276   544,378.558   MT  0.99962423   +0 21 55.5
 NN0613
 NN0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0613!SPC NE       -   0.99991051  x   0.99982220  =   0.99973272
 NN0613!UTM  14      -   0.99991051  x   0.99962423  =   0.99953477
 NN0613
 NN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4437810047(NAD 83)
 NN0613
 NN0613                          SUPERSEDED SURVEY CONTROL
 NN0613
 NN0613  NAD 83(1986)-  42 32 29.55428(N)    098 27 34.33085(W) AD(       ) 1
 NN0613  NAD 27      -  42 32 29.54900(N)    098 27 33.03400(W) AD(       ) 1
 NN0613  USSD        -  42 32 29.66900(N)    098 27 33.28600(W) AD(       ) 3
 NN0613  NGVD 29 (07/19/86)  595.5    (m)         1954.     (f) VERT ANG       
 NN0613
 NN0613.Superseded values are not recommended for survey control.
 NN0613
 NN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0613.See file dsdata.pdf to determine how the superseded data were derived.
 NN0613
 NN0613_MARKER: V = STONE MONUMENT
 NN0613_SETTING: 0 = UNSPECIFIED SETTING
 NN0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0613
 NN0613  HISTORY     - Date     Condition        Report By
 NN0613  HISTORY     - 1900     MONUMENTED       CGS
 NN0613  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0613  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0613  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NN0613
 NN0613                          STATION DESCRIPTION
 NN0613
 NN0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0613'THIS STATION IS IN THE SOUTHWEST QUARTER SEC. 26, T. 30 N., R. 10
 NN0613'W.  10 MILES NORTH AND 2 MILES WEST OF PAGE, AND ABOUT 12 MILES
 NN0613'NORTHEAST OF O NEILL, ON THE OPEN PRAIRIE, ON THE SUMMIT OF A
 NN0613'SMALL ELEVATION WHICH RISES ABOUT 15 FEET ABOVE THE GENERAL
 NN0613'LEVEL.  THERE IS ANOTHER SIMILAR SUMMIT TO THE SOUTHEASTWARD
 NN0613'OF THE STATION AND WITHIN ABOUT 1,000 FEET.  THE BEARINGS AND
 NN0613'DISTANCES TO CERTAIN POINTS ARE--TO THE SOUTHWEST CORNER OF
 NN0613'SECTION 26, S 27 DEG 04 MIN W, ABOUT 1,530 FEET TO THE STANDPIPE
 NN0613'AT O NEILL, S 59 DEG 56 MIN W.  TO SANTONS HOUSE, N 79 DEG 06 MIN W.
 NN0613'1 MILE.  TO THE CHIMNEY OF EVANS HOUSE N 42 DEG 25 MIN W.
 NN0613'2 MILES.  TO THE CUPOLA OF BARN ON SHEEP RANCH,
 NN0613'N 95 DEG 21 MIN E, 2.2 MILES.
 NN0613'
 NN0613'THE UNDERGROUND MARK AT THIS STATION IS A STONE OR EARTHENWARE
 NN0613'CROCK BURIED BOTTOM UP AT BETWEEN 2 AND 3.6 FEET BELOW THE
 NN0613'SURFACE OF THE GROUND.  IN ITS BOTTOM IS A SMALL DRILLED
 NN0613'HOLE AND SOMETIMES A CROSS.  THE SURFACE MARK IS A MARBLE POST
 NN0613'8 INCHES SQUARE AND 2.3 TO 2.6 FEET LONG PLACED WITH ITS TOP
 NN0613'FLUSH WITH THE SURFACE OF THE GROUND.  IN ITS TOP ARE CUT TWO
 NN0613'V-SHAPED GROOVES AND THE LETTERS U.S.C.S.
 NN0613
 NN0613                          STATION RECOVERY (1935)
 NN0613
 NN0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0613'ABOUT 9 MILES NORTH AND 2 MILES WEST OF PAGE.  STATION WAS NOT
 NN0613'RECOVERED, ALTHOUGH A DAY WAS SPENT IN ATTEMPT.  SOME OF THE
 NN0613'OLD RESIDENTS RECALLED THE EXISTENCE OF THE OBSERVATION PLATFORM
 NN0613'BUT DID NOT REMEMBER THE STONE POST AND COULD NOT POINT OUT THE
 NN0613'EXACT SPOT.  THE TOP OF HILL IS RATHER FLAT, MARKING A RATHER
 NN0613'LARGE SPACE WITHIN WHICH THE STATION MIGHT HAVE BEEN LOCATED.
 NN0613'I WENT OVER A LARGE AREA WITH A SHARP ROD, PROBING DOWN ABOUT
 NN0613'3-1/2 FEET INTO THE SOFT SAND.  I FOUND TWO FRAGMENTS OF
 NN0613'EARTHENWARE ON THE HILL.  THIS MIGHT INDICATE THAT THE UNDERGROUND
 NN0613'MARK AS WELL AS THE SURFACE MARK HAS BEEN DESTROYED.
 NN0613'
 NN0613'THE LAND IS NOW OWNED BY MORRIS KUOLS OF BELDEN, NEBR., AND IS
 NN0613'RENTED BY JAMES VANVERY WHO LIVES ACROSS THE ROAD IN SEC. 27.
 NN0613
 NN0613                          STATION RECOVERY (1935)
 NN0613
 NN0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0613'STATION NOT RECOVERED.  IN OPEN PRAIRIE, ON SUMMIT OF SMALL
 NN0613'ELEVATION, WHICH RISES ABOUT 15 FEET ABOVE THE GENERAL LEVEL
 NN0613'AND ABOUT 1,000 FEET NORTHWEST OF ANOTHER SIMILAR SUMMIT.  THE
 NN0613'PROPERTY IS NOW OWNED BY MR. MORRIS KUOLS OF BELDEN, NEBRASKA
 NN0613'AND OCCUPIED BY MR. JAMES VANEVERY, WHO LIVES ACROSS THE ROAD IN
 NN0613'SECTION 27.  THE ORIGINAL STATION MARK WAS AN 8- BY 8-INCH
 NN0613'MARBLE POST 2.5 FEET LONG, AS SURFACE MARK, AND THE UNDERGROUND
 NN0613'MARK, AN EARTHENWARE MILK CROCK WITH SMALL DRILL HOLE IN
 NN0613'BOTTOM.  THE APPROXIMATE SITE OF STATION WAS IDENTIFIED BY
 NN0613'AZIMUTHS FROM STATION AND MUCH PRODDING WAS DONE, BUT
 NN0613'STATION MARK 3.5 FEET BELOW GROUND WAS NOT FOUND.  THE
 NN0613'SURFACE MARK WAS REMOVED SOME YEARS AGO, IT WAS LEARNED BY
 NN0613'LOCAL PEOPLE, AND SEVERAL FRAGMENTS OF EARTHENWARE WERE
 NN0613'FOUND WHICH INDICATES THAT EVEN THE UNDERGROUND MARK WAS
 NN0613'DESTROYED.  THIS STATION CAN BEST BE REACHED BY GOING TO
 NN0613'PAGE, THEN DUE NORTH ON SECTION-LINE ROAD FOR 10 MILES, THEN
 NN0613'WEST 2 MILES.
 NN0613'
 NN0613'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 NN0613
 NN0613                          STATION RECOVERY (1940)
 NN0613
 NN0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0613'A NEW STATION, PRAIRIE 2, WAS ESTABLISHED NEAR THE OLD STATION
 NN0613'PRAIRIE AND WITH THE DATE THUS OBTAINED, A SEARCH WAS MADE FOR
 NN0613'THE SUBSURFACE MARK, WHICH WAS AN EARTHENWARE MILE CROCK WITH A
 NN0613'DRILL HOLE IN THE CENTER OF THE BOTTOM.  PARTS OF THE CROCK
 NN0613'WERE FOUND SCATTERED THROUGH THE SAND, BUT THE POSITION OF THE
 NN0613'OLD STATION IS DEFINITELY LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1109 ***********************************************************************
 LG1109  CBN         -  This is a Cooperative Base Network Control Station.
 LG1109  DESIGNATION -  PRAIRIE
 LG1109  PID         -  LG1109
 LG1109  STATE/COUNTY-  NE/LANCASTER
 LG1109  COUNTRY     -  US
 LG1109  USGS QUAD   -  WALTON (2017)
 LG1109
 LG1109                         *CURRENT SURVEY CONTROL
 LG1109  ______________________________________________________________________
 LG1109* NAD 83(2011) POSITION- 40 52 15.28914(N) 096 31 42.85395(W)   ADJUSTED
 LG1109* NAD 83(2011) ELLIP HT-   368.923 (meters)        (06/27/12)   ADJUSTED
 LG1109* NAD 83(2011) EPOCH   -  2010.00
 LG1109* NAVD 88 ORTHO HEIGHT -   394.9   (meters)     1296.    (feet) GPS OBS
 LG1109  ______________________________________________________________________
 LG1109  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LG1109  GEOID HEIGHT    -        -25.907 (meters)                     GEOID93
 LG1109  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 LG1109  NAD 83(2011) X  -   -549,194.315 (meters)                     COMP
 LG1109  NAD 83(2011) Y  - -4,798,939.767 (meters)                     COMP
 LG1109  NAD 83(2011) Z  -  4,151,834.972 (meters)                     COMP
 LG1109  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 LG1109
 LG1109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1109  Standards:
 LG1109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1109  -------------------------------------------------------------------
 LG1109  NETWORK    0.67   1.76           0.32   0.20   0.90      0.01988295
 LG1109  -------------------------------------------------------------------
 LG1109  Click here for local accuracies and other accuracy information.
 LG1109
 LG1109.The horizontal coordinates were established by GPS observations
 LG1109.and adjusted by the National Geodetic Survey in June 2012.
 LG1109
 LG1109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1109.been affixed to the stable North American tectonic plate. See 
 LG1109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1109
 LG1109.The horizontal coordinates are valid at the epoch date displayed above
 LG1109.which is a decimal equivalence of Year/Month/Day.
 LG1109
 LG1109.The orthometric height was determined by GPS observations and a
 LG1109.high-resolution geoid model.
 LG1109
 LG1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1109.GEOID18 height accuracy estimate available here.
 LG1109
 LG1109.Click photographs - Photos may exist for this station.
 LG1109
 LG1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1109
 LG1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1109
 LG1109.The ellipsoidal height was determined by GPS observations
 LG1109.and is referenced to NAD 83.
 LG1109
 LG1109. The following values were computed from the NAD 83(2011) position.
 LG1109
 LG1109;                    North         East     Units Scale Factor Converg.
 LG1109;SPC NE       -   121,072.203   792,477.771   MT  0.99971955   +2 18 01.8
 LG1109;SPC NE       -   397,217.72  2,599,987.49   sFT  0.99971955   +2 18 01.8
 LG1109;UTM  14      - 4,527,367.586   708,265.390   MT  1.00013389   +1 37 04.0
 LG1109
 LG1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1109!SPC NE       -   0.99994213  x   0.99971955  =   0.99966170
 LG1109!UTM  14      -   0.99994213  x   1.00013389  =   1.00007602
 LG1109
 LG1109:                Primary Azimuth Mark                     Grid Az
 LG1109:SPC NE       -  PRAIRIE AZ MK                            264 58 21.8
 LG1109:UTM  14      -  PRAIRIE AZ MK                            265 39 19.6
 LG1109
 LG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0826527367(NAD 83)
 LG1109
 LG1109|---------------------------------------------------------------------|
 LG1109| PID    Reference Object                     Distance      Geod. Az  |
 LG1109|                                                           dddmmss.s |
 LG1109| CL8204 PRAIRIE RM 1                         31.870 METERS 09242     |
 LG1109| CL8205 PRAIRIE RM 2                         21.754 METERS 18336     |
 LG1109| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.16.0 KM 2441446.5 |
 LG1109| CL8206 PRAIRIE RM 3                         12.044 METERS 26119     |
 LG1109| CL8203 PRAIRIE AZ MK                                      2671623.6 |
 LG1109|---------------------------------------------------------------------|
 LG1109
 LG1109                          SUPERSEDED SURVEY CONTROL
 LG1109
 LG1109  NAD 83(2007)-  40 52 15.28913(N)    096 31 42.85450(W) AD(2002.00) 0
 LG1109  ELLIP H (02/10/07)  368.943  (m)                       GP(2002.00)    
 LG1109  ELLIP H (09/24/01)  368.944  (m)                       GP(       ) 4 1
 LG1109  NAD 83(1995)-  40 52 15.28917(N)    096 31 42.85383(W) AD(       ) B
 LG1109  ELLIP H (06/25/96)  369.000  (m)                       GP(       ) 1 1
 LG1109  NAD 83(1986)-  40 52 15.29999(N)    096 31 42.85357(W) AD(       ) 2
 LG1109  NAD 27      -  40 52 15.30242(N)    096 31 41.82113(W) AD(       ) 2
 LG1109
 LG1109.Superseded values are not recommended for survey control.
 LG1109
 LG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1109.See file dsdata.pdf to determine how the superseded data were derived.
 LG1109
 LG1109_MARKER: DS = TRIANGULATION STATION DISK
 LG1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1109_STAMPING: PRAIRIE 1961
 LG1109_MARK LOGO: CGS
 LG1109_PROJECTION: FLUSH
 LG1109_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1109+STABILITY: SURFACE MOTION
 LG1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1109+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1995
 LG1109
 LG1109  HISTORY     - Date     Condition        Report By
 LG1109  HISTORY     - 1961     MONUMENTED       CGS
 LG1109  HISTORY     - 1976     GOOD             NGS
 LG1109  HISTORY     - 1981     GOOD             LOCENG
 LG1109  HISTORY     - 19950818 GOOD             NE-109
 LG1109  HISTORY     - 20181024 MARK NOT FOUND   JORSUR
 LG1109
 LG1109                          STATION DESCRIPTION
 LG1109
 LG1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1109'THE STATION IS 3/4 MILE NORTHWEST OF PRAIRIE HOME, IN THE SE 1/4
 LG1109'SEC. 33, T. 11 N., R. 8 E., UPON THE NORTH RIGHT-OF-WAY OF AN
 LG1109'EAST-WEST GRAVELED ROAD AND AT FILLED ENTRANCES ON THE NORTH
 LG1109'AND SOUTH SIDES OF THE ROAD.
 LG1109'
 LG1109'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIE HOME, DRIVE
 LG1109'NORTH FOR 0.45 MILE TO A CROSS ROAD.  TURN LEFT AND DRIVE
 LG1109'WEST FOR 0.4 MILE TO THE SUMMIT OF A RISE AND THE STATION ON
 LG1109'THE RIGHT.
 LG1109'
 LG1109'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED PRAIRIE 1961,
 LG1109'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG1109'TOP, FLUSH WITH THE GROUND SURFACE.  IT IS 78.0 FEET NORTH
 LG1109'OF A METAL WITNESS POST WITH SIGN AND 40 FEET NORTH OF THE
 LG1109'CENTER OF THE GRAVELED ROAD.
 LG1109'
 LG1109'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED PRAIRIE
 LG1109'1961, IS SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES
 LG1109'BELOW THE SURFACE OF THE GROUND.
 LG1109'
 LG1109'REFERENCE MARK 1, A STANDARD DISK STAMPED PRAIRIE NO 1 1961,
 LG1109'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT
 LG1109'THE TOP, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33.0 FEET
 LG1109'NORTH OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 4-1/2 FEET
 LG1109'LOWER IN ELEVATION THAN THE STATION MARK.
 LG1109'
 LG1109'REFERENCE MARK 2, A STANDARD DISK STAMPED PRAIRIE NO 2 1961,
 LG1109'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG1109'TOP, 2 INCHES BELOW THE SURROUNDING GROUND SURFACE.  IT IS
 LG1109'32.0 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 2.3 FEET
 LG1109'WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN.
 LG1109'
 LG1109'THE PICTURE POINT IS THE CENTER OF THE EAST-WEST GRAVELED ROAD
 LG1109'AT ITS INTERSECTION WITH THE NORTH AND SOUTH FIELD ENTRANCES.
 LG1109'
 LG1109'THE AZIMUTH MARK, A STANDARD DISK STAMPED PRAIRIE 1961, IS
 LG1109'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG1109'TOP, FLUSH WITH THE GROUND SURFACE.  IT IS UPON THE SOUTH
 LG1109'RIGHT-OF-WAY OF THE EAST-WEST ROAD, 33.0 FEET SOUTH OF THE
 LG1109'CENTER OF THE ROAD, 2.5 FEET EAST OF A POWERLINE POLE, 1.6 FEET
 LG1109'EAST OF A METAL WITNESS POST WITH SIGN AND 0.5 FOOT NORTH OF
 LG1109'THE SOUTH RIGHT-OF-WAY FENCE.
 LG1109'
 LG1109'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 LG1109'THE GRAVELED ROAD FOR 0.3 MILE TO THE SUMMIT OF A RISE, A
 LG1109'FARM RESIDENCE ON THE RIGHT AND THE MARK ON THE LEFT.
 LG1109
 LG1109                          STATION RECOVERY (1976)
 LG1109
 LG1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1109'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1109'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1109'OBSTRUCTED BY TREES IN FENCELINE THIS DATE.  BEING REFERENCE MARK 1
 LG1109'IS IN CULTIVATED AREA AND ABOUT 6 INCHES BELOW THE GROUND, REFERENCE
 LG1109'MARK 3 WAS ESTABLISHED THIS DATE.  THE ANGLE BETWEEN THE REFERENCE
 LG1109'MARKS WAS VERIFIED.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 LG1109'CHECKED THE PREVIOUS DISTANCE.  THE DISTANCE TO REFERENCE MARK 1
 LG1109'MISSED THE PREVIOUS DISTANCE 0.08 FOOT.  THE DISTANCE TO
 LG1109'REFERENCE MARK 2 MISSED THE PREVIOUS DISTANCE 0.06 FOOT.
 LG1109'
 LG1109'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1109'
 LG1109'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF PRAIRIE HOME, IN
 LG1109'THE SOUTHEAST QUARTER OF SECTION 33, T 11 N, R 8 E, IN EDGE OF FIELD
 LG1109'ON NORTH RIGHT-OF-WAY OF A GRAVELED ROAD AND AT FIELD APPROACH ON
 LG1109'THE NORTH AND SOUTH SIDES OF THE ROAD.
 LG1109'
 LG1109'TO REACH THE STATION FROM THE RAILROAD CROSSING IN PRAIRIE HOME, GO
 LG1109'NORTH ON A SURFACED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT,
 LG1109'FLETCHER AVE.), TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.4
 LG1109'MILE TO TOP OF THE HILL AND THE STATION ON THE RIGHT.
 LG1109'
 LG1109'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED PRAIRIE 1961, SET
 LG1109'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 LG1109'THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 LG1109'GRAVELED ROAD, 24.5 FEET EAST OF THE CENTER OF A FIELD APPROACH, 3
 LG1109'FEET EAST-SOUTHEAST OF THE WEST GUARD RAIL POST WITH WITNESS
 LG1109'SIGN ATTACHED AND 3 FEET WEST-SOUTHWEST OF THE EAST GUARD
 LG1109'RAIL POST.  THE UNDERGROUND STATION MARK DISK WAS NOT INSPECTED.
 LG1109'
 LG1109'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRAIRIE NO 1 1961, SET IN
 LG1109'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 6 INCHES BELOW THE
 LG1109'GROUND SURFACE.  IT IS 102 FEET EAST OF THE EAST GUARD RAIL POST AT
 LG1109'THE STATION MARK AND 33 FEET NORTH OF THE CENTER OF THE GRAVELED
 LG1109'ROAD.
 LG1109'
 LG1109'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRAIRIE NO 2 1961, SET IN
 LG1109'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 4 INCHES BELOW THE
 LG1109'GROUND SURFACE ON ITS SOUTH SIDE.  IT IS 32 FEET SOUTH OF THE
 LG1109'CENTER OF THE GRAVELED ROAD, 17 FEET EAST OF THE CENTER OF A FIELD
 LG1109'APPROACH AND 2 FEET WEST OF A METAL WITNESS POST.
 LG1109'
 LG1109'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1109'PRAIRIE 1961 NO 3 1976, AND PROJECTS 1 INCH ABOVE THE GROUND
 LG1109'SURFACE.  IT IS 35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1109'17 FEET WEST OF THE CENTER OF A FIELD APPROACH AND 1 FOOT EAST OF A
 LG1109'METAL WITNESS POST.
 LG1109'
 LG1109'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRAIRIE 1961, SET IN THE
 LG1109'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1109'SURFACE.  IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1109'2.5 FEET EAST OF A POWER POLE, 1.6 FEET EAST OF A METAL WITNESS
 LG1109'POST AND 0.5 FOOT NORTH OF THE RIGHT-OF-WAY FENCELINE.
 LG1109'
 LG1109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 LG1109'ROAD FOR 0.3 MILE TO TOP OF HILL, A BRICK HOUSE ON THE RIGHT AND THE
 LG1109'AZIMUTH MARK ON THE LEFT.
 LG1109'
 LG1109'NOTE--A 3/4 INCH RE-BAR, 3 FOOT IN LENGTH WAS DRIVEN INTO THE GROUND
 LG1109'BESIDE THE STATION MARK.
 LG1109'
 LG1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILES
 LG1109'NW OF PRAIRIE HOME.
 LG1109
 LG1109                          STATION RECOVERY (1981)
 LG1109
 LG1109'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1109'PRAIRIE 1961 RECOVERED GOOD (STATION MARK).
 LG1109'
 LG1109'R.M. 1 AND R.M. 2 RECOVERED GOOD (PRAIRIE NO 1 1961, PRAIRIE NO. 2
 LG1109'1961).
 LG1109'
 LG1109'PRAIRIE 1961 RECOVERED GOOD (AZI MARK).
 LG1109'
 LG1109'DESCRIPTION ADEQUATE.
 LG1109'
 LG1109'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MI NW PRAIRIE HOME.
 LG1109
 LG1109                          STATION RECOVERY (1995)
 LG1109
 LG1109'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG1109'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5.5 MI (8.9
 LG1109'KM) NORTH-NORTHEAST OF WALTON, 3.0 MI (4.8 KM) SOUTH OF WAVERLY, 0.5
 LG1109'MI (0.8 KM) NORTHWEST OF PRAIRIE HOME, IN THE SE1/4, SEC33, T11N, R8E
 LG1109'AND ON THE NORTH RIGHT-OF-WAY OF FLETCHER AVENUE.  TO REACH THE MARK
 LG1109'FROM THE POST OFFICE IN PRAIRIE HOME, GO NORTH ON NORTH 148TH STREET
 LG1109'FOR 0.45 MI (0.72 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST
 LG1109'ON FLETCHER AVENUE FOR 0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT, ATOP
 LG1109'A LOW RISE, AT A FIELD ENTRANCE.  THE DISK IS SET INTO THE TOP OF A
 LG1109'SQUARE CONCRETE MONUMENT THAT IS RECESSED 0.5 FT (15.2 CM) BELOW THE
 LG1109'GROUND SURFACE.  IT IS 38.0 FT (11.6 M) NORTH OF THE CENTERLINE OF
 LG1109'FLETCHER AVENUE, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF THE FIELD
 LG1109'ENTRANCE, 66.72 FT (20.34 M) NORTH OF A REBAR AND CAP, 39.51 FT (12.04
 LG1109'M) EAST-NORTHEAST OF REFERENCE MARK 3, 3.0 FT (0.9 M) EAST-SOUTHEAST
 LG1109'OF A METAL WITNESS POST, 3.0 FT (0.9 M) WEST-SOUTHWEST OF A METAL
 LG1109'WITNESS POST AND 2.0 FT (0.6 M) SOUTH OF A FIBERGLASS WITNESS POST.
 LG1109'REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 LG1109
 LG1109                          STATION RECOVERY (2018)
 LG1109
 LG1109'RECOVERY NOTE BY JORGENSEN SURVEYING 2018 (BAJ)
 LG1109'SEARCHED FOR MARK AND REFERENCES.  THE TOP OF THE HILL HAS BEEN
 LG1109'REMOVED AND FLETCHER AVENUE HAS BEEN REGRADED.  THE ROAD IS NOW 25 FT
 LG1109'(7.6 M) BELOW THE TOP OF THE HILL ELEVATION AND THE LOCATION OF THE
 LG1109'MARK FALLS WITHIN A CUT AREA.  NEITHER THE MARK NOR REFERENCES WERE
 LG1109'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0614 ***********************************************************************
 NN0614  DESIGNATION -  PRAIRIE 2
 NN0614  PID         -  NN0614
 NN0614  STATE/COUNTY-  NE/HOLT
 NN0614  COUNTRY     -  US
 NN0614  USGS QUAD   -  DORSEY SW (2017)
 NN0614
 NN0614                         *CURRENT SURVEY CONTROL
 NN0614  ______________________________________________________________________
 NN0614* NAD 83(1995) POSITION- 42 32 29.67108(N) 098 27 33.98556(W)   ADJUSTED
 NN0614* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 NN0614  ______________________________________________________________________
 NN0614  GEOID HEIGHT    -        -25.051 (meters)                     GEOID18
 NN0614  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 NN0614  HORZ ORDER      -  FIRST
 NN0614
 NN0614.The horizontal coordinates were established by classical geodetic methods
 NN0614.and adjusted by the National Geodetic Survey in August 1997.
 NN0614
 NN0614.The orthometric height was scaled from a topographic map.
 NN0614
 NN0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0614.GEOID18 height accuracy estimate available here.
 NN0614
 NN0614.Click photographs - Photos may exist for this station.
 NN0614
 NN0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0614
 NN0614. The following values were computed from the NAD 83(1995) position.
 NN0614
 NN0614;                    North         East     Units Scale Factor Converg.
 NN0614;SPC NE       -   301,827.657   626,519.354   MT  0.99982221   +1 01 15.3
 NN0614;SPC NE       -   990,246.24  2,055,505.58   sFT  0.99982221   +1 01 15.3
 NN0614;UTM  14      - 4,710,051.129   544,386.310   MT  0.99962424   +0 21 55.8
 NN0614
 NN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0614!SPC NE       -   0.99991043  x   0.99982221  =   0.99973266
 NN0614!UTM  14      -   0.99991043  x   0.99962424  =   0.99953470
 NN0614
 NN0614:                Primary Azimuth Mark                     Grid Az
 NN0614:SPC NE       -  PRAIRIE 2 AZ MK                          206 59 42.1
 NN0614:UTM  14      -  PRAIRIE 2 AZ MK                          207 39 01.6
 NN0614
 NN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4438610051(NAD 83)
 NN0614
 NN0614|---------------------------------------------------------------------|
 NN0614| PID    Reference Object                     Distance      Geod. Az  |
 NN0614|                                                           dddmmss.s |
 NN0614| CO3519 PRAIRIE 2 RM 1                       32.842 METERS 03806     |
 NN0614| CO3520 PRAIRIE 2 RM 2                       31.389 METERS 15438     |
 NN0614| CO3518 PRAIRIE 2 AZ MK                                    2080057.4 |
 NN0614| NN0669 O NEILL MUNICIPAL TANK              APPROX.17.8 KM 2402302.2 |
 NN0614|---------------------------------------------------------------------|
 NN0614
 NN0614                          SUPERSEDED SURVEY CONTROL
 NN0614
 NN0614  NAD 83(1986)-  42 32 29.67782(N)    098 27 33.98974(W) AD(       ) 1
 NN0614  NAD 27      -  42 32 29.67100(N)    098 27 32.69700(W) AD(       ) 1
 NN0614
 NN0614.Superseded values are not recommended for survey control.
 NN0614
 NN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0614.See file dsdata.pdf to determine how the superseded data were derived.
 NN0614
 NN0614_MARKER: DS = TRIANGULATION STATION DISK
 NN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0614
 NN0614  HISTORY     - Date     Condition        Report By
 NN0614  HISTORY     - 1940     MONUMENTED       CGS
 NN0614  HISTORY     - 1949     GOOD             CGS
 NN0614  HISTORY     - 1961     GOOD             USGS
 NN0614
 NN0614                          STATION DESCRIPTION
 NN0614
 NN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0614'STATION PRAIRIE 2 IS 12 MILES NORTHEAST OF O NEIL, 4 MILES SOUTH
 NN0614'SOUTHEAST OF OPPORTUNITY IN SW 1/4 OF SEC. 26, T 30 N, R 10 W, IN
 NN0614'OPEN PRAIRIE ON THE SUMMIT OF SMALL ELEVATION WHICH IS ABOUT 15
 NN0614'FEET ABOVE THE GENERAL LEVEL.
 NN0614'
 NN0614'TO REACH FROM LYNCH ON NEBRASKA STATE ROUTE 12, GO EAST FROM
 NN0614'CENTER OF TOWN FOR 0.5 MILE AND TURN RIGHT, SOUTH, OFF HIGHWAY
 NN0614'ONTO GOOD GRAVEL ROAD, GO SOUTH ON MAIN TRAVELED ROAD FOR 15
 NN0614'MILES AND TURN RIGHT, WEST, ON MAIN TRAVELED ROAD, GO 3.0
 NN0614'MILES AND TURN LEFT, SOUTH, ON MAIN TRAVELED ROAD, GO 1.0 MILE
 NN0614'TO THE SMALL SETTLEMENT OF OPPORTUNITY AND CONTINUE STRAIGHT
 NN0614'AHEAD, SOUTH, ON MAIN TRAVELED ROAD, GO 4.0 MILES AND TURN LEFT,
 NN0614'EAST, ON SECTION LINE ROAD AT TWO MAIL BOXES ON WHEEL, GO 2.0
 NN0614'MILES AND TURN LEFT NORTH, ON SECTION LINE ROAD, (AZIMUTH
 NN0614'MARK IS NORTHEAST ANGLE OF THIS INTERSECTION), GO 0.3 MILE AND
 NN0614'TURN RIGHT, EAST THROUGH GATE INTO FIELD, GO SOUTHEAST
 NN0614'ACROSS FIELD FOR 0.15 MILE TO HIGHEST POINT AND STATION.
 NN0614'
 NN0614'STATION MARK IS ON HIGH POINT OF LOW RISE IN OPEN PASTURE
 NN0614'LAND, 0.15 MILE SOUTHEAST OF GATE IN NORTH AND SOUTH FENCE WHICH
 NN0614'IS ACROSS ROAD FROM THE FARMHOUSE, 0.3 MILE NORTHEAST OF SOUTHWEST
 NN0614'CORNER OF PASTURE, ABOUT 0.1 MILE EAST OF SECTION LINE ROAD, 4
 NN0614'FEET WEST BY NORTH OF WHITE REFERENCE POST, IS STAMPED PRAIRIE 2
 NN0614'1940, AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'R.M. NO. 1 IS ABOUT 6 INCHES LOWER THAN STATION, IS STAMPED
 NN0614'PRAIRIE 2 NO. 1 1940, AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'R.M. NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION, IS STAMPED
 NN0614'PRAIRIE 2 NO. 2 1940, AND PROJECTS 4 INCHES.
 NN0614'
 NN0614'AZIMUTH MARK IS 0.3 MILE SOUTH SOUTHWEST OF STATION AT SOUTHWEST
 NN0614'CORNER OF PASTURE FENCE, 56 FEET NORTH OF EAST-WEST SECTION LINE
 NN0614'ROAD, 31 FEET EAST OF NORTH-SOUTH SECTION LINE ROAD, 17-1/2
 NN0614'FEET NORTH OF FENCE CORNER, 6 INCHES WEST OF NORTH-SOUTH FENCE
 NN0614'LINE, 3 FEET NORTH OF WHITE REFERENCE POST, IS STAMPED PRAIRIE 2
 NN0614'1940, AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'NOTE--THIS STATION WAS BUILT NEAR STATION PRAIRIE 1900 WHICH HAS
 NN0614'BEEN DESTROYED.  SEE RECOVERY NOTE FOR PRAIRIE 1900
 NN0614
 NN0614                          STATION RECOVERY (1949)
 NN0614
 NN0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0614'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0614'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NN0614'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0614'
 NN0614'THE STATION IS LOCATED ABOUT 12.0 MILES NORTHEAST OF O NEILL AND
 NN0614'ABOUT 4.0 MILES SOUTH-SOUTHEAST OF OPPORTUNITY, ON THE HIGH POINT
 NN0614'OF A SMALL RIDGE IN AN OPEN PASTURE AND ON LAND OWNED BY MR. J.E.
 NN0614'VAN EVERY.  IT IS ABOUT 0.15 MILE SOUTHEAST OF A SMALL GROVE
 NN0614'OF TREES, 0.1 MILE EAST OF NORTH-SOUTH FENCE LINE AND 4 FEET
 NN0614'WEST-NORTHWEST OF WITNESS POST.  IT IS STAMPED PRAIRIE 2 1940
 NN0614'AND PROJECTS 8 INCHES.
 NN0614'
 NN0614'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE OPEN
 NN0614'PASTURE AND ON ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 NN0614'STAMPED PRAIRIE 2 NO 1 1940 AND PROJECTS 4 INCHES.
 NN0614'
 NN0614'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE OPEN
 NN0614'PASTURE AND ON ABOUT THE SAME ELEVATION AS THE STATION.  IT
 NN0614'IS STAMPED PRAIRIE 2 NO 2 1940 AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE
 NN0614'STATION, SET IN THE NORTHEAST ANGLE OF CROSSROAD, 30 FEET
 NN0614'EAST OF THE CENTER OF NORTH-SOUTH ROAD, 45 FEET NORTH OF
 NN0614'THE CENTER OF EAST-WEST ROAD AND 3 FEET NORTH OF WITNESS POST.
 NN0614'IT IS STAMPED PRAIRIE 2 1940 AND PROJECTS 12 INCHES.
 NN0614'
 NN0614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0614'275 AND 281 AT THE STOP LIGHT IN O NEILL, GO EAST ON U.S. HIGHWAYS
 NN0614'20 AND 275 FOR 0.55 MILE TO JUNCTION WITH STATE ROUTE 108, GO
 NN0614'EAST AND NORTHEAST ON STATE ROUTE 108 FOR 1.2 MILES TO CROSSROAD,
 NN0614'TURN LEFT AND GO NORTH FOR 2.0 MILES, TURN RIGHT AND GO EAST
 NN0614'FOR 4.0 MILES, TURN LEFT AND CONTINUE NORTH ON MAIN TRAVELED
 NN0614'ROAD FOR 2.0 MILES, TURN RIGHT AND GO EAST FOR 2.0 MILES, TURN
 NN0614'LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD, TURN RIGHT AND
 NN0614'GO EAST ON TRACK ROAD FOR 2.1 MILES TO CROSSROAD AND AZIMUTH
 NN0614'MARK IN THE NORTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO
 NN0614'NORTH FOR 0.05 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE
 NN0614'NORTH ALONG EAST SIDE OF FENCE LINE FOR 0.2 MILE, TURN RIGHT
 NN0614'OFF OF TRACK ROAD AND GO EAST ACROSS PASTURE FOR 0.1 MILE TO TOP
 NN0614'OF SMALL RIDGE AND STATION AS DESCRIBED.
 NN0614'
 NN0614'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 NN0614'
 NN0614'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1906, 1900 IS VISIBLE AT
 NN0614'37 FEET
 NN0614'
 NN0614'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 50 FEET
 NN0614'
 NN0614'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 50 FEET
 NN0614
 NN0614                          STATION RECOVERY (1961)
 NN0614
 NN0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0614'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1909 ***********************************************************************
 MK1909  DESIGNATION -  PRAIRIE RM A
 MK1909  PID         -  MK1909
 MK1909  STATE/COUNTY-  NE/MERRICK
 MK1909  COUNTRY     -  US
 MK1909  USGS QUAD   -  MONROE (2017)
 MK1909
 MK1909                         *CURRENT SURVEY CONTROL
 MK1909  ______________________________________________________________________
 MK1909* NAD 83(1995) POSITION- 41 22 52.10827(N) 097 37 00.67066(W)   ADJUSTED
 MK1909* NAVD 88 ORTHO HEIGHT -   473.7   (meters)     1554.    (feet) VERTCON
 MK1909  ______________________________________________________________________
 MK1909  GEOID HEIGHT    -        -25.284 (meters)                     GEOID18
 MK1909  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 MK1909  HORZ ORDER      -  FIRST
 MK1909
 MK1909.The horizontal coordinates were established by classical geodetic methods
 MK1909.and adjusted by the National Geodetic Survey in August 1997.
 MK1909
 MK1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1909
 MK1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1909.GEOID18 height accuracy estimate available here.
 MK1909
 MK1909.Click photographs - Photos may exist for this station.
 MK1909
 MK1909.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1909
 MK1909. The following values were computed from the NAD 83(1995) position.
 MK1909
 MK1909;                    North         East     Units Scale Factor Converg.
 MK1909;SPC NE       -   174,592.104   699,254.223   MT  0.99966095   +1 34 45.5
 MK1909;SPC NE       -   572,807.59  2,294,136.56   sFT  0.99966095   +1 34 45.5
 MK1909;UTM  14      - 4,581,991.673   615,653.548   MT  0.99976461   +0 54 52.0
 MK1909
 MK1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1909!SPC NE       -   0.99992967  x   0.99966095  =   0.99959064
 MK1909!UTM  14      -   0.99992967  x   0.99976461  =   0.99969430
 MK1909
 MK1909:                Primary Azimuth Mark                     Grid Az
 MK1909:SPC NE       -  MONROE RM 3                              356 13 17.9
 MK1909:UTM  14      -  MONROE RM 3                              356 53 11.4
 MK1909
 MK1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1565381991(NAD 83)
 MK1909
 MK1909|---------------------------------------------------------------------|
 MK1909| PID    Reference Object                     Distance      Geod. Az  |
 MK1909|                                                           dddmmss.s |
 MK1909| MK1947 MONROE RM 3                         APPROX.14.5 KM 3574803.4 |
 MK1909|---------------------------------------------------------------------|
 MK1909
 MK1909                          SUPERSEDED SURVEY CONTROL
 MK1909
 MK1909  NAD 83(1986)-  41 22 52.11747(N)    097 37 00.67487(W) AD(       ) 1
 MK1909  NAD 27      -  41 22 52.06758(N)    097 36 59.49336(W) AD(       ) 1
 MK1909  NGVD 29 (07/19/86)  473.5    (m)         1553.     (f) VERT ANG       
 MK1909
 MK1909.Superseded values are not recommended for survey control.
 MK1909
 MK1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1909.See file dsdata.pdf to determine how the superseded data were derived.
 MK1909
 MK1909_MARKER: DS = TRIANGULATION STATION DISK
 MK1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1909_STAMPING: PRAIRIE RM A 1966
 MK1909_MARK LOGO: CGS
 MK1909_PROJECTION: FLUSH
 MK1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1909+STABILITY: SURFACE MOTION
 MK1909
 MK1909  HISTORY     - Date     Condition        Report By
 MK1909  HISTORY     - 1966     MONUMENTED       CGS
 MK1909
 MK1909                          STATION DESCRIPTION
 MK1909
 MK1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1909'STATION IS AT THE SAME LOCATION AS TRIANGULATION STATION PRAIRIE,
 MK1909'AND ON THE NORTH SIDE OF UNDEVELOPED ROAD RIGHT-OF-WAY.
 MK1909'
 MK1909'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 MK1909'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 MK1909'OF THE GROUND AND IS STAMPED PRAIRIE RMA 1966.  IT IS 55-1/2 FEET
 MK1909'WEST OF A 12 INCH COTTONWOOD TREE, 12-1/2 FEET NORTH OF A FIELD
 MK1909'ROAD AND 10.5 FEET SOUTH OF A FENCELINE.
 MK1909'
 MK1909'TO REACH THE STATION FROM THE POST OFFICE IN SILVER CREEK GO NORTH
 MK1909'ON PAVED ROAD FOR 0.05 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND
 MK1909'GO NORTHEAST ON U.S. HIGHWAY 30 FOR 3.85 MILES TO A SIDE ROAD LEFT.
 MK1909'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A
 MK1909'CROSSROAD.  TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO
 MK1909'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON TRACK ROAD FOR
 MK1909'0.7 MILE TO THE STATION ON THE LEFT.
 MK1909'
 MK1909'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PRAIRIE,
 MK1909'DISTANCE BEING SHOWN BELOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1043 ***********************************************************************
 LH1043  DESIGNATION -  PRIEL
 LH1043  PID         -  LH1043
 LH1043  STATE/COUNTY-  NE/DAWSON
 LH1043  COUNTRY     -  US
 LH1043  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1043
 LH1043                         *CURRENT SURVEY CONTROL
 LH1043  ______________________________________________________________________
 LH1043* NAD 83(1995) POSITION- 40 51 07.61561(N) 099 37 55.62975(W)   ADJUSTED
 LH1043* NAVD 88 ORTHO HEIGHT -   794.    (meters)     2605.    (feet) SCALED
 LH1043  ______________________________________________________________________
 LH1043  GEOID HEIGHT    -        -23.747 (meters)                     GEOID18
 LH1043  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 LH1043  HORZ ORDER      -  SECOND
 LH1043
 LH1043.The horizontal coordinates were established by classical geodetic methods
 LH1043.and adjusted by the National Geodetic Survey in August 1997.
 LH1043
 LH1043.The orthometric height was scaled from a topographic map.
 LH1043
 LH1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1043.GEOID18 height accuracy estimate available here.
 LH1043
 LH1043.Click photographs - Photos may exist for this station.
 LH1043
 LH1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1043
 LH1043. The following values were computed from the NAD 83(1995) position.
 LH1043
 LH1043;                    North         East     Units Scale Factor Converg.
 LH1043;SPC NE       -   113,178.715   531,012.102   MT  0.99972321   +0 14 37.7
 LH1043;SPC NE       -   371,320.50  1,742,162.20   sFT  0.99972321   +0 14 37.7
 LH1043;UTM  14      - 4,522,532.940   446,718.989   MT  0.99963494   -0 24 48.5
 LH1043
 LH1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1043!SPC NE       -   0.99987915  x   0.99972321  =   0.99960239
 LH1043!UTM  14      -   0.99987915  x   0.99963494  =   0.99951413
 LH1043
 LH1043:                Primary Azimuth Mark                     Grid Az
 LH1043:SPC NE       -  PRIEL AZ MK                              194 11 02.2
 LH1043:UTM  14      -  PRIEL AZ MK                              194 50 28.4
 LH1043
 LH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4671822532(NAD 83)
 LH1043
 LH1043|---------------------------------------------------------------------|
 LH1043| PID    Reference Object                     Distance      Geod. Az  |
 LH1043|                                                           dddmmss.s |
 LH1043| CN9512 PRIEL RM 1                           24.705 METERS 08309     |
 LH1043| CN9513 PRIEL RM 2                           22.940 METERS 16324     |
 LH1043| LH1042 RADIO STATION KRVN WEST MAST        APPROX.11.3 KM 1724807.4 |
 LH1043| CN9511 PRIEL AZ MK                                        1942539.9 |
 LH1043| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX.13.7 KM 2384720.3 |
 LH1043|---------------------------------------------------------------------|
 LH1043
 LH1043                          SUPERSEDED SURVEY CONTROL
 LH1043
 LH1043  NAD 83(1986)-  40 51 07.62238(N)    099 37 55.63347(W) AD(       ) 2
 LH1043  NAD 27      -  40 51 07.59400(N)    099 37 54.24200(W) AD(       ) 2
 LH1043
 LH1043.Superseded values are not recommended for survey control.
 LH1043
 LH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1043.See file dsdata.pdf to determine how the superseded data were derived.
 LH1043
 LH1043_MARKER: DS = TRIANGULATION STATION DISK
 LH1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1043_STAMPING: PRIEL 1951
 LH1043_MARK LOGO: CGS
 LH1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1043+STABILITY: SURFACE MOTION
 LH1043
 LH1043  HISTORY     - Date     Condition        Report By
 LH1043  HISTORY     - 1951     MONUMENTED       CGS
 LH1043
 LH1043                          STATION DESCRIPTION
 LH1043
 LH1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1043'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF OVERTON
 LH1043'AND ABOUT 8.0 MILES NORTHEAST OF LEXINGTON IN THE NORTH
 LH1043'EDGE OF A PASTURE JUST SOUTH OF THE HIGHEST POINT OF A
 LH1043'NORTH-SOUTH RIDGE, 12 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LH1043'AND WITNESS POST.  IT IS STAMPED PRIEL 1951 AND PROJECTS 5
 LH1043'INCHES.
 LH1043'
 LH1043'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF PASTURE, 1
 LH1043'FOOT SOUTH OF AN EAST-WEST FENCE LINE AND IS ABOUT 6 FEET
 LH1043'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED PRIEL
 LH1043'NO 1 1951 AND PROJECTS 7 INCHES.
 LH1043'
 LH1043'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE, 86 FEET SOUTH
 LH1043'OF AN EAST-WEST FENCE LINE AND IS ABOUT 4 FEET LOWER IN
 LH1043'ELEVATION THAN THE STATION.  IT IS STAMPED PRIEL NO 2 1951
 LH1043'AND PROJECTS 4 INCHES.
 LH1043'
 LH1043'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.70
 LH1043'FEET.
 LH1043'
 LH1043'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 47 FEET EAST
 LH1043'OF THE CENTER OF A NORTH-SOUTH TRACK ROAD, 6 FEET NORTH
 LH1043'OF THE NORTH END OF A WIRE GATE, 2 FEET NORTH OF A WITNESS
 LH1043'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LH1043'STAMPED PRIEL 1951 AND PROJECTS 7 INCHES.
 LH1043'
 LH1043'TO REACH THE STATION FROM THE POST OFFICE IN OVERTON, GO
 LH1043'WEST ON U.S. HIGHWAY 30 FOR 5.1 MILES TO A CROSSROAD, TURN
 LH1043'RIGHT AND GO NORTH FOR 6.1 MILES TO AN IRRIGATION CANAL
 LH1043'AND FARMHOUSE ON RIGHT, CONTINUE NORTH ON TRACK ROAD FOR
 LH1043'0.05 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 LH1043'NORTH FOR 0.15 MILE TO A FENCE CORNER AND GATE ON RIGHT,
 LH1043'PASS THROUGH GATE AND GO EAST FOR 0.1 MILE, FROM THIS POINT
 LH1043'GO NORTH UP RIDGE FOR 0.6 MILE TO STATION AS DESCRIBED JUST
 LH1043'SOUTH OF HIGHEST POINT OF RIDGE.
 LH1043'
 LH1043'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0639 ***********************************************************************
 NP0639  DESIGNATION -  PRINCE
 NP0639  PID         -  NP0639
 NP0639  STATE/COUNTY-  NE/MORRILL
 NP0639  COUNTRY     -  US
 NP0639  USGS QUAD   -  JESSE LAKE (2017)
 NP0639
 NP0639                         *CURRENT SURVEY CONTROL
 NP0639  ______________________________________________________________________
 NP0639* NAD 83(1995) POSITION- 42 00 12.74570(N) 102 41 44.85696(W)   ADJUSTED
 NP0639* NAVD 88 ORTHO HEIGHT -  1242.    (meters)     4075.    (feet) SCALED
 NP0639  ______________________________________________________________________
 NP0639  GEOID HEIGHT    -        -18.957 (meters)                     GEOID18
 NP0639  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 NP0639  HORZ ORDER      -  SECOND
 NP0639
 NP0639.The horizontal coordinates were established by classical geodetic methods
 NP0639.and adjusted by the National Geodetic Survey in August 1997.
 NP0639
 NP0639.The orthometric height was scaled from a topographic map.
 NP0639
 NP0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0639.GEOID18 height accuracy estimate available here.
 NP0639
 NP0639.Click photographs - Photos may exist for this station.
 NP0639
 NP0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0639
 NP0639. The following values were computed from the NAD 83(1995) position.
 NP0639
 NP0639;                    North         East     Units Scale Factor Converg.
 NP0639;SPC NE       -   244,431.617   276,767.839   MT  0.99969626   -1 47 11.4
 NP0639;SPC NE       -   801,939.40    908,029.15   sFT  0.99969626   -1 47 11.4
 NP0639;UTM  13      - 4,652,737.739   690,823.779   MT  1.00004809   +1 32 32.6
 NP0639
 NP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0639!SPC NE       -   0.99980828  x   0.99969626  =   0.99950460
 NP0639!UTM  13      -   0.99980828  x   1.00004809  =   0.99985636
 NP0639
 NP0639:                Primary Azimuth Mark                     Grid Az
 NP0639:SPC NE       -  PRINCE AZ MK                             082 25 38.3
 NP0639:UTM  13      -  PRINCE AZ MK                             079 05 54.3
 NP0639
 NP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9082352737(NAD 83)
 NP0639
 NP0639|---------------------------------------------------------------------|
 NP0639| PID    Reference Object                     Distance      Geod. Az  |
 NP0639|                                                           dddmmss.s |
 NP0639| CQ4698 PRINCE AZ MK                                       0803826.9 |
 NP0639| CQ4699 PRINCE RM 1                           6.712 METERS 08400     |
 NP0639| CQ4700 PRINCE RM 2                           5.610 METERS 29042     |
 NP0639|---------------------------------------------------------------------|
 NP0639
 NP0639                          SUPERSEDED SURVEY CONTROL
 NP0639
 NP0639  NAD 83(1993)-  42 00 12.74497(N)    102 41 44.85734(W) AD(       ) 2
 NP0639  NAD 83(1986)-  42 00 12.74283(N)    102 41 44.85623(W) AD(       ) 2
 NP0639  NAD 27      -  42 00 12.84000(N)    102 41 43.14400(W) AD(       ) 2
 NP0639
 NP0639.Superseded values are not recommended for survey control.
 NP0639
 NP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0639.See file dsdata.pdf to determine how the superseded data were derived.
 NP0639
 NP0639_MARKER: DS = TRIANGULATION STATION DISK
 NP0639_SETTING: 0 = UNSPECIFIED SETTING
 NP0639
 NP0639  HISTORY     - Date     Condition        Report By
 NP0639  HISTORY     - 1946     MONUMENTED       CGS
 NP0639
 NP0639                          STATION DESCRIPTION
 NP0639
 NP0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0639'LOCATED ABOUT 12.5 MILES, AIRLINE, SOUTHWEST OF ALLIANCE AND
 NP0639'8 MILES, AIRLINE, SOUTHEAST OF ANTIOCH ON THE HIGHEST POINT
 NP0639'OF A PROMINENT SAND HILL, JUST SOUTH OF FLAT GRAZING LAND.
 NP0639'IT IS A STANDARD DISK, STAMPED PRINCE 1946, CEMENTED IN THE
 NP0639'TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 NP0639'
 NP0639'REFERENCE MARK NO. 1 IS ABOUT A FOOT LOWER THAN THE STATION.
 NP0639'IT IS A STANDARD DISK STAMPED PRINCE NO 1 1946, CEMENTED
 NP0639'IN THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 NP0639'
 NP0639'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0639'IT IS A STANDARD DISK, STAMPED PRINCE NO 2 1946, CEMENTED
 NP0639'IN THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
 NP0639'
 NP0639'AZIMUTH MARK IS 0.1 MILE EAST OF A WINDMILL AND STOCK TANK
 NP0639'AND 20 FEET SOUTH OF A TRACK ROAD.  IT IS A STANDARD DISK,
 NP0639'STAMPED PRINCE 1946, CEMENTED IN THE TOP OF A 4-INCH
 NP0639'IRON PIPE PROJECTING 4 INCHES.
 NP0639'
 NP0639'REACHED FROM THE TRAFFIC LIGHT AT THE MAIN STREET INTERSECTION
 NP0639'IN ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 10.8 MILES TO A
 NP0639'SIDE ROAD RIGHT AND CATTLE GUARD.  TURN RIGHT, SOUTH, PASSING
 NP0639'OVER CATTLE GUARD, AND GO 100 YARDS TO A FORK.  TAKE RIGHT
 NP0639'FORK AND GO 2.3 MILES TO A CATTLE GUARD AND A SMALL SCHOOL
 NP0639'HOUSE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO
 NP0639'A CATTLE GUARD AND CROSS ROAD, KEEP STRAIGHT AHEAD AND GO 0.4
 NP0639'MILE TO A CROSS ROAD, KEEP STRAIGHT AHEAD AND GO 0.45 MILE
 NP0639'TO A WIRE GATE.  PASS THROUGH GATE AND GO 1.1 MILES TO A DIM
 NP0639'TRACK ROAD RIGHT, JUST NORTH OF A DESERTED RED STUCCO RANCH
 NP0639'HOUSE.  TURN RIGHT, WEST, AND FOLLOW DIM TRACK ROAD FOR
 NP0639'0.35 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.55 MILE TO
 NP0639'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE FOR
 NP0639'0.1 MILE TO A WINDMILL ON THE LEFT.  GO TO THE RIGHT OF THE
 NP0639'WINDMILL AND GO SOUTH FOR 0.3 MILE TO THE FOOT OF THE SAND
 NP0639'HILLS.  TURN RIGHT, WEST, AND WORK WAY UP GRASSY SLOPE
 NP0639'FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NP0639'SOUTH TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 NP0639'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0777 ***********************************************************************
 NN0777  CBN         -  This is a Cooperative Base Network Control Station.
 NN0777  DESIGNATION -  PROSSER
 NN0777  PID         -  NN0777
 NN0777  STATE/COUNTY-  NE/KEYA PAHA
 NN0777  COUNTRY     -  US
 NN0777  USGS QUAD   -  SPRINGVIEW (2017)
 NN0777
 NN0777                         *CURRENT SURVEY CONTROL
 NN0777  ______________________________________________________________________
 NN0777* NAD 83(2011) POSITION- 42 47 43.81798(N) 099 42 05.29704(W)   ADJUSTED
 NN0777* NAD 83(2011) ELLIP HT-   720.699 (meters)        (06/27/12)   ADJUSTED
 NN0777* NAD 83(2011) EPOCH   -  2010.00
 NN0777* NAVD 88 ORTHO HEIGHT -   744.3   (meters)     2442.    (feet) GPS OBS
 NN0777  ______________________________________________________________________
 NN0777  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NN0777  GEOID HEIGHT    -        -23.204 (meters)                     GEOID93
 NN0777  GEOID HEIGHT    -        -23.591 (meters)                     GEOID18
 NN0777  NAD 83(2011) X  -   -789,987.742 (meters)                     COMP
 NN0777  NAD 83(2011) Y  - -4,620,904.116 (meters)                     COMP
 NN0777  NAD 83(2011) Z  -  4,311,349.248 (meters)                     COMP
 NN0777  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 NN0777
 NN0777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0777  Standards:
 NN0777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0777  -------------------------------------------------------------------
 NN0777  NETWORK    0.63   1.67           0.30   0.19   0.85     -0.00897943
 NN0777  -------------------------------------------------------------------
 NN0777  Click here for local accuracies and other accuracy information.
 NN0777
 NN0777.The horizontal coordinates were established by GPS observations
 NN0777.and adjusted by the National Geodetic Survey in June 2012.
 NN0777
 NN0777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0777.been affixed to the stable North American tectonic plate. See 
 NN0777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0777
 NN0777.The horizontal coordinates are valid at the epoch date displayed above
 NN0777.which is a decimal equivalence of Year/Month/Day.
 NN0777
 NN0777.The orthometric height was determined by GPS observations and a
 NN0777.high-resolution geoid model.
 NN0777
 NN0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0777.GEOID18 height accuracy estimate available here.
 NN0777
 NN0777.Click photographs - Photos may exist for this station.
 NN0777
 NN0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0777
 NN0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0777
 NN0777.The ellipsoidal height was determined by GPS observations
 NN0777.and is referenced to NAD 83.
 NN0777
 NN0777. The following values were computed from the NAD 83(2011) position.
 NN0777
 NN0777;                    North         East     Units Scale Factor Converg.
 NN0777;SPC NE       -   328,946.916   524,420.699   MT  0.99991264   +0 11 52.2
 NN0777;SPC NE       - 1,079,220.01  1,720,536.91   sFT  0.99991264   +0 11 52.2
 NN0777;UTM  14      - 4,738,344.959   442,634.865   MT  0.99964048   -0 28 35.7
 NN0777
 NN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0777!SPC NE       -   0.99988699  x   0.99991264  =   0.99979964
 NN0777!UTM  14      -   0.99988699  x   0.99964048  =   0.99952751
 NN0777
 NN0777:                Primary Azimuth Mark                     Grid Az
 NN0777:SPC NE       -  PROSSER AZ MK                            091 28 22.2
 NN0777:UTM  14      -  PROSSER AZ MK                            092 08 50.1
 NN0777
 NN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4263438344(NAD 83)
 NN0777
 NN0777|---------------------------------------------------------------------|
 NN0777| PID    Reference Object                     Distance      Geod. Az  |
 NN0777|                                                           dddmmss.s |
 NN0777| CO3531 PROSSER AZ MK                                      0914014.4 |
 NN0777| CO3532 PROSSER RM 1                         30.154 METERS 12958     |
 NN0777| CO3533 PROSSER RM 2                         24.076 METERS 21601     |
 NN0777|---------------------------------------------------------------------|
 NN0777
 NN0777                          SUPERSEDED SURVEY CONTROL
 NN0777
 NN0777  NAD 83(2007)-  42 47 43.81796(N)    099 42 05.29778(W) AD(2002.00) 0
 NN0777  ELLIP H (02/10/07)  720.728  (m)                       GP(2002.00)    
 NN0777  ELLIP H (09/24/01)  720.704  (m)                       GP(       ) 4 1
 NN0777  NAD 83(1995)-  42 47 43.81757(N)    099 42 05.29776(W) AD(       ) B
 NN0777  ELLIP H (06/25/96)  720.757  (m)                       GP(       ) 1 1
 NN0777  NAD 83(1986)-  42 47 43.82220(N)    099 42 05.31801(W) AD(       ) 3
 NN0777  NAD 27      -  42 47 43.80600(N)    099 42 03.88400(W) AD(       ) 3
 NN0777  NGVD 29             744.04   (m)         2441.1    (f) LEVELING    3  
 NN0777
 NN0777.Superseded values are not recommended for survey control.
 NN0777
 NN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0777.See file dsdata.pdf to determine how the superseded data were derived.
 NN0777
 NN0777_MARKER: DS = TRIANGULATION STATION DISK
 NN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0777_STAMPING: PROSSER 1949
 NN0777_MARK LOGO: CGS
 NN0777_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0777_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0777+STABILITY: SURFACE MOTION
 NN0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0777+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2020
 NN0777
 NN0777  HISTORY     - Date     Condition        Report By
 NN0777  HISTORY     - 1949     MONUMENTED       CGS
 NN0777  HISTORY     - 19950614 GOOD             NGS
 NN0777  HISTORY     - 20030128 GOOD             NEDR
 NN0777  HISTORY     - 20200304 GOOD             NEGS
 NN0777
 NN0777                          STATION DESCRIPTION
 NN0777
 NN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0777'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH AND 2-1/4 MILES
 NN0777'EAST OF SPRINGVIEW ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 NN0777'183 AND NEAR THE SOUTHWEST CORNER OF A SMALL CEMETERY.  IT
 NN0777'IS 32 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 183, 8.6 FEET
 NN0777'WEST OF A TRIANGULAR BLAZED FENCE POST IN THE SOUTHWEST CORNER
 NN0777'OF THE CEMETERY AND 4-1/2 FEET WEST OF WITNESS POST.  IT
 NN0777'IS STAMPED PROSSER 1949 AND PROJECTS 4 INCHES.
 NN0777'
 NN0777'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET UNDER
 NN0777'THE EAST-WEST FENCE LINE, 32 FEET SOUTH OF THE CENTER OF
 NN0777'U.S. HIGHWAY 183.  IT IS STAMPED PROSSER NO 1 1949 AND PROJECTS
 NN0777'2 INCHES.
 NN0777'
 NN0777'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET UNDER
 NN0777'THE EAST-WEST FENCE LINE, 32 FEET SOUTH OF THE CENTER OF U.S.
 NN0777'HIGHWAY 183.  IT IS STAMPED PROSSER NO 2 1949 AND PROJECTS
 NN0777'4 INCHES.
 NN0777'
 NN0777'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 32
 NN0777'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 183, 1 FOOT NORTH
 NN0777'OF EAST-WEST FENCE LINE AND 2 FEET WEST OF WITNESS POST.
 NN0777'IT IS STAMPED PROSSER 1949 AND PROJECTS 3 INCHES.  TO REACH
 NN0777'FROM THE STATION, GO EAST ON U.S. HIGHWAY 183 FOR 0.4 MILE
 NN0777'THE THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 NN0777'
 NN0777'TO REACH THE STATION FROM THE MAIN INTERSECTION OF STATE
 NN0777'ROUTE NO 72 AND U.S. HIGHWAY 183 IN THE CENTER OF SPRINGVIEW,
 NN0777'GO SOUTH ON U.S. HIGHWAY 183 FOR 2.0 MILES, TURN LEFT AND
 NN0777'CONTINUE EAST ON HIGHWAY FOR 2.4 MILES TO CEMETERY ON THE
 NN0777'NORTH SIDE AND STATION NEAR THE SOUTHWEST CORNER AS DESCRIBED.
 NN0777'
 NN0777'A 74 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 37 FEET
 NN0777'
 NN0777'AN 87 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 37 FEET
 NN0777'
 NN0777'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0777
 NN0777                          STATION RECOVERY (1995)
 NN0777
 NN0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0777'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF SPRINGVIEW, 2.4
 NN0777'MI (3.9 KM) EAST OF THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY
 NN0777'7, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 7, AT THE SOUTHEAST CORNER OF
 NN0777'THE ROGERS CEMETERY AND IN THE SW1/4, SEC29, T33N, R20W. TO REACH THE
 NN0777'MARK FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 7, 2 MI
 NN0777'(3.2 KM) SOUTH OF SPRINGVIEW, GO EAST ON HIGHWAY 7 FOR 2.4 MI (3.9 KM)
 NN0777'TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NN0777'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 51.0 FT (15.5
 NN0777'M) SOUTH-SOUTHWEST OF A T-FENCE CORNER, AT AN OFFSET IN THE HIGHWAY
 NN0777'RIGHT-OF-WAY, 34.5 FT (10.5 M) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NN0777'7.6 FT (2.3 M) WEST OF THE SOUTHWEST CORNER OF THE CEMETERY FENCE, 5.0
 NN0777'FT (1.5 M) EAST OF A CARSONITE WITNESS POST, 4.8 FT (1.5 M) WEST OF A
 NN0777'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  REBAR WAS
 NN0777'DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NN0777
 NN0777                          STATION RECOVERY (2003)
 NN0777
 NN0777'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 NN0777'MARK WAS FOUND IN GOOD CONDITION. NOTE--AT THE SOUTHWEST CORNER OF THE
 NN0777'ROGERS CEMETERY AND IN THE SW1/4,SEC29,T33N,R20W.
 NN0777
 NN0777                          STATION RECOVERY (2020)
 NN0777
 NN0777'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NN0777'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 7 AND US HIGHWAY 183 TWO
 NN0777'MILES SOUTH OF SPRINGVIEW, GO EAST ON HIGHWAY 7 APPROXIMATELY 2.40 MI
 NN0777'(3.86 KM) TO THE MARK ON THE LEFT (NORTH SIDE OF HWY).
 NN0777'
 NN0777'IT IS 51.0 FT (15.5 M) SOUTH-SOUTHWEST OF A T-FENCE CORNER, 7.6 FT
 NN0777'(2.3 M) WEST OF THE SOUTHWEST CORNER OF THE CEMETERY FENCE, 5.0 FT
 NN0777'(1.5 M) EAST OF A CARSONITE WITNESS POST NEAR THE SOUTHWEST CORNER OF
 NN0777'ROGERS CEMETERY.  THE MARK IS NEAR MILE POST 84+26 FOR HIGHWAY 7.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1252 ***********************************************************************
 LH1252  DESIGNATION -  PROSSER
 LH1252  PID         -  LH1252
 LH1252  STATE/COUNTY-  NE/HALL
 LH1252  COUNTRY     -  US
 LH1252  USGS QUAD   -  PROSSER (2017)
 LH1252
 LH1252                         *CURRENT SURVEY CONTROL
 LH1252  ______________________________________________________________________
 LH1252* NAD 83(1995) POSITION- 40 42 07.82307(N) 098 35 21.42181(W)   ADJUSTED
 LH1252* NAVD 88 ORTHO HEIGHT -   638.6   (meters)     2095.    (feet) VERTCON
 LH1252  ______________________________________________________________________
 LH1252  GEOID HEIGHT    -        -24.949 (meters)                     GEOID18
 LH1252  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 LH1252  HORZ ORDER      -  FIRST
 LH1252
 LH1252.The horizontal coordinates were established by classical geodetic methods
 LH1252.and adjusted by the National Geodetic Survey in August 1997.
 LH1252
 LH1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1252
 LH1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1252.GEOID18 height accuracy estimate available here.
 LH1252
 LH1252.Click photographs - Photos may exist for this station.
 LH1252
 LH1252.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1252
 LH1252. The following values were computed from the NAD 83(1995) position.
 LH1252
 LH1252;                    North         East     Units Scale Factor Converg.
 LH1252;SPC NE       -    97,438.447   619,189.160   MT  0.99975617   +0 56 05.6
 LH1252;SPC NE       -   319,679.30  2,031,456.44   sFT  0.99975617   +0 56 05.6
 LH1252;UTM  14      - 4,505,777.404   534,696.918   MT  0.99961482   +0 16 04.2
 LH1252
 LH1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1252!SPC NE       -   0.99990376  x   0.99975617  =   0.99965995
 LH1252!UTM  14      -   0.99990376  x   0.99961482  =   0.99951861
 LH1252
 LH1252:                Primary Azimuth Mark                     Grid Az
 LH1252:SPC NE       -  PROSSER AZ MK                            133 14 36.0
 LH1252:UTM  14      -  PROSSER AZ MK                            133 54 37.4
 LH1252
 LH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3469605777(NAD 83)
 LH1252
 LH1252|---------------------------------------------------------------------|
 LH1252| PID    Reference Object                     Distance      Geod. Az  |
 LH1252|                                                           dddmmss.s |
 LH1252| CN9514 PROSSER AZ MK                                      1341041.6 |
 LH1252| CN9516 PROSSER RM 2                         23.304 METERS 22332     |
 LH1252| CN9515 PROSSER RM 1                         18.772 METERS 34929     |
 LH1252| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.13.1 KM 3544723.7 |
 LH1252|---------------------------------------------------------------------|
 LH1252
 LH1252                          SUPERSEDED SURVEY CONTROL
 LH1252
 LH1252  NAD 83(1986)-  40 42 07.83086(N)    098 35 21.42202(W) AD(       ) 1
 LH1252  NAD 27      -  40 42 07.77800(N)    098 35 20.17800(W) AD(       ) 1
 LH1252  USSD        -  40 42 07.83800(N)    098 35 20.18900(W) AD(       ) 3
 LH1252  NGVD 29 (07/19/86)  638.3    (m)         2094.     (f) VERT ANG       
 LH1252
 LH1252.Superseded values are not recommended for survey control.
 LH1252
 LH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1252.See file dsdata.pdf to determine how the superseded data were derived.
 LH1252
 LH1252_MARKER: V = STONE MONUMENT
 LH1252_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1252+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2006
 LH1252
 LH1252  HISTORY     - Date     Condition        Report By
 LH1252  HISTORY     - 1898     MONUMENTED       CGS
 LH1252  HISTORY     - 1934     POOR             NEGS
 LH1252  HISTORY     - 1950     GOOD             CGS
 LH1252  HISTORY     - 1959     GOOD             CGS
 LH1252  HISTORY     - 20061118 GOOD             INDIV
 LH1252
 LH1252                          STATION DESCRIPTION
 LH1252
 LH1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1252'THIS STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL, LOCALLY
 LH1252'KNOWN AS BEAN HILL, IN SEC. 31, T. 9 N., R. 11 W., ABOUT 1 MILE
 LH1252'NORTHWEST OF THE TOWN OF PROSSER, ADAMS COUNTY, NEBR., ON LAND
 LH1252'USED AS A CATTLE RANGE.  IT IS UNDER THE CHARGE OF MR. A.W.
 LH1252'BRADLEY, OF JUNIATA.  SURFACE MARK IS A MARBLE POST 8 INCHES
 LH1252'SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS TOP FLUSH WITH
 LH1252'THE GROUND, AND HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND
 LH1252'THE LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS AN
 LH1252'EARTHENWARE CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE,
 LH1252'WITH BOTTOM TURNED UPWARD AND A SMALL DRILL HOLE IN THE
 LH1252'BOTTOM.  A STONE JUG, WITH A TACK IN THE CENTER OF THE CORK,
 LH1252'WAS PLACED 0.9 FOOT BELOW THE FIRST UNDERGROUND MARK.
 LH1252'RECOVERED 1899, F.D.  GRANGER.
 LH1252
 LH1252                          STATION RECOVERY (1934)
 LH1252
 LH1252'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1252'IN SE. 1/4 SEC. 31, T. 9 N., R. 11 W.  ORIGINAL DESCRIPTION SHOULD
 LH1252'BE REVISED AS FOLLOWS- MARBLE POST HAS BEEN BLOWN OUT AND WAS
 LH1252'FOUND LYING ON THE GROUND.  IN THE CENTER OF THE BLOWOUT, THREE
 LH1252'4 BY 4-INCH POSTS, SET IN A TRIANGLE, WERE UNCOVERED, IN THE
 LH1252'CENTER OF TRIANGLE, 12 INCHES BELOW THE SURFACE, A BROWN STONE
 LH1252'CROCK WAS FOUND.  THE CROCK IS STILL SOLID, BUT AS THE SAND HAS
 LH1252'STARTED TO BLOW IT NOW HAS ONLY ABOUT 12 INCHES OF SAND LEFT AS
 LH1252'COVER.  THE BROWN STONE JUG WAS UNCOVERED TWO FEET BELOW THE
 LH1252'CROCK, THUS CHECKING THE ORIGINAL LOCATION OF THE CROCK.  A
 LH1252'TRENCH WAS DUG AROUND JUG, AND IT WAS CONCRETED IN, THE
 LH1252'CROCK REPLACED OVER IT ALSO WAS CONCRETED, AND 8 INCHES OF
 LH1252'DIRT WERE PLACED OVER CROCK.  THE MARBLE MARKER WAS RESET
 LH1252'WITH CONCRETE AROUND ITS BASE.  THE DIRT WAS TAMPED TO
 LH1252'SURFACE OF GROUND AND A 3-INCH LAYER OF CONCRETE PLACED
 LH1252'AROUND TOP OF MARBLE POST, LEAVING THE TOP 4 INCHES ABOVE
 LH1252'SURFACE.
 LH1252
 LH1252                          STATION RECOVERY (1950)
 LH1252
 LH1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1252'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1252'
 LH1252'A NEW DESCRIPTION FOLLOWS.
 LH1252'
 LH1252'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE VILLAGE
 LH1252'OF PROSSER, 1/4 MILE NORTHEAST OF MR. BROCKERMANS BARN ON A
 LH1252'PROMINENT KNOLL IN PASTURE LAND.  THE MARK IS IN A SMALL
 LH1252'DEPRESSION ON THE HIGHEST PART OF THE KNOLL AND IS STILL MARKED
 LH1252'BY THE MARBLE POST DESCRIBED IN THE ORIGINAL DESCRIPTION.
 LH1252'
 LH1252'THREE NEW MARKS WERE SET, AZIMUTH, REFERENCE MARK NO. 1 AND
 LH1252'NO. 2.
 LH1252'
 LH1252'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF KNOLL.  THE MARK
 LH1252'PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSSER NO 1 1950.
 LH1252'
 LH1252'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF KNOLL.  THE
 LH1252'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSSER NO 2 1950.
 LH1252'
 LH1252'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 LH1252'ROAD, 6 FEET WEST-NORTHWEST OF A POWERLINE POLE, 2 FEET EAST OF A
 LH1252'WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 LH1252'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSSER 1950.
 LH1252'
 LH1252'TO REACH FROM THE POST OFFICE IN PROSSER, GO EAST ON THE MAIN
 LH1252'STREET 0.25 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) 0.8 MILE
 LH1252'TO A T-INTERSECTION, TURN LEFT (WEST) 0.6 MILE TO THE AZIMUTH MARK
 LH1252'ON THE LEFT, CONTINUE WEST 0.4 MILE TO MR. BROCKERMANS HOME ON
 LH1252'THE RIGHT.  FROM MR. BROCKERMANS BARN GO NORTHEAST 0.2 MILE TO
 LH1252'HIGHEST PART OF KNOLL AND THE STATION.
 LH1252'
 LH1252'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LH1252
 LH1252                          STATION RECOVERY (1959)
 LH1252
 LH1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1252'STATION WAS RECOVERED AS DESCRIBED IN 1950 AND ALL MARKS ARE
 LH1252'IN GOOD CONDITION.
 LH1252'
 LH1252'1959 OBSERVATIONS TAKEN FROM 4 FT. STAND
 LH1252
 LH1252                          STATION RECOVERY (2006)
 LH1252
 LH1252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 LH1252'MARK WAS FOUND APPROXIMATELY 0.5 FEET DEEP IN A CULTIVATED FIELD.  THE
 LH1252'PROMINENT HILL IN WHICH THIS MARK SITS ATOP IS KNOWN ON CERTAIN MAPS
 LH1252'AS TOPEKA PEAK OR LOCALLY AS TOPEE HILL.  THE LANDOWNER, BERNARD
 LH1252'BOCKERMAN AGE 82, LIVES ON AN OLDER FARMSTEAD SOUTHWEST OF THE HILL
 LH1252'WHERE HIS GRANDFATHER HOMSTEADED. HE CAN BE REACHED AT 402-744-4061.
 LH1252'
 LH1252'BOCKERMAN STATED THAT UNTIL RECENTLY THIS HILL WAS STILL PASTURE, BUT
 LH1252'IS NOW UNDER CULTIVATION.  IN 1972 A TALL TV TOWER, CHANNEL 13, WAS
 LH1252'ERECTED ON TOP OF THE HILL JUST SOUTH AND WEST OF THE MARK.  ACCORDING
 LH1252'TO BOCKERMAN THIS TOWER WAS TAKEN DOWN ON MAY 1, 2004.  THE CONCRETE
 LH1252'PADS FOR THE TOWER ARE STILL ON TOP OF THE HILL.
 LH1252'
 LH1252'THE MARK IS A WHITE MARBLE POST 8 INCHES SQUARE SET IN CONCRETE WHICH
 LH1252'IS 8 INCHES BELOW THE SURFACE OF THE MARK.  THE TOP SURFACE OF THE
 LH1252'MARK HAS V-SHAPED GROOVES AT RIGHT ANGLES DIVIDING THE TOP INTO FOUR
 LH1252'QUADRANTS WITH THE LETTERS U S C S.  VARIOUS SMALL INITIALS OF UNKNOWN
 LH1252'PARTIES HAVE BEEN CARVED INTO THE TOP SURFACE.
 LH1252'
 LH1252'A PIECE OF FLAT IRON MEASURING 2 INCHES WIDE BY 30 INCHES LONG BY 1/4
 LH1252'INCH THICK WAS DRIVEN VERTICALLY 1.2 FEET NORTH OF THE CENTER OF THE
 LH1252'MARK.  A CARSONITE WARNING SIGN WAS PLACED 2.0 FEET NORTH OF THE
 LH1252'CENTER OF THE MARK FACING SOUTH.  THE NORTHEAST CORNER OF A 4 FOOT
 LH1252'SQUARE CONCRETE PAD IS 8.0 FEET SOUTHWEST FROM THE MARK.  THE
 LH1252'NORTHEAST CORNER OF A 8 FOOT BY 12 FOOT CONCRETE PAD IS 14.7 FEET
 LH1252'SOUTHWEST FROM THE MARK.
 LH1252'
 LH1252'BY PLACING AN ASSUMED REFERENCE ANGLE OF 00-00-00 ON A HIGH TV TOWER
 LH1252'TO THE NORTHEAST, REFERENCE MARK NO. 2 WAS FOUND AT AT ANGLE OF
 LH1252'195-33-40 AT A DISTANCE OF 76.46 FEET.  IT WAS IN SOLID POSITION, BUT
 LH1252'THE TOP HAS BEEN DAMAGED BY FARM MACHINERY.
 LH1252'
 LH1252'REFERENCE MARK NO. 1 WAS NOT FOUND.  IN THE AREA WHERE IT SHOULD HAVE
 LH1252'BEEN WERE LARGE PIECES OF BROKEN CONCRETE, BUT NO TRACES OF THE BRASS
 LH1252'DISK.  ANGLES TO OTHER PROMINENT FEATURES ARE 59-16-50 TO IRRIGATION
 LH1252'SYSTEM, 203-29-50 TO NORTHEAST CORNER 8X12 CONCRETE PAD, 246-38-10 TO
 LH1252'IRRIGATION SYSTEM, 276-03-20 TO WHITE WATER TOWER WITH ROUND TOP.
 LH1252'
 LH1252'THE AZIMUTH MARK WAS NOT FOUND AFTER A BRIEF SEARCH.  NO ANGLES WERE
 LH1252'TURNED TO THIS MARK, SO IT COULD STILL EXIST.
 LH1252'
 LH1252'TO REACH THE MARK FROM THE NORTHEAST CORNER OF THE TOWN OF PROSSER,
 LH1252'MORE PARTICULARLY THE INTERSECTION OF VIRGINIA AVE. AND STATE HWY 40D
 LH1252'SPUR, GO NORTH OF SPUR HWY 0.8 MILE TO JUNCTION WITH BURROWS ROAD
 LH1252'GOING EAST-WEST.  TURN LEFT ON BURROWS ROAD AND GO WEST 0.8 MILE TO
 LH1252'FIELD DRIVE ON RIGHT AND LOCATION OF A STEEL GRAIN BIN.  GO NORTH
 LH1252'ALONG EDGE OF FIELD THEN NORTHWEST TO TOP OF HILL FOR 0.3 MILE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0596 ***********************************************************************
 LF0596  DESIGNATION -  PTS 23
 LF0596  PID         -  LF0596
 LF0596  STATE/COUNTY-  NE/RICHARDSON
 LF0596  COUNTRY     -  US
 LF0596  USGS QUAD   -  FALLS CITY (2017)
 LF0596
 LF0596                         *CURRENT SURVEY CONTROL
 LF0596  ______________________________________________________________________
 LF0596* NAD 83(2011) POSITION- 40 02 13.07643(N) 095 30 56.64779(W)   ADJUSTED
 LF0596* NAD 83(2011) ELLIP HT-   237.651 (meters)        (08/06/19)   ADJUSTED
 LF0596* NAD 83(2011) EPOCH   -  2010.00
 LF0596* NAVD 88 ORTHO HEIGHT -   268.269 (meters)      880.15  (feet) ADJUSTED
 LF0596  ______________________________________________________________________
 LF0596  GEOID HEIGHT    -        -30.617 (meters)                     GEOID18
 LF0596  NAD 83(2011) X  -   -470,046.552 (meters)                     COMP
 LF0596  NAD 83(2011) Y  - -4,867,607.577 (meters)                     COMP
 LF0596  NAD 83(2011) Z  -  4,081,281.814 (meters)                     COMP
 LF0596  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 LF0596  DYNAMIC HEIGHT  -        268.119 (meters)      879.65  (feet) COMP
 LF0596  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 LF0596
 LF0596  VERT ORDER      -  SECOND    CLASS 0
 LF0596
 LF0596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF0596  Standards:
 LF0596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF0596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF0596  -------------------------------------------------------------------
 LF0596  NETWORK    0.72   1.41           0.33   0.24   0.72      0.05595207
 LF0596  -------------------------------------------------------------------
 LF0596  Click here for local accuracies and other accuracy information.
 LF0596
 LF0596.The horizontal coordinates were established by GPS observations
 LF0596.and adjusted by the JORGENSEN SURVEYING in August 2019.
 LF0596
 LF0596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF0596.been affixed to the stable North American tectonic plate. See 
 LF0596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF0596
 LF0596.The horizontal coordinates are valid at the epoch date displayed above
 LF0596.which is a decimal equivalence of Year/Month/Day.
 LF0596
 LF0596.The orthometric height was determined by differential leveling and
 LF0596.adjusted by the NATIONAL GEODETIC SURVEY
 LF0596.in June 1991.
 LF0596
 LF0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0596.GEOID18 height accuracy estimate available here.
 LF0596
 LF0596.Click photographs - Photos may exist for this station.
 LF0596
 LF0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0596
 LF0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0596
 LF0596.The ellipsoidal height was determined by GPS observations
 LF0596.and is referenced to NAD 83.
 LF0596
 LF0596.The dynamic height is computed by dividing the NAVD 88
 LF0596.geopotential number by the normal gravity value computed on the
 LF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0596.degrees latitude (g = 980.6199 gals.).
 LF0596
 LF0596.The modeled gravity was interpolated from observed gravity values.
 LF0596
 LF0596. The following values were computed from the NAD 83(2011) position.
 LF0596
 LF0596;                    North         East     Units Scale Factor Converg.
 LF0596;SPC NE       -    32,533.438   882,544.193   MT  0.99998350   +2 58 18.1
 LF0596;SPC NE       -   106,736.79  2,895,480.41   sFT  0.99998350   +2 58 18.1
 LF0596;UTM  15      - 4,434,892.374   285,361.384   MT  1.00016718   -1 37 08.2
 LF0596
 LF0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0596!SPC NE       -   0.99996272  x   0.99998350  =   0.99994622
 LF0596!UTM  15      -   0.99996272  x   1.00016718  =   1.00012989
 LF0596
 LF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8536134892(NAD 83)
 LF0596
 LF0596                          SUPERSEDED SURVEY CONTROL
 LF0596
 LF0596  NGVD 29 (??/??/92)  268.198  (m)          879.91   (f) ADJ UNCH    2 0
 LF0596
 LF0596.Superseded values are not recommended for survey control.
 LF0596
 LF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0596.See file dsdata.pdf to determine how the superseded data were derived.
 LF0596
 LF0596_MARKER: P = PIPE CAP
 LF0596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0596_STAMPING: PRIM TRAV STA NO 23 881 NEBR 1913
 LF0596_MARK LOGO: USGS
 LF0596_PROJECTION: RECESSED 12 CENTIMETERS
 LF0596_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0596+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 LF0596
 LF0596  HISTORY     - Date     Condition        Report By
 LF0596  HISTORY     - 1913     MONUMENTED       USGS
 LF0596  HISTORY     - 1947     GOOD             CGS
 LF0596  HISTORY     - 20090318 GOOD             INDIV
 LF0596
 LF0596                          STATION DESCRIPTION
 LF0596
 LF0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0596'0.2 MI E FROM PRESTON.
 LF0596'0.25 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0596'FROM THE STATION AT PRESTON, AT A ROAD CROSSING, 194.0 FEET
 LF0596'NORTHWEST OF AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF
 LF0596'THE STONE FOUNDATION FOR A GRAIN ELEVATOR, 73.5 FEET NORTHWEST
 LF0596'OF U.S. COAST AND GEODETIC SURVEY BENCH MARK F 178, 57.5 FEET
 LF0596'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STONE FOUNDATION OF A
 LF0596'FARM HOUSE, 55.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 LF0596'33.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 4.8 FEET
 LF0596'WEST OF A CONCRETE FENCE CORNER POST, 1.8 FOOT EAST OF A
 LF0596'REFERENCE POST, 0.9 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE,
 LF0596'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A
 LF0596'3 1/2-INCH IRON PIPE WHICH IS REINFORCED WITH CONCRETE, ABOUT THE
 LF0596'SAME ELEVATION AS THE TRACK AND ABOUT 0.4 FOOT BELOW THE SURFACE
 LF0596'OF THE GROUND.
 LF0596
 LF0596                          STATION RECOVERY (2009)
 LF0596
 LF0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BAJ)
 LF0596'THE TRAIN STATION AT PRESTON HAS BEEN REMOVED.  REMAINDER OF STATION
 LF0596'RECOVERY ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0492 ***********************************************************************
 MK0492  DESIGNATION -  PTS 28
 MK0492  PID         -  MK0492
 MK0492  STATE/COUNTY-  NE/WASHINGTON
 MK0492  COUNTRY     -  US
 MK0492  USGS QUAD   -  ARLINGTON (2017)
 MK0492
 MK0492                         *CURRENT SURVEY CONTROL
 MK0492  ______________________________________________________________________
 MK0492* NAD 83(1986) POSITION- 41 26 13.     (N) 096 18 34.     (W)   SCALED
 MK0492* NAVD 88 ORTHO HEIGHT -   393.899 (meters)     1292.32  (feet) ADJUSTED
 MK0492  ______________________________________________________________________
 MK0492  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 MK0492  DYNAMIC HEIGHT  -        393.714 (meters)     1291.71  (feet) COMP
 MK0492  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 MK0492
 MK0492  VERT ORDER      -  SECOND    CLASS 0
 MK0492
 MK0492.The horizontal coordinates were scaled from a map and have
 MK0492.an estimated accuracy of +/- 6 seconds.
 MK0492
 MK0492.The orthometric height was determined by differential leveling and
 MK0492.adjusted by the NATIONAL GEODETIC SURVEY
 MK0492.in June 1991.
 MK0492
 MK0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0492.GEOID18 height accuracy estimate available here.
 MK0492
 MK0492.Click photographs - Photos may exist for this station.
 MK0492
 MK0492.The dynamic height is computed by dividing the NAVD 88
 MK0492.geopotential number by the normal gravity value computed on the
 MK0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0492.degrees latitude (g = 980.6199 gals.).
 MK0492
 MK0492.The modeled gravity was interpolated from observed gravity values.
 MK0492
 MK0492;                    North         East    Units  Estimated Accuracy
 MK0492;SPC NE       -   184,620.      808,250.      MT  (+/- 180 meters Scaled)
 MK0492
 MK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL247907(NAD 83)
 MK0492
 MK0492                          SUPERSEDED SURVEY CONTROL
 MK0492
 MK0492  NGVD 29 (??/??/92)  393.748  (m)         1291.82   (f) ADJ UNCH    2 0
 MK0492
 MK0492.Superseded values are not recommended for survey control.
 MK0492
 MK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0492.See file dsdata.pdf to determine how the superseded data were derived.
 MK0492
 MK0492_MARKER: P = PIPE CAP
 MK0492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0492_STAMPING: PRIM TRAV NO 28 1292 1917
 MK0492_MARK LOGO: USGS
 MK0492_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0492
 MK0492  HISTORY     - Date     Condition        Report By
 MK0492  HISTORY     - 1917     MONUMENTED       USGS
 MK0492  HISTORY     - 1947     GOOD             CGS
 MK0492
 MK0492                          STATION DESCRIPTION
 MK0492
 MK0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0492'3.2 MI SE FROM ARLINGTON.
 MK0492'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0492'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.0 MILE
 MK0492'SOUTH ALONG A GRAVEL ROAD, IN THE NORTHEAST ANGLE OF A CROSS
 MK0492'ROAD, 29.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 MK0492'26.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 2.0 FEET
 MK0492'SOUTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE
 MK0492'CAP RIVETED ON TOP OF A 3-INCH IRON PIPE, ABOUT 2 FEET BELOW THE
 MK0492'ROAD AND PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0552 ***********************************************************************
 LF0552  DESIGNATION -  PTS 4
 LF0552  PID         -  LF0552
 LF0552  STATE/COUNTY-  NE/RICHARDSON
 LF0552  COUNTRY     -  US
 LF0552  USGS QUAD   -  HUMBOLDT (2017)
 LF0552
 LF0552                         *CURRENT SURVEY CONTROL
 LF0552  ______________________________________________________________________
 LF0552* NAD 83(1986) POSITION- 40 09 27.     (N) 095 56 53.     (W)   SCALED
 LF0552* NAVD 88 ORTHO HEIGHT -   301.689 (meters)      989.79  (feet) ADJUSTED
 LF0552  ______________________________________________________________________
 LF0552  GEOID HEIGHT    -        -29.472 (meters)                     GEOID18
 LF0552  DYNAMIC HEIGHT  -        301.522 (meters)      989.24  (feet) COMP
 LF0552  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LF0552
 LF0552  VERT ORDER      -  SECOND    CLASS 0
 LF0552
 LF0552.The horizontal coordinates were scaled from a map and have
 LF0552.an estimated accuracy of +/- 6 seconds.
 LF0552
 LF0552.The orthometric height was determined by differential leveling and
 LF0552.adjusted by the NATIONAL GEODETIC SURVEY
 LF0552.in June 1991.
 LF0552
 LF0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0552.GEOID18 height accuracy estimate available here.
 LF0552
 LF0552.Click photographs - Photos may exist for this station.
 LF0552
 LF0552.The dynamic height is computed by dividing the NAVD 88
 LF0552.geopotential number by the normal gravity value computed on the
 LF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0552.degrees latitude (g = 980.6199 gals.).
 LF0552
 LF0552.The modeled gravity was interpolated from observed gravity values.
 LF0552
 LF0552;                    North         East    Units  Estimated Accuracy
 LF0552;SPC NE       -    44,080.      845,070.      MT  (+/- 180 meters Scaled)
 LF0552
 LF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE489494(NAD 83)
 LF0552
 LF0552                          SUPERSEDED SURVEY CONTROL
 LF0552
 LF0552  NGVD 29 (??/??/92)  301.603  (m)          989.51   (f) ADJ UNCH    2 0
 LF0552
 LF0552.Superseded values are not recommended for survey control.
 LF0552
 LF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0552.See file dsdata.pdf to determine how the superseded data were derived.
 LF0552
 LF0552_MARKER: DD = SURVEY DISK
 LF0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0552_SP_SET: BRIDGE ABUTMENT
 LF0552_STAMPING: PRIM TRAV STA NO 4 NEBR 1915 990
 LF0552_MARK LOGO: USGS
 LF0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0552+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1996
 LF0552
 LF0552  HISTORY     - Date     Condition        Report By
 LF0552  HISTORY     - 1915     MONUMENTED       USGS
 LF0552  HISTORY     - 19960627 GOOD             NEDR
 LF0552
 LF0552                          STATION DESCRIPTION
 LF0552
 LF0552'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 LF0552'AT HUMBOLDT.
 LF0552'AT HUMBOLDT, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0552'750 FEET NORTH OF THE STATION, AT THE EAST END OF BRIDGE 40.36,
 LF0552'IN THE TOP OF THE CENTER PIER, 7 FEET SOUTH OF THE CENTERLINE
 LF0552'OF THE TRACK, AND ABOUT 8 INCHES HIGHER THAN THE TRACK.  A
 LF0552'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM
 LF0552'TRAV STA NO 4 NEBR 1915 990.
 LF0552
 LF0552                          STATION RECOVERY (1996)
 LF0552
 LF0552'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 LF0552'RECOVERED IN GOOD CONDITION, IN THE WEST EDGE OF HUMBOLDT, ABOUT 750
 LF0552'FT (228.6 M) WEST ALONG THE BURLINGTON RAILROAD TRACKS FROM THE
 LF0552'CROSSING OF STATE HIGHWAY 105, WHICH IS ALSO NEMAHA STREET, CEMENTED
 LF0552'INTO A DRILLED HOLE IN THE TOP OF THE CENTER OF THE EAST END OF
 LF0552'RAILROAD BRIDGE NUMBER 40 36, ON RAILROAD PROPERTY, AND IN THE NW1/4,
 LF0552'SEC10, T12N, R13E.  IT IS 7 FT (2.1 M) SOUTH OF THE CENTERLINE OF THE
 LF0552'TRACK AND IS ABOUT 1 FT (0.3 M) LOWER THAN THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ8433 ***********************************************************************
 AJ8433  DESIGNATION -  PTS 4 RESET
 AJ8433  PID         -  AJ8433
 AJ8433  STATE/COUNTY-  NE/RICHARDSON
 AJ8433  COUNTRY     -  US
 AJ8433  USGS QUAD   -  HUMBOLDT (2017)
 AJ8433
 AJ8433                         *CURRENT SURVEY CONTROL
 AJ8433  ______________________________________________________________________
 AJ8433* NAD 83(1986) POSITION- 40 09 28.73   (N) 095 56 49.08   (W)   HD_HELD1
 AJ8433* NAVD 88 ORTHO HEIGHT -   299.81  (meters)      983.6   (feet) RESET
 AJ8433  ______________________________________________________________________
 AJ8433  GEOID HEIGHT    -        -29.474 (meters)                     GEOID18
 AJ8433  VERT ORDER      -  THIRD
 AJ8433
 AJ8433.The horizontal coordinates were determined by differentially corrected
 AJ8433.hand held GPS observations or other comparable positioning techniques
 AJ8433.and have an estimated accuracy of +/- 3 meters.
 AJ8433
 AJ8433.The orthometric height was computed from unverified reset data.
 AJ8433
 AJ8433.No vertical observational check was made to the station.
 AJ8433
 AJ8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8433.GEOID18 height accuracy estimate available here.
 AJ8433
 AJ8433.Click photographs - Photos may exist for this station.
 AJ8433
 AJ8433;                    North         East    Units  Estimated Accuracy
 AJ8433;SPC NE       -    44,138.8     845,155.4     MT  (+/- 3 meters HH1 GPS) 
 AJ8433
 AJ8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4900949456(NAD 83)
 AJ8433
 AJ8433                          SUPERSEDED SURVEY CONTROL
 AJ8433
 AJ8433.No superseded survey control is available for this station.
 AJ8433
 AJ8433_MARKER: DV = VERTICAL CONTROL DISK
 AJ8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8433_STAMPING: PTS 4 RESET 2001
 AJ8433_MARK LOGO: NGS
 AJ8433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8433+STABILITY: SURFACE MOTION
 AJ8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8433+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2009
 AJ8433
 AJ8433  HISTORY     - Date     Condition        Report By
 AJ8433  HISTORY     - 2001     MONUMENTED       NEDR
 AJ8433  HISTORY     - 20081002 GOOD             INDIV
 AJ8433  HISTORY     - 20091008 GOOD             INDIV
 AJ8433
 AJ8433                          STATION DESCRIPTION
 AJ8433
 AJ8433'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (LB)
 AJ8433'FROM THE INTERSECTION OF HIGHWAY 4 AND HIGHWAY 105 NEAR HUMBOLDT, GO
 AJ8433'SOUTH ON HIGHWAY 105 APPROXIMATELY 1.10 MILES (1.77 KM) TO PARK
 AJ8433'ENTRANCE (WEST) , TURN RIGHT AND GO 630 FEET (192.0 M) TO BENCH MARK.
 AJ8433
 AJ8433                          STATION RECOVERY (2008)
 AJ8433
 AJ8433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 AJ8433'RECOVERED IN GOOD CONDITION.
 AJ8433
 AJ8433                          STATION RECOVERY (2009)
 AJ8433
 AJ8433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 AJ8433'RECOVERED AS DESCRIBED. ADDITIONAL TIES NNE 57 FEET CENTERLINE OIL
 AJ8433'ROAD IN PARK.WSW 350 FEET TO EASTEND OF OLD RAILROAD BRIDGE.  SW 126.6
 AJ8433'FEET TO ARM OF RAILROAD SWITCH. SOUTH 79.0 FEET TO NORTH RAIL OF NORTH
 AJ8433'TRACK.  ESE 138.10 FEET TO NW BOLT IN CONCRETE BASE FOR RAILROAD
 AJ8433'LIGHT.  SOUTH 1.3 FEET TO BOTTOM ORANGE CARSONITE WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0298 ***********************************************************************
 MN0298  CBN         -  This is a Cooperative Base Network Control Station.
 MN0298  DESIGNATION -  PUMKIN
 MN0298  PID         -  MN0298
 MN0298  STATE/COUNTY-  NE/BANNER
 MN0298  COUNTRY     -  US
 MN0298  USGS QUAD   -  HARRISBURG (2017)
 MN0298
 MN0298                         *CURRENT SURVEY CONTROL
 MN0298  ______________________________________________________________________
 MN0298* NAD 83(2011) POSITION- 41 35 00.11805(N) 103 39 51.49935(W)   ADJUSTED
 MN0298* NAD 83(2011) ELLIP HT-  1346.081 (meters)        (06/27/12)   ADJUSTED
 MN0298* NAD 83(2011) EPOCH   -  2010.00
 MN0298* NAVD 88 ORTHO HEIGHT -  1365.195 (meters)     4478.98  (feet) ADJUSTED
 MN0298  ______________________________________________________________________
 MN0298  GEOID HEIGHT    -        -19.139 (meters)                     GEOID18
 MN0298  NAD 83(2011) X  - -1,128,920.031 (meters)                     COMP
 MN0298  NAD 83(2011) Y  - -4,643,586.548 (meters)                     COMP
 MN0298  NAD 83(2011) Z  -  4,211,995.786 (meters)                     COMP
 MN0298  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 MN0298  DYNAMIC HEIGHT  -       1364.220 (meters)     4475.78  (feet) COMP
 MN0298  MODELED GRAVITY -    979,862.1   (mgal)                       NAVD 88
 MN0298
 MN0298  VERT ORDER      -  SECOND    CLASS 0
 MN0298
 MN0298  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0298  Standards:
 MN0298         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0298            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0298  -------------------------------------------------------------------
 MN0298  NETWORK    0.46   1.22           0.22   0.14   0.62     -0.01338877
 MN0298  -------------------------------------------------------------------
 MN0298  Click here for local accuracies and other accuracy information.
 MN0298
 MN0298.The horizontal coordinates were established by GPS observations
 MN0298.and adjusted by the National Geodetic Survey in June 2012.
 MN0298
 MN0298.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0298.been affixed to the stable North American tectonic plate. See 
 MN0298.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0298
 MN0298.The horizontal coordinates are valid at the epoch date displayed above
 MN0298.which is a decimal equivalence of Year/Month/Day.
 MN0298
 MN0298.The orthometric height was determined by differential leveling and
 MN0298.adjusted by the NATIONAL GEODETIC SURVEY
 MN0298.in June 1991.
 MN0298
 MN0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0298.GEOID18 height accuracy estimate available here.
 MN0298
 MN0298.Click photographs - Photos may exist for this station.
 MN0298
 MN0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0298
 MN0298.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0298
 MN0298.The ellipsoidal height was determined by GPS observations
 MN0298.and is referenced to NAD 83.
 MN0298
 MN0298.The dynamic height is computed by dividing the NAVD 88
 MN0298.geopotential number by the normal gravity value computed on the
 MN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0298.degrees latitude (g = 980.6199 gals.).
 MN0298
 MN0298.The modeled gravity was interpolated from observed gravity values.
 MN0298
 MN0298. The following values were computed from the NAD 83(2011) position.
 MN0298
 MN0298;                    North         East     Units Scale Factor Converg.
 MN0298;SPC NE       -   200,769.950   194,632.716   MT  0.99965951   -2 25 42.0
 MN0298;SPC NE       -   658,692.74    638,557.50   sFT  0.99965951   -2 25 42.0
 MN0298;UTM  13      - 4,604,380.959   611,338.908   MT  0.99975255   +0 53 11.8
 MN0298
 MN0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0298!SPC NE       -   0.99978891  x   0.99965951  =   0.99944849
 MN0298!UTM  13      -   0.99978891  x   0.99975255  =   0.99954151
 MN0298
 MN0298:                Primary Azimuth Mark                     Grid Az
 MN0298:SPC NE       -  PUMKIN AZ MK 2 RESET                     268 43 29.3
 MN0298:UTM  13      -  PUMKIN AZ MK 2 RESET                     265 24 35.5
 MN0298
 MN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1133804380(NAD 83)
 MN0298
 MN0298|---------------------------------------------------------------------|
 MN0298| PID    Reference Object                     Distance      Geod. Az  |
 MN0298|                                                           dddmmss.s |
 MN0298| MN0644 GERING HWY PATROL RAD TWR           APPROX.13.8 KM 0003054.9 |
 MN0298| MN0297 PUMKIN RM 1                          31.791 METERS 20713     |
 MN0298| MN0295 PUMKIN AZ MK                                       2643341.4 |
 MN0298| MN0296 PUMKIN AZ MK 2 RESET                               2661747.3 |
 MN0298| MN0299 PUMKIN RM 2                          30.541 METERS 32739     |
 MN0298|---------------------------------------------------------------------|
 MN0298
 MN0298                          SUPERSEDED SURVEY CONTROL
 MN0298
 MN0298  NAD 83(2007)-  41 35 00.11787(N)    103 39 51.50013(W) AD(2002.00) 0
 MN0298  ELLIP H (02/10/07) 1346.107  (m)                       GP(2002.00)    
 MN0298  ELLIP H (09/24/01) 1346.104  (m)                       GP(       ) 4 1
 MN0298  NAD 83(1995)-  41 35 00.11733(N)    103 39 51.50003(W) AD(       ) B
 MN0298  ELLIP H (06/25/96) 1346.135  (m)                       GP(       ) 1 1
 MN0298  ELLIP H (01/07/93) 1346.467  (m)                       GP(       ) 4 2
 MN0298  NAD 83(1986)-  41 35 00.10601(N)    103 39 51.50243(W) AD(       ) 1
 MN0298  NAD 27      -  41 35 00.20170(N)    103 39 49.70080(W) AD(       ) 1
 MN0298  NAVD 88            1365.20   (m)         4479.0    (f) LEVELING    3  
 MN0298  NGVD 29 (??/??/92) 1364.499  (m)         4476.69   (f) ADJ UNCH    2 0
 MN0298  NGVD 29            1364.50   (m)         4476.7    (f) LEVELING    3  
 MN0298
 MN0298.Superseded values are not recommended for survey control.
 MN0298
 MN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0298.See file dsdata.pdf to determine how the superseded data were derived.
 MN0298
 MN0298_MARKER: DS = TRIANGULATION STATION DISK
 MN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0298_STAMPING: PUMKIN 1934
 MN0298_MARK LOGO: CGS
 MN0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0298+STABILITY: SURFACE MOTION
 MN0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0298+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 MN0298
 MN0298  HISTORY     - Date     Condition        Report By
 MN0298  HISTORY     - 1934     MONUMENTED       CGS
 MN0298  HISTORY     - 1963     GOOD             CGS
 MN0298  HISTORY     - 1966     GOOD             CGS
 MN0298  HISTORY     - 1973     GOOD             NGS
 MN0298  HISTORY     - 1973     GOOD             NGS
 MN0298  HISTORY     - 19890713 GOOD             NGS
 MN0298  HISTORY     - 19950504 GOOD             NGS
 MN0298  HISTORY     - 20111007 GOOD             WOOLPT
 MN0298  HISTORY     - 20111018 GOOD             NEDR
 MN0298  HISTORY     - 20170905 GOOD             NEGS
 MN0298
 MN0298                          STATION DESCRIPTION
 MN0298
 MN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0298'STATION IS ABOUT 5 MILES EAST OF HARRISBURG AND IS ON A RIDGE IN
 MN0298'PASTURE LAND ABOUT 5 MILES SOUTH OF PUMPKIN CREEK, 3/4 MILE EAST
 MN0298'OF STATE HIGHWAY 29, AND 60 YARDS NORTH OF THE RIGHT-OF-WAY
 MN0298'FENCE ON THE NORTH SIDE OF STATE HIGHWAY 88.  PROJECTS 10 INCHES.
 MN0298'
 MN0298'THE STATION IS REACHED FROM GERING BY GOING SOUTH ON STATE
 MN0298'HIGHWAY 29 FOR 18.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 MN0298'88.  TURN EAST ON STATE HIGHWAY 88 AND GO 0.7 MILE TO THE TOP
 MN0298'OF A RISE IN THE ROAD.  THE STATION IS IN THE PASTURE LAND 60
 MN0298'YARDS NORTH OF THE FENCE AT THIS POINT.
 MN0298'
 MN0298'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0298'BRONZE DISKS SET IN CONCRETE.
 MN0298'
 MN0298'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND PROJECTS
 MN0298'8 INCHES.
 MN0298'
 MN0298'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND PROJECTS
 MN0298'8 INCHES.
 MN0298'
 MN0298'AZIMUTH MARK IS ON A RIDGE ABOUT 0.3 MILE WEST OF THE STATION,
 MN0298'60 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND PROJECTS 10
 MN0298'INCHES.
 MN0298'
 MN0298'A 4-FOOT STAND WAS ERECTED.
 MN0298
 MN0298                          STATION RECOVERY (1963)
 MN0298
 MN0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0298'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MN0298'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 MN0298'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MN0298'
 MN0298'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 MN0298'
 MN0298'THE STATION IS 4 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0298'NEAR THE SOUTH CENTER OF THE SOUTHEAST QUARTER OF SECTION 28,
 MN0298'T 19 N, R 55 W, AND ON PROPERTY OWNED BY MRS. MARTHA D. STAUFFER.
 MN0298'
 MN0298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0298'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 24.45
 MN0298'MILES TO A SIDE ROAD ON THE RIGHT (STATE HIGHWAY 88).  TURN
 MN0298'RIGHT AND GO EAST ON HIGHWAY 88 FOR 0.3 MILE TO THE AZIMUTH
 MN0298'MARK ON THE LEFT.  CONTINUE EAST ON HIGHWAY 88 FOR 0.3 MILE TO
 MN0298'THE STATION ON THE LEFT, 192 FEET NORTH OF THE CENTER OF THE
 MN0298'HIGHWAY.
 MN0298'
 MN0298'STATION MARK IS A STANDARD DISK STAMPED PUMKIN 1934, SET IN A
 MN0298'SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS 159 FEET
 MN0298'NORTH OF A METAL WITNESS POST IN AN EAST-WEST FENCE.
 MN0298'THE UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 MN0298'
 MN0298'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PUMKIN NO 1 1934,
 MN0298'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MN0298'
 MN0298'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PUMKIN NO 2 1934,
 MN0298'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 9 INCHES.  IT
 MN0298'IS 99 FEET NORTH OF THE CENTER OF HIGHWAY 88, 87 FEET NORTHEAST
 MN0298'OF THE METAL WITNESS POST, AND 66 FEET NORTH OF THE FENCE.
 MN0298'
 MN0298'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED PUMKIN
 MN0298'1934 AZIMUTH, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0298'6 INCHES.  IT IS 31.5 FEET NORTH OF THE CENTER OF HIGHWAY 88,
 MN0298'2.5 FEET NORTHEAST OF A METAL WITNESS POST, AND 2 FEET NORTH
 MN0298'OF A FENCE.
 MN0298'
 MN0298'NOTE--REFERENCE MARKS WERE MEASURED PULLING 7 KG. TAPE TENSION.
 MN0298
 MN0298                          STATION RECOVERY (1966)
 MN0298
 MN0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MN0298'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MN0298'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY IMPROVEMENT
 MN0298'SO A NEW MARK WAS SET AND THE ORIGINAL AZIMUTH DESTROYED.
 MN0298'
 MN0298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND
 MN0298'88, ABOUT 4.5 MILES EAST AND 2 MILES NORTH OF HARRISBURG, GO
 MN0298'EAST ON HIGHWAY 88 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT,
 MN0298'CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 MN0298'LEFT.
 MN0298'
 MN0298'THE STATION IS 192 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 MN0298'THE MARK PROJECTS 14 INCHES AND THE DISK IS STAMPED PUMKIN 1934.
 MN0298'
 MN0298'R.M. NO. 1 IS 99 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MN0298'AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 MN0298'5 INCHES AND THE DISK IS STAMPED PUMKIN NO 1 1934.
 MN0298'
 MN0298'R.M. NO. 2 IS TO THE NORTHWEST OF THE STATION AT ABOUT THE SAME
 MN0298'ELEVATION.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 MN0298'PUMKIN NO 2 1934.
 MN0298'
 MN0298'THE AZIMUTH MARK IS 83 FEET NORTH OF THE CENTERLINE OF THE
 MN0298'HIGHWAY, 63 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 MN0298'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 MN0298'DISK IS STAMPED PUMKIN 1934 AZ 2 BM RESET 1966.
 MN0298'
 MN0298'R.M. NO. 1 TO R.M. NO. 2 177.46 FEET - 54.090 METERS.
 MN0298'
 MN0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MN0298'EAST-NORTHEAST HARRISBURG.
 MN0298
 MN0298                          STATION RECOVERY (1973)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0298'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MN0298'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 MN0298'AND THE DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE OLD
 MN0298'DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0298'
 MN0298'THE STATION IS LOCATED 17 MILES SOUTH OF GERING, 16 MILES
 MN0298'SOUTHWEST OF MELBETA, 4.5 MILES NORTHEAST OF HARRISBURG, ON TOP
 MN0298'OF A LOW RIDGE IN A PASTURE THAT IS NORTH OF STATE HIGHWAY 88, AND
 MN0298'ON PROPERTY OWNED BY MRS. MARTHA D. STAUFFER WHO LIVES 1.75
 MN0298'MILES NORTH OF THE STATION.
 MN0298'
 MN0298'TO REACH THE STATION FROM THE POST OFFICE IN GERING, GO EAST 1
 MN0298'BLOCK TO 10TH STREET.  (STATE HIGHWAY 71).  TURN RIGHT AND GO
 MN0298'SOUTH ON STATE HIGHWAY 71 FOR 0.2 MILE TO THE JUNCTION OF STATE
 MN0298'HIGHWAYS 71 AND 92 AT THE SOUTH EDGE OF GERING.  CONTINUE SOUTH
 MN0298'ON STATE HIGHWAY 71 FOR 9.1 MILES TO THE BANNER-SCOTSBLUFF
 MN0298'COUNTY LINE.  CONTINUE SOUTH ON STATE HIGHWAY 71 FOR 7.8
 MN0298'MILES TO A SIDE ROAD LEFT.  (STATE HIGHWAY 88).  TURN LEFT AND
 MN0298'GO EAST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 MN0298'THE ROAD.  CONTINUE EAST ON STATE HIGHWAY 88 FOR 0.7 MILE TO A
 MN0298'WIRE GATE ON THE LEFT UNDER A 3-WIRE POWER LINE OPPOSITE
 MN0298'MILEPOST 1.  TURN LEFT AND GO NORTH THROUGH GATE, THEN TURN
 MN0298'SHARP LEFT AND GO WEST ALONG THE NORTH SIDE OF FENCE FOR 0.4
 MN0298'MILE TO THE STATION ON A LOW RIDGE IN THE PASTURE.
 MN0298'
 MN0298'THE STATION IS A STANDARD DISK STAMPED PUMKIN 1934, CEMENTED IN
 MN0298'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.9
 MN0298'FOOT ABOVE GROUND.  IT IS 117.0 FEET NORTH-NORTHEAST OF A
 MN0298'YELLOW CONCRETE RIGHT-OF-WAY MARKER AND 110.0 FEET NORTH OF A
 MN0298'METAL WITNESS POST WITH SIGN SET IN A FENCELINE.
 MN0298'
 MN0298'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PUMKIN NO. 1 1934,
 MN0298'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0298'PROJECTS 0.5 FOOT ABOVE GROUND.  IT IS 55.0 FEET WEST-NORTHWEST
 MN0298'OF A METAL WITNESS POST WITH SIGN, 28.0 FEET NORTH OF A YELLOW
 MN0298'CONCRETE RIGHT-OF-WAY MARKER, AND ABOUT 3 FEET LOWER THAN THE
 MN0298'STATION.
 MN0298'
 MN0298'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PUMKIN NO. 2 1934,
 MN0298'CEMENTED IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS
 MN0298'0.8 FOOT ABOVE GROUND.  IT IS 194.0 FEET NORTH OF THE NORTH
 MN0298'RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MN0298'
 MN0298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PUMKIN 1934 AZ
 MN0298'2 BM RESET 1966, CEMENTED IN THE TOP OF A 12-INCH DIAMETER
 MN0298'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 MN0298'GROUND.  IT IS 88.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MN0298'12.5 FEET SOUTH OF A EAST-WEST FENCE, AND 2.1 FEET EAST-NORTHEAST
 MN0298'OF A METAL WITNESS POST WITH SIGN.
 MN0298'
 MN0298'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MN0298'
 MN0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MN0298'NORTHEAST OF HARRISBURG.
 MN0298
 MN0298                          STATION RECOVERY (1973)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MN0298'4.5 MI NE FROM HARRISBURG.
 MN0298'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0298'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF
 MN0298'STATE HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1
 MN0298'MILES TO BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE
 MN0298'HIGHWAY 71 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE
 MN0298'LEFT THENCE LEFT ON STATE HIGHWAY 88 0.6 MILE TO THE MARK IN
 MN0298'FIELD ON NORTH SIDE OF ROAD.  A STANDARD TRIANGULATION STATION
 MN0298'DISK CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MN0298'PROJECTING 11 INCHES ABOVE GROUND, 117 FEET NORTH OF A YELLOW
 MN0298'CONCRETE RIGHT-OF-WAY MARKER, AND 110 FEET NORTH OF A METAL
 MN0298'WITNESS POST IN THE EAST-WEST FENCE LINE.
 MN0298
 MN0298                          STATION RECOVERY (1989)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0298'THE STATIN IS LOCATED ABOUT 27.37 KM (17.00 MI) SOUTH OF GERING, 25.76
 MN0298'KM (16.00 MI) SOUTHWEST OF MELBETA, 7.24 KM (4.50 MI) NORTHEAST OF
 MN0298'HARRISBURG, ON THE TOP OF A LOW RIDGE IN A PASTURE THAT IS NORTH OF
 MN0298'STATE HIGHWAY 88.  OWNERSHIP--BOB STAUFFER, TELEPHONE IS 308-436-4838.
 MN0298'TO REACH THE STATION FROM THE BANNER COURTHOUSE IN HARRISBURG, GO
 MN0298'EASTERLY ON STATE ROUTE SPUR 4A FOR 6.48 KM (4.05 MI) TO THE JUNCTION
 MN0298'WITH STATE HIGHWAY 71.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 71 FOR
 MN0298'1.60 KM (1.00 MI) TO THE JUNCTION WITH STATE HIGHWAY 88 EAST.  TURN
 MN0298'RIGHT AND GO EAST ON STATE HIGHWAY 88 EAST FOR 1.60 KM (1.00 MI) TO A
 MN0298'WIRE GATE ON THE LEFT UNDER A 3-WIRE POWER LINE OPPOSITE MILEPOST 1.
 MN0298'TURN LEFT AND GO NORTH THROUGH THE GATE, THEN TURN SHARP LEFT AND GO
 MN0298'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.59 KM (0.35 MI) TO THE
 MN0298'STATION ON A LOW RIDGE IN THE PASTURE.
 MN0298'THE STATION MARK IS SET 36.0 M (118.1 FT) NORTH-NORTHEAST OF A
 MN0298'RIGHT-OF-WAY POST AND 33.9 M (111.2 FT) NORTH OF A WITNESS POST IN A
 MN0298'FENCELINE.
 MN0298'DESCRIBED FROM SHEA 1973 DESCRIPTION, MODIFIED BY R.D.BALL.
 MN0298
 MN0298                          STATION RECOVERY (1995)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0298'THE MARK IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTH OF GERING, 4.5 MI
 MN0298'(7.2 KM) NORTHEAST OF HARRISBURG, 1.25 MI (2.01 KM) EAST FROM STATE
 MN0298'HIGHWAY 71, ABOUT 175 FT (53.3 M) NORTH OF STATE HIGHWAY 88, IN THE
 MN0298'SE1/4, SEC28, T19N, R55W, IN A PASTURE ON PROPERTY OWNED BY ROBERT
 MN0298'STAUFFER, HCR 50, HARRISBURG, NEBRASKA.  TELEPHONE 308-436-4838.  TO
 MN0298'REACH THE MARK FROM THE COURTHOUSE IN HARRISBURG, GO EAST ON STATE
 MN0298'ROAD S4A FOR 4.05 MI (6.52 KM) TO STATE HIGHWAY 71.  TURN LEFT AND GO
 MN0298'NORTH ON HIGHWAY 71 FOR 1.0 MI (1.6 KM) TO STATE HIGHWAY 88.  TURN
 MN0298'RIGHT AND GO EAST ON HIGHWAY 88 FOR 1.0 MI (1.6 KM), PASSING THE
 MN0298'STATION AT MILEAGE 0.65 MI (1.05 KM), TO A GATE ON THE LEFT, OPPOSITE
 MN0298'MILE POST 1.  TURN LEFT, PASS THROUGH THE GATE, AND TURN SHARP LEFT
 MN0298'AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.35 MI (0.56 KM) TO
 MN0298'THE MARK.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MN0298'THAT PROJECTS 1.0 FT (0.3 M) ABOVE THE GROUND SURFACE.  IT IS 118.1 FT
 MN0298'(36.0 M) NORTH-NORTHEAST FROM A CONCRETE RIGHT-OF-WAY MARKER AND 111.2
 MN0298'FT (33.9 M) NORTH FROM A METAL WITNESS POST AND A FIBERGLASS WITNESS
 MN0298'POST.  THE WITNESS POST ARE SET AT THE FENCE LINE.
 MN0298
 MN0298                          STATION RECOVERY (2011)
 MN0298
 MN0298'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 MN0298'RECOVERED IN GOOD CONDITION.
 MN0298
 MN0298                          STATION RECOVERY (2011)
 MN0298
 MN0298'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0298'RECOVERED IN GOOD CONDITION.
 MN0298
 MN0298                          STATION RECOVERY (2017)
 MN0298
 MN0298'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 MN0298'MARK FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0295 ***********************************************************************
 MN0295  DESIGNATION -  PUMKIN AZ MK
 MN0295  PID         -  MN0295
 MN0295  STATE/COUNTY-  NE/BANNER
 MN0295  COUNTRY     -  US
 MN0295  USGS QUAD   -  HARRISBURG (2017)
 MN0295
 MN0295                         *CURRENT SURVEY CONTROL
 MN0295  ______________________________________________________________________
 MN0295* NAD 83(1986) POSITION- 41 34 59.     (N) 103 40 11.     (W)   SCALED
 MN0295* NAVD 88 ORTHO HEIGHT -  1364.185 (meters)     4475.66  (feet) ADJUSTED
 MN0295  ______________________________________________________________________
 MN0295  GEOID HEIGHT    -        -19.129 (meters)                     GEOID18
 MN0295  DYNAMIC HEIGHT  -       1363.211 (meters)     4472.47  (feet) COMP
 MN0295  MODELED GRAVITY -    979,861.7   (mgal)                       NAVD 88
 MN0295
 MN0295  VERT ORDER      -  SECOND    CLASS 0
 MN0295
 MN0295.The horizontal coordinates were scaled from a map and have
 MN0295.an estimated accuracy of +/- 6 seconds.
 MN0295
 MN0295.The orthometric height was determined by differential leveling and
 MN0295.adjusted by the NATIONAL GEODETIC SURVEY
 MN0295.in June 1991.
 MN0295
 MN0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0295.GEOID18 height accuracy estimate available here.
 MN0295
 MN0295.Click photographs - Photos may exist for this station.
 MN0295
 MN0295.The dynamic height is computed by dividing the NAVD 88
 MN0295.geopotential number by the normal gravity value computed on the
 MN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0295.degrees latitude (g = 980.6199 gals.).
 MN0295
 MN0295.The modeled gravity was interpolated from observed gravity values.
 MN0295
 MN0295;                    North         East    Units  Estimated Accuracy
 MN0295;SPC NE       -   200,760.      194,180.      MT  (+/- 180 meters Scaled)
 MN0295
 MN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG108043(NAD 83)
 MN0295
 MN0295                          SUPERSEDED SURVEY CONTROL
 MN0295
 MN0295  NGVD 29 (??/??/92) 1363.488  (m)         4473.38   (f) ADJ UNCH    2 0
 MN0295
 MN0295.Superseded values are not recommended for survey control.
 MN0295
 MN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0295.See file dsdata.pdf to determine how the superseded data were derived.
 MN0295
 MN0295_MARKER: DR = REFERENCE MARK DISK
 MN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0295_STAMPING: PUMKIN AZIMUTH 1934
 MN0295_MARK LOGO: CGS
 MN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0295+STABILITY: SURFACE MOTION
 MN0295
 MN0295  HISTORY     - Date     Condition        Report By
 MN0295  HISTORY     - 1934     MONUMENTED       CGS
 MN0295
 MN0295                          STATION DESCRIPTION
 MN0295
 MN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0295'20.5 MI W FROM REDINGTON.
 MN0295'20.5 MILES WEST OF POST OFFICE ALONG STATE HIGHWAY NO. 88 BETWEEN
 MN0295'REDINGTON, NEBRASKA, AND JUNCTION WITH STATE HIGHWAY NO. 29,
 MN0295'34 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY NO. 88, AND
 MN0295'2.0 FEET NORTH OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0296 ***********************************************************************
 MN0296  DESIGNATION -  PUMKIN AZ MK 2 RESET
 MN0296  PID         -  MN0296
 MN0296  STATE/COUNTY-  NE/BANNER
 MN0296  COUNTRY     -  US
 MN0296  USGS QUAD   -  HARRISBURG (2017)
 MN0296
 MN0296                         *CURRENT SURVEY CONTROL
 MN0296  ______________________________________________________________________
 MN0296* NAD 83(1986) POSITION- 41 34 58.     (N) 103 40 11.     (W)   SCALED
 MN0296* NAVD 88 ORTHO HEIGHT -  1363.54  (meters)     4473.5   (feet) RESET
 MN0296  ______________________________________________________________________
 MN0296  GEOID HEIGHT    -        -19.129 (meters)                     GEOID18
 MN0296  VERT ORDER      -  THIRD
 MN0296
 MN0296.The horizontal coordinates were scaled from a map and have
 MN0296.an estimated accuracy of +/- 6 seconds.
 MN0296
 MN0296.The orthometric height was computed from unverified reset data.
 MN0296
 MN0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0296.GEOID18 height accuracy estimate available here.
 MN0296
 MN0296.Click photographs - Photos may exist for this station.
 MN0296
 MN0296;                    North         East    Units  Estimated Accuracy
 MN0296;SPC NE       -   200,720.      194,180.      MT  (+/- 180 meters Scaled)
 MN0296
 MN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG108043(NAD 83)
 MN0296
 MN0296                          SUPERSEDED SURVEY CONTROL
 MN0296
 MN0296.No superseded survey control is available for this station.
 MN0296
 MN0296_MARKER: DZ = AZIMUTH MARK DISK
 MN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0296_STAMPING: PUMKIN 1934 AZ 2 BM RESET 1966
 MN0296_MARK LOGO: CGS
 MN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0296+STABILITY: SURFACE MOTION
 MN0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0296+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 MN0296
 MN0296  HISTORY     - Date     Condition        Report By
 MN0296  HISTORY     - 1966     MONUMENTED       CGS
 MN0296  HISTORY     - 1973     GOOD             NGS
 MN0296  HISTORY     - 20111018 GOOD             NEDR
 MN0296
 MN0296                          STATION DESCRIPTION
 MN0296
 MN0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MN0296'4.5 MI NE FROM HARRISBURG.
 MN0296'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0296'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF
 MN0296'STATE HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1
 MN0296'MILES TO BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE
 MN0296'HIGHWAY 71 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE LEFT
 MN0296'THENCE LEFT ON STATE HIGHWAY 88 0.3 MILE TO THE MARK ON THE NORTH SIDE
 MN0296'OF THE ROAD.  A STANDARD AZIMUTH DISK CEMENTED IN THE TOP OF A
 MN0296'12-INCH DIAMETER CYLINDRICAL CONCRETE PROJECTING 2 INCHES ABOVE
 MN0296'GROUND, 88 FEET NORTH OF THE CENTER OF THE ROAD, 12.5 FEET
 MN0296'SOUTH OF THE EAST-WEST FENCE LINE, AND 2.1 FEET EAST-NORTHEAST
 MN0296'OF A METAL WITNESS POST WITH SIGN.
 MN0296
 MN0296                          STATION RECOVERY (2011)
 MN0296
 MN0296'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0297 ***********************************************************************
 MN0297  DESIGNATION -  PUMKIN RM 1
 MN0297  PID         -  MN0297
 MN0297  STATE/COUNTY-  NE/BANNER
 MN0297  COUNTRY     -  US
 MN0297  USGS QUAD   -  HARRISBURG (2017)
 MN0297
 MN0297                         *CURRENT SURVEY CONTROL
 MN0297  ______________________________________________________________________
 MN0297* NAD 83(1986) POSITION- 41 34 59.20   (N) 103 39 52.13   (W)   HD_HELD1
 MN0297* NAVD 88 ORTHO HEIGHT -  1364.340 (meters)     4476.17  (feet) ADJUSTED
 MN0297  ______________________________________________________________________
 MN0297  GEOID HEIGHT    -        -19.139 (meters)                     GEOID18
 MN0297  DYNAMIC HEIGHT  -       1363.367 (meters)     4472.98  (feet) COMP
 MN0297  MODELED GRAVITY -    979,862.1   (mgal)                       NAVD 88
 MN0297
 MN0297  VERT ORDER      -  SECOND    CLASS 0
 MN0297
 MN0297.The horizontal coordinates were determined by differentially corrected
 MN0297.hand held GPS observations or other comparable positioning techniques
 MN0297.and have an estimated accuracy of +/- 3 meters.
 MN0297
 MN0297.The orthometric height was determined by differential leveling and
 MN0297.adjusted by the NATIONAL GEODETIC SURVEY
 MN0297.in June 1991.
 MN0297
 MN0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0297.GEOID18 height accuracy estimate available here.
 MN0297
 MN0297.Click photographs - Photos may exist for this station.
 MN0297
 MN0297.The dynamic height is computed by dividing the NAVD 88
 MN0297.geopotential number by the normal gravity value computed on the
 MN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0297.degrees latitude (g = 980.6199 gals.).
 MN0297
 MN0297.The modeled gravity was interpolated from observed gravity values.
 MN0297
 MN0297;                    North         East    Units  Estimated Accuracy
 MN0297;SPC NE       -   200,742.3     194,616.9     MT  (+/- 3 meters HH1 GPS) 
 MN0297
 MN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1132404352(NAD 83)
 MN0297
 MN0297                          SUPERSEDED SURVEY CONTROL
 MN0297
 MN0297  NGVD 29 (??/??/92) 1363.644  (m)         4473.89   (f) ADJ UNCH    2 0
 MN0297
 MN0297.Superseded values are not recommended for survey control.
 MN0297
 MN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0297.See file dsdata.pdf to determine how the superseded data were derived.
 MN0297
 MN0297_MARKER: DR = REFERENCE MARK DISK
 MN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0297_STAMPING: PUMKIN NO 1 1934
 MN0297_MARK LOGO: CGS
 MN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0297+STABILITY: SURFACE MOTION
 MN0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0297+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 MN0297
 MN0297  HISTORY     - Date     Condition        Report By
 MN0297  HISTORY     - 1934     MONUMENTED       CGS
 MN0297  HISTORY     - 1973     GOOD             NGS
 MN0297  HISTORY     - 20111018 GOOD             NEDR
 MN0297
 MN0297                          STATION DESCRIPTION
 MN0297
 MN0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MN0297'4.5 MI NE FROM HARRISBURG.
 MN0297'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0297'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF STATE
 MN0297'HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1 MILES TO
 MN0297'BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE HIGHWAY 71
 MN0297'7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE LEFT THENCE
 MN0297'LEFT ON STATE HIGHWAY 88 0.6 MILE TO THE MARK IN FIELD ON NORTH
 MN0297'SIDE OF ROAD.  A STANDARD REFERENCE MARK DISK CEMENTED IN THE
 MN0297'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 MN0297'ABOVE GROUND, 55 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 MN0297'IN THE EAST-WEST FENCE LINE, AND 28 FEET NORTH OF A YELLOW
 MN0297'CONCRETE RIGHT-OF-WAY MARKER.
 MN0297
 MN0297                          STATION RECOVERY (2011)
 MN0297
 MN0297'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0299 ***********************************************************************
 MN0299  DESIGNATION -  PUMKIN RM 2
 MN0299  PID         -  MN0299
 MN0299  STATE/COUNTY-  NE/BANNER
 MN0299  COUNTRY     -  US
 MN0299  USGS QUAD   -  HARRISBURG (2017)
 MN0299
 MN0299                         *CURRENT SURVEY CONTROL
 MN0299  ______________________________________________________________________
 MN0299* NAD 83(1986) POSITION- 41 35 00.95   (N) 103 39 52.20   (W)   HD_HELD1
 MN0299* NAVD 88 ORTHO HEIGHT -  1364.905 (meters)     4478.03  (feet) ADJUSTED
 MN0299  ______________________________________________________________________
 MN0299  GEOID HEIGHT    -        -19.139 (meters)                     GEOID18
 MN0299  DYNAMIC HEIGHT  -       1363.930 (meters)     4474.83  (feet) COMP
 MN0299  MODELED GRAVITY -    979,861.9   (mgal)                       NAVD 88
 MN0299
 MN0299  VERT ORDER      -  SECOND    CLASS 0
 MN0299
 MN0299.The horizontal coordinates were determined by differentially corrected
 MN0299.hand held GPS observations or other comparable positioning techniques
 MN0299.and have an estimated accuracy of +/- 3 meters.
 MN0299
 MN0299.The orthometric height was determined by differential leveling and
 MN0299.adjusted by the NATIONAL GEODETIC SURVEY
 MN0299.in June 1991.
 MN0299
 MN0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0299.GEOID18 height accuracy estimate available here.
 MN0299
 MN0299.Click photographs - Photos may exist for this station.
 MN0299
 MN0299.The dynamic height is computed by dividing the NAVD 88
 MN0299.geopotential number by the normal gravity value computed on the
 MN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0299.degrees latitude (g = 980.6199 gals.).
 MN0299
 MN0299.The modeled gravity was interpolated from observed gravity values.
 MN0299
 MN0299;                    North         East    Units  Estimated Accuracy
 MN0299;SPC NE       -   200,796.3     194,617.6     MT  (+/- 3 meters HH1 GPS) 
 MN0299
 MN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1132204406(NAD 83)
 MN0299
 MN0299                          SUPERSEDED SURVEY CONTROL
 MN0299
 MN0299  NGVD 29 (??/??/92) 1364.209  (m)         4475.74   (f) ADJ UNCH    2 0
 MN0299
 MN0299.Superseded values are not recommended for survey control.
 MN0299
 MN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0299.See file dsdata.pdf to determine how the superseded data were derived.
 MN0299
 MN0299_MARKER: DR = REFERENCE MARK DISK
 MN0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0299_STAMPING: PUMKIN NO 2 1934
 MN0299_MARK LOGO: CGS
 MN0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0299+STABILITY: SURFACE MOTION
 MN0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0299+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 MN0299
 MN0299  HISTORY     - Date     Condition        Report By
 MN0299  HISTORY     - 1934     MONUMENTED       CGS
 MN0299  HISTORY     - 1973     GOOD             NGS
 MN0299  HISTORY     - 20111018 GOOD             NEDR
 MN0299
 MN0299                          STATION DESCRIPTION
 MN0299
 MN0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MN0299'4.5 MI NE FROM HARRISBURG.
 MN0299'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0299'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF STATE
 MN0299'HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1 MILES
 MN0299'TO BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE HIGHWAY
 MN0299'71 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE LEFT
 MN0299'THENCE LEFT ON STATE HIGHWAY 88 0.6 MILE TO THE MARK IN FIELD
 MN0299'ON NORTH SIDE OF ROAD.  A STANDARD REFERENCE MARK DISK CEMENTED
 MN0299'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 9
 MN0299'INCHES ABOVE GROUND, AND 194 FEET NORTH OF THE EAST-WEST FENCE
 MN0299'LINE.
 MN0299
 MN0299                          STATION RECOVERY (2011)
 MN0299
 MN0299'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (TDS)
 MN0299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0580 ***********************************************************************
 MN0580  DESIGNATION -  PUMP
 MN0580  PID         -  MN0580
 MN0580  STATE/COUNTY-  NE/KIMBALL
 MN0580  COUNTRY     -  US
 MN0580  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0580
 MN0580                         *CURRENT SURVEY CONTROL
 MN0580  ______________________________________________________________________
 MN0580* NAD 83(1995) POSITION- 41 18 15.69974(N) 103 38 32.74395(W)   ADJUSTED
 MN0580* NAVD 88 ORTHO HEIGHT -  1495.    (meters)     4905.    (feet) SCALED
 MN0580  ______________________________________________________________________
 MN0580  GEOID HEIGHT    -        -18.717 (meters)                     GEOID18
 MN0580  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 MN0580  HORZ ORDER      -  SECOND
 MN0580
 MN0580.The horizontal coordinates were established by classical geodetic methods
 MN0580.and adjusted by the National Geodetic Survey in August 1997.
 MN0580
 MN0580.The orthometric height was scaled from a topographic map.
 MN0580
 MN0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0580.GEOID18 height accuracy estimate available here.
 MN0580
 MN0580.Click photographs - Photos may exist for this station.
 MN0580
 MN0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0580
 MN0580. The following values were computed from the NAD 83(1995) position.
 MN0580
 MN0580;                    North         East     Units Scale Factor Converg.
 MN0580;SPC NE       -   169,743.928   195,150.098   MT  0.99966475   -2 24 49.8
 MN0580;SPC NE       -   556,901.54    640,254.95   sFT  0.99966475   -2 24 49.8
 MN0580;UTM  13      - 4,573,433.710   613,648.375   MT  0.99975895   +0 53 46.2
 MN0580
 MN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0580!SPC NE       -   0.99976854  x   0.99966475  =   0.99943337
 MN0580!UTM  13      -   0.99976854  x   0.99975895  =   0.99952755
 MN0580
 MN0580:                Primary Azimuth Mark                     Grid Az
 MN0580:SPC NE       -  PUMP AZ MK                               258 28 43.6
 MN0580:UTM  13      -  PUMP AZ MK                               255 10 07.6
 MN0580
 MN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1364873433(NAD 83)
 MN0580
 MN0580|---------------------------------------------------------------------|
 MN0580| PID    Reference Object                     Distance      Geod. Az  |
 MN0580|                                                           dddmmss.s |
 MN0580| CP8434 PUMP RM 1                            12.716 METERS 06325     |
 MN0580| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX. 9.5 KM 1703459.6 |
 MN0580| CP8435 PUMP RM 2                            13.643 METERS 18714     |
 MN0580| CP8433 PUMP AZ MK                                         2560353.8 |
 MN0580|---------------------------------------------------------------------|
 MN0580
 MN0580                          SUPERSEDED SURVEY CONTROL
 MN0580
 MN0580  NAD 83(1993)-  41 18 15.69897(N)    103 38 32.74367(W) AD(       ) 2
 MN0580  NAD 83(1986)-  41 18 15.69151(N)    103 38 32.74337(W) AD(       ) 2
 MN0580  NAD 27      -  41 18 15.76610(N)    103 38 30.95530(W) AD(       ) 2
 MN0580
 MN0580.Superseded values are not recommended for survey control.
 MN0580
 MN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0580.See file dsdata.pdf to determine how the superseded data were derived.
 MN0580
 MN0580_MARKER: DS = TRIANGULATION STATION DISK
 MN0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0580_STAMPING: PUMP 1963
 MN0580_MARK LOGO: CGS
 MN0580_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0580+STABILITY: SURFACE MOTION
 MN0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0580+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 MN0580
 MN0580  HISTORY     - Date     Condition        Report By
 MN0580  HISTORY     - 1963     MONUMENTED       CGS
 MN0580  HISTORY     - 1972     GOOD             NGS
 MN0580  HISTORY     - 19970421 GOOD             NEDR
 MN0580
 MN0580                          STATION DESCRIPTION
 MN0580
 MN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0580'THE STATION IS 5 MILES NORTH OF KIMBALL, IN THE NORTHWEST
 MN0580'QUARTER OF SECTION 4, T 15 N, R 55 W AND ON PROPERTY OWNED BY
 MN0580'MRS. MAUD BUTTERFIELD.
 MN0580'
 MN0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0580'STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 4.1
 MN0580'MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD
 MN0580'FOR 1.0 MILE TO A FIELD TRACK ROAD ON THE LEFT.  TURN LEFT AND
 MN0580'GO NORTH ON THE TRACK ROAD FOR 0.6 MILE TO A WIRE GATE.
 MN0580'PASS THROUGH THE GATE AND GO NORTHEAST ACROSS A PASTURE FOR
 MN0580'0.15 MILE TO THE STATION ON THE HIGHEST PART OF A SMALL KNOLL.
 MN0580'
 MN0580'STATION MARKS ARE STANDARD DISKS STAMPED PUMP 1963.  THE
 MN0580'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0580'5 INCHES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0580'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0580'
 MN0580'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PUMP NO 1 1963,
 MN0580'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MN0580'
 MN0580'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PUMP NO 2 1963,
 MN0580'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MN0580'
 MN0580'AZIMUTH MARK, A STANDARD DISK STAMPED PUMP 1963, IS SET IN A
 MN0580'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 41 FEET
 MN0580'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN SHED, 3
 MN0580'FEET SOUTHWEST OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A
 MN0580'METAL WITNESS POST.
 MN0580'
 MN0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS
 MN0580'THE PASTURE FOR 0.15 MILE TO THE GATE.  PASS THROUGH THE GATE
 MN0580'AND GO SOUTH ON THE TRACK ROAD FOR 0.6 MILE TO THE GRAVEL ROAD.
 MN0580'TURN RIGHT AND GO WEST ON THE GRAVEL ROAD FOR 1.0 MILE TO THE
 MN0580'JUNCTION WITH HIGHWAY 71.  TURN RIGHT AND GO NORTH ON HIGHWAY
 MN0580'71 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST OF
 MN0580'HIGHWAY 71.
 MN0580'
 MN0580'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0580
 MN0580                          STATION RECOVERY (1972)
 MN0580
 MN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0580'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND THE
 MN0580'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 MN0580'
 MN0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MN0580'NORTH OF KIMBALL.
 MN0580
 MN0580                          STATION RECOVERY (1997)
 MN0580
 MN0580'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0580'RECOVERED IN GOOD CONDITION.  TO REACH THE MARK FROM THE JUNCTION OF
 MN0580'STATE HIGHWAYS 30 AND 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 4.80
 MN0580'MI (7.72 KM) TO A FARM DRIVE ON THE RIGHT.  TURN RIGHT, CROSSING A
 MN0580'CATTLE GUARD, AND GO EAST ON A TRACK ROAD FOR 0.60 MI (0.97 KM) TO A
 MN0580'BUILDING AND CORRALS.  PASS THROUGH A GATE AT THE SIDE SIDE OF THE
 MN0580'CORRALS, AND CONTINUE EAST, ALONG THE SOUTH SIDE OF AN EAST-WEST
 MN0580'FENCE, FOR 0.5 MI (0.8 KM) TO A T-FENCE CORNER.  PASS THROUGH A GATE
 MN0580'OF A NORTH-SOUTH FENCE AND CONTINUE EAST-NORTHEAST, ACROSS
 MN0580'PASTURELAND, FOR ABOUT 250 FT (76.2 M) TO THE TOP OF A KNOLL AND THE
 MN0580'MARK.  PROPERTY OWNERSHIP-LUKASSEN FARMS, INC., KIMBALL, NEBRASKA
 MN0580'69145.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 MN0580'PROJECTS 4 CM ABOVE THE GROUND.  IT 324.88 FT (99.02 M) SOUTHEAST OF A
 MN0580'NAIL IN THE TOP OF A FENCE POST, 327.85 FT (99.93 M) NORTHEAST OF A
 MN0580'NAIL IN THE TOP OF A CORNER GATE POST AND 320.90 FT (97.81 M) EAST OF
 MN0580'A WITNESS POST IN A FENCELINE.  REBAR WAS DRIVEN ALONG THE NORTH SIDE
 MN0580'OF THE MARK.  ROAD CONSRUCTION CAUSED THE DESTRUCTION OF THE AZIMUTH
 MN0580'MARK.  A NEW AZIMUTH MARK HAS BEEN ESTABLISHED, SEE THE DESCRIPTION
 MN0580'THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1364 ***********************************************************************
 MJ1364  DESIGNATION -  PUMP
 MJ1364  PID         -  MJ1364
 MJ1364  STATE/COUNTY-  NE/DOUGLAS
 MJ1364  COUNTRY     -  US
 MJ1364  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1364
 MJ1364                         *CURRENT SURVEY CONTROL
 MJ1364  ______________________________________________________________________
 MJ1364* NAD 83(2011) POSITION- 41 17 13.96509(N) 095 53 50.85038(W)   ADJUSTED
 MJ1364* NAD 83(2011) ELLIP HT-   271.076 (meters)        (06/27/12)   ADJUSTED
 MJ1364* NAD 83(2011) EPOCH   -  2010.00
 MJ1364* NAVD 88 ORTHO HEIGHT -   298.774 (meters)      980.23  (feet) ADJUSTED
 MJ1364  ______________________________________________________________________
 MJ1364  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 MJ1364  NAD 83(2011) X  -   -493,172.678 (meters)                     COMP
 MJ1364  NAD 83(2011) Y  - -4,774,404.645 (meters)                     COMP
 MJ1364  NAD 83(2011) Z  -  4,186,622.389 (meters)                     COMP
 MJ1364  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 MJ1364  DYNAMIC HEIGHT  -        298.649 (meters)      979.82  (feet) COMP
 MJ1364  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 MJ1364
 MJ1364  VERT ORDER      -  FIRST     CLASS II
 MJ1364
 MJ1364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MJ1364  Standards:
 MJ1364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MJ1364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MJ1364  -------------------------------------------------------------------
 MJ1364  NETWORK    0.60   1.59           0.28   0.19   0.81     -0.03403486
 MJ1364  -------------------------------------------------------------------
 MJ1364  Click here for local accuracies and other accuracy information.
 MJ1364
 MJ1364.This mark is at Eppley Airfield Airport (OMA)
 MJ1364
 MJ1364.The horizontal coordinates were established by GPS observations
 MJ1364.and adjusted by the National Geodetic Survey in June 2012.
 MJ1364
 MJ1364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MJ1364.been affixed to the stable North American tectonic plate. See 
 MJ1364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MJ1364
 MJ1364.The horizontal coordinates are valid at the epoch date displayed above
 MJ1364.which is a decimal equivalence of Year/Month/Day.
 MJ1364
 MJ1364.The orthometric height was determined by differential leveling and
 MJ1364.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1364.in June 1991.
 MJ1364
 MJ1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1364.GEOID18 height accuracy estimate available here.
 MJ1364
 MJ1364.Click photographs - Photos may exist for this station.
 MJ1364
 MJ1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1364
 MJ1364.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1364
 MJ1364.The ellipsoidal height was determined by GPS observations
 MJ1364.and is referenced to NAD 83.
 MJ1364
 MJ1364.The dynamic height is computed by dividing the NAVD 88
 MJ1364.geopotential number by the normal gravity value computed on the
 MJ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1364.degrees latitude (g = 980.6199 gals.).
 MJ1364
 MJ1364.The modeled gravity was interpolated from observed gravity values.
 MJ1364
 MJ1364. The following values were computed from the NAD 83(2011) position.
 MJ1364
 MJ1364;                    North         East     Units Scale Factor Converg.
 MJ1364;SPC NE       -   169,566.942   843,421.654   MT  0.99966584   +2 43 07.5
 MJ1364;SPC NE       -   556,320.88  2,767,125.88   sFT  0.99966584   +2 43 07.5
 MJ1364;UTM  15      - 4,574,691.111   257,366.624   MT  1.00032458   -1 54 46.0
 MJ1364
 MJ1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1364!SPC NE       -   0.99995748  x   0.99966584  =   0.99962334
 MJ1364!UTM  15      -   0.99995748  x   1.00032458  =   1.00028205
 MJ1364
 MJ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5736674691(NAD 83)
 MJ1364
 MJ1364                          SUPERSEDED SURVEY CONTROL
 MJ1364
 MJ1364  NAD 83(2007)-  41 17 13.96509(N)    095 53 50.85098(W) AD(2002.00) 0
 MJ1364  ELLIP H (02/10/07)  271.096  (m)                       GP(2002.00)    
 MJ1364  ELLIP H (12/12/01)  271.086  (m)                       GP(       ) 4 1
 MJ1364  NAD 83(1995)-  41 17 13.96490(N)    095 53 50.85044(W) AD(       ) 1
 MJ1364  ELLIP H (08/18/97)  271.204  (m)                       GP(       ) 4 1
 MJ1364  NAD 83(1986)-  41 17 13.97286(N)    095 53 50.85357(W) AD(       ) 1
 MJ1364  NAVD 88             298.77   (m)          980.2    (f) LEVELING    3  
 MJ1364  NGVD 29 (02/23/90)  299.0    (m)  RAPSU86  model used  GPS OBS        
 MJ1364
 MJ1364.Superseded values are not recommended for survey control.
 MJ1364
 MJ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1364.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1364
 MJ1364_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1364_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ1364_SP_SET: STORM SEWER JUNCTION BASIN
 MJ1364_STAMPING: PUMP 1989
 MJ1364_MARK LOGO: NGS
 MJ1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1364+STABILITY: POSITION/ELEVATION WELL
 MJ1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1364+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2015
 MJ1364
 MJ1364  HISTORY     - Date     Condition        Report By
 MJ1364  HISTORY     - 1989     MONUMENTED       NGS
 MJ1364  HISTORY     - 19970815 GOOD             NGS
 MJ1364  HISTORY     - 20070331 GOOD             INDIV
 MJ1364  HISTORY     - 20111013 GOOD             WOOLPT
 MJ1364  HISTORY     - 20150203 GOOD             INDIV
 MJ1364
 MJ1364                          STATION DESCRIPTION
 MJ1364
 MJ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1364'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, IN THE
 MJ1364'EXTREME SOUTHWEST CORNER OF THE AIRFIELD AT THE AIRFIELD PUMP
 MJ1364'STATION.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103, OMAHA, NE
 MJ1364'68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE 402-422-6800.
 MJ1364'THE AIRFIELD IS A RESTRICTED AREA.  ADVANCE NOTICE IS REQUIRED TO
 MJ1364'OCCUPY THE STATION.  CONTACT JOHN WOODS (AIRPORT SECURITY) FOR
 MJ1364'ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO REACH THE STATION FROM
 MJ1364'THE JUNCTION OF INTERSTATE HIGHWAY 680 AND 30TH STREET (EXIT 13),
 MJ1364'FIRST EXIT WEST OF THE MISSOURI RIVER ON THE NORTH SIDE OF OMAHA, GO
 MJ1364'SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO A CROSS STREET.  TURN
 MJ1364'LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD
 MJ1364'AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J. J.  PERSHING DRIVE THEN
 MJ1364'BEARING LEFT BEFORE CROSSING THE CHICAGO AND NORTHWESTERN RAILROAD
 MJ1364'TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE JUNCTION WITH 16TH
 MJ1364'STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE WHICH BECOMES A FOUR
 MJ1364'LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI) TO THE JUNCTION WITH
 MJ1364'FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE SOUTHERLY ON ABBOTT
 MJ1364'DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT LEADING TO A SHUTTLE
 MJ1364'PARKING LOT AND GATE H. TURN LEFT AND GO EAST FOR 0.24 KM (0.15 MI)
 MJ1364'TO A GATE AT A LARGE YELLOW MAINTENANCE BUILDING.  PARK AND MEET THE
 MJ1364'AIRPORT SECURITY ESCORTS.  THE STATION IS LOCATED AT THE NORTHEAST
 MJ1364'CORNER OF A 7 M (23.0 FT) SQUARE BASIN ON THE NORTH SIDE OF THE PUMP
 MJ1364'STATION.  THE STATION MARK IS SET 16.3 M (53.5 FT) NORTH-NORTHWEST OF
 MJ1364'THE NORTHEAST CORNER OF THE PUMP STATION, 5.9 M (19.4 FT)
 MJ1364'EAST-SOUTHEAST OF A METAL LIGHT POLE, 0.6 M (2.0 FT) NORTHEAST OF A
 MJ1364'RAILING CORNER AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST CORNER
 MJ1364'OF THE CONCRETE BASIN.  DESCRIBED BY R.D.BALL.
 MJ1364
 MJ1364                          STATION RECOVERY (1997)
 MJ1364
 MJ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1364'AS DESCRIBED WITH CHANGES.  THE STATION IS LOCATED AT THE SOUTHWEST
 MJ1364'CORNER OF EPPLEY AIRFIELD AT THE WEST STORM SEWER PUMPING STATION
 MJ1364'COLLECTION BASIN.  STORM RUNOFF FROM THE AIRFIELD WATERSHED IS
 MJ1364'COLLECTED HERE THEN PUMPED INTO CITY SEWER OR THE MISSOURI RIVER.
 MJ1364'AIRPORT MANAGER IS DONALD SMITHEY PHONE (402) 422-6800.  CONTACT THE
 MJ1364'AIRPORT OPERATIONS DIRECTOR OR THE PLANNING DIRECTOR SEVEN DAYS IN
 MJ1364'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION, PHONE (402) 422-6800.
 MJ1364'TO REACH THE STATION, FOLLOW THE 1995 DESCRIPTION TO GATE H AT THE
 MJ1364'AIRPORT MAINTAINANCE BUILDING ON PRATT COURT.  PASS THROUGH THE GATE
 MJ1364'AND CONTINUE AHEAD AND GO EAST THEN SOUTHEAST FOR 0.25 KM (0.15 MI) TO
 MJ1364'A PAVED SERVICE ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.35 MI
 MJ1364'(0.56 KM) TO THE SERVICE ROAD TERMINUS, A ONE STORY BRICK STORM SEWER
 MJ1364'PUMP STATION ON RIGHT, AND THE STATION IN THE CONCRETE BASIN ON THE
 MJ1364'NORTH SIDE OF THE PUMP STATION. THE MARK IS A NGS HORIZONTAL CONTROL
 MJ1364'DISK COUNTERSUNK INTO THE 92 CM (36 IN) THICK CONCRETE NORTH WALL OF A
 MJ1364'6.5 M (21.3 FT) BY 8.0 M (26.2 FT) BY 9.2 M (30.2 FT) DEEP STORM SEWER
 MJ1364'JUNCTION BOX.  THE STATION IS LOCATED 31.7 M (104.0 FT) WEST FROM THE
 MJ1364'3.7 M (12.1 FT) WIDE CONCRETE SERVICE ROAD CENTER, 24.5 M (80.4 FT)
 MJ1364'WEST-NORTHWEST FROM A METAL LIGHT POLE, 15.9 M (52.2 FT)
 MJ1364'NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF THE BRICK PUMP STATION.
 MJ1364'THE MARK IS COUNTERSUNK 1 CM INTO THE CONCRETE WALL.
 MJ1364
 MJ1364                          STATION RECOVERY (2007)
 MJ1364
 MJ1364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TDD)
 MJ1364'RECOVERED IN GOOD CONDITION.
 MJ1364
 MJ1364                          STATION RECOVERY (2011)
 MJ1364
 MJ1364'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 MJ1364'RECOVERED IN GOOD CONDITION.
 MJ1364
 MJ1364                          STATION RECOVERY (2015)
 MJ1364
 MJ1364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (BLY)
 MJ1364'RECOVERED AS DESCRIBED AND RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0411 ***********************************************************************
 NO0411  DESIGNATION -  PURDUM
 NO0411  PID         -  NO0411
 NO0411  STATE/COUNTY-  NE/CHERRY
 NO0411  COUNTRY     -  US
 NO0411  USGS QUAD   -  KOSHOPAH SW (2017)
 NO0411
 NO0411                         *CURRENT SURVEY CONTROL
 NO0411  ______________________________________________________________________
 NO0411* NAD 83(1995) POSITION- 42 06 14.09968(N) 100 13 19.40437(W)   ADJUSTED
 NO0411* NAVD 88 ORTHO HEIGHT -   869.    (meters)     2851.    (feet) SCALED
 NO0411  ______________________________________________________________________
 NO0411  GEOID HEIGHT    -        -22.073 (meters)                     GEOID18
 NO0411  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 NO0411  HORZ ORDER      -  FIRST
 NO0411
 NO0411.The horizontal coordinates were established by classical geodetic methods
 NO0411.and adjusted by the National Geodetic Survey in August 1997.
 NO0411
 NO0411.The orthometric height was scaled from a topographic map.
 NO0411
 NO0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0411.GEOID18 height accuracy estimate available here.
 NO0411
 NO0411.Click photographs - Photos may exist for this station.
 NO0411
 NO0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0411
 NO0411. The following values were computed from the NAD 83(1995) position.
 NO0411
 NO0411;                    North         East     Units Scale Factor Converg.
 NO0411;SPC NE       -   252,120.616   481,637.682   MT  0.99971302   -0 08 49.8
 NO0411;SPC NE       -   827,165.72  1,580,172.96   sFT  0.99971302   -0 08 49.8
 NO0411;UTM  14      - 4,662,036.617   398,956.209   MT  0.99972563   -0 49 09.9
 NO0411
 NO0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0411!SPC NE       -   0.99986714  x   0.99971302  =   0.99958020
 NO0411!UTM  14      -   0.99986714  x   0.99972563  =   0.99959281
 NO0411
 NO0411:                Primary Azimuth Mark                     Grid Az
 NO0411:SPC NE       -  PURDUM AZ MK                             289 08 36.2
 NO0411:UTM  14      -  PURDUM AZ MK                             289 48 56.3
 NO0411
 NO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9895662036(NAD 83)
 NO0411
 NO0411|---------------------------------------------------------------------|
 NO0411| PID    Reference Object                     Distance      Geod. Az  |
 NO0411|                                                           dddmmss.s |
 NO0411| CO3537 PURDUM RM 2                          29.202 METERS 22123     |
 NO0411| CO3535 PURDUM AZ MK                                       2885946.4 |
 NO0411| CO3536 PURDUM RM 1                          21.332 METERS 35637     |
 NO0411|---------------------------------------------------------------------|
 NO0411
 NO0411                          SUPERSEDED SURVEY CONTROL
 NO0411
 NO0411  NAD 83(1986)-  42 06 14.10328(N)    100 13 19.41101(W) AD(       ) 1
 NO0411  NAD 27      -  42 06 14.09600(N)    100 13 17.93900(W) AD(       ) 1
 NO0411
 NO0411.Superseded values are not recommended for survey control.
 NO0411
 NO0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0411.See file dsdata.pdf to determine how the superseded data were derived.
 NO0411
 NO0411_MARKER: DS = TRIANGULATION STATION DISK
 NO0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0411_STAMPING: PURDUM 1949
 NO0411_MARK LOGO: CGS
 NO0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0411+STABILITY: SURFACE MOTION
 NO0411
 NO0411  HISTORY     - Date     Condition        Report By
 NO0411  HISTORY     - 1949     MONUMENTED       CGS
 NO0411
 NO0411                          STATION DESCRIPTION
 NO0411
 NO0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0411'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0411'ABOUT 2.7 MILES NORTH AND 2.0 MILES EAST OF THE TOWN OF PURDUM,
 NO0411'1.25 MILES NORTH OF CHERRY-BLAINE COUNTY LINE, AND 0.5 MILE SOUTH
 NO0411'OF THE RANCH HOME OF MRS. L.F. NEUBAUER.  IT PROJECTS 6 INCHES
 NO0411'AND IS STAMPED, PURDUM 1949.
 NO0411'
 NO0411'REFERENCE MARK NO. 1 IS ON THE CREST OF A RIDGE NORTH OF THE
 NO0411'STATION AND IS ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 NO0411'IT PROJECTS 4 INCHES AND IS STAMPED, PURDUM NO 1 1949.
 NO0411'
 NO0411'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF A SAND HILL
 NO0411'SOUTHWEST OF THE STATION.  IT IS ABOUT 5.0 FEET BELOW THE
 NO0411'ELEVATION OF THE STATION, PROJECTS 5 INCHES AND IS STAMPED,
 NO0411'PURDUM NO 2 1949.
 NO0411'
 NO0411'AZIMUTH MARK IS 38.0 FEET WEST-NORTHWEST OF THE CENTER OF A
 NO0411'CATTLE GUARD, 24.0 FEET WEST-NORTHWEST OF THE CENTER OF A
 NO0411'ROAD, 1.0 FOOT EAST-SOUTHEAST OF A WITNESS POST, AND 0.5 FOOT
 NO0411'NORTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED, PURDUM
 NO0411'1949.
 NO0411'
 NO0411'TO REACH THE STATION FROM THE GENERAL STORE AND BANK BUILDING
 NO0411'IN PURDUM, GO EAST FOR 0.5 MILE TO A T-INTERSECTION, TURN LEFT
 NO0411'AND GO NORTH FOR 3.5 MILES TO A CATTLE GUARD AND AZIMUTH MARK
 NO0411'ON THE LEFT, CONTINUE NORTH ON MAIN TRAVELED ROAD FOR 0.55 MILE
 NO0411'TO RANCH HOUSE ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO
 NO0411'150 FEET TO A WINDMILL, TURN RIGHT AND GO SOUTH FOR 100 FEET
 NO0411'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTH FOR 0.55
 NO0411'MILE TO THE HIGHEST POINT OF HILL AND THE STATION.
 NO0411'
 NO0411'A 4 FOOT SIGNAL AT LOSH, FINK (USGS), AND KOSHOPAH ARE VISIBLE
 NO0411'AT 4 FEET.
 NO0411'
 NO0411'A 4 FOOT SIGNAL AT KELLER IS VISIBLE AT 4 FEET.
 NO0411'
 NO0411'A 74 FOOT SIGNAL AT GOOSE CREEK (USGS) IS VISIBLE AT 4 FEET.
 NO0411'
 NO0411'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0056 ***********************************************************************
 LH0056  DESIGNATION -  Q
 LH0056  PID         -  LH0056
 LH0056  STATE/COUNTY-  NE/HALL
 LH0056  COUNTRY     -  US
 LH0056  USGS QUAD   -  GRAND ISLAND (2017)
 LH0056
 LH0056                         *CURRENT SURVEY CONTROL
 LH0056  ______________________________________________________________________
 LH0056* NAD 83(1986) POSITION- 40 55 50.     (N) 098 19 49.     (W)   SCALED
 LH0056* NAVD 88 ORTHO HEIGHT -   565.837 (meters)     1856.42  (feet) ADJUSTED
 LH0056  ______________________________________________________________________
 LH0056  GEOID HEIGHT    -        -25.077 (meters)                     GEOID18
 LH0056  DYNAMIC HEIGHT  -        565.539 (meters)     1855.44  (feet) COMP
 LH0056  MODELED GRAVITY -    980,079.7   (mgal)                       NAVD 88
 LH0056
 LH0056  VERT ORDER      -  FIRST     CLASS II
 LH0056
 LH0056.The horizontal coordinates were scaled from a map and have
 LH0056.an estimated accuracy of +/- 6 seconds.
 LH0056
 LH0056.The orthometric height was determined by differential leveling and
 LH0056.adjusted by the NATIONAL GEODETIC SURVEY
 LH0056.in June 1991.
 LH0056
 LH0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0056.GEOID18 height accuracy estimate available here.
 LH0056
 LH0056.Click photographs - Photos may exist for this station.
 LH0056
 LH0056.The dynamic height is computed by dividing the NAVD 88
 LH0056.geopotential number by the normal gravity value computed on the
 LH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0056.degrees latitude (g = 980.6199 gals.).
 LH0056
 LH0056.The modeled gravity was interpolated from observed gravity values.
 LH0056
 LH0056;                    North         East    Units  Estimated Accuracy
 LH0056;SPC NE       -   123,180.      640,580.      MT  (+/- 180 meters Scaled)
 LH0056
 LH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL563312(NAD 83)
 LH0056
 LH0056                          SUPERSEDED SURVEY CONTROL
 LH0056
 LH0056  NGVD 29 (??/??/92)  565.586  (m)         1855.59   (f) ADJ UNCH    1 2
 LH0056
 LH0056.Superseded values are not recommended for survey control.
 LH0056
 LH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0056.See file dsdata.pdf to determine how the superseded data were derived.
 LH0056
 LH0056_MARKER: Q = CHISELED SQUARE
 LH0056_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0056
 LH0056  HISTORY     - Date     Condition        Report By
 LH0056  HISTORY     - 1899     MONUMENTED       CGS
 LH0056  HISTORY     - 1955     POOR             CGS
 LH0056  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0056
 LH0056                          STATION DESCRIPTION
 LH0056
 LH0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LH0056'AT GRAND ISLAND.
 LH0056'AT GRAND ISLAND, HALL COUNTY, 0.5 MILE EAST ALONG THE UNION
 LH0056'PACIFIC RAILROAD FROM THE STATION, AT THE RAILROAD SHOPS, 137.1
 LH0056'FEET NORTH OF THE NORTH EDGE OF A LARGE RAILROAD WATER TANK,
 LH0056'98.8 FEET EAST OF UNION PACIFIC STOREHOUSE 28, 32.7 FEET WEST
 LH0056'OF THE NORTHWEST CORNER OF A WHITE LIMESTONE CAR BARN, 30.1
 LH0056'FEET SOUTH OF THE SOUTH RAIL OF THE FIRST TRACK NORTH OF THE
 LH0056'CAR BARN, AND AT THE CENTER OR A 3-FOOT SQUARE ENCLOSURE
 LH0056'FORMED BY A SMALL WOODEN FENCE BUILT MAINLY OF WHITE WOODEN
 LH0056'WITNESS POST.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 LH0056'LIMESTONE POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- POST
 LH0056'PROJECTS ABOUT 1 FOOT ABOVE GROUND AND IS LOOSE.
 LH0056
 LH0056                          STATION RECOVERY (1990)
 LH0056
 LH0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1165 ***********************************************************************
 NM1165  DESIGNATION -  Q 1
 NM1165  PID         -  NM1165
 NM1165  STATE/COUNTY-  NE/MADISON
 NM1165  COUNTRY     -  US
 NM1165  USGS QUAD   -  NORFOLK (2017)
 NM1165
 NM1165                         *CURRENT SURVEY CONTROL
 NM1165  ______________________________________________________________________
 NM1165* NAD 83(1986) POSITION- 42 03 48.     (N) 097 23 39.     (W)   SCALED
 NM1165* NAVD 88 ORTHO HEIGHT -   473.570 (meters)     1553.70  (feet) ADJUSTED
 NM1165  ______________________________________________________________________
 NM1165  GEOID HEIGHT    -        -24.820 (meters)                     GEOID18
 NM1165  DYNAMIC HEIGHT  -        473.385 (meters)     1553.10  (feet) COMP
 NM1165  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 NM1165
 NM1165  VERT ORDER      -  FIRST     CLASS II
 NM1165
 NM1165.The horizontal coordinates were scaled from a map and have
 NM1165.an estimated accuracy of +/- 6 seconds.
 NM1165
 NM1165.The orthometric height was determined by differential leveling and
 NM1165.adjusted by the NATIONAL GEODETIC SURVEY
 NM1165.in June 1991.
 NM1165
 NM1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1165.GEOID18 height accuracy estimate available here.
 NM1165
 NM1165.Click photographs - Photos may exist for this station.
 NM1165
 NM1165.The dynamic height is computed by dividing the NAVD 88
 NM1165.geopotential number by the normal gravity value computed on the
 NM1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1165.degrees latitude (g = 980.6199 gals.).
 NM1165
 NM1165.The modeled gravity was interpolated from observed gravity values.
 NM1165
 NM1165;                    North         East    Units  Estimated Accuracy
 NM1165;SPC NE       -   250,840.      715,590.      MT  (+/- 180 meters Scaled)
 NM1165
 NM1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM328580(NAD 83)
 NM1165
 NM1165                          SUPERSEDED SURVEY CONTROL
 NM1165
 NM1165  NGVD 29 (??/??/92)  473.383  (m)         1553.09   (f) ADJ UNCH    1 2
 NM1165
 NM1165.Superseded values are not recommended for survey control.
 NM1165
 NM1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1165.See file dsdata.pdf to determine how the superseded data were derived.
 NM1165
 NM1165_MARKER: H = DRILL HOLE
 NM1165_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1165
 NM1165  HISTORY     - Date     Condition        Report By
 NM1165  HISTORY     - 1900     MONUMENTED       CGS
 NM1165  HISTORY     - 1947     GOOD             CGS
 NM1165  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NM1165
 NM1165                          STATION DESCRIPTION
 NM1165
 NM1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1165'2.3 MI NE FROM NORFOLK.
 NM1165'2.3 MI NE ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1165'RAILWAY FROM THE NORFOLK UNION STATION AT NORFOLK, 680.0 FT NE OF
 NM1165'THE CENTER OF A DIRT ROAD CROSSING, 300.0 FT SW OF A 3-FOOT IRON
 NM1165'PIPE CULVERT UNDER THE TRACK AND WHICH HAS STONE HEAD WALLS,
 NM1165'32.5 FT NW OF THE NW RAIL OF THE TRACK, 15.0 FT SE OF THE NW
 NM1165'RIGHT OF WAY FENCE, 12.5 FT N OF MILE POST EMR 44, 1.8 FOOT SW OF
 NM1165'A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF A
 NM1165'STONE POST WHICH HAS BEEN REINFORCED WITH CONCRETE AND IS SURROUNDED
 NM1165'BY THE LETTERS USBM, ABOUT THE SAME ELEVATION AS THE TRACK AND
 NM1165'PROJECTING 0.2 FOOT.
 NM1165
 NM1165                          STATION RECOVERY (1982)
 NM1165
 NM1165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NM1165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0120 ***********************************************************************
 NP0120  DESIGNATION -  Q 10
 NP0120  PID         -  NP0120
 NP0120  STATE/COUNTY-  NE/BOX BUTTE
 NP0120  COUNTRY     -  US
 NP0120  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0120
 NP0120                         *CURRENT SURVEY CONTROL
 NP0120  ______________________________________________________________________
 NP0120* NAD 83(1986) POSITION- 42 01 51.     (N) 102 55 34.     (W)   SCALED
 NP0120* NAVD 88 ORTHO HEIGHT -  1221.859 (meters)     4008.72  (feet) ADJUSTED
 NP0120  ______________________________________________________________________
 NP0120  GEOID HEIGHT    -        -18.822 (meters)                     GEOID18
 NP0120  DYNAMIC HEIGHT  -       1221.127 (meters)     4006.31  (feet) COMP
 NP0120  MODELED GRAVITY -    979,980.4   (mgal)                       NAVD 88
 NP0120
 NP0120  VERT ORDER      -  FIRST     CLASS II
 NP0120
 NP0120.The horizontal coordinates were scaled from a map and have
 NP0120.an estimated accuracy of +/- 6 seconds.
 NP0120
 NP0120.The orthometric height was determined by differential leveling and
 NP0120.adjusted by the NATIONAL GEODETIC SURVEY
 NP0120.in June 1991.
 NP0120
 NP0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0120.GEOID18 height accuracy estimate available here.
 NP0120
 NP0120.Click photographs - Photos may exist for this station.
 NP0120
 NP0120.The dynamic height is computed by dividing the NAVD 88
 NP0120.geopotential number by the normal gravity value computed on the
 NP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0120.degrees latitude (g = 980.6199 gals.).
 NP0120
 NP0120.The modeled gravity was interpolated from observed gravity values.
 NP0120
 NP0120;                    North         East    Units  Estimated Accuracy
 NP0120;SPC NE       -   248,080.      257,810.      MT  (+/- 180 meters Scaled)
 NP0120
 NP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG716552(NAD 83)
 NP0120
 NP0120                          SUPERSEDED SURVEY CONTROL
 NP0120
 NP0120  NGVD 29 (??/??/92) 1221.264  (m)         4006.76   (f) ADJ UNCH    1 2
 NP0120
 NP0120.Superseded values are not recommended for survey control.
 NP0120
 NP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0120.See file dsdata.pdf to determine how the superseded data were derived.
 NP0120
 NP0120_MARKER: DB = BENCH MARK DISK
 NP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0120_STAMPING: Q 10 1933 4006.531
 NP0120_MARK LOGO: CGS
 NP0120_PROJECTION: FLUSH
 NP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0120+STABILITY: SURFACE MOTION
 NP0120
 NP0120  HISTORY     - Date     Condition        Report By
 NP0120  HISTORY     - 1933     MONUMENTED       CGS
 NP0120  HISTORY     - 1956     GOOD             CGS
 NP0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0120
 NP0120                          STATION DESCRIPTION
 NP0120
 NP0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0120'5.5 MI SW FROM ALLIANCE.
 NP0120'5.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0120'RAILROAD FROM THE STATION AT ALLIANCE, 40 FEET SOUTHEAST OF THE
 NP0120'CENTER OF A ROAD CROSSING, 31.3 FEET EAST OF THE EAST RAIL, 58
 NP0120'FEET NORTHWEST OF TELEPHONE POLE 2160, 1.5 FEET WEST OF A WITNESS
 NP0120'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0120'GROUND, IN SECTION 30, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0120
 NP0120                          STATION RECOVERY (1985)
 NP0120
 NP0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0120'NOT RECOVERED.  GRADING AND FILL IN THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0289 ***********************************************************************
 NP0289  DESIGNATION -  Q 11
 NP0289  PID         -  NP0289
 NP0289  STATE/COUNTY-  NE/DAWES
 NP0289  COUNTRY     -  US
 NP0289  USGS QUAD   -  BELMONT (2017)
 NP0289
 NP0289                         *CURRENT SURVEY CONTROL
 NP0289  ______________________________________________________________________
 NP0289* NAD 83(1986) POSITION- 42 31 57.     (N) 103 21 04.     (W)   SCALED
 NP0289* NAVD 88 ORTHO HEIGHT -  1349.109 (meters)     4426.20  (feet) ADJUSTED
 NP0289  ______________________________________________________________________
 NP0289  GEOID HEIGHT    -        -17.821 (meters)                     GEOID18
 NP0289  DYNAMIC HEIGHT  -       1348.297 (meters)     4423.54  (feet) COMP
 NP0289  MODELED GRAVITY -    979,972.8   (mgal)                       NAVD 88
 NP0289
 NP0289  VERT ORDER      -  FIRST     CLASS II
 NP0289
 NP0289.The horizontal coordinates were scaled from a map and have
 NP0289.an estimated accuracy of +/- 6 seconds.
 NP0289
 NP0289.The orthometric height was determined by differential leveling and
 NP0289.adjusted by the NATIONAL GEODETIC SURVEY
 NP0289.in June 1991.
 NP0289
 NP0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0289.GEOID18 height accuracy estimate available here.
 NP0289
 NP0289.Click photographs - Photos may exist for this station.
 NP0289
 NP0289.The dynamic height is computed by dividing the NAVD 88
 NP0289.geopotential number by the normal gravity value computed on the
 NP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0289.degrees latitude (g = 980.6199 gals.).
 NP0289
 NP0289.The modeled gravity was interpolated from observed gravity values.
 NP0289
 NP0289;                    North         East    Units  Estimated Accuracy
 NP0289;SPC NE       -   305,030.      224,800.      MT  (+/- 180 meters Scaled)
 NP0289
 NP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354102(NAD 83)
 NP0289
 NP0289                          SUPERSEDED SURVEY CONTROL
 NP0289
 NP0289  NGVD 29 (??/??/92) 1348.420  (m)         4423.94   (f) ADJ UNCH    1 2
 NP0289
 NP0289.Superseded values are not recommended for survey control.
 NP0289
 NP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0289.See file dsdata.pdf to determine how the superseded data were derived.
 NP0289
 NP0289_MARKER: DB = BENCH MARK DISK
 NP0289_STAMPING: Q 11 1933 4423.472
 NP0289_MARK LOGO: CGS
 NP0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0289
 NP0289  HISTORY     - Date     Condition        Report By
 NP0289  HISTORY     - 1933     MONUMENTED       CGS
 NP0289  HISTORY     - 1956     GOOD             CGS
 NP0289  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0289  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0289
 NP0289                          STATION DESCRIPTION
 NP0289
 NP0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0289'7.9 MI N FROM MARSLAND.
 NP0289'7.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0289'FROM THE STATION SIGN AT MARSLAND, AT A PRIVATE ROAD CROSSING,
 NP0289'38 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET SOUTHEAST OF THE
 NP0289'CENTER LINE OF A PRIVATE ROAD, 9.5 FEET SOUTH OF THE SOUTHEAST
 NP0289'END OF A STEEL GATE, 7.7 FEET SOUTHWEST OF A FENCE, 2 FEET
 NP0289'NORTHWEST OF A WITNESS POST, IN SECTION 31, TOWNSHIP 30 NORTH,
 NP0289'RANGE 51 WEST.
 NP0289
 NP0289                          STATION RECOVERY (1976)
 NP0289
 NP0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0289'MARK NOT FOUND.
 NP0289
 NP0289                          STATION RECOVERY (1985)
 NP0289
 NP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0289'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0709 ***********************************************************************
 ML0709  DESIGNATION -  Q 116
 ML0709  PID         -  ML0709
 ML0709  STATE/COUNTY-  NE/SHERMAN
 ML0709  COUNTRY     -  US
 ML0709  USGS QUAD   -  ARCADIA SE (2017)
 ML0709
 ML0709                         *CURRENT SURVEY CONTROL
 ML0709  ______________________________________________________________________
 ML0709* NAD 83(1986) POSITION- 41 16 47.     (N) 099 04 14.     (W)   SCALED
 ML0709* NAVD 88 ORTHO HEIGHT -   678.394 (meters)     2225.70  (feet) ADJUSTED
 ML0709  ______________________________________________________________________
 ML0709  GEOID HEIGHT    -        -23.773 (meters)                     GEOID18
 ML0709  DYNAMIC HEIGHT  -        678.041 (meters)     2224.54  (feet) COMP
 ML0709  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 ML0709
 ML0709  VERT ORDER      -  SECOND    CLASS 0
 ML0709
 ML0709.The horizontal coordinates were scaled from a map and have
 ML0709.an estimated accuracy of +/- 6 seconds.
 ML0709
 ML0709.The orthometric height was determined by differential leveling and
 ML0709.adjusted by the NATIONAL GEODETIC SURVEY
 ML0709.in June 1991.
 ML0709
 ML0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0709.GEOID18 height accuracy estimate available here.
 ML0709
 ML0709.Click photographs - Photos may exist for this station.
 ML0709
 ML0709.The dynamic height is computed by dividing the NAVD 88
 ML0709.geopotential number by the normal gravity value computed on the
 ML0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0709.degrees latitude (g = 980.6199 gals.).
 ML0709
 ML0709.The modeled gravity was interpolated from observed gravity values.
 ML0709
 ML0709;                    North         East    Units  Estimated Accuracy
 ML0709;SPC NE       -   161,000.      577,840.      MT  (+/- 180 meters Scaled)
 ML0709
 ML0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML940698(NAD 83)
 ML0709
 ML0709                          SUPERSEDED SURVEY CONTROL
 ML0709
 ML0709  NGVD 29 (??/??/92)  678.146  (m)         2224.88   (f) ADJ UNCH    2 0
 ML0709
 ML0709.Superseded values are not recommended for survey control.
 ML0709
 ML0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0709.See file dsdata.pdf to determine how the superseded data were derived.
 ML0709
 ML0709_MARKER: DB = BENCH MARK DISK
 ML0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0709_STAMPING: Q 116 1934
 ML0709_MARK LOGO: CGS
 ML0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0709+STABILITY: SURFACE MOTION
 ML0709
 ML0709  HISTORY     - Date     Condition        Report By
 ML0709  HISTORY     - 1934     MONUMENTED       CGS
 ML0709  HISTORY     - 1949     GOOD             USGS
 ML0709  HISTORY     - 20100714 MARK NOT FOUND   NEGS
 ML0709
 ML0709                          STATION DESCRIPTION
 ML0709
 ML0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0709'5.5 MI W FROM LOUP CITY.
 ML0709'5.5 MILES WEST OF COURT HOUSE BY HIGHWAY.  ALONG NEBRASKA
 ML0709'STATE HIGHWAY NUMBER 92 BETWEEN LOUP CITY AND ANSLEY NEAR A
 ML0709'CROSS ROAD.  44 FEET WEST OF CENTER LINE OF CROSS ROAD, 33.6
 ML0709'FEET SOUTH OF CENTER LINE OF HIGHWAY, 14 FEET WEST OF CORNER
 ML0709'POST, AND 4 FEET SOUTH OF RIGHT OF WAY FENCE, AND 33.6 FEET
 ML0709'NORTH OF CENTERLINE OF THE HIGHWAY.
 ML0709
 ML0709                          STATION RECOVERY (1949)
 ML0709
 ML0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0709'RECOVERED IN GOOD CONDITION.
 ML0709
 ML0709                          STATION RECOVERY (2010)
 ML0709
 ML0709'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0710 ***********************************************************************
 ML0710  DESIGNATION -  Q 116 RESET
 ML0710  PID         -  ML0710
 ML0710  STATE/COUNTY-  NE/SHERMAN
 ML0710  COUNTRY     -  US
 ML0710  USGS QUAD   -  ARCADIA SE (2017)
 ML0710
 ML0710                         *CURRENT SURVEY CONTROL
 ML0710  ______________________________________________________________________
 ML0710* NAD 83(1986) POSITION- 41 16 47.     (N) 099 04 15.     (W)   SCALED
 ML0710* NAVD 88 ORTHO HEIGHT -   677.57  (meters)     2223.0   (feet) RESET
 ML0710  ______________________________________________________________________
 ML0710  GEOID HEIGHT    -        -23.772 (meters)                     GEOID18
 ML0710  VERT ORDER      -  THIRD
 ML0710
 ML0710.The horizontal coordinates were scaled from a map and have
 ML0710.an estimated accuracy of +/- 6 seconds.
 ML0710
 ML0710.The orthometric height was computed from unverified reset data.
 ML0710
 ML0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0710.GEOID18 height accuracy estimate available here.
 ML0710
 ML0710.Click photographs - Photos may exist for this station.
 ML0710
 ML0710;                    North         East    Units  Estimated Accuracy
 ML0710;SPC NE       -   161,000.      577,820.      MT  (+/- 180 meters Scaled)
 ML0710
 ML0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML940698(NAD 83)
 ML0710
 ML0710                          SUPERSEDED SURVEY CONTROL
 ML0710
 ML0710  NGVD 29 (??/??/??)  677.32   (m)         2222.2    (f) RESET       3  
 ML0710
 ML0710.Superseded values are not recommended for survey control.
 ML0710
 ML0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0710.See file dsdata.pdf to determine how the superseded data were derived.
 ML0710
 ML0710_MARKER: DB = BENCH MARK DISK
 ML0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0710_STAMPING: Q 116 RESET 1950
 ML0710_MARK LOGO: CGS
 ML0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0710+STABILITY: SURFACE MOTION
 ML0710
 ML0710  HISTORY     - Date     Condition        Report By
 ML0710  HISTORY     - 1950     MONUMENTED       NEDR
 ML0710  HISTORY     - 20100714 MARK NOT FOUND   NEGS
 ML0710
 ML0710                          STATION DESCRIPTION
 ML0710
 ML0710'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 ML0710'5.5 MI W FROM LOUP CITY.
 ML0710'5.5 MILES WEST ALONG STATE HIGHWAY 92 FROM THE COUNTY COURTHOUSE
 ML0710'AT LOUP CITY, SHERMAN COUNTY, AT A ROAD INTERSECTION, 66 FEET
 ML0710'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 44 FEET WEST OF
 ML0710'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 116
 ML0710'RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
 ML0710
 ML0710                          STATION RECOVERY (2010)
 ML0710
 ML0710'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0710'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0086 ***********************************************************************
 ML0086  DESIGNATION -  Q 118
 ML0086  PID         -  ML0086
 ML0086  STATE/COUNTY-  NE/GREELEY
 ML0086  COUNTRY     -  US
 ML0086  USGS QUAD   -  SPALDING (2017)
 ML0086
 ML0086                         *CURRENT SURVEY CONTROL
 ML0086  ______________________________________________________________________
 ML0086* NAD 83(1986) POSITION- 41 41 27.     (N) 098 22 05.     (W)   SCALED
 ML0086* NAVD 88 ORTHO HEIGHT -   579.663 (meters)     1901.78  (feet) ADJUSTED
 ML0086  ______________________________________________________________________
 ML0086  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 ML0086  DYNAMIC HEIGHT  -        579.387 (meters)     1900.87  (feet) COMP
 ML0086  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 ML0086
 ML0086  VERT ORDER      -  SECOND    CLASS 0
 ML0086
 ML0086.The horizontal coordinates were scaled from a map and have
 ML0086.an estimated accuracy of +/- 6 seconds.
 ML0086
 ML0086.The orthometric height was determined by differential leveling and
 ML0086.adjusted by the NATIONAL GEODETIC SURVEY
 ML0086.in June 1991.
 ML0086
 ML0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0086.GEOID18 height accuracy estimate available here.
 ML0086
 ML0086.Click photographs - Photos may exist for this station.
 ML0086
 ML0086.The dynamic height is computed by dividing the NAVD 88
 ML0086.geopotential number by the normal gravity value computed on the
 ML0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0086.degrees latitude (g = 980.6199 gals.).
 ML0086
 ML0086.The modeled gravity was interpolated from observed gravity values.
 ML0086
 ML0086;                    North         East    Units  Estimated Accuracy
 ML0086;SPC NE       -   207,510.      635,810.      MT  (+/- 180 meters Scaled)
 ML0086
 ML0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM525156(NAD 83)
 ML0086
 ML0086                          SUPERSEDED SURVEY CONTROL
 ML0086
 ML0086  NGVD 29 (??/??/92)  579.422  (m)         1900.99   (f) ADJ UNCH    2 0
 ML0086
 ML0086.Superseded values are not recommended for survey control.
 ML0086
 ML0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0086.See file dsdata.pdf to determine how the superseded data were derived.
 ML0086
 ML0086_MARKER: DB = BENCH MARK DISK
 ML0086_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0086_STAMPING: Q 118 1935
 ML0086_MARK LOGO: CGS
 ML0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0086
 ML0086  HISTORY     - Date     Condition        Report By
 ML0086  HISTORY     - 1935     MONUMENTED       CGS
 ML0086  HISTORY     - 1938     GOOD             CGS
 ML0086  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0086
 ML0086                          STATION DESCRIPTION
 ML0086
 ML0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0086'0.3 MI NW FROM SPALDING.
 ML0086'0.3 OF A MILE NORTHWEST OF THE POST OFFICE AT SPALDING, ALONG
 ML0086'U.S. HIGHWAY NO. 281 AT THE NORTHWEST CORNER OF THE VILLAGE OF
 ML0086'SPALDING, AT THE FOOT OF A LONG HILL, 210 FEET NORTHEAST OF THE
 ML0086'NORTHEAST CORNER OF A SERVICE STATION BUILDING, 47.6 FEET NORTH
 ML0086'OF THE CENTER OF A STREET WHICH IS TWO BLOCKS NORTH OF THE MAIN
 ML0086'STREET, 35.4 FEET EAST OF THE CENTER OF THE HIGHWAY, 22.8 FEET
 ML0086'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT.  A
 ML0086'STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0086
 ML0086                          STATION RECOVERY (1954)
 ML0086
 ML0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0023 ***********************************************************************
 LG0023  DESIGNATION -  Q 12
 LG0023  PID         -  LG0023
 LG0023  STATE/COUNTY-  NE/OTOE
 LG0023  COUNTRY     -  US
 LG0023  USGS QUAD   -  UNADILLA (2017)
 LG0023
 LG0023                         *CURRENT SURVEY CONTROL
 LG0023  ______________________________________________________________________
 LG0023* NAD 83(1986) POSITION- 40 40 50.     (N) 096 16 14.     (W)   SCALED
 LG0023* NAVD 88 ORTHO HEIGHT -   326.851 (meters)     1072.34  (feet) ADJUSTED
 LG0023  ______________________________________________________________________
 LG0023  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 LG0023  DYNAMIC HEIGHT  -        326.698 (meters)     1071.84  (feet) COMP
 LG0023  MODELED GRAVITY -    980,148.8   (mgal)                       NAVD 88
 LG0023
 LG0023  VERT ORDER      -  FIRST     CLASS II
 LG0023
 LG0023.The horizontal coordinates were scaled from a map and have
 LG0023.an estimated accuracy of +/- 6 seconds.
 LG0023
 LG0023.The orthometric height was determined by differential leveling and
 LG0023.adjusted by the NATIONAL GEODETIC SURVEY
 LG0023.in June 1991.
 LG0023
 LG0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0023.GEOID18 height accuracy estimate available here.
 LG0023
 LG0023.Click photographs - Photos may exist for this station.
 LG0023
 LG0023.The dynamic height is computed by dividing the NAVD 88
 LG0023.geopotential number by the normal gravity value computed on the
 LG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0023.degrees latitude (g = 980.6199 gals.).
 LG0023
 LG0023.The modeled gravity was interpolated from observed gravity values.
 LG0023
 LG0023;                    North         East    Units  Estimated Accuracy
 LG0023;SPC NE       -   100,860.      815,120.      MT  (+/- 180 meters Scaled)
 LG0023
 LG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL306068(NAD 83)
 LG0023
 LG0023                          SUPERSEDED SURVEY CONTROL
 LG0023
 LG0023  NGVD 29 (??/??/92)  326.748  (m)         1072.01   (f) ADJ UNCH    1 2
 LG0023
 LG0023.Superseded values are not recommended for survey control.
 LG0023
 LG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0023.See file dsdata.pdf to determine how the superseded data were derived.
 LG0023
 LG0023_MARKER: DB = BENCH MARK DISK
 LG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0023_STAMPING: 1071.484 Q 12 1933
 LG0023_MARK LOGO: CGS
 LG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0023+STABILITY: SURFACE MOTION
 LG0023
 LG0023  HISTORY     - Date     Condition        Report By
 LG0023  HISTORY     - 1933     MONUMENTED       CGS
 LG0023  HISTORY     - 1940     GOOD             CGS
 LG0023  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG0023
 LG0023                          STATION DESCRIPTION
 LG0023
 LG0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0023'AT UNADILLA.
 LG0023'AT UNADILLA, OTOE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0023'RAILROAD, 90 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2,
 LG0023'31 FEET NORTHWEST OF A SWITCH STAND, 30 FEET NORTH OF THE
 LG0023'CENTERLINE OF THE TRACK, 6 FEET WEST OF A POLE, IN LINE WITH THE
 LG0023'ROW OF POLES, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LG0023'STANDARD DISK, STAMPED 1071.484 Q 12 1933 AND SET IN THE TOP OF A
 LG0023'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0023
 LG0023                          STATION RECOVERY (1966)
 LG0023
 LG0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0043 ***********************************************************************
 MM0043  DESIGNATION -  Q 120
 MM0043  PID         -  MM0043
 MM0043  STATE/COUNTY-  NE/CUSTER
 MM0043  COUNTRY     -  US
 MM0043  USGS QUAD   -  ARNOLD (2017)
 MM0043
 MM0043                         *CURRENT SURVEY CONTROL
 MM0043  ______________________________________________________________________
 MM0043* NAD 83(1986) POSITION- 41 25 35.     (N) 100 12 05.     (W)   SCALED
 MM0043* NAVD 88 ORTHO HEIGHT -   827.092 (meters)     2713.55  (feet) ADJUSTED
 MM0043  ______________________________________________________________________
 MM0043  GEOID HEIGHT    -        -21.986 (meters)                     GEOID18
 MM0043  DYNAMIC HEIGHT  -        826.655 (meters)     2712.12  (feet) COMP
 MM0043  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 MM0043
 MM0043  VERT ORDER      -  SECOND    CLASS 0
 MM0043
 MM0043.The horizontal coordinates were scaled from a map and have
 MM0043.an estimated accuracy of +/- 6 seconds.
 MM0043
 MM0043.The orthometric height was determined by differential leveling and
 MM0043.adjusted by the NATIONAL GEODETIC SURVEY
 MM0043.in June 1991.
 MM0043
 MM0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0043.GEOID18 height accuracy estimate available here.
 MM0043
 MM0043.Click photographs - Photos may exist for this station.
 MM0043
 MM0043.The dynamic height is computed by dividing the NAVD 88
 MM0043.geopotential number by the normal gravity value computed on the
 MM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0043.degrees latitude (g = 980.6199 gals.).
 MM0043
 MM0043.The modeled gravity was interpolated from observed gravity values.
 MM0043
 MM0043;                    North         East    Units  Estimated Accuracy
 MM0043;SPC NE       -   176,890.      483,170.      MT  (+/- 180 meters Scaled)
 MM0043
 MM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL996867(NAD 83)
 MM0043
 MM0043                          SUPERSEDED SURVEY CONTROL
 MM0043
 MM0043  NGVD 29 (??/??/92)  826.840  (m)         2712.72   (f) ADJ UNCH    2 0
 MM0043
 MM0043.Superseded values are not recommended for survey control.
 MM0043
 MM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0043.See file dsdata.pdf to determine how the superseded data were derived.
 MM0043
 MM0043_MARKER: DB = BENCH MARK DISK
 MM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0043_STAMPING: Q 120 1934
 MM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0043+STABILITY: SURFACE MOTION
 MM0043
 MM0043  HISTORY     - Date     Condition        Report By
 MM0043  HISTORY     - 1934     MONUMENTED       CGS
 MM0043  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0043
 MM0043                          STATION DESCRIPTION
 MM0043
 MM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0043'0.6 MI NW FROM ARNOLD.
 MM0043'ABOUT 0.6 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0043'THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT 11 POLES EAST OF
 MM0043'MILEPOST 84, AT A ROAD CROSSING, 41.5 FEET NORTHEAST OF THE
 MM0043'NORTHEAST RAIL OF THE MAIN TRACK, 29 FEET NORTHWEST OF THE CENTER
 MM0043'LINE OF THE ROAD, AND 10 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 MM0043'A STANDARD DISK, STAMPED Q 120 1934 AND SET IN THE TOP OF A CONCRETE
 MM0043'POST.
 MM0043
 MM0043                          STATION RECOVERY (1972)
 MM0043
 MM0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0220 ***********************************************************************
 NN0220  DESIGNATION -  Q 121
 NN0220  PID         -  NN0220
 NN0220  STATE/COUNTY-  NE/HOLT
 NN0220  COUNTRY     -  US
 NN0220  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0220
 NN0220                         *CURRENT SURVEY CONTROL
 NN0220  ______________________________________________________________________
 NN0220* NAD 83(1986) POSITION- 42 07 56.     (N) 098 39 04.     (W)   SCALED
 NN0220* NAVD 88 ORTHO HEIGHT -   627.207 (meters)     2057.76  (feet) ADJUSTED
 NN0220  ______________________________________________________________________
 NN0220  GEOID HEIGHT    -        -23.972 (meters)                     GEOID18
 NN0220  DYNAMIC HEIGHT  -        626.946 (meters)     2056.91  (feet) COMP
 NN0220  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 NN0220
 NN0220  VERT ORDER      -  SECOND    CLASS 0
 NN0220
 NN0220.The horizontal coordinates were scaled from a map and have
 NN0220.an estimated accuracy of +/- 6 seconds.
 NN0220
 NN0220.The orthometric height was determined by differential leveling and
 NN0220.adjusted by the NATIONAL GEODETIC SURVEY
 NN0220.in June 1991.
 NN0220
 NN0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0220.GEOID18 height accuracy estimate available here.
 NN0220
 NN0220.Click photographs - Photos may exist for this station.
 NN0220
 NN0220.The dynamic height is computed by dividing the NAVD 88
 NN0220.geopotential number by the normal gravity value computed on the
 NN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0220.degrees latitude (g = 980.6199 gals.).
 NN0220
 NN0220.The modeled gravity was interpolated from observed gravity values.
 NN0220
 NN0220;                    North         East    Units  Estimated Accuracy
 NN0220;SPC NE       -   256,110.      611,490.      MT  (+/- 180 meters Scaled)
 NN0220
 NN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288645(NAD 83)
 NN0220
 NN0220                          SUPERSEDED SURVEY CONTROL
 NN0220
 NN0220  NGVD 29 (??/??/92)  626.984  (m)         2057.03   (f) ADJ UNCH    2 0
 NN0220
 NN0220.Superseded values are not recommended for survey control.
 NN0220
 NN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0220.See file dsdata.pdf to determine how the superseded data were derived.
 NN0220
 NN0220_MARKER: DB = BENCH MARK DISK
 NN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0220_STAMPING: Q 121 1935
 NN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0220+STABILITY: SURFACE MOTION
 NN0220
 NN0220  HISTORY     - Date     Condition        Report By
 NN0220  HISTORY     - 1935     MONUMENTED       CGS
 NN0220  HISTORY     - 1938     GOOD             CGS
 NN0220
 NN0220                          STATION DESCRIPTION
 NN0220
 NN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0220'19.1 MI N FROM BARTLETT.
 NN0220'IN HOLT COUNTY, 19.1 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 NN0220'THE COURTHOUSE AT BARTLETT, WHEELER COUNTY, 21.5 MILES SOUTH
 NN0220'OF THE COURTHOUSE AT O NEILL, HOLT COUNTY, AT A ROAD INTERSECTION,
 NN0220'44.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET EAST
 NN0220'OF THE CENTER LINE OF THE HIGHWAY, AND 23.5 FEET NORTHEAST OF
 NN0220'THE NORTHEAST CORNER OF A CONCRETE CULVERT.  A STANDARD DISK,
 NN0220'STAMPED Q 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0220
 NN0220                          STATION RECOVERY (1938)
 NN0220
 NN0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NN0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0572 ***********************************************************************
 LH0572  DESIGNATION -  Q 122 RESET
 LH0572  PID         -  LH0572
 LH0572  STATE/COUNTY-  NE/BUFFALO
 LH0572  COUNTRY     -  US
 LH0572  USGS QUAD   -  PLEASANTON (2017)
 LH0572
 LH0572                         *CURRENT SURVEY CONTROL
 LH0572  ______________________________________________________________________
 LH0572* NAD 83(1986) POSITION- 40 57 49.     (N) 099 05 00.     (W)   SCALED
 LH0572* NAVD 88 ORTHO HEIGHT -   633.99  (+/-2cm)     2080.0   (feet) VERTCON
 LH0572  ______________________________________________________________________
 LH0572  GEOID HEIGHT    -        -24.046 (meters)                     GEOID18
 LH0572  VERT ORDER      -  THIRD (See Below)
 LH0572
 LH0572.The horizontal coordinates were scaled from a map and have
 LH0572.an estimated accuracy of +/- 6 seconds.
 LH0572
 LH0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0572
 LH0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0572.GEOID18 height accuracy estimate available here.
 LH0572
 LH0572.The vertical order pertains to the NGVD 29 superseded value.
 LH0572
 LH0572.Click photographs - Photos may exist for this station.
 LH0572
 LH0572;                    North         East    Units  Estimated Accuracy
 LH0572;SPC NE       -   125,900.      577,140.      MT  (+/- 180 meters Scaled)
 LH0572
 LH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929347(NAD 83)
 LH0572
 LH0572                          SUPERSEDED SURVEY CONTROL
 LH0572
 LH0572  NGVD 29 (01/31/13)  633.75   (m)         2079.2    (f) RESET       3  
 LH0572
 LH0572.Superseded values are not recommended for survey control.
 LH0572
 LH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0572.See file dsdata.pdf to determine how the superseded data were derived.
 LH0572
 LH0572_MARKER: DV = VERTICAL CONTROL DISK
 LH0572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0572_SP_SET: CULVERT HEADWALL
 LH0572_STAMPING: Q 122 RESET 1975
 LH0572_MARK LOGO: NGS
 LH0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0572+STABILITY: SURFACE MOTION
 LH0572
 LH0572  HISTORY     - Date     Condition        Report By
 LH0572  HISTORY     - 1975     MONUMENTED       NGS
 LH0572  HISTORY     - 20190917 MARK NOT FOUND   NDOT
 LH0572
 LH0572                          STATION DESCRIPTION
 LH0572
 LH0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0572'AT PLEASANTON.
 LH0572'AT PLEASANTON, 22.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LH0572'TOLLEFSEN-ELLIOTT LUMBER COMPANY BUILDING, CEMENTED IN A DRILL
 LH0572'HOLE IN THE SOUTHWEST CORNER OF HEADWALL FOR TWIN 24-INCH
 LH0572'CULVERTS CROSSING THE MAIN STREET IN PLEASANTON.  A STANDARD
 LH0572'DISK, STAMPED Q 122 RESET 1975.
 LH0572
 LH0572                          STATION RECOVERY (2019)
 LH0572
 LH0572'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 LH0572'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0488 ***********************************************************************
 ML0488  DESIGNATION -  Q 125
 ML0488  PID         -  ML0488
 ML0488  STATE/COUNTY-  NE/VALLEY
 ML0488  COUNTRY     -  US
 ML0488  USGS QUAD   -  ORD SE (2017)
 ML0488
 ML0488                         *CURRENT SURVEY CONTROL
 ML0488  ______________________________________________________________________
 ML0488* NAD 83(1986) POSITION- 41 34 03.     (N) 098 49 10.     (W)   SCALED
 ML0488* NAVD 88 ORTHO HEIGHT -   613.403 (meters)     2012.47  (feet) ADJUSTED
 ML0488  ______________________________________________________________________
 ML0488  GEOID HEIGHT    -        -24.078 (meters)                     GEOID18
 ML0488  DYNAMIC HEIGHT  -        613.107 (meters)     2011.50  (feet) COMP
 ML0488  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 ML0488
 ML0488  VERT ORDER      -  SECOND    CLASS 0
 ML0488
 ML0488.The horizontal coordinates were scaled from a map and have
 ML0488.an estimated accuracy of +/- 6 seconds.
 ML0488
 ML0488.The orthometric height was determined by differential leveling and
 ML0488.adjusted by the NATIONAL GEODETIC SURVEY
 ML0488.in June 1991.
 ML0488
 ML0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0488.GEOID18 height accuracy estimate available here.
 ML0488
 ML0488.Click photographs - Photos may exist for this station.
 ML0488
 ML0488.The dynamic height is computed by dividing the NAVD 88
 ML0488.geopotential number by the normal gravity value computed on the
 ML0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0488.degrees latitude (g = 980.6199 gals.).
 ML0488
 ML0488.The modeled gravity was interpolated from observed gravity values.
 ML0488
 ML0488;                    North         East    Units  Estimated Accuracy
 ML0488;SPC NE       -   193,210.      598,430.      MT  (+/- 180 meters Scaled)
 ML0488
 ML0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM150017(NAD 83)
 ML0488
 ML0488                          SUPERSEDED SURVEY CONTROL
 ML0488
 ML0488  NGVD 29 (??/??/92)  613.154  (m)         2011.66   (f) ADJ UNCH    2 0
 ML0488
 ML0488.Superseded values are not recommended for survey control.
 ML0488
 ML0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0488.See file dsdata.pdf to determine how the superseded data were derived.
 ML0488
 ML0488_MARKER: DB = BENCH MARK DISK
 ML0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0488_STAMPING: Q 125 1935
 ML0488_MARK LOGO: CGS
 ML0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0488+STABILITY: SURFACE MOTION
 ML0488
 ML0488  HISTORY     - Date     Condition        Report By
 ML0488  HISTORY     - 1935     MONUMENTED       CGS
 ML0488  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0488  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0488
 ML0488                          STATION DESCRIPTION
 ML0488
 ML0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0488'6.4 MI SE FROM ORD.
 ML0488'6.4 MILES SOUTHEAST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0488'RAILROAD BETWEEN ST. PAUL AND ORD, 850 FEET WEST OF THE RR
 ML0488'CULVERT NO. 54.49, 169 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 ML0488'11 CROSSING THE RAILROAD TRACKS, 46 FEET SOUTH OF THE SOUTH RAIL
 ML0488'OF THE MAIN TRACK, 25 FEET NORTH OF THE CENTER LINE OF HIGHWAY 11
 ML0488'AT THE WEST END OF A CURVE.
 ML0488
 ML0488                          STATION RECOVERY (1954)
 ML0488
 ML0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0488'MARK NOT FOUND.
 ML0488
 ML0488                          STATION RECOVERY (1985)
 ML0488
 ML0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0453 ***********************************************************************
 NN0453  DESIGNATION -  Q 126
 NN0453  PID         -  NN0453
 NN0453  STATE/COUNTY-  NE/HOLT
 NN0453  COUNTRY     -  US
 NN0453  USGS QUAD   -  ABBOTT RANCH (2017)
 NN0453
 NN0453                         *CURRENT SURVEY CONTROL
 NN0453  ______________________________________________________________________
 NN0453* NAD 83(1986) POSITION- 42 07 02.     (N) 099 03 40.     (W)   SCALED
 NN0453* NAVD 88 ORTHO HEIGHT -   708.039 (meters)     2322.96  (feet) ADJUSTED
 NN0453  ______________________________________________________________________
 NN0453  GEOID HEIGHT    -        -23.414 (meters)                     GEOID18
 NN0453  DYNAMIC HEIGHT  -        707.727 (meters)     2321.93  (feet) COMP
 NN0453  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 NN0453
 NN0453  VERT ORDER      -  SECOND    CLASS 0
 NN0453
 NN0453.The horizontal coordinates were scaled from a map and have
 NN0453.an estimated accuracy of +/- 6 seconds.
 NN0453
 NN0453.The orthometric height was determined by differential leveling and
 NN0453.adjusted by the NATIONAL GEODETIC SURVEY
 NN0453.in June 1991.
 NN0453
 NN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0453.GEOID18 height accuracy estimate available here.
 NN0453
 NN0453.Click photographs - Photos may exist for this station.
 NN0453
 NN0453.The dynamic height is computed by dividing the NAVD 88
 NN0453.geopotential number by the normal gravity value computed on the
 NN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0453.degrees latitude (g = 980.6199 gals.).
 NN0453
 NN0453.The modeled gravity was interpolated from observed gravity values.
 NN0453
 NN0453;                    North         East    Units  Estimated Accuracy
 NN0453;SPC NE       -   254,000.      577,620.      MT  (+/- 180 meters Scaled)
 NN0453
 NN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM949627(NAD 83)
 NN0453
 NN0453                          SUPERSEDED SURVEY CONTROL
 NN0453
 NN0453  NGVD 29 (??/??/92)  707.782  (m)         2322.11   (f) ADJ UNCH    2 0
 NN0453
 NN0453.Superseded values are not recommended for survey control.
 NN0453
 NN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0453.See file dsdata.pdf to determine how the superseded data were derived.
 NN0453
 NN0453_MARKER: DB = BENCH MARK DISK
 NN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0453_STAMPING: Q 126 1935
 NN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0453+STABILITY: SURFACE MOTION
 NN0453
 NN0453  HISTORY     - Date     Condition        Report By
 NN0453  HISTORY     - 1935     MONUMENTED       CGS
 NN0453  HISTORY     - 1964     GOOD             CGS
 NN0453  HISTORY     - 1976     GOOD             USGS
 NN0453
 NN0453                          STATION DESCRIPTION
 NN0453
 NN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0453'24.6 MI N FROM BURWELL.
 NN0453'IN HOLT COUNTY, 24.6 MILES NORTH ALONG STATE HIGHWAY 11 FROM
 NN0453'THE COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 0.2 MILE EAST
 NN0453'OF A CURVE, AT A ROAD INTERSECTION, 42.3 FEET WEST OF THE CENTER
 NN0453'LINE OF THE ROAD, 35.7 FEET SOUTH OF THE CENTER LINE OF THE
 NN0453'HIGHWAY, AND 13.3 FEET WEST OF A CORNER POST.  A STANDARD DISK,
 NN0453'STAMPED Q 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0453'NOTE-- A NEW STEEL WITNESS POST, 1 FOOT WEST.  THIS MARK IS
 NN0453'REACHED FROM THE BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST
 NN0453'EDGE OF BURWELL BY GOING NORTH AND EAST ON STATE HIGHWAYS 11
 NN0453'AND 91 FOR 1.1 MILES TO THEIR JUNCTION.  TURN LEFT AND GO NORTH
 NN0453'ON STATE HIGHWAY 11 FOR 24.4 MILES TO THE BENCH MARK ON THE RIGHT.
 NN0453'THIS MARK IS ABOUT 1 MILE WEST OF A SCHOOLHOUSE AND 8.2 MILES
 NN0453'SOUTH AND WEST ALONG STATE HIGHWAY 95 WHICH GOES EAST TO FREMONT.
 NN0453
 NN0453                          STATION RECOVERY (1964)
 NN0453
 NN0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0453'RECOVERED IN GOOD CONDITION.
 NN0453
 NN0453                          STATION RECOVERY (1976)
 NN0453
 NN0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0453'BURWELL, 25.6 MILES N. ALONG ST. HWY 11 FROM THE NORTH LOUP RIVER
 NN0453'BRIDGE AT. 8.2 MI. SW. ALONG ST. HWY 11 FROM THE JCT. ST. HWY 95 WEST
 NN0453'OF CHAMBERS. NEAR THE APPOX. COR. SECS. 21, 22, 27, AND 28, T-25-N,
 NN0453'R-15-W. 1.0 MI. W. OF A SCHOOL, 36 FT. S. OF ST. HWY 11, 42 FT. W. OF
 NN0453'CTR. OF OLD N-S RD., 13 FT. W. OF A T-FENCE S., 1 FT. W. OF A METAL
 NN0453'WITNESS SIGN. A STD. TABLET, SET IN TOP OF A CONC POST, STAMPED Q-126
 NN0453'1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0240 ***********************************************************************
 NN0240  DESIGNATION -  Q 127
 NN0240  PID         -  NN0240
 NN0240  STATE/COUNTY-  NE/HOLT
 NN0240  COUNTRY     -  US
 NN0240  USGS QUAD   -  INMAN (2017)
 NN0240
 NN0240                         *CURRENT SURVEY CONTROL
 NN0240  ______________________________________________________________________
 NN0240* NAD 83(1986) POSITION- 42 24 29.     (N) 098 33 54.     (W)   SCALED
 NN0240* NAVD 88 ORTHO HEIGHT -   592.203 (meters)     1942.92  (feet) ADJUSTED
 NN0240  ______________________________________________________________________
 NN0240  GEOID HEIGHT    -        -24.414 (meters)                     GEOID18
 NN0240  DYNAMIC HEIGHT  -        591.979 (meters)     1942.18  (feet) COMP
 NN0240  MODELED GRAVITY -    980,223.9   (mgal)                       NAVD 88
 NN0240
 NN0240  VERT ORDER      -  SECOND    CLASS 0
 NN0240
 NN0240.The horizontal coordinates were scaled from a map and have
 NN0240.an estimated accuracy of +/- 6 seconds.
 NN0240
 NN0240.The orthometric height was determined by differential leveling and
 NN0240.adjusted by the NATIONAL GEODETIC SURVEY
 NN0240.in June 1991.
 NN0240
 NN0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0240.GEOID18 height accuracy estimate available here.
 NN0240
 NN0240.Click photographs - Photos may exist for this station.
 NN0240
 NN0240.The dynamic height is computed by dividing the NAVD 88
 NN0240.geopotential number by the normal gravity value computed on the
 NN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0240.degrees latitude (g = 980.6199 gals.).
 NN0240
 NN0240.The modeled gravity was interpolated from observed gravity values.
 NN0240
 NN0240;                    North         East    Units  Estimated Accuracy
 NN0240;SPC NE       -   286,850.      618,100.      MT  (+/- 180 meters Scaled)
 NN0240
 NN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM357951(NAD 83)
 NN0240
 NN0240                          SUPERSEDED SURVEY CONTROL
 NN0240
 NN0240  NGVD 29 (??/??/92)  592.003  (m)         1942.26   (f) ADJ UNCH    2 0
 NN0240
 NN0240.Superseded values are not recommended for survey control.
 NN0240
 NN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0240.See file dsdata.pdf to determine how the superseded data were derived.
 NN0240
 NN0240_MARKER: DB = BENCH MARK DISK
 NN0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0240_STAMPING: Q 127 1935
 NN0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0240+STABILITY: SURFACE MOTION
 NN0240
 NN0240  HISTORY     - Date     Condition        Report By
 NN0240  HISTORY     - 1935     MONUMENTED       CGS
 NN0240
 NN0240                          STATION DESCRIPTION
 NN0240
 NN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0240'2.5 MI NW FROM INMAN.
 NN0240'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0240'FROM THE STATION AT INMAN, HOLT COUNTY, 0.2 MILE SOUTHEAST OF
 NN0240'CULVERT 283-1/4, 100 FEET WEST OF THE CENTER OF A ROAD CROSSING,
 NN0240'50.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND
 NN0240'12 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 NN0240'STAMPED Q 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1328 ***********************************************************************
 NM1328  DESIGNATION -  Q 128
 NM1328  PID         -  NM1328
 NM1328  STATE/COUNTY-  NE/MADISON
 NM1328  COUNTRY     -  US
 NM1328  USGS QUAD   -  TILDEN (2017)
 NM1328
 NM1328                         *CURRENT SURVEY CONTROL
 NM1328  ______________________________________________________________________
 NM1328* NAD 83(1986) POSITION- 42 02 41.     (N) 097 48 58.     (W)   SCALED
 NM1328* NAVD 88 ORTHO HEIGHT -   508.209 (meters)     1667.35  (feet) ADJUSTED
 NM1328  ______________________________________________________________________
 NM1328  GEOID HEIGHT    -        -24.659 (meters)                     GEOID18
 NM1328  DYNAMIC HEIGHT  -        508.004 (meters)     1666.68  (feet) COMP
 NM1328  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 NM1328
 NM1328  VERT ORDER      -  SECOND    CLASS 0
 NM1328
 NM1328.The horizontal coordinates were scaled from a map and have
 NM1328.an estimated accuracy of +/- 6 seconds.
 NM1328
 NM1328.The orthometric height was determined by differential leveling and
 NM1328.adjusted by the NATIONAL GEODETIC SURVEY
 NM1328.in June 1991.
 NM1328
 NM1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1328.GEOID18 height accuracy estimate available here.
 NM1328
 NM1328.Click photographs - Photos may exist for this station.
 NM1328
 NM1328.The dynamic height is computed by dividing the NAVD 88
 NM1328.geopotential number by the normal gravity value computed on the
 NM1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1328.degrees latitude (g = 980.6199 gals.).
 NM1328
 NM1328.The modeled gravity was interpolated from observed gravity values.
 NM1328
 NM1328;                    North         East    Units  Estimated Accuracy
 NM1328;SPC NE       -   247,810.      680,740.      MT  (+/- 180 meters Scaled)
 NM1328
 NM1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM979554(NAD 83)
 NM1328
 NM1328                          SUPERSEDED SURVEY CONTROL
 NM1328
 NM1328  NGVD 29 (??/??/92)  508.004  (m)         1666.68   (f) ADJ UNCH    2 0
 NM1328
 NM1328.Superseded values are not recommended for survey control.
 NM1328
 NM1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1328.See file dsdata.pdf to determine how the superseded data were derived.
 NM1328
 NM1328_MARKER: DB = BENCH MARK DISK
 NM1328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1328_SP_SET: CULVERT HEADWALL
 NM1328_STAMPING: Q 128 1935
 NM1328_MARK LOGO: CGS
 NM1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1328+STABILITY: SURFACE MOTION
 NM1328
 NM1328  HISTORY     - Date     Condition        Report By
 NM1328  HISTORY     - 1935     MONUMENTED       CGS
 NM1328  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1328  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1328
 NM1328                          STATION DESCRIPTION
 NM1328
 NM1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1328'0.8 MI SE FROM TILDEN.
 NM1328'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN AND
 NM1328'NORFOLK, 45 FEET NORTH OF THE RIGHT OF WAY FENCE, 6.3 FEET SOUTH
 NM1328'OF THE SOUTH RAIL OF THE MAIN TRACK, A MARK SET HORIZONTALLY
 NM1328'IN THE SOUTHWEST CORNER OF RAILROAD STONE CULVERT NO. 185.
 NM1328
 NM1328                          STATION RECOVERY (1961)
 NM1328
 NM1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1328'MARK NOT FOUND.
 NM1328
 NM1328                          STATION RECOVERY (1999)
 NM1328
 NM1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1328'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0338 ***********************************************************************
 LG0338  DESIGNATION -  Q 13
 LG0338  PID         -  LG0338
 LG0338  STATE/COUNTY-  NE/SALINE
 LG0338  COUNTRY     -  US
 LG0338  USGS QUAD   -  CRETE NORTH (2017)
 LG0338
 LG0338                         *CURRENT SURVEY CONTROL
 LG0338  ______________________________________________________________________
 LG0338* NAD 83(1986) POSITION- 40 37 38.     (N) 096 57 45.     (W)   SCALED
 LG0338* NAVD 88 ORTHO HEIGHT -   414.629 (meters)     1360.33  (feet) ADJUSTED
 LG0338  ______________________________________________________________________
 LG0338  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 LG0338  DYNAMIC HEIGHT  -        414.418 (meters)     1359.64  (feet) COMP
 LG0338  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 LG0338
 LG0338  VERT ORDER      -  FIRST     CLASS II
 LG0338
 LG0338.The horizontal coordinates were scaled from a map and have
 LG0338.an estimated accuracy of +/- 6 seconds.
 LG0338
 LG0338.The orthometric height was determined by differential leveling and
 LG0338.adjusted by the NATIONAL GEODETIC SURVEY
 LG0338.in May 1993.
 LG0338
 LG0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0338.GEOID18 height accuracy estimate available here.
 LG0338
 LG0338.Click photographs - Photos may exist for this station.
 LG0338
 LG0338.The dynamic height is computed by dividing the NAVD 88
 LG0338.geopotential number by the normal gravity value computed on the
 LG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0338.degrees latitude (g = 980.6199 gals.).
 LG0338
 LG0338.The modeled gravity was interpolated from observed gravity values.
 LG0338
 LG0338;                    North         East    Units  Estimated Accuracy
 LG0338;SPC NE       -    92,660.      756,880.      MT  (+/- 180 meters Scaled)
 LG0338
 LG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK723993(NAD 83)
 LG0338
 LG0338                          SUPERSEDED SURVEY CONTROL
 LG0338
 LG0338  NAVD 88 (06/15/91)  414.674  (m)         1360.48   (f) SUPERSEDED  1 2
 LG0338  NGVD 29 (??/??/92)  414.542  (m)         1360.04   (f) ADJ UNCH    1 2
 LG0338
 LG0338.Superseded values are not recommended for survey control.
 LG0338
 LG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0338.See file dsdata.pdf to determine how the superseded data were derived.
 LG0338
 LG0338_MARKER: DB = BENCH MARK DISK
 LG0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0338_SP_SET: BUILDING
 LG0338_STAMPING: Q 13 1933 1359.725
 LG0338_MARK LOGO: CGS
 LG0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0338+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0338
 LG0338  HISTORY     - Date     Condition        Report By
 LG0338  HISTORY     - 1933     MONUMENTED       CGS
 LG0338  HISTORY     - 1940     GOOD             CGS
 LG0338  HISTORY     - 19861117 GOOD             NGS
 LG0338  HISTORY     - 19911009 GOOD             NGS
 LG0338  HISTORY     - 20010818 GOOD             USPSQD
 LG0338  HISTORY     - 20030815 GOOD             USPSQD
 LG0338
 LG0338                          STATION DESCRIPTION
 LG0338
 LG0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0338'AT CRETE.
 LG0338'AT CRETE, SALINE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0338'RAILROAD, IN THE NORTH BRICK WALL OF THE STATION, 3 FEET WEST OF
 LG0338'THE WAITING-ROOM DOOR, 50 FEET SOUTH OF THE MAIN TRACK, AND
 LG0338'4 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED 1359.725 Q 13
 LG0338'1933 AND SET VERTICALLY.
 LG0338
 LG0338                          STATION RECOVERY (1986)
 LG0338
 LG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0338'RECOVERED IN GOOD CONDITION.
 LG0338
 LG0338                          STATION RECOVERY (1991)
 LG0338
 LG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0338'IN CRETE, AT THE INTERSECTION OF MAIN AVENUE AND THE BURLINGTON
 LG0338'NORTHERN RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE RAILROAD
 LG0338'STATION, 110.0 M (360.9 FT) SOUTHWEST OF THE CENTER OF THE AVENUE,
 LG0338'15.0 M (49.2 FT) SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 7.1 M
 LG0338'(23.3 FT) SOUTHEAST OF THE NEAR RAIL, 1.6 M (5.2 FT) SOUTHWEST OF THE
 LG0338'CENTER OF THE NORTH ENTRANCE TO THE WAITING ROOM, AND 1.1 M (3.6 FT)
 LG0338'ABOVE THE GROUND SURFACE.
 LG0338
 LG0338                          STATION RECOVERY (2001)
 LG0338
 LG0338'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0338'RECOVERED IN GOOD CONDITION.
 LG0338
 LG0338                          STATION RECOVERY (2003)
 LG0338
 LG0338'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0354 ***********************************************************************
 NO0354  DESIGNATION -  Q 130
 NO0354  PID         -  NO0354
 NO0354  STATE/COUNTY-  NE/CHERRY
 NO0354  COUNTRY     -  US
 NO0354  USGS QUAD   -  MERRIMAN (2017)
 NO0354
 NO0354                         *CURRENT SURVEY CONTROL
 NO0354  ______________________________________________________________________
 NO0354* NAD 83(1986) POSITION- 42 55 02.44   (N) 101 41 49.46   (W)   HD_HELD1
 NO0354* NAVD 88 ORTHO HEIGHT -   992.039 (meters)     3254.71  (feet) ADJUSTED
 NO0354  ______________________________________________________________________
 NO0354  GEOID HEIGHT    -        -19.333 (meters)                     GEOID18
 NO0354  DYNAMIC HEIGHT  -        991.605 (meters)     3253.29  (feet) COMP
 NO0354  MODELED GRAVITY -    980,149.0   (mgal)                       NAVD 88
 NO0354
 NO0354  VERT ORDER      -  FIRST     CLASS II
 NO0354
 NO0354.The horizontal coordinates were determined by differentially corrected
 NO0354.hand held GPS observations or other comparable positioning techniques
 NO0354.and have an estimated accuracy of +/- 3 meters.
 NO0354
 NO0354.The orthometric height was determined by differential leveling and
 NO0354.adjusted by the NATIONAL GEODETIC SURVEY
 NO0354.in July 2002.
 NO0354
 NO0354.No vertical observational check was made to the station.
 NO0354
 NO0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0354.GEOID18 height accuracy estimate available here.
 NO0354
 NO0354.Click photographs - Photos may exist for this station.
 NO0354
 NO0354.The dynamic height is computed by dividing the NAVD 88
 NO0354.geopotential number by the normal gravity value computed on the
 NO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0354.degrees latitude (g = 980.6199 gals.).
 NO0354
 NO0354.The modeled gravity was interpolated from observed gravity values.
 NO0354
 NO0354;                    North         East    Units  Estimated Accuracy
 NO0354;SPC NE       -   343,798.9     361,447.8     MT  (+/- 3 meters HH1 GPS) 
 NO0354
 NO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7986555165(NAD 83)
 NO0354
 NO0354                          SUPERSEDED SURVEY CONTROL
 NO0354
 NO0354  NAVD 88 (06/15/91)  992.034  (m)         3254.70   (f) SUPERSEDED  1 2
 NO0354  NGVD 29 (??/??/92)  991.617  (m)         3253.33   (f) ADJ UNCH    1 2
 NO0354
 NO0354.Superseded values are not recommended for survey control.
 NO0354
 NO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0354.See file dsdata.pdf to determine how the superseded data were derived.
 NO0354
 NO0354_MARKER: DB = BENCH MARK DISK
 NO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0354_STAMPING: Q 130 1934
 NO0354_MARK LOGO: CGS
 NO0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0354+STABILITY: SURFACE MOTION
 NO0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0354+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0354
 NO0354  HISTORY     - Date     Condition        Report By
 NO0354  HISTORY     - 1934     MONUMENTED       CGS
 NO0354  HISTORY     - 1957     GOOD             CGS
 NO0354  HISTORY     - 19991006 GOOD             NGS
 NO0354
 NO0354                          STATION DESCRIPTION
 NO0354
 NO0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0354'0.4 MI SE FROM MERRIMAN.
 NO0354'ABOUT 0.2 MILE SOUTH ALONG A STREET FROM THE CHICAGO AND NORTH
 NO0354'WESTERN RAILWAY STATION AT MERRIMAN, THENCE 0.15 MILE EAST ALONG A
 NO0354'DIRT STREET, IN T. 34 N., R. 37 W., IN SECTION 17., IN THE NORTHEAST
 NO0354'CORNER OF A SCHOOL YARD, 200 FEET NORTHEAST OF THE NORTH EAST
 NO0354'CORNER OF THE SCHOOLHOUSE, 30 FEET SOUTH OF THE CENTER LINE OF
 NO0354'A DIRT STREET, 4 FEET NORTH OF A 8-INCH COTTONWOOD TREE, 4 FEET
 NO0354'SOUTHWEST OF A FENCE CORNER POST, 3 FEET SOUTH OF THE NORTH
 NO0354'FENCE OF THE SCHOOL YARD, AND IN THE TOP OF A CONCRETE POST
 NO0354'WHICH PROJECTS 1 FOOT.
 NO0354
 NO0354                          STATION RECOVERY (1999)
 NO0354
 NO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0354'0.2 KM (0.10 MI) SOUTHERLY ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 NO0354'IN MERRIMAN, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A STREET, THENCE
 NO0354'0.1 KM (0.05 MI) EASTERLY ALONG AN ATHLETIC TRACK, 60.9 M (199.8 FT)
 NO0354'NORTHEAST OF THE NORTHEAST CORNER OF THE MERRIMAN SCHOOL, 5.1 M (16.7
 NO0354'FT) SOUTH OF THE CENTER OF THE TRACK AT THE 50 YARD LINE, 0.5 M (1.6
 NO0354'FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 NO0354'TRACK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NO0354'SURFACE.  NOTE--THE MONUMENT IS ON CITY PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0867 ***********************************************************************
 MK0867  DESIGNATION -  Q 130
 MK0867  PID         -  MK0867
 MK0867  STATE/COUNTY-  NE/DODGE
 MK0867  COUNTRY     -  US
 MK0867  USGS QUAD   -  NORTH BEND (2017)
 MK0867
 MK0867                         *CURRENT SURVEY CONTROL
 MK0867  ______________________________________________________________________
 MK0867* NAD 83(1986) POSITION- 41 27 41.     (N) 096 49 08.     (W)   SCALED
 MK0867* NAVD 88 ORTHO HEIGHT -   391.556 (meters)     1284.63  (feet) ADJUSTED
 MK0867  ______________________________________________________________________
 MK0867  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 MK0867  DYNAMIC HEIGHT  -        391.391 (meters)     1284.09  (feet) COMP
 MK0867  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 MK0867
 MK0867  VERT ORDER      -  SECOND    CLASS 0
 MK0867
 MK0867.The horizontal coordinates were scaled from a map and have
 MK0867.an estimated accuracy of +/- 6 seconds.
 MK0867
 MK0867.The orthometric height was determined by differential leveling and
 MK0867.adjusted by the NATIONAL GEODETIC SURVEY
 MK0867.in June 1991.
 MK0867
 MK0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0867.GEOID18 height accuracy estimate available here.
 MK0867
 MK0867.Click photographs - Photos may exist for this station.
 MK0867
 MK0867.The dynamic height is computed by dividing the NAVD 88
 MK0867.geopotential number by the normal gravity value computed on the
 MK0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0867.degrees latitude (g = 980.6199 gals.).
 MK0867
 MK0867.The modeled gravity was interpolated from observed gravity values.
 MK0867
 MK0867;                    North         East    Units  Estimated Accuracy
 MK0867;SPC NE       -   185,640.      765,620.      MT  (+/- 180 meters Scaled)
 MK0867
 MK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL821922(NAD 83)
 MK0867
 MK0867                          SUPERSEDED SURVEY CONTROL
 MK0867
 MK0867  NGVD 29 (??/??/92)  391.404  (m)         1284.13   (f) ADJ UNCH    2 0
 MK0867
 MK0867.Superseded values are not recommended for survey control.
 MK0867
 MK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0867.See file dsdata.pdf to determine how the superseded data were derived.
 MK0867
 MK0867_MARKER: DB = BENCH MARK DISK
 MK0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0867_STAMPING: Q 130 1935
 MK0867_MARK LOGO: CGS
 MK0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0867+STABILITY: SURFACE MOTION
 MK0867
 MK0867  HISTORY     - Date     Condition        Report By
 MK0867  HISTORY     - 1935     MONUMENTED       CGS
 MK0867  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0867
 MK0867                          STATION DESCRIPTION
 MK0867
 MK0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0867'2 MI W FROM NORTHBEND.
 MK0867'2.0 MILES WEST OF UNION PACIFIC DEPOT BY RAIL.  ALONG THE UNION
 MK0867'PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT, NEBRASKA, 11
 MK0867'RAILS EAST OF SIGNAL TOWER 56.3, AT BAY STATION SIDING.  42.6
 MK0867'FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 10.0 FEET WEST OF FENCE,
 MK0867'AND 10.6 FEET SOUTHWEST OF DERAIL SWITCH.
 MK0867
 MK0867                          STATION RECOVERY (1966)
 MK0867
 MK0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0867'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0588 ***********************************************************************
 MK0588  DESIGNATION -  Q 131
 MK0588  PID         -  MK0588
 MK0588  STATE/COUNTY-  NE/DODGE
 MK0588  COUNTRY     -  US
 MK0588  USGS QUAD   -  FREMONT EAST (2017)
 MK0588
 MK0588                         *CURRENT SURVEY CONTROL
 MK0588  ______________________________________________________________________
 MK0588* NAD 83(1986) POSITION- 41 26 38.     (N) 096 28 15.     (W)   SCALED
 MK0588* NAVD 88 ORTHO HEIGHT -   360.703 (meters)     1183.41  (feet) ADJUSTED
 MK0588  ______________________________________________________________________
 MK0588  GEOID HEIGHT    -        -27.152 (meters)                     GEOID18
 MK0588  DYNAMIC HEIGHT  -        360.540 (meters)     1182.87  (feet) COMP
 MK0588  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 MK0588
 MK0588  VERT ORDER      -  SECOND    CLASS 0
 MK0588
 MK0588.The horizontal coordinates were scaled from a map and have
 MK0588.an estimated accuracy of +/- 6 seconds.
 MK0588
 MK0588.The orthometric height was determined by differential leveling and
 MK0588.adjusted by the NATIONAL GEODETIC SURVEY
 MK0588.in June 1991.
 MK0588
 MK0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0588.GEOID18 height accuracy estimate available here.
 MK0588
 MK0588.Click photographs - Photos may exist for this station.
 MK0588
 MK0588.The dynamic height is computed by dividing the NAVD 88
 MK0588.geopotential number by the normal gravity value computed on the
 MK0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0588.degrees latitude (g = 980.6199 gals.).
 MK0588
 MK0588.The modeled gravity was interpolated from observed gravity values.
 MK0588
 MK0588;                    North         East    Units  Estimated Accuracy
 MK0588;SPC NE       -   184,830.      794,740.      MT  (+/- 180 meters Scaled)
 MK0588
 MK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL112911(NAD 83)
 MK0588
 MK0588                          SUPERSEDED SURVEY CONTROL
 MK0588
 MK0588  NGVD 29 (??/??/92)  360.554  (m)         1182.92   (f) ADJ UNCH    2 0
 MK0588
 MK0588.Superseded values are not recommended for survey control.
 MK0588
 MK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0588.See file dsdata.pdf to determine how the superseded data were derived.
 MK0588
 MK0588_MARKER: DB = BENCH MARK DISK
 MK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0588_STAMPING: Q 131 1934
 MK0588_MARK LOGO: CGS
 MK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0588+STABILITY: SURFACE MOTION
 MK0588
 MK0588  HISTORY     - Date     Condition        Report By
 MK0588  HISTORY     - 1934     MONUMENTED       CGS
 MK0588  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0588
 MK0588                          STATION DESCRIPTION
 MK0588
 MK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0588'2 MI N FROM FREMONT.
 MK0588'2.0 MILES NORTH OF THE C. AND N.W. RR. DEPOT.  ALONG THE
 MK0588'CHICAGO AND NORTH WESTERN SPUR LINE FROM SHOPS WHICH MEETS
 MK0588'THE MAIN LINE AT NORTH END, BETWEEN FREMONT AND OAKLAND, 78.0
 MK0588'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF CULVERT NO X-6, 62.0
 MK0588'FEET SOUTHEAST OF THE CENTER OF ROAD CROSSING, 34.0 FEET
 MK0588'EAST OF THE EAST RAIL.
 MK0588
 MK0588                          STATION RECOVERY (1966)
 MK0588
 MK0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0588'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0589 ***********************************************************************
 MK0589  DESIGNATION -  Q 131 RESET
 MK0589  PID         -  MK0589
 MK0589  STATE/COUNTY-  NE/DODGE
 MK0589  COUNTRY     -  US
 MK0589  USGS QUAD   -  FREMONT EAST (2017)
 MK0589
 MK0589                         *CURRENT SURVEY CONTROL
 MK0589  ______________________________________________________________________
 MK0589* NAD 83(1986) POSITION- 41 26 37.     (N) 096 28 15.     (W)   SCALED
 MK0589* NAVD 88 ORTHO HEIGHT -   360.62  (meters)     1183.1   (feet) RESET
 MK0589  ______________________________________________________________________
 MK0589  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 MK0589  VERT ORDER      -  THIRD
 MK0589
 MK0589.The horizontal coordinates were scaled from a map and have
 MK0589.an estimated accuracy of +/- 6 seconds.
 MK0589
 MK0589.The orthometric height was computed from unverified reset data.
 MK0589
 MK0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0589.GEOID18 height accuracy estimate available here.
 MK0589
 MK0589.Click photographs - Photos may exist for this station.
 MK0589
 MK0589;                    North         East    Units  Estimated Accuracy
 MK0589;SPC NE       -   184,800.      794,750.      MT  (+/- 180 meters Scaled)
 MK0589
 MK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL112910(NAD 83)
 MK0589
 MK0589                          SUPERSEDED SURVEY CONTROL
 MK0589
 MK0589  NGVD 29 (??/??/??)  360.47   (m)         1182.6    (f) RESET       3  
 MK0589
 MK0589.Superseded values are not recommended for survey control.
 MK0589
 MK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0589.See file dsdata.pdf to determine how the superseded data were derived.
 MK0589
 MK0589_MARKER: DB = BENCH MARK DISK
 MK0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0589_STAMPING: Q 131 1934 RESET 1955
 MK0589_MARK LOGO: CGS
 MK0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0589+STABILITY: SURFACE MOTION
 MK0589
 MK0589  HISTORY     - Date     Condition        Report By
 MK0589  HISTORY     - 1955     MONUMENTED       LOCENG
 MK0589  HISTORY     - 1956     GOOD             CGS
 MK0589  HISTORY     - 1974     GOOD             LOCENG
 MK0589
 MK0589                          STATION DESCRIPTION
 MK0589
 MK0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MK0589'0.2 MI E FROM FREMONT.
 MK0589'1/4 MILE EAST ALONG 16TH STREET EXTENDED FROM THE CITY LIMITS
 MK0589'OF FREMONT, DODGE COUNTY, IN THE YARD OF FREMONT RADIO
 MK0589'TRANSMITTER KFGT, 14.6 FEET SOUTHEAST OF THE INSIDE CORNER OF THE
 MK0589'STATION BUILDING, 4.8 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 MK0589'14.6 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE LOWER
 MK0589'CONCRETE STEP OF THE STOOP, AND 7.8 FEET NORTHEAST OF THE NORTHWEST
 MK0589'CORNER OF THE STATION BUILDING.  A STANDARD DISK, STAMPED
 MK0589'Q 131 1934 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
 MK0589
 MK0589                          STATION RECOVERY (1974)
 MK0589
 MK0589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1106 ***********************************************************************
 MK1106  DESIGNATION -  Q 132
 MK1106  PID         -  MK1106
 MK1106  STATE/COUNTY-  NE/DODGE
 MK1106  COUNTRY     -  US
 MK1106  USGS QUAD   -  SCRIBNER (2017)
 MK1106
 MK1106                         *CURRENT SURVEY CONTROL
 MK1106  ______________________________________________________________________
 MK1106* NAD 83(1986) POSITION- 41 38 55.     (N) 096 38 37.     (W)   SCALED
 MK1106* NAVD 88 ORTHO HEIGHT -   379.512 (meters)     1245.12  (feet) ADJUSTED
 MK1106  ______________________________________________________________________
 MK1106  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 MK1106  DYNAMIC HEIGHT  -        379.364 (meters)     1244.63  (feet) COMP
 MK1106  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 MK1106
 MK1106  VERT ORDER      -  SECOND    CLASS 0
 MK1106
 MK1106.The horizontal coordinates were scaled from a map and have
 MK1106.an estimated accuracy of +/- 6 seconds.
 MK1106
 MK1106.The orthometric height was determined by differential leveling and
 MK1106.adjusted by the NATIONAL GEODETIC SURVEY
 MK1106.in June 1991.
 MK1106
 MK1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1106.GEOID18 height accuracy estimate available here.
 MK1106
 MK1106.Click photographs - Photos may exist for this station.
 MK1106
 MK1106.The dynamic height is computed by dividing the NAVD 88
 MK1106.geopotential number by the normal gravity value computed on the
 MK1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1106.degrees latitude (g = 980.6199 gals.).
 MK1106
 MK1106.The modeled gravity was interpolated from observed gravity values.
 MK1106
 MK1106;                    North         East    Units  Estimated Accuracy
 MK1106;SPC NE       -   206,970.      779,440.      MT  (+/- 180 meters Scaled)
 MK1106
 MK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM962134(NAD 83)
 MK1106
 MK1106                          SUPERSEDED SURVEY CONTROL
 MK1106
 MK1106  NGVD 29 (??/??/92)  379.370  (m)         1244.65   (f) ADJ UNCH    2 0
 MK1106
 MK1106.Superseded values are not recommended for survey control.
 MK1106
 MK1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1106.See file dsdata.pdf to determine how the superseded data were derived.
 MK1106
 MK1106_MARKER: DB = BENCH MARK DISK
 MK1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1106_STAMPING: Q 132 1935
 MK1106_MARK LOGO: CGS
 MK1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1106+STABILITY: SURFACE MOTION
 MK1106
 MK1106  HISTORY     - Date     Condition        Report By
 MK1106  HISTORY     - 1935     MONUMENTED       CGS
 MK1106  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1106
 MK1106                          STATION DESCRIPTION
 MK1106
 MK1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1106'1.6 MI E FROM SCRIBNER.
 MK1106'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1106'AND HUMPHREY, 44.0 FEET EAST OF THE CENTER LINE OF ROAD TO
 MK1106'DIEDRICKSEN RANCH, 39.0 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET
 MK1106'BELOW LEVEL OF TRACK.
 MK1106
 MK1106                          STATION RECOVERY (1965)
 MK1106
 MK1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1170 ***********************************************************************
 MK1170  DESIGNATION -  Q 133 RESET
 MK1170  PID         -  MK1170
 MK1170  STATE/COUNTY-  NE/COLFAX
 MK1170  COUNTRY     -  US
 MK1170  USGS QUAD   -  CLARKSON (2017)
 MK1170
 MK1170                         *CURRENT SURVEY CONTROL
 MK1170  ______________________________________________________________________
 MK1170* NAD 83(1986) POSITION- 41 38 54.09   (N) 097 03 33.03   (W)   HD_HELD1
 MK1170* NAVD 88 ORTHO HEIGHT -   464.25  (meters)     1523.1   (feet) RESET
 MK1170  ______________________________________________________________________
 MK1170  GEOID HEIGHT    -        -25.373 (meters)                     GEOID18
 MK1170  VERT ORDER      -  THIRD
 MK1170
 MK1170.The horizontal coordinates were determined by differentially corrected
 MK1170.hand held GPS observations or other comparable positioning techniques
 MK1170.and have an estimated accuracy of +/- 3 meters.
 MK1170
 MK1170.The orthometric height was computed from unverified reset data.
 MK1170
 MK1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1170.GEOID18 height accuracy estimate available here.
 MK1170
 MK1170.Click photographs - Photos may exist for this station.
 MK1170
 MK1170;                    North         East    Units  Estimated Accuracy
 MK1170;SPC NE       -   205,678.6     744,856.3     MT  (+/- 3 meters HH1 GPS) 
 MK1170
 MK1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6162012554(NAD 83)
 MK1170
 MK1170                          SUPERSEDED SURVEY CONTROL
 MK1170
 MK1170  NGVD 29 (??/??/??)  464.07   (m)         1522.5    (f) RESET       3  
 MK1170
 MK1170.Superseded values are not recommended for survey control.
 MK1170
 MK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1170.See file dsdata.pdf to determine how the superseded data were derived.
 MK1170
 MK1170_MARKER: DB = BENCH MARK DISK
 MK1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1170_STAMPING: Q 133 RESET 1960
 MK1170_MARK LOGO: CGS
 MK1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1170+STABILITY: SURFACE MOTION
 MK1170
 MK1170  HISTORY     - Date     Condition        Report By
 MK1170  HISTORY     - 1960     MONUMENTED       CGS
 MK1170  HISTORY     - 19890414 GOOD             NEDR
 MK1170
 MK1170                          STATION DESCRIPTION
 MK1170
 MK1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1170'13.8 MI N FROM SCHUYLER.
 MK1170'13.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1170'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, 8.3 MILES SOUTHEAST
 MK1170'OF CLARKSON, AT A HALF-SECTION LINE FENCE, 59 FEET EAST OF THE
 MK1170'CENTER OF STATE HIGHWAY 15, 8 FEET SOUTH OF EAST-WEST FENCE, ONE
 MK1170'FOOT WEST OF FENCE, ONE FOOT NORTH OF STEEL WITNESS POST AND
 MK1170'PROJECTING 6 INCHES.
 MK1170
 MK1170                          STATION RECOVERY (1989)
 MK1170
 MK1170'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1170'TO REACH FROM THE POST OFFICE IN SCHUYLER, GO WEST ON EAST 11TH STREET
 MK1170'FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 14.05 MI
 MK1170'(22.61 KM) TO THE MARK, 58.4 FT (17.8 M) SLOPE DISTANCE EAST FROM THE
 MK1170'CENTERLINE OF THE HIGHWAY, 8.0 FT (2.4 M) SOUTH FROM AN EAST-WEST
 MK1170'FENCE, 1.0 FT (0.3 M) WEST FROM A NORTH-SOUTH FENCE, 1.3 FT (0.4 M)
 MK1170'NORTH OF A STEEL WITNESS POST, 0.5 FT (15.2 CM) WEST OF A FIBERGLASS
 MK1170'WITNESS POST AND SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.2
 MK1170'FT (6.1 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1289 ***********************************************************************
 MK1289  DESIGNATION -  Q 134
 MK1289  PID         -  MK1289
 MK1289  STATE/COUNTY-  NE/PLATTE
 MK1289  COUNTRY     -  US
 MK1289  USGS QUAD   -  COLUMBUS (2017)
 MK1289
 MK1289                         *CURRENT SURVEY CONTROL
 MK1289  ______________________________________________________________________
 MK1289* NAD 83(1986) POSITION- 41 23 27.     (N) 097 15 57.     (W)   SCALED
 MK1289* NAVD 88 ORTHO HEIGHT -   430.366 (meters)     1411.96  (feet) ADJUSTED
 MK1289  ______________________________________________________________________
 MK1289  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 MK1289  DYNAMIC HEIGHT  -        430.178 (meters)     1411.34  (feet) COMP
 MK1289  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 MK1289
 MK1289  VERT ORDER      -  SECOND    CLASS 0
 MK1289
 MK1289.The horizontal coordinates were scaled from a map and have
 MK1289.an estimated accuracy of +/- 6 seconds.
 MK1289
 MK1289.The orthometric height was determined by differential leveling and
 MK1289.adjusted by the NATIONAL GEODETIC SURVEY
 MK1289.in June 1991.
 MK1289
 MK1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1289.GEOID18 height accuracy estimate available here.
 MK1289
 MK1289.Click photographs - Photos may exist for this station.
 MK1289
 MK1289.The dynamic height is computed by dividing the NAVD 88
 MK1289.geopotential number by the normal gravity value computed on the
 MK1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1289.degrees latitude (g = 980.6199 gals.).
 MK1289
 MK1289.The modeled gravity was interpolated from observed gravity values.
 MK1289
 MK1289;                    North         East    Units  Estimated Accuracy
 MK1289;SPC NE       -   176,540.      728,560.      MT  (+/- 180 meters Scaled)
 MK1289
 MK1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL449835(NAD 83)
 MK1289
 MK1289                          SUPERSEDED SURVEY CONTROL
 MK1289
 MK1289  NGVD 29 (??/??/92)  430.191  (m)         1411.39   (f) ADJ UNCH    2 0
 MK1289
 MK1289.Superseded values are not recommended for survey control.
 MK1289
 MK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1289.See file dsdata.pdf to determine how the superseded data were derived.
 MK1289
 MK1289_MARKER: DB = BENCH MARK DISK
 MK1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1289_STAMPING: Q 134 1935
 MK1289_MARK LOGO: CGS
 MK1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1289+STABILITY: SURFACE MOTION
 MK1289
 MK1289  HISTORY     - Date     Condition        Report By
 MK1289  HISTORY     - 1935     MONUMENTED       CGS
 MK1289  HISTORY     - 1950     GOOD             CGS
 MK1289
 MK1289                          STATION DESCRIPTION
 MK1289
 MK1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1289'4.2 MI NW FROM BELLWOOD.
 MK1289'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1289'RAILROAD FROM THE STATION AT BELLWOOD, 10 RAILS NORTH OF THE
 MK1289'NORTH END OF A TRESTLE OVER THE PLATTE RIVER, 86 FEET NORTH OF
 MK1289'A FENCE CORNER, 43 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A
 MK1289'FENCE, 5 FEET LOWER THAN THE RAILROAD, SET IN THE TOP OF A
 MK1289'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK
 MK1289'IS 1.3 MILES SOUTHEAST OF BENCH MARK K 337.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0698 ***********************************************************************
 LG0698  DESIGNATION -  Q 135
 LG0698  PID         -  LG0698
 LG0698  STATE/COUNTY-  NE/YORK
 LG0698  COUNTRY     -  US
 LG0698  USGS QUAD   -  YORK NORTH (2017)
 LG0698
 LG0698                         *CURRENT SURVEY CONTROL
 LG0698  ______________________________________________________________________
 LG0698* NAD 83(1986) POSITION- 40 55 49.     (N) 097 36 24.     (W)   SCALED
 LG0698* NAVD 88 ORTHO HEIGHT -   504.642 (meters)     1655.65  (feet) ADJUSTED
 LG0698  ______________________________________________________________________
 LG0698  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 LG0698  DYNAMIC HEIGHT  -        504.379 (meters)     1654.78  (feet) COMP
 LG0698  MODELED GRAVITY -    980,087.2   (mgal)                       NAVD 88
 LG0698
 LG0698  VERT ORDER      -  SECOND    CLASS 0
 LG0698
 LG0698.The horizontal coordinates were scaled from a map and have
 LG0698.an estimated accuracy of +/- 6 seconds.
 LG0698
 LG0698.The orthometric height was determined by differential leveling and
 LG0698.adjusted by the NATIONAL GEODETIC SURVEY
 LG0698.in June 1991.
 LG0698
 LG0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0698.GEOID18 height accuracy estimate available here.
 LG0698
 LG0698.Click photographs - Photos may exist for this station.
 LG0698
 LG0698.The dynamic height is computed by dividing the NAVD 88
 LG0698.geopotential number by the normal gravity value computed on the
 LG0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0698.degrees latitude (g = 980.6199 gals.).
 LG0698
 LG0698.The modeled gravity was interpolated from observed gravity values.
 LG0698
 LG0698;                    North         East    Units  Estimated Accuracy
 LG0698;SPC NE       -   124,580.      701,490.      MT  (+/- 180 meters Scaled)
 LG0698
 LG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL173319(NAD 83)
 LG0698
 LG0698                          SUPERSEDED SURVEY CONTROL
 LG0698
 LG0698  NGVD 29 (??/??/92)  504.439  (m)         1654.98   (f) ADJ UNCH    2 0
 LG0698
 LG0698.Superseded values are not recommended for survey control.
 LG0698
 LG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0698.See file dsdata.pdf to determine how the superseded data were derived.
 LG0698
 LG0698_MARKER: DB = BENCH MARK DISK
 LG0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0698_STAMPING: Q 135 1935
 LG0698_MARK LOGO: CGS
 LG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0698+STABILITY: SURFACE MOTION
 LG0698
 LG0698  HISTORY     - Date     Condition        Report By
 LG0698  HISTORY     - 1935     MONUMENTED       CGS
 LG0698  HISTORY     - 1967     GOOD             CGS
 LG0698
 LG0698                          STATION DESCRIPTION
 LG0698
 LG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0698'4.3 MI N FROM YORK.
 LG0698'4.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0698'FROM THE STATION AT YORK, YORK COUNTY, 24 RAILS NORTH OF MILEPOST
 LG0698'139, AT A ROAD CROSSING, 77 FEET NORTHEAST OF THE CENTER OF THE
 LG0698'CROSSING, 46 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 LG0698'26 FEET NORTH OF THE SOUTHWEST FENCE CORNER.  A STANDARD DISK,
 LG0698'STAMPED Q 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0698'NOTE-- BM HAS BEEN HIT BY A ROAD GRADED.
 LG0698
 LG0698                          STATION RECOVERY (1967)
 LG0698
 LG0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LG0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1613 ***********************************************************************
 MK1613  DESIGNATION -  Q 136
 MK1613  PID         -  MK1613
 MK1613  STATE/COUNTY-  NE/NANCE
 MK1613  COUNTRY     -  US
 MK1613  USGS QUAD   -  FULLERTON (2017)
 MK1613
 MK1613                         *CURRENT SURVEY CONTROL
 MK1613  ______________________________________________________________________
 MK1613* NAD 83(1986) POSITION- 41 18 27.     (N) 097 58 59.     (W)   SCALED
 MK1613* NAVD 88 ORTHO HEIGHT -   506.949 (meters)     1663.22  (feet) ADJUSTED
 MK1613  ______________________________________________________________________
 MK1613  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 MK1613  DYNAMIC HEIGHT  -        506.713 (meters)     1662.44  (feet) COMP
 MK1613  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 MK1613
 MK1613  VERT ORDER      -  SECOND    CLASS 0
 MK1613
 MK1613.The horizontal coordinates were scaled from a map and have
 MK1613.an estimated accuracy of +/- 6 seconds.
 MK1613
 MK1613.The orthometric height was determined by differential leveling and
 MK1613.adjusted by the NATIONAL GEODETIC SURVEY
 MK1613.in June 1991.
 MK1613
 MK1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1613.GEOID18 height accuracy estimate available here.
 MK1613
 MK1613.Click photographs - Photos may exist for this station.
 MK1613
 MK1613.The dynamic height is computed by dividing the NAVD 88
 MK1613.geopotential number by the normal gravity value computed on the
 MK1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1613.degrees latitude (g = 980.6199 gals.).
 MK1613
 MK1613.The modeled gravity was interpolated from observed gravity values.
 MK1613
 MK1613;                    North         East    Units  Estimated Accuracy
 MK1613;SPC NE       -   165,640.      668,830.      MT  (+/- 180 meters Scaled)
 MK1613
 MK1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL851733(NAD 83)
 MK1613
 MK1613                          SUPERSEDED SURVEY CONTROL
 MK1613
 MK1613  NGVD 29 (??/??/92)  506.732  (m)         1662.50   (f) ADJ UNCH    2 0
 MK1613
 MK1613.Superseded values are not recommended for survey control.
 MK1613
 MK1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1613.See file dsdata.pdf to determine how the superseded data were derived.
 MK1613
 MK1613_MARKER: DB = BENCH MARK DISK
 MK1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1613_STAMPING: Q-136-1935
 MK1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1613+STABILITY: SURFACE MOTION
 MK1613
 MK1613  HISTORY     - Date     Condition        Report By
 MK1613  HISTORY     - 1935     MONUMENTED       CGS
 MK1613
 MK1613                          STATION DESCRIPTION
 MK1613
 MK1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1613'4.6 MI S FROM FULLERTON.
 MK1613'4.6 MILES SOUTH OF POST OFFICE.  ALONG NEBR. STATE HIGHWAY NO. 14
 MK1613'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, AT THE MERRICK-NANCE
 MK1613'COUNTY LINE, 53 FEET SOUTHWEST OF THE CENTER LINE OF CROSS ROAD,
 MK1613'33.5 FEET WEST OF THE CENTER LINE OF HIGHWAY, 8 FEET SOUTH OF
 MK1613'THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1614 ***********************************************************************
 MK1614  DESIGNATION -  Q 136 RESET
 MK1614  PID         -  MK1614
 MK1614  STATE/COUNTY-  NE/NANCE
 MK1614  COUNTRY     -  US
 MK1614  USGS QUAD   -  FULLERTON (2017)
 MK1614
 MK1614                         *CURRENT SURVEY CONTROL
 MK1614  ______________________________________________________________________
 MK1614* NAD 83(1986) POSITION- 41 18 27.     (N) 097 58 59.     (W)   SCALED
 MK1614* NAVD 88 ORTHO HEIGHT -   506.92  (meters)     1663.1   (feet) RESET
 MK1614  ______________________________________________________________________
 MK1614  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 MK1614  VERT ORDER      -  THIRD
 MK1614
 MK1614.The horizontal coordinates were scaled from a map and have
 MK1614.an estimated accuracy of +/- 6 seconds.
 MK1614
 MK1614.The orthometric height was computed from unverified reset data.
 MK1614
 MK1614.No vertical observational check was made to the station.
 MK1614
 MK1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1614.GEOID18 height accuracy estimate available here.
 MK1614
 MK1614.Click photographs - Photos may exist for this station.
 MK1614
 MK1614;                    North         East    Units  Estimated Accuracy
 MK1614;SPC NE       -   165,640.      668,830.      MT  (+/- 180 meters Scaled)
 MK1614
 MK1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL851733(NAD 83)
 MK1614
 MK1614                          SUPERSEDED SURVEY CONTROL
 MK1614
 MK1614  NGVD 29 (??/??/??)  506.71   (m)         1662.4    (f) RESET       3  
 MK1614
 MK1614.Superseded values are not recommended for survey control.
 MK1614
 MK1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1614.See file dsdata.pdf to determine how the superseded data were derived.
 MK1614
 MK1614_MARKER: DB = BENCH MARK DISK
 MK1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1614_STAMPING: Q 136 RESET 1939
 MK1614_MARK LOGO: CGS
 MK1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1614+STABILITY: SURFACE MOTION
 MK1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1614+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 MK1614
 MK1614  HISTORY     - Date     Condition        Report By
 MK1614  HISTORY     - 1939     MONUMENTED       NEDR
 MK1614  HISTORY     - 1957     MARK NOT FOUND   CGS
 MK1614  HISTORY     - 20070815 GOOD             NEDR
 MK1614  HISTORY     - 20100512 GOOD             INDIV
 MK1614
 MK1614                          STATION DESCRIPTION
 MK1614
 MK1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1614'4.6 MI S FROM FULLERTON.
 MK1614'4.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1614'FULLERTON, NANCE COUNTY, AT THE NANCE-MERRICK COUNTY LINE, IN
 MK1614'THE NORTHEAST CORNER OF SECTION 3, T 15 N, R 6 W, AT THE
 MK1614'INTERSECTION OF A COUNTY ROAD, 49 FEET WEST OF THE CENTER LINE
 MK1614'OF THE HIGHWAY, AND 24 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MK1614'A CULVERT UNDER THE COUNTY ROAD.  A STANDARD DISK, STAMPED Q 136
 MK1614'RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.  MILEAGE SHOWS
 MK1614'THIS BENCH MARK IS 1 MILE NORTH OF THE MERRICK-NANCE COUNTY LINE.
 MK1614
 MK1614                          STATION RECOVERY (2007)
 MK1614
 MK1614'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 MK1614'BENCH MARK APPEARS TO BE GOOD CONDITION BUT COULD NOT USE THE
 MK1614'PUBLISHED ELEVATION.
 MK1614
 MK1614                          STATION RECOVERY (2010)
 MK1614
 MK1614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1614'COULD NOT GET THE RTN ELEVATION TO MATCH THE PUBLISHED RESET
 MK1614'ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0537 ***********************************************************************
 LG0537  DESIGNATION -  Q 137
 LG0537  PID         -  LG0537
 LG0537  STATE/COUNTY-  NE/YORK
 LG0537  COUNTRY     -  US
 LG0537  USGS QUAD   -  WACO (2017)
 LG0537
 LG0537                         *CURRENT SURVEY CONTROL
 LG0537  ______________________________________________________________________
 LG0537* NAD 83(1986) POSITION- 40 58 40.     (N) 097 28 39.     (W)   SCALED
 LG0537* NAVD 88 ORTHO HEIGHT -   479.255 (meters)     1572.36  (feet) ADJUSTED
 LG0537  ______________________________________________________________________
 LG0537  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 LG0537  DYNAMIC HEIGHT  -        479.010 (meters)     1571.55  (feet) COMP
 LG0537  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 LG0537
 LG0537  VERT ORDER      -  SECOND    CLASS 0
 LG0537
 LG0537.The horizontal coordinates were scaled from a map and have
 LG0537.an estimated accuracy of +/- 6 seconds.
 LG0537
 LG0537.The orthometric height was determined by differential leveling and
 LG0537.adjusted by the NATIONAL GEODETIC SURVEY
 LG0537.in June 1991.
 LG0537
 LG0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0537.GEOID18 height accuracy estimate available here.
 LG0537
 LG0537.Click photographs - Photos may exist for this station.
 LG0537
 LG0537.The dynamic height is computed by dividing the NAVD 88
 LG0537.geopotential number by the normal gravity value computed on the
 LG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0537.degrees latitude (g = 980.6199 gals.).
 LG0537
 LG0537.The modeled gravity was interpolated from observed gravity values.
 LG0537
 LG0537;                    North         East    Units  Estimated Accuracy
 LG0537;SPC NE       -   130,160.      712,210.      MT  (+/- 180 meters Scaled)
 LG0537
 LG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL280374(NAD 83)
 LG0537
 LG0537                          SUPERSEDED SURVEY CONTROL
 LG0537
 LG0537  NGVD 29 (??/??/92)  479.060  (m)         1571.72   (f) ADJ UNCH    2 0
 LG0537
 LG0537.Superseded values are not recommended for survey control.
 LG0537
 LG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0537.See file dsdata.pdf to determine how the superseded data were derived.
 LG0537
 LG0537_MARKER: DB = BENCH MARK DISK
 LG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0537_STAMPING: Q 137 1935
 LG0537_MARK LOGO: CGS
 LG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0537+STABILITY: SURFACE MOTION
 LG0537
 LG0537  HISTORY     - Date     Condition        Report By
 LG0537  HISTORY     - 1935     MONUMENTED       CGS
 LG0537  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0537
 LG0537                          STATION DESCRIPTION
 LG0537
 LG0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0537'1.2 MI NE FROM THAYER.
 LG0537'1.2 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0537'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, 43.5
 LG0537'FEET SOUTH OF THE OLD ROADBED, AND 3.0 FEET NORTH OF A FENCE.
 LG0537'A STANDARD DISK, STAMPED Q 137 1935 AND SET IN THE TOP OF A
 LG0537'CONCRETE POST.
 LG0537
 LG0537                          STATION RECOVERY (1967)
 LG0537
 LG0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0121 ***********************************************************************
 MK0121  DESIGNATION -  Q 139
 MK0121  PID         -  MK0121
 MK0121  STATE/COUNTY-  NE/BURT
 MK0121  COUNTRY     -  US
 MK0121  USGS QUAD   -  LYONS (2017)
 MK0121
 MK0121                         *CURRENT SURVEY CONTROL
 MK0121  ______________________________________________________________________
 MK0121* NAD 83(1986) POSITION- 41 56 15.     (N) 096 28 32.     (W)   SCALED
 MK0121* NAVD 88 ORTHO HEIGHT -   397.021 (meters)     1302.56  (feet) ADJUSTED
 MK0121  ______________________________________________________________________
 MK0121  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 MK0121  DYNAMIC HEIGHT  -        396.879 (meters)     1302.09  (feet) COMP
 MK0121  MODELED GRAVITY -    980,253.0   (mgal)                       NAVD 88
 MK0121
 MK0121  VERT ORDER      -  SECOND    CLASS 0
 MK0121
 MK0121.The horizontal coordinates were scaled from a map and have
 MK0121.an estimated accuracy of +/- 6 seconds.
 MK0121
 MK0121.The orthometric height was determined by differential leveling and
 MK0121.adjusted by the NATIONAL GEODETIC SURVEY
 MK0121.in June 1991.
 MK0121
 MK0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0121.GEOID18 height accuracy estimate available here.
 MK0121
 MK0121.Click photographs - Photos may exist for this station.
 MK0121
 MK0121.The dynamic height is computed by dividing the NAVD 88
 MK0121.geopotential number by the normal gravity value computed on the
 MK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0121.degrees latitude (g = 980.6199 gals.).
 MK0121
 MK0121.The modeled gravity was interpolated from observed gravity values.
 MK0121
 MK0121;                    North         East    Units  Estimated Accuracy
 MK0121;SPC NE       -   239,570.      792,120.      MT  (+/- 180 meters Scaled)
 MK0121
 MK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM092459(NAD 83)
 MK0121
 MK0121                          SUPERSEDED SURVEY CONTROL
 MK0121
 MK0121  NGVD 29 (??/??/92)  396.877  (m)         1302.09   (f) ADJ UNCH    2 0
 MK0121
 MK0121.Superseded values are not recommended for survey control.
 MK0121
 MK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0121.See file dsdata.pdf to determine how the superseded data were derived.
 MK0121
 MK0121_MARKER: DB = BENCH MARK DISK
 MK0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0121_SP_SET: BUILDING WALL
 MK0121_STAMPING: Q 139 1935
 MK0121_MARK LOGO: CGS
 MK0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0121
 MK0121  HISTORY     - Date     Condition        Report By
 MK0121  HISTORY     - 1935     MONUMENTED       CGS
 MK0121  HISTORY     - 20160613 MARK NOT FOUND   NEGS
 MK0121
 MK0121                          STATION DESCRIPTION
 MK0121
 MK0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0121'AT LYONS.
 MK0121'AT LYONS, BURT COUNTY, 75.3 FEET NORTHWEST OF THE CENTER OF THE
 MK0121'INTERSECTION OF MAIN AND THIRD STREETS, 40.8 FEET NORTH OF THE
 MK0121'CENTERLINE OF MAIN STREET, IN THE SOUTH WALL OF A BUILDING
 MK0121'OCCUPIED IN 1935 BY THE REDDING BROTHERS FORD GARAGE, 32.4 FEET
 MK0121'WEST OF THE SOUTHEAST CORNER, AND 4.7 FEET ABOVE THE GROUND.  A
 MK0121'STANDARD DISK, STAMPED Q 139 1935 AND SET VERTICALLY.
 MK0121
 MK0121                          STATION RECOVERY (2016)
 MK0121
 MK0121'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 MK0121'MARK NOT FOUND
 MK0121'BRICK WALL HAS BEEN COVERED WITH DECORATIVE BOARDS OF NOW GROCERY
 MK0121'STORE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0639 ***********************************************************************
 LG0639  DESIGNATION -  Q 14
 LG0639  PID         -  LG0639
 LG0639  STATE/COUNTY-  NE/FILLMORE
 LG0639  COUNTRY     -  US
 LG0639  USGS QUAD   -  FAIRMONT (2017)
 LG0639
 LG0639                         *CURRENT SURVEY CONTROL
 LG0639  ______________________________________________________________________
 LG0639* NAD 83(1986) POSITION- 40 38 24.03   (N) 097 32 24.25   (W)   HD_HELD1
 LG0639* NAVD 88 ORTHO HEIGHT -   492.615 (meters)     1616.19  (feet) ADJUSTED
 LG0639  ______________________________________________________________________
 LG0639  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 LG0639  DYNAMIC HEIGHT  -        492.345 (meters)     1615.30  (feet) COMP
 LG0639  MODELED GRAVITY -    980,060.6   (mgal)                       NAVD 88
 LG0639
 LG0639  VERT ORDER      -  FIRST     CLASS II
 LG0639
 LG0639.The horizontal coordinates were determined by differentially corrected
 LG0639.hand held GPS observations or other comparable positioning techniques
 LG0639.and have an estimated accuracy of +/- 3 meters.
 LG0639
 LG0639.The orthometric height was determined by differential leveling and
 LG0639.adjusted by the NATIONAL GEODETIC SURVEY
 LG0639.in June 1991.
 LG0639
 LG0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0639.GEOID18 height accuracy estimate available here.
 LG0639
 LG0639.Click photographs - Photos may exist for this station.
 LG0639
 LG0639.The dynamic height is computed by dividing the NAVD 88
 LG0639.geopotential number by the normal gravity value computed on the
 LG0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0639.degrees latitude (g = 980.6199 gals.).
 LG0639
 LG0639.The modeled gravity was interpolated from observed gravity values.
 LG0639
 LG0639;                    North         East    Units  Estimated Accuracy
 LG0639;SPC NE       -    92,523.8     708,013.1     MT  (+/- 3 meters HH1 GPS) 
 LG0639
 LG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2345099820(NAD 83)
 LG0639
 LG0639                          SUPERSEDED SURVEY CONTROL
 LG0639
 LG0639  NGVD 29 (??/??/92)  492.444  (m)         1615.63   (f) ADJ UNCH    1 2
 LG0639
 LG0639.Superseded values are not recommended for survey control.
 LG0639
 LG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0639.See file dsdata.pdf to determine how the superseded data were derived.
 LG0639
 LG0639_MARKER: DB = BENCH MARK DISK
 LG0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0639_STAMPING: Q 14 1933 1615.551
 LG0639_MARK LOGO: CGS
 LG0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0639+STABILITY: SURFACE MOTION
 LG0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0639+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2020
 LG0639
 LG0639  HISTORY     - Date     Condition        Report By
 LG0639  HISTORY     - 1933     MONUMENTED       CGS
 LG0639  HISTORY     - 1934     GOOD             CGS
 LG0639  HISTORY     - 19911007 GOOD             NGS
 LG0639  HISTORY     - 20200304 GOOD             NEGS
 LG0639
 LG0639                          STATION DESCRIPTION
 LG0639
 LG0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0639'2.5 MI E FROM FAIRMONT.
 LG0639'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0639'FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, AT MILEAGE 110.5,
 LG0639'AT A ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LG0639'70 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, AND 48 FEET
 LG0639'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LG0639'1615.551 Q 14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0639'4 INCHES ABOVE GROUND.
 LG0639
 LG0639                          STATION RECOVERY (1991)
 LG0639
 LG0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0639'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0639'U.S. HIGHWAY 81 IN FAIRMONT, 25.6 M (84.0 FT) NORTH OF THE HIGHWAY
 LG0639'CENTERLINE, 22.0 M (72.2 FT) EAST OF THE CENTER OF A PAVED ROAD, 13.9
 LG0639'M (45.6 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0639'RAILROAD, 4.2 M (13.8 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY
 LG0639'CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 LG0639'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS O.1 M ABOVE THE
 LG0639'GROUND SURFACE.
 LG0639
 LG0639                          STATION RECOVERY (2020)
 LG0639
 LG0639'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LG0639'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND U.S. 81 (WEST OF
 LG0639'FAIRMONT), GO EAST ON US-6 APPROXIMATELY 2.94 MI (4.73 KM) TO THE
 LG0639'BENCH MARK ON THE LEFT (NORTH) SIDE OF THE HIGHWAY AND EAST OF ROAD
 LG0639'16.
 LG0639'
 LG0639'IT IS 72.2 FT (22.0 M) EAST OF THE CENTERLINE OF ROAD 16, 45.6 FT
 LG0639'(13.9 M) SOUTH OF THE SOUTH RAIL OF THE BNRR, 84.0 FT (25.6 M) NORTH
 LG0639'OF THE CENTERLINE OF THE HIGHWAY AND 1.0 FT (0.3 M) WEST OF A
 LG0639'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0089 ***********************************************************************
 LH0089  DESIGNATION -  Q 15
 LH0089  PID         -  LH0089
 LH0089  STATE/COUNTY-  NE/CLAY
 LH0089  COUNTRY     -  US
 LH0089  USGS QUAD   -  INLAND (2017)
 LH0089
 LH0089                         *CURRENT SURVEY CONTROL
 LH0089  ______________________________________________________________________
 LH0089* NAD 83(1986) POSITION- 40 35 27.     (N) 098 14 33.     (W)   SCALED
 LH0089* NAVD 88 ORTHO HEIGHT -   566.807 (meters)     1859.60  (feet) ADJUSTED
 LH0089  ______________________________________________________________________
 LH0089  GEOID HEIGHT    -        -25.479 (meters)                     GEOID18
 LH0089  DYNAMIC HEIGHT  -        566.495 (meters)     1858.58  (feet) COMP
 LH0089  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 LH0089
 LH0089  VERT ORDER      -  FIRST     CLASS II
 LH0089
 LH0089.The horizontal coordinates were scaled from a map and have
 LH0089.an estimated accuracy of +/- 6 seconds.
 LH0089
 LH0089.The orthometric height was determined by differential leveling and
 LH0089.adjusted by the NATIONAL GEODETIC SURVEY
 LH0089.in June 1991.
 LH0089
 LH0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0089.GEOID18 height accuracy estimate available here.
 LH0089
 LH0089.Click photographs - Photos may exist for this station.
 LH0089
 LH0089.The dynamic height is computed by dividing the NAVD 88
 LH0089.geopotential number by the normal gravity value computed on the
 LH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0089.degrees latitude (g = 980.6199 gals.).
 LH0089
 LH0089.The modeled gravity was interpolated from observed gravity values.
 LH0089
 LH0089;                    North         East    Units  Estimated Accuracy
 LH0089;SPC NE       -    85,620.      648,740.      MT  (+/- 180 meters Scaled)
 LH0089
 LH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK640936(NAD 83)
 LH0089
 LH0089                          SUPERSEDED SURVEY CONTROL
 LH0089
 LH0089  NGVD 29 (??/??/92)  566.588  (m)         1858.88   (f) ADJ UNCH    1 2
 LH0089
 LH0089.Superseded values are not recommended for survey control.
 LH0089
 LH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0089.See file dsdata.pdf to determine how the superseded data were derived.
 LH0089
 LH0089_MARKER: DB = BENCH MARK DISK
 LH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0089_STAMPING: 1858.943 Q 15 1933
 LH0089_MARK LOGO: CGS
 LH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0089+STABILITY: SURFACE MOTION
 LH0089
 LH0089  HISTORY     - Date     Condition        Report By
 LH0089  HISTORY     - 1933     MONUMENTED       CGS
 LH0089  HISTORY     - 1934     GOOD             CGS
 LH0089  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0089
 LH0089                          STATION DESCRIPTION
 LH0089
 LH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0089'0.9 MI W FROM INLAND.
 LH0089'0.9 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0089'FROM THE STATION AT INLAND, CLAY COUNTY, 0.5 MILE WEST OF
 LH0089'MILEPOST 148, 138 FEET WEST OF A ROAD CROSSING, 54.9 FEET
 LH0089'NORTH OF THE CENTERLINE OF THE TRACK, AND 43 FEET SOUTH OF THE
 LH0089'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1858.943
 LH0089'Q 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LH0089'INCHES ABOVE GROUND.
 LH0089
 LH0089                          STATION RECOVERY (1991)
 LH0089
 LH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0089'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0251 ***********************************************************************
 LJ0251  DESIGNATION -  Q 158
 LJ0251  PID         -  LJ0251
 LJ0251  STATE/COUNTY-  NE/CHASE
 LJ0251  COUNTRY     -  US
 LJ0251  USGS QUAD   -  ENDERS (2017)
 LJ0251
 LJ0251                         *CURRENT SURVEY CONTROL
 LJ0251  ______________________________________________________________________
 LJ0251* NAD 83(1995) POSITION- 40 29 02.26436(N) 101 34 16.82883(W)   ADJUSTED
 LJ0251* NAD 83(1995) ELLIP HT-   963.247 (meters)        (06/27/02)   ADJUSTED
 LJ0251* NAVD 88 ORTHO HEIGHT -   985.569 (meters)     3233.49  (feet) ADJUSTED
 LJ0251  ______________________________________________________________________
 LJ0251  GEOID HEIGHT    -        -22.304 (meters)                     GEOID18
 LJ0251  NAD 83(1995) X  -   -974,601.387 (meters)                     COMP
 LJ0251  NAD 83(1995) Y  - -4,759,973.979 (meters)                     COMP
 LJ0251  NAD 83(1995) Z  -  4,119,630.902 (meters)                     COMP
 LJ0251  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 LJ0251  DYNAMIC HEIGHT  -        984.897 (meters)     3231.28  (feet) COMP
 LJ0251  MODELED GRAVITY -    979,909.5   (mgal)                       NAVD 88
 LJ0251
 LJ0251  HORZ ORDER      -  FIRST
 LJ0251  VERT ORDER      -  SECOND    CLASS 0
 LJ0251  ELLP ORDER      -  FOURTH    CLASS I
 LJ0251
 LJ0251.The horizontal coordinates were established by GPS observations
 LJ0251.and adjusted by the National Geodetic Survey in August 1997.
 LJ0251
 LJ0251.The orthometric height was determined by differential leveling and
 LJ0251.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0251.in June 1991.
 LJ0251
 LJ0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0251.GEOID18 height accuracy estimate available here.
 LJ0251
 LJ0251.Click photographs - Photos may exist for this station.
 LJ0251
 LJ0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0251
 LJ0251.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0251
 LJ0251.The ellipsoidal height was determined by GPS observations
 LJ0251.and is referenced to NAD 83.
 LJ0251
 LJ0251.The dynamic height is computed by dividing the NAVD 88
 LJ0251.geopotential number by the normal gravity value computed on the
 LJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0251.degrees latitude (g = 980.6199 gals.).
 LJ0251
 LJ0251.The modeled gravity was interpolated from observed gravity values.
 LJ0251
 LJ0251. The following values were computed from the NAD 83(1995) position.
 LJ0251
 LJ0251;                    North         East     Units Scale Factor Converg.
 LJ0251;SPC NE       -    73,450.254   366,801.017   MT  0.99981619   -1 02 28.8
 LJ0251;SPC NE       -   240,978.04  1,203,413.00   sFT  0.99981619   -1 02 28.8
 LJ0251;UTM  14      - 4,484,650.776   282,056.825   MT  1.00018472   -1 40 12.2
 LJ0251
 LJ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0251!SPC NE       -   0.99984892  x   0.99981619  =   0.99966514
 LJ0251!UTM  14      -   0.99984892  x   1.00018472  =   1.00003361
 LJ0251
 LJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8205684650(NAD 83)
 LJ0251
 LJ0251                          SUPERSEDED SURVEY CONTROL
 LJ0251
 LJ0251  ELLIP H (08/18/97)  963.255  (m)                       GP(       ) 4 1
 LJ0251  ELLIP H (01/07/93)  963.104  (m)                       GP(       ) 4 2
 LJ0251  NGVD 29 (??/??/92)  985.180  (m)         3232.21   (f) ADJ UNCH    2 0
 LJ0251  NGVD 29 (02/23/90)  985.     (m)  RAPSU86  model used  GPS OBS        
 LJ0251
 LJ0251.Superseded values are not recommended for survey control.
 LJ0251
 LJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0251.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0251
 LJ0251_MARKER: DB = BENCH MARK DISK
 LJ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0251_STAMPING: Q 158 1934
 LJ0251_MARK LOGO: CGS
 LJ0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0251+STABILITY: SURFACE MOTION
 LJ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0251+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LJ0251
 LJ0251  HISTORY     - Date     Condition        Report By
 LJ0251  HISTORY     - 1934     MONUMENTED       CGS
 LJ0251  HISTORY     - 1941     GOOD             CGS
 LJ0251  HISTORY     - 19890707 GOOD             NGS
 LJ0251
 LJ0251                          STATION DESCRIPTION
 LJ0251
 LJ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0251'3.1 MI W FROM ENDERS.
 LJ0251'3.1 MILES WEST OF C.B. AND Q. RR STATION AT ENDERS, ON CHICAGO,
 LJ0251'BURLINGTON AND QUINCY RAILROAD AT CROSS ROADS AND UNDER
 LJ0251'TELEPHONE LINE.  24 FEET SOUTH OF CENTERLINE OF RAILROAD TRACKS,
 LJ0251'AND 2 RAILS EAST OF CROSSING.  1/3 MILE NORTH OF FARM HOUSE.
 LJ0251
 LJ0251                          STATION RECOVERY (1941)
 LJ0251
 LJ0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0251'RECOVERED IN GOOD CONDITION.
 LJ0251
 LJ0251                          STATION RECOVERY (1989)
 LJ0251
 LJ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0251'THE STATION IS LOCATED ABOUT 9.4 KM (5.85 MI) SOUTHEAST OF IMPERIAL,
 LJ0251'1.1 KM (0.70 MI) SOUTH OF U.S. HIGHWAY 6 AND STATE ROUTE 61 AT A
 LJ0251'BURLINGTON NORTHERN RAILROAD CROSSING.  OWNERSHIP--CHASE COUNTY.
 LJ0251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 WEST AND
 LJ0251'STATE ROUTE 61 NORTH AT THE SOUTHEAST CORNER OF IMPERIAL, GO
 LJ0251'SOUTHEASTERLY ALONG U.S. HIGHWAY 6 AND STATE ROUTE 61 FOR 5.2 KM
 LJ0251'(3.25 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 LJ0251'GRAVEL ROAD FOR 1.2 KM (0.75 MI) TO A RAILROAD CROSSING AND THE
 LJ0251'STATION ON THE LEFT.
 LJ0251'THE STATION MARK IS SET 12.2 M (40.0 FT) SOUTHEAST OF THE APPROXIMATE
 LJ0251'CENTERLINE OF THE GRAVEL ROAD, 7.1 M (23.3 FT) NORTH-NORTHEAST OF A
 LJ0251'GUYED UTILITY POLE, 5.9 M (19.4 FT) NORTH-NORTHEAST OF A CORNER
 LJ0251'FENCEPOST, 0.61 M (2.0 FT) NORTH OF WITNESS POST AND 0.61 M (2.0 FT)
 LJ0251'ABOVE THE LEVEL OF THE RAILROAD.
 LJ0251'DESCRIBED BY G.F.SMITH, VERIFIED BY R.D.BALL, TYPED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0105 ***********************************************************************
 LJ0105  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0105  DESIGNATION -  Q 159
 LJ0105  PID         -  LJ0105
 LJ0105  STATE/COUNTY-  NE/HITCHCOCK
 LJ0105  COUNTRY     -  US
 LJ0105  USGS QUAD   -  BEVERLY (2017)
 LJ0105
 LJ0105                         *CURRENT SURVEY CONTROL
 LJ0105  ______________________________________________________________________
 LJ0105* NAD 83(2011) POSITION- 40 20 57.97251(N) 100 53 59.24686(W)   ADJUSTED
 LJ0105* NAD 83(2011) ELLIP HT-   802.100 (meters)        (06/27/12)   ADJUSTED
 LJ0105* NAD 83(2011) EPOCH   -  2010.00
 LJ0105* NAVD 88 ORTHO HEIGHT -   825.479 (meters)     2708.26  (feet) ADJUSTED
 LJ0105  ______________________________________________________________________
 LJ0105  GEOID HEIGHT    -        -23.384 (meters)                     GEOID18
 LJ0105  NAD 83(2011) X  -   -920,553.575 (meters)                     COMP
 LJ0105  NAD 83(2011) Y  - -4,780,460.939 (meters)                     COMP
 LJ0105  NAD 83(2011) Z  -  4,108,151.759 (meters)                     COMP
 LJ0105  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LJ0105  DYNAMIC HEIGHT  -        824.936 (meters)     2706.48  (feet) COMP
 LJ0105  MODELED GRAVITY -    979,939.7   (mgal)                       NAVD 88
 LJ0105
 LJ0105  VERT ORDER      -  SECOND    CLASS 0
 LJ0105
 LJ0105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0105  Standards:
 LJ0105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0105  -------------------------------------------------------------------
 LJ0105  NETWORK    0.42   1.12           0.20   0.13   0.57     -0.01504763
 LJ0105  -------------------------------------------------------------------
 LJ0105  Click here for local accuracies and other accuracy information.
 LJ0105
 LJ0105.The horizontal coordinates were established by GPS observations
 LJ0105.and adjusted by the National Geodetic Survey in June 2012.
 LJ0105
 LJ0105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0105.been affixed to the stable North American tectonic plate. See 
 LJ0105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0105
 LJ0105.The horizontal coordinates are valid at the epoch date displayed above
 LJ0105.which is a decimal equivalence of Year/Month/Day.
 LJ0105
 LJ0105.The orthometric height was determined by differential leveling and
 LJ0105.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0105.in June 1991.
 LJ0105
 LJ0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0105.GEOID18 height accuracy estimate available here.
 LJ0105
 LJ0105.Click photographs - Photos may exist for this station.
 LJ0105
 LJ0105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0105
 LJ0105.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0105
 LJ0105.The ellipsoidal height was determined by GPS observations
 LJ0105.and is referenced to NAD 83.
 LJ0105
 LJ0105.The dynamic height is computed by dividing the NAVD 88
 LJ0105.geopotential number by the normal gravity value computed on the
 LJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0105.degrees latitude (g = 980.6199 gals.).
 LJ0105
 LJ0105.The modeled gravity was interpolated from observed gravity values.
 LJ0105
 LJ0105. The following values were computed from the NAD 83(2011) position.
 LJ0105
 LJ0105;                    North         East     Units Scale Factor Converg.
 LJ0105;SPC NE       -    57,701.883   423,568.551   MT  0.99986027   -0 35 46.6
 LJ0105;SPC NE       -   189,310.26  1,389,657.82   sFT  0.99986027   -0 35 46.6
 LJ0105;UTM  14      - 4,468,274.622   338,659.228   MT  0.99992044   -1 13 49.0
 LJ0105
 LJ0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0105!SPC NE       -   0.99987419  x   0.99986027  =   0.99973448
 LJ0105!UTM  14      -   0.99987419  x   0.99992044  =   0.99979464
 LJ0105
 LJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3865968274(NAD 83)
 LJ0105
 LJ0105                          SUPERSEDED SURVEY CONTROL
 LJ0105
 LJ0105  NAD 83(2007)-  40 20 57.97235(N)    100 53 59.24779(W) AD(2002.00) 0
 LJ0105  ELLIP H (02/10/07)  802.126  (m)                       GP(2002.00)    
 LJ0105  ELLIP H (09/24/01)  802.104  (m)                       GP(       ) 4 1
 LJ0105  NAD 83(1995)-  40 20 57.97199(N)    100 53 59.24718(W) AD(       ) B
 LJ0105  ELLIP H (06/25/96)  802.156  (m)                       GP(       ) 1 1
 LJ0105  NAVD 88             825.48   (m)         2708.3    (f) LEVELING    3  
 LJ0105  NGVD 29 (??/??/92)  825.150  (m)         2707.18   (f) ADJ UNCH    2 0
 LJ0105
 LJ0105.Superseded values are not recommended for survey control.
 LJ0105
 LJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0105.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0105
 LJ0105_MARKER: DB = BENCH MARK DISK
 LJ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0105_STAMPING: Q 159 1934
 LJ0105_MARK LOGO: CGS
 LJ0105_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0105+STABILITY: SURFACE MOTION
 LJ0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0105+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2007
 LJ0105
 LJ0105  HISTORY     - Date     Condition        Report By
 LJ0105  HISTORY     - 1934     MONUMENTED       CGS
 LJ0105  HISTORY     - 1942     GOOD             USGS
 LJ0105  HISTORY     - 19950426 GOOD             NGS
 LJ0105  HISTORY     - 20070320 GOOD             NEDR
 LJ0105
 LJ0105                          STATION DESCRIPTION
 LJ0105
 LJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0105'13.1 MI N FROM CULBERTSON.
 LJ0105'13.1 MILES NORTH OF BURLINGTON STATION AT CULBERTSON, ON
 LJ0105'HIGHWAY 17 AT A T-ROAD TO THE EAST.  21 FEET SOUTH OF CENTER
 LJ0105'LINE OF T-ROAD.  42 FEET EAST OF CENTER LINE OF HIGHWAY.  20
 LJ0105'FEET E OF A FENCE CORNER.
 LJ0105
 LJ0105                          STATION RECOVERY (1942)
 LJ0105
 LJ0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LJ0105'RECOVERED IN GOOD CONDITION.
 LJ0105
 LJ0105                          STATION RECOVERY (1995)
 LJ0105
 LJ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0105'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 34 AND
 LJ0105'STATE HIGHWAY 17, TATE STREET, IN CULBERTSON, GO WEST ON HIGHWAY 6 AND
 LJ0105'34 FOR 1.75 MI (2.82 KM) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 LJ0105'GO NORTH, NORTHWEST AND NORTH ON THE PAVED ROAD FOR 2.45 MI (3.94 KM)
 LJ0105'TO THE END OF PAVEMENT AND A TWIN MICROWAVE TOWER ON THE LEFT.
 LJ0105'CONTINUE NORTH ON A BLADED ROAD FOR 6.40 MI (10.30 KM) TO A SIDE ROAD
 LJ0105'ON THE RIGHT, AT THE HAYES COUNTY LINE.  TURN RIGHT AND GO EAST ON A
 LJ0105'BLADED ROAD FOR 0.2 MI (0.3 KM) TO A FARM DRIVE ON THE LEFT AND THE
 LJ0105'MARK ON THE RIGHT, ON HITCHCOCK COUNTY ROAD RIGHT-OF-WAY AND AT THE
 LJ0105'NORTH 1/4 CORNER OF SEC2, T4N, R32W.  THE DISK IS SET INTO THE TOP OF
 LJ0105'A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.2 FT (6.1 CM) BELOW THE
 LJ0105'GROUND SURFACE.  IT IS 67.0 FT (20.4 M) SOUTH-SOUTHEAST FROM A
 LJ0105'POWERLINE POLE, 41.5 FT (12.6 M) EAST FROM THE EXTENDED CENTERLINE OF
 LJ0105'THE FARM DRIVE, 26.5 FT (8.1 M) SOUTH FROM THE COUNTY LINE ROAD, 18.6
 LJ0105'FT (5.7 M) EAST FROM THE CENTER OF THE TOP OF A TELEPHONE CABLE
 LJ0105'JUNCTION BOX, 17.5 FT (5.3 M) EAST FROM A FENCE CORNER POST AND 7.9 FT
 LJ0105'(2.4 M) WEST FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG
 LJ0105'THE SOUTH SIDE OF THE MARK.  NOTE-4WD VEHICLE IS RECOMMENDED IF THE
 LJ0105'ROADS ARE WET.
 LJ0105
 LJ0105                          STATION RECOVERY (2007)
 LJ0105
 LJ0105'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (AB)
 LJ0105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0658 ***********************************************************************
 ML0658  DESIGNATION -  Q 16
 ML0658  PID         -  ML0658
 ML0658  STATE/COUNTY-  NE/CUSTER
 ML0658  COUNTRY     -  US
 ML0658  USGS QUAD   -  MASON CITY NW (2017)
 ML0658
 ML0658                         *CURRENT SURVEY CONTROL
 ML0658  ______________________________________________________________________
 ML0658* NAD 83(1986) POSITION- 41 14 22.     (N) 099 23 09.     (W)   SCALED
 ML0658* NAVD 88 ORTHO HEIGHT -   716.995 (meters)     2352.34  (feet) ADJUSTED
 ML0658  ______________________________________________________________________
 ML0658  GEOID HEIGHT    -        -23.394 (meters)                     GEOID18
 ML0658  DYNAMIC HEIGHT  -        716.609 (meters)     2351.07  (feet) COMP
 ML0658  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 ML0658
 ML0658  VERT ORDER      -  FIRST     CLASS II
 ML0658
 ML0658.The horizontal coordinates were scaled from a map and have
 ML0658.an estimated accuracy of +/- 6 seconds.
 ML0658
 ML0658.The orthometric height was determined by differential leveling and
 ML0658.adjusted by the NATIONAL GEODETIC SURVEY
 ML0658.in June 1991.
 ML0658
 ML0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0658.GEOID18 height accuracy estimate available here.
 ML0658
 ML0658.Click photographs - Photos may exist for this station.
 ML0658
 ML0658.The dynamic height is computed by dividing the NAVD 88
 ML0658.geopotential number by the normal gravity value computed on the
 ML0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0658.degrees latitude (g = 980.6199 gals.).
 ML0658
 ML0658.The modeled gravity was interpolated from observed gravity values.
 ML0658
 ML0658;                    North         East    Units  Estimated Accuracy
 ML0658;SPC NE       -   156,300.      551,470.      MT  (+/- 180 meters Scaled)
 ML0658
 ML0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML676654(NAD 83)
 ML0658
 ML0658                          SUPERSEDED SURVEY CONTROL
 ML0658
 ML0658  NGVD 29 (??/??/92)  716.749  (m)         2351.53   (f) ADJ UNCH    1 2
 ML0658
 ML0658.Superseded values are not recommended for survey control.
 ML0658
 ML0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0658.See file dsdata.pdf to determine how the superseded data were derived.
 ML0658
 ML0658_MARKER: DB = BENCH MARK DISK
 ML0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0658_STAMPING: 2351.534 Q 16 1933
 ML0658_MARK LOGO: CGS
 ML0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0658+STABILITY: SURFACE MOTION
 ML0658
 ML0658  HISTORY     - Date     Condition        Report By
 ML0658  HISTORY     - 1933     MONUMENTED       CGS
 ML0658  HISTORY     - 1968     MARK NOT FOUND   CGS
 ML0658  HISTORY     - 20190404 MARK NOT FOUND   NEGS
 ML0658
 ML0658                          STATION DESCRIPTION
 ML0658
 ML0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0658'3.5 MI S FROM ANSLEY.
 ML0658'ABOUT 3-1/2 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY,
 ML0658'CUSTER COUNTY, ABOUT 150 FEET WEST OF THE HOUSE OF C.D. HANNOMAN,
 ML0658'IN THE SOUTHWEST CORNER OF THE YARD, 40 FEET EAST OF THE CENTER
 ML0658'LINE OF THE HIGHWAY, AND 10 FEET NORTH OF THE DRIVEWAY.  A
 ML0658'STANDARD DISK, STAMPED 2351.534 Q 16 1933 AND SET IN THE TOP
 ML0658'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ML0658'NOTE-- THE ROAD WAS WIDENED.
 ML0658
 ML0658                          STATION RECOVERY (2019)
 ML0658
 ML0658'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0658'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0284 ***********************************************************************
 LJ0284  DESIGNATION -  Q 161
 LJ0284  PID         -  LJ0284
 LJ0284  STATE/COUNTY-  NE/PERKINS
 LJ0284  COUNTRY     -  US
 LJ0284  USGS QUAD   -  MADRID (2017)
 LJ0284
 LJ0284                         *CURRENT SURVEY CONTROL
 LJ0284  ______________________________________________________________________
 LJ0284* NAD 83(1986) POSITION- 40 51 07.     (N) 101 32 37.     (W)   SCALED
 LJ0284* NAVD 88 ORTHO HEIGHT -  1006.157 (meters)     3301.03  (feet) ADJUSTED
 LJ0284  ______________________________________________________________________
 LJ0284  GEOID HEIGHT    -        -21.721 (meters)                     GEOID18
 LJ0284  DYNAMIC HEIGHT  -       1005.498 (meters)     3298.87  (feet) COMP
 LJ0284  MODELED GRAVITY -    979,934.5   (mgal)                       NAVD 88
 LJ0284
 LJ0284  VERT ORDER      -  SECOND    CLASS 0
 LJ0284
 LJ0284.The horizontal coordinates were scaled from a map and have
 LJ0284.an estimated accuracy of +/- 6 seconds.
 LJ0284
 LJ0284.The orthometric height was determined by differential leveling and
 LJ0284.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0284.in June 1991.
 LJ0284
 LJ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0284.GEOID18 height accuracy estimate available here.
 LJ0284
 LJ0284.Click photographs - Photos may exist for this station.
 LJ0284
 LJ0284.The dynamic height is computed by dividing the NAVD 88
 LJ0284.geopotential number by the normal gravity value computed on the
 LJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0284.degrees latitude (g = 980.6199 gals.).
 LJ0284
 LJ0284.The modeled gravity was interpolated from observed gravity values.
 LJ0284
 LJ0284;                    North         East    Units  Estimated Accuracy
 LJ0284;SPC NE       -   114,260.      369,880.      MT  (+/- 180 meters Scaled)
 LJ0284
 LJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL855254(NAD 83)
 LJ0284
 LJ0284                          SUPERSEDED SURVEY CONTROL
 LJ0284
 LJ0284  NGVD 29 (??/??/92) 1005.749  (m)         3299.69   (f) ADJ UNCH    2 0
 LJ0284
 LJ0284.Superseded values are not recommended for survey control.
 LJ0284
 LJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0284.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0284
 LJ0284_MARKER: DB = BENCH MARK DISK
 LJ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0284_SP_SET: BUILDING WALL
 LJ0284_STAMPING: Q 161 1934
 LJ0284_MARK LOGO: CGS
 LJ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0284
 LJ0284  HISTORY     - Date     Condition        Report By
 LJ0284  HISTORY     - 1934     MONUMENTED       CGS
 LJ0284  HISTORY     - 1941     GOOD             CGS
 LJ0284
 LJ0284                          STATION DESCRIPTION
 LJ0284
 LJ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0284'AT MADRID.
 LJ0284'AT MADRID, PERKINS COUNTY, 300 FEET NORTHEAST OF THE CHICAGO,
 LJ0284'BURLINGTON AND QUINCY RAILROAD STATION, AT THE CITY POWER
 LJ0284'BUILDING, IN THE CENTER OF THE SOUTH BRICK WALL, AND ABOUT 4
 LJ0284'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Q 161 1934 AND SET
 LJ0284'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0175 ***********************************************************************
 LJ0175  DESIGNATION -  Q 162
 LJ0175  PID         -  LJ0175
 LJ0175  STATE/COUNTY-  NE/HAYES
 LJ0175  COUNTRY     -  US
 LJ0175  USGS QUAD   -  HAYES CENTER SW (2017)
 LJ0175
 LJ0175                         *CURRENT SURVEY CONTROL
 LJ0175  ______________________________________________________________________
 LJ0175* NAD 83(1986) POSITION- 40 33 11.     (N) 101 09 54.     (W)   SCALED
 LJ0175* NAVD 88 ORTHO HEIGHT -   981.038 (meters)     3218.62  (feet) ADJUSTED
 LJ0175  ______________________________________________________________________
 LJ0175  GEOID HEIGHT    -        -22.652 (meters)                     GEOID18
 LJ0175  DYNAMIC HEIGHT  -        980.383 (meters)     3216.47  (feet) COMP
 LJ0175  MODELED GRAVITY -    979,923.9   (mgal)                       NAVD 88
 LJ0175
 LJ0175  VERT ORDER      -  SECOND    CLASS 0
 LJ0175
 LJ0175.The horizontal coordinates were scaled from a map and have
 LJ0175.an estimated accuracy of +/- 6 seconds.
 LJ0175
 LJ0175.The orthometric height was determined by differential leveling and
 LJ0175.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0175.in June 1991.
 LJ0175
 LJ0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0175.GEOID18 height accuracy estimate available here.
 LJ0175
 LJ0175.Click photographs - Photos may exist for this station.
 LJ0175
 LJ0175.The dynamic height is computed by dividing the NAVD 88
 LJ0175.geopotential number by the normal gravity value computed on the
 LJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0175.degrees latitude (g = 980.6199 gals.).
 LJ0175
 LJ0175.The modeled gravity was interpolated from observed gravity values.
 LJ0175
 LJ0175;                    North         East    Units  Estimated Accuracy
 LJ0175;SPC NE       -    80,580.      401,350.      MT  (+/- 180 meters Scaled)
 LJ0175
 LJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK166913(NAD 83)
 LJ0175
 LJ0175                          SUPERSEDED SURVEY CONTROL
 LJ0175
 LJ0175  NGVD 29 (??/??/92)  980.655  (m)         3217.37   (f) ADJ UNCH    2 0
 LJ0175
 LJ0175.Superseded values are not recommended for survey control.
 LJ0175
 LJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0175.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0175
 LJ0175_MARKER: DB = BENCH MARK DISK
 LJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0175_STAMPING: Q 162 1934
 LJ0175_MARK LOGO: CGS
 LJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0175+STABILITY: SURFACE MOTION
 LJ0175
 LJ0175  HISTORY     - Date     Condition        Report By
 LJ0175  HISTORY     - 1934     MONUMENTED       CGS
 LJ0175  HISTORY     - 1941     GOOD             CGS
 LJ0175
 LJ0175                          STATION DESCRIPTION
 LJ0175
 LJ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0175'10.1 MI NW FROM HAYES CENTER.
 LJ0175'10.1 MILES NORTH WEST OF I.O.O.F. BUILDING HAYES CENTER, ON
 LJ0175'HIGHWAY 17, 81 FEET WEST OF A FENCE CORNER, AND 21 FEET SOUTH OF
 LJ0175'CENTER LINE OF ROAD.  AT THE TOP OF A HILL.  NW 1/4, NE 1/4,
 LJ0175'SECTION 27 T 7 N, R 34 W.
 LJ0175
 LJ0175                          STATION RECOVERY (1941)
 LJ0175
 LJ0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0295 ***********************************************************************
 LH0295  DESIGNATION -  Q 163
 LH0295  PID         -  LH0295
 LH0295  STATE/COUNTY-  NE/NUCKOLLS
 LH0295  COUNTRY     -  US
 LH0295  USGS QUAD   -  SUPERIOR (2017)
 LH0295
 LH0295                         *CURRENT SURVEY CONTROL
 LH0295  ______________________________________________________________________
 LH0295* NAD 83(1986) POSITION- 40 04 30.     (N) 098 01 49.     (W)   SCALED
 LH0295* NAVD 88 ORTHO HEIGHT -   530.268 (meters)     1739.72  (feet) ADJUSTED
 LH0295  ______________________________________________________________________
 LH0295  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 LH0295  DYNAMIC HEIGHT  -        529.959 (meters)     1738.71  (feet) COMP
 LH0295  MODELED GRAVITY -    980,026.0   (mgal)                       NAVD 88
 LH0295
 LH0295  VERT ORDER      -  SECOND    CLASS 0
 LH0295
 LH0295.The horizontal coordinates were scaled from a map and have
 LH0295.an estimated accuracy of +/- 6 seconds.
 LH0295
 LH0295.The orthometric height was determined by differential leveling and
 LH0295.adjusted by the NATIONAL GEODETIC SURVEY
 LH0295.in June 1991.
 LH0295
 LH0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0295.GEOID18 height accuracy estimate available here.
 LH0295
 LH0295.Click photographs - Photos may exist for this station.
 LH0295
 LH0295.The dynamic height is computed by dividing the NAVD 88
 LH0295.geopotential number by the normal gravity value computed on the
 LH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0295.degrees latitude (g = 980.6199 gals.).
 LH0295
 LH0295.The modeled gravity was interpolated from observed gravity values.
 LH0295
 LH0295;                    North         East    Units  Estimated Accuracy
 LH0295;SPC NE       -    28,750.      668,000.      MT  (+/- 180 meters Scaled)
 LH0295
 LH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK826365(NAD 83)
 LH0295
 LH0295                          SUPERSEDED SURVEY CONTROL
 LH0295
 LH0295  NGVD 29 (??/??/92)  530.092  (m)         1739.14   (f) ADJ UNCH    2 0
 LH0295
 LH0295.Superseded values are not recommended for survey control.
 LH0295
 LH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0295.See file dsdata.pdf to determine how the superseded data were derived.
 LH0295
 LH0295_MARKER: DB = BENCH MARK DISK
 LH0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0295_STAMPING: Q 163 1934
 LH0295_MARK LOGO: CGS
 LH0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0295+STABILITY: SURFACE MOTION
 LH0295
 LH0295  HISTORY     - Date     Condition        Report By
 LH0295  HISTORY     - 1934     MONUMENTED       CGS
 LH0295
 LH0295                          STATION DESCRIPTION
 LH0295
 LH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0295'2.4 MI S FROM CADAMS.
 LH0295'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LH0295'THE STATION AT CADAMS, NUCKOLLS COUNTY, AT A ROAD CROSSING, 30
 LH0295'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 40 FEET WEST OF
 LH0295'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 163
 LH0295'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0681 ***********************************************************************
 LH0681  DESIGNATION -  Q 164
 LH0681  PID         -  LH0681
 LH0681  STATE/COUNTY-  NE/PHELPS
 LH0681  COUNTRY     -  US
 LH0681  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0681
 LH0681                         *CURRENT SURVEY CONTROL
 LH0681  ______________________________________________________________________
 LH0681* NAD 83(1986) POSITION- 40 27 31.     (N) 099 15 43.     (W)   SCALED
 LH0681* NAVD 88 ORTHO HEIGHT -   689.114 (meters)     2260.87  (feet) ADJUSTED
 LH0681  ______________________________________________________________________
 LH0681  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 LH0681  DYNAMIC HEIGHT  -        688.690 (meters)     2259.48  (feet) COMP
 LH0681  MODELED GRAVITY -    979,987.4   (mgal)                       NAVD 88
 LH0681
 LH0681  VERT ORDER      -  SECOND    CLASS 0
 LH0681
 LH0681.The horizontal coordinates were scaled from a map and have
 LH0681.an estimated accuracy of +/- 6 seconds.
 LH0681
 LH0681.The orthometric height was determined by differential leveling and
 LH0681.adjusted by the NATIONAL GEODETIC SURVEY
 LH0681.in June 1991.
 LH0681
 LH0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0681.GEOID18 height accuracy estimate available here.
 LH0681
 LH0681.Click photographs - Photos may exist for this station.
 LH0681
 LH0681.The dynamic height is computed by dividing the NAVD 88
 LH0681.geopotential number by the normal gravity value computed on the
 LH0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0681.degrees latitude (g = 980.6199 gals.).
 LH0681
 LH0681.The modeled gravity was interpolated from observed gravity values.
 LH0681
 LH0681;                    North         East    Units  Estimated Accuracy
 LH0681;SPC NE       -    69,690.      562,590.      MT  (+/- 180 meters Scaled)
 LH0681
 LH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK777786(NAD 83)
 LH0681
 LH0681                          SUPERSEDED SURVEY CONTROL
 LH0681
 LH0681  NGVD 29 (??/??/92)  688.838  (m)         2259.96   (f) ADJ UNCH    2 0
 LH0681
 LH0681.Superseded values are not recommended for survey control.
 LH0681
 LH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0681.See file dsdata.pdf to determine how the superseded data were derived.
 LH0681
 LH0681_MARKER: DB = BENCH MARK DISK
 LH0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0681_SP_SET: CULVERT HEADWALL
 LH0681_STAMPING: Q 164 1934
 LH0681_MARK LOGO: CGS
 LH0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0681+STABILITY: SURFACE MOTION
 LH0681
 LH0681  HISTORY     - Date     Condition        Report By
 LH0681  HISTORY     - 1934     MONUMENTED       CGS
 LH0681  HISTORY     - 1954     GOOD             DOD
 LH0681
 LH0681                          STATION DESCRIPTION
 LH0681
 LH0681'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 LH0681'6 MI E FROM HOLDREGE.
 LH0681'6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0681'FROM THE POST OFFICE AT HODLREGE, PHELPS COUNTY, 5 RAILS WEST
 LH0681'OF MILEPOST 205, 65 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0681'AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 6, IN THE TOP OF THE
 LH0681'SOUTH HEADWALL, AND PROJECTING 3.5 FEET ABOVE THE BOTTOM OF THE
 LH0681'DRAIN.  A STANDARD DISK, STAMPED Q 164 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0682 ***********************************************************************
 LH0682  DESIGNATION -  Q 164 RESET
 LH0682  PID         -  LH0682
 LH0682  STATE/COUNTY-  NE/PHELPS
 LH0682  COUNTRY     -  US
 LH0682  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0682
 LH0682                         *CURRENT SURVEY CONTROL
 LH0682  ______________________________________________________________________
 LH0682* NAD 83(1986) POSITION- 40 27 33.     (N) 099 15 42.     (W)   SCALED
 LH0682* NAVD 88 ORTHO HEIGHT -   689.02  (meters)     2260.6   (feet) RESET
 LH0682  ______________________________________________________________________
 LH0682  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 LH0682  VERT ORDER      -  THIRD
 LH0682
 LH0682.The horizontal coordinates were scaled from a map and have
 LH0682.an estimated accuracy of +/- 6 seconds.
 LH0682
 LH0682.The orthometric height was computed from unverified reset data.
 LH0682
 LH0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0682.GEOID18 height accuracy estimate available here.
 LH0682
 LH0682.Click photographs - Photos may exist for this station.
 LH0682
 LH0682;                    North         East    Units  Estimated Accuracy
 LH0682;SPC NE       -    69,750.      562,610.      MT  (+/- 180 meters Scaled)
 LH0682
 LH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK778787(NAD 83)
 LH0682
 LH0682                          SUPERSEDED SURVEY CONTROL
 LH0682
 LH0682  NGVD 29 (??/??/??)  688.74   (m)         2259.6    (f) RESET       3  
 LH0682
 LH0682.Superseded values are not recommended for survey control.
 LH0682
 LH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0682.See file dsdata.pdf to determine how the superseded data were derived.
 LH0682
 LH0682_MARKER: DB = BENCH MARK DISK
 LH0682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0682_SP_SET: CULVERT HEADWALL
 LH0682_STAMPING: Q 164 RESET 1965
 LH0682_MARK LOGO: CGS
 LH0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0682+STABILITY: SURFACE MOTION
 LH0682
 LH0682  HISTORY     - Date     Condition        Report By
 LH0682  HISTORY     - 1965     MONUMENTED       CGS
 LH0682
 LH0682                          STATION DESCRIPTION
 LH0682
 LH0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LH0682'6 MI E FROM HOLDREGE.
 LH0682'ABOUT 6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0682'RAILROAD FROM THE POST OFFICE AT HOLDREGE, 5 RAILS WEST OF
 LH0682'MILEPOST 205, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0682'AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 6, IN THE TOP OF THE
 LH0682'SOUTH HEADWALL, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 LH0682'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0683 ***********************************************************************
 LH0683  DESIGNATION -  Q 164 RESET
 LH0683  PID         -  LH0683
 LH0683  STATE/COUNTY-  NE/PHELPS
 LH0683  COUNTRY     -  US
 LH0683  USGS QUAD   -  HOLDREGE EAST (2017)
 LH0683
 LH0683                         *CURRENT SURVEY CONTROL
 LH0683  ______________________________________________________________________
 LH0683* NAD 83(1986) POSITION- 40 27 31.     (N) 099 15 43.     (W)   SCALED
 LH0683* NAVD 88 ORTHO HEIGHT -   688.83  (+/-2cm)     2259.9   (feet) VERTCON
 LH0683  ______________________________________________________________________
 LH0683  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 LH0683  VERT ORDER      -  THIRD (See Below)
 LH0683
 LH0683.The horizontal coordinates were scaled from a map and have
 LH0683.an estimated accuracy of +/- 6 seconds.
 LH0683
 LH0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0683
 LH0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0683.GEOID18 height accuracy estimate available here.
 LH0683
 LH0683.The vertical order pertains to the NGVD 29 superseded value.
 LH0683
 LH0683.Click photographs - Photos may exist for this station.
 LH0683
 LH0683;                    North         East    Units  Estimated Accuracy
 LH0683;SPC NE       -    69,690.      562,590.      MT  (+/- 180 meters Scaled)
 LH0683
 LH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK777786(NAD 83)
 LH0683
 LH0683                          SUPERSEDED SURVEY CONTROL
 LH0683
 LH0683  NGVD 29 (01/31/13)  688.55   (m)         2259.0    (f) RESET       3  
 LH0683
 LH0683.Superseded values are not recommended for survey control.
 LH0683
 LH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0683.See file dsdata.pdf to determine how the superseded data were derived.
 LH0683
 LH0683_MARKER: DV = VERTICAL CONTROL DISK
 LH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0683_STAMPING: Q 164 RESET 1974
 LH0683_MARK LOGO: NGS
 LH0683_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0683+STABILITY: SURFACE MOTION
 LH0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0683+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 LH0683
 LH0683  HISTORY     - Date     Condition        Report By
 LH0683  HISTORY     - 1974     MONUMENTED       NEDR
 LH0683  HISTORY     - 20190320 GOOD             NEDR
 LH0683
 LH0683                          STATION DESCRIPTION
 LH0683
 LH0683'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 LH0683'6 MI E FROM HOLDREGE.
 LH0683'ABOUT 6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0683'RAILROAD FROM THE POST OFFICE AT HOLDREGE, 71 FEET SOUTH OF
 LH0683'THE CENTERLINE OF U.S. HIGHWAY 6, 19 FEET NORTH OF THE CENTERLINE
 LH0683'OF THE TRACK, 5 FEET EAST OF A CAST IRON RAILROAD CULVERT, SET
 LH0683'IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES ABOVE THE GROUND.
 LH0683
 LH0683                          STATION RECOVERY (2019)
 LH0683
 LH0683'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2019 (BJ)
 LH0683'TO REACH FROM THE INTERSECTION OF U.S. 6 - U.S. 34 AND MAIN STREET IN
 LH0683'FUNK, NEBRASKA, GO WEST-SOUTHWEST ON U.S. HIGHWAY 6/34, APPROXIMATELY
 LH0683'0.63 MI (1.01 KM) TO STATION ON THE LEFT (SOUTH).
 LH0683'
 LH0683'THE STATION IS LOCATED 70 FT (21.3 M) SOUTH FROM THE CENTERLINE OF
 LH0683'U.S. 6/34 AT MILE POST 164.82, 47.0 FT (14.3 M) SOUTHWEST OF A POWER
 LH0683'POLE, APPROXIMATELY 0.36 MI (0.58 KM) WEST-SOUTHWEST FROM THE
 LH0683'CENTERLINE OF COUNTY ROAD T AND 18 FT (5.5 M) NORTH-NORTHWEST FROM THE
 LH0683'NORTH EDGE OF NORTH RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0021 ***********************************************************************
 LJ0021  DESIGNATION -  Q 165
 LJ0021  PID         -  LJ0021
 LJ0021  STATE/COUNTY-  NE/LINCOLN
 LJ0021  COUNTRY     -  US
 LJ0021  USGS QUAD   -  STOCKVILLE NE (2017)
 LJ0021
 LJ0021                         *CURRENT SURVEY CONTROL
 LJ0021  ______________________________________________________________________
 LJ0021* NAD 83(1986) POSITION- 40 42 23.12   (N) 100 15 40.48   (W)   HD_HELD1
 LJ0021* NAVD 88 ORTHO HEIGHT -   844.403 (meters)     2770.35  (feet) ADJUSTED
 LJ0021  ______________________________________________________________________
 LJ0021  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 LJ0021  DYNAMIC HEIGHT  -        843.876 (meters)     2768.62  (feet) COMP
 LJ0021  MODELED GRAVITY -    979,972.0   (mgal)                       NAVD 88
 LJ0021
 LJ0021  VERT ORDER      -  SECOND    CLASS 0
 LJ0021
 LJ0021.The horizontal coordinates were determined by differentially corrected
 LJ0021.hand held GPS observations or other comparable positioning techniques
 LJ0021.and have an estimated accuracy of +/- 3 meters.
 LJ0021
 LJ0021.The orthometric height was determined by differential leveling and
 LJ0021.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0021.in June 1991.
 LJ0021
 LJ0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0021.GEOID18 height accuracy estimate available here.
 LJ0021
 LJ0021.Click photographs - Photos may exist for this station.
 LJ0021
 LJ0021.The dynamic height is computed by dividing the NAVD 88
 LJ0021.geopotential number by the normal gravity value computed on the
 LJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0021.degrees latitude (g = 980.6199 gals.).
 LJ0021
 LJ0021.The modeled gravity was interpolated from observed gravity values.
 LJ0021
 LJ0021;                    North         East    Units  Estimated Accuracy
 LJ0021;SPC NE       -    96,971.1     477,928.4     MT  (+/- 3 meters HH1 GPS) 
 LJ0021
 LJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9345606932(NAD 83)
 LJ0021
 LJ0021                          SUPERSEDED SURVEY CONTROL
 LJ0021
 LJ0021  NGVD 29 (??/??/92)  844.066  (m)         2769.24   (f) ADJ UNCH    2 0
 LJ0021
 LJ0021.Superseded values are not recommended for survey control.
 LJ0021
 LJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0021.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0021
 LJ0021_MARKER: DB = BENCH MARK DISK
 LJ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0021_STAMPING: Q 165 1934
 LJ0021_MARK LOGO: CGS
 LJ0021_PROJECTION: PROJECTING 21 CENTIMETERS
 LJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0021+STABILITY: SURFACE MOTION
 LJ0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0021+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2021
 LJ0021
 LJ0021  HISTORY     - Date     Condition        Report By
 LJ0021  HISTORY     - 1934     MONUMENTED       CGS
 LJ0021  HISTORY     - 1954     GOOD             USGS
 LJ0021  HISTORY     - 20210119 GOOD             NEGS
 LJ0021
 LJ0021                          STATION DESCRIPTION
 LJ0021
 LJ0021'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0021'2.6 MI W FROM FARNAM.
 LJ0021'IN LINCOLN COUNTY, 2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0021'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0021'AT A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LJ0021'AND 110 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 LJ0021'DISK, STAMPED Q 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0021
 LJ0021                          STATION RECOVERY (2021)
 LJ0021
 LJ0021'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LJ0021'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 23 AND MAIN STREET IN
 LJ0021'FARNAM, NE., GO WEST ON NE. HIGHWAY 23 APPROXIMATELY 2.5 MI (4.0 KM)
 LJ0021'TO A T INTERSECTION WITH MCNICKLE ROAD (NORTH).  TURN RIGHT AND GO
 LJ0021'NORTH ON MCNICKLE ROAD APPROXIMATELY 0.43 MI (0.69 KM) TO THE MARK ON
 LJ0021'THE RIGHT (EAST).  THE MARK IS 107 FT (32.6 M) EAST OF THE CENTERLINE
 LJ0021'OF MCNICKLE ROAD, 56.0 FT (17.1 M) EAST OF A CONCRETE ROW CORNER FENCE
 LJ0021'POST, 47.0 FT (14.3 M) SOUTH OF THE SOUTH RAIL OF A SET OF RAIL ROAD
 LJ0021'TRACKS, 1.0 FT (0.3 M) WEST OF AN ORANGE WITNESS POST AND 1.0 FT (0.3
 LJ0021'M) NORTH OF A ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0743 ***********************************************************************
 LH0743  DESIGNATION -  Q 166
 LH0743  PID         -  LH0743
 LH0743  STATE/COUNTY-  NE/FURNAS
 LH0743  COUNTRY     -  US
 LH0743  USGS QUAD   -  OXFORD (2017)
 LH0743
 LH0743                         *CURRENT SURVEY CONTROL
 LH0743  ______________________________________________________________________
 LH0743* NAD 83(1986) POSITION- 40 15 05.     (N) 099 38 40.     (W)   SCALED
 LH0743* NAVD 88 ORTHO HEIGHT -   631.259 (meters)     2071.06  (feet) ADJUSTED
 LH0743  ______________________________________________________________________
 LH0743  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 LH0743  DYNAMIC HEIGHT  -        630.873 (meters)     2069.79  (feet) COMP
 LH0743  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 LH0743
 LH0743  VERT ORDER      -  SECOND    CLASS 0
 LH0743
 LH0743.The horizontal coordinates were scaled from a map and have
 LH0743.an estimated accuracy of +/- 6 seconds.
 LH0743
 LH0743.The orthometric height was determined by differential leveling and
 LH0743.adjusted by the NATIONAL GEODETIC SURVEY
 LH0743.in June 1991.
 LH0743
 LH0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0743.GEOID18 height accuracy estimate available here.
 LH0743
 LH0743.Click photographs - Photos may exist for this station.
 LH0743
 LH0743.The dynamic height is computed by dividing the NAVD 88
 LH0743.geopotential number by the normal gravity value computed on the
 LH0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0743.degrees latitude (g = 980.6199 gals.).
 LH0743
 LH0743.The modeled gravity was interpolated from observed gravity values.
 LH0743
 LH0743;                    North         East    Units  Estimated Accuracy
 LH0743;SPC NE       -    46,480.      530,250.      MT  (+/- 180 meters Scaled)
 LH0743
 LH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK451558(NAD 83)
 LH0743
 LH0743                          SUPERSEDED SURVEY CONTROL
 LH0743
 LH0743  NGVD 29 (??/??/92)  630.998  (m)         2070.20   (f) ADJ UNCH    2 0
 LH0743
 LH0743.Superseded values are not recommended for survey control.
 LH0743
 LH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0743.See file dsdata.pdf to determine how the superseded data were derived.
 LH0743
 LH0743_MARKER: DB = BENCH MARK DISK
 LH0743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0743_SP_SET: CULVERT HEADWALL
 LH0743_STAMPING: Q 166 1934
 LH0743_MARK LOGO: CGS
 LH0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0743+STABILITY: SURFACE MOTION
 LH0743
 LH0743  HISTORY     - Date     Condition        Report By
 LH0743  HISTORY     - 1934     MONUMENTED       CGS
 LH0743  HISTORY     - 1946     GOOD             USGS
 LH0743
 LH0743                          STATION DESCRIPTION
 LH0743
 LH0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0743'AT OXFORD.
 LH0743'AT OXFORD, FURNAS COUNTY, AT THE WEST SIDE OF TOWN, ON THE
 LH0743'CHICAGO, BURLINGTON AND QUINCY RAILROAD, BETWEEN THE TRACK AND
 LH0743'STATE HIGHWAY 3, 100 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 LH0743'NEAR A HIGHWAY SIGN OXFORD, AT A CONCRETE CULVERT UNDER THE
 LH0743'HIGHWAY, AND IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD
 LH0743'DISK, STAMPED Q 166 1934.
 LH0743
 LH0743                          STATION RECOVERY (1946)
 LH0743
 LH0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LH0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0270 ***********************************************************************
 LH0270  DESIGNATION -  Q 167
 LH0270  PID         -  LH0270
 LH0270  STATE/COUNTY-  NE/WEBSTER
 LH0270  COUNTRY     -  US
 LH0270  USGS QUAD   -  BLUE HILL (2017)
 LH0270
 LH0270                         *CURRENT SURVEY CONTROL
 LH0270  ______________________________________________________________________
 LH0270* NAD 83(1986) POSITION- 40 19 58.     (N) 098 27 01.     (W)   SCALED
 LH0270* NAVD 88 ORTHO HEIGHT -   601.189 (meters)     1972.40  (feet) ADJUSTED
 LH0270  ______________________________________________________________________
 LH0270  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 LH0270  DYNAMIC HEIGHT  -        600.833 (meters)     1971.23  (feet) COMP
 LH0270  MODELED GRAVITY -    980,014.0   (mgal)                       NAVD 88
 LH0270
 LH0270  VERT ORDER      -  FIRST     CLASS II
 LH0270
 LH0270.The horizontal coordinates were scaled from a map and have
 LH0270.an estimated accuracy of +/- 6 seconds.
 LH0270
 LH0270.The orthometric height was determined by differential leveling and
 LH0270.adjusted by the NATIONAL GEODETIC SURVEY
 LH0270.in June 1991.
 LH0270
 LH0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0270.GEOID18 height accuracy estimate available here.
 LH0270
 LH0270.Click photographs - Photos may exist for this station.
 LH0270
 LH0270.The dynamic height is computed by dividing the NAVD 88
 LH0270.geopotential number by the normal gravity value computed on the
 LH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0270.degrees latitude (g = 980.6199 gals.).
 LH0270
 LH0270.The modeled gravity was interpolated from observed gravity values.
 LH0270
 LH0270;                    North         East    Units  Estimated Accuracy
 LH0270;SPC NE       -    56,640.      631,670.      MT  (+/- 180 meters Scaled)
 LH0270
 LH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK466648(NAD 83)
 LH0270
 LH0270                          SUPERSEDED SURVEY CONTROL
 LH0270
 LH0270  NGVD 29 (??/??/92)  600.961  (m)         1971.65   (f) ADJ UNCH    1 2
 LH0270
 LH0270.Superseded values are not recommended for survey control.
 LH0270
 LH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0270.See file dsdata.pdf to determine how the superseded data were derived.
 LH0270
 LH0270_MARKER: DB = BENCH MARK DISK
 LH0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0270_SP_SET: WATER TANK BASE
 LH0270_STAMPING: Q 167 1934
 LH0270_MARK LOGO: CGS
 LH0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0270
 LH0270  HISTORY     - Date     Condition        Report By
 LH0270  HISTORY     - 1934     MONUMENTED       CGS
 LH0270  HISTORY     - 1947     GOOD             CGS
 LH0270  HISTORY     - 1981     POOR             NGS
 LH0270
 LH0270                          STATION DESCRIPTION
 LH0270
 LH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0270'AT BLUE HILL.
 LH0270'AT BLUE HILL, 148.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LH0270'CHICAGO, BURLINGTON AND QUINCY RAILWAY STATION AT BLUE HILL,
 LH0270'AT THE CITY WATER TANK, IN THE TOP OF THE WEST SIDE OF THE
 LH0270'CONCRETE BASE, IN THE MIDDLE PIER, SET IN A DRILL HOLE IN CONCRETE.
 LH0270
 LH0270                          STATION RECOVERY (1981)
 LH0270
 LH0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0270'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0334 ***********************************************************************
 LH0334  DESIGNATION -  Q 168
 LH0334  PID         -  LH0334
 LH0334  STATE/COUNTY-  NE/ADAMS
 LH0334  COUNTRY     -  US
 LH0334  USGS QUAD   -  HOLSTEIN (2017)
 LH0334
 LH0334                         *CURRENT SURVEY CONTROL
 LH0334  ______________________________________________________________________
 LH0334* NAD 83(1986) POSITION- 40 27 56.     (N) 098 40 02.     (W)   SCALED
 LH0334* NAVD 88 ORTHO HEIGHT -   611.615 (meters)     2006.61  (feet) ADJUSTED
 LH0334  ______________________________________________________________________
 LH0334  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 LH0334  DYNAMIC HEIGHT  -        611.259 (meters)     2005.44  (feet) COMP
 LH0334  MODELED GRAVITY -    980,023.2   (mgal)                       NAVD 88
 LH0334
 LH0334  VERT ORDER      -  SECOND    CLASS 0
 LH0334
 LH0334.The horizontal coordinates were scaled from a map and have
 LH0334.an estimated accuracy of +/- 6 seconds.
 LH0334
 LH0334.The orthometric height was determined by differential leveling and
 LH0334.adjusted by the NATIONAL GEODETIC SURVEY
 LH0334.in June 1991.
 LH0334
 LH0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0334.GEOID18 height accuracy estimate available here.
 LH0334
 LH0334.Click photographs - Photos may exist for this station.
 LH0334
 LH0334.The dynamic height is computed by dividing the NAVD 88
 LH0334.geopotential number by the normal gravity value computed on the
 LH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0334.degrees latitude (g = 980.6199 gals.).
 LH0334
 LH0334.The modeled gravity was interpolated from observed gravity values.
 LH0334
 LH0334;                    North         East    Units  Estimated Accuracy
 LH0334;SPC NE       -    71,070.      613,010.      MT  (+/- 180 meters Scaled)
 LH0334
 LH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK282794(NAD 83)
 LH0334
 LH0334                          SUPERSEDED SURVEY CONTROL
 LH0334
 LH0334  NGVD 29 (??/??/92)  611.371  (m)         2005.81   (f) ADJ UNCH    2 0
 LH0334
 LH0334.Superseded values are not recommended for survey control.
 LH0334
 LH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0334.See file dsdata.pdf to determine how the superseded data were derived.
 LH0334
 LH0334_MARKER: DB = BENCH MARK DISK
 LH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0334_STAMPING: Q 168 1934
 LH0334_MARK LOGO: CGS
 LH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0334+STABILITY: SURFACE MOTION
 LH0334
 LH0334  HISTORY     - Date     Condition        Report By
 LH0334  HISTORY     - 1934     MONUMENTED       CGS
 LH0334  HISTORY     - 1941     GOOD             CGS
 LH0334  HISTORY     - 20190702 MARK NOT FOUND   NEGS
 LH0334
 LH0334                          STATION DESCRIPTION
 LH0334
 LH0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0334'0.8 MI W FROM HOLSTEIN.
 LH0334'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0334'FROM THE WATER TOWER AT HOLSTEIN, ADAMS COUNTY, AT A ROAD
 LH0334'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 45
 LH0334'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LH0334'STAMPED Q 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0334
 LH0334                          STATION RECOVERY (2019)
 LH0334
 LH0334'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 LH0334'RAILROAD TRACKS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0373 ***********************************************************************
 LH0373  DESIGNATION -  Q 169
 LH0373  PID         -  LH0373
 LH0373  STATE/COUNTY-  NE/WEBSTER
 LH0373  COUNTRY     -  US
 LH0373  USGS QUAD   -  INAVALE (2017)
 LH0373
 LH0373                         *CURRENT SURVEY CONTROL
 LH0373  ______________________________________________________________________
 LH0373* NAD 83(1986) POSITION- 40 05 10.     (N) 098 40 14.     (W)   SCALED
 LH0373* NAVD 88 ORTHO HEIGHT -   528.347 (meters)     1733.42  (feet) ADJUSTED
 LH0373  ______________________________________________________________________
 LH0373  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 LH0373  DYNAMIC HEIGHT  -        528.021 (meters)     1732.35  (feet) COMP
 LH0373  MODELED GRAVITY -    979,993.4   (mgal)                       NAVD 88
 LH0373
 LH0373  VERT ORDER      -  SECOND    CLASS 0
 LH0373
 LH0373.The horizontal coordinates were scaled from a map and have
 LH0373.an estimated accuracy of +/- 6 seconds.
 LH0373
 LH0373.The orthometric height was determined by differential leveling and
 LH0373.adjusted by the NATIONAL GEODETIC SURVEY
 LH0373.in June 1991.
 LH0373
 LH0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0373.GEOID18 height accuracy estimate available here.
 LH0373
 LH0373.Click photographs - Photos may exist for this station.
 LH0373
 LH0373.The dynamic height is computed by dividing the NAVD 88
 LH0373.geopotential number by the normal gravity value computed on the
 LH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0373.degrees latitude (g = 980.6199 gals.).
 LH0373
 LH0373.The modeled gravity was interpolated from observed gravity values.
 LH0373
 LH0373;                    North         East    Units  Estimated Accuracy
 LH0373;SPC NE       -    28,940.      613,380.      MT  (+/- 180 meters Scaled)
 LH0373
 LH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK280373(NAD 83)
 LH0373
 LH0373                          SUPERSEDED SURVEY CONTROL
 LH0373
 LH0373  NGVD 29 (??/??/92)  528.123  (m)         1732.68   (f) ADJ UNCH    2 0
 LH0373
 LH0373.Superseded values are not recommended for survey control.
 LH0373
 LH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0373.See file dsdata.pdf to determine how the superseded data were derived.
 LH0373
 LH0373_MARKER: DB = BENCH MARK DISK
 LH0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0373_SP_SET: BRIDGE
 LH0373_STAMPING: Q 169 1934
 LH0373_MARK LOGO: CGS
 LH0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0373+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 LH0373
 LH0373  HISTORY     - Date     Condition        Report By
 LH0373  HISTORY     - 1934     MONUMENTED       CGS
 LH0373  HISTORY     - 1941     GOOD             CGS
 LH0373  HISTORY     - 20090722 GOOD             NEDR
 LH0373  HISTORY     - 20090723 GOOD             NEDR
 LH0373
 LH0373                          STATION DESCRIPTION
 LH0373
 LH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0373'4.7 MI E FROM RIVERTON.
 LH0373'IN WEBSTER COUNTY, 4.7 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0373'AND QUINCY RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN
 LH0373'COUNTY, AT THE SOUTHWEST CORNER OF BRIDGE NO. 203.46, AND IN
 LH0373'THE TOP OF THE BRIDGE PIER.  A STANDARD DISK, STAMPED Q 169
 LH0373'1934.
 LH0373
 LH0373                          STATION RECOVERY (1941)
 LH0373
 LH0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0373'RECOVERED IN GOOD CONDITION.
 LH0373
 LH0373                          STATION RECOVERY (2009)
 LH0373
 LH0373'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 LH0373'RECOVERED IN GOOD CONDITION.
 LH0373
 LH0373                          STATION RECOVERY (2009)
 LH0373
 LH0373'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 LH0373'NEW DESCRIPTION      FROM THE INTERSECTION OF HIGHWAY 136 AND GOLD
 LH0373'STREET IN RIVERTON, NE., GO EAST ON HIGHWAY 136 FOR 3.90 MILES TO A
 LH0373'FIELD ROAD SOUTH. TURN RIGHT (SOUTH) AND FOLLOW FIELD ROAD 0.29 MILE
 LH0373'TO AN ABANDONED RAILROAD TRACK. TURN LEFT (EAST) AND FOLLOW RAILROAD
 LH0373'BED FOR 0.75 MILE TO ABANDONED RAILROAD BRIDGE NO. 203.46 AND THE
 LH0373'BENCH MARK IN THE SOUTHWEST CORNER AND ON TOP OF THE BRIDGE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0570 ***********************************************************************
 ML0570  DESIGNATION -  Q 17
 ML0570  PID         -  ML0570
 ML0570  STATE/COUNTY-  NE/LOUP
 ML0570  COUNTRY     -  US
 ML0570  USGS QUAD   -  TAYLOR (2017)
 ML0570
 ML0570                         *CURRENT SURVEY CONTROL
 ML0570  ______________________________________________________________________
 ML0570* NAD 83(1986) POSITION- 41 49 29.     (N) 099 22 36.     (W)   SCALED
 ML0570* NAVD 88 ORTHO HEIGHT -   728.572 (meters)     2390.32  (feet) ADJUSTED
 ML0570  ______________________________________________________________________
 ML0570  GEOID HEIGHT    -        -23.071 (meters)                     GEOID18
 ML0570  DYNAMIC HEIGHT  -        728.227 (meters)     2389.19  (feet) COMP
 ML0570  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 ML0570
 ML0570  VERT ORDER      -  FIRST     CLASS II
 ML0570
 ML0570.The horizontal coordinates were scaled from a map and have
 ML0570.an estimated accuracy of +/- 6 seconds.
 ML0570
 ML0570.The orthometric height was determined by differential leveling and
 ML0570.adjusted by the NATIONAL GEODETIC SURVEY
 ML0570.in June 1991.
 ML0570
 ML0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0570.GEOID18 height accuracy estimate available here.
 ML0570
 ML0570.Click photographs - Photos may exist for this station.
 ML0570
 ML0570.The dynamic height is computed by dividing the NAVD 88
 ML0570.geopotential number by the normal gravity value computed on the
 ML0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0570.degrees latitude (g = 980.6199 gals.).
 ML0570
 ML0570.The modeled gravity was interpolated from observed gravity values.
 ML0570
 ML0570;                    North         East    Units  Estimated Accuracy
 ML0570;SPC NE       -   221,280.      551,770.      MT  (+/- 180 meters Scaled)
 ML0570
 ML0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM687303(NAD 83)
 ML0570
 ML0570                          SUPERSEDED SURVEY CONTROL
 ML0570
 ML0570  NGVD 29 (??/??/92)  728.320  (m)         2389.50   (f) ADJ UNCH    1 2
 ML0570
 ML0570.Superseded values are not recommended for survey control.
 ML0570
 ML0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0570.See file dsdata.pdf to determine how the superseded data were derived.
 ML0570
 ML0570_MARKER: DB = BENCH MARK DISK
 ML0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0570_STAMPING: Q 17 1933
 ML0570_MARK LOGO: CGS
 ML0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0570+STABILITY: SURFACE MOTION
 ML0570
 ML0570  HISTORY     - Date     Condition        Report By
 ML0570  HISTORY     - 1933     MONUMENTED       CGS
 ML0570  HISTORY     - 1934     GOOD             CGS
 ML0570
 ML0570                          STATION DESCRIPTION
 ML0570
 ML0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0570'4 MI N FROM TAYLOR.
 ML0570'4 MILES NORTH.  MARK IS 200 FT. SOUTH OF LANE LEADING TO FARM OF
 ML0570'C. MCCLINTIC AND 0.5 MILE SOUTH OF LANE LEADING TO FARM OF F.A.
 ML0570'LYON.  IT IS 38 FT. WEST OF CENTER OF HWY. 83 AND IS 2 FT. EAST
 ML0570'OF A FENCE.
 ML0570
 ML0570                          STATION RECOVERY (1934)
 ML0570
 ML0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0592 ***********************************************************************
 LG0592  DESIGNATION -  Q 170
 LG0592  PID         -  LG0592
 LG0592  STATE/COUNTY-  NE/NUCKOLLS
 LG0592  COUNTRY     -  US
 LG0592  USGS QUAD   -  EDGAR (2017)
 LG0592
 LG0592                         *CURRENT SURVEY CONTROL
 LG0592  ______________________________________________________________________
 LG0592* NAD 83(1986) POSITION- 40 20 28.     (N) 097 53 38.     (W)   SCALED
 LG0592* NAVD 88 ORTHO HEIGHT -   513.036 (meters)     1683.19  (feet) ADJUSTED
 LG0592  ______________________________________________________________________
 LG0592  GEOID HEIGHT    -        -26.369 (meters)                     GEOID18
 LG0592  DYNAMIC HEIGHT  -        512.739 (meters)     1682.21  (feet) COMP
 LG0592  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 LG0592
 LG0592  VERT ORDER      -  SECOND    CLASS 0
 LG0592
 LG0592.The horizontal coordinates were scaled from a map and have
 LG0592.an estimated accuracy of +/- 6 seconds.
 LG0592
 LG0592.The orthometric height was determined by differential leveling and
 LG0592.adjusted by the NATIONAL GEODETIC SURVEY
 LG0592.in June 1991.
 LG0592
 LG0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0592.GEOID18 height accuracy estimate available here.
 LG0592
 LG0592.Click photographs - Photos may exist for this station.
 LG0592
 LG0592.The dynamic height is computed by dividing the NAVD 88
 LG0592.geopotential number by the normal gravity value computed on the
 LG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0592.degrees latitude (g = 980.6199 gals.).
 LG0592
 LG0592.The modeled gravity was interpolated from observed gravity values.
 LG0592
 LG0592;                    North         East    Units  Estimated Accuracy
 LG0592;SPC NE       -    58,560.      678,910.      MT  (+/- 180 meters Scaled)
 LG0592
 LG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK939662(NAD 83)
 LG0592
 LG0592                          SUPERSEDED SURVEY CONTROL
 LG0592
 LG0592  NGVD 29 (??/??/92)  512.844  (m)         1682.56   (f) ADJ UNCH    2 0
 LG0592
 LG0592.Superseded values are not recommended for survey control.
 LG0592
 LG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0592.See file dsdata.pdf to determine how the superseded data were derived.
 LG0592
 LG0592_MARKER: DB = BENCH MARK DISK
 LG0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0592_STAMPING: Q 170 1934
 LG0592_MARK LOGO: CGS
 LG0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0592+STABILITY: SURFACE MOTION
 LG0592
 LG0592  HISTORY     - Date     Condition        Report By
 LG0592  HISTORY     - 1934     MONUMENTED       CGS
 LG0592
 LG0592                          STATION DESCRIPTION
 LG0592
 LG0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0592'4.5 MI E FROM EDGAR.
 LG0592'IN NUCKOLLS COUNTY, 4.5 MILES EAST ALONG THE UNION PACIFIC
 LG0592'RAILROAD FROM THE STATION AT EDGAR, CLAY COUNTY, NEAR THE SEDAN
 LG0592'STATION, 5 POLES WEST OF MILEPOST 196, AND 42 FEET NORTH OF THE
 LG0592'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 170 1934
 LG0592'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0546 ***********************************************************************
 LG0546  DESIGNATION -  Q 172
 LG0546  PID         -  LG0546
 LG0546  STATE/COUNTY-  NE/JEFFERSON
 LG0546  COUNTRY     -  US
 LG0546  USGS QUAD   -  REYNOLDS (2017)
 LG0546
 LG0546                         *CURRENT SURVEY CONTROL
 LG0546  ______________________________________________________________________
 LG0546* NAD 83(1986) POSITION- 40 03 30.     (N) 097 20 12.     (W)   SCALED
 LG0546* NAVD 88 ORTHO HEIGHT -   423.640 (meters)     1389.89  (feet) ADJUSTED
 LG0546  ______________________________________________________________________
 LG0546  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 LG0546  DYNAMIC HEIGHT  -        423.393 (meters)     1389.08  (feet) COMP
 LG0546  MODELED GRAVITY -    980,030.5   (mgal)                       NAVD 88
 LG0546
 LG0546  VERT ORDER      -  SECOND    CLASS I
 LG0546
 LG0546.The horizontal coordinates were scaled from a map and have
 LG0546.an estimated accuracy of +/- 6 seconds.
 LG0546
 LG0546.The orthometric height was determined by differential leveling and
 LG0546.adjusted by the NATIONAL GEODETIC SURVEY
 LG0546.in July 2002.
 LG0546
 LG0546.No vertical observational check was made to the station.
 LG0546
 LG0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0546.GEOID18 height accuracy estimate available here.
 LG0546
 LG0546.Click photographs - Photos may exist for this station.
 LG0546
 LG0546.The dynamic height is computed by dividing the NAVD 88
 LG0546.geopotential number by the normal gravity value computed on the
 LG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0546.degrees latitude (g = 980.6199 gals.).
 LG0546
 LG0546.The modeled gravity was interpolated from observed gravity values.
 LG0546
 LG0546;                    North         East    Units  Estimated Accuracy
 LG0546;SPC NE       -    28,480.      727,200.      MT  (+/- 180 meters Scaled)
 LG0546
 LG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK418355(NAD 83)
 LG0546
 LG0546                          SUPERSEDED SURVEY CONTROL
 LG0546
 LG0546  NAVD 88 (06/15/91)  423.724  (m)         1390.17   (f) SUPERSEDED  2 0
 LG0546  NGVD 29 (??/??/92)  423.568  (m)         1389.66   (f) ADJ UNCH    2 0
 LG0546
 LG0546.Superseded values are not recommended for survey control.
 LG0546
 LG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0546.See file dsdata.pdf to determine how the superseded data were derived.
 LG0546
 LG0546_MARKER: DB = BENCH MARK DISK
 LG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0546_STAMPING: Q 172 1934
 LG0546_MARK LOGO: CGS
 LG0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0546+STABILITY: SURFACE MOTION
 LG0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0546+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 LG0546
 LG0546  HISTORY     - Date     Condition        Report By
 LG0546  HISTORY     - 1934     MONUMENTED       CGS
 LG0546  HISTORY     - 1972     GOOD             LOCENG
 LG0546  HISTORY     - 19991026 GOOD             NGS
 LG0546
 LG0546                          STATION DESCRIPTION
 LG0546
 LG0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0546'AT REYNOLDS.
 LG0546'AT REYNOLDS, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0546'QUINCY RAILROAD, 100 FEET WEST OF THE WEST END OF THE STATION,
 LG0546'200 FEET EAST OF AN ELEVATOR, AND 75 FEET NORTH OF THE CENTERLINE
 LG0546'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 172 1934 AND
 LG0546'SET IN THE TOP OF A CONCRETE POST.
 LG0546
 LG0546                          STATION RECOVERY (1972)
 LG0546
 LG0546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 LG0546'RECOVERED IN GOOD CONDITION.
 LG0546
 LG0546                          STATION RECOVERY (1999)
 LG0546
 LG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0546'IN REYNOLDS, AT THE INTERSECTION OF ASH AND REYNOLDS STREET, 22.4 M
 LG0546'(73.5 FT) EAST OF THE EXTENDED CENTER OF ASH STREET, 20.3 M (66.6 FT)
 LG0546'SOUTH OF THE CENTER OF RAILWAY STREET, 6.4 M (21.0 FT) NORTH OF THE
 LG0546'NEAR RAIL OF A SPUR TRACK, 2.8 M (9.2 FT) WEST OF THE WEST FACE OF THE
 LG0546'MOST WESTERLY OF 4 STEEL GRANARIES, 0.8 M (2.6 FT) SOUTHWEST OF A GUY
 LG0546'CABLE ANCHOR, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 LG0546'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 LG0546'PROPERTY OWNED BY FARMERS COOP ELEVATOR, BOX 67, REYNOLDS, NE 68429,
 LG0546'TELEPHONE NUMBER (402) 324-3168.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0747 ***********************************************************************
 LG0747  DESIGNATION -  Q 172 RESET
 LG0747  PID         -  LG0747
 LG0747  STATE/COUNTY-  NE/JEFFERSON
 LG0747  COUNTRY     -  US
 LG0747  USGS QUAD   -  REYNOLDS (2017)
 LG0747
 LG0747                         *CURRENT SURVEY CONTROL
 LG0747  ______________________________________________________________________
 LG0747* NAD 83(1986) POSITION- 40 03 30.     (N) 097 20 11.     (W)   SCALED
 LG0747* NAVD 88 ORTHO HEIGHT -   423.62  (+/-2cm)     1389.8   (feet) VERTCON
 LG0747  ______________________________________________________________________
 LG0747  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 LG0747  VERT ORDER      -  THIRD (See Below)
 LG0747
 LG0747.The horizontal coordinates were scaled from a map and have
 LG0747.an estimated accuracy of +/- 6 seconds.
 LG0747
 LG0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0747
 LG0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0747.GEOID18 height accuracy estimate available here.
 LG0747
 LG0747.The vertical order pertains to the NGVD 29 superseded value.
 LG0747
 LG0747.Click photographs - Photos may exist for this station.
 LG0747
 LG0747;                    North         East    Units  Estimated Accuracy
 LG0747;SPC NE       -    28,480.      727,220.      MT  (+/- 180 meters Scaled)
 LG0747
 LG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK418355(NAD 83)
 LG0747
 LG0747                          SUPERSEDED SURVEY CONTROL
 LG0747
 LG0747  NGVD 29 (01/31/13)  423.46   (m)         1389.3    (f) RESET       3  
 LG0747
 LG0747.Superseded values are not recommended for survey control.
 LG0747
 LG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0747.See file dsdata.pdf to determine how the superseded data were derived.
 LG0747
 LG0747_MARKER: DV = VERTICAL CONTROL DISK
 LG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0747_STAMPING: Q 172 RESET 1977
 LG0747_MARK LOGO: NGS
 LG0747_PROJECTION: FLUSH
 LG0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0747+STABILITY: SURFACE MOTION
 LG0747
 LG0747  HISTORY     - Date     Condition        Report By
 LG0747  HISTORY     - 1977     MONUMENTED       NGS
 LG0747
 LG0747                          STATION DESCRIPTION
 LG0747
 LG0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LG0747'IN REYNOLDS.
 LG0747'IN REYNOLDS, ON SOUTH SIDE OF NORTH RAILWAY STREET, 94 FEET NORTH OF
 LG0747'THE NORTH RAIL OF THE MAIN RAILROAD TRACK, 66.5 EAST OF THE NORTHEAST
 LG0747'CORNER OF THE FARMERS UNION CO-OP ELEVATOR, 1.5 FEET WEST-SOUTHWEST
 LG0747'OF THE SOUTHWEST POWER POLE OF TWO POLES SUPPORTING TRANSFORMERS
 LG0747'A CAST ALUMINUM BENCH MARK SET FLUSH WITH GROUND SURFACE, AND
 LG0747'25.0 FEET NORTHWEST OF BENCH MARK Q 172.
 LG0747'THE MARK IS 1 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0360 ***********************************************************************
 LG0360  DESIGNATION -  Q 173
 LG0360  PID         -  LG0360
 LG0360  STATE/COUNTY-  NE/LANCASTER
 LG0360  COUNTRY     -  US
 LG0360  USGS QUAD   -  ROCA (2017)
 LG0360
 LG0360                         *CURRENT SURVEY CONTROL
 LG0360  ______________________________________________________________________
 LG0360* NAD 83(1986) POSITION- 40 39 28.     (N) 096 39 53.     (W)   SCALED
 LG0360* NAVD 88 ORTHO HEIGHT -   370.387 (meters)     1215.18  (feet) ADJUSTED
 LG0360  ______________________________________________________________________
 LG0360  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 LG0360  DYNAMIC HEIGHT  -        370.225 (meters)     1214.65  (feet) COMP
 LG0360  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 LG0360
 LG0360  VERT ORDER      -  SECOND    CLASS 0
 LG0360
 LG0360.The horizontal coordinates were scaled from a map and have
 LG0360.an estimated accuracy of +/- 6 seconds.
 LG0360
 LG0360.The orthometric height was determined by differential leveling and
 LG0360.adjusted by the NATIONAL GEODETIC SURVEY
 LG0360.in June 1991.
 LG0360
 LG0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0360.GEOID18 height accuracy estimate available here.
 LG0360
 LG0360.Click photographs - Photos may exist for this station.
 LG0360
 LG0360.The dynamic height is computed by dividing the NAVD 88
 LG0360.geopotential number by the normal gravity value computed on the
 LG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0360.degrees latitude (g = 980.6199 gals.).
 LG0360
 LG0360.The modeled gravity was interpolated from observed gravity values.
 LG0360
 LG0360;                    North         East    Units  Estimated Accuracy
 LG0360;SPC NE       -    96,980.      781,930.      MT  (+/- 180 meters Scaled)
 LG0360
 LG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL974033(NAD 83)
 LG0360
 LG0360                          SUPERSEDED SURVEY CONTROL
 LG0360
 LG0360  NGVD 29 (??/??/92)  370.294  (m)         1214.87   (f) ADJ UNCH    2 0
 LG0360
 LG0360.Superseded values are not recommended for survey control.
 LG0360
 LG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0360.See file dsdata.pdf to determine how the superseded data were derived.
 LG0360
 LG0360_MARKER: DB = BENCH MARK DISK
 LG0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0360_SP_SET: BRIDGE PIER
 LG0360_STAMPING: Q 173 1934
 LG0360_MARK LOGO: CGS
 LG0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0360
 LG0360  HISTORY     - Date     Condition        Report By
 LG0360  HISTORY     - 1934     MONUMENTED       CGS
 LG0360
 LG0360                          STATION DESCRIPTION
 LG0360
 LG0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0360'AT HANLON.
 LG0360'AT HANLON, LANCASTER COUNTY, 1/4 MILE EAST OF THE UNION PACIFIC
 LG0360'RAILROAD STATION, 200 FEET WEST OF THE CHICAGO, BURLINGTON AND
 LG0360'QUINCY RAILROAD TRACK, AT THE NORTHWEST CORNER OF A HIGHWAY
 LG0360'BRIDGE, AND IN THE TOP OF THE CONCRETE PIER.  A STANDARD DISK,
 LG0360'STAMPED Q 173 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0246 ***********************************************************************
 LG0246  DESIGNATION -  Q 174
 LG0246  PID         -  LG0246
 LG0246  STATE/COUNTY-  NE/GAGE
 LG0246  COUNTRY     -  US
 LG0246  USGS QUAD   -  PICKRELL (2017)
 LG0246
 LG0246                         *CURRENT SURVEY CONTROL
 LG0246  ______________________________________________________________________
 LG0246* NAD 83(1986) POSITION- 40 23 33.     (N) 096 43 43.     (W)   SCALED
 LG0246* NAVD 88 ORTHO HEIGHT -   404.921 (meters)     1328.48  (feet) ADJUSTED
 LG0246  ______________________________________________________________________
 LG0246  GEOID HEIGHT    -        -26.862 (meters)                     GEOID18
 LG0246  DYNAMIC HEIGHT  -        404.708 (meters)     1327.78  (feet) COMP
 LG0246  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 LG0246
 LG0246  VERT ORDER      -  SECOND    CLASS 0
 LG0246
 LG0246.The horizontal coordinates were scaled from a map and have
 LG0246.an estimated accuracy of +/- 6 seconds.
 LG0246
 LG0246.The orthometric height was determined by differential leveling and
 LG0246.adjusted by the NATIONAL GEODETIC SURVEY
 LG0246.in June 1991.
 LG0246
 LG0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0246.GEOID18 height accuracy estimate available here.
 LG0246
 LG0246.Click photographs - Photos may exist for this station.
 LG0246
 LG0246.The dynamic height is computed by dividing the NAVD 88
 LG0246.geopotential number by the normal gravity value computed on the
 LG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0246.degrees latitude (g = 980.6199 gals.).
 LG0246
 LG0246.The modeled gravity was interpolated from observed gravity values.
 LG0246
 LG0246;                    North         East    Units  Estimated Accuracy
 LG0246;SPC NE       -    67,340.      777,640.      MT  (+/- 180 meters Scaled)
 LG0246
 LG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK927737(NAD 83)
 LG0246
 LG0246                          SUPERSEDED SURVEY CONTROL
 LG0246
 LG0246  NGVD 29 (??/??/92)  404.803  (m)         1328.09   (f) ADJ UNCH    2 0
 LG0246
 LG0246.Superseded values are not recommended for survey control.
 LG0246
 LG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0246.See file dsdata.pdf to determine how the superseded data were derived.
 LG0246
 LG0246_MARKER: DB = BENCH MARK DISK
 LG0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0246_STAMPING: Q 174 1934
 LG0246_MARK LOGO: CGS
 LG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0246+STABILITY: SURFACE MOTION
 LG0246
 LG0246  HISTORY     - Date     Condition        Report By
 LG0246  HISTORY     - 1934     MONUMENTED       CGS
 LG0246
 LG0246                          STATION DESCRIPTION
 LG0246
 LG0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0246'AT PICKRELL.
 LG0246'1.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0246'STATION AT PICKRELL, GAGE COUNTY, 2 RAILS SOUTH OF BRIDGE 87.87,
 LG0246'54 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ON THE
 LG0246'PROPERTY LINE.  A STANDARD DISK, STAMPED Q 174 1934 AND SET
 LG0246'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0205 ***********************************************************************
 LG0205  DESIGNATION -  Q 175
 LG0205  PID         -  LG0205
 LG0205  STATE/COUNTY-  NE/PAWNEE
 LG0205  COUNTRY     -  US
 LG0205  USGS QUAD   -  DU BOIS (2017)
 LG0205
 LG0205                         *CURRENT SURVEY CONTROL
 LG0205  ______________________________________________________________________
 LG0205* NAD 83(1986) POSITION- 40 02 07.     (N) 096 02 55.     (W)   SCALED
 LG0205* NAVD 88 ORTHO HEIGHT -   325.233 (meters)     1067.04  (feet) ADJUSTED
 LG0205  ______________________________________________________________________
 LG0205  GEOID HEIGHT    -        -29.281 (meters)                     GEOID18
 LG0205  DYNAMIC HEIGHT  -        325.052 (meters)     1066.44  (feet) COMP
 LG0205  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 LG0205
 LG0205  VERT ORDER      -  SECOND    CLASS 0
 LG0205
 LG0205.The horizontal coordinates were scaled from a map and have
 LG0205.an estimated accuracy of +/- 6 seconds.
 LG0205
 LG0205.The orthometric height was determined by differential leveling and
 LG0205.adjusted by the NATIONAL GEODETIC SURVEY
 LG0205.in June 1991.
 LG0205
 LG0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0205.GEOID18 height accuracy estimate available here.
 LG0205
 LG0205.Click photographs - Photos may exist for this station.
 LG0205
 LG0205.The dynamic height is computed by dividing the NAVD 88
 LG0205.geopotential number by the normal gravity value computed on the
 LG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0205.degrees latitude (g = 980.6199 gals.).
 LG0205
 LG0205.The modeled gravity was interpolated from observed gravity values.
 LG0205
 LG0205;                    North         East    Units  Estimated Accuracy
 LG0205;SPC NE       -    30,130.      837,130.      MT  (+/- 180 meters Scaled)
 LG0205
 LG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK518358(NAD 83)
 LG0205
 LG0205                          SUPERSEDED SURVEY CONTROL
 LG0205
 LG0205  NGVD 29 (??/??/92)  325.128  (m)         1066.69   (f) ADJ UNCH    2 0
 LG0205
 LG0205.Superseded values are not recommended for survey control.
 LG0205
 LG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0205.See file dsdata.pdf to determine how the superseded data were derived.
 LG0205
 LG0205_MARKER: DB = BENCH MARK DISK
 LG0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0205_SP_SET: TOWER FOOTING
 LG0205_STAMPING: Q 175 1934
 LG0205_MARK LOGO: CGS
 LG0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0205+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2019
 LG0205
 LG0205  HISTORY     - Date     Condition        Report By
 LG0205  HISTORY     - 1934     MONUMENTED       CGS
 LG0205  HISTORY     - 1966     GOOD             CGS
 LG0205  HISTORY     - 20191022 GOOD             JORSUR
 LG0205
 LG0205                          STATION DESCRIPTION
 LG0205
 LG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0205'AT DU POIS.
 LG0205'AT DU BOIS, PAWNEE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LG0205'PACIFIC RAILROAD, AT THE CITY WATER TOWER, IN THE NORTHEAST
 LG0205'CONCRETE FOOTING, ONE BLOCK SOUTH OF THE TRACK, AND 1/2 BLOCK WEST
 LG0205'OF THE CENTER LINE OF STATE HIGHWAY 50.  A STANDARD DISK, STAMPED
 LG0205'Q 175 1934.  NOTE-- 1966 REPORT- WATER TOWER MARKER HAS BEEN
 LG0205'PAINTED BLACK.
 LG0205
 LG0205                          STATION RECOVERY (1966)
 LG0205
 LG0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG0205'RECOVERED IN GOOD CONDITION.
 LG0205
 LG0205                          STATION RECOVERY (2019)
 LG0205
 LG0205'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG0205'THE RAILROAD TRACK IS GONE BUT THE WATER TOWER IS STILL IN USE. THE
 LG0205'FOOTINGS ARE NOW PAINTED SILVER AND THE DISK IS CLEARLY VISIBLE ON THE
 LG0205'NORTHEAST  FOOTING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0567 ***********************************************************************
 NN0567  DESIGNATION -  Q 18
 NN0567  PID         -  NN0567
 NN0567  STATE/COUNTY-  NE/ROCK
 NN0567  COUNTRY     -  US
 NN0567  USGS QUAD   -  BASSETT (2017)
 NN0567
 NN0567                         *CURRENT SURVEY CONTROL
 NN0567  ______________________________________________________________________
 NN0567* NAD 83(1986) POSITION- 42 30 51.     (N) 099 32 20.     (W)   SCALED
 NN0567* NAVD 88 ORTHO HEIGHT -   728.115 (meters)     2388.82  (feet) ADJUSTED
 NN0567  ______________________________________________________________________
 NN0567  GEOID HEIGHT    -        -23.087 (meters)                     GEOID18
 NN0567  DYNAMIC HEIGHT  -        727.815 (meters)     2387.84  (feet) COMP
 NN0567  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 NN0567
 NN0567  VERT ORDER      -  FIRST     CLASS II
 NN0567
 NN0567.The horizontal coordinates were scaled from a map and have
 NN0567.an estimated accuracy of +/- 6 seconds.
 NN0567
 NN0567.The orthometric height was determined by differential leveling and
 NN0567.adjusted by the NATIONAL GEODETIC SURVEY
 NN0567.in June 1991.
 NN0567
 NN0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0567.GEOID18 height accuracy estimate available here.
 NN0567
 NN0567.Click photographs - Photos may exist for this station.
 NN0567
 NN0567.The dynamic height is computed by dividing the NAVD 88
 NN0567.geopotential number by the normal gravity value computed on the
 NN0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0567.degrees latitude (g = 980.6199 gals.).
 NN0567
 NN0567.The modeled gravity was interpolated from observed gravity values.
 NN0567
 NN0567;                    North         East    Units  Estimated Accuracy
 NN0567;SPC NE       -   297,760.      537,890.      MT  (+/- 180 meters Scaled)
 NN0567
 NN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557070(NAD 83)
 NN0567
 NN0567                          SUPERSEDED SURVEY CONTROL
 NN0567
 NN0567  NGVD 29 (??/??/92)  727.861  (m)         2387.99   (f) ADJ UNCH    1 2
 NN0567
 NN0567.Superseded values are not recommended for survey control.
 NN0567
 NN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0567.See file dsdata.pdf to determine how the superseded data were derived.
 NN0567
 NN0567_MARKER: DB = BENCH MARK DISK
 NN0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0567_STAMPING: 2387.991 Q 18 1933
 NN0567_MARK LOGO: CGS
 NN0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0567+STABILITY: SURFACE MOTION
 NN0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0567+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2017
 NN0567
 NN0567  HISTORY     - Date     Condition        Report By
 NN0567  HISTORY     - 1933     MONUMENTED       CGS
 NN0567  HISTORY     - 1956     GOOD             CGS
 NN0567  HISTORY     - 19980722 GOOD             NEDR
 NN0567  HISTORY     - 20170830 GOOD             INDIV
 NN0567
 NN0567                          STATION DESCRIPTION
 NN0567
 NN0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0567'4.5 MI S FROM BASSETT.
 NN0567'4.5 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 NN0567'HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, AT THE HALF-SECTION LINE,
 NN0567'ABOUT 1/4 MILE NORTHEAST OF A FARM, OPPOSITE THE NORTH END OF A ROW
 NN0567'OF LARGE COTTONWOOD TREES, AT THE ENTRANCE TO A FIELD, 96 FEET
 NN0567'EAST OF THE CENTER OF NEW U.S. HIGHWAY 183, AND 11 FEET FIELD
 NN0567'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED 2387.991 Q 18
 NN0567'1933 AND SET IN A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NN0567'GROUND.
 NN0567
 NN0567                          STATION RECOVERY (1998)
 NN0567
 NN0567'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0567'RECOVERED IN GOOD CONDITION, 4.5 MI (7.2 KM) SOUTH OF BASSETT, ON THE
 NN0567'EAST RIGHT-OF-WAY OF U.S.  HIGHWAY 183 AND NEAR THE NW1/4COR, SEC3,
 NN0567'T29N, R19W.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 20 AND 183,
 NN0567'IN BASSETT, GO SOUTH ON HIGHWAY 183 FOR 4.5 MI (7.2 KM) TO THE MARK ON
 NN0567'THE LEFT, AT THE HALF SECTION LINE AND AT MILEPOST 177+86.  THE DISK
 NN0567'IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.09 M
 NN0567'(0.30 FT) ABOVE THE GROUND SURFACE AND IS 30.0 M (98.4 FT) EAST OF THE
 NN0567'CENTERLINE OF THE HIGHWAY, 15.34 M (50.33 FT) SOUTHEAST OF THE SE
 NN0567'CORNER OF A CONCRETE R-O-W MARKER, 8.40 M (27.56 FT) NORTHEAST OF A
 NN0567'NAIL IN THE TOP OF THE SOUTH GATE POST, 3.5 M (11.5 FT) EAST OF A
 NN0567'FENCELINE, 2.4 M (7.9 FT) SOUTHWEST OF THE SW CORNER OF A TELEPHONE
 NN0567'CABLE PEDESTAL BOX, 0.5 M (1.6 FT) SOUTH OF AND EAST-WEST FENCE AND
 NN0567'0.22 M (0.72 FT) WEST OF A WITNESS POST.  THE MARK IS SUITABLE FOR GPS
 NN0567'OBSERVATIONS, BUT WITH OBSTRUCTIONS BY TREES.
 NN0567
 NN0567                          STATION RECOVERY (2017)
 NN0567
 NN0567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0567'RECOVERED AS DESCRIBED 
 NN0567'MP 177+86 HWY 183
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0276 ***********************************************************************
 NN0276  DESIGNATION -  Q 19
 NN0276  PID         -  NN0276
 NN0276  STATE/COUNTY-  NE/BOYD
 NN0276  COUNTRY     -  US
 NN0276  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0276
 NN0276                         *CURRENT SURVEY CONTROL
 NN0276  ______________________________________________________________________
 NN0276* NAD 83(1986) POSITION- 42 49 39.29   (N) 098 39 48.76   (W)   HD_HELD1
 NN0276* NAVD 88 ORTHO HEIGHT -   530.729 (meters)     1741.23  (feet) ADJUSTED
 NN0276  ______________________________________________________________________
 NN0276  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 NN0276  DYNAMIC HEIGHT  -        530.536 (meters)     1740.60  (feet) COMP
 NN0276  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 NN0276
 NN0276  VERT ORDER      -  FIRST     CLASS II
 NN0276
 NN0276.The horizontal coordinates were determined by differentially corrected
 NN0276.hand held GPS observations or other comparable positioning techniques
 NN0276.and have an estimated accuracy of +/- 3 meters.
 NN0276
 NN0276.The orthometric height was determined by differential leveling and
 NN0276.adjusted by the NATIONAL GEODETIC SURVEY
 NN0276.in June 1991.
 NN0276
 NN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0276.GEOID18 height accuracy estimate available here.
 NN0276
 NN0276.Click photographs - Photos may exist for this station.
 NN0276
 NN0276.The dynamic height is computed by dividing the NAVD 88
 NN0276.geopotential number by the normal gravity value computed on the
 NN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0276.degrees latitude (g = 980.6199 gals.).
 NN0276
 NN0276.The modeled gravity was interpolated from observed gravity values.
 NN0276
 NN0276;                    North         East    Units  Estimated Accuracy
 NN0276;SPC NE       -   333,312.2     609,267.6     MT  (+/- 3 meters HH1 GPS) 
 NN0276
 NN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2750041723(NAD 83)
 NN0276
 NN0276                          SUPERSEDED SURVEY CONTROL
 NN0276
 NN0276  NGVD 29 (??/??/92)  530.469  (m)         1740.38   (f) ADJ UNCH    1 2
 NN0276
 NN0276.Superseded values are not recommended for survey control.
 NN0276
 NN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0276.See file dsdata.pdf to determine how the superseded data were derived.
 NN0276
 NN0276_MARKER: DB = BENCH MARK DISK
 NN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0276_STAMPING: 1740.380 Q 19 1933
 NN0276_MARK LOGO: CGS
 NN0276_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0276_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0276+STABILITY: SURFACE MOTION
 NN0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0276+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2021
 NN0276
 NN0276  HISTORY     - Date     Condition        Report By
 NN0276  HISTORY     - 1933     MONUMENTED       CGS
 NN0276  HISTORY     - 20211103 GOOD             NEGS
 NN0276
 NN0276                          STATION DESCRIPTION
 NN0276
 NN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0276'4.2 MI SE FROM SPENCER.
 NN0276'4-1/4 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM SPENCER,
 NN0276'BOYD COUNTY, AT BROWN FIELD SCHOOL, AT THE SOUTHEAST CORNER
 NN0276'OF THE SCHOOL PROPERTY, 125 FEET SOUTHEAST OF THE SCHOOL BUILDING,
 NN0276'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET WEST
 NN0276'OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED 1740.380 Q 19 1933
 NN0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NN0276'GROUND.
 NN0276
 NN0276                          STATION RECOVERY (2021)
 NN0276
 NN0276'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0276'TO REACH FROM THE EAST JUNCTION OF U.S. HIGHWAY 281 AND NE. HIGHWAY
 NN0276'12, APPROXIMATELY 3.0 MI (4.8 KM) SOUTHEAST OF SPENCER, NE., GO SOUTH
 NN0276'ON U.S. HIGHWAY 281 APPROXIMATELY 1.50 MI (2.41 KM) TO THE
 NN0276'INTERSECTION WITH COUNTY ROAD 897.  TURN RIGHT AND GO WEST
 NN0276'APPROXIMATELY 0.60 MI (0.97 KM) TO THE INTERSECTION WITH 492 AVENUE.
 NN0276'TURN LEFT AND GO SOUTH APPROXIMATELY 250 FT (76.2 M) TO THE MARK ON
 NN0276'THE RIGHT (WEST) SIDE OF 492ND AVENUE.  THE MARK IS 42.0 FT (12.8 M)
 NN0276'WEST OF THE CENTERLINE OF 492ND AVENUE, 13.6 FT (4.1 M) SOUTHWEST A
 NN0276'NAIL IN THE TOP OF A FENCE POST AND 9.2 FT (2.8 M) WEST OF THE BOTTOM
 NN0276'OF A STEEL WITNESS POST IN A NORTH TO SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0208 ***********************************************************************
 NN0208  DESIGNATION -  Q 2
 NN0208  PID         -  NN0208
 NN0208  STATE/COUNTY-  NE/HOLT
 NN0208  COUNTRY     -  US
 NN0208  USGS QUAD   -  EMMET (2017)
 NN0208
 NN0208                         *CURRENT SURVEY CONTROL
 NN0208  ______________________________________________________________________
 NN0208* NAD 83(1986) POSITION- 42 28 23.     (N) 098 48 13.     (W)   SCALED
 NN0208* NAVD 88 ORTHO HEIGHT -   616.342 (meters)     2022.12  (feet) ADJUSTED
 NN0208  ______________________________________________________________________
 NN0208  GEOID HEIGHT    -        -24.263 (meters)                     GEOID18
 NN0208  DYNAMIC HEIGHT  -        616.099 (meters)     2021.32  (feet) COMP
 NN0208  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 NN0208
 NN0208  VERT ORDER      -  FIRST     CLASS II
 NN0208
 NN0208.The horizontal coordinates were scaled from a map and have
 NN0208.an estimated accuracy of +/- 6 seconds.
 NN0208
 NN0208.The orthometric height was determined by differential leveling and
 NN0208.adjusted by the NATIONAL GEODETIC SURVEY
 NN0208.in June 1991.
 NN0208
 NN0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0208.GEOID18 height accuracy estimate available here.
 NN0208
 NN0208.Click photographs - Photos may exist for this station.
 NN0208
 NN0208.The dynamic height is computed by dividing the NAVD 88
 NN0208.geopotential number by the normal gravity value computed on the
 NN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0208.degrees latitude (g = 980.6199 gals.).
 NN0208
 NN0208.The modeled gravity was interpolated from observed gravity values.
 NN0208
 NN0208;                    North         East    Units  Estimated Accuracy
 NN0208;SPC NE       -   293,770.      598,360.      MT  (+/- 180 meters Scaled)
 NN0208
 NN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN161023(NAD 83)
 NN0208
 NN0208                          SUPERSEDED SURVEY CONTROL
 NN0208
 NN0208  NGVD 29 (??/??/92)  616.124  (m)         2021.40   (f) ADJ UNCH    1 2
 NN0208
 NN0208.Superseded values are not recommended for survey control.
 NN0208
 NN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0208.See file dsdata.pdf to determine how the superseded data were derived.
 NN0208
 NN0208_MARKER: DB = BENCH MARK DISK
 NN0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0208_SP_SET: CULVERT
 NN0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0208
 NN0208  HISTORY     - Date     Condition        Report By
 NN0208  HISTORY     - 1901     MONUMENTED       CGS
 NN0208  HISTORY     - 1946     GOOD             CGS
 NN0208  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0208
 NN0208                          STATION DESCRIPTION
 NN0208
 NN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0208'AT EMMET.
 NN0208'AT EMMET, HOLT COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0208'RIGHT-OF-WAY, 48 FEET EAST OF THE EAST SWITCH STAND, 20 FEET WEST
 NN0208'OF A WOODEN POST MARKED 317 AT A 30-INCH CAST IRON PIPE CULVERT,
 NN0208'IN THE NORTH MASONRY HEADWALL, AT THE WEST END OF THE TWO TOP
 NN0208'STONES, 1 FOOT FROM THE EAST END, AND 11.5 FEET NORTH OF THE
 NN0208'CENTERLINE OF THE TRACK.  THE BOTTOM OF SQUARE HOLE.
 NN0208
 NN0208                          STATION RECOVERY (1997)
 NN0208
 NN0208'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0208'THIS MONUMENT SHOULD BE CONSIDERED LOST.  THE RAILROAD TRACKS ARE GONE
 NN0208'INCLUDING THE SWITCH STAND AND THE WOODEN POST MARKED 317 AS DESCRIBED
 NN0208'IN THE STATION RECOVERY REPORT OF 1946.  THE 30 INCH CAST IRON
 NN0208'CULVERT, HOWEVER, DOES STILL REMAIN AND THE MASONRY HEADWALL, WHICH
 NN0208'CAN BE MORE PARTICULARLY DESCRIBED AS CUT LIMESTONE BLOCKS, IS IN VERY
 NN0208'DETERIORATED CONDITION.  SEVERAL OF THE UPPER BLOCKS HAVE FALLEN TO
 NN0208'THE GROUND AND THE SURFACE OF OTHERS ARE VERY ERODED AWAY. I CAN FIND
 NN0208'NO TRACE OF THE SQUARE HOLE ON THE HEADWALL OR ON ANY OF THE BLOCKS
 NN0208'FOUND LYING ON THE GROUND.  BOTH SIDES OF THE CULVERT WERE CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0168 ***********************************************************************
 NO0168  DESIGNATION -  Q 20
 NO0168  PID         -  NO0168
 NO0168  STATE/COUNTY-  NE/CHERRY
 NO0168  COUNTRY     -  US
 NO0168  USGS QUAD   -  HUDSON LAKE (2017)
 NO0168
 NO0168                         *CURRENT SURVEY CONTROL
 NO0168  ______________________________________________________________________
 NO0168* NAD 83(1986) POSITION- 42 40 44.21   (N) 100 37 31.81   (W)   HD_HELD1
 NO0168* NAVD 88 ORTHO HEIGHT -   869.917 (meters)     2854.05  (feet) ADJUSTED
 NO0168  ______________________________________________________________________
 NO0168  GEOID HEIGHT    -        -21.491 (meters)                     GEOID18
 NO0168  DYNAMIC HEIGHT  -        869.533 (meters)     2852.79  (feet) COMP
 NO0168  MODELED GRAVITY -    980,149.9   (mgal)                       NAVD 88
 NO0168
 NO0168  VERT ORDER      -  FIRST     CLASS II
 NO0168
 NO0168.The horizontal coordinates were determined by differentially corrected
 NO0168.hand held GPS observations or other comparable positioning techniques
 NO0168.and have an estimated accuracy of +/- 3 meters.
 NO0168
 NO0168.The orthometric height was determined by differential leveling and
 NO0168.adjusted by the NATIONAL GEODETIC SURVEY
 NO0168.in June 1991.
 NO0168
 NO0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0168.GEOID18 height accuracy estimate available here.
 NO0168
 NO0168.Click photographs - Photos may exist for this station.
 NO0168
 NO0168.The dynamic height is computed by dividing the NAVD 88
 NO0168.geopotential number by the normal gravity value computed on the
 NO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0168.degrees latitude (g = 980.6199 gals.).
 NO0168
 NO0168.The modeled gravity was interpolated from observed gravity values.
 NO0168
 NO0168;                    North         East    Units  Estimated Accuracy
 NO0168;SPC NE       -   316,143.5     448,738.3     MT  (+/- 3 meters HH1 GPS) 
 NO0168
 NO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6681826444(NAD 83)
 NO0168
 NO0168                          SUPERSEDED SURVEY CONTROL
 NO0168
 NO0168  NGVD 29 (??/??/92)  869.615  (m)         2853.06   (f) ADJ UNCH    1 2
 NO0168
 NO0168.Superseded values are not recommended for survey control.
 NO0168
 NO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0168.See file dsdata.pdf to determine how the superseded data were derived.
 NO0168
 NO0168_MARKER: DB = BENCH MARK DISK
 NO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0168_STAMPING: 2853.062 Q 20 1933
 NO0168_MARK LOGO: CGS
 NO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0168+STABILITY: SURFACE MOTION
 NO0168
 NO0168  HISTORY     - Date     Condition        Report By
 NO0168  HISTORY     - 1933     MONUMENTED       CGS
 NO0168  HISTORY     - 1934     GOOD             CGS
 NO0168  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0168
 NO0168                          STATION DESCRIPTION
 NO0168
 NO0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0168'19.2 MI SW FROM VALENTINE.
 NO0168'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0168'VALENTINE, CHERRY COUNTY, THENCE ABOUT 12 MILES SOUTHWEST ALONG A
 NO0168'DIRT ROAD, ABOUT 300 FEET SOUTHWEST OF A RANCH-HOUSE, 63 FEET
 NO0168'NORTH OF AN AUTOMOBILE GATE AND A SECTION LINE, 37 FEET EAST OF
 NO0168'THE CENTERLINE OF THE ROAD, AND AT A FENCE LINE.  A STANDARD
 NO0168'DISK, STAMPED 2853.062 Q 20 1933 AND SET IN THE TOP OF A CONCRETE
 NO0168'POST PROJECTION 3 INCHES ABOVE GROUND.
 NO0168
 NO0168                          STATION RECOVERY (1984)
 NO0168
 NO0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0375 ***********************************************************************
 LG0375  DESIGNATION -  Q 206
 LG0375  PID         -  LG0375
 LG0375  STATE/COUNTY-  NE/LANCASTER
 LG0375  COUNTRY     -  US
 LG0375  USGS QUAD   -  LINCOLN (2017)
 LG0375
 LG0375                         *CURRENT SURVEY CONTROL
 LG0375  ______________________________________________________________________
 LG0375* NAD 83(1986) POSITION- 40 50 53.2    (N) 096 39 35.5    (W)   HD_HELD2
 LG0375* NAVD 88 ORTHO HEIGHT -   350.552 (meters)     1150.10  (feet) ADJUSTED
 LG0375  ______________________________________________________________________
 LG0375  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 LG0375  DYNAMIC HEIGHT  -        350.400 (meters)     1149.60  (feet) COMP
 LG0375  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 LG0375
 LG0375  VERT ORDER      -  SECOND    CLASS 0
 LG0375
 LG0375.The horizontal coordinates were established by autonomous hand held GPS
 LG0375.observations and have an estimated accuracy of +/- 10 meters.
 LG0375
 LG0375.The orthometric height was determined by differential leveling and
 LG0375.adjusted by the NATIONAL GEODETIC SURVEY
 LG0375.in June 1991.
 LG0375
 LG0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0375.GEOID18 height accuracy estimate available here.
 LG0375
 LG0375.Click photographs - Photos may exist for this station.
 LG0375
 LG0375.The dynamic height is computed by dividing the NAVD 88
 LG0375.geopotential number by the normal gravity value computed on the
 LG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0375.degrees latitude (g = 980.6199 gals.).
 LG0375
 LG0375.The modeled gravity was interpolated from observed gravity values.
 LG0375
 LG0375;                    North         East    Units  Estimated Accuracy
 LG0375;SPC NE       -   118,107.      781,520.      MT  (+/- 10 meters HH2 GPS)
 LG0375
 LG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9726824531(NAD 83)
 LG0375
 LG0375                          SUPERSEDED SURVEY CONTROL
 LG0375
 LG0375  NGVD 29 (??/??/92)  350.452  (m)         1149.77   (f) ADJ UNCH    2 0
 LG0375
 LG0375.Superseded values are not recommended for survey control.
 LG0375
 LG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0375.See file dsdata.pdf to determine how the superseded data were derived.
 LG0375
 LG0375_MARKER: DB = BENCH MARK DISK
 LG0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0375_SP_SET: BRIDGE ABUTMENT
 LG0375_STAMPING: Q 206 1939
 LG0375_MARK LOGO: CGS
 LG0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0375
 LG0375  HISTORY     - Date     Condition        Report By
 LG0375  HISTORY     - 1939     MONUMENTED       CGS
 LG0375  HISTORY     - 1990     GOOD             USPSQD
 LG0375  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 LG0375  HISTORY     - 20080823 MARK NOT FOUND   INDIV
 LG0375
 LG0375                          STATION DESCRIPTION
 LG0375
 LG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0375'1.2 MI SW FROM HAVELOCK.
 LG0375'1.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0375'RAILROAD FROM THE STATION AT HAVELOCK, LANCASTER COUNTY, ON
 LG0375'FORTY-THIRD STREET EXTENDED, AT BRIDGE 56.01 A, IN THE TOP OF THE
 LG0375'SOUTHWEST CONCRETE ABUTMENT, 117 FEET SOUTHEAST OF THE CENTER
 LG0375'LINE OF U.S. HIGHWAY 77, 6 FEET NORTHWEST OF THE CENTER LINE OF THE
 LG0375'WEST-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 LG0375'A STANDARD DISK, STAMPED Q 206 1939.
 LG0375
 LG0375                          STATION RECOVERY (1990)
 LG0375
 LG0375'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0375'RECOVERED IN GOOD CONDITION.
 LG0375
 LG0375                          STATION RECOVERY (2004)
 LG0375
 LG0375'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0375'MARK NOT FOUND. SITE LOCATED. A ROCK AND CONCRETE MIXTURE HAS BEEN
 LG0375'ADDED ON TOP OF THE BRIDGE ABUTMENT AT THE SITE OF THE MARK. THUS, THE
 LG0375'MARK COULD NOT BE VERIFIED THAT IT STILL EXISTS.
 LG0375
 LG0375                          STATION RECOVERY (2008)
 LG0375
 LG0375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LLB)
 LG0375'SEE Q 206 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0316 ***********************************************************************
 LG0316  DESIGNATION -  Q 207
 LG0316  PID         -  LG0316
 LG0316  STATE/COUNTY-  NE/LANCASTER
 LG0316  COUNTRY     -  US
 LG0316  USGS QUAD   -  EMERALD (2017)
 LG0316
 LG0316                         *CURRENT SURVEY CONTROL
 LG0316  ______________________________________________________________________
 LG0316* NAD 83(1986) POSITION- 40 46 36.     (N) 096 45 00.     (W)   SCALED
 LG0316* NAVD 88 ORTHO HEIGHT -   357.507 (meters)     1172.92  (feet) ADJUSTED
 LG0316  ______________________________________________________________________
 LG0316  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 LG0316  DYNAMIC HEIGHT  -        357.347 (meters)     1172.40  (feet) COMP
 LG0316  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 LG0316
 LG0316  VERT ORDER      -  FIRST     CLASS II
 LG0316
 LG0316.The horizontal coordinates were scaled from a map and have
 LG0316.an estimated accuracy of +/- 6 seconds.
 LG0316
 LG0316.The orthometric height was determined by differential leveling and
 LG0316.adjusted by the NATIONAL GEODETIC SURVEY
 LG0316.in June 1991.
 LG0316
 LG0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0316.GEOID18 height accuracy estimate available here.
 LG0316
 LG0316.Click photographs - Photos may exist for this station.
 LG0316
 LG0316.The dynamic height is computed by dividing the NAVD 88
 LG0316.geopotential number by the normal gravity value computed on the
 LG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0316.degrees latitude (g = 980.6199 gals.).
 LG0316
 LG0316.The modeled gravity was interpolated from observed gravity values.
 LG0316
 LG0316;                    North         East    Units  Estimated Accuracy
 LG0316;SPC NE       -   109,890.      774,220.      MT  (+/- 180 meters Scaled)
 LG0316
 LG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL898164(NAD 83)
 LG0316
 LG0316                          SUPERSEDED SURVEY CONTROL
 LG0316
 LG0316  NGVD 29 (??/??/92)  357.404  (m)         1172.58   (f) ADJ UNCH    1 2
 LG0316
 LG0316.Superseded values are not recommended for survey control.
 LG0316
 LG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0316.See file dsdata.pdf to determine how the superseded data were derived.
 LG0316
 LG0316_MARKER: DB = BENCH MARK DISK
 LG0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0316_STAMPING: Q 207 1940
 LG0316_MARK LOGO: CGS
 LG0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0316+STABILITY: SURFACE MOTION
 LG0316
 LG0316  HISTORY     - Date     Condition        Report By
 LG0316  HISTORY     - 1940     MONUMENTED       CGS
 LG0316  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0316
 LG0316                          STATION DESCRIPTION
 LG0316
 LG0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0316'3.5 MI SW FROM LINCOLN.
 LG0316'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0316'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 88
 LG0316'FEET WEST OF MILEPOST 63, AT A ROCK-ROAD CROSSING, 142 FEET
 LG0316'WEST OF THE CENTER OF THE CROSSING, 19 FEET NORTH OF THE CENTERLINE
 LG0316'OF THE MAIN TRACK, 4.2 FEET SOUTHEAST OF A POLE, AND 3 FEET
 LG0316'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0316'Q 207 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0316'0.6 FOOT ABOVE GROUND.
 LG0316
 LG0316                          STATION RECOVERY (1964)
 LG0316
 LG0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0037 ***********************************************************************
 LG0037  DESIGNATION -  Q 208
 LG0037  PID         -  LG0037
 LG0037  STATE/COUNTY-  NE/OTOE
 LG0037  COUNTRY     -  US
 LG0037  USGS QUAD   -  PALMYRA (2017)
 LG0037
 LG0037                         *CURRENT SURVEY CONTROL
 LG0037  ______________________________________________________________________
 LG0037* NAD 83(1986) POSITION- 40 41 22.     (N) 096 26 42.     (W)   SCALED
 LG0037* NAVD 88 ORTHO HEIGHT -   361.323 (meters)     1185.44  (feet) ADJUSTED
 LG0037  ______________________________________________________________________
 LG0037  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 LG0037  DYNAMIC HEIGHT  -        361.164 (meters)     1184.92  (feet) COMP
 LG0037  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 LG0037
 LG0037  VERT ORDER      -  FIRST     CLASS II
 LG0037
 LG0037.The horizontal coordinates were scaled from a map and have
 LG0037.an estimated accuracy of +/- 6 seconds.
 LG0037
 LG0037.The orthometric height was determined by differential leveling and
 LG0037.adjusted by the NATIONAL GEODETIC SURVEY
 LG0037.in June 1991.
 LG0037
 LG0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0037.GEOID18 height accuracy estimate available here.
 LG0037
 LG0037.Click photographs - Photos may exist for this station.
 LG0037
 LG0037.The dynamic height is computed by dividing the NAVD 88
 LG0037.geopotential number by the normal gravity value computed on the
 LG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0037.degrees latitude (g = 980.6199 gals.).
 LG0037
 LG0037.The modeled gravity was interpolated from observed gravity values.
 LG0037
 LG0037;                    North         East    Units  Estimated Accuracy
 LG0037;SPC NE       -   101,230.      800,340.      MT  (+/- 180 meters Scaled)
 LG0037
 LG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL158074(NAD 83)
 LG0037
 LG0037                          SUPERSEDED SURVEY CONTROL
 LG0037
 LG0037  NGVD 29 (??/??/92)  361.224  (m)         1185.12   (f) ADJ UNCH    1 2
 LG0037
 LG0037.Superseded values are not recommended for survey control.
 LG0037
 LG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0037.See file dsdata.pdf to determine how the superseded data were derived.
 LG0037
 LG0037_MARKER: DB = BENCH MARK DISK
 LG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0037_STAMPING: Q 208 1940
 LG0037_MARK LOGO: CGS
 LG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0037+STABILITY: SURFACE MOTION
 LG0037
 LG0037  HISTORY     - Date     Condition        Report By
 LG0037  HISTORY     - 1940     MONUMENTED       CGS
 LG0037  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG0037
 LG0037                          STATION DESCRIPTION
 LG0037
 LG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0037'3.3 MI W FROM PALMYRA.
 LG0037'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0037'FROM THE STATION AT PALMYRA, OTOE COUNTY, 1800 FEET WEST OF
 LG0037'MILEPOST 42, AT THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD,
 LG0037'76 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE
 LG0037'CENTERLINE OF THE GRAVEL ROAD, 3 FEET EAST OF A CONCRETE
 LG0037'QUARTER-SECTION MARKER, AND 3 FEET WEST OF A WHITE WOODEN
 LG0037'WITNESS POST.  A STANDARD DISK, STAMPED Q 208 1940 AND SET IN
 LG0037'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0037'NOTE-- POST IS LEANING AT A 30 DEGREE ANGLE, CAP IS STILL INTACT.
 LG0037
 LG0037                          STATION RECOVERY (1966)
 LG0037
 LG0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0447 ***********************************************************************
 LG0447  DESIGNATION -  Q 209
 LG0447  PID         -  LG0447
 LG0447  STATE/COUNTY-  NE/SALINE
 LG0447  COUNTRY     -  US
 LG0447  USGS QUAD   -  FRIEND (2017)
 LG0447
 LG0447                         *CURRENT SURVEY CONTROL
 LG0447  ______________________________________________________________________
 LG0447* NAD 83(1986) POSITION- 40 39 06.     (N) 097 20 37.     (W)   SCALED
 LG0447* NAVD 88 ORTHO HEIGHT -   471.858 (meters)     1548.09  (feet) ADJUSTED
 LG0447  ______________________________________________________________________
 LG0447  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 LG0447  DYNAMIC HEIGHT  -        471.600 (meters)     1547.24  (feet) COMP
 LG0447  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 LG0447
 LG0447  VERT ORDER      -  FIRST     CLASS II
 LG0447
 LG0447.The horizontal coordinates were scaled from a map and have
 LG0447.an estimated accuracy of +/- 6 seconds.
 LG0447
 LG0447.The orthometric height was determined by differential leveling and
 LG0447.adjusted by the NATIONAL GEODETIC SURVEY
 LG0447.in June 1991.
 LG0447
 LG0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0447.GEOID18 height accuracy estimate available here.
 LG0447
 LG0447.Click photographs - Photos may exist for this station.
 LG0447
 LG0447.The dynamic height is computed by dividing the NAVD 88
 LG0447.geopotential number by the normal gravity value computed on the
 LG0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0447.degrees latitude (g = 980.6199 gals.).
 LG0447
 LG0447.The modeled gravity was interpolated from observed gravity values.
 LG0447
 LG0447;                    North         East    Units  Estimated Accuracy
 LG0447;SPC NE       -    94,310.      724,580.      MT  (+/- 180 meters Scaled)
 LG0447
 LG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL400014(NAD 83)
 LG0447
 LG0447                          SUPERSEDED SURVEY CONTROL
 LG0447
 LG0447  NGVD 29 (??/??/92)  471.695  (m)         1547.55   (f) ADJ UNCH    1 2
 LG0447
 LG0447.Superseded values are not recommended for survey control.
 LG0447
 LG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0447.See file dsdata.pdf to determine how the superseded data were derived.
 LG0447
 LG0447_MARKER: DB = BENCH MARK DISK
 LG0447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0447_SP_SET: BOX CULVERT HEADWALL
 LG0447_STAMPING: Q 209 1940
 LG0447_MARK LOGO: CGS
 LG0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0447+STABILITY: SURFACE MOTION
 LG0447
 LG0447  HISTORY     - Date     Condition        Report By
 LG0447  HISTORY     - 1940     MONUMENTED       CGS
 LG0447  HISTORY     - 20190820 MARK NOT FOUND   NEGS
 LG0447
 LG0447                          STATION DESCRIPTION
 LG0447
 LG0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0447'3 MI W FROM FRIEND.
 LG0447'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0447'FROM THE STATION AT FRIEND, SALINE COUNTY, 120 FEET SOUTH OF THE
 LG0447'CENTERLINE OF THE TRACK, 27 FEET NORTH OF THE CENTERLINE OF U.S.
 LG0447'HIGHWAY 6, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE
 LG0447'TOP OF THE WEST END OF THE NORTH HEADWALL, AND ABOUT 6 FEET
 LG0447'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 209 1940.
 LG0447
 LG0447                          STATION RECOVERY (2019)
 LG0447
 LG0447'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0447'MARK NOT FOUND DUE TO A CULVERT THAT HAS BEEN EXTENDED.  THE MARK IS
 LG0447'LIKELY DESTROYED OR BURIED UNDER NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0448 ***********************************************************************
 LG0448  DESIGNATION -  Q 209 RESET
 LG0448  PID         -  LG0448
 LG0448  STATE/COUNTY-  NE/SALINE
 LG0448  COUNTRY     -  US
 LG0448  USGS QUAD   -  FRIEND (2017)
 LG0448
 LG0448                         *CURRENT SURVEY CONTROL
 LG0448  ______________________________________________________________________
 LG0448* NAD 83(1986) POSITION- 40 39 05.53   (N) 097 20 37.43   (W)   HD_HELD1
 LG0448* NAVD 88 ORTHO HEIGHT -   471.881 (meters)     1548.16  (feet) ADJUSTED
 LG0448  ______________________________________________________________________
 LG0448  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 LG0448  DYNAMIC HEIGHT  -        471.623 (meters)     1547.32  (feet) COMP
 LG0448  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 LG0448
 LG0448  VERT ORDER      -  FIRST     CLASS II
 LG0448
 LG0448.The horizontal coordinates were determined by differentially corrected
 LG0448.hand held GPS observations or other comparable positioning techniques
 LG0448.and have an estimated accuracy of +/- 3 meters.
 LG0448
 LG0448.The orthometric height was determined by differential leveling and
 LG0448.adjusted by the NATIONAL GEODETIC SURVEY
 LG0448.in May 1993.
 LG0448
 LG0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0448.GEOID18 height accuracy estimate available here.
 LG0448
 LG0448.Click photographs - Photos may exist for this station.
 LG0448
 LG0448.The dynamic height is computed by dividing the NAVD 88
 LG0448.geopotential number by the normal gravity value computed on the
 LG0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0448.degrees latitude (g = 980.6199 gals.).
 LG0448
 LG0448.The modeled gravity was interpolated from observed gravity values.
 LG0448
 LG0448;                    North         East    Units  Estimated Accuracy
 LG0448;SPC NE       -    94,294.3     724,571.3     MT  (+/- 3 meters HH1 GPS) 
 LG0448
 LG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4002801394(NAD 83)
 LG0448
 LG0448                          SUPERSEDED SURVEY CONTROL
 LG0448
 LG0448  NGVD 29 (??/??/??)  471.76   (m)         1547.8    (f) RESET       3  
 LG0448
 LG0448.Superseded values are not recommended for survey control.
 LG0448
 LG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0448.See file dsdata.pdf to determine how the superseded data were derived.
 LG0448
 LG0448_MARKER: DB = BENCH MARK DISK
 LG0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0448_SP_SET: HEADWALL
 LG0448_STAMPING: Q 209 1940 RESET 1963
 LG0448_MARK LOGO: CGS
 LG0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0448+STABILITY: SURFACE MOTION
 LG0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0448+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0448
 LG0448  HISTORY     - Date     Condition        Report By
 LG0448  HISTORY     - 1963     MONUMENTED       CGS
 LG0448  HISTORY     - 19911008 GOOD             NGS
 LG0448
 LG0448                          STATION DESCRIPTION
 LG0448
 LG0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LG0448'3 MI W FROM FRIEND.
 LG0448'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0448'FROM THE STATION AT FRIEND, SALINE COUNTY, 102 FEET SOUTH OF THE
 LG0448'CENTERLINE OF THE TRACK, 45 FEET NORTH OF THE CENTERLINE OF
 LG0448'U.S. HIGHWAY 6, AT A CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND
 LG0448'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL ABOUT 6
 LG0448'FEET LOWER THAN THE HIGHWAY.
 LG0448
 LG0448                          STATION RECOVERY (1991)
 LG0448
 LG0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0448'21.7 KM (13.50 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0448'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.1 M (0.3 FT) EAST OF
 LG0448'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 13.8 M
 LG0448'(45.3 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 2.0 M (6.6 FT) BELOW
 LG0448'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1403 ***********************************************************************
 MK1403  DESIGNATION -  Q 210
 MK1403  PID         -  MK1403
 MK1403  STATE/COUNTY-  NE/PLATTE
 MK1403  COUNTRY     -  US
 MK1403  USGS QUAD   -  MONROE (2017)
 MK1403
 MK1403                         *CURRENT SURVEY CONTROL
 MK1403  ______________________________________________________________________
 MK1403* NAD 83(1986) POSITION- 41 22 57.40   (N) 097 30 27.24   (W)   HD_HELD1
 MK1403* NAVD 88 ORTHO HEIGHT -   454.995 (meters)     1492.76  (feet) ADJUSTED
 MK1403  ______________________________________________________________________
 MK1403  GEOID HEIGHT    -        -25.327 (meters)                     GEOID18
 MK1403  DYNAMIC HEIGHT  -        454.793 (meters)     1492.10  (feet) COMP
 MK1403  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 MK1403
 MK1403  VERT ORDER      -  FIRST     CLASS II
 MK1403
 MK1403.The horizontal coordinates were determined by differentially corrected
 MK1403.hand held GPS observations or other comparable positioning techniques
 MK1403.and have an estimated accuracy of +/- 3 meters.
 MK1403
 MK1403.The orthometric height was determined by differential leveling and
 MK1403.adjusted by the NATIONAL GEODETIC SURVEY
 MK1403.in June 1991.
 MK1403
 MK1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1403.GEOID18 height accuracy estimate available here.
 MK1403
 MK1403.Click photographs - Photos may exist for this station.
 MK1403
 MK1403.The dynamic height is computed by dividing the NAVD 88
 MK1403.geopotential number by the normal gravity value computed on the
 MK1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1403.degrees latitude (g = 980.6199 gals.).
 MK1403
 MK1403.The modeled gravity was interpolated from observed gravity values.
 MK1403
 MK1403;                    North         East    Units  Estimated Accuracy
 MK1403;SPC NE       -   175,012.9     708,384.4     MT  (+/- 3 meters HH1 GPS) 
 MK1403
 MK1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2478982306(NAD 83)
 MK1403
 MK1403                          SUPERSEDED SURVEY CONTROL
 MK1403
 MK1403  NGVD 29 (??/??/92)  454.806  (m)         1492.14   (f) ADJ UNCH    1 2
 MK1403
 MK1403.Superseded values are not recommended for survey control.
 MK1403
 MK1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1403.See file dsdata.pdf to determine how the superseded data were derived.
 MK1403
 MK1403_MARKER: DB = BENCH MARK DISK
 MK1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1403_STAMPING: Q 210 1940
 MK1403_MARK LOGO: CGS
 MK1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1403+STABILITY: SURFACE MOTION
 MK1403
 MK1403  HISTORY     - Date     Condition        Report By
 MK1403  HISTORY     - 1940     MONUMENTED       CGS
 MK1403  HISTORY     - 20100514 GOOD             INDIV
 MK1403
 MK1403                          STATION DESCRIPTION
 MK1403
 MK1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1403'0.8 MI SW FROM DUNCAN.
 MK1403'0.8 MILE SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1403'DUNCAN.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1403'NO. 30, 100 FEET NORTH OF CENTERLINE OF HIGHWAY, 47 FEET SOUTH
 MK1403'OF CENTERLINE OF SOUTH MAIN TRACK, 21.5 FEET SOUTHWEST OF
 MK1403'MILEPOST NO. 93, 3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST
 MK1403'PROJECTING 2.0 FEET, 1.0 FOOT NORTH OF RIGHT-OF-WAY FENCE.
 MK1403'MONUMENT PROJECTS 0.4 FOOT.
 MK1403
 MK1403                          STATION RECOVERY (2010)
 MK1403
 MK1403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK1403'REAL TIME NETWORK GPS OBSERVATION.
 MK1403'41 22'57.395''N     97 30'27.237''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1379 ***********************************************************************
 MK1379  DESIGNATION -  Q 211
 MK1379  PID         -  MK1379
 MK1379  STATE/COUNTY-  NE/MERRICK
 MK1379  COUNTRY     -  US
 MK1379  USGS QUAD   -  CLARKS (2017)
 MK1379
 MK1379                         *CURRENT SURVEY CONTROL
 MK1379  ______________________________________________________________________
 MK1379* NAD 83(1986) POSITION- 41 13 19.00   (N) 097 49 32.22   (W)   HD_HELD1
 MK1379* NAVD 88 ORTHO HEIGHT -   492.358 (meters)     1615.34  (feet) ADJUSTED
 MK1379  ______________________________________________________________________
 MK1379  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 MK1379  DYNAMIC HEIGHT  -        492.122 (meters)     1614.57  (feet) COMP
 MK1379  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 MK1379
 MK1379  VERT ORDER      -  FIRST     CLASS II
 MK1379
 MK1379.The horizontal coordinates were determined by differentially corrected
 MK1379.hand held GPS observations or other comparable positioning techniques
 MK1379.and have an estimated accuracy of +/- 3 meters.
 MK1379
 MK1379.The orthometric height was determined by differential leveling and
 MK1379.adjusted by the NATIONAL GEODETIC SURVEY
 MK1379.in June 1991.
 MK1379
 MK1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1379.GEOID18 height accuracy estimate available here.
 MK1379
 MK1379.Click photographs - Photos may exist for this station.
 MK1379
 MK1379.The dynamic height is computed by dividing the NAVD 88
 MK1379.geopotential number by the normal gravity value computed on the
 MK1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1379.degrees latitude (g = 980.6199 gals.).
 MK1379
 MK1379.The modeled gravity was interpolated from observed gravity values.
 MK1379
 MK1379;                    North         East    Units  Estimated Accuracy
 MK1379;SPC NE       -   156,463.2     682,247.9     MT  (+/- 3 meters HH1 GPS) 
 MK1379
 MK1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9843664060(NAD 83)
 MK1379
 MK1379                          SUPERSEDED SURVEY CONTROL
 MK1379
 MK1379  NGVD 29 (??/??/92)  492.150  (m)         1614.66   (f) ADJ UNCH    1 2
 MK1379
 MK1379.Superseded values are not recommended for survey control.
 MK1379
 MK1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1379.See file dsdata.pdf to determine how the superseded data were derived.
 MK1379
 MK1379_MARKER: DB = BENCH MARK DISK
 MK1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1379_STAMPING: Q 211 1940
 MK1379_MARK LOGO: CGS
 MK1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1379+STABILITY: SURFACE MOTION
 MK1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1379+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 MK1379
 MK1379  HISTORY     - Date     Condition        Report By
 MK1379  HISTORY     - 1940     MONUMENTED       CGS
 MK1379  HISTORY     - 20100303 GOOD             INDIV
 MK1379
 MK1379                          STATION DESCRIPTION
 MK1379
 MK1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1379'0.6 MI NE FROM CLARKS.
 MK1379'0.6 MILE NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1379'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 63
 MK1379'FEET NORTH OF NORTHWEST CORNER OF STOCK LOADING CORAL, 42 FEET
 MK1379'SOUTH OF CENTERLINE OF THE SOUTH MAIN TRACK, 15 FEET NORTHEAST
 MK1379'OF MILEPOST NO. 113, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN
 MK1379'POST PROJECTING 2.2 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1379'PROJECTS 0.5 FOOT.
 MK1379
 MK1379                          STATION RECOVERY (2010)
 MK1379
 MK1379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1379'REAL TIME NETWORK GPS OBSERVATION 41 13'19.006''N  97 49'32.226''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1151 ***********************************************************************
 MK1151  DESIGNATION -  Q 212
 MK1151  PID         -  MK1151
 MK1151  STATE/COUNTY-  NE/MADISON
 MK1151  COUNTRY     -  US
 MK1151  USGS QUAD   -  ENOLA (2017)
 MK1151
 MK1151                         *CURRENT SURVEY CONTROL
 MK1151  ______________________________________________________________________
 MK1151* NAD 83(1986) POSITION- 41 56 00.     (N) 097 27 15.     (W)   SCALED
 MK1151* NAVD 88 ORTHO HEIGHT -   500.015 (meters)     1640.47  (feet) ADJUSTED
 MK1151  ______________________________________________________________________
 MK1151  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 MK1151  DYNAMIC HEIGHT  -        499.816 (meters)     1639.81  (feet) COMP
 MK1151  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 MK1151
 MK1151  VERT ORDER      -  FIRST     CLASS II
 MK1151
 MK1151.The horizontal coordinates were scaled from a map and have
 MK1151.an estimated accuracy of +/- 6 seconds.
 MK1151
 MK1151.The orthometric height was determined by differential leveling and
 MK1151.adjusted by the NATIONAL GEODETIC SURVEY
 MK1151.in June 1991.
 MK1151
 MK1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1151.GEOID18 height accuracy estimate available here.
 MK1151
 MK1151.Click photographs - Photos may exist for this station.
 MK1151
 MK1151.The dynamic height is computed by dividing the NAVD 88
 MK1151.geopotential number by the normal gravity value computed on the
 MK1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1151.degrees latitude (g = 980.6199 gals.).
 MK1151
 MK1151.The modeled gravity was interpolated from observed gravity values.
 MK1151
 MK1151;                    North         East    Units  Estimated Accuracy
 MK1151;SPC NE       -   236,260.      711,050.      MT  (+/- 180 meters Scaled)
 MK1151
 MK1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM281435(NAD 83)
 MK1151
 MK1151                          SUPERSEDED SURVEY CONTROL
 MK1151
 MK1151  NGVD 29 (??/??/92)  499.834  (m)         1639.87   (f) ADJ UNCH    1 2
 MK1151
 MK1151.Superseded values are not recommended for survey control.
 MK1151
 MK1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1151.See file dsdata.pdf to determine how the superseded data were derived.
 MK1151
 MK1151_MARKER: DB = BENCH MARK DISK
 MK1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1151_STAMPING: Q 212 1940
 MK1151_MARK LOGO: CGS
 MK1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1151+STABILITY: SURFACE MOTION
 MK1151
 MK1151  HISTORY     - Date     Condition        Report By
 MK1151  HISTORY     - 1940     MONUMENTED       CGS
 MK1151  HISTORY     - 19891103 GOOD             NEDR
 MK1151
 MK1151                          STATION DESCRIPTION
 MK1151
 MK1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1151'2 MI N FROM ENOLA.
 MK1151'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 265
 MK1151'FEET SOUTH OF MILEPOST NO. 43, 48.5 FEET EAST OF THE CENTERLINE
 MK1151'OF TRACK, 3.0 FEET NORTH OF 4X4 INCH WHITE WOODEN POST
 MK1151'PROJECTING 2.0 FEET, 1.5 FEET WEST OF RIGHT-OF-WAY FENCE.
 MK1151'MONUMENT PROJECTS 0.5 FOOT.
 MK1151
 MK1151                          STATION RECOVERY (1989)
 MK1151
 MK1151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1151'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND THE MAIN ENTRANCE TO
 MK1151'NORFOLKS KARL STEPHAN MEMORIAL AIRPORT, GO SOUTH ON HIGHWAY 81 FOR
 MK1151'3.75 MI (6.03 KM) TO A COUNTY ROAD, TURN RIGHT AND GO WEST FOR 1.45 MI
 MK1151'(2.33 KM) TO THE MARK, 265 FT (80.8 M) SOUTH OF MILE POST 43, 918 FT
 MK1151'(279.8 M) NORTH FROM THE CENTERLINE OF A COUNTY ROAD RAILROAD CROSSING
 MK1151', 2 FT (0.6 M) WEST FROM THE RIGHT-OF-WAY FENCE, 45.75 FT (13.94 M)
 MK1151'EAST FROM THE EAST, INSIDE RAIL, SET INTO THE TOP OF A CONCRETE POST
 MK1151'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0174 ***********************************************************************
 NP0174  DESIGNATION -  Q 214
 NP0174  PID         -  NP0174
 NP0174  STATE/COUNTY-  NE/SHERIDAN
 NP0174  COUNTRY     -  US
 NP0174  USGS QUAD   -  JESSE LAKE (2017)
 NP0174
 NP0174                         *CURRENT SURVEY CONTROL
 NP0174  ______________________________________________________________________
 NP0174* NAD 83(1986) POSITION- 42 04 33.     (N) 102 39 43.     (W)   SCALED
 NP0174* NAVD 88 ORTHO HEIGHT -  1195.117 (meters)     3920.98  (feet) ADJUSTED
 NP0174  ______________________________________________________________________
 NP0174  GEOID HEIGHT    -        -18.790 (meters)                     GEOID18
 NP0174  DYNAMIC HEIGHT  -       1194.421 (meters)     3918.70  (feet) COMP
 NP0174  MODELED GRAVITY -    979,998.3   (mgal)                       NAVD 88
 NP0174
 NP0174  VERT ORDER      -  SECOND    CLASS 0
 NP0174
 NP0174.The horizontal coordinates were scaled from a map and have
 NP0174.an estimated accuracy of +/- 6 seconds.
 NP0174
 NP0174.The orthometric height was determined by differential leveling and
 NP0174.adjusted by the NATIONAL GEODETIC SURVEY
 NP0174.in June 1991.
 NP0174
 NP0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0174.GEOID18 height accuracy estimate available here.
 NP0174
 NP0174.Click photographs - Photos may exist for this station.
 NP0174
 NP0174.The dynamic height is computed by dividing the NAVD 88
 NP0174.geopotential number by the normal gravity value computed on the
 NP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0174.degrees latitude (g = 980.6199 gals.).
 NP0174
 NP0174.The modeled gravity was interpolated from observed gravity values.
 NP0174
 NP0174;                    North         East    Units  Estimated Accuracy
 NP0174;SPC NE       -   252,370.      279,820.      MT  (+/- 180 meters Scaled)
 NP0174
 NP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG934608(NAD 83)
 NP0174
 NP0174                          SUPERSEDED SURVEY CONTROL
 NP0174
 NP0174  NGVD 29 (??/??/92) 1194.545  (m)         3919.10   (f) ADJ UNCH    2 0
 NP0174
 NP0174.Superseded values are not recommended for survey control.
 NP0174
 NP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0174.See file dsdata.pdf to determine how the superseded data were derived.
 NP0174
 NP0174_MARKER: DB = BENCH MARK DISK
 NP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0174_STAMPING: Q 214 1940
 NP0174_MARK LOGO: CGS
 NP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0174+STABILITY: SURFACE MOTION
 NP0174
 NP0174  HISTORY     - Date     Condition        Report By
 NP0174  HISTORY     - 1940     MONUMENTED       CGS
 NP0174
 NP0174                          STATION DESCRIPTION
 NP0174
 NP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0174'4.1 MI W FROM ANTIOCH.
 NP0174'4.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0174'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.5 MILE WEST OF
 NP0174'MILEPOST 354, AT THE WEST SIDE OF A HOLLOW BETWEEN STATE HIGHWAY
 NP0174'2 AND THE TRACK, 96 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NP0174'36 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3.0 FEET WEST OF A
 NP0174'4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND
 NP0174'2.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 214
 NP0174'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 NP0174'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0541 ***********************************************************************
 LF0541  DESIGNATION -  Q 215
 LF0541  PID         -  LF0541
 LF0541  STATE/COUNTY-  NE/RICHARDSON
 LF0541  COUNTRY     -  US
 LF0541  USGS QUAD   -  HUMBOLDT SE (2017)
 LF0541
 LF0541                         *CURRENT SURVEY CONTROL
 LF0541  ______________________________________________________________________
 LF0541* NAD 83(1986) POSITION- 40 06 06.     (N) 095 46 46.     (W)   SCALED
 LF0541* NAVD 88 ORTHO HEIGHT -   283.511 (meters)      930.15  (feet) ADJUSTED
 LF0541  ______________________________________________________________________
 LF0541  GEOID HEIGHT    -        -30.067 (meters)                     GEOID18
 LF0541  DYNAMIC HEIGHT  -        283.351 (meters)      929.63  (feet) COMP
 LF0541  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 LF0541
 LF0541  VERT ORDER      -  SECOND    CLASS 0
 LF0541
 LF0541.The horizontal coordinates were scaled from a map and have
 LF0541.an estimated accuracy of +/- 6 seconds.
 LF0541
 LF0541.The orthometric height was determined by differential leveling and
 LF0541.adjusted by the NATIONAL GEODETIC SURVEY
 LF0541.in June 1991.
 LF0541
 LF0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0541.GEOID18 height accuracy estimate available here.
 LF0541
 LF0541.Click photographs - Photos may exist for this station.
 LF0541
 LF0541.The dynamic height is computed by dividing the NAVD 88
 LF0541.geopotential number by the normal gravity value computed on the
 LF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0541.degrees latitude (g = 980.6199 gals.).
 LF0541
 LF0541.The modeled gravity was interpolated from observed gravity values.
 LF0541
 LF0541;                    North         East    Units  Estimated Accuracy
 LF0541;SPC NE       -    38,580.      859,720.      MT  (+/- 180 meters Scaled)
 LF0541
 LF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE630427(NAD 83)
 LF0541
 LF0541                          SUPERSEDED SURVEY CONTROL
 LF0541
 LF0541  NGVD 29 (??/??/92)  283.426  (m)          929.87   (f) ADJ UNCH    2 0
 LF0541
 LF0541.Superseded values are not recommended for survey control.
 LF0541
 LF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0541.See file dsdata.pdf to determine how the superseded data were derived.
 LF0541
 LF0541_MARKER: DB = BENCH MARK DISK
 LF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0541_STAMPING: Q 215 1945
 LF0541_MARK LOGO: CGS
 LF0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0541+STABILITY: SURFACE MOTION
 LF0541
 LF0541  HISTORY     - Date     Condition        Report By
 LF0541  HISTORY     - 1945     MONUMENTED       CGS
 LF0541  HISTORY     - 1981     GOOD             LOCSUR
 LF0541
 LF0541                          STATION DESCRIPTION
 LF0541
 LF0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0541'4.2 MI NW FROM SALEM.
 LF0541'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0541'RAILROAD FROM THE STATION AT SALEM, 4 POLES WEST OF MILEPOST
 LF0541'30, 10 POLES WEST OF A ROAD CROSSING, 46 FEET NORTH OF THE
 LF0541'CENTERLINE OF THE TRACK, 46 FEET SOUTH OF THE CENTERLINE OF A
 LF0541'ROAD PARALLELING THE TRACK, 2.5 FEET NORTHWEST OF A POLE, 2 FEET
 LF0541'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER
 LF0541'THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED Q 215 1945 AND
 LF0541'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LF0541'GROUND.
 LF0541
 LF0541                          STATION RECOVERY (1981)
 LF0541
 LF0541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0046 ***********************************************************************
 NN0046  DESIGNATION -  Q 216
 NN0046  PID         -  NN0046
 NN0046  STATE/COUNTY-  NE/BOYD
 NN0046  COUNTRY     -  US
 NN0046  USGS QUAD   -  MARTY (2017)
 NN0046
 NN0046                         *CURRENT SURVEY CONTROL
 NN0046  ______________________________________________________________________
 NN0046* NAD 83(1986) POSITION- 42 53 13.     (N) 098 22 48.     (W)   SCALED
 NN0046* NAVD 88 ORTHO HEIGHT -   511.245 (meters)     1677.31  (feet) ADJUSTED
 NN0046  ______________________________________________________________________
 NN0046  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 NN0046  DYNAMIC HEIGHT  -        511.069 (meters)     1676.73  (feet) COMP
 NN0046  MODELED GRAVITY -    980,261.2   (mgal)                       NAVD 88
 NN0046
 NN0046  VERT ORDER      -  SECOND    CLASS 0
 NN0046
 NN0046.The horizontal coordinates were scaled from a map and have
 NN0046.an estimated accuracy of +/- 6 seconds.
 NN0046
 NN0046.The orthometric height was determined by differential leveling and
 NN0046.adjusted by the NATIONAL GEODETIC SURVEY
 NN0046.in June 1991.
 NN0046
 NN0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0046.GEOID18 height accuracy estimate available here.
 NN0046
 NN0046.Click photographs - Photos may exist for this station.
 NN0046
 NN0046.The dynamic height is computed by dividing the NAVD 88
 NN0046.geopotential number by the normal gravity value computed on the
 NN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0046.degrees latitude (g = 980.6199 gals.).
 NN0046
 NN0046.The modeled gravity was interpolated from observed gravity values.
 NN0046
 NN0046;                    North         East    Units  Estimated Accuracy
 NN0046;SPC NE       -   340,300.      632,320.      MT  (+/- 180 meters Scaled)
 NN0046
 NN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN506484(NAD 83)
 NN0046
 NN0046                          SUPERSEDED SURVEY CONTROL
 NN0046
 NN0046  NGVD 29 (??/??/92)  510.974  (m)         1676.42   (f) ADJ UNCH    2 0
 NN0046
 NN0046.Superseded values are not recommended for survey control.
 NN0046
 NN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0046.See file dsdata.pdf to determine how the superseded data were derived.
 NN0046
 NN0046_MARKER: DB = BENCH MARK DISK
 NN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0046_STAMPING: Q 216 1946
 NN0046_MARK LOGO: CGS
 NN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0046+STABILITY: SURFACE MOTION
 NN0046
 NN0046  HISTORY     - Date     Condition        Report By
 NN0046  HISTORY     - 1946     MONUMENTED       CGS
 NN0046  HISTORY     - 1964     GOOD             USGS
 NN0046
 NN0046                          STATION DESCRIPTION
 NN0046
 NN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0046'6.5 MI NW FROM MONOWI.
 NN0046'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION
 NN0046'AT MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0046'NORTH 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3 MILE
 NN0046'ALONG A GRADED DIRT ROAD, THENCE NORTHWEST 0.5 MILE ALONG A
 NN0046'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YDS
 NN0046'ACROSS TRACK ROAD LEADING NORTH, 28.0 FT NORTH OF AND ABOUT
 NN0046'1.0 FT HIGHER THAN THE CENTER LINE OF THE ROAD, 1.0 FT SOUTH
 NN0046'OF A FENCE AND 1.0 FT WEST OF A 4 IN X 4 IN MARKER POST.  A
 NN0046'BRONZE DISK STAMPED Q 21 1946 SET IN THE TOP OF A CONCRETE POST
 NN0046'WHICH PROJECTS 4 INCHES ABOVE GROUND.  NOTE-- EROSION HAS LEFT
 NN0046'THIS POST PROJECTING AN ADDITIONAL 2 FEET OUT OF THE GROUND.
 NN0046
 NN0046                          STATION RECOVERY (1964)
 NN0046
 NN0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NN0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0192 ***********************************************************************
 NN0192  DESIGNATION -  Q 217
 NN0192  PID         -  NN0192
 NN0192  STATE/COUNTY-  NE/HOLT
 NN0192  COUNTRY     -  US
 NN0192  USGS QUAD   -  INMAN (2017)
 NN0192
 NN0192                         *CURRENT SURVEY CONTROL
 NN0192  ______________________________________________________________________
 NN0192* NAD 83(1986) POSITION- 42 26 35.     (N) 098 35 57.     (W)   SCALED
 NN0192* NAVD 88 ORTHO HEIGHT -   597.255 (meters)     1959.49  (feet) ADJUSTED
 NN0192  ______________________________________________________________________
 NN0192  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 NN0192  DYNAMIC HEIGHT  -        597.031 (meters)     1958.76  (feet) COMP
 NN0192  MODELED GRAVITY -    980,227.4   (mgal)                       NAVD 88
 NN0192
 NN0192  VERT ORDER      -  FIRST     CLASS II
 NN0192
 NN0192.The horizontal coordinates were scaled from a map and have
 NN0192.an estimated accuracy of +/- 6 seconds.
 NN0192
 NN0192.The orthometric height was determined by differential leveling and
 NN0192.adjusted by the NATIONAL GEODETIC SURVEY
 NN0192.in June 1991.
 NN0192
 NN0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0192.GEOID18 height accuracy estimate available here.
 NN0192
 NN0192.Click photographs - Photos may exist for this station.
 NN0192
 NN0192.The dynamic height is computed by dividing the NAVD 88
 NN0192.geopotential number by the normal gravity value computed on the
 NN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0192.degrees latitude (g = 980.6199 gals.).
 NN0192
 NN0192.The modeled gravity was interpolated from observed gravity values.
 NN0192
 NN0192;                    North         East    Units  Estimated Accuracy
 NN0192;SPC NE       -   290,690.      615,220.      MT  (+/- 180 meters Scaled)
 NN0192
 NN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM329990(NAD 83)
 NN0192
 NN0192                          SUPERSEDED SURVEY CONTROL
 NN0192
 NN0192  NGVD 29 (??/??/92)  597.058  (m)         1958.85   (f) ADJ UNCH    1 2
 NN0192
 NN0192.Superseded values are not recommended for survey control.
 NN0192
 NN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0192.See file dsdata.pdf to determine how the superseded data were derived.
 NN0192
 NN0192_MARKER: DB = BENCH MARK DISK
 NN0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0192_STAMPING: Q 217 1946
 NN0192_MARK LOGO: CGS
 NN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0192+STABILITY: SURFACE MOTION
 NN0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0192+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 NN0192
 NN0192  HISTORY     - Date     Condition        Report By
 NN0192  HISTORY     - 1946     MONUMENTED       CGS
 NN0192  HISTORY     - 20100809 GOOD             JEOCON
 NN0192
 NN0192                          STATION DESCRIPTION
 NN0192
 NN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0192'3.4 MI SE FROM O NEILL.
 NN0192'3.4 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0192'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0192'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0192'MILES EAST ALONG A GRADED DIRT ROAD, AND THENCE 0.6 MILE SOUTH
 NN0192'ALONG ANOTHER GRADED ROAD.  IT IS AT THE CROSSING OF THE
 NN0192'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 56 FEET WEST OF THE
 NN0192'CENTERLINE OF THE ROAD, 49 FEET SOUTHWEST OF THE CENTERLINE OF
 NN0192'THE TRACK, 23.5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE
 NN0192'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 NN0192'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 217 1946
 NN0192'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NN0192'ABOVE GROUND.
 NN0192
 NN0192                          STATION RECOVERY (2010)
 NN0192
 NN0192'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0421 ***********************************************************************
 NN0421  DESIGNATION -  Q 218
 NN0421  PID         -  NN0421
 NN0421  STATE/COUNTY-  NE/HOLT
 NN0421  COUNTRY     -  US
 NN0421  USGS QUAD   -  STUART NE (2017)
 NN0421
 NN0421                         *CURRENT SURVEY CONTROL
 NN0421  ______________________________________________________________________
 NN0421* NAD 83(1986) POSITION- 42 39 58.05   (N) 099 06 29.98   (W)   HD_HELD1
 NN0421* NAVD 88 ORTHO HEIGHT -   650.050 (meters)     2132.71  (feet) ADJUSTED
 NN0421  ______________________________________________________________________
 NN0421  GEOID HEIGHT    -        -24.255 (meters)                     GEOID18
 NN0421  DYNAMIC HEIGHT  -        649.801 (meters)     2131.89  (feet) COMP
 NN0421  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 NN0421
 NN0421  VERT ORDER      -  SECOND    CLASS 0
 NN0421
 NN0421.The horizontal coordinates were determined by differentially corrected
 NN0421.hand held GPS observations or other comparable positioning techniques
 NN0421.and have an estimated accuracy of +/- 3 meters.
 NN0421
 NN0421.The orthometric height was determined by differential leveling and
 NN0421.adjusted by the NATIONAL GEODETIC SURVEY
 NN0421.in June 1991.
 NN0421
 NN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0421.GEOID18 height accuracy estimate available here.
 NN0421
 NN0421.Click photographs - Photos may exist for this station.
 NN0421
 NN0421.The dynamic height is computed by dividing the NAVD 88
 NN0421.geopotential number by the normal gravity value computed on the
 NN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0421.degrees latitude (g = 980.6199 gals.).
 NN0421
 NN0421.The modeled gravity was interpolated from observed gravity values.
 NN0421
 NN0421;                    North         East    Units  Estimated Accuracy
 NN0421;SPC NE       -   314,910.8     573,089.0     MT  (+/- 3 meters HH1 GPS) 
 NN0421
 NN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9112223745(NAD 83)
 NN0421
 NN0421                          SUPERSEDED SURVEY CONTROL
 NN0421
 NN0421  NGVD 29 (??/??/92)  649.812  (m)         2131.92   (f) ADJ UNCH    2 0
 NN0421
 NN0421.Superseded values are not recommended for survey control.
 NN0421
 NN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0421.See file dsdata.pdf to determine how the superseded data were derived.
 NN0421
 NN0421_MARKER: DB = BENCH MARK DISK
 NN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0421_STAMPING: Q 218 1946
 NN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0421+STABILITY: SURFACE MOTION
 NN0421
 NN0421  HISTORY     - Date     Condition        Report By
 NN0421  HISTORY     - 1946     MONUMENTED       CGS
 NN0421
 NN0421                          STATION DESCRIPTION
 NN0421
 NN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0421'8.1 MI N FROM STUART.
 NN0421'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0421'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0421'NO. 20, THENCE NORTH 5.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0421'MARK, BENCH MARK IS AT THE SOUTHWEST CORNER OF THE PRAIRIE VIEW
 NN0421'SCHOOL YARD, 94.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NN0421'SCHOOL HOUSE, 49.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 NN0421'LINE OF THE ROAD, 10.6 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 NN0421'NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER
 NN0421'POST.  A BRONZE DISK STAMPED Q 218 1946 SET IN THE TOP OF A
 NN0421'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0341 ***********************************************************************
 NN0341  DESIGNATION -  Q 219
 NN0341  PID         -  NN0341
 NN0341  STATE/COUNTY-  NE/HOLT
 NN0341  COUNTRY     -  US
 NN0341  USGS QUAD   -  STUART (2017)
 NN0341
 NN0341                         *CURRENT SURVEY CONTROL
 NN0341  ______________________________________________________________________
 NN0341* NAD 83(1986) POSITION- 42 35 27.96   (N) 099 07 36.58   (W)   HD_HELD1
 NN0341* NAVD 88 ORTHO HEIGHT -   653.887 (meters)     2145.29  (feet) ADJUSTED
 NN0341  ______________________________________________________________________
 NN0341  GEOID HEIGHT    -        -23.982 (meters)                     GEOID18
 NN0341  DYNAMIC HEIGHT  -        653.631 (meters)     2144.45  (feet) COMP
 NN0341  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 NN0341
 NN0341  VERT ORDER      -  FIRST     CLASS II
 NN0341
 NN0341.The horizontal coordinates were determined by differentially corrected
 NN0341.hand held GPS observations or other comparable positioning techniques
 NN0341.and have an estimated accuracy of +/- 3 meters.
 NN0341
 NN0341.The orthometric height was determined by differential leveling and
 NN0341.adjusted by the NATIONAL GEODETIC SURVEY
 NN0341.in June 1991.
 NN0341
 NN0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0341.GEOID18 height accuracy estimate available here.
 NN0341
 NN0341.Click photographs - Photos may exist for this station.
 NN0341
 NN0341.The dynamic height is computed by dividing the NAVD 88
 NN0341.geopotential number by the normal gravity value computed on the
 NN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0341.degrees latitude (g = 980.6199 gals.).
 NN0341
 NN0341.The modeled gravity was interpolated from observed gravity values.
 NN0341
 NN0341;                    North         East    Units  Estimated Accuracy
 NN0341;SPC NE       -   306,562.8     571,656.8     MT  (+/- 3 meters HH1 GPS) 
 NN0341
 NN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8959415416(NAD 83)
 NN0341
 NN0341                          SUPERSEDED SURVEY CONTROL
 NN0341
 NN0341  NGVD 29 (??/??/92)  653.655  (m)         2144.53   (f) ADJ UNCH    1 2
 NN0341
 NN0341.Superseded values are not recommended for survey control.
 NN0341
 NN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0341.See file dsdata.pdf to determine how the superseded data were derived.
 NN0341
 NN0341_MARKER: DB = BENCH MARK DISK
 NN0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0341_STAMPING: Q 219 1946
 NN0341_MARK LOGO: CGS
 NN0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0341+STABILITY: SURFACE MOTION
 NN0341
 NN0341  HISTORY     - Date     Condition        Report By
 NN0341  HISTORY     - 1946     MONUMENTED       CGS
 NN0341  HISTORY     - 1954     POOR             CGS
 NN0341
 NN0341                          STATION DESCRIPTION
 NN0341
 NN0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NN0341'0.3 MI S FROM STUART.
 NN0341'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0341'HOLT COUNTY, THENCE 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0341'100 YARDS SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 NN0341'43.6 FEET NORTHEAST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NN0341'WESTERN RAILWAY TRACK, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NN0341'HIGHWAY, 184 FEET EAST OF A SWITCH ON THE C. AND N.W. RY., 1 FOOT
 NN0341'WEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 NN0341'HIGHWAY.  A STANDARD DISK, STAMPED Q 219 1946 AND SET IN THE TOP
 NN0341'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS
 NN0341'BENCH MARK HAS BEEN DISTURBED BY A ROAD GRADER AND IS NOW LEANING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0152 ***********************************************************************
 MM0152  DESIGNATION -  Q 22
 MM0152  PID         -  MM0152
 MM0152  STATE/COUNTY-  NE/MCPHERSON
 MM0152  COUNTRY     -  US
 MM0152  USGS QUAD   -  TRYON (2017)
 MM0152
 MM0152                         *CURRENT SURVEY CONTROL
 MM0152  ______________________________________________________________________
 MM0152* NAD 83(1986) POSITION- 41 36 03.08   (N) 100 57 47.41   (W)   HD_HELD1
 MM0152* NAVD 88 ORTHO HEIGHT -   998.359 (meters)     3275.45  (feet) ADJUSTED
 MM0152  ______________________________________________________________________
 MM0152  GEOID HEIGHT    -        -21.477 (meters)                     GEOID18
 MM0152  DYNAMIC HEIGHT  -        997.770 (meters)     3273.52  (feet) COMP
 MM0152  MODELED GRAVITY -    979,998.6   (mgal)                       NAVD 88
 MM0152
 MM0152  VERT ORDER      -  FIRST     CLASS II
 MM0152
 MM0152.The horizontal coordinates were determined by differentially corrected
 MM0152.hand held GPS observations or other comparable positioning techniques
 MM0152.and have an estimated accuracy of +/- 3 meters.
 MM0152
 MM0152.The orthometric height was determined by differential leveling and
 MM0152.adjusted by the NATIONAL GEODETIC SURVEY
 MM0152.in June 1994.
 MM0152
 MM0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0152.GEOID18 height accuracy estimate available here.
 MM0152
 MM0152.Click photographs - Photos may exist for this station.
 MM0152
 MM0152.The dynamic height is computed by dividing the NAVD 88
 MM0152.geopotential number by the normal gravity value computed on the
 MM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0152.degrees latitude (g = 980.6199 gals.).
 MM0152
 MM0152.The modeled gravity was interpolated from observed gravity values.
 MM0152
 MM0152;                    North         East    Units  Estimated Accuracy
 MM0152;SPC NE       -   196,686.8     419,732.9     MT  (+/- 3 meters HH1 GPS) 
 MM0152
 MM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3639907322(NAD 83)
 MM0152
 MM0152                          SUPERSEDED SURVEY CONTROL
 MM0152
 MM0152  NAVD 88 (06/15/91)  998.398  (m)         3275.58   (f) SUPERSEDED  1 2
 MM0152  NGVD 29 (02/14/92)  997.990  (m)         3274.24   (f) ADJUSTED    1 2
 MM0152  NGVD 29 (??/??/87)  998.029  (m)         3274.37   (f) SUPERSEDED  1 2
 MM0152
 MM0152.Superseded values are not recommended for survey control.
 MM0152
 MM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0152.See file dsdata.pdf to determine how the superseded data were derived.
 MM0152
 MM0152_MARKER: DB = BENCH MARK DISK
 MM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0152_STAMPING: 3274.367 Q 22 1933
 MM0152_MARK LOGO: CGS
 MM0152_PROJECTION: PROJECTING 9 CENTIMETERS
 MM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0152+STABILITY: SURFACE MOTION
 MM0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0152+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2020
 MM0152
 MM0152  HISTORY     - Date     Condition        Report By
 MM0152  HISTORY     - 1933     MONUMENTED       CGS
 MM0152  HISTORY     - 19910820 GOOD             NGS
 MM0152  HISTORY     - 20150609 GOOD             NEGS
 MM0152  HISTORY     - 20200917 GOOD             NEGS
 MM0152
 MM0152                          STATION DESCRIPTION
 MM0152
 MM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0152'3.5 MI N FROM TRYON.
 MM0152'3.5 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0152'TRYON, MC PHERSON COUNTY, AT MC KILLIP RANCH, 35 FEET NORTH OF A
 MM0152'T-ROAD LEADING WEST TO THE RANCH, 68 FEET WEST OF THE CENTERLINE
 MM0152'OF THE OLD HIGHWAY, AND 56 FEET SOUTH OF A FENCE.  A STANDARD
 MM0152'DISK, STAMPED 3274.367 Q 22 1933 AND SET IN THE TOP OF A CONCRETE
 MM0152'POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0152
 MM0152                          STATION RECOVERY (1991)
 MM0152
 MM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0152'5.6 KM (3.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0152'IN TRYON, 205.5 M (674.2 FT) NORTH OF THE CENTER OF A DRIVEWAY, 34.6
 MM0152'M (113.5 FT) WEST OF THE HIGHWAY CENTERLINE, 29.3 M (96.1 FT) NORTH
 MM0152'OF T-JUNCTION UTILITY POLE NUMBER 117 23 05, 10.9 M (35.8 FT)
 MM0152'NORTHWEST OF A WITNESS POST AND FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL
 MM0152'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MM0152'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DAN
 MM0152'CONNELL JR, HC 71, BOX 1, TRYON, NE 60167, TELEPHONE NUMBER (308)
 MM0152'587-2482.
 MM0152
 MM0152                          STATION RECOVERY (2015)
 MM0152
 MM0152'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0152'RECOVERED AS DESCRIBED
 MM0152
 MM0152                          STATION RECOVERY (2020)
 MM0152
 MM0152'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 MM0152'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 92 AND NE. HIGHWAY 97 IN
 MM0152'TRYON, NE., GO NORTH ON NE. HIGHWAY 97 APPROXIMATELY 3.38 MI (5.44 KM)
 MM0152'TO MILE POST 34.42 AND THE MARK ON THE LEFT (WEST).  THE MARK IS 35.8
 MM0152'FT (10.9 M) NORTHWEST OF AN ORANGE FIBERGLASS WITNESS IN WEST ROW
 MM0152'FENCE, 96.1 FT (29.3 M) NORTH OF A POWER POLE AT T JUNCTION OF POWER
 MM0152'LINES, 700 FT (213.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A FIELD
 MM0152'DRIVE (WEST) AND 113.5 FT (34.6 M) WEST OF THE CENTERLINE OF NE
 MM0152'HIGHWAY 97.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0384 ***********************************************************************
 NN0384  DESIGNATION -  Q 220
 NN0384  PID         -  NN0384
 NN0384  STATE/COUNTY-  NE/KEYA PAHA
 NN0384  COUNTRY     -  US
 NN0384  USGS QUAD   -  JAMISON (2017)
 NN0384
 NN0384                         *CURRENT SURVEY CONTROL
 NN0384  ______________________________________________________________________
 NN0384* NAD 83(1986) POSITION- 42 54 19.     (N) 099 20 07.     (W)   SCALED
 NN0384* NAVD 88 ORTHO HEIGHT -   608.792 (meters)     1997.35  (feet) ADJUSTED
 NN0384  ______________________________________________________________________
 NN0384  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 NN0384  DYNAMIC HEIGHT  -        608.563 (meters)     1996.59  (feet) COMP
 NN0384  MODELED GRAVITY -    980,226.1   (mgal)                       NAVD 88
 NN0384
 NN0384  VERT ORDER      -  SECOND    CLASS 0
 NN0384
 NN0384.The horizontal coordinates were scaled from a map and have
 NN0384.an estimated accuracy of +/- 6 seconds.
 NN0384
 NN0384.The orthometric height was determined by differential leveling and
 NN0384.adjusted by the NATIONAL GEODETIC SURVEY
 NN0384.in June 1991.
 NN0384
 NN0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0384.GEOID18 height accuracy estimate available here.
 NN0384
 NN0384.Click photographs - Photos may exist for this station.
 NN0384
 NN0384.The dynamic height is computed by dividing the NAVD 88
 NN0384.geopotential number by the normal gravity value computed on the
 NN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0384.degrees latitude (g = 980.6199 gals.).
 NN0384
 NN0384.The modeled gravity was interpolated from observed gravity values.
 NN0384
 NN0384;                    North         East    Units  Estimated Accuracy
 NN0384;SPC NE       -   341,310.      554,280.      MT  (+/- 180 meters Scaled)
 NN0384
 NN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726503(NAD 83)
 NN0384
 NN0384                          SUPERSEDED SURVEY CONTROL
 NN0384
 NN0384  NGVD 29 (??/??/92)  608.509  (m)         1996.42   (f) ADJ UNCH    2 0
 NN0384
 NN0384.Superseded values are not recommended for survey control.
 NN0384
 NN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0384.See file dsdata.pdf to determine how the superseded data were derived.
 NN0384
 NN0384_MARKER: DB = BENCH MARK DISK
 NN0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0384_STAMPING: Q 220 1946
 NN0384_MARK LOGO: CGS
 NN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0384+STABILITY: SURFACE MOTION
 NN0384
 NN0384  HISTORY     - Date     Condition        Report By
 NN0384  HISTORY     - 1946     MONUMENTED       CGS
 NN0384  HISTORY     - 1973     GOOD             NGS
 NN0384
 NN0384                          STATION DESCRIPTION
 NN0384
 NN0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0384'2.5 MI S FROM BROCKSBURG.
 NN0384'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 2.5 MILES
 NN0384'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 32.0 FEET
 NN0384'EAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 NN0384'ROAD, 14.5 FEET NORTH OF A FOURTEEN INCH COTTONWOOD TREE AND AN
 NN0384'EAST-WEST FENCE LINE, 17.5 FEET SOUTH OF A SIXTEEN INCH COTTONWOOD
 NN0384'TREE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN
 NN0384'MARKER POST.  A BRONZE DISK STAMPED Q 220 1946 SET IN THE TOP
 NN0384'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NN0384
 NN0384                          STATION RECOVERY (1973)
 NN0384
 NN0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0385 ***********************************************************************
 NN0385  DESIGNATION -  Q 220 RESET
 NN0385  PID         -  NN0385
 NN0385  STATE/COUNTY-  NE/KEYA PAHA
 NN0385  COUNTRY     -  US
 NN0385  USGS QUAD   -  JAMISON (2017)
 NN0385
 NN0385                         *CURRENT SURVEY CONTROL
 NN0385  ______________________________________________________________________
 NN0385* NAD 83(1986) POSITION- 42 54 19.     (N) 099 20 07.     (W)   SCALED
 NN0385* NAVD 88 ORTHO HEIGHT -   608.66  (meters)     1996.9   (feet) RESET
 NN0385  ______________________________________________________________________
 NN0385  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 NN0385  VERT ORDER      -  THIRD
 NN0385
 NN0385.The horizontal coordinates were scaled from a map and have
 NN0385.an estimated accuracy of +/- 6 seconds.
 NN0385
 NN0385.The orthometric height was computed from unverified reset data.
 NN0385
 NN0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0385.GEOID18 height accuracy estimate available here.
 NN0385
 NN0385.Click photographs - Photos may exist for this station.
 NN0385
 NN0385;                    North         East    Units  Estimated Accuracy
 NN0385;SPC NE       -   341,310.      554,280.      MT  (+/- 180 meters Scaled)
 NN0385
 NN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726503(NAD 83)
 NN0385
 NN0385                          SUPERSEDED SURVEY CONTROL
 NN0385
 NN0385.No superseded survey control is available for this station.
 NN0385
 NN0385_MARKER: DV = VERTICAL CONTROL DISK
 NN0385_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0385+WITH SETTING: INTO GROUND
 NN0385_STAMPING: Q 220 RESET 1973
 NN0385_MARK LOGO: NGS
 NN0385_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0385+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 NN0385
 NN0385  HISTORY     - Date     Condition        Report By
 NN0385  HISTORY     - 1973     MONUMENTED       NGS
 NN0385  HISTORY     - 20141210 GOOD             INDIV
 NN0385
 NN0385                          STATION DESCRIPTION
 NN0385
 NN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NN0385'1.8 MI S FROM BROCKSBURG.
 NN0385'TO REACH THE BENCH MARK FROM THE OLD SCHOOL BUILDING AT
 NN0385'BROCKSBURG, GO SOUTH ON HIGHWAY 137 FOR 1.85 MILE TO THE BENCH
 NN0385'MARK ON THE LEFT.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NN0385'Q 220 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0385'ROD, WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NN0385'IN A PLASTIC PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NN0385'IT IS 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET WEST OF THE
 NN0385'EAST RIGHT-OF-WAY OF HIGHWAY 137 OR 58 FEET EAST OF THE CENTER
 NN0385'OF HIGHWAY 137 AND AT THE WEST END OF A FENCELINE GOING EAST.
 NN0385
 NN0385                          STATION RECOVERY (2014)
 NN0385
 NN0385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0385'FOUND IN GOOD CONDITION, 4.5 FT.SOUTHWEST OF GUY POWERPOLE AT MILE
 NN0385'MARKER 21+86 ON HWY 137.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1256 ***********************************************************************
 NM1256  DESIGNATION -  Q 221
 NM1256  PID         -  NM1256
 NM1256  STATE/COUNTY-  NE/PIERCE
 NM1256  COUNTRY     -  US
 NM1256  USGS QUAD   -  PLAINVIEW (2017)
 NM1256
 NM1256                         *CURRENT SURVEY CONTROL
 NM1256  ______________________________________________________________________
 NM1256* NAD 83(1986) POSITION- 42 19 34.61   (N) 097 45 24.98   (W)   HD_HELD1
 NM1256* NAVD 88 ORTHO HEIGHT -   508.249 (meters)     1667.48  (feet) ADJUSTED
 NM1256  ______________________________________________________________________
 NM1256  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 NM1256  DYNAMIC HEIGHT  -        508.060 (meters)     1666.86  (feet) COMP
 NM1256  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 NM1256
 NM1256  VERT ORDER      -  FIRST     CLASS II
 NM1256
 NM1256.The horizontal coordinates were determined by differentially corrected
 NM1256.hand held GPS observations or other comparable positioning techniques
 NM1256.and have an estimated accuracy of +/- 3 meters.
 NM1256
 NM1256.The orthometric height was determined by differential leveling and
 NM1256.adjusted by the NATIONAL GEODETIC SURVEY
 NM1256.in June 1991.
 NM1256
 NM1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1256.GEOID18 height accuracy estimate available here.
 NM1256
 NM1256.Click photographs - Photos may exist for this station.
 NM1256
 NM1256.The dynamic height is computed by dividing the NAVD 88
 NM1256.geopotential number by the normal gravity value computed on the
 NM1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1256.degrees latitude (g = 980.6199 gals.).
 NM1256
 NM1256.The modeled gravity was interpolated from observed gravity values.
 NM1256
 NM1256;                    North         East    Units  Estimated Accuracy
 NM1256;SPC NE       -   279,187.8     684,822.0     MT  (+/- 3 meters HH1 GPS) 
 NM1256
 NM1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0242086751(NAD 83)
 NM1256
 NM1256                          SUPERSEDED SURVEY CONTROL
 NM1256
 NM1256  NGVD 29 (??/??/92)  508.064  (m)         1666.87   (f) ADJ UNCH    1 2
 NM1256
 NM1256.Superseded values are not recommended for survey control.
 NM1256
 NM1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1256.See file dsdata.pdf to determine how the superseded data were derived.
 NM1256
 NM1256_MARKER: DB = BENCH MARK DISK
 NM1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1256_SP_SET: BRIDGE
 NM1256_STAMPING: Q 221 1946
 NM1256_MARK LOGO: CGS
 NM1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1256
 NM1256  HISTORY     - Date     Condition        Report By
 NM1256  HISTORY     - 1946     MONUMENTED       CGS
 NM1256  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1256
 NM1256                          STATION DESCRIPTION
 NM1256
 NM1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1256'2.9 MI SE FROM PLAINVIEW.
 NM1256'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 NM1256'U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, AT THE INTERSECTION
 NM1256'OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 100 YARDS SOUTH OF THE
 NM1256'HIGHWAY, AT A 30-FOOT STEEL BRIDGE ON THE NORTH-AND-SOUTH ROAD, IN
 NM1256'THE NORTHWEST PIER, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 NM1256'1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED Q 221 1946.
 NM1256
 NM1256                          STATION RECOVERY (1999)
 NM1256
 NM1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1256'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0152 ***********************************************************************
 NN0152  DESIGNATION -  Q 222
 NN0152  PID         -  NN0152
 NN0152  STATE/COUNTY-  NE/ANTELOPE
 NN0152  COUNTRY     -  US
 NN0152  USGS QUAD   -  ORCHARD (2017)
 NN0152
 NN0152                         *CURRENT SURVEY CONTROL
 NN0152  ______________________________________________________________________
 NN0152* NAD 83(1986) POSITION- 42 20 07.47   (N) 098 13 23.96   (W)   HD_HELD1
 NN0152* NAVD 88 ORTHO HEIGHT -   593.131 (meters)     1945.96  (feet) ADJUSTED
 NN0152  ______________________________________________________________________
 NN0152  GEOID HEIGHT    -        -24.891 (meters)                     GEOID18
 NN0152  DYNAMIC HEIGHT  -        592.890 (meters)     1945.17  (feet) COMP
 NN0152  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 NN0152
 NN0152  VERT ORDER      -  FIRST     CLASS II
 NN0152
 NN0152.The horizontal coordinates were determined by differentially corrected
 NN0152.hand held GPS observations or other comparable positioning techniques
 NN0152.and have an estimated accuracy of +/- 3 meters.
 NN0152
 NN0152.The orthometric height was determined by differential leveling and
 NN0152.adjusted by the NATIONAL GEODETIC SURVEY
 NN0152.in June 1991.
 NN0152
 NN0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0152.GEOID18 height accuracy estimate available here.
 NN0152
 NN0152.Click photographs - Photos may exist for this station.
 NN0152
 NN0152.The dynamic height is computed by dividing the NAVD 88
 NN0152.geopotential number by the normal gravity value computed on the
 NN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0152.degrees latitude (g = 980.6199 gals.).
 NN0152
 NN0152.The modeled gravity was interpolated from observed gravity values.
 NN0152
 NN0152;                    North         East    Units  Estimated Accuracy
 NN0152;SPC NE       -   279,307.9     646,378.6     MT  (+/- 3 meters HH1 GPS) 
 NN0152
 NN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6398387309(NAD 83)
 NN0152
 NN0152                          SUPERSEDED SURVEY CONTROL
 NN0152
 NN0152  NGVD 29 (??/??/92)  592.919  (m)         1945.27   (f) ADJ UNCH    1 2
 NN0152
 NN0152.Superseded values are not recommended for survey control.
 NN0152
 NN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0152.See file dsdata.pdf to determine how the superseded data were derived.
 NN0152
 NN0152_MARKER: DB = BENCH MARK DISK
 NN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0152_STAMPING: Q 222 1946
 NN0152_MARK LOGO: CGS
 NN0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0152+STABILITY: SURFACE MOTION
 NN0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0152+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2022
 NN0152
 NN0152  HISTORY     - Date     Condition        Report By
 NN0152  HISTORY     - 1946     MONUMENTED       CGS
 NN0152  HISTORY     - 19940815 GOOD             NEDR
 NN0152  HISTORY     - 20220511 GOOD             NEGS
 NN0152
 NN0152                          STATION DESCRIPTION
 NN0152
 NN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0152'0.9 MI E FROM ORCHARD.
 NN0152'0.9 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0152'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0152'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 45 FEET NORTH OF THE
 NN0152'CENTERLINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTERLINE
 NN0152'OF THE ROAD, 13 FEET NORTH OF THE SOUTHEAST CORNER OF A CEMETERY,
 NN0152'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER
 NN0152'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 222 1946 AND SET
 NN0152'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0152
 NN0152                          STATION RECOVERY (1994)
 NN0152
 NN0152'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0152'ABOUT 0.9 MI (1.4 KM) EAST OF ORCHARD, AT A CEMETERY, ON PUBLIC
 NN0152'RIGHT-OF-WAY AND NEAR THE SOUTHEAST CORNER OF SEC3, T27N, R8W. TO
 NN0152'REACH FROM THE ORCHARD POST OFFICE, GO EAST ON U.S.  HIGHWAY 20 FOR
 NN0152'0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, AT A COUNTY ROAD AND A
 NN0152'CEMETERY. THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT IS
 NN0152'FLUSH WITH THE GROUND SURFACE AND 15.70 M (51.51 FT) NORTH FROM THE
 NN0152'CENTERLINE OF THE HIGHWAY, 9.50 M (31.17 FT) WEST FROM THE CENTERLINE
 NN0152'OF THE COUNTY ROAD, 23.456 M (76.955 FT) SOUTHEAST FROM X-D NAILS IN A
 NN0152'POWER POLE, 19.085 M (62.615 FT) NORTHWEST FROM A NAIL AND WASHER IN
 NN0152'THE SIDE OF A FENCE CORNER POST, 4.337 M (14.229 FT) NORTH-NORTHEAST
 NN0152'FROM THE CORNER POST OF THE CHAIN LINK FENCE OF THE CEMETERY AND 0.483
 NN0152'M (1.585 FT) EAST FROM A WITNESS POST.
 NN0152
 NN0152                          STATION RECOVERY (2022)
 NN0152
 NN0152'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (TH)
 NN0152'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND HARRISON STREET IN
 NN0152'ORCHARD, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 1.0 MI (1.6 KM)
 NN0152'TO THE POINT ON THE LEFT (NORTH) SIDE OF HIGHWAY IN THE NORTHWEST
 NN0152'CORNER OF THE INTERSECTION.  THE MARK IS LOCATED NEAR THE SOUTHEAST
 NN0152'CORNER OF THE ORCHARD HILL CEMETERY.  THE MARK IS 63.6 FT (19.4 M)
 NN0152'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A ROW MARKER, 0.8 FT (24 CM)
 NN0152'WEST OF BOTTOM OF A FIBERGLASS WITNESS POST, 53.0 FT (16.2 M) NORTH OF
 NN0152'THE CENTERLINE OF U.S. HIGHWAY 20 AT MILE POST 332.73, 27.0 FT (8.2 M)
 NN0152'WEST OF THE CENTERLINE OF 514TH AVENUE AND 14.7 FT (4.5 M) NORTH OF
 NN0152'CENTER OF TOP OF A TELEPHONE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0399 ***********************************************************************
 NN0399  DESIGNATION -  Q 223
 NN0399  PID         -  NN0399
 NN0399  STATE/COUNTY-  NE/BOYD
 NN0399  COUNTRY     -  US
 NN0399  USGS QUAD   -  NAPER SW (2017)
 NN0399
 NN0399                         *CURRENT SURVEY CONTROL
 NN0399  ______________________________________________________________________
 NN0399* NAD 83(1986) POSITION- 42 52 10.63   (N) 099 09 32.39   (W)   HD_HELD1
 NN0399* NAVD 88 ORTHO HEIGHT -   584.080 (meters)     1916.27  (feet) ADJUSTED
 NN0399  ______________________________________________________________________
 NN0399  GEOID HEIGHT    -        -24.931 (meters)                     GEOID18
 NN0399  DYNAMIC HEIGHT  -        583.865 (meters)     1915.56  (feet) COMP
 NN0399  MODELED GRAVITY -    980,234.5   (mgal)                       NAVD 88
 NN0399
 NN0399  VERT ORDER      -  SECOND    CLASS 0
 NN0399
 NN0399.The horizontal coordinates were determined by differentially corrected
 NN0399.hand held GPS observations or other comparable positioning techniques
 NN0399.and have an estimated accuracy of +/- 3 meters.
 NN0399
 NN0399.The orthometric height was determined by differential leveling and
 NN0399.adjusted by the NATIONAL GEODETIC SURVEY
 NN0399.in June 1991.
 NN0399
 NN0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0399.GEOID18 height accuracy estimate available here.
 NN0399
 NN0399.Click photographs - Photos may exist for this station.
 NN0399
 NN0399.The dynamic height is computed by dividing the NAVD 88
 NN0399.geopotential number by the normal gravity value computed on the
 NN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0399.degrees latitude (g = 980.6199 gals.).
 NN0399
 NN0399.The modeled gravity was interpolated from observed gravity values.
 NN0399
 NN0399;                    North         East    Units  Estimated Accuracy
 NN0399;SPC NE       -   337,471.7     568,716.0     MT  (+/- 3 meters HH1 GPS) 
 NN0399
 NN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8701346348(NAD 83)
 NN0399
 NN0399                          SUPERSEDED SURVEY CONTROL
 NN0399
 NN0399  NGVD 29 (??/??/92)  583.823  (m)         1915.43   (f) ADJ UNCH    2 0
 NN0399
 NN0399.Superseded values are not recommended for survey control.
 NN0399
 NN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0399.See file dsdata.pdf to determine how the superseded data were derived.
 NN0399
 NN0399_MARKER: DB = BENCH MARK DISK
 NN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0399_STAMPING: Q 223 1946
 NN0399_MARK LOGO: CGS
 NN0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0399+STABILITY: SURFACE MOTION
 NN0399
 NN0399  HISTORY     - Date     Condition        Report By
 NN0399  HISTORY     - 1946     MONUMENTED       CGS
 NN0399
 NN0399                          STATION DESCRIPTION
 NN0399
 NN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0399'14 MI SE FROM BROCKSBURG.
 NN0399'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0399'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0399'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0399'EAST 6.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0399'MARK IS 36.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0399'LINE OF THE ROAD, 48.0 FEET WEST OF A NORTH-SOUTH SECTION LINE
 NN0399'FENCE LEADING NORTH, 6.0 FEET SOUTH OF A FENCE CORNER AND 1.0
 NN0399'FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NN0399'Q 223 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NN0399'ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1218 ***********************************************************************
 MK1218  DESIGNATION -  Q 224
 MK1218  PID         -  MK1218
 MK1218  STATE/COUNTY-  NE/MADISON
 MK1218  COUNTRY     -  US
 MK1218  USGS QUAD   -  ENOLA (2017)
 MK1218
 MK1218                         *CURRENT SURVEY CONTROL
 MK1218  ______________________________________________________________________
 MK1218* NAD 83(1986) POSITION- 41 59 04.6    (N) 097 25 48.2    (W)   HD_HELD2
 MK1218* NAVD 88 ORTHO HEIGHT -   472.005 (meters)     1548.57  (feet) ADJUSTED
 MK1218  ______________________________________________________________________
 MK1218  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 MK1218  DYNAMIC HEIGHT  -        471.820 (meters)     1547.96  (feet) COMP
 MK1218  MODELED GRAVITY -    980,217.3   (mgal)                       NAVD 88
 MK1218
 MK1218  VERT ORDER      -  FIRST     CLASS II
 MK1218
 MK1218.This mark is at Karl Stefan Mem Airport (OFK)
 MK1218
 MK1218.The horizontal coordinates were established by autonomous hand held GPS
 MK1218.observations and have an estimated accuracy of +/- 10 meters.
 MK1218
 MK1218.The orthometric height was determined by differential leveling and
 MK1218.adjusted by the NATIONAL GEODETIC SURVEY
 MK1218.in June 1991.
 MK1218
 MK1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1218.GEOID18 height accuracy estimate available here.
 MK1218
 MK1218.Click photographs - Photos may exist for this station.
 MK1218
 MK1218.The dynamic height is computed by dividing the NAVD 88
 MK1218.geopotential number by the normal gravity value computed on the
 MK1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1218.degrees latitude (g = 980.6199 gals.).
 MK1218
 MK1218.The modeled gravity was interpolated from observed gravity values.
 MK1218
 MK1218;                    North         East    Units  Estimated Accuracy
 MK1218;SPC NE       -   242,013.      712,877.      MT  (+/- 10 meters HH2 GPS)
 MK1218
 MK1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3005249259(NAD 83)
 MK1218
 MK1218                          SUPERSEDED SURVEY CONTROL
 MK1218
 MK1218  NGVD 29 (??/??/92)  471.820  (m)         1547.96   (f) ADJ UNCH    1 2
 MK1218
 MK1218.Superseded values are not recommended for survey control.
 MK1218
 MK1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1218.See file dsdata.pdf to determine how the superseded data were derived.
 MK1218
 MK1218_MARKER: DB = BENCH MARK DISK
 MK1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1218_SP_SET: BUILDING
 MK1218_STAMPING: Q 224 1947
 MK1218_MARK LOGO: CGS
 MK1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1218+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 MK1218
 MK1218  HISTORY     - Date     Condition        Report By
 MK1218  HISTORY     - 1947     MONUMENTED       CGS
 MK1218  HISTORY     - 1967     GOOD             CGS
 MK1218  HISTORY     - 1981     GOOD             LOCSUR
 MK1218  HISTORY     - 20140709 GOOD             NGS
 MK1218
 MK1218                          STATION DESCRIPTION
 MK1218
 MK1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1218'3.6 MI S FROM NORFOLK.
 MK1218'3.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 AND 0.2 MILE WEST ALONG
 MK1218'THE AIRPORT ROAD FROM THE JUNCTION OF U.S. HIGHWAY NO. 275
 MK1218'AND U.S. HIGHWAY NO. 81 AT NORFOLK, AT THE WEST (MAIN) ENTRANCE
 MK1218'TO THE ADMINISTRATION BUILDING AT THE NORFOLK MUNICIPAL AIRPORT,
 MK1218'3.9 FEET ABOVE THE TOP OF THE CONCRETE WALK, 1.5 FOOT SOUTH
 MK1218'OF THE SOUTH EDGE OF THE MAIN ENTRANCE DOOR, 1.5 FOOT NORTH
 MK1218'OF THE NORTH EDGE OF A CURVE GLASS WINDOW, SET VERTICALLY
 MK1218'IN THE WEST CONCRETE WALL OF THE BUILDING.
 MK1218
 MK1218                          STATION RECOVERY (1967)
 MK1218
 MK1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK1218'RECOVERED IN GOOD CONDITION.
 MK1218
 MK1218                          STATION RECOVERY (1981)
 MK1218
 MK1218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1218'RECOVERED IN GOOD CONDITION.
 MK1218
 MK1218                          STATION RECOVERY (2014)
 MK1218
 MK1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2014 (DW)
 MK1218'FORMER TERMINAL IS NOW BARNSTORMER RESTAURANT AT WEST END OF RISSER
 MK1218'DRIVE (AKA BALESTRA DRIVE).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0613 ***********************************************************************
 NM0613  DESIGNATION -  Q 225
 NM0613  PID         -  NM0613
 NM0613  STATE/COUNTY-  NE/WAYNE
 NM0613  COUNTRY     -  US
 NM0613  USGS QUAD   -  ALTONA NW (2017)
 NM0613
 NM0613                         *CURRENT SURVEY CONTROL
 NM0613  ______________________________________________________________________
 NM0613* NAD 83(1986) POSITION- 42 14 10.     (N) 096 59 13.     (W)   SCALED
 NM0613* NAVD 88 ORTHO HEIGHT -   436.687 (meters)     1432.70  (feet) ADJUSTED
 NM0613  ______________________________________________________________________
 NM0613  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 NM0613  DYNAMIC HEIGHT  -        436.536 (meters)     1432.20  (feet) COMP
 NM0613  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 NM0613
 NM0613  VERT ORDER      -  FIRST     CLASS II
 NM0613
 NM0613.This mark is at Wayne Municipal Airport (LCG)
 NM0613
 NM0613.The horizontal coordinates were scaled from a map and have
 NM0613.an estimated accuracy of +/- 6 seconds.
 NM0613
 NM0613.The orthometric height was determined by differential leveling and
 NM0613.adjusted by the NATIONAL GEODETIC SURVEY
 NM0613.in June 1991.
 NM0613
 NM0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0613.GEOID18 height accuracy estimate available here.
 NM0613
 NM0613.Click photographs - Photos may exist for this station.
 NM0613
 NM0613.The dynamic height is computed by dividing the NAVD 88
 NM0613.geopotential number by the normal gravity value computed on the
 NM0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0613.degrees latitude (g = 980.6199 gals.).
 NM0613
 NM0613.The modeled gravity was interpolated from observed gravity values.
 NM0613
 NM0613;                    North         East    Units  Estimated Accuracy
 NM0613;SPC NE       -   271,110.      748,590.      MT  (+/- 180 meters Scaled)
 NM0613
 NM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661779(NAD 83)
 NM0613
 NM0613                          SUPERSEDED SURVEY CONTROL
 NM0613
 NM0613  NGVD 29 (??/??/92)  436.510  (m)         1432.12   (f) ADJ UNCH    1 2
 NM0613
 NM0613.Superseded values are not recommended for survey control.
 NM0613
 NM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0613.See file dsdata.pdf to determine how the superseded data were derived.
 NM0613
 NM0613_MARKER: DB = BENCH MARK DISK
 NM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0613_STAMPING: Q 225 1947
 NM0613_MARK LOGO: CGS
 NM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0613+STABILITY: SURFACE MOTION
 NM0613
 NM0613  HISTORY     - Date     Condition        Report By
 NM0613  HISTORY     - 1947     MONUMENTED       CGS
 NM0613
 NM0613                          STATION DESCRIPTION
 NM0613
 NM0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0613'2 MI NE FROM WAYNE.
 NM0613'TO REACH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0613'RAILWAY STATION AT WAYNE, PROCEED 0.45 MILE NORTH ALONG STATE
 NM0613'HIGHWAYS NO. 15 AND NO. 35 TO THE JUNCTION OF SEVENTH STREET,
 NM0613'THENCE 1.6 MILE EAST ALONG SEVENTH STREET AND A GRAVEL ROAD
 NM0613'TO THE WAYNE MUNICIPAL AIRPORT.  BENCH MARK IS 72.8 FEET NORTHWEST
 NM0613'OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 23.8
 NM0613'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HANGAR,
 NM0613'4.3 FEET EAST OF A STEEL POST WHICH IS AT THE CORNER OF A HEAVY
 NM0613'NET WIRE AND IRON PIPE FENCE, 1.0 FOOT SOUTH OF THE EAST-WEST
 NM0613'PORTION OF THE FENCE, SET IN A CONCRETE POST PROJECTING 0.2
 NM0613'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0516 ***********************************************************************
 NN0516  DESIGNATION -  Q 226
 NN0516  PID         -  NN0516
 NN0516  STATE/COUNTY-  NE/BROWN
 NN0516  COUNTRY     -  US
 NN0516  USGS QUAD   -  AINSWORTH SW (2017)
 NN0516
 NN0516                         *CURRENT SURVEY CONTROL
 NN0516  ______________________________________________________________________
 NN0516* NAD 83(1986) POSITION- 42 33 00.     (N) 099 52 54.     (W)   SCALED
 NN0516* NAVD 88 ORTHO HEIGHT -   766.944 (meters)     2516.22  (feet) ADJUSTED
 NN0516  ______________________________________________________________________
 NN0516  GEOID HEIGHT    -        -22.581 (meters)                     GEOID18
 NN0516  DYNAMIC HEIGHT  -        766.621 (meters)     2515.16  (feet) COMP
 NN0516  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 NN0516
 NN0516  VERT ORDER      -  FIRST     CLASS II
 NN0516
 NN0516.The horizontal coordinates were scaled from a map and have
 NN0516.an estimated accuracy of +/- 6 seconds.
 NN0516
 NN0516.The orthometric height was determined by differential leveling and
 NN0516.adjusted by the NATIONAL GEODETIC SURVEY
 NN0516.in June 1991.
 NN0516
 NN0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0516.GEOID18 height accuracy estimate available here.
 NN0516
 NN0516.Click photographs - Photos may exist for this station.
 NN0516
 NN0516.The dynamic height is computed by dividing the NAVD 88
 NN0516.geopotential number by the normal gravity value computed on the
 NN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0516.degrees latitude (g = 980.6199 gals.).
 NN0516
 NN0516.The modeled gravity was interpolated from observed gravity values.
 NN0516
 NN0516;                    North         East    Units  Estimated Accuracy
 NN0516;SPC NE       -   301,640.      509,720.      MT  (+/- 180 meters Scaled)
 NN0516
 NN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN276112(NAD 83)
 NN0516
 NN0516                          SUPERSEDED SURVEY CONTROL
 NN0516
 NN0516  NGVD 29 (??/??/92)  766.649  (m)         2515.25   (f) ADJ UNCH    1 2
 NN0516
 NN0516.Superseded values are not recommended for survey control.
 NN0516
 NN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0516.See file dsdata.pdf to determine how the superseded data were derived.
 NN0516
 NN0516_MARKER: DB = BENCH MARK DISK
 NN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0516_STAMPING: Q 226 1946
 NN0516_MARK LOGO: CGS
 NN0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0516+STABILITY: SURFACE MOTION
 NN0516
 NN0516  HISTORY     - Date     Condition        Report By
 NN0516  HISTORY     - 1946     MONUMENTED       CGS
 NN0516
 NN0516                          STATION DESCRIPTION
 NN0516
 NN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0516'0.9 MI E FROM AINSWORTH.
 NN0516'0.9 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0516'AT AINSWORTH, BROWN COUNTY, AT A 6-FOOT CORRUGATED-IRON CULVERT,
 NN0516'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL, 20 FEET
 NN0516'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 NN0516'HIGHWAY.  A STANDARD DISK, STAMPED Q 266 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0605 ***********************************************************************
 NN0605  DESIGNATION -  Q 226 RESET
 NN0605  PID         -  NN0605
 NN0605  STATE/COUNTY-  NE/BROWN
 NN0605  COUNTRY     -  US
 NN0605  USGS QUAD   -  AINSWORTH SW (2017)
 NN0605
 NN0605                         *CURRENT SURVEY CONTROL
 NN0605  ______________________________________________________________________
 NN0605* NAD 83(1986) POSITION- 42 33 00.     (N) 099 52 54.     (W)   SCALED
 NN0605* NAVD 88 ORTHO HEIGHT -   767.22  (+/-2cm)     2517.1   (feet) VERTCON
 NN0605  ______________________________________________________________________
 NN0605  GEOID HEIGHT    -        -22.581 (meters)                     GEOID18
 NN0605  VERT ORDER      -  THIRD (See Below)
 NN0605
 NN0605.The horizontal coordinates were scaled from a map and have
 NN0605.an estimated accuracy of +/- 6 seconds.
 NN0605
 NN0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0605
 NN0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0605.GEOID18 height accuracy estimate available here.
 NN0605
 NN0605.The vertical order pertains to the NGVD 29 superseded value.
 NN0605
 NN0605.Click photographs - Photos may exist for this station.
 NN0605
 NN0605;                    North         East    Units  Estimated Accuracy
 NN0605;SPC NE       -   301,640.      509,720.      MT  (+/- 180 meters Scaled)
 NN0605
 NN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN276112(NAD 83)
 NN0605
 NN0605                          SUPERSEDED SURVEY CONTROL
 NN0605
 NN0605  NGVD 29 (01/31/13)  766.92   (m)         2516.1    (f) RESET       3  
 NN0605
 NN0605.Superseded values are not recommended for survey control.
 NN0605
 NN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0605.See file dsdata.pdf to determine how the superseded data were derived.
 NN0605
 NN0605_MARKER: DV = VERTICAL CONTROL DISK
 NN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0605_STAMPING: Q 226 RESET 1977
 NN0605_MARK LOGO: NGS
 NN0605_PROJECTION: FLUSH
 NN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0605+STABILITY: SURFACE MOTION
 NN0605
 NN0605  HISTORY     - Date     Condition        Report By
 NN0605  HISTORY     - 1977     MONUMENTED       NEDR
 NN0605
 NN0605                          STATION DESCRIPTION
 NN0605
 NN0605'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NN0605'0.9 MI WEST FROM AINSWOOTH.
 NN0605'0.9 MILE WEST ALONG U.S.HIGHWAY 20 FROM THE COUNTY COURTHOUSE IN
 NN0605'AINSWORTH, AT A 6 FOOT CORRUGATED-IRON CULVERT, IN THE TOP OF THE
 NN0605'EAST END OF THE NORTH CONCRETE HEADWALL, 20 FEET NORTH OF THE
 NN0605'CENTERLINE OF THE HIGHWAY.
 NN0605'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0077 ***********************************************************************
 NO0077  DESIGNATION -  Q 227
 NO0077  PID         -  NO0077
 NO0077  STATE/COUNTY-  NE/BROWN
 NO0077  COUNTRY     -  US
 NO0077  USGS QUAD   -  JOHNSTOWN (2017)
 NO0077
 NO0077                         *CURRENT SURVEY CONTROL
 NO0077  ______________________________________________________________________
 NO0077* NAD 83(1986) POSITION- 42 37 18.     (N) 100 02 53.     (W)   SCALED
 NO0077* NAVD 88 ORTHO HEIGHT -   783.138 (meters)     2569.35  (feet) ADJUSTED
 NO0077  ______________________________________________________________________
 NO0077  GEOID HEIGHT    -        -22.426 (meters)                     GEOID18
 NO0077  DYNAMIC HEIGHT  -        782.814 (meters)     2568.28  (feet) COMP
 NO0077  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 NO0077
 NO0077  VERT ORDER      -  SECOND    CLASS 0
 NO0077
 NO0077.The horizontal coordinates were scaled from a map and have
 NO0077.an estimated accuracy of +/- 6 seconds.
 NO0077
 NO0077.The orthometric height was determined by differential leveling and
 NO0077.adjusted by the NATIONAL GEODETIC SURVEY
 NO0077.in June 1991.
 NO0077
 NO0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0077.GEOID18 height accuracy estimate available here.
 NO0077
 NO0077.Click photographs - Photos may exist for this station.
 NO0077
 NO0077.The dynamic height is computed by dividing the NAVD 88
 NO0077.geopotential number by the normal gravity value computed on the
 NO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0077.degrees latitude (g = 980.6199 gals.).
 NO0077
 NO0077.The modeled gravity was interpolated from observed gravity values.
 NO0077
 NO0077;                    North         East    Units  Estimated Accuracy
 NO0077;SPC NE       -   309,600.      496,060.      MT  (+/- 180 meters Scaled)
 NO0077
 NO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140193(NAD 83)
 NO0077
 NO0077                          SUPERSEDED SURVEY CONTROL
 NO0077
 NO0077  NGVD 29 (??/??/92)  782.841  (m)         2568.37   (f) ADJ UNCH    2 0
 NO0077
 NO0077.Superseded values are not recommended for survey control.
 NO0077
 NO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0077.See file dsdata.pdf to determine how the superseded data were derived.
 NO0077
 NO0077_MARKER: DB = BENCH MARK DISK
 NO0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0077_STAMPING: Q 227 1946
 NO0077_MARK LOGO: CGS
 NO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0077+STABILITY: SURFACE MOTION
 NO0077
 NO0077  HISTORY     - Date     Condition        Report By
 NO0077  HISTORY     - 1946     MONUMENTED       CGS
 NO0077
 NO0077                          STATION DESCRIPTION
 NO0077
 NO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0077'4 MI N FROM JOHNSTOWN.
 NO0077'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0077'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 3.6
 NO0077'MILES NORTH ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A DIRT
 NO0077'ROAD LEADING EAST, 84 FEET EAST OF THE CENTER LINE OF THE
 NO0077'NORTH-SOUTH ROAD, 27 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN
 NO0077'THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF THE
 NO0077'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 NO0077'A BRONZE DISC STAMPED Q 227 1946 AND SET IN THE TOP OF A CONCRETE
 NO0077'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED Q 227
 NO0077'1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0035 ***********************************************************************
 NO0035  DESIGNATION -  Q 228
 NO0035  PID         -  NO0035
 NO0035  STATE/COUNTY-  NE/CHERRY
 NO0035  COUNTRY     -  US
 NO0035  USGS QUAD   -  THATCHER (2017)
 NO0035
 NO0035                         *CURRENT SURVEY CONTROL
 NO0035  ______________________________________________________________________
 NO0035* NAD 83(1986) POSITION- 42 45 59.     (N) 100 22 51.     (W)   SCALED
 NO0035* NAVD 88 ORTHO HEIGHT -   823.296 (meters)     2701.10  (feet) ADJUSTED
 NO0035  ______________________________________________________________________
 NO0035  GEOID HEIGHT    -        -21.985 (meters)                     GEOID18
 NO0035  DYNAMIC HEIGHT  -        822.964 (meters)     2700.01  (feet) COMP
 NO0035  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 NO0035
 NO0035  VERT ORDER      -  FIRST     CLASS II
 NO0035
 NO0035.The horizontal coordinates were scaled from a map and have
 NO0035.an estimated accuracy of +/- 6 seconds.
 NO0035
 NO0035.The orthometric height was determined by differential leveling and
 NO0035.adjusted by the NATIONAL GEODETIC SURVEY
 NO0035.in June 1991.
 NO0035
 NO0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0035.GEOID18 height accuracy estimate available here.
 NO0035
 NO0035.Click photographs - Photos may exist for this station.
 NO0035
 NO0035.The dynamic height is computed by dividing the NAVD 88
 NO0035.geopotential number by the normal gravity value computed on the
 NO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0035.degrees latitude (g = 980.6199 gals.).
 NO0035
 NO0035.The modeled gravity was interpolated from observed gravity values.
 NO0035
 NO0035;                    North         East    Units  Estimated Accuracy
 NO0035;SPC NE       -   325,740.      468,830.      MT  (+/- 180 meters Scaled)
 NO0035
 NO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN870357(NAD 83)
 NO0035
 NO0035                          SUPERSEDED SURVEY CONTROL
 NO0035
 NO0035  NGVD 29 (??/??/92)  823.015  (m)         2700.18   (f) ADJ UNCH    1 2
 NO0035
 NO0035.Superseded values are not recommended for survey control.
 NO0035
 NO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0035.See file dsdata.pdf to determine how the superseded data were derived.
 NO0035
 NO0035_MARKER: DB = BENCH MARK DISK
 NO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0035_STAMPING: Q 228 1946
 NO0035_MARK LOGO: CGS
 NO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0035+STABILITY: SURFACE MOTION
 NO0035
 NO0035  HISTORY     - Date     Condition        Report By
 NO0035  HISTORY     - 1946     MONUMENTED       CGS
 NO0035
 NO0035                          STATION DESCRIPTION
 NO0035
 NO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0035'2.8 MI NW FROM ARABIA.
 NO0035'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0035'FROM THE STATION AT ARABIA, CHERRY COUNTY, 8 POLES NORTHWEST
 NO0035'OF MILEPOST 256, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0035'TRACK, 57 FEET SOUTHWEST OF A POLE, 1 FOOT NORTHEAST OF THE
 NO0035'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 NO0035'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NO0035'Q 228 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0035'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0049 ***********************************************************************
 NO0049  DESIGNATION -  Q 229
 NO0049  PID         -  NO0049
 NO0049  STATE/COUNTY-  NE/KEYA PAHA
 NO0049  COUNTRY     -  US
 NO0049  USGS QUAD   -  NORDEN NW (2017)
 NO0049
 NO0049                         *CURRENT SURVEY CONTROL
 NO0049  ______________________________________________________________________
 NO0049* NAD 83(1986) POSITION- 42 55 33.     (N) 100 09 29.     (W)   SCALED
 NO0049* NAVD 88 ORTHO HEIGHT -   768.471 (meters)     2521.23  (feet) ADJUSTED
 NO0049  ______________________________________________________________________
 NO0049  GEOID HEIGHT    -        -22.987 (meters)                     GEOID18
 NO0049  DYNAMIC HEIGHT  -        768.168 (meters)     2520.23  (feet) COMP
 NO0049  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 NO0049
 NO0049  VERT ORDER      -  SECOND    CLASS 0
 NO0049
 NO0049.The horizontal coordinates were scaled from a map and have
 NO0049.an estimated accuracy of +/- 6 seconds.
 NO0049
 NO0049.The orthometric height was determined by differential leveling and
 NO0049.adjusted by the NATIONAL GEODETIC SURVEY
 NO0049.in June 1991.
 NO0049
 NO0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0049.GEOID18 height accuracy estimate available here.
 NO0049
 NO0049.Click photographs - Photos may exist for this station.
 NO0049
 NO0049.The dynamic height is computed by dividing the NAVD 88
 NO0049.geopotential number by the normal gravity value computed on the
 NO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0049.degrees latitude (g = 980.6199 gals.).
 NO0049
 NO0049.The modeled gravity was interpolated from observed gravity values.
 NO0049
 NO0049;                    North         East    Units  Estimated Accuracy
 NO0049;SPC NE       -   343,390.      487,100.      MT  (+/- 180 meters Scaled)
 NO0049
 NO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN054532(NAD 83)
 NO0049
 NO0049                          SUPERSEDED SURVEY CONTROL
 NO0049
 NO0049  NGVD 29 (??/??/92)  768.152  (m)         2520.18   (f) ADJ UNCH    2 0
 NO0049
 NO0049.Superseded values are not recommended for survey control.
 NO0049
 NO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0049.See file dsdata.pdf to determine how the superseded data were derived.
 NO0049
 NO0049_MARKER: DB = BENCH MARK DISK
 NO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0049_STAMPING: Q 229 1946
 NO0049_MARK LOGO: CGS
 NO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0049+STABILITY: SURFACE MOTION
 NO0049
 NO0049  HISTORY     - Date     Condition        Report By
 NO0049  HISTORY     - 1946     MONUMENTED       CGS
 NO0049
 NO0049                          STATION DESCRIPTION
 NO0049
 NO0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0049'8 MI NW FROM NORDEN.
 NO0049'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0049'NORDEN, THENCE 2.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0049'AND AT THE JUNCTION WITH A ROAD LEADING EAST, 88 FEET EAST OF THE
 NO0049'CENTER LINE OF THE NORTH-SOUTH ROAD, 20 FEET NORTH OF AND ABOUT
 NO0049'2 FEET HIGHER THAN THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT
 NO0049'SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NO0049'MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 NO0049'Q 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0220 ***********************************************************************
 LJ0220  DESIGNATION -  Q 23
 LJ0220  PID         -  LJ0220
 LJ0220  STATE/COUNTY-  NE/HITCHCOCK
 LJ0220  COUNTRY     -  US
 LJ0220  USGS QUAD   -  TRENTON SE (2017)
 LJ0220
 LJ0220                         *CURRENT SURVEY CONTROL
 LJ0220  ______________________________________________________________________
 LJ0220* NAD 83(1986) POSITION- 40 06 46.     (N) 101 02 29.     (W)   SCALED
 LJ0220* NAVD 88 ORTHO HEIGHT -   883.524 (meters)     2898.70  (feet) ADJUSTED
 LJ0220  ______________________________________________________________________
 LJ0220  GEOID HEIGHT    -        -23.756 (meters)                     GEOID18
 LJ0220  DYNAMIC HEIGHT  -        882.902 (meters)     2896.65  (feet) COMP
 LJ0220  MODELED GRAVITY -    979,891.6   (mgal)                       NAVD 88
 LJ0220
 LJ0220  VERT ORDER      -  SECOND    CLASS 0
 LJ0220
 LJ0220.The horizontal coordinates were scaled from a map and have
 LJ0220.an estimated accuracy of +/- 6 seconds.
 LJ0220
 LJ0220.The orthometric height was determined by differential leveling and
 LJ0220.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0220.in June 1991.
 LJ0220
 LJ0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0220.GEOID18 height accuracy estimate available here.
 LJ0220
 LJ0220.Click photographs - Photos may exist for this station.
 LJ0220
 LJ0220.The dynamic height is computed by dividing the NAVD 88
 LJ0220.geopotential number by the normal gravity value computed on the
 LJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0220.degrees latitude (g = 980.6199 gals.).
 LJ0220
 LJ0220.The modeled gravity was interpolated from observed gravity values.
 LJ0220
 LJ0220;                    North         East    Units  Estimated Accuracy
 LJ0220;SPC NE       -    31,560.      411,230.      MT  (+/- 180 meters Scaled)
 LJ0220
 LJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK260422(NAD 83)
 LJ0220
 LJ0220                          SUPERSEDED SURVEY CONTROL
 LJ0220
 LJ0220  NGVD 29 (??/??/92)  883.180  (m)         2897.57   (f) ADJ UNCH    2 0
 LJ0220
 LJ0220.Superseded values are not recommended for survey control.
 LJ0220
 LJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0220.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0220
 LJ0220_MARKER: DB = BENCH MARK DISK
 LJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0220_STAMPING: Q 23 1934
 LJ0220_MARK LOGO: CGS
 LJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0220+STABILITY: SURFACE MOTION
 LJ0220
 LJ0220  HISTORY     - Date     Condition        Report By
 LJ0220  HISTORY     - 1934     MONUMENTED       CGS
 LJ0220  HISTORY     - 1959     GOOD             CGS
 LJ0220
 LJ0220                          STATION DESCRIPTION
 LJ0220
 LJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0220'5.8 MI S FROM TRENTON.
 LJ0220'5.8 MILES S OF AND ALONG STATE HWY 17.  34 FT E OF CENTER OF
 LJ0220'HIGHWAY IN CORNER OF FENCE, 24 FT S OF CENTER OF T ROAD RUNNING
 LJ0220'E AND W, MARK IS 110 YARDS N OF SCHOOL BUILDING.
 LJ0220
 LJ0220                          STATION RECOVERY (1959)
 LJ0220
 LJ0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LJ0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0347 ***********************************************************************
 MK0347  DESIGNATION -  Q 230 RESET
 MK0347  PID         -  MK0347
 MK0347  STATE/COUNTY-  NE/BURT
 MK0347  COUNTRY     -  US
 MK0347  USGS QUAD   -  CRAIG (2017)
 MK0347
 MK0347                         *CURRENT SURVEY CONTROL
 MK0347  ______________________________________________________________________
 MK0347* NAD 83(1986) POSITION- 41 47 06.     (N) 096 17 18.     (W)   SCALED
 MK0347* NAVD 88 ORTHO HEIGHT -   349.47  (meters)     1146.6   (feet) RESET
 MK0347  ______________________________________________________________________
 MK0347  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 MK0347  VERT ORDER      -  THIRD
 MK0347
 MK0347.The horizontal coordinates were scaled from a map and have
 MK0347.an estimated accuracy of +/- 6 seconds.
 MK0347
 MK0347.The orthometric height was computed from unverified reset data.
 MK0347
 MK0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0347.GEOID18 height accuracy estimate available here.
 MK0347
 MK0347.Click photographs - Photos may exist for this station.
 MK0347
 MK0347;                    North         East    Units  Estimated Accuracy
 MK0347;SPC NE       -   223,310.      808,350.      MT  (+/- 180 meters Scaled)
 MK0347
 MK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM253294(NAD 83)
 MK0347
 MK0347                          SUPERSEDED SURVEY CONTROL
 MK0347
 MK0347  NGVD 29 (??/??/??)  349.33   (m)         1146.1    (f) RESET       3  
 MK0347
 MK0347.Superseded values are not recommended for survey control.
 MK0347
 MK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0347.See file dsdata.pdf to determine how the superseded data were derived.
 MK0347
 MK0347_MARKER: DB = BENCH MARK DISK
 MK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0347_STAMPING: Q 230 1947 RESET - 51
 MK0347_MARK LOGO: CGS
 MK0347_PROJECTION: FLUSH
 MK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0347+STABILITY: SURFACE MOTION
 MK0347
 MK0347  HISTORY     - Date     Condition        Report By
 MK0347  HISTORY     - 1951     MONUMENTED       CGS
 MK0347  HISTORY     - 1951     GOOD             CGS
 MK0347  HISTORY     - 1965     POOR             CGS
 MK0347
 MK0347                          STATION DESCRIPTION
 MK0347
 MK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MK0347'4 MI W FROM TEKAMAH.
 MK0347'THE BENCH MARK IS 4.0 MILES WEST ALONG U.S. HIGHWAY 73 W FROM
 MK0347'THE COURT HOUSE IN TEKAMAH, 148 FEET NORTHEAST OF THE APPROXIMATE
 MK0347'CENTER OF U.S. HIGHWAY 73 W, 103 FEET SOUTHWEST OF THE WEST
 MK0347'SIDE OF MR. HENRY M. PARRENS FARM HOUSE, 89.5 FEET EAST OF A
 MK0347'TELEPHONE POLE NO. 15 A, 50.77 FEET SOUTH-SOUTHEAST OF THE
 MK0347'POINT WHERE BENCH MARK Q 230 1947 WAS LOCATED.  THE ORIGINAL
 MK0347'DISK IS RESET IN AN 8-INCH SQUARE CONCRETE POST THAT IS FLUSH
 MK0347'WITH THE GROUND.  NOTE-- POST IS LEANING, LOOKS LIKE IT HAS BEEN
 MK0347'HIT BY TRACTOR.
 MK0347
 MK0347                          STATION RECOVERY (1965)
 MK0347
 MK0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK0347'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0321 ***********************************************************************
 MK0321  DESIGNATION -  Q 231
 MK0321  PID         -  MK0321
 MK0321  STATE/COUNTY-  NE/BURT
 MK0321  COUNTRY     -  US
 MK0321  USGS QUAD   -  BERTHA (2017)
 MK0321
 MK0321                         *CURRENT SURVEY CONTROL
 MK0321  ______________________________________________________________________
 MK0321* NAD 83(1986) POSITION- 41 54 00.     (N) 096 20 50.     (W)   SCALED
 MK0321* NAVD 88 ORTHO HEIGHT -   418.045 (meters)     1371.54  (feet) ADJUSTED
 MK0321  ______________________________________________________________________
 MK0321  GEOID HEIGHT    -        -26.330 (meters)                     GEOID18
 MK0321  DYNAMIC HEIGHT  -        417.893 (meters)     1371.04  (feet) COMP
 MK0321  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 MK0321
 MK0321  VERT ORDER      -  SECOND    CLASS 0
 MK0321
 MK0321.The horizontal coordinates were scaled from a map and have
 MK0321.an estimated accuracy of +/- 6 seconds.
 MK0321
 MK0321.The orthometric height was determined by differential leveling and
 MK0321.adjusted by the NATIONAL GEODETIC SURVEY
 MK0321.in June 1991.
 MK0321
 MK0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0321.GEOID18 height accuracy estimate available here.
 MK0321
 MK0321.Click photographs - Photos may exist for this station.
 MK0321
 MK0321.The dynamic height is computed by dividing the NAVD 88
 MK0321.geopotential number by the normal gravity value computed on the
 MK0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0321.degrees latitude (g = 980.6199 gals.).
 MK0321
 MK0321.The modeled gravity was interpolated from observed gravity values.
 MK0321
 MK0321;                    North         East    Units  Estimated Accuracy
 MK0321;SPC NE       -   235,850.      802,920.      MT  (+/- 180 meters Scaled)
 MK0321
 MK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM200420(NAD 83)
 MK0321
 MK0321                          SUPERSEDED SURVEY CONTROL
 MK0321
 MK0321  NGVD 29 (??/??/92)  417.900  (m)         1371.06   (f) ADJ UNCH    2 0
 MK0321
 MK0321.Superseded values are not recommended for survey control.
 MK0321
 MK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0321.See file dsdata.pdf to determine how the superseded data were derived.
 MK0321
 MK0321_MARKER: DB = BENCH MARK DISK
 MK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0321_STAMPING: Q 231 1947
 MK0321_MARK LOGO: CGS
 MK0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0321+STABILITY: SURFACE MOTION
 MK0321
 MK0321  HISTORY     - Date     Condition        Report By
 MK0321  HISTORY     - 1947     MONUMENTED       CGS
 MK0321  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0321
 MK0321                          STATION DESCRIPTION
 MK0321
 MK0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0321'8.6 MI N FROM CRAIG.
 MK0321'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL
 MK0321'AT CRAIG, THENCE 7.9 MILES NORTH ALONG A GRAVEL ROAD, 0.1 MILE
 MK0321'SOUTH OF A CROSS ROAD AT THE JUNCTION OF A PRIVATE ROAD LEADING
 MK0321'WEST TO A FARM HOUSE AND ON THE SOUTH SLOPE OF A HILL, 30.5
 MK0321'FEET NORTH OF POWER LINE POLE NO. C 94, 29.0 FEET WEST OF THE
 MK0321'CENTER OF THE NORTH-SOUTH ROAD, 19.0 FEET NORTH OF THE CENTER
 MK0321'OF THE PRIVATE ROAD, 2.0 FEET SOUTH OF A REFERENCE POST,
 MK0321'1.0 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0321'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 MK0321
 MK0321                          STATION RECOVERY (1970)
 MK0321
 MK0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0645 ***********************************************************************
 MK0645  DESIGNATION -  Q 233
 MK0645  PID         -  MK0645
 MK0645  STATE/COUNTY-  NE/DOUGLAS
 MK0645  COUNTRY     -  US
 MK0645  USGS QUAD   -  IRVINGTON (2017)
 MK0645
 MK0645                         *CURRENT SURVEY CONTROL
 MK0645  ______________________________________________________________________
 MK0645* NAD 83(1986) POSITION- 41 21 52.     (N) 096 05 40.     (W)   SCALED
 MK0645* NAVD 88 ORTHO HEIGHT -   356.695 (meters)     1170.26  (feet) ADJUSTED
 MK0645  ______________________________________________________________________
 MK0645  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 MK0645  DYNAMIC HEIGHT  -        356.529 (meters)     1169.71  (feet) COMP
 MK0645  MODELED GRAVITY -    980,148.3   (mgal)                       NAVD 88
 MK0645
 MK0645  VERT ORDER      -  SECOND    CLASS 0
 MK0645
 MK0645.The horizontal coordinates were scaled from a map and have
 MK0645.an estimated accuracy of +/- 6 seconds.
 MK0645
 MK0645.The orthometric height was determined by differential leveling and
 MK0645.adjusted by the NATIONAL GEODETIC SURVEY
 MK0645.in June 1991.
 MK0645
 MK0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0645.GEOID18 height accuracy estimate available here.
 MK0645
 MK0645.Click photographs - Photos may exist for this station.
 MK0645
 MK0645.The dynamic height is computed by dividing the NAVD 88
 MK0645.geopotential number by the normal gravity value computed on the
 MK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0645.degrees latitude (g = 980.6199 gals.).
 MK0645
 MK0645.The modeled gravity was interpolated from observed gravity values.
 MK0645
 MK0645;                    North         East    Units  Estimated Accuracy
 MK0645;SPC NE       -   177,370.      826,560.      MT  (+/- 180 meters Scaled)
 MK0645
 MK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430832(NAD 83)
 MK0645
 MK0645                          SUPERSEDED SURVEY CONTROL
 MK0645
 MK0645  NGVD 29 (??/??/92)  356.566  (m)         1169.83   (f) ADJ UNCH    2 0
 MK0645
 MK0645.Superseded values are not recommended for survey control.
 MK0645
 MK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0645.See file dsdata.pdf to determine how the superseded data were derived.
 MK0645
 MK0645_MARKER: DB = BENCH MARK DISK
 MK0645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0645_SP_SET: CULVERT HEADWALL
 MK0645_STAMPING: Q 233 1947
 MK0645_MARK LOGO: CGS
 MK0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0645+STABILITY: SURFACE MOTION
 MK0645
 MK0645  HISTORY     - Date     Condition        Report By
 MK0645  HISTORY     - 1947     MONUMENTED       CGS
 MK0645  HISTORY     - 1976     GOOD             LOCSUR
 MK0645
 MK0645                          STATION DESCRIPTION
 MK0645
 MK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0645'3.6 MI E FROM BENNINGTON.
 MK0645'3.6 MILES EAST ALONG NEBRASKA STATE HIGHWAY 36 FROM THE PUBLIC
 MK0645'SCHOOL AT BENNINGTON, AT A ROAD CROSSING, 78 FEET EAST OF THE
 MK0645'CENTER LINE OF A NORTH-SOUTH ROAD, 21 FEET NORTH OF AND 3 FEET
 MK0645'LOWER THAN THE CENTER LINE OF NEBRASKA STATE HIGHWAY 36, IN THE
 MK0645'TOP OF THE WEST END OF THE NORTH HEADWALL OF A LARGE CONCRETE
 MK0645'CULVERT.
 MK0645
 MK0645                          STATION RECOVERY (1976)
 MK0645
 MK0645'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0536 ***********************************************************************
 MK0536  DESIGNATION -  Q 234
 MK0536  PID         -  MK0536
 MK0536  STATE/COUNTY-  NE/WASHINGTON
 MK0536  COUNTRY     -  US
 MK0536  USGS QUAD   -  FORT CALHOUN (2017)
 MK0536
 MK0536                         *CURRENT SURVEY CONTROL
 MK0536  ______________________________________________________________________
 MK0536* NAD 83(1986) POSITION- 41 27 20.58   (N) 096 01 39.99   (W)   HD_HELD1
 MK0536* NAVD 88 ORTHO HEIGHT -   338.528 (meters)     1110.65  (feet) ADJUSTED
 MK0536  ______________________________________________________________________
 MK0536  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 MK0536  DYNAMIC HEIGHT  -        338.368 (meters)     1110.13  (feet) COMP
 MK0536  MODELED GRAVITY -    980,141.2   (mgal)                       NAVD 88
 MK0536
 MK0536  VERT ORDER      -  SECOND    CLASS 0
 MK0536
 MK0536.The horizontal coordinates were determined by differentially corrected
 MK0536.hand held GPS observations or other comparable positioning techniques
 MK0536.and have an estimated accuracy of +/- 3 meters.
 MK0536
 MK0536.The orthometric height was determined by differential leveling and
 MK0536.adjusted by the NATIONAL GEODETIC SURVEY
 MK0536.in June 1991.
 MK0536
 MK0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0536.GEOID18 height accuracy estimate available here.
 MK0536
 MK0536.Click photographs - Photos may exist for this station.
 MK0536
 MK0536.The dynamic height is computed by dividing the NAVD 88
 MK0536.geopotential number by the normal gravity value computed on the
 MK0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0536.degrees latitude (g = 980.6199 gals.).
 MK0536
 MK0536.The modeled gravity was interpolated from observed gravity values.
 MK0536
 MK0536;                    North         East    Units  Estimated Accuracy
 MK0536;SPC NE       -   187,745.7     831,661.5     MT  (+/- 3 meters HH1 GPS) 
 MK0536
 MK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4825293612(NAD 83)
 MK0536
 MK0536                          SUPERSEDED SURVEY CONTROL
 MK0536
 MK0536  NGVD 29 (??/??/92)  338.385  (m)         1110.18   (f) ADJ UNCH    2 0
 MK0536
 MK0536.Superseded values are not recommended for survey control.
 MK0536
 MK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0536.See file dsdata.pdf to determine how the superseded data were derived.
 MK0536
 MK0536_MARKER: DB = BENCH MARK DISK
 MK0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0536_STAMPING: Q 234 1947
 MK0536_MARK LOGO: CGS
 MK0536_PROJECTION: FLUSH
 MK0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0536+STABILITY: SURFACE MOTION
 MK0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0536+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 MK0536
 MK0536  HISTORY     - Date     Condition        Report By
 MK0536  HISTORY     - 1947     MONUMENTED       CGS
 MK0536  HISTORY     - 20050712 GOOD             GEOCAC
 MK0536
 MK0536                          STATION DESCRIPTION
 MK0536
 MK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0536'AT FORT CALHOUN.
 MK0536'AT FORT CALHOUN, ABOUT ONE BLOCK WEST OF THE POST OFFICE AND IN
 MK0536'THE CITY PARK, AT THE NORTHEAST CORNER OF THE PARK, 69 FEET NORTH
 MK0536'OF A LEWIS AND CLARK MONUMENT, 37 FEET SOUTH OF THE CENTER LINE
 MK0536'OF AN EAST-WEST STREET AND LEVEL WITH IT, 12.4 FEET SOUTHWEST
 MK0536'OF A FLAG POLE, 8.0 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 MK0536'SIDEWALK, 7.5 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH
 MK0536'SIDEWALK, 7.5 FEET NORTHEAST OF A 4-INCH ELM TREE, SET IN THE
 MK0536'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0536
 MK0536                          STATION RECOVERY (2005)
 MK0536
 MK0536'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MK0536'AT FORT CALHOUN ONE BLOCK WEST OF US HIGHWAY 75, NEAR THE NORTHWEST
 MK0536'CORNER OF A CITY PARK, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MK0536'MONROE STREET AND 15TH STREET, 69 FEET NORTH OF A LEWIS AND CLARK
 MK0536'MONUMENT, 37.0 FEET SOUTH OF THE CENTERLINE OF MONROE STREET, 23.0
 MK0536'FEET SOUTHWEST OF A WOOD UTILITY POLE, 14.5 FEET WEST OF A FIRE
 MK0536'HYDRANT, 7.5 FEET WEST OF THE WEST EDGE OF A SIDEWALK ON THE WEST SIDE
 MK0536'OF 15TH STREET AND RECESSED ONE INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0205 ***********************************************************************
 NM0205  DESIGNATION -  Q 235
 NM0205  PID         -  NM0205
 NM0205  STATE/COUNTY-  NE/DAKOTA
 NM0205  COUNTRY     -  US
 NM0205  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0205
 NM0205                         *CURRENT SURVEY CONTROL
 NM0205  ______________________________________________________________________
 NM0205* NAD 83(1986) POSITION- 42 26 15.     (N) 096 24 50.     (W)   SCALED
 NM0205* NAVD 88 ORTHO HEIGHT -   335.309 (meters)     1100.09  (feet) ADJUSTED
 NM0205  ______________________________________________________________________
 NM0205  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 NM0205  DYNAMIC HEIGHT  -        335.202 (meters)     1099.74  (feet) COMP
 NM0205  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 NM0205
 NM0205  VERT ORDER      -  FIRST     CLASS II
 NM0205
 NM0205.The horizontal coordinates were scaled from a map and have
 NM0205.an estimated accuracy of +/- 6 seconds.
 NM0205
 NM0205.The orthometric height was determined by differential leveling and
 NM0205.adjusted by the NATIONAL GEODETIC SURVEY
 NM0205.in June 1991.
 NM0205
 NM0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0205.GEOID18 height accuracy estimate available here.
 NM0205
 NM0205.Click photographs - Photos may exist for this station.
 NM0205
 NM0205.The dynamic height is computed by dividing the NAVD 88
 NM0205.geopotential number by the normal gravity value computed on the
 NM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0205.degrees latitude (g = 980.6199 gals.).
 NM0205
 NM0205.The modeled gravity was interpolated from observed gravity values.
 NM0205
 NM0205;                    North         East    Units  Estimated Accuracy
 NM0205;SPC NE       -   295,260.      794,920.      MT  (+/- 180 meters Scaled)
 NM0205
 NM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN127015(NAD 83)
 NM0205
 NM0205                          SUPERSEDED SURVEY CONTROL
 NM0205
 NM0205  NGVD 29 (??/??/92)  335.150  (m)         1099.57   (f) ADJ UNCH    1 2
 NM0205
 NM0205.Superseded values are not recommended for survey control.
 NM0205
 NM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0205.See file dsdata.pdf to determine how the superseded data were derived.
 NM0205
 NM0205_MARKER: DB = BENCH MARK DISK
 NM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0205_STAMPING: Q 235 1947
 NM0205_MARK LOGO: CGS
 NM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0205+STABILITY: SURFACE MOTION
 NM0205
 NM0205  HISTORY     - Date     Condition        Report By
 NM0205  HISTORY     - 1947     MONUMENTED       CGS
 NM0205  HISTORY     - 1966     GOOD             CGS
 NM0205
 NM0205                          STATION DESCRIPTION
 NM0205
 NM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0205'1.7 MI N FROM DAKOTA CITY.
 NM0205'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE COURT
 NM0205'HOUSE AT DAKOTA CITY, ABOUT 2.1 MILES SOUTH OF THE POST OFFICE AT
 NM0205'SOUTH SIOUX CITY, 54.5 FEET SOUTH OF THE CENTER LINE OF THE
 NM0205'ENTRANCE DRIVE TO THE NORTHERN NATURAL GAS COMPRESSOR STATION,
 NM0205'53.0 FEET SOUTHEAST OF THE SOUTH END OF A STEEL GATE ACROSS
 NM0205'THE DRIVE, 36.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 NM0205'CENTER LINE OF THE HIGHWAY, 7.0 FEET NORTHWEST OF A POWER
 NM0205'TRANSFORMER POLE, 1.0 FOOT NORTHEAST OF A WOVEN WIRE FENCE AND
 NM0205'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 NM0205'ABOVE GROUND.
 NM0205
 NM0205                          STATION RECOVERY (1966)
 NM0205
 NM0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1995 ***********************************************************************
 NM1995  DESIGNATION -  Q 235 RESET
 NM1995  PID         -  NM1995
 NM1995  STATE/COUNTY-  NE/DAKOTA
 NM1995  COUNTRY     -  US
 NM1995  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1995
 NM1995                         *CURRENT SURVEY CONTROL
 NM1995  ______________________________________________________________________
 NM1995* NAD 83(1986) POSITION- 42 26 15.     (N) 096 24 50.     (W)   SCALED
 NM1995* NAVD 88 ORTHO HEIGHT -   335.36  (meters)     1100.3   (feet) RESET
 NM1995  ______________________________________________________________________
 NM1995  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 NM1995  VERT ORDER      -  THIRD
 NM1995
 NM1995.The horizontal coordinates were scaled from a map and have
 NM1995.an estimated accuracy of +/- 6 seconds.
 NM1995
 NM1995.The orthometric height was computed from unverified reset data.
 NM1995
 NM1995.No vertical observational check was made to the station.
 NM1995
 NM1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1995.GEOID18 height accuracy estimate available here.
 NM1995
 NM1995.Click photographs - Photos may exist for this station.
 NM1995
 NM1995;                    North         East    Units  Estimated Accuracy
 NM1995;SPC NE       -   295,260.      794,920.      MT  (+/- 180 meters Scaled)
 NM1995
 NM1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN127015(NAD 83)
 NM1995
 NM1995                          SUPERSEDED SURVEY CONTROL
 NM1995
 NM1995  NGVD 29 (01/31/13)  335.21   (m)         1099.8    (f) RESET       3  
 NM1995
 NM1995.Superseded values are not recommended for survey control.
 NM1995
 NM1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1995.See file dsdata.pdf to determine how the superseded data were derived.
 NM1995
 NM1995_MARKER: DV = VERTICAL CONTROL DISK
 NM1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1995_STAMPING: Q 235 RESET 1986
 NM1995_MARK LOGO: NGS
 NM1995_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NM1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1995+STABILITY: SURFACE MOTION
 NM1995
 NM1995  HISTORY     - Date     Condition        Report By
 NM1995  HISTORY     - 1986     MONUMENTED       NGS
 NM1995
 NM1995                          STATION DESCRIPTION
 NM1995
 NM1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 NM1995'FROM THE POST OFFICE IN SOUTH SOUIX CITY AT INTERSECTION OF 2ND AVE
 NM1995'AND 23RD STREET GO 0.05 MILE (0.08 KM) EAST, TURN RIGHT (SOUTH) AT
 NM1995'DAKOTA AVE AND 23RD STREET AND GO 2.15 MILES (3.46 KM) ON HIGHWAY 77,
 NM1995'MARK IS 62.7 FEET (19.1 M) WEST OF CENTERLINE OF HIGHWAY 77, 19.94
 NM1995'FEET (6.08 M) SOUTH OF CENTERLINE OF DRIVEWAY FROM COURTHOUSE IN
 NM1995'DAKOTA CITY, GO NORTH ALONG HIGHWAY 77 FOR 1.7 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0697 ***********************************************************************
 NM0697  DESIGNATION -  Q 236
 NM0697  PID         -  NM0697
 NM0697  STATE/COUNTY-  NE/DAKOTA
 NM0697  COUNTRY     -  US
 NM0697  USGS QUAD   -  JACKSON (2017)
 NM0697
 NM0697                         *CURRENT SURVEY CONTROL
 NM0697  ______________________________________________________________________
 NM0697* NAD 83(1986) POSITION- 42 22 48.     (N) 096 34 15.     (W)   SCALED
 NM0697* NAVD 88 ORTHO HEIGHT -   364.491 (meters)     1195.83  (feet) ADJUSTED
 NM0697  ______________________________________________________________________
 NM0697  GEOID HEIGHT    -        -25.708 (meters)                     GEOID18
 NM0697  DYNAMIC HEIGHT  -        364.372 (meters)     1195.44  (feet) COMP
 NM0697  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 NM0697
 NM0697  VERT ORDER      -  SECOND    CLASS 0
 NM0697
 NM0697.The horizontal coordinates were scaled from a map and have
 NM0697.an estimated accuracy of +/- 6 seconds.
 NM0697
 NM0697.The orthometric height was determined by differential leveling and
 NM0697.adjusted by the NATIONAL GEODETIC SURVEY
 NM0697.in June 1991.
 NM0697
 NM0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0697.GEOID18 height accuracy estimate available here.
 NM0697
 NM0697.Click photographs - Photos may exist for this station.
 NM0697
 NM0697.The dynamic height is computed by dividing the NAVD 88
 NM0697.geopotential number by the normal gravity value computed on the
 NM0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0697.degrees latitude (g = 980.6199 gals.).
 NM0697
 NM0697.The modeled gravity was interpolated from observed gravity values.
 NM0697
 NM0697;                    North         East    Units  Estimated Accuracy
 NM0697;SPC NE       -   288,360.      782,280.      MT  (+/- 180 meters Scaled)
 NM0697
 NM0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM999948(NAD 83)
 NM0697
 NM0697                          SUPERSEDED SURVEY CONTROL
 NM0697
 NM0697  NGVD 29 (??/??/92)  364.327  (m)         1195.30   (f) ADJ UNCH    2 0
 NM0697
 NM0697.Superseded values are not recommended for survey control.
 NM0697
 NM0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0697.See file dsdata.pdf to determine how the superseded data were derived.
 NM0697
 NM0697_MARKER: DB = BENCH MARK DISK
 NM0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0697_STAMPING: Q 236 1947
 NM0697_MARK LOGO: CGS
 NM0697_PROJECTION: FLUSH
 NM0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0697+STABILITY: SURFACE MOTION
 NM0697
 NM0697  HISTORY     - Date     Condition        Report By
 NM0697  HISTORY     - 1947     MONUMENTED       CGS
 NM0697  HISTORY     - 1966     GOOD             CGS
 NM0697
 NM0697                          STATION DESCRIPTION
 NM0697
 NM0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0697'1.4 MI SE FROM HUBBARD.
 NM0697'TO REACH FROM POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE ALONG
 NM0697'A GRAVEL ROAD AND EAST 1.0 MILE ALONG A GRAVEL ROAD TO SITE
 NM0697'OF MARK.  BENCH MARK IS THE NORTHWEST CORNER OF A T-ROAD INTERSECTION,
 NM0697'188 FEET WEST, 37.5 FEET NORTH AND ABOUT 8 FEET LOWER THAN
 NM0697'INTERSECTION, 188 FEET WEST, 37.5 FEET NORTH AND ABOUT 8 FEET
 NM0697'LOWER THAN INTERSECTION, OF NORTH-SOUTH ROAD AND T-ROAD WEST
 NM0697'37.5 FEET NORTH OF A CORNER FENCE POST, 4 FEET EAST OF A FENCE,
 NM0697'1.0 FOOT SOUTH OF A 4 X 4 MARKER POST AND SET IN THE TOP OF A
 NM0697'CONCRETE POST, FLUSH WITH THE GROUND.
 NM0697
 NM0697                          STATION RECOVERY (1966)
 NM0697
 NM0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0504 ***********************************************************************
 NM0504  DESIGNATION -  Q 237
 NM0504  PID         -  NM0504
 NM0504  STATE/COUNTY-  NE/THURSTON
 NM0504  COUNTRY     -  US
 NM0504  USGS QUAD   -  WALTHILL (2017)
 NM0504
 NM0504                         *CURRENT SURVEY CONTROL
 NM0504  ______________________________________________________________________
 NM0504* NAD 83(1986) POSITION- 42 08 50.     (N) 096 27 45.     (W)   SCALED
 NM0504* NAVD 88 ORTHO HEIGHT -   406.365 (meters)     1333.22  (feet) ADJUSTED
 NM0504  ______________________________________________________________________
 NM0504  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 NM0504  DYNAMIC HEIGHT  -        406.223 (meters)     1332.75  (feet) COMP
 NM0504  MODELED GRAVITY -    980,261.2   (mgal)                       NAVD 88
 NM0504
 NM0504  VERT ORDER      -  SECOND    CLASS 0
 NM0504
 NM0504.The horizontal coordinates were scaled from a map and have
 NM0504.an estimated accuracy of +/- 6 seconds.
 NM0504
 NM0504.The orthometric height was determined by differential leveling and
 NM0504.adjusted by the NATIONAL GEODETIC SURVEY
 NM0504.in June 1991.
 NM0504
 NM0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0504.GEOID18 height accuracy estimate available here.
 NM0504
 NM0504.Click photographs - Photos may exist for this station.
 NM0504
 NM0504.The dynamic height is computed by dividing the NAVD 88
 NM0504.geopotential number by the normal gravity value computed on the
 NM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0504.degrees latitude (g = 980.6199 gals.).
 NM0504
 NM0504.The modeled gravity was interpolated from observed gravity values.
 NM0504
 NM0504;                    North         East    Units  Estimated Accuracy
 NM0504;SPC NE       -   262,890.      792,250.      MT  (+/- 180 meters Scaled)
 NM0504
 NM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM096692(NAD 83)
 NM0504
 NM0504                          SUPERSEDED SURVEY CONTROL
 NM0504
 NM0504  NGVD 29 (??/??/92)  406.211  (m)         1332.71   (f) ADJ UNCH    2 0
 NM0504
 NM0504.Superseded values are not recommended for survey control.
 NM0504
 NM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0504.See file dsdata.pdf to determine how the superseded data were derived.
 NM0504
 NM0504_MARKER: DB = BENCH MARK DISK
 NM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0504_STAMPING: Q 237 1947
 NM0504_MARK LOGO: CGS
 NM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0504+STABILITY: SURFACE MOTION
 NM0504
 NM0504  HISTORY     - Date     Condition        Report By
 NM0504  HISTORY     - 1947     MONUMENTED       CGS
 NM0504
 NM0504                          STATION DESCRIPTION
 NM0504
 NM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0504'1.4 MI E FROM WALTHILL.
 NM0504'1.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0504'AT WALTHILL, 0.8 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY NO.
 NM0504'77, NEAR THE TOP OF A HILL, 46.8 FEET SOUTH OF THE HIGHWAY, 21.1
 NM0504'FEET WEST OF A FENCE CORNER POST, 2.0 FEET NORTH OF A WIRE FENCE,
 NM0504'2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0504'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0505 ***********************************************************************
 NM0505  DESIGNATION -  Q 237 RESET
 NM0505  PID         -  NM0505
 NM0505  STATE/COUNTY-  NE/THURSTON
 NM0505  COUNTRY     -  US
 NM0505  USGS QUAD   -  WALTHILL (2017)
 NM0505
 NM0505                         *CURRENT SURVEY CONTROL
 NM0505  ______________________________________________________________________
 NM0505* NAD 83(1986) POSITION- 42 08 50.     (N) 096 27 46.     (W)   SCALED
 NM0505* NAVD 88 ORTHO HEIGHT -   405.68  (meters)     1331.0   (feet) RESET
 NM0505  ______________________________________________________________________
 NM0505  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 NM0505  VERT ORDER      -  THIRD
 NM0505
 NM0505.The horizontal coordinates were scaled from a map and have
 NM0505.an estimated accuracy of +/- 6 seconds.
 NM0505
 NM0505.The orthometric height was computed from unverified reset data.
 NM0505
 NM0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0505.GEOID18 height accuracy estimate available here.
 NM0505
 NM0505.Click photographs - Photos may exist for this station.
 NM0505
 NM0505;                    North         East    Units  Estimated Accuracy
 NM0505;SPC NE       -   262,880.      792,220.      MT  (+/- 180 meters Scaled)
 NM0505
 NM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM096692(NAD 83)
 NM0505
 NM0505                          SUPERSEDED SURVEY CONTROL
 NM0505
 NM0505.No superseded survey control is available for this station.
 NM0505
 NM0505_MARKER: DB = BENCH MARK DISK
 NM0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0505_STAMPING: Q 237 RESET 1965
 NM0505_MARK LOGO: CGS
 NM0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0505+STABILITY: SURFACE MOTION
 NM0505
 NM0505  HISTORY     - Date     Condition        Report By
 NM0505  HISTORY     - 1965     MONUMENTED       CGS
 NM0505  HISTORY     - 1966     GOOD             USGS
 NM0505
 NM0505                          STATION DESCRIPTION
 NM0505
 NM0505'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0505'1.4 MI E FROM WALTHILL.
 NM0505'1.4 MILE EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE AT
 NM0505'WALTHILL.  86 FT. SO. OF CENTERLINE ROAD AT FE. SO., 1 FT NO. OF
 NM0505'FENCE CORNER-- A CONCRETE POST WITH A STANDARD TABLET STAMPED,
 NM0505'Q237 RESET 1965
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0718 ***********************************************************************
 NM0718  DESIGNATION -  Q 238
 NM0718  PID         -  NM0718
 NM0718  STATE/COUNTY-  NE/THURSTON
 NM0718  COUNTRY     -  US
 NM0718  USGS QUAD   -  PENDER NE (2017)
 NM0718
 NM0718                         *CURRENT SURVEY CONTROL
 NM0718  ______________________________________________________________________
 NM0718* NAD 83(1986) POSITION- 42 09 19.     (N) 096 31 36.     (W)   SCALED
 NM0718* NAVD 88 ORTHO HEIGHT -   433.343 (meters)     1421.73  (feet) ADJUSTED
 NM0718  ______________________________________________________________________
 NM0718  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 NM0718  DYNAMIC HEIGHT  -        433.191 (meters)     1421.23  (feet) COMP
 NM0718  MODELED GRAVITY -    980,256.9   (mgal)                       NAVD 88
 NM0718
 NM0718  VERT ORDER      -  SECOND    CLASS 0
 NM0718
 NM0718.The horizontal coordinates were scaled from a map and have
 NM0718.an estimated accuracy of +/- 6 seconds.
 NM0718
 NM0718.The orthometric height was determined by differential leveling and
 NM0718.adjusted by the NATIONAL GEODETIC SURVEY
 NM0718.in June 1991.
 NM0718
 NM0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0718.GEOID18 height accuracy estimate available here.
 NM0718
 NM0718.Click photographs - Photos may exist for this station.
 NM0718
 NM0718.The dynamic height is computed by dividing the NAVD 88
 NM0718.geopotential number by the normal gravity value computed on the
 NM0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0718.degrees latitude (g = 980.6199 gals.).
 NM0718
 NM0718.The modeled gravity was interpolated from observed gravity values.
 NM0718
 NM0718;                    North         East    Units  Estimated Accuracy
 NM0718;SPC NE       -   263,560.      786,910.      MT  (+/- 180 meters Scaled)
 NM0718
 NM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM043699(NAD 83)
 NM0718
 NM0718                          SUPERSEDED SURVEY CONTROL
 NM0718
 NM0718  NGVD 29 (??/??/92)  433.188  (m)         1421.22   (f) ADJ UNCH    2 0
 NM0718
 NM0718.Superseded values are not recommended for survey control.
 NM0718
 NM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0718.See file dsdata.pdf to determine how the superseded data were derived.
 NM0718
 NM0718_MARKER: DB = BENCH MARK DISK
 NM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0718_STAMPING: Q 238 1947
 NM0718_MARK LOGO: CGS
 NM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0718+STABILITY: SURFACE MOTION
 NM0718
 NM0718  HISTORY     - Date     Condition        Report By
 NM0718  HISTORY     - 1947     MONUMENTED       CGS
 NM0718  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0718
 NM0718                          STATION DESCRIPTION
 NM0718
 NM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0718'2.4 MI W FROM WALTHILL.
 NM0718'0.3 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0718'WALTHILL TO A STREET INTERSECTION, THENCE 0.3 MILE NORTH TO A
 NM0718'DIRT T-ROAD, THENCE 1.8 MILES WEST TO THE TOP OF A LONG HILL,
 NM0718'0.2 MILE EAST OF A FARM HOUSE, AT A SHARP TURN IN THE ROAD,
 NM0718'30.8 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20.6 FEET WEST
 NM0718'OF A GATE POST, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET
 NM0718'EAST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST.
 NM0718
 NM0718                          STATION RECOVERY (1965)
 NM0718
 NM0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0718'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0434 ***********************************************************************
 NM0434  DESIGNATION -  Q 239
 NM0434  PID         -  NM0434
 NM0434  STATE/COUNTY-  NE/THURSTON
 NM0434  COUNTRY     -  US
 NM0434  USGS QUAD   -  HOMER (2017)
 NM0434
 NM0434                         *CURRENT SURVEY CONTROL
 NM0434  ______________________________________________________________________
 NM0434* NAD 83(1986) POSITION- 42 15 04.     (N) 096 25 25.     (W)   SCALED
 NM0434* NAVD 88 ORTHO HEIGHT -   436.554 (meters)     1432.26  (feet) ADJUSTED
 NM0434  ______________________________________________________________________
 NM0434  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 NM0434  DYNAMIC HEIGHT  -        436.411 (meters)     1431.79  (feet) COMP
 NM0434  MODELED GRAVITY -    980,278.5   (mgal)                       NAVD 88
 NM0434
 NM0434  VERT ORDER      -  SECOND    CLASS 0
 NM0434
 NM0434.The horizontal coordinates were scaled from a map and have
 NM0434.an estimated accuracy of +/- 6 seconds.
 NM0434
 NM0434.The orthometric height was determined by differential leveling and
 NM0434.adjusted by the NATIONAL GEODETIC SURVEY
 NM0434.in June 1991.
 NM0434
 NM0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0434.GEOID18 height accuracy estimate available here.
 NM0434
 NM0434.Click photographs - Photos may exist for this station.
 NM0434
 NM0434.The dynamic height is computed by dividing the NAVD 88
 NM0434.geopotential number by the normal gravity value computed on the
 NM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0434.degrees latitude (g = 980.6199 gals.).
 NM0434
 NM0434.The modeled gravity was interpolated from observed gravity values.
 NM0434
 NM0434;                    North         East    Units  Estimated Accuracy
 NM0434;SPC NE       -   274,540.      794,980.      MT  (+/- 180 meters Scaled)
 NM0434
 NM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM125808(NAD 83)
 NM0434
 NM0434                          SUPERSEDED SURVEY CONTROL
 NM0434
 NM0434  NGVD 29 (??/??/92)  436.401  (m)         1431.76   (f) ADJ UNCH    2 0
 NM0434
 NM0434.Superseded values are not recommended for survey control.
 NM0434
 NM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0434.See file dsdata.pdf to determine how the superseded data were derived.
 NM0434
 NM0434_MARKER: DB = BENCH MARK DISK
 NM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0434_STAMPING: Q 239 1947
 NM0434_MARK LOGO: CGS
 NM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0434+STABILITY: SURFACE MOTION
 NM0434
 NM0434  HISTORY     - Date     Condition        Report By
 NM0434  HISTORY     - 1947     MONUMENTED       CGS
 NM0434  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0434
 NM0434                          STATION DESCRIPTION
 NM0434
 NM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0434'3.8 MI NE FROM WINNEBAGO.
 NM0434'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0434'THENCE NORTH ALONG A DIRT ROAD 1.2 MILES, AT AN ABANDONED SCHOOL,
 NM0434'90.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL, 25.2
 NM0434'FEET EAST OF THE CENTER OF THE ROAD, 11.4 FEET SOUTH OF A FENCE
 NM0434'CORNER POST, 1.0 FOOT WEST OF A WIRE FENCE, 2.0 FEET NORTH OF A
 NM0434'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0434'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- MARK BELIEVED
 NM0434'DESTROYED BY RECENT WIDENING OF ROAD.
 NM0434
 NM0434                          STATION RECOVERY (1965)
 NM0434
 NM0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0302 ***********************************************************************
 MK0302  DESIGNATION -  Q 241
 MK0302  PID         -  MK0302
 MK0302  STATE/COUNTY-  NE/BURT
 MK0302  COUNTRY     -  US
 MK0302  USGS QUAD   -  TEKAMAH NW (2017)
 MK0302
 MK0302                         *CURRENT SURVEY CONTROL
 MK0302  ______________________________________________________________________
 MK0302* NAD 83(1986) POSITION- 41 54 08.     (N) 096 11 32.     (W)   SCALED
 MK0302* NAVD 88 ORTHO HEIGHT -   316.352 (meters)     1037.90  (feet) ADJUSTED
 MK0302  ______________________________________________________________________
 MK0302  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 MK0302  DYNAMIC HEIGHT  -        316.235 (meters)     1037.51  (feet) COMP
 MK0302  MODELED GRAVITY -    980,243.5   (mgal)                       NAVD 88
 MK0302
 MK0302  VERT ORDER      -  SECOND    CLASS 0
 MK0302
 MK0302.The horizontal coordinates were scaled from a map and have
 MK0302.an estimated accuracy of +/- 6 seconds.
 MK0302
 MK0302.The orthometric height was determined by differential leveling and
 MK0302.adjusted by the NATIONAL GEODETIC SURVEY
 MK0302.in June 1991.
 MK0302
 MK0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0302.GEOID18 height accuracy estimate available here.
 MK0302
 MK0302.Click photographs - Photos may exist for this station.
 MK0302
 MK0302.The dynamic height is computed by dividing the NAVD 88
 MK0302.geopotential number by the normal gravity value computed on the
 MK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0302.degrees latitude (g = 980.6199 gals.).
 MK0302
 MK0302.The modeled gravity was interpolated from observed gravity values.
 MK0302
 MK0302;                    North         East    Units  Estimated Accuracy
 MK0302;SPC NE       -   236,660.      815,760.      MT  (+/- 180 meters Scaled)
 MK0302
 MK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM328427(NAD 83)
 MK0302
 MK0302                          SUPERSEDED SURVEY CONTROL
 MK0302
 MK0302  NGVD 29 (??/??/92)  316.209  (m)         1037.43   (f) ADJ UNCH    2 0
 MK0302
 MK0302.Superseded values are not recommended for survey control.
 MK0302
 MK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0302.See file dsdata.pdf to determine how the superseded data were derived.
 MK0302
 MK0302_MARKER: DB = BENCH MARK DISK
 MK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0302_STAMPING: Q 241 1947
 MK0302_MARK LOGO: CGS
 MK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0302+STABILITY: SURFACE MOTION
 MK0302
 MK0302  HISTORY     - Date     Condition        Report By
 MK0302  HISTORY     - 1947     MONUMENTED       CGS
 MK0302  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0302
 MK0302                          STATION DESCRIPTION
 MK0302
 MK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0302'10.5 MI N FROM TEKAMAH.
 MK0302'8.6 MILES NORTH ALONG U.S. HIGHWAY NO. 73E FROM THE COURT HOUSE
 MK0302'AT TEKAMAH, THENCE 1.9 MILE EAST ALONG A DIRT ROAD, IN THE
 MK0302'NORTHEAST ANGLE OF A CROSS ROAD, 112.0 FEET EAST OF THE CENTER
 MK0302'OF THE NORTH-SOUTH ROAD, 82.0 FEET EAST OF A POWER LINE POLE,
 MK0302'47.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 26.5 FEET
 MK0302'SOUTH OF AN IRON PUMP AND WIND MILL ON A WELL, 4.0 FEET WEST OF
 MK0302'A FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE POST, SET IN
 MK0302'A CONCRETE POST ABOUT 3 FEET BELOW THE ROAD AND PROJECTING 0.2
 MK0302'FOOT.
 MK0302
 MK0302                          STATION RECOVERY (1965)
 MK0302
 MK0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0606 ***********************************************************************
 MK0606  DESIGNATION -  Q 242
 MK0606  PID         -  MK0606
 MK0606  STATE/COUNTY-  NE/WASHINGTON
 MK0606  COUNTRY     -  US
 MK0606  USGS QUAD   -  ARLINGTON (2017)
 MK0606
 MK0606                         *CURRENT SURVEY CONTROL
 MK0606  ______________________________________________________________________
 MK0606* NAD 83(1986) POSITION- 41 26 12.69   (N) 096 16 17.52   (W)   HD_HELD1
 MK0606* NAVD 88 ORTHO HEIGHT -   381.288 (meters)     1250.94  (feet) ADJUSTED
 MK0606  ______________________________________________________________________
 MK0606  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 MK0606  DYNAMIC HEIGHT  -        381.107 (meters)     1250.35  (feet) COMP
 MK0606  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 MK0606
 MK0606  VERT ORDER      -  SECOND    CLASS 0
 MK0606
 MK0606.The horizontal coordinates were determined by differentially corrected
 MK0606.hand held GPS observations or other comparable positioning techniques
 MK0606.and have an estimated accuracy of +/- 3 meters.
 MK0606
 MK0606.The orthometric height was determined by differential leveling and
 MK0606.adjusted by the NATIONAL GEODETIC SURVEY
 MK0606.in June 1991.
 MK0606
 MK0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0606.GEOID18 height accuracy estimate available here.
 MK0606
 MK0606.Click photographs - Photos may exist for this station.
 MK0606
 MK0606.The dynamic height is computed by dividing the NAVD 88
 MK0606.geopotential number by the normal gravity value computed on the
 MK0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0606.degrees latitude (g = 980.6199 gals.).
 MK0606
 MK0606.The modeled gravity was interpolated from observed gravity values.
 MK0606
 MK0606;                    North         East    Units  Estimated Accuracy
 MK0606;SPC NE       -   184,747.5     811,412.2     MT  (+/- 3 meters HH1 GPS) 
 MK0606
 MK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2795790847(NAD 83)
 MK0606
 MK0606                          SUPERSEDED SURVEY CONTROL
 MK0606
 MK0606  NGVD 29 (??/??/92)  381.137  (m)         1250.45   (f) ADJ UNCH    2 0
 MK0606
 MK0606.Superseded values are not recommended for survey control.
 MK0606
 MK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0606.See file dsdata.pdf to determine how the superseded data were derived.
 MK0606
 MK0606_MARKER: DB = BENCH MARK DISK
 MK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0606_STAMPING: Q 242 1947
 MK0606_MARK LOGO: CGS
 MK0606_PROJECTION: FLUSH
 MK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0606+STABILITY: SURFACE MOTION
 MK0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0606+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2024
 MK0606
 MK0606  HISTORY     - Date     Condition        Report By
 MK0606  HISTORY     - 1947     MONUMENTED       CGS
 MK0606  HISTORY     - 1986     GOOD             USPSQD
 MK0606  HISTORY     - 20100510 GOOD             INDIV
 MK0606  HISTORY     - 20240203 GOOD             INDIV
 MK0606
 MK0606                          STATION DESCRIPTION
 MK0606
 MK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0606'4.8 MI SE FROM ARLINGTON.
 MK0606'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0606'FROM THE STATION AT ARLINGTON, THENCE 0.35 MILE SOUTH ALONG
 MK0606'A GRAVEL ROAD, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 62.0
 MK0606'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 33.0 FEET
 MK0606'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 30.0 FEET
 MK0606'WEST OF A TELEPHONE POLE, 2.0 FEET EAST OF A REFERENCE POST,
 MK0606'0.5 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A
 MK0606'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND ABOUT
 MK0606'FLUSH WITH THE TOP OF THE GROUND.
 MK0606
 MK0606                          STATION RECOVERY (1986)
 MK0606
 MK0606'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0606'RECOVERED IN GOOD CONDITION.
 MK0606
 MK0606                          STATION RECOVERY (2010)
 MK0606
 MK0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK0606'REAL TIME NETWORK GPS OBSERVATION.
 MK0606'41 26'12.696''N     96 16'17.524''W
 MK0606'
 MK0606
 MK0606                          STATION RECOVERY (2024)
 MK0606
 MK0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (WA)
 MK0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0648 ***********************************************************************
 MK0648  DESIGNATION -  Q 243
 MK0648  PID         -  MK0648
 MK0648  STATE/COUNTY-  NE/DOUGLAS
 MK0648  COUNTRY     -  US
 MK0648  USGS QUAD   -  IRVINGTON (2017)
 MK0648
 MK0648                         *CURRENT SURVEY CONTROL
 MK0648  ______________________________________________________________________
 MK0648* NAD 83(1986) POSITION- 41 20 08.     (N) 096 04 35.     (W)   SCALED
 MK0648* NAVD 88 ORTHO HEIGHT -   339.358 (meters)     1113.38  (feet) ADJUSTED
 MK0648  ______________________________________________________________________
 MK0648  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 MK0648  DYNAMIC HEIGHT  -        339.205 (meters)     1112.88  (feet) COMP
 MK0648  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 MK0648
 MK0648  VERT ORDER      -  SECOND    CLASS 0
 MK0648
 MK0648.The horizontal coordinates were scaled from a map and have
 MK0648.an estimated accuracy of +/- 6 seconds.
 MK0648
 MK0648.The orthometric height was determined by differential leveling and
 MK0648.adjusted by the NATIONAL GEODETIC SURVEY
 MK0648.in June 1991.
 MK0648
 MK0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0648.GEOID18 height accuracy estimate available here.
 MK0648
 MK0648.Click photographs - Photos may exist for this station.
 MK0648
 MK0648.The dynamic height is computed by dividing the NAVD 88
 MK0648.geopotential number by the normal gravity value computed on the
 MK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0648.degrees latitude (g = 980.6199 gals.).
 MK0648
 MK0648.The modeled gravity was interpolated from observed gravity values.
 MK0648
 MK0648;                    North         East    Units  Estimated Accuracy
 MK0648;SPC NE       -   174,230.      828,210.      MT  (+/- 180 meters Scaled)
 MK0648
 MK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL446801(NAD 83)
 MK0648
 MK0648                          SUPERSEDED SURVEY CONTROL
 MK0648
 MK0648  NGVD 29 (??/??/92)  339.240  (m)         1112.99   (f) ADJ UNCH    2 0
 MK0648
 MK0648.Superseded values are not recommended for survey control.
 MK0648
 MK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0648.See file dsdata.pdf to determine how the superseded data were derived.
 MK0648
 MK0648_MARKER: DB = BENCH MARK DISK
 MK0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0648_SP_SET: BRIDGE ABUTMENT
 MK0648_STAMPING: Q 243 1947
 MK0648_MARK LOGO: CGS
 MK0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0648
 MK0648  HISTORY     - Date     Condition        Report By
 MK0648  HISTORY     - 1947     MONUMENTED       CGS
 MK0648  HISTORY     - 1976     GOOD             LOCSUR
 MK0648
 MK0648                          STATION DESCRIPTION
 MK0648
 MK0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0648'1.7 MI NW FROM IRVINGTON.
 MK0648'1.7 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 MK0648'IRVINGTON, IN THE SOUTHWEST ANGLE OF AN EAST-WEST GRAVEL CROSS
 MK0648'ROAD, 62.3 FEET WEST OF THE CENTER OF THE PAVED ROAD, 11.0 FEET SOUTH
 MK0648'OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, SET IN TOP OF THE
 MK0648'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER A
 MK0648'CREEK FOR THE GRAVEL ROAD, ABOUT THE SAME ELEVATION AS THE ROADS.
 MK0648
 MK0648                          STATION RECOVERY (1976)
 MK0648
 MK0648'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0384 ***********************************************************************
 MK0384  DESIGNATION -  Q 244
 MK0384  PID         -  MK0384
 MK0384  STATE/COUNTY-  NE/WASHINGTON
 MK0384  COUNTRY     -  US
 MK0384  USGS QUAD   -  HERMAN (2017)
 MK0384
 MK0384                         *CURRENT SURVEY CONTROL
 MK0384  ______________________________________________________________________
 MK0384* NAD 83(1986) POSITION- 41 39 43.     (N) 096 12 22.     (W)   SCALED
 MK0384* NAVD 88 ORTHO HEIGHT -   324.089 (meters)     1063.28  (feet) ADJUSTED
 MK0384  ______________________________________________________________________
 MK0384  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 MK0384  DYNAMIC HEIGHT  -        323.953 (meters)     1062.84  (feet) COMP
 MK0384  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 MK0384
 MK0384  VERT ORDER      -  SECOND    CLASS 0
 MK0384
 MK0384.The horizontal coordinates were scaled from a map and have
 MK0384.an estimated accuracy of +/- 6 seconds.
 MK0384
 MK0384.The orthometric height was determined by differential leveling and
 MK0384.adjusted by the NATIONAL GEODETIC SURVEY
 MK0384.in June 1991.
 MK0384
 MK0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0384.GEOID18 height accuracy estimate available here.
 MK0384
 MK0384.Click photographs - Photos may exist for this station.
 MK0384
 MK0384.The dynamic height is computed by dividing the NAVD 88
 MK0384.geopotential number by the normal gravity value computed on the
 MK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0384.degrees latitude (g = 980.6199 gals.).
 MK0384
 MK0384.The modeled gravity was interpolated from observed gravity values.
 MK0384
 MK0384;                    North         East    Units  Estimated Accuracy
 MK0384;SPC NE       -   209,950.      815,780.      MT  (+/- 180 meters Scaled)
 MK0384
 MK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM326160(NAD 83)
 MK0384
 MK0384                          SUPERSEDED SURVEY CONTROL
 MK0384
 MK0384  NGVD 29 (??/??/92)  323.946  (m)         1062.81   (f) ADJ UNCH    2 0
 MK0384
 MK0384.Superseded values are not recommended for survey control.
 MK0384
 MK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0384.See file dsdata.pdf to determine how the superseded data were derived.
 MK0384
 MK0384_MARKER: DB = BENCH MARK DISK
 MK0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0384_STAMPING: Q 244 1947
 MK0384_MARK LOGO: CGS
 MK0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0384+STABILITY: SURFACE MOTION
 MK0384
 MK0384  HISTORY     - Date     Condition        Report By
 MK0384  HISTORY     - 1947     MONUMENTED       CGS
 MK0384  HISTORY     - 19920205 MARK NOT FOUND   NGS
 MK0384
 MK0384                          STATION DESCRIPTION
 MK0384
 MK0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0384'0.9 MI SE FROM HERMAN.
 MK0384'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0384'AT HERMAN, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 0.1
 MK0384'MILE SOUTHEAST OF A CONCRETE BRIDGE OVER YORK CREEK, 45.5 FEET
 MK0384'EAST OF THE CENTER OF THE HIGHWAY, 27.0 FEET NORTHEAST OF THE
 MK0384'CENTER OF THE NORTH LEG OF THE Y AT THE ROAD JUNCTION, 9.0 FEET
 MK0384'NORTHEAST OF A POWER LINE TRANSFORMER POLE, 2.5 FEET NORTH OF
 MK0384'A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MK0384'THE HIGHWAY AND PROJECTING 0.2 FOOT.
 MK0384
 MK0384                          STATION RECOVERY (1992)
 MK0384
 MK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MK0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0392 ***********************************************************************
 MK0392  DESIGNATION -  Q 245
 MK0392  PID         -  MK0392
 MK0392  STATE/COUNTY-  NE/WASHINGTON
 MK0392  COUNTRY     -  US
 MK0392  USGS QUAD   -  NICKERSON NE (2017)
 MK0392
 MK0392                         *CURRENT SURVEY CONTROL
 MK0392  ______________________________________________________________________
 MK0392* NAD 83(1986) POSITION- 41 40 08.     (N) 096 19 41.     (W)   SCALED
 MK0392* NAVD 88 ORTHO HEIGHT -   414.057 (meters)     1358.45  (feet) ADJUSTED
 MK0392  ______________________________________________________________________
 MK0392  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 MK0392  DYNAMIC HEIGHT  -        413.885 (meters)     1357.89  (feet) COMP
 MK0392  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 MK0392
 MK0392  VERT ORDER      -  SECOND    CLASS 0
 MK0392
 MK0392.The horizontal coordinates were scaled from a map and have
 MK0392.an estimated accuracy of +/- 6 seconds.
 MK0392
 MK0392.The orthometric height was determined by differential leveling and
 MK0392.adjusted by the NATIONAL GEODETIC SURVEY
 MK0392.in June 1991.
 MK0392
 MK0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0392.GEOID18 height accuracy estimate available here.
 MK0392
 MK0392.Click photographs - Photos may exist for this station.
 MK0392
 MK0392.The dynamic height is computed by dividing the NAVD 88
 MK0392.geopotential number by the normal gravity value computed on the
 MK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0392.degrees latitude (g = 980.6199 gals.).
 MK0392
 MK0392.The modeled gravity was interpolated from observed gravity values.
 MK0392
 MK0392;                    North         East    Units  Estimated Accuracy
 MK0392;SPC NE       -   210,280.      805,600.      MT  (+/- 180 meters Scaled)
 MK0392
 MK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM224164(NAD 83)
 MK0392
 MK0392                          SUPERSEDED SURVEY CONTROL
 MK0392
 MK0392  NGVD 29 (??/??/92)  413.912  (m)         1357.98   (f) ADJ UNCH    2 0
 MK0392
 MK0392.Superseded values are not recommended for survey control.
 MK0392
 MK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0392.See file dsdata.pdf to determine how the superseded data were derived.
 MK0392
 MK0392_MARKER: DB = BENCH MARK DISK
 MK0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0392_STAMPING: Q 245 1947
 MK0392_MARK LOGO: CGS
 MK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0392+STABILITY: SURFACE MOTION
 MK0392
 MK0392  HISTORY     - Date     Condition        Report By
 MK0392  HISTORY     - 1947     MONUMENTED       CGS
 MK0392
 MK0392                          STATION DESCRIPTION
 MK0392
 MK0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0392'6.5 MI W FROM HERMAN.
 MK0392'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0392'AT HERMAN, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0392'1.1 MILE WEST ALONG A GRAVEL ROAD, IN THE FRONT YARD OF THE NEW
 MK0392'ENGLAND SCHOOL, 173.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MK0392'ROAD, 73.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 MK0392'PORCH FLOOR AT THE ENTRANCE TO THE SCHOOL BUILDING, 52.0 FEET
 MK0392'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 16.5 FEET NORTHEAST
 MK0392'OF A 15-INCH BOXELDER TREE, 3.2 FEET WEST OF AN IRON PIPE FLAG
 MK0392'POLE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE
 MK0392'POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0393 ***********************************************************************
 MK0393  DESIGNATION -  Q 245 RESET
 MK0393  PID         -  MK0393
 MK0393  STATE/COUNTY-  NE/WASHINGTON
 MK0393  COUNTRY     -  US
 MK0393  USGS QUAD   -  NICKERSON NE (2017)
 MK0393
 MK0393                         *CURRENT SURVEY CONTROL
 MK0393  ______________________________________________________________________
 MK0393* NAD 83(1986) POSITION- 41 40 08.     (N) 096 19 41.     (W)   SCALED
 MK0393* NAVD 88 ORTHO HEIGHT -   413.92  (meters)     1358.0   (feet) RESET
 MK0393  ______________________________________________________________________
 MK0393  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 MK0393  VERT ORDER      -  THIRD
 MK0393
 MK0393.The horizontal coordinates were scaled from a map and have
 MK0393.an estimated accuracy of +/- 6 seconds.
 MK0393
 MK0393.The orthometric height was computed from unverified reset data.
 MK0393
 MK0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0393.GEOID18 height accuracy estimate available here.
 MK0393
 MK0393.Click photographs - Photos may exist for this station.
 MK0393
 MK0393;                    North         East    Units  Estimated Accuracy
 MK0393;SPC NE       -   210,280.      805,600.      MT  (+/- 180 meters Scaled)
 MK0393
 MK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM224164(NAD 83)
 MK0393
 MK0393                          SUPERSEDED SURVEY CONTROL
 MK0393
 MK0393.No superseded survey control is available for this station.
 MK0393
 MK0393_MARKER: DB = BENCH MARK DISK
 MK0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0393_STAMPING: Q 245 RESET 1967
 MK0393_MARK LOGO: CGS
 MK0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0393+STABILITY: SURFACE MOTION
 MK0393
 MK0393  HISTORY     - Date     Condition        Report By
 MK0393  HISTORY     - 1967     MONUMENTED       CGS
 MK0393  HISTORY     - 19910320 MARK NOT FOUND   NGS
 MK0393
 MK0393                          STATION DESCRIPTION
 MK0393
 MK0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MK0393'6.5 MI W FROM HERMAN.
 MK0393'0.2 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0393'HERMAN, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY 31 AND 1.1
 MK0393'MILES WEST ALONG A GRAVEL ROAD, 255 FEET EAST OF THE CENTERLINE
 MK0393'OF THE NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTERLINE OF THE
 MK0393'EAST-WEST ROAD, 3 FEET NORTHEAST OF A POWER LINE POLE, 1.5 FEET
 MK0393'NORTH OF THE EAST-WEST FENCE LINE, AND SET IN THE TOP OF A
 MK0393'CONCRETE POST PROJECTING 0.1 FOOT.
 MK0393
 MK0393                          STATION RECOVERY (1991)
 MK0393
 MK0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2195 ***********************************************************************
 MK2195  DESIGNATION -  Q 246 RESET
 MK2195  PID         -  MK2195
 MK2195  STATE/COUNTY-  NE/WASHINGTON
 MK2195  COUNTRY     -  US
 MK2195  USGS QUAD   -  BLAIR (2017)
 MK2195
 MK2195                         *CURRENT SURVEY CONTROL
 MK2195  ______________________________________________________________________
 MK2195* NAD 83(1986) POSITION- 41 32 53.     (N) 096 08 24.     (W)   SCALED
 MK2195* NAVD 88 ORTHO HEIGHT -   327.96  (meters)     1076.0   (feet) RESET
 MK2195  ______________________________________________________________________
 MK2195  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 MK2195  VERT ORDER      -  THIRD
 MK2195
 MK2195.The horizontal coordinates were scaled from a map and have
 MK2195.an estimated accuracy of +/- 6 seconds.
 MK2195
 MK2195.The orthometric height was computed from unverified reset data.
 MK2195
 MK2195.No vertical observational check was made to the station.
 MK2195
 MK2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2195.GEOID18 height accuracy estimate available here.
 MK2195
 MK2195.Click photographs - Photos may exist for this station.
 MK2195
 MK2195;                    North         East    Units  Estimated Accuracy
 MK2195;SPC NE       -   197,560.      821,840.      MT  (+/- 180 meters Scaled)
 MK2195
 MK2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM385035(NAD 83)
 MK2195
 MK2195                          SUPERSEDED SURVEY CONTROL
 MK2195
 MK2195  NGVD 29 (01/31/13)  327.82   (m)         1075.5    (f) RESET       3  
 MK2195
 MK2195.Superseded values are not recommended for survey control.
 MK2195
 MK2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2195.See file dsdata.pdf to determine how the superseded data were derived.
 MK2195
 MK2195_MARKER: DV = VERTICAL CONTROL DISK
 MK2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2195_STAMPING: Q 246 RESET 1991
 MK2195_MARK LOGO: NGS
 MK2195_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2195+STABILITY: SURFACE MOTION
 MK2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2195+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2195
 MK2195  HISTORY     - Date     Condition        Report By
 MK2195  HISTORY     - 1991     MONUMENTED       NGS
 MK2195
 MK2195                          STATION DESCRIPTION
 MK2195
 MK2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MK2195'IN BLAIR, IN THE SOUTHWEST ANGLE OF PARK STREET, AND 19TH STREET,
 MK2195'U.S. HIGHWAY 75, AND NEAR THE NORTHWEST CORNER OF A HOUSE AT 455
 MK2195'NORTH 19TH STREET, IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MK2195'IS FLUSH WITH THE GROUND SURFACE.  IT IS 32.99 M (108.23 FT) WEST
 MK2195'FROM THE CENTERLINE OF 19TH STREET, 15.48 M (50.79 FT)
 MK2195'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE FOUNDATION OF THE
 MK2195'HOUSE AT 455 19TH STREET, 11.83 M (38.81 FT) EAST FROM THE CENTERLINE
 MK2195'OF A CONCRETE DRIVE AT THE REAR OF THE HOUSE, 5.06 M (16.60 FT) SOUTH
 MK2195'FROM THE CENTERLINE OF PARK STREET AND 1.22 M (4.00 FT) SOUTH FROM
 MK2195'THE BACK OF THE SOUTH CURB OF PARK STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0440 ***********************************************************************
 MK0440  DESIGNATION -  Q 247
 MK0440  PID         -  MK0440
 MK0440  STATE/COUNTY-  NE/DODGE
 MK0440  COUNTRY     -  US
 MK0440  USGS QUAD   -  NICKERSON (2017)
 MK0440
 MK0440                         *CURRENT SURVEY CONTROL
 MK0440  ______________________________________________________________________
 MK0440* NAD 83(1986) POSITION- 41 32 20.     (N) 096 27 12.     (W)   SCALED
 MK0440* NAVD 88 ORTHO HEIGHT -   365.906 (meters)     1200.48  (feet) ADJUSTED
 MK0440  ______________________________________________________________________
 MK0440  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 MK0440  DYNAMIC HEIGHT  -        365.749 (meters)     1199.96  (feet) COMP
 MK0440  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 MK0440
 MK0440  VERT ORDER      -  SECOND    CLASS 0
 MK0440
 MK0440.The horizontal coordinates were scaled from a map and have
 MK0440.an estimated accuracy of +/- 6 seconds.
 MK0440
 MK0440.The orthometric height was determined by differential leveling and
 MK0440.adjusted by the NATIONAL GEODETIC SURVEY
 MK0440.in June 1991.
 MK0440
 MK0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0440.GEOID18 height accuracy estimate available here.
 MK0440
 MK0440.Click photographs - Photos may exist for this station.
 MK0440
 MK0440.The dynamic height is computed by dividing the NAVD 88
 MK0440.geopotential number by the normal gravity value computed on the
 MK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0440.degrees latitude (g = 980.6199 gals.).
 MK0440
 MK0440.The modeled gravity was interpolated from observed gravity values.
 MK0440
 MK0440;                    North         East    Units  Estimated Accuracy
 MK0440;SPC NE       -   195,430.      795,770.      MT  (+/- 180 meters Scaled)
 MK0440
 MK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM124017(NAD 83)
 MK0440
 MK0440                          SUPERSEDED SURVEY CONTROL
 MK0440
 MK0440  NGVD 29 (??/??/92)  365.766  (m)         1200.02   (f) ADJ UNCH    2 0
 MK0440
 MK0440.Superseded values are not recommended for survey control.
 MK0440
 MK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0440.See file dsdata.pdf to determine how the superseded data were derived.
 MK0440
 MK0440_MARKER: DB = BENCH MARK DISK
 MK0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0440_SP_SET: BRIDGE
 MK0440_STAMPING: Q 247 1947
 MK0440_MARK LOGO: CGS
 MK0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0440
 MK0440  HISTORY     - Date     Condition        Report By
 MK0440  HISTORY     - 1947     MONUMENTED       CGS
 MK0440
 MK0440                          STATION DESCRIPTION
 MK0440
 MK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0440'1.2 MI E FROM NICKERSON.
 MK0440'0.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0440'FROM THE STATION AT NICKERSON, THENCE 0.85 MILE EAST ALONG STATE
 MK0440'HIGHWAY NO. 91, AT THE EAST END OF A CONCRETE BRIDGE OVER THE
 MK0440'ELKHORN RIVER, 13.6 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET
 MK0440'IN TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 MK0440'BRIDGE, ABOUT THE SAME ELEVATION AS THE FLOOR OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0534 ***********************************************************************
 NM0534  DESIGNATION -  Q 248
 NM0534  PID         -  NM0534
 NM0534  STATE/COUNTY-  NE/THURSTON
 NM0534  COUNTRY     -  US
 NM0534  USGS QUAD   -  MACY (2017)
 NM0534
 NM0534                         *CURRENT SURVEY CONTROL
 NM0534  ______________________________________________________________________
 NM0534* NAD 83(1986) POSITION- 42 02 48.     (N) 096 19 11.     (W)   SCALED
 NM0534* NAVD 88 ORTHO HEIGHT -   395.142 (meters)     1296.40  (feet) ADJUSTED
 NM0534  ______________________________________________________________________
 NM0534  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 NM0534  DYNAMIC HEIGHT  -        395.004 (meters)     1295.94  (feet) COMP
 NM0534  MODELED GRAVITY -    980,260.0   (mgal)                       NAVD 88
 NM0534
 NM0534  VERT ORDER      -  SECOND    CLASS 0
 NM0534
 NM0534.The horizontal coordinates were scaled from a map and have
 NM0534.an estimated accuracy of +/- 6 seconds.
 NM0534
 NM0534.The orthometric height was determined by differential leveling and
 NM0534.adjusted by the NATIONAL GEODETIC SURVEY
 NM0534.in June 1991.
 NM0534
 NM0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0534.GEOID18 height accuracy estimate available here.
 NM0534
 NM0534.Click photographs - Photos may exist for this station.
 NM0534
 NM0534.The dynamic height is computed by dividing the NAVD 88
 NM0534.geopotential number by the normal gravity value computed on the
 NM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0534.degrees latitude (g = 980.6199 gals.).
 NM0534
 NM0534.The modeled gravity was interpolated from observed gravity values.
 NM0534
 NM0534;                    North         East    Units  Estimated Accuracy
 NM0534;SPC NE       -   252,220.      804,510.      MT  (+/- 180 meters Scaled)
 NM0534
 NM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218584(NAD 83)
 NM0534
 NM0534                          SUPERSEDED SURVEY CONTROL
 NM0534
 NM0534  NGVD 29 (??/??/92)  394.995  (m)         1295.91   (f) ADJ UNCH    2 0
 NM0534
 NM0534.Superseded values are not recommended for survey control.
 NM0534
 NM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0534.See file dsdata.pdf to determine how the superseded data were derived.
 NM0534
 NM0534_MARKER: DB = BENCH MARK DISK
 NM0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0534_STAMPING: Q 248 1947
 NM0534_MARK LOGO: CGS
 NM0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0534+STABILITY: SURFACE MOTION
 NM0534
 NM0534  HISTORY     - Date     Condition        Report By
 NM0534  HISTORY     - 1947     MONUMENTED       CGS
 NM0534  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0534
 NM0534                          STATION DESCRIPTION
 NM0534
 NM0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0534'8.2 MI NW FROM DECATUR.
 NM0534'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0534'DECATUR, THENCE NORTHWEST 5.0 MILES ALONG U.S. HIGHWAY NO. 73 E,
 NM0534'THENCE WEST 0.3 MILE ALONG A DIRT ROAD, THENCE SOUTH 1.2 MILES
 NM0534'ALONG A DIRT ROAD, THENCE WEST 0.6 MILE ALONG A DIRT ROAD,
 NM0534'0.9 MILE EAST OF BENCH MARK P 248, AT A FARM HOUSE, 47.3 FEET
 NM0534'WEST OF THE CENTER OF THE FARM DRIVE, 28.4 FEET EAST OF A COTTONWOOD
 NM0534'TREE 1.5 FEET IN DIAMETER, 23.0 FEET NORTH OF THE CENTER OF
 NM0534'THE ROAD, 12.0 FEET WEST OF A FENCE CORNER POST, 1.0 FOOT SOUTH
 NM0534'OF A BARBED WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER
 NM0534'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM0534'ABOVE GROUND.
 NM0534
 NM0534                          STATION RECOVERY (1965)
 NM0534
 NM0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0060 ***********************************************************************
 LH0060  DESIGNATION -  Q 249
 LH0060  PID         -  LH0060
 LH0060  STATE/COUNTY-  NE/HALL
 LH0060  COUNTRY     -  US
 LH0060  USGS QUAD   -  GRAND ISLAND (2017)
 LH0060
 LH0060                         *CURRENT SURVEY CONTROL
 LH0060  ______________________________________________________________________
 LH0060* NAD 83(1986) POSITION- 40 56 24.     (N) 098 19 14.     (W)   SCALED
 LH0060* NAVD 88 ORTHO HEIGHT -   564.259 (meters)     1851.24  (feet) ADJUSTED
 LH0060  ______________________________________________________________________
 LH0060  GEOID HEIGHT    -        -25.089 (meters)                     GEOID18
 LH0060  DYNAMIC HEIGHT  -        563.962 (meters)     1850.27  (feet) COMP
 LH0060  MODELED GRAVITY -    980,080.4   (mgal)                       NAVD 88
 LH0060
 LH0060  VERT ORDER      -  FIRST     CLASS II
 LH0060
 LH0060.This mark is at Central Nebraska Regional Airport (GRI)
 LH0060
 LH0060.The horizontal coordinates were scaled from a map and have
 LH0060.an estimated accuracy of +/- 6 seconds.
 LH0060
 LH0060.The orthometric height was determined by differential leveling and
 LH0060.adjusted by the NATIONAL GEODETIC SURVEY
 LH0060.in June 1991.
 LH0060
 LH0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0060.GEOID18 height accuracy estimate available here.
 LH0060
 LH0060.Click photographs - Photos may exist for this station.
 LH0060
 LH0060.The dynamic height is computed by dividing the NAVD 88
 LH0060.geopotential number by the normal gravity value computed on the
 LH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0060.degrees latitude (g = 980.6199 gals.).
 LH0060
 LH0060.The modeled gravity was interpolated from observed gravity values.
 LH0060
 LH0060;                    North         East    Units  Estimated Accuracy
 LH0060;SPC NE       -   124,240.      641,380.      MT  (+/- 180 meters Scaled)
 LH0060
 LH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL571323(NAD 83)
 LH0060
 LH0060                          SUPERSEDED SURVEY CONTROL
 LH0060
 LH0060  NGVD 29 (??/??/92)  564.008  (m)         1850.42   (f) ADJ UNCH    1 2
 LH0060
 LH0060.Superseded values are not recommended for survey control.
 LH0060
 LH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0060.See file dsdata.pdf to determine how the superseded data were derived.
 LH0060
 LH0060_MARKER: DB = BENCH MARK DISK
 LH0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0060_STAMPING: Q 249 1947
 LH0060_MARK LOGO: CGS
 LH0060_PROJECTION: FLUSH
 LH0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0060+STABILITY: SURFACE MOTION
 LH0060
 LH0060  HISTORY     - Date     Condition        Report By
 LH0060  HISTORY     - 1947     MONUMENTED       CGS
 LH0060  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0060
 LH0060                          STATION DESCRIPTION
 LH0060
 LH0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0060'AT GRAND ISLAND.
 LH0060'AT GRAND ISLAND, AT CENTRAL AIRPORT, 162.0 FEET EAST OF THE
 LH0060'CENTER LINE OF A GRAVELED STREET THAT PARALLELS THE WEST SIDE
 LH0060'OF THE AIRPORT, 116.5 FEET EAST OF BENCH MARK P 249, 154.0 FEET
 LH0060'NORTH OF THE NORTHEAST CORNER OF A HANGAR AT THE SOUTHWEST
 LH0060'CORNER OF THE AIRPORT, 2.1 FEET NORTHWEST OF THE SOUTHWEST
 LH0060'CORNER OF THE ADMINISTRATION BUILDING AND 1.5 FEET WEST OF
 LH0060'THE WEST WALL OF THE BUILDING, SET IN THE TOP OF A CONCRETE
 LH0060'POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 LH0060
 LH0060                          STATION RECOVERY (1990)
 LH0060
 LH0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0043 ***********************************************************************
 LJ0043  DESIGNATION -  Q 25
 LJ0043  PID         -  LJ0043
 LJ0043  STATE/COUNTY-  NE/RED WILLOW
 LJ0043  COUNTRY     -  US
 LJ0043  USGS QUAD   -  DANBURY NE (2017)
 LJ0043
 LJ0043                         *CURRENT SURVEY CONTROL
 LJ0043  ______________________________________________________________________
 LJ0043* NAD 83(1986) POSITION- 40 14 53.51   (N) 100 18 22.36   (W)   HD_HELD1
 LJ0043* NAVD 88 ORTHO HEIGHT -   710.318 (meters)     2330.44  (feet) ADJUSTED
 LJ0043  ______________________________________________________________________
 LJ0043  GEOID HEIGHT    -        -24.239 (meters)                     GEOID18
 LJ0043  DYNAMIC HEIGHT  -        709.861 (meters)     2328.94  (feet) COMP
 LJ0043  MODELED GRAVITY -    979,959.0   (mgal)                       NAVD 88
 LJ0043
 LJ0043  VERT ORDER      -  FIRST     CLASS II
 LJ0043
 LJ0043.The horizontal coordinates were determined by differentially corrected
 LJ0043.hand held GPS observations or other comparable positioning techniques
 LJ0043.and have an estimated accuracy of +/- 3 meters.
 LJ0043
 LJ0043.The orthometric height was determined by differential leveling and
 LJ0043.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0043.in June 1991.
 LJ0043
 LJ0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0043.GEOID18 height accuracy estimate available here.
 LJ0043
 LJ0043.Click photographs - Photos may exist for this station.
 LJ0043
 LJ0043.The dynamic height is computed by dividing the NAVD 88
 LJ0043.geopotential number by the normal gravity value computed on the
 LJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0043.degrees latitude (g = 980.6199 gals.).
 LJ0043
 LJ0043.The modeled gravity was interpolated from observed gravity values.
 LJ0043
 LJ0043;                    North         East    Units  Estimated Accuracy
 LJ0043;SPC NE       -    46,110.0     473,949.1     MT  (+/- 3 meters HH1 GPS) 
 LJ0043
 LJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8890556123(NAD 83)
 LJ0043
 LJ0043                          SUPERSEDED SURVEY CONTROL
 LJ0043
 LJ0043  NGVD 29 (??/??/92)  710.020  (m)         2329.46   (f) ADJ UNCH    1 2
 LJ0043
 LJ0043.Superseded values are not recommended for survey control.
 LJ0043
 LJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0043.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0043
 LJ0043_MARKER: DB = BENCH MARK DISK
 LJ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0043_STAMPING: 2329.457 Q 25 1933
 LJ0043_MARK LOGO: CGS
 LJ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0043+STABILITY: SURFACE MOTION
 LJ0043
 LJ0043  HISTORY     - Date     Condition        Report By
 LJ0043  HISTORY     - 1933     MONUMENTED       CGS
 LJ0043  HISTORY     - 1942     GOOD             CGS
 LJ0043
 LJ0043                          STATION DESCRIPTION
 LJ0043
 LJ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0043'AT BARTLEY.
 LJ0043'AT BARTLEY, REDWILLOW COUNTY, 102 FEET EAST OF THE CHICAGO,
 LJ0043'BURLINGTON AND QUINCY RAILROAD STATION, AT THE SOUTHEAST CORNER
 LJ0043'OF THE STATION PARK, AT A ROAD CROSSING, 50 FEET WEST OF THE
 LJ0043'CENTERLINE OF THE ROAD, AND 18 FEET NORTH OF THE NORTH RAIL
 LJ0043'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 2329.457 Q 25 1933
 LJ0043'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LJ0043'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0018 ***********************************************************************
 LH0018  DESIGNATION -  Q 250
 LH0018  PID         -  LH0018
 LH0018  STATE/COUNTY-  NE/ADAMS
 LH0018  COUNTRY     -  US
 LH0018  USGS QUAD   -  HASTINGS WEST (2017)
 LH0018
 LH0018                         *CURRENT SURVEY CONTROL
 LH0018  ______________________________________________________________________
 LH0018* NAD 83(1986) POSITION- 40 35 49.     (N) 098 25 26.     (W)   SCALED
 LH0018* NAVD 88 ORTHO HEIGHT -   591.698 (meters)     1941.26  (feet) ADJUSTED
 LH0018  ______________________________________________________________________
 LH0018  GEOID HEIGHT    -        -25.262 (meters)                     GEOID18
 LH0018  DYNAMIC HEIGHT  -        591.367 (meters)     1940.18  (feet) COMP
 LH0018  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 LH0018
 LH0018  VERT ORDER      -  FIRST     CLASS II
 LH0018
 LH0018.This mark is at Hastings Municipal Airport (HSI)
 LH0018
 LH0018.The horizontal coordinates were scaled from a map and have
 LH0018.an estimated accuracy of +/- 6 seconds.
 LH0018
 LH0018.The orthometric height was determined by differential leveling and
 LH0018.adjusted by the NATIONAL GEODETIC SURVEY
 LH0018.in June 1991.
 LH0018
 LH0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0018.GEOID18 height accuracy estimate available here.
 LH0018
 LH0018.Click photographs - Photos may exist for this station.
 LH0018
 LH0018.The dynamic height is computed by dividing the NAVD 88
 LH0018.geopotential number by the normal gravity value computed on the
 LH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0018.degrees latitude (g = 980.6199 gals.).
 LH0018
 LH0018.The modeled gravity was interpolated from observed gravity values.
 LH0018
 LH0018;                    North         East    Units  Estimated Accuracy
 LH0018;SPC NE       -    86,000.      633,380.      MT  (+/- 180 meters Scaled)
 LH0018
 LH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK487941(NAD 83)
 LH0018
 LH0018                          SUPERSEDED SURVEY CONTROL
 LH0018
 LH0018  NGVD 29 (??/??/92)  591.467  (m)         1940.50   (f) ADJ UNCH    1 2
 LH0018
 LH0018.Superseded values are not recommended for survey control.
 LH0018
 LH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0018.See file dsdata.pdf to determine how the superseded data were derived.
 LH0018
 LH0018_MARKER: DB = BENCH MARK DISK
 LH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0018_STAMPING: Q 250 1947
 LH0018_MARK LOGO: CGS
 LH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0018+STABILITY: SURFACE MOTION
 LH0018
 LH0018  HISTORY     - Date     Condition        Report By
 LH0018  HISTORY     - 1947     MONUMENTED       CGS
 LH0018  HISTORY     - 1964     MARK NOT FOUND   CGS
 LH0018
 LH0018                          STATION DESCRIPTION
 LH0018
 LH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0018'2.9 MI NW FROM HASTINGS.
 LH0018'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE), FROM THE
 LH0018'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT HASTINGS,
 LH0018'THENCE NORTH 0.9 MILE ALONG A SECTION LINE ROAD, THENCE WEST
 LH0018'0.2 MILE ALONG A SECTION LINE ROAD, AT THE HASTINGS MUNICIPAL
 LH0018'AIRPORT, IN THE SMALL LAWN ON THE SOUTH SIDE OF THE OFFICE
 LH0018'BUILDING, 50.3 FEET SOUTH OF THE SOUTH ENTRANCE TO THE BUILDING,
 LH0018'2.2 FEET NORTH OF A FLAG POLE, SET IN THE TOP OF A CONCRETE POST
 LH0018'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- LOCAL INQUIRY
 LH0018'WAS MADE AND WAS FOUND TO HAVE BEEN COVERED BY ASPHALT DURING
 LH0018'THE CONSTRUCTION OF A DRIVEWAY.  IT HAD ALSO BEEN HIT BY HEAVY
 LH0018'EQUIPMENT.
 LH0018
 LH0018                          STATION RECOVERY (1964)
 LH0018
 LH0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0250 ***********************************************************************
 LH0250  DESIGNATION -  Q 252
 LH0250  PID         -  LH0250
 LH0250  STATE/COUNTY-  NE/WEBSTER
 LH0250  COUNTRY     -  US
 LH0250  USGS QUAD   -  COWLES (2017)
 LH0250
 LH0250                         *CURRENT SURVEY CONTROL
 LH0250  ______________________________________________________________________
 LH0250* NAD 83(1986) POSITION- 40 08 49.     (N) 098 26 40.     (W)   SCALED
 LH0250* NAVD 88 ORTHO HEIGHT -   533.379 (meters)     1749.93  (feet) ADJUSTED
 LH0250  ______________________________________________________________________
 LH0250  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 LH0250  DYNAMIC HEIGHT  -        533.054 (meters)     1748.86  (feet) COMP
 LH0250  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 LH0250
 LH0250  VERT ORDER      -  FIRST     CLASS II
 LH0250
 LH0250.The horizontal coordinates were scaled from a map and have
 LH0250.an estimated accuracy of +/- 6 seconds.
 LH0250
 LH0250.The orthometric height was determined by differential leveling and
 LH0250.adjusted by the NATIONAL GEODETIC SURVEY
 LH0250.in June 1991.
 LH0250
 LH0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0250.GEOID18 height accuracy estimate available here.
 LH0250
 LH0250.Click photographs - Photos may exist for this station.
 LH0250
 LH0250.The dynamic height is computed by dividing the NAVD 88
 LH0250.geopotential number by the normal gravity value computed on the
 LH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0250.degrees latitude (g = 980.6199 gals.).
 LH0250
 LH0250.The modeled gravity was interpolated from observed gravity values.
 LH0250
 LH0250;                    North         East    Units  Estimated Accuracy
 LH0250;SPC NE       -    36,010.      632,530.      MT  (+/- 180 meters Scaled)
 LH0250
 LH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473442(NAD 83)
 LH0250
 LH0250                          SUPERSEDED SURVEY CONTROL
 LH0250
 LH0250  NGVD 29 (??/??/92)  533.159  (m)         1749.21   (f) ADJ UNCH    1 2
 LH0250
 LH0250.Superseded values are not recommended for survey control.
 LH0250
 LH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0250.See file dsdata.pdf to determine how the superseded data were derived.
 LH0250
 LH0250_MARKER: DB = BENCH MARK DISK
 LH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0250_STAMPING: Q 252 1947
 LH0250_MARK LOGO: CGS
 LH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0250+STABILITY: SURFACE MOTION
 LH0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0250+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 LH0250
 LH0250  HISTORY     - Date     Condition        Report By
 LH0250  HISTORY     - 1947     MONUMENTED       CGS
 LH0250  HISTORY     - 20061019 GOOD             INDIV
 LH0250
 LH0250                          STATION DESCRIPTION
 LH0250
 LH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0250'1.7 MI S FROM COWLES.
 LH0250'1.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0250'FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER OF A
 LH0250'ROAD CROSSING, 93.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0250'40.0 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.9 FEET EAST
 LH0250'OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE
 LH0250'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LH0250
 LH0250                          STATION RECOVERY (2006)
 LH0250
 LH0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0250'1.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LH0250'THE STATION AT COWLES, SET IN THE SOUTHWEST CORNER OF A ROAD CROSSING
 LH0250'THE RAILROAD, 93.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 LH0250'EAST-WEST, 40.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, SET
 LH0250'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0795 ***********************************************************************
 MJ0795  DESIGNATION -  Q 253
 MJ0795  PID         -  MJ0795
 MJ0795  STATE/COUNTY-  NE/DOUGLAS
 MJ0795  COUNTRY     -  US
 MJ0795  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0795
 MJ0795                         *CURRENT SURVEY CONTROL
 MJ0795  ______________________________________________________________________
 MJ0795* NAD 83(1986) POSITION- 41 12 47.     (N) 095 55 58.     (W)   SCALED
 MJ0795* NAVD 88 ORTHO HEIGHT -   316.700 (meters)     1039.04  (feet) ADJUSTED
 MJ0795  ______________________________________________________________________
 MJ0795  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 MJ0795  DYNAMIC HEIGHT  -        316.568 (meters)     1038.61  (feet) COMP
 MJ0795  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 MJ0795
 MJ0795  VERT ORDER      -  FIRST     CLASS II
 MJ0795
 MJ0795.The horizontal coordinates were scaled from a map and have
 MJ0795.an estimated accuracy of +/- 6 seconds.
 MJ0795
 MJ0795.The orthometric height was determined by differential leveling and
 MJ0795.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0795.in June 1991.
 MJ0795
 MJ0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0795.GEOID18 height accuracy estimate available here.
 MJ0795
 MJ0795.Click photographs - Photos may exist for this station.
 MJ0795
 MJ0795.The dynamic height is computed by dividing the NAVD 88
 MJ0795.geopotential number by the normal gravity value computed on the
 MJ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0795.degrees latitude (g = 980.6199 gals.).
 MJ0795
 MJ0795.The modeled gravity was interpolated from observed gravity values.
 MJ0795
 MJ0795;                    North         East    Units  Estimated Accuracy
 MJ0795;SPC NE       -   161,200.      840,850.      MT  (+/- 180 meters Scaled)
 MJ0795
 MJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541665(NAD 83)
 MJ0795
 MJ0795                          SUPERSEDED SURVEY CONTROL
 MJ0795
 MJ0795  NGVD 29 (??/??/92)  316.580  (m)         1038.65   (f) ADJ UNCH    1 2
 MJ0795
 MJ0795.Superseded values are not recommended for survey control.
 MJ0795
 MJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0795.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0795
 MJ0795_MARKER: DB = BENCH MARK DISK
 MJ0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0795_SP_SET: BRIDGE
 MJ0795_STAMPING: Q 253 1947
 MJ0795_MARK LOGO: CGS
 MJ0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0795
 MJ0795  HISTORY     - Date     Condition        Report By
 MJ0795  HISTORY     - 1947     MONUMENTED       CGS
 MJ0795  HISTORY     - 1976     POOR             NGS
 MJ0795
 MJ0795                          STATION DESCRIPTION
 MJ0795
 MJ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0795'AT OMAHA.
 MJ0795'AT THE INTERSECTION OF MISSOURI AVENUE AND RIVER DRIVE, AT THE
 MJ0795'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER, IN THE EAST FACE
 MJ0795'OF THE WEST UPRIGHT SUPPORT AT THE WEST END OF THE BRIDGE,
 MJ0795'40 FEET WEST OF THE CENTER LINE OF RIVER DRIVE AND 4 FEET HIGHER,
 MJ0795'24 FEET NORTH OF THE SOUTH END OF THE UPRIGHT SUPPORT, AND SET
 MJ0795'VERTICALLY.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 MJ0795
 MJ0795                          STATION RECOVERY (1976)
 MJ0795
 MJ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0795'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0666 ***********************************************************************
 MJ0666  DESIGNATION -  Q 254
 MJ0666  PID         -  MJ0666
 MJ0666  STATE/COUNTY-  NE/DOUGLAS
 MJ0666  COUNTRY     -  US
 MJ0666  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0666
 MJ0666                         *CURRENT SURVEY CONTROL
 MJ0666  ______________________________________________________________________
 MJ0666* NAD 83(1986) POSITION- 41 14 28.41   (N) 095 57 21.39   (W)   HD_HELD1
 MJ0666* NAVD 88 ORTHO HEIGHT -   349.730 (meters)     1147.41  (feet) ADJUSTED
 MJ0666  ______________________________________________________________________
 MJ0666  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 MJ0666  DYNAMIC HEIGHT  -        349.582 (meters)     1146.92  (feet) COMP
 MJ0666  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 MJ0666
 MJ0666  VERT ORDER      -  FIRST     CLASS II
 MJ0666
 MJ0666.The horizontal coordinates were determined by differentially corrected
 MJ0666.hand held GPS observations or other comparable positioning techniques
 MJ0666.and have an estimated accuracy of +/- 3 meters.
 MJ0666
 MJ0666.The orthometric height was determined by differential leveling and
 MJ0666.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0666.in June 1991.
 MJ0666
 MJ0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0666.GEOID18 height accuracy estimate available here.
 MJ0666
 MJ0666.Click photographs - Photos may exist for this station.
 MJ0666
 MJ0666.The dynamic height is computed by dividing the NAVD 88
 MJ0666.geopotential number by the normal gravity value computed on the
 MJ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0666.degrees latitude (g = 980.6199 gals.).
 MJ0666
 MJ0666.The modeled gravity was interpolated from observed gravity values.
 MJ0666
 MJ0666;                    North         East    Units  Estimated Accuracy
 MJ0666;SPC NE       -   164,236.2     838,768.4     MT  (+/- 3 meters HH1 GPS) 
 MJ0666
 MJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5229469750(NAD 83)
 MJ0666
 MJ0666                          SUPERSEDED SURVEY CONTROL
 MJ0666
 MJ0666  NGVD 29 (??/??/92)  349.628  (m)         1147.07   (f) ADJ UNCH    1 2
 MJ0666
 MJ0666.Superseded values are not recommended for survey control.
 MJ0666
 MJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0666.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0666
 MJ0666_MARKER: DB = BENCH MARK DISK
 MJ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0666_STAMPING: Q 254 1947
 MJ0666_MARK LOGO: CGS
 MJ0666_PROJECTION: FLUSH
 MJ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0666+STABILITY: SURFACE MOTION
 MJ0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0666+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 MJ0666
 MJ0666  HISTORY     - Date     Condition        Report By
 MJ0666  HISTORY     - 1947     MONUMENTED       CGS
 MJ0666  HISTORY     - 1976     GOOD             LOCSUR
 MJ0666  HISTORY     - 19890808 GOOD             NGS
 MJ0666
 MJ0666                          STATION DESCRIPTION
 MJ0666
 MJ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0666'AT OMAHA.
 MJ0666'AT OMAHA, ALONG THE EAST SIDE OF HANSCOM PARK AND AT THE JUNCTION
 MJ0666'OF PARK AVENUE AND SHIRLEY STREET, 78.3 FEET EAST SOUTHEAST
 MJ0666'OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION AND FLOOR OF A
 MJ0666'SERIES OF TENNIS COURTS, 20.5 FEET SOUTHWEST OF THE TOP OF A
 MJ0666'FIRE HYDRANT, 15.6 FEET WEST OF THE WEST EDGE OF THE WEST CURB
 MJ0666'OF PARK AVENUE, 6.4 FEET WEST OF THE WEST EDGE OF A CONCRETE
 MJ0666'WALK ALONG THE WEST SIDE OF PARK AVENUE, 5.1 FEET SOUTH OF THE
 MJ0666'SOUTH EDGE OF A CONCRETE WALK LEADING WEST ALONG THE SOUTH SIDE
 MJ0666'OF A SERIES OF TENNIS COURTS AND INTO THE PARK, 5.0 FEET WEST
 MJ0666'OF THE JUNCTION POINT OF TWO LINES MADE ON TOP OF A 1 FOOT
 MJ0666'REFERENCE BLOCK WHICH HAS USBM 5 STENCILED ON TOP AND WHICH
 MJ0666'IS FLUSH WITH THE GROUND, SET IN A CONCRETE POST WHICH IS IN
 MJ0666'LINE WITH THE NORTH CURB OF SHIRLEY STREET AND 0.4 FOOT UNDERGROUND.
 MJ0666
 MJ0666                          STATION RECOVERY (1976)
 MJ0666
 MJ0666'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0666'RECOVERED IN GOOD CONDITION.
 MJ0666
 MJ0666                          STATION RECOVERY (1989)
 MJ0666
 MJ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0810 ***********************************************************************
 MJ0810  DESIGNATION -  Q 255
 MJ0810  PID         -  MJ0810
 MJ0810  STATE/COUNTY-  NE/DOUGLAS
 MJ0810  COUNTRY     -  US
 MJ0810  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0810
 MJ0810                         *CURRENT SURVEY CONTROL
 MJ0810  ______________________________________________________________________
 MJ0810* NAD 83(1986) POSITION- 41 13 29.     (N) 095 58 34.     (W)   SCALED
 MJ0810* NAVD 88 ORTHO HEIGHT -   368.063 (meters)     1207.55  (feet) ADJUSTED
 MJ0810  ______________________________________________________________________
 MJ0810  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 MJ0810  DYNAMIC HEIGHT  -        367.908 (meters)     1207.04  (feet) COMP
 MJ0810  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 MJ0810
 MJ0810  VERT ORDER      -  FIRST     CLASS II
 MJ0810
 MJ0810.The horizontal coordinates were scaled from a map and have
 MJ0810.an estimated accuracy of +/- 6 seconds.
 MJ0810
 MJ0810.The orthometric height was determined by differential leveling and
 MJ0810.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0810.in June 1991.
 MJ0810
 MJ0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0810.GEOID18 height accuracy estimate available here.
 MJ0810
 MJ0810.Click photographs - Photos may exist for this station.
 MJ0810
 MJ0810.The dynamic height is computed by dividing the NAVD 88
 MJ0810.geopotential number by the normal gravity value computed on the
 MJ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0810.degrees latitude (g = 980.6199 gals.).
 MJ0810
 MJ0810.The modeled gravity was interpolated from observed gravity values.
 MJ0810
 MJ0810;                    North         East    Units  Estimated Accuracy
 MJ0810;SPC NE       -   162,330.      837,170.      MT  (+/- 180 meters Scaled)
 MJ0810
 MJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505679(NAD 83)
 MJ0810
 MJ0810                          SUPERSEDED SURVEY CONTROL
 MJ0810
 MJ0810  NGVD 29 (??/??/92)  367.941  (m)         1207.15   (f) ADJ UNCH    1 2
 MJ0810
 MJ0810.Superseded values are not recommended for survey control.
 MJ0810
 MJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0810.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0810
 MJ0810_MARKER: DB = BENCH MARK DISK
 MJ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0810_STAMPING: Q 255 1947
 MJ0810_MARK LOGO: CGS
 MJ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0810+STABILITY: SURFACE MOTION
 MJ0810
 MJ0810  HISTORY     - Date     Condition        Report By
 MJ0810  HISTORY     - 1947     MONUMENTED       CGS
 MJ0810  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0810
 MJ0810                          STATION DESCRIPTION
 MJ0810
 MJ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0810'AT OMAHA.
 MJ0810'AT OMAHA, IN THE 3600 BLOCK OF 42ND STREET, 15.7 FEET WEST OF
 MJ0810'THE WEST CURB OF 42ND STREET, 10.3 FEET EAST OF A 6-INCH LOCUST
 MJ0810'TREE, 7.0 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE DRIVE
 MJ0810'LEADING TO FRAME HOUSE NUMBER 3608 42ND STREET, ON LINE WITH
 MJ0810'A ROW OF TREES LEADING EAST FROM 42ND STREET AND THE PROPERTY
 MJ0810'LINE FENCE LEADING WEST FROM 42ND STREET, 5.0 FEET WEST OF THE
 MJ0810'JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE
 MJ0810'BLOCK WHICH IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM 5
 MJ0810'AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED ON THE TOP,
 MJ0810'SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 MJ0810
 MJ0810                          STATION RECOVERY (1955)
 MJ0810
 MJ0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0810'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0110 ***********************************************************************
 LG0110  DESIGNATION -  Q 257
 LG0110  PID         -  LG0110
 LG0110  STATE/COUNTY-  NE/OTOE
 LG0110  COUNTRY     -  US
 LG0110  USGS QUAD   -  DUNBAR (2017)
 LG0110
 LG0110                         *CURRENT SURVEY CONTROL
 LG0110  ______________________________________________________________________
 LG0110* NAD 83(1986) POSITION- 40 42 43.     (N) 096 01 31.     (W)   SCALED
 LG0110* NAVD 88 ORTHO HEIGHT -   373.408 (meters)     1225.09  (feet) ADJUSTED
 LG0110  ______________________________________________________________________
 LG0110  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 LG0110  DYNAMIC HEIGHT  -        373.218 (meters)     1224.47  (feet) COMP
 LG0110  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 LG0110
 LG0110  VERT ORDER      -  SECOND    CLASS 0
 LG0110
 LG0110.The horizontal coordinates were scaled from a map and have
 LG0110.an estimated accuracy of +/- 6 seconds.
 LG0110
 LG0110.The orthometric height was determined by differential leveling and
 LG0110.adjusted by the NATIONAL GEODETIC SURVEY
 LG0110.in June 1991.
 LG0110
 LG0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0110.GEOID18 height accuracy estimate available here.
 LG0110
 LG0110.Click photographs - Photos may exist for this station.
 LG0110
 LG0110.The dynamic height is computed by dividing the NAVD 88
 LG0110.geopotential number by the normal gravity value computed on the
 LG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0110.degrees latitude (g = 980.6199 gals.).
 LG0110
 LG0110.The modeled gravity was interpolated from observed gravity values.
 LG0110
 LG0110;                    North         East    Units  Estimated Accuracy
 LG0110;SPC NE       -   105,270.      835,670.      MT  (+/- 180 meters Scaled)
 LG0110
 LG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512110(NAD 83)
 LG0110
 LG0110                          SUPERSEDED SURVEY CONTROL
 LG0110
 LG0110  NGVD 29 (??/??/92)  373.292  (m)         1224.71   (f) ADJ UNCH    2 0
 LG0110
 LG0110.Superseded values are not recommended for survey control.
 LG0110
 LG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0110.See file dsdata.pdf to determine how the superseded data were derived.
 LG0110
 LG0110_MARKER: DB = BENCH MARK DISK
 LG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0110_STAMPING: Q 257 1947
 LG0110_MARK LOGO: CGS
 LG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0110+STABILITY: SURFACE MOTION
 LG0110
 LG0110  HISTORY     - Date     Condition        Report By
 LG0110  HISTORY     - 1947     MONUMENTED       CGS
 LG0110  HISTORY     - 20200204 MARK NOT FOUND   NEGS
 LG0110
 LG0110                          STATION DESCRIPTION
 LG0110
 LG0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0110'3.3 MI N FROM DUNBAR.
 LG0110'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0110'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0
 LG0110'MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD CROSSING, 201.0 FEET
 LG0110'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 167.0 FEET
 LG0110'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 67.8 FEET
 LG0110'SOUTHEAST OF THE SOUTHEAST CORNER OF SMALLFOOT SCHOOL
 LG0110'HOUSE-DISTRICT NO. 11, 32.0 FEET SOUTH OF THE SOUTHEAST CORNER
 LG0110'OF A CONCRETE WELL TOP, 14.8 FEET NORTH OF A 12 INCH WILD CHERRY
 LG0110'TREE, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A
 LG0110'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0110'ABOVE THE GROUND.
 LG0110
 LG0110                          STATION RECOVERY (2020)
 LG0110
 LG0110'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 LG0110'SEARCHED FOR.  NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0197 ***********************************************************************
 LJ0197  DESIGNATION -  Q 26
 LJ0197  PID         -  LJ0197
 LJ0197  STATE/COUNTY-  NE/DUNDY
 LJ0197  COUNTRY     -  US
 LJ0197  USGS QUAD   -  MAX SE (2017)
 LJ0197
 LJ0197                         *CURRENT SURVEY CONTROL
 LJ0197  ______________________________________________________________________
 LJ0197* NAD 83(1986) POSITION- 40 07 24.14   (N) 101 20 10.04   (W)   HD_HELD1
 LJ0197* NAVD 88 ORTHO HEIGHT -   871.928 (meters)     2860.65  (feet) ADJUSTED
 LJ0197  ______________________________________________________________________
 LJ0197  GEOID HEIGHT    -        -23.387 (meters)                     GEOID18
 LJ0197  DYNAMIC HEIGHT  -        871.313 (meters)     2858.63  (feet) COMP
 LJ0197  MODELED GRAVITY -    979,891.0   (mgal)                       NAVD 88
 LJ0197
 LJ0197  VERT ORDER      -  FIRST     CLASS II
 LJ0197
 LJ0197.The horizontal coordinates were determined by differentially corrected
 LJ0197.hand held GPS observations or other comparable positioning techniques
 LJ0197.and have an estimated accuracy of +/- 3 meters.
 LJ0197
 LJ0197.The orthometric height was determined by differential leveling and
 LJ0197.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0197.in June 1991.
 LJ0197
 LJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0197.GEOID18 height accuracy estimate available here.
 LJ0197
 LJ0197.Click photographs - Photos may exist for this station.
 LJ0197
 LJ0197.The dynamic height is computed by dividing the NAVD 88
 LJ0197.geopotential number by the normal gravity value computed on the
 LJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0197.degrees latitude (g = 980.6199 gals.).
 LJ0197
 LJ0197.The modeled gravity was interpolated from observed gravity values.
 LJ0197
 LJ0197;                    North         East    Units  Estimated Accuracy
 LJ0197;SPC NE       -    33,084.6     386,119.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0197
 LJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0093944066(NAD 83)
 LJ0197
 LJ0197                          SUPERSEDED SURVEY CONTROL
 LJ0197
 LJ0197  NGVD 29 (??/??/92)  871.581  (m)         2859.51   (f) ADJ UNCH    1 2
 LJ0197
 LJ0197.Superseded values are not recommended for survey control.
 LJ0197
 LJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0197
 LJ0197_MARKER: DB = BENCH MARK DISK
 LJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0197_STAMPING: 2859.512 Q 26 1933
 LJ0197_MARK LOGO: CGS
 LJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0197+STABILITY: SURFACE MOTION
 LJ0197
 LJ0197  HISTORY     - Date     Condition        Report By
 LJ0197  HISTORY     - 1933     MONUMENTED       CGS
 LJ0197  HISTORY     - 1943     GOOD             CGS
 LJ0197  HISTORY     - 1977     GOOD             NGS
 LJ0197
 LJ0197                          STATION DESCRIPTION
 LJ0197
 LJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LJ0197'4 MI E FROM MAX.
 LJ0197'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0197'FROM THE STATION AT MAX, DUNDY COUNTY, 2-1/2 POLES WEST OF
 LJ0197'MILEPOST 327, 79 FEET WEST OF A SIGNAL CASE, AT THE CROSSING
 LJ0197'OF A ROAD LEADING TO A FARMHOUSE, 48.3 FEET NORTH OF THE NORTH
 LJ0197'RAIL, 27 FEET EAST OF THE ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL
 LJ0197'OF THE GROUND.  A STANDARD DISK, STAMPED 2859.512 Q 26 1933 AND
 LJ0197'SET IN THE TOP OF A CONCRETE POST.
 LJ0197
 LJ0197                          STATION RECOVERY (1977)
 LJ0197
 LJ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0197'FROM THE CROSS STREET AT THE WEST SIDE OF THE GRAIN ELEVATOR IN MAX,
 LJ0197'GO EAST ON US HIGHWAY 34 FOR 3.6 MILES TO A ROAD ON THE RIGHT AND
 LJ0197'LARGE SIGN DOUBLETREE SADDLE SHOP, TURN RIGHT AND GO SOUTH ON
 LJ0197'GRAVELED ROAD FOR 0.2 MILE TO THE RAILROAD TRACK AND THE BENCH MARK
 LJ0197'ON THE LEFT 48.3 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK
 LJ0197'AND 27 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0757 ***********************************************************************
 LF0757  DESIGNATION -  Q 260
 LF0757  PID         -  LF0757
 LF0757  STATE/COUNTY-  NE/NEMAHA
 LF0757  COUNTRY     -  US
 LF0757  USGS QUAD   -  NEMAHA (2017)
 LF0757
 LF0757                         *CURRENT SURVEY CONTROL
 LF0757  ______________________________________________________________________
 LF0757* NAD 83(1986) POSITION- 40 18 22.     (N) 095 40 18.     (W)   SCALED
 LF0757* NAVD 88 ORTHO HEIGHT -   286.330 (meters)      939.40  (feet) ADJUSTED
 LF0757  ______________________________________________________________________
 LF0757  GEOID HEIGHT    -        -30.074 (meters)                     GEOID18
 LF0757  DYNAMIC HEIGHT  -        286.178 (meters)      938.90  (feet) COMP
 LF0757  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 LF0757
 LF0757  VERT ORDER      -  SECOND    CLASS 0
 LF0757
 LF0757.The horizontal coordinates were scaled from a map and have
 LF0757.an estimated accuracy of +/- 6 seconds.
 LF0757
 LF0757.The orthometric height was determined by differential leveling and
 LF0757.adjusted by the NATIONAL GEODETIC SURVEY
 LF0757.in June 1991.
 LF0757
 LF0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0757.GEOID18 height accuracy estimate available here.
 LF0757
 LF0757.Click photographs - Photos may exist for this station.
 LF0757
 LF0757.The dynamic height is computed by dividing the NAVD 88
 LF0757.geopotential number by the normal gravity value computed on the
 LF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0757.degrees latitude (g = 980.6199 gals.).
 LF0757
 LF0757.The modeled gravity was interpolated from observed gravity values.
 LF0757
 LF0757;                    North         East    Units  Estimated Accuracy
 LF0757;SPC NE       -    61,700.      867,760.      MT  (+/- 180 meters Scaled)
 LF0757
 LF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729651(NAD 83)
 LF0757
 LF0757                          SUPERSEDED SURVEY CONTROL
 LF0757
 LF0757  NGVD 29 (??/??/92)  286.256  (m)          939.16   (f) ADJ UNCH    2 0
 LF0757
 LF0757.Superseded values are not recommended for survey control.
 LF0757
 LF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0757.See file dsdata.pdf to determine how the superseded data were derived.
 LF0757
 LF0757_MARKER: DB = BENCH MARK DISK
 LF0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0757_STAMPING: Q 260 1947
 LF0757_MARK LOGO: CGS
 LF0757_PROJECTION: PROJECTING 3 CENTIMETERS
 LF0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0757+STABILITY: SURFACE MOTION
 LF0757
 LF0757  HISTORY     - Date     Condition        Report By
 LF0757  HISTORY     - 1947     MONUMENTED       CGS
 LF0757  HISTORY     - 1960     GOOD             CGS
 LF0757
 LF0757                          STATION DESCRIPTION
 LF0757
 LF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0757'2.4 MI S FROM NEMAHA.
 LF0757'2.45 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0757'AT NEMAHA, 0.3 MILE NORTH OF THE JUNCTION OF AN EAST-WEST
 LF0757'CROSS ROAD, 96.0 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE
 LF0757'WAY LEADING WEST TO A FARM HOUSE, 32.0 FEET WEST OF THE CENTER
 LF0757'OF THE HIGHWAY, 4.5 FEET NORTH OF A GUY WIRE BRACED POWER LINE
 LF0757'TRANSFORMER POLE, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN
 LF0757'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 LF0757'PROJECTING 0.1 FOOT.
 LF0757
 LF0757                          STATION RECOVERY (1960)
 LF0757
 LF0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LF0757'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0758 ***********************************************************************
 LF0758  DESIGNATION -  Q 260 RESET
 LF0758  PID         -  LF0758
 LF0758  STATE/COUNTY-  NE/NEMAHA
 LF0758  COUNTRY     -  US
 LF0758  USGS QUAD   -  NEMAHA (2017)
 LF0758
 LF0758                         *CURRENT SURVEY CONTROL
 LF0758  ______________________________________________________________________
 LF0758* NAD 83(1986) POSITION- 40 18 22.     (N) 095 40 18.     (W)   SCALED
 LF0758* NAVD 88 ORTHO HEIGHT -   284.61  (meters)      933.8   (feet) RESET
 LF0758  ______________________________________________________________________
 LF0758  GEOID HEIGHT    -        -30.074 (meters)                     GEOID18
 LF0758  VERT ORDER      -  THIRD
 LF0758
 LF0758.The horizontal coordinates were scaled from a map and have
 LF0758.an estimated accuracy of +/- 6 seconds.
 LF0758
 LF0758.The orthometric height was computed from unverified reset data.
 LF0758
 LF0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0758.GEOID18 height accuracy estimate available here.
 LF0758
 LF0758.Click photographs - Photos may exist for this station.
 LF0758
 LF0758;                    North         East    Units  Estimated Accuracy
 LF0758;SPC NE       -    61,700.      867,760.      MT  (+/- 180 meters Scaled)
 LF0758
 LF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729651(NAD 83)
 LF0758
 LF0758                          SUPERSEDED SURVEY CONTROL
 LF0758
 LF0758  NGVD 29 (??/??/??)  284.53   (m)          933.5    (f) RESET       3  
 LF0758
 LF0758.Superseded values are not recommended for survey control.
 LF0758
 LF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0758.See file dsdata.pdf to determine how the superseded data were derived.
 LF0758
 LF0758_MARKER: DB = BENCH MARK DISK
 LF0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0758_STAMPING: Q 260 RESET 1965
 LF0758_MARK LOGO: CGS
 LF0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0758+STABILITY: SURFACE MOTION
 LF0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0758+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 LF0758
 LF0758  HISTORY     - Date     Condition        Report By
 LF0758  HISTORY     - 1965     MONUMENTED       CGS
 LF0758  HISTORY     - 20120320 GOOD             NEGS
 LF0758  HISTORY     - 20130619 GOOD             JEOCON
 LF0758
 LF0758                          STATION DESCRIPTION
 LF0758
 LF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0758'2.4 MI S FROM NEMAHA.
 LF0758'2.45 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 LF0758'AT NEMAHA, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LF0758'18 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 LF0758'VACANT HOUSE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 LF0758'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0758'ABOUT 5 INCHES.
 LF0758
 LF0758                          STATION RECOVERY (2012)
 LF0758
 LF0758'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2012 (DM)
 LF0758'MARK WAS RECOVERED AS DESCRIBED.
 LF0758
 LF0758                          STATION RECOVERY (2013)
 LF0758
 LF0758'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0856 ***********************************************************************
 NM0856  DESIGNATION -  Q 261
 NM0856  PID         -  NM0856
 NM0856  STATE/COUNTY-  NE/DIXON
 NM0856  COUNTRY     -  US
 NM0856  USGS QUAD   -  PONCA (2017)
 NM0856
 NM0856                         *CURRENT SURVEY CONTROL
 NM0856  ______________________________________________________________________
 NM0856* NAD 83(1986) POSITION- 42 33 27.     (N) 096 42 15.     (W)   SCALED
 NM0856* NAVD 88 ORTHO HEIGHT -   349.577 (meters)     1146.90  (feet) ADJUSTED
 NM0856  ______________________________________________________________________
 NM0856  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM0856  DYNAMIC HEIGHT  -        349.468 (meters)     1146.55  (feet) COMP
 NM0856  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 NM0856
 NM0856  VERT ORDER      -  SECOND    CLASS 0
 NM0856
 NM0856.The horizontal coordinates were scaled from a map and have
 NM0856.an estimated accuracy of +/- 6 seconds.
 NM0856
 NM0856.The orthometric height was determined by differential leveling and
 NM0856.adjusted by the NATIONAL GEODETIC SURVEY
 NM0856.in June 1991.
 NM0856
 NM0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0856.GEOID18 height accuracy estimate available here.
 NM0856
 NM0856.Click photographs - Photos may exist for this station.
 NM0856
 NM0856.The dynamic height is computed by dividing the NAVD 88
 NM0856.geopotential number by the normal gravity value computed on the
 NM0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0856.degrees latitude (g = 980.6199 gals.).
 NM0856
 NM0856.The modeled gravity was interpolated from observed gravity values.
 NM0856
 NM0856;                    North         East    Units  Estimated Accuracy
 NM0856;SPC NE       -   307,630.      770,550.      MT  (+/- 180 meters Scaled)
 NM0856
 NM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN884142(NAD 83)
 NM0856
 NM0856                          SUPERSEDED SURVEY CONTROL
 NM0856
 NM0856  NGVD 29 (??/??/92)  349.402  (m)         1146.33   (f) ADJ UNCH    2 0
 NM0856
 NM0856.Superseded values are not recommended for survey control.
 NM0856
 NM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0856.See file dsdata.pdf to determine how the superseded data were derived.
 NM0856
 NM0856_MARKER: DB = BENCH MARK DISK
 NM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0856_STAMPING: Q 261 1948
 NM0856_MARK LOGO: CGS
 NM0856_PROJECTION: PROJECTING
 NM0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0856+STABILITY: SURFACE MOTION
 NM0856
 NM0856  HISTORY     - Date     Condition        Report By
 NM0856  HISTORY     - 1948     MONUMENTED       CGS
 NM0856  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0856  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0856
 NM0856                          STATION DESCRIPTION
 NM0856
 NM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0856'AT PONCA.
 NM0856'AT PONCA, 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM
 NM0856'THE CONCRETE BRIDGE OVER AOWA CREEK, ON THE SOUTH EDGE OF TOWN,
 NM0856'ABOUT 150.0 FEET NORTH OF THE JUNCTION OF THE OLD AND NEW HIGHWAY,
 NM0856'39.0 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 35.0 FEET
 NM0856'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 8.4 FEET
 NM0856'SOUTHEAST OF A TELEPHONE POLE, 1.1 FEET NORTH OF A FENCE, 1.2
 NM0856'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0856'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0856
 NM0856                          STATION RECOVERY (1962)
 NM0856
 NM0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0856'MARK NOT FOUND.
 NM0856
 NM0856                          STATION RECOVERY (2020)
 NM0856
 NM0856'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0856'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0574 ***********************************************************************
 NM0574  DESIGNATION -  Q 262
 NM0574  PID         -  NM0574
 NM0574  STATE/COUNTY-  NE/DAKOTA
 NM0574  COUNTRY     -  US
 NM0574  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0574
 NM0574                         *CURRENT SURVEY CONTROL
 NM0574  ______________________________________________________________________
 NM0574* NAD 83(1986) POSITION- 42 28 30.     (N) 096 24 51.     (W)   SCALED
 NM0574* NAVD 88 ORTHO HEIGHT -   335.836 (meters)     1101.82  (feet) ADJUSTED
 NM0574  ______________________________________________________________________
 NM0574  GEOID HEIGHT    -        -26.101 (meters)                     GEOID18
 NM0574  DYNAMIC HEIGHT  -        335.730 (meters)     1101.47  (feet) COMP
 NM0574  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 NM0574
 NM0574  VERT ORDER      -  SECOND    CLASS 0
 NM0574
 NM0574.The horizontal coordinates were scaled from a map and have
 NM0574.an estimated accuracy of +/- 6 seconds.
 NM0574
 NM0574.The orthometric height was determined by differential leveling and
 NM0574.adjusted by the NATIONAL GEODETIC SURVEY
 NM0574.in June 1991.
 NM0574
 NM0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0574.GEOID18 height accuracy estimate available here.
 NM0574
 NM0574.Click photographs - Photos may exist for this station.
 NM0574
 NM0574.The dynamic height is computed by dividing the NAVD 88
 NM0574.geopotential number by the normal gravity value computed on the
 NM0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0574.degrees latitude (g = 980.6199 gals.).
 NM0574
 NM0574.The modeled gravity was interpolated from observed gravity values.
 NM0574
 NM0574;                    North         East    Units  Estimated Accuracy
 NM0574;SPC NE       -   299,420.      794,730.      MT  (+/- 180 meters Scaled)
 NM0574
 NM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN125057(NAD 83)
 NM0574
 NM0574                          SUPERSEDED SURVEY CONTROL
 NM0574
 NM0574  NGVD 29 (??/??/92)  335.674  (m)         1101.29   (f) ADJ UNCH    2 0
 NM0574
 NM0574.Superseded values are not recommended for survey control.
 NM0574
 NM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0574.See file dsdata.pdf to determine how the superseded data were derived.
 NM0574
 NM0574_MARKER: DB = BENCH MARK DISK
 NM0574_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM0574+WITH SETTING: PAVEMENT
 NM0574_SP_SET: WATER TOWER BASE
 NM0574_STAMPING: Q 262 1948
 NM0574_MARK LOGO: CGS
 NM0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0574+STABILITY: SURFACE MOTION
 NM0574
 NM0574  HISTORY     - Date     Condition        Report By
 NM0574  HISTORY     - 1948     MONUMENTED       CGS
 NM0574  HISTORY     - 20070423 MARK NOT FOUND   GEOCAC
 NM0574
 NM0574                          STATION DESCRIPTION
 NM0574
 NM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0574'AT SOUTH SIOUX CITY.
 NM0574'AT SOUTH SIOUX CITY, AT THE CITY WATER TOWER, SET IN THE SOUTHEAST
 NM0574'SIDE OF THE SOUTHEAST CONCRETE BASE OF THE STEEL LEG OF TOWER,
 NM0574'33.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CITY HALL,
 NM0574'16.5 FEET NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY NO. 77.
 NM0574
 NM0574                          STATION RECOVERY (2007)
 NM0574
 NM0574'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NM0574'THE MARK IS PRESUMED TO HAVE BEEN DESTROYED WHEN THE TANK WAS RAZED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0423 ***********************************************************************
 LF0423  DESIGNATION -  Q 266
 LF0423  PID         -  LF0423
 LF0423  STATE/COUNTY-  NE/RICHARDSON
 LF0423  COUNTRY     -  US
 LF0423  USGS QUAD   -  BARADA (2017)
 LF0423
 LF0423                         *CURRENT SURVEY CONTROL
 LF0423  ______________________________________________________________________
 LF0423* NAD 83(1986) POSITION- 40 13 57.     (N) 095 30 19.     (W)   SCALED
 LF0423* NAVD 88 ORTHO HEIGHT -   266.662 (meters)      874.87  (feet) ADJUSTED
 LF0423  ______________________________________________________________________
 LF0423  GEOID HEIGHT    -        -30.541 (meters)                     GEOID18
 LF0423  DYNAMIC HEIGHT  -        266.516 (meters)      874.39  (feet) COMP
 LF0423  MODELED GRAVITY -    980,071.8   (mgal)                       NAVD 88
 LF0423
 LF0423  VERT ORDER      -  SECOND    CLASS 0
 LF0423
 LF0423.The horizontal coordinates were scaled from a map and have
 LF0423.an estimated accuracy of +/- 6 seconds.
 LF0423
 LF0423.The orthometric height was determined by differential leveling and
 LF0423.adjusted by the NATIONAL GEODETIC SURVEY
 LF0423.in June 1991.
 LF0423
 LF0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0423.GEOID18 height accuracy estimate available here.
 LF0423
 LF0423.Click photographs - Photos may exist for this station.
 LF0423
 LF0423.The dynamic height is computed by dividing the NAVD 88
 LF0423.geopotential number by the normal gravity value computed on the
 LF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0423.degrees latitude (g = 980.6199 gals.).
 LF0423
 LF0423.The modeled gravity was interpolated from observed gravity values.
 LF0423
 LF0423;                    North         East    Units  Estimated Accuracy
 LF0423;SPC NE       -    54,260.      882,310.      MT  (+/- 180 meters Scaled)
 LF0423
 LF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE868565(NAD 83)
 LF0423
 LF0423                          SUPERSEDED SURVEY CONTROL
 LF0423
 LF0423  NGVD 29 (??/??/92)  266.592  (m)          874.64   (f) ADJ UNCH    2 0
 LF0423
 LF0423.Superseded values are not recommended for survey control.
 LF0423
 LF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0423.See file dsdata.pdf to determine how the superseded data were derived.
 LF0423
 LF0423_MARKER: DB = BENCH MARK DISK
 LF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0423_STAMPING: Q 266 1947
 LF0423_MARK LOGO: CGS
 LF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0423+STABILITY: SURFACE MOTION
 LF0423
 LF0423  HISTORY     - Date     Condition        Report By
 LF0423  HISTORY     - 1947     MONUMENTED       CGS
 LF0423
 LF0423                          STATION DESCRIPTION
 LF0423
 LF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0423'6.2 MI E FROM BARADA.
 LF0423'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0423'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD
 LF0423'AND 0.8 MILE SOUTHEAST ALONG A COUNTY ROAD, IN THE NORTHWEST
 LF0423'END OF THE YARD AROUND A SQUARE 2-STORY FARM HOUSE, 90.8 FEET
 LF0423'NORTHWEST OF THE NORTH CORNER OF THE FARM HOUSE, 26.0 FEET
 LF0423'SOUTHWEST OF THE CENTER OF THE ROAD, 21.5 FEET SOUTHEAST OF A
 LF0423'FENCE CORNER POST, 2.0 FEET SOUTHEAST OF A REFERENCE POST, 1.0
 LF0423'FOOT SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A
 LF0423'CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0648 ***********************************************************************
 LF0648  DESIGNATION -  Q 267
 LF0648  PID         -  LF0648
 LF0648  STATE/COUNTY-  NE/RICHARDSON
 LF0648  COUNTRY     -  US
 LF0648  USGS QUAD   -  VERDON (2017)
 LF0648
 LF0648                         *CURRENT SURVEY CONTROL
 LF0648  ______________________________________________________________________
 LF0648* NAD 83(1986) POSITION- 40 08 44.     (N) 095 38 53.     (W)   SCALED
 LF0648* NAVD 88 ORTHO HEIGHT -   287.115 (meters)      941.98  (feet) ADJUSTED
 LF0648  ______________________________________________________________________
 LF0648  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 LF0648  DYNAMIC HEIGHT  -        286.956 (meters)      941.45  (feet) COMP
 LF0648  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LF0648
 LF0648  VERT ORDER      -  SECOND    CLASS 0
 LF0648
 LF0648.The horizontal coordinates were scaled from a map and have
 LF0648.an estimated accuracy of +/- 6 seconds.
 LF0648
 LF0648.The orthometric height was determined by differential leveling and
 LF0648.adjusted by the NATIONAL GEODETIC SURVEY
 LF0648.in June 1991.
 LF0648
 LF0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0648.GEOID18 height accuracy estimate available here.
 LF0648
 LF0648.Click photographs - Photos may exist for this station.
 LF0648
 LF0648.The dynamic height is computed by dividing the NAVD 88
 LF0648.geopotential number by the normal gravity value computed on the
 LF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0648.degrees latitude (g = 980.6199 gals.).
 LF0648
 LF0648.The modeled gravity was interpolated from observed gravity values.
 LF0648
 LF0648;                    North         East    Units  Estimated Accuracy
 LF0648;SPC NE       -    44,000.      870,660.      MT  (+/- 180 meters Scaled)
 LF0648
 LF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE744472(NAD 83)
 LF0648
 LF0648                          SUPERSEDED SURVEY CONTROL
 LF0648
 LF0648  NGVD 29 (??/??/92)  287.048  (m)          941.76   (f) ADJ UNCH    2 0
 LF0648
 LF0648.Superseded values are not recommended for survey control.
 LF0648
 LF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0648.See file dsdata.pdf to determine how the superseded data were derived.
 LF0648
 LF0648_MARKER: DB = BENCH MARK DISK
 LF0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0648_SP_SET: BRIDGE
 LF0648_STAMPING: Q 267 1947
 LF0648_MARK LOGO: CGS
 LF0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0648
 LF0648  HISTORY     - Date     Condition        Report By
 LF0648  HISTORY     - 1947     MONUMENTED       CGS
 LF0648  HISTORY     - 1980     GOOD             LOCSUR
 LF0648
 LF0648                          STATION DESCRIPTION
 LF0648
 LF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0648'3.4 MI E FROM VERDON.
 LF0648'3.35 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0648'PACIFIC RAILROAD STATION AT VERDON, AT THE EAST END OF A CONCRETE
 LF0648'BRIDE OVER MACKELROY CREEK, 0.25 MILE EAST OF A NORTH-SOUTH
 LF0648'CROSS ROAD, 16.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, SET
 LF0648'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING
 LF0648'WALL OF THE BRIDGE AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 LF0648
 LF0648                          STATION RECOVERY (1980)
 LF0648
 LF0648'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0649 ***********************************************************************
 LF0649  DESIGNATION -  Q 267 RESET
 LF0649  PID         -  LF0649
 LF0649  STATE/COUNTY-  NE/RICHARDSON
 LF0649  COUNTRY     -  US
 LF0649  USGS QUAD   -  VERDON (2017)
 LF0649
 LF0649                         *CURRENT SURVEY CONTROL
 LF0649  ______________________________________________________________________
 LF0649* NAD 83(1986) POSITION- 40 08 44.     (N) 095 38 53.     (W)   SCALED
 LF0649* NAVD 88 ORTHO HEIGHT -   288.01  (+/-2cm)      944.9   (feet) VERTCON
 LF0649  ______________________________________________________________________
 LF0649  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 LF0649  VERT ORDER      -  THIRD (See Below)
 LF0649
 LF0649.The horizontal coordinates were scaled from a map and have
 LF0649.an estimated accuracy of +/- 6 seconds.
 LF0649
 LF0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0649
 LF0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0649.GEOID18 height accuracy estimate available here.
 LF0649
 LF0649.The vertical order pertains to the NGVD 29 superseded value.
 LF0649
 LF0649.Click photographs - Photos may exist for this station.
 LF0649
 LF0649;                    North         East    Units  Estimated Accuracy
 LF0649;SPC NE       -    44,000.      870,660.      MT  (+/- 180 meters Scaled)
 LF0649
 LF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE744472(NAD 83)
 LF0649
 LF0649                          SUPERSEDED SURVEY CONTROL
 LF0649
 LF0649  NGVD 29 (01/31/13)  287.95   (m)          944.7    (f) RESET       3  
 LF0649
 LF0649.Superseded values are not recommended for survey control.
 LF0649
 LF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0649.See file dsdata.pdf to determine how the superseded data were derived.
 LF0649
 LF0649_MARKER: DV = VERTICAL CONTROL DISK
 LF0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0649_SP_SET: BRIDGE
 LF0649_STAMPING: Q 267 RESET 1974
 LF0649_MARK LOGO: NGS
 LF0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0649+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 LF0649
 LF0649  HISTORY     - Date     Condition        Report By
 LF0649  HISTORY     - 1974     MONUMENTED       NGS
 LF0649  HISTORY     - 1975     GOOD             NGS
 LF0649  HISTORY     - 20120710 GOOD             NEDR
 LF0649
 LF0649                          STATION DESCRIPTION
 LF0649
 LF0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0649'3.4 MI E FROM VERDON.
 LF0649'3.35 MILES EAST ALONG U.S. HIGHWAY 73 FROM THE HIGHWAY OVERPASS
 LF0649'AT VERDON IN THE NORTHWEST BRIDGE WING ABOUT 30 INCHES ABOVE
 LF0649'THE HIGHWAY, ABOUT 2 1/2 FEET EAST OF THE WEST EDGE AND 1 FOOT
 LF0649'WEST OF THE WEST EDGE OF A METAL RAIL.  A STANDARD DISK STAMPED
 LF0649'Q 267 RESET 1974, CEMENTED IN A DRILL HOLE IN THE BRIDGE WING.
 LF0649
 LF0649                          STATION RECOVERY (2012)
 LF0649
 LF0649'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0649'OUR ELEVATION WE GOT ON IT IS 944.856 88 DATUM IN FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0223 ***********************************************************************
 LH0223  DESIGNATION -  Q 268
 LH0223  PID         -  LH0223
 LH0223  STATE/COUNTY-  NE/NUCKOLLS
 LH0223  COUNTRY     -  US
 LH0223  USGS QUAD   -  GUIDE ROCK (2017)
 LH0223
 LH0223                         *CURRENT SURVEY CONTROL
 LH0223  ______________________________________________________________________
 LH0223* NAD 83(1986) POSITION- 40 03 53.     (N) 098 16 06.     (W)   SCALED
 LH0223* NAVD 88 ORTHO HEIGHT -   492.733 (meters)     1616.57  (feet) ADJUSTED
 LH0223  ______________________________________________________________________
 LH0223  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 LH0223  DYNAMIC HEIGHT  -        492.439 (meters)     1615.61  (feet) COMP
 LH0223  MODELED GRAVITY -    980,015.6   (mgal)                       NAVD 88
 LH0223
 LH0223  VERT ORDER      -  FIRST     CLASS II
 LH0223
 LH0223.The horizontal coordinates were scaled from a map and have
 LH0223.an estimated accuracy of +/- 6 seconds.
 LH0223
 LH0223.The orthometric height was determined by differential leveling and
 LH0223.adjusted by the NATIONAL GEODETIC SURVEY
 LH0223.in June 1991.
 LH0223
 LH0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0223.GEOID18 height accuracy estimate available here.
 LH0223
 LH0223.Click photographs - Photos may exist for this station.
 LH0223
 LH0223.The dynamic height is computed by dividing the NAVD 88
 LH0223.geopotential number by the normal gravity value computed on the
 LH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0223.degrees latitude (g = 980.6199 gals.).
 LH0223
 LH0223.The modeled gravity was interpolated from observed gravity values.
 LH0223
 LH0223;                    North         East    Units  Estimated Accuracy
 LH0223;SPC NE       -    27,170.      647,720.      MT  (+/- 180 meters Scaled)
 LH0223
 LH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK623351(NAD 83)
 LH0223
 LH0223                          SUPERSEDED SURVEY CONTROL
 LH0223
 LH0223  NGVD 29 (??/??/92)  492.536  (m)         1615.93   (f) ADJ UNCH    1 2
 LH0223
 LH0223.Superseded values are not recommended for survey control.
 LH0223
 LH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0223.See file dsdata.pdf to determine how the superseded data were derived.
 LH0223
 LH0223_MARKER: DB = BENCH MARK DISK
 LH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0223_STAMPING: Q 268 1947
 LH0223_MARK LOGO: CGS
 LH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0223+STABILITY: SURFACE MOTION
 LH0223
 LH0223  HISTORY     - Date     Condition        Report By
 LH0223  HISTORY     - 1947     MONUMENTED       CGS
 LH0223
 LH0223                          STATION DESCRIPTION
 LH0223
 LH0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0223'3.3 MI E FROM GUIDE ROCK.
 LH0223'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0223'FROM THE STATION AT GUIDE ROCK, AT A PRIVATE ROAD CROSSING,
 LH0223'59.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF WOODEN TRESTLE
 LH0223'NO. 181.59, 47.8 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 LH0223'12.0 FEET EAST OF A CONCRETE POST WHICH IS AT THE EAST END OF
 LH0223'AN IRON GATE ACROSS THE PRIVATE ROAD, 2.0 FEET EAST OF A REFERENCE
 LH0223'POST, 1.0 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A
 LH0223'CONCRETE POST ABOUT 1 FOOT BELOW THE TRACK AND PROJECTING 0.1
 LH0223'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0057 ***********************************************************************
 LH0057  DESIGNATION -  Q 269
 LH0057  PID         -  LH0057
 LH0057  STATE/COUNTY-  NE/HALL
 LH0057  COUNTRY     -  US
 LH0057  USGS QUAD   -  GRAND ISLAND (2017)
 LH0057
 LH0057                         *CURRENT SURVEY CONTROL
 LH0057  ______________________________________________________________________
 LH0057* NAD 83(1986) POSITION- 40 56 04.     (N) 098 19 03.     (W)   SCALED
 LH0057* NAVD 88 ORTHO HEIGHT -   559.866 (meters)     1836.83  (feet) ADJUSTED
 LH0057  ______________________________________________________________________
 LH0057  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 LH0057  DYNAMIC HEIGHT  -        559.571 (meters)     1835.86  (feet) COMP
 LH0057  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 LH0057
 LH0057  VERT ORDER      -  FIRST     CLASS II
 LH0057
 LH0057.The horizontal coordinates were scaled from a map and have
 LH0057.an estimated accuracy of +/- 6 seconds.
 LH0057
 LH0057.The orthometric height was determined by differential leveling and
 LH0057.adjusted by the NATIONAL GEODETIC SURVEY
 LH0057.in June 1991.
 LH0057
 LH0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0057.GEOID18 height accuracy estimate available here.
 LH0057
 LH0057.Click photographs - Photos may exist for this station.
 LH0057
 LH0057.The dynamic height is computed by dividing the NAVD 88
 LH0057.geopotential number by the normal gravity value computed on the
 LH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0057.degrees latitude (g = 980.6199 gals.).
 LH0057
 LH0057.The modeled gravity was interpolated from observed gravity values.
 LH0057
 LH0057;                    North         East    Units  Estimated Accuracy
 LH0057;SPC NE       -   123,630.      641,650.      MT  (+/- 180 meters Scaled)
 LH0057
 LH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL574317(NAD 83)
 LH0057
 LH0057                          SUPERSEDED SURVEY CONTROL
 LH0057
 LH0057  NGVD 29 (??/??/92)  559.615  (m)         1836.00   (f) ADJ UNCH    1 2
 LH0057
 LH0057.Superseded values are not recommended for survey control.
 LH0057
 LH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0057.See file dsdata.pdf to determine how the superseded data were derived.
 LH0057
 LH0057_MARKER: DB = BENCH MARK DISK
 LH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0057_STAMPING: Q 269 1947
 LH0057_MARK LOGO: CGS
 LH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0057+STABILITY: SURFACE MOTION
 LH0057
 LH0057  HISTORY     - Date     Condition        Report By
 LH0057  HISTORY     - 1947     MONUMENTED       CGS
 LH0057
 LH0057                          STATION DESCRIPTION
 LH0057
 LH0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0057'1.2 MI NE FROM GRAND ISLAND.
 LH0057'1.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 LH0057'STATION AT GRAND ISLAND, 138.6 FEET SOUTHWEST OF THE SOUTH CORNER
 LH0057'OF A WHITE FRAME BUILDING OWNED BY THE UNION PACIFIC RAILWAY
 LH0057'AND COMMONLY KNOWN AS THE MIDDLE, 30.5 FEET SOUTHEAST OF THE
 LH0057'SOUTHEAST RAIL OF THE FIRST TRACK NORTHWEST OF A ROW OF TELEGRAPH
 LH0057'POLES, 22.4 FEET NORTHEAST OF THE SOUTH POLE OF DOUBLE TELEGRAPH
 LH0057'POLES AND IN LINE WITH THE ROW OF TELEGRAPH POLES, 16.0 FEET
 LH0057'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 4.3 FEET EAST
 LH0057'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 LH0057'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0267 ***********************************************************************
 NO0267  DESIGNATION -  Q 27
 NO0267  PID         -  NO0267
 NO0267  STATE/COUNTY-  NE/GRANT
 NO0267  COUNTRY     -  US
 NO0267  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0267
 NO0267                         *CURRENT SURVEY CONTROL
 NO0267  ______________________________________________________________________
 NO0267* NAD 83(1986) POSITION- 42 02 59.     (N) 101 45 14.     (W)   SCALED
 NO0267* NAVD 88 ORTHO HEIGHT -  1132.980 (meters)     3717.12  (feet) ADJUSTED
 NO0267  ______________________________________________________________________
 NO0267  GEOID HEIGHT    -        -19.283 (meters)                     GEOID18
 NO0267  DYNAMIC HEIGHT  -       1132.354 (meters)     3715.06  (feet) COMP
 NO0267  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 NO0267
 NO0267  VERT ORDER      -  SECOND    CLASS 0
 NO0267
 NO0267.The horizontal coordinates were scaled from a map and have
 NO0267.an estimated accuracy of +/- 6 seconds.
 NO0267
 NO0267.The orthometric height was determined by differential leveling and
 NO0267.adjusted by the NATIONAL GEODETIC SURVEY
 NO0267.in June 1991.
 NO0267
 NO0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0267.GEOID18 height accuracy estimate available here.
 NO0267
 NO0267.Click photographs - Photos may exist for this station.
 NO0267
 NO0267.The dynamic height is computed by dividing the NAVD 88
 NO0267.geopotential number by the normal gravity value computed on the
 NO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0267.degrees latitude (g = 980.6199 gals.).
 NO0267
 NO0267.The modeled gravity was interpolated from observed gravity values.
 NO0267
 NO0267;                    North         East    Units  Estimated Accuracy
 NO0267;SPC NE       -   247,550.      354,860.      MT  (+/- 180 meters Scaled)
 NO0267
 NO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM720589(NAD 83)
 NO0267
 NO0267                          SUPERSEDED SURVEY CONTROL
 NO0267
 NO0267  NGVD 29 (??/??/92) 1132.508  (m)         3715.57   (f) ADJ UNCH    2 0
 NO0267
 NO0267.Superseded values are not recommended for survey control.
 NO0267
 NO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0267.See file dsdata.pdf to determine how the superseded data were derived.
 NO0267
 NO0267_MARKER: DB = BENCH MARK DISK
 NO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0267_STAMPING: Q 27 1934
 NO0267_MARK LOGO: CGS
 NO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0267+STABILITY: SURFACE MOTION
 NO0267
 NO0267  HISTORY     - Date     Condition        Report By
 NO0267  HISTORY     - 1934     MONUMENTED       CGS
 NO0267
 NO0267                          STATION DESCRIPTION
 NO0267
 NO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0267'4.2 MI N FROM HYANNIS.
 NO0267'HYANNIS, ABOUT 4.2 MI. N. OF ALONG RD. PAST H, DAVIS RANCH,
 NO0267'ABOUT 0.5 MI. NE. OF POINT WHERE IMPROVED RD. ENDS, NEAR CENTER
 NO0267'OF SW 1/4 SEC. 17, T. 24 N., R. 38 W., 82 FT. W. OF CATTLE
 NO0267'GUARD, 4 FT. N. AND 4 FT. E. OF T-FENCE E.  AT FENCE CORNER
 NO0267'3.5 FT E OF T FENCE AND 4 FT N OF FENCE RUNNING E AND W, 82 FT
 NO0267'W OF CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0268 ***********************************************************************
 NO0268  DESIGNATION -  Q 27 RESET
 NO0268  PID         -  NO0268
 NO0268  STATE/COUNTY-  NE/GRANT
 NO0268  COUNTRY     -  US
 NO0268  USGS QUAD   -  HYANNIS NORTH (2017)
 NO0268
 NO0268                         *CURRENT SURVEY CONTROL
 NO0268  ______________________________________________________________________
 NO0268* NAD 83(1986) POSITION- 42 02 58.     (N) 101 45 15.     (W)   SCALED
 NO0268* NAVD 88 ORTHO HEIGHT -  3719.48  (+/-2cm)    12203.0   (feet) VERTCON
 NO0268  ______________________________________________________________________
 NO0268  GEOID HEIGHT    -        -19.283 (meters)                     GEOID18
 NO0268  VERT ORDER      -  ? (See Below)
 NO0268
 NO0268.The horizontal coordinates were scaled from a map and have
 NO0268.an estimated accuracy of +/- 6 seconds.
 NO0268
 NO0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0268
 NO0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0268.GEOID18 height accuracy estimate available here.
 NO0268
 NO0268.The vertical order pertains to the NGVD 29 superseded value.
 NO0268
 NO0268.Click photographs - Photos may exist for this station.
 NO0268
 NO0268;                    North         East    Units  Estimated Accuracy
 NO0268;SPC NE       -   247,520.      354,830.      MT  (+/- 180 meters Scaled)
 NO0268
 NO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM720589(NAD 83)
 NO0268
 NO0268                          SUPERSEDED SURVEY CONTROL
 NO0268
 NO0268  NGVD 29 (??/??/92) 3719.010  (m)        12201.45   (f) ADJ UNCH       
 NO0268
 NO0268.Superseded values are not recommended for survey control.
 NO0268
 NO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0268.See file dsdata.pdf to determine how the superseded data were derived.
 NO0268
 NO0268_MARKER: DB = BENCH MARK DISK
 NO0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0268_STAMPING: Q 27 RESET 1955
 NO0268_MARK LOGO: CGS
 NO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0268+STABILITY: SURFACE MOTION
 NO0268
 NO0268  HISTORY     - Date     Condition        Report By
 NO0268  HISTORY     - 1955     MONUMENTED       NEDR
 NO0268  HISTORY     - 1956     GOOD             CGS
 NO0268
 NO0268                          STATION DESCRIPTION
 NO0268
 NO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NO0268'3.7 MI N FROM HYANNIS.
 NO0268'3.7 MILES NORTH ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT COUNTY,
 NO0268'50 FEET OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 193+22,
 NO0268'7.5 FEET NORTH OF A T-FENCE CORNER, AND 2.3 FEET EAST OF A
 NO0268'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED Q 27 RESET
 NO0268'1955 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1429 ***********************************************************************
 NM1429  DESIGNATION -  Q 270
 NM1429  PID         -  NM1429
 NM1429  STATE/COUNTY-  NE/KNOX
 NM1429  COUNTRY     -  US
 NM1429  USGS QUAD   -  TABOR SE (2017)
 NM1429
 NM1429                         *CURRENT SURVEY CONTROL
 NM1429  ______________________________________________________________________
 NM1429* NAD 83(1986) POSITION- 42 50 18.     (N) 097 32 37.     (W)   SCALED
 NM1429* NAVD 88 ORTHO HEIGHT -   361.092 (meters)     1184.68  (feet) ADJUSTED
 NM1429  ______________________________________________________________________
 NM1429  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 NM1429  DYNAMIC HEIGHT  -        360.982 (meters)     1184.32  (feet) COMP
 NM1429  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 NM1429
 NM1429  VERT ORDER      -  SECOND    CLASS 0
 NM1429
 NM1429.The horizontal coordinates were scaled from a map and have
 NM1429.an estimated accuracy of +/- 6 seconds.
 NM1429
 NM1429.The orthometric height was determined by differential leveling and
 NM1429.adjusted by the NATIONAL GEODETIC SURVEY
 NM1429.in June 1991.
 NM1429
 NM1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1429.GEOID18 height accuracy estimate available here.
 NM1429
 NM1429.Click photographs - Photos may exist for this station.
 NM1429
 NM1429.The dynamic height is computed by dividing the NAVD 88
 NM1429.geopotential number by the normal gravity value computed on the
 NM1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1429.degrees latitude (g = 980.6199 gals.).
 NM1429
 NM1429.The modeled gravity was interpolated from observed gravity values.
 NM1429
 NM1429;                    North         East    Units  Estimated Accuracy
 NM1429;SPC NE       -   336,520.      700,780.      MT  (+/- 180 meters Scaled)
 NM1429
 NM1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN190438(NAD 83)
 NM1429
 NM1429                          SUPERSEDED SURVEY CONTROL
 NM1429
 NM1429  NGVD 29 (??/??/92)  360.882  (m)         1183.99   (f) ADJ UNCH    2 0
 NM1429
 NM1429.Superseded values are not recommended for survey control.
 NM1429
 NM1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1429.See file dsdata.pdf to determine how the superseded data were derived.
 NM1429
 NM1429_MARKER: DB = BENCH MARK DISK
 NM1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1429_STAMPING: Q 270 1949
 NM1429_MARK LOGO: CGS
 NM1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1429+STABILITY: SURFACE MOTION
 NM1429
 NM1429  HISTORY     - Date     Condition        Report By
 NM1429  HISTORY     - 1949     MONUMENTED       CGS
 NM1429
 NM1429                          STATION DESCRIPTION
 NM1429
 NM1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1429'10.2 MI NW FROM CROFTON.
 NM1429'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1429'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1429'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1429'ROAD, AT A CURVE IN THE DIRT ROAD, 24 YARDS (PACED) SOUTH OF THE
 NM1429'MISSOURI RIVER BANK, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NM1429'CURVE, 1.4 FEET NORTH OF A FENCE LINE, 1.7 FEET WEST OF A REFERENCE
 NM1429'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM1429'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1395 ***********************************************************************
 NM1395  DESIGNATION -  Q 271
 NM1395  PID         -  NM1395
 NM1395  STATE/COUNTY-  NE/KNOX
 NM1395  COUNTRY     -  US
 NM1395  USGS QUAD   -  SANTEE (2017)
 NM1395
 NM1395                         *CURRENT SURVEY CONTROL
 NM1395  ______________________________________________________________________
 NM1395* NAD 83(1986) POSITION- 42 48 50.     (N) 097 48 45.     (W)   SCALED
 NM1395* NAVD 88 ORTHO HEIGHT -   484.336 (meters)     1589.03  (feet) ADJUSTED
 NM1395  ______________________________________________________________________
 NM1395  GEOID HEIGHT    -        -25.867 (meters)                     GEOID18
 NM1395  DYNAMIC HEIGHT  -        484.170 (meters)     1588.48  (feet) COMP
 NM1395  MODELED GRAVITY -    980,264.9   (mgal)                       NAVD 88
 NM1395
 NM1395  VERT ORDER      -  SECOND    CLASS 0
 NM1395
 NM1395.The horizontal coordinates were scaled from a map and have
 NM1395.an estimated accuracy of +/- 6 seconds.
 NM1395
 NM1395.The orthometric height was determined by differential leveling and
 NM1395.adjusted by the NATIONAL GEODETIC SURVEY
 NM1395.in June 1991.
 NM1395
 NM1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1395.GEOID18 height accuracy estimate available here.
 NM1395
 NM1395.Click photographs - Photos may exist for this station.
 NM1395
 NM1395.The dynamic height is computed by dividing the NAVD 88
 NM1395.geopotential number by the normal gravity value computed on the
 NM1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1395.degrees latitude (g = 980.6199 gals.).
 NM1395
 NM1395.The modeled gravity was interpolated from observed gravity values.
 NM1395
 NM1395;                    North         East    Units  Estimated Accuracy
 NM1395;SPC NE       -   333,210.      678,880.      MT  (+/- 180 meters Scaled)
 NM1395
 NM1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN970408(NAD 83)
 NM1395
 NM1395                          SUPERSEDED SURVEY CONTROL
 NM1395
 NM1395  NGVD 29 (??/??/92)  484.105  (m)         1588.27   (f) ADJ UNCH    2 0
 NM1395
 NM1395.Superseded values are not recommended for survey control.
 NM1395
 NM1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1395.See file dsdata.pdf to determine how the superseded data were derived.
 NM1395
 NM1395_MARKER: DB = BENCH MARK DISK
 NM1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1395_STAMPING: Q 271 1949
 NM1395_MARK LOGO: CGS
 NM1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1395+STABILITY: SURFACE MOTION
 NM1395
 NM1395  HISTORY     - Date     Condition        Report By
 NM1395  HISTORY     - 1949     MONUMENTED       CGS
 NM1395
 NM1395                          STATION DESCRIPTION
 NM1395
 NM1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1395'3.2 MI SE FROM SANTEE.
 NM1395'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1395'HALL AT SANTEE, THENCE 2.55 MILES SOUTHEAST ALONG A GRAVELED
 NM1395'ROAD, 62 YARDS (PACED) NORTHWEST OF THE NORTH EDGE OF A RAVINE,
 NM1395'29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 NM1395'SOUTHWEST OF THE CENTER ONE OF THREE BRACE POSTS IN THE
 NM1395'SOUTHEAST-NORTHWEST FENCE LINE, 1.6 FEET NORTHWEST OF A REFERENCE
 NM1395'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM1395'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1047 ***********************************************************************
 NM1047  DESIGNATION -  Q 272
 NM1047  PID         -  NM1047
 NM1047  STATE/COUNTY-  NE/CEDAR
 NM1047  COUNTRY     -  US
 NM1047  USGS QUAD   -  MENOMINEE (2017)
 NM1047
 NM1047                         *CURRENT SURVEY CONTROL
 NM1047  ______________________________________________________________________
 NM1047* NAD 83(1986) POSITION- 42 49 26.     (N) 097 15 44.     (W)   SCALED
 NM1047* NAVD 88 ORTHO HEIGHT -   356.260 (meters)     1168.83  (feet) ADJUSTED
 NM1047  ______________________________________________________________________
 NM1047  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 NM1047  DYNAMIC HEIGHT  -        356.157 (meters)     1168.49  (feet) COMP
 NM1047  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 NM1047
 NM1047  VERT ORDER      -  SECOND    CLASS 0
 NM1047
 NM1047.The horizontal coordinates were scaled from a map and have
 NM1047.an estimated accuracy of +/- 6 seconds.
 NM1047
 NM1047.The orthometric height was determined by differential leveling and
 NM1047.adjusted by the NATIONAL GEODETIC SURVEY
 NM1047.in June 1991.
 NM1047
 NM1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1047.GEOID18 height accuracy estimate available here.
 NM1047
 NM1047.Click photographs - Photos may exist for this station.
 NM1047
 NM1047.The dynamic height is computed by dividing the NAVD 88
 NM1047.geopotential number by the normal gravity value computed on the
 NM1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1047.degrees latitude (g = 980.6199 gals.).
 NM1047
 NM1047.The modeled gravity was interpolated from observed gravity values.
 NM1047
 NM1047;                    North         East    Units  Estimated Accuracy
 NM1047;SPC NE       -   335,600.      723,820.      MT  (+/- 180 meters Scaled)
 NM1047
 NM1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN420427(NAD 83)
 NM1047
 NM1047                          SUPERSEDED SURVEY CONTROL
 NM1047
 NM1047  NGVD 29 (??/??/92)  356.056  (m)         1168.16   (f) ADJ UNCH    2 0
 NM1047
 NM1047.Superseded values are not recommended for survey control.
 NM1047
 NM1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1047.See file dsdata.pdf to determine how the superseded data were derived.
 NM1047
 NM1047_MARKER: DB = BENCH MARK DISK
 NM1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1047_STAMPING: Q 272 1949
 NM1047_MARK LOGO: CGS
 NM1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1047+STABILITY: SURFACE MOTION
 NM1047
 NM1047  HISTORY     - Date     Condition        Report By
 NM1047  HISTORY     - 1949     MONUMENTED       CGS
 NM1047
 NM1047                          STATION DESCRIPTION
 NM1047
 NM1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1047'1.7 MI NW FROM ST HELENA.
 NM1047'0.25 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CATHOLIC
 NM1047'CHURCH AT ST. HELENA, THENCE 0.55 MILE WEST ALONG A GRADED DIRT
 NM1047'ROAD, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.6
 NM1047'MILE NORTH ALONG A GRAVELED ROAD, AT THE FOOT OF A STEEP BLUFF
 NM1047'AND AT THE BOTTOM OF A LONG UP GRADE, 50 FEET WEST OF THE CENTER
 NM1047'LINE OF THE ROAD, 11 FEET SOUTHWEST OF THE CENTER LINE OF A
 NM1047'PRIVATE ROAD LEADING NORTHWEST ALONG THE FOOT OF THE BLUFF,
 NM1047'4 FEET NORTHEAST OF THE BOTTOM SLOPE OF THE BLUFF, 4.0 FEET
 NM1047'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1047'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0008 ***********************************************************************
 NN0008  DESIGNATION -  Q 273
 NN0008  PID         -  NN0008
 NN0008  STATE/COUNTY-  NE/BOYD
 NN0008  COUNTRY     -  US
 NN0008  USGS QUAD   -  LYNCH (2017)
 NN0008
 NN0008                         *CURRENT SURVEY CONTROL
 NN0008  ______________________________________________________________________
 NN0008* NAD 83(1986) POSITION- 42 49 42.     (N) 098 25 29.     (W)   SCALED
 NN0008* NAVD 88 ORTHO HEIGHT -   419.800 (meters)     1377.29  (feet) ADJUSTED
 NN0008  ______________________________________________________________________
 NN0008  GEOID HEIGHT    -        -25.863 (meters)                     GEOID18
 NN0008  DYNAMIC HEIGHT  -        419.652 (meters)     1376.81  (feet) COMP
 NN0008  MODELED GRAVITY -    980,255.7   (mgal)                       NAVD 88
 NN0008
 NN0008  VERT ORDER      -  SECOND    CLASS 0
 NN0008
 NN0008.The horizontal coordinates were scaled from a map and have
 NN0008.an estimated accuracy of +/- 6 seconds.
 NN0008
 NN0008.The orthometric height was determined by differential leveling and
 NN0008.adjusted by the NATIONAL GEODETIC SURVEY
 NN0008.in June 1991.
 NN0008
 NN0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0008.GEOID18 height accuracy estimate available here.
 NN0008
 NN0008.Click photographs - Photos may exist for this station.
 NN0008
 NN0008.The dynamic height is computed by dividing the NAVD 88
 NN0008.geopotential number by the normal gravity value computed on the
 NN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0008.degrees latitude (g = 980.6199 gals.).
 NN0008
 NN0008.The modeled gravity was interpolated from observed gravity values.
 NN0008
 NN0008;                    North         East    Units  Estimated Accuracy
 NN0008;SPC NE       -   333,730.      628,790.      MT  (+/- 180 meters Scaled)
 NN0008
 NN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470419(NAD 83)
 NN0008
 NN0008                          SUPERSEDED SURVEY CONTROL
 NN0008
 NN0008  NGVD 29 (??/??/92)  419.529  (m)         1376.40   (f) ADJ UNCH    2 0
 NN0008
 NN0008.Superseded values are not recommended for survey control.
 NN0008
 NN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0008.See file dsdata.pdf to determine how the superseded data were derived.
 NN0008
 NN0008_MARKER: DB = BENCH MARK DISK
 NN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0008_STAMPING: Q 273 1949
 NN0008_MARK LOGO: CGS
 NN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0008+STABILITY: SURFACE MOTION
 NN0008
 NN0008  HISTORY     - Date     Condition        Report By
 NN0008  HISTORY     - 1949     MONUMENTED       CGS
 NN0008
 NN0008                          STATION DESCRIPTION
 NN0008
 NN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0008'2.3 MI E FROM LYNCH.
 NN0008'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0008'THE STATION AT LYNCH, ABOUT ON THE CENTER LINE OF THE NORTH-SOUTH
 NN0008'RUNWAY OF THE WOOLF BROS. AIRPORT, 143.5 FEET SOUTH OF THE SOUTH
 NN0008'RAIL OF THE TRACK, 79.5 FEET SOUTHEAST OF THE FIRST POLE EAST
 NN0008'OF MILEPOST NO. 86, 83.7 FEET SOUTHWEST OF THE SECOND POLE EAST OF
 NN0008'MILEPOST NO. 86, 172.6 FEET SOUTHEAST OF BENCH MARK B 37, 35.0
 NN0008'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 12, 1.4 FEET
 NN0008'SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE
 NN0008'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0930 ***********************************************************************
 NM0930  DESIGNATION -  Q 274
 NM0930  PID         -  NM0930
 NM0930  STATE/COUNTY-  NE/DIXON
 NM0930  COUNTRY     -  US
 NM0930  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0930
 NM0930                         *CURRENT SURVEY CONTROL
 NM0930  ______________________________________________________________________
 NM0930* NAD 83(1986) POSITION- 42 30 37.     (N) 096 59 46.     (W)   SCALED
 NM0930* NAVD 88 ORTHO HEIGHT -   482.672 (meters)     1583.57  (feet) ADJUSTED
 NM0930  ______________________________________________________________________
 NM0930  GEOID HEIGHT    -        -25.184 (meters)                     GEOID18
 NM0930  DYNAMIC HEIGHT  -        482.513 (meters)     1583.04  (feet) COMP
 NM0930  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 NM0930
 NM0930  VERT ORDER      -  SECOND    CLASS 0
 NM0930
 NM0930.The horizontal coordinates were scaled from a map and have
 NM0930.an estimated accuracy of +/- 6 seconds.
 NM0930
 NM0930.The orthometric height was determined by differential leveling and
 NM0930.adjusted by the NATIONAL GEODETIC SURVEY
 NM0930.in June 1991.
 NM0930
 NM0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0930.GEOID18 height accuracy estimate available here.
 NM0930
 NM0930.Click photographs - Photos may exist for this station.
 NM0930
 NM0930.The dynamic height is computed by dividing the NAVD 88
 NM0930.geopotential number by the normal gravity value computed on the
 NM0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0930.degrees latitude (g = 980.6199 gals.).
 NM0930
 NM0930.The modeled gravity was interpolated from observed gravity values.
 NM0930
 NM0930;                    North         East    Units  Estimated Accuracy
 NM0930;SPC NE       -   301,510.      746,780.      MT  (+/- 180 meters Scaled)
 NM0930
 NM0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646083(NAD 83)
 NM0930
 NM0930                          SUPERSEDED SURVEY CONTROL
 NM0930
 NM0930  NGVD 29 (??/??/92)  482.478  (m)         1582.93   (f) ADJ UNCH    2 0
 NM0930
 NM0930.Superseded values are not recommended for survey control.
 NM0930
 NM0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0930.See file dsdata.pdf to determine how the superseded data were derived.
 NM0930
 NM0930_MARKER: DB = BENCH MARK DISK
 NM0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0930_STAMPING: Q 274 1949
 NM0930_MARK LOGO: CGS
 NM0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0930+STABILITY: SURFACE MOTION
 NM0930
 NM0930  HISTORY     - Date     Condition        Report By
 NM0930  HISTORY     - 1949     MONUMENTED       CGS
 NM0930  HISTORY     - 1966     GOOD             USGS
 NM0930
 NM0930                          STATION DESCRIPTION
 NM0930
 NM0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0930'6.8 MI N FROM DIXON.
 NM0930'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0930'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0930'STATE HIGHWAY 116, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT
 NM0930'ROAD, 60 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23
 NM0930'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 25.5 FEET WEST
 NM0930'OF A FENCE CORNER POST, 23.0 FEET EAST OF THE CENTER OF A WIRE
 NM0930'GATE, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST
 NM0930'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0930'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0930
 NM0930                          STATION RECOVERY (1966)
 NM0930
 NM0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0913 ***********************************************************************
 NM0913  DESIGNATION -  Q 275
 NM0913  PID         -  NM0913
 NM0913  STATE/COUNTY-  NE/DIXON
 NM0913  COUNTRY     -  US
 NM0913  USGS QUAD   -  MASKELL (2017)
 NM0913
 NM0913                         *CURRENT SURVEY CONTROL
 NM0913  ______________________________________________________________________
 NM0913* NAD 83(1986) POSITION- 42 41 21.     (N) 096 58 54.     (W)   SCALED
 NM0913* NAVD 88 ORTHO HEIGHT -   393.546 (meters)     1291.16  (feet) ADJUSTED
 NM0913  ______________________________________________________________________
 NM0913  GEOID HEIGHT    -        -25.523 (meters)                     GEOID18
 NM0913  DYNAMIC HEIGHT  -        393.421 (meters)     1290.75  (feet) COMP
 NM0913  MODELED GRAVITY -    980,291.8   (mgal)                       NAVD 88
 NM0913
 NM0913  VERT ORDER      -  SECOND    CLASS 0
 NM0913
 NM0913.The horizontal coordinates were scaled from a map and have
 NM0913.an estimated accuracy of +/- 6 seconds.
 NM0913
 NM0913.The orthometric height was determined by differential leveling and
 NM0913.adjusted by the NATIONAL GEODETIC SURVEY
 NM0913.in June 1991.
 NM0913
 NM0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0913.GEOID18 height accuracy estimate available here.
 NM0913
 NM0913.Click photographs - Photos may exist for this station.
 NM0913
 NM0913.The dynamic height is computed by dividing the NAVD 88
 NM0913.geopotential number by the normal gravity value computed on the
 NM0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0913.degrees latitude (g = 980.6199 gals.).
 NM0913
 NM0913.The modeled gravity was interpolated from observed gravity values.
 NM0913
 NM0913;                    North         East    Units  Estimated Accuracy
 NM0913;SPC NE       -   321,410.      747,270.      MT  (+/- 180 meters Scaled)
 NM0913
 NM0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN653282(NAD 83)
 NM0913
 NM0913                          SUPERSEDED SURVEY CONTROL
 NM0913
 NM0913  NGVD 29 (??/??/92)  393.345  (m)         1290.50   (f) ADJ UNCH    2 0
 NM0913
 NM0913.Superseded values are not recommended for survey control.
 NM0913
 NM0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0913.See file dsdata.pdf to determine how the superseded data were derived.
 NM0913
 NM0913_MARKER: DB = BENCH MARK DISK
 NM0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0913_SP_SET: WALL
 NM0913_STAMPING: Q 275 1949
 NM0913_MARK LOGO: CGS
 NM0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0913
 NM0913  HISTORY     - Date     Condition        Report By
 NM0913  HISTORY     - 1949     MONUMENTED       CGS
 NM0913
 NM0913                          STATION DESCRIPTION
 NM0913
 NM0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0913'AT MASKELL.
 NM0913'AT MASKELL, 2.4 FEET SOUTHOF THE NORTHWEST CORNER OF AND SET
 NM0913'VERTICALLY 2.8 FEET ABOVE THE GROUND IN THE WEST BRICK WALL
 NM0913'OF THE MASKELL HIGH SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1067 ***********************************************************************
 NM1067  DESIGNATION -  Q 276
 NM1067  PID         -  NM1067
 NM1067  STATE/COUNTY-  NE/DIXON
 NM1067  COUNTRY     -  US
 NM1067  USGS QUAD   -  OBERT (2017)
 NM1067
 NM1067                         *CURRENT SURVEY CONTROL
 NM1067  ______________________________________________________________________
 NM1067* NAD 83(1986) POSITION- 42 44 01.     (N) 097 00 54.     (W)   SCALED
 NM1067* NAVD 88 ORTHO HEIGHT -   350.387 (meters)     1149.56  (feet) ADJUSTED
 NM1067  ______________________________________________________________________
 NM1067  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 NM1067  DYNAMIC HEIGHT  -        350.279 (meters)     1149.21  (feet) COMP
 NM1067  MODELED GRAVITY -    980,302.7   (mgal)                       NAVD 88
 NM1067
 NM1067  VERT ORDER      -  SECOND    CLASS 0
 NM1067
 NM1067.The horizontal coordinates were scaled from a map and have
 NM1067.an estimated accuracy of +/- 6 seconds.
 NM1067
 NM1067.The orthometric height was determined by differential leveling and
 NM1067.adjusted by the NATIONAL GEODETIC SURVEY
 NM1067.in June 1991.
 NM1067
 NM1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1067.GEOID18 height accuracy estimate available here.
 NM1067
 NM1067.Click photographs - Photos may exist for this station.
 NM1067
 NM1067.The dynamic height is computed by dividing the NAVD 88
 NM1067.geopotential number by the normal gravity value computed on the
 NM1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1067.degrees latitude (g = 980.6199 gals.).
 NM1067
 NM1067.The modeled gravity was interpolated from observed gravity values.
 NM1067
 NM1067;                    North         East    Units  Estimated Accuracy
 NM1067;SPC NE       -   326,250.      744,370.      MT  (+/- 180 meters Scaled)
 NM1067
 NM1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN624331(NAD 83)
 NM1067
 NM1067                          SUPERSEDED SURVEY CONTROL
 NM1067
 NM1067  NGVD 29 (??/??/92)  350.183  (m)         1148.89   (f) ADJ UNCH    2 0
 NM1067
 NM1067.Superseded values are not recommended for survey control.
 NM1067
 NM1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1067.See file dsdata.pdf to determine how the superseded data were derived.
 NM1067
 NM1067_MARKER: DB = BENCH MARK DISK
 NM1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1067_STAMPING: Q 276 1949
 NM1067_MARK LOGO: CGS
 NM1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1067+STABILITY: SURFACE MOTION
 NM1067
 NM1067  HISTORY     - Date     Condition        Report By
 NM1067  HISTORY     - 1949     MONUMENTED       CGS
 NM1067
 NM1067                          STATION DESCRIPTION
 NM1067
 NM1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1067'11.4 MI E FROM WYNOT.
 NM1067'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1067'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1067'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1067'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1067'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1067'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG
 NM1067'A GRADED DIRT ROAD, 0.1 MILE WEST OF THE FARM HOME OF CLARENCE
 NM1067'GILBERTSON, 30 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING
 NM1067'NORTH, 12 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 NM1067'37.0 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A 30 INCH ELM
 NM1067'TREE WHICH HAS A LONG BLAZE ON ITS NORTH SIDE, 6.0 FEET NORTH
 NM1067'OF A FENCE CORNER, 2.0 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF
 NM1067'A WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 NM1067'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0144 ***********************************************************************
 LG0144  DESIGNATION -  Q 277
 LG0144  PID         -  LG0144
 LG0144  STATE/COUNTY-  NE/CASS
 LG0144  COUNTRY     -  US
 LG0144  USGS QUAD   -  MANLEY (2017)
 LG0144
 LG0144                         *CURRENT SURVEY CONTROL
 LG0144  ______________________________________________________________________
 LG0144* NAD 83(1986) POSITION- 40 59 02.15   (N) 096 08 24.58   (W)   HD_HELD1
 LG0144* NAVD 88 ORTHO HEIGHT -   360.303 (meters)     1182.09  (feet) ADJUSTED
 LG0144  ______________________________________________________________________
 LG0144  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 LG0144  DYNAMIC HEIGHT  -        360.155 (meters)     1181.61  (feet) COMP
 LG0144  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 LG0144
 LG0144  VERT ORDER      -  SECOND    CLASS 0
 LG0144
 LG0144.The horizontal coordinates were determined by differentially corrected
 LG0144.hand held GPS observations or other comparable positioning techniques
 LG0144.and have an estimated accuracy of +/- 3 meters.
 LG0144
 LG0144.The orthometric height was determined by differential leveling and
 LG0144.adjusted by the NATIONAL GEODETIC SURVEY
 LG0144.in June 1991.
 LG0144
 LG0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0144.GEOID18 height accuracy estimate available here.
 LG0144
 LG0144.Click photographs - Photos may exist for this station.
 LG0144
 LG0144.The dynamic height is computed by dividing the NAVD 88
 LG0144.geopotential number by the normal gravity value computed on the
 LG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0144.degrees latitude (g = 980.6199 gals.).
 LG0144
 LG0144.The modeled gravity was interpolated from observed gravity values.
 LG0144
 LG0144;                    North         East    Units  Estimated Accuracy
 LG0144;SPC NE       -   134,994.3     824,621.8     MT  (+/- 3 meters HH1 GPS) 
 LG0144
 LG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4058940912(NAD 83)
 LG0144
 LG0144                          SUPERSEDED SURVEY CONTROL
 LG0144
 LG0144  NGVD 29 (??/??/92)  360.208  (m)         1181.78   (f) ADJ UNCH    2 0
 LG0144
 LG0144.Superseded values are not recommended for survey control.
 LG0144
 LG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0144.See file dsdata.pdf to determine how the superseded data were derived.
 LG0144
 LG0144_MARKER: DB = BENCH MARK DISK
 LG0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0144_STAMPING: Q 277 1950
 LG0144_MARK LOGO: CGS
 LG0144_PROJECTION: FLUSH
 LG0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0144+STABILITY: SURFACE MOTION
 LG0144
 LG0144  HISTORY     - Date     Condition        Report By
 LG0144  HISTORY     - 1950     MONUMENTED       CGS
 LG0144  HISTORY     - 1964     GOOD             USGS
 LG0144  HISTORY     - 20200428 MARK NOT FOUND   NEGS
 LG0144
 LG0144                          STATION DESCRIPTION
 LG0144
 LG0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0144'2.1 MI SE FROM LOUISVILLE.
 LG0144'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE METHODIST
 LG0144'CHURCH AT LOUISVILLE, AT THE LAWRENCE GROUP FARMHOUSE, 93 FEET
 LG0144'WEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET NORTHEAST OF THE
 LG0144'NORTHEAST CORNER OF A RED BARN, 67 FEET SOUTHEAST OF THE
 LG0144'SOUTHEAST CORNER OF THE FARMHOUSE, 29 FEET NORTH OF THE CENTER
 LG0144'LINE OF A PRIVATE DRIVEWAY, 1.3 FEET SOUTH OF A FENCE, 1.4 FEET
 LG0144'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0144'IS FLUSH WITH THE GROUND.  NOTE-- 0.2 MILE SOUTH OF CORNER SECS.
 LG0144'23, 24, 25, AND 26, T12N, R11E.
 LG0144
 LG0144                          STATION RECOVERY (1964)
 LG0144
 LG0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0144'RECOVERED IN GOOD CONDITION.
 LG0144
 LG0144                          STATION RECOVERY (2020)
 LG0144
 LG0144'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0144'SEARCHED FOR, NOT  FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0389 ***********************************************************************
 LH0389  DESIGNATION -  Q 279
 LH0389  PID         -  LH0389
 LH0389  STATE/COUNTY-  NE/HALL
 LH0389  COUNTRY     -  US
 LH0389  USGS QUAD   -  WOOD RIVER (2017)
 LH0389
 LH0389                         *CURRENT SURVEY CONTROL
 LH0389  ______________________________________________________________________
 LH0389* NAD 83(1986) POSITION- 40 49 35.     (N) 098 34 38.     (W)   SCALED
 LH0389* NAVD 88 ORTHO HEIGHT -   596.229 (meters)     1956.13  (feet) ADJUSTED
 LH0389  ______________________________________________________________________
 LH0389  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 LH0389  DYNAMIC HEIGHT  -        595.906 (meters)     1955.07  (feet) COMP
 LH0389  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LH0389
 LH0389  VERT ORDER      -  FIRST     CLASS II
 LH0389
 LH0389.The horizontal coordinates were scaled from a map and have
 LH0389.an estimated accuracy of +/- 6 seconds.
 LH0389
 LH0389.The orthometric height was determined by differential leveling and
 LH0389.adjusted by the NATIONAL GEODETIC SURVEY
 LH0389.in June 1991.
 LH0389
 LH0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0389.GEOID18 height accuracy estimate available here.
 LH0389
 LH0389.Click photographs - Photos may exist for this station.
 LH0389
 LH0389.The dynamic height is computed by dividing the NAVD 88
 LH0389.geopotential number by the normal gravity value computed on the
 LH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0389.degrees latitude (g = 980.6199 gals.).
 LH0389
 LH0389.The modeled gravity was interpolated from observed gravity values.
 LH0389
 LH0389;                    North         East    Units  Estimated Accuracy
 LH0389;SPC NE       -   111,240.      619,980.      MT  (+/- 180 meters Scaled)
 LH0389
 LH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL356195(NAD 83)
 LH0389
 LH0389                          SUPERSEDED SURVEY CONTROL
 LH0389
 LH0389  NGVD 29 (02/14/92)  595.972  (m)         1955.28   (f) ADJUSTED    1 2
 LH0389  NGVD 29 (??/??/87)  595.977  (m)         1955.30   (f) SUPERSEDED  1 2
 LH0389
 LH0389.Superseded values are not recommended for survey control.
 LH0389
 LH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0389.See file dsdata.pdf to determine how the superseded data were derived.
 LH0389
 LH0389_MARKER: DB = BENCH MARK DISK
 LH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0389_STAMPING: Q 279 1949
 LH0389_MARK LOGO: CGS
 LH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0389+STABILITY: SURFACE MOTION
 LH0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0389+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0389
 LH0389  HISTORY     - Date     Condition        Report By
 LH0389  HISTORY     - 1949     MONUMENTED       CGS
 LH0389  HISTORY     - 19910924 GOOD             NGS
 LH0389
 LH0389                          STATION DESCRIPTION
 LH0389
 LH0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0389'1.4 MI NE FROM WOOD RIVER.
 LH0389'1.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0389'STATION AT WOOD RIVER, AT A PRIVATE ROAD CROSSING, 109 FEET
 LH0389'EAST OF THE CENTER LINE OF THE CROSSING, 47.0 FEET SOUTHEAST OF
 LH0389'THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, 43.0 FEET
 LH0389'SOUTHWEST OF MILE POST 161, 1.2 FEET NORTHWEST OF THE RIGHT-OF-WAY
 LH0389'FENCE, 1.7 FEET NORTHEAST OF A REFERENCE POST, AND SET IN
 LH0389'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0389'THE GROUND.
 LH0389
 LH0389                          STATION RECOVERY (1991)
 LH0389
 LH0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0389'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0389'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.2 M (187.7 FT) SOUTHEAST OF
 LH0389'THE HIGHWAY CENTERLINE, 31.0 M (101.7 FT) NORTHEAST OF THE CENTER OF
 LH0389'A TRACK ROAD, 14.0 M (45.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0389'UNION PACIFIC RAILROAD, 13.0 M (42.7 FT) SOUTHWEST OF RAILROAD
 LH0389'MILEPOST 161, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 LH0389'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENTS PROJECTS 0.1 M
 LH0389'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0278 ***********************************************************************
 MM0278  DESIGNATION -  Q 28
 MM0278  PID         -  MM0278
 MM0278  STATE/COUNTY-  NE/LINCOLN
 MM0278  COUNTRY     -  US
 MM0278  USGS QUAD   -  MAXWELL SW (2017)
 MM0278
 MM0278                         *CURRENT SURVEY CONTROL
 MM0278  ______________________________________________________________________
 MM0278* NAD 83(1986) POSITION- 41 02 23.     (N) 100 42 17.     (W)   SCALED
 MM0278* NAVD 88 ORTHO HEIGHT -   920.131 (meters)     3018.80  (feet) ADJUSTED
 MM0278  ______________________________________________________________________
 MM0278  GEOID HEIGHT    -        -22.453 (meters)                     GEOID18
 MM0278  DYNAMIC HEIGHT  -        919.567 (meters)     3016.95  (feet) COMP
 MM0278  MODELED GRAVITY -    979,980.4   (mgal)                       NAVD 88
 MM0278
 MM0278  VERT ORDER      -  SECOND    CLASS 0
 MM0278
 MM0278.The horizontal coordinates were scaled from a map and have
 MM0278.an estimated accuracy of +/- 6 seconds.
 MM0278
 MM0278.The orthometric height was determined by differential leveling and
 MM0278.adjusted by the NATIONAL GEODETIC SURVEY
 MM0278.in June 1994.
 MM0278
 MM0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0278.GEOID18 height accuracy estimate available here.
 MM0278
 MM0278.Click photographs - Photos may exist for this station.
 MM0278
 MM0278.The dynamic height is computed by dividing the NAVD 88
 MM0278.geopotential number by the normal gravity value computed on the
 MM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0278.degrees latitude (g = 980.6199 gals.).
 MM0278
 MM0278.The modeled gravity was interpolated from observed gravity values.
 MM0278
 MM0278;                    North         East    Units  Estimated Accuracy
 MM0278;SPC NE       -   134,180.      440,760.      MT  (+/- 180 meters Scaled)
 MM0278
 MM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL567445(NAD 83)
 MM0278
 MM0278                          SUPERSEDED SURVEY CONTROL
 MM0278
 MM0278  NAVD 88 (06/15/91)  920.125  (m)         3018.78   (f) SUPERSEDED  2 0
 MM0278  NGVD 29 (??/??/92)  919.754  (m)         3017.56   (f) ADJ UNCH    2 0
 MM0278
 MM0278.Superseded values are not recommended for survey control.
 MM0278
 MM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0278.See file dsdata.pdf to determine how the superseded data were derived.
 MM0278
 MM0278_MARKER: DB = BENCH MARK DISK
 MM0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0278_STAMPING: Q 28 1934
 MM0278_MARK LOGO: CGS
 MM0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0278+STABILITY: SURFACE MOTION
 MM0278
 MM0278  HISTORY     - Date     Condition        Report By
 MM0278  HISTORY     - 1934     MONUMENTED       CGS
 MM0278
 MM0278                          STATION DESCRIPTION
 MM0278
 MM0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0278'10.2 MI S FROM NORTH PLATTE.
 MM0278'10.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0278'COUNTY, AT THE SOUTH END OF A CURVE, 69 FEET NORTH OF A SMALL PIPE
 MM0278'CULVERT DRAINING INTO A DEEP WASH EAST OF THE HIGHWAY, 35 FEET EAST
 MM0278'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTHEAST OF A FENCE
 MM0278'CORNER.  A STANDARD DISK, STAMPED Q 28 1934 AND SET IN THE TOP
 MM0278'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0835 ***********************************************************************
 MK0835  DESIGNATION -  Q 280
 MK0835  PID         -  MK0835
 MK0835  STATE/COUNTY-  NE/SARPY
 MK0835  COUNTRY     -  US
 MK0835  USGS QUAD   -  CEDAR CREEK (2017)
 MK0835
 MK0835                         *CURRENT SURVEY CONTROL
 MK0835  ______________________________________________________________________
 MK0835* NAD 83(1986) POSITION- 41 05 19.     (N) 096 03 39.     (W)   SCALED
 MK0835* NAVD 88 ORTHO HEIGHT -   345.425 (meters)     1133.28  (feet) ADJUSTED
 MK0835  ______________________________________________________________________
 MK0835  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 MK0835  DYNAMIC HEIGHT  -        345.286 (meters)     1132.83  (feet) COMP
 MK0835  MODELED GRAVITY -    980,209.5   (mgal)                       NAVD 88
 MK0835
 MK0835  VERT ORDER      -  SECOND    CLASS 0
 MK0835
 MK0835.The horizontal coordinates were scaled from a map and have
 MK0835.an estimated accuracy of +/- 6 seconds.
 MK0835
 MK0835.The orthometric height was determined by differential leveling and
 MK0835.adjusted by the NATIONAL GEODETIC SURVEY
 MK0835.in June 1991.
 MK0835
 MK0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0835.GEOID18 height accuracy estimate available here.
 MK0835
 MK0835.Click photographs - Photos may exist for this station.
 MK0835
 MK0835.The dynamic height is computed by dividing the NAVD 88
 MK0835.geopotential number by the normal gravity value computed on the
 MK0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0835.degrees latitude (g = 980.6199 gals.).
 MK0835
 MK0835.The modeled gravity was interpolated from observed gravity values.
 MK0835
 MK0835;                    North         East    Units  Estimated Accuracy
 MK0835;SPC NE       -   146,910.      830,760.      MT  (+/- 180 meters Scaled)
 MK0835
 MK0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL468527(NAD 83)
 MK0835
 MK0835                          SUPERSEDED SURVEY CONTROL
 MK0835
 MK0835  NGVD 29 (??/??/92)  345.328  (m)         1132.96   (f) ADJ UNCH    2 0
 MK0835
 MK0835.Superseded values are not recommended for survey control.
 MK0835
 MK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0835.See file dsdata.pdf to determine how the superseded data were derived.
 MK0835
 MK0835_MARKER: DB = BENCH MARK DISK
 MK0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0835_STAMPING: Q 280 1950
 MK0835_MARK LOGO: CGS
 MK0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0835+STABILITY: SURFACE MOTION
 MK0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0835+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2017
 MK0835
 MK0835  HISTORY     - Date     Condition        Report By
 MK0835  HISTORY     - 1950     MONUMENTED       CGS
 MK0835  HISTORY     - 20170314 GOOD             THOMDD
 MK0835
 MK0835                          STATION DESCRIPTION
 MK0835
 MK0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0835'4.2 MI SE FROM RICHFIELD.
 MK0835'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0835'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0835'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE EAST
 MK0835'ALONG A GRAVELED ROAD, THENCE 0.8 MILE NORTH ALONG A GRAVELED
 MK0835'ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, 225 FEET
 MK0835'SOUTHEAST OF A T ROAD JUNCTION, 144 FEET EAST OF THE NORTHEAST
 MK0835'CORNER OF A FARMHOUSE OWNED BY CHRISTINE CORDES AND OCCUPIED
 MK0835'BY OTTO PELEN, 99 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK0835'AND WEST ROAD, 44 FEET EAST OF THE NORTHEAST CORNER OF A
 MK0835'BUILDING, 1 FOOT WEST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS
 MK0835'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK0835'FOOT ABOVE THE GROUND.
 MK0835
 MK0835                          STATION RECOVERY (2017)
 MK0835
 MK0835'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (NJO)
 MK0835'MARK IS ON PRIVATE PROPERTY AND LOCATED UNDER A SIX FOOT GARDEN
 MK0835'WINDMILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0412 ***********************************************************************
 ML0412  DESIGNATION -  Q 281
 ML0412  PID         -  ML0412
 ML0412  STATE/COUNTY-  NE/HOWARD
 ML0412  COUNTRY     -  US
 ML0412  USGS QUAD   -  FARWELL (2017)
 ML0412
 ML0412                         *CURRENT SURVEY CONTROL
 ML0412  ______________________________________________________________________
 ML0412* NAD 83(1986) POSITION- 41 09 45.     (N) 098 41 27.     (W)   SCALED
 ML0412* NAVD 88 ORTHO HEIGHT -   623.529 (meters)     2045.69  (feet) ADJUSTED
 ML0412  ______________________________________________________________________
 ML0412  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 ML0412  DYNAMIC HEIGHT  -        623.212 (meters)     2044.65  (feet) COMP
 ML0412  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 ML0412
 ML0412  VERT ORDER      -  SECOND    CLASS 0
 ML0412
 ML0412.The horizontal coordinates were scaled from a map and have
 ML0412.an estimated accuracy of +/- 6 seconds.
 ML0412
 ML0412.The orthometric height was determined by differential leveling and
 ML0412.adjusted by the NATIONAL GEODETIC SURVEY
 ML0412.in June 1991.
 ML0412
 ML0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0412.GEOID18 height accuracy estimate available here.
 ML0412
 ML0412.Click photographs - Photos may exist for this station.
 ML0412
 ML0412.The dynamic height is computed by dividing the NAVD 88
 ML0412.geopotential number by the normal gravity value computed on the
 ML0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0412.degrees latitude (g = 980.6199 gals.).
 ML0412
 ML0412.The modeled gravity was interpolated from observed gravity values.
 ML0412
 ML0412;                    North         East    Units  Estimated Accuracy
 ML0412;SPC NE       -   148,400.      609,840.      MT  (+/- 180 meters Scaled)
 ML0412
 ML0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL259568(NAD 83)
 ML0412
 ML0412                          SUPERSEDED SURVEY CONTROL
 ML0412
 ML0412  NGVD 29 (??/??/92)  623.285  (m)         2044.89   (f) ADJ UNCH    2 0
 ML0412
 ML0412.Superseded values are not recommended for survey control.
 ML0412
 ML0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0412.See file dsdata.pdf to determine how the superseded data were derived.
 ML0412
 ML0412_MARKER: DB = BENCH MARK DISK
 ML0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0412_STAMPING: Q 281 1949
 ML0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0412+STABILITY: SURFACE MOTION
 ML0412
 ML0412  HISTORY     - Date     Condition        Report By
 ML0412  HISTORY     - 1949     MONUMENTED       CGS
 ML0412
 ML0412                          STATION DESCRIPTION
 ML0412
 ML0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0412'6.1 M W FROM NYSTED.
 ML0412'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0412'AT NYSTED, THENCE 4.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0412'SOUTHEAST CORNER OF SECTION 21, T. 14 N., R. 12 W., IN THE
 ML0412'SOUTHEAST CORNER OF A PASTURE FIELD, 15 FEET NORTH OF THE CENTER
 ML0412'LINE OF THE ROAD, 2.8 FEET NORTHWEST OF A CORNER FENCE POST,
 ML0412'2.8 FEET WEST OF A NORTH-SOUTH FENCE, 1.3 FEET NORTH OF AN
 ML0412'EAST-WEST FENCE, 2 FEET NORTHEAST OF A REFERENCE POST,
 ML0412'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0412'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK
 ML0412'IS LOCATED 1.0 MILE EAST OF BENCH MARK N 281.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0476 ***********************************************************************
 ML0476  DESIGNATION -  Q 282
 ML0476  PID         -  ML0476
 ML0476  STATE/COUNTY-  NE/HOWARD
 ML0476  COUNTRY     -  US
 ML0476  USGS QUAD   -  DANNEBROG (2017)
 ML0476
 ML0476                         *CURRENT SURVEY CONTROL
 ML0476  ______________________________________________________________________
 ML0476* NAD 83(1986) POSITION- 41 02 48.     (N) 098 31 05.     (W)   SCALED
 ML0476* NAVD 88 ORTHO HEIGHT -   589.511 (meters)     1934.09  (feet) ADJUSTED
 ML0476  ______________________________________________________________________
 ML0476  GEOID HEIGHT    -        -24.620 (meters)                     GEOID18
 ML0476  DYNAMIC HEIGHT  -        589.213 (meters)     1933.11  (feet) COMP
 ML0476  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 ML0476
 ML0476  VERT ORDER      -  SECOND    CLASS 0
 ML0476
 ML0476.The horizontal coordinates were scaled from a map and have
 ML0476.an estimated accuracy of +/- 6 seconds.
 ML0476
 ML0476.The orthometric height was determined by differential leveling and
 ML0476.adjusted by the NATIONAL GEODETIC SURVEY
 ML0476.in June 1991.
 ML0476
 ML0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0476.GEOID18 height accuracy estimate available here.
 ML0476
 ML0476.Click photographs - Photos may exist for this station.
 ML0476
 ML0476.The dynamic height is computed by dividing the NAVD 88
 ML0476.geopotential number by the normal gravity value computed on the
 ML0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0476.degrees latitude (g = 980.6199 gals.).
 ML0476
 ML0476.The modeled gravity was interpolated from observed gravity values.
 ML0476
 ML0476;                    North         East    Units  Estimated Accuracy
 ML0476;SPC NE       -   135,780.      624,550.      MT  (+/- 180 meters Scaled)
 ML0476
 ML0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL405440(NAD 83)
 ML0476
 ML0476                          SUPERSEDED SURVEY CONTROL
 ML0476
 ML0476  NGVD 29 (??/??/92)  589.269  (m)         1933.29   (f) ADJ UNCH    2 0
 ML0476
 ML0476.Superseded values are not recommended for survey control.
 ML0476
 ML0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0476.See file dsdata.pdf to determine how the superseded data were derived.
 ML0476
 ML0476_MARKER: DB = BENCH MARK DISK
 ML0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0476_STAMPING: Q 282 1949
 ML0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0476+STABILITY: SURFACE MOTION
 ML0476
 ML0476  HISTORY     - Date     Condition        Report By
 ML0476  HISTORY     - 1949     MONUMENTED       CGS
 ML0476
 ML0476                          STATION DESCRIPTION
 ML0476
 ML0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0476'5.9 MI SE FROM DANNEBROG.
 ML0476'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0476'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0476'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD, AT
 ML0476'THE SOUTHEAST CORNER OF SECTION 36, T. 13 N., R. 11 W., AT A
 ML0476'T-JUNCTION OF ROADS, 35 FEET WEST OF THE CENTER LINE OF THE
 ML0476'ROAD LEADING NORTH, 21 FEET NORTH OF THE CENTER LINE OF THE
 ML0476'EAST-WEST ROAD, 5.7 FEET SOUTHWEST OF A TELEPHONE POLE, 2.2 FEET
 ML0476'NORTHWEST OF A CORNER FENCE POST, 3 FEET NORTHEAST OF A REFERENCE
 ML0476'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0476'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0400 ***********************************************************************
 ML0400  DESIGNATION -  Q 283
 ML0400  PID         -  ML0400
 ML0400  STATE/COUNTY-  NE/SHERMAN
 ML0400  COUNTRY     -  US
 ML0400  USGS QUAD   -  ASHTON (2017)
 ML0400
 ML0400                         *CURRENT SURVEY CONTROL
 ML0400  ______________________________________________________________________
 ML0400* NAD 83(1986) POSITION- 41 14 08.90   (N) 098 47 37.20   (W)   HD_HELD1
 ML0400* NAVD 88 ORTHO HEIGHT -   638.692 (meters)     2095.44  (feet) ADJUSTED
 ML0400  ______________________________________________________________________
 ML0400  GEOID HEIGHT    -        -24.191 (meters)                     GEOID18
 ML0400  DYNAMIC HEIGHT  -        638.365 (meters)     2094.37  (feet) COMP
 ML0400  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 ML0400
 ML0400  VERT ORDER      -  SECOND    CLASS 0
 ML0400
 ML0400.The horizontal coordinates were determined by differentially corrected
 ML0400.hand held GPS observations or other comparable positioning techniques
 ML0400.and have an estimated accuracy of +/- 3 meters.
 ML0400
 ML0400.The orthometric height was determined by differential leveling and
 ML0400.adjusted by the NATIONAL GEODETIC SURVEY
 ML0400.in June 1991.
 ML0400
 ML0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0400.GEOID18 height accuracy estimate available here.
 ML0400
 ML0400.Click photographs - Photos may exist for this station.
 ML0400
 ML0400.The dynamic height is computed by dividing the NAVD 88
 ML0400.geopotential number by the normal gravity value computed on the
 ML0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0400.degrees latitude (g = 980.6199 gals.).
 ML0400
 ML0400.The modeled gravity was interpolated from observed gravity values.
 ML0400
 ML0400;                    North         East    Units  Estimated Accuracy
 ML0400;SPC NE       -   156,415.5     601,095.8     MT  (+/- 3 meters HH1 GPS) 
 ML0400
 ML0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1729064954(NAD 83)
 ML0400
 ML0400                          SUPERSEDED SURVEY CONTROL
 ML0400
 ML0400  NGVD 29 (??/??/92)  638.444  (m)         2094.63   (f) ADJ UNCH    2 0
 ML0400
 ML0400.Superseded values are not recommended for survey control.
 ML0400
 ML0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0400.See file dsdata.pdf to determine how the superseded data were derived.
 ML0400
 ML0400_MARKER: DB = BENCH MARK DISK
 ML0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0400_STAMPING: Q 283 1949
 ML0400_MARK LOGO: CGS
 ML0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0400+STABILITY: SURFACE MOTION
 ML0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0400+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2020
 ML0400
 ML0400  HISTORY     - Date     Condition        Report By
 ML0400  HISTORY     - 1949     MONUMENTED       CGS
 ML0400  HISTORY     - 20170321 GOOD             NEGS
 ML0400  HISTORY     - 20200814 GOOD             NEGS
 ML0400
 ML0400                          STATION DESCRIPTION
 ML0400
 ML0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0400'0.8 MI S FROM ASHTON.
 ML0400'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0400'ASHTON, 0.5 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 27,
 ML0400'T. 15 N., R. 13 W., IN A TRIANGLE FORMED BY A T-JUNCTION OF
 ML0400'ROADS, 139 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ML0400'58 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 ML0400'48 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST
 ML0400'ROAD, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0400'CONCRETE POST PROJECTING 0.3 FOOT AND AT A DEPTH OF 5 FEET.
 ML0400
 ML0400                          STATION RECOVERY (2017)
 ML0400
 ML0400'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 ML0400'RECOVERED AS DESCRIBED
 ML0400
 ML0400                          STATION RECOVERY (2020)
 ML0400
 ML0400'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 ML0400'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 92 EAST AND CENTER AVENUE AT
 ML0400'ASHTON, NE., GO SOUTH ON CENTER AVENUE APPROXIMATELY 0.90 MI (1.45 KM)
 ML0400'TO A Y INTERSECTION.  TAKE THE CURVE GOING LEFT (SOUTHEAST) AND
 ML0400'CONTINUE APPROXIMATELY 225 FT (68.6 M) TO THE MARK ON THE RIGHT
 ML0400'(SOUTHWEST), NEAR THE MID POINT OF THE CURVE.  THE MARK IS IN A
 ML0400'TRIANGULAR AREA OF GRASS BORDERED BY THE THREE COUNTY ROADS OF THE Y
 ML0400'JUNCTION.  THE MARK IS APPROXIMATELY 50 FT (15.2 M) SOUTHWEST OF THE
 ML0400'CENTERLINE OF THE SOUTHEASTERN LANE (CENTER AVE), APPROXIMATELY 130 FT
 ML0400'(39.6 M) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWESTERN LANE (483RD
 ML0400'AVE), APPROXIMATELY 130 FT (39.6 M) NORTH OF THE CENTERLINE OF 787TH
 ML0400'ROAD AND 1.0 FT (0.3 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0179 ***********************************************************************
 LH0179  DESIGNATION -  Q 284
 LH0179  PID         -  LH0179
 LH0179  STATE/COUNTY-  NE/HALL
 LH0179  COUNTRY     -  US
 LH0179  USGS QUAD   -  ABBOTT (2017)
 LH0179
 LH0179                         *CURRENT SURVEY CONTROL
 LH0179  ______________________________________________________________________
 LH0179* NAD 83(1986) POSITION- 40 57 51.     (N) 098 26 09.     (W)   SCALED
 LH0179* NAVD 88 ORTHO HEIGHT -   574.073 (meters)     1883.44  (feet) ADJUSTED
 LH0179  ______________________________________________________________________
 LH0179  GEOID HEIGHT    -        -24.867 (meters)                     GEOID18
 LH0179  DYNAMIC HEIGHT  -        573.773 (meters)     1882.45  (feet) COMP
 LH0179  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 LH0179
 LH0179  VERT ORDER      -  SECOND    CLASS 0
 LH0179
 LH0179.The horizontal coordinates were scaled from a map and have
 LH0179.an estimated accuracy of +/- 6 seconds.
 LH0179
 LH0179.The orthometric height was determined by differential leveling and
 LH0179.adjusted by the NATIONAL GEODETIC SURVEY
 LH0179.in June 1991.
 LH0179
 LH0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0179.GEOID18 height accuracy estimate available here.
 LH0179
 LH0179.Click photographs - Photos may exist for this station.
 LH0179
 LH0179.The dynamic height is computed by dividing the NAVD 88
 LH0179.geopotential number by the normal gravity value computed on the
 LH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0179.degrees latitude (g = 980.6199 gals.).
 LH0179
 LH0179.The modeled gravity was interpolated from observed gravity values.
 LH0179
 LH0179;                    North         East    Units  Estimated Accuracy
 LH0179;SPC NE       -   126,740.      631,630.      MT  (+/- 180 meters Scaled)
 LH0179
 LH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL474349(NAD 83)
 LH0179
 LH0179                          SUPERSEDED SURVEY CONTROL
 LH0179
 LH0179  NGVD 29 (??/??/92)  573.831  (m)         1882.64   (f) ADJ UNCH    2 0
 LH0179
 LH0179.Superseded values are not recommended for survey control.
 LH0179
 LH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0179.See file dsdata.pdf to determine how the superseded data were derived.
 LH0179
 LH0179_MARKER: DB = BENCH MARK DISK
 LH0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0179_STAMPING: Q 284 1949
 LH0179_MARK LOGO: CGS
 LH0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0179+STABILITY: SURFACE MOTION
 LH0179
 LH0179  HISTORY     - Date     Condition        Report By
 LH0179  HISTORY     - 1949     MONUMENTED       CGS
 LH0179
 LH0179                          STATION DESCRIPTION
 LH0179
 LH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0179'1.1 MI E FROM OVINA.
 LH0179'0.1 MILE SOUTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0179'AT OVINA, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2, IN THE
 LH0179'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 150 FEET SOUTH OF
 LH0179'THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE CENTER
 LH0179'LINE OF A GATE, 34 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0179'ROAD, 2 FEET NORTHEAST OF A POWER LINE POLE, 1.4 FEET EAST OF A
 LH0179'FENCE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0179'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0179'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0316 ***********************************************************************
 ML0316  DESIGNATION -  Q 285
 ML0316  PID         -  ML0316
 ML0316  STATE/COUNTY-  NE/SHERMAN
 ML0316  COUNTRY     -  US
 ML0316  USGS QUAD   -  ASHTON (2017)
 ML0316
 ML0316                         *CURRENT SURVEY CONTROL
 ML0316  ______________________________________________________________________
 ML0316* NAD 83(1986) POSITION- 41 11 31.     (N) 098 48 20.     (W)   SCALED
 ML0316* NAVD 88 ORTHO HEIGHT -   654.863 (meters)     2148.50  (feet) ADJUSTED
 ML0316  ______________________________________________________________________
 ML0316  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 ML0316  DYNAMIC HEIGHT  -        654.529 (meters)     2147.40  (feet) COMP
 ML0316  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 ML0316
 ML0316  VERT ORDER      -  FIRST     CLASS II
 ML0316
 ML0316.The horizontal coordinates were scaled from a map and have
 ML0316.an estimated accuracy of +/- 6 seconds.
 ML0316
 ML0316.The orthometric height was determined by differential leveling and
 ML0316.adjusted by the NATIONAL GEODETIC SURVEY
 ML0316.in June 1991.
 ML0316
 ML0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0316.GEOID18 height accuracy estimate available here.
 ML0316
 ML0316.Click photographs - Photos may exist for this station.
 ML0316
 ML0316.The dynamic height is computed by dividing the NAVD 88
 ML0316.geopotential number by the normal gravity value computed on the
 ML0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0316.degrees latitude (g = 980.6199 gals.).
 ML0316
 ML0316.The modeled gravity was interpolated from observed gravity values.
 ML0316
 ML0316;                    North         East    Units  Estimated Accuracy
 ML0316;SPC NE       -   151,530.      600,170.      MT  (+/- 180 meters Scaled)
 ML0316
 ML0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163600(NAD 83)
 ML0316
 ML0316                          SUPERSEDED SURVEY CONTROL
 ML0316
 ML0316  NGVD 29 (??/??/92)  654.621  (m)         2147.70   (f) ADJ UNCH    1 2
 ML0316
 ML0316.Superseded values are not recommended for survey control.
 ML0316
 ML0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0316.See file dsdata.pdf to determine how the superseded data were derived.
 ML0316
 ML0316_MARKER: DB = BENCH MARK DISK
 ML0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0316_STAMPING: Q 285 1949
 ML0316_MARK LOGO: CGS
 ML0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0316+STABILITY: SURFACE MOTION
 ML0316
 ML0316  HISTORY     - Date     Condition        Report By
 ML0316  HISTORY     - 1949     MONUMENTED       CGS
 ML0316
 ML0316                          STATION DESCRIPTION
 ML0316
 ML0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0316'5.3 MI S FROM ASHTON.
 ML0316'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT ASHTON,
 ML0316'THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0 MILES SOUTH
 ML0316'ALONG A COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD,
 ML0316'AT THE NORTHWEST CORNER OF SECTION 15, T. 14 N., R. 13 W., IN THE
 ML0316'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 41 FEET SOUTH OF THE
 ML0316'CENTER LINE OF THE EAST-WEST ROAD, 25 FEET EAST OF THE CENTER LINE
 ML0316'OF THE NORTH-SOUTH ROAD, 11.3 FEET SOUTH OF A CORNER FENCE POST, 8
 ML0316'FEET SOUTHWEST OF R.E.A. POLE NO. 31, 50 AND 17, 1 FOOT EAST OF A
 ML0316'FENCE, 2 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0316'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0316'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0096 ***********************************************************************
 LH0096  DESIGNATION -  Q 286
 LH0096  PID         -  LH0096
 LH0096  STATE/COUNTY-  NE/HALL
 LH0096  COUNTRY     -  US
 LH0096  USGS QUAD   -  ALDA (2017)
 LH0096
 LH0096                         *CURRENT SURVEY CONTROL
 LH0096  ______________________________________________________________________
 LH0096* NAD 83(1986) POSITION- 40 49 26.     (N) 098 29 36.     (W)   SCALED
 LH0096* NAVD 88 ORTHO HEIGHT -   584.547 (meters)     1917.80  (feet) ADJUSTED
 LH0096  ______________________________________________________________________
 LH0096  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 LH0096  DYNAMIC HEIGHT  -        584.233 (meters)     1916.77  (feet) COMP
 LH0096  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 LH0096
 LH0096  VERT ORDER      -  SECOND    CLASS 0
 LH0096
 LH0096.The horizontal coordinates were scaled from a map and have
 LH0096.an estimated accuracy of +/- 6 seconds.
 LH0096
 LH0096.The orthometric height was determined by differential leveling and
 LH0096.adjusted by the NATIONAL GEODETIC SURVEY
 LH0096.in June 1991.
 LH0096
 LH0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0096.GEOID18 height accuracy estimate available here.
 LH0096
 LH0096.Click photographs - Photos may exist for this station.
 LH0096
 LH0096.The dynamic height is computed by dividing the NAVD 88
 LH0096.geopotential number by the normal gravity value computed on the
 LH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0096.degrees latitude (g = 980.6199 gals.).
 LH0096
 LH0096.The modeled gravity was interpolated from observed gravity values.
 LH0096
 LH0096;                    North         East    Units  Estimated Accuracy
 LH0096;SPC NE       -   111,090.      627,060.      MT  (+/- 180 meters Scaled)
 LH0096
 LH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427193(NAD 83)
 LH0096
 LH0096                          SUPERSEDED SURVEY CONTROL
 LH0096
 LH0096  NGVD 29 (??/??/92)  584.300  (m)         1916.99   (f) ADJ UNCH    2 0
 LH0096
 LH0096.Superseded values are not recommended for survey control.
 LH0096
 LH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0096.See file dsdata.pdf to determine how the superseded data were derived.
 LH0096
 LH0096_MARKER: DB = BENCH MARK DISK
 LH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0096_STAMPING: Q 286 1949
 LH0096_MARK LOGO: CGS
 LH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0096+STABILITY: SURFACE MOTION
 LH0096
 LH0096  HISTORY     - Date     Condition        Report By
 LH0096  HISTORY     - 1949     MONUMENTED       CGS
 LH0096  HISTORY     - 1990     GOOD             USPSQD
 LH0096
 LH0096                          STATION DESCRIPTION
 LH0096
 LH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0096'3.4 MI SW FROM ALDA.
 LH0096'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0096'RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 LH0096'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 LH0096'SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF ARTHUR NELSON,
 LH0096'161.0 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 74 FEET
 LH0096'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 25.6 FEET WEST
 LH0096'OF THE NORTHWEST CORNER OF A BROODER HOUSE, 2.0 FEET SOUTH OF A
 LH0096'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0096'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LH0096
 LH0096                          STATION RECOVERY (1990)
 LH0096
 LH0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0495 ***********************************************************************
 LH0495  DESIGNATION -  Q 287
 LH0495  PID         -  LH0495
 LH0495  STATE/COUNTY-  NE/HALL
 LH0495  COUNTRY     -  US
 LH0495  USGS QUAD   -  WOOD RIVER (2017)
 LH0495
 LH0495                         *CURRENT SURVEY CONTROL
 LH0495  ______________________________________________________________________
 LH0495* NAD 83(1986) POSITION- 40 45 03.     (N) 098 35 10.     (W)   SCALED
 LH0495* NAVD 88 ORTHO HEIGHT -   598.466 (meters)     1963.47  (feet) ADJUSTED
 LH0495  ______________________________________________________________________
 LH0495  GEOID HEIGHT    -        -24.906 (meters)                     GEOID18
 LH0495  DYNAMIC HEIGHT  -        598.138 (meters)     1962.39  (feet) COMP
 LH0495  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 LH0495
 LH0495  VERT ORDER      -  SECOND    CLASS 0
 LH0495
 LH0495.The horizontal coordinates were scaled from a map and have
 LH0495.an estimated accuracy of +/- 6 seconds.
 LH0495
 LH0495.The orthometric height was determined by differential leveling and
 LH0495.adjusted by the NATIONAL GEODETIC SURVEY
 LH0495.in June 1991.
 LH0495
 LH0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0495.GEOID18 height accuracy estimate available here.
 LH0495
 LH0495.Click photographs - Photos may exist for this station.
 LH0495
 LH0495.The dynamic height is computed by dividing the NAVD 88
 LH0495.geopotential number by the normal gravity value computed on the
 LH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0495.degrees latitude (g = 980.6199 gals.).
 LH0495
 LH0495.The modeled gravity was interpolated from observed gravity values.
 LH0495
 LH0495;                    North         East    Units  Estimated Accuracy
 LH0495;SPC NE       -   102,840.      619,370.      MT  (+/- 180 meters Scaled)
 LH0495
 LH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL349111(NAD 83)
 LH0495
 LH0495                          SUPERSEDED SURVEY CONTROL
 LH0495
 LH0495  NGVD 29 (??/??/92)  598.215  (m)         1962.64   (f) ADJ UNCH    2 0
 LH0495
 LH0495.Superseded values are not recommended for survey control.
 LH0495
 LH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0495.See file dsdata.pdf to determine how the superseded data were derived.
 LH0495
 LH0495_MARKER: DB = BENCH MARK DISK
 LH0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0495_STAMPING: Q 287 1949
 LH0495_MARK LOGO: CGS
 LH0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0495+STABILITY: SURFACE MOTION
 LH0495
 LH0495  HISTORY     - Date     Condition        Report By
 LH0495  HISTORY     - 1949     MONUMENTED       CGS
 LH0495
 LH0495                          STATION DESCRIPTION
 LH0495
 LH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0495'5.8 MI S FROM WOOD RIVER.
 LH0495'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0495'STATION AT WOOD RIVER, THENCE 5.05 MILES SOUTH ALONG A GRAVELED
 LH0495'ROAD, 36 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 12
 LH0495'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A Y ROAD LEADING
 LH0495'NORTHEAST, 10.0 FEET SOUTH OF THE CENTER OF A GATE, 7 FEET
 LH0495'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 2.0
 LH0495'FEET WEST OF A FENCE, 2.7 FEET WEST OF A REFERENCE POST, AND SET
 LH0495'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0495'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0506 ***********************************************************************
 LH0506  DESIGNATION -  Q 288
 LH0506  PID         -  LH0506
 LH0506  STATE/COUNTY-  NE/ADAMS
 LH0506  COUNTRY     -  US
 LH0506  USGS QUAD   -  DENMAN (2017)
 LH0506
 LH0506                         *CURRENT SURVEY CONTROL
 LH0506  ______________________________________________________________________
 LH0506* NAD 83(1986) POSITION- 40 38 23.     (N) 098 43 25.     (W)   SCALED
 LH0506* NAVD 88 ORTHO HEIGHT -   636.217 (meters)     2087.32  (feet) ADJUSTED
 LH0506  ______________________________________________________________________
 LH0506  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 LH0506  DYNAMIC HEIGHT  -        635.859 (meters)     2086.15  (feet) COMP
 LH0506  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 LH0506
 LH0506  VERT ORDER      -  SECOND    CLASS 0
 LH0506
 LH0506.The horizontal coordinates were scaled from a map and have
 LH0506.an estimated accuracy of +/- 6 seconds.
 LH0506
 LH0506.The orthometric height was determined by differential leveling and
 LH0506.adjusted by the NATIONAL GEODETIC SURVEY
 LH0506.in June 1991.
 LH0506
 LH0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0506.GEOID18 height accuracy estimate available here.
 LH0506
 LH0506.Click photographs - Photos may exist for this station.
 LH0506
 LH0506.The dynamic height is computed by dividing the NAVD 88
 LH0506.geopotential number by the normal gravity value computed on the
 LH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0506.degrees latitude (g = 980.6199 gals.).
 LH0506
 LH0506.The modeled gravity was interpolated from observed gravity values.
 LH0506
 LH0506;                    North         East    Units  Estimated Accuracy
 LH0506;SPC NE       -    90,330.      607,940.      MT  (+/- 180 meters Scaled)
 LH0506
 LH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233988(NAD 83)
 LH0506
 LH0506                          SUPERSEDED SURVEY CONTROL
 LH0506
 LH0506  NGVD 29 (??/??/92)  635.966  (m)         2086.50   (f) ADJ UNCH    2 0
 LH0506
 LH0506.Superseded values are not recommended for survey control.
 LH0506
 LH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0506.See file dsdata.pdf to determine how the superseded data were derived.
 LH0506
 LH0506_MARKER: DB = BENCH MARK DISK
 LH0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0506_STAMPING: Q 288 1949
 LH0506_MARK LOGO: CGS
 LH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0506+STABILITY: SURFACE MOTION
 LH0506
 LH0506  HISTORY     - Date     Condition        Report By
 LH0506  HISTORY     - 1949     MONUMENTED       CGS
 LH0506
 LH0506                          STATION DESCRIPTION
 LH0506
 LH0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0506'4.1 MI S FROM DENMAN.
 LH0506'4.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0506'AT DENMAN, AT THE WEST END OF A GROVE OF SMALL TREES, 107 FEET
 LH0506'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 66.0 FEET SOUTH
 LH0506'OF A FENCE CORNER POST, 45 FEET EAST OF THE CENTER LINE OF A
 LH0506'NORTH-SOUTH ROAD, 44.0 FEET NORTH OF A FENCE CORNER POST, 14.0
 LH0506'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND
 LH0506'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0506'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0467 ***********************************************************************
 LH0467  DESIGNATION -  Q 289
 LH0467  PID         -  LH0467
 LH0467  STATE/COUNTY-  NE/BUFFALO
 LH0467  COUNTRY     -  US
 LH0467  USGS QUAD   -  NEWARK (2017)
 LH0467
 LH0467                         *CURRENT SURVEY CONTROL
 LH0467  ______________________________________________________________________
 LH0467* NAD 83(1986) POSITION- 40 41 56.     (N) 098 57 02.     (W)   SCALED
 LH0467* NAVD 88 ORTHO HEIGHT -   637.324 (meters)     2090.95  (feet) ADJUSTED
 LH0467  ______________________________________________________________________
 LH0467  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 LH0467  DYNAMIC HEIGHT  -        636.964 (meters)     2089.77  (feet) COMP
 LH0467  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 LH0467
 LH0467  VERT ORDER      -  SECOND    CLASS 0
 LH0467
 LH0467.The horizontal coordinates were scaled from a map and have
 LH0467.an estimated accuracy of +/- 6 seconds.
 LH0467
 LH0467.The orthometric height was determined by differential leveling and
 LH0467.adjusted by the NATIONAL GEODETIC SURVEY
 LH0467.in June 1991.
 LH0467
 LH0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0467.GEOID18 height accuracy estimate available here.
 LH0467
 LH0467.Click photographs - Photos may exist for this station.
 LH0467
 LH0467.The dynamic height is computed by dividing the NAVD 88
 LH0467.geopotential number by the normal gravity value computed on the
 LH0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0467.degrees latitude (g = 980.6199 gals.).
 LH0467
 LH0467.The modeled gravity was interpolated from observed gravity values.
 LH0467
 LH0467;                    North         East    Units  Estimated Accuracy
 LH0467;SPC NE       -    96,640.      588,670.      MT  (+/- 180 meters Scaled)
 LH0467
 LH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041053(NAD 83)
 LH0467
 LH0467                          SUPERSEDED SURVEY CONTROL
 LH0467
 LH0467  NGVD 29 (??/??/92)  637.066  (m)         2090.11   (f) ADJ UNCH    2 0
 LH0467
 LH0467.Superseded values are not recommended for survey control.
 LH0467
 LH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0467.See file dsdata.pdf to determine how the superseded data were derived.
 LH0467
 LH0467_MARKER: DB = BENCH MARK DISK
 LH0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0467_STAMPING: Q 289 1949
 LH0467_MARK LOGO: CGS
 LH0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0467+STABILITY: SURFACE MOTION
 LH0467
 LH0467  HISTORY     - Date     Condition        Report By
 LH0467  HISTORY     - 1949     MONUMENTED       CGS
 LH0467
 LH0467                          STATION DESCRIPTION
 LH0467
 LH0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0467'9.2 MI NE FROM KEARNEY.
 LH0467'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0467'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0467'THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, 176 FEET WEST OF
 LH0467'THE CENTER LINE OF A T ROAD LEADING NORTH, 63.0 FEET NORTH OF THE
 LH0467'NORTHWEST LEG OF A WINDMILL, 55 FEET EAST OF THE CENTER LINE OF A
 LH0467'T ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTER LINE OF AN
 LH0467'EAST-WEST ROAD, 14 FEET EAST OF THE CENTER OF A GATE, 1.0 FOOT
 LH0467'SOUTH OF A FENCE, 1.8 FEET WEST OF A REFERENCE POST, AND SET IN
 LH0467'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0467'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0849 ***********************************************************************
 MK0849  DESIGNATION -  Q 290
 MK0849  PID         -  MK0849
 MK0849  STATE/COUNTY-  NE/CASS
 MK0849  COUNTRY     -  US
 MK0849  USGS QUAD   -  ASHLAND EAST (2017)
 MK0849
 MK0849                         *CURRENT SURVEY CONTROL
 MK0849  ______________________________________________________________________
 MK0849* NAD 83(1986) POSITION- 41 00 56.     (N) 096 19 53.     (W)   SCALED
 MK0849* NAVD 88 ORTHO HEIGHT -   381.334 (meters)     1251.09  (feet) ADJUSTED
 MK0849  ______________________________________________________________________
 MK0849  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 MK0849  DYNAMIC HEIGHT  -        381.179 (meters)     1250.58  (feet) COMP
 MK0849  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 MK0849
 MK0849  VERT ORDER      -  SECOND    CLASS 0
 MK0849
 MK0849.The horizontal coordinates were scaled from a map and have
 MK0849.an estimated accuracy of +/- 6 seconds.
 MK0849
 MK0849.The orthometric height was determined by differential leveling and
 MK0849.adjusted by the NATIONAL GEODETIC SURVEY
 MK0849.in June 1991.
 MK0849
 MK0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0849.GEOID18 height accuracy estimate available here.
 MK0849
 MK0849.Click photographs - Photos may exist for this station.
 MK0849
 MK0849.The dynamic height is computed by dividing the NAVD 88
 MK0849.geopotential number by the normal gravity value computed on the
 MK0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0849.degrees latitude (g = 980.6199 gals.).
 MK0849
 MK0849.The modeled gravity was interpolated from observed gravity values.
 MK0849
 MK0849;                    North         East    Units  Estimated Accuracy
 MK0849;SPC NE       -   137,800.      808,400.      MT  (+/- 180 meters Scaled)
 MK0849
 MK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL243439(NAD 83)
 MK0849
 MK0849                          SUPERSEDED SURVEY CONTROL
 MK0849
 MK0849  NGVD 29 (??/??/92)  381.232  (m)         1250.76   (f) ADJ UNCH    2 0
 MK0849
 MK0849.Superseded values are not recommended for survey control.
 MK0849
 MK0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0849.See file dsdata.pdf to determine how the superseded data were derived.
 MK0849
 MK0849_MARKER: DB = BENCH MARK DISK
 MK0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0849_STAMPING: Q 290 1950
 MK0849_MARK LOGO: CGS
 MK0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0849+STABILITY: SURFACE MOTION
 MK0849
 MK0849  HISTORY     - Date     Condition        Report By
 MK0849  HISTORY     - 1950     MONUMENTED       CGS
 MK0849
 MK0849                          STATION DESCRIPTION
 MK0849
 MK0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0849'3.3 MI SE FROM ASHLAND.
 MK0849'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0849'WORKS AT ASHLAND, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED
 MK0849'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD
 MK0849'INTERSECTION, 173 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 MK0849'WEST ROAD, 149 FEET NORTH OF TELEPHONE POLE 105, 18 FEET EAST
 MK0849'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 41 FEET SOUTHEAST
 MK0849'OF THE CENTER OF A WIRE GATE WHICH IS ON THE WEST SIDE OF THE
 MK0849'NORTH AND SOUTH ROAD, 1 FOOT WEST OF A FENCE, 1.6 FEET NORTH OF
 MK0849'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0849'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0463 ***********************************************************************
 ML0463  CBN         -  This is a Cooperative Base Network Control Station.
 ML0463  DESIGNATION -  Q 291
 ML0463  PID         -  ML0463
 ML0463  STATE/COUNTY-  NE/BUFFALO
 ML0463  COUNTRY     -  US
 ML0463  USGS QUAD   -  RAVENNA (2017)
 ML0463
 ML0463                         *CURRENT SURVEY CONTROL
 ML0463  ______________________________________________________________________
 ML0463* NAD 83(2011) POSITION- 41 02 03.63223(N) 098 59 00.96740(W)   ADJUSTED
 ML0463* NAD 83(2011) ELLIP HT-   595.038 (meters)        (06/27/12)   ADJUSTED
 ML0463* NAD 83(2011) EPOCH   -  2010.00
 ML0463* NAVD 88 ORTHO HEIGHT -   619.145 (meters)     2031.31  (feet) ADJUSTED
 ML0463  ______________________________________________________________________
 ML0463  GEOID HEIGHT    -        -24.101 (meters)                     GEOID18
 ML0463  NAD 83(2011) X  -   -752,423.131 (meters)                     COMP
 ML0463  NAD 83(2011) Y  - -4,759,428.237 (meters)                     COMP
 ML0463  NAD 83(2011) Z  -  4,165,691.454 (meters)                     COMP
 ML0463  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 ML0463  DYNAMIC HEIGHT  -        618.816 (meters)     2030.23  (feet) COMP
 ML0463  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 ML0463
 ML0463  VERT ORDER      -  SECOND    CLASS 0
 ML0463
 ML0463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0463  Standards:
 ML0463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0463  -------------------------------------------------------------------
 ML0463  NETWORK    0.49   1.31           0.23   0.15   0.67     -0.08202991
 ML0463  -------------------------------------------------------------------
 ML0463  Click here for local accuracies and other accuracy information.
 ML0463
 ML0463.The horizontal coordinates were established by GPS observations
 ML0463.and adjusted by the National Geodetic Survey in June 2012.
 ML0463
 ML0463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0463.been affixed to the stable North American tectonic plate. See 
 ML0463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0463
 ML0463.The horizontal coordinates are valid at the epoch date displayed above
 ML0463.which is a decimal equivalence of Year/Month/Day.
 ML0463
 ML0463.The orthometric height was determined by differential leveling and
 ML0463.adjusted by the NATIONAL GEODETIC SURVEY
 ML0463.in June 1991.
 ML0463
 ML0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0463.GEOID18 height accuracy estimate available here.
 ML0463
 ML0463.Click photographs - Photos may exist for this station.
 ML0463
 ML0463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0463
 ML0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0463
 ML0463.The ellipsoidal height was determined by GPS observations
 ML0463.and is referenced to NAD 83.
 ML0463
 ML0463.The dynamic height is computed by dividing the NAVD 88
 ML0463.geopotential number by the normal gravity value computed on the
 ML0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0463.degrees latitude (g = 980.6199 gals.).
 ML0463
 ML0463.The modeled gravity was interpolated from observed gravity values.
 ML0463
 ML0463. The following values were computed from the NAD 83(2011) position.
 ML0463
 ML0463;                    North         East     Units Scale Factor Converg.
 ML0463;SPC NE       -   133,845.839   585,442.155   MT  0.99969224   +0 40 24.8
 ML0463;SPC NE       -   439,125.89  1,920,738.14   sFT  0.99969224   +0 40 24.8
 ML0463;UTM  14      - 4,542,569.522   501,378.376   MT  0.99960002   +0 00 38.8
 ML0463
 ML0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0463!SPC NE       -   0.99990667  x   0.99969224  =   0.99959894
 ML0463!UTM  14      -   0.99990667  x   0.99960002  =   0.99950673
 ML0463
 ML0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0137842569(NAD 83)
 ML0463
 ML0463                          SUPERSEDED SURVEY CONTROL
 ML0463
 ML0463  NAD 83(2007)-  41 02 03.63217(N)    098 59 00.96806(W) AD(2002.00) 0
 ML0463  ELLIP H (02/10/07)  595.062  (m)                       GP(2002.00)    
 ML0463  ELLIP H (09/24/01)  595.035  (m)                       GP(       ) 4 1
 ML0463  NAD 83(1995)-  41 02 03.63193(N)    098 59 00.96757(W) AD(       ) B
 ML0463  ELLIP H (06/25/96)  595.097  (m)                       GP(       ) 1 1
 ML0463  NAVD 88             619.15   (m)         2031.3    (f) LEVELING    3  
 ML0463  NGVD 29 (??/??/92)  618.906  (m)         2030.53   (f) ADJ UNCH    2 0
 ML0463
 ML0463.Superseded values are not recommended for survey control.
 ML0463
 ML0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0463.See file dsdata.pdf to determine how the superseded data were derived.
 ML0463
 ML0463_MARKER: DB = BENCH MARK DISK
 ML0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0463_STAMPING: Q 291 1949
 ML0463_MARK LOGO: CGS
 ML0463_PROJECTION: RECESSED 30 CENTIMETERS
 ML0463_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0463+STABILITY: SURFACE MOTION
 ML0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0463+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2021
 ML0463
 ML0463  HISTORY     - Date     Condition        Report By
 ML0463  HISTORY     - 1949     MONUMENTED       CGS
 ML0463  HISTORY     - 19950606 GOOD             NGS
 ML0463  HISTORY     - 20050308 GOOD             NEDR
 ML0463  HISTORY     - 20060715 GOOD             JCLS
 ML0463  HISTORY     - 20170321 GOOD             NEGS
 ML0463  HISTORY     - 20190404 GOOD             NEGS
 ML0463  HISTORY     - 20210628 GOOD             NEGS
 ML0463
 ML0463                          STATION DESCRIPTION
 ML0463
 ML0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0463'1.5 MI SE FROM SWEETWATER.
 ML0463'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 2 FROM THE POST
 ML0463'OFFICE AT SWEETWATER, AT A PRIVATE ROAD CROSSING, 143 FEET
 ML0463'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST
 ML0463'OF THE NORTHEAST RAIL OF THE TRACK, 14 FEET WEST OF THE CENTER
 ML0463'LINE OF A PRIVATE ROAD LEADING NORTH, 1.5 FEET SOUTHWEST OF A
 ML0463'FENCE, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 ML0463'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0463'ABOVE THE GROUND.
 ML0463
 ML0463                          STATION RECOVERY (1995)
 ML0463
 ML0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0463'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) WEST-NORTHWEST OF RAVENNA, 1.5
 ML0463'MI (2.4 KM) SOUTHEAST OF THE OLD TOWN OF SWEETWATER, ON THE NORTHEAST
 ML0463'RIGHT-OF-WAY OF THE BURLINGTON NORTHERN RAILROAD AND IN THE SW1/4,
 ML0463'SEC2, T12N, R15W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 ML0463'HIGHWAYS 2 AND 68 AT RAVENNA, GO WEST AND NORTHWEST ON HIGHWAY 2 FOR
 ML0463'4.10 MI (6.60 KM) TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 ML0463'NORTH FOR ABOUT 150 FT (45.7 M) TO THE MARK ON THE LEFT JUST ACROSS A
 ML0463'DOUBLE SET OF RAILROAD TRACKS.  THE DISK IS SET INTO THE TOP OF A
 ML0463'ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 1.25 FT (0.38 M) BELOW
 ML0463'THE GROUND SURFACE.  IT IS 88.7 FT (27.0 M) SOUTHWEST OF A
 ML0463'TRIPLE-GUYED UTILITY POLE, 25.6 FT (7.8 M) WEST-NORTHWEST OF A
 ML0463'CONCRETE FENCE CORNER POST, 43.4 FT (13.2 M) NORTHEAST OF THE MOST
 ML0463'NORTHEASTERLY RAIL, 12.3 FT (3.7 M) EAST OF THE EAST ONE OF 2 CLOSELY
 ML0463'SET UTILITY POLES, 11.0 FT (3.4 M) WEST OF THE CENTERLINE OF THE
 ML0463'DRIVEWAY, 1.4 FT (0.4 M) SOUTHEAST OF A WITNESS POST AND IS ABOUT 1.5
 ML0463'FT (0.5 M) LOWER THAN THE DRIVEWAY.  REBAR WAS DRIVEN ALONG THE EAST
 ML0463'SIDE OF THE MARK.
 ML0463
 ML0463                          STATION RECOVERY (2005)
 ML0463
 ML0463'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 ML0463'RECOVERED IN GOOD CONDITION.
 ML0463
 ML0463                          STATION RECOVERY (2006)
 ML0463
 ML0463'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 ML0463'RECOVERED IN GOOD CONDITION.
 ML0463
 ML0463                          STATION RECOVERY (2017)
 ML0463
 ML0463'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 ML0463'DESCRIPTION IS ADEQUATE, LAND OWNER PERFERS NO WITNESS AT MARK FOR
 ML0463'MACHINE CLEARANCE
 ML0463
 ML0463                          STATION RECOVERY (2019)
 ML0463
 ML0463'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0463'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 2 AND NEBRASKA
 ML0463'HIGHWAY 68 SOUTH OF RAVENNA, GO WEST ON NE HIGHWAY 2 APPROXIMATELY
 ML0463'4.07 MI (6.55 KM) TO A PRIVATE DRIVE ON THE RIGHT (NORTHEAST).  TURN
 ML0463'RIGHT ONTO DRIVE AND GO APPROXIMATELY 150 FT (ACROSS RAILROAD TRACKS)
 ML0463'TO THE MARK ON THE LEFT (WEST).
 ML0463'
 ML0463'THE WITNESS POST HAS BEEN REMOVED AS WELL AS THE TWO CLOSELY SET
 ML0463'UTILITY POLES USED FOR TIES.  THE MARK IS APPROXIMATELY IN LINE WITH A
 ML0463'RAILROAD ROW FENCE LINE HEADING WEST-NORTHWEST.
 ML0463
 ML0463                          STATION RECOVERY (2021)
 ML0463
 ML0463'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 ML0463'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 68, SOUTH
 ML0463'OF RAVENNA NE., GO WEST ON NE. HIGHWAY 2 APPROXIMATELY 4.0 MI (6.4 KM)
 ML0463'TO A PRIVATE DRIVE ON THE RIGHT, NORTHEAST.  THE DRIVE IS AT MILE POST
 ML0463'323.41.  TURN RIGHT ONTO THE DRIVE AND GO APPROXIMATELY 150 FT (45.7
 ML0463'M) CROSSING THE RAILROAD TRACKS, TO THE MARK ON THE LEFT.
 ML0463'
 ML0463'IT IS 88.7 FT (27.0 M) SOUTHWEST OF A TRIPLE GUYED UTILITY POLE, 43.4
 ML0463'FT (13.2 M) NORTHEAST OF THE NORTH RAIL, 25.6 FT (7.8 M)
 ML0463'WEST-NORTHWEST OF A CONCRETE FENCE CORNER POST, 11.0 FT (3.4 M) WEST
 ML0463'OF THE CENTERLINE OF THE DRIVEWAY AND 3.05 FT (0.9 M) EAST OF
 ML0463'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0513 ***********************************************************************
 LH0513  DESIGNATION -  Q 292
 LH0513  PID         -  LH0513
 LH0513  STATE/COUNTY-  NE/BUFFALO
 LH0513  COUNTRY     -  US
 LH0513  USGS QUAD   -  KEARNEY (2017)
 LH0513
 LH0513                         *CURRENT SURVEY CONTROL
 LH0513  ______________________________________________________________________
 LH0513* NAD 83(1986) POSITION- 40 42 39.     (N) 099 01 00.     (W)   SCALED
 LH0513* NAVD 88 ORTHO HEIGHT -   648.092 (meters)     2126.28  (feet) ADJUSTED
 LH0513  ______________________________________________________________________
 LH0513  GEOID HEIGHT    -        -24.466 (meters)                     GEOID18
 LH0513  DYNAMIC HEIGHT  -        647.728 (meters)     2125.09  (feet) COMP
 LH0513  MODELED GRAVITY -    980,042.0   (mgal)                       NAVD 88
 LH0513
 LH0513  VERT ORDER      -  SECOND    CLASS 0
 LH0513
 LH0513.This mark is at Kearney Municipal Airport (EAR)
 LH0513
 LH0513.The horizontal coordinates were scaled from a map and have
 LH0513.an estimated accuracy of +/- 6 seconds.
 LH0513
 LH0513.The orthometric height was determined by differential leveling and
 LH0513.adjusted by the NATIONAL GEODETIC SURVEY
 LH0513.in June 1991.
 LH0513
 LH0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0513.GEOID18 height accuracy estimate available here.
 LH0513
 LH0513.Click photographs - Photos may exist for this station.
 LH0513
 LH0513.The dynamic height is computed by dividing the NAVD 88
 LH0513.geopotential number by the normal gravity value computed on the
 LH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0513.degrees latitude (g = 980.6199 gals.).
 LH0513
 LH0513.The modeled gravity was interpolated from observed gravity values.
 LH0513
 LH0513;                    North         East    Units  Estimated Accuracy
 LH0513;SPC NE       -    97,900.      583,070.      MT  (+/- 180 meters Scaled)
 LH0513
 LH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML985066(NAD 83)
 LH0513
 LH0513                          SUPERSEDED SURVEY CONTROL
 LH0513
 LH0513  NGVD 29 (??/??/92)  647.834  (m)         2125.44   (f) ADJ UNCH    2 0
 LH0513
 LH0513.Superseded values are not recommended for survey control.
 LH0513
 LH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0513.See file dsdata.pdf to determine how the superseded data were derived.
 LH0513
 LH0513_MARKER: DB = BENCH MARK DISK
 LH0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0513_STAMPING: Q 292 1949
 LH0513_MARK LOGO: CGS
 LH0513_PROJECTION: PROJECTING 6 CENTIMETERS
 LH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0513+STABILITY: SURFACE MOTION
 LH0513
 LH0513  HISTORY     - Date     Condition        Report By
 LH0513  HISTORY     - 1949     MONUMENTED       CGS
 LH0513  HISTORY     - 1971     GOOD             NGS
 LH0513  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0513
 LH0513                          STATION DESCRIPTION
 LH0513
 LH0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0513'3.5 MI E FROM KEARNEY.
 LH0513'3.5 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE MONUMENT AT
 LH0513'THE JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE HIGHWAY NO. 10 AT
 LH0513'KEARNEY, AT THE KEARNEY ARMY AIR BASE, AT THE MAIN GATE, ABOUT
 LH0513'300 FEET NORTH OF THE HIGHWAY, 41 FEET WEST OF THE SOUTHWEST
 LH0513'CORNER OF THE GUARD HOUSE, 29 FEET WEST OF THE CENTER LINE OF
 LH0513'THE WEST GATE, 1.7 FEET EAST OF A CORNER FENCE POST, 1.2 FEET
 LH0513'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0513'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0513
 LH0513                          STATION RECOVERY (1971)
 LH0513
 LH0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0513'RECOVERED IN GOOD CONDITION.
 LH0513
 LH0513                          STATION RECOVERY (1991)
 LH0513
 LH0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0513'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0616 ***********************************************************************
 LH0616  DESIGNATION -  Q 293
 LH0616  PID         -  LH0616
 LH0616  STATE/COUNTY-  NE/BUFFALO
 LH0616  COUNTRY     -  US
 LH0616  USGS QUAD   -  PLEASANTON NW (2017)
 LH0616
 LH0616                         *CURRENT SURVEY CONTROL
 LH0616  ______________________________________________________________________
 LH0616* NAD 83(1986) POSITION- 40 58 24.     (N) 099 13 18.     (W)   SCALED
 LH0616* NAVD 88 ORTHO HEIGHT -   652.938 (meters)     2142.18  (feet) ADJUSTED
 LH0616  ______________________________________________________________________
 LH0616  GEOID HEIGHT    -        -23.950 (meters)                     GEOID18
 LH0616  DYNAMIC HEIGHT  -        652.580 (meters)     2141.01  (feet) COMP
 LH0616  MODELED GRAVITY -    980,054.2   (mgal)                       NAVD 88
 LH0616
 LH0616  VERT ORDER      -  SECOND    CLASS 0
 LH0616
 LH0616.The horizontal coordinates were scaled from a map and have
 LH0616.an estimated accuracy of +/- 6 seconds.
 LH0616
 LH0616.The orthometric height was determined by differential leveling and
 LH0616.adjusted by the NATIONAL GEODETIC SURVEY
 LH0616.in June 1991.
 LH0616
 LH0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0616.GEOID18 height accuracy estimate available here.
 LH0616
 LH0616.Click photographs - Photos may exist for this station.
 LH0616
 LH0616.The dynamic height is computed by dividing the NAVD 88
 LH0616.geopotential number by the normal gravity value computed on the
 LH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0616.degrees latitude (g = 980.6199 gals.).
 LH0616
 LH0616.The modeled gravity was interpolated from observed gravity values.
 LH0616
 LH0616;                    North         East    Units  Estimated Accuracy
 LH0616;SPC NE       -   126,870.      565,490.      MT  (+/- 180 meters Scaled)
 LH0616
 LH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML813358(NAD 83)
 LH0616
 LH0616                          SUPERSEDED SURVEY CONTROL
 LH0616
 LH0616  NGVD 29 (??/??/92)  652.691  (m)         2141.37   (f) ADJ UNCH    2 0
 LH0616
 LH0616.Superseded values are not recommended for survey control.
 LH0616
 LH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0616.See file dsdata.pdf to determine how the superseded data were derived.
 LH0616
 LH0616_MARKER: DB = BENCH MARK DISK
 LH0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0616_STAMPING: Q 293 1949
 LH0616_MARK LOGO: CGS
 LH0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0616+STABILITY: SURFACE MOTION
 LH0616
 LH0616  HISTORY     - Date     Condition        Report By
 LH0616  HISTORY     - 1949     MONUMENTED       CGS
 LH0616
 LH0616                          STATION DESCRIPTION
 LH0616
 LH0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0616'8.2 MI W FROM PLEASANTON.
 LH0616'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0616'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 7.5 MILES WEST ALONG
 LH0616'A COUNTY ROAD, AT A T-JUNCTION OF ROADS, ON THE INSIDE OF A
 LH0616'CURVE WITH TANGENTS LEADING NORTHEAST AND SOUTHEAST, 0.35 MILE
 LH0616'SOUTHWEST OF A BRIDGE OVER THE SOUTH LOUP RIVER, 42 FEET NORTH
 LH0616'OF A POINT ON THE PROJECTED CENTER LINE OF A SIDE ROAD LEADING
 LH0616'WEST, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH
 LH0616'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 1.7 FEET EAST OF A
 LH0616'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0616'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE
 LH0616'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0629 ***********************************************************************
 LH0629  DESIGNATION -  Q 294
 LH0629  PID         -  LH0629
 LH0629  STATE/COUNTY-  NE/BUFFALO
 LH0629  COUNTRY     -  US
 LH0629  USGS QUAD   -  AMHERST (2017)
 LH0629
 LH0629                         *CURRENT SURVEY CONTROL
 LH0629  ______________________________________________________________________
 LH0629* NAD 83(1986) POSITION- 40 50 34.7    (N) 099 15 17.2    (W)   HD_HELD2
 LH0629* NAVD 88 ORTHO HEIGHT -   706.781 (meters)     2318.83  (feet) ADJUSTED
 LH0629  ______________________________________________________________________
 LH0629  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 LH0629  DYNAMIC HEIGHT  -        706.378 (meters)     2317.51  (feet) COMP
 LH0629  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 LH0629
 LH0629  VERT ORDER      -  SECOND    CLASS 0
 LH0629
 LH0629.The horizontal coordinates were established by autonomous hand held GPS
 LH0629.observations and have an estimated accuracy of +/- 10 meters.
 LH0629
 LH0629.The orthometric height was determined by differential leveling and
 LH0629.adjusted by the NATIONAL GEODETIC SURVEY
 LH0629.in June 1991.
 LH0629
 LH0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0629.GEOID18 height accuracy estimate available here.
 LH0629
 LH0629.Click photographs - Photos may exist for this station.
 LH0629
 LH0629.The dynamic height is computed by dividing the NAVD 88
 LH0629.geopotential number by the normal gravity value computed on the
 LH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0629.degrees latitude (g = 980.6199 gals.).
 LH0629
 LH0629.The modeled gravity was interpolated from observed gravity values.
 LH0629
 LH0629;                    North         East    Units  Estimated Accuracy
 LH0629;SPC NE       -   112,368.      562,830.      MT  (+/- 10 meters HH2 GPS)
 LH0629
 LH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7852221356(NAD 83)
 LH0629
 LH0629                          SUPERSEDED SURVEY CONTROL
 LH0629
 LH0629  NGVD 29 (??/??/92)  706.523  (m)         2317.98   (f) ADJ UNCH    2 0
 LH0629
 LH0629.Superseded values are not recommended for survey control.
 LH0629
 LH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0629.See file dsdata.pdf to determine how the superseded data were derived.
 LH0629
 LH0629_MARKER: DB = BENCH MARK DISK
 LH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0629_STAMPING: Q 294 1949
 LH0629_MARK LOGO: CGS
 LH0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0629+STABILITY: SURFACE MOTION
 LH0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0629+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2010
 LH0629
 LH0629  HISTORY     - Date     Condition        Report By
 LH0629  HISTORY     - 1949     MONUMENTED       CGS
 LH0629  HISTORY     - 1966     GOOD             CGS
 LH0629  HISTORY     - 19920709 MARK NOT FOUND   LOCSUR
 LH0629  HISTORY     - 20100326 GOOD             GEOCAC
 LH0629
 LH0629                          STATION DESCRIPTION
 LH0629
 LH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0629'0.8 MI N FROM AMHERST.
 LH0629'0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0629'AMHERST, ABOUT 300 FEET SOUTH OF A T-JUNCTION OF THE NORTH-SOUTH
 LH0629'ROAD AND A SIDE ROAD LEADING EAST, ABOUT 200 FEET NORTH OF A
 LH0629'CURVE WITH TANGENTS LEADING WEST AND NORTH, 35 FEET SOUTH OF
 LH0629'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO THE E.W. DAVIS
 LH0629'FARMHOUSE, 33 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0629'ROAD, 1.3 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE
 LH0629'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0629'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0629
 LH0629                          STATION RECOVERY (1966)
 LH0629
 LH0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LH0629'RECOVERED IN GOOD CONDITION.
 LH0629
 LH0629                          STATION RECOVERY (1992)
 LH0629
 LH0629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 LH0629'MARK NOT FOUND.
 LH0629
 LH0629                          STATION RECOVERY (2010)
 LH0629
 LH0629'RECOVERY NOTE BY GEOCACHING 2010
 LH0629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0584 ***********************************************************************
 LH0584  DESIGNATION -  Q 295
 LH0584  PID         -  LH0584
 LH0584  STATE/COUNTY-  NE/BUFFALO
 LH0584  COUNTRY     -  US
 LH0584  USGS QUAD   -  KEARNEY (2017)
 LH0584
 LH0584                         *CURRENT SURVEY CONTROL
 LH0584  ______________________________________________________________________
 LH0584* NAD 83(1986) POSITION- 40 44 52.     (N) 099 05 02.     (W)   SCALED
 LH0584* NAVD 88 ORTHO HEIGHT -   659.849 (meters)     2164.85  (feet) ADJUSTED
 LH0584  ______________________________________________________________________
 LH0584  GEOID HEIGHT    -        -24.328 (meters)                     GEOID18
 LH0584  DYNAMIC HEIGHT  -        659.479 (meters)     2163.64  (feet) COMP
 LH0584  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 LH0584
 LH0584  VERT ORDER      -  SECOND    CLASS 0
 LH0584
 LH0584.The horizontal coordinates were scaled from a map and have
 LH0584.an estimated accuracy of +/- 6 seconds.
 LH0584
 LH0584.The orthometric height was determined by differential leveling and
 LH0584.adjusted by the NATIONAL GEODETIC SURVEY
 LH0584.in June 1991.
 LH0584
 LH0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0584.GEOID18 height accuracy estimate available here.
 LH0584
 LH0584.Click photographs - Photos may exist for this station.
 LH0584
 LH0584.The dynamic height is computed by dividing the NAVD 88
 LH0584.geopotential number by the normal gravity value computed on the
 LH0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0584.degrees latitude (g = 980.6199 gals.).
 LH0584
 LH0584.The modeled gravity was interpolated from observed gravity values.
 LH0584
 LH0584;                    North         East    Units  Estimated Accuracy
 LH0584;SPC NE       -   101,940.      577,350.      MT  (+/- 180 meters Scaled)
 LH0584
 LH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929107(NAD 83)
 LH0584
 LH0584                          SUPERSEDED SURVEY CONTROL
 LH0584
 LH0584  NGVD 29 (??/??/92)  659.600  (m)         2164.04   (f) ADJ UNCH    2 0
 LH0584
 LH0584.Superseded values are not recommended for survey control.
 LH0584
 LH0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0584.See file dsdata.pdf to determine how the superseded data were derived.
 LH0584
 LH0584_MARKER: DB = BENCH MARK DISK
 LH0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0584_STAMPING: Q 295 1949
 LH0584_MARK LOGO: CGS
 LH0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0584+STABILITY: SURFACE MOTION
 LH0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0584+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0584
 LH0584  HISTORY     - Date     Condition        Report By
 LH0584  HISTORY     - 1949     MONUMENTED       CGS
 LH0584  HISTORY     - 19930726 GOOD             NGS
 LH0584  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0584
 LH0584                          STATION DESCRIPTION
 LH0584
 LH0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0584'3.4 MI N FROM KEARNEY.
 LH0584'3.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0584'KEARNEY, BUFFALO COUNTY, AT THE CROSSING OF THE UNION PACIFIC
 LH0584'RAILROAD, 70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 LH0584'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 5 FEET NORTHWEST OF
 LH0584'A POWER-TRANSMISSION LINE POLE, 1.5 FEET SOUTHEAST OF THE SOUTHEAST
 LH0584'END-POST OF THE NORTHEAST RIGHT-OF-WAY FENCE, AND 2 FEET NORTHWEST
 LH0584'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 295
 LH0584'1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LH0584'ABOVE GROUND.
 LH0584
 LH0584                          STATION RECOVERY (1993)
 LH0584
 LH0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0584'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. THE MARK IS LOCATED AT
 LH0584'GLENWOOD PARK, 0.1 MI (0.2 KM) SOUTH FROM THE JUNCTION OF STATE
 LH0584'HIGHWAYS 10 AND 40 AND IN THE SE1/4, SEC14, T9N, R16W. THE MARK IS 70
 LH0584'FT (21.3 M) WEST FROM THE CENTERLINE OF STATE HIGHWAY 10, 5 FT (1.5 M)
 LH0584'NORTHWEST FROM A POWERLINE POLE, 1.5 FT (0.5 M) SOUTHEAST FROM THE
 LH0584'SOUTHEAST END POST OF AN OLD, ABANDONED, RAILROAD FENCE, 2.0 FT (0.6
 LH0584'M) NORTHWEST FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND
 LH0584'CONCRETE POST THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND
 LH0584'SURFACE.
 LH0584
 LH0584                          STATION RECOVERY (2005)
 LH0584
 LH0584'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0584'BELIEVED DESTROYED DUE TO CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2183 ***********************************************************************
 MK2183  DESIGNATION -  Q 298 RESET
 MK2183  PID         -  MK2183
 MK2183  STATE/COUNTY-  NE/SAUNDERS
 MK2183  COUNTRY     -  US
 MK2183  USGS QUAD   -  WAHOO EAST (2017)
 MK2183
 MK2183                         *CURRENT SURVEY CONTROL
 MK2183  ______________________________________________________________________
 MK2183* NAD 83(1986) POSITION- 41 10 38.     (N) 096 34 25.     (W)   SCALED
 MK2183* NAVD 88 ORTHO HEIGHT -   351.22  (meters)     1152.3   (feet) RESET
 MK2183  ______________________________________________________________________
 MK2183  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 MK2183  VERT ORDER      -  THIRD
 MK2183
 MK2183.The horizontal coordinates were scaled from a map and have
 MK2183.an estimated accuracy of +/- 6 seconds.
 MK2183
 MK2183.The orthometric height was computed from unverified reset data.
 MK2183
 MK2183.No vertical observational check was made to the station.
 MK2183
 MK2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2183.GEOID18 height accuracy estimate available here.
 MK2183
 MK2183.Click photographs - Photos may exist for this station.
 MK2183
 MK2183;                    North         East    Units  Estimated Accuracy
 MK2183;SPC NE       -   154,900.      787,340.      MT  (+/- 180 meters Scaled)
 MK2183
 MK2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL035612(NAD 83)
 MK2183
 MK2183                          SUPERSEDED SURVEY CONTROL
 MK2183
 MK2183  NGVD 29 (01/31/13)  351.08   (m)         1151.8    (f) RESET       3  
 MK2183
 MK2183.Superseded values are not recommended for survey control.
 MK2183
 MK2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2183.See file dsdata.pdf to determine how the superseded data were derived.
 MK2183
 MK2183_MARKER: DV = VERTICAL CONTROL DISK
 MK2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2183_STAMPING: Q 298 RESET 1987
 MK2183_MARK LOGO: NGS
 MK2183_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2183+STABILITY: SURFACE MOTION
 MK2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2183+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2183
 MK2183  HISTORY     - Date     Condition        Report By
 MK2183  HISTORY     - 1987     MONUMENTED       NGS
 MK2183
 MK2183                          STATION DESCRIPTION
 MK2183
 MK2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2183'0.48 KM (0.30 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE COURTHOUSE IN
 MK2183'WAHOO, THEN 1.61 KM (1.00 MI) EAST ON A PAVED ROAD, THEN 1.61 KM
 MK2183'(1.00 MI) SOUTH ON A GRADED ROAD, THEN 2.41 KM (1.50 MI) EAST ON A
 MK2183'GRADED ROAD, THEN 1.61 KM (1.00 MI) SOUTH ON A DIRT ROAD TO THE MARK
 MK2183'AT A T-ROAD, 9.45 M (31.0 FT) WEST-SOUTHWEST FROM SECTION CORNER
 MK2183'T14N, R7E, 13,24, 4.88 M (16.0 FT) WEST FROM THE EXTENDED CENTERLINE
 MK2183'OF THE NORTH/SOUTH ROAD, 4.57 M (15.0 FT) SOUTH FROM THE CENTERLINE
 MK2183'OF THE EAST/WEST ROAD, 0.3 M (1.0 FT) EAST FROM A WITNESS POST AND
 MK2183'SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.1 M (0.3 FT)
 MK2183'ABOVE THE GROUND AND IS ABOUT 0.6 M (2.0 FT) BELOW THE ROADS.
 MK2183'THE MARK IS ABOUT 1.61 KM (1.00 MI) SOUTH FROM BENCH MARK G 298.
 MK2183'THE DIRT ROAD TO THE MARK WILL BE IMPASSABLE DURING WET WEATHER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0789 ***********************************************************************
 MK0789  DESIGNATION -  Q 299
 MK0789  PID         -  MK0789
 MK0789  STATE/COUNTY-  NE/SAUNDERS
 MK0789  COUNTRY     -  US
 MK0789  USGS QUAD   -  MEAD (2017)
 MK0789
 MK0789                         *CURRENT SURVEY CONTROL
 MK0789  ______________________________________________________________________
 MK0789* NAD 83(1986) POSITION- 41 14 03.     (N) 096 23 49.     (W)   SCALED
 MK0789* NAVD 88 ORTHO HEIGHT -   350.324 (meters)     1149.35  (feet) ADJUSTED
 MK0789  ______________________________________________________________________
 MK0789  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 MK0789  DYNAMIC HEIGHT  -        350.162 (meters)     1148.82  (feet) COMP
 MK0789  MODELED GRAVITY -    980,153.0   (mgal)                       NAVD 88
 MK0789
 MK0789  VERT ORDER      -  SECOND    CLASS 0
 MK0789
 MK0789.The horizontal coordinates were scaled from a map and have
 MK0789.an estimated accuracy of +/- 6 seconds.
 MK0789
 MK0789.The orthometric height was determined by differential leveling and
 MK0789.adjusted by the NATIONAL GEODETIC SURVEY
 MK0789.in June 1991.
 MK0789
 MK0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0789.GEOID18 height accuracy estimate available here.
 MK0789
 MK0789.Click photographs - Photos may exist for this station.
 MK0789
 MK0789.The dynamic height is computed by dividing the NAVD 88
 MK0789.geopotential number by the normal gravity value computed on the
 MK0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0789.degrees latitude (g = 980.6199 gals.).
 MK0789
 MK0789.The modeled gravity was interpolated from observed gravity values.
 MK0789
 MK0789;                    North         East    Units  Estimated Accuracy
 MK0789;SPC NE       -   161,820.      801,880.      MT  (+/- 180 meters Scaled)
 MK0789
 MK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL181680(NAD 83)
 MK0789
 MK0789                          SUPERSEDED SURVEY CONTROL
 MK0789
 MK0789  NGVD 29 (??/??/92)  350.190  (m)         1148.92   (f) ADJ UNCH    2 0
 MK0789
 MK0789.Superseded values are not recommended for survey control.
 MK0789
 MK0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0789.See file dsdata.pdf to determine how the superseded data were derived.
 MK0789
 MK0789_MARKER: DB = BENCH MARK DISK
 MK0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0789_SP_SET: BRIDGE ABUTMENT
 MK0789_STAMPING: Q 299 1950
 MK0789_MARK LOGO: CGS
 MK0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0789
 MK0789  HISTORY     - Date     Condition        Report By
 MK0789  HISTORY     - 1950     MONUMENTED       CGS
 MK0789
 MK0789                          STATION DESCRIPTION
 MK0789
 MK0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0789'0.5 MI S FROM YUTAN.
 MK0789'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0789'YUTAN, AT A JUNCTION WITH U.S. HIGHWAY 30 A, 184 FEET NORTH
 MK0789'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER
 MK0789'LINE OF THE EAST AND WEST ROAD, SET IN THE TOP OF THE EAST
 MK0789'END OF THE NORTH ABUTMENT OF A BRIDGE OVER UPPER CLEAR CREEK,
 MK0789'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0778 ***********************************************************************
 MK0778  DESIGNATION -  Q 300
 MK0778  PID         -  MK0778
 MK0778  STATE/COUNTY-  NE/DOUGLAS
 MK0778  COUNTRY     -  US
 MK0778  USGS QUAD   -  WANN (2017)
 MK0778
 MK0778                         *CURRENT SURVEY CONTROL
 MK0778  ______________________________________________________________________
 MK0778* NAD 83(1986) POSITION- 41 12 05.     (N) 096 16 37.     (W)   SCALED
 MK0778* NAVD 88 ORTHO HEIGHT -   373.963 (meters)     1226.91  (feet) ADJUSTED
 MK0778  ______________________________________________________________________
 MK0778  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 MK0778  DYNAMIC HEIGHT  -        373.801 (meters)     1226.38  (feet) COMP
 MK0778  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 MK0778
 MK0778  VERT ORDER      -  SECOND    CLASS 0
 MK0778
 MK0778.The horizontal coordinates were scaled from a map and have
 MK0778.an estimated accuracy of +/- 6 seconds.
 MK0778
 MK0778.The orthometric height was determined by differential leveling and
 MK0778.adjusted by the NATIONAL GEODETIC SURVEY
 MK0778.in June 1991.
 MK0778
 MK0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0778.GEOID18 height accuracy estimate available here.
 MK0778
 MK0778.Click photographs - Photos may exist for this station.
 MK0778
 MK0778.The dynamic height is computed by dividing the NAVD 88
 MK0778.geopotential number by the normal gravity value computed on the
 MK0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0778.degrees latitude (g = 980.6199 gals.).
 MK0778
 MK0778.The modeled gravity was interpolated from observed gravity values.
 MK0778
 MK0778;                    North         East    Units  Estimated Accuracy
 MK0778;SPC NE       -   158,610.      812,090.      MT  (+/- 180 meters Scaled)
 MK0778
 MK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL283646(NAD 83)
 MK0778
 MK0778                          SUPERSEDED SURVEY CONTROL
 MK0778
 MK0778  NGVD 29 (??/??/92)  373.844  (m)         1226.52   (f) ADJ UNCH    2 0
 MK0778
 MK0778.Superseded values are not recommended for survey control.
 MK0778
 MK0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0778.See file dsdata.pdf to determine how the superseded data were derived.
 MK0778
 MK0778_MARKER: DB = BENCH MARK DISK
 MK0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0778_STAMPING: Q 300 1950
 MK0778_MARK LOGO: CGS
 MK0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0778+STABILITY: SURFACE MOTION
 MK0778
 MK0778  HISTORY     - Date     Condition        Report By
 MK0778  HISTORY     - 1950     MONUMENTED       CGS
 MK0778  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0778
 MK0778                          STATION DESCRIPTION
 MK0778
 MK0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0778'7.4 MI NW FROM GRETNA.
 MK0778'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0778'GRETNA, THENCE 4.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE
 MK0778'2.4 MILES WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF D.A.
 MK0778'SEWING, 139 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MK0778'FARMHOUSE, 117 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK0778'BARN, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 MK0778'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.0 FOOT WEST
 MK0778'OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MK0778'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0778
 MK0778                          STATION RECOVERY (1976)
 MK0778
 MK0778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0778'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0766 ***********************************************************************
 MK0766  DESIGNATION -  Q 301
 MK0766  PID         -  MK0766
 MK0766  STATE/COUNTY-  NE/DOUGLAS
 MK0766  COUNTRY     -  US
 MK0766  USGS QUAD   -  VALLEY (2017)
 MK0766
 MK0766                         *CURRENT SURVEY CONTROL
 MK0766  ______________________________________________________________________
 MK0766* NAD 83(1986) POSITION- 41 18 43.86   (N) 096 20 25.90   (W)   HD_HELD1
 MK0766* NAVD 88 ORTHO HEIGHT -   346.785 (meters)     1137.74  (feet) ADJUSTED
 MK0766  ______________________________________________________________________
 MK0766  GEOID HEIGHT    -        -27.419 (meters)                     GEOID18
 MK0766  DYNAMIC HEIGHT  -        346.624 (meters)     1137.22  (feet) COMP
 MK0766  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 MK0766
 MK0766  VERT ORDER      -  SECOND    CLASS 0
 MK0766
 MK0766.The horizontal coordinates were determined by differentially corrected
 MK0766.hand held GPS observations or other comparable positioning techniques
 MK0766.and have an estimated accuracy of +/- 3 meters.
 MK0766
 MK0766.The orthometric height was determined by differential leveling and
 MK0766.adjusted by the NATIONAL GEODETIC SURVEY
 MK0766.in June 1991.
 MK0766
 MK0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0766.GEOID18 height accuracy estimate available here.
 MK0766
 MK0766.Click photographs - Photos may exist for this station.
 MK0766
 MK0766.The dynamic height is computed by dividing the NAVD 88
 MK0766.geopotential number by the normal gravity value computed on the
 MK0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0766.degrees latitude (g = 980.6199 gals.).
 MK0766
 MK0766.The modeled gravity was interpolated from observed gravity values.
 MK0766
 MK0766;                    North         East    Units  Estimated Accuracy
 MK0766;SPC NE       -   170,671.8     806,238.7     MT  (+/- 3 meters HH1 GPS) 
 MK0766
 MK0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2261776825(NAD 83)
 MK0766
 MK0766                          SUPERSEDED SURVEY CONTROL
 MK0766
 MK0766  NGVD 29 (??/??/92)  346.650  (m)         1137.30   (f) ADJ UNCH    2 0
 MK0766
 MK0766.Superseded values are not recommended for survey control.
 MK0766
 MK0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0766.See file dsdata.pdf to determine how the superseded data were derived.
 MK0766
 MK0766_MARKER: DB = BENCH MARK DISK
 MK0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0766_STAMPING: Q 301 1950
 MK0766_MARK LOGO: CGS
 MK0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0766+STABILITY: SURFACE MOTION
 MK0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0766+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 MK0766
 MK0766  HISTORY     - Date     Condition        Report By
 MK0766  HISTORY     - 1950     MONUMENTED       CGS
 MK0766  HISTORY     - 1976     GOOD             LOCSUR
 MK0766  HISTORY     - 20080109 GOOD             NEDR
 MK0766  HISTORY     - 20110117 GOOD             INDIV
 MK0766  HISTORY     - 20141206 GOOD             GEOCAC
 MK0766  HISTORY     - 20160201 GOOD             INDIV
 MK0766
 MK0766                          STATION DESCRIPTION
 MK0766
 MK0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0766'AT VALLEY.
 MK0766'AT VALLEY, 0.25 MILE SOUTHEAST OF THE UNION PACIFIC RAILROAD
 MK0766'STATION, 52 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 93,
 MK0766'ON THE INSIDE OF A CURVE IN THE HIGHWAY, 2 FEET EAST OF THE
 MK0766'SOUTHEAST CORNER OF A RED BRICK POWER LINE SUB STATION, 1 FOOT
 MK0766'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0766'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0766
 MK0766                          STATION RECOVERY (1976)
 MK0766
 MK0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0766'RECOVERED IN GOOD CONDITION.
 MK0766
 MK0766                          STATION RECOVERY (2008)
 MK0766
 MK0766'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0766'RECOVERED IN GOOD CONDITION.
 MK0766
 MK0766                          STATION RECOVERY (2011)
 MK0766
 MK0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0766'RECOVERED IN GOOD CONDITION
 MK0766
 MK0766                          STATION RECOVERY (2014)
 MK0766
 MK0766'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK0766'GRASS IS BEGINNING TO COVER THE BENCHMARK. THE BENCHMARK IS TWO OR
 MK0766'THREE INCHES BENEATH GROUND LEVEL.
 MK0766
 MK0766                          STATION RECOVERY (2016)
 MK0766
 MK0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RW)
 MK0766'MONUMENT RECOVERED AT THE NORTHWEST CORNER OF N 270TH STREET (E.
 MK0766'GARDINER ST.) AND E. VASS STREET. EAST VASS STREET IS A GRAVEL ROAD
 MK0766'RUNNING EAST-WEST AND TERMINATING AT 270TH STREET. MONUMENT IS 2 FEET
 MK0766'EAST OF THE SOUTHEAST CORNER OF A RED BRICK POWER LINE SUB STATION. A
 MK0766'WITNESS POST IS NEXT TO MONUMENT. BRASS DISK IN CONCRETE STAMPED Q
 MK0766'301. MONUMENT IS AT SURFACE LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0539 ***********************************************************************
 MK0539  DESIGNATION -  Q 302
 MK0539  PID         -  MK0539
 MK0539  STATE/COUNTY-  NE/SARPY
 MK0539  COUNTRY     -  US
 MK0539  USGS QUAD   -  RALSTON (2017)
 MK0539
 MK0539                         *CURRENT SURVEY CONTROL
 MK0539  ______________________________________________________________________
 MK0539* NAD 83(1986) POSITION- 41 09 01.     (N) 096 00 05.     (W)   SCALED
 MK0539* NAVD 88 ORTHO HEIGHT -   303.627 (meters)      996.15  (feet) ADJUSTED
 MK0539  ______________________________________________________________________
 MK0539  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 MK0539  DYNAMIC HEIGHT  -        303.503 (meters)      995.74  (feet) COMP
 MK0539  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 MK0539
 MK0539  VERT ORDER      -  SECOND    CLASS 0
 MK0539
 MK0539.The horizontal coordinates were scaled from a map and have
 MK0539.an estimated accuracy of +/- 6 seconds.
 MK0539
 MK0539.The orthometric height was determined by differential leveling and
 MK0539.adjusted by the NATIONAL GEODETIC SURVEY
 MK0539.in June 1991.
 MK0539
 MK0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0539.GEOID18 height accuracy estimate available here.
 MK0539
 MK0539.Click photographs - Photos may exist for this station.
 MK0539
 MK0539.The dynamic height is computed by dividing the NAVD 88
 MK0539.geopotential number by the normal gravity value computed on the
 MK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0539.degrees latitude (g = 980.6199 gals.).
 MK0539
 MK0539.The modeled gravity was interpolated from observed gravity values.
 MK0539
 MK0539;                    North         East    Units  Estimated Accuracy
 MK0539;SPC NE       -   153,970.      835,430.      MT  (+/- 180 meters Scaled)
 MK0539
 MK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL516597(NAD 83)
 MK0539
 MK0539                          SUPERSEDED SURVEY CONTROL
 MK0539
 MK0539  NGVD 29 (??/??/92)  303.521  (m)          995.80   (f) ADJ UNCH    2 0
 MK0539
 MK0539.Superseded values are not recommended for survey control.
 MK0539
 MK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0539.See file dsdata.pdf to determine how the superseded data were derived.
 MK0539
 MK0539_MARKER: DB = BENCH MARK DISK
 MK0539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0539_SP_SET: BRIDGE ABUTMENT
 MK0539_STAMPING: Q 302 1950
 MK0539_MARK LOGO: CGS
 MK0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0539+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1993
 MK0539
 MK0539  HISTORY     - Date     Condition        Report By
 MK0539  HISTORY     - 1950     MONUMENTED       CGS
 MK0539  HISTORY     - 19931025 GOOD             NGS
 MK0539
 MK0539                          STATION DESCRIPTION
 MK0539
 MK0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0539'2.4 MI E FROM PAPILLION.
 MK0539'2.4MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0539'AT PAPILLION, SARPY COUNTY, 78 YARDS EAST OF SEMAPHORE A 147, AT
 MK0539'TRESTLE 14.68, IN THE TOP OF THE SOUTH END OF THE SOUTH
 MK0539'CONCRETE-AND-ROCK BASE, 4 FEET SOUTH OF THE SOUTH RAIL OF THE
 MK0539'TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MK0539'Q 302 1950.
 MK0539
 MK0539                          STATION RECOVERY (1993)
 MK0539
 MK0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 MK0539'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE RAILROAD IS GONE
 MK0539'AND THE OLD ABUTMENT IS TO BE REMOVED.  THE MARK WAS RELOCATED.  SEE Q
 MK0539'302 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7423 ***********************************************************************
 AA7423  DESIGNATION -  Q 302 RESET
 AA7423  PID         -  AA7423
 AA7423  STATE/COUNTY-  NE/SARPY
 AA7423  COUNTRY     -  US
 AA7423  USGS QUAD   -  RALSTON (2017)
 AA7423
 AA7423                         *CURRENT SURVEY CONTROL
 AA7423  ______________________________________________________________________
 AA7423* NAD 83(1986) POSITION- 41 09 04.6    (N) 096 00 02.5    (W)   HD_HELD2
 AA7423* NAVD 88 ORTHO HEIGHT -   304.16  (+/-2cm)      997.9   (feet) VERTCON
 AA7423  ______________________________________________________________________
 AA7423  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 AA7423  VERT ORDER      -  THIRD (See Below)
 AA7423
 AA7423.The horizontal coordinates were established by autonomous hand held GPS
 AA7423.observations and have an estimated accuracy of +/- 10 meters.
 AA7423
 AA7423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7423
 AA7423.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7423.GEOID18 height accuracy estimate available here.
 AA7423
 AA7423.The vertical order pertains to the NGVD 29 superseded value.
 AA7423
 AA7423.Click photographs - Photos may exist for this station.
 AA7423
 AA7423;                    North         East    Units  Estimated Accuracy
 AA7423;SPC NE       -   154,086.      835,484.      MT  (+/- 10 meters HH2 GPS)
 AA7423
 AA7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5168459887(NAD 83)
 AA7423
 AA7423                          SUPERSEDED SURVEY CONTROL
 AA7423
 AA7423  NGVD 29 (01/31/13)  304.06   (m)          997.6    (f) RESET       3  
 AA7423
 AA7423.Superseded values are not recommended for survey control.
 AA7423
 AA7423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7423.See file dsdata.pdf to determine how the superseded data were derived.
 AA7423
 AA7423_MARKER: DV = VERTICAL CONTROL DISK
 AA7423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7423_STAMPING: Q 302 RESET 1993
 AA7423_MARK LOGO: NGS
 AA7423_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7423+STABILITY: SURFACE MOTION
 AA7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7423+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7423
 AA7423  HISTORY     - Date     Condition        Report By
 AA7423  HISTORY     - 1993     MONUMENTED       NGS
 AA7423
 AA7423                          STATION DESCRIPTION
 AA7423
 AA7423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7423'TO REACH THE MARK FROM THE SARPY COUNTY COURTHOUSE, AT THE JUNCTION OF
 AA7423'STATE HIGHWAY 370 AND WASHINGTON STREET, IN PAPILLION, GO NORTH ON
 AA7423'WASHINGTON STREET FOR 1.2 MI (1.9 KM) TO 6TH STREET.  TURN RIGHT AND
 AA7423'GO EAST ON 6TH STREET, WHICH BECOMES CORNHUSKER ROAD, FOR 2.85 MI
 AA7423'(4.59 KM) TO 48TH STREET.  TURN RIGHT AND GO SOUTH ON 48TH STREET FOR
 AA7423'0.5 MI (0.8 KM) TO A CURVE EAST.  CONTINUE EAST FOR 0.1 MI (0.2 KM) TO
 AA7423'A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) TO A CURVE
 AA7423'RIGHT AND WEST.  CONTINUE WEST FOR 0.4 MI (0.6 KM) TO A GATE, JUST
 AA7423'WEST OF THE BELLVUE BERRY FARM BUILDINGS.  CONTINUE WEST ON AN OLD
 AA7423'RAILROAD GRADE AND LEVEE, FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 AA7423'RIGHT, ON PROPERTY OWNED BY THE PAPIO-MISSOURI RIVER NATURAL RESOURCES
 AA7423'DISTRICT, 8901 SOUTH 154TH STREET, OMAHA, NE 68138-3621. TELEPHONE 402
 AA7423'444 3222. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AA7423'THAT PROJECTS 15 CM ABOVE THE GROUND.  IT IS 25.908 M (85.000 FT) WEST
 AA7423'OF A NAIL WITHIN A BLAZE ON THE SOUTH SIDE OF A 48-INCH COTTONWOOD
 AA7423'TREE, 13.264 M (43.517 FT) EAST OF A NAIL WITHIN A TRIANGLE BLAZE ON
 AA7423'THE SOUTH SIDE OF A 12-INCH ELM TREE, 0.647 M (2.123 FT) WEST FROM A
 AA7423'WITNESS POST AND 0.450 M (1.476 FT) SOUTH OF AN EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0570 ***********************************************************************
 MK0570  DESIGNATION -  Q 303 RESET
 MK0570  PID         -  MK0570
 MK0570  STATE/COUNTY-  NE/DOUGLAS
 MK0570  COUNTRY     -  US
 MK0570  USGS QUAD   -  VALLEY (2017)
 MK0570
 MK0570                         *CURRENT SURVEY CONTROL
 MK0570  ______________________________________________________________________
 MK0570* NAD 83(1986) POSITION- 41 17 00.     (N) 096 16 30.     (W)   SCALED
 MK0570* NAVD 88 ORTHO HEIGHT -   345.04  (meters)     1132.0   (feet) RESET
 MK0570  ______________________________________________________________________
 MK0570  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 MK0570  VERT ORDER      -  THIRD
 MK0570
 MK0570.The horizontal coordinates were scaled from a map and have
 MK0570.an estimated accuracy of +/- 6 seconds.
 MK0570
 MK0570.The orthometric height was computed from unverified reset data.
 MK0570
 MK0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0570.GEOID18 height accuracy estimate available here.
 MK0570
 MK0570.Click photographs - Photos may exist for this station.
 MK0570
 MK0570;                    North         East    Units  Estimated Accuracy
 MK0570;SPC NE       -   167,710.      811,860.      MT  (+/- 180 meters Scaled)
 MK0570
 MK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282737(NAD 83)
 MK0570
 MK0570                          SUPERSEDED SURVEY CONTROL
 MK0570
 MK0570  NGVD 29 (??/??/??)  344.91   (m)         1131.6    (f) RESET       3  
 MK0570
 MK0570.Superseded values are not recommended for survey control.
 MK0570
 MK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0570.See file dsdata.pdf to determine how the superseded data were derived.
 MK0570
 MK0570_MARKER: DB = BENCH MARK DISK
 MK0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0570_SP_SET: BRIDGE
 MK0570_STAMPING: Q 303 RESET 1963
 MK0570_MARK LOGO: CGS
 MK0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0570
 MK0570  HISTORY     - Date     Condition        Report By
 MK0570  HISTORY     - 1963     MONUMENTED       UPRR
 MK0570  HISTORY     - 1976     GOOD             LOCSUR
 MK0570  HISTORY     - 20150415 POOR             INDIV
 MK0570
 MK0570                          STATION DESCRIPTION
 MK0570
 MK0570'DESCRIBED BY UNION PACIFIC RAILROAD 1963
 MK0570'2.1 MI W FROM ELKHORN.
 MK0570'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0570'AT ELKHORN, DOUGLAS COUNTY, 0.7 MILE EAST OF WATERLOO, AT
 MK0570'BRIDGE 23.86 OVER ELKHORN RIVER, AND SET IN THE TOP OF THE
 MK0570'SOUTH END OF THE EAST ABUTMENT, 8 FEET SOUTH OF THE SOUTH RAIL
 MK0570'OF THE SOUTH SET OF TRACKS, AND ABOUT 1/2 FOOT LOWER THAN THE
 MK0570'TRACKS.
 MK0570
 MK0570                          STATION RECOVERY (1976)
 MK0570
 MK0570'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0570'RECOVERED IN GOOD CONDITION.
 MK0570
 MK0570                          STATION RECOVERY (2015)
 MK0570
 MK0570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLW)
 MK0570'FOUND MARKER LOCATION. CAP HAS BEEN SHEARED OFF, BUT STEM REMAINS IN
 MK0570'
 MK0570'PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1040 ***********************************************************************
 MK1040  DESIGNATION -  Q 304
 MK1040  PID         -  MK1040
 MK1040  STATE/COUNTY-  NE/SAUNDERS
 MK1040  COUNTRY     -  US
 MK1040  USGS QUAD   -  COLON (2017)
 MK1040
 MK1040                         *CURRENT SURVEY CONTROL
 MK1040  ______________________________________________________________________
 MK1040* NAD 83(1986) POSITION- 41 21 53.26   (N) 096 30 02.89   (W)   HD_HELD1
 MK1040* NAVD 88 ORTHO HEIGHT -   409.784 (meters)     1344.43  (feet) ADJUSTED
 MK1040  ______________________________________________________________________
 MK1040  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 MK1040  DYNAMIC HEIGHT  -        409.594 (meters)     1343.81  (feet) COMP
 MK1040  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 MK1040
 MK1040  VERT ORDER      -  SECOND    CLASS 0
 MK1040
 MK1040.The horizontal coordinates were determined by differentially corrected
 MK1040.hand held GPS observations or other comparable positioning techniques
 MK1040.and have an estimated accuracy of +/- 3 meters.
 MK1040
 MK1040.The orthometric height was determined by differential leveling and
 MK1040.adjusted by the NATIONAL GEODETIC SURVEY
 MK1040.in June 1991.
 MK1040
 MK1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1040.GEOID18 height accuracy estimate available here.
 MK1040
 MK1040.Click photographs - Photos may exist for this station.
 MK1040
 MK1040.The dynamic height is computed by dividing the NAVD 88
 MK1040.geopotential number by the normal gravity value computed on the
 MK1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1040.degrees latitude (g = 980.6199 gals.).
 MK1040
 MK1040.The modeled gravity was interpolated from observed gravity values.
 MK1040
 MK1040;                    North         East    Units  Estimated Accuracy
 MK1040;SPC NE       -   175,952.8     792,597.5     MT  (+/- 3 meters HH1 GPS) 
 MK1040
 MK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0903182267(NAD 83)
 MK1040
 MK1040                          SUPERSEDED SURVEY CONTROL
 MK1040
 MK1040  NGVD 29 (??/??/92)  409.633  (m)         1343.94   (f) ADJ UNCH    2 0
 MK1040
 MK1040.Superseded values are not recommended for survey control.
 MK1040
 MK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1040.See file dsdata.pdf to determine how the superseded data were derived.
 MK1040
 MK1040_MARKER: DB = BENCH MARK DISK
 MK1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1040_STAMPING: Q 304 1950
 MK1040_MARK LOGO: CGS
 MK1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1040+STABILITY: SURFACE MOTION
 MK1040
 MK1040  HISTORY     - Date     Condition        Report By
 MK1040  HISTORY     - 1950     MONUMENTED       CGS
 MK1040  HISTORY     - 20180409 GOOD             NEDR
 MK1040
 MK1040                          STATION DESCRIPTION
 MK1040
 MK1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1040'4.9 MI S FROM FREMONT.
 MK1040'4.9 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE
 MK1040'AT FREMONT, 218 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1040'25 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1040'1.0 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST,
 MK1040'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK1040'ABOVE THE GROUND.
 MK1040
 MK1040                          STATION RECOVERY (2018)
 MK1040
 MK1040'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2018 (JA)
 MK1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0947 ***********************************************************************
 MK0947  DESIGNATION -  Q 305
 MK0947  PID         -  MK0947
 MK0947  STATE/COUNTY-  NE/SAUNDERS
 MK0947  COUNTRY     -  US
 MK0947  USGS QUAD   -  COLON (2017)
 MK0947
 MK0947                         *CURRENT SURVEY CONTROL
 MK0947  ______________________________________________________________________
 MK0947* NAD 83(1986) POSITION- 41 21 55.32   (N) 096 36 41.14   (W)   HD_HELD1
 MK0947* NAVD 88 ORTHO HEIGHT -   391.093 (meters)     1283.11  (feet) ADJUSTED
 MK0947  ______________________________________________________________________
 MK0947  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 MK0947  DYNAMIC HEIGHT  -        390.914 (meters)     1282.52  (feet) COMP
 MK0947  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 MK0947
 MK0947  VERT ORDER      -  SECOND    CLASS 0
 MK0947
 MK0947.The horizontal coordinates were determined by differentially corrected
 MK0947.hand held GPS observations or other comparable positioning techniques
 MK0947.and have an estimated accuracy of +/- 3 meters.
 MK0947
 MK0947.The orthometric height was determined by differential leveling and
 MK0947.adjusted by the NATIONAL GEODETIC SURVEY
 MK0947.in June 1991.
 MK0947
 MK0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0947.GEOID18 height accuracy estimate available here.
 MK0947
 MK0947.Click photographs - Photos may exist for this station.
 MK0947
 MK0947.The dynamic height is computed by dividing the NAVD 88
 MK0947.geopotential number by the normal gravity value computed on the
 MK0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0947.degrees latitude (g = 980.6199 gals.).
 MK0947
 MK0947.The modeled gravity was interpolated from observed gravity values.
 MK0947
 MK0947;                    North         East    Units  Estimated Accuracy
 MK0947;SPC NE       -   175,647.8     783,349.5     MT  (+/- 3 meters HH1 GPS) 
 MK0947
 MK0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9977682070(NAD 83)
 MK0947
 MK0947                          SUPERSEDED SURVEY CONTROL
 MK0947
 MK0947  NGVD 29 (??/??/92)  390.941  (m)         1282.61   (f) ADJ UNCH    2 0
 MK0947
 MK0947.Superseded values are not recommended for survey control.
 MK0947
 MK0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0947.See file dsdata.pdf to determine how the superseded data were derived.
 MK0947
 MK0947_MARKER: DB = BENCH MARK DISK
 MK0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0947_STAMPING: Q 305 1950
 MK0947_MARK LOGO: CGS
 MK0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0947+STABILITY: SURFACE MOTION
 MK0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0947+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 MK0947
 MK0947  HISTORY     - Date     Condition        Report By
 MK0947  HISTORY     - 1950     MONUMENTED       CGS
 MK0947  HISTORY     - 1984     GOOD             LOCSUR
 MK0947  HISTORY     - 20060514 GOOD             INDIV
 MK0947
 MK0947                          STATION DESCRIPTION
 MK0947
 MK0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0947'2.4 MI S FROM CEDAR BLUFFS.
 MK0947'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0947'FROM THE STATION AT CEDAR BLUFFS, 34.5 FEET WEST OF THE WEST
 MK0947'RAIL OF THE RAILROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE
 MK0947'EAST AND WEST ROAD, 3 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT
 MK0947'EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE
 MK0947'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0947
 MK0947                          STATION RECOVERY (1984)
 MK0947
 MK0947'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0947'RECOVERED IN GOOD CONDITION.
 MK0947
 MK0947                          STATION RECOVERY (2006)
 MK0947
 MK0947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 MK0947'THE RAILROAD WAS REMOVED IN 1983.  THE EAST-WEST FENCE HAS BEEN
 MK0947'REMOVED.
 MK0947'
 MK0947'THE CONCRETE POST NOW PROJECTS 1.1 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0188 ***********************************************************************
 LH0188  DESIGNATION -  Q 306
 LH0188  PID         -  LH0188
 LH0188  STATE/COUNTY-  NE/HALL
 LH0188  COUNTRY     -  US
 LH0188  USGS QUAD   -  GRAND ISLAND (2017)
 LH0188
 LH0188                         *CURRENT SURVEY CONTROL
 LH0188  ______________________________________________________________________
 LH0188* NAD 83(1986) POSITION- 40 58 30.     (N) 098 20 03.     (W)   SCALED
 LH0188* NAVD 88 ORTHO HEIGHT -   561.888 (meters)     1843.46  (feet) ADJUSTED
 LH0188  ______________________________________________________________________
 LH0188  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 LH0188  DYNAMIC HEIGHT  -        561.594 (meters)     1842.50  (feet) COMP
 LH0188  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LH0188
 LH0188  VERT ORDER      -  SECOND    CLASS 0
 LH0188
 LH0188.The horizontal coordinates were scaled from a map and have
 LH0188.an estimated accuracy of +/- 6 seconds.
 LH0188
 LH0188.The orthometric height was determined by differential leveling and
 LH0188.adjusted by the NATIONAL GEODETIC SURVEY
 LH0188.in June 1991.
 LH0188
 LH0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0188.GEOID18 height accuracy estimate available here.
 LH0188
 LH0188.Click photographs - Photos may exist for this station.
 LH0188
 LH0188.The dynamic height is computed by dividing the NAVD 88
 LH0188.geopotential number by the normal gravity value computed on the
 LH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0188.degrees latitude (g = 980.6199 gals.).
 LH0188
 LH0188.The modeled gravity was interpolated from observed gravity values.
 LH0188
 LH0188;                    North         East    Units  Estimated Accuracy
 LH0188;SPC NE       -   128,110.      640,160.      MT  (+/- 180 meters Scaled)
 LH0188
 LH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL560361(NAD 83)
 LH0188
 LH0188                          SUPERSEDED SURVEY CONTROL
 LH0188
 LH0188  NGVD 29 (??/??/92)  561.652  (m)         1842.69   (f) ADJ UNCH    2 0
 LH0188
 LH0188.Superseded values are not recommended for survey control.
 LH0188
 LH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0188.See file dsdata.pdf to determine how the superseded data were derived.
 LH0188
 LH0188_MARKER: DB = BENCH MARK DISK
 LH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0188_STAMPING: Q 306 1950
 LH0188_MARK LOGO: CGS
 LH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0188+STABILITY: SURFACE MOTION
 LH0188
 LH0188  HISTORY     - Date     Condition        Report By
 LH0188  HISTORY     - 1950     MONUMENTED       CGS
 LH0188  HISTORY     - 1958     GOOD             CGS
 LH0188
 LH0188                          STATION DESCRIPTION
 LH0188
 LH0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0188'3.6 MI N FROM GRAND ISLAND.
 LH0188'3.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0188'STATION AT GRAND ISLAND, AT A ROAD CROSSING, 239 FEET NORTH OF
 LH0188'THE CENTER LINE OF A ROAD, AT THE SOUTH JUNCTION WITH THE
 LH0188'TRACK LEADING TO THE MUNICIPAL AIRPORT, 45 FEET SOUTHEAST OF THE
 LH0188'EAST END OF CULVERT 366, 47 FEET EAST OF THE EAST RAIL, 1 FOOT
 LH0188'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 LH0188'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0188
 LH0188                          STATION RECOVERY (1958)
 LH0188
 LH0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LH0188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0237 ***********************************************************************
 ML0237  DESIGNATION -  Q 307
 ML0237  PID         -  ML0237
 ML0237  STATE/COUNTY-  NE/NANCE
 ML0237  COUNTRY     -  US
 ML0237  USGS QUAD   -  BELGRADE SE (2017)
 ML0237
 ML0237                         *CURRENT SURVEY CONTROL
 ML0237  ______________________________________________________________________
 ML0237* NAD 83(1986) POSITION- 41 19 21.     (N) 098 05 40.     (W)   SCALED
 ML0237* NAVD 88 ORTHO HEIGHT -   519.029 (meters)     1702.85  (feet) ADJUSTED
 ML0237  ______________________________________________________________________
 ML0237  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 ML0237  DYNAMIC HEIGHT  -        518.782 (meters)     1702.04  (feet) COMP
 ML0237  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 ML0237
 ML0237  VERT ORDER      -  SECOND    CLASS 0
 ML0237
 ML0237.The horizontal coordinates were scaled from a map and have
 ML0237.an estimated accuracy of +/- 6 seconds.
 ML0237
 ML0237.The orthometric height was determined by differential leveling and
 ML0237.adjusted by the NATIONAL GEODETIC SURVEY
 ML0237.in June 1991.
 ML0237
 ML0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0237.GEOID18 height accuracy estimate available here.
 ML0237
 ML0237.Click photographs - Photos may exist for this station.
 ML0237
 ML0237.The dynamic height is computed by dividing the NAVD 88
 ML0237.geopotential number by the normal gravity value computed on the
 ML0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0237.degrees latitude (g = 980.6199 gals.).
 ML0237
 ML0237.The modeled gravity was interpolated from observed gravity values.
 ML0237
 ML0237;                    North         East    Units  Estimated Accuracy
 ML0237;SPC NE       -   167,090.      659,470.      MT  (+/- 180 meters Scaled)
 ML0237
 ML0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL757749(NAD 83)
 ML0237
 ML0237                          SUPERSEDED SURVEY CONTROL
 ML0237
 ML0237  NGVD 29 (??/??/92)  518.804  (m)         1702.11   (f) ADJ UNCH    2 0
 ML0237
 ML0237.Superseded values are not recommended for survey control.
 ML0237
 ML0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0237.See file dsdata.pdf to determine how the superseded data were derived.
 ML0237
 ML0237_MARKER: DB = BENCH MARK DISK
 ML0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0237_STAMPING: Q 307 1950
 ML0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0237+STABILITY: SURFACE MOTION
 ML0237
 ML0237  HISTORY     - Date     Condition        Report By
 ML0237  HISTORY     - 1950     MONUMENTED       CGS
 ML0237
 ML0237                          STATION DESCRIPTION
 ML0237
 ML0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0237'8.8 MI SW FROM FULLERTON.
 ML0237'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0237'FULLERTON, THENCE 7.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0237'0.15 MILE EAST OF A ROAD INTERSECTION, 92 FEET EAST OF THE
 ML0237'NORTHEAST CORNER OF AN ABANDONED FARMHOUSE, 59 FEET NORTHEAST
 ML0237'OF THE NORTHEAST CORNER OF A COAL HOUSE, 85 FEET SOUTH OF THE
 ML0237'CENTER LINE OF THE ROAD, 10 FEET EAST OF THE CENTER LINE OF A
 ML0237'PRIVATE DRIVEWAY, 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A
 ML0237'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0237'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1575 ***********************************************************************
 MK1575  DESIGNATION -  Q 308
 MK1575  PID         -  MK1575
 MK1575  STATE/COUNTY-  NE/NANCE
 MK1575  COUNTRY     -  US
 MK1575  USGS QUAD   -  FULLERTON NE (2017)
 MK1575
 MK1575                         *CURRENT SURVEY CONTROL
 MK1575  ______________________________________________________________________
 MK1575* NAD 83(1986) POSITION- 41 25 04.     (N) 097 48 39.     (W)   SCALED
 MK1575* NAVD 88 ORTHO HEIGHT -   533.783 (meters)     1751.25  (feet) ADJUSTED
 MK1575  ______________________________________________________________________
 MK1575  GEOID HEIGHT    -        -25.035 (meters)                     GEOID18
 MK1575  DYNAMIC HEIGHT  -        533.535 (meters)     1750.44  (feet) COMP
 MK1575  MODELED GRAVITY -    980,141.5   (mgal)                       NAVD 88
 MK1575
 MK1575  VERT ORDER      -  SECOND    CLASS 0
 MK1575
 MK1575.The horizontal coordinates were scaled from a map and have
 MK1575.an estimated accuracy of +/- 6 seconds.
 MK1575
 MK1575.The orthometric height was determined by differential leveling and
 MK1575.adjusted by the NATIONAL GEODETIC SURVEY
 MK1575.in June 1991.
 MK1575
 MK1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1575.GEOID18 height accuracy estimate available here.
 MK1575
 MK1575.Click photographs - Photos may exist for this station.
 MK1575
 MK1575.The dynamic height is computed by dividing the NAVD 88
 MK1575.geopotential number by the normal gravity value computed on the
 MK1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1575.degrees latitude (g = 980.6199 gals.).
 MK1575
 MK1575.The modeled gravity was interpolated from observed gravity values.
 MK1575
 MK1575;                    North         East    Units  Estimated Accuracy
 MK1575;SPC NE       -   178,230.      682,940.      MT  (+/- 180 meters Scaled)
 MK1575
 MK1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL993858(NAD 83)
 MK1575
 MK1575                          SUPERSEDED SURVEY CONTROL
 MK1575
 MK1575  NGVD 29 (??/??/92)  533.571  (m)         1750.56   (f) ADJ UNCH    2 0
 MK1575
 MK1575.Superseded values are not recommended for survey control.
 MK1575
 MK1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1575.See file dsdata.pdf to determine how the superseded data were derived.
 MK1575
 MK1575_MARKER: DB = BENCH MARK DISK
 MK1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1575_STAMPING: Q 308 1950
 MK1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1575+STABILITY: SURFACE MOTION
 MK1575
 MK1575  HISTORY     - Date     Condition        Report By
 MK1575  HISTORY     - 1950     MONUMENTED       CGS
 MK1575
 MK1575                          STATION DESCRIPTION
 MK1575
 MK1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1575'6.2 MI SW FROM GENOA.
 MK1575'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1575'AT GENOA, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, AT THE TOP OF
 MK1575'A HILL, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 47 FEET
 MK1575'NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 MK1575'WEST TO A FARMHOUSE WHICH IS ON TOP OF A RIDGE, 13 FEET NORTH
 MK1575'OF THE CENTER OF A GATE, 3 FEET NORTH OF A TELEPHONE POLE, 1.5
 MK1575'FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK1575'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1426 ***********************************************************************
 MK1426  DESIGNATION -  Q 309
 MK1426  PID         -  MK1426
 MK1426  STATE/COUNTY-  NE/MERRICK
 MK1426  COUNTRY     -  US
 MK1426  USGS QUAD   -  SILVER CREEK (2017)
 MK1426
 MK1426                         *CURRENT SURVEY CONTROL
 MK1426  ______________________________________________________________________
 MK1426* NAD 83(1986) POSITION- 41 20 41.03   (N) 097 41 40.81   (W)   HD_HELD1
 MK1426* NAVD 88 ORTHO HEIGHT -   476.993 (meters)     1564.93  (feet) ADJUSTED
 MK1426  ______________________________________________________________________
 MK1426  GEOID HEIGHT    -        -25.257 (meters)                     GEOID18
 MK1426  DYNAMIC HEIGHT  -        476.772 (meters)     1564.21  (feet) COMP
 MK1426  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 MK1426
 MK1426  VERT ORDER      -  SECOND    CLASS 0
 MK1426
 MK1426.The horizontal coordinates were determined by differentially corrected
 MK1426.hand held GPS observations or other comparable positioning techniques
 MK1426.and have an estimated accuracy of +/- 3 meters.
 MK1426
 MK1426.The orthometric height was determined by differential leveling and
 MK1426.adjusted by the NATIONAL GEODETIC SURVEY
 MK1426.in June 1991.
 MK1426
 MK1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1426.GEOID18 height accuracy estimate available here.
 MK1426
 MK1426.Click photographs - Photos may exist for this station.
 MK1426
 MK1426.The dynamic height is computed by dividing the NAVD 88
 MK1426.geopotential number by the normal gravity value computed on the
 MK1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1426.degrees latitude (g = 980.6199 gals.).
 MK1426
 MK1426.The modeled gravity was interpolated from observed gravity values.
 MK1426
 MK1426;                    North         East    Units  Estimated Accuracy
 MK1426;SPC NE       -   170,374.7     692,857.4     MT  (+/- 3 meters HH1 GPS) 
 MK1426
 MK1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0920777848(NAD 83)
 MK1426
 MK1426                          SUPERSEDED SURVEY CONTROL
 MK1426
 MK1426  NGVD 29 (??/??/92)  476.789  (m)         1564.27   (f) ADJ UNCH    2 0
 MK1426
 MK1426.Superseded values are not recommended for survey control.
 MK1426
 MK1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1426.See file dsdata.pdf to determine how the superseded data were derived.
 MK1426
 MK1426_MARKER: DB = BENCH MARK DISK
 MK1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1426_STAMPING: Q 309 1950
 MK1426_MARK LOGO: CGS
 MK1426_PROJECTION: FLUSH
 MK1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1426+STABILITY: SURFACE MOTION
 MK1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1426+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2022
 MK1426
 MK1426  HISTORY     - Date     Condition        Report By
 MK1426  HISTORY     - 1950     MONUMENTED       CGS
 MK1426  HISTORY     - 1960     GOOD             CGS
 MK1426  HISTORY     - 20100512 GOOD             INDIV
 MK1426  HISTORY     - 20221201 GOOD             NEPPD
 MK1426
 MK1426                          STATION DESCRIPTION
 MK1426
 MK1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1426'3.7 MI NW FROM SILVER CREEK.
 MK1426'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1426'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD,
 MK1426'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES NORTH
 MK1426'ALONG STATE HIGHWAY 39, 35 FEET EAST OF THE CENTER LINE OF THE
 MK1426'HIGHWAY, 14 FEET SOUTH OF THE CENTER OF A GATE, 14 FEET NORTH OF A
 MK1426'FENCE CORNER, 1 FOOT EAST OF A FENCE, 2 FEET NORTHEAST OF A
 MK1426'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1426'0.3 FOOT ABOVE THE GROUND.
 MK1426
 MK1426                          STATION RECOVERY (1960)
 MK1426
 MK1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MK1426'RECOVERED IN GOOD CONDITION.
 MK1426
 MK1426                          STATION RECOVERY (2010)
 MK1426
 MK1426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1426'RECOVERED IN GOOD CONDITION.
 MK1426
 MK1426                          STATION RECOVERY (2022)
 MK1426
 MK1426'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0250 ***********************************************************************
 MM0250  DESIGNATION -  Q 31
 MM0250  PID         -  MM0250
 MM0250  STATE/COUNTY-  NE/ARTHUR
 MM0250  COUNTRY     -  US
 MM0250  USGS QUAD   -  ARTHUR (2017)
 MM0250
 MM0250                         *CURRENT SURVEY CONTROL
 MM0250  ______________________________________________________________________
 MM0250* NAD 83(1986) POSITION- 41 32 05.39   (N) 101 42 53.77   (W)   HD_HELD1
 MM0250* NAVD 88 ORTHO HEIGHT -  1106.180 (meters)     3629.19  (feet) ADJUSTED
 MM0250  ______________________________________________________________________
 MM0250  GEOID HEIGHT    -        -20.361 (meters)                     GEOID18
 MM0250  DYNAMIC HEIGHT  -       1105.500 (meters)     3626.96  (feet) COMP
 MM0250  MODELED GRAVITY -    979,970.9   (mgal)                       NAVD 88
 MM0250
 MM0250  VERT ORDER      -  SECOND    CLASS 0
 MM0250
 MM0250.The horizontal coordinates were determined by differentially corrected
 MM0250.hand held GPS observations or other comparable positioning techniques
 MM0250.and have an estimated accuracy of +/- 3 meters.
 MM0250
 MM0250.The orthometric height was determined by differential leveling and
 MM0250.adjusted by the NATIONAL GEODETIC SURVEY
 MM0250.in June 1991.
 MM0250
 MM0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0250.GEOID18 height accuracy estimate available here.
 MM0250
 MM0250.Click photographs - Photos may exist for this station.
 MM0250
 MM0250.The dynamic height is computed by dividing the NAVD 88
 MM0250.geopotential number by the normal gravity value computed on the
 MM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0250.degrees latitude (g = 980.6199 gals.).
 MM0250
 MM0250.The modeled gravity was interpolated from observed gravity values.
 MM0250
 MM0250;                    North         East    Units  Estimated Accuracy
 MM0250;SPC NE       -   190,328.0     356,944.4     MT  (+/- 3 meters HH1 GPS) 
 MM0250
 MM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7351401690(NAD 83)
 MM0250
 MM0250                          SUPERSEDED SURVEY CONTROL
 MM0250
 MM0250  NGVD 29 (??/??/92) 1105.700  (m)         3627.62   (f) ADJ UNCH    2 0
 MM0250
 MM0250.Superseded values are not recommended for survey control.
 MM0250
 MM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0250.See file dsdata.pdf to determine how the superseded data were derived.
 MM0250
 MM0250_MARKER: DB = BENCH MARK DISK
 MM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0250_STAMPING: Q 31 1934
 MM0250_MARK LOGO: CGS
 MM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0250+STABILITY: SURFACE MOTION
 MM0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0250+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0250
 MM0250  HISTORY     - Date     Condition        Report By
 MM0250  HISTORY     - 1934     MONUMENTED       CGS
 MM0250  HISTORY     - 1941     GOOD             CGS
 MM0250  HISTORY     - 20181105 GOOD             NEGS
 MM0250
 MM0250                          STATION DESCRIPTION
 MM0250
 MM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0250'3.4 MI S FROM ARTHUR.
 MM0250'3.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0250'COUNTY, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MM0250'AND 9 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0250'DISK, STAMPED Q 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0250
 MM0250                          STATION RECOVERY (2018)
 MM0250
 MM0250'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0250'TO REACH FROM NEBRASKA STATE HIGHWAY 61 AND HAWKINS STREET IN ARTHUR,
 MM0250'GO SOUTH ON NE. HIGHWAY 61 APPROXIMATELY 1.38 MI (2.22 KM) TO THE
 MM0250'STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 MM0250'
 MM0250'THE MARK IS LOCATED APPROXIMATELY 215 FT (65.5 M) SOUTH
 MM0250'(PERPENDICULAR) OF THE CENTERLINE OF NE. HIGHWAY 61 AT MILE POST
 MM0250'122.9.  THIS POINT IS LIKELY TO BE DESTROYED DUE TO FUTURE
 MM0250'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0533 ***********************************************************************
 ML0533  DESIGNATION -  Q 310
 ML0533  PID         -  ML0533
 ML0533  STATE/COUNTY-  NE/GREELEY
 ML0533  COUNTRY     -  US
 ML0533  USGS QUAD   -  GREELEY NE (2017)
 ML0533
 ML0533                         *CURRENT SURVEY CONTROL
 ML0533  ______________________________________________________________________
 ML0533* NAD 83(1986) POSITION- 41 44 26.     (N) 098 32 47.     (W)   SCALED
 ML0533* NAVD 88 ORTHO HEIGHT -   606.643 (meters)     1990.29  (feet) ADJUSTED
 ML0533  ______________________________________________________________________
 ML0533  GEOID HEIGHT    -        -24.335 (meters)                     GEOID18
 ML0533  DYNAMIC HEIGHT  -        606.355 (meters)     1989.35  (feet) COMP
 ML0533  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 ML0533
 ML0533  VERT ORDER      -  SECOND    CLASS 0
 ML0533
 ML0533.The horizontal coordinates were scaled from a map and have
 ML0533.an estimated accuracy of +/- 6 seconds.
 ML0533
 ML0533.The orthometric height was determined by differential leveling and
 ML0533.adjusted by the NATIONAL GEODETIC SURVEY
 ML0533.in June 1991.
 ML0533
 ML0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0533.GEOID18 height accuracy estimate available here.
 ML0533
 ML0533.Click photographs - Photos may exist for this station.
 ML0533
 ML0533.The dynamic height is computed by dividing the NAVD 88
 ML0533.geopotential number by the normal gravity value computed on the
 ML0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0533.degrees latitude (g = 980.6199 gals.).
 ML0533
 ML0533.The modeled gravity was interpolated from observed gravity values.
 ML0533
 ML0533;                    North         East    Units  Estimated Accuracy
 ML0533;SPC NE       -   212,770.      620,880.      MT  (+/- 180 meters Scaled)
 ML0533
 ML0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM377210(NAD 83)
 ML0533
 ML0533                          SUPERSEDED SURVEY CONTROL
 ML0533
 ML0533  NGVD 29 (??/??/92)  606.402  (m)         1989.50   (f) ADJ UNCH    2 0
 ML0533
 ML0533.Superseded values are not recommended for survey control.
 ML0533
 ML0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0533.See file dsdata.pdf to determine how the superseded data were derived.
 ML0533
 ML0533_MARKER: DB = BENCH MARK DISK
 ML0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0533_STAMPING: Q 310 1950
 ML0533_MARK LOGO: CGS
 ML0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0533+STABILITY: SURFACE MOTION
 ML0533
 ML0533  HISTORY     - Date     Condition        Report By
 ML0533  HISTORY     - 1950     MONUMENTED       CGS
 ML0533
 ML0533                          STATION DESCRIPTION
 ML0533
 ML0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0533'8.4 MI SE FROM ERICSON.
 ML0533'8.35 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0533'BANK AT ERICSON, AT THE JUNCTION OF THE SAND ROAD AND U.S.
 ML0533'HIGHWAY 281, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0533'28 FEET EAST OF A FENCE CORNER, 25 FEET SOUTH OF THE CENTER LINE
 ML0533'OF THE SAND ROAD, 0.9 FOOT NORTH OF A FENCE, 1.4 FEET WEST OF
 ML0533'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0533'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1680 ***********************************************************************
 MK1680  DESIGNATION -  Q 311 RESET
 MK1680  PID         -  MK1680
 MK1680  STATE/COUNTY-  NE/MADISON
 MK1680  COUNTRY     -  US
 MK1680  USGS QUAD   -  CLOSTER NE (2017)
 MK1680
 MK1680                         *CURRENT SURVEY CONTROL
 MK1680  ______________________________________________________________________
 MK1680* NAD 83(1986) POSITION- 41 54 17.     (N) 097 49 58.     (W)   SCALED
 MK1680* NAVD 88 ORTHO HEIGHT -   592.82  (meters)     1944.9   (feet) RESET
 MK1680  ______________________________________________________________________
 MK1680  GEOID HEIGHT    -        -24.438 (meters)                     GEOID18
 MK1680  VERT ORDER      -  THIRD
 MK1680
 MK1680.The horizontal coordinates were scaled from a map and have
 MK1680.an estimated accuracy of +/- 6 seconds.
 MK1680
 MK1680.The orthometric height was computed from unverified reset data.
 MK1680
 MK1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1680.GEOID18 height accuracy estimate available here.
 MK1680
 MK1680.Click photographs - Photos may exist for this station.
 MK1680
 MK1680;                    North         East    Units  Estimated Accuracy
 MK1680;SPC NE       -   232,230.      679,750.      MT  (+/- 180 meters Scaled)
 MK1680
 MK1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM968398(NAD 83)
 MK1680
 MK1680                          SUPERSEDED SURVEY CONTROL
 MK1680
 MK1680.No superseded survey control is available for this station.
 MK1680
 MK1680_MARKER: DB = BENCH MARK DISK
 MK1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1680_STAMPING: Q 311 RESET 1971
 MK1680_MARK LOGO: CGS
 MK1680_PROJECTION: FLUSH
 MK1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1680+STABILITY: SURFACE MOTION
 MK1680
 MK1680  HISTORY     - Date     Condition        Report By
 MK1680  HISTORY     - 1971     MONUMENTED       NGS
 MK1680  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1680
 MK1680                          STATION DESCRIPTION
 MK1680
 MK1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1680'9.8 MI S FROM TILDEN.
 MK1680'9.85 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1680'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1680'0.25 MILE NORTH OF A CROSSROAD, AT THE TOP OF A HILL, 100 FEET
 MK1680'EAST OF THE CENTER OF STATE HIGHWAY 39, 2.5 FEET SOUTHWEST OF A
 MK1680'FENCE CORNER AT THE SOUTH EDGE OF A GROVE OF TREES, SET IN TOP
 MK1680'OF A 12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 MK1680'THE GROUND SURFACE.  THIS MARK IS 0.442 METER HIGHER THAN THE
 MK1680'ORIGINAL BENCH MARK.
 MK1680
 MK1680                          STATION RECOVERY (2009)
 MK1680
 MK1680'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1680'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0041 ***********************************************************************
 ML0041  DESIGNATION -  Q 312
 ML0041  PID         -  ML0041
 ML0041  STATE/COUNTY-  NE/BOONE
 ML0041  COUNTRY     -  US
 ML0041  USGS QUAD   -  ALBION WEST (2017)
 ML0041
 ML0041                         *CURRENT SURVEY CONTROL
 ML0041  ______________________________________________________________________
 ML0041* NAD 83(1986) POSITION- 41 43 11.     (N) 098 03 45.     (W)   SCALED
 ML0041* NAVD 88 ORTHO HEIGHT -   549.241 (meters)     1801.97  (feet) ADJUSTED
 ML0041  ______________________________________________________________________
 ML0041  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 ML0041  DYNAMIC HEIGHT  -        548.997 (meters)     1801.17  (feet) COMP
 ML0041  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 ML0041
 ML0041  VERT ORDER      -  SECOND    CLASS 0
 ML0041
 ML0041.This mark is at Albion Municipal Airport (BVN)
 ML0041
 ML0041.The horizontal coordinates were scaled from a map and have
 ML0041.an estimated accuracy of +/- 6 seconds.
 ML0041
 ML0041.The orthometric height was determined by differential leveling and
 ML0041.adjusted by the NATIONAL GEODETIC SURVEY
 ML0041.in June 1991.
 ML0041
 ML0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0041.GEOID18 height accuracy estimate available here.
 ML0041
 ML0041.Click photographs - Photos may exist for this station.
 ML0041
 ML0041.The dynamic height is computed by dividing the NAVD 88
 ML0041.geopotential number by the normal gravity value computed on the
 ML0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0041.degrees latitude (g = 980.6199 gals.).
 ML0041
 ML0041.The modeled gravity was interpolated from observed gravity values.
 ML0041
 ML0041;                    North         East    Units  Estimated Accuracy
 ML0041;SPC NE       -   211,240.      661,160.      MT  (+/- 180 meters Scaled)
 ML0041
 ML0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779190(NAD 83)
 ML0041
 ML0041                          SUPERSEDED SURVEY CONTROL
 ML0041
 ML0041  NGVD 29 (??/??/92)  549.016  (m)         1801.23   (f) ADJ UNCH    2 0
 ML0041
 ML0041.Superseded values are not recommended for survey control.
 ML0041
 ML0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0041.See file dsdata.pdf to determine how the superseded data were derived.
 ML0041
 ML0041_MARKER: DB = BENCH MARK DISK
 ML0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0041_STAMPING: Q 312 1950
 ML0041_MARK LOGO: CGS
 ML0041_PROJECTION: FLUSH
 ML0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0041+STABILITY: SURFACE MOTION
 ML0041
 ML0041  HISTORY     - Date     Condition        Report By
 ML0041  HISTORY     - 1950     MONUMENTED       CGS
 ML0041
 ML0041                          STATION DESCRIPTION
 ML0041
 ML0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0041'4.2 MI NW FROM ALBION.
 ML0041'0.2 MILE WEST ALONG CHURCH STREET FROM THE POST OFFICE AT ALBION,
 ML0041'THENCE 0.3 MILE NORTH ALONG 6TH STREET, THENCE 3.7 MILES NORTHWEST
 ML0041'ALONG A GRAVELED ROAD, AT THE PACKARD AIRPORT, 23 FEET SOUTH OF
 ML0041'THE SOUTHWEST CORNER OF THE MOST WESTERLY HANGAR, 4 FEET SOUTH OF
 ML0041'THE SOUTHWEST CORNER OF THE OFFICE, 28.2 FEET WEST OF THE SOUTHEAST
 ML0041'CORNER OF THE OFFICE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 ML0041'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0097 ***********************************************************************
 ML0097  DESIGNATION -  Q 313
 ML0097  PID         -  ML0097
 ML0097  STATE/COUNTY-  NE/WHEELER
 ML0097  COUNTRY     -  US
 ML0097  USGS QUAD   -  MUD CREEK (2017)
 ML0097
 ML0097                         *CURRENT SURVEY CONTROL
 ML0097  ______________________________________________________________________
 ML0097* NAD 83(1986) POSITION- 41 47 05.     (N) 098 20 01.     (W)   SCALED
 ML0097* NAVD 88 ORTHO HEIGHT -   641.322 (meters)     2104.07  (feet) ADJUSTED
 ML0097  ______________________________________________________________________
 ML0097  GEOID HEIGHT    -        -24.405 (meters)                     GEOID18
 ML0097  DYNAMIC HEIGHT  -        641.026 (meters)     2103.10  (feet) COMP
 ML0097  MODELED GRAVITY -    980,140.8   (mgal)                       NAVD 88
 ML0097
 ML0097  VERT ORDER      -  SECOND    CLASS 0
 ML0097
 ML0097.The horizontal coordinates were scaled from a map and have
 ML0097.an estimated accuracy of +/- 6 seconds.
 ML0097
 ML0097.The orthometric height was determined by differential leveling and
 ML0097.adjusted by the NATIONAL GEODETIC SURVEY
 ML0097.in June 1991.
 ML0097
 ML0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0097.GEOID18 height accuracy estimate available here.
 ML0097
 ML0097.Click photographs - Photos may exist for this station.
 ML0097
 ML0097.The dynamic height is computed by dividing the NAVD 88
 ML0097.geopotential number by the normal gravity value computed on the
 ML0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0097.degrees latitude (g = 980.6199 gals.).
 ML0097
 ML0097.The modeled gravity was interpolated from observed gravity values.
 ML0097
 ML0097;                    North         East    Units  Estimated Accuracy
 ML0097;SPC NE       -   217,990.      638,470.      MT  (+/- 180 meters Scaled)
 ML0097
 ML0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM553260(NAD 83)
 ML0097
 ML0097                          SUPERSEDED SURVEY CONTROL
 ML0097
 ML0097  NGVD 29 (??/??/92)  641.082  (m)         2103.28   (f) ADJ UNCH    2 0
 ML0097
 ML0097.Superseded values are not recommended for survey control.
 ML0097
 ML0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0097.See file dsdata.pdf to determine how the superseded data were derived.
 ML0097
 ML0097_MARKER: DB = BENCH MARK DISK
 ML0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0097_STAMPING: Q 313 1950
 ML0097_MARK LOGO: CGS
 ML0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0097+STABILITY: SURFACE MOTION
 ML0097
 ML0097  HISTORY     - Date     Condition        Report By
 ML0097  HISTORY     - 1950     MONUMENTED       CGS
 ML0097
 ML0097                          STATION DESCRIPTION
 ML0097
 ML0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0097'8.6 MI N FROM SPALDING.
 ML0097'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0097'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 2.0 MILES EAST
 ML0097'ALONG A SAND ROAD, 0.3 MILE EAST OF A FARMHOUSE WHICH IS ON THE
 ML0097'NORTH SIDE OF THE ROAD, ON THE SIDE OF A HILL WHICH SLOPES TO THE
 ML0097'EAST, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 ML0097'SOUTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE
 ML0097'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0930 ***********************************************************************
 ML0930  DESIGNATION -  Q 314
 ML0930  PID         -  ML0930
 ML0930  STATE/COUNTY-  NE/BLAINE
 ML0930  COUNTRY     -  US
 ML0930  USGS QUAD   -  BREWSTER SW (2017)
 ML0930
 ML0930                         *CURRENT SURVEY CONTROL
 ML0930  ______________________________________________________________________
 ML0930* NAD 83(1986) POSITION- 41 50 57.     (N) 099 53 57.     (W)   SCALED
 ML0930* NAVD 88 ORTHO HEIGHT -   778.578 (meters)     2554.38  (feet) ADJUSTED
 ML0930  ______________________________________________________________________
 ML0930  GEOID HEIGHT    -        -22.389 (meters)                     GEOID18
 ML0930  DYNAMIC HEIGHT  -        778.194 (meters)     2553.12  (feet) COMP
 ML0930  MODELED GRAVITY -    980,102.4   (mgal)                       NAVD 88
 ML0930
 ML0930  VERT ORDER      -  SECOND    CLASS 0
 ML0930
 ML0930.The horizontal coordinates were scaled from a map and have
 ML0930.an estimated accuracy of +/- 6 seconds.
 ML0930
 ML0930.The orthometric height was determined by differential leveling and
 ML0930.adjusted by the NATIONAL GEODETIC SURVEY
 ML0930.in June 1991.
 ML0930
 ML0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0930.GEOID18 height accuracy estimate available here.
 ML0930
 ML0930.Click photographs - Photos may exist for this station.
 ML0930
 ML0930.The dynamic height is computed by dividing the NAVD 88
 ML0930.geopotential number by the normal gravity value computed on the
 ML0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0930.degrees latitude (g = 980.6199 gals.).
 ML0930
 ML0930.The modeled gravity was interpolated from observed gravity values.
 ML0930
 ML0930;                    North         East    Units  Estimated Accuracy
 ML0930;SPC NE       -   223,820.      508,370.      MT  (+/- 180 meters Scaled)
 ML0930
 ML0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM253334(NAD 83)
 ML0930
 ML0930                          SUPERSEDED SURVEY CONTROL
 ML0930
 ML0930  NGVD 29 (??/??/92)  778.296  (m)         2553.46   (f) ADJ UNCH    2 0
 ML0930
 ML0930.Superseded values are not recommended for survey control.
 ML0930
 ML0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0930.See file dsdata.pdf to determine how the superseded data were derived.
 ML0930
 ML0930_MARKER: DB = BENCH MARK DISK
 ML0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0930_STAMPING: Q 314 1950
 ML0930_MARK LOGO: CGS
 ML0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0930+STABILITY: SURFACE MOTION
 ML0930
 ML0930  HISTORY     - Date     Condition        Report By
 ML0930  HISTORY     - 1950     MONUMENTED       CGS
 ML0930
 ML0930                          STATION DESCRIPTION
 ML0930
 ML0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0930'11.4 MI NE FROM DUNNING.
 ML0930'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0930'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 8.9 MILES NORTHEAST ALONG
 ML0930'A WINDING SAND ROAD, ALONG A NORTH AND SOUTH FENCE, 68 FEET NORTH
 ML0930'OF THE CENTER LINE OF THE ROAD, AT A CATTLE GUARD, 1 FOOT WEST OF
 ML0930'A FENCE, 1.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0930'CONCRETE POST WHICH PROJETS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0864 ***********************************************************************
 LH0864  DESIGNATION -  Q 315
 LH0864  PID         -  LH0864
 LH0864  STATE/COUNTY-  NE/DAWSON
 LH0864  COUNTRY     -  US
 LH0864  USGS QUAD   -  SUMNER (2017)
 LH0864
 LH0864                         *CURRENT SURVEY CONTROL
 LH0864  ______________________________________________________________________
 LH0864* NAD 83(1986) POSITION- 40 58 04.     (N) 099 35 44.     (W)   SCALED
 LH0864* NAVD 88 ORTHO HEIGHT -   737.847 (meters)     2420.75  (feet) ADJUSTED
 LH0864  ______________________________________________________________________
 LH0864  GEOID HEIGHT    -        -23.586 (meters)                     GEOID18
 LH0864  DYNAMIC HEIGHT  -        737.427 (meters)     2419.38  (feet) COMP
 LH0864  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 LH0864
 LH0864  VERT ORDER      -  SECOND    CLASS 0
 LH0864
 LH0864.The horizontal coordinates were scaled from a map and have
 LH0864.an estimated accuracy of +/- 6 seconds.
 LH0864
 LH0864.The orthometric height was determined by differential leveling and
 LH0864.adjusted by the NATIONAL GEODETIC SURVEY
 LH0864.in June 1991.
 LH0864
 LH0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0864.GEOID18 height accuracy estimate available here.
 LH0864
 LH0864.Click photographs - Photos may exist for this station.
 LH0864
 LH0864.The dynamic height is computed by dividing the NAVD 88
 LH0864.geopotential number by the normal gravity value computed on the
 LH0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0864.degrees latitude (g = 980.6199 gals.).
 LH0864
 LH0864.The modeled gravity was interpolated from observed gravity values.
 LH0864
 LH0864;                    North         East    Units  Estimated Accuracy
 LH0864;SPC NE       -   126,030.      534,030.      MT  (+/- 180 meters Scaled)
 LH0864
 LH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML498353(NAD 83)
 LH0864
 LH0864                          SUPERSEDED SURVEY CONTROL
 LH0864
 LH0864  NGVD 29 (??/??/92)  737.572  (m)         2419.85   (f) ADJ UNCH    2 0
 LH0864
 LH0864.Superseded values are not recommended for survey control.
 LH0864
 LH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0864.See file dsdata.pdf to determine how the superseded data were derived.
 LH0864
 LH0864_MARKER: DB = BENCH MARK DISK
 LH0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0864_STAMPING: Q 315 1950
 LH0864_MARK LOGO: CGS
 LH0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0864+STABILITY: SURFACE MOTION
 LH0864
 LH0864  HISTORY     - Date     Condition        Report By
 LH0864  HISTORY     - 1950     MONUMENTED       CGS
 LH0864  HISTORY     - 1983     GOOD
 LH0864
 LH0864                          STATION DESCRIPTION
 LH0864
 LH0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0864'5.2 MI NW FROM SUMNER.
 LH0864'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0864'RAILROAD STATION AT SUMNER, 218 FEET NORTHEAST OF THE CENTER
 LH0864'LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF A DIRT
 LH0864'ROAD LEADING NORTH TO A FARMHOUSE, 12.5 FEET WEST OF THE NORTHWEST
 LH0864'CORNER OF A SMALL WHITE PUMP BUILDING, 8 FEET SOUTHWEST OF A
 LH0864'POWER POLE, 1.6 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A WITNESS
 LH0864'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LH0864'ABOVE THE GROUND.
 LH0864
 LH0864                          STATION RECOVERY (1983)
 LH0864
 LH0864'RECOVERED 1983
 LH0864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0835 ***********************************************************************
 ML0835  DESIGNATION -  Q 316
 ML0835  PID         -  ML0835
 ML0835  STATE/COUNTY-  NE/CUSTER
 ML0835  COUNTRY     -  US
 ML0835  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0835
 ML0835                         *CURRENT SURVEY CONTROL
 ML0835  ______________________________________________________________________
 ML0835* NAD 83(1986) POSITION- 41 05 10.55   (N) 099 42 03.22   (W)   HD_HELD1
 ML0835* NAVD 88 ORTHO HEIGHT -   765.743 (meters)     2512.28  (feet) ADJUSTED
 ML0835  ______________________________________________________________________
 ML0835  GEOID HEIGHT    -        -23.330 (meters)                     GEOID18
 ML0835  DYNAMIC HEIGHT  -        765.304 (meters)     2510.83  (feet) COMP
 ML0835  MODELED GRAVITY -    980,025.6   (mgal)                       NAVD 88
 ML0835
 ML0835  VERT ORDER      -  SECOND    CLASS 0
 ML0835
 ML0835.The horizontal coordinates were determined by differentially corrected
 ML0835.hand held GPS observations or other comparable positioning techniques
 ML0835.and have an estimated accuracy of +/- 3 meters.
 ML0835
 ML0835.The orthometric height was determined by differential leveling and
 ML0835.adjusted by the NATIONAL GEODETIC SURVEY
 ML0835.in June 1991.
 ML0835
 ML0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0835.GEOID18 height accuracy estimate available here.
 ML0835
 ML0835.Click photographs - Photos may exist for this station.
 ML0835
 ML0835.The dynamic height is computed by dividing the NAVD 88
 ML0835.geopotential number by the normal gravity value computed on the
 ML0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0835.degrees latitude (g = 980.6199 gals.).
 ML0835
 ML0835.The modeled gravity was interpolated from observed gravity values.
 ML0835
 ML0835;                    North         East    Units  Estimated Accuracy
 ML0835;SPC NE       -   139,151.4     525,124.5     MT  (+/- 3 meters HH1 GPS) 
 ML0835
 ML0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4113048569(NAD 83)
 ML0835
 ML0835                          SUPERSEDED SURVEY CONTROL
 ML0835
 ML0835  NGVD 29 (??/??/92)  765.457  (m)         2511.34   (f) ADJ UNCH    2 0
 ML0835
 ML0835.Superseded values are not recommended for survey control.
 ML0835
 ML0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0835.See file dsdata.pdf to determine how the superseded data were derived.
 ML0835
 ML0835_MARKER: DB = BENCH MARK DISK
 ML0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0835_STAMPING: Q 316 1950
 ML0835_MARK LOGO: CGS
 ML0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0835+STABILITY: SURFACE MOTION
 ML0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0835+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 ML0835
 ML0835  HISTORY     - Date     Condition        Report By
 ML0835  HISTORY     - 1950     MONUMENTED       CGS
 ML0835  HISTORY     - 1983     GOOD             LOCSUR
 ML0835  HISTORY     - 20120607 GOOD             NEDR
 ML0835
 ML0835                          STATION DESCRIPTION
 ML0835
 ML0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0835'5 MI SE FROM OCONTO.
 ML0835'5.0 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0835'THE UNION PACIFIC RAILWAY STATION AT OCONTO, 0.3 MILE SOUTHEAST
 ML0835'OF A ROAD JUNCTION, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ML0835'OF THE TRACKS, 38 FEET NORTHEAST OF THE CENTER LINE OF NEBRASKA
 ML0835'STATE HIGHWAY NO. 40, 5.9 FEET SOUTHWEST OF A TELEPHONE POLE,
 ML0835'5.6 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 1.6 FEET SOUTHWEST
 ML0835'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5 FOOT CONCRETE
 ML0835'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ML0835
 ML0835                          STATION RECOVERY (1983)
 ML0835
 ML0835'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0835'RECOVERED IN GOOD CONDITION.
 ML0835
 ML0835                          STATION RECOVERY (2012)
 ML0835
 ML0835'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0801 ***********************************************************************
 ML0801  DESIGNATION -  Q 317
 ML0801  PID         -  ML0801
 ML0801  STATE/COUNTY-  NE/CUSTER
 ML0801  COUNTRY     -  US
 ML0801  USGS QUAD   -  CALLAWAY (2017)
 ML0801
 ML0801                         *CURRENT SURVEY CONTROL
 ML0801  ______________________________________________________________________
 ML0801* NAD 83(1986) POSITION- 41 20 43.     (N) 099 58 46.     (W)   SCALED
 ML0801* NAVD 88 ORTHO HEIGHT -   793.688 (meters)     2603.96  (feet) ADJUSTED
 ML0801  ______________________________________________________________________
 ML0801  GEOID HEIGHT    -        -22.436 (meters)                     GEOID18
 ML0801  DYNAMIC HEIGHT  -        793.256 (meters)     2602.54  (feet) COMP
 ML0801  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 ML0801
 ML0801  VERT ORDER      -  SECOND    CLASS 0
 ML0801
 ML0801.The horizontal coordinates were scaled from a map and have
 ML0801.an estimated accuracy of +/- 6 seconds.
 ML0801
 ML0801.The orthometric height was determined by differential leveling and
 ML0801.adjusted by the NATIONAL GEODETIC SURVEY
 ML0801.in June 1991.
 ML0801
 ML0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0801.GEOID18 height accuracy estimate available here.
 ML0801
 ML0801.Click photographs - Photos may exist for this station.
 ML0801
 ML0801.The dynamic height is computed by dividing the NAVD 88
 ML0801.geopotential number by the normal gravity value computed on the
 ML0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0801.degrees latitude (g = 980.6199 gals.).
 ML0801
 ML0801.The modeled gravity was interpolated from observed gravity values.
 ML0801
 ML0801;                    North         East    Units  Estimated Accuracy
 ML0801;SPC NE       -   167,860.      501,720.      MT  (+/- 180 meters Scaled)
 ML0801
 ML0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML180775(NAD 83)
 ML0801
 ML0801                          SUPERSEDED SURVEY CONTROL
 ML0801
 ML0801  NGVD 29 (??/??/92)  793.437  (m)         2603.13   (f) ADJ UNCH    2 0
 ML0801
 ML0801.Superseded values are not recommended for survey control.
 ML0801
 ML0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0801.See file dsdata.pdf to determine how the superseded data were derived.
 ML0801
 ML0801_MARKER: DB = BENCH MARK DISK
 ML0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0801_STAMPING: Q 317 1950
 ML0801_MARK LOGO: CGS
 ML0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0801+STABILITY: SURFACE MOTION
 ML0801
 ML0801  HISTORY     - Date     Condition        Report By
 ML0801  HISTORY     - 1950     MONUMENTED       CGS
 ML0801
 ML0801                          STATION DESCRIPTION
 ML0801
 ML0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0801'6.2 MI NW FROM CALLAWAY.
 ML0801'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0801'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0801'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0801'ROAD, THENCE 1.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.85
 ML0801'MILES NORTH ALONG A GRAVELED ROAD, AT THE TRIUMPH SCHOOLHOUSE
 ML0801'DIST. NO. 42, 160 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 ML0801'ROAD, 115 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ML0801'SCHOOLHOUSE, 27.5 FEET NORTH OF THE SOUTH SCHOOL YARD FENCE,
 ML0801'5.4 FEET NORTH OF A BRACED POWERLINE AND TRANSFORMER POLE, 1.7
 ML0801'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 ML0801'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0899 ***********************************************************************
 ML0899  DESIGNATION -  Q 318
 ML0899  PID         -  ML0899
 ML0899  STATE/COUNTY-  NE/CUSTER
 ML0899  COUNTRY     -  US
 ML0899  USGS QUAD   -  WALWORTH (2017)
 ML0899
 ML0899                         *CURRENT SURVEY CONTROL
 ML0899  ______________________________________________________________________
 ML0899* NAD 83(1986) POSITION- 41 38 25.     (N) 099 36 59.     (W)   SCALED
 ML0899* NAVD 88 ORTHO HEIGHT -   738.716 (meters)     2423.60  (feet) ADJUSTED
 ML0899  ______________________________________________________________________
 ML0899  GEOID HEIGHT    -        -22.822 (meters)                     GEOID18
 ML0899  DYNAMIC HEIGHT  -        738.335 (meters)     2422.35  (feet) COMP
 ML0899  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 ML0899
 ML0899  VERT ORDER      -  SECOND    CLASS 0
 ML0899
 ML0899.The horizontal coordinates were scaled from a map and have
 ML0899.an estimated accuracy of +/- 6 seconds.
 ML0899
 ML0899.The orthometric height was determined by differential leveling and
 ML0899.adjusted by the NATIONAL GEODETIC SURVEY
 ML0899.in June 1991.
 ML0899
 ML0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0899.GEOID18 height accuracy estimate available here.
 ML0899
 ML0899.Click photographs - Photos may exist for this station.
 ML0899
 ML0899.The dynamic height is computed by dividing the NAVD 88
 ML0899.geopotential number by the normal gravity value computed on the
 ML0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0899.degrees latitude (g = 980.6199 gals.).
 ML0899
 ML0899.The modeled gravity was interpolated from observed gravity values.
 ML0899
 ML0899;                    North         East    Units  Estimated Accuracy
 ML0899;SPC NE       -   200,690.      531,950.      MT  (+/- 180 meters Scaled)
 ML0899
 ML0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM486100(NAD 83)
 ML0899
 ML0899                          SUPERSEDED SURVEY CONTROL
 ML0899
 ML0899  NGVD 29 (??/??/92)  738.438  (m)         2422.69   (f) ADJ UNCH    2 0
 ML0899
 ML0899.Superseded values are not recommended for survey control.
 ML0899
 ML0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0899.See file dsdata.pdf to determine how the superseded data were derived.
 ML0899
 ML0899_MARKER: DB = BENCH MARK DISK
 ML0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0899_STAMPING: Q 318 1950
 ML0899_MARK LOGO: CGS
 ML0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0899+STABILITY: SURFACE MOTION
 ML0899
 ML0899  HISTORY     - Date     Condition        Report By
 ML0899  HISTORY     - 1950     MONUMENTED       CGS
 ML0899  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0899
 ML0899                          STATION DESCRIPTION
 ML0899
 ML0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0899'1 MI E FROM GATES.
 ML0899'1.0 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0899'GATES, AT A ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER LINE OF
 ML0899'THE EAST AND WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF A
 ML0899'NORTH AND SOUTH DIRT ROAD, 7 FEET NORTHEAST OF A POWER POLE, 2 FEET
 ML0899'NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0899'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0899
 ML0899                          STATION RECOVERY (1984)
 ML0899
 ML0899'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0956 ***********************************************************************
 ML0956  DESIGNATION -  Q 319
 ML0956  PID         -  ML0956
 ML0956  STATE/COUNTY-  NE/BLAINE
 ML0956  COUNTRY     -  US
 ML0956  USGS QUAD   -  ALMERIA SW (2017)
 ML0956
 ML0956                         *CURRENT SURVEY CONTROL
 ML0956  ______________________________________________________________________
 ML0956* NAD 83(1986) POSITION- 41 48 35.     (N) 099 42 40.     (W)   SCALED
 ML0956* NAVD 88 ORTHO HEIGHT -   779.953 (meters)     2558.90  (feet) ADJUSTED
 ML0956  ______________________________________________________________________
 ML0956  GEOID HEIGHT    -        -22.585 (meters)                     GEOID18
 ML0956  DYNAMIC HEIGHT  -        779.566 (meters)     2557.63  (feet) COMP
 ML0956  MODELED GRAVITY -    980,100.4   (mgal)                       NAVD 88
 ML0956
 ML0956  VERT ORDER      -  SECOND    CLASS 0
 ML0956
 ML0956.The horizontal coordinates were scaled from a map and have
 ML0956.an estimated accuracy of +/- 6 seconds.
 ML0956
 ML0956.The orthometric height was determined by differential leveling and
 ML0956.adjusted by the NATIONAL GEODETIC SURVEY
 ML0956.in June 1991.
 ML0956
 ML0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0956.GEOID18 height accuracy estimate available here.
 ML0956
 ML0956.Click photographs - Photos may exist for this station.
 ML0956
 ML0956.The dynamic height is computed by dividing the NAVD 88
 ML0956.geopotential number by the normal gravity value computed on the
 ML0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0956.degrees latitude (g = 980.6199 gals.).
 ML0956
 ML0956.The modeled gravity was interpolated from observed gravity values.
 ML0956
 ML0956;                    North         East    Units  Estimated Accuracy
 ML0956;SPC NE       -   219,470.      524,000.      MT  (+/- 180 meters Scaled)
 ML0956
 ML0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM409288(NAD 83)
 ML0956
 ML0956                          SUPERSEDED SURVEY CONTROL
 ML0956
 ML0956  NGVD 29 (??/??/92)  779.673  (m)         2557.98   (f) ADJ UNCH    2 0
 ML0956
 ML0956.Superseded values are not recommended for survey control.
 ML0956
 ML0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0956.See file dsdata.pdf to determine how the superseded data were derived.
 ML0956
 ML0956_MARKER: DB = BENCH MARK DISK
 ML0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0956_STAMPING: Q 319 1950
 ML0956_MARK LOGO: CGS
 ML0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0956+STABILITY: SURFACE MOTION
 ML0956
 ML0956  HISTORY     - Date     Condition        Report By
 ML0956  HISTORY     - 1950     MONUMENTED       CGS
 ML0956
 ML0956                          STATION DESCRIPTION
 ML0956
 ML0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0956'11.6 MI NW FROM ALMERIA.
 ML0956'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0956'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0956'3.35 MILES WEST ALONG A SAND ROAD, THENCE 1.05 MILES SOUTH ALONG
 ML0956'A WINDING SAND ROAD, ON TOP OF A SMALL GRASSY KNOLL, 0.25 MILE
 ML0956'EAST OF A NORTH AND SOUTH FENCE, 0.2 MILE SOUTH OF AN EAST AND
 ML0956'WEST FENCE, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3
 ML0956'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0956'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0912 ***********************************************************************
 LH0912  DESIGNATION -  Q 320
 LH0912  PID         -  LH0912
 LH0912  STATE/COUNTY-  NE/DAWSON
 LH0912  COUNTRY     -  US
 LH0912  USGS QUAD   -  GOTHENBURG SE (2017)
 LH0912
 LH0912                         *CURRENT SURVEY CONTROL
 LH0912  ______________________________________________________________________
 LH0912* NAD 83(2011) POSITION- 40 51 50.92779(N) 100 00 00.07200(W)   ADJUSTED
 LH0912* NAD 83(2011) ELLIP HT-   737.427 (meters)        (06/27/12)   ADJUSTED
 LH0912* NAD 83(2011) EPOCH   -  2010.00
 LH0912* NAVD 88 ORTHO HEIGHT -   760.813 (meters)     2496.10  (feet) ADJUSTED
 LH0912  ______________________________________________________________________
 LH0912  GEOID HEIGHT    -        -23.391 (meters)                     GEOID18
 LH0912  NAD 83(2011) X  -   -838,901.750 (meters)                     COMP
 LH0912  NAD 83(2011) Y  - -4,757,638.534 (meters)                     COMP
 LH0912  NAD 83(2011) Z  -  4,151,507.745 (meters)                     COMP
 LH0912  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LH0912  DYNAMIC HEIGHT  -        760.367 (meters)     2494.64  (feet) COMP
 LH0912  MODELED GRAVITY -    980,013.4   (mgal)                       NAVD 88
 LH0912
 LH0912  VERT ORDER      -  FIRST     CLASS II
 LH0912
 LH0912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0912  Standards:
 LH0912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0912  -------------------------------------------------------------------
 LH0912  NETWORK    0.58   1.82           0.27   0.19   0.93      0.04359178
 LH0912  -------------------------------------------------------------------
 LH0912  Click here for local accuracies and other accuracy information.
 LH0912
 LH0912.This mark is at Cozad Municipal Airport (CZD)
 LH0912
 LH0912.The horizontal coordinates were established by GPS observations
 LH0912.and adjusted by the National Geodetic Survey in June 2012.
 LH0912
 LH0912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0912.been affixed to the stable North American tectonic plate. See 
 LH0912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0912
 LH0912.The horizontal coordinates are valid at the epoch date displayed above
 LH0912.which is a decimal equivalence of Year/Month/Day.
 LH0912
 LH0912.The orthometric height was determined by differential leveling and
 LH0912.adjusted by the NATIONAL GEODETIC SURVEY
 LH0912.in June 1991.
 LH0912
 LH0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0912.GEOID18 height accuracy estimate available here.
 LH0912
 LH0912.Click photographs - Photos may exist for this station.
 LH0912
 LH0912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0912
 LH0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0912
 LH0912.The ellipsoidal height was determined by GPS observations
 LH0912.and is referenced to NAD 83.
 LH0912
 LH0912.The dynamic height is computed by dividing the NAVD 88
 LH0912.geopotential number by the normal gravity value computed on the
 LH0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0912.degrees latitude (g = 980.6199 gals.).
 LH0912
 LH0912.The modeled gravity was interpolated from observed gravity values.
 LH0912
 LH0912. The following values were computed from the NAD 83(2011) position.
 LH0912
 LH0912;                    North         East     Units Scale Factor Converg.
 LH0912;SPC NE       -   114,448.440   499,998.314   MT  0.99972086   -0 00 00.0
 LH0912;SPC NE       -   375,486.26  1,640,411.14   sFT  0.99972086   -0 00 00.0
 LH0912;UTM  14      - 4,524,157.442   415,723.713   MT  0.99968742   -0 39 15.5
 LH0912
 LH0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0912!SPC NE       -   0.99988434  x   0.99972086  =   0.99960523
 LH0912!UTM  14      -   0.99988434  x   0.99968742  =   0.99957179
 LH0912
 LH0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1572324157(NAD 83)
 LH0912
 LH0912                          SUPERSEDED SURVEY CONTROL
 LH0912
 LH0912  NAD 83(2007)-  40 51 50.92765(N)    100 00 00.07299(W) AD(2002.00) 0
 LH0912  ELLIP H (02/10/07)  737.452  (m)                       GP(2002.00)    
 LH0912  ELLIP H (01/02/02)  737.428  (m)                       GP(       ) 4 1
 LH0912  NAD 83(1995)-  40 51 50.92733(N)    100 00 00.07244(W) AD(       ) 3
 LH0912  ELLIP H (09/17/98)  737.483  (m)                       GP(       ) 4 1
 LH0912  NAVD 88             760.81   (m)         2496.1    (f) LEVELING    3  
 LH0912  NGVD 29 (02/14/92)  760.510  (m)         2495.11   (f) ADJUSTED    1 2
 LH0912  NGVD 29 (??/??/87)  760.518  (m)         2495.13   (f) SUPERSEDED  1 2
 LH0912
 LH0912.Superseded values are not recommended for survey control.
 LH0912
 LH0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0912.See file dsdata.pdf to determine how the superseded data were derived.
 LH0912
 LH0912_MARKER: DB = BENCH MARK DISK
 LH0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0912_STAMPING: Q 320 1950
 LH0912_MARK LOGO: CGS
 LH0912_PROJECTION: RECESSED 1 CENTIMETERS
 LH0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0912+STABILITY: SURFACE MOTION
 LH0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0912+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 LH0912
 LH0912  HISTORY     - Date     Condition        Report By
 LH0912  HISTORY     - 1950     MONUMENTED       CGS
 LH0912  HISTORY     - 1986     GOOD             NGS
 LH0912  HISTORY     - 19970804 GOOD             NGS
 LH0912
 LH0912                          STATION DESCRIPTION
 LH0912
 LH0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0912'0.9 MI NW FROM COZAD.
 LH0912'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0912'RAILROAD STATION AT COZAD, AT THE COZAD AIRPORT, 2.4 FEET
 LH0912'NORTH OF THE NORTH CORNER OF THE HANGAR, SET IN THE TOP OF A
 LH0912'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LH0912
 LH0912                          STATION RECOVERY (1986)
 LH0912
 LH0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0912'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.9
 LH0912'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LH0912'STATION AT COZAD, THENCE 0.16 KM (1.0 MI) NORTHEAST ALONG THE COZAD
 LH0912'AIRPORT ROAD, 21.5 METERS (70.5 FT) SOUTHEAST OF THE EXTENDED CENTER
 LH0912'OF THE ROAD, 4.7 METERS (15.5 FT) SOUTHWEST OF A GAS PUMP, 0.7 METER
 LH0912'(2.5 FT) SOUTH OF A STREET LAMP AND 0.4 METER (1 FT) NORTHWEST OF THE
 LH0912'NORTH CORNER OF A HANGER WITH 3-DOORS ON ITS NORTHEAST SIDE.
 LH0912'THE MARK IS ABOVE LEVEL WITH HANGER APPRON.
 LH0912
 LH0912                          STATION RECOVERY (1997)
 LH0912
 LH0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH0912'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 LH0912'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD AT THE COZAD MUNICIPAL
 LH0912'AIRPORT AND ADJACENT TO THE FUEL PUMP AND FUEL BARREL.
 LH0912'OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD, NE 69130.
 LH0912'AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4368.  TO REACH THE
 LH0912'STATION FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 21 SOUTH
 LH0912'IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30) , GO WEST NORTHWEST
 LH0912'ON US HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT, TURN RIGHT AND
 LH0912'GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT
 LH0912'THE APRON.  CONTINUE AHEAD THROUGH THE GATE AND ON THE APRON FOR ABOUT
 LH0912'15 M (49.2 FT) TO THE STATION ON THE RIGHT, NEXT TO A FUEL BARREL.
 LH0912'THE STATION IS 12.7 M (41.7 FT) SOUTHWEST OF THE C/O THE ENTRANCE
 LH0912'ROAD, 8.8 M (28.9 FT) NORTH-NORTHEAST OF A FLAG POLE, 1.2 M (3.9 FT)
 LH0912'WEST OF A GAS PUMP, 0.9 M (3.0 FT) NORTH-NORTHWEST OF THE NORTH CORNER
 LH0912'OF A FUEL BARREL, 0.7 M (2.3 FT) SOUTH OF A FIRE EXTINGUISHER SUPPORT
 LH0912'POLE AND 0.1 M (0.3 FT) SOUTHEAST OF THE EDGE OF THE CEMENT PAD.
 LH0912'NOTE--A CEMENT PAD NOW SURROUNDS THE ROUND CONCRETE MONUMENT AND DISK.
 LH0912'THE DISK IS RECESSED ABOUT 1 CM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0783 ***********************************************************************
 LH0783  DESIGNATION -  Q 321
 LH0783  PID         -  LH0783
 LH0783  STATE/COUNTY-  NE/DAWSON
 LH0783  COUNTRY     -  US
 LH0783  USGS QUAD   -  COZAD (2017)
 LH0783
 LH0783                         *CURRENT SURVEY CONTROL
 LH0783  ______________________________________________________________________
 LH0783* NAD 83(1986) POSITION- 40 50 15.     (N) 099 56 05.     (W)   SCALED
 LH0783* NAVD 88 ORTHO HEIGHT -   752.974 (meters)     2470.38  (feet) ADJUSTED
 LH0783  ______________________________________________________________________
 LH0783  GEOID HEIGHT    -        -23.509 (meters)                     GEOID18
 LH0783  DYNAMIC HEIGHT  -        752.532 (meters)     2468.93  (feet) COMP
 LH0783  MODELED GRAVITY -    980,011.4   (mgal)                       NAVD 88
 LH0783
 LH0783  VERT ORDER      -  FIRST     CLASS II
 LH0783
 LH0783.The horizontal coordinates were scaled from a map and have
 LH0783.an estimated accuracy of +/- 6 seconds.
 LH0783
 LH0783.The orthometric height was determined by differential leveling and
 LH0783.adjusted by the NATIONAL GEODETIC SURVEY
 LH0783.in June 1991.
 LH0783
 LH0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0783.GEOID18 height accuracy estimate available here.
 LH0783
 LH0783.Click photographs - Photos may exist for this station.
 LH0783
 LH0783.The dynamic height is computed by dividing the NAVD 88
 LH0783.geopotential number by the normal gravity value computed on the
 LH0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0783.degrees latitude (g = 980.6199 gals.).
 LH0783
 LH0783.The modeled gravity was interpolated from observed gravity values.
 LH0783
 LH0783;                    North         East    Units  Estimated Accuracy
 LH0783;SPC NE       -   111,490.      505,500.      MT  (+/- 180 meters Scaled)
 LH0783
 LH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML211211(NAD 83)
 LH0783
 LH0783                          SUPERSEDED SURVEY CONTROL
 LH0783
 LH0783  NGVD 29 (02/14/92)  752.678  (m)         2469.41   (f) ADJUSTED    1 2
 LH0783  NGVD 29 (??/??/87)  752.655  (m)         2469.34   (f) SUPERSEDED  1 2
 LH0783
 LH0783.Superseded values are not recommended for survey control.
 LH0783
 LH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0783.See file dsdata.pdf to determine how the superseded data were derived.
 LH0783
 LH0783_MARKER: DB = BENCH MARK DISK
 LH0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0783_STAMPING: Q 321 1950
 LH0783_MARK LOGO: CGS
 LH0783_PROJECTION: RECESSED 10 CENTIMETERS
 LH0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0783+STABILITY: SURFACE MOTION
 LH0783
 LH0783  HISTORY     - Date     Condition        Report By
 LH0783  HISTORY     - 1950     MONUMENTED       CGS
 LH0783  HISTORY     - 1986     GOOD             NGS
 LH0783
 LH0783                          STATION DESCRIPTION
 LH0783
 LH0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0783'2.8 MI SE FROM COZAD.
 LH0783'2.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0783'STATION AT COZAD, 0.15 MILE SOUTHEAST OF A ROAD CROSSING, 102
 LH0783'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 LH0783'TRACKS, 42 FEET WEST OF A TELEGRAPH POLE, 1.3 FEET NORTHEAST
 LH0783'OF THE RIGHT OF WAY FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST,
 LH0783'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LH0783'THE GROUND.
 LH0783
 LH0783                          STATION RECOVERY (1986)
 LH0783
 LH0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0783'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.65 KM (2.9
 LH0783'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LH0783'STATION AT COZAD, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 227, 0.3 KM
 LH0783'(0.2 MI) SOUTHEAST OF THE JUNCTION OF A NORTH-SOUTH ROAD, 76.8 METERS
 LH0783'(252 FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 LH0783'CENTERLINE, 31.1 METERS (102 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 LH0783'THE SOUTHWEST TRACKS, 12.8 METERS (42 FT) WEST OF THE 8TH TELEPHONE
 LH0783'POLE SOUTHEAST OF THE ROAD, 3.3 METERS (11 FT) NORTHWEST OF THE
 LH0783'NORTHWEST END OF A CONCRETE RIGHT OF WAY BRACE AND 0.4 METER (1.5 FT)
 LH0783'NORTHEAST OF THE RIGHT OF WAY FENCE.
 LH0783'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH0783'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0313 ***********************************************************************
 ML0313  DESIGNATION -  Q 322
 ML0313  PID         -  ML0313
 ML0313  STATE/COUNTY-  NE/SHERMAN
 ML0313  COUNTRY     -  US
 ML0313  USGS QUAD   -  ASHTON (2017)
 ML0313
 ML0313                         *CURRENT SURVEY CONTROL
 ML0313  ______________________________________________________________________
 ML0313* NAD 83(1986) POSITION- 41 14 01.     (N) 098 48 15.     (W)   SCALED
 ML0313* NAVD 88 ORTHO HEIGHT -   643.386 (meters)     2110.84  (feet) ADJUSTED
 ML0313  ______________________________________________________________________
 ML0313  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 ML0313  DYNAMIC HEIGHT  -        643.056 (meters)     2109.76  (feet) COMP
 ML0313  MODELED GRAVITY -    980,090.2   (mgal)                       NAVD 88
 ML0313
 ML0313  VERT ORDER      -  FIRST     CLASS II
 ML0313
 ML0313.The horizontal coordinates were scaled from a map and have
 ML0313.an estimated accuracy of +/- 6 seconds.
 ML0313
 ML0313.The orthometric height was determined by differential leveling and
 ML0313.adjusted by the NATIONAL GEODETIC SURVEY
 ML0313.in June 1991.
 ML0313
 ML0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0313.GEOID18 height accuracy estimate available here.
 ML0313
 ML0313.Click photographs - Photos may exist for this station.
 ML0313
 ML0313.The dynamic height is computed by dividing the NAVD 88
 ML0313.geopotential number by the normal gravity value computed on the
 ML0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0313.degrees latitude (g = 980.6199 gals.).
 ML0313
 ML0313.The modeled gravity was interpolated from observed gravity values.
 ML0313
 ML0313;                    North         East    Units  Estimated Accuracy
 ML0313;SPC NE       -   156,160.      600,220.      MT  (+/- 180 meters Scaled)
 ML0313
 ML0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164647(NAD 83)
 ML0313
 ML0313                          SUPERSEDED SURVEY CONTROL
 ML0313
 ML0313  NGVD 29 (??/??/92)  643.141  (m)         2110.04   (f) ADJ UNCH    1 2
 ML0313
 ML0313.Superseded values are not recommended for survey control.
 ML0313
 ML0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0313.See file dsdata.pdf to determine how the superseded data were derived.
 ML0313
 ML0313_MARKER: DB = BENCH MARK DISK
 ML0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0313_STAMPING: Q 322 1950
 ML0313_MARK LOGO: CGS
 ML0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0313+STABILITY: SURFACE MOTION
 ML0313
 ML0313  HISTORY     - Date     Condition        Report By
 ML0313  HISTORY     - 1950     MONUMENTED       CGS
 ML0313
 ML0313                          STATION DESCRIPTION
 ML0313
 ML0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0313'1.8 MI S FROM ASHTON.
 ML0313'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0313'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 1.15 MILES
 ML0313'SOUTH ALONG A GRADED DIRT ROAD, 0.15 MILE SOUTH OF AN INTERSECTION
 ML0313'WITH AN EAST-WEST ROAD, AT THE TOP OF A STEEP HILL, 71.0 FEET
 ML0313'NORTH OF A TELEPHONE POLE, 32 FEET WEST OF THE CENTER LINE OF THE
 ML0313'ROAD, 1.3 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.6 FEET NORTH OF A
 ML0313'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0313'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0292 ***********************************************************************
 ML0292  DESIGNATION -  Q 323
 ML0292  PID         -  ML0292
 ML0292  STATE/COUNTY-  NE/SHERMAN
 ML0292  COUNTRY     -  US
 ML0292  USGS QUAD   -  LOUP CITY (2017)
 ML0292
 ML0292                         *CURRENT SURVEY CONTROL
 ML0292  ______________________________________________________________________
 ML0292* NAD 83(1986) POSITION- 41 18 01.06   (N) 098 59 03.49   (W)   HD_HELD1
 ML0292* NAVD 88 ORTHO HEIGHT -   643.035 (meters)     2109.69  (feet) ADJUSTED
 ML0292  ______________________________________________________________________
 ML0292  GEOID HEIGHT    -        -23.910 (meters)                     GEOID18
 ML0292  DYNAMIC HEIGHT  -        642.704 (meters)     2108.60  (feet) COMP
 ML0292  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 ML0292
 ML0292  VERT ORDER      -  FIRST     CLASS II
 ML0292
 ML0292.The horizontal coordinates were determined by differentially corrected
 ML0292.hand held GPS observations or other comparable positioning techniques
 ML0292.and have an estimated accuracy of +/- 3 meters.
 ML0292
 ML0292.The orthometric height was determined by differential leveling and
 ML0292.adjusted by the NATIONAL GEODETIC SURVEY
 ML0292.in June 1991.
 ML0292
 ML0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0292.GEOID18 height accuracy estimate available here.
 ML0292
 ML0292.Click photographs - Photos may exist for this station.
 ML0292
 ML0292.The dynamic height is computed by dividing the NAVD 88
 ML0292.geopotential number by the normal gravity value computed on the
 ML0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0292.degrees latitude (g = 980.6199 gals.).
 ML0292
 ML0292.The modeled gravity was interpolated from observed gravity values.
 ML0292
 ML0292;                    North         East    Units  Estimated Accuracy
 ML0292;SPC NE       -   163,369.5     585,036.4     MT  (+/- 3 meters HH1 GPS) 
 ML0292
 ML0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0131472093(NAD 83)
 ML0292
 ML0292                          SUPERSEDED SURVEY CONTROL
 ML0292
 ML0292  NGVD 29 (??/??/92)  642.788  (m)         2108.88   (f) ADJ UNCH    1 2
 ML0292
 ML0292.Superseded values are not recommended for survey control.
 ML0292
 ML0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0292.See file dsdata.pdf to determine how the superseded data were derived.
 ML0292
 ML0292_MARKER: DB = BENCH MARK DISK
 ML0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0292_STAMPING: Q 323 1950
 ML0292_MARK LOGO: CGS
 ML0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0292+STABILITY: SURFACE MOTION
 ML0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0292+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2020
 ML0292
 ML0292  HISTORY     - Date     Condition        Report By
 ML0292  HISTORY     - 1950     MONUMENTED       CGS
 ML0292  HISTORY     - 20090727 MARK NOT FOUND   NEDR
 ML0292  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0292  HISTORY     - 20140501 GOOD             NEDR
 ML0292  HISTORY     - 20200818 GOOD             NEGS
 ML0292
 ML0292                          STATION DESCRIPTION
 ML0292
 ML0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0292'2.1 MI NW FROM LOUP CITY.
 ML0292'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0292'LOUP CITY, THENCE 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0292'AT THE I.O.O.F. CEMETERY, 57 FEET NORTHWEST OF THE CENTER LINE
 ML0292'OF THE CEMETERY ENTRANCE, 32 FEET SOUTHWEST OF THE CENTER LINE
 ML0292'OF THE HIGHWAY, 13 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST
 ML0292'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0292'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0292
 ML0292                          STATION RECOVERY (2009)
 ML0292
 ML0292'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAM)
 ML0292'MARK IS BELIEVED DESTROYED DUE TO INSTALATION OF NEWER CHAIN LINK
 ML0292'FENCE. MARK WAS SEARCHED FOR WITH A GARRET METAL DETECTOR AND NOT
 ML0292'FOUND.
 ML0292
 ML0292                          STATION RECOVERY (2009)
 ML0292
 ML0292'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0292'MARK NOT FOUND.
 ML0292
 ML0292                          STATION RECOVERY (2014)
 ML0292
 ML0292'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (DAK)
 ML0292'WGS-84 LOCATION 41 18'01.06N 098 59'03.49W
 ML0292'STATE HWY 58 AS DESCRIBED IS NOW 8TH STREET.
 ML0292'36 FEET NORTHWEST OF THE CENTER LINE OF THE CEMETERY ENTRANCE,28 FEET
 ML0292'SOUTHWEST OF THE CENTER LINE OF 8TH STREET, 1 FEET NORTHEAST OF A
 ML0292'FENCE,
 ML0292
 ML0292                          STATION RECOVERY (2020)
 ML0292
 ML0292'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 ML0292'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 10 AND NE. HIGHWAY 58
 ML0292'NORTHWEST OF LOUP CITY, NE., GO NORTH ON NE. HIGHWAY 58 APPROXIMATELY
 ML0292'1.7 MI (2.7 KM) TO THE INTERSECTION WITH 474 AVENUE.  TURN RIGHT AND
 ML0292'GO EAST THEN SOUTHEAST ON 474 AVENUE APPROXIMATELY 0.35 MI (0.56 KM)
 ML0292'TO THE MARK ON THE RIGHT (SW), NEAR A BRICK ENTRANCE SIGN TO THE
 ML0292'EVERGREEN CEMETERY.  THE MARK IS 42 FT (12.8 M) NORTHWEST OF THE
 ML0292'CENTERLINE OF THE CEMETERY ENTRANCE DRIVE, 32.0 FT (9.8 M) SOUTHWEST
 ML0292'OF THE CENTERLINE OF 474 AVENUE, 10.0 FT (3.0 M) NORTHWEST OF THE
 ML0292'NORTHWEST EDGE OF THE BRICK WALL AT THE GATE AND 1.0 FT (0.3 M) EAST
 ML0292'OF AN ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0859 ***********************************************************************
 ML0859  DESIGNATION -  Q 324
 ML0859  PID         -  ML0859
 ML0859  STATE/COUNTY-  NE/CUSTER
 ML0859  COUNTRY     -  US
 ML0859  USGS QUAD   -  ANSELMO (2017)
 ML0859
 ML0859                         *CURRENT SURVEY CONTROL
 ML0859  ______________________________________________________________________
 ML0859* NAD 83(1986) POSITION- 41 36 32.     (N) 099 51 07.     (W)   SCALED
 ML0859* NAVD 88 ORTHO HEIGHT -   794.478 (meters)     2606.55  (feet) ADJUSTED
 ML0859  ______________________________________________________________________
 ML0859  GEOID HEIGHT    -        -22.412 (meters)                     GEOID18
 ML0859  DYNAMIC HEIGHT  -        794.069 (meters)     2605.21  (feet) COMP
 ML0859  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 ML0859
 ML0859  VERT ORDER      -  SECOND    CLASS 0
 ML0859
 ML0859.The horizontal coordinates were scaled from a map and have
 ML0859.an estimated accuracy of +/- 6 seconds.
 ML0859
 ML0859.The orthometric height was determined by differential leveling and
 ML0859.adjusted by the NATIONAL GEODETIC SURVEY
 ML0859.in June 1991.
 ML0859
 ML0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0859.GEOID18 height accuracy estimate available here.
 ML0859
 ML0859.Click photographs - Photos may exist for this station.
 ML0859
 ML0859.The dynamic height is computed by dividing the NAVD 88
 ML0859.geopotential number by the normal gravity value computed on the
 ML0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0859.degrees latitude (g = 980.6199 gals.).
 ML0859
 ML0859.The modeled gravity was interpolated from observed gravity values.
 ML0859
 ML0859;                    North         East    Units  Estimated Accuracy
 ML0859;SPC NE       -   197,140.      512,340.      MT  (+/- 180 meters Scaled)
 ML0859
 ML0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM290067(NAD 83)
 ML0859
 ML0859                          SUPERSEDED SURVEY CONTROL
 ML0859
 ML0859  NGVD 29 (??/??/92)  794.197  (m)         2605.63   (f) ADJ UNCH    2 0
 ML0859
 ML0859.Superseded values are not recommended for survey control.
 ML0859
 ML0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0859.See file dsdata.pdf to determine how the superseded data were derived.
 ML0859
 ML0859_MARKER: DB = BENCH MARK DISK
 ML0859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0859_SP_SET: CULVERT HEADWALL
 ML0859_STAMPING: Q 324 1950
 ML0859_MARK LOGO: CGS
 ML0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0859+STABILITY: SURFACE MOTION
 ML0859
 ML0859  HISTORY     - Date     Condition        Report By
 ML0859  HISTORY     - 1950     MONUMENTED       CGS
 ML0859  HISTORY     - 20180612 MARK NOT FOUND   NEGS
 ML0859
 ML0859                          STATION DESCRIPTION
 ML0859
 ML0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0859'0.9 MI SE FROM ANSELMO.
 ML0859'0.9 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0859'RAILROAD FROM THE STATION AT ANSELMO, 64.7 FEET SOUTHWEST OF THE
 ML0859'SOUTHWEST RAIL OF THE MAIN TRACK, 16.2 FEET NORTHEAST OF THE
 ML0859'CENTER LINE OF STATE HIGHWAY 2, SET IN THE TOP OF THE CENTER
 ML0859'OF THE NORTHEAST CONCRETE HEADWALL OF A PIPE CULVERT UNDER THE
 ML0859'HIGHWAY.
 ML0859
 ML0859                          STATION RECOVERY (2018)
 ML0859
 ML0859'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0859'THE DESCRIBED CULVERT HAS BEEN EXTENDED TO ACCOMMODATE WIDER SHOULDERS
 ML0859'ALONG HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1528 ***********************************************************************
 MK1528  DESIGNATION -  Q 325
 MK1528  PID         -  MK1528
 MK1528  STATE/COUNTY-  NE/POLK
 MK1528  COUNTRY     -  US
 MK1528  USGS QUAD   -  DURANT (2017)
 MK1528
 MK1528                         *CURRENT SURVEY CONTROL
 MK1528  ______________________________________________________________________
 MK1528* NAD 83(1986) POSITION- 41 05 13.     (N) 097 41 40.     (W)   SCALED
 MK1528* NAVD 88 ORTHO HEIGHT -   519.684 (meters)     1705.00  (feet) ADJUSTED
 MK1528  ______________________________________________________________________
 MK1528  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 MK1528  DYNAMIC HEIGHT  -        519.423 (meters)     1704.14  (feet) COMP
 MK1528  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 MK1528
 MK1528  VERT ORDER      -  SECOND    CLASS 0
 MK1528
 MK1528.The horizontal coordinates were scaled from a map and have
 MK1528.an estimated accuracy of +/- 6 seconds.
 MK1528
 MK1528.The orthometric height was determined by differential leveling and
 MK1528.adjusted by the NATIONAL GEODETIC SURVEY
 MK1528.in June 1991.
 MK1528
 MK1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1528.GEOID18 height accuracy estimate available here.
 MK1528
 MK1528.Click photographs - Photos may exist for this station.
 MK1528
 MK1528.The dynamic height is computed by dividing the NAVD 88
 MK1528.geopotential number by the normal gravity value computed on the
 MK1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1528.degrees latitude (g = 980.6199 gals.).
 MK1528
 MK1528.The modeled gravity was interpolated from observed gravity values.
 MK1528
 MK1528;                    North         East    Units  Estimated Accuracy
 MK1528;SPC NE       -   141,770.      693,640.      MT  (+/- 180 meters Scaled)
 MK1528
 MK1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL096492(NAD 83)
 MK1528
 MK1528                          SUPERSEDED SURVEY CONTROL
 MK1528
 MK1528  NGVD 29 (??/??/92)  519.474  (m)         1704.31   (f) ADJ UNCH    2 0
 MK1528
 MK1528.Superseded values are not recommended for survey control.
 MK1528
 MK1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1528.See file dsdata.pdf to determine how the superseded data were derived.
 MK1528
 MK1528_MARKER: DB = BENCH MARK DISK
 MK1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1528_STAMPING: Q 325 1950
 MK1528_MARK LOGO: CGS
 MK1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1528+STABILITY: SURFACE MOTION
 MK1528
 MK1528  HISTORY     - Date     Condition        Report By
 MK1528  HISTORY     - 1950     MONUMENTED       CGS
 MK1528  HISTORY     - 1960     POOR             USGS
 MK1528
 MK1528                          STATION DESCRIPTION
 MK1528
 MK1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1528'4.8 MI E FROM POLK.
 MK1528'4.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1528'AT POLK, AT A ROAD CROSSING, 72 FEET SOUTH OF THE SOUTH RAIL,
 MK1528'50 FEET EAST OF THE CENTER LINE OF A ROAD, 18 FEET EAST OF A
 MK1528'FENCE CORNER, 0.9 FOOT NORTH OF A FENCE, 2.1 FEET EAST OF A
 MK1528'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1528'0.3 FOOT ABOVE THE GROUND.
 MK1528
 MK1528                          STATION RECOVERY (1960)
 MK1528
 MK1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1528'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1446 ***********************************************************************
 MK1446  DESIGNATION -  Q 326
 MK1446  PID         -  MK1446
 MK1446  STATE/COUNTY-  NE/POLK
 MK1446  COUNTRY     -  US
 MK1446  USGS QUAD   -  SWEDEHOME (2017)
 MK1446
 MK1446                         *CURRENT SURVEY CONTROL
 MK1446  ______________________________________________________________________
 MK1446* NAD 83(1986) POSITION- 41 10 37.     (N) 097 42 51.     (W)   SCALED
 MK1446* NAVD 88 ORTHO HEIGHT -   527.968 (meters)     1732.18  (feet) ADJUSTED
 MK1446  ______________________________________________________________________
 MK1446  GEOID HEIGHT    -        -25.528 (meters)                     GEOID18
 MK1446  DYNAMIC HEIGHT  -        527.711 (meters)     1731.33  (feet) COMP
 MK1446  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 MK1446
 MK1446  VERT ORDER      -  SECOND    CLASS 0
 MK1446
 MK1446.The horizontal coordinates were scaled from a map and have
 MK1446.an estimated accuracy of +/- 6 seconds.
 MK1446
 MK1446.The orthometric height was determined by differential leveling and
 MK1446.adjusted by the NATIONAL GEODETIC SURVEY
 MK1446.in June 1991.
 MK1446
 MK1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1446.GEOID18 height accuracy estimate available here.
 MK1446
 MK1446.Click photographs - Photos may exist for this station.
 MK1446
 MK1446.The dynamic height is computed by dividing the NAVD 88
 MK1446.geopotential number by the normal gravity value computed on the
 MK1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1446.degrees latitude (g = 980.6199 gals.).
 MK1446
 MK1446.The modeled gravity was interpolated from observed gravity values.
 MK1446
 MK1446;                    North         East    Units  Estimated Accuracy
 MK1446;SPC NE       -   151,710.      691,720.      MT  (+/- 180 meters Scaled)
 MK1446
 MK1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL078591(NAD 83)
 MK1446
 MK1446                          SUPERSEDED SURVEY CONTROL
 MK1446
 MK1446  NGVD 29 (??/??/92)  527.759  (m)         1731.49   (f) ADJ UNCH    2 0
 MK1446
 MK1446.Superseded values are not recommended for survey control.
 MK1446
 MK1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1446.See file dsdata.pdf to determine how the superseded data were derived.
 MK1446
 MK1446_MARKER: DB = BENCH MARK DISK
 MK1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1446_STAMPING: Q 326 1950
 MK1446_MARK LOGO: CGS
 MK1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1446+STABILITY: SURFACE MOTION
 MK1446
 MK1446  HISTORY     - Date     Condition        Report By
 MK1446  HISTORY     - 1950     MONUMENTED       CGS
 MK1446
 MK1446                          STATION DESCRIPTION
 MK1446
 MK1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1446'8.7 MI W FROM OSCEOLA.
 MK1446'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1446'SCHOOL AT OSCEOLA, THENCE 8.2 MILES WEST ALONG U.S. HIGHWAY
 MK1446'30 A, AT A ROAD INTERSECTION, 117 FEET SOUTH OF THE CENTER LINE
 MK1446'OF THE HIGHWAY, 74 FEET SOUTH OF THE CENTER OF A GATE, 28 FEET
 MK1446'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT WEST
 MK1446'OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MK1446'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1514 ***********************************************************************
 MK1514  DESIGNATION -  Q 327
 MK1514  PID         -  MK1514
 MK1514  STATE/COUNTY-  NE/POLK
 MK1514  COUNTRY     -  US
 MK1514  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1514
 MK1514                         *CURRENT SURVEY CONTROL
 MK1514  ______________________________________________________________________
 MK1514* NAD 83(1986) POSITION- 41 19 21.     (N) 097 30 09.     (W)   SCALED
 MK1514* NAVD 88 ORTHO HEIGHT -   455.885 (meters)     1495.68  (feet) ADJUSTED
 MK1514  ______________________________________________________________________
 MK1514  GEOID HEIGHT    -        -25.403 (meters)                     GEOID18
 MK1514  DYNAMIC HEIGHT  -        455.680 (meters)     1495.01  (feet) COMP
 MK1514  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 MK1514
 MK1514  VERT ORDER      -  SECOND    CLASS 0
 MK1514
 MK1514.The horizontal coordinates were scaled from a map and have
 MK1514.an estimated accuracy of +/- 6 seconds.
 MK1514
 MK1514.The orthometric height was determined by differential leveling and
 MK1514.adjusted by the NATIONAL GEODETIC SURVEY
 MK1514.in June 1991.
 MK1514
 MK1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1514.GEOID18 height accuracy estimate available here.
 MK1514
 MK1514.Click photographs - Photos may exist for this station.
 MK1514
 MK1514.The dynamic height is computed by dividing the NAVD 88
 MK1514.geopotential number by the normal gravity value computed on the
 MK1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1514.degrees latitude (g = 980.6199 gals.).
 MK1514
 MK1514.The modeled gravity was interpolated from observed gravity values.
 MK1514
 MK1514;                    North         East    Units  Estimated Accuracy
 MK1514;SPC NE       -   168,350.      709,000.      MT  (+/- 180 meters Scaled)
 MK1514
 MK1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL253756(NAD 83)
 MK1514
 MK1514                          SUPERSEDED SURVEY CONTROL
 MK1514
 MK1514  NGVD 29 (??/??/92)  455.698  (m)         1495.07   (f) ADJ UNCH    2 0
 MK1514
 MK1514.Superseded values are not recommended for survey control.
 MK1514
 MK1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1514.See file dsdata.pdf to determine how the superseded data were derived.
 MK1514
 MK1514_MARKER: DB = BENCH MARK DISK
 MK1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1514_STAMPING: Q 327 1950
 MK1514_MARK LOGO: CGS
 MK1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1514+STABILITY: SURFACE MOTION
 MK1514
 MK1514  HISTORY     - Date     Condition        Report By
 MK1514  HISTORY     - 1950     MONUMENTED       CGS
 MK1514
 MK1514                          STATION DESCRIPTION
 MK1514
 MK1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1514'5 MI S FROM DUNCAN.
 MK1514'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1514'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1514'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A T ROAD
 MK1514'JUNCTION, 66 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1514'ROAD, 31 FEET EAST OF A FENCE CORNER, 39 FEET SOUTH OF THE
 MK1514'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 1.1 FEET NORTH
 MK1514'OF A FENCE, 2.8 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK1514'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0693 ***********************************************************************
 ML0693  DESIGNATION -  Q 328
 ML0693  PID         -  ML0693
 ML0693  STATE/COUNTY-  NE/SHERMAN
 ML0693  COUNTRY     -  US
 ML0693  USGS QUAD   -  ARCADIA EAST (2017)
 ML0693
 ML0693                         *CURRENT SURVEY CONTROL
 ML0693  ______________________________________________________________________
 ML0693* NAD 83(1986) POSITION- 41 22 50.     (N) 099 03 54.     (W)   SCALED
 ML0693* NAVD 88 ORTHO HEIGHT -   647.802 (meters)     2125.33  (feet) ADJUSTED
 ML0693  ______________________________________________________________________
 ML0693  GEOID HEIGHT    -        -23.728 (meters)                     GEOID18
 ML0693  DYNAMIC HEIGHT  -        647.472 (meters)     2124.25  (feet) COMP
 ML0693  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 ML0693
 ML0693  VERT ORDER      -  FIRST     CLASS II
 ML0693
 ML0693.The horizontal coordinates were scaled from a map and have
 ML0693.an estimated accuracy of +/- 6 seconds.
 ML0693
 ML0693.The orthometric height was determined by differential leveling and
 ML0693.adjusted by the NATIONAL GEODETIC SURVEY
 ML0693.in June 1991.
 ML0693
 ML0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0693.GEOID18 height accuracy estimate available here.
 ML0693
 ML0693.Click photographs - Photos may exist for this station.
 ML0693
 ML0693.The dynamic height is computed by dividing the NAVD 88
 ML0693.geopotential number by the normal gravity value computed on the
 ML0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0693.degrees latitude (g = 980.6199 gals.).
 ML0693
 ML0693.The modeled gravity was interpolated from observed gravity values.
 ML0693
 ML0693;                    North         East    Units  Estimated Accuracy
 ML0693;SPC NE       -   172,200.      578,180.      MT  (+/- 180 meters Scaled)
 ML0693
 ML0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML945810(NAD 83)
 ML0693
 ML0693                          SUPERSEDED SURVEY CONTROL
 ML0693
 ML0693  NGVD 29 (??/??/92)  647.555  (m)         2124.52   (f) ADJ UNCH    1 2
 ML0693
 ML0693.Superseded values are not recommended for survey control.
 ML0693
 ML0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0693.See file dsdata.pdf to determine how the superseded data were derived.
 ML0693
 ML0693_MARKER: DB = BENCH MARK DISK
 ML0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0693_STAMPING: Q 328 1950
 ML0693_MARK LOGO: CGS
 ML0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0693+STABILITY: SURFACE MOTION
 ML0693
 ML0693  HISTORY     - Date     Condition        Report By
 ML0693  HISTORY     - 1950     MONUMENTED       CGS
 ML0693
 ML0693                          STATION DESCRIPTION
 ML0693
 ML0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0693'4.8 MI SE FROM ARCADIA.
 ML0693'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0693'RAILROAD FROM THE STATION AT ARCADIA, 2 1/2 POLES SOUTHEAST OF
 ML0693'MILEPOST 49, 89 FEET NORTHEAST OF THE NORTHEAST RAIL, 41 FEET
 ML0693'NORTHEAST OF A FENCE, 11 FEET NORTH OF AN EAST AND WEST FENCE,
 ML0693'11 FEET NORTHEAST OF A 36 INCH COTTONWOOD TREE, 14 FEET
 ML0693'NORTHWEST OF A 30 INCH COTTONWOOD TREE, 2 FEET EAST OF A
 ML0693'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0693'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1345 ***********************************************************************
 MK1345  DESIGNATION -  Q 329
 MK1345  PID         -  MK1345
 MK1345  STATE/COUNTY-  NE/BUTLER
 MK1345  COUNTRY     -  US
 MK1345  USGS QUAD   -  SCHUYLER (2017)
 MK1345
 MK1345                         *CURRENT SURVEY CONTROL
 MK1345  ______________________________________________________________________
 MK1345* NAD 83(1986) POSITION- 41 22 49.22   (N) 097 06 03.74   (W)   HD_HELD1
 MK1345* NAVD 88 ORTHO HEIGHT -   422.471 (meters)     1386.06  (feet) ADJUSTED
 MK1345  ______________________________________________________________________
 MK1345  GEOID HEIGHT    -        -25.813 (meters)                     GEOID18
 MK1345  DYNAMIC HEIGHT  -        422.284 (meters)     1385.44  (feet) COMP
 MK1345  MODELED GRAVITY -    980,168.8   (mgal)                       NAVD 88
 MK1345
 MK1345  VERT ORDER      -  SECOND    CLASS 0
 MK1345
 MK1345.The horizontal coordinates were determined by differentially corrected
 MK1345.hand held GPS observations or other comparable positioning techniques
 MK1345.and have an estimated accuracy of +/- 3 meters.
 MK1345
 MK1345.The orthometric height was determined by differential leveling and
 MK1345.adjusted by the NATIONAL GEODETIC SURVEY
 MK1345.in June 1991.
 MK1345
 MK1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1345.GEOID18 height accuracy estimate available here.
 MK1345
 MK1345.Click photographs - Photos may exist for this station.
 MK1345
 MK1345.The dynamic height is computed by dividing the NAVD 88
 MK1345.geopotential number by the normal gravity value computed on the
 MK1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1345.degrees latitude (g = 980.6199 gals.).
 MK1345
 MK1345.The modeled gravity was interpolated from observed gravity values.
 MK1345
 MK1345;                    North         East    Units  Estimated Accuracy
 MK1345;SPC NE       -   175,820.4     742,369.5     MT  (+/- 3 meters HH1 GPS) 
 MK1345
 MK1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5878782719(NAD 83)
 MK1345
 MK1345                          SUPERSEDED SURVEY CONTROL
 MK1345
 MK1345  NGVD 29 (??/??/92)  422.302  (m)         1385.50   (f) ADJ UNCH    2 0
 MK1345
 MK1345.Superseded values are not recommended for survey control.
 MK1345
 MK1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1345.See file dsdata.pdf to determine how the superseded data were derived.
 MK1345
 MK1345_MARKER: DB = BENCH MARK DISK
 MK1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1345_STAMPING: Q 329 1950
 MK1345_MARK LOGO: CGS
 MK1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1345+STABILITY: SURFACE MOTION
 MK1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1345+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 MK1345
 MK1345  HISTORY     - Date     Condition        Report By
 MK1345  HISTORY     - 1950     MONUMENTED       CGS
 MK1345  HISTORY     - 20100511 GOOD             INDIV
 MK1345
 MK1345                          STATION DESCRIPTION
 MK1345
 MK1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1345'6.6 MI SW FROM SCHUYLER.
 MK1345'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1345'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1345'2.0 MILES WEST ALONG A GRAVELED ROAD, AT A SCHOOLHOUSE, 148 FEET
 MK1345'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 111 FEET
 MK1345'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 77 FEET
 MK1345'SOUTH OF THE CENTER OF THE SOUTH DOOR OF THE SCHOOLHOUSE, 4 FEET
 MK1345'WEST OF A POWER POLE, 6 FEET EAST OF A FLAGPOLE, SET IN THE
 MK1345'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1345
 MK1345                          STATION RECOVERY (2010)
 MK1345
 MK1345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0899 ***********************************************************************
 MK0899  DESIGNATION -  Q 330
 MK0899  PID         -  MK0899
 MK0899  STATE/COUNTY-  NE/SAUNDERS
 MK0899  COUNTRY     -  US
 MK0899  USGS QUAD   -  ROGERS (2017)
 MK0899
 MK0899                         *CURRENT SURVEY CONTROL
 MK0899  ______________________________________________________________________
 MK0899* NAD 83(1986) POSITION- 41 25 21.     (N) 096 53 12.     (W)   SCALED
 MK0899* NAVD 88 ORTHO HEIGHT -   397.980 (meters)     1305.71  (feet) ADJUSTED
 MK0899  ______________________________________________________________________
 MK0899  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 MK0899  DYNAMIC HEIGHT  -        397.806 (meters)     1305.14  (feet) COMP
 MK0899  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 MK0899
 MK0899  VERT ORDER      -  SECOND    CLASS 0
 MK0899
 MK0899.The horizontal coordinates were scaled from a map and have
 MK0899.an estimated accuracy of +/- 6 seconds.
 MK0899
 MK0899.The orthometric height was determined by differential leveling and
 MK0899.adjusted by the NATIONAL GEODETIC SURVEY
 MK0899.in June 1991.
 MK0899
 MK0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0899.GEOID18 height accuracy estimate available here.
 MK0899
 MK0899.Click photographs - Photos may exist for this station.
 MK0899
 MK0899.The dynamic height is computed by dividing the NAVD 88
 MK0899.geopotential number by the normal gravity value computed on the
 MK0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0899.degrees latitude (g = 980.6199 gals.).
 MK0899
 MK0899.The modeled gravity was interpolated from observed gravity values.
 MK0899
 MK0899;                    North         East    Units  Estimated Accuracy
 MK0899;SPC NE       -   181,120.      760,120.      MT  (+/- 180 meters Scaled)
 MK0899
 MK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL765878(NAD 83)
 MK0899
 MK0899                          SUPERSEDED SURVEY CONTROL
 MK0899
 MK0899  NGVD 29 (??/??/92)  397.821  (m)         1305.18   (f) ADJ UNCH    2 0
 MK0899
 MK0899.Superseded values are not recommended for survey control.
 MK0899
 MK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0899.See file dsdata.pdf to determine how the superseded data were derived.
 MK0899
 MK0899_MARKER: DB = BENCH MARK DISK
 MK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0899_STAMPING: Q 330 1950
 MK0899_MARK LOGO: CGS
 MK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0899+STABILITY: SURFACE MOTION
 MK0899
 MK0899  HISTORY     - Date     Condition        Report By
 MK0899  HISTORY     - 1950     MONUMENTED       CGS
 MK0899  HISTORY     - 1966     GOOD             USGS
 MK0899
 MK0899                          STATION DESCRIPTION
 MK0899
 MK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0899'3 MI NE FROM LINWOOD.
 MK0899'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0899'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.5
 MK0899'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG
 MK0899'A GRAVELED ROAD, 132 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK0899'AND WEST ROAD, 83 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK0899'SOUTH ROAD, 48 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO AND
 MK0899'NORTH WESTERN RAILROAD, 47 FEET NORTH OF THE NORTHWEST CORNER
 MK0899'OF RAILROAD TRESTLE A-24, 1.6 FEET EAST OF A WITNESS POST, SET
 MK0899'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0899'THE GROUND.  THIS MARK IS 1.1 MILES WEST OF BENCH MARK P 330.
 MK0899
 MK0899                          STATION RECOVERY (1966)
 MK0899
 MK0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0872 ***********************************************************************
 MK0872  DESIGNATION -  Q 331
 MK0872  PID         -  MK0872
 MK0872  STATE/COUNTY-  NE/DODGE
 MK0872  COUNTRY     -  US
 MK0872  USGS QUAD   -  MALMO NW (2017)
 MK0872
 MK0872                         *CURRENT SURVEY CONTROL
 MK0872  ______________________________________________________________________
 MK0872* NAD 83(1986) POSITION- 41 27 27.     (N) 096 43 01.     (W)   SCALED
 MK0872* NAVD 88 ORTHO HEIGHT -   382.952 (meters)     1256.40  (feet) ADJUSTED
 MK0872  ______________________________________________________________________
 MK0872  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 MK0872  DYNAMIC HEIGHT  -        382.790 (meters)     1255.87  (feet) COMP
 MK0872  MODELED GRAVITY -    980,188.0   (mgal)                       NAVD 88
 MK0872
 MK0872  VERT ORDER      -  SECOND    CLASS 0
 MK0872
 MK0872.The horizontal coordinates were scaled from a map and have
 MK0872.an estimated accuracy of +/- 6 seconds.
 MK0872
 MK0872.The orthometric height was determined by differential leveling and
 MK0872.adjusted by the NATIONAL GEODETIC SURVEY
 MK0872.in June 1991.
 MK0872
 MK0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0872.GEOID18 height accuracy estimate available here.
 MK0872
 MK0872.Click photographs - Photos may exist for this station.
 MK0872
 MK0872.The dynamic height is computed by dividing the NAVD 88
 MK0872.geopotential number by the normal gravity value computed on the
 MK0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0872.degrees latitude (g = 980.6199 gals.).
 MK0872
 MK0872.The modeled gravity was interpolated from observed gravity values.
 MK0872
 MK0872;                    North         East    Units  Estimated Accuracy
 MK0872;SPC NE       -   185,530.      774,140.      MT  (+/- 180 meters Scaled)
 MK0872
 MK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL906920(NAD 83)
 MK0872
 MK0872                          SUPERSEDED SURVEY CONTROL
 MK0872
 MK0872  NGVD 29 (??/??/92)  382.805  (m)         1255.92   (f) ADJ UNCH    2 0
 MK0872
 MK0872.Superseded values are not recommended for survey control.
 MK0872
 MK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0872.See file dsdata.pdf to determine how the superseded data were derived.
 MK0872
 MK0872_MARKER: DB = BENCH MARK DISK
 MK0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0872_STAMPING: Q 331 1950
 MK0872_MARK LOGO: CGS
 MK0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0872+STABILITY: SURFACE MOTION
 MK0872
 MK0872  HISTORY     - Date     Condition        Report By
 MK0872  HISTORY     - 1950     MONUMENTED       CGS
 MK0872  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0872
 MK0872                          STATION DESCRIPTION
 MK0872
 MK0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0872'3.4 MI E FROM NORTH BEND.
 MK0872'3.35 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0872'AT NORTH BEND, 0.1 MILE EAST OF A PRIVATE ROAD CROSSING, 10 1/2
 MK0872'POLES WEST OF MILEPOST 51, 117.0 FEET NORTHEAST OF SIGNAL TOWER
 MK0872'512, 45.6 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.3
 MK0872'FEET SOUTH OF A RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A REFERENCE
 MK0872'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MK0872'ABOVE THE GROUND.
 MK0872
 MK0872                          STATION RECOVERY (1966)
 MK0872
 MK0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0872'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0185 ***********************************************************************
 ML0185  DESIGNATION -  Q 332
 ML0185  PID         -  ML0185
 ML0185  STATE/COUNTY-  NE/MERRICK
 ML0185  COUNTRY     -  US
 ML0185  USGS QUAD   -  ARCHER (2017)
 ML0185
 ML0185                         *CURRENT SURVEY CONTROL
 ML0185  ______________________________________________________________________
 ML0185* NAD 83(1986) POSITION- 41 11 28.     (N) 098 12 51.     (W)   SCALED
 ML0185* NAVD 88 ORTHO HEIGHT -   551.247 (meters)     1808.55  (feet) ADJUSTED
 ML0185  ______________________________________________________________________
 ML0185  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 ML0185  DYNAMIC HEIGHT  -        550.979 (meters)     1807.67  (feet) COMP
 ML0185  MODELED GRAVITY -    980,118.9   (mgal)                       NAVD 88
 ML0185
 ML0185  VERT ORDER      -  SECOND    CLASS 0
 ML0185
 ML0185.The horizontal coordinates were scaled from a map and have
 ML0185.an estimated accuracy of +/- 6 seconds.
 ML0185
 ML0185.The orthometric height was determined by differential leveling and
 ML0185.adjusted by the NATIONAL GEODETIC SURVEY
 ML0185.in June 1991.
 ML0185
 ML0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0185.GEOID18 height accuracy estimate available here.
 ML0185
 ML0185.Click photographs - Photos may exist for this station.
 ML0185
 ML0185.The dynamic height is computed by dividing the NAVD 88
 ML0185.geopotential number by the normal gravity value computed on the
 ML0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0185.degrees latitude (g = 980.6199 gals.).
 ML0185
 ML0185.The modeled gravity was interpolated from observed gravity values.
 ML0185
 ML0185;                    North         East    Units  Estimated Accuracy
 ML0185;SPC NE       -   152,300.      649,760.      MT  (+/- 180 meters Scaled)
 ML0185
 ML0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL658602(NAD 83)
 ML0185
 ML0185                          SUPERSEDED SURVEY CONTROL
 ML0185
 ML0185  NGVD 29 (??/??/92)  551.014  (m)         1807.79   (f) ADJ UNCH    2 0
 ML0185
 ML0185.Superseded values are not recommended for survey control.
 ML0185
 ML0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0185.See file dsdata.pdf to determine how the superseded data were derived.
 ML0185
 ML0185_MARKER: DB = BENCH MARK DISK
 ML0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0185_STAMPING: Q 332 1950
 ML0185_MARK LOGO: CGS
 ML0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0185+STABILITY: SURFACE MOTION
 ML0185
 ML0185  HISTORY     - Date     Condition        Report By
 ML0185  HISTORY     - 1950     MONUMENTED       CGS
 ML0185
 ML0185                          STATION DESCRIPTION
 ML0185
 ML0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0185'3.1 MI SE FROM PALMER.
 ML0185'3.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0185'RAILROAD FROM THE STATION AT PALMER, AT THE CROSSING OF STATE
 ML0185'HIGHWAY 92, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0185'43 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET NORTHWEST OF
 ML0185'A CONCRETE FENCE CORNER POST, 12.3 FEET WEST OF A POWER POLE,
 ML0185'2.2 FEET SOUTHWEST OF A FENCE, 1.1 FEET SOUTHEAST OF A WITNESS
 ML0185'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 ML0185'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0184 ***********************************************************************
 ML0184  DESIGNATION -  Q 332 RESET
 ML0184  PID         -  ML0184
 ML0184  STATE/COUNTY-  NE/MERRICK
 ML0184  COUNTRY     -  US
 ML0184  USGS QUAD   -  ARCHER (2017)
 ML0184
 ML0184                         *CURRENT SURVEY CONTROL
 ML0184  ______________________________________________________________________
 ML0184* NAD 83(1986) POSITION- 41 11 28.     (N) 098 12 50.     (W)   SCALED
 ML0184* NAVD 88 ORTHO HEIGHT -   550.87  (meters)     1807.3   (feet) RESET
 ML0184  ______________________________________________________________________
 ML0184  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 ML0184  VERT ORDER      -  THIRD
 ML0184
 ML0184.The horizontal coordinates were scaled from a map and have
 ML0184.an estimated accuracy of +/- 6 seconds.
 ML0184
 ML0184.The orthometric height was computed from unverified reset data.
 ML0184
 ML0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0184.GEOID18 height accuracy estimate available here.
 ML0184
 ML0184.Click photographs - Photos may exist for this station.
 ML0184
 ML0184;                    North         East    Units  Estimated Accuracy
 ML0184;SPC NE       -   152,300.      649,780.      MT  (+/- 180 meters Scaled)
 ML0184
 ML0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL659602(NAD 83)
 ML0184
 ML0184                          SUPERSEDED SURVEY CONTROL
 ML0184
 ML0184  NGVD 29 (??/??/??)  550.64   (m)         1806.6    (f) RESET       3  
 ML0184
 ML0184.Superseded values are not recommended for survey control.
 ML0184
 ML0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0184.See file dsdata.pdf to determine how the superseded data were derived.
 ML0184
 ML0184_MARKER: DB = BENCH MARK DISK
 ML0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0184_STAMPING: Q 332 RESET 1965
 ML0184_MARK LOGO: CGS
 ML0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0184+STABILITY: SURFACE MOTION
 ML0184
 ML0184  HISTORY     - Date     Condition        Report By
 ML0184  HISTORY     - 1965     MONUMENTED       NEDR
 ML0184
 ML0184                          STATION DESCRIPTION
 ML0184
 ML0184'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1965
 ML0184'3.1 MI SE FROM PALMER.
 ML0184'ABOUT 3.1 MILES SE ALONG THE C B AND Q RR FROM THE STATION AT
 ML0184'PALMER, AT THE CROSSING OF STATE HIGHWAY 92, 74 FEET NORTH OF THE
 ML0184'CENTERLINE OF HIGHWAY, 48 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0184'29 FEET NORTHWEST OF A POWER POLE, FOUR FEET WEST OF A FENCE,
 ML0184'1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0184'POST WHICH PROJECTS 0.2 ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1546 ***********************************************************************
 MK1546  DESIGNATION -  Q 333
 MK1546  PID         -  MK1546
 MK1546  STATE/COUNTY-  NE/HAMILTON
 MK1546  COUNTRY     -  US
 MK1546  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1546
 MK1546                         *CURRENT SURVEY CONTROL
 MK1546  ______________________________________________________________________
 MK1546* NAD 83(1986) POSITION- 41 02 48.     (N) 097 56 24.     (W)   SCALED
 MK1546* NAVD 88 ORTHO HEIGHT -   541.699 (meters)     1777.22  (feet) ADJUSTED
 MK1546  ______________________________________________________________________
 MK1546  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 MK1546  DYNAMIC HEIGHT  -        541.423 (meters)     1776.32  (feet) COMP
 MK1546  MODELED GRAVITY -    980,097.7   (mgal)                       NAVD 88
 MK1546
 MK1546  VERT ORDER      -  SECOND    CLASS 0
 MK1546
 MK1546.The horizontal coordinates were scaled from a map and have
 MK1546.an estimated accuracy of +/- 6 seconds.
 MK1546
 MK1546.The orthometric height was determined by differential leveling and
 MK1546.adjusted by the NATIONAL GEODETIC SURVEY
 MK1546.in June 1991.
 MK1546
 MK1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1546.GEOID18 height accuracy estimate available here.
 MK1546
 MK1546.Click photographs - Photos may exist for this station.
 MK1546
 MK1546.The dynamic height is computed by dividing the NAVD 88
 MK1546.geopotential number by the normal gravity value computed on the
 MK1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1546.degrees latitude (g = 980.6199 gals.).
 MK1546
 MK1546.The modeled gravity was interpolated from observed gravity values.
 MK1546
 MK1546;                    North         East    Units  Estimated Accuracy
 MK1546;SPC NE       -   136,770.      673,130.      MT  (+/- 180 meters Scaled)
 MK1546
 MK1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL890444(NAD 83)
 MK1546
 MK1546                          SUPERSEDED SURVEY CONTROL
 MK1546
 MK1546  NGVD 29 (??/??/92)  541.476  (m)         1776.49   (f) ADJ UNCH    2 0
 MK1546
 MK1546.Superseded values are not recommended for survey control.
 MK1546
 MK1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1546.See file dsdata.pdf to determine how the superseded data were derived.
 MK1546
 MK1546_MARKER: DB = BENCH MARK DISK
 MK1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1546_STAMPING: Q 333 1950
 MK1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1546+STABILITY: SURFACE MOTION
 MK1546
 MK1546  HISTORY     - Date     Condition        Report By
 MK1546  HISTORY     - 1950     MONUMENTED       CGS
 MK1546
 MK1546                          STATION DESCRIPTION
 MK1546
 MK1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1546'5 MI SW FROM HOARDVILLE.
 MK1546'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1546'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILES WEST ALONG
 MK1546'STATE HIGHWAY 66, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1546'THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION,
 MK1546'ON THE EAST BANK OF A SLOUGH, 147 FEET EAST OF THE NORTHEAST
 MK1546'CORNER OF A WOODEN BRIDGE, 56 FEET NORTH OF THE CENTER LINE OF
 MK1546'AN EAST AND WEST ROAD, 30 FEET WEST OF THE EXTENDED CENTER LINE
 MK1546'OF A GRAVELED ROAD LEADING SOUTH, 20.7 FEET NORTHWEST OF A
 MK1546'POWER POLE, 2 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS
 MK1546'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK1546'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0160 ***********************************************************************
 LH0160  DESIGNATION -  Q 334
 LH0160  PID         -  LH0160
 LH0160  STATE/COUNTY-  NE/HAMILTON
 LH0160  COUNTRY     -  US
 LH0160  USGS QUAD   -  MURPHY (2017)
 LH0160
 LH0160                         *CURRENT SURVEY CONTROL
 LH0160  ______________________________________________________________________
 LH0160* NAD 83(1986) POSITION- 40 56 36.     (N) 098 04 27.     (W)   SCALED
 LH0160* NAVD 88 ORTHO HEIGHT -   559.773 (meters)     1836.52  (feet) ADJUSTED
 LH0160  ______________________________________________________________________
 LH0160  GEOID HEIGHT    -        -25.406 (meters)                     GEOID18
 LH0160  DYNAMIC HEIGHT  -        559.484 (meters)     1835.57  (feet) COMP
 LH0160  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 LH0160
 LH0160  VERT ORDER      -  SECOND    CLASS 0
 LH0160
 LH0160.The horizontal coordinates were scaled from a map and have
 LH0160.an estimated accuracy of +/- 6 seconds.
 LH0160
 LH0160.The orthometric height was determined by differential leveling and
 LH0160.adjusted by the NATIONAL GEODETIC SURVEY
 LH0160.in June 1991.
 LH0160
 LH0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0160.GEOID18 height accuracy estimate available here.
 LH0160
 LH0160.Click photographs - Photos may exist for this station.
 LH0160
 LH0160.The dynamic height is computed by dividing the NAVD 88
 LH0160.geopotential number by the normal gravity value computed on the
 LH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0160.degrees latitude (g = 980.6199 gals.).
 LH0160
 LH0160.The modeled gravity was interpolated from observed gravity values.
 LH0160
 LH0160;                    North         East    Units  Estimated Accuracy
 LH0160;SPC NE       -   125,050.      662,110.      MT  (+/- 180 meters Scaled)
 LH0160
 LH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779328(NAD 83)
 LH0160
 LH0160                          SUPERSEDED SURVEY CONTROL
 LH0160
 LH0160  NGVD 29 (??/??/92)  559.539  (m)         1835.75   (f) ADJ UNCH    2 0
 LH0160
 LH0160.Superseded values are not recommended for survey control.
 LH0160
 LH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0160.See file dsdata.pdf to determine how the superseded data were derived.
 LH0160
 LH0160_MARKER: DB = BENCH MARK DISK
 LH0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0160_STAMPING: Q 334 1950
 LH0160_MARK LOGO: CGS
 LH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0160+STABILITY: SURFACE MOTION
 LH0160
 LH0160  HISTORY     - Date     Condition        Report By
 LH0160  HISTORY     - 1950     MONUMENTED       CGS
 LH0160
 LH0160                          STATION DESCRIPTION
 LH0160
 LH0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0160'7.6 MI SW FROM MARQUETTE.
 LH0160'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0160'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0160'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 LH0160'A GRAVELED ROAD, AT THE ELGE AIRPORT, 39 FEET WEST OF THE WIND
 LH0160'SOCK, 4.0 FEET SOUTH OF AN EAST AND WEST WOVEN WIRE FENCE, 3
 LH0160'FEET EAST OF THE NORTHEAST CORNER OF THE EAST HANGAR, 1 FOOT WEST
 LH0160'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0160'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0053 ***********************************************************************
 ML0053  DESIGNATION -  Q 335
 ML0053  PID         -  ML0053
 ML0053  STATE/COUNTY-  NE/GREELEY
 ML0053  COUNTRY     -  US
 ML0053  USGS QUAD   -  SPALDING (2017)
 ML0053
 ML0053                         *CURRENT SURVEY CONTROL
 ML0053  ______________________________________________________________________
 ML0053* NAD 83(1986) POSITION- 41 40 40.     (N) 098 20 55.     (W)   SCALED
 ML0053* NAVD 88 ORTHO HEIGHT -   572.273 (meters)     1877.53  (feet) ADJUSTED
 ML0053  ______________________________________________________________________
 ML0053  GEOID HEIGHT    -        -24.536 (meters)                     GEOID18
 ML0053  DYNAMIC HEIGHT  -        572.000 (meters)     1876.64  (feet) COMP
 ML0053  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 ML0053
 ML0053  VERT ORDER      -  SECOND    CLASS 0
 ML0053
 ML0053.The horizontal coordinates were scaled from a map and have
 ML0053.an estimated accuracy of +/- 6 seconds.
 ML0053
 ML0053.The orthometric height was determined by differential leveling and
 ML0053.adjusted by the NATIONAL GEODETIC SURVEY
 ML0053.in June 1991.
 ML0053
 ML0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0053.GEOID18 height accuracy estimate available here.
 ML0053
 ML0053.Click photographs - Photos may exist for this station.
 ML0053
 ML0053.The dynamic height is computed by dividing the NAVD 88
 ML0053.geopotential number by the normal gravity value computed on the
 ML0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0053.degrees latitude (g = 980.6199 gals.).
 ML0053
 ML0053.The modeled gravity was interpolated from observed gravity values.
 ML0053
 ML0053;                    North         East    Units  Estimated Accuracy
 ML0053;SPC NE       -   206,090.      637,450.      MT  (+/- 180 meters Scaled)
 ML0053
 ML0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM542142(NAD 83)
 ML0053
 ML0053                          SUPERSEDED SURVEY CONTROL
 ML0053
 ML0053  NGVD 29 (??/??/92)  572.030  (m)         1876.74   (f) ADJ UNCH    2 0
 ML0053
 ML0053.Superseded values are not recommended for survey control.
 ML0053
 ML0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0053.See file dsdata.pdf to determine how the superseded data were derived.
 ML0053
 ML0053_MARKER: DB = BENCH MARK DISK
 ML0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0053_STAMPING: Q 335 1950
 ML0053_MARK LOGO: CGS
 ML0053_PROJECTION: PROJECTING 9 CENTIMETERS
 ML0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0053+STABILITY: SURFACE MOTION
 ML0053
 ML0053  HISTORY     - Date     Condition        Report By
 ML0053  HISTORY     - 1950     MONUMENTED       CGS
 ML0053
 ML0053                          STATION DESCRIPTION
 ML0053
 ML0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0053'0.9 MI SE FROM SPALDING.
 ML0053'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0053'STATION AT SPALDING, AT A ROAD CROSSING, 2 RAILS NORTHWEST OF
 ML0053'CULVERT 43.43, 50.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 54
 ML0053'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 27 FEET
 ML0053'NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A FENCE, 2.2
 ML0053'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0053'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0130 ***********************************************************************
 ML0130  DESIGNATION -  Q 336
 ML0130  PID         -  ML0130
 ML0130  STATE/COUNTY-  NE/MERRICK
 ML0130  COUNTRY     -  US
 ML0130  USGS QUAD   -  CHAPMAN (2017)
 ML0130
 ML0130                         *CURRENT SURVEY CONTROL
 ML0130  ______________________________________________________________________
 ML0130* NAD 83(1986) POSITION- 41 01 53.     (N) 098 08 35.     (W)   SCALED
 ML0130* NAVD 88 ORTHO HEIGHT -   536.372 (meters)     1759.75  (feet) ADJUSTED
 ML0130  ______________________________________________________________________
 ML0130  GEOID HEIGHT    -        -25.251 (meters)                     GEOID18
 ML0130  DYNAMIC HEIGHT  -        536.097 (meters)     1758.84  (feet) COMP
 ML0130  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 ML0130
 ML0130  VERT ORDER      -  SECOND    CLASS 0
 ML0130
 ML0130.The horizontal coordinates were scaled from a map and have
 ML0130.an estimated accuracy of +/- 6 seconds.
 ML0130
 ML0130.The orthometric height was determined by differential leveling and
 ML0130.adjusted by the NATIONAL GEODETIC SURVEY
 ML0130.in June 1991.
 ML0130
 ML0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0130.GEOID18 height accuracy estimate available here.
 ML0130
 ML0130.Click photographs - Photos may exist for this station.
 ML0130
 ML0130.The dynamic height is computed by dividing the NAVD 88
 ML0130.geopotential number by the normal gravity value computed on the
 ML0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0130.degrees latitude (g = 980.6199 gals.).
 ML0130
 ML0130.The modeled gravity was interpolated from observed gravity values.
 ML0130
 ML0130;                    North         East    Units  Estimated Accuracy
 ML0130;SPC NE       -   134,690.      656,100.      MT  (+/- 180 meters Scaled)
 ML0130
 ML0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL720425(NAD 83)
 ML0130
 ML0130                          SUPERSEDED SURVEY CONTROL
 ML0130
 ML0130  NGVD 29 (??/??/92)  536.139  (m)         1758.98   (f) ADJ UNCH    2 0
 ML0130
 ML0130.Superseded values are not recommended for survey control.
 ML0130
 ML0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0130.See file dsdata.pdf to determine how the superseded data were derived.
 ML0130
 ML0130_MARKER: DB = BENCH MARK DISK
 ML0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0130_STAMPING: Q 336 1950
 ML0130_MARK LOGO: CGS
 ML0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0130+STABILITY: SURFACE MOTION
 ML0130
 ML0130  HISTORY     - Date     Condition        Report By
 ML0130  HISTORY     - 1950     MONUMENTED       CGS
 ML0130
 ML0130                          STATION DESCRIPTION
 ML0130
 ML0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0130'1 MI NE FROM CHAPMAN.
 ML0130'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0130'STATION AT CHAPMAN, AT A ROAD INTERSECTION, 39 FEET SOUTHEAST
 ML0130'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 56 FEET NORTHWEST
 ML0130'OF THE CENTER LINE OF U.S. HIGHWAY 30, 28 FEET SOUTH OF THE
 ML0130'CENTER LINE OF AN EAST AND WEST ROAD, 6.5 FEET SOUTHWEST OF A
 ML0130'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.8
 ML0130'FEET NORTHWEST OF A FENCE, 1.3 FEET EAST OF A WITNESS POST,
 ML0130'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0130'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0134 ***********************************************************************
 ML0134  DESIGNATION -  Q 337
 ML0134  PID         -  ML0134
 ML0134  STATE/COUNTY-  NE/MERRICK
 ML0134  COUNTRY     -  US
 ML0134  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0134
 ML0134                         *CURRENT SURVEY CONTROL
 ML0134  ______________________________________________________________________
 ML0134* NAD 83(1986) POSITION- 41 04 08.     (N) 098 04 52.     (W)   SCALED
 ML0134* NAVD 88 ORTHO HEIGHT -   527.877 (meters)     1731.88  (feet) ADJUSTED
 ML0134  ______________________________________________________________________
 ML0134  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 ML0134  DYNAMIC HEIGHT  -        527.611 (meters)     1731.00  (feet) COMP
 ML0134  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 ML0134
 ML0134  VERT ORDER      -  SECOND    CLASS 0
 ML0134
 ML0134.The horizontal coordinates were scaled from a map and have
 ML0134.an estimated accuracy of +/- 6 seconds.
 ML0134
 ML0134.The orthometric height was determined by differential leveling and
 ML0134.adjusted by the NATIONAL GEODETIC SURVEY
 ML0134.in June 1991.
 ML0134
 ML0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0134.GEOID18 height accuracy estimate available here.
 ML0134
 ML0134.Click photographs - Photos may exist for this station.
 ML0134
 ML0134.The dynamic height is computed by dividing the NAVD 88
 ML0134.geopotential number by the normal gravity value computed on the
 ML0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0134.degrees latitude (g = 980.6199 gals.).
 ML0134
 ML0134.The modeled gravity was interpolated from observed gravity values.
 ML0134
 ML0134;                    North         East    Units  Estimated Accuracy
 ML0134;SPC NE       -   138,970.      661,210.      MT  (+/- 180 meters Scaled)
 ML0134
 ML0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL771468(NAD 83)
 ML0134
 ML0134                          SUPERSEDED SURVEY CONTROL
 ML0134
 ML0134  NGVD 29 (??/??/92)  527.652  (m)         1731.14   (f) ADJ UNCH    2 0
 ML0134
 ML0134.Superseded values are not recommended for survey control.
 ML0134
 ML0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0134.See file dsdata.pdf to determine how the superseded data were derived.
 ML0134
 ML0134_MARKER: DB = BENCH MARK DISK
 ML0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0134_STAMPING: Q 337 1950
 ML0134_MARK LOGO: CGS
 ML0134_PROJECTION: PROJECTING 12 CENTIMETERS
 ML0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0134+STABILITY: SURFACE MOTION
 ML0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0134+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 ML0134
 ML0134  HISTORY     - Date     Condition        Report By
 ML0134  HISTORY     - 1950     MONUMENTED       CGS
 ML0134  HISTORY     - 20210621 GOOD             NEGS
 ML0134
 ML0134                          STATION DESCRIPTION
 ML0134
 ML0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0134'5.2 MI SW FROM CENTRAL CITY.
 ML0134'5.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0134'STATION AT CENTRAL CITY, 0.4 MILE SOUTHWEST OF A ROAD CROSSING,
 ML0134'96 FEET SOUTHWEST OF SEMAPHORE 130.1, 54 FEET NORTHWEST OF THE
 ML0134'CENTER LINE OF U.S. HIGHWAY 30, 40 FEET SOUTHEAST OF THE
 ML0134'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 15 FEET WEST OF
 ML0134'MILEPOST 130, IN LINE WITH A ROW OF TELEPHONE POLES, 9 FEET
 ML0134'NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 ML0134'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0134
 ML0134                          STATION RECOVERY (2021)
 ML0134
 ML0134'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 ML0134'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND NE. HIGHWAY 14 IN
 ML0134'CENTRAL CITY, NE., GO SOUTHWEST ON U.S. HIGHWAY 30 APPROXIMATELY 5.28
 ML0134'MI (8.50 KM) TO MILE POST 332.30 AND THE MARK ON THE RIGHT (NORTHWEST)
 ML0134'SIDE OF HIGHWAY.  THE MARK IS 39.5 FT (12.0 M) SOUTHEAST OF SOUTHEAST
 ML0134'RAIL, 31.5 FT (9.6 M) SOUTH-SOUTHEAST OF RAILROAD MILE POST 130 AND
 ML0134'53.5 FT (16.3 M) NW OF THE CENTERLINE OF U.S. HIGHWAY 30.  A MAGNET
 ML0134'HAS BEEN PLACED BESIDE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0449 ***********************************************************************
 NP0449  DESIGNATION -  Q 340
 NP0449  PID         -  NP0449
 NP0449  STATE/COUNTY-  NE/SIOUX
 NP0449  COUNTRY     -  US
 NP0449  USGS QUAD   -  ANDREWS (2017)
 NP0449
 NP0449                         *CURRENT SURVEY CONTROL
 NP0449  ______________________________________________________________________
 NP0449* NAD 83(1986) POSITION- 42 38 09.     (N) 103 44 36.     (W)   SCALED
 NP0449* NAVD 88 ORTHO HEIGHT -  1354.169 (meters)     4442.80  (feet) ADJUSTED
 NP0449  ______________________________________________________________________
 NP0449  GEOID HEIGHT    -        -16.651 (meters)                     GEOID18
 NP0449  DYNAMIC HEIGHT  -       1353.376 (meters)     4440.20  (feet) COMP
 NP0449  MODELED GRAVITY -    979,988.4   (mgal)                       NAVD 88
 NP0449
 NP0449  VERT ORDER      -  FIRST     CLASS II
 NP0449
 NP0449.The horizontal coordinates were scaled from a map and have
 NP0449.an estimated accuracy of +/- 6 seconds.
 NP0449
 NP0449.The orthometric height was determined by differential leveling and
 NP0449.adjusted by the NATIONAL GEODETIC SURVEY
 NP0449.in June 1991.
 NP0449
 NP0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0449.GEOID18 height accuracy estimate available here.
 NP0449
 NP0449.Click photographs - Photos may exist for this station.
 NP0449
 NP0449.The dynamic height is computed by dividing the NAVD 88
 NP0449.geopotential number by the normal gravity value computed on the
 NP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0449.degrees latitude (g = 980.6199 gals.).
 NP0449
 NP0449.The modeled gravity was interpolated from observed gravity values.
 NP0449
 NP0449;                    North         East    Units  Estimated Accuracy
 NP0449;SPC NE       -   317,810.      193,110.      MT  (+/- 180 meters Scaled)
 NP0449
 NP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH030211(NAD 83)
 NP0449
 NP0449                          SUPERSEDED SURVEY CONTROL
 NP0449
 NP0449  NGVD 29 (??/??/92) 1353.506  (m)         4440.63   (f) ADJ UNCH    1 2
 NP0449
 NP0449.Superseded values are not recommended for survey control.
 NP0449
 NP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0449.See file dsdata.pdf to determine how the superseded data were derived.
 NP0449
 NP0449_MARKER: DB = BENCH MARK DISK
 NP0449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0449_SP_SET: CULVERT HEADWALL
 NP0449_STAMPING: Q 340 1954
 NP0449_MARK LOGO: CGS
 NP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0449+STABILITY: SURFACE MOTION
 NP0449
 NP0449  HISTORY     - Date     Condition        Report By
 NP0449  HISTORY     - 1954     MONUMENTED       CGS
 NP0449
 NP0449                          STATION DESCRIPTION
 NP0449
 NP0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0449'8.4 MI SE FROM HARRISON.
 NP0449'8.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0449'FROM THE STATION AT HARRISON, 0.7 MILE WEST OF THE ROAD CROSSING
 NP0449'AT ANDREWS, 11 FEET NORTHEAST OF MILEPOST 452, 28 FEET SOUTH
 NP0449'OF THE SOUTH RAIL, 10 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 NP0449'TOP OF THE SOUTHWEST CORNER OF THE SOUTH HEADWALL OF A STONE
 NP0449'ARCH CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0455 ***********************************************************************
 NP0455  DESIGNATION -  Q 341
 NP0455  PID         -  NP0455
 NP0455  STATE/COUNTY-  NE/SIOUX
 NP0455  COUNTRY     -  US
 NP0455  USGS QUAD   -  HARRISON EAST (2017)
 NP0455
 NP0455                         *CURRENT SURVEY CONTROL
 NP0455  ______________________________________________________________________
 NP0455* NAD 83(1986) POSITION- 42 40 39.     (N) 103 50 18.     (W)   SCALED
 NP0455* NAVD 88 ORTHO HEIGHT -  1473.779 (meters)     4835.22  (feet) ADJUSTED
 NP0455  ______________________________________________________________________
 NP0455  GEOID HEIGHT    -        -16.283 (meters)                     GEOID18
 NP0455  DYNAMIC HEIGHT  -       1472.910 (meters)     4832.37  (feet) COMP
 NP0455  MODELED GRAVITY -    979,979.3   (mgal)                       NAVD 88
 NP0455
 NP0455  VERT ORDER      -  FIRST     CLASS II
 NP0455
 NP0455.The horizontal coordinates were scaled from a map and have
 NP0455.an estimated accuracy of +/- 6 seconds.
 NP0455
 NP0455.The orthometric height was determined by differential leveling and
 NP0455.adjusted by the NATIONAL GEODETIC SURVEY
 NP0455.in June 1991.
 NP0455
 NP0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0455.GEOID18 height accuracy estimate available here.
 NP0455
 NP0455.Click photographs - Photos may exist for this station.
 NP0455
 NP0455.The dynamic height is computed by dividing the NAVD 88
 NP0455.geopotential number by the normal gravity value computed on the
 NP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0455.degrees latitude (g = 980.6199 gals.).
 NP0455
 NP0455.The modeled gravity was interpolated from observed gravity values.
 NP0455
 NP0455;                    North         East    Units  Estimated Accuracy
 NP0455;SPC NE       -   322,780.      185,530.      MT  (+/- 180 meters Scaled)
 NP0455
 NP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH951256(NAD 83)
 NP0455
 NP0455                          SUPERSEDED SURVEY CONTROL
 NP0455
 NP0455  NGVD 29 (??/??/92) 1473.097  (m)         4832.99   (f) ADJ UNCH    1 2
 NP0455
 NP0455.Superseded values are not recommended for survey control.
 NP0455
 NP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0455.See file dsdata.pdf to determine how the superseded data were derived.
 NP0455
 NP0455_MARKER: DB = BENCH MARK DISK
 NP0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0455_STAMPING: Q 341 1954
 NP0455_MARK LOGO: CGS
 NP0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0455+STABILITY: SURFACE MOTION
 NP0455
 NP0455  HISTORY     - Date     Condition        Report By
 NP0455  HISTORY     - 1954     MONUMENTED       CGS
 NP0455
 NP0455                          STATION DESCRIPTION
 NP0455
 NP0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0455'2.4 MI SE FROM HARRISON.
 NP0455'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0455'FROM THE STATION AT HARRISON, 56 FEET SOUTHWEST OF THE SOUTHWEST
 NP0455'RAIL, 42 FEET NORTHEAST OF A FENCE, 32 FEET NORTHWEST OF MILEPOST
 NP0455'458, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0455'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0342 ***********************************************************************
 NP0342  DESIGNATION -  Q 342
 NP0342  PID         -  NP0342
 NP0342  STATE/COUNTY-  NE/BOX BUTTE
 NP0342  COUNTRY     -  US
 NP0342  USGS QUAD   -  HEMINGFORD (2017)
 NP0342
 NP0342                         *CURRENT SURVEY CONTROL
 NP0342  ______________________________________________________________________
 NP0342* NAD 83(1986) POSITION- 42 19 00.     (N) 103 03 46.     (W)   SCALED
 NP0342* NAVD 88 ORTHO HEIGHT -  1294.788 (meters)     4247.98  (feet) ADJUSTED
 NP0342  ______________________________________________________________________
 NP0342  GEOID HEIGHT    -        -18.280 (meters)                     GEOID18
 NP0342  DYNAMIC HEIGHT  -       1294.032 (meters)     4245.50  (feet) COMP
 NP0342  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 NP0342
 NP0342  VERT ORDER      -  FIRST     CLASS II
 NP0342
 NP0342.The horizontal coordinates were scaled from a map and have
 NP0342.an estimated accuracy of +/- 6 seconds.
 NP0342
 NP0342.The orthometric height was determined by differential leveling and
 NP0342.adjusted by the NATIONAL GEODETIC SURVEY
 NP0342.in June 1991.
 NP0342
 NP0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0342.GEOID18 height accuracy estimate available here.
 NP0342
 NP0342.Click photographs - Photos may exist for this station.
 NP0342
 NP0342.The dynamic height is computed by dividing the NAVD 88
 NP0342.geopotential number by the normal gravity value computed on the
 NP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0342.degrees latitude (g = 980.6199 gals.).
 NP0342
 NP0342.The modeled gravity was interpolated from observed gravity values.
 NP0342
 NP0342;                    North         East    Units  Estimated Accuracy
 NP0342;SPC NE       -   280,190.      247,620.      MT  (+/- 180 meters Scaled)
 NP0342
 NP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG596867(NAD 83)
 NP0342
 NP0342                          SUPERSEDED SURVEY CONTROL
 NP0342
 NP0342  NGVD 29 (??/??/92) 1294.160  (m)         4245.92   (f) ADJ UNCH    1 2
 NP0342
 NP0342.Superseded values are not recommended for survey control.
 NP0342
 NP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0342.See file dsdata.pdf to determine how the superseded data were derived.
 NP0342
 NP0342_MARKER: DB = BENCH MARK DISK
 NP0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0342_STAMPING: Q 342 1956
 NP0342_MARK LOGO: CGS
 NP0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0342+STABILITY: SURFACE MOTION
 NP0342
 NP0342  HISTORY     - Date     Condition        Report By
 NP0342  HISTORY     - 1956     MONUMENTED       CGS
 NP0342  HISTORY     - 1985     GOOD             NGS
 NP0342
 NP0342                          STATION DESCRIPTION
 NP0342
 NP0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0342'0.8 MI SE FROM HEMINGFORD.
 NP0342'0.8 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0342'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES SOUTHEAST OF
 NP0342'MILEPOST 384, 62 FEET NORTH OF THE CENTER OF A PRIVATE ROAD
 NP0342'CROSSING, 44.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 9.5 FEET
 NP0342'NORTHEAST OF A TELEPHONE POLE, 2.2 FEET SOUTHWEST OF A FENCE,
 NP0342'1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0342'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 NP0342'SECTION 17, TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0342
 NP0342                          STATION RECOVERY (1985)
 NP0342
 NP0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0342'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.88 KM (0.55 MI) SOUTHEAST
 NP0342'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 87 AT
 NP0342'HEMINGFORD.
 NP0342'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0152 ***********************************************************************
 MN0152  DESIGNATION -  Q 344
 MN0152  PID         -  MN0152
 MN0152  STATE/COUNTY-  NE/MORRILL
 MN0152  COUNTRY     -  US
 MN0152  USGS QUAD   -  ANGORA SE (2017)
 MN0152
 MN0152                         *CURRENT SURVEY CONTROL
 MN0152  ______________________________________________________________________
 MN0152* NAD 83(1986) POSITION- 41 45 44.     (N) 103 07 23.     (W)   SCALED
 MN0152* NAVD 88 ORTHO HEIGHT -  1197.473 (meters)     3928.71  (feet) POSTED
 MN0152  ______________________________________________________________________
 MN0152  GEOID HEIGHT    -        -19.370 (meters)                     GEOID18
 MN0152  DYNAMIC HEIGHT  -       1196.71  (meters)     3926.2   (feet) COMP
 MN0152  MODELED GRAVITY -    979,944.4   (mgal)                       NAVD 88
 MN0152
 MN0152  VERT ORDER      -  * POSTED, SEE BELOW
 MN0152
 MN0152.The horizontal coordinates were scaled from a map and have
 MN0152.an estimated accuracy of +/- 6 seconds.
 MN0152
 MN0152.The orthometric height was determined by differential leveling
 MN0152.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0152
 MN0152.* This is a POSTED BENCH MARK height.
 MN0152
 MN0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0152.GEOID18 height accuracy estimate available here.
 MN0152
 MN0152.Click photographs - Photos may exist for this station.
 MN0152
 MN0152.The dynamic height is computed by dividing the NAVD 88
 MN0152.geopotential number by the normal gravity value computed on the
 MN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0152.degrees latitude (g = 980.6199 gals.).
 MN0152
 MN0152.The modeled gravity was interpolated from observed gravity values.
 MN0152
 MN0152;                    North         East    Units  Estimated Accuracy
 MN0152;SPC NE       -   218,850.      240,430.      MT  (+/- 180 meters Scaled)
 MN0152
 MN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG560250(NAD 83)
 MN0152
 MN0152                          SUPERSEDED SURVEY CONTROL
 MN0152
 MN0152  NGVD 29 (??/??/92) 1196.872  (m)         3926.74   (f) ADJ UNCH    1 2
 MN0152
 MN0152.Superseded values are not recommended for survey control.
 MN0152
 MN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0152.See file dsdata.pdf to determine how the superseded data were derived.
 MN0152
 MN0152_MARKER: DB = BENCH MARK DISK
 MN0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0152_SP_SET: ABUTMENT
 MN0152_STAMPING: Q 344 1956
 MN0152_MARK LOGO: CGS
 MN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0152+STABILITY: SURFACE MOTION
 MN0152
 MN0152  HISTORY     - Date     Condition        Report By
 MN0152  HISTORY     - 1956     MONUMENTED       CGS
 MN0152  HISTORY     - 1985     GOOD             NGS
 MN0152
 MN0152                          STATION DESCRIPTION
 MN0152
 MN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0152'7.6 MI N FROM BRIDGEPORT.
 MN0152'7.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0152'FROM THE STATION AT BRIDGEPORT, 1 POLE SOUTH OF MILEPOST 29,
 MN0152'4.9 FEET WEST OF THE WEST RAIL, 1.1 MILES SOUTH OF BENCH MARK
 MN0152'F 10, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0152'WEST END OF THE NORTH ABUTMENT OF BRIDGE 29.02, IN SECTION 28,
 MN0152'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0152
 MN0152                          STATION RECOVERY (1985)
 MN0152
 MN0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1717 ***********************************************************************
 MK1717  DESIGNATION -  Q 345
 MK1717  PID         -  MK1717
 MK1717  STATE/COUNTY-  NE/PLATTE
 MK1717  COUNTRY     -  US
 MK1717  USGS QUAD   -  LINDSAY (2017)
 MK1717
 MK1717                         *CURRENT SURVEY CONTROL
 MK1717  ______________________________________________________________________
 MK1717* NAD 83(1986) POSITION- 41 39 22.     (N) 097 39 29.     (W)   SCALED
 MK1717* NAVD 88 ORTHO HEIGHT -   495.784 (meters)     1626.58  (feet) ADJUSTED
 MK1717  ______________________________________________________________________
 MK1717  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 MK1717  DYNAMIC HEIGHT  -        495.570 (meters)     1625.88  (feet) COMP
 MK1717  MODELED GRAVITY -    980,175.7   (mgal)                       NAVD 88
 MK1717
 MK1717  VERT ORDER      -  SECOND    CLASS 0
 MK1717
 MK1717.The horizontal coordinates were scaled from a map and have
 MK1717.an estimated accuracy of +/- 6 seconds.
 MK1717
 MK1717.The orthometric height was determined by differential leveling and
 MK1717.adjusted by the NATIONAL GEODETIC SURVEY
 MK1717.in June 1991.
 MK1717
 MK1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1717.GEOID18 height accuracy estimate available here.
 MK1717
 MK1717.Click photographs - Photos may exist for this station.
 MK1717
 MK1717.The dynamic height is computed by dividing the NAVD 88
 MK1717.geopotential number by the normal gravity value computed on the
 MK1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1717.degrees latitude (g = 980.6199 gals.).
 MK1717
 MK1717.The modeled gravity was interpolated from observed gravity values.
 MK1717
 MK1717;                    North         East    Units  Estimated Accuracy
 MK1717;SPC NE       -   205,020.      694,980.      MT  (+/- 180 meters Scaled)
 MK1717
 MK1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM117124(NAD 83)
 MK1717
 MK1717                          SUPERSEDED SURVEY CONTROL
 MK1717
 MK1717  NGVD 29 (??/??/92)  495.588  (m)         1625.94   (f) ADJ UNCH    2 0
 MK1717
 MK1717.Superseded values are not recommended for survey control.
 MK1717
 MK1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1717.See file dsdata.pdf to determine how the superseded data were derived.
 MK1717
 MK1717_MARKER: DB = BENCH MARK DISK
 MK1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1717_STAMPING: Q 345 1957
 MK1717_MARK LOGO: CGS
 MK1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1717+STABILITY: SURFACE MOTION
 MK1717
 MK1717  HISTORY     - Date     Condition        Report By
 MK1717  HISTORY     - 1957     MONUMENTED       CGS
 MK1717
 MK1717                          STATION DESCRIPTION
 MK1717
 MK1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1717'4.1 MI SE FROM LINDSAY.
 MK1717'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE STATION
 MK1717'AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE SOUTHEAST
 MK1717'ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH, IN SECTION 3,
 MK1717'T. 19 N., R. 3 W., 50 FEET SOUTH OF THE CENTER LINE OF AN
 MK1717'EAST-WEST ROAD, 17 FEET EAT OF THE CENTER LINE OF NORTH-SOUTH
 MK1717'ROAD, 54 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 MK1717'7 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 MK1717'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 MK1717'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST THAT
 MK1717'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0135 ***********************************************************************
 NO0135  DESIGNATION -  Q 346
 NO0135  PID         -  NO0135
 NO0135  STATE/COUNTY-  NE/CHERRY
 NO0135  COUNTRY     -  US
 NO0135  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0135
 NO0135                         *CURRENT SURVEY CONTROL
 NO0135  ______________________________________________________________________
 NO0135* NAD 83(1986) POSITION- 42 54 20.     (N) 100 41 11.     (W)   SCALED
 NO0135* NAVD 88 ORTHO HEIGHT -   797.403 (meters)     2616.15  (feet) ADJUSTED
 NO0135  ______________________________________________________________________
 NO0135  GEOID HEIGHT    -        -21.611 (meters)                     GEOID18
 NO0135  DYNAMIC HEIGHT  -        797.083 (meters)     2615.10  (feet) COMP
 NO0135  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 NO0135
 NO0135  VERT ORDER      -  FIRST     CLASS II
 NO0135
 NO0135.The horizontal coordinates were scaled from a map and have
 NO0135.an estimated accuracy of +/- 6 seconds.
 NO0135
 NO0135.The orthometric height was determined by differential leveling and
 NO0135.adjusted by the NATIONAL GEODETIC SURVEY
 NO0135.in June 1991.
 NO0135
 NO0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0135.GEOID18 height accuracy estimate available here.
 NO0135
 NO0135.Click photographs - Photos may exist for this station.
 NO0135
 NO0135.The dynamic height is computed by dividing the NAVD 88
 NO0135.geopotential number by the normal gravity value computed on the
 NO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0135.degrees latitude (g = 980.6199 gals.).
 NO0135
 NO0135.The modeled gravity was interpolated from observed gravity values.
 NO0135
 NO0135;                    North         East    Units  Estimated Accuracy
 NO0135;SPC NE       -   341,350.      443,950.      MT  (+/- 180 meters Scaled)
 NO0135
 NO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN623517(NAD 83)
 NO0135
 NO0135                          SUPERSEDED SURVEY CONTROL
 NO0135
 NO0135  NGVD 29 (??/??/92)  797.103  (m)         2615.16   (f) ADJ UNCH    1 2
 NO0135
 NO0135.Superseded values are not recommended for survey control.
 NO0135
 NO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0135.See file dsdata.pdf to determine how the superseded data were derived.
 NO0135
 NO0135_MARKER: DB = BENCH MARK DISK
 NO0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0135_STAMPING: Q 346 1957
 NO0135_MARK LOGO: CGS
 NO0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0135+STABILITY: SURFACE MOTION
 NO0135
 NO0135  HISTORY     - Date     Condition        Report By
 NO0135  HISTORY     - 1957     MONUMENTED       CGS
 NO0135
 NO0135                          STATION DESCRIPTION
 NO0135
 NO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0135'3.6 MI E FROM CROOKSTON.
 NO0135'ABOUT 3.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0135'FROM THE STATION AT CROOKSTON, IN SECTION 24, T. 34 N., R. 29 W.,
 NO0135'5 POLES NORTHWEST OF MILEPOST 277, 50 FEET NORTHEAST OF THE
 NO0135'NORTHEAST RAIL, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 NO0135'NORTH OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NO0135'POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0135'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0229 ***********************************************************************
 NP0229  DESIGNATION -  Q 348
 NP0229  PID         -  NP0229
 NP0229  STATE/COUNTY-  NE/DAWES
 NP0229  COUNTRY     -  US
 NP0229  USGS QUAD   -  CHADRON EAST (2017)
 NP0229
 NP0229                         *CURRENT SURVEY CONTROL
 NP0229  ______________________________________________________________________
 NP0229* NAD 83(1986) POSITION- 42 49 50.     (N) 102 58 22.     (W)   SCALED
 NP0229* NAVD 88 ORTHO HEIGHT -  1029.259 (meters)     3376.83  (feet) ADJUSTED
 NP0229  ______________________________________________________________________
 NP0229  GEOID HEIGHT    -        -17.994 (meters)                     GEOID18
 NP0229  DYNAMIC HEIGHT  -       1028.753 (meters)     3375.17  (feet) COMP
 NP0229  MODELED GRAVITY -    980,093.9   (mgal)                       NAVD 88
 NP0229
 NP0229  VERT ORDER      -  FIRST     CLASS II
 NP0229
 NP0229.The horizontal coordinates were scaled from a map and have
 NP0229.an estimated accuracy of +/- 6 seconds.
 NP0229
 NP0229.The orthometric height was determined by differential leveling and
 NP0229.adjusted by the NATIONAL GEODETIC SURVEY
 NP0229.in June 1991.
 NP0229
 NP0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0229.GEOID18 height accuracy estimate available here.
 NP0229
 NP0229.Click photographs - Photos may exist for this station.
 NP0229
 NP0229.The dynamic height is computed by dividing the NAVD 88
 NP0229.geopotential number by the normal gravity value computed on the
 NP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0229.degrees latitude (g = 980.6199 gals.).
 NP0229
 NP0229.The modeled gravity was interpolated from observed gravity values.
 NP0229
 NP0229;                    North         East    Units  Estimated Accuracy
 NP0229;SPC NE       -   336,980.      257,000.      MT  (+/- 180 meters Scaled)
 NP0229
 NP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH656439(NAD 83)
 NP0229
 NP0229                          SUPERSEDED SURVEY CONTROL
 NP0229
 NP0229  NGVD 29 (??/??/92) 1028.722  (m)         3375.07   (f) ADJ UNCH    1 2
 NP0229
 NP0229.Superseded values are not recommended for survey control.
 NP0229
 NP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0229.See file dsdata.pdf to determine how the superseded data were derived.
 NP0229
 NP0229_MARKER: DB = BENCH MARK DISK
 NP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0229_STAMPING: Q 348 1957
 NP0229_MARK LOGO: CGS
 NP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0229+STABILITY: SURFACE MOTION
 NP0229
 NP0229  HISTORY     - Date     Condition        Report By
 NP0229  HISTORY     - 1957     MONUMENTED       CGS
 NP0229  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 NP0229
 NP0229                          STATION DESCRIPTION
 NP0229
 NP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0229'1.2 MI E FROM CHADRON.
 NP0229'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0229'FROM THE STATION AT CHADRON, IN SECTION 16, T. 33 N., R. 48 W.,
 NP0229'127 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 42 FEET SOUTH
 NP0229'OF THE SOUTH RAIL OF THE MOST SOUTHERLY SIDE TRACK, 8 FEET NORTH OF
 NP0229'THE FIRST POLE EAST OF MILEPOST 405, 31 FEET NORTH OF THE FENCE
 NP0229'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF
 NP0229'A CONCRETE POST WHICH PROJECTS 5 INCHES.  NOTE-- EVIDENCE IN AREA
 NP0229'OF BENCH MARK SUGGEST THAT IT WAS REMOVED BY HEAVY EQUIPMENT.
 NP0229
 NP0229                          STATION RECOVERY (1974)
 NP0229
 NP0229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0271 ***********************************************************************
 NP0271  DESIGNATION -  Q 349
 NP0271  PID         -  NP0271
 NP0271  STATE/COUNTY-  NE/DAWES
 NP0271  COUNTRY     -  US
 NP0271  USGS QUAD   -  CRAWFORD (2017)
 NP0271
 NP0271                         *CURRENT SURVEY CONTROL
 NP0271  ______________________________________________________________________
 NP0271* NAD 83(1986) POSITION- 42 42 46.     (N) 103 25 23.     (W)   SCALED
 NP0271* NAVD 88 ORTHO HEIGHT -  1128.312 (meters)     3701.80  (feet) POSTED
 NP0271  ______________________________________________________________________
 NP0271  GEOID HEIGHT    -        -17.484 (meters)                     GEOID18
 NP0271  DYNAMIC HEIGHT  -       1127.71  (meters)     3699.8   (feet) COMP
 NP0271  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 NP0271
 NP0271  VERT ORDER      -  * POSTED, SEE BELOW
 NP0271
 NP0271.The horizontal coordinates were scaled from a map and have
 NP0271.an estimated accuracy of +/- 6 seconds.
 NP0271
 NP0271.The orthometric height was determined by differential leveling
 NP0271.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0271
 NP0271.* This is a POSTED BENCH MARK height.
 NP0271
 NP0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0271.GEOID18 height accuracy estimate available here.
 NP0271
 NP0271.Click photographs - Photos may exist for this station.
 NP0271
 NP0271.The dynamic height is computed by dividing the NAVD 88
 NP0271.geopotential number by the normal gravity value computed on the
 NP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0271.degrees latitude (g = 980.6199 gals.).
 NP0271
 NP0271.The modeled gravity was interpolated from observed gravity values.
 NP0271
 NP0271;                    North         East    Units  Estimated Accuracy
 NP0271;SPC NE       -   325,270.      219,690.      MT  (+/- 180 meters Scaled)
 NP0271
 NP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH291301(NAD 83)
 NP0271
 NP0271                          SUPERSEDED SURVEY CONTROL
 NP0271
 NP0271  NGVD 29 (??/??/92) 1127.725  (m)         3699.88   (f) ADJ UNCH    1 2
 NP0271
 NP0271.Superseded values are not recommended for survey control.
 NP0271
 NP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0271.See file dsdata.pdf to determine how the superseded data were derived.
 NP0271
 NP0271_MARKER: DB = BENCH MARK DISK
 NP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0271_STAMPING: Q 349 1957
 NP0271_MARK LOGO: CGS
 NP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0271+STABILITY: SURFACE MOTION
 NP0271
 NP0271  HISTORY     - Date     Condition        Report By
 NP0271  HISTORY     - 1957     MONUMENTED       CGS
 NP0271  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0271  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0271
 NP0271                          STATION DESCRIPTION
 NP0271
 NP0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0271'1.8 MI NW FROM CRAWFORD.
 NP0271'ABOUT 1.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0271'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 34,
 NP0271'T. 32 N., R. 52 W. 10 POLES SOUTH OF MILEPOST 425, 33 FEET EAST
 NP0271'OF THE EAST RAIL, 67 FEET SOUTHEAST OF THE CENTER OF A ROAD
 NP0271'CROSSING, 8 FEET SOUTH OF THE TENTH POLE SOUTH OF MILEPOST 425,
 NP0271'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 NP0271'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 NP0271
 NP0271                          STATION RECOVERY (1976)
 NP0271
 NP0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0271'MARK NOT FOUND.
 NP0271
 NP0271                          STATION RECOVERY (1985)
 NP0271
 NP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0271'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0330 ***********************************************************************
 NP0330  DESIGNATION -  Q 35
 NP0330  PID         -  NP0330
 NP0330  STATE/COUNTY-  NE/DAWES
 NP0330  COUNTRY     -  US
 NP0330  USGS QUAD   -  CHADRON WEST (2017)
 NP0330
 NP0330                         *CURRENT SURVEY CONTROL
 NP0330  ______________________________________________________________________
 NP0330* NAD 83(1986) POSITION- 42 51 41.     (N) 103 05 52.     (W)   SCALED
 NP0330* NAVD 88 ORTHO HEIGHT -   989.920 (meters)     3247.76  (feet) ADJUSTED
 NP0330  ______________________________________________________________________
 NP0330  GEOID HEIGHT    -        -17.915 (meters)                     GEOID18
 NP0330  DYNAMIC HEIGHT  -        989.430 (meters)     3246.15  (feet) COMP
 NP0330  MODELED GRAVITY -    980,093.2   (mgal)                       NAVD 88
 NP0330
 NP0330  VERT ORDER      -  FIRST     CLASS II
 NP0330
 NP0330.The horizontal coordinates were scaled from a map and have
 NP0330.an estimated accuracy of +/- 6 seconds.
 NP0330
 NP0330.The orthometric height was determined by differential leveling and
 NP0330.adjusted by the NATIONAL GEODETIC SURVEY
 NP0330.in June 1991.
 NP0330
 NP0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0330.GEOID18 height accuracy estimate available here.
 NP0330
 NP0330.Click photographs - Photos may exist for this station.
 NP0330
 NP0330.The dynamic height is computed by dividing the NAVD 88
 NP0330.geopotential number by the normal gravity value computed on the
 NP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0330.degrees latitude (g = 980.6199 gals.).
 NP0330
 NP0330.The modeled gravity was interpolated from observed gravity values.
 NP0330
 NP0330;                    North         East    Units  Estimated Accuracy
 NP0330;SPC NE       -   340,760.      246,910.      MT  (+/- 180 meters Scaled)
 NP0330
 NP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH553471(NAD 83)
 NP0330
 NP0330                          SUPERSEDED SURVEY CONTROL
 NP0330
 NP0330  NGVD 29 (??/??/92)  989.373  (m)         3245.97   (f) ADJ UNCH    1 2
 NP0330
 NP0330.Superseded values are not recommended for survey control.
 NP0330
 NP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0330.See file dsdata.pdf to determine how the superseded data were derived.
 NP0330
 NP0330_MARKER: DB = BENCH MARK DISK
 NP0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0330_STAMPING: Q 35 1934
 NP0330_MARK LOGO: CGS
 NP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0330+STABILITY: SURFACE MOTION
 NP0330
 NP0330  HISTORY     - Date     Condition        Report By
 NP0330  HISTORY     - 1934     MONUMENTED       CGS
 NP0330  HISTORY     - 1957     GOOD             CGS
 NP0330
 NP0330                          STATION DESCRIPTION
 NP0330
 NP0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0330'5.4 MI NW FROM CHADRON.
 NP0330'ABOUT 5.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0330'RAILWAY FROM THE STATION AT CHADRRON, THENCE 0.2 MILE NORTHWEST
 NP0330'ALONG A BRANCH LINE, AT THE NORTHWEST CORNER OF THE TRACK
 NP0330'TRIANGLE FORMED BY THE JUNCTION OF THE TWO TRACKS, IN SECTION 4,
 NP0330'T.33 N., R.49 W., 179 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NP0330'CORNER OF BRIDGE H 1, 93 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NP0330'89 FEET SOUTHWEST OF A SWITCH STAND, 3 1/2 FEET NORTHEAST OF
 NP0330'A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NP0330'1 FOOT BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NP0330'PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0334 ***********************************************************************
 NO0334  DESIGNATION -  Q 350
 NO0334  PID         -  NO0334
 NO0334  STATE/COUNTY-  NE/CHERRY
 NO0334  COUNTRY     -  US
 NO0334  USGS QUAD   -  IRWIN SW (2017)
 NO0334
 NO0334                         *CURRENT SURVEY CONTROL
 NO0334  ______________________________________________________________________
 NO0334* NAD 83(1986) POSITION- 42 52 06.     (N) 101 58 46.     (W)   SCALED
 NO0334* NAVD 88 ORTHO HEIGHT -  1055.120 (meters)     3461.67  (feet) ADJUSTED
 NO0334  ______________________________________________________________________
 NO0334  GEOID HEIGHT    -        -18.857 (meters)                     GEOID18
 NO0334  DYNAMIC HEIGHT  -       1054.634 (meters)     3460.08  (feet) COMP
 NO0334  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 NO0334
 NO0334  VERT ORDER      -  FIRST     CLASS II
 NO0334
 NO0334.The horizontal coordinates were scaled from a map and have
 NO0334.an estimated accuracy of +/- 6 seconds.
 NO0334
 NO0334.The orthometric height was determined by differential leveling and
 NO0334.adjusted by the NATIONAL GEODETIC SURVEY
 NO0334.in June 1991.
 NO0334
 NO0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0334.GEOID18 height accuracy estimate available here.
 NO0334
 NO0334.Click photographs - Photos may exist for this station.
 NO0334
 NO0334.The dynamic height is computed by dividing the NAVD 88
 NO0334.geopotential number by the normal gravity value computed on the
 NO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0334.degrees latitude (g = 980.6199 gals.).
 NO0334
 NO0334.The modeled gravity was interpolated from observed gravity values.
 NO0334
 NO0334;                    North         East    Units  Estimated Accuracy
 NO0334;SPC NE       -   338,850.      338,270.      MT  (+/- 180 meters Scaled)
 NO0334
 NO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN566505(NAD 83)
 NO0334
 NO0334                          SUPERSEDED SURVEY CONTROL
 NO0334
 NO0334  NGVD 29 (??/??/92) 1054.661  (m)         3460.17   (f) ADJ UNCH    1 2
 NO0334
 NO0334.Superseded values are not recommended for survey control.
 NO0334
 NO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0334.See file dsdata.pdf to determine how the superseded data were derived.
 NO0334
 NO0334_MARKER: DB = BENCH MARK DISK
 NO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0334_STAMPING: Q 350 1957
 NO0334_MARK LOGO: CGS
 NO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0334+STABILITY: SURFACE MOTION
 NO0334
 NO0334  HISTORY     - Date     Condition        Report By
 NO0334  HISTORY     - 1957     MONUMENTED       CGS
 NO0334
 NO0334                          STATION DESCRIPTION
 NO0334
 NO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0334'12.1 MI NE FROM GORDON.
 NO0334'ABOUT 12.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0334'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W., AND
 NO0334'IN THE NORTHEAST QUARTER OF SECTION 1., 0.15 MILES SOUTHWEST OF
 NO0334'TWO SMALL CLUMPS OF TREES WHICH ARE LOCATED CLOSE TO A WOODEN
 NO0334'BRIDGE ACROSS A PRIVATE ROAD, 0.15 MILE NORTHEAST OF A T-FENCE
 NO0334'LINE AT THE NORTHEAST END OF A SHALLOW CUT, 49 FEET NORTHWEST
 NO0334'OF THE NORTHWEST RAIL, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 NO0334'A PRIVATE TRACK ROAD, 1 1/2 FEET NORTHWEST OF THE NORTHWEST
 NO0334'RAILROAD RIGHT OF WAY FENCE, 1 1/2 FEET NORTHEAST OF A WHITE
 NO0334'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH
 NO0334'PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0028 ***********************************************************************
 NP0028  DESIGNATION -  Q 351
 NP0028  PID         -  NP0028
 NP0028  STATE/COUNTY-  NE/SHERIDAN
 NP0028  COUNTRY     -  US
 NP0028  USGS QUAD   -  CLINTON (2017)
 NP0028
 NP0028                         *CURRENT SURVEY CONTROL
 NP0028  ______________________________________________________________________
 NP0028* NAD 83(1986) POSITION- 42 46 29.     (N) 102 18 37.     (W)   SCALED
 NP0028* NAVD 88 ORTHO HEIGHT -  1120.137 (meters)     3674.98  (feet) ADJUSTED
 NP0028  ______________________________________________________________________
 NP0028  GEOID HEIGHT    -        -18.277 (meters)                     GEOID18
 NP0028  DYNAMIC HEIGHT  -       1119.593 (meters)     3673.20  (feet) COMP
 NP0028  MODELED GRAVITY -    980,097.0   (mgal)                       NAVD 88
 NP0028
 NP0028  VERT ORDER      -  FIRST     CLASS II
 NP0028
 NP0028.The horizontal coordinates were scaled from a map and have
 NP0028.an estimated accuracy of +/- 6 seconds.
 NP0028
 NP0028.The orthometric height was determined by differential leveling and
 NP0028.adjusted by the NATIONAL GEODETIC SURVEY
 NP0028.in June 1991.
 NP0028
 NP0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0028.GEOID18 height accuracy estimate available here.
 NP0028
 NP0028.Click photographs - Photos may exist for this station.
 NP0028
 NP0028.The dynamic height is computed by dividing the NAVD 88
 NP0028.geopotential number by the normal gravity value computed on the
 NP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0028.degrees latitude (g = 980.6199 gals.).
 NP0028
 NP0028.The modeled gravity was interpolated from observed gravity values.
 NP0028
 NP0028;                    North         East    Units  Estimated Accuracy
 NP0028;SPC NE       -   329,120.      310,970.      MT  (+/- 180 meters Scaled)
 NP0028
 NP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH200393(NAD 83)
 NP0028
 NP0028                          SUPERSEDED SURVEY CONTROL
 NP0028
 NP0028  NGVD 29 (??/??/92) 1119.635  (m)         3673.34   (f) ADJ UNCH    1 2
 NP0028
 NP0028.Superseded values are not recommended for survey control.
 NP0028
 NP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0028.See file dsdata.pdf to determine how the superseded data were derived.
 NP0028
 NP0028_MARKER: DB = BENCH MARK DISK
 NP0028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0028_STAMPING: Q 351 1957
 NP0028_MARK LOGO: CGS
 NP0028_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0028_ROD/PIPE-DEPTH: 5.6 meters
 NP0028
 NP0028  HISTORY     - Date     Condition        Report By
 NP0028  HISTORY     - 1957     MONUMENTED       CGS
 NP0028
 NP0028                          STATION DESCRIPTION
 NP0028
 NP0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0028'2.2 MI NE FROM CLINTON.
 NP0028'ABOUT 2.25 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0028'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 42 W.,
 NP0028'SECTION 1., 486 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A ROAD
 NP0028'CROSSING, 237 FEET SOUTHWEST OF A FENCE CORNER POST, 137 FEET
 NP0028'NORTH WEST OF THE 7TH POLE NORTHEAST OF MILE POST 366, 145 FEET
 NP0028'SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 94 FEET
 NP0028'NORTHWEST OF THE NORTH WEST RAIL, 2 FEET SOUTHEAST OF A FENCE,
 NP0028'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 NP0028'ABOVE THE RAILS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 NP0028'ROD WHICH IS DRIVEN TO A DEPTH OF 18 1/2 FEET.  ROD IS ENCASED
 NP0028'IN A 6-INCH TILE WHICH PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0218 ***********************************************************************
 NP0218  DESIGNATION -  Q 352
 NP0218  PID         -  NP0218
 NP0218  STATE/COUNTY-  NE/DAWES
 NP0218  COUNTRY     -  US
 NP0218  USGS QUAD   -  BORDEAUX (2017)
 NP0218
 NP0218                         *CURRENT SURVEY CONTROL
 NP0218  ______________________________________________________________________
 NP0218* NAD 83(1986) POSITION- 42 46 35.     (N) 102 49 22.     (W)   SCALED
 NP0218* NAVD 88 ORTHO HEIGHT -  1120.239 (meters)     3675.32  (feet) ADJUSTED
 NP0218  ______________________________________________________________________
 NP0218  GEOID HEIGHT    -        -17.940 (meters)                     GEOID18
 NP0218  DYNAMIC HEIGHT  -       1119.679 (meters)     3673.48  (feet) COMP
 NP0218  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 NP0218
 NP0218  VERT ORDER      -  FIRST     CLASS II
 NP0218
 NP0218.The horizontal coordinates were scaled from a map and have
 NP0218.an estimated accuracy of +/- 6 seconds.
 NP0218
 NP0218.The orthometric height was determined by differential leveling and
 NP0218.adjusted by the NATIONAL GEODETIC SURVEY
 NP0218.in June 1991.
 NP0218
 NP0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0218.GEOID18 height accuracy estimate available here.
 NP0218
 NP0218.Click photographs - Photos may exist for this station.
 NP0218
 NP0218.The dynamic height is computed by dividing the NAVD 88
 NP0218.geopotential number by the normal gravity value computed on the
 NP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0218.degrees latitude (g = 980.6199 gals.).
 NP0218
 NP0218.The modeled gravity was interpolated from observed gravity values.
 NP0218
 NP0218;                    North         East    Units  Estimated Accuracy
 NP0218;SPC NE       -   330,550.      269,060.      MT  (+/- 180 meters Scaled)
 NP0218
 NP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH781382(NAD 83)
 NP0218
 NP0218                          SUPERSEDED SURVEY CONTROL
 NP0218
 NP0218  NGVD 29 (??/??/92) 1119.698  (m)         3673.54   (f) ADJ UNCH    1 2
 NP0218
 NP0218.Superseded values are not recommended for survey control.
 NP0218
 NP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0218.See file dsdata.pdf to determine how the superseded data were derived.
 NP0218
 NP0218_MARKER: DB = BENCH MARK DISK
 NP0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0218_STAMPING: Q 352 1957
 NP0218_MARK LOGO: CGS
 NP0218_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0218_ROD/PIPE-DEPTH: 11.9 meters
 NP0218
 NP0218  HISTORY     - Date     Condition        Report By
 NP0218  HISTORY     - 1957     MONUMENTED       CGS
 NP0218
 NP0218                          STATION DESCRIPTION
 NP0218
 NP0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0218'9.6 MI NW FROM HAY SPRINGS.
 NP0218'ABOUT 9.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0218'RAILWAY FROM THE STATION AT HAY SPRINGS, 10.0 MILES SOUTHEAST
 NP0218'OF THE STATION AT CHADRON, 136 FEET NORTHEAST AND ACROSS THE TRACK
 NP0218'FROM THE SEVENTH POLE NORTHWEST OF MILEPOST 396, 91 FEET
 NP0218'NORTHEAST OF THE NORTHEAST RAIL, 55 FEET SOUTHWEST OF THE CENTER
 NP0218'LINE OF THE ABANDONED GRADE OF U.S. HIGHWAY 20, 6 FEET SOUTHWEST
 NP0218'OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NP0218'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, A DISK CLAMPED ON
 NP0218'THE TOP OF A 5/8-INCH COPPERCOATED ROD THAT IS DRIVEN TO A DEPTH
 NP0218'OF 39 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 NP0218'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0210 ***********************************************************************
 NP0210  DESIGNATION -  Q 353
 NP0210  PID         -  NP0210
 NP0210  STATE/COUNTY-  NE/SHERIDAN
 NP0210  COUNTRY     -  US
 NP0210  USGS QUAD   -  HAY SPRINGS (2017)
 NP0210
 NP0210                         *CURRENT SURVEY CONTROL
 NP0210  ______________________________________________________________________
 NP0210* NAD 83(1995) POSITION- 42 41 57.91168(N) 102 43 50.90006(W)   ADJUSTED
 NP0210* NAVD 88 ORTHO HEIGHT -  1183.551 (meters)     3883.03  (feet) ADJUSTED
 NP0210  ______________________________________________________________________
 NP0210  GEOID HEIGHT    -        -17.998 (meters)                     GEOID18
 NP0210  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 NP0210  DYNAMIC HEIGHT  -       1182.941 (meters)     3881.03  (feet) COMP
 NP0210  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 NP0210
 NP0210  HORZ ORDER      -  SECOND
 NP0210  VERT ORDER      -  FIRST     CLASS II
 NP0210
 NP0210.The horizontal coordinates were established by classical geodetic methods
 NP0210.and adjusted by the National Geodetic Survey in August 1997.
 NP0210
 NP0210.The orthometric height was determined by differential leveling and
 NP0210.adjusted by the NATIONAL GEODETIC SURVEY
 NP0210.in June 1991.
 NP0210
 NP0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0210.GEOID18 height accuracy estimate available here.
 NP0210
 NP0210.Click photographs - Photos may exist for this station.
 NP0210
 NP0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0210
 NP0210.The dynamic height is computed by dividing the NAVD 88
 NP0210.geopotential number by the normal gravity value computed on the
 NP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0210.degrees latitude (g = 980.6199 gals.).
 NP0210
 NP0210.The modeled gravity was interpolated from observed gravity values.
 NP0210
 NP0210. The following values were computed from the NAD 83(1995) position.
 NP0210
 NP0210;                    North         East     Units Scale Factor Converg.
 NP0210;SPC NE       -   321,764.938   276,310.064   MT  0.99987608   -1 48 34.9
 NP0210;SPC NE       - 1,055,657.13    906,527.27   sFT  0.99987608   -1 48 34.9
 NP0210;UTM  13      - 4,729,933.398   685,861.296   MT  1.00002501   +1 32 21.5
 NP0210
 NP0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0210!SPC NE       -   0.99981724  x   0.99987608  =   0.99969334
 NP0210!UTM  13      -   0.99981724  x   1.00002501  =   0.99984225
 NP0210
 NP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8586129933(NAD 83)
 NP0210
 NP0210                          SUPERSEDED SURVEY CONTROL
 NP0210
 NP0210  NAD 83(1993)-  42 41 57.91003(N)    102 43 50.90144(W) AD(       ) 2
 NP0210  NAD 83(1986)-  42 41 57.90313(N)    102 43 50.89401(W) AD(       ) 2
 NP0210  NAD 27      -  42 41 58.00153(N)    102 43 49.27983(W) AD(       ) 2
 NP0210  NGVD 29 (??/??/92) 1183.002  (m)         3881.23   (f) ADJ UNCH    1 2
 NP0210  NGVD 29            1183.00   (m)         3881.2    (f) LEVELING    3  
 NP0210
 NP0210.Superseded values are not recommended for survey control.
 NP0210
 NP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0210.See file dsdata.pdf to determine how the superseded data were derived.
 NP0210
 NP0210_MARKER: DB = BENCH MARK DISK
 NP0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0210_STAMPING: Q 353 1957
 NP0210_MARK LOGO: CGS
 NP0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0210+STABILITY: SURFACE MOTION
 NP0210
 NP0210  HISTORY     - Date     Condition        Report By
 NP0210  HISTORY     - 1957     MONUMENTED       CGS
 NP0210  HISTORY     - 1968     GOOD             USGS
 NP0210
 NP0210                          STATION DESCRIPTION
 NP0210
 NP0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0210'2.4 MI NW FROM HAY SPRINGS.
 NP0210'ABOUT 2.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0210'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 31 N., R. 46 W.,
 NP0210'SECTION 4., 536 FEET EAST OF THE CENTER LINE OF A ROAD CROSSING,
 NP0210'257 FEET EAST OF THE NORTHEAST END OF A SMALL WOODEN RAILROAD
 NP0210'BRIDGE NUMBER 616, 90 FEET NORTH AND ACROSS THE TRACKS FROM
 NP0210'MILEPOST 389, 48 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF THE
 NP0210'NORTH RIGHT OF WAY FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 NP0210'RAILS, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN
 NP0210'THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES.
 NP0210
 NP0210                          STATION RECOVERY (1968)
 NP0210
 NP0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0210'LOCATED ABOUT 2.4 MILES NW ALONG THE CHICAGO AND NORTHWESTERN
 NP0210'RAILWAY FROM THE STATION IN HAY SPRINGS, IN T31N R46W, SEC. 4,
 NP0210'536 FEET E OF THE CENTER LINE OF A ROAD CROSSING, 257 FEET
 NP0210'E OF THE NORTHEAST END OF A SMALL WOODEN RAILROAD BRIDGE
 NP0210'NUMBER 616, 90 FEET N AND ACROSS THE TRACKS FROM MILEPOST
 NP0210'389, 48 FEET N OF THE NORTH RAIL, 2 FEET S OF THE N RIGHT-OF-WAY
 NP0210'FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS AND 2-1/2
 NP0210'FEET E OF A WHITE WOODEN WITNESS POST.  THE MARK IS A C AND GS
 NP0210'DISK STAMPED Q 353 1957 SET IN TOP OF A CONCRETE POST
 NP0210'PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1372 ***********************************************************************
 NM1372  DESIGNATION -  Q 36
 NM1372  PID         -  NM1372
 NM1372  STATE/COUNTY-  NE/KNOX
 NM1372  COUNTRY     -  US
 NM1372  USGS QUAD   -  SPRINGFIELD (2017)
 NM1372
 NM1372                         *CURRENT SURVEY CONTROL
 NM1372  ______________________________________________________________________
 NM1372* NAD 83(1986) POSITION- 42 45 09.     (N) 097 59 17.     (W)   SCALED
 NM1372* NAVD 88 ORTHO HEIGHT -   372.271 (meters)     1221.36  (feet) ADJUSTED
 NM1372  ______________________________________________________________________
 NM1372  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 NM1372  DYNAMIC HEIGHT  -        372.152 (meters)     1220.97  (feet) COMP
 NM1372  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 NM1372
 NM1372  VERT ORDER      -  SECOND    CLASS 0
 NM1372
 NM1372.The horizontal coordinates were scaled from a map and have
 NM1372.an estimated accuracy of +/- 6 seconds.
 NM1372
 NM1372.The orthometric height was determined by differential leveling and
 NM1372.adjusted by the NATIONAL GEODETIC SURVEY
 NM1372.in June 1991.
 NM1372
 NM1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1372.GEOID18 height accuracy estimate available here.
 NM1372
 NM1372.Click photographs - Photos may exist for this station.
 NM1372
 NM1372.The dynamic height is computed by dividing the NAVD 88
 NM1372.geopotential number by the normal gravity value computed on the
 NM1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1372.degrees latitude (g = 980.6199 gals.).
 NM1372
 NM1372.The modeled gravity was interpolated from observed gravity values.
 NM1372
 NM1372;                    North         East    Units  Estimated Accuracy
 NM1372;SPC NE       -   326,040.      664,680.      MT  (+/- 180 meters Scaled)
 NM1372
 NM1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN828338(NAD 83)
 NM1372
 NM1372                          SUPERSEDED SURVEY CONTROL
 NM1372
 NM1372  NGVD 29 (??/??/92)  372.061  (m)         1220.67   (f) ADJ UNCH    2 0
 NM1372
 NM1372.Superseded values are not recommended for survey control.
 NM1372
 NM1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1372.See file dsdata.pdf to determine how the superseded data were derived.
 NM1372
 NM1372_MARKER: DB = BENCH MARK DISK
 NM1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1372_STAMPING: Q 36 1934
 NM1372_MARK LOGO: CGS
 NM1372_PROJECTION: PROJECTING 6 CENTIMETERS
 NM1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1372+STABILITY: SURFACE MOTION
 NM1372
 NM1372  HISTORY     - Date     Condition        Report By
 NM1372  HISTORY     - 1934     MONUMENTED       CGS
 NM1372  HISTORY     - 1949     POOR             CGS
 NM1372  HISTORY     - 1949     GOOD             CGS
 NM1372  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1372
 NM1372                          STATION DESCRIPTION
 NM1372
 NM1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1372'2.5 MI E FROM NIOBRARA.
 NM1372'2.5 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1372'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 0.1 MILE NORTH
 NM1372'ALONG A GRAVELED ROAD THAT LEADS TO THE FERRY, 66 FEET WEST
 NM1372'OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF A DITCH WHICH
 NM1372'USED TO BE THE NORTH DITCH OF OLD HIGHWAY 12, 8 FEET NORTH OF
 NM1372'A FENCE CORNER POST, 1.0 FOOT SOUTH OF A REFERENCE POST, SET
 NM1372'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM1372'GROUND.
 NM1372
 NM1372                          STATION RECOVERY (1949)
 NM1372
 NM1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1372'RECOVERED IN GOOD CONDITION.
 NM1372
 NM1372                          STATION RECOVERY (1974)
 NM1372
 NM1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0041 ***********************************************************************
 LG0041  DESIGNATION -  Q 363
 LG0041  PID         -  LG0041
 LG0041  STATE/COUNTY-  NE/OTOE
 LG0041  COUNTRY     -  US
 LG0041  USGS QUAD   -  PALMYRA (2017)
 LG0041
 LG0041                         *CURRENT SURVEY CONTROL
 LG0041  ______________________________________________________________________
 LG0041* NAD 83(1986) POSITION- 40 43 34.     (N) 096 23 13.     (W)   SCALED
 LG0041* NAVD 88 ORTHO HEIGHT -   377.518 (meters)     1238.57  (feet) ADJUSTED
 LG0041  ______________________________________________________________________
 LG0041  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 LG0041  DYNAMIC HEIGHT  -        377.352 (meters)     1238.03  (feet) COMP
 LG0041  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 LG0041
 LG0041  VERT ORDER      -  SECOND    CLASS 0
 LG0041
 LG0041.The horizontal coordinates were scaled from a map and have
 LG0041.an estimated accuracy of +/- 6 seconds.
 LG0041
 LG0041.The orthometric height was determined by differential leveling and
 LG0041.adjusted by the NATIONAL GEODETIC SURVEY
 LG0041.in June 1991.
 LG0041
 LG0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0041.GEOID18 height accuracy estimate available here.
 LG0041
 LG0041.Click photographs - Photos may exist for this station.
 LG0041
 LG0041.The dynamic height is computed by dividing the NAVD 88
 LG0041.geopotential number by the normal gravity value computed on the
 LG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0041.degrees latitude (g = 980.6199 gals.).
 LG0041
 LG0041.The modeled gravity was interpolated from observed gravity values.
 LG0041
 LG0041;                    North         East    Units  Estimated Accuracy
 LG0041;SPC NE       -   105,500.      805,080.      MT  (+/- 180 meters Scaled)
 LG0041
 LG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206116(NAD 83)
 LG0041
 LG0041                          SUPERSEDED SURVEY CONTROL
 LG0041
 LG0041  NGVD 29 (??/??/92)  377.422  (m)         1238.26   (f) ADJ UNCH    2 0
 LG0041
 LG0041.Superseded values are not recommended for survey control.
 LG0041
 LG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0041.See file dsdata.pdf to determine how the superseded data were derived.
 LG0041
 LG0041_MARKER: DB = BENCH MARK DISK
 LG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0041_STAMPING: Q 363 1961
 LG0041_MARK LOGO: CGS
 LG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0041+STABILITY: SURFACE MOTION
 LG0041
 LG0041  HISTORY     - Date     Condition        Report By
 LG0041  HISTORY     - 1961     MONUMENTED       CGS
 LG0041
 LG0041                          STATION DESCRIPTION
 LG0041
 LG0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0041'1.6 MI N FROM PALMYRA.
 LG0041'1.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0041'AND QUINCY RAILROAD STATION AT PALMYRA, 59 FEET NORTH OF THE
 LG0041'CENTER OF N-S ROAD, 40 FEET EAST OF A E-W ROAD, 3.7 FEET NORTH
 LG0041'OF A GAS LINE SIGN, 1.7 FEET NORTH OF A METAL WITNESS POST WITH
 LG0041'SIGN, 2 FEET HIGHER THAN THE ROAD, SET IN TOP OF A SQUARE
 LG0041'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0101 ***********************************************************************
 LG0101  DESIGNATION -  Q 364
 LG0101  PID         -  LG0101
 LG0101  STATE/COUNTY-  NE/CASS
 LG0101  COUNTRY     -  US
 LG0101  USGS QUAD   -  AVOCA (2017)
 LG0101
 LG0101                         *CURRENT SURVEY CONTROL
 LG0101  ______________________________________________________________________
 LG0101* NAD 83(1986) POSITION- 40 50 32.     (N) 096 06 53.     (W)   SCALED
 LG0101* NAVD 88 ORTHO HEIGHT -   342.082 (meters)     1122.31  (feet) ADJUSTED
 LG0101  ______________________________________________________________________
 LG0101  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 LG0101  DYNAMIC HEIGHT  -        341.933 (meters)     1121.83  (feet) COMP
 LG0101  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 LG0101
 LG0101  VERT ORDER      -  SECOND    CLASS 0
 LG0101
 LG0101.The horizontal coordinates were scaled from a map and have
 LG0101.an estimated accuracy of +/- 6 seconds.
 LG0101
 LG0101.The orthometric height was determined by differential leveling and
 LG0101.adjusted by the NATIONAL GEODETIC SURVEY
 LG0101.in June 1991.
 LG0101
 LG0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0101.GEOID18 height accuracy estimate available here.
 LG0101
 LG0101.Click photographs - Photos may exist for this station.
 LG0101
 LG0101.The dynamic height is computed by dividing the NAVD 88
 LG0101.geopotential number by the normal gravity value computed on the
 LG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0101.degrees latitude (g = 980.6199 gals.).
 LG0101
 LG0101.The modeled gravity was interpolated from observed gravity values.
 LG0101
 LG0101;                    North         East    Units  Estimated Accuracy
 LG0101;SPC NE       -   119,370.      827,470.      MT  (+/- 180 meters Scaled)
 LG0101
 LG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432252(NAD 83)
 LG0101
 LG0101                          SUPERSEDED SURVEY CONTROL
 LG0101
 LG0101  NGVD 29 (??/??/92)  341.988  (m)         1122.01   (f) ADJ UNCH    2 0
 LG0101
 LG0101.Superseded values are not recommended for survey control.
 LG0101
 LG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0101.See file dsdata.pdf to determine how the superseded data were derived.
 LG0101
 LG0101_MARKER: DB = BENCH MARK DISK
 LG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0101_STAMPING: Q 364 1961
 LG0101_MARK LOGO: CGS
 LG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0101+STABILITY: SURFACE MOTION
 LG0101
 LG0101  HISTORY     - Date     Condition        Report By
 LG0101  HISTORY     - 1961     MONUMENTED       CGS
 LG0101  HISTORY     - 1984     GOOD             NGS
 LG0101
 LG0101                          STATION DESCRIPTION
 LG0101
 LG0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0101'2.6 MI SE FROM WEEPING WATER.
 LG0101'2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0101'STATION AT WEEPING WATER, 3.3 MILES NORTHWEST ALONG THE MISSOURI
 LG0101'PACIFIC RAILROAD FROM THE STATION AT AVOCA, 59 FEET WEST OF
 LG0101'MILEPOST 452+20, 46 FEET NORTHWEST OF THE CENTER OF OLD ROAD
 LG0101'CROSSING, 28.4 FEET WEST OF THE WEST RAIL, 22 FEET NORTH OF THE
 LG0101'CENTER OF AN OLD ROAD, 1.8 FEET EAST OF A METAL WITNESS POST
 LG0101'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 LG0101'INCHES AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 LG0101
 LG0101                          STATION RECOVERY (1984)
 LG0101
 LG0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0101'ABOUT 0.08 KM (0.05 MI ) WEST FROM THE POST OFICE IN AVOCA, THENCE
 LG0101'2.09 KM (1.3 MI) RIGHT AND NORTH ALONG STATE HIGHWAY 13 C SPUR TO
 LG0101'U.S. HIGHWAY 34, THENCE 3.22 KM (2.0 MI) NORTH ALONG A GRAVELED ROAD,
 LG0101'TO A SHARP CURVE LEFT AND WEST THENCE 0.40 KM (0.25 MI) RIGHT AND
 LG0101'EAST, ACROSS A FIELD AND FOLLOWING THE EXTENDED CENTERLINE OF THE
 LG0101'ROAD GOING WEST, TO THE MARK ONTHE SOUTH BANK OF A PAVINE, IN THE
 LG0101'NORTHWEST ANGLE OF AN OLD ABANDONED ROAD AND AN OLD RAILROAD GRADE, 9
 LG0101'M (30 FT) WEST FROM THE CENTERLINE OF THE OLD RAILROAD GRADE, 7.6 M
 LG0101'(25 FT) NORTH OF THE OLD ROAD. MARK MAY BE REACHED FROM THE MORAC
 LG0101'STATION IN WEEPING WATER BY GOING 2.25 KM (1.4 MI) EASY ALONG THE
 LG0101'RAILROAD, THENCE 3.22 KM (2.0 MI) SOUTH ALONG A WINDING ROAD, THENCE
 LG0101'1.05 KM (0.65 MI) RIGHT AND WEST TO A FARM HOUSE, THENCE WALK WEST
 LG0101'FOR 0.16 KM (0.1 MI) TO THE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0478 ***********************************************************************
 LG0478  DESIGNATION -  Q 365
 LG0478  PID         -  LG0478
 LG0478  STATE/COUNTY-  NE/SALINE
 LG0478  COUNTRY     -  US
 LG0478  USGS QUAD   -  PLEASANT HILL (2017)
 LG0478
 LG0478                         *CURRENT SURVEY CONTROL
 LG0478  ______________________________________________________________________
 LG0478* NAD 83(1986) POSITION- 40 30 33.10   (N) 097 07 21.01   (W)   HD_HELD1
 LG0478* NAVD 88 ORTHO HEIGHT -   460.572 (meters)     1511.06  (feet) ADJUSTED
 LG0478  ______________________________________________________________________
 LG0478  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 LG0478  DYNAMIC HEIGHT  -        460.320 (meters)     1510.23  (feet) COMP
 LG0478  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 LG0478
 LG0478  VERT ORDER      -  SECOND    CLASS 0
 LG0478
 LG0478.The horizontal coordinates were determined by differentially corrected
 LG0478.hand held GPS observations or other comparable positioning techniques
 LG0478.and have an estimated accuracy of +/- 3 meters.
 LG0478
 LG0478.The orthometric height was determined by differential leveling and
 LG0478.adjusted by the NATIONAL GEODETIC SURVEY
 LG0478.in June 1991.
 LG0478
 LG0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0478.GEOID18 height accuracy estimate available here.
 LG0478
 LG0478.Click photographs - Photos may exist for this station.
 LG0478
 LG0478.The dynamic height is computed by dividing the NAVD 88
 LG0478.geopotential number by the normal gravity value computed on the
 LG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0478.degrees latitude (g = 980.6199 gals.).
 LG0478
 LG0478.The modeled gravity was interpolated from observed gravity values.
 LG0478
 LG0478;                    North         East    Units  Estimated Accuracy
 LG0478;SPC NE       -    79,098.5     743,794.0     MT  (+/- 3 meters HH1 GPS) 
 LG0478
 LG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5907085968(NAD 83)
 LG0478
 LG0478                          SUPERSEDED SURVEY CONTROL
 LG0478
 LG0478  NGVD 29 (??/??/92)  460.418  (m)         1510.55   (f) ADJ UNCH    2 0
 LG0478
 LG0478.Superseded values are not recommended for survey control.
 LG0478
 LG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0478.See file dsdata.pdf to determine how the superseded data were derived.
 LG0478
 LG0478_MARKER: DB = BENCH MARK DISK
 LG0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0478_STAMPING: Q 365 1961
 LG0478_MARK LOGO: CGS
 LG0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0478+STABILITY: SURFACE MOTION
 LG0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0478+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2007
 LG0478
 LG0478  HISTORY     - Date     Condition        Report By
 LG0478  HISTORY     - 1961     MONUMENTED       CGS
 LG0478  HISTORY     - 19950417 GOOD             NGS
 LG0478  HISTORY     - 20070322 GOOD             NEDR
 LG0478
 LG0478                          STATION DESCRIPTION
 LG0478
 LG0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0478'9.8 MI SW FROM DORCHESTER.
 LG0478'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0478'FROM THE STATION AT DORCHESTER, THENCE 9.5 MILES SOUTH ALONG
 LG0478'STATE HIGHWAY 15, 66 FEET SOUTHWEST OF A CROSSING, 61 FEET WEST
 LG0478'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER
 LG0478'OF A GRAVEL ROAD, 24 FEET WEST OF A POWER POLE WITH TWO GUY
 LG0478'WIRES, 3 FEET HIGHER THAN THE HIGHWAY, 1.3 FEET EAST OF A METAL
 LG0478'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 LG0478'PROJECTING 6 INCHES ABOVE GROUND.
 LG0478
 LG0478                          STATION RECOVERY (1995)
 LG0478
 LG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0478'RECOVERED AS DESCRIBED.
 LG0478
 LG0478                          STATION RECOVERY (2007)
 LG0478
 LG0478'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (KSM)
 LG0478'STATE HIGHWAY 15 HAS BEEN REROUTED. MARK FOUND IN GOOD CONDITION IS
 LG0478'NOW 50 FEET WEST OF THE CENTER OF COUNTY ROAD 1400 (GRAVEL), 36 FEET
 LG0478'SOUTH OF THE CENTER OF COUNTY ROAD N, 14 FEET WSW OF A SAWED OFF POWER
 LG0478'POLE/CORNER FENCE POST, 2.3 FEET EAST OF A METAL WITNESS POST WITH
 LG0478'SIGN, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 LG0478'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0282 ***********************************************************************
 NP0282  DESIGNATION -  Q 4
 NP0282  PID         -  NP0282
 NP0282  STATE/COUNTY-  NE/DAWES
 NP0282  COUNTRY     -  US
 NP0282  USGS QUAD   -  HORN (2017)
 NP0282
 NP0282                         *CURRENT SURVEY CONTROL
 NP0282  ______________________________________________________________________
 NP0282* NAD 83(1986) POSITION- 42 48 58.     (N) 103 29 47.     (W)   SCALED
 NP0282* NAVD 88 ORTHO HEIGHT -  1136.009 (meters)     3727.06  (feet) ADJUSTED
 NP0282  ______________________________________________________________________
 NP0282  GEOID HEIGHT    -        -17.019 (meters)                     GEOID18
 NP0282  DYNAMIC HEIGHT  -       1135.434 (meters)     3725.17  (feet) COMP
 NP0282  MODELED GRAVITY -    980,075.3   (mgal)                       NAVD 88
 NP0282
 NP0282  VERT ORDER      -  FIRST     CLASS II
 NP0282
 NP0282.The horizontal coordinates were scaled from a map and have
 NP0282.an estimated accuracy of +/- 6 seconds.
 NP0282
 NP0282.The orthometric height was determined by differential leveling and
 NP0282.adjusted by the NATIONAL GEODETIC SURVEY
 NP0282.in June 1991.
 NP0282
 NP0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0282.GEOID18 height accuracy estimate available here.
 NP0282
 NP0282.Click photographs - Photos may exist for this station.
 NP0282
 NP0282.The dynamic height is computed by dividing the NAVD 88
 NP0282.geopotential number by the normal gravity value computed on the
 NP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0282.degrees latitude (g = 980.6199 gals.).
 NP0282
 NP0282.The modeled gravity was interpolated from observed gravity values.
 NP0282
 NP0282;                    North         East    Units  Estimated Accuracy
 NP0282;SPC NE       -   336,970.      214,150.      MT  (+/- 180 meters Scaled)
 NP0282
 NP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH229414(NAD 83)
 NP0282
 NP0282                          SUPERSEDED SURVEY CONTROL
 NP0282
 NP0282  NGVD 29 (??/??/92) 1135.422  (m)         3725.13   (f) ADJ UNCH    1 2
 NP0282
 NP0282.Superseded values are not recommended for survey control.
 NP0282
 NP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0282.See file dsdata.pdf to determine how the superseded data were derived.
 NP0282
 NP0282_MARKER: P = PIPE CAP
 NP0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0282_STAMPING: Q 4 ELEV 3724.806 FEET
 NP0282_MARK LOGO: CGS
 NP0282_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0282
 NP0282  HISTORY     - Date     Condition        Report By
 NP0282  HISTORY     - 1908     MONUMENTED       CGS
 NP0282  HISTORY     - 1957     GOOD             CGS
 NP0282  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0282
 NP0282                          STATION DESCRIPTION
 NP0282
 NP0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0282'10.2 MI NW FROM CRAWFORD.
 NP0282'ABOUT 10.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0282'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 19,
 NP0282'T. 33 N., R 52 W., 137 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK
 NP0282'FROM THE 4TH POLE NORTHWEST OF MILEPOST 433, 94 FEET SOUTHWEST
 NP0282'OF THE SOUTHWEST RAIL, 7 FEET NORTHEAST OF A FENCE LINE, 1 1/2
 NP0282'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NP0282'THE RAIL, A CAP ON A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 NP0282
 NP0282                          STATION RECOVERY (1985)
 NP0282
 NP0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0282'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1155 ***********************************************************************
 NM1155  DESIGNATION -  Q 40
 NM1155  PID         -  NM1155
 NM1155  STATE/COUNTY-  NE/CEDAR
 NM1155  COUNTRY     -  US
 NM1155  USGS QUAD   -  LAUREL (2017)
 NM1155
 NM1155                         *CURRENT SURVEY CONTROL
 NM1155  ______________________________________________________________________
 NM1155* NAD 83(1986) POSITION- 42 25 19.     (N) 097 04 15.     (W)   SCALED
 NM1155* NAVD 88 ORTHO HEIGHT -   446.646 (meters)     1465.37  (feet) ADJUSTED
 NM1155  ______________________________________________________________________
 NM1155  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 NM1155  DYNAMIC HEIGHT  -        446.495 (meters)     1464.88  (feet) COMP
 NM1155  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 NM1155
 NM1155  VERT ORDER      -  SECOND    CLASS 0
 NM1155
 NM1155.The horizontal coordinates were scaled from a map and have
 NM1155.an estimated accuracy of +/- 6 seconds.
 NM1155
 NM1155.The orthometric height was determined by differential leveling and
 NM1155.adjusted by the NATIONAL GEODETIC SURVEY
 NM1155.in June 1991.
 NM1155
 NM1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1155.GEOID18 height accuracy estimate available here.
 NM1155
 NM1155.Click photographs - Photos may exist for this station.
 NM1155
 NM1155.The dynamic height is computed by dividing the NAVD 88
 NM1155.geopotential number by the normal gravity value computed on the
 NM1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1155.degrees latitude (g = 980.6199 gals.).
 NM1155
 NM1155.The modeled gravity was interpolated from observed gravity values.
 NM1155
 NM1155;                    North         East    Units  Estimated Accuracy
 NM1155;SPC NE       -   291,500.      740,980.      MT  (+/- 180 meters Scaled)
 NM1155
 NM1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM587984(NAD 83)
 NM1155
 NM1155                          SUPERSEDED SURVEY CONTROL
 NM1155
 NM1155  NGVD 29 (??/??/92)  446.456  (m)         1464.75   (f) ADJ UNCH    2 0
 NM1155
 NM1155.Superseded values are not recommended for survey control.
 NM1155
 NM1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1155.See file dsdata.pdf to determine how the superseded data were derived.
 NM1155
 NM1155_MARKER: DB = BENCH MARK DISK
 NM1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1155_STAMPING: N 40 1934
 NM1155_MARK LOGO: CGS
 NM1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1155+STABILITY: SURFACE MOTION
 NM1155
 NM1155  HISTORY     - Date     Condition        Report By
 NM1155  HISTORY     - 1934     MONUMENTED       CGS
 NM1155
 NM1155                          STATION DESCRIPTION
 NM1155
 NM1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1155'1 MI E FROM LAUREL.
 NM1155'1.0 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1155'OMAHA RAILWAY FROM THE STATION AT LAUREL, CEDAR COUNTY, 81 YARDS
 NM1155'WEST OF MILEPOST 15, 44 FEET NORTH OF THE NORTH RAIL, AND
 NM1155'1.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NM1155'STAMPED N 40 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1155'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0556 ***********************************************************************
 NP0556  DESIGNATION -  Q 416
 NP0556  PID         -  NP0556
 NP0556  STATE/COUNTY-  NE/DAWES
 NP0556  COUNTRY     -  US
 NP0556  USGS QUAD   -  CROW BUTTE (2017)
 NP0556
 NP0556                         *CURRENT SURVEY CONTROL
 NP0556  ______________________________________________________________________
 NP0556* NAD 83(1986) POSITION- 42 38 21.     (N) 103 21 35.     (W)   SCALED
 NP0556* NAVD 88 ORTHO HEIGHT -  1197.255 (meters)     3927.99  (feet) ADJUSTED
 NP0556  ______________________________________________________________________
 NP0556  GEOID HEIGHT    -        -17.722 (meters)                     GEOID18
 NP0556  DYNAMIC HEIGHT  -       1196.592 (meters)     3925.82  (feet) COMP
 NP0556  MODELED GRAVITY -    980,026.1   (mgal)                       NAVD 88
 NP0556
 NP0556  VERT ORDER      -  FIRST     CLASS II
 NP0556
 NP0556.The horizontal coordinates were scaled from a map and have
 NP0556.an estimated accuracy of +/- 6 seconds.
 NP0556
 NP0556.The orthometric height was determined by differential leveling and
 NP0556.adjusted by the NATIONAL GEODETIC SURVEY
 NP0556.in June 1991.
 NP0556
 NP0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0556.GEOID18 height accuracy estimate available here.
 NP0556
 NP0556.Click photographs - Photos may exist for this station.
 NP0556
 NP0556.The dynamic height is computed by dividing the NAVD 88
 NP0556.geopotential number by the normal gravity value computed on the
 NP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0556.degrees latitude (g = 980.6199 gals.).
 NP0556
 NP0556.The modeled gravity was interpolated from observed gravity values.
 NP0556
 NP0556;                    North         East    Units  Estimated Accuracy
 NP0556;SPC NE       -   316,890.      224,560.      MT  (+/- 180 meters Scaled)
 NP0556
 NP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH344220(NAD 83)
 NP0556
 NP0556                          SUPERSEDED SURVEY CONTROL
 NP0556
 NP0556.No superseded survey control is available for this station.
 NP0556
 NP0556_MARKER: I = METAL ROD
 NP0556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0556_STAMPING: Q 416 1985
 NP0556_MARK LOGO: NGS
 NP0556_PROJECTION: RECESSED 5 CENTIMETERS
 NP0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0556_ROD/PIPE-DEPTH: 10.4 meters
 NP0556
 NP0556  HISTORY     - Date     Condition        Report By
 NP0556  HISTORY     - 1985     MONUMENTED       NGS
 NP0556
 NP0556                          STATION DESCRIPTION
 NP0556
 NP0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0556'6.9 KM (4.3 MI) SE FROM CRAWFORD.
 NP0556'6.92 KM (4.3 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0556'ITS STATION AT CRAWFORD, 55.2 METERS (181 FT) EAST OF THE EAST RAIL,
 NP0556'22.9 METERS (75 FT) EAST OF A TELEPHONE JUNCTION BOX, 11.0 METERS (36
 NP0556'FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.3 METER (1 FT) SOUTH OF A
 NP0556'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0556'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NP0556'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0573 ***********************************************************************
 NP0573  DESIGNATION -  Q 417
 NP0573  PID         -  NP0573
 NP0573  STATE/COUNTY-  NE/BOX BUTTE
 NP0573  COUNTRY     -  US
 NP0573  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0573
 NP0573                         *CURRENT SURVEY CONTROL
 NP0573  ______________________________________________________________________
 NP0573* NAD 83(1986) POSITION- 42 10 39.     (N) 102 56 56.     (W)   SCALED
 NP0573* NAVD 88 ORTHO HEIGHT -  1243.433 (meters)     4079.50  (feet) ADJUSTED
 NP0573  ______________________________________________________________________
 NP0573  GEOID HEIGHT    -        -18.522 (meters)                     GEOID18
 NP0573  DYNAMIC HEIGHT  -       1242.708 (meters)     4077.12  (feet) COMP
 NP0573  MODELED GRAVITY -    979,995.4   (mgal)                       NAVD 88
 NP0573
 NP0573  VERT ORDER      -  FIRST     CLASS II
 NP0573
 NP0573.The horizontal coordinates were scaled from a map and have
 NP0573.an estimated accuracy of +/- 6 seconds.
 NP0573
 NP0573.The orthometric height was determined by differential leveling and
 NP0573.adjusted by the NATIONAL GEODETIC SURVEY
 NP0573.in June 1991.
 NP0573
 NP0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0573.GEOID18 height accuracy estimate available here.
 NP0573
 NP0573.Click photographs - Photos may exist for this station.
 NP0573
 NP0573.The dynamic height is computed by dividing the NAVD 88
 NP0573.geopotential number by the normal gravity value computed on the
 NP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0573.degrees latitude (g = 980.6199 gals.).
 NP0573
 NP0573.The modeled gravity was interpolated from observed gravity values.
 NP0573
 NP0573;                    North         East    Units  Estimated Accuracy
 NP0573;SPC NE       -   264,420.      256,480.      MT  (+/- 180 meters Scaled)
 NP0573
 NP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG693715(NAD 83)
 NP0573
 NP0573                          SUPERSEDED SURVEY CONTROL
 NP0573
 NP0573.No superseded survey control is available for this station.
 NP0573
 NP0573_MARKER: I = METAL ROD
 NP0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0573_STAMPING: Q 417 1985
 NP0573_MARK LOGO: NGS
 NP0573_PROJECTION: FLUSH
 NP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0573_ROD/PIPE-DEPTH: 3.7 meters
 NP0573
 NP0573  HISTORY     - Date     Condition        Report By
 NP0573  HISTORY     - 1985     MONUMENTED       NGS
 NP0573
 NP0573                          STATION DESCRIPTION
 NP0573
 NP0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0573'11.5 KM (7.15 MI) NW FROM ALLIANCE.
 NP0573'11.50 KM (7.15 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0573'FROM ITS STATION AT ALLIANCE, AT A FIELD ENTRANCE ROAD, 0.24 KM (0.15
 NP0573'MI) NORTHWEST OF A ROAD CROSSING, 81.4 METERS (267 FT) SOUTH OF
 NP0573'HIGHWAY MILEPOST 79, 28.04 METERS (92 FT) SOUTHWEST OF THE CENTER OF
 NP0573'STATE HIGHWAY 2, 106.71 METERS (350 FT) NORTHEAST OF THE EAST CORNER
 NP0573'OF A BRICK HOUSE, 13.26 METERS (43.5 FT) NORTHWEST OF THE CENTER OF
 NP0573'THE ENTRANCE ROAD, 10.15 METERS (33.3 FT) NORTHWEST OF THE NORTHWEST
 NP0573'END OF A IRON GATE, 1.25 METERS (4.1 FT) SOUTHEAST OF A CONCRETE RIGHT
 NP0573'OF WAY MARKER AND 0.52 METER (1.7 FT) NORTHEAST OF A FENCE.
 NP0573'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0573'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0573'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0566 ***********************************************************************
 NP0566  DESIGNATION -  Q 418
 NP0566  PID         -  NP0566
 NP0566  STATE/COUNTY-  NE/BOX BUTTE
 NP0566  COUNTRY     -  US
 NP0566  USGS QUAD   -  NONPAREIL (2017)
 NP0566
 NP0566                         *CURRENT SURVEY CONTROL
 NP0566  ______________________________________________________________________
 NP0566* NAD 83(1986) POSITION- 42 22 20.     (N) 103 10 54.     (W)   SCALED
 NP0566* NAVD 88 ORTHO HEIGHT -  1332.620 (meters)     4372.10  (feet) ADJUSTED
 NP0566  ______________________________________________________________________
 NP0566  GEOID HEIGHT    -        -18.185 (meters)                     GEOID18
 NP0566  DYNAMIC HEIGHT  -       1331.826 (meters)     4369.50  (feet) COMP
 NP0566  MODELED GRAVITY -    979,979.1   (mgal)                       NAVD 88
 NP0566
 NP0566  VERT ORDER      -  FIRST     CLASS II
 NP0566
 NP0566.The horizontal coordinates were scaled from a map and have
 NP0566.an estimated accuracy of +/- 6 seconds.
 NP0566
 NP0566.The orthometric height was determined by differential leveling and
 NP0566.adjusted by the NATIONAL GEODETIC SURVEY
 NP0566.in June 1991.
 NP0566
 NP0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0566.GEOID18 height accuracy estimate available here.
 NP0566
 NP0566.Click photographs - Photos may exist for this station.
 NP0566
 NP0566.The dynamic height is computed by dividing the NAVD 88
 NP0566.geopotential number by the normal gravity value computed on the
 NP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0566.degrees latitude (g = 980.6199 gals.).
 NP0566
 NP0566.The modeled gravity was interpolated from observed gravity values.
 NP0566
 NP0566;                    North         East    Units  Estimated Accuracy
 NP0566;SPC NE       -   286,710.      238,060.      MT  (+/- 180 meters Scaled)
 NP0566
 NP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG497927(NAD 83)
 NP0566
 NP0566                          SUPERSEDED SURVEY CONTROL
 NP0566
 NP0566.No superseded survey control is available for this station.
 NP0566
 NP0566_MARKER: I = METAL ROD
 NP0566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0566_STAMPING: Q 418 1985
 NP0566_MARK LOGO: NGS
 NP0566_PROJECTION: FLUSH
 NP0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0566+STABILITY: POSITION/ELEVATION WELL
 NP0566_ROD/PIPE-DEPTH: 7.0 meters
 NP0566_SLEEVE-DEPTH  : 6.1 meters
 NP0566
 NP0566  HISTORY     - Date     Condition        Report By
 NP0566  HISTORY     - 1985     MONUMENTED       NGS
 NP0566
 NP0566                          STATION DESCRIPTION
 NP0566
 NP0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0566'10.5 KM (6.5 MI) NW FROM HEMINGFORD.
 NP0566'10.5 KM (6.55 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0566'FROM ITS JUNCTION WITH STATE HIGHWAYS 2 AND 87 AT HEMINGFORD, ACROSS A
 NP0566'DIRT ROAD FROM THE CENTER OF 5 GRAIN BINS, 11.9 METERS (39 FT)
 NP0566'SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 16.0 METERS (52.5 FT)
 NP0566'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 3.3 METERS (10.8 FT)
 NP0566'SOUTHEAST OF A GUY WIRE AND 7.9 METERS (26 FT) SOUTHEAST OF THE
 NP0566'SOUTHEAST CORNER OF A GASOLINE PUMP.  NOTE--ACCESS TO DATUM POINT IS
 NP0566'HAD THROUGH A 5-INCH LOGO CAP.
 NP0566'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0566'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0337 ***********************************************************************
 MM0337  DESIGNATION -  Q 422
 MM0337  PID         -  MM0337
 MM0337  STATE/COUNTY-  NE/KEITH
 MM0337  COUNTRY     -  US
 MM0337  USGS QUAD   -  BRULE (2017)
 MM0337
 MM0337                         *CURRENT SURVEY CONTROL
 MM0337  ______________________________________________________________________
 MM0337* NAD 83(1986) POSITION- 41 05 33.     (N) 101 53 02.     (W)   SCALED
 MM0337* NAVD 88 ORTHO HEIGHT -  1002.014 (meters)     3287.44  (feet) ADJUSTED
 MM0337  ______________________________________________________________________
 MM0337  GEOID HEIGHT    -        -20.800 (meters)                     GEOID18
 MM0337  DYNAMIC HEIGHT  -       1001.390 (meters)     3285.39  (feet) COMP
 MM0337  MODELED GRAVITY -    979,966.8   (mgal)                       NAVD 88
 MM0337
 MM0337  VERT ORDER      -  FIRST     CLASS II
 MM0337
 MM0337.The horizontal coordinates were scaled from a map and have
 MM0337.an estimated accuracy of +/- 6 seconds.
 MM0337
 MM0337.The orthometric height was determined by differential leveling and
 MM0337.adjusted by the NATIONAL GEODETIC SURVEY
 MM0337.in June 1991.
 MM0337
 MM0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0337.GEOID18 height accuracy estimate available here.
 MM0337
 MM0337.Click photographs - Photos may exist for this station.
 MM0337
 MM0337.The dynamic height is computed by dividing the NAVD 88
 MM0337.geopotential number by the normal gravity value computed on the
 MM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0337.degrees latitude (g = 980.6199 gals.).
 MM0337
 MM0337.The modeled gravity was interpolated from observed gravity values.
 MM0337
 MM0337;                    North         East    Units  Estimated Accuracy
 MM0337;SPC NE       -   141,520.      341,780.      MT  (+/- 180 meters Scaled)
 MM0337
 MM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL577530(NAD 83)
 MM0337
 MM0337                          SUPERSEDED SURVEY CONTROL
 MM0337
 MM0337  NGVD 29 (02/14/92) 1001.578  (m)         3286.01   (f) ADJUSTED    1 2
 MM0337
 MM0337.Superseded values are not recommended for survey control.
 MM0337
 MM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0337.See file dsdata.pdf to determine how the superseded data were derived.
 MM0337
 MM0337_MARKER: I = METAL ROD
 MM0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0337_STAMPING: Q 422 1986
 MM0337_MARK LOGO: NGS
 MM0337_PROJECTION: FLUSH
 MM0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0337_ROD/PIPE-DEPTH: 18.3 meters
 MM0337
 MM0337  HISTORY     - Date     Condition        Report By
 MM0337  HISTORY     - 1986     MONUMENTED       NGS
 MM0337
 MM0337                          STATION DESCRIPTION
 MM0337
 MM0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0337'0.5 KM (0.3 MI) EAST FROM BRULE.
 MM0337'0.48 KM (0.3 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0337'ROUTE 51 A IN BRULE, AT A ROAD CROSSING OVER THE UNION PACIFIC
 MM0337'RAILROAD, 28.9 METERS (94.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.8
 MM0337'METERS (38.6 FT) NORTH OF THE NORTH RAIL OF THE NORTH SET OF RAILROAD
 MM0337'TRACKS, 0.8 METER (2.6 FT) WEST OF A POWER POLE, 6.7 METERS (22 FT)
 MM0337'SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A TRIPLE BOX CULVERT
 MM0337'AND 6.7 METERS (22 FT) WEST OF THE CENTER OF A GRAVEL ROAD.
 MM0337'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0337'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0337'THE MARK IS 0.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0965 ***********************************************************************
 LH0965  DESIGNATION -  Q 423
 LH0965  PID         -  LH0965
 LH0965  STATE/COUNTY-  NE/FURNAS
 LH0965  COUNTRY     -  US
 LH0965  USGS QUAD   -  ARAPAHOE (2017)
 LH0965
 LH0965                         *CURRENT SURVEY CONTROL
 LH0965  ______________________________________________________________________
 LH0965* NAD 83(1986) POSITION- 40 18 27.     (N) 099 55 52.     (W)   SCALED
 LH0965* NAVD 88 ORTHO HEIGHT -   668.634 (meters)     2193.68  (feet) ADJUSTED
 LH0965  ______________________________________________________________________
 LH0965  GEOID HEIGHT    -        -24.643 (meters)                     GEOID18
 LH0965  DYNAMIC HEIGHT  -        668.209 (meters)     2192.28  (feet) COMP
 LH0965  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 LH0965
 LH0965  VERT ORDER      -  FIRST     CLASS II
 LH0965
 LH0965.The horizontal coordinates were scaled from a map and have
 LH0965.an estimated accuracy of +/- 6 seconds.
 LH0965
 LH0965.The orthometric height was determined by differential leveling and
 LH0965.adjusted by the NATIONAL GEODETIC SURVEY
 LH0965.in June 1991.
 LH0965
 LH0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0965.GEOID18 height accuracy estimate available here.
 LH0965
 LH0965.Click photographs - Photos may exist for this station.
 LH0965
 LH0965.The dynamic height is computed by dividing the NAVD 88
 LH0965.geopotential number by the normal gravity value computed on the
 LH0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0965.degrees latitude (g = 980.6199 gals.).
 LH0965
 LH0965.The modeled gravity was interpolated from observed gravity values.
 LH0965
 LH0965;                    North         East    Units  Estimated Accuracy
 LH0965;SPC NE       -    52,650.      505,860.      MT  (+/- 180 meters Scaled)
 LH0965
 LH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK208623(NAD 83)
 LH0965
 LH0965                          SUPERSEDED SURVEY CONTROL
 LH0965
 LH0965  NGVD 29 (02/14/92)  668.338  (m)         2192.71   (f) ADJUSTED    1 2
 LH0965
 LH0965.Superseded values are not recommended for survey control.
 LH0965
 LH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0965.See file dsdata.pdf to determine how the superseded data were derived.
 LH0965
 LH0965_MARKER: I = METAL ROD
 LH0965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0965_STAMPING: Q 423 1986
 LH0965_MARK LOGO: NGS
 LH0965_PROJECTION: FLUSH
 LH0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0965_ROD/PIPE-DEPTH: 17.0 meters
 LH0965
 LH0965  HISTORY     - Date     Condition        Report By
 LH0965  HISTORY     - 1986     MONUMENTED       NGS
 LH0965
 LH0965                          STATION DESCRIPTION
 LH0965
 LH0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0965'2.9 KM (1.8 MI) WEST FROM ARAPAHOE.
 LH0965'2.88 KM (1.80 MI) WEST ALONG US HIGHWAYS 6 AND 34 FROM THE JUNCTION OF
 LH0965'US HIGHWAY 283 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T JUNCTION
 LH0965'OF A DIRT ROAD, 0.43 KM (0.27 MI) WEST OF MILEPOST 125, 24.0 METERS
 LH0965'(79 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.6 METERS (35 FT) WEST OF
 LH0965'THE CENTER OF THE ROAD, 0.7 METER (2.5 FT) SOUTHWEST OF A FENCE
 LH0965'CORNER, 0.6 METER (2 FT) WEST OF A RIGHT OF WAY MARKER AND 0.3 METER
 LH0965'(1 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0965'5-INCH LOGO CAP.
 LH0965'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0965'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0308 ***********************************************************************
 MM0308  DESIGNATION -  Q 424
 MM0308  PID         -  MM0308
 MM0308  STATE/COUNTY-  NE/LINCOLN
 MM0308  COUNTRY     -  US
 MM0308  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0308
 MM0308                         *CURRENT SURVEY CONTROL
 MM0308  ______________________________________________________________________
 MM0308* NAD 83(1986) POSITION- 41 09 46.     (N) 100 51 32.     (W)   SCALED
 MM0308* NAVD 88 ORTHO HEIGHT -   865.449 (meters)     2839.39  (feet) ADJUSTED
 MM0308  ______________________________________________________________________
 MM0308  GEOID HEIGHT    -        -22.072 (meters)                     GEOID18
 MM0308  DYNAMIC HEIGHT  -        864.936 (meters)     2837.71  (feet) COMP
 MM0308  MODELED GRAVITY -    980,002.1   (mgal)                       NAVD 88
 MM0308
 MM0308  VERT ORDER      -  FIRST     CLASS II
 MM0308
 MM0308.The horizontal coordinates were scaled from a map and have
 MM0308.an estimated accuracy of +/- 6 seconds.
 MM0308
 MM0308.The orthometric height was determined by differential leveling and
 MM0308.adjusted by the NATIONAL GEODETIC SURVEY
 MM0308.in June 1994.
 MM0308
 MM0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0308.GEOID18 height accuracy estimate available here.
 MM0308
 MM0308.Click photographs - Photos may exist for this station.
 MM0308
 MM0308.The dynamic height is computed by dividing the NAVD 88
 MM0308.geopotential number by the normal gravity value computed on the
 MM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0308.degrees latitude (g = 980.6199 gals.).
 MM0308
 MM0308.The modeled gravity was interpolated from observed gravity values.
 MM0308
 MM0308;                    North         East    Units  Estimated Accuracy
 MM0308;SPC NE       -   147,960.      427,940.      MT  (+/- 180 meters Scaled)
 MM0308
 MM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL440584(NAD 83)
 MM0308
 MM0308                          SUPERSEDED SURVEY CONTROL
 MM0308
 MM0308  NAVD 88 (06/15/91)  865.451  (m)         2839.40   (f) SUPERSEDED  1 2
 MM0308  NGVD 29 (02/14/92)  865.079  (m)         2838.18   (f) ADJUSTED    1 2
 MM0308
 MM0308.Superseded values are not recommended for survey control.
 MM0308
 MM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0308.See file dsdata.pdf to determine how the superseded data were derived.
 MM0308
 MM0308_MARKER: I = METAL ROD
 MM0308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0308_STAMPING: Q 424 1986
 MM0308_MARK LOGO: NGS
 MM0308_PROJECTION: FLUSH
 MM0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0308+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 MM0308_ROD/PIPE-DEPTH: 25.6 meters
 MM0308
 MM0308  HISTORY     - Date     Condition        Report By
 MM0308  HISTORY     - 1986     MONUMENTED       NGS
 MM0308  HISTORY     - 20160531 GOOD             INDIV
 MM0308  HISTORY     - 20160531 GOOD             INDIV
 MM0308
 MM0308                          STATION DESCRIPTION
 MM0308
 MM0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0308'11.3 KM (7.0 MI) WEST FROM NORTH PLATTE.
 MM0308'11.32 KM (7.08 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0308'HIGHWAY 83 AT NORTH PLATTE, IN THE NORTHEAST CORNER OF THE T JUNCTION
 MM0308'OF A PRIVATE DRIVEWAY, 0.44 KM (0.28 MI) WEST OF MILEPOST 172, ALSO
 MM0308'11.64 KM (7.28 MI) EAST OF HERSHEY, 23.1 METERS (76 FT) NORTH OF THE
 MM0308'HIGHWAY CENTERLINE, 5.0 METERS (16.5 FT) NORTH OF A FENCE CORNER,
 MM0308'4.1 METERS (13.5 FT) EAST OF THE CENTER OF A DRIVEWAY, 1.2 METERS (4
 MM0308'FT) NORTH OF THE NORTH LEG OF A WILSON WELDING AND REPAIR SIGN AND 0.3
 MM0308'METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 MM0308'THROUGH A 5-INCH LOGO CAP.
 MM0308'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0308'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0308
 MM0308                          STATION RECOVERY (2016)
 MM0308
 MM0308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0308'LAT. 41 09 45.4 N 
 MM0308'LONG. 100 51 31.7 W
 MM0308
 MM0308                          STATION RECOVERY (2016)
 MM0308
 MM0308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0308'RECOVERED AS DESCRIBED,  
 MM0308'LAT. 41 09 45.4 N 
 MM0308'LONG. 100 51 31.7 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0987 ***********************************************************************
 LH0987  DESIGNATION -  Q 425
 LH0987  PID         -  LH0987
 LH0987  STATE/COUNTY-  NE/GOSPER
 LH0987  COUNTRY     -  US
 LH0987  USGS QUAD   -  JOHNSON LAKE (2017)
 LH0987
 LH0987                         *CURRENT SURVEY CONTROL
 LH0987  ______________________________________________________________________
 LH0987* NAD 83(1986) POSITION- 40 42 00.     (N) 099 47 25.     (W)   SCALED
 LH0987* NAVD 88 ORTHO HEIGHT -   782.799 (meters)     2568.23  (feet) ADJUSTED
 LH0987  ______________________________________________________________________
 LH0987  GEOID HEIGHT    -        -23.977 (meters)                     GEOID18
 LH0987  DYNAMIC HEIGHT  -        782.329 (meters)     2566.69  (feet) COMP
 LH0987  MODELED GRAVITY -    979,997.0   (mgal)                       NAVD 88
 LH0987
 LH0987  VERT ORDER      -  FIRST     CLASS II
 LH0987
 LH0987.The horizontal coordinates were scaled from a map and have
 LH0987.an estimated accuracy of +/- 6 seconds.
 LH0987
 LH0987.The orthometric height was determined by differential leveling and
 LH0987.adjusted by the NATIONAL GEODETIC SURVEY
 LH0987.in June 1991.
 LH0987
 LH0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0987.GEOID18 height accuracy estimate available here.
 LH0987
 LH0987.Click photographs - Photos may exist for this station.
 LH0987
 LH0987.The dynamic height is computed by dividing the NAVD 88
 LH0987.geopotential number by the normal gravity value computed on the
 LH0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0987.degrees latitude (g = 980.6199 gals.).
 LH0987
 LH0987.The modeled gravity was interpolated from observed gravity values.
 LH0987
 LH0987;                    North         East    Units  Estimated Accuracy
 LH0987;SPC NE       -    96,250.      517,720.      MT  (+/- 180 meters Scaled)
 LH0987
 LH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML332057(NAD 83)
 LH0987
 LH0987                          SUPERSEDED SURVEY CONTROL
 LH0987
 LH0987  NGVD 29 (02/14/92)  782.515  (m)         2567.30   (f) ADJUSTED    1 2
 LH0987
 LH0987.Superseded values are not recommended for survey control.
 LH0987
 LH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0987.See file dsdata.pdf to determine how the superseded data were derived.
 LH0987
 LH0987_MARKER: I = METAL ROD
 LH0987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0987_STAMPING: Q 425 1986
 LH0987_MARK LOGO: NGS
 LH0987_PROJECTION: FLUSH
 LH0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0987_ROD/PIPE-DEPTH: 14.6 meters
 LH0987
 LH0987  HISTORY     - Date     Condition        Report By
 LH0987  HISTORY     - 1986     MONUMENTED       NGS
 LH0987
 LH0987                          STATION DESCRIPTION
 LH0987
 LH0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0987'11.0 KM (6.85 MI) SOUTH FROM LEXINGTON.
 LH0987'11.05 KM (6.9 MI) SOUTH ALONG US HIGHWAY 283 FROM ITS OVERPASS BRIDGE
 LH0987'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, AT THE
 LH0987'GOSPER-DAWSON COUNTY LINE, 0.33 KM (0.2 MI) SOUTH OF MILEPOST 51,
 LH0987'27.0 METERS (88.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.5 METERS
 LH0987'(18 FT) WEST OF THE CENTER OF A TRACK ROAD AND 0.9 METER (3 FT)
 LH0987'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER.  NOTE--ACCESS TO DATUM
 LH0987'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0987'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0987'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0356 ***********************************************************************
 LJ0356  DESIGNATION -  Q 426
 LJ0356  PID         -  LJ0356
 LJ0356  STATE/COUNTY-  NE/DAWSON
 LJ0356  COUNTRY     -  US
 LJ0356  USGS QUAD   -  GOTHENBURG (2017)
 LJ0356
 LJ0356                         *CURRENT SURVEY CONTROL
 LJ0356  ______________________________________________________________________
 LJ0356* NAD 83(1986) POSITION- 40 57 11.31   (N) 100 13 25.70   (W)   HD_HELD1
 LJ0356* NAVD 88 ORTHO HEIGHT -   791.063 (meters)     2595.35  (feet) ADJUSTED
 LJ0356  ______________________________________________________________________
 LJ0356  GEOID HEIGHT    -        -23.016 (meters)                     GEOID18
 LJ0356  DYNAMIC HEIGHT  -        790.598 (meters)     2593.82  (feet) COMP
 LJ0356  MODELED GRAVITY -    980,010.2   (mgal)                       NAVD 88
 LJ0356
 LJ0356  VERT ORDER      -  FIRST     CLASS II
 LJ0356
 LJ0356.The horizontal coordinates were determined by differentially corrected
 LJ0356.hand held GPS observations or other comparable positioning techniques
 LJ0356.and have an estimated accuracy of +/- 3 meters.
 LJ0356
 LJ0356.The orthometric height was determined by differential leveling and
 LJ0356.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0356.in June 1991.
 LJ0356
 LJ0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0356.GEOID18 height accuracy estimate available here.
 LJ0356
 LJ0356.Click photographs - Photos may exist for this station.
 LJ0356
 LJ0356.The dynamic height is computed by dividing the NAVD 88
 LJ0356.geopotential number by the normal gravity value computed on the
 LJ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0356.degrees latitude (g = 980.6199 gals.).
 LJ0356
 LJ0356.The modeled gravity was interpolated from observed gravity values.
 LJ0356
 LJ0356;                    North         East    Units  Estimated Accuracy
 LJ0356;SPC NE       -   124,353.1     481,162.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0356
 LJ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9700234276(NAD 83)
 LJ0356
 LJ0356                          SUPERSEDED SURVEY CONTROL
 LJ0356
 LJ0356  NGVD 29 (02/14/92)  790.753  (m)         2594.33   (f) ADJUSTED    1 2
 LJ0356
 LJ0356.Superseded values are not recommended for survey control.
 LJ0356
 LJ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0356.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0356
 LJ0356_MARKER: F = FLANGE-ENCASED ROD
 LJ0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0356_STAMPING: Q 426 1986
 LJ0356_MARK LOGO: NGS
 LJ0356_PROJECTION: FLUSH
 LJ0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0356+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 LJ0356_ROD/PIPE-DEPTH: 10.0 meters
 LJ0356
 LJ0356  HISTORY     - Date     Condition        Report By
 LJ0356  HISTORY     - 1986     MONUMENTED       NGS
 LJ0356  HISTORY     - 20100907 GOOD             NEGS
 LJ0356  HISTORY     - 20200212 GOOD             NEGS
 LJ0356
 LJ0356                          STATION DESCRIPTION
 LJ0356
 LJ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0356'5.9 KM (3.65 MI) NW FROM GOTHENBURG.
 LJ0356'5.95 KM (3.7 MI) NORTHWEST ALONG US HGIHWAY 30 FROM THE JUNCTION OF
 LJ0356'STATE HIGHWAY 47 AT GOTHENBURG, IN THE NORTHEAST CORNER OF THE T
 LJ0356'JUNCTION OF A PAVED ROAD WHICH BOUNDRIES DAWSON AND LINCOLN COUNTIES,
 LJ0356'0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 210, 16.1 METERS (53 FT)
 LJ0356'NORTHEAST OF THE HIGHWAY CENTERLINE, 37.2 METERS (122 FT) EAST OF THE
 LJ0356'CENTER OF THE ROAD AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY
 LJ0356'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0356'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0356'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LJ0356
 LJ0356                          STATION RECOVERY (2010)
 LJ0356
 LJ0356'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0356'RECOVERED IN GOOD CONDITION.
 LJ0356
 LJ0356                          STATION RECOVERY (2020)
 LJ0356
 LJ0356'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LJ0356'THE 1986 STATION DESCRIPTION IS STILL USEABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2132 ***********************************************************************
 MK2132  DESIGNATION -  Q 428
 MK2132  PID         -  MK2132
 MK2132  STATE/COUNTY-  NE/DOUGLAS
 MK2132  COUNTRY     -  US
 MK2132  USGS QUAD   -  RALSTON (2017)
 MK2132
 MK2132                         *CURRENT SURVEY CONTROL
 MK2132  ______________________________________________________________________
 MK2132* NAD 83(1986) POSITION- 41 12 43.90   (N) 096 06 33.31   (W)   HD_HELD1
 MK2132* NAVD 88 ORTHO HEIGHT -   343.413 (meters)     1126.68  (feet) ADJUSTED
 MK2132  ______________________________________________________________________
 MK2132  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 MK2132  DYNAMIC HEIGHT  -        343.269 (meters)     1126.21  (feet) COMP
 MK2132  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 MK2132
 MK2132  VERT ORDER      -  FIRST     CLASS II
 MK2132
 MK2132.The horizontal coordinates were determined by differentially corrected
 MK2132.hand held GPS observations or other comparable positioning techniques
 MK2132.and have an estimated accuracy of +/- 3 meters.
 MK2132
 MK2132.The orthometric height was determined by differential leveling and
 MK2132.adjusted by the NATIONAL GEODETIC SURVEY
 MK2132.in June 1991.
 MK2132
 MK2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2132.GEOID18 height accuracy estimate available here.
 MK2132
 MK2132.Click photographs - Photos may exist for this station.
 MK2132
 MK2132.The dynamic height is computed by dividing the NAVD 88
 MK2132.geopotential number by the normal gravity value computed on the
 MK2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2132.degrees latitude (g = 980.6199 gals.).
 MK2132
 MK2132.The modeled gravity was interpolated from observed gravity values.
 MK2132
 MK2132;                    North         East    Units  Estimated Accuracy
 MK2132;SPC NE       -   160,427.2     826,079.4     MT  (+/- 3 meters HH1 GPS) 
 MK2132
 MK2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4234866342(NAD 83)
 MK2132
 MK2132                          SUPERSEDED SURVEY CONTROL
 MK2132
 MK2132.No superseded survey control is available for this station.
 MK2132
 MK2132_MARKER: F = FLANGE-ENCASED ROD
 MK2132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2132_STAMPING: Q 428 1989
 MK2132_MARK LOGO: NGS
 MK2132_PROJECTION: FLUSH
 MK2132_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2132+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2132_ROD/PIPE-DEPTH: 9.3 meters
 MK2132
 MK2132  HISTORY     - Date     Condition        Report By
 MK2132  HISTORY     - 1989     MONUMENTED       NGS
 MK2132  HISTORY     - 20100430 GOOD             INDIV
 MK2132
 MK2132                          STATION DESCRIPTION
 MK2132
 MK2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2132'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 275 (L STREET) FROM ITS
 MK2132'JUNCTION WITH 132ND STREET IN MILLARD, 29.3 M (96.1 FT) EAST OF THE
 MK2132'NORTHEAST CORNER OF A FENCE SURROUNDING THE OAKS SWIMMING POOL, 24.7
 MK2132'M (81.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MK2132'HIGHWAY, 3.7 M (12.1 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER,
 MK2132'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 MK2132'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2132'5-INCH LOGO CAP.
 MK2132
 MK2132                          STATION RECOVERY (2010)
 MK2132
 MK2132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK2132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1371 ***********************************************************************
 MJ1371  DESIGNATION -  Q 429
 MJ1371  PID         -  MJ1371
 MJ1371  STATE/COUNTY-  NE/DOUGLAS
 MJ1371  COUNTRY     -  US
 MJ1371  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1371
 MJ1371                         *CURRENT SURVEY CONTROL
 MJ1371  ______________________________________________________________________
 MJ1371* NAD 83(1986) POSITION- 41 14 01.62   (N) 095 57 27.66   (W)   HD_HELD1
 MJ1371* NAVD 88 ORTHO HEIGHT -   370.188 (meters)     1214.53  (feet) ADJUSTED
 MJ1371  ______________________________________________________________________
 MJ1371  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 MJ1371  DYNAMIC HEIGHT  -        370.033 (meters)     1214.02  (feet) COMP
 MJ1371  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 MJ1371
 MJ1371  VERT ORDER      -  FIRST     CLASS II
 MJ1371
 MJ1371.The horizontal coordinates were determined by differentially corrected
 MJ1371.hand held GPS observations or other comparable positioning techniques
 MJ1371.and have an estimated accuracy of +/- 3 meters.
 MJ1371
 MJ1371.The orthometric height was determined by differential leveling and
 MJ1371.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1371.in June 1991.
 MJ1371
 MJ1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1371.GEOID18 height accuracy estimate available here.
 MJ1371
 MJ1371.Click photographs - Photos may exist for this station.
 MJ1371
 MJ1371.The dynamic height is computed by dividing the NAVD 88
 MJ1371.geopotential number by the normal gravity value computed on the
 MJ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1371.degrees latitude (g = 980.6199 gals.).
 MJ1371
 MJ1371.The modeled gravity was interpolated from observed gravity values.
 MJ1371
 MJ1371;                    North         East    Units  Estimated Accuracy
 MJ1371;SPC NE       -   163,404.1     838,661.2     MT  (+/- 3 meters HH1 GPS) 
 MJ1371
 MJ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5212068928(NAD 83)
 MJ1371
 MJ1371                          SUPERSEDED SURVEY CONTROL
 MJ1371
 MJ1371.No superseded survey control is available for this station.
 MJ1371
 MJ1371_MARKER: I = METAL ROD
 MJ1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1371_STAMPING: Q 429 1989
 MJ1371_MARK LOGO: NGS
 MJ1371_PROJECTION: FLUSH
 MJ1371_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1371+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1371_ROD/PIPE-DEPTH: 15.1 meters
 MJ1371
 MJ1371  HISTORY     - Date     Condition        Report By
 MJ1371  HISTORY     - 1989     MONUMENTED       NGS
 MJ1371
 MJ1371                          STATION DESCRIPTION
 MJ1371
 MJ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1371'IN OMAHA, AT THE INTERSECTIONS OF WRIGHT STREET AND HANSCOM
 MJ1371'BOULEVARD, 15.3 M (50.2 FT) EAST OF THE CENTER OF 31TH STREET, 15.0 M
 MJ1371'(49.2 FT) EAST OF THE EXTENDED CENTER OF THE BOULEVARD, 8.1 M (26.6
 MJ1371'FT) NORTH OF THE CENTER OF WRIGHT STREET, 6.8 M (22.3 FT) SOUTHWEST
 MJ1371'OF THE SOUTH ENTRANCE TO THE SAINT ADALBERT RECTORY CHURCH, 6.1 M
 MJ1371'(20.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 1.7 M (5.6 FT)
 MJ1371'WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT) ABOVE THE
 MJ1371'LEVEL OF WRIGHT STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MJ1371'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0534 ***********************************************************************
 NO0534  DESIGNATION -  Q 431
 NO0534  PID         -  NO0534
 NO0534  STATE/COUNTY-  NE/CHERRY
 NO0534  COUNTRY     -  US
 NO0534  USGS QUAD   -  HUDSON LAKE (2017)
 NO0534
 NO0534                         *CURRENT SURVEY CONTROL
 NO0534  ______________________________________________________________________
 NO0534* NAD 83(1986) POSITION- 42 39 03.     (N) 100 39 19.     (W)   SCALED
 NO0534* NAVD 88 ORTHO HEIGHT -   875.655 (meters)     2872.88  (feet) ADJUSTED
 NO0534  ______________________________________________________________________
 NO0534  GEOID HEIGHT    -        -21.459 (meters)                     GEOID18
 NO0534  DYNAMIC HEIGHT  -        875.262 (meters)     2871.59  (feet) COMP
 NO0534  MODELED GRAVITY -    980,141.8   (mgal)                       NAVD 88
 NO0534
 NO0534  VERT ORDER      -  FIRST     CLASS II
 NO0534
 NO0534.The horizontal coordinates were scaled from a map and have
 NO0534.an estimated accuracy of +/- 6 seconds.
 NO0534
 NO0534.The orthometric height was determined by differential leveling and
 NO0534.adjusted by the NATIONAL GEODETIC SURVEY
 NO0534.in June 1994.
 NO0534
 NO0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0534.GEOID18 height accuracy estimate available here.
 NO0534
 NO0534.Click photographs - Photos may exist for this station.
 NO0534
 NO0534.The dynamic height is computed by dividing the NAVD 88
 NO0534.geopotential number by the normal gravity value computed on the
 NO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0534.degrees latitude (g = 980.6199 gals.).
 NO0534
 NO0534.The modeled gravity was interpolated from observed gravity values.
 NO0534
 NO0534;                    North         East    Units  Estimated Accuracy
 NO0534;SPC NE       -   313,040.      446,280.      MT  (+/- 180 meters Scaled)
 NO0534
 NO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN643233(NAD 83)
 NO0534
 NO0534                          SUPERSEDED SURVEY CONTROL
 NO0534
 NO0534  NGVD 29 (02/14/92)  875.350  (m)         2871.88   (f) ADJUSTED    1 2
 NO0534
 NO0534.Superseded values are not recommended for survey control.
 NO0534
 NO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0534.See file dsdata.pdf to determine how the superseded data were derived.
 NO0534
 NO0534_MARKER: I = METAL ROD
 NO0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0534_STAMPING: Q 431 1991
 NO0534_MARK LOGO: NGS
 NO0534_PROJECTION: FLUSH
 NO0534_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0534+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0534_ROD/PIPE-DEPTH: 12.1 meters
 NO0534
 NO0534  HISTORY     - Date     Condition        Report By
 NO0534  HISTORY     - 1991     MONUMENTED       NGS
 NO0534
 NO0534                          STATION DESCRIPTION
 NO0534
 NO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0534'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0534'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0534'ALONG STATE HIGHWAY SPUR 16B, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG
 NO0534'A PAVED ROAD, 8.0 M (26.2 FT) NORTHEAST OF AND LEVEL WITH THE ROAD
 NO0534'CENTER, 4.3 M (14.1 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 NO0534'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0534'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0572 ***********************************************************************
 NO0572  DESIGNATION -  Q 432
 NO0572  PID         -  NO0572
 NO0572  STATE/COUNTY-  NE/HOOKER
 NO0572  COUNTRY     -  US
 NO0572  USGS QUAD   -  MULLEN (2017)
 NO0572
 NO0572                         *CURRENT SURVEY CONTROL
 NO0572  ______________________________________________________________________
 NO0572* NAD 83(1986) POSITION- 42 02 45.     (N) 101 02 13.     (W)   SCALED
 NO0572* NAVD 88 ORTHO HEIGHT -   993.816 (meters)     3260.54  (feet) ADJUSTED
 NO0572  ______________________________________________________________________
 NO0572  GEOID HEIGHT    -        -20.650 (meters)                     GEOID18
 NO0572  DYNAMIC HEIGHT  -        993.293 (meters)     3258.83  (feet) COMP
 NO0572  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 NO0572
 NO0572  VERT ORDER      -  FIRST     CLASS II
 NO0572
 NO0572.The horizontal coordinates were scaled from a map and have
 NO0572.an estimated accuracy of +/- 6 seconds.
 NO0572
 NO0572.The orthometric height was determined by differential leveling and
 NO0572.adjusted by the NATIONAL GEODETIC SURVEY
 NO0572.in June 1994.
 NO0572
 NO0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0572.GEOID18 height accuracy estimate available here.
 NO0572
 NO0572.Click photographs - Photos may exist for this station.
 NO0572
 NO0572.The dynamic height is computed by dividing the NAVD 88
 NO0572.geopotential number by the normal gravity value computed on the
 NO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0572.degrees latitude (g = 980.6199 gals.).
 NO0572
 NO0572.The modeled gravity was interpolated from observed gravity values.
 NO0572
 NO0572;                    North         East    Units  Estimated Accuracy
 NO0572;SPC NE       -   246,160.      414,180.      MT  (+/- 180 meters Scaled)
 NO0572
 NO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM314568(NAD 83)
 NO0572
 NO0572                          SUPERSEDED SURVEY CONTROL
 NO0572
 NO0572  NGVD 29 (02/14/92)  993.503  (m)         3259.52   (f) ADJUSTED    1 2
 NO0572
 NO0572.Superseded values are not recommended for survey control.
 NO0572
 NO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0572.See file dsdata.pdf to determine how the superseded data were derived.
 NO0572
 NO0572_MARKER: I = METAL ROD
 NO0572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0572_STAMPING: Q 432 1991
 NO0572_MARK LOGO: NGS
 NO0572_PROJECTION: FLUSH
 NO0572_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0572+STABILITY: POSITION/ELEVATION WELL
 NO0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0572+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0572_ROD/PIPE-DEPTH: 27.9 meters
 NO0572_SLEEVE-DEPTH  : 7.9 meters
 NO0572
 NO0572  HISTORY     - Date     Condition        Report By
 NO0572  HISTORY     - 1991     MONUMENTED       NGS
 NO0572
 NO0572                          STATION DESCRIPTION
 NO0572
 NO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0572'0.3 KM (0.20 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0572'OF STATE HIGHWAY 2 IN MULLEN, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG
 NO0572'SECOND STREET, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG THE CLEARVIEW
 NO0572'CEMETERY ENTRANCE ROAD, NEAR THE NORTH BOUNDARY FENCE, 41.7 M (136.8
 NO0572'FT) WEST OF A T-FENCE CORNER, 38.1 M (125.0 FT) NORTH OF THE ROAD
 NO0572'CENTER, 15.2 M (49.9 FT) WEST OF THE NORTHWEST CORNER OF THE AMOS J.
 NO0572'RIPPLE HEADSTONE, 11.0 M (36.1 FT) NORTH OF THE NORTHWEST CORNER OF
 NO0572'THE BROWN FAMILY HEADSTONE, 8.1 M (26.6 FT) EAST OF A FENCE CORNER,
 NO0572'0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 NO0572'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0572'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0528 ***********************************************************************
 MM0528  CBN         -  This is a Cooperative Base Network Control Station.
 MM0528  DESIGNATION -  Q 433
 MM0528  PID         -  MM0528
 MM0528  STATE/COUNTY-  NE/HOOKER
 MM0528  COUNTRY     -  US
 MM0528  USGS QUAD   -  TRYON NW (2017)
 MM0528
 MM0528                         *CURRENT SURVEY CONTROL
 MM0528  ______________________________________________________________________
 MM0528* NAD 83(2011) POSITION- 41 44 41.72279(N) 100 58 32.53454(W)   ADJUSTED
 MM0528* NAD 83(2011) ELLIP HT-   991.959 (meters)        (06/27/12)   ADJUSTED
 MM0528* NAD 83(2011) EPOCH   -  2010.00
 MM0528* NAVD 88 ORTHO HEIGHT -  1013.034 (meters)     3323.60  (feet) ADJUSTED
 MM0528  ______________________________________________________________________
 MM0528  GEOID HEIGHT    -        -21.077 (meters)                     GEOID18
 MM0528  NAD 83(2011) X  -   -907,535.424 (meters)                     COMP
 MM0528  NAD 83(2011) Y  - -4,679,458.179 (meters)                     COMP
 MM0528  NAD 83(2011) Z  -  4,225,167.680 (meters)                     COMP
 MM0528  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 MM0528  DYNAMIC HEIGHT  -       1012.465 (meters)     3321.73  (feet) COMP
 MM0528  MODELED GRAVITY -    980,026.6   (mgal)                       NAVD 88
 MM0528
 MM0528  VERT ORDER      -  FIRST     CLASS II
 MM0528
 MM0528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0528  Standards:
 MM0528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0528  -------------------------------------------------------------------
 MM0528  NETWORK    0.34   0.96           0.16   0.11   0.49     -0.02241772
 MM0528  -------------------------------------------------------------------
 MM0528  Click here for local accuracies and other accuracy information.
 MM0528
 MM0528.The horizontal coordinates were established by GPS observations
 MM0528.and adjusted by the National Geodetic Survey in June 2012.
 MM0528
 MM0528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0528.been affixed to the stable North American tectonic plate. See 
 MM0528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0528
 MM0528.The horizontal coordinates are valid at the epoch date displayed above
 MM0528.which is a decimal equivalence of Year/Month/Day.
 MM0528
 MM0528.The orthometric height was determined by differential leveling and
 MM0528.adjusted by the NATIONAL GEODETIC SURVEY
 MM0528.in June 1994.
 MM0528
 MM0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0528.GEOID18 height accuracy estimate available here.
 MM0528
 MM0528.Click photographs - Photos may exist for this station.
 MM0528
 MM0528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0528
 MM0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0528
 MM0528.The ellipsoidal height was determined by GPS observations
 MM0528.and is referenced to NAD 83.
 MM0528
 MM0528.The dynamic height is computed by dividing the NAVD 88
 MM0528.geopotential number by the normal gravity value computed on the
 MM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0528.degrees latitude (g = 980.6199 gals.).
 MM0528
 MM0528.The modeled gravity was interpolated from observed gravity values.
 MM0528
 MM0528. The following values were computed from the NAD 83(2011) position.
 MM0528
 MM0528;                    North         East     Units Scale Factor Converg.
 MM0528;SPC NE       -   212,693.249   418,868.870   MT  0.99966727   -0 38 47.7
 MM0528;SPC NE       -   697,811.10  1,374,238.95   sFT  0.99966727   -0 38 47.7
 MM0528;UTM  14      - 4,623,342.184   335,721.312   MT  0.99993211   -1 18 56.7
 MM0528
 MM0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0528!SPC NE       -   0.99984444  x   0.99966727  =   0.99951176
 MM0528!UTM  14      -   0.99984444  x   0.99993211  =   0.99977656
 MM0528
 MM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3572123342(NAD 83)
 MM0528
 MM0528                          SUPERSEDED SURVEY CONTROL
 MM0528
 MM0528  NAD 83(2007)-  41 44 41.72264(N)    100 58 32.53554(W) AD(2002.00) 0
 MM0528  ELLIP H (02/10/07)  991.987  (m)                       GP(2002.00)    
 MM0528  ELLIP H (09/24/01)  991.959  (m)                       GP(       ) 4 1
 MM0528  NAD 83(1995)-  41 44 41.72226(N)    100 58 32.53534(W) AD(       ) B
 MM0528  ELLIP H (06/25/96)  991.987  (m)                       GP(       ) 1 1
 MM0528  NAVD 88            1013.03   (m)         3323.6    (f) LEVELING    3  
 MM0528  NGVD 29 (02/14/92) 1012.689  (m)         3322.46   (f) ADJUSTED    1 2
 MM0528
 MM0528.Superseded values are not recommended for survey control.
 MM0528
 MM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0528.See file dsdata.pdf to determine how the superseded data were derived.
 MM0528
 MM0528_MARKER: F = FLANGE-ENCASED ROD
 MM0528_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0528_STAMPING: Q 433 1991
 MM0528_MARK LOGO: NGS
 MM0528_PROJECTION: RECESSED 18 CENTIMETERS
 MM0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0528+STABILITY: POSITION/ELEVATION WELL
 MM0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0528+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2021
 MM0528_ROD/PIPE-DEPTH: 9.5 meters
 MM0528_SLEEVE-DEPTH  : 7.9 meters
 MM0528
 MM0528  HISTORY     - Date     Condition        Report By
 MM0528  HISTORY     - 1991     MONUMENTED       NGS
 MM0528  HISTORY     - 19950519 GOOD             NGS
 MM0528  HISTORY     - 20150609 GOOD             NEGS
 MM0528  HISTORY     - 20160216 GOOD             NEGS
 MM0528  HISTORY     - 20160217 GOOD             NEGS
 MM0528  HISTORY     - 20170122 GOOD             COMPDA
 MM0528  HISTORY     - 20211027 GOOD             NEGS
 MM0528
 MM0528                          STATION DESCRIPTION
 MM0528
 MM0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0528'21.8 KM (13.55 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0528'COURTHOUSE IN TRYON, 25.5 M (83.7 FT) NORTH OF THE CENTER OF A DIRT
 MM0528'ROAD, 22.1 M (72.5 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 MM0528'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 MM0528'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MM0528'LOGO CAP.
 MM0528
 MM0528                          STATION RECOVERY (1995)
 MM0528
 MM0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0528'THE MARK IS LOCATED ABOUT 23.0 MI (37.0 KM) SOUTH OF MULLEN, 13.5 MI
 MM0528'(21.7 KM) NORTH OF TRYON, 0.30 MI (0.48 KM) NORTH OF THE
 MM0528'MCPHERSON/HOOKER COUNTY LINE, ON THE WEST RIGHT-OF-WAY OF STATE
 MM0528'HIGHWAY 97, AT A GRAVELED ROAD LEADING WEST AND IN THE SW1/4, SEC36,
 MM0528'T21N, R32W.  TO REACH THE MARK FROM THE COURTHOUSE IN TRYON, GO NORTH
 MM0528'ON STATE HIGHWAY 97 FOR 13.5 MI (21.7 KM) TO THE SIDE ROAD AND THE
 MM0528'MARK ON THE LEFT, JUST NORTH OF A CATTLE GUARD.  THE MARK IS A SLEEVED
 MM0528'STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT
 MM0528'IS FLUSH WITH THE GROUND.  IT IS 83.5 FT (25.5 M) NORTH OF THE
 MM0528'CENTERLINE OF THE GRAVELED ROAD, 72.5 FT (22.1 M) WEST OF THE HIGHWAY,
 MM0528'39.5 FT (12.0 M) NORTH OF A GREAT PLAINS COMMUNICATION BURIED CABLE
 MM0528'WARNING POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND THE WEST
 MM0528'RIGHT-OF-WAY FENCE AND ABOUT 5.0 FT (1.5 M) LOWER THAN THE HIGHWAY.
 MM0528
 MM0528                          STATION RECOVERY (2015)
 MM0528
 MM0528'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0528'RECOVERED IN GOOD CONDITION.
 MM0528
 MM0528                          STATION RECOVERY (2016)
 MM0528
 MM0528'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 MM0528'FOUND IN GOOD CONDITION
 MM0528
 MM0528                          STATION RECOVERY (2016)
 MM0528
 MM0528'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 MM0528'RECOVERED IN GOOD CONDITION
 MM0528
 MM0528                          STATION RECOVERY (2017)
 MM0528
 MM0528'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 MM0528'RECOVERED IN GOOD CONDITION.
 MM0528
 MM0528                          STATION RECOVERY (2021)
 MM0528
 MM0528'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 MM0528'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 92 AND NE. HIGHWAY 97,
 MM0528'IN TRYON, NE., GO NORTH ON NE. HIGHWAY 97 FOR APPROXIMATELY 13.4 MI
 MM0528'(21.6 KM) TO A T INTERSECTION WITH MULEDEER ROAD (WEST).  THE MARK IS
 MM0528'LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION AT MILE POST
 MM0528'44.58.  Q 433 IS 72.5 FT (22.1 M) WEST OF THE CENTERLINE OF NE.
 MM0528'HIGHWAY 97, 83.5 FT (25.5 M) NORTH OF THE CENTERLINE OF MULEDEER ROAD
 MM0528'AND 1.0 FT (0.3 M) EAST OF ORANGE FIBERGLASS WITNESS POST IN THE WEST
 MM0528'ROW FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0548 ***********************************************************************
 MM0548  DESIGNATION -  Q 434
 MM0548  PID         -  MM0548
 MM0548  STATE/COUNTY-  NE/LINCOLN
 MM0548  COUNTRY     -  US
 MM0548  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0548
 MM0548                         *CURRENT SURVEY CONTROL
 MM0548  ______________________________________________________________________
 MM0548* NAD 83(1986) POSITION- 41 11 30.     (N) 100 46 37.     (W)   SCALED
 MM0548* NAVD 88 ORTHO HEIGHT -   860.294 (meters)     2822.48  (feet) ADJUSTED
 MM0548  ______________________________________________________________________
 MM0548  GEOID HEIGHT    -        -22.075 (meters)                     GEOID18
 MM0548  DYNAMIC HEIGHT  -        859.794 (meters)     2820.84  (feet) COMP
 MM0548  MODELED GRAVITY -    980,013.2   (mgal)                       NAVD 88
 MM0548
 MM0548  VERT ORDER      -  FIRST     CLASS II
 MM0548
 MM0548.The horizontal coordinates were scaled from a map and have
 MM0548.an estimated accuracy of +/- 6 seconds.
 MM0548
 MM0548.The orthometric height was determined by differential leveling and
 MM0548.adjusted by the NATIONAL GEODETIC SURVEY
 MM0548.in June 1994.
 MM0548
 MM0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0548.GEOID18 height accuracy estimate available here.
 MM0548
 MM0548.Click photographs - Photos may exist for this station.
 MM0548
 MM0548.The dynamic height is computed by dividing the NAVD 88
 MM0548.geopotential number by the normal gravity value computed on the
 MM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0548.degrees latitude (g = 980.6199 gals.).
 MM0548
 MM0548.The modeled gravity was interpolated from observed gravity values.
 MM0548
 MM0548;                    North         East    Units  Estimated Accuracy
 MM0548;SPC NE       -   151,100.      434,840.      MT  (+/- 180 meters Scaled)
 MM0548
 MM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL509615(NAD 83)
 MM0548
 MM0548                          SUPERSEDED SURVEY CONTROL
 MM0548
 MM0548  NGVD 29 (02/14/92)  859.942  (m)         2821.33   (f) ADJUSTED    1 2
 MM0548
 MM0548.Superseded values are not recommended for survey control.
 MM0548
 MM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0548.See file dsdata.pdf to determine how the superseded data were derived.
 MM0548
 MM0548_MARKER: I = METAL ROD
 MM0548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0548_STAMPING: Q 434 1991
 MM0548_MARK LOGO: NGS
 MM0548_PROJECTION: FLUSH
 MM0548_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0548+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0548_ROD/PIPE-DEPTH: 9.2 meters
 MM0548_SLEEVE-DEPTH  : 0.9 meters
 MM0548
 MM0548  HISTORY     - Date     Condition        Report By
 MM0548  HISTORY     - 1991     MONUMENTED       NGS
 MM0548
 MM0548                          STATION DESCRIPTION
 MM0548
 MM0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0548'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0548'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0548'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 3.2 KM (2.00 MI)
 MM0548'NORTHERLY ALONG WASHBOARD ROAD, THENCE 1.2 KM (0.75 MI) WESTERLY
 MM0548'ALONG A GRAVELED ROAD, 11.0 M (36.1 FT) NORTH OF AND LEVEL WITH THE
 MM0548'ROAD CENTER, 4.1 M (13.5 FT) EAST OF A T-FENCE CORNER, AND 0.3 M (1.0
 MM0548'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0548'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 MM0548'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1451 ***********************************************************************
 LH1451  DESIGNATION -  Q 435
 LH1451  PID         -  LH1451
 LH1451  STATE/COUNTY-  NE/BUFFALO
 LH1451  COUNTRY     -  US
 LH1451  USGS QUAD   -  NEWARK (2017)
 LH1451
 LH1451                         *CURRENT SURVEY CONTROL
 LH1451  ______________________________________________________________________
 LH1451* NAD 83(1986) POSITION- 40 43 58.     (N) 098 54 43.     (W)   SCALED
 LH1451* NAVD 88 ORTHO HEIGHT -   636.990 (meters)     2089.86  (feet) ADJUSTED
 LH1451  ______________________________________________________________________
 LH1451  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 LH1451  DYNAMIC HEIGHT  -        636.634 (meters)     2088.69  (feet) COMP
 LH1451  MODELED GRAVITY -    980,043.8   (mgal)                       NAVD 88
 LH1451
 LH1451  VERT ORDER      -  FIRST     CLASS II
 LH1451
 LH1451.The horizontal coordinates were scaled from a map and have
 LH1451.an estimated accuracy of +/- 6 seconds.
 LH1451
 LH1451.The orthometric height was determined by differential leveling and
 LH1451.adjusted by the NATIONAL GEODETIC SURVEY
 LH1451.in May 1993.
 LH1451
 LH1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1451.GEOID18 height accuracy estimate available here.
 LH1451
 LH1451.Click photographs - Photos may exist for this station.
 LH1451
 LH1451.The dynamic height is computed by dividing the NAVD 88
 LH1451.geopotential number by the normal gravity value computed on the
 LH1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1451.degrees latitude (g = 980.6199 gals.).
 LH1451
 LH1451.The modeled gravity was interpolated from observed gravity values.
 LH1451
 LH1451;                    North         East    Units  Estimated Accuracy
 LH1451;SPC NE       -   100,440.      591,890.      MT  (+/- 180 meters Scaled)
 LH1451
 LH1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL074090(NAD 83)
 LH1451
 LH1451                          SUPERSEDED SURVEY CONTROL
 LH1451
 LH1451  NGVD 29 (02/14/92)  636.731  (m)         2089.01   (f) ADJUSTED    1 2
 LH1451
 LH1451.Superseded values are not recommended for survey control.
 LH1451
 LH1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1451.See file dsdata.pdf to determine how the superseded data were derived.
 LH1451
 LH1451_MARKER: I = METAL ROD
 LH1451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1451_STAMPING: Q 435 1991
 LH1451_MARK LOGO: NGS
 LH1451_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1451_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1451+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1451_ROD/PIPE-DEPTH: 20.4 meters
 LH1451
 LH1451  HISTORY     - Date     Condition        Report By
 LH1451  HISTORY     - 1991     MONUMENTED       NGS
 LH1451
 LH1451                          STATION DESCRIPTION
 LH1451
 LH1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1451'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1451'OF STATE HIGHWAY 44 IN KEARNEY, 58.4 M (191.6 FT) SOUTH OF THE
 LH1451'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) SOUTH-SOUTHEAST OF THE
 LH1451'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.7 M (41.7 FT) EAST OF THE
 LH1451'CENTERLINE OF A GRAVELED ROAD, 8.7 M (28.5 FT) WEST OF THE NORTH LEG
 LH1451'OF A DOUBLE UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD,
 LH1451'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 LH1451'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1493 ***********************************************************************
 LH1493  DESIGNATION -  Q 436
 LH1493  PID         -  LH1493
 LH1493  STATE/COUNTY-  NE/ADAMS
 LH1493  COUNTRY     -  US
 LH1493  USGS QUAD   -  HASTINGS EAST (2017)
 LH1493
 LH1493                         *CURRENT SURVEY CONTROL
 LH1493  ______________________________________________________________________
 LH1493* NAD 83(1986) POSITION- 40 34 57.2    (N) 098 17 51.8    (W)   HD_HELD2
 LH1493* NAVD 88 ORTHO HEIGHT -   575.288 (meters)     1887.42  (feet) ADJUSTED
 LH1493  ______________________________________________________________________
 LH1493  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 LH1493  DYNAMIC HEIGHT  -        574.971 (meters)     1886.38  (feet) COMP
 LH1493  MODELED GRAVITY -    980,054.3   (mgal)                       NAVD 88
 LH1493
 LH1493  VERT ORDER      -  FIRST     CLASS II
 LH1493
 LH1493.The horizontal coordinates were established by autonomous hand held GPS
 LH1493.observations and have an estimated accuracy of +/- 10 meters.
 LH1493
 LH1493.The orthometric height was determined by differential leveling and
 LH1493.adjusted by the NATIONAL GEODETIC SURVEY
 LH1493.in May 1993.
 LH1493
 LH1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1493.GEOID18 height accuracy estimate available here.
 LH1493
 LH1493.Click photographs - Photos may exist for this station.
 LH1493
 LH1493.The dynamic height is computed by dividing the NAVD 88
 LH1493.geopotential number by the normal gravity value computed on the
 LH1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1493.degrees latitude (g = 980.6199 gals.).
 LH1493
 LH1493.The modeled gravity was interpolated from observed gravity values.
 LH1493
 LH1493;                    North         East    Units  Estimated Accuracy
 LH1493;SPC NE       -    84,604.      644,081.      MT  (+/- 10 meters HH2 GPS)
 LH1493
 LH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5943392655(NAD 83)
 LH1493
 LH1493                          SUPERSEDED SURVEY CONTROL
 LH1493
 LH1493.No superseded survey control is available for this station.
 LH1493
 LH1493_MARKER: F = FLANGE-ENCASED ROD
 LH1493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1493_STAMPING: Q 436 1991
 LH1493_MARK LOGO: NGS
 LH1493_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1493_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1493+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LH1493_ROD/PIPE-DEPTH: 9.2 meters
 LH1493_SLEEVE-DEPTH  : 0.9 meters
 LH1493
 LH1493  HISTORY     - Date     Condition        Report By
 LH1493  HISTORY     - 1991     MONUMENTED       NGS
 LH1493  HISTORY     - 20080408 GOOD             JCLS
 LH1493  HISTORY     - 20100427 GOOD             JEOCON
 LH1493
 LH1493                          STATION DESCRIPTION
 LH1493
 LH1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1493'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1493'U.S. HIGHWAY 281 IN HASTINGS, 24.7 M (81.0 FT) EAST OF THE NEAR RAIL
 LH1493'OF THE BURLINGTON NORTHERN RAILROAD, 23.1 M (75.8 FT) NORTH OF THE
 LH1493'HIGHWAY CENTERLINE, 11.5 M (37.7 FT) EAST-NORTHEAST OF A RAILROAD
 LH1493'SIGNAL CONTROL BOX, 1.2 M (3.9 FT) WEST OF A UTILITY POLE, AND 0.3 M
 LH1493'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1493'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LH1493'SPECIFICATIONS FOR A CLASS A MARK.
 LH1493
 LH1493                          STATION RECOVERY (2008)
 LH1493
 LH1493'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LH1493'RECOVERED IN GOOD CONDITION.
 LH1493
 LH1493                          STATION RECOVERY (2010)
 LH1493
 LH1493'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1271 ***********************************************************************
 LG1271  DESIGNATION -  Q 437
 LG1271  PID         -  LG1271
 LG1271  STATE/COUNTY-  NE/FILLMORE
 LG1271  COUNTRY     -  US
 LG1271  USGS QUAD   -  FAIRMONT (2017)
 LG1271
 LG1271                         *CURRENT SURVEY CONTROL
 LG1271  ______________________________________________________________________
 LG1271* NAD 83(1986) POSITION- 40 38 14.0    (N) 097 35 02.6    (W)   HD_HELD2
 LG1271* NAVD 88 ORTHO HEIGHT -   502.447 (meters)     1648.44  (feet) ADJUSTED
 LG1271  ______________________________________________________________________
 LG1271  GEOID HEIGHT    -        -26.552 (meters)                     GEOID18
 LG1271  DYNAMIC HEIGHT  -        502.171 (meters)     1647.54  (feet) COMP
 LG1271  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 LG1271
 LG1271  VERT ORDER      -  FIRST     CLASS II
 LG1271
 LG1271.The horizontal coordinates were established by autonomous hand held GPS
 LG1271.observations and have an estimated accuracy of +/- 10 meters.
 LG1271
 LG1271.The orthometric height was determined by differential leveling and
 LG1271.adjusted by the NATIONAL GEODETIC SURVEY
 LG1271.in May 1993.
 LG1271
 LG1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1271.GEOID18 height accuracy estimate available here.
 LG1271
 LG1271.Click photographs - Photos may exist for this station.
 LG1271
 LG1271.The dynamic height is computed by dividing the NAVD 88
 LG1271.geopotential number by the normal gravity value computed on the
 LG1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1271.degrees latitude (g = 980.6199 gals.).
 LG1271
 LG1271.The modeled gravity was interpolated from observed gravity values.
 LG1271
 LG1271;                    North         East    Units  Estimated Accuracy
 LG1271;SPC NE       -    92,110.      704,303.      MT  (+/- 10 meters HH2 GPS)
 LG1271
 LG1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1973599450(NAD 83)
 LG1271
 LG1271                          SUPERSEDED SURVEY CONTROL
 LG1271
 LG1271.No superseded survey control is available for this station.
 LG1271
 LG1271_MARKER: DV = VERTICAL CONTROL DISK
 LG1271_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1271_SP_SET: GRAIN ELEVATOR
 LG1271_STAMPING: Q 437 1991
 LG1271_MARK LOGO: NGS
 LG1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1271+STABILITY: POSITION/ELEVATION WELL
 LG1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1271+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 LG1271
 LG1271  HISTORY     - Date     Condition        Report By
 LG1271  HISTORY     - 1991     MONUMENTED       NGS
 LG1271  HISTORY     - 20150803 GOOD             NEGS
 LG1271
 LG1271                          STATION DESCRIPTION
 LG1271
 LG1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1271'IN FAIRMONT, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE GRAIN
 LG1271'ELEVATOR AT THE QUAD COUNTY COOPERATIVE AT 650 D STREET, 12.6 M (41.3
 LG1271'FT) NORTH OF THE CENTERLINE OF THE STREET, 3.8 M (12.5 FT) WEST OF
 LG1271'THE EXTENDED CENTER OF THE AVENUE, 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 LG1271'THE STREET, AND 0.9 M (3.0 FT) EAST OF THE SOUTHWEST CORNER OF THE
 LG1271'ELEVATOR.  NOTE--THE MARK IS ON PROPERTY OWNED BY QUAD COUNTY
 LG1271'COOPERATIVE, CONTACT VERLYN KUSKA, BRANCH MANAGER, 605 D STREET, POST
 LG1271'OFFICE BOX 308, FAIRMONT, NE 68354, TELEPHONE NUMBER (402) 268-2151.
 LG1271
 LG1271                          STATION RECOVERY (2015)
 LG1271
 LG1271'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (PS)
 LG1271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1313 ***********************************************************************
 LG1313  DESIGNATION -  Q 438
 LG1313  PID         -  LG1313
 LG1313  STATE/COUNTY-  NE/LANCASTER
 LG1313  COUNTRY     -  US
 LG1313  USGS QUAD   -  ROCA (2017)
 LG1313
 LG1313                         *CURRENT SURVEY CONTROL
 LG1313  ______________________________________________________________________
 LG1313* NAD 83(1986) POSITION- 40 42 56.46   (N) 096 42 34.36   (W)   HD_HELD1
 LG1313* NAVD 88 ORTHO HEIGHT -   365.693 (meters)     1199.78  (feet) ADJUSTED
 LG1313  ______________________________________________________________________
 LG1313  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 LG1313  DYNAMIC HEIGHT  -        365.536 (meters)     1199.26  (feet) COMP
 LG1313  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 LG1313
 LG1313  VERT ORDER      -  FIRST     CLASS II
 LG1313
 LG1313.The horizontal coordinates were determined by differentially corrected
 LG1313.hand held GPS observations or other comparable positioning techniques
 LG1313.and have an estimated accuracy of +/- 3 meters.
 LG1313
 LG1313.The orthometric height was determined by differential leveling and
 LG1313.adjusted by the NATIONAL GEODETIC SURVEY
 LG1313.in May 1993.
 LG1313
 LG1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1313.GEOID18 height accuracy estimate available here.
 LG1313
 LG1313.Click photographs - Photos may exist for this station.
 LG1313
 LG1313.The dynamic height is computed by dividing the NAVD 88
 LG1313.geopotential number by the normal gravity value computed on the
 LG1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1313.degrees latitude (g = 980.6199 gals.).
 LG1313
 LG1313.The modeled gravity was interpolated from observed gravity values.
 LG1313
 LG1313;                    North         East    Units  Estimated Accuracy
 LG1313;SPC NE       -   103,254.7     777,893.5     MT  (+/- 3 meters HH1 GPS) 
 LG1313
 LG1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9346309719(NAD 83)
 LG1313
 LG1313                          SUPERSEDED SURVEY CONTROL
 LG1313
 LG1313.No superseded survey control is available for this station.
 LG1313
 LG1313_MARKER: F = FLANGE-ENCASED ROD
 LG1313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1313_STAMPING: Q 438 1991
 LG1313_MARK LOGO: NGS
 LG1313_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1313+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2020
 LG1313_ROD/PIPE-DEPTH: 6.2 meters
 LG1313
 LG1313  HISTORY     - Date     Condition        Report By
 LG1313  HISTORY     - 1991     MONUMENTED       NGS
 LG1313  HISTORY     - 2002     GOOD             NEDR
 LG1313  HISTORY     - 20060822 GOOD             NEDR
 LG1313  HISTORY     - 20200304 GOOD             NEGS
 LG1313
 LG1313                          STATION DESCRIPTION
 LG1313
 LG1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1313'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1313'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 0.4 KM (0.25 MI)
 LG1313'NORTH OF THE INTERSECTION OF A GRAVELED ROAD, 27.6 M (90.6 FT) WEST
 LG1313'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5
 LG1313'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A
 LG1313'RIGHT-OF-WAY MARKER, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST.
 LG1313'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1313
 LG1313                          STATION RECOVERY (2002)
 LG1313
 LG1313'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1313'RECOVERED AS DESCRIBED.
 LG1313
 LG1313                          STATION RECOVERY (2006)
 LG1313
 LG1313'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG1313'RECOVERED IN GOOD CONDITION.
 LG1313
 LG1313                          STATION RECOVERY (2020)
 LG1313
 LG1313'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG1313'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 (HOMESTEAD
 LG1313'EXPRESSWAY) AND WARLICK BOULEVARD IN LINCOLN, NE, PROCEED SOUTH ON
 LG1313'U.S. HIGHWAY 77 APPROXIMATELY 2.19 MI (3.52 KM) TO THE STATION ON THE
 LG1313'RIGHT (WEST) SIDE OF THE HIGHWAY IN THE GRASS R.O.W.
 LG1313'
 LG1313'IT IS 2.0 FT (0.6 M) SOUTH OF A WITNESS POST, 2.0 FT (0.6 M) NORTH OF
 LG1313'ROW MARKER AND IS NEAR MILE POST 55+24 FOR HIGHWAY 77.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1340 ***********************************************************************
 LG1340  DESIGNATION -  Q 439
 LG1340  PID         -  LG1340
 LG1340  STATE/COUNTY-  NE/OTOE
 LG1340  COUNTRY     -  US
 LG1340  USGS QUAD   -  UNADILLA (2017)
 LG1340
 LG1340                         *CURRENT SURVEY CONTROL
 LG1340  ______________________________________________________________________
 LG1340* NAD 83(1986) POSITION- 40 42 41.88   (N) 096 18 13.03   (W)   HD_HELD1
 LG1340* NAVD 88 ORTHO HEIGHT -   341.232 (meters)     1119.53  (feet) ADJUSTED
 LG1340  ______________________________________________________________________
 LG1340  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 LG1340  DYNAMIC HEIGHT  -        341.078 (meters)     1119.02  (feet) COMP
 LG1340  MODELED GRAVITY -    980,163.6   (mgal)                       NAVD 88
 LG1340
 LG1340  VERT ORDER      -  FIRST     CLASS II
 LG1340
 LG1340.The horizontal coordinates were determined by differentially corrected
 LG1340.hand held GPS observations or other comparable positioning techniques
 LG1340.and have an estimated accuracy of +/- 3 meters.
 LG1340
 LG1340.The orthometric height was determined by differential leveling and
 LG1340.adjusted by the NATIONAL GEODETIC SURVEY
 LG1340.in May 1993.
 LG1340
 LG1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1340.GEOID18 height accuracy estimate available here.
 LG1340
 LG1340.Click photographs - Photos may exist for this station.
 LG1340
 LG1340.The dynamic height is computed by dividing the NAVD 88
 LG1340.geopotential number by the normal gravity value computed on the
 LG1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1340.degrees latitude (g = 980.6199 gals.).
 LG1340
 LG1340.The modeled gravity was interpolated from observed gravity values.
 LG1340
 LG1340;                    North         East    Units  Estimated Accuracy
 LG1340;SPC NE       -   104,190.6     812,175.1     MT  (+/- 3 meters HH1 GPS) 
 LG1340
 LG1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2776710243(NAD 83)
 LG1340
 LG1340                          SUPERSEDED SURVEY CONTROL
 LG1340
 LG1340.No superseded survey control is available for this station.
 LG1340
 LG1340_MARKER: F = FLANGE-ENCASED ROD
 LG1340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1340_STAMPING: Q 439 1991
 LG1340_MARK LOGO: NGS
 LG1340_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1340+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2020
 LG1340_ROD/PIPE-DEPTH: 6.9 meters
 LG1340
 LG1340  HISTORY     - Date     Condition        Report By
 LG1340  HISTORY     - 1991     MONUMENTED       NGS
 LG1340  HISTORY     - 20200922 GOOD             NEGS
 LG1340
 LG1340                          STATION DESCRIPTION
 LG1340
 LG1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1340'12.4 KM (7.70 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1340'STATE HIGHWAY 50 IN SYRACUSE, 36.8 M (120.7 FT) NORTHEAST OF THE
 LG1340'CENTERLINE OF THE HIGHWAY, 7.6 M (24.9 FT) NORTH OF THE EXTENDED
 LG1340'CENTER OF A GRAVELED ROAD LEADING EAST, 3.9 M (12.8 FT) SOUTH OF A
 LG1340'UTILITY POLE, 1.0 M (3.3 FT) EAST OF A WITNESS POST, 1.0 M (3.3 FT)
 LG1340'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LG1340'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1340
 LG1340                          STATION RECOVERY (2020)
 LG1340
 LG1340'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1340'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NORTH 20TH ROAD
 LG1340'NORTHWEST OF UNADILLA, NE., GO NORTHWEST ON NE. HIGHWAY 2 FOR 2.2 MI
 LG1340'(3.5 KM) TO THE MARK ON THE RIGHT (NORTH) AT MILE POST 481.12.  IT IS
 LG1340'2.5 FT (0.8 M) EAST-SOUTHEAST OF EAST THE EDGE OF FIBERGLASS WITNESS
 LG1340'POST, 2.3 FT (0.7 M) SOUTH OF A FENCE LINE, 23.5 FT (7.2 M)
 LG1340'NORTH-NORTHEAST OF TOP NE CORNER OF A R/W MARKER AND 150 FT (45.7 M)
 LG1340'NORTH OF THE CENTERLINE OF NE. HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1374 ***********************************************************************
 LG1374  DESIGNATION -  Q 440
 LG1374  PID         -  LG1374
 LG1374  STATE/COUNTY-  NE/LANCASTER
 LG1374  COUNTRY     -  US
 LG1374  USGS QUAD   -  LINCOLN (2017)
 LG1374
 LG1374                         *CURRENT SURVEY CONTROL
 LG1374  ______________________________________________________________________
 LG1374* NAD 83(1986) POSITION- 40 51 26.2    (N) 096 42 03.2    (W)   HD_HELD2
 LG1374* NAVD 88 ORTHO HEIGHT -   385.449 (meters)     1264.59  (feet) ADJUSTED
 LG1374  ______________________________________________________________________
 LG1374  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 LG1374  DYNAMIC HEIGHT  -        385.278 (meters)     1264.03  (feet) COMP
 LG1374  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 LG1374
 LG1374  VERT ORDER      -  FIRST     CLASS II
 LG1374
 LG1374.The horizontal coordinates were established by autonomous hand held GPS
 LG1374.observations and have an estimated accuracy of +/- 10 meters.
 LG1374
 LG1374.The orthometric height was determined by differential leveling and
 LG1374.adjusted by the NATIONAL GEODETIC SURVEY
 LG1374.in May 1993.
 LG1374
 LG1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1374.GEOID18 height accuracy estimate available here.
 LG1374
 LG1374.Click photographs - Photos may exist for this station.
 LG1374
 LG1374.The dynamic height is computed by dividing the NAVD 88
 LG1374.geopotential number by the normal gravity value computed on the
 LG1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1374.degrees latitude (g = 980.6199 gals.).
 LG1374
 LG1374.The modeled gravity was interpolated from observed gravity values.
 LG1374
 LG1374;                    North         East    Units  Estimated Accuracy
 LG1374;SPC NE       -   118,991.      778,024.      MT  (+/- 10 meters HH2 GPS)
 LG1374
 LG1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9378225457(NAD 83)
 LG1374
 LG1374                          SUPERSEDED SURVEY CONTROL
 LG1374
 LG1374.No superseded survey control is available for this station.
 LG1374
 LG1374_MARKER: F = FLANGE-ENCASED ROD
 LG1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1374_STAMPING: Q 440 1992
 LG1374_MARK LOGO: NGS
 LG1374_PROJECTION: FLUSH
 LG1374_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1374+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1374_ROD/PIPE-DEPTH: 7.1 meters
 LG1374
 LG1374  HISTORY     - Date     Condition        Report By
 LG1374  HISTORY     - 1992     MONUMENTED       NGS
 LG1374  HISTORY     - 20050402 GOOD             GEOCAC
 LG1374
 LG1374                          STATION DESCRIPTION
 LG1374
 LG1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1374'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR AND NORTH 14TH STREETS,
 LG1374'16.1 M (52.8 FT) EAST OF THE CENTERLINE OF NORTH 14TH STREET, 15.8 M
 LG1374'(51.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 LG1374'LANES OF SUPERIOR STREET, 6.5 M (21.3 FT) SOUTH-SOUTHEAST OF A
 LG1374'UTILITY LIGHT POLE, 2.8 M (9.2 FT) EAST OF A UTILITY POLE, AND 0.8 M
 LG1374'(2.6 FT) EAST OF THE EAST EDGE OF A SIDEWALK. NOTE--ACCESS TO THE
 LG1374'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1374
 LG1374                          STATION RECOVERY (2005)
 LG1374
 LG1374'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1374'ALSO 6.7 M (21.8 FT) EAST OF CENTER OF LINCOLN TELEPHONE
 LG1374'AND TELEGRAPH MANHOLE COVER.  LID OF LOGO CAP IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0588 ***********************************************************************
 NO0588  DESIGNATION -  Q 441
 NO0588  PID         -  NO0588
 NO0588  STATE/COUNTY-  NE/CHERRY
 NO0588  COUNTRY     -  US
 NO0588  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0588
 NO0588                         *CURRENT SURVEY CONTROL
 NO0588  ______________________________________________________________________
 NO0588* NAD 83(1986) POSITION- 42 54 43.     (N) 100 34 27.     (W)   SCALED
 NO0588* NAVD 88 ORTHO HEIGHT -   832.478 (meters)     2731.22  (feet) ADJUSTED
 NO0588  ______________________________________________________________________
 NO0588  GEOID HEIGHT    -        -21.915 (meters)                     GEOID18
 NO0588  DYNAMIC HEIGHT  -        832.150 (meters)     2730.15  (feet) COMP
 NO0588  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 NO0588
 NO0588  VERT ORDER      -  FIRST     CLASS II
 NO0588
 NO0588.The horizontal coordinates were scaled from a map and have
 NO0588.an estimated accuracy of +/- 6 seconds.
 NO0588
 NO0588.The orthometric height was determined by differential leveling and
 NO0588.adjusted by the NATIONAL GEODETIC SURVEY
 NO0588.in June 1994.
 NO0588
 NO0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0588.GEOID18 height accuracy estimate available here.
 NO0588
 NO0588.Click photographs - Photos may exist for this station.
 NO0588
 NO0588.The dynamic height is computed by dividing the NAVD 88
 NO0588.geopotential number by the normal gravity value computed on the
 NO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0588.degrees latitude (g = 980.6199 gals.).
 NO0588
 NO0588.The modeled gravity was interpolated from observed gravity values.
 NO0588
 NO0588;                    North         East    Units  Estimated Accuracy
 NO0588;SPC NE       -   342,000.      453,120.      MT  (+/- 180 meters Scaled)
 NO0588
 NO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN715522(NAD 83)
 NO0588
 NO0588                          SUPERSEDED SURVEY CONTROL
 NO0588
 NO0588.No superseded survey control is available for this station.
 NO0588
 NO0588_MARKER: I = METAL ROD
 NO0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0588_STAMPING: Q 441 1992
 NO0588_MARK LOGO: NGS
 NO0588_PROJECTION: FLUSH
 NO0588_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0588+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0588_ROD/PIPE-DEPTH: 3.0 meters
 NO0588
 NO0588  HISTORY     - Date     Condition        Report By
 NO0588  HISTORY     - 1992     MONUMENTED       NGS
 NO0588
 NO0588                          STATION DESCRIPTION
 NO0588
 NO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0588'4.0 KM (2.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0588'IN VALENTINE, 27.5 M (90.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0588'19.2 M (63.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 9.4 M (30.8
 NO0588'FT) NORTH OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 0.4 M (1.3
 NO0588'FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 NO0588'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0588'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3464 ***********************************************************************
 AI3464  DESIGNATION -  Q 442
 AI3464  PID         -  AI3464
 AI3464  STATE/COUNTY-  NE/RED WILLOW
 AI3464  COUNTRY     -  US
 AI3464  USGS QUAD   -  MCCOOK EAST (2017)
 AI3464
 AI3464                         *CURRENT SURVEY CONTROL
 AI3464  ______________________________________________________________________
 AI3464* NAD 83(1986) POSITION- 40 12 16.1    (N) 100 36 45.3    (W)   HD_HELD2
 AI3464* NAVD 88 ORTHO HEIGHT -   761.650 (meters)     2498.85  (feet) ADJUSTED
 AI3464  ______________________________________________________________________
 AI3464  GEOID HEIGHT    -        -23.984 (meters)                     GEOID18
 AI3464  DYNAMIC HEIGHT  -        761.147 (meters)     2497.20  (feet) COMP
 AI3464  MODELED GRAVITY -    979,939.3   (mgal)                       NAVD 88
 AI3464
 AI3464  VERT ORDER      -  SECOND    CLASS I
 AI3464
 AI3464.The horizontal coordinates were established by autonomous hand held GPS
 AI3464.observations and have an estimated accuracy of +/- 10 meters.
 AI3464
 AI3464.The orthometric height was determined by differential leveling and
 AI3464.adjusted by the NATIONAL GEODETIC SURVEY
 AI3464.in July 2002.
 AI3464
 AI3464.No vertical observational check was made to the station.
 AI3464
 AI3464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3464.GEOID18 height accuracy estimate available here.
 AI3464
 AI3464.Click photographs - Photos may exist for this station.
 AI3464
 AI3464.The dynamic height is computed by dividing the NAVD 88
 AI3464.geopotential number by the normal gravity value computed on the
 AI3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3464.degrees latitude (g = 980.6199 gals.).
 AI3464
 AI3464.The modeled gravity was interpolated from observed gravity values.
 AI3464
 AI3464;                    North         East    Units  Estimated Accuracy
 AI3464;SPC NE       -    41,394.      447,850.      MT  (+/- 10 meters HH2 GPS)
 AI3464
 AI3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6275851698(NAD 83)
 AI3464
 AI3464                          SUPERSEDED SURVEY CONTROL
 AI3464
 AI3464.No superseded survey control is available for this station.
 AI3464
 AI3464_MARKER: DV = VERTICAL CONTROL DISK
 AI3464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3464_SP_SET: CULVERT HEADWALL
 AI3464_STAMPING: Q 442 1999
 AI3464_MARK LOGO: NGS
 AI3464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3464+STABILITY: SURFACE MOTION
 AI3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3464+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 AI3464
 AI3464  HISTORY     - Date     Condition        Report By
 AI3464  HISTORY     - 1999     MONUMENTED       NGS
 AI3464  HISTORY     - 20050327 GOOD             GEOCAC
 AI3464  HISTORY     - 20120828 GOOD             INDIV
 AI3464
 AI3464                          STATION DESCRIPTION
 AI3464
 AI3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3464'0.3 KM (0.20 MI) NORTHERLY ALONG NORRIS AVENUE FROM THE COURTHOUSE IN
 AI3464'MCCOOK, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG H STREET, IN TOP OF AND
 AI3464'0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF
 AI3464'A CULVERT UNDER THE STREET, 10.0 M (32.8 FT) NORTH OF THE STREET
 AI3464'CENTER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE. NOTE--THE
 AI3464'MARK IS ON CITY STREET RIGHT-OF-WAY.
 AI3464
 AI3464                          STATION RECOVERY (2005)
 AI3464
 AI3464'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AI3464'RECOVERED IN GOOD CONDITION.
 AI3464
 AI3464                          STATION RECOVERY (2012)
 AI3464
 AI3464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 AI3464'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0261 ***********************************************************************
 MN0261  DESIGNATION -  Q 50
 MN0261  PID         -  MN0261
 MN0261  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0261  COUNTRY     -  US
 MN0261  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0261
 MN0261                         *CURRENT SURVEY CONTROL
 MN0261  ______________________________________________________________________
 MN0261* NAD 83(1986) POSITION- 41 52 12.75   (N) 103 39 42.75   (W)   HD_HELD1
 MN0261* NAVD 88 ORTHO HEIGHT -  1186.934 (meters)     3894.13  (feet) ADJUSTED
 MN0261  ______________________________________________________________________
 MN0261  GEOID HEIGHT    -        -18.928 (meters)                     GEOID18
 MN0261  DYNAMIC HEIGHT  -       1186.172 (meters)     3891.63  (feet) COMP
 MN0261  MODELED GRAVITY -    979,939.8   (mgal)                       NAVD 88
 MN0261
 MN0261  VERT ORDER      -  SECOND    CLASS 0
 MN0261
 MN0261.The horizontal coordinates were determined by differentially corrected
 MN0261.hand held GPS observations or other comparable positioning techniques
 MN0261.and have an estimated accuracy of +/- 3 meters.
 MN0261
 MN0261.The orthometric height was determined by differential leveling and
 MN0261.adjusted by the NATIONAL GEODETIC SURVEY
 MN0261.in June 1991.
 MN0261
 MN0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0261.GEOID18 height accuracy estimate available here.
 MN0261
 MN0261.Click photographs - Photos may exist for this station.
 MN0261
 MN0261.The dynamic height is computed by dividing the NAVD 88
 MN0261.geopotential number by the normal gravity value computed on the
 MN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0261.degrees latitude (g = 980.6199 gals.).
 MN0261
 MN0261.The modeled gravity was interpolated from observed gravity values.
 MN0261
 MN0261;                    North         East    Units  Estimated Accuracy
 MN0261;SPC NE       -   232,581.2     196,183.6     MT  (+/- 3 meters HH1 GPS) 
 MN0261
 MN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1104636231(NAD 83)
 MN0261
 MN0261                          SUPERSEDED SURVEY CONTROL
 MN0261
 MN0261  NGVD 29 (??/??/92) 1186.284  (m)         3892.00   (f) ADJ UNCH    2 0
 MN0261
 MN0261.Superseded values are not recommended for survey control.
 MN0261
 MN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0261.See file dsdata.pdf to determine how the superseded data were derived.
 MN0261
 MN0261_MARKER: DB = BENCH MARK DISK
 MN0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0261_SP_SET: WALL
 MN0261_STAMPING: Q 50 1934
 MN0261_MARK LOGO: CGS
 MN0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0261+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 MN0261
 MN0261  HISTORY     - Date     Condition        Report By
 MN0261  HISTORY     - 1934     MONUMENTED       CGS
 MN0261  HISTORY     - 1962     GOOD             CGS
 MN0261  HISTORY     - 20030924 GOOD             NGS
 MN0261  HISTORY     - 20170524 GOOD             GEOCAC
 MN0261
 MN0261                          STATION DESCRIPTION
 MN0261
 MN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0261'AT SCOTTSBLUFF.
 MN0261'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, IN THE SOUTH CONCRETE WALL
 MN0261'OF THE PUBLIC HIGH SCHOOL BUILDING, NEAR THE SOUTHWEST CORNER, 2.4
 MN0261'FEET EAST OF THE WEST FACE, AND ABOUT 4.7 FEET ABOVE THE SIDEWALK.
 MN0261'A STANDARD DISK, STAMPED Q 50 1934 AND SET VERTICALLY.
 MN0261
 MN0261                          STATION RECOVERY (1962)
 MN0261
 MN0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MN0261'RECOVERED IN GOOD CONDITION.
 MN0261
 MN0261                          STATION RECOVERY (2003)
 MN0261
 MN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0261'BLDG. IS NOW CALLED THE BLUFFS MIDDLE SCHOOL.
 MN0261
 MN0261                          STATION RECOVERY (2017)
 MN0261
 MN0261'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0116 ***********************************************************************
 MN0116  DESIGNATION -  Q 51
 MN0116  PID         -  MN0116
 MN0116  STATE/COUNTY-  NE/MORRILL
 MN0116  COUNTRY     -  US
 MN0116  USGS QUAD   -  BROADWATER (2017)
 MN0116
 MN0116                         *CURRENT SURVEY CONTROL
 MN0116  ______________________________________________________________________
 MN0116* NAD 83(1986) POSITION- 41 35 05.     (N) 102 49 19.     (W)   SCALED
 MN0116* NAVD 88 ORTHO HEIGHT -  1090.932 (meters)     3579.17  (feet) ADJUSTED
 MN0116  ______________________________________________________________________
 MN0116  GEOID HEIGHT    -        -19.671 (meters)                     GEOID18
 MN0116  DYNAMIC HEIGHT  -       1090.253 (meters)     3576.94  (feet) COMP
 MN0116  MODELED GRAVITY -    979,962.9   (mgal)                       NAVD 88
 MN0116
 MN0116  VERT ORDER      -  SECOND    CLASS 0
 MN0116
 MN0116.The horizontal coordinates were scaled from a map and have
 MN0116.an estimated accuracy of +/- 6 seconds.
 MN0116
 MN0116.The orthometric height was determined by differential leveling and
 MN0116.adjusted by the NATIONAL GEODETIC SURVEY
 MN0116.in June 1991.
 MN0116
 MN0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0116.GEOID18 height accuracy estimate available here.
 MN0116
 MN0116.Click photographs - Photos may exist for this station.
 MN0116
 MN0116.The dynamic height is computed by dividing the NAVD 88
 MN0116.geopotential number by the normal gravity value computed on the
 MN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0116.degrees latitude (g = 980.6199 gals.).
 MN0116
 MN0116.The modeled gravity was interpolated from observed gravity values.
 MN0116
 MN0116;                    North         East    Units  Estimated Accuracy
 MN0116;SPC NE       -   198,290.      264,810.      MT  (+/- 180 meters Scaled)
 MN0116
 MN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG815059(NAD 83)
 MN0116
 MN0116                          SUPERSEDED SURVEY CONTROL
 MN0116
 MN0116  NGVD 29 (??/??/92) 1090.395  (m)         3577.40   (f) ADJ UNCH    2 0
 MN0116
 MN0116.Superseded values are not recommended for survey control.
 MN0116
 MN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0116.See file dsdata.pdf to determine how the superseded data were derived.
 MN0116
 MN0116_MARKER: DB = BENCH MARK DISK
 MN0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0116_STAMPING: Q 51 1934
 MN0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0116+STABILITY: SURFACE MOTION
 MN0116
 MN0116  HISTORY     - Date     Condition        Report By
 MN0116  HISTORY     - 1934     MONUMENTED       CGS
 MN0116  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0116  HISTORY     - 20080222 MARK NOT FOUND   NEDR
 MN0116
 MN0116                          STATION DESCRIPTION
 MN0116
 MN0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0116'1.3 MI E FROM BROADWATER.
 MN0116'ABOUT 1.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0116'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 14 POLES EAST
 MN0116'OF MILEPOST 99, ABOUT 2 POLES EAST OF THE ENTRANCE TO A FARMHOUSE,
 MN0116'44 FEET SOUTH OF THE SOUTH RAIL, 128 FEET SOUTH OF THE CENTER
 MN0116'LINE OF U.S. HIGHWAY 26, AND 5 FEET NORTH OF THE RAILROAD
 MN0116'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 51 1934 AND
 MN0116'SET IN THE TOP OF A CONCRETE POST.
 MN0116
 MN0116                          STATION RECOVERY (1964)
 MN0116
 MN0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0116'MARK NOT FOUND.
 MN0116
 MN0116                          STATION RECOVERY (2008)
 MN0116
 MN0116'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 MN0116'UNION PACIFIC RAIL ROAD HAS ADD A SECOND TRACK SOUTH OF EXISTING AND
 MN0116'SERVICE ROAD, ALL GROUND AROUND SITE HAS BEEN DISTURBED, NO EVIDENCE
 MN0116'OF DICK OR CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0049 ***********************************************************************
 MN0049  DESIGNATION -  Q 53
 MN0049  PID         -  MN0049
 MN0049  STATE/COUNTY-  NE/GARDEN
 MN0049  COUNTRY     -  US
 MN0049  USGS QUAD   -  OSHKOSH (2017)
 MN0049
 MN0049                         *CURRENT SURVEY CONTROL
 MN0049  ______________________________________________________________________
 MN0049* NAD 83(1986) POSITION- 41 25 52.     (N) 102 20 50.     (W)   SCALED
 MN0049* NAVD 88 ORTHO HEIGHT -  1058.607 (meters)     3473.11  (feet) ADJUSTED
 MN0049  ______________________________________________________________________
 MN0049  GEOID HEIGHT    -        -20.038 (meters)                     GEOID18
 MN0049  DYNAMIC HEIGHT  -       1057.952 (meters)     3470.96  (feet) COMP
 MN0049  MODELED GRAVITY -    979,968.3   (mgal)                       NAVD 88
 MN0049
 MN0049  VERT ORDER      -  SECOND    CLASS 0
 MN0049
 MN0049.The horizontal coordinates were scaled from a map and have
 MN0049.an estimated accuracy of +/- 6 seconds.
 MN0049
 MN0049.The orthometric height was determined by differential leveling and
 MN0049.adjusted by the NATIONAL GEODETIC SURVEY
 MN0049.in June 1991.
 MN0049
 MN0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0049.GEOID18 height accuracy estimate available here.
 MN0049
 MN0049.Click photographs - Photos may exist for this station.
 MN0049
 MN0049.The dynamic height is computed by dividing the NAVD 88
 MN0049.geopotential number by the normal gravity value computed on the
 MN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0049.degrees latitude (g = 980.6199 gals.).
 MN0049
 MN0049.The modeled gravity was interpolated from observed gravity values.
 MN0049
 MN0049;                    North         East    Units  Estimated Accuracy
 MN0049;SPC NE       -   180,060.      303,900.      MT  (+/- 180 meters Scaled)
 MN0049
 MN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF216900(NAD 83)
 MN0049
 MN0049                          SUPERSEDED SURVEY CONTROL
 MN0049
 MN0049  NGVD 29 (??/??/92) 1058.108  (m)         3471.48   (f) ADJ UNCH    2 0
 MN0049
 MN0049.Superseded values are not recommended for survey control.
 MN0049
 MN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0049.See file dsdata.pdf to determine how the superseded data were derived.
 MN0049
 MN0049_MARKER: DB = BENCH MARK DISK
 MN0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0049_STAMPING: Q 53 1934
 MN0049_MARK LOGO: CGS
 MN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0049+STABILITY: SURFACE MOTION
 MN0049
 MN0049  HISTORY     - Date     Condition        Report By
 MN0049  HISTORY     - 1934     MONUMENTED       CGS
 MN0049  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0049
 MN0049                          STATION DESCRIPTION
 MN0049
 MN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0049'1.7 MI S FROM OSHKOSH.
 MN0049'1.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0049'OSHKOSH, GARDEN COUNTY, 192 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MN0049'A FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,  10
 MN0049'FEET EAST OF THE RIGHT-OF-WAY FENCE AND 3 FEET SOUTH OF AN
 MN0049'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED Q 53 1934 AND SET
 MN0049'IN THE TOP OF A CONCRETE POST.
 MN0049
 MN0049                          STATION RECOVERY (1971)
 MN0049
 MN0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0293 ***********************************************************************
 MN0293  DESIGNATION -  Q 54
 MN0293  PID         -  MN0293
 MN0293  STATE/COUNTY-  NE/BANNER
 MN0293  COUNTRY     -  US
 MN0293  USGS QUAD   -  HARRISBURG (2017)
 MN0293
 MN0293                         *CURRENT SURVEY CONTROL
 MN0293  ______________________________________________________________________
 MN0293* NAD 83(1986) POSITION- 41 31 50.     (N) 103 44 21.     (W)   SCALED
 MN0293* NAVD 88 ORTHO HEIGHT -  1431.606 (meters)     4696.86  (feet) ADJUSTED
 MN0293  ______________________________________________________________________
 MN0293  GEOID HEIGHT    -        -18.943 (meters)                     GEOID18
 MN0293  DYNAMIC HEIGHT  -       1430.557 (meters)     4693.42  (feet) COMP
 MN0293  MODELED GRAVITY -    979,840.9   (mgal)                       NAVD 88
 MN0293
 MN0293  VERT ORDER      -  SECOND    CLASS 0
 MN0293
 MN0293.The horizontal coordinates were scaled from a map and have
 MN0293.an estimated accuracy of +/- 6 seconds.
 MN0293
 MN0293.The orthometric height was determined by differential leveling and
 MN0293.adjusted by the NATIONAL GEODETIC SURVEY
 MN0293.in June 1991.
 MN0293
 MN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0293.GEOID18 height accuracy estimate available here.
 MN0293
 MN0293.Click photographs - Photos may exist for this station.
 MN0293
 MN0293.The dynamic height is computed by dividing the NAVD 88
 MN0293.geopotential number by the normal gravity value computed on the
 MN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0293.degrees latitude (g = 980.6199 gals.).
 MN0293
 MN0293.The modeled gravity was interpolated from observed gravity values.
 MN0293
 MN0293;                    North         East    Units  Estimated Accuracy
 MN0293;SPC NE       -   195,180.      188,140.      MT  (+/- 180 meters Scaled)
 MN0293
 MN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF051984(NAD 83)
 MN0293
 MN0293                          SUPERSEDED SURVEY CONTROL
 MN0293
 MN0293  NGVD 29 (??/??/92) 1430.888  (m)         4694.51   (f) ADJ UNCH    2 0
 MN0293
 MN0293.Superseded values are not recommended for survey control.
 MN0293
 MN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0293.See file dsdata.pdf to determine how the superseded data were derived.
 MN0293
 MN0293_MARKER: DB = BENCH MARK DISK
 MN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0293_STAMPING: Q 54 1934
 MN0293_MARK LOGO: CGS
 MN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0293+STABILITY: SURFACE MOTION
 MN0293
 MN0293  HISTORY     - Date     Condition        Report By
 MN0293  HISTORY     - 1934     MONUMENTED       CGS
 MN0293  HISTORY     - 1941     GOOD             CGS
 MN0293  HISTORY     - 1974     POOR             USGS
 MN0293
 MN0293                          STATION DESCRIPTION
 MN0293
 MN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0293'1.9 MI S FROM HARRISBURG.
 MN0293'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0293'AT HARRISBURG, BANNER COUNTY, ABOUT 0.7 MILE NORTH OF A BLUFF
 MN0293'IN A FIELD, AT THE TOP OF A HILL, 33 FEET WEST OF THE CENTER
 MN0293'LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A POLE, AND 4 FEET
 MN0293'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 54
 MN0293'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0293
 MN0293                          STATION RECOVERY (1941)
 MN0293
 MN0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0293'RECOVERED IN GOOD CONDITION.
 MN0293
 MN0293                          STATION RECOVERY (1974)
 MN0293
 MN0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0293'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0194 ***********************************************************************
 MN0194  DESIGNATION -  Q 55
 MN0194  PID         -  MN0194
 MN0194  STATE/COUNTY-  NE/MORRILL
 MN0194  COUNTRY     -  US
 MN0194  USGS QUAD   -  ROUNDHOUSE ROCK (2017)
 MN0194
 MN0194                         *CURRENT SURVEY CONTROL
 MN0194  ______________________________________________________________________
 MN0194* NAD 83(1986) POSITION- 41 35 01.     (N) 103 14 53.     (W)   SCALED
 MN0194* NAVD 88 ORTHO HEIGHT -  1184.002 (meters)     3884.51  (feet) ADJUSTED
 MN0194  ______________________________________________________________________
 MN0194  GEOID HEIGHT    -        -19.486 (meters)                     GEOID18
 MN0194  DYNAMIC HEIGHT  -       1183.231 (meters)     3881.98  (feet) COMP
 MN0194  MODELED GRAVITY -    979,931.2   (mgal)                       NAVD 88
 MN0194
 MN0194  VERT ORDER      -  SECOND    CLASS 0
 MN0194
 MN0194.The horizontal coordinates were scaled from a map and have
 MN0194.an estimated accuracy of +/- 6 seconds.
 MN0194
 MN0194.The orthometric height was determined by differential leveling and
 MN0194.adjusted by the NATIONAL GEODETIC SURVEY
 MN0194.in June 1991.
 MN0194
 MN0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0194.GEOID18 height accuracy estimate available here.
 MN0194
 MN0194.Click photographs - Photos may exist for this station.
 MN0194
 MN0194.The dynamic height is computed by dividing the NAVD 88
 MN0194.geopotential number by the normal gravity value computed on the
 MN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0194.degrees latitude (g = 980.6199 gals.).
 MN0194
 MN0194.The modeled gravity was interpolated from observed gravity values.
 MN0194
 MN0194;                    North         East    Units  Estimated Accuracy
 MN0194;SPC NE       -   199,410.      229,310.      MT  (+/- 180 meters Scaled)
 MN0194
 MN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG460050(NAD 83)
 MN0194
 MN0194                          SUPERSEDED SURVEY CONTROL
 MN0194
 MN0194  NGVD 29 (??/??/92) 1183.416  (m)         3882.59   (f) ADJ UNCH    2 0
 MN0194
 MN0194.Superseded values are not recommended for survey control.
 MN0194
 MN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0194.See file dsdata.pdf to determine how the superseded data were derived.
 MN0194
 MN0194_MARKER: DB = BENCH MARK DISK
 MN0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0194_STAMPING: Q 55 1934
 MN0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0194+STABILITY: SURFACE MOTION
 MN0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0194+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 MN0194
 MN0194  HISTORY     - Date     Condition        Report By
 MN0194  HISTORY     - 1934     MONUMENTED       CGS
 MN0194  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0194  HISTORY     - 20060627 GOOD             NEDR
 MN0194  HISTORY     - 20170905 GOOD             NEGS
 MN0194
 MN0194                          STATION DESCRIPTION
 MN0194
 MN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0194'1.2 MI E FROM REDINGTON.
 MN0194'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0194'AT REDINGTON, MORRILL COUNTY, 29 FEET EAST OF A NORTH-AND-SOUTH
 MN0194'FENCE LINE, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET
 MN0194'EAST OF A POLE.  A STANDARD DISK, STAMPED Q 55 1934 AND SET IN THE
 MN0194'TOP OF A CONCRETE POST.
 MN0194
 MN0194                          STATION RECOVERY (1972)
 MN0194
 MN0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0194'MARK NOT FOUND.
 MN0194
 MN0194                          STATION RECOVERY (2006)
 MN0194
 MN0194'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (TEA)
 MN0194'NEW DESCRIPTION
 MN0194'1.25 MILES EAST OF COUNTRY ROAD 81 ON HWY 88 (REDINGTON). STATION ON
 MN0194'NORTH SIDE ON ROAD IN FENCE LINE 67 FEET NORTH OF CENTERLINE HWY 88,
 MN0194'5.6 FEET NORTH OF RIGHT-OF-WAY LINE AND 138.9 FEET WEST SOUTHWEST OF
 MN0194'N.R.D. MODERATING WELL-24J.S, .2 FEET BELOW GROUND.
 MN0194
 MN0194                          STATION RECOVERY (2017)
 MN0194
 MN0194'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 MN0194'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0404 ***********************************************************************
 NP0404  DESIGNATION -  Q 57
 NP0404  PID         -  NP0404
 NP0404  STATE/COUNTY-  NE/BOX BUTTE
 NP0404  COUNTRY     -  US
 NP0404  USGS QUAD   -  HEMINGFORD (2017)
 NP0404
 NP0404                         *CURRENT SURVEY CONTROL
 NP0404  ______________________________________________________________________
 NP0404* NAD 83(1986) POSITION- 42 19 18.7    (N) 103 04 42.4    (W)   HD_HELD2
 NP0404* NAVD 88 ORTHO HEIGHT -  1305.248 (meters)     4282.30  (feet) ADJUSTED
 NP0404  ______________________________________________________________________
 NP0404  GEOID HEIGHT    -        -18.267 (meters)                     GEOID18
 NP0404  DYNAMIC HEIGHT  -       1304.484 (meters)     4279.79  (feet) COMP
 NP0404  MODELED GRAVITY -    979,990.9   (mgal)                       NAVD 88
 NP0404
 NP0404  VERT ORDER      -  FIRST     CLASS II
 NP0404
 NP0404.The horizontal coordinates were established by autonomous hand held GPS
 NP0404.observations and have an estimated accuracy of +/- 10 meters.
 NP0404
 NP0404.The orthometric height was determined by differential leveling and
 NP0404.adjusted by the NATIONAL GEODETIC SURVEY
 NP0404.in June 1991.
 NP0404
 NP0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0404.GEOID18 height accuracy estimate available here.
 NP0404
 NP0404.Click photographs - Photos may exist for this station.
 NP0404
 NP0404.The dynamic height is computed by dividing the NAVD 88
 NP0404.geopotential number by the normal gravity value computed on the
 NP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0404.degrees latitude (g = 980.6199 gals.).
 NP0404
 NP0404.The modeled gravity was interpolated from observed gravity values.
 NP0404
 NP0404;                    North         East    Units  Estimated Accuracy
 NP0404;SPC NE       -   280,816.      246,352.      MT  (+/- 10 meters HH2 GPS)
 NP0404
 NP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5833787301(NAD 83)
 NP0404
 NP0404                          SUPERSEDED SURVEY CONTROL
 NP0404
 NP0404  NGVD 29 (??/??/92) 1304.620  (m)         4280.24   (f) ADJ UNCH    1 2
 NP0404
 NP0404.Superseded values are not recommended for survey control.
 NP0404
 NP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0404.See file dsdata.pdf to determine how the superseded data were derived.
 NP0404
 NP0404_MARKER: DB = BENCH MARK DISK
 NP0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0404_SP_SET: BUILDING
 NP0404_STAMPING: Q 57 1934
 NP0404_MARK LOGO: CGS
 NP0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0404
 NP0404  HISTORY     - Date     Condition        Report By
 NP0404  HISTORY     - 1934     MONUMENTED       CGS
 NP0404  HISTORY     - 1956     GOOD             CGS
 NP0404  HISTORY     - 1985     GOOD             NGS
 NP0404
 NP0404                          STATION DESCRIPTION
 NP0404
 NP0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0404'0.3 MI W FROM HEMINGFORD.
 NP0404'0.3 MILE WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE AT
 NP0404'HEMINGFORD, AT THE PUBLIC SCHOOL, 7 FEET EAST OF THE CENTER OF
 NP0404'THE SOUTH ENTRANCE, 5.0 FEET ABOVE THE GROUND, SET VERTICALLY
 NP0404'IN THE SOUTH WALL OF THE SCHOOL BUILDING, IN SECTION 7, TOWNSHIP
 NP0404'27 NORTH, RANGE 49 WEST.
 NP0404
 NP0404                          STATION RECOVERY (1985)
 NP0404
 NP0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0768 ***********************************************************************
 ML0768  DESIGNATION -  Q 60
 ML0768  PID         -  ML0768
 ML0768  STATE/COUNTY-  NE/CUSTER
 ML0768  COUNTRY     -  US
 ML0768  USGS QUAD   -  EDDYVILLE NW (2017)
 ML0768
 ML0768                         *CURRENT SURVEY CONTROL
 ML0768  ______________________________________________________________________
 ML0768* NAD 83(1986) POSITION- 41 10 01.     (N) 099 44 52.     (W)   SCALED
 ML0768* NAVD 88 ORTHO HEIGHT -   766.236 (meters)     2513.89  (feet) ADJUSTED
 ML0768  ______________________________________________________________________
 ML0768  GEOID HEIGHT    -        -23.024 (meters)                     GEOID18
 ML0768  DYNAMIC HEIGHT  -        765.816 (meters)     2512.51  (feet) COMP
 ML0768  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 ML0768
 ML0768  VERT ORDER      -  SECOND    CLASS 0
 ML0768
 ML0768.The horizontal coordinates were scaled from a map and have
 ML0768.an estimated accuracy of +/- 6 seconds.
 ML0768
 ML0768.The orthometric height was determined by differential leveling and
 ML0768.adjusted by the NATIONAL GEODETIC SURVEY
 ML0768.in June 1991.
 ML0768
 ML0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0768.GEOID18 height accuracy estimate available here.
 ML0768
 ML0768.Click photographs - Photos may exist for this station.
 ML0768
 ML0768.The dynamic height is computed by dividing the NAVD 88
 ML0768.geopotential number by the normal gravity value computed on the
 ML0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0768.degrees latitude (g = 980.6199 gals.).
 ML0768
 ML0768.The modeled gravity was interpolated from observed gravity values.
 ML0768
 ML0768;                    North         East    Units  Estimated Accuracy
 ML0768;SPC NE       -   148,100.      521,160.      MT  (+/- 180 meters Scaled)
 ML0768
 ML0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML372575(NAD 83)
 ML0768
 ML0768                          SUPERSEDED SURVEY CONTROL
 ML0768
 ML0768  NGVD 29 (??/??/92)  765.966  (m)         2513.01   (f) ADJ UNCH    2 0
 ML0768
 ML0768.Superseded values are not recommended for survey control.
 ML0768
 ML0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0768.See file dsdata.pdf to determine how the superseded data were derived.
 ML0768
 ML0768_MARKER: DB = BENCH MARK DISK
 ML0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0768_STAMPING: Q 60 1934
 ML0768_MARK LOGO: CGS
 ML0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0768+STABILITY: SURFACE MOTION
 ML0768
 ML0768  HISTORY     - Date     Condition        Report By
 ML0768  HISTORY     - 1934     MONUMENTED       CGS
 ML0768  HISTORY     - 1938     GOOD             CGS
 ML0768
 ML0768                          STATION DESCRIPTION
 ML0768
 ML0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0768'2.3 MI NW FROM OCONTO.
 ML0768'ALONG STATE HIGHWAY 21.  0.15 MILES SOUTH AND AROUND CURVE FROM
 ML0768'FARM HOUSE ON WEST SIDE OF HIGHWAY, ON A 0.2 MILE STRETCH OF
 ML0768'STRAIGHT ROAD BETWEEN TWO CURVES, 42 FEET EAST OF CENTER LINE
 ML0768'OF HIGHWAY, 4 FEET WEST OF RIGHT OF WAY FENCE, SET ON A LEVEL
 ML0768'PIECE OF GROUND WHICH IS SURROUNDED BY SMALL HILLS.  STANDARD
 ML0768'DISK SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0100 ***********************************************************************
 NP0100  DESIGNATION -  Q 61
 NP0100  PID         -  NP0100
 NP0100  STATE/COUNTY-  NE/SHERIDAN
 NP0100  COUNTRY     -  US
 NP0100  USGS QUAD   -  LAKESIDE (2017)
 NP0100
 NP0100                         *CURRENT SURVEY CONTROL
 NP0100  ______________________________________________________________________
 NP0100* NAD 83(1986) POSITION- 42 03 23.00   (N) 102 22 50.63   (W)   HD_HELD1
 NP0100* NAVD 88 ORTHO HEIGHT -  1183.755 (meters)     3883.70  (feet) ADJUSTED
 NP0100  ______________________________________________________________________
 NP0100  GEOID HEIGHT    -        -18.913 (meters)                     GEOID18
 NP0100  DYNAMIC HEIGHT  -       1183.071 (meters)     3881.46  (feet) COMP
 NP0100  MODELED GRAVITY -    980,003.3   (mgal)                       NAVD 88
 NP0100
 NP0100  VERT ORDER      -  SECOND    CLASS 0
 NP0100
 NP0100.The horizontal coordinates were determined by differentially corrected
 NP0100.hand held GPS observations or other comparable positioning techniques
 NP0100.and have an estimated accuracy of +/- 3 meters.
 NP0100
 NP0100.The orthometric height was determined by differential leveling and
 NP0100.adjusted by the NATIONAL GEODETIC SURVEY
 NP0100.in June 1991.
 NP0100
 NP0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0100.GEOID18 height accuracy estimate available here.
 NP0100
 NP0100.Click photographs - Photos may exist for this station.
 NP0100
 NP0100.The dynamic height is computed by dividing the NAVD 88
 NP0100.geopotential number by the normal gravity value computed on the
 NP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0100.degrees latitude (g = 980.6199 gals.).
 NP0100
 NP0100.The modeled gravity was interpolated from observed gravity values.
 NP0100
 NP0100;                    North         East    Units  Estimated Accuracy
 NP0100;SPC NE       -   249,531.8     303,012.0     MT  (+/- 3 meters HH1 GPS) 
 NP0100
 NP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1673759356(NAD 83)
 NP0100
 NP0100                          SUPERSEDED SURVEY CONTROL
 NP0100
 NP0100  NGVD 29 (??/??/92) 1183.196  (m)         3881.87   (f) ADJ UNCH    2 0
 NP0100
 NP0100.Superseded values are not recommended for survey control.
 NP0100
 NP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0100.See file dsdata.pdf to determine how the superseded data were derived.
 NP0100
 NP0100_MARKER: DB = BENCH MARK DISK
 NP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0100_STAMPING: Q 61 1934
 NP0100_MARK LOGO: CGS
 NP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0100+STABILITY: SURFACE MOTION
 NP0100
 NP0100  HISTORY     - Date     Condition        Report By
 NP0100  HISTORY     - 1934     MONUMENTED       CGS
 NP0100  HISTORY     - 1940     GOOD             CGS
 NP0100  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0100
 NP0100                          STATION DESCRIPTION
 NP0100
 NP0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0100'2.3 MI E FROM LAKE SIDE.
 NP0100'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0100'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 0.3 MILE EAST OF
 NP0100'MILEPOST 340, AT A STRIP OF LAND BETWEEN THE TRACK AND STATE
 NP0100'HIGHWAY 2, OPPOSITE A HIGHWAY CURVE TO THE SOUTH, 46.7 FEET
 NP0100'SOUTH OF THE SOUTH RAIL, 3.0 FEET EAST OF A 4- BY 4-INCH WHITE
 NP0100'POST PROJECTING 2.0 FEET ABOVE GROUND, AND 5.0 FEET LOWER THAN
 NP0100'THE TRACK.  A STANDARD DISK, STAMPED Q 61 1934 AND SET IN THE
 NP0100'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0100
 NP0100                          STATION RECOVERY (2007)
 NP0100
 NP0100'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0100'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH3531 ***********************************************************************
 AH3531  FBN         -  This is a Federal Base Network Control Station.
 AH3531  DESIGNATION -  Q 62 RESET
 AH3531  PID         -  AH3531
 AH3531  STATE/COUNTY-  NE/GRANT
 AH3531  COUNTRY     -  US
 AH3531  USGS QUAD   -  HIRE SW (2017)
 AH3531
 AH3531                         *CURRENT SURVEY CONTROL
 AH3531  ______________________________________________________________________
 AH3531* NAD 83(2011) POSITION- 42 01 55.18945(N) 101 25 36.15181(W)   ADJUSTED
 AH3531* NAD 83(2011) ELLIP HT-  1050.686 (meters)        (06/27/12)   ADJUSTED
 AH3531* NAD 83(2011) EPOCH   -  2010.00
 AH3531* NAVD 88 ORTHO HEIGHT -  1070.64  (meters)     3512.6   (feet) RESET
 AH3531  ______________________________________________________________________
 AH3531  GEOID HEIGHT    -        -19.933 (meters)                     GEOID18
 AH3531  NAD 83(2011) X  -   -940,131.608 (meters)                     COMP
 AH3531  NAD 83(2011) Y  - -4,651,341.618 (meters)                     COMP
 AH3531  NAD 83(2011) Z  -  4,248,947.813 (meters)                     COMP
 AH3531  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 AH3531  VERT ORDER      -  THIRD
 AH3531
 AH3531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3531  Standards:
 AH3531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3531  -------------------------------------------------------------------
 AH3531  NETWORK    0.34   1.04           0.16   0.11   0.53     -0.02888955
 AH3531  -------------------------------------------------------------------
 AH3531  Click here for local accuracies and other accuracy information.
 AH3531
 AH3531.The horizontal coordinates were established by GPS observations
 AH3531.and adjusted by the National Geodetic Survey in June 2012.
 AH3531
 AH3531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3531.been affixed to the stable North American tectonic plate. See 
 AH3531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3531
 AH3531.The horizontal coordinates are valid at the epoch date displayed above
 AH3531.which is a decimal equivalence of Year/Month/Day.
 AH3531
 AH3531.The orthometric height was computed from unverified reset data.
 AH3531
 AH3531.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3531.GEOID18 height accuracy estimate available here.
 AH3531
 AH3531.Click photographs - Photos may exist for this station.
 AH3531
 AH3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3531
 AH3531.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3531
 AH3531.The ellipsoidal height was determined by GPS observations
 AH3531.and is referenced to NAD 83.
 AH3531
 AH3531. The following values were computed from the NAD 83(2011) position.
 AH3531
 AH3531;                    North         East     Units Scale Factor Converg.
 AH3531;SPC NE       -   245,085.425   381,896.043   MT  0.99970070   -0 56 43.7
 AH3531;SPC NE       -   804,084.43  1,252,937.27   sFT  0.99970070   -0 56 43.7
 AH3531;UTM  14      - 4,656,178.007   299,120.141   MT  1.00009656   -1 37 31.2
 AH3531
 AH3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3531!SPC NE       -   0.99983524  x   0.99970070  =   0.99953599
 AH3531!UTM  14      -   0.99983524  x   1.00009656  =   0.99993178
 AH3531
 AH3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9912056178(NAD 83)
 AH3531
 AH3531                          SUPERSEDED SURVEY CONTROL
 AH3531
 AH3531  NAD 83(2007)-  42 01 55.18928(N)    101 25 36.15282(W) AD(2002.00) 0
 AH3531  ELLIP H (02/10/07) 1050.713  (m)                       GP(2002.00)    
 AH3531  ELLIP H (07/10/01) 1050.715  (m)                       GP(       ) 4 1
 AH3531  NAD 83(1995)-  42 01 55.18888(N)    101 25 36.15262(W) AD(       ) B
 AH3531  ELLIP H (08/21/98) 1050.726  (m)                       GP(       ) 3 1
 AH3531  NAVD 88            1070.64   (m)         3512.6    (f) LEVELING    3  
 AH3531  NAVD 88 (08/21/98) 1070.6    (m)  GEOID96  model used  GPS OBS        
 AH3531
 AH3531.Superseded values are not recommended for survey control.
 AH3531
 AH3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3531.See file dsdata.pdf to determine how the superseded data were derived.
 AH3531
 AH3531_MARKER: DV = VERTICAL CONTROL DISK
 AH3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3531_STAMPING: Q 62 RESET 1998
 AH3531_MARK LOGO: NGS
 AH3531_PROJECTION: FLUSH
 AH3531_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AH3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3531+STABILITY: SURFACE MOTION
 AH3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3531+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 AH3531
 AH3531  HISTORY     - Date     Condition        Report By
 AH3531  HISTORY     - 1998     MONUMENTED       LOCENG
 AH3531  HISTORY     - 20000510 GOOD             NGS
 AH3531  HISTORY     - 20070423 GOOD             NEDR
 AH3531  HISTORY     - 20121113 GOOD             GCT
 AH3531  HISTORY     - 20150325 GOOD             INDIV
 AH3531  HISTORY     - 20160217 GOOD             NEGS
 AH3531  HISTORY     - 20170120 GOOD             COMPDA
 AH3531  HISTORY     - 20200128 GOOD             NEGS
 AH3531
 AH3531                          STATION DESCRIPTION
 AH3531
 AH3531'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (DHB)
 AH3531'THE MARK IS 5 MILES (8.0 KM) EAST OF WHITMAN, ON THE SOUTH
 AH3531'RIGHT-OF-WAY OF STATE HIGHWAY 2, 66 M (216.5 FT) WEST OF THE
 AH3531'GRANT-HOOKER COUNTY LINE AND IN THE NE1/4, SEC25, T24N, R36W.  IT IS A
 AH3531'STANDARD DISK, SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS 45.2
 AH3531'M (148.3 FT) WEST OF THE CENTERLINE OF AN ASPHALT DRIVE INTO A
 AH3531'PASTURE, 38.5 M (126.3 FT) WEST-NORTHWEST OF A FENCE CORNER, 31.2 M
 AH3531'(102.4 FT) WEST-NORTHWEST OF THE TOP OF A BRACE POST FOR A SIGN, 27.45
 AH3531'M (90.06 FT) NORTH OF AND EAST-WEST FENCE LINE, 22.55 M (73.98 FT)
 AH3531'EAST OF A BURIED CABLE MARKER POST, 18.4 M (60.4 FT) SOUTH OF THE
 AH3531'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A CONCRETE
 AH3531'RIGHT-OF-WAY MARKER POST, 03.  M (9.8 FT) NORTH OF A METAL WITNESS
 AH3531'POST AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. NOTE-THIS
 AH3531'MARK IS ALSO WAS SURVEYED TO B-ORDER HORIZONTAL ACCURACY.
 AH3531
 AH3531                          STATION RECOVERY (2000)
 AH3531
 AH3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AH3531'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF HYANNIS, 5.0 MI
 AH3531'(8.0 KM) EAST OF WHITMAN ON THE RIGHT OF WAY OF STATE HIGHWAY 2. TO
 AH3531'REACH FROM THE POST OFFICE IN WHITMAN, GO SOUTH ON PAVED ROAD FOR 0.05
 AH3531'MI (0.08 KM) CROSSING THE RAILROAD TRACKS CONTINUE SOUTH FOR 0.1 MI
 AH3531'(0.2 KM) TO A CROSSROAD, STATE HIGHWAY 2, TURN LEFT EAST ON HIGHWAY 2
 AH3531'FOR 5.1 MI (8.2 KM) TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 AH3531'THE HOOKER-GRANT COUNTY LINE, 73.9 FT (22.5 M) EAST OF A WOODEN BURIED
 AH3531'CABLE MARKER WITH A JUNCTION BOX, 59.3 FT (18.1 M) SOUTH OF THE CENTER
 AH3531'LINE OF THE HIGHWAY, 15.8 FT (4.8 M) NORTH OF A POWER POLE, 1.0 FT
 AH3531'(0.3 M) SOUTH OF A CARSONITE WITNESS POST, 1.0 FT (0.3 M) NORTH OF A
 AH3531'METAL WITNESS POST, 1.0 FT (0.3 M) WEST OF A RIGHT OF WAY MARKER.
 AH3531'STATION IS SET FLUSH WITH THE GROUND.
 AH3531
 AH3531                          STATION RECOVERY (2007)
 AH3531
 AH3531'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 AH3531'RECOVERED IN GOOD CONDITION.
 AH3531
 AH3531                          STATION RECOVERY (2012)
 AH3531
 AH3531'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 AH3531'OPUS SOLUTION AVAILABLE.
 AH3531
 AH3531                          STATION RECOVERY (2015)
 AH3531
 AH3531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 AH3531'RECOVERED AS DESCRIBED.
 AH3531
 AH3531                          STATION RECOVERY (2016)
 AH3531
 AH3531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 AH3531'RECOVERED IN GOOD CONDITION
 AH3531
 AH3531                          STATION RECOVERY (2017)
 AH3531
 AH3531'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 AH3531'RECOVERED IN GOOD CONDITION.
 AH3531
 AH3531                          STATION RECOVERY (2020)
 AH3531
 AH3531'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 AH3531'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND CORROTHERS AVENUE
 AH3531'IN WHITMAN, NE. - GO EAST ON N-2 APPROXIMATELY 5.0 MI (8.0 KM) TO MILE
 AH3531'POST 164+39 AND THE STATION ON THE RIGHT (SOUTH).  IT IS 27.0 FT (8.2
 AH3531'M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 2 AND 1.0 FT (0.3 M) SOUTH
 AH3531'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0184 ***********************************************************************
 MM0184  DESIGNATION -  Q 63
 MM0184  PID         -  MM0184
 MM0184  STATE/COUNTY-  NE/THOMAS
 MM0184  COUNTRY     -  US
 MM0184  USGS QUAD   -  THEDFORD (2017)
 MM0184
 MM0184                         *CURRENT SURVEY CONTROL
 MM0184  ______________________________________________________________________
 MM0184* NAD 83(1986) POSITION- 41 58 40.34   (N) 100 34 25.59   (W)   HD_HELD1
 MM0184* NAVD 88 ORTHO HEIGHT -   868.233 (meters)     2848.53  (feet) ADJUSTED
 MM0184  ______________________________________________________________________
 MM0184  GEOID HEIGHT    -        -21.717 (meters)                     GEOID18
 MM0184  DYNAMIC HEIGHT  -        867.786 (meters)     2847.06  (feet) COMP
 MM0184  MODELED GRAVITY -    980,078.0   (mgal)                       NAVD 88
 MM0184
 MM0184  VERT ORDER      -  SECOND    CLASS 0
 MM0184
 MM0184.The horizontal coordinates were determined by differentially corrected
 MM0184.hand held GPS observations or other comparable positioning techniques
 MM0184.and have an estimated accuracy of +/- 3 meters.
 MM0184
 MM0184.The orthometric height was determined by differential leveling and
 MM0184.adjusted by the NATIONAL GEODETIC SURVEY
 MM0184.in June 1991.
 MM0184
 MM0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0184.GEOID18 height accuracy estimate available here.
 MM0184
 MM0184.Click photographs - Photos may exist for this station.
 MM0184
 MM0184.The dynamic height is computed by dividing the NAVD 88
 MM0184.geopotential number by the normal gravity value computed on the
 MM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0184.degrees latitude (g = 980.6199 gals.).
 MM0184
 MM0184.The modeled gravity was interpolated from observed gravity values.
 MM0184
 MM0184;                    North         East    Units  Estimated Accuracy
 MM0184;SPC NE       -   238,258.7     452,460.8     MT  (+/- 3 meters HH1 GPS) 
 MM0184
 MM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6961648517(NAD 83)
 MM0184
 MM0184                          SUPERSEDED SURVEY CONTROL
 MM0184
 MM0184  NGVD 29 (??/??/92)  867.918  (m)         2847.49   (f) ADJ UNCH    2 0
 MM0184
 MM0184.Superseded values are not recommended for survey control.
 MM0184
 MM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0184.See file dsdata.pdf to determine how the superseded data were derived.
 MM0184
 MM0184_MARKER: DB = BENCH MARK DISK
 MM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0184_STAMPING: Q 63 1934
 MM0184_MARK LOGO: CGS
 MM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0184+STABILITY: SURFACE MOTION
 MM0184
 MM0184  HISTORY     - Date     Condition        Report By
 MM0184  HISTORY     - 1934     MONUMENTED       CGS
 MM0184  HISTORY     - 1982     GOOD             NEDR
 MM0184  HISTORY     - 20141024 GOOD             INDIV
 MM0184
 MM0184                          STATION DESCRIPTION
 MM0184
 MM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0184'AT THEDFORD.
 MM0184'AT THEDFORD, THOMAS COUNTY, AT THE COUNTY COURTHOUSE, 24.2
 MM0184'FEET WEST OF THE CENTERLINE OF THE SOUTH ENTRANCE, 3.2 FEET
 MM0184'SOUTHEAST OF THE SOUTHWEST CORNER, AND 2.4 FEET SOUTHJ OF THE
 MM0184'SOUTH SIDE OF THE BUILDING.  A STANDARD DISK, STAMPED Q 63 1934
 MM0184'AND SET IN THE TOP OF A CONCRETE POST.
 MM0184
 MM0184                          STATION RECOVERY (1982)
 MM0184
 MM0184'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 MM0184'RECOVERED IN GOOD CONDITION.
 MM0184
 MM0184                          STATION RECOVERY (2014)
 MM0184
 MM0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 MM0184'FOUND IN GOOD CONDITION IN MIDDLE OF NEW SIDEWALK,FLUSH. A NEW
 MM0184'COURTHOUSE WAS ESTABLISHED IN 2001 WITH NEW TIES, NORTH 180 FT.TO
 MM0184'CENTERLINE HWY 2,WEST 137 FT. TO CENTERLINE WALNUT ST. WSW 23.40 FT.
 MM0184'TO NW CORNER OF COURTHOUSE, SOUTH 5.70 FT. TO NORTH WALL OF
 MM0184'COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0163 ***********************************************************************
 MM0163  DESIGNATION -  Q 64
 MM0163  PID         -  MM0163
 MM0163  STATE/COUNTY-  NE/THOMAS
 MM0163  COUNTRY     -  US
 MM0163  USGS QUAD   -  THEDFORD (2017)
 MM0163
 MM0163                         *CURRENT SURVEY CONTROL
 MM0163  ______________________________________________________________________
 MM0163* NAD 83(1995) POSITION- 41 52 50.69428(N) 100 34 42.30628(W)   ADJUSTED
 MM0163* NAD 83(1995) ELLIP HT-   878.012 (meters)        (06/27/02)   ADJUSTED
 MM0163* NAVD 88 ORTHO HEIGHT -   899.682 (meters)     2951.71  (feet) ADJUSTED
 MM0163  ______________________________________________________________________
 MM0163  GEOID HEIGHT    -        -21.655 (meters)                     GEOID18
 MM0163  NAD 83(1995) X  -   -873,204.475 (meters)                     COMP
 MM0163  NAD 83(1995) Y  - -4,675,666.555 (meters)                     COMP
 MM0163  NAD 83(1995) Z  -  4,236,337.420 (meters)                     COMP
 MM0163  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 MM0163  DYNAMIC HEIGHT  -        899.211 (meters)     2950.16  (feet) COMP
 MM0163  MODELED GRAVITY -    980,067.5   (mgal)                       NAVD 88
 MM0163
 MM0163  HORZ ORDER      -  FIRST
 MM0163  VERT ORDER      -  SECOND    CLASS 0
 MM0163  ELLP ORDER      -  FOURTH    CLASS I
 MM0163
 MM0163.The horizontal coordinates were established by GPS observations
 MM0163.and adjusted by the National Geodetic Survey in August 1997.
 MM0163
 MM0163.The orthometric height was determined by differential leveling and
 MM0163.adjusted by the NATIONAL GEODETIC SURVEY
 MM0163.in June 1991.
 MM0163
 MM0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0163.GEOID18 height accuracy estimate available here.
 MM0163
 MM0163.Click photographs - Photos may exist for this station.
 MM0163
 MM0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0163
 MM0163.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0163
 MM0163.The ellipsoidal height was determined by GPS observations
 MM0163.and is referenced to NAD 83.
 MM0163
 MM0163.The dynamic height is computed by dividing the NAVD 88
 MM0163.geopotential number by the normal gravity value computed on the
 MM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0163.degrees latitude (g = 980.6199 gals.).
 MM0163
 MM0163.The modeled gravity was interpolated from observed gravity values.
 MM0163
 MM0163. The following values were computed from the NAD 83(1995) position.
 MM0163
 MM0163;                    North         East     Units Scale Factor Converg.
 MM0163;SPC NE       -   227,477.153   452,003.947   MT  0.99967995   -0 22 59.9
 MM0163;SPC NE       -   746,314.63  1,482,949.62   sFT  0.99967995   -0 22 59.9
 MM0163;UTM  14      - 4,637,740.457   369,033.526   MT  0.99981106   -1 03 13.9
 MM0163
 MM0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0163!SPC NE       -   0.99986231  x   0.99967995  =   0.99954230
 MM0163!UTM  14      -   0.99986231  x   0.99981106  =   0.99967339
 MM0163
 MM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6903337740(NAD 83)
 MM0163
 MM0163                          SUPERSEDED SURVEY CONTROL
 MM0163
 MM0163  ELLIP H (08/18/97)  878.048  (m)                       GP(       ) 4 1
 MM0163  ELLIP H (01/07/93)  877.571  (m)                       GP(       ) 4 2
 MM0163  NAD 83(1986)-  41 52 50.69999(N)    100 34 42.31288(W) AD(       ) 1
 MM0163  NGVD 29 (??/??/92)  899.368  (m)         2950.68   (f) ADJ UNCH    2 0
 MM0163  NGVD 29 (02/23/90)  899.     (m)  RAPSU86  model used  GPS OBS        
 MM0163
 MM0163.Superseded values are not recommended for survey control.
 MM0163
 MM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0163.See file dsdata.pdf to determine how the superseded data were derived.
 MM0163
 MM0163_MARKER: DB = BENCH MARK DISK
 MM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0163_STAMPING: Q 64 1934
 MM0163_MARK LOGO: CGS
 MM0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0163+STABILITY: SURFACE MOTION
 MM0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0163+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 MM0163
 MM0163  HISTORY     - Date     Condition        Report By
 MM0163  HISTORY     - 1934     MONUMENTED       CGS
 MM0163  HISTORY     - 19890522 GOOD             NGS
 MM0163
 MM0163                          STATION DESCRIPTION
 MM0163
 MM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0163'7.6 MI S FROM THEDFORD.
 MM0163'ABOUT 7.6 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0163'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0163'COUNTY, ABOUT 1.6 MILES SOUTHWEST OF A SCHOOLHOUSE, ABOUT 62
 MM0163'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET NORTHEAST
 MM0163'OF A FENCE CORNER, AND 3.0 FEET EAST OF THE FENCE.  A STANDARD
 MM0163'DISK, STAMPED Q 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0163
 MM0163                          STATION RECOVERY (1989)
 MM0163
 MM0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0163'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) SOUTH OF THEDFORD, 1.5
 MM0163'KM (0.95 MI) WEST OF U.S. HIGHWAY 83, AT A FENCE CORNER IN A PASTURE.
 MM0163'OWNERSHIP--BILL SCRANTON, THEDFORD, NE 69201, TELEPHONE IS
 MM0163'308-645-2548.
 MM0163'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THEDFORD, GO NORTH
 MM0163'ON WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH STATE
 MM0163'HIGHWAY 2.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 2 FOR 1.29 KM
 MM0163'(0.80 MI) TO THE JUNCTION WITH U.S. HIGHWAY 83 SOUTH, ON THE RIGHT.
 MM0163'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 83 FOR 9.66 KM (6.00 MI) TO A
 MM0163'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.80 KM
 MM0163'(0.50 MI) TO A PASTURE ENTRANCE AND WIRE GATE ON THE LEFT.  TURN LEFT,
 MM0163'PASS THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD FOR 1.36 KM
 MM0163'(0.85 MI) TO ANOTHER WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 MM0163'SOUTH FOR 0.06 KM (0.05 MI) TO ANOTHER WIRE GATE.  PASS THROUGH THE
 MM0163'GATE AND CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO A FORK WHERE THE MAIN
 MM0163'TRACK ROAD BEARS WEST AND A DIM TRACK ROAD CONTINUES SOUTH AND THE
 MM0163'STATION ON THE RIGHT NEAR A FENCE CORNER.
 MM0163'THE STATION MARK IS SET 19.8 M (65.0 FT) WEST OF THE APPROXIMATE
 MM0163'CENTER OF THE MAIN TRACK ROAD, 1.6 M (5.2 FT) NORTHEAST OF THE FENCE
 MM0163'CORNER, 1.05 M (3.4 FT) EAST OF A NORTH-SOUTH FENCE, 0.91 M (3.0 FT)
 MM0163'EAST OF A WITNESS POST AND PROJECTS 0.2 M (0.7 FT) ABOVE THE SURFACE.
 MM0163'DESCRIBED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0468 ***********************************************************************
 NN0468  DESIGNATION -  Q 67
 NN0468  PID         -  NN0468
 NN0468  STATE/COUNTY-  NE/BROWN
 NN0468  COUNTRY     -  US
 NN0468  USGS QUAD   -  RAVEN (2017)
 NN0468
 NN0468                         *CURRENT SURVEY CONTROL
 NN0468  ______________________________________________________________________
 NN0468* NAD 83(1986) POSITION- 42 16 54.     (N) 099 50 51.     (W)   SCALED
 NN0468* NAVD 88 ORTHO HEIGHT -   808.315 (meters)     2651.95  (feet) ADJUSTED
 NN0468  ______________________________________________________________________
 NN0468  GEOID HEIGHT    -        -22.350 (meters)                     GEOID18
 NN0468  DYNAMIC HEIGHT  -        807.951 (meters)     2650.75  (feet) COMP
 NN0468  MODELED GRAVITY -    980,144.1   (mgal)                       NAVD 88
 NN0468
 NN0468  VERT ORDER      -  SECOND    CLASS 0
 NN0468
 NN0468.The horizontal coordinates were scaled from a map and have
 NN0468.an estimated accuracy of +/- 6 seconds.
 NN0468
 NN0468.The orthometric height was determined by differential leveling and
 NN0468.adjusted by the NATIONAL GEODETIC SURVEY
 NN0468.in June 1991.
 NN0468
 NN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0468.GEOID18 height accuracy estimate available here.
 NN0468
 NN0468.Click photographs - Photos may exist for this station.
 NN0468
 NN0468.The dynamic height is computed by dividing the NAVD 88
 NN0468.geopotential number by the normal gravity value computed on the
 NN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0468.degrees latitude (g = 980.6199 gals.).
 NN0468
 NN0468.The modeled gravity was interpolated from observed gravity values.
 NN0468
 NN0468;                    North         East    Units  Estimated Accuracy
 NN0468;SPC NE       -   271,850.      512,580.      MT  (+/- 180 meters Scaled)
 NN0468
 NN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM301813(NAD 83)
 NN0468
 NN0468                          SUPERSEDED SURVEY CONTROL
 NN0468
 NN0468  NGVD 29 (??/??/92)  808.016  (m)         2650.97   (f) ADJ UNCH    2 0
 NN0468
 NN0468.Superseded values are not recommended for survey control.
 NN0468
 NN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0468.See file dsdata.pdf to determine how the superseded data were derived.
 NN0468
 NN0468_MARKER: DB = BENCH MARK DISK
 NN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0468_STAMPING: Q 67 1935
 NN0468_MARK LOGO: CGS
 NN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0468+STABILITY: SURFACE MOTION
 NN0468
 NN0468  HISTORY     - Date     Condition        Report By
 NN0468  HISTORY     - 1935     MONUMENTED       CGS
 NN0468  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0468
 NN0468                          STATION DESCRIPTION
 NN0468
 NN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0468'18.9 MI S FROM AINSWORTH.
 NN0468'ABOUT 18.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0468'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 0.4 MILE SOUTH OF THE
 NN0468'M. KAISER FARMHOUSE, AT A CURVE, AT THE CROSSING OF A ROW OF
 NN0468'POLES, ABOUT 87 FEET NORTHEAST OF U.S.G.L.O. IRON PIPE STAMPED
 NN0468'T 27 N R 22 W S 26, 42 FEET EAST OF THE CENTER LINE OF THE
 NN0468'HIGHWAY, AND 3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NN0468'DISK, STAMPED Q 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0468
 NN0468                          STATION RECOVERY (1975)
 NN0468
 NN0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0110 ***********************************************************************
 MM0110  DESIGNATION -  Q 7
 MM0110  PID         -  MM0110
 MM0110  STATE/COUNTY-  NE/LINCOLN
 MM0110  COUNTRY     -  US
 MM0110  USGS QUAD   -  HERSHEY WEST (2017)
 MM0110
 MM0110                         *CURRENT SURVEY CONTROL
 MM0110  ______________________________________________________________________
 MM0110* NAD 83(1986) POSITION- 41 09 33.     (N) 101 00 12.     (W)   SCALED
 MM0110* NAVD 88 ORTHO HEIGHT -   885.134 (meters)     2903.98  (feet) ADJUSTED
 MM0110  ______________________________________________________________________
 MM0110  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 MM0110  DYNAMIC HEIGHT  -        884.608 (meters)     2902.25  (feet) COMP
 MM0110  MODELED GRAVITY -    979,999.4   (mgal)                       NAVD 88
 MM0110
 MM0110  VERT ORDER      -  FIRST     CLASS II
 MM0110
 MM0110.The horizontal coordinates were scaled from a map and have
 MM0110.an estimated accuracy of +/- 6 seconds.
 MM0110
 MM0110.The orthometric height was determined by differential leveling and
 MM0110.adjusted by the NATIONAL GEODETIC SURVEY
 MM0110.in June 1991.
 MM0110
 MM0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0110.GEOID18 height accuracy estimate available here.
 MM0110
 MM0110.Click photographs - Photos may exist for this station.
 MM0110
 MM0110.The dynamic height is computed by dividing the NAVD 88
 MM0110.geopotential number by the normal gravity value computed on the
 MM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0110.degrees latitude (g = 980.6199 gals.).
 MM0110
 MM0110.The modeled gravity was interpolated from observed gravity values.
 MM0110
 MM0110;                    North         East    Units  Estimated Accuracy
 MM0110;SPC NE       -   147,690.      415,820.      MT  (+/- 180 meters Scaled)
 MM0110
 MM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL319583(NAD 83)
 MM0110
 MM0110                          SUPERSEDED SURVEY CONTROL
 MM0110
 MM0110  NGVD 29 (02/14/92)  884.754  (m)         2902.73   (f) ADJUSTED    1 2
 MM0110  NGVD 29 (??/??/87)  884.766  (m)         2902.77   (f) SUPERSEDED  1 2
 MM0110
 MM0110.Superseded values are not recommended for survey control.
 MM0110
 MM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0110.See file dsdata.pdf to determine how the superseded data were derived.
 MM0110
 MM0110_MARKER: DB = BENCH MARK DISK
 MM0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0110_STAMPING: Q 7 1933 2902.770
 MM0110_MARK LOGO: CGS
 MM0110_PROJECTION: FLUSH
 MM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0110+STABILITY: SURFACE MOTION
 MM0110
 MM0110  HISTORY     - Date     Condition        Report By
 MM0110  HISTORY     - 1933     MONUMENTED       CGS
 MM0110  HISTORY     - 1934     GOOD             CGS
 MM0110  HISTORY     - 1986     GOOD             NGS
 MM0110
 MM0110                          STATION DESCRIPTION
 MM0110
 MM0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0110'AT HERSHEY.
 MM0110'AT HERSHEY, LINCOLN COUNTY, ABOUT 125 FEET WEST OF THE WEST
 MM0110'END OF THE UNION PACIFIC RAILROAD STATION, ABOUT 6 POLES EAST
 MM0110'OF MILEPOST 297, 40 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MM0110'MAIN TRACK, 14.2 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH
 MM0110'SIDETRACK, IN LINE WITH A ROW OF POLES, AND 2 FEET EAST OF A
 MM0110'POLE.  A STANDARD DISK, STAMPED 2902.770 Q 7 1933 AND SET IN
 MM0110'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0110
 MM0110                          STATION RECOVERY (1934)
 MM0110
 MM0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0110'RECOVERED IN GOOD CONDITION.
 MM0110
 MM0110                          STATION RECOVERY (1986)
 MM0110
 MM0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0110'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HERSHEY,
 MM0110'NEAR THE JUNCTION OF LINCOLN AVENUE AND RAILROAD STREET, ABOUT A 1/2
 MM0110'BLOCK WEST OF LINCOLN AVENUE AND THE 4TH POWER POLE EAST OF RAILROAD
 MM0110'MILEPOLE 297, 12.2 METERS (40 FT) NORTH OF THE NORTH RAIL OF THE MAIN
 MM0110'TRACK, 4.1 METERS (13.3 FT) SOUTH OF THE SOUTH RAIL OF A SPUR TRACK
 MM0110'AND 1.3 METERS (4.2 FT) WEST OF THE POWER POLE.
 MM0110'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 MM0110'THE MARK IS 0.2 M BELOW THE SPUR TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0553 ***********************************************************************
 ML0553  DESIGNATION -  Q 70
 ML0553  PID         -  ML0553
 ML0553  STATE/COUNTY-  NE/WHEELER
 ML0553  COUNTRY     -  US
 ML0553  USGS QUAD   -  BARTLETT (2017)
 ML0553
 ML0553                         *CURRENT SURVEY CONTROL
 ML0553  ______________________________________________________________________
 ML0553* NAD 83(1995) POSITION- 41 59 12.99137(N) 098 30 34.34303(W)   ADJUSTED
 ML0553* NAVD 88 ORTHO HEIGHT -   626.827 (meters)     2056.51  (feet) ADJUSTED
 ML0553  ______________________________________________________________________
 ML0553  GEOID HEIGHT    -        -24.125 (meters)                     GEOID18
 ML0553  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 ML0553  DYNAMIC HEIGHT  -        626.557 (meters)     2055.63  (feet) COMP
 ML0553  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 ML0553
 ML0553  HORZ ORDER      -  THIRD
 ML0553  VERT ORDER      -  SECOND    CLASS 0
 ML0553
 ML0553.The horizontal coordinates were established by classical geodetic methods
 ML0553.and adjusted by the National Geodetic Survey in August 1997.
 ML0553
 ML0553.The orthometric height was determined by differential leveling and
 ML0553.adjusted by the NATIONAL GEODETIC SURVEY
 ML0553.in June 1991.
 ML0553
 ML0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0553.GEOID18 height accuracy estimate available here.
 ML0553
 ML0553.Click photographs - Photos may exist for this station.
 ML0553
 ML0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0553
 ML0553.The dynamic height is computed by dividing the NAVD 88
 ML0553.geopotential number by the normal gravity value computed on the
 ML0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0553.degrees latitude (g = 980.6199 gals.).
 ML0553
 ML0553.The modeled gravity was interpolated from observed gravity values.
 ML0553
 ML0553. The following values were computed from the NAD 83(1995) position.
 ML0553
 ML0553;                    North         East     Units Scale Factor Converg.
 ML0553;SPC NE       -   240,172.298   623,467.075   MT  0.99969379   +0 59 15.8
 ML0553;SPC NE       -   787,965.28  2,045,491.56   sFT  0.99969379   +0 59 15.8
 ML0553;UTM  14      - 4,648,442.742   540,627.109   MT  0.99962031   +0 19 41.2
 ML0553
 ML0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0553!SPC NE       -   0.99990548  x   0.99969379  =   0.99959930
 ML0553!UTM  14      -   0.99990548  x   0.99962031  =   0.99952583
 ML0553
 ML0553:                Primary Azimuth Mark                     Grid Az
 ML0553:SPC NE       -  AZ WINDMILL NE                           049 14 15.5
 ML0553:UTM  14      -  AZ WINDMILL NE                           049 53 50.1
 ML0553
 ML0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4062748442(NAD 83)
 ML0553
 ML0553|---------------------------------------------------------------------|
 ML0553| PID    Reference Object                     Distance      Geod. Az  |
 ML0553|                                                           dddmmss.s |
 ML0553| CN7782 AZ WINDMILL NE                                     0501331.3 |
 ML0553| CN7785 AZ WINDMILL NW                                     2962523.8 |
 ML0553|---------------------------------------------------------------------|
 ML0553
 ML0553                          SUPERSEDED SURVEY CONTROL
 ML0553
 ML0553  NAD 83(1986)-  41 59 12.99678(N)    098 30 34.34925(W) AD(       ) 3
 ML0553  NAD 27      -  41 59 12.98924(N)    098 30 33.04084(W) AD(       ) 3
 ML0553  NGVD 29 (??/??/92)  626.596  (m)         2055.76   (f) ADJ UNCH    2 0
 ML0553
 ML0553.Superseded values are not recommended for survey control.
 ML0553
 ML0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0553.See file dsdata.pdf to determine how the superseded data were derived.
 ML0553
 ML0553_MARKER: DB = BENCH MARK DISK
 ML0553_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0553_STAMPING: Q 70 1935
 ML0553_MARK LOGO: CGS
 ML0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0553
 ML0553  HISTORY     - Date     Condition        Report By
 ML0553  HISTORY     - 1935     MONUMENTED       CGS
 ML0553  HISTORY     - 1938     GOOD             CGS
 ML0553  HISTORY     - 1961     GOOD             USGS
 ML0553
 ML0553                          STATION DESCRIPTION
 ML0553
 ML0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0553'BARTLETT, 7.0 MI N. AND 2.0 MI E. OF, T. 23 N., R. 10 W., NEAR COR.
 ML0553'SECS. 5, 6, 7 AND 8, 34 FT S. AND 110 FT W. OF, AND 0.7 FT LOWER THAN
 ML0553'CENTER OF T - RD. S.  A STANDARD DISK IN THE TOP OF A CONCRETE POST
 ML0553'AND STAMPED---Q 70 1935---.  AZIMUTH TO WINDMILL ABOUT 1.0 MI DISTANT
 ML0553'--N 63 DEG 35 MIN 10 SEC W.  AZIMUTH TO WINDMILL ABOUT 0.5 MI
 ML0553'DISTANT--N 50 DEG 13 MIN E.
 ML0553
 ML0553                          STATION RECOVERY (1938)
 ML0553
 ML0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 ML0553'11.2 MI W FROM PARK CENTER.
 ML0553'11.2 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0553'NO. 53, BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 2.0 MILES
 ML0553'EAST OF THE JUNCTION WITH U.S. HIGHWAY NO. 281, 0.3 OF A MILE
 ML0553'EAST OF A CONCRETE BRIDGE ON STATE HIGHWAY NO. 53, 118 FEET WEST
 ML0553'OF THE CENTER OF A T ROAD, 79.5 FEET WEST OF THE RIGHT OF WAY
 ML0553'CORNER POST, 35.8 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.0
 ML0553'FOOT BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK SET
 ML0553'HORIZONTAL IN A PRECAST CONCRETE POST.  NOTE-- 7.0 MILES N AND
 ML0553'2.0 MILES E OF T 23 N R 10 W NEAR CORNER SECTIONS 5, 6, 7, AND 8.
 ML0553
 ML0553                          STATION RECOVERY (1961)
 ML0553
 ML0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML0553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0611 ***********************************************************************
 ML0611  DESIGNATION -  Q 71
 ML0611  PID         -  ML0611
 ML0611  STATE/COUNTY-  NE/GARFIELD
 ML0611  COUNTRY     -  US
 ML0611  USGS QUAD   -  BURWELL (2017)
 ML0611
 ML0611                         *CURRENT SURVEY CONTROL
 ML0611  ______________________________________________________________________
 ML0611* NAD 83(1986) POSITION- 41 46 10.     (N) 099 11 34.     (W)   SCALED
 ML0611* NAVD 88 ORTHO HEIGHT -   667.712 (meters)     2190.65  (feet) ADJUSTED
 ML0611  ______________________________________________________________________
 ML0611  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 ML0611  DYNAMIC HEIGHT  -        667.388 (meters)     2189.59  (feet) COMP
 ML0611  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 ML0611
 ML0611  VERT ORDER      -  SECOND    CLASS 0
 ML0611
 ML0611.The horizontal coordinates were scaled from a map and have
 ML0611.an estimated accuracy of +/- 6 seconds.
 ML0611
 ML0611.The orthometric height was determined by differential leveling and
 ML0611.adjusted by the NATIONAL GEODETIC SURVEY
 ML0611.in June 1991.
 ML0611
 ML0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0611.GEOID18 height accuracy estimate available here.
 ML0611
 ML0611.Click photographs - Photos may exist for this station.
 ML0611
 ML0611.The dynamic height is computed by dividing the NAVD 88
 ML0611.geopotential number by the normal gravity value computed on the
 ML0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0611.degrees latitude (g = 980.6199 gals.).
 ML0611
 ML0611.The modeled gravity was interpolated from observed gravity values.
 ML0611
 ML0611;                    North         East    Units  Estimated Accuracy
 ML0611;SPC NE       -   215,270.      567,100.      MT  (+/- 180 meters Scaled)
 ML0611
 ML0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM839241(NAD 83)
 ML0611
 ML0611                          SUPERSEDED SURVEY CONTROL
 ML0611
 ML0611  NGVD 29 (??/??/92)  667.450  (m)         2189.79   (f) ADJ UNCH    2 0
 ML0611
 ML0611.Superseded values are not recommended for survey control.
 ML0611
 ML0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0611.See file dsdata.pdf to determine how the superseded data were derived.
 ML0611
 ML0611_MARKER: DB = BENCH MARK DISK
 ML0611_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0611_STAMPING: Q 71 1935
 ML0611_MARK LOGO: CGS
 ML0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0611
 ML0611  HISTORY     - Date     Condition        Report By
 ML0611  HISTORY     - 1935     MONUMENTED       CGS
 ML0611  HISTORY     - 1952     MARK NOT FOUND   CGS
 ML0611
 ML0611                          STATION DESCRIPTION
 ML0611
 ML0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0611'3.4 MI SW FROM BURWELL.
 ML0611'3.44 MILES SOUTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0611'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, IN THE SOUTHWEST CORNER
 ML0611'OF THE SCHOOLYARD OF RIVERSIDE DISTRICT SCHOOL NO. 1, 68.8
 ML0611'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 ML0611'47.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 14.4 FEET
 ML0611'NORTH OF THE RIGHT OF WAY FENCE.
 ML0611
 ML0611                          STATION RECOVERY (1952)
 ML0611
 ML0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ML0611'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0883 ***********************************************************************
 ML0883  DESIGNATION -  Q 72
 ML0883  PID         -  ML0883
 ML0883  STATE/COUNTY-  NE/BLAINE
 ML0883  COUNTRY     -  US
 ML0883  USGS QUAD   -  BREWSTER NW (2017)
 ML0883
 ML0883                         *CURRENT SURVEY CONTROL
 ML0883  ______________________________________________________________________
 ML0883* NAD 83(1986) POSITION- 41 55 40.     (N) 099 53 57.     (W)   SCALED
 ML0883* NAVD 88 ORTHO HEIGHT -   776.395 (meters)     2547.22  (feet) ADJUSTED
 ML0883  ______________________________________________________________________
 ML0883  GEOID HEIGHT    -        -22.402 (meters)                     GEOID18
 ML0883  DYNAMIC HEIGHT  -        776.019 (meters)     2545.99  (feet) COMP
 ML0883  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 ML0883
 ML0883  VERT ORDER      -  SECOND    CLASS 0
 ML0883
 ML0883.The horizontal coordinates were scaled from a map and have
 ML0883.an estimated accuracy of +/- 6 seconds.
 ML0883
 ML0883.The orthometric height was determined by differential leveling and
 ML0883.adjusted by the NATIONAL GEODETIC SURVEY
 ML0883.in June 1991.
 ML0883
 ML0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0883.GEOID18 height accuracy estimate available here.
 ML0883
 ML0883.Click photographs - Photos may exist for this station.
 ML0883
 ML0883.The dynamic height is computed by dividing the NAVD 88
 ML0883.geopotential number by the normal gravity value computed on the
 ML0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0883.degrees latitude (g = 980.6199 gals.).
 ML0883
 ML0883.The modeled gravity was interpolated from observed gravity values.
 ML0883
 ML0883;                    North         East    Units  Estimated Accuracy
 ML0883;SPC NE       -   232,540.      508,360.      MT  (+/- 180 meters Scaled)
 ML0883
 ML0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM254421(NAD 83)
 ML0883
 ML0883                          SUPERSEDED SURVEY CONTROL
 ML0883
 ML0883  NGVD 29 (??/??/92)  776.111  (m)         2546.29   (f) ADJ UNCH    2 0
 ML0883
 ML0883.Superseded values are not recommended for survey control.
 ML0883
 ML0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0883.See file dsdata.pdf to determine how the superseded data were derived.
 ML0883
 ML0883_MARKER: DB = BENCH MARK DISK
 ML0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0883_STAMPING: Q 72 1935
 ML0883_MARK LOGO: CGS
 ML0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0883+STABILITY: SURFACE MOTION
 ML0883
 ML0883  HISTORY     - Date     Condition        Report By
 ML0883  HISTORY     - 1935     MONUMENTED       CGS
 ML0883  HISTORY     - 1939     GOOD             CGS
 ML0883
 ML0883                          STATION DESCRIPTION
 ML0883
 ML0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0883'2 MI SW FROM BREWSTER.
 ML0883'2.05 MILES SOUTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0883'HIGHWAY 7 BETWEEN BREWSTER AND DUNNING, 38 FEET NORTHEAST OF THE
 ML0883'CENTER LINE OF THE HIGHWAY, ON LEVEL PIECE OF LAND 4 FEET SOUTH
 ML0883'OF CORNER POST AT POINT WHERE FENCE MEETS AT AN ANGLE.
 ML0883
 ML0883                          STATION RECOVERY (1939)
 ML0883
 ML0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0075 ***********************************************************************
 NP0075  DESIGNATION -  Q 74
 NP0075  PID         -  NP0075
 NP0075  STATE/COUNTY-  NE/SHERIDAN
 NP0075  COUNTRY     -  US
 NP0075  USGS QUAD   -  ELLSWORTH (2017)
 NP0075
 NP0075                         *CURRENT SURVEY CONTROL
 NP0075  ______________________________________________________________________
 NP0075* NAD 83(1986) POSITION- 42 04 35.55   (N) 102 15 12.50   (W)   HD_HELD1
 NP0075* NAVD 88 ORTHO HEIGHT -  1192.468 (meters)     3912.29  (feet) ADJUSTED
 NP0075  ______________________________________________________________________
 NP0075  GEOID HEIGHT    -        -18.982 (meters)                     GEOID18
 NP0075  DYNAMIC HEIGHT  -       1191.773 (meters)     3910.01  (feet) COMP
 NP0075  MODELED GRAVITY -    979,998.5   (mgal)                       NAVD 88
 NP0075
 NP0075  VERT ORDER      -  SECOND    CLASS 0
 NP0075
 NP0075.The horizontal coordinates were determined by differentially corrected
 NP0075.hand held GPS observations or other comparable positioning techniques
 NP0075.and have an estimated accuracy of +/- 3 meters.
 NP0075
 NP0075.The orthometric height was determined by differential leveling and
 NP0075.adjusted by the NATIONAL GEODETIC SURVEY
 NP0075.in June 1991.
 NP0075
 NP0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0075.GEOID18 height accuracy estimate available here.
 NP0075
 NP0075.Click photographs - Photos may exist for this station.
 NP0075
 NP0075.The dynamic height is computed by dividing the NAVD 88
 NP0075.geopotential number by the normal gravity value computed on the
 NP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0075.degrees latitude (g = 980.6199 gals.).
 NP0075
 NP0075.The modeled gravity was interpolated from observed gravity values.
 NP0075
 NP0075;                    North         East    Units  Estimated Accuracy
 NP0075;SPC NE       -   251,486.6     313,597.6     MT  (+/- 3 meters HH1 GPS) 
 NP0075
 NP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2719761925(NAD 83)
 NP0075
 NP0075                          SUPERSEDED SURVEY CONTROL
 NP0075
 NP0075  NGVD 29 (??/??/92) 1191.903  (m)         3910.44   (f) ADJ UNCH    2 0
 NP0075
 NP0075.Superseded values are not recommended for survey control.
 NP0075
 NP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0075.See file dsdata.pdf to determine how the superseded data were derived.
 NP0075
 NP0075_MARKER: DB = BENCH MARK DISK
 NP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0075_STAMPING: Q 74 1934
 NP0075_MARK LOGO: CGS
 NP0075_PROJECTION: RECESSED 15 CENTIMETERS
 NP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0075+STABILITY: SURFACE MOTION
 NP0075
 NP0075  HISTORY     - Date     Condition        Report By
 NP0075  HISTORY     - 1934     MONUMENTED       CGS
 NP0075  HISTORY     - 1940     GOOD             CGS
 NP0075  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0075
 NP0075                          STATION DESCRIPTION
 NP0075
 NP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0075'2 MI N FROM ELLSWORTH.
 NP0075'2.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0075'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0075'COUNTY, AT THE ENTRANCE TO THE DUNOHOE FARM, 29 FEET SOUTH
 NP0075'OF THE SOUTH END OF A GATE, 25 FEET EAST OF THE CENTERLINE
 NP0075'OF THE HIGHWAY, AND 1-1/2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 NP0075'A STANDARD DISK, STAMPED Q 74 1934 AND SET IN THE TOP OF A
 NP0075'CONCRETE POST.  TO REACH, FROM STATION AT ELLSWORTH, PROCEED
 NP0075'NORTHEAST ON ELLSWORTH-GORDON ROAD, GO 2.0 MILES TO MARK ON
 NP0075'RIGHT SIDE OF ROAD.  BENCH MARK IS LOCATED AT THE ENTRANCE TO
 NP0075'DUNOHOES FARM, 29.3 FEET SOUTH OF THE SOUTH END OF GATE, 25
 NP0075'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF
 NP0075'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.3 FEET
 NP0075'WEST OF NORTH-SOUTH FENCE.  MONUMENT IS COVERED OVER WITH
 NP0075'0.5 FOOT OF DRIFT SAND.
 NP0075
 NP0075                          STATION RECOVERY (2007)
 NP0075
 NP0075'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0062 ***********************************************************************
 NP0062  DESIGNATION -  Q 75
 NP0062  PID         -  NP0062
 NP0062  STATE/COUNTY-  NE/SHERIDAN
 NP0062  COUNTRY     -  US
 NP0062  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0062
 NP0062                         *CURRENT SURVEY CONTROL
 NP0062  ______________________________________________________________________
 NP0062* NAD 83(1986) POSITION- 42 35 42.     (N) 102 11 03.     (W)   SCALED
 NP0062* NAVD 88 ORTHO HEIGHT -  1141.037 (meters)     3743.55  (feet) ADJUSTED
 NP0062  ______________________________________________________________________
 NP0062  GEOID HEIGHT    -        -18.424 (meters)                     GEOID18
 NP0062  DYNAMIC HEIGHT  -       1140.465 (meters)     3741.68  (feet) COMP
 NP0062  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 NP0062
 NP0062  VERT ORDER      -  SECOND    CLASS 0
 NP0062
 NP0062.The horizontal coordinates were scaled from a map and have
 NP0062.an estimated accuracy of +/- 6 seconds.
 NP0062
 NP0062.The orthometric height was determined by differential leveling and
 NP0062.adjusted by the NATIONAL GEODETIC SURVEY
 NP0062.in June 1991.
 NP0062
 NP0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0062.GEOID18 height accuracy estimate available here.
 NP0062
 NP0062.Click photographs - Photos may exist for this station.
 NP0062
 NP0062.The dynamic height is computed by dividing the NAVD 88
 NP0062.geopotential number by the normal gravity value computed on the
 NP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0062.degrees latitude (g = 980.6199 gals.).
 NP0062
 NP0062.The modeled gravity was interpolated from observed gravity values.
 NP0062
 NP0062;                    North         East    Units  Estimated Accuracy
 NP0062;SPC NE       -   308,900.      320,780.      MT  (+/- 180 meters Scaled)
 NP0062
 NP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH310196(NAD 83)
 NP0062
 NP0062                          SUPERSEDED SURVEY CONTROL
 NP0062
 NP0062  NGVD 29 (??/??/92) 1140.531  (m)         3741.89   (f) ADJ UNCH    2 0
 NP0062
 NP0062.Superseded values are not recommended for survey control.
 NP0062
 NP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0062.See file dsdata.pdf to determine how the superseded data were derived.
 NP0062
 NP0062_MARKER: DB = BENCH MARK DISK
 NP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0062_STAMPING: Q 75 1934
 NP0062_MARK LOGO: CGS
 NP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0062+STABILITY: SURFACE MOTION
 NP0062
 NP0062  HISTORY     - Date     Condition        Report By
 NP0062  HISTORY     - 1934     MONUMENTED       CGS
 NP0062
 NP0062                          STATION DESCRIPTION
 NP0062
 NP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0062'14.6 MI S FROM GORDON.
 NP0062'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0062'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0062'1.3 MILES SOUTH ALONG THE ELLSWORTH ROAD, NEAR THE CENTER OF
 NP0062'THE WEST SIDE OF SEC. 7, T. 30 N., R. 41 W., AT A SMALL FARM,
 NP0062'10 FEET SOUTH OF THE ROAD, 2-1/2 FEET EAST OF A NORTH-AND-SOUTH
 NP0062'FENCE, AND AT AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NP0062'Q 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0219 ***********************************************************************
 MN0219  DESIGNATION -  Q 76
 MN0219  PID         -  MN0219
 MN0219  STATE/COUNTY-  NE/KIMBALL
 MN0219  COUNTRY     -  US
 MN0219  USGS QUAD   -  DIX (2017)
 MN0219
 MN0219                         *CURRENT SURVEY CONTROL
 MN0219  ______________________________________________________________________
 MN0219* NAD 83(1986) POSITION- 41 14 08.     (N) 103 29 18.     (W)   SCALED
 MN0219* NAVD 88 ORTHO HEIGHT -  1387.132 (meters)     4550.95  (feet) ADJUSTED
 MN0219  ______________________________________________________________________
 MN0219  GEOID HEIGHT    -        -19.065 (meters)                     GEOID18
 MN0219  DYNAMIC HEIGHT  -       1386.115 (meters)     4547.61  (feet) COMP
 MN0219  MODELED GRAVITY -    979,842.4   (mgal)                       NAVD 88
 MN0219
 MN0219  VERT ORDER      -  SECOND    CLASS 0
 MN0219
 MN0219.The horizontal coordinates were scaled from a map and have
 MN0219.an estimated accuracy of +/- 6 seconds.
 MN0219
 MN0219.The orthometric height was determined by differential leveling and
 MN0219.adjusted by the NATIONAL GEODETIC SURVEY
 MN0219.in June 1991.
 MN0219
 MN0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0219.GEOID18 height accuracy estimate available here.
 MN0219
 MN0219.Click photographs - Photos may exist for this station.
 MN0219
 MN0219.The dynamic height is computed by dividing the NAVD 88
 MN0219.geopotential number by the normal gravity value computed on the
 MN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0219.degrees latitude (g = 980.6199 gals.).
 MN0219
 MN0219.The modeled gravity was interpolated from observed gravity values.
 MN0219
 MN0219;                    North         East    Units  Estimated Accuracy
 MN0219;SPC NE       -   161,580.      207,730.      MT  (+/- 180 meters Scaled)
 MN0219
 MN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF266660(NAD 83)
 MN0219
 MN0219                          SUPERSEDED SURVEY CONTROL
 MN0219
 MN0219  NGVD 29 (??/??/92) 1386.455  (m)         4548.73   (f) ADJ UNCH    2 0
 MN0219
 MN0219.Superseded values are not recommended for survey control.
 MN0219
 MN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0219.See file dsdata.pdf to determine how the superseded data were derived.
 MN0219
 MN0219_MARKER: DB = BENCH MARK DISK
 MN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0219_STAMPING: Q 76 1934
 MN0219_MARK LOGO: CGS
 MN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0219+STABILITY: SURFACE MOTION
 MN0219
 MN0219  HISTORY     - Date     Condition        Report By
 MN0219  HISTORY     - 1934     MONUMENTED       CGS
 MN0219  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0219
 MN0219                          STATION DESCRIPTION
 MN0219
 MN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0219'AT DIX.
 MN0219'AT DIX, KIMBALL COUNTY, ON THE UNION PACIFIC RAILROAD, 116.5
 MN0219'FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 0.03 MILE
 MN0219'EAST OF MILEPOST 436, 69.8 FEET SOUTH OF THE SOUTH RAIL, 34.6
 MN0219'FEET NORTH OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MN0219'STANDARD DISK, STAMPED Q 76 1934 AND SET IN THE TOP OF A CONCRETE
 MN0219'POST.
 MN0219
 MN0219                          STATION RECOVERY (1972)
 MN0219
 MN0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0695 ***********************************************************************
 MK0695  DESIGNATION -  Q 79
 MK0695  PID         -  MK0695
 MK0695  STATE/COUNTY-  NE/SAUNDERS
 MK0695  COUNTRY     -  US
 MK0695  USGS QUAD   -  ASHLAND EAST (2017)
 MK0695
 MK0695                         *CURRENT SURVEY CONTROL
 MK0695  ______________________________________________________________________
 MK0695* NAD 83(1986) POSITION- 41 03 36.43   (N) 096 19 44.02   (W)   HD_HELD1
 MK0695* NAVD 88 ORTHO HEIGHT -   327.701 (meters)     1075.13  (feet) ADJUSTED
 MK0695  ______________________________________________________________________
 MK0695  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 MK0695  DYNAMIC HEIGHT  -        327.566 (meters)     1074.69  (feet) COMP
 MK0695  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 MK0695
 MK0695  VERT ORDER      -  SECOND    CLASS 0
 MK0695
 MK0695.The horizontal coordinates were determined by differentially corrected
 MK0695.hand held GPS observations or other comparable positioning techniques
 MK0695.and have an estimated accuracy of +/- 3 meters.
 MK0695
 MK0695.The orthometric height was determined by differential leveling and
 MK0695.adjusted by the NATIONAL GEODETIC SURVEY
 MK0695.in June 1991.
 MK0695
 MK0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0695.GEOID18 height accuracy estimate available here.
 MK0695
 MK0695.Click photographs - Photos may exist for this station.
 MK0695
 MK0695.The dynamic height is computed by dividing the NAVD 88
 MK0695.geopotential number by the normal gravity value computed on the
 MK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0695.degrees latitude (g = 980.6199 gals.).
 MK0695
 MK0695.The modeled gravity was interpolated from observed gravity values.
 MK0695
 MK0695;                    North         East    Units  Estimated Accuracy
 MK0695;SPC NE       -   142,753.8     808,399.6     MT  (+/- 3 meters HH1 GPS) 
 MK0695
 MK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2445148868(NAD 83)
 MK0695
 MK0695                          SUPERSEDED SURVEY CONTROL
 MK0695
 MK0695  NGVD 29 (??/??/92)  327.598  (m)         1074.79   (f) ADJ UNCH    2 0
 MK0695
 MK0695.Superseded values are not recommended for survey control.
 MK0695
 MK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0695.See file dsdata.pdf to determine how the superseded data were derived.
 MK0695
 MK0695_MARKER: DB = BENCH MARK DISK
 MK0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0695_SP_SET: BRIDGE
 MK0695_STAMPING: Q 79 1935
 MK0695_MARK LOGO: CGS
 MK0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0695+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2020
 MK0695
 MK0695  HISTORY     - Date     Condition        Report By
 MK0695  HISTORY     - 1935     MONUMENTED       CGS
 MK0695  HISTORY     - 20200110 GOOD             THOMDD
 MK0695
 MK0695                          STATION DESCRIPTION
 MK0695
 MK0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0695'2.1 MI NE FROM ASHLAND.
 MK0695'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0695'RAILROAD FROM THE STATION AT ASHLAND, SAUNDERS COUNTY, 19.7 FEET
 MK0695'NORTH OF MILEPOST 45, AT BRIDGE 44.86 OVER PLATTE RIVER, IN THE
 MK0695'TOP OF THE CONCRETE ABUTMENT, AND 9.2 FEET NORTHWEST OF THE
 MK0695'NORTHWEST RAIL.  A STANDARD DISK, STAMPED Q 79 1935.
 MK0695
 MK0695                          STATION RECOVERY (2020)
 MK0695
 MK0695'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2020 (BM)
 MK0695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0408 ***********************************************************************
 LG0408  DESIGNATION -  Q 80
 LG0408  PID         -  LG0408
 LG0408  STATE/COUNTY-  NE/SEWARD
 LG0408  COUNTRY     -  US
 LG0408  USGS QUAD   -  PLEASANT DALE (2017)
 LG0408
 LG0408                         *CURRENT SURVEY CONTROL
 LG0408  ______________________________________________________________________
 LG0408* NAD 83(1986) POSITION- 40 47 26.     (N) 096 54 38.     (W)   SCALED
 LG0408* NAVD 88 ORTHO HEIGHT -   399.883 (meters)     1311.95  (feet) ADJUSTED
 LG0408  ______________________________________________________________________
 LG0408  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 LG0408  DYNAMIC HEIGHT  -        399.684 (meters)     1311.30  (feet) COMP
 LG0408  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LG0408
 LG0408  VERT ORDER      -  SECOND    CLASS 0
 LG0408
 LG0408.The horizontal coordinates were scaled from a map and have
 LG0408.an estimated accuracy of +/- 6 seconds.
 LG0408
 LG0408.The orthometric height was determined by differential leveling and
 LG0408.adjusted by the NATIONAL GEODETIC SURVEY
 LG0408.in June 1991.
 LG0408
 LG0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0408.GEOID18 height accuracy estimate available here.
 LG0408
 LG0408.Click photographs - Photos may exist for this station.
 LG0408
 LG0408.The dynamic height is computed by dividing the NAVD 88
 LG0408.geopotential number by the normal gravity value computed on the
 LG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0408.degrees latitude (g = 980.6199 gals.).
 LG0408
 LG0408.The modeled gravity was interpolated from observed gravity values.
 LG0408
 LG0408;                    North         East    Units  Estimated Accuracy
 LG0408;SPC NE       -   110,940.      760,630.      MT  (+/- 180 meters Scaled)
 LG0408
 LG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL762176(NAD 83)
 LG0408
 LG0408                          SUPERSEDED SURVEY CONTROL
 LG0408
 LG0408  NGVD 29 (??/??/92)  399.740  (m)         1311.48   (f) ADJ UNCH    2 0
 LG0408
 LG0408.Superseded values are not recommended for survey control.
 LG0408
 LG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0408.See file dsdata.pdf to determine how the superseded data were derived.
 LG0408
 LG0408_MARKER: DB = BENCH MARK DISK
 LG0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0408_SP_SET: BRIDGE ABUTMENT
 LG0408_STAMPING: Q 80 1935
 LG0408_MARK LOGO: CGS
 LG0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0408
 LG0408  HISTORY     - Date     Condition        Report By
 LG0408  HISTORY     - 1935     MONUMENTED       CGS
 LG0408  HISTORY     - 1939     GOOD             CGS
 LG0408
 LG0408                          STATION DESCRIPTION
 LG0408
 LG0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0408'1.4 MI E FROM PLEASANT DALE.
 LG0408'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0408'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, NEAR THE
 LG0408'LANCASTER-SEWARD COUNTY LINE, AT A BRIDGE OVER A COUNTY ROAD,
 LG0408'IN THE TOP OF THE NORTHWEST CORNER OF THE WEST ABUTMENT, 38.7
 LG0408'FEET NORTH OF THE NORTH RAIL, AND 27.4 FEET NORTHWEST OF A
 LG0408'COUNTY-LINE MARKER.  A STANDARD DISK, STAMPED Q 80 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0928 ***********************************************************************
 MK0928  DESIGNATION -  Q 82
 MK0928  PID         -  MK0928
 MK0928  STATE/COUNTY-  NE/SAUNDERS
 MK0928  COUNTRY     -  US
 MK0928  USGS QUAD   -  CERESCO (2017)
 MK0928
 MK0928                         *CURRENT SURVEY CONTROL
 MK0928  ______________________________________________________________________
 MK0928* NAD 83(1986) POSITION- 41 05 38.     (N) 096 38 23.     (W)   SCALED
 MK0928* NAVD 88 ORTHO HEIGHT -   377.802 (meters)     1239.51  (feet) ADJUSTED
 MK0928  ______________________________________________________________________
 MK0928  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 MK0928  DYNAMIC HEIGHT  -        377.625 (meters)     1238.92  (feet) COMP
 MK0928  MODELED GRAVITY -    980,145.8   (mgal)                       NAVD 88
 MK0928
 MK0928  VERT ORDER      -  SECOND    CLASS 0
 MK0928
 MK0928.The horizontal coordinates were scaled from a map and have
 MK0928.an estimated accuracy of +/- 6 seconds.
 MK0928
 MK0928.The orthometric height was determined by differential leveling and
 MK0928.adjusted by the NATIONAL GEODETIC SURVEY
 MK0928.in June 1991.
 MK0928
 MK0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0928.GEOID18 height accuracy estimate available here.
 MK0928
 MK0928.Click photographs - Photos may exist for this station.
 MK0928
 MK0928.The dynamic height is computed by dividing the NAVD 88
 MK0928.geopotential number by the normal gravity value computed on the
 MK0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0928.degrees latitude (g = 980.6199 gals.).
 MK0928
 MK0928.The modeled gravity was interpolated from observed gravity values.
 MK0928
 MK0928;                    North         East    Units  Estimated Accuracy
 MK0928;SPC NE       -   145,440.      782,160.      MT  (+/- 180 meters Scaled)
 MK0928
 MK0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982518(NAD 83)
 MK0928
 MK0928                          SUPERSEDED SURVEY CONTROL
 MK0928
 MK0928  NGVD 29 (??/??/92)  377.666  (m)         1239.06   (f) ADJ UNCH    2 0
 MK0928
 MK0928.Superseded values are not recommended for survey control.
 MK0928
 MK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0928.See file dsdata.pdf to determine how the superseded data were derived.
 MK0928
 MK0928_MARKER: DB = BENCH MARK DISK
 MK0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0928_STAMPING: Q 82 1935
 MK0928_MARK LOGO: CGS
 MK0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0928+STABILITY: SURFACE MOTION
 MK0928
 MK0928  HISTORY     - Date     Condition        Report By
 MK0928  HISTORY     - 1935     MONUMENTED       CGS
 MK0928  HISTORY     - 1942     GOOD             CGS
 MK0928
 MK0928                          STATION DESCRIPTION
 MK0928
 MK0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0928'2.5 MI N FROM CERESCO.
 MK0928'2.5 MILES NORTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0928'WESTERN RAILROAD BETWEEN LINCOLN AND WAHOO, NEBRASKA, NEAR POINT
 MK0928'WHERE U.S. HIGHWAY CROSES RAILROAD, 300 FEET WEST OF FARM HOUSE.
 MK0928'161.6 FEET NORTH OF CENTER OF ROAD CROSSING, 34.7 FEET NORTHEAST
 MK0928'OF NORTHEAST RAIL, 22.3 FEET NORTHWEST OF FENCE.  25 FT SW OF
 MK0928'A TELEPHONE POLE.
 MK0928
 MK0928                          STATION RECOVERY (1942)
 MK0928
 MK0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MK0928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0020 ***********************************************************************
 ML0020  DESIGNATION -  Q 83
 ML0020  PID         -  ML0020
 ML0020  STATE/COUNTY-  NE/ANTELOPE
 ML0020  COUNTRY     -  US
 ML0020  USGS QUAD   -  ELGIN (2017)
 ML0020
 ML0020                         *CURRENT SURVEY CONTROL
 ML0020  ______________________________________________________________________
 ML0020* NAD 83(1986) POSITION- 41 56 37.     (N) 098 04 59.     (W)   SCALED
 ML0020* NAVD 88 ORTHO HEIGHT -   597.084 (meters)     1958.93  (feet) ADJUSTED
 ML0020  ______________________________________________________________________
 ML0020  GEOID HEIGHT    -        -24.464 (meters)                     GEOID18
 ML0020  DYNAMIC HEIGHT  -        596.827 (meters)     1958.09  (feet) COMP
 ML0020  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 ML0020
 ML0020  VERT ORDER      -  SECOND    CLASS 0
 ML0020
 ML0020.The horizontal coordinates were scaled from a map and have
 ML0020.an estimated accuracy of +/- 6 seconds.
 ML0020
 ML0020.The orthometric height was determined by differential leveling and
 ML0020.adjusted by the NATIONAL GEODETIC SURVEY
 ML0020.in June 1991.
 ML0020
 ML0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0020.GEOID18 height accuracy estimate available here.
 ML0020
 ML0020.Click photographs - Photos may exist for this station.
 ML0020
 ML0020.The dynamic height is computed by dividing the NAVD 88
 ML0020.geopotential number by the normal gravity value computed on the
 ML0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0020.degrees latitude (g = 980.6199 gals.).
 ML0020
 ML0020.The modeled gravity was interpolated from observed gravity values.
 ML0020
 ML0020;                    North         East    Units  Estimated Accuracy
 ML0020;SPC NE       -   236,060.      658,900.      MT  (+/- 180 meters Scaled)
 ML0020
 ML0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM760439(NAD 83)
 ML0020
 ML0020                          SUPERSEDED SURVEY CONTROL
 ML0020
 ML0020  NGVD 29 (??/??/92)  596.842  (m)         1958.14   (f) ADJ UNCH    2 0
 ML0020
 ML0020.Superseded values are not recommended for survey control.
 ML0020
 ML0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0020.See file dsdata.pdf to determine how the superseded data were derived.
 ML0020
 ML0020_MARKER: DB = BENCH MARK DISK
 ML0020_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0020_STAMPING: Q 83 1935
 ML0020_MARK LOGO: CGS
 ML0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0020
 ML0020  HISTORY     - Date     Condition        Report By
 ML0020  HISTORY     - 1935     MONUMENTED       CGS
 ML0020  HISTORY     - 1939     GOOD             CGS
 ML0020
 ML0020                          STATION DESCRIPTION
 ML0020
 ML0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0020'2.8 MI S FROM ELGIN.
 ML0020'2.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0020'FROM THE STATION AT ELGIN, ANTELOPE COUNTY, AT A ROAD CROSSING,
 ML0020'84.7 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 60 FEET
 ML0020'SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 37.3 FEET WEST OF
 ML0020'THE WEST RAIL, 16.4 FEET EAST OF A FENCE, 15 FEET NORTH OF A
 ML0020'POLE, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 ML0020'STANDARD DISK, STAMPED Q 83 1935 AND SET IN THE TOP OF A CONCRETE
 ML0020'POST.
 ML0020
 ML0020                          STATION RECOVERY (1939)
 ML0020
 ML0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1633 ***********************************************************************
 MK1633  DESIGNATION -  Q 84
 MK1633  PID         -  MK1633
 MK1633  STATE/COUNTY-  NE/MADISON
 MK1633  COUNTRY     -  US
 MK1633  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1633
 MK1633                         *CURRENT SURVEY CONTROL
 MK1633  ______________________________________________________________________
 MK1633* NAD 83(1986) POSITION- 41 44 13.     (N) 097 45 12.     (W)   SCALED
 MK1633* NAVD 88 ORTHO HEIGHT -   522.334 (meters)     1713.69  (feet) ADJUSTED
 MK1633  ______________________________________________________________________
 MK1633  GEOID HEIGHT    -        -24.480 (meters)                     GEOID18
 MK1633  DYNAMIC HEIGHT  -        522.116 (meters)     1712.98  (feet) COMP
 MK1633  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 MK1633
 MK1633  VERT ORDER      -  SECOND    CLASS 0
 MK1633
 MK1633.The horizontal coordinates were scaled from a map and have
 MK1633.an estimated accuracy of +/- 6 seconds.
 MK1633
 MK1633.The orthometric height was determined by differential leveling and
 MK1633.adjusted by the NATIONAL GEODETIC SURVEY
 MK1633.in June 1991.
 MK1633
 MK1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1633.GEOID18 height accuracy estimate available here.
 MK1633
 MK1633.Click photographs - Photos may exist for this station.
 MK1633
 MK1633.The dynamic height is computed by dividing the NAVD 88
 MK1633.geopotential number by the normal gravity value computed on the
 MK1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1633.degrees latitude (g = 980.6199 gals.).
 MK1633
 MK1633.The modeled gravity was interpolated from observed gravity values.
 MK1633
 MK1633;                    North         East    Units  Estimated Accuracy
 MK1633;SPC NE       -   213,780.      686,820.      MT  (+/- 180 meters Scaled)
 MK1633
 MK1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM036213(NAD 83)
 MK1633
 MK1633                          SUPERSEDED SURVEY CONTROL
 MK1633
 MK1633  NGVD 29 (??/??/92)  522.136  (m)         1713.04   (f) ADJ UNCH    2 0
 MK1633
 MK1633.Superseded values are not recommended for survey control.
 MK1633
 MK1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1633.See file dsdata.pdf to determine how the superseded data were derived.
 MK1633
 MK1633_MARKER: DB = BENCH MARK DISK
 MK1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1633_STAMPING: Q 84 1935
 MK1633_MARK LOGO: CGS
 MK1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1633+STABILITY: SURFACE MOTION
 MK1633
 MK1633  HISTORY     - Date     Condition        Report By
 MK1633  HISTORY     - 1935     MONUMENTED       CGS
 MK1633  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1633
 MK1633                          STATION DESCRIPTION
 MK1633
 MK1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1633'1.3 MI SE FROM NEWMAN GROVE.
 MK1633'1.3 MILES SOUTHEAST OF NEWMAN GROVE.  ALONG THE CHICAGO AND
 MK1633'NORTH WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, 450 FEET
 MK1633'SOUTHEAST OF CULVERT NO. D, 240 FEET WEST OF MILE POST NO.
 MK1633'66, 53.6 FEET SOUTH OF THE SOUTH RAIL, 4.6 FEET EAST OF THE
 MK1633'NORTH AND SOUTH FENCE, 2.8 FEET NORTH OF THE EAST AND WEST FENCE.
 MK1633
 MK1633                          STATION RECOVERY (1965)
 MK1633
 MK1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1633'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1194 ***********************************************************************
 MK1194  DESIGNATION -  Q 86
 MK1194  PID         -  MK1194
 MK1194  STATE/COUNTY-  NE/PLATTE
 MK1194  COUNTRY     -  US
 MK1194  USGS QUAD   -  HUMPHREY (2017)
 MK1194
 MK1194                         *CURRENT SURVEY CONTROL
 MK1194  ______________________________________________________________________
 MK1194* NAD 83(1986) POSITION- 41 43 42.     (N) 097 23 15.     (W)   SCALED
 MK1194* NAVD 88 ORTHO HEIGHT -   489.377 (meters)     1605.56  (feet) ADJUSTED
 MK1194  ______________________________________________________________________
 MK1194  GEOID HEIGHT    -        -24.805 (meters)                     GEOID18
 MK1194  DYNAMIC HEIGHT  -        489.176 (meters)     1604.90  (feet) COMP
 MK1194  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 MK1194
 MK1194  VERT ORDER      -  SECOND    CLASS 0
 MK1194
 MK1194.The horizontal coordinates were scaled from a map and have
 MK1194.an estimated accuracy of +/- 6 seconds.
 MK1194
 MK1194.The orthometric height was determined by differential leveling and
 MK1194.adjusted by the NATIONAL GEODETIC SURVEY
 MK1194.in June 1991.
 MK1194
 MK1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1194.GEOID18 height accuracy estimate available here.
 MK1194
 MK1194.Click photographs - Photos may exist for this station.
 MK1194
 MK1194.The dynamic height is computed by dividing the NAVD 88
 MK1194.geopotential number by the normal gravity value computed on the
 MK1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1194.degrees latitude (g = 980.6199 gals.).
 MK1194
 MK1194.The modeled gravity was interpolated from observed gravity values.
 MK1194
 MK1194;                    North         East    Units  Estimated Accuracy
 MK1194;SPC NE       -   213,680.      717,260.      MT  (+/- 180 meters Scaled)
 MK1194
 MK1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM341208(NAD 83)
 MK1194
 MK1194                          SUPERSEDED SURVEY CONTROL
 MK1194
 MK1194  NGVD 29 (??/??/92)  489.193  (m)         1604.96   (f) ADJ UNCH    2 0
 MK1194
 MK1194.Superseded values are not recommended for survey control.
 MK1194
 MK1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1194.See file dsdata.pdf to determine how the superseded data were derived.
 MK1194
 MK1194_MARKER: DB = BENCH MARK DISK
 MK1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1194_STAMPING: Q 86 1935
 MK1194_MARK LOGO: CGS
 MK1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1194+STABILITY: SURFACE MOTION
 MK1194
 MK1194  HISTORY     - Date     Condition        Report By
 MK1194  HISTORY     - 1935     MONUMENTED       CGS
 MK1194
 MK1194                          STATION DESCRIPTION
 MK1194
 MK1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1194'1.8 MI W FROM CRESTON.
 MK1194'1.8 MILES WEST OF CRESTON.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1194'RAILROAD BETWEEN HUMPHREY AND HOOPER, 76.2 FEET NORTHWEST OF
 MK1194'CULVERT NO. D-107, 64.4 FEET SOUTHWEST OF CROSSING, 52.8 FEET
 MK1194'SOUTH OF THE SOUTH RAIL, 2.6 FEET NORTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1163 ***********************************************************************
 MK1163  DESIGNATION -  Q 87
 MK1163  PID         -  MK1163
 MK1163  STATE/COUNTY-  NE/STANTON
 MK1163  COUNTRY     -  US
 MK1163  USGS QUAD   -  STANTON SE (2017)
 MK1163
 MK1163                         *CURRENT SURVEY CONTROL
 MK1163  ______________________________________________________________________
 MK1163* NAD 83(1986) POSITION- 41 48 54.     (N) 097 03 31.     (W)   SCALED
 MK1163* NAVD 88 ORTHO HEIGHT -   486.807 (meters)     1597.13  (feet) ADJUSTED
 MK1163  ______________________________________________________________________
 MK1163  GEOID HEIGHT    -        -25.063 (meters)                     GEOID18
 MK1163  DYNAMIC HEIGHT  -        486.612 (meters)     1596.49  (feet) COMP
 MK1163  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 MK1163
 MK1163  VERT ORDER      -  SECOND    CLASS 0
 MK1163
 MK1163.The horizontal coordinates were scaled from a map and have
 MK1163.an estimated accuracy of +/- 6 seconds.
 MK1163
 MK1163.The orthometric height was determined by differential leveling and
 MK1163.adjusted by the NATIONAL GEODETIC SURVEY
 MK1163.in June 1991.
 MK1163
 MK1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1163.GEOID18 height accuracy estimate available here.
 MK1163
 MK1163.Click photographs - Photos may exist for this station.
 MK1163
 MK1163.The dynamic height is computed by dividing the NAVD 88
 MK1163.geopotential number by the normal gravity value computed on the
 MK1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1163.degrees latitude (g = 980.6199 gals.).
 MK1163
 MK1163.The modeled gravity was interpolated from observed gravity values.
 MK1163
 MK1163;                    North         East    Units  Estimated Accuracy
 MK1163;SPC NE       -   224,170.      744,270.      MT  (+/- 180 meters Scaled)
 MK1163
 MK1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM612310(NAD 83)
 MK1163
 MK1163                          SUPERSEDED SURVEY CONTROL
 MK1163
 MK1163  NGVD 29 (??/??/92)  486.625  (m)         1596.54   (f) ADJ UNCH    2 0
 MK1163
 MK1163.Superseded values are not recommended for survey control.
 MK1163
 MK1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1163.See file dsdata.pdf to determine how the superseded data were derived.
 MK1163
 MK1163_MARKER: DB = BENCH MARK DISK
 MK1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1163_STAMPING: Q 87 1935
 MK1163_MARK LOGO: CGS
 MK1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1163+STABILITY: SURFACE MOTION
 MK1163
 MK1163  HISTORY     - Date     Condition        Report By
 MK1163  HISTORY     - 1935     MONUMENTED       CGS
 MK1163  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1163
 MK1163                          STATION DESCRIPTION
 MK1163
 MK1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1163'8.7 MI NE FROM CLARKSON.
 MK1163'8.7 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1163'NO. 15 BETWEEN SCHUYLER AND PILGER, 5.8 MILES NORTH OF JUNCTION
 MK1163'WITH HIGHWAY 91, 0.2 MILES NORTH OF WOODEN BRIDGE HAVING STEEL
 MK1163'GUARD RAILS, ON THE TOP OF A LARGE HILL, 46.3 FEET SOUTHWEST OF
 MK1163'ROAD INTERSECTION, 34.7 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 MK1163'31.4 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD, 3.4 FEET EAST
 MK1163'OF FENCE.
 MK1163
 MK1163                          STATION RECOVERY (1965)
 MK1163
 MK1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0089 ***********************************************************************
 MN0089  DESIGNATION -  Q 9
 MN0089  PID         -  MN0089
 MN0089  STATE/COUNTY-  NE/CHEYENNE
 MN0089  COUNTRY     -  US
 MN0089  USGS QUAD   -  GURLEY (2017)
 MN0089
 MN0089                         *CURRENT SURVEY CONTROL
 MN0089  ______________________________________________________________________
 MN0089* NAD 83(1986) POSITION- 41 22 00.     (N) 102 58 23.     (W)   SCALED
 MN0089* NAVD 88 ORTHO HEIGHT -  1302.116 (meters)     4272.03  (feet) ADJUSTED
 MN0089  ______________________________________________________________________
 MN0089  GEOID HEIGHT    -        -19.761 (meters)                     GEOID18
 MN0089  DYNAMIC HEIGHT  -       1301.210 (meters)     4269.05  (feet) COMP
 MN0089  MODELED GRAVITY -    979,881.8   (mgal)                       NAVD 88
 MN0089
 MN0089  VERT ORDER      -  FIRST     CLASS II
 MN0089
 MN0089.The horizontal coordinates were scaled from a map and have
 MN0089.an estimated accuracy of +/- 6 seconds.
 MN0089
 MN0089.The orthometric height was determined by differential leveling and
 MN0089.adjusted by the NATIONAL GEODETIC SURVEY
 MN0089.in June 1991.
 MN0089
 MN0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0089.GEOID18 height accuracy estimate available here.
 MN0089
 MN0089.Click photographs - Photos may exist for this station.
 MN0089
 MN0089.The dynamic height is computed by dividing the NAVD 88
 MN0089.geopotential number by the normal gravity value computed on the
 MN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0089.degrees latitude (g = 980.6199 gals.).
 MN0089
 MN0089.The modeled gravity was interpolated from observed gravity values.
 MN0089
 MN0089;                    North         East    Units  Estimated Accuracy
 MN0089;SPC NE       -   174,510.      251,390.      MT  (+/- 180 meters Scaled)
 MN0089
 MN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695814(NAD 83)
 MN0089
 MN0089                          SUPERSEDED SURVEY CONTROL
 MN0089
 MN0089  NGVD 29 (??/??/92) 1301.465  (m)         4269.89   (f) ADJ UNCH    1 2
 MN0089
 MN0089.Superseded values are not recommended for survey control.
 MN0089
 MN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0089.See file dsdata.pdf to determine how the superseded data were derived.
 MN0089
 MN0089_MARKER: DB = BENCH MARK DISK
 MN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0089_STAMPING: 4269.890 Q 9 1933
 MN0089_MARK LOGO: CGS
 MN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0089+STABILITY: SURFACE MOTION
 MN0089
 MN0089  HISTORY     - Date     Condition        Report By
 MN0089  HISTORY     - 1933     MONUMENTED       CGS
 MN0089  HISTORY     - 1934     GOOD             CGS
 MN0089  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0089
 MN0089                          STATION DESCRIPTION
 MN0089
 MN0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0089'2.9 MI S FROM GURLEY.
 MN0089'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0089'FROM THE STATION AT DALTON, CHEYENNE COUNTY, 3.3 MILES NORTH
 MN0089'OF GURLEY, 8 POLES SOUTH OF MILEPOST 59, AT A ROAD CROSSING,
 MN0089'95 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 19, 54 FEET
 MN0089'NORTHEAST OF A METAL CROSSING-SIGN, 28 FEET NORTH OF THE CENTERLINE
 MN0089'OF THE ROAD, 21 FEET EAST OF THE EAST RAIL, AND 19 FEET NORTHEAST
 MN0089'OF AN 18-INCH CONCRETE CULVERT UNDER THE COUNTY ROAD.  A STANDARD
 MN0089'DISK, STAMPED 4269.890 Q 9 1933 AND SET IN THE TOP OF A CONCRETE
 MN0089'POST.
 MN0089
 MN0089                          STATION RECOVERY (1985)
 MN0089
 MN0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0089'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0513 ***********************************************************************
 LF0513  DESIGNATION -  QQ 267
 LF0513  PID         -  LF0513
 LF0513  STATE/COUNTY-  NE/RICHARDSON
 LF0513  COUNTRY     -  US
 LF0513  USGS QUAD   -  VERDON (2017)
 LF0513
 LF0513                         *CURRENT SURVEY CONTROL
 LF0513  ______________________________________________________________________
 LF0513* NAD 83(1986) POSITION- 40 09 10.     (N) 095 43 03.     (W)   SCALED
 LF0513* NAVD 88 ORTHO HEIGHT -   284.311 (meters)      932.78  (feet) ADJUSTED
 LF0513  ______________________________________________________________________
 LF0513  GEOID HEIGHT    -        -30.145 (meters)                     GEOID18
 LF0513  DYNAMIC HEIGHT  -        284.154 (meters)      932.26  (feet) COMP
 LF0513  MODELED GRAVITY -    980,066.3   (mgal)                       NAVD 88
 LF0513
 LF0513  VERT ORDER      -  SECOND    CLASS 0
 LF0513
 LF0513.The horizontal coordinates were scaled from a map and have
 LF0513.an estimated accuracy of +/- 6 seconds.
 LF0513
 LF0513.The orthometric height was determined by differential leveling and
 LF0513.adjusted by the NATIONAL GEODETIC SURVEY
 LF0513.in June 1991.
 LF0513
 LF0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0513.GEOID18 height accuracy estimate available here.
 LF0513
 LF0513.Click photographs - Photos may exist for this station.
 LF0513
 LF0513.The dynamic height is computed by dividing the NAVD 88
 LF0513.geopotential number by the normal gravity value computed on the
 LF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0513.degrees latitude (g = 980.6199 gals.).
 LF0513
 LF0513.The modeled gravity was interpolated from observed gravity values.
 LF0513
 LF0513;                    North         East    Units  Estimated Accuracy
 LF0513;SPC NE       -    44,500.      864,710.      MT  (+/- 180 meters Scaled)
 LF0513
 LF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685482(NAD 83)
 LF0513
 LF0513                          SUPERSEDED SURVEY CONTROL
 LF0513
 LF0513  NGVD 29 (??/??/92)  284.245  (m)          932.56   (f) ADJ UNCH    2 0
 LF0513
 LF0513.Superseded values are not recommended for survey control.
 LF0513
 LF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0513.See file dsdata.pdf to determine how the superseded data were derived.
 LF0513
 LF0513_MARKER: DB = BENCH MARK DISK
 LF0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0513_SP_SET: BRIDGE
 LF0513_STAMPING: QQ 267 1947
 LF0513_MARK LOGO: CGS
 LF0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0513+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 LF0513
 LF0513  HISTORY     - Date     Condition        Report By
 LF0513  HISTORY     - 1947     MONUMENTED       CGS
 LF0513  HISTORY     - 20120710 GOOD             NEDR
 LF0513
 LF0513                          STATION DESCRIPTION
 LF0513
 LF0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0513'0.3 MI NW FROM VERDON.
 LF0513'0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0513'STATION AT VERDON, ON TOP OF THE EAST END OF THE NORTH CONCRETE
 LF0513'PIER FOR BRIDGE NO. 143G, 3 1/2 POLES NORTHWEST OF MILE POST 395,
 LF0513'7.0 FEET EAST OF THE EAST RAIL, 4.5 FEET LOWER THAN THE BASE OF
 LF0513'THE RAIL, 1.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 LF0513'PIER AND SET IN A DRILL HOLE.
 LF0513
 LF0513                          STATION RECOVERY (2012)
 LF0513
 LF0513'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1191 ***********************************************************************
 LH1191  DESIGNATION -  QUAIL
 LH1191  PID         -  LH1191
 LH1191  STATE/COUNTY-  NE/WEBSTER
 LH1191  COUNTRY     -  US
 LH1191  USGS QUAD   -  BLUE HILL (2017)
 LH1191
 LH1191                         *CURRENT SURVEY CONTROL
 LH1191  ______________________________________________________________________
 LH1191* NAD 83(1995) POSITION- 40 16 38.72945(N) 098 25 55.06861(W)   ADJUSTED
 LH1191* NAVD 88 ORTHO HEIGHT -   612.5   (meters)     2010.    (feet) VERTCON
 LH1191  ______________________________________________________________________
 LH1191  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 LH1191  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 LH1191  HORZ ORDER      -  FIRST
 LH1191
 LH1191.The horizontal coordinates were established by classical geodetic methods
 LH1191.and adjusted by the National Geodetic Survey in August 1997.
 LH1191
 LH1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1191
 LH1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1191.GEOID18 height accuracy estimate available here.
 LH1191
 LH1191.Click photographs - Photos may exist for this station.
 LH1191
 LH1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1191
 LH1191. The following values were computed from the NAD 83(1995) position.
 LH1191
 LH1191;                    North         East     Units Scale Factor Converg.
 LH1191;SPC NE       -    50,518.052   633,334.728   MT  0.99988609   +1 02 20.9
 LH1191;SPC NE       -   165,741.31  2,077,865.69   sFT  0.99988609   +1 02 20.9
 LH1191;UTM  14      - 4,458,704.162   548,290.763   MT  0.99962871   +0 22 02.1
 LH1191
 LH1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1191!SPC NE       -   0.99990798  x   0.99988609  =   0.99979408
 LH1191!UTM  14      -   0.99990798  x   0.99962871  =   0.99953672
 LH1191
 LH1191:                Primary Azimuth Mark                     Grid Az
 LH1191:SPC NE       -  QUAIL AZ MK                              010 17 31.1
 LH1191:UTM  14      -  QUAIL AZ MK                              010 57 49.9
 LH1191
 LH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4829058704(NAD 83)
 LH1191
 LH1191|---------------------------------------------------------------------|
 LH1191| PID    Reference Object                     Distance      Geod. Az  |
 LH1191|                                                           dddmmss.s |
 LH1191| CN9517 QUAIL AZ MK                                        0111952.0 |
 LH1191| CN9518 QUAIL RM 1                           41.694 METERS 08930     |
 LH1191| LH1192 QUAIL RM A                           42.453 METERS 15147     |
 LH1191| CN9519 QUAIL RM 2                           19.889 METERS 27152     |
 LH1191|---------------------------------------------------------------------|
 LH1191
 LH1191                          SUPERSEDED SURVEY CONTROL
 LH1191
 LH1191  NAD 83(1986)-  40 16 38.73688(N)    098 25 55.06767(W) AD(       ) 1
 LH1191  NAD 27      -  40 16 38.69388(N)    098 25 53.86576(W) AD(       ) 1
 LH1191  NGVD 29 (07/19/86)  612.3    (m)         2009.     (f) VERT ANG       
 LH1191
 LH1191.Superseded values are not recommended for survey control.
 LH1191
 LH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1191.See file dsdata.pdf to determine how the superseded data were derived.
 LH1191
 LH1191_MARKER: DS = TRIANGULATION STATION DISK
 LH1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1191_STAMPING: QUAIL 1966
 LH1191_MARK LOGO: CGS
 LH1191_PROJECTION: RECESSED 36 CENTIMETERS
 LH1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1191+STABILITY: SURFACE MOTION
 LH1191
 LH1191  HISTORY     - Date     Condition        Report By
 LH1191  HISTORY     - 1966     MONUMENTED       CGS
 LH1191  HISTORY     - 20010807 GOOD             NEDR
 LH1191
 LH1191                          STATION DESCRIPTION
 LH1191
 LH1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1191'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ROSEMONT, 4 MILES SOUTH
 LH1191'OF BLUE HILL AND 7-1/2 MILES NORTH OF COWLES.  IT IS IN THE
 LH1191'NORTHEAST 1/4 OF SEC. 34, T.4N., R.10 W., AND ON PROPERTY OWNED BY
 LH1191'MR. FRED TOEPFER.
 LH1191'
 LH1191'TO REACH STATION FROM THE POST OFFICE IN BLUE HILL, GO EAST FOR
 LH1191'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 281.  TURN RIGHT AND GO
 LH1191'SOUTH ON HIGHWAY 281 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 LH1191'4.  CONTINUE SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO CROSSROADS.
 LH1191'TURN LEFT, EAST, AND GO 0.65 MILE TO STATION ON THE RIGHT AS
 LH1191'DESCRIBED.
 LH1191'
 LH1191'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 LH1191'STATE HIGHWAY 4 BY GOING EAST ON HIGHWAY 4 FOR 0.95 MILE TO AZIMUTH
 LH1191'ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY AS DESCRIBED.  THIS IS AT
 LH1191'A POINT ABOUT 400 FEET OR THREE POWERLINE POLES BEFORE REACHING A
 LH1191'NORTH-SOUTH SECTION LINE ROAD.
 LH1191'
 LH1191'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LH1191'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE
 LH1191'SURFACE OF THE GROUND AND IS STAMPED QUAIL 1966.  IT IS 125 FEET
 LH1191'WEST OF DRIVEWAY LEADING TO AN OLD FARMHOUSE, 32-1/2 FEET WEST OF
 LH1191'CENTER OF A GRAVELED ROAD AND 20.3 FEET EAST OF A FENCE CORNER.
 LH1191'
 LH1191'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1191'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 LH1191'STAMPED QUAIL NO 1 1966.  IT IS 30 FEET SOUTH OF CENTER OF THE
 LH1191'GRAVELED ROAD, 12 FEET EAST OF THE DRIVEWAY AND 2.5 FEET WEST OF A
 LH1191'FENCE CORNER.
 LH1191'
 LH1191'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 LH1191'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 LH1191'STAMPED QUAIL NO 2 1966.  IT IS 33 FEET SOUTH OF THE CENTER OF THE
 LH1191'GRAVELED ROAD, 15.0 FEET NORTHWEST OF A 9 INCH, TWIN TRUNK TREE
 LH1191'AND 14.0 FEET NORTH OF A FENCE CORNER.
 LH1191'
 LH1191'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1191'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 LH1191'AND IS STAMPED QUAIL 1966.  IT IS 49 FEET SOUTH OF CENTER OF STATE
 LH1191'HIGHWAY 4, 8.0 FEET WEST OF A POWERLINE POLE, 3.3 FEET
 LH1191'WEST-NORTHWEST OF A METAL WITNESS POST AND 3.2 FEET EAST OF A
 LH1191'STATE HIGHWAY RIGHT-OF-WAY MARKER.
 LH1191'
 LH1191'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 LH1191
 LH1191                          STATION RECOVERY (2001)
 LH1191
 LH1191'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH1191'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF EAST
 LH1191'JUNCTION OF HIGHWAY 4 AND HIGHWAY 281 W/LINE L-910.  PROCEED SOUTH
 LH1191'DOWN GRAVEL COUNTY ROAD 1.0 MILE (1.6 KM) TO A CROSSROADS.  THEN TURN
 LH1191'LEFT GOING EAST DOWN DIRT COUNTY ROAD 0.65 MILE (1.05 KM) TO THE
 LH1191'TRIANGULATION STATION.  QUAIL AZ MK 1966 WAS ALSO RECOVERED IN GOOD
 LH1191'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1192 ***********************************************************************
 LH1192  DESIGNATION -  QUAIL RM A
 LH1192  PID         -  LH1192
 LH1192  STATE/COUNTY-  NE/WEBSTER
 LH1192  COUNTRY     -  US
 LH1192  USGS QUAD   -  BLUE HILL (2017)
 LH1192
 LH1192                         *CURRENT SURVEY CONTROL
 LH1192  ______________________________________________________________________
 LH1192* NAD 83(1995) POSITION- 40 16 37.51664(N) 098 25 54.21897(W)   ADJUSTED
 LH1192* NAVD 88 ORTHO HEIGHT -   611.9   (meters)     2008.    (feet) VERTCON
 LH1192  ______________________________________________________________________
 LH1192  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 LH1192  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 LH1192  HORZ ORDER      -  FIRST
 LH1192
 LH1192.The horizontal coordinates were established by classical geodetic methods
 LH1192.and adjusted by the National Geodetic Survey in August 1997.
 LH1192
 LH1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1192
 LH1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1192.GEOID18 height accuracy estimate available here.
 LH1192
 LH1192.Click photographs - Photos may exist for this station.
 LH1192
 LH1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1192
 LH1192. The following values were computed from the NAD 83(1995) position.
 LH1192
 LH1192;                    North         East     Units Scale Factor Converg.
 LH1192;SPC NE       -    50,481.018   633,355.473   MT  0.99988622   +1 02 21.4
 LH1192;SPC NE       -   165,619.81  2,077,933.75   sFT  0.99988622   +1 02 21.4
 LH1192;UTM  14      - 4,458,666.897   548,311.067   MT  0.99962873   +0 22 02.6
 LH1192
 LH1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1192!SPC NE       -   0.99990807  x   0.99988622  =   0.99979430
 LH1192!UTM  14      -   0.99990807  x   0.99962873  =   0.99953684
 LH1192
 LH1192:                Primary Azimuth Mark                     Grid Az
 LH1192:SPC NE       -  REIHER RESET                             208 16 06.1
 LH1192:UTM  14      -  REIHER RESET                             208 56 24.9
 LH1192
 LH1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4831158666(NAD 83)
 LH1192
 LH1192|---------------------------------------------------------------------|
 LH1192| PID    Reference Object                     Distance      Geod. Az  |
 LH1192|                                                           dddmmss.s |
 LH1192| LH1209 REIHER RESET                        APPROX.12.9 KM 2091827.5 |
 LH1192| LH1191 QUAIL                                42.456 METERS 33147     |
 LH1192|---------------------------------------------------------------------|
 LH1192
 LH1192                          SUPERSEDED SURVEY CONTROL
 LH1192
 LH1192  NAD 83(1986)-  40 16 37.52398(N)    098 25 54.21797(W) AD(       ) 1
 LH1192  NAD 27      -  40 16 37.48105(N)    098 25 53.01616(W) AD(       ) 1
 LH1192  NGVD 29 (07/19/86)  611.7    (m)         2007.     (f) VERT ANG       
 LH1192
 LH1192.Superseded values are not recommended for survey control.
 LH1192
 LH1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1192.See file dsdata.pdf to determine how the superseded data were derived.
 LH1192
 LH1192_MARKER: DS = TRIANGULATION STATION DISK
 LH1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1192_STAMPING: QUAIL RM A 1966
 LH1192_MARK LOGO: CGS
 LH1192_PROJECTION: RECESSED 46 CENTIMETERS
 LH1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1192+STABILITY: SURFACE MOTION
 LH1192
 LH1192  HISTORY     - Date     Condition        Report By
 LH1192  HISTORY     - 1966     MONUMENTED       CGS
 LH1192
 LH1192                          STATION DESCRIPTION
 LH1192
 LH1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1192'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 LH1192'AS TRIANGULATION STATION QUAIL.
 LH1192'
 LH1192'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.
 LH1192'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 LH1192'THAT IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK
 LH1192'IS STAMPED QUAIL RM A 1966.  THE MARK IS 90.5 FEET NORTH-NORTHEAST
 LH1192'OF THE NORTHWEST CORNER OF HOUSE, 50 FEET WEST OF THE APPROXIMATE
 LH1192'CENTER OF LANE AND 25 FEET NORTH OF THE NORTHWEST CORNER OF A
 LH1192'SMALL SHED.
 LH1192'
 LH1192'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION QUAIL,
 LH1192'DISTANCE BEING 42.456 METERS OR 139.29 FEET.
 LH1192'
 LH1192'OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1421 ***********************************************************************
 LF1421  DESIGNATION -  QUEEN
 LF1421  PID         -  LF1421
 LF1421  STATE/COUNTY-  NE/CASS
 LF1421  COUNTRY     -  US
 LF1421  USGS QUAD   -  ROCK BLUFF (2017)
 LF1421
 LF1421                         *CURRENT SURVEY CONTROL
 LF1421  ______________________________________________________________________
 LF1421* NAD 83(1995) POSITION- 40 56 00.64868(N) 095 50 38.59896(W)   ADJUSTED
 LF1421* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 LF1421  ______________________________________________________________________
 LF1421  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 LF1421  LAPLACE CORR    -         -9.56  (seconds)                    DEFLEC18
 LF1421  HORZ ORDER      -  SECOND
 LF1421
 LF1421.The horizontal coordinates were established by classical geodetic methods
 LF1421.and adjusted by the National Geodetic Survey in August 1997.
 LF1421
 LF1421.The orthometric height was scaled from a topographic map.
 LF1421
 LF1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1421.GEOID18 height accuracy estimate available here.
 LF1421
 LF1421.Click photographs - Photos may exist for this station.
 LF1421
 LF1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1421
 LF1421. The following values were computed from the NAD 83(1995) position.
 LF1421
 LF1421;                    North         East     Units Scale Factor Converg.
 LF1421;SPC NE       -   130,557.809   849,775.418   MT  0.99970814   +2 45 14.9
 LF1421;SPC NE       -   428,338.41  2,787,971.52   sFT  0.99970814   +2 45 14.9
 LF1421;UTM  15      - 4,535,271.800   260,556.312   MT  1.00030571   -1 51 51.3
 LF1421
 LF1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1421!SPC NE       -   0.99995885  x   0.99970814  =   0.99966700
 LF1421!UTM  15      -   0.99995885  x   1.00030571  =   1.00026455
 LF1421
 LF1421:                Primary Azimuth Mark                     Grid Az
 LF1421:SPC NE       -  QUEEN AZ MK                              279 00 11.2
 LF1421:UTM  15      -  QUEEN AZ MK                              283 37 17.4
 LF1421
 LF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6055635271(NAD 83)
 LF1421
 LF1421|---------------------------------------------------------------------|
 LF1421| PID    Reference Object                     Distance      Geod. Az  |
 LF1421|                                                           dddmmss.s |
 LF1421| CL8221 QUEEN RM 1                            5.867 METERS 09957     |
 LF1421| LF1428 MURRAY MUNICIPAL TANK               APPROX. 7.5 KM 2543851.8 |
 LF1421| CL8220 QUEEN AZ MK                                        2814526.1 |
 LF1421| CL8222 QUEEN RM 2                            7.419 METERS 35759     |
 LF1421|---------------------------------------------------------------------|
 LF1421
 LF1421                          SUPERSEDED SURVEY CONTROL
 LF1421
 LF1421  NAD 83(1986)-  40 56 00.65720(N)    095 50 38.59536(W) AD(       ) 2
 LF1421  NAD 27      -  40 56 00.65700(N)    095 50 37.56800(W) AD(       ) 2
 LF1421
 LF1421.Superseded values are not recommended for survey control.
 LF1421
 LF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1421.See file dsdata.pdf to determine how the superseded data were derived.
 LF1421
 LF1421_MARKER: DS = TRIANGULATION STATION DISK
 LF1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1421_STAMPING: QUEEN 1947
 LF1421_MARK LOGO: CGS
 LF1421_PROJECTION: FLUSH
 LF1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1421+STABILITY: SURFACE MOTION
 LF1421
 LF1421  HISTORY     - Date     Condition        Report By
 LF1421  HISTORY     - 1947     MONUMENTED       CGS
 LF1421
 LF1421                          STATION DESCRIPTION
 LF1421
 LF1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1421'STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF PLATTSMOUTH AND 4-1/2
 LF1421'MILES EAST-NORTHEAST OF MURRAY ON A HIGH POINT OVERLOOKING THE
 LF1421'MISSOURI RIVER TO THE EAST.  STATION IS 9 FEET EAST OF
 LF1421'FENCELINE AND 4 FEET EAST OF WITNESS POST.  THE MARK IS FLUSH
 LF1421'WITH THE GROUND AND THE DISK IS STAMPED QUEEN 1947.
 LF1421'
 LF1421'REFERENCE MARK NO. 1 IS 19.25 FEET EAST OF STATION.  THE MARK
 LF1421'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED QUEEN NO 1 1947.
 LF1421'
 LF1421'REFERENCE MARK NO. 2 IS 24.34 FEET NORTH OF STATION AND 2 FEET
 LF1421'EAST OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LF1421'DISK IS STAMPED QUEEN NO 2 1947.
 LF1421'
 LF1421'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF STATION ON NEXT
 LF1421'RIDGE, 3.5 FEET EAST OF WITNESS POST AND 1.5 FEET SOUTH OF
 LF1421'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LF1421'QUEEN 1947.
 LF1421'
 LF1421'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAYS 75 AND 34
 LF1421'IN PLATTSMOUTH, GO SOUTH ON U.S. HIGHWAYS 75 AND 34 FOR 5.8 MILES
 LF1421'TO DIRT T ROAD LEFT.  TURN LEFT AND GO EAST FOR 2.35 MILES TO
 LF1421'CROSSROADS.  BEAR RIGHT AND CONTINUE SOUTHEASTERLY 0.95 MILE TO
 LF1421'T INTERSECTION.  TURN RIGHT AND GO SOUTH 0.1 MILE TO SECOND ROAD
 LF1421'LEADING LEFT.  TURN LEFT AND GO EAST 0.45 MILE TO DRIVEWAY TO
 LF1421'FARMHOUSE.  CONTINUE UP DRIVEWAY 0.15 MILE TO FARMHOUSE AND END
 LF1421'OF TRUCK TRAVEL.  PACK NORTHWESTERLY UP STEEP RIDGE ABOUT 1/4
 LF1421'MILE TO HIGHEST POINT AND STATION OVERLOOKING THE MISSOURI
 LF1421'RIVER AS DESCRIBED.  IN DRY WEATHER A TRUCK MAY BE DRIVEN TO
 LF1421'THE STATION BY MAKING INQUIRY AT FARMHOUSE.
 LF1421'
 LF1421'TO REACH AZIMUTH FROM STATION GO WEST APPROZIMATELY 0.4 MILE TO
 LF1421'NEXT RIDGE AND AZIMUTH ALONG FENCELINE AS DESCRIBED.
 LF1421'
 LF1421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0447 ***********************************************************************
 LJ0447  DESIGNATION -  QUICK
 LJ0447  PID         -  LJ0447
 LJ0447  STATE/COUNTY-  NE/FRONTIER
 LJ0447  COUNTRY     -  US
 LJ0447  USGS QUAD   -  QUICK (2017)
 LJ0447
 LJ0447                         *CURRENT SURVEY CONTROL
 LJ0447  ______________________________________________________________________
 LJ0447* NAD 83(1995) POSITION- 40 26 42.33035(N) 100 38 54.24625(W)   ADJUSTED
 LJ0447* NAVD 88 ORTHO HEIGHT -   869.    (meters)     2851.    (feet) SCALED
 LJ0447  ______________________________________________________________________
 LJ0447  GEOID HEIGHT    -        -23.412 (meters)                     GEOID18
 LJ0447  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LJ0447  HORZ ORDER      -  THIRD
 LJ0447
 LJ0447.The horizontal coordinates were established by classical geodetic methods
 LJ0447.and adjusted by the National Geodetic Survey in August 1997.
 LJ0447
 LJ0447.The orthometric height was scaled from a topographic map.
 LJ0447
 LJ0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0447.GEOID18 height accuracy estimate available here.
 LJ0447
 LJ0447.Click photographs - Photos may exist for this station.
 LJ0447
 LJ0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0447
 LJ0447. The following values were computed from the NAD 83(1995) position.
 LJ0447
 LJ0447;                    North         East     Units Scale Factor Converg.
 LJ0447;SPC NE       -    68,130.482   445,001.604   MT  0.99982837   -0 25 46.9
 LJ0447;SPC NE       -   223,524.76  1,459,976.10   sFT  0.99982837   -0 25 46.9
 LJ0447;UTM  14      - 4,478,464.670   360,207.654   MT  0.99984055   -1 04 10.3
 LJ0447
 LJ0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0447!SPC NE       -   0.99986732  x   0.99982837  =   0.99969571
 LJ0447!UTM  14      -   0.99986732  x   0.99984055  =   0.99970789
 LJ0447
 LJ0447:                Primary Azimuth Mark                     Grid Az
 LJ0447:SPC NE       -  QUICK AZ MK                              357 30 45.1
 LJ0447:UTM  14      -  QUICK AZ MK                              358 09 08.5
 LJ0447
 LJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6020778464(NAD 83)
 LJ0447
 LJ0447|---------------------------------------------------------------------|
 LJ0447| PID    Reference Object                     Distance      Geod. Az  |
 LJ0447|                                                           dddmmss.s |
 LJ0447| CN9525 QUICK RM 1                            7.760 METERS 09353     |
 LJ0447| CN9526 QUICK RM 2                            9.346 METERS 18716     |
 LJ0447| CN9524 QUICK AZ MK                                        3570458.2 |
 LJ0447|---------------------------------------------------------------------|
 LJ0447
 LJ0447                          SUPERSEDED SURVEY CONTROL
 LJ0447
 LJ0447  NAD 83(1986)-  40 26 42.33579(N)    100 38 54.25276(W) AD(       ) 3
 LJ0447  NAD 27      -  40 26 42.30915(N)    100 38 52.68934(W) AD(       ) 3
 LJ0447
 LJ0447.Superseded values are not recommended for survey control.
 LJ0447
 LJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0447.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0447
 LJ0447_MARKER: DS = TRIANGULATION STATION DISK
 LJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0447_STAMPING: QUICK 1951
 LJ0447_MARK LOGO: CGS
 LJ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0447+STABILITY: SURFACE MOTION
 LJ0447
 LJ0447  HISTORY     - Date     Condition        Report By
 LJ0447  HISTORY     - 1951     MONUMENTED       CGS
 LJ0447  HISTORY     - 1957     GOOD             CGS
 LJ0447
 LJ0447                          STATION DESCRIPTION
 LJ0447
 LJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0447'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH OF MC COOK AND
 LJ0447'ABOUT 15.0 MILES SOUTH OF MAYWOOD IN THE SOUTHWEST CORNER
 LJ0447'OF A CULTIVATED FIELD, 36 FEET EAST OF THE CENTER OF U.S.
 LJ0447'HIGHWAY 83 AND 4 FEET NORTHEAST OF A FENCE CORNER IN NORTHWEST
 LJ0447'CORNER OF A CEMETERY.  IT IS STAMPED QUICK 1951 AND PROJECTS
 LJ0447'1 INCH.
 LJ0447'
 LJ0447'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A CULTIVATED
 LJ0447'FIELD, 27 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN
 LJ0447'EAST-WEST FENCE LINE.  IT IS STAMPED QUICK NO 1 1951 AND
 LJ0447'PROJECTS 1 INCH.
 LJ0447'
 LJ0447'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 LJ0447'EAST OF THE CENTER OF U.S. HIGHWAY 83, 28 FEET SOUTH OF A
 LJ0447'FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LJ0447'IT IS STAMPED QUICK NO 2 1951 AND IS FLUSH WITH THE GROUND
 LJ0447'SURFACE.
 LJ0447'
 LJ0447'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 41.03 FEET.
 LJ0447'
 LJ0447'THE AZIMUTH MARK IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 LJ0447'30 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83 AND 2 FEET WEST
 LJ0447'OF A TELEPHONE POLE.  IT IS STAMPED QUICK 1951 AND PROJECTS
 LJ0447'2 INCHES.
 LJ0447'
 LJ0447'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF
 LJ0447'THE POST OFFICE IN MC COOK, GO WEST ON U.S. HIGHWAYS 83,
 LJ0447'34 AND 6 FOR 0.9 MILE TO JUNCTION OF THESE HIGHWAYS, TURN
 LJ0447'RIGHT AND GO NORTH ON U.S. HIGHWAY 83 FOR 16.9 MILES TO A
 LJ0447'CEMETERY ON RIGHT AND STATION JUST NORTH OF NORTHWEST CORNER
 LJ0447'AS DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO AZIMUTH MARK
 LJ0447'ON LEFT AS DESCRIBED.
 LJ0447
 LJ0447                          STATION RECOVERY (1957)
 LJ0447
 LJ0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LJ0447'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0447'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S. HIGHWAY
 LJ0447'83 WILL DESTROY THE STATION MARK, REFERENCE MARK, AND THE
 LJ0447'AZIMUTH MARK.  THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION
 LJ0447'OF QUICK 2 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0448 ***********************************************************************
 LJ0448  DESIGNATION -  QUICK 2
 LJ0448  PID         -  LJ0448
 LJ0448  STATE/COUNTY-  NE/FRONTIER
 LJ0448  COUNTRY     -  US
 LJ0448  USGS QUAD   -  QUICK (2017)
 LJ0448
 LJ0448                         *CURRENT SURVEY CONTROL
 LJ0448  ______________________________________________________________________
 LJ0448* NAD 83(1995) POSITION- 40 26 42.32567(N) 100 38 54.07233(W)   ADJUSTED
 LJ0448* NAVD 88 ORTHO HEIGHT -   868.89  (+/-2cm)     2850.7   (feet) VERTCON
 LJ0448  ______________________________________________________________________
 LJ0448  GEOID HEIGHT    -        -23.412 (meters)                     GEOID18
 LJ0448  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LJ0448  HORZ ORDER      -  SECOND
 LJ0448  VERT ORDER      -  THIRD ? (See Below)
 LJ0448
 LJ0448.The horizontal coordinates were established by classical geodetic methods
 LJ0448.and adjusted by the National Geodetic Survey in August 1997.
 LJ0448
 LJ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0448
 LJ0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0448.GEOID18 height accuracy estimate available here.
 LJ0448
 LJ0448.The vertical order pertains to the NGVD 29 superseded value.
 LJ0448
 LJ0448.Click photographs - Photos may exist for this station.
 LJ0448
 LJ0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0448
 LJ0448. The following values were computed from the NAD 83(1995) position.
 LJ0448
 LJ0448;                    North         East     Units Scale Factor Converg.
 LJ0448;SPC NE       -    68,130.307   445,005.701   MT  0.99982837   -0 25 46.8
 LJ0448;SPC NE       -   223,524.18  1,459,989.54   sFT  0.99982837   -0 25 46.8
 LJ0448;UTM  14      - 4,478,464.449   360,211.749   MT  0.99984054   -1 04 10.2
 LJ0448
 LJ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0448!SPC NE       -   0.99986739  x   0.99982837  =   0.99969578
 LJ0448!UTM  14      -   0.99986739  x   0.99984054  =   0.99970795
 LJ0448
 LJ0448:                Primary Azimuth Mark                     Grid Az
 LJ0448:SPC NE       -  QUICK 2 AZ MK                            185 05 41.1
 LJ0448:UTM  14      -  QUICK 2 AZ MK                            185 44 04.5
 LJ0448
 LJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6021178464(NAD 83)
 LJ0448
 LJ0448|---------------------------------------------------------------------|
 LJ0448| PID    Reference Object                     Distance      Geod. Az  |
 LJ0448|                                                           dddmmss.s |
 LJ0448| CN9525 QUICK RM 1                            3.664 METERS 09601     |
 LJ0448| CN9528 QUICK 2 RM 3                         23.107 METERS 18255     |
 LJ0448| CN9527 QUICK 2 AZ MK                                      1843954.3 |
 LJ0448| LJ0447 QUICK                                 4.101 METERS 27201     |
 LJ0448| CN9524 QUICK AZ MK                                        3563253.5 |
 LJ0448|---------------------------------------------------------------------|
 LJ0448
 LJ0448                          SUPERSEDED SURVEY CONTROL
 LJ0448
 LJ0448  NAD 83(1986)-  40 26 42.33111(N)    100 38 54.07884(W) AD(       ) 2
 LJ0448  NAD 27      -  40 26 42.30448(N)    100 38 52.51543(W) AD(       ) 2
 LJ0448  NGVD 29             868.55   (m)         2849.6    (f) LEVELING    3  
 LJ0448
 LJ0448.Superseded values are not recommended for survey control.
 LJ0448
 LJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0448.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0448
 LJ0448_MARKER: DS = TRIANGULATION STATION DISK
 LJ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0448_STAMPING: QUICK 2 1957
 LJ0448_MARK LOGO: CGS
 LJ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0448+STABILITY: SURFACE MOTION
 LJ0448
 LJ0448  HISTORY     - Date     Condition        Report By
 LJ0448  HISTORY     - 1957     MONUMENTED       CGS
 LJ0448
 LJ0448                          STATION DESCRIPTION
 LJ0448
 LJ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LJ0448'STATION IS LOCATED ABOUT 17 MILES NORTH OF MC COOK AND 15
 LJ0448'MILES SOUTH OF MAYWOOD ON THE EAST SIDE OF U.S. HIGHWAY 83,
 LJ0448'AT THE NORTHWEST CORNER OF A CEMETERY, 193 FEET NORTHEAST OF THE
 LJ0448'NORTHEAST CORNER OF A METHODIST CHURCH, 78 FEET NORTH-NORTHWEST
 LJ0448'OF THE MILLER TOMBSTONE, 55 FEET EAST OF THE CENTER OF U.S.
 LJ0448'HIGHWAY 83, 3 FEET NORTHEAST OF THE NORTHWEST CORNER OF CEMETERY
 LJ0448'FENCE, AND 2 FEET NORTH OF THE NORTH SIDE OF THE CEMETERY
 LJ0448'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LJ0448'QUICK 2 1957.
 LJ0448'
 LJ0448'REFERENCE MARK NO. 1 IS 67 FEET EAST OF THE CENTER OF U.S.
 LJ0448'HIGHWAY 83, 14 FEET EAST OF THE NORTHWEST CORNER OF CEMETERY
 LJ0448'FENCE, AND 1 FOOT NORTH OF THE NORTH SIDE OF CEMETERY FENCE.
 LJ0448'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LJ0448'IS STAMPED QUICK NO 1 1951.
 LJ0448'
 LJ0448'REFERENCE MARK NO. 3 IS 73 FEET SOUTH OF THE NORTHWEST CORNER
 LJ0448'OF CEMETERY FENCE, 52 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 LJ0448'83, 27 FEET WEST OF THE WEST FACE OF THE MILLER TOMBSTONE,
 LJ0448'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 LJ0448'DISK IS STAMPED QUICK 2 NO 3 1957.
 LJ0448'
 LJ0448'AZIMUTH MARK IS ABOUT 1/4 MILE NORTH OF THE FORMER SITE OF
 LJ0448'THE QUICK POST OFFICE, 60 FEET WEST OF THE CENTER OF U.S.
 LJ0448'HIGHWAY 83, AND 2.5 FEET NORTH OF TELEPHONE POLE NO. 5.  THE
 LJ0448'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED QUICK 2 1957.
 LJ0448'
 LJ0448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6,
 LJ0448'34, AND 83 AT THE WEST EDGE OF MC COOK, GO NORTH ON U.S.
 LJ0448'HIGHWAY 83 FOR 16.8 MILES TO THE METHODIST CHURCH ON THE
 LJ0448'LEFT AND THE STATION ON THE RIGHT BY A CEMETERY AS DESCRIBED.
 LJ0448'
 LJ0448'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LJ0448'HIGHWAY 83 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LJ0448'
 LJ0448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1277 ***********************************************************************
 LG1277  DESIGNATION -  QUINCY AZ MK
 LG1277  PID         -  LG1277
 LG1277  STATE/COUNTY-  NE/FILLMORE
 LG1277  COUNTRY     -  US
 LG1277  USGS QUAD   -  EXETER (2017)
 LG1277
 LG1277                         *CURRENT SURVEY CONTROL
 LG1277  ______________________________________________________________________
 LG1277* NAD 83(1986) POSITION- 40 38 58.77   (N) 097 23 04.48   (W)   HD_HELD1
 LG1277* NAVD 88 ORTHO HEIGHT -   480.442 (meters)     1576.25  (feet) ADJUSTED
 LG1277  ______________________________________________________________________
 LG1277  GEOID HEIGHT    -        -26.824 (meters)                     GEOID18
 LG1277  DYNAMIC HEIGHT  -        480.178 (meters)     1575.38  (feet) COMP
 LG1277  MODELED GRAVITY -    980,062.3   (mgal)                       NAVD 88
 LG1277
 LG1277  VERT ORDER      -  FIRST     CLASS II
 LG1277
 LG1277.The horizontal coordinates were determined by differentially corrected
 LG1277.hand held GPS observations or other comparable positioning techniques
 LG1277.and have an estimated accuracy of +/- 3 meters.
 LG1277
 LG1277.The orthometric height was determined by differential leveling and
 LG1277.adjusted by the NATIONAL GEODETIC SURVEY
 LG1277.in May 1993.
 LG1277
 LG1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1277.GEOID18 height accuracy estimate available here.
 LG1277
 LG1277.Click photographs - Photos may exist for this station.
 LG1277
 LG1277.The dynamic height is computed by dividing the NAVD 88
 LG1277.geopotential number by the normal gravity value computed on the
 LG1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1277.degrees latitude (g = 980.6199 gals.).
 LG1277
 LG1277.The modeled gravity was interpolated from observed gravity values.
 LG1277
 LG1277;                    North         East    Units  Estimated Accuracy
 LG1277;SPC NE       -    93,980.6     721,125.3     MT  (+/- 3 meters HH1 GPS) 
 LG1277
 LG1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3657901121(NAD 83)
 LG1277
 LG1277                          SUPERSEDED SURVEY CONTROL
 LG1277
 LG1277.No superseded survey control is available for this station.
 LG1277
 LG1277_MARKER: DZ = AZIMUTH MARK DISK
 LG1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1277_STAMPING: QUINCY 1950
 LG1277_MARK LOGO: CGS
 LG1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1277+STABILITY: SURFACE MOTION
 LG1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1277+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1277
 LG1277  HISTORY     - Date     Condition        Report By
 LG1277  HISTORY     - 1950     MONUMENTED       CGS
 LG1277  HISTORY     - 19911008 GOOD             NGS
 LG1277
 LG1277                          STATION DESCRIPTION
 LG1277
 LG1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1277'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1277'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.3 KM (0.20 MI) EAST OF THE
 LG1277'INTERSECTION OF A GRAVELED ROAD, 72.3 M (237.2 FT) NORTH OF THE
 LG1277'HIGHWAY CENTERLINE, 28.7 M (94.2 FT) NORTH OF THE NEAR RAIL OF THE
 LG1277'BURLINGTON NORTHERN RAILROAD, 4.5 M (14.8 FT) EAST OF AND LEVEL WITH
 LG1277'THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) WEST OF A CONCRETE
 LG1277'FENCE POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LG1277'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1351 ***********************************************************************
 LG1351  DESIGNATION -  QUINCY RESET
 LG1351  PID         -  LG1351
 LG1351  STATE/COUNTY-  NE/FILLMORE
 LG1351  COUNTRY     -  US
 LG1351  USGS QUAD   -  EXETER (2017)
 LG1351
 LG1351                         *CURRENT SURVEY CONTROL
 LG1351  ______________________________________________________________________
 LG1351* NAD 83(1995) POSITION- 40 38 58.60546(N) 097 22 35.40154(W)   ADJUSTED
 LG1351* NAVD 88 ORTHO HEIGHT -   479.098 (meters)     1571.84  (feet) ADJUSTED
 LG1351  ______________________________________________________________________
 LG1351  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 LG1351  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 LG1351  DYNAMIC HEIGHT  -        478.836 (meters)     1570.98  (feet) COMP
 LG1351  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 LG1351
 LG1351  HORZ ORDER      -  SECOND
 LG1351  VERT ORDER      -  FIRST     CLASS II
 LG1351
 LG1351.The horizontal coordinates were established by classical geodetic methods
 LG1351.and adjusted by the National Geodetic Survey in August 1997.
 LG1351
 LG1351.The orthometric height was determined by differential leveling and
 LG1351.adjusted by the NATIONAL GEODETIC SURVEY
 LG1351.in May 1993.
 LG1351
 LG1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1351.GEOID18 height accuracy estimate available here.
 LG1351
 LG1351.Click photographs - Photos may exist for this station.
 LG1351
 LG1351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1351
 LG1351.The dynamic height is computed by dividing the NAVD 88
 LG1351.geopotential number by the normal gravity value computed on the
 LG1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1351.degrees latitude (g = 980.6199 gals.).
 LG1351
 LG1351.The modeled gravity was interpolated from observed gravity values.
 LG1351
 LG1351. The following values were computed from the NAD 83(1995) position.
 LG1351
 LG1351;                    North         East     Units Scale Factor Converg.
 LG1351;SPC NE       -    93,996.246   721,808.157   MT  0.99976933   +1 44 18.9
 LG1351;SPC NE       -   308,386.02  2,368,132.26   sFT  0.99976933   +1 44 18.9
 LG1351;UTM  14      - 4,501,128.940   637,262.119   MT  0.99983191   +1 03 27.9
 LG1351
 LG1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1351!SPC NE       -   0.99992906  x   0.99976933  =   0.99969841
 LG1351!UTM  14      -   0.99992906  x   0.99983191  =   0.99976098
 LG1351
 LG1351:                Primary Azimuth Mark                     Grid Az
 LG1351:SPC NE       -  QUINCY AZ MK                             268 41 55.5
 LG1351:UTM  14      -  QUINCY AZ MK                             269 22 46.5
 LG1351
 LG1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3726201128(NAD 83)
 LG1351
 LG1351|---------------------------------------------------------------------|
 LG1351| PID    Reference Object                     Distance      Geod. Az  |
 LG1351|                                                           dddmmss.s |
 LG1351| LG1278 QUINCY RM 1                          27.395 METERS 07218     |
 LG1351| LG1277 QUINCY AZ MK                                       2702614.4 |
 LG1351| LG1279 QUINCY RM 2                          25.448 METERS 28054     |
 LG1351|---------------------------------------------------------------------|
 LG1351
 LG1351                          SUPERSEDED SURVEY CONTROL
 LG1351
 LG1351  NAD 83(1986)-  40 38 58.61311(N)    097 22 35.40218(W) AD(       ) 2
 LG1351  NAD 27      -  40 38 58.58900(N)    097 22 34.23400(W) AD(       ) 2
 LG1351
 LG1351.Superseded values are not recommended for survey control.
 LG1351
 LG1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1351.See file dsdata.pdf to determine how the superseded data were derived.
 LG1351
 LG1351_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1351_STAMPING: QUINCY 1950 1991
 LG1351_MARK LOGO: NGS
 LG1351_PROJECTION: PROJECTING 21 CENTIMETERS
 LG1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1351+STABILITY: SURFACE MOTION
 LG1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1351+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 LG1351
 LG1351  HISTORY     - Date     Condition        Report By
 LG1351  HISTORY     - 1991     MONUMENTED       NGS
 LG1351  HISTORY     - 19911021 GOOD             NGS
 LG1351  HISTORY     - 20200728 GOOD             WSRR
 LG1351
 LG1351                          STATION DESCRIPTION
 LG1351
 LG1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RAE)
 LG1351'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1351'GOOD CONDITION, EXCEPT THE SURFACE STATION MARK HAS BEEN DISPLACED.
 LG1351'THE UNDERGROUND STATION MARK WAS RECOVERED AND A NEW SURFACE STATION
 LG1351'MARK WAS ESTABLISHED PLUMB OVER THE UNDERGROUND MARK.  A COMPLETE
 LG1351'DESCRIPTION FOLLOWS.
 LG1351'
 LG1351'STATION IS LOCATED ABOUT 5 MILES WEST OF FRIEND AND 4 MILES EAST OF
 LG1351'EXETER ALONG THE RIGHT-OF-WAY OF THE CHICAGO, BURLINGTON AND QUINCY
 LG1351'RAILROAD AND U.S. HIGHWAY 6, 60 FEET WEST-SOUTHWEST OF THE 4TH POLE
 LG1351'EAST OF MILEPOST 102, 80 FEET EAST-SOUTHEAST OF THE 3RD POLE EAST OF
 LG1351'MILEPOST 102, 91 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 46
 LG1351'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 22 FEET WEST-NORTHWEST
 LG1351'OF A CONCRETE ROW MARKER POST, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 LG1351'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED QUINCY 1950
 LG1351'1991.
 LG1351'
 LG1351'TO REACH THE STATION FROM THE RAILROAD STATION IN EXETER, GO SOUTH ON
 LG1351'THE MAIN STREET FOR 0.35 MILE TO JUNCTION WITH U.S. HIGHWAY 6.  TURN
 LG1351'LEFT AND GO EAST ON U.S. HIGHWAY 6 FOR 4.1 MILES TO THE STATION ON THE
 LG1351'LEFT AS DESCRIBED.
 LG1351'
 LG1351'TO REACH THIS STATION FROM THE RAILROAD STATION IN FRIEND, GO WEST ON
 LG1351'U.S. HIGHWAY 6 FOR 4.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG1351'
 LG1351'REFERENCE MARK NO. 1 IS 89.88 FEET EAST-NORTHEAST OF THE STATION, 71
 LG1351'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 67 FEET NORTH OF THE CENTER
 LG1351'OF U.S. HIGHWAY 6, AND 33 FEET EAST OF THE 4TH POLE EAST OF MILEPOST
 LG1351'102.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED QUINCY
 LG1351'NO 1 1950.
 LG1351'
 LG1351'REFERENCE MARK NO. 2 IS 83.55 FEET WEST-NORTHWEST OF THE STATION, 69
 LG1351'FEET SOUTH OF THE SOUTH RAIL OF TRACK, 69 FEET NORTH OF THE CENTERLINE
 LG1351'OF U.S. HIGHWAY 6, AND 5 FEET WEST-SOUTHWEST OF THE 3RD POLE EAST OF
 LG1351'MILEPOST 102.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LG1351'THE DISK IS STAMPED QUINCY NO 2 1950.
 LG1351'
 LG1351'AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 94 FEET NORTH OF THE
 LG1351'NORTH RAIL OF RAILROAD TRACK, 5 FEET EAST-SOUTHEAST OF GATE POST, 4
 LG1351'FEET SOUTH OF FENCE, AND 1 FOOT SOUTH OF A NEW STEEL POST.  THE MARK
 LG1351'PROJECTS 2 INCHES AND THE DISK IS STAMPED QUINCY 1950.
 LG1351'
 LG1351'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.  HIGHWAY 6
 LG1351'FOR 0.45 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH,
 LG1351'CROSSING TRACK, TO A GATE IN THE NORTH RIGHT-OF-WAY FENCE OF THE
 LG1351'RAILROAD AND THE AZIMUTH MARK AS DESCRIBED.
 LG1351
 LG1351                          STATION RECOVERY (1991)
 LG1351
 LG1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1351'0.4 KM (0.25 MI) SOUTHERLY ALONG BURLINGTON AVENUE FROM THE POST
 LG1351'OFFICE IN EXETER, THENCE 6.6 KM (4.10 MI) EASTERLY ALONG U.S.
 LG1351'HIGHWAY 6, 27.8 M (91.2 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 LG1351'NORTHERN RAILROAD, 24.0 M (78.7 FT) EAST OF A UTILITY POLE, 18.2 M
 LG1351'(59.7 FT) WEST OF A UTILITY POLE, 14.3 M (46.9 FT) NORTH OF THE
 LG1351'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A UTILITY POLE, AND
 LG1351'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 LG1351
 LG1351                          STATION RECOVERY (2020)
 LG1351
 LG1351'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG1351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1278 ***********************************************************************
 LG1278  DESIGNATION -  QUINCY RM 1
 LG1278  PID         -  LG1278
 LG1278  STATE/COUNTY-  NE/FILLMORE
 LG1278  COUNTRY     -  US
 LG1278  USGS QUAD   -  EXETER (2017)
 LG1278
 LG1278                         *CURRENT SURVEY CONTROL
 LG1278  ______________________________________________________________________
 LG1278* NAD 83(1986) POSITION- 40 38 58.88   (N) 097 22 34.29   (W)   HD_HELD1
 LG1278* NAVD 88 ORTHO HEIGHT -   478.765 (meters)     1570.75  (feet) ADJUSTED
 LG1278  ______________________________________________________________________
 LG1278  GEOID HEIGHT    -        -26.833 (meters)                     GEOID18
 LG1278  DYNAMIC HEIGHT  -        478.502 (meters)     1569.89  (feet) COMP
 LG1278  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 LG1278
 LG1278  VERT ORDER      -  FIRST     CLASS II
 LG1278
 LG1278.The horizontal coordinates were determined by differentially corrected
 LG1278.hand held GPS observations or other comparable positioning techniques
 LG1278.and have an estimated accuracy of +/- 3 meters.
 LG1278
 LG1278.The orthometric height was determined by differential leveling and
 LG1278.adjusted by the NATIONAL GEODETIC SURVEY
 LG1278.in May 1993.
 LG1278
 LG1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1278.GEOID18 height accuracy estimate available here.
 LG1278
 LG1278.Click photographs - Photos may exist for this station.
 LG1278
 LG1278.The dynamic height is computed by dividing the NAVD 88
 LG1278.geopotential number by the normal gravity value computed on the
 LG1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1278.degrees latitude (g = 980.6199 gals.).
 LG1278
 LG1278.The modeled gravity was interpolated from observed gravity values.
 LG1278
 LG1278;                    North         East    Units  Estimated Accuracy
 LG1278;SPC NE       -    94,005.5     721,834.0     MT  (+/- 3 meters HH1 GPS) 
 LG1278
 LG1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3728801137(NAD 83)
 LG1278
 LG1278                          SUPERSEDED SURVEY CONTROL
 LG1278
 LG1278.No superseded survey control is available for this station.
 LG1278
 LG1278_MARKER: DR = REFERENCE MARK DISK
 LG1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1278_STAMPING: QUINCY NO 1 1950
 LG1278_MARK LOGO: CGS
 LG1278_PROJECTION: FLUSH
 LG1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1278+STABILITY: SURFACE MOTION
 LG1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1278+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1278
 LG1278  HISTORY     - Date     Condition        Report By
 LG1278  HISTORY     - 1950     MONUMENTED       CGS
 LG1278  HISTORY     - 19911008 GOOD             NGS
 LG1278
 LG1278                          STATION DESCRIPTION
 LG1278
 LG1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1278'18.9 KM (11.75 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1278'OF U.S. HIGHWAY 81 IN FAIRMONT, 0.7 KM (0.45 MI) WEST OF THE
 LG1278'FILLMORE-SALINE COUNTY LINE, 21.6 M (70.9 FT) SOUTH OF THE NEAR RAIL
 LG1278'OF THE BURLINGTON NORTHERN RAILROAD, 20.7 M (67.9 FT) NORTH OF THE
 LG1278'HIGHWAY CENTERLINE, 10.0 M (32.8 FT) EAST OF A UTILITY POLE, 0.3 M
 LG1278'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 LG1278'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1279 ***********************************************************************
 LG1279  DESIGNATION -  QUINCY RM 2
 LG1279  PID         -  LG1279
 LG1279  STATE/COUNTY-  NE/FILLMORE
 LG1279  COUNTRY     -  US
 LG1279  USGS QUAD   -  EXETER (2017)
 LG1279
 LG1279                         *CURRENT SURVEY CONTROL
 LG1279  ______________________________________________________________________
 LG1279* NAD 83(1986) POSITION- 40 38 58.76   (N) 097 22 36.47   (W)   HD_HELD1
 LG1279* NAVD 88 ORTHO HEIGHT -   479.138 (meters)     1571.97  (feet) ADJUSTED
 LG1279  ______________________________________________________________________
 LG1279  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 LG1279  DYNAMIC HEIGHT  -        478.876 (meters)     1571.11  (feet) COMP
 LG1279  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 LG1279
 LG1279  VERT ORDER      -  FIRST     CLASS II
 LG1279
 LG1279.The horizontal coordinates were determined by differentially corrected
 LG1279.hand held GPS observations or other comparable positioning techniques
 LG1279.and have an estimated accuracy of +/- 3 meters.
 LG1279
 LG1279.The orthometric height was determined by differential leveling and
 LG1279.adjusted by the NATIONAL GEODETIC SURVEY
 LG1279.in May 1993.
 LG1279
 LG1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1279.GEOID18 height accuracy estimate available here.
 LG1279
 LG1279.Click photographs - Photos may exist for this station.
 LG1279
 LG1279.The dynamic height is computed by dividing the NAVD 88
 LG1279.geopotential number by the normal gravity value computed on the
 LG1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1279.degrees latitude (g = 980.6199 gals.).
 LG1279
 LG1279.The modeled gravity was interpolated from observed gravity values.
 LG1279
 LG1279;                    North         East    Units  Estimated Accuracy
 LG1279;SPC NE       -    94,000.2     721,782.9     MT  (+/- 3 meters HH1 GPS) 
 LG1279
 LG1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3723601133(NAD 83)
 LG1279
 LG1279                          SUPERSEDED SURVEY CONTROL
 LG1279
 LG1279.No superseded survey control is available for this station.
 LG1279
 LG1279_MARKER: DR = REFERENCE MARK DISK
 LG1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1279_STAMPING: QUINCY NO 2 1950
 LG1279_MARK LOGO: CGS
 LG1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1279+STABILITY: SURFACE MOTION
 LG1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1279+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1279
 LG1279  HISTORY     - Date     Condition        Report By
 LG1279  HISTORY     - 1950     MONUMENTED       CGS
 LG1279  HISTORY     - 19911008 GOOD             NGS
 LG1279
 LG1279                          STATION DESCRIPTION
 LG1279
 LG1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1279'18.9 KM (11.75 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1279'OF U.S. HIGHWAY 81 IN FAIRMONT, 0.7 KM (0.45 MI) WEST OF THE
 LG1279'FILLMORE-SALINE COUNTY LINE, 21.2 M (69.6 FT) SOUTH OF THE NEAR RAIL
 LG1279'OF THE BURLINGTON NORTHERN RAILROAD, 21.0 M (68.9 FT) NORTH OF THE
 LG1279'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTHWEST OF A UTILITY POLE, 0.3 M
 LG1279'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 LG1279'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 LG1279'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1963 ***********************************************************************
 MK1963  DESIGNATION -  QUINN RESET
 MK1963  PID         -  MK1963
 MK1963  STATE/COUNTY-  NE/BURT
 MK1963  COUNTRY     -  US
 MK1963  USGS QUAD   -  TEKAMAH NW (2017)
 MK1963
 MK1963                         *CURRENT SURVEY CONTROL
 MK1963  ______________________________________________________________________
 MK1963* NAD 83(1995) POSITION- 41 57 56.19358(N) 096 09 05.91719(W)   ADJUSTED
 MK1963* NAVD 88 ORTHO HEIGHT -   317.    (meters)     1040.    (feet) SCALED
 MK1963  ______________________________________________________________________
 MK1963  GEOID HEIGHT    -        -27.067 (meters)                     GEOID18
 MK1963  LAPLACE CORR    -         -8.90  (seconds)                    DEFLEC18
 MK1963  HORZ ORDER      -  SECOND
 MK1963
 MK1963.The horizontal coordinates were established by classical geodetic methods
 MK1963.and adjusted by the National Geodetic Survey in August 1997.
 MK1963
 MK1963.The orthometric height was scaled from a topographic map.
 MK1963
 MK1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1963.GEOID18 height accuracy estimate available here.
 MK1963
 MK1963.Click photographs - Photos may exist for this station.
 MK1963
 MK1963.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1963
 MK1963. The following values were computed from the NAD 83(1995) position.
 MK1963
 MK1963;                    North         East     Units Scale Factor Converg.
 MK1963;SPC NE       -   243,835.672   818,806.917   MT  0.99969073   +2 33 01.1
 MK1963;SPC NE       -   799,984.20  2,686,369.03   sFT  0.99969073   +2 33 01.1
 MK1963;UTM  14      - 4,649,882.725   736,031.515   MT  1.00028558   +1 54 19.9
 MK1963
 MK1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1963!SPC NE       -   0.99995451  x   0.99969073  =   0.99964525
 MK1963!UTM  14      -   0.99995451  x   1.00028558  =   1.00024007
 MK1963
 MK1963:                Primary Azimuth Mark                     Grid Az
 MK1963:SPC NE       -  SAND                                     248 50 01.1
 MK1963:UTM  14      -  SAND                                     249 28 42.3
 MK1963
 MK1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3603149882(NAD 83)
 MK1963
 MK1963|---------------------------------------------------------------------|
 MK1963| PID    Reference Object                     Distance      Geod. Az  |
 MK1963|                                                           dddmmss.s |
 MK1963| CL8226 QUINN RM 3                           13.125 METERS 08414     |
 MK1963| CL8227 QUINN RM 4                           44.272 METERS 17000     |
 MK1963| CL8224 QUINN RM 1                           33.409 METERS 17529     |
 MK1963| CL8228 QUINN RM 5                           51.831 METERS 20456     |
 MK1963| CL8229 QUINN RM 6                                         24407     |
 MK1963| MK1964 SAND                                APPROX. 7.9 KM 2512302.2 |
 MK1963| CL8223 QUINN AZ MK                                        2660731.0 |
 MK1963| CL8225 QUINN RM 2                           33.248 METERS 29503     |
 MK1963|---------------------------------------------------------------------|
 MK1963
 MK1963                          SUPERSEDED SURVEY CONTROL
 MK1963
 MK1963  NAD 83(1986)-  41 57 56.19595(N)    096 09 05.91530(W) AD(       ) 2
 MK1963  NAD 27      -  41 57 56.24500(N)    096 09 04.84700(W) AD(       ) 2
 MK1963
 MK1963.Superseded values are not recommended for survey control.
 MK1963
 MK1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1963.See file dsdata.pdf to determine how the superseded data were derived.
 MK1963
 MK1963_MARKER: DH = HORIZONTAL CONTROL DISK
 MK1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1963_STAMPING: QUINN 1948 1977
 MK1963_MARK LOGO: NGS
 MK1963_PROJECTION: RECESSED 13 CENTIMETERS
 MK1963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MK1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1963+STABILITY: SURFACE MOTION
 MK1963
 MK1963  HISTORY     - Date     Condition        Report By
 MK1963  HISTORY     - 1948     MONUMENTED       CGS
 MK1963  HISTORY     - 1974     GOOD             NGS
 MK1963  HISTORY     - 1977     GOOD             NGS
 MK1963
 MK1963                          STATION DESCRIPTION
 MK1963
 MK1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1963'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DECATUR AND ABOUT
 MK1963'3/4 OF A MILE WEST OF THE MISSOURI RIVER IN A FARMYARD.
 MK1963'STATION IS 35 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 MK1963'DRIVEWAY, 18 FEET EAST NORTHEAST OF WITNESS POST AND 12 FEET
 MK1963'NORTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MK1963'DISK IS STAMPED QUINN 1948.
 MK1963'
 MK1963'REFERENCE MARK NO. 1 IS 109.61 FEET SOUTH OF STATION AND 2 FEET
 MK1963'NORTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MK1963'THE DISK IS STAMPED QUINN NO 1 1948.
 MK1963'
 MK1963'REFERENCE MARK NO. 2 IS 109.09 FEET NORTHWEST OF STATION AND
 MK1963'7 FEET SOUTH SOUTHEAST OF A CHINESE ELM TREE.  THE MARK
 MK1963'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED QUINN NO 2 1948.
 MK1963'
 MK1963'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WEST OF STATION,
 MK1963'24 FEET NORTHWEST OF INTERSECTION OF ROAD AND DRIVEWAY,
 MK1963'16 FEET NORTH OF A BOX ELDER TREE AND 6 FEET NORTH OF WITNESS
 MK1963'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 MK1963'QUINN 1948.
 MK1963'
 MK1963'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 73E AND STATE
 MK1963'ROUTE 51 IN SOUTHWEST EDGE OF DECATUR GO SOUTHERLY ON
 MK1963'U.S. HIGHWAY 73E FOR 0.9 MILE TO CROSS ROAD.  TURN LEFT AND GO
 MK1963'EAST AND SOUTH ON GRAVEL ROAD FOR 5.0 MILES TO T INTERSECTION.
 MK1963'TURN LEFT AND GO EAST AND SOUTH AGAIN FOR 1.75 MILES TO
 MK1963'CROSS ROAD.  TURN LEFT AND GO EAST FOR 1.3 MILES TO CROSS ROAD.
 MK1963'TURN LEFT AND GO NORTH FOR 0.8 MILE TO T ROAD.  TURN RIGHT AND
 MK1963'GO EAST AND NORTH FOR 2.35 TO DRIVEWAY ON RIGHT AND AZIMUTH
 MK1963'MARK ON LEFT AS DESCRIBED.  TURN RIGHT ON DRIVEWAY AND GO
 MK1963'EAST FOR 0.15 MILE TO HOUSE AND STATION AS DESCRIBED.
 MK1963'
 MK1963'A 100 FOOT SIGNAL AT STATION BLENCOE IS VISIBLE AT 77 FEET.
 MK1963'
 MK1963'A 100 FOOT SIGNAL AT STATION ONAWA ECC 1934 IS VISIBLE AT 90 FEET.
 MK1963'
 MK1963'A 74 FOOT SIGNAL AT STATION SAND 1934 IS VISIBLE AT 37 FEET.
 MK1963'
 MK1963'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK1963
 MK1963                          STATION RECOVERY (1974)
 MK1963
 MK1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK1963'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MK1963'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 MK1963'DESTROYED BY PREVIOUS ROAD CONSTRUCTION.  A NEW AZIMUTH
 MK1963'MARK WAS NOT ESTABLISHED THIS DATE.  REFERENCE MARK 3 WAS
 MK1963'ESTABLISHED THIS DATE TO REPLACE REFERENCE MARK 1 WHICH WILL
 MK1963'BE REMOVED FROM FIELD UNDER CULTIVATION WHEN FARMER HAS A
 MK1963'TRACTOR IN AREA TO REMOVE THE CONCRETE MONUMENT.
 MK1963'
 MK1963'A NEW COMPLETE DESCRIPTION FOLLOWS--
 MK1963'
 MK1963'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DECATUR
 MK1963'AND ABOUT 3/4 MILE WEST OF THE MISSOURI RIVER, IN AN OLD
 MK1963'FARMYARD SITE AMONG OLD UNUSED FARM EQUIPMENT (NO BUILDINGS), ON
 MK1963'PROPERTY OWNED BY MR. MICK MC ADAMS OF OMAHA, NEBRASKA AND
 MK1963'FARMED BY THE SPARKS BROS. OF DECATUR, NEBRASKA.
 MK1963'
 MK1963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 MK1963'STATE HIGHWAY 51 AT THE WEST EDGE OF DECATUR, GO SOUTH ON
 MK1963'HIGHWAYS FOR 0.5 MILES TO HIGHWAY 51 WEST, CONTINUE SOUTH ON
 MK1963'HIGHWAY 73 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST AND
 MK1963'SOUTH ON A GRAVELED ROAD FOR 5.05 MILES TO A CROSSROAD.  TURN
 MK1963'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD.
 MK1963'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.3 MILES TO A ROAD ON
 MK1963'THE RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON GRAVELED AND
 MK1963'DIRT ROAD FOR 2.35 MILE TO A FIELD ROAD ON THE RIGHT.  PASS
 MK1963'THROUGH A GATE AND TURN RIGHT AND GO EAST ON DIRT FIELD
 MK1963'ROAD ALONG THE NORTH SIDE OF A FENCE FOR 0.15 MILE TO FIELD
 MK1963'ROAD ON THE LEFT, LEADING TO OLD FARMYARD AND THE
 MK1963'STATION, ABOUT 150 FEET.
 MK1963'
 MK1963'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED QUINN 1948,
 MK1963'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 MK1963'5 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 59 FEET
 MK1963'WEST OF A LARGE TWIN-TRUNKED TREE, 26 FEET WEST OF THE
 MK1963'CENTER OF THE FIELD ROAD, 1.3 FEET SOUTH-SOUTHWEST OF A
 MK1963'METAL WITNESS POST AND 3 FEET EAST OF OLD TRACTOR.  THE
 MK1963'UNDERGROUND STATION MARK WAS NOT INSPECTED.
 MK1963'
 MK1963'REFERENCE MARK 2 IS A STANDARD DISK STAMPED QUINN NO 2 1948,
 MK1963'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MK1963'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6 FEET EAST
 MK1963'OF THE EAST EDGE OF FIELD AND 1 FOOT EAST OF A METAL
 MK1963'WITNESS POST.
 MK1963'
 MK1963'REFERENCE MARK 3 IS A STANDARD DISK STAMPED QUINN 1948 NO 3
 MK1963'1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 MK1963'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH
 MK1963'ROUND TILE AND FLUSH WITH THE GROUND, 16 FEET WEST OF THE
 MK1963'LARGE TREE, 1 FOOT NORTH OF A METAL WITNESS POST, AND 17 FEET
 MK1963'EAST OF THE CENTER OF THE TRACK FIELD ROAD.
 MK1963'
 MK1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 MK1963'SOUTHEAST OF DECATUR.
 MK1963
 MK1963                          STATION RECOVERY (1977)
 MK1963
 MK1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1963'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 MK1963'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CHANGE OF PROPERTY
 MK1963'OWNER, THE AREA IS BEING CLEARED OF OLD FARM MACHINERY, AN
 MK1963'IRREGATION SYSTEM IS BEING INSTALLED AND THE AREA WILL BE
 MK1963'UNDERCULTIVATION.  REFERENCE MARKS 2 AND 3 WILL BE DESTROYED.
 MK1963'THE STATION MARKS WERE LOWERED AND REFERENCE MARKS 4, 5 AND 6
 MK1963'WERE ESTABLISHED THIS DATE.  THE 1974 DESCRIPTION OF ROUTE TO
 MK1963'REACH IS ADEQUATE.  FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 MK1963'
 MK1963'THE STATION MARKS ARE STANDARD DISKS STAMPED QUINN 1948 1977.  THE
 MK1963'SURFACE STATION MARK IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE
 MK1963'POST THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS 146 FEET
 MK1963'NORTH OF THE METAL WITNESS POST SET AT REFERENCE MARK 4, 145.5
 MK1963'FEET NORTH OF AN EASTWEST BOUNDARY FENCE AND ON PROPERTY OWNED BY
 MK1963'MR. RICK OLSON, TEKAMAK, NE.  THE UNDERGROUND STATION MARK IS A
 MK1963'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 MK1963'GROUND SURFACE.  REBAR PLACED IN THE CONCRETE MONUMENTS.
 MK1963'
 MK1963'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1963'QUINN 1948 NO 4 1977 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MK1963'IT IS 15 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 1 FOOT NORTHWEST
 MK1963'OF THE METAL WITNESS POST AND 6 INCHES NORTH OF THE FENCELINE.
 MK1963'
 MK1963'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1963'QUINN 1948 NO 5 1977 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MK1963'IT IS 15 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 1.5 FEET NORTH
 MK1963'OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST AND 6 INCHES
 MK1963'NORTH OF THE FENCE.
 MK1963'
 MK1963'REFERENCE MARK 6 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1963'QUINN 1948 NO 6 1977 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MK1963'IT IS 15 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 1.5 FEET
 MK1963'NORTHEAST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST AND
 MK1963'6 INCHES NORTH OF THE FENCE.
 MK1963'
 MK1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 MK1963'OF DECATUR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0124 ***********************************************************************
 NP0124  DESIGNATION -  R 10
 NP0124  PID         -  NP0124
 NP0124  STATE/COUNTY-  NE/BOX BUTTE
 NP0124  COUNTRY     -  US
 NP0124  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0124
 NP0124                         *CURRENT SURVEY CONTROL
 NP0124  ______________________________________________________________________
 NP0124* NAD 83(1986) POSITION- 42 03 38.     (N) 102 54 15.     (W)   SCALED
 NP0124* NAVD 88 ORTHO HEIGHT -  1206.834 (meters)     3959.42  (feet) ADJUSTED
 NP0124  ______________________________________________________________________
 NP0124  GEOID HEIGHT    -        -18.765 (meters)                     GEOID18
 NP0124  DYNAMIC HEIGHT  -       1206.119 (meters)     3957.08  (feet) COMP
 NP0124  MODELED GRAVITY -    979,987.8   (mgal)                       NAVD 88
 NP0124
 NP0124  VERT ORDER      -  FIRST     CLASS II
 NP0124
 NP0124.The horizontal coordinates were scaled from a map and have
 NP0124.an estimated accuracy of +/- 6 seconds.
 NP0124
 NP0124.The orthometric height was determined by differential leveling and
 NP0124.adjusted by the NATIONAL GEODETIC SURVEY
 NP0124.in June 1991.
 NP0124
 NP0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0124.GEOID18 height accuracy estimate available here.
 NP0124
 NP0124.Click photographs - Photos may exist for this station.
 NP0124
 NP0124.The dynamic height is computed by dividing the NAVD 88
 NP0124.geopotential number by the normal gravity value computed on the
 NP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0124.degrees latitude (g = 980.6199 gals.).
 NP0124
 NP0124.The modeled gravity was interpolated from observed gravity values.
 NP0124
 NP0124;                    North         East    Units  Estimated Accuracy
 NP0124;SPC NE       -   251,320.      259,730.      MT  (+/- 180 meters Scaled)
 NP0124
 NP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG734586(NAD 83)
 NP0124
 NP0124                          SUPERSEDED SURVEY CONTROL
 NP0124
 NP0124  NGVD 29 (??/??/92) 1206.245  (m)         3957.49   (f) ADJ UNCH    1 2
 NP0124
 NP0124.Superseded values are not recommended for survey control.
 NP0124
 NP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0124.See file dsdata.pdf to determine how the superseded data were derived.
 NP0124
 NP0124_MARKER: DB = BENCH MARK DISK
 NP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0124_STAMPING: R 10 1933 3957.203
 NP0124_MARK LOGO: CGS
 NP0124_PROJECTION: FLUSH
 NP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0124+STABILITY: SURFACE MOTION
 NP0124
 NP0124  HISTORY     - Date     Condition        Report By
 NP0124  HISTORY     - 1933     MONUMENTED       CGS
 NP0124  HISTORY     - 1956     GOOD             CGS
 NP0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0124
 NP0124                          STATION DESCRIPTION
 NP0124
 NP0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0124'3.2 MI SW FROM ALLIANCE.
 NP0124'3.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0124'RAILROAD FROM THE STATION AT ALLIANCE, 6 POLES SOUTH OF MILEPOST
 NP0124'3, AT A ROAD CROSSING, 37 FEET NORTH OF THE CENTER LINE OF A
 NP0124'ROAD, 41.7 FEET EAST OF THE EAST RAIL, 4.8 FEET WEST OF A FENCE
 NP0124'CORNER, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0124'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHEAST
 NP0124'1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0124
 NP0124                          STATION RECOVERY (1985)
 NP0124
 NP0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0124'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0290 ***********************************************************************
 NP0290  DESIGNATION -  R 11
 NP0290  PID         -  NP0290
 NP0290  STATE/COUNTY-  NE/DAWES
 NP0290  COUNTRY     -  US
 NP0290  USGS QUAD   -  BELMONT (2017)
 NP0290
 NP0290                         *CURRENT SURVEY CONTROL
 NP0290  ______________________________________________________________________
 NP0290* NAD 83(1986) POSITION- 42 32 17.     (N) 103 21 45.     (W)   SCALED
 NP0290* NAVD 88 ORTHO HEIGHT -  1357.671 (meters)     4454.29  (feet) ADJUSTED
 NP0290  ______________________________________________________________________
 NP0290  GEOID HEIGHT    -        -17.789 (meters)                     GEOID18
 NP0290  DYNAMIC HEIGHT  -       1356.854 (meters)     4451.61  (feet) COMP
 NP0290  MODELED GRAVITY -    979,971.9   (mgal)                       NAVD 88
 NP0290
 NP0290  VERT ORDER      -  FIRST     CLASS II
 NP0290
 NP0290.The horizontal coordinates were scaled from a map and have
 NP0290.an estimated accuracy of +/- 6 seconds.
 NP0290
 NP0290.The orthometric height was determined by differential leveling and
 NP0290.adjusted by the NATIONAL GEODETIC SURVEY
 NP0290.in June 1991.
 NP0290
 NP0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0290.GEOID18 height accuracy estimate available here.
 NP0290
 NP0290.Click photographs - Photos may exist for this station.
 NP0290
 NP0290.The dynamic height is computed by dividing the NAVD 88
 NP0290.geopotential number by the normal gravity value computed on the
 NP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0290.degrees latitude (g = 980.6199 gals.).
 NP0290
 NP0290.The modeled gravity was interpolated from observed gravity values.
 NP0290
 NP0290;                    North         East    Units  Estimated Accuracy
 NP0290;SPC NE       -   305,680.      223,890.      MT  (+/- 180 meters Scaled)
 NP0290
 NP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH344108(NAD 83)
 NP0290
 NP0290                          SUPERSEDED SURVEY CONTROL
 NP0290
 NP0290  NGVD 29 (??/??/92) 1356.979  (m)         4452.02   (f) ADJ UNCH    1 2
 NP0290
 NP0290.Superseded values are not recommended for survey control.
 NP0290
 NP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0290.See file dsdata.pdf to determine how the superseded data were derived.
 NP0290
 NP0290_MARKER: DB = BENCH MARK DISK
 NP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0290_STAMPING: R 11 1933 4451.540
 NP0290_MARK LOGO: CGS
 NP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0290+STABILITY: SURFACE MOTION
 NP0290
 NP0290  HISTORY     - Date     Condition        Report By
 NP0290  HISTORY     - 1933     MONUMENTED       CGS
 NP0290  HISTORY     - 1956     GOOD             CGS
 NP0290  HISTORY     - 1985     GOOD             NGS
 NP0290
 NP0290                          STATION DESCRIPTION
 NP0290
 NP0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0290'8.6 MI N FROM MARSLAND.
 NP0290'8.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0290'FROM THE STATION SIGN AT MARSLAND, AT AN ABANDONED ROAD CROSSING,
 NP0290'8 POLES WEST OF MILEPOST 409, 36 FEET NORTH OF THE NORTH RAIL, 27
 NP0290'FEET WEST OF THE CENTER LINE OF AN ABANDONED ROAD, 12.3 FEET
 NP0290'SOUTHEAST OF A TELEPHONE POLE, 12.3 FEET SOUTH OF A FENCE, 1.5
 NP0290'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0290'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0290'1/4 OF SECTION 31, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0290
 NP0290                          STATION RECOVERY (1985)
 NP0290
 NP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0290'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0290'BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0711 ***********************************************************************
 ML0711  DESIGNATION -  R 116
 ML0711  PID         -  ML0711
 ML0711  STATE/COUNTY-  NE/SHERMAN
 ML0711  COUNTRY     -  US
 ML0711  USGS QUAD   -  ARCADIA SE (2017)
 ML0711
 ML0711                         *CURRENT SURVEY CONTROL
 ML0711  ______________________________________________________________________
 ML0711* NAD 83(1986) POSITION- 41 16 46.     (N) 099 02 02.     (W)   SCALED
 ML0711* NAVD 88 ORTHO HEIGHT -   667.636 (meters)     2190.40  (feet) ADJUSTED
 ML0711  ______________________________________________________________________
 ML0711  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 ML0711  DYNAMIC HEIGHT  -        667.290 (meters)     2189.27  (feet) COMP
 ML0711  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 ML0711
 ML0711  VERT ORDER      -  SECOND    CLASS 0
 ML0711
 ML0711.The horizontal coordinates were scaled from a map and have
 ML0711.an estimated accuracy of +/- 6 seconds.
 ML0711
 ML0711.The orthometric height was determined by differential leveling and
 ML0711.adjusted by the NATIONAL GEODETIC SURVEY
 ML0711.in June 1991.
 ML0711
 ML0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0711.GEOID18 height accuracy estimate available here.
 ML0711
 ML0711.Click photographs - Photos may exist for this station.
 ML0711
 ML0711.The dynamic height is computed by dividing the NAVD 88
 ML0711.geopotential number by the normal gravity value computed on the
 ML0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0711.degrees latitude (g = 980.6199 gals.).
 ML0711
 ML0711.The modeled gravity was interpolated from observed gravity values.
 ML0711
 ML0711;                    North         East    Units  Estimated Accuracy
 ML0711;SPC NE       -   161,010.      580,910.      MT  (+/- 180 meters Scaled)
 ML0711
 ML0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML971697(NAD 83)
 ML0711
 ML0711                          SUPERSEDED SURVEY CONTROL
 ML0711
 ML0711  NGVD 29 (??/??/92)  667.388  (m)         2189.59   (f) ADJ UNCH    2 0
 ML0711
 ML0711.Superseded values are not recommended for survey control.
 ML0711
 ML0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0711.See file dsdata.pdf to determine how the superseded data were derived.
 ML0711
 ML0711_MARKER: DB = BENCH MARK DISK
 ML0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0711_STAMPING: R 116 1934
 ML0711_MARK LOGO: CGS
 ML0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0711+STABILITY: SURFACE MOTION
 ML0711
 ML0711  HISTORY     - Date     Condition        Report By
 ML0711  HISTORY     - 1934     MONUMENTED       CGS
 ML0711
 ML0711                          STATION DESCRIPTION
 ML0711
 ML0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0711'3.6 MI W FROM LOUP CITY.
 ML0711'3.6 MILES WEST OF COURT HOUSE BY HIGHWAY.  ALONG NEBRASKA
 ML0711'STATE HIGHWAY NUMBER 92 BETWEEN LOUP CITY AND ANSLEY, ABOUT
 ML0711'305 FEET WEST OF CENTER LINE OF A ROAD RUNNING TO THE SOUTH,
 ML0711'30.6 FEET SOUTH OF CENTER LINE OF HIGHWAY 16, AND 6 FEET
 ML0711'NORTHWEST OF POWER LINE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0712 ***********************************************************************
 ML0712  DESIGNATION -  R 116 RESET
 ML0712  PID         -  ML0712
 ML0712  STATE/COUNTY-  NE/SHERMAN
 ML0712  COUNTRY     -  US
 ML0712  USGS QUAD   -  ARCADIA SE (2017)
 ML0712
 ML0712                         *CURRENT SURVEY CONTROL
 ML0712  ______________________________________________________________________
 ML0712* NAD 83(1986) POSITION- 41 16 46.     (N) 099 02 02.     (W)   SCALED
 ML0712* NAVD 88 ORTHO HEIGHT -   667.39  (meters)     2189.6   (feet) RESET
 ML0712  ______________________________________________________________________
 ML0712  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 ML0712  VERT ORDER      -  THIRD
 ML0712
 ML0712.The horizontal coordinates were scaled from a map and have
 ML0712.an estimated accuracy of +/- 6 seconds.
 ML0712
 ML0712.The orthometric height was computed from unverified reset data.
 ML0712
 ML0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0712.GEOID18 height accuracy estimate available here.
 ML0712
 ML0712.Click photographs - Photos may exist for this station.
 ML0712
 ML0712;                    North         East    Units  Estimated Accuracy
 ML0712;SPC NE       -   161,010.      580,910.      MT  (+/- 180 meters Scaled)
 ML0712
 ML0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML971697(NAD 83)
 ML0712
 ML0712                          SUPERSEDED SURVEY CONTROL
 ML0712
 ML0712  NGVD 29 (??/??/??)  667.14   (m)         2188.8    (f) RESET       3  
 ML0712
 ML0712.Superseded values are not recommended for survey control.
 ML0712
 ML0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0712.See file dsdata.pdf to determine how the superseded data were derived.
 ML0712
 ML0712_MARKER: DB = BENCH MARK DISK
 ML0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0712_STAMPING: R 116 RESET 1950
 ML0712_MARK LOGO: CGS
 ML0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0712+STABILITY: SURFACE MOTION
 ML0712
 ML0712  HISTORY     - Date     Condition        Report By
 ML0712  HISTORY     - 1950     MONUMENTED       NEDR
 ML0712  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0712
 ML0712                          STATION DESCRIPTION
 ML0712
 ML0712'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 ML0712'3.6 MI W FROM LOUP CITY.
 ML0712'3.6 MILES WEST ALONG STATE HIGHWAY 92 FROM THE COUNTY COURTHOUSE
 ML0712'AT LOUP CITY, SHERMAN COUNTY, 100 YARDS WEST OF THE JUNCTION
 ML0712'OF A ROAD LEADING SOUTH, AND 60 FEET SOUTH OF THE CENTERLINE
 ML0712'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 116 RESET 1950
 ML0712'AND SET IN THE TOP OF A CONCRETE POST.
 ML0712
 ML0712                          STATION RECOVERY (2009)
 ML0712
 ML0712'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0712'MARK NOT FOUND. EARTH WORK IN AREA MAY HAVE DESTROYED MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0084 ***********************************************************************
 ML0084  DESIGNATION -  R 118
 ML0084  PID         -  ML0084
 ML0084  STATE/COUNTY-  NE/GREELEY
 ML0084  COUNTRY     -  US
 ML0084  USGS QUAD   -  SPALDING (2017)
 ML0084
 ML0084                         *CURRENT SURVEY CONTROL
 ML0084  ______________________________________________________________________
 ML0084* NAD 83(1986) POSITION- 41 41 06.     (N) 098 21 42.     (W)   SCALED
 ML0084* NAVD 88 ORTHO HEIGHT -   574.136 (meters)     1883.64  (feet) ADJUSTED
 ML0084  ______________________________________________________________________
 ML0084  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 ML0084  DYNAMIC HEIGHT  -        573.862 (meters)     1882.75  (feet) COMP
 ML0084  MODELED GRAVITY -    980,128.3   (mgal)                       NAVD 88
 ML0084
 ML0084  VERT ORDER      -  SECOND    CLASS 0
 ML0084
 ML0084.The horizontal coordinates were scaled from a map and have
 ML0084.an estimated accuracy of +/- 6 seconds.
 ML0084
 ML0084.The orthometric height was determined by differential leveling and
 ML0084.adjusted by the NATIONAL GEODETIC SURVEY
 ML0084.in June 1991.
 ML0084
 ML0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0084.GEOID18 height accuracy estimate available here.
 ML0084
 ML0084.Click photographs - Photos may exist for this station.
 ML0084
 ML0084.The dynamic height is computed by dividing the NAVD 88
 ML0084.geopotential number by the normal gravity value computed on the
 ML0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0084.degrees latitude (g = 980.6199 gals.).
 ML0084
 ML0084.The modeled gravity was interpolated from observed gravity values.
 ML0084
 ML0084;                    North         East    Units  Estimated Accuracy
 ML0084;SPC NE       -   206,870.      636,350.      MT  (+/- 180 meters Scaled)
 ML0084
 ML0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM531149(NAD 83)
 ML0084
 ML0084                          SUPERSEDED SURVEY CONTROL
 ML0084
 ML0084  NGVD 29 (??/??/92)  573.897  (m)         1882.86   (f) ADJ UNCH    2 0
 ML0084
 ML0084.Superseded values are not recommended for survey control.
 ML0084
 ML0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0084.See file dsdata.pdf to determine how the superseded data were derived.
 ML0084
 ML0084_MARKER: DB = BENCH MARK DISK
 ML0084_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0084_STAMPING: R 118 1935
 ML0084_MARK LOGO: CGS
 ML0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0084
 ML0084  HISTORY     - Date     Condition        Report By
 ML0084  HISTORY     - 1935     MONUMENTED       CGS
 ML0084  HISTORY     - 1950     GOOD             CGS
 ML0084
 ML0084                          STATION DESCRIPTION
 ML0084
 ML0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0084'AT SPALDING.
 ML0084'AT SPALDING, 250 FEET SOUTH OF THE SOUTH EDGE OF THE CITY PARK,
 ML0084'232 FEET NORTH ALONG A NORTH AND SOUTH ROAD FROM THE CENTER
 ML0084'LINE OF STATE HIGHWAY 91, 134 FEET NORTHEAST OF THE NORTHEAST
 ML0084'CORNER OF A YELLOW HOUSE, 31 FEET SOUTHEAST OF A TELEPHONE
 ML0084'POLE, 46 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0084'26 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST ALONG
 ML0084'THE SOUTH EDGE OF A BASEBALL DIAMOND, 0.7 FOOT NORTH OF A
 ML0084'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0084'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0034 ***********************************************************************
 LJ0034  DESIGNATION -  R 119
 LJ0034  PID         -  LJ0034
 LJ0034  STATE/COUNTY-  NE/DAWSON
 LJ0034  COUNTRY     -  US
 LJ0034  USGS QUAD   -  GOTHENBURG (2017)
 LJ0034
 LJ0034                         *CURRENT SURVEY CONTROL
 LJ0034  ______________________________________________________________________
 LJ0034* NAD 83(1986) POSITION- 40 59 19.     (N) 100 09 59.     (W)   SCALED
 LJ0034* NAVD 88 ORTHO HEIGHT -   808.538 (meters)     2652.68  (feet) ADJUSTED
 LJ0034  ______________________________________________________________________
 LJ0034  GEOID HEIGHT    -        -22.933 (meters)                     GEOID18
 LJ0034  DYNAMIC HEIGHT  -        808.069 (meters)     2651.14  (feet) COMP
 LJ0034  MODELED GRAVITY -    980,016.6   (mgal)                       NAVD 88
 LJ0034
 LJ0034  VERT ORDER      -  SECOND    CLASS 0
 LJ0034
 LJ0034.The horizontal coordinates were scaled from a map and have
 LJ0034.an estimated accuracy of +/- 6 seconds.
 LJ0034
 LJ0034.The orthometric height was determined by differential leveling and
 LJ0034.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0034.in June 1991.
 LJ0034
 LJ0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0034.GEOID18 height accuracy estimate available here.
 LJ0034
 LJ0034.Click photographs - Photos may exist for this station.
 LJ0034
 LJ0034.The dynamic height is computed by dividing the NAVD 88
 LJ0034.geopotential number by the normal gravity value computed on the
 LJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0034.degrees latitude (g = 980.6199 gals.).
 LJ0034
 LJ0034.The modeled gravity was interpolated from observed gravity values.
 LJ0034
 LJ0034;                    North         East    Units  Estimated Accuracy
 LJ0034;SPC NE       -   128,280.      486,000.      MT  (+/- 180 meters Scaled)
 LJ0034
 LJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018381(NAD 83)
 LJ0034
 LJ0034                          SUPERSEDED SURVEY CONTROL
 LJ0034
 LJ0034  NGVD 29 (??/??/92)  808.251  (m)         2651.74   (f) ADJ UNCH    2 0
 LJ0034
 LJ0034.Superseded values are not recommended for survey control.
 LJ0034
 LJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0034.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0034
 LJ0034_MARKER: DB = BENCH MARK DISK
 LJ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0034_STAMPING: R 119 1934
 LJ0034_MARK LOGO: CGS
 LJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0034+STABILITY: SURFACE MOTION
 LJ0034
 LJ0034  HISTORY     - Date     Condition        Report By
 LJ0034  HISTORY     - 1934     MONUMENTED       CGS
 LJ0034  HISTORY     - 1942     GOOD             CGS
 LJ0034  HISTORY     - 1972     MARK NOT FOUND   NGS
 LJ0034  HISTORY     - 20100907 MARK NOT FOUND   NEGS
 LJ0034
 LJ0034                          STATION DESCRIPTION
 LJ0034
 LJ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0034'4.2 MI N FROM GOTHENBURG.
 LJ0034'4.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 LJ0034'GOTHENBURG, DAWSON COUNTY, AT A ROAD CROSSING, 37 FEET SOUTH
 LJ0034'OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE CENTERLINE
 LJ0034'OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A CORNER FENCE POST.
 LJ0034'A STANDARD DISK, STAMPED R 119 1934 AND SET IN THE TOP OF A
 LJ0034'CONCRETE POST.
 LJ0034
 LJ0034                          STATION RECOVERY (1972)
 LJ0034
 LJ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LJ0034'MARK NOT FOUND.
 LJ0034
 LJ0034                          STATION RECOVERY (2010)
 LJ0034
 LJ0034'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0025 ***********************************************************************
 LG0025  DESIGNATION -  R 12
 LG0025  PID         -  LG0025
 LG0025  STATE/COUNTY-  NE/OTOE
 LG0025  COUNTRY     -  US
 LG0025  USGS QUAD   -  UNADILLA (2017)
 LG0025
 LG0025                         *CURRENT SURVEY CONTROL
 LG0025  ______________________________________________________________________
 LG0025* NAD 83(1986) POSITION- 40 41 51.     (N) 096 17 32.     (W)   SCALED
 LG0025* NAVD 88 ORTHO HEIGHT -   330.486 (meters)     1084.27  (feet) ADJUSTED
 LG0025  ______________________________________________________________________
 LG0025  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 LG0025  DYNAMIC HEIGHT  -        330.335 (meters)     1083.77  (feet) COMP
 LG0025  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 LG0025
 LG0025  VERT ORDER      -  FIRST     CLASS II
 LG0025
 LG0025.The horizontal coordinates were scaled from a map and have
 LG0025.an estimated accuracy of +/- 6 seconds.
 LG0025
 LG0025.The orthometric height was determined by differential leveling and
 LG0025.adjusted by the NATIONAL GEODETIC SURVEY
 LG0025.in June 1991.
 LG0025
 LG0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0025.GEOID18 height accuracy estimate available here.
 LG0025
 LG0025.Click photographs - Photos may exist for this station.
 LG0025
 LG0025.The dynamic height is computed by dividing the NAVD 88
 LG0025.geopotential number by the normal gravity value computed on the
 LG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0025.degrees latitude (g = 980.6199 gals.).
 LG0025
 LG0025.The modeled gravity was interpolated from observed gravity values.
 LG0025
 LG0025;                    North         East    Units  Estimated Accuracy
 LG0025;SPC NE       -   102,660.      813,200.      MT  (+/- 180 meters Scaled)
 LG0025
 LG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL287087(NAD 83)
 LG0025
 LG0025                          SUPERSEDED SURVEY CONTROL
 LG0025
 LG0025  NGVD 29 (??/??/92)  330.386  (m)         1083.94   (f) ADJ UNCH    1 2
 LG0025
 LG0025.Superseded values are not recommended for survey control.
 LG0025
 LG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0025.See file dsdata.pdf to determine how the superseded data were derived.
 LG0025
 LG0025_MARKER: DB = BENCH MARK DISK
 LG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0025_STAMPING: 1083.459 R 12 1933
 LG0025_MARK LOGO: CGS
 LG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0025+STABILITY: SURFACE MOTION
 LG0025
 LG0025  HISTORY     - Date     Condition        Report By
 LG0025  HISTORY     - 1933     MONUMENTED       CGS
 LG0025  HISTORY     - 1940     GOOD             CGS
 LG0025  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0025
 LG0025                          STATION DESCRIPTION
 LG0025
 LG0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0025'1.6 MI NW FROM UNADILLA.
 LG0025'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0025'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 500 FEET EAST
 LG0025'OF MILEPOST 34, AT A FARM-ROAD CROSSING, 89 FEET NORTHEAST OF THE
 LG0025'CENTER OF THE CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF A
 LG0025'DIRT ROAD PARALLELING THE TRACK, 34 FEET NORTH OF THE CENTERLINE
 LG0025'OF THE TRACK, 6 FEET NORTHWEST OF A GUYED POLE, AND 3 FEET SOUTH
 LG0025'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1083.459
 LG0025'R 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LG0025'ABOVE GROUND.
 LG0025
 LG0025                          STATION RECOVERY (1964)
 LG0025
 LG0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0044 ***********************************************************************
 MM0044  DESIGNATION -  R 120
 MM0044  PID         -  MM0044
 MM0044  STATE/COUNTY-  NE/CUSTER
 MM0044  COUNTRY     -  US
 MM0044  USGS QUAD   -  ARNOLD (2017)
 MM0044
 MM0044                         *CURRENT SURVEY CONTROL
 MM0044  ______________________________________________________________________
 MM0044* NAD 83(1986) POSITION- 41 25 26.     (N) 100 11 40.     (W)   SCALED
 MM0044* NAVD 88 ORTHO HEIGHT -   824.959 (meters)     2706.55  (feet) ADJUSTED
 MM0044  ______________________________________________________________________
 MM0044  GEOID HEIGHT    -        -21.999 (meters)                     GEOID18
 MM0044  DYNAMIC HEIGHT  -        824.523 (meters)     2705.12  (feet) COMP
 MM0044  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 MM0044
 MM0044  VERT ORDER      -  SECOND    CLASS 0
 MM0044
 MM0044.The horizontal coordinates were scaled from a map and have
 MM0044.an estimated accuracy of +/- 6 seconds.
 MM0044
 MM0044.The orthometric height was determined by differential leveling and
 MM0044.adjusted by the NATIONAL GEODETIC SURVEY
 MM0044.in June 1991.
 MM0044
 MM0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0044.GEOID18 height accuracy estimate available here.
 MM0044
 MM0044.Click photographs - Photos may exist for this station.
 MM0044
 MM0044.The dynamic height is computed by dividing the NAVD 88
 MM0044.geopotential number by the normal gravity value computed on the
 MM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0044.degrees latitude (g = 980.6199 gals.).
 MM0044
 MM0044.The modeled gravity was interpolated from observed gravity values.
 MM0044
 MM0044;                    North         East    Units  Estimated Accuracy
 MM0044;SPC NE       -   176,610.      483,750.      MT  (+/- 180 meters Scaled)
 MM0044
 MM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML001865(NAD 83)
 MM0044
 MM0044                          SUPERSEDED SURVEY CONTROL
 MM0044
 MM0044  NGVD 29 (??/??/92)  824.709  (m)         2705.73   (f) ADJ UNCH    2 0
 MM0044
 MM0044.Superseded values are not recommended for survey control.
 MM0044
 MM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0044.See file dsdata.pdf to determine how the superseded data were derived.
 MM0044
 MM0044_MARKER: DB = BENCH MARK DISK
 MM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0044_STAMPING: R 120 1934
 MM0044_MARK LOGO: CGS
 MM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0044+STABILITY: SURFACE MOTION
 MM0044
 MM0044  HISTORY     - Date     Condition        Report By
 MM0044  HISTORY     - 1934     MONUMENTED       CGS
 MM0044  HISTORY     - 1939     GOOD             CGS
 MM0044
 MM0044                          STATION DESCRIPTION
 MM0044
 MM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0044'AT ARNOLD.
 MM0044'AT ARNOLD, CUSTER COUNTY, 5 FEET WEST OF THE CITY LIBRARY, 15.9
 MM0044'FEET NORTH OF THE SOUTHWEST CORNER, AND ABOUT 69 FEET EAST OF THE
 MM0044'CENTER LINE OF WALNUT STREET.  A STANDARD DISK, STAMPED R 120
 MM0044'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0044
 MM0044                          STATION RECOVERY (1939)
 MM0044
 MM0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 MM0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0221 ***********************************************************************
 NN0221  DESIGNATION -  R 121
 NN0221  PID         -  NN0221
 NN0221  STATE/COUNTY-  NE/HOLT
 NN0221  COUNTRY     -  US
 NN0221  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0221
 NN0221                         *CURRENT SURVEY CONTROL
 NN0221  ______________________________________________________________________
 NN0221* NAD 83(1986) POSITION- 42 08 49.     (N) 098 39 07.     (W)   SCALED
 NN0221* NAVD 88 ORTHO HEIGHT -   633.910 (meters)     2079.75  (feet) ADJUSTED
 NN0221  ______________________________________________________________________
 NN0221  GEOID HEIGHT    -        -23.987 (meters)                     GEOID18
 NN0221  DYNAMIC HEIGHT  -        633.647 (meters)     2078.89  (feet) COMP
 NN0221  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 NN0221
 NN0221  VERT ORDER      -  SECOND    CLASS 0
 NN0221
 NN0221.The horizontal coordinates were scaled from a map and have
 NN0221.an estimated accuracy of +/- 6 seconds.
 NN0221
 NN0221.The orthometric height was determined by differential leveling and
 NN0221.adjusted by the NATIONAL GEODETIC SURVEY
 NN0221.in June 1991.
 NN0221
 NN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0221.GEOID18 height accuracy estimate available here.
 NN0221
 NN0221.Click photographs - Photos may exist for this station.
 NN0221
 NN0221.The dynamic height is computed by dividing the NAVD 88
 NN0221.geopotential number by the normal gravity value computed on the
 NN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0221.degrees latitude (g = 980.6199 gals.).
 NN0221
 NN0221.The modeled gravity was interpolated from observed gravity values.
 NN0221
 NN0221;                    North         East    Units  Estimated Accuracy
 NN0221;SPC NE       -   257,740.      611,400.      MT  (+/- 180 meters Scaled)
 NN0221
 NN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287661(NAD 83)
 NN0221
 NN0221                          SUPERSEDED SURVEY CONTROL
 NN0221
 NN0221  NGVD 29 (??/??/92)  633.686  (m)         2079.02   (f) ADJ UNCH    2 0
 NN0221
 NN0221.Superseded values are not recommended for survey control.
 NN0221
 NN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0221.See file dsdata.pdf to determine how the superseded data were derived.
 NN0221
 NN0221_MARKER: DB = BENCH MARK DISK
 NN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0221_STAMPING: R-121 1935
 NN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0221+STABILITY: SURFACE MOTION
 NN0221
 NN0221  HISTORY     - Date     Condition        Report By
 NN0221  HISTORY     - 1935     MONUMENTED       CGS
 NN0221  HISTORY     - 1938     GOOD             CGS
 NN0221
 NN0221                          STATION DESCRIPTION
 NN0221
 NN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NN0221'20.5 MI S FROM O NEILL.
 NN0221'20.5 MILES SOUTH OF THE COURTHOUSE AT O NEILL, ALONG U.S. HIGHWAY
 NN0221'NO. 281 BETWEEN O NEILL AND BARTLETT, 102 FEET NORTH OF THE
 NN0221'NORTHEAST CORNER OF A GROUP OF TREES, 69 FEET NORTH OF THE
 NN0221'CENTER OF A CROSS ROAD, 41.5 FEET WEST OF THE CENTER OF THE
 NN0221'HIGHWAY.  A STANDARD DISK, SET HORIZONTAL IN A PRECAST CONCRETE
 NN0221'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0222 ***********************************************************************
 NN0222  DESIGNATION -  R 121 RESET
 NN0222  PID         -  NN0222
 NN0222  STATE/COUNTY-  NE/HOLT
 NN0222  COUNTRY     -  US
 NN0222  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0222
 NN0222                         *CURRENT SURVEY CONTROL
 NN0222  ______________________________________________________________________
 NN0222* NAD 83(1986) POSITION- 42 08 49.     (N) 098 39 07.     (W)   SCALED
 NN0222* NAVD 88 ORTHO HEIGHT -   634.53  (meters)     2081.8   (feet) RESET
 NN0222  ______________________________________________________________________
 NN0222  GEOID HEIGHT    -        -23.987 (meters)                     GEOID18
 NN0222  VERT ORDER      -  THIRD
 NN0222
 NN0222.The horizontal coordinates were scaled from a map and have
 NN0222.an estimated accuracy of +/- 6 seconds.
 NN0222
 NN0222.The orthometric height was computed from unverified reset data.
 NN0222
 NN0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0222.GEOID18 height accuracy estimate available here.
 NN0222
 NN0222.Click photographs - Photos may exist for this station.
 NN0222
 NN0222;                    North         East    Units  Estimated Accuracy
 NN0222;SPC NE       -   257,740.      611,400.      MT  (+/- 180 meters Scaled)
 NN0222
 NN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287661(NAD 83)
 NN0222
 NN0222                          SUPERSEDED SURVEY CONTROL
 NN0222
 NN0222  NGVD 29 (??/??/??)  634.30   (m)         2081.0    (f) RESET       3  
 NN0222
 NN0222.Superseded values are not recommended for survey control.
 NN0222
 NN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0222.See file dsdata.pdf to determine how the superseded data were derived.
 NN0222
 NN0222_MARKER: DB = BENCH MARK DISK
 NN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0222_STAMPING: R 121 RESET 1958
 NN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0222+STABILITY: SURFACE MOTION
 NN0222
 NN0222  HISTORY     - Date     Condition        Report By
 NN0222  HISTORY     - 1959     MONUMENTED       NEDR
 NN0222
 NN0222                          STATION DESCRIPTION
 NN0222
 NN0222'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NN0222'21.7 MI S FROM O NEILL.
 NN0222'THE MARK IS LOCATED 21.7 MILES SOUTH ALONG U.S. HIGHWAY 281
 NN0222'FROM THE COURTHOUSE AT O NEILL, AT A COUNTY ROAD INTERSECTION,
 NN0222'200 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 114 FEET NORTH
 NN0222'OF THE NORTH EDGE OF A GROVE OF TREES RUNNING WEST, 82 FEET
 NN0222'NORTH OF A COUNTY ROAD RUNNING WEST, 51 FEET NORTH OF A FENCE
 NN0222'CORNER, NEAR A FENCE LINE RUNNING NORTH AND SOUTH, AND SET IN
 NN0222'THE TOP OF A CONCRETE RIGHT OF WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0489 ***********************************************************************
 ML0489  DESIGNATION -  R 125
 ML0489  PID         -  ML0489
 ML0489  STATE/COUNTY-  NE/VALLEY
 ML0489  COUNTRY     -  US
 ML0489  USGS QUAD   -  ORD SE (2017)
 ML0489
 ML0489                         *CURRENT SURVEY CONTROL
 ML0489  ______________________________________________________________________
 ML0489* NAD 83(1986) POSITION- 41 34 46.     (N) 098 52 03.     (W)   SCALED
 ML0489* NAVD 88 ORTHO HEIGHT -   610.907 (meters)     2004.28  (feet) ADJUSTED
 ML0489  ______________________________________________________________________
 ML0489  GEOID HEIGHT    -        -23.998 (meters)                     GEOID18
 ML0489  DYNAMIC HEIGHT  -        610.613 (meters)     2003.32  (feet) COMP
 ML0489  MODELED GRAVITY -    980,122.3   (mgal)                       NAVD 88
 ML0489
 ML0489  VERT ORDER      -  SECOND    CLASS 0
 ML0489
 ML0489.The horizontal coordinates were scaled from a map and have
 ML0489.an estimated accuracy of +/- 6 seconds.
 ML0489
 ML0489.The orthometric height was determined by differential leveling and
 ML0489.adjusted by the NATIONAL GEODETIC SURVEY
 ML0489.in June 1991.
 ML0489
 ML0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0489.GEOID18 height accuracy estimate available here.
 ML0489
 ML0489.Click photographs - Photos may exist for this station.
 ML0489
 ML0489.The dynamic height is computed by dividing the NAVD 88
 ML0489.geopotential number by the normal gravity value computed on the
 ML0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0489.degrees latitude (g = 980.6199 gals.).
 ML0489
 ML0489.The modeled gravity was interpolated from observed gravity values.
 ML0489
 ML0489;                    North         East    Units  Estimated Accuracy
 ML0489;SPC NE       -   194,480.      594,410.      MT  (+/- 180 meters Scaled)
 ML0489
 ML0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM110030(NAD 83)
 ML0489
 ML0489                          SUPERSEDED SURVEY CONTROL
 ML0489
 ML0489  NGVD 29 (??/??/92)  610.661  (m)         2003.48   (f) ADJ UNCH    2 0
 ML0489
 ML0489.Superseded values are not recommended for survey control.
 ML0489
 ML0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0489.See file dsdata.pdf to determine how the superseded data were derived.
 ML0489
 ML0489_MARKER: DB = BENCH MARK DISK
 ML0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0489_STAMPING: R 125 1935
 ML0489_MARK LOGO: CGS
 ML0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0489+STABILITY: SURFACE MOTION
 ML0489
 ML0489  HISTORY     - Date     Condition        Report By
 ML0489  HISTORY     - 1935     MONUMENTED       CGS
 ML0489  HISTORY     - 1985     GOOD             NGS
 ML0489
 ML0489                          STATION DESCRIPTION
 ML0489
 ML0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0489'3.7 MI SE FROM ORD.
 ML0489'3.7 MILES SOUTHEAST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0489'RAILROAD BETWEEN ST. PAUL AND ORD, 10 POLES WEST OF MILEPOST 57,
 ML0489'150 FEET WEST OF A CURVE IN THE HIGHWAY, 43.9 FEET SOUTH OF THE
 ML0489'SOUTH RAIL OF THE MAIN TRACK, 35 FEET NORTH OF THE CENTER LINE
 ML0489'OF HIGHWAY 11, 15 FEET WEST OF THE WEST END OF A FIELD GATE.
 ML0489
 ML0489                          STATION RECOVERY (1985)
 ML0489
 ML0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0489'0.16 KM (0.1 MI) EAST ALONG L STREET AND STATE HIGHWAY 11, FROM THE
 ML0489'COURTHOUSE IN ORD, THENCE 5.47 KM (3.4 MI) RIGHT AND SOUTHEAST ALONG
 ML0489'STATE HIGHWAY 11, THENCE 0.56 KM (0.35 MI) LEFT AND EAST ALONG A
 ML0489'GRADED ROAD TO A FARM HOUSE ON THE RIGHT AND THE BENCH MARK ON THE
 ML0489'LEFT, 13.42 M (44.0 FT) SOUTH FROM THE SOUTH RAIL OF A RAILROAD
 ML0489'TRACK, 12.2 M (40.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 7.0 M
 ML0489'(23.0 FT) WEST FROM THE CENTERLINE OF A FIELD ENTRANCE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0454 ***********************************************************************
 NN0454  DESIGNATION -  R 126
 NN0454  PID         -  NN0454
 NN0454  STATE/COUNTY-  NE/HOLT
 NN0454  COUNTRY     -  US
 NN0454  USGS QUAD   -  SWAN LAKE (2017)
 NN0454
 NN0454                         *CURRENT SURVEY CONTROL
 NN0454  ______________________________________________________________________
 NN0454* NAD 83(1986) POSITION- 42 07 54.     (N) 099 02 25.     (W)   SCALED
 NN0454* NAVD 88 ORTHO HEIGHT -   711.647 (meters)     2334.80  (feet) ADJUSTED
 NN0454  ______________________________________________________________________
 NN0454  GEOID HEIGHT    -        -23.465 (meters)                     GEOID18
 NN0454  DYNAMIC HEIGHT  -        711.334 (meters)     2333.77  (feet) COMP
 NN0454  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 NN0454
 NN0454  VERT ORDER      -  SECOND    CLASS 0
 NN0454
 NN0454.The horizontal coordinates were scaled from a map and have
 NN0454.an estimated accuracy of +/- 6 seconds.
 NN0454
 NN0454.The orthometric height was determined by differential leveling and
 NN0454.adjusted by the NATIONAL GEODETIC SURVEY
 NN0454.in June 1991.
 NN0454
 NN0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0454.GEOID18 height accuracy estimate available here.
 NN0454
 NN0454.Click photographs - Photos may exist for this station.
 NN0454
 NN0454.The dynamic height is computed by dividing the NAVD 88
 NN0454.geopotential number by the normal gravity value computed on the
 NN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0454.degrees latitude (g = 980.6199 gals.).
 NN0454
 NN0454.The modeled gravity was interpolated from observed gravity values.
 NN0454
 NN0454;                    North         East    Units  Estimated Accuracy
 NN0454;SPC NE       -   255,620.      579,330.      MT  (+/- 180 meters Scaled)
 NN0454
 NN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM966643(NAD 83)
 NN0454
 NN0454                          SUPERSEDED SURVEY CONTROL
 NN0454
 NN0454  NGVD 29 (??/??/92)  711.390  (m)         2333.95   (f) ADJ UNCH    2 0
 NN0454
 NN0454.Superseded values are not recommended for survey control.
 NN0454
 NN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0454.See file dsdata.pdf to determine how the superseded data were derived.
 NN0454
 NN0454_MARKER: DB = BENCH MARK DISK
 NN0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0454_STAMPING: R 126 1935
 NN0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0454+STABILITY: SURFACE MOTION
 NN0454
 NN0454  HISTORY     - Date     Condition        Report By
 NN0454  HISTORY     - 1935     MONUMENTED       CGS
 NN0454  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0454
 NN0454                          STATION DESCRIPTION
 NN0454
 NN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0454'26.5 MI N FROM BURWELL.
 NN0454'IN HOLT COUNTY, 26.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0454'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 0.6 MILE EAST OF
 NN0454'A RANCHHOUSE NEAR A LARGE GROVE OF CEDAR TREES, 0.4 MILE NORTH
 NN0454'OF THE ROY WORDEN RANCHHOUSE, AND 34.2 FEET EAST OF THE CENTER
 NN0454'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 126 1935 AND SET
 NN0454'IN THE TOP OF A CONCRETE POST.
 NN0454
 NN0454                          STATION RECOVERY (1964)
 NN0454
 NN0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0241 ***********************************************************************
 NN0241  DESIGNATION -  R 127
 NN0241  PID         -  NN0241
 NN0241  STATE/COUNTY-  NE/HOLT
 NN0241  COUNTRY     -  US
 NN0241  USGS QUAD   -  INMAN (2017)
 NN0241
 NN0241                         *CURRENT SURVEY CONTROL
 NN0241  ______________________________________________________________________
 NN0241* NAD 83(1986) POSITION- 42 23 12.11   (N) 098 32 02.00   (W)   HD_HELD1
 NN0241* NAVD 88 ORTHO HEIGHT -   588.493 (meters)     1930.75  (feet) ADJUSTED
 NN0241  ______________________________________________________________________
 NN0241  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 NN0241  DYNAMIC HEIGHT  -        588.268 (meters)     1930.01  (feet) COMP
 NN0241  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 NN0241
 NN0241  VERT ORDER      -  SECOND    CLASS 0
 NN0241
 NN0241.The horizontal coordinates were determined by differentially corrected
 NN0241.hand held GPS observations or other comparable positioning techniques
 NN0241.and have an estimated accuracy of +/- 3 meters.
 NN0241
 NN0241.The orthometric height was determined by differential leveling and
 NN0241.adjusted by the NATIONAL GEODETIC SURVEY
 NN0241.in June 1991.
 NN0241
 NN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0241.GEOID18 height accuracy estimate available here.
 NN0241
 NN0241.Click photographs - Photos may exist for this station.
 NN0241
 NN0241.The dynamic height is computed by dividing the NAVD 88
 NN0241.geopotential number by the normal gravity value computed on the
 NN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0241.degrees latitude (g = 980.6199 gals.).
 NN0241
 NN0241.The modeled gravity was interpolated from observed gravity values.
 NN0241
 NN0241;                    North         East    Units  Estimated Accuracy
 NN0241;SPC NE       -   284,523.1     620,697.5     MT  (+/- 3 meters HH1 GPS) 
 NN0241
 NN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3836792817(NAD 83)
 NN0241
 NN0241                          SUPERSEDED SURVEY CONTROL
 NN0241
 NN0241  NGVD 29 (??/??/92)  588.291  (m)         1930.08   (f) ADJ UNCH    2 0
 NN0241
 NN0241.Superseded values are not recommended for survey control.
 NN0241
 NN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0241.See file dsdata.pdf to determine how the superseded data were derived.
 NN0241
 NN0241_MARKER: DB = BENCH MARK DISK
 NN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0241_STAMPING: R 127 1935
 NN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0241+STABILITY: SURFACE MOTION
 NN0241
 NN0241  HISTORY     - Date     Condition        Report By
 NN0241  HISTORY     - 1935     MONUMENTED       CGS
 NN0241
 NN0241                          STATION DESCRIPTION
 NN0241
 NN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0241'0.3 MI NW FROM INMAN.
 NN0241'0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0241'FROM THE STATION AT INMAN, HOLT COUNTY, 12-1/2 RAILS NORTHWEST
 NN0241'OF CULVERT 281-6/7, 108.5 FEET SOUTHEAST OF THE CENTER OF A ROAD
 NN0241'CROSSING, 50.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 NN0241'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED R 127
 NN0241'1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1329 ***********************************************************************
 NM1329  DESIGNATION -  R 128
 NM1329  PID         -  NM1329
 NM1329  STATE/COUNTY-  NE/MADISON
 NM1329  COUNTRY     -  US
 NM1329  USGS QUAD   -  TILDEN (2017)
 NM1329
 NM1329                         *CURRENT SURVEY CONTROL
 NM1329  ______________________________________________________________________
 NM1329* NAD 83(1986) POSITION- 42 02 08.     (N) 097 46 23.     (W)   SCALED
 NM1329* NAVD 88 ORTHO HEIGHT -   504.406 (meters)     1654.87  (feet) ADJUSTED
 NM1329  ______________________________________________________________________
 NM1329  GEOID HEIGHT    -        -24.682 (meters)                     GEOID18
 NM1329  DYNAMIC HEIGHT  -        504.201 (meters)     1654.20  (feet) COMP
 NM1329  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 NM1329
 NM1329  VERT ORDER      -  SECOND    CLASS 0
 NM1329
 NM1329.The horizontal coordinates were scaled from a map and have
 NM1329.an estimated accuracy of +/- 6 seconds.
 NM1329
 NM1329.The orthometric height was determined by differential leveling and
 NM1329.adjusted by the NATIONAL GEODETIC SURVEY
 NM1329.in June 1991.
 NM1329
 NM1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1329.GEOID18 height accuracy estimate available here.
 NM1329
 NM1329.Click photographs - Photos may exist for this station.
 NM1329
 NM1329.The dynamic height is computed by dividing the NAVD 88
 NM1329.geopotential number by the normal gravity value computed on the
 NM1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1329.degrees latitude (g = 980.6199 gals.).
 NM1329
 NM1329.The modeled gravity was interpolated from observed gravity values.
 NM1329
 NM1329;                    North         East    Units  Estimated Accuracy
 NM1329;SPC NE       -   246,880.      684,330.      MT  (+/- 180 meters Scaled)
 NM1329
 NM1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM015544(NAD 83)
 NM1329
 NM1329                          SUPERSEDED SURVEY CONTROL
 NM1329
 NM1329  NGVD 29 (??/??/92)  504.204  (m)         1654.21   (f) ADJ UNCH    2 0
 NM1329
 NM1329.Superseded values are not recommended for survey control.
 NM1329
 NM1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1329.See file dsdata.pdf to determine how the superseded data were derived.
 NM1329
 NM1329_MARKER: DB = BENCH MARK DISK
 NM1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1329_STAMPING: R 128 1935
 NM1329_MARK LOGO: CGS
 NM1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1329+STABILITY: SURFACE MOTION
 NM1329
 NM1329  HISTORY     - Date     Condition        Report By
 NM1329  HISTORY     - 1935     MONUMENTED       CGS
 NM1329  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1329
 NM1329                          STATION DESCRIPTION
 NM1329
 NM1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1329'2.2 MI NW FROM MEADOW GROVE.
 NM1329'2.2 MILES NORTHWEST OF DEPOT.  ALONG THE CHICAGO AND NORTH
 NM1329'WESTERN RAILROAD BETWEEN TILDEN AND NORFOLK, 125.6 FEET NORTHWEST
 NM1329'OF THE CENTER OF COUNTY ROAD CROSSING RAILROAD TRACK, ABOUT 100
 NM1329'FEET WEST OF POINT WHERE STATE HIGHWAY NO. 8 LEAVES TRACK, 66.0
 NM1329'FEET WEST OF CORNER RIGHT OF WAY FENCE, 41.4 FEET NORTH OF THE
 NM1329'NORTH RAIL OF THE MAIN TRACK.
 NM1329
 NM1329                          STATION RECOVERY (1999)
 NM1329
 NM1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1329'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0340 ***********************************************************************
 LG0340  DESIGNATION -  R 13
 LG0340  PID         -  LG0340
 LG0340  STATE/COUNTY-  NE/SALINE
 LG0340  COUNTRY     -  US
 LG0340  USGS QUAD   -  CRETE SOUTH (2017)
 LG0340
 LG0340                         *CURRENT SURVEY CONTROL
 LG0340  ______________________________________________________________________
 LG0340* NAD 83(1986) POSITION- 40 37 20.42   (N) 096 59 23.80   (W)   HD_HELD1
 LG0340* NAVD 88 ORTHO HEIGHT -   419.544 (meters)     1376.45  (feet) ADJUSTED
 LG0340  ______________________________________________________________________
 LG0340  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 LG0340  DYNAMIC HEIGHT  -        419.327 (meters)     1375.74  (feet) COMP
 LG0340  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 LG0340
 LG0340  VERT ORDER      -  FIRST     CLASS II
 LG0340
 LG0340.The horizontal coordinates were determined by differentially corrected
 LG0340.hand held GPS observations or other comparable positioning techniques
 LG0340.and have an estimated accuracy of +/- 3 meters.
 LG0340
 LG0340.The orthometric height was determined by differential leveling and
 LG0340.adjusted by the NATIONAL GEODETIC SURVEY
 LG0340.in May 1993.
 LG0340
 LG0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0340.GEOID18 height accuracy estimate available here.
 LG0340
 LG0340.Click photographs - Photos may exist for this station.
 LG0340
 LG0340.The dynamic height is computed by dividing the NAVD 88
 LG0340.geopotential number by the normal gravity value computed on the
 LG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0340.degrees latitude (g = 980.6199 gals.).
 LG0340
 LG0340.The modeled gravity was interpolated from observed gravity values.
 LG0340
 LG0340;                    North         East    Units  Estimated Accuracy
 LG0340;SPC NE       -    92,034.8     754,583.2     MT  (+/- 3 meters HH1 GPS) 
 LG0340
 LG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7001598776(NAD 83)
 LG0340
 LG0340                          SUPERSEDED SURVEY CONTROL
 LG0340
 LG0340  NAVD 88 (06/15/91)  419.570  (m)         1376.54   (f) SUPERSEDED  1 2
 LG0340  NGVD 29 (??/??/92)  419.433  (m)         1376.09   (f) ADJ UNCH    1 2
 LG0340
 LG0340.Superseded values are not recommended for survey control.
 LG0340
 LG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0340.See file dsdata.pdf to determine how the superseded data were derived.
 LG0340
 LG0340_MARKER: DB = BENCH MARK DISK
 LG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0340_STAMPING: R 13 1933 1375.873
 LG0340_MARK LOGO: CGS
 LG0340_PROJECTION: RECESSED 34 CENTIMETERS
 LG0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0340+STABILITY: SURFACE MOTION
 LG0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0340+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 LG0340
 LG0340  HISTORY     - Date     Condition        Report By
 LG0340  HISTORY     - 1933     MONUMENTED       CGS
 LG0340  HISTORY     - 1940     GOOD             CGS
 LG0340  HISTORY     - 19861117 GOOD             NGS
 LG0340  HISTORY     - 19911009 GOOD             NGS
 LG0340  HISTORY     - 20150811 GOOD             NEGS
 LG0340  HISTORY     - 20200611 GOOD             NEGS
 LG0340
 LG0340                          STATION DESCRIPTION
 LG0340
 LG0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0340'1.5 MI W FROM CRETE.
 LG0340'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0340'FROM THE STATION AT CRETE, SALINE COUNTY, 1/4 MILE WEST OF
 LG0340'MILEPOST 81, AT A GRAVEL-ROAD CROSSING, 68 FEET NORTHEAST OF THE
 LG0340'CENTER OF THE CROSSING, 47 FEET NORTH OF THE CENTERLINE OF THE
 LG0340'TRACK, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 19.5 FEET
 LG0340'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, 3.5 FEET SOUTH OF A
 LG0340'POLE, AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LG0340'STANDARD DISK, STAMPED 1375.873 R 13 1933 AND SET IN THE TOP OF A
 LG0340'CONCRETE POST 0.2 FOOT ABOVE GROUND.
 LG0340
 LG0340                          STATION RECOVERY (1986)
 LG0340
 LG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0340'RECOVERED IN GOOD CONDITION, 2.41 KM (1.50 MI) WEST ALONG THE
 LG0340'BURLINGTON NORTHERN RAILROAD, FROM THE OLD STATION AT CRETE, AT A
 LG0340'ROAD CROSSING, 20.73 M (68.0 FT) NORTHEAST FROM THE CENTER OF THE
 LG0340'CROSSING, 14.33 M (47.0 FT) NORTH FROM THE CENTERLINE OF THE TRACK,
 LG0340'11.58 M (38.0 FT) EAST FROM THE CENTERLINE OF THE ROAD, 1.22 M
 LG0340'(4.0 FT) SOUTHWEST FROM A POWERLINE POLE, 0.3 M (1.0 FT) WEST FROM A
 LG0340'U.S. CORP OF ENGINEERS WITNESS POST, 0.3 M (1.0 FT) EAST FROM A
 LG0340'WITNESS POST, 0.9 M (3.0 FT) BELOW THE TRACKS AND RECESSED 0.3 M
 LG0340'(1.0 FT) BELOW THE GROUND SURFACE.
 LG0340
 LG0340                          STATION RECOVERY (1991)
 LG0340
 LG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0340'2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0340'IN CRETE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG COUNTY ROAD 2100,
 LG0340'13.4 M (44.0 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0340'RAILROAD, 11.1 M (36.4 FT) EAST OF THE ROAD CENTER, 4.8 M (15.7 FT)
 LG0340'WEST OF THE NORTHWEST CORNER OF RAILROAD UTILITY BOX NUMBER BN
 LG0340'70-315E, 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY
 LG0340'CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT)
 LG0340'EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 LG0340'BELOW THE GROUND SURFACE.
 LG0340
 LG0340                          STATION RECOVERY (2015)
 LG0340
 LG0340'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (LB)
 LG0340'EAST 26.69 FEET TO SW COR. MP81.23 SILVER BOX STATION, EAST-NORTHEAST
 LG0340'8.5 FEET TO BOTTOM OF CARSONITE WITNESS POST, NORTHEAST 7.45 FEET TO
 LG0340'SOUTHWEST BASE OF ELECTRIC BOX AND IS 0.90 FEET BELOW GROUND
 LG0340
 LG0340                          STATION RECOVERY (2020)
 LG0340
 LG0340'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0340'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 33 AND NE. HIGHWAY 103 WEST
 LG0340'OF CRETE, NE., GO WEST APPROXIMATELY 0.34 MI (0.55 KM) TO COUNTY ROAD
 LG0340'2100.  TURN RIGHT (NORTH) AND GO APPROXIMATELY 240 FT (73.2 M) TO THE
 LG0340'MARK LOCATED NORTH OF A RAILROAD SERVICE DRIVE AND ON THE RIGHT (EAST)
 LG0340'SIDE OF THE COUNTY ROAD.  THE MARK IS LOCATED WEST OF A METAL RAILROAD
 LG0340'BUILDING ON THE NORTH SIDE OF THE TRACKS, 7.45 FT (2.3 M) SOUTHWEST OF
 LG0340'THE SOUTHWEST CORNER OF BASE OF ELECTRIC BOX, 8.5 FT (2.6 M) WEST OF
 LG0340'THE BOTTOM OF A FIBERGLASS WITNESS POST AND 36.5 FT (11.1 M) EAST OF
 LG0340'THE CENTERLINE OF COUNTY ROAD 2100.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0315 ***********************************************************************
 NO0315  DESIGNATION -  R 130
 NO0315  PID         -  NO0315
 NO0315  STATE/COUNTY-  NE/CHERRY
 NO0315  COUNTRY     -  US
 NO0315  USGS QUAD   -  MERRIMAN (2017)
 NO0315
 NO0315                         *CURRENT SURVEY CONTROL
 NO0315  ______________________________________________________________________
 NO0315* NAD 83(1986) POSITION- 42 55 12.12   (N) 101 41 42.89   (W)   HD_HELD1
 NO0315* NAVD 88 ORTHO HEIGHT -   994.092 (meters)     3261.45  (feet) ADJUSTED
 NO0315  ______________________________________________________________________
 NO0315  GEOID HEIGHT    -        -19.337 (meters)                     GEOID18
 NO0315  DYNAMIC HEIGHT  -        993.657 (meters)     3260.02  (feet) COMP
 NO0315  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 NO0315
 NO0315  VERT ORDER      -  FIRST     CLASS II
 NO0315
 NO0315.The horizontal coordinates were determined by differentially corrected
 NO0315.hand held GPS observations or other comparable positioning techniques
 NO0315.and have an estimated accuracy of +/- 3 meters.
 NO0315
 NO0315.The orthometric height was determined by differential leveling and
 NO0315.adjusted by the NATIONAL GEODETIC SURVEY
 NO0315.in June 1991.
 NO0315
 NO0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0315.GEOID18 height accuracy estimate available here.
 NO0315
 NO0315.Click photographs - Photos may exist for this station.
 NO0315
 NO0315.The dynamic height is computed by dividing the NAVD 88
 NO0315.geopotential number by the normal gravity value computed on the
 NO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0315.degrees latitude (g = 980.6199 gals.).
 NO0315
 NO0315.The modeled gravity was interpolated from observed gravity values.
 NO0315
 NO0315;                    North         East    Units  Estimated Accuracy
 NO0315;SPC NE       -   344,094.6     361,602.6     MT  (+/- 3 meters HH1 GPS) 
 NO0315
 NO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8002455459(NAD 83)
 NO0315
 NO0315                          SUPERSEDED SURVEY CONTROL
 NO0315
 NO0315  NGVD 29 (??/??/92)  993.673  (m)         3260.08   (f) ADJ UNCH    1 2
 NO0315
 NO0315.Superseded values are not recommended for survey control.
 NO0315
 NO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0315.See file dsdata.pdf to determine how the superseded data were derived.
 NO0315
 NO0315_MARKER: DB = BENCH MARK DISK
 NO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0315_STAMPING: R 130 1934
 NO0315_MARK LOGO: CGS
 NO0315_PROJECTION: FLUSH
 NO0315_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0315+STABILITY: SURFACE MOTION
 NO0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0315+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2023
 NO0315
 NO0315  HISTORY     - Date     Condition        Report By
 NO0315  HISTORY     - 1934     MONUMENTED       CGS
 NO0315  HISTORY     - 1957     GOOD             CGS
 NO0315  HISTORY     - 19991006 GOOD             NGS
 NO0315  HISTORY     - 20180213 GOOD             NEGS
 NO0315  HISTORY     - 20230714 GOOD             NEGS
 NO0315
 NO0315                          STATION DESCRIPTION
 NO0315
 NO0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0315'0.2 MI E FROM MERRIMAN.
 NO0315'ABOUT 0.25 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0315'FROM THE STATION AT MERRIMAN, ON THE CREST OF A SMALL SANDY
 NO0315'KNOLL, 213 FEET NORTHEAST OF A SWITCH STAND, 132 FEET
 NO0315'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A STOCK YARD, 97 FEET
 NO0315'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2 FEET SOUTH OF A
 NO0315'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET
 NO0315'ABOVE THE TOP OF THE RAILS, IN T. 34 N., R. 37 W., SECTION 17.,
 NO0315'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 NO0315
 NO0315                          STATION RECOVERY (1999)
 NO0315
 NO0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0315'0.4 KM (0.25 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0315'IN MERRIMAN, 122.6 M (402.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.3
 NO0315'M (96.1 FT) NORTH OF THE NEAR RAIL OF THE NEBKOTA RAILROAD, 2.0 M (6.6
 NO0315'FT) ABOVE THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 NO0315'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NO0315'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE NEBKOTA RAILROAD,
 NO0315'CONTACT--GEORGE LAPRAY, 111 NORTH MAIN STREET, CHADRON, NE 69337,
 NO0315'TELEPHONE NUMBER (308) 432-2487.
 NO0315
 NO0315                          STATION RECOVERY (2018)
 NO0315
 NO0315'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NO0315'TO REACH FROM THE EAST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NO0315'61 IN MERRIMAN, GO EAST ON U.S. 20 FOR 550 FT (167.6 M) TO MILE POST
 NO0315'135.95 - A GRAVEL ROAD ON THE LEFT (NORTH) SIDE OF THE ROAD.  TURN
 NO0315'NORTHEAST ONTO THE GRAVEL ROAD AND DRIVE APPROXIMATELY 230 FT (70.1 M)
 NO0315'TO AN ABANDONED RAILROAD BED.  TURN RIGHT (EAST-SOUTHEAST) ONTO THE
 NO0315'RAILROAD BED AND GO APPROXIMATELY 575 FT (175.3 M) TO THE STATION ON
 NO0315'THE LEFT (NORTH).
 NO0315'
 NO0315'THE MONUMENT IS APPROXIMATELY 102 FT (31.1 M) NORTH OF THE CENTERLINE
 NO0315'OF THE RAILROAD BED, 1.65 FT (0.5 M) SOUTH OF A FIBERGLASS WITNESS
 NO0315'POST IN AN EAST-WEST FENCE LINE, 0.6 FT (18 CM) WEST OF AN OLD 4X4
 NO0315'WOODEN WITNESS POST AND 127.6 FT (38.9 M) NORTHWEST OF A RAILROAD SIGN
 NO0315'POST (RR WHISTLE SIGN).
 NO0315'
 NO0315'THE STATION IS APPROXIMATELY 400 FT (121.9 M) NORTH OF THE CENTERLINE
 NO0315'OF U.S. HIGHWAY 20 (MEASURED PERPENDICULAR FROM MILEPOST 136.0).  A
 NO0315'RAILROAD SPIKE HAS BEEN PLACED BESIDE THE MONUMENT.
 NO0315
 NO0315                          STATION RECOVERY (2023)
 NO0315
 NO0315'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2023 (BO)
 NO0315'TO REACH FROM THE EAST JUNCTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 61
 NO0315'IN MERRIMAN, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 550 FT
 NO0315'(167.6 M) TO A GRAVEL ROAD ON THE LEFT (NORTH) SIDE OF THE ROAD.  TURN
 NO0315'NORTHEAST ONTO THE GRAVEL ROAD AND DRIVE APPROXIMATELY 230 FT (70.1 M)
 NO0315'TO AN ABANDONED RAILROAD BED.  TURN RIGHT (ESE) ONTO THE RAILROAD BED
 NO0315'AND GO APPROXIMATELY 575 FT (175.3 M) TO THE STATION ON THE LEFT
 NO0315'(NORTH).
 NO0315'
 NO0315'THE MARK IS APPROXIMATELY 400 FT (121.9 M) NORTH OF THE CENTERLINE OF
 NO0315'U.S. HIGHWAY 20 AT MILE POST 136.01, 127.6 FT (38.9 M) NORTHWEST OF A
 NO0315'RAILROAD SIGN POST, 102.0 FT (31.1 M) NORTH OF THE CENTERLINE OF A
 NO0315'RAILROAD BED, 1.6 FT (0.5 M) SOUTH OF FIBERGLASS WITNESS POST AND 0.6
 NO0315'FT (18 CM) WEST OF AN OLD 4 BY 4 WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0868 ***********************************************************************
 MK0868  DESIGNATION -  R 130
 MK0868  PID         -  MK0868
 MK0868  STATE/COUNTY-  NE/DODGE
 MK0868  COUNTRY     -  US
 MK0868  USGS QUAD   -  NORTH BEND (2017)
 MK0868
 MK0868                         *CURRENT SURVEY CONTROL
 MK0868  ______________________________________________________________________
 MK0868* NAD 83(1986) POSITION- 41 27 40.     (N) 096 46 50.     (W)   SCALED
 MK0868* NAVD 88 ORTHO HEIGHT -   387.981 (meters)     1272.90  (feet) ADJUSTED
 MK0868  ______________________________________________________________________
 MK0868  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 MK0868  DYNAMIC HEIGHT  -        387.817 (meters)     1272.36  (feet) COMP
 MK0868  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 MK0868
 MK0868  VERT ORDER      -  SECOND    CLASS 0
 MK0868
 MK0868.The horizontal coordinates were scaled from a map and have
 MK0868.an estimated accuracy of +/- 6 seconds.
 MK0868
 MK0868.The orthometric height was determined by differential leveling and
 MK0868.adjusted by the NATIONAL GEODETIC SURVEY
 MK0868.in June 1991.
 MK0868
 MK0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0868.GEOID18 height accuracy estimate available here.
 MK0868
 MK0868.Click photographs - Photos may exist for this station.
 MK0868
 MK0868.The dynamic height is computed by dividing the NAVD 88
 MK0868.geopotential number by the normal gravity value computed on the
 MK0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0868.degrees latitude (g = 980.6199 gals.).
 MK0868
 MK0868.The modeled gravity was interpolated from observed gravity values.
 MK0868
 MK0868;                    North         East    Units  Estimated Accuracy
 MK0868;SPC NE       -   185,730.      768,820.      MT  (+/- 180 meters Scaled)
 MK0868
 MK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL853923(NAD 83)
 MK0868
 MK0868                          SUPERSEDED SURVEY CONTROL
 MK0868
 MK0868  NGVD 29 (??/??/92)  387.830  (m)         1272.41   (f) ADJ UNCH    2 0
 MK0868
 MK0868.Superseded values are not recommended for survey control.
 MK0868
 MK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0868.See file dsdata.pdf to determine how the superseded data were derived.
 MK0868
 MK0868_MARKER: DB = BENCH MARK DISK
 MK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0868_STAMPING: R 130 1934
 MK0868_MARK LOGO: CGS
 MK0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0868+STABILITY: SURFACE MOTION
 MK0868
 MK0868  HISTORY     - Date     Condition        Report By
 MK0868  HISTORY     - 1934     MONUMENTED       CGS
 MK0868  HISTORY     - 1950     GOOD             CGS
 MK0868  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0868
 MK0868                          STATION DESCRIPTION
 MK0868
 MK0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0868'AT NORTH BEND.
 MK0868'AT NORTH BEND, 208 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MK0868'30, 185 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 79, 105.0
 MK0868'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK OF THE
 MK0868'UNION PACIFIC RAILROAD, 69.0 FEET NORTHEAST OF THE NORTHEAST
 MK0868'CORNER OF THE RAILROAD STATION, 42.0 FEET NORTH OF THE NORTH
 MK0868'RAIL OF A SIDE TRACK, IN THE CENTER OF THE SOUTH EDGE OF THE
 MK0868'CITY PARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0868'0.1 FOOT ABOVE THE GROUND.
 MK0868
 MK0868                          STATION RECOVERY (1966)
 MK0868
 MK0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0868'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1104 ***********************************************************************
 MK1104  DESIGNATION -  R 132
 MK1104  PID         -  MK1104
 MK1104  STATE/COUNTY-  NE/DODGE
 MK1104  COUNTRY     -  US
 MK1104  USGS QUAD   -  SCRIBNER (2017)
 MK1104
 MK1104                         *CURRENT SURVEY CONTROL
 MK1104  ______________________________________________________________________
 MK1104* NAD 83(1986) POSITION- 41 40 05.     (N) 096 40 10.     (W)   SCALED
 MK1104* NAVD 88 ORTHO HEIGHT -   382.320 (meters)     1254.33  (feet) ADJUSTED
 MK1104  ______________________________________________________________________
 MK1104  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 MK1104  DYNAMIC HEIGHT  -        382.175 (meters)     1253.85  (feet) COMP
 MK1104  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 MK1104
 MK1104  VERT ORDER      -  SECOND    CLASS 0
 MK1104
 MK1104.The horizontal coordinates were scaled from a map and have
 MK1104.an estimated accuracy of +/- 6 seconds.
 MK1104
 MK1104.The orthometric height was determined by differential leveling and
 MK1104.adjusted by the NATIONAL GEODETIC SURVEY
 MK1104.in June 1991.
 MK1104
 MK1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1104.GEOID18 height accuracy estimate available here.
 MK1104
 MK1104.Click photographs - Photos may exist for this station.
 MK1104
 MK1104.The dynamic height is computed by dividing the NAVD 88
 MK1104.geopotential number by the normal gravity value computed on the
 MK1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1104.degrees latitude (g = 980.6199 gals.).
 MK1104
 MK1104.The modeled gravity was interpolated from observed gravity values.
 MK1104
 MK1104;                    North         East    Units  Estimated Accuracy
 MK1104;SPC NE       -   209,040.      777,210.      MT  (+/- 180 meters Scaled)
 MK1104
 MK1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM940155(NAD 83)
 MK1104
 MK1104                          SUPERSEDED SURVEY CONTROL
 MK1104
 MK1104  NGVD 29 (??/??/92)  382.180  (m)         1253.87   (f) ADJ UNCH    2 0
 MK1104
 MK1104.Superseded values are not recommended for survey control.
 MK1104
 MK1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1104.See file dsdata.pdf to determine how the superseded data were derived.
 MK1104
 MK1104_MARKER: DB = BENCH MARK DISK
 MK1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1104_STAMPING: R 132 1935
 MK1104_MARK LOGO: CGS
 MK1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1104+STABILITY: SURFACE MOTION
 MK1104
 MK1104  HISTORY     - Date     Condition        Report By
 MK1104  HISTORY     - 1935     MONUMENTED       CGS
 MK1104  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1104
 MK1104                          STATION DESCRIPTION
 MK1104
 MK1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1104'AT SCRIBNER.
 MK1104'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1104'AND HUMPHREY, 225 FEET SOUTHEAST OF SCRIBNER ICE AND POWER
 MK1104'PLANT, 31.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN LINE, 25.0
 MK1104'FEET EAST OF THE SWITCH STAND.
 MK1104
 MK1104                          STATION RECOVERY (1965)
 MK1104
 MK1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1168 ***********************************************************************
 MK1168  DESIGNATION -  R 133
 MK1168  PID         -  MK1168
 MK1168  STATE/COUNTY-  NE/COLFAX
 MK1168  COUNTRY     -  US
 MK1168  USGS QUAD   -  CLARKSON (2017)
 MK1168
 MK1168                         *CURRENT SURVEY CONTROL
 MK1168  ______________________________________________________________________
 MK1168* NAD 83(1986) POSITION- 41 40 32.     (N) 097 03 33.     (W)   SCALED
 MK1168* NAVD 88 ORTHO HEIGHT -   442.370 (meters)     1451.34  (feet) ADJUSTED
 MK1168  ______________________________________________________________________
 MK1168  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 MK1168  DYNAMIC HEIGHT  -        442.190 (meters)     1450.75  (feet) COMP
 MK1168  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 MK1168
 MK1168  VERT ORDER      -  SECOND    CLASS 0
 MK1168
 MK1168.The horizontal coordinates were scaled from a map and have
 MK1168.an estimated accuracy of +/- 6 seconds.
 MK1168
 MK1168.The orthometric height was determined by differential leveling and
 MK1168.adjusted by the NATIONAL GEODETIC SURVEY
 MK1168.in June 1991.
 MK1168
 MK1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1168.GEOID18 height accuracy estimate available here.
 MK1168
 MK1168.Click photographs - Photos may exist for this station.
 MK1168
 MK1168.The dynamic height is computed by dividing the NAVD 88
 MK1168.geopotential number by the normal gravity value computed on the
 MK1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1168.degrees latitude (g = 980.6199 gals.).
 MK1168
 MK1168.The modeled gravity was interpolated from observed gravity values.
 MK1168
 MK1168;                    North         East    Units  Estimated Accuracy
 MK1168;SPC NE       -   208,700.      744,750.      MT  (+/- 180 meters Scaled)
 MK1168
 MK1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM615155(NAD 83)
 MK1168
 MK1168                          SUPERSEDED SURVEY CONTROL
 MK1168
 MK1168  NGVD 29 (??/??/92)  442.192  (m)         1450.76   (f) ADJ UNCH    2 0
 MK1168
 MK1168.Superseded values are not recommended for survey control.
 MK1168
 MK1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1168.See file dsdata.pdf to determine how the superseded data were derived.
 MK1168
 MK1168_MARKER: DB = BENCH MARK DISK
 MK1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1168_STAMPING: R 133 1935
 MK1168_MARK LOGO: CGS
 MK1168_PROJECTION: PROJECTING 5 CENTIMETERS
 MK1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1168+STABILITY: SURFACE MOTION
 MK1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1168+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2018
 MK1168
 MK1168  HISTORY     - Date     Condition        Report By
 MK1168  HISTORY     - 1935     MONUMENTED       CGS
 MK1168  HISTORY     - 1960     GOOD             CGS
 MK1168  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1168  HISTORY     - 19890417 GOOD             NEDR
 MK1168  HISTORY     - 19950419 GOOD             NGS
 MK1168  HISTORY     - 20180903 GOOD             JEOCON
 MK1168
 MK1168                          STATION DESCRIPTION
 MK1168
 MK1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1168'15.7 MI N FROM SCHUYLER.
 MK1168'15.7 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1168'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, 6.4 MILES SOUTHEAST
 MK1168'OF CLARKSON, 205 FEET SOUTH OF A HIGH TELEPHONE POLE WHICH IS THE
 MK1168'LAST POLE ON THE WEST SIDE OF THE HIGHWAY AS THE TELEPHONE LINE
 MK1168'CROSSES THE HIGHWAY, 108 FEET WEST OF THE CENTER OF STATE
 MK1168'HIGHWAY 15, 2 FEET EAST OF FENCE, ONE FOOT SOUTH OF A STEEL
 MK1168'WITNESS POST AND PROJECTING 2 INCHES.
 MK1168
 MK1168                          STATION RECOVERY (1965)
 MK1168
 MK1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1168'MARK NOT FOUND.
 MK1168
 MK1168                          STATION RECOVERY (1989)
 MK1168
 MK1168'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1168'TO REACH FROM THE POST OFFICE IN SCHUYLER, GO WEST ALONG EAST 11TH
 MK1168'STREET FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR
 MK1168'16.0 MI (25.7 KM) TO THE MARK ON THE LEFT, 122.0 FT (37.2 M) SLOPE
 MK1168'DISTANCE FROM THE CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M) EAST OF A
 MK1168'NORTH-SOUTH FENCELINE, 1.0 FT (0.3 M) SOUTH FROM A STEEL WITNESS POST,
 MK1168'1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST AND SET INTO THE
 MK1168'TOP OF A CONCRETE POST THAT IS RECESSED 0.3 FT (9.1 CM) BELOW THE
 MK1168'GROUND SURFACE.
 MK1168
 MK1168                          STATION RECOVERY (1995)
 MK1168
 MK1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1168'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-15.7 MILES NORTH ALONG
 MK1168'IGHWAY 15 FROM THE UP RR STATION SCHUYLER, 6.4 MILES (10.3 KM)
 MK1168'SOUTHEAST OF CLARKSON, 205 FEET (62.5 M) SOSUTH OF A HIGH TELEPHONE
 MK1168'POLE WHICH IS THE LAST POLE ON THE WEST SIDE OF THE HIGHWAY AS THE
 MK1168'TELEPHONE LINE CROSSES THE HIGHWAY, 108 FEET (32.9 M) WEST OF THE
 MK1168'CENTER OF HIGHWAY 15, 2 FEET (0.6 M) EAST OF FENCE, 1 FOOT (0.3 M)
 MK1168'SOUTH OF WITNESS POST PROJECTING 2 INCHES.
 MK1168
 MK1168                          STATION RECOVERY (2018)
 MK1168
 MK1168'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2018 (BJF)
 MK1168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1291 ***********************************************************************
 MK1291  DESIGNATION -  R 134
 MK1291  PID         -  MK1291
 MK1291  STATE/COUNTY-  NE/PLATTE
 MK1291  COUNTRY     -  US
 MK1291  USGS QUAD   -  COLUMBUS (2017)
 MK1291
 MK1291                         *CURRENT SURVEY CONTROL
 MK1291  ______________________________________________________________________
 MK1291* NAD 83(1995) POSITION- 41 24 31.56694(N) 097 17 49.32902(W)   ADJUSTED
 MK1291* NAD 83(1995) ELLIP HT-   407.064 (meters)        (06/27/02)   ADJUSTED
 MK1291* NAVD 88 ORTHO HEIGHT -   432.504 (meters)     1418.97  (feet) ADJUSTED
 MK1291  ______________________________________________________________________
 MK1291  GEOID HEIGHT    -        -25.475 (meters)                     GEOID18
 MK1291  NAD 83(1995) X  -   -608,519.579 (meters)                     COMP
 MK1291  NAD 83(1995) Y  - -4,752,189.096 (meters)                     COMP
 MK1291  NAD 83(1995) Z  -  4,196,847.436 (meters)                     COMP
 MK1291  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 MK1291  DYNAMIC HEIGHT  -        432.315 (meters)     1418.35  (feet) COMP
 MK1291  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 MK1291
 MK1291  HORZ ORDER      -  FIRST
 MK1291  VERT ORDER      -  SECOND    CLASS 0
 MK1291  ELLP ORDER      -  FOURTH    CLASS I
 MK1291
 MK1291.The horizontal coordinates were established by GPS observations
 MK1291.and adjusted by the National Geodetic Survey in August 1997.
 MK1291
 MK1291.The orthometric height was determined by differential leveling and
 MK1291.adjusted by the NATIONAL GEODETIC SURVEY
 MK1291.in June 1991.
 MK1291
 MK1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1291.GEOID18 height accuracy estimate available here.
 MK1291
 MK1291.Click photographs - Photos may exist for this station.
 MK1291
 MK1291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1291
 MK1291.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1291
 MK1291.The ellipsoidal height was determined by GPS observations
 MK1291.and is referenced to NAD 83.
 MK1291
 MK1291.The dynamic height is computed by dividing the NAVD 88
 MK1291.geopotential number by the normal gravity value computed on the
 MK1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1291.degrees latitude (g = 980.6199 gals.).
 MK1291
 MK1291.The modeled gravity was interpolated from observed gravity values.
 MK1291
 MK1291. The following values were computed from the NAD 83(1995) position.
 MK1291
 MK1291;                    North         East     Units Scale Factor Converg.
 MK1291;SPC NE       -   178,444.406   725,889.964   MT  0.99966002   +1 47 28.5
 MK1291;SPC NE       -   585,446.36  2,381,523.99   sFT  0.99966002   +1 47 28.5
 MK1291;UTM  14      - 4,585,535.192   642,336.063   MT  0.99984933   +1 07 35.7
 MK1291
 MK1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1291!SPC NE       -   0.99993616  x   0.99966002  =   0.99959620
 MK1291!UTM  14      -   0.99993616  x   0.99984933  =   0.99978549
 MK1291
 MK1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4233685535(NAD 83)
 MK1291
 MK1291                          SUPERSEDED SURVEY CONTROL
 MK1291
 MK1291  ELLIP H (03/16/99)  407.152  (m)                       GP(       ) 4 1
 MK1291  ELLIP H (08/18/97)  407.140  (m)                       GP(       ) 4 1
 MK1291  NAD 83(1986)-  41 24 31.57624(N)    097 17 49.33325(W) AD(       ) 1
 MK1291  NGVD 29 (??/??/92)  432.327  (m)         1418.39   (f) ADJ UNCH    2 0
 MK1291  NGVD 29 (02/23/90)  432.     (m)  RAPSU86  model used  GPS OBS        
 MK1291
 MK1291.Superseded values are not recommended for survey control.
 MK1291
 MK1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1291.See file dsdata.pdf to determine how the superseded data were derived.
 MK1291
 MK1291_MARKER: DB = BENCH MARK DISK
 MK1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1291_STAMPING: R 134 1935
 MK1291_MARK LOGO: CGS
 MK1291_PROJECTION: PROJECTING 13 CENTIMETERS
 MK1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1291+STABILITY: SURFACE MOTION
 MK1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1291+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2020
 MK1291
 MK1291  HISTORY     - Date     Condition        Report By
 MK1291  HISTORY     - 1935     MONUMENTED       CGS
 MK1291  HISTORY     - 1950     GOOD             CGS
 MK1291  HISTORY     - 19890418 GOOD             NGS
 MK1291  HISTORY     - 20100510 GOOD             INDIV
 MK1291  HISTORY     - 20201028 GOOD             NEGS
 MK1291
 MK1291                          STATION DESCRIPTION
 MK1291
 MK1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1291'3.6 MI SE FROM COLUMBUS.
 MK1291'3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1291'RAILROAD FROM THE STATION AT COLUMBUS, 0.3 MILE WEST OF MILEPOST
 MK1291'67, AT A PRIVATE ROAD CROSSING, 82 FEET EAST OF THE CENTER LINE
 MK1291'OF A PRIVATE DRIVEWAY LEADING NORTH, 41 FEET SOUTH OF THE SOUTH RAIL,
 MK1291'38 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST ALONG
 MK1291'THE RAILROAD, 35.4 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF
 MK1291'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1291'0.4 FOOT ABOVE THE GROUND.
 MK1291
 MK1291                          STATION RECOVERY (1989)
 MK1291
 MK1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK1291'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) SOUTHEAST OF COLUMBUS,
 MK1291'1.6 KM (1.00 MI) SOUTH OF 8TH STREET, ALONG A GRAVEL ROAD
 MK1291'RIGHT-OF-WAY.
 MK1291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81
 MK1291'SOUTH, IN COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 4.84 KM (3.00 MI)
 MK1291'TO THE JUNCTION WITH EAST 14TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO
 MK1291'SOUTH ON EAST 14TH AVENUE FOR 3.22 KM (2.00 MI) TO THE JUNCTION WITH A
 MK1291'GRAVEL ROAD.  TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR 1.55 KM
 MK1291'(0.95 MI) TO A PRIVATE DIRT ROAD NORTH AND THE STATION ON THE LEFT.
 MK1291'THE STATION MARK IS SET 25.3 M (83.0 FT) EAST-SOUTHEAST OF THE CENTER
 MK1291'OF THE PRIVATE DIRT ROAD, 11.9 M (39.0 FT) NORTH-NORTHEAST OF THE
 MK1291'GRAVEL ROAD, 11.6 M (38.1 FT) EAST-SOUTHEAST OF A TELEPHONE JUNCTION
 MK1291'BOX AND O.3 M SOUTH-SOUTHWEST OF A WITNESS POST.
 MK1291'DESCRIBED BY G.F.SMITH.
 MK1291
 MK1291                          STATION RECOVERY (2010)
 MK1291
 MK1291'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK1291'RECOVERED IN GOOD CONDITION.
 MK1291
 MK1291                          STATION RECOVERY (2020)
 MK1291
 MK1291'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1291'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN IN COLUMBUS,
 MK1291'NE., GO EAST ON U.S. HIGHWAY 30 FOR FOR 3.00 MI (4.83 KM) TO THE
 MK1291'JUNCTION OF U.S. HIGHWAY 30 AND E. 14TH AVENUE.  TURN RIGHT (SOUTH)
 MK1291'AND GO 2.00 MI (3.22 KM) TO THE JUNCTION OF E 14TH AVENUE AND SE NINTH
 MK1291'ST. (RIVER ROAD).  TURN LEFT AND GO EAST ON SE NINTH ST. (RIVER ROAD)
 MK1291'FOR 0.72 MI (1.16 KM) TO A PRIVATE GRAVEL DRIVE (NORTH) AND THE
 MK1291'STATION ON THE LEFT.  THE MARK IS 83.0 FT (25.3 M) EAST-SOUTHEAST OF
 MK1291'THE CENTER OF THE PRIVATE GRAVEL DRIVE, 39 FT (11.9 M) NORTH-NORTHEAST
 MK1291'OF GRAVEL ROAD SE NINTH ST. (RIVER ROAD), 38.1 FT (11.6 M)
 MK1291'EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX AND 0.3 FT (9 CM)
 MK1291'SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0699 ***********************************************************************
 LG0699  DESIGNATION -  R 135
 LG0699  PID         -  LG0699
 LG0699  STATE/COUNTY-  NE/YORK
 LG0699  COUNTRY     -  US
 LG0699  USGS QUAD   -  YORK NORTH (2017)
 LG0699
 LG0699                         *CURRENT SURVEY CONTROL
 LG0699  ______________________________________________________________________
 LG0699* NAD 83(1986) POSITION- 40 57 34.     (N) 097 36 25.     (W)   SCALED
 LG0699* NAVD 88 ORTHO HEIGHT -   496.572 (meters)     1629.17  (feet) ADJUSTED
 LG0699  ______________________________________________________________________
 LG0699  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 LG0699  DYNAMIC HEIGHT  -        496.314 (meters)     1628.32  (feet) COMP
 LG0699  MODELED GRAVITY -    980,091.3   (mgal)                       NAVD 88
 LG0699
 LG0699  VERT ORDER      -  SECOND    CLASS 0
 LG0699
 LG0699.The horizontal coordinates were scaled from a map and have
 LG0699.an estimated accuracy of +/- 6 seconds.
 LG0699
 LG0699.The orthometric height was determined by differential leveling and
 LG0699.adjusted by the NATIONAL GEODETIC SURVEY
 LG0699.in June 1991.
 LG0699
 LG0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0699.GEOID18 height accuracy estimate available here.
 LG0699
 LG0699.Click photographs - Photos may exist for this station.
 LG0699
 LG0699.The dynamic height is computed by dividing the NAVD 88
 LG0699.geopotential number by the normal gravity value computed on the
 LG0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0699.degrees latitude (g = 980.6199 gals.).
 LG0699
 LG0699.The modeled gravity was interpolated from observed gravity values.
 LG0699
 LG0699;                    North         East    Units  Estimated Accuracy
 LG0699;SPC NE       -   127,820.      701,380.      MT  (+/- 180 meters Scaled)
 LG0699
 LG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL172351(NAD 83)
 LG0699
 LG0699                          SUPERSEDED SURVEY CONTROL
 LG0699
 LG0699  NGVD 29 (??/??/92)  496.370  (m)         1628.51   (f) ADJ UNCH    2 0
 LG0699
 LG0699.Superseded values are not recommended for survey control.
 LG0699
 LG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0699.See file dsdata.pdf to determine how the superseded data were derived.
 LG0699
 LG0699_MARKER: DB = BENCH MARK DISK
 LG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0699_STAMPING: R 135 1935
 LG0699_MARK LOGO: CGS
 LG0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0699+STABILITY: SURFACE MOTION
 LG0699
 LG0699  HISTORY     - Date     Condition        Report By
 LG0699  HISTORY     - 1935     MONUMENTED       CGS
 LG0699  HISTORY     - 1967     MARK NOT FOUND   CGS
 LG0699
 LG0699                          STATION DESCRIPTION
 LG0699
 LG0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0699'6.3 MI N FROM YORK.
 LG0699'6.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0699'FROM THE STATION AT YORK, YORK COUNTY, 13 RAILS NORTH OF TRESTLE
 LG0699'141.12, AT A ROAD CROSSING, 46.8 FEET NORTHEAST OF THE CENTER
 LG0699'OF THE CROSSING, 44.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 LG0699'TRACK, AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0699'R 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0699
 LG0699                          STATION RECOVERY (1967)
 LG0699
 LG0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LG0699'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0146 ***********************************************************************
 LH0146  DESIGNATION -  R 138
 LH0146  PID         -  LH0146
 LH0146  STATE/COUNTY-  NE/HAMILTON
 LH0146  COUNTRY     -  US
 LH0146  USGS QUAD   -  PHILLIPS (2017)
 LH0146
 LH0146                         *CURRENT SURVEY CONTROL
 LH0146  ______________________________________________________________________
 LH0146* NAD 83(1986) POSITION- 40 53 36.     (N) 098 14 44.     (W)   SCALED
 LH0146* NAVD 88 ORTHO HEIGHT -   565.750 (meters)     1856.13  (feet) ADJUSTED
 LH0146  ______________________________________________________________________
 LH0146  GEOID HEIGHT    -        -25.223 (meters)                     GEOID18
 LH0146  DYNAMIC HEIGHT  -        565.452 (meters)     1855.15  (feet) COMP
 LH0146  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 LH0146
 LH0146  VERT ORDER      -  SECOND    CLASS 0
 LH0146
 LH0146.The horizontal coordinates were scaled from a map and have
 LH0146.an estimated accuracy of +/- 6 seconds.
 LH0146
 LH0146.The orthometric height was determined by differential leveling and
 LH0146.adjusted by the NATIONAL GEODETIC SURVEY
 LH0146.in June 1991.
 LH0146
 LH0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0146.GEOID18 height accuracy estimate available here.
 LH0146
 LH0146.Click photographs - Photos may exist for this station.
 LH0146
 LH0146.The dynamic height is computed by dividing the NAVD 88
 LH0146.geopotential number by the normal gravity value computed on the
 LH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0146.degrees latitude (g = 980.6199 gals.).
 LH0146
 LH0146.The modeled gravity was interpolated from observed gravity values.
 LH0146
 LH0146;                    North         East    Units  Estimated Accuracy
 LH0146;SPC NE       -   119,190.      647,800.      MT  (+/- 180 meters Scaled)
 LH0146
 LH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL635271(NAD 83)
 LH0146
 LH0146                          SUPERSEDED SURVEY CONTROL
 LH0146
 LH0146  NGVD 29 (??/??/92)  565.504  (m)         1855.32   (f) ADJ UNCH    2 0
 LH0146
 LH0146.Superseded values are not recommended for survey control.
 LH0146
 LH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0146.See file dsdata.pdf to determine how the superseded data were derived.
 LH0146
 LH0146_MARKER: DB = BENCH MARK DISK
 LH0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0146_SP_SET: BRIDDGE PARAPET
 LH0146_STAMPING: R 138 1935
 LH0146_MARK LOGO: CGS
 LH0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0146
 LH0146  HISTORY     - Date     Condition        Report By
 LH0146  HISTORY     - 1935     MONUMENTED       CGS
 LH0146  HISTORY     - 1977     GOOD             LOCENG
 LH0146
 LH0146                          STATION DESCRIPTION
 LH0146
 LH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0146'1.6 MI W FROM PHILLIPS.
 LH0146'IN HAMILTON COUNTY, 1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0146'AND QUINCY RAILROAD FROM THE STATION AT PHILLIPS, HAMILTON COUNTY,
 LH0146'5.6 MILES SOUTHEAST OF THE STATION AT GRAND ISLAND, HALL COUNTY,
 LH0146'0.2 MILE EAST OF MILEPOST 91, AT BRIDGE 90.45, IN THE TOP OF
 LH0146'THE SOUTHWEST CORNER OF THE SOUTH PARAPET WALL, AND 8.2 FEET
 LH0146'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED R 138 1935.
 LH0146
 LH0146                          STATION RECOVERY (1977)
 LH0146
 LH0146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0122 ***********************************************************************
 MK0122  DESIGNATION -  R 139
 MK0122  PID         -  MK0122
 MK0122  STATE/COUNTY-  NE/BURT
 MK0122  COUNTRY     -  US
 MK0122  USGS QUAD   -  LYONS (2017)
 MK0122
 MK0122                         *CURRENT SURVEY CONTROL
 MK0122  ______________________________________________________________________
 MK0122* NAD 83(1986) POSITION- 41 56 13.     (N) 096 28 43.     (W)   SCALED
 MK0122* NAVD 88 ORTHO HEIGHT -   390.231 (meters)     1280.28  (feet) ADJUSTED
 MK0122  ______________________________________________________________________
 MK0122  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 MK0122  DYNAMIC HEIGHT  -        390.092 (meters)     1279.83  (feet) COMP
 MK0122  MODELED GRAVITY -    980,253.2   (mgal)                       NAVD 88
 MK0122
 MK0122  VERT ORDER      -  SECOND    CLASS 0
 MK0122
 MK0122.The horizontal coordinates were scaled from a map and have
 MK0122.an estimated accuracy of +/- 6 seconds.
 MK0122
 MK0122.The orthometric height was determined by differential leveling and
 MK0122.adjusted by the NATIONAL GEODETIC SURVEY
 MK0122.in June 1991.
 MK0122
 MK0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0122.GEOID18 height accuracy estimate available here.
 MK0122
 MK0122.Click photographs - Photos may exist for this station.
 MK0122
 MK0122.The dynamic height is computed by dividing the NAVD 88
 MK0122.geopotential number by the normal gravity value computed on the
 MK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0122.degrees latitude (g = 980.6199 gals.).
 MK0122
 MK0122.The modeled gravity was interpolated from observed gravity values.
 MK0122
 MK0122;                    North         East    Units  Estimated Accuracy
 MK0122;SPC NE       -   239,500.      791,870.      MT  (+/- 180 meters Scaled)
 MK0122
 MK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM090458(NAD 83)
 MK0122
 MK0122                          SUPERSEDED SURVEY CONTROL
 MK0122
 MK0122  NGVD 29 (??/??/92)  390.087  (m)         1279.81   (f) ADJ UNCH    2 0
 MK0122
 MK0122.Superseded values are not recommended for survey control.
 MK0122
 MK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0122.See file dsdata.pdf to determine how the superseded data were derived.
 MK0122
 MK0122_MARKER: DB = BENCH MARK DISK
 MK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0122_STAMPING: R 139 1935
 MK0122_MARK LOGO: CGS
 MK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0122+STABILITY: SURFACE MOTION
 MK0122
 MK0122  HISTORY     - Date     Condition        Report By
 MK0122  HISTORY     - 1935     MONUMENTED       CGS
 MK0122  HISTORY     - 20160616 MARK NOT FOUND   NEGS
 MK0122
 MK0122                          STATION DESCRIPTION
 MK0122
 MK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0122'0.3 MI N FROM LYONS.
 MK0122'0.3 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 MK0122'OMAHA RAILWAY FROM THE STATION AT LYONS, BURT COUNTY, 115 FEET
 MK0122'SOUTHEAST OF THE MAIN STREET CROSSING, 110 FEET SOUTH OF THE
 MK0122'CENTERLINE OF MAIN STREET, 37.5 FEET NORTH OF THE NORTHEAST
 MK0122'CORNER OF A TOOL HOUSE, AND 27.4 FEET EAST OF THE EAST RAIL OF
 MK0122'THE MAIN TRACK.  A STANDARD DISK, STAMPED R 139 1935 AND SET IN
 MK0122'THE TOP OF A CONCRETE POST.
 MK0122
 MK0122                          STATION RECOVERY (2016)
 MK0122
 MK0122'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 MK0122'MARK NOT FOUND
 MK0122'LOTS OF CHANGES
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0640 ***********************************************************************
 LG0640  DESIGNATION -  R 14
 LG0640  PID         -  LG0640
 LG0640  STATE/COUNTY-  NE/FILLMORE
 LG0640  COUNTRY     -  US
 LG0640  USGS QUAD   -  FAIRMONT (2017)
 LG0640
 LG0640                         *CURRENT SURVEY CONTROL
 LG0640  ______________________________________________________________________
 LG0640* NAD 83(1986) POSITION- 40 38 17.     (N) 097 34 25.     (W)   SCALED
 LG0640* NAVD 88 ORTHO HEIGHT -   499.997 (meters)     1640.41  (feet) ADJUSTED
 LG0640  ______________________________________________________________________
 LG0640  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 LG0640  DYNAMIC HEIGHT  -        499.723 (meters)     1639.51  (feet) COMP
 LG0640  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 LG0640
 LG0640  VERT ORDER      -  FIRST     CLASS II
 LG0640
 LG0640.The horizontal coordinates were scaled from a map and have
 LG0640.an estimated accuracy of +/- 6 seconds.
 LG0640
 LG0640.The orthometric height was determined by differential leveling and
 LG0640.adjusted by the NATIONAL GEODETIC SURVEY
 LG0640.in June 1991.
 LG0640
 LG0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0640.GEOID18 height accuracy estimate available here.
 LG0640
 LG0640.Click photographs - Photos may exist for this station.
 LG0640
 LG0640.The dynamic height is computed by dividing the NAVD 88
 LG0640.geopotential number by the normal gravity value computed on the
 LG0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0640.degrees latitude (g = 980.6199 gals.).
 LG0640
 LG0640.The modeled gravity was interpolated from observed gravity values.
 LG0640
 LG0640;                    North         East    Units  Estimated Accuracy
 LG0640;SPC NE       -    92,230.      705,180.      MT  (+/- 180 meters Scaled)
 LG0640
 LG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK206995(NAD 83)
 LG0640
 LG0640                          SUPERSEDED SURVEY CONTROL
 LG0640
 LG0640  NGVD 29 (??/??/92)  499.823  (m)         1639.84   (f) ADJ UNCH    1 2
 LG0640
 LG0640.Superseded values are not recommended for survey control.
 LG0640
 LG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0640.See file dsdata.pdf to determine how the superseded data were derived.
 LG0640
 LG0640_MARKER: DB = BENCH MARK DISK
 LG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0640_STAMPING: 1639.767 R 14 1933
 LG0640_MARK LOGO: CGS
 LG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0640+STABILITY: SURFACE MOTION
 LG0640
 LG0640  HISTORY     - Date     Condition        Report By
 LG0640  HISTORY     - 1933     MONUMENTED       CGS
 LG0640  HISTORY     - 1934     GOOD             CGS
 LG0640  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0640  HISTORY     - 20190819 MARK NOT FOUND   NEGS
 LG0640
 LG0640                          STATION DESCRIPTION
 LG0640
 LG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0640'0.7 MI E FROM FAIRMONT.
 LG0640'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0640'FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, 9-1/2 RAILS WEST OF
 LG0640'TOWER 112.3, 150 FEET NORTH OF THE CENTERLINE OF THE ROAD, 36 FEET
 LG0640'NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET EAST OF A FENCE
 LG0640'CORNER, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 LG0640'STANDARD DISK, STAMPED 1639.767 R 14 1933 AND SET IN THE TOP OF A
 LG0640'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0640
 LG0640                          STATION RECOVERY (1991)
 LG0640
 LG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0640'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LG0640
 LG0640                          STATION RECOVERY (2019)
 LG0640
 LG0640'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LG0640'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1076 ***********************************************************************
 MK1076  DESIGNATION -  R 140
 MK1076  PID         -  MK1076
 MK1076  STATE/COUNTY-  NE/CUMING
 MK1076  COUNTRY     -  US
 MK1076  USGS QUAD   -  WEST POINT (2017)
 MK1076
 MK1076                         *CURRENT SURVEY CONTROL
 MK1076  ______________________________________________________________________
 MK1076* NAD 83(1986) POSITION- 41 52 08.     (N) 096 43 11.     (W)   SCALED
 MK1076* NAVD 88 ORTHO HEIGHT -   399.783 (meters)     1311.62  (feet) ADJUSTED
 MK1076  ______________________________________________________________________
 MK1076  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 MK1076  DYNAMIC HEIGHT  -        399.636 (meters)     1311.14  (feet) COMP
 MK1076  MODELED GRAVITY -    980,242.6   (mgal)                       NAVD 88
 MK1076
 MK1076  VERT ORDER      -  SECOND    CLASS 0
 MK1076
 MK1076.The horizontal coordinates were scaled from a map and have
 MK1076.an estimated accuracy of +/- 6 seconds.
 MK1076
 MK1076.The orthometric height was determined by differential leveling and
 MK1076.adjusted by the NATIONAL GEODETIC SURVEY
 MK1076.in June 1991.
 MK1076
 MK1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1076.GEOID18 height accuracy estimate available here.
 MK1076
 MK1076.Click photographs - Photos may exist for this station.
 MK1076
 MK1076.The dynamic height is computed by dividing the NAVD 88
 MK1076.geopotential number by the normal gravity value computed on the
 MK1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1076.degrees latitude (g = 980.6199 gals.).
 MK1076
 MK1076.The modeled gravity was interpolated from observed gravity values.
 MK1076
 MK1076;                    North         East    Units  Estimated Accuracy
 MK1076;SPC NE       -   231,160.      772,180.      MT  (+/- 180 meters Scaled)
 MK1076
 MK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM892377(NAD 83)
 MK1076
 MK1076                          SUPERSEDED SURVEY CONTROL
 MK1076
 MK1076  NGVD 29 (??/??/92)  399.641  (m)         1311.16   (f) ADJ UNCH    2 0
 MK1076
 MK1076.Superseded values are not recommended for survey control.
 MK1076
 MK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1076.See file dsdata.pdf to determine how the superseded data were derived.
 MK1076
 MK1076_MARKER: DB = BENCH MARK DISK
 MK1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1076_STAMPING: R 140 1935
 MK1076_MARK LOGO: CGS
 MK1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1076+STABILITY: SURFACE MOTION
 MK1076
 MK1076  HISTORY     - Date     Condition        Report By
 MK1076  HISTORY     - 1935     MONUMENTED       CGS
 MK1076  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1076
 MK1076                          STATION DESCRIPTION
 MK1076
 MK1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1076'2 MI NW FROM WEST POINT.
 MK1076'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1076'AND PILGER, 84.0 FEET NORTH OF MILE POST NO. 39, 80.0 FEET
 MK1076'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 8, 46.0 FEET
 MK1076'NORTHEAST OF THE NORTHEAST RAIL.
 MK1076
 MK1076                          STATION RECOVERY (1965)
 MK1076
 MK1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0293 ***********************************************************************
 MK0293  DESIGNATION -  R 141
 MK0293  PID         -  MK0293
 MK0293  STATE/COUNTY-  NE/BURT
 MK0293  COUNTRY     -  US
 MK0293  USGS QUAD   -  TEKAMAH NW (2017)
 MK0293
 MK0293                         *CURRENT SURVEY CONTROL
 MK0293  ______________________________________________________________________
 MK0293* NAD 83(1986) POSITION- 41 59 38.     (N) 096 14 00.     (W)   SCALED
 MK0293* NAVD 88 ORTHO HEIGHT -   317.807 (meters)     1042.67  (feet) ADJUSTED
 MK0293  ______________________________________________________________________
 MK0293  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 MK0293  DYNAMIC HEIGHT  -        317.694 (meters)     1042.30  (feet) COMP
 MK0293  MODELED GRAVITY -    980,257.2   (mgal)                       NAVD 88
 MK0293
 MK0293  VERT ORDER      -  SECOND    CLASS 0
 MK0293
 MK0293.The horizontal coordinates were scaled from a map and have
 MK0293.an estimated accuracy of +/- 6 seconds.
 MK0293
 MK0293.The orthometric height was determined by differential leveling and
 MK0293.adjusted by the NATIONAL GEODETIC SURVEY
 MK0293.in June 1991.
 MK0293
 MK0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0293.GEOID18 height accuracy estimate available here.
 MK0293
 MK0293.Click photographs - Photos may exist for this station.
 MK0293
 MK0293.The dynamic height is computed by dividing the NAVD 88
 MK0293.geopotential number by the normal gravity value computed on the
 MK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0293.degrees latitude (g = 980.6199 gals.).
 MK0293
 MK0293.The modeled gravity was interpolated from observed gravity values.
 MK0293
 MK0293;                    North         East    Units  Estimated Accuracy
 MK0293;SPC NE       -   246,680.      811,910.      MT  (+/- 180 meters Scaled)
 MK0293
 MK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM291528(NAD 83)
 MK0293
 MK0293                          SUPERSEDED SURVEY CONTROL
 MK0293
 MK0293  NGVD 29 (??/??/92)  317.665  (m)         1042.21   (f) ADJ UNCH    2 0
 MK0293
 MK0293.Superseded values are not recommended for survey control.
 MK0293
 MK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0293.See file dsdata.pdf to determine how the superseded data were derived.
 MK0293
 MK0293_MARKER: DB = BENCH MARK DISK
 MK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0293_STAMPING: R 141 1935
 MK0293_MARK LOGO: CGS
 MK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0293+STABILITY: SURFACE MOTION
 MK0293
 MK0293  HISTORY     - Date     Condition        Report By
 MK0293  HISTORY     - 1935     MONUMENTED       CGS
 MK0293  HISTORY     - 1947     MARK NOT FOUND   CGS
 MK0293
 MK0293                          STATION DESCRIPTION
 MK0293
 MK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0293'3.5 MI SE FROM DECATUR.
 MK0293'ON ROAD TO FERRY LANDING ALONG THE MISSOURI RIVER BETWEEN
 MK0293'DECATUR AND ONAWA, TO REACH FROM DECATUR FOLLOW U.S. HIGHWAY NO.
 MK0293'73E FOR 1.5 MILES SOUTH, THENCE LEFT ON A CROSS ROAD IN AN
 MK0293'EASTERLY DIRECTION FOR 1.3 MILES, THEN TURN LEFT ON CROSS ROAD
 MK0293'LEADING TO FERRY LANDING, 0.7 MILES ABOUT 120 FEET EAST OF THE
 MK0293'ROAD, 25 FEET SOUTHWEST OF THE NEBRASKA BANK OF THE MISSOURI
 MK0293'RIVER.
 MK0293
 MK0293                          STATION RECOVERY (1947)
 MK0293
 MK0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MK0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0090 ***********************************************************************
 LH0090  DESIGNATION -  R 15
 LH0090  PID         -  LH0090
 LH0090  STATE/COUNTY-  NE/CLAY
 LH0090  COUNTRY     -  US
 LH0090  USGS QUAD   -  HASTINGS EAST (2017)
 LH0090
 LH0090                         *CURRENT SURVEY CONTROL
 LH0090  ______________________________________________________________________
 LH0090* NAD 83(1986) POSITION- 40 35 17.     (N) 098 16 40.     (W)   SCALED
 LH0090* NAVD 88 ORTHO HEIGHT -   570.529 (meters)     1871.81  (feet) ADJUSTED
 LH0090  ______________________________________________________________________
 LH0090  GEOID HEIGHT    -        -25.431 (meters)                     GEOID18
 LH0090  DYNAMIC HEIGHT  -        570.215 (meters)     1870.78  (feet) COMP
 LH0090  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 LH0090
 LH0090  VERT ORDER      -  FIRST     CLASS II
 LH0090
 LH0090.The horizontal coordinates were scaled from a map and have
 LH0090.an estimated accuracy of +/- 6 seconds.
 LH0090
 LH0090.The orthometric height was determined by differential leveling and
 LH0090.adjusted by the NATIONAL GEODETIC SURVEY
 LH0090.in June 1991.
 LH0090
 LH0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0090.GEOID18 height accuracy estimate available here.
 LH0090
 LH0090.Click photographs - Photos may exist for this station.
 LH0090
 LH0090.The dynamic height is computed by dividing the NAVD 88
 LH0090.geopotential number by the normal gravity value computed on the
 LH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0090.degrees latitude (g = 980.6199 gals.).
 LH0090
 LH0090.The modeled gravity was interpolated from observed gravity values.
 LH0090
 LH0090;                    North         East    Units  Estimated Accuracy
 LH0090;SPC NE       -    85,250.      645,760.      MT  (+/- 180 meters Scaled)
 LH0090
 LH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK611932(NAD 83)
 LH0090
 LH0090                          SUPERSEDED SURVEY CONTROL
 LH0090
 LH0090  NGVD 29 (??/??/92)  570.308  (m)         1871.09   (f) ADJ UNCH    1 2
 LH0090
 LH0090.Superseded values are not recommended for survey control.
 LH0090
 LH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0090.See file dsdata.pdf to determine how the superseded data were derived.
 LH0090
 LH0090_MARKER: DB = BENCH MARK DISK
 LH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0090_STAMPING: R 15 1933 1871.151
 LH0090_MARK LOGO: CGS
 LH0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0090+STABILITY: SURFACE MOTION
 LH0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0090+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LH0090
 LH0090  HISTORY     - Date     Condition        Report By
 LH0090  HISTORY     - 1933     MONUMENTED       CGS
 LH0090  HISTORY     - 1934     GOOD             CGS
 LH0090  HISTORY     - 19911006 GOOD             NGS
 LH0090
 LH0090                          STATION DESCRIPTION
 LH0090
 LH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0090'1.1 MI E FROM HALLORAN.
 LH0090'IN CLAY COUNTY, 1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0090'AND QUINCY RAILROAD FROM THE STATION SIGN AT HALLORAN, ADAMS
 LH0090'COUNTY, 0.4 MILE WEST OF MILEPOST 150, 3-1/2 RAILS WEST OF TOWER
 LH0090'S 150.4, 38 FEET EAST OF THE CLAY-ADAMS COUNTY LINE, AT A
 LH0090'ROAD CROSSING, 84.2 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LH0090'38 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6 FEET SOUTH OF A
 LH0090'POLE.  A STANDARD DISK, STAMPED 1871.151 R 15 1933 AND SET IN THE
 LH0090'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LH0090
 LH0090                          STATION RECOVERY (1991)
 LH0090
 LH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0090'11.1 KM (6.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH0090'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.6 KM (0.35 MI) NORTHERLY
 LH0090'ALONG 75TH AVENUE, 24.9 M (81.7 FT) SOUTH OF THE NEAR RAIL OF THE
 LH0090'BURLINGTON NORTHERN RAILROAD, 12.3 M (40.4 FT) EAST OF THE CENTER OF
 LH0090'THE AVENUE, 2.4 M (7.9 FT) SOUTHWEST OF A UTILITY POLE WITH TWO GUY
 LH0090'CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 LH0090'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0090'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0252 ***********************************************************************
 LJ0252  DESIGNATION -  R 158
 LJ0252  PID         -  LJ0252
 LJ0252  STATE/COUNTY-  NE/CHASE
 LJ0252  COUNTRY     -  US
 LJ0252  USGS QUAD   -  ENDERS (2017)
 LJ0252
 LJ0252                         *CURRENT SURVEY CONTROL
 LJ0252  ______________________________________________________________________
 LJ0252* NAD 83(1986) POSITION- 40 27 07.     (N) 101 32 02.     (W)   SCALED
 LJ0252* NAVD 88 ORTHO HEIGHT -   957.430 (meters)     3141.17  (feet) ADJUSTED
 LJ0252  ______________________________________________________________________
 LJ0252  GEOID HEIGHT    -        -22.416 (meters)                     GEOID18
 LJ0252  DYNAMIC HEIGHT  -        956.778 (meters)     3139.03  (feet) COMP
 LJ0252  MODELED GRAVITY -    979,912.2   (mgal)                       NAVD 88
 LJ0252
 LJ0252  VERT ORDER      -  SECOND    CLASS 0
 LJ0252
 LJ0252.The horizontal coordinates were scaled from a map and have
 LJ0252.an estimated accuracy of +/- 6 seconds.
 LJ0252
 LJ0252.The orthometric height was determined by differential leveling and
 LJ0252.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0252.in June 1991.
 LJ0252
 LJ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0252.GEOID18 height accuracy estimate available here.
 LJ0252
 LJ0252.Click photographs - Photos may exist for this station.
 LJ0252
 LJ0252.The dynamic height is computed by dividing the NAVD 88
 LJ0252.geopotential number by the normal gravity value computed on the
 LJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0252.degrees latitude (g = 980.6199 gals.).
 LJ0252
 LJ0252.The modeled gravity was interpolated from observed gravity values.
 LJ0252
 LJ0252;                    North         East    Units  Estimated Accuracy
 LJ0252;SPC NE       -    69,840.      369,910.      MT  (+/- 180 meters Scaled)
 LJ0252
 LJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK851810(NAD 83)
 LJ0252
 LJ0252                          SUPERSEDED SURVEY CONTROL
 LJ0252
 LJ0252  NGVD 29 (??/??/92)  957.051  (m)         3139.92   (f) ADJ UNCH    2 0
 LJ0252
 LJ0252.Superseded values are not recommended for survey control.
 LJ0252
 LJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0252.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0252
 LJ0252_MARKER: DB = BENCH MARK DISK
 LJ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0252_STAMPING: R 158 1934
 LJ0252_MARK LOGO: CGS
 LJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0252+STABILITY: SURFACE MOTION
 LJ0252
 LJ0252  HISTORY     - Date     Condition        Report By
 LJ0252  HISTORY     - 1934     MONUMENTED       CGS
 LJ0252  HISTORY     - 1941     GOOD             CGS
 LJ0252
 LJ0252                          STATION DESCRIPTION
 LJ0252
 LJ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0252'AT ENDERS.
 LJ0252'AT ENDERS, ON CHICAGO, BURLINGTON AND QUINCY RAILROAD.  80
 LJ0252'FEET EAST OF STATION.  33 FEET SOUTH OF CENTER LINE OF TRACK,
 LJ0252'AND 36 FEET WEST OF CENTER LINE OF ROAD.
 LJ0252
 LJ0252                          STATION RECOVERY (1941)
 LJ0252
 LJ0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0106 ***********************************************************************
 LJ0106  DESIGNATION -  R 159
 LJ0106  PID         -  LJ0106
 LJ0106  STATE/COUNTY-  NE/HAYES
 LJ0106  COUNTRY     -  US
 LJ0106  USGS QUAD   -  BEVERLY (2017)
 LJ0106
 LJ0106                         *CURRENT SURVEY CONTROL
 LJ0106  ______________________________________________________________________
 LJ0106* NAD 83(1986) POSITION- 40 22 27.     (N) 100 54 30.     (W)   SCALED
 LJ0106* NAVD 88 ORTHO HEIGHT -   832.394 (meters)     2730.95  (feet) ADJUSTED
 LJ0106  ______________________________________________________________________
 LJ0106  GEOID HEIGHT    -        -23.330 (meters)                     GEOID18
 LJ0106  DYNAMIC HEIGHT  -        831.843 (meters)     2729.14  (feet) COMP
 LJ0106  MODELED GRAVITY -    979,934.8   (mgal)                       NAVD 88
 LJ0106
 LJ0106  VERT ORDER      -  SECOND    CLASS 0
 LJ0106
 LJ0106.The horizontal coordinates were scaled from a map and have
 LJ0106.an estimated accuracy of +/- 6 seconds.
 LJ0106
 LJ0106.The orthometric height was determined by differential leveling and
 LJ0106.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0106.in June 1991.
 LJ0106
 LJ0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0106.GEOID18 height accuracy estimate available here.
 LJ0106
 LJ0106.Click photographs - Photos may exist for this station.
 LJ0106
 LJ0106.The dynamic height is computed by dividing the NAVD 88
 LJ0106.geopotential number by the normal gravity value computed on the
 LJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0106.degrees latitude (g = 980.6199 gals.).
 LJ0106
 LJ0106.The modeled gravity was interpolated from observed gravity values.
 LJ0106
 LJ0106;                    North         East    Units  Estimated Accuracy
 LJ0106;SPC NE       -    60,460.      422,870.      MT  (+/- 180 meters Scaled)
 LJ0106
 LJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK379710(NAD 83)
 LJ0106
 LJ0106                          SUPERSEDED SURVEY CONTROL
 LJ0106
 LJ0106  NGVD 29 (??/??/92)  832.058  (m)         2729.84   (f) ADJ UNCH    2 0
 LJ0106
 LJ0106.Superseded values are not recommended for survey control.
 LJ0106
 LJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0106.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0106
 LJ0106_MARKER: DB = BENCH MARK DISK
 LJ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0106_STAMPING: R 159 1934
 LJ0106_MARK LOGO: CGS
 LJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0106+STABILITY: SURFACE MOTION
 LJ0106
 LJ0106  HISTORY     - Date     Condition        Report By
 LJ0106  HISTORY     - 1934     MONUMENTED       CGS
 LJ0106  HISTORY     - 1967     MARK NOT FOUND   CGS
 LJ0106
 LJ0106                          STATION DESCRIPTION
 LJ0106
 LJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0106'13.6 MI S FROM HAYES CENTER.
 LJ0106'13.6 MILES SOUTH OF I.O.O.F. BLDG. AT HAYES CENTER, 1/4 MILE
 LJ0106'NORTH OF WINDMILL AND OLD BUILDING.  24 FEET EAST OF CENTERLINE
 LJ0106'OF HIGHWAY 17.  IN PROPERTY LINE.
 LJ0106
 LJ0106                          STATION RECOVERY (1967)
 LJ0106
 LJ0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LJ0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0659 ***********************************************************************
 ML0659  DESIGNATION -  R 16
 ML0659  PID         -  ML0659
 ML0659  STATE/COUNTY-  NE/CUSTER
 ML0659  COUNTRY     -  US
 ML0659  USGS QUAD   -  ANSLEY (2017)
 ML0659
 ML0659                         *CURRENT SURVEY CONTROL
 ML0659  ______________________________________________________________________
 ML0659* NAD 83(1986) POSITION- 41 16 04.56   (N) 099 23 09.44   (W)   HD_HELD1
 ML0659* NAVD 88 ORTHO HEIGHT -   709.360 (meters)     2327.29  (feet) ADJUSTED
 ML0659  ______________________________________________________________________
 ML0659  GEOID HEIGHT    -        -23.352 (meters)                     GEOID18
 ML0659  DYNAMIC HEIGHT  -        708.982 (meters)     2326.05  (feet) COMP
 ML0659  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 ML0659
 ML0659  VERT ORDER      -  FIRST     CLASS II
 ML0659
 ML0659.The horizontal coordinates were determined by differentially corrected
 ML0659.hand held GPS observations or other comparable positioning techniques
 ML0659.and have an estimated accuracy of +/- 3 meters.
 ML0659
 ML0659.The orthometric height was determined by differential leveling and
 ML0659.adjusted by the NATIONAL GEODETIC SURVEY
 ML0659.in June 1991.
 ML0659
 ML0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0659.GEOID18 height accuracy estimate available here.
 ML0659
 ML0659.Click photographs - Photos may exist for this station.
 ML0659
 ML0659.The dynamic height is computed by dividing the NAVD 88
 ML0659.geopotential number by the normal gravity value computed on the
 ML0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0659.degrees latitude (g = 980.6199 gals.).
 ML0659
 ML0659.The modeled gravity was interpolated from observed gravity values.
 ML0659
 ML0659;                    North         East    Units  Estimated Accuracy
 ML0659;SPC NE       -   159,459.8     551,435.4     MT  (+/- 3 meters HH1 GPS) 
 ML0659
 ML0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6767268572(NAD 83)
 ML0659
 ML0659                          SUPERSEDED SURVEY CONTROL
 ML0659
 ML0659  NGVD 29 (??/??/92)  709.117  (m)         2326.49   (f) ADJ UNCH    1 2
 ML0659
 ML0659.Superseded values are not recommended for survey control.
 ML0659
 ML0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0659.See file dsdata.pdf to determine how the superseded data were derived.
 ML0659
 ML0659_MARKER: DB = BENCH MARK DISK
 ML0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0659_STAMPING: R 16 1933
 ML0659_MARK LOGO: CGS
 ML0659_PROJECTION: PROJECTING 10 CENTIMETERS
 ML0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0659+STABILITY: SURFACE MOTION
 ML0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0659+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 ML0659
 ML0659  HISTORY     - Date     Condition        Report By
 ML0659  HISTORY     - 1933     MONUMENTED       CGS
 ML0659  HISTORY     - 1968     GOOD             CGS
 ML0659  HISTORY     - 20100407 GOOD             NEGS
 ML0659  HISTORY     - 20121113 GOOD             GCT
 ML0659  HISTORY     - 20190404 GOOD             NEGS
 ML0659
 ML0659                          STATION DESCRIPTION
 ML0659
 ML0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0659'1.5 MI S FROM ANSLEY.
 ML0659'TO REACH FROM THE BLACKTOP ROAD WEST OF THE RAILROAD DEPOT IN
 ML0659'ANSLEY, GO SOUTH AND SOUTHEAST ON A BLACKTOP ROAD FOR 1.1 MILES
 ML0659'TO WHERE U.S. HIGHWAY 183 TURNS SOUTH.  TURN RIGHT AND GO SOUTH
 ML0659'ON U.S. HIGHWAY 183 FOR 0.7 MILE TO A ROAD ON THE RIGHT.  TURN
 ML0659'SHARP RIGHT AND GO NORTH ON OLD U.S. HIGHWAY 183 FOR 0.3 MILE TO
 ML0659'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.  ABOUT 125 FEET EAST
 ML0659'OF THE HOUSE OF MR. J.W. PHILLIPS, 30 FEET EAST OF THE OLD
 ML0659'HIGHWAY, 16 FEET NORTH OF A GATE, 1 FOOT EAST OF A METAL WITNESS
 ML0659'POST, AND PROJECTING 4 INCHES.
 ML0659
 ML0659                          STATION RECOVERY (2010)
 ML0659
 ML0659'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0659'DESCRIBED BY THE NEBRASKA GEODETICS SURVEY 2010
 ML0659'5/8 INCH REBAR DRIVEN ON NORTH SIDE OF MONUMENT AND
 ML0659'0.85 FOOT SOUTHWEST OF FIBERGLASS WITNESS POST.
 ML0659'OLD U.S.HIGHWAY 183 IS NOW 452 DRIVE
 ML0659
 ML0659                          STATION RECOVERY (2012)
 ML0659
 ML0659'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 ML0659'OPUS SOLUTION AVAILABLE.
 ML0659
 ML0659                          STATION RECOVERY (2019)
 ML0659
 ML0659'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0659'TO REACH FROM THE INTERSECTION OF NE HIGHWAY 2, NE HIGHWAY 92 AND U.S.
 ML0659'HIGHWAY 183 SOUTH OF ANSLEY, NE, GO SOUTH ON NE HIGHWAY 2 AND U.S.
 ML0659'HIGHWAY 183 FOR 0.50 MI (0.80 KM) TO THE SOUTH INTERCHANGE OF NE
 ML0659'HIGHWAY 2 AND U.S. HIGHWAY 183.  TURN RIGHT (SOUTHWEST) ONTO U.S. 183
 ML0659'AND GO 0.69 MI (1.11 KM) TO COUNTY ROAD - 452 ND DRIVE.  TAKE A SHARP
 ML0659'RIGHT ONTO 452 ND DRIVE AND GO NORTH FOR 0.27 MI (0.43 KM) TO THE MARK
 ML0659'ON THE RIGHT (EAST).
 ML0659'
 ML0659'THE MARK IS APPROXIMATELY 25 FT (7.6 M) EAST OF THE CENTERLINE OF 452
 ML0659'DRIVE, 1.25 FT (0.4 M) EAST OF A METAL WITNESS POST, 0.8 FT (24 CM)
 ML0659'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST, 10.0 FT (3.0 M)
 ML0659'WEST-SOUTHWEST OF FROM THE BOTTOM OF A PIVOT STOP POST (SOUTH POST),
 ML0659'APPROXIMATELY 25 FT (7.6 M) NORTH OF THE CENTERLINE OF AN EAST FIELD
 ML0659'DRIVE AND 0.10 MI (0.16 KM) SOUTH OF A PRIVATE DRIVE.  THE MARK IS
 ML0659'SUITABLE FOR GPS BUT IT WILL BE A DIFFICULT SET-UP DUE THE PROXIMITY
 ML0659'OF A STEEP DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0266 ***********************************************************************
 LJ0266  DESIGNATION -  R 160
 LJ0266  PID         -  LJ0266
 LJ0266  STATE/COUNTY-  NE/CHASE
 LJ0266  COUNTRY     -  US
 LJ0266  USGS QUAD   -  IMPERIAL NW (2017)
 LJ0266
 LJ0266                         *CURRENT SURVEY CONTROL
 LJ0266  ______________________________________________________________________
 LJ0266* NAD 83(1986) POSITION- 40 39 17.     (N) 101 37 43.     (W)   SCALED
 LJ0266* NAVD 88 ORTHO HEIGHT -  1010.705 (meters)     3315.95  (feet) ADJUSTED
 LJ0266  ______________________________________________________________________
 LJ0266  GEOID HEIGHT    -        -21.914 (meters)                     GEOID18
 LJ0266  DYNAMIC HEIGHT  -       1010.030 (meters)     3313.74  (feet) COMP
 LJ0266  MODELED GRAVITY -    979,922.2   (mgal)                       NAVD 88
 LJ0266
 LJ0266  VERT ORDER      -  SECOND    CLASS 0
 LJ0266
 LJ0266.The horizontal coordinates were scaled from a map and have
 LJ0266.an estimated accuracy of +/- 6 seconds.
 LJ0266
 LJ0266.The orthometric height was determined by differential leveling and
 LJ0266.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0266.in June 1991.
 LJ0266
 LJ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0266.GEOID18 height accuracy estimate available here.
 LJ0266
 LJ0266.Click photographs - Photos may exist for this station.
 LJ0266
 LJ0266.The dynamic height is computed by dividing the NAVD 88
 LJ0266.geopotential number by the normal gravity value computed on the
 LJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0266.degrees latitude (g = 980.6199 gals.).
 LJ0266
 LJ0266.The modeled gravity was interpolated from observed gravity values.
 LJ0266
 LJ0266;                    North         East    Units  Estimated Accuracy
 LJ0266;SPC NE       -    92,500.      362,300.      MT  (+/- 180 meters Scaled)
 LJ0266
 LJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL777037(NAD 83)
 LJ0266
 LJ0266                          SUPERSEDED SURVEY CONTROL
 LJ0266
 LJ0266  NGVD 29 (??/??/92) 1010.304  (m)         3314.64   (f) ADJ UNCH    2 0
 LJ0266
 LJ0266.Superseded values are not recommended for survey control.
 LJ0266
 LJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0266.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0266
 LJ0266_MARKER: DB = BENCH MARK DISK
 LJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0266_STAMPING: R 160 1934
 LJ0266_MARK LOGO: CGS
 LJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0266+STABILITY: SURFACE MOTION
 LJ0266
 LJ0266  HISTORY     - Date     Condition        Report By
 LJ0266  HISTORY     - 1934     MONUMENTED       CGS
 LJ0266
 LJ0266                          STATION DESCRIPTION
 LJ0266
 LJ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0266'11.1 MI N FROM IMPERIAL.
 LJ0266'11.1 MILES NORTH OF BURLINGTON STATION AT IMPERIAL, ON HIGHWAY
 LJ0266'61 AT A CROSS ROAD TO EAST.  46 FEET EAST OF CENTER LINE
 LJ0266'OF HIGHWAY, AND 44 FEET NORTH CENTER LINE OF ROAD TO EAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0267 ***********************************************************************
 LJ0267  DESIGNATION -  R 160 RESET
 LJ0267  PID         -  LJ0267
 LJ0267  STATE/COUNTY-  NE/CHASE
 LJ0267  COUNTRY     -  US
 LJ0267  USGS QUAD   -  IMPERIAL NW (2017)
 LJ0267
 LJ0267                         *CURRENT SURVEY CONTROL
 LJ0267  ______________________________________________________________________
 LJ0267* NAD 83(1995) POSITION- 40 39 17.31960(N) 101 37 43.35517(W)   ADJUSTED
 LJ0267* NAD 83(1995) ELLIP HT-   988.817 (meters)        (06/27/02)   ADJUSTED
 LJ0267* NAVD 88 ORTHO HEIGHT -  1010.68  (meters)     3315.9   (feet) RESET
 LJ0267  ______________________________________________________________________
 LJ0267  GEOID HEIGHT    -        -21.914 (meters)                     GEOID18
 LJ0267  NAD 83(1995) X  -   -976,883.329 (meters)                     COMP
 LJ0267  NAD 83(1995) Y  - -4,746,927.407 (meters)                     COMP
 LJ0267  NAD 83(1995) Z  -  4,134,061.222 (meters)                     COMP
 LJ0267  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LJ0267  HORZ ORDER      -  FIRST
 LJ0267  VERT ORDER      -  THIRD
 LJ0267  ELLP ORDER      -  FOURTH    CLASS I
 LJ0267
 LJ0267.The horizontal coordinates were established by GPS observations
 LJ0267.and adjusted by the National Geodetic Survey in August 1997.
 LJ0267
 LJ0267.The orthometric height was computed from unverified reset data.
 LJ0267
 LJ0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0267.GEOID18 height accuracy estimate available here.
 LJ0267
 LJ0267.Click photographs - Photos may exist for this station.
 LJ0267
 LJ0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0267
 LJ0267.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0267
 LJ0267.The ellipsoidal height was determined by GPS observations
 LJ0267.and is referenced to NAD 83.
 LJ0267
 LJ0267. The following values were computed from the NAD 83(1995) position.
 LJ0267
 LJ0267;                    North         East     Units Scale Factor Converg.
 LJ0267;SPC NE       -    92,504.919   362,295.893   MT  0.99976799   -1 04 45.6
 LJ0267;SPC NE       -   303,493.22  1,188,632.44   sFT  0.99976799   -1 04 45.6
 LJ0267;UTM  14      - 4,503,761.662   277,760.190   MT  1.00020798   -1 42 47.9
 LJ0267
 LJ0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0267!SPC NE       -   0.99984491  x   0.99976799  =   0.99961294
 LJ0267!UTM  14      -   0.99984491  x   1.00020798  =   1.00005286
 LJ0267
 LJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7776003761(NAD 83)
 LJ0267
 LJ0267                          SUPERSEDED SURVEY CONTROL
 LJ0267
 LJ0267  ELLIP H (08/18/97)  988.833  (m)                       GP(       ) 4 1
 LJ0267  ELLIP H (01/07/93)  988.687  (m)                       GP(       ) 4 2
 LJ0267  NAD 83(1986)-  40 39 17.31835(N)    101 37 43.35924(W) AD(       ) 1
 LJ0267  NGVD 29 (??/??/??) 1010.28   (m)         3314.6    (f) RESET       3  
 LJ0267  NGVD 29 (02/23/90) 1010.     (m)  RAPSU86  model used  GPS OBS        
 LJ0267
 LJ0267.Superseded values are not recommended for survey control.
 LJ0267
 LJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0267.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0267
 LJ0267_MARKER: DB = BENCH MARK DISK
 LJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0267_STAMPING: R 160 RESET 1950
 LJ0267_MARK LOGO: CGS
 LJ0267_PROJECTION: RECESSED 18 CENTIMETERS
 LJ0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0267+STABILITY: SURFACE MOTION
 LJ0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0267+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 LJ0267
 LJ0267  HISTORY     - Date     Condition        Report By
 LJ0267  HISTORY     - 1950     MONUMENTED       NEDR
 LJ0267  HISTORY     - 19890621 GOOD             NGS
 LJ0267  HISTORY     - 20190715 GOOD             NEGS
 LJ0267  HISTORY     - 20200213 GOOD             NEGS
 LJ0267
 LJ0267                          STATION DESCRIPTION
 LJ0267
 LJ0267'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 LJ0267'11.1 MI N FROM IMPERIAL.
 LJ0267'11.1 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0267'BURLINGTON AND QUINCY RAILROAD STATION AT IMPERIAL, AT THE
 LJ0267'INTERSECTION OF A ROAD LEADING EAST, 44 FEET NORTH OF THE
 LJ0267'CENTERLINE OF THE ROAD, AND 50 FEET EAST OF THE CENTERLINE OF
 LJ0267'THE HIGHWAY AT SURVEY STATION 542+50.
 LJ0267
 LJ0267                          STATION RECOVERY (1989)
 LJ0267
 LJ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0267'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH OF GRANT, 16 KM
 LJ0267'(9.95 MI) NORTH OF IMPERIAL, 5.0 KM (3.10 MI) SOUTH OF THE
 LJ0267'CHASE-PERKINS COUNTY LINE.
 LJ0267'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 LJ0267'ROUTE 61, ABOUT 4.8 KM (3.00 MI) EAST OF GRANT, GO SOUTH ALONG STATE
 LJ0267'ROUTE 61 FOR 21.9 KM (13.60 MI) TO A DIRT ROAD AND THE STATION ON THE
 LJ0267'LEFT.
 LJ0267'THE STATION MARK IS SET 29.5 M (96.8 FT) WEST-SOUTHWEST OF THE
 LJ0267'NORTHWEST CORNER OF A CATTLE GUARD, 23.2 M (76.1 FT) SOUTH-SOUTHEAST
 LJ0267'OF A FENCE CORNER POST, 22.4 M (73.5 FT) WEST OF A FENCELINE, 21.8 M
 LJ0267'(71.5 FT) SOUTH-SOUTHWEST OF A GUYED UTILITY POLE, 14.4 M (47.2 FT)
 LJ0267'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND
 LJ0267'0.31 M (1.0 FT) WEST OF A WITNESS POST.
 LJ0267'DESCRIBED BY G.F.SMITH, EDITED BY R.D.BALL AND E.A.RICE.
 LJ0267
 LJ0267                          STATION RECOVERY (2019)
 LJ0267
 LJ0267'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LJ0267'THE MARK IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTH-SOUTHEAST OF GRANT,
 LJ0267'11.8 MI (19.0 KM) EAST-NORTHEAST OF CHASE AND 9.5 MI (15.3 KM) NORTH
 LJ0267'OF IMPERIAL IN THE NORTHEAST CORNER OF THE INTERSECTION OF NE. HIGHWAY
 LJ0267'61 AND A PRIVATE FARM DRIVE, 2.09 MI (3.36 KM) SOUTH OF COUNTY ROAD
 LJ0267'749.
 LJ0267'
 LJ0267'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND NEBRASKA HIGHWAY
 LJ0267'61 IN IMPERIAL, NE. GO NORTH ON NE. HIGHWAY 61 APPROXIMATELY 10.19 MI
 LJ0267'(16.40 KM) TO MILE POST 50.4 AND THE MARK ON THE RIGHT (EAST).
 LJ0267'
 LJ0267'IT IS 108 FT (32.9 M) SOUTH OF THE END OF A FLUME PIPE, 0.8 FT (24 CM)
 LJ0267'SOUTH OF A FIBERGLASS WITNESS POST, 72.3 FT (22.0 M) SOUTHWEST FROM A
 LJ0267'POWER POLE, 57.2 WEST OF A RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) NORTH
 LJ0267'OF A FIBERGLASS WITNESS POST, 3.0 FT (0.9 M) WEST OF A STEEL WITNESS
 LJ0267'POST AND 50.0 FT (15.2 M) EAST OF THE CENTERLINE OF NE. HIGHWAY 61.
 LJ0267
 LJ0267                          STATION RECOVERY (2020)
 LJ0267
 LJ0267'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 LJ0267'TO REACH FROM THE NORTHWEST JUNCTION OF U.S. HIGHWAY 6 AND NE. HIGHWAY
 LJ0267'61 AT IMPERIAL, GO NORTH ON N-61 APPROXIMATELY 10.2 MI (16.4 KM) TO A
 LJ0267'DRIVE TO THE NORTHEAST AND THE MARK IN THE EAST RIGHT-OF-WAY.
 LJ0267'
 LJ0267'IT IS 0.8 FT (24 CM) SOUTH OF A FIBERGLASS WITNESS POST, 1.0 FT (0.3
 LJ0267'M) NORTH OF A FIBERGLASS WITNESS POST, 3.0 FT (0.9 M) WEST OF A STEEL
 LJ0267'WITNESS POST, 57.2 FT (17.4 M) WEST OF A RIGHT-OF-WAY MARKER, 72.3 FT
 LJ0267'(22.0 M) SOUTHWEST OF A POWER POLE, 108 FT (32.9 M) SOUTH OF THE END
 LJ0267'OF A FLUME PIPE AND NEAR MILE POST 50+40 FOR HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0285 ***********************************************************************
 LJ0285  DESIGNATION -  R 161
 LJ0285  PID         -  LJ0285
 LJ0285  STATE/COUNTY-  NE/PERKINS
 LJ0285  COUNTRY     -  US
 LJ0285  USGS QUAD   -  MADRID (2017)
 LJ0285
 LJ0285                         *CURRENT SURVEY CONTROL
 LJ0285  ______________________________________________________________________
 LJ0285* NAD 83(1986) POSITION- 40 51 04.     (N) 101 30 25.     (W)   SCALED
 LJ0285* NAVD 88 ORTHO HEIGHT -  1005.968 (meters)     3300.41  (feet) ADJUSTED
 LJ0285  ______________________________________________________________________
 LJ0285  GEOID HEIGHT    -        -21.769 (meters)                     GEOID18
 LJ0285  DYNAMIC HEIGHT  -       1005.309 (meters)     3298.25  (feet) COMP
 LJ0285  MODELED GRAVITY -    979,935.2   (mgal)                       NAVD 88
 LJ0285
 LJ0285  VERT ORDER      -  SECOND    CLASS 0
 LJ0285
 LJ0285.The horizontal coordinates were scaled from a map and have
 LJ0285.an estimated accuracy of +/- 6 seconds.
 LJ0285
 LJ0285.The orthometric height was determined by differential leveling and
 LJ0285.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0285.in June 1991.
 LJ0285
 LJ0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0285.GEOID18 height accuracy estimate available here.
 LJ0285
 LJ0285.Click photographs - Photos may exist for this station.
 LJ0285
 LJ0285.The dynamic height is computed by dividing the NAVD 88
 LJ0285.geopotential number by the normal gravity value computed on the
 LJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0285.degrees latitude (g = 980.6199 gals.).
 LJ0285
 LJ0285.The modeled gravity was interpolated from observed gravity values.
 LJ0285
 LJ0285;                    North         East    Units  Estimated Accuracy
 LJ0285;SPC NE       -   114,110.      372,970.      MT  (+/- 180 meters Scaled)
 LJ0285
 LJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL886252(NAD 83)
 LJ0285
 LJ0285                          SUPERSEDED SURVEY CONTROL
 LJ0285
 LJ0285  NGVD 29 (??/??/92) 1005.561  (m)         3299.08   (f) ADJ UNCH    2 0
 LJ0285
 LJ0285.Superseded values are not recommended for survey control.
 LJ0285
 LJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0285.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0285
 LJ0285_MARKER: DB = BENCH MARK DISK
 LJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0285_STAMPING: R 161 1934
 LJ0285_MARK LOGO: CGS
 LJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0285+STABILITY: SURFACE MOTION
 LJ0285
 LJ0285  HISTORY     - Date     Condition        Report By
 LJ0285  HISTORY     - 1934     MONUMENTED       CGS
 LJ0285  HISTORY     - 1941     GOOD             CGS
 LJ0285
 LJ0285                          STATION DESCRIPTION
 LJ0285
 LJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0285'1.9 MI E FROM MADRID.
 LJ0285'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0285'FROM THE STATION AT MADRID, PERKINS COUNTY, 14-1/2 POLES WEST
 LJ0285'OF MILEPOST 132, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LJ0285'AND 45 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A
 LJ0285'STANDARD DISK, STAMPED R 161 1934 AND SET IN THE TOP OF A
 LJ0285'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0176 ***********************************************************************
 LJ0176  DESIGNATION -  R 162
 LJ0176  PID         -  LJ0176
 LJ0176  STATE/COUNTY-  NE/HAYES
 LJ0176  COUNTRY     -  US
 LJ0176  USGS QUAD   -  HAYES CENTER SW (2017)
 LJ0176
 LJ0176                         *CURRENT SURVEY CONTROL
 LJ0176  ______________________________________________________________________
 LJ0176* NAD 83(1986) POSITION- 40 33 46.     (N) 101 11 35.     (W)   SCALED
 LJ0176* NAVD 88 ORTHO HEIGHT -   952.191 (meters)     3123.98  (feet) ADJUSTED
 LJ0176  ______________________________________________________________________
 LJ0176  GEOID HEIGHT    -        -22.593 (meters)                     GEOID18
 LJ0176  DYNAMIC HEIGHT  -        951.555 (meters)     3121.89  (feet) COMP
 LJ0176  MODELED GRAVITY -    979,924.6   (mgal)                       NAVD 88
 LJ0176
 LJ0176  VERT ORDER      -  SECOND    CLASS 0
 LJ0176
 LJ0176.The horizontal coordinates were scaled from a map and have
 LJ0176.an estimated accuracy of +/- 6 seconds.
 LJ0176
 LJ0176.The orthometric height was determined by differential leveling and
 LJ0176.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0176.in June 1991.
 LJ0176
 LJ0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0176.GEOID18 height accuracy estimate available here.
 LJ0176
 LJ0176.Click photographs - Photos may exist for this station.
 LJ0176
 LJ0176.The dynamic height is computed by dividing the NAVD 88
 LJ0176.geopotential number by the normal gravity value computed on the
 LJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0176.degrees latitude (g = 980.6199 gals.).
 LJ0176
 LJ0176.The modeled gravity was interpolated from observed gravity values.
 LJ0176
 LJ0176;                    North         East    Units  Estimated Accuracy
 LJ0176;SPC NE       -    81,690.      398,990.      MT  (+/- 180 meters Scaled)
 LJ0176
 LJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK143925(NAD 83)
 LJ0176
 LJ0176                          SUPERSEDED SURVEY CONTROL
 LJ0176
 LJ0176  NGVD 29 (??/??/92)  951.803  (m)         3122.71   (f) ADJ UNCH    2 0
 LJ0176
 LJ0176.Superseded values are not recommended for survey control.
 LJ0176
 LJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0176.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0176
 LJ0176_MARKER: DB = BENCH MARK DISK
 LJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0176_STAMPING: R 162 1934
 LJ0176_MARK LOGO: CGS
 LJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0176+STABILITY: SURFACE MOTION
 LJ0176
 LJ0176  HISTORY     - Date     Condition        Report By
 LJ0176  HISTORY     - 1934     MONUMENTED       CGS
 LJ0176  HISTORY     - 1938     GOOD             CGS
 LJ0176  HISTORY     - 1942     MARK NOT FOUND   CGS
 LJ0176  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0176
 LJ0176                          STATION DESCRIPTION
 LJ0176
 LJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0176'12.2 MI NW FROM HAYES CENTER.
 LJ0176'ALONG STATE HWY. 17, 12.2 MILES NORTHWEST OF THE I.O.O.F. BUILDING
 LJ0176'AT HAYES CENTER, 18 FEET EAST OF THE CENTERLINE OF HWY. 17, ONE
 LJ0176'FOOT WEST OF RIGHT-OF-WAY FENCE LINE, UNDER TELEPHONE LINE.  A
 LJ0176'STANDARD DISK SET IN TOP OF A CONCRETE POST.
 LJ0176
 LJ0176                          STATION RECOVERY (1942)
 LJ0176
 LJ0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 LJ0176'MARK NOT FOUND.
 LJ0176
 LJ0176                          STATION RECOVERY (1974)
 LJ0176
 LJ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0296 ***********************************************************************
 LH0296  DESIGNATION -  R 163
 LH0296  PID         -  LH0296
 LH0296  STATE/COUNTY-  NE/NUCKOLLS
 LH0296  COUNTRY     -  US
 LH0296  USGS QUAD   -  SUPERIOR (2017)
 LH0296
 LH0296                         *CURRENT SURVEY CONTROL
 LH0296  ______________________________________________________________________
 LH0296* NAD 83(1986) POSITION- 40 02 44.     (N) 098 02 24.     (W)   SCALED
 LH0296* NAVD 88 ORTHO HEIGHT -   501.629 (meters)     1645.76  (feet) ADJUSTED
 LH0296  ______________________________________________________________________
 LH0296  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 LH0296  DYNAMIC HEIGHT  -        501.337 (meters)     1644.80  (feet) COMP
 LH0296  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 LH0296
 LH0296  VERT ORDER      -  SECOND    CLASS 0
 LH0296
 LH0296.The horizontal coordinates were scaled from a map and have
 LH0296.an estimated accuracy of +/- 6 seconds.
 LH0296
 LH0296.The orthometric height was determined by differential leveling and
 LH0296.adjusted by the NATIONAL GEODETIC SURVEY
 LH0296.in June 1991.
 LH0296
 LH0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0296.GEOID18 height accuracy estimate available here.
 LH0296
 LH0296.Click photographs - Photos may exist for this station.
 LH0296
 LH0296.The dynamic height is computed by dividing the NAVD 88
 LH0296.geopotential number by the normal gravity value computed on the
 LH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0296.degrees latitude (g = 980.6199 gals.).
 LH0296
 LH0296.The modeled gravity was interpolated from observed gravity values.
 LH0296
 LH0296;                    North         East    Units  Estimated Accuracy
 LH0296;SPC NE       -    25,460.      667,240.      MT  (+/- 180 meters Scaled)
 LH0296
 LH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK818332(NAD 83)
 LH0296
 LH0296                          SUPERSEDED SURVEY CONTROL
 LH0296
 LH0296  NGVD 29 (??/??/92)  501.456  (m)         1645.19   (f) ADJ UNCH    2 0
 LH0296
 LH0296.Superseded values are not recommended for survey control.
 LH0296
 LH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0296.See file dsdata.pdf to determine how the superseded data were derived.
 LH0296
 LH0296_MARKER: DB = BENCH MARK DISK
 LH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0296_STAMPING: R 163 1934
 LH0296_MARK LOGO: CGS
 LH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0296+STABILITY: SURFACE MOTION
 LH0296
 LH0296  HISTORY     - Date     Condition        Report By
 LH0296  HISTORY     - 1934     MONUMENTED       CGS
 LH0296
 LH0296                          STATION DESCRIPTION
 LH0296
 LH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0296'2.3 MI NE FROM SUPERIOR.
 LH0296'2.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LH0296'FROM THE CHICAGO, BURLINGTON AND QUINCY AND THE CHICAGO AND
 LH0296'NORTH WESTERN RAILWAY SIGNAL TOWER AT SUPERIOR, NUCKOLLS COUNTY,
 LH0296'AT A ROAD CROSSING, ONE RAIL SOUTH OF THE CENTER LINE OF THE
 LH0296'ROAD, AND 42 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 LH0296'STANDARD DISK, STAMPED R 163 1934 AND SET IN THE TOP OF A
 LH0296'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0684 ***********************************************************************
 LH0684  DESIGNATION -  R 164
 LH0684  PID         -  LH0684
 LH0684  STATE/COUNTY-  NE/PHELPS
 LH0684  COUNTRY     -  US
 LH0684  USGS QUAD   -  AXTELL WEST (2017)
 LH0684
 LH0684                         *CURRENT SURVEY CONTROL
 LH0684  ______________________________________________________________________
 LH0684* NAD 83(1986) POSITION- 40 27 40.     (N) 099 14 46.     (W)   SCALED
 LH0684* NAVD 88 ORTHO HEIGHT -   685.472 (meters)     2248.92  (feet) ADJUSTED
 LH0684  ______________________________________________________________________
 LH0684  GEOID HEIGHT    -        -24.978 (meters)                     GEOID18
 LH0684  DYNAMIC HEIGHT  -        685.050 (meters)     2247.53  (feet) COMP
 LH0684  MODELED GRAVITY -    979,988.0   (mgal)                       NAVD 88
 LH0684
 LH0684  VERT ORDER      -  SECOND    CLASS 0
 LH0684
 LH0684.The horizontal coordinates were scaled from a map and have
 LH0684.an estimated accuracy of +/- 6 seconds.
 LH0684
 LH0684.The orthometric height was determined by differential leveling and
 LH0684.adjusted by the NATIONAL GEODETIC SURVEY
 LH0684.in June 1991.
 LH0684
 LH0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0684.GEOID18 height accuracy estimate available here.
 LH0684
 LH0684.Click photographs - Photos may exist for this station.
 LH0684
 LH0684.The dynamic height is computed by dividing the NAVD 88
 LH0684.geopotential number by the normal gravity value computed on the
 LH0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0684.degrees latitude (g = 980.6199 gals.).
 LH0684
 LH0684.The modeled gravity was interpolated from observed gravity values.
 LH0684
 LH0684;                    North         East    Units  Estimated Accuracy
 LH0684;SPC NE       -    69,980.      563,930.      MT  (+/- 180 meters Scaled)
 LH0684
 LH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK791789(NAD 83)
 LH0684
 LH0684                          SUPERSEDED SURVEY CONTROL
 LH0684
 LH0684  NGVD 29 (??/??/92)  685.195  (m)         2248.01   (f) ADJ UNCH    2 0
 LH0684
 LH0684.Superseded values are not recommended for survey control.
 LH0684
 LH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0684.See file dsdata.pdf to determine how the superseded data were derived.
 LH0684
 LH0684_MARKER: DB = BENCH MARK DISK
 LH0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0684_STAMPING: R 164 1934
 LH0684_MARK LOGO: CGS
 LH0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0684+STABILITY: SURFACE MOTION
 LH0684
 LH0684  HISTORY     - Date     Condition        Report By
 LH0684  HISTORY     - 1934     MONUMENTED       CGS
 LH0684  HISTORY     - 1941     GOOD             CGS
 LH0684  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0684
 LH0684                          STATION DESCRIPTION
 LH0684
 LH0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0684'6.6 MI W FROM AXTELL.
 LH0684'IN PHELPS COUNTY, 6.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0684'AND QUINCY RAILROAD FROM THE STATION AT AXTELL, KEARNY COUNTY,
 LH0684'ABOUT 1/2 MILE EAST OF THE STATION AT FUNK, PHELPS COUNTY, 108
 LH0684'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 39 FEET SOUTH OF
 LH0684'THE CENTERLINE OF U.S. HIGHWAY 6.  A STANDARD DISK, STAMPED
 LH0684'R 164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0684
 LH0684                          STATION RECOVERY (1968)
 LH0684
 LH0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0024 ***********************************************************************
 LJ0024  DESIGNATION -  R 165
 LJ0024  PID         -  LJ0024
 LJ0024  STATE/COUNTY-  NE/DAWSON
 LJ0024  COUNTRY     -  US
 LJ0024  USGS QUAD   -  FARNAM (2017)
 LJ0024
 LJ0024                         *CURRENT SURVEY CONTROL
 LJ0024  ______________________________________________________________________
 LJ0024* NAD 83(1986) POSITION- 40 42 10.     (N) 100 12 13.     (W)   SCALED
 LJ0024* NAVD 88 ORTHO HEIGHT -   830.393 (meters)     2724.38  (feet) ADJUSTED
 LJ0024  ______________________________________________________________________
 LJ0024  GEOID HEIGHT    -        -23.498 (meters)                     GEOID18
 LJ0024  DYNAMIC HEIGHT  -        829.873 (meters)     2722.68  (feet) COMP
 LJ0024  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 LJ0024
 LJ0024  VERT ORDER      -  SECOND    CLASS 0
 LJ0024
 LJ0024.The horizontal coordinates were scaled from a map and have
 LJ0024.an estimated accuracy of +/- 6 seconds.
 LJ0024
 LJ0024.The orthometric height was determined by differential leveling and
 LJ0024.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0024.in June 1991.
 LJ0024
 LJ0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0024.GEOID18 height accuracy estimate available here.
 LJ0024
 LJ0024.Click photographs - Photos may exist for this station.
 LJ0024
 LJ0024.The dynamic height is computed by dividing the NAVD 88
 LJ0024.geopotential number by the normal gravity value computed on the
 LJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0024.degrees latitude (g = 980.6199 gals.).
 LJ0024
 LJ0024.The modeled gravity was interpolated from observed gravity values.
 LJ0024
 LJ0024;                    North         East    Units  Estimated Accuracy
 LJ0024;SPC NE       -    96,550.      482,800.      MT  (+/- 180 meters Scaled)
 LJ0024
 LJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL983064(NAD 83)
 LJ0024
 LJ0024                          SUPERSEDED SURVEY CONTROL
 LJ0024
 LJ0024  NGVD 29 (??/??/92)  830.059  (m)         2723.29   (f) ADJ UNCH    2 0
 LJ0024
 LJ0024.Superseded values are not recommended for survey control.
 LJ0024
 LJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0024.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0024
 LJ0024_MARKER: DB = BENCH MARK DISK
 LJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0024_STAMPING: R 165 1934
 LJ0024_MARK LOGO: CGS
 LJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0024+STABILITY: SURFACE MOTION
 LJ0024
 LJ0024  HISTORY     - Date     Condition        Report By
 LJ0024  HISTORY     - 1934     MONUMENTED       CGS
 LJ0024  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0024
 LJ0024                          STATION DESCRIPTION
 LJ0024
 LJ0024'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0024'0.5 MI E FROM FARNAM.
 LJ0024'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0024'FROM THE STATION AT FARNAM, DAWSON COUNTY, 150 FEET WEST OF
 LJ0024'BRIDGE 49.54, AT A ROAD CROSSING, 51 FEET SOUTH OF THE CENTERLINE
 LJ0024'OF THE TRACK, AND 42 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LJ0024'A STANDARD DISK, STAMPED R 165 1934 AND SET IN THE TOP OF A
 LJ0024'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0745 ***********************************************************************
 LH0745  DESIGNATION -  R 166
 LH0745  PID         -  LH0745
 LH0745  STATE/COUNTY-  NE/FURNAS
 LH0745  COUNTRY     -  US
 LH0745  USGS QUAD   -  HOLLINGER (2017)
 LH0745
 LH0745                         *CURRENT SURVEY CONTROL
 LH0745  ______________________________________________________________________
 LH0745* NAD 83(1986) POSITION- 40 14 55.     (N) 099 37 39.     (W)   SCALED
 LH0745* NAVD 88 ORTHO HEIGHT -   632.758 (meters)     2075.97  (feet) ADJUSTED
 LH0745  ______________________________________________________________________
 LH0745  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 LH0745  DYNAMIC HEIGHT  -        632.373 (meters)     2074.71  (feet) COMP
 LH0745  MODELED GRAVITY -    979,996.4   (mgal)                       NAVD 88
 LH0745
 LH0745  VERT ORDER      -  SECOND    CLASS 0
 LH0745
 LH0745.The horizontal coordinates were scaled from a map and have
 LH0745.an estimated accuracy of +/- 6 seconds.
 LH0745
 LH0745.The orthometric height was determined by differential leveling and
 LH0745.adjusted by the NATIONAL GEODETIC SURVEY
 LH0745.in June 1991.
 LH0745
 LH0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0745.GEOID18 height accuracy estimate available here.
 LH0745
 LH0745.Click photographs - Photos may exist for this station.
 LH0745
 LH0745.The dynamic height is computed by dividing the NAVD 88
 LH0745.geopotential number by the normal gravity value computed on the
 LH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0745.degrees latitude (g = 980.6199 gals.).
 LH0745
 LH0745.The modeled gravity was interpolated from observed gravity values.
 LH0745
 LH0745;                    North         East    Units  Estimated Accuracy
 LH0745;SPC NE       -    46,180.      531,690.      MT  (+/- 180 meters Scaled)
 LH0745
 LH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK466555(NAD 83)
 LH0745
 LH0745                          SUPERSEDED SURVEY CONTROL
 LH0745
 LH0745  NGVD 29 (??/??/92)  632.500  (m)         2075.13   (f) ADJ UNCH    2 0
 LH0745
 LH0745.Superseded values are not recommended for survey control.
 LH0745
 LH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0745.See file dsdata.pdf to determine how the superseded data were derived.
 LH0745
 LH0745_MARKER: DB = BENCH MARK DISK
 LH0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0745_SP_SET: PIER
 LH0745_STAMPING: R 166 1934
 LH0745_MARK LOGO: CGS
 LH0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0745
 LH0745  HISTORY     - Date     Condition        Report By
 LH0745  HISTORY     - 1934     MONUMENTED       CGS
 LH0745  HISTORY     - 1945     GOOD             USGS
 LH0745
 LH0745                          STATION DESCRIPTION
 LH0745
 LH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0745'AT OXFORD.
 LH0745'AT OXFORD, FURNAS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0745'RAILROAD, AT BRIDGE NO. 233.56 (STATE HIGHWAY 3 UNDERPASS),
 LH0745'IN THE TOP OF THE NORTH END OF THE WEST-MOST CONCRETE PIER,
 LH0745'AND 6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 LH0745'R 166 1934.
 LH0745
 LH0745                          STATION RECOVERY (1945)
 LH0745
 LH0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LH0745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0553 ***********************************************************************
 LG0553  DESIGNATION -  R 167 RESET
 LG0553  PID         -  LG0553
 LG0553  STATE/COUNTY-  NE/JEFFERSON
 LG0553  COUNTRY     -  US
 LG0553  USGS QUAD   -  FAIRBURY (2017)
 LG0553
 LG0553                         *CURRENT SURVEY CONTROL
 LG0553  ______________________________________________________________________
 LG0553* NAD 83(1986) POSITION- 40 07 58.     (N) 097 10 26.     (W)   SCALED
 LG0553* NAVD 88 ORTHO HEIGHT -   401.71  (meters)     1317.9   (feet) RESET
 LG0553  ______________________________________________________________________
 LG0553  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 LG0553  VERT ORDER      -  THIRD
 LG0553
 LG0553.The horizontal coordinates were scaled from a map and have
 LG0553.an estimated accuracy of +/- 6 seconds.
 LG0553
 LG0553.The orthometric height was computed from unverified reset data.
 LG0553
 LG0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0553.GEOID18 height accuracy estimate available here.
 LG0553
 LG0553.Click photographs - Photos may exist for this station.
 LG0553
 LG0553;                    North         East    Units  Estimated Accuracy
 LG0553;SPC NE       -    37,190.      740,810.      MT  (+/- 180 meters Scaled)
 LG0553
 LG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK555440(NAD 83)
 LG0553
 LG0553                          SUPERSEDED SURVEY CONTROL
 LG0553
 LG0553  NGVD 29 (??/??/??)  401.42   (m)         1317.0    (f) RESET       3  
 LG0553
 LG0553.Superseded values are not recommended for survey control.
 LG0553
 LG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0553.See file dsdata.pdf to determine how the superseded data were derived.
 LG0553
 LG0553_MARKER: DB = BENCH MARK DISK
 LG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0553_STAMPING: R 167 RESET 1941
 LG0553_MARK LOGO: CGS
 LG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0553+STABILITY: SURFACE MOTION
 LG0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0553+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2016
 LG0553
 LG0553  HISTORY     - Date     Condition        Report By
 LG0553  HISTORY     - 1941     MONUMENTED       RIRR
 LG0553  HISTORY     - 1945     GOOD             CGS
 LG0553  HISTORY     - 20120713 MARK NOT FOUND   GEOCAC
 LG0553  HISTORY     - 20160713 GOOD             INDIV
 LG0553
 LG0553                          STATION DESCRIPTION
 LG0553
 LG0553'DESCRIBED BY ROCK ISLAND RAILROAD 1941
 LG0553'AT FAIRBURY.
 LG0553'AT FAIRBURY, JEFFERSON COUNTY, 39 FEET WEST AND 112 FEET NORTH
 LG0553'OF THE NORTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0553'RAILROAD STATION, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 LG0553'OF SECOND AND I STREETS, AND AT THE NORTHWEST CORNER OF A SMALL
 LG0553'PARK.  A STANDARD DISK, STAMPED R 167 RESET 1941 AND SET IN THE
 LG0553'TOP OF A CONCRETE POST.
 LG0553
 LG0553                          STATION RECOVERY (1945)
 LG0553
 LG0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LG0553'RECOVERED IN GOOD CONDITION.
 LG0553
 LG0553                          STATION RECOVERY (2012)
 LG0553
 LG0553'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0553'THE DESCRIBED BENCHMARK DISK WAS NOT FOUND.  A DISK STAMPED 'BM R-167
 LG0553'RESET 1993' WAS LOCATED IN THE NORTHWEST CORNER OF THE PARK.
 LG0553
 LG0553                          STATION RECOVERY (2016)
 LG0553
 LG0553'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 LG0553'FOUND GOOD CONDITION,FLUSH, THE NAVD 88 ORTHO HEIGHT PUBLISHED IS A
 LG0553'MISPRINT IT SHOULD BE 1317.455 FEET LEVELED ELEVATION BY NDOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0335 ***********************************************************************
 LH0335  DESIGNATION -  R 168
 LH0335  PID         -  LH0335
 LH0335  STATE/COUNTY-  NE/ADAMS
 LH0335  COUNTRY     -  US
 LH0335  USGS QUAD   -  HOLSTEIN (2017)
 LH0335
 LH0335                         *CURRENT SURVEY CONTROL
 LH0335  ______________________________________________________________________
 LH0335* NAD 83(1986) POSITION- 40 27 49.     (N) 098 39 06.     (W)   SCALED
 LH0335* NAVD 88 ORTHO HEIGHT -   612.580 (meters)     2009.77  (feet) ADJUSTED
 LH0335  ______________________________________________________________________
 LH0335  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 LH0335  DYNAMIC HEIGHT  -        612.224 (meters)     2008.60  (feet) COMP
 LH0335  MODELED GRAVITY -    980,024.2   (mgal)                       NAVD 88
 LH0335
 LH0335  VERT ORDER      -  SECOND    CLASS 0
 LH0335
 LH0335.The horizontal coordinates were scaled from a map and have
 LH0335.an estimated accuracy of +/- 6 seconds.
 LH0335
 LH0335.The orthometric height was determined by differential leveling and
 LH0335.adjusted by the NATIONAL GEODETIC SURVEY
 LH0335.in June 1991.
 LH0335
 LH0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0335.GEOID18 height accuracy estimate available here.
 LH0335
 LH0335.Click photographs - Photos may exist for this station.
 LH0335
 LH0335.The dynamic height is computed by dividing the NAVD 88
 LH0335.geopotential number by the normal gravity value computed on the
 LH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0335.degrees latitude (g = 980.6199 gals.).
 LH0335
 LH0335.The modeled gravity was interpolated from observed gravity values.
 LH0335
 LH0335;                    North         East    Units  Estimated Accuracy
 LH0335;SPC NE       -    70,870.      614,330.      MT  (+/- 180 meters Scaled)
 LH0335
 LH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK295792(NAD 83)
 LH0335
 LH0335                          SUPERSEDED SURVEY CONTROL
 LH0335
 LH0335  NGVD 29 (??/??/92)  612.337  (m)         2008.98   (f) ADJ UNCH    2 0
 LH0335
 LH0335.Superseded values are not recommended for survey control.
 LH0335
 LH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0335.See file dsdata.pdf to determine how the superseded data were derived.
 LH0335
 LH0335_MARKER: DB = BENCH MARK DISK
 LH0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0335_SP_SET: TOWER FOOTING
 LH0335_STAMPING: R 168 1934
 LH0335_MARK LOGO: CGS
 LH0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0335
 LH0335  HISTORY     - Date     Condition        Report By
 LH0335  HISTORY     - 1934     MONUMENTED       CGS
 LH0335  HISTORY     - 1967     MARK NOT FOUND   USGS
 LH0335  HISTORY     - 20190702 MARK NOT FOUND   NEGS
 LH0335
 LH0335                          STATION DESCRIPTION
 LH0335
 LH0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0335'AT HOLSTEIN.
 LH0335'AT HOLSTEIN, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0335'RAILROAD, 100 YARDS EAST OF THE EAST END OF THE STATION, AT THE
 LH0335'WATER TOWER, IN THE CONCRETE FOOTING OF THE WEST ONE OF THE
 LH0335'TWO SOUTH SUPPORTS, AND 10 FEET NORTH OF THE CENTERLINE OF THE
 LH0335'MAIN TRACK.  A STANDARD DISK, STAMPED R 168 1934.
 LH0335
 LH0335                          STATION RECOVERY (1967)
 LH0335
 LH0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LH0335'MARK NOT FOUND.
 LH0335
 LH0335                          STATION RECOVERY (2019)
 LH0335
 LH0335'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 LH0335'WATER TANK HAS BEEN REMOVED, GRAIN ELEVATORS HAVE BEEN BUILT IN THIS
 LH0335'LOCATION.  THE MARK IS BELIEVED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0571 ***********************************************************************
 ML0571  DESIGNATION -  R 17
 ML0571  PID         -  ML0571
 ML0571  STATE/COUNTY-  NE/LOUP
 ML0571  COUNTRY     -  US
 ML0571  USGS QUAD   -  TAYLOR SE (2017)
 ML0571
 ML0571                         *CURRENT SURVEY CONTROL
 ML0571  ______________________________________________________________________
 ML0571* NAD 83(1986) POSITION- 41 50 31.     (N) 099 22 06.     (W)   SCALED
 ML0571* NAVD 88 ORTHO HEIGHT -   739.525 (meters)     2426.26  (feet) ADJUSTED
 ML0571  ______________________________________________________________________
 ML0571  GEOID HEIGHT    -        -23.075 (meters)                     GEOID18
 ML0571  DYNAMIC HEIGHT  -        739.176 (meters)     2425.11  (feet) COMP
 ML0571  MODELED GRAVITY -    980,126.6   (mgal)                       NAVD 88
 ML0571
 ML0571  VERT ORDER      -  FIRST     CLASS II
 ML0571
 ML0571.The horizontal coordinates were scaled from a map and have
 ML0571.an estimated accuracy of +/- 6 seconds.
 ML0571
 ML0571.The orthometric height was determined by differential leveling and
 ML0571.adjusted by the NATIONAL GEODETIC SURVEY
 ML0571.in June 1991.
 ML0571
 ML0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0571.GEOID18 height accuracy estimate available here.
 ML0571
 ML0571.Click photographs - Photos may exist for this station.
 ML0571
 ML0571.The dynamic height is computed by dividing the NAVD 88
 ML0571.geopotential number by the normal gravity value computed on the
 ML0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0571.degrees latitude (g = 980.6199 gals.).
 ML0571
 ML0571.The modeled gravity was interpolated from observed gravity values.
 ML0571
 ML0571;                    North         East    Units  Estimated Accuracy
 ML0571;SPC NE       -   223,200.      552,450.      MT  (+/- 180 meters Scaled)
 ML0571
 ML0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM694322(NAD 83)
 ML0571
 ML0571                          SUPERSEDED SURVEY CONTROL
 ML0571
 ML0571  NGVD 29 (??/??/92)  739.272  (m)         2425.43   (f) ADJ UNCH    1 2
 ML0571
 ML0571.Superseded values are not recommended for survey control.
 ML0571
 ML0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0571.See file dsdata.pdf to determine how the superseded data were derived.
 ML0571
 ML0571_MARKER: DB = BENCH MARK DISK
 ML0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0571_STAMPING: R 17 1933
 ML0571_MARK LOGO: CGS
 ML0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0571+STABILITY: SURFACE MOTION
 ML0571
 ML0571  HISTORY     - Date     Condition        Report By
 ML0571  HISTORY     - 1933     MONUMENTED       CGS
 ML0571  HISTORY     - 1934     GOOD             CGS
 ML0571
 ML0571                          STATION DESCRIPTION
 ML0571
 ML0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0571'5.6 MI N FROM TAYLOR.
 ML0571'5.6 MILES NORTH.  THE MARK IS 2 FT. NORTH AND 2 FT. WEST OF THE
 ML0571'SOUTHWEST CORNER OF THE FENCE AROUND THE YARD OF THE LONE STAR
 ML0571'SCHOOL DIST. 28.  IT IS 28 FT. EAST OF CENTER OF HWY. 83 AND IS
 ML0571'100 FT. SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE.
 ML0571
 ML0571                          STATION RECOVERY (1934)
 ML0571
 ML0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0594 ***********************************************************************
 LG0594  DESIGNATION -  R 170
 LG0594  PID         -  LG0594
 LG0594  STATE/COUNTY-  NE/NUCKOLLS
 LG0594  COUNTRY     -  US
 LG0594  USGS QUAD   -  DAVENPORT (2017)
 LG0594
 LG0594                         *CURRENT SURVEY CONTROL
 LG0594  ______________________________________________________________________
 LG0594* NAD 83(1986) POSITION- 40 19 40.     (N) 097 51 30.     (W)   SCALED
 LG0594* NAVD 88 ORTHO HEIGHT -   508.333 (meters)     1667.76  (feet) ADJUSTED
 LG0594  ______________________________________________________________________
 LG0594  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 LG0594  DYNAMIC HEIGHT  -        508.038 (meters)     1666.79  (feet) COMP
 LG0594  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 LG0594
 LG0594  VERT ORDER      -  SECOND    CLASS 0
 LG0594
 LG0594.The horizontal coordinates were scaled from a map and have
 LG0594.an estimated accuracy of +/- 6 seconds.
 LG0594
 LG0594.The orthometric height was determined by differential leveling and
 LG0594.adjusted by the NATIONAL GEODETIC SURVEY
 LG0594.in June 1991.
 LG0594
 LG0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0594.GEOID18 height accuracy estimate available here.
 LG0594
 LG0594.Click photographs - Photos may exist for this station.
 LG0594
 LG0594.The dynamic height is computed by dividing the NAVD 88
 LG0594.geopotential number by the normal gravity value computed on the
 LG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0594.degrees latitude (g = 980.6199 gals.).
 LG0594
 LG0594.The modeled gravity was interpolated from observed gravity values.
 LG0594
 LG0594;                    North         East    Units  Estimated Accuracy
 LG0594;SPC NE       -    57,150.      681,970.      MT  (+/- 180 meters Scaled)
 LG0594
 LG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK969647(NAD 83)
 LG0594
 LG0594                          SUPERSEDED SURVEY CONTROL
 LG0594
 LG0594  NGVD 29 (??/??/92)  508.142  (m)         1667.13   (f) ADJ UNCH    2 0
 LG0594
 LG0594.Superseded values are not recommended for survey control.
 LG0594
 LG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0594.See file dsdata.pdf to determine how the superseded data were derived.
 LG0594
 LG0594_MARKER: DB = BENCH MARK DISK
 LG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0594_STAMPING: R 170 1934
 LG0594_MARK LOGO: CGS
 LG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0594+STABILITY: SURFACE MOTION
 LG0594
 LG0594  HISTORY     - Date     Condition        Report By
 LG0594  HISTORY     - 1934     MONUMENTED       CGS
 LG0594
 LG0594                          STATION DESCRIPTION
 LG0594
 LG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0594'2.9 MI W FROM DAVENPORT.
 LG0594'IN NUCKOLLS COUNTY, 2.9 MILES WEST ALONG THE UNION PACIFIC
 LG0594'RAILROAD FROM THE STATION AT DAVENPORT, THAYER COUNTY, 7
 LG0594'RAILS WEST OF MILEPOST 194, 5 RAILS EAST OF A ROAD CROSSING,
 LG0594'AND 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LG0594'DISK, STAMPED R 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0572 ***********************************************************************
 LG0572  DESIGNATION -  R 171
 LG0572  PID         -  LG0572
 LG0572  STATE/COUNTY-  NE/JEFFERSON
 LG0572  COUNTRY     -  US
 LG0572  USGS QUAD   -  ENDICOTT (2017)
 LG0572
 LG0572                         *CURRENT SURVEY CONTROL
 LG0572  ______________________________________________________________________
 LG0572* NAD 83(1986) POSITION- 40 04 33.     (N) 097 04 49.     (W)   SCALED
 LG0572* NAVD 88 ORTHO HEIGHT -   389.724 (meters)     1278.62  (feet) ADJUSTED
 LG0572  ______________________________________________________________________
 LG0572  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 LG0572  DYNAMIC HEIGHT  -        389.500 (meters)     1277.88  (feet) COMP
 LG0572  MODELED GRAVITY -    980,040.6   (mgal)                       NAVD 88
 LG0572
 LG0572  VERT ORDER      -  SECOND    CLASS 0
 LG0572
 LG0572.The horizontal coordinates were scaled from a map and have
 LG0572.an estimated accuracy of +/- 6 seconds.
 LG0572
 LG0572.The orthometric height was determined by differential leveling and
 LG0572.adjusted by the NATIONAL GEODETIC SURVEY
 LG0572.in June 1991.
 LG0572
 LG0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0572.GEOID18 height accuracy estimate available here.
 LG0572
 LG0572.Click photographs - Photos may exist for this station.
 LG0572
 LG0572.The dynamic height is computed by dividing the NAVD 88
 LG0572.geopotential number by the normal gravity value computed on the
 LG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0572.degrees latitude (g = 980.6199 gals.).
 LG0572
 LG0572.The modeled gravity was interpolated from observed gravity values.
 LG0572
 LG0572;                    North         East    Units  Estimated Accuracy
 LG0572;SPC NE       -    31,130.      749,000.      MT  (+/- 180 meters Scaled)
 LG0572
 LG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK636379(NAD 83)
 LG0572
 LG0572                          SUPERSEDED SURVEY CONTROL
 LG0572
 LG0572  NGVD 29 (??/??/92)  389.580  (m)         1278.15   (f) ADJ UNCH    2 0
 LG0572
 LG0572.Superseded values are not recommended for survey control.
 LG0572
 LG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0572.See file dsdata.pdf to determine how the superseded data were derived.
 LG0572
 LG0572_MARKER: DB = BENCH MARK DISK
 LG0572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0572_SP_SET: CULVERT HEADWALL
 LG0572_STAMPING: R 171 1934
 LG0572_MARK LOGO: CGS
 LG0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0572+STABILITY: SURFACE MOTION
 LG0572
 LG0572  HISTORY     - Date     Condition        Report By
 LG0572  HISTORY     - 1934     MONUMENTED       CGS
 LG0572  HISTORY     - 1981     GOOD             LOCENG
 LG0572
 LG0572                          STATION DESCRIPTION
 LG0572
 LG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0572'1.1 MI SE FROM ENDICOTT.
 LG0572'1.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0572'STATION AT ENDICOTT, JEFFERSON COUNTY, 2 POLES EAST OF MILEPOST
 LG0572'146, AT A RAILROAD BRIDGE 145+99, AT A CONCRETE CULVERT UNDER
 LG0572'STATE HIGHWAY 3 S, AND IN THE TOP OF THE SOUTHEAST HEADWALL.
 LG0572'A STANDARD DISK, STAMPED R 171 1934.
 LG0572
 LG0572                          STATION RECOVERY (1981)
 LG0572
 LG0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0547 ***********************************************************************
 LG0547  DESIGNATION -  R 172
 LG0547  PID         -  LG0547
 LG0547  STATE/COUNTY-  NE/JEFFERSON
 LG0547  COUNTRY     -  US
 LG0547  USGS QUAD   -  REYNOLDS (2017)
 LG0547
 LG0547                         *CURRENT SURVEY CONTROL
 LG0547  ______________________________________________________________________
 LG0547* NAD 83(1986) POSITION- 40 03 11.3    (N) 097 17 36.9    (W)   HD_HELD2
 LG0547* NAVD 88 ORTHO HEIGHT -   418.944 (meters)     1374.49  (feet) ADJUSTED
 LG0547  ______________________________________________________________________
 LG0547  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 LG0547  DYNAMIC HEIGHT  -        418.700 (meters)     1373.68  (feet) COMP
 LG0547  MODELED GRAVITY -    980,030.1   (mgal)                       NAVD 88
 LG0547
 LG0547  VERT ORDER      -  SECOND    CLASS 0
 LG0547
 LG0547.The horizontal coordinates were established by autonomous hand held GPS
 LG0547.observations and have an estimated accuracy of +/- 10 meters.
 LG0547
 LG0547.The orthometric height was determined by differential leveling and
 LG0547.adjusted by the NATIONAL GEODETIC SURVEY
 LG0547.in June 1991.
 LG0547
 LG0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0547.GEOID18 height accuracy estimate available here.
 LG0547
 LG0547.Click photographs - Photos may exist for this station.
 LG0547
 LG0547.The dynamic height is computed by dividing the NAVD 88
 LG0547.geopotential number by the normal gravity value computed on the
 LG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0547.degrees latitude (g = 980.6199 gals.).
 LG0547
 LG0547.The modeled gravity was interpolated from observed gravity values.
 LG0547
 LG0547;                    North         East    Units  Estimated Accuracy
 LG0547;SPC NE       -    28,021.      730,889.      MT  (+/- 10 meters HH2 GPS)
 LG0547
 LG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4554935050(NAD 83)
 LG0547
 LG0547                          SUPERSEDED SURVEY CONTROL
 LG0547
 LG0547  NGVD 29 (??/??/92)  418.790  (m)         1373.98   (f) ADJ UNCH    2 0
 LG0547
 LG0547.Superseded values are not recommended for survey control.
 LG0547
 LG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0547.See file dsdata.pdf to determine how the superseded data were derived.
 LG0547
 LG0547_MARKER: DB = BENCH MARK DISK
 LG0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0547_SP_SET: OVERPASS ABUTMENT
 LG0547_STAMPING: R 172 1934
 LG0547_MARK LOGO: CGS
 LG0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0547+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1999
 LG0547
 LG0547  HISTORY     - Date     Condition        Report By
 LG0547  HISTORY     - 1934     MONUMENTED       CGS
 LG0547  HISTORY     - 19991101 GOOD             NGS
 LG0547
 LG0547                          STATION DESCRIPTION
 LG0547
 LG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0547'2.3 MI SW FROM THOMPSON.
 LG0547'2.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0547'RAILROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0547'STATION AT THOMPSON, JEFFERSON COUNTY, AND IN THE NORTHWEST
 LG0547'CORNER OF CONCRETE UNDERPASS NO. 126.16.  A STANDARD DISK,
 LG0547'STAMPED R 172 1934.
 LG0547
 LG0547                          STATION RECOVERY (1999)
 LG0547
 LG0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0547'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 LG0547'IN REYNOLDS, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG 562 AVENUE, IN
 LG0547'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 LG0547'ABUTMENT OF BURLINGTON NORTHERN RAILROAD OVERPASS OF THE AVENUE, 4.1 M
 LG0547'(13.5 FT) WEST OF THE AVENUE CENTER, 4.0 M (13.1 FT) ABOVE THE LEVEL
 LG0547'OF THE AVENUE, 1.2 M (3.9 FT) NORTH OF THE NEAR RAIL, AND 0.3 M (1.0
 LG0547'FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE MONUMENT IS ON COUNTY
 LG0547'ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0247 ***********************************************************************
 LG0247  DESIGNATION -  R 174
 LG0247  PID         -  LG0247
 LG0247  STATE/COUNTY-  NE/GAGE
 LG0247  COUNTRY     -  US
 LG0247  USGS QUAD   -  PICKRELL (2017)
 LG0247
 LG0247                         *CURRENT SURVEY CONTROL
 LG0247  ______________________________________________________________________
 LG0247* NAD 83(1986) POSITION- 40 25 19.     (N) 096 43 30.     (W)   SCALED
 LG0247* NAVD 88 ORTHO HEIGHT -   412.143 (meters)     1352.17  (feet) ADJUSTED
 LG0247  ______________________________________________________________________
 LG0247  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 LG0247  DYNAMIC HEIGHT  -        411.928 (meters)     1351.47  (feet) COMP
 LG0247  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 LG0247
 LG0247  VERT ORDER      -  SECOND    CLASS 0
 LG0247
 LG0247.The horizontal coordinates were scaled from a map and have
 LG0247.an estimated accuracy of +/- 6 seconds.
 LG0247
 LG0247.The orthometric height was determined by differential leveling and
 LG0247.adjusted by the NATIONAL GEODETIC SURVEY
 LG0247.in June 1991.
 LG0247
 LG0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0247.GEOID18 height accuracy estimate available here.
 LG0247
 LG0247.Click photographs - Photos may exist for this station.
 LG0247
 LG0247.The dynamic height is computed by dividing the NAVD 88
 LG0247.geopotential number by the normal gravity value computed on the
 LG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0247.degrees latitude (g = 980.6199 gals.).
 LG0247
 LG0247.The modeled gravity was interpolated from observed gravity values.
 LG0247
 LG0247;                    North         East    Units  Estimated Accuracy
 LG0247;SPC NE       -    70,620.      777,820.      MT  (+/- 180 meters Scaled)
 LG0247
 LG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK930770(NAD 83)
 LG0247
 LG0247                          SUPERSEDED SURVEY CONTROL
 LG0247
 LG0247  NGVD 29 (??/??/92)  412.024  (m)         1351.78   (f) ADJ UNCH    2 0
 LG0247
 LG0247.Superseded values are not recommended for survey control.
 LG0247
 LG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0247.See file dsdata.pdf to determine how the superseded data were derived.
 LG0247
 LG0247_MARKER: DB = BENCH MARK DISK
 LG0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0247_STAMPING: R 174 1934
 LG0247_MARK LOGO: CGS
 LG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0247+STABILITY: SURFACE MOTION
 LG0247
 LG0247  HISTORY     - Date     Condition        Report By
 LG0247  HISTORY     - 1934     MONUMENTED       CGS
 LG0247  HISTORY     - 1977     GOOD             LOCSUR
 LG0247
 LG0247                          STATION DESCRIPTION
 LG0247
 LG0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0247'3.1 MI N FROM PICKRELL.
 LG0247'3.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0247'STATION AT PICKRELL, GAGE COUNTY, AT A ROAD CROSSING, 52 FEET
 LG0247'WEST OF THE CENTER LINE OF THE TRACK, AND 28 FEET NORTH OF THE
 LG0247'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED R 174 1934
 LG0247'AND SET IN THE TOP OF A CONCRETE POST.
 LG0247
 LG0247                          STATION RECOVERY (1977)
 LG0247
 LG0247'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0204 ***********************************************************************
 LG0204  DESIGNATION -  R 175
 LG0204  PID         -  LG0204
 LG0204  STATE/COUNTY-  NE/PAWNEE
 LG0204  COUNTRY     -  US
 LG0204  USGS QUAD   -  DU BOIS (2017)
 LG0204
 LG0204                         *CURRENT SURVEY CONTROL
 LG0204  ______________________________________________________________________
 LG0204* NAD 83(1986) POSITION- 40 02 11.     (N) 096 02 52.     (W)   SCALED
 LG0204* NAVD 88 ORTHO HEIGHT -   325.595 (meters)     1068.22  (feet) ADJUSTED
 LG0204  ______________________________________________________________________
 LG0204  GEOID HEIGHT    -        -29.282 (meters)                     GEOID18
 LG0204  DYNAMIC HEIGHT  -        325.415 (meters)     1067.63  (feet) COMP
 LG0204  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 LG0204
 LG0204  VERT ORDER      -  SECOND    CLASS 0
 LG0204
 LG0204.The horizontal coordinates were scaled from a map and have
 LG0204.an estimated accuracy of +/- 6 seconds.
 LG0204
 LG0204.The orthometric height was determined by differential leveling and
 LG0204.adjusted by the NATIONAL GEODETIC SURVEY
 LG0204.in June 1991.
 LG0204
 LG0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0204.GEOID18 height accuracy estimate available here.
 LG0204
 LG0204.Click photographs - Photos may exist for this station.
 LG0204
 LG0204.The dynamic height is computed by dividing the NAVD 88
 LG0204.geopotential number by the normal gravity value computed on the
 LG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0204.degrees latitude (g = 980.6199 gals.).
 LG0204
 LG0204.The modeled gravity was interpolated from observed gravity values.
 LG0204
 LG0204;                    North         East    Units  Estimated Accuracy
 LG0204;SPC NE       -    30,260.      837,190.      MT  (+/- 180 meters Scaled)
 LG0204
 LG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK518359(NAD 83)
 LG0204
 LG0204                          SUPERSEDED SURVEY CONTROL
 LG0204
 LG0204  NGVD 29 (??/??/92)  325.491  (m)         1067.88   (f) ADJ UNCH    2 0
 LG0204
 LG0204.Superseded values are not recommended for survey control.
 LG0204
 LG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0204.See file dsdata.pdf to determine how the superseded data were derived.
 LG0204
 LG0204_MARKER: DB = BENCH MARK DISK
 LG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0204_STAMPING: R 175 1934
 LG0204_MARK LOGO: CGS
 LG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0204+STABILITY: SURFACE MOTION
 LG0204
 LG0204  HISTORY     - Date     Condition        Report By
 LG0204  HISTORY     - 1934     MONUMENTED       CGS
 LG0204
 LG0204                          STATION DESCRIPTION
 LG0204
 LG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0204'AT DU POIS.
 LG0204'AT DU BOIS, PAWNEE COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0204'RAILROAD AND STATE HIGHWAY 50, 100 FEET WEST OF A SECTION HOUSE,
 LG0204'60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 50 FEET NORTH
 LG0204'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED R 175
 LG0204'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0499 ***********************************************************************
 LF0499  DESIGNATION -  R 177
 LF0499  PID         -  LF0499
 LF0499  STATE/COUNTY-  NE/NEMAHA
 LF0499  COUNTRY     -  US
 LF0499  USGS QUAD   -  HOWE (2017)
 LF0499
 LF0499                         *CURRENT SURVEY CONTROL
 LF0499  ______________________________________________________________________
 LF0499* NAD 83(1986) POSITION- 40 19 26.     (N) 095 49 12.     (W)   SCALED
 LF0499* NAVD 88 ORTHO HEIGHT -   299.950 (meters)      984.09  (feet) ADJUSTED
 LF0499  ______________________________________________________________________
 LF0499  GEOID HEIGHT    -        -29.629 (meters)                     GEOID18
 LF0499  DYNAMIC HEIGHT  -        299.790 (meters)      983.56  (feet) COMP
 LF0499  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 LF0499
 LF0499  VERT ORDER      -  SECOND    CLASS 0
 LF0499
 LF0499.The horizontal coordinates were scaled from a map and have
 LF0499.an estimated accuracy of +/- 6 seconds.
 LF0499
 LF0499.The orthometric height was determined by differential leveling and
 LF0499.adjusted by the NATIONAL GEODETIC SURVEY
 LF0499.in June 1991.
 LF0499
 LF0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0499.GEOID18 height accuracy estimate available here.
 LF0499
 LF0499.Click photographs - Photos may exist for this station.
 LF0499
 LF0499.The dynamic height is computed by dividing the NAVD 88
 LF0499.geopotential number by the normal gravity value computed on the
 LF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0499.degrees latitude (g = 980.6199 gals.).
 LF0499
 LF0499.The modeled gravity was interpolated from observed gravity values.
 LF0499
 LF0499;                    North         East    Units  Estimated Accuracy
 LF0499;SPC NE       -    63,050.      855,070.      MT  (+/- 180 meters Scaled)
 LF0499
 LF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE604675(NAD 83)
 LF0499
 LF0499                          SUPERSEDED SURVEY CONTROL
 LF0499
 LF0499  NGVD 29 (??/??/92)  299.867  (m)          983.81   (f) ADJ UNCH    2 0
 LF0499
 LF0499.Superseded values are not recommended for survey control.
 LF0499
 LF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0499.See file dsdata.pdf to determine how the superseded data were derived.
 LF0499
 LF0499_MARKER: DB = BENCH MARK DISK
 LF0499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0499_SP_SET: CULVERT HEADWALL
 LF0499_STAMPING: R 177 1934
 LF0499_MARK LOGO: CGS
 LF0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0499+STABILITY: SURFACE MOTION
 LF0499
 LF0499  HISTORY     - Date     Condition        Report By
 LF0499  HISTORY     - 1934     MONUMENTED       CGS
 LF0499
 LF0499                          STATION DESCRIPTION
 LF0499
 LF0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0499'AT HOWE.
 LF0499'AT HOWE, NEMAHA COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 0.2
 LF0499'MILE NORTH OF THE STATION, 2 RAILS NORTH OF A SIDING SWITCH, AT A
 LF0499'CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST HEADWALL,
 LF0499'AND 20 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LF0499'DISK, STAMPED R 177 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0569 ***********************************************************************
 NN0569  DESIGNATION -  R 18 RESET
 NN0569  PID         -  NN0569
 NN0569  STATE/COUNTY-  NE/ROCK
 NN0569  COUNTRY     -  US
 NN0569  USGS QUAD   -  BASSETT (2017)
 NN0569
 NN0569                         *CURRENT SURVEY CONTROL
 NN0569  ______________________________________________________________________
 NN0569* NAD 83(1986) POSITION- 42 32 56.     (N) 099 32 22.     (W)   SCALED
 NN0569* NAVD 88 ORTHO HEIGHT -   719.46  (meters)     2360.4   (feet) RESET
 NN0569  ______________________________________________________________________
 NN0569  GEOID HEIGHT    -        -23.172 (meters)                     GEOID18
 NN0569  VERT ORDER      -  THIRD
 NN0569
 NN0569.The horizontal coordinates were scaled from a map and have
 NN0569.an estimated accuracy of +/- 6 seconds.
 NN0569
 NN0569.The orthometric height was computed from unverified reset data.
 NN0569
 NN0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0569.GEOID18 height accuracy estimate available here.
 NN0569
 NN0569.Click photographs - Photos may exist for this station.
 NN0569
 NN0569;                    North         East    Units  Estimated Accuracy
 NN0569;SPC NE       -   301,610.      537,820.      MT  (+/- 180 meters Scaled)
 NN0569
 NN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557108(NAD 83)
 NN0569
 NN0569                          SUPERSEDED SURVEY CONTROL
 NN0569
 NN0569  NGVD 29 (??/??/??)  719.21   (m)         2359.6    (f) RESET       3  
 NN0569
 NN0569.Superseded values are not recommended for survey control.
 NN0569
 NN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0569.See file dsdata.pdf to determine how the superseded data were derived.
 NN0569
 NN0569_MARKER: DB = BENCH MARK DISK
 NN0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0569_STAMPING: R 18 1933 RESET 1956
 NN0569_MARK LOGO: CGS
 NN0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0569+STABILITY: SURFACE MOTION
 NN0569
 NN0569  HISTORY     - Date     Condition        Report By
 NN0569  HISTORY     - 1956     MONUMENTED       CGS
 NN0569  HISTORY     - 20170830 MARK NOT FOUND   INDIV
 NN0569
 NN0569                          STATION DESCRIPTION
 NN0569
 NN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0569'2.1 MI S FROM BASSETT.
 NN0569'2.1 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 NN0569'HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, ABOUT 150 YARDS
 NN0569'SOUTH OF CROSSROADS, 110 FEET WEST OF THE CENTER OF NEW U.S.
 NN0569'HIGHWAY 183, 9 FEET SOUTH OF THE SOUTH GATE POST, AND 1 FOOT
 NN0569'EAST OF FENCE.
 NN0569
 NN0569                          STATION RECOVERY (2017)
 NN0569
 NN0569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0569'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0277 ***********************************************************************
 NN0277  DESIGNATION -  R 19
 NN0277  PID         -  NN0277
 NN0277  STATE/COUNTY-  NE/BOYD
 NN0277  COUNTRY     -  US
 NN0277  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0277
 NN0277                         *CURRENT SURVEY CONTROL
 NN0277  ______________________________________________________________________
 NN0277* NAD 83(1986) POSITION- 42 51 26.56   (N) 098 39 49.96   (W)   HD_HELD1
 NN0277* NAVD 88 ORTHO HEIGHT -   463.492 (meters)     1520.64  (feet) ADJUSTED
 NN0277  ______________________________________________________________________
 NN0277  GEOID HEIGHT    -        -25.721 (meters)                     GEOID18
 NN0277  DYNAMIC HEIGHT  -        463.329 (meters)     1520.11  (feet) COMP
 NN0277  MODELED GRAVITY -    980,255.2   (mgal)                       NAVD 88
 NN0277
 NN0277  VERT ORDER      -  FIRST     CLASS II
 NN0277
 NN0277.The horizontal coordinates were determined by differentially corrected
 NN0277.hand held GPS observations or other comparable positioning techniques
 NN0277.and have an estimated accuracy of +/- 3 meters.
 NN0277
 NN0277.The orthometric height was determined by differential leveling and
 NN0277.adjusted by the NATIONAL GEODETIC SURVEY
 NN0277.in June 1991.
 NN0277
 NN0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0277.GEOID18 height accuracy estimate available here.
 NN0277
 NN0277.Click photographs - Photos may exist for this station.
 NN0277
 NN0277.The dynamic height is computed by dividing the NAVD 88
 NN0277.geopotential number by the normal gravity value computed on the
 NN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0277.degrees latitude (g = 980.6199 gals.).
 NN0277
 NN0277.The modeled gravity was interpolated from observed gravity values.
 NN0277
 NN0277;                    North         East    Units  Estimated Accuracy
 NN0277;SPC NE       -   336,621.4     609,189.2     MT  (+/- 3 meters HH1 GPS) 
 NN0277
 NN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2746045031(NAD 83)
 NN0277
 NN0277                          SUPERSEDED SURVEY CONTROL
 NN0277
 NN0277  NGVD 29 (??/??/92)  463.233  (m)         1519.79   (f) ADJ UNCH    1 2
 NN0277
 NN0277.Superseded values are not recommended for survey control.
 NN0277
 NN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0277.See file dsdata.pdf to determine how the superseded data were derived.
 NN0277
 NN0277_MARKER: DB = BENCH MARK DISK
 NN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0277_STAMPING: 1519.790 R 19 1933
 NN0277_MARK LOGO: CGS
 NN0277_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0277+STABILITY: SURFACE MOTION
 NN0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0277+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2021
 NN0277
 NN0277  HISTORY     - Date     Condition        Report By
 NN0277  HISTORY     - 1933     MONUMENTED       CGS
 NN0277  HISTORY     - 20211105 GOOD             NEGS
 NN0277
 NN0277                          STATION DESCRIPTION
 NN0277
 NN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0277'2.2 MI E FROM SPENCER.
 NN0277'2-1/4 MILES EAST ALONG U.S. HIGHWAY 281 FROM SPENCER, BOYD
 NN0277'COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 12, 150 FEET EAST
 NN0277'OF A BRIDGE OVER A DITCH, AND 70 FEET NORTH OF THE CENTER LINE
 NN0277'OF STATE HIGHWAY 12.  A STANDARD DISK, STAMPED 1519.790 R 19
 NN0277'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NN0277'ABOVE GROUND.
 NN0277
 NN0277                          STATION RECOVERY (2021)
 NN0277
 NN0277'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (TD)
 NN0277'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND NE. HIGHWAY 12
 NN0277'APPROXIMATELY 3.0 MI (4.8 KM) SOUTHEAST OF SPENCER, NE., GO NORTHWEST
 NN0277'ON U.S. HIGHWAY 281 AND NE. HIGHWAY 12 APPROXIMATELY 0.75 MI (1.21 KM)
 NN0277'TO A SERVICE ROAD TO A POWER STATION (NORTH).  TURN RIGHT AND GO NORTH
 NN0277'ON A FIELD DRIVE FOR APPROXIMATELY 675 FT (205.7 M) TO A BEND GOING
 NN0277'WEST-NORTHWEST.  TURN LEFT AND GO WEST-NORTHWEST ON FIELD DRIVE
 NN0277'APPROXIMATELY 150 FT (45.7 M).
 NN0277'
 NN0277'THE MARK IS APPROXIMATELY 110 FT (33.5 M) NORTH OF THE APPROXIMATELY
 NN0277'CENTERLINE OF THE FIELD DRIVE, 85 FT (25.9 M) NORTH OF A STEEL WITNESS
 NN0277'POST IN A FENCE LINE AND LOCATED IN A PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0214 ***********************************************************************
 NN0214  DESIGNATION -  R 2
 NN0214  PID         -  NN0214
 NN0214  STATE/COUNTY-  NE/HOLT
 NN0214  COUNTRY     -  US
 NN0214  USGS QUAD   -  EMMET NW (2017)
 NN0214
 NN0214                         *CURRENT SURVEY CONTROL
 NN0214  ______________________________________________________________________
 NN0214* NAD 83(1986) POSITION- 42 29 41.14   (N) 098 54 44.48   (W)   HD_HELD1
 NN0214* NAVD 88 ORTHO HEIGHT -   629.768 (meters)     2066.16  (feet) ADJUSTED
 NN0214  ______________________________________________________________________
 NN0214  GEOID HEIGHT    -        -24.151 (meters)                     GEOID18
 NN0214  DYNAMIC HEIGHT  -        629.518 (meters)     2065.34  (feet) COMP
 NN0214  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 NN0214
 NN0214  VERT ORDER      -  FIRST     CLASS II
 NN0214
 NN0214.The horizontal coordinates were determined by differentially corrected
 NN0214.hand held GPS observations or other comparable positioning techniques
 NN0214.and have an estimated accuracy of +/- 3 meters.
 NN0214
 NN0214.The orthometric height was determined by differential leveling and
 NN0214.adjusted by the NATIONAL GEODETIC SURVEY
 NN0214.in June 1991.
 NN0214
 NN0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0214.GEOID18 height accuracy estimate available here.
 NN0214
 NN0214.Click photographs - Photos may exist for this station.
 NN0214
 NN0214.The dynamic height is computed by dividing the NAVD 88
 NN0214.geopotential number by the normal gravity value computed on the
 NN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0214.degrees latitude (g = 980.6199 gals.).
 NN0214
 NN0214.The modeled gravity was interpolated from observed gravity values.
 NN0214
 NN0214;                    North         East    Units  Estimated Accuracy
 NN0214;SPC NE       -   296,063.4     589,391.2     MT  (+/- 3 meters HH1 GPS) 
 NN0214
 NN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0720204715(NAD 83)
 NN0214
 NN0214                          SUPERSEDED SURVEY CONTROL
 NN0214
 NN0214  NGVD 29 (??/??/92)  629.543  (m)         2065.43   (f) ADJ UNCH    1 2
 NN0214
 NN0214.Superseded values are not recommended for survey control.
 NN0214
 NN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0214.See file dsdata.pdf to determine how the superseded data were derived.
 NN0214
 NN0214_MARKER: DB = BENCH MARK DISK
 NN0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0214_MARK LOGO: NONE
 NN0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0214+STABILITY: SURFACE MOTION
 NN0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0214+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 NN0214
 NN0214  HISTORY     - Date     Condition        Report By
 NN0214  HISTORY     - 1901     MONUMENTED       CGS
 NN0214  HISTORY     - 1946     GOOD             CGS
 NN0214  HISTORY     - 19971129 GOOD             LOCSUR
 NN0214  HISTORY     - 20100809 GOOD             JEOCON
 NN0214
 NN0214                          STATION DESCRIPTION
 NN0214
 NN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0214'4 MI SE FROM ATKINSON.
 NN0214'4.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0214'FROM THE STATION AT ATKINSON, HOLT COUNTY, JUST EAST OF THE
 NN0214'FIRST CURVE SOUTHEAST OF THE TOWN, IN SEC. 11, T. 30 N., R 14 W.,
 NN0214'AT THE CROSSING OF A COUNTY ROAD, 46 FEET SOUTHWEST OF THE
 NN0214'CENTERLINE OF THE TRACK, 38 FEET WEST OF THE CENTERLINE OF THE
 NN0214'ROAD, 8.5 FEET SOUTH OF A POLE, AND 4 FEET NORTH OF THE
 NN0214'RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED
 NN0214'BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST PROJECTING
 NN0214'1 FOOT ABOVE GROUND.
 NN0214
 NN0214                          STATION RECOVERY (1997)
 NN0214
 NN0214'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0214'LOCATED ALONG THE SOUTH SIDE OF THE COWBOY TRAIL (FORMER CHICAGO AND
 NN0214'NORTH WESTERN RAILROAD GRADE) BETWEEN THED TOWNS OF EMMET AND
 NN0214'ATKINSON, IN THE SE 1/4, SEC 11, T 29 N, R 14 W.  TO REACH FROM THE
 NN0214'INTERSECTION OF HIGHWAY 20 AND HIGHWAY 11 IN THE SOUTHEAST PART OF
 NN0214'ATKINSON, GO SOUTHEAST ALONG HIGHWAY 20 FOR 3.7 MILES (6.0 KM) TO THE
 NN0214'INTERSECTION OF A GRAVELED COUNTY ROAD RUNNING NORTH AND SOUTH.  (THE
 NN0214'HIGHWAY 20 MILEPOST IS 293.7 AT THIS LOCATION) .  THEN GO SOUTH ON THE
 NN0214'GRAVEL ROAD TO THE STATION WHICH IS JUST SOUTH OF HIGHWAY 20 AND 46
 NN0214'FEET (14.0 M) SOUTHWEST FROM THE CENTER OF THE COWBOY TRAIL (MEASURED
 NN0214'PERPENDICULAR TO THE TRAIL) , 40 FEET (12.2 M) WEST FROM THE CENTER OF
 NN0214'THE GRAVEL ROAD (MEASURED PERPENDICULAR TO THE ROAD) , 38 FEET (11.6
 NN0214'M) NORTH FROM THE CENTER OF A FARM DRIVE RUNNING WEST, 4.8 FEET (1.5
 NN0214'M) NORTH FROM A FENCE RUNNING SOUTHEAST-NORTHWEST, 5.8 FEET (1.8 M)
 NN0214'NORTHWEST FROM THE END POST OF THE FENCE, 11.9 FEET (3.6 M) NORTHWEST
 NN0214'FROM THE NORTH FACE OF A POWER POLE, 4.5 FEET (1.4 M) EAST FROM THE
 NN0214'FACE OF AN 8 INCH PLUM BRUSH TREE.  THE BOTTOM OF A 1 1/4 INCH SQUARE
 NN0214'HOLE IN THE CENTER OF A 6 INCH SQUARE LIMESTONE POST PROJECTING 0.3
 NN0214'FEET (9.1 CM) ABOVE THE SURFACE WITH THE LETTERS USBM ON TOP AT THE
 NN0214'FOUR CORNERS.  THE SQUARE HOLE HAS BEEN DEFACED, POSSIBLY TO ALLOW A
 NN0214'LEVEL ROD TO BETTER TOUCH THE BOTTOM OF THE HOLE.
 NN0214
 NN0214                          STATION RECOVERY (2010)
 NN0214
 NN0214'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0169 ***********************************************************************
 NO0169  DESIGNATION -  R 20
 NO0169  PID         -  NO0169
 NO0169  STATE/COUNTY-  NE/CHERRY
 NO0169  COUNTRY     -  US
 NO0169  USGS QUAD   -  HUDSON LAKE (2017)
 NO0169
 NO0169                         *CURRENT SURVEY CONTROL
 NO0169  ______________________________________________________________________
 NO0169* NAD 83(1986) POSITION- 42 39 48.80   (N) 100 39 50.39   (W)   HD_HELD1
 NO0169* NAVD 88 ORTHO HEIGHT -   873.552 (meters)     2865.98  (feet) ADJUSTED
 NO0169  ______________________________________________________________________
 NO0169  GEOID HEIGHT    -        -21.439 (meters)                     GEOID18
 NO0169  DYNAMIC HEIGHT  -        873.161 (meters)     2864.70  (feet) COMP
 NO0169  MODELED GRAVITY -    980,144.5   (mgal)                       NAVD 88
 NO0169
 NO0169  VERT ORDER      -  FIRST     CLASS II
 NO0169
 NO0169.The horizontal coordinates were determined by differentially corrected
 NO0169.hand held GPS observations or other comparable positioning techniques
 NO0169.and have an estimated accuracy of +/- 3 meters.
 NO0169
 NO0169.The orthometric height was determined by differential leveling and
 NO0169.adjusted by the NATIONAL GEODETIC SURVEY
 NO0169.in June 1991.
 NO0169
 NO0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0169.GEOID18 height accuracy estimate available here.
 NO0169
 NO0169.Click photographs - Photos may exist for this station.
 NO0169
 NO0169.The dynamic height is computed by dividing the NAVD 88
 NO0169.geopotential number by the normal gravity value computed on the
 NO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0169.degrees latitude (g = 980.6199 gals.).
 NO0169
 NO0169.The modeled gravity was interpolated from observed gravity values.
 NO0169
 NO0169;                    North         East    Units  Estimated Accuracy
 NO0169;SPC NE       -   314,457.5     445,570.5     MT  (+/- 3 meters HH1 GPS) 
 NO0169
 NO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6363124796(NAD 83)
 NO0169
 NO0169                          SUPERSEDED SURVEY CONTROL
 NO0169
 NO0169  NGVD 29 (02/14/92)  873.247  (m)         2864.98   (f) ADJUSTED    1 2
 NO0169  NGVD 29 (??/??/87)  873.247  (m)         2864.98   (f) SUPERSEDED  1 2
 NO0169
 NO0169.Superseded values are not recommended for survey control.
 NO0169
 NO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0169.See file dsdata.pdf to determine how the superseded data were derived.
 NO0169
 NO0169_MARKER: DB = BENCH MARK DISK
 NO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0169_STAMPING: R 20 1933 2864.978
 NO0169_MARK LOGO: CGS
 NO0169_PROJECTION: FLUSH
 NO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0169+STABILITY: SURFACE MOTION
 NO0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0169+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0169
 NO0169  HISTORY     - Date     Condition        Report By
 NO0169  HISTORY     - 1933     MONUMENTED       CGS
 NO0169  HISTORY     - 1934     GOOD             CGS
 NO0169  HISTORY     - 19910804 GOOD             NGS
 NO0169
 NO0169                          STATION DESCRIPTION
 NO0169
 NO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0169'21.7 MI SW FROM VALENTINE.
 NO0169'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0169'VALENTINE, CHERRY COUNTY, THENCE 14.5 MILES SOUTHWEST ALONG A
 NO0169'DIRT ROAD, AT A 90-DEGREE TURN IN THE ROAD, AT GORDON VALLEY
 NO0169'RANCH, 175 FEET WEST OF A SECTION CORNER, 125 FEET SOUTH OF THE
 NO0169'RANCHHOUSE, AND AT THE EAST SIDE OF THE ENTRANCE GATE TO A WHITE
 NO0169'HOUSE.  A STANDARD DISK, STAMPED 2864.978 R 20 1933 AND SET IN
 NO0169'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NO0169
 NO0169                          STATION RECOVERY (1991)
 NO0169
 NO0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0169'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0169'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0169'ALONG STATE HIGHWAY SPUR 16B, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG
 NO0169'A PAVED ROAD, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG THE GORDON
 NO0169'VALLEY RANCH ENTRANCE ROAD, 61.0 M (200.1 FT) WEST OF AND LEVEL WITH
 NO0169'THE ROAD CENTER, 27.2 M (89.2 FT) SOUTH OF THE SOUTHWEST CORNER OF
 NO0169'THE PAUL YOUNG RESIDENCE, 0.4 M (1.3 FT) SOUTH OF A GATE SWING POST,
 NO0169'0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND THE MONUMENT
 NO0169'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 NO0169'OWNED BY THE GORDON VALLEY RANCH.  CONTACT--PAUL YOUNG, HC 37, BOX
 NO0169'24, VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-1654.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0052 ***********************************************************************
 LJ0052  DESIGNATION -  R 200
 LJ0052  PID         -  LJ0052
 LJ0052  STATE/COUNTY-  NE/FURNAS
 LJ0052  COUNTRY     -  US
 LJ0052  USGS QUAD   -  SHIPPEE (2017)
 LJ0052
 LJ0052                         *CURRENT SURVEY CONTROL
 LJ0052  ______________________________________________________________________
 LJ0052* NAD 83(1986) POSITION- 40 06 12.31   (N) 100 09 38.35   (W)   HD_HELD1
 LJ0052* NAVD 88 ORTHO HEIGHT -   709.629 (meters)     2328.17  (feet) ADJUSTED
 LJ0052  ______________________________________________________________________
 LJ0052  GEOID HEIGHT    -        -24.482 (meters)                     GEOID18
 LJ0052  DYNAMIC HEIGHT  -        709.163 (meters)     2326.65  (feet) COMP
 LJ0052  MODELED GRAVITY -    979,945.2   (mgal)                       NAVD 88
 LJ0052
 LJ0052  VERT ORDER      -  SECOND    CLASS 0
 LJ0052
 LJ0052.The horizontal coordinates were determined by differentially corrected
 LJ0052.hand held GPS observations or other comparable positioning techniques
 LJ0052.and have an estimated accuracy of +/- 3 meters.
 LJ0052
 LJ0052.The orthometric height was determined by differential leveling and
 LJ0052.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0052.in June 1991.
 LJ0052
 LJ0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0052.GEOID18 height accuracy estimate available here.
 LJ0052
 LJ0052.Click photographs - Photos may exist for this station.
 LJ0052
 LJ0052.The dynamic height is computed by dividing the NAVD 88
 LJ0052.geopotential number by the normal gravity value computed on the
 LJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0052.degrees latitude (g = 980.6199 gals.).
 LJ0052
 LJ0052.The modeled gravity was interpolated from observed gravity values.
 LJ0052
 LJ0052;                    North         East    Units  Estimated Accuracy
 LJ0052;SPC NE       -    30,001.9     486,302.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0052
 LJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0107539881(NAD 83)
 LJ0052
 LJ0052                          SUPERSEDED SURVEY CONTROL
 LJ0052
 LJ0052  NGVD 29 (??/??/92)  709.349  (m)         2327.26   (f) ADJ UNCH    2 0
 LJ0052
 LJ0052.Superseded values are not recommended for survey control.
 LJ0052
 LJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0052.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0052
 LJ0052_MARKER: DB = BENCH MARK DISK
 LJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0052_STAMPING: R 200 1934
 LJ0052_MARK LOGO: CGS
 LJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0052+STABILITY: SURFACE MOTION
 LJ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0052+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2021
 LJ0052
 LJ0052  HISTORY     - Date     Condition        Report By
 LJ0052  HISTORY     - 1934     MONUMENTED       CGS
 LJ0052  HISTORY     - 20090904 GOOD             NEDR
 LJ0052  HISTORY     - 20170613 GOOD             NEGS
 LJ0052  HISTORY     - 20210106 GOOD             NEGS
 LJ0052
 LJ0052                          STATION DESCRIPTION
 LJ0052
 LJ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0052'2.9 MI SW FROM WILSONVILLE.
 LJ0052'2.9 MILES SOUTHWEST OF BURLINGTON STATION AT WILSONVILLE 120 FEET
 LJ0052'EAST OF RAILROAD TRESTLE AT MILEAGE 38.62, 60 FEET SOUTH OF
 LJ0052'CENTERLINE OF STATE HIGHWAY 89, 36 FEET NORTH OF CENTERLINE
 LJ0052'OF C.B. AND Q. RR. TRACK.
 LJ0052
 LJ0052                          STATION RECOVERY (2009)
 LJ0052
 LJ0052'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (HH)
 LJ0052'RECOVERED IN GOOD CONDITION.
 LJ0052
 LJ0052                          STATION RECOVERY (2017)
 LJ0052
 LJ0052'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 LJ0052'RECOVERED IN GOOD CONDITION
 LJ0052
 LJ0052                          STATION RECOVERY (2021)
 LJ0052
 LJ0052'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 LJ0052'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 89 AND NE. HIGHWAY 47
 LJ0052'APPROXIMATELY 2.5 MI (4.0 KM) WEST OF WILSONVILLE, NE., GO NORTH ON
 LJ0052'NE. HIGHWAY 47 APPROXIMATELY 170 FT (51.8 M) TO THE INTERSECTION WITH
 LJ0052'COUNTY ROAD 709.  TURN LEFT AND GO WEST ON COUNTY ROAD 709
 LJ0052'APPROXIMATELY 0.27 MI (0.43 KM).  THE MARK IS 61 FT (18.6 M) SOUTH OF
 LJ0052'THE CENTERLINE OF COUNTY ROAD 709, APPROXIMATELY 130 FT (39.6 M)
 LJ0052'NORTH-NORTHWEST OF THE CENTERLINE OF NE. HIGHWAY 89, 36 FT (11.0 M)
 LJ0052'NORTH OF THE CENTERLINE OF A SET OF RAILROAD TRACKS AND 1 FT (0.3 M)
 LJ0052'NORTH OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0392 ***********************************************************************
 LG0392  DESIGNATION -  R 206
 LG0392  PID         -  LG0392
 LG0392  STATE/COUNTY-  NE/LANCASTER
 LG0392  COUNTRY     -  US
 LG0392  USGS QUAD   -  EMERALD (2017)
 LG0392
 LG0392                         *CURRENT SURVEY CONTROL
 LG0392  ______________________________________________________________________
 LG0392* NAD 83(1986) POSITION- 40 48 27.     (N) 096 46 45.     (W)   SCALED
 LG0392* NAVD 88 ORTHO HEIGHT -   357.499 (meters)     1172.89  (feet) ADJUSTED
 LG0392  ______________________________________________________________________
 LG0392  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 LG0392  DYNAMIC HEIGHT  -        357.334 (meters)     1172.35  (feet) COMP
 LG0392  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 LG0392
 LG0392  VERT ORDER      -  SECOND    CLASS 0
 LG0392
 LG0392.The horizontal coordinates were scaled from a map and have
 LG0392.an estimated accuracy of +/- 6 seconds.
 LG0392
 LG0392.The orthometric height was determined by differential leveling and
 LG0392.adjusted by the NATIONAL GEODETIC SURVEY
 LG0392.in June 1991.
 LG0392
 LG0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0392.GEOID18 height accuracy estimate available here.
 LG0392
 LG0392.Click photographs - Photos may exist for this station.
 LG0392
 LG0392.The dynamic height is computed by dividing the NAVD 88
 LG0392.geopotential number by the normal gravity value computed on the
 LG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0392.degrees latitude (g = 980.6199 gals.).
 LG0392
 LG0392.The modeled gravity was interpolated from observed gravity values.
 LG0392
 LG0392;                    North         East    Units  Estimated Accuracy
 LG0392;SPC NE       -   113,220.      771,640.      MT  (+/- 180 meters Scaled)
 LG0392
 LG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL873197(NAD 83)
 LG0392
 LG0392                          SUPERSEDED SURVEY CONTROL
 LG0392
 LG0392  NGVD 29 (??/??/92)  357.363  (m)         1172.45   (f) ADJ UNCH    2 0
 LG0392
 LG0392.Superseded values are not recommended for survey control.
 LG0392
 LG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0392.See file dsdata.pdf to determine how the superseded data were derived.
 LG0392
 LG0392_MARKER: DB = BENCH MARK DISK
 LG0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0392_SP_SET: TOWER BASE
 LG0392_STAMPING: R 206 1939
 LG0392_MARK LOGO: CGS
 LG0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0392
 LG0392  HISTORY     - Date     Condition        Report By
 LG0392  HISTORY     - 1939     MONUMENTED       CGS
 LG0392  HISTORY     - 1959     GOOD             CGS
 LG0392
 LG0392                          STATION DESCRIPTION
 LG0392
 LG0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0392'3.8 MI W FROM LINCOLN.
 LG0392'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0392'FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 320 FEET WEST OF A
 LG0392'ROAD CROSSING, 120 FEET NORTHEAST OF A SWITCHING STATION, IN
 LG0392'THE TOP OF THE NORTHEAST CORNER OF AN ABANDONED TOWER BASE, AND
 LG0392'6 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 LG0392'STAMPED R 206 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0302 ***********************************************************************
 LG0302  DESIGNATION -  R 207
 LG0302  PID         -  LG0302
 LG0302  STATE/COUNTY-  NE/LANCASTER
 LG0302  COUNTRY     -  US
 LG0302  USGS QUAD   -  LINCOLN (2017)
 LG0302
 LG0302                         *CURRENT SURVEY CONTROL
 LG0302  ______________________________________________________________________
 LG0302* NAD 83(1986) POSITION- 40 46 05.     (N) 096 40 58.     (W)   SCALED
 LG0302* NAVD 88 ORTHO HEIGHT -   364.171 (meters)     1194.78  (feet) ADJUSTED
 LG0302  ______________________________________________________________________
 LG0302  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 LG0302  DYNAMIC HEIGHT  -        364.013 (meters)     1194.27  (feet) COMP
 LG0302  MODELED GRAVITY -    980,179.5   (mgal)                       NAVD 88
 LG0302
 LG0302  VERT ORDER      -  FIRST     CLASS II
 LG0302
 LG0302.The horizontal coordinates were scaled from a map and have
 LG0302.an estimated accuracy of +/- 6 seconds.
 LG0302
 LG0302.The orthometric height was determined by differential leveling and
 LG0302.adjusted by the NATIONAL GEODETIC SURVEY
 LG0302.in June 1991.
 LG0302
 LG0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0302.GEOID18 height accuracy estimate available here.
 LG0302
 LG0302.Click photographs - Photos may exist for this station.
 LG0302
 LG0302.The dynamic height is computed by dividing the NAVD 88
 LG0302.geopotential number by the normal gravity value computed on the
 LG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0302.degrees latitude (g = 980.6199 gals.).
 LG0302
 LG0302.The modeled gravity was interpolated from observed gravity values.
 LG0302
 LG0302;                    North         East    Units  Estimated Accuracy
 LG0302;SPC NE       -   109,150.      779,930.      MT  (+/- 180 meters Scaled)
 LG0302
 LG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL955155(NAD 83)
 LG0302
 LG0302                          SUPERSEDED SURVEY CONTROL
 LG0302
 LG0302  NGVD 29 (??/??/92)  364.076  (m)         1194.47   (f) ADJ UNCH    1 2
 LG0302
 LG0302.Superseded values are not recommended for survey control.
 LG0302
 LG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0302.See file dsdata.pdf to determine how the superseded data were derived.
 LG0302
 LG0302_MARKER: DB = BENCH MARK DISK
 LG0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0302_SP_SET: ABUTMENT
 LG0302_STAMPING: R 207 1940
 LG0302_MARK LOGO: CGS
 LG0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0302
 LG0302  HISTORY     - Date     Condition        Report By
 LG0302  HISTORY     - 1940     MONUMENTED       CGS
 LG0302  HISTORY     - 1971     POOR             LOCSUR
 LG0302  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0302  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0302
 LG0302                          STATION DESCRIPTION
 LG0302
 LG0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0302'4.3 MI SE FROM LINCOLN.
 LG0302'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0302'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, AT A
 LG0302'GRAVEL ROAD CROSSING, 28 FEET EAST OF THE CENTERLINE OF THE
 LG0302'GRAVEL ROAD, 21.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LG0302'AT THE OVERHEAD CROSSING OF THE CHICAGO, ROCK ISLAND AND
 LG0302'PACIFIC RAILROAD, IN THE FACE OF THE NORTH ABUTMENT, 1 FOOT
 LG0302'EAST OF THE SOUTHWEST CORNER, AND 1.5 FEET ABOVE THE GROUND.
 LG0302'A STANDARD DISK, STAMPED R 207 1940 AND SET VERTICALLY.
 LG0302
 LG0302                          STATION RECOVERY (1971)
 LG0302
 LG0302'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LG0302'MONUMENT IS SOLID BUT IT HAS BEEN SHOT WITH RIFLE OR POSTOL CONCRETE
 LG0302'NEEDS REPAIR.
 LG0302
 LG0302                          STATION RECOVERY (1990)
 LG0302
 LG0302'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0302'MARK NOT FOUND.
 LG0302
 LG0302                          STATION RECOVERY (1991)
 LG0302
 LG0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0302'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 LG0302'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1319 ***********************************************************************
 LG1319  DESIGNATION -  R 207 RESET
 LG1319  PID         -  LG1319
 LG1319  STATE/COUNTY-  NE/LANCASTER
 LG1319  COUNTRY     -  US
 LG1319  USGS QUAD   -  LINCOLN (2017)
 LG1319
 LG1319                         *CURRENT SURVEY CONTROL
 LG1319  ______________________________________________________________________
 LG1319* NAD 83(1986) POSITION- 40 46 11.78   (N) 096 41 01.05   (W)   HD_HELD1
 LG1319* NAVD 88 ORTHO HEIGHT -   367.572 (meters)     1205.94  (feet) ADJUSTED
 LG1319  ______________________________________________________________________
 LG1319  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 LG1319  DYNAMIC HEIGHT  -        367.413 (meters)     1205.42  (feet) COMP
 LG1319  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 LG1319
 LG1319  VERT ORDER      -  FIRST     CLASS II
 LG1319
 LG1319.The horizontal coordinates were determined by differentially corrected
 LG1319.hand held GPS observations or other comparable positioning techniques
 LG1319.and have an estimated accuracy of +/- 3 meters.
 LG1319
 LG1319.The orthometric height was determined by differential leveling and
 LG1319.adjusted by the NATIONAL GEODETIC SURVEY
 LG1319.in May 1993.
 LG1319
 LG1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1319.GEOID18 height accuracy estimate available here.
 LG1319
 LG1319.Click photographs - Photos may exist for this station.
 LG1319
 LG1319.The dynamic height is computed by dividing the NAVD 88
 LG1319.geopotential number by the normal gravity value computed on the
 LG1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1319.degrees latitude (g = 980.6199 gals.).
 LG1319
 LG1319.The modeled gravity was interpolated from observed gravity values.
 LG1319
 LG1319;                    North         East    Units  Estimated Accuracy
 LG1319;SPC NE       -   109,357.4     779,850.4     MT  (+/- 3 meters HH1 GPS) 
 LG1319
 LG1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9549415799(NAD 83)
 LG1319
 LG1319                          SUPERSEDED SURVEY CONTROL
 LG1319
 LG1319  NGVD 29 (01/31/13)  367.48   (m)         1205.6    (f) RESET       3  
 LG1319
 LG1319.Superseded values are not recommended for survey control.
 LG1319
 LG1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1319.See file dsdata.pdf to determine how the superseded data were derived.
 LG1319
 LG1319_MARKER: DV = VERTICAL CONTROL DISK
 LG1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1319_STAMPING: R-207 1940 RESET 1985
 LG1319_MARK LOGO: NGS
 LG1319_PROJECTION: FLUSH
 LG1319_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1319+STABILITY: SURFACE MOTION
 LG1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1319+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 LG1319
 LG1319  HISTORY     - Date     Condition        Report By
 LG1319  HISTORY     - 1985     MONUMENTED       NGS
 LG1319  HISTORY     - 19911022 GOOD             NGS
 LG1319  HISTORY     - 20040804 GOOD             USPSQD
 LG1319  HISTORY     - 20050730 GOOD             GEOCAC
 LG1319  HISTORY     - 20100504 GOOD             INDIV
 LG1319  HISTORY     - 20200427 GOOD             NEGS
 LG1319
 LG1319                          STATION DESCRIPTION
 LG1319
 LG1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1319'IN LINCOLN, AT THE INTERSECTION OF SOUTH 27TH STREET AND STATE
 LG1319'HIGHWAY 2, 48.3 M (158.5 FT) WEST OF THE WEST CURB OF THE STREET,
 LG1319'29.7 M (97.4 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 13.3 M (43.6
 LG1319'FT) NORTH OF THE NORTH CORNER OF A TRAFFIC SIGNAL CONTROL BOX, 8.4 M
 LG1319'(27.6 FT) NORTH OF THE CENTER OF A BICYCLE PATH, 3.1 M (10.2 FT) WEST
 LG1319'OF A FENCE CORNER, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.8 M (2.6 FT)
 LG1319'EAST OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LG1319'HIGHWAY, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 LG1319'GROUND SURFACE.
 LG1319
 LG1319                          STATION RECOVERY (2004)
 LG1319
 LG1319'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1319'RECOVERED IN GOOD CONDITION.
 LG1319
 LG1319                          STATION RECOVERY (2005)
 LG1319
 LG1319'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1319'SOUTH 27TH STREET HAS BEEN WIDENED, MAKING THE DISTANCE FROM THE WEST
 LG1319'CURB 41.7 M (136.8 FT), THE OTHER REFERENCES HAVE NOT CHANGED.
 LG1319
 LG1319                          STATION RECOVERY (2010)
 LG1319
 LG1319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG1319'RECOVERED IN GOOD CONDITION.
 LG1319
 LG1319                          STATION RECOVERY (2020)
 LG1319
 LG1319'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG1319'TO REACH FROM THE JUNCTION OF NEBRASKA PARKWAY (FORMERLY NE. HIGHWAY
 LG1319'2) AND SOUTH 27TH ST. IN LINCOLN, NE., GO WEST ON NEBRASKA PARKWAY FOR
 LG1319'APPROXIMATELY 200 FT (61.0 M) TO POINT ON THE RIGHT (NORTH).  THE MARK
 LG1319'IS 27.6 FT (8.4 M) NORTH OF THE CENTERLINE OF A PAVED BIKE TRAIL, 97.4
 LG1319'FT (29.7 M) NORTH OF THE NORTH CURB OF THE HIGHWAY, 43.6 FT (13.3 M)
 LG1319'NORTH OF THE NORTH CORNER OF A TRAFFIC SIGNAL CONTROL BOX 27.6 FT (8.4
 LG1319'M) NORTH OF THE CENTER OF A BIKE PATH, 10.2 FT (3.1 M) WEST OF A FENCE
 LG1319'CORNER, 2.6 FT (0.8 M) SOUTH OF A FENCE AND 2.6 FT (0.8 M) EAST OF THE
 LG1319'BOTTOM OF A WITNESS POST.  THE NDOT ATTEMPTED TO ESTABLISH A X, Y
 LG1319'VALUE ON THE THE MARK BUT DUE TO OBSTRUCTIONS A SOLUTION COULD NOT BE
 LG1319'VERIFIED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0039 ***********************************************************************
 LG0039  DESIGNATION -  R 208
 LG0039  PID         -  LG0039
 LG0039  STATE/COUNTY-  NE/LANCASTER
 LG0039  COUNTRY     -  US
 LG0039  USGS QUAD   -  PALMYRA (2017)
 LG0039
 LG0039                         *CURRENT SURVEY CONTROL
 LG0039  ______________________________________________________________________
 LG0039* NAD 83(1986) POSITION- 40 40 58.     (N) 096 29 00.     (W)   SCALED
 LG0039* NAVD 88 ORTHO HEIGHT -   369.501 (meters)     1212.27  (feet) ADJUSTED
 LG0039  ______________________________________________________________________
 LG0039  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 LG0039  DYNAMIC HEIGHT  -        369.337 (meters)     1211.73  (feet) COMP
 LG0039  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 LG0039
 LG0039  VERT ORDER      -  FIRST     CLASS II
 LG0039
 LG0039.The horizontal coordinates were scaled from a map and have
 LG0039.an estimated accuracy of +/- 6 seconds.
 LG0039
 LG0039.The orthometric height was determined by differential leveling and
 LG0039.adjusted by the NATIONAL GEODETIC SURVEY
 LG0039.in June 1991.
 LG0039
 LG0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0039.GEOID18 height accuracy estimate available here.
 LG0039
 LG0039.Click photographs - Photos may exist for this station.
 LG0039
 LG0039.The dynamic height is computed by dividing the NAVD 88
 LG0039.geopotential number by the normal gravity value computed on the
 LG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0039.degrees latitude (g = 980.6199 gals.).
 LG0039
 LG0039.The modeled gravity was interpolated from observed gravity values.
 LG0039
 LG0039;                    North         East    Units  Estimated Accuracy
 LG0039;SPC NE       -   100,360.      797,140.      MT  (+/- 180 meters Scaled)
 LG0039
 LG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL126065(NAD 83)
 LG0039
 LG0039                          SUPERSEDED SURVEY CONTROL
 LG0039
 LG0039  NGVD 29 (??/??/92)  369.400  (m)         1211.94   (f) ADJ UNCH    1 2
 LG0039
 LG0039.Superseded values are not recommended for survey control.
 LG0039
 LG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0039.See file dsdata.pdf to determine how the superseded data were derived.
 LG0039
 LG0039_MARKER: DB = BENCH MARK DISK
 LG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0039_STAMPING: R 208 1940
 LG0039_MARK LOGO: CGS
 LG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0039+STABILITY: SURFACE MOTION
 LG0039
 LG0039  HISTORY     - Date     Condition        Report By
 LG0039  HISTORY     - 1940     MONUMENTED       CGS
 LG0039  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LG0039
 LG0039                          STATION DESCRIPTION
 LG0039
 LG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0039'1.3 MI E FROM BENNET.
 LG0039'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0039'FROM THE STATION AT BENNET, LANCASTER COUNTY, 175 FEET SOUTHWEST
 LG0039'ACROSS THE TRACK FROM THE CENTER OF THE INTERSECTION OF TWO
 LG0039'ROADS, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 97 FEET
 LG0039'SOUTHWEST OF THE CENTER OF THE CROSSING, 57 FEET WEST OF THE
 LG0039'CENTERLINE OF THE ROAD, 49 FEET SOUTH OF THE CENTERLINE OF THE
 LG0039'TRACK, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 LG0039'STANDARD DISK, STAMPED R 208 1940 AND SET IN THE TOP OF A
 LG0039'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0039
 LG0039                          STATION RECOVERY (1983)
 LG0039
 LG0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LG0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0444 ***********************************************************************
 LG0444  DESIGNATION -  R 209
 LG0444  PID         -  LG0444
 LG0444  STATE/COUNTY-  NE/SALINE
 LG0444  COUNTRY     -  US
 LG0444  USGS QUAD   -  FRIEND (2017)
 LG0444
 LG0444                         *CURRENT SURVEY CONTROL
 LG0444  ______________________________________________________________________
 LG0444* NAD 83(1986) POSITION- 40 39 11.     (N) 097 19 00.     (W)   SCALED
 LG0444* NAVD 88 ORTHO HEIGHT -   476.733 (meters)     1564.08  (feet) ADJUSTED
 LG0444  ______________________________________________________________________
 LG0444  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 LG0444  DYNAMIC HEIGHT  -        476.473 (meters)     1563.23  (feet) COMP
 LG0444  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 LG0444
 LG0444  VERT ORDER      -  FIRST     CLASS II
 LG0444
 LG0444.The horizontal coordinates were scaled from a map and have
 LG0444.an estimated accuracy of +/- 6 seconds.
 LG0444
 LG0444.The orthometric height was determined by differential leveling and
 LG0444.adjusted by the NATIONAL GEODETIC SURVEY
 LG0444.in June 1991.
 LG0444
 LG0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0444.GEOID18 height accuracy estimate available here.
 LG0444
 LG0444.Click photographs - Photos may exist for this station.
 LG0444
 LG0444.The dynamic height is computed by dividing the NAVD 88
 LG0444.geopotential number by the normal gravity value computed on the
 LG0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0444.degrees latitude (g = 980.6199 gals.).
 LG0444
 LG0444.The modeled gravity was interpolated from observed gravity values.
 LG0444
 LG0444;                    North         East    Units  Estimated Accuracy
 LG0444;SPC NE       -    94,530.      726,850.      MT  (+/- 180 meters Scaled)
 LG0444
 LG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL423016(NAD 83)
 LG0444
 LG0444                          SUPERSEDED SURVEY CONTROL
 LG0444
 LG0444  NGVD 29 (??/??/92)  476.570  (m)         1563.55   (f) ADJ UNCH    1 2
 LG0444
 LG0444.Superseded values are not recommended for survey control.
 LG0444
 LG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0444.See file dsdata.pdf to determine how the superseded data were derived.
 LG0444
 LG0444_MARKER: DB = BENCH MARK DISK
 LG0444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0444_SP_SET: CULVERT HEADWALL
 LG0444_STAMPING: R 209 1940
 LG0444_MARK LOGO: CGS
 LG0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0444+STABILITY: SURFACE MOTION
 LG0444
 LG0444  HISTORY     - Date     Condition        Report By
 LG0444  HISTORY     - 1940     MONUMENTED       CGS
 LG0444
 LG0444                          STATION DESCRIPTION
 LG0444
 LG0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0444'1.6 MI W FROM FRIEND.
 LG0444'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0444'FROM THE STATION AT FRIEND, SALINE COUNTY, 120 FEET SOUTH OF THE
 LG0444'CENTERLINE OF THE TRACK, 19.5 FEET NORTH OF THE CENTERLINE OF
 LG0444'U.S. HIGHWAY 6, AT A 3-FOOT IRON-PIPE CULVERT UNDER THE HIGHWAY,
 LG0444'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL, AND
 LG0444'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LG0444'R 209 1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0445 ***********************************************************************
 LG0445  DESIGNATION -  R 209 RESET
 LG0445  PID         -  LG0445
 LG0445  STATE/COUNTY-  NE/SALINE
 LG0445  COUNTRY     -  US
 LG0445  USGS QUAD   -  FRIEND (2017)
 LG0445
 LG0445                         *CURRENT SURVEY CONTROL
 LG0445  ______________________________________________________________________
 LG0445* NAD 83(1986) POSITION- 40 39 11.     (N) 097 18 59.     (W)   SCALED
 LG0445* NAVD 88 ORTHO HEIGHT -   475.917 (meters)     1561.40  (feet) ADJUSTED
 LG0445  ______________________________________________________________________
 LG0445  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 LG0445  DYNAMIC HEIGHT  -        475.657 (meters)     1560.55  (feet) COMP
 LG0445  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 LG0445
 LG0445  VERT ORDER      -  FIRST     CLASS II
 LG0445
 LG0445.The horizontal coordinates were scaled from a map and have
 LG0445.an estimated accuracy of +/- 6 seconds.
 LG0445
 LG0445.The orthometric height was determined by differential leveling and
 LG0445.adjusted by the NATIONAL GEODETIC SURVEY
 LG0445.in May 1993.
 LG0445
 LG0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0445.GEOID18 height accuracy estimate available here.
 LG0445
 LG0445.Click photographs - Photos may exist for this station.
 LG0445
 LG0445.The dynamic height is computed by dividing the NAVD 88
 LG0445.geopotential number by the normal gravity value computed on the
 LG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0445.degrees latitude (g = 980.6199 gals.).
 LG0445
 LG0445.The modeled gravity was interpolated from observed gravity values.
 LG0445
 LG0445;                    North         East    Units  Estimated Accuracy
 LG0445;SPC NE       -    94,530.      726,880.      MT  (+/- 180 meters Scaled)
 LG0445
 LG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL423016(NAD 83)
 LG0445
 LG0445                          SUPERSEDED SURVEY CONTROL
 LG0445
 LG0445  NGVD 29 (??/??/??)  475.81   (m)         1561.1    (f) RESET       3  
 LG0445
 LG0445.Superseded values are not recommended for survey control.
 LG0445
 LG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0445.See file dsdata.pdf to determine how the superseded data were derived.
 LG0445
 LG0445_MARKER: DB = BENCH MARK DISK
 LG0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0445_STAMPING: R 209 1940 RESET 1964
 LG0445_MARK LOGO: CGS
 LG0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0445+STABILITY: SURFACE MOTION
 LG0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0445+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0445
 LG0445  HISTORY     - Date     Condition        Report By
 LG0445  HISTORY     - 1964     MONUMENTED       CGS
 LG0445  HISTORY     - 19911008 GOOD             NGS
 LG0445
 LG0445                          STATION DESCRIPTION
 LG0445
 LG0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0445'1.6 MI W FROM FRIEND.
 LG0445'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0445'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.25 MILE EAST OF
 LG0445'MILEPOST 99, 80 FEET WEST-NORTHWEST OF METAL CULVERT, 70 FEET
 LG0445'SOUTH OF THE SOUTH RAIL OF TRACK, 64 FEET SOUTH-SOUTHWEST OF
 LG0445'CONCRETE W POST ALONG RAILROAD TRACKS, 68 FEET NORTH OF THE
 LG0445'CENTERLINE OF U.S. HIGHWAY 6, 2 FEET SOUTH OF TELEGRAPH POLE, AND
 LG0445'1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6
 LG0445'INCHES AND THE DISK IS STAMPED R 209 1940 RESET 1964.
 LG0445
 LG0445                          STATION RECOVERY (1991)
 LG0445
 LG0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0445'24.0 KM (14.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0445'OF U.S. HIGHWAY 81 IN FAIRMONT, 24.3 M (79.7 FT) NORTHWEST OF THE
 LG0445'NORTH END OF A PIPE CULVERT, 21.0 M (68.9 FT) SOUTH OF THE NEAR RAIL
 LG0445'OF THE BURLINGTON NORTHERN RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 LG0445'OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 LG0445'CABLES, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 LG0445'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0240 ***********************************************************************
 NO0240  DESIGNATION -  R 21
 NO0240  PID         -  NO0240
 NO0240  STATE/COUNTY-  NE/CHERRY
 NO0240  COUNTRY     -  US
 NO0240  USGS QUAD   -  MULLEN NE (2017)
 NO0240
 NO0240                         *CURRENT SURVEY CONTROL
 NO0240  ______________________________________________________________________
 NO0240* NAD 83(1986) POSITION- 42 13 15.     (N) 101 02 37.     (W)   SCALED
 NO0240* NAVD 88 ORTHO HEIGHT -   998.135 (meters)     3274.71  (feet) ADJUSTED
 NO0240  ______________________________________________________________________
 NO0240  GEOID HEIGHT    -        -20.556 (meters)                     GEOID18
 NO0240  DYNAMIC HEIGHT  -        997.618 (meters)     3273.02  (feet) COMP
 NO0240  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 NO0240
 NO0240  VERT ORDER      -  FIRST     CLASS II
 NO0240
 NO0240.The horizontal coordinates were scaled from a map and have
 NO0240.an estimated accuracy of +/- 6 seconds.
 NO0240
 NO0240.The orthometric height was determined by differential leveling and
 NO0240.adjusted by the NATIONAL GEODETIC SURVEY
 NO0240.in June 1994.
 NO0240
 NO0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0240.GEOID18 height accuracy estimate available here.
 NO0240
 NO0240.Click photographs - Photos may exist for this station.
 NO0240
 NO0240.The dynamic height is computed by dividing the NAVD 88
 NO0240.geopotential number by the normal gravity value computed on the
 NO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0240.degrees latitude (g = 980.6199 gals.).
 NO0240
 NO0240.The modeled gravity was interpolated from observed gravity values.
 NO0240
 NO0240;                    North         East    Units  Estimated Accuracy
 NO0240;SPC NE       -   265,600.      413,860.      MT  (+/- 180 meters Scaled)
 NO0240
 NO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM313763(NAD 83)
 NO0240
 NO0240                          SUPERSEDED SURVEY CONTROL
 NO0240
 NO0240  NAVD 88 (06/15/91)  998.157  (m)         3274.79   (f) SUPERSEDED  1 2
 NO0240  NGVD 29 (02/14/92)  997.810  (m)         3273.65   (f) ADJUSTED    1 2
 NO0240  NGVD 29 (??/??/87)  997.810  (m)         3273.65   (f) SUPERSEDED  1 2
 NO0240
 NO0240.Superseded values are not recommended for survey control.
 NO0240
 NO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0240.See file dsdata.pdf to determine how the superseded data were derived.
 NO0240
 NO0240_MARKER: DB = BENCH MARK DISK
 NO0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0240_STAMPING: R 21 1933 3273.648
 NO0240_MARK LOGO: CGS
 NO0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0240+STABILITY: SURFACE MOTION
 NO0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0240+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 NO0240
 NO0240  HISTORY     - Date     Condition        Report By
 NO0240  HISTORY     - 1933     MONUMENTED       CGS
 NO0240  HISTORY     - 1934     GOOD             CGS
 NO0240  HISTORY     - 1983     GOOD             NEDR
 NO0240  HISTORY     - 19910814 GOOD             NGS
 NO0240
 NO0240                          STATION DESCRIPTION
 NO0240
 NO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0240'12.4 MI N FROM MULLEN.
 NO0240'IN CHERRY COUNTY, 12.4 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0240'HOOKER COUNTY, 2.4 MILES NORTH OF CHERRY SCHOOL, AT A
 NO0240'SECTION LINE, 55 FEET WEST OF THE ROAD, AND 29 FEET NORTH OF A
 NO0240'FENCE CORNER.  A STANDARD DISK, STAMPED 3273.648 R 21 1933
 NO0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NO0240'ABOVE GROUND.
 NO0240
 NO0240                          STATION RECOVERY (1934)
 NO0240
 NO0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0240'RECOVERED IN GOOD CONDITION.
 NO0240
 NO0240                          STATION RECOVERY (1983)
 NO0240
 NO0240'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 NO0240'RECOVERED IN GOOD CONDITION.
 NO0240
 NO0240                          STATION RECOVERY (1991)
 NO0240
 NO0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0240'20.3 KM (12.60 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0240'OF STATE HIGHWAY 2 IN MULLEN, 21.1 M (69.2 FT) NORTH OF A T-FENCE
 NO0240'CORNER, 14.2 M (46.6 FT) WEST OF THE HIGHWAY CENTERLINE, 9.3 M (30.5
 NO0240'FT) NORTHEAST OF UTILITY POLE NUMBER 219 21 18, 2.5 M (8.2 FT) EAST
 NO0240'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NO0240'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 NO0240'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1402 ***********************************************************************
 MK1402  DESIGNATION -  R 210
 MK1402  PID         -  MK1402
 MK1402  STATE/COUNTY-  NE/PLATTE
 MK1402  COUNTRY     -  US
 MK1402  USGS QUAD   -  MONROE (2017)
 MK1402
 MK1402                         *CURRENT SURVEY CONTROL
 MK1402  ______________________________________________________________________
 MK1402* NAD 83(1986) POSITION- 41 22 32.     (N) 097 31 25.     (W)   SCALED
 MK1402* NAVD 88 ORTHO HEIGHT -   457.441 (meters)     1500.79  (feet) ADJUSTED
 MK1402  ______________________________________________________________________
 MK1402  GEOID HEIGHT    -        -25.329 (meters)                     GEOID18
 MK1402  DYNAMIC HEIGHT  -        457.237 (meters)     1500.12  (feet) COMP
 MK1402  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 MK1402
 MK1402  VERT ORDER      -  FIRST     CLASS II
 MK1402
 MK1402.The horizontal coordinates were scaled from a map and have
 MK1402.an estimated accuracy of +/- 6 seconds.
 MK1402
 MK1402.The orthometric height was determined by differential leveling and
 MK1402.adjusted by the NATIONAL GEODETIC SURVEY
 MK1402.in June 1991.
 MK1402
 MK1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1402.GEOID18 height accuracy estimate available here.
 MK1402
 MK1402.Click photographs - Photos may exist for this station.
 MK1402
 MK1402.The dynamic height is computed by dividing the NAVD 88
 MK1402.geopotential number by the normal gravity value computed on the
 MK1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1402.degrees latitude (g = 980.6199 gals.).
 MK1402
 MK1402.The modeled gravity was interpolated from observed gravity values.
 MK1402
 MK1402;                    North         East    Units  Estimated Accuracy
 MK1402;SPC NE       -   174,190.      707,070.      MT  (+/- 180 meters Scaled)
 MK1402
 MK1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL234815(NAD 83)
 MK1402
 MK1402                          SUPERSEDED SURVEY CONTROL
 MK1402
 MK1402  NGVD 29 (??/??/92)  457.250  (m)         1500.16   (f) ADJ UNCH    1 2
 MK1402
 MK1402.Superseded values are not recommended for survey control.
 MK1402
 MK1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1402.See file dsdata.pdf to determine how the superseded data were derived.
 MK1402
 MK1402_MARKER: DB = BENCH MARK DISK
 MK1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1402_STAMPING: R 210 1940
 MK1402_MARK LOGO: CGS
 MK1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1402+STABILITY: SURFACE MOTION
 MK1402
 MK1402  HISTORY     - Date     Condition        Report By
 MK1402  HISTORY     - 1940     MONUMENTED       CGS
 MK1402
 MK1402                          STATION DESCRIPTION
 MK1402
 MK1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1402'1.8 MI SW FROM DUNCAN.
 MK1402'1.8 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT DUNCAN.
 MK1402'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1402'112 FEET NORTH OF CENTERLINE OF HIGHWAY, 87 FEET SOUTH OF CENTERLINE
 MK1402'OF SOUTH MAIN TRACK, 12 FEET NORTH OF RIGHT-OF-WAY FENCE, 8.4
 MK1402'FEET NORTHWEST OF MILEPOST NO. 94, 3.0 FEET WEST OF 4 X 4 INCH
 MK1402'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.3
 MK1402'FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1378 ***********************************************************************
 MK1378  DESIGNATION -  R 211
 MK1378  PID         -  MK1378
 MK1378  STATE/COUNTY-  NE/MERRICK
 MK1378  COUNTRY     -  US
 MK1378  USGS QUAD   -  CLARKS (2017)
 MK1378
 MK1378                         *CURRENT SURVEY CONTROL
 MK1378  ______________________________________________________________________
 MK1378* NAD 83(1986) POSITION- 41 12 57.     (N) 097 50 08.     (W)   SCALED
 MK1378* NAVD 88 ORTHO HEIGHT -   496.107 (meters)     1627.64  (feet) ADJUSTED
 MK1378  ______________________________________________________________________
 MK1378  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 MK1378  DYNAMIC HEIGHT  -        495.869 (meters)     1626.86  (feet) COMP
 MK1378  MODELED GRAVITY -    980,129.2   (mgal)                       NAVD 88
 MK1378
 MK1378  VERT ORDER      -  FIRST     CLASS II
 MK1378
 MK1378.The horizontal coordinates were scaled from a map and have
 MK1378.an estimated accuracy of +/- 6 seconds.
 MK1378
 MK1378.The orthometric height was determined by differential leveling and
 MK1378.adjusted by the NATIONAL GEODETIC SURVEY
 MK1378.in June 1991.
 MK1378
 MK1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1378.GEOID18 height accuracy estimate available here.
 MK1378
 MK1378.Click photographs - Photos may exist for this station.
 MK1378
 MK1378.The dynamic height is computed by dividing the NAVD 88
 MK1378.geopotential number by the normal gravity value computed on the
 MK1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1378.degrees latitude (g = 980.6199 gals.).
 MK1378
 MK1378.The modeled gravity was interpolated from observed gravity values.
 MK1378
 MK1378;                    North         East    Units  Estimated Accuracy
 MK1378;SPC NE       -   155,760.      681,430.      MT  (+/- 180 meters Scaled)
 MK1378
 MK1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL976633(NAD 83)
 MK1378
 MK1378                          SUPERSEDED SURVEY CONTROL
 MK1378
 MK1378  NGVD 29 (??/??/92)  495.898  (m)         1626.96   (f) ADJ UNCH    1 2
 MK1378
 MK1378.Superseded values are not recommended for survey control.
 MK1378
 MK1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1378.See file dsdata.pdf to determine how the superseded data were derived.
 MK1378
 MK1378_MARKER: DB = BENCH MARK DISK
 MK1378_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK1378_SP_SET: WALL
 MK1378_STAMPING: R 211 1940
 MK1378_MARK LOGO: CGS
 MK1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1378+STABILITY: SURFACE MOTION
 MK1378
 MK1378  HISTORY     - Date     Condition        Report By
 MK1378  HISTORY     - 1940     MONUMENTED       CGS
 MK1378  HISTORY     - 19811103 GOOD             NGS
 MK1378
 MK1378                          STATION DESCRIPTION
 MK1378
 MK1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1378'AT CLARKS.
 MK1378'AT CLARKS, BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE UNION
 MK1378'PACIFIC RR., LOCATED AT THE RR. STATION AT CLARKS, 30 FEET NORTH
 MK1378'OF CENTERLINE OF NORTH MAIN TRACK, 5.6 FEET SOUTHWEST OF CENTERLINE
 MK1378'OF ENTRANCE TO WAITING ROOM, 1.0 FOOT NORTHEAST OF WINDOW SILL
 MK1378'WHICH IS SOUTHWEST OF ENTRANCE, B.M. IS SET FLUSH AND VERTICALLY
 MK1378'IN THE SOUTH WALL OF STATION, 4.4 FEET ABOVE LEVEL OF THE GROUND.
 MK1378'NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE STATION SERVES AS
 MK1378'LANDMARK.
 MK1378
 MK1378                          STATION RECOVERY (1981)
 MK1378
 MK1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MK1378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2208 ***********************************************************************
 MK2208  DESIGNATION -  R 211 RESET
 MK2208  PID         -  MK2208
 MK2208  STATE/COUNTY-  NE/MERRICK
 MK2208  COUNTRY     -  US
 MK2208  USGS QUAD   -  CLARKS (2017)
 MK2208
 MK2208                         *CURRENT SURVEY CONTROL
 MK2208  ______________________________________________________________________
 MK2208* NAD 83(1986) POSITION- 41 12 57.     (N) 097 50 08.     (W)   SCALED
 MK2208* NAVD 88 ORTHO HEIGHT -   494.37  (meters)     1621.9   (feet) RESET
 MK2208  ______________________________________________________________________
 MK2208  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 MK2208  VERT ORDER      -  THIRD
 MK2208
 MK2208.The horizontal coordinates were scaled from a map and have
 MK2208.an estimated accuracy of +/- 6 seconds.
 MK2208
 MK2208.The orthometric height was computed from unverified reset data.
 MK2208
 MK2208.No vertical observational check was made to the station.
 MK2208
 MK2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2208.GEOID18 height accuracy estimate available here.
 MK2208
 MK2208.Click photographs - Photos may exist for this station.
 MK2208
 MK2208;                    North         East    Units  Estimated Accuracy
 MK2208;SPC NE       -   155,760.      681,430.      MT  (+/- 180 meters Scaled)
 MK2208
 MK2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL976633(NAD 83)
 MK2208
 MK2208                          SUPERSEDED SURVEY CONTROL
 MK2208
 MK2208  NGVD 29 (01/31/13)  494.16   (m)         1621.3    (f) RESET       3  
 MK2208
 MK2208.Superseded values are not recommended for survey control.
 MK2208
 MK2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2208.See file dsdata.pdf to determine how the superseded data were derived.
 MK2208
 MK2208_MARKER: DV = VERTICAL CONTROL DISK
 MK2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2208_STAMPING: R 211 RESET 1981
 MK2208_MARK LOGO: NGS
 MK2208_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2208+STABILITY: SURFACE MOTION
 MK2208
 MK2208  HISTORY     - Date     Condition        Report By
 MK2208  HISTORY     - 1981     MONUMENTED       UPRR
 MK2208
 MK2208                          STATION DESCRIPTION
 MK2208
 MK2208'DESCRIBED BY UNION PACIFIC RAILROAD 1981
 MK2208'IN CLARKS, ON THE UNION PACIFIC RAILROAD, 71 FEET (21.6 M) NORTH OF
 MK2208'THE NORTH RAIL OF THE NORTH TRACK AT ENGINEERS STATION 6482+99.3, 15
 MK2208'FEET (4.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD TOOL
 MK2208'HOUSE, 112 FEET (34.1 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MK2208'MOBIL OIL STATION OFFICE, 70 FEET (21.3 M) NORTHWEST OF A RAILROAD
 MK2208'WATER HYDRANT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET
 MK2208'(6.1 CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1138 ***********************************************************************
 NM1138  DESIGNATION -  R 213
 NM1138  PID         -  NM1138
 NM1138  STATE/COUNTY-  NE/MADISON
 NM1138  COUNTRY     -  US
 NM1138  USGS QUAD   -  NORFOLK (2017)
 NM1138
 NM1138                         *CURRENT SURVEY CONTROL
 NM1138  ______________________________________________________________________
 NM1138* NAD 83(1986) POSITION- 42 03 15.     (N) 097 25 27.     (W)   SCALED
 NM1138* NAVD 88 ORTHO HEIGHT -   466.850 (meters)     1531.66  (feet) ADJUSTED
 NM1138  ______________________________________________________________________
 NM1138  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 NM1138  DYNAMIC HEIGHT  -        466.667 (meters)     1531.06  (feet) COMP
 NM1138  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 NM1138
 NM1138  VERT ORDER      -  FIRST     CLASS II
 NM1138
 NM1138.The horizontal coordinates were scaled from a map and have
 NM1138.an estimated accuracy of +/- 6 seconds.
 NM1138
 NM1138.The orthometric height was determined by differential leveling and
 NM1138.adjusted by the NATIONAL GEODETIC SURVEY
 NM1138.in June 1991.
 NM1138
 NM1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1138.GEOID18 height accuracy estimate available here.
 NM1138
 NM1138.Click photographs - Photos may exist for this station.
 NM1138
 NM1138.The dynamic height is computed by dividing the NAVD 88
 NM1138.geopotential number by the normal gravity value computed on the
 NM1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1138.degrees latitude (g = 980.6199 gals.).
 NM1138
 NM1138.The modeled gravity was interpolated from observed gravity values.
 NM1138
 NM1138;                    North         East    Units  Estimated Accuracy
 NM1138;SPC NE       -   249,750.      713,130.      MT  (+/- 180 meters Scaled)
 NM1138
 NM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM303569(NAD 83)
 NM1138
 NM1138                          SUPERSEDED SURVEY CONTROL
 NM1138
 NM1138  NGVD 29 (??/??/92)  466.669  (m)         1531.06   (f) ADJ UNCH    1 2
 NM1138
 NM1138.Superseded values are not recommended for survey control.
 NM1138
 NM1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1138.See file dsdata.pdf to determine how the superseded data were derived.
 NM1138
 NM1138_MARKER: DB = BENCH MARK DISK
 NM1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1138_STAMPING: R 213 1940
 NM1138_MARK LOGO: CGS
 NM1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1138+STABILITY: SURFACE MOTION
 NM1138
 NM1138  HISTORY     - Date     Condition        Report By
 NM1138  HISTORY     - 1940     MONUMENTED       CGS
 NM1138  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM1138
 NM1138                          STATION DESCRIPTION
 NM1138
 NM1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1138'1.7 MI N FROM NORFOLK.
 NM1138'1.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1138'FROM THE SEVENTH THE SEVENTH STREET STATION AT NORFOLK, MADISON
 NM1138'COUNTY, AT THE CROSSING OF AN EAST-AND WEST GRADED ROAD, 34
 NM1138'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30.5 FEET WEST
 NM1138'OF THE CENTERLINE OF THE TRACK, 5.5 FEET SOUTH OF A POLE, AND 3
 NM1138'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 NM1138'STAMPED R 213 1940 AND SET IN THE TOP OF A CONCRETE POST
 NM1138'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NM1138
 NM1138                          STATION RECOVERY (1963)
 NM1138
 NM1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0759 ***********************************************************************
 NP0759  DESIGNATION -  R 214 RESET
 NP0759  PID         -  NP0759
 NP0759  STATE/COUNTY-  NE/SHERIDAN
 NP0759  COUNTRY     -  US
 NP0759  USGS QUAD   -  JESSE LAKE (2017)
 NP0759
 NP0759                         *CURRENT SURVEY CONTROL
 NP0759  ______________________________________________________________________
 NP0759* NAD 83(1986) POSITION- 42 04 05.79   (N) 102 37 35.47   (W)   HD_HELD1
 NP0759* NAVD 88 ORTHO HEIGHT -  1187.32  (meters)     3895.4   (feet) RESET
 NP0759  ______________________________________________________________________
 NP0759  GEOID HEIGHT    -        -18.817 (meters)                     GEOID18
 NP0759  VERT ORDER      -  THIRD
 NP0759
 NP0759.The horizontal coordinates were determined by differentially corrected
 NP0759.hand held GPS observations or other comparable positioning techniques
 NP0759.and have an estimated accuracy of +/- 3 meters.
 NP0759
 NP0759.The orthometric height was computed from unverified reset data.
 NP0759
 NP0759.No vertical observational check was made to the station.
 NP0759
 NP0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0759.GEOID18 height accuracy estimate available here.
 NP0759
 NP0759.Click photographs - Photos may exist for this station.
 NP0759
 NP0759;                    North         East    Units  Estimated Accuracy
 NP0759;SPC NE       -   251,439.9     282,720.8     MT  (+/- 3 meters HH1 GPS) 
 NP0759
 NP0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9636160082(NAD 83)
 NP0759
 NP0759                          SUPERSEDED SURVEY CONTROL
 NP0759
 NP0759  NGVD 29 (01/31/13) 1186.75   (m)         3893.5    (f) RESET       3  
 NP0759
 NP0759.Superseded values are not recommended for survey control.
 NP0759
 NP0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0759.See file dsdata.pdf to determine how the superseded data were derived.
 NP0759
 NP0759_MARKER: DV = VERTICAL CONTROL DISK
 NP0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0759_STAMPING: R 214 1940 RESET 1990
 NP0759_MARK LOGO: NGS
 NP0759_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0759+STABILITY: SURFACE MOTION
 NP0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0759+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 NP0759
 NP0759  HISTORY     - Date     Condition        Report By
 NP0759  HISTORY     - 1990     MONUMENTED       NEDR
 NP0759  HISTORY     - 20070424 GOOD             NEDR
 NP0759
 NP0759                          STATION DESCRIPTION
 NP0759
 NP0759'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 NP0759'12.5 MI (20.1KM) EAST FROM ALLIANCE, 2.2 MI (3.5 KM) WEST FROM
 NP0759'ANTIOCH AND ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 2, BETWEEN THE
 NP0759'HIGHWAY AND THE BURLINGTON NORTHERN RAILROAD TRACKS, AND IN THE SOUH
 NP0759'1/4, SEC11, T24N, R46W.  TO REACH FROM THE T-INTERSECTION TO THE
 NP0759'SCHOOL, IN ANTIOCH, GO WEST ON STATE HIGHWAY 2 FOR 2.2 MI (3.5 KM) TO
 NP0759'THE MARK ON THE RIGHT.  THE MARK MAY ALSO BE REACHED FROM THE
 NP0759'JUNCTION OF U.S. HIGHWAY 385 AND STATE HIGHWAY 2, AT THE EAST EDGE
 NP0759'OF ALLIANCE, BY GOING EAST ON HIGHWAY 2 FOR 12.5 MI (20.1 KM) TO THE
 NP0759'MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 NP0759'MONUMENT THAT PROJECTS ABOUT 0.4 FT (0.1 M) ABOVE THE GROUND SURFACE.
 NP0759'IT IS 65.9 FT (20.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 NP0759'52.05 FT (15.86 M) SOUTH FROM THE SOUTH RAIL OF THE SOUTHERN SET OF
 NP0759'TRACKS AND 1.5 FT (0.5 M) NORTH FROM A WITNESS POST.  A BAR MAGNET
 NP0759'WAS PLACED INTO THE MARK.
 NP0759
 NP0759                          STATION RECOVERY (2007)
 NP0759
 NP0759'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0759'PLACED METAL WITNESS POST 2.7 FT. NORTH OF MARK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0542 ***********************************************************************
 LF0542  DESIGNATION -  R 215
 LF0542  PID         -  LF0542
 LF0542  STATE/COUNTY-  NE/RICHARDSON
 LF0542  COUNTRY     -  US
 LF0542  USGS QUAD   -  HUMBOLDT SE (2017)
 LF0542
 LF0542                         *CURRENT SURVEY CONTROL
 LF0542  ______________________________________________________________________
 LF0542* NAD 83(1986) POSITION- 40 06 40.     (N) 095 47 44.     (W)   SCALED
 LF0542* NAVD 88 ORTHO HEIGHT -   285.364 (meters)      936.23  (feet) ADJUSTED
 LF0542  ______________________________________________________________________
 LF0542  GEOID HEIGHT    -        -30.014 (meters)                     GEOID18
 LF0542  DYNAMIC HEIGHT  -        285.203 (meters)      935.70  (feet) COMP
 LF0542  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 LF0542
 LF0542  VERT ORDER      -  SECOND    CLASS 0
 LF0542
 LF0542.The horizontal coordinates were scaled from a map and have
 LF0542.an estimated accuracy of +/- 6 seconds.
 LF0542
 LF0542.The orthometric height was determined by differential leveling and
 LF0542.adjusted by the NATIONAL GEODETIC SURVEY
 LF0542.in June 1991.
 LF0542
 LF0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0542.GEOID18 height accuracy estimate available here.
 LF0542
 LF0542.Click photographs - Photos may exist for this station.
 LF0542
 LF0542.The dynamic height is computed by dividing the NAVD 88
 LF0542.geopotential number by the normal gravity value computed on the
 LF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0542.degrees latitude (g = 980.6199 gals.).
 LF0542
 LF0542.The modeled gravity was interpolated from observed gravity values.
 LF0542
 LF0542;                    North         East    Units  Estimated Accuracy
 LF0542;SPC NE       -    39,560.      858,290.      MT  (+/- 180 meters Scaled)
 LF0542
 LF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE617438(NAD 83)
 LF0542
 LF0542                          SUPERSEDED SURVEY CONTROL
 LF0542
 LF0542  NGVD 29 (??/??/92)  285.278  (m)          935.95   (f) ADJ UNCH    2 0
 LF0542
 LF0542.Superseded values are not recommended for survey control.
 LF0542
 LF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0542.See file dsdata.pdf to determine how the superseded data were derived.
 LF0542
 LF0542_MARKER: DB = BENCH MARK DISK
 LF0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0542_STAMPING: R 215 1945
 LF0542_MARK LOGO: CGS
 LF0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0542+STABILITY: SURFACE MOTION
 LF0542
 LF0542  HISTORY     - Date     Condition        Report By
 LF0542  HISTORY     - 1945     MONUMENTED       CGS
 LF0542  HISTORY     - 1981     GOOD             LOCSUR
 LF0542
 LF0542                          STATION DESCRIPTION
 LF0542
 LF0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0542'5.3 MI NW FROM SALEM.
 LF0542'5.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0542'RAILROAD FROM THE STATION AT SALEM, 2.0 MILES SOUTHEAST OF THE
 LF0542'STATION AT DAWSON, 7 POLES NORTHWEST ACROSS THE TRACK FROM
 LF0542'MILEPOST 31, 47.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LF0542'41 FEET WEST-SOUTHWEST OF A SEMAPHORE, AND 2 FEET EAST OF A
 LF0542'WHITE WOODEN WITNESS POST.  AN IRON BENCH MARK DISK, STAMPED
 LF0542'R 215 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LF0542'INCHES ABOVE GROUND.
 LF0542
 LF0542                          STATION RECOVERY (1981)
 LF0542
 LF0542'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0157 ***********************************************************************
 NN0157  DESIGNATION -  R 216
 NN0157  PID         -  NN0157
 NN0157  STATE/COUNTY-  NE/HOLT
 NN0157  COUNTRY     -  US
 NN0157  USGS QUAD   -  EWING (2017)
 NN0157
 NN0157                         *CURRENT SURVEY CONTROL
 NN0157  ______________________________________________________________________
 NN0157* NAD 83(1986) POSITION- 42 20 08.     (N) 098 18 03.     (W)   SCALED
 NN0157* NAVD 88 ORTHO HEIGHT -   609.158 (meters)     1998.55  (feet) ADJUSTED
 NN0157  ______________________________________________________________________
 NN0157  GEOID HEIGHT    -        -24.807 (meters)                     GEOID18
 NN0157  DYNAMIC HEIGHT  -        608.910 (meters)     1997.73  (feet) COMP
 NN0157  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 NN0157
 NN0157  VERT ORDER      -  FIRST     CLASS II
 NN0157
 NN0157.The horizontal coordinates were scaled from a map and have
 NN0157.an estimated accuracy of +/- 6 seconds.
 NN0157
 NN0157.The orthometric height was determined by differential leveling and
 NN0157.adjusted by the NATIONAL GEODETIC SURVEY
 NN0157.in June 1991.
 NN0157
 NN0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0157.GEOID18 height accuracy estimate available here.
 NN0157
 NN0157.Click photographs - Photos may exist for this station.
 NN0157
 NN0157.The dynamic height is computed by dividing the NAVD 88
 NN0157.geopotential number by the normal gravity value computed on the
 NN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0157.degrees latitude (g = 980.6199 gals.).
 NN0157
 NN0157.The modeled gravity was interpolated from observed gravity values.
 NN0157
 NN0157;                    North         East    Units  Estimated Accuracy
 NN0157;SPC NE       -   279,200.      639,990.      MT  (+/- 180 meters Scaled)
 NN0157
 NN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM575872(NAD 83)
 NN0157
 NN0157                          SUPERSEDED SURVEY CONTROL
 NN0157
 NN0157  NGVD 29 (??/??/92)  608.944  (m)         1997.84   (f) ADJ UNCH    1 2
 NN0157
 NN0157.Superseded values are not recommended for survey control.
 NN0157
 NN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0157.See file dsdata.pdf to determine how the superseded data were derived.
 NN0157
 NN0157_MARKER: DB = BENCH MARK DISK
 NN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0157_STAMPING: R 216 1946
 NN0157_MARK LOGO: CGS
 NN0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0157+STABILITY: SURFACE MOTION
 NN0157
 NN0157  HISTORY     - Date     Condition        Report By
 NN0157  HISTORY     - 1946     MONUMENTED       CGS
 NN0157  HISTORY     - 19940908 GOOD             NEDR
 NN0157
 NN0157                          STATION DESCRIPTION
 NN0157
 NN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0157'3.1 MI W FROM ORCHARD.
 NN0157'IN HOLT COUNTY, 3.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE
 NN0157'POST OFFICE AT ORCHARD, ANTELOPE COUNTY, AT THE ANTELOPE-HOLT
 NN0157'COUNTY LINE, AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT
 NN0157'ROAD, 67 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 38 FEET
 NN0157'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE
 NN0157'SOUTHWEST END OF A WIRE GATE, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0157'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN
 NN0157'THE HIGHWAY.  A STANDARD DISK, STAMPED R 216 1946 AND SET IN
 NN0157'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0157
 NN0157                          STATION RECOVERY (1994)
 NN0157
 NN0157'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0157'RECOVERED IN GOOD CONDITION, HOWEVER, IT WAS IN THE WAY OF ROAD
 NN0157'CONSTRUCTION.  R 216 RESET IN 1994 HAS BEEN ESTABLISHED NEARBY.  FOR
 NN0157'FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7414 ***********************************************************************
 AA7414  DESIGNATION -  R 216 RESET
 AA7414  PID         -  AA7414
 AA7414  STATE/COUNTY-  NE/HOLT
 AA7414  COUNTRY     -  US
 AA7414  USGS QUAD   -  EWING (2017)
 AA7414
 AA7414                         *CURRENT SURVEY CONTROL
 AA7414  ______________________________________________________________________
 AA7414* NAD 83(1986) POSITION- 42 20 08.     (N) 098 18 03.     (W)   SCALED
 AA7414* NAVD 88 ORTHO HEIGHT -   608.29  (+/-2cm)     1995.7   (feet) VERTCON
 AA7414  ______________________________________________________________________
 AA7414  GEOID HEIGHT    -        -24.807 (meters)                     GEOID18
 AA7414  VERT ORDER      -  THIRD (See Below)
 AA7414
 AA7414.The horizontal coordinates were scaled from a map and have
 AA7414.an estimated accuracy of +/- 6 seconds.
 AA7414
 AA7414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7414
 AA7414.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7414.GEOID18 height accuracy estimate available here.
 AA7414
 AA7414.The vertical order pertains to the NGVD 29 superseded value.
 AA7414
 AA7414.Click photographs - Photos may exist for this station.
 AA7414
 AA7414;                    North         East    Units  Estimated Accuracy
 AA7414;SPC NE       -   279,200.      639,990.      MT  (+/- 180 meters Scaled)
 AA7414
 AA7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM575872(NAD 83)
 AA7414
 AA7414                          SUPERSEDED SURVEY CONTROL
 AA7414
 AA7414  NGVD 29 (01/31/13)  608.08   (m)         1995.0    (f) RESET       3  
 AA7414
 AA7414.Superseded values are not recommended for survey control.
 AA7414
 AA7414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7414.See file dsdata.pdf to determine how the superseded data were derived.
 AA7414
 AA7414_MARKER: DV = VERTICAL CONTROL DISK
 AA7414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7414_STAMPING: R 216 RESET 1994
 AA7414_MARK LOGO: NGS
 AA7414_PROJECTION: FLUSH
 AA7414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7414+STABILITY: SURFACE MOTION
 AA7414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7414+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2018
 AA7414
 AA7414  HISTORY     - Date     Condition        Report By
 AA7414  HISTORY     - 1994     MONUMENTED       NEDR
 AA7414  HISTORY     - 20180419 GOOD             NEGS
 AA7414
 AA7414                          STATION DESCRIPTION
 AA7414
 AA7414'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7414'LOCATED ABOUT 4.8 KM (3.00 MI) WEST FROM ORCHARD, IN THE NE CORNER OF
 AA7414'SEC12, T27N, R9W AND ON ROAD RIGHT-OF-WAY, AT THE HOLT-ANTELOPE COUNTY
 AA7414'LINE. TO REACH FROM THE ORCHARD POST OFFICE, GO WEST ON U.S. HIGHWAY
 AA7414'20 FOR 3.05 MI (4.91 KM) TO THE HOLT-ANTELOPE COUNTY LINE THE MARK ON
 AA7414'THE LEFT, 144.5 M (474.1 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 AA7414'10.0 M (32.8 FT) WEST FROM THE CENTERLINE OF THE COUNTY ROAD, 19.775 M
 AA7414'(64.878 FT) EAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST,
 AA7414'6.890 M (22.605 FT) SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN A FENCE
 AA7414'POST, 4.548 M (14.921 FT) NORTH-NORTHEAST FROM A NAIL AND WASHER IN A
 AA7414'FENCE POST, 1.877 M (6.158 FT) SOUTH FROM A NAIL AND WASHER IN A THE
 AA7414'TOP OF A FENCE POST AND 0.240 M (0.787 FT) EAST FROM A WITNESS POST.
 AA7414'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 AA7414'WITH THE GROUND SURFACE.  A MAGNET IS EMBEDDED IN THE CONCRETE.
 AA7414
 AA7414                          STATION RECOVERY (2018)
 AA7414
 AA7414'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AA7414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0193 ***********************************************************************
 NN0193  DESIGNATION -  R 217
 NN0193  PID         -  NN0193
 NN0193  STATE/COUNTY-  NE/HOLT
 NN0193  COUNTRY     -  US
 NN0193  USGS QUAD   -  INMAN (2017)
 NN0193
 NN0193                         *CURRENT SURVEY CONTROL
 NN0193  ______________________________________________________________________
 NN0193* NAD 83(1986) POSITION- 42 27 02.     (N) 098 36 31.     (W)   SCALED
 NN0193* NAVD 88 ORTHO HEIGHT -   599.038 (meters)     1965.34  (feet) ADJUSTED
 NN0193  ______________________________________________________________________
 NN0193  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 NN0193  DYNAMIC HEIGHT  -        598.814 (meters)     1964.61  (feet) COMP
 NN0193  MODELED GRAVITY -    980,228.0   (mgal)                       NAVD 88
 NN0193
 NN0193  VERT ORDER      -  FIRST     CLASS II
 NN0193
 NN0193.The horizontal coordinates were scaled from a map and have
 NN0193.an estimated accuracy of +/- 6 seconds.
 NN0193
 NN0193.The orthometric height was determined by differential leveling and
 NN0193.adjusted by the NATIONAL GEODETIC SURVEY
 NN0193.in June 1991.
 NN0193
 NN0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0193.GEOID18 height accuracy estimate available here.
 NN0193
 NN0193.Click photographs - Photos may exist for this station.
 NN0193
 NN0193.The dynamic height is computed by dividing the NAVD 88
 NN0193.geopotential number by the normal gravity value computed on the
 NN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0193.degrees latitude (g = 980.6199 gals.).
 NN0193
 NN0193.The modeled gravity was interpolated from observed gravity values.
 NN0193
 NN0193;                    North         East    Units  Estimated Accuracy
 NN0193;SPC NE       -   291,510.      614,430.      MT  (+/- 180 meters Scaled)
 NN0193
 NN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM321998(NAD 83)
 NN0193
 NN0193                          SUPERSEDED SURVEY CONTROL
 NN0193
 NN0193  NGVD 29 (??/??/92)  598.843  (m)         1964.70   (f) ADJ UNCH    1 2
 NN0193
 NN0193.Superseded values are not recommended for survey control.
 NN0193
 NN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0193.See file dsdata.pdf to determine how the superseded data were derived.
 NN0193
 NN0193_MARKER: DB = BENCH MARK DISK
 NN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0193_STAMPING: R 217 1946
 NN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0193+STABILITY: SURFACE MOTION
 NN0193
 NN0193  HISTORY     - Date     Condition        Report By
 NN0193  HISTORY     - 1946     MONUMENTED       CGS
 NN0193
 NN0193                          STATION DESCRIPTION
 NN0193
 NN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0193'2.3 MI SE FROM O NEILL.
 NN0193'2.3 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0193'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0193'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, AND THENCE
 NN0193'1.0 MILE EAST ALONG A GRADED DIRT ROAD.  IT IS 61 YARDS WEST
 NN0193'OF A CONCRETE CULVERT, 51 FEET WEST OF A FENCE LINE, 28 FEET
 NN0193'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE,
 NN0193'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0193'THAN THE ROAD.  A STANDARD DISK, STAMPED R 217 1946 AND SET
 NN0193'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0420 ***********************************************************************
 NN0420  DESIGNATION -  R 218
 NN0420  PID         -  NN0420
 NN0420  STATE/COUNTY-  NE/HOLT
 NN0420  COUNTRY     -  US
 NN0420  USGS QUAD   -  STUART NE (2017)
 NN0420
 NN0420                         *CURRENT SURVEY CONTROL
 NN0420  ______________________________________________________________________
 NN0420* NAD 83(1986) POSITION- 42 40 52.11   (N) 099 06 31.42   (W)   HD_HELD1
 NN0420* NAVD 88 ORTHO HEIGHT -   645.994 (meters)     2119.40  (feet) ADJUSTED
 NN0420  ______________________________________________________________________
 NN0420  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 NN0420  DYNAMIC HEIGHT  -        645.747 (meters)     2118.59  (feet) COMP
 NN0420  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 NN0420
 NN0420  VERT ORDER      -  SECOND    CLASS 0
 NN0420
 NN0420.The horizontal coordinates were determined by differentially corrected
 NN0420.hand held GPS observations or other comparable positioning techniques
 NN0420.and have an estimated accuracy of +/- 3 meters.
 NN0420
 NN0420.The orthometric height was determined by differential leveling and
 NN0420.adjusted by the NATIONAL GEODETIC SURVEY
 NN0420.in June 1991.
 NN0420
 NN0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0420.GEOID18 height accuracy estimate available here.
 NN0420
 NN0420.Click photographs - Photos may exist for this station.
 NN0420
 NN0420.The dynamic height is computed by dividing the NAVD 88
 NN0420.geopotential number by the normal gravity value computed on the
 NN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0420.degrees latitude (g = 980.6199 gals.).
 NN0420
 NN0420.The modeled gravity was interpolated from observed gravity values.
 NN0420
 NN0420;                    North         East    Units  Estimated Accuracy
 NN0420;SPC NE       -   316,578.3     573,039.0     MT  (+/- 3 meters HH1 GPS) 
 NN0420
 NN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9109225412(NAD 83)
 NN0420
 NN0420                          SUPERSEDED SURVEY CONTROL
 NN0420
 NN0420  NGVD 29 (??/??/92)  645.755  (m)         2118.61   (f) ADJ UNCH    2 0
 NN0420
 NN0420.Superseded values are not recommended for survey control.
 NN0420
 NN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0420.See file dsdata.pdf to determine how the superseded data were derived.
 NN0420
 NN0420_MARKER: DB = BENCH MARK DISK
 NN0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0420_STAMPING: R 218 1946
 NN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0420+STABILITY: SURFACE MOTION
 NN0420
 NN0420  HISTORY     - Date     Condition        Report By
 NN0420  HISTORY     - 1946     MONUMENTED       CGS
 NN0420
 NN0420                          STATION DESCRIPTION
 NN0420
 NN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0420'9.1 MI N FROM STUART.
 NN0420'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0420'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0420'NO. 20, THENCE NORTH 6.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0420'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0420'AN EAST-WEST DIRT ROAD, 62.0 FEET WEST OF AND ABOUT 3.0 FEET
 NN0420'LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 29.0 FEET SOUTH
 NN0420'OF THE CENTER LINE OF THE EAST-WEST ROAD, 27.0 FEET WEST OF A
 NN0420'FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A
 NN0420'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED R 218 1946 SET IN
 NN0420'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NN0420'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0342 ***********************************************************************
 NN0342  DESIGNATION -  R 219
 NN0342  PID         -  NN0342
 NN0342  STATE/COUNTY-  NE/HOLT
 NN0342  COUNTRY     -  US
 NN0342  USGS QUAD   -  STUART (2017)
 NN0342
 NN0342                         *CURRENT SURVEY CONTROL
 NN0342  ______________________________________________________________________
 NN0342* NAD 83(1986) POSITION- 42 35 39.     (N) 099 08 35.     (W)   SCALED
 NN0342* NAVD 88 ORTHO HEIGHT -   654.759 (meters)     2148.16  (feet) ADJUSTED
 NN0342  ______________________________________________________________________
 NN0342  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 NN0342  DYNAMIC HEIGHT  -        654.503 (meters)     2147.32  (feet) COMP
 NN0342  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 NN0342
 NN0342  VERT ORDER      -  FIRST     CLASS II
 NN0342
 NN0342.The horizontal coordinates were scaled from a map and have
 NN0342.an estimated accuracy of +/- 6 seconds.
 NN0342
 NN0342.The orthometric height was determined by differential leveling and
 NN0342.adjusted by the NATIONAL GEODETIC SURVEY
 NN0342.in June 1991.
 NN0342
 NN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0342.GEOID18 height accuracy estimate available here.
 NN0342
 NN0342.Click photographs - Photos may exist for this station.
 NN0342
 NN0342.The dynamic height is computed by dividing the NAVD 88
 NN0342.geopotential number by the normal gravity value computed on the
 NN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0342.degrees latitude (g = 980.6199 gals.).
 NN0342
 NN0342.The modeled gravity was interpolated from observed gravity values.
 NN0342
 NN0342;                    North         East    Units  Estimated Accuracy
 NN0342;SPC NE       -   306,890.      570,320.      MT  (+/- 180 meters Scaled)
 NN0342
 NN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN882157(NAD 83)
 NN0342
 NN0342                          SUPERSEDED SURVEY CONTROL
 NN0342
 NN0342  NGVD 29 (??/??/92)  654.528  (m)         2147.40   (f) ADJ UNCH    1 2
 NN0342
 NN0342.Superseded values are not recommended for survey control.
 NN0342
 NN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0342.See file dsdata.pdf to determine how the superseded data were derived.
 NN0342
 NN0342_MARKER: DB = BENCH MARK DISK
 NN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0342_STAMPING: R 219 1946
 NN0342_MARK LOGO: CGS
 NN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0342+STABILITY: SURFACE MOTION
 NN0342
 NN0342  HISTORY     - Date     Condition        Report By
 NN0342  HISTORY     - 1946     MONUMENTED       CGS
 NN0342  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0342
 NN0342                          STATION DESCRIPTION
 NN0342
 NN0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0342'0.3 MI S FROM STUART.
 NN0342'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0342'HOLT COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 20, 104 FEET WEST
 NN0342'OF THE CENTERLINE OF MAIN STREET, 35 FEET NORTH OF THE CENTERLINE
 NN0342'OF THE HIGHWAY, 12.5 FEET NORTHEAST OF A POLE, 1 FOOT SOUTH OF A
 NN0342'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 NN0342'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 219 1946
 NN0342'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0342'GROUND.
 NN0342
 NN0342                          STATION RECOVERY (1982)
 NN0342
 NN0342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0154 ***********************************************************************
 MM0154  DESIGNATION -  R 22 RESET
 MM0154  PID         -  MM0154
 MM0154  STATE/COUNTY-  NE/MCPHERSON
 MM0154  COUNTRY     -  US
 MM0154  USGS QUAD   -  TRYON (2017)
 MM0154
 MM0154                         *CURRENT SURVEY CONTROL
 MM0154  ______________________________________________________________________
 MM0154* NAD 83(1986) POSITION- 41 34 16.     (N) 100 57 49.     (W)   SCALED
 MM0154* NAVD 88 ORTHO HEIGHT -  1019.27  (meters)     3344.1   (feet) RESET
 MM0154  ______________________________________________________________________
 MM0154  GEOID HEIGHT    -        -21.536 (meters)                     GEOID18
 MM0154  VERT ORDER      -  THIRD
 MM0154
 MM0154.The horizontal coordinates were scaled from a map and have
 MM0154.an estimated accuracy of +/- 6 seconds.
 MM0154
 MM0154.The orthometric height was computed from unverified reset data.
 MM0154
 MM0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0154.GEOID18 height accuracy estimate available here.
 MM0154
 MM0154.Click photographs - Photos may exist for this station.
 MM0154
 MM0154;                    North         East    Units  Estimated Accuracy
 MM0154;SPC NE       -   193,390.      419,660.      MT  (+/- 180 meters Scaled)
 MM0154
 MM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM362040(NAD 83)
 MM0154
 MM0154                          SUPERSEDED SURVEY CONTROL
 MM0154
 MM0154.No superseded survey control is available for this station.
 MM0154
 MM0154_MARKER: DB = BENCH MARK DISK
 MM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0154_STAMPING: R 22 RESET 1970
 MM0154_MARK LOGO: CGS
 MM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0154+STABILITY: SURFACE MOTION
 MM0154
 MM0154  HISTORY     - Date     Condition        Report By
 MM0154  HISTORY     - 1970     MONUMENTED       NGS
 MM0154  HISTORY     - 20150610 GOOD             NEGS
 MM0154
 MM0154                          STATION DESCRIPTION
 MM0154
 MM0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MM0154'1.5 MI W FROM TRYON.
 MM0154'.1 MILE WEST OF MC PHERSON COUNTY COURTHOUSE, ALONG THE 1970 ROUTE
 MM0154'OF STATE HIGHWAY 92, TO THE JUNCTION OF STATE HIGHWAYS 92 AND
 MM0154'97, THEN 1.35 MILES NORTH ON STATE HIGHWAY 97, 70 FEET WEST OF
 MM0154'THE CENTER LINE, 5 FEET EAST OF A FENCE, 8 FEET EAST OF A POWER
 MM0154'POLE, AND 3 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, SET IN
 MM0154'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 MM0154
 MM0154                          STATION RECOVERY (2015)
 MM0154
 MM0154'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0386 ***********************************************************************
 NN0386  DESIGNATION -  R 220
 NN0386  PID         -  NN0386
 NN0386  STATE/COUNTY-  NE/KEYA PAHA
 NN0386  COUNTRY     -  US
 NN0386  USGS QUAD   -  JAMISON (2017)
 NN0386
 NN0386                         *CURRENT SURVEY CONTROL
 NN0386  ______________________________________________________________________
 NN0386* NAD 83(1986) POSITION- 42 53 27.     (N) 099 20 08.     (W)   SCALED
 NN0386* NAVD 88 ORTHO HEIGHT -   609.404 (meters)     1999.35  (feet) ADJUSTED
 NN0386  ______________________________________________________________________
 NN0386  GEOID HEIGHT    -        -24.678 (meters)                     GEOID18
 NN0386  DYNAMIC HEIGHT  -        609.176 (meters)     1998.60  (feet) COMP
 NN0386  MODELED GRAVITY -    980,227.6   (mgal)                       NAVD 88
 NN0386
 NN0386  VERT ORDER      -  SECOND    CLASS 0
 NN0386
 NN0386.The horizontal coordinates were scaled from a map and have
 NN0386.an estimated accuracy of +/- 6 seconds.
 NN0386
 NN0386.The orthometric height was determined by differential leveling and
 NN0386.adjusted by the NATIONAL GEODETIC SURVEY
 NN0386.in June 1991.
 NN0386
 NN0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0386.GEOID18 height accuracy estimate available here.
 NN0386
 NN0386.Click photographs - Photos may exist for this station.
 NN0386
 NN0386.The dynamic height is computed by dividing the NAVD 88
 NN0386.geopotential number by the normal gravity value computed on the
 NN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0386.degrees latitude (g = 980.6199 gals.).
 NN0386
 NN0386.The modeled gravity was interpolated from observed gravity values.
 NN0386
 NN0386;                    North         East    Units  Estimated Accuracy
 NN0386;SPC NE       -   339,700.      554,270.      MT  (+/- 180 meters Scaled)
 NN0386
 NN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726487(NAD 83)
 NN0386
 NN0386                          SUPERSEDED SURVEY CONTROL
 NN0386
 NN0386  NGVD 29 (??/??/92)  609.124  (m)         1998.43   (f) ADJ UNCH    2 0
 NN0386
 NN0386.Superseded values are not recommended for survey control.
 NN0386
 NN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0386.See file dsdata.pdf to determine how the superseded data were derived.
 NN0386
 NN0386_MARKER: DB = BENCH MARK DISK
 NN0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0386_STAMPING: R 220 1946
 NN0386_MARK LOGO: CGS
 NN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0386+STABILITY: SURFACE MOTION
 NN0386
 NN0386  HISTORY     - Date     Condition        Report By
 NN0386  HISTORY     - 1946     MONUMENTED       CGS
 NN0386  HISTORY     - 1973     GOOD             NGS
 NN0386
 NN0386                          STATION DESCRIPTION
 NN0386
 NN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0386'3.5 MI S FROM BROCKSBURG.
 NN0386'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 3.5 MILES
 NN0386'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 NN0386'150 YARDS NORTH OF A GROVE OF COTTONWOOD TREES ON THE WEST SIDE
 NN0386'OF THE ROAD, 35.0 FEET WEST OF AND ABOUT 1.0 FOOT HIGHER THAN
 NN0386'THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF AN EAST-WEST
 NN0386'FENCE LINE, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE AND 1.0 FOOT
 NN0386'NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NN0386'R 220 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NN0386'ABOUT 3 INCHES ABOVE GROUND.
 NN0386
 NN0386                          STATION RECOVERY (1973)
 NN0386
 NN0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0387 ***********************************************************************
 NN0387  DESIGNATION -  R 220 RESET
 NN0387  PID         -  NN0387
 NN0387  STATE/COUNTY-  NE/KEYA PAHA
 NN0387  COUNTRY     -  US
 NN0387  USGS QUAD   -  JAMISON (2017)
 NN0387
 NN0387                         *CURRENT SURVEY CONTROL
 NN0387  ______________________________________________________________________
 NN0387* NAD 83(1986) POSITION- 42 53 27.     (N) 099 20 08.     (W)   SCALED
 NN0387* NAVD 88 ORTHO HEIGHT -   609.55  (meters)     1999.8   (feet) RESET
 NN0387  ______________________________________________________________________
 NN0387  GEOID HEIGHT    -        -24.678 (meters)                     GEOID18
 NN0387  VERT ORDER      -  THIRD
 NN0387
 NN0387.The horizontal coordinates were scaled from a map and have
 NN0387.an estimated accuracy of +/- 6 seconds.
 NN0387
 NN0387.The orthometric height was computed from unverified reset data.
 NN0387
 NN0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0387.GEOID18 height accuracy estimate available here.
 NN0387
 NN0387.Click photographs - Photos may exist for this station.
 NN0387
 NN0387;                    North         East    Units  Estimated Accuracy
 NN0387;SPC NE       -   339,700.      554,270.      MT  (+/- 180 meters Scaled)
 NN0387
 NN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726487(NAD 83)
 NN0387
 NN0387                          SUPERSEDED SURVEY CONTROL
 NN0387
 NN0387.No superseded survey control is available for this station.
 NN0387
 NN0387_MARKER: DV = VERTICAL CONTROL DISK
 NN0387_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0387+WITH SETTING: INTO GROUND
 NN0387_STAMPING: R 220 RESET 1973
 NN0387_MARK LOGO: NGS
 NN0387_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0387+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 NN0387
 NN0387  HISTORY     - Date     Condition        Report By
 NN0387  HISTORY     - 1973     MONUMENTED       NGS
 NN0387  HISTORY     - 20141210 GOOD             INDIV
 NN0387
 NN0387                          STATION DESCRIPTION
 NN0387
 NN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NN0387'2.8 MI S FROM BROCKSBURG.
 NN0387'TO REACH THE BENCH MARK FROM THE OLD SCHOOL BUILDING AT
 NN0387'BROCKSBURG, GO SOUTH ON HIGHWAY 137 FOR 2.85 MILES TO THE BENCH
 NN0387'MARK ON THE RIGHT, ABOUT 100 YARDS NORTH OF A GROVE OF COTTONWOOD
 NN0387'TREES, 8 FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT SOUTH OF A
 NN0387'METAL WITNESS POST AND 75 FEET WEST OF THE CENTER OF HIGHWAY 137.
 NN0387'THE BENCH MARK IS A STANDARD DISK STAMPED R 220 RESET 1973,
 NN0387'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, WITH A 10
 NN0387'STEEL PLATED BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 NN0387'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 NN0387
 NN0387                          STATION RECOVERY (2014)
 NN0387
 NN0387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0387'FOUND IN GOOD CONDITION, 3.75 FT. NNE OF ROW MARKER, 16 FT. SOUTH OF
 NN0387'FENCE LINE GOING WEST, 0.3 FT.BELOW SURFACE AT MILE MARKER 20+84 ON
 NN0387'HWY 137.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1257 ***********************************************************************
 NM1257  DESIGNATION -  R 221
 NM1257  PID         -  NM1257
 NM1257  STATE/COUNTY-  NE/PIERCE
 NM1257  COUNTRY     -  US
 NM1257  USGS QUAD   -  PLAINVIEW (2017)
 NM1257
 NM1257                         *CURRENT SURVEY CONTROL
 NM1257  ______________________________________________________________________
 NM1257* NAD 83(1986) POSITION- 42 20 11.     (N) 097 46 24.     (W)   SCALED
 NM1257* NAVD 88 ORTHO HEIGHT -   509.481 (meters)     1671.52  (feet) ADJUSTED
 NM1257  ______________________________________________________________________
 NM1257  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 NM1257  DYNAMIC HEIGHT  -        509.291 (meters)     1670.90  (feet) COMP
 NM1257  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 NM1257
 NM1257  VERT ORDER      -  FIRST     CLASS II
 NM1257
 NM1257.The horizontal coordinates were scaled from a map and have
 NM1257.an estimated accuracy of +/- 6 seconds.
 NM1257
 NM1257.The orthometric height was determined by differential leveling and
 NM1257.adjusted by the NATIONAL GEODETIC SURVEY
 NM1257.in June 1991.
 NM1257
 NM1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1257.GEOID18 height accuracy estimate available here.
 NM1257
 NM1257.Click photographs - Photos may exist for this station.
 NM1257
 NM1257.The dynamic height is computed by dividing the NAVD 88
 NM1257.geopotential number by the normal gravity value computed on the
 NM1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1257.degrees latitude (g = 980.6199 gals.).
 NM1257
 NM1257.The modeled gravity was interpolated from observed gravity values.
 NM1257
 NM1257;                    North         East    Units  Estimated Accuracy
 NM1257;SPC NE       -   280,280.      683,440.      MT  (+/- 180 meters Scaled)
 NM1257
 NM1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM010878(NAD 83)
 NM1257
 NM1257                          SUPERSEDED SURVEY CONTROL
 NM1257
 NM1257  NGVD 29 (??/??/92)  509.297  (m)         1670.92   (f) ADJ UNCH    1 2
 NM1257
 NM1257.Superseded values are not recommended for survey control.
 NM1257
 NM1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1257.See file dsdata.pdf to determine how the superseded data were derived.
 NM1257
 NM1257_MARKER: DB = BENCH MARK DISK
 NM1257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1257_SP_SET: CULVERT HEADWALL
 NM1257_STAMPING: R 221 1946
 NM1257_MARK LOGO: CGS
 NM1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1257+STABILITY: SURFACE MOTION
 NM1257
 NM1257  HISTORY     - Date     Condition        Report By
 NM1257  HISTORY     - 1946     MONUMENTED       CGS
 NM1257  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1257
 NM1257                          STATION DESCRIPTION
 NM1257
 NM1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1257'1.9 MI SE FROM PLAINVIEW.
 NM1257'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 NM1257'U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, AT THE INTERSECTION
 NM1257'OF AN EAST-AND-WEST DIRT ROAD, 39 FEET SOUTHWEST OF THE CENTERLINE
 NM1257'OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE DIRT ROAD, IN THE
 NM1257'TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET NORTH OF THE
 NM1257'CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN THE HIGHWAY.
 NM1257'A STANDARD DISK, STAMPED R 221 1946.
 NM1257
 NM1257                          STATION RECOVERY (1999)
 NM1257
 NM1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1257'THERE IS A NEW CULVERT AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0154 ***********************************************************************
 NN0154  DESIGNATION -  R 222
 NN0154  PID         -  NN0154
 NN0154  STATE/COUNTY-  NE/ANTELOPE
 NN0154  COUNTRY     -  US
 NN0154  USGS QUAD   -  ORCHARD (2017)
 NN0154
 NN0154                         *CURRENT SURVEY CONTROL
 NN0154  ______________________________________________________________________
 NN0154* NAD 83(1986) POSITION- 42 20 08.     (N) 098 14 31.     (W)   SCALED
 NN0154* NAVD 88 ORTHO HEIGHT -   593.481 (meters)     1947.11  (feet) ADJUSTED
 NN0154  ______________________________________________________________________
 NN0154  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 NN0154  DYNAMIC HEIGHT  -        593.238 (meters)     1946.32  (feet) COMP
 NN0154  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 NN0154
 NN0154  VERT ORDER      -  FIRST     CLASS II
 NN0154
 NN0154.The horizontal coordinates were scaled from a map and have
 NN0154.an estimated accuracy of +/- 6 seconds.
 NN0154
 NN0154.The orthometric height was determined by differential leveling and
 NN0154.adjusted by the NATIONAL GEODETIC SURVEY
 NN0154.in June 1991.
 NN0154
 NN0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0154.GEOID18 height accuracy estimate available here.
 NN0154
 NN0154.Click photographs - Photos may exist for this station.
 NN0154
 NN0154.The dynamic height is computed by dividing the NAVD 88
 NN0154.geopotential number by the normal gravity value computed on the
 NN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0154.degrees latitude (g = 980.6199 gals.).
 NN0154
 NN0154.The modeled gravity was interpolated from observed gravity values.
 NN0154
 NN0154;                    North         East    Units  Estimated Accuracy
 NN0154;SPC NE       -   279,290.      644,840.      MT  (+/- 180 meters Scaled)
 NN0154
 NN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM624873(NAD 83)
 NN0154
 NN0154                          SUPERSEDED SURVEY CONTROL
 NN0154
 NN0154  NGVD 29 (??/??/92)  593.268  (m)         1946.41   (f) ADJ UNCH    1 2
 NN0154
 NN0154.Superseded values are not recommended for survey control.
 NN0154
 NN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0154.See file dsdata.pdf to determine how the superseded data were derived.
 NN0154
 NN0154_MARKER: DB = BENCH MARK DISK
 NN0154_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NN0154_SP_SET: PILLAR
 NN0154_STAMPING: R 222 1946
 NN0154_MARK LOGO: CGS
 NN0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0154+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1992
 NN0154
 NN0154  HISTORY     - Date     Condition        Report By
 NN0154  HISTORY     - 1946     MONUMENTED       CGS
 NN0154  HISTORY     - 19920312 GOOD             NEDR
 NN0154
 NN0154                          STATION DESCRIPTION
 NN0154
 NN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0154'AT ORCHARD.
 NN0154'AT ORCHARD, ANTELOPE COUNTY, ON MAIN STREET (U.S. HIGHWAY 20),
 NN0154'ONE HALF BLOCK WEST OF THE INTERSECTION OF WINDOM STREET, AT A
 NN0154'BUILDING OWNED BY W.G. GOULTER, 42 FEET NORTH OF THE CENTERLINE
 NN0154'OF MAIN STREET IN THE EAST FACE OF THE SOUTHEAST BRICK PILLAR OF
 NN0154'THE BUILDING, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK,
 NN0154'STAMPED R 222 1946 AND SET VERTICALLY.
 NN0154
 NN0154                          STATION RECOVERY (1992)
 NN0154
 NN0154'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 NN0154'MARK WAS RECOVERED IN GOOD CONDITION.  MARK WAS IN DANGER OF BEING
 NN0154'DESTROYED.  RESET MARK WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0834 ***********************************************************************
 NN0834  DESIGNATION -  R 222 RESET
 NN0834  PID         -  NN0834
 NN0834  STATE/COUNTY-  NE/ANTELOPE
 NN0834  COUNTRY     -  US
 NN0834  USGS QUAD   -  ORCHARD (2017)
 NN0834
 NN0834                         *CURRENT SURVEY CONTROL
 NN0834  ______________________________________________________________________
 NN0834* NAD 83(1986) POSITION- 42 20 08.     (N) 098 14 31.     (W)   SCALED
 NN0834* NAVD 88 ORTHO HEIGHT -   592.04  (meters)     1942.4   (feet) RESET
 NN0834  ______________________________________________________________________
 NN0834  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 NN0834  VERT ORDER      -  THIRD
 NN0834
 NN0834.The horizontal coordinates were scaled from a map and have
 NN0834.an estimated accuracy of +/- 6 seconds.
 NN0834
 NN0834.The orthometric height was computed from unverified reset data.
 NN0834
 NN0834.No vertical observational check was made to the station.
 NN0834
 NN0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0834.GEOID18 height accuracy estimate available here.
 NN0834
 NN0834.Click photographs - Photos may exist for this station.
 NN0834
 NN0834;                    North         East    Units  Estimated Accuracy
 NN0834;SPC NE       -   279,290.      644,840.      MT  (+/- 180 meters Scaled)
 NN0834
 NN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM624873(NAD 83)
 NN0834
 NN0834                          SUPERSEDED SURVEY CONTROL
 NN0834
 NN0834  NGVD 29 (01/31/13)  591.83   (m)         1941.7    (f) RESET       3  
 NN0834
 NN0834.Superseded values are not recommended for survey control.
 NN0834
 NN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0834.See file dsdata.pdf to determine how the superseded data were derived.
 NN0834
 NN0834_MARKER: DV = VERTICAL CONTROL DISK
 NN0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0834_STAMPING: R 222 RESET 1992
 NN0834_MARK LOGO: NGS
 NN0834_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NN0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0834+STABILITY: SURFACE MOTION
 NN0834
 NN0834  HISTORY     - Date     Condition        Report By
 NN0834  HISTORY     - 1992     MONUMENTED       NEDR
 NN0834
 NN0834                          STATION DESCRIPTION
 NN0834
 NN0834'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 NN0834'IN ORCHARD, ON MAIN STREET, WHICH IS ALSO U.S. HIGHWAY 20 AND IN THE
 NN0834'NORTHEAST CORNER OF THE ORCHARD CITY PARK, 810 FT (246.9 M) WEST FROM
 NN0834'THE POST OFFICE BUILDING.  THE DISK IS SET INTO THE TOP OF A ROUND
 NN0834'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.0
 NN0834'FT (15.5 M) SOUTH FROM THE CENTERLINE OF MAIN STREET, 10.0 FT (3.0 M)
 NN0834'NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE BLOCK BUILDING
 NN0834'FOR THE RESTROOMS, 1.5 FT (0.5 M) NORTH FROM A POWER POLE AND 1.2 FT
 NN0834'(0.4 M) NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0401 ***********************************************************************
 NN0401  DESIGNATION -  R 223
 NN0401  PID         -  NN0401
 NN0401  STATE/COUNTY-  NE/BOYD
 NN0401  COUNTRY     -  US
 NN0401  USGS QUAD   -  NAPER SW (2017)
 NN0401
 NN0401                         *CURRENT SURVEY CONTROL
 NN0401  ______________________________________________________________________
 NN0401* NAD 83(1986) POSITION- 42 52 11.     (N) 099 08 21.     (W)   SCALED
 NN0401* NAVD 88 ORTHO HEIGHT -   581.374 (meters)     1907.39  (feet) ADJUSTED
 NN0401  ______________________________________________________________________
 NN0401  GEOID HEIGHT    -        -24.967 (meters)                     GEOID18
 NN0401  DYNAMIC HEIGHT  -        581.161 (meters)     1906.69  (feet) COMP
 NN0401  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 NN0401
 NN0401  VERT ORDER      -  SECOND    CLASS 0
 NN0401
 NN0401.The horizontal coordinates were scaled from a map and have
 NN0401.an estimated accuracy of +/- 6 seconds.
 NN0401
 NN0401.The orthometric height was determined by differential leveling and
 NN0401.adjusted by the NATIONAL GEODETIC SURVEY
 NN0401.in June 1991.
 NN0401
 NN0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0401.GEOID18 height accuracy estimate available here.
 NN0401
 NN0401.Click photographs - Photos may exist for this station.
 NN0401
 NN0401.The dynamic height is computed by dividing the NAVD 88
 NN0401.geopotential number by the normal gravity value computed on the
 NN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0401.degrees latitude (g = 980.6199 gals.).
 NN0401
 NN0401.The modeled gravity was interpolated from observed gravity values.
 NN0401
 NN0401;                    North         East    Units  Estimated Accuracy
 NN0401;SPC NE       -   337,500.      570,340.      MT  (+/- 180 meters Scaled)
 NN0401
 NN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN886463(NAD 83)
 NN0401
 NN0401                          SUPERSEDED SURVEY CONTROL
 NN0401
 NN0401  NGVD 29 (??/??/92)  581.119  (m)         1906.55   (f) ADJ UNCH    2 0
 NN0401
 NN0401.Superseded values are not recommended for survey control.
 NN0401
 NN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0401.See file dsdata.pdf to determine how the superseded data were derived.
 NN0401
 NN0401_MARKER: DB = BENCH MARK DISK
 NN0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0401_STAMPING: R 223 1946
 NN0401_MARK LOGO: CGS
 NN0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0401+STABILITY: SURFACE MOTION
 NN0401
 NN0401  HISTORY     - Date     Condition        Report By
 NN0401  HISTORY     - 1946     MONUMENTED       CGS
 NN0401
 NN0401                          STATION DESCRIPTION
 NN0401
 NN0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0401'15 MI SE FROM BROCKSBURG.
 NN0401'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0401'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0401'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD,
 NN0401'THENCE EAST 7.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 NN0401'BENCH MARK IS 22.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0401'LINE OF THE ROAD, 7.0 FEET WEST OF A NORTH-SOUTH SECTION LINE
 NN0401'FENCE, 1.0 FOOT NORTH OF AN EAST-WEST FENCE AND 1.0 FOOT EAST OF
 NN0401'A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED R 223 1946 SET
 NN0401'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0401'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2000 ***********************************************************************
 NM2000  DESIGNATION -  R 224 RESET
 NM2000  PID         -  NM2000
 NM2000  STATE/COUNTY-  NE/MADISON
 NM2000  COUNTRY     -  US
 NM2000  USGS QUAD   -  NORFOLK (2017)
 NM2000
 NM2000                         *CURRENT SURVEY CONTROL
 NM2000  ______________________________________________________________________
 NM2000* NAD 83(1986) POSITION- 42 02 51.     (N) 097 24 14.     (W)   SCALED
 NM2000* NAVD 88 ORTHO HEIGHT -   464.01  (meters)     1522.3   (feet) RESET
 NM2000  ______________________________________________________________________
 NM2000  GEOID HEIGHT    -        -24.810 (meters)                     GEOID18
 NM2000  VERT ORDER      -  THIRD
 NM2000
 NM2000.The horizontal coordinates were scaled from a map and have
 NM2000.an estimated accuracy of +/- 6 seconds.
 NM2000
 NM2000.The orthometric height was computed from unverified reset data.
 NM2000
 NM2000.No vertical observational check was made to the station.
 NM2000
 NM2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2000.GEOID18 height accuracy estimate available here.
 NM2000
 NM2000.Click photographs - Photos may exist for this station.
 NM2000
 NM2000;                    North         East    Units  Estimated Accuracy
 NM2000;SPC NE       -   249,060.      714,830.      MT  (+/- 180 meters Scaled)
 NM2000
 NM2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM320562(NAD 83)
 NM2000
 NM2000                          SUPERSEDED SURVEY CONTROL
 NM2000
 NM2000  NGVD 29 (01/31/13)  463.83   (m)         1521.7    (f) RESET       3  
 NM2000
 NM2000.Superseded values are not recommended for survey control.
 NM2000
 NM2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2000.See file dsdata.pdf to determine how the superseded data were derived.
 NM2000
 NM2000_MARKER: DV = VERTICAL CONTROL DISK
 NM2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2000_STAMPING: R 224 1947 RESET 1991
 NM2000_MARK LOGO: NGS
 NM2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2000+STABILITY: SURFACE MOTION
 NM2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2000+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 NM2000
 NM2000  HISTORY     - Date     Condition        Report By
 NM2000  HISTORY     - 1991     MONUMENTED       NEDR
 NM2000  HISTORY     - 20100504 GOOD             INDIV
 NM2000
 NM2000                          STATION DESCRIPTION
 NM2000
 NM2000'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 NM2000'IN NORFOLK, AT THE BENJAMIN STREET CROSSING OF A RAILROAD TRACKS,
 NM2000'FROM THE POST OFFICE, AT THE INTERSECTION OF 4TH STREET AND PROSPECT
 NM2000'AVENUE, GO NORTHWEST ON 4TH STREET AND RIVERSIDE AVENUE FOR 0.8 MI
 NM2000'(1.3 KM) TO THE INTERSECTION OF RIVERSIDE AVENUE AND BENJAMIN AVENUE.
 NM2000'TURN RIGHT AND GO EAST ON BENJAMIN AVENUE FOR 0.5 MI (0.8 KM) TO THE
 NM2000'INTERSECTION WITH 1ST STREET.  CONTINUE EAST ON BENJAMIN AVENUE FOR
 NM2000'0.35 MI (0.56 KM) TO A RAILROAD CROSSING AND THE BENCH MARK IN THE
 NM2000'NORTHWEST ANGLE OF THE CROSSING, IN THE TOP OF A ROUND CONCRETE
 NM2000'MONUMENT THAT PROJECTS ABOUT 0.4 FT (0.1 M) ABOVE THE GROUND SURFACE.
 NM2000'IT IS 132 FT (40.2 M) NORTH FROM THE CENTERLINE OF BENJAMIN AVENUE,
 NM2000'50.43 FT (15.37 M) WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS,
 NM2000'23.11 FT (7.04 M) NORTH-NORTHEAST FROM A POWER POLE, 1.9 FT (0.6 M)
 NM2000'SOUTH FROM A WITNESS POST AND ABOUT 5 FT (1.5 M) BELOW THE TRACKS.
 NM2000
 NM2000                          STATION RECOVERY (2010)
 NM2000
 NM2000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 NM2000'REAL TIME NETWORK GPS OBSERVATION
 NM2000'42 02'51.649 ''N    97 24'13.758''W
 NM2000'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0614 ***********************************************************************
 NM0614  DESIGNATION -  R 225
 NM0614  PID         -  NM0614
 NM0614  STATE/COUNTY-  NE/WAYNE
 NM0614  COUNTRY     -  US
 NM0614  USGS QUAD   -  ALTONA NW (2017)
 NM0614
 NM0614                         *CURRENT SURVEY CONTROL
 NM0614  ______________________________________________________________________
 NM0614* NAD 83(1986) POSITION- 42 14 08.     (N) 096 59 11.     (W)   SCALED
 NM0614* NAVD 88 ORTHO HEIGHT -   437.321 (meters)     1434.78  (feet) ADJUSTED
 NM0614  ______________________________________________________________________
 NM0614  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 NM0614  DYNAMIC HEIGHT  -        437.170 (meters)     1434.28  (feet) COMP
 NM0614  MODELED GRAVITY -    980,263.3   (mgal)                       NAVD 88
 NM0614
 NM0614  VERT ORDER      -  FIRST     CLASS II
 NM0614
 NM0614.This mark is at Wayne Municipal Airport (LCG)
 NM0614
 NM0614.The horizontal coordinates were scaled from a map and have
 NM0614.an estimated accuracy of +/- 6 seconds.
 NM0614
 NM0614.The orthometric height was determined by differential leveling and
 NM0614.adjusted by the NATIONAL GEODETIC SURVEY
 NM0614.in June 1991.
 NM0614
 NM0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0614.GEOID18 height accuracy estimate available here.
 NM0614
 NM0614.Click photographs - Photos may exist for this station.
 NM0614
 NM0614.The dynamic height is computed by dividing the NAVD 88
 NM0614.geopotential number by the normal gravity value computed on the
 NM0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0614.degrees latitude (g = 980.6199 gals.).
 NM0614
 NM0614.The modeled gravity was interpolated from observed gravity values.
 NM0614
 NM0614;                    North         East    Units  Estimated Accuracy
 NM0614;SPC NE       -   271,050.      748,640.      MT  (+/- 180 meters Scaled)
 NM0614
 NM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661778(NAD 83)
 NM0614
 NM0614                          SUPERSEDED SURVEY CONTROL
 NM0614
 NM0614  NGVD 29 (??/??/92)  437.144  (m)         1434.20   (f) ADJ UNCH    1 2
 NM0614
 NM0614.Superseded values are not recommended for survey control.
 NM0614
 NM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0614.See file dsdata.pdf to determine how the superseded data were derived.
 NM0614
 NM0614_MARKER: DB = BENCH MARK DISK
 NM0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0614_STAMPING: R 225 1947
 NM0614_MARK LOGO: CGS
 NM0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0614+STABILITY: SURFACE MOTION
 NM0614
 NM0614  HISTORY     - Date     Condition        Report By
 NM0614  HISTORY     - 1947     MONUMENTED       CGS
 NM0614
 NM0614                          STATION DESCRIPTION
 NM0614
 NM0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0614'2 MI NE FROM WAYNE.
 NM0614'TO REACH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0614'RAILWAY STATION AT WAYNE, PROCEED 0.45 MILE NORTH ALONG STATE
 NM0614'HIGHWAYS NO. 15 AND NO. 35 (MAIN STREET) TO THE JUNCTION OF
 NM0614'SEVENTH STREET, THENCE 1.6 MILE EAST ALONG SEVENTH STREET AND
 NM0614'A GRAVEL ROAD TO THE WAYNE MUNICIPAL AIRPORT.  BENCH MARK IS
 NM0614'124.5 FEET WEST OF THE STEEL END POST WHICH IS AT THE SOUTH
 NM0614'END OF A HEAVY NET WIRE AND IRON PIPE FENCE LINE, 100.5 FEET
 NM0614'SOUTH OF THE SOUTHEAST CORNER OF AND IN LINE WITH THE EAST SIDE
 NM0614'OF THE ADMINISTRATION BUILDING, 43.0 FEET EAST OF THE CENTER
 NM0614'OF THE ENTRANCE DRIVE-WAY TO THE AIRPORT, 39.0 FEET NORTH OF
 NM0614'THE CENTER OF AN EAST-WEST GRAVEL ROAD, 2.5 FEET EAST OF A
 NM0614'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM0614'AS THE ROAD AND THE DRIVE-WAY AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0615 ***********************************************************************
 NM0615  DESIGNATION -  R 225 RESET
 NM0615  PID         -  NM0615
 NM0615  STATE/COUNTY-  NE/WAYNE
 NM0615  COUNTRY     -  US
 NM0615  USGS QUAD   -  ALTONA NW (2017)
 NM0615
 NM0615                         *CURRENT SURVEY CONTROL
 NM0615  ______________________________________________________________________
 NM0615* NAD 83(1986) POSITION- 42 14 08.     (N) 096 59 11.     (W)   SCALED
 NM0615* NAVD 88 ORTHO HEIGHT -   437.11  (meters)     1434.1   (feet) RESET
 NM0615  ______________________________________________________________________
 NM0615  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 NM0615  VERT ORDER      -  THIRD
 NM0615
 NM0615.This mark is at Wayne Municipal Airport (LCG)
 NM0615
 NM0615.The horizontal coordinates were scaled from a map and have
 NM0615.an estimated accuracy of +/- 6 seconds.
 NM0615
 NM0615.The orthometric height was computed from unverified reset data.
 NM0615
 NM0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0615.GEOID18 height accuracy estimate available here.
 NM0615
 NM0615.Click photographs - Photos may exist for this station.
 NM0615
 NM0615;                    North         East    Units  Estimated Accuracy
 NM0615;SPC NE       -   271,050.      748,640.      MT  (+/- 180 meters Scaled)
 NM0615
 NM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661778(NAD 83)
 NM0615
 NM0615                          SUPERSEDED SURVEY CONTROL
 NM0615
 NM0615  NGVD 29 (??/??/??)  436.94   (m)         1433.5    (f) RESET       3  
 NM0615
 NM0615.Superseded values are not recommended for survey control.
 NM0615
 NM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0615.See file dsdata.pdf to determine how the superseded data were derived.
 NM0615
 NM0615_MARKER: DB = BENCH MARK DISK
 NM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0615_STAMPING: R 225 RESET 1956
 NM0615_MARK LOGO: CGS
 NM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0615+STABILITY: SURFACE MOTION
 NM0615
 NM0615  HISTORY     - Date     Condition        Report By
 NM0615  HISTORY     - 1956     MONUMENTED       CGS
 NM0615
 NM0615                          STATION DESCRIPTION
 NM0615
 NM0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NM0615'0.4 MI N FROM WAYNE.
 NM0615'0.4 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, ST. PAUL,
 NM0615'MINNEAPOLIS AND OMAHA RAILWAY, 1.6 MILES EAST ALONG SEVENTH
 NM0615'STREET AND STATE HIGHWAY 35, AT WAYNE MUNICIPAL AIRPORT, 124.5
 NM0615'FEET WEST OF THE STEEL END POST AT THE SOUTH END OF A HEAVY
 NM0615'NET WIRE AND IRON PIPE FENCE, 94.5 FEET SOUTH OF THE SOUTHEAST
 NM0615'CORNER OF AND IN LINE WITH THE EAST SIDE OF THE ADMINISTRATION
 NM0615'BUILDING, 43.0 FEET EAST OF THE CENTERLINE OF THE ENTRANCE
 NM0615'DRIVEWAY TO THE AIRPORT, 45.0 FEET NORTH OF THE CENTERLINE OF
 NM0615'THE HIGHWAY, 1.0 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NM0615'ABOUT 4 FEET LOWER THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 NM0615'POST PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG5256 ***********************************************************************
 DG5256  DESIGNATION -  R 225 RESET
 DG5256  PID         -  DG5256
 DG5256  STATE/COUNTY-  NE/WAYNE
 DG5256  COUNTRY     -  US
 DG5256  USGS QUAD   -  ALTONA NW (2017)
 DG5256
 DG5256                         *CURRENT SURVEY CONTROL
 DG5256  ______________________________________________________________________
 DG5256* NAD 83(1986) POSITION- 42 14 08.     (N) 096 59 11.     (W)   SCALED
 DG5256* NAVD 88 ORTHO HEIGHT -   436.85  (meters)     1433.2   (feet) RESET
 DG5256  ______________________________________________________________________
 DG5256  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 DG5256  VERT ORDER      -  THIRD
 DG5256
 DG5256.The horizontal coordinates were scaled from a map and have
 DG5256.an estimated accuracy of +/- 6 seconds.
 DG5256
 DG5256.The orthometric height was computed from unverified reset data.
 DG5256
 DG5256.No vertical observational check was made to the station.
 DG5256
 DG5256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5256.GEOID18 height accuracy estimate available here.
 DG5256
 DG5256.Click photographs - Photos may exist for this station.
 DG5256
 DG5256;                    North         East    Units  Estimated Accuracy
 DG5256;SPC NE       -   271,050.      748,640.      MT  (+/- 180 meters Scaled)
 DG5256
 DG5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661778(NAD 83)
 DG5256
 DG5256                          SUPERSEDED SURVEY CONTROL
 DG5256
 DG5256.No superseded survey control is available for this station.
 DG5256
 DG5256_MARKER: DV = VERTICAL CONTROL DISK
 DG5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5256_STAMPING: R 225 1956 RESET 2003
 DG5256_MARK LOGO: NGS
 DG5256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5256+STABILITY: SURFACE MOTION
 DG5256
 DG5256  HISTORY     - Date     Condition        Report By
 DG5256  HISTORY     - 2003     MONUMENTED       NEDR
 DG5256
 DG5256                          STATION DESCRIPTION
 DG5256
 DG5256'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JH)
 DG5256'FROM THE INTERSECTION OF HWYS 35 AND 15 IN WAYNE, GO EAST ON HWY 35
 DG5256'1.5 MILES TO THE WAYNE MUNICIPAL AIRPORT DRIVEWAY AND GO WEST ON PARK
 DG5256'GRAVEL ROAD TO POINT SOUTH EAST OF WELCOME TO WAYNE SIGN (BRICK).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0518 ***********************************************************************
 NN0518  DESIGNATION -  R 226
 NN0518  PID         -  NN0518
 NN0518  STATE/COUNTY-  NE/BROWN
 NN0518  COUNTRY     -  US
 NN0518  USGS QUAD   -  AINSWORTH SW (2017)
 NN0518
 NN0518                         *CURRENT SURVEY CONTROL
 NN0518  ______________________________________________________________________
 NN0518* NAD 83(1986) POSITION- 42 33 19.     (N) 099 55 11.     (W)   SCALED
 NN0518* NAVD 88 ORTHO HEIGHT -   776.684 (meters)     2548.17  (feet) ADJUSTED
 NN0518  ______________________________________________________________________
 NN0518  GEOID HEIGHT    -        -22.518 (meters)                     GEOID18
 NN0518  DYNAMIC HEIGHT  -        776.357 (meters)     2547.10  (feet) COMP
 NN0518  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 NN0518
 NN0518  VERT ORDER      -  FIRST     CLASS II
 NN0518
 NN0518.The horizontal coordinates were scaled from a map and have
 NN0518.an estimated accuracy of +/- 6 seconds.
 NN0518
 NN0518.The orthometric height was determined by differential leveling and
 NN0518.adjusted by the NATIONAL GEODETIC SURVEY
 NN0518.in June 1991.
 NN0518
 NN0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0518.GEOID18 height accuracy estimate available here.
 NN0518
 NN0518.Click photographs - Photos may exist for this station.
 NN0518
 NN0518.The dynamic height is computed by dividing the NAVD 88
 NN0518.geopotential number by the normal gravity value computed on the
 NN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0518.degrees latitude (g = 980.6199 gals.).
 NN0518
 NN0518.The modeled gravity was interpolated from observed gravity values.
 NN0518
 NN0518;                    North         East    Units  Estimated Accuracy
 NN0518;SPC NE       -   302,230.      506,590.      MT  (+/- 180 meters Scaled)
 NN0518
 NN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN244118(NAD 83)
 NN0518
 NN0518                          SUPERSEDED SURVEY CONTROL
 NN0518
 NN0518  NGVD 29 (??/??/92)  776.388  (m)         2547.20   (f) ADJ UNCH    1 2
 NN0518
 NN0518.Superseded values are not recommended for survey control.
 NN0518
 NN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0518.See file dsdata.pdf to determine how the superseded data were derived.
 NN0518
 NN0518_MARKER: DB = BENCH MARK DISK
 NN0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0518_SP_SET: CULVERT HEADWALL
 NN0518_STAMPING: R 226 1946
 NN0518_MARK LOGO: CGS
 NN0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0518+STABILITY: SURFACE MOTION
 NN0518
 NN0518  HISTORY     - Date     Condition        Report By
 NN0518  HISTORY     - 1946     MONUMENTED       CGS
 NN0518
 NN0518                          STATION DESCRIPTION
 NN0518
 NN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0518'2.9 M W FROM AINSWORTH.
 NN0518'2.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0518'AT AINSWORTH, BROWN COUNTY, ACROSS THE HIGHWAY FROM CHICAGO
 NN0518'AND NORTH WESTERN RAILWAY MILEPOST 226, AT A 6-BY 6-FOOT CONCRETE
 NN0518'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 NN0518'18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 NN0518'THE HIGHWAY.  A STANDARD DISK, STAMPED R 226 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0604 ***********************************************************************
 NN0604  DESIGNATION -  R 226 RESET
 NN0604  PID         -  NN0604
 NN0604  STATE/COUNTY-  NE/BROWN
 NN0604  COUNTRY     -  US
 NN0604  USGS QUAD   -  AINSWORTH SW (2017)
 NN0604
 NN0604                         *CURRENT SURVEY CONTROL
 NN0604  ______________________________________________________________________
 NN0604* NAD 83(1986) POSITION- 42 33 10.     (N) 099 55 11.     (W)   SCALED
 NN0604* NAVD 88 ORTHO HEIGHT -   776.65  (+/-2cm)     2548.1   (feet) VERTCON
 NN0604  ______________________________________________________________________
 NN0604  GEOID HEIGHT    -        -22.514 (meters)                     GEOID18
 NN0604  VERT ORDER      -  THIRD (See Below)
 NN0604
 NN0604.The horizontal coordinates were scaled from a map and have
 NN0604.an estimated accuracy of +/- 6 seconds.
 NN0604
 NN0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0604
 NN0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0604.GEOID18 height accuracy estimate available here.
 NN0604
 NN0604.The vertical order pertains to the NGVD 29 superseded value.
 NN0604
 NN0604.Click photographs - Photos may exist for this station.
 NN0604
 NN0604;                    North         East    Units  Estimated Accuracy
 NN0604;SPC NE       -   301,950.      506,590.      MT  (+/- 180 meters Scaled)
 NN0604
 NN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN244115(NAD 83)
 NN0604
 NN0604                          SUPERSEDED SURVEY CONTROL
 NN0604
 NN0604  NGVD 29 (01/31/13)  776.36   (m)         2547.1    (f) RESET       3  
 NN0604
 NN0604.Superseded values are not recommended for survey control.
 NN0604
 NN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0604.See file dsdata.pdf to determine how the superseded data were derived.
 NN0604
 NN0604_MARKER: DV = VERTICAL CONTROL DISK
 NN0604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0604_SP_SET: CULVERT HEADWALL
 NN0604_STAMPING: R 226 RESET 1977
 NN0604_MARK LOGO: NGS
 NN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0604+STABILITY: SURFACE MOTION
 NN0604
 NN0604  HISTORY     - Date     Condition        Report By
 NN0604  HISTORY     - 1977     MONUMENTED       NEDR
 NN0604
 NN0604                          STATION DESCRIPTION
 NN0604
 NN0604'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NN0604'2.9 MI WEST FROM AINSWORTH.
 NN0604'2.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE IN
 NN0604'AINSWORTH, ACROSS THE HIGHWAY FROM CHICAGO AND NORTHWESTERN RAILWAY
 NN0604'MILEPOST 226, AT A 6-BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 NN0604'WEST END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF
 NN0604'THE HIGHWAY.
 NN0604'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0036 ***********************************************************************
 NO0036  DESIGNATION -  R 228
 NO0036  PID         -  NO0036
 NO0036  STATE/COUNTY-  NE/CHERRY
 NO0036  COUNTRY     -  US
 NO0036  USGS QUAD   -  THATCHER (2017)
 NO0036
 NO0036                         *CURRENT SURVEY CONTROL
 NO0036  ______________________________________________________________________
 NO0036* NAD 83(1986) POSITION- 42 46 40.21   (N) 100 23 18.50   (W)   HD_HELD1
 NO0036* NAVD 88 ORTHO HEIGHT -   819.521 (meters)     2688.71  (feet) ADJUSTED
 NO0036  ______________________________________________________________________
 NO0036  GEOID HEIGHT    -        -21.994 (meters)                     GEOID18
 NO0036  DYNAMIC HEIGHT  -        819.190 (meters)     2687.63  (feet) COMP
 NO0036  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 NO0036
 NO0036  VERT ORDER      -  FIRST     CLASS II
 NO0036
 NO0036.The horizontal coordinates were determined by differentially corrected
 NO0036.hand held GPS observations or other comparable positioning techniques
 NO0036.and have an estimated accuracy of +/- 3 meters.
 NO0036
 NO0036.The orthometric height was determined by differential leveling and
 NO0036.adjusted by the NATIONAL GEODETIC SURVEY
 NO0036.in June 1991.
 NO0036
 NO0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0036.GEOID18 height accuracy estimate available here.
 NO0036
 NO0036.Click photographs - Photos may exist for this station.
 NO0036
 NO0036.The dynamic height is computed by dividing the NAVD 88
 NO0036.geopotential number by the normal gravity value computed on the
 NO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0036.degrees latitude (g = 980.6199 gals.).
 NO0036
 NO0036.The modeled gravity was interpolated from observed gravity values.
 NO0036
 NO0036;                    North         East    Units  Estimated Accuracy
 NO0036;SPC NE       -   327,013.5     468,212.8     MT  (+/- 3 meters HH1 GPS) 
 NO0036
 NO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8642037079(NAD 83)
 NO0036
 NO0036                          SUPERSEDED SURVEY CONTROL
 NO0036
 NO0036  NGVD 29 (??/??/92)  819.239  (m)         2687.79   (f) ADJ UNCH    1 2
 NO0036
 NO0036.Superseded values are not recommended for survey control.
 NO0036
 NO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0036.See file dsdata.pdf to determine how the superseded data were derived.
 NO0036
 NO0036_MARKER: DB = BENCH MARK DISK
 NO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0036_STAMPING: R 228 1946
 NO0036_MARK LOGO: CGS
 NO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0036+STABILITY: SURFACE MOTION
 NO0036
 NO0036  HISTORY     - Date     Condition        Report By
 NO0036  HISTORY     - 1946     MONUMENTED       CGS
 NO0036
 NO0036                          STATION DESCRIPTION
 NO0036
 NO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0036'3.6 MI NW FROM ARABIA.
 NO0036'3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0036'FROM THE STATION AT ARABIA, CHERRY COUNTY, 5 FEET NORTHWEST
 NO0036'OF MILEPOST 257, 43 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0036'TRACK, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 NO0036'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 228 1946
 NO0036'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NO0036'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0048 ***********************************************************************
 NO0048  DESIGNATION -  R 229
 NO0048  PID         -  NO0048
 NO0048  STATE/COUNTY-  NE/KEYA PAHA
 NO0048  COUNTRY     -  US
 NO0048  USGS QUAD   -  NORDEN NW (2017)
 NO0048
 NO0048                         *CURRENT SURVEY CONTROL
 NO0048  ______________________________________________________________________
 NO0048* NAD 83(1986) POSITION- 42 56 28.     (N) 100 09 31.     (W)   SCALED
 NO0048* NAVD 88 ORTHO HEIGHT -   767.722 (meters)     2518.77  (feet) ADJUSTED
 NO0048  ______________________________________________________________________
 NO0048  GEOID HEIGHT    -        -23.035 (meters)                     GEOID18
 NO0048  DYNAMIC HEIGHT  -        767.420 (meters)     2517.78  (feet) COMP
 NO0048  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 NO0048
 NO0048  VERT ORDER      -  SECOND    CLASS 0
 NO0048
 NO0048.The horizontal coordinates were scaled from a map and have
 NO0048.an estimated accuracy of +/- 6 seconds.
 NO0048
 NO0048.The orthometric height was determined by differential leveling and
 NO0048.adjusted by the NATIONAL GEODETIC SURVEY
 NO0048.in June 1991.
 NO0048
 NO0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0048.GEOID18 height accuracy estimate available here.
 NO0048
 NO0048.Click photographs - Photos may exist for this station.
 NO0048
 NO0048.The dynamic height is computed by dividing the NAVD 88
 NO0048.geopotential number by the normal gravity value computed on the
 NO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0048.degrees latitude (g = 980.6199 gals.).
 NO0048
 NO0048.The modeled gravity was interpolated from observed gravity values.
 NO0048
 NO0048;                    North         East    Units  Estimated Accuracy
 NO0048;SPC NE       -   345,090.      487,060.      MT  (+/- 180 meters Scaled)
 NO0048
 NO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN054549(NAD 83)
 NO0048
 NO0048                          SUPERSEDED SURVEY CONTROL
 NO0048
 NO0048  NGVD 29 (??/??/92)  767.402  (m)         2517.72   (f) ADJ UNCH    2 0
 NO0048
 NO0048.Superseded values are not recommended for survey control.
 NO0048
 NO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0048.See file dsdata.pdf to determine how the superseded data were derived.
 NO0048
 NO0048_MARKER: DB = BENCH MARK DISK
 NO0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0048_STAMPING: R 229 1946
 NO0048_MARK LOGO: CGS
 NO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0048+STABILITY: SURFACE MOTION
 NO0048
 NO0048  HISTORY     - Date     Condition        Report By
 NO0048  HISTORY     - 1946     MONUMENTED       CGS
 NO0048
 NO0048                          STATION DESCRIPTION
 NO0048
 NO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0048'9 MI NW FROM NORDEN.
 NO0048'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0048'NORDEN, THENCE 3.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0048'AND AT THE JUNCTION WITH A DIRT ROAD LEADING EAST, 33 FEET WEST
 NO0048'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 NO0048'ROAD, 12 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD
 NO0048'EXTENDED, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 NO0048'A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0348 ***********************************************************************
 MK0348  DESIGNATION -  R 230
 MK0348  PID         -  MK0348
 MK0348  STATE/COUNTY-  NE/BURT
 MK0348  COUNTRY     -  US
 MK0348  USGS QUAD   -  CRAIG (2017)
 MK0348
 MK0348                         *CURRENT SURVEY CONTROL
 MK0348  ______________________________________________________________________
 MK0348* NAD 83(1986) POSITION- 41 47 35.     (N) 096 18 11.     (W)   SCALED
 MK0348* NAVD 88 ORTHO HEIGHT -   356.226 (meters)     1168.72  (feet) ADJUSTED
 MK0348  ______________________________________________________________________
 MK0348  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 MK0348  DYNAMIC HEIGHT  -        356.089 (meters)     1168.27  (feet) COMP
 MK0348  MODELED GRAVITY -    980,229.8   (mgal)                       NAVD 88
 MK0348
 MK0348  VERT ORDER      -  SECOND    CLASS 0
 MK0348
 MK0348.The horizontal coordinates were scaled from a map and have
 MK0348.an estimated accuracy of +/- 6 seconds.
 MK0348
 MK0348.The orthometric height was determined by differential leveling and
 MK0348.adjusted by the NATIONAL GEODETIC SURVEY
 MK0348.in June 1991.
 MK0348
 MK0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0348.GEOID18 height accuracy estimate available here.
 MK0348
 MK0348.Click photographs - Photos may exist for this station.
 MK0348
 MK0348.The dynamic height is computed by dividing the NAVD 88
 MK0348.geopotential number by the normal gravity value computed on the
 MK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0348.degrees latitude (g = 980.6199 gals.).
 MK0348
 MK0348.The modeled gravity was interpolated from observed gravity values.
 MK0348
 MK0348;                    North         East    Units  Estimated Accuracy
 MK0348;SPC NE       -   224,150.      807,090.      MT  (+/- 180 meters Scaled)
 MK0348
 MK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM240303(NAD 83)
 MK0348
 MK0348                          SUPERSEDED SURVEY CONTROL
 MK0348
 MK0348  NGVD 29 (??/??/92)  356.087  (m)         1168.26   (f) ADJ UNCH    2 0
 MK0348
 MK0348.Superseded values are not recommended for survey control.
 MK0348
 MK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0348.See file dsdata.pdf to determine how the superseded data were derived.
 MK0348
 MK0348_MARKER: DB = BENCH MARK DISK
 MK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0348_STAMPING: R 230 1947
 MK0348_MARK LOGO: CGS
 MK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0348+STABILITY: SURFACE MOTION
 MK0348
 MK0348  HISTORY     - Date     Condition        Report By
 MK0348  HISTORY     - 1947     MONUMENTED       CGS
 MK0348
 MK0348                          STATION DESCRIPTION
 MK0348
 MK0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0348'5 MI W FROM TEKAMAH.
 MK0348'5.0 MILES WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0348'AT TEKAMAH, DIRECTLY ACROSS THE HIGHWAY FROM A PRIVATE ROAD
 MK0348'LEADING NORTH TO A FARM HOUSE, 245.0 FEET WEST OF THE CENTER
 MK0348'OF A CONCRETE BRIDGE OVER A CREEK, 38.0 FEET SOUTH OF THE
 MK0348'CENTER OF THE HIGHWAY, 32.5 FEET WEST OF A GUY WIRE BRACED
 MK0348'POWER LINE POLE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN
 MK0348'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0348'PROJECTING 0.3 FOOT.  THIS BEMCH MARK IS ALSO 3.6 MILES EAST
 MK0348'ALONG U.S. HIHGWAY NO. 73W FROM THE HIGH SCHOOL AT CRAIG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0349 ***********************************************************************
 MK0349  DESIGNATION -  R 230 RESET
 MK0349  PID         -  MK0349
 MK0349  STATE/COUNTY-  NE/BURT
 MK0349  COUNTRY     -  US
 MK0349  USGS QUAD   -  CRAIG (2017)
 MK0349
 MK0349                         *CURRENT SURVEY CONTROL
 MK0349  ______________________________________________________________________
 MK0349* NAD 83(1986) POSITION- 41 47 35.     (N) 096 18 12.     (W)   SCALED
 MK0349* NAVD 88 ORTHO HEIGHT -   356.07  (meters)     1168.2   (feet) RESET
 MK0349  ______________________________________________________________________
 MK0349  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 MK0349  VERT ORDER      -  THIRD
 MK0349
 MK0349.The horizontal coordinates were scaled from a map and have
 MK0349.an estimated accuracy of +/- 6 seconds.
 MK0349
 MK0349.The orthometric height was computed from unverified reset data.
 MK0349
 MK0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0349.GEOID18 height accuracy estimate available here.
 MK0349
 MK0349.Click photographs - Photos may exist for this station.
 MK0349
 MK0349;                    North         East    Units  Estimated Accuracy
 MK0349;SPC NE       -   224,150.      807,070.      MT  (+/- 180 meters Scaled)
 MK0349
 MK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM240303(NAD 83)
 MK0349
 MK0349                          SUPERSEDED SURVEY CONTROL
 MK0349
 MK0349  NGVD 29 (??/??/??)  355.93   (m)         1167.7    (f) RESET       3  
 MK0349
 MK0349.Superseded values are not recommended for survey control.
 MK0349
 MK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0349.See file dsdata.pdf to determine how the superseded data were derived.
 MK0349
 MK0349_MARKER: DB = BENCH MARK DISK
 MK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0349_STAMPING: R 230 RESET 1948
 MK0349_MARK LOGO: CGS
 MK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0349+STABILITY: SURFACE MOTION
 MK0349
 MK0349  HISTORY     - Date     Condition        Report By
 MK0349  HISTORY     - 1948     MONUMENTED       NEDR
 MK0349  HISTORY     - 1948     GOOD             CGS
 MK0349  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0349
 MK0349                          STATION DESCRIPTION
 MK0349
 MK0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0349'5 MI W FROM TEKAMAH.
 MK0349'5.0 MILES WEST ALONG U.S. HIGHWAY 73 W FROM THE COURTHOUSE
 MK0349'AT TEKAMAH, AT TEKAMAH, BURT COUNTY, 3.6 MILES EAST OF THE
 MK0349'HIGH SCHOOL AT CRAIG, 312 FEET WEST OF THE JUNCTION OF A ROAD
 MK0349'LEADING SOUTH, 118 FEET WEST OF A DRIVEWAY LEADING NORTH,
 MK0349'155 FEET EAST OF A 6- BY 8-FOOT CONCRETE-BOX CULVERT, 40 FEET
 MK0349'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT EAST OF A
 MK0349'WHITE WOODEN WITNESS POST, AND AT THE FENCE.  A STANDARD DISK,
 MK0349'STAMPED R 230 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 MK0349
 MK0349                          STATION RECOVERY (1965)
 MK0349
 MK0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0322 ***********************************************************************
 MK0322  DESIGNATION -  R 231
 MK0322  PID         -  MK0322
 MK0322  STATE/COUNTY-  NE/BURT
 MK0322  COUNTRY     -  US
 MK0322  USGS QUAD   -  BERTHA (2017)
 MK0322
 MK0322                         *CURRENT SURVEY CONTROL
 MK0322  ______________________________________________________________________
 MK0322* NAD 83(1986) POSITION- 41 54 57.     (N) 096 20 48.     (W)   SCALED
 MK0322* NAVD 88 ORTHO HEIGHT -   409.278 (meters)     1342.77  (feet) ADJUSTED
 MK0322  ______________________________________________________________________
 MK0322  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 MK0322  DYNAMIC HEIGHT  -        409.129 (meters)     1342.28  (feet) COMP
 MK0322  MODELED GRAVITY -    980,246.8   (mgal)                       NAVD 88
 MK0322
 MK0322  VERT ORDER      -  SECOND    CLASS 0
 MK0322
 MK0322.The horizontal coordinates were scaled from a map and have
 MK0322.an estimated accuracy of +/- 6 seconds.
 MK0322
 MK0322.The orthometric height was determined by differential leveling and
 MK0322.adjusted by the NATIONAL GEODETIC SURVEY
 MK0322.in June 1991.
 MK0322
 MK0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0322.GEOID18 height accuracy estimate available here.
 MK0322
 MK0322.Click photographs - Photos may exist for this station.
 MK0322
 MK0322.The dynamic height is computed by dividing the NAVD 88
 MK0322.geopotential number by the normal gravity value computed on the
 MK0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0322.degrees latitude (g = 980.6199 gals.).
 MK0322
 MK0322.The modeled gravity was interpolated from observed gravity values.
 MK0322
 MK0322;                    North         East    Units  Estimated Accuracy
 MK0322;SPC NE       -   237,610.      802,890.      MT  (+/- 180 meters Scaled)
 MK0322
 MK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM200438(NAD 83)
 MK0322
 MK0322                          SUPERSEDED SURVEY CONTROL
 MK0322
 MK0322  NGVD 29 (??/??/92)  409.132  (m)         1342.29   (f) ADJ UNCH    2 0
 MK0322
 MK0322.Superseded values are not recommended for survey control.
 MK0322
 MK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0322.See file dsdata.pdf to determine how the superseded data were derived.
 MK0322
 MK0322_MARKER: DB = BENCH MARK DISK
 MK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0322_STAMPING: R 231 1947
 MK0322_MARK LOGO: CGS
 MK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0322+STABILITY: SURFACE MOTION
 MK0322
 MK0322  HISTORY     - Date     Condition        Report By
 MK0322  HISTORY     - 1947     MONUMENTED       CGS
 MK0322
 MK0322                          STATION DESCRIPTION
 MK0322
 MK0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0322'9.7 MI N FROM CRAIG.
 MK0322'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL
 MK0322'AT CRAIG, THENCE 9.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0322'NORTHEAST ANGLE OF A CROSS ROAD, 50.0 FEET NORTH OF THE CENTER
 MK0322'OF THE EAST-WEST ROAD, 33.0 FEET EAST OF THE CENTER OF THE
 MK0322'NORTH-SOUTH ROAD, 21.0 FEET NORTH OF A FENCE CORNER POST, 1.7
 MK0322'FOOT SOUTH OF A REFERENCE POST, 1.2 FOOT WEST OF THE EAST
 MK0322'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MK0322'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.  THIS BENCH
 MK0322'MARK IS ALSO 6.75 MILES EAST ALONG STATE HIGHWAY NO. 118 AND
 MK0322'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 MK0322'AND QIUNCY RAILROAD STATION AT LYONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0657 ***********************************************************************
 MK0657  DESIGNATION -  R 233
 MK0657  PID         -  MK0657
 MK0657  STATE/COUNTY-  NE/DOUGLAS
 MK0657  COUNTRY     -  US
 MK0657  USGS QUAD   -  IRVINGTON (2017)
 MK0657
 MK0657                         *CURRENT SURVEY CONTROL
 MK0657  ______________________________________________________________________
 MK0657* NAD 83(1986) POSITION- 41 18 23.     (N) 096 07 10.     (W)   SCALED
 MK0657* NAVD 88 ORTHO HEIGHT -   368.638 (meters)     1209.44  (feet) ADJUSTED
 MK0657  ______________________________________________________________________
 MK0657  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 MK0657  DYNAMIC HEIGHT  -        368.476 (meters)     1208.91  (feet) COMP
 MK0657  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 MK0657
 MK0657  VERT ORDER      -  SECOND    CLASS 0
 MK0657
 MK0657.The horizontal coordinates were scaled from a map and have
 MK0657.an estimated accuracy of +/- 6 seconds.
 MK0657
 MK0657.The orthometric height was determined by differential leveling and
 MK0657.adjusted by the NATIONAL GEODETIC SURVEY
 MK0657.in June 1991.
 MK0657
 MK0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0657.GEOID18 height accuracy estimate available here.
 MK0657
 MK0657.Click photographs - Photos may exist for this station.
 MK0657
 MK0657.The dynamic height is computed by dividing the NAVD 88
 MK0657.geopotential number by the normal gravity value computed on the
 MK0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0657.degrees latitude (g = 980.6199 gals.).
 MK0657
 MK0657.The modeled gravity was interpolated from observed gravity values.
 MK0657
 MK0657;                    North         East    Units  Estimated Accuracy
 MK0657;SPC NE       -   170,840.      824,760.      MT  (+/- 180 meters Scaled)
 MK0657
 MK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL411767(NAD 83)
 MK0657
 MK0657                          SUPERSEDED SURVEY CONTROL
 MK0657
 MK0657  NGVD 29 (??/??/92)  368.515  (m)         1209.04   (f) ADJ UNCH    2 0
 MK0657
 MK0657.Superseded values are not recommended for survey control.
 MK0657
 MK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0657.See file dsdata.pdf to determine how the superseded data were derived.
 MK0657
 MK0657_MARKER: DB = BENCH MARK DISK
 MK0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0657_STAMPING: R 233 1947
 MK0657_MARK LOGO: CGS
 MK0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0657+STABILITY: SURFACE MOTION
 MK0657
 MK0657  HISTORY     - Date     Condition        Report By
 MK0657  HISTORY     - 1947     MONUMENTED       CGS
 MK0657  HISTORY     - 1969     MARK NOT FOUND   LOCSUR
 MK0657
 MK0657                          STATION DESCRIPTION
 MK0657
 MK0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0657'5.5 MI SE FROM BENNINGTON.
 MK0657'1.6 MILES SOUTH ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 MK0657'BENNINGTON, THENCE 2.9 MILES SOUTHEAST ALONG NEBRASKA STATE
 MK0657'HIGHWAY 8, THENCE 1.0 MILE SOUTH ALONG AN ASPHALT ROAD, AT A ROAD
 MK0657'CROSSING, 56 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK0657'46 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A
 MK0657'CONCRETE CULVERT, 25 FEET EAST OF AND 1 FOOT HIGHER THAN THE
 MK0657'CENTER LINE OF A NORTH-SOUTH ROAD, 21 FEET SOUTH OF A FENCE
 MK0657'CONRER, 3 FEET NORTH OF A 4 X 4 MARKER POST, 0.5 FOOT WEST OF A
 MK0657'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 MK0657'ABOVE THE GROUND.
 MK0657
 MK0657                          STATION RECOVERY (1969)
 MK0657
 MK0657'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 MK0657'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0537 ***********************************************************************
 MK0537  DESIGNATION -  R 234
 MK0537  PID         -  MK0537
 MK0537  STATE/COUNTY-  NE/WASHINGTON
 MK0537  COUNTRY     -  US
 MK0537  USGS QUAD   -  FORT CALHOUN (2017)
 MK0537
 MK0537                         *CURRENT SURVEY CONTROL
 MK0537  ______________________________________________________________________
 MK0537* NAD 83(1986) POSITION- 41 27 23.     (N) 096 01 19.     (W)   SCALED
 MK0537* NAVD 88 ORTHO HEIGHT -   328.134 (meters)     1076.55  (feet) ADJUSTED
 MK0537  ______________________________________________________________________
 MK0537  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 MK0537  DYNAMIC HEIGHT  -        327.979 (meters)     1076.04  (feet) COMP
 MK0537  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 MK0537
 MK0537  VERT ORDER      -  SECOND    CLASS 0
 MK0537
 MK0537.The horizontal coordinates were scaled from a map and have
 MK0537.an estimated accuracy of +/- 6 seconds.
 MK0537
 MK0537.The orthometric height was determined by differential leveling and
 MK0537.adjusted by the NATIONAL GEODETIC SURVEY
 MK0537.in June 1991.
 MK0537
 MK0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0537.GEOID18 height accuracy estimate available here.
 MK0537
 MK0537.Click photographs - Photos may exist for this station.
 MK0537
 MK0537.The dynamic height is computed by dividing the NAVD 88
 MK0537.geopotential number by the normal gravity value computed on the
 MK0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0537.degrees latitude (g = 980.6199 gals.).
 MK0537
 MK0537.The modeled gravity was interpolated from observed gravity values.
 MK0537
 MK0537;                    North         East    Units  Estimated Accuracy
 MK0537;SPC NE       -   187,840.      832,150.      MT  (+/- 180 meters Scaled)
 MK0537
 MK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL487937(NAD 83)
 MK0537
 MK0537                          SUPERSEDED SURVEY CONTROL
 MK0537
 MK0537  NGVD 29 (??/??/92)  327.990  (m)         1076.08   (f) ADJ UNCH    2 0
 MK0537
 MK0537.Superseded values are not recommended for survey control.
 MK0537
 MK0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0537.See file dsdata.pdf to determine how the superseded data were derived.
 MK0537
 MK0537_MARKER: DB = BENCH MARK DISK
 MK0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0537_STAMPING: R 234 1947
 MK0537_MARK LOGO: CGS
 MK0537_PROJECTION: FLUSH
 MK0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0537+STABILITY: SURFACE MOTION
 MK0537
 MK0537  HISTORY     - Date     Condition        Report By
 MK0537  HISTORY     - 1947     MONUMENTED       CGS
 MK0537  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0537
 MK0537                          STATION DESCRIPTION
 MK0537
 MK0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0537'AT FORT CALHOUN.
 MK0537'AT FORT CALHOUN, IN THE YARD OF THE FORT CALHOUN PUBLIC SCHOOL,
 MK0537'80 FEET SOUTH OF THE FLAGPOLE, 19.3 FEET WEST OF THE SOUTHWEST
 MK0537'CORNER OF THE BUILDING, 18 FEET NORTH OF A 32-INCH LOCUST TREE,
 MK0537'8 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, SET IN
 MK0537'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0537
 MK0537                          STATION RECOVERY (1966)
 MK0537
 MK0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0204 ***********************************************************************
 NM0204  DESIGNATION -  R 235
 NM0204  PID         -  NM0204
 NM0204  STATE/COUNTY-  NE/DAKOTA
 NM0204  COUNTRY     -  US
 NM0204  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0204
 NM0204                         *CURRENT SURVEY CONTROL
 NM0204  ______________________________________________________________________
 NM0204* NAD 83(1986) POSITION- 42 25 20.28   (N) 096 24 50.94   (W)   HD_HELD1
 NM0204* NAVD 88 ORTHO HEIGHT -   334.095 (meters)     1096.11  (feet) ADJUSTED
 NM0204  ______________________________________________________________________
 NM0204  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 NM0204  DYNAMIC HEIGHT  -        333.989 (meters)     1095.76  (feet) COMP
 NM0204  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 NM0204
 NM0204  VERT ORDER      -  FIRST     CLASS II
 NM0204
 NM0204.The horizontal coordinates were determined by differentially corrected
 NM0204.hand held GPS observations or other comparable positioning techniques
 NM0204.and have an estimated accuracy of +/- 3 meters.
 NM0204
 NM0204.The orthometric height was determined by differential leveling and
 NM0204.adjusted by the NATIONAL GEODETIC SURVEY
 NM0204.in June 1991.
 NM0204
 NM0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0204.GEOID18 height accuracy estimate available here.
 NM0204
 NM0204.Click photographs - Photos may exist for this station.
 NM0204
 NM0204.The dynamic height is computed by dividing the NAVD 88
 NM0204.geopotential number by the normal gravity value computed on the
 NM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0204.degrees latitude (g = 980.6199 gals.).
 NM0204
 NM0204.The modeled gravity was interpolated from observed gravity values.
 NM0204
 NM0204;                    North         East    Units  Estimated Accuracy
 NM0204;SPC NE       -   293,571.4     794,970.4     MT  (+/- 3 meters HH1 GPS) 
 NM0204
 NM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1273899905(NAD 83)
 NM0204
 NM0204                          SUPERSEDED SURVEY CONTROL
 NM0204
 NM0204  NGVD 29 (??/??/92)  333.938  (m)         1095.59   (f) ADJ UNCH    1 2
 NM0204
 NM0204.Superseded values are not recommended for survey control.
 NM0204
 NM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0204.See file dsdata.pdf to determine how the superseded data were derived.
 NM0204
 NM0204_MARKER: DB = BENCH MARK DISK
 NM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0204_STAMPING: R 235 1947
 NM0204_MARK LOGO: CGS
 NM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0204+STABILITY: SURFACE MOTION
 NM0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0204+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM0204
 NM0204  HISTORY     - Date     Condition        Report By
 NM0204  HISTORY     - 1947     MONUMENTED       CGS
 NM0204  HISTORY     - 1971     GOOD             NGS
 NM0204  HISTORY     - 20050713 GOOD             GEOCAC
 NM0204  HISTORY     - 20100512 GOOD             INDIV
 NM0204
 NM0204                          STATION DESCRIPTION
 NM0204
 NM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0204'0.7 MI N FROM DAKOTA CITY.
 NM0204'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE COURT HOUSE
 NM0204'AT DAKOTA CITY, ABOUT 105 YARDS EAST OF THE HIGHWAY, 42.0 FEET
 NM0204'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 31.7
 NM0204'FEET EAST OF THE EAST END OF A STEEL GATE ACROSS THE NORTH
 NM0204'ENTRANCE DRIVE TO THE DAKOTA CITY CEMETERY, 6.0 FEET EAST
 NM0204'OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 1.0 FOOT
 NM0204'NORTH OF A WOVEN WIRE FENCE AND SET IN THE TOP OF A CONCRETE
 NM0204'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM0204
 NM0204                          STATION RECOVERY (1971)
 NM0204
 NM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NM0204'RECOVERED IN GOOD CONDITION.
 NM0204
 NM0204                          STATION RECOVERY (2005)
 NM0204
 NM0204'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM0204'RECOVERED IN GOOD CONDITION.
 NM0204
 NM0204                          STATION RECOVERY (2010)
 NM0204
 NM0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 NM0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0698 ***********************************************************************
 NM0698  DESIGNATION -  R 236
 NM0698  PID         -  NM0698
 NM0698  STATE/COUNTY-  NE/DAKOTA
 NM0698  COUNTRY     -  US
 NM0698  USGS QUAD   -  EMERSON SE (2017)
 NM0698
 NM0698                         *CURRENT SURVEY CONTROL
 NM0698  ______________________________________________________________________
 NM0698* NAD 83(1986) POSITION- 42 21 55.     (N) 096 33 55.     (W)   SCALED
 NM0698* NAVD 88 ORTHO HEIGHT -   394.357 (meters)     1293.82  (feet) ADJUSTED
 NM0698  ______________________________________________________________________
 NM0698  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 NM0698  DYNAMIC HEIGHT  -        394.228 (meters)     1293.40  (feet) COMP
 NM0698  MODELED GRAVITY -    980,282.8   (mgal)                       NAVD 88
 NM0698
 NM0698  VERT ORDER      -  SECOND    CLASS 0
 NM0698
 NM0698.The horizontal coordinates were scaled from a map and have
 NM0698.an estimated accuracy of +/- 6 seconds.
 NM0698
 NM0698.The orthometric height was determined by differential leveling and
 NM0698.adjusted by the NATIONAL GEODETIC SURVEY
 NM0698.in June 1991.
 NM0698
 NM0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0698.GEOID18 height accuracy estimate available here.
 NM0698
 NM0698.Click photographs - Photos may exist for this station.
 NM0698
 NM0698.The dynamic height is computed by dividing the NAVD 88
 NM0698.geopotential number by the normal gravity value computed on the
 NM0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0698.degrees latitude (g = 980.6199 gals.).
 NM0698
 NM0698.The modeled gravity was interpolated from observed gravity values.
 NM0698
 NM0698;                    North         East    Units  Estimated Accuracy
 NM0698;SPC NE       -   286,740.      782,800.      MT  (+/- 180 meters Scaled)
 NM0698
 NM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM004932(NAD 83)
 NM0698
 NM0698                          SUPERSEDED SURVEY CONTROL
 NM0698
 NM0698  NGVD 29 (??/??/92)  394.192  (m)         1293.28   (f) ADJ UNCH    2 0
 NM0698
 NM0698.Superseded values are not recommended for survey control.
 NM0698
 NM0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0698.See file dsdata.pdf to determine how the superseded data were derived.
 NM0698
 NM0698_MARKER: DB = BENCH MARK DISK
 NM0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0698_STAMPING: R 236 1947
 NM0698_MARK LOGO: CGS
 NM0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0698+STABILITY: SURFACE MOTION
 NM0698
 NM0698  HISTORY     - Date     Condition        Report By
 NM0698  HISTORY     - 1947     MONUMENTED       CGS
 NM0698  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0698
 NM0698                          STATION DESCRIPTION
 NM0698
 NM0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0698'2.5 MI SE FROM HUBBARD.
 NM0698'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE
 NM0698'ALONG A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A GRADED DIRT
 NM0698'ROAD, THENCE SOUTH 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE
 NM0698'OF MARK.  BENCH MARK IS AT THE SOUTHWEST CORNER OF A PASTURE,
 NM0698'ON THE SOUTH SLOPE OF A LONG HILL, 23.5 FEET EAST OF AND ABOUT
 NM0698'2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 8.0 FEET
 NM0698'NORTH OF AN EAST-WEST SECTION LINE FENCE, 1.0 FOOT WEST OF A
 NM0698'NORTH-SOUTH FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST
 NM0698'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5
 NM0698'INCHES ABOVE GROUND.
 NM0698
 NM0698                          STATION RECOVERY (1966)
 NM0698
 NM0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0698'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0502 ***********************************************************************
 NM0502  DESIGNATION -  R 237
 NM0502  PID         -  NM0502
 NM0502  STATE/COUNTY-  NE/THURSTON
 NM0502  COUNTRY     -  US
 NM0502  USGS QUAD   -  WALTHILL (2017)
 NM0502
 NM0502                         *CURRENT SURVEY CONTROL
 NM0502  ______________________________________________________________________
 NM0502* NAD 83(1986) POSITION- 42 08 54.     (N) 096 26 39.     (W)   SCALED
 NM0502* NAVD 88 ORTHO HEIGHT -   435.948 (meters)     1430.27  (feet) ADJUSTED
 NM0502  ______________________________________________________________________
 NM0502  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 NM0502  DYNAMIC HEIGHT  -        435.797 (meters)     1429.78  (feet) COMP
 NM0502  MODELED GRAVITY -    980,262.3   (mgal)                       NAVD 88
 NM0502
 NM0502  VERT ORDER      -  SECOND    CLASS 0
 NM0502
 NM0502.The horizontal coordinates were scaled from a map and have
 NM0502.an estimated accuracy of +/- 6 seconds.
 NM0502
 NM0502.The orthometric height was determined by differential leveling and
 NM0502.adjusted by the NATIONAL GEODETIC SURVEY
 NM0502.in June 1991.
 NM0502
 NM0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0502.GEOID18 height accuracy estimate available here.
 NM0502
 NM0502.Click photographs - Photos may exist for this station.
 NM0502
 NM0502.The dynamic height is computed by dividing the NAVD 88
 NM0502.geopotential number by the normal gravity value computed on the
 NM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0502.degrees latitude (g = 980.6199 gals.).
 NM0502
 NM0502.The modeled gravity was interpolated from observed gravity values.
 NM0502
 NM0502;                    North         East    Units  Estimated Accuracy
 NM0502;SPC NE       -   263,070.      793,750.      MT  (+/- 180 meters Scaled)
 NM0502
 NM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM111694(NAD 83)
 NM0502
 NM0502                          SUPERSEDED SURVEY CONTROL
 NM0502
 NM0502  NGVD 29 (??/??/92)  435.795  (m)         1429.77   (f) ADJ UNCH    2 0
 NM0502
 NM0502.Superseded values are not recommended for survey control.
 NM0502
 NM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0502.See file dsdata.pdf to determine how the superseded data were derived.
 NM0502
 NM0502_MARKER: DB = BENCH MARK DISK
 NM0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0502_STAMPING: R 237 1947
 NM0502_MARK LOGO: CGS
 NM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0502+STABILITY: SURFACE MOTION
 NM0502
 NM0502  HISTORY     - Date     Condition        Report By
 NM0502  HISTORY     - 1947     MONUMENTED       CGS
 NM0502
 NM0502                          STATION DESCRIPTION
 NM0502
 NM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0502'2.4 MI E FROM WALTHILL.
 NM0502'2.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0502'AT WALTHILL, AT A DIRT ROAD CROSSING, 75.2 FEET NORTHWEST OF THE
 NM0502'POINT OF INTERSECTION, 27.3 FEET NORTH OF THE HIGHWAY, 67.5 FEET
 NM0502'WEST OF THE CENTER OF THE DIRT CROSS ROAD, 2.0 FEET EAST OF A 4 IN
 NM0502'X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0503 ***********************************************************************
 NM0503  DESIGNATION -  R 237 RESET
 NM0503  PID         -  NM0503
 NM0503  STATE/COUNTY-  NE/THURSTON
 NM0503  COUNTRY     -  US
 NM0503  USGS QUAD   -  WALTHILL (2017)
 NM0503
 NM0503                         *CURRENT SURVEY CONTROL
 NM0503  ______________________________________________________________________
 NM0503* NAD 83(1986) POSITION- 42 08 54.     (N) 096 26 39.     (W)   SCALED
 NM0503* NAVD 88 ORTHO HEIGHT -   433.68  (meters)     1422.8   (feet) RESET
 NM0503  ______________________________________________________________________
 NM0503  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 NM0503  VERT ORDER      -  THIRD
 NM0503
 NM0503.The horizontal coordinates were scaled from a map and have
 NM0503.an estimated accuracy of +/- 6 seconds.
 NM0503
 NM0503.The orthometric height was computed from unverified reset data.
 NM0503
 NM0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0503.GEOID18 height accuracy estimate available here.
 NM0503
 NM0503.Click photographs - Photos may exist for this station.
 NM0503
 NM0503;                    North         East    Units  Estimated Accuracy
 NM0503;SPC NE       -   263,070.      793,750.      MT  (+/- 180 meters Scaled)
 NM0503
 NM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM111694(NAD 83)
 NM0503
 NM0503                          SUPERSEDED SURVEY CONTROL
 NM0503
 NM0503  NGVD 29 (??/??/??)  433.53   (m)         1422.3    (f) RESET       3  
 NM0503
 NM0503.Superseded values are not recommended for survey control.
 NM0503
 NM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0503.See file dsdata.pdf to determine how the superseded data were derived.
 NM0503
 NM0503_MARKER: DB = BENCH MARK DISK
 NM0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0503_STAMPING: R 237 RESET 1965
 NM0503_MARK LOGO: CGS
 NM0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0503+STABILITY: SURFACE MOTION
 NM0503
 NM0503  HISTORY     - Date     Condition        Report By
 NM0503  HISTORY     - 1965     MONUMENTED       CGS
 NM0503  HISTORY     - 1966     GOOD             USGS
 NM0503
 NM0503                          STATION DESCRIPTION
 NM0503
 NM0503'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0503'2.4 MI E FROM WALTHILL.
 NM0503'2.4 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 NM0503'AT WALTHILL.  91 FT. N. AND 110 FT W. OF X-RD, 6 FT. N. AND 6 FT.
 NM0503'E. OF A POWER POLE, 2 FT. E. OF A ROW POST.  A CONCRETE POST
 NM0503'WITH A STANDARD TABLET STAMPED, R 237 RESET 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0719 ***********************************************************************
 NM0719  DESIGNATION -  R 238
 NM0719  PID         -  NM0719
 NM0719  STATE/COUNTY-  NE/THURSTON
 NM0719  COUNTRY     -  US
 NM0719  USGS QUAD   -  PENDER NE (2017)
 NM0719
 NM0719                         *CURRENT SURVEY CONTROL
 NM0719  ______________________________________________________________________
 NM0719* NAD 83(1986) POSITION- 42 09 45.     (N) 096 31 53.     (W)   SCALED
 NM0719* NAVD 88 ORTHO HEIGHT -   433.472 (meters)     1422.15  (feet) ADJUSTED
 NM0719  ______________________________________________________________________
 NM0719  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 NM0719  DYNAMIC HEIGHT  -        433.320 (meters)     1421.65  (feet) COMP
 NM0719  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 NM0719
 NM0719  VERT ORDER      -  SECOND    CLASS 0
 NM0719
 NM0719.The horizontal coordinates were scaled from a map and have
 NM0719.an estimated accuracy of +/- 6 seconds.
 NM0719
 NM0719.The orthometric height was determined by differential leveling and
 NM0719.adjusted by the NATIONAL GEODETIC SURVEY
 NM0719.in June 1991.
 NM0719
 NM0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0719.GEOID18 height accuracy estimate available here.
 NM0719
 NM0719.Click photographs - Photos may exist for this station.
 NM0719
 NM0719.The dynamic height is computed by dividing the NAVD 88
 NM0719.geopotential number by the normal gravity value computed on the
 NM0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0719.degrees latitude (g = 980.6199 gals.).
 NM0719
 NM0719.The modeled gravity was interpolated from observed gravity values.
 NM0719
 NM0719;                    North         East    Units  Estimated Accuracy
 NM0719;SPC NE       -   264,350.      786,490.      MT  (+/- 180 meters Scaled)
 NM0719
 NM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM039707(NAD 83)
 NM0719
 NM0719                          SUPERSEDED SURVEY CONTROL
 NM0719
 NM0719  NGVD 29 (??/??/92)  433.314  (m)         1421.63   (f) ADJ UNCH    2 0
 NM0719
 NM0719.Superseded values are not recommended for survey control.
 NM0719
 NM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0719.See file dsdata.pdf to determine how the superseded data were derived.
 NM0719
 NM0719_MARKER: DB = BENCH MARK DISK
 NM0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0719_STAMPING: R 238 1947
 NM0719_MARK LOGO: CGS
 NM0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0719+STABILITY: SURFACE MOTION
 NM0719
 NM0719  HISTORY     - Date     Condition        Report By
 NM0719  HISTORY     - 1947     MONUMENTED       CGS
 NM0719  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0719
 NM0719                          STATION DESCRIPTION
 NM0719
 NM0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0719'3.2 MI W FROM WALTHILL.
 NM0719'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0719'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A T-ROAD, THENCE
 NM0719'WEST 2.0 MILES TO A SHARP TURN, THENCE NORTH 0.6 MILE TO A SHARP
 NM0719'TURN WEST, 0.1 MILE EAST OF A FARM HOUSE AT THE TOP OF A HILL,
 NM0719'450 FEET WEST OF THE TURN, 72.0 FEET NORTHEAST OF A POWER POLE,
 NM0719'29.6 FEET NORTH OF THE CENTER OF THE ROAD, 2.0 FEET EAST OF
 NM0719'A TELEPHONE POLE, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0
 NM0719'FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0719'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0719
 NM0719                          STATION RECOVERY (1966)
 NM0719
 NM0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0719'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0435 ***********************************************************************
 NM0435  DESIGNATION -  R 239
 NM0435  PID         -  NM0435
 NM0435  STATE/COUNTY-  NE/THURSTON
 NM0435  COUNTRY     -  US
 NM0435  USGS QUAD   -  WALTHILL (2017)
 NM0435
 NM0435                         *CURRENT SURVEY CONTROL
 NM0435  ______________________________________________________________________
 NM0435* NAD 83(1986) POSITION- 42 14 14.     (N) 096 25 25.     (W)   SCALED
 NM0435* NAVD 88 ORTHO HEIGHT -   421.308 (meters)     1382.24  (feet) ADJUSTED
 NM0435  ______________________________________________________________________
 NM0435  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM0435  DYNAMIC HEIGHT  -        421.168 (meters)     1381.78  (feet) COMP
 NM0435  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 NM0435
 NM0435  VERT ORDER      -  SECOND    CLASS 0
 NM0435
 NM0435.The horizontal coordinates were scaled from a map and have
 NM0435.an estimated accuracy of +/- 6 seconds.
 NM0435
 NM0435.The orthometric height was determined by differential leveling and
 NM0435.adjusted by the NATIONAL GEODETIC SURVEY
 NM0435.in June 1991.
 NM0435
 NM0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0435.GEOID18 height accuracy estimate available here.
 NM0435
 NM0435.Click photographs - Photos may exist for this station.
 NM0435
 NM0435.The dynamic height is computed by dividing the NAVD 88
 NM0435.geopotential number by the normal gravity value computed on the
 NM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0435.degrees latitude (g = 980.6199 gals.).
 NM0435
 NM0435.The modeled gravity was interpolated from observed gravity values.
 NM0435
 NM0435;                    North         East    Units  Estimated Accuracy
 NM0435;SPC NE       -   273,000.      795,040.      MT  (+/- 180 meters Scaled)
 NM0435
 NM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM125793(NAD 83)
 NM0435
 NM0435                          SUPERSEDED SURVEY CONTROL
 NM0435
 NM0435  NGVD 29 (??/??/92)  421.154  (m)         1381.74   (f) ADJ UNCH    2 0
 NM0435
 NM0435.Superseded values are not recommended for survey control.
 NM0435
 NM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0435.See file dsdata.pdf to determine how the superseded data were derived.
 NM0435
 NM0435_MARKER: DB = BENCH MARK DISK
 NM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0435_STAMPING: R 239 1947
 NM0435_MARK LOGO: CGS
 NM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0435+STABILITY: SURFACE MOTION
 NM0435
 NM0435  HISTORY     - Date     Condition        Report By
 NM0435  HISTORY     - 1947     MONUMENTED       CGS
 NM0435  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0435
 NM0435                          STATION DESCRIPTION
 NM0435
 NM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0435'2.8 MI NE FROM WINNEBAGO.
 NM0435'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0435'THENCE NORTH ALONG A DIRT ROAD 0.2 MILE, 0.1 MILE WEST OF A
 NM0435'FARM HOUSE, 27.0 FEET EAST OF THE CENTER OF THE ROAD, 12.4 FEET
 NM0435'NORTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF A BARBED WIRE
 NM0435'FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND PROJECTING
 NM0435'0.2 FOOT ABOVE GROUND.
 NM0435
 NM0435                          STATION RECOVERY (1965)
 NM0435
 NM0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0712 ***********************************************************************
 LH0712  DESIGNATION -  R 24
 LH0712  PID         -  LH0712
 LH0712  STATE/COUNTY-  NE/GOSPER
 LH0712  COUNTRY     -  US
 LH0712  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0712
 LH0712                         *CURRENT SURVEY CONTROL
 LH0712  ______________________________________________________________________
 LH0712* NAD 83(1986) POSITION- 40 26 17.     (N) 099 53 12.     (W)   SCALED
 LH0712* NAVD 88 ORTHO HEIGHT -   742.109 (meters)     2434.74  (feet) ADJUSTED
 LH0712  ______________________________________________________________________
 LH0712  GEOID HEIGHT    -        -24.549 (meters)                     GEOID18
 LH0712  DYNAMIC HEIGHT  -        741.636 (meters)     2433.18  (feet) COMP
 LH0712  MODELED GRAVITY -    979,963.5   (mgal)                       NAVD 88
 LH0712
 LH0712  VERT ORDER      -  FIRST     CLASS II
 LH0712
 LH0712.The horizontal coordinates were scaled from a map and have
 LH0712.an estimated accuracy of +/- 6 seconds.
 LH0712
 LH0712.The orthometric height was determined by differential leveling and
 LH0712.adjusted by the NATIONAL GEODETIC SURVEY
 LH0712.in June 1991.
 LH0712
 LH0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0712.GEOID18 height accuracy estimate available here.
 LH0712
 LH0712.Click photographs - Photos may exist for this station.
 LH0712
 LH0712.The dynamic height is computed by dividing the NAVD 88
 LH0712.geopotential number by the normal gravity value computed on the
 LH0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0712.degrees latitude (g = 980.6199 gals.).
 LH0712
 LH0712.The modeled gravity was interpolated from observed gravity values.
 LH0712
 LH0712;                    North         East    Units  Estimated Accuracy
 LH0712;SPC NE       -    67,150.      509,610.      MT  (+/- 180 meters Scaled)
 LH0712
 LH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK247767(NAD 83)
 LH0712
 LH0712                          SUPERSEDED SURVEY CONTROL
 LH0712
 LH0712  NGVD 29 (02/14/92)  741.807  (m)         2433.75   (f) ADJUSTED    1 2
 LH0712  NGVD 29 (??/??/87)  741.832  (m)         2433.83   (f) SUPERSEDED  1 2
 LH0712
 LH0712.Superseded values are not recommended for survey control.
 LH0712
 LH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0712.See file dsdata.pdf to determine how the superseded data were derived.
 LH0712
 LH0712_MARKER: DB = BENCH MARK DISK
 LH0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0712_STAMPING: R 24 1933
 LH0712_MARK LOGO: CGS
 LH0712_PROJECTION: PROJECTING 20 CENTIMETERS
 LH0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0712+STABILITY: SURFACE MOTION
 LH0712
 LH0712  HISTORY     - Date     Condition        Report By
 LH0712  HISTORY     - 1933     MONUMENTED       CGS
 LH0712  HISTORY     - 1941     GOOD             CGS
 LH0712  HISTORY     - 1986     GOOD             NGS
 LH0712  HISTORY     - 20130521 POOR             INDIV
 LH0712
 LH0712                          STATION DESCRIPTION
 LH0712
 LH0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0712'10.4 MI N FROM ARAPAHOE.
 LH0712'IN GOSPER COUNTY, 10.4 MILES NORTH ALONG STATE HIGHWAY 21 FROM
 LH0712'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE,
 LH0712'FURNAS COUNTY, AT A 90-DEGREE CURVE, 74 FEET NORTH OF THE
 LH0712'CENTERLINE OF A ROAD LEADING EAST, 60 FEET WEST OF THE CENTERLINE
 LH0712'OF A ROAD LEADING SOUTH, 50 FEET EAST OF THE CENTERLINE OF THE
 LH0712'HIGHWAY, AND IN THE TRIANGULAR PLOT FORMED BY THESE ROADS.  A
 LH0712'STANDARD DISK, STAMPED R 24 1933 AND SET IN THE TOP OF A CONCRETE
 LH0712'POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0712
 LH0712                          STATION RECOVERY (1986)
 LH0712
 LH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0712'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.85 KM (9.3
 LH0712'MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0712'34 AT ARAPAHOE, THENCE 0.35 KM (0.2 MI) EAST ALONG A DIRT ROAD, AT THE
 LH0712'T JUNCTION OF A DIRT ROAD LEADING SOUTH, 25.9 METERS (85 FT) NORTH OF
 LH0712'THE CENTER OF THE ROAD, 34.1 METERS (112 FT) NORTHWEST OF A POWER POLE
 LH0712'FOR THE INTERSECTION OF POWER LINES AND 21.2 METERS (69.5 FT) WEST OF
 LH0712'THE EXTENDED CENTER OF A DIRT ROAD.
 LH0712'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0712'THE MARK IS 0.3 M ABOVE THE ROAD.
 LH0712
 LH0712                          STATION RECOVERY (2013)
 LH0712
 LH0712'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 LH0712'MARK WAS DESTROYED.  WE RESET NEW MARK,35.0 FT. SOUTH TO C.R.732, WEST
 LH0712'1.07 FT.TO BOTTOM FIBERGLAS WITNESS, 16.5 FT EAST CTRLINE FIELD ENT.
 LH0712'NORTH,EAST 6.5 FT TO IN LINE CTRLNE C.R.425 SOUTH, SOUTH 35.07 FT. TO
 LH0712'SEC.COR.EAST 41.05 FT.TO P.K NAIL IN POWER POLE.
 LH0712'MARK IS FLUSH.  STAMPED R 24 RESET 2013.  TO REACH IS STILL ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0736 ***********************************************************************
 NM0736  DESIGNATION -  R 240
 NM0736  PID         -  NM0736
 NM0736  STATE/COUNTY-  NE/CUMING
 NM0736  COUNTRY     -  US
 NM0736  USGS QUAD   -  BANCROFT (2017)
 NM0736
 NM0736                         *CURRENT SURVEY CONTROL
 NM0736  ______________________________________________________________________
 NM0736* NAD 83(1986) POSITION- 42 04 32.     (N) 096 34 29.     (W)   SCALED
 NM0736* NAVD 88 ORTHO HEIGHT -   428.714 (meters)     1406.54  (feet) ADJUSTED
 NM0736  ______________________________________________________________________
 NM0736  GEOID HEIGHT    -        -25.640 (meters)                     GEOID18
 NM0736  DYNAMIC HEIGHT  -        428.560 (meters)     1406.03  (feet) COMP
 NM0736  MODELED GRAVITY -    980,249.8   (mgal)                       NAVD 88
 NM0736
 NM0736  VERT ORDER      -  SECOND    CLASS 0
 NM0736
 NM0736.The horizontal coordinates were scaled from a map and have
 NM0736.an estimated accuracy of +/- 6 seconds.
 NM0736
 NM0736.The orthometric height was determined by differential leveling and
 NM0736.adjusted by the NATIONAL GEODETIC SURVEY
 NM0736.in June 1991.
 NM0736
 NM0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0736.GEOID18 height accuracy estimate available here.
 NM0736
 NM0736.Click photographs - Photos may exist for this station.
 NM0736
 NM0736.The dynamic height is computed by dividing the NAVD 88
 NM0736.geopotential number by the normal gravity value computed on the
 NM0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0736.degrees latitude (g = 980.6199 gals.).
 NM0736
 NM0736.The modeled gravity was interpolated from observed gravity values.
 NM0736
 NM0736;                    North         East    Units  Estimated Accuracy
 NM0736;SPC NE       -   254,560.      783,290.      MT  (+/- 180 meters Scaled)
 NM0736
 NM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM006610(NAD 83)
 NM0736
 NM0736                          SUPERSEDED SURVEY CONTROL
 NM0736
 NM0736  NGVD 29 (??/??/92)  428.555  (m)         1406.02   (f) ADJ UNCH    2 0
 NM0736
 NM0736.Superseded values are not recommended for survey control.
 NM0736
 NM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0736.See file dsdata.pdf to determine how the superseded data were derived.
 NM0736
 NM0736_MARKER: DB = BENCH MARK DISK
 NM0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0736_STAMPING: R 240 1947
 NM0736_MARK LOGO: CGS
 NM0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0736+STABILITY: SURFACE MOTION
 NM0736
 NM0736  HISTORY     - Date     Condition        Report By
 NM0736  HISTORY     - 1947     MONUMENTED       CGS
 NM0736
 NM0736                          STATION DESCRIPTION
 NM0736
 NM0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0736'4.2 MI N FROM BANCROFT.
 NM0736'0.2 MILE WEST ALONG STATE HIGHWAY NO. 16 FROM THE RAILROAD
 NM0736'STATION AT BANCROFT, THENCE NORTH 4.0 MILES WEST ALONG A GRAVEL
 NM0736'ROAD, AT A CROSS ROAD, 48.6 FEET NORTH OF THE CENTER OF THE
 NM0736'EAST-WEST ROAD, 29.2 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 NM0736'ROAD, 15.7 FEET NORTH OF A FENCE CORNER POST, 12.9 FEET NORTH
 NM0736'OF A TELEPHONE POLE, 18.2 FEET WEST OF A MAILBOX, 2.0 FEET EAST
 NM0736'OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER
 NM0736'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 NM0736'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0303 ***********************************************************************
 MK0303  DESIGNATION -  R 241
 MK0303  PID         -  MK0303
 MK0303  STATE/COUNTY-  NE/BURT
 MK0303  COUNTRY     -  US
 MK0303  USGS QUAD   -  TEKAMAH NW (2017)
 MK0303
 MK0303                         *CURRENT SURVEY CONTROL
 MK0303  ______________________________________________________________________
 MK0303* NAD 83(1986) POSITION- 41 54 10.     (N) 096 10 07.     (W)   SCALED
 MK0303* NAVD 88 ORTHO HEIGHT -   316.883 (meters)     1039.64  (feet) ADJUSTED
 MK0303  ______________________________________________________________________
 MK0303  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 MK0303  DYNAMIC HEIGHT  -        316.765 (meters)     1039.25  (feet) COMP
 MK0303  MODELED GRAVITY -    980,242.0   (mgal)                       NAVD 88
 MK0303
 MK0303  VERT ORDER      -  SECOND    CLASS 0
 MK0303
 MK0303.The horizontal coordinates were scaled from a map and have
 MK0303.an estimated accuracy of +/- 6 seconds.
 MK0303
 MK0303.The orthometric height was determined by differential leveling and
 MK0303.adjusted by the NATIONAL GEODETIC SURVEY
 MK0303.in June 1991.
 MK0303
 MK0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0303.GEOID18 height accuracy estimate available here.
 MK0303
 MK0303.Click photographs - Photos may exist for this station.
 MK0303
 MK0303.The dynamic height is computed by dividing the NAVD 88
 MK0303.geopotential number by the normal gravity value computed on the
 MK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0303.degrees latitude (g = 980.6199 gals.).
 MK0303
 MK0303.The modeled gravity was interpolated from observed gravity values.
 MK0303
 MK0303;                    North         East    Units  Estimated Accuracy
 MK0303;SPC NE       -   236,800.      817,710.      MT  (+/- 180 meters Scaled)
 MK0303
 MK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM348428(NAD 83)
 MK0303
 MK0303                          SUPERSEDED SURVEY CONTROL
 MK0303
 MK0303  NGVD 29 (??/??/92)  316.741  (m)         1039.17   (f) ADJ UNCH    2 0
 MK0303
 MK0303.Superseded values are not recommended for survey control.
 MK0303
 MK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0303.See file dsdata.pdf to determine how the superseded data were derived.
 MK0303
 MK0303_MARKER: DB = BENCH MARK DISK
 MK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0303_STAMPING: R 241 1947
 MK0303_MARK LOGO: CGS
 MK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0303+STABILITY: SURFACE MOTION
 MK0303
 MK0303  HISTORY     - Date     Condition        Report By
 MK0303  HISTORY     - 1947     MONUMENTED       CGS
 MK0303  HISTORY     - 1948     GOOD             CGS
 MK0303  HISTORY     - 1975     GOOD             LOCSUR
 MK0303
 MK0303                          STATION DESCRIPTION
 MK0303
 MK0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0303'11.7 MI NE FROM TEKAMAH.
 MK0303'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0303'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0303'GRAVEL ROAD, THENCE 2.1 MILES NORTH ALONG A DIRT AND GRAVEL
 MK0303'ROAD, AT A ROAD CROSSING WITH A DIRT AND GRAVEL ROAD LEADING
 MK0303'WEST AND A FIELD ROAD LEADING EAST, ABOUT 150.0 FEET NORTH OF THE
 MK0303'JUNCTION OF THE ROADS, AT THE SOUTHEAST CORNER OF A GROVE OF
 MK0303'COTTONWOOD TREES, NEAR A FARMHOUSE, 37.0 FEET WEST OF THE CENTER
 MK0303'LINE OF THE NORTH-SOUTH ROAD, 28.0 FEET NORTH OF THE CENTER
 MK0303'LINE OF A PRIVATE ROAD LEADING WEST, 1.3 FEET SOUTH OF A
 MK0303'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 MK0303'FOOT ABOVE THE GROUND.
 MK0303
 MK0303                          STATION RECOVERY (1975)
 MK0303
 MK0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MK0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0607 ***********************************************************************
 MK0607  DESIGNATION -  R 242
 MK0607  PID         -  MK0607
 MK0607  STATE/COUNTY-  NE/WASHINGTON
 MK0607  COUNTRY     -  US
 MK0607  USGS QUAD   -  ARLINGTON (2017)
 MK0607
 MK0607                         *CURRENT SURVEY CONTROL
 MK0607  ______________________________________________________________________
 MK0607* NAD 83(1986) POSITION- 41 25 12.     (N) 096 16 13.     (W)   SCALED
 MK0607* NAVD 88 ORTHO HEIGHT -   397.158 (meters)     1303.01  (feet) ADJUSTED
 MK0607  ______________________________________________________________________
 MK0607  GEOID HEIGHT    -        -27.748 (meters)                     GEOID18
 MK0607  DYNAMIC HEIGHT  -        396.969 (meters)     1302.39  (feet) COMP
 MK0607  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 MK0607
 MK0607  VERT ORDER      -  SECOND    CLASS 0
 MK0607
 MK0607.The horizontal coordinates were scaled from a map and have
 MK0607.an estimated accuracy of +/- 6 seconds.
 MK0607
 MK0607.The orthometric height was determined by differential leveling and
 MK0607.adjusted by the NATIONAL GEODETIC SURVEY
 MK0607.in June 1991.
 MK0607
 MK0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0607.GEOID18 height accuracy estimate available here.
 MK0607
 MK0607.Click photographs - Photos may exist for this station.
 MK0607
 MK0607.The dynamic height is computed by dividing the NAVD 88
 MK0607.geopotential number by the normal gravity value computed on the
 MK0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0607.degrees latitude (g = 980.6199 gals.).
 MK0607
 MK0607.The modeled gravity was interpolated from observed gravity values.
 MK0607
 MK0607;                    North         East    Units  Estimated Accuracy
 MK0607;SPC NE       -   182,880.      811,600.      MT  (+/- 180 meters Scaled)
 MK0607
 MK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281889(NAD 83)
 MK0607
 MK0607                          SUPERSEDED SURVEY CONTROL
 MK0607
 MK0607  NGVD 29 (??/??/92)  397.008  (m)         1302.52   (f) ADJ UNCH    2 0
 MK0607
 MK0607.Superseded values are not recommended for survey control.
 MK0607
 MK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0607.See file dsdata.pdf to determine how the superseded data were derived.
 MK0607
 MK0607_MARKER: DB = BENCH MARK DISK
 MK0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0607_STAMPING: R 242 1947
 MK0607_MARK LOGO: CGS
 MK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0607+STABILITY: SURFACE MOTION
 MK0607
 MK0607  HISTORY     - Date     Condition        Report By
 MK0607  HISTORY     - 1947     MONUMENTED       CGS
 MK0607
 MK0607                          STATION DESCRIPTION
 MK0607
 MK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0607'6 MI SE FROM ARLINGTON.
 MK0607'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0607'FROM THE STATION AT ARLINGTON, THENCE 1.5 MILE SOUTH ALONG
 MK0607'A GRAVEL ROAD, AT THE CROSSING OF THE OMAHA BRANCH OF THE
 MK0607'CHICAGO AND NORTH WESTERN RAILWAY, 64.0 FEET EAST NORTHEAST OF THE
 MK0607'CENTER OF THE CROSSING, 62.0 FEET EAST OF THE CENTER OF THE ROAD,
 MK0607'41.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 9.0
 MK0607'FEET NORTHWEST OF A TELEPHONE POLE, 5.5 FEET SOUTHWEST OF THE
 MK0607'NORTHEAST RIGHT OF WAY FENCE, 2.0 FEET SOUTHEAST OF A
 MK0607'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE
 MK0607'TRACK AND THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0647 ***********************************************************************
 MK0647  DESIGNATION -  R 243 RESET
 MK0647  PID         -  MK0647
 MK0647  STATE/COUNTY-  NE/DOUGLAS
 MK0647  COUNTRY     -  US
 MK0647  USGS QUAD   -  IRVINGTON (2017)
 MK0647
 MK0647                         *CURRENT SURVEY CONTROL
 MK0647  ______________________________________________________________________
 MK0647* NAD 83(1986) POSITION- 41 21 01.     (N) 096 05 20.     (W)   SCALED
 MK0647* NAVD 88 ORTHO HEIGHT -   346.20  (meters)     1135.8   (feet) RESET
 MK0647  ______________________________________________________________________
 MK0647  GEOID HEIGHT    -        -27.859 (meters)                     GEOID18
 MK0647  VERT ORDER      -  THIRD
 MK0647
 MK0647.The horizontal coordinates were scaled from a map and have
 MK0647.an estimated accuracy of +/- 6 seconds.
 MK0647
 MK0647.The orthometric height was computed from unverified reset data.
 MK0647
 MK0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0647.GEOID18 height accuracy estimate available here.
 MK0647
 MK0647.Click photographs - Photos may exist for this station.
 MK0647
 MK0647;                    North         East    Units  Estimated Accuracy
 MK0647;SPC NE       -   175,820.      827,090.      MT  (+/- 180 meters Scaled)
 MK0647
 MK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL435817(NAD 83)
 MK0647
 MK0647                          SUPERSEDED SURVEY CONTROL
 MK0647
 MK0647.No superseded survey control is available for this station.
 MK0647
 MK0647_MARKER: DB = BENCH MARK DISK
 MK0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0647_SP_SET: BRIDGE
 MK0647_STAMPING: R 243 RESET 1967
 MK0647_MARK LOGO: CGS
 MK0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0647+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 MK0647
 MK0647  HISTORY     - Date     Condition        Report By
 MK0647  HISTORY     - 1967     MONUMENTED       USACE
 MK0647  HISTORY     - 1967     GOOD             CGS
 MK0647  HISTORY     - 20010209 GOOD             INDIV
 MK0647
 MK0647                          STATION DESCRIPTION
 MK0647
 MK0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MK0647'2.9 MI NW FROM IRVINGTON.
 MK0647'2.9 MILES NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 MK0647'IRVINGTON, APPROXIMATELY 200 FEET WEST OF THE INTERSECTION OF
 MK0647'STATE HIGHWAY 133 AND AN EAST WEST OILED ROAD, IN SECTION 20,
 MK0647'T 16 N., R 12 E, SET IN THE LEFT OR SOUTH WINGWALL OF BRIDGE
 MK0647'OVER THOMAS CREEK, ON EAST-WEST OILED ROAD, AND STAMPED R 243
 MK0647'RESET 1967.
 MK0647
 MK0647                          STATION RECOVERY (2001)
 MK0647
 MK0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 MK0647'NEW BRIDGE HAS BEEN CONSTRUCTED BUT OLD WALL STILL REMAINS. POINT IS
 MK0647'APROX. 9.0 FT WEST OF BRIDGE ABUNTMENT AND 1.0 FT SOUTH OF EDGE OF
 MK0647'CONCRETE DECK AND 2.0 FT BELOW THE ROADWAY SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0385 ***********************************************************************
 MK0385  DESIGNATION -  R 244
 MK0385  PID         -  MK0385
 MK0385  STATE/COUNTY-  NE/WASHINGTON
 MK0385  COUNTRY     -  US
 MK0385  USGS QUAD   -  HERMAN (2017)
 MK0385
 MK0385                         *CURRENT SURVEY CONTROL
 MK0385  ______________________________________________________________________
 MK0385* NAD 83(1986) POSITION- 41 40 08.     (N) 096 12 48.     (W)   SCALED
 MK0385* NAVD 88 ORTHO HEIGHT -   320.716 (meters)     1052.22  (feet) ADJUSTED
 MK0385  ______________________________________________________________________
 MK0385  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 MK0385  DYNAMIC HEIGHT  -        320.582 (meters)     1051.78  (feet) COMP
 MK0385  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 MK0385
 MK0385  VERT ORDER      -  SECOND    CLASS 0
 MK0385
 MK0385.The horizontal coordinates were scaled from a map and have
 MK0385.an estimated accuracy of +/- 6 seconds.
 MK0385
 MK0385.The orthometric height was determined by differential leveling and
 MK0385.adjusted by the NATIONAL GEODETIC SURVEY
 MK0385.in June 1991.
 MK0385
 MK0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0385.GEOID18 height accuracy estimate available here.
 MK0385
 MK0385.Click photographs - Photos may exist for this station.
 MK0385
 MK0385.The dynamic height is computed by dividing the NAVD 88
 MK0385.geopotential number by the normal gravity value computed on the
 MK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0385.degrees latitude (g = 980.6199 gals.).
 MK0385
 MK0385.The modeled gravity was interpolated from observed gravity values.
 MK0385
 MK0385;                    North         East    Units  Estimated Accuracy
 MK0385;SPC NE       -   210,700.      815,140.      MT  (+/- 180 meters Scaled)
 MK0385
 MK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM319167(NAD 83)
 MK0385
 MK0385                          SUPERSEDED SURVEY CONTROL
 MK0385
 MK0385  NGVD 29 (??/??/92)  320.574  (m)         1051.75   (f) ADJ UNCH    2 0
 MK0385
 MK0385.Superseded values are not recommended for survey control.
 MK0385
 MK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0385.See file dsdata.pdf to determine how the superseded data were derived.
 MK0385
 MK0385_MARKER: DB = BENCH MARK DISK
 MK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0385_STAMPING: R 244 1947
 MK0385_MARK LOGO: CGS
 MK0385_PROJECTION: RECESSED 3 CENTIMETERS
 MK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0385+STABILITY: SURFACE MOTION
 MK0385
 MK0385  HISTORY     - Date     Condition        Report By
 MK0385  HISTORY     - 1947     MONUMENTED       CGS
 MK0385
 MK0385                          STATION DESCRIPTION
 MK0385
 MK0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0385'AT HERMAN.
 MK0385'AT HERMAN, IN THE FRONT LAWN OF THE HERMAN HIGH SCHOOL, 0.35
 MK0385'MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE, 108.0 FEET
 MK0385'WEST OF THE CENTER OF A NORTH-SOUTH STREET, 58.0 FEET NORTH OF
 MK0385'THE CENTER OF AN EAST-WEST STREET, 48.5 FEET SOUTH OF THE CENTER
 MK0385'OF THE CONCRETE WALK LEADING WEST TO THE SCHOOL BUILDING, 44.9
 MK0385'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK BANISTER
 MK0385'OF THE FRONT ENTRANCE STEPS, 38.0 FEET EAST OF THE SOUTHEAST
 MK0385'CORNER OF THE BUILDING, 4.0 FEET EAST OF A STEEL PIPE FLAG POLE,
 MK0385'SET IN A CONCRETE POST ABOUT 0.1 FOOT BELOW THE SURFACE OF THE
 MK0385'LAWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2199 ***********************************************************************
 MK2199  DESIGNATION -  R 245 RESET
 MK2199  PID         -  MK2199
 MK2199  STATE/COUNTY-  NE/WASHINGTON
 MK2199  COUNTRY     -  US
 MK2199  USGS QUAD   -  NICKERSON NE (2017)
 MK2199
 MK2199                         *CURRENT SURVEY CONTROL
 MK2199  ______________________________________________________________________
 MK2199* NAD 83(1986) POSITION- 41 40 07.     (N) 096 20 53.     (W)   SCALED
 MK2199* NAVD 88 ORTHO HEIGHT -   397.79  (meters)     1305.1   (feet) RESET
 MK2199  ______________________________________________________________________
 MK2199  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 MK2199  VERT ORDER      -  THIRD
 MK2199
 MK2199.The horizontal coordinates were scaled from a map and have
 MK2199.an estimated accuracy of +/- 6 seconds.
 MK2199
 MK2199.The orthometric height was computed from unverified reset data.
 MK2199
 MK2199.No vertical observational check was made to the station.
 MK2199
 MK2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2199.GEOID18 height accuracy estimate available here.
 MK2199
 MK2199.Click photographs - Photos may exist for this station.
 MK2199
 MK2199;                    North         East    Units  Estimated Accuracy
 MK2199;SPC NE       -   210,180.      803,940.      MT  (+/- 180 meters Scaled)
 MK2199
 MK2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM207163(NAD 83)
 MK2199
 MK2199                          SUPERSEDED SURVEY CONTROL
 MK2199
 MK2199  NGVD 29 (01/31/13)  397.64   (m)         1304.6    (f) RESET       3  
 MK2199
 MK2199.Superseded values are not recommended for survey control.
 MK2199
 MK2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2199.See file dsdata.pdf to determine how the superseded data were derived.
 MK2199
 MK2199_MARKER: DV = VERTICAL CONTROL DISK
 MK2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2199_STAMPING: R 245 RESET 1991
 MK2199_MARK LOGO: NGS
 MK2199_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2199+STABILITY: SURFACE MOTION
 MK2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2199+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2199
 MK2199  HISTORY     - Date     Condition        Report By
 MK2199  HISTORY     - 1991     MONUMENTED       NGS
 MK2199
 MK2199                          STATION DESCRIPTION
 MK2199
 MK2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MK2199'ABOUT 14.5 KM (9.0 MI) NORTHEAST FROM WINSLOW, 11.3 KM (7.0 MI) WEST
 MK2199'FROM HERMAN, 8.0 KM (5.0 MI) EAST FROM THE DODGE-WASHINGTON COUNTY
 MK2199'LINE, 1.6 KM (1.0 MI) SOUTH FROM THE BURT-WASHINGTON COUNTY LINE, IN
 MK2199'THE SE1/4, SEC25, T19N, R9E AND ON THE WEST RIGHT-OF-WAY OF A COUNTY
 MK2199'ROAD.  FROM THE WINSLOW POST OFFICE GO NORTH FOR 0.16 KM (0.10 MI) TO
 MK2199'A PAVED ROAD.  TURN RIGHT AND GO EAST FOR 0.32 KM (0.20 MI) TO U.S.
 MK2199'HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE HIGHWAY FOR 6.60 KM (4.10
 MK2199'MI) TO A GRADED CROSSROAD, DODGE COUNTY ROAD F. TURN RIGHT AND GO
 MK2199'EAST ON ROAD F FOR 4.84 KM (3.01 MI) TO A GRADED CROSSROAD AT THE
 MK2199'WASHINGTON COUNTY LINE.  CONTINUE EAST ON WASHINGTON COUNTY ROAD 4
 MK2199'FOR 8.21 KM (5.10 MI) TO A GRADED CROSSROAD AND THE MARK ON THE LEFT,
 MK2199'IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE DISK IS SET INTO THE
 MK2199'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.2 FT (0.1 M) ABOVE
 MK2199'THE GROUND.  IT IS 25.15 M (82.51 FT) NORTH FROM THE CENTERLINE OF
 MK2199'ROAD 4, 8.53 M (27.99 FT) WEST FROM THE CENTERLINE OF THE NORTH-SOUTH
 MK2199'ROAD, 5.73 M (18.80 FT) NORTH FROM A POWER POLE, 0.67 M (2.20 FT)
 MK2199'EAST FROM A NORTH-SOUTH FENCE, 0.58 M (1.90 FT) NORTH FROM A WITNESS
 MK2199'POST AND 0.58 M (1.90 FT) SOUTH FROM ANOTHER WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0086 ***********************************************************************
 MK0086  DESIGNATION -  R 246 RESET
 MK0086  PID         -  MK0086
 MK0086  STATE/COUNTY-  NE/WASHINGTON
 MK0086  COUNTRY     -  US
 MK0086  USGS QUAD   -  BLAIR (2017)
 MK0086
 MK0086                         *CURRENT SURVEY CONTROL
 MK0086  ______________________________________________________________________
 MK0086* NAD 83(1986) POSITION- 41 33 35.     (N) 096 09 23.     (W)   SCALED
 MK0086* NAVD 88 ORTHO HEIGHT -   327.09  (meters)     1073.1   (feet) RESET
 MK0086  ______________________________________________________________________
 MK0086  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 MK0086  VERT ORDER      -  THIRD
 MK0086
 MK0086.The horizontal coordinates were scaled from a map and have
 MK0086.an estimated accuracy of +/- 6 seconds.
 MK0086
 MK0086.The orthometric height was computed from unverified reset data.
 MK0086
 MK0086.No vertical observational check was made to the station.
 MK0086
 MK0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0086.GEOID18 height accuracy estimate available here.
 MK0086
 MK0086.Click photographs - Photos may exist for this station.
 MK0086
 MK0086;                    North         East    Units  Estimated Accuracy
 MK0086;SPC NE       -   198,800.      820,420.      MT  (+/- 180 meters Scaled)
 MK0086
 MK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM371047(NAD 83)
 MK0086
 MK0086                          SUPERSEDED SURVEY CONTROL
 MK0086
 MK0086  NGVD 29 (01/31/13)  326.95   (m)         1072.7    (f) RESET       3  
 MK0086
 MK0086.Superseded values are not recommended for survey control.
 MK0086
 MK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0086.See file dsdata.pdf to determine how the superseded data were derived.
 MK0086
 MK0086_MARKER: DV = VERTICAL CONTROL DISK
 MK0086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0086_SP_SET: CULVERT HEADWALL
 MK0086_STAMPING: R 246 RESET 1975
 MK0086_MARK LOGO: NGS
 MK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0086+STABILITY: SURFACE MOTION
 MK0086
 MK0086  HISTORY     - Date     Condition        Report By
 MK0086  HISTORY     - 1975     MONUMENTED       NEDR
 MK0086
 MK0086                          STATION DESCRIPTION
 MK0086
 MK0086'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1975
 MK0086'0.4 MI W FROM BLAIR.
 MK0086'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 1.5 MILE NORTHWEST
 MK0086'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, SET
 MK0086'IN TOP OF THE MIDDLE OF THE SOUTHWEST HEADWALL (CALLED PARAPET)
 MK0086'A 4 X 6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY ABOUT THE SAME
 MK0086'ELEVATION AS THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0442 ***********************************************************************
 MK0442  DESIGNATION -  R 247 RESET
 MK0442  PID         -  MK0442
 MK0442  STATE/COUNTY-  NE/DODGE
 MK0442  COUNTRY     -  US
 MK0442  USGS QUAD   -  NICKERSON (2017)
 MK0442
 MK0442                         *CURRENT SURVEY CONTROL
 MK0442  ______________________________________________________________________
 MK0442* NAD 83(1986) POSITION- 41 32 18.     (N) 096 28 09.     (W)   SCALED
 MK0442* NAVD 88 ORTHO HEIGHT -   365.18  (meters)     1198.1   (feet) RESET
 MK0442  ______________________________________________________________________
 MK0442  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 MK0442  VERT ORDER      -  THIRD
 MK0442
 MK0442.The horizontal coordinates were scaled from a map and have
 MK0442.an estimated accuracy of +/- 6 seconds.
 MK0442
 MK0442.The orthometric height was computed from unverified reset data.
 MK0442
 MK0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0442.GEOID18 height accuracy estimate available here.
 MK0442
 MK0442.Click photographs - Photos may exist for this station.
 MK0442
 MK0442;                    North         East    Units  Estimated Accuracy
 MK0442;SPC NE       -   195,310.      794,460.      MT  (+/- 180 meters Scaled)
 MK0442
 MK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM111016(NAD 83)
 MK0442
 MK0442                          SUPERSEDED SURVEY CONTROL
 MK0442
 MK0442  NGVD 29 (??/??/??)  365.05   (m)         1197.7    (f) RESET       3  
 MK0442
 MK0442.Superseded values are not recommended for survey control.
 MK0442
 MK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0442.See file dsdata.pdf to determine how the superseded data were derived.
 MK0442
 MK0442_MARKER: DB = BENCH MARK DISK
 MK0442_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0442_SP_SET: BOX CULVERT HEADWALL
 MK0442_STAMPING: R 247 RESET 1962
 MK0442_MARK LOGO: CGS
 MK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0442+STABILITY: SURFACE MOTION
 MK0442
 MK0442  HISTORY     - Date     Condition        Report By
 MK0442  HISTORY     - 1962     MONUMENTED       NEDR
 MK0442
 MK0442                          STATION DESCRIPTION
 MK0442
 MK0442'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 MK0442'0.3 MI N FROM NICKERSON.
 MK0442'THIS MARK IS LOCATED 0.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON
 MK0442'AND QUINCY RAILROAD FROM THE STATION AT NICKERSON, AT A POINT
 MK0442'WHERE STATE HIGHWAY NO. 91 CROSSES THE TRACKS, 175.4 FEET WEST OF
 MK0442'THE WEST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 46.0
 MK0442'FEET WEST OF THE WEST RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY,
 MK0442'32.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 35.0
 MK0442'FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND SET IN THE TOP OF THE
 MK0442'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4 X 8 FOOT CONCRETE
 MK0442'BOX CULVERT RUNNING DIAGONALLY UNDER THE ROAD INTERSECTION, ABOUT
 MK0442'THE SAME ELEVATION AS THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0533 ***********************************************************************
 NM0533  DESIGNATION -  R 248
 NM0533  PID         -  NM0533
 NM0533  STATE/COUNTY-  NE/THURSTON
 NM0533  COUNTRY     -  US
 NM0533  USGS QUAD   -  MACY (2017)
 NM0533
 NM0533                         *CURRENT SURVEY CONTROL
 NM0533  ______________________________________________________________________
 NM0533* NAD 83(1986) POSITION- 42 03 00.     (N) 096 18 32.     (W)   SCALED
 NM0533* NAVD 88 ORTHO HEIGHT -   408.727 (meters)     1340.97  (feet) ADJUSTED
 NM0533  ______________________________________________________________________
 NM0533  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 NM0533  DYNAMIC HEIGHT  -        408.584 (meters)     1340.50  (feet) COMP
 NM0533  MODELED GRAVITY -    980,260.4   (mgal)                       NAVD 88
 NM0533
 NM0533  VERT ORDER      -  SECOND    CLASS 0
 NM0533
 NM0533.The horizontal coordinates were scaled from a map and have
 NM0533.an estimated accuracy of +/- 6 seconds.
 NM0533
 NM0533.The orthometric height was determined by differential leveling and
 NM0533.adjusted by the NATIONAL GEODETIC SURVEY
 NM0533.in June 1991.
 NM0533
 NM0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0533.GEOID18 height accuracy estimate available here.
 NM0533
 NM0533.Click photographs - Photos may exist for this station.
 NM0533
 NM0533.The dynamic height is computed by dividing the NAVD 88
 NM0533.geopotential number by the normal gravity value computed on the
 NM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0533.degrees latitude (g = 980.6199 gals.).
 NM0533
 NM0533.The modeled gravity was interpolated from observed gravity values.
 NM0533
 NM0533;                    North         East    Units  Estimated Accuracy
 NM0533;SPC NE       -   252,630.      805,390.      MT  (+/- 180 meters Scaled)
 NM0533
 NM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM227588(NAD 83)
 NM0533
 NM0533                          SUPERSEDED SURVEY CONTROL
 NM0533
 NM0533  NGVD 29 (??/??/92)  408.580  (m)         1340.48   (f) ADJ UNCH    2 0
 NM0533
 NM0533.Superseded values are not recommended for survey control.
 NM0533
 NM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0533.See file dsdata.pdf to determine how the superseded data were derived.
 NM0533
 NM0533_MARKER: DB = BENCH MARK DISK
 NM0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0533_STAMPING: R 248 1947
 NM0533_MARK LOGO: CGS
 NM0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0533+STABILITY: SURFACE MOTION
 NM0533
 NM0533  HISTORY     - Date     Condition        Report By
 NM0533  HISTORY     - 1947     MONUMENTED       CGS
 NM0533
 NM0533                          STATION DESCRIPTION
 NM0533
 NM0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0533'6.2 MI NW FROM DECATUR.
 NM0533'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0533'DECATUR, THENCE 5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 73E,
 NM0533'THENCE 0.3 MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH
 NM0533'ALONG A DIRT ROAD, AT THE POINT OF CROSSING OF 2 POWER LINES,
 NM0533'51.4 FEET EAST OF A POWER POLE SET IN A FENCE CORNER, 22.6 FEET
 NM0533'EAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A BARBED
 NM0533'WIRE FENCE, 2.0 FEET NORTH OF A 4 X 4 MARKER POST, SET IN THE
 NM0533'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0062 ***********************************************************************
 LH0062  DESIGNATION -  R 249
 LH0062  PID         -  LH0062
 LH0062  STATE/COUNTY-  NE/HALL
 LH0062  COUNTRY     -  US
 LH0062  USGS QUAD   -  GRAND ISLAND (2017)
 LH0062
 LH0062                         *CURRENT SURVEY CONTROL
 LH0062  ______________________________________________________________________
 LH0062* NAD 83(1986) POSITION- 40 58 01.     (N) 098 19 12.     (W)   SCALED
 LH0062* NAVD 88 ORTHO HEIGHT -   563.012 (meters)     1847.15  (feet) ADJUSTED
 LH0062  ______________________________________________________________________
 LH0062  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 LH0062  DYNAMIC HEIGHT  -        562.717 (meters)     1846.18  (feet) COMP
 LH0062  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 LH0062
 LH0062  VERT ORDER      -  FIRST     CLASS II
 LH0062
 LH0062.This mark is at Central Nebraska Regional Airport (GRI)
 LH0062
 LH0062.The horizontal coordinates were scaled from a map and have
 LH0062.an estimated accuracy of +/- 6 seconds.
 LH0062
 LH0062.The orthometric height was determined by differential leveling and
 LH0062.adjusted by the NATIONAL GEODETIC SURVEY
 LH0062.in June 1991.
 LH0062
 LH0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0062.GEOID18 height accuracy estimate available here.
 LH0062
 LH0062.Click photographs - Photos may exist for this station.
 LH0062
 LH0062.The dynamic height is computed by dividing the NAVD 88
 LH0062.geopotential number by the normal gravity value computed on the
 LH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0062.degrees latitude (g = 980.6199 gals.).
 LH0062
 LH0062.The modeled gravity was interpolated from observed gravity values.
 LH0062
 LH0062;                    North         East    Units  Estimated Accuracy
 LH0062;SPC NE       -   127,240.      641,370.      MT  (+/- 180 meters Scaled)
 LH0062
 LH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572353(NAD 83)
 LH0062
 LH0062                          SUPERSEDED SURVEY CONTROL
 LH0062
 LH0062  NGVD 29 (??/??/92)  562.760  (m)         1846.32   (f) ADJ UNCH    1 2
 LH0062
 LH0062.Superseded values are not recommended for survey control.
 LH0062
 LH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0062.See file dsdata.pdf to determine how the superseded data were derived.
 LH0062
 LH0062_MARKER: DB = BENCH MARK DISK
 LH0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0062_SP_SET: BUILDING WALL
 LH0062_STAMPING: R 249 1947
 LH0062_MARK LOGO: CGS
 LH0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0062
 LH0062  HISTORY     - Date     Condition        Report By
 LH0062  HISTORY     - 1947     MONUMENTED       CGS
 LH0062  HISTORY     - 1965     GOOD             CGS
 LH0062  HISTORY     - 1976     GOOD             NGS
 LH0062  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0062
 LH0062                          STATION DESCRIPTION
 LH0062
 LH0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0062'3.5 MI NE FROM GRAND ISLAND.
 LH0062'3.5 MILES NORTHEAST OF GRAND ISLAND, HALL COUNTY, AT GRAND
 LH0062'ISLAND MUNICIPAL AIRPORT, AT THE WEATHER BUREAU AND ADMINISTRATION
 LH0062'BUILDING, IN THE EAST WALL, 1 FOOT NORTH OF THE SOUTHEAST
 LH0062'CORNER OF THE BUILDING, AND 3 FEET ABOVE THE GROUND.  A STANDARD
 LH0062'DISK, STAMPED R 249 1947 AND SET VERTICALLY.
 LH0062
 LH0062                          STATION RECOVERY (1965)
 LH0062
 LH0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LH0062'RECOVERED IN GOOD CONDITION.
 LH0062
 LH0062                          STATION RECOVERY (1976)
 LH0062
 LH0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0062'RECOVERED IN GOOD CONDITION.
 LH0062
 LH0062                          STATION RECOVERY (1990)
 LH0062
 LH0062'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0044 ***********************************************************************
 LJ0044  DESIGNATION -  R 25
 LJ0044  PID         -  LJ0044
 LJ0044  STATE/COUNTY-  NE/RED WILLOW
 LJ0044  COUNTRY     -  US
 LJ0044  USGS QUAD   -  DANBURY NE (2017)
 LJ0044
 LJ0044                         *CURRENT SURVEY CONTROL
 LJ0044  ______________________________________________________________________
 LJ0044* NAD 83(1986) POSITION- 40 14 49.07   (N) 100 18 56.38   (W)   HD_HELD1
 LJ0044* NAVD 88 ORTHO HEIGHT -   711.999 (meters)     2335.95  (feet) ADJUSTED
 LJ0044  ______________________________________________________________________
 LJ0044  GEOID HEIGHT    -        -24.233 (meters)                     GEOID18
 LJ0044  DYNAMIC HEIGHT  -        711.539 (meters)     2334.44  (feet) COMP
 LJ0044  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 LJ0044
 LJ0044  VERT ORDER      -  FIRST     CLASS II
 LJ0044
 LJ0044.The horizontal coordinates were determined by differentially corrected
 LJ0044.hand held GPS observations or other comparable positioning techniques
 LJ0044.and have an estimated accuracy of +/- 3 meters.
 LJ0044
 LJ0044.The orthometric height was determined by differential leveling and
 LJ0044.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0044.in June 1991.
 LJ0044
 LJ0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0044.GEOID18 height accuracy estimate available here.
 LJ0044
 LJ0044.Click photographs - Photos may exist for this station.
 LJ0044
 LJ0044.The dynamic height is computed by dividing the NAVD 88
 LJ0044.geopotential number by the normal gravity value computed on the
 LJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0044.degrees latitude (g = 980.6199 gals.).
 LJ0044
 LJ0044.The modeled gravity was interpolated from observed gravity values.
 LJ0044
 LJ0044;                    North         East    Units  Estimated Accuracy
 LJ0044;SPC NE       -    45,975.9     473,144.7     MT  (+/- 3 meters HH1 GPS) 
 LJ0044
 LJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8809955998(NAD 83)
 LJ0044
 LJ0044                          SUPERSEDED SURVEY CONTROL
 LJ0044
 LJ0044  NGVD 29 (??/??/92)  711.698  (m)         2334.96   (f) ADJ UNCH    1 2
 LJ0044
 LJ0044.Superseded values are not recommended for survey control.
 LJ0044
 LJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0044.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0044
 LJ0044_MARKER: DB = BENCH MARK DISK
 LJ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0044_STAMPING: 2334.962 R 25 1933
 LJ0044_MARK LOGO: CGS
 LJ0044_PROJECTION: FLUSH
 LJ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0044+STABILITY: SURFACE MOTION
 LJ0044
 LJ0044  HISTORY     - Date     Condition        Report By
 LJ0044  HISTORY     - 1933     MONUMENTED       CGS
 LJ0044  HISTORY     - 1954     GOOD             USGS
 LJ0044
 LJ0044                          STATION DESCRIPTION
 LJ0044
 LJ0044'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0044'0.5 MI W FROM BARTLEY.
 LJ0044'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0044'FROM THE STATION AT BARTLEY, REDWILLOW COUNTY, 4-1/2 POLES EAST
 LJ0044'OF THE WEST END OF A SIDETRACK, 43 FEET SOUTH OF THE SOUTH RAIL
 LJ0044'OF THE MAIN TRACK, 33 FEET WEST OF THE CENTERLINE OF A ROAD,
 LJ0044'AND 49 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 LJ0044'R 25 1933 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 LJ0044'WITH THE GROUND.  NOW STAMPED 2334.962 R 25 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0012 ***********************************************************************
 LH0012  DESIGNATION -  R 250
 LH0012  PID         -  LH0012
 LH0012  STATE/COUNTY-  NE/ADAMS
 LH0012  COUNTRY     -  US
 LH0012  USGS QUAD   -  HASTINGS WEST (2017)
 LH0012
 LH0012                         *CURRENT SURVEY CONTROL
 LH0012  ______________________________________________________________________
 LH0012* NAD 83(1986) POSITION- 40 34 06.     (N) 098 27 03.     (W)   SCALED
 LH0012* NAVD 88 ORTHO HEIGHT -   595.680 (meters)     1954.33  (feet) ADJUSTED
 LH0012  ______________________________________________________________________
 LH0012  GEOID HEIGHT    -        -25.275 (meters)                     GEOID18
 LH0012  DYNAMIC HEIGHT  -        595.344 (meters)     1953.22  (feet) COMP
 LH0012  MODELED GRAVITY -    980,041.0   (mgal)                       NAVD 88
 LH0012
 LH0012  VERT ORDER      -  FIRST     CLASS II
 LH0012
 LH0012.This mark is at Hastings Municipal Airport (HSI)
 LH0012
 LH0012.The horizontal coordinates were scaled from a map and have
 LH0012.an estimated accuracy of +/- 6 seconds.
 LH0012
 LH0012.The orthometric height was determined by differential leveling and
 LH0012.adjusted by the NATIONAL GEODETIC SURVEY
 LH0012.in June 1991.
 LH0012
 LH0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0012.GEOID18 height accuracy estimate available here.
 LH0012
 LH0012.Click photographs - Photos may exist for this station.
 LH0012
 LH0012.The dynamic height is computed by dividing the NAVD 88
 LH0012.geopotential number by the normal gravity value computed on the
 LH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0012.degrees latitude (g = 980.6199 gals.).
 LH0012
 LH0012.The modeled gravity was interpolated from observed gravity values.
 LH0012
 LH0012;                    North         East    Units  Estimated Accuracy
 LH0012;SPC NE       -    82,780.      631,150.      MT  (+/- 180 meters Scaled)
 LH0012
 LH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK464909(NAD 83)
 LH0012
 LH0012                          SUPERSEDED SURVEY CONTROL
 LH0012
 LH0012  NGVD 29 (??/??/92)  595.448  (m)         1953.57   (f) ADJ UNCH    1 2
 LH0012
 LH0012.Superseded values are not recommended for survey control.
 LH0012
 LH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0012.See file dsdata.pdf to determine how the superseded data were derived.
 LH0012
 LH0012_MARKER: DB = BENCH MARK DISK
 LH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0012_STAMPING: R 250 1947
 LH0012_MARK LOGO: CGS
 LH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0012+STABILITY: SURFACE MOTION
 LH0012
 LH0012  HISTORY     - Date     Condition        Report By
 LH0012  HISTORY     - 1947     MONUMENTED       CGS
 LH0012
 LH0012                          STATION DESCRIPTION
 LH0012
 LH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0012'4.1 MI SW FROM HASTINGS.
 LH0012'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0012'FROM THE STATION AT HASTINGS, THENCE WEST 2.1 MILES ALONG U.S.
 LH0012'HIGHWAY NO. 6 (ALTERNATE), AT THE HASTINGS SKY RANCH AIRPORT,
 LH0012'AT THE NORTHEAST CORNER OF THE OFFICE BUILDING, 8.6 FEET SOUTH
 LH0012'OF THE NORTHEAST CORNER OF A CONCRETE SIDE WALK, 6.9 FEET EAST
 LH0012'OF THE NORTHEAST CORNER OF THE BUILDING, SET IN THE TOP OF A
 LH0012'CONCRETE POST LEVEL WITH THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0249 ***********************************************************************
 LH0249  DESIGNATION -  R 252
 LH0249  PID         -  LH0249
 LH0249  STATE/COUNTY-  NE/WEBSTER
 LH0249  COUNTRY     -  US
 LH0249  USGS QUAD   -  COWLES (2017)
 LH0249
 LH0249                         *CURRENT SURVEY CONTROL
 LH0249  ______________________________________________________________________
 LH0249* NAD 83(1986) POSITION- 40 07 49.     (N) 098 26 40.     (W)   SCALED
 LH0249* NAVD 88 ORTHO HEIGHT -   525.865 (meters)     1725.28  (feet) ADJUSTED
 LH0249  ______________________________________________________________________
 LH0249  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 LH0249  DYNAMIC HEIGHT  -        525.546 (meters)     1724.23  (feet) COMP
 LH0249  MODELED GRAVITY -    980,002.6   (mgal)                       NAVD 88
 LH0249
 LH0249  VERT ORDER      -  FIRST     CLASS II
 LH0249
 LH0249.The horizontal coordinates were scaled from a map and have
 LH0249.an estimated accuracy of +/- 6 seconds.
 LH0249
 LH0249.The orthometric height was determined by differential leveling and
 LH0249.adjusted by the NATIONAL GEODETIC SURVEY
 LH0249.in June 1991.
 LH0249
 LH0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0249.GEOID18 height accuracy estimate available here.
 LH0249
 LH0249.Click photographs - Photos may exist for this station.
 LH0249
 LH0249.The dynamic height is computed by dividing the NAVD 88
 LH0249.geopotential number by the normal gravity value computed on the
 LH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0249.degrees latitude (g = 980.6199 gals.).
 LH0249
 LH0249.The modeled gravity was interpolated from observed gravity values.
 LH0249
 LH0249;                    North         East    Units  Estimated Accuracy
 LH0249;SPC NE       -    34,160.      632,570.      MT  (+/- 180 meters Scaled)
 LH0249
 LH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473423(NAD 83)
 LH0249
 LH0249                          SUPERSEDED SURVEY CONTROL
 LH0249
 LH0249  NGVD 29 (??/??/92)  525.649  (m)         1724.57   (f) ADJ UNCH    1 2
 LH0249
 LH0249.Superseded values are not recommended for survey control.
 LH0249
 LH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0249.See file dsdata.pdf to determine how the superseded data were derived.
 LH0249
 LH0249_MARKER: DB = BENCH MARK DISK
 LH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0249_STAMPING: R 252 1947
 LH0249_MARK LOGO: CGS
 LH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0249+STABILITY: SURFACE MOTION
 LH0249
 LH0249  HISTORY     - Date     Condition        Report By
 LH0249  HISTORY     - 1947     MONUMENTED       CGS
 LH0249  HISTORY     - 1974     GOOD             USGS
 LH0249
 LH0249                          STATION DESCRIPTION
 LH0249
 LH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0249'2.8 MI S FROM COWLES.
 LH0249'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0249'RAILROAD FROM THE STATION AT COWLES, IN THE NORTHEAST QUARTER
 LH0249'OF A ROAD CROSSING, BETWEEN THE TRACK AND A CREEK, 36.0 FEET
 LH0249'EAST OF THE EAST RAIL OF THE TRACK, 22.0 FEET NORTH OF THE
 LH0249'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE CORNER POST,
 LH0249'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0249'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LH0249'NOTE-- THIS MARK IS LOCATED WITHIN THE FLOOD ZONE OF THE
 LH0249'NEARBY CREEK AND HAS BEEN COVERED BY ABOUT A FOOT OF SILT AND
 LH0249'DEBRIS.
 LH0249
 LH0249                          STATION RECOVERY (1974)
 LH0249
 LH0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0921 ***********************************************************************
 MJ0921  DESIGNATION -  R 253
 MJ0921  PID         -  MJ0921
 MJ0921  STATE/COUNTY-  NE/DOUGLAS
 MJ0921  COUNTRY     -  US
 MJ0921  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0921
 MJ0921                         *CURRENT SURVEY CONTROL
 MJ0921  ______________________________________________________________________
 MJ0921* NAD 83(1986) POSITION- 41 17 49.     (N) 095 53 58.     (W)   SCALED
 MJ0921* NAVD 88 ORTHO HEIGHT -   297.652 (meters)      976.55  (feet) ADJUSTED
 MJ0921  ______________________________________________________________________
 MJ0921  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 MJ0921  DYNAMIC HEIGHT  -        297.528 (meters)      976.14  (feet) COMP
 MJ0921  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 MJ0921
 MJ0921  VERT ORDER      -  FIRST     CLASS II
 MJ0921
 MJ0921.This mark is at Eppley Airfield Airport (OMA)
 MJ0921
 MJ0921.The horizontal coordinates were scaled from a map and have
 MJ0921.an estimated accuracy of +/- 6 seconds.
 MJ0921
 MJ0921.The orthometric height was determined by differential leveling and
 MJ0921.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0921.in June 1991.
 MJ0921
 MJ0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0921.GEOID18 height accuracy estimate available here.
 MJ0921
 MJ0921.Click photographs - Photos may exist for this station.
 MJ0921
 MJ0921.The dynamic height is computed by dividing the NAVD 88
 MJ0921.geopotential number by the normal gravity value computed on the
 MJ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0921.degrees latitude (g = 980.6199 gals.).
 MJ0921
 MJ0921.The modeled gravity was interpolated from observed gravity values.
 MJ0921
 MJ0921;                    North         East    Units  Estimated Accuracy
 MJ0921;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ0921
 MJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ0921
 MJ0921                          SUPERSEDED SURVEY CONTROL
 MJ0921
 MJ0921  NGVD 29 (??/??/92)  297.525  (m)          976.13   (f) ADJ UNCH    1 2
 MJ0921
 MJ0921.Superseded values are not recommended for survey control.
 MJ0921
 MJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0921.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0921
 MJ0921_MARKER: DB = BENCH MARK DISK
 MJ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0921_STAMPING: R 253 1947
 MJ0921_MARK LOGO: CGS
 MJ0921_PROJECTION: FLUSH
 MJ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0921+STABILITY: SURFACE MOTION
 MJ0921
 MJ0921  HISTORY     - Date     Condition        Report By
 MJ0921  HISTORY     - 1947     MONUMENTED       CGS
 MJ0921  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0921  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0921
 MJ0921                          STATION DESCRIPTION
 MJ0921
 MJ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0921'AT OMAHA.
 MJ0921'AT OMAHA, AT THE OMAHA MUNICIPAL AIRPORT, AT THE MAIN ENTRANCE TO
 MJ0921'THE AIRPORT, ABOUT 39 YARDS WEST OF THE WEST SIDE OF THE
 MJ0921'ADMINISTRATION BUILDING, 101 FEET SOUTHEAST OF A FLAG POLE, 9.5
 MJ0921'FEET NORTH OF THE SOUTHWEST CORNER OF A BEACON TOWER, 8.7 FEET
 MJ0921'SOUTH OF THE NORTHWEST CORNER OF A BEACON TOWER, 1 FOOT WEST OF A
 MJ0921'BEACON TOWER, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0921'WITH THE GROUND.
 MJ0921
 MJ0921                          STATION RECOVERY (1955)
 MJ0921
 MJ0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0921'MARK NOT FOUND.
 MJ0921
 MJ0921                          STATION RECOVERY (1976)
 MJ0921
 MJ0921'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1449 ***********************************************************************
 MJ1449  DESIGNATION -  R 254 RESET
 MJ1449  PID         -  MJ1449
 MJ1449  STATE/COUNTY-  NE/DOUGLAS
 MJ1449  COUNTRY     -  US
 MJ1449  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1449
 MJ1449                         *CURRENT SURVEY CONTROL
 MJ1449  ______________________________________________________________________
 MJ1449* NAD 83(1986) POSITION- 41 15 27.93   (N) 095 55 45.51   (W)   HD_HELD1
 MJ1449* NAVD 88 ORTHO HEIGHT -   314.06  (meters)     1030.4   (feet) RESET
 MJ1449  ______________________________________________________________________
 MJ1449  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 MJ1449  VERT ORDER      -  THIRD
 MJ1449
 MJ1449.The horizontal coordinates were determined by differentially corrected
 MJ1449.hand held GPS observations or other comparable positioning techniques
 MJ1449.and have an estimated accuracy of +/- 3 meters.
 MJ1449
 MJ1449.The orthometric height was computed from unverified reset data.
 MJ1449
 MJ1449.No vertical observational check was made to the station.
 MJ1449
 MJ1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1449.GEOID18 height accuracy estimate available here.
 MJ1449
 MJ1449.Click photographs - Photos may exist for this station.
 MJ1449
 MJ1449;                    North         East    Units  Estimated Accuracy
 MJ1449;SPC NE       -   166,174.5     840,911.4     MT  (+/- 3 meters HH1 GPS) 
 MJ1449
 MJ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5458871510(NAD 83)
 MJ1449
 MJ1449                          SUPERSEDED SURVEY CONTROL
 MJ1449
 MJ1449  NGVD 29 (01/31/13)  313.94   (m)         1030.0    (f) RESET       3  
 MJ1449
 MJ1449.Superseded values are not recommended for survey control.
 MJ1449
 MJ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1449.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1449
 MJ1449_MARKER: DV = VERTICAL CONTROL DISK
 MJ1449_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MJ1449_SP_SET: RETAINING WALL
 MJ1449_STAMPING: R 254 RESET 1988
 MJ1449_MARK LOGO: NGS
 MJ1449_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1449+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2011
 MJ1449
 MJ1449  HISTORY     - Date     Condition        Report By
 MJ1449  HISTORY     - 1988     MONUMENTED       NGS
 MJ1449  HISTORY     - 20040904 GOOD             GEOCAC
 MJ1449  HISTORY     - 20110307 GOOD             INDIV
 MJ1449
 MJ1449                          STATION DESCRIPTION
 MJ1449
 MJ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MJ1449'IN OMAHA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FARNAM AND
 MJ1449'10TH STREETS, A STANDARD DISK CEMENTED INTO A DRILLED HOLE IN THE TOP
 MJ1449'OF THE NORTH END OF A MASSIVE RETAINING WALL FOR CONCRETE STEPS OF A
 MJ1449'WALKWAY ALONG THE WEST SIDE OF A BRIDGE, 20.5 M (67.3 FT) NORTH FROM
 MJ1449'THE CENTERLINE OF FARNAM STREET, 9.78 M (32.1 FT) WEST FROM THE
 MJ1449'CENTERLINE OF THE SOUTH END OF THE BRIDGE AND 10TH STREET, 8.11 M
 MJ1449'(26.6 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A BRICK BUILDING,
 MJ1449'6.30 M (20.7 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 MJ1449'CONCRETE RETAINING WALL AROUND AN AIR CONDITIONING SYSTEM AND 1.08 M
 MJ1449'(3.5 FT) ABOVE A STAIR LANDING OF THE WALKWAY.
 MJ1449
 MJ1449                          STATION RECOVERY (2004)
 MJ1449
 MJ1449'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 MJ1449'RECOVERED IN GOOD CONDITION.
 MJ1449
 MJ1449                          STATION RECOVERY (2011)
 MJ1449
 MJ1449'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ1449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0809 ***********************************************************************
 MJ0809  DESIGNATION -  R 255
 MJ0809  PID         -  MJ0809
 MJ0809  STATE/COUNTY-  NE/DOUGLAS
 MJ0809  COUNTRY     -  US
 MJ0809  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0809
 MJ0809                         *CURRENT SURVEY CONTROL
 MJ0809  ______________________________________________________________________
 MJ0809* NAD 83(1986) POSITION- 41 13 03.     (N) 095 58 33.     (W)   SCALED
 MJ0809* NAVD 88 ORTHO HEIGHT -   373.297 (meters)     1224.73  (feet) ADJUSTED
 MJ0809  ______________________________________________________________________
 MJ0809  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 MJ0809  DYNAMIC HEIGHT  -        373.141 (meters)     1224.21  (feet) COMP
 MJ0809  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 MJ0809
 MJ0809  VERT ORDER      -  FIRST     CLASS II
 MJ0809
 MJ0809.The horizontal coordinates were scaled from a map and have
 MJ0809.an estimated accuracy of +/- 6 seconds.
 MJ0809
 MJ0809.The orthometric height was determined by differential leveling and
 MJ0809.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0809.in June 1991.
 MJ0809
 MJ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0809.GEOID18 height accuracy estimate available here.
 MJ0809
 MJ0809.Click photographs - Photos may exist for this station.
 MJ0809
 MJ0809.The dynamic height is computed by dividing the NAVD 88
 MJ0809.geopotential number by the normal gravity value computed on the
 MJ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0809.degrees latitude (g = 980.6199 gals.).
 MJ0809
 MJ0809.The modeled gravity was interpolated from observed gravity values.
 MJ0809
 MJ0809;                    North         East    Units  Estimated Accuracy
 MJ0809;SPC NE       -   161,530.      837,230.      MT  (+/- 180 meters Scaled)
 MJ0809
 MJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505671(NAD 83)
 MJ0809
 MJ0809                          SUPERSEDED SURVEY CONTROL
 MJ0809
 MJ0809  NGVD 29 (??/??/92)  373.176  (m)         1224.33   (f) ADJ UNCH    1 2
 MJ0809
 MJ0809.Superseded values are not recommended for survey control.
 MJ0809
 MJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0809.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0809
 MJ0809_MARKER: DB = BENCH MARK DISK
 MJ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0809_STAMPING: R 255 1947
 MJ0809_MARK LOGO: CGS
 MJ0809_PROJECTION: FLUSH
 MJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0809+STABILITY: SURFACE MOTION
 MJ0809
 MJ0809  HISTORY     - Date     Condition        Report By
 MJ0809  HISTORY     - 1947     MONUMENTED       CGS
 MJ0809
 MJ0809                          STATION DESCRIPTION
 MJ0809
 MJ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0809'AT OMAHA.
 MJ0809'AT OMAHA, IN THE 4200 BLOCK OF 42ND STREET, 63.0 FEET NORTH
 MJ0809'OF THE EXTENSION TO THE WEST OF THE CENTER LINE OF H STREET,
 MJ0809'36.6 FEET NORTH NORTHWEST OF A FIRE HYDRANT, 31.5 FEET EAST
 MJ0809'OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 17.8 FEET WEST OF
 MJ0809'THE WEST EDGE OF THE PAVEMENT OF 42ND STREET, 3.1 FOOT SOUTH
 MJ0809'OF THE SOUTH EDGE OF THE DRIVEWAY TO GARAGE OF BRICK HOUSE WHICH
 MJ0809'IS DIRECTLY ACROSS THE STREET FROM FRAME HOUSE NUMBER 4227
 MJ0809'42ND STREET, 1.5 FEET SOUTH OF THE EXTENSION TO THE EAST OF THE
 MJ0809'LINE OF THE SOUTH FACE OF THE BRICK HOUSE, 10.2 FEET WEST OF
 MJ0809'THE JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE
 MJ0809'BLOCK WHICH IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM
 MJ0809'10 AND A LINE POINTING TOWARDS THE MARK STENCILED ON THE TOP,
 MJ0809'SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1042 ***********************************************************************
 LF1042  DESIGNATION -  R 256
 LF1042  PID         -  LF1042
 LF1042  STATE/COUNTY-  NE/CASS
 LF1042  COUNTRY     -  US
 LF1042  USGS QUAD   -  NEHAWKA (2017)
 LF1042
 LF1042                         *CURRENT SURVEY CONTROL
 LF1042  ______________________________________________________________________
 LF1042* NAD 83(1986) POSITION- 40 51 14.     (N) 095 53 32.     (W)   SCALED
 LF1042* NAVD 88 ORTHO HEIGHT -   345.213 (meters)     1132.59  (feet) ADJUSTED
 LF1042  ______________________________________________________________________
 LF1042  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 LF1042  DYNAMIC HEIGHT  -        345.056 (meters)     1132.07  (feet) COMP
 LF1042  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 LF1042
 LF1042  VERT ORDER      -  SECOND    CLASS 0
 LF1042
 LF1042.The horizontal coordinates were scaled from a map and have
 LF1042.an estimated accuracy of +/- 6 seconds.
 LF1042
 LF1042.The orthometric height was determined by differential leveling and
 LF1042.adjusted by the NATIONAL GEODETIC SURVEY
 LF1042.in June 1991.
 LF1042
 LF1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1042.GEOID18 height accuracy estimate available here.
 LF1042
 LF1042.Click photographs - Photos may exist for this station.
 LF1042
 LF1042.The dynamic height is computed by dividing the NAVD 88
 LF1042.geopotential number by the normal gravity value computed on the
 LF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1042.degrees latitude (g = 980.6199 gals.).
 LF1042
 LF1042.The modeled gravity was interpolated from observed gravity values.
 LF1042
 LF1042;                    North         East    Units  Estimated Accuracy
 LF1042;SPC NE       -   121,530.      846,140.      MT  (+/- 180 meters Scaled)
 LF1042
 LF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF562265(NAD 83)
 LF1042
 LF1042                          SUPERSEDED SURVEY CONTROL
 LF1042
 LF1042  NGVD 29 (??/??/92)  345.112  (m)         1132.26   (f) ADJ UNCH    2 0
 LF1042
 LF1042.Superseded values are not recommended for survey control.
 LF1042
 LF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1042.See file dsdata.pdf to determine how the superseded data were derived.
 LF1042
 LF1042_MARKER: DB = BENCH MARK DISK
 LF1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1042_STAMPING: R 256 1947
 LF1042_MARK LOGO: CGS
 LF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1042+STABILITY: SURFACE MOTION
 LF1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1042+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1042
 LF1042  HISTORY     - Date     Condition        Report By
 LF1042  HISTORY     - 1947     MONUMENTED       CGS
 LF1042  HISTORY     - 20060215 GOOD             NEDR
 LF1042
 LF1042                          STATION DESCRIPTION
 LF1042
 LF1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1042'6.4 MI SE FROM MURRAY.
 LF1042'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1042'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1042'ROAD, THENCE 4.4 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2
 LF1042'MILE SOUTH OF A ROAD CROSSING, 151.0 FEET NORTH OF THE
 LF1042'NORTHEAST CORNER OF A FARMHOUSE, 116.0 FEET SOUTH OF THE
 LF1042'SOUTH END OF A GATE AT AN ENTRANCE TO A FIELD, 22.0 FEET WEST
 LF1042'OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 9.0 FEET
 LF1042'NORTH OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST,
 LF1042'1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF1042'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1042
 LF1042                          STATION RECOVERY (2006)
 LF1042
 LF1042'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0111 ***********************************************************************
 LG0111  DESIGNATION -  R 257
 LG0111  PID         -  LG0111
 LG0111  STATE/COUNTY-  NE/OTOE
 LG0111  COUNTRY     -  US
 LG0111  USGS QUAD   -  DUNBAR (2017)
 LG0111
 LG0111                         *CURRENT SURVEY CONTROL
 LG0111  ______________________________________________________________________
 LG0111* NAD 83(1986) POSITION- 40 43 34.     (N) 096 01 34.     (W)   SCALED
 LG0111* NAVD 88 ORTHO HEIGHT -   369.122 (meters)     1211.03  (feet) ADJUSTED
 LG0111  ______________________________________________________________________
 LG0111  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 LG0111  DYNAMIC HEIGHT  -        368.935 (meters)     1210.41  (feet) COMP
 LG0111  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 LG0111
 LG0111  VERT ORDER      -  SECOND    CLASS 0
 LG0111
 LG0111.The horizontal coordinates were scaled from a map and have
 LG0111.an estimated accuracy of +/- 6 seconds.
 LG0111
 LG0111.The orthometric height was determined by differential leveling and
 LG0111.adjusted by the NATIONAL GEODETIC SURVEY
 LG0111.in June 1991.
 LG0111
 LG0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0111.GEOID18 height accuracy estimate available here.
 LG0111
 LG0111.Click photographs - Photos may exist for this station.
 LG0111
 LG0111.The dynamic height is computed by dividing the NAVD 88
 LG0111.geopotential number by the normal gravity value computed on the
 LG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0111.degrees latitude (g = 980.6199 gals.).
 LG0111
 LG0111.The modeled gravity was interpolated from observed gravity values.
 LG0111
 LG0111;                    North         East    Units  Estimated Accuracy
 LG0111;SPC NE       -   106,840.      835,520.      MT  (+/- 180 meters Scaled)
 LG0111
 LG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL511126(NAD 83)
 LG0111
 LG0111                          SUPERSEDED SURVEY CONTROL
 LG0111
 LG0111  NGVD 29 (??/??/92)  369.007  (m)         1210.65   (f) ADJ UNCH    2 0
 LG0111
 LG0111.Superseded values are not recommended for survey control.
 LG0111
 LG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0111.See file dsdata.pdf to determine how the superseded data were derived.
 LG0111
 LG0111_MARKER: DB = BENCH MARK DISK
 LG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0111_STAMPING: R 257 1947
 LG0111_MARK LOGO: CGS
 LG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0111+STABILITY: SURFACE MOTION
 LG0111
 LG0111  HISTORY     - Date     Condition        Report By
 LG0111  HISTORY     - 1947     MONUMENTED       CGS
 LG0111  HISTORY     - 20200225 MARK NOT FOUND   NEGS
 LG0111
 LG0111                          STATION DESCRIPTION
 LG0111
 LG0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0111'4.3 MI N FROM DUNBAR.
 LG0111'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0111'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0
 LG0111'MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD CROSSING, 242.0
 LG0111'FEET SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A CORRUGATED
 LG0111'IRON CULVERT, 60.0 FEET NORTH OF THE CENTER LINE OF AN EAST
 LG0111'AND WEST ROAD, 40.0 FEET WEST OF AND 2.0 FEET HIGHER THAN THE
 LG0111'CENTER LINE OF A NORTH AND SOUTH ROAD, 12.5 FEET NORTH OF A
 LG0111'12 INCH CEDAR TREE WHICH IS AT THE EAST END OF A ROW OF CEDAR
 LG0111'TREES, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A
 LG0111'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0111'ABOVE THE GROUND.
 LG0111
 LG0111                          STATION RECOVERY (2020)
 LG0111
 LG0111'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 LG0111'SEARCHED FOR.  NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0759 ***********************************************************************
 LF0759  DESIGNATION -  R 260
 LF0759  PID         -  LF0759
 LF0759  STATE/COUNTY-  NE/NEMAHA
 LF0759  COUNTRY     -  US
 LF0759  USGS QUAD   -  NEMAHA (2017)
 LF0759
 LF0759                         *CURRENT SURVEY CONTROL
 LF0759  ______________________________________________________________________
 LF0759* NAD 83(1986) POSITION- 40 17 29.     (N) 095 40 16.     (W)   SCALED
 LF0759* NAVD 88 ORTHO HEIGHT -   313.304 (meters)     1027.90  (feet) ADJUSTED
 LF0759  ______________________________________________________________________
 LF0759  GEOID HEIGHT    -        -30.088 (meters)                     GEOID18
 LF0759  DYNAMIC HEIGHT  -        313.136 (meters)     1027.35  (feet) COMP
 LF0759  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 LF0759
 LF0759  VERT ORDER      -  SECOND    CLASS 0
 LF0759
 LF0759.The horizontal coordinates were scaled from a map and have
 LF0759.an estimated accuracy of +/- 6 seconds.
 LF0759
 LF0759.The orthometric height was determined by differential leveling and
 LF0759.adjusted by the NATIONAL GEODETIC SURVEY
 LF0759.in June 1991.
 LF0759
 LF0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0759.GEOID18 height accuracy estimate available here.
 LF0759
 LF0759.Click photographs - Photos may exist for this station.
 LF0759
 LF0759.The dynamic height is computed by dividing the NAVD 88
 LF0759.geopotential number by the normal gravity value computed on the
 LF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0759.degrees latitude (g = 980.6199 gals.).
 LF0759
 LF0759.The modeled gravity was interpolated from observed gravity values.
 LF0759
 LF0759;                    North         East    Units  Estimated Accuracy
 LF0759;SPC NE       -    60,070.      867,890.      MT  (+/- 180 meters Scaled)
 LF0759
 LF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729635(NAD 83)
 LF0759
 LF0759                          SUPERSEDED SURVEY CONTROL
 LF0759
 LF0759  NGVD 29 (??/??/92)  313.230  (m)         1027.66   (f) ADJ UNCH    2 0
 LF0759
 LF0759.Superseded values are not recommended for survey control.
 LF0759
 LF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0759.See file dsdata.pdf to determine how the superseded data were derived.
 LF0759
 LF0759_MARKER: DB = BENCH MARK DISK
 LF0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0759_STAMPING: R 260 1947
 LF0759_MARK LOGO: CGS
 LF0759_PROJECTION: PROJECTING 3 CENTIMETERS
 LF0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0759+STABILITY: SURFACE MOTION
 LF0759
 LF0759  HISTORY     - Date     Condition        Report By
 LF0759  HISTORY     - 1947     MONUMENTED       CGS
 LF0759
 LF0759                          STATION DESCRIPTION
 LF0759
 LF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0759'3.4 MI S FROM NEMAHA.
 LF0759'3.45 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0759'AT NEMAHA, AT THE TOP OF A HILL AND IN THE NORTHEAST ANGLE OF
 LF0759'A CROSS ROAD, 96.0 FEET EAST OF THE CENTER OF THE HIGHWAY,
 LF0759'87.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING
 LF0759'NORTH TO A FARM HOUSE, 62.5 FEET SOUTHWEST OF THE WEST SIDE
 LF0759'OF A CIRCULAR STONE WELL CURBING, 37.0 FEET NORTH OF THE CENTER
 LF0759'OF AN EAST-WEST ROAD, 8.5 FEET WEST OF A 2 1/2-FOOT BOXELDER
 LF0759'TREE, 4.5 FEET WEST OF A POINT IN LINE WITH THE WEST WALL OF A
 LF0759'FARM HOUSE, 1.5 FEET WEST OF A REFERENCE POST, 0.6 FOOT SOUTH
 LF0759'OF AN EAST-WEST FARM YARD FENCE, SET IN A CONCRETE POST ABOUT
 LF0759'6 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0760 ***********************************************************************
 LF0760  DESIGNATION -  R 260 RESET
 LF0760  PID         -  LF0760
 LF0760  STATE/COUNTY-  NE/NEMAHA
 LF0760  COUNTRY     -  US
 LF0760  USGS QUAD   -  NEMAHA (2017)
 LF0760
 LF0760                         *CURRENT SURVEY CONTROL
 LF0760  ______________________________________________________________________
 LF0760* NAD 83(1986) POSITION- 40 17 29.     (N) 095 40 17.     (W)   SCALED
 LF0760* NAVD 88 ORTHO HEIGHT -   313.26  (meters)     1027.8   (feet) RESET
 LF0760  ______________________________________________________________________
 LF0760  GEOID HEIGHT    -        -30.087 (meters)                     GEOID18
 LF0760  VERT ORDER      -  THIRD
 LF0760
 LF0760.The horizontal coordinates were scaled from a map and have
 LF0760.an estimated accuracy of +/- 6 seconds.
 LF0760
 LF0760.The orthometric height was computed from unverified reset data.
 LF0760
 LF0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0760.GEOID18 height accuracy estimate available here.
 LF0760
 LF0760.Click photographs - Photos may exist for this station.
 LF0760
 LF0760;                    North         East    Units  Estimated Accuracy
 LF0760;SPC NE       -    60,070.      867,860.      MT  (+/- 180 meters Scaled)
 LF0760
 LF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729635(NAD 83)
 LF0760
 LF0760                          SUPERSEDED SURVEY CONTROL
 LF0760
 LF0760  NGVD 29 (??/??/??)  313.19   (m)         1027.5    (f) RESET       3  
 LF0760
 LF0760.Superseded values are not recommended for survey control.
 LF0760
 LF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0760.See file dsdata.pdf to determine how the superseded data were derived.
 LF0760
 LF0760_MARKER: DB = BENCH MARK DISK
 LF0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0760_STAMPING: R 260 RESET 1965
 LF0760_MARK LOGO: CGS
 LF0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0760+STABILITY: SURFACE MOTION
 LF0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0760+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 LF0760
 LF0760  HISTORY     - Date     Condition        Report By
 LF0760  HISTORY     - 1965     MONUMENTED       CGS
 LF0760  HISTORY     - 1979     GOOD             LOCSUR
 LF0760  HISTORY     - 20120320 GOOD             NEGS
 LF0760  HISTORY     - 20130619 GOOD             JEOCON
 LF0760
 LF0760                          STATION DESCRIPTION
 LF0760
 LF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0760'3.4 MI S FROM NEMAHA.
 LF0760'3.45 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 LF0760'AT NEMAHA, IN THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 65
 LF0760'FEET EAST OF THE CENTER LINE OF HIGHWAY, ABOUT 65 FEET NORTH OF THE
 LF0760'CENTER LINE OF AN EAST-WEST ROAD, 1.5 FEET EAST OF A TELEPHONE
 LF0760'POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  A STANDARD
 LF0760'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LF0760
 LF0760                          STATION RECOVERY (1979)
 LF0760
 LF0760'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF0760'RECOVERED IN GOOD CONDITION.
 LF0760
 LF0760                          STATION RECOVERY (2012)
 LF0760
 LF0760'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2012 (DM)
 LF0760'THE HEAVY SCRUB OAK AND SUMAC WAS CLEARED TO MAKE THE MARK GPS
 LF0760'SUITABLE.
 LF0760
 LF0760                          STATION RECOVERY (2013)
 LF0760
 LF0760'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0857 ***********************************************************************
 NM0857  DESIGNATION -  R 261
 NM0857  PID         -  NM0857
 NM0857  STATE/COUNTY-  NE/DIXON
 NM0857  COUNTRY     -  US
 NM0857  USGS QUAD   -  PONCA (2017)
 NM0857
 NM0857                         *CURRENT SURVEY CONTROL
 NM0857  ______________________________________________________________________
 NM0857* NAD 83(1986) POSITION- 42 32 34.     (N) 096 42 07.     (W)   SCALED
 NM0857* NAVD 88 ORTHO HEIGHT -   395.221 (meters)     1296.65  (feet) ADJUSTED
 NM0857  ______________________________________________________________________
 NM0857  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 NM0857  DYNAMIC HEIGHT  -        395.097 (meters)     1296.25  (feet) COMP
 NM0857  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 NM0857
 NM0857  VERT ORDER      -  SECOND    CLASS 0
 NM0857
 NM0857.The horizontal coordinates were scaled from a map and have
 NM0857.an estimated accuracy of +/- 6 seconds.
 NM0857
 NM0857.The orthometric height was determined by differential leveling and
 NM0857.adjusted by the NATIONAL GEODETIC SURVEY
 NM0857.in June 1991.
 NM0857
 NM0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0857.GEOID18 height accuracy estimate available here.
 NM0857
 NM0857.Click photographs - Photos may exist for this station.
 NM0857
 NM0857.The dynamic height is computed by dividing the NAVD 88
 NM0857.geopotential number by the normal gravity value computed on the
 NM0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0857.degrees latitude (g = 980.6199 gals.).
 NM0857
 NM0857.The modeled gravity was interpolated from observed gravity values.
 NM0857
 NM0857;                    North         East    Units  Estimated Accuracy
 NM0857;SPC NE       -   306,000.      770,800.      MT  (+/- 180 meters Scaled)
 NM0857
 NM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886126(NAD 83)
 NM0857
 NM0857                          SUPERSEDED SURVEY CONTROL
 NM0857
 NM0857  NGVD 29 (??/??/92)  395.046  (m)         1296.08   (f) ADJ UNCH    2 0
 NM0857
 NM0857.Superseded values are not recommended for survey control.
 NM0857
 NM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0857.See file dsdata.pdf to determine how the superseded data were derived.
 NM0857
 NM0857_MARKER: DB = BENCH MARK DISK
 NM0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0857_STAMPING: R 261 1948
 NM0857_MARK LOGO: CGS
 NM0857_PROJECTION: PROJECTING
 NM0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0857+STABILITY: SURFACE MOTION
 NM0857
 NM0857  HISTORY     - Date     Condition        Report By
 NM0857  HISTORY     - 1948     MONUMENTED       CGS
 NM0857
 NM0857                          STATION DESCRIPTION
 NM0857
 NM0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0857'1.2 MI SE FROM PONCA.
 NM0857'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM THE CONCRETE
 NM0857'BRIDGE OVER AOWA CREEK AT PONCA, ON THE NORTHWEST SLOPE OF A
 NM0857'HILL, ABOUT 200.0 FEET NORTHWEST OF THE SUMMIT OF THE HILL, 33.0
 NM0857'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.8 FEET
 NM0857'SOUTHEAST OF A TELEPHONE POLE, 0.8 FOOT SOUTHWEST OF A FENCE,
 NM0857'1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0857'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT
 NM0857'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1582 ***********************************************************************
 NM1582  DESIGNATION -  R 261 RESET
 NM1582  PID         -  NM1582
 NM1582  STATE/COUNTY-  NE/DIXON
 NM1582  COUNTRY     -  US
 NM1582  USGS QUAD   -  PONCA (2017)
 NM1582
 NM1582                         *CURRENT SURVEY CONTROL
 NM1582  ______________________________________________________________________
 NM1582* NAD 83(1986) POSITION- 42 32 34.     (N) 096 42 07.     (W)   SCALED
 NM1582* NAVD 88 ORTHO HEIGHT -   400.67  (+/-2cm)     1314.5   (feet) VERTCON
 NM1582  ______________________________________________________________________
 NM1582  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 NM1582  VERT ORDER      -  THIRD (See Below)
 NM1582
 NM1582.The horizontal coordinates were scaled from a map and have
 NM1582.an estimated accuracy of +/- 6 seconds.
 NM1582
 NM1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1582
 NM1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1582.GEOID18 height accuracy estimate available here.
 NM1582
 NM1582.The vertical order pertains to the NGVD 29 superseded value.
 NM1582
 NM1582.Click photographs - Photos may exist for this station.
 NM1582
 NM1582;                    North         East    Units  Estimated Accuracy
 NM1582;SPC NE       -   306,000.      770,800.      MT  (+/- 180 meters Scaled)
 NM1582
 NM1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886126(NAD 83)
 NM1582
 NM1582                          SUPERSEDED SURVEY CONTROL
 NM1582
 NM1582  NGVD 29 (01/31/13)  400.49   (m)         1313.9    (f) RESET       3  
 NM1582
 NM1582.Superseded values are not recommended for survey control.
 NM1582
 NM1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1582.See file dsdata.pdf to determine how the superseded data were derived.
 NM1582
 NM1582_MARKER: DV = VERTICAL CONTROL DISK
 NM1582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NM1582+WITH SETTING: INFORMATION.
 NM1582_STAMPING: R 261 RESET 1975
 NM1582_MARK LOGO: NGS
 NM1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1582
 NM1582  HISTORY     - Date     Condition        Report By
 NM1582  HISTORY     - 1975     MONUMENTED       NGS
 NM1582  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM1582
 NM1582                          STATION DESCRIPTION
 NM1582
 NM1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1582'1.2 MI SE FROM PONCA.
 NM1582'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE CONCRETE BRIDGE
 NM1582'OVER AOWA CREEK IN PONCA, ON THE NORTHWEST SLOPE OF A HILL,208 FEET
 NM1582'NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET EAST OF A
 NM1582'FENCE POST IN FENCELINE, AND A 4-INCH CAST ALUMINUM BENCH MARK.
 NM1582'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
 NM1582
 NM1582                          STATION RECOVERY (2020)
 NM1582
 NM1582'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1582'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0219 ***********************************************************************
 NM0219  DESIGNATION -  R 262
 NM0219  PID         -  NM0219
 NM0219  STATE/COUNTY-  NE/DAKOTA
 NM0219  COUNTRY     -  US
 NM0219  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0219
 NM0219                         *CURRENT SURVEY CONTROL
 NM0219  ______________________________________________________________________
 NM0219* NAD 83(1986) POSITION- 42 28 53.08   (N) 096 24 52.02   (W)   HD_HELD1
 NM0219* NAVD 88 ORTHO HEIGHT -   334.339 (meters)     1096.91  (feet) ADJUSTED
 NM0219  ______________________________________________________________________
 NM0219  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 NM0219  DYNAMIC HEIGHT  -        334.233 (meters)     1096.56  (feet) COMP
 NM0219  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 NM0219
 NM0219  VERT ORDER      -  SECOND    CLASS 0
 NM0219
 NM0219.The horizontal coordinates were determined by differentially corrected
 NM0219.hand held GPS observations or other comparable positioning techniques
 NM0219.and have an estimated accuracy of +/- 3 meters.
 NM0219
 NM0219.The orthometric height was determined by differential leveling and
 NM0219.adjusted by the NATIONAL GEODETIC SURVEY
 NM0219.in June 1991.
 NM0219
 NM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0219.GEOID18 height accuracy estimate available here.
 NM0219
 NM0219.Click photographs - Photos may exist for this station.
 NM0219
 NM0219.The dynamic height is computed by dividing the NAVD 88
 NM0219.geopotential number by the normal gravity value computed on the
 NM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0219.degrees latitude (g = 980.6199 gals.).
 NM0219
 NM0219.The modeled gravity was interpolated from observed gravity values.
 NM0219
 NM0219;                    North         East    Units  Estimated Accuracy
 NM0219;SPC NE       -   300,129.6     794,673.6     MT  (+/- 3 meters HH1 GPS) 
 NM0219
 NM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1251406468(NAD 83)
 NM0219
 NM0219                          SUPERSEDED SURVEY CONTROL
 NM0219
 NM0219  NGVD 29 (??/??/92)  334.176  (m)         1096.38   (f) ADJ UNCH    2 0
 NM0219
 NM0219.Superseded values are not recommended for survey control.
 NM0219
 NM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0219.See file dsdata.pdf to determine how the superseded data were derived.
 NM0219
 NM0219_MARKER: DB = BENCH MARK DISK
 NM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0219_STAMPING: R 262 1948
 NM0219_MARK LOGO: CGS
 NM0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0219+STABILITY: SURFACE MOTION
 NM0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0219+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 NM0219
 NM0219  HISTORY     - Date     Condition        Report By
 NM0219  HISTORY     - 1948     MONUMENTED       CGS
 NM0219  HISTORY     - 19920629 GOOD             NEDR
 NM0219  HISTORY     - 20070423 GOOD             GEOCAC
 NM0219  HISTORY     - 20100512 GOOD             INDIV
 NM0219
 NM0219                          STATION DESCRIPTION
 NM0219
 NM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0219'AT SOUTH SIOUX CITY.
 NM0219'AT SOUTH SIOUX CITY, 0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77
 NM0219'FROM THE POST OFFICE, THENCE 1 BLOCK WEST ALONG A PAVED STREET,
 NM0219'IN THE SCHOOL YARD OF SCHOOL DIST. NO. 11, 159.0 FEET NORTH OF THE
 NM0219'CENTER LINE OF THE PAVED EAST-WEST STREET, 111.9 FEET EAST OF THE
 NM0219'CENTER OF THE WOODEN DOOR OF THE EAST OR MAIN ENTRANCE, 34.0
 NM0219'FEET WEST OF THE CENTER LINE OF A DIRT NORTH-SOUTH STREET, IN
 NM0219'THE CORNER OF THE NORTH-SOUTH SIDEWALK AND THE SIDEWALK LEADING
 NM0219'WEST TO THE MAIN ENTRANCE, SET IN THE TOP OF A CONCRETE POST AND
 NM0219'LEVEL WITH THE SIDEWALKS.
 NM0219
 NM0219                          STATION RECOVERY (1992)
 NM0219
 NM0219'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (WH)
 NM0219'IN SOUTH SIOUX CITY, AT THE INTERSECTION OF 1ST AVENUE AND 9TH STREET,
 NM0219'159.0 FT (48.5 M) NORTH OF THE CENTERLINE OF 9TH STREET, 169.0 FT
 NM0219'(51.5 M) SOUTH OF THE CENTERLINE OF 8TH STREET, 39.0 FT (11.9 M) WEST
 NM0219'OF THE CENTERLINE OF 1ST AVENUE AND 0.5 FT (15.2 CM) WEST OF A
 NM0219'NORTH-SOUTH SIDEWALK.
 NM0219
 NM0219                          STATION RECOVERY (2007)
 NM0219
 NM0219'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NM0219'THE SIDWALK LEADING WEST TO THE SCHOOL ENTRANCE HAS BEEN REMOVED, AND
 NM0219'A CHAIN LINK FENCE ERECTED AROUND THE SCHOOL YARD. THE DISK IS 2.25
 NM0219'FEET (0.68 M) SOUTH OF THE 12TH FENCE POST NORTH OF THE SOUTHEAST
 NM0219'FENCE CORNER. THE TOP OF THE CONCRETE POST IS 4 INCHES (10 CM) BELOW
 NM0219'THE GROUND AND SIDEWALK SURFACE.
 NM0219
 NM0219                          STATION RECOVERY (2010)
 NM0219
 NM0219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 NM0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0424 ***********************************************************************
 LF0424  DESIGNATION -  R 266
 LF0424  PID         -  LF0424
 LF0424  STATE/COUNTY-  NE/RICHARDSON
 LF0424  COUNTRY     -  US
 LF0424  USGS QUAD   -  CORNING (2017)
 LF0424
 LF0424                         *CURRENT SURVEY CONTROL
 LF0424  ______________________________________________________________________
 LF0424* NAD 83(1986) POSITION- 40 13 04.     (N) 095 29 57.     (W)   SCALED
 LF0424* NAVD 88 ORTHO HEIGHT -   267.796 (meters)      878.59  (feet) ADJUSTED
 LF0424  ______________________________________________________________________
 LF0424  GEOID HEIGHT    -        -30.558 (meters)                     GEOID18
 LF0424  DYNAMIC HEIGHT  -        267.650 (meters)      878.12  (feet) COMP
 LF0424  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 LF0424
 LF0424  VERT ORDER      -  SECOND    CLASS 0
 LF0424
 LF0424.The horizontal coordinates were scaled from a map and have
 LF0424.an estimated accuracy of +/- 6 seconds.
 LF0424
 LF0424.The orthometric height was determined by differential leveling and
 LF0424.adjusted by the NATIONAL GEODETIC SURVEY
 LF0424.in June 1991.
 LF0424
 LF0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0424.GEOID18 height accuracy estimate available here.
 LF0424
 LF0424.Click photographs - Photos may exist for this station.
 LF0424
 LF0424.The dynamic height is computed by dividing the NAVD 88
 LF0424.geopotential number by the normal gravity value computed on the
 LF0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0424.degrees latitude (g = 980.6199 gals.).
 LF0424
 LF0424.The modeled gravity was interpolated from observed gravity values.
 LF0424
 LF0424;                    North         East    Units  Estimated Accuracy
 LF0424;SPC NE       -    52,660.      882,910.      MT  (+/- 180 meters Scaled)
 LF0424
 LF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE873549(NAD 83)
 LF0424
 LF0424                          SUPERSEDED SURVEY CONTROL
 LF0424
 LF0424  NGVD 29 (??/??/92)  267.727  (m)          878.37   (f) ADJ UNCH    2 0
 LF0424
 LF0424.Superseded values are not recommended for survey control.
 LF0424
 LF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0424.See file dsdata.pdf to determine how the superseded data were derived.
 LF0424
 LF0424_MARKER: DB = BENCH MARK DISK
 LF0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0424_STAMPING: R 266 1947
 LF0424_MARK LOGO: CGS
 LF0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0424+STABILITY: SURFACE MOTION
 LF0424
 LF0424  HISTORY     - Date     Condition        Report By
 LF0424  HISTORY     - 1947     MONUMENTED       CGS
 LF0424
 LF0424                          STATION DESCRIPTION
 LF0424
 LF0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0424'7.3 MI E FROM BARADA.
 LF0424'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0424'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD
 LF0424'AND 1.9 MILE SOUTHEAST AND SOUTH ALONG A COUNTY ROAD, ACROSS
 LF0424'THE ROAD FROM AN OPEN FIELD, 194.0 FEET NORTH OF THE CENTER
 LF0424'OF A WOODEN BRIDGE OVER WINE CREEK, 32.0 FEET WEST OF THE CENTER
 LF0424'OF THE ROAD, 12.0 FEET SOUTH OF A RAILROAD SPIKE DRIVEN IN A
 LF0424'TRIANGULAR BLAZE ON A 2 1/2-FOOT COTTONWOOD TREE, 1.7 FOOT
 LF0424'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 LF0424'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0650 ***********************************************************************
 LF0650  DESIGNATION -  R 267
 LF0650  PID         -  LF0650
 LF0650  STATE/COUNTY-  NE/RICHARDSON
 LF0650  COUNTRY     -  US
 LF0650  USGS QUAD   -  VERDON (2017)
 LF0650
 LF0650                         *CURRENT SURVEY CONTROL
 LF0650  ______________________________________________________________________
 LF0650* NAD 83(1986) POSITION- 40 08 44.     (N) 095 38 01.     (W)   SCALED
 LF0650* NAVD 88 ORTHO HEIGHT -   311.859 (meters)     1023.16  (feet) ADJUSTED
 LF0650  ______________________________________________________________________
 LF0650  GEOID HEIGHT    -        -30.331 (meters)                     GEOID18
 LF0650  DYNAMIC HEIGHT  -        311.687 (meters)     1022.59  (feet) COMP
 LF0650  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 LF0650
 LF0650  VERT ORDER      -  SECOND    CLASS 0
 LF0650
 LF0650.The horizontal coordinates were scaled from a map and have
 LF0650.an estimated accuracy of +/- 6 seconds.
 LF0650
 LF0650.The orthometric height was determined by differential leveling and
 LF0650.adjusted by the NATIONAL GEODETIC SURVEY
 LF0650.in June 1991.
 LF0650
 LF0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0650.GEOID18 height accuracy estimate available here.
 LF0650
 LF0650.Click photographs - Photos may exist for this station.
 LF0650
 LF0650.The dynamic height is computed by dividing the NAVD 88
 LF0650.geopotential number by the normal gravity value computed on the
 LF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0650.degrees latitude (g = 980.6199 gals.).
 LF0650
 LF0650.The modeled gravity was interpolated from observed gravity values.
 LF0650
 LF0650;                    North         East    Units  Estimated Accuracy
 LF0650;SPC NE       -    44,060.      871,890.      MT  (+/- 180 meters Scaled)
 LF0650
 LF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE756472(NAD 83)
 LF0650
 LF0650                          SUPERSEDED SURVEY CONTROL
 LF0650
 LF0650  NGVD 29 (??/??/92)  311.792  (m)         1022.94   (f) ADJ UNCH    2 0
 LF0650
 LF0650.Superseded values are not recommended for survey control.
 LF0650
 LF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0650.See file dsdata.pdf to determine how the superseded data were derived.
 LF0650
 LF0650_MARKER: DB = BENCH MARK DISK
 LF0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0650_STAMPING: R 267 1947
 LF0650_MARK LOGO: CGS
 LF0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0650+STABILITY: SURFACE MOTION
 LF0650
 LF0650  HISTORY     - Date     Condition        Report By
 LF0650  HISTORY     - 1947     MONUMENTED       CGS
 LF0650
 LF0650                          STATION DESCRIPTION
 LF0650
 LF0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0650'4.1 MI E FROM VERDON.
 LF0650'4.1 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0650'PACIFIC RAILROAD STATION AT VERDON, AT THE TOP OF A HILL AND IN
 LF0650'THE SOUTHEAST ANGEL OF A CROSS ROAD, 147.0 FEET EAST OF THE
 LF0650'CENTER OF THE NORTH-SOUTH CROSS ROAD, 33.7 FEET SOUTH OF THE
 LF0650'CENTER OF THE HIGHWAY, 1.5 FOOT EAST OF A REFERENCE POST,
 LF0650'0.5 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE
 LF0650'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 LF0650'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0651 ***********************************************************************
 LF0651  DESIGNATION -  R 267 RESET
 LF0651  PID         -  LF0651
 LF0651  STATE/COUNTY-  NE/RICHARDSON
 LF0651  COUNTRY     -  US
 LF0651  USGS QUAD   -  VERDON (2017)
 LF0651
 LF0651                         *CURRENT SURVEY CONTROL
 LF0651  ______________________________________________________________________
 LF0651* NAD 83(1986) POSITION- 40 08 44.     (N) 095 38 01.     (W)   SCALED
 LF0651* NAVD 88 ORTHO HEIGHT -   310.37  (meters)     1018.3   (feet) RESET
 LF0651  ______________________________________________________________________
 LF0651  GEOID HEIGHT    -        -30.331 (meters)                     GEOID18
 LF0651  VERT ORDER      -  THIRD
 LF0651
 LF0651.The horizontal coordinates were scaled from a map and have
 LF0651.an estimated accuracy of +/- 6 seconds.
 LF0651
 LF0651.The orthometric height was computed from unverified reset data.
 LF0651
 LF0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0651.GEOID18 height accuracy estimate available here.
 LF0651
 LF0651.Click photographs - Photos may exist for this station.
 LF0651
 LF0651;                    North         East    Units  Estimated Accuracy
 LF0651;SPC NE       -    44,060.      871,890.      MT  (+/- 180 meters Scaled)
 LF0651
 LF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE756472(NAD 83)
 LF0651
 LF0651                          SUPERSEDED SURVEY CONTROL
 LF0651
 LF0651.No superseded survey control is available for this station.
 LF0651
 LF0651_MARKER: DV = VERTICAL CONTROL DISK
 LF0651_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LF0651+WITH SETTING: INTO GROUND
 LF0651_STAMPING: R 267 RESET 1974
 LF0651_MARK LOGO: NGS
 LF0651_PROJECTION: FLUSH
 LF0651_MAGNETIC: I = MARKER IS A STEEL ROD
 LF0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0651+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 LF0651
 LF0651  HISTORY     - Date     Condition        Report By
 LF0651  HISTORY     - 1974     MONUMENTED       NGS
 LF0651  HISTORY     - 1980     GOOD             LOCSUR
 LF0651  HISTORY     - 20120710 GOOD             NEDR
 LF0651
 LF0651                          STATION DESCRIPTION
 LF0651
 LF0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0651'4.1 MI E FROM VERDON.
 LF0651'4.1 MILES EAST ALONG U.S. HIGHWAY 73 FROM THE MISSOURI PACIFIC
 LF0651'RAILROAD CROSSING AT VERDON, THENCE 400 FEET SOUTH OF HIGHWAY
 LF0651'73 ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED COUNTY
 LF0651'ROAD, 32 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 0.7
 LF0651'FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED
 LF0651'R 267 RESET 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 LF0651'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LF0651'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  NOTE-- THIS MARK
 LF0651'REPLACES R 267 1947 THAT WILL BE DESTROYED BY ROAD CONSTRUCTION.
 LF0651
 LF0651                          STATION RECOVERY (1980)
 LF0651
 LF0651'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0651'RECOVERED IN GOOD CONDITION.
 LF0651
 LF0651                          STATION RECOVERY (2012)
 LF0651
 LF0651'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0651'OUR ELEVATION WE GOT ON IT IS 1018.303 88 DATUM IN FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0221 ***********************************************************************
 LH0221  DESIGNATION -  R 268
 LH0221  PID         -  LH0221
 LH0221  STATE/COUNTY-  NE/NUCKOLLS
 LH0221  COUNTRY     -  US
 LH0221  USGS QUAD   -  GUIDE ROCK (2017)
 LH0221
 LH0221                         *CURRENT SURVEY CONTROL
 LH0221  ______________________________________________________________________
 LH0221* NAD 83(1986) POSITION- 40 03 48.     (N) 098 15 18.     (W)   SCALED
 LH0221* NAVD 88 ORTHO HEIGHT -   491.060 (meters)     1611.09  (feet) ADJUSTED
 LH0221  ______________________________________________________________________
 LH0221  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 LH0221  DYNAMIC HEIGHT  -        490.769 (meters)     1610.13  (feet) COMP
 LH0221  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 LH0221
 LH0221  VERT ORDER      -  FIRST     CLASS II
 LH0221
 LH0221.The horizontal coordinates were scaled from a map and have
 LH0221.an estimated accuracy of +/- 6 seconds.
 LH0221
 LH0221.The orthometric height was determined by differential leveling and
 LH0221.adjusted by the NATIONAL GEODETIC SURVEY
 LH0221.in June 1991.
 LH0221
 LH0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0221.GEOID18 height accuracy estimate available here.
 LH0221
 LH0221.Click photographs - Photos may exist for this station.
 LH0221
 LH0221.The dynamic height is computed by dividing the NAVD 88
 LH0221.geopotential number by the normal gravity value computed on the
 LH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0221.degrees latitude (g = 980.6199 gals.).
 LH0221
 LH0221.The modeled gravity was interpolated from observed gravity values.
 LH0221
 LH0221;                    North         East    Units  Estimated Accuracy
 LH0221;SPC NE       -    27,040.      648,860.      MT  (+/- 180 meters Scaled)
 LH0221
 LH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK635350(NAD 83)
 LH0221
 LH0221                          SUPERSEDED SURVEY CONTROL
 LH0221
 LH0221  NGVD 29 (??/??/92)  490.865  (m)         1610.45   (f) ADJ UNCH    1 2
 LH0221
 LH0221.Superseded values are not recommended for survey control.
 LH0221
 LH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0221.See file dsdata.pdf to determine how the superseded data were derived.
 LH0221
 LH0221_MARKER: DB = BENCH MARK DISK
 LH0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0221_STAMPING: R 268 1947
 LH0221_MARK LOGO: CGS
 LH0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0221+STABILITY: SURFACE MOTION
 LH0221
 LH0221  HISTORY     - Date     Condition        Report By
 LH0221  HISTORY     - 1947     MONUMENTED       CGS
 LH0221
 LH0221                          STATION DESCRIPTION
 LH0221
 LH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0221'4 MI E FROM GUIDE ROCK.
 LH0221'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0221'FROM THE STATION AT GUIDE ROCK, AT A NORTH-SOUTH DIRT ROAD
 LH0221'CROSSING, 79.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT
 LH0221'ROAD, 45.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 45.7 FEET
 LH0221'EAST OF A CONCRETE RAILROAD RIGHT OF WAY FENCE CORNER POST,
 LH0221'2.0 FEET WEST OF A REFERENCE POST, 1.6 FOOT SOUTH OF THE NORTH
 LH0221'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 LH0221'THE TRACK AND PROJECTING 0.4 FOOT.  ALSO 3.9 MILES WEST ALONG
 LH0221'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION
 LH0221'AT BOSTWICK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0070 ***********************************************************************
 LH0070  DESIGNATION -  R 269
 LH0070  PID         -  LH0070
 LH0070  STATE/COUNTY-  NE/HALL
 LH0070  COUNTRY     -  US
 LH0070  USGS QUAD   -  GRAND ISLAND (2017)
 LH0070
 LH0070                         *CURRENT SURVEY CONTROL
 LH0070  ______________________________________________________________________
 LH0070* NAD 83(1986) POSITION- 40 55 26.     (N) 098 20 53.     (W)   SCALED
 LH0070* NAVD 88 ORTHO HEIGHT -   570.378 (meters)     1871.32  (feet) ADJUSTED
 LH0070  ______________________________________________________________________
 LH0070  GEOID HEIGHT    -        -25.051 (meters)                     GEOID18
 LH0070  DYNAMIC HEIGHT  -        570.077 (meters)     1870.33  (feet) COMP
 LH0070  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 LH0070
 LH0070  VERT ORDER      -  FIRST     CLASS II
 LH0070
 LH0070.The horizontal coordinates were scaled from a map and have
 LH0070.an estimated accuracy of +/- 6 seconds.
 LH0070
 LH0070.The orthometric height was determined by differential leveling and
 LH0070.adjusted by the NATIONAL GEODETIC SURVEY
 LH0070.in June 1991.
 LH0070
 LH0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0070.GEOID18 height accuracy estimate available here.
 LH0070
 LH0070.Click photographs - Photos may exist for this station.
 LH0070
 LH0070.The dynamic height is computed by dividing the NAVD 88
 LH0070.geopotential number by the normal gravity value computed on the
 LH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0070.degrees latitude (g = 980.6199 gals.).
 LH0070
 LH0070.The modeled gravity was interpolated from observed gravity values.
 LH0070
 LH0070;                    North         East    Units  Estimated Accuracy
 LH0070;SPC NE       -   122,410.      639,100.      MT  (+/- 180 meters Scaled)
 LH0070
 LH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL548305(NAD 83)
 LH0070
 LH0070                          SUPERSEDED SURVEY CONTROL
 LH0070
 LH0070  NGVD 29 (??/??/92)  570.129  (m)         1870.50   (f) ADJ UNCH    1 2
 LH0070
 LH0070.Superseded values are not recommended for survey control.
 LH0070
 LH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0070.See file dsdata.pdf to determine how the superseded data were derived.
 LH0070
 LH0070_MARKER: DB = BENCH MARK DISK
 LH0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0070_SP_SET: BUILDING
 LH0070_STAMPING: R 269 1947
 LH0070_MARK LOGO: CGS
 LH0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0070
 LH0070  HISTORY     - Date     Condition        Report By
 LH0070  HISTORY     - 1947     MONUMENTED       CGS
 LH0070  HISTORY     - 1964     GOOD             CGS
 LH0070  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0070
 LH0070                          STATION DESCRIPTION
 LH0070
 LH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0070'AT GRAND ISLAND.
 LH0070'AT GRAND ISLAND, 0.4 MILE SOUTHWEST ALONG THE UNION PACIFIC
 LH0070'RAILWAY FROM THE STATION AT GRAND ISLAND, AT THE CROSSING OF
 LH0070'U.S. HIGHWAY 281, 27.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 LH0070'THE NORTHWEST TRACK, SET IN THE SOUTHEAST WALL OF A LARGE BRICK
 LH0070'BUILDING OWNED BY THE NEBRASKA CONSOLIDATED MILLS COMPANY,
 LH0070'1.0 FOOT NORTHEAST OF THE SOUTH CORNER OF THE BUILDING, SET
 LH0070'VERTICALLY 4.2 FEET ABOVE THE SURFACE OF THE GROUND.
 LH0070
 LH0070                          STATION RECOVERY (1964)
 LH0070
 LH0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH0070'RECOVERED IN GOOD CONDITION.
 LH0070
 LH0070                          STATION RECOVERY (1991)
 LH0070
 LH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0070'THE BUILDING HAS BEEN DEMOLISHED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0269 ***********************************************************************
 NO0269  DESIGNATION -  R 27
 NO0269  PID         -  NO0269
 NO0269  STATE/COUNTY-  NE/GRANT
 NO0269  COUNTRY     -  US
 NO0269  USGS QUAD   -  FRYE LAKE (2017)
 NO0269
 NO0269                         *CURRENT SURVEY CONTROL
 NO0269  ______________________________________________________________________
 NO0269* NAD 83(1986) POSITION- 42 04 20.35   (N) 101 44 15.69   (W)   HD_HELD1
 NO0269* NAVD 88 ORTHO HEIGHT -  1128.890 (meters)     3703.70  (feet) ADJUSTED
 NO0269  ______________________________________________________________________
 NO0269  GEOID HEIGHT    -        -19.272 (meters)                     GEOID18
 NO0269  DYNAMIC HEIGHT  -       1128.270 (meters)     3701.67  (feet) COMP
 NO0269  MODELED GRAVITY -    980,033.3   (mgal)                       NAVD 88
 NO0269
 NO0269  VERT ORDER      -  SECOND    CLASS 0
 NO0269
 NO0269.The horizontal coordinates were determined by differentially corrected
 NO0269.hand held GPS observations or other comparable positioning techniques
 NO0269.and have an estimated accuracy of +/- 3 meters.
 NO0269
 NO0269.The orthometric height was determined by differential leveling and
 NO0269.adjusted by the NATIONAL GEODETIC SURVEY
 NO0269.in June 1991.
 NO0269
 NO0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0269.GEOID18 height accuracy estimate available here.
 NO0269
 NO0269.Click photographs - Photos may exist for this station.
 NO0269
 NO0269.The dynamic height is computed by dividing the NAVD 88
 NO0269.geopotential number by the normal gravity value computed on the
 NO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0269.degrees latitude (g = 980.6199 gals.).
 NO0269
 NO0269.The modeled gravity was interpolated from observed gravity values.
 NO0269
 NO0269;                    North         East    Units  Estimated Accuracy
 NO0269;SPC NE       -   250,033.1     356,245.8     MT  (+/- 3 meters HH1 GPS) 
 NO0269
 NO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7351861432(NAD 83)
 NO0269
 NO0269                          SUPERSEDED SURVEY CONTROL
 NO0269
 NO0269  NGVD 29 (??/??/92) 1128.421  (m)         3702.16   (f) ADJ UNCH    2 0
 NO0269
 NO0269.Superseded values are not recommended for survey control.
 NO0269
 NO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0269.See file dsdata.pdf to determine how the superseded data were derived.
 NO0269
 NO0269_MARKER: DB = BENCH MARK DISK
 NO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0269_STAMPING: R 27 1934
 NO0269_MARK LOGO: CGS
 NO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0269+STABILITY: SURFACE MOTION
 NO0269
 NO0269  HISTORY     - Date     Condition        Report By
 NO0269  HISTORY     - 1934     MONUMENTED       CGS
 NO0269  HISTORY     - 1948     GOOD             CGS
 NO0269  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0269
 NO0269                          STATION DESCRIPTION
 NO0269
 NO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0269'6.1 MI N FROM HYANNIS.
 NO0269'6.1 MILES NORTH ALONG STATE HIGHWAY 61 AT HYANNIS, GRANT COUNTY,
 NO0269'ALONG ROAD TO ROTHWELL RANCH, 0.2 MILE SOUTH OF CORNER SECTIONS
 NO0269'4, 5, 8, AND 9, T. 24 N., R. 38 W., 0.2 MILE SOUTHEAST OF
 NO0269'WINDMILL AND RANCH HOUSE, 67 FEET WEST OF A CATTLE GUARD, AND
 NO0269'22 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 NO0269'STAMPED R 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0269
 NO0269                          STATION RECOVERY (1985)
 NO0269
 NO0269'RECOVERY NOTE BY US POWER SQUADRON 1985 (RPS)
 NO0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1424 ***********************************************************************
 NM1424  DESIGNATION -  R 270
 NM1424  PID         -  NM1424
 NM1424  STATE/COUNTY-  NE/KNOX
 NM1424  COUNTRY     -  US
 NM1424  USGS QUAD   -  TABOR SE (2017)
 NM1424
 NM1424                         *CURRENT SURVEY CONTROL
 NM1424  ______________________________________________________________________
 NM1424* NAD 83(1986) POSITION- 42 50 10.     (N) 097 33 38.     (W)   SCALED
 NM1424* NAVD 88 ORTHO HEIGHT -   362.417 (meters)     1189.03  (feet) ADJUSTED
 NM1424  ______________________________________________________________________
 NM1424  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 NM1424  DYNAMIC HEIGHT  -        362.305 (meters)     1188.66  (feet) COMP
 NM1424  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 NM1424
 NM1424  VERT ORDER      -  SECOND    CLASS 0
 NM1424
 NM1424.The horizontal coordinates were scaled from a map and have
 NM1424.an estimated accuracy of +/- 6 seconds.
 NM1424
 NM1424.The orthometric height was determined by differential leveling and
 NM1424.adjusted by the NATIONAL GEODETIC SURVEY
 NM1424.in June 1991.
 NM1424
 NM1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1424.GEOID18 height accuracy estimate available here.
 NM1424
 NM1424.Click photographs - Photos may exist for this station.
 NM1424
 NM1424.The dynamic height is computed by dividing the NAVD 88
 NM1424.geopotential number by the normal gravity value computed on the
 NM1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1424.degrees latitude (g = 980.6199 gals.).
 NM1424
 NM1424.The modeled gravity was interpolated from observed gravity values.
 NM1424
 NM1424;                    North         East    Units  Estimated Accuracy
 NM1424;SPC NE       -   336,230.      699,400.      MT  (+/- 180 meters Scaled)
 NM1424
 NM1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN176436(NAD 83)
 NM1424
 NM1424                          SUPERSEDED SURVEY CONTROL
 NM1424
 NM1424  NGVD 29 (??/??/92)  362.205  (m)         1188.33   (f) ADJ UNCH    2 0
 NM1424
 NM1424.Superseded values are not recommended for survey control.
 NM1424
 NM1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1424.See file dsdata.pdf to determine how the superseded data were derived.
 NM1424
 NM1424_MARKER: DB = BENCH MARK DISK
 NM1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1424_STAMPING: R 270 1949
 NM1424_MARK LOGO: CGS
 NM1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1424+STABILITY: SURFACE MOTION
 NM1424
 NM1424  HISTORY     - Date     Condition        Report By
 NM1424  HISTORY     - 1949     MONUMENTED       CGS
 NM1424
 NM1424                          STATION DESCRIPTION
 NM1424
 NM1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1424'11.2 MI NW FROM CROFTON.
 NM1424'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH STATE
 NM1424'HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD,
 NM1424'THENCE 1.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE
 NM1424'WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD,
 NM1424'THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 NM1424'A DIRT ROAD, 0.2 MILE SOUTH OF A LARGE YELLOW FARMHOUSE, 27 FEET
 NM1424'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, AT A CURVE IN THE
 NM1424'ROAD, 1.7 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET EAST OF A
 NM1424'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1424'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1394 ***********************************************************************
 NM1394  DESIGNATION -  R 271
 NM1394  PID         -  NM1394
 NM1394  STATE/COUNTY-  NE/KNOX
 NM1394  COUNTRY     -  US
 NM1394  USGS QUAD   -  SANTEE (2017)
 NM1394
 NM1394                         *CURRENT SURVEY CONTROL
 NM1394  ______________________________________________________________________
 NM1394* NAD 83(1986) POSITION- 42 49 16.     (N) 097 49 41.     (W)   SCALED
 NM1394* NAVD 88 ORTHO HEIGHT -   455.211 (meters)     1493.47  (feet) ADJUSTED
 NM1394  ______________________________________________________________________
 NM1394  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 NM1394  DYNAMIC HEIGHT  -        455.056 (meters)     1492.96  (feet) COMP
 NM1394  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 NM1394
 NM1394  VERT ORDER      -  SECOND    CLASS 0
 NM1394
 NM1394.The horizontal coordinates were scaled from a map and have
 NM1394.an estimated accuracy of +/- 6 seconds.
 NM1394
 NM1394.The orthometric height was determined by differential leveling and
 NM1394.adjusted by the NATIONAL GEODETIC SURVEY
 NM1394.in June 1991.
 NM1394
 NM1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1394.GEOID18 height accuracy estimate available here.
 NM1394
 NM1394.Click photographs - Photos may exist for this station.
 NM1394
 NM1394.The dynamic height is computed by dividing the NAVD 88
 NM1394.geopotential number by the normal gravity value computed on the
 NM1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1394.degrees latitude (g = 980.6199 gals.).
 NM1394
 NM1394.The modeled gravity was interpolated from observed gravity values.
 NM1394
 NM1394;                    North         East    Units  Estimated Accuracy
 NM1394;SPC NE       -   333,980.      677,580.      MT  (+/- 180 meters Scaled)
 NM1394
 NM1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN958416(NAD 83)
 NM1394
 NM1394                          SUPERSEDED SURVEY CONTROL
 NM1394
 NM1394  NGVD 29 (??/??/92)  454.981  (m)         1492.72   (f) ADJ UNCH    2 0
 NM1394
 NM1394.Superseded values are not recommended for survey control.
 NM1394
 NM1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1394.See file dsdata.pdf to determine how the superseded data were derived.
 NM1394
 NM1394_MARKER: DB = BENCH MARK DISK
 NM1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1394_STAMPING: R 271 1949
 NM1394_MARK LOGO: CGS
 NM1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1394+STABILITY: SURFACE MOTION
 NM1394
 NM1394  HISTORY     - Date     Condition        Report By
 NM1394  HISTORY     - 1949     MONUMENTED       CGS
 NM1394
 NM1394                          STATION DESCRIPTION
 NM1394
 NM1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1394'2.2 MI SE FROM SANTEE.
 NM1394'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1394'AT SANTEE, THENCE 1.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1394'ON THE NORTHEAST SLOPE OF A YELLOW CLAY HILL, 30 FEET NORTHEAST
 NM1394'OF THE CENTER LINE OF THE ROAD, 6.4 FEET NORTHWEST OF A BRACED
 NM1394'GATE POST, 1.0 FOOT SOUTHWEST OF THE FENCE LINE, 1.2 FEET
 NM1394'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM1394'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1048 ***********************************************************************
 NM1048  DESIGNATION -  R 272
 NM1048  PID         -  NM1048
 NM1048  STATE/COUNTY-  NE/CEDAR
 NM1048  COUNTRY     -  US
 NM1048  USGS QUAD   -  MENOMINEE (2017)
 NM1048
 NM1048                         *CURRENT SURVEY CONTROL
 NM1048  ______________________________________________________________________
 NM1048* NAD 83(1986) POSITION- 42 48 43.     (N) 097 15 39.     (W)   SCALED
 NM1048* NAVD 88 ORTHO HEIGHT -   403.560 (meters)     1324.01  (feet) ADJUSTED
 NM1048  ______________________________________________________________________
 NM1048  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 NM1048  DYNAMIC HEIGHT  -        403.443 (meters)     1323.63  (feet) COMP
 NM1048  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NM1048
 NM1048  VERT ORDER      -  SECOND    CLASS 0
 NM1048
 NM1048.The horizontal coordinates were scaled from a map and have
 NM1048.an estimated accuracy of +/- 6 seconds.
 NM1048
 NM1048.The orthometric height was determined by differential leveling and
 NM1048.adjusted by the NATIONAL GEODETIC SURVEY
 NM1048.in June 1991.
 NM1048
 NM1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1048.GEOID18 height accuracy estimate available here.
 NM1048
 NM1048.Click photographs - Photos may exist for this station.
 NM1048
 NM1048.The dynamic height is computed by dividing the NAVD 88
 NM1048.geopotential number by the normal gravity value computed on the
 NM1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1048.degrees latitude (g = 980.6199 gals.).
 NM1048
 NM1048.The modeled gravity was interpolated from observed gravity values.
 NM1048
 NM1048;                    North         East    Units  Estimated Accuracy
 NM1048;SPC NE       -   334,280.      723,980.      MT  (+/- 180 meters Scaled)
 NM1048
 NM1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN421413(NAD 83)
 NM1048
 NM1048                          SUPERSEDED SURVEY CONTROL
 NM1048
 NM1048  NGVD 29 (??/??/92)  403.357  (m)         1323.35   (f) ADJ UNCH    2 0
 NM1048
 NM1048.Superseded values are not recommended for survey control.
 NM1048
 NM1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1048.See file dsdata.pdf to determine how the superseded data were derived.
 NM1048
 NM1048_MARKER: DB = BENCH MARK DISK
 NM1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1048_STAMPING: R 272 1949
 NM1048_MARK LOGO: CGS
 NM1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1048+STABILITY: SURFACE MOTION
 NM1048
 NM1048  HISTORY     - Date     Condition        Report By
 NM1048  HISTORY     - 1949     MONUMENTED       CGS
 NM1048
 NM1048                          STATION DESCRIPTION
 NM1048
 NM1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1048'0.8 MI NW FROM ST HELENA.
 NM1048'0.25 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CATHOLIC
 NM1048'CHURCH AT ST. HELENA, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD,
 NM1048'92 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 50 FEET
 NM1048'NORTH OF THE CENTER LINE OF A T ROAD LEADING EAST, 24.0 FEET
 NM1048'NORTH OF A FENCE CORNER POST, 1.3 FEET WEST OF A FENCE, 1.7 FEET
 NM1048'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1048'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0011 ***********************************************************************
 NN0011  DESIGNATION -  R 273
 NN0011  PID         -  NN0011
 NN0011  STATE/COUNTY-  NE/BOYD
 NN0011  COUNTRY     -  US
 NN0011  USGS QUAD   -  LYNCH (2017)
 NN0011
 NN0011                         *CURRENT SURVEY CONTROL
 NN0011  ______________________________________________________________________
 NN0011* NAD 83(1986) POSITION- 42 49 41.     (N) 098 24 16.     (W)   SCALED
 NN0011* NAVD 88 ORTHO HEIGHT -   417.392 (meters)     1369.39  (feet) ADJUSTED
 NN0011  ______________________________________________________________________
 NN0011  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 NN0011  DYNAMIC HEIGHT  -        417.246 (meters)     1368.91  (feet) COMP
 NN0011  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 NN0011
 NN0011  VERT ORDER      -  SECOND    CLASS 0
 NN0011
 NN0011.The horizontal coordinates were scaled from a map and have
 NN0011.an estimated accuracy of +/- 6 seconds.
 NN0011
 NN0011.The orthometric height was determined by differential leveling and
 NN0011.adjusted by the NATIONAL GEODETIC SURVEY
 NN0011.in June 1991.
 NN0011
 NN0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0011.GEOID18 height accuracy estimate available here.
 NN0011
 NN0011.Click photographs - Photos may exist for this station.
 NN0011
 NN0011.The dynamic height is computed by dividing the NAVD 88
 NN0011.geopotential number by the normal gravity value computed on the
 NN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0011.degrees latitude (g = 980.6199 gals.).
 NN0011
 NN0011.The modeled gravity was interpolated from observed gravity values.
 NN0011
 NN0011;                    North         East    Units  Estimated Accuracy
 NN0011;SPC NE       -   333,720.      630,450.      MT  (+/- 180 meters Scaled)
 NN0011
 NN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN486418(NAD 83)
 NN0011
 NN0011                          SUPERSEDED SURVEY CONTROL
 NN0011
 NN0011  NGVD 29 (??/??/92)  417.117  (m)         1368.49   (f) ADJ UNCH    2 0
 NN0011
 NN0011.Superseded values are not recommended for survey control.
 NN0011
 NN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0011.See file dsdata.pdf to determine how the superseded data were derived.
 NN0011
 NN0011_MARKER: DB = BENCH MARK DISK
 NN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0011_STAMPING: R 273 1949
 NN0011_MARK LOGO: CGS
 NN0011_PROJECTION: FLUSH
 NN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0011+STABILITY: SURFACE MOTION
 NN0011
 NN0011  HISTORY     - Date     Condition        Report By
 NN0011  HISTORY     - 1949     MONUMENTED       CGS
 NN0011
 NN0011                          STATION DESCRIPTION
 NN0011
 NN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0011'3.3 MI E FROM LYNCH.
 NN0011'3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0011'THE STATION AT LYNCH, 0.2 MILE EAST OF A PUBLIC ROAD CROSSING,
 NN0011'40.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 46.0 FEET NORTH
 NN0011'OF THE CENTER LINE OF STATE HIGHWAY NO. 12, 57.4 FEET NORTHEAST
 NN0011'OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE (CONCRETE), 44.2
 NN0011'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RAILROAD TRESTLE NO.
 NN0011'198, 2.5 FEET WEST OF MILEPOST NO. 85, 1.4 FEET EAST OF A
 NN0011'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NN0011'IS LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0929 ***********************************************************************
 NM0929  DESIGNATION -  R 274
 NM0929  PID         -  NM0929
 NM0929  STATE/COUNTY-  NE/DIXON
 NM0929  COUNTRY     -  US
 NM0929  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0929
 NM0929                         *CURRENT SURVEY CONTROL
 NM0929  ______________________________________________________________________
 NM0929* NAD 83(1986) POSITION- 42 31 30.11   (N) 096 59 46.84   (W)   HD_HELD1
 NM0929* NAVD 88 ORTHO HEIGHT -   482.735 (meters)     1583.77  (feet) ADJUSTED
 NM0929  ______________________________________________________________________
 NM0929  GEOID HEIGHT    -        -25.210 (meters)                     GEOID18
 NM0929  DYNAMIC HEIGHT  -        482.576 (meters)     1583.25  (feet) COMP
 NM0929  MODELED GRAVITY -    980,277.0   (mgal)                       NAVD 88
 NM0929
 NM0929  VERT ORDER      -  SECOND    CLASS 0
 NM0929
 NM0929.The horizontal coordinates were determined by differentially corrected
 NM0929.hand held GPS observations or other comparable positioning techniques
 NM0929.and have an estimated accuracy of +/- 3 meters.
 NM0929
 NM0929.The orthometric height was determined by differential leveling and
 NM0929.adjusted by the NATIONAL GEODETIC SURVEY
 NM0929.in June 1991.
 NM0929
 NM0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0929.GEOID18 height accuracy estimate available here.
 NM0929
 NM0929.Click photographs - Photos may exist for this station.
 NM0929
 NM0929.The dynamic height is computed by dividing the NAVD 88
 NM0929.geopotential number by the normal gravity value computed on the
 NM0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0929.degrees latitude (g = 980.6199 gals.).
 NM0929
 NM0929.The modeled gravity was interpolated from observed gravity values.
 NM0929
 NM0929;                    North         East    Units  Estimated Accuracy
 NM0929;SPC NE       -   303,148.7     746,704.2     MT  (+/- 3 meters HH1 GPS) 
 NM0929
 NM0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6456910017(NAD 83)
 NM0929
 NM0929                          SUPERSEDED SURVEY CONTROL
 NM0929
 NM0929  NGVD 29 (??/??/92)  482.540  (m)         1583.13   (f) ADJ UNCH    2 0
 NM0929
 NM0929.Superseded values are not recommended for survey control.
 NM0929
 NM0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0929.See file dsdata.pdf to determine how the superseded data were derived.
 NM0929
 NM0929_MARKER: DB = BENCH MARK DISK
 NM0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0929_STAMPING: R 274 1949
 NM0929_MARK LOGO: CGS
 NM0929_PROJECTION: PROJECTING 5 CENTIMETERS
 NM0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0929+STABILITY: SURFACE MOTION
 NM0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0929+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2021
 NM0929
 NM0929  HISTORY     - Date     Condition        Report By
 NM0929  HISTORY     - 1949     MONUMENTED       CGS
 NM0929  HISTORY     - 20210915 GOOD             NDOT
 NM0929
 NM0929                          STATION DESCRIPTION
 NM0929
 NM0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0929'7.8 MI N FROM DIXON.
 NM0929'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0929'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH
 NM0929'ALONG STATE HIGHWAY 116, THENCE 4.0 MILES NORTH ALONG A GRADED
 NM0929'DIRT ROAD, 95 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0929'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0929'56.0 FEET WEST OF THE CENTER OF A WIRE GATE, 1.0 FOOT NORTH
 NM0929'OF THE RIGHT-OF-WAY FENCE, 1.9 FEET EAST OF A REFERENCE POST,
 NM0929'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2
 NM0929'FOOT ABOVE THE GROUND.
 NM0929
 NM0929                          STATION RECOVERY (2021)
 NM0929
 NM0929'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2021 (MN)
 NM0929'RECOVERED AS DESCRIBED IN 1949, EXCEPT THE CHICAGO, BURLINGTON AND
 NM0929'QUINCY RAILROAD STATION AT DIXON IS NO LONGER RELEVANT.  INSTEAD,
 NM0929'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 116 AND FIRST ST. IN DIXON
 NM0929'AND FOLLOW RECOVERY NOTE STARTING NORTH ALONG STATE HIGHWAY 116.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0912 ***********************************************************************
 NM0912  DESIGNATION -  R 275
 NM0912  PID         -  NM0912
 NM0912  STATE/COUNTY-  NE/DIXON
 NM0912  COUNTRY     -  US
 NM0912  USGS QUAD   -  MASKELL (2017)
 NM0912
 NM0912                         *CURRENT SURVEY CONTROL
 NM0912  ______________________________________________________________________
 NM0912* NAD 83(1986) POSITION- 42 42 03.     (N) 096 58 56.     (W)   SCALED
 NM0912* NAVD 88 ORTHO HEIGHT -   367.548 (meters)     1205.86  (feet) ADJUSTED
 NM0912  ______________________________________________________________________
 NM0912  GEOID HEIGHT    -        -25.543 (meters)                     GEOID18
 NM0912  DYNAMIC HEIGHT  -        367.432 (meters)     1205.48  (feet) COMP
 NM0912  MODELED GRAVITY -    980,294.7   (mgal)                       NAVD 88
 NM0912
 NM0912  VERT ORDER      -  SECOND    CLASS 0
 NM0912
 NM0912.The horizontal coordinates were scaled from a map and have
 NM0912.an estimated accuracy of +/- 6 seconds.
 NM0912
 NM0912.The orthometric height was determined by differential leveling and
 NM0912.adjusted by the NATIONAL GEODETIC SURVEY
 NM0912.in June 1991.
 NM0912
 NM0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0912.GEOID18 height accuracy estimate available here.
 NM0912
 NM0912.Click photographs - Photos may exist for this station.
 NM0912
 NM0912.The dynamic height is computed by dividing the NAVD 88
 NM0912.geopotential number by the normal gravity value computed on the
 NM0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0912.degrees latitude (g = 980.6199 gals.).
 NM0912
 NM0912.The modeled gravity was interpolated from observed gravity values.
 NM0912
 NM0912;                    North         East    Units  Estimated Accuracy
 NM0912;SPC NE       -   322,700.      747,180.      MT  (+/- 180 meters Scaled)
 NM0912
 NM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN652295(NAD 83)
 NM0912
 NM0912                          SUPERSEDED SURVEY CONTROL
 NM0912
 NM0912  NGVD 29 (??/??/92)  367.346  (m)         1205.20   (f) ADJ UNCH    2 0
 NM0912
 NM0912.Superseded values are not recommended for survey control.
 NM0912
 NM0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0912.See file dsdata.pdf to determine how the superseded data were derived.
 NM0912
 NM0912_MARKER: DB = BENCH MARK DISK
 NM0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0912_STAMPING: R 275 1949
 NM0912_MARK LOGO: CGS
 NM0912_PROJECTION: FLUSH
 NM0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0912+STABILITY: SURFACE MOTION
 NM0912
 NM0912  HISTORY     - Date     Condition        Report By
 NM0912  HISTORY     - 1949     MONUMENTED       CGS
 NM0912
 NM0912                          STATION DESCRIPTION
 NM0912
 NM0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0912'0.8 MI N FROM MASKELL.
 NM0912'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0912'SCHOOL AT MASKELL, THENCE 0.6 MILE NORTH ALONG A GRADED DIRT
 NM0912'ROAD, AT THE FARM HOME OF ELMER COOK, 192 FEET WEST OF THE
 NM0912'CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET NORTH OF THE CENTER
 NM0912'LINE OF A PRIVATE DRIVEWAY, 20.0 FEET SOUTHEAST OF THE
 NM0912'SOUTHWEST CORNER OF THE HOUSE, 25.0 FEET SOUTHWEST OF THE
 NM0912'SOUTHEAST CORNER OF THE HOUSE, 17.3 FEET WEST OF THE CENTER OF A
 NM0912'FRAME GATE, 1.5 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 NM0912'5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 NM0912'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1066 ***********************************************************************
 NM1066  DESIGNATION -  R 276
 NM1066  PID         -  NM1066
 NM1066  STATE/COUNTY-  NE/CEDAR
 NM1066  COUNTRY     -  US
 NM1066  USGS QUAD   -  OBERT (2017)
 NM1066
 NM1066                         *CURRENT SURVEY CONTROL
 NM1066  ______________________________________________________________________
 NM1066* NAD 83(1986) POSITION- 42 44 09.     (N) 097 01 28.     (W)   SCALED
 NM1066* NAVD 88 ORTHO HEIGHT -   351.602 (meters)     1153.55  (feet) ADJUSTED
 NM1066  ______________________________________________________________________
 NM1066  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM1066  DYNAMIC HEIGHT  -        351.494 (meters)     1153.19  (feet) COMP
 NM1066  MODELED GRAVITY -    980,302.6   (mgal)                       NAVD 88
 NM1066
 NM1066  VERT ORDER      -  SECOND    CLASS 0
 NM1066
 NM1066.The horizontal coordinates were scaled from a map and have
 NM1066.an estimated accuracy of +/- 6 seconds.
 NM1066
 NM1066.The orthometric height was determined by differential leveling and
 NM1066.adjusted by the NATIONAL GEODETIC SURVEY
 NM1066.in June 1991.
 NM1066
 NM1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1066.GEOID18 height accuracy estimate available here.
 NM1066
 NM1066.Click photographs - Photos may exist for this station.
 NM1066
 NM1066.The dynamic height is computed by dividing the NAVD 88
 NM1066.geopotential number by the normal gravity value computed on the
 NM1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1066.degrees latitude (g = 980.6199 gals.).
 NM1066
 NM1066.The modeled gravity was interpolated from observed gravity values.
 NM1066
 NM1066;                    North         East    Units  Estimated Accuracy
 NM1066;SPC NE       -   326,470.      743,590.      MT  (+/- 180 meters Scaled)
 NM1066
 NM1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN617333(NAD 83)
 NM1066
 NM1066                          SUPERSEDED SURVEY CONTROL
 NM1066
 NM1066  NGVD 29 (??/??/92)  351.397  (m)         1152.88   (f) ADJ UNCH    2 0
 NM1066
 NM1066.Superseded values are not recommended for survey control.
 NM1066
 NM1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1066.See file dsdata.pdf to determine how the superseded data were derived.
 NM1066
 NM1066_MARKER: DB = BENCH MARK DISK
 NM1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1066_STAMPING: R 276 1949
 NM1066_MARK LOGO: CGS
 NM1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1066+STABILITY: SURFACE MOTION
 NM1066
 NM1066  HISTORY     - Date     Condition        Report By
 NM1066  HISTORY     - 1949     MONUMENTED       CGS
 NM1066
 NM1066                          STATION DESCRIPTION
 NM1066
 NM1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1066'10.8 MI E FROM WYNOT.
 NM1066'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1066'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1066'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1066'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1066'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1066'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.55 MILE EAST ALONG
 NM1066'A GRADED DIRT ROAD, AT THE FARM HOME OF MACK REIFENRATH, 43 FEET
 NM1066'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 37.6 FEET
 NM1066'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 4.0 FEET EAST OF A
 NM1066'POWER POLE, 3.6 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 NM1066'FENCE, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH PROJECTS
 NM1066'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0143 ***********************************************************************
 LG0143  DESIGNATION -  R 277
 LG0143  PID         -  LG0143
 LG0143  STATE/COUNTY-  NE/CASS
 LG0143  COUNTRY     -  US
 LG0143  USGS QUAD   -  MANLEY (2017)
 LG0143
 LG0143                         *CURRENT SURVEY CONTROL
 LG0143  ______________________________________________________________________
 LG0143* NAD 83(1986) POSITION- 40 58 11.46   (N) 096 08 22.89   (W)   HD_HELD1
 LG0143* NAVD 88 ORTHO HEIGHT -   358.787 (meters)     1177.12  (feet) ADJUSTED
 LG0143  ______________________________________________________________________
 LG0143  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 LG0143  DYNAMIC HEIGHT  -        358.638 (meters)     1176.63  (feet) COMP
 LG0143  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 LG0143
 LG0143  VERT ORDER      -  SECOND    CLASS 0
 LG0143
 LG0143.The horizontal coordinates were determined by differentially corrected
 LG0143.hand held GPS observations or other comparable positioning techniques
 LG0143.and have an estimated accuracy of +/- 3 meters.
 LG0143
 LG0143.The orthometric height was determined by differential leveling and
 LG0143.adjusted by the NATIONAL GEODETIC SURVEY
 LG0143.in June 1991.
 LG0143
 LG0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0143.GEOID18 height accuracy estimate available here.
 LG0143
 LG0143.Click photographs - Photos may exist for this station.
 LG0143
 LG0143.The dynamic height is computed by dividing the NAVD 88
 LG0143.geopotential number by the normal gravity value computed on the
 LG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0143.degrees latitude (g = 980.6199 gals.).
 LG0143
 LG0143.The modeled gravity was interpolated from observed gravity values.
 LG0143
 LG0143;                    North         East    Units  Estimated Accuracy
 LG0143;SPC NE       -   133,434.4     824,731.0     MT  (+/- 3 meters HH1 GPS) 
 LG0143
 LG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4068039350(NAD 83)
 LG0143
 LG0143                          SUPERSEDED SURVEY CONTROL
 LG0143
 LG0143  NGVD 29 (??/??/92)  358.691  (m)         1176.81   (f) ADJ UNCH    2 0
 LG0143
 LG0143.Superseded values are not recommended for survey control.
 LG0143
 LG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0143.See file dsdata.pdf to determine how the superseded data were derived.
 LG0143
 LG0143_MARKER: DB = BENCH MARK DISK
 LG0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0143_STAMPING: R 277 1950
 LG0143_MARK LOGO: CGS
 LG0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0143+STABILITY: SURFACE MOTION
 LG0143
 LG0143  HISTORY     - Date     Condition        Report By
 LG0143  HISTORY     - 1950     MONUMENTED       CGS
 LG0143  HISTORY     - 1964     GOOD             USGS
 LG0143
 LG0143                          STATION DESCRIPTION
 LG0143
 LG0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0143'3.1 MI S FROM LOUISVILLE.
 LG0143'3.1 MILES SOUTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 LG0143'AT LOUISVILLE, ON THE SIDE OF A HILL WHICH SLOPES TO THE NORTH,
 LG0143'0.1 MILE SOUTH OF A FARMHOUSE WHICH IS ON THE EAST SIDE OF THE
 LG0143'HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 LG0143'SOUTH OF A FENCE CORNER, 1.3 FEET WEST OF A FENCE, 1.5 FEET
 LG0143'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LG0143'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- 0.2 MILE SOUTH
 LG0143'OF CORNER SECS. 25, 26, 35, AND 36, T12N, R11E.
 LG0143
 LG0143                          STATION RECOVERY (1964)
 LG0143
 LG0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0479 ***********************************************************************
 NM0479  DESIGNATION -  R 278
 NM0479  PID         -  NM0479
 NM0479  STATE/COUNTY-  NE/DAKOTA
 NM0479  COUNTRY     -  US
 NM0479  USGS QUAD   -  HOMER (2017)
 NM0479
 NM0479                         *CURRENT SURVEY CONTROL
 NM0479  ______________________________________________________________________
 NM0479* NAD 83(1986) POSITION- 42 18 11.     (N) 096 23 48.     (W)   SCALED
 NM0479* NAVD 88 ORTHO HEIGHT -   329.984 (meters)     1082.62  (feet) ADJUSTED
 NM0479  ______________________________________________________________________
 NM0479  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 NM0479  DYNAMIC HEIGHT  -        329.877 (meters)     1082.27  (feet) COMP
 NM0479  MODELED GRAVITY -    980,286.5   (mgal)                       NAVD 88
 NM0479
 NM0479  VERT ORDER      -  SECOND    CLASS 0
 NM0479
 NM0479.The horizontal coordinates were scaled from a map and have
 NM0479.an estimated accuracy of +/- 6 seconds.
 NM0479
 NM0479.The orthometric height was determined by differential leveling and
 NM0479.adjusted by the NATIONAL GEODETIC SURVEY
 NM0479.in June 1991.
 NM0479
 NM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0479.GEOID18 height accuracy estimate available here.
 NM0479
 NM0479.Click photographs - Photos may exist for this station.
 NM0479
 NM0479.The dynamic height is computed by dividing the NAVD 88
 NM0479.geopotential number by the normal gravity value computed on the
 NM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0479.degrees latitude (g = 980.6199 gals.).
 NM0479
 NM0479.The modeled gravity was interpolated from observed gravity values.
 NM0479
 NM0479;                    North         East    Units  Estimated Accuracy
 NM0479;SPC NE       -   280,400.      796,960.      MT  (+/- 180 meters Scaled)
 NM0479
 NM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM145867(NAD 83)
 NM0479
 NM0479                          SUPERSEDED SURVEY CONTROL
 NM0479
 NM0479  NGVD 29 (??/??/92)  329.828  (m)         1082.11   (f) ADJ UNCH    2 0
 NM0479
 NM0479.Superseded values are not recommended for survey control.
 NM0479
 NM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0479.See file dsdata.pdf to determine how the superseded data were derived.
 NM0479
 NM0479_MARKER: DB = BENCH MARK DISK
 NM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0479_STAMPING: R 278 1949
 NM0479_MARK LOGO: CGS
 NM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0479+STABILITY: SURFACE MOTION
 NM0479
 NM0479  HISTORY     - Date     Condition        Report By
 NM0479  HISTORY     - 1949     MONUMENTED       CGS
 NM0479
 NM0479                          STATION DESCRIPTION
 NM0479
 NM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0479'5.6 MI E FROM HOMER.
 NM0479'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0479'THENCE 3.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 NM0479'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG
 NM0479'A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD,
 NM0479'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.15 MILE SOUTH
 NM0479'ALONG A DIRT ROAD, AT A VACANT FARMHOUSE WHICH IS ON THE DIAMOND
 NM0479'A CATTLE RANCH, 53.5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 NM0479'HOUSE, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 63.0 FEET
 NM0479'NORTH OF THE CENTER OF A WOODEN GATE, 1.7 FEET WEST OF A FENCE,
 NM0479'1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A 6 FOOT
 NM0479'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0396 ***********************************************************************
 LH0396  DESIGNATION -  R 279
 LH0396  PID         -  LH0396
 LH0396  STATE/COUNTY-  NE/HALL
 LH0396  COUNTRY     -  US
 LH0396  USGS QUAD   -  SHELTON (2017)
 LH0396
 LH0396                         *CURRENT SURVEY CONTROL
 LH0396  ______________________________________________________________________
 LH0396* NAD 83(1986) POSITION- 40 48 01.     (N) 098 39 51.     (W)   SCALED
 LH0396* NAVD 88 ORTHO HEIGHT -   606.728 (meters)     1990.57  (feet) ADJUSTED
 LH0396  ______________________________________________________________________
 LH0396  GEOID HEIGHT    -        -24.773 (meters)                     GEOID18
 LH0396  DYNAMIC HEIGHT  -        606.395 (meters)     1989.48  (feet) COMP
 LH0396  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 LH0396
 LH0396  VERT ORDER      -  FIRST     CLASS II
 LH0396
 LH0396.The horizontal coordinates were scaled from a map and have
 LH0396.an estimated accuracy of +/- 6 seconds.
 LH0396
 LH0396.The orthometric height was determined by differential leveling and
 LH0396.adjusted by the NATIONAL GEODETIC SURVEY
 LH0396.in May 1993.
 LH0396
 LH0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0396.GEOID18 height accuracy estimate available here.
 LH0396
 LH0396.Click photographs - Photos may exist for this station.
 LH0396
 LH0396.The dynamic height is computed by dividing the NAVD 88
 LH0396.geopotential number by the normal gravity value computed on the
 LH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0396.degrees latitude (g = 980.6199 gals.).
 LH0396
 LH0396.The modeled gravity was interpolated from observed gravity values.
 LH0396
 LH0396;                    North         East    Units  Estimated Accuracy
 LH0396;SPC NE       -   108,230.      612,700.      MT  (+/- 180 meters Scaled)
 LH0396
 LH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL283166(NAD 83)
 LH0396
 LH0396                          SUPERSEDED SURVEY CONTROL
 LH0396
 LH0396  NAVD 88 (06/15/91)  606.725  (m)         1990.56   (f) SUPERSEDED  1 2
 LH0396  NGVD 29 (02/14/92)  606.470  (m)         1989.73   (f) ADJUSTED    1 2
 LH0396  NGVD 29 (??/??/87)  606.470  (m)         1989.73   (f) SUPERSEDED  1 2
 LH0396
 LH0396.Superseded values are not recommended for survey control.
 LH0396
 LH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0396.See file dsdata.pdf to determine how the superseded data were derived.
 LH0396
 LH0396_MARKER: DB = BENCH MARK DISK
 LH0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0396_STAMPING: R 279 1949
 LH0396_MARK LOGO: CGS
 LH0396_PROJECTION: RECESSED 5 CENTIMETERS
 LH0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0396+STABILITY: SURFACE MOTION
 LH0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0396+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0396
 LH0396  HISTORY     - Date     Condition        Report By
 LH0396  HISTORY     - 1949     MONUMENTED       CGS
 LH0396  HISTORY     - 19910924 GOOD             NGS
 LH0396  HISTORY     - 20190918 MARK NOT FOUND   NE-109
 LH0396
 LH0396                          STATION DESCRIPTION
 LH0396
 LH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0396'3.6 MI SW FROM WOOD RIVER.
 LH0396'3.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0396'STATION AT WOOD RIVER, AT A ROAD CROSSING, 3 POLES NORTHEAST
 LH0396'OF MILEPOST 166, 126 FEET NORTH OF THE EXTENDED CENTER LINE OF
 LH0396'ROAD LEADING EAST FROM A T-JUNCTION OF ROADS, 57 FEET WEST OF
 LH0396'THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.0 FEET SOUTHEAST
 LH0396'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 28.0 FEET SOUTHWEST
 LH0396'OF A FENCE CORNER POST, 2.0 FEET SOUTHWEST OF A REFERENCE POST,
 LH0396'1.5 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, AND SET IN THE
 LH0396'TOP OF A 5-FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LH0396'THE GROUND.
 LH0396
 LH0396                          STATION RECOVERY (1991)
 LH0396
 LH0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0396'27.2 KM (16.90 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0396'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.5 M (188.6 FT) SOUTHEAST OF
 LH0396'THE HIGHWAY CENTERLINE, 16.9 M (55.4 FT) WEST OF THE CENTER OF A
 LH0396'GRAVELED ROAD, 14.2 M (46.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0396'UNION PACIFIC RAILROAD, 11.4 M (37.4 FT) NORTH-NORTHWEST OF A UTILITY
 LH0396'POLE WITH A GUY CABLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK,
 LH0396'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 LH0396'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LH0396
 LH0396                          STATION RECOVERY (2019)
 LH0396
 LH0396'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0396'FOUND CONCRETE MONUMENT AT LOCATION AS DESCRIBED IN 1991 RECOVERY.
 LH0396'TOP OF MONUMENT HAS BEEN BROKEN OFF AND BENCH MARK DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0142 ***********************************************************************
 MM0142  DESIGNATION -  R 28
 MM0142  PID         -  MM0142
 MM0142  STATE/COUNTY-  NE/LINCOLN
 MM0142  COUNTRY     -  US
 MM0142  USGS QUAD   -  MAXWELL SW (2017)
 MM0142
 MM0142                         *CURRENT SURVEY CONTROL
 MM0142  ______________________________________________________________________
 MM0142* NAD 83(1986) POSITION- 41 03 56.     (N) 100 42 15.     (W)   SCALED
 MM0142* NAVD 88 ORTHO HEIGHT -   882.776 (meters)     2896.24  (feet) ADJUSTED
 MM0142  ______________________________________________________________________
 MM0142  GEOID HEIGHT    -        -22.403 (meters)                     GEOID18
 MM0142  DYNAMIC HEIGHT  -        882.242 (meters)     2894.49  (feet) COMP
 MM0142  MODELED GRAVITY -    979,990.0   (mgal)                       NAVD 88
 MM0142
 MM0142  VERT ORDER      -  SECOND    CLASS 0
 MM0142
 MM0142.The horizontal coordinates were scaled from a map and have
 MM0142.an estimated accuracy of +/- 6 seconds.
 MM0142
 MM0142.The orthometric height was determined by differential leveling and
 MM0142.adjusted by the NATIONAL GEODETIC SURVEY
 MM0142.in June 1994.
 MM0142
 MM0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0142.GEOID18 height accuracy estimate available here.
 MM0142
 MM0142.Click photographs - Photos may exist for this station.
 MM0142
 MM0142.The dynamic height is computed by dividing the NAVD 88
 MM0142.geopotential number by the normal gravity value computed on the
 MM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0142.degrees latitude (g = 980.6199 gals.).
 MM0142
 MM0142.The modeled gravity was interpolated from observed gravity values.
 MM0142
 MM0142;                    North         East    Units  Estimated Accuracy
 MM0142;SPC NE       -   137,050.      440,830.      MT  (+/- 180 meters Scaled)
 MM0142
 MM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL568474(NAD 83)
 MM0142
 MM0142                          SUPERSEDED SURVEY CONTROL
 MM0142
 MM0142  NAVD 88 (06/15/91)  882.769  (m)         2896.22   (f) SUPERSEDED  2 0
 MM0142  NGVD 29 (??/??/92)  882.407  (m)         2895.03   (f) ADJ UNCH    2 0
 MM0142
 MM0142.Superseded values are not recommended for survey control.
 MM0142
 MM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0142.See file dsdata.pdf to determine how the superseded data were derived.
 MM0142
 MM0142_MARKER: DB = BENCH MARK DISK
 MM0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0142_STAMPING: R 28 1934
 MM0142_MARK LOGO: CGS
 MM0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0142+STABILITY: SURFACE MOTION
 MM0142
 MM0142  HISTORY     - Date     Condition        Report By
 MM0142  HISTORY     - 1934     MONUMENTED       CGS
 MM0142
 MM0142                          STATION DESCRIPTION
 MM0142
 MM0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0142'8.3 MI S FROM NORTH PLATTE.
 MM0142'8.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0142'COUNTY, AT THE TOP OF THE WEST SLOPE OF A SMALL VALLEY, 88 FEET
 MM0142'NORTH OF A V-FENCE CORNER, 36 FEET EAST OF THE CENTERLINE OF THE
 MM0142'HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0142'DISK, STAMPED R 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0836 ***********************************************************************
 MK0836  DESIGNATION -  R 280
 MK0836  PID         -  MK0836
 MK0836  STATE/COUNTY-  NE/SARPY
 MK0836  COUNTRY     -  US
 MK0836  USGS QUAD   -  CEDAR CREEK (2017)
 MK0836
 MK0836                         *CURRENT SURVEY CONTROL
 MK0836  ______________________________________________________________________
 MK0836* NAD 83(1986) POSITION- 41 04 40.75   (N) 096 03 59.77   (W)   HD_HELD1
 MK0836* NAVD 88 ORTHO HEIGHT -   348.717 (meters)     1144.08  (feet) ADJUSTED
 MK0836  ______________________________________________________________________
 MK0836  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 MK0836  DYNAMIC HEIGHT  -        348.577 (meters)     1143.62  (feet) COMP
 MK0836  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 MK0836
 MK0836  VERT ORDER      -  SECOND    CLASS 0
 MK0836
 MK0836.The horizontal coordinates were determined by differentially corrected
 MK0836.hand held GPS observations or other comparable positioning techniques
 MK0836.and have an estimated accuracy of +/- 3 meters.
 MK0836
 MK0836.The orthometric height was determined by differential leveling and
 MK0836.adjusted by the NATIONAL GEODETIC SURVEY
 MK0836.in June 1991.
 MK0836
 MK0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0836.GEOID18 height accuracy estimate available here.
 MK0836
 MK0836.Click photographs - Photos may exist for this station.
 MK0836
 MK0836.The dynamic height is computed by dividing the NAVD 88
 MK0836.geopotential number by the normal gravity value computed on the
 MK0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0836.degrees latitude (g = 980.6199 gals.).
 MK0836
 MK0836.The modeled gravity was interpolated from observed gravity values.
 MK0836
 MK0836;                    North         East    Units  Estimated Accuracy
 MK0836;SPC NE       -   145,704.4     830,329.1     MT  (+/- 3 meters HH1 GPS) 
 MK0836
 MK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4642751561(NAD 83)
 MK0836
 MK0836                          SUPERSEDED SURVEY CONTROL
 MK0836
 MK0836  NGVD 29 (??/??/92)  348.619  (m)         1143.76   (f) ADJ UNCH    2 0
 MK0836
 MK0836.Superseded values are not recommended for survey control.
 MK0836
 MK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0836.See file dsdata.pdf to determine how the superseded data were derived.
 MK0836
 MK0836_MARKER: DB = BENCH MARK DISK
 MK0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0836_STAMPING: R 280 1950
 MK0836_MARK LOGO: CGS
 MK0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0836+STABILITY: SURFACE MOTION
 MK0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0836+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2017
 MK0836
 MK0836  HISTORY     - Date     Condition        Report By
 MK0836  HISTORY     - 1950     MONUMENTED       CGS
 MK0836  HISTORY     - 20100805 GOOD             USACE
 MK0836  HISTORY     - 20170314 GOOD             THOMDD
 MK0836
 MK0836                          STATION DESCRIPTION
 MK0836
 MK0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0836'3.1 MI SE FROM RICHFIELD.
 MK0836'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0836'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0836'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE EAST ALONG
 MK0836'A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE TOP OF A HILL,
 MK0836'67 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK0836'40 FEET SOUTH OF A FENCE CORNER, 29 FEET EAST OF THE CENTER
 MK0836'LINE OF A NORTH AND SOUTH ROAD, 1 FOOT WEST OF A FENCE, 2 FEET
 MK0836'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0836'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0836
 MK0836                          STATION RECOVERY (2010)
 MK0836
 MK0836'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (DDS)
 MK0836'FROM PLATTEVIEW HIGH SCHOOL, INTX OF PLATTEVIEW ROAD AND 108TH STREET,
 MK0836'FOLLOW 108TH STREET +/-0.7 MILE SOUTH TO MITCHELLE ROAD, EAST +/-0.7
 MK0836'MILE TO 99TH STREET, +/-67 FEET SOUTH FROM THE CENTERLINE OF MITCHELLE
 MK0836'ROAD, +/-29 FEET EAST FROM THE CENTERLINE OF 99TH STREET, SET ATOP A
 MK0836'CONCRETE POST, +/-0.5 FEET ABOVE GROUND.
 MK0836
 MK0836                          STATION RECOVERY (2017)
 MK0836
 MK0836'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (NJO)
 MK0836'THE EAST WEAT STREET IS SPELLED MITCHELL, NOT MITCHELLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0414 ***********************************************************************
 ML0414  DESIGNATION -  R 281
 ML0414  PID         -  ML0414
 ML0414  STATE/COUNTY-  NE/HOWARD
 ML0414  COUNTRY     -  US
 ML0414  USGS QUAD   -  FARWELL (2017)
 ML0414
 ML0414                         *CURRENT SURVEY CONTROL
 ML0414  ______________________________________________________________________
 ML0414* NAD 83(1986) POSITION- 41 09 46.     (N) 098 40 18.     (W)   SCALED
 ML0414* NAVD 88 ORTHO HEIGHT -   610.912 (meters)     2004.30  (feet) ADJUSTED
 ML0414  ______________________________________________________________________
 ML0414  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 ML0414  DYNAMIC HEIGHT  -        610.602 (meters)     2003.28  (feet) COMP
 ML0414  MODELED GRAVITY -    980,095.7   (mgal)                       NAVD 88
 ML0414
 ML0414  VERT ORDER      -  SECOND    CLASS 0
 ML0414
 ML0414.The horizontal coordinates were scaled from a map and have
 ML0414.an estimated accuracy of +/- 6 seconds.
 ML0414
 ML0414.The orthometric height was determined by differential leveling and
 ML0414.adjusted by the NATIONAL GEODETIC SURVEY
 ML0414.in June 1991.
 ML0414
 ML0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0414.GEOID18 height accuracy estimate available here.
 ML0414
 ML0414.Click photographs - Photos may exist for this station.
 ML0414
 ML0414.The dynamic height is computed by dividing the NAVD 88
 ML0414.geopotential number by the normal gravity value computed on the
 ML0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0414.degrees latitude (g = 980.6199 gals.).
 ML0414
 ML0414.The modeled gravity was interpolated from observed gravity values.
 ML0414
 ML0414;                    North         East    Units  Estimated Accuracy
 ML0414;SPC NE       -   148,460.      611,440.      MT  (+/- 180 meters Scaled)
 ML0414
 ML0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL275568(NAD 83)
 ML0414
 ML0414                          SUPERSEDED SURVEY CONTROL
 ML0414
 ML0414  NGVD 29 (??/??/92)  610.668  (m)         2003.50   (f) ADJ UNCH    2 0
 ML0414
 ML0414.Superseded values are not recommended for survey control.
 ML0414
 ML0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0414.See file dsdata.pdf to determine how the superseded data were derived.
 ML0414
 ML0414_MARKER: DB = BENCH MARK DISK
 ML0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0414_STAMPING: R 281 1949
 ML0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0414+STABILITY: SURFACE MOTION
 ML0414
 ML0414  HISTORY     - Date     Condition        Report By
 ML0414  HISTORY     - 1949     MONUMENTED       CGS
 ML0414
 ML0414                          STATION DESCRIPTION
 ML0414
 ML0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0414'5.1 MI W FROM NYSTED.
 ML0414'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0414'AT NYSTED, THENCE 3.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0414'SOUTHWEST CORNER OF SECTION 23, T. 14 N., R. 12 W., IN THE
 ML0414'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 192 FEET NORTH
 ML0414'OF THE CENTER LINE OF THE EAST-WEST ROAD, 31 FEET EAST OF THE
 ML0414'CENTER LINE OF THE NORTH-SOUTH ROAD, 14.5 FEET SOUTH OF THE
 ML0414'CENTER LINE OF A GATE AT THE WEST ENTRANCE TO THE KELSO CEMETERY,
 ML0414'1.6 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 ML0414'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0475 ***********************************************************************
 ML0475  DESIGNATION -  R 282
 ML0475  PID         -  ML0475
 ML0475  STATE/COUNTY-  NE/HOWARD
 ML0475  COUNTRY     -  US
 ML0475  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0475
 ML0475                         *CURRENT SURVEY CONTROL
 ML0475  ______________________________________________________________________
 ML0475* NAD 83(1986) POSITION- 41 02 47.89   (N) 098 29 56.14   (W)   HD_HELD1
 ML0475* NAVD 88 ORTHO HEIGHT -   587.162 (meters)     1926.38  (feet) ADJUSTED
 ML0475  ______________________________________________________________________
 ML0475  GEOID HEIGHT    -        -24.660 (meters)                     GEOID18
 ML0475  DYNAMIC HEIGHT  -        586.864 (meters)     1925.40  (feet) COMP
 ML0475  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 ML0475
 ML0475  VERT ORDER      -  SECOND    CLASS 0
 ML0475
 ML0475.The horizontal coordinates were determined by differentially corrected
 ML0475.hand held GPS observations or other comparable positioning techniques
 ML0475.and have an estimated accuracy of +/- 3 meters.
 ML0475
 ML0475.The orthometric height was determined by differential leveling and
 ML0475.adjusted by the NATIONAL GEODETIC SURVEY
 ML0475.in June 1991.
 ML0475
 ML0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0475.GEOID18 height accuracy estimate available here.
 ML0475
 ML0475.Click photographs - Photos may exist for this station.
 ML0475
 ML0475.The dynamic height is computed by dividing the NAVD 88
 ML0475.geopotential number by the normal gravity value computed on the
 ML0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0475.degrees latitude (g = 980.6199 gals.).
 ML0475
 ML0475.The modeled gravity was interpolated from observed gravity values.
 ML0475
 ML0475;                    North         East    Units  Estimated Accuracy
 ML0475;SPC NE       -   135,803.7     626,158.5     MT  (+/- 3 meters HH1 GPS) 
 ML0475
 ML0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4211144055(NAD 83)
 ML0475
 ML0475                          SUPERSEDED SURVEY CONTROL
 ML0475
 ML0475  NGVD 29 (??/??/92)  586.920  (m)         1925.59   (f) ADJ UNCH    2 0
 ML0475
 ML0475.Superseded values are not recommended for survey control.
 ML0475
 ML0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0475.See file dsdata.pdf to determine how the superseded data were derived.
 ML0475
 ML0475_MARKER: DB = BENCH MARK DISK
 ML0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0475_STAMPING: R 282 1949
 ML0475_MARK LOGO: CGS
 ML0475_PROJECTION: PROJECTING 10 CENTIMETERS
 ML0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0475+STABILITY: SURFACE MOTION
 ML0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0475+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2021
 ML0475
 ML0475  HISTORY     - Date     Condition        Report By
 ML0475  HISTORY     - 1949     MONUMENTED       CGS
 ML0475  HISTORY     - 20210426 GOOD             NE-079
 ML0475
 ML0475                          STATION DESCRIPTION
 ML0475
 ML0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0475'6.9 MI SE FROM DANNEBROG.
 ML0475'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0475'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0475'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD,
 ML0475'THENCE 0.3 MILE EAST ALONG A COUNTY ROAD, THENCE 0.7 MILE EAST
 ML0475'ALONG A SECTION LINE ROAD, AT THE SOUTHEAST CORNER OF SECTION
 ML0475'31, T. 13 N., R. 10 W., AT A T-JUNCTION OF SECTION LINE ROADS,
 ML0475'46 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 29 FEET
 ML0475'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 21 FEET NORTH
 ML0475'OF A CORNER FENCE POST, 1.2 FEET EAST OF A FENCE, 1.3 FEET SOUTH
 ML0475'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0475'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0475
 ML0475                          STATION RECOVERY (2021)
 ML0475
 ML0475'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2021 (SAP)
 ML0475'FOUND MONUMENT IN GOOD CONDITION, 54 FT (16.5 M) NORTH OF THE
 ML0475'CENTERLINE OF LOUP RIVER ROAD, 21 FT (6.4 M) NORTH OF A RAILROAD TIE
 ML0475'CORNER FENCE POST, 3.2 FT (1.0 M) SOUTH OF A FENCE POST, 1.2 FT (0.4
 ML0475'M) EAST OF A FENCE LINE, 1.3 FT (0.4 M) SOUTH OF AN ORANGE WITNESS
 ML0475'POST AND THE MONUMENT 0.3 FT (9 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0401 ***********************************************************************
 ML0401  DESIGNATION -  R 283
 ML0401  PID         -  ML0401
 ML0401  STATE/COUNTY-  NE/SHERMAN
 ML0401  COUNTRY     -  US
 ML0401  USGS QUAD   -  ASHTON (2017)
 ML0401
 ML0401                         *CURRENT SURVEY CONTROL
 ML0401  ______________________________________________________________________
 ML0401* NAD 83(1986) POSITION- 41 13 36.     (N) 098 47 05.     (W)   SCALED
 ML0401* NAVD 88 ORTHO HEIGHT -   640.295 (meters)     2100.70  (feet) ADJUSTED
 ML0401  ______________________________________________________________________
 ML0401  GEOID HEIGHT    -        -24.205 (meters)                     GEOID18
 ML0401  DYNAMIC HEIGHT  -        639.967 (meters)     2099.63  (feet) COMP
 ML0401  MODELED GRAVITY -    980,090.0   (mgal)                       NAVD 88
 ML0401
 ML0401  VERT ORDER      -  SECOND    CLASS 0
 ML0401
 ML0401.The horizontal coordinates were scaled from a map and have
 ML0401.an estimated accuracy of +/- 6 seconds.
 ML0401
 ML0401.The orthometric height was determined by differential leveling and
 ML0401.adjusted by the NATIONAL GEODETIC SURVEY
 ML0401.in June 1991.
 ML0401
 ML0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0401.GEOID18 height accuracy estimate available here.
 ML0401
 ML0401.Click photographs - Photos may exist for this station.
 ML0401
 ML0401.The dynamic height is computed by dividing the NAVD 88
 ML0401.geopotential number by the normal gravity value computed on the
 ML0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0401.degrees latitude (g = 980.6199 gals.).
 ML0401
 ML0401.The modeled gravity was interpolated from observed gravity values.
 ML0401
 ML0401;                    North         East    Units  Estimated Accuracy
 ML0401;SPC NE       -   155,410.      601,860.      MT  (+/- 180 meters Scaled)
 ML0401
 ML0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL180639(NAD 83)
 ML0401
 ML0401                          SUPERSEDED SURVEY CONTROL
 ML0401
 ML0401  NGVD 29 (??/??/92)  640.047  (m)         2099.89   (f) ADJ UNCH    2 0
 ML0401
 ML0401.Superseded values are not recommended for survey control.
 ML0401
 ML0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0401.See file dsdata.pdf to determine how the superseded data were derived.
 ML0401
 ML0401_MARKER: DB = BENCH MARK DISK
 ML0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0401_STAMPING: R 283 1949
 ML0401_MARK LOGO: CGS
 ML0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0401+STABILITY: SURFACE MOTION
 ML0401
 ML0401  HISTORY     - Date     Condition        Report By
 ML0401  HISTORY     - 1949     MONUMENTED       CGS
 ML0401
 ML0401                          STATION DESCRIPTION
 ML0401
 ML0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0401'1.9 MI S FROM ASHTON.
 ML0401'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0401'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 0.6
 ML0401'MILE SOUTH ALONG A COUNTY ROAD, 0.4 MILE NORTH OF THE SOUTHWEST
 ML0401'CORNER OF SECTION 35, T. 15 N., R. 13 W., AT THE TOP OF A
 ML0401'HILL, ABOUT 0.1 MILE SOUTH OF A CONCRETE BLOCK FARMHOUSE, 26
 ML0401'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF A
 ML0401'FENCE, 2 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 ML0401'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0401'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0472 ***********************************************************************
 ML0472  DESIGNATION -  R 284
 ML0472  PID         -  ML0472
 ML0472  STATE/COUNTY-  NE/HALL
 ML0472  COUNTRY     -  US
 ML0472  USGS QUAD   -  DANNEBROG (2017)
 ML0472
 ML0472                         *CURRENT SURVEY CONTROL
 ML0472  ______________________________________________________________________
 ML0472* NAD 83(1986) POSITION- 41 01 57.98   (N) 098 36 25.59   (W)   HD_HELD1
 ML0472* NAVD 88 ORTHO HEIGHT -   605.365 (meters)     1986.10  (feet) ADJUSTED
 ML0472  ______________________________________________________________________
 ML0472  GEOID HEIGHT    -        -24.490 (meters)                     GEOID18
 ML0472  DYNAMIC HEIGHT  -        605.056 (meters)     1985.09  (feet) COMP
 ML0472  MODELED GRAVITY -    980,093.2   (mgal)                       NAVD 88
 ML0472
 ML0472  VERT ORDER      -  SECOND    CLASS 0
 ML0472
 ML0472.The horizontal coordinates were determined by differentially corrected
 ML0472.hand held GPS observations or other comparable positioning techniques
 ML0472.and have an estimated accuracy of +/- 3 meters.
 ML0472
 ML0472.The orthometric height was determined by differential leveling and
 ML0472.adjusted by the NATIONAL GEODETIC SURVEY
 ML0472.in June 1991.
 ML0472
 ML0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0472.GEOID18 height accuracy estimate available here.
 ML0472
 ML0472.Click photographs - Photos may exist for this station.
 ML0472
 ML0472.The dynamic height is computed by dividing the NAVD 88
 ML0472.geopotential number by the normal gravity value computed on the
 ML0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0472.degrees latitude (g = 980.6199 gals.).
 ML0472
 ML0472.The modeled gravity was interpolated from observed gravity values.
 ML0472
 ML0472;                    North         East    Units  Estimated Accuracy
 ML0472;SPC NE       -   134,112.5     617,092.0     MT  (+/- 3 meters HH1 GPS) 
 ML0472
 ML0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3302642469(NAD 83)
 ML0472
 ML0472                          SUPERSEDED SURVEY CONTROL
 ML0472
 ML0472  NGVD 29 (??/??/92)  605.124  (m)         1985.31   (f) ADJ UNCH    2 0
 ML0472
 ML0472.Superseded values are not recommended for survey control.
 ML0472
 ML0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0472.See file dsdata.pdf to determine how the superseded data were derived.
 ML0472
 ML0472_MARKER: DB = BENCH MARK DISK
 ML0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0472_STAMPING: R 284 1949
 ML0472_MARK LOGO: CGS
 ML0472_PROJECTION: PROJECTING 8 CENTIMETERS
 ML0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0472+STABILITY: SURFACE MOTION
 ML0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0472+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2020
 ML0472
 ML0472  HISTORY     - Date     Condition        Report By
 ML0472  HISTORY     - 1949     MONUMENTED       CGS
 ML0472  HISTORY     - 20200806 GOOD             NE-079
 ML0472
 ML0472                          STATION DESCRIPTION
 ML0472
 ML0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0472'2.1 MI N FROM CAIRO.
 ML0472'2.1 MILES NORTH ALONG STATE HIGHWAY NO. 60 FROM THE JUNCTION OF
 ML0472'STATE HIGHWAY NO. 60 WITH STATE HIGHWAY NO. 2 AT CAIRO, AT THE
 ML0472'NORTHWEST CORNER OF SECTION 7, T. 12 N., R. 11 W., IN THE SOUTHEAST
 ML0472'QUARTER OF A ROAD CROSSING, 78 FEET EAST OF THE CENTER LINE OF
 ML0472'THE HIGHWAY, 44 FEET EAST OF A CORNER FENCE POST, 28 FEET SOUTH
 ML0472'OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET NORTH OF A
 ML0472'FENCE, 1.1 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 ML0472'A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0472'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.2 MILES
 ML0472'SOUTH OF BENCH MARK D 282.
 ML0472
 ML0472                          STATION RECOVERY (2020)
 ML0472
 ML0472'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML0472'THE MARK IS 0.7 FT (21 CM) WEST OF AN ORANGE WITNESS POST, 0.9 FT (27
 ML0472'CM) EAST OF A YELLOW UNDERGROUND GAS WARNING POST, 23.2 FT (7.1 M)
 ML0472'EAST OF A POWER POLE, 82.5 FT (25.1 M) EAST OF HIGHWAY 11 CENTERLINE.
 ML0472'AND 23.5 FT (7.2 M) SOUTH OF PRAIRIE ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0399 ***********************************************************************
 ML0399  DESIGNATION -  R 285
 ML0399  PID         -  ML0399
 ML0399  STATE/COUNTY-  NE/SHERMAN
 ML0399  COUNTRY     -  US
 ML0399  USGS QUAD   -  ASHTON (2017)
 ML0399
 ML0399                         *CURRENT SURVEY CONTROL
 ML0399  ______________________________________________________________________
 ML0399* NAD 83(1986) POSITION- 41 11 32.     (N) 098 50 32.     (W)   SCALED
 ML0399* NAVD 88 ORTHO HEIGHT -   664.945 (meters)     2181.57  (feet) ADJUSTED
 ML0399  ______________________________________________________________________
 ML0399  GEOID HEIGHT    -        -24.132 (meters)                     GEOID18
 ML0399  DYNAMIC HEIGHT  -        664.607 (meters)     2180.46  (feet) COMP
 ML0399  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 ML0399
 ML0399  VERT ORDER      -  SECOND    CLASS 0
 ML0399
 ML0399.The horizontal coordinates were scaled from a map and have
 ML0399.an estimated accuracy of +/- 6 seconds.
 ML0399
 ML0399.The orthometric height was determined by differential leveling and
 ML0399.adjusted by the NATIONAL GEODETIC SURVEY
 ML0399.in June 1991.
 ML0399
 ML0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0399.GEOID18 height accuracy estimate available here.
 ML0399
 ML0399.Click photographs - Photos may exist for this station.
 ML0399
 ML0399.The dynamic height is computed by dividing the NAVD 88
 ML0399.geopotential number by the normal gravity value computed on the
 ML0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0399.degrees latitude (g = 980.6199 gals.).
 ML0399
 ML0399.The modeled gravity was interpolated from observed gravity values.
 ML0399
 ML0399;                    North         East    Units  Estimated Accuracy
 ML0399;SPC NE       -   151,520.      597,090.      MT  (+/- 180 meters Scaled)
 ML0399
 ML0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132601(NAD 83)
 ML0399
 ML0399                          SUPERSEDED SURVEY CONTROL
 ML0399
 ML0399  NGVD 29 (??/??/92)  664.705  (m)         2180.79   (f) ADJ UNCH    2 0
 ML0399
 ML0399.Superseded values are not recommended for survey control.
 ML0399
 ML0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0399.See file dsdata.pdf to determine how the superseded data were derived.
 ML0399
 ML0399_MARKER: DB = BENCH MARK DISK
 ML0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0399_STAMPING: R 285 1949
 ML0399_MARK LOGO: CGS
 ML0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0399+STABILITY: SURFACE MOTION
 ML0399
 ML0399  HISTORY     - Date     Condition        Report By
 ML0399  HISTORY     - 1949     MONUMENTED       CGS
 ML0399
 ML0399                          STATION DESCRIPTION
 ML0399
 ML0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0399'7.3 MI S FROM ASHTON.
 ML0399'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0399'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0
 ML0399'MILES SOUTH ALONG A COUNTY ROAD, THENCE 3.0 MILES WEST ALONG A
 ML0399'COUNTY ROAD, AT THE NORTHWEST CORNER OF SECTION 17, T. 14 N.,
 ML0399'R 13 W., AT A T-JUNCTION OF ROADS, ON THE SIDE OF A HILL SLOPING
 ML0399'DOWN AND TO THE SOUTH, 67 FEET SOUTH OF THE CENTER LINE OF THE
 ML0399'EAST-WEST ROAD, 32 FEET EAST OF THE CENTER LINE OF THE SIDE
 ML0399'ROAD LEADING SOUTH, 19 FEET SOUTH OF THE CENTER LINE OF A GATE,
 ML0399'1 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST,
 ML0399'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0399'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0494 ***********************************************************************
 LH0494  DESIGNATION -  R 287
 LH0494  PID         -  LH0494
 LH0494  STATE/COUNTY-  NE/HALL
 LH0494  COUNTRY     -  US
 LH0494  USGS QUAD   -  WOOD RIVER (2017)
 LH0494
 LH0494                         *CURRENT SURVEY CONTROL
 LH0494  ______________________________________________________________________
 LH0494* NAD 83(1995) POSITION- 40 45 34.05401(N) 098 35 16.41652(W)   ADJUSTED
 LH0494* NAVD 88 ORTHO HEIGHT -   597.498 (meters)     1960.29  (feet) ADJUSTED
 LH0494  ______________________________________________________________________
 LH0494  GEOID HEIGHT    -        -24.895 (meters)                     GEOID18
 LH0494  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LH0494  DYNAMIC HEIGHT  -        597.171 (meters)     1959.22  (feet) COMP
 LH0494  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 LH0494
 LH0494  HORZ ORDER      -  SECOND
 LH0494  VERT ORDER      -  SECOND    CLASS 0
 LH0494
 LH0494.The horizontal coordinates were established by classical geodetic methods
 LH0494.and adjusted by the National Geodetic Survey in August 1997.
 LH0494
 LH0494.The orthometric height was determined by differential leveling and
 LH0494.adjusted by the NATIONAL GEODETIC SURVEY
 LH0494.in June 1991.
 LH0494
 LH0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0494.GEOID18 height accuracy estimate available here.
 LH0494
 LH0494.Click photographs - Photos may exist for this station.
 LH0494
 LH0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0494
 LH0494.The dynamic height is computed by dividing the NAVD 88
 LH0494.geopotential number by the normal gravity value computed on the
 LH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0494.degrees latitude (g = 980.6199 gals.).
 LH0494
 LH0494.The modeled gravity was interpolated from observed gravity values.
 LH0494
 LH0494. The following values were computed from the NAD 83(1995) position.
 LH0494
 LH0494;                    North         East     Units Scale Factor Converg.
 LH0494;SPC NE       -   103,799.500   619,202.747   MT  0.99974278   +0 56 08.9
 LH0494;SPC NE       -   340,548.86  2,031,501.01   sFT  0.99974278   +0 56 08.9
 LH0494;UTM  14      - 4,512,137.011   534,784.529   MT  0.99961489   +0 16 08.6
 LH0494
 LH0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0494!SPC NE       -   0.99991019  x   0.99974278  =   0.99965299
 LH0494!UTM  14      -   0.99991019  x   0.99961489  =   0.99952511
 LH0494
 LH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3478412137(NAD 83)
 LH0494
 LH0494                          SUPERSEDED SURVEY CONTROL
 LH0494
 LH0494  NAD 83(1986)-  40 45 34.06147(N)    098 35 16.41692(W) AD(       ) 2
 LH0494  NAD 27      -  40 45 34.01500(N)    098 35 15.18400(W) AD(       ) 2
 LH0494  NGVD 29 (??/??/92)  597.247  (m)         1959.47   (f) ADJ UNCH    2 0
 LH0494  NGVD 29             597.25   (m)         1959.5    (f) LEVELING    3  
 LH0494
 LH0494.Superseded values are not recommended for survey control.
 LH0494
 LH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0494.See file dsdata.pdf to determine how the superseded data were derived.
 LH0494
 LH0494_MARKER: DB = BENCH MARK DISK
 LH0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0494_STAMPING: R 287 1949
 LH0494_MARK LOGO: CGS
 LH0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0494+STABILITY: SURFACE MOTION
 LH0494
 LH0494  HISTORY     - Date     Condition        Report By
 LH0494  HISTORY     - 1959     MONUMENTED       CGS
 LH0494  HISTORY     - 1959     GOOD             CGS
 LH0494  HISTORY     - 20020904 MARK NOT FOUND   NEDR
 LH0494
 LH0494                          STATION DESCRIPTION
 LH0494
 LH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH0494'STATION IS 0.7 MILE NE ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0494'STATION IN WOOD RIVER, THENCE 4.55 MILES S ALONG A GRAVELED ROAD,
 LH0494'AT THE FARM HOME OF W.H. LAMBRECHT, 82 FEET E OF THE CENTER LINE
 LH0494'OF A N-S ROAD, 35.0 FEET E OF THE SOUTHWEST CORNER POST OF THE
 LH0494'YARD FENCE, 22 FEET N OF THE CENTER LINE OF THE PRIVATE DRIVEWAY,
 LH0494'21.0 FEET SW OF THE SOUTHWEST CORNER OF THE HOUSE AND 0.8 FOOT
 LH0494'S OF A FENCE.  IT IS A USC AND GS BENCH MARK DISK SET IN THE
 LH0494'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LH0494'GROUND AND STAMPED R 287 1949.
 LH0494
 LH0494                          STATION RECOVERY (1959)
 LH0494
 LH0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LH0494'5.2 MI S FROM WOOD RIVER.
 LH0494'0.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0494'STATION AT WOOD RIVER, THENCE 4.55 MILES SOUTH ALONG A SURFACED
 LH0494'ROAD AT THE FARM HOME OF W.H. LAMBRECHT TO THE BENCH MARK AS
 LH0494'DESCRIBED ON LINE 5.--WOOD RIVER TO 6.4 MI. S. OF WOOD RIVER,
 LH0494'DENMAN, NEBRASKA AREA.
 LH0494
 LH0494                          STATION RECOVERY (2002)
 LH0494
 LH0494'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002 (DAK)
 LH0494'MARK NOT FOUND. PROPERTY OWNER STATED THAT MARK WAS REMOVED /
 LH0494'DESTROYED BACK AROUND 1959.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0507 ***********************************************************************
 LH0507  DESIGNATION -  R 288
 LH0507  PID         -  LH0507
 LH0507  STATE/COUNTY-  NE/ADAMS
 LH0507  COUNTRY     -  US
 LH0507  USGS QUAD   -  DENMAN (2017)
 LH0507
 LH0507                         *CURRENT SURVEY CONTROL
 LH0507  ______________________________________________________________________
 LH0507* NAD 83(1986) POSITION- 40 39 16.     (N) 098 43 25.     (W)   SCALED
 LH0507* NAVD 88 ORTHO HEIGHT -   620.056 (meters)     2034.30  (feet) ADJUSTED
 LH0507  ______________________________________________________________________
 LH0507  GEOID HEIGHT    -        -24.890 (meters)                     GEOID18
 LH0507  DYNAMIC HEIGHT  -        619.708 (meters)     2033.16  (feet) COMP
 LH0507  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 LH0507
 LH0507  VERT ORDER      -  SECOND    CLASS 0
 LH0507
 LH0507.The horizontal coordinates were scaled from a map and have
 LH0507.an estimated accuracy of +/- 6 seconds.
 LH0507
 LH0507.The orthometric height was determined by differential leveling and
 LH0507.adjusted by the NATIONAL GEODETIC SURVEY
 LH0507.in June 1991.
 LH0507
 LH0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0507.GEOID18 height accuracy estimate available here.
 LH0507
 LH0507.Click photographs - Photos may exist for this station.
 LH0507
 LH0507.The dynamic height is computed by dividing the NAVD 88
 LH0507.geopotential number by the normal gravity value computed on the
 LH0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0507.degrees latitude (g = 980.6199 gals.).
 LH0507
 LH0507.The modeled gravity was interpolated from observed gravity values.
 LH0507
 LH0507;                    North         East    Units  Estimated Accuracy
 LH0507;SPC NE       -    91,960.      607,920.      MT  (+/- 180 meters Scaled)
 LH0507
 LH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233004(NAD 83)
 LH0507
 LH0507                          SUPERSEDED SURVEY CONTROL
 LH0507
 LH0507  NGVD 29 (??/??/92)  619.804  (m)         2033.47   (f) ADJ UNCH    2 0
 LH0507
 LH0507.Superseded values are not recommended for survey control.
 LH0507
 LH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0507.See file dsdata.pdf to determine how the superseded data were derived.
 LH0507
 LH0507_MARKER: DB = BENCH MARK DISK
 LH0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0507_STAMPING: R 288 1949
 LH0507_MARK LOGO: CGS
 LH0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0507+STABILITY: SURFACE MOTION
 LH0507
 LH0507  HISTORY     - Date     Condition        Report By
 LH0507  HISTORY     - 1949     MONUMENTED       CGS
 LH0507
 LH0507                          STATION DESCRIPTION
 LH0507
 LH0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0507'3.1 MI S FROM DENMAN.
 LH0507'3.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0507'AT DENMAN, 128 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0507'ROAD, 45 FEET EAST OF THE CENTER OF A WIRE GATE, 45 FEET SOUTH
 LH0507'OF THE CENTER LINE OF A TRAIL LEADING EAST, 6 FEET SOUTH OF
 LH0507'THE EXTENDED CENTER LIEN OF A T ROAD LEADING WEST, 1.2 FEET
 LH0507'NORTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN
 LH0507'THE TOP OF A 6-FOOT CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 LH0507'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0466 ***********************************************************************
 LH0466  DESIGNATION -  R 289 RESET
 LH0466  PID         -  LH0466
 LH0466  STATE/COUNTY-  NE/BUFFALO
 LH0466  COUNTRY     -  US
 LH0466  USGS QUAD   -  NEWARK (2017)
 LH0466
 LH0466                         *CURRENT SURVEY CONTROL
 LH0466  ______________________________________________________________________
 LH0466* NAD 83(1986) POSITION- 40 42 50.     (N) 098 56 59.     (W)   SCALED
 LH0466* NAVD 88 ORTHO HEIGHT -   639.83  (meters)     2099.2   (feet) RESET
 LH0466  ______________________________________________________________________
 LH0466  GEOID HEIGHT    -        -24.523 (meters)                     GEOID18
 LH0466  VERT ORDER      -  THIRD
 LH0466
 LH0466.The horizontal coordinates were scaled from a map and have
 LH0466.an estimated accuracy of +/- 6 seconds.
 LH0466
 LH0466.The orthometric height was computed from unverified reset data.
 LH0466
 LH0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0466.GEOID18 height accuracy estimate available here.
 LH0466
 LH0466.Click photographs - Photos may exist for this station.
 LH0466
 LH0466;                    North         East    Units  Estimated Accuracy
 LH0466;SPC NE       -    98,310.      588,720.      MT  (+/- 180 meters Scaled)
 LH0466
 LH0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL042069(NAD 83)
 LH0466
 LH0466                          SUPERSEDED SURVEY CONTROL
 LH0466
 LH0466.No superseded survey control is available for this station.
 LH0466
 LH0466_MARKER: DB = BENCH MARK DISK
 LH0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0466_STAMPING: R 289 RESET 1970
 LH0466_MARK LOGO: CGS
 LH0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0466+STABILITY: SURFACE MOTION
 LH0466
 LH0466  HISTORY     - Date     Condition        Report By
 LH0466  HISTORY     - 1970     MONUMENTED       NGS
 LH0466
 LH0466                          STATION DESCRIPTION
 LH0466
 LH0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LH0466'8.2 MI NE FROM KEARNEY.
 LH0466'ABOUT 7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT
 LH0466'AT THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT
 LH0466'KEARNEY, THENCE 0.75 MILES SOUTH ALONG A GRAVEL ROAD, 76.5 FEET
 LH0466'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 58 FEET NORTH
 LH0466'OF THE CENTER LINE OF THE EAST-WEST ROAD, ON THE WEST END OF A
 LH0466'SHELTER BELT, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LH0466'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0848 ***********************************************************************
 MK0848  DESIGNATION -  R 290
 MK0848  PID         -  MK0848
 MK0848  STATE/COUNTY-  NE/CASS
 MK0848  COUNTRY     -  US
 MK0848  USGS QUAD   -  ASHLAND EAST (2017)
 MK0848
 MK0848                         *CURRENT SURVEY CONTROL
 MK0848  ______________________________________________________________________
 MK0848* NAD 83(1986) POSITION- 41 00 54.     (N) 096 18 32.     (W)   SCALED
 MK0848* NAVD 88 ORTHO HEIGHT -   338.844 (meters)     1111.69  (feet) ADJUSTED
 MK0848  ______________________________________________________________________
 MK0848  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 MK0848  DYNAMIC HEIGHT  -        338.705 (meters)     1111.23  (feet) COMP
 MK0848  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 MK0848
 MK0848  VERT ORDER      -  SECOND    CLASS 0
 MK0848
 MK0848.The horizontal coordinates were scaled from a map and have
 MK0848.an estimated accuracy of +/- 6 seconds.
 MK0848
 MK0848.The orthometric height was determined by differential leveling and
 MK0848.adjusted by the NATIONAL GEODETIC SURVEY
 MK0848.in June 1991.
 MK0848
 MK0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0848.GEOID18 height accuracy estimate available here.
 MK0848
 MK0848.Click photographs - Photos may exist for this station.
 MK0848
 MK0848.The dynamic height is computed by dividing the NAVD 88
 MK0848.geopotential number by the normal gravity value computed on the
 MK0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0848.degrees latitude (g = 980.6199 gals.).
 MK0848
 MK0848.The modeled gravity was interpolated from observed gravity values.
 MK0848
 MK0848;                    North         East    Units  Estimated Accuracy
 MK0848;SPC NE       -   137,820.      810,290.      MT  (+/- 180 meters Scaled)
 MK0848
 MK0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL262439(NAD 83)
 MK0848
 MK0848                          SUPERSEDED SURVEY CONTROL
 MK0848
 MK0848  NGVD 29 (??/??/92)  338.742  (m)         1111.36   (f) ADJ UNCH    2 0
 MK0848
 MK0848.Superseded values are not recommended for survey control.
 MK0848
 MK0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0848.See file dsdata.pdf to determine how the superseded data were derived.
 MK0848
 MK0848_MARKER: DB = BENCH MARK DISK
 MK0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0848_STAMPING: R 290 1950
 MK0848_MARK LOGO: CGS
 MK0848_PROJECTION: FLUSH
 MK0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0848+STABILITY: SURFACE MOTION
 MK0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0848+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 MK0848
 MK0848  HISTORY     - Date     Condition        Report By
 MK0848  HISTORY     - 1950     MONUMENTED       CGS
 MK0848  HISTORY     - 20080624 GOOD             NEDR
 MK0848  HISTORY     - 20130909 GOOD             INDIV
 MK0848
 MK0848                          STATION DESCRIPTION
 MK0848
 MK0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0848'4.5 MI SE FROM ASHLAND.
 MK0848'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0848'WORKS AT ASHLAND, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED
 MK0848'ROAD, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, 97 FEET
 MK0848'NORTHWEST OF THE NORTHWEST CORNER OF THE HAROLD BUELL FARMHOUSE,
 MK0848'73 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHWEST
 MK0848'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF THE
 MK0848'SOUTHEAST CORNER OF A GARAGE, 1.4 FEET NORTH OF A WITNESS POST,
 MK0848'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK0848'GROUND.  THIS MARK IS 1.0 MILE NORTHWEST OF BENCH MARK S 295.
 MK0848
 MK0848                          STATION RECOVERY (2008)
 MK0848
 MK0848'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (LB)
 MK0848'RECOVERED IN GOOD CONDITION.
 MK0848
 MK0848                          STATION RECOVERY (2013)
 MK0848
 MK0848'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BLY)
 MK0848'MONUMENT IS LOCATED AT 28911 W. PARK HIGHWAY (HIGHWAY 66). MONUMENT IS
 MK0848'A
 MK0848'BRASS CAP IN CONCRETE FLUSH WITH GROUND. MONUMENT IS 31.05' SOUTH OF
 MK0848'SET
 MK0848'P.K. NAIL SET IN 6' DIAMETER TREE, 75.85' WEST OF CORNER OF CONCRETE
 MK0848'
 MK0848'GARAGE AND 49.45' NORTHEAST OF SET P.K. NAIL IN POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0464 ***********************************************************************
 ML0464  DESIGNATION -  R 291
 ML0464  PID         -  ML0464
 ML0464  STATE/COUNTY-  NE/BUFFALO
 ML0464  COUNTRY     -  US
 ML0464  USGS QUAD   -  RAVENNA (2017)
 ML0464
 ML0464                         *CURRENT SURVEY CONTROL
 ML0464  ______________________________________________________________________
 ML0464* NAD 83(1986) POSITION- 41 02 18.     (N) 098 59 33.     (W)   SCALED
 ML0464* NAVD 88 ORTHO HEIGHT -   620.916 (meters)     2037.12  (feet) ADJUSTED
 ML0464  ______________________________________________________________________
 ML0464  GEOID HEIGHT    -        -24.085 (meters)                     GEOID18
 ML0464  DYNAMIC HEIGHT  -        620.587 (meters)     2036.04  (feet) COMP
 ML0464  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 ML0464
 ML0464  VERT ORDER      -  SECOND    CLASS 0
 ML0464
 ML0464.The horizontal coordinates were scaled from a map and have
 ML0464.an estimated accuracy of +/- 6 seconds.
 ML0464
 ML0464.The orthometric height was determined by differential leveling and
 ML0464.adjusted by the NATIONAL GEODETIC SURVEY
 ML0464.in June 1991.
 ML0464
 ML0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0464.GEOID18 height accuracy estimate available here.
 ML0464
 ML0464.Click photographs - Photos may exist for this station.
 ML0464
 ML0464.The dynamic height is computed by dividing the NAVD 88
 ML0464.geopotential number by the normal gravity value computed on the
 ML0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0464.degrees latitude (g = 980.6199 gals.).
 ML0464
 ML0464.The modeled gravity was interpolated from observed gravity values.
 ML0464
 ML0464;                    North         East    Units  Estimated Accuracy
 ML0464;SPC NE       -   134,280.      584,690.      MT  (+/- 180 meters Scaled)
 ML0464
 ML0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL006430(NAD 83)
 ML0464
 ML0464                          SUPERSEDED SURVEY CONTROL
 ML0464
 ML0464  NGVD 29 (??/??/92)  620.678  (m)         2036.34   (f) ADJ UNCH    2 0
 ML0464
 ML0464.Superseded values are not recommended for survey control.
 ML0464
 ML0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0464.See file dsdata.pdf to determine how the superseded data were derived.
 ML0464
 ML0464_MARKER: DB = BENCH MARK DISK
 ML0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0464_SP_SET: BRIDGE ABUTMENT
 ML0464_STAMPING: R 291 1949
 ML0464_MARK LOGO: CGS
 ML0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0464
 ML0464  HISTORY     - Date     Condition        Report By
 ML0464  HISTORY     - 1949     MONUMENTED       CGS
 ML0464
 ML0464                          STATION DESCRIPTION
 ML0464
 ML0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0464'1 MI SE FROM SWEETWATER.
 ML0464'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 2 FROM THE POST
 ML0464'OFFICE AT SWEETWATER, SET IN THE SOUTHWEST END OF THE SOUTHEAST
 ML0464'ABUTMENT OF RAILROAD BRIDGE NO. 132.15 OVER MUDDY CREEK, 82 FEET
 ML0464'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.6 FEET SOUTHWEST
 ML0464'OF THE SOUTHWEST RAIL OF THE TRACK, ABOUT 1 FOOT BELOW RAIL
 ML0464'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0559 ***********************************************************************
 LH0559  DESIGNATION -  R 292
 LH0559  PID         -  LH0559
 LH0559  STATE/COUNTY-  NE/BUFFALO
 LH0559  COUNTRY     -  US
 LH0559  USGS QUAD   -  AMHERST (2017)
 LH0559
 LH0559                         *CURRENT SURVEY CONTROL
 LH0559  ______________________________________________________________________
 LH0559* NAD 83(1986) POSITION- 40 48 55.     (N) 099 15 17.     (W)   SCALED
 LH0559* NAVD 88 ORTHO HEIGHT -   676.809 (meters)     2220.50  (feet) ADJUSTED
 LH0559  ______________________________________________________________________
 LH0559  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 LH0559  DYNAMIC HEIGHT  -        676.422 (meters)     2219.23  (feet) COMP
 LH0559  MODELED GRAVITY -    980,030.9   (mgal)                       NAVD 88
 LH0559
 LH0559  VERT ORDER      -  SECOND    CLASS 0
 LH0559
 LH0559.The horizontal coordinates were scaled from a map and have
 LH0559.an estimated accuracy of +/- 6 seconds.
 LH0559
 LH0559.The orthometric height was determined by differential leveling and
 LH0559.adjusted by the NATIONAL GEODETIC SURVEY
 LH0559.in June 1991.
 LH0559
 LH0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0559.GEOID18 height accuracy estimate available here.
 LH0559
 LH0559.Click photographs - Photos may exist for this station.
 LH0559
 LH0559.The dynamic height is computed by dividing the NAVD 88
 LH0559.geopotential number by the normal gravity value computed on the
 LH0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0559.degrees latitude (g = 980.6199 gals.).
 LH0559
 LH0559.The modeled gravity was interpolated from observed gravity values.
 LH0559
 LH0559;                    North         East    Units  Estimated Accuracy
 LH0559;SPC NE       -   109,290.      562,860.      MT  (+/- 180 meters Scaled)
 LH0559
 LH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785182(NAD 83)
 LH0559
 LH0559                          SUPERSEDED SURVEY CONTROL
 LH0559
 LH0559  NGVD 29 (??/??/92)  676.554  (m)         2219.66   (f) ADJ UNCH    2 0
 LH0559
 LH0559.Superseded values are not recommended for survey control.
 LH0559
 LH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0559.See file dsdata.pdf to determine how the superseded data were derived.
 LH0559
 LH0559_MARKER: DB = BENCH MARK DISK
 LH0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0559_STAMPING: R 292 1949
 LH0559_MARK LOGO: CGS
 LH0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0559+STABILITY: SURFACE MOTION
 LH0559
 LH0559  HISTORY     - Date     Condition        Report By
 LH0559  HISTORY     - 1949     MONUMENTED       CGS
 LH0559  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0559
 LH0559                          STATION DESCRIPTION
 LH0559
 LH0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0559'1.8 MI SE FROM AMHERST.
 LH0559'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0559'PACIFIC RAILROAD STATION AT AMHERST, THENCE 0.8 MILE SOUTH
 LH0559'ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 21,
 LH0559'T. 10 N., R. 17 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD
 LH0559'CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LH0559'ROAD, 38 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LH0559'7 FEET NORTHWEST OF A TELEPHONE GUY POLE, 6 FEET SOUTHWEST
 LH0559'OF A POWER LINE POLE, 1.7 FEET EAST OF A REFERENCE POST, SET
 LH0559'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0559'0.2 FOOT ABOVE THE GROUND.
 LH0559
 LH0559                          STATION RECOVERY (1983)
 LH0559
 LH0559'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0615 ***********************************************************************
 LH0615  DESIGNATION -  R 293
 LH0615  PID         -  LH0615
 LH0615  STATE/COUNTY-  NE/BUFFALO
 LH0615  COUNTRY     -  US
 LH0615  USGS QUAD   -  PLEASANTON NW (2017)
 LH0615
 LH0615                         *CURRENT SURVEY CONTROL
 LH0615  ______________________________________________________________________
 LH0615* NAD 83(1986) POSITION- 40 58 29.     (N) 099 12 25.     (W)   SCALED
 LH0615* NAVD 88 ORTHO HEIGHT -   652.480 (meters)     2140.68  (feet) ADJUSTED
 LH0615  ______________________________________________________________________
 LH0615  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 LH0615  DYNAMIC HEIGHT  -        652.123 (meters)     2139.51  (feet) COMP
 LH0615  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 LH0615
 LH0615  VERT ORDER      -  SECOND    CLASS 0
 LH0615
 LH0615.The horizontal coordinates were scaled from a map and have
 LH0615.an estimated accuracy of +/- 6 seconds.
 LH0615
 LH0615.The orthometric height was determined by differential leveling and
 LH0615.adjusted by the NATIONAL GEODETIC SURVEY
 LH0615.in June 1991.
 LH0615
 LH0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0615.GEOID18 height accuracy estimate available here.
 LH0615
 LH0615.Click photographs - Photos may exist for this station.
 LH0615
 LH0615.The dynamic height is computed by dividing the NAVD 88
 LH0615.geopotential number by the normal gravity value computed on the
 LH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0615.degrees latitude (g = 980.6199 gals.).
 LH0615
 LH0615.The modeled gravity was interpolated from observed gravity values.
 LH0615
 LH0615;                    North         East    Units  Estimated Accuracy
 LH0615;SPC NE       -   127,030.      566,730.      MT  (+/- 180 meters Scaled)
 LH0615
 LH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML825359(NAD 83)
 LH0615
 LH0615                          SUPERSEDED SURVEY CONTROL
 LH0615
 LH0615  NGVD 29 (??/??/92)  652.234  (m)         2139.87   (f) ADJ UNCH    2 0
 LH0615
 LH0615.Superseded values are not recommended for survey control.
 LH0615
 LH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0615.See file dsdata.pdf to determine how the superseded data were derived.
 LH0615
 LH0615_MARKER: DB = BENCH MARK DISK
 LH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0615_STAMPING: R 293 1949
 LH0615_MARK LOGO: CGS
 LH0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0615+STABILITY: SURFACE MOTION
 LH0615
 LH0615  HISTORY     - Date     Condition        Report By
 LH0615  HISTORY     - 1949     MONUMENTED       CGS
 LH0615  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0615
 LH0615                          STATION DESCRIPTION
 LH0615
 LH0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0615'7 MI W FROM PLEASANTON.
 LH0615'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0615'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 6.3 MILES WEST ALONG
 LH0615'A COUNTY ROAD, AT A Y-JUNCTION OF ROADS, 106 FEET SOUTHEAST OF
 LH0615'THE SOUTHEAST CORNER OF A STEEL BRIDGE, 70 FEET SOUTH OF THE
 LH0615'CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF THE CENTER LINE OF
 LH0615'A TRACK ROAD LEADING SOUTHEAST, 1.8 FEET NORTHEAST OF A FENCE,
 LH0615'1.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0615'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE
 LH0615'THE GROUND.
 LH0615
 LH0615                          STATION RECOVERY (1962)
 LH0615
 LH0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0811 ***********************************************************************
 MK0811  DESIGNATION -  R 295
 MK0811  PID         -  MK0811
 MK0811  STATE/COUNTY-  NE/SARPY
 MK0811  COUNTRY     -  US
 MK0811  USGS QUAD   -  SPRINGFIELD (2017)
 MK0811
 MK0811                         *CURRENT SURVEY CONTROL
 MK0811  ______________________________________________________________________
 MK0811* NAD 83(1986) POSITION- 41 02 40.     (N) 096 12 59.     (W)   SCALED
 MK0811* NAVD 88 ORTHO HEIGHT -   357.686 (meters)     1173.51  (feet) ADJUSTED
 MK0811  ______________________________________________________________________
 MK0811  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 MK0811  DYNAMIC HEIGHT  -        357.540 (meters)     1173.03  (feet) COMP
 MK0811  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 MK0811
 MK0811  VERT ORDER      -  SECOND    CLASS 0
 MK0811
 MK0811.The horizontal coordinates were scaled from a map and have
 MK0811.an estimated accuracy of +/- 6 seconds.
 MK0811
 MK0811.The orthometric height was determined by differential leveling and
 MK0811.adjusted by the NATIONAL GEODETIC SURVEY
 MK0811.in June 1991.
 MK0811
 MK0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0811.GEOID18 height accuracy estimate available here.
 MK0811
 MK0811.Click photographs - Photos may exist for this station.
 MK0811
 MK0811.The dynamic height is computed by dividing the NAVD 88
 MK0811.geopotential number by the normal gravity value computed on the
 MK0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0811.degrees latitude (g = 980.6199 gals.).
 MK0811
 MK0811.The modeled gravity was interpolated from observed gravity values.
 MK0811
 MK0811;                    North         East    Units  Estimated Accuracy
 MK0811;SPC NE       -   141,420.      817,920.      MT  (+/- 180 meters Scaled)
 MK0811
 MK0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL339474(NAD 83)
 MK0811
 MK0811                          SUPERSEDED SURVEY CONTROL
 MK0811
 MK0811  NGVD 29 (??/??/92)  357.586  (m)         1173.18   (f) ADJ UNCH    2 0
 MK0811
 MK0811.Superseded values are not recommended for survey control.
 MK0811
 MK0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0811.See file dsdata.pdf to determine how the superseded data were derived.
 MK0811
 MK0811_MARKER: DB = BENCH MARK DISK
 MK0811_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0811_SP_SET: CULVERT HEADWALL
 MK0811_STAMPING: R 295 1950
 MK0811_MARK LOGO: CGS
 MK0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0811+STABILITY: SURFACE MOTION
 MK0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0811+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 MK0811
 MK0811  HISTORY     - Date     Condition        Report By
 MK0811  HISTORY     - 1950     MONUMENTED       CGS
 MK0811  HISTORY     - 20060513 GOOD             INDIV
 MK0811
 MK0811                          STATION DESCRIPTION
 MK0811
 MK0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0811'7.5 MI NW FROM LOUISVILLE.
 MK0811'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0811'AT LOUISVILLE, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, 49
 MK0811'FEET NORTH OF THE THIRD TELEPHONE POLE SOUTH OF A ROAD JUNCTION,
 MK0811'20 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, SET
 MK0811'IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 MK0811'CULVERT, 176 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 MK0811'ROAD, THIS MARK IS 1.0 MILE EAST OF BENCH MARK J 290.
 MK0811
 MK0811                          STATION RECOVERY (2006)
 MK0811
 MK0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0811'THE INTERSECTING ROADS JUST NORTH OF THE MARK ARE LOCALLY BUFFALO ROAD
 MK0811'(E-W ROAD) AND 192ND STREET (N-S ROAD).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0165 ***********************************************************************
 LG0165  DESIGNATION -  R 296
 LG0165  PID         -  LG0165
 LG0165  STATE/COUNTY-  NE/CASS
 LG0165  COUNTRY     -  US
 LG0165  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0165
 LG0165                         *CURRENT SURVEY CONTROL
 LG0165  ______________________________________________________________________
 LG0165* NAD 83(1986) POSITION- 40 58 57.     (N) 096 02 43.     (W)   SCALED
 LG0165* NAVD 88 ORTHO HEIGHT -   365.391 (meters)     1198.79  (feet) ADJUSTED
 LG0165  ______________________________________________________________________
 LG0165  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 LG0165  DYNAMIC HEIGHT  -        365.240 (meters)     1198.29  (feet) COMP
 LG0165  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 LG0165
 LG0165  VERT ORDER      -  SECOND    CLASS 0
 LG0165
 LG0165.The horizontal coordinates were scaled from a map and have
 LG0165.an estimated accuracy of +/- 6 seconds.
 LG0165
 LG0165.The orthometric height was determined by differential leveling and
 LG0165.adjusted by the NATIONAL GEODETIC SURVEY
 LG0165.in June 1991.
 LG0165
 LG0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0165.GEOID18 height accuracy estimate available here.
 LG0165
 LG0165.Click photographs - Photos may exist for this station.
 LG0165
 LG0165.The dynamic height is computed by dividing the NAVD 88
 LG0165.geopotential number by the normal gravity value computed on the
 LG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0165.degrees latitude (g = 980.6199 gals.).
 LG0165
 LG0165.The modeled gravity was interpolated from observed gravity values.
 LG0165
 LG0165;                    North         East    Units  Estimated Accuracy
 LG0165;SPC NE       -   135,200.      832,600.      MT  (+/- 180 meters Scaled)
 LG0165
 LG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL485410(NAD 83)
 LG0165
 LG0165                          SUPERSEDED SURVEY CONTROL
 LG0165
 LG0165  NGVD 29 (??/??/92)  365.296  (m)         1198.48   (f) ADJ UNCH    2 0
 LG0165
 LG0165.Superseded values are not recommended for survey control.
 LG0165
 LG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0165.See file dsdata.pdf to determine how the superseded data were derived.
 LG0165
 LG0165_MARKER: DB = BENCH MARK DISK
 LG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0165_STAMPING: R 296 1949
 LG0165_MARK LOGO: CGS
 LG0165_PROJECTION: FLUSH
 LG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0165+STABILITY: SURFACE MOTION
 LG0165
 LG0165  HISTORY     - Date     Condition        Report By
 LG0165  HISTORY     - 1949     MONUMENTED       CGS
 LG0165
 LG0165                          STATION DESCRIPTION
 LG0165
 LG0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0165'10.2 MI SW FROM PLATTSMOUTH.
 LG0165'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0165'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0165'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0165'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRADED GRAVELED ROAD,
 LG0165'AT THE HERMAN HENNING FARMHOME, 87 FEET NORTHEAST OF THE
 LG0165'NORTHEAST CORNER OF THE HOUSE, 84 FEET WEST OF THE CENTER LINE
 LG0165'OF THE GRAVELED ROAD, 16 FEET NORTH OF THE CENTER LINE OF A
 LG0165'PRIVATE DRIVE LEADING WEST, 0.8 FOOT SOUTH OF A YARD FENCE,
 LG0165'AND SET IN THE TOP OF A 5-FOOT CONCRETE POST, WHICH IS SET
 LG0165'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0706 ***********************************************************************
 MK0706  DESIGNATION -  R 297
 MK0706  PID         -  MK0706
 MK0706  STATE/COUNTY-  NE/SAUNDERS
 MK0706  COUNTRY     -  US
 MK0706  USGS QUAD   -  ASHLAND EAST (2017)
 MK0706
 MK0706                         *CURRENT SURVEY CONTROL
 MK0706  ______________________________________________________________________
 MK0706* NAD 83(1986) POSITION- 41 04 26.     (N) 096 22 05.     (W)   SCALED
 MK0706* NAVD 88 ORTHO HEIGHT -   325.397 (meters)     1067.57  (feet) ADJUSTED
 MK0706  ______________________________________________________________________
 MK0706  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 MK0706  DYNAMIC HEIGHT  -        325.263 (meters)     1067.13  (feet) COMP
 MK0706  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 MK0706
 MK0706  VERT ORDER      -  SECOND    CLASS 0
 MK0706
 MK0706.The horizontal coordinates were scaled from a map and have
 MK0706.an estimated accuracy of +/- 6 seconds.
 MK0706
 MK0706.The orthometric height was determined by differential leveling and
 MK0706.adjusted by the NATIONAL GEODETIC SURVEY
 MK0706.in June 1991.
 MK0706
 MK0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0706.GEOID18 height accuracy estimate available here.
 MK0706
 MK0706.Click photographs - Photos may exist for this station.
 MK0706
 MK0706.The dynamic height is computed by dividing the NAVD 88
 MK0706.geopotential number by the normal gravity value computed on the
 MK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0706.degrees latitude (g = 980.6199 gals.).
 MK0706
 MK0706.The modeled gravity was interpolated from observed gravity values.
 MK0706
 MK0706;                    North         East    Units  Estimated Accuracy
 MK0706;SPC NE       -   144,140.      805,050.      MT  (+/- 180 meters Scaled)
 MK0706
 MK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL211502(NAD 83)
 MK0706
 MK0706                          SUPERSEDED SURVEY CONTROL
 MK0706
 MK0706  NGVD 29 (??/??/92)  325.291  (m)         1067.23   (f) ADJ UNCH    2 0
 MK0706
 MK0706.Superseded values are not recommended for survey control.
 MK0706
 MK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0706.See file dsdata.pdf to determine how the superseded data were derived.
 MK0706
 MK0706_MARKER: DB = BENCH MARK DISK
 MK0706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0706_SP_SET: BRIDGE
 MK0706_STAMPING: R 297 1950
 MK0706_MARK LOGO: CGS
 MK0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0706
 MK0706  HISTORY     - Date     Condition        Report By
 MK0706  HISTORY     - 1950     MONUMENTED       CGS
 MK0706  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK0706
 MK0706                          STATION DESCRIPTION
 MK0706
 MK0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0706'2.7 MI N FROM ASHLAND.
 MK0706'0.3 MILE EAST ALONG SILVER STREET FROM THE CITY HALL AT ASHLAND,
 MK0706'THENCE 2.4 MILES NORTH ALONG STATE HIGHWAY 63, AT A ROAD
 MK0706'INTERSECTION, 101 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10
 MK0706'FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 26 FEET
 MK0706'NORTHWEST OF THE SECOND POWER POLE WEST OF THE ROAD INTERSECTION,
 MK0706'2 FEET ABOVE THE ROAD, SET IN THE TOP OF THE CENTER OF THE
 MK0706'SOUTH HEADWALL OF A CONCRETE BRIDGE.
 MK0706
 MK0706                          STATION RECOVERY (1984)
 MK0706
 MK0706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0706'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1011 ***********************************************************************
 MK1011  DESIGNATION -  R 298
 MK1011  PID         -  MK1011
 MK1011  STATE/COUNTY-  NE/SAUNDERS
 MK1011  COUNTRY     -  US
 MK1011  USGS QUAD   -  WAHOO EAST (2017)
 MK1011
 MK1011                         *CURRENT SURVEY CONTROL
 MK1011  ______________________________________________________________________
 MK1011* NAD 83(1986) POSITION- 41 13 11.52   (N) 096 32 23.97   (W)   HD_HELD1
 MK1011* NAVD 88 ORTHO HEIGHT -   358.826 (meters)     1177.25  (feet) ADJUSTED
 MK1011  ______________________________________________________________________
 MK1011  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 MK1011  DYNAMIC HEIGHT  -        358.657 (meters)     1176.69  (feet) COMP
 MK1011  MODELED GRAVITY -    980,143.0   (mgal)                       NAVD 88
 MK1011
 MK1011  VERT ORDER      -  SECOND    CLASS 0
 MK1011
 MK1011.The horizontal coordinates were determined by differentially corrected
 MK1011.hand held GPS observations or other comparable positioning techniques
 MK1011.and have an estimated accuracy of +/- 3 meters.
 MK1011
 MK1011.The orthometric height was determined by differential leveling and
 MK1011.adjusted by the NATIONAL GEODETIC SURVEY
 MK1011.in June 1991.
 MK1011
 MK1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1011.GEOID18 height accuracy estimate available here.
 MK1011
 MK1011.Click photographs - Photos may exist for this station.
 MK1011
 MK1011.The dynamic height is computed by dividing the NAVD 88
 MK1011.geopotential number by the normal gravity value computed on the
 MK1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1011.degrees latitude (g = 980.6199 gals.).
 MK1011
 MK1011.The modeled gravity was interpolated from observed gravity values.
 MK1011
 MK1011;                    North         East    Units  Estimated Accuracy
 MK1011;SPC NE       -   159,743.6     789,966.1     MT  (+/- 3 meters HH1 GPS) 
 MK1011
 MK1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0620966082(NAD 83)
 MK1011
 MK1011                          SUPERSEDED SURVEY CONTROL
 MK1011
 MK1011  NGVD 29 (??/??/92)  358.686  (m)         1176.79   (f) ADJ UNCH    2 0
 MK1011
 MK1011.Superseded values are not recommended for survey control.
 MK1011
 MK1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1011.See file dsdata.pdf to determine how the superseded data were derived.
 MK1011
 MK1011_MARKER: DB = BENCH MARK DISK
 MK1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1011_SP_SET: BRIDGE ABUTMENT
 MK1011_STAMPING: R 298 1950
 MK1011_MARK LOGO: CGS
 MK1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1011
 MK1011  HISTORY     - Date     Condition        Report By
 MK1011  HISTORY     - 1950     MONUMENTED       CGS
 MK1011  HISTORY     - 20100908 GOOD             INDIV
 MK1011
 MK1011                          STATION DESCRIPTION
 MK1011
 MK1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1011'3.2 MI W FROM MEAD.
 MK1011'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1011'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.45
 MK1011'MILES WEST ALONG A GRAVELED ROAD, 270 FEET EAST OF THE CENTER LINE
 MK1011'OF A ROAD LEADING NORTH, 13 FEET SOUTH OF THE CENTER LINE OF THE
 MK1011'EAST AND WEST ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE
 MK1011'SOUTH END OF THE WEST ABUTMENT OF A BRIDGE OVER SILVER CREEK, 1.5
 MK1011'FEET SOUTH OF THE WEST END OF THE SOUTH RAILING OF THE BRIDGE.
 MK1011'THIS MARK IS 1.25 MILES EAST OF BENCH MARK B 298.
 MK1011
 MK1011                          STATION RECOVERY (2010)
 MK1011
 MK1011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0749 ***********************************************************************
 MK0749  DESIGNATION -  R 299
 MK0749  PID         -  MK0749
 MK0749  STATE/COUNTY-  NE/SAUNDERS
 MK0749  COUNTRY     -  US
 MK0749  USGS QUAD   -  MEAD (2017)
 MK0749
 MK0749                         *CURRENT SURVEY CONTROL
 MK0749  ______________________________________________________________________
 MK0749* NAD 83(1986) POSITION- 41 13 06.     (N) 096 23 48.     (W)   SCALED
 MK0749* NAVD 88 ORTHO HEIGHT -   359.589 (meters)     1179.75  (feet) ADJUSTED
 MK0749  ______________________________________________________________________
 MK0749  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 MK0749  DYNAMIC HEIGHT  -        359.426 (meters)     1179.22  (feet) COMP
 MK0749  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 MK0749
 MK0749  VERT ORDER      -  SECOND    CLASS 0
 MK0749
 MK0749.The horizontal coordinates were scaled from a map and have
 MK0749.an estimated accuracy of +/- 6 seconds.
 MK0749
 MK0749.The orthometric height was determined by differential leveling and
 MK0749.adjusted by the NATIONAL GEODETIC SURVEY
 MK0749.in June 1991.
 MK0749
 MK0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0749.GEOID18 height accuracy estimate available here.
 MK0749
 MK0749.Click photographs - Photos may exist for this station.
 MK0749
 MK0749.The dynamic height is computed by dividing the NAVD 88
 MK0749.geopotential number by the normal gravity value computed on the
 MK0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0749.degrees latitude (g = 980.6199 gals.).
 MK0749
 MK0749.The modeled gravity was interpolated from observed gravity values.
 MK0749
 MK0749;                    North         East    Units  Estimated Accuracy
 MK0749;SPC NE       -   160,060.      801,980.      MT  (+/- 180 meters Scaled)
 MK0749
 MK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL182662(NAD 83)
 MK0749
 MK0749                          SUPERSEDED SURVEY CONTROL
 MK0749
 MK0749  NGVD 29 (??/??/92)  359.456  (m)         1179.32   (f) ADJ UNCH    2 0
 MK0749
 MK0749.Superseded values are not recommended for survey control.
 MK0749
 MK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0749.See file dsdata.pdf to determine how the superseded data were derived.
 MK0749
 MK0749_MARKER: DB = BENCH MARK DISK
 MK0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0749_STAMPING: R 299 1950
 MK0749_MARK LOGO: CGS
 MK0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0749+STABILITY: SURFACE MOTION
 MK0749
 MK0749  HISTORY     - Date     Condition        Report By
 MK0749  HISTORY     - 1950     MONUMENTED       CGS
 MK0749
 MK0749                          STATION DESCRIPTION
 MK0749
 MK0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0749'1.5 MI S FROM YUTAN.
 MK0749'1.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0749'YUTAN, AT THE FARM HOME OF C.C. ZIEMER, 247 FEET SOUTH OF THE
 MK0749'CENTER LINE OF AN EAST AND WEST ROAD, 110 FEET EAST OF THE CENTER
 MK0749'LINE OF A NORTH AND SOUTH ROAD, 26 FEET WEST OF THE CENTER OF
 MK0749'THE YARD GATE, 19 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MK0749'FARMHOUSE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0749'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0009 ***********************************************************************
 NP0009  DESIGNATION -  R 3
 NP0009  PID         -  NP0009
 NP0009  STATE/COUNTY-  NE/SHERIDAN
 NP0009  COUNTRY     -  US
 NP0009  USGS QUAD   -  GORDON SE (2017)
 NP0009
 NP0009                         *CURRENT SURVEY CONTROL
 NP0009  ______________________________________________________________________
 NP0009* NAD 83(1986) POSITION- 42 49 56.     (N) 102 06 36.     (W)   SCALED
 NP0009* NAVD 88 ORTHO HEIGHT -  1080.903 (meters)     3546.26  (feet) ADJUSTED
 NP0009  ______________________________________________________________________
 NP0009  GEOID HEIGHT    -        -18.599 (meters)                     GEOID18
 NP0009  DYNAMIC HEIGHT  -       1080.391 (meters)     3544.58  (feet) COMP
 NP0009  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 NP0009
 NP0009  VERT ORDER      -  FIRST     CLASS II
 NP0009
 NP0009.The horizontal coordinates were scaled from a map and have
 NP0009.an estimated accuracy of +/- 6 seconds.
 NP0009
 NP0009.The orthometric height was determined by differential leveling and
 NP0009.adjusted by the NATIONAL GEODETIC SURVEY
 NP0009.in June 1991.
 NP0009
 NP0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0009.GEOID18 height accuracy estimate available here.
 NP0009
 NP0009.Click photographs - Photos may exist for this station.
 NP0009
 NP0009.The dynamic height is computed by dividing the NAVD 88
 NP0009.geopotential number by the normal gravity value computed on the
 NP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0009.degrees latitude (g = 980.6199 gals.).
 NP0009
 NP0009.The modeled gravity was interpolated from observed gravity values.
 NP0009
 NP0009;                    North         East    Units  Estimated Accuracy
 NP0009;SPC NE       -   335,090.      327,510.      MT  (+/- 180 meters Scaled)
 NP0009
 NP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH362462(NAD 83)
 NP0009
 NP0009                          SUPERSEDED SURVEY CONTROL
 NP0009
 NP0009  NGVD 29 (??/??/92) 1080.423  (m)         3544.69   (f) ADJ UNCH    1 2
 NP0009
 NP0009.Superseded values are not recommended for survey control.
 NP0009
 NP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0009.See file dsdata.pdf to determine how the superseded data were derived.
 NP0009
 NP0009_MARKER: Q = CHISELED SQUARE
 NP0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0009_SP_SET: STONE CULVERT
 NP0009_MARK LOGO: NONE
 NP0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0009+STABILITY: SURFACE MOTION
 NP0009
 NP0009  HISTORY     - Date     Condition        Report By
 NP0009  HISTORY     - 1901     MONUMENTED       CGS
 NP0009  HISTORY     - 1957     GOOD             CGS
 NP0009  HISTORY     - 19980621 GOOD             LOCENG
 NP0009
 NP0009                          STATION DESCRIPTION
 NP0009
 NP0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0009'4.7 MI NE FROM GORDON.
 NP0009'ABOUT 4.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0009'RAILWAY FROM THE STATION AT GORDON, 0.4 MILE SOUTHWEST OF A
 NP0009'ROAD CROSSING, IN T. 33 N., R. 41 W., SECTION 14., AT A STONE
 NP0009'CULVERT WHICH IS 9 FEET SOUTHWEST OF THE TOP AND CENTER OF THE
 NP0009'SOUTHWESTERLY ONE OF TWO LARGE CONCRETE TILE CULVERTS, 18 FEET
 NP0009'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 5 FEET BELOW THE TOP OF
 NP0009'THE RAILS, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF THE SOUTHEAST
 NP0009'CORNER OF THE FIRST STONE DOWN FROM THE HEAD WALL AND IN THE
 NP0009'NORTHEAST WING WALL.
 NP0009
 NP0009                          STATION RECOVERY (1998)
 NP0009
 NP0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NP0009'MONUMENT IS APPROXIMATELY 4.7 MI (7.6 KM) NORTHEAST FROM GORDON ALONG
 NP0009'THE DAKOTA, MINNESOTA AND EASTERN RAILROAD (FORMERLY KNOWN AS THE
 NP0009'CHICAGO AND WESTERN RAILROAD) IN SECTION 14, T33N, R41W, APPROXIMATELY
 NP0009'0.4 MI (0.6 KM) SOUTHWEST OF A GRAVELED ROAD RUNNING NORTH-SOUTH.  AT
 NP0009'A CULVERT MADE OF CUT STONE BLOCKS WHICH IS ON THE WESTERLY SIDE OF
 NP0009'TWO LARGE ROUND CONCRETE CULVERTS, 18 FT (5.5 M) SOUTHEAST OF THE
 NP0009'SOUTHEAST RAIL, ABOUT 5 FT (1.5 M) BELOW THE TOP OF THE RAILS, THE
 NP0009'BOTTOM OF A SQUARE CUT HOLE IN THE SOUTHEAST CORNER OF THE STONE
 NP0009'STRUCTURE WHICH BEARS THE NAME C.  A.  BERG 1900 ON THE SOUTHEAST
 NP0009'FACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0777 ***********************************************************************
 MK0777  DESIGNATION -  R 300
 MK0777  PID         -  MK0777
 MK0777  STATE/COUNTY-  NE/DOUGLAS
 MK0777  COUNTRY     -  US
 MK0777  USGS QUAD   -  WANN (2017)
 MK0777
 MK0777                         *CURRENT SURVEY CONTROL
 MK0777  ______________________________________________________________________
 MK0777* NAD 83(1986) POSITION- 41 12 09.     (N) 096 15 35.     (W)   SCALED
 MK0777* NAVD 88 ORTHO HEIGHT -   388.471 (meters)     1274.51  (feet) ADJUSTED
 MK0777  ______________________________________________________________________
 MK0777  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 MK0777  DYNAMIC HEIGHT  -        388.304 (meters)     1273.96  (feet) COMP
 MK0777  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 MK0777
 MK0777  VERT ORDER      -  SECOND    CLASS 0
 MK0777
 MK0777.The horizontal coordinates were scaled from a map and have
 MK0777.an estimated accuracy of +/- 6 seconds.
 MK0777
 MK0777.The orthometric height was determined by differential leveling and
 MK0777.adjusted by the NATIONAL GEODETIC SURVEY
 MK0777.in June 1991.
 MK0777
 MK0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0777.GEOID18 height accuracy estimate available here.
 MK0777
 MK0777.Click photographs - Photos may exist for this station.
 MK0777
 MK0777.The dynamic height is computed by dividing the NAVD 88
 MK0777.geopotential number by the normal gravity value computed on the
 MK0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0777.degrees latitude (g = 980.6199 gals.).
 MK0777
 MK0777.The modeled gravity was interpolated from observed gravity values.
 MK0777
 MK0777;                    North         East    Units  Estimated Accuracy
 MK0777;SPC NE       -   158,800.      813,520.      MT  (+/- 180 meters Scaled)
 MK0777
 MK0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297648(NAD 83)
 MK0777
 MK0777                          SUPERSEDED SURVEY CONTROL
 MK0777
 MK0777  NGVD 29 (??/??/92)  388.354  (m)         1274.12   (f) ADJ UNCH    2 0
 MK0777
 MK0777.Superseded values are not recommended for survey control.
 MK0777
 MK0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0777.See file dsdata.pdf to determine how the superseded data were derived.
 MK0777
 MK0777_MARKER: DB = BENCH MARK DISK
 MK0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0777_STAMPING: R 300 1950
 MK0777_MARK LOGO: CGS
 MK0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0777+STABILITY: SURFACE MOTION
 MK0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0777+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2011
 MK0777
 MK0777  HISTORY     - Date     Condition        Report By
 MK0777  HISTORY     - 1950     MONUMENTED       CGS
 MK0777  HISTORY     - 1976     GOOD             LOCSUR
 MK0777  HISTORY     - 20060615 GOOD             INDIV
 MK0777  HISTORY     - 20110520 GOOD             INDIV
 MK0777
 MK0777                          STATION DESCRIPTION
 MK0777
 MK0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0777'6.5 MI NW FROM GRETNA.
 MK0777'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT GRETNA,
 MK0777'THENCE 4.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE 1.5 MILES WEST
 MK0777'ALONG A GRAVELED ROAD, AT THE FARM OF L.W. DONAHOO, 208 FEET NORTH OF
 MK0777'THE CENTER LINE OF THE ROAD, 221 FEET WEST OF THE CENTER LINE OF A
 MK0777'PRIVATE DRIVEWAY, 129 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK0777'FARMHOUSE, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MK0777'POULTRY HOUSE, 25 FEET NORTHEAST OF THE CENTER LINE OF AN IRON
 MK0777'GATE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0777'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0777
 MK0777                          STATION RECOVERY (1976)
 MK0777
 MK0777'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0777'RECOVERED IN GOOD CONDITION.
 MK0777
 MK0777                          STATION RECOVERY (2006)
 MK0777
 MK0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK0777'MARK IS LOCATED NEAR MANY LARGE TREES ON TWO SIDES ON THE NORTH SIDE
 MK0777'OF WEST 'Q' ROAD IN THE WESTERLY YARD OF A FARM HOUSE.
 MK0777
 MK0777                          STATION RECOVERY (2011)
 MK0777
 MK0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0802 ***********************************************************************
 MK0802  DESIGNATION -  R 301
 MK0802  PID         -  MK0802
 MK0802  STATE/COUNTY-  NE/DOUGLAS
 MK0802  COUNTRY     -  US
 MK0802  USGS QUAD   -  WANN (2017)
 MK0802
 MK0802                         *CURRENT SURVEY CONTROL
 MK0802  ______________________________________________________________________
 MK0802* NAD 83(1986) POSITION- 41 11 32.     (N) 096 17 55.     (W)   SCALED
 MK0802* NAVD 88 ORTHO HEIGHT -   345.552 (meters)     1133.70  (feet) ADJUSTED
 MK0802  ______________________________________________________________________
 MK0802  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 MK0802  DYNAMIC HEIGHT  -        345.403 (meters)     1133.21  (feet) COMP
 MK0802  MODELED GRAVITY -    980,182.1   (mgal)                       NAVD 88
 MK0802
 MK0802  VERT ORDER      -  SECOND    CLASS 0
 MK0802
 MK0802.The horizontal coordinates were scaled from a map and have
 MK0802.an estimated accuracy of +/- 6 seconds.
 MK0802
 MK0802.The orthometric height was determined by differential leveling and
 MK0802.adjusted by the NATIONAL GEODETIC SURVEY
 MK0802.in June 1991.
 MK0802
 MK0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0802.GEOID18 height accuracy estimate available here.
 MK0802
 MK0802.Click photographs - Photos may exist for this station.
 MK0802
 MK0802.The dynamic height is computed by dividing the NAVD 88
 MK0802.geopotential number by the normal gravity value computed on the
 MK0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0802.degrees latitude (g = 980.6199 gals.).
 MK0802
 MK0802.The modeled gravity was interpolated from observed gravity values.
 MK0802
 MK0802;                    North         East    Units  Estimated Accuracy
 MK0802;SPC NE       -   157,520.      810,310.      MT  (+/- 180 meters Scaled)
 MK0802
 MK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL265636(NAD 83)
 MK0802
 MK0802                          SUPERSEDED SURVEY CONTROL
 MK0802
 MK0802  NGVD 29 (??/??/92)  345.434  (m)         1133.31   (f) ADJ UNCH    2 0
 MK0802
 MK0802.Superseded values are not recommended for survey control.
 MK0802
 MK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0802.See file dsdata.pdf to determine how the superseded data were derived.
 MK0802
 MK0802_MARKER: DB = BENCH MARK DISK
 MK0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0802_SP_SET: PIER
 MK0802_STAMPING: R 301 1950
 MK0802_MARK LOGO: CGS
 MK0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0802
 MK0802  HISTORY     - Date     Condition        Report By
 MK0802  HISTORY     - 1950     MONUMENTED       CGS
 MK0802  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0802
 MK0802                          STATION DESCRIPTION
 MK0802
 MK0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0802'6.5 MI NW FROM GRETNA.
 MK0802'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0802'GRETNA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK0802'0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.9 MILES NORTH
 MK0802'ALONG A GRAVELED ROAD, 11 FEET WEST OF THE CENTER LINE OF THE
 MK0802'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 MK0802'3 FEET ABOVE THE LEVEL OF THE ROAD, SET VERTICALY IN THE NORTH
 MK0802'END OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF AN ABANDONED
 MK0802'RAILROAD UNDERPASS.  THUS MARK IS 1.1 MILES SOUTHEAST OF
 MK0802'BENCH MARK P 300.
 MK0802
 MK0802                          STATION RECOVERY (1976)
 MK0802
 MK0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0802'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0568 ***********************************************************************
 MK0568  DESIGNATION -  R 303
 MK0568  PID         -  MK0568
 MK0568  STATE/COUNTY-  NE/DOUGLAS
 MK0568  COUNTRY     -  US
 MK0568  USGS QUAD   -  VALLEY (2017)
 MK0568
 MK0568                         *CURRENT SURVEY CONTROL
 MK0568  ______________________________________________________________________
 MK0568* NAD 83(1986) POSITION- 41 16 54.     (N) 096 15 22.     (W)   SCALED
 MK0568* NAVD 88 ORTHO HEIGHT -   350.946 (meters)     1151.40  (feet) ADJUSTED
 MK0568  ______________________________________________________________________
 MK0568  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 MK0568  DYNAMIC HEIGHT  -        350.786 (meters)     1150.87  (feet) COMP
 MK0568  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 MK0568
 MK0568  VERT ORDER      -  SECOND    CLASS 0
 MK0568
 MK0568.The horizontal coordinates were scaled from a map and have
 MK0568.an estimated accuracy of +/- 6 seconds.
 MK0568
 MK0568.The orthometric height was determined by differential leveling and
 MK0568.adjusted by the NATIONAL GEODETIC SURVEY
 MK0568.in June 1991.
 MK0568
 MK0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0568.GEOID18 height accuracy estimate available here.
 MK0568
 MK0568.Click photographs - Photos may exist for this station.
 MK0568
 MK0568.The dynamic height is computed by dividing the NAVD 88
 MK0568.geopotential number by the normal gravity value computed on the
 MK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0568.degrees latitude (g = 980.6199 gals.).
 MK0568
 MK0568.The modeled gravity was interpolated from observed gravity values.
 MK0568
 MK0568;                    North         East    Units  Estimated Accuracy
 MK0568;SPC NE       -   167,590.      813,450.      MT  (+/- 180 meters Scaled)
 MK0568
 MK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297736(NAD 83)
 MK0568
 MK0568                          SUPERSEDED SURVEY CONTROL
 MK0568
 MK0568  NGVD 29 (??/??/92)  350.814  (m)         1150.96   (f) ADJ UNCH    2 0
 MK0568
 MK0568.Superseded values are not recommended for survey control.
 MK0568
 MK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0568.See file dsdata.pdf to determine how the superseded data were derived.
 MK0568
 MK0568_MARKER: DB = BENCH MARK DISK
 MK0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0568_STAMPING: R 303 1950
 MK0568_MARK LOGO: CGS
 MK0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0568+STABILITY: SURFACE MOTION
 MK0568
 MK0568  HISTORY     - Date     Condition        Report By
 MK0568  HISTORY     - 1950     MONUMENTED       CGS
 MK0568  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0568
 MK0568                          STATION DESCRIPTION
 MK0568
 MK0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0568'1.1 MI W FROM ELKHORN.
 MK0568'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0568'AT ELKHORN, AT THE WEST END OF A DEEP CUT, AT THE EAST END OF A
 MK0568'LONG FILL, 75 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 MK0568'TRACKS, 81 FEET NORTHWEST OF A BATTERY SIGNAL BOX, 22.6 FEET
 MK0568'SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF A WITNESS
 MK0568'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 MK0568'ABOVE THE GROUND.
 MK0568
 MK0568                          STATION RECOVERY (1976)
 MK0568
 MK0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1041 ***********************************************************************
 MK1041  DESIGNATION -  R 304
 MK1041  PID         -  MK1041
 MK1041  STATE/COUNTY-  NE/SAUNDERS
 MK1041  COUNTRY     -  US
 MK1041  USGS QUAD   -  FREMONT WEST (2017)
 MK1041
 MK1041                         *CURRENT SURVEY CONTROL
 MK1041  ______________________________________________________________________
 MK1041* NAD 83(1986) POSITION- 41 22 47.     (N) 096 30 10.     (W)   SCALED
 MK1041* NAVD 88 ORTHO HEIGHT -   388.602 (meters)     1274.94  (feet) ADJUSTED
 MK1041  ______________________________________________________________________
 MK1041  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 MK1041  DYNAMIC HEIGHT  -        388.423 (meters)     1274.35  (feet) COMP
 MK1041  MODELED GRAVITY -    980,150.5   (mgal)                       NAVD 88
 MK1041
 MK1041  VERT ORDER      -  SECOND    CLASS 0
 MK1041
 MK1041.The horizontal coordinates were scaled from a map and have
 MK1041.an estimated accuracy of +/- 6 seconds.
 MK1041
 MK1041.The orthometric height was determined by differential leveling and
 MK1041.adjusted by the NATIONAL GEODETIC SURVEY
 MK1041.in June 1991.
 MK1041
 MK1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1041.GEOID18 height accuracy estimate available here.
 MK1041
 MK1041.Click photographs - Photos may exist for this station.
 MK1041
 MK1041.The dynamic height is computed by dividing the NAVD 88
 MK1041.geopotential number by the normal gravity value computed on the
 MK1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1041.degrees latitude (g = 980.6199 gals.).
 MK1041
 MK1041.The modeled gravity was interpolated from observed gravity values.
 MK1041
 MK1041;                    North         East    Units  Estimated Accuracy
 MK1041;SPC NE       -   177,600.      792,370.      MT  (+/- 180 meters Scaled)
 MK1041
 MK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL088839(NAD 83)
 MK1041
 MK1041                          SUPERSEDED SURVEY CONTROL
 MK1041
 MK1041  NGVD 29 (??/??/92)  388.452  (m)         1274.45   (f) ADJ UNCH    2 0
 MK1041
 MK1041.Superseded values are not recommended for survey control.
 MK1041
 MK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1041.See file dsdata.pdf to determine how the superseded data were derived.
 MK1041
 MK1041_MARKER: DB = BENCH MARK DISK
 MK1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1041_STAMPING: R 304 1950
 MK1041_MARK LOGO: CGS
 MK1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1041+STABILITY: SURFACE MOTION
 MK1041
 MK1041  HISTORY     - Date     Condition        Report By
 MK1041  HISTORY     - 1950     MONUMENTED       CGS
 MK1041
 MK1041                          STATION DESCRIPTION
 MK1041
 MK1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1041'3.8 MI S FROM FREMONT.
 MK1041'3.8 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1041'FREMONT, IN THE NORTHWEST CORNER OF THE DISTRICT 11 SCHOOL YARD,
 MK1041'184 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 178 FEET
 MK1041'NORTH OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 2.0 FEET
 MK1041'SOUTHEAST OF A FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST,
 MK1041'SET IN THE TOP OF A CONCRETE POST WHICH PROJETS 0.3 FOOT ABOVE
 MK1041'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0778 ***********************************************************************
 LH0778  DESIGNATION -  R 305
 LH0778  PID         -  LH0778
 LH0778  STATE/COUNTY-  NE/DAWSON
 LH0778  COUNTRY     -  US
 LH0778  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0778
 LH0778                         *CURRENT SURVEY CONTROL
 LH0778  ______________________________________________________________________
 LH0778* NAD 83(1986) POSITION- 40 48 11.     (N) 099 50 36.     (W)   SCALED
 LH0778* NAVD 88 ORTHO HEIGHT -   741.904 (meters)     2434.06  (feet) ADJUSTED
 LH0778  ______________________________________________________________________
 LH0778  GEOID HEIGHT    -        -23.684 (meters)                     GEOID18
 LH0778  DYNAMIC HEIGHT  -        741.467 (meters)     2432.63  (feet) COMP
 LH0778  MODELED GRAVITY -    980,010.1   (mgal)                       NAVD 88
 LH0778
 LH0778  VERT ORDER      -  FIRST     CLASS II
 LH0778
 LH0778.The horizontal coordinates were scaled from a map and have
 LH0778.an estimated accuracy of +/- 6 seconds.
 LH0778
 LH0778.The orthometric height was determined by differential leveling and
 LH0778.adjusted by the NATIONAL GEODETIC SURVEY
 LH0778.in June 1991.
 LH0778
 LH0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0778.GEOID18 height accuracy estimate available here.
 LH0778
 LH0778.Click photographs - Photos may exist for this station.
 LH0778
 LH0778.The dynamic height is computed by dividing the NAVD 88
 LH0778.geopotential number by the normal gravity value computed on the
 LH0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0778.degrees latitude (g = 980.6199 gals.).
 LH0778
 LH0778.The modeled gravity was interpolated from observed gravity values.
 LH0778
 LH0778;                    North         East    Units  Estimated Accuracy
 LH0778;SPC NE       -   107,680.      513,220.      MT  (+/- 180 meters Scaled)
 LH0778
 LH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288172(NAD 83)
 LH0778
 LH0778                          SUPERSEDED SURVEY CONTROL
 LH0778
 LH0778  NGVD 29 (02/14/92)  741.620  (m)         2433.13   (f) ADJUSTED    1 2
 LH0778  NGVD 29 (??/??/87)  741.594  (m)         2433.05   (f) SUPERSEDED  1 2
 LH0778
 LH0778.Superseded values are not recommended for survey control.
 LH0778
 LH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0778.See file dsdata.pdf to determine how the superseded data were derived.
 LH0778
 LH0778_MARKER: DB = BENCH MARK DISK
 LH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0778_STAMPING: R 305 1950
 LH0778_MARK LOGO: CGS
 LH0778_PROJECTION: FLUSH
 LH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0778+STABILITY: SURFACE MOTION
 LH0778
 LH0778  HISTORY     - Date     Condition        Report By
 LH0778  HISTORY     - 1950     MONUMENTED       CGS
 LH0778  HISTORY     - 1986     GOOD             NGS
 LH0778  HISTORY     - 20091203 POOR             NEDR
 LH0778
 LH0778                          STATION DESCRIPTION
 LH0778
 LH0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0778'2.5 MI SE FROM DARR.
 LH0778'2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0778'STATION AT DARR, AT A ROAD CROSSING, 169 FEET EAST OF THE CENTER
 LH0778'LINE OF THE ROAD, 82 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LH0778'SOUTHWEST SET OF TRACKS, 6.5 FEET SOUTHWEST OF THE FIRST POLE
 LH0778'SOUTHEAST OF MILEPOST 230, 1 FOOT NORTH OF A FENCE, 1.8 FEET
 LH0778'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0778'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0778
 LH0778                          STATION RECOVERY (1986)
 LH0778
 LH0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0778'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.4 KM (5.9
 LH0778'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0778'BRIDGE AT LEXINGTON, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 LH0778'ROAD, 0.27 KM (0.17 MI) SOUTHEAST OF MILEPOST 232, 71.0 METERS (233
 LH0778'FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 LH0778'CENTERLINE, 51.5 METERS (169 FT) EAST OF THE CENTER OF THE ROAD, 25.0
 LH0778'METERS (82 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 2.0 METERS (6.5 FT)
 LH0778'SOUTHWEST OF THE FIRST TELEPHONE POLE SOUTHEAST OF RAILROAD MILEPOLE
 LH0778'230 AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 LH0778'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0778'THE MARK IS 1.0 M BELOW THE TRACKS.
 LH0778
 LH0778                          STATION RECOVERY (2009)
 LH0778
 LH0778'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JC)
 LH0778'FOUND CONCRETE POST LAYING ON GROUND AND DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0391 ***********************************************************************
 ML0391  DESIGNATION -  R 306
 ML0391  PID         -  ML0391
 ML0391  STATE/COUNTY-  NE/SHERMAN
 ML0391  COUNTRY     -  US
 ML0391  USGS QUAD   -  RAVENNA (2017)
 ML0391
 ML0391                         *CURRENT SURVEY CONTROL
 ML0391  ______________________________________________________________________
 ML0391* NAD 83(1986) POSITION- 41 02 49.     (N) 098 54 02.     (W)   SCALED
 ML0391* NAVD 88 ORTHO HEIGHT -   621.598 (meters)     2039.36  (feet) ADJUSTED
 ML0391  ______________________________________________________________________
 ML0391  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 ML0391  DYNAMIC HEIGHT  -        621.268 (meters)     2038.28  (feet) COMP
 ML0391  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 ML0391
 ML0391  VERT ORDER      -  SECOND    CLASS 0
 ML0391
 ML0391.The horizontal coordinates were scaled from a map and have
 ML0391.an estimated accuracy of +/- 6 seconds.
 ML0391
 ML0391.The orthometric height was determined by differential leveling and
 ML0391.adjusted by the NATIONAL GEODETIC SURVEY
 ML0391.in June 1991.
 ML0391
 ML0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0391.GEOID18 height accuracy estimate available here.
 ML0391
 ML0391.Click photographs - Photos may exist for this station.
 ML0391
 ML0391.The dynamic height is computed by dividing the NAVD 88
 ML0391.geopotential number by the normal gravity value computed on the
 ML0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0391.degrees latitude (g = 980.6199 gals.).
 ML0391
 ML0391.The modeled gravity was interpolated from observed gravity values.
 ML0391
 ML0391;                    North         East    Units  Estimated Accuracy
 ML0391;SPC NE       -   135,330.      592,410.      MT  (+/- 180 meters Scaled)
 ML0391
 ML0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083439(NAD 83)
 ML0391
 ML0391                          SUPERSEDED SURVEY CONTROL
 ML0391
 ML0391  NGVD 29 (??/??/92)  621.356  (m)         2038.57   (f) ADJ UNCH    2 0
 ML0391
 ML0391.Superseded values are not recommended for survey control.
 ML0391
 ML0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0391.See file dsdata.pdf to determine how the superseded data were derived.
 ML0391
 ML0391_MARKER: DB = BENCH MARK DISK
 ML0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0391_STAMPING: R 306 1950
 ML0391_MARK LOGO: CGS
 ML0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0391+STABILITY: SURFACE MOTION
 ML0391
 ML0391  HISTORY     - Date     Condition        Report By
 ML0391  HISTORY     - 1950     MONUMENTED       CGS
 ML0391  HISTORY     - 19950606 GOOD             NGS
 ML0391
 ML0391                          STATION DESCRIPTION
 ML0391
 ML0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0391'2 MI N FROM RAVENNA.
 ML0391'2.0 MILES NORTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0391'AT RAVENNA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, ON THE
 ML0391'SHERMAN-BUFFALO COUNTY LINE, 112 FEET SOUTHEAST OF THE CENTER
 ML0391'LINE OF THE HIGHWAY, 42 FEET NORTHEAST OF A POWER POLE, 5 FEET
 ML0391'NORTH OF THE CENTER LINE OF AN ABANDONED ROAD LEADING EAST,
 ML0391'25 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1.6
 ML0391'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0391'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0391
 ML0391                          STATION RECOVERY (1995)
 ML0391
 ML0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0391'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1610 ***********************************************************************
 MK1610  DESIGNATION -  R 307
 MK1610  PID         -  MK1610
 MK1610  STATE/COUNTY-  NE/NANCE
 MK1610  COUNTRY     -  US
 MK1610  USGS QUAD   -  FULLERTON (2017)
 MK1610
 MK1610                         *CURRENT SURVEY CONTROL
 MK1610  ______________________________________________________________________
 MK1610* NAD 83(1986) POSITION- 41 21 55.     (N) 097 55 36.     (W)   SCALED
 MK1610* NAVD 88 ORTHO HEIGHT -   491.144 (meters)     1611.36  (feet) ADJUSTED
 MK1610  ______________________________________________________________________
 MK1610  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 MK1610  DYNAMIC HEIGHT  -        490.917 (meters)     1610.62  (feet) COMP
 MK1610  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 MK1610
 MK1610  VERT ORDER      -  SECOND    CLASS 0
 MK1610
 MK1610.The horizontal coordinates were scaled from a map and have
 MK1610.an estimated accuracy of +/- 6 seconds.
 MK1610
 MK1610.The orthometric height was determined by differential leveling and
 MK1610.adjusted by the NATIONAL GEODETIC SURVEY
 MK1610.in June 1991.
 MK1610
 MK1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1610.GEOID18 height accuracy estimate available here.
 MK1610
 MK1610.Click photographs - Photos may exist for this station.
 MK1610
 MK1610.The dynamic height is computed by dividing the NAVD 88
 MK1610.geopotential number by the normal gravity value computed on the
 MK1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1610.degrees latitude (g = 980.6199 gals.).
 MK1610
 MK1610.The modeled gravity was interpolated from observed gravity values.
 MK1610
 MK1610;                    North         East    Units  Estimated Accuracy
 MK1610;SPC NE       -   172,160.      673,400.      MT  (+/- 180 meters Scaled)
 MK1610
 MK1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL897798(NAD 83)
 MK1610
 MK1610                          SUPERSEDED SURVEY CONTROL
 MK1610
 MK1610  NGVD 29 (??/??/92)  490.927  (m)         1610.65   (f) ADJ UNCH    2 0
 MK1610
 MK1610.Superseded values are not recommended for survey control.
 MK1610
 MK1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1610.See file dsdata.pdf to determine how the superseded data were derived.
 MK1610
 MK1610_MARKER: DB = BENCH MARK DISK
 MK1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1610_STAMPING: R 307 1950
 MK1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1610+STABILITY: SURFACE MOTION
 MK1610
 MK1610  HISTORY     - Date     Condition        Report By
 MK1610  HISTORY     - 1950     MONUMENTED       CGS
 MK1610
 MK1610                          STATION DESCRIPTION
 MK1610
 MK1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1610'5.4 MI E FROM FULLERTON.
 MK1610'1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1610'FULLERTON, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1610'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 MK1610'A SAND ROAD, AT THE FLIGHT AIRPORT, 87 FEET NORTH OF THE NORTHWEST
 MK1610'CORNER OF AN OLD FARMHOUSE, 9 FEET WEST OF THE SOUTHWEST CORNER
 MK1610'OF THE MOST WESTERLY ONE OF TWO HANGARS, 3 FEET SOUTHWEST OF A
 MK1610'HANGAR DOOR SUPPORT, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 MK1610'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK1610'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1587 ***********************************************************************
 MK1587  DESIGNATION -  R 308
 MK1587  PID         -  MK1587
 MK1587  STATE/COUNTY-  NE/NANCE
 MK1587  COUNTRY     -  US
 MK1587  USGS QUAD   -  GENOA (2017)
 MK1587
 MK1587                         *CURRENT SURVEY CONTROL
 MK1587  ______________________________________________________________________
 MK1587* NAD 83(1986) POSITION- 41 26 54.     (N) 097 44 33.     (W)   SCALED
 MK1587* NAVD 88 ORTHO HEIGHT -   486.243 (meters)     1595.28  (feet) ADJUSTED
 MK1587  ______________________________________________________________________
 MK1587  GEOID HEIGHT    -        -25.083 (meters)                     GEOID18
 MK1587  DYNAMIC HEIGHT  -        486.017 (meters)     1594.54  (feet) COMP
 MK1587  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 MK1587
 MK1587  VERT ORDER      -  SECOND    CLASS 0
 MK1587
 MK1587.The horizontal coordinates were scaled from a map and have
 MK1587.an estimated accuracy of +/- 6 seconds.
 MK1587
 MK1587.The orthometric height was determined by differential leveling and
 MK1587.adjusted by the NATIONAL GEODETIC SURVEY
 MK1587.in June 1991.
 MK1587
 MK1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1587.GEOID18 height accuracy estimate available here.
 MK1587
 MK1587.Click photographs - Photos may exist for this station.
 MK1587
 MK1587.The dynamic height is computed by dividing the NAVD 88
 MK1587.geopotential number by the normal gravity value computed on the
 MK1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1587.degrees latitude (g = 980.6199 gals.).
 MK1587
 MK1587.The modeled gravity was interpolated from observed gravity values.
 MK1587
 MK1587;                    North         East    Units  Estimated Accuracy
 MK1587;SPC NE       -   181,770.      688,560.      MT  (+/- 180 meters Scaled)
 MK1587
 MK1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL050892(NAD 83)
 MK1587
 MK1587                          SUPERSEDED SURVEY CONTROL
 MK1587
 MK1587  NGVD 29 (??/??/92)  486.034  (m)         1594.60   (f) ADJ UNCH    2 0
 MK1587
 MK1587.Superseded values are not recommended for survey control.
 MK1587
 MK1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1587.See file dsdata.pdf to determine how the superseded data were derived.
 MK1587
 MK1587_MARKER: DB = BENCH MARK DISK
 MK1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1587_STAMPING: R 308 1950
 MK1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1587+STABILITY: SURFACE MOTION
 MK1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1587+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 MK1587
 MK1587  HISTORY     - Date     Condition        Report By
 MK1587  HISTORY     - 1950     MONUMENTED       CGS
 MK1587  HISTORY     - 20091105 GOOD             NEDR
 MK1587  HISTORY     - 20091201 GOOD             NEDR
 MK1587
 MK1587                          STATION DESCRIPTION
 MK1587
 MK1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1587'AT GENOA.
 MK1587'AT GENOA, AT THE JUNCTION OF STATE HIGHWAYS 22 AND 39, 0.65 MILE
 MK1587'WEST OF THE POST OFFICE, 142 FEET SOUTHWEST OF THE CENTER LINE
 MK1587'OF STATE HIGHWAY 39, 91 FEET SOUTH OF UNION PACIFIC RAILROAD
 MK1587'MILEPOST 12, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MK1587'RAILROAD, 73 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 MK1587'22, 1 FOOT NORTHEAST OF A FENCE, 2.5 FEET SOUTHEAST OF A WITNESS
 MK1587'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1587'ABOVE THE GROUND.
 MK1587
 MK1587                          STATION RECOVERY (2009)
 MK1587
 MK1587'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1587'WGS84  41 26'54.34746''N  97 44'33.32532''W
 MK1587
 MK1587                          STATION RECOVERY (2009)
 MK1587
 MK1587'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1587'41 26'54.35''N   97 44'33.33''W  WGS84
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1424 ***********************************************************************
 MK1424  DESIGNATION -  R 309
 MK1424  PID         -  MK1424
 MK1424  STATE/COUNTY-  NE/MERRICK
 MK1424  COUNTRY     -  US
 MK1424  USGS QUAD   -  SILVER CREEK (2017)
 MK1424
 MK1424                         *CURRENT SURVEY CONTROL
 MK1424  ______________________________________________________________________
 MK1424* NAD 83(1986) POSITION- 41 21 34.     (N) 097 41 40.     (W)   SCALED
 MK1424* NAVD 88 ORTHO HEIGHT -   480.277 (meters)     1575.71  (feet) ADJUSTED
 MK1424  ______________________________________________________________________
 MK1424  GEOID HEIGHT    -        -25.241 (meters)                     GEOID18
 MK1424  DYNAMIC HEIGHT  -        480.055 (meters)     1574.98  (feet) COMP
 MK1424  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 MK1424
 MK1424  VERT ORDER      -  SECOND    CLASS 0
 MK1424
 MK1424.The horizontal coordinates were scaled from a map and have
 MK1424.an estimated accuracy of +/- 6 seconds.
 MK1424
 MK1424.The orthometric height was determined by differential leveling and
 MK1424.adjusted by the NATIONAL GEODETIC SURVEY
 MK1424.in June 1991.
 MK1424
 MK1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1424.GEOID18 height accuracy estimate available here.
 MK1424
 MK1424.Click photographs - Photos may exist for this station.
 MK1424
 MK1424.The dynamic height is computed by dividing the NAVD 88
 MK1424.geopotential number by the normal gravity value computed on the
 MK1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1424.degrees latitude (g = 980.6199 gals.).
 MK1424
 MK1424.The modeled gravity was interpolated from observed gravity values.
 MK1424
 MK1424;                    North         East    Units  Estimated Accuracy
 MK1424;SPC NE       -   172,010.      692,830.      MT  (+/- 180 meters Scaled)
 MK1424
 MK1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092794(NAD 83)
 MK1424
 MK1424                          SUPERSEDED SURVEY CONTROL
 MK1424
 MK1424  NGVD 29 (??/??/92)  480.073  (m)         1575.04   (f) ADJ UNCH    2 0
 MK1424
 MK1424.Superseded values are not recommended for survey control.
 MK1424
 MK1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1424.See file dsdata.pdf to determine how the superseded data were derived.
 MK1424
 MK1424_MARKER: DB = BENCH MARK DISK
 MK1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1424_STAMPING: R 309 1950
 MK1424_MARK LOGO: CGS
 MK1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1424+STABILITY: SURFACE MOTION
 MK1424
 MK1424  HISTORY     - Date     Condition        Report By
 MK1424  HISTORY     - 1950     MONUMENTED       CGS
 MK1424
 MK1424                          STATION DESCRIPTION
 MK1424
 MK1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1424'4.7 MI NW FROM SILVER CREEK.
 MK1424'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1424'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD,
 MK1424'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 MK1424'NORTH ALONG STATE HIGHWAY 39, 0.1 MILE SOUTH OF A CONCRETE BLOCK
 MK1424'FARMHOUSE WHICH IS ON THE EAST SIDE OF THE HIGHWAY, 37 FEET
 MK1424'WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF TELEPHONE
 MK1424'POLE 5, 20 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2 FEET
 MK1424'SOUTHWEST OF A FENCE CORNER, 1.3 FEET WEST OF A FENCE, 1 FOOT
 MK1424'SOUTH OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE
 MK1424'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1425 ***********************************************************************
 MK1425  DESIGNATION -  R 309 RESET
 MK1425  PID         -  MK1425
 MK1425  STATE/COUNTY-  NE/MERRICK
 MK1425  COUNTRY     -  US
 MK1425  USGS QUAD   -  SILVER CREEK (2017)
 MK1425
 MK1425                         *CURRENT SURVEY CONTROL
 MK1425  ______________________________________________________________________
 MK1425* NAD 83(1986) POSITION- 41 21 33.     (N) 097 41 40.     (W)   SCALED
 MK1425* NAVD 88 ORTHO HEIGHT -   480.42  (meters)     1576.2   (feet) RESET
 MK1425  ______________________________________________________________________
 MK1425  GEOID HEIGHT    -        -25.241 (meters)                     GEOID18
 MK1425  VERT ORDER      -  THIRD
 MK1425
 MK1425.The horizontal coordinates were scaled from a map and have
 MK1425.an estimated accuracy of +/- 6 seconds.
 MK1425
 MK1425.The orthometric height was computed from unverified reset data.
 MK1425
 MK1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1425.GEOID18 height accuracy estimate available here.
 MK1425
 MK1425.Click photographs - Photos may exist for this station.
 MK1425
 MK1425;                    North         East    Units  Estimated Accuracy
 MK1425;SPC NE       -   171,980.      692,830.      MT  (+/- 180 meters Scaled)
 MK1425
 MK1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092794(NAD 83)
 MK1425
 MK1425                          SUPERSEDED SURVEY CONTROL
 MK1425
 MK1425  NGVD 29 (??/??/??)  480.22   (m)         1575.5    (f) RESET       3  
 MK1425
 MK1425.Superseded values are not recommended for survey control.
 MK1425
 MK1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1425.See file dsdata.pdf to determine how the superseded data were derived.
 MK1425
 MK1425_MARKER: DB = BENCH MARK DISK
 MK1425_STAMPING: R 309 1950 RESET 1960
 MK1425_MARK LOGO: CGS
 MK1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1425+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2010
 MK1425
 MK1425  HISTORY     - Date     Condition        Report By
 MK1425  HISTORY     - 1960     MONUMENTED       CGS
 MK1425  HISTORY     - 20101001 GOOD             INDIV
 MK1425
 MK1425                          STATION DESCRIPTION
 MK1425
 MK1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1425'0.1 MI NW FROM SILVER CREEK.
 MK1425'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1425'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MK1425'0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.5 MILES NORTH ALONG
 MK1425'STATE HIGHWAY 39, 0.1 MILE SOUTH OF A CONCRETE BLOCK FARMHOUSE
 MK1425'WHICH IS ON THE EAST SIDE OF THE HIGHWAY, 65 FEET WEST OF THE CENTER
 MK1425'OF STATE HIGHWAY 39, 10 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 MK1425'EAST OF A FENCE, ONE FOOT SOUTH OF A STEEL WITNESS POST AND
 MK1425'PROJECTING 4 INCHES.
 MK1425
 MK1425                          STATION RECOVERY (2010)
 MK1425
 MK1425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0251 ***********************************************************************
 MM0251  CBN         -  This is a Cooperative Base Network Control Station.
 MM0251  DESIGNATION -  R 31
 MM0251  PID         -  MM0251
 MM0251  STATE/COUNTY-  NE/ARTHUR
 MM0251  COUNTRY     -  US
 MM0251  USGS QUAD   -  ARTHUR (2017)
 MM0251
 MM0251                         *CURRENT SURVEY CONTROL
 MM0251  ______________________________________________________________________
 MM0251* NAD 83(2011) POSITION- 41 33 41.06562(N) 101 42 40.40500(W)   ADJUSTED
 MM0251* NAD 83(2011) ELLIP HT-  1096.079 (meters)        (06/27/12)   ADJUSTED
 MM0251* NAD 83(2011) EPOCH   -  2010.00
 MM0251* NAVD 88 ORTHO HEIGHT -  1116.411 (meters)     3662.76  (feet) ADJUSTED
 MM0251  ______________________________________________________________________
 MM0251  GEOID HEIGHT    -        -20.320 (meters)                     GEOID18
 MM0251  NAD 83(2011) X  -   -970,296.234 (meters)                     COMP
 MM0251  NAD 83(2011) Y  - -4,680,765.627 (meters)                     COMP
 MM0251  NAD 83(2011) Z  -  4,210,004.975 (meters)                     COMP
 MM0251  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 MM0251  DYNAMIC HEIGHT  -       1115.728 (meters)     3660.52  (feet) COMP
 MM0251  MODELED GRAVITY -    979,972.2   (mgal)                       NAVD 88
 MM0251
 MM0251  VERT ORDER      -  SECOND    CLASS 0
 MM0251
 MM0251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0251  Standards:
 MM0251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0251  -------------------------------------------------------------------
 MM0251  NETWORK    0.46   1.27           0.22   0.14   0.65     -0.00234970
 MM0251  -------------------------------------------------------------------
 MM0251  Click here for local accuracies and other accuracy information.
 MM0251
 MM0251.The horizontal coordinates were established by GPS observations
 MM0251.and adjusted by the National Geodetic Survey in June 2012.
 MM0251
 MM0251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0251.been affixed to the stable North American tectonic plate. See 
 MM0251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0251
 MM0251.The horizontal coordinates are valid at the epoch date displayed above
 MM0251.which is a decimal equivalence of Year/Month/Day.
 MM0251
 MM0251.The orthometric height was determined by differential leveling and
 MM0251.adjusted by the NATIONAL GEODETIC SURVEY
 MM0251.in June 1991.
 MM0251
 MM0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0251.GEOID18 height accuracy estimate available here.
 MM0251
 MM0251.Click photographs - Photos may exist for this station.
 MM0251
 MM0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0251
 MM0251.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0251
 MM0251.The ellipsoidal height was determined by GPS observations
 MM0251.and is referenced to NAD 83.
 MM0251
 MM0251.The dynamic height is computed by dividing the NAVD 88
 MM0251.geopotential number by the normal gravity value computed on the
 MM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0251.degrees latitude (g = 980.6199 gals.).
 MM0251
 MM0251.The modeled gravity was interpolated from observed gravity values.
 MM0251
 MM0251. The following values were computed from the NAD 83(2011) position.
 MM0251
 MM0251;                    North         East     Units Scale Factor Converg.
 MM0251;SPC NE       -   193,271.972   357,312.422   MT  0.99965906   -1 08 02.5
 MM0251;SPC NE       -   634,093.13  1,172,282.50   sFT  0.99965906   -1 08 02.5
 MM0251;UTM  14      - 4,604,631.745   273,917.401   MT  1.00022905   -1 47 58.0
 MM0251
 MM0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0251!SPC NE       -   0.99982811  x   0.99965906  =   0.99948723
 MM0251!UTM  14      -   0.99982811  x   1.00022905  =   1.00005712
 MM0251
 MM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7391704631(NAD 83)
 MM0251
 MM0251                          SUPERSEDED SURVEY CONTROL
 MM0251
 MM0251  NAD 83(2007)-  41 33 41.06548(N)    101 42 40.40586(W) AD(2002.00) 0
 MM0251  ELLIP H (02/10/07) 1096.105  (m)                       GP(2002.00)    
 MM0251  ELLIP H (09/24/01) 1096.087  (m)                       GP(       ) 4 1
 MM0251  NAD 83(1995)-  41 33 41.06504(N)    101 42 40.40563(W) AD(       ) B
 MM0251  ELLIP H (06/25/96) 1096.130  (m)                       GP(       ) 1 1
 MM0251  NAVD 88            1116.41   (m)         3662.8    (f) LEVELING    3  
 MM0251  NGVD 29 (??/??/92) 1115.930  (m)         3661.18   (f) ADJ UNCH    2 0
 MM0251
 MM0251.Superseded values are not recommended for survey control.
 MM0251
 MM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0251.See file dsdata.pdf to determine how the superseded data were derived.
 MM0251
 MM0251_MARKER: DB = BENCH MARK DISK
 MM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0251_STAMPING: R 31 1934
 MM0251_MARK LOGO: CGS
 MM0251_PROJECTION: PROJECTING 9 CENTIMETERS
 MM0251_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0251+STABILITY: SURFACE MOTION
 MM0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0251+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 MM0251
 MM0251  HISTORY     - Date     Condition        Report By
 MM0251  HISTORY     - 1934     MONUMENTED       CGS
 MM0251  HISTORY     - 1941     GOOD             CGS
 MM0251  HISTORY     - 19950517 GOOD             NGS
 MM0251  HISTORY     - 20150609 GOOD             NEGS
 MM0251  HISTORY     - 20181105 GOOD             NEGS
 MM0251
 MM0251                          STATION DESCRIPTION
 MM0251
 MM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0251'1.4 MI S FROM ARTHUR.
 MM0251'1.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0251'COUNTY, 38 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MM0251'9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0251'STAMPED R 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0251
 MM0251                          STATION RECOVERY (1995)
 MM0251
 MM0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0251'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) SOUTHWEST OF ARTHUR, 0.35
 MM0251'MI (0.56 KM) WEST OF THE ARTHUR CEMETERY, SOUTH OF AND OPPOSITE THE
 MM0251'CENTER OF THE RUNWAY OF THE ARTHUR AIRPORT, ON HIGHWAY RIGHT-OF-WAY
 MM0251'AND IN THE NW1/4, SEC4, T18N, R38W.  TO REACH THE MARK FROM THE
 MM0251'COURTHOUSE IN ARTHUR, GO SOUTHWESTERLY ON STATE HIGHWAYS 92 AND 61 FOR
 MM0251'1.25 MI (2.01 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE
 MM0251'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3 FT (9.1 CM)
 MM0251'ABOVE THE GROUND.  IT IS 209.5 FT (63.9 M) SOUTH FROM THE CENTERLINE
 MM0251'OF THE HIGHWAY, 42.0 FT (12.8 M) NORTH FROM AN EAST/WEST FENCE AND
 MM0251'1.65 FT (0.50 M) EAST FROM A WITNESS POST.  REBAR WAS DRIVEN ALONG THE
 MM0251'NORTH SIDE OF THE MARK.  4 WHEEL DRIVE VEHICLE RECOMMENDED IN ORDER TO
 MM0251'DRIVE UP TO STATION AS GROUND IS OF SANDY NATURE.
 MM0251
 MM0251                          STATION RECOVERY (2015)
 MM0251
 MM0251'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0251'RECOVERED IN GOOD CONDITION.
 MM0251
 MM0251                          STATION RECOVERY (2018)
 MM0251
 MM0251'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0251'TO REACH FROM NEBRASKA STATE HIGHWAY 61 AND HAWKINS STREET IN ARTHUR,
 MM0251'GO SOUTH ON NE. HIGHWAY 61 APPROXIMATELY 1.38 MI (2.22 KM) TO THE
 MM0251'STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 MM0251'
 MM0251'THE MARK IS LOCATED APPROXIMATELY 209.5 FT (63.9 M) SOUTH OF THE
 MM0251'CENTERLINE OF NE. HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0534 ***********************************************************************
 ML0534  DESIGNATION -  R 310
 ML0534  PID         -  ML0534
 ML0534  STATE/COUNTY-  NE/WHEELER
 ML0534  COUNTRY     -  US
 ML0534  USGS QUAD   -  GREELEY NE (2017)
 ML0534
 ML0534                         *CURRENT SURVEY CONTROL
 ML0534  ______________________________________________________________________
 ML0534* NAD 83(1986) POSITION- 41 44 26.     (N) 098 34 15.     (W)   SCALED
 ML0534* NAVD 88 ORTHO HEIGHT -   612.376 (meters)     2009.10  (feet) ADJUSTED
 ML0534  ______________________________________________________________________
 ML0534  GEOID HEIGHT    -        -24.316 (meters)                     GEOID18
 ML0534  DYNAMIC HEIGHT  -        612.085 (meters)     2008.15  (feet) COMP
 ML0534  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 ML0534
 ML0534  VERT ORDER      -  SECOND    CLASS 0
 ML0534
 ML0534.The horizontal coordinates were scaled from a map and have
 ML0534.an estimated accuracy of +/- 6 seconds.
 ML0534
 ML0534.The orthometric height was determined by differential leveling and
 ML0534.adjusted by the NATIONAL GEODETIC SURVEY
 ML0534.in June 1991.
 ML0534
 ML0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0534.GEOID18 height accuracy estimate available here.
 ML0534
 ML0534.Click photographs - Photos may exist for this station.
 ML0534
 ML0534.The dynamic height is computed by dividing the NAVD 88
 ML0534.geopotential number by the normal gravity value computed on the
 ML0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0534.degrees latitude (g = 980.6199 gals.).
 ML0534
 ML0534.The modeled gravity was interpolated from observed gravity values.
 ML0534
 ML0534;                    North         East    Units  Estimated Accuracy
 ML0534;SPC NE       -   212,730.      618,840.      MT  (+/- 180 meters Scaled)
 ML0534
 ML0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM356210(NAD 83)
 ML0534
 ML0534                          SUPERSEDED SURVEY CONTROL
 ML0534
 ML0534  NGVD 29 (??/??/92)  612.134  (m)         2008.31   (f) ADJ UNCH    2 0
 ML0534
 ML0534.Superseded values are not recommended for survey control.
 ML0534
 ML0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0534.See file dsdata.pdf to determine how the superseded data were derived.
 ML0534
 ML0534_MARKER: DB = BENCH MARK DISK
 ML0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0534_STAMPING: R 310 1950
 ML0534_MARK LOGO: CGS
 ML0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0534+STABILITY: SURFACE MOTION
 ML0534
 ML0534  HISTORY     - Date     Condition        Report By
 ML0534  HISTORY     - 1950     MONUMENTED       CGS
 ML0534
 ML0534                          STATION DESCRIPTION
 ML0534
 ML0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0534'7.2 MI SE FROM ERICSON.
 ML0534'7.15 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0534'BANK AT ERICSON, 1.2 MILES WEST OF U.S. HIGHWAY 281, AT THE
 ML0534'SOUTHWEST CORNER OF A GROVE OF COTTONWOOD TREES, 52 FEET NORTH
 ML0534'OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST OF THE CENTER
 ML0534'OF A GATE, 1.3 FEET SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF
 ML0534'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0534'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1681 ***********************************************************************
 MK1681  DESIGNATION -  R 311
 MK1681  PID         -  MK1681
 MK1681  STATE/COUNTY-  NE/MADISON
 MK1681  COUNTRY     -  US
 MK1681  USGS QUAD   -  CLOSTER NE (2017)
 MK1681
 MK1681                         *CURRENT SURVEY CONTROL
 MK1681  ______________________________________________________________________
 MK1681* NAD 83(1986) POSITION- 41 54 59.     (N) 097 49 57.     (W)   SCALED
 MK1681* NAVD 88 ORTHO HEIGHT -   593.349 (meters)     1946.68  (feet) ADJUSTED
 MK1681  ______________________________________________________________________
 MK1681  GEOID HEIGHT    -        -24.451 (meters)                     GEOID18
 MK1681  DYNAMIC HEIGHT  -        593.104 (meters)     1945.88  (feet) COMP
 MK1681  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 MK1681
 MK1681  VERT ORDER      -  SECOND    CLASS 0
 MK1681
 MK1681.The horizontal coordinates were scaled from a map and have
 MK1681.an estimated accuracy of +/- 6 seconds.
 MK1681
 MK1681.The orthometric height was determined by differential leveling and
 MK1681.adjusted by the NATIONAL GEODETIC SURVEY
 MK1681.in June 1991.
 MK1681
 MK1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1681.GEOID18 height accuracy estimate available here.
 MK1681
 MK1681.Click photographs - Photos may exist for this station.
 MK1681
 MK1681.The dynamic height is computed by dividing the NAVD 88
 MK1681.geopotential number by the normal gravity value computed on the
 MK1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1681.degrees latitude (g = 980.6199 gals.).
 MK1681
 MK1681.The modeled gravity was interpolated from observed gravity values.
 MK1681
 MK1681;                    North         East    Units  Estimated Accuracy
 MK1681;SPC NE       -   233,530.      679,740.      MT  (+/- 180 meters Scaled)
 MK1681
 MK1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM968411(NAD 83)
 MK1681
 MK1681                          SUPERSEDED SURVEY CONTROL
 MK1681
 MK1681  NGVD 29 (??/??/92)  593.136  (m)         1945.98   (f) ADJ UNCH    2 0
 MK1681
 MK1681.Superseded values are not recommended for survey control.
 MK1681
 MK1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1681.See file dsdata.pdf to determine how the superseded data were derived.
 MK1681
 MK1681_MARKER: DB = BENCH MARK DISK
 MK1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1681_STAMPING: R 311 1950
 MK1681_MARK LOGO: CGS
 MK1681_PROJECTION: FLUSH
 MK1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1681+STABILITY: SURFACE MOTION
 MK1681
 MK1681  HISTORY     - Date     Condition        Report By
 MK1681  HISTORY     - 1950     MONUMENTED       CGS
 MK1681  HISTORY     - 1971     GOOD             NGS
 MK1681  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1681
 MK1681                          STATION DESCRIPTION
 MK1681
 MK1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1681'9.1 MI S FROM TILDEN.
 MK1681'9.1 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 MK1681'HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN, IN
 MK1681'THE NORTHEAST ANGLE OF A T-ROAD INTERSECTION, 104 FEET EAST OF
 MK1681'THE CENTER OF STATE HIGHWAY 39, 34 FEET NORTH OF THE CENTER OF
 MK1681'AN EAST-WEST ROAD, 2 FEET EAST OF A POWERLINE POLE, 2 FEET
 MK1681'NORTHEAST OF A 4 X 4-INCH WOODEN WITNESS POST, SET IN TOP OF A
 MK1681'12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MK1681'SURFACE.
 MK1681
 MK1681                          STATION RECOVERY (2009)
 MK1681
 MK1681'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1681'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0039 ***********************************************************************
 ML0039  DESIGNATION -  R 312
 ML0039  PID         -  ML0039
 ML0039  STATE/COUNTY-  NE/BOONE
 ML0039  COUNTRY     -  US
 ML0039  USGS QUAD   -  ALBION WEST (2017)
 ML0039
 ML0039                         *CURRENT SURVEY CONTROL
 ML0039  ______________________________________________________________________
 ML0039* NAD 83(1986) POSITION- 41 43 11.     (N) 098 03 45.     (W)   SCALED
 ML0039* NAVD 88 ORTHO HEIGHT -   549.129 (meters)     1801.60  (feet) ADJUSTED
 ML0039  ______________________________________________________________________
 ML0039  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 ML0039  DYNAMIC HEIGHT  -        548.885 (meters)     1800.80  (feet) COMP
 ML0039  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 ML0039
 ML0039  VERT ORDER      -  SECOND    CLASS 0
 ML0039
 ML0039.This mark is at Albion Municipal Airport (BVN)
 ML0039
 ML0039.The horizontal coordinates were scaled from a map and have
 ML0039.an estimated accuracy of +/- 6 seconds.
 ML0039
 ML0039.The orthometric height was determined by differential leveling and
 ML0039.adjusted by the NATIONAL GEODETIC SURVEY
 ML0039.in June 1991.
 ML0039
 ML0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0039.GEOID18 height accuracy estimate available here.
 ML0039
 ML0039.Click photographs - Photos may exist for this station.
 ML0039
 ML0039.The dynamic height is computed by dividing the NAVD 88
 ML0039.geopotential number by the normal gravity value computed on the
 ML0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0039.degrees latitude (g = 980.6199 gals.).
 ML0039
 ML0039.The modeled gravity was interpolated from observed gravity values.
 ML0039
 ML0039;                    North         East    Units  Estimated Accuracy
 ML0039;SPC NE       -   211,240.      661,160.      MT  (+/- 180 meters Scaled)
 ML0039
 ML0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779190(NAD 83)
 ML0039
 ML0039                          SUPERSEDED SURVEY CONTROL
 ML0039
 ML0039  NGVD 29 (??/??/92)  548.904  (m)         1800.86   (f) ADJ UNCH    2 0
 ML0039
 ML0039.Superseded values are not recommended for survey control.
 ML0039
 ML0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0039.See file dsdata.pdf to determine how the superseded data were derived.
 ML0039
 ML0039_MARKER: DB = BENCH MARK DISK
 ML0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0039_STAMPING: R 312 1950
 ML0039_MARK LOGO: CGS
 ML0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0039+STABILITY: SURFACE MOTION
 ML0039
 ML0039  HISTORY     - Date     Condition        Report By
 ML0039  HISTORY     - 1950     MONUMENTED       CGS
 ML0039  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0039
 ML0039                          STATION DESCRIPTION
 ML0039
 ML0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0039'4.2 MI NW FROM ALBION.
 ML0039'0.2 MILE WEST ALONG CHURCH STREET FROM THE POST OFFICE AT ALBION,
 ML0039'THENCE 0.3 MILE NORTH ALONG 6TH STREET, THENCE 3.7 MILES NORTHWEST
 ML0039'ALONG A GRAVELED ROAD, AT THE PACKARD AIRPORT, 37 FEET EAST OF THE
 ML0039'CENTER OF THE MAIN GATE, 16 FEET SOUTH OF A FENCE, 5.1 FEET
 ML0039'SOUTHWEST OF THE NORTHWEST CORNER OF THE MOST EASTERLY HANGAR,
 ML0039'34.4 FEET NORTH OF THE SOUTHWEST CORNER OF THE HANGAR, SET IN THE
 ML0039'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 ML0039
 ML0039                          STATION RECOVERY (1954)
 ML0039
 ML0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0098 ***********************************************************************
 ML0098  DESIGNATION -  R 313
 ML0098  PID         -  ML0098
 ML0098  STATE/COUNTY-  NE/WHEELER
 ML0098  COUNTRY     -  US
 ML0098  USGS QUAD   -  MUD CREEK (2017)
 ML0098
 ML0098                         *CURRENT SURVEY CONTROL
 ML0098  ______________________________________________________________________
 ML0098* NAD 83(1986) POSITION- 41 47 06.     (N) 098 18 48.     (W)   SCALED
 ML0098* NAVD 88 ORTHO HEIGHT -   650.733 (meters)     2134.95  (feet) ADJUSTED
 ML0098  ______________________________________________________________________
 ML0098  GEOID HEIGHT    -        -24.411 (meters)                     GEOID18
 ML0098  DYNAMIC HEIGHT  -        650.434 (meters)     2133.97  (feet) COMP
 ML0098  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 ML0098
 ML0098  VERT ORDER      -  SECOND    CLASS 0
 ML0098
 ML0098.The horizontal coordinates were scaled from a map and have
 ML0098.an estimated accuracy of +/- 6 seconds.
 ML0098
 ML0098.The orthometric height was determined by differential leveling and
 ML0098.adjusted by the NATIONAL GEODETIC SURVEY
 ML0098.in June 1991.
 ML0098
 ML0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0098.GEOID18 height accuracy estimate available here.
 ML0098
 ML0098.Click photographs - Photos may exist for this station.
 ML0098
 ML0098.The dynamic height is computed by dividing the NAVD 88
 ML0098.geopotential number by the normal gravity value computed on the
 ML0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0098.degrees latitude (g = 980.6199 gals.).
 ML0098
 ML0098.The modeled gravity was interpolated from observed gravity values.
 ML0098
 ML0098;                    North         East    Units  Estimated Accuracy
 ML0098;SPC NE       -   218,050.      640,160.      MT  (+/- 180 meters Scaled)
 ML0098
 ML0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM570261(NAD 83)
 ML0098
 ML0098                          SUPERSEDED SURVEY CONTROL
 ML0098
 ML0098  NGVD 29 (??/??/92)  650.493  (m)         2134.16   (f) ADJ UNCH    2 0
 ML0098
 ML0098.Superseded values are not recommended for survey control.
 ML0098
 ML0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0098.See file dsdata.pdf to determine how the superseded data were derived.
 ML0098
 ML0098_MARKER: DB = BENCH MARK DISK
 ML0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0098_STAMPING: R 313 1950
 ML0098_MARK LOGO: CGS
 ML0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0098+STABILITY: SURFACE MOTION
 ML0098
 ML0098  HISTORY     - Date     Condition        Report By
 ML0098  HISTORY     - 1950     MONUMENTED       CGS
 ML0098
 ML0098                          STATION DESCRIPTION
 ML0098
 ML0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0098'9.7 MI NE FROM SPALDING.
 ML0098'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0098'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 3.1 MILES EAST
 ML0098'ALONG A SAND ROAD, 0.15 MILE SOUTHWEST OF A FARMHOUSE, 0.1 MILE
 ML0098'EAST OF A ROAD INTERSECTION, AT THE TOP OF A HILL, 25 FEET
 ML0098'NORTH OF THE CENTER LINE OF THE ROAD, 3.3 FEET SOUTH OF A FENCE,
 ML0098'1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0098'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0928 ***********************************************************************
 ML0928  DESIGNATION -  R 314
 ML0928  PID         -  ML0928
 ML0928  STATE/COUNTY-  NE/BLAINE
 ML0928  COUNTRY     -  US
 ML0928  USGS QUAD   -  BREWSTER SE (2017)
 ML0928
 ML0928                         *CURRENT SURVEY CONTROL
 ML0928  ______________________________________________________________________
 ML0928* NAD 83(1986) POSITION- 41 50 59.     (N) 099 51 44.     (W)   SCALED
 ML0928* NAVD 88 ORTHO HEIGHT -   793.211 (meters)     2602.39  (feet) ADJUSTED
 ML0928  ______________________________________________________________________
 ML0928  GEOID HEIGHT    -        -22.411 (meters)                     GEOID18
 ML0928  DYNAMIC HEIGHT  -        792.821 (meters)     2601.11  (feet) COMP
 ML0928  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 ML0928
 ML0928  VERT ORDER      -  SECOND    CLASS 0
 ML0928
 ML0928.The horizontal coordinates were scaled from a map and have
 ML0928.an estimated accuracy of +/- 6 seconds.
 ML0928
 ML0928.The orthometric height was determined by differential leveling and
 ML0928.adjusted by the NATIONAL GEODETIC SURVEY
 ML0928.in June 1991.
 ML0928
 ML0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0928.GEOID18 height accuracy estimate available here.
 ML0928
 ML0928.Click photographs - Photos may exist for this station.
 ML0928
 ML0928.The dynamic height is computed by dividing the NAVD 88
 ML0928.geopotential number by the normal gravity value computed on the
 ML0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0928.degrees latitude (g = 980.6199 gals.).
 ML0928
 ML0928.The modeled gravity was interpolated from observed gravity values.
 ML0928
 ML0928;                    North         East    Units  Estimated Accuracy
 ML0928;SPC NE       -   223,880.      511,440.      MT  (+/- 180 meters Scaled)
 ML0928
 ML0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM284334(NAD 83)
 ML0928
 ML0928                          SUPERSEDED SURVEY CONTROL
 ML0928
 ML0928  NGVD 29 (??/??/92)  792.930  (m)         2601.47   (f) ADJ UNCH    2 0
 ML0928
 ML0928.Superseded values are not recommended for survey control.
 ML0928
 ML0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0928.See file dsdata.pdf to determine how the superseded data were derived.
 ML0928
 ML0928_MARKER: DB = BENCH MARK DISK
 ML0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0928_STAMPING: R 314 1950
 ML0928_MARK LOGO: CGS
 ML0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0928+STABILITY: SURFACE MOTION
 ML0928
 ML0928  HISTORY     - Date     Condition        Report By
 ML0928  HISTORY     - 1950     MONUMENTED       CGS
 ML0928
 ML0928                          STATION DESCRIPTION
 ML0928
 ML0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0928'13.5 MI NE FROM DUNNING.
 ML0928'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0928'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 11.0 MILES NORTHEAST
 ML0928'ALONG A WINDING SAND ROAD, ALONG A NORTH AND SOUTH FENCE, ON THE
 ML0928'SIDE OF A HILL, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT
 ML0928'A CATTLE GUARD, 1 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A
 ML0928'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0928'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0865 ***********************************************************************
 LH0865  DESIGNATION -  R 315
 LH0865  PID         -  LH0865
 LH0865  STATE/COUNTY-  NE/DAWSON
 LH0865  COUNTRY     -  US
 LH0865  USGS QUAD   -  SUMNER (2017)
 LH0865
 LH0865                         *CURRENT SURVEY CONTROL
 LH0865  ______________________________________________________________________
 LH0865* NAD 83(1986) POSITION- 40 58 22.     (N) 099 36 40.     (W)   SCALED
 LH0865* NAVD 88 ORTHO HEIGHT -   739.440 (meters)     2425.98  (feet) ADJUSTED
 LH0865  ______________________________________________________________________
 LH0865  GEOID HEIGHT    -        -23.568 (meters)                     GEOID18
 LH0865  DYNAMIC HEIGHT  -        739.020 (meters)     2424.60  (feet) COMP
 LH0865  MODELED GRAVITY -    980,031.2   (mgal)                       NAVD 88
 LH0865
 LH0865  VERT ORDER      -  SECOND    CLASS 0
 LH0865
 LH0865.The horizontal coordinates were scaled from a map and have
 LH0865.an estimated accuracy of +/- 6 seconds.
 LH0865
 LH0865.The orthometric height was determined by differential leveling and
 LH0865.adjusted by the NATIONAL GEODETIC SURVEY
 LH0865.in June 1991.
 LH0865
 LH0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0865.GEOID18 height accuracy estimate available here.
 LH0865
 LH0865.Click photographs - Photos may exist for this station.
 LH0865
 LH0865.The dynamic height is computed by dividing the NAVD 88
 LH0865.geopotential number by the normal gravity value computed on the
 LH0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0865.degrees latitude (g = 980.6199 gals.).
 LH0865
 LH0865.The modeled gravity was interpolated from observed gravity values.
 LH0865
 LH0865;                    North         East    Units  Estimated Accuracy
 LH0865;SPC NE       -   126,580.      532,720.      MT  (+/- 180 meters Scaled)
 LH0865
 LH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML485359(NAD 83)
 LH0865
 LH0865                          SUPERSEDED SURVEY CONTROL
 LH0865
 LH0865  NGVD 29 (??/??/92)  739.165  (m)         2425.08   (f) ADJ UNCH    2 0
 LH0865
 LH0865.Superseded values are not recommended for survey control.
 LH0865
 LH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0865.See file dsdata.pdf to determine how the superseded data were derived.
 LH0865
 LH0865_MARKER: DB = BENCH MARK DISK
 LH0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0865_STAMPING: R 315 1950
 LH0865_MARK LOGO: CGS
 LH0865_PROJECTION: FLUSH
 LH0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0865+STABILITY: SURFACE MOTION
 LH0865
 LH0865  HISTORY     - Date     Condition        Report By
 LH0865  HISTORY     - 1950     MONUMENTED       CGS
 LH0865
 LH0865                          STATION DESCRIPTION
 LH0865
 LH0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0865'3.2 MI SE FROM EDDYVILLE.
 LH0865'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 LH0865'AT EDDYVILLE, AT THE NORTH EDGE OF A WOODED AREA, 357 FEET WEST
 LH0865'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH TO A
 LH0865'CEMETERY, 90 FEET EAST OF A POWER POLE, 36 FEET SOUTH OF THE
 LH0865'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A FENCE, 1.5 FEET
 LH0865'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0865'IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS 0.9 MILE NORTHWEST
 LH0865'OF BENCH MARK Q 315.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0836 ***********************************************************************
 ML0836  DESIGNATION -  R 316
 ML0836  PID         -  ML0836
 ML0836  STATE/COUNTY-  NE/CUSTER
 ML0836  COUNTRY     -  US
 ML0836  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0836
 ML0836                         *CURRENT SURVEY CONTROL
 ML0836  ______________________________________________________________________
 ML0836* NAD 83(1986) POSITION- 41 05 46.     (N) 099 42 40.     (W)   SCALED
 ML0836* NAVD 88 ORTHO HEIGHT -   769.062 (meters)     2523.16  (feet) ADJUSTED
 ML0836  ______________________________________________________________________
 ML0836  GEOID HEIGHT    -        -23.296 (meters)                     GEOID18
 ML0836  DYNAMIC HEIGHT  -        768.623 (meters)     2521.72  (feet) COMP
 ML0836  MODELED GRAVITY -    980,027.3   (mgal)                       NAVD 88
 ML0836
 ML0836  VERT ORDER      -  SECOND    CLASS 0
 ML0836
 ML0836.The horizontal coordinates were scaled from a map and have
 ML0836.an estimated accuracy of +/- 6 seconds.
 ML0836
 ML0836.The orthometric height was determined by differential leveling and
 ML0836.adjusted by the NATIONAL GEODETIC SURVEY
 ML0836.in June 1991.
 ML0836
 ML0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0836.GEOID18 height accuracy estimate available here.
 ML0836
 ML0836.Click photographs - Photos may exist for this station.
 ML0836
 ML0836.The dynamic height is computed by dividing the NAVD 88
 ML0836.geopotential number by the normal gravity value computed on the
 ML0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0836.degrees latitude (g = 980.6199 gals.).
 ML0836
 ML0836.The modeled gravity was interpolated from observed gravity values.
 ML0836
 ML0836;                    North         East    Units  Estimated Accuracy
 ML0836;SPC NE       -   140,240.      524,260.      MT  (+/- 180 meters Scaled)
 ML0836
 ML0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML402496(NAD 83)
 ML0836
 ML0836                          SUPERSEDED SURVEY CONTROL
 ML0836
 ML0836  NGVD 29 (??/??/92)  768.778  (m)         2522.23   (f) ADJ UNCH    2 0
 ML0836
 ML0836.Superseded values are not recommended for survey control.
 ML0836
 ML0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0836.See file dsdata.pdf to determine how the superseded data were derived.
 ML0836
 ML0836_MARKER: DB = BENCH MARK DISK
 ML0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0836_STAMPING: R 316 1950
 ML0836_MARK LOGO: CGS
 ML0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0836+STABILITY: SURFACE MOTION
 ML0836
 ML0836  HISTORY     - Date     Condition        Report By
 ML0836  HISTORY     - 1950     MONUMENTED       CGS
 ML0836  HISTORY     - 1983     GOOD             LOCSUR
 ML0836  HISTORY     - 20120607 GOOD             NEDR
 ML0836
 ML0836                          STATION DESCRIPTION
 ML0836
 ML0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0836'4.1 MI SE FROM OCONTO.
 ML0836'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION
 ML0836'PACIFIC RAILROAD STATION AT OCONTO, AT A JUNCTION WITH A DIRT
 ML0836'ROAD LEADING EAST, 56 FEET NORTHEAST OF THE CENTER LINE OF
 ML0836'THE HIGHWAY, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT
 ML0836'ROAD LEADING EAST, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ML0836'OF THE RAILROAD, 23 FEET NORTHEAST OF A FENCE, 6 FEET NORTHWEST
 ML0836'OF A POWER POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN
 ML0836'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 ML0836'GROUND.
 ML0836
 ML0836                          STATION RECOVERY (1983)
 ML0836
 ML0836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0836'RECOVERED IN GOOD CONDITION.
 ML0836
 ML0836                          STATION RECOVERY (2012)
 ML0836
 ML0836'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0799 ***********************************************************************
 ML0799  DESIGNATION -  R 317
 ML0799  PID         -  ML0799
 ML0799  STATE/COUNTY-  NE/CUSTER
 ML0799  COUNTRY     -  US
 ML0799  USGS QUAD   -  CALLAWAY (2017)
 ML0799
 ML0799                         *CURRENT SURVEY CONTROL
 ML0799  ______________________________________________________________________
 ML0799* NAD 83(1986) POSITION- 41 19 16.     (N) 099 58 02.     (W)   SCALED
 ML0799* NAVD 88 ORTHO HEIGHT -   781.748 (meters)     2564.78  (feet) ADJUSTED
 ML0799  ______________________________________________________________________
 ML0799  GEOID HEIGHT    -        -22.476 (meters)                     GEOID18
 ML0799  DYNAMIC HEIGHT  -        781.323 (meters)     2563.39  (feet) COMP
 ML0799  MODELED GRAVITY -    980,053.3   (mgal)                       NAVD 88
 ML0799
 ML0799  VERT ORDER      -  SECOND    CLASS 0
 ML0799
 ML0799.The horizontal coordinates were scaled from a map and have
 ML0799.an estimated accuracy of +/- 6 seconds.
 ML0799
 ML0799.The orthometric height was determined by differential leveling and
 ML0799.adjusted by the NATIONAL GEODETIC SURVEY
 ML0799.in June 1991.
 ML0799
 ML0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0799.GEOID18 height accuracy estimate available here.
 ML0799
 ML0799.Click photographs - Photos may exist for this station.
 ML0799
 ML0799.The dynamic height is computed by dividing the NAVD 88
 ML0799.geopotential number by the normal gravity value computed on the
 ML0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0799.degrees latitude (g = 980.6199 gals.).
 ML0799
 ML0799.The modeled gravity was interpolated from observed gravity values.
 ML0799
 ML0799;                    North         East    Units  Estimated Accuracy
 ML0799;SPC NE       -   165,180.      502,740.      MT  (+/- 180 meters Scaled)
 ML0799
 ML0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML190748(NAD 83)
 ML0799
 ML0799                          SUPERSEDED SURVEY CONTROL
 ML0799
 ML0799  NGVD 29 (??/??/92)  781.500  (m)         2563.97   (f) ADJ UNCH    2 0
 ML0799
 ML0799.Superseded values are not recommended for survey control.
 ML0799
 ML0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0799.See file dsdata.pdf to determine how the superseded data were derived.
 ML0799
 ML0799_MARKER: DB = BENCH MARK DISK
 ML0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0799_STAMPING: R 317 1950
 ML0799_MARK LOGO: CGS
 ML0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0799+STABILITY: SURFACE MOTION
 ML0799
 ML0799  HISTORY     - Date     Condition        Report By
 ML0799  HISTORY     - 1950     MONUMENTED       CGS
 ML0799
 ML0799                          STATION DESCRIPTION
 ML0799
 ML0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0799'4 MI NW FROM CALLAWAY.
 ML0799'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0799'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0799'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0799'ROAD, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD, 125 YARDS
 ML0799'(PACED) EAST OF A WOODEN BRIDGE OVER THE SOUTH LOUP RIVER, 0.1
 ML0799'MILE WEST OF A GROVE OF TREES, 33 FEET NORTH OF THE CENTER LINE
 ML0799'OF THE GRAVELED ROAD, 2.0 FEET NORTH OF A WOVEN WIRE FENCE, 1.6
 ML0799'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 ML0799'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0898 ***********************************************************************
 ML0898  DESIGNATION -  R 318
 ML0898  PID         -  ML0898
 ML0898  STATE/COUNTY-  NE/CUSTER
 ML0898  COUNTRY     -  US
 ML0898  USGS QUAD   -  WALWORTH (2017)
 ML0898
 ML0898                         *CURRENT SURVEY CONTROL
 ML0898  ______________________________________________________________________
 ML0898* NAD 83(1986) POSITION- 41 38 25.     (N) 099 35 49.     (W)   SCALED
 ML0898* NAVD 88 ORTHO HEIGHT -   735.475 (meters)     2412.97  (feet) ADJUSTED
 ML0898  ______________________________________________________________________
 ML0898  GEOID HEIGHT    -        -22.852 (meters)                     GEOID18
 ML0898  DYNAMIC HEIGHT  -        735.098 (meters)     2411.73  (feet) COMP
 ML0898  MODELED GRAVITY -    980,085.0   (mgal)                       NAVD 88
 ML0898
 ML0898  VERT ORDER      -  SECOND    CLASS 0
 ML0898
 ML0898.The horizontal coordinates were scaled from a map and have
 ML0898.an estimated accuracy of +/- 6 seconds.
 ML0898
 ML0898.The orthometric height was determined by differential leveling and
 ML0898.adjusted by the NATIONAL GEODETIC SURVEY
 ML0898.in June 1991.
 ML0898
 ML0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0898.GEOID18 height accuracy estimate available here.
 ML0898
 ML0898.Click photographs - Photos may exist for this station.
 ML0898
 ML0898.The dynamic height is computed by dividing the NAVD 88
 ML0898.geopotential number by the normal gravity value computed on the
 ML0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0898.degrees latitude (g = 980.6199 gals.).
 ML0898
 ML0898.The modeled gravity was interpolated from observed gravity values.
 ML0898
 ML0898;                    North         East    Units  Estimated Accuracy
 ML0898;SPC NE       -   200,700.      533,570.      MT  (+/- 180 meters Scaled)
 ML0898
 ML0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM502100(NAD 83)
 ML0898
 ML0898                          SUPERSEDED SURVEY CONTROL
 ML0898
 ML0898  NGVD 29 (??/??/92)  735.200  (m)         2412.07   (f) ADJ UNCH    2 0
 ML0898
 ML0898.Superseded values are not recommended for survey control.
 ML0898
 ML0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0898.See file dsdata.pdf to determine how the superseded data were derived.
 ML0898
 ML0898_MARKER: DB = BENCH MARK DISK
 ML0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0898_STAMPING: R 318 1950
 ML0898_MARK LOGO: CGS
 ML0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0898+STABILITY: SURFACE MOTION
 ML0898
 ML0898  HISTORY     - Date     Condition        Report By
 ML0898  HISTORY     - 1950     MONUMENTED       CGS
 ML0898
 ML0898                          STATION DESCRIPTION
 ML0898
 ML0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0898'2 MI E FROM GATES.
 ML0898'2.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0898'GATES, AT A ROAD JUNCTION, AT THE NORTHWEST CORNER OF A GROVE OF
 ML0898'TREES, 45 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 ML0898'30 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 7.7
 ML0898'FEET SOUTH OF A FORKED ELM TREE, 1.5 FEET NORTH OF A WITNESS
 ML0898'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0898'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0954 ***********************************************************************
 ML0954  DESIGNATION -  R 319
 ML0954  PID         -  ML0954
 ML0954  STATE/COUNTY-  NE/BLAINE
 ML0954  COUNTRY     -  US
 ML0954  USGS QUAD   -  ALMERIA SW (2017)
 ML0954
 ML0954                         *CURRENT SURVEY CONTROL
 ML0954  ______________________________________________________________________
 ML0954* NAD 83(1986) POSITION- 41 50 06.     (N) 099 42 51.     (W)   SCALED
 ML0954* NAVD 88 ORTHO HEIGHT -   769.491 (meters)     2524.57  (feet) ADJUSTED
 ML0954  ______________________________________________________________________
 ML0954  GEOID HEIGHT    -        -22.582 (meters)                     GEOID18
 ML0954  DYNAMIC HEIGHT  -        769.112 (meters)     2523.33  (feet) COMP
 ML0954  MODELED GRAVITY -    980,105.1   (mgal)                       NAVD 88
 ML0954
 ML0954  VERT ORDER      -  SECOND    CLASS 0
 ML0954
 ML0954.The horizontal coordinates were scaled from a map and have
 ML0954.an estimated accuracy of +/- 6 seconds.
 ML0954
 ML0954.The orthometric height was determined by differential leveling and
 ML0954.adjusted by the NATIONAL GEODETIC SURVEY
 ML0954.in June 1991.
 ML0954
 ML0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0954.GEOID18 height accuracy estimate available here.
 ML0954
 ML0954.Click photographs - Photos may exist for this station.
 ML0954
 ML0954.The dynamic height is computed by dividing the NAVD 88
 ML0954.geopotential number by the normal gravity value computed on the
 ML0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0954.degrees latitude (g = 980.6199 gals.).
 ML0954
 ML0954.The modeled gravity was interpolated from observed gravity values.
 ML0954
 ML0954;                    North         East    Units  Estimated Accuracy
 ML0954;SPC NE       -   222,280.      523,740.      MT  (+/- 180 meters Scaled)
 ML0954
 ML0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM407317(NAD 83)
 ML0954
 ML0954                          SUPERSEDED SURVEY CONTROL
 ML0954
 ML0954  NGVD 29 (??/??/92)  769.213  (m)         2523.66   (f) ADJ UNCH    2 0
 ML0954
 ML0954.Superseded values are not recommended for survey control.
 ML0954
 ML0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0954.See file dsdata.pdf to determine how the superseded data were derived.
 ML0954
 ML0954_MARKER: DB = BENCH MARK DISK
 ML0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0954_STAMPING: R 319 1950
 ML0954_MARK LOGO: CGS
 ML0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0954+STABILITY: SURFACE MOTION
 ML0954
 ML0954  HISTORY     - Date     Condition        Report By
 ML0954  HISTORY     - 1950     MONUMENTED       CGS
 ML0954
 ML0954                          STATION DESCRIPTION
 ML0954
 ML0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0954'11.5 MI NW FROM ALMERIA.
 ML0954'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0954'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD,
 ML0954'THENCE 3.35 MILES WEST ALONG A SAND ROAD, THENCE 0.9 MILE NORTH
 ML0954'ALONG A SAND ROAD, AT A WOODEN CORRAL, 645 FEET NORTHEAST OF A
 ML0954'WOODEN WINDMILL, 450 FEET NORTHWEST OF A LONE COTTONWOOD TREE,
 ML0954'90 FEET WEST OF THE CORRAL, 24 FEET WEST OF THE WEST END OF
 ML0954'A GATE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 ML0954'SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE
 ML0954'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0786 ***********************************************************************
 LH0786  DESIGNATION -  R 320
 LH0786  PID         -  LH0786
 LH0786  STATE/COUNTY-  NE/DAWSON
 LH0786  COUNTRY     -  US
 LH0786  USGS QUAD   -  COZAD (2017)
 LH0786
 LH0786                         *CURRENT SURVEY CONTROL
 LH0786  ______________________________________________________________________
 LH0786* NAD 83(1986) POSITION- 40 51 48.     (N) 099 59 45.     (W)   SCALED
 LH0786* NAVD 88 ORTHO HEIGHT -   760.434 (meters)     2494.86  (feet) ADJUSTED
 LH0786  ______________________________________________________________________
 LH0786  GEOID HEIGHT    -        -23.396 (meters)                     GEOID18
 LH0786  DYNAMIC HEIGHT  -        759.989 (meters)     2493.40  (feet) COMP
 LH0786  MODELED GRAVITY -    980,013.9   (mgal)                       NAVD 88
 LH0786
 LH0786  VERT ORDER      -  FIRST     CLASS II
 LH0786
 LH0786.The horizontal coordinates were scaled from a map and have
 LH0786.an estimated accuracy of +/- 6 seconds.
 LH0786
 LH0786.The orthometric height was determined by differential leveling and
 LH0786.adjusted by the NATIONAL GEODETIC SURVEY
 LH0786.in June 1991.
 LH0786
 LH0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0786.GEOID18 height accuracy estimate available here.
 LH0786
 LH0786.Click photographs - Photos may exist for this station.
 LH0786
 LH0786.The dynamic height is computed by dividing the NAVD 88
 LH0786.geopotential number by the normal gravity value computed on the
 LH0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0786.degrees latitude (g = 980.6199 gals.).
 LH0786
 LH0786.The modeled gravity was interpolated from observed gravity values.
 LH0786
 LH0786;                    North         East    Units  Estimated Accuracy
 LH0786;SPC NE       -   114,360.      500,350.      MT  (+/- 180 meters Scaled)
 LH0786
 LH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML160240(NAD 83)
 LH0786
 LH0786                          SUPERSEDED SURVEY CONTROL
 LH0786
 LH0786  NGVD 29 (02/14/92)  760.134  (m)         2493.87   (f) ADJUSTED    1 2
 LH0786  NGVD 29 (??/??/87)  760.134  (m)         2493.87   (f) SUPERSEDED  1 2
 LH0786
 LH0786.Superseded values are not recommended for survey control.
 LH0786
 LH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0786.See file dsdata.pdf to determine how the superseded data were derived.
 LH0786
 LH0786_MARKER: DB = BENCH MARK DISK
 LH0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0786_STAMPING: R 320 1950
 LH0786_MARK LOGO: CGS
 LH0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0786+STABILITY: SURFACE MOTION
 LH0786
 LH0786  HISTORY     - Date     Condition        Report By
 LH0786  HISTORY     - 1950     MONUMENTED       CGS
 LH0786  HISTORY     - 1986     GOOD             NGS
 LH0786  HISTORY     - 20100331 GOOD             INDIV
 LH0786
 LH0786                          STATION DESCRIPTION
 LH0786
 LH0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0786'0.7 MI NW FROM COZAD.
 LH0786'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0786'RAILROAD STATION AT COZAD, THENCE 0.1 MILE NORTH ALONG A
 LH0786'GRAVELED ROAD, AT THE EAST SIDE OF THE COZAD AIRPORT, 177 FEET
 LH0786'NORTHEAST OF THE EXTENDED CENTER LINE OF THE NORTHWEST AND
 LH0786'SOUTHEAST RUNWAY, 15 FEET SOUTH OF AN IRON FRAME GATE, 11 FEET
 LH0786'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE OVER
 LH0786'A DRAINAGE DITCH, 44 FEET WEST OF THE CENTER LINE OF A NORTH
 LH0786'AND SOUTH ROAD, 1.6 FEET WEST OF A FENCE, 2.4 FEET WEST OF A
 LH0786'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0786'0.4 FOOT ABOVE THE GROUND.
 LH0786
 LH0786                          STATION RECOVERY (1986)
 LH0786
 LH0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0786'RECOVERED IN GOOD CONDITION.
 LH0786
 LH0786                          STATION RECOVERY (2010)
 LH0786
 LH0786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JG)
 LH0786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0780 ***********************************************************************
 ML0780  DESIGNATION -  R 321
 ML0780  PID         -  ML0780
 ML0780  STATE/COUNTY-  NE/CUSTER
 ML0780  COUNTRY     -  US
 ML0780  USGS QUAD   -  OCONTO (2017)
 ML0780
 ML0780                         *CURRENT SURVEY CONTROL
 ML0780  ______________________________________________________________________
 ML0780* NAD 83(1986) POSITION- 41 08 25.     (N) 099 45 50.     (W)   SCALED
 ML0780* NAVD 88 ORTHO HEIGHT -   787.789 (meters)     2584.60  (feet) ADJUSTED
 ML0780  ______________________________________________________________________
 ML0780  GEOID HEIGHT    -        -23.095 (meters)                     GEOID18
 ML0780  DYNAMIC HEIGHT  -        787.348 (meters)     2583.16  (feet) COMP
 ML0780  MODELED GRAVITY -    980,038.7   (mgal)                       NAVD 88
 ML0780
 ML0780  VERT ORDER      -  SECOND    CLASS 0
 ML0780
 ML0780.The horizontal coordinates were scaled from a map and have
 ML0780.an estimated accuracy of +/- 6 seconds.
 ML0780
 ML0780.The orthometric height was determined by differential leveling and
 ML0780.adjusted by the NATIONAL GEODETIC SURVEY
 ML0780.in June 1991.
 ML0780
 ML0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0780.GEOID18 height accuracy estimate available here.
 ML0780
 ML0780.Click photographs - Photos may exist for this station.
 ML0780
 ML0780.The dynamic height is computed by dividing the NAVD 88
 ML0780.geopotential number by the normal gravity value computed on the
 ML0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0780.degrees latitude (g = 980.6199 gals.).
 ML0780
 ML0780.The modeled gravity was interpolated from observed gravity values.
 ML0780
 ML0780;                    North         East    Units  Estimated Accuracy
 ML0780;SPC NE       -   145,130.      519,820.      MT  (+/- 180 meters Scaled)
 ML0780
 ML0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML358546(NAD 83)
 ML0780
 ML0780                          SUPERSEDED SURVEY CONTROL
 ML0780
 ML0780  NGVD 29 (??/??/92)  787.508  (m)         2583.68   (f) ADJ UNCH    2 0
 ML0780
 ML0780.Superseded values are not recommended for survey control.
 ML0780
 ML0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0780.See file dsdata.pdf to determine how the superseded data were derived.
 ML0780
 ML0780_MARKER: DB = BENCH MARK DISK
 ML0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0780_STAMPING: R 321 1950
 ML0780_MARK LOGO: CGS
 ML0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0780+STABILITY: SURFACE MOTION
 ML0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0780+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 ML0780
 ML0780  HISTORY     - Date     Condition        Report By
 ML0780  HISTORY     - 1950     MONUMENTED       CGS
 ML0780  HISTORY     - 20120607 GOOD             NEDR
 ML0780
 ML0780                          STATION DESCRIPTION
 ML0780
 ML0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0780'AT OCONTO.
 ML0780'AT OCONTO, 65 FEET SOUTHWEST OF THE WEST CORNER OF THE UNION
 ML0780'PACIFIC RAILROAD STATION, 36 FEET NORTHEAST OF THE CENTER LINE OF
 ML0780'STATE HIGHWAY 40, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 72
 ML0780'FEET NORTHWEST OF THE CENTER OF A GATE, 1 FOOT NORTHEAST OF A
 ML0780'FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 ML0780'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0780
 ML0780                          STATION RECOVERY (2012)
 ML0780
 ML0780'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0314 ***********************************************************************
 ML0314  DESIGNATION -  R 322
 ML0314  PID         -  ML0314
 ML0314  STATE/COUNTY-  NE/SHERMAN
 ML0314  COUNTRY     -  US
 ML0314  USGS QUAD   -  ASHTON (2017)
 ML0314
 ML0314                         *CURRENT SURVEY CONTROL
 ML0314  ______________________________________________________________________
 ML0314* NAD 83(1986) POSITION- 41 13 14.     (N) 098 48 16.     (W)   SCALED
 ML0314* NAVD 88 ORTHO HEIGHT -   643.569 (meters)     2111.44  (feet) ADJUSTED
 ML0314  ______________________________________________________________________
 ML0314  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 ML0314  DYNAMIC HEIGHT  -        643.240 (meters)     2110.36  (feet) COMP
 ML0314  MODELED GRAVITY -    980,090.6   (mgal)                       NAVD 88
 ML0314
 ML0314  VERT ORDER      -  FIRST     CLASS II
 ML0314
 ML0314.The horizontal coordinates were scaled from a map and have
 ML0314.an estimated accuracy of +/- 6 seconds.
 ML0314
 ML0314.The orthometric height was determined by differential leveling and
 ML0314.adjusted by the NATIONAL GEODETIC SURVEY
 ML0314.in June 1991.
 ML0314
 ML0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0314.GEOID18 height accuracy estimate available here.
 ML0314
 ML0314.Click photographs - Photos may exist for this station.
 ML0314
 ML0314.The dynamic height is computed by dividing the NAVD 88
 ML0314.geopotential number by the normal gravity value computed on the
 ML0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0314.degrees latitude (g = 980.6199 gals.).
 ML0314
 ML0314.The modeled gravity was interpolated from observed gravity values.
 ML0314
 ML0314;                    North         East    Units  Estimated Accuracy
 ML0314;SPC NE       -   154,710.      600,220.      MT  (+/- 180 meters Scaled)
 ML0314
 ML0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163632(NAD 83)
 ML0314
 ML0314                          SUPERSEDED SURVEY CONTROL
 ML0314
 ML0314  NGVD 29 (??/??/92)  643.325  (m)         2110.64   (f) ADJ UNCH    1 2
 ML0314
 ML0314.Superseded values are not recommended for survey control.
 ML0314
 ML0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0314.See file dsdata.pdf to determine how the superseded data were derived.
 ML0314
 ML0314_MARKER: DB = BENCH MARK DISK
 ML0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0314_STAMPING: R 322 1950
 ML0314_MARK LOGO: CGS
 ML0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0314+STABILITY: SURFACE MOTION
 ML0314
 ML0314  HISTORY     - Date     Condition        Report By
 ML0314  HISTORY     - 1950     MONUMENTED       CGS
 ML0314
 ML0314                          STATION DESCRIPTION
 ML0314
 ML0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0314'2.6 MI S FROM ASHTON.
 ML0314'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0314'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0314'SOUTH ALONG A GRADED DIRT ROAD, 49 FEET EAST OF THE CENTER LINE OF
 ML0314'THE ROAD, 14.0 FEET EAST OF A FENCE CORNER, 17 FEET NORTHEAST OF
 ML0314'THE CENTER OF A GATE, 1.0 FOOT NORTH OF AN EAST-WEST FENCE, 2.0
 ML0314'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 ML0314'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0290 ***********************************************************************
 ML0290  DESIGNATION -  R 323
 ML0290  PID         -  ML0290
 ML0290  STATE/COUNTY-  NE/SHERMAN
 ML0290  COUNTRY     -  US
 ML0290  USGS QUAD   -  LOUP CITY (2017)
 ML0290
 ML0290                         *CURRENT SURVEY CONTROL
 ML0290  ______________________________________________________________________
 ML0290* NAD 83(1986) POSITION- 41 19 01.     (N) 098 59 43.     (W)   SCALED
 ML0290* NAVD 88 ORTHO HEIGHT -   649.240 (meters)     2130.05  (feet) ADJUSTED
 ML0290  ______________________________________________________________________
 ML0290  GEOID HEIGHT    -        -23.884 (meters)                     GEOID18
 ML0290  DYNAMIC HEIGHT  -        648.906 (meters)     2128.95  (feet) COMP
 ML0290  MODELED GRAVITY -    980,087.0   (mgal)                       NAVD 88
 ML0290
 ML0290  VERT ORDER      -  FIRST     CLASS II
 ML0290
 ML0290.The horizontal coordinates were scaled from a map and have
 ML0290.an estimated accuracy of +/- 6 seconds.
 ML0290
 ML0290.The orthometric height was determined by differential leveling and
 ML0290.adjusted by the NATIONAL GEODETIC SURVEY
 ML0290.in June 1991.
 ML0290
 ML0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0290.GEOID18 height accuracy estimate available here.
 ML0290
 ML0290.Click photographs - Photos may exist for this station.
 ML0290
 ML0290.The dynamic height is computed by dividing the NAVD 88
 ML0290.geopotential number by the normal gravity value computed on the
 ML0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0290.degrees latitude (g = 980.6199 gals.).
 ML0290
 ML0290.The modeled gravity was interpolated from observed gravity values.
 ML0290
 ML0290;                    North         East    Units  Estimated Accuracy
 ML0290;SPC NE       -   165,210.      584,100.      MT  (+/- 180 meters Scaled)
 ML0290
 ML0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL003739(NAD 83)
 ML0290
 ML0290                          SUPERSEDED SURVEY CONTROL
 ML0290
 ML0290  NGVD 29 (??/??/92)  648.991  (m)         2129.23   (f) ADJ UNCH    1 2
 ML0290
 ML0290.Superseded values are not recommended for survey control.
 ML0290
 ML0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0290.See file dsdata.pdf to determine how the superseded data were derived.
 ML0290
 ML0290_MARKER: DB = BENCH MARK DISK
 ML0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0290_STAMPING: R 323 1950
 ML0290_MARK LOGO: CGS
 ML0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0290+STABILITY: SURFACE MOTION
 ML0290
 ML0290  HISTORY     - Date     Condition        Report By
 ML0290  HISTORY     - 1950     MONUMENTED       CGS
 ML0290  HISTORY     - 20090727 MARK NOT FOUND   NEDR
 ML0290  HISTORY     - 20140501 MARK NOT FOUND   NEDR
 ML0290
 ML0290                          STATION DESCRIPTION
 ML0290
 ML0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0290'3.4 MI NW FROM LOUP CITY.
 ML0290'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0290'LOUP CITY, THENCE 3.35 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0290'57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 ML0290'NORTHWEST OF THE CENTER OF A GATE, 33 FEET SOUTH OF A POWER
 ML0290'POLE, 1 FOOT SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A
 ML0290'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0290'0.4 FOOT ABOVE THE GROUND.
 ML0290
 ML0290                          STATION RECOVERY (2009)
 ML0290
 ML0290'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAM)
 ML0290'MARK NOT FOUND.
 ML0290
 ML0290                          STATION RECOVERY (2014)
 ML0290
 ML0290'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (DAK)
 ML0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1555 ***********************************************************************
 MK1555  DESIGNATION -  R 324
 MK1555  PID         -  MK1555
 MK1555  STATE/COUNTY-  NE/HAMILTON
 MK1555  COUNTRY     -  US
 MK1555  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1555
 MK1555                         *CURRENT SURVEY CONTROL
 MK1555  ______________________________________________________________________
 MK1555* NAD 83(1986) POSITION- 41 04 45.     (N) 097 53 15.     (W)   SCALED
 MK1555* NAVD 88 ORTHO HEIGHT -   541.939 (meters)     1778.01  (feet) ADJUSTED
 MK1555  ______________________________________________________________________
 MK1555  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 MK1555  DYNAMIC HEIGHT  -        541.665 (meters)     1777.11  (feet) COMP
 MK1555  MODELED GRAVITY -    980,100.2   (mgal)                       NAVD 88
 MK1555
 MK1555  VERT ORDER      -  SECOND    CLASS 0
 MK1555
 MK1555.The horizontal coordinates were scaled from a map and have
 MK1555.an estimated accuracy of +/- 6 seconds.
 MK1555
 MK1555.The orthometric height was determined by differential leveling and
 MK1555.adjusted by the NATIONAL GEODETIC SURVEY
 MK1555.in June 1991.
 MK1555
 MK1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1555.GEOID18 height accuracy estimate available here.
 MK1555
 MK1555.Click photographs - Photos may exist for this station.
 MK1555
 MK1555.The dynamic height is computed by dividing the NAVD 88
 MK1555.geopotential number by the normal gravity value computed on the
 MK1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1555.degrees latitude (g = 980.6199 gals.).
 MK1555
 MK1555.The modeled gravity was interpolated from observed gravity values.
 MK1555
 MK1555;                    North         East    Units  Estimated Accuracy
 MK1555;SPC NE       -   140,490.      677,450.      MT  (+/- 180 meters Scaled)
 MK1555
 MK1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL934481(NAD 83)
 MK1555
 MK1555                          SUPERSEDED SURVEY CONTROL
 MK1555
 MK1555  NGVD 29 (??/??/92)  541.717  (m)         1777.28   (f) ADJ UNCH    2 0
 MK1555
 MK1555.Superseded values are not recommended for survey control.
 MK1555
 MK1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1555.See file dsdata.pdf to determine how the superseded data were derived.
 MK1555
 MK1555_MARKER: DB = BENCH MARK DISK
 MK1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1555_SP_SET: CONCRETE BASE
 MK1555_STAMPING: R 324 1950
 MK1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1555
 MK1555  HISTORY     - Date     Condition        Report By
 MK1555  HISTORY     - 1950     MONUMENTED       CGS
 MK1555
 MK1555                          STATION DESCRIPTION
 MK1555
 MK1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1555'AT HORDVILLE.
 MK1555'AT HORDVILLE, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 MK1555'BASE OF THE NORTHWEST STEEL LEG OF THE CITY WATER TOWER, FLUSH
 MK1555'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1483 ***********************************************************************
 MK1483  DESIGNATION -  R 325
 MK1483  PID         -  MK1483
 MK1483  STATE/COUNTY-  NE/POLK
 MK1483  COUNTRY     -  US
 MK1483  USGS QUAD   -  DURANT (2017)
 MK1483
 MK1483                         *CURRENT SURVEY CONTROL
 MK1483  ______________________________________________________________________
 MK1483* NAD 83(1986) POSITION- 41 05 25.     (N) 097 42 46.     (W)   SCALED
 MK1483* NAVD 88 ORTHO HEIGHT -   520.361 (meters)     1707.22  (feet) ADJUSTED
 MK1483  ______________________________________________________________________
 MK1483  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 MK1483  DYNAMIC HEIGHT  -        520.099 (meters)     1706.36  (feet) COMP
 MK1483  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 MK1483
 MK1483  VERT ORDER      -  SECOND    CLASS 0
 MK1483
 MK1483.The horizontal coordinates were scaled from a map and have
 MK1483.an estimated accuracy of +/- 6 seconds.
 MK1483
 MK1483.The orthometric height was determined by differential leveling and
 MK1483.adjusted by the NATIONAL GEODETIC SURVEY
 MK1483.in June 1991.
 MK1483
 MK1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1483.GEOID18 height accuracy estimate available here.
 MK1483
 MK1483.Click photographs - Photos may exist for this station.
 MK1483
 MK1483.The dynamic height is computed by dividing the NAVD 88
 MK1483.geopotential number by the normal gravity value computed on the
 MK1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1483.degrees latitude (g = 980.6199 gals.).
 MK1483
 MK1483.The modeled gravity was interpolated from observed gravity values.
 MK1483
 MK1483;                    North         East    Units  Estimated Accuracy
 MK1483;SPC NE       -   142,100.      692,090.      MT  (+/- 180 meters Scaled)
 MK1483
 MK1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL081495(NAD 83)
 MK1483
 MK1483                          SUPERSEDED SURVEY CONTROL
 MK1483
 MK1483  NGVD 29 (??/??/92)  520.149  (m)         1706.52   (f) ADJ UNCH    2 0
 MK1483
 MK1483.Superseded values are not recommended for survey control.
 MK1483
 MK1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1483.See file dsdata.pdf to determine how the superseded data were derived.
 MK1483
 MK1483_MARKER: DB = BENCH MARK DISK
 MK1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1483_STAMPING: R 325 1950
 MK1483_MARK LOGO: CGS
 MK1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1483+STABILITY: SURFACE MOTION
 MK1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1483+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2022
 MK1483
 MK1483  HISTORY     - Date     Condition        Report By
 MK1483  HISTORY     - 1950     MONUMENTED       CGS
 MK1483  HISTORY     - 20221229 POOR             NEPPD
 MK1483
 MK1483                          STATION DESCRIPTION
 MK1483
 MK1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1483'4.1 MI E FROM POLK.
 MK1483'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1483'AT POLK, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD AT A
 MK1483'ROAD INTERSECTION, 139 FEET NORTH OF THE CENTER LINE OF AN
 MK1483'EAST AND WEST ROAD, 42 FEET NORTH OF THE CENTER OF A GATE,
 MK1483'32 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1483'6 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 2.4 FEET
 MK1483'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1483'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1483
 MK1483                          STATION RECOVERY (2022)
 MK1483
 MK1483'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1483'MONUMENT LEANING, PHOTOS PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1515 ***********************************************************************
 MK1515  DESIGNATION -  R 327
 MK1515  PID         -  MK1515
 MK1515  STATE/COUNTY-  NE/POLK
 MK1515  COUNTRY     -  US
 MK1515  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1515
 MK1515                         *CURRENT SURVEY CONTROL
 MK1515  ______________________________________________________________________
 MK1515* NAD 83(1986) POSITION- 41 18 29.94   (N) 097 30 10.97   (W)   HD_HELD1
 MK1515* NAVD 88 ORTHO HEIGHT -   464.167 (meters)     1522.85  (feet) ADJUSTED
 MK1515  ______________________________________________________________________
 MK1515  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 MK1515  DYNAMIC HEIGHT  -        463.957 (meters)     1522.17  (feet) COMP
 MK1515  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 MK1515
 MK1515  VERT ORDER      -  SECOND    CLASS 0
 MK1515
 MK1515.The horizontal coordinates were determined by differentially corrected
 MK1515.hand held GPS observations or other comparable positioning techniques
 MK1515.and have an estimated accuracy of +/- 3 meters.
 MK1515
 MK1515.The orthometric height was determined by differential leveling and
 MK1515.adjusted by the NATIONAL GEODETIC SURVEY
 MK1515.in June 1991.
 MK1515
 MK1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1515.GEOID18 height accuracy estimate available here.
 MK1515
 MK1515.Click photographs - Photos may exist for this station.
 MK1515
 MK1515.The dynamic height is computed by dividing the NAVD 88
 MK1515.geopotential number by the normal gravity value computed on the
 MK1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1515.degrees latitude (g = 980.6199 gals.).
 MK1515
 MK1515.The modeled gravity was interpolated from observed gravity values.
 MK1515
 MK1515;                    North         East    Units  Estimated Accuracy
 MK1515;SPC NE       -   166,778.8     709,000.4     MT  (+/- 3 meters HH1 GPS) 
 MK1515
 MK1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2530974064(NAD 83)
 MK1515
 MK1515                          SUPERSEDED SURVEY CONTROL
 MK1515
 MK1515  NGVD 29 (??/??/92)  463.977  (m)         1522.23   (f) ADJ UNCH    2 0
 MK1515
 MK1515.Superseded values are not recommended for survey control.
 MK1515
 MK1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1515.See file dsdata.pdf to determine how the superseded data were derived.
 MK1515
 MK1515_MARKER: DB = BENCH MARK DISK
 MK1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1515_STAMPING: R 327 1950
 MK1515_MARK LOGO: CGS
 MK1515_PROJECTION: PROJECTING 9 CENTIMETERS
 MK1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1515+STABILITY: SURFACE MOTION
 MK1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1515+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2020
 MK1515
 MK1515  HISTORY     - Date     Condition        Report By
 MK1515  HISTORY     - 1950     MONUMENTED       CGS
 MK1515  HISTORY     - 20201130 GOOD             NEGS
 MK1515
 MK1515                          STATION DESCRIPTION
 MK1515
 MK1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1515'6 MI S FROM DUNCAN.
 MK1515'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1515'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1515'ROAD, THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 MK1515'INTERSECTION, 112 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1515'SOUTH ROAD, 79 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A WINDMILL
 MK1515'TOWER, 77 FEET WEST OF A FENCE CORNER, 19 FEET NORTH OF THE
 MK1515'CENTER LINE OF AN EAST AND WEST ROAD, 1.3 FEET SOUTH OF A FENCE,
 MK1515'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1515'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1515
 MK1515                          STATION RECOVERY (2020)
 MK1515
 MK1515'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 MK1515'TO REACH FROM THE T JUNCTION OF U.S. HIGHWAY 81 AND NE. HWY.64
 MK1515'APPROXIMATELY 7.0 MI (11.3 KM) SOUTH OF COLUMBUS, NE., GO WEST ON
 MK1515'141ST ROAD APPROXIMATELY 7.0 MI (11.3 KM) TO A T INTERSECTION WITH
 MK1515'COUNTY ROAD Q.  TURN LEFT AND GO SOUTH ON CO.  ROAD Q APPROXIMATELY
 MK1515'2.0 MI (3.2 KM) TO A T INTERSECTION WITH COUNTY ROAD 139.
 MK1515'
 MK1515'THE MARK IS LOCATED IN THE NORTHWEST CORNER OF COUNTY ROAD Q AND THE
 MK1515'EXTENDED CENTERLINE OF COUNTY ROAD 139, 79.0 FT (24.1 M) SOUTHWEST
 MK1515'FROM SOUTHWEST LEG OLD WINDMILL, 77.0 FT (23.5 M) WEST OF NEAR FACE
 MK1515'POWER POLE, 38.0 FT (11.6 M) NORTH OF EAST TO WEST FENCE LINE, 113.0
 MK1515'FT (34.4 M) WEST OF THE CENTERLINE OF COUNTY ROAD Q AND 32.0 NORTH OF
 MK1515'THE EXTENDED CENTERLINE OF COUNTY ROAD 139.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0691 ***********************************************************************
 ML0691  DESIGNATION -  R 328
 ML0691  PID         -  ML0691
 ML0691  STATE/COUNTY-  NE/VALLEY
 ML0691  COUNTRY     -  US
 ML0691  USGS QUAD   -  ARCADIA EAST (2017)
 ML0691
 ML0691                         *CURRENT SURVEY CONTROL
 ML0691  ______________________________________________________________________
 ML0691* NAD 83(1986) POSITION- 41 24 10.     (N) 099 05 35.     (W)   SCALED
 ML0691* NAVD 88 ORTHO HEIGHT -   651.992 (meters)     2139.08  (feet) ADJUSTED
 ML0691  ______________________________________________________________________
 ML0691  GEOID HEIGHT    -        -23.671 (meters)                     GEOID18
 ML0691  DYNAMIC HEIGHT  -        651.663 (meters)     2138.00  (feet) COMP
 ML0691  MODELED GRAVITY -    980,097.5   (mgal)                       NAVD 88
 ML0691
 ML0691  VERT ORDER      -  FIRST     CLASS II
 ML0691
 ML0691.The horizontal coordinates were scaled from a map and have
 ML0691.an estimated accuracy of +/- 6 seconds.
 ML0691
 ML0691.The orthometric height was determined by differential leveling and
 ML0691.adjusted by the NATIONAL GEODETIC SURVEY
 ML0691.in June 1991.
 ML0691
 ML0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0691.GEOID18 height accuracy estimate available here.
 ML0691
 ML0691.Click photographs - Photos may exist for this station.
 ML0691
 ML0691.The dynamic height is computed by dividing the NAVD 88
 ML0691.geopotential number by the normal gravity value computed on the
 ML0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0691.degrees latitude (g = 980.6199 gals.).
 ML0691
 ML0691.The modeled gravity was interpolated from observed gravity values.
 ML0691
 ML0691;                    North         East    Units  Estimated Accuracy
 ML0691;SPC NE       -   174,650.      575,810.      MT  (+/- 180 meters Scaled)
 ML0691
 ML0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML922834(NAD 83)
 ML0691
 ML0691                          SUPERSEDED SURVEY CONTROL
 ML0691
 ML0691  NGVD 29 (??/??/92)  651.747  (m)         2138.27   (f) ADJ UNCH    1 2
 ML0691
 ML0691.Superseded values are not recommended for survey control.
 ML0691
 ML0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0691.See file dsdata.pdf to determine how the superseded data were derived.
 ML0691
 ML0691_MARKER: DB = BENCH MARK DISK
 ML0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0691_STAMPING: R 328 1950
 ML0691_MARK LOGO: CGS
 ML0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0691+STABILITY: SURFACE MOTION
 ML0691
 ML0691  HISTORY     - Date     Condition        Report By
 ML0691  HISTORY     - 1950     MONUMENTED       CGS
 ML0691
 ML0691                          STATION DESCRIPTION
 ML0691
 ML0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0691'2.7 MI SE FROM ARCADIA.
 ML0691'2.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0691'RAILROAD FROM THE STATION AT ARCADIA, 45 FEET SOUTHWEST OF THE
 ML0691'SOUTHWEST RAIL, 26 FEET NORTHWEST OF THE 1ST POLE SOUTHEAST OF
 ML0691'MILEPOST 51, 1.6 FEET NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST
 ML0691'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0691'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1344 ***********************************************************************
 MK1344  DESIGNATION -  R 329
 MK1344  PID         -  MK1344
 MK1344  STATE/COUNTY-  NE/BUTLER
 MK1344  COUNTRY     -  US
 MK1344  USGS QUAD   -  DAVID CITY EAST (2017)
 MK1344
 MK1344                         *CURRENT SURVEY CONTROL
 MK1344  ______________________________________________________________________
 MK1344* NAD 83(1986) POSITION- 41 22 20.     (N) 097 06 02.     (W)   SCALED
 MK1344* NAVD 88 ORTHO HEIGHT -   422.873 (meters)     1387.38  (feet) ADJUSTED
 MK1344  ______________________________________________________________________
 MK1344  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 MK1344  DYNAMIC HEIGHT  -        422.685 (meters)     1386.76  (feet) COMP
 MK1344  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 MK1344
 MK1344  VERT ORDER      -  SECOND    CLASS 0
 MK1344
 MK1344.The horizontal coordinates were scaled from a map and have
 MK1344.an estimated accuracy of +/- 6 seconds.
 MK1344
 MK1344.The orthometric height was determined by differential leveling and
 MK1344.adjusted by the NATIONAL GEODETIC SURVEY
 MK1344.in June 1991.
 MK1344
 MK1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1344.GEOID18 height accuracy estimate available here.
 MK1344
 MK1344.Click photographs - Photos may exist for this station.
 MK1344
 MK1344.The dynamic height is computed by dividing the NAVD 88
 MK1344.geopotential number by the normal gravity value computed on the
 MK1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1344.degrees latitude (g = 980.6199 gals.).
 MK1344
 MK1344.The modeled gravity was interpolated from observed gravity values.
 MK1344
 MK1344;                    North         East    Units  Estimated Accuracy
 MK1344;SPC NE       -   174,920.      742,440.      MT  (+/- 180 meters Scaled)
 MK1344
 MK1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL588818(NAD 83)
 MK1344
 MK1344                          SUPERSEDED SURVEY CONTROL
 MK1344
 MK1344  NGVD 29 (??/??/92)  422.704  (m)         1386.82   (f) ADJ UNCH    2 0
 MK1344
 MK1344.Superseded values are not recommended for survey control.
 MK1344
 MK1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1344.See file dsdata.pdf to determine how the superseded data were derived.
 MK1344
 MK1344_MARKER: DB = BENCH MARK DISK
 MK1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1344_STAMPING: R 329 1950
 MK1344_MARK LOGO: CGS
 MK1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1344+STABILITY: SURFACE MOTION
 MK1344
 MK1344  HISTORY     - Date     Condition        Report By
 MK1344  HISTORY     - 1950     MONUMENTED       CGS
 MK1344  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1344
 MK1344                          STATION DESCRIPTION
 MK1344
 MK1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1344'7.2 MI SW FROM SCHUYLER.
 MK1344'1 BLOCK WEST ALONG 11TH STREET FROM THE POST OFFICE AT SCHUYLER,
 MK1344'THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 2.0 MILES
 MK1344'WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A
 MK1344'GRAVELED ROAD, 51 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK1344'SOUTH ROAD, 24 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 MK1344'ROAD LEADING WEST, 18.6 FEET EAST OF A POWER POLE, 1 FOOT WEST
 MK1344'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1344'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1344
 MK1344                          STATION RECOVERY (1966)
 MK1344
 MK1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0898 ***********************************************************************
 MK0898  DESIGNATION -  R 330
 MK0898  PID         -  MK0898
 MK0898  STATE/COUNTY-  NE/BUTLER
 MK0898  COUNTRY     -  US
 MK0898  USGS QUAD   -  ROGERS (2017)
 MK0898
 MK0898                         *CURRENT SURVEY CONTROL
 MK0898  ______________________________________________________________________
 MK0898* NAD 83(1986) POSITION- 41 25 22.     (N) 096 54 21.     (W)   SCALED
 MK0898* NAVD 88 ORTHO HEIGHT -   399.294 (meters)     1310.02  (feet) ADJUSTED
 MK0898  ______________________________________________________________________
 MK0898  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 MK0898  DYNAMIC HEIGHT  -        399.121 (meters)     1309.45  (feet) COMP
 MK0898  MODELED GRAVITY -    980,177.1   (mgal)                       NAVD 88
 MK0898
 MK0898  VERT ORDER      -  SECOND    CLASS 0
 MK0898
 MK0898.The horizontal coordinates were scaled from a map and have
 MK0898.an estimated accuracy of +/- 6 seconds.
 MK0898
 MK0898.The orthometric height was determined by differential leveling and
 MK0898.adjusted by the NATIONAL GEODETIC SURVEY
 MK0898.in June 1991.
 MK0898
 MK0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0898.GEOID18 height accuracy estimate available here.
 MK0898
 MK0898.Click photographs - Photos may exist for this station.
 MK0898
 MK0898.The dynamic height is computed by dividing the NAVD 88
 MK0898.geopotential number by the normal gravity value computed on the
 MK0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0898.degrees latitude (g = 980.6199 gals.).
 MK0898
 MK0898.The modeled gravity was interpolated from observed gravity values.
 MK0898
 MK0898;                    North         East    Units  Estimated Accuracy
 MK0898;SPC NE       -   181,100.      758,510.      MT  (+/- 180 meters Scaled)
 MK0898
 MK0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL749878(NAD 83)
 MK0898
 MK0898                          SUPERSEDED SURVEY CONTROL
 MK0898
 MK0898  NGVD 29 (??/??/92)  399.135  (m)         1309.50   (f) ADJ UNCH    2 0
 MK0898
 MK0898.Superseded values are not recommended for survey control.
 MK0898
 MK0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0898.See file dsdata.pdf to determine how the superseded data were derived.
 MK0898
 MK0898_MARKER: DB = BENCH MARK DISK
 MK0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0898_STAMPING: R 330 1950
 MK0898_MARK LOGO: CGS
 MK0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0898+STABILITY: SURFACE MOTION
 MK0898
 MK0898  HISTORY     - Date     Condition        Report By
 MK0898  HISTORY     - 1950     MONUMENTED       CGS
 MK0898  HISTORY     - 1966     POOR             USGS
 MK0898
 MK0898                          STATION DESCRIPTION
 MK0898
 MK0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0898'2 MI NE FROM LINWOOD.
 MK0898'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0898'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 MK0898'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRADED
 MK0898'DIRT ROAD, AT THE BUTLER-SAUNDERS COUNTY LINE, 28 FEET WEST
 MK0898'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET SOUTH
 MK0898'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 10 FEET WEST OF A
 MK0898'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 MK0898'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK0898'ABOVE THE GROUND.
 MK0898
 MK0898                          STATION RECOVERY (1966)
 MK0898
 MK0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0898'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0145 ***********************************************************************
 LH0145  DESIGNATION -  R 331
 LH0145  PID         -  LH0145
 LH0145  STATE/COUNTY-  NE/HAMILTON
 LH0145  COUNTRY     -  US
 LH0145  USGS QUAD   -  PHILLIPS (2017)
 LH0145
 LH0145                         *CURRENT SURVEY CONTROL
 LH0145  ______________________________________________________________________
 LH0145* NAD 83(1986) POSITION- 40 53 37.     (N) 098 13 35.     (W)   SCALED
 LH0145* NAVD 88 ORTHO HEIGHT -   573.419 (meters)     1881.29  (feet) ADJUSTED
 LH0145  ______________________________________________________________________
 LH0145  GEOID HEIGHT    -        -25.251 (meters)                     GEOID18
 LH0145  DYNAMIC HEIGHT  -        573.117 (meters)     1880.30  (feet) COMP
 LH0145  MODELED GRAVITY -    980,079.9   (mgal)                       NAVD 88
 LH0145
 LH0145  VERT ORDER      -  SECOND    CLASS 0
 LH0145
 LH0145.The horizontal coordinates were scaled from a map and have
 LH0145.an estimated accuracy of +/- 6 seconds.
 LH0145
 LH0145.The orthometric height was determined by differential leveling and
 LH0145.adjusted by the NATIONAL GEODETIC SURVEY
 LH0145.in June 1991.
 LH0145
 LH0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0145.GEOID18 height accuracy estimate available here.
 LH0145
 LH0145.Click photographs - Photos may exist for this station.
 LH0145
 LH0145.The dynamic height is computed by dividing the NAVD 88
 LH0145.geopotential number by the normal gravity value computed on the
 LH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0145.degrees latitude (g = 980.6199 gals.).
 LH0145
 LH0145.The modeled gravity was interpolated from observed gravity values.
 LH0145
 LH0145;                    North         East    Units  Estimated Accuracy
 LH0145;SPC NE       -   119,250.      649,410.      MT  (+/- 180 meters Scaled)
 LH0145
 LH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL651272(NAD 83)
 LH0145
 LH0145                          SUPERSEDED SURVEY CONTROL
 LH0145
 LH0145  NGVD 29 (??/??/92)  573.176  (m)         1880.49   (f) ADJ UNCH    2 0
 LH0145
 LH0145.Superseded values are not recommended for survey control.
 LH0145
 LH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0145.See file dsdata.pdf to determine how the superseded data were derived.
 LH0145
 LH0145_MARKER: DB = BENCH MARK DISK
 LH0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0145_STAMPING: R 331 1950
 LH0145_MARK LOGO: CGS
 LH0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0145+STABILITY: SURFACE MOTION
 LH0145
 LH0145  HISTORY     - Date     Condition        Report By
 LH0145  HISTORY     - 1950     MONUMENTED       CGS
 LH0145  HISTORY     - 1977     GOOD             LOCENG
 LH0145
 LH0145                          STATION DESCRIPTION
 LH0145
 LH0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0145'0.7 MI W FROM PHILLIPS.
 LH0145'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0145'FROM THE STATION AT PHILLIPS, 97 FEET SOUTH OF THE SOUTH RAIL,
 LH0145'48.8 FEET SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF
 LH0145'AN OVERPASS, 42 FEET WEST OF THE CENTER LINE OF A NORTH AND
 LH0145'SOUTH ROAD, 8 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF A
 LH0145'FENCE, 2.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0145'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0145
 LH0145                          STATION RECOVERY (1977)
 LH0145
 LH0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0182 ***********************************************************************
 ML0182  DESIGNATION -  R 332
 ML0182  PID         -  ML0182
 ML0182  STATE/COUNTY-  NE/MERRICK
 ML0182  COUNTRY     -  US
 ML0182  USGS QUAD   -  ARCHER (2017)
 ML0182
 ML0182                         *CURRENT SURVEY CONTROL
 ML0182  ______________________________________________________________________
 ML0182* NAD 83(1986) POSITION- 41 10 56.     (N) 098 11 47.     (W)   SCALED
 ML0182* NAVD 88 ORTHO HEIGHT -   542.610 (meters)     1780.21  (feet) ADJUSTED
 ML0182  ______________________________________________________________________
 ML0182  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 ML0182  DYNAMIC HEIGHT  -        542.345 (meters)     1779.34  (feet) COMP
 ML0182  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 ML0182
 ML0182  VERT ORDER      -  SECOND    CLASS 0
 ML0182
 ML0182.The horizontal coordinates were scaled from a map and have
 ML0182.an estimated accuracy of +/- 6 seconds.
 ML0182
 ML0182.The orthometric height was determined by differential leveling and
 ML0182.adjusted by the NATIONAL GEODETIC SURVEY
 ML0182.in June 1991.
 ML0182
 ML0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0182.GEOID18 height accuracy estimate available here.
 ML0182
 ML0182.Click photographs - Photos may exist for this station.
 ML0182
 ML0182.The dynamic height is computed by dividing the NAVD 88
 ML0182.geopotential number by the normal gravity value computed on the
 ML0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0182.degrees latitude (g = 980.6199 gals.).
 ML0182
 ML0182.The modeled gravity was interpolated from observed gravity values.
 ML0182
 ML0182;                    North         East    Units  Estimated Accuracy
 ML0182;SPC NE       -   151,340.      651,270.      MT  (+/- 180 meters Scaled)
 ML0182
 ML0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL673592(NAD 83)
 ML0182
 ML0182                          SUPERSEDED SURVEY CONTROL
 ML0182
 ML0182  NGVD 29 (??/??/92)  542.380  (m)         1779.46   (f) ADJ UNCH    2 0
 ML0182
 ML0182.Superseded values are not recommended for survey control.
 ML0182
 ML0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0182.See file dsdata.pdf to determine how the superseded data were derived.
 ML0182
 ML0182_MARKER: DB = BENCH MARK DISK
 ML0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0182_STAMPING: R 332 1950
 ML0182_MARK LOGO: CGS
 ML0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0182+STABILITY: SURFACE MOTION
 ML0182
 ML0182  HISTORY     - Date     Condition        Report By
 ML0182  HISTORY     - 1950     MONUMENTED       CGS
 ML0182
 ML0182                          STATION DESCRIPTION
 ML0182
 ML0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0182'4.1 MI SE FROM PALMER.
 ML0182'4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0182'RAILROAD FROM THE STATION AT PALMER, 0.2 MILE WEST OF A ROAD
 ML0182'CROSSING, 52 FEET NORTHEAST OF THE NORTHEAST RAIL, 13 FEET WEST
 ML0182'OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.5 FEET
 ML0182'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0182'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1545 ***********************************************************************
 MK1545  DESIGNATION -  R 333
 MK1545  PID         -  MK1545
 MK1545  STATE/COUNTY-  NE/HAMILTON
 MK1545  COUNTRY     -  US
 MK1545  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1545
 MK1545                         *CURRENT SURVEY CONTROL
 MK1545  ______________________________________________________________________
 MK1545* NAD 83(1986) POSITION- 41 02 42.     (N) 097 57 35.     (W)   SCALED
 MK1545* NAVD 88 ORTHO HEIGHT -   545.840 (meters)     1790.81  (feet) ADJUSTED
 MK1545  ______________________________________________________________________
 MK1545  GEOID HEIGHT    -        -25.465 (meters)                     GEOID18
 MK1545  DYNAMIC HEIGHT  -        545.562 (meters)     1789.90  (feet) COMP
 MK1545  MODELED GRAVITY -    980,097.8   (mgal)                       NAVD 88
 MK1545
 MK1545  VERT ORDER      -  SECOND    CLASS 0
 MK1545
 MK1545.The horizontal coordinates were scaled from a map and have
 MK1545.an estimated accuracy of +/- 6 seconds.
 MK1545
 MK1545.The orthometric height was determined by differential leveling and
 MK1545.adjusted by the NATIONAL GEODETIC SURVEY
 MK1545.in June 1991.
 MK1545
 MK1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1545.GEOID18 height accuracy estimate available here.
 MK1545
 MK1545.Click photographs - Photos may exist for this station.
 MK1545
 MK1545.The dynamic height is computed by dividing the NAVD 88
 MK1545.geopotential number by the normal gravity value computed on the
 MK1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1545.degrees latitude (g = 980.6199 gals.).
 MK1545
 MK1545.The modeled gravity was interpolated from observed gravity values.
 MK1545
 MK1545;                    North         East    Units  Estimated Accuracy
 MK1545;SPC NE       -   136,550.      671,470.      MT  (+/- 180 meters Scaled)
 MK1545
 MK1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874442(NAD 83)
 MK1545
 MK1545                          SUPERSEDED SURVEY CONTROL
 MK1545
 MK1545  NGVD 29 (??/??/92)  545.615  (m)         1790.07   (f) ADJ UNCH    2 0
 MK1545
 MK1545.Superseded values are not recommended for survey control.
 MK1545
 MK1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1545.See file dsdata.pdf to determine how the superseded data were derived.
 MK1545
 MK1545_MARKER: DB = BENCH MARK DISK
 MK1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1545_STAMPING: R 333 1950
 MK1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1545+STABILITY: SURFACE MOTION
 MK1545
 MK1545  HISTORY     - Date     Condition        Report By
 MK1545  HISTORY     - 1950     MONUMENTED       CGS
 MK1545
 MK1545                          STATION DESCRIPTION
 MK1545
 MK1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1545'5.7 MI NE FROM MARQUETTE.
 MK1545'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 MK1545'MARQUETTE, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE
 MK1545'2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.9 MILES NORTH
 MK1545'ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF A ROAD JUNCTION, AT
 MK1545'A DRIVEWAY LEADING EAST TO THE IVER E. ORTEGREN FARMHOUSE, 54
 MK1545'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 35 FEET EAST
 MK1545'OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 32.6 FEET SOUTH
 MK1545'OF A COTTONWOOD TREE, 13 FEET SOUTH OF A TELEPHONE POLE, 4.6
 MK1545'FEET NORTH OF A CATALPA TREE, 1 FOOT EAST OF A FENCE, 1 FOOT
 MK1545'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1545'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0159 ***********************************************************************
 LH0159  DESIGNATION -  R 334
 LH0159  PID         -  LH0159
 LH0159  STATE/COUNTY-  NE/HAMILTON
 LH0159  COUNTRY     -  US
 LH0159  USGS QUAD   -  MURPHY (2017)
 LH0159
 LH0159                         *CURRENT SURVEY CONTROL
 LH0159  ______________________________________________________________________
 LH0159* NAD 83(1986) POSITION- 40 56 36.     (N) 098 04 28.     (W)   SCALED
 LH0159* NAVD 88 ORTHO HEIGHT -   559.810 (meters)     1836.64  (feet) ADJUSTED
 LH0159  ______________________________________________________________________
 LH0159  GEOID HEIGHT    -        -25.405 (meters)                     GEOID18
 LH0159  DYNAMIC HEIGHT  -        559.520 (meters)     1835.69  (feet) COMP
 LH0159  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 LH0159
 LH0159  VERT ORDER      -  SECOND    CLASS 0
 LH0159
 LH0159.The horizontal coordinates were scaled from a map and have
 LH0159.an estimated accuracy of +/- 6 seconds.
 LH0159
 LH0159.The orthometric height was determined by differential leveling and
 LH0159.adjusted by the NATIONAL GEODETIC SURVEY
 LH0159.in June 1991.
 LH0159
 LH0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0159.GEOID18 height accuracy estimate available here.
 LH0159
 LH0159.Click photographs - Photos may exist for this station.
 LH0159
 LH0159.The dynamic height is computed by dividing the NAVD 88
 LH0159.geopotential number by the normal gravity value computed on the
 LH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0159.degrees latitude (g = 980.6199 gals.).
 LH0159
 LH0159.The modeled gravity was interpolated from observed gravity values.
 LH0159
 LH0159;                    North         East    Units  Estimated Accuracy
 LH0159;SPC NE       -   125,050.      662,090.      MT  (+/- 180 meters Scaled)
 LH0159
 LH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779328(NAD 83)
 LH0159
 LH0159                          SUPERSEDED SURVEY CONTROL
 LH0159
 LH0159  NGVD 29 (??/??/92)  559.576  (m)         1835.88   (f) ADJ UNCH    2 0
 LH0159
 LH0159.Superseded values are not recommended for survey control.
 LH0159
 LH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0159.See file dsdata.pdf to determine how the superseded data were derived.
 LH0159
 LH0159_MARKER: DB = BENCH MARK DISK
 LH0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0159_STAMPING: R 334 1950
 LH0159_MARK LOGO: CGS
 LH0159_PROJECTION: FLUSH
 LH0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0159+STABILITY: SURFACE MOTION
 LH0159
 LH0159  HISTORY     - Date     Condition        Report By
 LH0159  HISTORY     - 1950     MONUMENTED       CGS
 LH0159  HISTORY     - 1976     POOR             LOCENG
 LH0159
 LH0159                          STATION DESCRIPTION
 LH0159
 LH0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0159'7.6 MI SW FROM MARQUETTE.
 LH0159'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0159'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0159'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG A
 LH0159'GRAVELED ROAD, AT THE ELGE AIRPORT, 33 FEET SOUTH OF A WOVEN
 LH0159'WIRE FENCE, 9.5 FEET EAST OF A FENCE, 5.3 FEET NORTHEAST OF A
 LH0159'GASOLINE PUMP, 1.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LH0159'WEST HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LH0159'WITH THE GROUND.
 LH0159
 LH0159                          STATION RECOVERY (1976)
 LH0159
 LH0159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 LH0159'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0054 ***********************************************************************
 ML0054  DESIGNATION -  R 335
 ML0054  PID         -  ML0054
 ML0054  STATE/COUNTY-  NE/GREELEY
 ML0054  COUNTRY     -  US
 ML0054  USGS QUAD   -  SPALDING (2017)
 ML0054
 ML0054                         *CURRENT SURVEY CONTROL
 ML0054  ______________________________________________________________________
 ML0054* NAD 83(1986) POSITION- 41 40 06.     (N) 098 19 44.     (W)   SCALED
 ML0054* NAVD 88 ORTHO HEIGHT -   574.838 (meters)     1885.95  (feet) ADJUSTED
 ML0054  ______________________________________________________________________
 ML0054  GEOID HEIGHT    -        -24.551 (meters)                     GEOID18
 ML0054  DYNAMIC HEIGHT  -        574.565 (meters)     1885.05  (feet) COMP
 ML0054  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 ML0054
 ML0054  VERT ORDER      -  SECOND    CLASS 0
 ML0054
 ML0054.The horizontal coordinates were scaled from a map and have
 ML0054.an estimated accuracy of +/- 6 seconds.
 ML0054
 ML0054.The orthometric height was determined by differential leveling and
 ML0054.adjusted by the NATIONAL GEODETIC SURVEY
 ML0054.in June 1991.
 ML0054
 ML0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0054.GEOID18 height accuracy estimate available here.
 ML0054
 ML0054.Click photographs - Photos may exist for this station.
 ML0054
 ML0054.The dynamic height is computed by dividing the NAVD 88
 ML0054.geopotential number by the normal gravity value computed on the
 ML0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0054.degrees latitude (g = 980.6199 gals.).
 ML0054
 ML0054.The modeled gravity was interpolated from observed gravity values.
 ML0054
 ML0054;                    North         East    Units  Estimated Accuracy
 ML0054;SPC NE       -   205,080.      639,110.      MT  (+/- 180 meters Scaled)
 ML0054
 ML0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM558131(NAD 83)
 ML0054
 ML0054                          SUPERSEDED SURVEY CONTROL
 ML0054
 ML0054  NGVD 29 (??/??/92)  574.595  (m)         1885.15   (f) ADJ UNCH    2 0
 ML0054
 ML0054.Superseded values are not recommended for survey control.
 ML0054
 ML0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0054.See file dsdata.pdf to determine how the superseded data were derived.
 ML0054
 ML0054_MARKER: DB = BENCH MARK DISK
 ML0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0054_STAMPING: R 335 1950
 ML0054_MARK LOGO: CGS
 ML0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0054+STABILITY: SURFACE MOTION
 ML0054
 ML0054  HISTORY     - Date     Condition        Report By
 ML0054  HISTORY     - 1950     MONUMENTED       CGS
 ML0054
 ML0054                          STATION DESCRIPTION
 ML0054
 ML0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0054'2.1 MI SE FROM SPALDING.
 ML0054'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0054'STATION AT SPALDING, AT A ROAD CROSSING, 4 1/2 RAILS SOUTHEAST OF
 ML0054'THE CROSSING, 46.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 58
 ML0054'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 39 FEET
 ML0054'NORTHWEST OF THE 7TH POLE NORTHWEST OF MILEPOST 42, 0.8 FOOT
 ML0054'SOUTHWEST OF A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, SET
 ML0054'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0054'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0123 ***********************************************************************
 LH0123  DESIGNATION -  R 336 RESET
 LH0123  PID         -  LH0123
 LH0123  STATE/COUNTY-  NE/HAMILTON
 LH0123  COUNTRY     -  US
 LH0123  USGS QUAD   -  GILTNER (2017)
 LH0123
 LH0123                         *CURRENT SURVEY CONTROL
 LH0123  ______________________________________________________________________
 LH0123* NAD 83(1986) POSITION- 40 46 15.     (N) 098 10 06.     (W)   SCALED
 LH0123* NAVD 88 ORTHO HEIGHT -   563.50  (meters)     1848.7   (feet) RESET
 LH0123  ______________________________________________________________________
 LH0123  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 LH0123  VERT ORDER      -  THIRD
 LH0123
 LH0123.The horizontal coordinates were scaled from a map and have
 LH0123.an estimated accuracy of +/- 6 seconds.
 LH0123
 LH0123.The orthometric height was computed from unverified reset data.
 LH0123
 LH0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0123.GEOID18 height accuracy estimate available here.
 LH0123
 LH0123.Click photographs - Photos may exist for this station.
 LH0123
 LH0123;                    North         East    Units  Estimated Accuracy
 LH0123;SPC NE       -   105,730.      654,590.      MT  (+/- 180 meters Scaled)
 LH0123
 LH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701136(NAD 83)
 LH0123
 LH0123                          SUPERSEDED SURVEY CONTROL
 LH0123
 LH0123.No superseded survey control is available for this station.
 LH0123
 LH0123_MARKER: DB = BENCH MARK DISK
 LH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0123_STAMPING: R 336 RESET 1971
 LH0123_MARK LOGO: CGS
 LH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0123+STABILITY: SURFACE MOTION
 LH0123
 LH0123  HISTORY     - Date     Condition        Report By
 LH0123  HISTORY     - 1971     MONUMENTED       NGS
 LH0123
 LH0123                          STATION DESCRIPTION
 LH0123
 LH0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0123'10.5 MI SE FROM PHILLIPS.
 LH0123'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0123'RAILROAD FROM THE STATION AT PHILLIPS, THENCE 8.1 MILES SOUTH
 LH0123'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 357.5 FEET EAST
 LH0123'OF THE CENTER OF A NORTH-SOUTH ROAD, 55 FEET NORTH OF THE CENTER
 LH0123'OF AN EAST-WEST ROAD, 1 FOOT WEST OF A POWERLINE POLE, 1 FOOT
 LH0123'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 LH0123'CONCRETE POST WHICH PROJECTS 4 INCHES.  SEC 6, T 9 N, R 7 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1282 ***********************************************************************
 MK1282  DESIGNATION -  R 337
 MK1282  PID         -  MK1282
 MK1282  STATE/COUNTY-  NE/BUTLER
 MK1282  COUNTRY     -  US
 MK1282  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1282
 MK1282                         *CURRENT SURVEY CONTROL
 MK1282  ______________________________________________________________________
 MK1282* NAD 83(1986) POSITION- 41 19 37.50   (N) 097 12 55.57   (W)   HD_HELD1
 MK1282* NAVD 88 ORTHO HEIGHT -   446.605 (meters)     1465.24  (feet) ADJUSTED
 MK1282  ______________________________________________________________________
 MK1282  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 MK1282  DYNAMIC HEIGHT  -        446.404 (meters)     1464.58  (feet) COMP
 MK1282  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 MK1282
 MK1282  VERT ORDER      -  SECOND    CLASS 0
 MK1282
 MK1282.The horizontal coordinates were determined by differentially corrected
 MK1282.hand held GPS observations or other comparable positioning techniques
 MK1282.and have an estimated accuracy of +/- 3 meters.
 MK1282
 MK1282.The orthometric height was determined by differential leveling and
 MK1282.adjusted by the NATIONAL GEODETIC SURVEY
 MK1282.in June 1991.
 MK1282
 MK1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1282.GEOID18 height accuracy estimate available here.
 MK1282
 MK1282.Click photographs - Photos may exist for this station.
 MK1282
 MK1282.The dynamic height is computed by dividing the NAVD 88
 MK1282.geopotential number by the normal gravity value computed on the
 MK1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1282.degrees latitude (g = 980.6199 gals.).
 MK1282
 MK1282.The modeled gravity was interpolated from observed gravity values.
 MK1282
 MK1282;                    North         East    Units  Estimated Accuracy
 MK1282;SPC NE       -   169,596.5     732,999.1     MT  (+/- 3 meters HH1 GPS) 
 MK1282
 MK1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4934376603(NAD 83)
 MK1282
 MK1282                          SUPERSEDED SURVEY CONTROL
 MK1282
 MK1282  NGVD 29 (??/??/92)  446.430  (m)         1464.66   (f) ADJ UNCH    2 0
 MK1282
 MK1282.Superseded values are not recommended for survey control.
 MK1282
 MK1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1282.See file dsdata.pdf to determine how the superseded data were derived.
 MK1282
 MK1282_MARKER: DB = BENCH MARK DISK
 MK1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1282_STAMPING: R 337 1950
 MK1282_MARK LOGO: CGS
 MK1282_PROJECTION: FLUSH
 MK1282_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1282+STABILITY: SURFACE MOTION
 MK1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1282+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2020
 MK1282
 MK1282  HISTORY     - Date     Condition        Report By
 MK1282  HISTORY     - 1950     MONUMENTED       CGS
 MK1282  HISTORY     - 20100511 GOOD             INDIV
 MK1282  HISTORY     - 20200227 MARK NOT FOUND   NEGS
 MK1282  HISTORY     - 20200713 GOOD             NEGS
 MK1282
 MK1282                          STATION DESCRIPTION
 MK1282
 MK1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1282'1.4 MI SE FROM BELLWOOD.
 MK1282'1.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1282'RAILROAD FROM THE STATION AT BELLWOOD, AT A ROAD CROSSING, 141.6
 MK1282'FEET NORTHEAST OF THE NORTHEAST CORNER OF RAILROAD TRESTLE 59.77,
 MK1282'140 FEET NORTHEAST OF THE NORTHEAST RAIL, 86 FEET EAST OF A LONE
 MK1282'WILLOW TREE, 33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1282'GRAVELED ROAD, 3.3 FEET SOUTH OF A GATE POST, 1.6 FEET WEST OF A
 MK1282'FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1282'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1282
 MK1282                          STATION RECOVERY (2010)
 MK1282
 MK1282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1282'RECOVERED IN GOOD CONDITION.
 MK1282
 MK1282                          STATION RECOVERY (2020)
 MK1282
 MK1282'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MK1282'SEARCHED FOR, NOT FOUND.
 MK1282
 MK1282                          STATION RECOVERY (2020)
 MK1282
 MK1282'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 MK1282'TO REACH FROM THE JUNCTION OF ESPLANADE STREET AND NE. HIGHWAY 64 AT
 MK1282'BELLWOOD, NE., GO EAST ON NE. HIGHWAY 64 APPROXIMATELY 1.2 MI (1.9 KM)
 MK1282'TO THE INTERSECTION OF NE. HIGHWAY 64 AND COUNTY ROAD I.  TURN RIGHT
 MK1282'AND GO SOUTH APPROXIMATELY 0.75 MI (1.21 KM) THE MARK ON THE RIGHT
 MK1282'(WEST).
 MK1282'
 MK1282'THE MARK IS 236.0 FT (71.9 M) NORTH-NORTHEAST OF THE CENTER OF A
 MK1282'RAILROAD CROSSING, 140.0 FT (42.7 M) NORTHEAST OF THE NORTHEAST RAIL,
 MK1282'103.5 FT (31.5 M) SOUTH OF A NAIL IN A POWER POLE, APPROXIMATELY 33.0
 MK1282'FT (10.1 M) WEST OF THE CENTERLINE OF COUNTY ROAD I, 15.0 FT (4.6 M)
 MK1282'SOUTH OF THE CENTERLINE OF A FIELD DRIVE (WEST) AND 1.70 FT (0.5 M)
 MK1282'NORTHWEST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0448 ***********************************************************************
 NP0448  DESIGNATION -  R 340
 NP0448  PID         -  NP0448
 NP0448  STATE/COUNTY-  NE/SIOUX
 NP0448  COUNTRY     -  US
 NP0448  USGS QUAD   -  ANDREWS (2017)
 NP0448
 NP0448                         *CURRENT SURVEY CONTROL
 NP0448  ______________________________________________________________________
 NP0448* NAD 83(1986) POSITION- 42 37 50.     (N) 103 44 03.     (W)   SCALED
 NP0448* NAVD 88 ORTHO HEIGHT -  1350.188 (meters)     4429.74  (feet) ADJUSTED
 NP0448  ______________________________________________________________________
 NP0448  GEOID HEIGHT    -        -16.691 (meters)                     GEOID18
 NP0448  DYNAMIC HEIGHT  -       1349.403 (meters)     4427.17  (feet) COMP
 NP0448  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 NP0448
 NP0448  VERT ORDER      -  FIRST     CLASS II
 NP0448
 NP0448.The horizontal coordinates were scaled from a map and have
 NP0448.an estimated accuracy of +/- 6 seconds.
 NP0448
 NP0448.The orthometric height was determined by differential leveling and
 NP0448.adjusted by the NATIONAL GEODETIC SURVEY
 NP0448.in June 1991.
 NP0448
 NP0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0448.GEOID18 height accuracy estimate available here.
 NP0448
 NP0448.Click photographs - Photos may exist for this station.
 NP0448
 NP0448.The dynamic height is computed by dividing the NAVD 88
 NP0448.geopotential number by the normal gravity value computed on the
 NP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0448.degrees latitude (g = 980.6199 gals.).
 NP0448
 NP0448.The modeled gravity was interpolated from observed gravity values.
 NP0448
 NP0448;                    North         East    Units  Estimated Accuracy
 NP0448;SPC NE       -   317,200.      193,840.      MT  (+/- 180 meters Scaled)
 NP0448
 NP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH037205(NAD 83)
 NP0448
 NP0448                          SUPERSEDED SURVEY CONTROL
 NP0448
 NP0448  NGVD 29 (??/??/92) 1349.530  (m)         4427.58   (f) ADJ UNCH    1 2
 NP0448
 NP0448.Superseded values are not recommended for survey control.
 NP0448
 NP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0448.See file dsdata.pdf to determine how the superseded data were derived.
 NP0448
 NP0448_MARKER: DB = BENCH MARK DISK
 NP0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0448_SP_SET: WATER TANK BASE
 NP0448_STAMPING: R 340 1954
 NP0448_MARK LOGO: CGS
 NP0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0448
 NP0448  HISTORY     - Date     Condition        Report By
 NP0448  HISTORY     - 1954     MONUMENTED       CGS
 NP0448
 NP0448                          STATION DESCRIPTION
 NP0448
 NP0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0448'9.1 MI SE FROM HARRISON.
 NP0448'9.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0448'FROM THE STATION AT HARRISON, AT ANDREWS SIDING, 86 FEET EAST
 NP0448'OF THE CENTER OF A ROAD CROSSING, 15 FEET NORTHEAST OF THE
 NP0448'NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE WEST
 NP0448'CORNER OF THE CONCRETE BASE OF THE WATER TANK, FLUSH WITH THE
 NP0448'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0454 ***********************************************************************
 NP0454  DESIGNATION -  R 341
 NP0454  PID         -  NP0454
 NP0454  STATE/COUNTY-  NE/SIOUX
 NP0454  COUNTRY     -  US
 NP0454  USGS QUAD   -  HARRISON EAST (2017)
 NP0454
 NP0454                         *CURRENT SURVEY CONTROL
 NP0454  ______________________________________________________________________
 NP0454* NAD 83(1986) POSITION- 42 40 25.     (N) 103 49 22.     (W)   SCALED
 NP0454* NAVD 88 ORTHO HEIGHT -  1451.824 (meters)     4763.19  (feet) ADJUSTED
 NP0454  ______________________________________________________________________
 NP0454  GEOID HEIGHT    -        -16.332 (meters)                     GEOID18
 NP0454  DYNAMIC HEIGHT  -       1450.966 (meters)     4760.38  (feet) COMP
 NP0454  MODELED GRAVITY -    979,978.4   (mgal)                       NAVD 88
 NP0454
 NP0454  VERT ORDER      -  FIRST     CLASS II
 NP0454
 NP0454.The horizontal coordinates were scaled from a map and have
 NP0454.an estimated accuracy of +/- 6 seconds.
 NP0454
 NP0454.The orthometric height was determined by differential leveling and
 NP0454.adjusted by the NATIONAL GEODETIC SURVEY
 NP0454.in June 1991.
 NP0454
 NP0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0454.GEOID18 height accuracy estimate available here.
 NP0454
 NP0454.Click photographs - Photos may exist for this station.
 NP0454
 NP0454.The dynamic height is computed by dividing the NAVD 88
 NP0454.geopotential number by the normal gravity value computed on the
 NP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0454.degrees latitude (g = 980.6199 gals.).
 NP0454
 NP0454.The modeled gravity was interpolated from observed gravity values.
 NP0454
 NP0454;                    North         East    Units  Estimated Accuracy
 NP0454;SPC NE       -   322,290.      186,790.      MT  (+/- 180 meters Scaled)
 NP0454
 NP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH964252(NAD 83)
 NP0454
 NP0454                          SUPERSEDED SURVEY CONTROL
 NP0454
 NP0454  NGVD 29 (??/??/92) 1451.142  (m)         4760.96   (f) ADJ UNCH    1 2
 NP0454
 NP0454.Superseded values are not recommended for survey control.
 NP0454
 NP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0454.See file dsdata.pdf to determine how the superseded data were derived.
 NP0454
 NP0454_MARKER: DB = BENCH MARK DISK
 NP0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0454_STAMPING: R 341 1954
 NP0454_MARK LOGO: CGS
 NP0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0454+STABILITY: SURFACE MOTION
 NP0454
 NP0454  HISTORY     - Date     Condition        Report By
 NP0454  HISTORY     - 1954     MONUMENTED       CGS
 NP0454
 NP0454                          STATION DESCRIPTION
 NP0454
 NP0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0454'3.4 MI SE FROM HARRISON.
 NP0454'3.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0454'FROM THE STATION AT HARRISON, 2 POLES NORTHWEST OF MILEPOST 457,
 NP0454'91 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHWEST OF A
 NP0454'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0454'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0334 ***********************************************************************
 NP0334  DESIGNATION -  R 342
 NP0334  PID         -  NP0334
 NP0334  STATE/COUNTY-  NE/BOX BUTTE
 NP0334  COUNTRY     -  US
 NP0334  USGS QUAD   -  HEMINGFORD (2017)
 NP0334
 NP0334                         *CURRENT SURVEY CONTROL
 NP0334  ______________________________________________________________________
 NP0334* NAD 83(1986) POSITION- 42 16 16.     (N) 103 01 29.     (W)   SCALED
 NP0334* NAVD 88 ORTHO HEIGHT -  1272.744 (meters)     4175.66  (feet) ADJUSTED
 NP0334  ______________________________________________________________________
 NP0334  GEOID HEIGHT    -        -18.362 (meters)                     GEOID18
 NP0334  DYNAMIC HEIGHT  -       1272.000 (meters)     4173.22  (feet) COMP
 NP0334  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 NP0334
 NP0334  VERT ORDER      -  FIRST     CLASS II
 NP0334
 NP0334.The horizontal coordinates were scaled from a map and have
 NP0334.an estimated accuracy of +/- 6 seconds.
 NP0334
 NP0334.The orthometric height was determined by differential leveling and
 NP0334.adjusted by the NATIONAL GEODETIC SURVEY
 NP0334.in June 1991.
 NP0334
 NP0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0334.GEOID18 height accuracy estimate available here.
 NP0334
 NP0334.Click photographs - Photos may exist for this station.
 NP0334
 NP0334.The dynamic height is computed by dividing the NAVD 88
 NP0334.geopotential number by the normal gravity value computed on the
 NP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0334.degrees latitude (g = 980.6199 gals.).
 NP0334
 NP0334.The modeled gravity was interpolated from observed gravity values.
 NP0334
 NP0334;                    North         East    Units  Estimated Accuracy
 NP0334;SPC NE       -   275,030.      250,580.      MT  (+/- 180 meters Scaled)
 NP0334
 NP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG628817(NAD 83)
 NP0334
 NP0334                          SUPERSEDED SURVEY CONTROL
 NP0334
 NP0334  NGVD 29 (??/??/92) 1272.136  (m)         4173.67   (f) ADJ UNCH    1 2
 NP0334
 NP0334.Superseded values are not recommended for survey control.
 NP0334
 NP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0334.See file dsdata.pdf to determine how the superseded data were derived.
 NP0334
 NP0334_MARKER: DB = BENCH MARK DISK
 NP0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0334_STAMPING: R 342 1956
 NP0334_MARK LOGO: CGS
 NP0334_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0334
 NP0334  HISTORY     - Date     Condition        Report By
 NP0334  HISTORY     - 1956     MONUMENTED       CGS
 NP0334  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0334
 NP0334                          STATION DESCRIPTION
 NP0334
 NP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0334'4.4 MI SE FROM HEMINGFORD.
 NP0334'4.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0334'RAILROAD FROM THE STATION AT HEMINGFORD, 10 POLES NORTHWEST OF
 NP0334'MILEPOST 380, 46.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 NP0334'NORTHEAST OF A TELEPHONE POLE, 42 FEET NORTHEAST OF THE CENTER
 NP0334'LINE OF STATE HIGHWAY 2, 3.4 FEET SOUTHEAST OF A WITNESS POST,
 NP0334'CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 NP0334'IS DRIVEN 15.8 FEET IN THE GROUND, INCASED IN A 6 INCH TILE
 NP0334'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 34,
 NP0334'TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0334
 NP0334                          STATION RECOVERY (1985)
 NP0334
 NP0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0334'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0302 ***********************************************************************
 NP0302  DESIGNATION -  R 343
 NP0302  PID         -  NP0302
 NP0302  STATE/COUNTY-  NE/DAWES
 NP0302  COUNTRY     -  US
 NP0302  USGS QUAD   -  CROW BUTTE (2017)
 NP0302
 NP0302                         *CURRENT SURVEY CONTROL
 NP0302  ______________________________________________________________________
 NP0302* NAD 83(1986) POSITION- 42 37 37.     (N) 103 20 52.     (W)   SCALED
 NP0302* NAVD 88 ORTHO HEIGHT -  1220.413 (meters)     4003.97  (feet) POSTED
 NP0302  ______________________________________________________________________
 NP0302  GEOID HEIGHT    -        -17.749 (meters)                     GEOID18
 NP0302  DYNAMIC HEIGHT  -       1219.73  (meters)     4001.7   (feet) COMP
 NP0302  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 NP0302
 NP0302  VERT ORDER      -  * POSTED, SEE BELOW
 NP0302
 NP0302.The horizontal coordinates were scaled from a map and have
 NP0302.an estimated accuracy of +/- 6 seconds.
 NP0302
 NP0302.The orthometric height was determined by differential leveling
 NP0302.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0302
 NP0302.* This is a POSTED BENCH MARK height.
 NP0302
 NP0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0302.GEOID18 height accuracy estimate available here.
 NP0302
 NP0302.Click photographs - Photos may exist for this station.
 NP0302
 NP0302.The dynamic height is computed by dividing the NAVD 88
 NP0302.geopotential number by the normal gravity value computed on the
 NP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0302.degrees latitude (g = 980.6199 gals.).
 NP0302
 NP0302.The modeled gravity was interpolated from observed gravity values.
 NP0302
 NP0302;                    North         East    Units  Estimated Accuracy
 NP0302;SPC NE       -   315,500.      225,480.      MT  (+/- 180 meters Scaled)
 NP0302
 NP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354207(NAD 83)
 NP0302
 NP0302                          SUPERSEDED SURVEY CONTROL
 NP0302
 NP0302  NGVD 29 (??/??/92) 1219.806  (m)         4001.98   (f) ADJ UNCH    1 2
 NP0302
 NP0302.Superseded values are not recommended for survey control.
 NP0302
 NP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0302.See file dsdata.pdf to determine how the superseded data were derived.
 NP0302
 NP0302_MARKER: DB = BENCH MARK DISK
 NP0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0302_SP_SET: RETAINING WALL
 NP0302_STAMPING: R 343 1956
 NP0302_MARK LOGO: CGS
 NP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0302+STABILITY: SURFACE MOTION
 NP0302
 NP0302  HISTORY     - Date     Condition        Report By
 NP0302  HISTORY     - 1956     MONUMENTED       CGS
 NP0302  HISTORY     - 1985     GOOD             NGS
 NP0302
 NP0302                          STATION DESCRIPTION
 NP0302
 NP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0302'5.4 MI SE FROM CRAWFORD.
 NP0302'5.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0302'RAILROAD FROM THE STATION AT CRAWFORD, 19 POLES EAST OF MILEPOST
 NP0302'418, 20.5 FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE TOP OF
 NP0302'THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 NP0302'WINGWALL OF A CONCRETE CULVERT, IN THE SOUTHEAST 1/4 OF SECTION
 NP0302'30, TOWNSHIP 31 NORTH, RANGE 51 WEST.
 NP0302
 NP0302                          STATION RECOVERY (1985)
 NP0302
 NP0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0302'RECOVERED IN GOOD CONDITION.  EXCEPT THIS BENCH MARK IS INASSESSIBLE
 NP0302'DUE TO A WOOD RETAINING WALL AND THE RAILROAD DESCRIBED IS NOW THE
 NP0302'BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0154 ***********************************************************************
 MN0154  DESIGNATION -  R 344
 MN0154  PID         -  MN0154
 MN0154  STATE/COUNTY-  NE/MORRILL
 MN0154  COUNTRY     -  US
 MN0154  USGS QUAD   -  ANGORA SE (2017)
 MN0154
 MN0154                         *CURRENT SURVEY CONTROL
 MN0154  ______________________________________________________________________
 MN0154* NAD 83(1986) POSITION- 41 47 10.     (N) 103 06 48.     (W)   SCALED
 MN0154* NAVD 88 ORTHO HEIGHT -  1224.992 (meters)     4018.99  (feet) POSTED
 MN0154  ______________________________________________________________________
 MN0154  GEOID HEIGHT    -        -19.325 (meters)                     GEOID18
 MN0154  DYNAMIC HEIGHT  -       1224.21  (meters)     4016.4   (feet) COMP
 MN0154  MODELED GRAVITY -    979,939.9   (mgal)                       NAVD 88
 MN0154
 MN0154  VERT ORDER      -  * POSTED, SEE BELOW
 MN0154
 MN0154.The horizontal coordinates were scaled from a map and have
 MN0154.an estimated accuracy of +/- 6 seconds.
 MN0154
 MN0154.The orthometric height was determined by differential leveling
 MN0154.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0154
 MN0154.* This is a POSTED BENCH MARK height.
 MN0154
 MN0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0154.GEOID18 height accuracy estimate available here.
 MN0154
 MN0154.Click photographs - Photos may exist for this station.
 MN0154
 MN0154.The dynamic height is computed by dividing the NAVD 88
 MN0154.geopotential number by the normal gravity value computed on the
 MN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0154.degrees latitude (g = 980.6199 gals.).
 MN0154
 MN0154.The modeled gravity was interpolated from observed gravity values.
 MN0154
 MN0154;                    North         East    Units  Estimated Accuracy
 MN0154;SPC NE       -   221,470.      241,340.      MT  (+/- 180 meters Scaled)
 MN0154
 MN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567277(NAD 83)
 MN0154
 MN0154                          SUPERSEDED SURVEY CONTROL
 MN0154
 MN0154  NGVD 29 (??/??/92) 1224.380  (m)         4016.99   (f) ADJ UNCH    1 2
 MN0154
 MN0154.Superseded values are not recommended for survey control.
 MN0154
 MN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0154.See file dsdata.pdf to determine how the superseded data were derived.
 MN0154
 MN0154_MARKER: DB = BENCH MARK DISK
 MN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0154_STAMPING: R 344 1956
 MN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0154+STABILITY: SURFACE MOTION
 MN0154
 MN0154  HISTORY     - Date     Condition        Report By
 MN0154  HISTORY     - 1956     MONUMENTED       CGS
 MN0154  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0154
 MN0154                          STATION DESCRIPTION
 MN0154
 MN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0154'5.4 MI S FROM ANGORA.
 MN0154'5.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0154'FROM THE STATION AT ANGORA, 0.2 MILE SOUTH OF MILEPOST 27,
 MN0154'AT THE SOUTH END OF A FILL, AT THE NORTH END OF A CUT, 116 FEET
 MN0154'WEST OF THE WEST RAIL, 38 FEET WEST OF A FENCE CORNER, 1.5 FEET
 MN0154'NORTH OF A FENCE LEADING WEST, 1.7 FEET EAST OF A WITNESS POST,
 MN0154'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MN0154'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 21 NORTH,
 MN0154'RANGE 50 WEST.
 MN0154
 MN0154                          STATION RECOVERY (1985)
 MN0154
 MN0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0154'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1716 ***********************************************************************
 MK1716  DESIGNATION -  R 345
 MK1716  PID         -  MK1716
 MK1716  STATE/COUNTY-  NE/PLATTE
 MK1716  COUNTRY     -  US
 MK1716  USGS QUAD   -  LINDSAY (2017)
 MK1716
 MK1716                         *CURRENT SURVEY CONTROL
 MK1716  ______________________________________________________________________
 MK1716* NAD 83(1986) POSITION- 41 39 24.     (N) 097 38 51.     (W)   SCALED
 MK1716* NAVD 88 ORTHO HEIGHT -   521.765 (meters)     1711.82  (feet) ADJUSTED
 MK1716  ______________________________________________________________________
 MK1716  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 MK1716  DYNAMIC HEIGHT  -        521.540 (meters)     1711.09  (feet) COMP
 MK1716  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 MK1716
 MK1716  VERT ORDER      -  SECOND    CLASS 0
 MK1716
 MK1716.The horizontal coordinates were scaled from a map and have
 MK1716.an estimated accuracy of +/- 6 seconds.
 MK1716
 MK1716.The orthometric height was determined by differential leveling and
 MK1716.adjusted by the NATIONAL GEODETIC SURVEY
 MK1716.in June 1991.
 MK1716
 MK1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1716.GEOID18 height accuracy estimate available here.
 MK1716
 MK1716.Click photographs - Photos may exist for this station.
 MK1716
 MK1716.The dynamic height is computed by dividing the NAVD 88
 MK1716.geopotential number by the normal gravity value computed on the
 MK1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1716.degrees latitude (g = 980.6199 gals.).
 MK1716
 MK1716.The modeled gravity was interpolated from observed gravity values.
 MK1716
 MK1716;                    North         East    Units  Estimated Accuracy
 MK1716;SPC NE       -   205,100.      695,860.      MT  (+/- 180 meters Scaled)
 MK1716
 MK1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM126125(NAD 83)
 MK1716
 MK1716                          SUPERSEDED SURVEY CONTROL
 MK1716
 MK1716  NGVD 29 (??/??/92)  521.568  (m)         1711.18   (f) ADJ UNCH    2 0
 MK1716
 MK1716.Superseded values are not recommended for survey control.
 MK1716
 MK1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1716.See file dsdata.pdf to determine how the superseded data were derived.
 MK1716
 MK1716_MARKER: DB = BENCH MARK DISK
 MK1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1716_STAMPING: R 345 1957
 MK1716_MARK LOGO: CGS
 MK1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1716+STABILITY: SURFACE MOTION
 MK1716
 MK1716  HISTORY     - Date     Condition        Report By
 MK1716  HISTORY     - 1957     MONUMENTED       CGS
 MK1716  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1716
 MK1716                          STATION DESCRIPTION
 MK1716
 MK1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1716'5 MI SE FROM LINDSAY.
 MK1716'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1716'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1716'SOUTHEAST, THENCE 1.0 MILE SOUTH, THENCE 0.9 MILE EAST ALONG
 MK1716'A WINDING ROAD, IN SECTION 34, T. 20 N., R. 3 W., ABOUT
 MK1716'0.3 MILE SOUTHEAST OF OLD FARM BUILDINGS, 0.3 MILE EAST
 MK1716'OF BRIDGE OVER SHELL CREEK, 63 FEET NORTH OF THE EXTENDED
 MK1716'CENTER LINE OF THE ROAD EAST, 32 FEET WEST OF THE CENTER
 MK1716'LINE OF A ROAD NORTH, 74 FEET EAST OF THE CREST OF A BLUFF,
 MK1716'2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 MK1716'4 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 MK1716'POST WHICH PROJECTS 5 INCHES.
 MK1716
 MK1716                          STATION RECOVERY (1989)
 MK1716
 MK1716'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1716'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0136 ***********************************************************************
 NO0136  DESIGNATION -  R 346
 NO0136  PID         -  NO0136
 NO0136  STATE/COUNTY-  NE/CHERRY
 NO0136  COUNTRY     -  US
 NO0136  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0136
 NO0136                         *CURRENT SURVEY CONTROL
 NO0136  ______________________________________________________________________
 NO0136* NAD 83(1986) POSITION- 42 54 37.     (N) 100 42 24.     (W)   SCALED
 NO0136* NAVD 88 ORTHO HEIGHT -   804.109 (meters)     2638.15  (feet) ADJUSTED
 NO0136  ______________________________________________________________________
 NO0136  GEOID HEIGHT    -        -21.567 (meters)                     GEOID18
 NO0136  DYNAMIC HEIGHT  -        803.787 (meters)     2637.09  (feet) COMP
 NO0136  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 NO0136
 NO0136  VERT ORDER      -  FIRST     CLASS II
 NO0136
 NO0136.The horizontal coordinates were scaled from a map and have
 NO0136.an estimated accuracy of +/- 6 seconds.
 NO0136
 NO0136.The orthometric height was determined by differential leveling and
 NO0136.adjusted by the NATIONAL GEODETIC SURVEY
 NO0136.in June 1991.
 NO0136
 NO0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0136.GEOID18 height accuracy estimate available here.
 NO0136
 NO0136.Click photographs - Photos may exist for this station.
 NO0136
 NO0136.The dynamic height is computed by dividing the NAVD 88
 NO0136.geopotential number by the normal gravity value computed on the
 NO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0136.degrees latitude (g = 980.6199 gals.).
 NO0136
 NO0136.The modeled gravity was interpolated from observed gravity values.
 NO0136
 NO0136;                    North         East    Units  Estimated Accuracy
 NO0136;SPC NE       -   341,890.      442,300.      MT  (+/- 180 meters Scaled)
 NO0136
 NO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN606522(NAD 83)
 NO0136
 NO0136                          SUPERSEDED SURVEY CONTROL
 NO0136
 NO0136  NGVD 29 (??/??/92)  803.806  (m)         2637.15   (f) ADJ UNCH    1 2
 NO0136
 NO0136.Superseded values are not recommended for survey control.
 NO0136
 NO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0136.See file dsdata.pdf to determine how the superseded data were derived.
 NO0136
 NO0136_MARKER: DB = BENCH MARK DISK
 NO0136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0136_SP_SET: BOX CULVERT HEADWALL
 NO0136_STAMPING: R 346 1957
 NO0136_MARK LOGO: CGS
 NO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0136+STABILITY: SURFACE MOTION
 NO0136
 NO0136  HISTORY     - Date     Condition        Report By
 NO0136  HISTORY     - 1957     MONUMENTED       CGS
 NO0136
 NO0136                          STATION DESCRIPTION
 NO0136
 NO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0136'2.6 MI E FROM CROOKSTON.
 NO0136'ABOUT 2.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0136'FROM THE STATION AT CROOKSTON, IN SECTION 23, T. 34 N., R. 29 W.,
 NO0136'6 1/2 POLES NORTHWEST OF MILE POST 278, 9 FEET NORTH-NORTHEAST
 NO0136'OF THE NEAR RAIL, 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF THE
 NO0136'EAST END OF THE NORTH HEAD WALL OF A 4 X 4-FOOT CONCRETE BOX
 NO0136'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0231 ***********************************************************************
 NO0231  FBN         -  This is a Federal Base Network Control Station.
 NO0231  DESIGNATION -  R 347
 NO0231  PID         -  NO0231
 NO0231  STATE/COUNTY-  NE/CHERRY
 NO0231  COUNTRY     -  US
 NO0231  USGS QUAD   -  ELI (2017)
 NO0231
 NO0231                         *CURRENT SURVEY CONTROL
 NO0231  ______________________________________________________________________
 NO0231* NAD 83(2011) POSITION- 42 56 38.44619(N) 101 29 31.91325(W)   ADJUSTED
 NO0231* NAD 83(2011) ELLIP HT-   953.819 (meters)        (06/27/12)   ADJUSTED
 NO0231* NAD 83(2011) EPOCH   -  2010.00
 NO0231* NAVD 88 ORTHO HEIGHT -   973.588 (meters)     3194.18  (feet) ADJUSTED
 NO0231  ______________________________________________________________________
 NO0231  GEOID HEIGHT    -        -19.769 (meters)                     GEOID18
 NO0231  NAD 83(2011) X  -   -931,798.060 (meters)                     COMP
 NO0231  NAD 83(2011) Y  - -4,583,128.104 (meters)                     COMP
 NO0231  NAD 83(2011) Z  -  4,323,600.680 (meters)                     COMP
 NO0231  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC18
 NO0231  DYNAMIC HEIGHT  -        973.175 (meters)     3192.83  (feet) COMP
 NO0231  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 NO0231
 NO0231  VERT ORDER      -  FIRST     CLASS II
 NO0231
 NO0231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0231  Standards:
 NO0231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0231  -------------------------------------------------------------------
 NO0231  NETWORK    0.32   0.69           0.14   0.12   0.35      0.03883597
 NO0231  -------------------------------------------------------------------
 NO0231  Click here for local accuracies and other accuracy information.
 NO0231
 NO0231.The horizontal coordinates were established by GPS observations
 NO0231.and adjusted by the National Geodetic Survey in June 2012.
 NO0231
 NO0231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0231.been affixed to the stable North American tectonic plate. See 
 NO0231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0231
 NO0231.The horizontal coordinates are valid at the epoch date displayed above
 NO0231.which is a decimal equivalence of Year/Month/Day.
 NO0231
 NO0231.The orthometric height was determined by differential leveling and
 NO0231.adjusted by the NATIONAL GEODETIC SURVEY
 NO0231.in June 1991.
 NO0231
 NO0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0231.GEOID18 height accuracy estimate available here.
 NO0231
 NO0231.Click photographs - Photos may exist for this station.
 NO0231
 NO0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0231
 NO0231.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0231
 NO0231.The ellipsoidal height was determined by GPS observations
 NO0231.and is referenced to NAD 83.
 NO0231
 NO0231.The dynamic height is computed by dividing the NAVD 88
 NO0231.geopotential number by the normal gravity value computed on the
 NO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0231.degrees latitude (g = 980.6199 gals.).
 NO0231
 NO0231.The modeled gravity was interpolated from observed gravity values.
 NO0231
 NO0231. The following values were computed from the NAD 83(2011) position.
 NO0231
 NO0231;                    North         East     Units Scale Factor Converg.
 NO0231;SPC NE       -   346,452.487   378,223.421   MT  0.99997479   -0 59 20.0
 NO0231;SPC NE       - 1,136,652.87  1,240,888.01   sFT  0.99997479   -0 59 20.0
 NO0231;UTM  14      - 4,757,611.171   296,675.998   MT  1.00010861   -1 41 54.5
 NO0231
 NO0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0231!SPC NE       -   0.99985044  x   0.99997479  =   0.99982523
 NO0231!UTM  14      -   0.99985044  x   1.00010861  =   0.99995903
 NO0231
 NO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9667557611(NAD 83)
 NO0231
 NO0231                          SUPERSEDED SURVEY CONTROL
 NO0231
 NO0231  NAD 83(2007)-  42 56 38.44606(N)    101 29 31.91436(W) AD(2002.00) 0
 NO0231  ELLIP H (02/10/07)  953.850  (m)                       GP(2002.00)    
 NO0231  ELLIP H (07/10/01)  953.841  (m)                       GP(       ) 4 1
 NO0231  NAD 83(1995)-  42 56 38.44541(N)    101 29 31.91465(W) AD(       ) B
 NO0231  ELLIP H (06/25/96)  953.881  (m)                       GP(       ) 1 1
 NO0231  NAVD 88             973.59   (m)         3194.2    (f) LEVELING    3  
 NO0231  NGVD 29 (??/??/92)  973.196  (m)         3192.89   (f) ADJ UNCH    1 2
 NO0231
 NO0231.Superseded values are not recommended for survey control.
 NO0231
 NO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0231.See file dsdata.pdf to determine how the superseded data were derived.
 NO0231
 NO0231_MARKER: DB = BENCH MARK DISK
 NO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0231_STAMPING: R 347 1957
 NO0231_MARK LOGO: CGS
 NO0231_PROJECTION: PROJECTING 6 CENTIMETERS
 NO0231_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0231+STABILITY: SURFACE MOTION
 NO0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0231+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2021
 NO0231
 NO0231  HISTORY     - Date     Condition        Report By
 NO0231  HISTORY     - 1957     MONUMENTED       CGS
 NO0231  HISTORY     - 19950518 GOOD             NGS
 NO0231  HISTORY     - 19960801 GOOD             NGS
 NO0231  HISTORY     - 19991006 GOOD             NGS
 NO0231  HISTORY     - 20000510 GOOD             NGS
 NO0231  HISTORY     - 20160912 GOOD             NEGS
 NO0231  HISTORY     - 20180213 GOOD             NEGS
 NO0231  HISTORY     - 20210115 GOOD             NEGS
 NO0231
 NO0231                          STATION DESCRIPTION
 NO0231
 NO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0231'11.3 MI E FROM MERRIMAN.
 NO0231'ABOUT 11.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0231'FROM THE STATION AT MERRIMAN, 0.1 MILE WEST OF THE OLD STATION
 NO0231'AT ELI, IN SECTION 7, T. 34 N., R. 35 W., 6 POLES EAST OF MILEPOST
 NO0231'321, 29 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 13 1/2
 NO0231'FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 10 FEET WEST
 NO0231'OF THE THIRD POLE WEST OF THE STATION, 35 FEET EAST OF THE EAST
 NO0231'EDGE OF THE PLATFORM OF A LOADING CHUTE, 8 FEET WEST OF THE
 NO0231'NORTHEAST CORNER OF A STOCK PEN, 1 1/2 FEET NORTH OF A FENCE
 NO0231'LINE, ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A
 NO0231'CONCRETE POST WHICH PROJECTS 2 INCHES.
 NO0231
 NO0231                          STATION RECOVERY (1995)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0231'THE MARK IS LOCATED ABOUT 10.25 MI (16.50 KM) EAST-NORTHEAST OF
 NO0231'MERRIMAN, 12.0 MI (19.3 KM) WEST OF CODY, 1.75 MI (2.82 KM) NORTH OF
 NO0231'U.S. HIGHWAY 20, 0.1 MI (0.2 KM) NORTH OF THE OLD TOWN OF ELI, IN THE
 NO0231'NW 1/4 OF SEC7, T34N, R35W, AND ON PROPERTY OWNED BY THE NEBRASKA
 NO0231'GAMES AND PARKS COMMISSION AND ADJACENT TO MR. TOM GASKINS, HC 31, BOX
 NO0231'ELI, NEBRASKA 69201.  TELEPHONE 308-684-3429.  DO NOT DRIVE ACROSS MR.
 NO0231'GASKINS PROPERTY.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 NO0231'20 AND STATE HIGHWAY 61 IN MERRIMAN, GO EAST ON HIGHWAY 20 FOR 10.3 MI
 NO0231'(16.6 KM) TO A PAVED CROSSROAD AND A SIGN FOR ELI. TURN LEFT AND GO
 NO0231'NORTHERLY FOR 1.5 MI (2.4 KM) TO A GRADED CROSSROAD, 0.2 MI (0.3 KM)
 NO0231'WEST OF ELI.  CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO AN ABANDONED
 NO0231'RAILROAD GRADE.  TURN RIGHT AND GO EAST ON THE OLD GRADE FOR 0.2 MI
 NO0231'(0.3 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 NO0231'ROUND CONCRETE MONUMENT THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE
 NO0231'GROUND.  IT IS 121.0 FT (36.9 M) EAST OF THE EXTENDED CENTERLINE OF
 NO0231'THE MOST WESTERLY STREET OF ELI, 123.6 FT (37.7 M) NORTHEAST FROM THE
 NO0231'CENTER OF A WINDMILL, 61.7 FT (18.8 M) WEST OF THE SOUTHWEST CORNER OF
 NO0231'AN OLD 10 BY 30 FOOT (9.1 M) CONCRETE FOUNDATION, 31.0 FT (9.4 M)
 NO0231'SOUTH OF THE CENTERLINE OF THE OLD TRACK AND 2.0 FT (0.6 M) EAST OF A
 NO0231'WITNESS POST.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 NO0231
 NO0231                          STATION RECOVERY (1996)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NO0231'THE STATION IS LOCATED ABOUT 10.25 MI (16.50 KM) EAST-NORTHEAST OF
 NO0231'MERRIMAN, 12.0 MI (19.3 KM) WEST OF CODY, 1.75 MI (2.82 KM) NORTH OF
 NO0231'U.S. HIGHWAY 20, AND 0.1 MI (0.2 KM) NORTH OF THE OLD TOWN OF ELI.
 NO0231'OWNERSHIP--THE NEBRASKA GAMES AND PARKS COMMISSION AND ADJACENT TO MR.
 NO0231'TOM GASKINS, HC 31, BOX ELI, NEBRASKA 69201.  TELEPHONE 308-684-3429.
 NO0231'DO NOT DRIVE ACROSS MR. GASKINS PROPERTY.  TO REACH THE STATION FROM
 NO0231'THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 61 IN MERRIMAN, GO
 NO0231'EAST ON HIGHWAY 20 FOR 10.3 MI (16.6 KM) TO A PAVED CROSSROAD AND A
 NO0231'SIGN (ELI), TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 1.5 MI (2.4
 NO0231'KM) TO A GRADED CROSSROAD, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO A
 NO0231'RAILROAD GRADE (TRACK REMOVED), TURN RIGHT AND GO EAST ON THE RAILROAD
 NO0231'GRADE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.  THE STATION IS
 NO0231'LOCATED 121.0 FT (36.9 M) EAST OF THE EXTENDED CENTERLINE OF THE MOST
 NO0231'WESTERLY STREET OF ELI, 123.6 FT (37.7 M) NORTHEAST OF THE CENTER OF A
 NO0231'WINDMILL, 61.7 FT (18.8 M) WEST OF THE SOUTHWEST CORNER OF A 10 BY
 NO0231'30-FOOT CONCRETE FOUNDATION (ABANDONED), 31.0 FT (9.4 M) SOUTH OF THE
 NO0231'CENTER OF THE GRADE, 2.0 FT (0.6 M) EAST OF A WITNESS POST, AND THE
 NO0231'MONUMENT PROJECTS 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
 NO0231
 NO0231                          STATION RECOVERY (1999)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0231'16.2 KM (10.05 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST
 NO0231'OFFICE IN MERRIMAN, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG A PAVED
 NO0231'ROAD, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG AN ABANDONED RAILROAD
 NO0231'GRADE (TRACK REMOVED) , 37.7 M (123.7 FT) NORTHEAST OF A WINDMILL,
 NO0231'27.2 M (89.2 FT) NORTH OF THE NORTHEAST CORNER OF A 10 BY 30-FT
 NO0231'CONCRETE PAD, 9.4 M (30.8 FT) SOUTH OF THE CENTER OF THE GRADE, 5.5 M
 NO0231'(18.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A FENCE, 0.6 M (2.0 FT)
 NO0231'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE GRADE,
 NO0231'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NO0231'NOTE--THE MONUMENT IS ON STATE GAME AND FISH PROPERTY.  THE MONUMENT
 NO0231'IS A FEDERAL BASE NETWORK CONTROL STATION.
 NO0231
 NO0231                          STATION RECOVERY (2000)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NO0231'RECOVERED AS DESCRIBED WITH ONE MEASUREMENT ADDITION, 1.1 M (3.6 FT)
 NO0231'NORTH OF A BARBED WIRE FENCE.
 NO0231
 NO0231                          STATION RECOVERY (2016)
 NO0231
 NO0231'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NO0231'FOUND GOOD
 NO0231
 NO0231                          STATION RECOVERY (2018)
 NO0231
 NO0231'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NO0231'THE MONUMENT IS LOCATED ON STATE GAME AND PARKS PROPERTY AND IS A
 NO0231'FEDERAL BASE NETWORK CONTROL STATION.
 NO0231'
 NO0231'TO REACH FROM THE EAST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NO0231'61 IN MERRIMAN, GO EAST ON U.S. 20 FOR 10.13 MI (16.30 KM) TO THE
 NO0231'INTERSECTION OF U.S. HIGHWAY 20 AND ELI ROAD (MILE POST 146.00 - U.S.
 NO0231'HIGHWAY 20).  TURN LEFT AND GO NORTH ON ELI ROAD FOR 1.58 MI (2.54 KM)
 NO0231'TO AN ABANDONED RAILROAD GRADE.  GO RIGHT (EAST) ALONG THE RAILROAD
 NO0231'GRADE FOR 0.19 MI (0.31 KM) TO THE MARK ON THE RIGHT.
 NO0231'
 NO0231'IT IS 30.8 FT (9.4 M) SOUTH OF THE CENTERLINE OF THE RAILROAD BED
 NO0231'(TRACK REMOVED), 123.7 FT (37.7 M) NORTHEAST OF A WINDMILL, 89.2 FT
 NO0231'(27.2 M) NORTH OF THE NORTHEAST CORNER OF A 10 FT (3.0 M) BY 30 FT
 NO0231'(9.1 M) CONCRETE PAD, 2 FT (0.6 M) EAST OF A WITNESS POST, 10.5 FT
 NO0231'(3.2 M) SOUTH OF AN EAST-WEST FENCE LINE AND 10.0 FT (3.0 M) WEST OF A
 NO0231'HOG PANEL IN A NORTH-SOUTH FENCE LINE.  THE MONUMENT IS 1.0 FT (0.3 M)
 NO0231'BELOW THE LEVEL OF THE RAILROAD GRADE.
 NO0231
 NO0231                          STATION RECOVERY (2021)
 NO0231
 NO0231'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 NO0231'THE 2018 STATION RECOVERY IS STILL ACCURATE EXCEPT FOR THE STATUS OF A
 NO0231'WITNESS POST.  IT WAS NOT CONFIRMED ON THIS RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0237 ***********************************************************************
 NP0237  DESIGNATION -  R 348
 NP0237  PID         -  NP0237
 NP0237  STATE/COUNTY-  NE/DAWES
 NP0237  COUNTRY     -  US
 NP0237  USGS QUAD   -  CHADRON WEST (2017)
 NP0237
 NP0237                         *CURRENT SURVEY CONTROL
 NP0237  ______________________________________________________________________
 NP0237* NAD 83(1986) POSITION- 42 50 06.     (N) 103 00 51.     (W)   SCALED
 NP0237* NAVD 88 ORTHO HEIGHT -  1021.355 (meters)     3350.90  (feet) ADJUSTED
 NP0237  ______________________________________________________________________
 NP0237  GEOID HEIGHT    -        -17.988 (meters)                     GEOID18
 NP0237  DYNAMIC HEIGHT  -       1020.850 (meters)     3349.24  (feet) COMP
 NP0237  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 NP0237
 NP0237  VERT ORDER      -  FIRST     CLASS II
 NP0237
 NP0237.The horizontal coordinates were scaled from a map and have
 NP0237.an estimated accuracy of +/- 6 seconds.
 NP0237
 NP0237.The orthometric height was determined by differential leveling and
 NP0237.adjusted by the NATIONAL GEODETIC SURVEY
 NP0237.in June 1991.
 NP0237
 NP0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0237.GEOID18 height accuracy estimate available here.
 NP0237
 NP0237.Click photographs - Photos may exist for this station.
 NP0237
 NP0237.The dynamic height is computed by dividing the NAVD 88
 NP0237.geopotential number by the normal gravity value computed on the
 NP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0237.degrees latitude (g = 980.6199 gals.).
 NP0237
 NP0237.The modeled gravity was interpolated from observed gravity values.
 NP0237
 NP0237;                    North         East    Units  Estimated Accuracy
 NP0237;SPC NE       -   337,590.      253,630.      MT  (+/- 180 meters Scaled)
 NP0237
 NP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH622444(NAD 83)
 NP0237
 NP0237                          SUPERSEDED SURVEY CONTROL
 NP0237
 NP0237  NGVD 29 (??/??/92) 1020.814  (m)         3349.12   (f) ADJ UNCH    1 2
 NP0237
 NP0237.Superseded values are not recommended for survey control.
 NP0237
 NP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0237.See file dsdata.pdf to determine how the superseded data were derived.
 NP0237
 NP0237_MARKER: DB = BENCH MARK DISK
 NP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0237_STAMPING: R 348 1957
 NP0237_MARK LOGO: CGS
 NP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0237+STABILITY: SURFACE MOTION
 NP0237
 NP0237  HISTORY     - Date     Condition        Report By
 NP0237  HISTORY     - 1957     MONUMENTED       CGS
 NP0237
 NP0237                          STATION DESCRIPTION
 NP0237
 NP0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0237'0.9 MI W FROM CHADRON.
 NP0237'ABOUT 0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0237'FROM THE STATION AT CHADRON, IN SECTION 18, T. 33 N., R. 48 W.,
 NP0237'8 FEET SOUTH OF THE FOURTH POLE WEST OF MILEPOST 407, 95 1/2
 NP0237'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET NORTH
 NP0237'OF THE FENCE LINE, 2 FEET BELOW THE RAIL, 1 1/2 FEET EAST OF A
 NP0237'WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 NP0237'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0322 ***********************************************************************
 NP0322  DESIGNATION -  R 349
 NP0322  PID         -  NP0322
 NP0322  STATE/COUNTY-  NE/DAWES
 NP0322  COUNTRY     -  US
 NP0322  USGS QUAD   -  WAYSIDE (2017)
 NP0322
 NP0322                         *CURRENT SURVEY CONTROL
 NP0322  ______________________________________________________________________
 NP0322* NAD 83(1986) POSITION- 42 57 08.     (N) 103 12 26.     (W)   SCALED
 NP0322* NAVD 88 ORTHO HEIGHT -  1076.157 (meters)     3530.69  (feet) ADJUSTED
 NP0322  ______________________________________________________________________
 NP0322  GEOID HEIGHT    -        -17.392 (meters)                     GEOID18
 NP0322  DYNAMIC HEIGHT  -       1075.649 (meters)     3529.03  (feet) COMP
 NP0322  MODELED GRAVITY -    980,111.8   (mgal)                       NAVD 88
 NP0322
 NP0322  VERT ORDER      -  SECOND    CLASS 0
 NP0322
 NP0322.The horizontal coordinates were scaled from a map and have
 NP0322.an estimated accuracy of +/- 6 seconds.
 NP0322
 NP0322.The orthometric height was determined by differential leveling and
 NP0322.adjusted by the NATIONAL GEODETIC SURVEY
 NP0322.in June 1991.
 NP0322
 NP0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0322.GEOID18 height accuracy estimate available here.
 NP0322
 NP0322.Click photographs - Photos may exist for this station.
 NP0322
 NP0322.The dynamic height is computed by dividing the NAVD 88
 NP0322.geopotential number by the normal gravity value computed on the
 NP0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0322.degrees latitude (g = 980.6199 gals.).
 NP0322
 NP0322.The modeled gravity was interpolated from observed gravity values.
 NP0322
 NP0322;                    North         East    Units  Estimated Accuracy
 NP0322;SPC NE       -   351,170.      238,340.      MT  (+/- 180 meters Scaled)
 NP0322
 NP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH462570(NAD 83)
 NP0322
 NP0322                          SUPERSEDED SURVEY CONTROL
 NP0322
 NP0322  NGVD 29 (??/??/92) 1075.598  (m)         3528.86   (f) ADJ UNCH    2 0
 NP0322
 NP0322.Superseded values are not recommended for survey control.
 NP0322
 NP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0322.See file dsdata.pdf to determine how the superseded data were derived.
 NP0322
 NP0322_MARKER: DB = BENCH MARK DISK
 NP0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0322_STAMPING: R 349 1957
 NP0322_MARK LOGO: CGS
 NP0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0322+STABILITY: SURFACE MOTION
 NP0322
 NP0322  HISTORY     - Date     Condition        Report By
 NP0322  HISTORY     - 1957     MONUMENTED       CGS
 NP0322
 NP0322                          STATION DESCRIPTION
 NP0322
 NP0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0322'3 MI SE FROM WAYSIDE.
 NP0322'ABOUT 3.05 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0322'RAILWAY FROM THE STATION AT WAYSIDE, 92 FEET NORTHEAST AND ACROSS
 NP0322'THE TRACK FROM THE SECOND POLE SOUTHEAST OF MILEPOST 9, 9 POLES
 NP0322'NORTHWEST OF A ROAD CROSSING, 39 FEET NORTHEAST OF THE NORTHEAST
 NP0322'RAIL, 54 FEET NORTH OF THE NORTH CORNER OF A HAND CAR SET OFF,
 NP0322'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 NP0322'RAIL, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0335 ***********************************************************************
 NO0335  DESIGNATION -  R 350
 NO0335  PID         -  NO0335
 NO0335  STATE/COUNTY-  NE/CHERRY
 NO0335  COUNTRY     -  US
 NO0335  USGS QUAD   -  IRWIN SW (2017)
 NO0335
 NO0335                         *CURRENT SURVEY CONTROL
 NO0335  ______________________________________________________________________
 NO0335* NAD 83(1986) POSITION- 42 51 51.     (N) 101 59 27.     (W)   SCALED
 NO0335* NAVD 88 ORTHO HEIGHT -  1062.985 (meters)     3487.48  (feet) ADJUSTED
 NO0335  ______________________________________________________________________
 NO0335  GEOID HEIGHT    -        -18.834 (meters)                     GEOID18
 NO0335  DYNAMIC HEIGHT  -       1062.495 (meters)     3485.87  (feet) COMP
 NO0335  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 NO0335
 NO0335  VERT ORDER      -  FIRST     CLASS II
 NO0335
 NO0335.The horizontal coordinates were scaled from a map and have
 NO0335.an estimated accuracy of +/- 6 seconds.
 NO0335
 NO0335.The orthometric height was determined by differential leveling and
 NO0335.adjusted by the NATIONAL GEODETIC SURVEY
 NO0335.in June 1991.
 NO0335
 NO0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0335.GEOID18 height accuracy estimate available here.
 NO0335
 NO0335.Click photographs - Photos may exist for this station.
 NO0335
 NO0335.The dynamic height is computed by dividing the NAVD 88
 NO0335.geopotential number by the normal gravity value computed on the
 NO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0335.degrees latitude (g = 980.6199 gals.).
 NO0335
 NO0335.The modeled gravity was interpolated from observed gravity values.
 NO0335
 NO0335;                    North         East    Units  Estimated Accuracy
 NO0335;SPC NE       -   338,410.      337,330.      MT  (+/- 180 meters Scaled)
 NO0335
 NO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN556500(NAD 83)
 NO0335
 NO0335                          SUPERSEDED SURVEY CONTROL
 NO0335
 NO0335  NGVD 29 (??/??/92) 1062.524  (m)         3485.96   (f) ADJ UNCH    1 2
 NO0335
 NO0335.Superseded values are not recommended for survey control.
 NO0335
 NO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0335.See file dsdata.pdf to determine how the superseded data were derived.
 NO0335
 NO0335_MARKER: DB = BENCH MARK DISK
 NO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0335_STAMPING: R 350 1957
 NO0335_MARK LOGO: CGS
 NO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0335+STABILITY: SURFACE MOTION
 NO0335
 NO0335  HISTORY     - Date     Condition        Report By
 NO0335  HISTORY     - 1957     MONUMENTED       CGS
 NO0335
 NO0335                          STATION DESCRIPTION
 NO0335
 NO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0335'11.5 MI NE FROM GORDON.
 NO0335'ABOUT 11.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0335'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W.,
 NO0335'SECTION 1., 96 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL
 NO0335'GROVE OF TREES, 111 FEET NORTH OF THE FIRST TELEPHONE POLE
 NO0335'NORTHEAST OF MILEPOST 348, 79 FEET NORTHEAST OF A T-FENCE
 NO0335'CORNER POST, 51 FEET NORTHWEST OF THE NORTHWEST RAIL, 35 FEET
 NO0335'SOUTHEAST OF THE CENTER LINE OF A PRIVATE TRACK ROAD, 1 1/2
 NO0335'FEET NORTHWEST OF THE NORTHWEST RAILROAD RIGHT OF WAY FENCE,
 NO0335'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0335'LEVEL WITH THE RAILS, AND IN THE TOP OF A CONCRETE POST WHICH
 NO0335'PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0031 ***********************************************************************
 NP0031  DESIGNATION -  R 351 RESET
 NP0031  PID         -  NP0031
 NP0031  STATE/COUNTY-  NE/SHERIDAN
 NP0031  COUNTRY     -  US
 NP0031  USGS QUAD   -  CLINTON (2017)
 NP0031
 NP0031                         *CURRENT SURVEY CONTROL
 NP0031  ______________________________________________________________________
 NP0031* NAD 83(1986) POSITION- 42 46 01.     (N) 102 19 42.     (W)   SCALED
 NP0031* NAVD 88 ORTHO HEIGHT -  1128.88  (meters)     3703.7   (feet) RESET
 NP0031  ______________________________________________________________________
 NP0031  GEOID HEIGHT    -        -18.259 (meters)                     GEOID18
 NP0031  VERT ORDER      -  THIRD
 NP0031
 NP0031.The horizontal coordinates were scaled from a map and have
 NP0031.an estimated accuracy of +/- 6 seconds.
 NP0031
 NP0031.The orthometric height was computed from unverified reset data.
 NP0031
 NP0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0031.GEOID18 height accuracy estimate available here.
 NP0031
 NP0031.Click photographs - Photos may exist for this station.
 NP0031
 NP0031;                    North         East    Units  Estimated Accuracy
 NP0031;SPC NE       -   328,300.      309,470.      MT  (+/- 180 meters Scaled)
 NP0031
 NP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH185383(NAD 83)
 NP0031
 NP0031                          SUPERSEDED SURVEY CONTROL
 NP0031
 NP0031.No superseded survey control is available for this station.
 NP0031
 NP0031_MARKER: DB = BENCH MARK DISK
 NP0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0031_STAMPING: R 351 RESET 1969
 NP0031_MARK LOGO: CGS
 NP0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0031+STABILITY: SURFACE MOTION
 NP0031
 NP0031  HISTORY     - Date     Condition        Report By
 NP0031  HISTORY     - 1969     MONUMENTED       USGS
 NP0031
 NP0031                          STATION DESCRIPTION
 NP0031
 NP0031'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NP0031'1.6 MI NE FROM CLINTON.
 NP0031'ABOUT 0.6 MILE NORTH AND 1 MILE EAST OF CLINTON, 2.5 MILES
 NP0031'SOUTH AND 6.5 MILES WEST OF GORDON, IN THE SOUTHEAST CORNER OF
 NP0031'SECTION 11, T 32 N, R 43 W, 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY
 NP0031'20 FROM CLINTON, 58 FEET NORTH AND 177 FEET NORTHEAST OF THE FIRST
 NP0031'TELEGRAPH POLE NORTHEAST OF MILEPOST 367, 40 FEET NORTHWEST OF
 NP0031'THE NORTHWEST RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY TRACK,
 NP0031'1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF
 NP0031'A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0223 ***********************************************************************
 NP0223  DESIGNATION -  R 352
 NP0223  PID         -  NP0223
 NP0223  STATE/COUNTY-  NE/DAWES
 NP0223  COUNTRY     -  US
 NP0223  USGS QUAD   -  CHADRON EAST (2017)
 NP0223
 NP0223                         *CURRENT SURVEY CONTROL
 NP0223  ______________________________________________________________________
 NP0223* NAD 83(1986) POSITION- 42 48 52.     (N) 102 53 35.     (W)   SCALED
 NP0223* NAVD 88 ORTHO HEIGHT -  1060.326 (meters)     3478.75  (feet) ADJUSTED
 NP0223  ______________________________________________________________________
 NP0223  GEOID HEIGHT    -        -17.978 (meters)                     GEOID18
 NP0223  DYNAMIC HEIGHT  -       1059.807 (meters)     3477.05  (feet) COMP
 NP0223  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 NP0223
 NP0223  VERT ORDER      -  FIRST     CLASS II
 NP0223
 NP0223.The horizontal coordinates were scaled from a map and have
 NP0223.an estimated accuracy of +/- 6 seconds.
 NP0223
 NP0223.The orthometric height was determined by differential leveling and
 NP0223.adjusted by the NATIONAL GEODETIC SURVEY
 NP0223.in June 1991.
 NP0223
 NP0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0223.GEOID18 height accuracy estimate available here.
 NP0223
 NP0223.Click photographs - Photos may exist for this station.
 NP0223
 NP0223.The dynamic height is computed by dividing the NAVD 88
 NP0223.geopotential number by the normal gravity value computed on the
 NP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0223.degrees latitude (g = 980.6199 gals.).
 NP0223
 NP0223.The modeled gravity was interpolated from observed gravity values.
 NP0223
 NP0223;                    North         East    Units  Estimated Accuracy
 NP0223;SPC NE       -   334,970.      263,450.      MT  (+/- 180 meters Scaled)
 NP0223
 NP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH722423(NAD 83)
 NP0223
 NP0223                          SUPERSEDED SURVEY CONTROL
 NP0223
 NP0223  NGVD 29 (??/??/92) 1059.794  (m)         3477.01   (f) ADJ UNCH    1 2
 NP0223
 NP0223.Superseded values are not recommended for survey control.
 NP0223
 NP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0223.See file dsdata.pdf to determine how the superseded data were derived.
 NP0223
 NP0223_MARKER: DB = BENCH MARK DISK
 NP0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0223_STAMPING: R 352 1957
 NP0223_MARK LOGO: CGS
 NP0223_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0223_ROD/PIPE-DEPTH: 11.3 meters
 NP0223
 NP0223  HISTORY     - Date     Condition        Report By
 NP0223  HISTORY     - 1957     MONUMENTED       CGS
 NP0223
 NP0223                          STATION DESCRIPTION
 NP0223
 NP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0223'5.4 MI E FROM CHADRON.
 NP0223'ABOUT 5.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0223'FROM THE STATION AT CHADRON, IN SECTION 19 OR 30, T. 33 N.,
 NP0223'R. 47 W., 26 FEET EAST OF THE NINETH POLE EAST OF MILEPOST 401,
 NP0223'38 FEET SOUTH OF THE SOUTH RAIL, 173 FEET WEST OF THE CENTER
 NP0223'LINE OF A FARM ROAD LEADING SOUTH, 9 1/2 FEET NORTH OF A FENCE,
 NP0223'54 FEET WEST OF A T FENCE CORNER, ABOUT LEVEL WITH THE TRACK, A
 NP0223'DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 NP0223'OF 37 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 NP0223'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0211 ***********************************************************************
 NP0211  DESIGNATION -  R 353
 NP0211  PID         -  NP0211
 NP0211  STATE/COUNTY-  NE/SHERIDAN
 NP0211  COUNTRY     -  US
 NP0211  USGS QUAD   -  HAY SPRINGS (2017)
 NP0211
 NP0211                         *CURRENT SURVEY CONTROL
 NP0211  ______________________________________________________________________
 NP0211* NAD 83(1986) POSITION- 42 42 38.     (N) 102 44 44.     (W)   SCALED
 NP0211* NAVD 88 ORTHO HEIGHT -  1180.324 (meters)     3872.45  (feet) ADJUSTED
 NP0211  ______________________________________________________________________
 NP0211  GEOID HEIGHT    -        -17.988 (meters)                     GEOID18
 NP0211  DYNAMIC HEIGHT  -       1179.714 (meters)     3870.45  (feet) COMP
 NP0211  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 NP0211
 NP0211  VERT ORDER      -  FIRST     CLASS II
 NP0211
 NP0211.The horizontal coordinates were scaled from a map and have
 NP0211.an estimated accuracy of +/- 6 seconds.
 NP0211
 NP0211.The orthometric height was determined by differential leveling and
 NP0211.adjusted by the NATIONAL GEODETIC SURVEY
 NP0211.in June 1991.
 NP0211
 NP0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0211.GEOID18 height accuracy estimate available here.
 NP0211
 NP0211.Click photographs - Photos may exist for this station.
 NP0211
 NP0211.The dynamic height is computed by dividing the NAVD 88
 NP0211.geopotential number by the normal gravity value computed on the
 NP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0211.degrees latitude (g = 980.6199 gals.).
 NP0211
 NP0211.The modeled gravity was interpolated from observed gravity values.
 NP0211
 NP0211;                    North         East    Units  Estimated Accuracy
 NP0211;SPC NE       -   323,040.      275,140.      MT  (+/- 180 meters Scaled)
 NP0211
 NP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH846311(NAD 83)
 NP0211
 NP0211                          SUPERSEDED SURVEY CONTROL
 NP0211
 NP0211  NGVD 29 (??/??/92) 1179.772  (m)         3870.64   (f) ADJ UNCH    1 2
 NP0211
 NP0211.Superseded values are not recommended for survey control.
 NP0211
 NP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0211.See file dsdata.pdf to determine how the superseded data were derived.
 NP0211
 NP0211_MARKER: DB = BENCH MARK DISK
 NP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0211_STAMPING: R 353 1957
 NP0211_MARK LOGO: CGS
 NP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0211+STABILITY: SURFACE MOTION
 NP0211
 NP0211  HISTORY     - Date     Condition        Report By
 NP0211  HISTORY     - 1957     MONUMENTED       CGS
 NP0211
 NP0211                          STATION DESCRIPTION
 NP0211
 NP0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0211'3.4 MI NW FROM HAY SPRINGS.
 NP0211'ABOUT 3.45 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0211'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 32 N., R. 46 W.,
 NP0211'SECTION 32., 0.3 MILE NORTHWEST OF A WOODEN RAILROAD BRIDGE
 NP0211'NUMBER 618, 0.25 MILE SOUTHEAST OF A ROAD CROSSING, 88 1/2
 NP0211'FEET NORTHEAST AND ACROSS THE TRACK FROM THE 2ND POLE NORTHWEST
 NP0211'OF MILEPOST 390, 46 1/2 FEET NORTH EAST OF THE NORTHEAST RAIL,
 NP0211'1 1/2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 1 1/2
 NP0211'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NP0211'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9
 NP0211'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0112 ***********************************************************************
 NN0112  DESIGNATION -  R 36
 NN0112  PID         -  NN0112
 NN0112  STATE/COUNTY-  NE/KNOX
 NN0112  COUNTRY     -  US
 NN0112  USGS QUAD   -  NIOBRARA (2017)
 NN0112
 NN0112                         *CURRENT SURVEY CONTROL
 NN0112  ______________________________________________________________________
 NN0112* NAD 83(1986) POSITION- 42 45 17.     (N) 098 01 38.     (W)   SCALED
 NN0112* NAVD 88 ORTHO HEIGHT -   374.532 (meters)     1228.78  (feet) ADJUSTED
 NN0112  ______________________________________________________________________
 NN0112  GEOID HEIGHT    -        -25.816 (meters)                     GEOID18
 NN0112  DYNAMIC HEIGHT  -        374.410 (meters)     1228.38  (feet) COMP
 NN0112  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 NN0112
 NN0112  VERT ORDER      -  SECOND    CLASS 0
 NN0112
 NN0112.The horizontal coordinates were scaled from a map and have
 NN0112.an estimated accuracy of +/- 6 seconds.
 NN0112
 NN0112.The orthometric height was determined by differential leveling and
 NN0112.adjusted by the NATIONAL GEODETIC SURVEY
 NN0112.in June 1991.
 NN0112
 NN0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0112.GEOID18 height accuracy estimate available here.
 NN0112
 NN0112.Click photographs - Photos may exist for this station.
 NN0112
 NN0112.The dynamic height is computed by dividing the NAVD 88
 NN0112.geopotential number by the normal gravity value computed on the
 NN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0112.degrees latitude (g = 980.6199 gals.).
 NN0112
 NN0112.The modeled gravity was interpolated from observed gravity values.
 NN0112
 NN0112;                    North         East    Units  Estimated Accuracy
 NN0112;SPC NE       -   326,220.      661,470.      MT  (+/- 180 meters Scaled)
 NN0112
 NN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN796340(NAD 83)
 NN0112
 NN0112                          SUPERSEDED SURVEY CONTROL
 NN0112
 NN0112  NGVD 29 (??/??/92)  374.324  (m)         1228.09   (f) ADJ UNCH    2 0
 NN0112
 NN0112.Superseded values are not recommended for survey control.
 NN0112
 NN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0112.See file dsdata.pdf to determine how the superseded data were derived.
 NN0112
 NN0112_MARKER: DB = BENCH MARK DISK
 NN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0112_STAMPING: R 36 1934
 NN0112_MARK LOGO: CGS
 NN0112_PROJECTION: RECESSED 30 CENTIMETERS
 NN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0112+STABILITY: SURFACE MOTION
 NN0112
 NN0112  HISTORY     - Date     Condition        Report By
 NN0112  HISTORY     - 1934     MONUMENTED       CGS
 NN0112  HISTORY     - 1949     GOOD             CGS
 NN0112  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0112
 NN0112                          STATION DESCRIPTION
 NN0112
 NN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0112'AT NIOBRARA.
 NN0112'AT THE NORTHEAST CORNER OF THE NIOBRARA FIREHOUSE, 6.5 FEET
 NN0112'WEST OF A SIDEWALK, 3.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 NN0112'FIREHOUSE, 2.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0112'CONCRETE POST, 1.0 FOOT BELOW THE SURFACE OF THE GROUND.
 NN0112
 NN0112                          STATION RECOVERY (1974)
 NN0112
 NN0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NN0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0042 ***********************************************************************
 LG0042  DESIGNATION -  R 363
 LG0042  PID         -  LG0042
 LG0042  STATE/COUNTY-  NE/OTOE
 LG0042  COUNTRY     -  US
 LG0042  USGS QUAD   -  PALMYRA (2017)
 LG0042
 LG0042                         *CURRENT SURVEY CONTROL
 LG0042  ______________________________________________________________________
 LG0042* NAD 83(1986) POSITION- 40 44 25.     (N) 096 23 10.     (W)   SCALED
 LG0042* NAVD 88 ORTHO HEIGHT -   365.217 (meters)     1198.22  (feet) ADJUSTED
 LG0042  ______________________________________________________________________
 LG0042  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 LG0042  DYNAMIC HEIGHT  -        365.057 (meters)     1197.69  (feet) COMP
 LG0042  MODELED GRAVITY -    980,176.7   (mgal)                       NAVD 88
 LG0042
 LG0042  VERT ORDER      -  SECOND    CLASS 0
 LG0042
 LG0042.The horizontal coordinates were scaled from a map and have
 LG0042.an estimated accuracy of +/- 6 seconds.
 LG0042
 LG0042.The orthometric height was determined by differential leveling and
 LG0042.adjusted by the NATIONAL GEODETIC SURVEY
 LG0042.in June 1991.
 LG0042
 LG0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0042.GEOID18 height accuracy estimate available here.
 LG0042
 LG0042.Click photographs - Photos may exist for this station.
 LG0042
 LG0042.The dynamic height is computed by dividing the NAVD 88
 LG0042.geopotential number by the normal gravity value computed on the
 LG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0042.degrees latitude (g = 980.6199 gals.).
 LG0042
 LG0042.The modeled gravity was interpolated from observed gravity values.
 LG0042
 LG0042;                    North         East    Units  Estimated Accuracy
 LG0042;SPC NE       -   107,070.      805,080.      MT  (+/- 180 meters Scaled)
 LG0042
 LG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL207132(NAD 83)
 LG0042
 LG0042                          SUPERSEDED SURVEY CONTROL
 LG0042
 LG0042  NGVD 29 (??/??/92)  365.122  (m)         1197.90   (f) ADJ UNCH    2 0
 LG0042
 LG0042.Superseded values are not recommended for survey control.
 LG0042
 LG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0042.See file dsdata.pdf to determine how the superseded data were derived.
 LG0042
 LG0042_MARKER: DB = BENCH MARK DISK
 LG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0042_STAMPING: R 363 1961
 LG0042_MARK LOGO: CGS
 LG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0042+STABILITY: SURFACE MOTION
 LG0042
 LG0042  HISTORY     - Date     Condition        Report By
 LG0042  HISTORY     - 1961     MONUMENTED       CGS
 LG0042
 LG0042                          STATION DESCRIPTION
 LG0042
 LG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0042'2.6 MI N FROM PALMYRA.
 LG0042'2.55 MILES NORTH ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 LG0042'AND QUINCY RAILROAD STATION AT PALMYRA, 64 FEET SOUTHEAST OF
 LG0042'CENTER OF ROAD CROSSING, 50 FEET EAST OF A N-S ROAD, 39 FEET
 LG0042'SOUTH OF A E-W ROAD, 2.8 FEET WEST OF A POWER POLE WITH TWO
 LG0042'GUY WIRES, 2 FEET LOWER THAN THE ROAD, 1.9 FEET EAST OF A METAL
 LG0042'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 LG0042'PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1405 ***********************************************************************
 LG1405  DESIGNATION -  R 364 RESET
 LG1405  PID         -  LG1405
 LG1405  STATE/COUNTY-  NE/CASS
 LG1405  COUNTRY     -  US
 LG1405  USGS QUAD   -  AVOCA (2017)
 LG1405
 LG1405                         *CURRENT SURVEY CONTROL
 LG1405  ______________________________________________________________________
 LG1405* NAD 83(1986) POSITION- 40 49 37.     (N) 096 06 55.     (W)   SCALED
 LG1405* NAVD 88 ORTHO HEIGHT -   359.43  (meters)     1179.2   (feet) RESET
 LG1405  ______________________________________________________________________
 LG1405  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 LG1405  VERT ORDER      -  THIRD
 LG1405
 LG1405.The horizontal coordinates were scaled from a map and have
 LG1405.an estimated accuracy of +/- 6 seconds.
 LG1405
 LG1405.The orthometric height was computed from unverified reset data.
 LG1405
 LG1405.No vertical observational check was made to the station.
 LG1405
 LG1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1405.GEOID18 height accuracy estimate available here.
 LG1405
 LG1405.Click photographs - Photos may exist for this station.
 LG1405
 LG1405;                    North         East    Units  Estimated Accuracy
 LG1405;SPC NE       -   117,680.      827,500.      MT  (+/- 180 meters Scaled)
 LG1405
 LG1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432235(NAD 83)
 LG1405
 LG1405                          SUPERSEDED SURVEY CONTROL
 LG1405
 LG1405  NGVD 29 (01/31/13)  359.34   (m)         1178.9    (f) RESET       3  
 LG1405
 LG1405.Superseded values are not recommended for survey control.
 LG1405
 LG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1405.See file dsdata.pdf to determine how the superseded data were derived.
 LG1405
 LG1405_MARKER: DV = VERTICAL CONTROL DISK
 LG1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1405_STAMPING: R 364 RESET 1984
 LG1405_MARK LOGO: NGS
 LG1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1405+STABILITY: SURFACE MOTION
 LG1405
 LG1405  HISTORY     - Date     Condition        Report By
 LG1405  HISTORY     - 1984     MONUMENTED       NGS
 LG1405
 LG1405                          STATION DESCRIPTION
 LG1405
 LG1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1405'0.16 KM (0.10 MI) WEST FROM THE POST OFFICE IN AVOCA, THENCE 2.09 KM
 LG1405'(1.30 MI) RIGHT AND NORTH ALONG STATE HIGHWAY 13C SPUR TO US HIGHWAY
 LG1405'34, THENCE 1.61 KM (1.00 MI) NORTH ALONG A GRAVELED ROAD TO A
 LG1405'CROSSROAD, THENCE 0.48 KM (0.30 MI) RIGHT AND EAST ALONG A GRAVELED
 LG1405'ROAD TO THE MARK ON THE LEFT, IN A PASTURE, AT A T-FENCE CORNER, ON
 LG1405'THE EASTERN SLOPE OF A RIDGE, 13.7 M (44.9 FT) NORTH FROM THE
 LG1405'CENTERLINE OF THE ROAD, 13.50 M (44.29 FT) SOUTH FROM A 24-INCH
 LG1405'DIAMETER WALNUT TREE, 5.49 M (18.01 FT) NORTH FROM THE FENCE CORNER,
 LG1405'0.30 M (0.98 FT) EAST FROM A NORTH/SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0579 ***********************************************************************
 LG0579  DESIGNATION -  R 365
 LG0579  PID         -  LG0579
 LG0579  STATE/COUNTY-  NE/SALINE
 LG0579  COUNTRY     -  US
 LG0579  USGS QUAD   -  SWANTON (2017)
 LG0579
 LG0579                         *CURRENT SURVEY CONTROL
 LG0579  ______________________________________________________________________
 LG0579* NAD 83(1986) POSITION- 40 29 40.3    (N) 097 07 19.5    (W)   HD_HELD2
 LG0579* NAVD 88 ORTHO HEIGHT -   462.910 (meters)     1518.73  (feet) ADJUSTED
 LG0579  ______________________________________________________________________
 LG0579  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 LG0579  DYNAMIC HEIGHT  -        462.657 (meters)     1517.90  (feet) COMP
 LG0579  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LG0579
 LG0579  VERT ORDER      -  SECOND    CLASS 0
 LG0579
 LG0579.The horizontal coordinates were established by autonomous hand held GPS
 LG0579.observations and have an estimated accuracy of +/- 10 meters.
 LG0579
 LG0579.The orthometric height was determined by differential leveling and
 LG0579.adjusted by the NATIONAL GEODETIC SURVEY
 LG0579.in June 1991.
 LG0579
 LG0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0579.GEOID18 height accuracy estimate available here.
 LG0579
 LG0579.Click photographs - Photos may exist for this station.
 LG0579
 LG0579.The dynamic height is computed by dividing the NAVD 88
 LG0579.geopotential number by the normal gravity value computed on the
 LG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0579.degrees latitude (g = 980.6199 gals.).
 LG0579
 LG0579.The modeled gravity was interpolated from observed gravity values.
 LG0579
 LG0579;                    North         East    Units  Estimated Accuracy
 LG0579;SPC NE       -    77,472.      743,884.      MT  (+/- 10 meters HH2 GPS)
 LG0579
 LG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5914084341(NAD 83)
 LG0579
 LG0579                          SUPERSEDED SURVEY CONTROL
 LG0579
 LG0579  NGVD 29 (??/??/92)  462.756  (m)         1518.23   (f) ADJ UNCH    2 0
 LG0579
 LG0579.Superseded values are not recommended for survey control.
 LG0579
 LG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0579.See file dsdata.pdf to determine how the superseded data were derived.
 LG0579
 LG0579_MARKER: DB = BENCH MARK DISK
 LG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0579_STAMPING: R 365 1961
 LG0579_MARK LOGO: CGS
 LG0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0579+STABILITY: SURFACE MOTION
 LG0579
 LG0579  HISTORY     - Date     Condition        Report By
 LG0579  HISTORY     - 1961     MONUMENTED       CGS
 LG0579  HISTORY     - 19950417 GOOD             NGS
 LG0579  HISTORY     - 20070322 POOR             NEDR
 LG0579
 LG0579                          STATION DESCRIPTION
 LG0579
 LG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0579'10.8 MI S FROM DORCHESTER.
 LG0579'0.3 MILE WEST ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LG0579'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0579'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, 108 FEET SOUTHEAST
 LG0579'OF CENTER LINE OF ROAD CROSSING, 100 FEET SOUTH OF CENTER LINE
 LG0579'OF GRAVEL ROAD, 39 FEET EAST OF CENTER LINE OF STATE HIGHWAY 15,
 LG0579'3 FEET WEST OF A POWER LINE POLE, 2.4 FEET SOUTH OF A METAL
 LG0579'WITNESS POST WITH SIGN, 1 FOOT EAST OF A FENCE SET IN TOP OF A
 LG0579'SQUARE CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2 FEET HIGHER
 LG0579'THAN HIGHWAY.
 LG0579
 LG0579                          STATION RECOVERY (1995)
 LG0579
 LG0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0579'RECOVERED AS DESCRIBED.
 LG0579
 LG0579                          STATION RECOVERY (2007)
 LG0579
 LG0579'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (KSM)
 LG0579'MARK WAS FOUND ON THE  EAST BACKSLOPE OF THE GRADER DITCH WITH 2 FEET
 LG0579'OF THE WEST SIDE OF THE CONCRETE MONUMENT EXPOSED. MARK ALSO APPEARS
 LG0579'TO BE LEANING WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0027 ***********************************************************************
 NN0027  DESIGNATION -  R 37
 NN0027  PID         -  NN0027
 NN0027  STATE/COUNTY-  NE/KNOX
 NN0027  COUNTRY     -  US
 NN0027  USGS QUAD   -  VERDIGRE NE (2017)
 NN0027
 NN0027                         *CURRENT SURVEY CONTROL
 NN0027  ______________________________________________________________________
 NN0027* NAD 83(1986) POSITION- 42 39 16.29   (N) 098 02 38.03   (W)   HD_HELD1
 NN0027* NAVD 88 ORTHO HEIGHT -   395.507 (meters)     1297.59  (feet) ADJUSTED
 NN0027  ______________________________________________________________________
 NN0027  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 NN0027  DYNAMIC HEIGHT  -        395.369 (meters)     1297.14  (feet) COMP
 NN0027  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 NN0027
 NN0027  VERT ORDER      -  SECOND    CLASS 0
 NN0027
 NN0027.The horizontal coordinates were determined by differentially corrected
 NN0027.hand held GPS observations or other comparable positioning techniques
 NN0027.and have an estimated accuracy of +/- 3 meters.
 NN0027
 NN0027.The orthometric height was determined by differential leveling and
 NN0027.adjusted by the NATIONAL GEODETIC SURVEY
 NN0027.in June 1991.
 NN0027
 NN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0027.GEOID18 height accuracy estimate available here.
 NN0027
 NN0027.Click photographs - Photos may exist for this station.
 NN0027
 NN0027.The dynamic height is computed by dividing the NAVD 88
 NN0027.geopotential number by the normal gravity value computed on the
 NN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0027.degrees latitude (g = 980.6199 gals.).
 NN0027
 NN0027.The modeled gravity was interpolated from observed gravity values.
 NN0027
 NN0027;                    North         East    Units  Estimated Accuracy
 NN0027;SPC NE       -   315,059.5     660,357.1     MT  (+/- 3 meters HH1 GPS) 
 NN0027
 NN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7836522894(NAD 83)
 NN0027
 NN0027                          SUPERSEDED SURVEY CONTROL
 NN0027
 NN0027  NGVD 29 (??/??/92)  395.302  (m)         1296.92   (f) ADJ UNCH    2 0
 NN0027
 NN0027.Superseded values are not recommended for survey control.
 NN0027
 NN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0027.See file dsdata.pdf to determine how the superseded data were derived.
 NN0027
 NN0027_MARKER: DB = BENCH MARK DISK
 NN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0027_STAMPING: R 37 1934
 NN0027_MARK LOGO: CGS
 NN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0027+STABILITY: SURFACE MOTION
 NN0027
 NN0027  HISTORY     - Date     Condition        Report By
 NN0027  HISTORY     - 1934     MONUMENTED       CGS
 NN0027  HISTORY     - 1951     MARK NOT FOUND   USGS
 NN0027  HISTORY     - 20201026 MARK NOT FOUND   NEGS
 NN0027
 NN0027                          STATION DESCRIPTION
 NN0027
 NN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0027'4 MI N FROM VERDIGRE.
 NN0027'LOCATED 4 MILES NORTH OF STATION AT VERDIGRE, 48 FEET SOUTH OF
 NN0027'CENTERLINE OF ROAD CROSSING TRACK, 43.3 FEET EAST OF EAST RAIL,
 NN0027'37.4 FEET SOUTH WEST OF SOUTHWEST CORNER OF HY. BRIDGE OVER
 NN0027'NIOBRARA CREEK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4
 NN0027'INCHES HIGH.  NOTE-- MUCH OF THE RIVER BANK IN THIS VICINITY
 NN0027'WAS WASHED AWAY IN 1950, LATER THIS AREA WAS FILLED IN WITH BROKEN
 NN0027'ROCK.  BM WAS PROBABLY DESTROYED DURING HIGH WATER STAGE OF
 NN0027'VERDIGREE CR. OR DURING THE REBUILDING OF THE BANK.
 NN0027
 NN0027                          STATION RECOVERY (1951)
 NN0027
 NN0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NN0027'MARK NOT FOUND.
 NN0027
 NN0027                          STATION RECOVERY (2020)
 NN0027
 NN0027'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NN0027'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1282 ***********************************************************************
 NM1282  DESIGNATION -  R 38
 NM1282  PID         -  NM1282
 NM1282  STATE/COUNTY-  NE/PIERCE
 NM1282  COUNTRY     -  US
 NM1282  USGS QUAD   -  OSMOND (2017)
 NM1282
 NM1282                         *CURRENT SURVEY CONTROL
 NM1282  ______________________________________________________________________
 NM1282* NAD 83(1986) POSITION- 42 21 24.     (N) 097 35 45.     (W)   SCALED
 NM1282* NAVD 88 ORTHO HEIGHT -   511.359 (meters)     1677.68  (feet) ADJUSTED
 NM1282  ______________________________________________________________________
 NM1282  GEOID HEIGHT    -        -25.094 (meters)                     GEOID18
 NM1282  DYNAMIC HEIGHT  -        511.171 (meters)     1677.07  (feet) COMP
 NM1282  MODELED GRAVITY -    980,238.3   (mgal)                       NAVD 88
 NM1282
 NM1282  VERT ORDER      -  SECOND    CLASS 0
 NM1282
 NM1282.The horizontal coordinates were scaled from a map and have
 NM1282.an estimated accuracy of +/- 6 seconds.
 NM1282
 NM1282.The orthometric height was determined by differential leveling and
 NM1282.adjusted by the NATIONAL GEODETIC SURVEY
 NM1282.in June 1991.
 NM1282
 NM1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1282.GEOID18 height accuracy estimate available here.
 NM1282
 NM1282.Click photographs - Photos may exist for this station.
 NM1282
 NM1282.The dynamic height is computed by dividing the NAVD 88
 NM1282.geopotential number by the normal gravity value computed on the
 NM1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1282.degrees latitude (g = 980.6199 gals.).
 NM1282
 NM1282.The modeled gravity was interpolated from observed gravity values.
 NM1282
 NM1282;                    North         East    Units  Estimated Accuracy
 NM1282;SPC NE       -   282,920.      698,000.      MT  (+/- 180 meters Scaled)
 NM1282
 NM1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM156903(NAD 83)
 NM1282
 NM1282                          SUPERSEDED SURVEY CONTROL
 NM1282
 NM1282  NGVD 29 (??/??/92)  511.170  (m)         1677.06   (f) ADJ UNCH    2 0
 NM1282
 NM1282.Superseded values are not recommended for survey control.
 NM1282
 NM1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1282.See file dsdata.pdf to determine how the superseded data were derived.
 NM1282
 NM1282_MARKER: DB = BENCH MARK DISK
 NM1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1282_STAMPING: R 38 1934
 NM1282_MARK LOGO: CGS
 NM1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1282+STABILITY: SURFACE MOTION
 NM1282
 NM1282  HISTORY     - Date     Condition        Report By
 NM1282  HISTORY     - 1934     MONUMENTED       CGS
 NM1282  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1282
 NM1282                          STATION DESCRIPTION
 NM1282
 NM1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1282'AT OSMOND.
 NM1282'LOCATED 45 YARDS NORTHWEST OF NORTHWEST CORNER OF BROEKEMEIR SERVICE
 NM1282'STATION AT OSMOND, 37 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 20,
 NM1282'29 FEET EAST OF CENTERLINE OF DRIVE WAY, 3.4 FEET NORTH OF 2 FT
 NM1282'BY 2 FT BRICK CORNER POST.  STANDARD TABLET SET IN TOP OF
 NM1282'CONCRETE POST 3 INCHES HIGH.
 NM1282
 NM1282                          STATION RECOVERY (1961)
 NM1282
 NM1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1282'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1592 ***********************************************************************
 NM1592  DESIGNATION -  R 39 RESET
 NM1592  PID         -  NM1592
 NM1592  STATE/COUNTY-  NE/CEDAR
 NM1592  COUNTRY     -  US
 NM1592  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1592
 NM1592                         *CURRENT SURVEY CONTROL
 NM1592  ______________________________________________________________________
 NM1592* NAD 83(1986) POSITION- 42 51 35.     (N) 097 23 38.     (W)   SCALED
 NM1592* NAVD 88 ORTHO HEIGHT -   364.08  (+/-2cm)     1194.5   (feet) VERTCON
 NM1592  ______________________________________________________________________
 NM1592  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 NM1592  VERT ORDER      -  THIRD (See Below)
 NM1592
 NM1592.The horizontal coordinates were scaled from a map and have
 NM1592.an estimated accuracy of +/- 6 seconds.
 NM1592
 NM1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1592
 NM1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1592.GEOID18 height accuracy estimate available here.
 NM1592
 NM1592.The vertical order pertains to the NGVD 29 superseded value.
 NM1592
 NM1592.Click photographs - Photos may exist for this station.
 NM1592
 NM1592;                    North         East    Units  Estimated Accuracy
 NM1592;SPC NE       -   339,250.      712,940.      MT  (+/- 180 meters Scaled)
 NM1592
 NM1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312464(NAD 83)
 NM1592
 NM1592                          SUPERSEDED SURVEY CONTROL
 NM1592
 NM1592  NGVD 29 (01/31/13)  363.88   (m)         1193.8    (f) RESET       3  
 NM1592
 NM1592.Superseded values are not recommended for survey control.
 NM1592
 NM1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1592.See file dsdata.pdf to determine how the superseded data were derived.
 NM1592
 NM1592_MARKER: DV = VERTICAL CONTROL DISK
 NM1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1592_SP_SET: BRIDGE CURB
 NM1592_STAMPING: R 39 RESET 1977
 NM1592_MARK LOGO: NGS
 NM1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1592
 NM1592  HISTORY     - Date     Condition        Report By
 NM1592  HISTORY     - 1977     MONUMENTED       NEDR
 NM1592
 NM1592                          STATION DESCRIPTION
 NM1592
 NM1592'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NM1592'IN YANKTON.
 NM1592'IN TOP OF CONCRETE BARRIER CURB, 8.5 FEET EAST OF CENTERLINE OF
 NM1592'NORTHBOUND LANE OF BRIDGE, 1 FOOT SOUTH OF SOUTH ABUTMENT. NEBRASKA
 NM1592'END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0471 ***********************************************************************
 NP0471  DESIGNATION -  R 4
 NP0471  PID         -  NP0471
 NP0471  STATE/COUNTY-  NE/SIOUX
 NP0471  COUNTRY     -  US
 NP0471  USGS QUAD   -  ROUNDTOP (2017)
 NP0471
 NP0471                         *CURRENT SURVEY CONTROL
 NP0471  ______________________________________________________________________
 NP0471* NAD 83(1986) POSITION- 42 49 28.     (N) 103 30 24.     (W)   SCALED
 NP0471* NAVD 88 ORTHO HEIGHT -  1131.804 (meters)     3713.26  (feet) ADJUSTED
 NP0471  ______________________________________________________________________
 NP0471  GEOID HEIGHT    -        -16.963 (meters)                     GEOID18
 NP0471  DYNAMIC HEIGHT  -       1131.233 (meters)     3711.39  (feet) COMP
 NP0471  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 NP0471
 NP0471  VERT ORDER      -  FIRST     CLASS II
 NP0471
 NP0471.The horizontal coordinates were scaled from a map and have
 NP0471.an estimated accuracy of +/- 6 seconds.
 NP0471
 NP0471.The orthometric height was determined by differential leveling and
 NP0471.adjusted by the NATIONAL GEODETIC SURVEY
 NP0471.in June 1991.
 NP0471
 NP0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0471.GEOID18 height accuracy estimate available here.
 NP0471
 NP0471.Click photographs - Photos may exist for this station.
 NP0471
 NP0471.The dynamic height is computed by dividing the NAVD 88
 NP0471.geopotential number by the normal gravity value computed on the
 NP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0471.degrees latitude (g = 980.6199 gals.).
 NP0471
 NP0471.The modeled gravity was interpolated from observed gravity values.
 NP0471
 NP0471;                    North         East    Units  Estimated Accuracy
 NP0471;SPC NE       -   337,930.      213,350.      MT  (+/- 180 meters Scaled)
 NP0471
 NP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH220424(NAD 83)
 NP0471
 NP0471                          SUPERSEDED SURVEY CONTROL
 NP0471
 NP0471  NGVD 29 (??/??/92) 1131.218  (m)         3711.34   (f) ADJ UNCH    1 2
 NP0471
 NP0471.Superseded values are not recommended for survey control.
 NP0471
 NP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0471.See file dsdata.pdf to determine how the superseded data were derived.
 NP0471
 NP0471_MARKER: B = BOLT
 NP0471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0471_SP_SET: CULVERT HEADWALL
 NP0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0471+STABILITY: SURFACE MOTION
 NP0471
 NP0471  HISTORY     - Date     Condition        Report By
 NP0471  HISTORY     - 1908     MONUMENTED       CGS
 NP0471  HISTORY     - 1957     GOOD             CGS
 NP0471  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0471
 NP0471                          STATION DESCRIPTION
 NP0471
 NP0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0471'11 MI NW FROM CRAWFORD.
 NP0471'ABOUT 11.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0471'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 24, T.
 NP0471'33 N., R. 53 W., 4 1/2 POLES SOUTHEAST OF MILEPOST 434, 7 1/2
 NP0471'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET LOWER THAN THE RAIL
 NP0471'AND IN THE CENTER OF THE SOUTHWEST HEAD WALL OF A CONCRETE
 NP0471'CULVERT, A COPPER BOLT.
 NP0471
 NP0471                          STATION RECOVERY (1985)
 NP0471
 NP0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0471'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1156 ***********************************************************************
 NM1156  DESIGNATION -  R 40
 NM1156  PID         -  NM1156
 NM1156  STATE/COUNTY-  NE/CEDAR
 NM1156  COUNTRY     -  US
 NM1156  USGS QUAD   -  LAUREL (2017)
 NM1156
 NM1156                         *CURRENT SURVEY CONTROL
 NM1156  ______________________________________________________________________
 NM1156* NAD 83(1986) POSITION- 42 24 19.     (N) 097 02 20.     (W)   SCALED
 NM1156* NAVD 88 ORTHO HEIGHT -   440.174 (meters)     1444.14  (feet) ADJUSTED
 NM1156  ______________________________________________________________________
 NM1156  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 NM1156  DYNAMIC HEIGHT  -        440.027 (meters)     1443.66  (feet) COMP
 NM1156  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 NM1156
 NM1156  VERT ORDER      -  SECOND    CLASS 0
 NM1156
 NM1156.The horizontal coordinates were scaled from a map and have
 NM1156.an estimated accuracy of +/- 6 seconds.
 NM1156
 NM1156.The orthometric height was determined by differential leveling and
 NM1156.adjusted by the NATIONAL GEODETIC SURVEY
 NM1156.in June 1991.
 NM1156
 NM1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1156.GEOID18 height accuracy estimate available here.
 NM1156
 NM1156.Click photographs - Photos may exist for this station.
 NM1156
 NM1156.The dynamic height is computed by dividing the NAVD 88
 NM1156.geopotential number by the normal gravity value computed on the
 NM1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1156.degrees latitude (g = 980.6199 gals.).
 NM1156
 NM1156.The modeled gravity was interpolated from observed gravity values.
 NM1156
 NM1156;                    North         East    Units  Estimated Accuracy
 NM1156;SPC NE       -   289,740.      743,670.      MT  (+/- 180 meters Scaled)
 NM1156
 NM1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM613966(NAD 83)
 NM1156
 NM1156                          SUPERSEDED SURVEY CONTROL
 NM1156
 NM1156  NGVD 29 (??/??/92)  439.987  (m)         1443.52   (f) ADJ UNCH    2 0
 NM1156
 NM1156.Superseded values are not recommended for survey control.
 NM1156
 NM1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1156.See file dsdata.pdf to determine how the superseded data were derived.
 NM1156
 NM1156_MARKER: DB = BENCH MARK DISK
 NM1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1156_STAMPING: R 40 1934
 NM1156_MARK LOGO: CGS
 NM1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1156+STABILITY: SURFACE MOTION
 NM1156
 NM1156  HISTORY     - Date     Condition        Report By
 NM1156  HISTORY     - 1934     MONUMENTED       CGS
 NM1156  HISTORY     - 1971     MARK NOT FOUND   USGS
 NM1156
 NM1156                          STATION DESCRIPTION
 NM1156
 NM1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1156'3 MI SE FROM LAUREL.
 NM1156'3.0 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1156'AND OMAHA RAILWAY FROM THE STATION AT LAUREL, CEDAR COUNTY,
 NM1156'2 POLES NORTHWEST OF MILEPOST 13, 42.5 FEET SOUTHWEST OF THE
 NM1156'SOUTHWEST RAIL OF THE TRACK, AND 3 FEET NORTHEAST OF THE
 NM1156'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 40 1934 AND
 NM1156'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NM1156'GROUND.
 NM1156
 NM1156                          STATION RECOVERY (1971)
 NM1156
 NM1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0557 ***********************************************************************
 NP0557  DESIGNATION -  R 416
 NP0557  PID         -  NP0557
 NP0557  STATE/COUNTY-  NE/DAWES
 NP0557  COUNTRY     -  US
 NP0557  USGS QUAD   -  BELMONT (2017)
 NP0557
 NP0557                         *CURRENT SURVEY CONTROL
 NP0557  ______________________________________________________________________
 NP0557* NAD 83(1986) POSITION- 42 35 43.     (N) 103 20 58.     (W)   SCALED
 NP0557* NAVD 88 ORTHO HEIGHT -  1279.361 (meters)     4197.37  (feet) ADJUSTED
 NP0557  ______________________________________________________________________
 NP0557  GEOID HEIGHT    -        -17.758 (meters)                     GEOID18
 NP0557  DYNAMIC HEIGHT  -       1278.626 (meters)     4194.96  (feet) COMP
 NP0557  MODELED GRAVITY -    980,001.9   (mgal)                       NAVD 88
 NP0557
 NP0557  VERT ORDER      -  FIRST     CLASS II
 NP0557
 NP0557.The horizontal coordinates were scaled from a map and have
 NP0557.an estimated accuracy of +/- 6 seconds.
 NP0557
 NP0557.The orthometric height was determined by differential leveling and
 NP0557.adjusted by the NATIONAL GEODETIC SURVEY
 NP0557.in June 1991.
 NP0557
 NP0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0557.GEOID18 height accuracy estimate available here.
 NP0557
 NP0557.Click photographs - Photos may exist for this station.
 NP0557
 NP0557.The dynamic height is computed by dividing the NAVD 88
 NP0557.geopotential number by the normal gravity value computed on the
 NP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0557.degrees latitude (g = 980.6199 gals.).
 NP0557
 NP0557.The modeled gravity was interpolated from observed gravity values.
 NP0557
 NP0557;                    North         East    Units  Estimated Accuracy
 NP0557;SPC NE       -   311,990.      225,210.      MT  (+/- 180 meters Scaled)
 NP0557
 NP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354171(NAD 83)
 NP0557
 NP0557                          SUPERSEDED SURVEY CONTROL
 NP0557
 NP0557.No superseded survey control is available for this station.
 NP0557
 NP0557_MARKER: I = METAL ROD
 NP0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0557_STAMPING: R 416 1985
 NP0557_MARK LOGO: NGS
 NP0557_PROJECTION: FLUSH
 NP0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0557_ROD/PIPE-DEPTH: 5.5 meters
 NP0557
 NP0557  HISTORY     - Date     Condition        Report By
 NP0557  HISTORY     - 1985     MONUMENTED       NGS
 NP0557
 NP0557                          STATION DESCRIPTION
 NP0557
 NP0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0557'12.9 KM (8.0 MI) SE FROM CRAWFORD.
 NP0557'12.87 KM (8.0 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0557'FROM ITS STATION AT CRAWFORD, IN THE NORTHWEST CORNER OF THE CROSSING
 NP0557'OF A GRAVEL ROAD, NEAR A WIRE GATE, 34.1 METERS (112 FT) WEST OF THE
 NP0557'WEST RAIL, 7.0 METERS (23 FT) SOUTH-SOUTHWEST OF THE CENTER THE ROAD,
 NP0557'7.3 METERS (24 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE WIRE GATE,
 NP0557'20.4 METERS (67 FT) WEST-NORTHWEST OF THE SOUTH END OF A 36-INCH PIPE
 NP0557'CULVERT, 20.6 METERS (67.5 FT) NORTH-NORTHWEST OF BENCH MARK U 343
 NP0557'RESET 1981 AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 NP0557'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0557'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 NP0557'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0351 ***********************************************************************
 MN0351  DESIGNATION -  R 417
 MN0351  PID         -  MN0351
 MN0351  STATE/COUNTY-  NE/MORRILL
 MN0351  COUNTRY     -  US
 MN0351  USGS QUAD   -  BRIDGEPORT (2017)
 MN0351
 MN0351                         *CURRENT SURVEY CONTROL
 MN0351  ______________________________________________________________________
 MN0351* NAD 83(1986) POSITION- 41 38 59.     (N) 103 04 57.     (W)   SCALED
 MN0351* NAVD 88 ORTHO HEIGHT -  1116.534 (meters)     3663.16  (feet) ADJUSTED
 MN0351  ______________________________________________________________________
 MN0351  GEOID HEIGHT    -        -19.533 (meters)                     GEOID18
 MN0351  DYNAMIC HEIGHT  -       1115.831 (meters)     3660.86  (feet) COMP
 MN0351  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 MN0351
 MN0351  VERT ORDER      -  FIRST     CLASS II
 MN0351
 MN0351.The horizontal coordinates were scaled from a map and have
 MN0351.an estimated accuracy of +/- 6 seconds.
 MN0351
 MN0351.The orthometric height was determined by differential leveling and
 MN0351.adjusted by the NATIONAL GEODETIC SURVEY
 MN0351.in June 1991.
 MN0351
 MN0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0351.GEOID18 height accuracy estimate available here.
 MN0351
 MN0351.Click photographs - Photos may exist for this station.
 MN0351
 MN0351.The dynamic height is computed by dividing the NAVD 88
 MN0351.geopotential number by the normal gravity value computed on the
 MN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0351.degrees latitude (g = 980.6199 gals.).
 MN0351
 MN0351.The modeled gravity was interpolated from observed gravity values.
 MN0351
 MN0351;                    North         East    Units  Estimated Accuracy
 MN0351;SPC NE       -   206,240.      243,360.      MT  (+/- 180 meters Scaled)
 MN0351
 MN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG596126(NAD 83)
 MN0351
 MN0351                          SUPERSEDED SURVEY CONTROL
 MN0351
 MN0351.No superseded survey control is available for this station.
 MN0351
 MN0351_MARKER: I = METAL ROD
 MN0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0351_STAMPING: R 417 1985
 MN0351_MARK LOGO: NGS
 MN0351_PROJECTION: FLUSH
 MN0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0351_ROD/PIPE-DEPTH: 15.9 meters
 MN0351
 MN0351  HISTORY     - Date     Condition        Report By
 MN0351  HISTORY     - 1985     MONUMENTED       NGS
 MN0351
 MN0351                          STATION DESCRIPTION
 MN0351
 MN0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0351'2.1 KM (1.3 MI) SE FROM BRIDGEPORT.
 MN0351'2.1 KM (1.3 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0351'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A POWER LINE CROSSING,
 MN0351'13.1 METERS (43.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.6 METERS
 MN0351'(31.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MOST NORTHEAST SET OF
 MN0351'TRACKS FOR THE BURLINGTON NORTHERN RAILROAD, 1.1 METERS (3.5 FT)
 MN0351'SOUTHEAST OF A DOUBLE GUYED POWER POLE, 6.6 METERS (21.5 FT) NORTH OF
 MN0351'A TELEPHONE BURIED CABLE SIGN AND 10.7 METERS (35.2 FT) NORTHWEST OF
 MN0351'THE NORTHEAST CORNER OF AN IRRIGATION BOX CULVERT HEADWALL.
 MN0351'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0351'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MN0351'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0572 ***********************************************************************
 NP0572  DESIGNATION -  R 418
 NP0572  PID         -  NP0572
 NP0572  STATE/COUNTY-  NE/BOX BUTTE
 NP0572  COUNTRY     -  US
 NP0572  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0572
 NP0572                         *CURRENT SURVEY CONTROL
 NP0572  ______________________________________________________________________
 NP0572* NAD 83(1986) POSITION- 42 12 36.     (N) 102 58 32.     (W)   SCALED
 NP0572* NAVD 88 ORTHO HEIGHT -  1258.159 (meters)     4127.81  (feet) ADJUSTED
 NP0572  ______________________________________________________________________
 NP0572  GEOID HEIGHT    -        -18.466 (meters)                     GEOID18
 NP0572  DYNAMIC HEIGHT  -       1257.425 (meters)     4125.40  (feet) COMP
 NP0572  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 NP0572
 NP0572  VERT ORDER      -  FIRST     CLASS II
 NP0572
 NP0572.The horizontal coordinates were scaled from a map and have
 NP0572.an estimated accuracy of +/- 6 seconds.
 NP0572
 NP0572.The orthometric height was determined by differential leveling and
 NP0572.adjusted by the NATIONAL GEODETIC SURVEY
 NP0572.in June 1991.
 NP0572
 NP0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0572.GEOID18 height accuracy estimate available here.
 NP0572
 NP0572.Click photographs - Photos may exist for this station.
 NP0572
 NP0572.The dynamic height is computed by dividing the NAVD 88
 NP0572.geopotential number by the normal gravity value computed on the
 NP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0572.degrees latitude (g = 980.6199 gals.).
 NP0572
 NP0572.The modeled gravity was interpolated from observed gravity values.
 NP0572
 NP0572;                    North         East    Units  Estimated Accuracy
 NP0572;SPC NE       -   268,100.      254,400.      MT  (+/- 180 meters Scaled)
 NP0572
 NP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG671750(NAD 83)
 NP0572
 NP0572                          SUPERSEDED SURVEY CONTROL
 NP0572
 NP0572.No superseded survey control is available for this station.
 NP0572
 NP0572_MARKER: I = METAL ROD
 NP0572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0572_STAMPING: R 418 1985
 NP0572_MARK LOGO: NGS
 NP0572_PROJECTION: FLUSH
 NP0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0572+STABILITY: POSITION/ELEVATION WELL
 NP0572_ROD/PIPE-DEPTH: 6.7 meters
 NP0572_SLEEVE-DEPTH  : 6.1 meters
 NP0572
 NP0572  HISTORY     - Date     Condition        Report By
 NP0572  HISTORY     - 1985     MONUMENTED       NGS
 NP0572
 NP0572                          STATION DESCRIPTION
 NP0572
 NP0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0572'14.8 KM (9.2 MI) SE FROM HEMINGFORD.
 NP0572'14.88 KM (9.25 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 NP0572'OF STATE HIGHWAY 87 AT HEMINGFORD, ALSO 14.16 KM (8.8 MI) NORTHWEST OF
 NP0572'THE RAILROAD STATION AT ALLIANCE, IN THE NORTH CORNER OF THE PROPERTY
 NP0572'AND LAWN OF MR. JOE MONTAGUE, 29.9 METERS (98 FT) SOUTHWEST OF THE
 NP0572'HIGHWAY CENTERLINE, 15.5 METERS (51 FT) NORTHWEST OF THE CENTER OF THE
 NP0572'MOST NORTHWEST DRIVE LEADING TO THE RESIDENCE, 2.9 METERS (9.4 FT)
 NP0572'NORTHWEST OF A 2-INCH PINE TREE AND 3.0 METERS (10 FT) SOUTHEAST OF A
 NP0572'3-INCH PINE TREE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NP0572'LOGO CAP.
 NP0572'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0336 ***********************************************************************
 MM0336  DESIGNATION -  R 422
 MM0336  PID         -  MM0336
 MM0336  STATE/COUNTY-  NE/KEITH
 MM0336  COUNTRY     -  US
 MM0336  USGS QUAD   -  BRULE SE (2017)
 MM0336
 MM0336                         *CURRENT SURVEY CONTROL
 MM0336  ______________________________________________________________________
 MM0336* NAD 83(1986) POSITION- 41 06 03.     (N) 101 50 01.     (W)   SCALED
 MM0336* NAVD 88 ORTHO HEIGHT -   996.530 (meters)     3269.45  (feet) ADJUSTED
 MM0336  ______________________________________________________________________
 MM0336  GEOID HEIGHT    -        -20.845 (meters)                     GEOID18
 MM0336  DYNAMIC HEIGHT  -        995.902 (meters)     3267.39  (feet) COMP
 MM0336  MODELED GRAVITY -    979,959.2   (mgal)                       NAVD 88
 MM0336
 MM0336  VERT ORDER      -  FIRST     CLASS II
 MM0336
 MM0336.The horizontal coordinates were scaled from a map and have
 MM0336.an estimated accuracy of +/- 6 seconds.
 MM0336
 MM0336.The orthometric height was determined by differential leveling and
 MM0336.adjusted by the NATIONAL GEODETIC SURVEY
 MM0336.in June 1991.
 MM0336
 MM0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0336.GEOID18 height accuracy estimate available here.
 MM0336
 MM0336.Click photographs - Photos may exist for this station.
 MM0336
 MM0336.The dynamic height is computed by dividing the NAVD 88
 MM0336.geopotential number by the normal gravity value computed on the
 MM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0336.degrees latitude (g = 980.6199 gals.).
 MM0336
 MM0336.The modeled gravity was interpolated from observed gravity values.
 MM0336
 MM0336;                    North         East    Units  Estimated Accuracy
 MM0336;SPC NE       -   142,360.      346,020.      MT  (+/- 180 meters Scaled)
 MM0336
 MM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL620538(NAD 83)
 MM0336
 MM0336                          SUPERSEDED SURVEY CONTROL
 MM0336
 MM0336  NGVD 29 (02/14/92)  996.087  (m)         3268.00   (f) ADJUSTED    1 2
 MM0336
 MM0336.Superseded values are not recommended for survey control.
 MM0336
 MM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0336.See file dsdata.pdf to determine how the superseded data were derived.
 MM0336
 MM0336_MARKER: I = METAL ROD
 MM0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0336_STAMPING: R 422 1986
 MM0336_MARK LOGO: NGS
 MM0336_PROJECTION: FLUSH
 MM0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0336_ROD/PIPE-DEPTH: 26.8 meters
 MM0336
 MM0336  HISTORY     - Date     Condition        Report By
 MM0336  HISTORY     - 1986     MONUMENTED       NGS
 MM0336
 MM0336                          STATION DESCRIPTION
 MM0336
 MM0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0336'4.9 KM (3.05 MI) EAST FROM BRULE.
 MM0336'4.9 KM (3.05 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0336'ROUTE 51 A IN BRULE, AT RAILROAD MILEPOLE 341 AND THE 1ST POWER POLE
 MM0336'EAST OF HIGHWAY MILEPOST 120, 28.7 METERS (94 FT) SOUTH OF THE HIGHWAY
 MM0336'CENTERLINE, 12.0 METERS (39.2 FT) NORTH OF THE NORTH RAIL OF THE NORTH
 MM0336'SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 0.9 METER (3 FT) WEST
 MM0336'OF POWER POLE 341.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0336'5-INCH LOGO CAP.
 MM0336'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0336'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0966 ***********************************************************************
 LH0966  DESIGNATION -  R 423
 LH0966  PID         -  LH0966
 LH0966  STATE/COUNTY-  NE/FURNAS
 LH0966  COUNTRY     -  US
 LH0966  USGS QUAD   -  ARAPAHOE (2017)
 LH0966
 LH0966                         *CURRENT SURVEY CONTROL
 LH0966  ______________________________________________________________________
 LH0966* NAD 83(1986) POSITION- 40 19 17.     (N) 099 53 53.     (W)   SCALED
 LH0966* NAVD 88 ORTHO HEIGHT -   685.306 (meters)     2248.37  (feet) ADJUSTED
 LH0966  ______________________________________________________________________
 LH0966  GEOID HEIGHT    -        -24.675 (meters)                     GEOID18
 LH0966  DYNAMIC HEIGHT  -        684.871 (meters)     2246.95  (feet) COMP
 LH0966  MODELED GRAVITY -    979,967.6   (mgal)                       NAVD 88
 LH0966
 LH0966  VERT ORDER      -  FIRST     CLASS II
 LH0966
 LH0966.The horizontal coordinates were scaled from a map and have
 LH0966.an estimated accuracy of +/- 6 seconds.
 LH0966
 LH0966.The orthometric height was determined by differential leveling and
 LH0966.adjusted by the NATIONAL GEODETIC SURVEY
 LH0966.in June 1991.
 LH0966
 LH0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0966.GEOID18 height accuracy estimate available here.
 LH0966
 LH0966.Click photographs - Photos may exist for this station.
 LH0966
 LH0966.The dynamic height is computed by dividing the NAVD 88
 LH0966.geopotential number by the normal gravity value computed on the
 LH0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0966.degrees latitude (g = 980.6199 gals.).
 LH0966
 LH0966.The modeled gravity was interpolated from observed gravity values.
 LH0966
 LH0966;                    North         East    Units  Estimated Accuracy
 LH0966;SPC NE       -    54,200.      508,660.      MT  (+/- 180 meters Scaled)
 LH0966
 LH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK237638(NAD 83)
 LH0966
 LH0966                          SUPERSEDED SURVEY CONTROL
 LH0966
 LH0966  NGVD 29 (02/14/92)  685.012  (m)         2247.41   (f) ADJUSTED    1 2
 LH0966
 LH0966.Superseded values are not recommended for survey control.
 LH0966
 LH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0966.See file dsdata.pdf to determine how the superseded data were derived.
 LH0966
 LH0966_MARKER: I = METAL ROD
 LH0966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0966_STAMPING: R 423 1986
 LH0966_MARK LOGO: NGS
 LH0966_PROJECTION: FLUSH
 LH0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0966_ROD/PIPE-DEPTH: 18.2 meters
 LH0966
 LH0966  HISTORY     - Date     Condition        Report By
 LH0966  HISTORY     - 1986     MONUMENTED       NGS
 LH0966
 LH0966                          STATION DESCRIPTION
 LH0966
 LH0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0966'1.7 KM (1.05 MI) NORTH FROM ARAPAHOE.
 LH0966'1.68 KM (1.04 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0966'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION
 LH0966'OF A DIRT ROAD, 0.24 KM (0.15 MI) NORTH OF MILEPOST 22, 20.8 METERS
 LH0966'(68.5 FT) WEST OF THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT)
 LH0966'NORTHWEST OF THE WEST END OF A 18-INCH METAL PIPE CULVERT, 10.8 METERS
 LH0966'(35.5 FT) SOUTH OF THE CENTER OF THE ROAD, 2.3 METERS (7.5 FT) SOUTH
 LH0966'OF A RIGHT OF WAY POST AND 0.3 METER (1 FT) EAST OF A FENCE.
 LH0966'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0966'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0966'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0307 ***********************************************************************
 MM0307  DESIGNATION -  R 424
 MM0307  PID         -  MM0307
 MM0307  STATE/COUNTY-  NE/LINCOLN
 MM0307  COUNTRY     -  US
 MM0307  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0307
 MM0307                         *CURRENT SURVEY CONTROL
 MM0307  ______________________________________________________________________
 MM0307* NAD 83(1986) POSITION- 41 09 44.     (N) 100 49 50.     (W)   SCALED
 MM0307* NAVD 88 ORTHO HEIGHT -   862.684 (meters)     2830.32  (feet) ADJUSTED
 MM0307  ______________________________________________________________________
 MM0307  GEOID HEIGHT    -        -22.087 (meters)                     GEOID18
 MM0307  DYNAMIC HEIGHT  -        862.176 (meters)     2828.66  (feet) COMP
 MM0307  MODELED GRAVITY -    980,005.9   (mgal)                       NAVD 88
 MM0307
 MM0307  VERT ORDER      -  FIRST     CLASS II
 MM0307
 MM0307.The horizontal coordinates were scaled from a map and have
 MM0307.an estimated accuracy of +/- 6 seconds.
 MM0307
 MM0307.The orthometric height was determined by differential leveling and
 MM0307.adjusted by the NATIONAL GEODETIC SURVEY
 MM0307.in June 1994.
 MM0307
 MM0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0307.GEOID18 height accuracy estimate available here.
 MM0307
 MM0307.Click photographs - Photos may exist for this station.
 MM0307
 MM0307.The dynamic height is computed by dividing the NAVD 88
 MM0307.geopotential number by the normal gravity value computed on the
 MM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0307.degrees latitude (g = 980.6199 gals.).
 MM0307
 MM0307.The modeled gravity was interpolated from observed gravity values.
 MM0307
 MM0307;                    North         East    Units  Estimated Accuracy
 MM0307;SPC NE       -   147,880.      430,320.      MT  (+/- 180 meters Scaled)
 MM0307
 MM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL464583(NAD 83)
 MM0307
 MM0307                          SUPERSEDED SURVEY CONTROL
 MM0307
 MM0307  NAVD 88 (06/15/91)  862.688  (m)         2830.34   (f) SUPERSEDED  1 2
 MM0307  NGVD 29 (02/14/92)  862.319  (m)         2829.12   (f) ADJUSTED    1 2
 MM0307
 MM0307.Superseded values are not recommended for survey control.
 MM0307
 MM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0307.See file dsdata.pdf to determine how the superseded data were derived.
 MM0307
 MM0307_MARKER: I = METAL ROD
 MM0307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0307_STAMPING: R 424 1986
 MM0307_MARK LOGO: NGS
 MM0307_PROJECTION: FLUSH
 MM0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0307+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 MM0307_ROD/PIPE-DEPTH: 13.4 meters
 MM0307
 MM0307  HISTORY     - Date     Condition        Report By
 MM0307  HISTORY     - 1986     MONUMENTED       NGS
 MM0307  HISTORY     - 20160531 GOOD             INDIV
 MM0307
 MM0307                          STATION DESCRIPTION
 MM0307
 MM0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0307'8.9 KM (5.55 MI) WEST FROM NORTH PLATTE.
 MM0307'8.92 KM (5.58 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0307'HIGHWAY 83 AT NORTH PLATTE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF
 MM0307'A GRAVEL ROAD, 0.40 KM (0.25 MI) EAST OF MILEPOST 173, 23.4 METERS (77
 MM0307'FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.5 METERS (34.5 FT) WEST OF THE
 MM0307'CENTER OF THE ROAD, 0.9 METER (3 FT) SOUTH OF A POWER POLE AND
 MM0307'0.3 METER (1 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 MM0307'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0307'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0307'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 MM0307
 MM0307                          STATION RECOVERY (2016)
 MM0307
 MM0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0307'RECOVERED AS DESCRIBED, POWER POLE IS 3 FEET NORTH OF MARK. 
 MM0307'LAT. 41 09 43.9 N 
 MM0307'LONG. 100 49 48.5 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0988 ***********************************************************************
 LH0988  DESIGNATION -  R 425
 LH0988  PID         -  LH0988
 LH0988  STATE/COUNTY-  NE/DAWSON
 LH0988  COUNTRY     -  US
 LH0988  USGS QUAD   -  BERTRAND NW (2017)
 LH0988
 LH0988                         *CURRENT SURVEY CONTROL
 LH0988  ______________________________________________________________________
 LH0988* NAD 83(1986) POSITION- 40 44 00.     (N) 099 44 40.     (W)   SCALED
 LH0988* NAVD 88 ORTHO HEIGHT -   729.429 (meters)     2393.14  (feet) ADJUSTED
 LH0988  ______________________________________________________________________
 LH0988  GEOID HEIGHT    -        -23.938 (meters)                     GEOID18
 LH0988  DYNAMIC HEIGHT  -        728.997 (meters)     2391.72  (feet) COMP
 LH0988  MODELED GRAVITY -    980,009.0   (mgal)                       NAVD 88
 LH0988
 LH0988  VERT ORDER      -  FIRST     CLASS II
 LH0988
 LH0988.The horizontal coordinates were scaled from a map and have
 LH0988.an estimated accuracy of +/- 6 seconds.
 LH0988
 LH0988.The orthometric height was determined by differential leveling and
 LH0988.adjusted by the NATIONAL GEODETIC SURVEY
 LH0988.in June 1991.
 LH0988
 LH0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0988.GEOID18 height accuracy estimate available here.
 LH0988
 LH0988.Click photographs - Photos may exist for this station.
 LH0988
 LH0988.The dynamic height is computed by dividing the NAVD 88
 LH0988.geopotential number by the normal gravity value computed on the
 LH0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0988.degrees latitude (g = 980.6199 gals.).
 LH0988
 LH0988.The modeled gravity was interpolated from observed gravity values.
 LH0988
 LH0988;                    North         East    Units  Estimated Accuracy
 LH0988;SPC NE       -    99,960.      521,580.      MT  (+/- 180 meters Scaled)
 LH0988
 LH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML371094(NAD 83)
 LH0988
 LH0988                          SUPERSEDED SURVEY CONTROL
 LH0988
 LH0988  NGVD 29 (02/14/92)  729.150  (m)         2392.22   (f) ADJUSTED    1 2
 LH0988
 LH0988.Superseded values are not recommended for survey control.
 LH0988
 LH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0988.See file dsdata.pdf to determine how the superseded data were derived.
 LH0988
 LH0988_MARKER: DV = VERTICAL CONTROL DISK
 LH0988_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0988_SP_SET: BRIDGE ABUTMENT
 LH0988_STAMPING: R 425 1986
 LH0988_MARK LOGO: NGS
 LH0988_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0988
 LH0988  HISTORY     - Date     Condition        Report By
 LH0988  HISTORY     - 1986     MONUMENTED       NGS
 LH0988  HISTORY     - 20040227 GOOD             NEDR
 LH0988
 LH0988                          STATION DESCRIPTION
 LH0988
 LH0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0988'4.7 KM (2.9 MI) SOUTH FROM LEXINGTON.
 LH0988'4.7 KM (2.95 MI) SOUTH ALONG US HIGHWAY 283 FROM THE OVERPASS BRIDGE
 LH0988'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, IN TOP
 LH0988'OF THE SOUTHEAST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE
 LH0988'PLATTE RIVER AND 5.4 METERS (18 FT) EAST OF THE HIGHWAY CENTERLINE.
 LH0988'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0988
 LH0988                          STATION RECOVERY (2004)
 LH0988
 LH0988'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LH0988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0358 ***********************************************************************
 LJ0358  DESIGNATION -  R 426
 LJ0358  PID         -  LJ0358
 LJ0358  STATE/COUNTY-  NE/LINCOLN
 LJ0358  COUNTRY     -  US
 LJ0358  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0358
 LJ0358                         *CURRENT SURVEY CONTROL
 LJ0358  ______________________________________________________________________
 LJ0358* NAD 83(1986) POSITION- 40 59 57.     (N) 100 19 08.     (W)   SCALED
 LJ0358* NAVD 88 ORTHO HEIGHT -   806.359 (meters)     2645.53  (feet) ADJUSTED
 LJ0358  ______________________________________________________________________
 LJ0358  GEOID HEIGHT    -        -22.861 (meters)                     GEOID18
 LJ0358  DYNAMIC HEIGHT  -        805.881 (meters)     2643.96  (feet) COMP
 LJ0358  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 LJ0358
 LJ0358  VERT ORDER      -  FIRST     CLASS II
 LJ0358
 LJ0358.The horizontal coordinates were scaled from a map and have
 LJ0358.an estimated accuracy of +/- 6 seconds.
 LJ0358
 LJ0358.The orthometric height was determined by differential leveling and
 LJ0358.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0358.in June 1991.
 LJ0358
 LJ0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0358.GEOID18 height accuracy estimate available here.
 LJ0358
 LJ0358.Click photographs - Photos may exist for this station.
 LJ0358
 LJ0358.The dynamic height is computed by dividing the NAVD 88
 LJ0358.geopotential number by the normal gravity value computed on the
 LJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0358.degrees latitude (g = 980.6199 gals.).
 LJ0358
 LJ0358.The modeled gravity was interpolated from observed gravity values.
 LJ0358
 LJ0358;                    North         East    Units  Estimated Accuracy
 LJ0358;SPC NE       -   129,490.      473,180.      MT  (+/- 180 meters Scaled)
 LJ0358
 LJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL890395(NAD 83)
 LJ0358
 LJ0358                          SUPERSEDED SURVEY CONTROL
 LJ0358
 LJ0358  NGVD 29 (02/14/92)  806.035  (m)         2644.47   (f) ADJUSTED    1 2
 LJ0358
 LJ0358.Superseded values are not recommended for survey control.
 LJ0358
 LJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0358.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0358
 LJ0358_MARKER: F = FLANGE-ENCASED ROD
 LJ0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0358_STAMPING: R 426 1986
 LJ0358_MARK LOGO: NGS
 LJ0358_PROJECTION: FLUSH
 LJ0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0358+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 LJ0358_ROD/PIPE-DEPTH: 14.5 meters
 LJ0358
 LJ0358  HISTORY     - Date     Condition        Report By
 LJ0358  HISTORY     - 1986     MONUMENTED       NGS
 LJ0358  HISTORY     - 20100907 GOOD             NEGS
 LJ0358  HISTORY     - 20200213 GOOD             NEGS
 LJ0358
 LJ0358                          STATION DESCRIPTION
 LJ0358
 LJ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0358'5.4 KM (3.35 MI) SE FROM BRADY.
 LJ0358'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 LJ0358'AT BRADY, THENCE 5.05 KM (3.15 MI) SOUTHEAST ALONG US HIGHWAY 30,
 LJ0358'0.45 KM (0.3 MI) NORTHWEST OF MILEPOST 204, 16.9 METERS (55.5 FT)
 LJ0358'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 0.3 METER (1 FT) NORTHEAST OF
 LJ0358'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LJ0358'LOGO CAP.
 LJ0358'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LJ0358'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LJ0358
 LJ0358                          STATION RECOVERY (2010)
 LJ0358
 LJ0358'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0358'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND MARKET STREET IN BRADY,
 LJ0358'NEBRASKA GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 3.14 MILES TO MILEPOST
 LJ0358'203+76 AND THE MARK 64 FEET SOUTH OF THE HIGHWAY CENTERLINE, 1.5 FEET
 LJ0358'
 LJ0358'NORTH OF A STEEL WITNESS POST, 17.5 FEET SOUTHEAST OF STEEL FENCE
 LJ0358'POST, 5.2 FEET NORTH OF A NAIL IN THE TOP OF CORNER FENCE POST AND
 LJ0358'ACCESSED THRU A 5 INCH LOGO CAP FLUSH WITH THE GROUND.
 LJ0358
 LJ0358                          STATION RECOVERY (2020)
 LJ0358
 LJ0358'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LJ0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2133 ***********************************************************************
 MK2133  DESIGNATION -  R 428
 MK2133  PID         -  MK2133
 MK2133  STATE/COUNTY-  NE/DOUGLAS
 MK2133  COUNTRY     -  US
 MK2133  USGS QUAD   -  RALSTON (2017)
 MK2133
 MK2133                         *CURRENT SURVEY CONTROL
 MK2133  ______________________________________________________________________
 MK2133* NAD 83(1986) POSITION- 41 12 18.86   (N) 096 07 09.22   (W)   HD_HELD1
 MK2133* NAVD 88 ORTHO HEIGHT -   321.854 (meters)     1055.95  (feet) ADJUSTED
 MK2133  ______________________________________________________________________
 MK2133  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 MK2133  DYNAMIC HEIGHT  -        321.718 (meters)     1055.50  (feet) COMP
 MK2133  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 MK2133
 MK2133  VERT ORDER      -  FIRST     CLASS II
 MK2133
 MK2133.The horizontal coordinates were determined by differentially corrected
 MK2133.hand held GPS observations or other comparable positioning techniques
 MK2133.and have an estimated accuracy of +/- 3 meters.
 MK2133
 MK2133.The orthometric height was determined by differential leveling and
 MK2133.adjusted by the NATIONAL GEODETIC SURVEY
 MK2133.in June 1991.
 MK2133
 MK2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2133.GEOID18 height accuracy estimate available here.
 MK2133
 MK2133.Click photographs - Photos may exist for this station.
 MK2133
 MK2133.The dynamic height is computed by dividing the NAVD 88
 MK2133.geopotential number by the normal gravity value computed on the
 MK2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2133.degrees latitude (g = 980.6199 gals.).
 MK2133
 MK2133.The modeled gravity was interpolated from observed gravity values.
 MK2133
 MK2133;                    North         East    Units  Estimated Accuracy
 MK2133;SPC NE       -   159,618.1     825,278.6     MT  (+/- 3 meters HH1 GPS) 
 MK2133
 MK2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4153765542(NAD 83)
 MK2133
 MK2133                          SUPERSEDED SURVEY CONTROL
 MK2133
 MK2133.No superseded survey control is available for this station.
 MK2133
 MK2133_MARKER: I = METAL ROD
 MK2133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2133_STAMPING: R 428 1989
 MK2133_MARK LOGO: NGS
 MK2133_PROJECTION: FLUSH
 MK2133_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2133+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2014
 MK2133_ROD/PIPE-DEPTH: 15.4 meters
 MK2133
 MK2133  HISTORY     - Date     Condition        Report By
 MK2133  HISTORY     - 1989     MONUMENTED       NGS
 MK2133  HISTORY     - 20071011 GOOD             NEDR
 MK2133  HISTORY     - 20141206 GOOD             GEOCAC
 MK2133
 MK2133                          STATION DESCRIPTION
 MK2133
 MK2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2133'IN MALLARD, AT THE INTERSECTION OF 135TH AND Q STREETS, 29.8 M (97.8
 MK2133'FT) EAST OF THE CENTER OF 135TH STREET, 14.2 M (46.6 FT) WEST OF A
 MK2133'UTILITY POLE WITH A STREET LIGHT, 11.6 M (38.1 FT) SOUTH-SOUTHWEST OF
 MK2133'AN OFFSET IN A FENCE, 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE
 MK2133'WESTBOUND LANES OF Q STREET, 0.9 M (3.0 FT) NORTH-NORTHEAST OF A
 MK2133'FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 MK2133'LEVEL WITH Q STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2133'5-INCH LOGO CAP.
 MK2133
 MK2133                          STATION RECOVERY (2007)
 MK2133
 MK2133'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DM)
 MK2133'RECOVERED IN GOOD CONDITION.
 MK2133
 MK2133                          STATION RECOVERY (2014)
 MK2133
 MK2133'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK2133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1346 ***********************************************************************
 MJ1346  DESIGNATION -  R 429
 MJ1346  PID         -  MJ1346
 MJ1346  STATE/COUNTY-  NE/DOUGLAS
 MJ1346  COUNTRY     -  US
 MJ1346  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1346
 MJ1346                         *CURRENT SURVEY CONTROL
 MJ1346  ______________________________________________________________________
 MJ1346* NAD 83(1986) POSITION- 41 13 46.     (N) 095 57 06.     (W)   SCALED
 MJ1346* NAVD 88 ORTHO HEIGHT -   359.724 (meters)     1180.19  (feet) ADJUSTED
 MJ1346  ______________________________________________________________________
 MJ1346  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 MJ1346  DYNAMIC HEIGHT  -        359.574 (meters)     1179.70  (feet) COMP
 MJ1346  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 MJ1346
 MJ1346  VERT ORDER      -  FIRST     CLASS II
 MJ1346
 MJ1346.The horizontal coordinates were scaled from a map and have
 MJ1346.an estimated accuracy of +/- 6 seconds.
 MJ1346
 MJ1346.The orthometric height was determined by differential leveling and
 MJ1346.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1346.in June 1991.
 MJ1346
 MJ1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1346.GEOID18 height accuracy estimate available here.
 MJ1346
 MJ1346.Click photographs - Photos may exist for this station.
 MJ1346
 MJ1346.The dynamic height is computed by dividing the NAVD 88
 MJ1346.geopotential number by the normal gravity value computed on the
 MJ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1346.degrees latitude (g = 980.6199 gals.).
 MJ1346
 MJ1346.The modeled gravity was interpolated from observed gravity values.
 MJ1346
 MJ1346;                    North         East    Units  Estimated Accuracy
 MJ1346;SPC NE       -   162,950.      839,190.      MT  (+/- 180 meters Scaled)
 MJ1346
 MJ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526684(NAD 83)
 MJ1346
 MJ1346                          SUPERSEDED SURVEY CONTROL
 MJ1346
 MJ1346.No superseded survey control is available for this station.
 MJ1346
 MJ1346_MARKER: DV = VERTICAL CONTROL DISK
 MJ1346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1346_SP_SET: ABUTMENT
 MJ1346_STAMPING: R 429 1989
 MJ1346_MARK LOGO: NGS
 MJ1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1346+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1346
 MJ1346  HISTORY     - Date     Condition        Report By
 MJ1346  HISTORY     - 1989     MONUMENTED       NGS
 MJ1346
 MJ1346                          STATION DESCRIPTION
 MJ1346
 MJ1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1346'0.4 KM (0.25 MI) WESTERLY ALONG VINTON STREET FROM ITS JUNCTION WITH
 MJ1346'24TH STREET IN OMAHA, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH
 MJ1346'END OF THE EAST CONCRETE ABUTMENT OF THE STREET OVERPASS OF THE
 MJ1346'BURLINGTON NORTHERN AND UNION PACIFIC RAILROADS, 0.3 KM (0.20 MI)
 MJ1346'EAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 480, 8.4 M (27.6 FT)
 MJ1346'NORTHWEST OF THE NEAR RAIL, 5.3 M (17.4 FT) SOUTH OF THE CENTERLINE
 MJ1346'OF VINTON STREET, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0535 ***********************************************************************
 NO0535  DESIGNATION -  R 431
 NO0535  PID         -  NO0535
 NO0535  STATE/COUNTY-  NE/CHERRY
 NO0535  COUNTRY     -  US
 NO0535  USGS QUAD   -  HUDSON LAKE (2017)
 NO0535
 NO0535                         *CURRENT SURVEY CONTROL
 NO0535  ______________________________________________________________________
 NO0535* NAD 83(1986) POSITION- 42 39 28.     (N) 100 41 04.     (W)   SCALED
 NO0535* NAVD 88 ORTHO HEIGHT -   877.728 (meters)     2879.68  (feet) ADJUSTED
 NO0535  ______________________________________________________________________
 NO0535  GEOID HEIGHT    -        -21.404 (meters)                     GEOID18
 NO0535  DYNAMIC HEIGHT  -        877.334 (meters)     2878.39  (feet) COMP
 NO0535  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 NO0535
 NO0535  VERT ORDER      -  FIRST     CLASS II
 NO0535
 NO0535.The horizontal coordinates were scaled from a map and have
 NO0535.an estimated accuracy of +/- 6 seconds.
 NO0535
 NO0535.The orthometric height was determined by differential leveling and
 NO0535.adjusted by the NATIONAL GEODETIC SURVEY
 NO0535.in June 1994.
 NO0535
 NO0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0535.GEOID18 height accuracy estimate available here.
 NO0535
 NO0535.Click photographs - Photos may exist for this station.
 NO0535
 NO0535.The dynamic height is computed by dividing the NAVD 88
 NO0535.geopotential number by the normal gravity value computed on the
 NO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0535.degrees latitude (g = 980.6199 gals.).
 NO0535
 NO0535.The modeled gravity was interpolated from observed gravity values.
 NO0535
 NO0535;                    North         East    Units  Estimated Accuracy
 NO0535;SPC NE       -   313,830.      443,890.      MT  (+/- 180 meters Scaled)
 NO0535
 NO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN619241(NAD 83)
 NO0535
 NO0535                          SUPERSEDED SURVEY CONTROL
 NO0535
 NO0535  NGVD 29 (02/14/92)  877.421  (m)         2878.67   (f) ADJUSTED    1 2
 NO0535
 NO0535.Superseded values are not recommended for survey control.
 NO0535
 NO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0535.See file dsdata.pdf to determine how the superseded data were derived.
 NO0535
 NO0535_MARKER: I = METAL ROD
 NO0535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0535_STAMPING: R 431 1991
 NO0535_MARK LOGO: NGS
 NO0535_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0535_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0535+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0535_ROD/PIPE-DEPTH: 14.5 meters
 NO0535
 NO0535  HISTORY     - Date     Condition        Report By
 NO0535  HISTORY     - 1991     MONUMENTED       NGS
 NO0535
 NO0535                          STATION DESCRIPTION
 NO0535
 NO0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0535'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0535'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0535'ALONG STATE HIGHWAY SPUR 16B, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG
 NO0535'A PAVED ROAD, 50.8 M (166.7 FT) WEST OF A T-FENCE CORNER, 41.4 M
 NO0535'(135.8 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 9.0 M (29.5
 NO0535'FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 5.6 M (18.4 FT) EAST OF
 NO0535'A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 NO0535'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0555 ***********************************************************************
 NO0555  DESIGNATION -  R 432
 NO0555  PID         -  NO0555
 NO0555  STATE/COUNTY-  NE/CHERRY
 NO0555  COUNTRY     -  US
 NO0555  USGS QUAD   -  BRUSH HILL (2017)
 NO0555
 NO0555                         *CURRENT SURVEY CONTROL
 NO0555  ______________________________________________________________________
 NO0555* NAD 83(1986) POSITION- 42 23 56.     (N) 101 01 51.     (W)   SCALED
 NO0555* NAVD 88 ORTHO HEIGHT -   943.542 (meters)     3095.60  (feet) ADJUSTED
 NO0555  ______________________________________________________________________
 NO0555  GEOID HEIGHT    -        -20.420 (meters)                     GEOID18
 NO0555  DYNAMIC HEIGHT  -        943.098 (meters)     3094.15  (feet) COMP
 NO0555  MODELED GRAVITY -    980,118.7   (mgal)                       NAVD 88
 NO0555
 NO0555  VERT ORDER      -  FIRST     CLASS II
 NO0555
 NO0555.The horizontal coordinates were scaled from a map and have
 NO0555.an estimated accuracy of +/- 6 seconds.
 NO0555
 NO0555.The orthometric height was determined by differential leveling and
 NO0555.adjusted by the NATIONAL GEODETIC SURVEY
 NO0555.in June 1994.
 NO0555
 NO0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0555.GEOID18 height accuracy estimate available here.
 NO0555
 NO0555.Click photographs - Photos may exist for this station.
 NO0555
 NO0555.The dynamic height is computed by dividing the NAVD 88
 NO0555.geopotential number by the normal gravity value computed on the
 NO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0555.degrees latitude (g = 980.6199 gals.).
 NO0555
 NO0555.The modeled gravity was interpolated from observed gravity values.
 NO0555
 NO0555;                    North         East    Units  Estimated Accuracy
 NO0555;SPC NE       -   285,360.      415,150.      MT  (+/- 180 meters Scaled)
 NO0555
 NO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM328960(NAD 83)
 NO0555
 NO0555                          SUPERSEDED SURVEY CONTROL
 NO0555
 NO0555  NGVD 29 (02/14/92)  943.247  (m)         3094.64   (f) ADJUSTED    1 2
 NO0555
 NO0555.Superseded values are not recommended for survey control.
 NO0555
 NO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0555.See file dsdata.pdf to determine how the superseded data were derived.
 NO0555
 NO0555_MARKER: I = METAL ROD
 NO0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0555_STAMPING: R 432 1991
 NO0555_MARK LOGO: NGS
 NO0555_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0555_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0555+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0555_ROD/PIPE-DEPTH: 7.2 meters
 NO0555
 NO0555  HISTORY     - Date     Condition        Report By
 NO0555  HISTORY     - 1991     MONUMENTED       NGS
 NO0555
 NO0555                          STATION DESCRIPTION
 NO0555
 NO0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0555'40.8 KM (25.35 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0555'OF STATE HIGHWAY 2 IN MULLEN, 146.0 M (479.0 FT) SOUTH OF THE
 NO0555'SOUTHWEST CORNER OF A BRIDGE SPANNING THE NORTH LOOP RIVER, 24.4 M
 NO0555'(80.1 FT) WEST OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT) SOUTH OF
 NO0555'THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 NO0555'AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 NO0555'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0532 ***********************************************************************
 MM0532  DESIGNATION -  R 433
 MM0532  PID         -  MM0532
 MM0532  STATE/COUNTY-  NE/MCPHERSON
 MM0532  COUNTRY     -  US
 MM0532  USGS QUAD   -  TRYON (2017)
 MM0532
 MM0532                         *CURRENT SURVEY CONTROL
 MM0532  ______________________________________________________________________
 MM0532* NAD 83(1986) POSITION- 41 34 40.     (N) 100 57 45.     (W)   SCALED
 MM0532* NAVD 88 ORTHO HEIGHT -  1005.343 (meters)     3298.36  (feet) ADJUSTED
 MM0532  ______________________________________________________________________
 MM0532  GEOID HEIGHT    -        -21.525 (meters)                     GEOID18
 MM0532  DYNAMIC HEIGHT  -       1004.747 (meters)     3296.41  (feet) COMP
 MM0532  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 MM0532
 MM0532  VERT ORDER      -  FIRST     CLASS II
 MM0532
 MM0532.The horizontal coordinates were scaled from a map and have
 MM0532.an estimated accuracy of +/- 6 seconds.
 MM0532
 MM0532.The orthometric height was determined by differential leveling and
 MM0532.adjusted by the NATIONAL GEODETIC SURVEY
 MM0532.in June 1994.
 MM0532
 MM0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0532.GEOID18 height accuracy estimate available here.
 MM0532
 MM0532.Click photographs - Photos may exist for this station.
 MM0532
 MM0532.The dynamic height is computed by dividing the NAVD 88
 MM0532.geopotential number by the normal gravity value computed on the
 MM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0532.degrees latitude (g = 980.6199 gals.).
 MM0532
 MM0532.The modeled gravity was interpolated from observed gravity values.
 MM0532
 MM0532;                    North         East    Units  Estimated Accuracy
 MM0532;SPC NE       -   194,120.      419,760.      MT  (+/- 180 meters Scaled)
 MM0532
 MM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM363047(NAD 83)
 MM0532
 MM0532                          SUPERSEDED SURVEY CONTROL
 MM0532
 MM0532  NGVD 29 (02/14/92) 1004.973  (m)         3297.15   (f) ADJUSTED    1 2
 MM0532
 MM0532.Superseded values are not recommended for survey control.
 MM0532
 MM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0532.See file dsdata.pdf to determine how the superseded data were derived.
 MM0532
 MM0532_MARKER: I = METAL ROD
 MM0532_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0532_STAMPING: R 433 1991
 MM0532_MARK LOGO: NGS
 MM0532_PROJECTION: FLUSH
 MM0532_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0532+STABILITY: POSITION/ELEVATION WELL
 MM0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0532+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 MM0532_ROD/PIPE-DEPTH: 14.3 meters
 MM0532_SLEEVE-DEPTH  : 7.9 meters
 MM0532
 MM0532  HISTORY     - Date     Condition        Report By
 MM0532  HISTORY     - 1991     MONUMENTED       NGS
 MM0532  HISTORY     - 20150611 GOOD             NEGS
 MM0532
 MM0532                          STATION DESCRIPTION
 MM0532
 MM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0532'3.0 KM (1.85 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0532'IN TRYON, 17.3 M (56.8 FT) EAST OF THE HIGHWAY CENTERLINE, 9.0 M
 MM0532'(29.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT)
 MM0532'WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 MM0532'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MM0532'LOGO CAP.
 MM0532
 MM0532                          STATION RECOVERY (2015)
 MM0532
 MM0532'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (JA)
 MM0532'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0549 ***********************************************************************
 MM0549  DESIGNATION -  R 434
 MM0549  PID         -  MM0549
 MM0549  STATE/COUNTY-  NE/LINCOLN
 MM0549  COUNTRY     -  US
 MM0549  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0549
 MM0549                         *CURRENT SURVEY CONTROL
 MM0549  ______________________________________________________________________
 MM0549* NAD 83(1986) POSITION- 41 09 44.     (N) 100 45 47.     (W)   SCALED
 MM0549* NAVD 88 ORTHO HEIGHT -   854.351 (meters)     2802.98  (feet) ADJUSTED
 MM0549  ______________________________________________________________________
 MM0549  GEOID HEIGHT    -        -22.130 (meters)                     GEOID18
 MM0549  DYNAMIC HEIGHT  -        853.856 (meters)     2801.36  (feet) COMP
 MM0549  MODELED GRAVITY -    980,015.5   (mgal)                       NAVD 88
 MM0549
 MM0549  VERT ORDER      -  FIRST     CLASS II
 MM0549
 MM0549.The horizontal coordinates were scaled from a map and have
 MM0549.an estimated accuracy of +/- 6 seconds.
 MM0549
 MM0549.The orthometric height was determined by differential leveling and
 MM0549.adjusted by the NATIONAL GEODETIC SURVEY
 MM0549.in June 1994.
 MM0549
 MM0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0549.GEOID18 height accuracy estimate available here.
 MM0549
 MM0549.Click photographs - Photos may exist for this station.
 MM0549
 MM0549.The dynamic height is computed by dividing the NAVD 88
 MM0549.geopotential number by the normal gravity value computed on the
 MM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0549.degrees latitude (g = 980.6199 gals.).
 MM0549
 MM0549.The modeled gravity was interpolated from observed gravity values.
 MM0549
 MM0549;                    North         East    Units  Estimated Accuracy
 MM0549;SPC NE       -   147,820.      435,980.      MT  (+/- 180 meters Scaled)
 MM0549
 MM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL520582(NAD 83)
 MM0549
 MM0549                          SUPERSEDED SURVEY CONTROL
 MM0549
 MM0549  NGVD 29 (02/14/92)  854.002  (m)         2801.84   (f) ADJUSTED    1 2
 MM0549
 MM0549.Superseded values are not recommended for survey control.
 MM0549
 MM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0549.See file dsdata.pdf to determine how the superseded data were derived.
 MM0549
 MM0549_MARKER: I = METAL ROD
 MM0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0549_STAMPING: R 434 1991
 MM0549_MARK LOGO: NGS
 MM0549_PROJECTION: FLUSH
 MM0549_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0549+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0549_ROD/PIPE-DEPTH: 12.7 meters
 MM0549
 MM0549  HISTORY     - Date     Condition        Report By
 MM0549  HISTORY     - 1991     MONUMENTED       NGS
 MM0549
 MM0549                          STATION DESCRIPTION
 MM0549
 MM0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0549'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0549'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0549'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, 12.1 M (39.7 FT) SOUTH
 MM0549'OF AND LEVEL WITH THE ROAD CENTERLINE, 7.0 M (23.0 FT) WEST OF THE
 MM0549'CENTER OF WASHBOARD ROAD, 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE WITH
 MM0549'A GUY CABLE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 MM0549'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1452 ***********************************************************************
 LH1452  DESIGNATION -  R 435
 LH1452  PID         -  LH1452
 LH1452  STATE/COUNTY-  NE/BUFFALO
 LH1452  COUNTRY     -  US
 LH1452  USGS QUAD   -  GIBBON SOUTH (2017)
 LH1452
 LH1452                         *CURRENT SURVEY CONTROL
 LH1452  ______________________________________________________________________
 LH1452* NAD 83(1986) POSITION- 40 44 49.     (N) 098 51 13.     (W)   SCALED
 LH1452* NAVD 88 ORTHO HEIGHT -   631.594 (meters)     2072.15  (feet) ADJUSTED
 LH1452  ______________________________________________________________________
 LH1452  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 LH1452  DYNAMIC HEIGHT  -        631.242 (meters)     2071.00  (feet) COMP
 LH1452  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 LH1452
 LH1452  VERT ORDER      -  FIRST     CLASS II
 LH1452
 LH1452.The horizontal coordinates were scaled from a map and have
 LH1452.an estimated accuracy of +/- 6 seconds.
 LH1452
 LH1452.The orthometric height was determined by differential leveling and
 LH1452.adjusted by the NATIONAL GEODETIC SURVEY
 LH1452.in May 1993.
 LH1452
 LH1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1452.GEOID18 height accuracy estimate available here.
 LH1452
 LH1452.Click photographs - Photos may exist for this station.
 LH1452
 LH1452.The dynamic height is computed by dividing the NAVD 88
 LH1452.geopotential number by the normal gravity value computed on the
 LH1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1452.degrees latitude (g = 980.6199 gals.).
 LH1452
 LH1452.The modeled gravity was interpolated from observed gravity values.
 LH1452
 LH1452;                    North         East    Units  Estimated Accuracy
 LH1452;SPC NE       -   102,080.      596,790.      MT  (+/- 180 meters Scaled)
 LH1452
 LH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL123106(NAD 83)
 LH1452
 LH1452                          SUPERSEDED SURVEY CONTROL
 LH1452
 LH1452  NGVD 29 (02/14/92)  631.335  (m)         2071.30   (f) ADJUSTED    1 2
 LH1452
 LH1452.Superseded values are not recommended for survey control.
 LH1452
 LH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1452.See file dsdata.pdf to determine how the superseded data were derived.
 LH1452
 LH1452_MARKER: DV = VERTICAL CONTROL DISK
 LH1452_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1452_SP_SET: GRAIN ELEVATOR
 LH1452_STAMPING: R 435 1991
 LH1452_MARK LOGO: NGS
 LH1452_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1452+STABILITY: POSITION/ELEVATION WELL
 LH1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1452+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1452
 LH1452  HISTORY     - Date     Condition        Report By
 LH1452  HISTORY     - 1991     MONUMENTED       NGS
 LH1452
 LH1452                          STATION DESCRIPTION
 LH1452
 LH1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1452'20.3 KM (12.60 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1452'OF STATE HIGHWAY 44 IN KEARNEY, SET VERTICALLY IN THE WEST FACE OF A
 LH1452'CONCRETE GRAIN STORAGE BIN AT THE CARGILL-GIBBON COMPANY ELEVATOR,
 LH1452'84.8 M (278.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6
 LH1452'FT) ABOVE THE GROUND SURFACE, AND 1.0 M (3.3 FT) NORTH OF THE NORTH
 LH1452'EDGE OF THE WEST TRUCK DUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH1452'CARGILL-GIBBON COMPANY, CONTACT--ALAN GRANDGENETT, MANAGER, BOX 310,
 LH1452'GIBBON, NE 68840, TELEPHONE NUMBER (308) 468-6371.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1494 ***********************************************************************
 LH1494  DESIGNATION -  R 436
 LH1494  PID         -  LH1494
 LH1494  STATE/COUNTY-  NE/CLAY
 LH1494  COUNTRY     -  US
 LH1494  USGS QUAD   -  HASTINGS EAST (2017)
 LH1494
 LH1494                         *CURRENT SURVEY CONTROL
 LH1494  ______________________________________________________________________
 LH1494* NAD 83(1986) POSITION- 40 34 55.     (N) 098 15 37.     (W)   SCALED
 LH1494* NAVD 88 ORTHO HEIGHT -   570.342 (meters)     1871.20  (feet) ADJUSTED
 LH1494  ______________________________________________________________________
 LH1494  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 LH1494  DYNAMIC HEIGHT  -        570.028 (meters)     1870.17  (feet) COMP
 LH1494  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 LH1494
 LH1494  VERT ORDER      -  FIRST     CLASS II
 LH1494
 LH1494.The horizontal coordinates were scaled from a map and have
 LH1494.an estimated accuracy of +/- 6 seconds.
 LH1494
 LH1494.The orthometric height was determined by differential leveling and
 LH1494.adjusted by the NATIONAL GEODETIC SURVEY
 LH1494.in May 1993.
 LH1494
 LH1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1494.GEOID18 height accuracy estimate available here.
 LH1494
 LH1494.Click photographs - Photos may exist for this station.
 LH1494
 LH1494.The dynamic height is computed by dividing the NAVD 88
 LH1494.geopotential number by the normal gravity value computed on the
 LH1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1494.degrees latitude (g = 980.6199 gals.).
 LH1494
 LH1494.The modeled gravity was interpolated from observed gravity values.
 LH1494
 LH1494;                    North         East    Units  Estimated Accuracy
 LH1494;SPC NE       -    84,600.      647,250.      MT  (+/- 180 meters Scaled)
 LH1494
 LH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK626926(NAD 83)
 LH1494
 LH1494                          SUPERSEDED SURVEY CONTROL
 LH1494
 LH1494.No superseded survey control is available for this station.
 LH1494
 LH1494_MARKER: I = METAL ROD
 LH1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1494_STAMPING: R 436 1991
 LH1494_MARK LOGO: NGS
 LH1494_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1494_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1494+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1494_ROD/PIPE-DEPTH: 9.8 meters
 LH1494
 LH1494  HISTORY     - Date     Condition        Report By
 LH1494  HISTORY     - 1991     MONUMENTED       NGS
 LH1494
 LH1494                          STATION DESCRIPTION
 LH1494
 LH1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1494'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1494'U.S. HIGHWAY 281 IN HASTINGS, 45.0 M (147.6 FT) SOUTH OF THE HIGHWAY
 LH1494'CENTERLINE, 11.5 M (37.7 FT) WEST OF THE CENTER OF A COUNTY ROAD, 0.9
 LH1494'M (3.0 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) NORTH OF A
 LH1494'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LH1494'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1272 ***********************************************************************
 LG1272  DESIGNATION -  R 437
 LG1272  PID         -  LG1272
 LG1272  STATE/COUNTY-  NE/FILLMORE
 LG1272  COUNTRY     -  US
 LG1272  USGS QUAD   -  FAIRMONT (2017)
 LG1272
 LG1272                         *CURRENT SURVEY CONTROL
 LG1272  ______________________________________________________________________
 LG1272* NAD 83(1986) POSITION- 40 38 17.     (N) 097 33 34.     (W)   SCALED
 LG1272* NAVD 88 ORTHO HEIGHT -   496.730 (meters)     1629.69  (feet) ADJUSTED
 LG1272  ______________________________________________________________________
 LG1272  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 LG1272  DYNAMIC HEIGHT  -        496.457 (meters)     1628.79  (feet) COMP
 LG1272  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 LG1272
 LG1272  VERT ORDER      -  FIRST     CLASS II
 LG1272
 LG1272.The horizontal coordinates were scaled from a map and have
 LG1272.an estimated accuracy of +/- 6 seconds.
 LG1272
 LG1272.The orthometric height was determined by differential leveling and
 LG1272.adjusted by the NATIONAL GEODETIC SURVEY
 LG1272.in May 1993.
 LG1272
 LG1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1272.GEOID18 height accuracy estimate available here.
 LG1272
 LG1272.Click photographs - Photos may exist for this station.
 LG1272
 LG1272.The dynamic height is computed by dividing the NAVD 88
 LG1272.geopotential number by the normal gravity value computed on the
 LG1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1272.degrees latitude (g = 980.6199 gals.).
 LG1272
 LG1272.The modeled gravity was interpolated from observed gravity values.
 LG1272
 LG1272;                    North         East    Units  Estimated Accuracy
 LG1272;SPC NE       -    92,260.      706,380.      MT  (+/- 180 meters Scaled)
 LG1272
 LG1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK218995(NAD 83)
 LG1272
 LG1272                          SUPERSEDED SURVEY CONTROL
 LG1272
 LG1272.No superseded survey control is available for this station.
 LG1272
 LG1272_MARKER: F = FLANGE-ENCASED ROD
 LG1272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1272_STAMPING: R 437 1991
 LG1272_MARK LOGO: NGS
 LG1272_PROJECTION: FLUSH
 LG1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1272+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1272_ROD/PIPE-DEPTH: 11.0 meters
 LG1272
 LG1272  HISTORY     - Date     Condition        Report By
 LG1272  HISTORY     - 1991     MONUMENTED       NGS
 LG1272  HISTORY     - 20200708 GOOD             NEGS
 LG1272
 LG1272                          STATION DESCRIPTION
 LG1272
 LG1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1272'3.1 KM (1.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1272'U.S. 81 IN FAIRMONT, 58.2 M (190.9 FT) SOUTH OF THE CENTERLINE OF
 LG1272'THE HIGHWAY, 13.5 M (44.3 FT) WEST OF AND LEVEL WITH THE CENTER OF A
 LG1272'GRAVELED ROAD, 9.1 M (29.9 FT) EAST OF A CHAIN-LINK FENCE SURROUNDING
 LG1272'AN ELECTRIC SUB-STATION, 1.7 M (5.6 FT) NORTH OF THE CENTER 1 OF 3
 LG1272'UTILITY POLES, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 LG1272'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1272
 LG1272                          STATION RECOVERY (2020)
 LG1272
 LG1272'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1272'THE MARK IS LOCATED NEAR AN ELECTRICAL SUBSTATION AND MAY EFFECT THE
 LG1272'ACCURACY OF A GPS SURVEY.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1314 ***********************************************************************
 LG1314  DESIGNATION -  R 438
 LG1314  PID         -  LG1314
 LG1314  STATE/COUNTY-  NE/LANCASTER
 LG1314  COUNTRY     -  US
 LG1314  USGS QUAD   -  ROCA (2017)
 LG1314
 LG1314                         *CURRENT SURVEY CONTROL
 LG1314  ______________________________________________________________________
 LG1314* NAD 83(1986) POSITION- 40 44 09.7    (N) 096 42 55.1    (W)   HD_HELD2
 LG1314* NAVD 88 ORTHO HEIGHT -   360.174 (meters)     1181.67  (feet) ADJUSTED
 LG1314  ______________________________________________________________________
 LG1314  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 LG1314  DYNAMIC HEIGHT  -        360.018 (meters)     1181.16  (feet) COMP
 LG1314  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 LG1314
 LG1314  VERT ORDER      -  FIRST     CLASS II
 LG1314
 LG1314.The horizontal coordinates were established by autonomous hand held GPS
 LG1314.observations and have an estimated accuracy of +/- 10 meters.
 LG1314
 LG1314.The orthometric height was determined by differential leveling and
 LG1314.adjusted by the NATIONAL GEODETIC SURVEY
 LG1314.in May 1993.
 LG1314
 LG1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1314.GEOID18 height accuracy estimate available here.
 LG1314
 LG1314.Click photographs - Photos may exist for this station.
 LG1314
 LG1314.The dynamic height is computed by dividing the NAVD 88
 LG1314.geopotential number by the normal gravity value computed on the
 LG1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1314.degrees latitude (g = 980.6199 gals.).
 LG1314
 LG1314.The modeled gravity was interpolated from observed gravity values.
 LG1314
 LG1314;                    North         East    Units  Estimated Accuracy
 LG1314;SPC NE       -   105,493.      777,321.      MT  (+/- 10 meters HH2 GPS)
 LG1314
 LG1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9291811965(NAD 83)
 LG1314
 LG1314                          SUPERSEDED SURVEY CONTROL
 LG1314
 LG1314.No superseded survey control is available for this station.
 LG1314
 LG1314_MARKER: DV = VERTICAL CONTROL DISK
 LG1314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1314_SP_SET: ABUTMENT
 LG1314_STAMPING: R 438 1991
 LG1314_MARK LOGO: NGS
 LG1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1314+STABILITY: POSITION/ELEVATION WELL
 LG1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1314+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 LG1314
 LG1314  HISTORY     - Date     Condition        Report By
 LG1314  HISTORY     - 1991     MONUMENTED       NGS
 LG1314  HISTORY     - 20060822 GOOD             NEDR
 LG1314
 LG1314                          STATION DESCRIPTION
 LG1314
 LG1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1314'4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1314'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, IN TOP OF AND 0.1 M
 LG1314'(0.3 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 LG1314'NORTHBOUND HIGHWAY BRIDGE SPANNING CARDWELL BRANCH CREEK, 5.6 M (18.4
 LG1314'FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LG1314'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1314
 LG1314                          STATION RECOVERY (2006)
 LG1314
 LG1314'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG1314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1341 ***********************************************************************
 LG1341  CBN         -  This is a Cooperative Base Network Control Station.
 LG1341  DESIGNATION -  R 439
 LG1341  PID         -  LG1341
 LG1341  STATE/COUNTY-  NE/OTOE
 LG1341  COUNTRY     -  US
 LG1341  USGS QUAD   -  UNADILLA (2017)
 LG1341
 LG1341                         *CURRENT SURVEY CONTROL
 LG1341  ______________________________________________________________________
 LG1341* NAD 83(2011) POSITION- 40 41 49.58614(N) 096 16 58.18179(W)   ADJUSTED
 LG1341* NAD 83(2011) ELLIP HT-   317.416 (meters)        (06/27/12)   ADJUSTED
 LG1341* NAD 83(2011) EPOCH   -  2010.00
 LG1341* NAVD 88 ORTHO HEIGHT -   344.354 (meters)     1129.77  (feet) ADJUSTED
 LG1341  ______________________________________________________________________
 LG1341  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 LG1341  NAD 83(2011) X  -   -529,982.165 (meters)                     COMP
 LG1341  NAD 83(2011) Y  - -4,813,744.996 (meters)                     COMP
 LG1341  NAD 83(2011) Z  -  4,137,186.148 (meters)                     COMP
 LG1341  LAPLACE CORR    -         -9.46  (seconds)                    DEFLEC18
 LG1341  DYNAMIC HEIGHT  -        344.197 (meters)     1129.25  (feet) COMP
 LG1341  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 LG1341
 LG1341  VERT ORDER      -  FIRST     CLASS II
 LG1341
 LG1341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1341  Standards:
 LG1341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1341  -------------------------------------------------------------------
 LG1341  NETWORK    0.26   0.53           0.12   0.09   0.27      0.00101526
 LG1341  -------------------------------------------------------------------
 LG1341  Click here for local accuracies and other accuracy information.
 LG1341
 LG1341.The horizontal coordinates were established by GPS observations
 LG1341.and adjusted by the National Geodetic Survey in June 2012.
 LG1341
 LG1341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1341.been affixed to the stable North American tectonic plate. See 
 LG1341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1341
 LG1341.The horizontal coordinates are valid at the epoch date displayed above
 LG1341.which is a decimal equivalence of Year/Month/Day.
 LG1341
 LG1341.The orthometric height was determined by differential leveling and
 LG1341.adjusted by the NATIONAL GEODETIC SURVEY
 LG1341.in May 1993.
 LG1341
 LG1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1341.GEOID18 height accuracy estimate available here.
 LG1341
 LG1341.Click photographs - Photos may exist for this station.
 LG1341
 LG1341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1341
 LG1341.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1341
 LG1341.The ellipsoidal height was determined by GPS observations
 LG1341.and is referenced to NAD 83.
 LG1341
 LG1341.The dynamic height is computed by dividing the NAVD 88
 LG1341.geopotential number by the normal gravity value computed on the
 LG1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1341.degrees latitude (g = 980.6199 gals.).
 LG1341
 LG1341.The modeled gravity was interpolated from observed gravity values.
 LG1341
 LG1341. The following values were computed from the NAD 83(2011) position.
 LG1341
 LG1341;                    North         East     Units Scale Factor Converg.
 LG1341;SPC NE       -   102,654.665   813,999.272   MT  0.99975741   +2 27 48.1
 LG1341;SPC NE       -   336,792.85  2,670,595.94   sFT  0.99975741   +2 27 48.1
 LG1341;UTM  14      - 4,508,684.988   729,574.263   MT  1.00024877   +1 46 21.1
 LG1341
 LG1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1341!SPC NE       -   0.99995021  x   0.99975741  =   0.99970763
 LG1341!UTM  14      -   0.99995021  x   1.00024877  =   1.00019897
 LG1341
 LG1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2957408684(NAD 83)
 LG1341
 LG1341                          SUPERSEDED SURVEY CONTROL
 LG1341
 LG1341  NAD 83(2007)-  40 41 49.58616(N)    096 16 58.18230(W) AD(2002.00) 0
 LG1341  ELLIP H (02/10/07)  317.434  (m)                       GP(2002.00)    
 LG1341  ELLIP H (03/30/05)  317.405  (m)                       GP(       ) 3 1
 LG1341  ELLIP H (07/10/01)  317.375  (m)                       GP(       ) 4 1
 LG1341  NAD 83(1995)-  40 41 49.58612(N)    096 16 58.18166(W) AD(       ) B
 LG1341  ELLIP H (06/25/96)  317.502  (m)                       GP(       ) 1 1
 LG1341  NAVD 88             344.35   (m)         1129.8    (f) LEVELING    3  
 LG1341
 LG1341.Superseded values are not recommended for survey control.
 LG1341
 LG1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1341.See file dsdata.pdf to determine how the superseded data were derived.
 LG1341
 LG1341_MARKER: F = FLANGE-ENCASED ROD
 LG1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1341_STAMPING: R 439 1991
 LG1341_MARK LOGO: NGS
 LG1341_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1341+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 LG1341_ROD/PIPE-DEPTH: 9.4 meters
 LG1341
 LG1341  HISTORY     - Date     Condition        Report By
 LG1341  HISTORY     - 1991     MONUMENTED       NGS
 LG1341  HISTORY     - 19950329 GOOD             NGS
 LG1341  HISTORY     - 20000605 GOOD             NEDR
 LG1341  HISTORY     - 2002     GOOD             NEDR
 LG1341  HISTORY     - 20200824 GOOD             NEGS
 LG1341
 LG1341                          STATION DESCRIPTION
 LG1341
 LG1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1341'10.2 KM (6.35 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1341'STATE HIGHWAY 50 IN SYRACUSE, 155.0 M (508.5 FT) EAST OF THE
 LG1341'CENTERLINE OF THE HIGHWAY, 14.7 M (48.2 FT) WEST OF A UTILITY POLE,
 LG1341'10.5 M (34.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 9.9 M (32.5
 LG1341'FT) EAST OF THE CENTER OF THE WEST ENTRANCE TO THE UNADILLA CEMETERY,
 LG1341'0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE
 LG1341'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LG1341'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1341
 LG1341                          STATION RECOVERY (1995)
 LG1341
 LG1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1341'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 2 WITH E STREET
 LG1341'AT A SERVICE STATION IN UNADILLA, GO NORTHWEST ON HIGHWAY 2 FOR 1.1 MI
 LG1341'(1.8 KM) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR
 LG1341'0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AT THE WEST ENTRANCE TO THE
 LG1341'UNADILLA CEMETERY, ON THE NORTH RIGHT-OF-WAY OF THE ROAD AND IN THE SE
 LG1341'CORNER OF THE SW1/4, SEC34, T9N, R10E.  THE MARK IS A STAINLESS STEEL
 LG1341'ROD SET WITHIN A PVC PIPE WITH A 5-INCH LOGO CAP THAT IS FLUSH WITH
 LG1341'THE GROUND.  IT IS 14.7 M (48.2 FT) WEST FROM A UTILITY POLE, 10.5 M
 LG1341'(34.4 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 9.9 M (32.5 FT) EAST
 LG1341'FROM THE CENTER OF THE WEST ENTRANCE TO THE CEMETERY, 0.5 M (1.6 FT)
 LG1341'SOUTHEAST FROM A WITNESS POST, 0.3 M (1.0 FT) SOUTH FROM THE CEMETERY
 LG1341'FENCE AND ABOUT 0.4 M (1.3 FT) ABOVE THE ROAD. ACCESS TO THE MARK IS
 LG1341'THROUGH THE LOGO CAP.
 LG1341
 LG1341                          STATION RECOVERY (2000)
 LG1341
 LG1341'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1341'RECOVERED AS DESCRIBED.
 LG1341
 LG1341                          STATION RECOVERY (2002)
 LG1341
 LG1341'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1341'RECOVERED AS DESCRIBED.
 LG1341
 LG1341                          STATION RECOVERY (2020)
 LG1341
 LG1341'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1376 ***********************************************************************
 LG1376  DESIGNATION -  R 440
 LG1376  PID         -  LG1376
 LG1376  STATE/COUNTY-  NE/LANCASTER
 LG1376  COUNTRY     -  US
 LG1376  USGS QUAD   -  LINCOLN (2017)
 LG1376
 LG1376                         *CURRENT SURVEY CONTROL
 LG1376  ______________________________________________________________________
 LG1376* NAD 83(1986) POSITION- 40 51 26.     (N) 096 40 26.     (W)   SCALED
 LG1376* NAVD 88 ORTHO HEIGHT -   348.683 (meters)     1143.97  (feet) ADJUSTED
 LG1376  ______________________________________________________________________
 LG1376  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 LG1376  DYNAMIC HEIGHT  -        348.531 (meters)     1143.47  (feet) COMP
 LG1376  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 LG1376
 LG1376  VERT ORDER      -  FIRST     CLASS II
 LG1376
 LG1376.The horizontal coordinates were scaled from a map and have
 LG1376.an estimated accuracy of +/- 6 seconds.
 LG1376
 LG1376.The orthometric height was determined by differential leveling and
 LG1376.adjusted by the NATIONAL GEODETIC SURVEY
 LG1376.in May 1993.
 LG1376
 LG1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1376.GEOID18 height accuracy estimate available here.
 LG1376
 LG1376.Click photographs - Photos may exist for this station.
 LG1376
 LG1376.The dynamic height is computed by dividing the NAVD 88
 LG1376.geopotential number by the normal gravity value computed on the
 LG1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1376.degrees latitude (g = 980.6199 gals.).
 LG1376
 LG1376.The modeled gravity was interpolated from observed gravity values.
 LG1376
 LG1376;                    North         East    Units  Estimated Accuracy
 LG1376;SPC NE       -   119,070.      780,300.      MT  (+/- 180 meters Scaled)
 LG1376
 LG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL960255(NAD 83)
 LG1376
 LG1376                          SUPERSEDED SURVEY CONTROL
 LG1376
 LG1376.No superseded survey control is available for this station.
 LG1376
 LG1376_MARKER: F = FLANGE-ENCASED ROD
 LG1376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1376_STAMPING: R 440 1992
 LG1376_MARK LOGO: NGS
 LG1376_PROJECTION: FLUSH
 LG1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1376+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 LG1376_ROD/PIPE-DEPTH: 13.9 meters
 LG1376
 LG1376  HISTORY     - Date     Condition        Report By
 LG1376  HISTORY     - 1992     MONUMENTED       NGS
 LG1376  HISTORY     - 20050402 GOOD             GEOCAC
 LG1376  HISTORY     - 20200616 GOOD             STATE
 LG1376
 LG1376                          STATION DESCRIPTION
 LG1376
 LG1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1376'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR STREET AND BAIR AVENUE,
 LG1376'32.4 M (106.3 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 LG1376'STREET, 11.7 M (38.4 FT) WEST OF THE CENTER OF THE AVENUE, AND 0.8 M
 LG1376'(2.6 FT) EAST OF A WITNESS POST AND CHAIN-LINK FENCE CORNER.
 LG1376'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1376
 LG1376                          STATION RECOVERY (2005)
 LG1376
 LG1376'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1376'FOUND IN GOOD CONDITION. THE WITNESS POST AND THE CHAIN-LINK FENCE ARE
 LG1376'GONE. A NEW DESCRIPTION FOLLOWS. IN THE SE CORNER OF A PAVED LOT NW OF
 LG1376'THE INTERSECTION OF BAIR AVE AND SUPERIOR ST. 11.5 M (37.7 FT) WEST
 LG1376'FROM THE  CENTERLINE OF BAIR AVE. 0.4 M(1.4 FT) EAST OF PARKING LOT
 LG1376'CURB. 11 M (36 FT) SSW FROM CYLINDRICAL TELEPHONE PEDASTAL.
 LG1376'32.5 M (106.6 FT) SE FROM WOODEN TRANSMISSION LINE POLE THAT IS IN AN
 LG1376'8 FT SQUARE RAISED PAD NEAR THE MIDDLE OF THE PARKING LOT. 29.7 M
 LG1376'(97.4 FT) SOUTH OF THE CENTERLINE OF A CONCRETE WALKWAY CONNECTING THE
 LG1376'PARKING LOT TO BAIR AVE. 11.8 M (38.6 FT) EAST OF THE CORNER OF A CURB
 LG1376'RUNNING SOUTH AND EAST. A RAISED PLANTING BED IS TO THE SOUTH AND EAST
 LG1376'OF THE MARK.
 LG1376'THE DISTANCE TO THE CENTERLINE OF SUPERIOR ST WAS NOT CHECKED DUE TO
 LG1376'TRAFFIC CONDITIONS, BUT APPEARS TO BE CORRECT.
 LG1376
 LG1376                          STATION RECOVERY (2020)
 LG1376
 LG1376'RECOVERY NOTE BY STATE AGENCIES UNSPECIFIED 2020 (VB)
 LG1376'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0589 ***********************************************************************
 NO0589  DESIGNATION -  R 441
 NO0589  PID         -  NO0589
 NO0589  STATE/COUNTY-  NE/CHERRY
 NO0589  COUNTRY     -  US
 NO0589  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0589
 NO0589                         *CURRENT SURVEY CONTROL
 NO0589  ______________________________________________________________________
 NO0589* NAD 83(1986) POSITION- 42 53 49.     (N) 100 34 27.     (W)   SCALED
 NO0589* NAVD 88 ORTHO HEIGHT -   827.407 (meters)     2714.58  (feet) ADJUSTED
 NO0589  ______________________________________________________________________
 NO0589  GEOID HEIGHT    -        -21.876 (meters)                     GEOID18
 NO0589  DYNAMIC HEIGHT  -        827.080 (meters)     2713.51  (feet) COMP
 NO0589  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 NO0589
 NO0589  VERT ORDER      -  FIRST     CLASS II
 NO0589
 NO0589.The horizontal coordinates were scaled from a map and have
 NO0589.an estimated accuracy of +/- 6 seconds.
 NO0589
 NO0589.The orthometric height was determined by differential leveling and
 NO0589.adjusted by the NATIONAL GEODETIC SURVEY
 NO0589.in June 1994.
 NO0589
 NO0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0589.GEOID18 height accuracy estimate available here.
 NO0589
 NO0589.Click photographs - Photos may exist for this station.
 NO0589
 NO0589.The dynamic height is computed by dividing the NAVD 88
 NO0589.geopotential number by the normal gravity value computed on the
 NO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0589.degrees latitude (g = 980.6199 gals.).
 NO0589
 NO0589.The modeled gravity was interpolated from observed gravity values.
 NO0589
 NO0589;                    North         East    Units  Estimated Accuracy
 NO0589;SPC NE       -   340,330.      453,110.      MT  (+/- 180 meters Scaled)
 NO0589
 NO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN714505(NAD 83)
 NO0589
 NO0589                          SUPERSEDED SURVEY CONTROL
 NO0589
 NO0589.No superseded survey control is available for this station.
 NO0589
 NO0589_MARKER: I = METAL ROD
 NO0589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NO0589+WITH SETTING: INFORMATION.
 NO0589_STAMPING: R 441 1992
 NO0589_MARK LOGO: NGS
 NO0589_PROJECTION: FLUSH
 NO0589_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0589+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 NO0589_ROD/PIPE-DEPTH: 2.9 meters
 NO0589
 NO0589  HISTORY     - Date     Condition        Report By
 NO0589  HISTORY     - 1992     MONUMENTED       NGS
 NO0589  HISTORY     - 20140930 GOOD             GEOCAC
 NO0589
 NO0589                          STATION DESCRIPTION
 NO0589
 NO0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0589'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0589'IN VALENTINE, 21.4 M (70.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0589'8.5 M (27.9 FT) SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY, 1.5 M
 NO0589'(4.9 FT) NORTH OF A RIGHT-OF-WAY MARKER, 1.2 M (3.9 FT) SOUTH OF A
 NO0589'FENCE CORNER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4
 NO0589'M (1.3 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0589'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 NO0589'REFUSAL AND ANCHORED.
 NO0589
 NO0589                          STATION RECOVERY (2014)
 NO0589
 NO0589'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 NO0589'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0526 ***********************************************************************
 LH0526  DESIGNATION -  R 5
 LH0526  PID         -  LH0526
 LH0526  STATE/COUNTY-  NE/BUFFALO
 LH0526  COUNTRY     -  US
 LH0526  USGS QUAD   -  ALFALFA CENTER (2017)
 LH0526
 LH0526                         *CURRENT SURVEY CONTROL
 LH0526  ______________________________________________________________________
 LH0526* NAD 83(1986) POSITION- 40 41 49.     (N) 099 13 03.     (W)   SCALED
 LH0526* NAVD 88 ORTHO HEIGHT -   673.260 (meters)     2208.85  (feet) ADJUSTED
 LH0526  ______________________________________________________________________
 LH0526  GEOID HEIGHT    -        -24.399 (meters)                     GEOID18
 LH0526  DYNAMIC HEIGHT  -        672.874 (meters)     2207.59  (feet) COMP
 LH0526  MODELED GRAVITY -    980,029.5   (mgal)                       NAVD 88
 LH0526
 LH0526  VERT ORDER      -  FIRST     CLASS II
 LH0526
 LH0526.The horizontal coordinates were scaled from a map and have
 LH0526.an estimated accuracy of +/- 6 seconds.
 LH0526
 LH0526.The orthometric height was determined by differential leveling and
 LH0526.adjusted by the NATIONAL GEODETIC SURVEY
 LH0526.in June 1991.
 LH0526
 LH0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0526.GEOID18 height accuracy estimate available here.
 LH0526
 LH0526.Click photographs - Photos may exist for this station.
 LH0526
 LH0526.The dynamic height is computed by dividing the NAVD 88
 LH0526.geopotential number by the normal gravity value computed on the
 LH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0526.degrees latitude (g = 980.6199 gals.).
 LH0526
 LH0526.The modeled gravity was interpolated from observed gravity values.
 LH0526
 LH0526;                    North         East    Units  Estimated Accuracy
 LH0526;SPC NE       -    96,190.      566,120.      MT  (+/- 180 meters Scaled)
 LH0526
 LH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML816051(NAD 83)
 LH0526
 LH0526                          SUPERSEDED SURVEY CONTROL
 LH0526
 LH0526  NGVD 29 (02/14/92)  673.001  (m)         2208.00   (f) ADJUSTED    1 2
 LH0526  NGVD 29 (??/??/87)  673.013  (m)         2208.04   (f) SUPERSEDED  1 2
 LH0526
 LH0526.Superseded values are not recommended for survey control.
 LH0526
 LH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0526.See file dsdata.pdf to determine how the superseded data were derived.
 LH0526
 LH0526_MARKER: DB = BENCH MARK DISK
 LH0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0526_STAMPING: R 5 1933 2208.007
 LH0526_MARK LOGO: CGS
 LH0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0526+STABILITY: SURFACE MOTION
 LH0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0526+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0526
 LH0526  HISTORY     - Date     Condition        Report By
 LH0526  HISTORY     - 1933     MONUMENTED       CGS
 LH0526  HISTORY     - 1950     GOOD             CGS
 LH0526  HISTORY     - 19910923 GOOD             NGS
 LH0526
 LH0526                          STATION DESCRIPTION
 LH0526
 LH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0526'7.3 MI W FROM KEARNEY.
 LH0526'ABOUT 7.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0526'STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 12 POLES WEST OF
 LH0526'MILEPOST 196, AT A COUNTY-ROAD CROSSING, 41.2 FEET NORTH OF
 LH0526'THE NORTH RAIL OF THE NORTH MAIN TRACK, 39 FEET WEST OF THE
 LH0526'CENTER LINE OF THE ROAD, 5.4 FEET SOUTH OF THE NORTH RAILROAD
 LH0526'RIGHT-OF-WAY FENCE, AND 4 FEET WEST OF THE WEST RIGHT-OF-WAY
 LH0526'FENCE OF THE ROAD.  A STANDARD DISK, STAMPED 2208.007 R 5 1933
 LH0526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 LH0526'ABOVE GROUND.
 LH0526
 LH0526                          STATION RECOVERY (1950)
 LH0526
 LH0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0526'RECOVERED IN GOOD CONDITION.
 LH0526
 LH0526                          STATION RECOVERY (1991)
 LH0526
 LH0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0526'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0526'OF STATE HIGHWAY 44 IN KEARNEY, THENCE 0.3 KM (0.20 MI) SOUTHERLY
 LH0526'ALONG A GRAVELED ROAD, 16.5 M (54.1 FT) WEST OF AND LEVEL WITH THE
 LH0526'ROAD CENTER, 12.6 M (41.3 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH0526'PACIFIC RAILROAD, 3.5 M (11.5 FT) WEST OF A UTILITY POLE, 0.3 M (1.0
 LH0526'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16
 LH0526'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0269 ***********************************************************************
 MN0269  DESIGNATION -  R 50
 MN0269  PID         -  MN0269
 MN0269  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0269  COUNTRY     -  US
 MN0269  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0269
 MN0269                         *CURRENT SURVEY CONTROL
 MN0269  ______________________________________________________________________
 MN0269* NAD 83(1986) POSITION- 41 51 16.     (N) 103 39 16.     (W)   SCALED
 MN0269* NAVD 88 ORTHO HEIGHT -  1182.376 (meters)     3879.18  (feet) ADJUSTED
 MN0269  ______________________________________________________________________
 MN0269  GEOID HEIGHT    -        -18.976 (meters)                     GEOID18
 MN0269  DYNAMIC HEIGHT  -       1181.613 (meters)     3876.68  (feet) COMP
 MN0269  MODELED GRAVITY -    979,937.0   (mgal)                       NAVD 88
 MN0269
 MN0269  VERT ORDER      -  SECOND    CLASS 0
 MN0269
 MN0269.The horizontal coordinates were scaled from a map and have
 MN0269.an estimated accuracy of +/- 6 seconds.
 MN0269
 MN0269.The orthometric height was determined by differential leveling and
 MN0269.adjusted by the NATIONAL GEODETIC SURVEY
 MN0269.in June 1991.
 MN0269
 MN0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0269.GEOID18 height accuracy estimate available here.
 MN0269
 MN0269.Click photographs - Photos may exist for this station.
 MN0269
 MN0269.The dynamic height is computed by dividing the NAVD 88
 MN0269.geopotential number by the normal gravity value computed on the
 MN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0269.degrees latitude (g = 980.6199 gals.).
 MN0269
 MN0269.The modeled gravity was interpolated from observed gravity values.
 MN0269
 MN0269;                    North         East    Units  Estimated Accuracy
 MN0269;SPC NE       -   230,810.      196,730.      MT  (+/- 180 meters Scaled)
 MN0269
 MN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG116344(NAD 83)
 MN0269
 MN0269                          SUPERSEDED SURVEY CONTROL
 MN0269
 MN0269  NGVD 29 (??/??/92) 1181.723  (m)         3877.04   (f) ADJ UNCH    2 0
 MN0269
 MN0269.Superseded values are not recommended for survey control.
 MN0269
 MN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0269.See file dsdata.pdf to determine how the superseded data were derived.
 MN0269
 MN0269_MARKER: DB = BENCH MARK DISK
 MN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0269_STAMPING: R 50 1934
 MN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0269+STABILITY: SURFACE MOTION
 MN0269
 MN0269  HISTORY     - Date     Condition        Report By
 MN0269  HISTORY     - 1934     MONUMENTED       CGS
 MN0269  HISTORY     - 1949     GOOD             CGS
 MN0269
 MN0269                          STATION DESCRIPTION
 MN0269
 MN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0269'AT SCOTTSBLUFF.
 MN0269'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, ABOUT 0.6 MILE EAST OF THE
 MN0269'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 450
 MN0269'FEET EAST OF THE CROSSING OF FIFTH AVENUE, BETWEEN THE TRACK
 MN0269'AND EIGHTH STREET, 31.2 FEET NORTH OF THE NORTH RAIL, AND 6.0
 MN0269'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED R 50 1934 AND
 MN0269'SET IN THE TOP OF A CONCRETE POST.
 MN0269
 MN0269                          STATION RECOVERY (1949)
 MN0269
 MN0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 MN0269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0117 ***********************************************************************
 MN0117  DESIGNATION -  R 51
 MN0117  PID         -  MN0117
 MN0117  STATE/COUNTY-  NE/MORRILL
 MN0117  COUNTRY     -  US
 MN0117  USGS QUAD   -  BROADWATER (2017)
 MN0117
 MN0117                         *CURRENT SURVEY CONTROL
 MN0117  ______________________________________________________________________
 MN0117* NAD 83(1986) POSITION- 41 34 28.     (N) 102 47 19.     (W)   SCALED
 MN0117* NAVD 88 ORTHO HEIGHT -  1086.902 (meters)     3565.94  (feet) ADJUSTED
 MN0117  ______________________________________________________________________
 MN0117  GEOID HEIGHT    -        -19.688 (meters)                     GEOID18
 MN0117  DYNAMIC HEIGHT  -       1086.221 (meters)     3563.71  (feet) COMP
 MN0117  MODELED GRAVITY -    979,959.4   (mgal)                       NAVD 88
 MN0117
 MN0117  VERT ORDER      -  SECOND    CLASS 0
 MN0117
 MN0117.The horizontal coordinates were scaled from a map and have
 MN0117.an estimated accuracy of +/- 6 seconds.
 MN0117
 MN0117.The orthometric height was determined by differential leveling and
 MN0117.adjusted by the NATIONAL GEODETIC SURVEY
 MN0117.in June 1991.
 MN0117
 MN0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0117.GEOID18 height accuracy estimate available here.
 MN0117
 MN0117.Click photographs - Photos may exist for this station.
 MN0117
 MN0117.The dynamic height is computed by dividing the NAVD 88
 MN0117.geopotential number by the normal gravity value computed on the
 MN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0117.degrees latitude (g = 980.6199 gals.).
 MN0117
 MN0117.The modeled gravity was interpolated from observed gravity values.
 MN0117
 MN0117;                    North         East    Units  Estimated Accuracy
 MN0117;SPC NE       -   197,060.      267,550.      MT  (+/- 180 meters Scaled)
 MN0117
 MN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG843048(NAD 83)
 MN0117
 MN0117                          SUPERSEDED SURVEY CONTROL
 MN0117
 MN0117  NGVD 29 (??/??/92) 1086.364  (m)         3564.18   (f) ADJ UNCH    2 0
 MN0117
 MN0117.Superseded values are not recommended for survey control.
 MN0117
 MN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0117.See file dsdata.pdf to determine how the superseded data were derived.
 MN0117
 MN0117_MARKER: DB = BENCH MARK DISK
 MN0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0117_STAMPING: R 51 1934
 MN0117_MARK LOGO: CGS
 MN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0117+STABILITY: SURFACE MOTION
 MN0117
 MN0117  HISTORY     - Date     Condition        Report By
 MN0117  HISTORY     - 1934     MONUMENTED       CGS
 MN0117  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0117
 MN0117                          STATION DESCRIPTION
 MN0117
 MN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0117'3.8 MI E FROM BROADWATER.
 MN0117'ABOUT 3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0117'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 11 POLES EAST
 MN0117'OF MILEPOST 97, 42 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MN0117'TRACK, 174 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26,
 MN0117'AND 5 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 MN0117'DISK, STAMPED R 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0117
 MN0117                          STATION RECOVERY (1964)
 MN0117
 MN0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0050 ***********************************************************************
 MN0050  DESIGNATION -  R 53
 MN0050  PID         -  MN0050
 MN0050  STATE/COUNTY-  NE/GARDEN
 MN0050  COUNTRY     -  US
 MN0050  USGS QUAD   -  OSHKOSH (2017)
 MN0050
 MN0050                         *CURRENT SURVEY CONTROL
 MN0050  ______________________________________________________________________
 MN0050* NAD 83(1986) POSITION- 41 27 38.     (N) 102 20 50.     (W)   SCALED
 MN0050* NAVD 88 ORTHO HEIGHT -  1079.778 (meters)     3542.57  (feet) ADJUSTED
 MN0050  ______________________________________________________________________
 MN0050  GEOID HEIGHT    -        -20.014 (meters)                     GEOID18
 MN0050  DYNAMIC HEIGHT  -       1079.103 (meters)     3540.36  (feet) COMP
 MN0050  MODELED GRAVITY -    979,961.9   (mgal)                       NAVD 88
 MN0050
 MN0050  VERT ORDER      -  SECOND    CLASS 0
 MN0050
 MN0050.The horizontal coordinates were scaled from a map and have
 MN0050.an estimated accuracy of +/- 6 seconds.
 MN0050
 MN0050.The orthometric height was determined by differential leveling and
 MN0050.adjusted by the NATIONAL GEODETIC SURVEY
 MN0050.in June 1991.
 MN0050
 MN0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0050.GEOID18 height accuracy estimate available here.
 MN0050
 MN0050.Click photographs - Photos may exist for this station.
 MN0050
 MN0050.The dynamic height is computed by dividing the NAVD 88
 MN0050.geopotential number by the normal gravity value computed on the
 MN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0050.degrees latitude (g = 980.6199 gals.).
 MN0050
 MN0050.The modeled gravity was interpolated from observed gravity values.
 MN0050
 MN0050;                    North         East    Units  Estimated Accuracy
 MN0050;SPC NE       -   183,320.      303,990.      MT  (+/- 180 meters Scaled)
 MN0050
 MN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF215932(NAD 83)
 MN0050
 MN0050                          SUPERSEDED SURVEY CONTROL
 MN0050
 MN0050  NGVD 29 (??/??/92) 1079.264  (m)         3540.89   (f) ADJ UNCH    2 0
 MN0050
 MN0050.Superseded values are not recommended for survey control.
 MN0050
 MN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0050.See file dsdata.pdf to determine how the superseded data were derived.
 MN0050
 MN0050_MARKER: DB = BENCH MARK DISK
 MN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0050_STAMPING: R 53 1934
 MN0050_MARK LOGO: CGS
 MN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0050+STABILITY: SURFACE MOTION
 MN0050
 MN0050  HISTORY     - Date     Condition        Report By
 MN0050  HISTORY     - 1934     MONUMENTED       CGS
 MN0050  HISTORY     - 1938     GOOD             CGS
 MN0050
 MN0050                          STATION DESCRIPTION
 MN0050
 MN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0050'3.7 MI N FROM OSHKOSH.
 MN0050'3.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0050'OSHKOSH, GARDEN COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING
 MN0050'EAST, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 33 FEET
 MN0050'NORTH OF THE ROAD.  A STANDARD DISK, STAMPED R 53 1934 AND SET IN
 MN0050'THE TOP OF A CONCRETE POST.
 MN0050
 MN0050                          STATION RECOVERY (1938)
 MN0050
 MN0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0294 ***********************************************************************
 MN0294  DESIGNATION -  R 54
 MN0294  PID         -  MN0294
 MN0294  STATE/COUNTY-  NE/BANNER
 MN0294  COUNTRY     -  US
 MN0294  USGS QUAD   -  HARRISBURG (2017)
 MN0294
 MN0294                         *CURRENT SURVEY CONTROL
 MN0294  ______________________________________________________________________
 MN0294* NAD 83(1986) POSITION- 41 30 14.     (N) 103 44 41.     (W)   SCALED
 MN0294* NAVD 88 ORTHO HEIGHT -  1486.222 (meters)     4876.05  (feet) ADJUSTED
 MN0294  ______________________________________________________________________
 MN0294  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 MN0294  DYNAMIC HEIGHT  -       1485.118 (meters)     4872.42  (feet) COMP
 MN0294  MODELED GRAVITY -    979,828.7   (mgal)                       NAVD 88
 MN0294
 MN0294  VERT ORDER      -  SECOND    CLASS 0
 MN0294
 MN0294.The horizontal coordinates were scaled from a map and have
 MN0294.an estimated accuracy of +/- 6 seconds.
 MN0294
 MN0294.The orthometric height was determined by differential leveling and
 MN0294.adjusted by the NATIONAL GEODETIC SURVEY
 MN0294.in June 1991.
 MN0294
 MN0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0294.GEOID18 height accuracy estimate available here.
 MN0294
 MN0294.Click photographs - Photos may exist for this station.
 MN0294
 MN0294.The dynamic height is computed by dividing the NAVD 88
 MN0294.geopotential number by the normal gravity value computed on the
 MN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0294.degrees latitude (g = 980.6199 gals.).
 MN0294
 MN0294.The modeled gravity was interpolated from observed gravity values.
 MN0294
 MN0294;                    North         East    Units  Estimated Accuracy
 MN0294;SPC NE       -   192,240.      187,550.      MT  (+/- 180 meters Scaled)
 MN0294
 MN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF047954(NAD 83)
 MN0294
 MN0294                          SUPERSEDED SURVEY CONTROL
 MN0294
 MN0294  NGVD 29 (??/??/92) 1485.490  (m)         4873.65   (f) ADJ UNCH    2 0
 MN0294
 MN0294.Superseded values are not recommended for survey control.
 MN0294
 MN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0294.See file dsdata.pdf to determine how the superseded data were derived.
 MN0294
 MN0294_MARKER: DB = BENCH MARK DISK
 MN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0294_STAMPING: R 54 1934
 MN0294_MARK LOGO: CGS
 MN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0294+STABILITY: SURFACE MOTION
 MN0294
 MN0294  HISTORY     - Date     Condition        Report By
 MN0294  HISTORY     - 1934     MONUMENTED       CGS
 MN0294  HISTORY     - 1941     GOOD             CGS
 MN0294
 MN0294                          STATION DESCRIPTION
 MN0294
 MN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0294'4 MI S FROM HARRISBURG.
 MN0294'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0294'AT HARRISBURG, BANNER COUNTY, ABOUT 200 FEET WEST OF A HILL
 MN0294'WITH A ROCK OUTCROP ON THE SIDE, ABOUT 160 FEET NORTHEAST OF
 MN0294'THE NORTHEAST CORNER OF A CEMENT CULVERT, 32 FEET EAST OF THE
 MN0294'CENTER LINE OF THE HIGHWAY, AND 4 FEET WEST OF THE RIGHT-OF-WAY
 MN0294'FENCE.  A STANDARD DISK, STAMPED R 54 1934 AND SET IN THE TOP
 MN0294'OF A CONCRETE POST.
 MN0294
 MN0294                          STATION RECOVERY (1941)
 MN0294
 MN0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0195 ***********************************************************************
 MN0195  DESIGNATION -  R 55
 MN0195  PID         -  MN0195
 MN0195  STATE/COUNTY-  NE/MORRILL
 MN0195  COUNTRY     -  US
 MN0195  USGS QUAD   -  ROUNDHOUSE ROCK (2017)
 MN0195
 MN0195                         *CURRENT SURVEY CONTROL
 MN0195  ______________________________________________________________________
 MN0195* NAD 83(1986) POSITION- 41 35 02.     (N) 103 12 51.     (W)   SCALED
 MN0195* NAVD 88 ORTHO HEIGHT -  1163.433 (meters)     3817.03  (feet) ADJUSTED
 MN0195  ______________________________________________________________________
 MN0195  GEOID HEIGHT    -        -19.502 (meters)                     GEOID18
 MN0195  DYNAMIC HEIGHT  -       1162.679 (meters)     3814.56  (feet) COMP
 MN0195  MODELED GRAVITY -    979,934.9   (mgal)                       NAVD 88
 MN0195
 MN0195  VERT ORDER      -  SECOND    CLASS 0
 MN0195
 MN0195.The horizontal coordinates were scaled from a map and have
 MN0195.an estimated accuracy of +/- 6 seconds.
 MN0195
 MN0195.The orthometric height was determined by differential leveling and
 MN0195.adjusted by the NATIONAL GEODETIC SURVEY
 MN0195.in June 1991.
 MN0195
 MN0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0195.GEOID18 height accuracy estimate available here.
 MN0195
 MN0195.Click photographs - Photos may exist for this station.
 MN0195
 MN0195.The dynamic height is computed by dividing the NAVD 88
 MN0195.geopotential number by the normal gravity value computed on the
 MN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0195.degrees latitude (g = 980.6199 gals.).
 MN0195
 MN0195.The modeled gravity was interpolated from observed gravity values.
 MN0195
 MN0195;                    North         East    Units  Estimated Accuracy
 MN0195;SPC NE       -   199,340.      232,130.      MT  (+/- 180 meters Scaled)
 MN0195
 MN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG488051(NAD 83)
 MN0195
 MN0195                          SUPERSEDED SURVEY CONTROL
 MN0195
 MN0195  NGVD 29 (??/??/92) 1162.853  (m)         3815.13   (f) ADJ UNCH    2 0
 MN0195
 MN0195.Superseded values are not recommended for survey control.
 MN0195
 MN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0195.See file dsdata.pdf to determine how the superseded data were derived.
 MN0195
 MN0195_MARKER: DB = BENCH MARK DISK
 MN0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0195_STAMPING: R 55 1934
 MN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0195+STABILITY: SURFACE MOTION
 MN0195
 MN0195  HISTORY     - Date     Condition        Report By
 MN0195  HISTORY     - 1934     MONUMENTED       CGS
 MN0195  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0195
 MN0195                          STATION DESCRIPTION
 MN0195
 MN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0195'3 MI E FROM REDINGTON.
 MN0195'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0195'AT REDINGTON, MORRILL COUNTY, ABOUT 110 FEET WEST OF A POLE, 35
 MN0195'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF A
 MN0195'NORTH-AND-SOUTH FENCE LINE, AND 14 FEET NORTH OF THE RIGHT-OF-WAY
 MN0195'FENCE.  A STANDARD DISK, STAMPED R 55 1934 AND SET IN THE TOP
 MN0195'OF A CONCRETE POST.
 MN0195
 MN0195                          STATION RECOVERY (1972)
 MN0195
 MN0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0467 ***********************************************************************
 NP0467  DESIGNATION -  R 57
 NP0467  PID         -  NP0467
 NP0467  STATE/COUNTY-  NE/SIOUX
 NP0467  COUNTRY     -  US
 NP0467  USGS QUAD   -  HARRISON WEST (2017)
 NP0467
 NP0467                         *CURRENT SURVEY CONTROL
 NP0467  ______________________________________________________________________
 NP0467* NAD 83(1986) POSITION- 42 40 52.     (N) 103 57 34.     (W)   SCALED
 NP0467* NAVD 88 ORTHO HEIGHT -  1494.524 (meters)     4903.28  (feet) ADJUSTED
 NP0467  ______________________________________________________________________
 NP0467  GEOID HEIGHT    -        -15.965 (meters)                     GEOID18
 NP0467  DYNAMIC HEIGHT  -       1493.634 (meters)     4900.36  (feet) COMP
 NP0467  MODELED GRAVITY -    979,972.5   (mgal)                       NAVD 88
 NP0467
 NP0467  VERT ORDER      -  FIRST     CLASS II
 NP0467
 NP0467.The horizontal coordinates were scaled from a map and have
 NP0467.an estimated accuracy of +/- 6 seconds.
 NP0467
 NP0467.The orthometric height was determined by differential leveling and
 NP0467.adjusted by the NATIONAL GEODETIC SURVEY
 NP0467.in June 1991.
 NP0467
 NP0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0467.GEOID18 height accuracy estimate available here.
 NP0467
 NP0467.Click photographs - Photos may exist for this station.
 NP0467
 NP0467.The dynamic height is computed by dividing the NAVD 88
 NP0467.geopotential number by the normal gravity value computed on the
 NP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0467.degrees latitude (g = 980.6199 gals.).
 NP0467
 NP0467.The modeled gravity was interpolated from observed gravity values.
 NP0467
 NP0467;                    North         East    Units  Estimated Accuracy
 NP0467;SPC NE       -   323,630.      175,630.      MT  (+/- 180 meters Scaled)
 NP0467
 NP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH852259(NAD 83)
 NP0467
 NP0467                          SUPERSEDED SURVEY CONTROL
 NP0467
 NP0467  NGVD 29 (??/??/92) 1493.821  (m)         4900.98   (f) ADJ UNCH    1 2
 NP0467
 NP0467.Superseded values are not recommended for survey control.
 NP0467
 NP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0467.See file dsdata.pdf to determine how the superseded data were derived.
 NP0467
 NP0467_MARKER: DB = BENCH MARK DISK
 NP0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0467_STAMPING: R 57 1934
 NP0467_MARK LOGO: CGS
 NP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0467+STABILITY: SURFACE MOTION
 NP0467
 NP0467  HISTORY     - Date     Condition        Report By
 NP0467  HISTORY     - 1934     MONUMENTED       CGS
 NP0467  HISTORY     - 1954     GOOD             CGS
 NP0467
 NP0467                          STATION DESCRIPTION
 NP0467
 NP0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0467'4 MI W FROM HARRISON.
 NP0467'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0467'THE STATION AT HARRISON, 15 POLES WEST OF MILEPOST 464, 161 FEET
 NP0467'WEST OF THE SOUTHWEST CORNER OF A STONE CULVERT, 31 FEET SOUTH
 NP0467'OF THE SOUTH RAIL, 64 FEET NORTH OF A FENCE, 12 FEET NORTHWEST
 NP0467'OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NP0467'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 NP0467'GROUND.  IN SECTION 12, TOWNSHIP 31 NORTH, RANGE 57 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0419 ***********************************************************************
 NP0419  DESIGNATION -  R 58
 NP0419  PID         -  NP0419
 NP0419  STATE/COUNTY-  NE/SIOUX
 NP0419  COUNTRY     -  US
 NP0419  USGS QUAD   -  CHALK BUTTES NE (2017)
 NP0419
 NP0419                         *CURRENT SURVEY CONTROL
 NP0419  ______________________________________________________________________
 NP0419* NAD 83(1986) POSITION- 42 11 21.     (N) 103 47 54.     (W)   SCALED
 NP0419* NAVD 88 ORTHO HEIGHT -  1486.024 (meters)     4875.40  (feet) POSTED
 NP0419  ______________________________________________________________________
 NP0419  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 NP0419  DYNAMIC HEIGHT  -       1485.03  (meters)     4872.1   (feet) COMP
 NP0419  MODELED GRAVITY -    979,903.9   (mgal)                       NAVD 88
 NP0419
 NP0419  VERT ORDER      -  * POSTED, SEE BELOW
 NP0419
 NP0419.The horizontal coordinates were scaled from a map and have
 NP0419.an estimated accuracy of +/- 6 seconds.
 NP0419
 NP0419.The orthometric height was determined by differential leveling
 NP0419.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0419
 NP0419.* This is a POSTED BENCH MARK height.
 NP0419
 NP0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0419.GEOID18 height accuracy estimate available here.
 NP0419
 NP0419.Click photographs - Photos may exist for this station.
 NP0419
 NP0419.The dynamic height is computed by dividing the NAVD 88
 NP0419.geopotential number by the normal gravity value computed on the
 NP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0419.degrees latitude (g = 980.6199 gals.).
 NP0419
 NP0419.The modeled gravity was interpolated from observed gravity values.
 NP0419
 NP0419;                    North         East    Units  Estimated Accuracy
 NP0419;SPC NE       -   268,450.      186,430.      MT  (+/- 180 meters Scaled)
 NP0419
 NP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG992714(NAD 83)
 NP0419
 NP0419                          SUPERSEDED SURVEY CONTROL
 NP0419
 NP0419  NGVD 29 (??/??/92) 1485.256  (m)         4872.88   (f) ADJ UNCH    2 0
 NP0419
 NP0419.Superseded values are not recommended for survey control.
 NP0419
 NP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0419.See file dsdata.pdf to determine how the superseded data were derived.
 NP0419
 NP0419_MARKER: DB = BENCH MARK DISK
 NP0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0419_STAMPING: R 58 1934
 NP0419_MARK LOGO: CGS
 NP0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0419+STABILITY: SURFACE MOTION
 NP0419
 NP0419  HISTORY     - Date     Condition        Report By
 NP0419  HISTORY     - 1934     MONUMENTED       CGS
 NP0419  HISTORY     - 1939     GOOD             CGS
 NP0419  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0419
 NP0419                          STATION DESCRIPTION
 NP0419
 NP0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0419'16.8 MI N FROM MITCHELL.
 NP0419'IN SIOUX COUNTY, 16.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0419'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 67.0 FEET
 NP0419'SOUTHWEST OF THE CENTERLINE OF A CATTLE GUARD, 38.0 FEET WEST OF
 NP0419'THE CENTERLINE OF THE HIGHWAY, 5.5 FEET SOUTHWEST OF A CORNER
 NP0419'FENCE POST, AND 2.8 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A
 NP0419'STANDARD DISK, STAMPED R 58 1934 AND SET IN THE TOP OF A CONCRETE
 NP0419'POST.
 NP0419
 NP0419                          STATION RECOVERY (1939)
 NP0419
 NP0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 NP0419'RECOVERED IN GOOD CONDITION.
 NP0419
 NP0419                          STATION RECOVERY (1981)
 NP0419
 NP0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0010 ***********************************************************************
 LJ0010  DESIGNATION -  R 6
 LJ0010  PID         -  LJ0010
 LJ0010  STATE/COUNTY-  NE/DAWSON
 LJ0010  COUNTRY     -  US
 LJ0010  USGS QUAD   -  GOTHENBURG (2017)
 LJ0010
 LJ0010                         *CURRENT SURVEY CONTROL
 LJ0010  ______________________________________________________________________
 LJ0010* NAD 83(1986) POSITION- 40 56 37.     (N) 100 12 15.     (W)   SCALED
 LJ0010* NAVD 88 ORTHO HEIGHT -   787.328 (meters)     2583.09  (feet) ADJUSTED
 LJ0010  ______________________________________________________________________
 LJ0010  GEOID HEIGHT    -        -23.043 (meters)                     GEOID18
 LJ0010  DYNAMIC HEIGHT  -        786.866 (meters)     2581.58  (feet) COMP
 LJ0010  MODELED GRAVITY -    980,011.8   (mgal)                       NAVD 88
 LJ0010
 LJ0010  VERT ORDER      -  FIRST     CLASS II
 LJ0010
 LJ0010.The horizontal coordinates were scaled from a map and have
 LJ0010.an estimated accuracy of +/- 6 seconds.
 LJ0010
 LJ0010.The orthometric height was determined by differential leveling and
 LJ0010.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0010.in June 1991.
 LJ0010
 LJ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0010.GEOID18 height accuracy estimate available here.
 LJ0010
 LJ0010.Click photographs - Photos may exist for this station.
 LJ0010
 LJ0010.The dynamic height is computed by dividing the NAVD 88
 LJ0010.geopotential number by the normal gravity value computed on the
 LJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0010.degrees latitude (g = 980.6199 gals.).
 LJ0010
 LJ0010.The modeled gravity was interpolated from observed gravity values.
 LJ0010
 LJ0010;                    North         East    Units  Estimated Accuracy
 LJ0010;SPC NE       -   123,290.      482,810.      MT  (+/- 180 meters Scaled)
 LJ0010
 LJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL986331(NAD 83)
 LJ0010
 LJ0010                          SUPERSEDED SURVEY CONTROL
 LJ0010
 LJ0010  NGVD 29 (02/14/92)  787.020  (m)         2582.08   (f) ADJUSTED    1 2
 LJ0010  NGVD 29 (??/??/87)  787.085  (m)         2582.29   (f) SUPERSEDED  1 2
 LJ0010
 LJ0010.Superseded values are not recommended for survey control.
 LJ0010
 LJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0010.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0010
 LJ0010_MARKER: DB = BENCH MARK DISK
 LJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0010_STAMPING: R 6 1933 2582.295
 LJ0010_MARK LOGO: CGS
 LJ0010_PROJECTION: FLUSH
 LJ0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0010+STABILITY: SURFACE MOTION
 LJ0010
 LJ0010  HISTORY     - Date     Condition        Report By
 LJ0010  HISTORY     - 1933     MONUMENTED       CGS
 LJ0010  HISTORY     - 1934     GOOD             CGS
 LJ0010  HISTORY     - 1986     GOOD             NGS
 LJ0010  HISTORY     - 19981104 GOOD             LOCENG
 LJ0010
 LJ0010                          STATION DESCRIPTION
 LJ0010
 LJ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0010'2.3 MI NW FROM GOTHENBURG.
 LJ0010'ABOUT 2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0010'GOTHENBURG, DAWSON COUNTY, ABOUT 11-1/2 POLES NORTHWEST OF
 LJ0010'MILEPOST 251, ABOUT 150 FEET SOUTHEAST OF A ONE-MILE-TO-YARD-LIMIT
 LJ0010'SIGN, 21 FEET WEST OF THE CENTER OF A PRIVATE-ROAD CROSSING,
 LJ0010'147.7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 37.3 FEET
 LJ0010'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND ABOUT 40
 LJ0010'FEET NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED 2582.295
 LJ0010'R 6 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LJ0010'2 INCHES ABOVE GROUND.
 LJ0010
 LJ0010                          STATION RECOVERY (1934)
 LJ0010
 LJ0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0010'RECOVERED IN GOOD CONDITION.
 LJ0010
 LJ0010                          STATION RECOVERY (1986)
 LJ0010
 LJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 LJ0010'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0010'47 AT GOTHENBURG, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 LJ0010'ROAD LEADING SOUTH, 0.14 KM (0.1 MI) NORTHWEST OF MILEPOST 211, 64.8
 LJ0010'METERS (212.5 FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE
 LJ0010'HIGHWAY CENTERLINE, 85.0 METERS (279 FT) NORTHWEST OF THE CENTER OF
 LJ0010'THE ROAD, 21.3 METERS (70 FT) NORTH OF THE 3RD TELEPHONE POLE
 LJ0010'NORTHWEST OF THE ROAD, 11.3 METERS (37 FT) SOUTHWEST OF THE SOUTHWEST
 LJ0010'RAIL OF THE SOUTHWEST TRACKS AND 0.3 METER (1 FT) NORTHEAST OF A
 LJ0010'WITNESS POST.
 LJ0010'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0010'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 LJ0010
 LJ0010                          STATION RECOVERY (1998)
 LJ0010
 LJ0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LJ0010'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0010'TRACK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1135 ***********************************************************************
 AI1135  DESIGNATION -  R 6 RESET
 AI1135  PID         -  AI1135
 AI1135  STATE/COUNTY-  NE/DAWSON
 AI1135  COUNTRY     -  US
 AI1135  USGS QUAD   -  GOTHENBURG (2017)
 AI1135
 AI1135                         *CURRENT SURVEY CONTROL
 AI1135  ______________________________________________________________________
 AI1135* NAD 83(1986) POSITION- 40 56 37.     (N) 100 12 15.     (W)   SCALED
 AI1135* NAVD 88 ORTHO HEIGHT -   786.81  (meters)     2581.4   (feet) RESET
 AI1135  ______________________________________________________________________
 AI1135  GEOID HEIGHT    -        -23.043 (meters)                     GEOID18
 AI1135  VERT ORDER      -  THIRD
 AI1135
 AI1135.The horizontal coordinates were scaled from a map and have
 AI1135.an estimated accuracy of +/- 6 seconds.
 AI1135
 AI1135.The orthometric height was computed from unverified reset data.
 AI1135
 AI1135.No vertical observational check was made to the station.
 AI1135
 AI1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1135.GEOID18 height accuracy estimate available here.
 AI1135
 AI1135.Click photographs - Photos may exist for this station.
 AI1135
 AI1135;                    North         East    Units  Estimated Accuracy
 AI1135;SPC NE       -   123,290.      482,810.      MT  (+/- 180 meters Scaled)
 AI1135
 AI1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL986331(NAD 83)
 AI1135
 AI1135                          SUPERSEDED SURVEY CONTROL
 AI1135
 AI1135.No superseded survey control is available for this station.
 AI1135
 AI1135_MARKER: DV = VERTICAL CONTROL DISK
 AI1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1135_STAMPING: R 6 1998
 AI1135_MARK LOGO: NGS
 AI1135_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1135+STABILITY: SURFACE MOTION
 AI1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1135+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1135
 AI1135  HISTORY     - Date     Condition        Report By
 AI1135  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1135  HISTORY     - 20100901 MARK NOT FOUND   NEGS
 AI1135
 AI1135                          STATION DESCRIPTION
 AI1135
 AI1135'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1135'2.3 MI (3.7 KM) NORTHWEST NORTHWEST ALONG U.S.  HIGHWAY 30 AND THE
 AI1135'UNION PACIFIC RAILROAD FROM THE JUNCTION WITH STATE HIGHWAY 47, AT
 AI1135'GOTHENBURG, TO A FIELD ACCESS ROAD RUNNING SOUTH AND THE MARK ON THE
 AI1135'LEFT, AT HIGHWAY STATION 211+00, ABOUT 1000 FT (304.8 M) WEST OF
 AI1135'RAILROAD MILEPOST 251, ON RAILROAD RIGHT-OF-WAY IN THE NW1/4 SEC8,
 AI1135'T11N, R25W, A STANDARD NGS BENCH MARK DISK, SET INTO THE TOP OF A
 AI1135'ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE, 351 FT
 AI1135'(107.0 M) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 195.0 FT (59.4
 AI1135'M) SOUTHWEST OF THE NUMBER 1 MAIN TRACK, 20 FT (6.1 M) WEST OF THE
 AI1135'CENTERLINE OF THE ACCESS ROAD, 5.0 FT (1.5 M) NORTHEAST OF A BARBED
 AI1135'WIRE FENCE AND 1.10 FT (0.34 M) NORTH OF A WITNESS POST.  THE MARK
 AI1135'CONTAINS FERROUS MATERIAL.
 AI1135
 AI1135                          STATION RECOVERY (2010)
 AI1135
 AI1135'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 AI1135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0770 ***********************************************************************
 ML0770  DESIGNATION -  R 60
 ML0770  PID         -  ML0770
 ML0770  STATE/COUNTY-  NE/CUSTER
 ML0770  COUNTRY     -  US
 ML0770  USGS QUAD   -  EDDYVILLE NW (2017)
 ML0770
 ML0770                         *CURRENT SURVEY CONTROL
 ML0770  ______________________________________________________________________
 ML0770* NAD 83(1986) POSITION- 41 11 04.     (N) 099 43 21.     (W)   SCALED
 ML0770* NAVD 88 ORTHO HEIGHT -   742.147 (meters)     2434.86  (feet) ADJUSTED
 ML0770  ______________________________________________________________________
 ML0770  GEOID HEIGHT    -        -23.002 (meters)                     GEOID18
 ML0770  DYNAMIC HEIGHT  -        741.745 (meters)     2433.54  (feet) COMP
 ML0770  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 ML0770
 ML0770  VERT ORDER      -  SECOND    CLASS 0
 ML0770
 ML0770.The horizontal coordinates were scaled from a map and have
 ML0770.an estimated accuracy of +/- 6 seconds.
 ML0770
 ML0770.The orthometric height was determined by differential leveling and
 ML0770.adjusted by the NATIONAL GEODETIC SURVEY
 ML0770.in June 1991.
 ML0770
 ML0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0770.GEOID18 height accuracy estimate available here.
 ML0770
 ML0770.Click photographs - Photos may exist for this station.
 ML0770
 ML0770.The dynamic height is computed by dividing the NAVD 88
 ML0770.geopotential number by the normal gravity value computed on the
 ML0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0770.degrees latitude (g = 980.6199 gals.).
 ML0770
 ML0770.The modeled gravity was interpolated from observed gravity values.
 ML0770
 ML0770;                    North         East    Units  Estimated Accuracy
 ML0770;SPC NE       -   150,050.      523,280.      MT  (+/- 180 meters Scaled)
 ML0770
 ML0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML394594(NAD 83)
 ML0770
 ML0770                          SUPERSEDED SURVEY CONTROL
 ML0770
 ML0770  NGVD 29 (??/??/92)  741.892  (m)         2434.02   (f) ADJ UNCH    2 0
 ML0770
 ML0770.Superseded values are not recommended for survey control.
 ML0770
 ML0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0770.See file dsdata.pdf to determine how the superseded data were derived.
 ML0770
 ML0770_MARKER: DB = BENCH MARK DISK
 ML0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0770_STAMPING: R 60 1934
 ML0770_MARK LOGO: CGS
 ML0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0770+STABILITY: SURFACE MOTION
 ML0770
 ML0770  HISTORY     - Date     Condition        Report By
 ML0770  HISTORY     - 1934     MONUMENTED       CGS
 ML0770  HISTORY     - 1938     GOOD             CGS
 ML0770
 ML0770                          STATION DESCRIPTION
 ML0770
 ML0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0770'4.3 MI NW FROM OCONTO.
 ML0770'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0770'AT OCONTO, 0.1 MILE SOUTH OF A BRIDGE OVER A WASH, 240 FEET
 ML0770'SOUTH OF THE CENTER OF A ROAD CROSSING LEADING NORTHWEST, 36 FEET
 ML0770'SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BOX CULVERT, 25 FEET
 ML0770'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET WEST OF THE
 ML0770'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 60 1934 AND SET
 ML0770'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0102 ***********************************************************************
 NP0102  DESIGNATION -  R 61
 NP0102  PID         -  NP0102
 NP0102  STATE/COUNTY-  NE/SHERIDAN
 NP0102  COUNTRY     -  US
 NP0102  USGS QUAD   -  ELLSWORTH (2017)
 NP0102
 NP0102                         *CURRENT SURVEY CONTROL
 NP0102  ______________________________________________________________________
 NP0102* NAD 83(1986) POSITION- 42 03 47.07   (N) 102 20 55.52   (W)   HD_HELD1
 NP0102* NAVD 88 ORTHO HEIGHT -  1190.714 (meters)     3906.53  (feet) ADJUSTED
 NP0102  ______________________________________________________________________
 NP0102  GEOID HEIGHT    -        -18.936 (meters)                     GEOID18
 NP0102  DYNAMIC HEIGHT  -       1190.021 (meters)     3904.26  (feet) COMP
 NP0102  MODELED GRAVITY -    979,998.8   (mgal)                       NAVD 88
 NP0102
 NP0102  VERT ORDER      -  SECOND    CLASS 0
 NP0102
 NP0102.The horizontal coordinates were determined by differentially corrected
 NP0102.hand held GPS observations or other comparable positioning techniques
 NP0102.and have an estimated accuracy of +/- 3 meters.
 NP0102
 NP0102.The orthometric height was determined by differential leveling and
 NP0102.adjusted by the NATIONAL GEODETIC SURVEY
 NP0102.in June 1991.
 NP0102
 NP0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0102.GEOID18 height accuracy estimate available here.
 NP0102
 NP0102.Click photographs - Photos may exist for this station.
 NP0102
 NP0102.The dynamic height is computed by dividing the NAVD 88
 NP0102.geopotential number by the normal gravity value computed on the
 NP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0102.degrees latitude (g = 980.6199 gals.).
 NP0102
 NP0102.The modeled gravity was interpolated from observed gravity values.
 NP0102
 NP0102;                    North         East    Units  Estimated Accuracy
 NP0102;SPC NE       -   250,201.6     305,677.2     MT  (+/- 3 meters HH1 GPS) 
 NP0102
 NP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1936060180(NAD 83)
 NP0102
 NP0102                          SUPERSEDED SURVEY CONTROL
 NP0102
 NP0102  NGVD 29 (??/??/92) 1190.150  (m)         3904.68   (f) ADJ UNCH    2 0
 NP0102
 NP0102.Superseded values are not recommended for survey control.
 NP0102
 NP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0102.See file dsdata.pdf to determine how the superseded data were derived.
 NP0102
 NP0102_MARKER: DB = BENCH MARK DISK
 NP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0102_STAMPING: R 61 1934
 NP0102_MARK LOGO: CGS
 NP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0102+STABILITY: SURFACE MOTION
 NP0102
 NP0102  HISTORY     - Date     Condition        Report By
 NP0102  HISTORY     - 1934     MONUMENTED       CGS
 NP0102  HISTORY     - 1940     GOOD             CGS
 NP0102  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0102
 NP0102                          STATION DESCRIPTION
 NP0102
 NP0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0102'3.5 MI W FROM ELLSWORTH.
 NP0102'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0102'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 5 RAILS WEST OF
 NP0102'MILEPOST 338, 53.5 FEET SOUTHWEST OF THE CENTER OF A DIRT-ROAD
 NP0102'CROSSING, 41 FEET WEST OF THE CENTERLINE OF THE ROAD, 29.2 FEET
 NP0102'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.5 FEET EAST OF A
 NP0102'4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND
 NP0102'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 61 1934 AND
 NP0102'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 NP0102'ABOVE GROUND.
 NP0102
 NP0102                          STATION RECOVERY (2007)
 NP0102
 NP0102'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0253 ***********************************************************************
 NO0253  DESIGNATION -  R 62
 NO0253  PID         -  NO0253
 NO0253  STATE/COUNTY-  NE/HOOKER
 NO0253  COUNTRY     -  US
 NO0253  USGS QUAD   -  HIRE SW (2017)
 NO0253
 NO0253                         *CURRENT SURVEY CONTROL
 NO0253  ______________________________________________________________________
 NO0253* NAD 83(1986) POSITION- 42 02 19.01   (N) 101 23 26.60   (W)   HD_HELD1
 NO0253* NAVD 88 ORTHO HEIGHT -  1061.146 (meters)     3481.44  (feet) ADJUSTED
 NO0253  ______________________________________________________________________
 NO0253  GEOID HEIGHT    -        -19.999 (meters)                     GEOID18
 NO0253  DYNAMIC HEIGHT  -       1060.564 (meters)     3479.53  (feet) COMP
 NO0253  MODELED GRAVITY -    980,036.8   (mgal)                       NAVD 88
 NO0253
 NO0253  VERT ORDER      -  SECOND    CLASS 0
 NO0253
 NO0253.The horizontal coordinates were determined by differentially corrected
 NO0253.hand held GPS observations or other comparable positioning techniques
 NO0253.and have an estimated accuracy of +/- 3 meters.
 NO0253
 NO0253.The orthometric height was determined by differential leveling and
 NO0253.adjusted by the NATIONAL GEODETIC SURVEY
 NO0253.in June 1991.
 NO0253
 NO0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0253.GEOID18 height accuracy estimate available here.
 NO0253
 NO0253.Click photographs - Photos may exist for this station.
 NO0253
 NO0253.The dynamic height is computed by dividing the NAVD 88
 NO0253.geopotential number by the normal gravity value computed on the
 NO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0253.degrees latitude (g = 980.6199 gals.).
 NO0253
 NO0253.The modeled gravity was interpolated from observed gravity values.
 NO0253
 NO0253;                    North         East    Units  Estimated Accuracy
 NO0253;SPC NE       -   245,771.5     384,886.6     MT  (+/- 3 meters HH1 GPS) 
 NO0253
 NO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM0211956828(NAD 83)
 NO0253
 NO0253                          SUPERSEDED SURVEY CONTROL
 NO0253
 NO0253  NGVD 29 (??/??/92) 1060.730  (m)         3480.08   (f) ADJ UNCH    2 0
 NO0253
 NO0253.Superseded values are not recommended for survey control.
 NO0253
 NO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0253.See file dsdata.pdf to determine how the superseded data were derived.
 NO0253
 NO0253_MARKER: DB = BENCH MARK DISK
 NO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0253_STAMPING: R 62 1934
 NO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0253+STABILITY: SURFACE MOTION
 NO0253
 NO0253  HISTORY     - Date     Condition        Report By
 NO0253  HISTORY     - 1934     MONUMENTED       CGS
 NO0253  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0253
 NO0253                          STATION DESCRIPTION
 NO0253
 NO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0253'6.9 MI E FROM WHITMAN.
 NO0253'IN HOOKER COUNTY, 6.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0253'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0253'115.6 FEET SOUTHEAST OF MILEPOST 287, 121 FEET SOUTHWEST OF
 NO0253'A STATION-ONE-MILE SIGN, AT THE SHOULDER OF A BORROW PIT BETWEEN
 NO0253'THE HIGHWAY AND THE TRACK, AND 91.9 FEET SOUTH OF THE MAIN
 NO0253'TRACK.  A STANDARD DISK, STAMPED R 62 1934 AND SET IN THE TOP
 NO0253'OF A CONCRETE POST.
 NO0253
 NO0253                          STATION RECOVERY (1985)
 NO0253
 NO0253'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0164 ***********************************************************************
 MM0164  DESIGNATION -  R 64
 MM0164  PID         -  MM0164
 MM0164  STATE/COUNTY-  NE/THOMAS
 MM0164  COUNTRY     -  US
 MM0164  USGS QUAD   -  THEDFORD SE (2017)
 MM0164
 MM0164                         *CURRENT SURVEY CONTROL
 MM0164  ______________________________________________________________________
 MM0164* NAD 83(1986) POSITION- 41 51 12.     (N) 100 34 34.     (W)   SCALED
 MM0164* NAVD 88 ORTHO HEIGHT -   904.866 (meters)     2968.71  (feet) ADJUSTED
 MM0164  ______________________________________________________________________
 MM0164  GEOID HEIGHT    -        -21.673 (meters)                     GEOID18
 MM0164  DYNAMIC HEIGHT  -        904.389 (meters)     2967.15  (feet) COMP
 MM0164  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 MM0164
 MM0164  VERT ORDER      -  SECOND    CLASS 0
 MM0164
 MM0164.The horizontal coordinates were scaled from a map and have
 MM0164.an estimated accuracy of +/- 6 seconds.
 MM0164
 MM0164.The orthometric height was determined by differential leveling and
 MM0164.adjusted by the NATIONAL GEODETIC SURVEY
 MM0164.in June 1991.
 MM0164
 MM0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0164.GEOID18 height accuracy estimate available here.
 MM0164
 MM0164.Click photographs - Photos may exist for this station.
 MM0164
 MM0164.The dynamic height is computed by dividing the NAVD 88
 MM0164.geopotential number by the normal gravity value computed on the
 MM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0164.degrees latitude (g = 980.6199 gals.).
 MM0164
 MM0164.The modeled gravity was interpolated from observed gravity values.
 MM0164
 MM0164;                    North         East    Units  Estimated Accuracy
 MM0164;SPC NE       -   224,430.      452,180.      MT  (+/- 180 meters Scaled)
 MM0164
 MM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM691346(NAD 83)
 MM0164
 MM0164                          SUPERSEDED SURVEY CONTROL
 MM0164
 MM0164  NGVD 29 (??/??/92)  904.551  (m)         2967.68   (f) ADJ UNCH    2 0
 MM0164
 MM0164.Superseded values are not recommended for survey control.
 MM0164
 MM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0164.See file dsdata.pdf to determine how the superseded data were derived.
 MM0164
 MM0164_MARKER: DB = BENCH MARK DISK
 MM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0164_STAMPING: R 64 1934
 MM0164_MARK LOGO: CGS
 MM0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0164+STABILITY: SURFACE MOTION
 MM0164
 MM0164  HISTORY     - Date     Condition        Report By
 MM0164  HISTORY     - 1934     MONUMENTED       CGS
 MM0164
 MM0164                          STATION DESCRIPTION
 MM0164
 MM0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0164'9.5 MI S FROM THEDFORD.
 MM0164'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0164'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0164'COUNTY, ABOUT 0.2 MILE SOUTHWEST OF A SMALL HILL, 23 FEET
 MM0164'WEST OF THE CENTER LINE OF THE HIGHWAY, 14.7 FEET SOUTH OF A
 MM0164'FENCE CORNER, AND 1.9 FEET EAST OF THE FENCE.  A STANDARD
 MM0164'DISK, STAMPED R 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0469 ***********************************************************************
 NN0469  DESIGNATION -  R 67
 NN0469  PID         -  NN0469
 NN0469  STATE/COUNTY-  NE/BROWN
 NN0469  COUNTRY     -  US
 NN0469  USGS QUAD   -  RAVEN (2017)
 NN0469
 NN0469                         *CURRENT SURVEY CONTROL
 NN0469  ______________________________________________________________________
 NN0469* NAD 83(1986) POSITION- 42 17 38.     (N) 099 52 01.     (W)   SCALED
 NN0469* NAVD 88 ORTHO HEIGHT -   812.978 (meters)     2667.25  (feet) ADJUSTED
 NN0469  ______________________________________________________________________
 NN0469  GEOID HEIGHT    -        -22.317 (meters)                     GEOID18
 NN0469  DYNAMIC HEIGHT  -        812.614 (meters)     2666.05  (feet) COMP
 NN0469  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 NN0469
 NN0469  VERT ORDER      -  SECOND    CLASS 0
 NN0469
 NN0469.The horizontal coordinates were scaled from a map and have
 NN0469.an estimated accuracy of +/- 6 seconds.
 NN0469
 NN0469.The orthometric height was determined by differential leveling and
 NN0469.adjusted by the NATIONAL GEODETIC SURVEY
 NN0469.in June 1991.
 NN0469
 NN0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0469.GEOID18 height accuracy estimate available here.
 NN0469
 NN0469.Click photographs - Photos may exist for this station.
 NN0469
 NN0469.The dynamic height is computed by dividing the NAVD 88
 NN0469.geopotential number by the normal gravity value computed on the
 NN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0469.degrees latitude (g = 980.6199 gals.).
 NN0469
 NN0469.The modeled gravity was interpolated from observed gravity values.
 NN0469
 NN0469;                    North         East    Units  Estimated Accuracy
 NN0469;SPC NE       -   273,200.      510,970.      MT  (+/- 180 meters Scaled)
 NN0469
 NN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM285827(NAD 83)
 NN0469
 NN0469                          SUPERSEDED SURVEY CONTROL
 NN0469
 NN0469  NGVD 29 (??/??/92)  812.679  (m)         2666.26   (f) ADJ UNCH    2 0
 NN0469
 NN0469.Superseded values are not recommended for survey control.
 NN0469
 NN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0469.See file dsdata.pdf to determine how the superseded data were derived.
 NN0469
 NN0469_MARKER: DB = BENCH MARK DISK
 NN0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0469_STAMPING: R 67 1935
 NN0469_MARK LOGO: CGS
 NN0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0469+STABILITY: SURFACE MOTION
 NN0469
 NN0469  HISTORY     - Date     Condition        Report By
 NN0469  HISTORY     - 1935     MONUMENTED       CGS
 NN0469  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0469
 NN0469                          STATION DESCRIPTION
 NN0469
 NN0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0469'17.1 MI S FROM AINSWORTH.
 NN0469'ABOUT 17.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0469'COURTHOUSE AT AINSWORTH, BROWN COUNTY, AT THE WEST EDGE OF A
 NN0469'CURVE, ABOUT 61 FEET WEST OF A CORNER POST, 39.5 FEET SOUTH OF
 NN0469'THE CENTER LINE OF THE HIGHWAY, AND 1.7 FEET NORTH OF THE
 NN0469'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 67 1935 AND SET
 NN0469'IN THE TOP OF A CONCRETE POST.
 NN0469
 NN0469                          STATION RECOVERY (1975)
 NN0469
 NN0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0198 ***********************************************************************
 MM0198  DESIGNATION -  R 7
 MM0198  PID         -  MM0198
 MM0198  STATE/COUNTY-  NE/LINCOLN
 MM0198  COUNTRY     -  US
 MM0198  USGS QUAD   -  HERSHEY WEST (2017)
 MM0198
 MM0198                         *CURRENT SURVEY CONTROL
 MM0198  ______________________________________________________________________
 MM0198* NAD 83(1986) POSITION- 41 09 35.     (N) 101 02 26.     (W)   SCALED
 MM0198* NAVD 88 ORTHO HEIGHT -   888.951 (meters)     2916.50  (feet) ADJUSTED
 MM0198  ______________________________________________________________________
 MM0198  GEOID HEIGHT    -        -21.920 (meters)                     GEOID18
 MM0198  DYNAMIC HEIGHT  -        888.419 (meters)     2914.75  (feet) COMP
 MM0198  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 MM0198
 MM0198  VERT ORDER      -  FIRST     CLASS II
 MM0198
 MM0198.The horizontal coordinates were scaled from a map and have
 MM0198.an estimated accuracy of +/- 6 seconds.
 MM0198
 MM0198.The orthometric height was determined by differential leveling and
 MM0198.adjusted by the NATIONAL GEODETIC SURVEY
 MM0198.in June 1991.
 MM0198
 MM0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0198.GEOID18 height accuracy estimate available here.
 MM0198
 MM0198.Click photographs - Photos may exist for this station.
 MM0198
 MM0198.The dynamic height is computed by dividing the NAVD 88
 MM0198.geopotential number by the normal gravity value computed on the
 MM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0198.degrees latitude (g = 980.6199 gals.).
 MM0198
 MM0198.The modeled gravity was interpolated from observed gravity values.
 MM0198
 MM0198;                    North         East    Units  Estimated Accuracy
 MM0198;SPC NE       -   147,790.      412,700.      MT  (+/- 180 meters Scaled)
 MM0198
 MM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL287584(NAD 83)
 MM0198
 MM0198                          SUPERSEDED SURVEY CONTROL
 MM0198
 MM0198  NGVD 29 (02/14/92)  888.565  (m)         2915.23   (f) ADJUSTED    1 2
 MM0198  NGVD 29 (??/??/87)  888.582  (m)         2915.29   (f) SUPERSEDED  1 2
 MM0198
 MM0198.Superseded values are not recommended for survey control.
 MM0198
 MM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0198.See file dsdata.pdf to determine how the superseded data were derived.
 MM0198
 MM0198_MARKER: DB = BENCH MARK DISK
 MM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0198_STAMPING: R 7 1933 2915.289
 MM0198_MARK LOGO: CGS
 MM0198_PROJECTION: RECESSED 18 CENTIMETERS
 MM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0198+STABILITY: SURFACE MOTION
 MM0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0198+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 MM0198
 MM0198  HISTORY     - Date     Condition        Report By
 MM0198  HISTORY     - 1933     MONUMENTED       CGS
 MM0198  HISTORY     - 1986     GOOD             NGS
 MM0198  HISTORY     - 20090303 GOOD             NEDR
 MM0198
 MM0198                          STATION DESCRIPTION
 MM0198
 MM0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0198'2 MI W FROM HERSHEY.
 MM0198'ABOUT 2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0198'HERSHEY, LINCOLN COUNTY, ABOUT 8 POLES EAST OF MILEPOST 299, AT
 MM0198'A ROAD CROSSING, 60 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MM0198'79.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, ABOUT
 MM0198'106 FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE, AND
 MM0198'13.3 FEET EAST OF THE EAST FENCE OF THE ROAD.  A STANDARD DISK,
 MM0198'STAMPED 2915.289 R 7 1933 AND SET IN THE TOP OF A CONCRETE
 MM0198'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0198
 MM0198                          STATION RECOVERY (1986)
 MM0198
 MM0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0198'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 MM0198'MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE ROUTE 56 C AT
 MM0198'HERSHEY, THENCE 0.4 KM (0.27 MI) SOUTH ALONG A GRAVEL ROAD, AT THE
 MM0198'CROSSING OF THE UNION PACIFIC RAILROAD, AND IN-LINE WITH A POWER LINE,
 MM0198'24.4 METERS (80 FT) SOUTH OF THE SOUTH RAIL, 2.0 METERS (6.6 FT)
 MM0198'EAST-NORTHEAST OF THE SOUTH 1 OF 2 POWER LINE BRACE POLES AND
 MM0198'0.48 METER (1.6 FT) NORTH OF A WOODEN WITNESS POST.
 MM0198'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 MM0198'THE MARK IS 0.61 M BELOW THE TRACKS.
 MM0198
 MM0198                          STATION RECOVERY (2009)
 MM0198
 MM0198'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 MM0198'DESCRIBED BY THE NEBRASKA DEPARTMENT OF ROADS (JPC)
 MM0198'FROM THE JUNCTION OF STATE SPUR L56C AND U.S. HIGHWAY 30 AT HERSHEY,
 MM0198'NE., PROCEED WEST ON U.S. HIGHWAY 30 FOR 2.0 MILES TO HIGHWAY MILEPOST
 MM0198'162+16 AND SAND ROAD. TURN LEFT (SOUTH) AND PROCEED FOR 0.27 MILE ON
 MM0198'SAND ROAD TO THE UNION PACIFIC RAILROAD CROSSING AND THE MARK.
 MM0198'IT IS 55.0 FEET EAST OF THE CENTERLINE OF SAND ROAD, 59.0 FEET SOUTH
 MM0198'OF THE SOUTH RAIL OF RAILROAD TRACK, 1.0 FOOT NORTH OF A FIBERGLASS
 MM0198'WITNESS POST, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST AND 0.5 FOOT
 MM0198'BELOW THE GROUND.
 MM0198'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0513 ***********************************************************************
 ML0513  DESIGNATION -  R 70
 ML0513  PID         -  ML0513
 ML0513  STATE/COUNTY-  NE/WHEELER
 ML0513  COUNTRY     -  US
 ML0513  USGS QUAD   -  BARTLETT (2017)
 ML0513
 ML0513                         *CURRENT SURVEY CONTROL
 ML0513  ______________________________________________________________________
 ML0513* NAD 83(1986) POSITION- 41 53 05.     (N) 098 35 11.     (W)   SCALED
 ML0513* NAVD 88 ORTHO HEIGHT -   664.745 (meters)     2180.92  (feet) ADJUSTED
 ML0513  ______________________________________________________________________
 ML0513  GEOID HEIGHT    -        -24.104 (meters)                     GEOID18
 ML0513  DYNAMIC HEIGHT  -        664.447 (meters)     2179.94  (feet) COMP
 ML0513  MODELED GRAVITY -    980,152.2   (mgal)                       NAVD 88
 ML0513
 ML0513  VERT ORDER      -  SECOND    CLASS 0
 ML0513
 ML0513.The horizontal coordinates were scaled from a map and have
 ML0513.an estimated accuracy of +/- 6 seconds.
 ML0513
 ML0513.The orthometric height was determined by differential leveling and
 ML0513.adjusted by the NATIONAL GEODETIC SURVEY
 ML0513.in June 1991.
 ML0513
 ML0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0513.GEOID18 height accuracy estimate available here.
 ML0513
 ML0513.Click photographs - Photos may exist for this station.
 ML0513
 ML0513.The dynamic height is computed by dividing the NAVD 88
 ML0513.geopotential number by the normal gravity value computed on the
 ML0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0513.degrees latitude (g = 980.6199 gals.).
 ML0513
 ML0513.The modeled gravity was interpolated from observed gravity values.
 ML0513
 ML0513;                    North         East    Units  Estimated Accuracy
 ML0513;SPC NE       -   228,720.      617,290.      MT  (+/- 180 meters Scaled)
 ML0513
 ML0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM343370(NAD 83)
 ML0513
 ML0513                          SUPERSEDED SURVEY CONTROL
 ML0513
 ML0513  NGVD 29 (??/??/92)  664.518  (m)         2180.17   (f) ADJ UNCH    2 0
 ML0513
 ML0513.Superseded values are not recommended for survey control.
 ML0513
 ML0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0513.See file dsdata.pdf to determine how the superseded data were derived.
 ML0513
 ML0513_MARKER: DB = BENCH MARK DISK
 ML0513_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0513_STAMPING: R 70 1935
 ML0513_MARK LOGO: CGS
 ML0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0513
 ML0513  HISTORY     - Date     Condition        Report By
 ML0513  HISTORY     - 1935     MONUMENTED       CGS
 ML0513  HISTORY     - 1938     GOOD             CGS
 ML0513  HISTORY     - 1950     GOOD             USGS
 ML0513
 ML0513                          STATION DESCRIPTION
 ML0513
 ML0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0513'1.6 MI SW FROM BARTLETT.
 ML0513'1.6 MILES SOUTHWEST OF THE COURTHOUSE AT BARTLETT, ALONG STATE
 ML0513'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, ON A FLAT TOPPED
 ML0513'HILL 150 FEET LONG, 92.1 FEET EAST OF A NORTH-SOUTH FENCE,
 ML0513'30.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.3 FEET NORTH
 ML0513'OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL IN
 ML0513'A PRECAST CONCRETE POST.
 ML0513
 ML0513                          STATION RECOVERY (1950)
 ML0513
 ML0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ML0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0612 ***********************************************************************
 ML0612  DESIGNATION -  R 71
 ML0612  PID         -  ML0612
 ML0612  STATE/COUNTY-  NE/LOUP
 ML0612  COUNTRY     -  US
 ML0612  USGS QUAD   -  BURWELL (2017)
 ML0612
 ML0612                         *CURRENT SURVEY CONTROL
 ML0612  ______________________________________________________________________
 ML0612* NAD 83(1986) POSITION- 41 45 44.     (N) 099 13 19.     (W)   SCALED
 ML0612* NAVD 88 ORTHO HEIGHT -   677.879 (meters)     2224.01  (feet) ADJUSTED
 ML0612  ______________________________________________________________________
 ML0612  GEOID HEIGHT    -        -23.375 (meters)                     GEOID18
 ML0612  DYNAMIC HEIGHT  -        677.549 (meters)     2222.93  (feet) COMP
 ML0612  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 ML0612
 ML0612  VERT ORDER      -  SECOND    CLASS 0
 ML0612
 ML0612.The horizontal coordinates were scaled from a map and have
 ML0612.an estimated accuracy of +/- 6 seconds.
 ML0612
 ML0612.The orthometric height was determined by differential leveling and
 ML0612.adjusted by the NATIONAL GEODETIC SURVEY
 ML0612.in June 1991.
 ML0612
 ML0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0612.GEOID18 height accuracy estimate available here.
 ML0612
 ML0612.Click photographs - Photos may exist for this station.
 ML0612
 ML0612.The dynamic height is computed by dividing the NAVD 88
 ML0612.geopotential number by the normal gravity value computed on the
 ML0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0612.degrees latitude (g = 980.6199 gals.).
 ML0612
 ML0612.The modeled gravity was interpolated from observed gravity values.
 ML0612
 ML0612;                    North         East    Units  Estimated Accuracy
 ML0612;SPC NE       -   214,450.      564,680.      MT  (+/- 180 meters Scaled)
 ML0612
 ML0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM815234(NAD 83)
 ML0612
 ML0612                          SUPERSEDED SURVEY CONTROL
 ML0612
 ML0612  NGVD 29 (??/??/92)  677.617  (m)         2223.15   (f) ADJ UNCH    2 0
 ML0612
 ML0612.Superseded values are not recommended for survey control.
 ML0612
 ML0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0612.See file dsdata.pdf to determine how the superseded data were derived.
 ML0612
 ML0612_MARKER: DB = BENCH MARK DISK
 ML0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0612_STAMPING: R 71 1935
 ML0612_MARK LOGO: CGS
 ML0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0612+STABILITY: SURFACE MOTION
 ML0612
 ML0612  HISTORY     - Date     Condition        Report By
 ML0612  HISTORY     - 1935     MONUMENTED       CGS
 ML0612
 ML0612                          STATION DESCRIPTION
 ML0612
 ML0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0612'5.2 MI SW FROM BURWELL.
 ML0612'5.22 MILES SOUTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0612'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, AT A HIGHWAY CURVE, 48
 ML0612'FEET WEST OF THE CENTER LINE OF THE HIGHWAY EXTENDED TO THE
 ML0612'SOUTH, 9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY EXTENDED
 ML0612'TO THE EAST, AND 66 FEET WEST OF THE GARFIELD-LOUP COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0076 ***********************************************************************
 NP0076  DESIGNATION -  R 74
 NP0076  PID         -  NP0076
 NP0076  STATE/COUNTY-  NE/SHERIDAN
 NP0076  COUNTRY     -  US
 NP0076  USGS QUAD   -  GAUNT LAKE (2017)
 NP0076
 NP0076                         *CURRENT SURVEY CONTROL
 NP0076  ______________________________________________________________________
 NP0076* NAD 83(1986) POSITION- 42 05 52.78   (N) 102 14 08.40   (W)   HD_HELD1
 NP0076* NAVD 88 ORTHO HEIGHT -  1194.333 (meters)     3918.41  (feet) ADJUSTED
 NP0076  ______________________________________________________________________
 NP0076  GEOID HEIGHT    -        -18.934 (meters)                     GEOID18
 NP0076  DYNAMIC HEIGHT  -       1193.642 (meters)     3916.14  (feet) COMP
 NP0076  MODELED GRAVITY -    980,002.4   (mgal)                       NAVD 88
 NP0076
 NP0076  VERT ORDER      -  SECOND    CLASS 0
 NP0076
 NP0076.The horizontal coordinates were determined by differentially corrected
 NP0076.hand held GPS observations or other comparable positioning techniques
 NP0076.and have an estimated accuracy of +/- 3 meters.
 NP0076
 NP0076.The orthometric height was determined by differential leveling and
 NP0076.adjusted by the NATIONAL GEODETIC SURVEY
 NP0076.in June 1991.
 NP0076
 NP0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0076.GEOID18 height accuracy estimate available here.
 NP0076
 NP0076.Click photographs - Photos may exist for this station.
 NP0076
 NP0076.The dynamic height is computed by dividing the NAVD 88
 NP0076.geopotential number by the normal gravity value computed on the
 NP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0076.degrees latitude (g = 980.6199 gals.).
 NP0076
 NP0076.The modeled gravity was interpolated from observed gravity values.
 NP0076
 NP0076;                    North         East    Units  Estimated Accuracy
 NP0076;SPC NE       -   253,829.7     315,131.7     MT  (+/- 3 meters HH1 GPS) 
 NP0076
 NP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2859364354(NAD 83)
 NP0076
 NP0076                          SUPERSEDED SURVEY CONTROL
 NP0076
 NP0076  NGVD 29 (??/??/92) 1193.771  (m)         3916.56   (f) ADJ UNCH    2 0
 NP0076
 NP0076.Superseded values are not recommended for survey control.
 NP0076
 NP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0076.See file dsdata.pdf to determine how the superseded data were derived.
 NP0076
 NP0076_MARKER: DB = BENCH MARK DISK
 NP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0076_STAMPING: R 74 1934
 NP0076_MARK LOGO: CGS
 NP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0076+STABILITY: SURFACE MOTION
 NP0076
 NP0076  HISTORY     - Date     Condition        Report By
 NP0076  HISTORY     - 1934     MONUMENTED       CGS
 NP0076  HISTORY     - 1941     MARK NOT FOUND   CGS
 NP0076
 NP0076                          STATION DESCRIPTION
 NP0076
 NP0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NP0076'3.8 MI N FROM ELLSWORTH.
 NP0076'3.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0076'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0076'COUNTY, 0.5 MILE SOUTH OF A LAKE, 0.3 MILE WEST OF A WINDMILL
 NP0076'AND FEEDING SHEDS, 17-1/2 FEET WEST OF THE CENTERLINE OF THE
 NP0076'HIGHWAY, 3 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 2-1/2 FEET
 NP0076'NORTH OF AND EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NP0076'R 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0063 ***********************************************************************
 NP0063  DESIGNATION -  R 75
 NP0063  PID         -  NP0063
 NP0063  STATE/COUNTY-  NE/SHERIDAN
 NP0063  COUNTRY     -  US
 NP0063  USGS QUAD   -  BOVEE VALLEY WEST (2017)
 NP0063
 NP0063                         *CURRENT SURVEY CONTROL
 NP0063  ______________________________________________________________________
 NP0063* NAD 83(1986) POSITION- 42 36 42.     (N) 102 12 16.     (W)   SCALED
 NP0063* NAVD 88 ORTHO HEIGHT -  1117.587 (meters)     3666.62  (feet) ADJUSTED
 NP0063  ______________________________________________________________________
 NP0063  GEOID HEIGHT    -        -18.391 (meters)                     GEOID18
 NP0063  DYNAMIC HEIGHT  -       1117.030 (meters)     3664.79  (feet) COMP
 NP0063  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 NP0063
 NP0063  VERT ORDER      -  SECOND    CLASS 0
 NP0063
 NP0063.The horizontal coordinates were scaled from a map and have
 NP0063.an estimated accuracy of +/- 6 seconds.
 NP0063
 NP0063.The orthometric height was determined by differential leveling and
 NP0063.adjusted by the NATIONAL GEODETIC SURVEY
 NP0063.in June 1991.
 NP0063
 NP0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0063.GEOID18 height accuracy estimate available here.
 NP0063
 NP0063.Click photographs - Photos may exist for this station.
 NP0063
 NP0063.The dynamic height is computed by dividing the NAVD 88
 NP0063.geopotential number by the normal gravity value computed on the
 NP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0063.degrees latitude (g = 980.6199 gals.).
 NP0063
 NP0063.The modeled gravity was interpolated from observed gravity values.
 NP0063
 NP0063;                    North         East    Units  Estimated Accuracy
 NP0063;SPC NE       -   310,790.      319,170.      MT  (+/- 180 meters Scaled)
 NP0063
 NP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH292214(NAD 83)
 NP0063
 NP0063                          SUPERSEDED SURVEY CONTROL
 NP0063
 NP0063  NGVD 29 (??/??/92) 1117.084  (m)         3664.97   (f) ADJ UNCH    2 0
 NP0063
 NP0063.Superseded values are not recommended for survey control.
 NP0063
 NP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0063.See file dsdata.pdf to determine how the superseded data were derived.
 NP0063
 NP0063_MARKER: DB = BENCH MARK DISK
 NP0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0063_STAMPING: R 75 1934
 NP0063_MARK LOGO: CGS
 NP0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0063+STABILITY: SURFACE MOTION
 NP0063
 NP0063  HISTORY     - Date     Condition        Report By
 NP0063  HISTORY     - 1934     MONUMENTED       CGS
 NP0063
 NP0063                          STATION DESCRIPTION
 NP0063
 NP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0063'13.6 MI S FROM GORDON.
 NP0063'13.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0063'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 0.5
 NP0063'MILE SOUTH OF A SCHOOL, AT THE FIRST HILL SOUTH OF THE SCHOOL,
 NP0063'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET SOUTH
 NP0063'OF A FENCE CORNER, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 NP0063'A STANDARD DISK, STAMPED R 75 1934 AND SET IN THE TOP OF A
 NP0063'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0218 ***********************************************************************
 MN0218  DESIGNATION -  R 76
 MN0218  PID         -  MN0218
 MN0218  STATE/COUNTY-  NE/KIMBALL
 MN0218  COUNTRY     -  US
 MN0218  USGS QUAD   -  DIX (2017)
 MN0218
 MN0218                         *CURRENT SURVEY CONTROL
 MN0218  ______________________________________________________________________
 MN0218* NAD 83(1986) POSITION- 41 13 54.     (N) 103 26 57.     (W)   SCALED
 MN0218* NAVD 88 ORTHO HEIGHT -  1375.381 (meters)     4512.40  (feet) ADJUSTED
 MN0218  ______________________________________________________________________
 MN0218  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 MN0218  DYNAMIC HEIGHT  -       1374.377 (meters)     4509.10  (feet) COMP
 MN0218  MODELED GRAVITY -    979,845.9   (mgal)                       NAVD 88
 MN0218
 MN0218  VERT ORDER      -  SECOND    CLASS 0
 MN0218
 MN0218.The horizontal coordinates were scaled from a map and have
 MN0218.an estimated accuracy of +/- 6 seconds.
 MN0218
 MN0218.The orthometric height was determined by differential leveling and
 MN0218.adjusted by the NATIONAL GEODETIC SURVEY
 MN0218.in June 1991.
 MN0218
 MN0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0218.GEOID18 height accuracy estimate available here.
 MN0218
 MN0218.Click photographs - Photos may exist for this station.
 MN0218
 MN0218.The dynamic height is computed by dividing the NAVD 88
 MN0218.geopotential number by the normal gravity value computed on the
 MN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0218.degrees latitude (g = 980.6199 gals.).
 MN0218
 MN0218.The modeled gravity was interpolated from observed gravity values.
 MN0218
 MN0218;                    North         East    Units  Estimated Accuracy
 MN0218;SPC NE       -   161,020.      210,990.      MT  (+/- 180 meters Scaled)
 MN0218
 MN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF299656(NAD 83)
 MN0218
 MN0218                          SUPERSEDED SURVEY CONTROL
 MN0218
 MN0218  NGVD 29 (??/??/92) 1374.713  (m)         4510.20   (f) ADJ UNCH    2 0
 MN0218
 MN0218.Superseded values are not recommended for survey control.
 MN0218
 MN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0218.See file dsdata.pdf to determine how the superseded data were derived.
 MN0218
 MN0218_MARKER: DB = BENCH MARK DISK
 MN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0218_STAMPING: R 76 1934
 MN0218_MARK LOGO: CGS
 MN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0218+STABILITY: SURFACE MOTION
 MN0218
 MN0218  HISTORY     - Date     Condition        Report By
 MN0218  HISTORY     - 1934     MONUMENTED       CGS
 MN0218  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0218
 MN0218                          STATION DESCRIPTION
 MN0218
 MN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0218'2 MI E FROM DIX.
 MN0218'2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0218'AT DIX, KIMBALL COUNTY, 0.4 MILE WEST OF MILEPOST 433, 38.5
 MN0218'FEET SOUTH OF THE SOUTH RAIL, 8.8 FEET NORTH OF A FENCE, AND
 MN0218'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0218'R 76 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 MN0218'BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN FEBRUARY 1943.
 MN0218
 MN0218                          STATION RECOVERY (1972)
 MN0218
 MN0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0567 ***********************************************************************
 MK0567  DESIGNATION -  R 77
 MK0567  PID         -  MK0567
 MK0567  STATE/COUNTY-  NE/DOUGLAS
 MK0567  COUNTRY     -  US
 MK0567  USGS QUAD   -  VALLEY (2017)
 MK0567
 MK0567                         *CURRENT SURVEY CONTROL
 MK0567  ______________________________________________________________________
 MK0567* NAD 83(1986) POSITION- 41 16 55.     (N) 096 15 23.     (W)   SCALED
 MK0567* NAVD 88 ORTHO HEIGHT -   350.204 (meters)     1148.96  (feet) ADJUSTED
 MK0567  ______________________________________________________________________
 MK0567  GEOID HEIGHT    -        -27.363 (meters)                     GEOID18
 MK0567  DYNAMIC HEIGHT  -        350.045 (meters)     1148.44  (feet) COMP
 MK0567  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 MK0567
 MK0567  VERT ORDER      -  SECOND    CLASS 0
 MK0567
 MK0567.The horizontal coordinates were scaled from a map and have
 MK0567.an estimated accuracy of +/- 6 seconds.
 MK0567
 MK0567.The orthometric height was determined by differential leveling and
 MK0567.adjusted by the NATIONAL GEODETIC SURVEY
 MK0567.in June 1991.
 MK0567
 MK0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0567.GEOID18 height accuracy estimate available here.
 MK0567
 MK0567.Click photographs - Photos may exist for this station.
 MK0567
 MK0567.The dynamic height is computed by dividing the NAVD 88
 MK0567.geopotential number by the normal gravity value computed on the
 MK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0567.degrees latitude (g = 980.6199 gals.).
 MK0567
 MK0567.The modeled gravity was interpolated from observed gravity values.
 MK0567
 MK0567;                    North         East    Units  Estimated Accuracy
 MK0567;SPC NE       -   167,620.      813,420.      MT  (+/- 180 meters Scaled)
 MK0567
 MK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297736(NAD 83)
 MK0567
 MK0567                          SUPERSEDED SURVEY CONTROL
 MK0567
 MK0567  NGVD 29 (??/??/92)  350.084  (m)         1148.57   (f) ADJ UNCH    2 0
 MK0567
 MK0567.Superseded values are not recommended for survey control.
 MK0567
 MK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0567.See file dsdata.pdf to determine how the superseded data were derived.
 MK0567
 MK0567_MARKER: DB = BENCH MARK DISK
 MK0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0567_STAMPING: R 77 1934
 MK0567_MARK LOGO: CGS
 MK0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0567+STABILITY: SURFACE MOTION
 MK0567
 MK0567  HISTORY     - Date     Condition        Report By
 MK0567  HISTORY     - 1934     MONUMENTED       CGS
 MK0567  HISTORY     - 1947     GOOD             CGS
 MK0567
 MK0567                          STATION DESCRIPTION
 MK0567
 MK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0567'1.1 MI W FROM ELKHORN.
 MK0567'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0567'AT ELKHORN, DOUGLAS COUNTY, 25 RAILS EAST OF MILEPOST 23, 25 FEET
 MK0567'SOUTH OF THE SOUTH RAIL OF THE TRACK, AND 27 FEET NORTH OF A
 MK0567'FENCE.  A STANDARD DISK, STAMPED R 77 1934 AND SET IN THE TOP
 MK0567'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0688 ***********************************************************************
 MJ0688  DESIGNATION -  R 78
 MJ0688  PID         -  MJ0688
 MJ0688  STATE/COUNTY-  NE/CASS
 MJ0688  COUNTRY     -  US
 MJ0688  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0688
 MJ0688                         *CURRENT SURVEY CONTROL
 MJ0688  ______________________________________________________________________
 MJ0688* NAD 83(1986) POSITION- 41 01 25.     (N) 095 53 51.     (W)   SCALED
 MJ0688* NAVD 88 ORTHO HEIGHT -   326.272 (meters)     1070.44  (feet) ADJUSTED
 MJ0688  ______________________________________________________________________
 MJ0688  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 MJ0688  DYNAMIC HEIGHT  -        326.134 (meters)     1069.99  (feet) COMP
 MJ0688  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 MJ0688
 MJ0688  VERT ORDER      -  SECOND    CLASS 0
 MJ0688
 MJ0688.The horizontal coordinates were scaled from a map and have
 MJ0688.an estimated accuracy of +/- 6 seconds.
 MJ0688
 MJ0688.The orthometric height was determined by differential leveling and
 MJ0688.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0688.in June 1991.
 MJ0688
 MJ0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0688.GEOID18 height accuracy estimate available here.
 MJ0688
 MJ0688.Click photographs - Photos may exist for this station.
 MJ0688
 MJ0688.The dynamic height is computed by dividing the NAVD 88
 MJ0688.geopotential number by the normal gravity value computed on the
 MJ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0688.degrees latitude (g = 980.6199 gals.).
 MJ0688
 MJ0688.The modeled gravity was interpolated from observed gravity values.
 MJ0688
 MJ0688;                    North         East    Units  Estimated Accuracy
 MJ0688;SPC NE       -   140,330.      844,810.      MT  (+/- 180 meters Scaled)
 MJ0688
 MJ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563454(NAD 83)
 MJ0688
 MJ0688                          SUPERSEDED SURVEY CONTROL
 MJ0688
 MJ0688  NGVD 29 (??/??/92)  326.172  (m)         1070.12   (f) ADJ UNCH    2 0
 MJ0688
 MJ0688.Superseded values are not recommended for survey control.
 MJ0688
 MJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0688.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0688
 MJ0688_MARKER: DB = BENCH MARK DISK
 MJ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0688_STAMPING: R 78 1934
 MJ0688_MARK LOGO: CGS
 MJ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0688+STABILITY: SURFACE MOTION
 MJ0688
 MJ0688  HISTORY     - Date     Condition        Report By
 MJ0688  HISTORY     - 1934     MONUMENTED       CGS
 MJ0688  HISTORY     - 1947     GOOD             CGS
 MJ0688
 MJ0688                          STATION DESCRIPTION
 MJ0688
 MJ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0688'0.5 MI N FROM PLATTSMOUTH.
 MJ0688'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0688'STATION AT PLATTSMOUTH, CASS COUNTY, AT A ROAD CROSSING, 50.4
 MJ0688'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 45.9 FEET WEST OF
 MJ0688'THE WEST RAIL OF THE MAIN TRACK, 4.5 FEET WEST OF A POLE, AND 2.3
 MJ0688'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED R 78 1934 AND
 MJ0688'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0697 ***********************************************************************
 MK0697  DESIGNATION -  R 79
 MK0697  PID         -  MK0697
 MK0697  STATE/COUNTY-  NE/SAUNDERS
 MK0697  COUNTRY     -  US
 MK0697  USGS QUAD   -  ASHLAND EAST (2017)
 MK0697
 MK0697                         *CURRENT SURVEY CONTROL
 MK0697  ______________________________________________________________________
 MK0697* NAD 83(1986) POSITION- 41 02 53.4    (N) 096 20 52.4    (W)   HD_HELD2
 MK0697* NAVD 88 ORTHO HEIGHT -   326.449 (meters)     1071.02  (feet) ADJUSTED
 MK0697  ______________________________________________________________________
 MK0697  GEOID HEIGHT    -        -26.310 (meters)                     GEOID18
 MK0697  DYNAMIC HEIGHT  -        326.315 (meters)     1070.59  (feet) COMP
 MK0697  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 MK0697
 MK0697  VERT ORDER      -  SECOND    CLASS 0
 MK0697
 MK0697.The horizontal coordinates were established by autonomous hand held GPS
 MK0697.observations and have an estimated accuracy of +/- 10 meters.
 MK0697
 MK0697.The orthometric height was determined by differential leveling and
 MK0697.adjusted by the NATIONAL GEODETIC SURVEY
 MK0697.in June 1991.
 MK0697
 MK0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0697.GEOID18 height accuracy estimate available here.
 MK0697
 MK0697.Click photographs - Photos may exist for this station.
 MK0697
 MK0697.The dynamic height is computed by dividing the NAVD 88
 MK0697.geopotential number by the normal gravity value computed on the
 MK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0697.degrees latitude (g = 980.6199 gals.).
 MK0697
 MK0697.The modeled gravity was interpolated from observed gravity values.
 MK0697
 MK0697;                    North         East    Units  Estimated Accuracy
 MK0697;SPC NE       -   141,360.      806,861.      MT  (+/- 10 meters HH2 GPS)
 MK0697
 MK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2289547493(NAD 83)
 MK0697
 MK0697                          SUPERSEDED SURVEY CONTROL
 MK0697
 MK0697  NGVD 29 (??/??/92)  326.347  (m)         1070.69   (f) ADJ UNCH    2 0
 MK0697
 MK0697.Superseded values are not recommended for survey control.
 MK0697
 MK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0697.See file dsdata.pdf to determine how the superseded data were derived.
 MK0697
 MK0697_MARKER: DB = BENCH MARK DISK
 MK0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0697_SP_SET: BRIDGE
 MK0697_STAMPING: R 79 1935
 MK0697_MARK LOGO: CGS
 MK0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0697
 MK0697  HISTORY     - Date     Condition        Report By
 MK0697  HISTORY     - 1935     MONUMENTED       CGS
 MK0697  HISTORY     - 1950     GOOD             CGS
 MK0697
 MK0697                          STATION DESCRIPTION
 MK0697
 MK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0697'0.9 MI NE FROM ASHLAND.
 MK0697'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0697'RAILROAD FROM THE STATION AT ASHLAND, SAUNDERS COUNTY, 1.4 MILES
 MK0697'WEST OF THE BRIDGE OVER PLATTE RIVER, 0.3 MILE EAST OF THE
 MK0697'JUNCTION OF THE UNION PACIFIC RAILROAD, AT BRIDGE 46.29, IN THE
 MK0697'TOP OF THE WEST END OF THE SOUTHWEST CONCRETE ABUTMENT, AND 6.4
 MK0697'FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED
 MK0697'R 79 1935.
 MK0697
 MK0697                          STATION RECOVERY (1950)
 MK0697
 MK0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0229 ***********************************************************************
 MM0229  DESIGNATION -  R 8
 MM0229  PID         -  MM0229
 MM0229  STATE/COUNTY-  NE/KEITH
 MM0229  COUNTRY     -  US
 MM0229  USGS QUAD   -  BRULE (2017)
 MM0229
 MM0229                         *CURRENT SURVEY CONTROL
 MM0229  ______________________________________________________________________
 MM0229* NAD 83(1986) POSITION- 41 05 16.     (N) 101 55 17.     (W)   SCALED
 MM0229* NAVD 88 ORTHO HEIGHT -  1008.019 (meters)     3307.14  (feet) ADJUSTED
 MM0229  ______________________________________________________________________
 MM0229  GEOID HEIGHT    -        -20.767 (meters)                     GEOID18
 MM0229  DYNAMIC HEIGHT  -       1007.381 (meters)     3305.05  (feet) COMP
 MM0229  MODELED GRAVITY -    979,956.8   (mgal)                       NAVD 88
 MM0229
 MM0229  VERT ORDER      -  FIRST     CLASS II
 MM0229
 MM0229.The horizontal coordinates were scaled from a map and have
 MM0229.an estimated accuracy of +/- 6 seconds.
 MM0229
 MM0229.The orthometric height was determined by differential leveling and
 MM0229.adjusted by the NATIONAL GEODETIC SURVEY
 MM0229.in June 1991.
 MM0229
 MM0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0229.GEOID18 height accuracy estimate available here.
 MM0229
 MM0229.Click photographs - Photos may exist for this station.
 MM0229
 MM0229.The dynamic height is computed by dividing the NAVD 88
 MM0229.geopotential number by the normal gravity value computed on the
 MM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0229.degrees latitude (g = 980.6199 gals.).
 MM0229
 MM0229.The modeled gravity was interpolated from observed gravity values.
 MM0229
 MM0229;                    North         East    Units  Estimated Accuracy
 MM0229;SPC NE       -   141,070.      338,620.      MT  (+/- 180 meters Scaled)
 MM0229
 MM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL546526(NAD 83)
 MM0229
 MM0229                          SUPERSEDED SURVEY CONTROL
 MM0229
 MM0229  NGVD 29 (??/??/92) 1007.579  (m)         3305.70   (f) ADJ UNCH    1 2
 MM0229
 MM0229.Superseded values are not recommended for survey control.
 MM0229
 MM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0229.See file dsdata.pdf to determine how the superseded data were derived.
 MM0229
 MM0229_MARKER: DB = BENCH MARK DISK
 MM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0229_STAMPING: 3305.699 R 8 1933
 MM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0229+STABILITY: SURFACE MOTION
 MM0229
 MM0229  HISTORY     - Date     Condition        Report By
 MM0229  HISTORY     - 1933     MONUMENTED       CGS
 MM0229  HISTORY     - 1941     GOOD             CGS
 MM0229  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0229
 MM0229                          STATION DESCRIPTION
 MM0229
 MM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0229'1.9 MI W FROM BRULE.
 MM0229'ABOUT 1.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0229'BRULE, KEITH COUNTY, ABOUT 14-1/2 POLES EAST OF MILEPOST 346, AT
 MM0229'A PRIVATE-ROAD CROSSING, 34 FEET EAST OF THE CENTER LINE OF THE
 MM0229'ROAD, 79.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 MM0229'ABOUT 106 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND IN LINE
 MM0229'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 3305.699 R 8 1933
 MM0229'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 MM0229'ABOVE GROUND.
 MM0229
 MM0229                          STATION RECOVERY (1941)
 MM0229
 MM0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MM0229'RECOVERED IN GOOD CONDITION.
 MM0229
 MM0229                          STATION RECOVERY (1986)
 MM0229
 MM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0229'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0409 ***********************************************************************
 LG0409  DESIGNATION -  R 80
 LG0409  PID         -  LG0409
 LG0409  STATE/COUNTY-  NE/SEWARD
 LG0409  COUNTRY     -  US
 LG0409  USGS QUAD   -  PLEASANT DALE (2017)
 LG0409
 LG0409                         *CURRENT SURVEY CONTROL
 LG0409  ______________________________________________________________________
 LG0409* NAD 83(1986) POSITION- 40 46 53.     (N) 096 56 07.     (W)   SCALED
 LG0409* NAVD 88 ORTHO HEIGHT -   411.095 (meters)     1348.73  (feet) ADJUSTED
 LG0409  ______________________________________________________________________
 LG0409  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 LG0409  DYNAMIC HEIGHT  -        410.885 (meters)     1348.05  (feet) COMP
 LG0409  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 LG0409
 LG0409  VERT ORDER      -  SECOND    CLASS 0
 LG0409
 LG0409.The horizontal coordinates were scaled from a map and have
 LG0409.an estimated accuracy of +/- 6 seconds.
 LG0409
 LG0409.The orthometric height was determined by differential leveling and
 LG0409.adjusted by the NATIONAL GEODETIC SURVEY
 LG0409.in June 1991.
 LG0409
 LG0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0409.GEOID18 height accuracy estimate available here.
 LG0409
 LG0409.Click photographs - Photos may exist for this station.
 LG0409
 LG0409.The dynamic height is computed by dividing the NAVD 88
 LG0409.geopotential number by the normal gravity value computed on the
 LG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0409.degrees latitude (g = 980.6199 gals.).
 LG0409
 LG0409.The modeled gravity was interpolated from observed gravity values.
 LG0409
 LG0409;                    North         East    Units  Estimated Accuracy
 LG0409;SPC NE       -   109,840.      758,580.      MT  (+/- 180 meters Scaled)
 LG0409
 LG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL742165(NAD 83)
 LG0409
 LG0409                          SUPERSEDED SURVEY CONTROL
 LG0409
 LG0409  NGVD 29 (??/??/92)  410.944  (m)         1348.24   (f) ADJ UNCH    2 0
 LG0409
 LG0409.Superseded values are not recommended for survey control.
 LG0409
 LG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0409.See file dsdata.pdf to determine how the superseded data were derived.
 LG0409
 LG0409_MARKER: DB = BENCH MARK DISK
 LG0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0409_STAMPING: R 80 1935
 LG0409_MARK LOGO: CGS
 LG0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0409+STABILITY: SURFACE MOTION
 LG0409
 LG0409  HISTORY     - Date     Condition        Report By
 LG0409  HISTORY     - 1935     MONUMENTED       CGS
 LG0409  HISTORY     - 1939     GOOD             CGS
 LG0409
 LG0409                          STATION DESCRIPTION
 LG0409
 LG0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0409'IN PLEASANT DALE.
 LG0409'AT PLEASANT DALE, SEWARD COUNTY, ON THE CHICAGO, BURLINGTON
 LG0409'AND QUINCY RAILROAD, 92.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0409'OF THE STATION, 56.7 FEET SOUTH OF THE SOUTH RAIL, AND 12.3 FEET
 LG0409'EAST OF A SECTION-HOUSE SHED.  A STANDARD DISK, STAMPED R 80
 LG0409'1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1269 ***********************************************************************
 MK1269  DESIGNATION -  R 81
 MK1269  PID         -  MK1269
 MK1269  STATE/COUNTY-  NE/BUTLER
 MK1269  COUNTRY     -  US
 MK1269  USGS QUAD   -  BRAINARD (2017)
 MK1269
 MK1269                         *CURRENT SURVEY CONTROL
 MK1269  ______________________________________________________________________
 MK1269* NAD 83(2011) POSITION- 41 12 29.58060(N) 097 00 21.44073(W)   ADJUSTED
 MK1269* NAD 83(2011) ELLIP HT-   487.663 (meters)        (06/27/12)   ADJUSTED
 MK1269* NAD 83(2011) EPOCH   -  2010.00
 MK1269* NAVD 88 ORTHO HEIGHT -   514.003 (meters)     1686.36  (feet) ADJUSTED
 MK1269  ______________________________________________________________________
 MK1269  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 MK1269  NAD 83(2011) X  -   -586,170.111 (meters)                     COMP
 MK1269  NAD 83(2011) Y  - -4,769,873.418 (meters)                     COMP
 MK1269  NAD 83(2011) Z  -  4,180,168.555 (meters)                     COMP
 MK1269  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 MK1269  DYNAMIC HEIGHT  -        513.749 (meters)     1685.52  (feet) COMP
 MK1269  MODELED GRAVITY -    980,113.5   (mgal)                       NAVD 88
 MK1269
 MK1269  VERT ORDER      -  SECOND    CLASS 0
 MK1269
 MK1269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1269  Standards:
 MK1269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1269  -------------------------------------------------------------------
 MK1269  NETWORK    0.44   1.06           0.20   0.15   0.54     -0.07716262
 MK1269  -------------------------------------------------------------------
 MK1269  Click here for local accuracies and other accuracy information.
 MK1269
 MK1269.The horizontal coordinates were established by GPS observations
 MK1269.and adjusted by the National Geodetic Survey in June 2012.
 MK1269
 MK1269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1269.been affixed to the stable North American tectonic plate. See 
 MK1269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1269
 MK1269.The horizontal coordinates are valid at the epoch date displayed above
 MK1269.which is a decimal equivalence of Year/Month/Day.
 MK1269
 MK1269.The orthometric height was determined by differential leveling and
 MK1269.adjusted by the NATIONAL GEODETIC SURVEY
 MK1269.in June 1991.
 MK1269
 MK1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1269.GEOID18 height accuracy estimate available here.
 MK1269
 MK1269.Click photographs - Photos may exist for this station.
 MK1269
 MK1269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1269
 MK1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1269
 MK1269.The ellipsoidal height was determined by GPS observations
 MK1269.and is referenced to NAD 83.
 MK1269
 MK1269.The dynamic height is computed by dividing the NAVD 88
 MK1269.geopotential number by the normal gravity value computed on the
 MK1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1269.degrees latitude (g = 980.6199 gals.).
 MK1269
 MK1269.The modeled gravity was interpolated from observed gravity values.
 MK1269
 MK1269. The following values were computed from the NAD 83(2011) position.
 MK1269
 MK1269;                    North         East     Units Scale Factor Converg.
 MK1269;SPC NE       -   156,993.402   750,977.531   MT  0.99967201   +1 59 02.9
 MK1269;SPC NE       -   515,069.19  2,463,832.12   sFT  0.99967201   +1 59 02.9
 MK1269;UTM  14      - 4,563,788.457   667,177.830   MT  0.99994397   +1 18 50.3
 MK1269
 MK1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1269!SPC NE       -   0.99992351  x   0.99967201  =   0.99959555
 MK1269!UTM  14      -   0.99992351  x   0.99994397  =   0.99986749
 MK1269
 MK1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6717763788(NAD 83)
 MK1269
 MK1269                          SUPERSEDED SURVEY CONTROL
 MK1269
 MK1269  NAD 83(2007)-  41 12 29.58062(N)    097 00 21.44112(W) AD(2002.00) 0
 MK1269  ELLIP H (02/10/07)  487.680  (m)                       GP(2002.00)    
 MK1269  NAD 83(1995)-  41 12 29.58047(N)    097 00 21.44070(W) AD(       ) B
 MK1269  ELLIP H (03/30/05)  487.650  (m)                       GP(       ) 3 1
 MK1269  NAVD 88             514.00   (m)         1686.3    (f) LEVELING    3  
 MK1269  NGVD 29 (??/??/92)  513.821  (m)         1685.76   (f) ADJ UNCH    2 0
 MK1269
 MK1269.Superseded values are not recommended for survey control.
 MK1269
 MK1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1269.See file dsdata.pdf to determine how the superseded data were derived.
 MK1269
 MK1269_MARKER: DB = BENCH MARK DISK
 MK1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1269_STAMPING: R 81 1935
 MK1269_MARK LOGO: CGS
 MK1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1269+STABILITY: SURFACE MOTION
 MK1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1269+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2021
 MK1269
 MK1269  HISTORY     - Date     Condition        Report By
 MK1269  HISTORY     - 1935     MONUMENTED       CGS
 MK1269  HISTORY     - 1961     GOOD             CGS
 MK1269  HISTORY     - 2002     GOOD             NEDR
 MK1269  HISTORY     - 20100504 GOOD             INDIV
 MK1269  HISTORY     - 20100527 GOOD             INDIV
 MK1269  HISTORY     - 20211117 GOOD             NEGS
 MK1269
 MK1269                          STATION DESCRIPTION
 MK1269
 MK1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1269'1.6 MI NW FROM BRAINARD.
 MK1269'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 MK1269'THE RAILROAD STATION AT BRAINARD, THENCE 0.2 MILE NORTHWEST
 MK1269'ALONG THE UNION PACIFIC RAILROAD, 188 FEET NORTHEAST OF RAILROAD
 MK1269'CULVERT 15.18, 49.7 FEET EAST OF THE EAST RAIL, 3.6 FEET WEST OF
 MK1269'A NORTH-SOUTH FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST WITH
 MK1269'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2-INCHES
 MK1269'ABOVE THE GROUND.
 MK1269
 MK1269                          STATION RECOVERY (2002)
 MK1269
 MK1269'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK1269'NEW DESCRIPTION FOLLOWS AS PER KSM, NDOR 2004, MARCH. FROM THE
 MK1269'JUNCTION OF SPUR 12F IN  BRAINARD AND N-92, FOLLOW RAILROAD TRACKS
 MK1269'(JUST EAST OF INTERSECTION) NNW APPROX. 800  FEET TO BM ON RIGHT. 185
 MK1269'FEET NORTH OF CULVERT UNDER RAILROAD, 44.4 FEET EAST OF EAST  RAIL,
 MK1269'3.0 FEET WEST OF N-S FENCE, 2.2 FEET WEST OF A METAL WITNESS POST WITH
 MK1269'SIGN SET IN THE  TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 MK1269'GROUND.
 MK1269
 MK1269                          STATION RECOVERY (2010)
 MK1269
 MK1269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK1269'RECOVERED IN GOOD CONDITION.
 MK1269
 MK1269                          STATION RECOVERY (2010)
 MK1269
 MK1269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MK1269'RECOVERED AS DESCRIBED.
 MK1269
 MK1269                          STATION RECOVERY (2021)
 MK1269
 MK1269'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (RS)
 MK1269'THE MARK IS LOCATED ALONG A SET OF RAILROAD TRACKS NEAR THE JUNCTION
 MK1269'OF NE. HWY. 92 AND NE. SPUR 12F APPROX. 1.5  MILES  NORTH OF BRAINARD,
 MK1269'NE.  THE MARK IS APPROX. 800 FT (243.8 M) NNW OF THE CENTERLINE OF NE.
 MK1269'HWY. 92 BUT ACCESS TO THE POINT  IS LIMITED USING THE RAILROAD ROW.
 MK1269'GO EAST OF THE RAILROAD CROSSING APPROX. 120 FT (36.6 M) TO COUNTY
 MK1269'ROAD T.  TURN LEFT (NORTH) AND GO APPROX. 0.15 MI (0.24 KM).  THE MARK
 MK1269'IS APPROX. 425 FT (129.5 M) WEST OF THE CENTERLINE OF COUNTY ROAD T.
 MK1269'THE MARK IS 2.2 FT (0.7 M) WEST OF A METAL WITNESS POST, 185 FT (56.4
 MK1269'M) NORTH OF A CULVERT UNDER THE RAILROAD, 44.4 FT (13.5 M) EAST OF
 MK1269'EAST RAIL AND 3.0 FT (0.9 M) WEST OF A NW TO SE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0929 ***********************************************************************
 MK0929  DESIGNATION -  R 82
 MK0929  PID         -  MK0929
 MK0929  STATE/COUNTY-  NE/SAUNDERS
 MK0929  COUNTRY     -  US
 MK0929  USGS QUAD   -  WAHOO SE (2017)
 MK0929
 MK0929                         *CURRENT SURVEY CONTROL
 MK0929  ______________________________________________________________________
 MK0929* NAD 83(1986) POSITION- 41 07 06.     (N) 096 37 22.     (W)   SCALED
 MK0929* NAVD 88 ORTHO HEIGHT -   378.395 (meters)     1241.45  (feet) ADJUSTED
 MK0929  ______________________________________________________________________
 MK0929  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 MK0929  DYNAMIC HEIGHT  -        378.216 (meters)     1240.86  (feet) COMP
 MK0929  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 MK0929
 MK0929  VERT ORDER      -  SECOND    CLASS 0
 MK0929
 MK0929.The horizontal coordinates were scaled from a map and have
 MK0929.an estimated accuracy of +/- 6 seconds.
 MK0929
 MK0929.The orthometric height was determined by differential leveling and
 MK0929.adjusted by the NATIONAL GEODETIC SURVEY
 MK0929.in June 1991.
 MK0929
 MK0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0929.GEOID18 height accuracy estimate available here.
 MK0929
 MK0929.Click photographs - Photos may exist for this station.
 MK0929
 MK0929.The dynamic height is computed by dividing the NAVD 88
 MK0929.geopotential number by the normal gravity value computed on the
 MK0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0929.degrees latitude (g = 980.6199 gals.).
 MK0929
 MK0929.The modeled gravity was interpolated from observed gravity values.
 MK0929
 MK0929;                    North         East    Units  Estimated Accuracy
 MK0929;SPC NE       -   148,210.      783,470.      MT  (+/- 180 meters Scaled)
 MK0929
 MK0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995546(NAD 83)
 MK0929
 MK0929                          SUPERSEDED SURVEY CONTROL
 MK0929
 MK0929  NGVD 29 (??/??/92)  378.256  (m)         1240.99   (f) ADJ UNCH    2 0
 MK0929
 MK0929.Superseded values are not recommended for survey control.
 MK0929
 MK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0929.See file dsdata.pdf to determine how the superseded data were derived.
 MK0929
 MK0929_MARKER: DB = BENCH MARK DISK
 MK0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0929_STAMPING: R 82 1935
 MK0929_MARK LOGO: CGS
 MK0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0929+STABILITY: SURFACE MOTION
 MK0929
 MK0929  HISTORY     - Date     Condition        Report By
 MK0929  HISTORY     - 1935     MONUMENTED       CGS
 MK0929  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0929
 MK0929                          STATION DESCRIPTION
 MK0929
 MK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0929'1.4 M S FROM SWEDEBURG.
 MK0929'1.4 MILES SOUTH OF SWEDEBURG BY RAIL.  ALONG THE CHICAGO AND
 MK0929'NORTH WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 97.5
 MK0929'FEET NORTHWEST OF NORTHWEST CORNER OF BRIDGE C 37, 43.6 FEET WEST
 MK0929'OF WEST RAIL, 3.4 FEET EAST OF FENCE.
 MK0929
 MK0929                          STATION RECOVERY (1968)
 MK0929
 MK0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0929'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0021 ***********************************************************************
 ML0021  DESIGNATION -  R 83
 ML0021  PID         -  ML0021
 ML0021  STATE/COUNTY-  NE/BOONE
 ML0021  COUNTRY     -  US
 ML0021  USGS QUAD   -  ELGIN (2017)
 ML0021
 ML0021                         *CURRENT SURVEY CONTROL
 ML0021  ______________________________________________________________________
 ML0021* NAD 83(1986) POSITION- 41 54 55.     (N) 098 04 27.     (W)   SCALED
 ML0021* NAVD 88 ORTHO HEIGHT -   590.736 (meters)     1938.11  (feet) ADJUSTED
 ML0021  ______________________________________________________________________
 ML0021  GEOID HEIGHT    -        -24.446 (meters)                     GEOID18
 ML0021  DYNAMIC HEIGHT  -        590.480 (meters)     1937.27  (feet) COMP
 ML0021  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 ML0021
 ML0021  VERT ORDER      -  SECOND    CLASS 0
 ML0021
 ML0021.The horizontal coordinates were scaled from a map and have
 ML0021.an estimated accuracy of +/- 6 seconds.
 ML0021
 ML0021.The orthometric height was determined by differential leveling and
 ML0021.adjusted by the NATIONAL GEODETIC SURVEY
 ML0021.in June 1991.
 ML0021
 ML0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0021.GEOID18 height accuracy estimate available here.
 ML0021
 ML0021.Click photographs - Photos may exist for this station.
 ML0021
 ML0021.The dynamic height is computed by dividing the NAVD 88
 ML0021.geopotential number by the normal gravity value computed on the
 ML0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0021.degrees latitude (g = 980.6199 gals.).
 ML0021
 ML0021.The modeled gravity was interpolated from observed gravity values.
 ML0021
 ML0021;                    North         East    Units  Estimated Accuracy
 ML0021;SPC NE       -   232,930.      659,710.      MT  (+/- 180 meters Scaled)
 ML0021
 ML0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM767407(NAD 83)
 ML0021
 ML0021                          SUPERSEDED SURVEY CONTROL
 ML0021
 ML0021  NGVD 29 (??/??/92)  590.501  (m)         1937.34   (f) ADJ UNCH    2 0
 ML0021
 ML0021.Superseded values are not recommended for survey control.
 ML0021
 ML0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0021.See file dsdata.pdf to determine how the superseded data were derived.
 ML0021
 ML0021_MARKER: DB = BENCH MARK DISK
 ML0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0021_STAMPING: R 83 1935
 ML0021_MARK LOGO: CGS
 ML0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0021+STABILITY: SURFACE MOTION
 ML0021
 ML0021  HISTORY     - Date     Condition        Report By
 ML0021  HISTORY     - 1935     MONUMENTED       CGS
 ML0021  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0021
 ML0021                          STATION DESCRIPTION
 ML0021
 ML0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0021'1.6 MI N FROM RAEVILLE.
 ML0021'1.6 MILES NORTH OF RAEVILLE ALONG THE CHICAGO AND NORTH WESTERN
 ML0021'RAILROAD BETWEEN ELGIN AND ALBION, 68.3 FEET NORTHWEST OF
 ML0021'RAILROAD CROSSING, 54.6 FEET SOUTHEAST OF TELEPHONE POLE NO. 478,
 ML0021'37.2 FEET EAST OF FENCE, 25.7 FEET WEST OF THE WEST RAIL.
 ML0021
 ML0021                          STATION RECOVERY (1962)
 ML0021
 ML0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1634 ***********************************************************************
 MK1634  DESIGNATION -  R 84
 MK1634  PID         -  MK1634
 MK1634  STATE/COUNTY-  NE/PLATTE
 MK1634  COUNTRY     -  US
 MK1634  USGS QUAD   -  LINDSAY (2017)
 MK1634
 MK1634                         *CURRENT SURVEY CONTROL
 MK1634  ______________________________________________________________________
 MK1634* NAD 83(1986) POSITION- 41 43 03.     (N) 097 43 25.     (W)   SCALED
 MK1634* NAVD 88 ORTHO HEIGHT -   509.325 (meters)     1671.01  (feet) ADJUSTED
 MK1634  ______________________________________________________________________
 MK1634  GEOID HEIGHT    -        -24.549 (meters)                     GEOID18
 MK1634  DYNAMIC HEIGHT  -        509.109 (meters)     1670.30  (feet) COMP
 MK1634  MODELED GRAVITY -    980,181.5   (mgal)                       NAVD 88
 MK1634
 MK1634  VERT ORDER      -  SECOND    CLASS 0
 MK1634
 MK1634.The horizontal coordinates were scaled from a map and have
 MK1634.an estimated accuracy of +/- 6 seconds.
 MK1634
 MK1634.The orthometric height was determined by differential leveling and
 MK1634.adjusted by the NATIONAL GEODETIC SURVEY
 MK1634.in June 1991.
 MK1634
 MK1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1634.GEOID18 height accuracy estimate available here.
 MK1634
 MK1634.Click photographs - Photos may exist for this station.
 MK1634
 MK1634.The dynamic height is computed by dividing the NAVD 88
 MK1634.geopotential number by the normal gravity value computed on the
 MK1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1634.degrees latitude (g = 980.6199 gals.).
 MK1634
 MK1634.The modeled gravity was interpolated from observed gravity values.
 MK1634
 MK1634;                    North         East    Units  Estimated Accuracy
 MK1634;SPC NE       -   211,680.      689,350.      MT  (+/- 180 meters Scaled)
 MK1634
 MK1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM061191(NAD 83)
 MK1634
 MK1634                          SUPERSEDED SURVEY CONTROL
 MK1634
 MK1634  NGVD 29 (??/??/92)  509.128  (m)         1670.36   (f) ADJ UNCH    2 0
 MK1634
 MK1634.Superseded values are not recommended for survey control.
 MK1634
 MK1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1634.See file dsdata.pdf to determine how the superseded data were derived.
 MK1634
 MK1634_MARKER: DB = BENCH MARK DISK
 MK1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1634_STAMPING: R 84 1935
 MK1634_MARK LOGO: CGS
 MK1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1634+STABILITY: SURFACE MOTION
 MK1634
 MK1634  HISTORY     - Date     Condition        Report By
 MK1634  HISTORY     - 1935     MONUMENTED       CGS
 MK1634
 MK1634                          STATION DESCRIPTION
 MK1634
 MK1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1634'2 MI NW FROM LINDSAY.
 MK1634'2.0 MILES NORTHWEST OF LINDSAY.  ALONG THE CHICAGO AND NORTH
 MK1634'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, 150 FEET SOUTHEAST
 MK1634'OF CULVERT NO. D-145 1/2, 108.4 FEET EAST OF MILE POST NO. 64,
 MK1634'52.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 4.8 FEET SOUTHWEST OF
 MK1634'10-INCH GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0070 ***********************************************************************
 ML0070  DESIGNATION -  R 85
 ML0070  PID         -  ML0070
 ML0070  STATE/COUNTY-  NE/BOONE
 ML0070  COUNTRY     -  US
 ML0070  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML0070
 ML0070                         *CURRENT SURVEY CONTROL
 ML0070  ______________________________________________________________________
 ML0070* NAD 83(1986) POSITION- 41 34 02.     (N) 098 04 52.     (W)   SCALED
 ML0070* NAVD 88 ORTHO HEIGHT -   572.173 (meters)     1877.20  (feet) ADJUSTED
 ML0070  ______________________________________________________________________
 ML0070  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 ML0070  DYNAMIC HEIGHT  -        571.911 (meters)     1876.34  (feet) COMP
 ML0070  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 ML0070
 ML0070  VERT ORDER      -  SECOND    CLASS 0
 ML0070
 ML0070.The horizontal coordinates were scaled from a map and have
 ML0070.an estimated accuracy of +/- 6 seconds.
 ML0070
 ML0070.The orthometric height was determined by differential leveling and
 ML0070.adjusted by the NATIONAL GEODETIC SURVEY
 ML0070.in June 1991.
 ML0070
 ML0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0070.GEOID18 height accuracy estimate available here.
 ML0070
 ML0070.Click photographs - Photos may exist for this station.
 ML0070
 ML0070.The dynamic height is computed by dividing the NAVD 88
 ML0070.geopotential number by the normal gravity value computed on the
 ML0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0070.degrees latitude (g = 980.6199 gals.).
 ML0070
 ML0070.The modeled gravity was interpolated from observed gravity values.
 ML0070
 ML0070;                    North         East    Units  Estimated Accuracy
 ML0070;SPC NE       -   194,280.      659,990.      MT  (+/- 180 meters Scaled)
 ML0070
 ML0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM766021(NAD 83)
 ML0070
 ML0070                          SUPERSEDED SURVEY CONTROL
 ML0070
 ML0070  NGVD 29 (??/??/92)  571.947  (m)         1876.46   (f) ADJ UNCH    2 0
 ML0070
 ML0070.Superseded values are not recommended for survey control.
 ML0070
 ML0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0070.See file dsdata.pdf to determine how the superseded data were derived.
 ML0070
 ML0070_MARKER: DB = BENCH MARK DISK
 ML0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0070_STAMPING: R 85 1935
 ML0070_MARK LOGO: CGS
 ML0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0070+STABILITY: SURFACE MOTION
 ML0070
 ML0070  HISTORY     - Date     Condition        Report By
 ML0070  HISTORY     - 1935     MONUMENTED       CGS
 ML0070  HISTORY     - 1939     GOOD             CGS
 ML0070
 ML0070                          STATION DESCRIPTION
 ML0070
 ML0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0070'4.1 MI E FROM CEDAR RAPIDS.
 ML0070'4.1 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0070'CEDAR RAPIDS, BOONE COUNTY, 265 FEET WEST OF A ROAD INTERSECTION,
 ML0070'38.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET
 ML0070'WEST OF A POWER-TRANSMISSION LINE POLE, AND 2.4 FEET NORTH OF A
 ML0070'FENCE.  A STANDARD DISK, STAMPED R 85 1935 AND SET IN THE TOP OF
 ML0070'A CONCRETE POST.
 ML0070
 ML0070                          STATION RECOVERY (1939)
 ML0070
 ML0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1162 ***********************************************************************
 MK1162  DESIGNATION -  R 87
 MK1162  PID         -  MK1162
 MK1162  STATE/COUNTY-  NE/STANTON
 MK1162  COUNTRY     -  US
 MK1162  USGS QUAD   -  STANTON SE (2017)
 MK1162
 MK1162                         *CURRENT SURVEY CONTROL
 MK1162  ______________________________________________________________________
 MK1162* NAD 83(1986) POSITION- 41 50 43.     (N) 097 03 32.     (W)   SCALED
 MK1162* NAVD 88 ORTHO HEIGHT -   479.368 (meters)     1572.73  (feet) ADJUSTED
 MK1162  ______________________________________________________________________
 MK1162  GEOID HEIGHT    -        -25.017 (meters)                     GEOID18
 MK1162  DYNAMIC HEIGHT  -        479.176 (meters)     1572.10  (feet) COMP
 MK1162  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 MK1162
 MK1162  VERT ORDER      -  SECOND    CLASS 0
 MK1162
 MK1162.The horizontal coordinates were scaled from a map and have
 MK1162.an estimated accuracy of +/- 6 seconds.
 MK1162
 MK1162.The orthometric height was determined by differential leveling and
 MK1162.adjusted by the NATIONAL GEODETIC SURVEY
 MK1162.in June 1991.
 MK1162
 MK1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1162.GEOID18 height accuracy estimate available here.
 MK1162
 MK1162.Click photographs - Photos may exist for this station.
 MK1162
 MK1162.The dynamic height is computed by dividing the NAVD 88
 MK1162.geopotential number by the normal gravity value computed on the
 MK1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1162.degrees latitude (g = 980.6199 gals.).
 MK1162
 MK1162.The modeled gravity was interpolated from observed gravity values.
 MK1162
 MK1162;                    North         East    Units  Estimated Accuracy
 MK1162;SPC NE       -   227,530.      744,140.      MT  (+/- 180 meters Scaled)
 MK1162
 MK1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM611344(NAD 83)
 MK1162
 MK1162                          SUPERSEDED SURVEY CONTROL
 MK1162
 MK1162  NGVD 29 (??/??/92)  479.185  (m)         1572.13   (f) ADJ UNCH    2 0
 MK1162
 MK1162.Superseded values are not recommended for survey control.
 MK1162
 MK1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1162.See file dsdata.pdf to determine how the superseded data were derived.
 MK1162
 MK1162_MARKER: DB = BENCH MARK DISK
 MK1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1162_STAMPING: R 87 1935
 MK1162_MARK LOGO: CGS
 MK1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1162+STABILITY: SURFACE MOTION
 MK1162
 MK1162  HISTORY     - Date     Condition        Report By
 MK1162  HISTORY     - 1935     MONUMENTED       CGS
 MK1162  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1162
 MK1162                          STATION DESCRIPTION
 MK1162
 MK1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1162'10.7 MI NE FROM CLARKSON.
 MK1162'10.7 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1162'NO. 15 BETWEEN SCHUYLER AND PILGER, 7.8 MILES NORTH OF JUNCTION
 MK1162'WITH HIGHWAY 91, 0.5 MILES NORTH OF SCHOOL DISTRICT NO. 32, 174
 MK1162'FEET NORTH OF THE NORTHWEST CORNER OF WOODEN BRIDGE, 33.6 FEET
 MK1162'WEST OF THE CENTER LINE OF HIGHWAY, 1.4 FEET EAST OF FENCE.
 MK1162
 MK1162                          STATION RECOVERY (1965)
 MK1162
 MK1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0090 ***********************************************************************
 LG0090  DESIGNATION -  R 88
 LG0090  PID         -  LG0090
 LG0090  STATE/COUNTY-  NE/OTOE
 LG0090  COUNTRY     -  US
 LG0090  USGS QUAD   -  DUNBAR (2017)
 LG0090
 LG0090                         *CURRENT SURVEY CONTROL
 LG0090  ______________________________________________________________________
 LG0090* NAD 83(1986) POSITION- 40 43 29.     (N) 096 07 13.     (W)   SCALED
 LG0090* NAVD 88 ORTHO HEIGHT -   340.749 (meters)     1117.94  (feet) ADJUSTED
 LG0090  ______________________________________________________________________
 LG0090  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 LG0090  DYNAMIC HEIGHT  -        340.581 (meters)     1117.39  (feet) COMP
 LG0090  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 LG0090
 LG0090  VERT ORDER      -  SECOND    CLASS 0
 LG0090
 LG0090.The horizontal coordinates were scaled from a map and have
 LG0090.an estimated accuracy of +/- 6 seconds.
 LG0090
 LG0090.The orthometric height was determined by differential leveling and
 LG0090.adjusted by the NATIONAL GEODETIC SURVEY
 LG0090.in June 1991.
 LG0090
 LG0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0090.GEOID18 height accuracy estimate available here.
 LG0090
 LG0090.Click photographs - Photos may exist for this station.
 LG0090
 LG0090.The dynamic height is computed by dividing the NAVD 88
 LG0090.geopotential number by the normal gravity value computed on the
 LG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0090.degrees latitude (g = 980.6199 gals.).
 LG0090
 LG0090.The modeled gravity was interpolated from observed gravity values.
 LG0090
 LG0090;                    North         East    Units  Estimated Accuracy
 LG0090;SPC NE       -   106,320.      827,580.      MT  (+/- 180 meters Scaled)
 LG0090
 LG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432121(NAD 83)
 LG0090
 LG0090                          SUPERSEDED SURVEY CONTROL
 LG0090
 LG0090  NGVD 29 (??/??/92)  340.623  (m)         1117.53   (f) ADJ UNCH    2 0
 LG0090
 LG0090.Superseded values are not recommended for survey control.
 LG0090
 LG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0090.See file dsdata.pdf to determine how the superseded data were derived.
 LG0090
 LG0090_MARKER: DB = BENCH MARK DISK
 LG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0090_STAMPING: R 88 1935
 LG0090_MARK LOGO: CGS
 LG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0090+STABILITY: SURFACE MOTION
 LG0090
 LG0090  HISTORY     - Date     Condition        Report By
 LG0090  HISTORY     - 1935     MONUMENTED       CGS
 LG0090  HISTORY     - 20190629 MARK NOT FOUND   JORSUR
 LG0090
 LG0090                          STATION DESCRIPTION
 LG0090
 LG0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0090'AT OTOE.
 LG0090'AT OTOE, OTOE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 72.3 FEET
 LG0090'WEST OF THE NORTHWEST CORNER OF THE STATION, 47.8 FEET SOUTHEAST
 LG0090'OF POLE 444+05, AND 25.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 LG0090'A STANDARD DISK, STAMPED R 88 1935 AND SET IN THE TOP OF A
 LG0090'CONCRETE POST.
 LG0090
 LG0090                          STATION RECOVERY (2019)
 LG0090
 LG0090'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG0090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0090 ***********************************************************************
 MN0090  DESIGNATION -  R 9
 MN0090  PID         -  MN0090
 MN0090  STATE/COUNTY-  NE/CHEYENNE
 MN0090  COUNTRY     -  US
 MN0090  USGS QUAD   -  DALTON (2017)
 MN0090
 MN0090                         *CURRENT SURVEY CONTROL
 MN0090  ______________________________________________________________________
 MN0090* NAD 83(1986) POSITION- 41 22 53.     (N) 102 58 24.     (W)   SCALED
 MN0090* NAVD 88 ORTHO HEIGHT -  1301.120 (meters)     4268.76  (feet) ADJUSTED
 MN0090  ______________________________________________________________________
 MN0090  GEOID HEIGHT    -        -19.752 (meters)                     GEOID18
 MN0090  DYNAMIC HEIGHT  -       1300.216 (meters)     4265.79  (feet) COMP
 MN0090  MODELED GRAVITY -    979,883.6   (mgal)                       NAVD 88
 MN0090
 MN0090  VERT ORDER      -  FIRST     CLASS II
 MN0090
 MN0090.The horizontal coordinates were scaled from a map and have
 MN0090.an estimated accuracy of +/- 6 seconds.
 MN0090
 MN0090.The orthometric height was determined by differential leveling and
 MN0090.adjusted by the NATIONAL GEODETIC SURVEY
 MN0090.in June 1991.
 MN0090
 MN0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0090.GEOID18 height accuracy estimate available here.
 MN0090
 MN0090.Click photographs - Photos may exist for this station.
 MN0090
 MN0090.The dynamic height is computed by dividing the NAVD 88
 MN0090.geopotential number by the normal gravity value computed on the
 MN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0090.degrees latitude (g = 980.6199 gals.).
 MN0090
 MN0090.The modeled gravity was interpolated from observed gravity values.
 MN0090
 MN0090;                    North         East    Units  Estimated Accuracy
 MN0090;SPC NE       -   176,150.      251,420.      MT  (+/- 180 meters Scaled)
 MN0090
 MN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694830(NAD 83)
 MN0090
 MN0090                          SUPERSEDED SURVEY CONTROL
 MN0090
 MN0090  NGVD 29 (??/??/92) 1300.468  (m)         4266.62   (f) ADJ UNCH    1 2
 MN0090
 MN0090.Superseded values are not recommended for survey control.
 MN0090
 MN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0090.See file dsdata.pdf to determine how the superseded data were derived.
 MN0090
 MN0090_MARKER: DB = BENCH MARK DISK
 MN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0090_STAMPING: R 9 1933 4266.619
 MN0090_MARK LOGO: CGS
 MN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0090+STABILITY: SURFACE MOTION
 MN0090
 MN0090  HISTORY     - Date     Condition        Report By
 MN0090  HISTORY     - 1933     MONUMENTED       CGS
 MN0090  HISTORY     - 1950     GOOD             CGS
 MN0090  HISTORY     - 1985     POOR             NGS
 MN0090
 MN0090                          STATION DESCRIPTION
 MN0090
 MN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MN0090'1.9 MI S FROM DALTON.
 MN0090'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0090'FROM THE STATION AT DALTON, CHEYENNE COUNTY, 8 POLES SOUTH OF
 MN0090'MILEPOST 58, AT A ROAD CROSSING, 155 FEET WEST OF CENTERLINE
 MN0090'OF STATE HIGHWAY 19, 56 FEET WEST OF THE WEST RAIL, 23 FEET
 MN0090'NORTH OF THE CENTERLINE OF THE ROAD, AND 2-1/2 FEET EAST OF THE
 MN0090'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4266.619 R 9 1933
 MN0090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MN0090'GROUND.
 MN0090
 MN0090                          STATION RECOVERY (1985)
 MN0090
 MN0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0090'RECOVERED IN POOR CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE EXCEPT
 MN0090'MARK IS LOOSE AND WILL NOT BE LEVELED TO THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0405 ***********************************************************************
 MN0405  DESIGNATION -  RACKETT
 MN0405  PID         -  MN0405
 MN0405  STATE/COUNTY-  NE/GARDEN
 MN0405  COUNTRY     -  US
 MN0405  USGS QUAD   -  RACKETT (2017)
 MN0405
 MN0405                         *CURRENT SURVEY CONTROL
 MN0405  ______________________________________________________________________
 MN0405* NAD 83(1995) POSITION- 41 39 00.16471(N) 102 11 25.34927(W)   ADJUSTED
 MN0405* NAVD 88 ORTHO HEIGHT -  1206.0   (meters)     3957.    (feet) VERTCON
 MN0405  ______________________________________________________________________
 MN0405  GEOID HEIGHT    -        -19.790 (meters)                     GEOID18
 MN0405  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 MN0405  HORZ ORDER      -  FIRST
 MN0405
 MN0405.The horizontal coordinates were established by classical geodetic methods
 MN0405.and adjusted by the National Geodetic Survey in August 1997.
 MN0405
 MN0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0405
 MN0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0405.GEOID18 height accuracy estimate available here.
 MN0405
 MN0405.Click photographs - Photos may exist for this station.
 MN0405
 MN0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0405
 MN0405. The following values were computed from the NAD 83(1995) position.
 MN0405
 MN0405;                    North         East     Units Scale Factor Converg.
 MN0405;SPC NE       -   204,011.638   317,616.096   MT  0.99966175   -1 27 05.6
 MN0405;SPC NE       -   669,328.18  1,042,045.47   sFT  0.99966175   -1 27 05.6
 MN0405;UTM  13      - 4,614,736.429   733,968.133   MT  1.00027369   +1 52 05.0
 MN0405
 MN0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0405!SPC NE       -   0.99981398  x   0.99966175  =   0.99947579
 MN0405!UTM  13      -   0.99981398  x   1.00027369  =   1.00008762
 MN0405
 MN0405:                Primary Azimuth Mark                     Grid Az
 MN0405:SPC NE       -  RACKETT AZ MK                            246 46 07.8
 MN0405:UTM  13      -  RACKETT AZ MK                            243 26 57.2
 MN0405
 MN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3396814736(NAD 83)
 MN0405
 MN0405|---------------------------------------------------------------------|
 MN0405| PID    Reference Object                     Distance      Geod. Az  |
 MN0405|                                                           dddmmss.s |
 MN0405| CP8439 RACKETT RM 1                         10.630 METERS 04403     |
 MN0405| CP8438 RACKETT AZ MK                                      2451902.2 |
 MN0405| MN0411 CRESCENT LAKE NORTH LOT             APPROX.21.3 KM 3033904.1 |
 MN0405| CP8440 RACKETT RM 2                         13.360 METERS 30935     |
 MN0405|---------------------------------------------------------------------|
 MN0405
 MN0405                          SUPERSEDED SURVEY CONTROL
 MN0405
 MN0405  NAD 83(1986)-  41 39 00.16467(N)    102 11 25.35372(W) AD(       ) 1
 MN0405  NAD 27      -  41 39 00.22700(N)    102 11 23.67500(W) AD(       ) 1
 MN0405  NGVD 29 (07/19/86) 1205.5    (m)         3955.     (f) VERT ANG       
 MN0405
 MN0405.Superseded values are not recommended for survey control.
 MN0405
 MN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0405.See file dsdata.pdf to determine how the superseded data were derived.
 MN0405
 MN0405_MARKER: DS = TRIANGULATION STATION DISK
 MN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0405_STAMPING: RACKETT 1946
 MN0405_MARK LOGO: CGS
 MN0405_PROJECTION: PROJECTING 20 CENTIMETERS
 MN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0405+STABILITY: SURFACE MOTION
 MN0405
 MN0405  HISTORY     - Date     Condition        Report By
 MN0405  HISTORY     - 1946     MONUMENTED       CGS
 MN0405  HISTORY     - 1973     GOOD             NGS
 MN0405
 MN0405                          STATION DESCRIPTION
 MN0405
 MN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0405'LOCATED 19 MILES NORTH BY EAST OF OSHKOSH, ABOUT 0.6 MILE
 MN0405'NORTHEAST OF THE RANCH HOUSE ON LAND OWNED BY MR. R.R. CAMPBELL,
 MN0405'75 FEET NORTH-NORTHWEST OF THE HIGHEST POINT OF THE SAND
 MN0405'HILL AND 9.1 FEET NORTH-NORTHWEST OF A WHITE REFERENCE POST.
 MN0405'IT IS STAMPED RACKETT 1946 AND PROJECTS 8 INCHES.
 MN0405'
 MN0405'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 MN0405'IT IS STAMPED RACKETT NO 1 1946 AND PROJECTS 8 INCHES.
 MN0405'
 MN0405'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MN0405'IT IS STAMPED RACKETT NO 2 1946 AND PROJECTS 8 INCHES.
 MN0405'
 MN0405'THE AZIMUTH MARK IS 200 FEET NORTH OF A TRACK ROAD, 6 FEET
 MN0405'NORTH OF A WHITE REFERENCE POST AND 3 FEET EAST OF A FENCE
 MN0405'CORNER.  IT IS STAMPED RACKETT 1946 AND PROJECTS 10 INCHES.
 MN0405'
 MN0405'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE NORTH
 MN0405'EDGE OF THE BUSINESS DISTRICT IN OSHKOSH, GO NORTH FOR 0.25
 MN0405'MILE TO A CROSSROAD (SERVICE STATION ON THE LEFT).  THEN
 MN0405'RIGHT, EAST, FOR 0.85 MILE.  THEN LEFT, NORTH, FOR 1.0 MILE.
 MN0405'THEN RIGHT, EAST, FOR 1.0 MILE.  THEN LEFT, NORTH, FOR 6.0
 MN0405'MILES TO A CROSSROAD AT A SCHOOL HOUSE AND A TOWN HALL.  THEN
 MN0405'RIGHT, EAST, FOR 3.1 MILES TO A T INTERSECTION AT A SCHOOL
 MN0405'HOUSE.  THEN LEFT, NORTH, FOR 1.35 MILES TO A BRIDGE OVER A
 MN0405'CREEK.  CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 3.3
 MN0405'MILES TO A REVERSE Y INTERSECTION.  CONTINUE NORTHERLY ON
 MN0405'THE MAIN TRAVELED ROAD FOR 4.1 MILES TO A FORK.  THEN RIGHT
 MN0405'FORK 1.9 MILES TO AN AUTO GATE.  CONTINUE FOR 0.3 MILE TO
 MN0405'A DIM FORK ON THE RIGHT.  THEN RIGHT FORK, EASTERLY, FOR
 MN0405'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0405'EASTERLY FOR 0.25 MILE TO THE RANCH HOUSE OF MR.
 MN0405'CAMPBELL.  PASS THROUGH A GATE AT THE SOUTHEAST CORNER OF THE
 MN0405'RANCH YARD AND GO EASTERLY FOR 0.1 MILE TO A Y FENCE
 MN0405'INTERSECTION.  THEN PASS THROUGH A GATE AND TURN SHARP
 MN0405'LEFT, NORTHWEST, FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE,
 MN0405'WESTERLY, FOR ABOUT 0.15 MILE, KEEPING ON THE SOUTH SIDE
 MN0405'OF THE SAND HILL.  THEN BEAR RIGHT, NORTHWEST, KEEPING ON THE
 MN0405'WEST SIDE OF THE HILL, FOR 0.35 MILE.  THEN TURN SHARP
 MN0405'RIGHT AND FOLLOW THE RIDGE, SOUTHEAST, FOR 0.15 MILE TO
 MN0405'THE STATION.
 MN0405
 MN0405                          STATION RECOVERY (1973)
 MN0405
 MN0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0405'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 MN0405'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 MN0405'LONGER DISTANCE OF 0.06 FOOT TO REFERENCE MARK 1 WAS NOTED
 MN0405'AND VERIFIED.  THE DIRECTIONS TO THE MARKS COMPARED FAVORABLY
 MN0405'WITH THE 1946 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0405'
 MN0405'THE STATION IS LOCATED 23 MILES NORTH-NORTHWEST OF LEWELLEN,
 MN0405'23 MILES WEST-NORTHWEST OF ARTHUR, 19 MILES NORTH-NORTHEAST
 MN0405'OF OSHKOSH, ON TOP OF A GRASS COVERED SANDHILL, AND ON LAND
 MN0405'OWNED BY MR. F.L. FERELL.
 MN0405'
 MN0405'TO REACH THE STATION FROM THE POST OFFICE IN OSHKOSH, GO
 MN0405'NORTH ON MAIN STREET CROSSING RAILROAD TRACKS, FOR 0.3 MILE
 MN0405'TO H AVENUE.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.9
 MN0405'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON PAVED
 MN0405'ROAD FOR 1.0 MILE TO CURVE RIGHT, TURN RIGHT AND GO EAST FOR
 MN0405'1.0 MILE TO CURVE LEFT, TURN LEFT AND GO NORTH ON PAVED ROAD
 MN0405'THEN GRADED GRAVEL ROAD FOR 6.3 MILES TO A CROSSROAD AND GRANGE
 MN0405'HALL IN THE NORTHEAST CORNER.  TURN RIGHT AND GO EAST FOR
 MN0405'3.1 MILES TO A CROSSROAD AND SCHOOLHOUSE IN THE SOUTHWEST
 MN0405'CORNER.  TURN LEFT AND GO NORTH ON GRADED GRAVEL ROAD FOR
 MN0405'1.2 MILES TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST ON
 MN0405'GRADED GRAVEL ROAD FOR 3.3 MILES TO A CROSSROAD AND TURN
 MN0405'AROUND LOOP.  TURN LEFT AND GO NORTH ON A NARROW
 MN0405'BLACKTOP ROAD FOR 6.4 MILES TO A RANCH DRIVEWAY ON THE
 MN0405'RIGHT AND MAILBOX ON THE LEFT.  TURN RIGHT AND GO EAST
 MN0405'ON TRACK ROAD FOR 0.5 MILE TO A CATTLEGUARD AND FORK
 MN0405'BEYOND.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON TRACK ROAD
 MN0405'FOR 0.4 MILE TO A WINDMILL ON THE RIGHT AND THE AZIMUTH
 MN0405'MARK 0.05 MILE SOUTH-SOUTHWEST OF THE WINDMILL.  BEAR LEFT
 MN0405'AND GO EAST FOR 0.3 MILE TO A WIRE GATE IN FENCE, PASS
 MN0405'THROUGH, LEAVE ROAD AND CLIMB EAST UP THE RIDGE FOR 0.2 MILE,
 MN0405'THEN TURN LEFT AND GO NORTH ALONG WEST SIDE OF HILL FOR
 MN0405'0.35 MILE TO THE NORTHWEST RIDGE, BEAR RIGHT AND CLIMB
 MN0405'NORTHWEST RIDGE FOR 0.15 MILE TO THE TOP OF HILL AND THE
 MN0405'STATION.
 MN0405'
 MN0405'THE STATION MARK IS A STANDARD DISK STAMPED RACKETT 1946,
 MN0405'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0405'PROJECTS 0.9 FOOT ABOVE GROUND.  IT IS 65.0 FEET NORTH OF THE
 MN0405'HIGHEST POINT ON THE HILL, 9.0 FEET WEST-NORTHWEST OF A 4 X 4
 MN0405'WOODEN WITNESS POST.
 MN0405'
 MN0405'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RACKETT NO 1 1946,
 MN0405'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0405'PROJECTS 0.7 FOOT ABOVE GROUND.  IT IS 36.7 FEET NORTH-NORTHEAST
 MN0405'OF A 4 X 4 WOODEN WITNESS POST AND ABOUT 2 FEET LOWER THAN
 MN0405'THE STATION.
 MN0405'
 MN0405'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RACKETT NO 2 1946,
 MN0405'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0405'PROJECTS 0.5 FOOT ABOVE GROUND.  IT IS 52.8 FEET NORTH-NORTHWEST
 MN0405'OF A 4 X 4 WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 MN0405'THE STATION.
 MN0405'
 MN0405'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RACKETT 1946, SET
 MN0405'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0405'1.4 FEET ABOVE GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF A
 MN0405'METAL WITNESS POST WITH SIGN, AND ABOUT 150.0 FEET
 MN0405'SOUTH-SOUTHWEST OF A WINDMILL.
 MN0405'
 MN0405'HEIGHT OF LIGHT ABOVE STATION MARK 9.5 FEET.
 MN0405'
 MN0405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 MN0405'NORTH-NORTHEAST OF OSHKOSH
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2096 ***********************************************************************
 MK2096  DESIGNATION -  RADIO MAST KAR 72 ENE BRAINARD
 MK2096  PID         -  MK2096
 MK2096  STATE/COUNTY-  NE/BUTLER
 MK2096  COUNTRY     -  US
 MK2096  USGS QUAD   -  LOMA (2017)
 MK2096
 MK2096                         *CURRENT SURVEY CONTROL
 MK2096  ______________________________________________________________________
 MK2096* NAD 83(1995) POSITION- 41 12 22.79495(N) 096 55 10.78424(W)   ADJUSTED
 MK2096  ______________________________________________________________________
 MK2096  GEOID HEIGHT    -        -26.517 (meters)                     GEOID18
 MK2096  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 MK2096  HORZ ORDER      -  THIRD
 MK2096
 MK2096.The horizontal coordinates were established by classical geodetic methods
 MK2096.and adjusted by the National Geodetic Survey in August 1997.
 MK2096
 MK2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2096.GEOID18 height accuracy estimate available here.
 MK2096
 MK2096.Click photographs - Photos may exist for this station.
 MK2096
 MK2096.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2096
 MK2096. The following values were computed from the NAD 83(1995) position.
 MK2096
 MK2096;                    North         East     Units Scale Factor Converg.
 MK2096;SPC NE       -   157,038.377   758,215.568   MT  0.99967218   +2 02 28.8
 MK2096;SPC NE       -   515,216.74  2,487,578.91   sFT  0.99967218   +2 02 28.8
 MK2096;UTM  14      - 4,563,748.737   674,417.976   MT  0.99997442   +1 22 14.9
 MK2096
 MK2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7441763748(NAD 83)
 MK2096
 MK2096                          SUPERSEDED SURVEY CONTROL
 MK2096
 MK2096  NAD 83(1986)-  41 12 22.80405(N)    096 55 10.78384(W) AD(       ) 3
 MK2096  NAD 27      -  41 12 22.75500(N)    096 55 09.66200(W) AD(       ) 3
 MK2096
 MK2096.Superseded values are not recommended for survey control.
 MK2096
 MK2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2096.See file dsdata.pdf to determine how the superseded data were derived.
 MK2096
 MK2096_MARKER: 42 = RADIO/TV MAST
 MK2096
 MK2096  HISTORY     - Date     Condition        Report By
 MK2096  HISTORY     - 1961     FIRST OBSERVED   CGS
 MK2096
 MK2096                          STATION DESCRIPTION
 MK2096
 MK2096'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1993 ***********************************************************************
 MK1993  DESIGNATION -  RADIO STA KFAB CENTER TOWER
 MK1993  PID         -  MK1993
 MK1993  STATE/COUNTY-  NE/SARPY
 MK1993  COUNTRY     -  US
 MK1993  USGS QUAD   -  CEDAR CREEK (2017)
 MK1993
 MK1993                         *CURRENT SURVEY CONTROL
 MK1993  ______________________________________________________________________
 MK1993* NAD 83(1995) POSITION- 41 07 10.81166(N) 096 00 07.13269(W)   ADJUSTED
 MK1993  ______________________________________________________________________
 MK1993  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 MK1993  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 MK1993  HORZ ORDER      -  THIRD
 MK1993
 MK1993.The horizontal coordinates were established by classical geodetic methods
 MK1993.and adjusted by the National Geodetic Survey in August 1997.
 MK1993
 MK1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1993.GEOID18 height accuracy estimate available here.
 MK1993
 MK1993.Click photographs - Photos may exist for this station.
 MK1993
 MK1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1993
 MK1993. The following values were computed from the NAD 83(1995) position.
 MK1993
 MK1993;                    North         East     Units Scale Factor Converg.
 MK1993;SPC NE       -   150,576.102   835,538.252   MT  0.99968117   +2 38 58.1
 MK1993;SPC NE       -   494,015.09  2,741,261.75   sFT  0.99968117   +2 38 58.1
 MK1993;UTM  14      - 4,556,374.381   751,697.090   MT  1.00037977   +1 58 21.5
 MK1993;UTM  15      - 4,556,385.848   247,970.190   MT  1.00038183   -1 58 30.9
 MK1993
 MK1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5169756374(NAD 83)
 MK1993
 MK1993                          SUPERSEDED SURVEY CONTROL
 MK1993
 MK1993  NAD 83(1986)-  41 07 10.81949(N)    096 00 07.13143(W) AD(       ) 3
 MK1993  NAD 27      -  41 07 10.82500(N)    096 00 06.06900(W) AD(       ) 3
 MK1993
 MK1993.Superseded values are not recommended for survey control.
 MK1993
 MK1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1993.See file dsdata.pdf to determine how the superseded data were derived.
 MK1993
 MK1993_MARKER: 43 = RADIO/TV TOWER
 MK1993
 MK1993  HISTORY     - Date     Condition        Report By
 MK1993  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1993
 MK1993                          STATION DESCRIPTION
 MK1993
 MK1993'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1991 ***********************************************************************
 MK1991  DESIGNATION -  RADIO STA KFAB EAST TOWER
 MK1991  PID         -  MK1991
 MK1991  STATE/COUNTY-  NE/SARPY
 MK1991  COUNTRY     -  US
 MK1991  USGS QUAD   -  CEDAR CREEK (2017)
 MK1991
 MK1991                         *CURRENT SURVEY CONTROL
 MK1991  ______________________________________________________________________
 MK1991* NAD 83(1995) POSITION- 41 07 10.00886(N) 096 00 03.42396(W)   ADJUSTED
 MK1991  ______________________________________________________________________
 MK1991  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 MK1991  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 MK1991  HORZ ORDER      -  THIRD
 MK1991
 MK1991.The horizontal coordinates were established by classical geodetic methods
 MK1991.and adjusted by the National Geodetic Survey in August 1997.
 MK1991
 MK1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1991.GEOID18 height accuracy estimate available here.
 MK1991
 MK1991.Click photographs - Photos may exist for this station.
 MK1991
 MK1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1991
 MK1991. The following values were computed from the NAD 83(1995) position.
 MK1991
 MK1991;                    North         East     Units Scale Factor Converg.
 MK1991;SPC NE       -   150,555.370   835,625.796   MT  0.99968120   +2 39 00.6
 MK1991;SPC NE       -   493,947.08  2,741,548.97   sFT  0.99968120   +2 39 00.6
 MK1991;UTM  14      - 4,556,352.601   751,784.444   MT  1.00038031   +1 58 23.9
 MK1991;UTM  15      - 4,556,358.105   248,055.838   MT  1.00038130   -1 58 28.4
 MK1991
 MK1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5178456352(NAD 83)
 MK1991
 MK1991                          SUPERSEDED SURVEY CONTROL
 MK1991
 MK1991  NAD 83(1986)-  41 07 10.01670(N)    096 00 03.42255(W) AD(       ) 3
 MK1991  NAD 27      -  41 07 10.02200(N)    096 00 02.35800(W) AD(       ) 3
 MK1991
 MK1991.Superseded values are not recommended for survey control.
 MK1991
 MK1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1991.See file dsdata.pdf to determine how the superseded data were derived.
 MK1991
 MK1991_MARKER: 43 = RADIO/TV TOWER
 MK1991
 MK1991  HISTORY     - Date     Condition        Report By
 MK1991  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1991
 MK1991                          STATION DESCRIPTION
 MK1991
 MK1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1991'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OMAHA AND 4 MILES
 MK1991'WEST OF FORT CROOK.  THE TOWERS ARE OF STEEL TRIANGLE SHAPE
 MK1991'WITH THREE LEGS AND ABOUT 200 FEET APART RUNNING FROM EAST TO
 MK1991'WEST.  THE EAST TOWER IS 440.61 FEET HIGH, THE CENTER ONE 443.75
 MK1991'FEET HIGH AND THE WEST TOWER 439.57 FEET HIGH.  THE TOWERS ARE
 MK1991'ORANGE WITH WHITE STRIPES TERMINATING WITH INTERNATIONAL ORANGE
 MK1991'BANDS AT BOTH TOP AND BOTTOM.
 MK1991'
 MK1991'THE POINT INTERSECTED WAS THE RED LIGHTS ON THE TOP OF EACH
 MK1991'TOWER.
 MK1991'
 MK1991'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE ROUTE 31
 MK1991'AT FORT CROOK GO WEST ON ROUTE 31 FOR 2.1 MILES.  LEAVE ROUTE
 MK1991'31 AND CONTINUE FOR 0.75 MILE.  TURN SOUTH AND GO 0.25 MILE,
 MK1991'THEN WEST 0.9 MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1992 ***********************************************************************
 MK1992  DESIGNATION -  RADIO STA KFAB WEST TOWER
 MK1992  PID         -  MK1992
 MK1992  STATE/COUNTY-  NE/SARPY
 MK1992  COUNTRY     -  US
 MK1992  USGS QUAD   -  CEDAR CREEK (2017)
 MK1992
 MK1992                         *CURRENT SURVEY CONTROL
 MK1992  ______________________________________________________________________
 MK1992* NAD 83(1995) POSITION- 41 07 11.61214(N) 096 00 10.83028(W)   ADJUSTED
 MK1992  ______________________________________________________________________
 MK1992  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 MK1992  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 MK1992  HORZ ORDER      -  THIRD
 MK1992
 MK1992.The horizontal coordinates were established by classical geodetic methods
 MK1992.and adjusted by the National Geodetic Survey in August 1997.
 MK1992
 MK1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1992.GEOID18 height accuracy estimate available here.
 MK1992
 MK1992.Click photographs - Photos may exist for this station.
 MK1992
 MK1992.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1992
 MK1992. The following values were computed from the NAD 83(1995) position.
 MK1992
 MK1992;                    North         East     Units Scale Factor Converg.
 MK1992;SPC NE       -   150,596.776   835,450.971   MT  0.99968115   +2 38 55.7
 MK1992;SPC NE       -   494,082.92  2,740,975.39   sFT  0.99968115   +2 38 55.7
 MK1992;UTM  14      - 4,556,396.100   751,609.999   MT  1.00037923   +1 58 19.1
 MK1992;UTM  15      - 4,556,413.512   247,884.801   MT  1.00038236   -1 58 33.3
 MK1992
 MK1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5160956396(NAD 83)
 MK1992
 MK1992                          SUPERSEDED SURVEY CONTROL
 MK1992
 MK1992  NAD 83(1986)-  41 07 11.61997(N)    096 00 10.82889(W) AD(       ) 3
 MK1992  NAD 27      -  41 07 11.62600(N)    096 00 09.76600(W) AD(       ) 3
 MK1992
 MK1992.Superseded values are not recommended for survey control.
 MK1992
 MK1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1992.See file dsdata.pdf to determine how the superseded data were derived.
 MK1992
 MK1992_MARKER: 43 = RADIO/TV TOWER
 MK1992
 MK1992  HISTORY     - Date     Condition        Report By
 MK1992  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1992
 MK1992                          STATION DESCRIPTION
 MK1992
 MK1992'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1981 ***********************************************************************
 MK1981  DESIGNATION -  RADIO STA KOAD RAD MAST
 MK1981  PID         -  MK1981
 MK1981  STATE/COUNTY-  NE/DOUGLAS
 MK1981  COUNTRY     -  US
 MK1981  USGS QUAD   -  IRVINGTON (2017)
 MK1981
 MK1981                         *CURRENT SURVEY CONTROL
 MK1981  ______________________________________________________________________
 MK1981* NAD 83(1995) POSITION- 41 18 44.02727(N) 096 00 23.62452(W)   ADJUSTED
 MK1981  ______________________________________________________________________
 MK1981  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 MK1981  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 MK1981  HORZ ORDER      -  THIRD
 MK1981
 MK1981.The horizontal coordinates were established by classical geodetic methods
 MK1981.and adjusted by the National Geodetic Survey in August 1997.
 MK1981
 MK1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1981.GEOID18 height accuracy estimate available here.
 MK1981
 MK1981.Click photographs - Photos may exist for this station.
 MK1981
 MK1981.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1981
 MK1981. The following values were computed from the NAD 83(1995) position.
 MK1981
 MK1981;                    North         East     Units Scale Factor Converg.
 MK1981;SPC NE       -   171,913.847   834,166.961   MT  0.99966428   +2 38 47.2
 MK1981;SPC NE       -   564,020.68  2,736,762.77   sFT  0.99966428   +2 38 47.2
 MK1981;UTM  14      - 4,577,741.809   750,575.750   MT  1.00037280   +1 58 37.8
 MK1981;UTM  15      - 4,577,779.825   248,325.469   MT  1.00037959   -1 59 09.1
 MK1981
 MK1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5057577741(NAD 83)
 MK1981
 MK1981                          SUPERSEDED SURVEY CONTROL
 MK1981
 MK1981  NAD 83(1986)-  41 18 44.03532(N)    096 00 23.62456(W) AD(       ) 3
 MK1981  NAD 27      -  41 18 44.04900(N)    096 00 22.57700(W) AD(       ) 3
 MK1981
 MK1981.Superseded values are not recommended for survey control.
 MK1981
 MK1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1981.See file dsdata.pdf to determine how the superseded data were derived.
 MK1981
 MK1981_MARKER: 42 = RADIO/TV MAST
 MK1981
 MK1981  HISTORY     - Date     Condition        Report By
 MK1981  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1981
 MK1981                          STATION DESCRIPTION
 MK1981
 MK1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1981'STATION IS LOCATED IN THE NORTHWEST OUTSKIRTS OF OMAHA, JUST OFF
 MK1981'FROM NORTH 60TH AVE..  THE MAST IS ABOUT 500 FEET IN HEIGHT, OF
 MK1981'TRIANGULAR SHAPED CONSTRUCTION TAPERING TO SINGLE BEAM CONSTRUCTION
 MK1981'AT TOP AND BOTTOM.  THE STEEL MAST IS PAINTED ORANGE AND WHITE
 MK1981'WITH AN ORANGE BAND THE COLOR AT THE TOP.  THE POINT OF
 MK1981'INTERSECTION WAS THE RED LIGHT AT THE TOP.
 MK1981'
 MK1981'THE STATION MAY BE REACHED FROM BENSON POST OFFICE IN BENSON WHICH
 MK1981'IS A SUBURB IN NORTHWEST OMAHA, BY GOING EAST ON MILITARY AVE
 MK1981'TO NORTH 60TH AVE..  THENCE LEFT OR NORTH ON NORTH 60TH AVE FOR
 MK1981'1.9 MILE TO THE STATION SITE ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1042 ***********************************************************************
 LH1042  DESIGNATION -  RADIO STATION KRVN WEST MAST
 LH1042  PID         -  LH1042
 LH1042  STATE/COUNTY-  NE/DAWSON
 LH1042  COUNTRY     -  US
 LH1042  USGS QUAD   -  LEXINGTON SE (2017)
 LH1042
 LH1042                         *CURRENT SURVEY CONTROL
 LH1042  ______________________________________________________________________
 LH1042* NAD 83(1995) POSITION- 40 45 03.11587(N) 099 36 55.09788(W)   ADJUSTED
 LH1042  ______________________________________________________________________
 LH1042  GEOID HEIGHT    -        -24.020 (meters)                     GEOID18
 LH1042  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LH1042  HORZ ORDER      -  THIRD
 LH1042
 LH1042.The horizontal coordinates were established by classical geodetic methods
 LH1042.and adjusted by the National Geodetic Survey in August 1997.
 LH1042
 LH1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1042.GEOID18 height accuracy estimate available here.
 LH1042
 LH1042.Click photographs - Photos may exist for this station.
 LH1042
 LH1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1042
 LH1042. The following values were computed from the NAD 83(1995) position.
 LH1042
 LH1042;                    North         East     Units Scale Factor Converg.
 LH1042;SPC NE       -   101,944.178   532,479.552   MT  0.99974473   +0 15 17.8
 LH1042;SPC NE       -   334,461.86  1,746,976.66   sFT  0.99974473   +0 15 17.8
 LH1042;UTM  14      - 4,511,283.438   448,057.401   MT  0.99963321   -0 24 06.0
 LH1042
 LH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4805711283(NAD 83)
 LH1042
 LH1042                          SUPERSEDED SURVEY CONTROL
 LH1042
 LH1042  NAD 83(1986)-  40 45 03.12180(N)    099 36 55.10081(W) AD(       ) 3
 LH1042  NAD 27      -  40 45 03.08700(N)    099 36 53.70700(W) AD(       ) 3
 LH1042
 LH1042.Superseded values are not recommended for survey control.
 LH1042
 LH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1042.See file dsdata.pdf to determine how the superseded data were derived.
 LH1042
 LH1042_MARKER: 42 = RADIO/TV MAST
 LH1042
 LH1042  HISTORY     - Date     Condition        Report By
 LH1042  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1042  HISTORY     - 1959     GOOD             CGS
 LH1042
 LH1042                          STATION DESCRIPTION
 LH1042
 LH1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1042'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF LEXINGTON
 LH1042'AND 300 FEET NORTH OF THE NORTH-WEST CORNER OF THE TRANSMITTER
 LH1042'STATION.
 LH1042'
 LH1042'IT IS A STEEL STRUCTURE.  THE OVERALL HEIGHT IS 285 FEET.
 LH1042'
 LH1042'TO REACH THE STATION FROM THE POST OFFICE IN LEXINGTON, GO SOUTH
 LH1042'ON A PAVED STREET FOR 0.2 MILE TO U.S. HIGHWAY 30.  TURN LEFT AND
 LH1042'GO EAST-SOUTHEAST ON U.S. HIGHWAY 30 FOR 6.7 MILES TO A CROSSROAD,
 LH1042'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A
 LH1042'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO EAST 0.1 MILE TO THE
 LH1042'TRANSMITTER STATION AND THE STATION AS DESCRIBED.
 LH1042'
 LH1042'THE POINT OBSERVED UPON WAS THE TOP OF THE MAST.
 LH1042
 LH1042                          STATION RECOVERY (1959)
 LH1042
 LH1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1042'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1042'IS THE SAME MAST THAT WAS OBSERVED IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0432 ***********************************************************************
 MN0432  DESIGNATION -  RADKE
 MN0432  PID         -  MN0432
 MN0432  STATE/COUNTY-  NE/DEUEL
 MN0432  COUNTRY     -  US
 MN0432  USGS QUAD   -  CHAPPELL NE (2017)
 MN0432
 MN0432                         *CURRENT SURVEY CONTROL
 MN0432  ______________________________________________________________________
 MN0432* NAD 83(1995) POSITION- 41 08 57.57651(N) 102 20 48.26562(W)   ADJUSTED
 MN0432* NAVD 88 ORTHO HEIGHT -  1149.    (meters)     3770.    (feet) SCALED
 MN0432  ______________________________________________________________________
 MN0432  GEOID HEIGHT    -        -20.238 (meters)                     GEOID18
 MN0432  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 MN0432  HORZ ORDER      -  SECOND
 MN0432
 MN0432.The horizontal coordinates were established by classical geodetic methods
 MN0432.and adjusted by the National Geodetic Survey in August 1997.
 MN0432
 MN0432.The orthometric height was scaled from a topographic map.
 MN0432
 MN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0432.GEOID18 height accuracy estimate available here.
 MN0432
 MN0432.Click photographs - Photos may exist for this station.
 MN0432
 MN0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0432
 MN0432. The following values were computed from the NAD 83(1995) position.
 MN0432
 MN0432;                    North         East     Units Scale Factor Converg.
 MN0432;SPC NE       -   148,781.785   303,090.488   MT  0.99967784   -1 33 18.6
 MN0432;SPC NE       -   488,128.24    994,389.38   sFT  0.99967784   -1 33 18.6
 MN0432;UTM  13      - 4,558,727.545   722,649.629   MT  1.00021015   +1 44 47.8
 MN0432
 MN0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0432!SPC NE       -   0.99982305  x   0.99967784  =   0.99950095
 MN0432!UTM  13      -   0.99982305  x   1.00021015  =   1.00003317
 MN0432
 MN0432:                Primary Azimuth Mark                     Grid Az
 MN0432:SPC NE       -  RADKE AZ MK                              095 36 19.5
 MN0432:UTM  13      -  RADKE AZ MK                              092 18 13.1
 MN0432
 MN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2264958727(NAD 83)
 MN0432
 MN0432|---------------------------------------------------------------------|
 MN0432| PID    Reference Object                     Distance      Geod. Az  |
 MN0432|                                                           dddmmss.s |
 MN0432| MN0433 RADKE 2                              18.502 METERS 00229     |
 MN0432| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.14.7 KM 0074327.3 |
 MN0432| CP8446 RADKE AZ MK                                        0940300.9 |
 MN0432| CP8447 RADKE RM 1                           21.411 METERS 09737     |
 MN0432| CP8448 RADKE RM 2                           28.115 METERS 26456     |
 MN0432|---------------------------------------------------------------------|
 MN0432
 MN0432                          SUPERSEDED SURVEY CONTROL
 MN0432
 MN0432  NAD 83(1993)-  41 08 57.57601(N)    102 20 48.26626(W) AD(       ) 2
 MN0432  NAD 83(1986)-  41 08 57.57492(N)    102 20 48.26680(W) AD(       ) 2
 MN0432  NAD 27      -  41 08 57.61920(N)    102 20 46.59360(W) AD(       ) 2
 MN0432
 MN0432.Superseded values are not recommended for survey control.
 MN0432
 MN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0432.See file dsdata.pdf to determine how the superseded data were derived.
 MN0432
 MN0432_MARKER: DS = TRIANGULATION STATION DISK
 MN0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0432_STAMPING: RADKE 1963
 MN0432_MARK LOGO: CGS
 MN0432_PROJECTION: FLUSH
 MN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0432+STABILITY: SURFACE MOTION
 MN0432
 MN0432  HISTORY     - Date     Condition        Report By
 MN0432  HISTORY     - 1963     MONUMENTED       CGS
 MN0432  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MN0432
 MN0432                          STATION DESCRIPTION
 MN0432
 MN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0432'THE STATION IS LOCATED 10 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0432'STATE LINE, 8 MILES EAST-NORTHEAST OF CHAPPELL, ON THE NORTH
 MN0432'SIDE OF AN EAST-WEST GRAVELED ROAD, IN OPEN PASTURE LAND OWNED
 MN0432'BY MR. IRA F. RADKE.
 MN0432'
 MN0432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0432'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0432'JUNCTION OF STATE HIGHWAY 27.  TURN LEFT AND GO NORTH ON STATE
 MN0432'HIGHWAY 27 FOR 4.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 MN0432'AS DESCRIBED.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 MN0432'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0432'
 MN0432'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 MN0432'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED RADKE 1963.
 MN0432'IT IS 46 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MN0432'10 FEET NORTH OF A FENCE LINE AND 9.4 FEET NORTH OF A METAL
 MN0432'WITNESS POST.  NOTE--THE STATION MARK LOOKS LIKE AS THOUGH
 MN0432'SOMETHING STEPPED ON THE EDGE OF THE MARK WHILE THE CEMENT WAS
 MN0432'STILL WET.
 MN0432'
 MN0432'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0432'10-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0432'RADKE NO 1 1963.  IT IS 71 FEET EAST OF A METAL WITNESS POST,
 MN0432'38 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH
 MN0432'OF AN EAST-WEST FENCE LINE.
 MN0432'
 MN0432'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0432'10-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0432'RADKE NO 2 1963.  IT IS 91 FEET WEST OF A METAL WITNESS POST,
 MN0432'38 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 MN0432'NORTH OF AN EAST-WEST FENCE LINE.
 MN0432'
 MN0432'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 MN0432'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0432'RADKE 1963.  IT IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY
 MN0432'27, 35 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.8 FEET
 MN0432'SOUTHWEST OF A METAL WITNESS POST AND 2-1/2 FEET NORTH OF A
 MN0432'POWER POLE.
 MN0432
 MN0432                          STATION RECOVERY (1963)
 MN0432
 MN0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0432'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 MN0432'WERE RECOVERED AS DESCRIBED.  RADKE 2 WAS ESTABLISHED AND THEN
 MN0432'THE STATION MARKS AND THE REFERENCE MARKS WERE DESTROYED
 MN0432'AS THE ROAD WAS BEING WIDENED.  THE RADKE AZIMUTH MARK WAS
 MN0432'USED AS THE AZIMUTH MARK FOR RADKE 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0433 ***********************************************************************
 MN0433  DESIGNATION -  RADKE 2
 MN0433  PID         -  MN0433
 MN0433  STATE/COUNTY-  NE/DEUEL
 MN0433  COUNTRY     -  US
 MN0433  USGS QUAD   -  CHAPPELL NE (2017)
 MN0433
 MN0433                         *CURRENT SURVEY CONTROL
 MN0433  ______________________________________________________________________
 MN0433* NAD 83(1995) POSITION- 41 08 58.17571(N) 102 20 48.23121(W)   ADJUSTED
 MN0433* NAVD 88 ORTHO HEIGHT -  1149.    (meters)     3770.    (feet) SCALED
 MN0433  ______________________________________________________________________
 MN0433  GEOID HEIGHT    -        -20.238 (meters)                     GEOID18
 MN0433  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 MN0433  HORZ ORDER      -  SECOND
 MN0433
 MN0433.The horizontal coordinates were established by classical geodetic methods
 MN0433.and adjusted by the National Geodetic Survey in August 1997.
 MN0433
 MN0433.The orthometric height was scaled from a topographic map.
 MN0433
 MN0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0433.GEOID18 height accuracy estimate available here.
 MN0433
 MN0433.Click photographs - Photos may exist for this station.
 MN0433
 MN0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0433
 MN0433. The following values were computed from the NAD 83(1995) position.
 MN0433
 MN0433;                    North         East     Units Scale Factor Converg.
 MN0433;SPC NE       -   148,800.235   303,091.791   MT  0.99967783   -1 33 18.6
 MN0433;SPC NE       -   488,188.77    994,393.65   sFT  0.99967783   -1 33 18.6
 MN0433;UTM  13      - 4,558,746.049   722,649.867   MT  1.00021015   +1 44 47.9
 MN0433
 MN0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0433!SPC NE       -   0.99982305  x   0.99967783  =   0.99950094
 MN0433!UTM  13      -   0.99982305  x   1.00021015  =   1.00003317
 MN0433
 MN0433:                Primary Azimuth Mark                     Grid Az
 MN0433:SPC NE       -  RADKE 2 AZ MK RESET                      092 27 17.1
 MN0433:UTM  13      -  RADKE 2 AZ MK RESET                      089 09 10.6
 MN0433
 MN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2264958746(NAD 83)
 MN0433
 MN0433|---------------------------------------------------------------------|
 MN0433| PID    Reference Object                     Distance      Geod. Az  |
 MN0433|                                                           dddmmss.s |
 MN0433| CP8449 RADKE 2 RM 3                         26.283 METERS 00311     |
 MN0433| MN0039 RADKE 2 AZ MK RESET                                0905358.5 |
 MN0433| CP8446 RADKE AZ MK                                        0964348.3 |
 MN0433| MN0432 RADKE                                18.502 METERS 18229     |
 MN0433| CP8450 RADKE 2 RM 4                         25.162 METERS 26630     |
 MN0433|---------------------------------------------------------------------|
 MN0433
 MN0433                          SUPERSEDED SURVEY CONTROL
 MN0433
 MN0433  NAD 83(1993)-  41 08 58.17520(N)    102 20 48.23185(W) AD(       ) 2
 MN0433  NAD 83(1986)-  41 08 58.17412(N)    102 20 48.23240(W) AD(       ) 2
 MN0433  NAD 27      -  41 08 58.21840(N)    102 20 46.55920(W) AD(       ) 2
 MN0433
 MN0433.Superseded values are not recommended for survey control.
 MN0433
 MN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0433.See file dsdata.pdf to determine how the superseded data were derived.
 MN0433
 MN0433_MARKER: DS = TRIANGULATION STATION DISK
 MN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0433_STAMPING: RADKE 2 1963
 MN0433_MARK LOGO: CGS
 MN0433_PROJECTION: FLUSH
 MN0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0433+STABILITY: SURFACE MOTION
 MN0433
 MN0433  HISTORY     - Date     Condition        Report By
 MN0433  HISTORY     - 1963     MONUMENTED       CGS
 MN0433  HISTORY     - 1964     GOOD             CGS
 MN0433  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MN0433  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MN0433
 MN0433                          STATION DESCRIPTION
 MN0433
 MN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0433'THE STATION IS LOCATED 10 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0433'STATE LINE, 8 MILES EAST-NORTHEAST OF CHAPPELL, ON THE NORTH
 MN0433'SIDE OF AN EAST-WEST GRAVELED ROAD, THIS ROAD IS UNDER CONSTRUCTION
 MN0433'AT THE PRESENT TIME, IN OPEN PASTURE LAND OWNED BY MR. IRA F.
 MN0433'RADKE.
 MN0433'
 MN0433'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND 385
 MN0433'IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0433'JUNCTION OF STATE HIGHWAY 27.  TURN LEFT AND GO NORTH ON STATE
 MN0433'HIGHWAY 27 FOR 4.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 MN0433'AS DESCRIBED.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 MN0433'0.25 MILE TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 MN0433'
 MN0433'THE STATION MARK IS A STANDARD DISK, STAMPED RADKE 2 1963, SET IN
 MN0433'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0433'IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 107
 MN0433'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 50
 MN0433'FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE ALONG THE EAST-WEST
 MN0433'GRAVELED ROAD.
 MN0433'
 MN0433'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, RADKE 2 NO 3
 MN0433'1963, SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 10
 MN0433'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT
 MN0433'IS ON THE NORTH SLOPE OF A GRASS COVERED KNOLL AND ABOUT 2 FEET
 MN0433'LOWER THAN THE STATION ELEVATION.
 MN0433'
 MN0433'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED RADKE 2 NO 4 1963,
 MN0433'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0433'10 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0433'IT IS ABOUT 100 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MN0433'GRAVELED ROAD AND ON THE WEST SLOPE OF A GRASS COVERED KNOLL.
 MN0433'IT IS ABOUT 3 FEET LOWER THAN THE STATION ELEVATION.
 MN0433'
 MN0433'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RADKE 1963, SET IN
 MN0433'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0433'IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MN0433'IT IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 35 FEET
 MN0433'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.8 FEET SOUTHWEST OF A
 MN0433'METAL WITNESS POST AND 2-1/2 FEET NORTH OF A POWER LINE POLE.
 MN0433
 MN0433                          STATION RECOVERY (1964)
 MN0433
 MN0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MN0433'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MN0433'FOUND IN GOOD CONDITION.  THE 1963 DESCRIPTION FOR THIS STATION
 MN0433'IS ADEQUATE.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 27
 MN0433'WILL DESTROY THE AZIMUTH MARK, SO IT WAS RESET.  THE ELEVATION
 MN0433'WAS TRANSFERRED TO THIS MARK FROM ONE OF THE COAST AND GEODETIC
 MN0433'SURVEY BENCH MARKS, SO THAT MAKES THIS MARK A BENCH MARK,
 MN0433'ALSO.
 MN0433'
 MN0433'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 122 FEET NORTHWEST
 MN0433'OF THE CENTER OF INTERSECTION OF STATE HIGHWAY 27 AND A GRAVEL
 MN0433'CROSSROAD, 100 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVEL
 MN0433'ROAD, 70 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 27, 62
 MN0433'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, AND 1
 MN0433'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 MN0433'AND THE DISK IS STAMPED RADKE 2 RESET 1964.
 MN0433'
 MN0433'THE ELEVATION OF THIS AZIMUTH MARK IS 3804.722 FEET.
 MN0433'
 MN0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MN0433
 MN0433                          STATION RECOVERY (1971)
 MN0433
 MN0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (FSS)
 MN0433'REF. MARK NO. 3 AND 4 BOTH LAYING IN PASTURE OWNED BY MR. RADKE.
 MN0433'THE REMAINS OF THE STATION ALSO IN THE AREA BUT COULD NOT RECOVER
 MN0433'THE TABLET.
 MN0433'
 MN0433'THE SIMON BROS. CONSTRUCTION COMPANY OF SCOTTSBLUFF, NEBR. HAVE
 MN0433'STARTED TO EXCAVATE THE HILL AND HAVE ALREADY DESTROYED THE MARKS,
 MN0433'AZ. MARK IS OK.
 MN0433
 MN0433                          STATION RECOVERY (1972)
 MN0433
 MN0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0433'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE DESTROYED WHEN 5
 MN0433'TO 6 FEET OF DIRT WAS REMOVED FROM THE TOP OF THE HILL FOR ROAD
 MN0433'IMPROVEMENTS FOR STATE HIGHWAY 27.  RADKE 2 AZIMUTH MARK RESET
 MN0433'1964 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MN0433'
 MN0433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 MN0433'EAST-NORTHEAST OF CHAPPELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0039 ***********************************************************************
 MN0039  DESIGNATION -  RADKE 2 AZ MK RESET
 MN0039  PID         -  MN0039
 MN0039  STATE/COUNTY-  NE/DEUEL
 MN0039  COUNTRY     -  US
 MN0039  USGS QUAD   -  CHAPPELL NE (2017)
 MN0039
 MN0039                         *CURRENT SURVEY CONTROL
 MN0039  ______________________________________________________________________
 MN0039* NAD 83(1986) POSITION- 41 08 57.98   (N) 102 20 31.90   (W)   HD_HELD1
 MN0039* NAVD 88 ORTHO HEIGHT -  1160.19  (meters)     3806.4   (feet) RESET
 MN0039  ______________________________________________________________________
 MN0039  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 MN0039  VERT ORDER      -  THIRD
 MN0039
 MN0039.The horizontal coordinates were determined by differentially corrected
 MN0039.hand held GPS observations or other comparable positioning techniques
 MN0039.and have an estimated accuracy of +/- 3 meters.
 MN0039
 MN0039.The orthometric height was computed from unverified reset data.
 MN0039
 MN0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0039.GEOID18 height accuracy estimate available here.
 MN0039
 MN0039.Click photographs - Photos may exist for this station.
 MN0039
 MN0039;                    North         East    Units  Estimated Accuracy
 MN0039;SPC NE       -   148,783.9     303,472.2     MT  (+/- 3 meters HH1 GPS) 
 MN0039
 MN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2303058751(NAD 83)
 MN0039
 MN0039                          SUPERSEDED SURVEY CONTROL
 MN0039
 MN0039.No superseded survey control is available for this station.
 MN0039
 MN0039_MARKER: DZ = AZIMUTH MARK DISK
 MN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0039_STAMPING: RADKE 2 RESET 1964
 MN0039_MARK LOGO: CGS
 MN0039_PROJECTION: PROJECTING 9 CENTIMETERS
 MN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0039+STABILITY: SURFACE MOTION
 MN0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0039+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2021
 MN0039
 MN0039  HISTORY     - Date     Condition        Report By
 MN0039  HISTORY     - 1964     MONUMENTED       CGS
 MN0039  HISTORY     - 20121203 GOOD             GCT
 MN0039  HISTORY     - 20211229 GOOD             NEGS
 MN0039
 MN0039                          STATION DESCRIPTION
 MN0039
 MN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MN0039'10.9 MI NE FROM CHAPPELL.
 MN0039'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MN0039'AT CHAPPELL, DEUEL COUNTY, THENCE 4.0 MILES NORTH ALONG STATE
 MN0039'HIGHWAY 27, AT A GRAVEL ROAD CROSSING, 122 FEET NORTHWEST OF THE
 MN0039'INTERSECTION, 100 FEET NORTH OF THE CENTER OF EAST-WEST GRAVEL
 MN0039'ROAD, 62 FEET NORTH OF A FENCE CORNER, 70 FEET WEST OF THE CENTERLINE
 MN0039'OF STATE HIGHWAY 27, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE,
 MN0039'AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST PROJECTING 6 INCHES.
 MN0039
 MN0039                          STATION RECOVERY (2012)
 MN0039
 MN0039'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MN0039'OPUS SOLUTION AVAILABLE.
 MN0039
 MN0039                          STATION RECOVERY (2021)
 MN0039
 MN0039'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 MN0039'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND NE. HIGHWAY 27
 MN0039'APPROXIMATELY 6.50 MI (10.46 KM) EAST OF CHAPPELL, NE., GO NORTH ON
 MN0039'NE. HIGHWAY 27 APPROXIMATELY 4.0 MI (6.4 KM) TO COUNTY ROAD 22.  THE
 MN0039'MARK IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION AT MILE
 MN0039'POST 101.14.
 MN0039'
 MN0039'THE MARK IS 62.0 FT (18.9 M) NORTH OF NAIL IN THE TOP OF CORNER FENCE
 MN0039'POST, 46.7 FT (14.2 M) SOUTH OF NAIL IN THE TOP OF A FENCE POST, 1.40
 MN0039'FT (0.4 M) NORTH OF BOTTOM OF METAL WITNESS POST, 70.0 FT (21.3 M)
 MN0039'WEST OF THE CENTERLINE OF NE. HIGHWAY 27 AND 100.0 FT (30.5 M) NORTH
 MN0039'OF THE CENTERLINE OF COUNTY ROAD 22.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1371 ***********************************************************************
 LH1371  DESIGNATION -  RAGAN
 LH1371  PID         -  LH1371
 LH1371  STATE/COUNTY-  NE/PHELPS
 LH1371  COUNTRY     -  US
 LH1371  USGS QUAD   -  RAGAN (2017)
 LH1371
 LH1371                         *CURRENT SURVEY CONTROL
 LH1371  ______________________________________________________________________
 LH1371* NAD 83(1995) POSITION- 40 21 55.12440(N) 099 17 17.66553(W)   ADJUSTED
 LH1371* NAVD 88 ORTHO HEIGHT -   707.    (meters)     2320.    (feet) SCALED
 LH1371  ______________________________________________________________________
 LH1371  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 LH1371  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 LH1371  HORZ ORDER      -  THIRD
 LH1371
 LH1371.The horizontal coordinates were established by classical geodetic methods
 LH1371.and adjusted by the National Geodetic Survey in August 1997.
 LH1371
 LH1371.The orthometric height was scaled from a topographic map.
 LH1371
 LH1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1371.GEOID18 height accuracy estimate available here.
 LH1371
 LH1371.Click photographs - Photos may exist for this station.
 LH1371
 LH1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1371
 LH1371. The following values were computed from the NAD 83(1995) position.
 LH1371
 LH1371;                    North         East     Units Scale Factor Converg.
 LH1371;SPC NE       -    59,315.558   560,445.303   MT  0.99985479   +0 28 18.1
 LH1371;SPC NE       -   194,604.46  1,838,727.63   sFT  0.99985479   +0 28 18.1
 LH1371;UTM  14      - 4,468,344.466   475,527.482   MT  0.99960737   -0 11 12.1
 LH1371
 LH1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1371!SPC NE       -   0.99989299  x   0.99985479  =   0.99974780
 LH1371!UTM  14      -   0.99989299  x   0.99960737  =   0.99950041
 LH1371
 LH1371:                Primary Azimuth Mark                     Grid Az
 LH1371:SPC NE       -  RAGAN AZ MK                              295 52 39.2
 LH1371:UTM  14      -  RAGAN AZ MK                              296 32 09.4
 LH1371
 LH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7552768344(NAD 83)
 LH1371
 LH1371|---------------------------------------------------------------------|
 LH1371| PID    Reference Object                     Distance      Geod. Az  |
 LH1371|                                                           dddmmss.s |
 LH1371| CN9530 RAGAN RM 1                           22.611 METERS 02026     |
 LH1371| CN9529 RAGAN AZ MK                                        2962057.3 |
 LH1371| LH1369 HOLDREGE MUNICIPAL STANDPIPE        APPROX.10.3 KM 3182026.9 |
 LH1371| CN9531 RAGAN RM 2                           24.388 METERS 32817     |
 LH1371|---------------------------------------------------------------------|
 LH1371
 LH1371                          SUPERSEDED SURVEY CONTROL
 LH1371
 LH1371  NAD 83(1986)-  40 21 55.12911(N)    099 17 17.66525(W) AD(       ) 3
 LH1371  NAD 27      -  40 21 55.08900(N)    099 17 16.31800(W) AD(       ) 3
 LH1371
 LH1371.Superseded values are not recommended for survey control.
 LH1371
 LH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1371.See file dsdata.pdf to determine how the superseded data were derived.
 LH1371
 LH1371_MARKER: DS = TRIANGULATION STATION DISK
 LH1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1371_STAMPING: RAGAN 1951
 LH1371_MARK LOGO: CGS
 LH1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1371+STABILITY: SURFACE MOTION
 LH1371
 LH1371  HISTORY     - Date     Condition        Report By
 LH1371  HISTORY     - 1951     MONUMENTED       CGS
 LH1371
 LH1371                          STATION DESCRIPTION
 LH1371
 LH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1371'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HOLDREGE, 6.5
 LH1371'MILES WEST OF WILCOX AND 4 MILES NORTH OF RAGAN.  IT IS 165
 LH1371'FEET WEST OF THE CENTER OF A DRIVEWAY TO A FARM HOUSE, 54
 LH1371'FEET EAST OF A POWER LINE POLE, 36 FEET SOUTH OF THE CENTER OF AN
 LH1371'EAST-WEST DIRT ROAD AND 2 FEET NORTH OF AN EAST WEST FENCE
 LH1371'LINE.  IT IS STAMPED RAGAN 1951 AND PROJECTS 4 INCHES.
 LH1371'
 LH1371'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF AN
 LH1371'EAST-WEST DIRT ROAD.  IT IS STAMPED RAGAN NO 1 1951 AND PROJECTS
 LH1371'1 INCH.
 LH1371'
 LH1371'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF AN
 LH1371'EAST-WEST DIRT ROAD, 11 FEET WEST OF A TELEPHONE POLE AND 1 FOOT
 LH1371'EAST OF A FENCE CORNER.  IT IS STAMPED RAGAN NO 2 1951 AND
 LH1371'PROJECTS 1 INCH.
 LH1371'
 LH1371'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1371'NO. 2 IS 68.2 FEET.
 LH1371'
 LH1371'THE AZIMUTH MARK IS LOCATED IN A NORTH-SOUTH FENCE LINE AND 38
 LH1371'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 LH1371'IT IS STAMPED RAGAN 1951 AND PROJECTS 5 INCHES.
 LH1371'
 LH1371'TO REACH THE STATION FROM THE POST OFFICE IN RAGAN, GO NORTH
 LH1371'ON A GRAVELED STREET FOR 0.05 MILE TO A CROSS STREET, TURN
 LH1371'LEFT AND GO WEST ON A GRAVELED STREET FOR 0.15 MILE TO A
 LH1371'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 LH1371'2.7 MILES TO A T ROAD INTERSECTION, TURN LEFT AND GO WEST
 LH1371'ON A DIRT ROAD FOR 0.55 MILE TO A T ROAD RIGHT.  TURN RIGHT
 LH1371'AND GO NORTH ON A DIRT ROAD FOR 1.0 MILE TO A T ROAD RIGHT,
 LH1371'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.75 MILE TO THE
 LH1371'STATION ON THE RIGHT AS DESCRIBED.
 LH1371'
 LH1371'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A DIRT
 LH1371'ROAD FOR 0.75 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND
 LH1371'GO NORTH ON A DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 LH1371'THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1233 ***********************************************************************
 MK1233  DESIGNATION -  RAIL
 MK1233  PID         -  MK1233
 MK1233  STATE/COUNTY-  NE/PLATTE
 MK1233  COUNTRY     -  US
 MK1233  USGS QUAD   -  COLUMBUS (2017)
 MK1233
 MK1233                         *CURRENT SURVEY CONTROL
 MK1233  ______________________________________________________________________
 MK1233* NAD 83(1995) POSITION- 41 25 42.14271(N) 097 20 30.28491(W)   ADJUSTED
 MK1233* NAVD 88 ORTHO HEIGHT -   438.348 (meters)     1438.15  (feet) ADJUSTED
 MK1233  ______________________________________________________________________
 MK1233  GEOID HEIGHT    -        -25.398 (meters)                     GEOID18
 MK1233  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 MK1233  DYNAMIC HEIGHT  -        438.156 (meters)     1437.52  (feet) COMP
 MK1233  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 MK1233
 MK1233  HORZ ORDER      -  FIRST
 MK1233  VERT ORDER      -  FIRST     CLASS II
 MK1233
 MK1233.The horizontal coordinates were established by classical geodetic methods
 MK1233.and adjusted by the National Geodetic Survey in August 1997.
 MK1233
 MK1233.The orthometric height was determined by differential leveling and
 MK1233.adjusted by the NATIONAL GEODETIC SURVEY
 MK1233.in June 1991.
 MK1233
 MK1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1233.GEOID18 height accuracy estimate available here.
 MK1233
 MK1233.Click photographs - Photos may exist for this station.
 MK1233
 MK1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1233
 MK1233.The dynamic height is computed by dividing the NAVD 88
 MK1233.geopotential number by the normal gravity value computed on the
 MK1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1233.degrees latitude (g = 980.6199 gals.).
 MK1233
 MK1233.The modeled gravity was interpolated from observed gravity values.
 MK1233
 MK1233. The following values were computed from the NAD 83(1995) position.
 MK1233
 MK1233;                    North         East     Units Scale Factor Converg.
 MK1233;SPC NE       -   180,504.090   722,087.775   MT  0.99965951   +1 45 41.8
 MK1233;SPC NE       -   592,203.84  2,369,049.64   sFT  0.99965951   +1 45 41.8
 MK1233;UTM  14      - 4,587,639.214   638,557.323   MT  0.99983626   +1 05 50.7
 MK1233
 MK1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1233!SPC NE       -   0.99993523  x   0.99965951  =   0.99959476
 MK1233!UTM  14      -   0.99993523  x   0.99983626  =   0.99977150
 MK1233
 MK1233:                Primary Azimuth Mark                     Grid Az
 MK1233:SPC NE       -  COLUMBUS                                 351 36 51.8
 MK1233:UTM  14      -  COLUMBUS                                 352 16 42.9
 MK1233
 MK1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3855787639(NAD 83)
 MK1233
 MK1233|---------------------------------------------------------------------|
 MK1233| PID    Reference Object                     Distance      Geod. Az  |
 MK1233|                                                           dddmmss.s |
 MK1233| MK1858 SCHUYLER CITY LT AND PWR STK        APPROX.23.8 KM 0840526.5 |
 MK1233| MK1859 SCHUYLER STANDPIPE                  APPROX.23.8 KM 0840616.8 |
 MK1233| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.23.5 KM 0842400.7 |
 MK1233| CN9532 RAIL AZ MK                                         0921440.5 |
 MK1233| MK1234 RAIL RM 1                            51.752 METERS 10826     |
 MK1233| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX. 8.5 KM 1195938.6 |
 MK1233| MK1232 COLUMBUS MAGNETIC STA               170.448 METERS 12449     |
 MK1233| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX. 8.8 KM 1245340.8 |
 MK1233| MK1235 RAIL RM 2                            58.027 METERS 18605     |
 MK1233| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX. 0.9 KM 2182637.7 |
 MK1233| MK1898 COLUMBUS MUNICIPAL TANK             APPROX. 1.7 KM 2644452.8 |
 MK1233| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX. 0.7 KM 3031006.8 |
 MK1233| MK1848 PLATTE CENTER TANK                  APPROX.17.2 KM 3163944.8 |
 MK1233| MK1895 COLUMBUS                            APPROX. 5.4 KM 3532233.6 |
 MK1233|---------------------------------------------------------------------|
 MK1233
 MK1233                          SUPERSEDED SURVEY CONTROL
 MK1233
 MK1233  NAD 83(1986)-  41 25 42.15043(N)    097 20 30.28824(W) AD(       ) 1
 MK1233  NAD 27      -  41 25 42.10600(N)    097 20 29.14300(W) AD(       ) 1
 MK1233  NGVD 29 (??/??/92)  438.159  (m)         1437.53   (f) ADJ UNCH    1 2
 MK1233  NGVD 29             438.16   (m)         1437.5    (f) LEVELING    3  
 MK1233
 MK1233.Superseded values are not recommended for survey control.
 MK1233
 MK1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1233.See file dsdata.pdf to determine how the superseded data were derived.
 MK1233
 MK1233_MARKER: DS = TRIANGULATION STATION DISK
 MK1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1233_STAMPING: RAIL 1935
 MK1233_MARK LOGO: CGS
 MK1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1233+STABILITY: SURFACE MOTION
 MK1233
 MK1233  HISTORY     - Date     Condition        Report By
 MK1233  HISTORY     - 1935     MONUMENTED       CGS
 MK1233  HISTORY     - 1940     GOOD             CGS
 MK1233  HISTORY     - 1950     GOOD             CGS
 MK1233  HISTORY     - 1972     GOOD             NGS
 MK1233  HISTORY     - 19970721 GOOD             NEDR
 MK1233  HISTORY     - 20040809 GOOD             USPSQD
 MK1233
 MK1233                          STATION DESCRIPTION
 MK1233
 MK1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1233'STATION IS LOCATED IN THE COLUMBUS CEMETERY, ABOUT 1 MILE
 MK1233'EAST AND 0.25 MILE SOUTH OF THE CENTER OF TOWN.
 MK1233'
 MK1233'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 MK1233'IN COLUMBUS, GO EAST ON FOURTEENTH STREET FOR 14 BLOCKS
 MK1233'(0.9 MILE), TURN RIGHT (SOUTH) ACROSS TRACKS AND TO STATION.
 MK1233'STATION IS IN THE NORTHWEST CORNER OF THE CEMETERY, ACROSS
 MK1233'THE STREET FROM A BRICK KILN, 15.2 METERS SOUTH OF THE SOUTH
 MK1233'RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 11.6 METERS EAST
 MK1233'OF CENTERLINE OF NORTH-SOUTH STREET, 6.7 METERS EAST-SOUTHEAST
 MK1233'OF FENCE CORNER, 5.4 METERS EAST OF NORTH-SOUTH FENCE, AND 2.6
 MK1233'METERS SOUTH OF EAST-WEST FENCE, PROJECTING ABOUT 8 INCHES
 MK1233'ABOVE SURFACE OF GROUND.
 MK1233'
 MK1233'REFERENCE MARK NO. 1 IS 51.752 METERS (169.78 FEET) EAST-SOUTHEAST
 MK1233'OF STATION, 14.5 METERS SOUTH OF SOUTH RAIL OF THE UNION
 MK1233'PACIFIC RAILROAD TRACK, AND 0.3 METER SOUTH OF NORTH FENCE
 MK1233'OF CEMETERY, PROJECTING 2 INCHES.
 MK1233'
 MK1233'REFERENCE MARK NO. 2 IS 58.027 METERS (190.39 FEET) SOUTH OF
 MK1233'STATION, 6.7 METERS EAST OF CENTERLINE OF NORTH-SOUTH FENCE,
 MK1233'0.7 METER EAST OF WEST FENCE OF CEMETERY, PROJECTING 6 INCHES
 MK1233'
 MK1233'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE EAST OF STATION, 20
 MK1233'FEET WEST OF CENTERLINE OF NORTH-SOUTH GRADED ROAD, SET IN
 MK1233'NORTH-SOUTH FENCE LINE.  TO REACH FROM STATION, GO NORTH FOR
 MK1233'0.3 MILE, TURN RIGHT (EAST) FOR 0.1 MILE, TURN LEFT (NORTH)
 MK1233'FOR 0.4 MILE TO U.S. HIGHWAY 30, TURN RIGHT (EAST) ON HIGHWAY
 MK1233'30 FOR 0.45 MILE, TURN RIGHT (SOUTH) FOR 0.65 MILE TO MARK
 MK1233'ON RIGHT.
 MK1233'
 MK1233'COLUMBUS MAGNETIC STATION IS 170.447 METERS (55.919 FEET)
 MK1233'SOUTHEAST OF STATION, 218.5 FEET WEST OF THE NORTHWEST-SOUTHEAST
 MK1233'WIRE FENCE, 165.0 FEET SOUTHWEST OF THE SOUTH RAIL OF THE UNION
 MK1233'PACIFIC RAILROAD TRACK, 38.2 FEET NORTHWEST OF THE NORTHWEST
 MK1233'CORNER OF THE OPPLIGER MONUMENT, 6.9 FEET SOUTHEAST OF THE
 MK1233'SOUTHWEST CORNER OF THE EARNEST HARMS (FLAT-TOPPED) MONUMENT,
 MK1233'4.2 FEET SOUTHWEST OF TH SOUTHEAST CORNER, AND 3.0 FEET SOUTH
 MK1233'OF THE CURB EDGE OF THE ABOVE MONUMENT.  THE STATION IS MARKED
 MK1233'BY A 6- BY 6-INCH LIMESTONE POST (DRILL HOLE IN CENTER),
 MK1233'COVERED WITH 1 OR 2 INCHES OF SOD.  A TIE WAS MADE TO THIS
 MK1233'STATION, THE DISTANCE WAS MEASURED OVER STAKES WITH A
 MK1233'30-METER TAPE (100 FEET) SUPPORTED AT THREE PLACES.
 MK1233'
 MK1233'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1233
 MK1233                          STATION RECOVERY (1940)
 MK1233
 MK1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 MK1233'TO REACH FROM POST OFFICE, PROCEED EAST ON FOURTEENTH STREET
 MK1233'TO TWELFTH AVENUE, TURN RIGHT (SOUTH) ON TWELFTH AVENUE, GO ACROSS
 MK1233'UNION PACIFIC RAILROAD AND CHICAGO, BURLINGTON AND QUINCY
 MK1233'RAILROAD TRACKS TO COLUMBUS CITY CEMETERY.  THE STATION IS LOCATED
 MK1233'ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN NORTHWEST
 MK1233'CORNER OF CEMETERY 0.8 MILE SOUTHEAST OF C.B. AND Q. RR. STATION
 MK1233'AT COLUMBUS, 57 FEET SOUTH OF CENTERLINE OF RAILROAD, 37 FEET
 MK1233'EAST OF CENTERLNE OF TWELFTH AVENUE, 18 FEET EAST OF CEMETERY
 MK1233'FENCE, AND 8.8 FEET SOUTH OF RAILROAD RIGHT-OF-WAY FENCE.
 MK1233'MONUMENT PROJECTS 0.6 FOOT.  A STANDARD DISK IN CONCRETE
 MK1233'POST, STAMPED RAIL 1935.
 MK1233'
 MK1233'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK IN
 MK1233'CONCRETE POST, STAMPED RAIL NO. 1 1935.  MONUMENT PROJECTS
 MK1233'0.3 FOOT.
 MK1233'
 MK1233'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MK1233'RAIL NO. 2 1935, AND SET IN A CONCRETE POST.  MONUMENT PROJECTS
 MK1233'0.8 FOOT.
 MK1233'
 MK1233'NO DESCRIPTION FOR THIS TRIANGULATION STATION IS AVAILABLE
 MK1233'IN THE FIELD.
 MK1233'
 MK1233'NO AZIMUTH MARK COULD BE LOCATED, BUT MAY STILL EXIST.
 MK1233
 MK1233                          STATION RECOVERY (1950)
 MK1233
 MK1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1233'0.9 MI E FROM COLUMBUS.
 MK1233'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1233'AT COLUMBUS, IN THE NORTHWEST CORNER OF THE COLUMBUS CEMETERY,
 MK1233'55.5 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND
 MK1233'QUINCY RAILROAD, 37 FEET EAST OF THE CENTER LINE OF 12TH AVENUE,
 MK1233'18 FEET EAST OF A FENCE, 8.8 FEET SOUTH OF A FENCE, SET IN THE
 MK1233'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MK1233
 MK1233                          STATION RECOVERY (1972)
 MK1233
 MK1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 MK1233'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 MK1233'AS DESCRIBED.  STATION IS NOW 2 INCHES BELOW THE SURFACE.
 MK1233'
 MK1233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILES
 MK1233'EAST OF COLUMBUS.
 MK1233
 MK1233                          STATION RECOVERY (1997)
 MK1233
 MK1233'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MK1233'THE STATION WAS RECOVERED IN GOOD CONDITION, IN COLUMBUS, NEAR 12TH
 MK1233'AVENUE AND 11TH STREET AND AT THE NORTHWEST CORNER OF A CEMETERY, JUST
 MK1233'SOUTH OF A SET OF RAILROAD TRACKS, IN THE SW1/4, SEC20, T17N, R1E.
 MK1233'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 MK1233'14 CM BELOW THE GROUND SURFACE.  IT IS 58.034 M (190.400 FT)
 MK1233'NORTH-NORTHEAST OF REFERENCE MARK 2, 51.755 M (169.800 FT)
 MK1233'WEST-NORTHWEST OF REFERENCE MARK 1 AND 11.3 M (37.1 FT) EAST OF THE
 MK1233'CENTERLINE OF 12TH AVENUE.
 MK1233
 MK1233                          STATION RECOVERY (2004)
 MK1233
 MK1233'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1234 ***********************************************************************
 MK1234  DESIGNATION -  RAIL RM 1
 MK1234  PID         -  MK1234
 MK1234  STATE/COUNTY-  NE/PLATTE
 MK1234  COUNTRY     -  US
 MK1234  USGS QUAD   -  COLUMBUS (2017)
 MK1234
 MK1234                         *CURRENT SURVEY CONTROL
 MK1234  ______________________________________________________________________
 MK1234* NAD 83(1986) POSITION- 41 25 41.61   (N) 097 20 28.17   (W)   HD_HELD1
 MK1234* NAVD 88 ORTHO HEIGHT -   438.359 (meters)     1438.18  (feet) ADJUSTED
 MK1234  ______________________________________________________________________
 MK1234  GEOID HEIGHT    -        -25.399 (meters)                     GEOID18
 MK1234  DYNAMIC HEIGHT  -        438.167 (meters)     1437.55  (feet) COMP
 MK1234  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 MK1234
 MK1234  VERT ORDER      -  FIRST     CLASS II
 MK1234
 MK1234.The horizontal coordinates were determined by differentially corrected
 MK1234.hand held GPS observations or other comparable positioning techniques
 MK1234.and have an estimated accuracy of +/- 3 meters.
 MK1234
 MK1234.The orthometric height was determined by differential leveling and
 MK1234.adjusted by the NATIONAL GEODETIC SURVEY
 MK1234.in June 1991.
 MK1234
 MK1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1234.GEOID18 height accuracy estimate available here.
 MK1234
 MK1234.Click photographs - Photos may exist for this station.
 MK1234
 MK1234.The dynamic height is computed by dividing the NAVD 88
 MK1234.geopotential number by the normal gravity value computed on the
 MK1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1234.degrees latitude (g = 980.6199 gals.).
 MK1234
 MK1234.The modeled gravity was interpolated from observed gravity values.
 MK1234
 MK1234;                    North         East    Units  Estimated Accuracy
 MK1234;SPC NE       -   180,489.2     722,137.3     MT  (+/- 3 meters HH1 GPS) 
 MK1234
 MK1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3860687623(NAD 83)
 MK1234
 MK1234                          SUPERSEDED SURVEY CONTROL
 MK1234
 MK1234  NGVD 29 (??/??/92)  438.170  (m)         1437.56   (f) ADJ UNCH    1 2
 MK1234
 MK1234.Superseded values are not recommended for survey control.
 MK1234
 MK1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1234.See file dsdata.pdf to determine how the superseded data were derived.
 MK1234
 MK1234_MARKER: DR = REFERENCE MARK DISK
 MK1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1234_STAMPING: RAIL NO 1 1935
 MK1234_MARK LOGO: CGS
 MK1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1234+STABILITY: SURFACE MOTION
 MK1234
 MK1234  HISTORY     - Date     Condition        Report By
 MK1234  HISTORY     - 1935     MONUMENTED       CGS
 MK1234  HISTORY     - 1950     GOOD             CGS
 MK1234  HISTORY     - 20040809 GOOD             USPSQD
 MK1234
 MK1234                          STATION DESCRIPTION
 MK1234
 MK1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1234'0.9 MI E FROM COLUMBUS.
 MK1234'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1234'AT COLUMBUS, AT THE NORTHWEST CORNER OF THE COLUMBUS CEMETERY,
 MK1234'169.8 FEET SOUTHEAST OF TRIANGULATION STATION RAIL 1935, 47 FEET
 MK1234'SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY
 MK1234'RAILROAD, 1.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK1234'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1234
 MK1234                          STATION RECOVERY (2004)
 MK1234
 MK1234'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1235 ***********************************************************************
 MK1235  DESIGNATION -  RAIL RM 2
 MK1235  PID         -  MK1235
 MK1235  STATE/COUNTY-  NE/PLATTE
 MK1235  COUNTRY     -  US
 MK1235  USGS QUAD   -  COLUMBUS (2017)
 MK1235
 MK1235                         *CURRENT SURVEY CONTROL
 MK1235  ______________________________________________________________________
 MK1235* NAD 83(1986) POSITION- 41 25 40.27   (N) 097 20 30.55   (W)   HD_HELD1
 MK1235* NAVD 88 ORTHO HEIGHT -   438.904 (meters)     1439.97  (feet) ADJUSTED
 MK1235  ______________________________________________________________________
 MK1235  GEOID HEIGHT    -        -25.399 (meters)                     GEOID18
 MK1235  DYNAMIC HEIGHT  -        438.713 (meters)     1439.34  (feet) COMP
 MK1235  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 MK1235
 MK1235  VERT ORDER      -  FIRST     CLASS II
 MK1235
 MK1235.The horizontal coordinates were determined by differentially corrected
 MK1235.hand held GPS observations or other comparable positioning techniques
 MK1235.and have an estimated accuracy of +/- 3 meters.
 MK1235
 MK1235.The orthometric height was determined by differential leveling and
 MK1235.adjusted by the NATIONAL GEODETIC SURVEY
 MK1235.in June 1991.
 MK1235
 MK1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1235.GEOID18 height accuracy estimate available here.
 MK1235
 MK1235.Click photographs - Photos may exist for this station.
 MK1235
 MK1235.The dynamic height is computed by dividing the NAVD 88
 MK1235.geopotential number by the normal gravity value computed on the
 MK1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1235.degrees latitude (g = 980.6199 gals.).
 MK1235
 MK1235.The modeled gravity was interpolated from observed gravity values.
 MK1235
 MK1235;                    North         East    Units  Estimated Accuracy
 MK1235;SPC NE       -   180,446.2     722,083.4     MT  (+/- 3 meters HH1 GPS) 
 MK1235
 MK1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3855287581(NAD 83)
 MK1235
 MK1235                          SUPERSEDED SURVEY CONTROL
 MK1235
 MK1235  NGVD 29 (??/??/92)  438.716  (m)         1439.35   (f) ADJ UNCH    1 2
 MK1235
 MK1235.Superseded values are not recommended for survey control.
 MK1235
 MK1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1235.See file dsdata.pdf to determine how the superseded data were derived.
 MK1235
 MK1235_MARKER: DR = REFERENCE MARK DISK
 MK1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1235_STAMPING: RAIL NO 2 1935
 MK1235_MARK LOGO: CGS
 MK1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1235+STABILITY: SURFACE MOTION
 MK1235
 MK1235  HISTORY     - Date     Condition        Report By
 MK1235  HISTORY     - 1935     MONUMENTED       CGS
 MK1235  HISTORY     - 1950     GOOD             CGS
 MK1235  HISTORY     - 20040809 GOOD             USPSQD
 MK1235
 MK1235                          STATION DESCRIPTION
 MK1235
 MK1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1235'0.9 MI E FROM COLUMBUS.
 MK1235'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1235'AT COLUMBUS, AN THE COLUMBUS CEMETERY, 190.4 FEET SOUTH OF
 MK1235'TRIANGULATION STATION RAIL 1935, 25 FEET EAST OF THE CENTER
 MK1235'LINE OF 12TH AVENUE, 2 FEET EAST OF A FENCE, SET IN THE TOP OF A
 MK1235'CONCRETE POST WHICH PROJECTS 0.6 FEET ABOVE THE GROUND.
 MK1235
 MK1235                          STATION RECOVERY (2004)
 MK1235
 MK1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1235'STATION FOUND GOOD. MARK IS 25 FEET SOUTH OF THE SOUTH EDGE OF THE
 MK1235'NORTH ENTRANCE TO THE CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1987 ***********************************************************************
 MK1987  DESIGNATION -  RALSTON MUNICIPAL STANDPIPE
 MK1987  PID         -  MK1987
 MK1987  STATE/COUNTY-  NE/DOUGLAS
 MK1987  COUNTRY     -  US
 MK1987  USGS QUAD   -  RALSTON (2017)
 MK1987
 MK1987                         *CURRENT SURVEY CONTROL
 MK1987  ______________________________________________________________________
 MK1987* NAD 83(1995) POSITION- 41 12 19.58435(N) 096 02 24.99008(W)   ADJUSTED
 MK1987  ______________________________________________________________________
 MK1987  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 MK1987  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 MK1987  HORZ ORDER      -  THIRD
 MK1987
 MK1987.The horizontal coordinates were established by classical geodetic methods
 MK1987.and adjusted by the National Geodetic Survey in August 1997.
 MK1987
 MK1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1987.GEOID18 height accuracy estimate available here.
 MK1987
 MK1987.Click photographs - Photos may exist for this station.
 MK1987
 MK1987.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1987
 MK1987. The following values were computed from the NAD 83(1995) position.
 MK1987
 MK1987;                    North         East     Units Scale Factor Converg.
 MK1987;SPC NE       -   159,940.517   831,890.705   MT  0.99967227   +2 37 26.8
 MK1987;SPC NE       -   524,738.18  2,729,294.75   sFT  0.99967227   +2 37 26.8
 MK1987;UTM  14      - 4,565,787.637   748,157.681   MT  1.00035797   +1 57 02.7
 MK1987;UTM  15      - 4,566,020.833   245,087.778   MT  1.00039980   -2 00 14.0
 MK1987
 MK1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4815765787(NAD 83)
 MK1987
 MK1987                          SUPERSEDED SURVEY CONTROL
 MK1987
 MK1987  NAD 83(1986)-  41 12 19.59242(N)    096 02 24.98945(W) AD(       ) 3
 MK1987  NAD 27      -  41 12 19.60000(N)    096 02 23.93000(W) AD(       ) 3
 MK1987
 MK1987.Superseded values are not recommended for survey control.
 MK1987
 MK1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1987.See file dsdata.pdf to determine how the superseded data were derived.
 MK1987
 MK1987_MARKER: 52 = STANDPIPE TANK
 MK1987
 MK1987  HISTORY     - Date     Condition        Report By
 MK1987  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1987
 MK1987                          STATION DESCRIPTION
 MK1987
 MK1987'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0460 ***********************************************************************
 MN0460  DESIGNATION -  RAM
 MN0460  PID         -  MN0460
 MN0460  STATE/COUNTY-  NE/DEUEL
 MN0460  COUNTRY     -  US
 MN0460  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0460
 MN0460                         *CURRENT SURVEY CONTROL
 MN0460  ______________________________________________________________________
 MN0460* NAD 83(1995) POSITION- 41 03 45.51678(N) 102 31 27.45951(W)   ADJUSTED
 MN0460* NAVD 88 ORTHO HEIGHT -  1195.9   (meters)     3924.    (feet) VERTCON
 MN0460  ______________________________________________________________________
 MN0460  GEOID HEIGHT    -        -20.001 (meters)                     GEOID18
 MN0460  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 MN0460  HORZ ORDER      -  SECOND
 MN0460
 MN0460.The horizontal coordinates were established by classical geodetic methods
 MN0460.and adjusted by the National Geodetic Survey in August 1997.
 MN0460
 MN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0460
 MN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0460.GEOID18 height accuracy estimate available here.
 MN0460
 MN0460.Click photographs - Photos may exist for this station.
 MN0460
 MN0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0460
 MN0460. The following values were computed from the NAD 83(1995) position.
 MN0460
 MN0460;                    North         East     Units Scale Factor Converg.
 MN0460;SPC NE       -   139,581.920   287,915.505   MT  0.99968833   -1 40 22.2
 MN0460;SPC NE       -   457,945.02    944,602.79   sFT  0.99968833   -1 40 22.2
 MN0460;UTM  13      - 4,548,664.312   708,022.376   MT  1.00013262   +1 37 36.6
 MN0460
 MN0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0460!SPC NE       -   0.99981558  x   0.99968833  =   0.99950397
 MN0460!UTM  13      -   0.99981558  x   1.00013262  =   0.99994818
 MN0460
 MN0460:                Primary Azimuth Mark                     Grid Az
 MN0460:SPC NE       -  CHAPPELL                                 048 59 26.2
 MN0460:UTM  13      -  CHAPPELL                                 045 41 27.4
 MN0460
 MN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0802248664(NAD 83)
 MN0460
 MN0460|---------------------------------------------------------------------|
 MN0460| PID    Reference Object                     Distance      Geod. Az  |
 MN0460|                                                           dddmmss.s |
 MN0460| MN0441 CHAPPELL                            APPROX. 7.1 KM 0471904.0 |
 MN0460| CP8454 RAM RM 1                             29.488 METERS 10610     |
 MN0460| CP8455 RAM RM 2                             27.096 METERS 27842     |
 MN0460| CP8453 RAM AZ MK                                          2795410.6 |
 MN0460| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 9.1 KM 3055258.8 |
 MN0460|---------------------------------------------------------------------|
 MN0460
 MN0460                          SUPERSEDED SURVEY CONTROL
 MN0460
 MN0460  NAD 83(1993)-  41 03 45.51672(N)    102 31 27.45967(W) AD(       ) 2
 MN0460  NAD 83(1992)-  41 03 45.51541(N)    102 31 27.45986(W) AD(       ) 2
 MN0460  NAD 83(1986)-  41 03 45.51475(N)    102 31 27.45987(W) AD(       ) 2
 MN0460  NAD 27      -  41 03 45.55540(N)    102 31 25.77650(W) AD(       ) 2
 MN0460  NGVD 29 (07/19/86) 1195.4    (m)         3922.     (f) VERT ANG       
 MN0460
 MN0460.Superseded values are not recommended for survey control.
 MN0460
 MN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0460.See file dsdata.pdf to determine how the superseded data were derived.
 MN0460
 MN0460_MARKER: DS = TRIANGULATION STATION DISK
 MN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0460_STAMPING: RAM 19163
 MN0460_MARK LOGO: CGS
 MN0460_PROJECTION: RECESSED 46 CENTIMETERS
 MN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0460+STABILITY: SURFACE MOTION
 MN0460
 MN0460  HISTORY     - Date     Condition        Report By
 MN0460  HISTORY     - 1963     MONUMENTED       CGS
 MN0460  HISTORY     - 1972     SEE DESCRIPTION  USGS
 MN0460  HISTORY     - 1977     MARK NOT FOUND   NGS
 MN0460
 MN0460                          STATION DESCRIPTION
 MN0460
 MN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0460'THE STATION IS IN THE NORTH EDGE OF A CULTIVATED FIELD ABOUT
 MN0460'6 MILES EAST AND 6 MILES SOUTH OF LODGEPOLE, AND ABOUT 2-3/4
 MN0460'MILES WEST AND 2 MILES SOUTH OF CHAPPELL, ON PROPERTY OWNED BY MRS.
 MN0460'GEORGE THOMPSON WHO LIVES IN OSHKOSH.
 MN0460'
 MN0460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0460'385 IN CHAPPELL, GO SOUTH ON U.S. HIGHWAY 385 FOR 0.35 MILE
 MN0460'TO A FORK WHERE U.S. HIGHWAY 385 CURVES LEFT.  CONTINUE
 MN0460'STRAIGHT AHEAD, SOUTH, ON GRAVELED ROAD FOR 1.8 MILES TO A SIDE
 MN0460'ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 2.55
 MN0460'MILES TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 MN0460'TO REACH THE AZIMUTH MARK FROM HERE CONTINUE AHEAD, WEST ON
 MN0460'GRAVELED ROAD FOR 0.4 MILES TO A CROSSROAD, TURN RIGHT AND GO
 MN0460'NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 MN0460'THE RIGHT BESIDE A POWERLINE POLE.
 MN0460'
 MN0460'THE STATION IS A STANDARD DISK STAMPED RAM 1963, SET IN THE
 MN0460'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET 18 INCHES
 MN0460'BELOW THE GROUND.  IT IS 98 FEET NORTH-NORTHWEST OF A METAL
 MN0460'GRAIN BIN, 90 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH
 MN0460'SIGN, AND 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 MN0460'
 MN0460'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED RAM NO 1 1963,
 MN0460'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 MN0460'WITH THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTER OF A
 MN0460'GRAVELED ROAD, AND 1.2 FEET NORTH-NORTHWEST OF A METAL GRAIN
 MN0460'BIN.
 MN0460'
 MN0460'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED RAM NO 2
 MN0460'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS
 MN0460'FLUSH WITH THE GROUND.  IT IS 21 FEET SOUTH OF THE CENTER OF
 MN0460'A GRAVELED ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST WITH
 MN0460'SIGN.
 MN0460'
 MN0460'AZIMUTH MARK IS A STANDARD DISK STAMPED RAM 1963, SET IN THE TOP
 MN0460'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 MN0460'IT IS 33 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 1.3
 MN0460'FEET SOUTH OF A POWERLINE POLE.
 MN0460
 MN0460                          STATION RECOVERY (1972)
 MN0460
 MN0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KED)
 MN0460'A 30 IN. CONC. POST RESEMBLING A POURED BM WAS FOUND LYING
 MN0460'BY GRAIN BIN.
 MN0460'
 MN0460'TOP AND TABLET BROKEN OFF AND NOT FOUND.
 MN0460'
 MN0460'AZIMUTH MARK WAS FOUND LYING ON THE GROUND AT SITE.
 MN0460'
 MN0460'R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.
 MN0460
 MN0460                          STATION RECOVERY (1977)
 MN0460
 MN0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0460'THE STATION MARKS, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MN0460'SEARCHED FOR AND NOT FOUND.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 MN0460'CONDITION.  SEVERAL HOURS WERE SPENT DIGGING AND PRODDING FOR THE
 MN0460'STATION MARKS USING THE DISTANCE FROM REFERENCE MARK 1 AND THE
 MN0460'DIRECTION THE ARROW ON THE REFERENCE MARK 1 DISK WAS POINTING.
 MN0460'NO INTERSECTION STATIONS WERE VISIBLE FROM THE GROUND.  AN
 MN0460'ATTEMPT TO DRIVE TO TRIANGULATION STATION CHAPPELL WAS MADE
 MN0460'FOR CHECK IF LINE OF SIGHT TO THIS AREA WOULD BE VISIBLE AT TRIPOD
 MN0460'LEVEL, BUT GATE WAS LOCKED AND LAND POSTED AND PERMISSION COULD
 MN0460'NOT BE OBTAINED THIS DATE.
 MN0460'
 MN0460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES W AND
 MN0460'2.0 MILES S OF CHAPPELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0396 ***********************************************************************
 NO0396  DESIGNATION -  RANDALL
 NO0396  PID         -  NO0396
 NO0396  STATE/COUNTY-  NE/CHERRY
 NO0396  COUNTRY     -  US
 NO0396  USGS QUAD   -  ARABIA NW (2017)
 NO0396
 NO0396                         *CURRENT SURVEY CONTROL
 NO0396  ______________________________________________________________________
 NO0396* NAD 83(1995) POSITION- 42 37 42.13785(N) 100 24 28.79683(W)   ADJUSTED
 NO0396* NAVD 88 ORTHO HEIGHT -   890.    (meters)     2920.    (feet) SCALED
 NO0396  ______________________________________________________________________
 NO0396  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 NO0396  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 NO0396  HORZ ORDER      -  SECOND
 NO0396
 NO0396.The horizontal coordinates were established by classical geodetic methods
 NO0396.and adjusted by the National Geodetic Survey in August 1997.
 NO0396
 NO0396.The orthometric height was scaled from a topographic map.
 NO0396
 NO0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0396.GEOID18 height accuracy estimate available here.
 NO0396
 NO0396.Click photographs - Photos may exist for this station.
 NO0396
 NO0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0396
 NO0396. The following values were computed from the NAD 83(1995) position.
 NO0396
 NO0396;                    North         East     Units Scale Factor Converg.
 NO0396;SPC NE       -   310,419.555   466,536.677   MT  0.99985088   -0 16 13.4
 NO0396;SPC NE       - 1,018,434.82  1,530,629.08   sFT  0.99985088   -0 16 13.4
 NO0396;UTM  14      - 4,720,508.272   384,546.117   MT  0.99976399   -0 57 13.2
 NO0396
 NO0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0396!SPC NE       -   0.99986380  x   0.99985088  =   0.99971470
 NO0396!UTM  14      -   0.99986380  x   0.99976399  =   0.99962782
 NO0396
 NO0396:                Primary Azimuth Mark                     Grid Az
 NO0396:SPC NE       -  RANDALL AZ MK                            216 31 30.7
 NO0396:UTM  14      -  RANDALL AZ MK                            217 12 30.5
 NO0396
 NO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8454620508(NAD 83)
 NO0396
 NO0396|---------------------------------------------------------------------|
 NO0396| PID    Reference Object                     Distance      Geod. Az  |
 NO0396|                                                           dddmmss.s |
 NO0396| CO3542 RANDALL RM 1                         22.190 METERS 20543     |
 NO0396| CO3541 RANDALL AZ MK                                      2161517.3 |
 NO0396| CO3543 RANDALL RM 2                         18.273 METERS 32200     |
 NO0396|---------------------------------------------------------------------|
 NO0396
 NO0396                          SUPERSEDED SURVEY CONTROL
 NO0396
 NO0396  NAD 83(1986)-  42 37 42.14058(N)    100 24 28.80613(W) AD(       ) 2
 NO0396  NAD 27      -  42 37 42.12800(N)    100 24 27.33700(W) AD(       ) 2
 NO0396
 NO0396.Superseded values are not recommended for survey control.
 NO0396
 NO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0396.See file dsdata.pdf to determine how the superseded data were derived.
 NO0396
 NO0396_MARKER: DS = TRIANGULATION STATION DISK
 NO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0396_STAMPING: RANDALL 1949
 NO0396_MARK LOGO: CGS
 NO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0396+STABILITY: SURFACE MOTION
 NO0396
 NO0396  HISTORY     - Date     Condition        Report By
 NO0396  HISTORY     - 1949     MONUMENTED       CGS
 NO0396
 NO0396                          STATION DESCRIPTION
 NO0396
 NO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0396'THE STATION IS LOCATED ABOUT 9 MILES WEST AND 1/2 MILE SOUTH
 NO0396'OF WOOD LAKE, ABOUT 3/4 MILE SOUTHEAST FROM THE A.L. RANDALL
 NO0396'RANCH HOME AND IS ON THE HIGHEST POINT OF A RIDGE EXTENDING
 NO0396'EAST AND WEST.  IT IS SET 1-1/2 FEET SOUTHWEST OF A WITNESS
 NO0396'POST.  IT PROJECTS 2 INCHES AND IS STAMPED RANDALL 1949.
 NO0396'
 NO0396'REFERENCE MARK NO. 1 IS 18 INCHES LOWER THAN THE STATION.  IT
 NO0396'PROJECTS 2 INCHES AND IS STAMPED RANDALL NO 1 1949.
 NO0396'
 NO0396'REFERENCE MARK NO. 2 IS 18 INCHES LOWER THAN THE STATION.  IT
 NO0396'PROJECTS 4 INCHES AND IS STAMPED RANDALL NO 2 1949.
 NO0396'
 NO0396'THE DISTANCE BETWEEN THE REFERENCE MARKS, NO. 1 AND NO. 2 IS
 NO0396'113.3 FEET.
 NO0396'
 NO0396'THE AZIMUTH MARK IS SET IN A FENCE LINE, 8-1/2 FEET NORTH FROM
 NO0396'THE CENTER OF A CATTLE GUARD AND 1-1/2 FEET NORTH OF A WITNESS
 NO0396'POST.  IT PROJECTS 4 INCHES AND IS STAMPED RANDALL 1949.
 NO0396'
 NO0396'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0396'AND 83, 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO WESTERLY
 NO0396'AND SOUTH ON U.S. HIGHWAY 83 FOR 11.7 MILES TO A MACADAM ROAD
 NO0396'ON THE RIGHT, CONTINUE ON HIGHWAY 83 FOR 1.65 MILES TO A RANCH
 NO0396'ROAD ON THE LEFT AND SIGN ROLLING STONE RANCH, TURN LEFT AND
 NO0396'FOLLOW MAIN TRAVELED ROAD EASTERLY FOR 5.3 MILES TO THE ROLLING
 NO0396'STONE RANCH, CONTINUE ON ROAD IN FRONT OF THE RANCH HOME FOR
 NO0396'0.15 MILE TO A CATTLE GUARD WEST OF A SHED, CROSS CATTLE GUARD
 NO0396'AND CONTINUE EASTERLY ON A TRACK ROAD FOR 0.7 MILE TO A
 NO0396'CATTLE GUARD AND MAIL BOX WITH THE LETTERS SPRING VALLEY
 NO0396'RANCH, CROSS CATTLE GUARD AND CONTINUE ON MAIN TRAVELED ROAD
 NO0396'FOR 1.5 MILES TO SECOND CATTLE GUARD AND THE AZIMUTH MARK ON
 NO0396'THE LEFT AS DESCRIBED, CROSS CATTLE GUARD AND CONTINUE 0.15 MILE.
 NO0396'THENCE TURN LEFT (LEAVING TRACK ROAD) AND GO
 NO0396'NORTHEASTERLY, PASSING TO THE RIGHT OF A WINDMILL, FOR 0.9
 NO0396'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION AS
 NO0396'DESCRIBED.
 NO0396'
 NO0396'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1911 ***********************************************************************
 MK1911  DESIGNATION -  RANGE
 MK1911  PID         -  MK1911
 MK1911  STATE/COUNTY-  NE/MERRICK
 MK1911  COUNTRY     -  US
 MK1911  USGS QUAD   -  SILVER CREEK (2017)
 MK1911
 MK1911                         *CURRENT SURVEY CONTROL
 MK1911  ______________________________________________________________________
 MK1911* NAD 83(1995) POSITION- 41 21 28.88470(N) 097 40 31.63084(W)   ADJUSTED
 MK1911* NAVD 88 ORTHO HEIGHT -   482.    (meters)     1581.    (feet) SCALED
 MK1911  ______________________________________________________________________
 MK1911  GEOID HEIGHT    -        -25.263 (meters)                     GEOID18
 MK1911  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 MK1911  HORZ ORDER      -  THIRD
 MK1911
 MK1911.The horizontal coordinates were established by classical geodetic methods
 MK1911.and adjusted by the National Geodetic Survey in August 1997.
 MK1911
 MK1911.The orthometric height was scaled from a topographic map.
 MK1911
 MK1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1911.GEOID18 height accuracy estimate available here.
 MK1911
 MK1911.Click photographs - Photos may exist for this station.
 MK1911
 MK1911.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1911
 MK1911. The following values were computed from the NAD 83(1995) position.
 MK1911
 MK1911;                    North         East     Units Scale Factor Converg.
 MK1911;SPC NE       -   171,893.038   694,424.883   MT  0.99966191   +1 32 25.7
 MK1911;SPC NE       -   563,952.41  2,278,292.30   sFT  0.99966191   +1 32 25.7
 MK1911;UTM  14      - 4,579,348.586   610,792.739   MT  0.99975106   +0 52 31.1
 MK1911
 MK1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1911!SPC NE       -   0.99992833  x   0.99966191  =   0.99959027
 MK1911!UTM  14      -   0.99992833  x   0.99975106  =   0.99967941
 MK1911
 MK1911:                Primary Azimuth Mark                     Grid Az
 MK1911:SPC NE       -  RANGE AZ MK                              177 30 16.7
 MK1911:UTM  14      -  RANGE AZ MK                              178 10 11.3
 MK1911
 MK1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1079279348(NAD 83)
 MK1911
 MK1911|---------------------------------------------------------------------|
 MK1911| PID    Reference Object                     Distance      Geod. Az  |
 MK1911|                                                           dddmmss.s |
 MK1911| CN9542 RANGE RM 1                           24.795 METERS 02235     |
 MK1911| CN9543 RANGE RM 2                           23.729 METERS 15648     |
 MK1911| CN9541 RANGE AZ MK                                        1790242.4 |
 MK1911|---------------------------------------------------------------------|
 MK1911
 MK1911                          SUPERSEDED SURVEY CONTROL
 MK1911
 MK1911  NAD 83(1986)-  41 21 28.89359(N)    097 40 31.63596(W) AD(       ) 3
 MK1911  NAD 27      -  41 21 28.84200(N)    097 40 30.45300(W) AD(       ) 3
 MK1911
 MK1911.Superseded values are not recommended for survey control.
 MK1911
 MK1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1911.See file dsdata.pdf to determine how the superseded data were derived.
 MK1911
 MK1911_MARKER: DS = TRIANGULATION STATION DISK
 MK1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1911_STAMPING: RANGE 1950
 MK1911_MARK LOGO: CGS
 MK1911_PROJECTION: FLUSH
 MK1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1911+STABILITY: SURFACE MOTION
 MK1911
 MK1911  HISTORY     - Date     Condition        Report By
 MK1911  HISTORY     - 1950     MONUMENTED       CGS
 MK1911
 MK1911                          STATION DESCRIPTION
 MK1911
 MK1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1911'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF GENOA
 MK1911'AND ABOUT 3 MILES NORTH OF THE SMALL TOWN OF SILVER CREEK ON
 MK1911'A SANDY KNOLL.  IT IS 33 FEET EAST OF A RIGHT-OF-WAY FENCELINE,
 MK1911'33 FEET WEST OF A RIGHT-OF-WAY FENCELINE, 18 FEET WEST OF THE
 MK1911'CENTERLINE OF A TRACK ROAD AND 7 FEET EAST SOUTHEAST OF A WHITE
 MK1911'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 MK1911'DISK IS STAMPED RANGE 1950.
 MK1911'
 MK1911'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTERLINE OF A
 MK1911'TRACK ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 MK1911'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RANGE
 MK1911'NO 1 1950.
 MK1911'
 MK1911'REFERENCE MARK NO. 2 IS 14 FEET EAST OF THE CENTERLINE OF A
 MK1911'TRACK ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.
 MK1911'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RANGE
 MK1911'NO 2 1950.
 MK1911'
 MK1911'AZIMUTH MARK IS 63 FEET EAST OF A RIGHT-OF-WAY FENCELINE,
 MK1911'2.5 FEET NORTH NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 MK1911'WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 MK1911'6 INCHES AND THE DISK IS STAMPED RANGE 1950.
 MK1911'
 MK1911'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SMALL
 MK1911'TOWN OF SILVER CREEK, GO WEST ON STATE ROUTE 39, WHICH GOES
 MK1911'WEST NORTH AND WEST FOR 1.05 MILES TO A CROSSROADS.
 MK1911'TURN RIGHT (NORTH) AND GO 0.95 MILE TO WHERE MAIN ROAD TURNS
 MK1911'LEFT.  CONTINUE NORTH ON TRACK ROAD FOR 1.2 MILES TO THE
 MK1911'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.3
 MK1911'MILE TO TOP OF A SANDY KNOLL AND STATION MARK ON RIGHT SIDE
 MK1911'OF ROAD AS DESCRIBED.
 MK1911'
 MK1911'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0465 ***********************************************************************
 MN0465  DESIGNATION -  RANKIN
 MN0465  PID         -  MN0465
 MN0465  STATE/COUNTY-  NE/CHEYENNE
 MN0465  COUNTRY     -  US
 MN0465  USGS QUAD   -  LODGEPOLE SW (2017)
 MN0465
 MN0465                         *CURRENT SURVEY CONTROL
 MN0465  ______________________________________________________________________
 MN0465* NAD 83(1995) POSITION- 41 03 44.74753(N) 102 38 50.59765(W)   ADJUSTED
 MN0465* NAVD 88 ORTHO HEIGHT -  1251.    (meters)     4104.    (feet) SCALED
 MN0465  ______________________________________________________________________
 MN0465  GEOID HEIGHT    -        -19.887 (meters)                     GEOID18
 MN0465  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 MN0465  HORZ ORDER      -  SECOND
 MN0465
 MN0465.The horizontal coordinates were established by classical geodetic methods
 MN0465.and adjusted by the National Geodetic Survey in August 1997.
 MN0465
 MN0465.The orthometric height was scaled from a topographic map.
 MN0465
 MN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0465.GEOID18 height accuracy estimate available here.
 MN0465
 MN0465.Click photographs - Photos may exist for this station.
 MN0465
 MN0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0465
 MN0465. The following values were computed from the NAD 83(1995) position.
 MN0465
 MN0465;                    North         East     Units Scale Factor Converg.
 MN0465;SPC NE       -   139,867.520   277,575.912   MT  0.99968836   -1 45 15.9
 MN0465;SPC NE       -   458,882.02    910,680.30   sFT  0.99968836   -1 45 15.9
 MN0465;UTM  13      - 4,548,354.122   697,679.162   MT  1.00008097   +1 32 45.2
 MN0465
 MN0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0465!SPC NE       -   0.99980700  x   0.99968836  =   0.99949542
 MN0465!UTM  13      -   0.99980700  x   1.00008097  =   0.99988795
 MN0465
 MN0465:                Primary Azimuth Mark                     Grid Az
 MN0465:SPC NE       -  RANKIN AZ MK                             090 48 49.8
 MN0465:UTM  13      -  RANKIN AZ MK                             087 30 48.7
 MN0465
 MN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9767948354(NAD 83)
 MN0465
 MN0465|---------------------------------------------------------------------|
 MN0465| PID    Reference Object                     Distance      Geod. Az  |
 MN0465|                                                           dddmmss.s |
 MN0465| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX.10.1 KM 0032413.0 |
 MN0465| MN0471 AIRPORT BCN LODGEPOLE MUN APT       APPROX. 9.6 KM 0064901.7 |
 MN0465| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 6.1 KM 0285859.2 |
 MN0465| CP8466 RANKIN RM 1                          26.193 METERS 06924     |
 MN0465| CP8465 RANKIN AZ MK                                       0890333.9 |
 MN0465| CP8467 RANKIN RM 2                          26.638 METERS 28949     |
 MN0465|---------------------------------------------------------------------|
 MN0465
 MN0465                          SUPERSEDED SURVEY CONTROL
 MN0465
 MN0465  NAD 83(1993)-  41 03 44.74753(N)    102 38 50.59778(W) AD(       ) 2
 MN0465  NAD 83(1992)-  41 03 44.74531(N)    102 38 50.59800(W) AD(       ) 2
 MN0465  NAD 83(1986)-  41 03 44.74461(N)    102 38 50.59823(W) AD(       ) 2
 MN0465  NAD 27      -  41 03 44.78770(N)    102 38 48.90600(W) AD(       ) 2
 MN0465
 MN0465.Superseded values are not recommended for survey control.
 MN0465
 MN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0465.See file dsdata.pdf to determine how the superseded data were derived.
 MN0465
 MN0465_MARKER: DS = TRIANGULATION STATION DISK
 MN0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0465_STAMPING: RANKIN 1963
 MN0465_MARK LOGO: CGS
 MN0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0465+STABILITY: SURFACE MOTION
 MN0465
 MN0465  HISTORY     - Date     Condition        Report By
 MN0465  HISTORY     - 1963     MONUMENTED       CGS
 MN0465
 MN0465                          STATION DESCRIPTION
 MN0465
 MN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0465'THE STATION IS LOCATED 9-3/4 MILES WEST-SOUTHWEST OF CHAPPELL,
 MN0465'8-1/2 MILES NORTH OF THE NORTH END OF JULESBURG RESERVOIR,
 MN0465'LOCALLY KNOWN AS LAKE JUMBO, AND 6-1/4 MILES SOUTH OF LODGEPOLE.
 MN0465'IT IS ON AN UNCULTIVATED PIECE OF LAND, ON A FLAT-TOPPED
 MN0465'HILL, ON THE SOUTH SIDE OF A SECTION LINE ROAD.
 MN0465'
 MN0465'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE GO
 MN0465'EAST ON U.S. HIGHWAY 30 FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.
 MN0465'TURN RIGHT, CROSS RAILROAD TRACKS, AND GO SOUTH ON GRADED,
 MN0465'GRAVELED ROAD 6.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 MN0465'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 MN0465'0.4 MILE TO THE STATION ON THE LEFT.
 MN0465'
 MN0465'THE STATION MARK IS A STANDARD DISK STAMPED RANKIN 1963
 MN0465'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1
 MN0465'INCH ABOVE GROUND.  IT IS 30.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MN0465'FENCE.
 MN0465'
 MN0465'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RANKIN
 MN0465'NO. 1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0465'PROJECTING 1 INCH ABOVE GROUND.  IT IS 1.1 FEET SOUTH OF THE
 MN0465'SOUTH RIGHT-OF-WAY FENCE, AND AT THE SAME ELEVATION AS THE
 MN0465'STATION.
 MN0465'
 MN0465'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RANKIN
 MN0465'NO. 2 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0465'PROJECTING 1 INCH ABOVE GROUND.  IT IS 1.7 FEET SOUTHWEST OF
 MN0465'A METAL WITNESS POST, 1.2 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MN0465'FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 MN0465'
 MN0465'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RANKIN 1963
 MN0465'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0465'1 INCH ABOVE GROUND.  IT IS IN THE SOUTH RIGHT-OF-WAY FENCE
 MN0465'LINE, 31.0 FEET SOUTH OF THE CENTER OF THE SECTION LINE ROAD,
 MN0465'AND 1.4 FEET SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0928 ***********************************************************************
 NM0928  DESIGNATION -  RASMUSSEN AZ MK
 NM0928  PID         -  NM0928
 NM0928  STATE/COUNTY-  NE/DIXON
 NM0928  COUNTRY     -  US
 NM0928  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0928
 NM0928                         *CURRENT SURVEY CONTROL
 NM0928  ______________________________________________________________________
 NM0928* NAD 83(1986) POSITION- 42 31 32.     (N) 096 59 45.     (W)   SCALED
 NM0928* NAVD 88 ORTHO HEIGHT -   486.823 (meters)     1597.19  (feet) ADJUSTED
 NM0928  ______________________________________________________________________
 NM0928  GEOID HEIGHT    -        -25.211 (meters)                     GEOID18
 NM0928  DYNAMIC HEIGHT  -        486.663 (meters)     1596.66  (feet) COMP
 NM0928  MODELED GRAVITY -    980,277.0   (mgal)                       NAVD 88
 NM0928
 NM0928  VERT ORDER      -  SECOND    CLASS 0
 NM0928
 NM0928.The horizontal coordinates were scaled from a map and have
 NM0928.an estimated accuracy of +/- 6 seconds.
 NM0928
 NM0928.The orthometric height was determined by differential leveling and
 NM0928.adjusted by the NATIONAL GEODETIC SURVEY
 NM0928.in June 1991.
 NM0928
 NM0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0928.GEOID18 height accuracy estimate available here.
 NM0928
 NM0928.Click photographs - Photos may exist for this station.
 NM0928
 NM0928.The dynamic height is computed by dividing the NAVD 88
 NM0928.geopotential number by the normal gravity value computed on the
 NM0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0928.degrees latitude (g = 980.6199 gals.).
 NM0928
 NM0928.The modeled gravity was interpolated from observed gravity values.
 NM0928
 NM0928;                    North         East    Units  Estimated Accuracy
 NM0928;SPC NE       -   303,210.      746,740.      MT  (+/- 180 meters Scaled)
 NM0928
 NM0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646100(NAD 83)
 NM0928
 NM0928                          SUPERSEDED SURVEY CONTROL
 NM0928
 NM0928  NGVD 29 (??/??/92)  486.628  (m)         1596.55   (f) ADJ UNCH    2 0
 NM0928
 NM0928.Superseded values are not recommended for survey control.
 NM0928
 NM0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0928.See file dsdata.pdf to determine how the superseded data were derived.
 NM0928
 NM0928_MARKER: DZ = AZIMUTH MARK DISK
 NM0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0928_STAMPING: RASMUSSEN 1935
 NM0928_MARK LOGO: CGS
 NM0928_PROJECTION: FLUSH
 NM0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0928+STABILITY: SURFACE MOTION
 NM0928
 NM0928  HISTORY     - Date     Condition        Report By
 NM0928  HISTORY     - 1935     MONUMENTED       CGS
 NM0928  HISTORY     - 1949     GOOD             CGS
 NM0928
 NM0928                          STATION DESCRIPTION
 NM0928
 NM0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0928'7.8 MI N FROM DIXON.
 NM0928'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON, AND
 NM0928'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0928'STATE HIGHWAY 116, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT
 NM0928'ROAD, 260 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0928'26 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8.0 FEET
 NM0928'WEST OF THE RIGHT-OF-WAY FENCE, 3.0 FEET SOUTH OF A REFERENCE POST,
 NM0928'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NM0928'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0925 ***********************************************************************
 NM0925  DESIGNATION -  RASMUSSEN RESET
 NM0925  PID         -  NM0925
 NM0925  STATE/COUNTY-  NE/DIXON
 NM0925  COUNTRY     -  US
 NM0925  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0925
 NM0925                         *CURRENT SURVEY CONTROL
 NM0925  ______________________________________________________________________
 NM0925* NAD 83(1995) POSITION- 42 34 06.95274(N) 096 59 53.87339(W)   ADJUSTED
 NM0925* NAVD 88 ORTHO HEIGHT -   494.38  (meters)     1622.0   (feet) RESET
 NM0925  ______________________________________________________________________
 NM0925  GEOID HEIGHT    -        -25.292 (meters)                     GEOID18
 NM0925  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 NM0925  HORZ ORDER      -  FIRST
 NM0925  VERT ORDER      -  THIRD
 NM0925
 NM0925.The horizontal coordinates were established by classical geodetic methods
 NM0925.and adjusted by the National Geodetic Survey in August 1997.
 NM0925
 NM0925.The orthometric height was computed from unverified reset data.
 NM0925
 NM0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0925.GEOID18 height accuracy estimate available here.
 NM0925
 NM0925.Click photographs - Photos may exist for this station.
 NM0925
 NM0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0925
 NM0925. The following values were computed from the NAD 83(1995) position.
 NM0925
 NM0925;                    North         East     Units Scale Factor Converg.
 NM0925;SPC NE       -   307,979.024   746,375.860   MT  0.99983089   +1 59 21.2
 NM0925;SPC NE       - 1,010,427.85  2,448,734.80   sFT  0.99983089   +1 59 21.2
 NM0925;UTM  14      - 4,714,851.991   664,295.091   MT  0.99993211   +1 21 15.8
 NM0925
 NM0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0925!SPC NE       -   0.99992644  x   0.99983089  =   0.99975734
 NM0925!UTM  14      -   0.99992644  x   0.99993211  =   0.99985855
 NM0925
 NM0925:                Primary Azimuth Mark                     Grid Az
 NM0925:SPC NE       -  RASMUSSEN AZ MK 2                        086 22 37.1
 NM0925:UTM  14      -  RASMUSSEN AZ MK 2                        087 00 42.5
 NM0925
 NM0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6429514851(NAD 83)
 NM0925
 NM0925|---------------------------------------------------------------------|
 NM0925| PID    Reference Object                     Distance      Geod. Az  |
 NM0925|                                                           dddmmss.s |
 NM0925| NM0922 RASMUSSEN RM 1                       66.355 METERS 07637     |
 NM0925| CO3549 RASMUSSEN AZ MK 2                                  0882158.3 |
 NM0925| CO3550 RASMUSSEN RM 3                       22.648 METERS 09515     |
 NM0925| NM1735 ALLEN TANK                          APPROX.21.0 KM 1432505.6 |
 NM0925| NM0928 RASMUSSEN AZ MK                                    1773725.5 |
 NM0925| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.18.7 KM 2475620.0 |
 NM0925| NM0923 RASMUSSEN RM 2                       67.260 METERS 28217     |
 NM0925| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.23.4 KM 2841918.6 |
 NM0925| NM1517 RASMUSSEN RM A                       39.415 METERS 29517     |
 NM0925| CO3551 RASMUSSEN RM 4                       19.362 METERS 33230     |
 NM0925|---------------------------------------------------------------------|
 NM0925
 NM0925                          SUPERSEDED SURVEY CONTROL
 NM0925
 NM0925  NAD 83(1986)-  42 34 06.95808(N)    096 59 53.86639(W) AD(       ) 1
 NM0925  NAD 27      -  42 34 06.96100(N)    096 59 52.70400(W) AD(       ) 1
 NM0925  NGVD 29 (??/??/??)  494.18   (m)         1621.3    (f) RESET       3  
 NM0925
 NM0925.Superseded values are not recommended for survey control.
 NM0925
 NM0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0925.See file dsdata.pdf to determine how the superseded data were derived.
 NM0925
 NM0925_MARKER: DS = TRIANGULATION STATION DISK
 NM0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0925_STAMPING: RASMUSSEN 1935 1966
 NM0925_MARK LOGO: CGS
 NM0925_PROJECTION: RECESSED 30 CENTIMETERS
 NM0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0925+STABILITY: SURFACE MOTION
 NM0925
 NM0925  HISTORY     - Date     Condition        Report By
 NM0925  HISTORY     - 1966     MONUMENTED       CGS
 NM0925  HISTORY     - 1966     GOOD             CGS
 NM0925
 NM0925                          STATION DESCRIPTION
 NM0925
 NM0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM0925'THE STATION IS LOCATED ABOUT 15 MILES WEST OF PONCA, ABOUT 11 MILES
 NM0925'NORTHEAST OF LAUREL, ABOUT 11 MILES NORTH OF DIXON AND 9 MILES
 NM0925'SOUTHWEST OF NEWCASTLE.
 NM0925'
 NM0925'THE STATION MARK IS IN THE NE 1/4 OF SEC. 19, T 30 N, R 4 E AND ON
 NM0925'ROAD RIGHT-OF-WAY.  IT IS 26-1/2 FEET SOUTH OF THE APPROXIMATE CENTER
 NM0925'OF GRAVELED ROAD AND IN THE DITCH, 5-1/2 FEET NORTH OF FENCELINE AND
 NM0925'4.4 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.  STATION IS
 NM0925'MARKED BY A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF AN
 NM0925'18 INCH CONCRETE CYLINDER MONUMENT THAT IS 12 INCHES BELOW THE SURFACE
 NM0925'OF THE BOTTOM OF THE DITCH.  THE DISK IS STAMPED RASMUSSEN 1935 1966.
 NM0925'
 NM0925'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NM0925'HIGHWAY 116 WHICH IS 4 MILES NORTH OF THE VILLAGE OF DIXON, GO NORTH
 NM0925'ON A WELL TRAVELED GRAVELED ROAD FOR 7.0 MILES TO A CROSSROADS.  (TURN
 NM0925'RIGHT AND GO EAST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH
 NM0925'SIDE OF ROAD AS DESCRIBED).  TURN LEFT AND GO WEST FOR 0.1 MILE ON A
 NM0925'GRAVELED ROAD TO THE TOP OF HILL AND STATION ON THE LEFT AS DESCRIBED.
 NM0925'
 NM0925'AZIMUTH MARK 2 IS 31 FEET NORTH OF THE APPROXIMATE CENTER OF GRAVEL
 NM0925'ROAD, 6 FEET NORTHWEST OF A POWERLINE POLE, 3.5 FEET WEST OF A METAL
 NM0925'WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY A STANDARD AZIMUTH
 NM0925'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 NM0925'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 NM0925'STAMPED RASMUSSEN AZI. 2 1935 1966.
 NM0925'
 NM0925'REFERENCE MARK NO. 3 IS 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 NM0925'GRAVEL ROAD AND 1-1/2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 NM0925'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE
 NM0925'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 NM0925'DISK IS STAMPED RASMUSSEN NO. 3 1935 1966.
 NM0925'
 NM0925'REFERENCE MARK NO. 4 IS 30 FEET NORTH OF THE APPROXIMATE CENTER OF
 NM0925'GRAVEL ROAD, 4 FEET EAST OF GATE POST, 3 FEET EAST OF TELEPHONE POLE
 NM0925'AND 1 FOOT SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE
 NM0925'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 NM0925'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 NM0925'RASMUSSEN NO. 4 1935 1966.
 NM0925'
 NM0925'A NEW ELEVATION WAS ESTABLISHED ON THE SURFACE STATION MARK NOW BEING
 NM0925'494.181 METERS.
 NM0925'
 NM0925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 NM0925'SOUTHWEST OF NEWCASTLE.
 NM0925
 NM0925                          STATION RECOVERY (1966)
 NM0925
 NM0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0925'10.8 MI N FROM DIXON.
 NM0925'ABOUT 0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0925'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH
 NM0925'ALONG STATE HIGHWAY 116, THENCE 7 MILES NORTH ALONG A GRADED
 NM0925'DIRT ROAD, THENCE 0.1 MILE WEST ALONG A GRADED DIRT ROAD, 41
 NM0925'FEET EAST OF A SMALL MULBERRY TREE, 24 FEET SOUTH OF AN EAST-WEST
 NM0925'ROAD, 1.0 FOOT SOUTH OF A RIGHT-OF-WAY FENCE, 3 FEET EAST OF A
 NM0925'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1517 ***********************************************************************
 NM1517  DESIGNATION -  RASMUSSEN RM A
 NM1517  PID         -  NM1517
 NM1517  STATE/COUNTY-  NE/DIXON
 NM1517  COUNTRY     -  US
 NM1517  USGS QUAD   -  MARTINSBURG SW (2017)
 NM1517
 NM1517                         *CURRENT SURVEY CONTROL
 NM1517  ______________________________________________________________________
 NM1517* NAD 83(1995) POSITION- 42 34 07.49831(N) 096 59 55.43596(W)   ADJUSTED
 NM1517* NAVD 88 ORTHO HEIGHT -   493.53  (+/-2cm)     1619.2   (feet) VERTCON
 NM1517  ______________________________________________________________________
 NM1517  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 NM1517  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 NM1517  HORZ ORDER      -  FIRST
 NM1517  VERT ORDER      -  THIRD ? (See Below)
 NM1517
 NM1517.The horizontal coordinates were established by classical geodetic methods
 NM1517.and adjusted by the National Geodetic Survey in August 1997.
 NM1517
 NM1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1517
 NM1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1517.GEOID18 height accuracy estimate available here.
 NM1517
 NM1517.The vertical order pertains to the NGVD 29 superseded value.
 NM1517
 NM1517.Click photographs - Photos may exist for this station.
 NM1517
 NM1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1517
 NM1517. The following values were computed from the NAD 83(1995) position.
 NM1517
 NM1517;                    North         East     Units Scale Factor Converg.
 NM1517;SPC NE       -   307,994.609   746,339.664   MT  0.99983094   +1 59 20.2
 NM1517;SPC NE       - 1,010,478.98  2,448,616.05   sFT  0.99983094   +1 59 20.2
 NM1517;UTM  14      - 4,714,867.977   664,259.067   MT  0.99993196   +1 21 14.8
 NM1517
 NM1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1517!SPC NE       -   0.99992657  x   0.99983094  =   0.99975752
 NM1517!UTM  14      -   0.99992657  x   0.99993196  =   0.99985854
 NM1517
 NM1517:                Primary Azimuth Mark                     Grid Az
 NM1517:SPC NE       -  BRANDT                                   036 56 01.8
 NM1517:UTM  14      -  BRANDT                                   037 34 07.2
 NM1517
 NM1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6425914867(NAD 83)
 NM1517
 NM1517|---------------------------------------------------------------------|
 NM1517| PID    Reference Object                     Distance      Geod. Az  |
 NM1517|                                                           dddmmss.s |
 NM1517| NM1743 BRANDT                              APPROX.17.0 KM 0385522.0 |
 NM1517| NM0925 RASMUSSEN RESET                      39.417 METERS 11517     |
 NM1517|---------------------------------------------------------------------|
 NM1517
 NM1517                          SUPERSEDED SURVEY CONTROL
 NM1517
 NM1517  NAD 83(1986)-  42 34 07.50368(N)    096 59 55.42905(W) AD(       ) 1
 NM1517  NAD 27      -  42 34 07.50660(N)    096 59 54.26651(W) AD(       ) 1
 NM1517  NGVD 29             493.33   (m)         1618.5    (f) LEVELING    3  
 NM1517
 NM1517.Superseded values are not recommended for survey control.
 NM1517
 NM1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1517.See file dsdata.pdf to determine how the superseded data were derived.
 NM1517
 NM1517_MARKER: DS = TRIANGULATION STATION DISK
 NM1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1517_STAMPING: RASMUSSEN RM A 1966
 NM1517_MARK LOGO: CGS
 NM1517_PROJECTION: RECESSED 5 CENTIMETERS
 NM1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1517+STABILITY: SURFACE MOTION
 NM1517
 NM1517  HISTORY     - Date     Condition        Report By
 NM1517  HISTORY     - 1966     MONUMENTED       CGS
 NM1517
 NM1517                          STATION DESCRIPTION
 NM1517
 NM1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1517'STATION IS ON HIGHWAY RIGHT-OF-WAY, NORTHWEST AND ACROSS ROAD FROM
 NM1517'TRIANGULATION STATION RASMUSSEN 1935.
 NM1517'
 NM1517'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 NM1517'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 NM1517'SURFACE OF THE GROUND AND IS STAMPED RASMUSSEN RM A 1966.  IT IS
 NM1517'84.4 FEET WEST OF A TELEPHONE POLE WHICH IS ON EAST SIDE OF GATE
 NM1517'TO A FIELD, 30 FEET NORTH OF CENTER OF ROAD, 2.7 FEET
 NM1517'EAST-SOUTHEAST OF A METAL WITNESS POST AND 1.0 FOOT SOUTH OF A
 NM1517'FENCELINE.  MARK IS IN A DITCH ABOUT 4 FEET LOWER THAN THE ROAD.
 NM1517'
 NM1517'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RASMUSSEN
 NM1517'1935, DISTANCE BEING SHOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0267 ***********************************************************************
 LG0267  DESIGNATION -  RATTLE
 LG0267  PID         -  LG0267
 LG0267  STATE/COUNTY-  NE/GAGE
 LG0267  COUNTRY     -  US
 LG0267  USGS QUAD   -  ODELL NE (2017)
 LG0267
 LG0267                         *CURRENT SURVEY CONTROL
 LG0267  ______________________________________________________________________
 LG0267* NAD 83(1995) POSITION- 40 13 40.78119(N) 096 48 47.21952(W)   ADJUSTED
 LG0267* NAVD 88 ORTHO HEIGHT -   430.964 (meters)     1413.92  (feet) ADJUSTED
 LG0267  ______________________________________________________________________
 LG0267  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 LG0267  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 LG0267  DYNAMIC HEIGHT  -        430.729 (meters)     1413.15  (feet) COMP
 LG0267  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0267
 LG0267  HORZ ORDER      -  SECOND
 LG0267  VERT ORDER      -  SECOND    CLASS 0
 LG0267
 LG0267.The horizontal coordinates were established by classical geodetic methods
 LG0267.and adjusted by the National Geodetic Survey in August 1997.
 LG0267
 LG0267.The orthometric height was determined by differential leveling and
 LG0267.adjusted by the NATIONAL GEODETIC SURVEY
 LG0267.in June 1991.
 LG0267
 LG0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0267.GEOID18 height accuracy estimate available here.
 LG0267
 LG0267.Click photographs - Photos may exist for this station.
 LG0267
 LG0267.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0267
 LG0267.The dynamic height is computed by dividing the NAVD 88
 LG0267.geopotential number by the normal gravity value computed on the
 LG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0267.degrees latitude (g = 980.6199 gals.).
 LG0267
 LG0267.The modeled gravity was interpolated from observed gravity values.
 LG0267
 LG0267. The following values were computed from the NAD 83(1995) position.
 LG0267
 LG0267;                    North         East     Units Scale Factor Converg.
 LG0267;SPC NE       -    48,818.623   771,145.759   MT  0.99990471   +2 06 43.0
 LG0267;SPC NE       -   160,165.77  2,530,000.71   sFT  0.99990471   +2 06 43.0
 LG0267;UTM  14      - 4,455,356.693   686,056.977   MT  1.00002615   +1 24 45.9
 LG0267
 LG0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0267!SPC NE       -   0.99993665  x   0.99990471  =   0.99984136
 LG0267!UTM  14      -   0.99993665  x   1.00002615  =   0.99996279
 LG0267
 LG0267:                Primary Azimuth Mark                     Grid Az
 LG0267:SPC NE       -  SICILY                                   130 31 14.3
 LG0267:UTM  14      -  SICILY                                   131 13 11.4
 LG0267
 LG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8605655356(NAD 83)
 LG0267
 LG0267|---------------------------------------------------------------------|
 LG0267| PID    Reference Object                     Distance      Geod. Az  |
 LG0267|                                                           dddmmss.s |
 LG0267| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 2.8 KM 0340906.2 |
 LG0267| LG1072 SICILY                              APPROX. 3.8 KM 1323757.3 |
 LG0267| LG0266 RATTLE RM 1                          18.803 METERS 18703     |
 LG0267| LG0265 RATTLE AZ MK                        APPROX. 1.3 KM 2185033.8 |
 LG0267| LG0268 RATTLE RM 2                          17.383 METERS 35214     |
 LG0267|---------------------------------------------------------------------|
 LG0267
 LG0267                          SUPERSEDED SURVEY CONTROL
 LG0267
 LG0267  NAD 83(1986)-  40 13 40.78945(N)    096 48 47.21720(W) AD(       ) 2
 LG0267  NGVD 29 (??/??/92)  430.835  (m)         1413.50   (f) ADJ UNCH    2 0
 LG0267
 LG0267.Superseded values are not recommended for survey control.
 LG0267
 LG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0267.See file dsdata.pdf to determine how the superseded data were derived.
 LG0267
 LG0267_MARKER: DD = SURVEY DISK
 LG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0267_STAMPING: RATTLE 1961
 LG0267_MARK LOGO: USACE
 LG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0267+STABILITY: SURFACE MOTION
 LG0267
 LG0267  HISTORY     - Date     Condition        Report By
 LG0267  HISTORY     - 1961     MONUMENTED       USACE
 LG0267  HISTORY     - 20200227 MARK NOT FOUND   NEGS
 LG0267
 LG0267                          STATION DESCRIPTION
 LG0267
 LG0267'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1961
 LG0267'4 MI NE FROM ELLIS.
 LG0267'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0267'FROM THE RAILROAD STATION IN ELLIS, THEN 0.65 MILE NORTH ALONG
 LG0267'THE MISSILE ROAD, THROUGH THE GUARD GATE TO THE CENTER OF THE
 LG0267'WEST SIDE OF THE SITE, 61.7 FEET NORTH OF REFERENCE MARK NO. 1,
 LG0267'57.3 FEET SOUTH OF REFERENCE MARK NO. 2, 8.4 FEET EAST OF THE
 LG0267'FENCE, 6 FEET SOUTH OF U.S. ARMY ENGINEER BENCH MARK, SET IN
 LG0267'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 LG0267
 LG0267                          STATION RECOVERY (2020)
 LG0267
 LG0267'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0267'MARK REPORTED TO BE NOT GPS ABLE, EVEN IF IT IS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0265 ***********************************************************************
 LG0265  DESIGNATION -  RATTLE AZ MK
 LG0265  PID         -  LG0265
 LG0265  STATE/COUNTY-  NE/GAGE
 LG0265  COUNTRY     -  US
 LG0265  USGS QUAD   -  ODELL NE (2017)
 LG0265
 LG0265                         *CURRENT SURVEY CONTROL
 LG0265  ______________________________________________________________________
 LG0265* NAD 83(1995) POSITION- 40 13 09.04857(N) 096 49 20.55146(W)   ADJUSTED
 LG0265* NAVD 88 ORTHO HEIGHT -   434.754 (meters)     1426.36  (feet) ADJUSTED
 LG0265  ______________________________________________________________________
 LG0265  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 LG0265  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LG0265  DYNAMIC HEIGHT  -        434.517 (meters)     1425.58  (feet) COMP
 LG0265  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 LG0265
 LG0265  HORZ ORDER      -  THIRD
 LG0265  VERT ORDER      -  SECOND    CLASS 0
 LG0265
 LG0265.The horizontal coordinates were established by classical geodetic methods
 LG0265.and adjusted by the National Geodetic Survey in August 1997.
 LG0265
 LG0265.The orthometric height was determined by differential leveling and
 LG0265.adjusted by the NATIONAL GEODETIC SURVEY
 LG0265.in June 1991.
 LG0265
 LG0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0265.GEOID18 height accuracy estimate available here.
 LG0265
 LG0265.Click photographs - Photos may exist for this station.
 LG0265
 LG0265.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0265
 LG0265.The dynamic height is computed by dividing the NAVD 88
 LG0265.geopotential number by the normal gravity value computed on the
 LG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0265.degrees latitude (g = 980.6199 gals.).
 LG0265
 LG0265.The modeled gravity was interpolated from observed gravity values.
 LG0265
 LG0265. The following values were computed from the NAD 83(1995) position.
 LG0265
 LG0265;                    North         East     Units Scale Factor Converg.
 LG0265;SPC NE       -    47,811.615   770,394.314   MT  0.99990811   +2 06 20.9
 LG0265;SPC NE       -   156,861.94  2,527,535.35   sFT  0.99990811   +2 06 20.9
 LG0265;UTM  14      - 4,454,358.813   685,293.209   MT  1.00002266   +1 24 23.5
 LG0265
 LG0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0265!SPC NE       -   0.99993605  x   0.99990811  =   0.99984417
 LG0265!UTM  14      -   0.99993605  x   1.00002266  =   0.99995871
 LG0265
 LG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8529354358(NAD 83)
 LG0265
 LG0265                          SUPERSEDED SURVEY CONTROL
 LG0265
 LG0265  NAD 83(1986)-  40 13 09.05665(N)    096 49 20.54957(W) AD(       ) 3
 LG0265  NAD 27      -  40 13 09.05900(N)    096 49 19.45900(W) AD(       ) 3
 LG0265  NGVD 29 (??/??/92)  434.624  (m)         1425.93   (f) ADJ UNCH    2 0
 LG0265  NGVD 29             434.62   (m)         1425.9    (f) LEVELING    3  
 LG0265
 LG0265.Superseded values are not recommended for survey control.
 LG0265
 LG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0265.See file dsdata.pdf to determine how the superseded data were derived.
 LG0265
 LG0265_MARKER: DZ = AZIMUTH MARK DISK
 LG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0265_STAMPING: RATTLE 1961
 LG0265_MARK LOGO: CGS
 LG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0265+STABILITY: SURFACE MOTION
 LG0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0265+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2017
 LG0265
 LG0265  HISTORY     - Date     Condition        Report By
 LG0265  HISTORY     - 1961     MONUMENTED       CGS
 LG0265  HISTORY     - 1961     GOOD             CGS
 LG0265  HISTORY     - 20170111 GOOD             NEGS
 LG0265
 LG0265                          STATION DESCRIPTION
 LG0265
 LG0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0265'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF BEATRICE.
 LG0265'
 LG0265'THE AZIMUTH MARK IS 84 FEET S OF THE CENTER OF STATE HWY 136, 23
 LG0265'FEET W OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD, 14
 LG0265'FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS AND 2 FEET SOUTHWEST
 LG0265'OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD DISK STAMPED
 LG0265'RATTLE 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LG0265'THAT PROJECTS 6 INCHES.
 LG0265'
 LG0265'TO REACH FROM THE JUNCTION OF U.S. HWY 77 AND STATE HWY 136 IN
 LG0265'BEATRICE, GO WEST AND SOUTHWEST ON STATE HWY 136 FOR 7.2 MILES TO
 LG0265'A CROSSROAD AND THE MARK IN THE SOUTHWEST ANGLE.
 LG0265
 LG0265                          STATION RECOVERY (1961)
 LG0265
 LG0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0265'2.8 MI E FROM ELLIS.
 LG0265'2.85 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0265'FROM THE RAILROAD STATION IN ELLIS, 85.8 FEET SOUTH OF THE CENTER
 LG0265'OF CROSSING, 23 FEET WEST OF THE CENTER OF DIRT ROAD, 34.8 FEET
 LG0265'SOUTH OF A POWER POLE WITH TWO GUY WIRES, 14 FEET NORTH OF THE
 LG0265'NORTH RAIL, 2.3 FEET EAST OF RAILROAD CROSSING SIGN, 2.3 FEET
 LG0265'SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN
 LG0265'RAILROAD AND LEVEL WITH THE DIRT ROAD, SET IN TOP OF A SQUARE
 LG0265'CONCRETE POST THAT PROJECTS 7 INCHES.
 LG0265
 LG0265                          STATION RECOVERY (2017)
 LG0265
 LG0265'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0265'MARK FOUND, COULD NOT RECONCILE THE MONUMENTS ELEVATION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0266 ***********************************************************************
 LG0266  DESIGNATION -  RATTLE RM 1
 LG0266  PID         -  LG0266
 LG0266  STATE/COUNTY-  NE/GAGE
 LG0266  COUNTRY     -  US
 LG0266  USGS QUAD   -  ODELL NE (2017)
 LG0266
 LG0266                         *CURRENT SURVEY CONTROL
 LG0266  ______________________________________________________________________
 LG0266* NAD 83(1986) POSITION- 40 13 40.18   (N) 096 48 47.32   (W)   HD_HELD1
 LG0266* NAVD 88 ORTHO HEIGHT -   430.981 (meters)     1413.98  (feet) ADJUSTED
 LG0266  ______________________________________________________________________
 LG0266  GEOID HEIGHT    -        -27.089 (meters)                     GEOID18
 LG0266  DYNAMIC HEIGHT  -        430.746 (meters)     1413.21  (feet) COMP
 LG0266  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0266
 LG0266  VERT ORDER      -  SECOND    CLASS 0
 LG0266
 LG0266.The horizontal coordinates were determined by differentially corrected
 LG0266.hand held GPS observations or other comparable positioning techniques
 LG0266.and have an estimated accuracy of +/- 3 meters.
 LG0266
 LG0266.The orthometric height was determined by differential leveling and
 LG0266.adjusted by the NATIONAL GEODETIC SURVEY
 LG0266.in June 1991.
 LG0266
 LG0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0266.GEOID18 height accuracy estimate available here.
 LG0266
 LG0266.Click photographs - Photos may exist for this station.
 LG0266
 LG0266.The dynamic height is computed by dividing the NAVD 88
 LG0266.geopotential number by the normal gravity value computed on the
 LG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0266.degrees latitude (g = 980.6199 gals.).
 LG0266
 LG0266.The modeled gravity was interpolated from observed gravity values.
 LG0266
 LG0266;                    North         East    Units  Estimated Accuracy
 LG0266;SPC NE       -    48,800.0     771,144.1     MT  (+/- 3 meters HH1 GPS) 
 LG0266
 LG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8605555338(NAD 83)
 LG0266
 LG0266                          SUPERSEDED SURVEY CONTROL
 LG0266
 LG0266  NGVD 29 (??/??/92)  430.852  (m)         1413.55   (f) ADJ UNCH    2 0
 LG0266
 LG0266.Superseded values are not recommended for survey control.
 LG0266
 LG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0266.See file dsdata.pdf to determine how the superseded data were derived.
 LG0266
 LG0266_MARKER: DR = REFERENCE MARK DISK
 LG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0266_STAMPING: RATTLE NO 1 1961
 LG0266_MARK LOGO: CGS
 LG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0266+STABILITY: SURFACE MOTION
 LG0266
 LG0266  HISTORY     - Date     Condition        Report By
 LG0266  HISTORY     - 1961     MONUMENTED       CGS
 LG0266
 LG0266                          STATION DESCRIPTION
 LG0266
 LG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0266'4 MI NE FROM ELLIS.
 LG0266'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0266'FROM THE RAILROAD STATION IN ELLIS, THEN 0.65 MILE NORTH ALONG
 LG0266'THE MISSILE ROAD, THROUGH THE GUARD GATE TO THE CENTER OF THE
 LG0266'WEST SIDE OF THE SITE, 61.7 FEET SOUTH OF THE STATION 6 INCHES
 LG0266'EAST OF THE FENCE, SET IN TOP OF A SQUARE CONCRETE POST THAT
 LG0266'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0268 ***********************************************************************
 LG0268  DESIGNATION -  RATTLE RM 2
 LG0268  PID         -  LG0268
 LG0268  STATE/COUNTY-  NE/GAGE
 LG0268  COUNTRY     -  US
 LG0268  USGS QUAD   -  ODELL NE (2017)
 LG0268
 LG0268                         *CURRENT SURVEY CONTROL
 LG0268  ______________________________________________________________________
 LG0268* NAD 83(1986) POSITION- 40 13 41.34   (N) 096 48 47.32   (W)   HD_HELD1
 LG0268* NAVD 88 ORTHO HEIGHT -   430.781 (meters)     1413.32  (feet) ADJUSTED
 LG0268  ______________________________________________________________________
 LG0268  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 LG0268  DYNAMIC HEIGHT  -        430.546 (meters)     1412.55  (feet) COMP
 LG0268  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LG0268
 LG0268  VERT ORDER      -  SECOND    CLASS 0
 LG0268
 LG0268.The horizontal coordinates were determined by differentially corrected
 LG0268.hand held GPS observations or other comparable positioning techniques
 LG0268.and have an estimated accuracy of +/- 3 meters.
 LG0268
 LG0268.The orthometric height was determined by differential leveling and
 LG0268.adjusted by the NATIONAL GEODETIC SURVEY
 LG0268.in June 1991.
 LG0268
 LG0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0268.GEOID18 height accuracy estimate available here.
 LG0268
 LG0268.Click photographs - Photos may exist for this station.
 LG0268
 LG0268.The dynamic height is computed by dividing the NAVD 88
 LG0268.geopotential number by the normal gravity value computed on the
 LG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0268.degrees latitude (g = 980.6199 gals.).
 LG0268
 LG0268.The modeled gravity was interpolated from observed gravity values.
 LG0268
 LG0268;                    North         East    Units  Estimated Accuracy
 LG0268;SPC NE       -    48,835.8     771,142.8     MT  (+/- 3 meters HH1 GPS) 
 LG0268
 LG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8605455373(NAD 83)
 LG0268
 LG0268                          SUPERSEDED SURVEY CONTROL
 LG0268
 LG0268  NGVD 29 (??/??/92)  430.652  (m)         1412.90   (f) ADJ UNCH    2 0
 LG0268
 LG0268.Superseded values are not recommended for survey control.
 LG0268
 LG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0268.See file dsdata.pdf to determine how the superseded data were derived.
 LG0268
 LG0268_MARKER: DR = REFERENCE MARK DISK
 LG0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0268_STAMPING: RATTLE NO 2 1961
 LG0268_MARK LOGO: CGS
 LG0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0268+STABILITY: SURFACE MOTION
 LG0268
 LG0268  HISTORY     - Date     Condition        Report By
 LG0268  HISTORY     - 1961     MONUMENTED       CGS
 LG0268
 LG0268                          STATION DESCRIPTION
 LG0268
 LG0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0268'4 MI NE FROM ELLIS.
 LG0268'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0268'FROM THE RAILROAD STATION IN ELLIS, THEN 0.65 MILE NORTH ALONG
 LG0268'THE MISSILE ROAD, THROUGH THE GUARD GATE TO THE CENTER OF THE
 LG0268'WEST SIDE OF THE SITE, 57.3 FEET NORTH OF THE STATION, 51.2
 LG0268'FEET NORTH OF THE U.S. ARMY ENGINEER BENCH MARK, 6 INCHES EAST
 LG0268'OF THE FENCE, SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG0268'10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1295 ***********************************************************************
 LH1295  DESIGNATION -  RAVENNA
 LH1295  PID         -  LH1295
 LH1295  STATE/COUNTY-  NE/BUFFALO
 LH1295  COUNTRY     -  US
 LH1295  USGS QUAD   -  POOLE (2017)
 LH1295
 LH1295                         *CURRENT SURVEY CONTROL
 LH1295  ______________________________________________________________________
 LH1295* NAD 83(1995) POSITION- 40 59 17.95891(N) 098 54 47.42913(W)   ADJUSTED
 LH1295* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 LH1295  ______________________________________________________________________
 LH1295  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 LH1295  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 LH1295  HORZ ORDER      -  THIRD
 LH1295
 LH1295.The horizontal coordinates were established by classical geodetic methods
 LH1295.and adjusted by the National Geodetic Survey in August 1997.
 LH1295
 LH1295.The orthometric height was scaled from a topographic map.
 LH1295
 LH1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1295.GEOID18 height accuracy estimate available here.
 LH1295
 LH1295.Click photographs - Photos may exist for this station.
 LH1295
 LH1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1295
 LH1295. The following values were computed from the NAD 83(1995) position.
 LH1295
 LH1295;                    North         East     Units Scale Factor Converg.
 LH1295;SPC NE       -   128,809.057   591,426.455   MT  0.99969912   +0 43 12.8
 LH1295;SPC NE       -   422,601.05  1,940,371.63   sFT  0.99969912   +0 43 12.8
 LH1295;UTM  14      - 4,537,464.315   507,303.425   MT  0.99960066   +0 03 25.0
 LH1295
 LH1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1295!SPC NE       -   0.99990291  x   0.99969912  =   0.99960206
 LH1295!UTM  14      -   0.99990291  x   0.99960066  =   0.99950361
 LH1295
 LH1295:                Primary Azimuth Mark                     Grid Az
 LH1295:SPC NE       -  RAVENNA AZ MK                            179 11 50.6
 LH1295:UTM  14      -  RAVENNA AZ MK                            179 51 38.4
 LH1295
 LH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0730337464(NAD 83)
 LH1295
 LH1295|---------------------------------------------------------------------|
 LH1295| PID    Reference Object                     Distance      Geod. Az  |
 LH1295|                                                           dddmmss.s |
 LH1295| LH1292 VALLEY TWP KAC 36 ATT TOWER         APPROX.15.8 KM 1560041.8 |
 LH1295| CN9549 RAVENNA RM 2                          9.998 METERS 17646     |
 LH1295| CN9547 RAVENNA AZ MK                                      1795503.4 |
 LH1295| LH1296 RAVENNA 2                            15.502 METERS 25843     |
 LH1295| CN9548 RAVENNA RM 1                         10.902 METERS 35613     |
 LH1295|---------------------------------------------------------------------|
 LH1295
 LH1295                          SUPERSEDED SURVEY CONTROL
 LH1295
 LH1295  NAD 83(1986)-  40 59 17.96833(N)    098 54 47.42946(W) AD(       ) 3
 LH1295  NAD 27      -  40 59 17.92800(N)    098 54 46.13000(W) AD(       ) 3
 LH1295
 LH1295.Superseded values are not recommended for survey control.
 LH1295
 LH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1295.See file dsdata.pdf to determine how the superseded data were derived.
 LH1295
 LH1295_MARKER: DS = TRIANGULATION STATION DISK
 LH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1295_STAMPING: RAVENNA 1951
 LH1295_MARK LOGO: CGS
 LH1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1295+STABILITY: SURFACE MOTION
 LH1295
 LH1295  HISTORY     - Date     Condition        Report By
 LH1295  HISTORY     - 1951     MONUMENTED       CGS
 LH1295  HISTORY     - 1955     GOOD             CGS
 LH1295
 LH1295                          STATION DESCRIPTION
 LH1295
 LH1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1295'THE STATION IS LOCATED 2.5 MILES SOUTH OF RAVENNA, NEAR THE HIGHEST
 LH1295'POINT OF A GRASS COVERED SAND HILL.  IT IS ON A HIGH BANK, 42
 LH1295'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4 FEET
 LH1295'WEST OF A WITNESS POST AND 3 FEET EAST OF A NORTH-SOUTH FENCE
 LH1295'LINE.  IT IS STAMPED RAVENNA 1951 AND PROJECTS 4 INCHES.
 LH1295'
 LH1295'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE CENTER OF A
 LH1295'NORTH-SOUTH GRAVELED ROAD AND 2 FEET EAST OF A NORTH-SOUTH FENCE
 LH1295'LINE.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 LH1295'IT IS STAMPED RAVENNA NO 1 1951 AND PROJECTS 7 INCHES.
 LH1295'
 LH1295'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTER OF A
 LH1295'NORTH-SOUTH GRAVELED ROAD AND 3 FEET EAST OF A NORTH-SOUTH FENCE
 LH1295'LINE.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 LH1295'IT IS STAMPED RAVENNA NO 2 1951 AND PROJECTS 4 INCHES.
 LH1295'
 LH1295'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1295'GRAVELED ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 LH1295'WEST OF A WITNESS POST.  IT IS STAMPED RAVENNA 1951 AND PROJECTS
 LH1295'6 INCHES.
 LH1295'
 LH1295'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO SOUTH ON
 LH1295'A PAVED STREET FOR 0.4 MILE TO STATE HIGHWAY 2, CROSS STATE
 LH1295'HIGHWAY 2 AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 2.05 MILES TO
 LH1295'THE STATION ON THE RIGHT AS DESCRIBED.
 LH1295'
 LH1295'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 LH1295'GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LH1295'DESCRIBED.
 LH1295
 LH1295                          STATION RECOVERY (1955)
 LH1295
 LH1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LH1295'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LH1295'GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE STATION AND
 LH1295'REFERENCE MARKS.  THEY WERE MOVED AND A NEW STATION, RAVENNA 2,
 LH1295'WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF RAVENNA 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1296 ***********************************************************************
 LH1296  DESIGNATION -  RAVENNA 2
 LH1296  PID         -  LH1296
 LH1296  STATE/COUNTY-  NE/BUFFALO
 LH1296  COUNTRY     -  US
 LH1296  USGS QUAD   -  POOLE (2017)
 LH1296
 LH1296                         *CURRENT SURVEY CONTROL
 LH1296  ______________________________________________________________________
 LH1296* NAD 83(1995) POSITION- 40 59 17.86064(N) 098 54 48.07952(W)   NO CHECK
 LH1296* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 LH1296  ______________________________________________________________________
 LH1296  GEOID HEIGHT    -        -24.252 (meters)                     GEOID18
 LH1296  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 LH1296  HORZ ORDER      -  THIRD
 LH1296
 LH1296.The horizontal coordinates were established by classical geodetic methods
 LH1296.and adjusted by the National Geodetic Survey in August 1997.
 LH1296
 LH1296.No horizontal observational check was made to the station.
 LH1296
 LH1296.The orthometric height was scaled from a topographic map.
 LH1296
 LH1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1296.GEOID18 height accuracy estimate available here.
 LH1296
 LH1296.Click photographs - Photos may exist for this station.
 LH1296
 LH1296.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1296
 LH1296. The following values were computed from the NAD 83(1995) position.
 LH1296
 LH1296;                    North         East     Units Scale Factor Converg.
 LH1296;SPC NE       -   128,805.836   591,411.296   MT  0.99969912   +0 43 12.4
 LH1296;SPC NE       -   422,590.48  1,940,321.89   sFT  0.99969912   +0 43 12.4
 LH1296;UTM  14      - 4,537,461.270   507,288.231   MT  0.99960065   +0 03 24.6
 LH1296
 LH1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1296!SPC NE       -   0.99990291  x   0.99969912  =   0.99960206
 LH1296!UTM  14      -   0.99990291  x   0.99960065  =   0.99950360
 LH1296
 LH1296:                Primary Azimuth Mark                     Grid Az
 LH1296:SPC NE       -  RAVENNA AZ MK                            178 01 52.7
 LH1296:UTM  14      -  RAVENNA AZ MK                            178 41 40.5
 LH1296
 LH1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0728837461(NAD 83)
 LH1296
 LH1296|---------------------------------------------------------------------|
 LH1296| PID    Reference Object                     Distance      Geod. Az  |
 LH1296|                                                           dddmmss.s |
 LH1296| CN9550 RAVENNA 2 RM 3                        7.269 METERS 01045     |
 LH1296| LH1295 RAVENNA                              15.502 METERS 07843     |
 LH1296| CN9551 RAVENNA 2 RM 4                       11.212 METERS 16745     |
 LH1296| CN9547 RAVENNA AZ MK                                      1784505.1 |
 LH1296|---------------------------------------------------------------------|
 LH1296
 LH1296                          SUPERSEDED SURVEY CONTROL
 LH1296
 LH1296  NAD 83(1986)-  40 59 17.87007(N)    098 54 48.07984(W) AD(       ) 3
 LH1296  NAD 27      -  40 59 17.83000(N)    098 54 46.78000(W) AD(       ) 3
 LH1296
 LH1296.Superseded values are not recommended for survey control.
 LH1296
 LH1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1296.See file dsdata.pdf to determine how the superseded data were derived.
 LH1296
 LH1296_MARKER: DS = TRIANGULATION STATION DISK
 LH1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1296_STAMPING: RAVENNA 2 1955
 LH1296_MARK LOGO: CGS
 LH1296_PROJECTION: FLUSH
 LH1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1296+STABILITY: SURFACE MOTION
 LH1296
 LH1296  HISTORY     - Date     Condition        Report By
 LH1296  HISTORY     - 1955     MONUMENTED       CGS
 LH1296
 LH1296                          STATION DESCRIPTION
 LH1296
 LH1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LH1296'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH OF RAVENNA AND 2
 LH1296'MILES SOUTH OF STATE HIGHWAY 2 ON THE HIGHEST POINT OF A SAND
 LH1296'HILL, 90 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 5.5 FEET
 LH1296'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE
 LH1296'OF THE GROUND AND THE DISK IS STAMPED RAVENNA 2 1955.
 LH1296'
 LH1296'REFERENCE MARK NO. 3 IS 88 FEET WEST OF THE CENTER OF GRAVEL ROAD.
 LH1296'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAVENNA 2 NO
 LH1296'3 1955.
 LH1296'
 LH1296'REFERENCE MARK NO. 4 IS 85 FEET WEST OF THE CENTER OF GRAVEL ROAD.
 LH1296'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAVENNA 2
 LH1296'NO 4 1955.
 LH1296'
 LH1296'AZIMUTH MARK (1951) IS 36 FEET WEST OF THE CENTER OF GRAVEL ROAD,
 LH1296'2 FEET EAST OF A FENCE, AND 2 FEET WEST OF A WHITE WITNESS POST.
 LH1296'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAVENNA 1951.
 LH1296'
 LH1296'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO SOUTH ON
 LH1296'A PAVED STREET FOR 0.4 MILE TO STATE HIGHWAY 2.  CROSS STATE
 LH1296'HIGHWAY 2 AND CONTINUE SOUTH ON GRAVEL ROAD FOR 2.05 MILE TO THE
 LH1296'STATION ON THE RIGHT.
 LH1296'
 LH1296'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 LH1296'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LH1296'
 LH1296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9626 ***********************************************************************
 AG9626  DESIGNATION -  RAVENNA RESET
 AG9626  PID         -  AG9626
 AG9626  STATE/COUNTY-  NE/BUFFALO
 AG9626  COUNTRY     -  US
 AG9626  USGS QUAD   -  RAVENNA (2017)
 AG9626
 AG9626                         *CURRENT SURVEY CONTROL
 AG9626  ______________________________________________________________________
 AG9626* NAD 83(1986) POSITION- 41 01 45.82   (N) 098 54 45.64   (W)   HD_HELD1
 AG9626* NAVD 88 ORTHO HEIGHT -   614.51  (meters)     2016.1   (feet) RESET
 AG9626  ______________________________________________________________________
 AG9626  GEOID HEIGHT    -        -24.220 (meters)                     GEOID18
 AG9626  VERT ORDER      -  THIRD
 AG9626
 AG9626.The horizontal coordinates were determined by differentially corrected
 AG9626.hand held GPS observations or other comparable positioning techniques
 AG9626.and have an estimated accuracy of +/- 3 meters.
 AG9626
 AG9626.The orthometric height was computed from unverified reset data.
 AG9626
 AG9626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9626.GEOID18 height accuracy estimate available here.
 AG9626
 AG9626.Click photographs - Photos may exist for this station.
 AG9626
 AG9626;                    North         East    Units  Estimated Accuracy
 AG9626;SPC NE       -   133,369.1     591,410.9     MT  (+/- 3 meters HH1 GPS) 
 AG9626
 AG9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0734042023(NAD 83)
 AG9626
 AG9626                          SUPERSEDED SURVEY CONTROL
 AG9626
 AG9626.No superseded survey control is available for this station.
 AG9626
 AG9626_MARKER: DV = VERTICAL CONTROL DISK
 AG9626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9626_STAMPING: RAVENNA RESET 1996
 AG9626_MARK LOGO: NGS
 AG9626_PROJECTION: RECESSED 6 CENTIMETERS
 AG9626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9626+STABILITY: SURFACE MOTION
 AG9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9626+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 AG9626
 AG9626  HISTORY     - Date     Condition        Report By
 AG9626  HISTORY     - 1996     MONUMENTED       NEDR
 AG9626  HISTORY     - 20210623 GOOD             NEGS
 AG9626
 AG9626                          STATION DESCRIPTION
 AG9626
 AG9626'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 AG9626'THE MARK IS IN RAVENNA, 2 BLOCKS NORTH OF THE CITY HALL, AT THE
 AG9626'INTERSECTION OF CARTHAGE STREET AND GRAND AVENUE, IN THE MEDIAN OF
 AG9626'GRAND AVENUE, WHICH IS ALSO STATE HIGHWAY 68, ON HIGHWAY RIGHT-OF-WAY
 AG9626'AND IN THE NE1/4, SEC8, T12N, R14W.  THE DISK IS SET INTO THE TOP OF A
 AG9626'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 120.18
 AG9626'FT (36.63 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A BRICK
 AG9626'HOUSE AT 709 GRAND AVENUE, 118.10 FT (36.00 M) NORTHWEST OF THE
 AG9626'NORTHWEST CORNER OF A FRAME HOUSE AT 623 GRAND AVENUE, 80.4 FT (24.5
 AG9626'M) NORTHEAST OF THE TOP OF A FIRE HYDRANT, 47.60 FT (14.51 M) NORTH OF
 AG9626'THE CENTER OF THE INTERSECTION, 8.92 FT (2.72 M) NORTH-NORTHWEST OF
 AG9626'THE NORTHWEST CORNER OF THE CONCRETE BASE OF A STREET LAMP AND 2.0 FT
 AG9626'(0.6 M) WEST OF THE CENTERLINE OF THE MEDIAN. A MAGNET WAS PLACED INTO
 AG9626'THE NORTH EDGE OF THE MARK.
 AG9626
 AG9626                          STATION RECOVERY (2021)
 AG9626
 AG9626'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MS)
 AG9626'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 68 SOUTH
 AG9626'OF RAVENNA, NE., GO NORTH ON NE. HIGHWAY 68 (RAVENNA ROAD)
 AG9626'APPROXIMATELY 0.8 MI (1.3 KM) TO CARTHAGE STREET.  THE MARK IS LOCATED
 AG9626'IN THE MEDIAN AT MILE POST 0.83.  THE MARK IS 120.18 FT (36.6 M)
 AG9626'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A BRICK HOUSE AT 709
 AG9626'GRAND AVENUE, 100 FT (30.5 M) NORTH OF A POWER TRANSMISSION POLE, 47.6
 AG9626'FT (14.5 M) NORTH OF THE CENTERLINE OF THE CARTHAGE STREET,
 AG9626'APPROXIMATELY 17.0 FT (5.2 M) NORTH OF THE BACK OF THE SOUTH CURB,
 AG9626'11.5 FT (3.5 M) WEST OF THE BACK OF THE EAST MEDIAN CURB, 7.6 FT (2.3
 AG9626'M) EAST OF THE BACK OF THE WEST MEDIAN CURB AND 25.0 FT (7.6 M) WEST
 AG9626'OF THE CENTERLINE OF THE NORTH BOUND LANE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4175 ***********************************************************************
 AB4175  SACS        -  This is a Secondary Airport Control Station.
 AB4175  DESIGNATION -  RBE A
 AB4175  PID         -  AB4175
 AB4175  STATE/COUNTY-  NE/ROCK
 AB4175  COUNTRY     -  US
 AB4175  USGS QUAD   -  BASSETT (2017)
 AB4175
 AB4175                         *CURRENT SURVEY CONTROL
 AB4175  ______________________________________________________________________
 AB4175* NAD 83(2011) POSITION- 42 33 54.20219(N) 099 33 43.94737(W)   ADJUSTED
 AB4175* NAD 83(2011) ELLIP HT-   692.466 (meters)        (06/27/12)   ADJUSTED
 AB4175* NAD 83(2011) EPOCH   -  2010.00
 AB4175* NAVD 88 ORTHO HEIGHT -   715.65  (meters)     2347.9   (feet) GPS OBS
 AB4175  ______________________________________________________________________
 AB4175  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4175  GEOID HEIGHT    -        -23.108 (meters)                     GEOID96
 AB4175  GEOID HEIGHT    -        -23.174 (meters)                     GEOID18
 AB4175  NAD 83(2011) X  -   -781,633.524 (meters)                     COMP
 AB4175  NAD 83(2011) Y  - -4,639,905.163 (meters)                     COMP
 AB4175  NAD 83(2011) Z  -  4,292,508.424 (meters)                     COMP
 AB4175  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 AB4175
 AB4175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4175  Standards:
 AB4175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4175  -------------------------------------------------------------------
 AB4175  NETWORK    0.68   1.12           0.32   0.22   0.57     -0.03220082
 AB4175  -------------------------------------------------------------------
 AB4175  Click here for local accuracies and other accuracy information.
 AB4175
 AB4175.This mark is at Rock County Airport (RBE)
 AB4175
 AB4175.The horizontal coordinates were established by GPS observations
 AB4175.and adjusted by the National Geodetic Survey in June 2012.
 AB4175
 AB4175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4175.been affixed to the stable North American tectonic plate. See 
 AB4175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4175
 AB4175.The horizontal coordinates are valid at the epoch date displayed above
 AB4175.which is a decimal equivalence of Year/Month/Day.
 AB4175
 AB4175.The orthometric height was determined by GPS observations and a
 AB4175.high-resolution geoid model.
 AB4175
 AB4175.GPS derived orthometric heights for airport stations designated as
 AB4175.PACS or SACS are published to 2 decimal places.  This maintains
 AB4175.centimeter relative accuracy between the PACS and SACS.  It does
 AB4175.not indicate centimeter accuracy relative to other marks which are
 AB4175.part of the published vertical control network.
 AB4175
 AB4175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4175.GEOID18 height accuracy estimate available here.
 AB4175
 AB4175.Click photographs - Photos may exist for this station.
 AB4175
 AB4175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4175
 AB4175.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4175
 AB4175.The ellipsoidal height was determined by GPS observations
 AB4175.and is referenced to NAD 83.
 AB4175
 AB4175. The following values were computed from the NAD 83(2011) position.
 AB4175
 AB4175;                    North         East     Units Scale Factor Converg.
 AB4175;SPC NE       -   303,399.331   535,942.500   MT  0.99982974   +0 17 24.4
 AB4175;SPC NE       -   995,402.64  1,758,338.02   sFT  0.99982974   +0 17 24.4
 AB4175;UTM  14      - 4,712,670.012   453,853.429   MT  0.99962620   -0 22 49.1
 AB4175
 AB4175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4175!SPC NE       -   0.99989141  x   0.99982974  =   0.99972117
 AB4175!UTM  14      -   0.99989141  x   0.99962620  =   0.99951765
 AB4175
 AB4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5385312670(NAD 83)
 AB4175
 AB4175                          SUPERSEDED SURVEY CONTROL
 AB4175
 AB4175  NAD 83(2007)-  42 33 54.20215(N)    099 33 43.94815(W) AD(2002.00) 0
 AB4175  ELLIP H (02/10/07)  692.496  (m)                       GP(2002.00)    
 AB4175  ELLIP H (01/07/02)  692.475  (m)                       GP(       ) 4 2
 AB4175  NAD 83(1995)-  42 33 54.20187(N)    099 33 43.94807(W) AD(       ) 1
 AB4175  ELLIP H (09/18/97)  692.528  (m)                       GP(       ) 4 2
 AB4175
 AB4175.Superseded values are not recommended for survey control.
 AB4175
 AB4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4175.See file dsdata.pdf to determine how the superseded data were derived.
 AB4175
 AB4175_MARKER: I = METAL ROD
 AB4175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4175_STAMPING: RBE A 1995
 AB4175_MARK LOGO: NGS
 AB4175_PROJECTION: FLUSH
 AB4175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4175+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4175_ROD/PIPE-DEPTH: 15.9 meters
 AB4175_SLEEVE-DEPTH  : 1 meters
 AB4175
 AB4175  HISTORY     - Date     Condition        Report By
 AB4175  HISTORY     - 1995     MONUMENTED       NGS
 AB4175
 AB4175                          STATION DESCRIPTION
 AB4175
 AB4175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4175'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) EAST OF AINSWORTH, 1.8
 AB4175'MI (2.9 KM) WEST OF BASSET AND AT THE BASSETT/ROCK COUNTY AIRPORT IN
 AB4175'LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF RUNWAY 31.
 AB4175'OWNERSHIP--ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT NE 68714.
 AB4175'AIRPORT MANAGER IS BILL AUSTIN, PHONE (402) 684-3445 OR 684-3363.  TO
 AB4175'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH AND
 AB4175'STATE HIGHWAY 7 NORTH IN BASSETT, GO WESTERLY ON US HIGHWAY 20/183 FOR
 AB4175'1.85 MI (2.98 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTH SOUTHWEST ON
 AB4175'THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT A
 AB4175'BRICK HANGAR, PASS THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE
 AB4175'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST
 AB4175'ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE END OF THE RUNWAY, TURN LEFT
 AB4175'AND GO NORTHEAST ON THE TURNAROUND APRON FOR 0.05 MI (0.08 KM) TO THE
 AB4175'NORTHEAST EDGE OF THE PAVEMENT AND THE STATION JUST AHEAD.  THE
 AB4175'STATION IS 226.0 FT (68.9 M) NORTHEAST OF THE RUNWAY CENTER AT THE
 AB4175'SOUTHEAST END OF THE CONCRETE PAVEMENT, 72.8 FT (22.2 M) SOUTHWEST OF
 AB4175'A FENCE LINE AND WITNESS POST, 7.1 FT (2.2 M) EAST-NORTHEAST OF A
 AB4175'TAXIWAY LIGHT (81) AND 3.7 FT (1.1 M) NORTHEAST OF THE NORTHEAST EDGE
 AB4175'OF THE CONCRETE TURNAROUND PAVEMENT.  THIS STATION TO BE USED AS SACS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0761 ***********************************************************************
 LG0761  DESIGNATION -  REBAR 15
 LG0761  PID         -  LG0761
 LG0761  STATE/COUNTY-  NE/SEWARD
 LG0761  COUNTRY     -  US
 LG0761  USGS QUAD   -  SEWARD (2017)
 LG0761
 LG0761                         *CURRENT SURVEY CONTROL
 LG0761  ______________________________________________________________________
 LG0761* NAD 83(1995) POSITION- 40 56 55.43405(N) 097 06 04.91147(W)   ADJUSTED
 LG0761* NAVD 88 ORTHO HEIGHT -   473.    (meters)     1552.    (feet) SCALED
 LG0761  ______________________________________________________________________
 LG0761  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 LG0761  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LG0761  HORZ ORDER      -  SECOND
 LG0761
 LG0761.The horizontal coordinates were established by classical geodetic methods
 LG0761.and adjusted by the National Geodetic Survey in August 1997.
 LG0761
 LG0761.The orthometric height was scaled from a topographic map.
 LG0761
 LG0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0761.GEOID18 height accuracy estimate available here.
 LG0761
 LG0761.Click photographs - Photos may exist for this station.
 LG0761
 LG0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0761
 LG0761. The following values were computed from the NAD 83(1995) position.
 LG0761
 LG0761;                    North         East     Units Scale Factor Converg.
 LG0761;SPC NE       -   127,928.827   743,948.552   MT  0.99970555   +1 55 15.3
 LG0761;SPC NE       -   419,713.16  2,440,771.21   sFT  0.99970555   +1 55 15.3
 LG0761;UTM  14      - 4,534,801.472   659,806.016   MT  0.99991433   +1 14 40.6
 LG0761
 LG0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0761!SPC NE       -   0.99992999  x   0.99970555  =   0.99963556
 LG0761!UTM  14      -   0.99992999  x   0.99991433  =   0.99984432
 LG0761
 LG0761:                Primary Azimuth Mark                     Grid Az
 LG0761:SPC NE       -  REBAR 16                                 358 02 50.7
 LG0761:UTM  14      -  REBAR 16                                 358 43 25.4
 LG0761
 LG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5980634801(NAD 83)
 LG0761
 LG0761|---------------------------------------------------------------------|
 LG0761| PID    Reference Object                     Distance      Geod. Az  |
 LG0761|                                                           dddmmss.s |
 LG0761| LG0762 REBAR 16                            APPROX. 4.3 KM 3595806.0 |
 LG0761|---------------------------------------------------------------------|
 LG0761
 LG0761                          SUPERSEDED SURVEY CONTROL
 LG0761
 LG0761  NAD 83(1986)-  40 56 55.44302(N)    097 06 04.91098(W) AD(       ) 2
 LG0761
 LG0761.Superseded values are not recommended for survey control.
 LG0761
 LG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0761.See file dsdata.pdf to determine how the superseded data were derived.
 LG0761
 LG0761_MARKER: I = METAL ROD
 LG0761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0761+WITH SETTING: INFORMATION.
 LG0761_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0761
 LG0761  HISTORY     - Date     Condition        Report By
 LG0761  HISTORY     - 1967     MONUMENTED       USGS
 LG0761
 LG0761                          STATION DESCRIPTION
 LG0761
 LG0761'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LG0761'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF GARLAND, 4.1 MI
 LG0761'(6.6 KM) EAST-SOUTHEAST OF STAPLEHURST AND 2.9 MI (4.6 KM) NORTH OF
 LG0761'SEWARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0762 ***********************************************************************
 LG0762  DESIGNATION -  REBAR 16
 LG0762  PID         -  LG0762
 LG0762  STATE/COUNTY-  NE/SEWARD
 LG0762  COUNTRY     -  US
 LG0762  USGS QUAD   -  SEWARD (2017)
 LG0762
 LG0762                         *CURRENT SURVEY CONTROL
 LG0762  ______________________________________________________________________
 LG0762* NAD 83(1995) POSITION- 40 59 14.45449(N) 097 06 05.01285(W)   ADJUSTED
 LG0762* NAVD 88 ORTHO HEIGHT -   476.    (meters)     1562.    (feet) SCALED
 LG0762  ______________________________________________________________________
 LG0762  GEOID HEIGHT    -        -26.715 (meters)                     GEOID18
 LG0762  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LG0762  HORZ ORDER      -  SECOND
 LG0762
 LG0762.The horizontal coordinates were established by classical geodetic methods
 LG0762.and adjusted by the National Geodetic Survey in August 1997.
 LG0762
 LG0762.The orthometric height was scaled from a topographic map.
 LG0762
 LG0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0762.GEOID18 height accuracy estimate available here.
 LG0762
 LG0762.Click photographs - Photos may exist for this station.
 LG0762
 LG0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0762
 LG0762. The following values were computed from the NAD 83(1995) position.
 LG0762
 LG0762;                    North         East     Units Scale Factor Converg.
 LG0762;SPC NE       -   132,213.583   743,802.476   MT  0.99969927   +1 55 15.2
 LG0762;SPC NE       -   433,770.73  2,440,291.96   sFT  0.99969927   +1 55 15.2
 LG0762;UTM  14      - 4,539,088.561   659,710.470   MT  0.99991395   +1 14 44.0
 LG0762
 LG0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0762!SPC NE       -   0.99992950  x   0.99969927  =   0.99962879
 LG0762!UTM  14      -   0.99992950  x   0.99991395  =   0.99984346
 LG0762
 LG0762:                Primary Azimuth Mark                     Grid Az
 LG0762:SPC NE       -  REBAR 15                                 178 02 50.7
 LG0762:UTM  14      -  REBAR 15                                 178 43 21.9
 LG0762
 LG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5971039088(NAD 83)
 LG0762
 LG0762|---------------------------------------------------------------------|
 LG0762| PID    Reference Object                     Distance      Geod. Az  |
 LG0762|                                                           dddmmss.s |
 LG0762| LG0761 REBAR 15                            APPROX. 4.3 KM 1795805.9 |
 LG0762|---------------------------------------------------------------------|
 LG0762
 LG0762                          SUPERSEDED SURVEY CONTROL
 LG0762
 LG0762  NAD 83(1986)-  40 59 14.46356(N)    097 06 05.01222(W) AD(       ) 2
 LG0762
 LG0762.Superseded values are not recommended for survey control.
 LG0762
 LG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0762.See file dsdata.pdf to determine how the superseded data were derived.
 LG0762
 LG0762_MARKER: I = METAL ROD
 LG0762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0762+WITH SETTING: INFORMATION.
 LG0762_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0762
 LG0762  HISTORY     - Date     Condition        Report By
 LG0762  HISTORY     - 1967     MONUMENTED       USGS
 LG0762
 LG0762                          STATION DESCRIPTION
 LG0762
 LG0762'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LG0762'THE MARK IS LOCATED ABOUT 6.7 MI (10.9 KM) WEST-NORTHWEST OF GARLAND,
 LG0762'5.6 MI (8.9 KM) NORTH OF SEWARD AND 3.8 MI (6.1 KM) EAST-NORTHEAST OF
 LG0762'STAPLEHURST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1879 ***********************************************************************
 MK1879  DESIGNATION -  REBAR 18
 MK1879  PID         -  MK1879
 MK1879  STATE/COUNTY-  NE/SEWARD
 MK1879  COUNTRY     -  US
 MK1879  USGS QUAD   -  DWIGHT (2017)
 MK1879
 MK1879                         *CURRENT SURVEY CONTROL
 MK1879  ______________________________________________________________________
 MK1879* NAD 83(1995) POSITION- 41 00 47.84181(N) 097 03 54.31287(W)   ADJUSTED
 MK1879* NAVD 88 ORTHO HEIGHT -   476.    (meters)     1562.    (feet) SCALED
 MK1879  ______________________________________________________________________
 MK1879  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 MK1879  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 MK1879  HORZ ORDER      -  SECOND
 MK1879
 MK1879.The horizontal coordinates were established by classical geodetic methods
 MK1879.and adjusted by the National Geodetic Survey in August 1997.
 MK1879
 MK1879.The orthometric height was scaled from a topographic map.
 MK1879
 MK1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1879.GEOID18 height accuracy estimate available here.
 MK1879
 MK1879.Click photographs - Photos may exist for this station.
 MK1879
 MK1879.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1879
 MK1879. The following values were computed from the NAD 83(1995) position.
 MK1879
 MK1879;                    North         East     Units Scale Factor Converg.
 MK1879;SPC NE       -   135,194.911   746,757.233   MT  0.99969531   +1 56 41.8
 MK1879;SPC NE       -   443,551.97  2,449,986.02   sFT  0.99969531   +1 56 41.8
 MK1879;UTM  14      - 4,542,035.522   662,700.817   MT  0.99992581   +1 16 12.1
 MK1879
 MK1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1879!SPC NE       -   0.99992950  x   0.99969531  =   0.99962483
 MK1879!UTM  14      -   0.99992950  x   0.99992581  =   0.99985532
 MK1879
 MK1879:                Primary Azimuth Mark                     Grid Az
 MK1879:SPC NE       -  BEE                                      248 43 22.4
 MK1879:UTM  14      -  BEE                                      249 23 52.1
 MK1879
 MK1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6270042035(NAD 83)
 MK1879
 MK1879|---------------------------------------------------------------------|
 MK1879| PID    Reference Object                     Distance      Geod. Az  |
 MK1879|                                                           dddmmss.s |
 MK1879| MK1874 BEE                                 APPROX. 3.2 KM 2504004.2 |
 MK1879|---------------------------------------------------------------------|
 MK1879
 MK1879                          SUPERSEDED SURVEY CONTROL
 MK1879
 MK1879  NAD 83(1986)-  41 00 47.85096(N)    097 03 54.31205(W) AD(       ) 2
 MK1879
 MK1879.Superseded values are not recommended for survey control.
 MK1879
 MK1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1879.See file dsdata.pdf to determine how the superseded data were derived.
 MK1879
 MK1879_MARKER: I = METAL ROD
 MK1879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1879+WITH SETTING: INFORMATION.
 MK1879_MAGNETIC: I = MARKER IS A STEEL ROD
 MK1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1879
 MK1879  HISTORY     - Date     Condition        Report By
 MK1879  HISTORY     - 1967     MONUMENTED       USGS
 MK1879
 MK1879                          STATION DESCRIPTION
 MK1879
 MK1879'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK1879'THE MARK IS LOCATED ABOUT 6.3 MI (10.2 KM) NORTHWEST OF GARLAND, 6.2
 MK1879'MI (10.0 KM) EAST-NORTHEAST OF STAPLEHURST AND 5.4 MI (8.7 KM)
 MK1879'SOUTH-SOUTHWEST OF DWIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1878 ***********************************************************************
 MK1878  DESIGNATION -  REBAR 19
 MK1878  PID         -  MK1878
 MK1878  STATE/COUNTY-  NE/SEWARD
 MK1878  COUNTRY     -  US
 MK1878  USGS QUAD   -  DWIGHT (2017)
 MK1878
 MK1878                         *CURRENT SURVEY CONTROL
 MK1878  ______________________________________________________________________
 MK1878* NAD 83(1995) POSITION- 41 01 02.22382(N) 097 02 30.31180(W)   ADJUSTED
 MK1878* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 MK1878  ______________________________________________________________________
 MK1878  GEOID HEIGHT    -        -26.730 (meters)                     GEOID18
 MK1878  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 MK1878  HORZ ORDER      -  SECOND
 MK1878
 MK1878.The horizontal coordinates were established by classical geodetic methods
 MK1878.and adjusted by the National Geodetic Survey in August 1997.
 MK1878
 MK1878.The orthometric height was scaled from a topographic map.
 MK1878
 MK1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1878.GEOID18 height accuracy estimate available here.
 MK1878
 MK1878.Click photographs - Photos may exist for this station.
 MK1878
 MK1878.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1878
 MK1878. The following values were computed from the NAD 83(1995) position.
 MK1878
 MK1878;                    North         East     Units Scale Factor Converg.
 MK1878;SPC NE       -   135,705.038   748,703.108   MT  0.99969471   +1 57 37.5
 MK1878;SPC NE       -   445,225.61  2,456,370.11   sFT  0.99969471   +1 57 37.5
 MK1878;UTM  14      - 4,542,522.806   664,653.024   MT  0.99993368   +1 17 07.7
 MK1878
 MK1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1878!SPC NE       -   0.99992888  x   0.99969471  =   0.99962361
 MK1878!UTM  14      -   0.99992888  x   0.99993368  =   0.99986256
 MK1878
 MK1878:                Primary Azimuth Mark                     Grid Az
 MK1878:SPC NE       -  REBAR 18                                 255 18 35.8
 MK1878:UTM  14      -  REBAR 18                                 255 59 05.6
 MK1878
 MK1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6465342522(NAD 83)
 MK1878
 MK1878|---------------------------------------------------------------------|
 MK1878| PID    Reference Object                     Distance      Geod. Az  |
 MK1878|                                                           dddmmss.s |
 MK1878| MK1879 REBAR 18                            APPROX. 2.0 KM 2571613.3 |
 MK1878|---------------------------------------------------------------------|
 MK1878
 MK1878                          SUPERSEDED SURVEY CONTROL
 MK1878
 MK1878  NAD 83(1986)-  41 01 02.23290(N)    097 02 30.31134(W) AD(       ) 2
 MK1878
 MK1878.Superseded values are not recommended for survey control.
 MK1878
 MK1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1878.See file dsdata.pdf to determine how the superseded data were derived.
 MK1878
 MK1878_MARKER: I = METAL ROD
 MK1878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1878+WITH SETTING: INFORMATION.
 MK1878_MAGNETIC: I = MARKER IS A STEEL ROD
 MK1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1878
 MK1878  HISTORY     - Date     Condition        Report By
 MK1878  HISTORY     - 1967     MONUMENTED       USGS
 MK1878
 MK1878                          STATION DESCRIPTION
 MK1878
 MK1878'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK1878'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 MK1878'STAPLEHURST, 5.8 MI (9.4 KM) NORTH-NORTHWEST OF GARLAND AND 4.7 MI
 MK1878'(7.6 KM) SOUTH-SOUTHWEST OF DWIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2086 ***********************************************************************
 MK2086  DESIGNATION -  REBAR 223
 MK2086  PID         -  MK2086
 MK2086  STATE/COUNTY-  NE/SAUNDERS
 MK2086  COUNTRY     -  US
 MK2086  USGS QUAD   -  TOUHY (2017)
 MK2086
 MK2086                         *CURRENT SURVEY CONTROL
 MK2086  ______________________________________________________________________
 MK2086* NAD 83(1995) POSITION- 41 08 51.62301(N) 096 50 30.52380(W)   ADJUSTED
 MK2086* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 MK2086  ______________________________________________________________________
 MK2086  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 MK2086  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 MK2086  HORZ ORDER      -  SECOND
 MK2086
 MK2086.The horizontal coordinates were established by classical geodetic methods
 MK2086.and adjusted by the National Geodetic Survey in August 1997.
 MK2086
 MK2086.The orthometric height was scaled from a topographic map.
 MK2086
 MK2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2086.GEOID18 height accuracy estimate available here.
 MK2086
 MK2086.Click photographs - Photos may exist for this station.
 MK2086
 MK2086.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2086
 MK2086. The following values were computed from the NAD 83(1995) position.
 MK2086
 MK2086;                    North         East     Units Scale Factor Converg.
 MK2086;SPC NE       -   150,765.783   764,976.479   MT  0.99967802   +2 05 34.5
 MK2086;SPC NE       -   494,637.41  2,509,760.33   sFT  0.99967802   +2 05 34.5
 MK2086;UTM  14      - 4,557,395.347   681,107.014   MT  1.00000369   +1 25 13.7
 MK2086
 MK2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2086!SPC NE       -   0.99993030  x   0.99967802  =   0.99960834
 MK2086!UTM  14      -   0.99993030  x   1.00000369  =   0.99993399
 MK2086
 MK2086:                Primary Azimuth Mark                     Grid Az
 MK2086:SPC NE       -  REBAR 224                                088 14 44.5
 MK2086:UTM  14      -  REBAR 224                                088 55 05.3
 MK2086
 MK2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8110757395(NAD 83)
 MK2086
 MK2086|---------------------------------------------------------------------|
 MK2086| PID    Reference Object                     Distance      Geod. Az  |
 MK2086|                                                           dddmmss.s |
 MK2086| MK2085 REBAR 224                           APPROX. 2.6 KM 0902019.0 |
 MK2086|---------------------------------------------------------------------|
 MK2086
 MK2086                          SUPERSEDED SURVEY CONTROL
 MK2086
 MK2086  NAD 83(1986)-  41 08 51.63277(N)    096 50 30.52544(W) AD(       ) 2
 MK2086
 MK2086.Superseded values are not recommended for survey control.
 MK2086
 MK2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2086.See file dsdata.pdf to determine how the superseded data were derived.
 MK2086
 MK2086_MARKER: I = METAL ROD
 MK2086_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2086+WITH SETTING: INFORMATION.
 MK2086_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2086
 MK2086  HISTORY     - Date     Condition        Report By
 MK2086  HISTORY     - 1967     MONUMENTED       USGS
 MK2086
 MK2086                          STATION DESCRIPTION
 MK2086
 MK2086'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2086'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-NORTHEAST OF LOMA, 4.6
 MK2086'MI (7.4 KM) NORTH OF VALPARAISO AND 1.4 MI (2.3 KM) NORTHWEST OF
 MK2086'TOUHY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2085 ***********************************************************************
 MK2085  DESIGNATION -  REBAR 224
 MK2085  PID         -  MK2085
 MK2085  STATE/COUNTY-  NE/SAUNDERS
 MK2085  COUNTRY     -  US
 MK2085  USGS QUAD   -  TOUHY (2017)
 MK2085
 MK2085                         *CURRENT SURVEY CONTROL
 MK2085  ______________________________________________________________________
 MK2085* NAD 83(1995) POSITION- 41 08 51.10817(N) 096 48 38.65845(W)   ADJUSTED
 MK2085* NAVD 88 ORTHO HEIGHT -   462.    (meters)     1516.    (feet) SCALED
 MK2085  ______________________________________________________________________
 MK2085  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 MK2085  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 MK2085  HORZ ORDER      -  SECOND
 MK2085
 MK2085.The horizontal coordinates were established by classical geodetic methods
 MK2085.and adjusted by the National Geodetic Survey in August 1997.
 MK2085
 MK2085.The orthometric height was scaled from a topographic map.
 MK2085
 MK2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2085.GEOID18 height accuracy estimate available here.
 MK2085
 MK2085.Click photographs - Photos may exist for this station.
 MK2085
 MK2085.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2085
 MK2085. The following values were computed from the NAD 83(1995) position.
 MK2085
 MK2085;                    North         East     Units Scale Factor Converg.
 MK2085;SPC NE       -   150,845.619   767,583.017   MT  0.99967804   +2 06 48.6
 MK2085;SPC NE       -   494,899.34  2,518,311.95   sFT  0.99967804   +2 06 48.6
 MK2085;UTM  14      - 4,557,444.601   683,715.173   MT  1.00001540   +1 26 27.4
 MK2085
 MK2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2085!SPC NE       -   0.99993171  x   0.99967804  =   0.99960978
 MK2085!UTM  14      -   0.99993171  x   1.00001540  =   0.99994711
 MK2085
 MK2085:                Primary Azimuth Mark                     Grid Az
 MK2085:SPC NE       -  REBAR 223                                268 14 44.1
 MK2085:UTM  14      -  REBAR 223                                268 55 05.3
 MK2085
 MK2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8371557444(NAD 83)
 MK2085
 MK2085|---------------------------------------------------------------------|
 MK2085| PID    Reference Object                     Distance      Geod. Az  |
 MK2085|                                                           dddmmss.s |
 MK2085| MK2086 REBAR 223                           APPROX. 2.6 KM 2702132.7 |
 MK2085|---------------------------------------------------------------------|
 MK2085
 MK2085                          SUPERSEDED SURVEY CONTROL
 MK2085
 MK2085  NAD 83(1986)-  41 08 51.11804(N)    096 48 38.66041(W) AD(       ) 2
 MK2085
 MK2085.Superseded values are not recommended for survey control.
 MK2085
 MK2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2085.See file dsdata.pdf to determine how the superseded data were derived.
 MK2085
 MK2085_MARKER: I = METAL ROD
 MK2085_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2085+WITH SETTING: INFORMATION.
 MK2085_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2085
 MK2085  HISTORY     - Date     Condition        Report By
 MK2085  HISTORY     - 1967     MONUMENTED       USGS
 MK2085
 MK2085                          STATION DESCRIPTION
 MK2085
 MK2085'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2085'THE MARK IS LOCATED ABOUT 7.0 MI (11.2 KM) EAST OF LOMA, 4.7 MI
 MK2085'(7.6 KM) NORTH-NORTHEAST OF VALPARAISO AND 1.2 MI (1.9 KM)
 MK2085'NORTH-NORTHEAST OF TOUHY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2079 ***********************************************************************
 MK2079  DESIGNATION -  REBAR 226
 MK2079  PID         -  MK2079
 MK2079  STATE/COUNTY-  NE/SAUNDERS
 MK2079  COUNTRY     -  US
 MK2079  USGS QUAD   -  CERESCO (2017)
 MK2079
 MK2079                         *CURRENT SURVEY CONTROL
 MK2079  ______________________________________________________________________
 MK2079* NAD 83(1995) POSITION- 41 07 06.06286(N) 096 41 16.30102(W)   ADJUSTED
 MK2079* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 MK2079  ______________________________________________________________________
 MK2079  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 MK2079  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 MK2079  HORZ ORDER      -  SECOND
 MK2079
 MK2079.The horizontal coordinates were established by classical geodetic methods
 MK2079.and adjusted by the National Geodetic Survey in August 1997.
 MK2079
 MK2079.The orthometric height was scaled from a topographic map.
 MK2079
 MK2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2079.GEOID18 height accuracy estimate available here.
 MK2079
 MK2079.Click photographs - Photos may exist for this station.
 MK2079
 MK2079.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2079
 MK2079. The following values were computed from the NAD 83(1995) position.
 MK2079
 MK2079;                    North         East     Units Scale Factor Converg.
 MK2079;SPC NE       -   147,996.107   778,011.677   MT  0.99968133   +2 11 41.8
 MK2079;SPC NE       -   485,550.56  2,552,526.64   sFT  0.99968133   +2 11 41.8
 MK2079;UTM  14      - 4,554,471.675   694,113.371   MT  1.00006376   +1 31 15.5
 MK2079
 MK2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2079!SPC NE       -   0.99993690  x   0.99968133  =   0.99961825
 MK2079!UTM  14      -   0.99993690  x   1.00006376  =   1.00000065
 MK2079
 MK2079:                Primary Azimuth Mark                     Grid Az
 MK2079:SPC NE       -  SODER                                    125 11 35.6
 MK2079:UTM  14      -  SODER                                    125 52 01.9
 MK2079
 MK2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9411354471(NAD 83)
 MK2079
 MK2079|---------------------------------------------------------------------|
 MK2079| PID    Reference Object                     Distance      Geod. Az  |
 MK2079|                                                           dddmmss.s |
 MK2079| MK2076 SODER                               APPROX. 5.8 KM 1272317.4 |
 MK2079|---------------------------------------------------------------------|
 MK2079
 MK2079                          SUPERSEDED SURVEY CONTROL
 MK2079
 MK2079  NAD 83(1986)-  41 07 06.07383(N)    096 41 16.30387(W) AD(       ) 2
 MK2079
 MK2079.Superseded values are not recommended for survey control.
 MK2079
 MK2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2079.See file dsdata.pdf to determine how the superseded data were derived.
 MK2079
 MK2079_MARKER: I = METAL ROD
 MK2079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2079+WITH SETTING: INFORMATION.
 MK2079_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2079
 MK2079  HISTORY     - Date     Condition        Report By
 MK2079  HISTORY     - 1967     MONUMENTED       USGS
 MK2079
 MK2079                          STATION DESCRIPTION
 MK2079
 MK2079'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2079'THE MARK IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTH-SOUTHWEST OF WAHOO,
 MK2079'7.1 MI (11.5 KM) EAST OF TOUHY AND 4.8 MI (7.7 KM) NORTH-NORTHWEST OF
 MK2079'CERESCO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2080 ***********************************************************************
 MK2080  DESIGNATION -  REBAR 23
 MK2080  PID         -  MK2080
 MK2080  STATE/COUNTY-  NE/LANCASTER
 MK2080  COUNTRY     -  US
 MK2080  USGS QUAD   -  CERESCO (2017)
 MK2080
 MK2080                         *CURRENT SURVEY CONTROL
 MK2080  ______________________________________________________________________
 MK2080* NAD 83(1995) POSITION- 41 01 00.11076(N) 096 43 45.25871(W)   ADJUSTED
 MK2080* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 MK2080  ______________________________________________________________________
 MK2080  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 MK2080  LAPLACE CORR    -          4.81  (seconds)                    DEFLEC18
 MK2080  HORZ ORDER      -  SECOND
 MK2080
 MK2080.The horizontal coordinates were established by classical geodetic methods
 MK2080.and adjusted by the National Geodetic Survey in August 1997.
 MK2080
 MK2080.The orthometric height was scaled from a topographic map.
 MK2080
 MK2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2080.GEOID18 height accuracy estimate available here.
 MK2080
 MK2080.Click photographs - Photos may exist for this station.
 MK2080
 MK2080.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2080
 MK2080. The following values were computed from the NAD 83(1995) position.
 MK2080
 MK2080;                    North         East     Units Scale Factor Converg.
 MK2080;SPC NE       -   136,586.351   774,967.101   MT  0.99969480   +2 10 03.1
 MK2080;SPC NE       -   448,117.05  2,542,537.90   sFT  0.99969480   +2 10 03.1
 MK2080;UTM  14      - 4,543,094.409   690,933.339   MT  1.00004870   +1 29 26.5
 MK2080
 MK2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2080!SPC NE       -   0.99993765  x   0.99969480  =   0.99963246
 MK2080!UTM  14      -   0.99993765  x   1.00004870  =   0.99998634
 MK2080
 MK2080:                Primary Azimuth Mark                     Grid Az
 MK2080:SPC NE       -  OLIVER                                   268 26 34.2
 MK2080:UTM  14      -  OLIVER                                   269 07 10.8
 MK2080
 MK2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9093343094(NAD 83)
 MK2080
 MK2080|---------------------------------------------------------------------|
 MK2080| PID    Reference Object                     Distance      Geod. Az  |
 MK2080|                                                           dddmmss.s |
 MK2080| MK2087 OLIVER                              APPROX. 2.5 KM 2703637.3 |
 MK2080|---------------------------------------------------------------------|
 MK2080
 MK2080                          SUPERSEDED SURVEY CONTROL
 MK2080
 MK2080  NAD 83(1986)-  41 01 00.12137(N)    096 43 45.26056(W) AD(       ) 2
 MK2080
 MK2080.Superseded values are not recommended for survey control.
 MK2080
 MK2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2080.See file dsdata.pdf to determine how the superseded data were derived.
 MK2080
 MK2080_MARKER: I = METAL ROD
 MK2080_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2080+WITH SETTING: INFORMATION.
 MK2080_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2080
 MK2080  HISTORY     - Date     Condition        Report By
 MK2080  HISTORY     - 1967     MONUMENTED       USGS
 MK2080
 MK2080                          STATION DESCRIPTION
 MK2080
 MK2080'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2080'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF CERESCO,
 MK2080'5.0 MI (8.0 KM) NORTHEAST OF RAYMOND AND 3.9 MI (6.2 KM)
 MK2080'WEST-NORTHWEST OF DAVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2074 ***********************************************************************
 MK2074  DESIGNATION -  REBAR 230
 MK2074  PID         -  MK2074
 MK2074  STATE/COUNTY-  NE/SAUNDERS
 MK2074  COUNTRY     -  US
 MK2074  USGS QUAD   -  WAHOO SE (2017)
 MK2074
 MK2074                         *CURRENT SURVEY CONTROL
 MK2074  ______________________________________________________________________
 MK2074* NAD 83(1995) POSITION- 41 07 03.90926(N) 096 30 04.48896(W)   ADJUSTED
 MK2074* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 MK2074  ______________________________________________________________________
 MK2074  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 MK2074  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 MK2074  HORZ ORDER      -  SECOND
 MK2074
 MK2074.The horizontal coordinates were established by classical geodetic methods
 MK2074.and adjusted by the National Geodetic Survey in August 1997.
 MK2074
 MK2074.The orthometric height was scaled from a topographic map.
 MK2074
 MK2074.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2074.GEOID18 height accuracy estimate available here.
 MK2074
 MK2074.Click photographs - Photos may exist for this station.
 MK2074
 MK2074.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2074
 MK2074. The following values were computed from the NAD 83(1995) position.
 MK2074
 MK2074;                    North         East     Units Scale Factor Converg.
 MK2074;SPC NE       -   148,546.711   793,669.938   MT  0.99968140   +2 19 07.0
 MK2074;SPC NE       -   487,357.00  2,603,898.79   sFT  0.99968140   +2 19 07.0
 MK2074;UTM  14      - 4,554,838.096   709,783.622   MT  1.00014167   +1 38 37.7
 MK2074
 MK2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2074!SPC NE       -   0.99994565  x   0.99968140  =   0.99962706
 MK2074!UTM  14      -   0.99994565  x   1.00014167  =   1.00008731
 MK2074
 MK2074:                Primary Azimuth Mark                     Grid Az
 MK2074:SPC NE       -  MOSQUITO                                 268 05 00.2
 MK2074:UTM  14      -  MOSQUITO                                 268 45 29.5
 MK2074
 MK2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0978354838(NAD 83)
 MK2074
 MK2074|---------------------------------------------------------------------|
 MK2074| PID    Reference Object                     Distance      Geod. Az  |
 MK2074|                                                           dddmmss.s |
 MK2074| MK2072 MOSQUITO                            APPROX. 2.5 KM 2702407.2 |
 MK2074|---------------------------------------------------------------------|
 MK2074
 MK2074                          SUPERSEDED SURVEY CONTROL
 MK2074
 MK2074  NAD 83(1986)-  41 07 03.92222(N)    096 30 04.49293(W) AD(       ) 2
 MK2074
 MK2074.Superseded values are not recommended for survey control.
 MK2074
 MK2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2074.See file dsdata.pdf to determine how the superseded data were derived.
 MK2074
 MK2074_MARKER: I = METAL ROD
 MK2074_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2074+WITH SETTING: INFORMATION.
 MK2074_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2074
 MK2074  HISTORY     - Date     Condition        Report By
 MK2074  HISTORY     - 1967     MONUMENTED       USGS
 MK2074
 MK2074                          STATION DESCRIPTION
 MK2074
 MK2074'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2074'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF CERESCO,
 MK2074'7.9 MI (12.7 KM) WEST-SOUTHWEST OF WANN AND 7.6 MI (12.3 KM) SOUTH OF
 MK2074'MEAD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2033 ***********************************************************************
 MK2033  DESIGNATION -  REBAR 231
 MK2033  PID         -  MK2033
 MK2033  STATE/COUNTY-  NE/SAUNDERS
 MK2033  COUNTRY     -  US
 MK2033  USGS QUAD   -  MEAD (2017)
 MK2033
 MK2033                         *CURRENT SURVEY CONTROL
 MK2033  ______________________________________________________________________
 MK2033* NAD 83(1995) POSITION- 41 08 35.80091(N) 096 25 32.06797(W)   ADJUSTED
 MK2033* NAVD 88 ORTHO HEIGHT -   359.    (meters)     1178.    (feet) SCALED
 MK2033  ______________________________________________________________________
 MK2033  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 MK2033  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 MK2033  HORZ ORDER      -  SECOND
 MK2033
 MK2033.The horizontal coordinates were established by classical geodetic methods
 MK2033.and adjusted by the National Geodetic Survey in August 1997.
 MK2033
 MK2033.The orthometric height was scaled from a topographic map.
 MK2033
 MK2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2033.GEOID18 height accuracy estimate available here.
 MK2033
 MK2033.Click photographs - Photos may exist for this station.
 MK2033
 MK2033.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2033
 MK2033. The following values were computed from the NAD 83(1995) position.
 MK2033
 MK2033;                    North         East     Units Scale Factor Converg.
 MK2033;SPC NE       -   151,637.960   799,900.848   MT  0.99967850   +2 22 07.5
 MK2033;SPC NE       -   497,498.87  2,624,341.37   sFT  0.99967850   +2 22 07.5
 MK2033;UTM  14      - 4,557,857.218   716,053.490   MT  1.00017453   +1 41 40.1
 MK2033
 MK2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2033!SPC NE       -   0.99994785  x   0.99967850  =   0.99962637
 MK2033!UTM  14      -   0.99994785  x   1.00017453  =   1.00012237
 MK2033
 MK2033:                Primary Azimuth Mark                     Grid Az
 MK2033:SPC NE       -  REBAR 230                                243 36 47.2
 MK2033:UTM  14      -  REBAR 230                                244 17 14.6
 MK2033
 MK2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1605357857(NAD 83)
 MK2033
 MK2033|---------------------------------------------------------------------|
 MK2033| PID    Reference Object                     Distance      Geod. Az  |
 MK2033|                                                           dddmmss.s |
 MK2033| MK2074 REBAR 230                           APPROX. 7.0 KM 2455854.7 |
 MK2033|---------------------------------------------------------------------|
 MK2033
 MK2033                          SUPERSEDED SURVEY CONTROL
 MK2033
 MK2033  NAD 83(1986)-  41 08 35.81269(N)    096 25 32.07154(W) AD(       ) 2
 MK2033
 MK2033.Superseded values are not recommended for survey control.
 MK2033
 MK2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2033.See file dsdata.pdf to determine how the superseded data were derived.
 MK2033
 MK2033_MARKER: I = METAL ROD
 MK2033_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2033+WITH SETTING: INFORMATION.
 MK2033_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2033
 MK2033  HISTORY     - Date     Condition        Report By
 MK2033  HISTORY     - 1967     MONUMENTED       USGS
 MK2033
 MK2033                          STATION DESCRIPTION
 MK2033
 MK2033'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2033'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF ASHLAND,
 MK2033'6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF MEAD AND 3.7 MI (6.0 KM) WEST OF
 MK2033'WANN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2013 ***********************************************************************
 MK2013  DESIGNATION -  REBAR 233
 MK2013  PID         -  MK2013
 MK2013  STATE/COUNTY-  NE/SAUNDERS
 MK2013  COUNTRY     -  US
 MK2013  USGS QUAD   -  ASHLAND WEST (2017)
 MK2013
 MK2013                         *CURRENT SURVEY CONTROL
 MK2013  ______________________________________________________________________
 MK2013* NAD 83(1995) POSITION- 41 06 26.24238(N) 096 23 27.08855(W)   ADJUSTED
 MK2013* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 MK2013  ______________________________________________________________________
 MK2013  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 MK2013  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 MK2013  HORZ ORDER      -  SECOND
 MK2013
 MK2013.The horizontal coordinates were established by classical geodetic methods
 MK2013.and adjusted by the National Geodetic Survey in August 1997.
 MK2013
 MK2013.The orthometric height was scaled from a topographic map.
 MK2013
 MK2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2013.GEOID18 height accuracy estimate available here.
 MK2013
 MK2013.Click photographs - Photos may exist for this station.
 MK2013
 MK2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2013
 MK2013. The following values were computed from the NAD 83(1995) position.
 MK2013
 MK2013;                    North         East     Units Scale Factor Converg.
 MK2013;SPC NE       -   147,766.975   802,978.682   MT  0.99968264   +2 23 30.4
 MK2013;SPC NE       -   484,798.82  2,634,439.23   sFT  0.99968264   +2 23 30.4
 MK2013;UTM  14      - 4,553,948.283   719,087.033   MT  1.00019079   +1 42 58.0
 MK2013
 MK2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2013!SPC NE       -   0.99994956  x   0.99968264  =   0.99963221
 MK2013!UTM  14      -   0.99994956  x   1.00019079  =   1.00014034
 MK2013
 MK2013:                Primary Azimuth Mark                     Grid Az
 MK2013:SPC NE       -  REBAR 232                                211 21 30.6
 MK2013:UTM  14      -  REBAR 232                                212 02 03.0
 MK2013
 MK2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1908753948(NAD 83)
 MK2013
 MK2013|---------------------------------------------------------------------|
 MK2013| PID    Reference Object                     Distance      Geod. Az  |
 MK2013|                                                           dddmmss.s |
 MK2013| MK2014 REBAR 232                           APPROX. 5.3 KM 2134501.0 |
 MK2013|---------------------------------------------------------------------|
 MK2013
 MK2013                          SUPERSEDED SURVEY CONTROL
 MK2013
 MK2013  NAD 83(1986)-  41 06 26.25386(N)    096 23 27.09167(W) AD(       ) 2
 MK2013
 MK2013.Superseded values are not recommended for survey control.
 MK2013
 MK2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2013.See file dsdata.pdf to determine how the superseded data were derived.
 MK2013
 MK2013_MARKER: I = METAL ROD
 MK2013_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2013+WITH SETTING: INFORMATION.
 MK2013_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2013
 MK2013  HISTORY     - Date     Condition        Report By
 MK2013  HISTORY     - 1967     MONUMENTED       USGS
 MK2013
 MK2013                          STATION DESCRIPTION
 MK2013
 MK2013'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2013'THE MARK IS LOCATED ABOUT 8.2 MI (13.3 KM) WEST-SOUTHWEST OF GRETNA,
 MK2013'4.8 MI (7.8 KM) NORTH-NORTHWEST OF ASHLAND AND 3.3 MI (5.3 KM)
 MK2013'SOUTHWEST OF WANN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2008 ***********************************************************************
 MK2008  DESIGNATION -  REBAR 235
 MK2008  PID         -  MK2008
 MK2008  STATE/COUNTY-  NE/SARPY
 MK2008  COUNTRY     -  US
 MK2008  USGS QUAD   -  WANN (2017)
 MK2008
 MK2008                         *CURRENT SURVEY CONTROL
 MK2008  ______________________________________________________________________
 MK2008* NAD 83(1995) POSITION- 41 10 19.88018(N) 096 16 45.91027(W)   ADJUSTED
 MK2008* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 MK2008  ______________________________________________________________________
 MK2008  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 MK2008  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 MK2008  HORZ ORDER      -  SECOND
 MK2008
 MK2008.The horizontal coordinates were established by classical geodetic methods
 MK2008.and adjusted by the National Geodetic Survey in August 1997.
 MK2008
 MK2008.The orthometric height was scaled from a topographic map.
 MK2008
 MK2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2008.GEOID18 height accuracy estimate available here.
 MK2008
 MK2008.Click photographs - Photos may exist for this station.
 MK2008
 MK2008.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2008
 MK2008. The following values were computed from the NAD 83(1995) position.
 MK2008
 MK2008;                    North         East     Units Scale Factor Converg.
 MK2008;SPC NE       -   155,362.039   812,018.010   MT  0.99967546   +2 27 56.2
 MK2008;SPC NE       -   509,716.96  2,664,095.75   sFT  0.99967546   +2 27 56.2
 MK2008;UTM  14      - 4,561,440.390   728,220.078   MT  1.00024106   +1 47 30.5
 MK2008
 MK2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2008!SPC NE       -   0.99994302  x   0.99967546  =   0.99961849
 MK2008!UTM  14      -   0.99994302  x   1.00024106  =   1.00018406
 MK2008
 MK2008:                Primary Azimuth Mark                     Grid Az
 MK2008:SPC NE       -  REBAR 236                                125 53 07.1
 MK2008:UTM  14      -  REBAR 236                                126 33 32.8
 MK2008
 MK2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2822061440(NAD 83)
 MK2008
 MK2008|---------------------------------------------------------------------|
 MK2008| PID    Reference Object                     Distance      Geod. Az  |
 MK2008|                                                           dddmmss.s |
 MK2008| MK2007 REBAR 236                           APPROX. 1.9 KM 1282103.3 |
 MK2008|---------------------------------------------------------------------|
 MK2008
 MK2008                          SUPERSEDED SURVEY CONTROL
 MK2008
 MK2008  NAD 83(1986)-  41 10 19.88986(N)    096 16 45.91236(W) AD(       ) 2
 MK2008
 MK2008.Superseded values are not recommended for survey control.
 MK2008
 MK2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2008.See file dsdata.pdf to determine how the superseded data were derived.
 MK2008
 MK2008_MARKER: I = METAL ROD
 MK2008_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2008+WITH SETTING: INFORMATION.
 MK2008_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2008
 MK2008  HISTORY     - Date     Condition        Report By
 MK2008  HISTORY     - 1967     MONUMENTED       USGS
 MK2008
 MK2008                          STATION DESCRIPTION
 MK2008
 MK2008'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2008'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF ELKHORN,
 MK2008'4.3 MI (7.0 KM) EAST-NORTHEAST OF WANN AND 3.0 MI (4.8 KM) NORTHWEST
 MK2008'OF GRETNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2007 ***********************************************************************
 MK2007  DESIGNATION -  REBAR 236
 MK2007  PID         -  MK2007
 MK2007  STATE/COUNTY-  NE/SARPY
 MK2007  COUNTRY     -  US
 MK2007  USGS QUAD   -  WANN (2017)
 MK2007
 MK2007                         *CURRENT SURVEY CONTROL
 MK2007  ______________________________________________________________________
 MK2007* NAD 83(1995) POSITION- 41 09 40.96118(N) 096 15 40.82966(W)   ADJUSTED
 MK2007* NAVD 88 ORTHO HEIGHT -   395.    (meters)     1296.    (feet) SCALED
 MK2007  ______________________________________________________________________
 MK2007  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 MK2007  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 MK2007  HORZ ORDER      -  SECOND
 MK2007
 MK2007.The horizontal coordinates were established by classical geodetic methods
 MK2007.and adjusted by the National Geodetic Survey in August 1997.
 MK2007
 MK2007.The orthometric height was scaled from a topographic map.
 MK2007
 MK2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2007.GEOID18 height accuracy estimate available here.
 MK2007
 MK2007.Click photographs - Photos may exist for this station.
 MK2007
 MK2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2007
 MK2007. The following values were computed from the NAD 83(1995) position.
 MK2007
 MK2007;                    North         East     Units Scale Factor Converg.
 MK2007;SPC NE       -   154,228.329   813,585.017   MT  0.99967657   +2 28 39.4
 MK2007;SPC NE       -   505,997.44  2,669,236.84   sFT  0.99967657   +2 28 39.4
 MK2007;UTM  14      - 4,560,287.668   729,774.525   MT  1.00024983   +1 48 12.0
 MK2007
 MK2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2007!SPC NE       -   0.99994223  x   0.99967657  =   0.99961881
 MK2007!UTM  14      -   0.99994223  x   1.00024983  =   1.00019204
 MK2007
 MK2007:                Primary Azimuth Mark                     Grid Az
 MK2007:SPC NE       -  REBAR 235                                305 53 06.7
 MK2007:UTM  14      -  REBAR 235                                306 33 34.1
 MK2007
 MK2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2977460287(NAD 83)
 MK2007
 MK2007|---------------------------------------------------------------------|
 MK2007| PID    Reference Object                     Distance      Geod. Az  |
 MK2007|                                                           dddmmss.s |
 MK2007| MK2008 REBAR 235                           APPROX. 1.9 KM 3082146.1 |
 MK2007|---------------------------------------------------------------------|
 MK2007
 MK2007                          SUPERSEDED SURVEY CONTROL
 MK2007
 MK2007  NAD 83(1986)-  41 09 40.97055(N)    096 15 40.83191(W) AD(       ) 2
 MK2007
 MK2007.Superseded values are not recommended for survey control.
 MK2007
 MK2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2007.See file dsdata.pdf to determine how the superseded data were derived.
 MK2007
 MK2007_MARKER: I = METAL ROD
 MK2007_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2007+WITH SETTING: INFORMATION.
 MK2007_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2007
 MK2007  HISTORY     - Date     Condition        Report By
 MK2007  HISTORY     - 1967     MONUMENTED       USGS
 MK2007
 MK2007                          STATION DESCRIPTION
 MK2007
 MK2007'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2007'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTHWEST OF SPRINGFIELD,
 MK2007'5.0 MI (8.1 KM) EAST-NORTHEAST OF WANN AND 1.8 MI (2.9 KM) NORTHWEST
 MK2007'OF GRETNA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1996 ***********************************************************************
 MK1996  DESIGNATION -  REBAR 28
 MK1996  PID         -  MK1996
 MK1996  STATE/COUNTY-  NE/SARPY
 MK1996  COUNTRY     -  US
 MK1996  USGS QUAD   -  SPRINGFIELD (2017)
 MK1996
 MK1996                         *CURRENT SURVEY CONTROL
 MK1996  ______________________________________________________________________
 MK1996* NAD 83(1995) POSITION- 41 05 29.42859(N) 096 09 27.27655(W)   ADJUSTED
 MK1996* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 MK1996  ______________________________________________________________________
 MK1996  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 MK1996  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 MK1996  HORZ ORDER      -  SECOND
 MK1996
 MK1996.The horizontal coordinates were established by classical geodetic methods
 MK1996.and adjusted by the National Geodetic Survey in August 1997.
 MK1996
 MK1996.The orthometric height was scaled from a topographic map.
 MK1996
 MK1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1996.GEOID18 height accuracy estimate available here.
 MK1996
 MK1996.Click photographs - Photos may exist for this station.
 MK1996
 MK1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1996
 MK1996. The following values were computed from the NAD 83(1995) position.
 MK1996
 MK1996;                    North         East     Units Scale Factor Converg.
 MK1996;SPC NE       -   146,860.517   822,627.401   MT  0.99968458   +2 32 46.9
 MK1996;SPC NE       -   481,824.88  2,698,903.40   sFT  0.99968458   +2 32 46.9
 MK1996;UTM  14      - 4,552,809.275   738,734.715   MT  1.00030151   +1 52 08.8
 MK1996
 MK1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1996!SPC NE       -   0.99994801  x   0.99968458  =   0.99963261
 MK1996!UTM  14      -   0.99994801  x   1.00030151  =   1.00024951
 MK1996
 MK1996:                Primary Azimuth Mark                     Grid Az
 MK1996:SPC NE       -  BUFFALO                                  177 24 20.1
 MK1996:UTM  14      -  BUFFALO                                  178 04 58.2
 MK1996
 MK1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3873452809(NAD 83)
 MK1996
 MK1996|---------------------------------------------------------------------|
 MK1996| PID    Reference Object                     Distance      Geod. Az  |
 MK1996|                                                           dddmmss.s |
 MK1996| MK1995 BUFFALO                             APPROX. 4.6 KM 1795707.0 |
 MK1996|---------------------------------------------------------------------|
 MK1996
 MK1996                          SUPERSEDED SURVEY CONTROL
 MK1996
 MK1996  NAD 83(1986)-  41 05 29.43879(N)    096 09 27.27826(W) AD(       ) 2
 MK1996
 MK1996.Superseded values are not recommended for survey control.
 MK1996
 MK1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1996.See file dsdata.pdf to determine how the superseded data were derived.
 MK1996
 MK1996_MARKER: I = METAL ROD
 MK1996_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1996+WITH SETTING: INFORMATION.
 MK1996_MAGNETIC: I = MARKER IS A STEEL ROD
 MK1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1996
 MK1996  HISTORY     - Date     Condition        Report By
 MK1996  HISTORY     - 1968     MONUMENTED       USGS
 MK1996
 MK1996                          STATION DESCRIPTION
 MK1996
 MK1996'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MK1996'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF GRETNA, 4.9 MI
 MK1996'(7.8 KM) NORTHWEST OF CEDAR CREEK AND 1.4 MI (2.2 KM) WEST-NORTHWEST
 MK1996'OF SPRINGFIELD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0967 ***********************************************************************
 LG0967  DESIGNATION -  REBAR 30
 LG0967  PID         -  LG0967
 LG0967  STATE/COUNTY-  NE/CASS
 LG0967  COUNTRY     -  US
 LG0967  USGS QUAD   -  MANLEY (2017)
 LG0967
 LG0967                         *CURRENT SURVEY CONTROL
 LG0967  ______________________________________________________________________
 LG0967* NAD 83(1995) POSITION- 40 59 18.58224(N) 096 08 23.08739(W)   ADJUSTED
 LG0967* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 LG0967  ______________________________________________________________________
 LG0967  GEOID HEIGHT    -        -26.536 (meters)                     GEOID18
 LG0967  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 LG0967  HORZ ORDER      -  SECOND
 LG0967
 LG0967.The horizontal coordinates were established by classical geodetic methods
 LG0967.and adjusted by the National Geodetic Survey in August 1997.
 LG0967
 LG0967.The orthometric height was scaled from a topographic map.
 LG0967
 LG0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0967.GEOID18 height accuracy estimate available here.
 LG0967
 LG0967.Click photographs - Photos may exist for this station.
 LG0967
 LG0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0967
 LG0967. The following values were computed from the NAD 83(1995) position.
 LG0967
 LG0967;                    North         East     Units Scale Factor Converg.
 LG0967;SPC NE       -   135,502.070   824,633.979   MT  0.99969909   +2 33 29.4
 LG0967;SPC NE       -   444,559.71  2,705,486.65   sFT  0.99969909   +2 33 29.4
 LG0967;UTM  14      - 4,541,420.833   740,607.655   MT  1.00031258   +1 52 37.1
 LG0967
 LG0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0967!SPC NE       -   0.99994439  x   0.99969909  =   0.99964349
 LG0967!UTM  14      -   0.99994439  x   1.00031258  =   1.00025695
 LG0967
 LG0967:                Primary Azimuth Mark                     Grid Az
 LG0967:SPC NE       -  BUFFALO                                  345 05 15.0
 LG0967:UTM  14      -  BUFFALO                                  345 46 07.3
 LG0967
 LG0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4060741420(NAD 83)
 LG0967
 LG0967|---------------------------------------------------------------------|
 LG0967| PID    Reference Object                     Distance      Geod. Az  |
 LG0967|                                                           dddmmss.s |
 LG0967| MK1995 BUFFALO                             APPROX. 7.0 KM 3473844.4 |
 LG0967|---------------------------------------------------------------------|
 LG0967
 LG0967                          SUPERSEDED SURVEY CONTROL
 LG0967
 LG0967  NAD 83(1986)-  40 59 18.59287(N)    096 08 23.08680(W) AD(       ) 2
 LG0967
 LG0967.Superseded values are not recommended for survey control.
 LG0967
 LG0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0967.See file dsdata.pdf to determine how the superseded data were derived.
 LG0967
 LG0967_MARKER: I = METAL ROD
 LG0967_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0967+WITH SETTING: INFORMATION.
 LG0967_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0967
 LG0967  HISTORY     - Date     Condition        Report By
 LG0967  HISTORY     - 1968     MONUMENTED       USGS
 LG0967
 LG0967                          STATION DESCRIPTION
 LG0967
 LG0967'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LG0967'THE MARK IS LOCATED ABOUT 6.5 MI (10.4 KM) SOUTH OF SPRINGFIELD, 4.9
 LG0967'MI (7.9 KM) NORTH-NORTHEAST OF MANLEY AND 3.9 MI (6.3 KM)
 LG0967'SOUTH-SOUTHWEST OF CEDAR CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2092 ***********************************************************************
 MK2092  DESIGNATION -  REBAR 312
 MK2092  PID         -  MK2092
 MK2092  STATE/COUNTY-  NE/LANCASTER
 MK2092  COUNTRY     -  US
 MK2092  USGS QUAD   -  VALPARAISO (2017)
 MK2092
 MK2092                         *CURRENT SURVEY CONTROL
 MK2092  ______________________________________________________________________
 MK2092* NAD 83(1995) POSITION- 41 01 53.75371(N) 096 52 15.51334(W)   ADJUSTED
 MK2092* NAVD 88 ORTHO HEIGHT -   453.    (meters)     1486.    (feet) SCALED
 MK2092  ______________________________________________________________________
 MK2092  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 MK2092  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 MK2092  HORZ ORDER      -  SECOND
 MK2092
 MK2092.The horizontal coordinates were established by classical geodetic methods
 MK2092.and adjusted by the National Geodetic Survey in August 1997.
 MK2092
 MK2092.The orthometric height was scaled from a topographic map.
 MK2092
 MK2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2092.GEOID18 height accuracy estimate available here.
 MK2092
 MK2092.Click photographs - Photos may exist for this station.
 MK2092
 MK2092.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2092
 MK2092. The following values were computed from the NAD 83(1995) position.
 MK2092
 MK2092;                    North         East     Units Scale Factor Converg.
 MK2092;SPC NE       -   137,798.552   762,996.953   MT  0.99969263   +2 04 24.9
 MK2092;SPC NE       -   452,094.08  2,503,265.84   sFT  0.99969263   +2 04 24.9
 MK2092;UTM  14      - 4,544,448.235   678,974.415   MT  0.99999425   +1 23 52.9
 MK2092
 MK2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2092!SPC NE       -   0.99993313  x   0.99969263  =   0.99962578
 MK2092!UTM  14      -   0.99993313  x   0.99999425  =   0.99992738
 MK2092
 MK2092:                Primary Azimuth Mark                     Grid Az
 MK2092:SPC NE       -  JOHNSON ET                               196 30 47.7
 MK2092:UTM  14      -  JOHNSON ET                               197 11 19.7
 MK2092
 MK2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7897444448(NAD 83)
 MK2092
 MK2092|---------------------------------------------------------------------|
 MK2092| PID    Reference Object                     Distance      Geod. Az  |
 MK2092|                                                           dddmmss.s |
 MK2092| MK2093 JOHNSON ET                          APPROX. 1.7 KM 1983512.6 |
 MK2092|---------------------------------------------------------------------|
 MK2092
 MK2092                          SUPERSEDED SURVEY CONTROL
 MK2092
 MK2092  NAD 83(1986)-  41 01 53.76342(N)    096 52 15.51422(W) AD(       ) 2
 MK2092
 MK2092.Superseded values are not recommended for survey control.
 MK2092
 MK2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2092.See file dsdata.pdf to determine how the superseded data were derived.
 MK2092
 MK2092_MARKER: I = METAL ROD
 MK2092_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2092+WITH SETTING: INFORMATION.
 MK2092_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2092
 MK2092  HISTORY     - Date     Condition        Report By
 MK2092  HISTORY     - 1967     MONUMENTED       USGS
 MK2092
 MK2092                          STATION DESCRIPTION
 MK2092
 MK2092'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2092'THE MARK IS LOCATED ABOUT 7.4 MI (12.0 KM) SOUTH-SOUTHWEST OF TOUHY,
 MK2092'6.9 MI (11.1 KM) NORTHWEST OF RAYMOND AND 4.0 MI (6.5 KM)
 MK2092'SOUTH-SOUTHWEST OF VALPARAISO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2090 ***********************************************************************
 MK2090  DESIGNATION -  REBAR 313
 MK2090  PID         -  MK2090
 MK2090  STATE/COUNTY-  NE/SAUNDERS
 MK2090  COUNTRY     -  US
 MK2090  USGS QUAD   -  VALPARAISO (2017)
 MK2090
 MK2090                         *CURRENT SURVEY CONTROL
 MK2090  ______________________________________________________________________
 MK2090* NAD 83(1995) POSITION- 41 03 46.40623(N) 096 52 12.90712(W)   ADJUSTED
 MK2090* NAVD 88 ORTHO HEIGHT -   453.    (meters)     1486.    (feet) SCALED
 MK2090  ______________________________________________________________________
 MK2090  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 MK2090  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 MK2090  HORZ ORDER      -  SECOND
 MK2090
 MK2090.The horizontal coordinates were established by classical geodetic methods
 MK2090.and adjusted by the National Geodetic Survey in August 1997.
 MK2090
 MK2090.The orthometric height was scaled from a topographic map.
 MK2090
 MK2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2090.GEOID18 height accuracy estimate available here.
 MK2090
 MK2090.Click photographs - Photos may exist for this station.
 MK2090
 MK2090.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2090
 MK2090. The following values were computed from the NAD 83(1995) position.
 MK2090
 MK2090;                    North         East     Units Scale Factor Converg.
 MK2090;SPC NE       -   141,272.571   762,932.042   MT  0.99968829   +2 04 26.7
 MK2090;SPC NE       -   463,491.76  2,503,052.87   sFT  0.99968829   +2 04 26.7
 MK2090;UTM  14      - 4,547,923.833   678,950.436   MT  0.99999414   +1 23 57.7
 MK2090
 MK2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2090!SPC NE       -   0.99993313  x   0.99968829  =   0.99962144
 MK2090!UTM  14      -   0.99993313  x   0.99999414  =   0.99992727
 MK2090
 MK2090:                Primary Azimuth Mark                     Grid Az
 MK2090:SPC NE       -  REBAR 312                                178 55 46.4
 MK2090:UTM  14      -  REBAR 312                                179 36 15.4
 MK2090
 MK2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7895047923(NAD 83)
 MK2090
 MK2090|---------------------------------------------------------------------|
 MK2090| PID    Reference Object                     Distance      Geod. Az  |
 MK2090|                                                           dddmmss.s |
 MK2090| MK2092 REBAR 312                           APPROX. 3.5 KM 1810013.1 |
 MK2090|---------------------------------------------------------------------|
 MK2090
 MK2090                          SUPERSEDED SURVEY CONTROL
 MK2090
 MK2090  NAD 83(1986)-  41 03 46.41595(N)    096 52 12.90812(W) AD(       ) 2
 MK2090
 MK2090.Superseded values are not recommended for survey control.
 MK2090
 MK2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2090.See file dsdata.pdf to determine how the superseded data were derived.
 MK2090
 MK2090_MARKER: I = METAL ROD
 MK2090_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2090+WITH SETTING: INFORMATION.
 MK2090_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2090
 MK2090  HISTORY     - Date     Condition        Report By
 MK2090  HISTORY     - 1967     MONUMENTED       USGS
 MK2090
 MK2090                          STATION DESCRIPTION
 MK2090
 MK2090'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2090'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) SOUTHEAST OF LOMA, 5.4 MI
 MK2090'(8.8 KM) SOUTH-SOUTHWEST OF TOUHY AND 2.4 MI (3.9 KM) WEST-SOUTHWEST
 MK2090'OF VALPARAISO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2091 ***********************************************************************
 MK2091  DESIGNATION -  REBAR 323
 MK2091  PID         -  MK2091
 MK2091  STATE/COUNTY-  NE/SAUNDERS
 MK2091  COUNTRY     -  US
 MK2091  USGS QUAD   -  VALPARAISO (2017)
 MK2091
 MK2091                         *CURRENT SURVEY CONTROL
 MK2091  ______________________________________________________________________
 MK2091* NAD 83(1995) POSITION- 41 03 55.14495(N) 096 46 27.85752(W)   ADJUSTED
 MK2091* NAVD 88 ORTHO HEIGHT -   444.    (meters)     1457.    (feet) SCALED
 MK2091  ______________________________________________________________________
 MK2091  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 MK2091  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 MK2091  HORZ ORDER      -  SECOND
 MK2091
 MK2091.The horizontal coordinates were established by classical geodetic methods
 MK2091.and adjusted by the National Geodetic Survey in August 1997.
 MK2091
 MK2091.The orthometric height was scaled from a topographic map.
 MK2091
 MK2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2091.GEOID18 height accuracy estimate available here.
 MK2091
 MK2091.Click photographs - Photos may exist for this station.
 MK2091
 MK2091.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2091
 MK2091. The following values were computed from the NAD 83(1995) position.
 MK2091
 MK2091;                    North         East     Units Scale Factor Converg.
 MK2091;SPC NE       -   141,837.823   770,970.484   MT  0.99968797   +2 08 15.3
 MK2091;SPC NE       -   465,346.26  2,529,425.66   sFT  0.99968797   +2 08 15.3
 MK2091;UTM  14      - 4,548,394.511   686,997.585   MT  1.00003039   +1 27 44.9
 MK2091
 MK2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2091!SPC NE       -   0.99993454  x   0.99968797  =   0.99962253
 MK2091!UTM  14      -   0.99993454  x   1.00003039  =   0.99996493
 MK2091
 MK2091:                Primary Azimuth Mark                     Grid Az
 MK2091:SPC NE       -  OLIVER                                   163 48 56.7
 MK2091:UTM  14      -  OLIVER                                   164 29 27.1
 MK2091
 MK2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8699748394(NAD 83)
 MK2091
 MK2091|---------------------------------------------------------------------|
 MK2091| PID    Reference Object                     Distance      Geod. Az  |
 MK2091|                                                           dddmmss.s |
 MK2091| MK2087 OLIVER                              APPROX. 5.5 KM 1655712.0 |
 MK2091|---------------------------------------------------------------------|
 MK2091
 MK2091                          SUPERSEDED SURVEY CONTROL
 MK2091
 MK2091  NAD 83(1986)-  41 03 55.15528(N)    096 46 27.85933(W) AD(       ) 2
 MK2091
 MK2091.Superseded values are not recommended for survey control.
 MK2091
 MK2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2091.See file dsdata.pdf to determine how the superseded data were derived.
 MK2091
 MK2091_MARKER: I = METAL ROD
 MK2091_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2091+WITH SETTING: INFORMATION.
 MK2091_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2091
 MK2091  HISTORY     - Date     Condition        Report By
 MK2091  HISTORY     - 1967     MONUMENTED       USGS
 MK2091
 MK2091                          STATION DESCRIPTION
 MK2091
 MK2091'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2091'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) WEST OF CERESCO, 5.3 MI
 MK2091'(8.6 KM) SOUTH-SOUTHEAST OF TOUHY AND 3.2 MI (5.1 KM) EAST-SOUTHEAST
 MK2091'OF VALPARAISO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0999 ***********************************************************************
 LG0999  DESIGNATION -  REBAR 33
 LG0999  PID         -  LG0999
 LG0999  STATE/COUNTY-  NE/CASS
 LG0999  COUNTRY     -  US
 LG0999  USGS QUAD   -  GREENWOOD (2017)
 LG0999
 LG0999                         *CURRENT SURVEY CONTROL
 LG0999  ______________________________________________________________________
 LG0999* NAD 83(1995) POSITION- 40 56 37.78654(N) 096 23 19.10978(W)   ADJUSTED
 LG0999* NAVD 88 ORTHO HEIGHT -   380.    (meters)     1247.    (feet) SCALED
 LG0999  ______________________________________________________________________
 LG0999  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 LG0999  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 LG0999  HORZ ORDER      -  SECOND
 LG0999
 LG0999.The horizontal coordinates were established by classical geodetic methods
 LG0999.and adjusted by the National Geodetic Survey in August 1997.
 LG0999
 LG0999.The orthometric height was scaled from a topographic map.
 LG0999
 LG0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0999.GEOID18 height accuracy estimate available here.
 LG0999
 LG0999.Click photographs - Photos may exist for this station.
 LG0999
 LG0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0999
 LG0999. The following values were computed from the NAD 83(1995) position.
 LG0999
 LG0999;                    North         East     Units Scale Factor Converg.
 LG0999;SPC NE       -   129,643.183   803,922.422   MT  0.99970637   +2 23 35.6
 LG0999;SPC NE       -   425,337.68  2,637,535.48   sFT  0.99970637   +2 23 35.6
 LG0999;UTM  14      - 4,535,805.536   719,816.464   MT  1.00019475   +1 42 43.0
 LG0999
 LG0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0999!SPC NE       -   0.99994446  x   0.99970637  =   0.99965085
 LG0999!UTM  14      -   0.99994446  x   1.00019475  =   1.00013920
 LG0999
 LG0999:                Primary Azimuth Mark                     Grid Az
 LG0999:SPC NE       -  GREENWOOD                                358 28 52.8
 LG0999:UTM  14      -  GREENWOOD                                359 09 45.4
 LG0999
 LG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1981635805(NAD 83)
 LG0999
 LG0999|---------------------------------------------------------------------|
 LG0999| PID    Reference Object                     Distance      Geod. Az  |
 LG0999|                                                           dddmmss.s |
 LG0999| LG0997 GREENWOOD                           APPROX. 3.0 KM 0005228.4 |
 LG0999|---------------------------------------------------------------------|
 LG0999
 LG0999                          SUPERSEDED SURVEY CONTROL
 LG0999
 LG0999  NAD 83(1986)-  40 56 37.79918(N)    096 23 19.11243(W) AD(       ) 2
 LG0999
 LG0999.Superseded values are not recommended for survey control.
 LG0999
 LG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0999.See file dsdata.pdf to determine how the superseded data were derived.
 LG0999
 LG0999_MARKER: I = METAL ROD
 LG0999_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG0999+WITH SETTING: INFORMATION.
 LG0999_MAGNETIC: I = MARKER IS A STEEL ROD
 LG0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0999
 LG0999  HISTORY     - Date     Condition        Report By
 LG0999  HISTORY     - 1968     MONUMENTED       USGS
 LG0999
 LG0999                          STATION DESCRIPTION
 LG0999
 LG0999'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LG0999'THE MARK IS LOCATED ABOUT 6.7 MI (10.7 KM) SOUTH OF ASHLAND, 5.8 MI
 LG0999'(9.4 KM) WEST-NORTHWEST OF MURDOCK AND 3.0 MI (4.9 KM) EAST-SOUTHEAST
 LG0999'OF GREENWOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2084 ***********************************************************************
 MK2084  DESIGNATION -  REBAR 336
 MK2084  PID         -  MK2084
 MK2084  STATE/COUNTY-  NE/SAUNDERS
 MK2084  COUNTRY     -  US
 MK2084  USGS QUAD   -  TOUHY (2017)
 MK2084
 MK2084                         *CURRENT SURVEY CONTROL
 MK2084  ______________________________________________________________________
 MK2084* NAD 83(1995) POSITION- 41 13 00.52105(N) 096 46 27.90124(W)   ADJUSTED
 MK2084* NAVD 88 ORTHO HEIGHT -   423.    (meters)     1388.    (feet) SCALED
 MK2084  ______________________________________________________________________
 MK2084  GEOID HEIGHT    -        -26.781 (meters)                     GEOID18
 MK2084  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 MK2084  HORZ ORDER      -  SECOND
 MK2084
 MK2084.The horizontal coordinates were established by classical geodetic methods
 MK2084.and adjusted by the National Geodetic Survey in August 1997.
 MK2084
 MK2084.The orthometric height was scaled from a topographic map.
 MK2084
 MK2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2084.GEOID18 height accuracy estimate available here.
 MK2084
 MK2084.Click photographs - Photos may exist for this station.
 MK2084
 MK2084.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2084
 MK2084. The following values were computed from the NAD 83(1995) position.
 MK2084
 MK2084;                    North         East     Units Scale Factor Converg.
 MK2084;SPC NE       -   158,645.024   770,342.131   MT  0.99967125   +2 08 15.3
 MK2084;SPC NE       -   520,487.88  2,527,364.14   sFT  0.99967125   +2 08 15.3
 MK2084;UTM  14      - 4,565,213.826   686,566.514   MT  1.00002839   +1 28 00.8
 MK2084
 MK2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2084!SPC NE       -   0.99993783  x   0.99967125  =   0.99960910
 MK2084!UTM  14      -   0.99993783  x   1.00002839  =   0.99996622
 MK2084
 MK2084:                Primary Azimuth Mark                     Grid Az
 MK2084:SPC NE       -  SCHOEN                                   092 44 22.2
 MK2084:UTM  14      -  SCHOEN                                   093 24 36.7
 MK2084
 MK2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8656665213(NAD 83)
 MK2084
 MK2084|---------------------------------------------------------------------|
 MK2084| PID    Reference Object                     Distance      Geod. Az  |
 MK2084|                                                           dddmmss.s |
 MK2084| MK2081 SCHOEN                              APPROX. 5.2 KM 0945237.5 |
 MK2084|---------------------------------------------------------------------|
 MK2084
 MK2084                          SUPERSEDED SURVEY CONTROL
 MK2084
 MK2084  NAD 83(1986)-  41 13 00.53084(N)    096 46 27.90354(W) AD(       ) 2
 MK2084
 MK2084.Superseded values are not recommended for survey control.
 MK2084
 MK2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2084.See file dsdata.pdf to determine how the superseded data were derived.
 MK2084
 MK2084_MARKER: I = METAL ROD
 MK2084_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2084+WITH SETTING: INFORMATION.
 MK2084_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2084
 MK2084  HISTORY     - Date     Condition        Report By
 MK2084  HISTORY     - 1967     MONUMENTED       USGS
 MK2084
 MK2084                          STATION DESCRIPTION
 MK2084
 MK2084'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2084'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF PRAGUE,
 MK2084'6.3 MI (10.2 KM) NORTH-NORTHEAST OF TOUHY AND 4.4 MI (7.0 KM)
 MK2084'SOUTHWEST OF MALMO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2107 ***********************************************************************
 MK2107  DESIGNATION -  REBAR 338
 MK2107  PID         -  MK2107
 MK2107  STATE/COUNTY-  NE/SAUNDERS
 MK2107  COUNTRY     -  US
 MK2107  USGS QUAD   -  PRAGUE (2017)
 MK2107
 MK2107                         *CURRENT SURVEY CONTROL
 MK2107  ______________________________________________________________________
 MK2107* NAD 83(1995) POSITION- 41 18 20.08893(N) 096 46 31.08924(W)   ADJUSTED
 MK2107* NAVD 88 ORTHO HEIGHT -   444.    (meters)     1457.    (feet) SCALED
 MK2107  ______________________________________________________________________
 MK2107  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 MK2107  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 MK2107  HORZ ORDER      -  SECOND
 MK2107
 MK2107.The horizontal coordinates were established by classical geodetic methods
 MK2107.and adjusted by the National Geodetic Survey in August 1997.
 MK2107
 MK2107.The orthometric height was scaled from a topographic map.
 MK2107
 MK2107.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2107.GEOID18 height accuracy estimate available here.
 MK2107
 MK2107.Click photographs - Photos may exist for this station.
 MK2107
 MK2107.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2107
 MK2107. The following values were computed from the NAD 83(1995) position.
 MK2107
 MK2107;                    North         East     Units Scale Factor Converg.
 MK2107;SPC NE       -   168,490.703   769,900.451   MT  0.99966467   +2 08 13.2
 MK2107;SPC NE       -   552,789.91  2,525,915.06   sFT  0.99966467   +2 08 13.2
 MK2107;UTM  14      - 4,575,067.538   686,239.774   MT  1.00002688   +1 28 08.0
 MK2107
 MK2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2107!SPC NE       -   0.99993451  x   0.99966467  =   0.99959920
 MK2107!UTM  14      -   0.99993451  x   1.00002688  =   0.99996139
 MK2107
 MK2107:                Primary Azimuth Mark                     Grid Az
 MK2107:SPC NE       -  REBAR 339 602                            357 40 18.3
 MK2107:UTM  14      -  REBAR 339 602                            358 20 23.5
 MK2107
 MK2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8623975067(NAD 83)
 MK2107
 MK2107|---------------------------------------------------------------------|
 MK2107| PID    Reference Object                     Distance      Geod. Az  |
 MK2107|                                                           dddmmss.s |
 MK2107| MK2108 REBAR 339 602                       APPROX. 3.2 KM 3594831.5 |
 MK2107|---------------------------------------------------------------------|
 MK2107
 MK2107                          SUPERSEDED SURVEY CONTROL
 MK2107
 MK2107  NAD 83(1986)-  41 18 20.09823(N)    096 46 31.09120(W) AD(       ) 2
 MK2107
 MK2107.Superseded values are not recommended for survey control.
 MK2107
 MK2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2107.See file dsdata.pdf to determine how the superseded data were derived.
 MK2107
 MK2107_MARKER: I = METAL ROD
 MK2107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2107+WITH SETTING: INFORMATION.
 MK2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2107
 MK2107  HISTORY     - Date     Condition        Report By
 MK2107  HISTORY     - 1967     MONUMENTED       USGS
 MK2107
 MK2107                          STATION DESCRIPTION
 MK2107
 MK2107'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2107'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF COLON, 3.9 MI
 MK2107'(6.3 KM) NORTHWEST OF MALMO AND 1.7 MI (2.8 KM) EAST OF PRAGUE.
 MK2107'OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2108 ***********************************************************************
 MK2108  DESIGNATION -  REBAR 339 602
 MK2108  PID         -  MK2108
 MK2108  STATE/COUNTY-  NE/SAUNDERS
 MK2108  COUNTRY     -  US
 MK2108  USGS QUAD   -  PRAGUE (2017)
 MK2108
 MK2108                         *CURRENT SURVEY CONTROL
 MK2108  ______________________________________________________________________
 MK2108* NAD 83(1995) POSITION- 41 20 03.59733(N) 096 46 31.54767(W)   ADJUSTED
 MK2108* NAVD 88 ORTHO HEIGHT -   444.    (meters)     1457.    (feet) SCALED
 MK2108  ______________________________________________________________________
 MK2108  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 MK2108  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 MK2108  HORZ ORDER      -  SECOND
 MK2108
 MK2108.The horizontal coordinates were established by classical geodetic methods
 MK2108.and adjusted by the National Geodetic Survey in August 1997.
 MK2108
 MK2108.The orthometric height was scaled from a topographic map.
 MK2108
 MK2108.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2108.GEOID18 height accuracy estimate available here.
 MK2108
 MK2108.Click photographs - Photos may exist for this station.
 MK2108
 MK2108.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2108
 MK2108. The following values were computed from the NAD 83(1995) position.
 MK2108
 MK2108;                    North         East     Units Scale Factor Converg.
 MK2108;SPC NE       -   171,680.249   769,770.770   MT  0.99966305   +2 08 12.9
 MK2108;SPC NE       -   563,254.28  2,525,489.60   sFT  0.99966305   +2 08 12.9
 MK2108;UTM  14      - 4,578,259.537   686,147.237   MT  1.00002646   +1 28 10.7
 MK2108
 MK2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2108!SPC NE       -   0.99993450  x   0.99966305  =   0.99959757
 MK2108!UTM  14      -   0.99993450  x   1.00002646  =   0.99996096
 MK2108
 MK2108:                Primary Azimuth Mark                     Grid Az
 MK2108:SPC NE       -  REBAR 338                                177 40 18.2
 MK2108:UTM  14      -  REBAR 338                                178 20 20.4
 MK2108
 MK2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8614778259(NAD 83)
 MK2108
 MK2108|---------------------------------------------------------------------|
 MK2108| PID    Reference Object                     Distance      Geod. Az  |
 MK2108|                                                           dddmmss.s |
 MK2108| MK2107 REBAR 338                           APPROX. 3.2 KM 1794831.1 |
 MK2108|---------------------------------------------------------------------|
 MK2108
 MK2108                          SUPERSEDED SURVEY CONTROL
 MK2108
 MK2108  NAD 83(1986)-  41 20 03.60645(N)    096 46 31.54949(W) AD(       ) 2
 MK2108
 MK2108.Superseded values are not recommended for survey control.
 MK2108
 MK2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2108.See file dsdata.pdf to determine how the superseded data were derived.
 MK2108
 MK2108_MARKER: I = METAL ROD
 MK2108_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2108+WITH SETTING: INFORMATION.
 MK2108_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2108
 MK2108  HISTORY     - Date     Condition        Report By
 MK2108  HISTORY     - 1967     MONUMENTED       USGS
 MK2108
 MK2108                          STATION DESCRIPTION
 MK2108
 MK2108'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2108'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF NORTH BEND, 5.5 MI
 MK2108'(8.8 KM) NORTH-NORTHWEST OF MALMO AND 2.4 MI (3.8 KM) NORTHEAST OF
 MK2108'PRAGUE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1135 ***********************************************************************
 LG1135  DESIGNATION -  REBAR 361
 LG1135  PID         -  LG1135
 LG1135  STATE/COUNTY-  NE/LANCASTER
 LG1135  COUNTRY     -  US
 LG1135  USGS QUAD   -  DAVEY (2017)
 LG1135
 LG1135                         *CURRENT SURVEY CONTROL
 LG1135  ______________________________________________________________________
 LG1135* NAD 83(1995) POSITION- 40 58 47.69200(N) 096 38 12.47694(W)   ADJUSTED
 LG1135* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 LG1135  ______________________________________________________________________
 LG1135  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 LG1135  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 LG1135  HORZ ORDER      -  SECOND
 LG1135
 LG1135.The horizontal coordinates were established by classical geodetic methods
 LG1135.and adjusted by the National Geodetic Survey in August 1997.
 LG1135
 LG1135.The orthometric height was scaled from a topographic map.
 LG1135
 LG1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1135.GEOID18 height accuracy estimate available here.
 LG1135
 LG1135.Click photographs - Photos may exist for this station.
 LG1135
 LG1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1135
 LG1135. The following values were computed from the NAD 83(1995) position.
 LG1135
 LG1135;                    North         East     Units Scale Factor Converg.
 LG1135;SPC NE       -   132,803.923   782,893.262   MT  0.99970044   +2 13 43.6
 LG1135;SPC NE       -   435,707.54  2,568,542.31   sFT  0.99970044   +2 13 43.6
 LG1135;UTM  14      - 4,539,217.069   698,817.127   MT  1.00008653   +1 33 01.0
 LG1135
 LG1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1135!SPC NE       -   0.99993901  x   0.99970044  =   0.99963947
 LG1135!UTM  14      -   0.99993901  x   1.00008653  =   1.00002553
 LG1135
 LG1135:                Primary Azimuth Mark                     Grid Az
 LG1135:SPC NE       -  JORDAN                                   189 31 41.4
 LG1135:UTM  14      -  JORDAN                                   190 12 24.0
 LG1135
 LG1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9881739217(NAD 83)
 LG1135
 LG1135|---------------------------------------------------------------------|
 LG1135| PID    Reference Object                     Distance      Geod. Az  |
 LG1135|                                                           dddmmss.s |
 LG1135| LG1132 JORDAN                              APPROX. 4.1 KM 1914525.0 |
 LG1135|---------------------------------------------------------------------|
 LG1135
 LG1135                          SUPERSEDED SURVEY CONTROL
 LG1135
 LG1135  NAD 83(1986)-  40 58 47.70306(N)    096 38 12.47931(W) AD(       ) 2
 LG1135
 LG1135.Superseded values are not recommended for survey control.
 LG1135
 LG1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1135.See file dsdata.pdf to determine how the superseded data were derived.
 LG1135
 LG1135_MARKER: I = METAL ROD
 LG1135_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG1135+WITH SETTING: INFORMATION.
 LG1135_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1135
 LG1135  HISTORY     - Date     Condition        Report By
 LG1135  HISTORY     - 1967     MONUMENTED       USGS
 LG1135
 LG1135                          STATION DESCRIPTION
 LG1135
 LG1135'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LG1135'THE MARK IS LOCATED ABOUT 7.1 MI (11.5 KM) NORTHWEST OF WAVERLY, 5.3
 LG1135'MI (8.6 KM) SOUTH OF CERESCO AND 1.6 MI (2.6 KM) EAST-SOUTHEAST OF
 LG1135'DAVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2102 ***********************************************************************
 MK2102  DESIGNATION -  REBAR 423
 MK2102  PID         -  MK2102
 MK2102  STATE/COUNTY-  NE/SAUNDERS
 MK2102  COUNTRY     -  US
 MK2102  USGS QUAD   -  LOMA (2017)
 MK2102
 MK2102                         *CURRENT SURVEY CONTROL
 MK2102  ______________________________________________________________________
 MK2102* NAD 83(1995) POSITION- 41 12 23.45841(N) 096 52 55.80047(W)   ADJUSTED
 MK2102* NAVD 88 ORTHO HEIGHT -   489.    (meters)     1604.    (feet) SCALED
 MK2102  ______________________________________________________________________
 MK2102  GEOID HEIGHT    -        -26.592 (meters)                     GEOID18
 MK2102  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 MK2102  HORZ ORDER      -  SECOND
 MK2102
 MK2102.The horizontal coordinates were established by classical geodetic methods
 MK2102.and adjusted by the National Geodetic Survey in August 1997.
 MK2102
 MK2102.The orthometric height was scaled from a topographic map.
 MK2102
 MK2102.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2102.GEOID18 height accuracy estimate available here.
 MK2102
 MK2102.Click photographs - Photos may exist for this station.
 MK2102
 MK2102.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2102
 MK2102. The following values were computed from the NAD 83(1995) position.
 MK2102
 MK2102;                    North         East     Units Scale Factor Converg.
 MK2102;SPC NE       -   157,171.489   761,356.612   MT  0.99967217   +2 03 58.2
 MK2102;SPC NE       -   515,653.46  2,497,884.15   sFT  0.99967217   +2 03 58.2
 MK2102;UTM  14      - 4,563,845.108   677,561.334   MT  0.99998803   +1 23 43.9
 MK2102
 MK2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2102!SPC NE       -   0.99992745  x   0.99967217  =   0.99959964
 MK2102!UTM  14      -   0.99992745  x   0.99998803  =   0.99991548
 MK2102
 MK2102:                Primary Azimuth Mark                     Grid Az
 MK2102:SPC NE       -  BRAIN                                    266 01 14.1
 MK2102:UTM  14      -  BRAIN                                    266 41 28.4
 MK2102
 MK2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7756163845(NAD 83)
 MK2102
 MK2102|---------------------------------------------------------------------|
 MK2102| PID    Reference Object                     Distance      Geod. Az  |
 MK2102|                                                           dddmmss.s |
 MK2102| MK2100 BRAIN                               APPROX. 2.6 KM 2680512.3 |
 MK2102|---------------------------------------------------------------------|
 MK2102
 MK2102                          SUPERSEDED SURVEY CONTROL
 MK2102
 MK2102  NAD 83(1986)-  41 12 23.46790(N)    096 52 55.80196(W) AD(       ) 2
 MK2102
 MK2102.Superseded values are not recommended for survey control.
 MK2102
 MK2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2102.See file dsdata.pdf to determine how the superseded data were derived.
 MK2102
 MK2102_MARKER: I = METAL ROD
 MK2102_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2102+WITH SETTING: INFORMATION.
 MK2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2102
 MK2102  HISTORY     - Date     Condition        Report By
 MK2102  HISTORY     - 1967     MONUMENTED       USGS
 MK2102
 MK2102                          STATION DESCRIPTION
 MK2102
 MK2102'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2102'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF BRAINARD,
 MK2102'6.2 MI (10.0 KM) NORTH-NORTHEAST OF LOMA AND 5.9 MI (9.6 KM)
 MK2102'NORTH-NORTHWEST OF TOUHY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2000 ***********************************************************************
 MK2000  DESIGNATION -  REBAR 51
 MK2000  PID         -  MK2000
 MK2000  STATE/COUNTY-  NE/SARPY
 MK2000  COUNTRY     -  US
 MK2000  USGS QUAD   -  GRETNA (2017)
 MK2000
 MK2000                         *CURRENT SURVEY CONTROL
 MK2000  ______________________________________________________________________
 MK2000* NAD 83(1995) POSITION- 41 08 32.59757(N) 096 14 02.92916(W)   ADJUSTED
 MK2000* NAVD 88 ORTHO HEIGHT -   394.    (meters)     1293.    (feet) SCALED
 MK2000  ______________________________________________________________________
 MK2000  GEOID HEIGHT    -        -26.712 (meters)                     GEOID18
 MK2000  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 MK2000  HORZ ORDER      -  SECOND
 MK2000
 MK2000.The horizontal coordinates were established by classical geodetic methods
 MK2000.and adjusted by the National Geodetic Survey in August 1997.
 MK2000
 MK2000.The orthometric height was scaled from a topographic map.
 MK2000
 MK2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2000.GEOID18 height accuracy estimate available here.
 MK2000
 MK2000.Click photographs - Photos may exist for this station.
 MK2000
 MK2000.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2000
 MK2000. The following values were computed from the NAD 83(1995) position.
 MK2000
 MK2000;                    North         East     Units Scale Factor Converg.
 MK2000;SPC NE       -   152,221.045   815,956.363   MT  0.99967860   +2 29 44.2
 MK2000;SPC NE       -   499,411.88  2,677,016.83   sFT  0.99967860   +2 29 44.2
 MK2000;UTM  14      - 4,558,251.422   732,123.430   MT  1.00026319   +1 49 14.0
 MK2000
 MK2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2000!SPC NE       -   0.99994237  x   0.99967860  =   0.99962099
 MK2000!UTM  14      -   0.99994237  x   1.00026319  =   1.00020555
 MK2000
 MK2000:                Primary Azimuth Mark                     Grid Az
 MK2000:SPC NE       -  ELKHORN S BASE                           357 16 19.7
 MK2000:UTM  14      -  ELKHORN S BASE                           357 56 49.9
 MK2000
 MK2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3212358251(NAD 83)
 MK2000
 MK2000|---------------------------------------------------------------------|
 MK2000| PID    Reference Object                     Distance      Geod. Az  |
 MK2000|                                                           dddmmss.s |
 MK2000| MK1997 ELKHORN S BASE                      APPROX. 2.1 KM 3594603.9 |
 MK2000|---------------------------------------------------------------------|
 MK2000
 MK2000                          SUPERSEDED SURVEY CONTROL
 MK2000
 MK2000  NAD 83(1986)-  41 08 32.60671(N)    096 14 02.93109(W) AD(       ) 2
 MK2000
 MK2000.Superseded values are not recommended for survey control.
 MK2000
 MK2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2000.See file dsdata.pdf to determine how the superseded data were derived.
 MK2000
 MK2000_MARKER: I = METAL ROD
 MK2000_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2000+WITH SETTING: INFORMATION.
 MK2000_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2000
 MK2000  HISTORY     - Date     Condition        Report By
 MK2000  HISTORY     - 1967     MONUMENTED       USGS
 MK2000
 MK2000                          STATION DESCRIPTION
 MK2000
 MK2000'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2000'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF SPRINGFIELD,
 MK2000'6.3 MI (10.2 KM) EAST OF WANN AND IN THE TOWN OF GRETNA, NE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2001 ***********************************************************************
 MK2001  DESIGNATION -  REBAR 53 239
 MK2001  PID         -  MK2001
 MK2001  STATE/COUNTY-  NE/SARPY
 MK2001  COUNTRY     -  US
 MK2001  USGS QUAD   -  GRETNA (2017)
 MK2001
 MK2001                         *CURRENT SURVEY CONTROL
 MK2001  ______________________________________________________________________
 MK2001* NAD 83(1995) POSITION- 41 11 12.47192(N) 096 14 03.04560(W)   ADJUSTED
 MK2001* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 MK2001  ______________________________________________________________________
 MK2001  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 MK2001  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 MK2001  HORZ ORDER      -  SECOND
 MK2001
 MK2001.The horizontal coordinates were established by classical geodetic methods
 MK2001.and adjusted by the National Geodetic Survey in August 1997.
 MK2001
 MK2001.The orthometric height was scaled from a topographic map.
 MK2001
 MK2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2001.GEOID18 height accuracy estimate available here.
 MK2001
 MK2001.Click photographs - Photos may exist for this station.
 MK2001
 MK2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2001
 MK2001. The following values were computed from the NAD 83(1995) position.
 MK2001
 MK2001;                    North         East     Units Scale Factor Converg.
 MK2001;SPC NE       -   157,146.648   815,738.968   MT  0.99967401   +2 29 44.2
 MK2001;SPC NE       -   515,571.96  2,676,303.60   sFT  0.99967401   +2 29 44.2
 MK2001;UTM  14      - 4,563,182.134   731,963.920   MT  1.00026227   +1 49 19.7
 MK2001
 MK2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2001!SPC NE       -   0.99994303  x   0.99967401  =   0.99961706
 MK2001!UTM  14      -   0.99994303  x   1.00026227  =   1.00020529
 MK2001
 MK2001:                Primary Azimuth Mark                     Grid Az
 MK2001:SPC NE       -  ELKHORN S BASE                           177 37 36.6
 MK2001:UTM  14      -  ELKHORN S BASE                           178 18 01.1
 MK2001
 MK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3196363182(NAD 83)
 MK2001
 MK2001|---------------------------------------------------------------------|
 MK2001| PID    Reference Object                     Distance      Geod. Az  |
 MK2001|                                                           dddmmss.s |
 MK2001| MK1997 ELKHORN S BASE                      APPROX. 2.8 KM 1800720.8 |
 MK2001|---------------------------------------------------------------------|
 MK2001
 MK2001                          SUPERSEDED SURVEY CONTROL
 MK2001
 MK2001  NAD 83(1986)-  41 11 12.48052(N)    096 14 03.04741(W) AD(       ) 2
 MK2001
 MK2001.Superseded values are not recommended for survey control.
 MK2001
 MK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2001.See file dsdata.pdf to determine how the superseded data were derived.
 MK2001
 MK2001_MARKER: I = METAL ROD
 MK2001_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2001+WITH SETTING: INFORMATION.
 MK2001_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2001
 MK2001  HISTORY     - Date     Condition        Report By
 MK2001  HISTORY     - 1967     MONUMENTED       USGS
 MK2001
 MK2001                          STATION DESCRIPTION
 MK2001
 MK2001'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK2001'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF WANN, 6.9
 MK2001'MI (11.1 KM) SOUTH OF ELKHORN AND 3.2 MI (5.1 KM) NORTH OF GRETNA.
 MK2001'OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2059 ***********************************************************************
 MK2059  DESIGNATION -  REBAR 606
 MK2059  PID         -  MK2059
 MK2059  STATE/COUNTY-  NE/SAUNDERS
 MK2059  COUNTRY     -  US
 MK2059  USGS QUAD   -  FREMONT WEST (2017)
 MK2059
 MK2059                         *CURRENT SURVEY CONTROL
 MK2059  ______________________________________________________________________
 MK2059* NAD 83(1995) POSITION- 41 24 29.83153(N) 096 34 07.10430(W)   ADJUSTED
 MK2059* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 MK2059  ______________________________________________________________________
 MK2059  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 MK2059  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 MK2059  HORZ ORDER      -  SECOND
 MK2059
 MK2059.The horizontal coordinates were established by classical geodetic methods
 MK2059.and adjusted by the National Geodetic Survey in August 1997.
 MK2059
 MK2059.The orthometric height was scaled from a topographic map.
 MK2059
 MK2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2059.GEOID18 height accuracy estimate available here.
 MK2059
 MK2059.Click photographs - Photos may exist for this station.
 MK2059
 MK2059.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2059
 MK2059. The following values were computed from the NAD 83(1995) position.
 MK2059
 MK2059;                    North         East     Units Scale Factor Converg.
 MK2059;SPC NE       -   180,550.320   786,736.426   MT  0.99966004   +2 16 26.2
 MK2059;SPC NE       -   592,355.51  2,581,151.09   sFT  0.99966004   +2 16 26.2
 MK2059;UTM  14      - 4,586,935.235   703,221.815   MT  1.00010828   +1 36 31.3
 MK2059
 MK2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2059!SPC NE       -   0.99993738  x   0.99966004  =   0.99959745
 MK2059!UTM  14      -   0.99993738  x   1.00010828  =   1.00004566
 MK2059
 MK2059:                Primary Azimuth Mark                     Grid Az
 MK2059:SPC NE       -  REBAR 605                                245 59 52.7
 MK2059:UTM  14      -  REBAR 605                                246 39 47.6
 MK2059
 MK2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0322186935(NAD 83)
 MK2059
 MK2059|---------------------------------------------------------------------|
 MK2059| PID    Reference Object                     Distance      Geod. Az  |
 MK2059|                                                           dddmmss.s |
 MK2059| MK2060 REBAR 605                           APPROX. 3.7 KM 2481618.9 |
 MK2059|---------------------------------------------------------------------|
 MK2059
 MK2059                          SUPERSEDED SURVEY CONTROL
 MK2059
 MK2059  NAD 83(1986)-  41 24 29.83983(N)    096 34 07.10565(W) AD(       ) 2
 MK2059
 MK2059.Superseded values are not recommended for survey control.
 MK2059
 MK2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2059.See file dsdata.pdf to determine how the superseded data were derived.
 MK2059
 MK2059_MARKER: I = METAL ROD
 MK2059_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2059+WITH SETTING: INFORMATION.
 MK2059_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2059
 MK2059  HISTORY     - Date     Condition        Report By
 MK2059  HISTORY     - 1968     MONUMENTED       USGS
 MK2059
 MK2059                          STATION DESCRIPTION
 MK2059
 MK2059'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MK2059'THE MARK IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTHWEST OF LESHARA, 7.9
 MK2059'MI (12.7 KM) NORTH-NORTHEAST OF COLON AND 4.1 MI (6.5 KM)
 MK2059'WEST-SOUTHWEST OF FREMONT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2058 ***********************************************************************
 MK2058  DESIGNATION -  REBAR 608
 MK2058  PID         -  MK2058
 MK2058  STATE/COUNTY-  NE/SAUNDERS
 MK2058  COUNTRY     -  US
 MK2058  USGS QUAD   -  FREMONT WEST (2017)
 MK2058
 MK2058                         *CURRENT SURVEY CONTROL
 MK2058  ______________________________________________________________________
 MK2058* NAD 83(1995) POSITION- 41 23 35.26041(N) 096 31 16.86449(W)   ADJUSTED
 MK2058* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 MK2058  ______________________________________________________________________
 MK2058  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 MK2058  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 MK2058  HORZ ORDER      -  SECOND
 MK2058
 MK2058.The horizontal coordinates were established by classical geodetic methods
 MK2058.and adjusted by the National Geodetic Survey in August 1997.
 MK2058
 MK2058.The orthometric height was scaled from a topographic map.
 MK2058
 MK2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2058.GEOID18 height accuracy estimate available here.
 MK2058
 MK2058.Click photographs - Photos may exist for this station.
 MK2058
 MK2058.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2058
 MK2058. The following values were computed from the NAD 83(1995) position.
 MK2058
 MK2058;                    North         East     Units Scale Factor Converg.
 MK2058;SPC NE       -   179,026.621   790,753.625   MT  0.99966052   +2 18 19.0
 MK2058;SPC NE       -   587,356.51  2,594,330.85   sFT  0.99966052   +2 18 19.0
 MK2058;UTM  14      - 4,585,364.260   707,222.877   MT  1.00012849   +1 38 22.3
 MK2058
 MK2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2058!SPC NE       -   0.99993866  x   0.99966052  =   0.99959920
 MK2058!UTM  14      -   0.99993866  x   1.00012849  =   1.00006714
 MK2058
 MK2058:                Primary Azimuth Mark                     Grid Az
 MK2058:SPC NE       -  BECK                                     267 59 45.3
 MK2058:UTM  14      -  BECK                                     268 39 42.0
 MK2058
 MK2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0722285364(NAD 83)
 MK2058
 MK2058|---------------------------------------------------------------------|
 MK2058| PID    Reference Object                     Distance      Geod. Az  |
 MK2058|                                                           dddmmss.s |
 MK2058| MK2055 BECK                                APPROX. 2.3 KM 2701804.3 |
 MK2058|---------------------------------------------------------------------|
 MK2058
 MK2058                          SUPERSEDED SURVEY CONTROL
 MK2058
 MK2058  NAD 83(1986)-  41 23 35.26855(N)    096 31 16.86600(W) AD(       ) 2
 MK2058
 MK2058.Superseded values are not recommended for survey control.
 MK2058
 MK2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2058.See file dsdata.pdf to determine how the superseded data were derived.
 MK2058
 MK2058_MARKER: I = METAL ROD
 MK2058_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2058+WITH SETTING: INFORMATION.
 MK2058_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2058
 MK2058  HISTORY     - Date     Condition        Report By
 MK2058  HISTORY     - 1968     MONUMENTED       USGS
 MK2058
 MK2058                          STATION DESCRIPTION
 MK2058
 MK2058'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MK2058'THE MARK IS LOCATED ABOUT 7.9 MI (12.8 KM) NORTH-NORTHEAST OF COLON,
 MK2058'6.5 MI (10.5 KM) NORTHWEST OF LESHARA AND 3.0 MI (4.9 KM)
 MK2058'SOUTH-SOUTHWEST OF FREMONT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1865 ***********************************************************************
 MK1865  DESIGNATION -  REBEL
 MK1865  PID         -  MK1865
 MK1865  STATE/COUNTY-  NE/BUTLER
 MK1865  COUNTRY     -  US
 MK1865  USGS QUAD   -  BRAINARD (2017)
 MK1865
 MK1865                         *CURRENT SURVEY CONTROL
 MK1865  ______________________________________________________________________
 MK1865* NAD 83(1995) POSITION- 41 12 22.77677(N) 097 07 13.53885(W)   ADJUSTED
 MK1865* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 MK1865  ______________________________________________________________________
 MK1865  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 MK1865  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 MK1865  HORZ ORDER      -  SECOND
 MK1865
 MK1865.The horizontal coordinates were established by classical geodetic methods
 MK1865.and adjusted by the National Geodetic Survey in August 1997.
 MK1865
 MK1865.The orthometric height was scaled from a topographic map.
 MK1865
 MK1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1865.GEOID18 height accuracy estimate available here.
 MK1865
 MK1865.Click photographs - Photos may exist for this station.
 MK1865
 MK1865.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1865
 MK1865. The following values were computed from the NAD 83(1995) position.
 MK1865
 MK1865;                    North         East     Units Scale Factor Converg.
 MK1865;SPC NE       -   156,457.746   741,392.479   MT  0.99967218   +1 54 29.8
 MK1865;SPC NE       -   513,311.79  2,432,385.16   sFT  0.99967218   +1 54 29.8
 MK1865;UTM  14      - 4,563,364.813   657,584.747   MT  0.99990563   +1 14 18.5
 MK1865
 MK1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1865!SPC NE       -   0.99992706  x   0.99967218  =   0.99959926
 MK1865!UTM  14      -   0.99992706  x   0.99990563  =   0.99983269
 MK1865
 MK1865:                Primary Azimuth Mark                     Grid Az
 MK1865:SPC NE       -  DAVID CITY ST MARYS CH SPIRE             351 46 16.8
 MK1865:UTM  14      -  DAVID CITY ST MARYS CH SPIRE             352 26 28.1
 MK1865
 MK1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5758463364(NAD 83)
 MK1865
 MK1865|---------------------------------------------------------------------|
 MK1865| PID    Reference Object                     Distance      Geod. Az  |
 MK1865|                                                           dddmmss.s |
 MK1865| CN9553 REBEL RM 2                           12.367 METERS 16346     |
 MK1865| CN9552 REBEL RM 1                           14.801 METERS 26453     |
 MK1865| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX. 5.8 KM 3534046.6 |
 MK1865|---------------------------------------------------------------------|
 MK1865
 MK1865                          SUPERSEDED SURVEY CONTROL
 MK1865
 MK1865  NAD 83(1986)-  41 12 22.78551(N)    097 07 13.53891(W) AD(       ) 2
 MK1865  NAD 27      -  41 12 22.73939(N)    097 07 12.41032(W) AD(       ) 2
 MK1865
 MK1865.Superseded values are not recommended for survey control.
 MK1865
 MK1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1865.See file dsdata.pdf to determine how the superseded data were derived.
 MK1865
 MK1865_MARKER: DD = SURVEY DISK
 MK1865_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK1865+WITH SETTING: INFORMATION.
 MK1865_STAMPING: ET REBEL 1967
 MK1865_MARK LOGO: USGS
 MK1865_PROJECTION: FLUSH
 MK1865_MAGNETIC: I = MARKER IS A STEEL ROD
 MK1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1865+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2011
 MK1865
 MK1865  HISTORY     - Date     Condition        Report By
 MK1865  HISTORY     - 1967     MONUMENTED       USGS
 MK1865  HISTORY     - 20110107 GOOD             JEOCON
 MK1865
 MK1865                          STATION DESCRIPTION
 MK1865
 MK1865'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1865'THE STATION IS LOCATED ABOUT 3.0 MI S. OF DAVID CITY, T. 14 N.,
 MK1865'R. 3 E., NEAR THE COR. SECS. 5, 6, 7 AND 8, 57 FT S., 48 FT W.
 MK1865'OF CENTER OF CROSSROADS, 5 FT N. OF FENCE AND WITNESS POST.
 MK1865'
 MK1865'TO REACH THE STATION FROM THE WATER TANK IN DAVID CITY, GO S.
 MK1865'ALONG 11TH ST. AND BUTLER COUNTY RD. 1, E. FOR 3.4 MI TO CROSSROADS
 MK1865'AND INTERSECTION OF STATE HWY. 92, THE STATION IS IN THE SW. COR.
 MK1865'OF THE CROSSROADS.
 MK1865'
 MK1865'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED ON
 MK1865'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK1865'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. CAP.
 MK1865'
 MK1865'THE STATION MARK IS STAMPED ET REBEL 1967.
 MK1865'
 MK1865'REFERENCE MARK 1 IS W. OF THE STATION, 60 FT S., 96 FT W. OF
 MK1865'CENTER OF CROSSROADS, 2 FT N. OF FENCE, STAMPED REBEL NO 1 1967.
 MK1865'
 MK1865'REFERENCE MARK 2 IS S. OF THE STATION, 97 FT S., 37 FT W. OF
 MK1865'CENTER OF CROSSROAD, ON FENCE LINE, STAMPED REBEL NO 2 1967.
 MK1865'
 MK1865'REFERENCE AZIMUTH CHURCH SPIRE IN DAVID CITY.
 MK1865'
 MK1865'AZIMUTH MARK - NONE SET.
 MK1865
 MK1865                          STATION RECOVERY (2011)
 MK1865
 MK1865'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2011 (BJF)
 MK1865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1211 ***********************************************************************
 LH1211  DESIGNATION -  RED
 LH1211  PID         -  LH1211
 LH1211  STATE/COUNTY-  NE/WEBSTER
 LH1211  COUNTRY     -  US
 LH1211  USGS QUAD   -  RED CLOUD (2017)
 LH1211
 LH1211                         *CURRENT SURVEY CONTROL
 LH1211  ______________________________________________________________________
 LH1211* NAD 83(1995) POSITION- 40 07 04.13575(N) 098 30 28.86107(W)   ADJUSTED
 LH1211* NAVD 88 ORTHO HEIGHT -   551.    (meters)     1808.    (feet) SCALED
 LH1211  ______________________________________________________________________
 LH1211  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 LH1211  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LH1211  HORZ ORDER      -  SECOND
 LH1211
 LH1211.The horizontal coordinates were established by classical geodetic methods
 LH1211.and adjusted by the National Geodetic Survey in August 1997.
 LH1211
 LH1211.The orthometric height was scaled from a topographic map.
 LH1211
 LH1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1211.GEOID18 height accuracy estimate available here.
 LH1211
 LH1211.Click photographs - Photos may exist for this station.
 LH1211
 LH1211.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1211
 LH1211. The following values were computed from the NAD 83(1995) position.
 LH1211
 LH1211;                    North         East     Units Scale Factor Converg.
 LH1211;SPC NE       -    32,684.947   627,174.133   MT  0.99994883   +0 59 19.4
 LH1211;SPC NE       -   107,233.86  2,057,653.80   sFT  0.99994883   +0 59 19.4
 LH1211;UTM  14      - 4,440,949.700   541,923.349   MT  0.99962164   +0 19 01.3
 LH1211
 LH1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1211!SPC NE       -   0.99991761  x   0.99994883  =   0.99986644
 LH1211!UTM  14      -   0.99991761  x   0.99962164  =   0.99953928
 LH1211
 LH1211:                Primary Azimuth Mark                     Grid Az
 LH1211:SPC NE       -  RED AZ MK 2                              087 13 04.7
 LH1211:UTM  14      -  RED AZ MK 2                              087 53 22.8
 LH1211
 LH1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4192340949(NAD 83)
 LH1211
 LH1211|---------------------------------------------------------------------|
 LH1211| PID    Reference Object                     Distance      Geod. Az  |
 LH1211|                                                           dddmmss.s |
 LH1211| CN9555 RED RM 1                             17.890 METERS 01219     |
 LH1211| LH1617 RED RM 4                             25.213 METERS 04805     |
 LH1211| LH1614 RED AZ MK 2                         APPROX. 0.6 KM 0881224.1 |
 LH1211| LH1615 RED RM 2                             11.846 METERS 08941     |
 LH1211| LH1212 RED CLOUD MUNICIPAL TANK            APPROX. 2.7 KM 2075336.1 |
 LH1211| CN9554 RED AZ MK                                          2700021.5 |
 LH1211| LH1616 RED RM 3                             16.732 METERS 35839     |
 LH1211|---------------------------------------------------------------------|
 LH1211
 LH1211                          SUPERSEDED SURVEY CONTROL
 LH1211
 LH1211  NAD 83(1986)-  40 07 04.14014(N)    098 30 28.85983(W) AD(       ) 2
 LH1211  NAD 27      -  40 07 04.08400(N)    098 30 27.64500(W) AD(       ) 2
 LH1211
 LH1211.Superseded values are not recommended for survey control.
 LH1211
 LH1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1211.See file dsdata.pdf to determine how the superseded data were derived.
 LH1211
 LH1211_MARKER: DS = TRIANGULATION STATION DISK
 LH1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1211_STAMPING: RED 1947
 LH1211_MARK LOGO: CGS
 LH1211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1211+STABILITY: SURFACE MOTION
 LH1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1211+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1981
 LH1211
 LH1211  HISTORY     - Date     Condition        Report By
 LH1211  HISTORY     - 1947     MONUMENTED       CGS
 LH1211  HISTORY     - 1947     GOOD             CGS
 LH1211  HISTORY     - 1966     GOOD             CGS
 LH1211  HISTORY     - 1975     GOOD             NGS
 LH1211  HISTORY     - 19810825 GOOD             NGS
 LH1211
 LH1211                          STATION DESCRIPTION
 LH1211
 LH1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1211'STATION IS LOCATED ABOUT 2 MILES NORTH OF RED CLOUD ON THE SUMMIT
 LH1211'OF A HIGH HILL.  THE MARK, STAMPED RED 1947, IS 28.5 FEET SOUTH
 LH1211'OF THE CENTER LINE OF AN EAST-WEST ROAD, 4.5 FEET NORTHWEST OF
 LH1211'A WITNESS POST, 3 FEET NORTH OF A WIRE FENCE AND PROJECTS 4
 LH1211'INCHES.
 LH1211'
 LH1211'REFERENCE MARK NO. 1, STAMPED RED NO 1 1947, IS 30 FEET NORTH
 LH1211'OF THE CENTER LINE OF AN EAST-WEST ROAD, 2 FEET SOUTH OF A
 LH1211'WIRE FENCE AND PROJECTS 2 INCHES.
 LH1211'
 LH1211'REFERENCE MARK NO. 2 STAMPED RED NO 2 1947, IS 28.5 FEET SOUTH
 LH1211'OF THE CENTER LINE OF AN EAST-WEST ROAD, 3 FEET NORTH OF A WIRE
 LH1211'FENCE AND PROJECTS 3 INCHES.
 LH1211'
 LH1211'THE AZIMUTH MARK, STAMPED RED 1947, IS 38.5 FEET WEST OF THE
 LH1211'CENTER LINE OF U.S. HIGHWAY NO. 281, 25.5 FEET SOUTH OF THE
 LH1211'CENTER LINE OF AN EAST-WEST ROAD, 2 FEET SOUTHEAST OF A FENCE
 LH1211'CORNER, 1.5 FEET EAST OF A WITNESS POST AND PROJECTS 3 INCHES.
 LH1211'
 LH1211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 3
 LH1211'AND U.S. HIGHWAY NO. 281 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY
 LH1211'281 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 0.6
 LH1211'MILE TO THE SUMMIT OF A HIGH HILL AND STATION ALONG FENCE LINE.
 LH1211'
 LH1211'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY NO. 3
 LH1211'AND U.S. HIGHWAY NO. 281 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY
 LH1211'NO. 281 FOR 2.0 MILES TO A CROSSROAD AND MARK IN SOUTHWEST
 LH1211'ANGLE OF INTERSECTION.
 LH1211'
 LH1211'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE FROM THE GROUND.
 LH1211'
 LH1211'A 4 FOOT SIGNAL AT STATION HARRIS IS VISIBLE FROM THE GROUND.
 LH1211'
 LH1211'A 74 FOOT SIGNAL AT STATION COOPER 1898 IS VISIBLE FROM THE GROUND.
 LH1211'
 LH1211'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1211
 LH1211                          STATION RECOVERY (1947)
 LH1211
 LH1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH1211'RECOVERED IN GOOD CONDITION.
 LH1211
 LH1211                          STATION RECOVERY (1966)
 LH1211
 LH1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1211'THE STATION MARK AND R.M. NO. 2 WERE RECOVERED AND FOUND IN
 LH1211'GOOD CONDITION.  R.M. NO. 1 WAS FOUND DISPLACED.  THE AZIMUTH
 LH1211'MARK WAS RECOVERED AND THE MARK SEEMED SOLID BUT THE EAST SIDE
 LH1211'OF THE MARK WAS EXPOSED AND THE MARK WOULD BE DESTROYED IN
 LH1211'THE NEAR FUTURE.  A NEW AZIMUTH MARK WAS ESTABLISHED AND ONE
 LH1211'NEW REFERENCE MARK WAS SET.  THE ANGLE BETWEEN THE 1947 AZIMUTH
 LH1211'MARK AND THE RED CLOUD STANDPIPE FAILED TO CHECK BY ABOUT 10
 LH1211'SECONDS.
 LH1211'
 LH1211'TO REACH FROM RED CLOUD, FROM THE JUNCTION OF U.S. HIGHWAYS
 LH1211'136 AND 281, GO NORTH ON U.S. 281 FOR 2.0 MILES TO CROSSROADS,
 LH1211'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.6 MILE TO THE
 LH1211'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 LH1211'CONTINUE EAST ON THE MAIN ROAD FOR 0.35 MILE TO THE MARK ON
 LH1211'THE LEFT.
 LH1211'
 LH1211'THE STATION IS 83.5 FEET EAST OF A TELEPHONE POLE, 28.5 FEET
 LH1211'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT WEST OF
 LH1211'A METAL WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 LH1211'IS STAMPED RED 1947.
 LH1211'
 LH1211'R.M. NO. 2 IS 27.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE
 LH1211'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RED NO 2 1947.
 LH1211'
 LH1211'R.M. NO. 3 IS 26.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 LH1211'1 FOOT SOUTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS 2 INCHES
 LH1211'AND THE DISK IS STAMPED RED NO 3 1947.
 LH1211'
 LH1211'THE AZIMUTH MARK IS 0.05 MILE WEST OF CROSSROADS, 22 FEET NORTH
 LH1211'OF CENTERLINE OF ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 1
 LH1211'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 LH1211'DISK IS STAMPED RED 1947 AZ 2 1966.
 LH1211'
 LH1211'THE DISTANCE BETWEEN R.M. NO 2 AND R.M. NO 3 IS 67.82 FT. - 20.671
 LH1211'M.
 LH1211'
 LH1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LH1211'NORTH OF RED CLOUD
 LH1211
 LH1211                          STATION RECOVERY (1975)
 LH1211
 LH1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1211'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND AZIMUTH MARK 2 1966
 LH1211'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 LH1211'ADEQUATE FOR RECOVERY OF THE STATION.
 LH1211'
 LH1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 LH1211'NORTH OF RED CLOUD.
 LH1211
 LH1211                          STATION RECOVERY (1981)
 LH1211
 LH1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1614 ***********************************************************************
 LH1614  DESIGNATION -  RED AZ MK 2
 LH1614  PID         -  LH1614
 LH1614  STATE/COUNTY-  NE/WEBSTER
 LH1614  COUNTRY     -  US
 LH1614  USGS QUAD   -  RED CLOUD (2017)
 LH1614
 LH1614                         *CURRENT SURVEY CONTROL
 LH1614  ______________________________________________________________________
 LH1614* NAD 83(1995) POSITION- 40 07 04.75101(N) 098 30 03.23229(W)   ADJUSTED
 LH1614* NAVD 88 ORTHO HEIGHT -   548.    (meters)     1798.    (feet) SCALED
 LH1614  ______________________________________________________________________
 LH1614  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 LH1614  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 LH1614  HORZ ORDER      -  THIRD
 LH1614
 LH1614.The horizontal coordinates were established by classical geodetic methods
 LH1614.and adjusted by the National Geodetic Survey in August 1997.
 LH1614
 LH1614.The orthometric height was scaled from a topographic map.
 LH1614
 LH1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1614.GEOID18 height accuracy estimate available here.
 LH1614
 LH1614.Click photographs - Photos may exist for this station.
 LH1614
 LH1614.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1614
 LH1614. The following values were computed from the NAD 83(1995) position.
 LH1614
 LH1614;                    North         East     Units Scale Factor Converg.
 LH1614;SPC NE       -    32,714.417   627,780.564   MT  0.99994876   +0 59 36.4
 LH1614;SPC NE       -   107,330.55  2,059,643.40   sFT  0.99994876   +0 59 36.4
 LH1614;UTM  14      - 4,440,972.050   542,529.886   MT  0.99962227   +0 19 17.8
 LH1614
 LH1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1614!SPC NE       -   0.99991806  x   0.99994876  =   0.99986682
 LH1614!UTM  14      -   0.99991806  x   0.99962227  =   0.99954036
 LH1614
 LH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4252940972(NAD 83)
 LH1614
 LH1614                          SUPERSEDED SURVEY CONTROL
 LH1614
 LH1614  NAD 83(1986)-  40 07 04.75545(N)    098 30 03.23101(W) AD(       ) 3
 LH1614
 LH1614.Superseded values are not recommended for survey control.
 LH1614
 LH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1614.See file dsdata.pdf to determine how the superseded data were derived.
 LH1614
 LH1614_MARKER: DZ = AZIMUTH MARK DISK
 LH1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1614_STAMPING: RED 1947 AZ 2 1966
 LH1614_MARK LOGO: CGS
 LH1614_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1614+STABILITY: SURFACE MOTION
 LH1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1614+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1981
 LH1614
 LH1614  HISTORY     - Date     Condition        Report By
 LH1614  HISTORY     - 1966     MONUMENTED       CGS
 LH1614  HISTORY     - 19810825 GOOD             NGS
 LH1614
 LH1614                          STATION DESCRIPTION
 LH1614
 LH1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LH1614'THE STATION IS LOCATED ABOUT 3.6 KM (2.2 MI) NORTH FROM RED CLOUD, 1.6
 LH1614'KM (1.0 MI) EAST FROM U.S. HIGHWAY 281 AND ON THE NORTH RIGHT-OF-WAY
 LH1614'OF A GRADED COUNTY ROAD.
 LH1614'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 281, IN RED CLOUD,
 LH1614'GO NORTH ON HIGHWAY 281 FOR 3.22 KM (2.00 MI) TO A GRADED CROSSROAD.
 LH1614'TURN RIGHT AND GO EAST ON THE GRADED ROAD FOR 1.61 KM (1.00 MI) TO
 LH1614'THE MARK ON THE LEFT, ABOUT 80 M (262.5 FT) WEST FROM A CROSSROAD.
 LH1614'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LH1614'0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.  IT IS 7.0 M (23.0 FT)
 LH1614'NORTH FROM THE CENTERLINE OF THE ROAD, 5.0 M (16.4 FT) WEST FROM THE
 LH1614'CENTERLINE OF A FIELD ENTRANCE AND 0.57 M (1.87 FT) WEST FROM A
 LH1614'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1043 ***********************************************************************
 ML1043  DESIGNATION -  RED CHURCH SPIRE
 ML1043  PID         -  ML1043
 ML1043  STATE/COUNTY-  NE/BOONE
 ML1043  COUNTRY     -  US
 ML1043  USGS QUAD   -  CEDAR RAPIDS SE (2017)
 ML1043
 ML1043                         *CURRENT SURVEY CONTROL
 ML1043  ______________________________________________________________________
 ML1043* NAD 83(1995) POSITION- 41 31 19.85834(N) 098 02 29.96705(W)   ADJUSTED
 ML1043  ______________________________________________________________________
 ML1043  GEOID HEIGHT    -        -24.689 (meters)                     GEOID18
 ML1043  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 ML1043  HORZ ORDER      -  THIRD
 ML1043
 ML1043.The horizontal coordinates were established by classical geodetic methods
 ML1043.and adjusted by the National Geodetic Survey in August 1997.
 ML1043
 ML1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1043.GEOID18 height accuracy estimate available here.
 ML1043
 ML1043.Click photographs - Photos may exist for this station.
 ML1043
 ML1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1043
 ML1043. The following values were computed from the NAD 83(1995) position.
 ML1043
 ML1043;                    North         East     Units Scale Factor Converg.
 ML1043;SPC NE       -   189,355.437   663,388.513   MT  0.99965864   +1 17 52.0
 ML1043;SPC NE       -   621,243.63  2,176,467.15   sFT  0.99965864   +1 17 52.0
 ML1043;UTM  14      - 4,597,170.265   579,959.077   MT  0.99967868   +0 38 07.2
 ML1043
 ML1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7995997170(NAD 83)
 ML1043
 ML1043                          SUPERSEDED SURVEY CONTROL
 ML1043
 ML1043  NAD 83(1986)-  41 31 19.86512(N)    098 02 29.97022(W) AD(       ) 3
 ML1043  NAD 27      -  41 31 19.82000(N)    098 02 28.75000(W) AD(       ) 3
 ML1043
 ML1043.Superseded values are not recommended for survey control.
 ML1043
 ML1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1043.See file dsdata.pdf to determine how the superseded data were derived.
 ML1043
 ML1043_MARKER: 90 = CHURCH SPIRE
 ML1043
 ML1043  HISTORY     - Date     Condition        Report By
 ML1043  HISTORY     - 1930     FIRST OBSERVED   CGS
 ML1043
 ML1043                          STATION DESCRIPTION
 ML1043
 ML1043'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0379 ***********************************************************************
 LH0379  DESIGNATION -  RED CLOUD
 LH0379  PID         -  LH0379
 LH0379  STATE/COUNTY-  NE/WEBSTER
 LH0379  COUNTRY     -  US
 LH0379  USGS QUAD   -  RED CLOUD (2017)
 LH0379
 LH0379                         *CURRENT SURVEY CONTROL
 LH0379  ______________________________________________________________________
 LH0379* NAD 83(1986) POSITION- 40 05 28.5    (N) 098 31 17.4    (W)   HD_HELD2
 LH0379* NAVD 88 ORTHO HEIGHT -   525.557 (meters)     1724.26  (feet) ADJUSTED
 LH0379  ______________________________________________________________________
 LH0379  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 LH0379  DYNAMIC HEIGHT  -        525.235 (meters)     1723.21  (feet) COMP
 LH0379  MODELED GRAVITY -    979,998.1   (mgal)                       NAVD 88
 LH0379
 LH0379  VERT ORDER      -  SECOND    CLASS 0
 LH0379
 LH0379.The horizontal coordinates were established by autonomous hand held GPS
 LH0379.observations and have an estimated accuracy of +/- 10 meters.
 LH0379
 LH0379.The orthometric height was determined by differential leveling and
 LH0379.adjusted by the NATIONAL GEODETIC SURVEY
 LH0379.in June 1991.
 LH0379
 LH0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0379.GEOID18 height accuracy estimate available here.
 LH0379
 LH0379.Click photographs - Photos may exist for this station.
 LH0379
 LH0379.The dynamic height is computed by dividing the NAVD 88
 LH0379.geopotential number by the normal gravity value computed on the
 LH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0379.degrees latitude (g = 980.6199 gals.).
 LH0379
 LH0379.The modeled gravity was interpolated from observed gravity values.
 LH0379
 LH0379;                    North         East    Units  Estimated Accuracy
 LH0379;SPC NE       -    29,716.      626,075.      MT  (+/- 10 meters HH2 GPS)
 LH0379
 LH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4079037994(NAD 83)
 LH0379
 LH0379                          SUPERSEDED SURVEY CONTROL
 LH0379
 LH0379  NGVD 29 (??/??/92)  525.341  (m)         1723.56   (f) ADJ UNCH    2 0
 LH0379
 LH0379.Superseded values are not recommended for survey control.
 LH0379
 LH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0379.See file dsdata.pdf to determine how the superseded data were derived.
 LH0379
 LH0379_MARKER: DB = BENCH MARK DISK
 LH0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0379_STAMPING: RED CLOUD 1934
 LH0379_MARK LOGO: CGS
 LH0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0379+STABILITY: SURFACE MOTION
 LH0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0379+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 LH0379
 LH0379  HISTORY     - Date     Condition        Report By
 LH0379  HISTORY     - 1934     MONUMENTED       CGS
 LH0379  HISTORY     - 20031117 GOOD             INDIV
 LH0379
 LH0379                          STATION DESCRIPTION
 LH0379
 LH0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0379'AT RED CLOUD.
 LH0379'AT RED CLOUD, WEBSTER COUNTY, AT THE COUNTY COURTHOUSE, 24 FEET
 LH0379'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 33 FEET WEST
 LH0379'OF THE CENTER OF THE STEPS AT THE SOUTH ENTRANCE, AND 3 FEET
 LH0379'NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A STANDARD DISK,
 LH0379'STAMPED RED CLOUD 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0379
 LH0379                          STATION RECOVERY (2003)
 LH0379
 LH0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDF)
 LH0379'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1212 ***********************************************************************
 LH1212  DESIGNATION -  RED CLOUD MUNICIPAL TANK
 LH1212  PID         -  LH1212
 LH1212  STATE/COUNTY-  NE/WEBSTER
 LH1212  COUNTRY     -  US
 LH1212  USGS QUAD   -  RED CLOUD (2017)
 LH1212
 LH1212                         *CURRENT SURVEY CONTROL
 LH1212  ______________________________________________________________________
 LH1212* NAD 83(1995) POSITION- 40 05 46.75140(N) 098 31 22.19542(W)   ADJUSTED
 LH1212  ______________________________________________________________________
 LH1212  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 LH1212  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 LH1212  HORZ ORDER      -  THIRD
 LH1212
 LH1212.The horizontal coordinates were established by classical geodetic methods
 LH1212.and adjusted by the National Geodetic Survey in August 1997.
 LH1212
 LH1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1212.GEOID18 height accuracy estimate available here.
 LH1212
 LH1212.Click photographs - Photos may exist for this station.
 LH1212
 LH1212.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1212
 LH1212. The following values were computed from the NAD 83(1995) position.
 LH1212
 LH1212;                    North         East     Units Scale Factor Converg.
 LH1212;SPC NE       -    30,276.917   625,952.218   MT  0.99995786   +0 58 44.1
 LH1212;SPC NE       -    99,333.52  2,053,644.90   sFT  0.99995786   +0 58 44.1
 LH1212;UTM  14      - 4,438,556.954   540,673.706   MT  0.99962037   +0 18 26.4
 LH1212
 LH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4067338556(NAD 83)
 LH1212
 LH1212                          SUPERSEDED SURVEY CONTROL
 LH1212
 LH1212  NAD 83(1986)-  40 05 46.75669(N)    098 31 22.19336(W) AD(       ) 3
 LH1212  NAD 27      -  40 05 46.71300(N)    098 31 20.96000(W) AD(       ) 3
 LH1212  USSD        -  40 05 46.75000(N)    098 31 20.96000(W) AD(       ) 3
 LH1212
 LH1212.Superseded values are not recommended for survey control.
 LH1212
 LH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1212.See file dsdata.pdf to determine how the superseded data were derived.
 LH1212
 LH1212_MARKER: 52 = STANDPIPE TANK
 LH1212_MARK LOGO: CGS
 LH1212
 LH1212  HISTORY     - Date     Condition        Report By
 LH1212  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1212  HISTORY     - 1935     GOOD             CGS
 LH1212  HISTORY     - 1947     GOOD             CGS
 LH1212  HISTORY     - 19810825 GOOD             NGS
 LH1212
 LH1212                          STATION DESCRIPTION
 LH1212
 LH1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1212'ACCORDING TO THE STATEMENT OF THE WATER COMMISSIONER OF RED
 LH1212'CLOUD, THE PRESENT STANDPIPE WAS ERECTED IN 1887 AND HAS NEVER
 LH1212'BEEN CHANGED IN ANY WAY SINCE THAT DATE.
 LH1212
 LH1212                          STATION RECOVERY (1947)
 LH1212
 LH1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1212'IT IS LOCATED IN THE NORTHWEST EDGE OF THE TOWN, 200 FEET WEST OF
 LH1212'THE CENTER OF N. SEWARD ST. AND 84 FEET NORTH OF THE CENTER OF
 LH1212'11 TH AVE.  IT IS A CYLINDRICAL STEEL STRUCTURE WHICH IS 14
 LH1212'FEET IN DIAMETER.  IT HAS A FLAT TOP AND THE OVERALL HEIGHT IS
 LH1212'APPROXIMATELY 85 FEET.  THE POINT OBSERVED UPON WAS THE CENTER
 LH1212'OF STANDPIPE.
 LH1212
 LH1212                          STATION RECOVERY (1981)
 LH1212
 LH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0523 ***********************************************************************
 MN0523  DESIGNATION -  REDING
 MN0523  PID         -  MN0523
 MN0523  STATE/COUNTY-  NE/MORRILL
 MN0523  COUNTRY     -  US
 MN0523  USGS QUAD   -  REDINGTON (2017)
 MN0523
 MN0523                         *CURRENT SURVEY CONTROL
 MN0523  ______________________________________________________________________
 MN0523* NAD 83(1995) POSITION- 41 37 16.43628(N) 103 17 47.24763(W)   ADJUSTED
 MN0523* NAVD 88 ORTHO HEIGHT -  1384.3   (meters)     4542.    (feet) VERTCON
 MN0523  ______________________________________________________________________
 MN0523  GEOID HEIGHT    -        -19.454 (meters)                     GEOID18
 MN0523  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 MN0523  HORZ ORDER      -  FIRST
 MN0523
 MN0523.The horizontal coordinates were established by classical geodetic methods
 MN0523.and adjusted by the National Geodetic Survey in August 1997.
 MN0523
 MN0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0523
 MN0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0523.GEOID18 height accuracy estimate available here.
 MN0523
 MN0523.Click photographs - Photos may exist for this station.
 MN0523
 MN0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0523
 MN0523. The following values were computed from the NAD 83(1995) position.
 MN0523
 MN0523;                    North         East     Units Scale Factor Converg.
 MN0523;SPC NE       -   203,737.049   225,432.116   MT  0.99966061   -2 11 04.4
 MN0523;SPC NE       -   668,427.30    739,605.20   sFT  0.99966061   -2 11 04.4
 MN0523;UTM  13      - 4,609,125.031   641,919.382   MT  0.99984786   +1 07 54.1
 MN0523
 MN0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0523!SPC NE       -   0.99978597  x   0.99966061  =   0.99944665
 MN0523!UTM  13      -   0.99978597  x   0.99984786  =   0.99963386
 MN0523
 MN0523:                Primary Azimuth Mark                     Grid Az
 MN0523:SPC NE       -  REDING RM 1 AZIMUTH                      092 24 46.8
 MN0523:UTM  13      -  REDING RM 1 AZIMUTH                      089 05 48.3
 MN0523
 MN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4191909125(NAD 83)
 MN0523
 MN0523|---------------------------------------------------------------------|
 MN0523| PID    Reference Object                     Distance      Geod. Az  |
 MN0523|                                                           dddmmss.s |
 MN0523| CP8483 REDING WM 2                           7.681 METERS 05425     |
 MN0523| MN0518 NORTHPORT WATER TANK                APPROX.17.8 KM 0662039.2 |
 MN0523| MN0517 BRIDGEPORT WATER TANK               APPROX.17.0 KM 0730003.5 |
 MN0523| CP8479 REDING RM 1 AZIMUTH                                0901342.4 |
 MN0523| CP8482 REDING WM 1                          16.045 METERS 10009     |
 MN0523| CP8481 REDING RM 3                          15.740 METERS 11451     |
 MN0523| CP8480 REDING RM 2                          41.849 METERS 22425     |
 MN0523| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.15.8 KM 3481123.5 |
 MN0523| MN0530 BAYARD SUGAR MILL WATER TANK        APPROX.15.7 KM 3483506.6 |
 MN0523| MN0531 BAYARD MUNICIPAL TANK               APPROX.15.8 KM 3520928.2 |
 MN0523|---------------------------------------------------------------------|
 MN0523
 MN0523                          SUPERSEDED SURVEY CONTROL
 MN0523
 MN0523  NAD 83(1993)-  41 37 16.43611(N)    103 17 47.24766(W) AD(       ) 1
 MN0523  NAD 83(1986)-  41 37 16.42810(N)    103 17 47.25062(W) AD(       ) 1
 MN0523  NAD 27      -  41 37 16.52800(N)    103 17 45.48900(W) AD(       ) 1
 MN0523  NGVD 29 (07/19/86) 1383.7    (m)         4540.     (f) VERT ANG       
 MN0523
 MN0523.Superseded values are not recommended for survey control.
 MN0523
 MN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0523.See file dsdata.pdf to determine how the superseded data were derived.
 MN0523
 MN0523_MARKER: DS = TRIANGULATION STATION DISK
 MN0523_SETTING: 0 = UNSPECIFIED SETTING
 MN0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0523+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 MN0523
 MN0523  HISTORY     - Date     Condition        Report By
 MN0523  HISTORY     - 1933     MONUMENTED       CGS
 MN0523  HISTORY     - 1963     GOOD             CGS
 MN0523  HISTORY     - 1973     GOOD             NGS
 MN0523  HISTORY     - 20060627 GOOD             NEDR
 MN0523
 MN0523                          STATION DESCRIPTION
 MN0523
 MN0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0523'ABOUT 10 MILES EAST OF SOUTH OF BAYARD, 10 MILES SOUTHWEST
 MN0523'OF BRIDGEPORT AND 1 MILE WEST OF ROAD OVER REDINGTON GAP,
 MN0523'ON A HIGH SUMMIT NEAR THE EAST END OF WILDCAT RIDGE.
 MN0523'
 MN0523'REACHED FROM BAYARD VIA REDINGTON GAP ROAD, SOUTH 12 MILES
 MN0523'TO AN AUTO GATE WHICH IS ABOUT 1/2 MILE NORTH OF THE SUMMIT
 MN0523'OF REDINGTON GAP.  LEAVE ROAD HERE AND DRIVE SOUTHWEST 1/2
 MN0523'MILE TO MOUTH OF LARGE CANYON, WHENCE STATION IS REACHED
 MN0523'BY PACKING UP RIDGES SOUTHWEST ABOUT 1/2 MILE.  STATION IS
 MN0523'ON SUMMIT OF FIRST HILL FROM EAST WHICH HAS TREES ON TOP.
 MN0523'STATION MARK IS A STANDARD TABLET SET IN TOP OF 6-INCH
 MN0523'CAST-IRON PIPE FILLED WITH CONCRETE.
 MN0523'
 MN0523'REFERENCE MARK NO. 1, AZIMUTH MARK, IS ON KNOLL ON RIDGE
 MN0523'1/3 MILE EAST OF STATION AND ABOUT 50 FEET WEST OF LONE PINE
 MN0523'TREE.  A STANDARD REFERENCE MARK TABLET SET IN 6-INCH CAST-IRON
 MN0523'PIPE FILLED WITH CONCRETE.
 MN0523'
 MN0523'REFERENCE MARK NO. 2 IS SIMILAR MARK SOUTHWEST OF STATION ON
 MN0523'SAME SUMMIT.
 MN0523'
 MN0523'WITNESS MARK NO. 1 IS NAIL IN TRIANGLE BLAZE ON A SMALL PINE
 MN0523'TREE EAST OF STATION.
 MN0523'
 MN0523'WITNESS MARK NO. 2 IS NAIL IN TRIANGLE BLAZE ON STUB OF PINE
 MN0523'TREE NORTHEAST.
 MN0523
 MN0523                          STATION RECOVERY (1963)
 MN0523
 MN0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0523'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 MN0523'AND WITNESS MARK NO. 1 WERE RECOVERED AS DESCRIBED AND FOUND
 MN0523'IN GOOD CONDITION.  WITNESS MARK NO. 2 HAS BEEN DESTROYED.
 MN0523'A NEW REFERENCE MARK WAS ESTABLISHED.  A NEW DESCRIPTION
 MN0523'FOLLOWS.
 MN0523'
 MN0523'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHEAST OF BAYARD,
 MN0523'6 MILES WEST-SOUTHWEST OF BRIDGEPORT, 3 MILES NORTH-NORTHWEST
 MN0523'OF REDINGTON, 100 YARDS SOUTH OF AN EAST-WEST FENCE LINE,
 MN0523'ON A SUMMIT OF WILDCAT RIDGE, ON PROPERTY OWNED BY THE COULTER
 MN0523'BROTHERS RANCH.
 MN0523'
 MN0523'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRIDGEPORT,
 MN0523'GO SOUTH AND WEST ON STATE HIGHWAY 88 FOR 14.5 MILES TO A
 MN0523'CROSSROAD AT THE SMALL VILLAGE OF REDINGTON.  TURN RIGHT
 MN0523'AND GO NORTH ON A GRAVELED ROAD FOR 2.95 MILES TO A CATTLEGUARD.
 MN0523'TURN LEFT AND GO WEST ACROSS AN OPEN PASTURE ALONG THE SOUTH
 MN0523'SIDE OF AN EAST-WEST FENCE LINE FOR 0.2 MILE TO A DITCH AND
 MN0523'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, PACK
 MN0523'WEST CROSSING A CANYON, THENCE UP THE SLOPE TO THE TOP OF
 MN0523'THE RIDGE AND THE AZIMUTH MARK AS DESCRIBED.  FROM THE
 MN0523'AZIMUTH MARK, PACK WEST ALONG THE TOP OF THE RIDGE FOR ABOUT
 MN0523'0.3 MILE TO THE STATION AS DESCRIBED.  REQUIRED 30 MINUTES
 MN0523'PACKING TIME.
 MN0523'
 MN0523'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0523'6-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 MN0523'8 INCHES AND IS STAMPED REDING 1933.  IT IS 52.7 FEET WEST
 MN0523'OF AN 8-INCH SCRUB PINE TREE WITH A WITNESS SIGN NAILED TO
 MN0523'IT AND 52.7 FEET WEST OF WITNESS MARK NO. 1.
 MN0523'
 MN0523'REFERENCE MARK NO. 1 WAS USED FOR THE AZIMUTH MARK.  IT IS A
 MN0523'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 6-INCH
 MN0523'CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS 6 INCHES
 MN0523'AND IS STAMPED REDING NO 1 1933.  IT IS 1.7 FEET NORTHWEST
 MN0523'OF A METAL WITNESS POST.
 MN0523'
 MN0523'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0523'6-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 MN0523'10 INCHES AND IS STAMPED REDING NO 2 1933.  IT IS 10 FEET
 MN0523'LOWER IN ELEVATION THAN THE STATION MARK.
 MN0523'
 MN0523'REFERENCE MARK NO. 3 IS A STANDARD DISK BRAZED TO THE TOP
 MN0523'OF A 1 1/2-INCH IRON PIPE WHICH PROJECTS 10 INCHES AND IS
 MN0523'STAMPED REDING NO 3 1933.  IT IS 13.4 FEET SOUTH-SOUTHWEST
 MN0523'OF AN 8-INCH SCRUB PINE TREE WITH A WITNESS SIGN NAILED
 MN0523'TO IT.  THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 MN0523'THE STATION MARK.
 MN0523'
 MN0523'WITNESS MARK NO. 1 IS A NAIL IN A TRIANGLE BLAZE ON THE WEST
 MN0523'SIDE OF AN 8-INCH SCRUB PINE TREE.
 MN0523
 MN0523                          STATION RECOVERY (1973)
 MN0523
 MN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0523'THE STATION MARK, REFERENCE MARKS 1, (AZIMUTH MARK), 2 AND
 MN0523'3, AND WITNESS MARK 1 WERE RECOVERED AND FOUND TO BE IN GOOD
 MN0523'CONDITION.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 MN0523'COMPARED FAVORABLY WITH THE 1933 DATA.  A COMPLETE NEW DESCRIPTION
 MN0523'FOLLOWS--
 MN0523'
 MN0523'THE STATION IS LOCATED ABOUT 10.5 MILES WEST-SOUTHWEST OF
 MN0523'BRIDGEPORT, 9 MILES SOUTH OF BAYARD, 3 MILES NORTH-NORTHWEST
 MN0523'OF REDINGTON AND ON THE APPARENT HIGHEST POINT OF THE EAST
 MN0523'END OF A RIDGE KNOWN AS THE WILDCAT HILLS.  THE PROPERTY
 MN0523'IS OWNED BY THE COULTER BROTHERS RANCH.
 MN0523'
 MN0523'TO REACH THE STATION FROM THE POST OFFICE IN BAYARD GO SOUTH
 MN0523'ON U.S. HIGHWAY 26 FOR 2.7 MILES TO THE JUNCTION OF STATE
 MN0523'HIGHWAY 92.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 26 AND
 MN0523'STATE HIGHWAY 92 FOR 2.3 MILES TO A GRAVELED SIDE ROAD RIGHT.
 MN0523'TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR 2.4 MILES
 MN0523'TO A CATTLE GUARD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 MN0523'2.9 MILES TO A CATTLE GUARD JUST BEFORE REACHING THE SUMMIT
 MN0523'OF THE RIDGE.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE
 MN0523'OF A FENCE FOR 0.3 MILE TO A DEEP WASH AND THE END OF TRUCK
 MN0523'TRAVEL.  PACK WEST ALONG THE FENCE, THENCE WESTERLY UP STEEP
 MN0523'SLOPE TO A SADDLE, THENCE WEST AND NORTHWEST ALONG THE TOP
 MN0523'OF THE RIDGE TO REFERENCE MARK 1, (THE MARK IS ABOUT 100 FEET
 MN0523'NORTH OF AN EXTENDED LINE OF THE FENCE LINE), THENCE
 MN0523'WESTERLY ALONG THE TOP OF THE RIDGE FOR ABOUT 0.3 MILE
 MN0523'TO THE APPARENT HIGHEST POINT AND THE STATION.  ABOUT A 45
 MN0523'MINUTE PACK.
 MN0523'
 MN0523'THE STATION MARK IS A STANDARD DISK STAMPED REDING 1933,
 MN0523'CEMENTED IN THE TOP OF A 6 INCH IRON PIPE THAT PROJECTS 10
 MN0523'INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET WEST OF A
 MN0523'10 INCH PINE TREE WITH WITNESS SIGN ATTACHED TO THE EAST
 MN0523'SIDE.
 MN0523'
 MN0523'REFERENCE MARK 1, (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 MN0523'REDING NO 1 1933, CEMENTED IN THE TOP OF A 6 INCH IRON PIPE
 MN0523'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MN0523'2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 MN0523'
 MN0523'REFERENCE MARK 2 IS A STANDARD DISK STAMPED REDING NO 2
 MN0523'1933, CEMENTED IN THE TOP OF A 6 INCH IRON PIPE THAT PROJECTS
 MN0523'8 INCHES ABOVE THE GROUND SURFACE.  IT IS ON A RIDGE LEADING
 MN0523'SOUTHWEST FROM THE STATION AND ABOUT 10 FEET LOWER THAN THE
 MN0523'STATION.
 MN0523'
 MN0523'REFERENCE MARK 3 IS A STANDARD DISK BRAZED TO THE TOP OF A
 MN0523'2 INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND
 MN0523'SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MN0523'
 MN0523'WITNESS MARK NO 1 IS A NAIL DRIVEN INTO THE CENTER OF A
 MN0523'TRIANGLE BLAZE ON THE WEST SIDE OF A 10 INCH PINE TREE.
 MN0523'
 MN0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MN0523'SOUTH OF BAYARD.
 MN0523
 MN0523                          STATION RECOVERY (2006)
 MN0523
 MN0523'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (TEA)
 MN0523'RECOVERED REFERENCE MARK 1 (AZIMUTH MARK) STANDARD DISK STAMPED REDING
 MN0523'NO 1 1933, CEMENTED IN TOP OF A 6 INCH IRON PIPE THAT PROJECTED 6 INCH
 MN0523'ABOVE GROUND. IT IS 2 FEET NORTH OF STEEL FENCE POST AND 27 FEET WEST
 MN0523'OF 12 INCH PINE TREE. ALL OTHER MARKER WHERE NOT RECOVERED ALL WITNESS
 MN0523'SIGNS ARE MISSING. DIRECTIONS TO AZIMUTH IS GOOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0571 ***********************************************************************
 MN0571  DESIGNATION -  REDINGTON
 MN0571  PID         -  MN0571
 MN0571  STATE/COUNTY-  NE/MORRILL
 MN0571  COUNTRY     -  US
 MN0571  USGS QUAD   -  LAWRENCE FORK (2017)
 MN0571
 MN0571                         *CURRENT SURVEY CONTROL
 MN0571  ______________________________________________________________________
 MN0571* NAD 83(1995) POSITION- 41 29 24.54656(N) 103 16 19.08919(W)   ADJUSTED
 MN0571* NAVD 88 ORTHO HEIGHT -  1379.    (meters)     4524.    (feet) SCALED
 MN0571  ______________________________________________________________________
 MN0571  GEOID HEIGHT    -        -19.453 (meters)                     GEOID18
 MN0571  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 MN0571  HORZ ORDER      -  FIRST
 MN0571
 MN0571.The horizontal coordinates were established by classical geodetic methods
 MN0571.and adjusted by the National Geodetic Survey in August 1997.
 MN0571
 MN0571.The orthometric height was scaled from a topographic map.
 MN0571
 MN0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0571.GEOID18 height accuracy estimate available here.
 MN0571
 MN0571.Click photographs - Photos may exist for this station.
 MN0571
 MN0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0571
 MN0571. The following values were computed from the NAD 83(1995) position.
 MN0571
 MN0571;                    North         East     Units Scale Factor Converg.
 MN0571;SPC NE       -   189,116.542   226,920.191   MT  0.99965863   -2 10 06.0
 MN0571;SPC NE       -   620,459.85    744,487.33   sFT  0.99965863   -2 10 06.0
 MN0571;UTM  13      - 4,594,612.231   644,250.800   MT  0.99985608   +1 08 42.0
 MN0571
 MN0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0571!SPC NE       -   0.99978686  x   0.99965863  =   0.99944556
 MN0571!UTM  13      -   0.99978686  x   0.99985608  =   0.99964297
 MN0571
 MN0571:                Primary Azimuth Mark                     Grid Az
 MN0571:SPC NE       -  REDINGTON AZ MK                          109 33 50.2
 MN0571:UTM  13      -  REDINGTON AZ MK                          106 15 02.2
 MN0571
 MN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4425094612(NAD 83)
 MN0571
 MN0571|---------------------------------------------------------------------|
 MN0571| PID    Reference Object                     Distance      Geod. Az  |
 MN0571|                                                           dddmmss.s |
 MN0571| CP8485 REDINGTON RM 1                       23.184 METERS 01406     |
 MN0571| CP8486 REDINGTON RM 2                       23.497 METERS 09218     |
 MN0571| CP8484 REDINGTON AZ MK                                    1072344.2 |
 MN0571|---------------------------------------------------------------------|
 MN0571
 MN0571                          SUPERSEDED SURVEY CONTROL
 MN0571
 MN0571  NAD 83(1993)-  41 29 24.54608(N)    103 16 19.08896(W) AD(       ) 1
 MN0571  NAD 83(1986)-  41 29 24.53864(N)    103 16 19.09110(W) AD(       ) 1
 MN0571  NAD 27      -  41 29 24.62520(N)    103 16 17.32960(W) AD(       ) 1
 MN0571
 MN0571.Superseded values are not recommended for survey control.
 MN0571
 MN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0571.See file dsdata.pdf to determine how the superseded data were derived.
 MN0571
 MN0571_MARKER: DS = TRIANGULATION STATION DISK
 MN0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0571
 MN0571  HISTORY     - Date     Condition        Report By
 MN0571  HISTORY     - 1934     MONUMENTED       CGS
 MN0571  HISTORY     - 1963     GOOD             CGS
 MN0571
 MN0571                          STATION DESCRIPTION
 MN0571
 MN0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0571'THE STATION IS 7 MILES, AIRLINE, SOUTH OF REDINGTON ON THE
 MN0571'HIGHEST POINT OF THE DIVIDE BETWEEN LAWRENCE FORK TO THE WEST
 MN0571'AND A SMALL DRY CREEK TO THE EAST, AND OVERLOOKS PUMPKIN CREEK
 MN0571'VALLEY TO THE NORTH.  THE STATION HILL IS LIGHTLY WOODED ON
 MN0571'THE NORTH END, MORE HEAVILY WOODED ON THE SOUTH, AND SLOPES
 MN0571'STEEPLY IN ALL DIRECTIONS EXCEPT TO THE NORTHEAST.  THE STATION
 MN0571'IS ON PROPERTY OWNED BY FRED LINDBERG.  MARK PROJECTS 12
 MN0571'INCHES.
 MN0571'
 MN0571'STATION MAY BE REACHED FROM THE POST OFFICE IN REDINGTON BY
 MN0571'GOING SOUTH ON A GOOD GRADED ROAD FOR 4.7 MILES TO THE END
 MN0571'OF THE GRADE.  THERE IS A FARMHOUSE AT THE RIGHT OF THE ROAD
 MN0571'HERE.  PASS THROUGH GATE AND CONTINUE SOUTH AND EAST ON THE
 MN0571'ONLY TRACK ROAD FOR 1.8 MILES TO ANOTHER GATE.  PASS THROUGH
 MN0571'GATE, LEAVE ROAD, AND GO SOUTHWEST ACROSS COUNTRY TO FIRST
 MN0571'RIDGE ENCOUNTERED.  FOLLOW THIS RIDGE UP TO TOP OF DIVIDE,
 MN0571'THEN GO IN A SOUTHWESTERLY DIRECTION ALONG THE TOP OF THE
 MN0571'DIVIDE TO THE HIGHEST POINT AND STATION, A DISTANCE OF 1.1
 MN0571'MILES FROM THE GATE.
 MN0571'
 MN0571'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0571'BRONZE DISKS SET AS DESCRIBED.
 MN0571'
 MN0571'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 MN0571'PROJECTS 10 INCHES.
 MN0571'
 MN0571'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND PROJECTS 10
 MN0571'INCHES.
 MN0571'
 MN0571'AZIMUTH MARK IS ON THE FIRST KNOLL EAST-SOUTHEAST OF THE
 MN0571'STATION, WHICH KNOLL IS LOWER AND SMALLER THAN THAT ON WHICH
 MN0571'THE STATION IS LOCATED.  THIS KNOLL HAS A FEW SCATTERED PINE
 MN0571'TREES ON ITS TOP AND IS RATHER OF A ROUND CONE IN SHAPE.  THE
 MN0571'MARK WAS PLACED ON THE SIDE TOWARD THE STATION ON TOP OF THE
 MN0571'KNOLL AND PROJECTS 3 INCHES.
 MN0571'
 MN0571'A 4-FOOT STAND WILL CLEAR ALL LINES.
 MN0571
 MN0571                          STATION RECOVERY (1963)
 MN0571
 MN0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0571'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0571'CONDITION.  THE STATION CAN NOT BE REACH BY THE OLD DESCRIPTION.
 MN0571'A NEW DESCRIPTION FOLLOWS.
 MN0571'
 MN0571'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST AND 5-1/2 MILES
 MN0571'NORTH OF DALTON AND 6-1/2 MILES SOUTH OF REDINGTON.  IT IS
 MN0571'LOCATED AT THE SOUTHWEST EDGE OF A LARGE HILL AND IS ON THE
 MN0571'PROPERTY OF MR. GARLAND LINDBERG.
 MN0571'
 MN0571'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO NORTH
 MN0571'ON THE MAIN ROAD FOR 12.35 MILES TO A T-INTERSECTION.  TURN
 MN0571'RIGHT, EAST ON GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD
 MN0571'LEFT.  TURN LEFT, NORTH ON GRAVELED ROAD FOR 4.5 MILES TO A
 MN0571'WIRE GATE AND CATTLE GUARD ACROSS THE ROAD.  CONTINUE NORTH
 MN0571'ON GRAVELED ROAD FOR 0.65 MILE TO A TRACK ROAD RIGHT.  TURN
 MN0571'RIGHT, NORTHEAST ON TRACK ROAD PASSING TO THE RIGHT OF A
 MN0571'WINDMILL AND WATER TANK FOR 0.2 MILE TO THE NORTHWEST CORNER
 MN0571'OF A FENCE.  CONTINUE EAST ON TRACK ROAD FOR 0.1 MILE TO A
 MN0571'FORK.  TURN LEFT, NORTHEAST ON TRACK ROAD FOR 0.55 MILE TO A
 MN0571'T-ROAD.  TURN LEFT, NORTHERLY FOR 0.7 MILE TO A Y-FORK.
 MN0571'TAKE THE LEFT FORK, NORTHWEST ON A DIM TRACK ROAD FOR 0.2
 MN0571'MILE.  TURN RIGHT, NORTHERLY ON DIM TRACK ROAD PASSING TO
 MN0571'THE LEFT OF A VERY LARGE ROCK FOR 0.35 MILE TO A SADDLE.
 MN0571'TURN RIGHT, NORTHEAST ON DIM TRACK ROAD FOR 0.1 MILE TO THE
 MN0571'SOUTHEAST END OF THE STATION RIDGE AND THE AZIMUTH MARK ON
 MN0571'THE RIGHT ABOUT 0.05 MILE.  TURN LEFT, WEST ACROSS COUNTRY
 MN0571'UP A HILL FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 MN0571'
 MN0571'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0571'SQUARE CONCRETE MONUMENT.  IT PROJECTS 5 INCHES AND IS STAMPED
 MN0571'REDINGTON 1934.
 MN0571'
 MN0571'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0571'12-INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND
 MN0571'IS STAMPED REDINGTON NO 1 1934.  IT IS AT THE NORTH EDGE OF
 MN0571'THE HILL.
 MN0571'
 MN0571'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0571'12-INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND
 MN0571'IS STAMPED REDINGTON NO 2 1934.  IT IS AT THE EAST EDGE OF
 MN0571'THE HILL.
 MN0571'
 MN0571'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 MN0571'DRILL HOLE IN BEDROCK.  IT IS STAMPED REDINGTON AZIMUTH 1934.
 MN0571'IT IS 8 FEET EAST OF THE WEST EDGE OF THE HILL AND 2-1/2 FEET
 MN0571'WEST OF A SMALL PILE OF ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1383 ***********************************************************************
 LF1383  DESIGNATION -  REDWOOD
 LF1383  PID         -  LF1383
 LF1383  STATE/COUNTY-  NE/RICHARDSON
 LF1383  COUNTRY     -  US
 LF1383  USGS QUAD   -  HUMBOLDT SE (2017)
 LF1383
 LF1383                         *CURRENT SURVEY CONTROL
 LF1383  ______________________________________________________________________
 LF1383* NAD 83(1995) POSITION- 40 00 02.26974(N) 095 52 27.67314(W)   ADJUSTED
 LF1383* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 LF1383  ______________________________________________________________________
 LF1383  GEOID HEIGHT    -        -29.899 (meters)                     GEOID18
 LF1383  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 LF1383  HORZ ORDER      -  FIRST
 LF1383
 LF1383.The horizontal coordinates were established by classical geodetic methods
 LF1383.and adjusted by the National Geodetic Survey in August 1997.
 LF1383
 LF1383.The orthometric height was scaled from a topographic map.
 LF1383
 LF1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1383.GEOID18 height accuracy estimate available here.
 LF1383
 LF1383.Click photographs - Photos may exist for this station.
 LF1383
 LF1383.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1383
 LF1383. The following values were computed from the NAD 83(1995) position.
 LF1383
 LF1383;                    North         East     Units Scale Factor Converg.
 LF1383;SPC NE       -    26,980.240   852,167.829   MT  0.99999972   +2 44 02.6
 LF1383;SPC NE       -    88,517.67  2,795,820.62   sFT  0.99999972   +2 44 02.6
 LF1383;UTM  15      - 4,431,785.247   254,630.218   MT  1.00034124   -1 50 54.8
 LF1383
 LF1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1383!SPC NE       -   0.99994177  x   0.99999972  =   0.99994149
 LF1383!UTM  15      -   0.99994177  x   1.00034124  =   1.00028299
 LF1383
 LF1383:                Primary Azimuth Mark                     Grid Az
 LF1383:SPC NE       -  REDWOOD AZ MK                            087 02 54.4
 LF1383:UTM  15      -  REDWOOD AZ MK                            091 37 51.8
 LF1383
 LF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5463031785(NAD 83)
 LF1383
 LF1383|---------------------------------------------------------------------|
 LF1383| PID    Reference Object                     Distance      Geod. Az  |
 LF1383|                                                           dddmmss.s |
 LF1383| CL8256 REDWOOD RM 1                         43.955 METERS 04338     |
 LF1383| CL8255 REDWOOD AZ MK                                      0894657.0 |
 LF1383| KE1267 MORRILL MUNICIPAL TANK              APPROX.16.9 KM 1162945.4 |
 LF1383| KE1275 SEBETHA CITY L AND P BRICK STK      APPROX.12.2 KM 1501136.9 |
 LF1383| CL8257 REDWOOD RM 2                         40.636 METERS 26605     |
 LF1383| LF1386 HUMBOLDT MUNICIPAL TANK             APPROX.20.0 KM 3415148.2 |
 LF1383|---------------------------------------------------------------------|
 LF1383
 LF1383                          SUPERSEDED SURVEY CONTROL
 LF1383
 LF1383  NAD 83(1986)-  40 00 02.27713(N)    095 52 27.67017(W) AD(       ) 1
 LF1383  NAD 27      -  40 00 02.27500(N)    095 52 26.69500(W) AD(       ) 1
 LF1383
 LF1383.Superseded values are not recommended for survey control.
 LF1383
 LF1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1383.See file dsdata.pdf to determine how the superseded data were derived.
 LF1383
 LF1383_MARKER: DS = TRIANGULATION STATION DISK
 LF1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1383_STAMPING: REDWOOD 1934
 LF1383_MARK LOGO: CGS
 LF1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1383+STABILITY: SURFACE MOTION
 LF1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1383+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2008
 LF1383
 LF1383  HISTORY     - Date     Condition        Report By
 LF1383  HISTORY     - 1934     MONUMENTED       CGS
 LF1383  HISTORY     - 1965     GOOD             CGS
 LF1383  HISTORY     - 20080220 GOOD             NGS
 LF1383
 LF1383                          STATION DESCRIPTION
 LF1383
 LF1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1383'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 32, T. 1 N., R. 14 E.,
 LF1383'JUST NORTH OF THE NEBRASKA-KANSAS STATE LINE, ABOUT 3.5 MILES
 LF1383'WEST AND 6.5 MILES NORTH OF SABETHA, IN THE SOUTH EDGE OF PASTURE
 LF1383'ON LAND OWNED BY WM. REDWOOD, 26.0 FEET NORTH OF AN
 LF1383'EAST-AND-WEST FENCE, 39.0 FEET NORTH OF THE CENTERLINE OF THE
 LF1383'STATE-LINE ROAD AND 107.2 FEET WEST OF GATE IN NORTH-AND-SOUTH
 LF1383'FENCE.  SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 LF1383'
 LF1383'TO REACH FROM U.S. HIGHWAY 75 ON THE STATE LINE, GO SOUTH
 LF1383'1.0 MILE ON HIGHWAY 75, TURN WEST AND GO 4.0 MILES, TURN NORTH
 LF1383'AND GO 1.0 MILE, TURN EAST AND GO 0.45 MILE ALONG STATE-LINE
 LF1383'ROAD TO STATION ON NORTH.
 LF1383'
 LF1383'REFERENCE MARK NO. 1 IS 144.21 FEET NORTHEAST OF
 LF1383'STATION, 6.2 FEET WEST OF NORTH-AND-SOUTH FENCE, 130.9 FEET
 LF1383'NORTH OF EAST-AND-WEST FENCE, AND 145.8 FEET NORTH OF CENTERLINE
 LF1383'OF STATE-LINE ROAD.
 LF1383'
 LF1383'REFERENCE MARK NO. 2 IS 133.32 FEET WEST OF STATION,
 LF1383'16.8 FEET NORTH OF EAST-AND-WEST FENCE AND 28.0 FEET NORTH
 LF1383'OF CENTERLINE OF STATE-LINE ROAD.
 LF1383'
 LF1383'AZIMUTH MARK IS 2.3 MILES EAST OF STATION.  TO REACH
 LF1383'FROM STATION, GO WEST ON STATE LINE ROAD 0.45 MILE, TURN
 LF1383'SOUTH AND GO 1.0 MILE, TURN EAST, GO 2.0 MILES, TURN NORTH, GO
 LF1383'1.0 MILE, TURN EAST, GO 0.75 MILE TO TOP OF HILL AND MARK ON
 LF1383'LEFT, IN PASTURE ACROSS ROAD FROM A LARGE WHITE HOUSE.  IT IS
 LF1383'87.0 FEET NORTH OF CENTERLINE OF ROAD, 69.8 FEET EAST OF AN
 LF1383'EAST-AND-WEST FENCE, 181.0 FEET WEST OF A NORTH-AND-SOUTH
 LF1383'FENCE, AND 47.0 FEET EAST OF THE PROJECTION OF THE CENTERLINE
 LF1383'OF A PRIVATE LANE ON THE SOUTH SIDE OF THE ROAD.  THIS
 LF1383'MARK TO BE USED FOR LAPLACE AZIMUTH.
 LF1383'
 LF1383'HEIGHT OF LIGHT ABOVE STATION MARK - 14.3 METERS.
 LF1383
 LF1383                          STATION RECOVERY (1965)
 LF1383
 LF1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LF1383'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LF1383'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LF1383'
 LF1383'THE AZIMUTH MARK IS ON LAND OWNED BY MR. IVAN J. NEWSOM WHO
 LF1383'REQUESTED THE MARK TO BE LOWERED OR MOVED, THE MARK WAS LOWERED
 LF1383'HOLDING ITS EXACT POSITION.
 LF1383'
 LF1383'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LF1383'
 LF1383'FOLLOWING IS DESCRIPTION FOR THE AZIMUTH MARK.
 LF1383'
 LF1383'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 LF1383'REDWOOD AZI 1934 1965, SET IN A SQUARE CONCRETE MONUMENT WHICH
 LF1383'IS 10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 181 FEET
 LF1383'WEST OF A NORTH-SOUTH FENCE, 90 FEET NORTH OF THE CENTER OF
 LF1383'AN EAST-WEST ROAD, 65 FEET NORTHEAST OF A POWER POLE WITH A
 LF1383'TRANSFORMER, 56 FEET NORTH OF A METAL WITNESS POST, AND 47 FEET
 LF1383'EAST OF A PROJECTION LINE OF THE CENTER OF A PRIVATE LANE.
 LF1383
 LF1383                          STATION RECOVERY (2008)
 LF1383
 LF1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008
 LF1383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0428 ***********************************************************************
 LJ0428  DESIGNATION -  REED
 LJ0428  PID         -  LJ0428
 LJ0428  STATE/COUNTY-  NE/FURNAS
 LJ0428  COUNTRY     -  US
 LJ0428  USGS QUAD   -  SHIPPEE (2017)
 LJ0428
 LJ0428                         *CURRENT SURVEY CONTROL
 LJ0428  ______________________________________________________________________
 LJ0428* NAD 83(1995) POSITION- 40 02 53.23589(N) 100 10 29.06263(W)   ADJUSTED
 LJ0428* NAVD 88 ORTHO HEIGHT -   769.    (meters)     2523.    (feet) SCALED
 LJ0428  ______________________________________________________________________
 LJ0428  GEOID HEIGHT    -        -24.488 (meters)                     GEOID18
 LJ0428  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 LJ0428  HORZ ORDER      -  FIRST
 LJ0428
 LJ0428.The horizontal coordinates were established by classical geodetic methods
 LJ0428.and adjusted by the National Geodetic Survey in August 1997.
 LJ0428
 LJ0428.The orthometric height was scaled from a topographic map.
 LJ0428
 LJ0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0428.GEOID18 height accuracy estimate available here.
 LJ0428
 LJ0428.Click photographs - Photos may exist for this station.
 LJ0428
 LJ0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0428
 LJ0428. The following values were computed from the NAD 83(1995) position.
 LJ0428
 LJ0428;                    North         East     Units Scale Factor Converg.
 LJ0428;SPC NE       -    23,864.367   485,089.119   MT  0.99997860   -0 06 56.9
 LJ0428;SPC NE       -    78,295.01  1,591,496.55   sFT  0.99997860   -0 06 56.9
 LJ0428;UTM  14      - 4,433,759.237   399,793.781   MT  0.99972361   -0 45 21.3
 LJ0428
 LJ0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0428!SPC NE       -   0.99988317  x   0.99997860  =   0.99986177
 LJ0428!UTM  14      -   0.99988317  x   0.99972361  =   0.99960681
 LJ0428
 LJ0428:                Primary Azimuth Mark                     Grid Az
 LJ0428:SPC NE       -  REED AZ MK 2                             181 10 51.0
 LJ0428:UTM  14      -  REED AZ MK 2                             181 49 15.4
 LJ0428
 LJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9979333759(NAD 83)
 LJ0428
 LJ0428|---------------------------------------------------------------------|
 LJ0428| PID    Reference Object                     Distance      Geod. Az  |
 LJ0428|                                                           dddmmss.s |
 LJ0428| CN9556 REED AZ MK                                         1800146.0 |
 LJ0428| CN9557 REED AZ MK 2                                       1810354.1 |
 LJ0428| CN9558 REED RM 1                            33.863 METERS 18234     |
 LJ0428| KH0722 NORCATUR MUNICIPAL TANK             APPROX.23.2 KM 1831816.2 |
 LJ0428| CN9559 REED RM 2                            25.765 METERS 31240     |
 LJ0428| LJ0431 COUNTRY CHURCH SPIRE E              APPROX.19.4 KM 3164650.7 |
 LJ0428| LJ0430 COUNTRY CHURCH SPIRE F              APPROX. 9.2 KM 3394844.2 |
 LJ0428|---------------------------------------------------------------------|
 LJ0428
 LJ0428                          SUPERSEDED SURVEY CONTROL
 LJ0428
 LJ0428  NAD 83(1986)-  40 02 53.24135(N)    100 10 29.06703(W) AD(       ) 1
 LJ0428  NAD 27      -  40 02 53.22100(N)    100 10 27.57200(W) AD(       ) 1
 LJ0428
 LJ0428.Superseded values are not recommended for survey control.
 LJ0428
 LJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0428.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0428
 LJ0428_MARKER: DS = TRIANGULATION STATION DISK
 LJ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0428_STAMPING: REED 1934
 LJ0428_MARK LOGO: CGS
 LJ0428_PROJECTION: FLUSH
 LJ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0428+STABILITY: SURFACE MOTION
 LJ0428
 LJ0428  HISTORY     - Date     Condition        Report By
 LJ0428  HISTORY     - 1934     MONUMENTED       CGS
 LJ0428  HISTORY     - 1935     GOOD             CGS
 LJ0428  HISTORY     - 1950     GOOD             CGS
 LJ0428  HISTORY     - 1968     GOOD             CGS
 LJ0428
 LJ0428                          STATION DESCRIPTION
 LJ0428
 LJ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0428'STATION IS LOCATED ON LAND OF TOM REED (HAROLD KIMMEL, LESSEE)
 LJ0428'IN THE SOUTHWEST QUARTER OF SEC. 17, T. 1 N., R. 25 W., SHERMAN
 LJ0428'TOWNSHIP, 4-1/4 MILES SOUTH AND 3-1/2 MILES WEST OF WILSONVILLE,
 LJ0428'41 FEET EAST OF CENTERLINE OF NORTH-SOUTH SECTION-LINE ROAD, 3
 LJ0428'FEET EAST OF NORTH-SOUTH FENCE LINE, ABOUT 120 PACES NORTH OF A
 LJ0428'POINT OPPOSITE THE KIMMEL HOUSE.  FLUSH WITH GROUND.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1 IS 111.12 FEET (33.868 METERS) FROM
 LJ0428'STATION, SET IN NORTH-SOUTH FENCE LINE, 35 FEET EAST OF CENTERLINE
 LJ0428'OF ROAD LEADING PAST STATION, ABOUT 83 PACES NORTH OF POINT
 LJ0428'OPPOSITE KIMMEL HOUSE.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2 IS SET 21 FEET WEST OF CENTERLINE OF ROAD
 LJ0428'PAST STATION, 6 FEET WEST OF FENCE CORNER, 2 FEET SOUTH OF
 LJ0428'EAST-WEST FENCE LINE.
 LJ0428'
 LJ0428'AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, 20 FEET EAST OF
 LJ0428'CENTERLINE OF ROAD, AND PROJECTS 8 INCHES.
 LJ0428'
 LJ0428'TO REACH STATION FROM REEDS TAVERN IN WILSONVILLE, GO WEST
 LJ0428'ON STATE HIGHWAY 89 FOR 3.6 MILES, TURN LEFT OFF HIGHWAY 89 AT
 LJ0428'SCHOOL ON RIGHT, CROSS RAILROAD AND GO SOUTH 1.1 MILES, TAKE
 LJ0428'MAIN ROAD RIGHT AT CROSS ROAD AND GO WEST 0.5 MILE, THENCE
 LJ0428'TAKE T-ROAD SOUTH BETWEEN TWO SMALL BRIDGES FOR 2.8 MILES TO
 LJ0428'TOP OF GRADE AND STATION, HOME OF HAROLD KIMMEL TO RIGHT AHEAD.
 LJ0428'
 LJ0428'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LJ0428
 LJ0428                          STATION RECOVERY (1935)
 LJ0428
 LJ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0428'STATION IS ON LAND OWNED BY TOM REED, LEASED BY HAROLD KIMMEL,
 LJ0428'AND IS LOCATED 4-1/4 MILES SOUTH AND 3-1/2 MILES WEST OF
 LJ0428'WILSONVILLE, NEBRASKA, IN THE SOUTHWEST QUARTER OF SEC. 17,
 LJ0428'T. 1 N., R. 25 W., SHERMAN TOWNSHIP.  IT IS 41 FEET EAST OF THE
 LJ0428'CENTERLINE OF A NORTH-SOUTH SECTION-LINE ROAD, 3 FEET EAST
 LJ0428'OF A NORTH-SOUTH FENCE, AND 84 FEET SOUTHEAST OF A LONE
 LJ0428'SOUTHEAST FENCE CORNER POST.  THE STATION MARK IS
 LJ0428'FLUSH WITH THE GROUND AND IS STAMPED REED 1934.  THE
 LJ0428'UNDERGROUND MARK IS SET.  THE MARK WAS
 LJ0428'RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 1 FOOT WEST OF A
 LJ0428'NORTH-SOUTH FENCE, 35 FEET EAST OF THE CENTERLINE OF THE
 LJ0428'NORTH-SOUTH ROAD, PROJECTS 8 INCHES,
 LJ0428'IS STAMPED REED 1934 AND WAS RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 21 FEET WEST
 LJ0428'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2 FEET SOUTH OF AN
 LJ0428'EAST-WEST FENCE, PROJECTS 6 INCHES,
 LJ0428'IS STAMPED REED 1934 AND WAS RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'AZIMUTH MARK IS SOUTH OF THE STATION ALONG THE SAME NORTH-SOUTH
 LJ0428'ROAD THAT PASSES THE STATION, 20 FEET EAST OF THE CENTERLINE
 LJ0428'OF THE ROAD, PROJECTS 8 INCHES
 LJ0428'AND IS STAMPED REED 1934 AND WAS RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'STATION IS REACHED FROM REEDS TAVERN IN WILSONVILLE, NEBR.,
 LJ0428'BY DRIVING WEST ON STATE HIGHWAY 89 FOR 3.6 MILES TO ROAD
 LJ0428'INTERSECTION AND A SMALL WHITE SCHOOLHOUSE ON THE RIGHT.
 LJ0428'LEAVE THE HIGHWAY, TURN LEFT (SOUTH) ON A GRADED ROAD AND
 LJ0428'GO 1.1 MILES TO CROSSROADS, TAKE MAIN ROAD RIGHT (WEST) AND
 LJ0428'GO 0.5 MILE TO A T-INTERSECTION BETWEEN TWO SMALL BRIDGES.
 LJ0428'TURN SOUTH ON THE STEM OF THE T AND GO SOUTH 2.8 MILES TO TOP
 LJ0428'OF GRADE AND STATION.
 LJ0428'
 LJ0428'A 10-FOOT STAND CLEARS ALL LINES.
 LJ0428'
 LJ0428'NOTE--ALL DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND
 LJ0428'AZIMUTH MARK CHECKED WITH THOSE FURNISHED BY RECONNAISSANCE
 LJ0428'PARTY WITH THE EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO.
 LJ0428'2.
 LJ0428
 LJ0428                          STATION RECOVERY (1950)
 LJ0428
 LJ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LJ0428'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LJ0428'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 LJ0428'MARK WAS ESTABLISHED.
 LJ0428'
 LJ0428'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0428'
 LJ0428'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 3.5 MILES WEST OF
 LJ0428'WILSONVILLE IN THE WEST EDGE OF A CULTIVATED FIELD, 30 FEET
 LJ0428'EAST OF THE CENTER OF A ROAD AND 3 FEET EAST OF A WITNESS POST
 LJ0428'AND NORTH-SOUTH FENCE LINE.  IT IS STAMPED REED 1934 AND IS
 LJ0428'FLUSH WITH THE GROUND SURFACE.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 24 FEET EAST OF
 LJ0428'THE CENTER OF ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE
 LJ0428'AND IS ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 LJ0428'REED NO 1 1934 AND PROJECTS 3 INCHES.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2 IS IN THE NORTHEAST CORNER OF A CULTIVATED
 LJ0428'FIELD, 25 FEET WEST OF THE CENTER OF THE ROAD, 6 FEET WEST OF
 LJ0428'A NORTH-SOUTH FENCE LINE, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 LJ0428'AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 LJ0428'IS STAMPED REED NO 2 1934 AND PROJECTS 2 INCHES.
 LJ0428'
 LJ0428'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 177.29 FEET.
 LJ0428'
 LJ0428'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 21 FEET EAST
 LJ0428'OF THE CENTER OF ROAD, 2 FEET NORTH OF A WITNESS POST AND 1
 LJ0428'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED REED
 LJ0428'1950 AND PROJECTS 2 INCHES.
 LJ0428'
 LJ0428'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE POST
 LJ0428'OFFICE IN WILSONVILLE, GO WEST ON STATE HIGHWAY 89 FOR 3.6 MILES
 LJ0428'TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 1.1
 LJ0428'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 LJ0428'A T ROAD LEFT BETWEEN TWO BRIDGES, TURN LEFT AND GO SOUTH ON
 LJ0428'DIRT ROAD FOR 2.8 MILES TO STATION ON LEFT AS DESCRIBED.
 LJ0428'(CONTINUE SOUTH FOR 0.25 MILE TO AZIMUTH MARK ON LEFT AS
 LJ0428'DESCRIBED.)
 LJ0428
 LJ0428                          STATION RECOVERY (1968)
 LJ0428
 LJ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0428'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LJ0428'AND AZIMUTH MARK 1950 WERE RECOVERED IN GOOD CONDITION.  STATION
 LJ0428'WAS NOT OCCUPIED AT THIS TIME, BUT ADDITIONAL MEASUREMENTS WERE
 LJ0428'TAKEN AND ARE AS FOLLOWS--
 LJ0428'
 LJ0428'STATION MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LJ0428'POST AND STAMPED REED 1934, IS 30-1/2 FEET EAST OF THE CENTERLINE
 LJ0428'OF ROAD, 14 FEET NORTH OF FIELD DRIVEWAY, 3 FEET EAST OF THE
 LJ0428'NORTH GATE POST, 1 FOOT NORTH OF A CREOSOTED FENCE POST AND 1
 LJ0428'FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS ABOUT 6 INCHES
 LJ0428'BELOW THE SURFACE OF GROUND.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 LJ0428'CONCRETE POST AND STAMPED REED NO 1 1934, IS 27 FEET EAST OF
 LJ0428'THE CENTERLINE OF ROAD AND 1 FOOT WEST OF THE FENCELINE.  THE
 LJ0428'MARK IS FLUSH WITH THE GROUND.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A ROUND
 LJ0428'CONCRETE POST AND STAMPED REED NO 2 1934 IS 31 FEET WEST OF THE
 LJ0428'CENTERLINE OF ROAD, 6-1/2 FEET WEST-SOUTHWEST OF A T FENCE
 LJ0428'CORNER, 6 FEET WEST OF A NORTH-SOUTH FENCE AND 1-1/2 FEET SOUTH
 LJ0428'OF AN EAST-WEST FENCE.  THE MARK PROJECTS 4 INCHES.
 LJ0428'
 LJ0428'AZIMUTH MARK 1950 IS 0.25 MILE SOUTH OF THE STATION, 26 FEET
 LJ0428'EAST OF THE CENTERLINE OF ROAD, 1.5 FEET NORTH OF A 4X4 INCH
 LJ0428'WOOD WITNESS POST, 0.8 FEET NORTH OF A METAL WITNESS POST AND 0.8
 LJ0428'FEET WEST OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES.
 LJ0428'
 LJ0428'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY
 LJ0428'89 AT WILSONVILLE, GO WEST ON STATE HIGHWAY 89 FOR 1.6 MILES TO
 LJ0428'JUNCTION OF STATE HIGHWAY 47, CONTINUE WEST ON STATE HIGHWAY 89
 LJ0428'FOR 1.6 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH ON GRADED
 LJ0428'ROAD FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO WEST ON GRADED
 LJ0428'ROAD FOR 0.5 MILE TO T ROAD LEFT.  TURN LEFT AND GO 2.85 MILES
 LJ0428'TO STATION ON LEFT (EAST) SIDE OF ROAD.  CONTINUE SOUTH ON
 LJ0428'GRADED ROAD FOR 0.25 MILE TO AZIMUTH MARK ON LEFT (EAST) SIDE OF
 LJ0428'ROAD AS DESCRIBED.
 LJ0428'
 LJ0428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 LJ0428'SW OF WILSONVILLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1142 ***********************************************************************
 ML1142  DESIGNATION -  REESE
 ML1142  PID         -  ML1142
 ML1142  STATE/COUNTY-  NE/SHERMAN
 ML1142  COUNTRY     -  US
 ML1142  USGS QUAD   -  ARCADIA SW (2017)
 ML1142
 ML1142                         *CURRENT SURVEY CONTROL
 ML1142  ______________________________________________________________________
 ML1142* NAD 83(1995) POSITION- 41 19 23.89554(N) 099 10 05.75629(W)   ADJUSTED
 ML1142* NAVD 88 ORTHO HEIGHT -   735.    (meters)     2411.    (feet) SCALED
 ML1142  ______________________________________________________________________
 ML1142  GEOID HEIGHT    -        -23.572 (meters)                     GEOID18
 ML1142  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 ML1142  HORZ ORDER      -  FIRST
 ML1142
 ML1142.The horizontal coordinates were established by classical geodetic methods
 ML1142.and adjusted by the National Geodetic Survey in August 1997.
 ML1142
 ML1142.The orthometric height was scaled from a topographic map.
 ML1142
 ML1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1142.GEOID18 height accuracy estimate available here.
 ML1142
 ML1142.Click photographs - Photos may exist for this station.
 ML1142
 ML1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1142
 ML1142. The following values were computed from the NAD 83(1995) position.
 ML1142
 ML1142;                    North         East     Units Scale Factor Converg.
 ML1142;SPC NE       -   165,759.398   569,610.571   MT  0.99966365   +0 33 04.3
 ML1142;SPC NE       -   543,828.96  1,868,797.35   sFT  0.99966365   +0 33 04.3
 ML1142;UTM  14      - 4,574,661.572   485,917.975   MT  0.99960244   -0 06 40.0
 ML1142
 ML1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1142!SPC NE       -   0.99988838  x   0.99966365  =   0.99955207
 ML1142!UTM  14      -   0.99988838  x   0.99960244  =   0.99949087
 ML1142
 ML1142:                Primary Azimuth Mark                     Grid Az
 ML1142:SPC NE       -  REESE RM 3 AZIMUTH                       103 34 39.8
 ML1142:UTM  14      -  REESE RM 3 AZIMUTH                       104 14 24.1
 ML1142
 ML1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8591774661(NAD 83)
 ML1142
 ML1142|---------------------------------------------------------------------|
 ML1142| PID    Reference Object                     Distance      Geod. Az  |
 ML1142|                                                           dddmmss.s |
 ML1142| CN9562 REESE RM 3 AZIMUTH                  APPROX. 0.6 KM 1040744.1 |
 ML1142| CN9560 REESE RM 1                           12.280 METERS 16418     |
 ML1142| CN9561 REESE RM 2                           47.217 METERS 26952     |
 ML1142|---------------------------------------------------------------------|
 ML1142
 ML1142                          SUPERSEDED SURVEY CONTROL
 ML1142
 ML1142  NAD 83(1986)-  41 19 23.90299(N)    099 10 05.76136(W) AD(       ) 1
 ML1142  NAD 27      -  41 19 23.87000(N)    099 10 04.42400(W) AD(       ) 1
 ML1142
 ML1142.Superseded values are not recommended for survey control.
 ML1142
 ML1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1142.See file dsdata.pdf to determine how the superseded data were derived.
 ML1142
 ML1142_MARKER: DS = TRIANGULATION STATION DISK
 ML1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1142_STAMPING: REESE 1933
 ML1142_MARK LOGO: CGS
 ML1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1142+STABILITY: SURFACE MOTION
 ML1142
 ML1142  HISTORY     - Date     Condition        Report By
 ML1142  HISTORY     - 1933     MONUMENTED       CGS
 ML1142  HISTORY     - 1934     GOOD             NEGS
 ML1142
 ML1142                          STATION DESCRIPTION
 ML1142
 ML1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1142'ABOUT 9 MILES WEST OF LOUP CITY, IN SOUTHEAST QUARTER SEC. 29,
 ML1142'T. 16 N., R. 16 W., IN A GROVE OF TREES ON LAND OWNED BY R.H.
 ML1142'REESE, OF BURLINGTON JUNCTION, MISSOURI.  STATION IS ABOUT 350
 ML1142'YARDS NORTH OF ROAD ALONG SOUTH SIDE OF SECTION, AND NEAR THE
 ML1142'NORTH EDGE OF THE GROVE.
 ML1142'
 ML1142'REACHED FROM LOUP CITY VIA STATE HIGHWAY 16, WEST 11.6 MILES
 ML1142'TO GRADED ROAD LEADING NORTH.  THIS ROAD IS ON SECTION LINE
 ML1142'1 MILE EAST OF SHERMAN-CUSTER COUNTY LINE.  FOLLOW THIS ROAD
 ML1142'NORTH 3.0 MILES, THENCE EAST ON HILLY DIRT ROAD 0.9 MILE TO
 ML1142'GATE ON NORTH SIDE ROAD, LARGE GROVE OF TREES TO SOUTH.  FOLLOW
 ML1142'FARM ROAD NORTH FROM GATE 1/4 MILE, AND STATION WILL BE 75
 ML1142'YARDS SOUTHWEST.  FROM ANSLEY, THE ROAD TO STATION IS 11.0
 ML1142'MILES EAST VIA STATE HIGHWAY 16.
 ML1142'
 ML1142'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SLOPE
 ML1142'OF KNOLL, AND IN SAME GROVE AS STATION.
 ML1142'
 ML1142'REFERENCE MARK NO. 2 IS IN FENCE LINE EAST OF
 ML1142'STATION, AT EAST EDGE OF TREES, AND WEST OF FARM ROAD.
 ML1142'
 ML1142'REFERENCE MARK NO. 3 (AZIMUTH MARK), IS IN SOUTH
 ML1142'FENCE OF ROAD ON SECTION LINE SOUTH OF STATION.
 ML1142'
 ML1142'HEIGHT OF SIGNAL ABOVE STATION MARK - 9.08 METERS.
 ML1142
 ML1142                          STATION RECOVERY (1934)
 ML1142
 ML1142'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934 (WM)
 ML1142'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ML1142'ORIGINAL DESCRIPTION IS STILL GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0416 ***********************************************************************
 NO0416  DESIGNATION -  REFUGE
 NO0416  PID         -  NO0416
 NO0416  STATE/COUNTY-  NE/CHERRY
 NO0416  COUNTRY     -  US
 NO0416  USGS QUAD   -  LONG LAKE (2017)
 NO0416
 NO0416                         *CURRENT SURVEY CONTROL
 NO0416  ______________________________________________________________________
 NO0416* NAD 83(1995) POSITION- 42 28 17.31173(N) 100 29 17.73413(W)   ADJUSTED
 NO0416* NAVD 88 ORTHO HEIGHT -   926.    (meters)     3038.    (feet) SCALED
 NO0416  ______________________________________________________________________
 NO0416  GEOID HEIGHT    -        -21.623 (meters)                     GEOID18
 NO0416  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 NO0416  HORZ ORDER      -  SECOND
 NO0416
 NO0416.The horizontal coordinates were established by classical geodetic methods
 NO0416.and adjusted by the National Geodetic Survey in August 1997.
 NO0416
 NO0416.The orthometric height was scaled from a topographic map.
 NO0416
 NO0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0416.GEOID18 height accuracy estimate available here.
 NO0416
 NO0416.Click photographs - Photos may exist for this station.
 NO0416
 NO0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0416
 NO0416. The following values were computed from the NAD 83(1995) position.
 NO0416
 NO0416;                    North         East     Units Scale Factor Converg.
 NO0416;SPC NE       -   293,028.352   459,855.529   MT  0.99980076   -0 19 24.8
 NO0416;SPC NE       -   961,377.18  1,508,709.35   sFT  0.99980076   -0 19 24.8
 NO0416;UTM  14      - 4,703,198.761   377,658.670   MT  0.99978415   -1 00 18.1
 NO0416
 NO0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0416!SPC NE       -   0.99985814  x   0.99980076  =   0.99965892
 NO0416!UTM  14      -   0.99985814  x   0.99978415  =   0.99964232
 NO0416
 NO0416:                Primary Azimuth Mark                     Grid Az
 NO0416:SPC NE       -  REFUGE AZ MK                             303 47 15.7
 NO0416:UTM  14      -  REFUGE AZ MK                             304 28 09.0
 NO0416
 NO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7765803198(NAD 83)
 NO0416
 NO0416|---------------------------------------------------------------------|
 NO0416| PID    Reference Object                     Distance      Geod. Az  |
 NO0416|                                                           dddmmss.s |
 NO0416| NO0417 VALENTINE NAT WILDLIFE LOT 2          7.217 METERS 04757     |
 NO0416| CO3566 REFUGE RM 1                           8.169 METERS 08330     |
 NO0416| CO3565 REFUGE AZ MK                                       3032750.9 |
 NO0416| CO3567 REFUGE RM 2                           5.190 METERS 32904     |
 NO0416|---------------------------------------------------------------------|
 NO0416
 NO0416                          SUPERSEDED SURVEY CONTROL
 NO0416
 NO0416  NAD 83(1986)-  42 28 17.31256(N)    100 29 17.74093(W) AD(       ) 2
 NO0416  NAD 27      -  42 28 17.31400(N)    100 29 16.26100(W) AD(       ) 2
 NO0416
 NO0416.Superseded values are not recommended for survey control.
 NO0416
 NO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0416.See file dsdata.pdf to determine how the superseded data were derived.
 NO0416
 NO0416_MARKER: DS = TRIANGULATION STATION DISK
 NO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0416_STAMPING: REFUGE 1949
 NO0416_MARK LOGO: CGS
 NO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0416+STABILITY: SURFACE MOTION
 NO0416
 NO0416  HISTORY     - Date     Condition        Report By
 NO0416  HISTORY     - 1949     MONUMENTED       CGS
 NO0416
 NO0416                          STATION DESCRIPTION
 NO0416
 NO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0416'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL
 NO0416'IN THE VALENTINE NATIONAL WILDLIFE REFUGE.  IT IS ABOUT 2.5
 NO0416'MILES EAST OF U.S. HIGHWAY NO. 83 AND 23.68 FEET SOUTHWEST OF
 NO0416'THE CENTER OF A WILDLIFE REFUGE LOOKOUT TOWER.  IT PROJECTS 2
 NO0416'INCHES AND IS STAMPED, REFUGE 1949.
 NO0416'
 NO0416'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NO0416'THE STATION AND IS 6.0 FEET SOUTHWEST OF THE SOUTHEAST LEG OF
 NO0416'THE LOOKOUT TOWER.  IT PROJECTS 3 INCHES AND IS STAMPED, REFUGE
 NO0416'NO 1 1949.
 NO0416'
 NO0416'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 NO0416'THE STATION AND IS 15.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 NO0416'LEG OF THE LOOKOUT TOWER.  IT IS SET FLUSH WITH THE GROUND
 NO0416'AND IS STAMPED, REFUGE NO 2 1949.
 NO0416'
 NO0416'AZIMUTH MARK IS 1.0 FOOT SOUTH OF THE SOUTHEAST CORNER OF
 NO0416'MR. WIESMANS DOUBLE GARAGE.  IT IS SET FLUSH WITH THE GROUND
 NO0416'AND IS STAMPED, REFUGE 1949.
 NO0416'
 NO0416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0416'AND U.S. HIGHWAY NO. 83, 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE,
 NO0416'GO SOUTHWEST AND SOUTH ON U.S. HIGHWAY NO. 83 FOR 23.4 MILES
 NO0416'TO A ROAD LEFT AT A SIGN READING JOHN PEDERSEN, TURN LEFT AND
 NO0416'GO EAST ON RANCH ROAD FOR 1.15 MILES TO THE HOME OF MR.
 NO0416'WIESMAN, AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE, CONTINUE
 NO0416'EAST ON RANCH ROAD FOR 1.2 MILES TO A CATTLE GUARD AND WIRE
 NO0416'GATE, CONTINUE ON MAIN TRAVELED EASTERLY FOR 0.8 MILE, TURN
 NO0416'RIGHT, LEAVING ROAD, AND GO SOUTH FOR 0.25 MILE TO THE
 NO0416'LOOKOUT TOWER AND THE STATION.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT KELLER, B.M. S 12 (USGS), DANIELS 1933,
 NO0416'WILDLIFE, AND MARSH ARE VISIBLE AT 4 FEET.
 NO0416'
 NO0416'A 74 FOOT SIGNAL AT BAKER 1933 IS VISIBLE AT 4 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT HACKBERRY IS VISIBLE AT 77 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT BROWNLEE IS VISIBLE AT 37 FEET.
 NO0416'
 NO0416'A 74 FOOT SIGNAL AT RANDALL IS VISIBLE AT 37 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT KAISER AND MORRIS IS VISIBLE AT 4 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT SKULL IS VISIBLE AT 37 FEET.
 NO0416'
 NO0416'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0953 ***********************************************************************
 LG0953  DESIGNATION -  REGIER
 LG0953  PID         -  LG0953
 LG0953  STATE/COUNTY-  NE/HAMILTON
 LG0953  COUNTRY     -  US
 LG0953  USGS QUAD   -  HENDERSON (2017)
 LG0953
 LG0953                         *CURRENT SURVEY CONTROL
 LG0953  ______________________________________________________________________
 LG0953* NAD 83(1995) POSITION- 40 50 36.20728(N) 097 51 17.61885(W)   ADJUSTED
 LG0953* NAVD 88 ORTHO HEIGHT -   534.73  (+/-2cm)     1754.4   (feet) VERTCON
 LG0953  ______________________________________________________________________
 LG0953  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 LG0953  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 LG0953  HORZ ORDER      -  THIRD
 LG0953  VERT ORDER      -  THIRD ? (See Below)
 LG0953
 LG0953.The horizontal coordinates were established by classical geodetic methods
 LG0953.and adjusted by the National Geodetic Survey in August 1997.
 LG0953
 LG0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0953
 LG0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0953.GEOID18 height accuracy estimate available here.
 LG0953
 LG0953.The vertical order pertains to the NGVD 29 superseded value.
 LG0953
 LG0953.Click photographs - Photos may exist for this station.
 LG0953
 LG0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0953
 LG0953. The following values were computed from the NAD 83(1995) position.
 LG0953
 LG0953;                    North         East     Units Scale Factor Converg.
 LG0953;SPC NE       -   114,387.609   680,837.077   MT  0.99972494   +1 25 17.6
 LG0953;SPC NE       -   375,286.68  2,233,712.98   sFT  0.99972494   +1 25 17.6
 LG0953;UTM  14      - 4,522,003.128   596,533.690   MT  0.99971470   +0 44 56.2
 LG0953
 LG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0953!SPC NE       -   0.99992020  x   0.99972494  =   0.99964516
 LG0953!UTM  14      -   0.99992020  x   0.99971470  =   0.99963492
 LG0953
 LG0953:                Primary Azimuth Mark                     Grid Az
 LG0953:SPC NE       -  REGIER AZ MK                             086 52 38.8
 LG0953:UTM  14      -  REGIER AZ MK                             087 33 00.2
 LG0953
 LG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9653322003(NAD 83)
 LG0953
 LG0953|---------------------------------------------------------------------|
 LG0953| PID    Reference Object                     Distance      Geod. Az  |
 LG0953|                                                           dddmmss.s |
 LG0953| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX. 8.0 KM 0043748.9 |
 LG0953| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.10.2 KM 0634852.0 |
 LG0953| CN9565 REGIER RM 1 RESET                    17.851 METERS 06746     |
 LG0953| CN9564 REGIER RM 1                          17.851 METERS 07822     |
 LG0953| CN9563 REGIER AZ MK                                       0881756.4 |
 LG0953| CN9566 REGIER RM 2                          22.586 METERS 27848     |
 LG0953| LG0959 HAMPTON ST PETERS LUTHERAN CH       APPROX. 5.3 KM 3300704.7 |
 LG0953|---------------------------------------------------------------------|
 LG0953
 LG0953                          SUPERSEDED SURVEY CONTROL
 LG0953
 LG0953  NAD 83(1986)-  40 50 36.21580(N)    097 51 17.62019(W) AD(       ) 3
 LG0953  NAD 27      -  40 50 36.17800(N)    097 51 16.44800(W) AD(       ) 3
 LG0953  NGVD 29             534.50   (m)         1753.6    (f) LEVELING    3  
 LG0953
 LG0953.Superseded values are not recommended for survey control.
 LG0953
 LG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0953.See file dsdata.pdf to determine how the superseded data were derived.
 LG0953
 LG0953_MARKER: DS = TRIANGULATION STATION DISK
 LG0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0953
 LG0953  HISTORY     - Date     Condition        Report By
 LG0953  HISTORY     - 1950     MONUMENTED       CGS
 LG0953  HISTORY     - 1966     GOOD             NEDR
 LG0953
 LG0953                          STATION DESCRIPTION
 LG0953
 LG0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0953'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF
 LG0953'HENDERSON, 3-1/2 MILES SOUTHEAST OF HAMPTON, ALONG THE SOUTH SIDE
 LG0953'OF A SECTION LINE ROAD AND IN THE HALF MILE FENCE LINE.
 LG0953'IT IS 78.4 FEET SOUTH OF A POWERLINE POLE WITH A TRIANGLE
 LG0953'BLAZE, 41 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND
 LG0953'11 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 LG0953'PROJECTS 4 INCHES AND THE DISK IS STAMPED REGIER 1950.
 LG0953'
 LG0953'REFERENCE MARK NO. 1 IS 30.5 FEET SOUTH OF THE CENTERLINE OF THE
 LG0953'DIRT ROAD AND SET IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 LG0953'PROJECTS 6 INCHES AND THE DISK IS STAMPED REGIER NO 1 1950.
 LG0953'
 LG0953'REFERENCE MARK NO. 2 IS 70 FEET WEST OF THE HALF MILE FENCE LINE,
 LG0953'32 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND IT IS SET IN
 LG0953'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 LG0953'DISK IS STAMPED REGIER NO 2 1950.
 LG0953'
 LG0953'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF AN EAST AND
 LG0953'WEST ROAD, 3 FEET WEST-SOUTHWEST OF A POWERLINE POLE AND 3
 LG0953'FEET WEST-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6
 LG0953'INCHES AND THE DISK IS STAMPED REGIER 1950.
 LG0953'
 LG0953'TO REACH FROM THE HENDERSON COMMUNITY HOSPITAL AT THE EAST EDGE
 LG0953'OF HENDERSON, GO NORTH ON A GRAVELED ROAD 2.2 MILES TO CROSSROADS,
 LG0953'TURN LEFT (WEST) ON GRAVELED ROAD 2.0 MILES TO CROSSROADS, TURN
 LG0953'RIGHT (NORTH) 2.0 MILES TO CROSSROADS, TURN LEFT (WEST) 0.1
 LG0953'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST 0.4 MILE
 LG0953'TO THE HALF SECTION LINE FENCE AND THE STATION AS DESCRIBED.
 LG0953'
 LG0953'A 74 FT. SIGNAL AT BERGEN IS VISIBLE AT 10 FT.
 LG0953'
 LG0953'AN 87 FT. SIGNAL AT HAMILTON IS VISIBLE AT 10 FT.
 LG0953'
 LG0953'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LG0953
 LG0953                          STATION RECOVERY (1966)
 LG0953
 LG0953'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG0953'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 LG0953'FOUND TO BE IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 LG0953'1950.  AN ANGLE TO R.M. NO. 2 COULD NOT BE MEASURED DUE TO
 LG0953'CORN RINGS IN THE LINE OF SIGHT.
 LG0953'
 LG0953'R.M. NO. 1 WAS RECOVERED BUT WAS FOUND DAMAGED ON THE SURFACE.
 LG0953'R.M. NO. 1 WAS RESET USING THE ORIGINAL BRASS DISK.  R.M. NO. 1
 LG0953'IS STAMPED REGIER, 1950.  REF. 1 - RESET 1966.
 LG0953'
 LG0953'TO REACH DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0958 ***********************************************************************
 LG0958  DESIGNATION -  REGIER SW
 LG0958  PID         -  LG0958
 LG0958  STATE/COUNTY-  NE/HAMILTON
 LG0958  COUNTRY     -  US
 LG0958  USGS QUAD   -  AURORA EAST (2017)
 LG0958
 LG0958                         *CURRENT SURVEY CONTROL
 LG0958  ______________________________________________________________________
 LG0958* NAD 83(1995) POSITION- 40 49 07.79656(N) 097 52 59.46128(W)   ADJUSTED
 LG0958* NAVD 88 ORTHO HEIGHT -   534.58  (+/-2cm)     1753.9   (feet) VERTCON
 LG0958  ______________________________________________________________________
 LG0958  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 LG0958  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 LG0958  HORZ ORDER      -  SECOND
 LG0958  VERT ORDER      -  THIRD ? (See Below)
 LG0958
 LG0958.The horizontal coordinates were established by classical geodetic methods
 LG0958.and adjusted by the National Geodetic Survey in August 1997.
 LG0958
 LG0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0958
 LG0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0958.GEOID18 height accuracy estimate available here.
 LG0958
 LG0958.The vertical order pertains to the NGVD 29 superseded value.
 LG0958
 LG0958.Click photographs - Photos may exist for this station.
 LG0958
 LG0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0958
 LG0958. The following values were computed from the NAD 83(1995) position.
 LG0958
 LG0958;                    North         East     Units Scale Factor Converg.
 LG0958;SPC NE       -   111,603.148   678,519.433   MT  0.99972994   +1 24 10.1
 LG0958;SPC NE       -   366,151.33  2,226,109.17   sFT  0.99972994   +1 24 10.1
 LG0958;UTM  14      - 4,519,246.110   594,183.553   MT  0.99970918   +0 43 48.3
 LG0958
 LG0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0958!SPC NE       -   0.99992022  x   0.99972994  =   0.99965018
 LG0958!UTM  14      -   0.99992022  x   0.99970918  =   0.99962942
 LG0958
 LG0958:                Primary Azimuth Mark                     Grid Az
 LG0958:SPC NE       -  REGIER SW AZ MK                          177 07 34.4
 LG0958:UTM  14      -  REGIER SW AZ MK                          177 47 56.2
 LG0958
 LG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9418319246(NAD 83)
 LG0958
 LG0958|---------------------------------------------------------------------|
 LG0958| PID    Reference Object                     Distance      Geod. Az  |
 LG0958|                                                           dddmmss.s |
 LG0958| CN9568 REGIER SW RM 1                                     06256     |
 LG0958| CN9567 REGIER SW AZ MK                                    1783144.5 |
 LG0958| CN9569 REGIER SW RM 2                                     18917     |
 LG0958|---------------------------------------------------------------------|
 LG0958
 LG0958                          SUPERSEDED SURVEY CONTROL
 LG0958
 LG0958  NAD 83(1986)-  40 49 07.80496(N)    097 52 59.46278(W) AD(       ) 2
 LG0958  NAD 27      -  40 49 07.76672(N)    097 52 58.28557(W) AD(       ) 2
 LG0958  NGVD 29             534.35   (m)         1753.1    (f) LEVELING    3  
 LG0958
 LG0958.Superseded values are not recommended for survey control.
 LG0958
 LG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0958.See file dsdata.pdf to determine how the superseded data were derived.
 LG0958
 LG0958_MARKER: DD = SURVEY DISK
 LG0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0958_PROJECTION: RECESSED 24 CENTIMETERS
 LG0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0958+STABILITY: SURFACE MOTION
 LG0958
 LG0958  HISTORY     - Date     Condition        Report By
 LG0958  HISTORY     - 1961     MONUMENTED       NEDR
 LG0958  HISTORY     - 1974     MARK NOT FOUND   NGS
 LG0958
 LG0958                          STATION DESCRIPTION
 LG0958
 LG0958'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0958'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE HAMPTON
 LG0958'R.R. DEPOT AT HAMPTON, IN SEC. 21 T 1O N, R 5 W.
 LG0958'
 LG0958'TO REACH STATION FROM THE HAMPTON R.R. DEPOT PROCEED 0.2 MILES EAST
 LG0958'ON STATE HIGHWAY 2 AND 34 TO COUNTY ROAD INTERSECTION, TURN RIGHT
 LG0958'(SOUTH) AND FOLLOW COUNTY ROAD 4.4 MILES TO STATION.
 LG0958'
 LG0958'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0958'STAMPED REGIER SW 1961.  FROM THE MONUMENT IT IS 29.0 FEET EAST TO
 LG0958'CENTERLINE OF COUNTY ROAD, 9.0 FEET SOUTH TO CENTERLINE OF
 LG0958'FIELD ENTRANCE ON WEST SIDE OF COUNTY ROAD, 23.6 FEET SOUTH TO
 LG0958'STEEL WITNESS POST.  MONUMENT IS 0.8 FEET BELOW GROUND ELEVATION.
 LG0958'
 LG0958'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0958'DISK STAMPED REGIER SW R.M. 1 IS 1.3 FEET WEST OF EAST R.O.W. FENCE,
 LG0958'32.5 FEET EAST OF CENTERLINE COUNTY ROAD AND 4.6 FEET SOUTH OF GAS
 LG0958'METER.  PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0958'
 LG0958'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LG0958'DISK STAMPED REGIER SW R.M. 2 IS 33.0 FEET WEST OF CENTERLINE
 LG0958'OF COUNTY ROAD, 1.6 FEET SOUTH OF STEEL WITNESS POST, 13.0 FEET
 LG0958'SOUTH OF CENTERLINE OF FIELD ENTRANCE ON WEST.  PROJECTS 0.2 FEET
 LG0958'ABOVE GROUND ELEVATION.
 LG0958'
 LG0958'AZIMUTH MARK IS REACHED FROM STATION BY PROCEEDING 0.5 MILES SOUTH
 LG0958'ALONG COUNTY ROAD TO MARK.
 LG0958'
 LG0958'AZIMUTH IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK, STAMPED
 LG0958'REGIER SOUTHWEST 1961 AND IS 32.0 FEET EAST OF CENTERLINE OF COUNTY
 LG0958'ROAD, 1.4 FEET NORTH OF STEEL WITNESS POST AND 2.1 FEET NORTH OF
 LG0958'POWER POLE.  IT PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0958
 LG0958                          STATION RECOVERY (1974)
 LG0958
 LG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG0958'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG0958'STATION MARK AND THE REFERENCE MARKS WERE SEARCHED FOR AND COULD
 LG0958'NOT BE FOUND.  IT IS BELIEVED THIS STATION COULD HAVE BEEN
 LG0958'DESTROYED WHEN A HUSKY SERVICE STATION WAS BUILT IN THE AREA OF
 LG0958'THE STATION SITE.
 LG0958'
 LG0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 LG0958'SOUTH OF HAMPTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1209 ***********************************************************************
 LH1209  CBN         -  This is a Cooperative Base Network Control Station.
 LH1209  DESIGNATION -  REIHER RESET
 LH1209  PID         -  LH1209
 LH1209  STATE/COUNTY-  NE/WEBSTER
 LH1209  COUNTRY     -  US
 LH1209  USGS QUAD   -  RED CLOUD NE (2017)
 LH1209
 LH1209                         *CURRENT SURVEY CONTROL
 LH1209  ______________________________________________________________________
 LH1209* NAD 83(2011) POSITION- 40 10 33.74194(N) 098 30 20.37212(W)   ADJUSTED
 LH1209* NAD 83(2011) ELLIP HT-   566.954 (meters)        (06/27/12)   ADJUSTED
 LH1209* NAD 83(2011) EPOCH   -  2010.00
 LH1209* NAVD 88 ORTHO HEIGHT -   592.9   (meters)     1945.    (feet) GPS OBS
 LH1209  ______________________________________________________________________
 LH1209  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1209  GEOID HEIGHT    -        -25.866 (meters)                     GEOID93
 LH1209  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 LH1209  NAD 83(2011) X  -   -721,868.460 (meters)                     COMP
 LH1209  NAD 83(2011) Y  - -4,826,873.446 (meters)                     COMP
 LH1209  NAD 83(2011) Z  -  4,093,305.706 (meters)                     COMP
 LH1209  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 LH1209
 LH1209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1209  Standards:
 LH1209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1209  -------------------------------------------------------------------
 LH1209  NETWORK    0.36   0.71           0.17   0.11   0.36     -0.03067456
 LH1209  -------------------------------------------------------------------
 LH1209  Click here for local accuracies and other accuracy information.
 LH1209
 LH1209.The horizontal coordinates were established by GPS observations
 LH1209.and adjusted by the National Geodetic Survey in June 2012.
 LH1209
 LH1209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1209.been affixed to the stable North American tectonic plate. See 
 LH1209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1209
 LH1209.The horizontal coordinates are valid at the epoch date displayed above
 LH1209.which is a decimal equivalence of Year/Month/Day.
 LH1209
 LH1209.The orthometric height was determined by GPS observations and a
 LH1209.high-resolution geoid model.
 LH1209
 LH1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1209.GEOID18 height accuracy estimate available here.
 LH1209
 LH1209.Click photographs - Photos may exist for this station.
 LH1209
 LH1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1209
 LH1209.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1209
 LH1209.The ellipsoidal height was determined by GPS observations
 LH1209.and is referenced to NAD 83.
 LH1209
 LH1209. The following values were computed from the NAD 83(2011) position.
 LH1209
 LH1209;                    North         East     Units Scale Factor Converg.
 LH1209;SPC NE       -    39,152.083   627,263.380   MT  0.99992507   +0 59 25.1
 LH1209;SPC NE       -   128,451.46  2,057,946.61   sFT  0.99992507   +0 59 25.1
 LH1209;UTM  14      - 4,447,413.308   542,088.335   MT  0.99962181   +0 19 08.1
 LH1209
 LH1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1209!SPC NE       -   0.99991107  x   0.99992507  =   0.99983614
 LH1209!UTM  14      -   0.99991107  x   0.99962181  =   0.99953291
 LH1209
 LH1209:                Primary Azimuth Mark                     Grid Az
 LH1209:SPC NE       -  REIHER AZ MK 2                           294 29 16.0
 LH1209:UTM  14      -  REIHER AZ MK 2                           295 09 33.0
 LH1209
 LH1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4208847413(NAD 83)
 LH1209
 LH1209|---------------------------------------------------------------------|
 LH1209| PID    Reference Object                     Distance      Geod. Az  |
 LH1209|                                                           dddmmss.s |
 LH1209| LH1182 COWLES ATT RELAY TOWER              APPROX. 8.5 KM 1270019.8 |
 LH1209| CN9573 REIHER RM 3                          25.333 METERS 14943     |
 LH1209| CN9571 REIHER RM 1                          22.423 METERS 16236     |
 LH1209| CN9572 REIHER RM 2                          15.290 METERS 25945     |
 LH1209| CN9574 REIHER RM 4                          15.640 METERS 26341     |
 LH1209| LH1210 REIHER AZ MK 2                      APPROX. 1.3 KM 2952841.1 |
 LH1209| CN9570 REIHER AZ MK                                       2994746.2 |
 LH1209|---------------------------------------------------------------------|
 LH1209
 LH1209                          SUPERSEDED SURVEY CONTROL
 LH1209
 LH1209  NAD 83(2007)-  40 10 33.74188(N)    098 30 20.37276(W) AD(2002.00) 0
 LH1209  ELLIP H (02/10/07)  566.978  (m)                       GP(2002.00)    
 LH1209  ELLIP H (07/10/01)  566.949  (m)                       GP(       ) 4 1
 LH1209  NAD 83(1995)-  40 10 33.74163(N)    098 30 20.37219(W) AD(       ) B
 LH1209  ELLIP H (06/25/96)  567.014  (m)                       GP(       ) 1 1
 LH1209  NAD 83(1986)-  40 10 33.74912(N)    098 30 20.37096(W) AD(       ) 1
 LH1209  NAD 27      -  40 10 33.70600(N)    098 30 19.15300(W) AD(       ) 1
 LH1209  NGVD 29 (07/19/86)  591.9    (m)         1942.     (f) VERT ANG       
 LH1209
 LH1209.Superseded values are not recommended for survey control.
 LH1209
 LH1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1209.See file dsdata.pdf to determine how the superseded data were derived.
 LH1209
 LH1209_MARKER: DS = TRIANGULATION STATION DISK
 LH1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1209_STAMPING: REIHER 1947 1967
 LH1209_MARK LOGO: CGS
 LH1209_PROJECTION: RECESSED 30 CENTIMETERS
 LH1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1209+STABILITY: SURFACE MOTION
 LH1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1209+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 LH1209
 LH1209  HISTORY     - Date     Condition        Report By
 LH1209  HISTORY     - 1947     MONUMENTED       CGS
 LH1209  HISTORY     - 1967     GOOD             CGS
 LH1209  HISTORY     - 1967     GOOD             CGS
 LH1209  HISTORY     - 1980     SEE DESCRIPTION  NGS
 LH1209  HISTORY     - 19890403 GOOD             NGS
 LH1209  HISTORY     - 19950418 GOOD             NGS
 LH1209  HISTORY     - 20000605 GOOD             NEDR
 LH1209  HISTORY     - 20021210 GOOD             NEDR
 LH1209  HISTORY     - 20031001 GOOD             NEPPD
 LH1209  HISTORY     - 20090722 GOOD             NEDR
 LH1209  HISTORY     - 20180611 GOOD             NEGS
 LH1209
 LH1209                          STATION DESCRIPTION
 LH1209
 LH1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1209'STATION IS LOCATED ABOUT 6 MILES NORTH OF RED CLOUD ON THE
 LH1209'SUMMIT OF A HIGH RIDGE.  THE MARK, STAMPED REIHER 1947, IS
 LH1209'42 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 12 FEET
 LH1209'NORTH NORTHWEST OF A WITNESS POST, 10 FEET NORTH OF A WIRE FENCE,
 LH1209'11 FEET WEST AND 2 FEET NORTH OF THE SOUTHEAST CORNER OF A
 LH1209'GRAIN SHED AND PROJECTS 2 INCHES.
 LH1209'
 LH1209'REFERENCE MARK NO. 1, STAMPED REIHER NO 1 1947, IS 28 FEET
 LH1209'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 1 FOOT
 LH1209'NORTH OF AN EAST-WEST WIRE FENCE AND PROJECTS 2 INCHES.
 LH1209'
 LH1209'REFERENCE MARK NO. 2, STAMPED REIHER NO 2 1947, IS 32 FEET NORTH
 LH1209'OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH
 LH1209'OF AN EAST-WEST WIRE FENCE AND PROJECTS 3 INCHES.
 LH1209'
 LH1209'THE AZIMUTH MARK, STAMPED REIHER 1947, IS 39 FEET EAST OF THE
 LH1209'CENTER LINE OF U.S. HIGHWAY NO. 281, 8 FEET SOUTH OF THE CENTER
 LH1209'LINE OF AN ABANDONED DRIVE WAY, 1.5 FEET NORTH OF A WITNESS POST,
 LH1209'1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE AND PROJECTS 4 INCHES.
 LH1209'
 LH1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 281
 LH1209'AND STATE HIGHWAY NO. 3 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY
 LH1209'NO. 281 FOR 6.0 MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND
 LH1209'GO 0.75 MILE TO STATION NEAR GRAIN SHED ON LEFT, NORTH, SIDE
 LH1209'OF ROAD.
 LH1209'
 LH1209'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 LH1209'NO 281 AND STATE HIGHWAY NO. 3 IN RED CLOUD, GO NORTH ON U.S.
 LH1209'HIGHWAY NO. 281 FOR 6.4 MILES TO MARK ON THE RIGHT, EAST, SIDE
 LH1209'OF ROAD ALONG ABANDONED DRIVE WAY.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION BLUE HILL 1898 IS VISIBLE AT 37
 LH1209'FEET.
 LH1209'
 LH1209'A 4 FOOT SIGNAL AT STATION COWLES IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION BANGERT IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 4 FOOT SIGNAL AT STATION HARRIS IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION AT STATION COOPER 1898 IS VISIBLE AT
 LH1209'37 FEET.
 LH1209'
 LH1209'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LH1209
 LH1209                          STATION RECOVERY (1967)
 LH1209
 LH1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1209'STATION WAS RECOVERED AND ALL MARKS WERE FOUND.  STATION AND
 LH1209'AZIMUTH MARKS ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 1
 LH1209'IS SOLID IN THE GROUND BUT ABOUT 14 INCHES OF THE MARK IS
 LH1209'EXPOSED ON THE NORTH SIDE.  REFERENCE MARK NUMBER 2 WAS LOOSE
 LH1209'IN THE GROUND AND THE MARK EXPOSED ON THE SOUTH SIDE ALL THE
 LH1209'WAY TO THE BOTTOM OF THE MARK.  REFERENCE MARK NUMBER 2 HAS
 LH1209'BEEN DESTROYED.  TWO NEW REFERENCE MARKS, NUMBERS 3 AND 4
 LH1209'HAVE BEEN ESTABLISHED.
 LH1209'
 LH1209'THE LOCATION AND THE DESCRIPTION OF HOW TO REACH THE STATION
 LH1209'WAS ADEQUATELY DESCRIBED.  LAND ON WHICH THE STATION IS
 LH1209'ESTABLISHED IS NOW OWNED BY A MR. VERN KRUEGAR OF RED CLOUD,
 LH1209'NEBRASKA.
 LH1209'
 LH1209'STATION MARK HAS BEEN LOWERED BY REQUEST OF THE LAND OWNER.
 LH1209'
 LH1209'STATION MARK DISK IS STAMPED REIHER 1947 1967 AND IS ABOUT
 LH1209'12 INCHES BELOW THE SURFACE OF THE GROUND.
 LH1209'MARK IS 73.3 FEET WEST OF THE WEST GATE POST OF A WIRE GATE, 69.0
 LH1209'FEET NORTH OF A TELEPHONE POLE.  38-1/2 FEET NORTH OF THE CENTER
 LH1209'OF COUNTY HIGHWAY 1218 AND 5.7 FEET NORTH OF AN EAST-WEST
 LH1209'FENCELINE.
 LH1209'
 LH1209'REFERENCE MARK NUMBER 1 DISK IS STAMPED REIHER NO 1 1947 AND
 LH1209'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 LH1209'MARK IS 31 FEET SOUTH OF THE CENTER OF HIGHWAY 1218, 27.3
 LH1209'FEET EAST OF THE TELEPHONE POLE AND 2.0 FEET NORTH OF AN
 LH1209'EAST-WEST FENCELINE.
 LH1209'
 LH1209'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK,
 LH1209'STAMPED REIHER 1947 NO 4 1967, SET IN THE TOP OF A ROUND
 LH1209'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 LH1209'GROUND.  MARK IS 33 FEET NORTH OF THE CENTER OF
 LH1209'HIGHWAY 1218 AND 4 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 LH1209'
 LH1209'REFERENCE MARK NUMBER 3 DISK IS A STANDARD REFERENCE MARK DISK,
 LH1209'STAMPED REIHER 1947 NO 3 1967, SET IN THE TOP OF A ROUND
 LH1209'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LH1209'MARK IS 47.3 FEET EAST OF THE TELEPHONE POLE, 33
 LH1209'FEET SOUTH OF THE CENTER OF HIGHWAY 1218 AND 0.6 FEET NORTH OF
 LH1209'AN EAST-WEST FENCELINE.
 LH1209'
 LH1209'AZIMUTH MARK DISK IS STAMPED REIHER 1947 AND MARK IS FLUSH
 LH1209'WITH THE SURFACE OF THE GROUND.  MARK IS 40 FEET
 LH1209'EAST OF THE CENTER OF U.S. HIGHWAY 281, 2.0 FEET SOUTH OF A
 LH1209'METAL WITNESS POST, 1.6 FEET NORTH OF A 4 X 4 IN WOOD
 LH1209'WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 LH1209'
 LH1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES WEST
 LH1209'OF COWLES.
 LH1209'
 LH1209'HEIGHT OF LIGHT ABOVE STATION MARK 72.96 FEET.
 LH1209
 LH1209                          STATION RECOVERY (1967)
 LH1209
 LH1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LH1209'RECOVERED IN GOOD CONDITION.
 LH1209
 LH1209                          STATION RECOVERY (1980)
 LH1209
 LH1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1209'SUBSURFACE STATION MARK, REFERENCE MARKS 1, 3, 4 AND THE AZIMUTH
 LH1209'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS IN THE
 LH1209'WAY OF CONSTRUCTION, THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED
 LH1209'AND THE ORIGINAL AZIMUTH MARK DESTROYED.  THE DISTANCE TO REFERENCE
 LH1209'MARK 1 WAS 0.057 METER SHORTER, TO REFERENCE MARK 3, 0.016 METER
 LH1209'SHORTER AND TO REFERENCE MARK 4 0.005 METER SHORTER.  THE DIRECTION
 LH1209'TO REFERENCE MARK 1 WAS 1 MINUTE, 15 SECONDS SMALLER, TO REFERENCE
 LH1209'MARK 3 WAS 1 MINUTE, 49 SECONDS SMALLER, TO REFERENCE MARK 4 WAS 10
 LH1209'DEGREES, 1 MINUTE, 47 SECONDS LARGER AND THE DIRECTION TO THE COWLES
 LH1209'AT AND T MICROWAVE RELAY TOWER WAS 5.2 SECONDS LARGER.  ALL COMPARISON
 LH1209'ARE WITH 1967 OBSERVATIONS.  THE UNDERGROUND MARK WAS NOT
 LH1209'INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 LH1209'
 LH1209'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHEAST OF BLUE HILL, 6 MILES
 LH1209'NORTH OF RED CLOUD, 4 MILES WEST OF COWLES AND ON PROPERTY OF VERNON
 LH1209'KRUEGER, RURAL ROUTE, RED CLOUD.  TELEPHONE 746-2617.
 LH1209'
 LH1209'TO REACH THE STATION FROM THE JUNCTON OF U.S. HIGHWAY 136 AND 281
 LH1209'IN RED CLOUD, GO NORTH ON HIGHWAY 281 FOR 6.2 MILES TO STATE ROAD
 LH1209'91B ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 91B FOR 0.75 MILE
 LH1209'TO THE STATION ON THE LEFT AT THE TOP OF A HILL.
 LH1209'
 LH1209'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO HIGHWAY 281,
 LH1209'TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON
 LH1209'THE RIGHT, ON THE NORTH SLOPE OF A HILL.
 LH1209'
 LH1209'STATION MARK IS A STANDARD DISK, STAMPED---REIHER 1947 1967--- SET
 LH1209'IN THE TOP OF A ROUND CONCRETE POST THAT IS 14 INCHES BELOW THE
 LH1209'GROUND SURFACE.  IT IS 77.0 FEET WEST OF THE WEST GATE POST IN THE
 LH1209'FENCELINE, 38.5 FEET NORTH OF THE CENTERLINE OF ROAD 91B, 3.4 FEET
 LH1209'EAST-NORTHEAST OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 LH1209'
 LH1209'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---REIHER NO 1
 LH1209'1947--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 12
 LH1209'INCHES.  IT IS 98.0 FEET SOUTHWEST OF THE CENTERLINE OF A FIELD
 LH1209'ENTRANCE, 73.5 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 31.5 FEET
 LH1209'SOUTH OF THE CENTERLINE OF ROAD 91B AND 6.0 FEET NORTH OF A FENCE.
 LH1209'
 LH1209'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---REIHER 1947 NO 3
 LH1209'1967--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 LH1209'IS 83.5 FEET SOUTHWEST OF THE CENTERLINE OF THE FIELD ENTRANCE, 83.5
 LH1209'FEET SOUTHEAST OF THE WITNESS POST, 33.0 FEET SOUTH OF THE
 LH1209'CENTERLINE OF THE ROAD AND 4.5 FEET NORTH OF A FENCE.
 LH1209'
 LH1209'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---REIHER 1947 NO 4
 LH1209'1967--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 LH1209'IS 47.7 FEET WEST-SOUTHWEST OF THE WITNESS POST, 31.5 FEET NORTH OF
 LH1209'THE CENTERLINE OF THE ROAD AND 5.0 FEET SOUTH OF A FENCE.
 LH1209'
 LH1209'AZIMUTH MARK IS A STANDARD DISK, STAMPED---REIHER 1947 1980--- SET
 LH1209'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 105 FEET
 LH1209'EAST OF THE CENTERLINE OF HIGHWAY 281, 2.5 FEET NORTH OF A WITNESS
 LH1209'POST AND 1.0 FOOT WEST OF A FENCE.
 LH1209
 LH1209                          STATION RECOVERY (1989)
 LH1209
 LH1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1209'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTH OF RED CLOUD,
 LH1209'4.83 KM (3.00 MI) WEST OF COWLES, 1.21 KM (0.75 MI) EAST OF U.S.
 LH1209'HIGHWAY 281, JUST NORTH OF STATE HIGHWAY 91B SPUR AND AT THE SOUTH
 LH1209'EDGE OF A CULTIVATED FIELD.  OWNERSHIP--HULBERT SIMONSEN, SUPERIOR
 LH1209'NEBRASKA 68978.  TELEPHONE 402-879-3005.
 LH1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 281 IN
 LH1209'RED CLOUD, GO NORTH ON US HIGHWAY 281 FOR 9.66 KM (6.00 MI) TO STATE
 LH1209'HIGHWAY 91B SPUR ON THE RIGHT.  TURN RIGHT AND GO EAST ON STATE
 LH1209'HIGHWAY 91B SPUR FOR 1.21 KM (0.75 MI) TO THE STATION ON THE LEFT,
 LH1209'JUST WEST OF A FIELD ENTRANCE AT A GAP IN THE FENCE.
 LH1209'THE STATION IS 23.4 M (76.8 FT) WEST OF THE WEST GATE POST, 11.7 M
 LH1209'(38.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.76 M (2.5 FT) NORTHEAST
 LH1209'OF A CARSONITE WITNESS POST, 0.40 M (1.3 FT) NORTH OF THE EAST/WEST
 LH1209'FENCE AND RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 LH1209'DESCRIBED BY R.D.BALL.
 LH1209
 LH1209                          STATION RECOVERY (1995)
 LH1209
 LH1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1209'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 281 IN
 LH1209'RED CLOUD, GO NORTH ON HIGHWAY 281 FOR 6.0 MI (9.7 MI) TO STATE ROAD
 LH1209'91B SPUR.  TURN RIGHT AND GO EAST ON ROAD 91B SPUR FOR 0.75 MI (1.21
 LH1209'KM) TO THE MARK ON LEFT, JUST WEST OF A FIELD ENTRANCE, AT THE SOUTH
 LH1209'EDGE OF A CULTIVATED FIELD, IN THE SE1/4, SEC36, T3N, R11W, ON
 LH1209'PROPERTY OWNED BY HULBERT SIMONSEN, SUPERIOR, NEBRASKA.  TELEPHONE
 LH1209'402-879-3005.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LH1209'MONUMENT THAT IS RECESSED 1.0 FT (0.3 M) BELOW THE GROUND SURFACE. IT
 LH1209'IS 76.8 FT (23.4 M) WEST OF THE WEST GATEPOST OF A GATE, 38.5 FT (11.7
 LH1209'M) NORTH FROM THE CENTERLINE OF THE ROAD, 2.5 FT (0.8 M)
 LH1209'EAST-NORTHEAST FROM A WITNESS POST AND 1.5 FT (0.5 M) NORTH FROM THE
 LH1209'NORTH RIGHT-OF-WAY FENCE.  A LENGTH OF REBAR IS ALONG THE SOUTHEAST
 LH1209'SIDE OF THE MARK.
 LH1209
 LH1209                          STATION RECOVERY (2000)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1209'RECOVERED AS DESCRIBED.
 LH1209
 LH1209                          STATION RECOVERY (2002)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LH1209'RECOVERED IN GOOD CONDITION.
 LH1209
 LH1209                          STATION RECOVERY (2003)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2003 (JBE)
 LH1209'RECOVERED IN GOOD CONDITION.
 LH1209
 LH1209                          STATION RECOVERY (2009)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JPC)
 LH1209'RECOVERED IN GOOD CONDITION.
 LH1209
 LH1209                          STATION RECOVERY (2018)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 LH1209'TO REACH FROM THE INTERCHANGE OF U.S HIGHWAY 136 AND U.S. HIGHWAY 281
 LH1209'IN RED CLOUD, GO NORTH ON U.S. HIGHWAY 281 APPROXIMATELY 6.0 MI (9.7
 LH1209'KM) TO STATE SPUR 91B ON THE RIGHT (EAST) AND A GRAVEL COUNTY ROAD ON
 LH1209'THE LEFT (WEST).  TURN RIGHT (EAST) ONTO STATE SPUR 91B AND GO
 LH1209'APPROXIMATELY 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT (NORTH)
 LH1209'SIDE OF THE ROAD.
 LH1209'
 LH1209'THE MARK IS 39.3 FT (12.0 M) NORTH OF THE CENTERLINE OF SPUR 91B, 99
 LH1209'FT (30.2 M) WEST OF THE CENTERLINE OF A FIELD DRIVE ON THE NORTH SIDE
 LH1209'OF SPUR AND 104 EAST OF THE CENTERLINE OF A FIELD DRIVE SOUTH OF THE
 LH1209'SPUR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1355 ***********************************************************************
 LH1355  DESIGNATION -  REPUBLICAN CITY MUNICIPAL TANK
 LH1355  PID         -  LH1355
 LH1355  STATE/COUNTY-  NE/HARLAN
 LH1355  COUNTRY     -  US
 LH1355  USGS QUAD   -  REPUBLICAN CITY (2017)
 LH1355
 LH1355                         *CURRENT SURVEY CONTROL
 LH1355  ______________________________________________________________________
 LH1355* NAD 83(1995) POSITION- 40 06 10.75082(N) 099 13 23.45377(W)   ADJUSTED
 LH1355  ______________________________________________________________________
 LH1355  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 LH1355  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 LH1355  HORZ ORDER      -  THIRD
 LH1355
 LH1355.The horizontal coordinates were established by classical geodetic methods
 LH1355.and adjusted by the National Geodetic Survey in August 1997.
 LH1355
 LH1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1355.GEOID18 height accuracy estimate available here.
 LH1355
 LH1355.Click photographs - Photos may exist for this station.
 LH1355
 LH1355.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1355
 LH1355. The following values were computed from the NAD 83(1995) position.
 LH1355
 LH1355;                    North         East     Units Scale Factor Converg.
 LH1355;SPC NE       -    30,238.664   566,231.887   MT  0.99995504   +0 30 53.3
 LH1355;SPC NE       -    99,208.02  1,857,712.45   sFT  0.99995504   +0 30 53.3
 LH1355;UTM  14      - 4,439,211.662   480,977.928   MT  0.99960445   -0 08 37.6
 LH1355
 LH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8097739211(NAD 83)
 LH1355
 LH1355                          SUPERSEDED SURVEY CONTROL
 LH1355
 LH1355  NAD 83(1986)-  40 06 10.75542(N)    099 13 23.45386(W) AD(       ) 3
 LH1355  NAD 27      -  40 06 10.71000(N)    099 13 22.11900(W) AD(       ) 3
 LH1355
 LH1355.Superseded values are not recommended for survey control.
 LH1355
 LH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1355.See file dsdata.pdf to determine how the superseded data were derived.
 LH1355
 LH1355_MARKER: 53 = ELEVATED TANK
 LH1355
 LH1355  HISTORY     - Date     Condition        Report By
 LH1355  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1355
 LH1355                          STATION DESCRIPTION
 LH1355
 LH1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1355'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF REPUBLICAN
 LH1355'CITY.  IT IS 265.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LH1355'3.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 LH1355'PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 90.0 FEET.  IT HAS
 LH1355'A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 LH1355'
 LH1355'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.  IT WAS
 LH1355'BUILT IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1359 ***********************************************************************
 LH1359  DESIGNATION -  REPUBLICAN CITY WATER TANK
 LH1359  PID         -  LH1359
 LH1359  STATE/COUNTY-  NE/HARLAN
 LH1359  COUNTRY     -  US
 LH1359  USGS QUAD   -  ALMA (2017)
 LH1359
 LH1359                         *CURRENT SURVEY CONTROL
 LH1359  ______________________________________________________________________
 LH1359* NAD 83(1995) POSITION- 40 04 28.17632(N) 099 15 52.86070(W)   ADJUSTED
 LH1359  ______________________________________________________________________
 LH1359  GEOID HEIGHT    -        -25.358 (meters)                     GEOID18
 LH1359  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 LH1359  HORZ ORDER      -  THIRD
 LH1359
 LH1359.The horizontal coordinates were established by classical geodetic methods
 LH1359.and adjusted by the National Geodetic Survey in August 1997.
 LH1359
 LH1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1359.GEOID18 height accuracy estimate available here.
 LH1359
 LH1359.Click photographs - Photos may exist for this station.
 LH1359
 LH1359.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1359
 LH1359. The following values were computed from the NAD 83(1995) position.
 LH1359
 LH1359;                    North         East     Units Scale Factor Converg.
 LH1359;SPC NE       -    27,044.209   562,720.408   MT  0.99996717   +0 29 14.3
 LH1359;SPC NE       -    88,727.54  1,846,191.87   sFT  0.99996717   +0 29 14.3
 LH1359;UTM  14      - 4,436,058.873   477,431.250   MT  0.99960627   -0 10 13.4
 LH1359
 LH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7743136058(NAD 83)
 LH1359
 LH1359                          SUPERSEDED SURVEY CONTROL
 LH1359
 LH1359  NAD 83(1986)-  40 04 28.18074(N)    099 15 52.86094(W) AD(       ) 3
 LH1359  NAD 27      -  40 04 28.14000(N)    099 15 51.52000(W) AD(       ) 3
 LH1359
 LH1359.Superseded values are not recommended for survey control.
 LH1359
 LH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1359.See file dsdata.pdf to determine how the superseded data were derived.
 LH1359
 LH1359_MARKER: 51 = TANK
 LH1359
 LH1359  HISTORY     - Date     Condition        Report By
 LH1359  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1359
 LH1359                          STATION DESCRIPTION
 LH1359
 LH1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1359'THE REPUBLICAN CITY WATER TANK, SILVER-COLORED, IS LOCATED
 LH1359'AT THE NORTHWEST EDGE OF THE CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0444 ***********************************************************************
 LJ0444  DESIGNATION -  REVER
 LJ0444  PID         -  LJ0444
 LJ0444  STATE/COUNTY-  NE/RED WILLOW
 LJ0444  COUNTRY     -  US
 LJ0444  USGS QUAD   -  QUICK SE (2017)
 LJ0444
 LJ0444                         *CURRENT SURVEY CONTROL
 LJ0444  ______________________________________________________________________
 LJ0444* NAD 83(1995) POSITION- 40 16 47.95074(N) 100 35 31.12972(W)   ADJUSTED
 LJ0444* NAVD 88 ORTHO HEIGHT -   814.    (meters)     2671.    (feet) SCALED
 LJ0444  ______________________________________________________________________
 LJ0444  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 LJ0444  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 LJ0444  HORZ ORDER      -  THIRD
 LJ0444
 LJ0444.The horizontal coordinates were established by classical geodetic methods
 LJ0444.and adjusted by the National Geodetic Survey in August 1997.
 LJ0444
 LJ0444.The orthometric height was scaled from a topographic map.
 LJ0444
 LJ0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0444.GEOID18 height accuracy estimate available here.
 LJ0444
 LJ0444.Click photographs - Photos may exist for this station.
 LJ0444
 LJ0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0444
 LJ0444. The following values were computed from the NAD 83(1995) position.
 LJ0444
 LJ0444;                    North         East     Units Scale Factor Converg.
 LJ0444;SPC NE       -    49,765.647   449,661.750   MT  0.99988515   -0 23 32.3
 LJ0444;SPC NE       -   163,272.79  1,475,265.26   sFT  0.99988515   -0 23 32.3
 LJ0444;UTM  14      - 4,460,049.474   364,662.772   MT  0.99982547   -1 01 45.9
 LJ0444
 LJ0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0444!SPC NE       -   0.99987601  x   0.99988515  =   0.99976118
 LJ0444!UTM  14      -   0.99987601  x   0.99982547  =   0.99970150
 LJ0444
 LJ0444:                Primary Azimuth Mark                     Grid Az
 LJ0444:SPC NE       -  REVER AZ MK                              176 27 44.7
 LJ0444:UTM  14      -  REVER AZ MK                              177 05 58.3
 LJ0444
 LJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6466260049(NAD 83)
 LJ0444
 LJ0444|---------------------------------------------------------------------|
 LJ0444| PID    Reference Object                     Distance      Geod. Az  |
 LJ0444|                                                           dddmmss.s |
 LJ0444| CN9581 REVER RM 1                            7.806 METERS 08953     |
 LJ0444| CN9580 REVER AZ MK                                        1760412.4 |
 LJ0444| CN9582 REVER RM 2                           14.943 METERS 18419     |
 LJ0444| LJ0453 MC COOK MUNICIPAL TANK              APPROX. 8.4 KM 1955928.4 |
 LJ0444| LJ0450 MC COOK CBQ RR CONC STK             APPROX. 9.9 KM 1963803.4 |
 LJ0444| LJ0451 MC COOK CITY PARK STANDPIPE         APPROX. 8.8 KM 1983050.0 |
 LJ0444| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 9.4 KM 2172438.6 |
 LJ0444| CN9583 REVER RM 3                            7.501 METERS 26947     |
 LJ0444| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.10.6 KM 2873721.4 |
 LJ0444|---------------------------------------------------------------------|
 LJ0444
 LJ0444                          SUPERSEDED SURVEY CONTROL
 LJ0444
 LJ0444  NAD 83(1986)-  40 16 47.95534(N)    100 35 31.13532(W) AD(       ) 3
 LJ0444  NAD 27      -  40 16 47.94154(N)    100 35 29.57708(W) AD(       ) 3
 LJ0444
 LJ0444.Superseded values are not recommended for survey control.
 LJ0444
 LJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0444.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0444
 LJ0444_MARKER: DS = TRIANGULATION STATION DISK
 LJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0444_STAMPING: REVER 1951
 LJ0444_MARK LOGO: CGS
 LJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0444+STABILITY: SURFACE MOTION
 LJ0444
 LJ0444  HISTORY     - Date     Condition        Report By
 LJ0444  HISTORY     - 1951     MONUMENTED       CGS
 LJ0444  HISTORY     - 1968     GOOD             CGS
 LJ0444
 LJ0444                          STATION DESCRIPTION
 LJ0444
 LJ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0444'THE STATION IS LOCATED ABOUT 10.0 MILES WEST-NORTHWEST OF
 LJ0444'INDIANOLA AND ABOUT 6.0 MILES NORTH-NORTHEAST OF MC COOK
 LJ0444'ON THE RIDGE BETWEEN REVER CANYON AND WILLOW CREEK.  IT IS
 LJ0444'154.0 FEET WEST OF THE CENTER OF A T ROAD INTERSECTION, 26.0
 LJ0444'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 4.0 FEET
 LJ0444'EAST-SOUTHEAST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A FENCE.
 LJ0444'IT PROJECTS 4 INCHES AND IS STAMPED REVER 1951.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 1 IS 29.5 FEET EAST OF A TELEPHONE POLE,
 LJ0444'26.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND IS SET
 LJ0444'DIRECTLY IN AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES AND
 LJ0444'IS STAMPED REVER NO 1 1951.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 LJ0444'FIELD AND IS 22.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 LJ0444'ROAD.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 LJ0444'IS STAMPED REVER NO 2 1951.
 LJ0444'
 LJ0444'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0444'NO. 2 IS 57.0 FEET.
 LJ0444'
 LJ0444'THE AZIMUTH MARK IS 54.0 FEET WEST OF THE CENTER OF A GRAVELED
 LJ0444'ROAD AND 1.0 FOOT NORTH OF A POWER LINE POLE.  IT PROJECTS
 LJ0444'4 INCHES AND IS STAMPED REVER 1951.
 LJ0444'
 LJ0444'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH
 LJ0444'OF THE CHICAGO, BURLINGTON AND QUINCY DEPOT IN MC COOK, GO
 LJ0444'EAST ON U.S. HIGHWAYS 6 AND 34 FOR 0.75 MILE TO A CROSS
 LJ0444'STREET, TURN LEFT AND GO NORTH FOR 3.6 MILES TO A CROSSROAD,
 LJ0444'TURN RIGHT AND GO EAST FOR 0.3 MILE TO WHERE GRAVELED ROAD
 LJ0444'TURNS LEFT AND DIRT ROAD CONTINUES STRAIGHT AHEAD, TURN LEFT
 LJ0444'AND GO NORTH AND EAST FOR 1.6 MILES TO A T ROAD LEFT, TURN
 LJ0444'LEFT AND FOLLOW GRAVELED ROAD NORTH FOR 0.7 MILE AND THE
 LJ0444'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON
 LJ0444'GRAVELED ROAD FOR 0.3 MILE TO A T ROAD LEFT AND STATION
 LJ0444'ABOUT 50 YARDS WEST IN A NORTH-SOUTH FENCE AS DESCRIBED.
 LJ0444
 LJ0444                          STATION RECOVERY (1968)
 LJ0444
 LJ0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0444'REFERENCE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH
 LJ0444'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 LJ0444'MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 3 WAS SET.
 LJ0444'
 LJ0444'FOLLOWING IS A COMPLETE DESCRIPTION.
 LJ0444'
 LJ0444'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH
 LJ0444'OF THE CHICAGO, BURLINGTON, AND QUINCY DEPOT IN MC COOK,
 LJ0444'GO EAST ON U.S. HIGHWAYS 6 AND 34 FOR 0.75 MILE TO A 11TH
 LJ0444'STREET.  TURN LEFT AND GO NORTH ON A SURFACED AND GRAVELED
 LJ0444'ROAD FOR 3.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 LJ0444'ON A GRAVELED ROAD FOR 0.3 MILE TO WHERE THE GRAVELED ROAD
 LJ0444'TURNS LEFT AND A DIRT ROAD CONTINUES STRAIGHT AHEAD.  TURN
 LJ0444'LEFT AND GO NORTH AND EAST ON A GRAVELED ROAD FOR 1.6 MILES
 LJ0444'TO A T-ROAD LEFT.  TURN LEFT AND FOLLOW THE GRAVELED ROAD
 LJ0444'NORTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LJ0444'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A SIDE
 LJ0444'ROAD ON THE LEFT AND THE STATION ABOUT 50 YARDS WEST IN
 LJ0444'AN EAST-WEST FENCELINE.
 LJ0444'
 LJ0444'STATION MARK, A STANDARD DISK STAMPED REVER 1951, IS SET
 LJ0444'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0444'SURFACE OF THE GROUND.  IT IS 154 FEET WEST OF THE CENTER OF
 LJ0444'THE INTERSECTION, 38 FEET NORTH OF THE CENTER OF ROAD, 4 FEET
 LJ0444'EAST-SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT EAST OF A METAL
 LJ0444'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REVER NO 1
 LJ0444'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LJ0444'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET NORTH
 LJ0444'OF THE CENTER OF THE ROAD AND 0.5 FEET SOUTH OF A FENCE.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REVER 1951
 LJ0444'NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LJ0444'PROJECTS 3 INCHES.  IT IS 37.5 FEET NORTH OF THE CENTER OF THE
 LJ0444'ROAD AND 0.5 FEET SOUTH OF THE FENCE.
 LJ0444'
 LJ0444'AZIMUTH MARK, A STANDARD DISK STAMPED REVER 1951, IS SET IN
 LJ0444'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 LJ0444'IT IS 54 FEET WEST OF THE CENTER OF ROAD, 1 FOOT NORTH OF
 LJ0444'A POWERLINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 LJ0444'
 LJ0444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 LJ0444'MILES NORTH-NORTHEAST OF MC COOK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1343 ***********************************************************************
 LH1343  DESIGNATION -  REWERTS
 LH1343  PID         -  LH1343
 LH1343  STATE/COUNTY-  NE/FRANKLIN
 LH1343  COUNTRY     -  US
 LH1343  USGS QUAD   -  HILDRETH (2017)
 LH1343
 LH1343                         *CURRENT SURVEY CONTROL
 LH1343  ______________________________________________________________________
 LH1343* NAD 83(1995) POSITION- 40 17 32.97766(N) 099 02 28.80712(W)   ADJUSTED
 LH1343* NAVD 88 ORTHO HEIGHT -   674.    (meters)     2211.    (feet) SCALED
 LH1343  ______________________________________________________________________
 LH1343  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 LH1343  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LH1343  HORZ ORDER      -  SECOND
 LH1343
 LH1343.The horizontal coordinates were established by classical geodetic methods
 LH1343.and adjusted by the National Geodetic Survey in August 1997.
 LH1343
 LH1343.The orthometric height was scaled from a topographic map.
 LH1343
 LH1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1343.GEOID18 height accuracy estimate available here.
 LH1343
 LH1343.Click photographs - Photos may exist for this station.
 LH1343
 LH1343.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1343
 LH1343. The following values were computed from the NAD 83(1995) position.
 LH1343
 LH1343;                    North         East     Units Scale Factor Converg.
 LH1343;SPC NE       -    51,433.842   581,502.309   MT  0.99988056   +0 38 07.1
 LH1343;SPC NE       -   168,745.86  1,907,812.16   sFT  0.99988056   +0 38 07.1
 LH1343;UTM  14      - 4,460,222.811   496,486.731   MT  0.99960015   -0 01 36.2
 LH1343
 LH1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1343!SPC NE       -   0.99989825  x   0.99988056  =   0.99977882
 LH1343!UTM  14      -   0.99989825  x   0.99960015  =   0.99949844
 LH1343
 LH1343:                Primary Azimuth Mark                     Grid Az
 LH1343:SPC NE       -  REWERTS AZ MK                            266 56 35.0
 LH1343:UTM  14      -  REWERTS AZ MK                            267 36 18.3
 LH1343
 LH1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9648660222(NAD 83)
 LH1343
 LH1343|---------------------------------------------------------------------|
 LH1343| PID    Reference Object                     Distance      Geod. Az  |
 LH1343|                                                           dddmmss.s |
 LH1343| LH1229 FREDRICKSBURG EVAN LUTH CH          APPROX.17.5 KM 0323351.5 |
 LH1343| CN9585 REWERTS RM 1                         16.642 METERS 03725     |
 LH1343| LH1226 UPLAND ZION EVAN LUTH CH SPIRE      APPROX.12.1 KM 0773724.0 |
 LH1343| CN9586 REWERTS RM 2                         25.369 METERS 15942     |
 LH1343| CN9584 REWERTS AZ MK                                      2673442.1 |
 LH1343| LH1345 WILCOX MUNICIPAL STANDPIPE          APPROX.13.7 KM 3062532.4 |
 LH1343| LH1349 AXTELL MUNICIPAL TANK               APPROX.21.9 KM 3404920.7 |
 LH1343| LH1341 AXTELL BETHPHAGE MISSION TANK       APPROX.22.6 KM 3423048.7 |
 LH1343| LH1342 BETHANY LUTHERAN CHURCH CROSS       APPROX.19.8 KM 3491125.3 |
 LH1343| LH1344 HILDRETH MUNICIPAL TANK             APPROX. 5.3 KM 3565003.2 |
 LH1343|---------------------------------------------------------------------|
 LH1343
 LH1343                          SUPERSEDED SURVEY CONTROL
 LH1343
 LH1343  NAD 83(1986)-  40 17 32.98300(N)    099 02 28.80767(W) AD(       ) 2
 LH1343  NAD 27      -  40 17 32.94000(N)    099 02 27.49800(W) AD(       ) 2
 LH1343
 LH1343.Superseded values are not recommended for survey control.
 LH1343
 LH1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1343.See file dsdata.pdf to determine how the superseded data were derived.
 LH1343
 LH1343_MARKER: DS = TRIANGULATION STATION DISK
 LH1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1343_STAMPING: REWERTS 1951
 LH1343_MARK LOGO: CGS
 LH1343_PROJECTION: RECESSED 30 CENTIMETERS
 LH1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1343+STABILITY: SURFACE MOTION
 LH1343
 LH1343  HISTORY     - Date     Condition        Report By
 LH1343  HISTORY     - 1951     MONUMENTED       CGS
 LH1343
 LH1343                          STATION DESCRIPTION
 LH1343
 LH1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1343'THE STATION IS LOCATED ABOUT 7.5 MILES WEST-SOUTHWEST OF UPLAND,
 LH1343'3.0 MILES SOUTH OF HILDRETH AND ON THE NORTH RIGHT-OF-WAY
 LH1343'OF STATE HIGHWAY 4 AT THE SOUTH EDGE OF A FARM YARD.  IT IS 55.0
 LH1343'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CORNCRIB, 46.0
 LH1343'FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 15.0 FEET WEST
 LH1343'OF THE CENTER OF A FARM LANE.  IT IS SET 12 INCHES UNDERGROUND
 LH1343'AND STAMPED REWERTS 1951.
 LH1343'
 LH1343'REFERENCE MARK NO. 1 IS 15.0 FEET EAST OF THE CENTER OF A FARM
 LH1343'LANE AND 1.0 FOOT SOUTH OF THE SOUTHWEST CORNER OF A CORNCRIB.
 LH1343'IT IS SET FLUSH AND STAMPED REWERTS NO 1 1951.
 LH1343'
 LH1343'REFERENCE MARK NO. 2 IS 33.0 FEET SOUTH OF THE CENTER OF
 LH1343'STATE HIGHWAY 4, 19.0 FEET WEST OF THE CENTER OF A FARM LANE
 LH1343'AND 1.5 FEET WEST OF A POWERLINE POLE.  IT PROJECTS 2 INCHES
 LH1343'AND IS STAMPED REWERTS NO 2 1951.
 LH1343'
 LH1343'THE DISTANCE BETWEEN REFERENCE MARKS IS 121.5 FEET.
 LH1343'
 LH1343'THE AZIMUTH MARK IS 48.0 FEET SOUTHEAST OF THE CENTER OF A CROSSROAD
 LH1343'INTERSECTION, 4.0 FEET EAST OF A FENCE CORNER AND 3.0 FEET
 LH1343'NORTHEAST OF A POWERLINE POLE.  IT PROJECTS 3 INCHES AND IS
 LH1343'STAMPED REWERTS 1951.
 LH1343'
 LH1343'TO REACH THE STATION FROM THE DEPOT IN HILDRETH, GO SOUTH
 LH1343'FOR 0.3 MILE TO A CROSS STREET, TURN RIGHT, WEST FOR 0.2 MILE
 LH1343'TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRAVELED ROAD FOR
 LH1343'3.0 MILE TO THE JUNCTION OF STATE HIGHWAY 4 AND THE AZIMUTH MARK
 LH1343'AT A SOUTHEAST ANGLE AS DESCRIBED.  TURN LEFT, EAST, ON STATE
 LH1343'HIGHWAY 4 FOR 0.3 MILE TO A FARM LANE AND THE STATION ON THE
 LH1343'LEFT AS DESCRIBED.
 LH1343'
 LH1343'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0830 ***********************************************************************
 LG0830  DESIGNATION -  REYNOLDS
 LG0830  PID         -  LG0830
 LG0830  STATE/COUNTY-  NE/JEFFERSON
 LG0830  COUNTRY     -  US
 LG0830  USGS QUAD   -  REYNOLDS (2017)
 LG0830
 LG0830                         *CURRENT SURVEY CONTROL
 LG0830  ______________________________________________________________________
 LG0830* NAD 83(1995) POSITION- 40 04 07.25056(N) 097 19 52.13157(W)   ADJUSTED
 LG0830* NAVD 88 ORTHO HEIGHT -   449.    (meters)     1473.    (feet) SCALED
 LG0830  ______________________________________________________________________
 LG0830  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 LG0830  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 LG0830  HORZ ORDER      -  FIRST
 LG0830
 LG0830.The horizontal coordinates were established by classical geodetic methods
 LG0830.and adjusted by the National Geodetic Survey in August 1997.
 LG0830
 LG0830.The orthometric height was scaled from a topographic map.
 LG0830
 LG0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0830.GEOID18 height accuracy estimate available here.
 LG0830
 LG0830.Click photographs - Photos may exist for this station.
 LG0830
 LG0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0830
 LG0830. The following values were computed from the NAD 83(1995) position.
 LG0830
 LG0830;                    North         East     Units Scale Factor Converg.
 LG0830;SPC NE       -    29,645.713   727,632.041   MT  0.99996967   +1 46 07.1
 LG0830;SPC NE       -    97,262.64  2,387,239.45   sFT  0.99996967   +1 46 07.1
 LG0830;UTM  14      - 4,436,714.488   642,313.403   MT  0.99984933   +1 04 27.9
 LG0830
 LG0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0830!SPC NE       -   0.99993377  x   0.99996967  =   0.99990344
 LG0830!UTM  14      -   0.99993377  x   0.99984933  =   0.99978311
 LG0830
 LG0830:                Primary Azimuth Mark                     Grid Az
 LG0830:SPC NE       -  REYNOLDS AZ MK                           357 21 04.3
 LG0830:UTM  14      -  REYNOLDS AZ MK                           358 02 43.5
 LG0830
 LG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4231336714(NAD 83)
 LG0830
 LG0830|---------------------------------------------------------------------|
 LG0830| PID    Reference Object                     Distance      Geod. Az  |
 LG0830|                                                           dddmmss.s |
 LG0830| CN9593 REYNOLDS RM 1                        25.543 METERS 00025     |
 LG0830| CN9594 REYNOLDS RM 2                        19.042 METERS 27255     |
 LG0830| CN9592 REYNOLDS AZ MK                                     3590711.4 |
 LG0830|---------------------------------------------------------------------|
 LG0830
 LG0830                          SUPERSEDED SURVEY CONTROL
 LG0830
 LG0830  NAD 83(1986)-  40 04 07.25609(N)    097 19 52.13127(W) AD(       ) 1
 LG0830  NAD 27      -  40 04 07.24000(N)    097 19 50.99000(W) AD(       ) 1
 LG0830
 LG0830.Superseded values are not recommended for survey control.
 LG0830
 LG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0830.See file dsdata.pdf to determine how the superseded data were derived.
 LG0830
 LG0830_MARKER: DS = TRIANGULATION STATION DISK
 LG0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0830_STAMPING: REYNOLDS 1947
 LG0830_MARK LOGO: CGS
 LG0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0830+STABILITY: SURFACE MOTION
 LG0830
 LG0830  HISTORY     - Date     Condition        Report By
 LG0830  HISTORY     - 1947     MONUMENTED       CGS
 LG0830  HISTORY     - 1959     GOOD             CGS
 LG0830  HISTORY     - 1970     GOOD             NGS
 LG0830
 LG0830                          STATION DESCRIPTION
 LG0830
 LG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0830'THE STATION IS LOCATED ABOUT 0.6 MILES NORTH OF THE SMALL TOWN OF
 LG0830'REYNOLDS, ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED
 LG0830'ROAD.  IT IS 32 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG0830'ROAD, 5 FEET SOUTH-SOUTHWEST OF WITNESS POST AND 3 FEET WEST
 LG0830'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED REYNOLDS 1947 AND
 LG0830'PROJECTS 2 INCHES.
 LG0830'
 LG0830'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 32 FEET EAST OF
 LG0830'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 12 FEET SOUTH OF
 LG0830'TELEPHONE POLE AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0830'STAMPED REYNOLDS NO 1 1947 AND PROJECTS 2 INCHES.
 LG0830'
 LG0830'REFERENCE MARK NO 2 IS WEST OF THE STATION, 28 FEET WEST OF THE
 LG0830'CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF
 LG0830'NORTH-SOUTH FENCE LINE.  IT IS STAMPED REYNOLDS NO 2 1947 AND
 LG0830'PROJECTS 2 INCHES.
 LG0830'
 LG0830'THE AZIMUTH MARK IS ABOUT 0.95 MILES NORTH OF THE STATION, 32
 LG0830'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND
 LG0830'2 FEET EAST OF TELEPHONE POLE.  IT IS STAMPED REYNOLDS 1947 AND
 LG0830'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO NORTH ON
 LG0830'GRAVELED ROAD FOR 0.95 MILE TO THE MARK ON THE WEST SIDE AS
 LG0830'DESCRIBED.
 LG0830'
 LG0830'TO REACH THE STATION FROM THE MAIN CROSSING IN REYNOLDS, WHICH
 LG0830'IS ON STATE ROUTE NO 3 S, GO EAST ON STATE ROUTE 3S FOR 0.2
 LG0830'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.6 MILE TO
 LG0830'THE STATION ON THE EAST SIDE AS DESCRIBED.
 LG0830'
 LG0830'A 74 FOOT SIGNAL AT STATION GLAD 1935 IS VISIBLE AT 4 FEET.
 LG0830'
 LG0830'A 74 FOOT SIGNAL AT STATION HOFF 1935 IS VISIBLE AT 4 FEET.
 LG0830'
 LG0830'A 74 FOOT SIGNAL AT STATION MERIDIAN 1935 IS VISIBLE AT 4
 LG0830'FEET.
 LG0830'
 LG0830'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LG0830
 LG0830                          STATION RECOVERY (1959)
 LG0830
 LG0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0830'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0830'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS LEANING
 LG0830'AND THE AZIMUTH MARK WHICH HAD BEEN HIT BY ROAD MACHINERY.  THESE
 LG0830'MARKS WERE STRAIGHTENED IN THEIR ORIGINAL POSITION IN THE
 LG0830'GROUND.  MEASUREMENTS TO THE REFERENCE MARKS CHECKED.  A NEW
 LG0830'WITNESS POST SIGN WAS SET 1.5 FEET SOUTH OF THE STATION MARK.
 LG0830'THE 1947 DESCRIPTION BY R.L.E. IS ADEQUATE.
 LG0830
 LG0830                          STATION RECOVERY (1970)
 LG0830
 LG0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0830'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0830'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0830'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 LG0830'RECOVERY.
 LG0830'
 LG0830'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG0830'
 LG0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.6 MILE
 LG0830'NORTH OF REYNOLDS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0467 ***********************************************************************
 MM0467  DESIGNATION -  RICE
 MM0467  PID         -  MM0467
 MM0467  STATE/COUNTY-  NE/ARTHUR
 MM0467  COUNTRY     -  US
 MM0467  USGS QUAD   -  SPOTTED HORSE VALLEY (2017)
 MM0467
 MM0467                         *CURRENT SURVEY CONTROL
 MM0467  ______________________________________________________________________
 MM0467* NAD 83(1995) POSITION- 41 25 05.87030(N) 101 36 08.49485(W)   ADJUSTED
 MM0467* NAVD 88 ORTHO HEIGHT -  1128.    (meters)     3701.    (feet) SCALED
 MM0467  ______________________________________________________________________
 MM0467  GEOID HEIGHT    -        -20.652 (meters)                     GEOID18
 MM0467  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 MM0467  HORZ ORDER      -  FIRST
 MM0467
 MM0467.The horizontal coordinates were established by classical geodetic methods
 MM0467.and adjusted by the National Geodetic Survey in August 1997.
 MM0467
 MM0467.The orthometric height was scaled from a topographic map.
 MM0467
 MM0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0467.GEOID18 height accuracy estimate available here.
 MM0467
 MM0467.Click photographs - Photos may exist for this station.
 MM0467
 MM0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0467
 MM0467. The following values were computed from the NAD 83(1995) position.
 MM0467
 MM0467;                    North         East     Units Scale Factor Converg.
 MM0467;SPC NE       -   177,211.911   366,094.332   MT  0.99965976   -1 03 42.8
 MM0467;SPC NE       -   581,402.74  1,201,094.49   sFT  0.99965976   -1 03 42.8
 MM0467;UTM  14      - 4,588,462.325   282,517.623   MT  1.00018212   -1 43 20.2
 MM0467
 MM0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0467!SPC NE       -   0.99982627  x   0.99965976  =   0.99948609
 MM0467!UTM  14      -   0.99982627  x   1.00018212  =   1.00000836
 MM0467
 MM0467:                Primary Azimuth Mark                     Grid Az
 MM0467:SPC NE       -  RICE RM 3 AZIMUTH                        153 30 54.1
 MM0467:UTM  14      -  RICE RM 3 AZIMUTH                        154 10 31.5
 MM0467
 MM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8251788462(NAD 83)
 MM0467
 MM0467|---------------------------------------------------------------------|
 MM0467| PID    Reference Object                     Distance      Geod. Az  |
 MM0467|                                                           dddmmss.s |
 MM0467| CP8506 RICE RM 1                            56.250 METERS 07240     |
 MM0467| CP8507 RICE RM 2                            15.652 METERS 13729     |
 MM0467| CP8508 RICE RM 3 AZIMUTH                                  1522711.3 |
 MM0467|---------------------------------------------------------------------|
 MM0467
 MM0467                          SUPERSEDED SURVEY CONTROL
 MM0467
 MM0467  NAD 83(1986)-  41 25 05.87174(N)    101 36 08.49975(W) AD(       ) 1
 MM0467  NAD 27      -  41 25 05.91800(N)    101 36 06.87000(W) AD(       ) 1
 MM0467
 MM0467.Superseded values are not recommended for survey control.
 MM0467
 MM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0467.See file dsdata.pdf to determine how the superseded data were derived.
 MM0467
 MM0467_MARKER: DS = TRIANGULATION STATION DISK
 MM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0467_STAMPING: RICE 1933
 MM0467_MARK LOGO: CGS
 MM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0467+STABILITY: SURFACE MOTION
 MM0467
 MM0467  HISTORY     - Date     Condition        Report By
 MM0467  HISTORY     - 1933     MONUMENTED       CGS
 MM0467  HISTORY     - 1946     GOOD             CGS
 MM0467  HISTORY     - 20050927 GOOD             NEDR
 MM0467
 MM0467                          STATION DESCRIPTION
 MM0467
 MM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0467'ABOUT 21 MILES EAST OF NORTH OF OGALLALA, IN NORTHEAST QUARTER
 MM0467'SEC. 29, T. 17 N., R. 37 W., ON A HIGH SAND HILL IN PASTURE
 MM0467'OWNED BY J.W. JAMES, HASTINGS, NEBR., AND LEASED BY L.B. RICE.
 MM0467'
 MM0467'REACHED FROM OGALLALA VIA U.S. HIGHWAY 30 EAST TO ROSCOE,
 MM0467'TURN NORTH ON ROAD TO KEYSTONE AND FOLLOW ACROSS NORTH PLATTE
 MM0467'RIVER TO CROSSROADS 1/2 MILE NORTHWEST OF KEYSTONE.  CONTINUE
 MM0467'NORTH ON GRADED SAND ROAD 13.5 MILES TO MR. RICES HOUSE ON
 MM0467'EAST SIDE OF ROAD, CONTINUE NORTH ON ROAD 0.7 MILE FROM
 MM0467'HOUSE TO POINT WHERE FENCE TURNS WEST, TURN WEST AND FOLLOW
 MM0467'FENCE LINE PASSING THROUGH GATE, A TOTAL OF ABOUT 1.2 MILES
 MM0467'TO A POINT JUST NORTH OF STATION.  LET DOWN FENCE AND DRIVE
 MM0467'SOUTH TO TOP OF HILL AND STATION.  STATION IS ON SOUTHWEST
 MM0467'AND SLIGHTLY HIGHER OF TWO HIGHEST KNOLLS ON PROMINENT SAND
 MM0467'HILL.  MARK IS 4 INCHES ABOVE GROUND.
 MM0467'
 MM0467'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.
 MM0467'
 MM0467'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION.
 MM0467'
 MM0467'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION IN FENCE LINE
 MM0467'ON WEST SIDE OF ROAD, 1/4 MILE SOUTH OF CROSSROADS.
 MM0467'
 MM0467'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.18 METERS.
 MM0467
 MM0467                          STATION RECOVERY (1946)
 MM0467
 MM0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0467'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 MM0467'GOOD CONDITION.  DESCRIPTION FOLLOWS--
 MM0467'
 MM0467'LOCATED ABOUT 10-1/2 MILES SOUTH-SOUTHEAST OF ARTHUR ON
 MM0467'THE HIGHEST POINT OF A SAND HILL, 0.4 MILE WEST OF A TRACK
 MM0467'ROAD AND TELEPHONE LINE, AND 11 FEET SOUTHEAST OF A WHITE
 MM0467'REFERENCE POST.  IT IS STAMPED RICE 1933 AND PROJECTS 18 INCHES.
 MM0467'
 MM0467'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION.
 MM0467'IT IS STAMPED RICE NO 1 1933 AND PROJECTS 12 INCHES.
 MM0467'
 MM0467'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MM0467'IT IS STAMPED RICE NO 2 1933 AND PROJECTS 16 INCHES.
 MM0467'
 MM0467'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 1/4 MILE SOUTH
 MM0467'OF A CROSSROAD, 35 FEET WEST OF THE CENTERLINE OF A TRACK
 MM0467'ROAD, 12 FEET SOUTH OF A WHITE REFERENCE POST AND IN A NORTH-SOUTH
 MM0467'WIRE FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 MM0467'RICE NO 3 1933 AND PROJECTS 3 FEET.
 MM0467'
 MM0467'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO SOUTH
 MM0467'ON STATE HIGHWAY NO. 61 FOR 8.4 MILES TO A WINDMILL AND A
 MM0467'LARGE STOCK WATER TANK ON THE RIGHT.  CONTINUE, SOUTH, FOR
 MM0467'2.35 MILES TO A SIDE ROAD ON THE LEFT.  THEN LEFT, EAST,
 MM0467'FOLLOWING THE MAIN TRAVELED ROAD, FOR 3.4 MILES TO A FORK.  THEN
 MM0467'LEFT FORK FOR 1.75 MILES TO A CROSSROAD JUNCTION WITH A
 MM0467'ROAD THAT WAS FORMERLY STATE HIGHWAY NO. 49.  THEN TURN RIGHT,
 MM0467'SOUTH, FOR 0.1 MILE.  THEN LEFT, (MAIN TRAVELED ROAD)
 MM0467'EASTERLY, FOR 1.45 MILES TO A POINT NEAR AN OLD UNPAINTED
 MM0467'HOUSE WHERE THE MAIN TRACK ROAD TURNS LEFT * AND A VERY
 MM0467'DIM TRACK ROAD TURNS SHARP RIGHT.  TURN SHARP RIGHT FOR 0.1
 MM0467'MILE TO A TELEPHONE LINE.  THEN LEFT, SOUTH, (FOLLOWING A
 MM0467'VERY DIM TRACK ROAD UNDER THE TELEPHONE LINE) FOR 0.5
 MM0467'MILE.  THEN LEAVE ROAD, TURN RIGHT, WEST, FOR 0.2 MILE
 MM0467'TO THE HIGHEST POINT AND THE STATION.
 MM0467'
 MM0467'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTERLY ON
 MM0467'THE MAIN TRAVELED ROAD FOR 1.6 MILES TO THE MARK ON THE RIGHT.
 MM0467
 MM0467                          STATION RECOVERY (2005)
 MM0467
 MM0467'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0467'FROM THE POST OFFICE IN ARTHER, GO SOUTH ON HWY 61 10.76 MILES TO
 MM0467'ASPHALT RANCH ROAD EAST FOLLOW RANCH ROAD EAST 4.85 MILES TO A GRAVEL
 MM0467'ROAD RIGHT SOUTH. CONTINUE SOUTH ON GRAVEL ROAD 2.50 MILES TO THIRD
 MM0467'CATTLE GUARD AND N-S FENCE FOLLOW FENCH SOUTH STAYING ON THE WEST SIDE
 MM0467'FOR 0.60 MILE. CONTINUE 0.1 MILE TO TOP OF HILL AND POINT. RM 1 AND 2
 MM0467'FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1068 ***********************************************************************
 LG1068  DESIGNATION -  RICE
 LG1068  PID         -  LG1068
 LG1068  STATE/COUNTY-  NE/GAGE
 LG1068  COUNTRY     -  US
 LG1068  USGS QUAD   -  BLUE SPRINGS (2017)
 LG1068
 LG1068                         *CURRENT SURVEY CONTROL
 LG1068  ______________________________________________________________________
 LG1068* NAD 83(1995) POSITION- 40 11 56.07193(N) 096 44 46.60456(W)   ADJUSTED
 LG1068* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 LG1068  ______________________________________________________________________
 LG1068  GEOID HEIGHT    -        -27.176 (meters)                     GEOID18
 LG1068  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 LG1068  HORZ ORDER      -  SECOND
 LG1068
 LG1068.The horizontal coordinates were established by classical geodetic methods
 LG1068.and adjusted by the National Geodetic Survey in August 1997.
 LG1068
 LG1068.The orthometric height was scaled from a topographic map.
 LG1068
 LG1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1068.GEOID18 height accuracy estimate available here.
 LG1068
 LG1068.Click photographs - Photos may exist for this station.
 LG1068
 LG1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1068
 LG1068. The following values were computed from the NAD 83(1995) position.
 LG1068
 LG1068;                    North         East     Units Scale Factor Converg.
 LG1068;SPC NE       -    45,803.346   776,951.258   MT  0.99991601   +2 09 22.4
 LG1068;SPC NE       -   150,273.14  2,549,047.59   sFT  0.99991601   +2 09 22.4
 LG1068;UTM  14      - 4,452,270.301   691,825.942   MT  1.00005299   +1 27 18.3
 LG1068
 LG1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1068!SPC NE       -   0.99993773  x   0.99991601  =   0.99985375
 LG1068!UTM  14      -   0.99993773  x   1.00005299  =   0.99999072
 LG1068
 LG1068:                Primary Azimuth Mark                     Grid Az
 LG1068:SPC NE       -  RICE AZ MK                               356 24 45.7
 LG1068:UTM  14      -  RICE AZ MK                               357 06 49.8
 LG1068
 LG1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9182552270(NAD 83)
 LG1068
 LG1068|---------------------------------------------------------------------|
 LG1068| PID    Reference Object                     Distance      Geod. Az  |
 LG1068|                                                           dddmmss.s |
 LG1068| CL8271 RICE RM 1                            24.750 METERS 23059     |
 LG1068| CL8272 RICE RM 2                            28.091 METERS 31705     |
 LG1068| CL8270 RICE AZ MK                                         3583408.1 |
 LG1068|---------------------------------------------------------------------|
 LG1068
 LG1068                          SUPERSEDED SURVEY CONTROL
 LG1068
 LG1068  NAD 83(1986)-  40 11 56.07915(N)    096 44 46.60127(W) AD(       ) 2
 LG1068  NAD 27      -  40 11 56.07800(N)    096 44 45.51800(W) AD(       ) 2
 LG1068
 LG1068.Superseded values are not recommended for survey control.
 LG1068
 LG1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1068.See file dsdata.pdf to determine how the superseded data were derived.
 LG1068
 LG1068_MARKER: DS = TRIANGULATION STATION DISK
 LG1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1068_STAMPING: RICE 1947
 LG1068_MARK LOGO: CGS
 LG1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1068+STABILITY: SURFACE MOTION
 LG1068
 LG1068  HISTORY     - Date     Condition        Report By
 LG1068  HISTORY     - 1947     MONUMENTED       CGS
 LG1068  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG1068  HISTORY     - 1968     MARK NOT FOUND   CGS
 LG1068
 LG1068                          STATION DESCRIPTION
 LG1068
 LG1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1068'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF BEATRICE ALONG
 LG1068'U.S. HIGHWAY NO 77 AND ON LAND OWNED AND OCCUPIED BY J.H. COLEMAN.
 LG1068'IT IS ABOUT 200 FEET NORTHWEST OF THE COLEMAN HOME, 36 FEET EAST
 LG1068'OF THE CENTER OF U.S. HIGHWAY 77, 10 FEET EAST OF NORTH-SOUTH
 LG1068'FENCE LINE, 10 FEET NORTH OF EAST-WEST FENCE LINE AND 12 FEET
 LG1068'NORTHEAST OF WHITE WITNESS POST.  IT IS STAMPED RICE 1947 AND
 LG1068'PROJECTS 2 INCHES.
 LG1068'
 LG1068'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 26 FEET WEST OF
 LG1068'THE CENTER OF HIGHWAY 77 AND 1 FOOT EAST OF NORTH-SOUTH FENCE
 LG1068'LINE.  IT IS STAMPED RICE NO 1 1947 AND PROJECTS 2 INCHES.
 LG1068'
 LG1068'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 26 FEET WEST OF
 LG1068'THE CENTER OF HIGHWAY 77 AND 1 FOOT EAST OF NORTH-SOUTH FENCE
 LG1068'LINE.  IT IS STAMPED RICE NO 2 1947 AND PROJECTS 2 INCHES.
 LG1068'
 LG1068'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHWEST OF THE
 LG1068'STATION, SET IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 77 AND
 LG1068'EAST-WEST CROSSROAD.  IT IS 30 FEET WEST OF THE CENTER OF
 LG1068'HIGHWAY 77, 40 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 2
 LG1068'FEET SOUTH OF WHITE WITNESS POST AND 1 FOOT EAST OF FENCE CORNER.
 LG1068'IT IS STAMPED RICE 1947 AND PROJECTS 2 INCHES.
 LG1068'
 LG1068'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1068'OF U.S. HIGHWAY NO 77 AND STATE ROUTES 3 AND 4 IN BEATRICE, GO
 LG1068'SOUTH ON U.S. HIGHWAY 77 FOR 4.55 MILES TO CROSSROADS AND AZIMUTH
 LG1068'MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON NO 77 FOR 0.35
 LG1068'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1068'
 LG1068'A 74 FOOT SIGNAL AT STATION WYMORE IS VISIBLE AT 64 FEET.
 LG1068'
 LG1068'A 74 FOOT SIGNAL AT STATION BILLS IS VISIBLE AT 50 FEET.
 LG1068'
 LG1068'A 74 FOOT SIGNAL AT STATION SICILY IS VISIBLE AT 10 FEET.
 LG1068'
 LG1068'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1068
 LG1068                          STATION RECOVERY (1964)
 LG1068
 LG1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG1068'STATION LOST.  APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION.
 LG1068'
 LG1068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.0 MILES SOUTH
 LG1068'OF BEATRICE ALONG HWY 77.
 LG1068
 LG1068                          STATION RECOVERY (1968)
 LG1068
 LG1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1068'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG1068'AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  IT WAS
 LG1068'ASSUMED ALL MARKS WERE DESTROYED WHEN U.S. HIGHWAY 77 WAS
 LG1068'WIDENED.  ALL INDICATION SHOW THE MARKS WERE BLADED OUT DURING
 LG1068'CONSTRUCTION.
 LG1068'
 LG1068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 LG1068'MILES SOUTH OF BEATRICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2097 ***********************************************************************
 MK2097  DESIGNATION -  RICHARD
 MK2097  PID         -  MK2097
 MK2097  STATE/COUNTY-  NE/SAUNDERS
 MK2097  COUNTRY     -  US
 MK2097  USGS QUAD   -  LOMA (2017)
 MK2097
 MK2097                         *CURRENT SURVEY CONTROL
 MK2097  ______________________________________________________________________
 MK2097* NAD 83(1995) POSITION- 41 07 59.50242(N) 096 53 44.56744(W)   ADJUSTED
 MK2097* NAVD 88 ORTHO HEIGHT -   462.    (meters)     1516.    (feet) SCALED
 MK2097  ______________________________________________________________________
 MK2097  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 MK2097  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 MK2097  HORZ ORDER      -  SECOND
 MK2097
 MK2097.The horizontal coordinates were established by classical geodetic methods
 MK2097.and adjusted by the National Geodetic Survey in August 1997.
 MK2097
 MK2097.The orthometric height was scaled from a topographic map.
 MK2097
 MK2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2097.GEOID18 height accuracy estimate available here.
 MK2097
 MK2097.Click photographs - Photos may exist for this station.
 MK2097
 MK2097.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2097
 MK2097. The following values were computed from the NAD 83(1995) position.
 MK2097
 MK2097;                    North         East     Units Scale Factor Converg.
 MK2097;SPC NE       -   148,995.678   760,513.767   MT  0.99967962   +2 03 25.9
 MK2097;SPC NE       -   488,829.99  2,495,118.92   sFT  0.99967962   +2 03 25.9
 MK2097;UTM  14      - 4,555,677.205   676,622.420   MT  0.99998395   +1 23 04.5
 MK2097
 MK2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2097!SPC NE       -   0.99993170  x   0.99967962  =   0.99961134
 MK2097!UTM  14      -   0.99993170  x   0.99998395  =   0.99991565
 MK2097
 MK2097:                Primary Azimuth Mark                     Grid Az
 MK2097:SPC NE       -  REBAR 221                                267 58 56.6
 MK2097:UTM  14      -  REBAR 221                                268 39 18.0
 MK2097
 MK2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7662255677(NAD 83)
 MK2097
 MK2097|---------------------------------------------------------------------|
 MK2097| PID    Reference Object                     Distance      Geod. Az  |
 MK2097|                                                           dddmmss.s |
 MK2097| MK2103 REBAR 221                           APPROX. 4.3 KM 2700222.5 |
 MK2097| CL8274 RICHARD RM 2                         14.510 METERS 27142     |
 MK2097| CL8273 RICHARD RM 1                         21.570 METERS 35432     |
 MK2097|---------------------------------------------------------------------|
 MK2097
 MK2097                          SUPERSEDED SURVEY CONTROL
 MK2097
 MK2097  NAD 83(1986)-  41 07 59.51204(N)    096 53 44.56871(W) AD(       ) 2
 MK2097  NAD 27      -  41 07 59.48261(N)    096 53 43.46249(W) AD(       ) 2
 MK2097
 MK2097.Superseded values are not recommended for survey control.
 MK2097
 MK2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2097.See file dsdata.pdf to determine how the superseded data were derived.
 MK2097
 MK2097_MARKER: DD = SURVEY DISK
 MK2097_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2097+WITH SETTING: INFORMATION.
 MK2097_STAMPING: ET RICHARD 1967
 MK2097_MARK LOGO: USGS
 MK2097_PROJECTION: FLUSH
 MK2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2097
 MK2097  HISTORY     - Date     Condition        Report By
 MK2097  HISTORY     - 1967     MONUMENTED       USGS
 MK2097  HISTORY     - 19970721 MARK NOT FOUND   NGS
 MK2097
 MK2097                          STATION DESCRIPTION
 MK2097
 MK2097'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2097'THE STATION IS LOCATED APPROX. 3.5 MI S. AND 5.5 MI E. OF
 MK2097'BRAINERD, TPS. 13 AND 14 N., R. 5 E., NEAR THE SW. CORNER OF THE
 MK2097'SE. QUARTER OF SEC. 31, T. 14 N., R. 5 E., 36 FT S., 23 FT E. OF
 MK2097'CENTER OF RD. AT FIELD ENTRANCE S., 3 FT S. OF FENCE AND USGS
 MK2097'WITNESS POST.
 MK2097'
 MK2097'TO REACH THE STATION FROM THE WATER TANK IN BRAINERD, GO W. 0.1
 MK2097'MI TO CO. RD. 392, TURN LEFT (S.) AND GO 4.5 MI TO CROSSROADS,
 MK2097'TURN LEFT (E.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (N.) AND GO
 MK2097'1.0 MI TO T-RD. S., TURN RIGHT (E.) AND GO 1.4 MI TO T-RD. W. AND
 MK2097'RR. CROSSING ON LEFT (N.) TURN LEFT (N.) CROSS RR. AND GO 0.1 MI
 MK2097'TO T-RD. E., TURN RIGHT (E.) AND GO 3.8 MI TO STATION ON RIGHT
 MK2097'(S.) SIDE OF RD.
 MK2097'
 MK2097'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2097'0.5 IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG,
 MK2097'FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2097'
 MK2097'THE STATION MARK IS STAMPED ET RICHARD 1967.
 MK2097'
 MK2097'REFERENCE MARK 1 IS N. OF THE STATION, 34 FT N., 16 FT E. OF
 MK2097'CENTER OF RD. AT FIELD ENTRANCE S. STAMPED RICHARD NO 1 1967.
 MK2097'
 MK2097'REFERENCE MARK 2 IS W. OF THE STATION, 36 FT S., 20 FT W. OF
 MK2097'CENTER OF RD. AND FIELD ENTRANCE S., 1 FT S. OF FENCE.  STAMPED
 MK2097'RICHARD NO 2 1967.
 MK2097'
 MK2097'AZIMUTH MARK=CHURCH STEEPLE IN VILLAGE OF LOMA, APPROX. 2.0 MI W.
 MK2097'OF STATION.
 MK2097
 MK2097                          STATION RECOVERY (1997)
 MK2097
 MK2097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2097'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  IT APPEARS THAT THE HILL HAS
 MK2097'BEEN GRADED LOWER IN THE VICINITY OF THE MARKER AND PERHAPS THE ROAD
 MK2097'HAS BEEN WIDENED.  THIS MARK IS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0429 ***********************************************************************
 NO0429  DESIGNATION -  RIDGE
 NO0429  PID         -  NO0429
 NO0429  STATE/COUNTY-  NE/CHERRY
 NO0429  COUNTRY     -  US
 NO0429  USGS QUAD   -  SQUARE LAKE (2017)
 NO0429
 NO0429                         *CURRENT SURVEY CONTROL
 NO0429  ______________________________________________________________________
 NO0429* NAD 83(1995) POSITION- 42 25 23.24399(N) 100 56 13.93696(W)   ADJUSTED
 NO0429* NAVD 88 ORTHO HEIGHT -  1006.    (meters)     3301.    (feet) SCALED
 NO0429  ______________________________________________________________________
 NO0429  GEOID HEIGHT    -        -20.628 (meters)                     GEOID18
 NO0429  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 NO0429  HORZ ORDER      -  THIRD
 NO0429
 NO0429.The horizontal coordinates were established by classical geodetic methods
 NO0429.and adjusted by the National Geodetic Survey in August 1997.
 NO0429
 NO0429.The orthometric height was scaled from a topographic map.
 NO0429
 NO0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0429.GEOID18 height accuracy estimate available here.
 NO0429
 NO0429.Click photographs - Photos may exist for this station.
 NO0429
 NO0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0429
 NO0429. The following values were computed from the NAD 83(1995) position.
 NO0429
 NO0429;                    North         East     Units Scale Factor Converg.
 NO0429;SPC NE       -   287,963.011   422,886.349   MT  0.99978684   -0 37 15.9
 NO0429;SPC NE       -   944,758.65  1,387,419.63   sFT  0.99978684   -0 37 15.9
 NO0429;UTM  14      - 4,698,574.736   340,629.756   MT  0.99991251   -1 18 25.6
 NO0429
 NO0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0429!SPC NE       -   0.99984544  x   0.99978684  =   0.99963231
 NO0429!UTM  14      -   0.99984544  x   0.99991251  =   0.99975796
 NO0429
 NO0429:                Primary Azimuth Mark                     Grid Az
 NO0429:SPC NE       -  RIDGE AZ MK                              014 16 54.6
 NO0429:UTM  14      -  RIDGE AZ MK                              014 58 04.3
 NO0429
 NO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4062998574(NAD 83)
 NO0429
 NO0429|---------------------------------------------------------------------|
 NO0429| PID    Reference Object                     Distance      Geod. Az  |
 NO0429|                                                           dddmmss.s |
 NO0429| CO3591 RIDGE AZ MK                                        0133938.7 |
 NO0429| CO3592 RIDGE RM 1                           16.662 METERS 04344     |
 NO0429| CO3593 RIDGE RM 2                            9.685 METERS 14456     |
 NO0429|---------------------------------------------------------------------|
 NO0429
 NO0429                          SUPERSEDED SURVEY CONTROL
 NO0429
 NO0429  NAD 83(1986)-  42 25 23.24303(N)    100 56 13.94386(W) AD(       ) 3
 NO0429  NAD 27      -  42 25 23.22700(N)    100 56 12.39600(W) AD(       ) 3
 NO0429
 NO0429.Superseded values are not recommended for survey control.
 NO0429
 NO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0429.See file dsdata.pdf to determine how the superseded data were derived.
 NO0429
 NO0429_MARKER: DS = TRIANGULATION STATION DISK
 NO0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0429_STAMPING: RIDGE 1949
 NO0429_MARK LOGO: CGS
 NO0429_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0429
 NO0429  HISTORY     - Date     Condition        Report By
 NO0429  HISTORY     - 1949     MONUMENTED       CGS
 NO0429
 NO0429                          STATION DESCRIPTION
 NO0429
 NO0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0429'THE STATION IS LOCATED ABOUT 35.0 MILES SOUTH AND 1.0 MILE
 NO0429'EAST OF KILGORE AND ABOUT 8.0 MILES SOUTH AND 6.0 MILES
 NO0429'WEST OF THE KENNEDY POST OFFICE ON TOP OF A HIGH SAND RIDGE.
 NO0429'IT IS A STANDARD STATION MARK DISK WELDED TO THE TOP OF A
 NO0429'2 INCH CAST SOIL PIPE PROJECTING 14 INCHES ABOVE THE GROUND
 NO0429'AND IS STAMPED RIDGE 1949.
 NO0429'
 NO0429'REFERENCE MARK NO. 1 IS ABOUT 3.0 FEET BELOW THE ELEVATION
 NO0429'OF THE STATION.  IT IS A STANDARD REFERENCE MARK DISK WELDED
 NO0429'TO THE TOP OF A 2 INCH CAST SOIL PIPE PROJECTING 14 INCHES
 NO0429'ABOVE THE GROUND AND IS STAMPED RIDGE NO 1 1949.
 NO0429'
 NO0429'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 NO0429'OF THE STATION IT IS A STANDARD REFERENCE MARK DISK WELDED
 NO0429'TO THE TOP OF A 2 INCH CAST SOIL PIPE PROJECTING 8 INCHES
 NO0429'ABOVE THE GROUND AND IS STAMPED RIDGE NO 2 1949.
 NO0429'
 NO0429'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0429'NO. 2 IS 68.27 FEET.
 NO0429'
 NO0429'THE AZIMUTH MARK IS 23.0 FEET SOUTH OF THE CENTER OF A TRACK
 NO0429'ROAD AND 2.0 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 NO0429'AND IS STAMPED RIDGE 1949.
 NO0429'
 NO0429'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0429'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0429'WITH U.S. HIGHWAY NO. 20, TURN LEFT ON U.S. HIGHWAY NO. 20
 NO0429'AND U.S. HIGHWAY NO. 83 AND GO EAST AND SOUTHEAST FOR 5.4
 NO0429'MILES TO WHERE U.S. HIGHWAY NO. 83 TURNS TO THE RIGHT, TURN
 NO0429'RIGHT ON U.S. HIGHWAY NO. 83 AND GO SOUTH AND SOUTHWEST FOR
 NO0429'11.85 MILES TO A BLACK TOPPED T ROAD RIGHT, TURN RIGHT ON
 NO0429'BLACK TOP AND GO WEST FOR 6.15 MILES TO A FORK, TAKE LEFT
 NO0429'FORK AND GO SOUTH, WEST AND SOUTH FOR 7.5 MILES TO THE END
 NO0429'OF THE BLACK TOP AND THE VALENTINE MIGRATORY WATERFOWL
 NO0429'REFUGE HEADQUARTERS ON THE LEFT, CONTINUE STRAIGHT AHEAD ON
 NO0429'A SAND ROAD WESTERLY FOR 0.7 OF A MILE TO A FORK, TAKE
 NO0429'LEFT FORK ACROSS A BRIDGE FOR 0.1 OF A MILE TO A FORK,
 NO0429'TAKE RIGHT FORK ON THE MAIN TRAVELED ROAD FOR 1.4 MILES TO A T
 NO0429'ROAD LEFT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD
 NO0429'FOR 0.9 OF A MILE TO A CATTLE GUARD, CONTINUE STRAIGHT
 NO0429'AHEAD FOR 0.25 OF A MILE TO A FORK, TAKE RIGHT FORK AND
 NO0429'GO WEST, SOUTH AND WEST FOR 0.6 OF A MILE TO A RANCH
 NO0429'HOUSE ON THE RIGHT, CONTINUE WEST ON MAIN TRAVELED ROAD
 NO0429'FOR 0.3 OF A MILE TO A T ROAD LEFT, TURN LEFT AND
 NO0429'FOLLOW THE MAIN TRAVELED ROAD SOUTH AND WEST FOR 1.95
 NO0429'MILES TO A WINDMILL ON THE RIGHT, CONTINUE ON TRACK
 NO0429'ROAD FOR 3.2 MILES TO A FORK, TAKE LEFT FORK SOUTHWEST FOR 2.1
 NO0429'MILES TO A CATTLE GUARD NEAR THE NORTHEAST EDGE OF A
 NO0429'LAKE, CONTINUE SOUTHERLY FOR 0.3 OF A MILE TO A FORK AT A FENCE
 NO0429'CORNER ON THE LEFT, TURN RIGHT SOUTH-SOUTHWEST ON MAIN TRACK
 NO0429'ROAD FOR 0.25 OF A MILE TO A CATTLE GUARD, CONTINUE SOUTHWEST
 NO0429'ON MAIN TRACK ROAD FOR 2.05 MILES TO A FORK, TAKE RIGHT FORK
 NO0429'FOR 0.1 OF A MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHERLY
 NO0429'FOR 0.2 OF A MILE TO A WIRE GATE EAST OF A WINDMILL, CONTINUE
 NO0429'SOUTHERLY ON MAIN TRACK ROAD FOR 0.55 OF A MILE TO A CATTLE
 NO0429'GUARD, CONTINUE SOUTHERLY ON MAIN TRACK ROAD ALONG A TELEPHONE
 NO0429'LINE FOR 1.15 MILES TO A DESERTED RANCH HOUSE ON THE RIGHT,
 NO0429'CONTINUE SOUTH FOR 0.4 OF A MILE TO A T INTERSECTION, TURN
 NO0429'RIGHT AND GO WEST, NORTHWEST AND WEST FOR 2.0 MILES TO A RANCH
 NO0429'HOUSE ON THE RIGHT, CONTINUE WESTERLY ON MAIN TRACK ROAD
 NO0429'WHICH PASSES JUST TO THE LEFT OF THE RANCH HOUSE FOR 0.7 OF A
 NO0429'MILE TO A FORK, TAKE LEFT FORK FOR 0.1 OF A MILE TO A WIRE
 NO0429'GATE, PASS THROUGH WIRE GATE AND TURN LEFT AND FOLLOW A
 NO0429'DIM TRACK ROAD AROUND THE EAST END OF A SMALL LAKE FOR
 NO0429'0.15 OF A MILE TO A WIRE GATE WEST OF A SMALL CORRAL, PASS
 NO0429'THROUGH WIRE GATE AND TURN LEFT AND FOLLOW A DIM TRACK
 NO0429'ROAD SOUTHWEST AND SOUTH FOR 1.3 MILES TO A WINDMILL ON
 NO0429'THE RIGHT, CONTINUE SOUTHERLY ON DIM TRACK ROAD FOR 0.2 OF
 NO0429'A MILE TO THE INTERSECTION WITH AN EAST-WEST TRACK ROAD, TURN
 NO0429'RIGHT AND GO WEST ON TRACK ROAD FOR 0.3 OF A MILE TO THE TOP
 NO0429'OF A SMALL RISE AND THE AZIMUTH MARK ON THE LEFT AS
 NO0429'DESCRIBED, HERE TURN LEFT AND LEAVE TRACK ROAD AND PICK
 NO0429'WAY SOUTHERLY ACROSS PASTURE FOR ABOUT 1.15 MILES TO THE
 NO0429'HIGHEST POINT OF RIDGE AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1233 ***********************************************************************
 MJ1233  DESIGNATION -  RIDGE
 MJ1233  PID         -  MJ1233
 MJ1233  STATE/COUNTY-  NE/DOUGLAS
 MJ1233  COUNTRY     -  US
 MJ1233  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1233
 MJ1233                         *CURRENT SURVEY CONTROL
 MJ1233  ______________________________________________________________________
 MJ1233* NAD 83(1995) POSITION- 41 13 59.77193(N) 095 55 14.46366(W)   ADJUSTED
 MJ1233* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 MJ1233  ______________________________________________________________________
 MJ1233  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 MJ1233  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 MJ1233  HORZ ORDER      -  SECOND
 MJ1233
 MJ1233.The horizontal coordinates were established by classical geodetic methods
 MJ1233.and adjusted by the National Geodetic Survey in August 1997.
 MJ1233
 MJ1233.The orthometric height was scaled from a topographic map.
 MJ1233
 MJ1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1233.GEOID18 height accuracy estimate available here.
 MJ1233
 MJ1233.Click photographs - Photos may exist for this station.
 MJ1233
 MJ1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1233
 MJ1233. The following values were computed from the NAD 83(1995) position.
 MJ1233
 MJ1233;                    North         East     Units Scale Factor Converg.
 MJ1233;SPC NE       -   163,492.801   841,761.333   MT  0.99966985   +2 42 12.1
 MJ1233;SPC NE       -   536,392.63  2,761,678.64   sFT  0.99966985   +2 42 12.1
 MJ1233;UTM  15      - 4,568,766.903   255,219.940   MT  1.00033747   -1 55 33.8
 MJ1233;UTM  14      - 4,569,226.209   758,076.466   MT  1.00041978   +2 01 50.8
 MJ1233
 MJ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1233!SPC NE       -   0.99994814  x   0.99966985  =   0.99961800
 MJ1233!UTM  15      -   0.99994814  x   1.00033747  =   1.00028559
 MJ1233!UTM  14      -   0.99994814  x   1.00041978  =   1.00036790
 MJ1233
 MJ1233:                Primary Azimuth Mark                     Grid Az
 MJ1233:SPC NE       -  RIDGE AZ MK                              234 07 50.9
 MJ1233:UTM  15      -  RIDGE AZ MK                              238 45 36.8
 MJ1233:UTM  14      -  RIDGE AZ MK                              234 48 12.2
 MJ1233
 MJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5521968766(NAD 83)
 MJ1233
 MJ1233|---------------------------------------------------------------------|
 MJ1233| PID    Reference Object                     Distance      Geod. Az  |
 MJ1233|                                                           dddmmss.s |
 MJ1233| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX. 7.9 KM 0541419.9 |
 MJ1233| MJ1246 COUNCIL BLUFFS WASH AVE HS CUP      APPROX. 6.8 KM 0605212.4 |
 MJ1233| CL8278 RIDGE RM 1                           28.838 METERS 10149     |
 MJ1233| MJ1224 RADIO STA KOIL TRANS TR C OF 3      APPROX. 3.8 KM 1201008.8 |
 MJ1233| MJ1222 RADIO STA KFMX KSWI RAD MAST        APPROX. 3.1 KM 1574636.6 |
 MJ1233| CL8279 RIDGE RM 2                           22.430 METERS 22438     |
 MJ1233| CL8277 RIDGE AZ MK                                        2365003.0 |
 MJ1233| MK1981 RADIO STA KOAD RAD MAST             APPROX.11.3 KM 3203929.0 |
 MJ1233| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX.11.2 KM 3242949.6 |
 MJ1233| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 6.9 KM 3485607.1 |
 MJ1233|---------------------------------------------------------------------|
 MJ1233
 MJ1233                          SUPERSEDED SURVEY CONTROL
 MJ1233
 MJ1233  NAD 83(1986)-  41 13 59.78046(N)    095 55 14.46369(W) AD(       ) 2
 MJ1233  NAD 27      -  41 13 59.78500(N)    095 55 13.41400(W) AD(       ) 2
 MJ1233
 MJ1233.Superseded values are not recommended for survey control.
 MJ1233
 MJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1233.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1233
 MJ1233_MARKER: DS = TRIANGULATION STATION DISK
 MJ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1233_STAMPING: RIDGE 1947
 MJ1233_MARK LOGO: CGS
 MJ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1233+STABILITY: SURFACE MOTION
 MJ1233
 MJ1233  HISTORY     - Date     Condition        Report By
 MJ1233  HISTORY     - 1947     MONUMENTED       CGS
 MJ1233
 MJ1233                          STATION DESCRIPTION
 MJ1233
 MJ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1233'STATION IS LOCATED IN THE SOUTHEAST PART OF OMAHA ON A HIGH
 MJ1233'POINT ABOUT MIDWAY BETWEEN THE TWO BRIDGES OVER THE MISSOURI
 MJ1233'RIVER.  STATION IS 35 FEET SOUTH OF AN 18 INCH OAK TREE WITH
 MJ1233'TRIANGLE BLAZE, 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MJ1233'GRAVEL ROAD, 19 FEET NORTH OF A FENCE AND 19 FEET NORTH OF
 MJ1233'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MJ1233'STAMPED RIDGE 1947.
 MJ1233'
 MJ1233'REFERENCE MARK NO. 1 IS 94.61 FEET SOUTHEAST OF STATION, 12
 MJ1233'FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 1
 MJ1233'FOOT NORTHEAST OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ1233'AND THE DISK IS STAMPED RIDGE NO 1 1947.
 MJ1233'
 MJ1233'REFERENCE MARK NO. 2 IS 73.59 FEET WEST OF STATION, 14 FEET
 MJ1233'WEST OF THE APPROXIMATE CENTERLINE OF RIDGE AVENUE, 2 FEET
 MJ1233'NORTHEAST OF A POWERLINE POLE AND 1 FOOT EAST OF FENCE.  THE
 MJ1233'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RIDGE
 MJ1233'NO 2 1947.
 MJ1233'
 MJ1233'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST OF STATION, 42
 MJ1233'FEET EAST OF THE APPROXIMATE CENTERLINE OF RIVERVIEW BLVD.,
 MJ1233'36 FEET NORTHEAST OF POWERLINE POLE, 15 FEET WEST OF THE
 MJ1233'APPROXIMATE CENTERLINE OF DIRT ROAD AND 1.5 FOOT SOUTH OF
 MJ1233'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MJ1233'DISK IS STAMPED RIDGE 1947.
 MJ1233'
 MJ1233'TO REACH STATION FROM THE WEST END OF THE SOUTH OMAHA BRIDGE
 MJ1233'GO NORTH ON U.S. HIGHWAY NO. 73 AND 75 FOR 1.5 MILE TO BANCROFT
 MJ1233'STREET.  TURN RIGHT AND GO EAST FOR 0.6 MILE TO RIDGE AVENUE,
 MJ1233'AND TURN RIGHT FOR 0.05 MILE TO FORK.  TAKE LEFT FORK FOR
 MJ1233'0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 MJ1233'
 MJ1233'TO REACH AZIMUTH MARK FROM STATION RETURN TO BANCROFT STREET
 MJ1233'AND GO WEST FOR 0.25 MILE TO RIVERVIEW BLVD.  TURN LEFT AND GO
 MJ1233'SOUTH FOR 0.2 MILE TO AZIMUTH ON LEFT OR EAST OF STREET AS
 MJ1233'DESCRIBED.
 MJ1233'
 MJ1233'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1884 ***********************************************************************
 MK1884  DESIGNATION -  RISING CITY METH CH SPIRE
 MK1884  PID         -  MK1884
 MK1884  STATE/COUNTY-  NE/BUTLER
 MK1884  COUNTRY     -  US
 MK1884  USGS QUAD   -  RISING CITY (2017)
 MK1884
 MK1884                         *CURRENT SURVEY CONTROL
 MK1884  ______________________________________________________________________
 MK1884* NAD 83(1995) POSITION- 41 11 47.82369(N) 097 17 52.85353(W)   ADJUSTED
 MK1884  ______________________________________________________________________
 MK1884  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 MK1884  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 MK1884  HORZ ORDER      -  THIRD
 MK1884
 MK1884.The horizontal coordinates were established by classical geodetic methods
 MK1884.and adjusted by the National Geodetic Survey in August 1997.
 MK1884
 MK1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1884.GEOID18 height accuracy estimate available here.
 MK1884
 MK1884.Click photographs - Photos may exist for this station.
 MK1884
 MK1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1884
 MK1884. The following values were computed from the NAD 83(1995) position.
 MK1884
 MK1884;                    North         East     Units Scale Factor Converg.
 MK1884;SPC NE       -   154,899.804   726,544.143   MT  0.99967308   +1 47 26.1
 MK1884;SPC NE       -   508,200.44  2,383,670.24   sFT  0.99967308   +1 47 26.1
 MK1884;UTM  14      - 4,561,980.221   642,716.168   MT  0.99985067   +1 07 16.3
 MK1884
 MK1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4271661980(NAD 83)
 MK1884
 MK1884                          SUPERSEDED SURVEY CONTROL
 MK1884
 MK1884  NAD 83(1986)-  41 11 47.83474(N)    097 17 52.85379(W) AD(       ) 3
 MK1884  NAD 27      -  41 11 47.78100(N)    097 17 51.69600(W) AD(       ) 3
 MK1884
 MK1884.Superseded values are not recommended for survey control.
 MK1884
 MK1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1884.See file dsdata.pdf to determine how the superseded data were derived.
 MK1884
 MK1884_MARKER: 90 = CHURCH SPIRE
 MK1884
 MK1884  HISTORY     - Date     Condition        Report By
 MK1884  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1884  HISTORY     - 20030819 GOOD             USPSQD
 MK1884  HISTORY     - 20040809 GOOD             USPSQD
 MK1884
 MK1884                          STATION DESCRIPTION
 MK1884
 MK1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1884'POINT OBSERVED UPON IS TIP OF SPIRE, METHODIST EPISCOPAL CHURCH,
 MK1884'FRAME BUILDING WITH SPIRE ABOUT 40 FEET HIGH.  LOCATED IN THE
 MK1884'SOUTHWEST PART OF TOWN OF RISING CITY.
 MK1884'
 MK1884'OBSERVED UPON FROM STATIONS RUTH, HROMAS, AND STODDARD.
 MK1884
 MK1884                          STATION RECOVERY (2003)
 MK1884
 MK1884'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1884'STATION FOUND GOOD. CHURCH IS NOW THE UNITED METHODIST CHURCH. A WHITE
 MK1884'FRAME BUILDING WITH A SPIRE AND A CROSS AT THE TOP OF THE SPIRE.
 MK1884'CHURCH IS NORTH OF PINE ST. AND WEST OF POLK ST. IN THE NORTHWEST
 MK1884'CORNER OF THE INTERSECTION OF PINE AND POLK STS. IN THE TOWN OF RISING
 MK1884'CITY.
 MK1884
 MK1884                          STATION RECOVERY (2004)
 MK1884
 MK1884'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1884'STATION FOUND GOOD. CHURCH IS NOW THE UNITED METHODIST CHURCH, NORTH
 MK1884'OF PINE STREET, WEST OF POLK STREET IN THE NORTHWEST CORNER OF THE
 MK1884'INTERSECTION. THE CHURCH IS A WHITE FRAME BUILDING. THE CHURCH AND
 MK1884'SPIRE HAVE GRAY SHINGLES ON THE ROOF. THE SPIRE IS ABOVE A BELFREY ON
 MK1884'THE EAST SIDE OF THE CHURCH, WITH A CROSS ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1885 ***********************************************************************
 MK1885  DESIGNATION -  RISING CITY STANDPIPE
 MK1885  PID         -  MK1885
 MK1885  STATE/COUNTY-  NE/BUTLER
 MK1885  COUNTRY     -  US
 MK1885  USGS QUAD   -  RISING CITY (2017)
 MK1885
 MK1885                         *CURRENT SURVEY CONTROL
 MK1885  ______________________________________________________________________
 MK1885* NAD 83(1995) POSITION- 41 11 40.75114(N) 097 17 45.88655(W)   ADJUSTED
 MK1885  ______________________________________________________________________
 MK1885  GEOID HEIGHT    -        -25.848 (meters)                     GEOID18
 MK1885  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 MK1885  HORZ ORDER      -  THIRD
 MK1885
 MK1885.The horizontal coordinates were established by classical geodetic methods
 MK1885.and adjusted by the National Geodetic Survey in August 1997.
 MK1885
 MK1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1885.GEOID18 height accuracy estimate available here.
 MK1885
 MK1885.Click photographs - Photos may exist for this station.
 MK1885
 MK1885.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1885
 MK1885. The following values were computed from the NAD 83(1995) position.
 MK1885
 MK1885;                    North         East     Units Scale Factor Converg.
 MK1885;SPC NE       -   154,686.871   726,713.170   MT  0.99967326   +1 47 30.8
 MK1885;SPC NE       -   507,501.84  2,384,224.79   sFT  0.99967326   +1 47 30.8
 MK1885;UTM  14      - 4,561,765.289   642,882.726   MT  0.99985126   +1 07 20.7
 MK1885
 MK1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4288261765(NAD 83)
 MK1885
 MK1885                          SUPERSEDED SURVEY CONTROL
 MK1885
 MK1885  NAD 83(1986)-  41 11 40.76103(N)    097 17 45.88762(W) AD(       ) 3
 MK1885  NAD 27      -  41 11 40.71600(N)    097 17 44.72100(W) AD(       ) 3
 MK1885
 MK1885.Superseded values are not recommended for survey control.
 MK1885
 MK1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1885.See file dsdata.pdf to determine how the superseded data were derived.
 MK1885
 MK1885_MARKER: 52 = STANDPIPE TANK
 MK1885
 MK1885  HISTORY     - Date     Condition        Report By
 MK1885  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1885  HISTORY     - 20030819 GOOD             USPSQD
 MK1885
 MK1885                          STATION DESCRIPTION
 MK1885
 MK1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1885'POINT OBSERVED UPON IS CENTER OF MUNICIPAL STANDPIPE, 100 FEET
 MK1885'HIGH, SILVER PAINTED (STEEL) LOCATED ON EAST SIDE OF MAIN STREET
 MK1885'AT SOUTH SIDE OF TOWN OF RISING CITY.
 MK1885'
 MK1885'OBSERVED UPON FROM STATIONS RUTH, DAVID, CURTIS, HROMAS, AND
 MK1885'STODDARD.
 MK1885
 MK1885                          STATION RECOVERY (2003)
 MK1885
 MK1885'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1885'STATION FOUND GOOD. TANK IS LOCATED EAST OF MAIN ST. AND WEST OF
 MK1885'BUTLER ST. IN THE H. F. GARHAN PARK IN THE TOWN OF RISING CITY. TANK
 MK1885'HAS 4 LEGS WITH A ROUND TOP ALL PAINTED A LIGHT GREEN AND HAS BLACK
 MK1885'LETTERS 'RISING CITY' ON THE BOWL OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1428 ***********************************************************************
 NM1428  DESIGNATION -  RIVER
 NM1428  PID         -  NM1428
 NM1428  STATE/COUNTY-  NE/KNOX
 NM1428  COUNTRY     -  US
 NM1428  USGS QUAD   -  TABOR SE (2017)
 NM1428
 NM1428                         *CURRENT SURVEY CONTROL
 NM1428  ______________________________________________________________________
 NM1428* NAD 83(1995) POSITION- 42 50 30.63237(N) 097 33 32.25677(W)   ADJUSTED
 NM1428* NAVD 88 ORTHO HEIGHT -   362.085 (meters)     1187.94  (feet) ADJUSTED
 NM1428  ______________________________________________________________________
 NM1428  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1428  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 NM1428  DYNAMIC HEIGHT  -        361.973 (meters)     1187.57  (feet) COMP
 NM1428  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 NM1428
 NM1428  HORZ ORDER      -  THIRD
 NM1428  VERT ORDER      -  SECOND    CLASS 0
 NM1428
 NM1428.The horizontal coordinates were established by classical geodetic methods
 NM1428.and adjusted by the National Geodetic Survey in August 1997.
 NM1428
 NM1428.The orthometric height was determined by differential leveling and
 NM1428.adjusted by the NATIONAL GEODETIC SURVEY
 NM1428.in June 1991.
 NM1428
 NM1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1428.GEOID18 height accuracy estimate available here.
 NM1428
 NM1428.Click photographs - Photos may exist for this station.
 NM1428
 NM1428.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1428
 NM1428.The dynamic height is computed by dividing the NAVD 88
 NM1428.geopotential number by the normal gravity value computed on the
 NM1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1428.degrees latitude (g = 980.6199 gals.).
 NM1428
 NM1428.The modeled gravity was interpolated from observed gravity values.
 NM1428
 NM1428. The following values were computed from the NAD 83(1995) position.
 NM1428
 NM1428;                    North         East     Units Scale Factor Converg.
 NM1428;SPC NE       -   336,868.627   699,514.283   MT  0.99993130   +1 37 03.6
 NM1428;SPC NE       - 1,105,209.82  2,294,989.78   sFT  0.99993130   +1 37 03.6
 NM1428;SPC SD S     -    60,279.276   826,761.802   MT  0.99999800   +1 54 50.1
 NM1428;SPC SD S     -   197,766.26  2,712,467.68   sFT  0.99999800   +1 54 50.1
 NM1428;UTM  14      - 4,744,258.964   617,758.542   MT  0.99977060   +0 58 48.0
 NM1428
 NM1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1428!SPC NE       -   0.99994724  x   0.99993130  =   0.99987855
 NM1428!SPC SD S     -   0.99994724  x   0.99999800  =   0.99994524
 NM1428!UTM  14      -   0.99994724  x   0.99977060  =   0.99971785
 NM1428
 NM1428:                Primary Azimuth Mark                     Grid Az
 NM1428:SPC NE       -  RIVER AZ MK                              231 44 38.2
 NM1428:SPC SD S     -  RIVER AZ MK                              231 26 51.7
 NM1428:UTM  14      -  RIVER AZ MK                              232 22 53.8
 NM1428
 NM1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1775844258(NAD 83)
 NM1428
 NM1428|---------------------------------------------------------------------|
 NM1428| PID    Reference Object                     Distance      Geod. Az  |
 NM1428|                                                           dddmmss.s |
 NM1428| NM1427 RIVER RM 2                            5.978 METERS 19247     |
 NM1428| NM1425 RIVER AZ MK                                        2332141.8 |
 NM1428| NM1426 RIVER RM 1                            6.038 METERS 34919     |
 NM1428|---------------------------------------------------------------------|
 NM1428
 NM1428                          SUPERSEDED SURVEY CONTROL
 NM1428
 NM1428  NAD 83(1986)-  42 50 30.64129(N)    097 33 32.25026(W) AD(       ) 3
 NM1428  NAD 27      -  42 50 30.64500(N)    097 33 31.01900(W) AD(       ) 3
 NM1428  NGVD 29 (??/??/92)  361.874  (m)         1187.25   (f) ADJ UNCH    2 0
 NM1428  NGVD 29             361.87   (m)         1187.2    (f) LEVELING    3  
 NM1428
 NM1428.Superseded values are not recommended for survey control.
 NM1428
 NM1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1428.See file dsdata.pdf to determine how the superseded data were derived.
 NM1428
 NM1428_MARKER: DS = TRIANGULATION STATION DISK
 NM1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1428_STAMPING: RIVER 1948
 NM1428_MARK LOGO: CGS
 NM1428_PROJECTION: FLUSH
 NM1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1428+STABILITY: SURFACE MOTION
 NM1428
 NM1428  HISTORY     - Date     Condition        Report By
 NM1428  HISTORY     - 1948     MONUMENTED       CGS
 NM1428  HISTORY     - 1949     GOOD             CGS
 NM1428  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 NM1428
 NM1428                          STATION DESCRIPTION
 NM1428
 NM1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1428'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF
 NM1428'CROFTON, 0.2 MILE SOUTH OF THE MISSOURI RIVER AND NEAR THE
 NM1428'PROPOSED GAVINS POINT DAM SITE.  IT IS 32 FEET WEST OF THE
 NM1428'CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST OF A WITNESS POST
 NM1428'AND 5 FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 NM1428'SURFACE OF THE GROUND AND THE DISK IS STAMPED RIVER 1948.
 NM1428'
 NM1428'REFERENCE MARK NO. 1 IS 19.81 FEET NORTH-NORTHWEST OF THE
 NM1428'STATION, 35 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 NM1428'FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NM1428'DISK IS STAMPED RIVER NO 1 1948.
 NM1428'
 NM1428'REFERENCE MARK NO. 2 IS 19.61 FEET SOUTH-SOUTHWEST OF THE
 NM1428'STATION, 35 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 NM1428'FOOT EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 NM1428'DISK IS STAMPED RIVER NO 2 1948.
 NM1428'
 NM1428'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION,
 NM1428'ABOUT 100 FEET WEST OF-A HOG SHED AND IN AN EAST-WEST FENCE
 NM1428'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NM1428'RIVER 1948.
 NM1428'
 NM1428'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE, GO
 NM1428'SOUTH 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 15 WITH
 NM1428'U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 81 FOR 6.0 MILES TO
 NM1428'WHERE HIGHWAY TURNS LEFT, KEEP STRAIGHT AHEAD ON DIRT ROAD
 NM1428'FOR 1.1 MILE TO A T INTERSECTION, TURN RIGHT FOR 1.2 MILE
 NM1428'TO STATION MISCHKE ON THE RIGHT, CONTINUE NORTH 0.1 MILE TO
 NM1428'A T INTERSECTION, TURN LEFT AND FOLLOW MAIN ROAD FOR 1.7
 NM1428'MILES TO WHERE MAIN ROAD TURNS LEFT, TURN RIGHT ON DIM ROAD
 NM1428'0.05 MILE TO THE STATION ON THE LEFT.
 NM1428'
 NM1428'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH 0.1 MILE TO
 NM1428'A HOUSE ON THE RIGHT, TURN RIGHT ON DRIVEWAY TO A MACHINE
 NM1428'SHED NORTH OF HOUSE, PASS THROUGH GATE AT NORTHWEST CORNER
 NM1428'OF SHED AND FOLLOW WEST ALONG THE NORTH SIDE OF FENCE ABOUT
 NM1428'0.1 MILE TO THE MARK ON THE LEFT.
 NM1428'
 NM1428'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1428
 NM1428                          STATION RECOVERY (1949)
 NM1428
 NM1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1428'10.8 MI NW FROM CROFTON.
 NM1428'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1428'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1428'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1428'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE
 NM1428'NORTH OF A CREAM COLORED FARMHOUSE, 32 FEET WEST OF THE CENTER
 NM1428'LINE OF AN ABANDONED ROAD, 6 FEET SOUTHWEST OF A REFERENCE POST,
 NM1428'5.0 FEET EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 NM1428'WHICH IS SET FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS 0.35
 NM1428'MILE NORTH OF BENCH MARK R 270.
 NM1428
 NM1428                          STATION RECOVERY (1971)
 NM1428
 NM1428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AEP)
 NM1428'RECOVERED BY GOLLEHON, SCHEMMER AND ASSOCIATES, INC.
 NM1428'
 NM1428'DESTROYED
 NM1428'
 NM1428'THIS MARK HAS APPROX. THE SAME DIRECTIONS FOR FINDING ITS
 NM1428'LOCATION AS MISCHKE.  WHEN WE FOUND MISCHKE TO BE UNDERWATER
 NM1428'WE ASSUMED THAT RIVER HAD ALSO BEEN LOST IN LEWIS AND CLARK
 NM1428'LAKE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0494 ***********************************************************************
 NM0494  DESIGNATION -  RIVER
 NM0494  PID         -  NM0494
 NM0494  STATE/COUNTY-  NE/THURSTON
 NM0494  COUNTRY     -  US
 NM0494  USGS QUAD   -  ALBATON (2018)
 NM0494
 NM0494                         *CURRENT SURVEY CONTROL
 NM0494  ______________________________________________________________________
 NM0494* NAD 83(1986) POSITION- 42 09 08.     (N) 096 20 47.     (W)   SCALED
 NM0494* NAVD 88 ORTHO HEIGHT -   326.098 (meters)     1069.87  (feet) ADJUSTED
 NM0494  ______________________________________________________________________
 NM0494  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 NM0494  DYNAMIC HEIGHT  -        325.986 (meters)     1069.51  (feet) COMP
 NM0494  MODELED GRAVITY -    980,268.9   (mgal)                       NAVD 88
 NM0494
 NM0494  VERT ORDER      -  SECOND    CLASS 0
 NM0494
 NM0494.The horizontal coordinates were scaled from a map and have
 NM0494.an estimated accuracy of +/- 6 seconds.
 NM0494
 NM0494.The orthometric height was determined by differential leveling and
 NM0494.adjusted by the NATIONAL GEODETIC SURVEY
 NM0494.in June 1991.
 NM0494
 NM0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0494.GEOID18 height accuracy estimate available here.
 NM0494
 NM0494.Click photographs - Photos may exist for this station.
 NM0494
 NM0494.The dynamic height is computed by dividing the NAVD 88
 NM0494.geopotential number by the normal gravity value computed on the
 NM0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0494.degrees latitude (g = 980.6199 gals.).
 NM0494
 NM0494.The modeled gravity was interpolated from observed gravity values.
 NM0494
 NM0494;                    North         East    Units  Estimated Accuracy
 NM0494;SPC NE       -   263,840.      801,810.      MT  (+/- 180 meters Scaled)
 NM0494
 NM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM192700(NAD 83)
 NM0494
 NM0494                          SUPERSEDED SURVEY CONTROL
 NM0494
 NM0494  NGVD 29 (??/??/92)  325.950  (m)         1069.39   (f) ADJ UNCH    2 0
 NM0494
 NM0494.Superseded values are not recommended for survey control.
 NM0494
 NM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0494.See file dsdata.pdf to determine how the superseded data were derived.
 NM0494
 NM0494_MARKER: DB = BENCH MARK DISK
 NM0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0494_STAMPING: RIVER 1948
 NM0494_MARK LOGO: CGS
 NM0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0494+STABILITY: SURFACE MOTION
 NM0494
 NM0494  HISTORY     - Date     Condition        Report By
 NM0494  HISTORY     - 1948     MONUMENTED       CGS
 NM0494  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0494
 NM0494                          STATION DESCRIPTION
 NM0494
 NM0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0494'9.4 MI NE FROM WALTHILL.
 NM0494'8.2 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0494'AT WALTHILL, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE
 NM0494'0.5 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A
 NM0494'WOODS ROAD, ABOUT 0.2 MILE NORTH OF A FARMHOUSE AT A T ROAD, AT
 NM0494'A FENCE CORNER, 16.0 FEET WEST OF THE CENTER LINE OF THE WOODS
 NM0494'ROAD, 3.8 FEET SOUTHEAST OF A 10-INCH ELM TREE USED AS A CORNER
 NM0494'FENCE POST, 2.0 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A
 NM0494'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 NM0494'FOOT ABOVE THE GROUND.
 NM0494
 NM0494                          STATION RECOVERY (1969)
 NM0494
 NM0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1425 ***********************************************************************
 NM1425  DESIGNATION -  RIVER AZ MK
 NM1425  PID         -  NM1425
 NM1425  STATE/COUNTY-  NE/KNOX
 NM1425  COUNTRY     -  US
 NM1425  USGS QUAD   -  TABOR SE (2017)
 NM1425
 NM1425                         *CURRENT SURVEY CONTROL
 NM1425  ______________________________________________________________________
 NM1425* NAD 83(1986) POSITION- 42 50 26.     (N) 097 33 40.     (W)   SCALED
 NM1425* NAVD 88 ORTHO HEIGHT -   362.691 (meters)     1189.93  (feet) ADJUSTED
 NM1425  ______________________________________________________________________
 NM1425  GEOID HEIGHT    -        -25.656 (meters)                     GEOID18
 NM1425  DYNAMIC HEIGHT  -        362.579 (meters)     1189.56  (feet) COMP
 NM1425  MODELED GRAVITY -    980,302.2   (mgal)                       NAVD 88
 NM1425
 NM1425  VERT ORDER      -  SECOND    CLASS 0
 NM1425
 NM1425.The horizontal coordinates were scaled from a map and have
 NM1425.an estimated accuracy of +/- 6 seconds.
 NM1425
 NM1425.The orthometric height was determined by differential leveling and
 NM1425.adjusted by the NATIONAL GEODETIC SURVEY
 NM1425.in June 1991.
 NM1425
 NM1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1425.GEOID18 height accuracy estimate available here.
 NM1425
 NM1425.Click photographs - Photos may exist for this station.
 NM1425
 NM1425.The dynamic height is computed by dividing the NAVD 88
 NM1425.geopotential number by the normal gravity value computed on the
 NM1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1425.degrees latitude (g = 980.6199 gals.).
 NM1425
 NM1425.The modeled gravity was interpolated from observed gravity values.
 NM1425
 NM1425;                    North         East    Units  Estimated Accuracy
 NM1425;SPC NE       -   336,720.      699,340.      MT  (+/- 180 meters Scaled)
 NM1425
 NM1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN175441(NAD 83)
 NM1425
 NM1425                          SUPERSEDED SURVEY CONTROL
 NM1425
 NM1425  NGVD 29 (??/??/92)  362.480  (m)         1189.24   (f) ADJ UNCH    2 0
 NM1425
 NM1425.Superseded values are not recommended for survey control.
 NM1425
 NM1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1425.See file dsdata.pdf to determine how the superseded data were derived.
 NM1425
 NM1425_MARKER: DZ = AZIMUTH MARK DISK
 NM1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1425_STAMPING: RIVER 1948
 NM1425_MARK LOGO: CGS
 NM1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1425+STABILITY: SURFACE MOTION
 NM1425
 NM1425  HISTORY     - Date     Condition        Report By
 NM1425  HISTORY     - 1948     MONUMENTED       CGS
 NM1425  HISTORY     - 1949     GOOD             CGS
 NM1425
 NM1425                          STATION DESCRIPTION
 NM1425
 NM1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1425'10.8 MI NW FROM CROFTON.
 NM1425'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1425'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1425'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1425'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.2 MILE
 NM1425'SOUTHWEST OF TRIANGULATION STATION RIVER 1948, 100 FEET WEST OF A
 NM1425'HOG SHED, 1.0 FOOT NORTH OF A FENCE LINE, AND SET IN THE TOP OF A
 NM1425'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1426 ***********************************************************************
 NM1426  DESIGNATION -  RIVER RM 1
 NM1426  PID         -  NM1426
 NM1426  STATE/COUNTY-  NE/KNOX
 NM1426  COUNTRY     -  US
 NM1426  USGS QUAD   -  TABOR SE (2017)
 NM1426
 NM1426                         *CURRENT SURVEY CONTROL
 NM1426  ______________________________________________________________________
 NM1426* NAD 83(1986) POSITION- 42 50 30.82   (N) 097 33 32.31   (W)   HD_HELD1
 NM1426* NAVD 88 ORTHO HEIGHT -   362.400 (meters)     1188.97  (feet) ADJUSTED
 NM1426  ______________________________________________________________________
 NM1426  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1426  DYNAMIC HEIGHT  -        362.289 (meters)     1188.61  (feet) COMP
 NM1426  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 NM1426
 NM1426  VERT ORDER      -  SECOND    CLASS 0
 NM1426
 NM1426.The horizontal coordinates were determined by differentially corrected
 NM1426.hand held GPS observations or other comparable positioning techniques
 NM1426.and have an estimated accuracy of +/- 3 meters.
 NM1426
 NM1426.The orthometric height was determined by differential leveling and
 NM1426.adjusted by the NATIONAL GEODETIC SURVEY
 NM1426.in June 1991.
 NM1426
 NM1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1426.GEOID18 height accuracy estimate available here.
 NM1426
 NM1426.Click photographs - Photos may exist for this station.
 NM1426
 NM1426.The dynamic height is computed by dividing the NAVD 88
 NM1426.geopotential number by the normal gravity value computed on the
 NM1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1426.degrees latitude (g = 980.6199 gals.).
 NM1426
 NM1426.The modeled gravity was interpolated from observed gravity values.
 NM1426
 NM1426;                    North         East    Units  Estimated Accuracy
 NM1426;SPC NE       -   336,874.4     699,512.9     MT  (+/- 3 meters HH1 GPS) 
 NM1426
 NM1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1775744264(NAD 83)
 NM1426
 NM1426                          SUPERSEDED SURVEY CONTROL
 NM1426
 NM1426  NGVD 29 (??/??/92)  362.189  (m)         1188.28   (f) ADJ UNCH    2 0
 NM1426
 NM1426.Superseded values are not recommended for survey control.
 NM1426
 NM1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1426.See file dsdata.pdf to determine how the superseded data were derived.
 NM1426
 NM1426_MARKER: DR = REFERENCE MARK DISK
 NM1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1426_STAMPING: RIVER NO 1 1948
 NM1426_MARK LOGO: CGS
 NM1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1426+STABILITY: SURFACE MOTION
 NM1426
 NM1426  HISTORY     - Date     Condition        Report By
 NM1426  HISTORY     - 1948     MONUMENTED       CGS
 NM1426  HISTORY     - 1949     GOOD             CGS
 NM1426
 NM1426                          STATION DESCRIPTION
 NM1426
 NM1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1426'10.8 MI NW FROM CROFTON.
 NM1426'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1426'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1426'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1426'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE
 NM1426'NORTH OF A CREAM COLORED FARMHOUSE, 35 FEET WEST OF THE CENTER LINE
 NM1426'OF AN ABANDONED ROAD, 19 FEET NORTHWEST OF THE STATION, 1.0 FOOT
 NM1426'EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1426'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.35 MILE NORTH
 NM1426'OF BENCH MARK R 270.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1427 ***********************************************************************
 NM1427  DESIGNATION -  RIVER RM 2
 NM1427  PID         -  NM1427
 NM1427  STATE/COUNTY-  NE/KNOX
 NM1427  COUNTRY     -  US
 NM1427  USGS QUAD   -  TABOR SE (2017)
 NM1427
 NM1427                         *CURRENT SURVEY CONTROL
 NM1427  ______________________________________________________________________
 NM1427* NAD 83(1986) POSITION- 42 50 30.44   (N) 097 33 32.32   (W)   HD_HELD1
 NM1427* NAVD 88 ORTHO HEIGHT -   362.436 (meters)     1189.09  (feet) ADJUSTED
 NM1427  ______________________________________________________________________
 NM1427  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1427  DYNAMIC HEIGHT  -        362.324 (meters)     1188.72  (feet) COMP
 NM1427  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 NM1427
 NM1427  VERT ORDER      -  SECOND    CLASS 0
 NM1427
 NM1427.The horizontal coordinates were determined by differentially corrected
 NM1427.hand held GPS observations or other comparable positioning techniques
 NM1427.and have an estimated accuracy of +/- 3 meters.
 NM1427
 NM1427.The orthometric height was determined by differential leveling and
 NM1427.adjusted by the NATIONAL GEODETIC SURVEY
 NM1427.in June 1991.
 NM1427
 NM1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1427.GEOID18 height accuracy estimate available here.
 NM1427
 NM1427.Click photographs - Photos may exist for this station.
 NM1427
 NM1427.The dynamic height is computed by dividing the NAVD 88
 NM1427.geopotential number by the normal gravity value computed on the
 NM1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1427.degrees latitude (g = 980.6199 gals.).
 NM1427
 NM1427.The modeled gravity was interpolated from observed gravity values.
 NM1427
 NM1427;                    North         East    Units  Estimated Accuracy
 NM1427;SPC NE       -   336,862.7     699,513.0     MT  (+/- 3 meters HH1 GPS) 
 NM1427
 NM1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1775744253(NAD 83)
 NM1427
 NM1427                          SUPERSEDED SURVEY CONTROL
 NM1427
 NM1427  NGVD 29 (??/??/92)  362.224  (m)         1188.40   (f) ADJ UNCH    2 0
 NM1427
 NM1427.Superseded values are not recommended for survey control.
 NM1427
 NM1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1427.See file dsdata.pdf to determine how the superseded data were derived.
 NM1427
 NM1427_MARKER: DR = REFERENCE MARK DISK
 NM1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1427_STAMPING: RIVER NO 2 1948
 NM1427_MARK LOGO: CGS
 NM1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1427+STABILITY: SURFACE MOTION
 NM1427
 NM1427  HISTORY     - Date     Condition        Report By
 NM1427  HISTORY     - 1948     MONUMENTED       CGS
 NM1427  HISTORY     - 1949     GOOD             CGS
 NM1427
 NM1427                          STATION DESCRIPTION
 NM1427
 NM1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1427'10.8 MI NW FROM CROFTON.
 NM1427'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1427'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1427'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1427'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE
 NM1427'NORTH OF A CREAM COLORED FARMHOUSE, 35 FEET WEST OF THE CENTER
 NM1427'LINE OF AN ABANDONED ROAD, 19 FEET SOUTHWEST OF THE STATION, 1.0
 NM1427'FOOT EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 NM1427'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.35
 NM1427'MILE NORTH OF BENCH MARK R 270.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1299 ***********************************************************************
 LH1299  DESIGNATION -  RIVERDALE
 LH1299  PID         -  LH1299
 LH1299  STATE/COUNTY-  NE/BUFFALO
 LH1299  COUNTRY     -  US
 LH1299  USGS QUAD   -  RIVERDALE (2017)
 LH1299
 LH1299                         *CURRENT SURVEY CONTROL
 LH1299  ______________________________________________________________________
 LH1299* NAD 83(1995) POSITION- 40 48 02.24525(N) 099 09 47.98853(W)   ADJUSTED
 LH1299* NAVD 88 ORTHO HEIGHT -   685.    (meters)     2247.    (feet) SCALED
 LH1299  ______________________________________________________________________
 LH1299  GEOID HEIGHT    -        -24.195 (meters)                     GEOID18
 LH1299  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 LH1299  HORZ ORDER      -  THIRD
 LH1299
 LH1299.The horizontal coordinates were established by classical geodetic methods
 LH1299.and adjusted by the National Geodetic Survey in August 1997.
 LH1299
 LH1299.The orthometric height was scaled from a topographic map.
 LH1299
 LH1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1299.GEOID18 height accuracy estimate available here.
 LH1299
 LH1299.Click photographs - Photos may exist for this station.
 LH1299
 LH1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1299
 LH1299. The following values were computed from the NAD 83(1995) position.
 LH1299
 LH1299;                    North         East     Units Scale Factor Converg.
 LH1299;SPC NE       -   107,737.634   570,585.165   MT  0.99973377   +0 33 16.1
 LH1299;SPC NE       -   353,469.22  1,871,994.83   sFT  0.99973377   +0 33 16.1
 LH1299;UTM  14      - 4,516,637.615   486,222.373   MT  0.99960234   -0 06 24.2
 LH1299
 LH1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1299!SPC NE       -   0.99989632  x   0.99973377  =   0.99963011
 LH1299!UTM  14      -   0.99989632  x   0.99960234  =   0.99949870
 LH1299
 LH1299:                Primary Azimuth Mark                     Grid Az
 LH1299:SPC NE       -  RIVERDALE AZ MK 2                        119 55 09.1
 LH1299:UTM  14      -  RIVERDALE AZ MK 2                        120 34 49.4
 LH1299
 LH1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8622216637(NAD 83)
 LH1299
 LH1299|---------------------------------------------------------------------|
 LH1299| PID    Reference Object                     Distance      Geod. Az  |
 LH1299|                                                           dddmmss.s |
 LH1299| CN9606 RIVERDALE RM 3                       10.375 METERS 08857     |
 LH1299| CN9605 RIVERDALE RM 2                        8.300 METERS 08916     |
 LH1299| CN9603 RIVERDALE AZ MK 2                                  1202825.2 |
 LH1299| CN9602 RIVERDALE AZ MK                                    1392822.6 |
 LH1299| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.11.0 KM 1623240.8 |
 LH1299| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX.10.9 KM 1623812.7 |
 LH1299| CN9607 RIVERDALE RM 4                        8.306 METERS 27202     |
 LH1299| CN9604 RIVERDALE RM 1                       10.439 METERS 27213     |
 LH1299|---------------------------------------------------------------------|
 LH1299
 LH1299                          SUPERSEDED SURVEY CONTROL
 LH1299
 LH1299  NAD 83(1986)-  40 48 02.25244(N)    099 09 47.99034(W) AD(       ) 3
 LH1299  NAD 27      -  40 48 02.21300(N)    099 09 46.66200(W) AD(       ) 3
 LH1299
 LH1299.Superseded values are not recommended for survey control.
 LH1299
 LH1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1299.See file dsdata.pdf to determine how the superseded data were derived.
 LH1299
 LH1299_MARKER: DS = TRIANGULATION STATION DISK
 LH1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1299_STAMPING: RIVERDALE 1950
 LH1299_MARK LOGO: CGS
 LH1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1299+STABILITY: SURFACE MOTION
 LH1299
 LH1299  HISTORY     - Date     Condition        Report By
 LH1299  HISTORY     - 1950     MONUMENTED       CGS
 LH1299  HISTORY     - 1966     GOOD             CGS
 LH1299
 LH1299                          STATION DESCRIPTION
 LH1299
 LH1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1299'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH AND 1/4 MILE WEST
 LH1299'OF THE SMALL TOWN OF RIVERDALE ON THE RIGHT-OF-WAY OF A DIRT ROAD.
 LH1299'IT IS 22 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 4 FEET EAST
 LH1299'NORTHEAST OF A WHITE WITNESS POST AND 3 FEET NORTH OF A
 LH1299'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LH1299'DISK IS STAMPED RIVERDALE 1950.
 LH1299'
 LH1299'REFERENCE MARK NO. 1 IS 23 FEET SOUTH OF THE CENTERLINE OF A DIRT
 LH1299'ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 LH1299'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED RIVERDALE NO 1
 LH1299'1950.
 LH1299'
 LH1299'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTERLINE OF A DIRT
 LH1299'ROAD AND 2 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 LH1299'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RIVERDALE NO 2
 LH1299'1950.
 LH1299'
 LH1299'AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1299'28 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET NORTH OF A WHITE
 LH1299'WITNESS POST AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 LH1299'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED RIVERDALE
 LH1299'1950.
 LH1299'
 LH1299'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 40 AND MAIN
 LH1299'STREET IN RIVERDALE GO SOUTHEAST ON STATE ROUTE 40 FOR 0.1 MILE
 LH1299'TO SCHOOL HOUSE.  TURN LEFT (NORTH) AND FOLLOW GRAVEL ROAD FOR 1.2
 LH1299'MILES TO AZIMUTH MARK ON THE WEST SIDE OF ROAD AS DESCRIBED.
 LH1299'CONTINUE WEST FOR 0.2 MILES TO A CROSSROAD.  TURN LEFT (WEST) AND
 LH1299'GO 0.2 MILE TO STATION ON SOUTH SIDE OF ROAD AS DESCRIBED.
 LH1299'
 LH1299'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1299
 LH1299                          STATION RECOVERY (1966)
 LH1299
 LH1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1299'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1299'AZIMUTH MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LH1299'FOUND DESTROYED.
 LH1299'
 LH1299'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE
 LH1299'SET.
 LH1299'
 LH1299'FOLLOWING IS A NEW DESCRIPTION.
 LH1299'
 LH1299'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH AND 1/4 MILE WEST
 LH1299'OF RIVERDALE, ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.
 LH1299'
 LH1299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND
 LH1299'MAIN STREET IN RIVERDALE, GO SOUTHEAST ON STATE HIGHWAY 40 FOR 0.1
 LH1299'MILE TO A CROSSROAD AND SCHOOL ON THE LEFT.  TURN LEFT AND GO
 LH1299'NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO AN IRRIGATION PUMP
 LH1299'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 LH1299'GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 LH1299'WEST ON A DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 LH1299'
 LH1299'STATION SURFACE MARK, A STANDARD DISK STAMPED RIVERDALE 1950,
 LH1299'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LH1299'3 INCHES.  IT IS 25 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 LH1299'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 LH1299'WAS NOT INSPECTED.
 LH1299'
 LH1299'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RIVERDALE 1950 NO.
 LH1299'3 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1299'1 INCH.  IT IS 26 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 LH1299'
 LH1299'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RIVERDALE 1950 NO.
 LH1299'4 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LH1299'WITH THE SURFACE OF THE GROUND.
 LH1299'
 LH1299'AZIMUTH MARK, A STANDARD DISK STAMPED RIVERDALE 1950 AZ. 2 1966,
 LH1299'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LH1299'SURFACE OF THE GROUND.  IT IS 33 FEET EAST OF THE CENTER OF A
 LH1299'GRAVELED ROAD, 20.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LH1299'CONCRETE FOUNDATION FOR A IRRIAGATION PUMP, 15 FEET SOUTH OF THE
 LH1299'CENTER OF A FIELD ENTRANCE, 1.5 EAST OF A FENCE, AND 1 FOOT
 LH1299'NORTH OF A METAL WITNESS POST.
 LH1299'
 LH1299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/4 MILES
 LH1299'NORTH OF RIVERDALE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1138 ***********************************************************************
 LH1138  DESIGNATION -  RIVERSIDE POWER PLANT STACK
 LH1138  PID         -  LH1138
 LH1138  STATE/COUNTY-  NE/MERRICK
 LH1138  COUNTRY     -  US
 LH1138  USGS QUAD   -  GRAND ISLAND (2017)
 LH1138
 LH1138                         *CURRENT SURVEY CONTROL
 LH1138  ______________________________________________________________________
 LH1138* NAD 83(1995) POSITION- 40 53 59.15607(N) 098 15 35.40070(W)   ADJUSTED
 LH1138  ______________________________________________________________________
 LH1138  GEOID HEIGHT    -        -25.200 (meters)                     GEOID18
 LH1138  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 LH1138  HORZ ORDER      -  THIRD
 LH1138
 LH1138.The horizontal coordinates were established by classical geodetic methods
 LH1138.and adjusted by the National Geodetic Survey in August 1997.
 LH1138
 LH1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1138.GEOID18 height accuracy estimate available here.
 LH1138
 LH1138.Click photographs - Photos may exist for this station.
 LH1138
 LH1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1138
 LH1138. The following values were computed from the NAD 83(1995) position.
 LH1138
 LH1138;                    North         East     Units Scale Factor Converg.
 LH1138;SPC NE       -   119,878.028   646,578.991   MT  0.99971415   +1 09 11.5
 LH1138;SPC NE       -   393,299.83  2,121,317.91   sFT  0.99971415   +1 09 11.5
 LH1138;UTM  14      - 4,527,893.850   562,343.592   MT  0.99964784   +0 29 04.7
 LH1138
 LH1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6234327893(NAD 83)
 LH1138
 LH1138                          SUPERSEDED SURVEY CONTROL
 LH1138
 LH1138  NAD 83(1986)-  40 53 59.16356(N)    098 15 35.40225(W) AD(       ) 3
 LH1138  NAD 27      -  40 53 59.11800(N)    098 15 34.19000(W) AD(       ) 3
 LH1138
 LH1138.Superseded values are not recommended for survey control.
 LH1138
 LH1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1138.See file dsdata.pdf to determine how the superseded data were derived.
 LH1138
 LH1138_MARKER: 63 = STACK
 LH1138
 LH1138  HISTORY     - Date     Condition        Report By
 LH1138  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1138  HISTORY     - 1955     GOOD             CGS
 LH1138
 LH1138                          STATION DESCRIPTION
 LH1138
 LH1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1138'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAND ISLAND, AND
 LH1138'1 MILE WEST OF PHILLIPS.  IT IS PAINTED SILVER, IS ABOUT 250 FEET
 LH1138'HIGH AND STANDS ON TOP OF A RED BRICK BUILDING THAT IS
 LH1138'APPROXIMATELY 200 FEET SQUARE.
 LH1138'
 LH1138'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1138'
 LH1138'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 34, 28 AND 30
 LH1138'AND STATE HIGHWAY 2 ABOUT 2.0 MILES SOUTH OF GRAND ISLAND, GO NORTH
 LH1138'ON US HIGHWAY 30 FOR 1.0 MILE TO A GRAVEL CROSS ROAD.  TURN RIGHT
 LH1138'AND GO EAST FOR 4.0 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT,
 LH1138'CROSS A SMALL WOODEN BRIDGE AND GO SOUTH FOR 0.2 MILE TO THE
 LH1138'STATION.
 LH1138
 LH1138                          STATION RECOVERY (1955)
 LH1138
 LH1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1138'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1057 ***********************************************************************
 MJ1057  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1057  DESIGNATION -  RIVERVIEW
 MJ1057  PID         -  MJ1057
 MJ1057  STATE/COUNTY-  NE/WASHINGTON
 MJ1057  COUNTRY     -  US
 MJ1057  USGS QUAD   -  LOVELAND (2018)
 MJ1057
 MJ1057                         *CURRENT SURVEY CONTROL
 MJ1057  ______________________________________________________________________
 MJ1057* NAD 83(2011) POSITION- 41 27 03.53323(N) 095 58 33.72411(W)   ADJUSTED
 MJ1057* NAD 83(2011) ELLIP HT-   274.362 (meters)        (06/27/12)   ADJUSTED
 MJ1057* NAD 83(2011) EPOCH   -  2010.00
 MJ1057* NAVD 88 ORTHO HEIGHT -   302.8   (meters)      993.    (feet) GPS OBS
 MJ1057  ______________________________________________________________________
 MJ1057  NAVD 88 orthometric height was determined with geoid model    GEOID96
 MJ1057  GEOID HEIGHT    -        -28.332 (meters)                     GEOID96
 MJ1057  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 MJ1057  NAD 83(2011) X  -   -498,468.568 (meters)                     COMP
 MJ1057  NAD 83(2011) Y  - -4,761,770.274 (meters)                     COMP
 MJ1057  NAD 83(2011) Z  -  4,200,274.909 (meters)                     COMP
 MJ1057  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 MJ1057
 MJ1057  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MJ1057  Standards:
 MJ1057         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MJ1057            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MJ1057  -------------------------------------------------------------------
 MJ1057  NETWORK    0.42   1.04           0.20   0.13   0.53      0.03397456
 MJ1057  -------------------------------------------------------------------
 MJ1057  Click here for local accuracies and other accuracy information.
 MJ1057
 MJ1057.The horizontal coordinates were established by GPS observations
 MJ1057.and adjusted by the National Geodetic Survey in June 2012.
 MJ1057
 MJ1057.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MJ1057.been affixed to the stable North American tectonic plate. See 
 MJ1057.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MJ1057
 MJ1057.The horizontal coordinates are valid at the epoch date displayed above
 MJ1057.which is a decimal equivalence of Year/Month/Day.
 MJ1057
 MJ1057.The orthometric height was determined by GPS observations and a
 MJ1057.high-resolution geoid model.
 MJ1057
 MJ1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1057.GEOID18 height accuracy estimate available here.
 MJ1057
 MJ1057.Click photographs - Photos may exist for this station.
 MJ1057
 MJ1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1057
 MJ1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1057
 MJ1057.The ellipsoidal height was determined by GPS observations
 MJ1057.and is referenced to NAD 83.
 MJ1057
 MJ1057. The following values were computed from the NAD 83(2011) position.
 MJ1057
 MJ1057;                    North         East     Units Scale Factor Converg.
 MJ1057;SPC NE       -   187,420.325   836,002.958   MT  0.99965905   +2 40 00.0
 MJ1057;SPC NE       -   614,894.85  2,742,786.37   sFT  0.99965905   +2 40 00.0
 MJ1057;UTM  15      - 4,593,098.082   251,410.701   MT  1.00036057   -1 58 15.9
 MJ1057;UTM  14      - 4,593,236.998   752,593.459   MT  1.00038527   +2 00 10.3
 MJ1057
 MJ1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1057!SPC NE       -   0.99995697  x   0.99965905  =   0.99961603
 MJ1057!UTM  15      -   0.99995697  x   1.00036057  =   1.00031752
 MJ1057!UTM  14      -   0.99995697  x   1.00038527  =   1.00034222
 MJ1057
 MJ1057:                Primary Azimuth Mark                     Grid Az
 MJ1057:SPC NE       -  RIVERVIEW AZ MK                          302 24 51.1
 MJ1057:UTM  15      -  RIVERVIEW AZ MK                          307 03 07.0
 MJ1057:UTM  14      -  RIVERVIEW AZ MK                          303 04 40.8
 MJ1057
 MJ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5141093098(NAD 83)
 MJ1057
 MJ1057|---------------------------------------------------------------------|
 MJ1057| PID    Reference Object                     Distance      Geod. Az  |
 MJ1057|                                                           dddmmss.s |
 MJ1057| MJ1288 OMAHA SIOUX FALLS AMBER 4 BCN       APPROX. 5.0 KM 1560756.6 |
 MJ1057| CL8285 RIVERVIEW RM 1                       41.843 METERS 16608     |
 MJ1057| CL8286 RIVERVIEW RM 2                       30.251 METERS 28314     |
 MJ1057| CL8284 RIVERVIEW AZ MK                                    3050451.1 |
 MJ1057| MJ1019 U 234                                34.390 METERS 34513     |
 MJ1057|---------------------------------------------------------------------|
 MJ1057
 MJ1057                          SUPERSEDED SURVEY CONTROL
 MJ1057
 MJ1057  NAD 83(2007)-  41 27 03.53322(N)    095 58 33.72473(W) AD(2002.00) 0
 MJ1057  ELLIP H (02/10/07)  274.383  (m)                       GP(2002.00)    
 MJ1057  ELLIP H (07/10/01)  274.377  (m)                       GP(       ) 4 1
 MJ1057  NAD 83(1995)-  41 27 03.53326(N)    095 58 33.72415(W) AD(       ) B
 MJ1057  ELLIP H (06/25/96)  274.423  (m)                       GP(       ) 1 1
 MJ1057  NAD 83(1986)-  41 27 03.53920(N)    095 58 33.72372(W) AD(       ) 2
 MJ1057  NAD 27      -  41 27 03.55800(N)    095 58 32.68200(W) AD(       ) 2
 MJ1057  NAVD 88 (06/25/96)  302.7    (m)  GEOID93  model used  GPS OBS        
 MJ1057
 MJ1057.Superseded values are not recommended for survey control.
 MJ1057
 MJ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1057.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1057
 MJ1057_MARKER: DS = TRIANGULATION STATION DISK
 MJ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1057_STAMPING: RIVERVIEW 1947
 MJ1057_MARK LOGO: CGS
 MJ1057_PROJECTION: FLUSH
 MJ1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1057+STABILITY: SURFACE MOTION
 MJ1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1057+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 MJ1057
 MJ1057  HISTORY     - Date     Condition        Report By
 MJ1057  HISTORY     - 1947     MONUMENTED       CGS
 MJ1057  HISTORY     - 1948     GOOD             CGS
 MJ1057  HISTORY     - 1974     GOOD             NEDR
 MJ1057  HISTORY     - 19950628 GOOD             NGS
 MJ1057  HISTORY     - 19970114 GOOD             NGS
 MJ1057  HISTORY     - 20000605 GOOD             NEDR
 MJ1057  HISTORY     - 20030715 GOOD             INDIV
 MJ1057  HISTORY     - 20050604 GOOD             GEOCAC
 MJ1057  HISTORY     - 20061205 GOOD             NEDR
 MJ1057  HISTORY     - 20100510 GOOD             INDIV
 MJ1057  HISTORY     - 20170508 GOOD             NEGS
 MJ1057  HISTORY     - 20211201 GOOD             NEGS
 MJ1057
 MJ1057                          STATION DESCRIPTION
 MJ1057
 MJ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1057'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF FORT CALHOUN
 MJ1057'ACROSS THE ROAD FROM THE RIVER VIEW DISTRICT 54 SCHOOLHOUSE.
 MJ1057'STATION IS 56 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT
 MJ1057'ROAD, 35 FEET WEST SOUTHWEST OF GATE POST, 24 FEET SOUTH OF
 MJ1057'FENCE AND 23.7 FEET SOUTH OF WITNESS POST.  THE MARK IS FLUSH
 MJ1057'WITH THE GROUND AND THE DISK IS STAMPD RIVERVIEW 1947.
 MJ1057'
 MJ1057'REFERENCE MARK NO. 1 IS 115.16 FEET SOUTH OF STATION, 57 FEET
 MJ1057'NORTH OF POWER POLE AND 16 FEET WEST OF THE APPROXIMATE
 MJ1057'CENTERLINE OF DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 MJ1057'STAMPED RIVERVIEW NO 1 1947.
 MJ1057'
 MJ1057'REFERENCE MARK NO. 2 IS 99.25 FEET WEST OF THE STATION, 34
 MJ1057'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, AND 1
 MJ1057'FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 MJ1057'THE DISK IS STAMPED RIVERVIEW NO 2 1947.
 MJ1057'
 MJ1057'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTHWEST OF STATION, 22
 MJ1057'FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 2 FEET
 MJ1057'SOUTHWEST OF WITNESS POST AND 1.5 FEET SOUTH OF FENCECORNER.
 MJ1057'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MJ1057'RIVERVIEW 1947.
 MJ1057'
 MJ1057'A TRAVERSE CONNECTION WAS MADE TO BM U 234 1947 (USC AND GS)
 MJ1057'WHICH IS *34.390 METERS.  NORTH OF STATION, 53 FEET NORTH
 MJ1057'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 42 FEET WEST OF
 MJ1057'THE SOUTHWEST CORNER OF THE RIVER VIEW SCHOOLHOUSE AND 1.4
 MJ1057'FEET EAST OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 MJ1057'THE DISK IS STAMPED U 234 1947.
 MJ1057'
 MJ1057'TO REACH STATION FROM THE POST OFFICE IN FORT CALHOUN GO
 MJ1057'EAST ON DIRT ROAD FOR 0.5 MILE.  TURN RIGHT AND GO SOUTH
 MJ1057'FOR 0.25 MILE.  TURN LEFT AND GO EAST FOR 2.3 MILES TO STATION ON
 MJ1057'RIGHT ACROSS THE RIVER VIEW SCHOOL AS DESCRIBED.
 MJ1057'
 MJ1057'TO REACH AZIMUTH FROM STATION GO WEST ON DIRT ROAD FOR 0.4
 MJ1057'MILE TO CROSS ROAD.  TURN RIGHT AND GO NORTH FOR 0.25 MILE
 MJ1057'TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 MJ1057'
 MJ1057'*TRAVERSE CONNECTION WILL BE MADE NEXT SPRING.
 MJ1057'
 MJ1057'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 MJ1057'
 MJ1057'A 64-FOOT TOWER AT CONNER CAN BE SEEN AT 15 FEET.
 MJ1057'
 MJ1057'A 64 FOOT TOWER AT JOHANNES 1930 CAN BE SEEN AT 15 FEET.
 MJ1057'
 MJ1057'A 4 FOOT STAND AT 311 (MORC) CAN BE SEEN AT 75 FEET.
 MJ1057'
 MJ1057'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MJ1057
 MJ1057                          STATION RECOVERY (1948)
 MJ1057
 MJ1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MJ1057'A TRAVERSE CONNECTION WAS MADE TO BM U 234, 1947 WHICH IS
 MJ1057'34.390 METERS.
 MJ1057
 MJ1057                          STATION RECOVERY (1974)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974
 MJ1057'FROM FORT CALHOUN AT THE WILKINSON MANUFACTURING CO. GO EAST APPROX
 MJ1057'0.3 MILE, TURN RIGHT (SOUTH) AND FOLLOW CURVE TO THE EAST ON OIL
 MJ1057'ROAD FOR 2.1 MILE TO STATION ON SOUTH SIDE OF ROAD.  NOTE--SCHOOL
 MJ1057'HOUSE DIST. NO. 54 IN ORIGINAL DESCRIPTION IS NOW A HOUSE.
 MJ1057'
 MJ1057'STATION, AZIMUTH MARK, REFERENCE NO. 2 FOUND AS DESCRIBED IN GOOD
 MJ1057'CONDITION, REFERENCE NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 MJ1057'
 MJ1057'NEAREST TOWN--FORT CALHOUN.
 MJ1057
 MJ1057                          STATION RECOVERY (1995)
 MJ1057
 MJ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MJ1057'THE MARK IS LOCATED ABOUT 15 MI (24.1 KM) NORTH OF OMAHA, 2.75 MI
 MJ1057'(4.43 KM) EAST OF FORT CALHOUN, IN THE NW1/4, SEC17, T17N, R13E, IN
 MJ1057'THE NORTHEAST CORNER OF A PASTURE, ON PROPERTY OWNED BY JERRY AND JAN
 MJ1057'TUCKER, RURAL ROUTE 1, BOX 147, FORT CALHOUN, NEBRASKA 68023,
 MJ1057'TELEPHONE 402-468-5125.  TO REACH THE MARK FROM THE CITY HALL IN FORT
 MJ1057'CALHOUN, GO SOUTH ON 14TH STREET FOR 0.1 MI (0.2 KM) TO MADISON
 MJ1057'STREET.  TURN LEFT AND GO EAST ON MADISON STREET FOR 0.5 MI (0.8 KM)
 MJ1057'TO 7TH STREET.  TURN RIGHT AND GO SOUTH, THEN EAST, ON 7TH STREET AND
 MJ1057'A PAVED COUNTY ROAD FOR 2.25 MI (3.62 KM) TO A BLUE COLORED HOUSE ON
 MJ1057'THE LEFT AND A DRIVEWAY, LEADING SOUTH TO A WHITE COLORED HOUSE, AND
 MJ1057'THE MARK ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MJ1057'THE DRIVEWAY AND THE ROAD.  THE DISK IS SET INTO THE TOP OF A SQUARE
 MJ1057'CONCRETE MONUMENT THAT IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND
 MJ1057'SURFACE.  IT IS 58.0 FT (17.7 M) SOUTH OF THE CENTERLINE OF THE ROAD,
 MJ1057'42.7 FT (13.0 M) WEST OF THE CENTERLINE OF THE DRIVEWAY, 40.0 FT (12.2
 MJ1057'M) SOUTHWEST OF A FENCE CORNER POST, 34.6 FT (10.5 M) SOUTH-SOUTHWEST
 MJ1057'OF A UTILITY POLE, 31.5 FT (9.6 M) WEST OF THE WEST FENCE OF THE
 MJ1057'DRIVEWAY, 23.8 FT (7.3 M) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND A
 MJ1057'WITNESS POST AND IS ABOUT 2.5 FT (0.8 M) LOWER THAN THE ROAD.  REBAR
 MJ1057'WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 MJ1057
 MJ1057                          STATION RECOVERY (1997)
 MJ1057
 MJ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 MJ1057'RECOVERED AS DESCRIBED.
 MJ1057
 MJ1057                          STATION RECOVERY (2000)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MJ1057'RECOVERED AS DESCRIBED.
 MJ1057
 MJ1057                          STATION RECOVERY (2003)
 MJ1057
 MJ1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 MJ1057'RECOVERED IN GOOD CONDITION.
 MJ1057
 MJ1057                          STATION RECOVERY (2005)
 MJ1057
 MJ1057'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 MJ1057'STATION AND REFERENCE MARK 2 GOOD.
 MJ1057
 MJ1057                          STATION RECOVERY (2006)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 MJ1057'STATION RECOVERED IN GOOD CONDITION.  FENCE LINES TO THE EAST AND
 MJ1057'NORTH HAVE BEEN REMOVED. THE UTILITY POLE AND WITNESS POST HAVE BEEN
 MJ1057'REPLACED.  THE MARK IS 40.6 FT (12.37 M) SOUTHWEST OF THE TOP CENTER
 MJ1057'OF THE
 MJ1057'WEST GATE POST, 36.3 FT (11.06 M) SOUTHWEST OF A NAIL IN A UTILITY
 MJ1057'POLE, 31.1 FT (9.54 M) SOUTH-SOUTHWEST OF THE TOP CENTER OF A
 MJ1057'TELEPHONE PEDESTAL AND
 MJ1057'0.55 FT (0.17 M) EAST OF A FIBERGLASS WITNESS POST.
 MJ1057
 MJ1057                          STATION RECOVERY (2010)
 MJ1057
 MJ1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MJ1057'RECOVERED IN GOOD CONDITION.
 MJ1057
 MJ1057                          STATION RECOVERY (2017)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JA)
 MJ1057'FOUND GOOD, DISCRIPTION IS ADEQUATE
 MJ1057
 MJ1057                          STATION RECOVERY (2021)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (KO)
 MJ1057'FROM THE INTERSECTION OF U.S. HWY. 75 AND MADISON STREET IN FORT
 MJ1057'CALHOUN, NE., GO EAST ON MADISON STREET APPROX. 0.5 MI (0.8 KM) TO THE
 MJ1057'INTERSECTION WITH SOUTH 7TH STREET (ROAD 34). GO SOUTH THEN EAST ON
 MJ1057'ROAD 34 FOR APPROX. 2.2 MI (3.5 KM) TO THE MARK ON THE RIGHT (SOUTH).
 MJ1057'THE MARK IS 57.5 FT (17.5 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 MJ1057'34, 43.0 FT (13.1 M) WEST OF THE CENTERLINE OF A FIELD DRIVE (SOUTH),
 MJ1057'1.0 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST AND 36.0 FT (11.0 M)
 MJ1057'SW OF THE FACE OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0780 ***********************************************************************
 NN0780  DESIGNATION -  RIVERVIEW
 NN0780  PID         -  NN0780
 NN0780  STATE/COUNTY-  NE/KEYA PAHA
 NN0780  COUNTRY     -  US
 NN0780  USGS QUAD   -  RIVERVIEW (2017)
 NN0780
 NN0780                         *CURRENT SURVEY CONTROL
 NN0780  ______________________________________________________________________
 NN0780* NAD 83(1995) POSITION- 42 44 27.89477(N) 099 35 54.94828(W)   ADJUSTED
 NN0780* NAVD 88 ORTHO HEIGHT -   698.    (meters)     2290.    (feet) SCALED
 NN0780  ______________________________________________________________________
 NN0780  GEOID HEIGHT    -        -23.603 (meters)                     GEOID18
 NN0780  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 NN0780  HORZ ORDER      -  THIRD
 NN0780
 NN0780.The horizontal coordinates were established by classical geodetic methods
 NN0780.and adjusted by the National Geodetic Survey in August 1997.
 NN0780
 NN0780.The orthometric height was scaled from a topographic map.
 NN0780
 NN0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0780.GEOID18 height accuracy estimate available here.
 NN0780
 NN0780.Click photographs - Photos may exist for this station.
 NN0780
 NN0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0780
 NN0780. The following values were computed from the NAD 83(1995) position.
 NN0780
 NN0780;                    North         East     Units Scale Factor Converg.
 NN0780;SPC NE       -   322,935.870   532,864.224   MT  0.99989158   +0 15 57.6
 NN0780;SPC NE       - 1,059,498.77  1,748,238.71   sFT  0.99989158   +0 15 57.6
 NN0780;UTM  14      - 4,732,236.737   451,004.930   MT  0.99962953   -0 24 22.6
 NN0780
 NN0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0780!SPC NE       -   0.99989421  x   0.99989158  =   0.99978580
 NN0780!UTM  14      -   0.99989421  x   0.99962953  =   0.99952378
 NN0780
 NN0780:                Primary Azimuth Mark                     Grid Az
 NN0780:SPC NE       -  RIVERVIEW AZ MK                          216 51 57.3
 NN0780:UTM  14      -  RIVERVIEW AZ MK                          217 32 17.5
 NN0780
 NN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5100432236(NAD 83)
 NN0780
 NN0780|---------------------------------------------------------------------|
 NN0780| PID    Reference Object                     Distance      Geod. Az  |
 NN0780|                                                           dddmmss.s |
 NN0780| CO3604 RIVERVIEW RM 1                        8.772 METERS 14318     |
 NN0780| NN0781 BASSETT MUNICIPAL TANK              APPROX.17.8 KM 1633129.5 |
 NN0780| CO3603 RIVERVIEW AZ MK                                    2170754.9 |
 NN0780| CO3605 RIVERVIEW RM 2                        8.872 METERS 24249     |
 NN0780|---------------------------------------------------------------------|
 NN0780
 NN0780                          SUPERSEDED SURVEY CONTROL
 NN0780
 NN0780  NAD 83(1986)-  42 44 27.90317(N)    099 35 54.95943(W) AD(       ) 3
 NN0780  NAD 27      -  42 44 27.90400(N)    099 35 53.53700(W) AD(       ) 3
 NN0780
 NN0780.Superseded values are not recommended for survey control.
 NN0780
 NN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0780.See file dsdata.pdf to determine how the superseded data were derived.
 NN0780
 NN0780_MARKER: DS = TRIANGULATION STATION DISK
 NN0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0780_STAMPING: RIVERVIEW 1949
 NN0780_MARK LOGO: CGS
 NN0780_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0780
 NN0780  HISTORY     - Date     Condition        Report By
 NN0780  HISTORY     - 1949     MONUMENTED       CGS
 NN0780
 NN0780                          STATION DESCRIPTION
 NN0780
 NN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0780'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH-NORTHWEST OF
 NN0780'BASSETT, ABOUT 1.5 MILES NORTH OF THE NIOBRARA RIVER AND
 NN0780'ABOUT 1.0 MILE NORTH OF THE RIVERVIEW STORE AND POST OFFICE.
 NN0780'IT IS ON THE SUMMIT OF A KNOLL, 100.0 FEET WEST OF THE CENTER
 NN0780'OF U.S. HIGHWAY NO. 183 AND 5.0 FEET WEST-SOUTHWEST OF A
 NN0780'WITNESS POST.  IT IS A STANDARD U.S.C. AND G.S. STATION MARK
 NN0780'DISK CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING
 NN0780'12 INCHES ABOVE THE GROUND AND IS STAMPED RIVERVIEW 1949.
 NN0780'
 NN0780'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0780'1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NN0780'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF A
 NN0780'4 INCH CAST IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND
 NN0780'AND IS STAMPED RIVERVIEW NO 1 1949.
 NN0780'
 NN0780'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL ABOUT
 NN0780'4.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NN0780'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF
 NN0780'A 4 INCH CAST IRON PIPE PROJECTING 12 INCHES ABOVE THE GROUND
 NN0780'AND IS STAMPED RIVERVIEW NO 2 1949.
 NN0780'
 NN0780'THE AZIMUTH MARK IS 23.0 FEET EAST OF THE CENTER OF U.S.
 NN0780'HIGHWAY NO. 183, 11.6 FEET SOUTH OF THE CENTER OF A WIRE
 NN0780'GATE, 1.3 FEET EAST-NORTHEAST OF A WITNESS POST, AND 0.5 OF A FOOT
 NN0780'EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED RIVERVIEW
 NN0780'1949.
 NN0780'
 NN0780'TO REACH THE STATION FROM THE RIVERVIEW STORE AND POST OFFICE,
 NN0780'GO NORTHERLY ON U.S. HIGHWAY NO. 183 FOR 0.85 OF A MILE TO
 NN0780'THE TOP OF A RISE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NN0780'CONTINUE NORTHERLY ON U.S. HIGHWAY NO. 183 FOR 0.85 OF A
 NN0780'MILE TO A POINT ABOUT 50.0 FEET SOUTH OF A HIGHWAY TURN SIGN
 NN0780'AND THE STATION ON THE LEFT AS DESCRIBED.
 NN0780'
 NN0780'AN 87 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0780'
 NN0780'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0780'
 NN0780'A 4 FOOT SIGNAL AT STATION CUBA IS VISIBLE AT 4 FEET.
 NN0780'
 NN0780'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0248 ***********************************************************************
 LH0248  DESIGNATION -  RIVET
 LH0248  PID         -  LH0248
 LH0248  STATE/COUNTY-  NE/WEBSTER
 LH0248  COUNTRY     -  US
 LH0248  USGS QUAD   -  AMBOY (2017)
 LH0248
 LH0248                         *CURRENT SURVEY CONTROL
 LH0248  ______________________________________________________________________
 LH0248* NAD 83(1986) POSITION- 40 07 15.     (N) 098 26 38.     (W)   SCALED
 LH0248* NAVD 88 ORTHO HEIGHT -   522.444 (meters)     1714.05  (feet) ADJUSTED
 LH0248  ______________________________________________________________________
 LH0248  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 LH0248  DYNAMIC HEIGHT  -        522.128 (meters)     1713.01  (feet) COMP
 LH0248  MODELED GRAVITY -    980,003.9   (mgal)                       NAVD 88
 LH0248
 LH0248  VERT ORDER      -  FIRST     CLASS II
 LH0248
 LH0248.The horizontal coordinates were scaled from a map and have
 LH0248.an estimated accuracy of +/- 6 seconds.
 LH0248
 LH0248.The orthometric height was determined by differential leveling and
 LH0248.adjusted by the NATIONAL GEODETIC SURVEY
 LH0248.in June 1991.
 LH0248
 LH0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0248.GEOID18 height accuracy estimate available here.
 LH0248
 LH0248.Click photographs - Photos may exist for this station.
 LH0248
 LH0248.The dynamic height is computed by dividing the NAVD 88
 LH0248.geopotential number by the normal gravity value computed on the
 LH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0248.degrees latitude (g = 980.6199 gals.).
 LH0248
 LH0248.The modeled gravity was interpolated from observed gravity values.
 LH0248
 LH0248;                    North         East    Units  Estimated Accuracy
 LH0248;SPC NE       -    33,120.      632,630.      MT  (+/- 180 meters Scaled)
 LH0248
 LH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473413(NAD 83)
 LH0248
 LH0248                          SUPERSEDED SURVEY CONTROL
 LH0248
 LH0248  NGVD 29 (??/??/92)  522.230  (m)         1713.35   (f) ADJ UNCH    1 2
 LH0248
 LH0248.Superseded values are not recommended for survey control.
 LH0248
 LH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0248.See file dsdata.pdf to determine how the superseded data were derived.
 LH0248
 LH0248_MARKER: R = RIVET
 LH0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0248_SP_SET: BRIDGE
 LH0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0248
 LH0248  HISTORY     - Date     Condition        Report By
 LH0248  HISTORY     - UNK      MONUMENTED       CBQRR
 LH0248  HISTORY     - 1947     GOOD             CGS
 LH0248
 LH0248                          STATION DESCRIPTION
 LH0248
 LH0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0248'3.5 MI S FROM COWLES.
 LH0248'3.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0248'FROM THE STATION AT COWLES, AT BRIDGE NO. 34.33, THE MOST
 LH0248'SOUTHWESTERLY RIVET AT THE WEST END OF THE SOUTH STEEL I BEAM,
 LH0248'ON TOP OF THE BEAM, 3.4 FEET WEST OF THE WEST RAIL OF THE TRACK,
 LH0248'2.0 FEET EAST OF THE WEST END OF THE BEAM, 1.5 FEET NORTH OF THE
 LH0248'SOUTH EDGE AND 0.55 FOOT SOUTH OF THE NORTH EDGE OF THE BEAM,
 LH0248'1.5 FEET LOWER THAN THE TRACK, AN IRON RIVET WITH A CHISELED
 LH0248'CROSS ON THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1025 ***********************************************************************
 LH1025  DESIGNATION -  ROBB RESET
 LH1025  PID         -  LH1025
 LH1025  STATE/COUNTY-  NE/FURNAS
 LH1025  COUNTRY     -  US
 LH1025  USGS QUAD   -  BEAVER CITY (2017)
 LH1025
 LH1025                         *CURRENT SURVEY CONTROL
 LH1025  ______________________________________________________________________
 LH1025* NAD 83(1995) POSITION- 40 13 09.17205(N) 099 48 15.79733(W)   ADJUSTED
 LH1025* NAVD 88 ORTHO HEIGHT -   723.    (meters)     2372.    (feet) SCALED
 LH1025  ______________________________________________________________________
 LH1025  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 LH1025  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 LH1025  HORZ ORDER      -  SECOND
 LH1025
 LH1025.The horizontal coordinates were established by classical geodetic methods
 LH1025.and adjusted by the National Geodetic Survey in August 1997.
 LH1025
 LH1025.The orthometric height was scaled from a topographic map.
 LH1025
 LH1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1025.GEOID18 height accuracy estimate available here.
 LH1025
 LH1025.Click photographs - Photos may exist for this station.
 LH1025
 LH1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1025
 LH1025. The following values were computed from the NAD 83(1995) position.
 LH1025
 LH1025;                    North         East     Units Scale Factor Converg.
 LH1025;SPC NE       -    42,864.773   516,648.968   MT  0.99990810   +0 07 46.7
 LH1025;SPC NE       -   140,632.18  1,695,039.16   sFT  0.99990810   +0 07 46.7
 LH1025;UTM  14      - 4,452,398.579   431,557.361   MT  0.99965766   -0 31 09.9
 LH1025
 LH1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1025!SPC NE       -   0.99989043  x   0.99990810  =   0.99979854
 LH1025!UTM  14      -   0.99989043  x   0.99965766  =   0.99954813
 LH1025
 LH1025:                Primary Azimuth Mark                     Grid Az
 LH1025:SPC NE       -  ROBB AZ MK RESET                         267 47 55.9
 LH1025:UTM  14      -  ROBB AZ MK RESET                         268 26 52.5
 LH1025
 LH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3155752398(NAD 83)
 LH1025
 LH1025|---------------------------------------------------------------------|
 LH1025| PID    Reference Object                     Distance      Geod. Az  |
 LH1025|                                                           dddmmss.s |
 LH1025| LH1035 EDISON MUNICIPAL TANK               APPROX. 6.7 KM 0215832.2 |
 LH1025| LH1015 OXFORD MUNICIPAL TANK               APPROX.15.1 KM 0752712.5 |
 LH1025| CN9610 ROBB RM 1                            52.070 METERS 11435     |
 LH1025| CN9612 ROBB RM 3                            22.592 METERS 19715     |
 LH1025| CN9611 ROBB RM 2                            48.140 METERS 24529     |
 LH1025| CN9609 ROBB AZ MK RESET                                   2675542.6 |
 LH1025| CN9608 ROBB AZ MK                                         2692719.4 |
 LH1025| LJ0418 HOLBROOK MUNICIPAL TANK             APPROX.19.5 KM 2990309.0 |
 LH1025| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX.12.0 KM 3193804.3 |
 LH1025|---------------------------------------------------------------------|
 LH1025
 LH1025                          SUPERSEDED SURVEY CONTROL
 LH1025
 LH1025  NAD 83(1986)-  40 13 09.17716(N)    099 48 15.80034(W) AD(       ) 2
 LH1025  NAD 27      -  40 13 09.15000(N)    099 48 14.36700(W) AD(       ) 2
 LH1025
 LH1025.Superseded values are not recommended for survey control.
 LH1025
 LH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1025.See file dsdata.pdf to determine how the superseded data were derived.
 LH1025
 LH1025_MARKER: DS = TRIANGULATION STATION DISK
 LH1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1025_STAMPING: ROBB 1935 1951
 LH1025_MARK LOGO: CGS
 LH1025_PROJECTION: RECESSED 30 CENTIMETERS
 LH1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1025+STABILITY: SURFACE MOTION
 LH1025
 LH1025  HISTORY     - Date     Condition        Report By
 LH1025  HISTORY     - 1935     MONUMENTED       CGS
 LH1025  HISTORY     - 1951     GOOD             CGS
 LH1025  HISTORY     - 1957     POOR             USGS
 LH1025
 LH1025                          STATION DESCRIPTION
 LH1025
 LH1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1025'STATION ROBB IS ABOUT 5-1/2 MILES NORTH, 1 MILE EAST OF BEAVER
 LH1025'CITY, IN THE SOUTHEAST QUARTER OF SEC. 16, T. 3 N., R. 22 W.,
 LH1025'ON THE DIVIDE BETWEEN THE REPUBLICAN RIVER AND BEAVER CREEK.
 LH1025'IT IS ON THE NORTH SIDE OF A GRADED EAST-AND-WEST ROAD AND IS
 LH1025'IN THE FRONT YARD OF THE FARM HOME OWNED BY MISS ELIZABETH ROBB.
 LH1025'THE MARK IS 87-1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LH1025'HOUSE, 41 FEET SOUTH OF THE CENTER OF THE ROAD, 14 FEET WEST
 LH1025'OF A NORTH-AND-SOUTH FENCE, AND PROJECTS 6 INCHES.
 LH1025'
 LH1025'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LH1025'STATION, 22 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 LH1025'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LH1025'INCHES.
 LH1025'
 LH1025'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE
 LH1025'STATION, 24 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 LH1025'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LH1025'INCHES.
 LH1025'
 LH1025'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE
 LH1025'STATION, 30 FEET NORTH OF THE CENTER OF THE ROAD, 2-1/2 FEET
 LH1025'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 74 FEET EAST OF A
 LH1025'FENCE CORNER ON THE NORTH SIDE OF THE ROAD.  THE MARK PROJECTS
 LH1025'4 INCHES.
 LH1025'
 LH1025'THE STATION IS REACHED FROM BEAVER CITY BY GOING NORTH FROM
 LH1025'THE WEST SIDE OF THE SQUARE 0.7 MILE, TURN RIGHT AND GO EAST 0.5
 LH1025'MILE, TURN LEFT AND GO NORTH 5.0 MILES, TURN RIGHT AND GO
 LH1025'EAST 0.7 MILE TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 LH1025'
 LH1025'A 20-FOOT TOWER CLEARED ALL LINES.
 LH1025
 LH1025                          STATION RECOVERY (1951)
 LH1025
 LH1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1025'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 LH1025'IN GOOD CONDITION.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK
 LH1025'WERE ESTABLISHED.  A DISCREPANCY WAS FOUND IN THE DISTANCE
 LH1025'AND DIRECTION OF REFERENCE MARK NO. 1, IT IS ASSUMED THAT THE
 LH1025'MARK WAS MOVED WHEN THE ROAD WAS GRADED.  THE STATION MARK WAS
 LH1025'LOWERED 12 INCHES UNDERGROUND.
 LH1025'
 LH1025'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1025'
 LH1025'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF EDISON
 LH1025'AND IN A CULTIVATED FIELD.  IT IS 145.0 FEET SOUTHEAST OF A
 LH1025'WINDMILL, 51.0 FEET EAST OF THE CENTER OF A WIRE GATE IN AN
 LH1025'EAST-WEST FENCE LINE, 42.0 FEET NORTH OF THE CENTER OF AN
 LH1025'EAST-WEST GRADED ROAD AND 11.0 FEET NORTH OF AN EAST-WEST
 LH1025'FENCE LINE AND A WITNESS POST.  IT IS SET 12 INCHES UNDERGROUND
 LH1025'AND STAMPED ROBB 1935 1951.
 LH1025'
 LH1025'REFERENCE MARK NO. 1 IS 28.0 FEET SOUTH OF THE CENTER OF AN
 LH1025'EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LH1025'IT PROJECTS 10 INCHES AND IS STAMPED ROBB NO 1 1935.
 LH1025'
 LH1025'REFERENCE MARK NO. 3 IS 29.0 FEET SOUTH OF THE CENTER OF AN
 LH1025'EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LH1025'IT PROJECTS 2 INCHES AND IS STAMPED ROBB NO 3 1935 1951.
 LH1025'
 LH1025'THE DISTANCE BETWEEN REFERENCE MARKS IS 177.5 FEET.
 LH1025'
 LH1025'THE AZIMUTH MARK IS LOCATED 0.4 MILE WEST OF THE STATION,
 LH1025'0.1 MILE EAST OF A FARM YARD AND ON THE SOUTH RIGHT-OF-WAY OF
 LH1025'AN EAST-WEST GRADED ROAD.  IT IS 33.0 FEET SOUTH OF THE CENTER
 LH1025'OF AN EAST-WEST GRADED ROAD, 6.0 FEET SOUTHEAST OF A WITNESS
 LH1025'POST AND 4.0 FEET SOUTH OF A T FENCE CORNER IN A NORTH-SOUTH
 LH1025'FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED ROBB 1935 RESET
 LH1025'1951.
 LH1025'
 LH1025'TO REACH THE STATION FROM THE DEPOT IN EDISON, GO SOUTH ON THE
 LH1025'MAIN GRAVELED ROAD FOR 4.3 MILES TO A CROSSROAD.  TURN RIGHT,
 LH1025'WEST, ON A GRADED ROAD FOR 1.25 MILES TO A WINDMILL AND THE
 LH1025'STATION ON THE RIGHT AS DESCRIBED.
 LH1025
 LH1025                          STATION RECOVERY (1957)
 LH1025
 LH1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH1025'STATION ONLY PARTLY DESTROYED, THE NE CORNERS IS BROKEN OFF
 LH1025'AND THE TABLET IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2094 ***********************************************************************
 MK2094  DESIGNATION -  ROBBIE
 MK2094  PID         -  MK2094
 MK2094  STATE/COUNTY-  NE/SEWARD
 MK2094  COUNTRY     -  US
 MK2094  USGS QUAD   -  VALPARAISO SW (2017)
 MK2094
 MK2094                         *CURRENT SURVEY CONTROL
 MK2094  ______________________________________________________________________
 MK2094* NAD 83(1995) POSITION- 41 01 01.15749(N) 096 59 20.09656(W)   ADJUSTED
 MK2094* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 MK2094  ______________________________________________________________________
 MK2094  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 MK2094  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 MK2094  HORZ ORDER      -  SECOND
 MK2094
 MK2094.The horizontal coordinates were established by classical geodetic methods
 MK2094.and adjusted by the National Geodetic Survey in August 1997.
 MK2094
 MK2094.The orthometric height was scaled from a topographic map.
 MK2094
 MK2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2094.GEOID18 height accuracy estimate available here.
 MK2094
 MK2094.Click photographs - Photos may exist for this station.
 MK2094
 MK2094.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2094
 MK2094. The following values were computed from the NAD 83(1995) position.
 MK2094
 MK2094;                    North         East     Units Scale Factor Converg.
 MK2094;SPC NE       -   135,825.520   753,144.586   MT  0.99969476   +1 59 43.6
 MK2094;SPC NE       -   445,620.89  2,470,941.86   sFT  0.99969476   +1 59 43.6
 MK2094;UTM  14      - 4,542,590.964   669,096.715   MT  0.99995193   +1 19 12.5
 MK2094
 MK2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2094!SPC NE       -   0.99992936  x   0.99969476  =   0.99962414
 MK2094!UTM  14      -   0.99992936  x   0.99995193  =   0.99988129
 MK2094
 MK2094:                Primary Azimuth Mark                     Grid Az
 MK2094:SPC NE       -  DWIGHT MUNICIPAL TANK                    338 11 11.9
 MK2094:UTM  14      -  DWIGHT MUNICIPAL TANK                    338 51 43.0
 MK2094
 MK2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6909642590(NAD 83)
 MK2094
 MK2094|---------------------------------------------------------------------|
 MK2094| PID    Reference Object                     Distance      Geod. Az  |
 MK2094|                                                           dddmmss.s |
 MK2094| CL8290 ROBBIE RM 2                          20.567 METERS 00124     |
 MK2094| CL8289 ROBBIE RM 1                          15.042 METERS 26955     |
 MK2094| MK1873 DWIGHT MUNICIPAL TANK               APPROX. 7.7 KM 3401055.5 |
 MK2094|---------------------------------------------------------------------|
 MK2094
 MK2094                          SUPERSEDED SURVEY CONTROL
 MK2094
 MK2094  NAD 83(1986)-  41 01 01.16672(N)    096 59 20.09657(W) AD(       ) 2
 MK2094  NAD 27      -  41 01 01.13199(N)    096 59 18.97718(W) AD(       ) 2
 MK2094
 MK2094.Superseded values are not recommended for survey control.
 MK2094
 MK2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2094.See file dsdata.pdf to determine how the superseded data were derived.
 MK2094
 MK2094_MARKER: DD = SURVEY DISK
 MK2094_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2094+WITH SETTING: INFORMATION.
 MK2094_STAMPING: ET ROBBIE 1967
 MK2094_MARK LOGO: USGS
 MK2094_PROJECTION: FLUSH
 MK2094_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2094
 MK2094  HISTORY     - Date     Condition        Report By
 MK2094  HISTORY     - 1967     MONUMENTED       USGS
 MK2094
 MK2094                          STATION DESCRIPTION
 MK2094
 MK2094'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2094'THE STATION IS LOCATED ABOUT 9.0 MI W. OF AGNEW, T. 12 N., R. 4
 MK2094'E., NEAR THE COR. SECS. 8, 9, 16 AND 17, 33 FT S., 456 FT W. OF
 MK2094'CENTER OF CROSSROADS, 2 FT S. OF FENCE LINE AND USGS WITNESS
 MK2094'POST ON TOP OF HIGH BANK.
 MK2094'
 MK2094'TO REACH THE STATION FROM RR. CROSSING AT AGNEW, GO W. ALONG CO.
 MK2094'RD. FOR 9.3 MI TO STATION ON LEFT (S.)
 MK2094'
 MK2094'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2094'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12
 MK2094'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2094'
 MK2094'STATION MARK IS STAMPED ET ROBBIE 1967.
 MK2094'
 MK2094'REFERENCE MARK 1 IS W. OF THE STATION, 33 FT S., 506 FT W. OF
 MK2094'CENTER OF CROSSROAD, 1 FT S. OF FENCE, STAMPED ROBBIE NO 1 1967
 MK2094'
 MK2094'REFERENCE MARK 2 IS N. OF THE STATION, 35 FT N., 456 FT W. OF
 MK2094'CENTER OF CROSSROADS, 3 FT S. OF FENCE STAMPED ROBBIE NO 2 1967.
 MK2094'
 MK2094'AZIMUTH MARK - MWT IN DWIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2099 ***********************************************************************
 MK2099  DESIGNATION -  ROBERT
 MK2099  PID         -  MK2099
 MK2099  STATE/COUNTY-  NE/BUTLER
 MK2099  COUNTRY     -  US
 MK2099  USGS QUAD   -  LOMA (2017)
 MK2099
 MK2099                         *CURRENT SURVEY CONTROL
 MK2099  ______________________________________________________________________
 MK2099* NAD 83(1995) POSITION- 41 08 24.86612(N) 096 58 39.42292(W)   ADJUSTED
 MK2099* NAVD 88 ORTHO HEIGHT -   505.    (meters)     1657.    (feet) SCALED
 MK2099  ______________________________________________________________________
 MK2099  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 MK2099  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 MK2099  HORZ ORDER      -  SECOND
 MK2099
 MK2099.The horizontal coordinates were established by classical geodetic methods
 MK2099.and adjusted by the National Geodetic Survey in August 1997.
 MK2099
 MK2099.The orthometric height was scaled from a topographic map.
 MK2099
 MK2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2099.GEOID18 height accuracy estimate available here.
 MK2099
 MK2099.Click photographs - Photos may exist for this station.
 MK2099
 MK2099.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2099
 MK2099. The following values were computed from the NAD 83(1995) position.
 MK2099
 MK2099;                    North         East     Units Scale Factor Converg.
 MK2099;SPC NE       -   149,533.858   753,615.805   MT  0.99967884   +2 00 10.5
 MK2099;SPC NE       -   490,595.67  2,472,487.85   sFT  0.99967884   +2 00 10.5
 MK2099;UTM  14      - 4,556,296.471   669,729.249   MT  0.99995456   +1 19 51.1
 MK2099
 MK2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2099!SPC NE       -   0.99992493  x   0.99967884  =   0.99960380
 MK2099!UTM  14      -   0.99992493  x   0.99995456  =   0.99987950
 MK2099
 MK2099:                Primary Azimuth Mark                     Grid Az
 MK2099:SPC NE       -  BRAINARD MUNICIPAL TANK                  335 33 06.3
 MK2099:UTM  14      -  BRAINARD MUNICIPAL TANK                  336 13 25.7
 MK2099
 MK2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6972956296(NAD 83)
 MK2099
 MK2099|---------------------------------------------------------------------|
 MK2099| PID    Reference Object                     Distance      Geod. Az  |
 MK2099|                                                           dddmmss.s |
 MK2099| CL7460 ROBERT RM 2                          26.883 METERS 06409     |
 MK2099| CL7459 ROBERT RM 1                          21.113 METERS 31654     |
 MK2099| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 5.3 KM 3373316.8 |
 MK2099|---------------------------------------------------------------------|
 MK2099
 MK2099                          SUPERSEDED SURVEY CONTROL
 MK2099
 MK2099  NAD 83(1986)-  41 08 24.87538(N)    096 58 39.42332(W) AD(       ) 2
 MK2099  NAD 27      -  41 08 24.84050(N)    096 58 38.30870(W) AD(       ) 2
 MK2099
 MK2099.Superseded values are not recommended for survey control.
 MK2099
 MK2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2099.See file dsdata.pdf to determine how the superseded data were derived.
 MK2099
 MK2099_MARKER: DD = SURVEY DISK
 MK2099_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2099+WITH SETTING: INFORMATION.
 MK2099_STAMPING: ROBERT ET 1967
 MK2099_MARK LOGO: USGS
 MK2099_PROJECTION: FLUSH
 MK2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2099
 MK2099  HISTORY     - Date     Condition        Report By
 MK2099  HISTORY     - 1967     MONUMENTED       USGS
 MK2099
 MK2099                          STATION DESCRIPTION
 MK2099
 MK2099'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2099'THE STATION IS LOCATED APPROX. 3.0 MI S. AND 1.5 MI E. OF
 MK2099'BRAINERD, T. 14 N., R. 4 E., NEAR THE CENTER OF SEC. 33, 11 FT NE.
 MK2099'OF FENCE, 39 FT SW. OF RR., 53 FT S. OF RR. AND FIELD RD. CROSSING,
 MK2099'11 FT NE. OF USGS WITNESS POST.
 MK2099'
 MK2099'TO REACH THE STATION FROM THE WATER TANK IN BRAINERD, GO W. 0.1
 MK2099'MI TO COUNTY RD. 392, TURN LEFT (S.) AND GO 4.5 MI TO CROSSROADS,
 MK2099'TURN LEFT (E.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (N.) AND GO
 MK2099'1.0 MI TO T-RD. S., TURN RIGHT (E.) AND GO 0.9 MI TO A FIELD RD.
 MK2099'ON LEFT, TURN SHARP LEFT (NW.) AND GO ALONG FIELD RD. FOR 0.3 MI,
 MK2099'BEAR RIGHT ONTO RR. RIGHT-OF-WAY AND CONTINUE ALONG RR.
 MK2099'RIGHT-OF-WAY FOR 0.4 MI TO STATION.
 MK2099'
 MK2099'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLETS CRIMPED ON 0.5
 MK2099'IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG FILLED
 MK2099'WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2099'
 MK2099'THE STATION MARK IS STAMPED ET ROBERT 1967.
 MK2099'
 MK2099'REFERENCE MARK 1 IS NW. OF THE STATION, 3 FT S., 3 FT E. OF FENCE
 MK2099'CORNER, 61 FT W. OF CENTER OF RR. AND FIELD RD. CROSSING, STAMPED
 MK2099'ROBERT NO 1 1967.
 MK2099'
 MK2099'REFERENCE MARK 2 IS E. OF STATION, 66 FT E. OF CENTER OF RR. AT
 MK2099'FIELD RD. CROSSING, STAMPED ROBERT NO. 2 1967.
 MK2099'
 MK2099'AZIMUTH MARK WT IN VILLAGE OF BRAINERD, APPROX. 3.5 MI NNW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0427 ***********************************************************************
 NO0427  DESIGNATION -  ROBINSON
 NO0427  PID         -  NO0427
 NO0427  STATE/COUNTY-  NE/CHERRY
 NO0427  COUNTRY     -  US
 NO0427  USGS QUAD   -  ROSE VALLEY (2017)
 NO0427
 NO0427                         *CURRENT SURVEY CONTROL
 NO0427  ______________________________________________________________________
 NO0427* NAD 83(1995) POSITION- 42 10 46.85452(N) 100 50 56.66008(W)   ADJUSTED
 NO0427* NAVD 88 ORTHO HEIGHT -  1036.78  (+/-2cm)     3401.5   (feet) VERTCON
 NO0427  ______________________________________________________________________
 NO0427  GEOID HEIGHT    -        -21.013 (meters)                     GEOID18
 NO0427  LAPLACE CORR    -         -6.04  (seconds)                    DEFLEC18
 NO0427  HORZ ORDER      -  FIRST
 NO0427  VERT ORDER      -  THIRD ? (See Below)
 NO0427
 NO0427.The horizontal coordinates were established by classical geodetic methods
 NO0427.and adjusted by the National Geodetic Survey in August 1997.
 NO0427
 NO0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0427
 NO0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0427.GEOID18 height accuracy estimate available here.
 NO0427
 NO0427.The vertical order pertains to the NGVD 29 superseded value.
 NO0427
 NO0427.Click photographs - Photos may exist for this station.
 NO0427
 NO0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0427
 NO0427. The following values were computed from the NAD 83(1995) position.
 NO0427
 NO0427;                    North         East     Units Scale Factor Converg.
 NO0427;SPC NE       -   260,854.734   429,872.194   MT  0.99972771   -0 33 45.6
 NO0427;SPC NE       -   855,820.91  1,410,339.02   sFT  0.99972771   -0 33 45.6
 NO0427;UTM  14      - 4,671,381.252   347,293.142   MT  0.99988694   -1 14 30.5
 NO0427
 NO0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0427!SPC NE       -   0.99984071  x   0.99972771  =   0.99956847
 NO0427!UTM  14      -   0.99984071  x   0.99988694  =   0.99972767
 NO0427
 NO0427:                Primary Azimuth Mark                     Grid Az
 NO0427:SPC NE       -  ROBINSON RM 1 AZIMUTH                    007 49 06.5
 NO0427:UTM  14      -  ROBINSON RM 1 AZIMUTH                    008 29 51.4
 NO0427
 NO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4729371381(NAD 83)
 NO0427
 NO0427|---------------------------------------------------------------------|
 NO0427| PID    Reference Object                     Distance      Geod. Az  |
 NO0427|                                                           dddmmss.s |
 NO0427| CO3608 ROBINSON RM 1 AZIMUTH                              0071520.9 |
 NO0427| CO3609 ROBINSON RM 2                        30.928 METERS 15921     |
 NO0427| CO3610 ROBINSON RM 3                        33.821 METERS 33709     |
 NO0427|---------------------------------------------------------------------|
 NO0427
 NO0427                          SUPERSEDED SURVEY CONTROL
 NO0427
 NO0427  NAD 83(1986)-  42 10 46.85420(N)    100 50 56.66569(W) AD(       ) 1
 NO0427  NAD 27      -  42 10 46.85900(N)    100 50 55.13000(W) AD(       ) 1
 NO0427  NGVD 29            1036.45   (m)         3400.4    (f) LEVELING    3  
 NO0427
 NO0427.Superseded values are not recommended for survey control.
 NO0427
 NO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0427.See file dsdata.pdf to determine how the superseded data were derived.
 NO0427
 NO0427_MARKER: DS = TRIANGULATION STATION DISK
 NO0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0427_STAMPING: ROBINSON 1933
 NO0427_MARK LOGO: CGS
 NO0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0427+STABILITY: SURFACE MOTION
 NO0427
 NO0427  HISTORY     - Date     Condition        Report By
 NO0427  HISTORY     - 1933     MONUMENTED       CGS
 NO0427  HISTORY     - 1949     GOOD             CGS
 NO0427
 NO0427                          STATION DESCRIPTION
 NO0427
 NO0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0427'ABOUT 9 MILES DUE NORTH OF SENECA IN SOUTHEAST QUARTER OF
 NO0427'SEC. 31, T. 26 N., R. 30 W., ON A HIGH PROMINENT HILL KNOWN
 NO0427'LOCALLY AS GEANT HILL ON PROPERTY OWNED BY A MR. ROBINSON
 NO0427'WHO LIVES AT NORTH BASE OF HILL.
 NO0427'
 NO0427'REACHED FROM SENECA BY FOLLOWING STATE HIGHWAY 2 EAST FROM
 NO0427'MAIN CORNER 0.5 MILE TO ROAD LEADING NORTH, ACROSS RAILROAD
 NO0427'AND RIVER BRIDGE.  FOLLOW THIS ROAD NORTH 9.2 MILES TO A ROAD
 NO0427'LEADING WEST IN SOUTH EDGE OF A VALLEY.  FOLLOW TRAIL WEST
 NO0427'2.1 MILES TO THE ROBINSON HOUSE.  FROM HERE WORK WAY OVER
 NO0427'SANDY RIDGES, SOUTH AND SOUTHWEST ABOUT 1.0 MILE TO STATION.
 NO0427'
 NO0427'STATION IS NEAR MIDDLE OF RIDGE FORMING SUMMIT OF HILL, ABOUT
 NO0427'300 PACES SOUTH OF MID-SECTION-LINE FENCE AND 84 PACES WEST OF
 NO0427'FENCE BETWEEN SECTIONS 31 AND 32.
 NO0427'
 NO0427'REFERENCE MARK NO. 1 (AZIMUTH) IS ABOUT 200 YARDS NORTH BY
 NO0427'WEST OF SECTION CORNER MARK OF SECTIONS 31 AND 32, ON FIRST
 NO0427'PROMINENT SAND KNOLL.
 NO0427'
 NO0427'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION AND ON SAME
 NO0427'RIDGE.  REFERENCE MARK NO. 3 IS NORTH BY NORTHWEST OF STATION
 NO0427'ON SAME HILL AS STATION, WHICH RUNS NORTHWEST AND SOUTHEAST.
 NO0427'
 NO0427'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE SET
 NO0427'AS DESCRIBED.
 NO0427'
 NO0427'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.06 METERS.
 NO0427
 NO0427                          STATION RECOVERY (1949)
 NO0427
 NO0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0427'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 NO0427'REFERENCE MARK NO. 3 WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0427'
 NO0427'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NO0427'
 NO0427'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF SENECA ON
 NO0427'LAND OWNED BY MR. JIM MILLER WHO LIVES ABOUT 1.75 MILES
 NO0427'EAST-NORTHEAST OF THE STATION.  IT IS ON THE HIGHEST POINT OF
 NO0427'LONG RIDGE ABOUT HALF-WAY ACROSS THE RIDGE AND 250 FEET WEST
 NO0427'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED ROBINSON 1933
 NO0427'AND PROJECTS 15 INCHES.  NOTES 1A AND 7A.
 NO0427'
 NO0427'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND
 NO0427'ON THE SAME RIDGE AS THE STATION.  IT IS A STANDARD DISK
 NO0427'CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE.  IT IS STAMPED
 NO0427'ROBINSON NO 2 1933 AND PROJECTS 4 INCHES.
 NO0427'
 NO0427'REFERENCE MARK NO. 3 IS NORTH-NORTHWEST OF THE STATION, NEAR
 NO0427'THE NORTH END OF THE RIDGE THE STATION IS LOCATED ON.  IT IS A
 NO0427'STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE.
 NO0427'IT IS STAMPED ROBINSON NO 3 1933 AND PROJECTS 4 INCHES.
 NO0427'
 NO0427'REFERENCE MARK NO 1 WAS USED AS THE AZIMUTH MARK AND IS
 NO0427'NORTH-NORTHEAST OF THE STATION ON THE HIGHEST POINT OF SMALL
 NO0427'SAND HILL AND ABOUT 0.2 MILE WEST OF FENCE LINE.  IT IS A
 NO0427'STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE.
 NO0427'IT IS STAMPED ROBINSON NO 1 1933 AND PROJECTS 8 INCHES.
 NO0427'
 NO0427'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG
 NO0427'FENCE LINE TO CURVE IN THE FENCE LINE AND MARK IS ABOUT 0.2
 NO0427'MILE WEST AS DESCRIBED.
 NO0427'
 NO0427'TO REACH THE STATION FROM THE RAILROAD STATION IN SENECA, GO
 NO0427'EAST ON THE SOUTH SIDE OF TRACKS FOR 0.35 MILE TO T-ROAD
 NO0427'NORTH, TURN LEFT AND GO NORTH ACROSS TRACKS AND BRIDGE FOR
 NO0427'5.5 MILES TO SCHOOL ON THE RIGHT, CONTINUE NORTH ON MAIN
 NO0427'ROAD FOR 4.9 MILES TO FARM ROAD LEFT ALONG THE SOUTH SIDE
 NO0427'OF FENCED IN TREES, TURN LEFT AND GO WEST FOR 0.5 MILE TO FORKS
 NO0427'JUST SOUTH OF MR. MILLERS HOUSE, TURN SHARP LEFT AND GO
 NO0427'0.1 MILE TO FORKS, KEEP RIGHT FORK AND GO 0.05 MILE TO GATE IN
 NO0427'EAST-WEST FENCE LINE, GO THROUGH GATE AND CONTINUE ON TRACK
 NO0427'ROAD FOR 0.05 MILE TO DIM ROAD LEFT, TURN LEFT AND GO
 NO0427'WEST-SOUTHWEST FOR 0.45 MILE TO GATE IN NORTH-SOUTH FENCE
 NO0427'LINE JUST EAST OF OLD WINDMILL AND TANK, GO THROUGH GATE AND
 NO0427'CONTINUE ON TRACK ROAD FOR 0.2 MILE TO GATE, GO THROUGH
 NO0427'GATE AND TURN LEFT ON TRACK ROAD GO 0.35 MILE TO WINDMILL,
 NO0427'PASS TO THE RIGHT OF WINDMILL AND GO 0.1 MILE ON TRACK
 NO0427'ROAD, TURN RIGHT AND GO WESTERLY UP HILL FOR 0.65 MILE TO
 NO0427'NORTH-SOUTH FENCE LINE AND THE END OF TRUCK TRAVEL, THE
 NO0427'STATION IS ABOUT 250 FEET WEST OF FENCE AS DESCRIBED.
 NO0427'
 NO0427'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NO0427'
 NO0427'A 74 FOOT SIGNAL AT STATION HANNA IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION BIG CREEK 1933 IS VISIBLE AT 4
 NO0427'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0756 ***********************************************************************
 NN0756  DESIGNATION -  ROCK
 NN0756  PID         -  NN0756
 NN0756  STATE/COUNTY-  NE/ROCK
 NN0756  COUNTRY     -  US
 NN0756  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0756
 NN0756                         *CURRENT SURVEY CONTROL
 NN0756  ______________________________________________________________________
 NN0756* NAD 83(1995) POSITION- 42 14 51.10001(N) 099 28 05.65532(W)   ADJUSTED
 NN0756* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 NN0756  ______________________________________________________________________
 NN0756  GEOID HEIGHT    -        -22.797 (meters)                     GEOID18
 NN0756  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 NN0756  HORZ ORDER      -  SECOND
 NN0756
 NN0756.The horizontal coordinates were established by classical geodetic methods
 NN0756.and adjusted by the National Geodetic Survey in August 1997.
 NN0756
 NN0756.The orthometric height was scaled from a topographic map.
 NN0756
 NN0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0756.GEOID18 height accuracy estimate available here.
 NN0756
 NN0756.Click photographs - Photos may exist for this station.
 NN0756
 NN0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0756
 NN0756. The following values were computed from the NAD 83(1995) position.
 NN0756
 NN0756;                    North         East     Units Scale Factor Converg.
 NN0756;SPC NE       -   268,179.466   543,874.183   MT  0.99974236   +0 21 08.6
 NN0756;SPC NE       -   879,852.13  1,784,360.55   sFT  0.99974236   +0 21 08.6
 NN0756;UTM  14      - 4,677,365.667   461,372.282   MT  0.99961836   -0 18 53.3
 NN0756
 NN0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0756!SPC NE       -   0.99987683  x   0.99974236  =   0.99961922
 NN0756!UTM  14      -   0.99987683  x   0.99961836  =   0.99949523
 NN0756
 NN0756:                Primary Azimuth Mark                     Grid Az
 NN0756:SPC NE       -  ROCK AZ MK                               028 22 30.0
 NN0756:UTM  14      -  ROCK AZ MK                               029 02 31.9
 NN0756
 NN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6137277365(NAD 83)
 NN0756
 NN0756|---------------------------------------------------------------------|
 NN0756| PID    Reference Object                     Distance      Geod. Az  |
 NN0756|                                                           dddmmss.s |
 NN0756| CO3614 ROCK AZ MK                                         0284338.6 |
 NN0756| CO3615 ROCK RM 1                            12.067 METERS 24203     |
 NN0756| CO3616 ROCK RM 2                            16.471 METERS 32036     |
 NN0756|---------------------------------------------------------------------|
 NN0756
 NN0756                          SUPERSEDED SURVEY CONTROL
 NN0756
 NN0756  NAD 83(1986)-  42 14 51.10553(N)    099 28 05.66751(W) AD(       ) 2
 NN0756  NAD 27      -  42 14 51.10100(N)    099 28 04.25500(W) AD(       ) 2
 NN0756
 NN0756.Superseded values are not recommended for survey control.
 NN0756
 NN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0756.See file dsdata.pdf to determine how the superseded data were derived.
 NN0756
 NN0756_MARKER: DS = TRIANGULATION STATION DISK
 NN0756_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0756_STAMPING: ROCKC 1949
 NN0756_MARK LOGO: CGS
 NN0756_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0756
 NN0756  HISTORY     - Date     Condition        Report By
 NN0756  HISTORY     - 1949     MONUMENTED       CGS
 NN0756
 NN0756                          STATION DESCRIPTION
 NN0756
 NN0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0756'THE STATION IS LOCATED ABOUT 24.0 MILES SOUTH OF BASSETT
 NN0756'AND 6.75 MILES NORTH OF THE ROSE POST OFFICE ON THE SUMMIT
 NN0756'OF HILL WHERE HIGHWAY BEARS TO THE EAST AROUND THE HILL.  IT IS
 NN0756'ON THE HIGHEST POINT OF THE HILL, 36 FEET EAST OF FENCE CORNER
 NN0756'AND 42 FEET EAST-NORTHEAST OF WITNESS POST.  IT IS A STANDARD
 NN0756'STATION DISK SET IN THE TOP OF A 4 INCH IRON PIPE PROJECTING
 NN0756'11 INCHES.  IT IS STAMPED ROCK 1949.
 NN0756'
 NN0756'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 3 FEET
 NN0756'NORTH OF WITNESS POST, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE
 NN0756'AND 1 FOOT NORTH OF TRIANGULAR BLAZED FENCE POST.  IT IS STAMPED
 NN0756'ROCK NO 1 1949 AND PROJECTS 4 INCHES.
 NN0756'
 NN0756'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT EAST
 NN0756'OF FENCE LINE AND ON THE NORTHWEST SLOPE OF THE HILL.  IT IS
 NN0756'STAMPED ROCK NO 2 1949 AND PROJECTS 3 INCHES.
 NN0756'
 NN0756'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 33 FEET
 NN0756'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 183, 4 FEET SOUTHEAST
 NN0756'OF WITNESS POST AND 1 FOOT SOUTHWEST OF FENCE LINE.  IT IS
 NN0756'STAMPED ROCK 1949 AND PROJECTS 4 INCHES.
 NN0756'
 NN0756'TO REACH THE STATION FROM THE ROSE POST OFFICE, GO NORTH ON
 NN0756'U.S. HIGHWAY 183 FOR 2.2 MILES TO THE MIDWAY STORE ON THE RIGHT,
 NN0756'CONTINUE NORTH ON U.S. HIGHWAY 183 FOR 1.4 MILES TO CROSSROADS,
 NN0756'CONTINUE NORTH ON U.S. HIGHWAY 183 FOR 3.15 MILES TO FENCE
 NN0756'CORNERS ON THE RIGHT AND LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 NN0756'183 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NN0756'TURN SHARP LEFT OFF THE HIGHWAY AND GO SOUTHWEST ACROSS MEADOW
 NN0756'TO TOP OF HILL AND STATION AS DESCRIBED.
 NN0756'
 NN0756'A 4 FOOT SIGNAL AT ROSE HILL IS VISIBLE AT 4 FEET.
 NN0756'
 NN0756'A 74 FOOT SIGNAL AT DUFF 1934 IS VISIBLE AT 4 FEET.
 NN0756'
 NN0756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1027 ***********************************************************************
 LH1027  DESIGNATION -  ROCKTON
 LH1027  PID         -  LH1027
 LH1027  STATE/COUNTY-  NE/FURNAS
 LH1027  COUNTRY     -  US
 LH1027  USGS QUAD   -  BEAVER CITY SW (2017)
 LH1027
 LH1027                         *CURRENT SURVEY CONTROL
 LH1027  ______________________________________________________________________
 LH1027* NAD 83(1995) POSITION- 40 03 49.28644(N) 099 59 13.67492(W)   ADJUSTED
 LH1027* NAVD 88 ORTHO HEIGHT -   734.    (meters)     2408.    (feet) SCALED
 LH1027  ______________________________________________________________________
 LH1027  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 LH1027  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH1027  HORZ ORDER      -  FIRST
 LH1027
 LH1027.The horizontal coordinates were established by classical geodetic methods
 LH1027.and adjusted by the National Geodetic Survey in August 1997.
 LH1027
 LH1027.The orthometric height was scaled from a topographic map.
 LH1027
 LH1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1027.GEOID18 height accuracy estimate available here.
 LH1027
 LH1027.Click photographs - Photos may exist for this station.
 LH1027
 LH1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1027
 LH1027. The following values were computed from the NAD 83(1995) position.
 LH1027
 LH1027;                    North         East     Units Scale Factor Converg.
 LH1027;SPC NE       -    25,578.119   501,097.802   MT  0.99997183   +0 00 30.7
 LH1027;SPC NE       -    83,917.55  1,644,018.37   sFT  0.99997183   +0 00 30.7
 LH1027;UTM  14      - 4,435,293.084   415,816.330   MT  0.99968724   -0 38 07.4
 LH1027
 LH1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1027!SPC NE       -   0.99988867  x   0.99997183  =   0.99986051
 LH1027!UTM  14      -   0.99988867  x   0.99968724  =   0.99957595
 LH1027
 LH1027:                Primary Azimuth Mark                     Grid Az
 LH1027:SPC NE       -  ROCKTON AZ MK                            179 25 47.6
 LH1027:UTM  14      -  ROCKTON AZ MK                            180 04 25.7
 LH1027
 LH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1581635293(NAD 83)
 LH1027
 LH1027|---------------------------------------------------------------------|
 LH1027| PID    Reference Object                     Distance      Geod. Az  |
 LH1027|                                                           dddmmss.s |
 LH1027| CN9616 ROCKTON AZ MK                                      1792618.3 |
 LH1027| LH1029 TT 134                              171.211 METERS 18515     |
 LH1027| CN9617 ROCKTON RM 1                         43.250 METERS 20458     |
 LH1027| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.30.5 KM 2142938.8 |
 LH1027| KH0722 NORCATUR MUNICIPAL TANK             APPROX.30.4 KM 2145637.2 |
 LH1027| CN9618 ROCKTON RM 2                         35.831 METERS 32655     |
 LH1027|---------------------------------------------------------------------|
 LH1027
 LH1027                          SUPERSEDED SURVEY CONTROL
 LH1027
 LH1027  NAD 83(1986)-  40 03 49.29128(N)    099 59 13.67830(W) AD(       ) 1
 LH1027  NAD 27      -  40 03 49.27000(N)    099 59 12.21900(W) AD(       ) 1
 LH1027
 LH1027.Superseded values are not recommended for survey control.
 LH1027
 LH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1027.See file dsdata.pdf to determine how the superseded data were derived.
 LH1027
 LH1027_MARKER: DS = TRIANGULATION STATION DISK
 LH1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1027_STAMPING: ROCKTON 1934
 LH1027_MARK LOGO: CGS
 LH1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1027+STABILITY: SURFACE MOTION
 LH1027
 LH1027  HISTORY     - Date     Condition        Report By
 LH1027  HISTORY     - 1934     MONUMENTED       CGS
 LH1027  HISTORY     - 1935     GOOD             CGS
 LH1027  HISTORY     - 1950     GOOD             CGS
 LH1027  HISTORY     - 1962     GOOD             CGS
 LH1027
 LH1027                          STATION DESCRIPTION
 LH1027
 LH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1027'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 12, T. 1 N., R. 24 W.,
 LH1027'4-3/4 MILES SOUTH AND 1 MILE WEST OF HENDLEY, AND 6-1/2 MILES WEST
 LH1027'AND 3-1/4 MILES SOUTH OF WILSONVILLE, ON THE LAND OF MR. HENRY
 LH1027'BRAKHAHN.  STATION IS IN THE FENCE LINE WHICH IS 40 FEET EAST OF
 LH1027'CENTERLINE OF NORTH-SOUTH SECTION-LINE ROAD AND 0.4 MILE SOUTH OF
 LH1027'THE HOUSE OF MR. BEN KNAPPERT, AND PROJECTS 8 INCHES ABOVE
 LH1027'GROUND.
 LH1027'
 LH1027'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 21 AND
 LH1027'THE KANSAS-NEBRASKA STATE LINE BY GOING NORTH ON STATE HIGHWAY 21
 LH1027'FOR 1.0 MILE TO CROSS ROAD.  TURN LEFT AND GO 4.2 MILES WEST, TURN
 LH1027'RIGHT AND GO 3.0 MILES NORTH, TURN LEFT AND GO 1.0 MILE WEST,
 LH1027'TURN RIGHT AND GO 0.2 MILE NORTH TO STATION ON RIGHT (EAST).
 LH1027'
 LH1027'REFERENCE MARK NO. 1 IS 141.90 FEET (43.255 METERS) NORTHWEST OF
 LH1027'STATION, IN FENCE LINE WHICH IS 24 FEET WEST OF CENTERLINE OF ROAD,
 LH1027'AND 12 FEET NORTH OF A TELEPHONE POLE.
 LH1027'
 LH1027'REFERENCE MARK NO. 2 IS 117.55 FEET (35.830 METERS) SOUTHWEST OF
 LH1027'STATION, IN FENCE LINE WHICH IS 24 FEET WEST OF CENTERLINE OF ROAD.
 LH1027'
 LH1027'AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION, IN FENCE LINE WHICH IS
 LH1027'35 FEET WEST OF CENTERLINE OF ROAD, AND 0.5 MILE SOUTH OF CROSS
 LH1027'ROAD.  TO REACH FROM STATION, GO SOUTH FOR 0.7 MILE TO TOP OF GRADE
 LH1027'AND MARK ON RIGHT.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 LH1027'
 LH1027'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1027
 LH1027                          STATION RECOVERY (1935)
 LH1027
 LH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1027'STATION ROCKTON WAS RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LH1027'STATION IS 0.5 MILE WEST AND 4.5 MILES SOUTH OF HENDLEY, 0.4 MILE
 LH1027'SOUTH OF THE BEN KNAPPERT FARMHOUSE, 40 FEET EAST OF CENTER OF
 LH1027'GRADED ROAD, IN FENCE LINE, 0.2 MILE NORTH OF SECTION-LINE ROAD,
 LH1027'AND 0.8 MILE SOUTH OF WIDE WELL-GRADED EAST-WEST COUNTY ROAD.
 LH1027'STATION PROJECTS 6 INCHES.
 LH1027'
 LH1027'REFERENCE MARK NO. 1  PROJECTS 6
 LH1027'INCHES, 25 FEET WEST OF CENTER OF ROAD, 1/2 FOOT WEST OF FENCE, AND
 LH1027'IS SOUTH-SOUTHWEST OF STATION.
 LH1027'
 LH1027'REFERENCE MARK NO. 2 IS MARKED ACCORDING TO NOTE 11B, PROJECTS
 LH1027'6 INCHES, 25 FEET WEST OF CENTER OF ROAD, 1/2 FOOT WEST OF FENCE,
 LH1027'AND IS NORTH-NORTHWEST OF STATION.
 LH1027'
 LH1027'AZIMUTH MARK  PROJECTS 5 INCHES, IS
 LH1027'IN FENCE LINE, 35 FEET WEST OF CENTER OF ROAD, AND IS SOUTH OF
 LH1027'STATION.
 LH1027'
 LH1027'ALL REFERENCE MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 LH1027'
 LH1027'ONLY THE REFERENCE MARKS ARE VISIBLE FROM GROUND.
 LH1027'
 LH1027'A 50-FOOT TOWER WAS USED.
 LH1027'
 LH1027'STATION IS REACHED FROM HENDLEY BY DRIVING EAST FROM HENDLEY GARAGE
 LH1027'4 BLOCKS, TURN RIGHT (SOUTH) ON GRADED ROAD FOR 4.0 MILES, TURN
 LH1027'RIGHT (WEST) 1.0 MILE, TURN LEFT (SOUTH) 0.8 MILE TO STATION.
 LH1027
 LH1027                          STATION RECOVERY (1950)
 LH1027
 LH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1027'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED AND
 LH1027'ARE IN EXCELLENT CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1027'NO. 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  A DISCREPANCY
 LH1027'WAS FOUND IN THE DIRECTIONS OF REFERENCE MARK NO. 1 AND REFERENCE
 LH1027'MARK NO. 2 AND IT IS ASSUMED THAT THE 1950 DIRECTIONS ARE
 LH1027'CORRECT.
 LH1027'
 LH1027'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1027'
 LH1027'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE WEST
 LH1027'OF HENDLEY ALONG A NORTH-SOUTH ROAD RIGHT-OF-WAY.  IT IS ABOUT 0.25
 LH1027'MILE NORTH OF A CROSSROAD, 25.0 FEET EAST OF THE CENTER OF A
 LH1027'GRADED ROAD, 8.0 FEET WEST-SOUTHWEST OF A POWERLINE POLE, 5.5 FEET
 LH1027'WEST OF A FENCE AND 1.5 FEET WEST OF A WITNESS POST.  IT PROJECTS
 LH1027'5 INCHES AND IS STAMPED ROCKTON 1934.
 LH1027'
 LH1027'REFERENCE MARK NO. 1 IS LOCATED DIRECTLY UNDER A TELEPHONE LINE AND
 LH1027'FENCE, 38.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND ABOUT 2.5
 LH1027'FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 4 INCHES AND
 LH1027'IS STAMPED ROCKTON NO 1 1934.
 LH1027'
 LH1027'REFERENCE MARK NO. 2 IS LOCATED DIRECTLY UNDER A TELEPHONE LINE AND
 LH1027'FENCE, 38.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND ABOUT 2.5
 LH1027'FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3 INCHES AND
 LH1027'IS STAMPED ROCKTON NO 2 1934.
 LH1027'
 LH1027'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1027'IS 227.16 FEET.
 LH1027'
 LH1027'THE AZIMUTH MARK IS 28.0 FEET WEST OF THE CENTER OF A TRACK
 LH1027'ROAD, 1.0 FOOT NORTH OF A WITNESS POST AND 1.0 FOOT EAST
 LH1027'OF A FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED ROCKTON
 LH1027'AZI 1934.
 LH1027'
 LH1027'TT 134 (USGS) IS LOCATED ABOUT 0.1 MILE SOUTH OF THE STATION, 120.0
 LH1027'FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 36.0 FEET WEST OF THE
 LH1027'CENTER OF A GRADED ROAD AND 8.0 FEET NORTH OF A TELEPHONE POLE.  IT
 LH1027'IS A STANDARD U.S.G.S. DISK SET IN A 6 INCH BY 6 INCH CONCRETE
 LH1027'POST PROJECTING 6 INCHES AND IS STAMPED TT 134 EV 1949.
 LH1027'
 LH1027'TO REACH THE STATION FROM THE POST OFFICE IN HENDLEY, GO WEST ON A
 LH1027'GRADED STREET FOR 0.15 MILE TO STATE ROUTE NO. 89, TURN LEFT AND GO
 LH1027'SOUTH AND WEST ON STATE ROUTE NO. 89 FOR 0.85 MILE TO A CROSSROAD,
 LH1027'HERE TURN LEFT AND GO SOUTH FOR 3.5 MILES TO A CROSSROAD, CONTINUE
 LH1027'STRAIGHT AHEAD ON A GRADED ROAD FOR 0.75 MILE TO THE TOP OF THE
 LH1027'HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1027'
 LH1027'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRADED ROAD
 LH1027'FOR 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE
 LH1027'TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE RIGHT AS
 LH1027'DESCRIBED.
 LH1027
 LH1027                          STATION RECOVERY (1962)
 LH1027
 LH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 LH1027'THE STATION AND ALL MARKS WERE RECOVERED.  BOTH REFERENCE MARKS AND
 LH1027'THE AZIMUTH MARK WERE IN GOOD CONDITION.  THE STATION MARK HAD BEEN
 LH1027'DISTURBED BY ROAD EQUIPMENT.  THE WEST HALF OF THE MONUMENT WAS
 LH1027'EXPOSED AND WAS IN DANGER OF FALLING TO THE WESTWARD.  THE
 LH1027'POSITION OF THE SURFACE MARK WAS FOUND TO BE 0.015 METERS TO THE
 LH1027'WEST OF THE POSITION OF THE UNDERGROUND MARK.  THE POSITION OF THE
 LH1027'UNDERGROUND MARK WAS HELD AND THE TWO MARKS WERE LOWERED 2.1
 LH1027'FEET.
 LH1027'
 LH1027'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE WEST OF
 LH1027'HENDLEY, ALONG A NORTH-SOUTH ROAD RIGHT-OF-WAY.  IT IS IN THE SW
 LH1027'1/4 OF SEC. 12, T. 1 N., R. 24 W.
 LH1027'
 LH1027'TO REACH THE STATION FROM THE POST OFFICE IN HENDLEY, GO SOUTH FOR
 LH1027'0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY NO. 89.  TURN RIGHT
 LH1027'AND GO WEST ON STATE HIGHWAY NO. 89 FOR 0.75 MILE TO A CROSSROADS.
 LH1027'TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 3.2 MILES TO A
 LH1027'CROSSROADS.  CONTINUE SOUTH ON A GRADED ROAD FOR 0.6 MILE TO THE
 LH1027'TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE RIGHT.
 LH1027'
 LH1027'THE STATION MARK, A STANDARD DISK, STAMPED ROCKTON 1934, IS SET IN
 LH1027'CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 LH1027'8 INCHES.  IT IS 25 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 LH1027'GRADED ROAD, 8 FEET SOUTHWEST OF A POWERLINE POLE, AND 4 FEET
 LH1027'NORTH OF A POST.
 LH1027'
 LH1027'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED ROCKTON NO 1 1934, IS
 LH1027'SET IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 LH1027'WHICH IS FLUSH WITH THE GROUND.  IT IS 38 FEET WEST OF THE
 LH1027'CENTERLINE OF A NORTH-SOUTH FENCE.
 LH1027'
 LH1027'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROCKTON NO 2 1934, IS
 LH1027'SET IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 LH1027'WHICH PROJECTS 1 INCH.  IT IS 38 FEET WEST OF THE CENTERLINE OF A
 LH1027'NORTH-SOUTH GRADED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 LH1027'
 LH1027'AZIMUTH MARK, A STANDARD DISK, STAMPED ROCKTON AZI 1934, IS SET IN
 LH1027'CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST WHICH IS
 LH1027'FLUSH WITH THE GROUND.  IT IS 28 FEET WEST OF THE CENTERLINE OF A
 LH1027'NORTH-SOUTH GRADED ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1 FOOT
 LH1027'EAST OF A NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0586 ***********************************************************************
 MN0586  DESIGNATION -  ROCKY
 MN0586  PID         -  MN0586
 MN0586  STATE/COUNTY-  NE/BANNER
 MN0586  COUNTRY     -  US
 MN0586  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0586
 MN0586                         *CURRENT SURVEY CONTROL
 MN0586  ______________________________________________________________________
 MN0586* NAD 83(1995) POSITION- 41 24 53.78482(N) 103 39 32.58339(W)   ADJUSTED
 MN0586* NAVD 88 ORTHO HEIGHT -  1464.    (meters)     4803.    (feet) SCALED
 MN0586  ______________________________________________________________________
 MN0586  GEOID HEIGHT    -        -18.852 (meters)                     GEOID18
 MN0586  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 MN0586  HORZ ORDER      -  SECOND
 MN0586
 MN0586.The horizontal coordinates were established by classical geodetic methods
 MN0586.and adjusted by the National Geodetic Survey in August 1997.
 MN0586
 MN0586.The orthometric height was scaled from a topographic map.
 MN0586
 MN0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0586.GEOID18 height accuracy estimate available here.
 MN0586
 MN0586.Click photographs - Photos may exist for this station.
 MN0586
 MN0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0586
 MN0586. The following values were computed from the NAD 83(1995) position.
 MN0586
 MN0586;                    North         East     Units Scale Factor Converg.
 MN0586;SPC NE       -   182,068.547   194,279.177   MT  0.99965985   -2 25 29.4
 MN0586;SPC NE       -   597,336.56    637,397.60   sFT  0.99965985   -2 25 29.4
 MN0586;UTM  13      - 4,585,688.617   612,066.943   MT  0.99975456   +0 53 13.7
 MN0586
 MN0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0586!SPC NE       -   0.99977342  x   0.99965985  =   0.99943335
 MN0586!UTM  13      -   0.99977342  x   0.99975456  =   0.99952804
 MN0586
 MN0586:                Primary Azimuth Mark                     Grid Az
 MN0586:SPC NE       -  ROCKY AZ MK                              000 19 01.5
 MN0586:UTM  13      -  ROCKY AZ MK                              357 00 18.4
 MN0586
 MN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1206685688(NAD 83)
 MN0586
 MN0586|---------------------------------------------------------------------|
 MN0586| PID    Reference Object                     Distance      Geod. Az  |
 MN0586|                                                           dddmmss.s |
 MN0586| CP8523 ROCKY RM 1                                         01320     |
 MN0586| CP8524 ROCKY RM 2                                         18003     |
 MN0586| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX. 8.5 KM 1831411.9 |
 MN0586| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 6.0 KM 2831907.7 |
 MN0586| CP8522 ROCKY AZ MK                                        3575332.1 |
 MN0586|---------------------------------------------------------------------|
 MN0586
 MN0586                          SUPERSEDED SURVEY CONTROL
 MN0586
 MN0586  NAD 83(1993)-  41 24 53.78438(N)    103 39 32.58302(W) AD(       ) 2
 MN0586  NAD 83(1986)-  41 24 53.77524(N)    103 39 32.58324(W) AD(       ) 2
 MN0586  NAD 27      -  41 24 53.85740(N)    103 39 30.79260(W) AD(       ) 2
 MN0586
 MN0586.Superseded values are not recommended for survey control.
 MN0586
 MN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0586.See file dsdata.pdf to determine how the superseded data were derived.
 MN0586
 MN0586_MARKER: DS = TRIANGULATION STATION DISK
 MN0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0586_STAMPING: ROCKY 1963
 MN0586_MARK LOGO: CGS
 MN0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0586+STABILITY: SURFACE MOTION
 MN0586
 MN0586  HISTORY     - Date     Condition        Report By
 MN0586  HISTORY     - 1963     MONUMENTED       CGS
 MN0586  HISTORY     - 19970424 GOOD             NEDR
 MN0586
 MN0586                          STATION DESCRIPTION
 MN0586
 MN0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0586'THE STATION IS 12-1/2 MILES NORTH OF KIMBALL, 1-1/2 MILES
 MN0586'NORTH OF THE KIMBALL-BANNER COUNTY LINE, IN THE WEST CENTRAL
 MN0586'EDGE OF SECTION 27, T 17 N, R 55 W, AND ON THE EAST RIGHT-OF-WAY
 MN0586'OF STATE HIGHWAY 71.
 MN0586'
 MN0586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0586'STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 11.0
 MN0586'MILES TO THE ANTELOPE GAS PRODUCTS CO. PLANT ON THE LEFT.
 MN0586'CONTINUE NORTH ON HIGHWAY 71 FOR 1.5 MILES TO THE TOP OF A
 MN0586'HILL AND THE STATION ON THE RIGHT.
 MN0586'
 MN0586'STATION MARKS ARE STANDARD DISKS STAMPED ROCKY 1963.  THE
 MN0586'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0586'2 INCHES.  IT IS 78 FEET EAST OF THE CENTER LINE OF HIGHWAY
 MN0586'71, 24 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 20 FEET
 MN0586'WEST OF A ONE STRAND FENCE, 10 FEET NORTHEAST OF A CONCRETE
 MN0586'RIGHT-OF-WAY MARKER, AND 2.9 FEET EAST OF A METAL WITNESS POST.
 MN0586'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MN0586'42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0586'
 MN0586'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROCKY NO 1 1963,
 MN0586'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MN0586'IS 95 FEET EAST OF THE CENTER LINE OF HIGHWAY 71, 42 FEET SOUTH
 MN0586'OF A TELEPHONE POLE, AND 1 FOOT WEST OF THE ONE STRAND FENCE.
 MN0586'
 MN0586'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROCKY NO 2 1963,
 MN0586'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MN0586'IS 86 FEET EAST OF THE CENTER LINE OF HIGHWAY 71, 2 FEET WEST
 MN0586'OF A TELEPHONE POLE, AND 1 FOOT WEST OF THE ONE STRAND FENCE.
 MN0586'
 MN0586'AZIMUTH MARK IS A STANDARD DISK STAMPED ROCKY 1963, SET IN
 MN0586'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 57 FEET
 MN0586'WEST OF THE CENTER LINE OF STATE HIGHWAY 71, 5 FEET EAST OF
 MN0586'A POWER POLE, 3 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 MN0586'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 MN0586'
 MN0586'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 MN0586'HIGHWAY 71 FOR 0.7 MILE TO THE MARK ON THE LEFT, WEST SIDE
 MN0586'OF THE HIGHWAY.
 MN0586'
 MN0586'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0586'
 MN0586'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MN0586
 MN0586                          STATION RECOVERY (1997)
 MN0586
 MN0586'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0586'THE STATION WAS RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF
 MN0586'HIGHWAY CONSTRUCTION.  STATION-ROCKY 2 HAS BEEN ESTABLISHED NEARBY.
 MN0586'FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE NEW STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0463 ***********************************************************************
 MN0463  DESIGNATION -  ROD
 MN0463  PID         -  MN0463
 MN0463  STATE/COUNTY-  NE/CHEYENNE
 MN0463  COUNTRY     -  US
 MN0463  USGS QUAD   -  LODGEPOLE SE (2017)
 MN0463
 MN0463                         *CURRENT SURVEY CONTROL
 MN0463  ______________________________________________________________________
 MN0463* NAD 83(1995) POSITION- 41 07 01.76216(N) 102 36 38.23988(W)   ADJUSTED
 MN0463* NAVD 88 ORTHO HEIGHT -  1167.    (meters)     3829.    (feet) SCALED
 MN0463  ______________________________________________________________________
 MN0463  GEOID HEIGHT    -        -19.981 (meters)                     GEOID18
 MN0463  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 MN0463  HORZ ORDER      -  THIRD
 MN0463
 MN0463.The horizontal coordinates were established by classical geodetic methods
 MN0463.and adjusted by the National Geodetic Survey in August 1997.
 MN0463
 MN0463.The orthometric height was scaled from a topographic map.
 MN0463
 MN0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0463.GEOID18 height accuracy estimate available here.
 MN0463
 MN0463.Click photographs - Photos may exist for this station.
 MN0463
 MN0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0463
 MN0463. The following values were computed from the NAD 83(1995) position.
 MN0463
 MN0463;                    North         East     Units Scale Factor Converg.
 MN0463;SPC NE       -   145,846.570   280,847.348   MT  0.99968147   -1 43 48.2
 MN0463;SPC NE       -   478,498.29    921,413.34   sFT  0.99968147   -1 43 48.2
 MN0463;UTM  13      - 4,554,514.113   700,602.059   MT  1.00009529   +1 34 18.4
 MN0463
 MN0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0463!SPC NE       -   0.99982019  x   0.99968147  =   0.99950171
 MN0463!UTM  13      -   0.99982019  x   1.00009529  =   0.99991546
 MN0463
 MN0463:                Primary Azimuth Mark                     Grid Az
 MN0463:SPC NE       -  ROD AZ MK                                002 45 59.4
 MN0463:UTM  13      -  ROD AZ MK                                359 27 52.8
 MN0463
 MN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0060254514(NAD 83)
 MN0463
 MN0463|---------------------------------------------------------------------|
 MN0463| PID    Reference Object                     Distance      Geod. Az  |
 MN0463|                                                           dddmmss.s |
 MN0463| CP8525 ROD AZ MK                                          0010211.2 |
 MN0463| CP8527 ROD RM 2                             23.981 METERS 14106     |
 MN0463| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 0.7 KM 1893439.9 |
 MN0463| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX. 4.7 KM 3282238.4 |
 MN0463| MN0471 AIRPORT BCN LODGEPOLE MUN APT       APPROX. 4.0 KM 3302635.5 |
 MN0463| CP8526 ROD RM 1                             24.411 METERS 35833     |
 MN0463|---------------------------------------------------------------------|
 MN0463
 MN0463                          SUPERSEDED SURVEY CONTROL
 MN0463
 MN0463  NAD 83(1993)-  41 07 01.76209(N)    102 36 38.24014(W) AD(       ) 3
 MN0463  NAD 83(1992)-  41 07 01.75890(N)    102 36 38.24057(W) AD(       ) 3
 MN0463  NAD 83(1986)-  41 07 01.75883(N)    102 36 38.24071(W) AD(       ) 3
 MN0463  NAD 27      -  41 07 01.80580(N)    102 36 36.54840(W) AD(       ) 3
 MN0463
 MN0463.Superseded values are not recommended for survey control.
 MN0463
 MN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0463.See file dsdata.pdf to determine how the superseded data were derived.
 MN0463
 MN0463_MARKER: DS = TRIANGULATION STATION DISK
 MN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0463_STAMPING: ROD 1963
 MN0463_MARK LOGO: CGS
 MN0463_PROJECTION: RECESSED 5 CENTIMETERS
 MN0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0463+STABILITY: SURFACE MOTION
 MN0463
 MN0463  HISTORY     - Date     Condition        Report By
 MN0463  HISTORY     - 1963     MONUMENTED       CGS
 MN0463
 MN0463                          STATION DESCRIPTION
 MN0463
 MN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0463'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A NORTH-SOUTH
 MN0463'SECTION LINE ROAD BETWEEN THE DEUEL-CHEYENNE COUNTY LINE,
 MN0463'WHICH IS ABOUT 2-1/4 MILES SOUTH AND 1-1/2 MILES EAST OF
 MN0463'LODGEPOLE.
 MN0463'
 MN0463'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0463'EAST ON U.S. HIGHWAY 30 FOR 1.45 MILES TO A SIDE ROAD RIGHT.
 MN0463'TURN RIGHT, SOUTH ON GRAVELED ROAD FOR 1.2 MILES TO THE
 MN0463'AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD AS DESCRIBED.
 MN0463'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF
 MN0463'A SMALL HILL AND THE STATION ON THE RIGHT, WEST SIDE OF THE
 MN0463'ROAD AS DESCRIBED.
 MN0463'
 MN0463'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0463'IN DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS 2 INCHES
 MN0463'UNDERGROUND AND IS STAMPED ROD 1963.  IT IS 28 FEET WEST OF
 MN0463'THE CENTER OF A GRAVELED ROAD, 6 FEET SOUTHEAST OF A METAL
 MN0463'WITNESS POST AND 2-1/2 FEET EAST OF A WIRE FENCE.
 MN0463'
 MN0463'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH IN
 MN0463'DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0463'THE GROUND AND IS STAMPED ROD NO 1 1963.  IT IS 28 FEET WEST
 MN0463'OF THE CENTER OF A GRAVELED ROAD AND 1-1/2 FEET EAST OF A WIRE
 MN0463'FENCE.
 MN0463'
 MN0463'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH IN
 MN0463'DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0463'THE GROUND AND IS STAMPED ROD NO 2 1963.  IT IS 21 FEET EAST
 MN0463'OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF A WIRE
 MN0463'FENCE.
 MN0463'
 MN0463'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0463'IN DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0463'THE GROUND AND IS STAMPED ROD 1963.  IT IS 29 FEET EAST
 MN0463'OF THE CENTER OF A GRAVELED ROAD, 1.4 FEET SOUTH OF A METAL
 MN0463'WITNESS POST AND IS IN A NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0550 ***********************************************************************
 MN0550  DESIGNATION -  ROELLE
 MN0550  PID         -  MN0550
 MN0550  STATE/COUNTY-  NE/CHEYENNE
 MN0550  COUNTRY     -  US
 MN0550  USGS QUAD   -  LORENZO (2017)
 MN0550
 MN0550                         *CURRENT SURVEY CONTROL
 MN0550  ______________________________________________________________________
 MN0550* NAD 83(1995) POSITION- 41 01 08.98203(N) 103 06 52.58198(W)   ADJUSTED
 MN0550* NAVD 88 ORTHO HEIGHT -  1322.    (meters)     4337.    (feet) SCALED
 MN0550  ______________________________________________________________________
 MN0550  GEOID HEIGHT    -        -19.566 (meters)                     GEOID18
 MN0550  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MN0550  HORZ ORDER      -  THIRD
 MN0550
 MN0550.The horizontal coordinates were established by classical geodetic methods
 MN0550.and adjusted by the National Geodetic Survey in August 1997.
 MN0550
 MN0550.The orthometric height was scaled from a topographic map.
 MN0550
 MN0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0550.GEOID18 height accuracy estimate available here.
 MN0550
 MN0550.Click photographs - Photos may exist for this station.
 MN0550
 MN0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0550
 MN0550. The following values were computed from the NAD 83(1995) position.
 MN0550
 MN0550;                    North         East     Units Scale Factor Converg.
 MN0550;SPC NE       -   136,374.978   238,164.635   MT  0.99969444   -2 03 50.5
 MN0550;SPC NE       -   447,423.57    781,378.47   sFT  0.99969444   -2 03 50.5
 MN0550;UTM  13      - 4,542,596.316   658,522.604   MT  0.99990929   +1 14 15.6
 MN0550
 MN0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0550!SPC NE       -   0.99979580  x   0.99969444  =   0.99949030
 MN0550!UTM  13      -   0.99979580  x   0.99990929  =   0.99970511
 MN0550
 MN0550:                Primary Azimuth Mark                     Grid Az
 MN0550:SPC NE       -  PEETZ MUNICIPAL TANK                     178 53 48.9
 MN0550:UTM  13      -  PEETZ MUNICIPAL TANK                     175 35 42.8
 MN0550
 MN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5852242596(NAD 83)
 MN0550
 MN0550|---------------------------------------------------------------------|
 MN0550| PID    Reference Object                     Distance      Geod. Az  |
 MN0550|                                                           dddmmss.s |
 MN0550| LK0616 PEETZ MUNICIPAL TANK                APPROX. 6.1 KM 1764958.4 |
 MN0550|---------------------------------------------------------------------|
 MN0550
 MN0550                          SUPERSEDED SURVEY CONTROL
 MN0550
 MN0550  NAD 83(1993)-  41 01 08.97983(N)    103 06 52.58162(W) AD(       ) 3
 MN0550  NAD 83(1992)-  41 01 08.97956(N)    103 06 52.58119(W) AD(       ) 3
 MN0550  NAD 83(1986)-  41 01 08.97530(N)    103 06 52.58318(W) AD(       ) 3
 MN0550  NAD 27      -  41 01 09.02724(N)    103 06 50.85558(W) AD(       ) 3
 MN0550
 MN0550.Superseded values are not recommended for survey control.
 MN0550
 MN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0550.See file dsdata.pdf to determine how the superseded data were derived.
 MN0550
 MN0550_MARKER: DD = SURVEY DISK
 MN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0550_STAMPING: ROELLE 1948
 MN0550_MARK LOGO: USGS
 MN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0550+STABILITY: SURFACE MOTION
 MN0550
 MN0550  HISTORY     - Date     Condition        Report By
 MN0550  HISTORY     - 1948     MONUMENTED       USGS
 MN0550
 MN0550                          STATION DESCRIPTION
 MN0550
 MN0550'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MN0550'LOCATED ON A SMALL HIGH POINT, ON THE W. EDGE OF SW. 1/4 SEC. 11,
 MN0550'T 12 N, R 52 W, AND IS THE HIGHEST POINT IN THIS AREA.
 MN0550'
 MN0550'TO REACH FROM PEETZ, COLORADO, PROCEED N. ON THE OLD HIGHWAY FROM
 MN0550'PEETZ, COLORADO, TO SIDNEY, NEBRASKA, GO 3.0 MI. TO A RD.
 MN0550'INTERSECTION, CROSS E-W. RD. AND PASS THROUGH GATE, CONTINUE CROSS
 MN0550'COUNTRY FOR ABOUT 1.0 MI. TO TOP OF SMALL POINT AND STATION SITE.
 MN0550'
 MN0550'STATION MARK--STANDARD TABLET, STAMPED ---ROELLE 1948---, SET IN A
 MN0550'CONCRETE POST, PROTRUDING 5 IN. ABOVE THE GROUND.
 MN0550'
 MN0550'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---ROELLE NO. 1
 MN0550'1948---, SET IN CONCRETE POST, 138.73 FT. FROM STATION MARK,
 MN0550'S 36 DEG 49 MIN W.
 MN0550'
 MN0550'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---ROELLE 1948
 MN0550'NO. 2---, SET IN CONCRETE POST, 272.63 FT. FROM STATION MARK,
 MN0550'N 54 DEG 52 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2104 ***********************************************************************
 MK2104  DESIGNATION -  ROGERS EAST BASE
 MK2104  PID         -  MK2104
 MK2104  STATE/COUNTY-  NE/DODGE
 MK2104  COUNTRY     -  US
 MK2104  USGS QUAD   -  NORTH BEND (2017)
 MK2104
 MK2104                         *CURRENT SURVEY CONTROL
 MK2104  ______________________________________________________________________
 MK2104* NAD 83(1995) POSITION- 41 28 21.41781(N) 096 49 56.25138(W)   ADJUSTED
 MK2104* NAVD 88 ORTHO HEIGHT -   391.    (meters)     1283.    (feet) SCALED
 MK2104  ______________________________________________________________________
 MK2104  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 MK2104  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 MK2104  HORZ ORDER      -  SECOND
 MK2104
 MK2104.The horizontal coordinates were established by classical geodetic methods
 MK2104.and adjusted by the National Geodetic Survey in August 1997.
 MK2104
 MK2104.The orthometric height was scaled from a topographic map.
 MK2104
 MK2104.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2104.GEOID18 height accuracy estimate available here.
 MK2104
 MK2104.Click photographs - Photos may exist for this station.
 MK2104
 MK2104.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2104
 MK2104. The following values were computed from the NAD 83(1995) position.
 MK2104
 MK2104;                    North         East     Units Scale Factor Converg.
 MK2104;SPC NE       -   186,846.869   764,453.397   MT  0.99965876   +2 05 57.2
 MK2104;SPC NE       -   613,013.44  2,508,044.19   sFT  0.99965876   +2 05 57.2
 MK2104;UTM  14      - 4,593,492.270   681,004.491   MT  1.00000320   +1 26 09.5
 MK2104
 MK2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2104!SPC NE       -   0.99994274  x   0.99965876  =   0.99960152
 MK2104!UTM  14      -   0.99994274  x   1.00000320  =   0.99994594
 MK2104
 MK2104:                Primary Azimuth Mark                     Grid Az
 MK2104:SPC NE       -  ROGERS EAST BASE RM 2                    065 39 05.0
 MK2104:UTM  14      -  ROGERS EAST BASE RM 2                    066 18 52.7
 MK2104
 MK2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8100493492(NAD 83)
 MK2104
 MK2104|---------------------------------------------------------------------|
 MK2104| PID    Reference Object                     Distance      Geod. Az  |
 MK2104|                                                           dddmmss.s |
 MK2104| CL7475 ROGERS EAST BASE RM 2                              0674502.2 |
 MK2104| CL7474 ROGERS EAST BASE RM 1               155.740 METERS 32522     |
 MK2104|---------------------------------------------------------------------|
 MK2104
 MK2104                          SUPERSEDED SURVEY CONTROL
 MK2104
 MK2104  NAD 83(1986)-  41 28 21.42304(N)    096 49 56.24972(W) AD(       ) 2
 MK2104  NAD 27      -  41 28 21.40800(N)    096 49 55.15000(W) AD(       ) 2
 MK2104
 MK2104.Superseded values are not recommended for survey control.
 MK2104
 MK2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2104.See file dsdata.pdf to determine how the superseded data were derived.
 MK2104
 MK2104_MARKER: DS = TRIANGULATION STATION DISK
 MK2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2104_STAMPING: ROGERS EAST BASE 1930
 MK2104_MARK LOGO: CGS
 MK2104_PROJECTION: RECESSED 30 CENTIMETERS
 MK2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2104+STABILITY: SURFACE MOTION
 MK2104
 MK2104  HISTORY     - Date     Condition        Report By
 MK2104  HISTORY     - 1930     MONUMENTED       CGS
 MK2104  HISTORY     - 1935     MARK NOT FOUND   NEGS
 MK2104  HISTORY     - 1967     GOOD             CGS
 MK2104  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK2104
 MK2104                          STATION DESCRIPTION
 MK2104
 MK2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2104'THIS STATION IS ABOUT 4-1/4 MILES E AND 3/4 MILE N OF ROGERS,
 MK2104'IN SE 1/4 SEC. 3, T 17 N, R 5 E, ON LAND OWNED BY JAMES
 MK2104'O HARE AND RENTED BY PAUL LUX WHO LIVES ABOUT 1 MILE DUE E IN
 MK2104'SECTION 4.  STATION IS IN A LOW LEVEL CULTIVATED FIELD WITH
 MK2104'THE STATION MARK 12 INCHES BELOW THE SURFACE AT A POINT ABOUT
 MK2104'1050 FEET W OF THE SECTION-LINE ROAD BETWEEN SECTIONS 3 AND
 MK2104'4, AND ABOUT 300 FEET S OF A POORLY DEFINED PRIVATE ROAD ON
 MK2104'THE 1/2-SECTION LINE.
 MK2104'
 MK2104'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2104'DISKS SET IN CONCRETE.
 MK2104'
 MK2104'REFERENCE MARK NO. 1 IS IN THE SAME 1/4 SECTION AS THE STATION
 MK2104'AND IS IN THE ABOVE MENTIONED 1/2-SECTION LINE ABOUT 1400
 MK2104'FEET W OF THE AFORE-MENTIONED SECTION-LINE ROAD.  THE STATION
 MK2104'IS 155.74 METERS DISTANT.  THE MARK IS FLUSH WITH THE SURFACE.
 MK2104'REFERENCE MARK NO. 2, AN AZIMUTH MARK, IS IN THE EXTREME NE
 MK2104'CORNER OF THE SAME 1/4 SECTION, 9.90 METERS W OF THE CENTER
 MK2104'LINE OF THE SECTION-LINE ROAD AND 9.27 METERS S OF THE
 MK2104'1/2-SECTION LINE.  THE MARK IS 4.83 METERS S AND 0.20 METER W OF
 MK2104'FENCE CORNER.  IT IS FLUSH WITH THE SURFACE AT A DISTANCE
 MK2104'OF APPROXIMATELY 345 METERS.
 MK2104'
 MK2104'TO REACH FROM NORTH BEND RAILROAD STATION FOLLOW U.S. HIGHWAY
 MK2104'30 W FOR 2.6 MILES TO SECTION-LINE ROAD.  TURN N 1/2 MILE
 MK2104'AND STATION WILL BE 1050 FEET W AND 300 FEET S AS DESCRIBED
 MK2104'ABOVE.
 MK2104'
 MK2104'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 MK2104
 MK2104                          STATION RECOVERY (1935)
 MK2104
 MK2104'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2104'THE STATION MARK WAS NOT RECOVERED.  THE MARK WAS BURIED IN
 MK2104'A CULTIVATED FIELD AND THE REFERENCE MARKS ARE QUITE DISTANT
 MK2104'(511 AND 1132 FEET RESPECTIVELY).  SINCE I DID NOT HAVE A
 MK2104'TRANSIT WITH WHICH TO MEASURE THE ANGLES, IT WAS VERY DIFFICULT
 MK2104'TO DETERMINE WHERE THE INTERSECTION OF THE ARCS MIGHT FALL,
 MK2104'WORKING ALONE.  NEITHER MR. O HARE, THE OWNER OF THE PROPERTY,
 MK2104'NOR MR. LUX, WHO FARMED THE PLACE IN 1930, COULD GIVE ME ANY
 MK2104'ASSISTANCE IN LOCATING THE MARK.  A DAY WAS SPENT IN THE
 MK2104'ATTEMPTED RECOVERY.
 MK2104'
 MK2104'REFERENCE MARK NO. 1 IS 1286 FEET W OF A N AND S SECTION-LINE
 MK2104'ROAD (MEASURED FROM CENTER LINE), 1251 FEET W OF A FENCE CORNER
 MK2104'ON THE W SIDE OF THE ROAD AND REFERENCE MARK NO. 2, 856 FEET
 MK2104'W OF A FENCE CORNER IN THE FIELD, AND ABOUT 12 FEET S OF THE
 MK2104'E AND W HALF-SECTION LINE (PROJECTED).  IT IS FLUSH WITH
 MK2104'THE SURFACE AND WILL USUALLY BE FOUND COVERED.  REFERENCE MARK
 MK2104'NO. 2 IS AT THE NE CORNER OF THE SE 1/4 OF SECTION 3, 35
 MK2104'FEET W OF CENTER LINE OF SECTION-LINE ROAD, 30-1/2 FEET
 MK2104'S OF THE CENTER LINE OF A PRIVATE ROAD AND SMALL WOOD CULVERT
 MK2104'ON THE HALF-SECTION LINE, AND 15-1/2 FEET S OF A FENCE
 MK2104'CORNER.
 MK2104
 MK2104                          STATION RECOVERY (1967)
 MK2104
 MK2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WGT)
 MK2104'THE STATION WAS VISITED AND REFERENCE MARK 2 WAS RECOVERED
 MK2104'IN GOOD CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND AND
 MK2104'THE AREA IN WHICH IT WAS LOCATED IS NOW UNDER CULTIVATION.
 MK2104'THE STATION MARK WAS SEARCHED FOR FROM A COMPASS BEARING AND
 MK2104'APPROXIMATE DISTANCE FROM REFERENCE MARK 2.  A HOLE 6 BY 6
 MK2104'FEET AND 18 INCHES DEEP WAS DUG AT THE POINT ESTABLISHED
 MK2104'FROM THE MEASUREMENTS AND PRODDED TO A DEPTH OF NEARLY 3 FEET
 MK2104'BUT THE MARK WAS NOT FOUND, HOWEVER THERE IS A LITTLE DOUBT THAT
 MK2104'IT STILL EXISTS.
 MK2104'
 MK2104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MK2104'STATE HIGHWAY 79 IN NORTH BEND, GO WEST ON U.S. 30 FOR 2.55
 MK2104'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.8
 MK2104'MILE TO A FENCE CORNER ON THE RIGHT AND REFERENCE MARK 2
 MK2104'ON THE LEFT.
 MK2104'
 MK2104'THE REFERENCE MARK IS 35 FEET WEST OF THE CENTER OF N-S ROAD,
 MK2104'31 FEET SOUTH OF HALF-SECTION LINE EXTENDED, 19.2 FEET
 MK2104'SOUTH-SOUTHWEST OF SOUTH END OF PIPE CULVERT, 17.3 FEET
 MK2104'SOUTH-SOUTHWEST OF POWER LINE POLE AND 3 INCHES BELOW THE
 MK2104'GROUND.  IT IS A STANDARD DISK STAMPED ROGERS NO 2 SET IN A
 MK2104'14 INCH SQUARE CONCRETE POST.  THE POINT WHERE THE STATION
 MK2104'WAS SEARCHED FOR IS 271 FEET EAST AND 23 FEET SOUTH OF THE
 MK2104'CORNER POST AT THE NORTHWEST CORNER OF A PASTURE.
 MK2104'
 MK2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MI. WNW
 MK2104'OF NORTH BEND.
 MK2104
 MK2104                          STATION RECOVERY (1968)
 MK2104
 MK2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK2104'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  A DAY WAS
 MK2104'SPENT SEARCHING FOR THE MARK BUT THE MARK WAS NOT RECOVERED.
 MK2104'THE MARK WAS 1 FOOT BELOW THE SURFACE OF THE GROUND IN 1930
 MK2104'AND STILL SHOULD BE IN PLACE.  REFERENCE MARK NO. 1 WAS FOUND
 MK2104'DISPLACED IN A CULTIVATED FIELD.  REFERENCE MARK NO. 2 WAS
 MK2104'RECOVERED AND FOUND IN GOOD CONDITION.
 MK2104'
 MK2104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MK2104'STATE HIGHWAY 79 IN NORTH BEND, GO WEST ON U.S. HIGHWAY 30
 MK2104'FOR 2.55 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 MK2104'NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO A FENCE CORNER
 MK2104'ON THE RIGHT AND REFERENCE MARK NO. 2 ON THE LEFT.  STATION
 MK2104'SITE IS ABOUT 1, 132 FEET WEST-SOUTHWEST OF THIS POINT IN A
 MK2104'CULTIVATED FIELD.
 MK2104'
 MK2104'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF A
 MK2104'GRAVELED ROAD, 31 FEET SOUTH OF HALF-SECTION LINE EXTENDED,
 MK2104'19 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A PIPE CULVERT,
 MK2104'17 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 1 FOOT SOUTH OF
 MK2104'A METAL WITNESS POST, AND 3 INCHES BELOW THE SURFACE OF THE
 MK2104'GROUND.
 MK2104'
 MK2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 MK2104'WNW OF NORTH BEND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2111 ***********************************************************************
 MK2111  DESIGNATION -  ROGERS MUNICIPAL TANK
 MK2111  PID         -  MK2111
 MK2111  STATE/COUNTY-  NE/COLFAX
 MK2111  COUNTRY     -  US
 MK2111  USGS QUAD   -  ROGERS (2017)
 MK2111
 MK2111                         *CURRENT SURVEY CONTROL
 MK2111  ______________________________________________________________________
 MK2111* NAD 83(1995) POSITION- 41 27 49.02531(N) 096 54 58.39611(W)   ADJUSTED
 MK2111  ______________________________________________________________________
 MK2111  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 MK2111  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 MK2111  HORZ ORDER      -  THIRD
 MK2111
 MK2111.The horizontal coordinates were established by classical geodetic methods
 MK2111.and adjusted by the National Geodetic Survey in August 1997.
 MK2111
 MK2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2111.GEOID18 height accuracy estimate available here.
 MK2111
 MK2111.Click photographs - Photos may exist for this station.
 MK2111
 MK2111.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2111
 MK2111. The following values were computed from the NAD 83(1995) position.
 MK2111
 MK2111;                    North         East     Units Scale Factor Converg.
 MK2111;SPC NE       -   185,595.193   757,485.285   MT  0.99965887   +2 02 37.0
 MK2111;SPC NE       -   608,906.90  2,485,182.97   sFT  0.99965887   +2 02 37.0
 MK2111;UTM  14      - 4,592,320.969   674,020.055   MT  0.99997269   +1 22 48.4
 MK2111
 MK2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7402092320(NAD 83)
 MK2111
 MK2111                          SUPERSEDED SURVEY CONTROL
 MK2111
 MK2111  NAD 83(1986)-  41 27 49.03208(N)    096 54 58.39651(W) AD(       ) 3
 MK2111  NAD 27      -  41 27 49.01400(N)    096 54 57.30900(W) AD(       ) 3
 MK2111
 MK2111.Superseded values are not recommended for survey control.
 MK2111
 MK2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2111.See file dsdata.pdf to determine how the superseded data were derived.
 MK2111
 MK2111_MARKER: 53 = ELEVATED TANK
 MK2111
 MK2111  HISTORY     - Date     Condition        Report By
 MK2111  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK2111  HISTORY     - 1935     GOOD             NEGS
 MK2111  HISTORY     - 20030819 GOOD             USPSQD
 MK2111
 MK2111                          STATION DESCRIPTION
 MK2111
 MK2111'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1935
 MK2111'THIS POINT IS THE SAME AS IT WAS IN 1930.
 MK2111
 MK2111                          STATION RECOVERY (2003)
 MK2111
 MK2111'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK2111'STATION FOUND GOOD. TANK IS NORTH OF FIRST ST., SOUTH OF SECOND ST.,
 MK2111'EAST OF HAMILTON ST., AND WEST OF CENTER ST. IN THE NORTHEAST 1/4 OF
 MK2111'THE BLOCK IN THE TOWN OF ROGERS IN COLFAX COUNTY NEBRASKA. TANK HAS 4
 MK2111'LEGS, IS PAINTED SILVER WITH BLACK LETTERING 'ROGERS' ON BOWL OF TANK.
 MK2111'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2109 ***********************************************************************
 MK2109  CBN         -  This is a Cooperative Base Network Control Station.
 MK2109  DESIGNATION -  ROGERS WEST BASE RESET
 MK2109  PID         -  MK2109
 MK2109  STATE/COUNTY-  NE/COLFAX
 MK2109  COUNTRY     -  US
 MK2109  USGS QUAD   -  ROGERS (2017)
 MK2109
 MK2109                         *CURRENT SURVEY CONTROL
 MK2109  ______________________________________________________________________
 MK2109* NAD 83(2011) POSITION- 41 28 23.71097(N) 096 58 58.80077(W)   ADJUSTED
 MK2109* NAD 83(2011) ELLIP HT-   380.387 (meters)        (06/27/12)   ADJUSTED
 MK2109* NAD 83(2011) EPOCH   -  2010.00
 MK2109* NAVD 88 ORTHO HEIGHT -   406.2   (meters)     1333.    (feet) GPS OBS
 MK2109  ______________________________________________________________________
 MK2109  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK2109  GEOID HEIGHT    -        -25.788 (meters)                     GEOID99
 MK2109  GEOID HEIGHT    -        -25.826 (meters)                     GEOID18
 MK2109  NAD 83(2011) X  -   -581,885.297 (meters)                     COMP
 MK2109  NAD 83(2011) Y  - -4,750,727.960 (meters)                     COMP
 MK2109  NAD 83(2011) Z  -  4,202,198.866 (meters)                     COMP
 MK2109  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 MK2109
 MK2109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK2109  Standards:
 MK2109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK2109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK2109  -------------------------------------------------------------------
 MK2109  NETWORK    0.46   1.18           0.22   0.14   0.60      0.01715167
 MK2109  -------------------------------------------------------------------
 MK2109  Click here for local accuracies and other accuracy information.
 MK2109
 MK2109.The horizontal coordinates were established by GPS observations
 MK2109.and adjusted by the National Geodetic Survey in June 2012.
 MK2109
 MK2109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK2109.been affixed to the stable North American tectonic plate. See 
 MK2109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK2109
 MK2109.The horizontal coordinates are valid at the epoch date displayed above
 MK2109.which is a decimal equivalence of Year/Month/Day.
 MK2109
 MK2109.The orthometric height was determined by GPS observations and a
 MK2109.high-resolution geoid model.
 MK2109
 MK2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2109.GEOID18 height accuracy estimate available here.
 MK2109
 MK2109.Click photographs - Photos may exist for this station.
 MK2109
 MK2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2109
 MK2109.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2109
 MK2109.The ellipsoidal height was determined by GPS observations
 MK2109.and is referenced to NAD 83.
 MK2109
 MK2109. The following values were computed from the NAD 83(2011) position.
 MK2109
 MK2109;                    North         East     Units Scale Factor Converg.
 MK2109;SPC NE       -   186,467.533   751,874.422   MT  0.99965876   +1 59 57.7
 MK2109;SPC NE       -   611,768.90  2,466,774.67   sFT  0.99965876   +1 59 57.7
 MK2109;UTM  14      - 4,593,258.495   668,417.977   MT  0.99994908   +1 20 10.0
 MK2109
 MK2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2109!SPC NE       -   0.99994034  x   0.99965876  =   0.99959912
 MK2109!UTM  14      -   0.99994034  x   0.99994908  =   0.99988942
 MK2109
 MK2109:                Primary Azimuth Mark                     Grid Az
 MK2109:SPC NE       -  ROGERS MUNICIPAL TANK                    098 50 11.3
 MK2109:UTM  14      -  ROGERS MUNICIPAL TANK                    099 29 59.0
 MK2109
 MK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6841793258(NAD 83)
 MK2109
 MK2109|---------------------------------------------------------------------|
 MK2109| PID    Reference Object                     Distance      Geod. Az  |
 MK2109|                                                           dddmmss.s |
 MK2109| MK2111 ROGERS MUNICIPAL TANK               APPROX. 5.7 KM 1005009.0 |
 MK2109| CL7477 ROGERS WEST BASE RM 1                26.330 METERS 22605     |
 MK2109| CL7478 ROGERS WEST BASE RM 2               111.551 METERS 34924     |
 MK2109| CL7476 ROGERS WEST BASE AZ MK                             35816     |
 MK2109|---------------------------------------------------------------------|
 MK2109
 MK2109                          SUPERSEDED SURVEY CONTROL
 MK2109
 MK2109  NAD 83(2007)-  41 28 23.71095(N)    096 58 58.80139(W) AD(2002.00) 0
 MK2109  ELLIP H (02/10/07)  380.409  (m)                       GP(2002.00)    
 MK2109  ELLIP H (07/10/01)  380.385  (m)                       GP(       ) 4 1
 MK2109  NAD 83(1995)-  41 28 23.71092(N)    096 58 58.80082(W) AD(       ) B
 MK2109  ELLIP H (06/25/96)  380.458  (m)                       GP(       ) 1 1
 MK2109  NAD 83(1986)-  41 28 23.71495(N)    096 58 58.79885(W) AD(       ) 2
 MK2109  NAD 27      -  41 28 23.69100(N)    096 58 57.68300(W) AD(       ) 2
 MK2109  NAVD 88 (06/25/96)  406.2    (m)  GEOID93  model used  GPS OBS        
 MK2109
 MK2109.Superseded values are not recommended for survey control.
 MK2109
 MK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2109.See file dsdata.pdf to determine how the superseded data were derived.
 MK2109
 MK2109_MARKER: DS = TRIANGULATION STATION DISK
 MK2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2109_STAMPING: ROGERS W BASE 1930 1968
 MK2109_MARK LOGO: CGS
 MK2109_PROJECTION: PROJECTING 9 CENTIMETERS
 MK2109_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2109+STABILITY: SURFACE MOTION
 MK2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2109+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2021
 MK2109
 MK2109  HISTORY     - Date     Condition        Report By
 MK2109  HISTORY     - 1968     MONUMENTED       CGS
 MK2109  HISTORY     - 19950509 GOOD             NGS
 MK2109  HISTORY     - 20000605 GOOD             NEDR
 MK2109  HISTORY     - 20071009 GOOD             NEDR
 MK2109  HISTORY     - 20100510 GOOD             INDIV
 MK2109  HISTORY     - 20161031 GOOD             NEGS
 MK2109  HISTORY     - 20210423 GOOD             NEGS
 MK2109
 MK2109                          STATION DESCRIPTION
 MK2109
 MK2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK2109'THE STATION MARK WAS RECOVERED BUT FOUND LEANING.  THE UNDERGROUND
 MK2109'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 MK2109'MARK WAS LOWERED VERTICALLY AND A NEW SURFACE MARK WAS SET.
 MK2109'REFERENCE MARK NO. 1 WAS RECOVERED BUT WAS FOUND LEANING SLIGHTLY.
 MK2109'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 MK2109'BUT THE DISTANCE FAILED TO CHECK BY +0.22 FEET.
 MK2109'
 MK2109'SINCE NO AZIMUTH MARK WAS ESTABLISHED IN 1930, OBSERVATIONS
 MK2109'WERE TAKEN ON POLARIS AND AN AZIMUTH MARK WAS ESTABLISHED.
 MK2109'
 MK2109'FOLLOWING IS A NEW DESCRIPTION.
 MK2109'
 MK2109'TO REACH THE STATION FROM THE MAIN INTERSECTION AT AUTO REPAIR
 MK2109'GARAGE IN ROGERS, GO WEST ON U.S. HIGHWAY 30 FOR 3.5 MILES TO
 MK2109'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 MK2109'0.45 MILE TO THE STATION ON THE RIGHT.
 MK2109'
 MK2109'STATION MARKS ARE STANDARD DISK STAMPED ROGERS WEST BASE 1930
 MK2109'1968.  THE SURFACE DISK, IS SET IN THE TOP OF A ROUND CONCRETE
 MK2109'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MK2109'0.1 MILE NORTH OF A PRIVATE DRIVE LEADING WEST, 394 FEET SOUTH
 MK2109'OF A T-FENCE CORNER, 179 FEET SOUTH OF A POWERLINE POLE, 236
 MK2109'FEET NORTH OF A POWERLINE POLE, 31 FEET EAST OF THE CENTER OF
 MK2109'A GRAVELED ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 MK2109'AND IN A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MK2109'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 MK2109'GROUND.
 MK2109'
 MK2109'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROGERS WEST BASE
 MK2109'NO. 1 1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK2109'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 32.5 FEET
 MK2109'WEST OF THE CENTER OF THE ROAD AND IN AN OLD NORTH-SOUTH FENCE.
 MK2109'
 MK2109'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROGERS WEST BASE
 MK2109'NO. 2 1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK2109'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 34 FEET
 MK2109'SOUTH OF A T-FENCE CORNER POST ON THE 1/2 SECTION LINE, 33 FEET
 MK2109'WEST OF THE CENTER OF THE ROAD, AND 1.5 FEET EAST OF A FENCE.
 MK2109'
 MK2109'AZIMUTH MARK, A STANDARD DISK STAMPED ROGERS WEST BASE 1930
 MK2109'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MK2109'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 97 FEET
 MK2109'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF MR. LUMIR R. JEDLICKA, 66
 MK2109'FEET WEST OF THE CENTER OF ROAD, 30 FEET SOUTH OF THE CENTER
 MK2109'OF A DRIVEWAY, AND 1 FOOT NORTH OF A FENCE.
 MK2109'
 MK2109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MK2109'GRAVEL ROAD FOR 0.7 MILE TO MR. JEDLICKA HOUSE AND THE MARK ON
 MK2109'THE LEFT.
 MK2109'
 MK2109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MK2109'MILES ENE OF SCHUYLER.
 MK2109
 MK2109                          STATION RECOVERY (1995)
 MK2109
 MK2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK2109'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST-NORTHWEST OF ROGERS,
 MK2109'0.4 MI (0.6 KM) NORTH OF U.S. HIGHWAY 30, ON THE EAST RIGHT-OF-WAY OF
 MK2109'A GRAVELED COUNTY ROAD AND IN THE SW1/4, SEC4, T17N, R4E.  TO REACH
 MK2109'THE MARK FROM THE WATER TANK IN ROGERS, GO NORTH ON A STREET ON THE
 MK2109'EAST SIDE OF THE TANK FOR 0.2 MI (0.3 KM) TO U.S. HIGHWAY 30. TURN
 MK2109'LEFT AND GO WEST ON THE HIGHWAY FOR 3.5 MI (5.6 KM) TO COUNTY ROAD F.
 MK2109'TURN RIGHT AND GO NORTH ON THE GRAVELED COUNTY ROAD FOR 0.4 MI (0.6
 MK2109'KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND
 MK2109'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.20 M (0.66 FT) BELOW THE
 MK2109'GROUND SURFACE.  IT IS 16.100 M (52.821 FT) WEST-SOUTHWEST OF A NAIL
 MK2109'AND WASHER IN A POLE FOR AN IRRIGATION PUMP, 9.845 M (32.300 FT) SOUTH
 MK2109'OF A NAIL AND WASHER IN A UTILITY POLE, 9.7 M (31.8 FT) EAST OF THE
 MK2109'CENTERLINE OF THE ROAD, 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF A WITNESS
 MK2109'POST AND 0.285 M (0.935 FT) WEST OF A WITNESS POST.  REBAR WAS DRIVEN
 MK2109'ALONG THE NORTH SIDE OF THE MARK.
 MK2109
 MK2109                          STATION RECOVERY (2000)
 MK2109
 MK2109'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2109'RECOVERED AS DESCRIBED.
 MK2109
 MK2109                          STATION RECOVERY (2007)
 MK2109
 MK2109'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (MLH)
 MK2109'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK2109'PROJECTS ABOUT 0.17 M (0.55 FT) ABOVE THE GROUND SURFACE.
 MK2109
 MK2109                          STATION RECOVERY (2010)
 MK2109
 MK2109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK2109'RECOVERED IN GOOD CONDITION.
 MK2109
 MK2109                          STATION RECOVERY (2016)
 MK2109
 MK2109'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JA)
 MK2109'FOUND GOOD
 MK2109
 MK2109                          STATION RECOVERY (2021)
 MK2109
 MK2109'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (JN)
 MK2109'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 15 AND U.S. HIGHWAY 30 NORTH
 MK2109'OF SCHUYLER, NE., GO EAST ON U.S. HIGHWAY 30 APPROXIMATELY 4.0 MI (6.4
 MK2109'KM) TO COUNTY ROAD 15.  TURN LEFT AND GO NORTH ON COUNTY ROAD 15
 MK2109'APPROXIMATELY 0.40 MI (0.64 KM) TO THE MARK ON THE RIGHT (EAST) SIDE
 MK2109'OF THE ROAD.
 MK2109'
 MK2109'THE MARK IS 52.82 FT (16.1 M) WEST-SOUTHWEST OF A NAIL AND WASHER IN A
 MK2109'POLE FOR AN IRRIGATION PUMP, 32.3 FT (9.8 M) SOUTH OF A NAIL AND
 MK2109'WASHER IN A UTILITY POLE, 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF A
 MK2109'FIBERGLASS WITNESS POST, 0.94 FT (29 CM) WEST OF A FIBERGLASS WITNESS
 MK2109'POST AND 31.8 FT (9.7 M) EAST OF THE CENTERLINE OF COUNTY ROAD 15.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4110 ***********************************************************************
 AB4110  CBN         -  This is a Cooperative Base Network Control Station.
 AB4110  DESIGNATION -  ROOD
 AB4110  PID         -  AB4110
 AB4110  STATE/COUNTY-  NE/LOGAN
 AB4110  COUNTRY     -  US
 AB4110  USGS QUAD   -  TARBOX LAKE (2017)
 AB4110
 AB4110                         *CURRENT SURVEY CONTROL
 AB4110  ______________________________________________________________________
 AB4110* NAD 83(2011) POSITION- 41 36 51.87592(N) 100 29 30.79302(W)   ADJUSTED
 AB4110* NAD 83(2011) ELLIP HT-   891.007 (meters)        (06/27/12)   ADJUSTED
 AB4110* NAD 83(2011) EPOCH   -  2010.00
 AB4110* NAVD 88 ORTHO HEIGHT -   912.8   (meters)     2995.    (feet) GPS OBS
 AB4110  ______________________________________________________________________
 AB4110  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4110  GEOID HEIGHT    -        -21.546 (meters)                     GEOID93
 AB4110  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 AB4110  NAD 83(2011) X  -   -869,731.033 (meters)                     COMP
 AB4110  NAD 83(2011) Y  - -4,696,359.907 (meters)                     COMP
 AB4110  NAD 83(2011) Z  -  4,214,272.488 (meters)                     COMP
 AB4110  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AB4110
 AB4110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4110  Standards:
 AB4110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4110  -------------------------------------------------------------------
 AB4110  NETWORK    0.40   1.12           0.19   0.12   0.57     -0.01079113
 AB4110  -------------------------------------------------------------------
 AB4110  Click here for local accuracies and other accuracy information.
 AB4110
 AB4110.The horizontal coordinates were established by GPS observations
 AB4110.and adjusted by the National Geodetic Survey in June 2012.
 AB4110
 AB4110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4110.been affixed to the stable North American tectonic plate. See 
 AB4110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4110
 AB4110.The horizontal coordinates are valid at the epoch date displayed above
 AB4110.which is a decimal equivalence of Year/Month/Day.
 AB4110
 AB4110.The orthometric height was determined by GPS observations and a
 AB4110.high-resolution geoid model.
 AB4110
 AB4110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4110.GEOID18 height accuracy estimate available here.
 AB4110
 AB4110.Click photographs - Photos may exist for this station.
 AB4110
 AB4110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4110
 AB4110.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4110
 AB4110.The ellipsoidal height was determined by GPS observations
 AB4110.and is referenced to NAD 83.
 AB4110
 AB4110. The following values were computed from the NAD 83(2011) position.
 AB4110
 AB4110;                    North         East     Units Scale Factor Converg.
 AB4110;SPC NE       -   197,861.219   459,015.835   MT  0.99966038   -0 19 33.5
 AB4110;SPC NE       -   649,149.68  1,505,954.45   sFT  0.99966038   -0 19 33.5
 AB4110;UTM  14      - 4,608,040.897   375,700.696   MT  0.99979013   -0 59 27.3
 AB4110
 AB4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4110!SPC NE       -   0.99986027  x   0.99966038  =   0.99952069
 AB4110!UTM  14      -   0.99986027  x   0.99979013  =   0.99965043
 AB4110
 AB4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7570008040(NAD 83)
 AB4110
 AB4110                          SUPERSEDED SURVEY CONTROL
 AB4110
 AB4110  NAD 83(2007)-  41 36 51.87577(N)    100 29 30.79404(W) AD(2002.00) 0
 AB4110  ELLIP H (02/10/07)  891.035  (m)                       GP(2002.00)    
 AB4110  ELLIP H (09/24/01)  891.016  (m)                       GP(       ) 4 1
 AB4110  NAD 83(1995)-  41 36 51.87547(N)    100 29 30.79367(W) AD(       ) B
 AB4110  ELLIP H (06/25/96)  891.049  (m)                       GP(       ) 1 1
 AB4110
 AB4110.Superseded values are not recommended for survey control.
 AB4110
 AB4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4110.See file dsdata.pdf to determine how the superseded data were derived.
 AB4110
 AB4110_MARKER: I = METAL ROD
 AB4110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4110_STAMPING: ROOD 1995
 AB4110_MARK LOGO: NGS
 AB4110_PROJECTION: FLUSH
 AB4110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4110+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AB4110_ROD/PIPE-DEPTH: 15.8 meters
 AB4110_SLEEVE-DEPTH  : 1.00 meters
 AB4110
 AB4110  HISTORY     - Date     Condition        Report By
 AB4110  HISTORY     - 1995     MONUMENTED       NGS
 AB4110  HISTORY     - 20030825 GOOD             NEDR
 AB4110  HISTORY     - 20150210 GOOD             JEOCON
 AB4110
 AB4110                          STATION DESCRIPTION
 AB4110
 AB4110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4110'THE MARK IS LOCATED ABOUT 9.50 MI (15.29 KM) NORTH OF STAPLETON, 8.75
 AB4110'MI (14.08 KM) SOUTH OF THE LOGAN-THOMAS COUNTY LINE, ABOUT 250 FT
 AB4110'(76.2 M) WEST OF A WINDMILL, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 AB4110'83 AND IN THE SE1/4, SEC13, T19N, R28W.  TO REACH THE MARK FROM THE
 AB4110'JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 92 AT STAPLETON, GO
 AB4110'NORTH ON THE HIGHWAY FOR 9.2 MI (14.8 KM) TO A SIDE ROAD ON THE LEFT.
 AB4110'CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MI (0.56 KM) TO A GATE ON
 AB4110'EITHER SIDE OF THE HIGHWAY AND THE MARK ON THE RIGHT, JUST SOUTH OF
 AB4110'THE EAST GATE.  THE MARK IS A STAINLESS STEEL ROD, WITH A 1.0 M (3.3
 AB4110'FT) SLEEVE, SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT IS FLUSH
 AB4110'WITH THE GROUND.  IT IS 48.0 FT (14.6 M) EAST OF THE CENTERLINE OF THE
 AB4110'HIGHWAY, 27.6 FT (8.4 M) SOUTH OF THE SOUTH GATEPOST, 1.5 FT (0.5 M)
 AB4110'WEST OF THE EAST RIGHT-OF-WAY FENCE, 3.0 FT (0.9 M) NORTH OF A WITNESS
 AB4110'POST AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE HIGHWAY.
 AB4110
 AB4110                          STATION RECOVERY (2003)
 AB4110
 AB4110'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 AB4110'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2003 (KSM) RECOVERED IN
 AB4110'GOOD CONDITION. WINDMILL IS DESTROYED.
 AB4110
 AB4110                          STATION RECOVERY (2015)
 AB4110
 AB4110'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 AB4110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0443 ***********************************************************************
 NO0443  DESIGNATION -  ROOST
 NO0443  PID         -  NO0443
 NO0443  STATE/COUNTY-  NE/CHERRY
 NO0443  COUNTRY     -  US
 NO0443  USGS QUAD   -  HUDSON LAKE (2017)
 NO0443
 NO0443                         *CURRENT SURVEY CONTROL
 NO0443  ______________________________________________________________________
 NO0443* NAD 83(1995) POSITION- 42 43 52.54475(N) 100 43 09.76436(W)   ADJUSTED
 NO0443* NAVD 88 ORTHO HEIGHT -   919.    (meters)     3015.    (feet) SCALED
 NO0443  ______________________________________________________________________
 NO0443  GEOID HEIGHT    -        -21.334 (meters)                     GEOID18
 NO0443  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 NO0443  HORZ ORDER      -  SECOND
 NO0443
 NO0443.The horizontal coordinates were established by classical geodetic methods
 NO0443.and adjusted by the National Geodetic Survey in August 1997.
 NO0443
 NO0443.The orthometric height was scaled from a topographic map.
 NO0443
 NO0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0443.GEOID18 height accuracy estimate available here.
 NO0443
 NO0443.Click photographs - Photos may exist for this station.
 NO0443
 NO0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0443
 NO0443. The following values were computed from the NAD 83(1995) position.
 NO0443
 NO0443;                    North         East     Units Scale Factor Converg.
 NO0443;SPC NE       -   322,013.949   441,093.434   MT  0.99988788   -0 28 36.2
 NO0443;SPC NE       - 1,056,474.10  1,447,154.04   sFT  0.99988788   -0 28 36.2
 NO0443;UTM  14      - 4,732,405.954   359,245.333   MT  0.99984374   -1 10 00.8
 NO0443
 NO0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0443!SPC NE       -   0.99985919  x   0.99988788  =   0.99974709
 NO0443!UTM  14      -   0.99985919  x   0.99984374  =   0.99970295
 NO0443
 NO0443:                Primary Azimuth Mark                     Grid Az
 NO0443:SPC NE       -  ROOST AZ MK                              077 25 02.4
 NO0443:UTM  14      -  ROOST AZ MK                              078 06 27.0
 NO0443
 NO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5924532405(NAD 83)
 NO0443
 NO0443|---------------------------------------------------------------------|
 NO0443| PID    Reference Object                     Distance      Geod. Az  |
 NO0443|                                                           dddmmss.s |
 NO0443| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.22.2 KM 0410331.6 |
 NO0443| CO3623 ROOST AZ MK                                        0765626.2 |
 NO0443| CO3624 ROOST RM 1                           13.445 METERS 19236     |
 NO0443| CO3625 ROOST RM 2                            6.225 METERS 33218     |
 NO0443|---------------------------------------------------------------------|
 NO0443
 NO0443                          SUPERSEDED SURVEY CONTROL
 NO0443
 NO0443  NAD 83(1986)-  42 43 52.54495(N)    100 43 09.77358(W) AD(       ) 2
 NO0443  NAD 27      -  42 43 52.52800(N)    100 43 08.27300(W) AD(       ) 2
 NO0443
 NO0443.Superseded values are not recommended for survey control.
 NO0443
 NO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0443.See file dsdata.pdf to determine how the superseded data were derived.
 NO0443
 NO0443_MARKER: DS = TRIANGULATION STATION DISK
 NO0443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0443_STAMPING: ROOST 1949
 NO0443_MARK LOGO: CGS
 NO0443_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0443
 NO0443  HISTORY     - Date     Condition        Report By
 NO0443  HISTORY     - 1949     MONUMENTED       CGS
 NO0443
 NO0443                          STATION DESCRIPTION
 NO0443
 NO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0443'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0443'LOCALLY KNOWN AS ROBBERS ROOST.  IT IS ABOUT 14.0 MILES
 NO0443'SOUTH-SOUTHEAST OF CROOKSTON, 13.0 MILES SOUTH-SOUTHWEST OF
 NO0443'VALENTINE, 2.5 MILES WEST OF GORDON CREEK, AND 4 FEET SOUTHWEST
 NO0443'OF A WITNESS POST.  IT IS A STANDARD DISK CEMENTED IN THE TOP
 NO0443'OF A 4 INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS STAMPED,
 NO0443'ROOST 1949.
 NO0443'
 NO0443'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NO0443'AND IS ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0443'IS A STANDARD REFERENCE MARK DISK CEMENTED IN THE TOP OF A 4 INCH
 NO0443'IRON PIPE THAT PROJECTS 10 INCHES.  IT IS STAMPED, ROOST NO 1
 NO0443'1949.
 NO0443'
 NO0443'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND IS
 NO0443'ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NO0443'REFERENCE MARK DISK CEMENTED IN THE TOP OF A 4 INCH IRON PIPE THAT
 NO0443'PROJECTS 8 INCHES.  IT IS STAMPED, ROOST NO 2 1949.
 NO0443'
 NO0443'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION AND IS ON THE
 NO0443'WEST END OF A SMALL SAND RIDGE, ABOUT 0.45 MILE SOUTH OF AN
 NO0443'EAST-WEST WIRE FENCE, 0.15 MILE NORTH OF TWO OLD CONCRETE TANKS,
 NO0443'AND IS MARKED BY A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 NO0443'STAMPED, ROOST 1949.
 NO0443'
 NO0443'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20
 NO0443'AND NO. 83 AT THE SOUTH END OF THE BUSINESS DISTRICT OF VALENTINE,
 NO0443'GO WEST ON U.S. HIGHWAY NO. 20 FOR 0.15 MILE TO A T-ROAD LEFT,
 NO0443'TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.45 MILE, TURN
 NO0443'RIGHT AND GO SOUTHWEST ON OILED ROAD FOR 3.6 MILES TO END OF
 NO0443'OIL ROAD, CONTINUE ON MAIN TRAVELED SAND ROAD FOR 1.55 MILES TO
 NO0443'A FORK, TAKE RIGHT FORK AND GO SOUTHWEST AND WEST FOR 2.4 MILES
 NO0443'TO A RANCH HOUSE ON THE LEFT, CONTINUE WEST ALONG THE NORTH
 NO0443'SIDE OF THE RIVER FOR 1.35 MILES TO A BRIDGE, TURN LEFT
 NO0443'ACROSS BRIDGE, TAKE RIGHT FORK AT THE SOUTH END OF BRIDGE AND
 NO0443'GO WEST AND SOUTH FOR 5.0 MILES TO A FORK AT A WHITE MAILBOX IN
 NO0443'THE CENTER OF THE FORK, TAKE LEFT FORK AND GO 1.15 MILES TO A
 NO0443'RANCH HOUSE ON THE LEFT, TAKE LEFT FORK, JUST AFTER PASSING
 NO0443'THROUGH YARD, AND GO SOUTH FOR 0.1 MILE TO A WIRE GATE ON
 NO0443'THE LEFT, TURN LEFT THROUGH GATE AND FOLLOOW TRACK ROAD
 NO0443'SOUTHWEST FOR 0.2 MILE TO A DIM FORK, TAKE RIGHT FORK AND
 NO0443'FOLLOW TRACK ROAD SOUTHEAST AND EAST FOR 0.7 MILE TO A WIRE
 NO0443'GATE ON THE RIGHT AT A FENCE CORNER, GO THROUGH WIRE GATE, JUST
 NO0443'EAST OF FENCE CORNER AND GO SOUTHEAST ON TRACK ROAD FOR 0.75
 NO0443'MILE, HERE TURN LEFT OFF OF TRACK ROAD AND GO EASTERLY UP
 NO0443'VALLEY, KEEPING ALONG THE SOUTH SIDE OF VALLEY, FOR 0.4 MILE,
 NO0443'TURN RIGHT CROSSING RIDGE FOR 0.1 MILE TO A WIRE GATE IN AN
 NO0443'EAST-WEST FENCE, ABOUT 0.1 MILE EAST-NORTHEAST OF A WINDMILL,
 NO0443'GO THROUGH GATE AND GO SOUTH ACROSS A SAND HILL TO AN OLD
 NO0443'FENCE LINE, CROSS OLD FENCE LINE AND GO SOUTH-SOUTHEAST FOR
 NO0443'0.2 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH WIRE GATE
 NO0443'AND GO EAST-SOUTHEAST FOR 0.35 MILE, TURN RIGHT AND PICK WAY
 NO0443'SOUTH FOR ABOUT 0.8 MILE TO AN EAST-WEST WIRE FENCE, GO THROUGH
 NO0443'FENCE AND CONTINUE SOUTH FOR ABOUT 0.6 MILE TO THE EAST BASE
 NO0443'OF THE HIGHEST SAND HILL AND END OF TRUCK TRAVEL, PACK SOUTHWEST
 NO0443'UP STEEP SIDE OF HILL FOR ABOUT 200 FEET TO THE SUMMIT AND THE
 NO0443'STATION.
 NO0443'
 NO0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1752 ***********************************************************************
 NM1752  DESIGNATION -  ROSE
 NM1752  PID         -  NM1752
 NM1752  STATE/COUNTY-  NE/CEDAR
 NM1752  COUNTRY     -  US
 NM1752  USGS QUAD   -  CROFTON (2017)
 NM1752
 NM1752                         *CURRENT SURVEY CONTROL
 NM1752  ______________________________________________________________________
 NM1752* NAD 83(1995) POSITION- 42 39 04.06124(N) 097 27 10.00081(W)   ADJUSTED
 NM1752* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 NM1752  ______________________________________________________________________
 NM1752  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 NM1752  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 NM1752  HORZ ORDER      -  FIRST
 NM1752
 NM1752.The horizontal coordinates were established by classical geodetic methods
 NM1752.and adjusted by the National Geodetic Survey in August 1997.
 NM1752
 NM1752.The orthometric height was scaled from a topographic map.
 NM1752
 NM1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1752.GEOID18 height accuracy estimate available here.
 NM1752
 NM1752.Click photographs - Photos may exist for this station.
 NM1752
 NM1752.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1752
 NM1752. The following values were computed from the NAD 83(1995) position.
 NM1752
 NM1752;                    North         East     Units Scale Factor Converg.
 NM1752;SPC NE       -   315,944.399   708,814.471   MT  0.99985878   +1 41 16.9
 NM1752;SPC NE       - 1,036,560.92  2,325,502.14   sFT  0.99985878   +1 41 16.9
 NM1752;UTM  14      - 4,723,234.696   626,823.945   MT  0.99979789   +1 02 54.4
 NM1752
 NM1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1752!SPC NE       -   0.99992243  x   0.99985878  =   0.99978122
 NM1752!UTM  14      -   0.99992243  x   0.99979789  =   0.99972033
 NM1752
 NM1752:                Primary Azimuth Mark                     Grid Az
 NM1752:SPC NE       -  ROSE AZ MK                               015 56 10.3
 NM1752:UTM  14      -  ROSE AZ MK                               016 34 32.8
 NM1752
 NM1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2682323234(NAD 83)
 NM1752
 NM1752|---------------------------------------------------------------------|
 NM1752| PID    Reference Object                     Distance      Geod. Az  |
 NM1752|                                                           dddmmss.s |
 NM1752| CO3626 ROSE AZ MK                                         0173727.2 |
 NM1752| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.15.0 KM 1030612.3 |
 NM1752| CO4406 ROSE RM 1                                          21005     |
 NM1752| CO4407 ROSE RM 2                                          30125     |
 NM1752| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX. 9.8 KM 3364157.3 |
 NM1752|---------------------------------------------------------------------|
 NM1752
 NM1752                          SUPERSEDED SURVEY CONTROL
 NM1752
 NM1752  NAD 83(1986)-  42 39 04.06764(N)    097 27 09.99134(W) AD(       ) 1
 NM1752  NAD 27      -  42 39 04.06600(N)    097 27 08.77800(W) AD(       ) 1
 NM1752
 NM1752.Superseded values are not recommended for survey control.
 NM1752
 NM1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1752.See file dsdata.pdf to determine how the superseded data were derived.
 NM1752
 NM1752_MARKER: DS = TRIANGULATION STATION DISK
 NM1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1752_STAMPING: ROSE 1940
 NM1752_MARK LOGO: CGS
 NM1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1752+STABILITY: SURFACE MOTION
 NM1752
 NM1752  HISTORY     - Date     Condition        Report By
 NM1752  HISTORY     - 1940     MONUMENTED       CGS
 NM1752  HISTORY     - 1948     GOOD             CGS
 NM1752
 NM1752                          STATION DESCRIPTION
 NM1752
 NM1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1752'STATION IS LOCATED ON A HIGH, BARE CULTIVATED HILL, ABOUT 5.75
 NM1752'MILES SW OF FORDYCE AND 5.75 MILES SSE OF CROFTON, ON LAND OWNED
 NM1752'BY OTTO WOOCKMAN, WHO LIVES ABOUT 0.5 MILE EAST OF THE STATION.
 NM1752'IT IS ABOUT 125 YARDS NE OF THE CENTER OF SEC. 20, T31N, R1W.
 NM1752'
 NM1752'STATION MARK IS STAMPED ROSE 1940 AND PROJECTS 6 INCHES.  IT
 NM1752'IS 15 FEET WEST OF FENCE.
 NM1752'
 NM1752'TO REACH THE STATION FROM THE HARTINGTON HOTEL IN HARTINGTON,
 NM1752'GO WEST 0.25 MILE TO A GRAVEL ROAD LEFT, SOUTH.  TURN LEFT AND
 NM1752'GO 0.6 MILE TO STATE HIGHWAY 84, TURN RIGHT, WEST ON STATE
 NM1752'HIGHWAY 84 AND GO 8 MILES TO A CROSS ROAD.  TURN RIGHT, NORTH AND
 NM1752'GO 3 MILES TO A CROSS ROAD.  TURN LEFT, WEST AND GO 0.2 MILE
 NM1752'TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF THE ROAD.
 NM1752'CONTINUE WEST 0.3 MILE TO A FARM LANE TO THE LEFT, JUST EAST OF A
 NM1752'SCHOOLHOUSE.  TURN LEFT, SOUTH AND FOLLOW FARM LANE 0.2
 NM1752'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND
 NM1752'GO 0.2 MILE SOUTHEAST ACROSS FIELD TO HIGHEST POINT AND
 NM1752'STATION.
 NM1752'
 NM1752'R.M. NO. 1 IS STAMPED ROSE NO. 1 1940 AND PROJECTS 2 INCHES.
 NM1752'IT IS 0.1 MILE EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN
 NM1752'EAST-WEST FENCE.
 NM1752'
 NM1752'R.M. NO. 2 IS STAMPED ROSE NO. 2 1940 AND PROJECTS 4 INCHES.
 NM1752'IT IS 0.15 MILE SOUTH OF A WIRE GATE AND 1 FOOT EAST OF A
 NM1752'NORTH-SOUTH FENCE.
 NM1752'
 NM1752'THE AZIMUTH MARK IS STAMPED ROSE 1940 AND PROJECTS 4 INCHES.
 NM1752'IT IS 1 FOOT SOUTH OF A FENCE, 29 FEET NORTH OF THE CENTER OF
 NM1752'A DIRT ROAD AND 11 FEET EAST OF A FENCE CORNER.
 NM1752
 NM1752                          STATION RECOVERY (1948)
 NM1752
 NM1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1752'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1752'TO BE IN GOOD CONDITION.  THERE ARE A FEW MINOR CHANGES IN THE
 NM1752'DESCRIPTION SO A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM1752'
 NM1752'STATION IS LOCATED ON A HIGH, BARE, CULTIVATED HILL ABOUT 5.75
 NM1752'MILES SOUTHWEST OF FORDYCE AND 5.75 MILES SOUTH SOUTHEAST OF
 NM1752'CROFTON AND ABOUT 0.5 MILE WEST OF FARM.  THE MARK PROJECTS
 NM1752'ABOUT 6 INCHES AND THE DISK IS STAMPED ROSE 1940.
 NM1752'
 NM1752'REFERENCE MARK NO. 1 IS APPROXIMATELY 0.2 MILE SOUTH SOUTHWEST
 NM1752'OF STATION, 0.1 MILE EAST OF FENCECORNER AND 1 FOOT NORTH OF
 NM1752'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NM1752'ROSE NO 1 1940.
 NM1752'
 NM1752'REFERENCE MARK NO. 2 IS APPROXIMATELY 0.2 MILE NORTHWEST OF STATION,
 NM1752'30 FEET SOUTH OF FENCECORNER AND 1 FOOT EAST OF FENCE.  THE
 NM1752'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROSE NO
 NM1752'2 1940.
 NM1752'
 NM1752'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH NORTHEAST OF STATION,
 NM1752'27 FEET NORTH OF APPROXIMATE CENTERLINE OF DIRT ROAD, 11 FEET
 NM1752'EAST OF FENCECORNER, 2 FEET WEST OF WITNESS POST AND 1 FOOT
 NM1752'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1752'IS STAMPED ROSE 1940.
 NM1752'
 NM1752'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 15 IN
 NM1752'CROFTON GO EAST ON STATE HIGHWAY 12 FOR 4.1 MILES TO A T ROAD
 NM1752'LEFT.  TURN LEFT ON DIRT ROAD CROSSING RAILROAD TRACKS AND GO
 NM1752'SOUTH FOR 3.45 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST FOR
 NM1752'0.2 MILE TO AZIMUTH MARK ON THE RIGHT OR NORTH SIDE OF ROAD AS
 NM1752'DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO A DRIVEWAY ON LEFT
 NM1752'LEADING SOUTH ACROSS THE EAST SIDE OF A SCHOOL YARD.  TURN LEFT AND
 NM1752'GO SOUTH PASSING THROUGH GATE IN SOUTHEAST CORNER OF SCHOOL YARD
 NM1752'FOR 0.1 MILE TO GATE ON LEFT.  TURN LEFT AND GO EAST ALONG
 NM1752'SOUTH SIDE OF FENCE FOR 0.2 MILE TO DIVIDING LINE BETWEEN
 NM1752'FIELDS.  TURN RIGHT AND GO SOUTH BETWEEN THE TWO FIELDS FOR
 NM1752'0.25 MILE TO TOP OF RIDGE AND STATION ABOUT 35 YARDS WEST OF
 NM1752'LINE BETWEEN FIELDS.
 NM1752'
 NM1752'A 100 FOOT SIGNAL AT STATION SCHMIDT 1935 IS VISIBLE FROM THE GROUND.
 NM1752'
 NM1752'AN 87 FOOT SIGNAL AT STATION PEORIA 1940 IS VISIBLE FROM THE GROUND.
 NM1752'
 NM1752'HEIGHT OF LIGHTS ABOVE STATION - 1 METER
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0755 ***********************************************************************
 NN0755  DESIGNATION -  ROSE
 NN0755  PID         -  NN0755
 NN0755  STATE/COUNTY-  NE/ROCK
 NN0755  COUNTRY     -  US
 NN0755  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0755
 NN0755                         *CURRENT SURVEY CONTROL
 NN0755  ______________________________________________________________________
 NN0755* NAD 83(1995) POSITION- 42 09 20.44249(N) 099 27 54.64624(W)   ADJUSTED
 NN0755* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 NN0755  ______________________________________________________________________
 NN0755  GEOID HEIGHT    -        -22.832 (meters)                     GEOID18
 NN0755  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 NN0755  HORZ ORDER      -  SECOND
 NN0755
 NN0755.The horizontal coordinates were established by classical geodetic methods
 NN0755.and adjusted by the National Geodetic Survey in August 1997.
 NN0755
 NN0755.The orthometric height was scaled from a topographic map.
 NN0755
 NN0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0755.GEOID18 height accuracy estimate available here.
 NN0755
 NN0755.Click photographs - Photos may exist for this station.
 NN0755
 NN0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0755
 NN0755. The following values were computed from the NAD 83(1995) position.
 NN0755
 NN0755;                    North         East     Units Scale Factor Converg.
 NN0755;SPC NE       -   257,981.583   544,189.586   MT  0.99972286   +0 21 15.9
 NN0755;SPC NE       -   846,394.58  1,785,395.33   sFT  0.99972286   +0 21 15.9
 NN0755;UTM  14      - 4,667,165.968   461,568.941   MT  0.99961817   -0 18 43.9
 NN0755
 NN0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0755!SPC NE       -   0.99988404  x   0.99972286  =   0.99960693
 NN0755!UTM  14      -   0.99988404  x   0.99961817  =   0.99950226
 NN0755
 NN0755:                Primary Azimuth Mark                     Grid Az
 NN0755:SPC NE       -  ROSE AZ MK                               191 36 50.1
 NN0755:UTM  14      -  ROSE AZ MK                               192 16 49.9
 NN0755
 NN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6156867165(NAD 83)
 NN0755
 NN0755|---------------------------------------------------------------------|
 NN0755| PID    Reference Object                     Distance      Geod. Az  |
 NN0755|                                                           dddmmss.s |
 NN0755| CO4409 ROSE RM 1                             4.319 METERS 07750     |
 NN0755| CO4410 ROSE RM 2                             4.274 METERS 17346     |
 NN0755| CO4408 ROSE AZ MK                                         1915806.0 |
 NN0755|---------------------------------------------------------------------|
 NN0755
 NN0755                          SUPERSEDED SURVEY CONTROL
 NN0755
 NN0755  NAD 83(1986)-  42 09 20.44728(N)    099 27 54.65858(W) AD(       ) 2
 NN0755  NAD 27      -  42 09 20.43900(N)    099 27 53.24700(W) AD(       ) 2
 NN0755
 NN0755.Superseded values are not recommended for survey control.
 NN0755
 NN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0755.See file dsdata.pdf to determine how the superseded data were derived.
 NN0755
 NN0755_MARKER: DS = TRIANGULATION STATION DISK
 NN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0755_STAMPING: ROSE 1949
 NN0755_MARK LOGO: CGS
 NN0755_PROJECTION: FLUSH
 NN0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0755+STABILITY: SURFACE MOTION
 NN0755
 NN0755  HISTORY     - Date     Condition        Report By
 NN0755  HISTORY     - 1949     MONUMENTED       CGS
 NN0755
 NN0755                          STATION DESCRIPTION
 NN0755
 NN0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0755'THE STATION IS LOCATED ABOUT 0.35 MILE NORTHEAST OF THE ROSE
 NN0755'POST OFFICE AND 0.15 MILE EAST OF U.S. HIGHWAY 183 ON THE
 NN0755'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS ANTELOPE HILL AND ON
 NN0755'LAND OWNED BY MR. G.W. SWINNEY.  IT IS STAMPED ROSE 1949 AND
 NN0755'SET FLUSH WITH THE GROUND SURFACE.
 NN0755'
 NN0755'REFERENCE MARK NO 1 IS EAST OF THE STATION AND ON APPROXIMATELY
 NN0755'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED ROSE
 NN0755'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0755'
 NN0755'REFERENCE MARK NO 2 IS SOUTH OF THE STATION AND ON APPROXIMATELY
 NN0755'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED ROSE
 NN0755'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0755'
 NN0755'THE AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH-SOUTHWEST OF THE STATION,
 NN0755'0.45 MILE SOUTH OF THE ROSE POST OFFICE, 35 FEET WEST OF THE
 NN0755'CENTER OF U.S. HIGHWAY 183, 2 FEET NORTH OF WITNESS POST AND
 NN0755'1 FOOT EAST OF FENCE LINE.  IT IS STAMPED ROSE 1949 AND PROJECTS
 NN0755'4 INCHES.  TO REACH FROM THE ROSE POST OFFICE, GO SOUTH ON
 NN0755'HIGHWAY FOR 0.45 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 NN0755'
 NN0755'TO REACH FROM THE ROSE POST OFFICE, WHICH IS 32.5 MILES SOUTH
 NN0755'OF BASSETT AND 32.0 MILES NORTH OF TAYLOR ON U.S. HIGHWAY 183,
 NN0755'GO THROUGH GATE ON EAST SIDE OF HIGHWAY OPPOSITE THE ROSE POST
 NN0755'OFFICE, TURN LEFT AND GO NORTH ALONG EAST SIDE OF FENCE LINE
 NN0755'FOR 0.25 MILE, TURN RIGHT AND GO EAST-NORTHEAST ACROSS PASTURE
 NN0755'FOR 0.15 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 NN0755'
 NN0755'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'A 4 FOOT SIGNAL AT STATION LINE IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0579 ***********************************************************************
 MN0579  DESIGNATION -  ROSE
 MN0579  PID         -  MN0579
 MN0579  STATE/COUNTY-  NE/KIMBALL
 MN0579  COUNTRY     -  US
 MN0579  USGS QUAD   -  BENNETT RESERVOIR EAST (2017)
 MN0579
 MN0579                         *CURRENT SURVEY CONTROL
 MN0579  ______________________________________________________________________
 MN0579* NAD 83(1995) POSITION- 41 22 06.08140(N) 103 35 15.33868(W)   ADJUSTED
 MN0579* NAVD 88 ORTHO HEIGHT -  1470.    (meters)     4823.    (feet) SCALED
 MN0579  ______________________________________________________________________
 MN0579  GEOID HEIGHT    -        -18.872 (meters)                     GEOID18
 MN0579  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 MN0579  HORZ ORDER      -  SECOND
 MN0579
 MN0579.The horizontal coordinates were established by classical geodetic methods
 MN0579.and adjusted by the National Geodetic Survey in August 1997.
 MN0579
 MN0579.The orthometric height was scaled from a topographic map.
 MN0579
 MN0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0579.GEOID18 height accuracy estimate available here.
 MN0579
 MN0579.Click photographs - Photos may exist for this station.
 MN0579
 MN0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0579
 MN0579. The following values were computed from the NAD 83(1995) position.
 MN0579
 MN0579;                    North         East     Units Scale Factor Converg.
 MN0579;SPC NE       -   176,650.826   200,031.527   MT  0.99966146   -2 22 39.0
 MN0579;SPC NE       -   579,561.92    656,270.10   sFT  0.99966146   -2 22 39.0
 MN0579;UTM  13      - 4,580,611.707   618,123.262   MT  0.99977172   +0 56 00.8
 MN0579
 MN0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0579!SPC NE       -   0.99977249  x   0.99966146  =   0.99943402
 MN0579!UTM  13      -   0.99977249  x   0.99977172  =   0.99954426
 MN0579
 MN0579:                Primary Azimuth Mark                     Grid Az
 MN0579:SPC NE       -  ROSE AZ MK                               301 54 16.3
 MN0579:UTM  13      -  ROSE AZ MK                               298 35 36.5
 MN0579
 MN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1812380611(NAD 83)
 MN0579
 MN0579|---------------------------------------------------------------------|
 MN0579| PID    Reference Object                     Distance      Geod. Az  |
 MN0579|                                                           dddmmss.s |
 MN0579| CP8530 ROSE RM 1                            27.834 METERS 13450     |
 MN0579| CP8531 ROSE RM 2                            25.857 METERS 22256     |
 MN0579| CP8529 ROSE AZ MK                                         2993137.3 |
 MN0579|---------------------------------------------------------------------|
 MN0579
 MN0579                          SUPERSEDED SURVEY CONTROL
 MN0579
 MN0579  NAD 83(1993)-  41 22 06.08075(N)    103 35 15.33823(W) AD(       ) 2
 MN0579  NAD 83(1986)-  41 22 06.07256(N)    103 35 15.33876(W) AD(       ) 2
 MN0579  NAD 27      -  41 22 06.15150(N)    103 35 13.55420(W) AD(       ) 2
 MN0579
 MN0579.Superseded values are not recommended for survey control.
 MN0579
 MN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0579.See file dsdata.pdf to determine how the superseded data were derived.
 MN0579
 MN0579_MARKER: DS = TRIANGULATION STATION DISK
 MN0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0579_STAMPING: ROSE 1963
 MN0579_MARK LOGO: CGS
 MN0579_PROJECTION: FLUSH
 MN0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0579+STABILITY: SURFACE MOTION
 MN0579
 MN0579  HISTORY     - Date     Condition        Report By
 MN0579  HISTORY     - 1963     MONUMENTED       CGS
 MN0579
 MN0579                          STATION DESCRIPTION
 MN0579
 MN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0579'THE STATION IS LOCATED 10-1/2 MILES NORTH-NORTHWEST OF DIX,
 MN0579'AND 10 MILES NORTH-NORTHEAST OF KIMBALL.  IT IS ON A LOCALLY
 MN0579'PROMINENT, LOW, FLAT-TOPPED HILL IN PASTURE LAND OWNED AT
 MN0579'PRESENT BY OMAR SWEARINGEN.
 MN0579'
 MN0579'TO REACH THE STATION FROM THE POST OFFICE IN KIMBALL GO NORTH
 MN0579'ON WALNUT ST. 1 BLOCK TO 1ST STREET.  TURN LEFT AND GO WEST
 MN0579'ON 1ST STREET TO STATE HIGHWAY 71.  TURN RIGHT AND GO NORTH ON
 MN0579'STATE HIGHWAY 71 FOR 9.0 MILES TO A GRADED, GRAVELED CROSSROAD.
 MN0579'TURN RIGHT AND GO EAST 4.1 MILES TO A SIDE ROAD ON THE RIGHT.
 MN0579'THE STATION IS ALMOST DIRECTLY NORTH OF THIS POINT ON THE HIGH
 MN0579'GROUND.  THE ROUTE TO DRIVE WILL DEPEND ON CULTIVATION IN
 MN0579'THE FIELD TO THE NORTH.  GO NORTH ON UNCULTIVATED GROUND 0.3
 MN0579'MILE TO AN EAST-WEST FENCE LINE.  THERE IS A GATE AND LOADING
 MN0579'CHUTE ABOUT 0.1 MILE WEST OF THE STATION IN THIS FENCE LINE.
 MN0579'PASS THROUGH GATE AND GO EAST ON NORTH SIDE OF FENCE 0.1
 MN0579'MILE TO TOP OF HILL AND STATION.
 MN0579'
 MN0579'THE STATION MARK IS A STANDARD DISK STAMPED ROSE 1963 CEMENTED
 MN0579'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT SET FLUSH
 MN0579'WITH THE SURFACE OF THE GROUND.  IT IS 64.4 FEET NORTH OF A
 MN0579'METAL WITNESS POST IN THE EAST-WEST FENCE LINE.
 MN0579'
 MN0579'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROSE NO
 MN0579'1 1963 CEMENTED IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 MN0579'MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73.3
 MN0579'FEET EAST OF THE METAL WITNESS POST, 1 FOOT NORTH OF THE
 MN0579'EAST-WEST FENCE LINE, AND AT THE SAME ELEVATION AS THE STATION.
 MN0579'
 MN0579'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROSE NO
 MN0579'2 1963 CEMENTED IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 MN0579'MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MN0579'49.2 FEET WEST OF THE METAL WITNESS POST, 1 FOOT NORTH OF
 MN0579'THE EAST-WEST FENCE LINE, AND AT THE SAME ELEVATION AS THE
 MN0579'STATION.
 MN0579'
 MN0579'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROSE 1963 CEMENTED
 MN0579'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT SET FLUSH
 MN0579'WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A
 MN0579'METAL WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MN0579'
 MN0579'TO REACH THE AZIMUTH MARK FROM THE GATE AND LOADING CHUTE
 MN0579'MENTIONED ABOVE, GO NORTH AND NORTHWEST ALONG EAST SIDE OF
 MN0579'FENCE 0.3 MILE ON TRACK ROAD TO A DIM FORK.  TAKE LEFT FORK
 MN0579'AND GO WEST 0.2 MILE TO THE MARK IN THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0757 ***********************************************************************
 NN0757  DESIGNATION -  ROSE HILL
 NN0757  PID         -  NN0757
 NN0757  STATE/COUNTY-  NE/ROCK
 NN0757  COUNTRY     -  US
 NN0757  USGS QUAD   -  STONEHOUSE RANCH NW (2017)
 NN0757
 NN0757                         *CURRENT SURVEY CONTROL
 NN0757  ______________________________________________________________________
 NN0757* NAD 83(1995) POSITION- 42 12 32.31053(N) 099 22 44.06384(W)   ADJUSTED
 NN0757* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 NN0757  ______________________________________________________________________
 NN0757  GEOID HEIGHT    -        -22.911 (meters)                     GEOID18
 NN0757  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 NN0757  HORZ ORDER      -  FIRST
 NN0757
 NN0757.The horizontal coordinates were established by classical geodetic methods
 NN0757.and adjusted by the National Geodetic Survey in August 1997.
 NN0757
 NN0757.The orthometric height was scaled from a topographic map.
 NN0757
 NN0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0757.GEOID18 height accuracy estimate available here.
 NN0757
 NN0757.Click photographs - Photos may exist for this station.
 NN0757
 NN0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0757
 NN0757. The following values were computed from the NAD 83(1995) position.
 NN0757
 NN0757;                    North         East     Units Scale Factor Converg.
 NN0757;SPC NE       -   263,947.499   551,275.260   MT  0.99973386   +0 24 41.7
 NN0757;SPC NE       -   865,967.75  1,808,642.25   sFT  0.99973386   +0 24 41.7
 NN0757;UTM  14      - 4,673,048.402   468,722.714   MT  0.99961204   -0 15 16.4
 NN0757
 NN0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0757!SPC NE       -   0.99988170  x   0.99973386  =   0.99961560
 NN0757!UTM  14      -   0.99988170  x   0.99961204  =   0.99949379
 NN0757
 NN0757:                Primary Azimuth Mark                     Grid Az
 NN0757:SPC NE       -  ROSE HILL AZ MK                          196 28 34.0
 NN0757:UTM  14      -  ROSE HILL AZ MK                          197 08 32.1
 NN0757
 NN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6872273048(NAD 83)
 NN0757
 NN0757|---------------------------------------------------------------------|
 NN0757| PID    Reference Object                     Distance      Geod. Az  |
 NN0757|                                                           dddmmss.s |
 NN0757| CO4412 ROSE HILL RM 1                                     01814     |
 NN0757| CO4413 ROSE HILL RM 2                                     10400     |
 NN0757| CO4411 ROSE HILL AZ MK                                    1965315.7 |
 NN0757|---------------------------------------------------------------------|
 NN0757
 NN0757                          SUPERSEDED SURVEY CONTROL
 NN0757
 NN0757  NAD 83(1986)-  42 12 32.31562(N)    099 22 44.07528(W) AD(       ) 1
 NN0757  NAD 27      -  42 12 32.31100(N)    099 22 42.66900(W) AD(       ) 1
 NN0757
 NN0757.Superseded values are not recommended for survey control.
 NN0757
 NN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0757.See file dsdata.pdf to determine how the superseded data were derived.
 NN0757
 NN0757_MARKER: DS = TRIANGULATION STATION DISK
 NN0757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0757_STAMPING: ROSE HILL 1949
 NN0757_MARK LOGO: CGS
 NN0757_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0757
 NN0757  HISTORY     - Date     Condition        Report By
 NN0757  HISTORY     - 1949     MONUMENTED       CGS
 NN0757
 NN0757                          STATION DESCRIPTION
 NN0757
 NN0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0757'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 4.0 MILES
 NN0757'NORTH OF THE ROSE POST OFFICE AND ABOUT 1-1/2 MILES EAST AND
 NN0757'1/2 MILE NORTH OF THE ROSE HILL CHURCH ON THE HIGHEST POINT
 NN0757'OF A PROMINENT POINTED SAND HILL ABOUT 0.15 MILE EAST OF
 NN0757'NORTH-SOUTH FENCE LINE AND ABOUT 0.4 MILE SOUTH OF EAST-WEST
 NN0757'FENCE LINE AND 7 FEET NORTH OF WITNESS POST.  THE DISK IS
 NN0757'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0757'IT IS STAMPED ROSE HILL 1949 AND PROJECTS 1 FOOT.
 NN0757'
 NN0757'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION.  IT
 NN0757'IS STAMPED ROSE HILL NO 1 1949 AND PROJECTS 5 INCHES.
 NN0757'
 NN0757'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, SET
 NN0757'ON THE EAST SLOPE OF THE HILL.  IT IS STAMPED ROSE HILL NO
 NN0757'2 1949 AND PROJECTS 3 INCHES.
 NN0757'
 NN0757'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE
 NN0757'STATION, ON THE HIGH POINT OF THE RIDGE TO THE SOUTH, 1 FOOT
 NN0757'EAST OF NORTH-SOUTH FENCE LINE AND 3 FEET NORTH OF WITNESS
 NN0757'POST.  IT IS STAMPED ROSE HILL 1949 AND PROJECTS 4 INCHES.
 NN0757'
 NN0757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NN0757'AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON U.S.
 NN0757'HIGHWAY 183 TOWARDS TAYLOR FOR 29.0 MILES TO CROSSROAD AND
 NN0757'SIGN ON RIGHT POINTING TO DUFF, TURN LEFT AND GO EAST ON DIRT
 NN0757'ROAD FOR 2.9 MILES TO CROSSROAD AND ROSE HILL CHURCH ON
 NN0757'RIGHT, CONTINUE STRAIGHT AHEAD EAST ON TRACK ROAD FOR 0.6
 NN0757'MILE TO POINT WHERE ROAD TURNS LEFT JUST AFTER PASSING HOUSE
 NN0757'ON RIGHT, CONTINUE STRAIGHT AHEAD EAST TO WIRE GATE IN FENCE
 NN0757'LINE, PASS THROUGH GATE AND CONTINUE EAST ALONG NORTH SIDE OF
 NN0757'FENCE LINE FOR 0.1 MILE TO WIRE GATE IN SOUTHEAST CORNER OF
 NN0757'PASTURE, PASS THROUGH GATE AND FOLLOW MAIN TRACK ROAD EAST
 NN0757'AND NORTHEAST ACROSS PASTURE FOR 0.7 MILE, LEAVE ROAD AND
 NN0757'CONTINUE NORTHEAST ACROSS PASTURE FOR 0.2 MILE TO
 NN0757'NORTH-SOUTH FENCE LINE AND AZIMUTH MARK AS DESCRIBED, TURN
 NN0757'LEFT AND FOLLOW FENCE LINE NORTH FOR ABOUT 0.25 MILE TO END
 NN0757'OF TRUCK TRAVEL ABOUT 0.15 MILE WEST OF HIGH SAND HILL AND
 NN0757'STATION AS DESCRIBED.  TRUCKS CAN BE DRIVEN ALMOST TO
 NN0757'STATION BY TAKING FENCE LINE DOWN AND PICKING WAY AROUND
 NN0757'TO EAST SIDE OF STATION.
 NN0757'
 NN0757'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION ROSE IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION ROCK IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 74 FOOT SIGNAL AT STATION BLAINE 1934 IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1196 ***********************************************************************
 LH1196  DESIGNATION -  ROSELAND RESET
 LH1196  PID         -  LH1196
 LH1196  STATE/COUNTY-  NE/ADAMS
 LH1196  COUNTRY     -  US
 LH1196  USGS QUAD   -  ROSELAND (2017)
 LH1196
 LH1196                         *CURRENT SURVEY CONTROL
 LH1196  ______________________________________________________________________
 LH1196* NAD 83(1995) POSITION- 40 26 15.60763(N) 098 30 55.09537(W)   ADJUSTED
 LH1196* NAVD 88 ORTHO HEIGHT -   590.    (meters)     1936.    (feet) SCALED
 LH1196  ______________________________________________________________________
 LH1196  GEOID HEIGHT    -        -25.437 (meters)                     GEOID18
 LH1196  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 LH1196  HORZ ORDER      -  THIRD
 LH1196
 LH1196.The horizontal coordinates were established by classical geodetic methods
 LH1196.and adjusted by the National Geodetic Survey in August 1997.
 LH1196
 LH1196.The orthometric height was scaled from a topographic map.
 LH1196
 LH1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1196.GEOID18 height accuracy estimate available here.
 LH1196
 LH1196.Click photographs - Photos may exist for this station.
 LH1196
 LH1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1196
 LH1196. The following values were computed from the NAD 83(1995) position.
 LH1196
 LH1196;                    North         East     Units Scale Factor Converg.
 LH1196;SPC NE       -    68,181.516   625,943.233   MT  0.99983075   +0 59 02.1
 LH1196;SPC NE       -   223,692.19  2,053,615.42   sFT  0.99983075   +0 59 02.1
 LH1196;UTM  14      - 4,476,448.797   541,108.205   MT  0.99962080   +0 18 51.8
 LH1196
 LH1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1196!SPC NE       -   0.99991141  x   0.99983075  =   0.99974217
 LH1196!UTM  14      -   0.99991141  x   0.99962080  =   0.99953224
 LH1196
 LH1196:                Primary Azimuth Mark                     Grid Az
 LH1196:SPC NE       -  ROSELAND AZ MK 2                         091 07 48.7
 LH1196:UTM  14      -  ROSELAND AZ MK 2                         091 47 59.0
 LH1196
 LH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4110876448(NAD 83)
 LH1196
 LH1196|---------------------------------------------------------------------|
 LH1196| PID    Reference Object                     Distance      Geod. Az  |
 LH1196|                                                           dddmmss.s |
 LH1196| CN9630 ROSELAND RM 3                        43.577 METERS 00054     |
 LH1196| CN9627 ROSELAND AZ MK 2                                   0920650.8 |
 LH1196| CN9626 ROSELAND AZ MK                                     0921542.9 |
 LH1196| LH1195 AYR SERVICE PIPE LINE CO TANK       APPROX. 6.4 KM 0955324.0 |
 LH1196| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.12.9 KM 1543458.0 |
 LH1196| CN9628 ROSELAND RM 1                        33.743 METERS 15554     |
 LH1196| CN9629 ROSELAND RM 2                        26.468 METERS 25217     |
 LH1196|---------------------------------------------------------------------|
 LH1196
 LH1196                          SUPERSEDED SURVEY CONTROL
 LH1196
 LH1196  NAD 83(1986)-  40 26 15.61454(N)    098 30 55.09492(W) AD(       ) 3
 LH1196  NAD 27      -  40 26 15.56000(N)    098 30 53.87100(W) AD(       ) 3
 LH1196
 LH1196.Superseded values are not recommended for survey control.
 LH1196
 LH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1196.See file dsdata.pdf to determine how the superseded data were derived.
 LH1196
 LH1196_MARKER: DS = TRIANGULATION STATION DISK
 LH1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1196_STAMPING: ROSELAND 1951 1967
 LH1196_MARK LOGO: CGS
 LH1196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LH1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1196+STABILITY: SURFACE MOTION
 LH1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1196+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 LH1196
 LH1196  HISTORY     - Date     Condition        Report By
 LH1196  HISTORY     - 1967     MONUMENTED       CGS
 LH1196  HISTORY     - 1967     GOOD             CGS
 LH1196  HISTORY     - 19980714 GOOD             NEDR
 LH1196  HISTORY     - 20191212 GOOD             NEGS
 LH1196
 LH1196                          STATION DESCRIPTION
 LH1196
 LH1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RLE)
 LH1196'THE STATION IS ABOUT 4 MILES SOUTHEAST OF ROSELAND AND 4 MILES
 LH1196'WEST OF AYR.  IT IS NEAR THE SOUTHWEST CORNER OF A TRIANGULAR
 LH1196'PLOT OF GROUND FORMED BY A CROSSROAD INTERSECTION AND STATE
 LH1196'HIGHWAY 74, 74 FEET NORTH FROM THE CENTER OF AN EAST-WEST
 LH1196'DIRT ROAD, 51 FEET EAST FROM THE CENTER OF A NORTH-SOUTH DIRT
 LH1196'ROAD, 31 FEET NORTHEAST OF A TELEPHONE POLE AND 1.5 FEET
 LH1196'EAST-SOUTHEAST OF A WITNESS POST.  IT IS STAMPED ROSELAND
 LH1196'1951 AND PROJECTS 5 INCHES.
 LH1196'
 LH1196'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE, 84 FEET EAST FROM
 LH1196'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 31 FEET SOUTH FROM THE
 LH1196'CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT WEST OF A TELEPHONE
 LH1196'POLE.  IT IS STAMPED ROSELAND NO 1 1951 AND PROJECTS 3 INCHES.
 LH1196'
 LH1196'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 48 FEET NORTH
 LH1196'FROM THE CENTER OF AN EAST-WEST DIRT ROAD AND 31 FEET WEST FROM
 LH1196'THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED ROSELAND
 LH1196'NO 2 1951 AND PROJECTS 5 INCHES.
 LH1196'
 LH1196'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1196'NO. 2 IS 148.2 FEET.
 LH1196'
 LH1196'THE AZIMUTH MARK IS 34 FEET SOUTH FROM THE CENTER OF STATE
 LH1196'HIGHWAY 74, 1.5 FEET WEST FROM A TELEPHONE POLE AND 1.5 FEET
 LH1196'WEST FROM A WITNESS POST.  IT IS STAMPED ROSELAND 1951 AND
 LH1196'PROJECTS 5 INCHES.
 LH1196'
 LH1196'TO REACH THE STATION FROM THE POST OFFICE IN AYR, GO WEST ON
 LH1196'STATE HIGHWAY 74 FOR 3.65 MILES TO THE AZIMUTH MARK ON THE
 LH1196'LEFT AS DESCRIBED.  CONTINUE WEST 0.4 MILE TO WHERE STATE
 LH1196'HIGHWAY 74 CURVES TO THE NORTH AND A DIRT ROAD STRAIGHT AHEAD,
 LH1196'GO WEST ON A DIRT ROAD FOR 0.05 MILE TO A CROSSROAD AND THE
 LH1196'STATION ON THE RIGHT AS DESCRIBED.
 LH1196
 LH1196                          STATION RECOVERY (1967)
 LH1196
 LH1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LH1196'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LH1196'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 LH1196'DESTROYED.  THE AZIMUTH MARK WAS DESTROYED DURING PIPELINE
 LH1196'CONSTRUCTION AND THE MARK WAS RESET BY A FARMER WHO LIVES NEAR BY.
 LH1196'
 LH1196'THE SURFACE MARK WAS LOWERED, REFERENCE MARK NO. 3 WAS SET,
 LH1196'AND A NEW AZIMUTH WAS OBTAINED FOR THE RESET AZIMUTH MARK.
 LH1196'
 LH1196'FOLLOWING IS A NEW DESCRIPTION.
 LH1196'
 LH1196'TO REACH THE STATION FROM THE POST OFFICE IN AYR, GO WEST ON
 LH1196'STATE HIGHWAY 74 FOR 3.55 MILES TO A FIELD ROAD AND THE AZIMUTH
 LH1196'MARK ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 74 FOR 0.45
 LH1196'MILE TO WHERE 74 CURVES TO THE NORTH AND A GRAVELED ROAD
 LH1196'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, WEST, FOR 0.05 MILE
 LH1196'TO A CROSSROAD AND THE STATION IS NEAR THE SOUTHWEST CORNER
 LH1196'OF A TRIANGULAR PLOT OF GROUND FORMED BY THE CROSSROAD AND
 LH1196'STATE HIGHWAY 74.
 LH1196'
 LH1196'STATION MARK, A STANDARD DISK STAMPED ROSELAND 1951 1967, IS
 LH1196'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LH1196'THE SURFACE OF THE GROUND.  IT IS 74 FEET NORTH OF THE CENTER
 LH1196'OF AN EAST-WEST ROAD AND 51 FEET EAST OF A NORTH-SOUTH ROAD.
 LH1196'
 LH1196'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSELAND NO. 2 1951,
 LH1196'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LH1196'INCHES.  IT IS 48 FEET NORTH OF AN EAST-WEST ROAD AND 31 FEET
 LH1196'WEST OF A NORTH-SOUTH ROAD.
 LH1196'
 LH1196'REFERENCE MARK NO. 3 A STANDARD DISK STAMPED ROSELAND 1951 NO. 3
 LH1196'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LH1196'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET
 LH1196'SOUTH-SOUTHEAST OF THE NORTH POINT OF THE TRIANGLE FORMED BY
 LH1196'THE ROADS, 52 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 LH1196'AND 36 FEET WEST OF THE CENTER OF CURVE ON STATE HIGHWAY 74.
 LH1196'
 LH1196'AZIMUTH MARK, A STANDARD DISK STAMPED ROSELAND 1951 AZ. 2 1967,
 LH1196'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LH1196'3 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LH1196'74, 11 FEET WEST OF THE CENTER OF THE FIELD ROAD, 0.5 FOOT
 LH1196'SOUTH OF A WHITE WOODEN POST, AND 0.5 FOOT NORTH OF A RED AND
 LH1196'WHITE PIPE ABOUT 7 FEET HIGH AND THE PIPE HAS A SIGN WARNING
 LH1196'GAS PIPELINE.
 LH1196'
 LH1196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 LH1196'WEST OF AYR.
 LH1196
 LH1196                          STATION RECOVERY (1998)
 LH1196
 LH1196'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1196'RECOVERED IN GOOD CONDITION, ABOUT 4.O MI WEST OF AYR, 2.8 MI (4.5 KM)
 LH1196'SOUTHEAST OF ROSELAND, SOUTHWEST OF THE MIDDLE OF A CURVE OF STATE
 LH1196'HIGHWAY 74, NEAR THE SOUTHWEST CORNER OF A TRIANGULAR SHAPED AREA OF
 LH1196'THE JUNCTION OF 2 COUNTY ROADS AND THE HIGHWAY, ON ROAD RIGHT-OF-WAY
 LH1196'AND NEAR THE SOUTHWEST CORNER OF SEC36, T6N, R11W.  TO REACH FROM THE
 LH1196'RAILROAD CROSSING ON STATE HIGHWAY 74, IN AYR, GO WEST ON THE HIGHWAY
 LH1196'FOR 4.0 MI (6.4 KM) TO A CURVE TO THE NORTH AND THE JUNCTION WITH A
 LH1196'GRAVELED ROAD LEADING WEST.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 LH1196'0.05 MI (0.08 KM) TO AN INTERSECTION WITH A NORTH-SOUTH GRAVELED ROAD
 LH1196'AND THE STATION ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE
 LH1196'INTERSECTION.  IT IS A STANDARD DISK, SET INTO THE TOP OF A ROUND
 LH1196'CONCRETE POST THAT IS RECESSED 2 CM AND 22.20 M (72.83 FT) NORTH OF
 LH1196'THE CENTERLINE OF THE EAST-WEST ROAD, 15.50 M (50.85 FT) EAST OF THE
 LH1196'CENTERLINE OF THE NORTH-SOUTH ROAD, 11.18 M (36.68 FT) NORTH-NORTHEAST
 LH1196'OF A BOLT ON TOP OF A LARGE METAL POST AND 0.41 M (1.35 FT) WEST OF
 LH1196'THE BOTTOM OF A FIBERGLASS WITNESS POST.  A MAGNET WAS PLACED AT THE
 LH1196'NORTH SIDE OF THE MARK.  AZIMUTH MARK 2 WAS SEARCHED FOR AND NOT
 LH1196'FOUND.  IT IS BELIEVED TO BE DESTROYED.  AN AZIMUTH MARKER
 LH1196'STAMPED--ROSELAND 2 1977--WAS FOUND 0.25 MI (0.40 KM) NORTH OF THE
 LH1196'STATION.  UPON INVESTIGATION, AND INQUIRY TO THE NATIONAL GEODETIC
 LH1196'SURVEY, NO EVIDENCE, OR DATA, COULD BE FOUND FOR THE MARK, OR
 LH1196'A--ROSELAND 2.  THEREFORE, THE NGS ADVISOR RESTAMPED THIS AZIMUTH
 LH1196'MARK--ROSELAND 1951 NO 3 1998--AND IT WILL BE USED BY THE NEBRASKA
 LH1196'DEPARTMENT OF ROADS AS AN AZIMUTH MARK 3.  TO REACH THIS AZIMUTH MARK
 LH1196'FROM THE RAILROAD CROSSING IN AYR, GO WEST ON HIGHWAY 74 FOR 4.0 MI
 LH1196'(6.4 KM) TO A CURVE TO THE LEFT, AND NORTH.  CONTINUE THROUGH THE
 LH1196'CURVE FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT AT THE NORTH END OF
 LH1196'THE CURVE, 34.0 M (111.5 FT) NORTH FROM THE CENTERLINE OF THE ENTRANCE
 LH1196'TO A MENNONITE CHURCH CEMETERY, 11.40 M (37.40 FT) WEST OF THE
 LH1196'CENTERLINE OF THE HIGHWAY, 1.38 M (4.53 FT) SOUTH-SOUTHEAST OF THE SE
 LH1196'CORNER OF A R-O-W MARKER, 0.50 M (1.64 FT) SOUTH OF A POINT INLINE
 LH1196'WITH A FENCE LEADING WEST AND 0.25 M (0.82 FT) EAST OF A WITNESS POST,
 LH1196'ON RIGHT-OF-WAY IN THE SE1/4, SEC35, T6N, R11W.
 LH1196
 LH1196                          STATION RECOVERY (2019)
 LH1196
 LH1196'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (BO)
 LH1196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1076 ***********************************************************************
 LG1076  DESIGNATION -  ROSEMAN
 LG1076  PID         -  LG1076
 LG1076  STATE/COUNTY-  NE/JEFFERSON
 LG1076  COUNTRY     -  US
 LG1076  USGS QUAD   -  DILLER (2017)
 LG1076
 LG1076                         *CURRENT SURVEY CONTROL
 LG1076  ______________________________________________________________________
 LG1076* NAD 83(1995) POSITION- 40 01 48.60809(N) 096 55 21.16291(W)   ADJUSTED
 LG1076* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 LG1076  ______________________________________________________________________
 LG1076  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 LG1076  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 LG1076  HORZ ORDER      -  FIRST
 LG1076
 LG1076.The horizontal coordinates were established by classical geodetic methods
 LG1076.and adjusted by the National Geodetic Survey in August 1997.
 LG1076
 LG1076.The orthometric height was scaled from a topographic map.
 LG1076
 LG1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1076.GEOID18 height accuracy estimate available here.
 LG1076
 LG1076.Click photographs - Photos may exist for this station.
 LG1076
 LG1076.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1076
 LG1076. The following values were computed from the NAD 83(1995) position.
 LG1076
 LG1076;                    North         East     Units Scale Factor Converg.
 LG1076;SPC NE       -    26,530.445   762,621.033   MT  0.99998650   +2 02 21.9
 LG1076;SPC NE       -    87,041.97  2,502,032.51   sFT  0.99998650   +2 02 21.9
 LG1076;UTM  14      - 4,433,173.121   677,259.635   MT  0.99998682   +1 20 11.6
 LG1076
 LG1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1076!SPC NE       -   0.99993365  x   0.99998650  =   0.99992015
 LG1076!UTM  14      -   0.99993365  x   0.99998682  =   0.99992047
 LG1076
 LG1076:                Primary Azimuth Mark                     Grid Az
 LG1076:SPC NE       -  ROSEMAN AZ MK                            120 35 22.8
 LG1076:UTM  14      -  ROSEMAN AZ MK                            121 17 33.1
 LG1076
 LG1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7725933173(NAD 83)
 LG1076
 LG1076|---------------------------------------------------------------------|
 LG1076| PID    Reference Object                     Distance      Geod. Az  |
 LG1076|                                                           dddmmss.s |
 LG1076| LG1075 ODELL MUNICIPAL TANK                APPROX.10.4 KM 0745312.1 |
 LG1076| CL7492 ROSEMAN RM 1                         17.550 METERS 09553     |
 LG1076| CL7491 ROSEMAN AZ MK                                      1223744.7 |
 LG1076| KF1170 LANHAM ST JOHNS EVAN LUTH CH        APPROX. 5.4 KM 1290241.7 |
 LG1076| KF1184 SCHOOL BELFRY                       APPROX.10.0 KM 1630905.1 |
 LG1076| CL7493 ROSEMAN RM 2                         22.824 METERS 31654     |
 LG1076|---------------------------------------------------------------------|
 LG1076
 LG1076                          SUPERSEDED SURVEY CONTROL
 LG1076
 LG1076  NAD 83(1986)-  40 01 48.61392(N)    096 55 21.16057(W) AD(       ) 1
 LG1076  NAD 27      -  40 01 48.59900(N)    096 55 20.06000(W) AD(       ) 1
 LG1076
 LG1076.Superseded values are not recommended for survey control.
 LG1076
 LG1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1076.See file dsdata.pdf to determine how the superseded data were derived.
 LG1076
 LG1076_MARKER: DS = TRIANGULATION STATION DISK
 LG1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1076+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 LG1076
 LG1076  HISTORY     - Date     Condition        Report By
 LG1076  HISTORY     - 1947     MONUMENTED       CGS
 LG1076  HISTORY     - 1966     GOOD             CGS
 LG1076  HISTORY     - 20120628 GOOD             INDIV
 LG1076
 LG1076                          STATION DESCRIPTION
 LG1076
 LG1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1076'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF ODELL AND 3.0
 LG1076'MILES NORTHWEST OF LANHAM ON LAND OWNED AND OCCUPIED BY WILLIAM
 LG1076'ROSEMAN.  IT IS ABOUT 200 FEET SOUTHEAST OF THE SOUTHEAST
 LG1076'CORNER OF THE ROSEMAN FARM HOUSE, 21 FEET EAST-NORTHEAST OF
 LG1076'THE NORTHEAST CORNER OF RED BARN, 22 FEET SOUTH OF THE CENTER OF
 LG1076'THE EAST-WEST SECTION LINE ROAD, 7 FEET NORTH OF EAST-WEST FENCE
 LG1076'LINE AND 7 FEET NORTH-NORTHEAST OF WHITE WITNESS POST.  IT IS
 LG1076'STAMPED ROSEMAN 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1076'
 LG1076'REFERENCE MARK NO 1 IS EAST OF THE STATION, 25 FEET SOUTH OF THE
 LG1076'CENTER OF THE SECTION LINE ROAD AND 1 FOOT NORTH OF EAST-WEST
 LG1076'FENCE LINE.  IT IS STAMPED ROSEMAN NO 1 1947 AND PROJECTS 8
 LG1076'INCHES.
 LG1076'
 LG1076'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET NORTH
 LG1076'OF THE CENTER OF THE SECTION LINE ROAD, 27 FEET EAST OF THE
 LG1076'EAST END OF GATE INTO YARD AND 1 FOOT SOUTH OF WOVEN WIRE FENCE
 LG1076'LINE AROUND HOUSE.  IT IS STAMPED ROSEMAN NO 2 1947 AND PROJECTS
 LG1076'6 INCHES.
 LG1076'
 LG1076'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, 20
 LG1076'FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 8 FEET
 LG1076'NORTH OF THE CENTER OF A FIELD ROAD AND 1 FOOT NORTH OF TELEPHONE
 LG1076'POLE.  IT IS STAMPED ROSEMAN 1947 AND PROJECTS 4 INCHES.
 LG1076'
 LG1076'TO REACH THE STATION FROM THE POST OFFICE IN LANHAM, GO WEST
 LG1076'ON MAIN STREET FOR 0.2 MILE, THENCE RIGHT NORTH ON MAIN TRAVELED
 LG1076'ROAD FOR 1.9 MILES TO CROSS ROADS AND SMALL WHITE HOUSE IN
 LG1076'NORTHEAST ANGLE, TURN LEFT AND GO WEST KEEPING STRAIGHT AHEAD AT
 LG1076'ALL CROSS ROADS FOR 2.0 MILES TO CROSS ROADS, (TURN LEFT AND GO
 LG1076'SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1076'DESCRIBED) CONTINUE STRAIGHT AHEAD WEST FOR 0.35 MILES TO THE
 LG1076'ROSEMAN FARM HOUSE ON THE RIGHT AND STATION ON THE LEFT AS
 LG1076'DESCRIBED.
 LG1076'
 LG1076'A 74 FOOT SIGNAL AT STATION ODELL IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 74 FOOT SIGNAL AT STATION BAR IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 47 FOOT SIGNAL AT STATION LANHAM IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 4 FOOT SIGNAL AT STATION HOLLENBERG IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 4 FOOT SIGNAL AT STATION NUTTER 1935 IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1076
 LG1076                          STATION RECOVERY (1966)
 LG1076
 LG1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1076'THE STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 LG1076'STATION MARK IS 26 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 LG1076'ROAD, 24 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN WITH
 LG1076'METAL SIDES, 6 FEET NORTH OF AN EAST-WEST FENCE AND 1 FOOT EAST OF
 LG1076'A METAL WITNESS POST.
 LG1076'
 LG1076'R.M. NO. 1 IS IN AN EAST-WEST FENCE, 80 FEET EAST OF THE NORTHEAST
 LG1076'CORNER OF THE BARN AND 31 FEET SOUTH OF THE CENTERLINE OF AN
 LG1076'EAST-WEST ROAD.  MARK PROJECTS 5 INCHES.
 LG1076'
 LG1076'R.M. NO. 2 IS 57 FEET WEST OF A FIELD APPROACH AND 28 FEET NORTH OF
 LG1076'CENTERLINE OF EAST-WEST ROAD.  MARK PROJECTS 5 INCHES.
 LG1076'
 LG1076'THE AZIMUTH MARK IS EAST-NORTHEAST OF A HOUSE ON THE WEST SIDE OF
 LG1076'ROAD, 19 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 LG1076'2.5 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL
 LG1076'WITNESS POST.  MARK PROJECTS 6 INCHES.
 LG1076'
 LG1076'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 LG1076'RECOVERY.
 LG1076
 LG1076                          STATION RECOVERY (2012)
 LG1076
 LG1076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LG1076'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0649 ***********************************************************************
 MN0649  DESIGNATION -  ROUBEDEAU
 MN0649  PID         -  MN0649
 MN0649  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0649  COUNTRY     -  US
 MN0649  USGS QUAD   -  ROUBADEAU PASS (2017)
 MN0649
 MN0649                         *CURRENT SURVEY CONTROL
 MN0649  ______________________________________________________________________
 MN0649* NAD 83(1995) POSITION- 41 50 25.59164(N) 103 51 25.48636(W)   ADJUSTED
 MN0649* NAVD 88 ORTHO HEIGHT -  1460.1   (meters)     4790.    (feet) VERTCON
 MN0649  ______________________________________________________________________
 MN0649  GEOID HEIGHT    -        -18.564 (meters)                     GEOID18
 MN0649  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 MN0649  HORZ ORDER      -  FIRST
 MN0649
 MN0649.The horizontal coordinates were established by classical geodetic methods
 MN0649.and adjusted by the National Geodetic Survey in August 1997.
 MN0649
 MN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0649
 MN0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0649.GEOID18 height accuracy estimate available here.
 MN0649
 MN0649.Click photographs - Photos may exist for this station.
 MN0649
 MN0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0649
 MN0649. The following values were computed from the NAD 83(1995) position.
 MN0649
 MN0649;                    North         East     Units Scale Factor Converg.
 MN0649;SPC NE       -   229,983.616   179,851.096   MT  0.99967560   -2 33 21.9
 MN0649;SPC NE       -   754,537.91    590,061.47   sFT  0.99967560   -2 33 21.9
 MN0649;UTM  13      - 4,632,692.310   594,890.750   MT  0.99971080   +0 45 44.8
 MN0649
 MN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0649!SPC NE       -   0.99977395  x   0.99967560  =   0.99944962
 MN0649!UTM  13      -   0.99977395  x   0.99971080  =   0.99948481
 MN0649
 MN0649:                Primary Azimuth Mark                     Grid Az
 MN0649:SPC NE       -  ROUBEDEAU RM 3 AZIMUTH                   281 39 36.9
 MN0649:UTM  13      -  ROUBEDEAU RM 3 AZIMUTH                   278 20 30.2
 MN0649
 MN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9489032692(NAD 83)
 MN0649
 MN0649|---------------------------------------------------------------------|
 MN0649| PID    Reference Object                     Distance      Geod. Az  |
 MN0649|                                                           dddmmss.s |
 MN0649| MN0648 MITCHELL SUGAR MILL TANK            APPROX.12.4 KM 0142642.7 |
 MN0649| MN0647 MITCHELL SUGAR MILL STACK           APPROX.12.3 KM 0142913.8 |
 MN0649| CP8532 ROUBEDEAU RM 1                       13.515 METERS 05729     |
 MN0649| CP8533 ROUBEDEAU RM 2                       30.846 METERS 13833     |
 MN0649| CP8534 ROUBEDEAU RM 3 AZIMUTH                             2790615.0 |
 MN0649| MO0989 LYMAN WHITE TOP TANK                APPROX.17.2 KM 2995815.6 |
 MN0649| MO0990 LYMAN TANK ON TALL STRUCTURE        APPROX.17.2 KM 3010610.0 |
 MN0649| MN0650 MORRIL TANK                         APPROX.14.9 KM 3363620.4 |
 MN0649|---------------------------------------------------------------------|
 MN0649
 MN0649                          SUPERSEDED SURVEY CONTROL
 MN0649
 MN0649  NAD 83(1993)-  41 50 25.59162(N)    103 51 25.48637(W) AD(       ) 1
 MN0649  NAD 83(1986)-  41 50 25.58110(N)    103 51 25.49334(W) AD(       ) 1
 MN0649  NAD 27      -  41 50 25.69900(N)    103 51 23.68000(W) AD(       ) 1
 MN0649  NGVD 29 (09/11/89) 1459.4    (m)         4788.     (f) VERT ANG       
 MN0649
 MN0649.Superseded values are not recommended for survey control.
 MN0649
 MN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0649.See file dsdata.pdf to determine how the superseded data were derived.
 MN0649
 MN0649_MARKER: DS = TRIANGULATION STATION DISK
 MN0649_SETTING: 0 = UNSPECIFIED SETTING
 MN0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0649
 MN0649  HISTORY     - Date     Condition        Report By
 MN0649  HISTORY     - 1933     MONUMENTED       CGS
 MN0649  HISTORY     - 1960     GOOD             USGS
 MN0649
 MN0649                          STATION DESCRIPTION
 MN0649
 MN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0649'ABOUT 10 MILES WEST OF SCOTTSBLUFF AND 2 MILES NORTH OF ROUBADEAU
 MN0649'PASS, IN NE 1/4 SEC. 31, T. 22 N., R. 56 W.  TO REACH FROM
 MN0649'GERING (WHICH IS JUST ACROSS RIVER FROM SCOTTSBLUFF) FOLLOW
 MN0649'STATE HIGHWAY N-29 WEST AND SOUTH 2.1 MILES TO ROAD LEADING WEST
 MN0649'AT ROUBADEAU PASS SIGN.  FOLLOW THIS ROAD 4.0 MILES, JOG NORTH
 MN0649'0.1 MILE, THEN WEST 5.5 MILES TO POINT WHERE GRADED ROAD BEARS
 MN0649'TO LEFT JUST WEST OF PASS, AND UNGRADED ROAD LEADS WEST.
 MN0649'FOLLOW UNGRADED ROAD WEST 0.8 MILE TO OLD HOUSE, TURN NORTH,
 MN0649'AND GO 1.0 MILE TO GATE.  FOLLOW TRAIL STRAIGHT AHEAD, WEST OF
 MN0649'NORTH, 0.5 MILE TO WELL-BEATEN COW TRAIL LEADING NORTHEAST
 MN0649'TOWARDS FENCE CORNER.  FOLLOW TRAIL 0.3 MILE TO THIS FENCE
 MN0649'AND PASS THROUGH GATE 50 YARDS NORTH OF CORNER, THEN
 MN0649'FOLLOW WAGON TRACKS NORTHEAST AND BEAR LEFT TO TOP OF RIDGE,
 MN0649'0.55 MILE, THEN EAST 300 YARDS ALONG TOP OF RIDGE TO END OF
 MN0649'TRUCK TRAVEL.  THIS POINT IS AT FOOT OF STEEP SLOPE, ABOUT 100
 MN0649'YARDS EAST OF SMALL TELEPHONE POLE.  STATION IS ON SECOND
 MN0649'HUMP, SOUTH OF EAST OF THIS POINT, ABOUT 1/4 MILE DISTANT,
 MN0649'NEAR WESTERN EXTREMITY OF BLUFF.  THERE IS HIGHER GROUND TO
 MN0649'EAST.  SURFACE MARK IS STANDARD STATION DISK IN TOP OF 4-INCH
 MN0649'CAST-IRON PIPE, 4 FEET LONG, PROJECTING 4 INCHES ABOVE GROUND.
 MN0649'UNDERGROUND MARK IS STANDARD DISK STATION MARK IN CONCRETE,
 MN0649'REFERENCE MARK NO. 1 IS STANDARD DISK IN TOP OF
 MN0649'4-INCH CAST-IRON PIPE 4 FEET LONG, PROJECTING 4 INCHES ABOVE
 MN0649'GROUND, AND 13.515 METERS (44.34 FEET) FROM STATION
 MN0649'N 57 DEG 29 MIN E. REFERENCE MARK NO. 2 IS STANDARD DISK
 MN0649'IN TOP OF 4-INCH CAST-IRON PIPE 4 FEET LONG, PROJECTING 4
 MN0649'INCHES ABOVE GROUND, AND IS 101.2 FEET FROM STATION S 41 DEG 27 MIN E.
 MN0649'REFERENCE MARK NO. 3 IS STANDARD REFERENCE
 MN0649'DISK IN CONCRETE, ON SUMMIT OF SMALL BLUFF, AND ABOUT
 MN0649'1/2 MILE FROM STATION N 80 DEG 54 MIN W.
 MN0649
 MN0649                          STATION RECOVERY (1960)
 MN0649
 MN0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MN0649'RECOVERED BY USGS, 1960.
 MN0649'
 MN0649'STATION MARK--STANDARD USC AND GS DISK SET IN 4 IN. PIPE PROJECTING
 MN0649'ABOUT 1.0 FT. ABOVE GROUND AND STAMPED---ROUBEDEAU 1933---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0768 ***********************************************************************
 NN0768  DESIGNATION -  ROUND
 NN0768  PID         -  NN0768
 NN0768  STATE/COUNTY-  NE/BROWN
 NN0768  COUNTRY     -  US
 NN0768  USGS QUAD   -  GOLDMAN LAKE NE (2017)
 NN0768
 NN0768                         *CURRENT SURVEY CONTROL
 NN0768  ______________________________________________________________________
 NN0768* NAD 83(1995) POSITION- 42 10 23.55600(N) 099 52 24.77187(W)   ADJUSTED
 NN0768* NAVD 88 ORTHO HEIGHT -   815.    (meters)     2674.    (feet) SCALED
 NN0768  ______________________________________________________________________
 NN0768  GEOID HEIGHT    -        -22.425 (meters)                     GEOID18
 NN0768  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 NN0768  HORZ ORDER      -  SECOND
 NN0768
 NN0768.The horizontal coordinates were established by classical geodetic methods
 NN0768.and adjusted by the National Geodetic Survey in August 1997.
 NN0768
 NN0768.The orthometric height was scaled from a topographic map.
 NN0768
 NN0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0768.GEOID18 height accuracy estimate available here.
 NN0768
 NN0768.Click photographs - Photos may exist for this station.
 NN0768
 NN0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0768
 NN0768. The following values were computed from the NAD 83(1995) position.
 NN0768
 NN0768;                    North         East     Units Scale Factor Converg.
 NN0768;SPC NE       -   259,799.350   510,445.344   MT  0.99972639   +0 05 01.7
 NN0768;SPC NE       -   852,358.37  1,674,686.10   sFT  0.99972639   +0 05 01.7
 NN0768;UTM  14      - 4,669,377.096   427,851.098   MT  0.99966405   -0 35 11.4
 NN0768
 NN0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0768!SPC NE       -   0.99987566  x   0.99972639  =   0.99960209
 NN0768!UTM  14      -   0.99987566  x   0.99966405  =   0.99953975
 NN0768
 NN0768:                Primary Azimuth Mark                     Grid Az
 NN0768:SPC NE       -  ROUND AZ MK                              013 22 59.5
 NN0768:UTM  14      -  ROUND AZ MK                              014 03 12.6
 NN0768
 NN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2785169377(NAD 83)
 NN0768
 NN0768|---------------------------------------------------------------------|
 NN0768| PID    Reference Object                     Distance      Geod. Az  |
 NN0768|                                                           dddmmss.s |
 NN0768| CO4419 ROUND AZ MK                                        0132801.2 |
 NN0768| CO4420 ROUND RM 1                           12.701 METERS 22446     |
 NN0768| CO4421 ROUND RM 2                           12.719 METERS 32225     |
 NN0768|---------------------------------------------------------------------|
 NN0768
 NN0768                          SUPERSEDED SURVEY CONTROL
 NN0768
 NN0768  NAD 83(1986)-  42 10 23.56039(N)    099 52 24.78324(W) AD(       ) 2
 NN0768  NAD 27      -  42 10 23.55700(N)    099 52 23.32600(W) AD(       ) 2
 NN0768
 NN0768.Superseded values are not recommended for survey control.
 NN0768
 NN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0768.See file dsdata.pdf to determine how the superseded data were derived.
 NN0768
 NN0768_MARKER: DS = TRIANGULATION STATION DISK
 NN0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0768_STAMPING: ROUND 1949
 NN0768_MARK LOGO: CGS
 NN0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0768+STABILITY: SURFACE MOTION
 NN0768
 NN0768  HISTORY     - Date     Condition        Report By
 NN0768  HISTORY     - 1949     MONUMENTED       CGS
 NN0768  HISTORY     - 1962     GOOD             CGS
 NN0768
 NN0768                          STATION DESCRIPTION
 NN0768
 NN0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0768'THE STATION IS LOCATED ABOUT 27.0 MILES SOUTH OF AINSWORTH, 6.0
 NN0768'MILES NORTH OF THE BROWN-BLAINE COUNTY LINE, AND 0.6 MILE SOUTH
 NN0768'OF THE CALAMUS RIVER.  IT IS ON THE HIGHEST POINT OF PROMINENT
 NN0768'SAND HILL, 300 FEET WEST OF STATE HIGHWAY 7, 175 FEET NORTH
 NN0768'OF EAST-WEST FENCE LINE AND 5 FEET SOUTHWEST OF WITNESS POST.
 NN0768'IT IS STAMPED ROUND 1949 AND PROJECTS 2 INCHES.
 NN0768'
 NN0768'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, NEAR THE SOUTHWEST
 NN0768'EDGE OF SAND HILL.  IT IS STAMPED ROUND NO 1 1949 AND PROJECTS
 NN0768'3 INCHES.
 NN0768'
 NN0768'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, ON THE NORTHWEST
 NN0768'EDGE OF SAND HILL.  IT IS STAMPED ROUND NO 2 1949 AND PROJECTS
 NN0768'2 INCHES.
 NN0768'
 NN0768'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 36 FEET EAST
 NN0768'OF THE CENTER OF STATE HIGHWAY 7, 2 FEET SOUTH OF WITNESS POST
 NN0768'AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED ROUND 1949 AND
 NN0768'PROJECTS 2 INCHES.
 NN0768'
 NN0768'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0768'GO SOUTH ON STATE HIGHWAY 7 FOR 26.55 MILES TO BRIDGE ACROSS THE
 NN0768'CALAMUS RIVER, CONTINUE SOUTH ON STATE HIGHWAY 7 FOR 0.2 MILE TO
 NN0768'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON STATE
 NN0768'HIGHWAY 7 FOR 0.1 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO
 NN0768'THROUGH GATE INTO PASTURE, TURN LEFT AND GO SOUTH ALONG WEST
 NN0768'SIDE OF FENCE FOR 0.35 MILE TO HIGH SAND HILL AND STATION
 NN0768'AS DESCRIBED.
 NN0768'
 NN0768'A 4 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'A 4 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0768
 NN0768                          STATION RECOVERY (1962)
 NN0768
 NN0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NN0768'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NN0768'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1730 ***********************************************************************
 NM1730  DESIGNATION -  ROUND CAP
 NM1730  PID         -  NM1730
 NM1730  STATE/COUNTY-  NE/DAKOTA
 NM1730  COUNTRY     -  US
 NM1730  USGS QUAD   -  JACKSON (2017)
 NM1730
 NM1730                         *CURRENT SURVEY CONTROL
 NM1730  ______________________________________________________________________
 NM1730* NAD 83(1995) POSITION- 42 29 28.05225(N) 096 35 37.09383(W)   ADJUSTED
 NM1730* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 NM1730  ______________________________________________________________________
 NM1730  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 NM1730  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 NM1730  HORZ ORDER      -  FIRST
 NM1730
 NM1730.The horizontal coordinates were established by classical geodetic methods
 NM1730.and adjusted by the National Geodetic Survey in August 1997.
 NM1730
 NM1730.The orthometric height was scaled from a topographic map.
 NM1730
 NM1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1730.GEOID18 height accuracy estimate available here.
 NM1730
 NM1730.Click photographs - Photos may exist for this station.
 NM1730
 NM1730.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1730
 NM1730. The following values were computed from the NAD 83(1995) position.
 NM1730
 NM1730;                    North         East     Units Scale Factor Converg.
 NM1730;SPC NE       -   300,612.187   779,912.666   MT  0.99980662   +2 15 26.6
 NM1730;SPC NE       -   986,258.48  2,558,763.47   sFT  0.99980662   +2 15 26.6
 NM1730;SPC SD S     -    24,451.061   907,369.205   MT  1.00009854   +2 34 47.4
 NM1730;SPC SD S     -    80,219.86  2,976,927.13   sFT  1.00009854   +2 34 47.4
 NM1730;UTM  14      - 4,707,113.629   697,754.670   MT  1.00008117   +1 37 33.5
 NM1730
 NM1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1730!SPC NE       -   0.99993658  x   0.99980662  =   0.99974321
 NM1730!SPC SD S     -   0.99993658  x   1.00009854  =   1.00003512
 NM1730!UTM  14      -   0.99993658  x   1.00008117  =   1.00001775
 NM1730
 NM1730:                Primary Azimuth Mark                     Grid Az
 NM1730:SPC NE       -  ST JOHNS                                 129 50 25.6
 NM1730:SPC SD S     -  ST JOHNS                                 129 31 04.8
 NM1730:UTM  14      -  ST JOHNS                                 130 28 18.7
 NM1730
 NM1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9775407113(NAD 83)
 NM1730
 NM1730|---------------------------------------------------------------------|
 NM1730| PID    Reference Object                     Distance      Geod. Az  |
 NM1730|                                                           dddmmss.s |
 NM1730| CO4422 ROUND CAP RM 1                       12.466 METERS 00608     |
 NM1730| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.12.8 KM 0121432.4 |
 NM1730| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.12.7 KM 0131141.9 |
 NM1730| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX.18.6 KM 0464456.2 |
 NM1730| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.18.3 KM 0934135.2 |
 NM1730| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX.14.9 KM 0970812.3 |
 NM1730| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX.18.0 KM 1000245.7 |
 NM1730| NM1731 ST JOHNS                            APPROX. 1.8 KM 1320552.2 |
 NM1730| CO4423 ROUND CAP RM 2                       12.746 METERS 27623     |
 NM1730|---------------------------------------------------------------------|
 NM1730
 NM1730                          SUPERSEDED SURVEY CONTROL
 NM1730
 NM1730  NAD 83(1986)-  42 29 28.05681(N)    096 35 37.09166(W) AD(       ) 1
 NM1730  NAD 27      -  42 29 28.07200(N)    096 35 35.96900(W) AD(       ) 1
 NM1730  MORC        -  42 29 25.68000(N)    096 35 37.66000(W) AD(       ) 3
 NM1730
 NM1730.Superseded values are not recommended for survey control.
 NM1730
 NM1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1730.See file dsdata.pdf to determine how the superseded data were derived.
 NM1730
 NM1730_MARKER: P = PIPE CAP
 NM1730_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1730_MARK LOGO: MORC
 NM1730_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1730
 NM1730  HISTORY     - Date     Condition        Report By
 NM1730  HISTORY     - UNK      MONUMENTED       MORC
 NM1730  HISTORY     - 1940     GOOD             CGS
 NM1730  HISTORY     - 1948     GOOD             CGS
 NM1730
 NM1730                          STATION DESCRIPTION
 NM1730
 NM1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1730'STATION ROUND CAP (MISSOURI RIVER COMMISSION) IS 3-1/4 MILES
 NM1730'NORTH-NORTHWEST OF JACKSON, 2-1/4 MILES NORTHEAST OF WILLIS,
 NM1730'1/4 MILE NORTH OF CENTER OF SEC. 15, T. 29 N., R. 7 E., ON
 NM1730'HIGHEST GRASSY BLUFF IN THE VICINITY OVERLOOKING THE MISSOURI
 NM1730'RIVER.
 NM1730'
 NM1730'TO REACH FROM WILLIS AT THE JUNCTION OF STATE HIGHWAY 12
 NM1730'AND U.S. HIGHWAY 20, GO EAST ON U.S. 20 FOR 1.3 MILES AND TURN
 NM1730'LEFT (NORTH) OFF HIGHWAY, GO 0.5 MILE AND TURN RIGHT (EAST)
 NM1730'AT T-INTERSECTION, GO 0.3 MILE AND TURN LEFT (NORTH) ON ROAD
 NM1730'LEADING THROUGH FIELD TO FARMHOUSE, GO 0.9 MILE TO FARMHOUSE.
 NM1730'GO THROUGH WIRE GATE 100 YARDS NORTHWEST OF FARMHOUSE AND
 NM1730'TURN LEFT (EAST) GO 0.1 MILE DOWN FENCED LANE AND TURN RIGHT
 NM1730'(NORTH) AFTER LEAVING LANE, FOLLOW FARM ROAD TO TOP OF RIDGE
 NM1730'AND ALONG TOP OF RIDGE FOR A TOTAL OF 0.6 MILE TO TOP OF
 NM1730'SMALL HILL AND TURN RIGHT (EAST), GO 0.1 MILE TO
 NM1730'NORTH-AND-SOUTH WIRE FENCE, GO SOUTH ALONG FENCE FOR 0.1
 NM1730'MILE TO WIRE GATE, GO THROUGH GATE AND CLIMB NORTHEAST UP
 NM1730'HILL FOR 0.2 MILE TO SUMMIT AND STATION.
 NM1730'
 NM1730'STATION MARK IS ON THE NORTH END OF A SMALL NORTH-AND-SOUTH
 NM1730'RIDGE WHICH IS TIMBERED ON THE NORTH AND EAST SLOPES AND
 NM1730'SLOPES SHARPLY TO THE EAST AND WEST FROM STATION.  STATION
 NM1730'IS 65 FEET SOUTH OF NORTH SLOPE OF RIDGE, 7 FEET SOUTH-SOUTHEAST
 NM1730'OF WHITE REFERENCE POST AND CONSISTS OF A CAST IRON CAP ON A
 NM1730'6-INCH CAST IRON PIPE.  CAP IS STAMPED U.S. MISSOURI RIVER
 NM1730'COMMISSION, HAS A RAISED TRIANGLE AT ITS CENTER, AND PROJECTS
 NM1730'ABOUT ONE FOOT.
 NM1730'
 NM1730'REFERENCE MARK NO. 1 IS ABOUT LEVEL WITH STATION,
 NM1730'ON NORTH EDGE OF RIDGE, IS STAMPED ROUND CAP MRC NO. 1 1940,
 NM1730'AND PROJECTS 4 INCHES.
 NM1730'
 NM1730'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN
 NM1730'STATION ON WEST SLOPE OF RIDGE, IS STAMPED ROUND CAP MRC
 NM1730'NO. 2 1940, AND PROJECTS 4 INCHES.
 NM1730'
 NM1730'STATION ST. JOHNS, ABOUT 1 MILE SOUTHEAST ON HIGH POINT OF
 NM1730'RIDGE, IS DESIGNATED AS THE AZIMUTH MARK FOR THIS STATION.
 NM1730'
 NM1730'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 NM1730
 NM1730                          STATION RECOVERY (1948)
 NM1730
 NM1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1730'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 NM1730'CONDITION.  DUE TO SLIGHT CHANGES A NEW DESCRIPTION FOLLOWS.
 NM1730'
 NM1730'THE STATION IS LOCATED ABOUT 3.25 MILES NORTH-NORTHWEST OF
 NM1730'JACKSON, 2.25 MILES NORTHEAST OF WILLIS, ON THE HIGHEST KNOLL
 NM1730'IN THE VICINITY OVERLOOKING THE MISSOURI RIVER TO THE NORTH.
 NM1730'THE MARK IS A 6 INCH PIPE WITH CAP HAVING MISSOURI RIVER
 NM1730'COMMISSION AND A TRIANGLE AT THE CENTER CAST ON ITS FACE.
 NM1730'
 NM1730'REFERENCE MARK NO. 1 IS 40.90 FEET NORTH OF THE STATION.  THE
 NM1730'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROUND CAP MRC
 NM1730'NO 1 1940.
 NM1730'
 NM1730'REFERENCE MARK NO. 2 IS 41.82 FEET WEST OF THE STATION.  THE
 NM1730'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROUND CAP MRC
 NM1730'NO 2 1940.
 NM1730'
 NM1730'ST JOHNS 1940 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT 1.0
 NM1730'MILE SOUTHEAST OF THE STATION, 0.05 MILE WEST OF A FENCE
 NM1730'CORNER AND 20 FEET NORTH OF A GATE.  THE MARK PROJECTS 4 INCHES
 NM1730'AND THE DISK IS STAMPED ST JOHNS 1940.
 NM1730'
 NM1730'TO REACH FROM THE POST OFFICE IN JACKSON, GO WEST ON HIGHWAY 20
 NM1730'FOR 2.5 MILES TO CROSSROADS, TURN RIGHT ON DIRT ROAD FOR 0.45
 NM1730'MILE TO A T INTERSECTION, TURN RIGHT FOR 0.35 MILE TO A
 NM1730'CROSSROADS, (CONTINUE ON EAST FOR 1.2 MILE TO A CROSSROADS,
 NM1730'TURN LEFT 0.25 MILE TO A FARM HOME, CONTINUE ON NORTH ON
 NM1730'FIELD ROAD FOR 0.4 MILE TO A FENCE CORNER, TURN LEFT FOR 0.05
 NM1730'MILE TO A GATE AND THE AZIMUTH MARK ABOUT 20 FEET NORTH OF
 NM1730'GATE), TURN LEFT ON FARM ROAD FOR 0.95 MILE TO A GARDEN ON THE
 NM1730'LEFT JUST BEFORE REACHING A FARM HOUSE, TURN LEFT ALONG THE
 NM1730'EAST SIDE OF THE GARDEN TO A GATE, PASS THROUGH GATE IN TO
 NM1730'LANE, TURN LEFT (WEST) 0.1 MILE TO PASTURE, BEAR RIGHT
 NM1730'FOLLOWING TRACK ROAD TO TOP OF RIDGE AND ALONG TOP OF
 NM1730'RIDGE FOR 0.6 MILE TO HILL TOP OVERLOOKING THE VALLEY,
 NM1730'TURN RIGHT FOR 0.2 MILE TO AN NORTH-SOUTH FENCE, TURN
 NM1730'RIGHT ALONG THE FENCE 0.1 MILE TO A GATE, PASS THROUGH GATE
 NM1730'AND BEAR LEFT (NORTHEAST) UP HILL 0.2 MILE TO THE STATION.
 NM1730'
 NM1730'NOTE DIFFERENCE IN DISTANCES TO R.M. NO. 2.
 NM1730'
 NM1730'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0217 ***********************************************************************
 NO0217  DESIGNATION -  ROXBY
 NO0217  PID         -  NO0217
 NO0217  STATE/COUNTY-  NE/CHERRY
 NO0217  COUNTRY     -  US
 NO0217  USGS QUAD   -  CODY WEST (2017)
 NO0217
 NO0217                         *CURRENT SURVEY CONTROL
 NO0217  ______________________________________________________________________
 NO0217* NAD 83(1995) POSITION- 42 56 49.03932(N) 101 18 39.50974(W)   ADJUSTED
 NO0217* NAVD 88 ORTHO HEIGHT -   999.107 (meters)     3277.90  (feet) ADJUSTED
 NO0217  ______________________________________________________________________
 NO0217  GEOID HEIGHT    -        -20.230 (meters)                     GEOID18
 NO0217  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 NO0217  DYNAMIC HEIGHT  -        998.683 (meters)     3276.51  (feet) COMP
 NO0217  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 NO0217
 NO0217  HORZ ORDER      -  THIRD
 NO0217  VERT ORDER      -  FIRST     CLASS II
 NO0217
 NO0217.The horizontal coordinates were established by classical geodetic methods
 NO0217.and adjusted by the National Geodetic Survey in August 1997.
 NO0217
 NO0217.The orthometric height was determined by differential leveling and
 NO0217.adjusted by the NATIONAL GEODETIC SURVEY
 NO0217.in June 1991.
 NO0217
 NO0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0217.GEOID18 height accuracy estimate available here.
 NO0217
 NO0217.Click photographs - Photos may exist for this station.
 NO0217
 NO0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0217
 NO0217.The dynamic height is computed by dividing the NAVD 88
 NO0217.geopotential number by the normal gravity value computed on the
 NO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0217.degrees latitude (g = 980.6199 gals.).
 NO0217
 NO0217.The modeled gravity was interpolated from observed gravity values.
 NO0217
 NO0217. The following values were computed from the NAD 83(1995) position.
 NO0217
 NO0217;                    North         East     Units Scale Factor Converg.
 NO0217;SPC NE       -   346,539.579   393,016.583   MT  0.99997609   -0 52 07.6
 NO0217;SPC NE       - 1,136,938.60  1,289,421.91   sFT  0.99997609   -0 52 07.6
 NO0217;SPC SD S     -    68,638.035   520,217.452   MT  0.99997503   -0 40 27.9
 NO0217;SPC SD S     -   225,189.95  1,706,746.76   sFT  0.99997503   -0 40 27.9
 NO0217;UTM  14      - 4,757,515.480   311,470.542   MT  1.00003728   -1 34 29.9
 NO0217
 NO0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0217!SPC NE       -   0.99984651  x   0.99997609  =   0.99982261
 NO0217!SPC SD S     -   0.99984651  x   0.99997503  =   0.99982155
 NO0217!UTM  14      -   0.99984651  x   1.00003728  =   0.99988379
 NO0217
 NO0217:                Primary Azimuth Mark                     Grid Az
 NO0217:SPC NE       -  ROXBY AZ MK                              185 27 52.1
 NO0217:SPC SD S     -  ROXBY AZ MK                              185 16 12.4
 NO0217:UTM  14      -  ROXBY AZ MK                              186 10 14.4
 NO0217
 NO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1147057515(NAD 83)
 NO0217
 NO0217|---------------------------------------------------------------------|
 NO0217| PID    Reference Object                     Distance      Geod. Az  |
 NO0217|                                                           dddmmss.s |
 NO0217| NO0218 ROXBY RM 1                           14.172 METERS 02937     |
 NO0217| NO0454 CODY MUNICIPAL TANK                 APPROX. 5.4 KM 1020900.6 |
 NO0217| NO0220 ROXBY AZ MK                                        1843544.5 |
 NO0217| NO0219 ROXBY RM 2                           11.173 METERS 32158     |
 NO0217|---------------------------------------------------------------------|
 NO0217
 NO0217                          SUPERSEDED SURVEY CONTROL
 NO0217
 NO0217  NAD 83(1986)-  42 56 49.03501(N)    101 18 39.51902(W) AD(       ) 3
 NO0217  NAD 27      -  42 56 49.02000(N)    101 18 37.98100(W) AD(       ) 3
 NO0217  NGVD 29 (??/??/92)  998.730  (m)         3276.67   (f) ADJ UNCH    1 2
 NO0217  NGVD 29             998.73   (m)         3276.7    (f) LEVELING    3  
 NO0217
 NO0217.Superseded values are not recommended for survey control.
 NO0217
 NO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0217.See file dsdata.pdf to determine how the superseded data were derived.
 NO0217
 NO0217_MARKER: DS = TRIANGULATION STATION DISK
 NO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0217_STAMPING: ROXBY 1949
 NO0217_MARK LOGO: CGS
 NO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0217+STABILITY: SURFACE MOTION
 NO0217
 NO0217  HISTORY     - Date     Condition        Report By
 NO0217  HISTORY     - 1949     MONUMENTED       CGS
 NO0217  HISTORY     - 1957     GOOD             CGS
 NO0217
 NO0217                          STATION DESCRIPTION
 NO0217
 NO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0217'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ROXBY
 NO0217'SIDING, 4.0 MILES WEST-NORTHWEST OF CODY AND 0.5 MILE NORTH
 NO0217'OF U.S. HIGHWAY 20.  IT IS ON THE SOUTH END OF THE HIGHEST
 NO0217'HILL IN THE VICINITY, 5 FEET SOUTHEAST OF WITNESS POST.  IT
 NO0217'IS STAMPED ROXBY 1949 AND PROJECTS 1 INCH.
 NO0217'
 NO0217'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, NEAR
 NO0217'THE EAST EDGE OF THE TOP OF THE HILL AND ABOUT THE SAME
 NO0217'ELEVATION AS THE STATION.  IT IS STAMPED ROXBY NO 1 1949
 NO0217'AND PROJECTS 1 INCH.
 NO0217'
 NO0217'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, NEAR THE
 NO0217'CENTER OF THE HILL AND THE SAME ELEVATION AS THE STATION.
 NO0217'IT IS STAMPED ROXBY NO 2 1949 AND PROJECTS 1 INCH.
 NO0217'
 NO0217'THE AZIMUTH MARK IS SOUTH OF THE STATION, 60 FEET NORTH OF
 NO0217'THE CENTER OF U.S. HIGHWAY 20, 3.5 FEET WEST OF THE WEST END
 NO0217'OF WIRE GATE AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT
 NO0217'IS STAMPED ROXBY 1949 AND PROJECTS 1 INCH.
 NO0217'
 NO0217'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH END OF
 NO0217'MAIN STREET AND U.S. HIGHWAY 20 IN CODY, GO WEST ON U.S. HIGHWAY
 NO0217'20 FOR 2.7 MILES TO A WIRE GATE ON THE RIGHT, (CONTINUE WEST
 NO0217'ON U.S. HIGHWAY 20 FOR 1.0 MILE TO WIRE GATE ON THE RIGHT AND
 NO0217'AZIMUTH MARK JUST WEST AS DESCRIBED), TURN RIGHT THROUGH
 NO0217'GATE AND FOLLOW TRACK ROAD NORTHERLY FOR 0.5 MILE TO A WIRE
 NO0217'GATE JUST AFTER PASSING THROUGH AN UNDERPASS, GO THROUGH
 NO0217'GATE, TURN LEFT AND GO WEST ALONG THE NORTH SIDE OF EAST-WEST
 NO0217'FENCE LINE FOR 0.7 MILE TO THE WEST END OF A WOODEN
 NO0217'SNOW-FENCE, TURN RIGHT AND GO NORTH-NORTHWEST FOR 0.45 MILE TO
 NO0217'TOP OF HILL AND STATION AS DESCRIBED.
 NO0217'
 NO0217'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0217
 NO0217                          STATION RECOVERY (1957)
 NO0217
 NO0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NO0217'3.6 MI W FROM CODY.
 NO0217'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0217'FROM THE STATION AT CODY, THENCE 0.45 MILE NORTH ACROSS A ROUGH
 NO0217'PASTURE, IN SECTION 10, T. 34 N., R. 34 W., ON THE HIGHEST POINT
 NO0217'ON A SANDY HILL, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE,
 NO0217'46 1/2 FEET SOUTH-SOUTHWEST OF REFERENCE MARK NUMBER 1, 40 FEET
 NO0217'SOUTH-SOUTHEAST OF REFERENCE MARK NUMBER 2, 2 FEET WEST OF A
 NO0217'WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH
 NO0217'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0220 ***********************************************************************
 NO0220  DESIGNATION -  ROXBY AZ MK
 NO0220  PID         -  NO0220
 NO0220  STATE/COUNTY-  NE/CHERRY
 NO0220  COUNTRY     -  US
 NO0220  USGS QUAD   -  CODY WEST (2017)
 NO0220
 NO0220                         *CURRENT SURVEY CONTROL
 NO0220  ______________________________________________________________________
 NO0220* NAD 83(1986) POSITION- 42 56 11.     (N) 101 18 47.     (W)   SCALED
 NO0220* NAVD 88 ORTHO HEIGHT -   949.759 (meters)     3116.00  (feet) ADJUSTED
 NO0220  ______________________________________________________________________
 NO0220  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 NO0220  DYNAMIC HEIGHT  -        949.355 (meters)     3114.68  (feet) COMP
 NO0220  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 NO0220
 NO0220  VERT ORDER      -  FIRST     CLASS II
 NO0220
 NO0220.The horizontal coordinates were scaled from a map and have
 NO0220.an estimated accuracy of +/- 6 seconds.
 NO0220
 NO0220.The orthometric height was determined by differential leveling and
 NO0220.adjusted by the NATIONAL GEODETIC SURVEY
 NO0220.in June 1991.
 NO0220
 NO0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0220.GEOID18 height accuracy estimate available here.
 NO0220
 NO0220.Click photographs - Photos may exist for this station.
 NO0220
 NO0220.The dynamic height is computed by dividing the NAVD 88
 NO0220.geopotential number by the normal gravity value computed on the
 NO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0220.degrees latitude (g = 980.6199 gals.).
 NO0220
 NO0220.The modeled gravity was interpolated from observed gravity values.
 NO0220
 NO0220;                    North         East    Units  Estimated Accuracy
 NO0220;SPC NE       -   345,370.      392,830.      MT  (+/- 180 meters Scaled)
 NO0220
 NO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN112563(NAD 83)
 NO0220
 NO0220                          SUPERSEDED SURVEY CONTROL
 NO0220
 NO0220  NGVD 29 (??/??/92)  949.382  (m)         3114.76   (f) ADJ UNCH    1 2
 NO0220
 NO0220.Superseded values are not recommended for survey control.
 NO0220
 NO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0220.See file dsdata.pdf to determine how the superseded data were derived.
 NO0220
 NO0220_MARKER: DZ = AZIMUTH MARK DISK
 NO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0220_STAMPING: ROXBY 1949
 NO0220_MARK LOGO: CGS
 NO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0220+STABILITY: SURFACE MOTION
 NO0220
 NO0220  HISTORY     - Date     Condition        Report By
 NO0220  HISTORY     - 1949     MONUMENTED       CGS
 NO0220  HISTORY     - 1957     GOOD             CGS
 NO0220
 NO0220                          STATION DESCRIPTION
 NO0220
 NO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0220'3.6 MI W FROM CODY.
 NO0220'ABOUT 3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0220'FROM THE STATION AT CODY, THENCE 0.15 MILE SOUTH, IN SECTION
 NO0220'10, T. 34 N., R. 34 W., 64 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0220'HIGHWAY 20, 263 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH
 NO0220'END OF A CATTLE LOADING CHUTE, 15 FEET WEST OF THE CENTER OF A
 NO0220'WIRE GATE, 1 FOOT SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A
 NO0220'WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 NO0220'WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0218 ***********************************************************************
 NO0218  DESIGNATION -  ROXBY RM 1
 NO0218  PID         -  NO0218
 NO0218  STATE/COUNTY-  NE/CHERRY
 NO0218  COUNTRY     -  US
 NO0218  USGS QUAD   -  CODY WEST (2017)
 NO0218
 NO0218                         *CURRENT SURVEY CONTROL
 NO0218  ______________________________________________________________________
 NO0218* NAD 83(1986) POSITION- 42 56 49.44   (N) 101 18 39.20   (W)   HD_HELD1
 NO0218* NAVD 88 ORTHO HEIGHT -   998.703 (meters)     3276.58  (feet) ADJUSTED
 NO0218  ______________________________________________________________________
 NO0218  GEOID HEIGHT    -        -20.230 (meters)                     GEOID18
 NO0218  DYNAMIC HEIGHT  -        998.280 (meters)     3275.19  (feet) COMP
 NO0218  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 NO0218
 NO0218  VERT ORDER      -  FIRST     CLASS II
 NO0218
 NO0218.The horizontal coordinates were determined by differentially corrected
 NO0218.hand held GPS observations or other comparable positioning techniques
 NO0218.and have an estimated accuracy of +/- 3 meters.
 NO0218
 NO0218.The orthometric height was determined by differential leveling and
 NO0218.adjusted by the NATIONAL GEODETIC SURVEY
 NO0218.in June 1991.
 NO0218
 NO0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0218.GEOID18 height accuracy estimate available here.
 NO0218
 NO0218.Click photographs - Photos may exist for this station.
 NO0218
 NO0218.The dynamic height is computed by dividing the NAVD 88
 NO0218.geopotential number by the normal gravity value computed on the
 NO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0218.degrees latitude (g = 980.6199 gals.).
 NO0218
 NO0218.The modeled gravity was interpolated from observed gravity values.
 NO0218
 NO0218;                    North         East    Units  Estimated Accuracy
 NO0218;SPC NE       -   346,551.8     393,023.8     MT  (+/- 3 meters HH1 GPS) 
 NO0218
 NO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1147757527(NAD 83)
 NO0218
 NO0218                          SUPERSEDED SURVEY CONTROL
 NO0218
 NO0218  NGVD 29 (??/??/92)  998.326  (m)         3275.34   (f) ADJ UNCH    1 2
 NO0218
 NO0218.Superseded values are not recommended for survey control.
 NO0218
 NO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0218.See file dsdata.pdf to determine how the superseded data were derived.
 NO0218
 NO0218_MARKER: DR = REFERENCE MARK DISK
 NO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0218_STAMPING: ROXBY NO 1 1949
 NO0218_MARK LOGO: CGS
 NO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0218+STABILITY: SURFACE MOTION
 NO0218
 NO0218  HISTORY     - Date     Condition        Report By
 NO0218  HISTORY     - 1949     MONUMENTED       CGS
 NO0218  HISTORY     - 1957     GOOD             CGS
 NO0218
 NO0218                          STATION DESCRIPTION
 NO0218
 NO0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0218'3.6 MI W FROM CODY.
 NO0218'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0218'FROM THE STATION AT CODY, THENCE 0.45 MILE NORTH ACROSS A ROUGH
 NO0218'PASTURE, IN SECTION 10, T. 34 N., R. 34 W., ON THE TOP OF A SANDY
 NO0218'HILL, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE, 46 1/2
 NO0218'FEET NORTH-NORTHEAST OF THE STATION MARK AND IN THE TOP OF A
 NO0218'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0219 ***********************************************************************
 NO0219  DESIGNATION -  ROXBY RM 2
 NO0219  PID         -  NO0219
 NO0219  STATE/COUNTY-  NE/CHERRY
 NO0219  COUNTRY     -  US
 NO0219  USGS QUAD   -  CODY WEST (2017)
 NO0219
 NO0219                         *CURRENT SURVEY CONTROL
 NO0219  ______________________________________________________________________
 NO0219* NAD 83(1986) POSITION- 42 56 49.32   (N) 101 18 39.81   (W)   HD_HELD1
 NO0219* NAVD 88 ORTHO HEIGHT -   998.821 (meters)     3276.97  (feet) ADJUSTED
 NO0219  ______________________________________________________________________
 NO0219  GEOID HEIGHT    -        -20.230 (meters)                     GEOID18
 NO0219  DYNAMIC HEIGHT  -        998.398 (meters)     3275.58  (feet) COMP
 NO0219  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 NO0219
 NO0219  VERT ORDER      -  FIRST     CLASS II
 NO0219
 NO0219.The horizontal coordinates were determined by differentially corrected
 NO0219.hand held GPS observations or other comparable positioning techniques
 NO0219.and have an estimated accuracy of +/- 3 meters.
 NO0219
 NO0219.The orthometric height was determined by differential leveling and
 NO0219.adjusted by the NATIONAL GEODETIC SURVEY
 NO0219.in June 1991.
 NO0219
 NO0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0219.GEOID18 height accuracy estimate available here.
 NO0219
 NO0219.Click photographs - Photos may exist for this station.
 NO0219
 NO0219.The dynamic height is computed by dividing the NAVD 88
 NO0219.geopotential number by the normal gravity value computed on the
 NO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0219.degrees latitude (g = 980.6199 gals.).
 NO0219
 NO0219.The modeled gravity was interpolated from observed gravity values.
 NO0219
 NO0219;                    North         East    Units  Estimated Accuracy
 NO0219;SPC NE       -   346,548.3     393,009.9     MT  (+/- 3 meters HH1 GPS) 
 NO0219
 NO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1146357524(NAD 83)
 NO0219
 NO0219                          SUPERSEDED SURVEY CONTROL
 NO0219
 NO0219  NGVD 29 (??/??/92)  998.444  (m)         3275.73   (f) ADJ UNCH    1 2
 NO0219
 NO0219.Superseded values are not recommended for survey control.
 NO0219
 NO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0219.See file dsdata.pdf to determine how the superseded data were derived.
 NO0219
 NO0219_MARKER: DR = REFERENCE MARK DISK
 NO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0219_STAMPING: ROXBY NO 2 1949
 NO0219_MARK LOGO: CGS
 NO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0219+STABILITY: SURFACE MOTION
 NO0219
 NO0219  HISTORY     - Date     Condition        Report By
 NO0219  HISTORY     - 1949     MONUMENTED       CGS
 NO0219  HISTORY     - 1957     GOOD             CGS
 NO0219
 NO0219                          STATION DESCRIPTION
 NO0219
 NO0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0219'3.6 MI W FROM CODY.
 NO0219'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0219'FROM THE STATION AT CODY, THENCE 0.45 MILE NORTH ACROSS A
 NO0219'ROUGH PASTURE, IN SECTION 10, T. 34 N., R. 34 W., ON THE HIGHEST
 NO0219'PART OF A SAND HILL, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH FENCE
 NO0219'LINE, 40 FEET NORTH-NORTHWEST OF THE STATION MARK AND IN THE
 NO0219'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0995 ***********************************************************************
 LG0995  DESIGNATION -  ROY
 LG0995  PID         -  LG0995
 LG0995  STATE/COUNTY-  NE/CASS
 LG0995  COUNTRY     -  US
 LG0995  USGS QUAD   -  EAGLE (2017)
 LG0995
 LG0995                         *CURRENT SURVEY CONTROL
 LG0995  ______________________________________________________________________
 LG0995* NAD 83(1995) POSITION- 40 48 46.89669(N) 096 27 24.86530(W)   ADJUSTED
 LG0995* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 LG0995  ______________________________________________________________________
 LG0995  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 LG0995  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 LG0995  HORZ ORDER      -  SECOND
 LG0995
 LG0995.The horizontal coordinates were established by classical geodetic methods
 LG0995.and adjusted by the National Geodetic Survey in August 1997.
 LG0995
 LG0995.The orthometric height was scaled from a topographic map.
 LG0995
 LG0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0995.GEOID18 height accuracy estimate available here.
 LG0995
 LG0995.Click photographs - Photos may exist for this station.
 LG0995
 LG0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0995
 LG0995. The following values were computed from the NAD 83(1995) position.
 LG0995
 LG0995;                    North         East     Units Scale Factor Converg.
 LG0995;SPC NE       -   114,895.917   798,775.570   MT  0.99973115   +2 20 52.8
 LG0995;SPC NE       -   376,954.35  2,620,649.52   sFT  0.99973115   +2 20 52.8
 LG0995;UTM  14      - 4,521,113.906   714,491.657   MT  1.00016630   +1 39 46.0
 LG0995
 LG0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0995!SPC NE       -   0.99993895  x   0.99973115  =   0.99967012
 LG0995!UTM  14      -   0.99993895  x   1.00016630  =   1.00010524
 LG0995
 LG0995:                Primary Azimuth Mark                     Grid Az
 LG0995:SPC NE       -  ROY 2 AZ MK                              266 00 52.2
 LG0995:UTM  14      -  ROY 2 AZ MK                              266 41 59.0
 LG0995
 LG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1449121113(NAD 83)
 LG0995
 LG0995|---------------------------------------------------------------------|
 LG0995| PID    Reference Object                     Distance      Geod. Az  |
 LG0995|                                                           dddmmss.s |
 LG0995| LG0994 ROY 2                                 7.831 METERS 00210     |
 LG0995| CL7505 ROY AZ MK                                          0555726.8 |
 LG0995| LG0991 EAGLE MUNICIPAL TANK                APPROX. 2.2 KM 0781046.5 |
 LG0995| CL7506 ROY RM 1                             25.370 METERS 09025     |
 LG0995| CL7507 ROY RM 2                             20.764 METERS 16542     |
 LG0995| LG0990 ROY 2 AZ MK                         APPROX. 0.9 KM 2682145.0 |
 LG0995|---------------------------------------------------------------------|
 LG0995
 LG0995                          SUPERSEDED SURVEY CONTROL
 LG0995
 LG0995  NAD 83(1986)-  40 48 46.90727(N)    096 27 24.86358(W) AD(       ) 2
 LG0995  NAD 27      -  40 48 46.90627(N)    096 27 23.83048(W) AD(       ) 2
 LG0995
 LG0995.Superseded values are not recommended for survey control.
 LG0995
 LG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0995.See file dsdata.pdf to determine how the superseded data were derived.
 LG0995
 LG0995_MARKER: DS = TRIANGULATION STATION DISK
 LG0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0995_STAMPING: ROY 1961
 LG0995_MARK LOGO: CGS
 LG0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0995+STABILITY: SURFACE MOTION
 LG0995
 LG0995  HISTORY     - Date     Condition        Report By
 LG0995  HISTORY     - 1961     MONUMENTED       CGS
 LG0995  HISTORY     - 1964     GOOD             CGS
 LG0995
 LG0995                          STATION DESCRIPTION
 LG0995
 LG0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0995'LOCATED, AIRLINE, ABOUT 11 MILES EAST OF LINCOLN, 7-1/2 MILES
 LG0995'SOUTH-SOUTHEAST OF WAVERLY, AND 2 MILES WEST OF EAGLE ON TOP OF
 LG0995'A LOW CUT ON THE NORTH SIDE OF U.S. HIGHWAY 34, 30 FEET WEST
 LG0995'OF A NARROW GAP GIVING ACCESS TO THE FIELD ON THE NORTH.
 LG0995'
 LG0995'TO REACH THE STATION FROM THE POST OFFICE IN EAGLE GO SOUTH ON
 LG0995'THE MAIN STREET 0.2 MILE TO U.S. HIGHWAY 34, TURN RIGHT AND GO
 LG0995'WEST 0.8 MILE TO A CROSS ROAD.  TO REACH THE AZIMUTH MARK FROM
 LG0995'THIS POINT TURN RIGHT AND GO NORTH ON GRAVELED ROAD 0.4 MILE TO
 LG0995'THE MARK ON THE RIGHT JUST AFTER CROSSING A RAILROAD TRACK.
 LG0995'TO CONTINUE TO THE STATION FROM THE CROSS ROAD MENTIONED ABOVE
 LG0995'KEEP ON WEST ON U.S. HIGHWAY 34 FOR 0.6 MILE TO A LOW CUT AT
 LG0995'THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 LG0995'
 LG0995'THE STATION MARK, A STANDARD DISK STAMPED ROY 1961 CEMENTED IN
 LG0995'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG0995'ABOVE GROUND, IS 34.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG0995'14.5 FEET EAST OF TELEPHONE POLE NUMBER 5, AND 2.9 FEET NORTH
 LG0995'OF A METAL WITNESS SIGN.
 LG0995'
 LG0995'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ROY NO 1 1961
 LG0995'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0995'PROJECTING 8 INCHES ABOVE GROUND, IS 33.5 FEET NORTH OF THE
 LG0995'CENTERLINE OF THE HIGHWAY, 1.8 FEET WEST OF A TELEPHONE POLE,
 LG0995'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 LG0995'
 LG0995'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED ROY NO 2 1961
 LG0995'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0995'PROJECTING 6 INCHES ABOVE GROUND, IS 32.0 FEET SOUTH OF THE
 LG0995'CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A DRIVEWAY, 1.7 FEET
 LG0995'NORTHWEST OF A FENCE CORNER POST, AND ABOUT 3 FEET LOWER THAN
 LG0995'STATION ELEVATION.
 LG0995'
 LG0995'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROY 1961 CEMENTED IN
 LG0995'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG0995'ABOVE GROUND, IS 33.8 FEET EAST OF THE CENTER OF A GRADED ROAD,
 LG0995'45.8 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, AND 1.4
 LG0995'FEET NORTH OF A METAL WITNESS SIGN.
 LG0995'
 LG0995'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF U.S.
 LG0995'HIGHWAY 34 AND THE ROAD THROUGH THE GAP NORTH INTO THE FIELD.
 LG0995'
 LG0995'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 93.32 FEET, (28.443
 LG0995'METERS).
 LG0995
 LG0995                          STATION RECOVERY (1964)
 LG0995
 LG0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0995'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0995'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LG0995'OBSTRUCTED, SO IT WAS DESTROYED.  THE STATION AND BOTH REFERENCE
 LG0995'MARKS WERE IN THE WAY OF ROAD CONSTRUCTION, SO THEY WERE MOVED.
 LG0995'A NEW STATION, ROY 2, WAS ESTABLISHED.  FOR DETAILS, SEE THE
 LG0995'DESCRIPTION FOR ROY 2 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0994 ***********************************************************************
 LG0994  DESIGNATION -  ROY 2
 LG0994  PID         -  LG0994
 LG0994  STATE/COUNTY-  NE/CASS
 LG0994  COUNTRY     -  US
 LG0994  USGS QUAD   -  EAGLE (2017)
 LG0994
 LG0994                         *CURRENT SURVEY CONTROL
 LG0994  ______________________________________________________________________
 LG0994* NAD 83(1995) POSITION- 40 48 47.15038(N) 096 27 24.85267(W)   NO CHECK
 LG0994* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 LG0994  ______________________________________________________________________
 LG0994  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 LG0994  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 LG0994  HORZ ORDER      -  THIRD
 LG0994
 LG0994.The horizontal coordinates were established by classical geodetic methods
 LG0994.and adjusted by the National Geodetic Survey in August 1997.
 LG0994
 LG0994.No horizontal observational check was made to the station.
 LG0994
 LG0994.The orthometric height was scaled from a topographic map.
 LG0994
 LG0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0994.GEOID18 height accuracy estimate available here.
 LG0994
 LG0994.Click photographs - Photos may exist for this station.
 LG0994
 LG0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0994
 LG0994. The following values were computed from the NAD 83(1995) position.
 LG0994
 LG0994;                    North         East     Units Scale Factor Converg.
 LG0994;SPC NE       -   114,903.746   798,775.545   MT  0.99973114   +2 20 52.8
 LG0994;SPC NE       -   376,980.04  2,620,649.43   sFT  0.99973114   +2 20 52.8
 LG0994;UTM  14      - 4,521,121.738   714,491.726   MT  1.00016630   +1 39 46.0
 LG0994
 LG0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0994!SPC NE       -   0.99993895  x   0.99973114  =   0.99967011
 LG0994!UTM  14      -   0.99993895  x   1.00016630  =   1.00010524
 LG0994
 LG0994:                Primary Azimuth Mark                     Grid Az
 LG0994:SPC NE       -  ROY 2 AZ MK                              265 30 28.1
 LG0994:UTM  14      -  ROY 2 AZ MK                              266 11 34.9
 LG0994
 LG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1449121121(NAD 83)
 LG0994
 LG0994|---------------------------------------------------------------------|
 LG0994| PID    Reference Object                     Distance      Geod. Az  |
 LG0994|                                                           dddmmss.s |
 LG0994| LG0991 EAGLE MUNICIPAL TANK                APPROX. 2.2 KM 0782238.1 |
 LG0994| CL7508 ROY 2 RM 3                           25.582 METERS 09140     |
 LG0994| CL7509 ROY 2 RM 4                           36.323 METERS 17708     |
 LG0994| LG0995 ROY                                   7.831 METERS 18210     |
 LG0994| LG0990 ROY 2 AZ MK                         APPROX. 0.9 KM 2675120.9 |
 LG0994| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.20.5 KM 2683049.5 |
 LG0994|---------------------------------------------------------------------|
 LG0994
 LG0994                          SUPERSEDED SURVEY CONTROL
 LG0994
 LG0994  NAD 83(1986)-  40 48 47.16098(N)    096 27 24.85095(W) AD(       ) 3
 LG0994  NAD 27      -  40 48 47.15996(N)    096 27 23.81783(W) AD(       ) 3
 LG0994
 LG0994.Superseded values are not recommended for survey control.
 LG0994
 LG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0994.See file dsdata.pdf to determine how the superseded data were derived.
 LG0994
 LG0994_MARKER: DS = TRIANGULATION STATION DISK
 LG0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0994_STAMPING: ROY 2 1964
 LG0994_MARK LOGO: CGS
 LG0994_PROJECTION: PROJECTING 9 CENTIMETERS
 LG0994_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0994+STABILITY: SURFACE MOTION
 LG0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0994+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2021
 LG0994
 LG0994  HISTORY     - Date     Condition        Report By
 LG0994  HISTORY     - 1964     MONUMENTED       CGS
 LG0994  HISTORY     - 2002     GOOD             NEDR
 LG0994  HISTORY     - 20210428 GOOD             NEGS
 LG0994
 LG0994                          STATION DESCRIPTION
 LG0994
 LG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0994'THIS STATION IS LOCATED ABOUT 11 MILES EAST OF THE CITY OF
 LG0994'LINCOLN, 7 AND 1/2 MILES SOUTH-SOUTHEAST OF WAVERLY, AND 1 AND
 LG0994'1/2 MILES WEST OF EAGLE ON TOP OF A LOW CUT ON THE NORTH SIDE OF
 LG0994'U.S. HIGHWAY 34, 59 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 LG0994'34, 36 FEET WEST OF THE CENTER OF FIELD ENTRANCE, 16 FEET EAST OF
 LG0994'A TELEPHONE POLE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 LG0994'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROY 2 1964.
 LG0994'
 LG0994'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0994'EAGLE, GO SOUTH FOR 0.2 MILE TO U.S. HIGHWAY 34.  TURN RIGHT
 LG0994'AND GO WEST FOR 1.4 MILES TO THE STATION ON THE RIGHT AS
 LG0994'DESCRIBED.
 LG0994'
 LG0994'REFERENCE MARK NO. 3 IS 58 FEET NORTH OF THE CENTER OF U.S.
 LG0994'HIGHWAY 34, 48 FEET EAST OF THE CENTER OF FIELD ENTRANCE, AND
 LG0994'3 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 LG0994'THE DISK IS STAMPED ROY 2 NO 3 1964.
 LG0994'
 LG0994'REFERENCE MARK NO. 4 IS 78 FEET NORTHWEST OF THE NORTHWEST CORNER
 LG0994'OF HOUSE OWNED AND OCCUPIED BY ROY SICKMAN, 59 FEET SOUTH OF
 LG0994'THE CENTERLINE OF U.S. HIGHWAY 34, 22 FEET WEST OF THE CENTER
 LG0994'OF DRIVEWAY, 6 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF
 LG0994'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0994'ROY 2 NO 4 1964.
 LG0994'
 LG0994'AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 59 FEET SOUTH
 LG0994'OF THE CENTERLINE OF U.S. HIGHWAY 34, 2-1/2 FEET NORTHEAST OF A
 LG0994'TELEPHONE POLE, AND 2 FEET EAST OF A STEEL WITNESS POST.  THE
 LG0994'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROY 2 1964.
 LG0994'
 LG0994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 LG0994'HIGHWAY 34 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT OR
 LG0994'SOUTHSIDE OF THE ROAD.
 LG0994'
 LG0994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0994
 LG0994                          STATION RECOVERY (2002)
 LG0994
 LG0994'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0994'RECOVERED AS DESCRIBED.
 LG0994
 LG0994                          STATION RECOVERY (2021)
 LG0994
 LG0994'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 LG0994'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND NE. HIGHWAY 43 AT
 LG0994'EAGLE, NE., GO WEST ON U.S. HIGHWAY 34 APPROXIMATELY 1.57 MI (2.53 KM)
 LG0994'TO MILE POST 337.88 AND THE MARK LOCATED ON THE RIGHT (NORTH) SIDE OF
 LG0994'HIGHWAY.  THE MARK IS 60.0 FT (18.3 M) NORTH OF APPROXIMATELY
 LG0994'CENTERLINE OF U.S. HIGHWAY 34, 36.0 FT (11.0 M) WEST OF APPROXIMATELY
 LG0994'CENTERLINE OF FIELD DRIVE (NORTH) AND 2.3 FT (0.7 M) SOUTHWEST OF THE
 LG0994'SOUTHWEST CORNER OF A ROW MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0990 ***********************************************************************
 LG0990  DESIGNATION -  ROY 2 AZ MK
 LG0990  PID         -  LG0990
 LG0990  STATE/COUNTY-  NE/LANCASTER
 LG0990  COUNTRY     -  US
 LG0990  USGS QUAD   -  EAGLE (2017)
 LG0990
 LG0990                         *CURRENT SURVEY CONTROL
 LG0990  ______________________________________________________________________
 LG0990* NAD 83(1995) POSITION- 40 48 46.07700(N) 096 28 02.52601(W)   NO CHECK
 LG0990* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 LG0990  ______________________________________________________________________
 LG0990  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 LG0990  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LG0990  HORZ ORDER      -  THIRD
 LG0990
 LG0990.The horizontal coordinates were established by classical geodetic methods
 LG0990.and adjusted by the National Geodetic Survey in August 1997.
 LG0990
 LG0990.No horizontal observational check was made to the station.
 LG0990
 LG0990.The orthometric height was scaled from a topographic map.
 LG0990
 LG0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0990.GEOID18 height accuracy estimate available here.
 LG0990
 LG0990.Click photographs - Photos may exist for this station.
 LG0990
 LG0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0990
 LG0990. The following values were computed from the NAD 83(1995) position.
 LG0990
 LG0990;                    North         East     Units Scale Factor Converg.
 LG0990;SPC NE       -   114,834.561   797,894.932   MT  0.99973120   +2 20 27.8
 LG0990;SPC NE       -   376,753.06  2,617,760.29   sFT  0.99973120   +2 20 27.8
 LG0990;UTM  14      - 4,521,063.064   713,609.967   MT  1.00016165   +1 39 21.3
 LG0990
 LG0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0990!SPC NE       -   0.99993895  x   0.99973120  =   0.99967017
 LG0990!UTM  14      -   0.99993895  x   1.00016165  =   1.00010059
 LG0990
 LG0990:                Primary Azimuth Mark                     Grid Az
 LG0990:SPC NE       -  ROY 2                                    085 30 28.5
 LG0990:UTM  14      -  ROY 2                                    086 11 35.0
 LG0990
 LG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1360921063(NAD 83)
 LG0990
 LG0990|---------------------------------------------------------------------|
 LG0990| PID    Reference Object                     Distance      Geod. Az  |
 LG0990|                                                           dddmmss.s |
 LG0990| LG0994 ROY 2                               APPROX. 0.9 KM 0875056.3 |
 LG0990|---------------------------------------------------------------------|
 LG0990
 LG0990                          SUPERSEDED SURVEY CONTROL
 LG0990
 LG0990  NAD 83(1986)-  40 48 46.08747(N)    096 28 02.52787(W) AD(       ) 3
 LG0990  NAD 27      -  40 48 46.08597(N)    096 28 01.58516(W) AD(       ) 3
 LG0990
 LG0990.Superseded values are not recommended for survey control.
 LG0990
 LG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0990.See file dsdata.pdf to determine how the superseded data were derived.
 LG0990
 LG0990_MARKER: DZ = AZIMUTH MARK DISK
 LG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0990_STAMPING: ROY 2 1964
 LG0990_MARK LOGO: CGS
 LG0990_PROJECTION: PROJECTING 9 CENTIMETERS
 LG0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0990+STABILITY: SURFACE MOTION
 LG0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0990+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2021
 LG0990
 LG0990  HISTORY     - Date     Condition        Report By
 LG0990  HISTORY     - 1964     MONUMENTED       CGS
 LG0990  HISTORY     - 20210428 GOOD             NEGS
 LG0990
 LG0990                          STATION DESCRIPTION
 LG0990
 LG0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0990'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0990'EAGLE, GO SOUTH FOR 0.2 MILE TO U.S. HIGHWAY 34.  TURN RIGHT
 LG0990'AND GO WEST FOR 1.95 MILES TO THE STATION ON THE LEFT AS
 LG0990'DESCRIBED.
 LG0990'
 LG0990'AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 59 FEET SOUTH
 LG0990'OF THE CENTERLINE OF U.S. HIGHWAY 34, 2-1/2 FEET NORTHEAST OF A
 LG0990'TELEPHONE POLE, AND 2 FEET EAST OF A STEEL WITNESS POST.  THE
 LG0990'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROY 2 1964.
 LG0990
 LG0990                          STATION RECOVERY (2021)
 LG0990
 LG0990'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 LG0990'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND NE. HIGHWAY 43 AT
 LG0990'EAGLE, NE., GO WEST ON U.S. HIGHWAY 34 APPROXIMATELY 2.12 MI (3.41 KM)
 LG0990'TO MILE POST 337.33 AND THE MARK LOCATED ON THE LEFT (SOUTH) SIDE OF
 LG0990'HIGHWAY.  THE MARK IS 57.5 FT (17.5 M) SOUTH OF THE CENTERLINE OF U.S.
 LG0990'HIGHWAY 34, 48.8 FT (14.9 M) WEST OF THE NORTHEAST CORNER OF A ROW
 LG0990'MARKER, 2.5 FT (0.8 M) NORTHEAST OF NEAR FACE SAWED POWER POLE AND 2.0
 LG0990'FT (0.6 M) EAST OF THE BOTTOM OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1295 ***********************************************************************
 NM1295  DESIGNATION -  RRV CREIGHTON
 NM1295  PID         -  NM1295
 NM1295  STATE/COUNTY-  NE/KNOX
 NM1295  COUNTRY     -  US
 NM1295  USGS QUAD   -  CREIGHTON (2017)
 NM1295
 NM1295                         *CURRENT SURVEY CONTROL
 NM1295  ______________________________________________________________________
 NM1295* NAD 83(1986) POSITION- 42 28 04.     (N) 097 53 56.     (W)   SCALED
 NM1295* NAVD 88 ORTHO HEIGHT -   487.387 (meters)     1599.04  (feet) ADJUSTED
 NM1295  ______________________________________________________________________
 NM1295  GEOID HEIGHT    -        -25.282 (meters)                     GEOID18
 NM1295  DYNAMIC HEIGHT  -        487.210 (meters)     1598.45  (feet) COMP
 NM1295  MODELED GRAVITY -    980,243.2   (mgal)                       NAVD 88
 NM1295
 NM1295  VERT ORDER      -  SECOND    CLASS 0
 NM1295
 NM1295.The horizontal coordinates were scaled from a map and have
 NM1295.an estimated accuracy of +/- 6 seconds.
 NM1295
 NM1295.The orthometric height was determined by differential leveling and
 NM1295.adjusted by the NATIONAL GEODETIC SURVEY
 NM1295.in June 1991.
 NM1295
 NM1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1295.GEOID18 height accuracy estimate available here.
 NM1295
 NM1295.Click photographs - Photos may exist for this station.
 NM1295
 NM1295.The dynamic height is computed by dividing the NAVD 88
 NM1295.geopotential number by the normal gravity value computed on the
 NM1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1295.degrees latitude (g = 980.6199 gals.).
 NM1295
 NM1295.The modeled gravity was interpolated from observed gravity values.
 NM1295
 NM1295;                    North         East    Units  Estimated Accuracy
 NM1295;SPC NE       -   294,600.      672,750.      MT  (+/- 180 meters Scaled)
 NM1295
 NM1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN905023(NAD 83)
 NM1295
 NM1295                          SUPERSEDED SURVEY CONTROL
 NM1295
 NM1295  NGVD 29 (??/??/92)  487.190  (m)         1598.39   (f) ADJ UNCH    2 0
 NM1295
 NM1295.Superseded values are not recommended for survey control.
 NM1295
 NM1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1295.See file dsdata.pdf to determine how the superseded data were derived.
 NM1295
 NM1295_MARKER: R = RIVET
 NM1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1295_SP_SET: FOUNDATION
 NM1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1295
 NM1295  HISTORY     - Date     Condition        Report By
 NM1295  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1295  HISTORY     - 1934     GOOD             CGS
 NM1295
 NM1295                          STATION DESCRIPTION
 NM1295
 NM1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1295'AT CREIGHTON.
 NM1295'LOCATED AT CREIGHTON ALONG CHICAGO AND NORTH WESTERN RWY.  MONEL
 NM1295'METAL RIVET SET IN WATER TANK FOUNDATION ON EAST LONG PIER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1305 ***********************************************************************
 NM1305  DESIGNATION -  RRV F 60
 NM1305  PID         -  NM1305
 NM1305  STATE/COUNTY-  NE/PIERCE
 NM1305  COUNTRY     -  US
 NM1305  USGS QUAD   -  PLAINVIEW (2017)
 NM1305
 NM1305                         *CURRENT SURVEY CONTROL
 NM1305  ______________________________________________________________________
 NM1305* NAD 83(1986) POSITION- 42 21 02.     (N) 097 47 57.     (W)   SCALED
 NM1305* NAVD 88 ORTHO HEIGHT -   512.975 (meters)     1682.99  (feet) ADJUSTED
 NM1305  ______________________________________________________________________
 NM1305  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 NM1305  DYNAMIC HEIGHT  -        512.785 (meters)     1682.36  (feet) COMP
 NM1305  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 NM1305
 NM1305  VERT ORDER      -  SECOND    CLASS 0
 NM1305
 NM1305.The horizontal coordinates were scaled from a map and have
 NM1305.an estimated accuracy of +/- 6 seconds.
 NM1305
 NM1305.The orthometric height was determined by differential leveling and
 NM1305.adjusted by the NATIONAL GEODETIC SURVEY
 NM1305.in June 1991.
 NM1305
 NM1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1305.GEOID18 height accuracy estimate available here.
 NM1305
 NM1305.Click photographs - Photos may exist for this station.
 NM1305
 NM1305.The dynamic height is computed by dividing the NAVD 88
 NM1305.geopotential number by the normal gravity value computed on the
 NM1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1305.degrees latitude (g = 980.6199 gals.).
 NM1305
 NM1305.The modeled gravity was interpolated from observed gravity values.
 NM1305
 NM1305;                    North         East    Units  Estimated Accuracy
 NM1305;SPC NE       -   281,790.      681,280.      MT  (+/- 180 meters Scaled)
 NM1305
 NM1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM989893(NAD 83)
 NM1305
 NM1305                          SUPERSEDED SURVEY CONTROL
 NM1305
 NM1305  NGVD 29 (??/??/92)  512.788  (m)         1682.37   (f) ADJ UNCH    2 0
 NM1305
 NM1305.Superseded values are not recommended for survey control.
 NM1305
 NM1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1305.See file dsdata.pdf to determine how the superseded data were derived.
 NM1305
 NM1305_MARKER: R = RIVET
 NM1305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1305_SP_SET: BRIDGE
 NM1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1305
 NM1305  HISTORY     - Date     Condition        Report By
 NM1305  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1305  HISTORY     - 1934     GOOD             CGS
 NM1305  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1305
 NM1305                          STATION DESCRIPTION
 NM1305
 NM1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1305'0.5 MI W FROM PLAINVIEW.
 NM1305'LOCATED 0.5 OF MILE WEST OF STATION AT PLAINVIEW.  MONEL METAL
 NM1305'RIVET SET ON WING WALL TRACK SIDE OF CONCRETE BRIDGE NO. F-60
 NM1305'UNDER STATE HWY. 20.
 NM1305
 NM1305                          STATION RECOVERY (1999)
 NM1305
 NM1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1305'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1303 ***********************************************************************
 NM1303  DESIGNATION -  RRV F 63
 NM1303  PID         -  NM1303
 NM1303  STATE/COUNTY-  NE/PIERCE
 NM1303  COUNTRY     -  US
 NM1303  USGS QUAD   -  PLAINVIEW (2017)
 NM1303
 NM1303                         *CURRENT SURVEY CONTROL
 NM1303  ______________________________________________________________________
 NM1303* NAD 83(1986) POSITION- 42 21 58.     (N) 097 49 56.     (W)   SCALED
 NM1303* NAVD 88 ORTHO HEIGHT -   519.170 (meters)     1703.31  (feet) ADJUSTED
 NM1303  ______________________________________________________________________
 NM1303  GEOID HEIGHT    -        -25.025 (meters)                     GEOID18
 NM1303  DYNAMIC HEIGHT  -        518.977 (meters)     1702.68  (feet) COMP
 NM1303  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 NM1303
 NM1303  VERT ORDER      -  SECOND    CLASS 0
 NM1303
 NM1303.The horizontal coordinates were scaled from a map and have
 NM1303.an estimated accuracy of +/- 6 seconds.
 NM1303
 NM1303.The orthometric height was determined by differential leveling and
 NM1303.adjusted by the NATIONAL GEODETIC SURVEY
 NM1303.in June 1991.
 NM1303
 NM1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1303.GEOID18 height accuracy estimate available here.
 NM1303
 NM1303.Click photographs - Photos may exist for this station.
 NM1303
 NM1303.The dynamic height is computed by dividing the NAVD 88
 NM1303.geopotential number by the normal gravity value computed on the
 NM1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1303.degrees latitude (g = 980.6199 gals.).
 NM1303
 NM1303.The modeled gravity was interpolated from observed gravity values.
 NM1303
 NM1303;                    North         East    Units  Estimated Accuracy
 NM1303;SPC NE       -   283,450.      678,510.      MT  (+/- 180 meters Scaled)
 NM1303
 NM1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM961910(NAD 83)
 NM1303
 NM1303                          SUPERSEDED SURVEY CONTROL
 NM1303
 NM1303  NGVD 29 (??/??/92)  518.974  (m)         1702.67   (f) ADJ UNCH    2 0
 NM1303
 NM1303.Superseded values are not recommended for survey control.
 NM1303
 NM1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1303.See file dsdata.pdf to determine how the superseded data were derived.
 NM1303
 NM1303_MARKER: R = RIVET
 NM1303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1303_SP_SET: BRIDGE ABUTMENT
 NM1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1303
 NM1303  HISTORY     - Date     Condition        Report By
 NM1303  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1303  HISTORY     - 1934     GOOD             CGS
 NM1303
 NM1303                          STATION DESCRIPTION
 NM1303
 NM1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1303'2.7 MI NW FROM PLAINVIEW.
 NM1303'LOCATED 2.7 MILES NORTHWEST OF STATION AT ALONG CHICAGO AND
 NM1303'NORTH WESTERN RWY. PLAINVIEW.  MONEL METAL RIVET SET ON TOP OF
 NM1303'BACK WALL EAST ABUTMENT SOUTH SIDE OF TRACKS ON BRIDGE NO. F-63.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1301 ***********************************************************************
 NM1301  DESIGNATION -  RRV F 65
 NM1301  PID         -  NM1301
 NM1301  STATE/COUNTY-  NE/ANTELOPE
 NM1301  COUNTRY     -  US
 NM1301  USGS QUAD   -  PLAINVIEW NE (2017)
 NM1301
 NM1301                         *CURRENT SURVEY CONTROL
 NM1301  ______________________________________________________________________
 NM1301* NAD 83(1986) POSITION- 42 23 28.     (N) 097 51 34.     (W)   SCALED
 NM1301* NAVD 88 ORTHO HEIGHT -   509.338 (meters)     1671.05  (feet) ADJUSTED
 NM1301  ______________________________________________________________________
 NM1301  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 NM1301  DYNAMIC HEIGHT  -        509.149 (meters)     1670.43  (feet) COMP
 NM1301  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 NM1301
 NM1301  VERT ORDER      -  SECOND    CLASS 0
 NM1301
 NM1301.The horizontal coordinates were scaled from a map and have
 NM1301.an estimated accuracy of +/- 6 seconds.
 NM1301
 NM1301.The orthometric height was determined by differential leveling and
 NM1301.adjusted by the NATIONAL GEODETIC SURVEY
 NM1301.in June 1991.
 NM1301
 NM1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1301.GEOID18 height accuracy estimate available here.
 NM1301
 NM1301.Click photographs - Photos may exist for this station.
 NM1301
 NM1301.The dynamic height is computed by dividing the NAVD 88
 NM1301.geopotential number by the normal gravity value computed on the
 NM1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1301.degrees latitude (g = 980.6199 gals.).
 NM1301
 NM1301.The modeled gravity was interpolated from observed gravity values.
 NM1301
 NM1301;                    North         East    Units  Estimated Accuracy
 NM1301;SPC NE       -   286,170.      676,200.      MT  (+/- 180 meters Scaled)
 NM1301
 NM1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM938938(NAD 83)
 NM1301
 NM1301                          SUPERSEDED SURVEY CONTROL
 NM1301
 NM1301  NGVD 29 (??/??/92)  509.141  (m)         1670.41   (f) ADJ UNCH    2 0
 NM1301
 NM1301.Superseded values are not recommended for survey control.
 NM1301
 NM1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1301.See file dsdata.pdf to determine how the superseded data were derived.
 NM1301
 NM1301_MARKER: R = RIVET
 NM1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1301_SP_SET: BRIDGE
 NM1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1301
 NM1301  HISTORY     - Date     Condition        Report By
 NM1301  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1301  HISTORY     - 1934     GOOD             CGS
 NM1301
 NM1301                          STATION DESCRIPTION
 NM1301
 NM1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1301'4.9 MI N FROM PLAINVIEW.
 NM1301'LOCATED 4.9 MILES NORTH OF STATION AT PLAINVIEW ALONG CHICAGO
 NM1301'AND NORTH WESTERN RWY. MONEL METAL RIVET SET ON MASONRY HEAD
 NM1301'WALL NORTH SIDE OF TRACK OF BRIDGE NO. F-65.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1079 ***********************************************************************
 ML1079  DESIGNATION -  RUDDY
 ML1079  PID         -  ML1079
 ML1079  STATE/COUNTY-  NE/HOWARD
 ML1079  COUNTRY     -  US
 ML1079  USGS QUAD   -  PALMER (2017)
 ML1079
 ML1079                         *CURRENT SURVEY CONTROL
 ML1079  ______________________________________________________________________
 ML1079* NAD 83(1995) POSITION- 41 09 55.49576(N) 098 18 21.35281(W)   ADJUSTED
 ML1079* NAVD 88 ORTHO HEIGHT -   567.    (meters)     1860.    (feet) SCALED
 ML1079  ______________________________________________________________________
 ML1079  GEOID HEIGHT    -        -24.848 (meters)                     GEOID18
 ML1079  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 ML1079  HORZ ORDER      -  THIRD
 ML1079
 ML1079.The horizontal coordinates were established by classical geodetic methods
 ML1079.and adjusted by the National Geodetic Survey in August 1997.
 ML1079
 ML1079.The orthometric height was scaled from a topographic map.
 ML1079
 ML1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1079.GEOID18 height accuracy estimate available here.
 ML1079
 ML1079.Click photographs - Photos may exist for this station.
 ML1079
 ML1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1079
 ML1079. The following values were computed from the NAD 83(1995) position.
 ML1079
 ML1079;                    North         East     Units Scale Factor Converg.
 ML1079;SPC NE       -   149,287.831   642,118.709   MT  0.99967615   +1 07 21.6
 ML1079;SPC NE       -   489,788.49  2,106,684.46   sFT  0.99967615   +1 07 21.6
 ML1079;UTM  14      - 4,557,352.161   558,226.251   MT  0.99964172   +0 27 24.7
 ML1079
 ML1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1079!SPC NE       -   0.99991493  x   0.99967615  =   0.99959111
 ML1079!UTM  14      -   0.99991493  x   0.99964172  =   0.99955668
 ML1079
 ML1079:                Primary Azimuth Mark                     Grid Az
 ML1079:SPC NE       -  RUDDY AZ MK                              179 33 47.6
 ML1079:UTM  14      -  RUDDY AZ MK                              180 13 44.5
 ML1079
 ML1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5822657352(NAD 83)
 ML1079
 ML1079|---------------------------------------------------------------------|
 ML1079| PID    Reference Object                     Distance      Geod. Az  |
 ML1079|                                                           dddmmss.s |
 ML1079| ML1078 PALMER MUNICIPAL TANK               APPROX. 7.8 KM 0341320.8 |
 ML1079| CN9631 RUDDY AZ MK                                        1804109.2 |
 ML1079| CN9633 RUDDY RM 2                           21.784 METERS 28715     |
 ML1079| CN9632 RUDDY RM 1                           19.555 METERS 35430     |
 ML1079|---------------------------------------------------------------------|
 ML1079
 ML1079                          SUPERSEDED SURVEY CONTROL
 ML1079
 ML1079  NAD 83(1986)-  41 09 55.50343(N)    098 18 21.35528(W) AD(       ) 3
 ML1079  NAD 27      -  41 09 55.45700(N)    098 18 20.11000(W) AD(       ) 3
 ML1079
 ML1079.Superseded values are not recommended for survey control.
 ML1079
 ML1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1079.See file dsdata.pdf to determine how the superseded data were derived.
 ML1079
 ML1079_MARKER: DS = TRIANGULATION STATION DISK
 ML1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1079
 ML1079  HISTORY     - Date     Condition        Report By
 ML1079  HISTORY     - 1950     MONUMENTED       CGS
 ML1079
 ML1079                          STATION DESCRIPTION
 ML1079
 ML1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1079'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ST. PAUL AND
 ML1079'4-1/2 MILES SOUTHWEST OF PALMER ON A LOW SANDY HILL.  STATION
 ML1079'IS 43 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD,
 ML1079'13 FEET SOUTHEAST OF FENCE CORNER, 11 FEET SOUTHEAST OF TELEPHONE
 ML1079'POLE AND 9 FEET SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS
 ML1079'ABOUT 2 INCHES AND THE DISK IS STAMPED RUDDY 1950.
 ML1079'
 ML1079'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE
 ML1079'CENTERLINE OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 ML1079'ABOUT 4 INCHES AND THE DISK IS STAMPED RUDDY NO 1 1950.
 ML1079'
 ML1079'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE APPROXIMATE
 ML1079'CENTERLINE OF ROAD AND 1.5 FEET WEST OF FENCE.  THE MARK
 ML1079'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RUDDY NO 2
 ML1079'1950.
 ML1079'
 ML1079'AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1079'OF ROAD, 4.5 FEET NORTHEAST OF WITNESS POST AND 3 FEET EAST
 ML1079'OF POWER POLE AND FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 ML1079'AND THE DISK IS STAMPED RUDDY 1950.
 ML1079'
 ML1079'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 ML1079'ROUTE 92 IN THE NORTHEAST PART OF ST. PAUL GO SOUTH ON U.S.
 ML1079'HIGHWAY 281 AND STATE ROUTE 92 FOR 2.4 MILES TO THE JUNCTION
 ML1079'OF THE TWO ROUTES.  TURN LEFT AND GO EAST ON STATE ROUTE
 ML1079'92 FOR 6.7 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 ML1079'ON DIRT ROAD FOR 1.75 MILES TO TOP OF HILL AND STATION ON
 ML1079'LEFT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR
 ML1079'0.35 MILE TO AZIMUTH MARK ON LEFT OR EAST SIDE OF ROAD AS
 ML1079'DESCRIBED.
 ML1079'
 ML1079'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0379 ***********************************************************************
 NO0379  DESIGNATION -  RUFF
 NO0379  PID         -  NO0379
 NO0379  STATE/COUNTY-  NE/KEYA PAHA
 NO0379  COUNTRY     -  US
 NO0379  USGS QUAD   -  MULESHOE CREEK (2017)
 NO0379
 NO0379                         *CURRENT SURVEY CONTROL
 NO0379  ______________________________________________________________________
 NO0379* NAD 83(1995) POSITION- 42 51 21.55977(N) 100 11 03.56263(W)   ADJUSTED
 NO0379* NAVD 88 ORTHO HEIGHT -   776.    (meters)     2546.    (feet) SCALED
 NO0379  ______________________________________________________________________
 NO0379  GEOID HEIGHT    -        -22.739 (meters)                     GEOID18
 NO0379  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC18
 NO0379  HORZ ORDER      -  THIRD
 NO0379
 NO0379.The horizontal coordinates were established by classical geodetic methods
 NO0379.and adjusted by the National Geodetic Survey in August 1997.
 NO0379
 NO0379.The orthometric height was scaled from a topographic map.
 NO0379
 NO0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0379.GEOID18 height accuracy estimate available here.
 NO0379
 NO0379.Click photographs - Photos may exist for this station.
 NO0379
 NO0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0379
 NO0379. The following values were computed from the NAD 83(1995) position.
 NO0379
 NO0379;                    North         East     Units Scale Factor Converg.
 NO0379;SPC NE       -   335,639.416   484,936.033   MT  0.99993713   -0 07 19.7
 NO0379;SPC NE       - 1,101,176.98  1,590,994.30   sFT  0.99993713   -0 07 19.7
 NO0379;UTM  14      - 4,745,503.016   403,242.123   MT  0.99971518   -0 48 20.1
 NO0379
 NO0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0379!SPC NE       -   0.99988184  x   0.99993713  =   0.99981897
 NO0379!UTM  14      -   0.99988184  x   0.99971518  =   0.99959705
 NO0379
 NO0379:                Primary Azimuth Mark                     Grid Az
 NO0379:SPC NE       -  RUFF AZ MK                               018 44 14.3
 NO0379:UTM  14      -  RUFF AZ MK                               019 25 14.7
 NO0379
 NO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0324245503(NAD 83)
 NO0379
 NO0379|---------------------------------------------------------------------|
 NO0379| PID    Reference Object                     Distance      Geod. Az  |
 NO0379|                                                           dddmmss.s |
 NO0379| CO4427 RUFF AZ MK                                         0183654.6 |
 NO0379| CO4428 RUFF RM 1                            45.052 METERS 06944     |
 NO0379| CO4429 RUFF RM 2                            38.563 METERS 15245     |
 NO0379|---------------------------------------------------------------------|
 NO0379
 NO0379                          SUPERSEDED SURVEY CONTROL
 NO0379
 NO0379  NAD 83(1986)-  42 51 21.56403(N)    100 11 03.57481(W) AD(       ) 3
 NO0379  NAD 27      -  42 51 21.54600(N)    100 11 02.12200(W) AD(       ) 3
 NO0379
 NO0379.Superseded values are not recommended for survey control.
 NO0379
 NO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0379.See file dsdata.pdf to determine how the superseded data were derived.
 NO0379
 NO0379_MARKER: DS = TRIANGULATION STATION DISK
 NO0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0379_STAMPING: RUFF 1949
 NO0379_MARK LOGO: CGS
 NO0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0379+STABILITY: SURFACE MOTION
 NO0379
 NO0379  HISTORY     - Date     Condition        Report By
 NO0379  HISTORY     - 1949     MONUMENTED       CGS
 NO0379
 NO0379                          STATION DESCRIPTION
 NO0379
 NO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0379'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-SOUTHWEST OF NORDEN
 NO0379'AND 0.75 MILE NORTH OF THE NIOBRARA RIVER.  IT IS IN A PASTURE
 NO0379'JUST SOUTH OF A CULTIVATED FIELD, 150 FEET NORTH OF THE NORTH
 NO0379'EDGE OF A BLUFF AND 148 FEET WEST-SOUTHWEST OF A T-FENCE
 NO0379'CORNER.  IT IS STAMPED RUFF 1949 AND PROJECTS 3 INCHES.
 NO0379'
 NO0379'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, IN THE
 NO0379'EAST EDGE OF A PASTURE, 1 FOOT SOUTH OF A T-FENCE CORNER AND IS
 NO0379'ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED RUFF
 NO0379'NO 1 1949 AND PROJECTS 3 INCHES.
 NO0379'
 NO0379'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, IN THE
 NO0379'EAST EDGE OF A PASTURE, 175 FEET SOUTH-SOUTHWEST OF A T-FENCE
 NO0379'CORNER, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND IS ON THE
 NO0379'SAME ELEVATION AS THE STATION.  IT IS STAMPED RUFF NO 2 1949
 NO0379'AND PROJECTS 4 INCHES.
 NO0379'
 NO0379'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, IN THE
 NO0379'NORTHEAST CORNER OF A CULTIVATED FIELD, 18 FEET WEST OF THE CENTER
 NO0379'OF A TRACK ROAD AND 1 FOOT EAST OF A FENCE CORNER.  IT IS STAMPED
 NO0379'RUFF 1949 AND PROJECTS 3 INCHES.
 NO0379'
 NO0379'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 7
 NO0379'AND THE MAIN STREET IN THE NORTH EDGE OF NORDEN, GO WEST AND
 NO0379'NORTH ON STATE ROUTE NO. 7 FOR 7.0 MILES TO A T-ROAD SOUTH AT
 NO0379'TWO MAIL BOXES ON NORTH SIDE OF ROAD, TURN LEFT AND GO SOUTH ON
 NO0379'GRADED ROAD FOR 2.05 MILES TO THE END OF GRADED ROAD AND AZIMUTH
 NO0379'MARK ON RIGHT AS DESCRIBED, CONTINUE SOUTH AND EAST ON TRACK
 NO0379'ROAD FOR 0.45 MILE TO A WIRE GATE, PASS THROUGH GATE, TURN RIGHT
 NO0379'AND GO SOUTH ALONG WEST SIDE OF FENCE FOR 0.3 MILE, TURN RIGHT
 NO0379'AND GO WEST ALONG SOUTH EDGE OF FIELD FOR 0.35 MILE TO A
 NO0379'T-FENCE CORNER AND STATION JUST WEST-SOUTHWEST AS DESCRIBED.
 NO0379'
 NO0379'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1900 ***********************************************************************
 NM1900  DESIGNATION -  RUNNING WATER S BASE
 NM1900  PID         -  NM1900
 NM1900  STATE/COUNTY-  NE/KNOX
 NM1900  COUNTRY     -  US
 NM1900  USGS QUAD   -  SPRINGFIELD (2017)
 NM1900
 NM1900                         *CURRENT SURVEY CONTROL
 NM1900  ______________________________________________________________________
 NM1900* NAD 83(1996) POSITION- 42 46 04.02411(N) 097 57 24.51456(W)   ADJUSTED
 NM1900* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 NM1900  ______________________________________________________________________
 NM1900  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 NM1900  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 NM1900  HORZ ORDER      -  SECOND
 NM1900
 NM1900.The horizontal coordinates were established by classical geodetic methods
 NM1900.and adjusted by the National Geodetic Survey in January 1998.
 NM1900
 NM1900.The orthometric height was scaled from a topographic map.
 NM1900
 NM1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1900.GEOID18 height accuracy estimate available here.
 NM1900
 NM1900.Click photographs - Photos may exist for this station.
 NM1900
 NM1900.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1900
 NM1900. The following values were computed from the NAD 83(1996) position.
 NM1900
 NM1900;                    North         East     Units Scale Factor Converg.
 NM1900;SPC NE       -   327,801.314   667,197.762   MT  0.99990180   +1 21 14.5
 NM1900;SPC NE       - 1,075,461.48  2,188,964.66   sFT  0.99990180   +1 21 14.5
 NM1900;SPC SD S     -    51,047.207   794,488.804   MT  1.00001616   +1 38 22.0
 NM1900;SPC SD S     -   167,477.38  2,606,585.35   sFT  1.00001616   +1 38 22.0
 NM1900;UTM  14      - 4,735,555.801   585,348.607   MT  0.99968962   +0 42 30.2
 NM1900
 NM1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1900!SPC NE       -   0.99994348  x   0.99990180  =   0.99984529
 NM1900!SPC SD S     -   0.99994348  x   1.00001616  =   0.99995964
 NM1900!UTM  14      -   0.99994348  x   0.99968962  =   0.99963312
 NM1900
 NM1900:                Primary Azimuth Mark                     Grid Az
 NM1900:SPC NE       -  RUNNING WATER N BASE                     034 41 48.7
 NM1900:SPC SD S     -  RUNNING WATER N BASE                     034 24 41.2
 NM1900:UTM  14      -  RUNNING WATER N BASE                     035 20 33.0
 NM1900
 NM1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8534835555(NAD 83)
 NM1900
 NM1900|---------------------------------------------------------------------|
 NM1900| PID    Reference Object                     Distance      Geod. Az  |
 NM1900|                                                           dddmmss.s |
 NM1900| NM1897 RUNNING WATER N BASE                APPROX. 4.3 KM 0360303.2 |
 NM1900|---------------------------------------------------------------------|
 NM1900
 NM1900                          SUPERSEDED SURVEY CONTROL
 NM1900
 NM1900  NAD 83(1986)-  42 46 04.03351(N)    097 57 24.51290(W) AD(       ) 2
 NM1900  NAD 27      -  42 46 04.03200(N)    097 57 23.25900(W) AD(       ) 2
 NM1900  MORC        -  42 46 01.81000(N)    097 57 24.49000(W) AD(       ) 3
 NM1900
 NM1900.Superseded values are not recommended for survey control.
 NM1900
 NM1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1900.See file dsdata.pdf to determine how the superseded data were derived.
 NM1900
 NM1900_MARKER: Z = SEE DESCRIPTION
 NM1900_SETTING: 0 = UNSPECIFIED SETTING
 NM1900
 NM1900  HISTORY     - Date     Condition        Report By
 NM1900  HISTORY     - 1889     MONUMENTED       MORC
 NM1900
 NM1900                          STATION DESCRIPTION
 NM1900
 NM1900'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 NM1900'RUNNING WATER SOUTH BASE IS ON LEFT BANK, 300 FEET NORTH OF
 NM1900'THE RIVER, ONE-HALF OF A MILE NEARLY EAST FROM THE RAILROAD
 NM1900'DEPOT AT RUNNING WATER.  THE STATION IS ON A SLIGHT RISE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1300 ***********************************************************************
 LH1300  DESIGNATION -  RUSCO
 LH1300  PID         -  LH1300
 LH1300  STATE/COUNTY-  NE/BUFFALO
 LH1300  COUNTRY     -  US
 LH1300  USGS QUAD   -  RIVERDALE (2017)
 LH1300
 LH1300                         *CURRENT SURVEY CONTROL
 LH1300  ______________________________________________________________________
 LH1300* NAD 83(1995) POSITION- 40 52 20.95413(N) 099 08 29.06968(W)   ADJUSTED
 LH1300* NAVD 88 ORTHO HEIGHT -   704.20  (meters)     2310.4   (feet) RESET
 LH1300  ______________________________________________________________________
 LH1300  GEOID HEIGHT    -        -24.093 (meters)                     GEOID18
 LH1300  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 LH1300  HORZ ORDER      -  SECOND
 LH1300  VERT ORDER      -  THIRD
 LH1300
 LH1300.The horizontal coordinates were established by classical geodetic methods
 LH1300.and adjusted by the National Geodetic Survey in August 1997.
 LH1300
 LH1300.The orthometric height was computed from unverified reset data.
 LH1300
 LH1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1300.GEOID18 height accuracy estimate available here.
 LH1300
 LH1300.Click photographs - Photos may exist for this station.
 LH1300
 LH1300.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1300
 LH1300. The following values were computed from the NAD 83(1995) position.
 LH1300
 LH1300;                    North         East     Units Scale Factor Converg.
 LH1300;SPC NE       -   115,733.693   572,355.305   MT  0.99971925   +0 34 08.3
 LH1300;SPC NE       -   379,702.96  1,877,802.36   sFT  0.99971925   +0 34 08.3
 LH1300;UTM  14      - 4,524,611.717   488,084.458   MT  0.99960175   -0 05 33.1
 LH1300
 LH1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1300!SPC NE       -   0.99989333  x   0.99971925  =   0.99961261
 LH1300!UTM  14      -   0.99989333  x   0.99960175  =   0.99949512
 LH1300
 LH1300:                Primary Azimuth Mark                     Grid Az
 LH1300:SPC NE       -  RUSCO AZ MK                              089 53 11.6
 LH1300:UTM  14      -  RUSCO AZ MK                              090 32 53.0
 LH1300
 LH1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8808424611(NAD 83)
 LH1300
 LH1300|---------------------------------------------------------------------|
 LH1300| PID    Reference Object                     Distance      Geod. Az  |
 LH1300|                                                           dddmmss.s |
 LH1300| AI1417 RUSCO AZ MK                                        0902719.9 |
 LH1300| LH0650 L 294                                48.607 METERS 17341     |
 LH1300| CN9634 RUSCO RM 1                           22.278 METERS 21915     |
 LH1300|---------------------------------------------------------------------|
 LH1300
 LH1300                          SUPERSEDED SURVEY CONTROL
 LH1300
 LH1300  NAD 83(1986)-  40 52 20.96150(N)    099 08 29.07170(W) AD(       ) 2
 LH1300  NAD 27      -  40 52 20.92200(N)    099 08 27.74500(W) AD(       ) 2
 LH1300
 LH1300.Superseded values are not recommended for survey control.
 LH1300
 LH1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1300.See file dsdata.pdf to determine how the superseded data were derived.
 LH1300
 LH1300_MARKER: DS = TRIANGULATION STATION DISK
 LH1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1300_STAMPING: RUSCO 1950
 LH1300_MARK LOGO: CGS
 LH1300_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1300+STABILITY: SURFACE MOTION
 LH1300
 LH1300  HISTORY     - Date     Condition        Report By
 LH1300  HISTORY     - 1950     MONUMENTED       CGS
 LH1300  HISTORY     - 19970715 GOOD             NGS
 LH1300
 LH1300                          STATION DESCRIPTION
 LH1300
 LH1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1300'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 3 MILES WEST OF
 LH1300'KEARNEY, ACROSS FROM AN UNGRADED SECTION LINE ROAD.  IT IS 84
 LH1300'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 54 FEET NORTH OF A
 LH1300'FENCE CORNER WITH A TRIANGLE BLAZE, 3 FEET NORTH NORTHEAST OF A
 LH1300'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK
 LH1300'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RUSCO 1950.
 LH1300'
 LH1300'REFERENCE MARK NO. 1 IS 46 FEET WEST OF A FENCE CORNER WITH A
 LH1300'TRIANGLE BLAZE, 27 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1300'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND
 LH1300'THE DISK IS STAMPED RUSCO NO 1 1950.
 LH1300'
 LH1300'BENCH MARK, L-294 1949 WAS USED AS AN R.M. NO. 2.  IT IS A
 LH1300'STANDARD USC AND GS BENCH MARK DISK SET IN A ROUND CONCRETE POST.
 LH1300'IT IS 75 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1300'42 FEET SOUTH OF A CORNER POST, 12 FEET EAST OF THE
 LH1300'CENTERLINE OF A TRACK ROAD, 2 FEET NORTH OF A WHITE WITNESS
 LH1300'POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS
 LH1300'ABOUT 2 INCHES AND THE DISK IS STAMPED L-294 1949.
 LH1300'
 LH1300'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LH1300'RUSCO 1950 TO BENCH MARK, L-294 1949.
 LH1300'
 LH1300'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1300'4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.
 LH1300'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LH1300'RUSCO 1950.
 LH1300'
 LH1300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LH1300'ROUTE 10 AT THE MONUMENT IN KEARNEY, GO NORTH, WEST AND
 LH1300'NORTH, WEST AND NORTH ON STATE ROUTE 10 FOR 11.8 MILES TO A
 LH1300'CROSSROADS.  TURN LEFT (WEST) AND GO 2.1 MILES TO AZIMUTH MARK
 LH1300'ON LEFT ACROSS FROM A WHITE HOUSE.  CONTINUE WEST FOR 0.8 MILE
 LH1300'TO A SIDE ROAD ON SOUTH SIDE OF ROAD AND STATION SITE ON NORTH
 LH1300'AS DESCRIBED.
 LH1300'
 LH1300'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1300
 LH1300                          STATION RECOVERY (1997)
 LH1300
 LH1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1300'RECOVERED IN GOOD CONDITION ABOUT 12.75 MI (20.52 KM) NORTHWEST OF
 LH1300'KEARNEY, 3 MI (4.8 KM) WEST OF STATE HIGHWAY 10 AND IN THE SW CORNER
 LH1300'OF SEC33, T11N, R16W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 LH1300'HIGHWAYS 10 AND 40, WHICH IS ABOUT 3.5 MI (5.6 KM) NORTH OF KEARNEY,
 LH1300'GO NORTH ON HIGHWAY 10 FOR 8.5 MI (13.7 KM) TO A GRAVELED CROSSROAD,
 LH1300'POLE LINE ROAD.  TURN LEFT AND GO WEST ON POLE LINE ROAD FOR 2.9 MI
 LH1300'(4.7 KM) TO THE STATION ON THE RIGHT AND L 294 ON THE LEFT.  THE DISK
 LH1300'IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS RECESSSED 2 CM
 LH1300'BELOW THE GROUND SURFACE.  IT IS 48.61 M (159.48 FT) NORTH OF BENCH
 LH1300'MARK L 294, 39.38 M (129.20 FT) NORTHWEST OF THE CENTER OF THE TOP OF
 LH1300'A GAS METER, 26.0 M (85.3 FT) NORTH FROM THE CENTERLINE OF POLE LINE
 LH1300'ROAD, 16.34 M (53.61 FT) NORTH-NORTHEAST OF A FENCE CORNER AND 6.3 M
 LH1300'(20.7 FT) EAST OF A WITNESS POST AND A NORTH-SOUTH FENCE.  REBAR WAS
 LH1300'DRIVEN ALONG THE NORTH SIDE OF THE MARK.  THE MARK WOULD HAVE MARGINAL
 LH1300'USE FOR GPS SURVEYS BECAUSE OF TREES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0389 ***********************************************************************
 NO0389  DESIGNATION -  RUSH
 NO0389  PID         -  NO0389
 NO0389  STATE/COUNTY-  NE/BROWN
 NO0389  COUNTRY     -  US
 NO0389  USGS QUAD   -  BRUSH CREEK (2017)
 NO0389
 NO0389                         *CURRENT SURVEY CONTROL
 NO0389  ______________________________________________________________________
 NO0389* NAD 83(1995) POSITION- 42 35 57.34463(N) 100 10 10.48582(W)   ADJUSTED
 NO0389* NAVD 88 ORTHO HEIGHT -   826.    (meters)     2710.    (feet) SCALED
 NO0389  ______________________________________________________________________
 NO0389  GEOID HEIGHT    -        -22.119 (meters)                     GEOID18
 NO0389  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 NO0389  HORZ ORDER      -  SECOND
 NO0389
 NO0389.The horizontal coordinates were established by classical geodetic methods
 NO0389.and adjusted by the National Geodetic Survey in August 1997.
 NO0389
 NO0389.The orthometric height was scaled from a topographic map.
 NO0389
 NO0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0389.GEOID18 height accuracy estimate available here.
 NO0389
 NO0389.Click photographs - Photos may exist for this station.
 NO0389
 NO0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0389
 NO0389. The following values were computed from the NAD 83(1995) position.
 NO0389
 NO0389;                    North         East     Units Scale Factor Converg.
 NO0389;SPC NE       -   307,121.138   486,085.032   MT  0.99984101   -0 06 44.6
 NO0389;SPC NE       - 1,007,613.27  1,594,763.98   sFT  0.99984101   -0 06 44.6
 NO0389;UTM  14      - 4,716,978.031   404,051.761   MT  0.99971326   -0 47 30.2
 NO0389
 NO0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0389!SPC NE       -   0.99987390  x   0.99984101  =   0.99971493
 NO0389!UTM  14      -   0.99987390  x   0.99971326  =   0.99958719
 NO0389
 NO0389:                Primary Azimuth Mark                     Grid Az
 NO0389:SPC NE       -  RUSH AZ MK                               007 15 26.9
 NO0389:UTM  14      -  RUSH AZ MK                               007 56 12.5
 NO0389
 NO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0405116978(NAD 83)
 NO0389
 NO0389|---------------------------------------------------------------------|
 NO0389| PID    Reference Object                     Distance      Geod. Az  |
 NO0389|                                                           dddmmss.s |
 NO0389| CO4433 RUSH AZ MK                                         0070842.3 |
 NO0389| NO0387 AINSWORTH MUN APT CONTROL TWR       APPROX.14.0 KM 0994204.7 |
 NO0389| NO0386 AINSWORTH MUN AIRPORT BCN           APPROX.14.0 KM 1000951.4 |
 NO0389| CO4434 RUSH RM 1                             6.989 METERS 13403     |
 NO0389| CO4435 RUSH RM 2                             6.230 METERS 25325     |
 NO0389| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX. 7.2 KM 3102312.3 |
 NO0389|---------------------------------------------------------------------|
 NO0389
 NO0389                          SUPERSEDED SURVEY CONTROL
 NO0389
 NO0389  NAD 83(1986)-  42 35 57.35043(N)    100 10 10.49669(W) AD(       ) 2
 NO0389  NAD 27      -  42 35 57.34100(N)    100 10 09.03800(W) AD(       ) 2
 NO0389
 NO0389.Superseded values are not recommended for survey control.
 NO0389
 NO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0389.See file dsdata.pdf to determine how the superseded data were derived.
 NO0389
 NO0389_MARKER: DS = TRIANGULATION STATION DISK
 NO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0389_STAMPING: RUSH 1949
 NO0389_MARK LOGO: CGS
 NO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0389+STABILITY: SURFACE MOTION
 NO0389
 NO0389  HISTORY     - Date     Condition        Report By
 NO0389  HISTORY     - 1949     MONUMENTED       CGS
 NO0389
 NO0389                          STATION DESCRIPTION
 NO0389
 NO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0389'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF WOOD LAKE,
 NO0389'0.75 MILE EAST OF THE BROWN-CHERRY COUNTY LINE AND 0.5 MILE
 NO0389'SOUTH OF U.S. HIGHWAY 20 ON LAND OWNED BY MR. LYLE BEST.  IT
 NO0389'IS ON THE HIGHEST POINT OF SANDY HILL, 7 FEET NORTHWEST OF
 NO0389'WITNESS POST.  IT IS STAMPED RUSH 1949 AND PROJECTS 1 INCH.
 NO0389'
 NO0389'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 20 FEET
 NO0389'SOUTHEAST OF WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE
 NO0389'STATION IN ELEVATION.  IT IS STAMPED RUSH NO 1 1949 AND
 NO0389'PROJECTS 2 INCHES.
 NO0389'
 NO0389'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 18 FEET
 NO0389'WEST OF WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION
 NO0389'IN ELEVATION.  IT IS STAMPED RUSH NO 2 1949 AND PROJECTS 1 INCH.
 NO0389'
 NO0389'THE AZIMUTH MARK IS NORTH OF THE STATION, 30 FEET SOUTH OF
 NO0389'THE CENTER OF U.S. HIGHWAY 20, 1 FOOT NORTH OF EAST-WEST FENCE
 NO0389'LINE AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED RUSH 1949
 NO0389'AND PROJECTS 2 INCHES.
 NO0389'
 NO0389'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 NO0389'U.S. HIGHWAY 20 AT WELKERS PHILLIPS 66 SERVICE STATION IN
 NO0389'WOOD LAKE, GO EAST-SOUTHEAST ON U.S. HIGHWAY 20 FOR 3.15 MILES
 NO0389'TO CHERRY AND BROWN COUNTY LINE, CONTINUE ON U.S. HIGHWAY
 NO0389'20 FOR 0.95 MILE TO GATE ON THE RIGHT AND STOCK PENS ON THE
 NO0389'LEFT, (CONTINUE EAST ON U.S. HIGHWAY 20 FOR 0.1 MILE TO THE
 NO0389'AZIMUTH MARK ON THE RIGHT AS DESCRIBED), TURN RIGHT THROUGH
 NO0389'GATE AND BEAR LEFT FOR 0.35 MILE TO GATE IN FENCE CORNER, GO
 NO0389'THROUGH GATE AND GO SOUTH ALONG WEST SIDE OF FENCE FOR 0.15
 NO0389'MILE, TURN RIGHT AND GO SOUTHWEST FOR 0.25 MILE TO HIGHEST
 NO0389'POINT OF HILL AND STATION AS DESCRIBED.
 NO0389'
 NO0389'A 74 FOOT SIGNAL AT STATION WOOD LAKE IS VISIBLE AT 4 FEET.
 NO0389'
 NO0389'A 4 FOOT SIGNAL AT STATION NIOBRARA IS VISIBLE AT 4 FEET.
 NO0389'
 NO0389'A 74 FOOT SIGNAL AT STATION AINSPORT IS VISIBLE AT 4 FEET.
 NO0389'
 NO0389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0452 ***********************************************************************
 MN0452  DESIGNATION -  RUSH
 MN0452  PID         -  MN0452
 MN0452  STATE/COUNTY-  NE/CHEYENNE
 MN0452  COUNTRY     -  US
 MN0452  USGS QUAD   -  LISCO SW (2017)
 MN0452
 MN0452                         *CURRENT SURVEY CONTROL
 MN0452  ______________________________________________________________________
 MN0452* NAD 83(1995) POSITION- 41 16 14.82458(N) 102 40 37.93203(W)   ADJUSTED
 MN0452* NAVD 88 ORTHO HEIGHT -  1205.    (meters)     3953.    (feet) SCALED
 MN0452  ______________________________________________________________________
 MN0452  GEOID HEIGHT    -        -19.983 (meters)                     GEOID18
 MN0452  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 MN0452  HORZ ORDER      -  SECOND
 MN0452
 MN0452.The horizontal coordinates were established by classical geodetic methods
 MN0452.and adjusted by the National Geodetic Survey in August 1997.
 MN0452
 MN0452.The orthometric height was scaled from a topographic map.
 MN0452
 MN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0452.GEOID18 height accuracy estimate available here.
 MN0452
 MN0452.Click photographs - Photos may exist for this station.
 MN0452
 MN0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0452
 MN0452. The following values were computed from the NAD 83(1995) position.
 MN0452
 MN0452;                    North         East     Units Scale Factor Converg.
 MN0452;SPC NE       -   163,065.361   275,787.915   MT  0.99966697   -1 46 27.0
 MN0452;SPC NE       -   534,990.27    904,814.18   sFT  0.99966697   -1 46 27.0
 MN0452;UTM  13      - 4,571,419.530   694,556.092   MT  1.00006587   +1 31 57.5
 MN0452
 MN0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0452!SPC NE       -   0.99981423  x   0.99966697  =   0.99948126
 MN0452!UTM  13      -   0.99981423  x   1.00006587  =   0.99988009
 MN0452
 MN0452:                Primary Azimuth Mark                     Grid Az
 MN0452:SPC NE       -  RUSH AZ MK                               284 33 54.5
 MN0452:UTM  13      -  RUSH AZ MK                               281 15 30.0
 MN0452
 MN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9455671419(NAD 83)
 MN0452
 MN0452|---------------------------------------------------------------------|
 MN0452| PID    Reference Object                     Distance      Geod. Az  |
 MN0452|                                                           dddmmss.s |
 MN0452| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX.12.5 KM 1001241.2 |
 MN0452| CP8547 RUSH RM 1                            21.469 METERS 17844     |
 MN0452| CP8546 RUSH AZ MK                                         2824727.5 |
 MN0452| CP8548 RUSH RM 2                            25.276 METERS 28953     |
 MN0452|---------------------------------------------------------------------|
 MN0452
 MN0452                          SUPERSEDED SURVEY CONTROL
 MN0452
 MN0452  NAD 83(1993)-  41 16 14.82434(N)    102 40 37.93250(W) AD(       ) 2
 MN0452  NAD 83(1986)-  41 16 14.82034(N)    102 40 37.93353(W) AD(       ) 2
 MN0452  NAD 27      -  41 16 14.87960(N)    102 40 36.22690(W) AD(       ) 2
 MN0452
 MN0452.Superseded values are not recommended for survey control.
 MN0452
 MN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0452.See file dsdata.pdf to determine how the superseded data were derived.
 MN0452
 MN0452_MARKER: DS = TRIANGULATION STATION DISK
 MN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0452_STAMPING: RUSH 1963
 MN0452_MARK LOGO: CGS
 MN0452_PROJECTION: RECESSED 46 CENTIMETERS
 MN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0452+STABILITY: SURFACE MOTION
 MN0452
 MN0452  HISTORY     - Date     Condition        Report By
 MN0452  HISTORY     - 1963     MONUMENTED       CGS
 MN0452
 MN0452                          STATION DESCRIPTION
 MN0452
 MN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0452'THE STATION IS LOCATED ON THE PROPERTY OF MR. KORD J. DYKMAN,
 MN0452'WHICH IS ABOUT 16 MILES EAST AND 3-1/2 MILES SOUTH OF GURLEY
 MN0452'AND 8-3/4 MILES NORTH AND 2-1/4 MILES WEST OF LODGEPOLE.
 MN0452'
 MN0452'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0452'EAST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MN0452'LEFT, NORTH ON GRAVELED ROAD FOR 8.3 MILES TO A CROSSROAD.
 MN0452'TURN LEFT, WEST ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.
 MN0452'CONTINUE STRAIGHT AHEAD WEST AND NORTH ON GRAVELED ROAD FOR 0.85
 MN0452'MILE TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD AS
 MN0452'DESCRIBED.
 MN0452'
 MN0452'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 MN0452'WEST ON GRAVELED ROAD FOR 0.55 MILE TO A T-INTERSECTION AND
 MN0452'THE AZIMUTH MARK ON THE WEST SIDE OF THE NORTH-SOUTH GRAVELED
 MN0452'ROAD AS DESCRIBED.
 MN0452'
 MN0452'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 16-INCH
 MN0452'CIRCULAR CONCRETE MONUMENT.  IT IS SET 18 INCHES UNDERGROUND
 MN0452'AND IS STAMPED RUSH 1963.  IT IS 41 FEET WEST OF THE CENTER OF
 MN0452'A GRAVELED ROAD, 30 FEET SOUTH OF A NORTHEAST FENCE CORNER, 3.5
 MN0452'FEET WEST OF A METAL WITNESS POST AND 3.1 FEET WEST OF A WIRE
 MN0452'FENCE LINE.
 MN0452'
 MN0452'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0452'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MN0452'IS STAMPED RUSH NO 1 1963.  IT IS 40 FEET WEST OF THE CENTER
 MN0452'OF A GRAVELED ROAD AND 1.5 FEET WEST OF A WIRE FENCE.
 MN0452'
 MN0452'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0452'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS
 MN0452'STAMPED RUSH NO 2 1963.  IT IS 84.6 FEET WEST-NORTHWEST OF A
 MN0452'METAL WITNESS POST AND 0.7 FEET SOUTH OF AN EAST-WEST FENCE
 MN0452'LINE.
 MN0452'
 MN0452'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0452'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS STAMPED
 MN0452'RUSH 1963.  IT IS 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0452'GRAVELED ROAD 1.9 FEET SOUTHWEST OF A METAL WITNESS POST AND
 MN0452'1-1/2 FEET SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0605 ***********************************************************************
 NP0605  DESIGNATION -  RUSH
 NP0605  PID         -  NP0605
 NP0605  STATE/COUNTY-  NE/SHERIDAN
 NP0605  COUNTRY     -  US
 NP0605  USGS QUAD   -  RUSHVILLE (2017)
 NP0605
 NP0605                         *CURRENT SURVEY CONTROL
 NP0605  ______________________________________________________________________
 NP0605* NAD 83(1995) POSITION- 42 43 04.91658(N) 102 28 43.11431(W)   ADJUSTED
 NP0605* NAVD 88 ORTHO HEIGHT -  1139.3   (meters)     3738.    (feet) VERTCON
 NP0605  ______________________________________________________________________
 NP0605  GEOID HEIGHT    -        -18.154 (meters)                     GEOID18
 NP0605  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 NP0605  HORZ ORDER      -  SECOND
 NP0605
 NP0605.The horizontal coordinates were established by classical geodetic methods
 NP0605.and adjusted by the National Geodetic Survey in August 1997.
 NP0605
 NP0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0605
 NP0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0605.GEOID18 height accuracy estimate available here.
 NP0605
 NP0605.Click photographs - Photos may exist for this station.
 NP0605
 NP0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0605
 NP0605. The following values were computed from the NAD 83(1995) position.
 NP0605
 NP0605;                    North         East     Units Scale Factor Converg.
 NP0605;SPC NE       -   323,209.148   297,018.915   MT  0.99988294   -1 38 33.3
 NP0605;SPC NE       - 1,060,395.35    974,469.56   sFT  0.99988294   -1 38 33.3
 NP0605;UTM  13      - 4,732,586.254   706,454.308   MT  1.00012442   +1 42 39.8
 NP0605
 NP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0605!SPC NE       -   0.99982420  x   0.99988294  =   0.99970716
 NP0605!UTM  13      -   0.99982420  x   1.00012442  =   0.99994860
 NP0605
 NP0605:                Primary Azimuth Mark                     Grid Az
 NP0605:SPC NE       -  D 352                                    259 45 51.3
 NP0605:UTM  13      -  D 352                                    256 24 38.2
 NP0605
 NP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0645432586(NAD 83)
 NP0605
 NP0605|---------------------------------------------------------------------|
 NP0605| PID    Reference Object                     Distance      Geod. Az  |
 NP0605|                                                           dddmmss.s |
 NP0605| CQ4831 RUSH RM 1                            30.274 METERS 06931     |
 NP0605| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX. 1.3 KM 0725736.9 |
 NP0605| NP0050 D 352                               APPROX. 0.8 KM 2580718.0 |
 NP0605| CQ4832 RUSH RM 2                            22.533 METERS 34145     |
 NP0605|---------------------------------------------------------------------|
 NP0605
 NP0605                          SUPERSEDED SURVEY CONTROL
 NP0605
 NP0605  NAD 83(1993)-  42 43 04.91260(N)    102 28 43.11643(W) AD(       ) 2
 NP0605  NAD 83(1986)-  42 43 04.90781(N)    102 28 43.11281(W) AD(       ) 2
 NP0605  NAD 27      -  42 43 04.96355(N)    102 28 41.47992(W) AD(       ) 2
 NP0605  NGVD 29 (07/19/86) 1138.8    (m)         3736.     (f) VERT ANG       
 NP0605
 NP0605.Superseded values are not recommended for survey control.
 NP0605
 NP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0605.See file dsdata.pdf to determine how the superseded data were derived.
 NP0605
 NP0605_MARKER: DD = SURVEY DISK
 NP0605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0605+WITH SETTING: INFORMATION.
 NP0605_STAMPING: RUSH ET 1968
 NP0605_MARK LOGO: USGS
 NP0605_PROJECTION: FLUSH
 NP0605_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0605
 NP0605  HISTORY     - Date     Condition        Report By
 NP0605  HISTORY     - 1968     MONUMENTED       USGS
 NP0605
 NP0605                          STATION DESCRIPTION
 NP0605
 NP0605'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0605'THE STATION IS ABOUT 0.8 MI W. OF RUSHVILLE, NEAR THE S.
 NP0605'SIXTEENTH COR. BETWEEN SECS. 27 AND 28, T. 32 N., R. 44 W.,
 NP0605'NEAR THE JCT. OF U.S. HWY. 20 AND STATE HWY. 87 ABOUT 34 FT
 NP0605'W. OF STATE HWY. 87 ON N. RR. RIGHT-OF-WAY.
 NP0605'
 NP0605'TO REACH FROM THE CENTER OF RUSHVILLE, GO W. ON U.S. HWY. 20,
 NP0605'0.8 MI TO JCT. OF U.S. HWY. 20 AND STATE HWY. 87, TURN RIGHT
 NP0605'(N.) ON STATE HWY. 87 FOR 123 FT AND STATION ON LEFT.
 NP0605'
 NP0605'STATION MARK, STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NP0605'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NP0605'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET RUSH 1968, IS
 NP0605'123 FT N. AND 34 FT W. OF CENTER OF CROSSROADS, 23 FT N. OF
 NP0605'N. RAIL OF CHICAGO AND NORTH WESTERN RR. LINE, THE MARK IS
 NP0605'FLUSH WITH THE GROUND.
 NP0605'
 NP0605'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0605'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NP0605'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS 41 FT N. OF N.
 NP0605'RAIL OF C AND N.W. RR. LINE, 60 FT E. OF CENTER OF STATE
 NP0605'HWY. 87, 3 FT S. OF TELEPHONE POLE, 3 FT S. AND 6 FT W. OF
 NP0605'FENCE COR., THE MARK IS ENE. OF THE STATION AND FLUSH WITH THE
 NP0605'GROUND.
 NP0605'
 NP0605'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0605'COPPER COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NP0605'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS 97 FT N. OF N.
 NP0605'RAIL OF C AND N.W. RR. LINE, 57 FT W. OF CENTER OF STATE HWY.
 NP0605'87, 1 FT S. AND 5 FT E. OF POWERLINE POLE AND FENCE COR.,
 NP0605'THE MARK IS NNW. OF THE STATION AND FLUSH WITH THE GROUND.
 NP0605'
 NP0605'NO AZIMUTH MARK SET.
 NP0605'
 NP0605'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0605'
 NP0605'RUSHVILLE MWT, LOCATED IN N. EDGE OF RUSHVILLE, 135 FT E. OF
 NP0605'CENTER OF OLD STATE HWY. 87, IT IS A HORTON TANK BUILT IN
 NP0605'1951.
 NP0605'
 NP0605'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0604 ***********************************************************************
 NP0604  DESIGNATION -  RUSHVILLE MUNICIPAL WATER TANK
 NP0604  PID         -  NP0604
 NP0604  STATE/COUNTY-  NE/SHERIDAN
 NP0604  COUNTRY     -  US
 NP0604  USGS QUAD   -  RUSHVILLE (2017)
 NP0604
 NP0604                         *CURRENT SURVEY CONTROL
 NP0604  ______________________________________________________________________
 NP0604* NAD 83(1995) POSITION- 42 43 17.44022(N) 102 27 47.67968(W)   ADJUSTED
 NP0604  ______________________________________________________________________
 NP0604  GEOID HEIGHT    -        -18.162 (meters)                     GEOID18
 NP0604  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 NP0604  HORZ ORDER      -  THIRD
 NP0604
 NP0604.The horizontal coordinates were established by classical geodetic methods
 NP0604.and adjusted by the National Geodetic Survey in August 1997.
 NP0604
 NP0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0604.GEOID18 height accuracy estimate available here.
 NP0604
 NP0604.Click photographs - Photos may exist for this station.
 NP0604
 NP0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0604
 NP0604. The following values were computed from the NAD 83(1995) position.
 NP0604
 NP0604;                    North         East     Units Scale Factor Converg.
 NP0604;SPC NE       -   323,559.356   298,290.595   MT  0.99988423   -1 37 56.6
 NP0604;SPC NE       - 1,061,544.32    978,641.73   sFT  0.99988423   -1 37 56.6
 NP0604;UTM  13      - 4,733,010.362   707,703.627   MT  1.00013078   +1 43 17.9
 NP0604
 NP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0770333010(NAD 83)
 NP0604
 NP0604                          SUPERSEDED SURVEY CONTROL
 NP0604
 NP0604  NAD 83(1993)-  42 43 17.43610(N)    102 27 47.68204(W) AD(       ) 3
 NP0604  NAD 83(1986)-  42 43 17.43124(N)    102 27 47.67728(W) AD(       ) 3
 NP0604  NAD 27      -  42 43 17.48779(N)    102 27 46.03944(W) AD(       ) 3
 NP0604
 NP0604.Superseded values are not recommended for survey control.
 NP0604
 NP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0604.See file dsdata.pdf to determine how the superseded data were derived.
 NP0604
 NP0604_MARKER: 51 = TANK
 NP0604
 NP0604  HISTORY     - Date     Condition        Report By
 NP0604  HISTORY     - 1968     FIRST OBSERVED   USGS
 NP0604
 NP0604                          STATION DESCRIPTION
 NP0604
 NP0604'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NP0604'LOCATED IN NORTH EDGE OF RUSHVILLE, 135 FEET E OF CENTER OF
 NP0604'OLD STATE HWY 87, IT IS A HORTON TANK BUILT IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0880 ***********************************************************************
 LG0880  DESIGNATION -  RUSKIN MUNICIPAL TANK
 LG0880  PID         -  LG0880
 LG0880  STATE/COUNTY-  NE/NUCKOLLS
 LG0880  COUNTRY     -  US
 LG0880  USGS QUAD   -  RUSKIN (2017)
 LG0880
 LG0880                         *CURRENT SURVEY CONTROL
 LG0880  ______________________________________________________________________
 LG0880* NAD 83(1995) POSITION- 40 08 40.50931(N) 097 52 11.58938(W)   ADJUSTED
 LG0880  ______________________________________________________________________
 LG0880  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 LG0880  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 LG0880  HORZ ORDER      -  THIRD
 LG0880
 LG0880.The horizontal coordinates were established by classical geodetic methods
 LG0880.and adjusted by the National Geodetic Survey in August 1997.
 LG0880
 LG0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0880.GEOID18 height accuracy estimate available here.
 LG0880
 LG0880.Click photographs - Photos may exist for this station.
 LG0880
 LG0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0880
 LG0880. The following values were computed from the NAD 83(1995) position.
 LG0880
 LG0880;                    North         East     Units Scale Factor Converg.
 LG0880;SPC NE       -    36,795.736   681,484.771   MT  0.99993778   +1 24 41.8
 LG0880;SPC NE       -   120,720.68  2,235,837.95   sFT  0.99993778   +1 24 41.8
 LG0880;UTM  14      - 4,444,417.156   596,263.496   MT  0.99971407   +0 43 43.2
 LG0880
 LG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9626344417(NAD 83)
 LG0880
 LG0880                          SUPERSEDED SURVEY CONTROL
 LG0880
 LG0880  NAD 83(1986)-  40 08 40.51616(N)    097 52 11.59201(W) AD(       ) 3
 LG0880  NAD 27      -  40 08 40.48200(N)    097 52 10.45500(W) AD(       ) 3
 LG0880
 LG0880.Superseded values are not recommended for survey control.
 LG0880
 LG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0880.See file dsdata.pdf to determine how the superseded data were derived.
 LG0880
 LG0880_MARKER: 53 = ELEVATED TANK
 LG0880
 LG0880  HISTORY     - Date     Condition        Report By
 LG0880  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0880  HISTORY     - 20050713 GOOD             USPSQD
 LG0880
 LG0880                          STATION DESCRIPTION
 LG0880
 LG0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0880'IT IS LOCATED NEAR THE CENTER OF THE TOWN OF RUSKIN, ABOUT
 LG0880'250 FEET NORTH OF THE CENTER OF THE BUSINESS DISTRICT OF THE
 LG0880'TOWN.  THE TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL
 LG0880'STRUCTURE.  ITS OVERALL HEIGHT IS ABOUT 120 FEET.  THE POINT
 LG0880'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0880
 LG0880                          STATION RECOVERY (2005)
 LG0880
 LG0880'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0880'STATION FOUND GOOD. SITE LOCATED. TANK IS NORTH OF MAIN STREET, SOUTH
 LG0880'OF DELAWARE STREET, EAST OF 'D' STREET, AND WEST OF 'C' STREET, IN THE
 LG0880'NORTHWEST CORNER OF THE BLOCK. TANK IS A CONICAL SHAPED SILVER TANK
 LG0880'WITH BLACK LETTERING RUSKIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1883 ***********************************************************************
 MK1883  DESIGNATION -  RUTH RESET
 MK1883  PID         -  MK1883
 MK1883  STATE/COUNTY-  NE/BUTLER
 MK1883  COUNTRY     -  US
 MK1883  USGS QUAD   -  RISING CITY (2017)
 MK1883
 MK1883                         *CURRENT SURVEY CONTROL
 MK1883  ______________________________________________________________________
 MK1883* NAD 83(1995) POSITION- 41 09 47.99697(N) 097 19 31.53734(W)   ADJUSTED
 MK1883* NAVD 88 ORTHO HEIGHT -   492.    (meters)     1614.    (feet) SCALED
 MK1883  ______________________________________________________________________
 MK1883  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 MK1883  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 MK1883  HORZ ORDER      -  FIRST
 MK1883
 MK1883.The horizontal coordinates were established by classical geodetic methods
 MK1883.and adjusted by the National Geodetic Survey in August 1997.
 MK1883
 MK1883.The orthometric height was scaled from a topographic map.
 MK1883
 MK1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1883.GEOID18 height accuracy estimate available here.
 MK1883
 MK1883.Click photographs - Photos may exist for this station.
 MK1883
 MK1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1883
 MK1883. The following values were computed from the NAD 83(1995) position.
 MK1883
 MK1883;                    North         East     Units Scale Factor Converg.
 MK1883;SPC NE       -   151,134.744   724,360.842   MT  0.99967636   +1 46 20.8
 MK1883;SPC NE       -   495,847.91  2,376,507.20   sFT  0.99967636   +1 46 20.8
 MK1883;UTM  14      - 4,558,240.294   640,488.625   MT  0.99984291   +1 06 08.6
 MK1883
 MK1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1883!SPC NE       -   0.99992687  x   0.99967636  =   0.99960326
 MK1883!UTM  14      -   0.99992687  x   0.99984291  =   0.99976979
 MK1883
 MK1883:                Primary Azimuth Mark                     Grid Az
 MK1883:SPC NE       -  RUTH AZ MK                               205 54 37.9
 MK1883:UTM  14      -  RUTH AZ MK                               206 34 50.1
 MK1883
 MK1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4048858240(NAD 83)
 MK1883
 MK1883|---------------------------------------------------------------------|
 MK1883| PID    Reference Object                     Distance      Geod. Az  |
 MK1883|                                                           dddmmss.s |
 MK1883| MK1884 RISING CITY METH CH SPIRE           APPROX. 4.4 KM 0315252.6 |
 MK1883| MK1885 RISING CITY STANDPIPE               APPROX. 4.3 KM 0351710.5 |
 MK1883| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX.19.6 KM 0572126.5 |
 MK1883| MK1863 DAVID CITY TANK                     APPROX.20.0 KM 0593248.8 |
 MK1883| MK1882 WHITE COUNTRY CH SPIRE              APPROX.12.7 KM 0802303.6 |
 MK1883| MK1866 ST FRANCIS CHURCH SPIRE             APPROX.20.6 KM 0821028.5 |
 MK1883| MK1867 BRAINARD HOLY TRINITY CH SPIRE      APPROX.27.2 KM 0840424.4 |
 MK1883| CN9639 RUTH RM 1                            35.093 METERS 12145     |
 MK1883| CN9641 RUTH RM 3                            40.720 METERS 12359     |
 MK1883| MK1881 ULYSSES TANK                        APPROX.14.1 KM 1343159.1 |
 MK1883| MK1890 GRESHAM MUNICIPAL TANK              APPROX.16.4 KM 2032600.0 |
 MK1883| CN9638 RUTH AZ MK                                         2074058.7 |
 MK1883| CN9642 RUTH RM 4                            35.807 METERS 24415     |
 MK1883| CN9640 RUTH RM 2                            45.950 METERS 24425     |
 MK1883| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX.23.4 KM 2562708.9 |
 MK1883| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX.18.7 KM 2760557.9 |
 MK1883| MK1892 SHELBY CATHOLIC CH DOME             APPROX. 8.9 KM 2894840.8 |
 MK1883| MK1891 SHELBY MUNICIPAL TANK               APPROX. 9.2 KM 2921226.0 |
 MK1883| MK1886 RUTH RM 5                            10.601 METERS 35729     |
 MK1883|---------------------------------------------------------------------|
 MK1883
 MK1883                          SUPERSEDED SURVEY CONTROL
 MK1883
 MK1883  NAD 83(1986)-  41 09 48.00640(N)    097 19 31.53905(W) AD(       ) 1
 MK1883  NAD 27      -  41 09 47.95200(N)    097 19 30.37500(W) AD(       ) 1
 MK1883
 MK1883.Superseded values are not recommended for survey control.
 MK1883
 MK1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1883.See file dsdata.pdf to determine how the superseded data were derived.
 MK1883
 MK1883_MARKER: DS = TRIANGULATION STATION DISK
 MK1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1883_STAMPING: RUTH 1935
 MK1883_MARK LOGO: CGS
 MK1883_PROJECTION: RECESSED 30 CENTIMETERS
 MK1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1883+STABILITY: SURFACE MOTION
 MK1883
 MK1883  HISTORY     - Date     Condition        Report By
 MK1883  HISTORY     - 1935     MONUMENTED       CGS
 MK1883  HISTORY     - 1950     GOOD             CGS
 MK1883
 MK1883                          STATION DESCRIPTION
 MK1883
 MK1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1883'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 21, T. 14 N.,
 MK1883'R. 1 E., ABOUT 1 MILE WEST AND 2.5 MILES SOUTH OF RISING CITY,
 MK1883'1 MILE WEST AND 4 MILES NORTH OF SURPRISE, ON NORTH SIDE OF ROAD,
 MK1883'IN SOUTHWEST CORNER OF FARMHOUSE LOT ON WHICH MRS. RUTHS HOUSE
 MK1883'STANDS IN TELEPHONE POLE LINE, 34 FEET NORTH OF CENTERLINE OF
 MK1883'DIRT ROAD, AND 56 FEET EAST OF TELEPHONE POLE.
 MK1883'
 MK1883'TO REACH FROM RISING CITY POST OFFICE, GO SOUTH 0.35 MILE,
 MK1883'TURN WEST ON STATE HIGHWAY 16 AND GO 0.75 MILE, TURN LEFT
 MK1883'(SOUTH) ON GRAVELED ROAD AND GO 2.0 MILES, TURN WEST ONTO DIRT
 MK1883'ROAD AND GO 0.65 MILE TO THE RUTH HOUSE AND STATION.
 MK1883'
 MK1883'REFERENCE MARK NO. 1 IS SET IN EAST-WEST FENCE LINE, 27 FEET
 MK1883'SOUTH OF CENTERLINE OF ROAD PAST STATION.
 MK1883'
 MK1883'REFERENCE MARK NO. 2 IS SET IN EAST-WEST FENCE LINE, 27 FEET
 MK1883'SOUTH OF CENTERLINE OF ROAD PAST STATION.
 MK1883'
 MK1883'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF STATION, SET 20
 MK1883'FEET EAST OF CENTERLINE OF DIRT SECTION ROAD IN NORTH-SOUTH
 MK1883'FENCE.  REACHED FROM STATION BY GOING WEST 0.35 MILE, THENCE
 MK1883'LEFT (SOUTH) 0.5 MILE TO MARK.
 MK1883'
 MK1883'ALL MARKS PROJECT ABOUT 6 INCHES.
 MK1883'
 MK1883'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MK1883
 MK1883                          STATION RECOVERY (1950)
 MK1883
 MK1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1883'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK1883'THE STATION MARK WAS LOWERED BY REQUEST OF THE LAND OWNER AND
 MK1883'THREE NEW REFERENCE MARKS NOS. 3, 4 AND 5 WERE SET.  NO. 5
 MK1883'WAS USED AS AN ECCENTRIC STATION, DUE TO A POWERLINE PASSING
 MK1883'OVER THE TRUE STATION AND A TOWER COULD NOT BE BUILT.
 MK1883'
 MK1883'A NEW DESCRIPTION FOLLOWS.
 MK1883'
 MK1883'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE TOWN
 MK1883'OF RISING CITY, ALONG THE NORTH SIDE OF A DIRT ROAD AND IN THE
 MK1883'SOUTHWEST CORNER OF A FARM YARD.  IT IS 146 FEET SOUTHWEST
 MK1883'OF THE SOUTHWEST CORNER OF THE HOUSE, 34 FEET NORTH OF THE
 MK1883'CENTERLINE OF THE ROAD, 11 FEET EAST OF THE SOUTHWEST CORNER
 MK1883'OF YARD FENCE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 MK1883'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 MK1883'IS STAMPED RUTH 1935.
 MK1883'
 MK1883'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 MK1883'ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 MK1883'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1883'RUTH NO 3 1950.
 MK1883'
 MK1883'REFERENCE MARK NO. 4 IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 MK1883'ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 MK1883'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED RUTH
 MK1883'NO 4 1950.
 MK1883'
 MK1883'REFERENCE MARK NO. 5 IS 135 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MK1883'CORNER OF THE HOUSE-69 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MK1883'36 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 11.5 FEET EAST OF
 MK1883'THE WEST YARD FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 MK1883'GROUND AND THE DISK IS STAMPED RUTH NO 5 1950.
 MK1883'
 MK1883'AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 12
 MK1883'FEET NORTH OF A BRACED FENCE POST AND 1 FOOT WEST OF THE
 MK1883'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 MK1883'IS STAMPED RUTH 1935.
 MK1883'
 MK1883'THE 1935 TO REACH DESCRIPTION BY C.I.A. IS ADEQUATE.
 MK1883'
 MK1883'A TRAVERSE CONNECTION WAS MADE FROM RUTH 1935 TO REFERENCE MARK
 MK1883'NO. 5.
 MK1883'
 MK1883'OBSERVATIONS TAKEN FROM A 10 FT. STAND.
 MK1883'
 MK1883'A 10 FT. STAND NEEDED AT THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1886 ***********************************************************************
 MK1886  DESIGNATION -  RUTH RM 5
 MK1886  PID         -  MK1886
 MK1886  STATE/COUNTY-  NE/BUTLER
 MK1886  COUNTRY     -  US
 MK1886  USGS QUAD   -  RISING CITY (2017)
 MK1886
 MK1886                         *CURRENT SURVEY CONTROL
 MK1886  ______________________________________________________________________
 MK1886* NAD 83(1995) POSITION- 41 09 48.34028(N) 097 19 31.55730(W)   ADJUSTED
 MK1886* NAVD 88 ORTHO HEIGHT -   492.    (meters)     1614.    (feet) SCALED
 MK1886  ______________________________________________________________________
 MK1886  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 MK1886  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 MK1886  HORZ ORDER      -  SECOND
 MK1886
 MK1886.The horizontal coordinates were established by classical geodetic methods
 MK1886.and adjusted by the National Geodetic Survey in August 1997.
 MK1886
 MK1886.The orthometric height was scaled from a topographic map.
 MK1886
 MK1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1886.GEOID18 height accuracy estimate available here.
 MK1886
 MK1886.Click photographs - Photos may exist for this station.
 MK1886
 MK1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1886
 MK1886. The following values were computed from the NAD 83(1995) position.
 MK1886
 MK1886;                    North         East     Units Scale Factor Converg.
 MK1886;SPC NE       -   151,145.312   724,360.050   MT  0.99967635   +1 46 20.7
 MK1886;SPC NE       -   495,882.58  2,376,504.60   sFT  0.99967635   +1 46 20.7
 MK1886;UTM  14      - 4,558,250.873   640,487.956   MT  0.99984291   +1 06 08.6
 MK1886
 MK1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1886!SPC NE       -   0.99992687  x   0.99967635  =   0.99960325
 MK1886!UTM  14      -   0.99992687  x   0.99984291  =   0.99976979
 MK1886
 MK1886:                Primary Azimuth Mark                     Grid Az
 MK1886:SPC NE       -  RUTH AZ MK                               205 35 03.6
 MK1886:UTM  14      -  RUTH AZ MK                               206 15 15.7
 MK1886
 MK1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4048758250(NAD 83)
 MK1886
 MK1886|---------------------------------------------------------------------|
 MK1886| PID    Reference Object                     Distance      Geod. Az  |
 MK1886|                                                           dddmmss.s |
 MK1886| CN9641 RUTH RM 3                            46.670 METERS 13525     |
 MK1886| MK1883 RUTH RESET                           10.601 METERS 17729     |
 MK1886| CN9638 RUTH AZ MK                                         2072124.3 |
 MK1886| CN9642 RUTH RM 4                            42.969 METERS 22742     |
 MK1886|---------------------------------------------------------------------|
 MK1886
 MK1886                          SUPERSEDED SURVEY CONTROL
 MK1886
 MK1886  NAD 83(1986)-  41 09 48.34964(N)    097 19 31.55901(W) AD(       ) 2
 MK1886  NAD 27      -  41 09 48.29500(N)    097 19 30.39500(W) AD(       ) 2
 MK1886
 MK1886.Superseded values are not recommended for survey control.
 MK1886
 MK1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1886.See file dsdata.pdf to determine how the superseded data were derived.
 MK1886
 MK1886_MARKER: DR = REFERENCE MARK DISK
 MK1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1886_STAMPING: RUTH NO 5 1950
 MK1886_MARK LOGO: CGS
 MK1886_PROJECTION: FLUSH
 MK1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1886+STABILITY: SURFACE MOTION
 MK1886
 MK1886  HISTORY     - Date     Condition        Report By
 MK1886  HISTORY     - 1950     MONUMENTED       CGS
 MK1886
 MK1886                          STATION DESCRIPTION
 MK1886
 MK1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1886'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE TOWN
 MK1886'OF RISING CITY, ALONG THE NORTH SIDE OF A DIRT ROAD AND IN THE
 MK1886'SOUTHWEST CORNER OF A FARM YARD.  IT IS 135 FEET WEST-SOUTHWEST
 MK1886'OF THE SOUTHWEST CORNER OF THE HOUSE, 69 FEET NORTH OF THE
 MK1886'CENTERLINE OF THE DIRT ROAD, 36 FEET NORTH OF THE SOUTH YARD
 MK1886'FENCE AND 11.6 FEET EAST OF THE WEST YARD FENCE.  THE MARK IS
 MK1886'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1886'RUTH NO 5 1950.
 MK1886'
 MK1886'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 MK1886'DIRT ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 MK1886'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1886'RUTH NO 3 1950.
 MK1886'
 MK1886'REFERENCE MARK NO. 4 IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 MK1886'DIRT ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 MK1886'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1886'RUTH NO 4 1950.
 MK1886'
 MK1886'AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A NORTH AND
 MK1886'SOUTH ROAD, 12 FEET NORTH OF A BRACED FENCE POST AND 1 FOOT
 MK1886'WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 MK1886'AND THE DISK IS STAMPED RUTH 1935.
 MK1886'
 MK1886'THIS STATION WAS USED AS AN ECCENTRIC SETUP, AS A POWERLINE
 MK1886'PASSES OVER THE TRUE STATION AND A TOWER COULD NOT BE BUILT.
 MK1886'
 MK1886'A TRAVERSE CONNECTION WAS MADE FROM RUTH 1935 TO RUTH NO. 5 1950.
 MK1886'THE DISTANCE IS AS SHOWN ABOVE.
 MK1886'
 MK1886'TO REACH FROM THE POST OFFICE IN RISING CITY, GO SOUTH 0.35 MILE
 MK1886'TO U.S. HIGHWAY 30 A, TURN RIGHT (WEST) ON HIGHWAY 30 A 0.75
 MK1886'MILE TO CROSSROADS, TURN LEFT (SOUTH) ON A GRAVELED ROAD 2.0
 MK1886'MILES TO CROSSROADS, TURN RIGHT (WEST) ON DIRT ROAD 0.65 MILE
 MK1886'TO A FARM HOUSE ON THE RIGHT AND THE STATION.
 MK1886'
 MK1886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.35 MILE
 MK1886'TO CROSSROADS, TURN LEFT (SOUTH) 0.5 MILE TO THE MARK ON THE
 MK1886'LEFT OR EAST SIDE OF THE ROAD.
 MK1886'
 MK1886'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1976 ***********************************************************************
 MK1976  DESIGNATION -  RUWE
 MK1976  PID         -  MK1976
 MK1976  STATE/COUNTY-  NE/WASHINGTON
 MK1976  COUNTRY     -  US
 MK1976  USGS QUAD   -  NICKERSON (2017)
 MK1976
 MK1976                         *CURRENT SURVEY CONTROL
 MK1976  ______________________________________________________________________
 MK1976* NAD 83(1995) POSITION- 41 36 28.27603(N) 096 24 16.51004(W)   ADJUSTED
 MK1976* NAVD 88 ORTHO HEIGHT -   413.3   (meters)     1356.    (feet) VERTCON
 MK1976  ______________________________________________________________________
 MK1976  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 MK1976  LAPLACE CORR    -        -10.58  (seconds)                    DEFLEC18
 MK1976  HORZ ORDER      -  FIRST
 MK1976
 MK1976.The horizontal coordinates were established by classical geodetic methods
 MK1976.and adjusted by the National Geodetic Survey in August 1997.
 MK1976
 MK1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1976
 MK1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1976.GEOID18 height accuracy estimate available here.
 MK1976
 MK1976.Click photographs - Photos may exist for this station.
 MK1976
 MK1976.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1976
 MK1976. The following values were computed from the NAD 83(1995) position.
 MK1976
 MK1976;                    North         East     Units Scale Factor Converg.
 MK1976;SPC NE       -   203,245.445   799,516.474   MT  0.99966017   +2 22 57.6
 MK1976;SPC NE       -   666,814.43  2,623,080.30   sFT  0.99966017   +2 22 57.6
 MK1976;UTM  14      - 4,609,492.074   716,269.513   MT  1.00017562   +1 43 26.7
 MK1976
 MK1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1976!SPC NE       -   0.99993939  x   0.99966017  =   0.99959958
 MK1976!UTM  14      -   0.99993939  x   1.00017562  =   1.00011500
 MK1976
 MK1976:                Primary Azimuth Mark                     Grid Az
 MK1976:SPC NE       -  RUWE RM 2                                264 04 13.0
 MK1976:UTM  14      -  RUWE RM 2                                264 43 43.9
 MK1976
 MK1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1626909492(NAD 83)
 MK1976
 MK1976|---------------------------------------------------------------------|
 MK1976| PID    Reference Object                     Distance      Geod. Az  |
 MK1976|                                                           dddmmss.s |
 MK1976| CL7515 RUWE RM 3                            40.983 METERS 04302     |
 MK1976| CL7516 RUWE RM 4                            38.094 METERS 13403     |
 MK1976| CL7513 RUWE RM 1                            35.275 METERS 18421     |
 MK1976| CL7514 RUWE RM 2                                          2662710.6 |
 MK1976| MK1977 WINSLOW ATT MW TOWER                APPROX. 2.2 KM 3282116.2 |
 MK1976|---------------------------------------------------------------------|
 MK1976
 MK1976                          SUPERSEDED SURVEY CONTROL
 MK1976
 MK1976  NAD 83(1986)-  41 36 28.28221(N)    096 24 16.51225(W) AD(       ) 1
 MK1976  NAD 27      -  41 36 28.30200(N)    096 24 15.44900(W) AD(       ) 1
 MK1976  NGVD 29 (07/19/86)  413.2    (m)         1356.     (f) VERT ANG       
 MK1976
 MK1976.Superseded values are not recommended for survey control.
 MK1976
 MK1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1976.See file dsdata.pdf to determine how the superseded data were derived.
 MK1976
 MK1976_MARKER: DS = TRIANGULATION STATION DISK
 MK1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1976_STAMPING: RUWE 1930
 MK1976_MARK LOGO: CGS
 MK1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1976+STABILITY: SURFACE MOTION
 MK1976
 MK1976  HISTORY     - Date     Condition        Report By
 MK1976  HISTORY     - 1930     MONUMENTED       CGS
 MK1976  HISTORY     - 1935     GOOD             NEGS
 MK1976
 MK1976                          STATION DESCRIPTION
 MK1976
 MK1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1976'STATION IS ABOUT 12 MILES N AND 5 MILES E OF FREMONT ALONG
 MK1976'THE S SIDE OF THE NW 40 OF SEC. 22, T 19 N, R 9 E, ON LAND
 MK1976'OWNED AND OCCUPIED BY MRS. MINNIE RUWE.  MARK IS IN CULTIVATED
 MK1976'LAND 103 FEET N OF PRIVATE ROAD LEADING INTO FARM BUILDINGS.
 MK1976'IT IS 13 FEET W OF FENCE LINE WHICH SURROUNDS A GROVE OF
 MK1976'MAPLE TREES AND IS 173 FEET W OF NW CORNER OF HOUSE.
 MK1976'
 MK1976'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1976'DISKS SET IN CONCRETE.
 MK1976'
 MK1976'REFERENCE MARK NO. 1 IS 12 S OF THE PRIVATE ROAD AND IS 320
 MK1976'FEET E OF THE INTERSECTION OF THE PRIVATE ROAD WITH THE N
 MK1976'AND S SECTION-LINE ROAD.  REFERENCE MARK NO. 2 IS ON THE W
 MK1976'SIDE OF THE SECTION-LINE ROAD.  IT IS ON THE N SIDE OF THE
 MK1976'PRIVATE ROAD LEADING INTO THE FARM BUILDINGS OF WILLIAM RUWE
 MK1976'AND IS 20 FEET N OF THIS ROAD.  IT IS 937 FEET W OF THE
 MK1976'INTERSECTION OF THE PRIVATE ROAD WITH THE SECTION-LINE ROAD,
 MK1976'AND ABOUT 1260 FEET FROM THE STATION.  THIS MARK IS IN
 MK1976'CULTIVATED LAND NEAR A TELEPHONE POLE IN THE FIELD.
 MK1976'
 MK1976'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK1976
 MK1976                          STATION RECOVERY (1935)
 MK1976
 MK1976'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1976'STATION RECOVERED IN GOOD CONDITION.  UPPER MARK IS BURIED
 MK1976'18 INCHES BELOW SURFACE.
 MK1976'
 MK1976'THE ORIGINAL DESCRIPTION OF THE STATION WAS FOUND TO BE CORRECT.
 MK1976'
 MK1976'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE AS DESCRIBED.
 MK1976'
 MK1976'AZIMUTH MARK (IMMANUELS CHURCH) IS VISIBLE FROM THE GROUND AT
 MK1976'THE STATION.
 MK1976'
 MK1976'TO REACH THE STATION FROM FONTANELLE, GO N FROM THE SCHOOLHOUSE
 MK1976'1-1/2 MILES, JOG E ABOUT 0.1 MILE, THENCE N 2-1/2 MILES, E 1
 MK1976'MILE, N 3/4 MILE TO DRIVE LEADING TO RUWE FARM BUILDINGS, AND
 MK1976'E ABOUT 100 YARDS TO W EDGE OF GROVE AND STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0297 ***********************************************************************
 LH0297  DESIGNATION -  RV
 LH0297  PID         -  LH0297
 LH0297  STATE/COUNTY-  NE/NUCKOLLS
 LH0297  COUNTRY     -  US
 LH0297  USGS QUAD   -  SUPERIOR (2017)
 LH0297
 LH0297                         *CURRENT SURVEY CONTROL
 LH0297  ______________________________________________________________________
 LH0297* NAD 83(1986) POSITION- 40 02 34.     (N) 098 02 27.     (W)   SCALED
 LH0297* NAVD 88 ORTHO HEIGHT -   499.478 (meters)     1638.70  (feet) ADJUSTED
 LH0297  ______________________________________________________________________
 LH0297  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 LH0297  DYNAMIC HEIGHT  -        499.187 (meters)     1637.75  (feet) COMP
 LH0297  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 LH0297
 LH0297  VERT ORDER      -  SECOND    CLASS 0
 LH0297
 LH0297.The horizontal coordinates were scaled from a map and have
 LH0297.an estimated accuracy of +/- 6 seconds.
 LH0297
 LH0297.The orthometric height was determined by differential leveling and
 LH0297.adjusted by the NATIONAL GEODETIC SURVEY
 LH0297.in June 1991.
 LH0297
 LH0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0297.GEOID18 height accuracy estimate available here.
 LH0297
 LH0297.Click photographs - Photos may exist for this station.
 LH0297
 LH0297.The dynamic height is computed by dividing the NAVD 88
 LH0297.geopotential number by the normal gravity value computed on the
 LH0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0297.degrees latitude (g = 980.6199 gals.).
 LH0297
 LH0297.The modeled gravity was interpolated from observed gravity values.
 LH0297
 LH0297;                    North         East    Units  Estimated Accuracy
 LH0297;SPC NE       -    25,150.      667,180.      MT  (+/- 180 meters Scaled)
 LH0297
 LH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK818329(NAD 83)
 LH0297
 LH0297                          SUPERSEDED SURVEY CONTROL
 LH0297
 LH0297  NGVD 29 (??/??/92)  499.305  (m)         1638.14   (f) ADJ UNCH    2 0
 LH0297
 LH0297.Superseded values are not recommended for survey control.
 LH0297
 LH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0297.See file dsdata.pdf to determine how the superseded data were derived.
 LH0297
 LH0297_MARKER: R = RIVET
 LH0297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0297_SP_SET: CULVERT HEADWALL
 LH0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0297+STABILITY: SURFACE MOTION
 LH0297
 LH0297  HISTORY     - Date     Condition        Report By
 LH0297  HISTORY     - UNK      MONUMENTED       CNWRR
 LH0297  HISTORY     - 1953     GOOD             CGS
 LH0297
 LH0297                          STATION DESCRIPTION
 LH0297
 LH0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LH0297'2.1 MI NE FROM SUPERIOR.
 LH0297'2.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LH0297'FROM THE CHICAGO, BURLINGTON AND QUINCY AND THE CHICAGO AND NORTH
 LH0297'WESTERN RAILWAY SIGNAL TOWER AT SUPERIOR, NUCKOLLS COUNTY, AT
 LH0297'BRIDGE C-161, IN THE TOP OF THE CONCRETE HEAD WALL, AND ON THE
 LH0297'SOUTH SIDE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0236 ***********************************************************************
 NN0236  DESIGNATION -  RV 1
 NN0236  PID         -  NN0236
 NN0236  STATE/COUNTY-  NE/HOLT
 NN0236  COUNTRY     -  US
 NN0236  USGS QUAD   -  O'NEILL (2017)
 NN0236
 NN0236                         *CURRENT SURVEY CONTROL
 NN0236  ______________________________________________________________________
 NN0236* NAD 83(1986) POSITION- 42 27 10.     (N) 098 38 52.     (W)   SCALED
 NN0236* NAVD 88 ORTHO HEIGHT -   602.326 (meters)     1976.13  (feet) ADJUSTED
 NN0236  ______________________________________________________________________
 NN0236  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 NN0236  DYNAMIC HEIGHT  -        602.101 (meters)     1975.39  (feet) COMP
 NN0236  MODELED GRAVITY -    980,228.4   (mgal)                       NAVD 88
 NN0236
 NN0236  VERT ORDER      -  SECOND    CLASS 0
 NN0236
 NN0236.The horizontal coordinates were scaled from a map and have
 NN0236.an estimated accuracy of +/- 6 seconds.
 NN0236
 NN0236.The orthometric height was determined by differential leveling and
 NN0236.adjusted by the NATIONAL GEODETIC SURVEY
 NN0236.in June 1991.
 NN0236
 NN0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0236.GEOID18 height accuracy estimate available here.
 NN0236
 NN0236.Click photographs - Photos may exist for this station.
 NN0236
 NN0236.The dynamic height is computed by dividing the NAVD 88
 NN0236.geopotential number by the normal gravity value computed on the
 NN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0236.degrees latitude (g = 980.6199 gals.).
 NN0236
 NN0236.The modeled gravity was interpolated from observed gravity values.
 NN0236
 NN0236;                    North         East    Units  Estimated Accuracy
 NN0236;SPC NE       -   291,710.      611,210.      MT  (+/- 180 meters Scaled)
 NN0236
 NN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN289001(NAD 83)
 NN0236
 NN0236                          SUPERSEDED SURVEY CONTROL
 NN0236
 NN0236  NGVD 29 (??/??/92)  602.129  (m)         1975.48   (f) ADJ UNCH    2 0
 NN0236
 NN0236.Superseded values are not recommended for survey control.
 NN0236
 NN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0236.See file dsdata.pdf to determine how the superseded data were derived.
 NN0236
 NN0236_MARKER: R = RIVET
 NN0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0236_SP_SET: CONCRETE BASE
 NN0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0236
 NN0236  HISTORY     - Date     Condition        Report By
 NN0236  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0236  HISTORY     - 1935     GOOD             CGS
 NN0236
 NN0236                          STATION DESCRIPTION
 NN0236
 NN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0236'AT O NEILL.
 NN0236'AT O NEILL, HOLT COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NN0236'33 FEET EAST OF THE EAST END OF THE STATION, AT THE NORTH EDGE
 NN0236'OF THE BRICK PLATFORM, AND IN THE TOP OF THE CONCRETE BASE OF A
 NN0236'LAMPPOST.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0126 ***********************************************************************
 NN0126  DESIGNATION -  RV 10
 NN0126  PID         -  NN0126
 NN0126  STATE/COUNTY-  NE/ANTELOPE
 NN0126  COUNTRY     -  US
 NN0126  USGS QUAD   -  DELOIT NE (2017)
 NN0126
 NN0126                         *CURRENT SURVEY CONTROL
 NN0126  ______________________________________________________________________
 NN0126* NAD 83(1986) POSITION- 42 12 27.     (N) 098 16 49.     (W)   SCALED
 NN0126* NAVD 88 ORTHO HEIGHT -   560.970 (meters)     1840.45  (feet) ADJUSTED
 NN0126  ______________________________________________________________________
 NN0126  GEOID HEIGHT    -        -24.556 (meters)                     GEOID18
 NN0126  DYNAMIC HEIGHT  -        560.746 (meters)     1839.71  (feet) COMP
 NN0126  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 NN0126
 NN0126  VERT ORDER      -  SECOND    CLASS 0
 NN0126
 NN0126.The horizontal coordinates were scaled from a map and have
 NN0126.an estimated accuracy of +/- 6 seconds.
 NN0126
 NN0126.The orthometric height was determined by differential leveling and
 NN0126.adjusted by the NATIONAL GEODETIC SURVEY
 NN0126.in June 1991.
 NN0126
 NN0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0126.GEOID18 height accuracy estimate available here.
 NN0126
 NN0126.Click photographs - Photos may exist for this station.
 NN0126
 NN0126.The dynamic height is computed by dividing the NAVD 88
 NN0126.geopotential number by the normal gravity value computed on the
 NN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0126.degrees latitude (g = 980.6199 gals.).
 NN0126
 NN0126.The modeled gravity was interpolated from observed gravity values.
 NN0126
 NN0126;                    North         East    Units  Estimated Accuracy
 NN0126;SPC NE       -   265,010.      641,970.      MT  (+/- 180 meters Scaled)
 NN0126
 NN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM594730(NAD 83)
 NN0126
 NN0126                          SUPERSEDED SURVEY CONTROL
 NN0126
 NN0126  NGVD 29 (??/??/92)  560.760  (m)         1839.76   (f) ADJ UNCH    2 0
 NN0126
 NN0126.Superseded values are not recommended for survey control.
 NN0126
 NN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0126.See file dsdata.pdf to determine how the superseded data were derived.
 NN0126
 NN0126_MARKER: R = RIVET
 NN0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0126_SP_SET: WALL
 NN0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0126
 NN0126  HISTORY     - Date     Condition        Report By
 NN0126  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0126  HISTORY     - 1935     GOOD             CGS
 NN0126
 NN0126                          STATION DESCRIPTION
 NN0126
 NN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0126'5.3 MI NW FROM CLEARWATER.
 NN0126'5.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0126'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, AT BRIDGE 254,
 NN0126'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST
 NN0126'CONCRETE BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0949 ***********************************************************************
 MK0949  DESIGNATION -  RV 100
 MK0949  PID         -  MK0949
 MK0949  STATE/COUNTY-  NE/SAUNDERS
 MK0949  COUNTRY     -  US
 MK0949  USGS QUAD   -  FREMONT WEST (2017)
 MK0949
 MK0949                         *CURRENT SURVEY CONTROL
 MK0949  ______________________________________________________________________
 MK0949* NAD 83(1986) POSITION- 41 23 22.     (N) 096 36 35.     (W)   SCALED
 MK0949* NAVD 88 ORTHO HEIGHT -   391.282 (meters)     1283.73  (feet) ADJUSTED
 MK0949  ______________________________________________________________________
 MK0949  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 MK0949  DYNAMIC HEIGHT  -        391.103 (meters)     1283.14  (feet) COMP
 MK0949  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 MK0949
 MK0949  VERT ORDER      -  SECOND    CLASS 0
 MK0949
 MK0949.The horizontal coordinates were scaled from a map and have
 MK0949.an estimated accuracy of +/- 6 seconds.
 MK0949
 MK0949.The orthometric height was determined by differential leveling and
 MK0949.adjusted by the NATIONAL GEODETIC SURVEY
 MK0949.in June 1991.
 MK0949
 MK0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0949.GEOID18 height accuracy estimate available here.
 MK0949
 MK0949.Click photographs - Photos may exist for this station.
 MK0949
 MK0949.The dynamic height is computed by dividing the NAVD 88
 MK0949.geopotential number by the normal gravity value computed on the
 MK0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0949.degrees latitude (g = 980.6199 gals.).
 MK0949
 MK0949.The modeled gravity was interpolated from observed gravity values.
 MK0949
 MK0949;                    North         East    Units  Estimated Accuracy
 MK0949;SPC NE       -   178,330.      783,390.      MT  (+/- 180 meters Scaled)
 MK0949
 MK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998847(NAD 83)
 MK0949
 MK0949                          SUPERSEDED SURVEY CONTROL
 MK0949
 MK0949  NGVD 29 (??/??/92)  391.128  (m)         1283.23   (f) ADJ UNCH    2 0
 MK0949
 MK0949.Superseded values are not recommended for survey control.
 MK0949
 MK0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0949.See file dsdata.pdf to determine how the superseded data were derived.
 MK0949
 MK0949_MARKER: R = RIVET
 MK0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0949_SP_SET: BRIDGE
 MK0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0949
 MK0949  HISTORY     - Date     Condition        Report By
 MK0949  HISTORY     - UNK      MONUMENTED       CGS
 MK0949  HISTORY     - 1935     GOOD             CGS
 MK0949
 MK0949                          STATION DESCRIPTION
 MK0949
 MK0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0949'0.6 MI S FROM CEDAR BLUFFS.
 MK0949'0.6 MILES SOUTH OF DEPOT ALONG CHICAGO AND NORTHWESTERN RAILROAD
 MK0949'BETWEEN WAHOO AND AMES, ON SOUTH END OF EAST MASONRY WINGWALL
 MK0949'OF BRIDGE B-13.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0955 ***********************************************************************
 MK0955  DESIGNATION -  RV 102
 MK0955  PID         -  MK0955
 MK0955  STATE/COUNTY-  NE/SAUNDERS
 MK0955  COUNTRY     -  US
 MK0955  USGS QUAD   -  FREMONT WEST (2017)
 MK0955
 MK0955                         *CURRENT SURVEY CONTROL
 MK0955  ______________________________________________________________________
 MK0955* NAD 83(1986) POSITION- 41 26 02.     (N) 096 36 16.     (W)   SCALED
 MK0955* NAVD 88 ORTHO HEIGHT -   376.442 (meters)     1235.04  (feet) ADJUSTED
 MK0955  ______________________________________________________________________
 MK0955  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 MK0955  DYNAMIC HEIGHT  -        376.273 (meters)     1234.49  (feet) COMP
 MK0955  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 MK0955
 MK0955  VERT ORDER      -  SECOND    CLASS 0
 MK0955
 MK0955.The horizontal coordinates were scaled from a map and have
 MK0955.an estimated accuracy of +/- 6 seconds.
 MK0955
 MK0955.The orthometric height was determined by differential leveling and
 MK0955.adjusted by the NATIONAL GEODETIC SURVEY
 MK0955.in June 1991.
 MK0955
 MK0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0955.GEOID18 height accuracy estimate available here.
 MK0955
 MK0955.Click photographs - Photos may exist for this station.
 MK0955
 MK0955.The dynamic height is computed by dividing the NAVD 88
 MK0955.geopotential number by the normal gravity value computed on the
 MK0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0955.degrees latitude (g = 980.6199 gals.).
 MK0955
 MK0955.The modeled gravity was interpolated from observed gravity values.
 MK0955
 MK0955;                    North         East    Units  Estimated Accuracy
 MK0955;SPC NE       -   183,270.      783,630.      MT  (+/- 180 meters Scaled)
 MK0955
 MK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL001896(NAD 83)
 MK0955
 MK0955                          SUPERSEDED SURVEY CONTROL
 MK0955
 MK0955  NGVD 29 (??/??/92)  376.291  (m)         1234.55   (f) ADJ UNCH    2 0
 MK0955
 MK0955.Superseded values are not recommended for survey control.
 MK0955
 MK0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0955.See file dsdata.pdf to determine how the superseded data were derived.
 MK0955
 MK0955_MARKER: R = RIVET
 MK0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0955_SP_SET: BRIDGE ABUTMENT
 MK0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0955
 MK0955  HISTORY     - Date     Condition        Report By
 MK0955  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0955  HISTORY     - 1950     GOOD             CGS
 MK0955
 MK0955                          STATION DESCRIPTION
 MK0955
 MK0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0955'2.7 MI SE FROM AMES.
 MK0955'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0955'AT AMES, THENCE 1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH
 MK0955'WESTERN RAILROAD, AT THE SOUTH END OF RAILROAD BRIDGE B 8 OVER
 MK0955'THE PLATTE RIVER, 123 FEET NORTH OF THE CENTER OF A RAILROAD
 MK0955'WATER TANK, 6.7 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF
 MK0955'THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE, 0.9 FOOT WEST
 MK0955'OF THE EAST END OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0485 ***********************************************************************
 MK0485  DESIGNATION -  RV 103
 MK0485  PID         -  MK0485
 MK0485  STATE/COUNTY-  NE/DODGE
 MK0485  COUNTRY     -  US
 MK0485  USGS QUAD   -  FREMONT EAST (2017)
 MK0485
 MK0485                         *CURRENT SURVEY CONTROL
 MK0485  ______________________________________________________________________
 MK0485* NAD 83(1986) POSITION- 41 25 39.     (N) 096 29 46.     (W)   SCALED
 MK0485* NAVD 88 ORTHO HEIGHT -   364.788 (meters)     1196.81  (feet) ADJUSTED
 MK0485  ______________________________________________________________________
 MK0485  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 MK0485  DYNAMIC HEIGHT  -        364.622 (meters)     1196.26  (feet) COMP
 MK0485  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 MK0485
 MK0485  VERT ORDER      -  SECOND    CLASS 0
 MK0485
 MK0485.The horizontal coordinates were scaled from a map and have
 MK0485.an estimated accuracy of +/- 6 seconds.
 MK0485
 MK0485.The orthometric height was determined by differential leveling and
 MK0485.adjusted by the NATIONAL GEODETIC SURVEY
 MK0485.in June 1991.
 MK0485
 MK0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0485.GEOID18 height accuracy estimate available here.
 MK0485
 MK0485.Click photographs - Photos may exist for this station.
 MK0485
 MK0485.The dynamic height is computed by dividing the NAVD 88
 MK0485.geopotential number by the normal gravity value computed on the
 MK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0485.degrees latitude (g = 980.6199 gals.).
 MK0485
 MK0485.The modeled gravity was interpolated from observed gravity values.
 MK0485
 MK0485;                    North         East    Units  Estimated Accuracy
 MK0485;SPC NE       -   182,930.      792,710.      MT  (+/- 180 meters Scaled)
 MK0485
 MK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092892(NAD 83)
 MK0485
 MK0485                          SUPERSEDED SURVEY CONTROL
 MK0485
 MK0485  NGVD 29 (??/??/92)  364.640  (m)         1196.32   (f) ADJ UNCH    2 0
 MK0485
 MK0485.Superseded values are not recommended for survey control.
 MK0485
 MK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0485.See file dsdata.pdf to determine how the superseded data were derived.
 MK0485
 MK0485_MARKER: R = RIVET
 MK0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0485_SP_SET: CONCRETE BASE
 MK0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0485
 MK0485  HISTORY     - Date     Condition        Report By
 MK0485  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0485  HISTORY     - 1950     GOOD             CGS
 MK0485
 MK0485                          STATION DESCRIPTION
 MK0485
 MK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0485'AT FREMONT.
 MK0485'AT FREMONT, 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK0485'UNION PACIFIC RAILROAD STATION, 26 FEET EAST OF THE CENTER
 MK0485'LINE OF MAIN STREET, 17.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MK0485'OF THE CHICAGO AND NORTH WESTERN RAILROAD, 1.0 FOOT NORTHWEST
 MK0485'OF THE BASE OF A LIGHT POST, SET IN THE TOP OF A BASE OF A
 MK0485'STREET LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0486 ***********************************************************************
 MK0486  DESIGNATION -  RV 104
 MK0486  PID         -  MK0486
 MK0486  STATE/COUNTY-  NE/DODGE
 MK0486  COUNTRY     -  US
 MK0486  USGS QUAD   -  FREMONT EAST (2017)
 MK0486
 MK0486                         *CURRENT SURVEY CONTROL
 MK0486  ______________________________________________________________________
 MK0486* NAD 83(1986) POSITION- 41 25 38.     (N) 096 27 14.     (W)   SCALED
 MK0486* NAVD 88 ORTHO HEIGHT -   358.595 (meters)     1176.49  (feet) ADJUSTED
 MK0486  ______________________________________________________________________
 MK0486  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 MK0486  DYNAMIC HEIGHT  -        358.431 (meters)     1175.95  (feet) COMP
 MK0486  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 MK0486
 MK0486  VERT ORDER      -  SECOND    CLASS 0
 MK0486
 MK0486.The horizontal coordinates were scaled from a map and have
 MK0486.an estimated accuracy of +/- 6 seconds.
 MK0486
 MK0486.The orthometric height was determined by differential leveling and
 MK0486.adjusted by the NATIONAL GEODETIC SURVEY
 MK0486.in June 1991.
 MK0486
 MK0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0486.GEOID18 height accuracy estimate available here.
 MK0486
 MK0486.Click photographs - Photos may exist for this station.
 MK0486
 MK0486.The dynamic height is computed by dividing the NAVD 88
 MK0486.geopotential number by the normal gravity value computed on the
 MK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0486.degrees latitude (g = 980.6199 gals.).
 MK0486
 MK0486.The modeled gravity was interpolated from observed gravity values.
 MK0486
 MK0486;                    North         East    Units  Estimated Accuracy
 MK0486;SPC NE       -   183,040.      796,230.      MT  (+/- 180 meters Scaled)
 MK0486
 MK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL127893(NAD 83)
 MK0486
 MK0486                          SUPERSEDED SURVEY CONTROL
 MK0486
 MK0486  NGVD 29 (??/??/92)  358.448  (m)         1176.01   (f) ADJ UNCH    2 0
 MK0486
 MK0486.Superseded values are not recommended for survey control.
 MK0486
 MK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0486.See file dsdata.pdf to determine how the superseded data were derived.
 MK0486
 MK0486_MARKER: R = RIVET
 MK0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0486_SP_SET: BRIDGE
 MK0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0486
 MK0486  HISTORY     - Date     Condition        Report By
 MK0486  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0486  HISTORY     - 1935     GOOD             CGS
 MK0486  HISTORY     - 1940     GOOD             CGS
 MK0486
 MK0486                          STATION DESCRIPTION
 MK0486
 MK0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0486'2.3 MI E FROM FREMONT.
 MK0486'2.3 MILES EAST OF DEPOT BY RAIL, ALONG CHICAGO AND NORTHWESTERN
 MK0486'RAILROAD BETWEEN FREMONT AND ARLINGTON, ON SOUTH CONCRETE
 MK0486'HEADWALL OF BRIDGE S-108-3/8.
 MK0486
 MK0486                          STATION RECOVERY (1940)
 MK0486
 MK0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 MK0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0500 ***********************************************************************
 MK0500  DESIGNATION -  RV 106
 MK0500  PID         -  MK0500
 MK0500  STATE/COUNTY-  NE/WASHINGTON
 MK0500  COUNTRY     -  US
 MK0500  USGS QUAD   -  ARLINGTON (2017)
 MK0500
 MK0500                         *CURRENT SURVEY CONTROL
 MK0500  ______________________________________________________________________
 MK0500* NAD 83(1986) POSITION- 41 26 30.     (N) 096 16 16.     (W)   SCALED
 MK0500* NAVD 88 ORTHO HEIGHT -   365.218 (meters)     1198.22  (feet) ADJUSTED
 MK0500  ______________________________________________________________________
 MK0500  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 MK0500  DYNAMIC HEIGHT  -        365.044 (meters)     1197.65  (feet) COMP
 MK0500  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 MK0500
 MK0500  VERT ORDER      -  SECOND    CLASS 0
 MK0500
 MK0500.The horizontal coordinates were scaled from a map and have
 MK0500.an estimated accuracy of +/- 6 seconds.
 MK0500
 MK0500.The orthometric height was determined by differential leveling and
 MK0500.adjusted by the NATIONAL GEODETIC SURVEY
 MK0500.in June 1991.
 MK0500
 MK0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0500.GEOID18 height accuracy estimate available here.
 MK0500
 MK0500.Click photographs - Photos may exist for this station.
 MK0500
 MK0500.The dynamic height is computed by dividing the NAVD 88
 MK0500.geopotential number by the normal gravity value computed on the
 MK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0500.degrees latitude (g = 980.6199 gals.).
 MK0500
 MK0500.The modeled gravity was interpolated from observed gravity values.
 MK0500
 MK0500;                    North         East    Units  Estimated Accuracy
 MK0500;SPC NE       -   185,280.      811,420.      MT  (+/- 180 meters Scaled)
 MK0500
 MK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL279913(NAD 83)
 MK0500
 MK0500                          SUPERSEDED SURVEY CONTROL
 MK0500
 MK0500  NGVD 29 (??/??/92)  365.067  (m)         1197.72   (f) ADJ UNCH    2 0
 MK0500
 MK0500.Superseded values are not recommended for survey control.
 MK0500
 MK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0500.See file dsdata.pdf to determine how the superseded data were derived.
 MK0500
 MK0500_MARKER: R = RIVET
 MK0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0500_SP_SET: CULVERT HEADWALL
 MK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0500+STABILITY: SURFACE MOTION
 MK0500
 MK0500  HISTORY     - Date     Condition        Report By
 MK0500  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0500  HISTORY     - 1947     GOOD             CGS
 MK0500
 MK0500                          STATION DESCRIPTION
 MK0500
 MK0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0500'4.5 MI E FROM ARLINGTON.
 MK0500'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0500'FROM THE STATION AT ARLINGTON, AT A GRAVEL ROAD CROSSING,
 MK0500'38.0 FEET SOUTH OF A TELEPHONE POLE, 27.5 FEET EAST OF THE
 MK0500'CENTER OF THE ROAD CROSSING, 4.4 FEET NORTHEAST OF THE
 MK0500'NORTHEAST RAIL OF THE TRACK, A MONEL METAL RIVET SET IN THE
 MK0500'TOP OF AND 2.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTH
 MK0500'HEAD WALL OF A 3 X 3-FOOT CONCRETE CULVERT UNDER THE TRACK,
 MK0500'ABOUT THE SAME ELEVATION AS THE BASE OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0503 ***********************************************************************
 MK0503  DESIGNATION -  RV 107
 MK0503  PID         -  MK0503
 MK0503  STATE/COUNTY-  NE/WASHINGTON
 MK0503  COUNTRY     -  US
 MK0503  USGS QUAD   -  KENNARD (2017)
 MK0503
 MK0503                         *CURRENT SURVEY CONTROL
 MK0503  ______________________________________________________________________
 MK0503* NAD 83(1986) POSITION- 41 27 13.     (N) 096 13 24.     (W)   SCALED
 MK0503* NAVD 88 ORTHO HEIGHT -   355.345 (meters)     1165.83  (feet) ADJUSTED
 MK0503  ______________________________________________________________________
 MK0503  GEOID HEIGHT    -        -27.907 (meters)                     GEOID18
 MK0503  DYNAMIC HEIGHT  -        355.176 (meters)     1165.27  (feet) COMP
 MK0503  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 MK0503
 MK0503  VERT ORDER      -  SECOND    CLASS 0
 MK0503
 MK0503.The horizontal coordinates were scaled from a map and have
 MK0503.an estimated accuracy of +/- 6 seconds.
 MK0503
 MK0503.The orthometric height was determined by differential leveling and
 MK0503.adjusted by the NATIONAL GEODETIC SURVEY
 MK0503.in June 1991.
 MK0503
 MK0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0503.GEOID18 height accuracy estimate available here.
 MK0503
 MK0503.Click photographs - Photos may exist for this station.
 MK0503
 MK0503.The dynamic height is computed by dividing the NAVD 88
 MK0503.geopotential number by the normal gravity value computed on the
 MK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0503.degrees latitude (g = 980.6199 gals.).
 MK0503
 MK0503.The modeled gravity was interpolated from observed gravity values.
 MK0503
 MK0503;                    North         East    Units  Estimated Accuracy
 MK0503;SPC NE       -   186,780.      815,350.      MT  (+/- 180 meters Scaled)
 MK0503
 MK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL319928(NAD 83)
 MK0503
 MK0503                          SUPERSEDED SURVEY CONTROL
 MK0503
 MK0503  NGVD 29 (??/??/92)  355.196  (m)         1165.34   (f) ADJ UNCH    2 0
 MK0503
 MK0503.Superseded values are not recommended for survey control.
 MK0503
 MK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0503.See file dsdata.pdf to determine how the superseded data were derived.
 MK0503
 MK0503_MARKER: DB = BENCH MARK DISK
 MK0503_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0503_SP_SET: CULVERT HEADWALL
 MK0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0503+STABILITY: SURFACE MOTION
 MK0503
 MK0503  HISTORY     - Date     Condition        Report By
 MK0503  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0503  HISTORY     - 1947     GOOD             CGS
 MK0503  HISTORY     - 20170413 MARK NOT FOUND   NEDR
 MK0503
 MK0503                          STATION DESCRIPTION
 MK0503
 MK0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0503'1.8 MI SW FROM KENNARD.
 MK0503'1.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MK0503'FROM THE STATION AT KENNARD.  57 FEET NORTHWEST OF MILEPOST
 MK0503'22, 9 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK AND
 MK0503'LEVEL WITH IT, AND IN THE TOP OF THE CENTER OF THE NORTHWEST
 MK0503'CONCRETE HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL
 MK0503'RIVET SET IN CONCRETE.
 MK0503
 MK0503                          STATION RECOVERY (2017)
 MK0503
 MK0503'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2017 (JEN)
 MK0503'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0509 ***********************************************************************
 MK0509  DESIGNATION -  RV 108
 MK0509  PID         -  MK0509
 MK0509  STATE/COUNTY-  NE/WASHINGTON
 MK0509  COUNTRY     -  US
 MK0509  USGS QUAD   -  KENNARD (2017)
 MK0509
 MK0509                         *CURRENT SURVEY CONTROL
 MK0509  ______________________________________________________________________
 MK0509* NAD 83(1986) POSITION- 41 29 40.     (N) 096 10 27.     (W)   SCALED
 MK0509* NAVD 88 ORTHO HEIGHT -   361.96  (+/-2cm)     1187.5   (feet) VERTCON
 MK0509  ______________________________________________________________________
 MK0509  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 MK0509  VERT ORDER      -  ? (See Below)
 MK0509
 MK0509.The horizontal coordinates were scaled from a map and have
 MK0509.an estimated accuracy of +/- 6 seconds.
 MK0509
 MK0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0509
 MK0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0509.GEOID18 height accuracy estimate available here.
 MK0509
 MK0509.The vertical order pertains to the NGVD 29 superseded value.
 MK0509
 MK0509.Click photographs - Photos may exist for this station.
 MK0509
 MK0509;                    North         East    Units  Estimated Accuracy
 MK0509;SPC NE       -   191,490.      819,260.      MT  (+/- 180 meters Scaled)
 MK0509
 MK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL358975(NAD 83)
 MK0509
 MK0509                          SUPERSEDED SURVEY CONTROL
 MK0509
 MK0509  NGVD 29 (??/??/92)  361.806  (m)         1187.03   (f) ADJ UNCH       
 MK0509
 MK0509.Superseded values are not recommended for survey control.
 MK0509
 MK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0509.See file dsdata.pdf to determine how the superseded data were derived.
 MK0509
 MK0509_MARKER: R = RIVET
 MK0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0509_SP_SET: BRIDGE
 MK0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0509
 MK0509  HISTORY     - Date     Condition        Report By
 MK0509  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0509  HISTORY     - 1935     GOOD             CGS
 MK0509  HISTORY     - 1947     MARK NOT FOUND   CGS
 MK0509
 MK0509                          STATION DESCRIPTION
 MK0509
 MK0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0509'2.1 MI E FROM KENNARD.
 MK0509'2.1 MILES EAST OF DEPOT BY RAIL ALONG CHICAGO AND NORTHWESTERN
 MK0509'RAILROAD, BETWEEN KENNARD AND BLAIR, ON SOUTH MASONRY HEADWALL
 MK0509'OF BRIDGE S-80-1/4.
 MK0509
 MK0509                          STATION RECOVERY (1947)
 MK0509
 MK0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MK0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0082 ***********************************************************************
 MK0082  DESIGNATION -  RV 109
 MK0082  PID         -  MK0082
 MK0082  STATE/COUNTY-  NE/WASHINGTON
 MK0082  COUNTRY     -  US
 MK0082  USGS QUAD   -  BLAIR (2017)
 MK0082
 MK0082                         *CURRENT SURVEY CONTROL
 MK0082  ______________________________________________________________________
 MK0082* NAD 83(1986) POSITION- 41 32 46.     (N) 096 09 03.     (W)   SCALED
 MK0082* NAVD 88 ORTHO HEIGHT -   338.084 (meters)     1109.20  (feet) ADJUSTED
 MK0082  ______________________________________________________________________
 MK0082  GEOID HEIGHT    -        -28.089 (meters)                     GEOID18
 MK0082  DYNAMIC HEIGHT  -        337.929 (meters)     1108.69  (feet) COMP
 MK0082  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 MK0082
 MK0082  VERT ORDER      -  SECOND    CLASS 0
 MK0082
 MK0082.The horizontal coordinates were scaled from a map and have
 MK0082.an estimated accuracy of +/- 6 seconds.
 MK0082
 MK0082.The orthometric height was determined by differential leveling and
 MK0082.adjusted by the NATIONAL GEODETIC SURVEY
 MK0082.in June 1991.
 MK0082
 MK0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0082.GEOID18 height accuracy estimate available here.
 MK0082
 MK0082.Click photographs - Photos may exist for this station.
 MK0082
 MK0082.The dynamic height is computed by dividing the NAVD 88
 MK0082.geopotential number by the normal gravity value computed on the
 MK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0082.degrees latitude (g = 980.6199 gals.).
 MK0082
 MK0082.The modeled gravity was interpolated from observed gravity values.
 MK0082
 MK0082;                    North         East    Units  Estimated Accuracy
 MK0082;SPC NE       -   197,310.      820,950.      MT  (+/- 180 meters Scaled)
 MK0082
 MK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM376033(NAD 83)
 MK0082
 MK0082                          SUPERSEDED SURVEY CONTROL
 MK0082
 MK0082  NGVD 29 (??/??/92)  337.939  (m)         1108.72   (f) ADJ UNCH    2 0
 MK0082
 MK0082.Superseded values are not recommended for survey control.
 MK0082
 MK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0082.See file dsdata.pdf to determine how the superseded data were derived.
 MK0082
 MK0082_MARKER: R = RIVET
 MK0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0082_SP_SET: CULVERT HEADWALL
 MK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0082+STABILITY: SURFACE MOTION
 MK0082
 MK0082  HISTORY     - Date     Condition        Report By
 MK0082  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0082  HISTORY     - 1947     GOOD             CGS
 MK0082
 MK0082                          STATION DESCRIPTION
 MK0082
 MK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0082'1 MI W FROM BLAIR.
 MK0082'0.95 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0082'THE UNION STATION AT BLAIR, 0.2 MILE WEST OF THE CROSSING OF A
 MK0082'NORTH-SOUTH BRICK PAVED STREET, 64.3 FEET SOUTHWEST OF A GUY WIRE
 MK0082'BRACED TELEPHONE POLE WHICH IS AT THE POINT WHERE A TELEPHONE LINE
 MK0082'CROSSES THE TRACK, 11.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK0082'TRACK, A MONEL-METAL RIVET SET 0.7 FOOT SOUTH OF THE NORTH CORNER
 MK0082'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 4 FOOT STONE
 MK0082'AND MASONRY CULVERT UNDER THE TRACK, ABOUT 2 1/2 FEET BELOW THE
 MK0082'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0128 ***********************************************************************
 NN0128  DESIGNATION -  RV 11
 NN0128  PID         -  NN0128
 NN0128  STATE/COUNTY-  NE/ANTELOPE
 NN0128  COUNTRY     -  US
 NN0128  USGS QUAD   -  CLEARWATER (2017)
 NN0128
 NN0128                         *CURRENT SURVEY CONTROL
 NN0128  ______________________________________________________________________
 NN0128* NAD 83(1986) POSITION- 42 11 00.     (N) 098 13 15.     (W)   SCALED
 NN0128* NAVD 88 ORTHO HEIGHT -   550.912 (meters)     1807.45  (feet) ADJUSTED
 NN0128  ______________________________________________________________________
 NN0128  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 NN0128  DYNAMIC HEIGHT  -        550.691 (meters)     1806.73  (feet) COMP
 NN0128  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 NN0128
 NN0128  VERT ORDER      -  SECOND    CLASS 0
 NN0128
 NN0128.The horizontal coordinates were scaled from a map and have
 NN0128.an estimated accuracy of +/- 6 seconds.
 NN0128
 NN0128.The orthometric height was determined by differential leveling and
 NN0128.adjusted by the NATIONAL GEODETIC SURVEY
 NN0128.in June 1991.
 NN0128
 NN0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0128.GEOID18 height accuracy estimate available here.
 NN0128
 NN0128.Click photographs - Photos may exist for this station.
 NN0128
 NN0128.The dynamic height is computed by dividing the NAVD 88
 NN0128.geopotential number by the normal gravity value computed on the
 NN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0128.degrees latitude (g = 980.6199 gals.).
 NN0128
 NN0128.The modeled gravity was interpolated from observed gravity values.
 NN0128
 NN0128;                    North         East    Units  Estimated Accuracy
 NN0128;SPC NE       -   262,430.      646,930.      MT  (+/- 180 meters Scaled)
 NN0128
 NN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM643704(NAD 83)
 NN0128
 NN0128                          SUPERSEDED SURVEY CONTROL
 NN0128
 NN0128  NGVD 29 (??/??/92)  550.704  (m)         1806.77   (f) ADJ UNCH    2 0
 NN0128
 NN0128.Superseded values are not recommended for survey control.
 NN0128
 NN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0128.See file dsdata.pdf to determine how the superseded data were derived.
 NN0128
 NN0128_MARKER: R = RIVET
 NN0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0128_SP_SET: WALL
 NN0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0128
 NN0128  HISTORY     - Date     Condition        Report By
 NN0128  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0128  HISTORY     - 1935     GOOD             CGS
 NN0128  HISTORY     - 1981     GOOD             LOCSUR
 NN0128
 NN0128                          STATION DESCRIPTION
 NN0128
 NN0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0128'1.9 MI NW FROM CLEARWATER.
 NN0128'1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0128'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, AT BRIDGE 245,
 NN0128'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE MASONRY
 NN0128'HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 NN0128
 NN0128                          STATION RECOVERY (1981)
 NN0128
 NN0128'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0093 ***********************************************************************
 MK0093  DESIGNATION -  RV 110
 MK0093  PID         -  MK0093
 MK0093  STATE/COUNTY-  NE/WASHINGTON
 MK0093  COUNTRY     -  US
 MK0093  USGS QUAD   -  BLAIR (2017)
 MK0093
 MK0093                         *CURRENT SURVEY CONTROL
 MK0093  ______________________________________________________________________
 MK0093* NAD 83(1986) POSITION- 41 32 40.     (N) 096 07 54.     (W)   SCALED
 MK0093* NAVD 88 ORTHO HEIGHT -   330.309 (meters)     1083.69  (feet) ADJUSTED
 MK0093  ______________________________________________________________________
 MK0093  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 MK0093  DYNAMIC HEIGHT  -        330.157 (meters)     1083.19  (feet) COMP
 MK0093  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 MK0093
 MK0093  VERT ORDER      -  SECOND    CLASS 0
 MK0093
 MK0093.The horizontal coordinates were scaled from a map and have
 MK0093.an estimated accuracy of +/- 6 seconds.
 MK0093
 MK0093.The orthometric height was determined by differential leveling and
 MK0093.adjusted by the NATIONAL GEODETIC SURVEY
 MK0093.in June 1991.
 MK0093
 MK0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0093.GEOID18 height accuracy estimate available here.
 MK0093
 MK0093.Click photographs - Photos may exist for this station.
 MK0093
 MK0093.The dynamic height is computed by dividing the NAVD 88
 MK0093.geopotential number by the normal gravity value computed on the
 MK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0093.degrees latitude (g = 980.6199 gals.).
 MK0093
 MK0093.The modeled gravity was interpolated from observed gravity values.
 MK0093
 MK0093;                    North         East    Units  Estimated Accuracy
 MK0093;SPC NE       -   197,190.      822,550.      MT  (+/- 180 meters Scaled)
 MK0093
 MK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM392031(NAD 83)
 MK0093
 MK0093                          SUPERSEDED SURVEY CONTROL
 MK0093
 MK0093  NGVD 29 (??/??/92)  330.164  (m)         1083.21   (f) ADJ UNCH    2 0
 MK0093
 MK0093.Superseded values are not recommended for survey control.
 MK0093
 MK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0093.See file dsdata.pdf to determine how the superseded data were derived.
 MK0093
 MK0093_MARKER: R = RIVET
 MK0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0093_SP_SET: PIER
 MK0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0093
 MK0093  HISTORY     - Date     Condition        Report By
 MK0093  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0093  HISTORY     - 1947     GOOD             CGS
 MK0093
 MK0093                          STATION DESCRIPTION
 MK0093
 MK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0093'AT BLAIR.
 MK0093'AT BLAIR, AT THE CHICAGO AND NORTH WESTERN RAILWAY WATER TANK,
 MK0093'ABOUT 275 FEET EAST OF THE CENTER OF THE BAY WINDOW OF THE UNION
 MK0093'STATION, 17.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 MK0093'8.4 FEET SOUTH OF THE NORTH END OF, 1.7 FOOT EAST OF THE WEST
 MK0093'SIDE OF AND 0.8 FOOT WEST OF THE EAST SIDE OF THE MOST WESTERLY
 MK0093'ONE OF TWO LONG CENTER PIERS OF THE CONCRETE FOUNDATION FOR THE
 MK0093'WATER TANK, ABOUT 2 FEET ABOVE THE GROUND, A MONEL-METAL RIVET
 MK0093'SET IN TOP OF THE CONCRETE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0094 ***********************************************************************
 MK0094  DESIGNATION -  RV 111
 MK0094  PID         -  MK0094
 MK0094  STATE/COUNTY-  NE/WASHINGTON
 MK0094  COUNTRY     -  US
 MK0094  USGS QUAD   -  MODALE (2018)
 MK0094
 MK0094                         *CURRENT SURVEY CONTROL
 MK0094  ______________________________________________________________________
 MK0094* NAD 83(1986) POSITION- 41 33 03.     (N) 096 06 18.     (W)   SCALED
 MK0094* NAVD 88 ORTHO HEIGHT -   316.187 (meters)     1037.36  (feet) ADJUSTED
 MK0094  ______________________________________________________________________
 MK0094  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 MK0094  DYNAMIC HEIGHT  -        316.042 (meters)     1036.88  (feet) COMP
 MK0094  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 MK0094
 MK0094  VERT ORDER      -  SECOND    CLASS 0
 MK0094
 MK0094.The horizontal coordinates were scaled from a map and have
 MK0094.an estimated accuracy of +/- 6 seconds.
 MK0094
 MK0094.The orthometric height was determined by differential leveling and
 MK0094.adjusted by the NATIONAL GEODETIC SURVEY
 MK0094.in June 1991.
 MK0094
 MK0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0094.GEOID18 height accuracy estimate available here.
 MK0094
 MK0094.Click photographs - Photos may exist for this station.
 MK0094
 MK0094.The dynamic height is computed by dividing the NAVD 88
 MK0094.geopotential number by the normal gravity value computed on the
 MK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0094.degrees latitude (g = 980.6199 gals.).
 MK0094
 MK0094.The modeled gravity was interpolated from observed gravity values.
 MK0094
 MK0094;                    North         East    Units  Estimated Accuracy
 MK0094;SPC NE       -   198,000.      824,740.      MT  (+/- 180 meters Scaled)
 MK0094
 MK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM414039(NAD 83)
 MK0094
 MK0094                          SUPERSEDED SURVEY CONTROL
 MK0094
 MK0094  NGVD 29 (??/??/92)  316.043  (m)         1036.88   (f) ADJ UNCH    2 0
 MK0094
 MK0094.Superseded values are not recommended for survey control.
 MK0094
 MK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0094.See file dsdata.pdf to determine how the superseded data were derived.
 MK0094
 MK0094_MARKER: R = RIVET
 MK0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0094_SP_SET: BRIDGE
 MK0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0094
 MK0094  HISTORY     - Date     Condition        Report By
 MK0094  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0094  HISTORY     - 1948     GOOD             CGS
 MK0094
 MK0094                          STATION DESCRIPTION
 MK0094
 MK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0094'1.5 MI E FROM BLAIR.
 MK0094'1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0094'THE STATION AT BLAIR, WASHINGTON COUNTY, AT BRIDGE S 73, AND IN
 MK0094'THE TOP OF THE SOUTH BACK WALL OF THE EAST ABUTMENT.  A STANDARD
 MK0094'MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0095 ***********************************************************************
 MK0095  DESIGNATION -  RV 112
 MK0095  PID         -  MK0095
 MK0095  STATE/COUNTY-  NE/WASHINGTON
 MK0095  COUNTRY     -  US
 MK0095  USGS QUAD   -  MODALE (2018)
 MK0095
 MK0095                         *CURRENT SURVEY CONTROL
 MK0095  ______________________________________________________________________
 MK0095* NAD 83(1986) POSITION- 41 33 05.     (N) 096 05 48.     (W)   SCALED
 MK0095* NAVD 88 ORTHO HEIGHT -   320.13  (+/-2cm)     1050.3   (feet) VERTCON
 MK0095  ______________________________________________________________________
 MK0095  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 MK0095  VERT ORDER      -  ? (See Below)
 MK0095
 MK0095.The horizontal coordinates were scaled from a map and have
 MK0095.an estimated accuracy of +/- 6 seconds.
 MK0095
 MK0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0095
 MK0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0095.GEOID18 height accuracy estimate available here.
 MK0095
 MK0095.The vertical order pertains to the NGVD 29 superseded value.
 MK0095
 MK0095.Click photographs - Photos may exist for this station.
 MK0095
 MK0095;                    North         East    Units  Estimated Accuracy
 MK0095;SPC NE       -   198,100.      825,430.      MT  (+/- 180 meters Scaled)
 MK0095
 MK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM421040(NAD 83)
 MK0095
 MK0095                          SUPERSEDED SURVEY CONTROL
 MK0095
 MK0095  NGVD 29 (??/??/92)  319.984  (m)         1049.81   (f) ADJ UNCH       
 MK0095
 MK0095.Superseded values are not recommended for survey control.
 MK0095
 MK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0095.See file dsdata.pdf to determine how the superseded data were derived.
 MK0095
 MK0095_MARKER: R = RIVET
 MK0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0095_SP_SET: PIER
 MK0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0095
 MK0095  HISTORY     - Date     Condition        Report By
 MK0095  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0095  HISTORY     - 1948     GOOD             CGS
 MK0095
 MK0095                          STATION DESCRIPTION
 MK0095
 MK0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0095'2.1 MI E FROM BLAIR.
 MK0095'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0095'THE STATION AT BLAIR, WASHINGTON COUNTY, AT BRIDGE S 72 OVER MISSOURI
 MK0095'RIVER, ON THE TOP OF THE SOUTH END OF PIER 6 (THE FIRST PIER WEST
 MK0095'OF THE RIVER), AND ALONG SIDE AN OLD GOVERNMENT SURVEY CHISELED
 MK0095'CIRCLE MARKED ELEVATION 667.663.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0131 ***********************************************************************
 NN0131  DESIGNATION -  RV 12
 NN0131  PID         -  NN0131
 NN0131  STATE/COUNTY-  NE/ANTELOPE
 NN0131  COUNTRY     -  US
 NN0131  USGS QUAD   -  CLEARWATER (2017)
 NN0131
 NN0131                         *CURRENT SURVEY CONTROL
 NN0131  ______________________________________________________________________
 NN0131* NAD 83(1986) POSITION- 42 10 17.     (N) 098 11 17.     (W)   SCALED
 NN0131* NAVD 88 ORTHO HEIGHT -   546.77  (+/-2cm)     1793.9   (feet) VERTCON
 NN0131  ______________________________________________________________________
 NN0131  GEOID HEIGHT    -        -24.608 (meters)                     GEOID18
 NN0131  VERT ORDER      -  ? (See Below)
 NN0131
 NN0131.The horizontal coordinates were scaled from a map and have
 NN0131.an estimated accuracy of +/- 6 seconds.
 NN0131
 NN0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0131
 NN0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0131.GEOID18 height accuracy estimate available here.
 NN0131
 NN0131.The vertical order pertains to the NGVD 29 superseded value.
 NN0131
 NN0131.Click photographs - Photos may exist for this station.
 NN0131
 NN0131;                    North         East    Units  Estimated Accuracy
 NN0131;SPC NE       -   261,160.      649,670.      MT  (+/- 180 meters Scaled)
 NN0131
 NN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM670691(NAD 83)
 NN0131
 NN0131                          SUPERSEDED SURVEY CONTROL
 NN0131
 NN0131  NGVD 29 (??/??/92)  546.558  (m)         1793.17   (f) ADJ UNCH       
 NN0131
 NN0131.Superseded values are not recommended for survey control.
 NN0131
 NN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0131.See file dsdata.pdf to determine how the superseded data were derived.
 NN0131
 NN0131_MARKER: R = RIVET
 NN0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0131_SP_SET: PIER
 NN0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0131
 NN0131  HISTORY     - Date     Condition        Report By
 NN0131  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0131  HISTORY     - 1935     GOOD             CGS
 NN0131
 NN0131                          STATION DESCRIPTION
 NN0131
 NN0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0131'AT CLEARWATER.
 NN0131'AT CLEARWATER, ANTELOPE COUNTY, OPPOSITE THE CHICAGO AND NORTH
 NN0131'WESTERN RAILWAY STATION, AT A CONCRETE WATER-TOWER FOUNDATION,
 NN0131'AND IN THE TOP OF THE LONG EAST CENTER PIER.  A STANDARD MONEL-METAL
 NN0131'RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0133 ***********************************************************************
 NN0133  DESIGNATION -  RV 13
 NN0133  PID         -  NN0133
 NN0133  STATE/COUNTY-  NE/ANTELOPE
 NN0133  COUNTRY     -  US
 NN0133  USGS QUAD   -  NELIGH (2017)
 NN0133
 NN0133                         *CURRENT SURVEY CONTROL
 NN0133  ______________________________________________________________________
 NN0133* NAD 83(1986) POSITION- 42 09 53.     (N) 098 07 02.     (W)   SCALED
 NN0133* NAVD 88 ORTHO HEIGHT -   537.842 (meters)     1764.57  (feet) ADJUSTED
 NN0133  ______________________________________________________________________
 NN0133  GEOID HEIGHT    -        -24.638 (meters)                     GEOID18
 NN0133  DYNAMIC HEIGHT  -        537.627 (meters)     1763.86  (feet) COMP
 NN0133  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 NN0133
 NN0133  VERT ORDER      -  SECOND    CLASS 0
 NN0133
 NN0133.The horizontal coordinates were scaled from a map and have
 NN0133.an estimated accuracy of +/- 6 seconds.
 NN0133
 NN0133.The orthometric height was determined by differential leveling and
 NN0133.adjusted by the NATIONAL GEODETIC SURVEY
 NN0133.in June 1991.
 NN0133
 NN0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0133.GEOID18 height accuracy estimate available here.
 NN0133
 NN0133.Click photographs - Photos may exist for this station.
 NN0133
 NN0133.The dynamic height is computed by dividing the NAVD 88
 NN0133.geopotential number by the normal gravity value computed on the
 NN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0133.degrees latitude (g = 980.6199 gals.).
 NN0133
 NN0133.The modeled gravity was interpolated from observed gravity values.
 NN0133
 NN0133;                    North         East    Units  Estimated Accuracy
 NN0133;SPC NE       -   260,540.      655,530.      MT  (+/- 180 meters Scaled)
 NN0133
 NN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM729684(NAD 83)
 NN0133
 NN0133                          SUPERSEDED SURVEY CONTROL
 NN0133
 NN0133  NGVD 29 (??/??/92)  537.638  (m)         1763.90   (f) ADJ UNCH    2 0
 NN0133
 NN0133.Superseded values are not recommended for survey control.
 NN0133
 NN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0133.See file dsdata.pdf to determine how the superseded data were derived.
 NN0133
 NN0133_MARKER: R = RIVET
 NN0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0133_SP_SET: BRIDGE
 NN0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0133
 NN0133  HISTORY     - Date     Condition        Report By
 NN0133  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0133  HISTORY     - 1935     GOOD             CGS
 NN0133  HISTORY     - 1981     GOOD             LOCSUR
 NN0133  HISTORY     - 20130429 GOOD             JEOCON
 NN0133
 NN0133                          STATION DESCRIPTION
 NN0133
 NN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0133'3.9 MI SE FROM CLEARWATER.
 NN0133'3.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0133'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, AT BRIDGE 230,
 NN0133'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF A CONCRETE
 NN0133'HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 NN0133
 NN0133                          STATION RECOVERY (1981)
 NN0133
 NN0133'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0133'RECOVERED IN GOOD CONDITION.
 NN0133
 NN0133                          STATION RECOVERY (2013)
 NN0133
 NN0133'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NN0133'REAL TIME NETWORK VRS OBSERVATION.
 NN0133'N42 09'52.68732''   W98 07'01.98996''
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0138 ***********************************************************************
 NN0138  DESIGNATION -  RV 15
 NN0138  PID         -  NN0138
 NN0138  STATE/COUNTY-  NE/ANTELOPE
 NN0138  COUNTRY     -  US
 NN0138  USGS QUAD   -  NELIGH SE (2017)
 NN0138
 NN0138                         *CURRENT SURVEY CONTROL
 NN0138  ______________________________________________________________________
 NN0138* NAD 83(1986) POSITION- 42 07 20.     (N) 098 01 18.     (W)   SCALED
 NN0138* NAVD 88 ORTHO HEIGHT -   531.167 (meters)     1742.67  (feet) ADJUSTED
 NN0138  ______________________________________________________________________
 NN0138  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 NN0138  DYNAMIC HEIGHT  -        530.955 (meters)     1741.97  (feet) COMP
 NN0138  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 NN0138
 NN0138  VERT ORDER      -  SECOND    CLASS 0
 NN0138
 NN0138.The horizontal coordinates were scaled from a map and have
 NN0138.an estimated accuracy of +/- 6 seconds.
 NN0138
 NN0138.The orthometric height was determined by differential leveling and
 NN0138.adjusted by the NATIONAL GEODETIC SURVEY
 NN0138.in June 1991.
 NN0138
 NN0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0138.GEOID18 height accuracy estimate available here.
 NN0138
 NN0138.Click photographs - Photos may exist for this station.
 NN0138
 NN0138.The dynamic height is computed by dividing the NAVD 88
 NN0138.geopotential number by the normal gravity value computed on the
 NN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0138.degrees latitude (g = 980.6199 gals.).
 NN0138
 NN0138.The modeled gravity was interpolated from observed gravity values.
 NN0138
 NN0138;                    North         East    Units  Estimated Accuracy
 NN0138;SPC NE       -   256,000.      663,530.      MT  (+/- 180 meters Scaled)
 NN0138
 NN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM808638(NAD 83)
 NN0138
 NN0138                          SUPERSEDED SURVEY CONTROL
 NN0138
 NN0138  NGVD 29 (??/??/92)  530.961  (m)         1741.99   (f) ADJ UNCH    2 0
 NN0138
 NN0138.Superseded values are not recommended for survey control.
 NN0138
 NN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0138.See file dsdata.pdf to determine how the superseded data were derived.
 NN0138
 NN0138_MARKER: R = RIVET
 NN0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0138_SP_SET: CONCRETE BATTERY WELL
 NN0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0138
 NN0138  HISTORY     - Date     Condition        Report By
 NN0138  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0138  HISTORY     - 1935     GOOD             CGS
 NN0138
 NN0138                          STATION DESCRIPTION
 NN0138
 NN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0138'0.3 MI NE FROM NELIGH.
 NN0138'0.3 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0138'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, ON THE SOUTH SIDE
 NN0138'OF THE TRACK, EAST OF STATE HIGHWAY 14, AT A CONCRETE BATTERY
 NN0138'WELL, AND IN THE TOP OF THE WEST SIDE.  A STANDARD MONEL-METAL
 NN0138'RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1307 ***********************************************************************
 NM1307  DESIGNATION -  RV 16
 NM1307  PID         -  NM1307
 NM1307  STATE/COUNTY-  NE/ANTELOPE
 NM1307  COUNTRY     -  US
 NM1307  USGS QUAD   -  OAKDALE (2017)
 NM1307
 NM1307                         *CURRENT SURVEY CONTROL
 NM1307  ______________________________________________________________________
 NM1307* NAD 83(1986) POSITION- 42 05 25.0    (N) 097 59 26.3    (W)   HD_HELD2
 NM1307* NAVD 88 ORTHO HEIGHT -   521.914 (meters)     1712.31  (feet) ADJUSTED
 NM1307  ______________________________________________________________________
 NM1307  GEOID HEIGHT    -        -24.607 (meters)                     GEOID18
 NM1307  DYNAMIC HEIGHT  -        521.705 (meters)     1711.63  (feet) COMP
 NM1307  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 NM1307
 NM1307  VERT ORDER      -  SECOND    CLASS 0
 NM1307
 NM1307.The horizontal coordinates were established by autonomous hand held GPS
 NM1307.observations and have an estimated accuracy of +/- 10 meters.
 NM1307
 NM1307.The orthometric height was determined by differential leveling and
 NM1307.adjusted by the NATIONAL GEODETIC SURVEY
 NM1307.in June 1991.
 NM1307
 NM1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1307.GEOID18 height accuracy estimate available here.
 NM1307
 NM1307.Click photographs - Photos may exist for this station.
 NM1307
 NM1307.The dynamic height is computed by dividing the NAVD 88
 NM1307.geopotential number by the normal gravity value computed on the
 NM1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1307.degrees latitude (g = 980.6199 gals.).
 NM1307
 NM1307.The modeled gravity was interpolated from observed gravity values.
 NM1307
 NM1307;                    North         East    Units  Estimated Accuracy
 NM1307;SPC NE       -   252,514.      666,179.      MT  (+/- 10 meters HH2 GPS)
 NM1307
 NM1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8347560292(NAD 83)
 NM1307
 NM1307                          SUPERSEDED SURVEY CONTROL
 NM1307
 NM1307  NGVD 29 (??/??/92)  521.709  (m)         1711.64   (f) ADJ UNCH    2 0
 NM1307
 NM1307.Superseded values are not recommended for survey control.
 NM1307
 NM1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1307.See file dsdata.pdf to determine how the superseded data were derived.
 NM1307
 NM1307_MARKER: R = RIVET
 NM1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1307_SP_SET: BRIDGE
 NM1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1307+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2013
 NM1307
 NM1307  HISTORY     - Date     Condition        Report By
 NM1307  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1307  HISTORY     - 1935     GOOD             CGS
 NM1307  HISTORY     - 20130714 GOOD             GEOCAC
 NM1307
 NM1307                          STATION DESCRIPTION
 NM1307
 NM1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1307'3.7 MI SE FROM NELIGH.
 NM1307'ON RAILROAD BRIDGE NO. 211, ON THE TOP OF BACK WALL, EAST
 NM1307'ABUTMENT, ON THE SOUTH SIDE OF TRACK.
 NM1307
 NM1307                          STATION RECOVERY (2013)
 NM1307
 NM1307'RECOVERY NOTE BY GEOCACHING 2013 (JMJ)
 NM1307'RAILROAD TRACK HAS BEEN CONVERTED TO A HIKING AND BIKING TRAIL KNOWN
 NM1307'AS
 NM1307'THE COWBOY TRAIL. THE MARK WAS FOUND AS DESCRIBED, ABOUT 5 FEET SOUTH
 NM1307'OF
 NM1307'THE SOUTH SIDE OF THE BRIDGE. ACCURATE WGS84 COORDINATES ARE AS
 NM1307'FOLLOWS-
 NM1307'-N42 05.417 W97 59.438
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0548 ***********************************************************************
 LG0548  DESIGNATION -  RV 1632
 LG0548  PID         -  LG0548
 LG0548  STATE/COUNTY-  NE/JEFFERSON
 LG0548  COUNTRY     -  US
 LG0548  USGS QUAD   -  REYNOLDS (2017)
 LG0548
 LG0548                         *CURRENT SURVEY CONTROL
 LG0548  ______________________________________________________________________
 LG0548* NAD 83(1986) POSITION- 40 03 48.     (N) 097 15 59.     (W)   SCALED
 LG0548* NAVD 88 ORTHO HEIGHT -   413.538 (meters)     1356.75  (feet) ADJUSTED
 LG0548  ______________________________________________________________________
 LG0548  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 LG0548  DYNAMIC HEIGHT  -        413.298 (meters)     1355.96  (feet) COMP
 LG0548  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 LG0548
 LG0548  VERT ORDER      -  SECOND    CLASS 0
 LG0548
 LG0548.The horizontal coordinates were scaled from a map and have
 LG0548.an estimated accuracy of +/- 6 seconds.
 LG0548
 LG0548.The orthometric height was determined by differential leveling and
 LG0548.adjusted by the NATIONAL GEODETIC SURVEY
 LG0548.in June 1991.
 LG0548
 LG0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0548.GEOID18 height accuracy estimate available here.
 LG0548
 LG0548.Click photographs - Photos may exist for this station.
 LG0548
 LG0548.The dynamic height is computed by dividing the NAVD 88
 LG0548.geopotential number by the normal gravity value computed on the
 LG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0548.degrees latitude (g = 980.6199 gals.).
 LG0548
 LG0548.The modeled gravity was interpolated from observed gravity values.
 LG0548
 LG0548;                    North         East    Units  Estimated Accuracy
 LG0548;SPC NE       -    29,230.      733,170.      MT  (+/- 180 meters Scaled)
 LG0548
 LG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK478362(NAD 83)
 LG0548
 LG0548                          SUPERSEDED SURVEY CONTROL
 LG0548
 LG0548  NGVD 29 (??/??/92)  413.384  (m)         1356.24   (f) ADJ UNCH    2 0
 LG0548
 LG0548.Superseded values are not recommended for survey control.
 LG0548
 LG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0548.See file dsdata.pdf to determine how the superseded data were derived.
 LG0548
 LG0548_MARKER: R = RIVET
 LG0548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0548_SP_SET: ABUTMENT
 LG0548_MARK LOGO: NONE
 LG0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0548+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 LG0548
 LG0548  HISTORY     - Date     Condition        Report By
 LG0548  HISTORY     - UNK      MONUMENTED       RIRR
 LG0548  HISTORY     - 1934     GOOD             CGS
 LG0548  HISTORY     - 19991026 GOOD             NGS
 LG0548
 LG0548                          STATION DESCRIPTION
 LG0548
 LG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0548'AT THOMPSON.
 LG0548'AT THOMPSON, JEFFERSON COUNTY, ABOUT 1/4 MILE WEST OF THE
 LG0548'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD MAIL CRANE, AT BRIDGE
 LG0548'NO. 1632, AND IN THE NORTHEAST CONCRETE ABUTMENT.  A STANDARD
 LG0548'MONEL-METAL RIVET.
 LG0548
 LG0548                          STATION RECOVERY (1999)
 LG0548
 LG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0548'5.9 KM (3.65 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 LG0548'IN REYNOLDS, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 LG0548'END OF THE NORTHEAST CONCRETE ABUTMENT OF AN ABANDONED RAILROAD GRADE,
 LG0548'90.4 M (296.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 LG0548'NORTHWEST OF THE CENTER OF THE RAILROAD GRADE, 1.2 M (3.9 FT)
 LG0548'NORTHEAST OF THE SOUTHWEST FACE OF THE ABUTMENT, AND 0.3 M (1.0 FT)
 LG0548'ABOVE THE LEVEL OF THE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1310 ***********************************************************************
 NM1310  DESIGNATION -  RV 17
 NM1310  PID         -  NM1310
 NM1310  STATE/COUNTY-  NE/ANTELOPE
 NM1310  COUNTRY     -  US
 NM1310  USGS QUAD   -  OAKDALE (2017)
 NM1310
 NM1310                         *CURRENT SURVEY CONTROL
 NM1310  ______________________________________________________________________
 NM1310* NAD 83(1986) POSITION- 42 04 19.     (N) 097 57 52.     (W)   SCALED
 NM1310* NAVD 88 ORTHO HEIGHT -   521.105 (meters)     1709.66  (feet) ADJUSTED
 NM1310  ______________________________________________________________________
 NM1310  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 NM1310  DYNAMIC HEIGHT  -        520.897 (meters)     1708.98  (feet) COMP
 NM1310  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 NM1310
 NM1310  VERT ORDER      -  SECOND    CLASS 0
 NM1310
 NM1310.The horizontal coordinates were scaled from a map and have
 NM1310.an estimated accuracy of +/- 6 seconds.
 NM1310
 NM1310.The orthometric height was determined by differential leveling and
 NM1310.adjusted by the NATIONAL GEODETIC SURVEY
 NM1310.in June 1991.
 NM1310
 NM1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1310.GEOID18 height accuracy estimate available here.
 NM1310
 NM1310.Click photographs - Photos may exist for this station.
 NM1310
 NM1310.The dynamic height is computed by dividing the NAVD 88
 NM1310.geopotential number by the normal gravity value computed on the
 NM1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1310.degrees latitude (g = 980.6199 gals.).
 NM1310
 NM1310.The modeled gravity was interpolated from observed gravity values.
 NM1310
 NM1310;                    North         East    Units  Estimated Accuracy
 NM1310;SPC NE       -   250,530.      668,390.      MT  (+/- 180 meters Scaled)
 NM1310
 NM1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM856582(NAD 83)
 NM1310
 NM1310                          SUPERSEDED SURVEY CONTROL
 NM1310
 NM1310  NGVD 29 (??/??/92)  520.901  (m)         1708.99   (f) ADJ UNCH    2 0
 NM1310
 NM1310.Superseded values are not recommended for survey control.
 NM1310
 NM1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1310.See file dsdata.pdf to determine how the superseded data were derived.
 NM1310
 NM1310_MARKER: R = RIVET
 NM1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1310_SP_SET: SIGNAL FOUNDATION
 NM1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1310
 NM1310  HISTORY     - Date     Condition        Report By
 NM1310  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1310  HISTORY     - 1935     GOOD             CGS
 NM1310
 NM1310                          STATION DESCRIPTION
 NM1310
 NM1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1310'AT OAKDALE.
 NM1310'ON THE CONCRETE TRAIN ORDER SIGNAL FOUNDATION IN FRONT OF THE
 NM1310'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1318 ***********************************************************************
 NM1318  DESIGNATION -  RV 18
 NM1318  PID         -  NM1318
 NM1318  STATE/COUNTY-  NE/ANTELOPE
 NM1318  COUNTRY     -  US
 NM1318  USGS QUAD   -  OAKDALE (2017)
 NM1318
 NM1318                         *CURRENT SURVEY CONTROL
 NM1318  ______________________________________________________________________
 NM1318* NAD 83(1986) POSITION- 42 04 00.     (N) 097 55 31.     (W)   SCALED
 NM1318* NAVD 88 ORTHO HEIGHT -   515.560 (meters)     1691.47  (feet) ADJUSTED
 NM1318  ______________________________________________________________________
 NM1318  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 NM1318  DYNAMIC HEIGHT  -        515.355 (meters)     1690.79  (feet) COMP
 NM1318  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 NM1318
 NM1318  VERT ORDER      -  SECOND    CLASS 0
 NM1318
 NM1318.The horizontal coordinates were scaled from a map and have
 NM1318.an estimated accuracy of +/- 6 seconds.
 NM1318
 NM1318.The orthometric height was determined by differential leveling and
 NM1318.adjusted by the NATIONAL GEODETIC SURVEY
 NM1318.in June 1991.
 NM1318
 NM1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1318.GEOID18 height accuracy estimate available here.
 NM1318
 NM1318.Click photographs - Photos may exist for this station.
 NM1318
 NM1318.The dynamic height is computed by dividing the NAVD 88
 NM1318.geopotential number by the normal gravity value computed on the
 NM1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1318.degrees latitude (g = 980.6199 gals.).
 NM1318
 NM1318.The modeled gravity was interpolated from observed gravity values.
 NM1318
 NM1318;                    North         East    Units  Estimated Accuracy
 NM1318;SPC NE       -   250,020.      671,650.      MT  (+/- 180 meters Scaled)
 NM1318
 NM1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM889577(NAD 83)
 NM1318
 NM1318                          SUPERSEDED SURVEY CONTROL
 NM1318
 NM1318  NGVD 29 (??/??/92)  515.356  (m)         1690.80   (f) ADJ UNCH    2 0
 NM1318
 NM1318.Superseded values are not recommended for survey control.
 NM1318
 NM1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1318.See file dsdata.pdf to determine how the superseded data were derived.
 NM1318
 NM1318_MARKER: R = RIVET
 NM1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1318_SP_SET: BRIDGE
 NM1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1318
 NM1318  HISTORY     - Date     Condition        Report By
 NM1318  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1318  HISTORY     - 1935     GOOD             CGS
 NM1318  HISTORY     - 1981     GOOD             LOCSUR
 NM1318
 NM1318                          STATION DESCRIPTION
 NM1318
 NM1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1318'2 MI SE FROM OAKDALE.
 NM1318'ON RAILROAD BRIDGE NO. 200, ON MASONRY HEADWALL, ON THE SOUTH
 NM1318'SIDE OF TRACK.
 NM1318
 NM1318                          STATION RECOVERY (1981)
 NM1318
 NM1318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1319 ***********************************************************************
 NM1319  DESIGNATION -  RV 19
 NM1319  PID         -  NM1319
 NM1319  STATE/COUNTY-  NE/ANTELOPE
 NM1319  COUNTRY     -  US
 NM1319  USGS QUAD   -  OAKDALE (2017)
 NM1319
 NM1319                         *CURRENT SURVEY CONTROL
 NM1319  ______________________________________________________________________
 NM1319* NAD 83(1986) POSITION- 42 03 44.     (N) 097 53 28.     (W)   SCALED
 NM1319* NAVD 88 ORTHO HEIGHT -   513.767 (meters)     1685.58  (feet) ADJUSTED
 NM1319  ______________________________________________________________________
 NM1319  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 NM1319  DYNAMIC HEIGHT  -        513.562 (meters)     1684.91  (feet) COMP
 NM1319  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 NM1319
 NM1319  VERT ORDER      -  SECOND    CLASS 0
 NM1319
 NM1319.The horizontal coordinates were scaled from a map and have
 NM1319.an estimated accuracy of +/- 6 seconds.
 NM1319
 NM1319.The orthometric height was determined by differential leveling and
 NM1319.adjusted by the NATIONAL GEODETIC SURVEY
 NM1319.in June 1991.
 NM1319
 NM1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1319.GEOID18 height accuracy estimate available here.
 NM1319
 NM1319.Click photographs - Photos may exist for this station.
 NM1319
 NM1319.The dynamic height is computed by dividing the NAVD 88
 NM1319.geopotential number by the normal gravity value computed on the
 NM1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1319.degrees latitude (g = 980.6199 gals.).
 NM1319
 NM1319.The modeled gravity was interpolated from observed gravity values.
 NM1319
 NM1319;                    North         East    Units  Estimated Accuracy
 NM1319;SPC NE       -   249,600.      674,480.      MT  (+/- 180 meters Scaled)
 NM1319
 NM1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM917572(NAD 83)
 NM1319
 NM1319                          SUPERSEDED SURVEY CONTROL
 NM1319
 NM1319  NGVD 29 (??/??/92)  513.562  (m)         1684.91   (f) ADJ UNCH    2 0
 NM1319
 NM1319.Superseded values are not recommended for survey control.
 NM1319
 NM1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1319.See file dsdata.pdf to determine how the superseded data were derived.
 NM1319
 NM1319_MARKER: R = RIVET
 NM1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1319_SP_SET: BRIDGE
 NM1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1319
 NM1319  HISTORY     - Date     Condition        Report By
 NM1319  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1319  HISTORY     - 1935     GOOD             CGS
 NM1319  HISTORY     - 1950     GOOD             CGS
 NM1319
 NM1319                          STATION DESCRIPTION
 NM1319
 NM1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1319'3.4 MI NW FROM TILDEN.
 NM1319'ON RAILROAD BRIDGE NO. 195, ON TOP OF BACK WALL, EAST ABUTMENT,
 NM1319'ON THE SOUTH SIDE OF TRACK.
 NM1319
 NM1319                          STATION RECOVERY (1950)
 NM1319
 NM1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NM1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1325 ***********************************************************************
 NM1325  DESIGNATION -  RV 20
 NM1325  PID         -  NM1325
 NM1325  STATE/COUNTY-  NE/ANTELOPE
 NM1325  COUNTRY     -  US
 NM1325  USGS QUAD   -  TILDEN (2017)
 NM1325
 NM1325                         *CURRENT SURVEY CONTROL
 NM1325  ______________________________________________________________________
 NM1325* NAD 83(1986) POSITION- 42 03 14.     (N) 097 51 24.     (W)   SCALED
 NM1325* NAVD 88 ORTHO HEIGHT -   510.353 (meters)     1674.38  (feet) ADJUSTED
 NM1325  ______________________________________________________________________
 NM1325  GEOID HEIGHT    -        -24.639 (meters)                     GEOID18
 NM1325  DYNAMIC HEIGHT  -        510.149 (meters)     1673.71  (feet) COMP
 NM1325  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 NM1325
 NM1325  VERT ORDER      -  SECOND    CLASS 0
 NM1325
 NM1325.The horizontal coordinates were scaled from a map and have
 NM1325.an estimated accuracy of +/- 6 seconds.
 NM1325
 NM1325.The orthometric height was determined by differential leveling and
 NM1325.adjusted by the NATIONAL GEODETIC SURVEY
 NM1325.in June 1991.
 NM1325
 NM1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1325.GEOID18 height accuracy estimate available here.
 NM1325
 NM1325.Click photographs - Photos may exist for this station.
 NM1325
 NM1325.The dynamic height is computed by dividing the NAVD 88
 NM1325.geopotential number by the normal gravity value computed on the
 NM1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1325.degrees latitude (g = 980.6199 gals.).
 NM1325
 NM1325.The modeled gravity was interpolated from observed gravity values.
 NM1325
 NM1325;                    North         East    Units  Estimated Accuracy
 NM1325;SPC NE       -   248,740.      677,360.      MT  (+/- 180 meters Scaled)
 NM1325
 NM1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM946563(NAD 83)
 NM1325
 NM1325                          SUPERSEDED SURVEY CONTROL
 NM1325
 NM1325  NGVD 29 (??/??/92)  510.142  (m)         1673.69   (f) ADJ UNCH    2 0
 NM1325
 NM1325.Superseded values are not recommended for survey control.
 NM1325
 NM1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1325.See file dsdata.pdf to determine how the superseded data were derived.
 NM1325
 NM1325_MARKER: R = RIVET
 NM1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1325_SP_SET: BRIDGE
 NM1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1325
 NM1325  HISTORY     - Date     Condition        Report By
 NM1325  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1325  HISTORY     - 1935     GOOD             CGS
 NM1325  HISTORY     - 1950     GOOD             CGS
 NM1325
 NM1325                          STATION DESCRIPTION
 NM1325
 NM1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1325'1.3 MI NW FROM TILDEN.
 NM1325'ON RAILROAD BRIDGE NO. 191, ON THE TOP OF BACK WALL OF THE EAST
 NM1325'ABUTMENT, ON THE SOUTH SIDE OF TRACK.
 NM1325
 NM1325                          STATION RECOVERY (1950)
 NM1325
 NM1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NM1325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1327 ***********************************************************************
 NM1327  DESIGNATION -  RV 21
 NM1327  PID         -  NM1327
 NM1327  STATE/COUNTY-  NE/MADISON
 NM1327  COUNTRY     -  US
 NM1327  USGS QUAD   -  TILDEN (2017)
 NM1327
 NM1327                         *CURRENT SURVEY CONTROL
 NM1327  ______________________________________________________________________
 NM1327* NAD 83(1986) POSITION- 42 02 51.     (N) 097 49 53.     (W)   SCALED
 NM1327* NAVD 88 ORTHO HEIGHT -   511.794 (meters)     1679.11  (feet) ADJUSTED
 NM1327  ______________________________________________________________________
 NM1327  GEOID HEIGHT    -        -24.651 (meters)                     GEOID18
 NM1327  DYNAMIC HEIGHT  -        511.588 (meters)     1678.44  (feet) COMP
 NM1327  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 NM1327
 NM1327  VERT ORDER      -  SECOND    CLASS 0
 NM1327
 NM1327.The horizontal coordinates were scaled from a map and have
 NM1327.an estimated accuracy of +/- 6 seconds.
 NM1327
 NM1327.The orthometric height was determined by differential leveling and
 NM1327.adjusted by the NATIONAL GEODETIC SURVEY
 NM1327.in June 1991.
 NM1327
 NM1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1327.GEOID18 height accuracy estimate available here.
 NM1327
 NM1327.Click photographs - Photos may exist for this station.
 NM1327
 NM1327.The dynamic height is computed by dividing the NAVD 88
 NM1327.geopotential number by the normal gravity value computed on the
 NM1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1327.degrees latitude (g = 980.6199 gals.).
 NM1327
 NM1327.The modeled gravity was interpolated from observed gravity values.
 NM1327
 NM1327;                    North         East    Units  Estimated Accuracy
 NM1327;SPC NE       -   248,080.      679,470.      MT  (+/- 180 meters Scaled)
 NM1327
 NM1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967557(NAD 83)
 NM1327
 NM1327                          SUPERSEDED SURVEY CONTROL
 NM1327
 NM1327  NGVD 29 (??/??/92)  511.588  (m)         1678.44   (f) ADJ UNCH    2 0
 NM1327
 NM1327.Superseded values are not recommended for survey control.
 NM1327
 NM1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1327.See file dsdata.pdf to determine how the superseded data were derived.
 NM1327
 NM1327_MARKER: R = RIVET
 NM1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1327_SP_SET: SIGNAL FOUNDATION
 NM1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1327
 NM1327  HISTORY     - Date     Condition        Report By
 NM1327  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1327  HISTORY     - 1935     GOOD             CGS
 NM1327  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1327
 NM1327                          STATION DESCRIPTION
 NM1327
 NM1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1327'IN TILDEN.
 NM1327'ON THE NORTH SIDE (TRACK SIDE) OF WIG-WAG SIGNAL FOUNDATION,
 NM1327'LOCATED IN THE CENTER OF STREET EAST OF THE STATION.
 NM1327
 NM1327                          STATION RECOVERY (1999)
 NM1327
 NM1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1327'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1330 ***********************************************************************
 NM1330  DESIGNATION -  RV 22
 NM1330  PID         -  NM1330
 NM1330  STATE/COUNTY-  NE/MADISON
 NM1330  COUNTRY     -  US
 NM1330  USGS QUAD   -  TILDEN (2017)
 NM1330
 NM1330                         *CURRENT SURVEY CONTROL
 NM1330  ______________________________________________________________________
 NM1330* NAD 83(1986) POSITION- 42 02 08.     (N) 097 46 21.     (W)   SCALED
 NM1330* NAVD 88 ORTHO HEIGHT -   503.27  (+/-2cm)     1651.1   (feet) VERTCON
 NM1330  ______________________________________________________________________
 NM1330  GEOID HEIGHT    -        -24.682 (meters)                     GEOID18
 NM1330  VERT ORDER      -  ? (See Below)
 NM1330
 NM1330.The horizontal coordinates were scaled from a map and have
 NM1330.an estimated accuracy of +/- 6 seconds.
 NM1330
 NM1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1330
 NM1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1330.GEOID18 height accuracy estimate available here.
 NM1330
 NM1330.The vertical order pertains to the NGVD 29 superseded value.
 NM1330
 NM1330.Click photographs - Photos may exist for this station.
 NM1330
 NM1330;                    North         East    Units  Estimated Accuracy
 NM1330;SPC NE       -   246,880.      684,370.      MT  (+/- 180 meters Scaled)
 NM1330
 NM1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM016544(NAD 83)
 NM1330
 NM1330                          SUPERSEDED SURVEY CONTROL
 NM1330
 NM1330  NGVD 29 (??/??/92)  503.068  (m)         1650.48   (f) ADJ UNCH       
 NM1330
 NM1330.Superseded values are not recommended for survey control.
 NM1330
 NM1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1330.See file dsdata.pdf to determine how the superseded data were derived.
 NM1330
 NM1330_MARKER: R = RIVET
 NM1330_SETTING: 0 = UNSPECIFIED SETTING
 NM1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1330
 NM1330  HISTORY     - Date     Condition        Report By
 NM1330  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1330  HISTORY     - 1935     GOOD             CGS
 NM1330
 NM1330                          STATION DESCRIPTION
 NM1330
 NM1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1330'2.2 MI NW FROM MEADOW GROVE.
 NM1330'2.18 MILES NORTHWEST OF DEPOT.  ON BRIDGE NO. 178, ON MASONRY
 NM1330'HEADWALL, ON THE SOUTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1332 ***********************************************************************
 NM1332  DESIGNATION -  RV 23
 NM1332  PID         -  NM1332
 NM1332  STATE/COUNTY-  NE/MADISON
 NM1332  COUNTRY     -  US
 NM1332  USGS QUAD   -  MEADOW GROVE (2017)
 NM1332
 NM1332                         *CURRENT SURVEY CONTROL
 NM1332  ______________________________________________________________________
 NM1332* NAD 83(1986) POSITION- 42 01 40.     (N) 097 44 08.     (W)   SCALED
 NM1332* NAVD 88 ORTHO HEIGHT -   499.401 (meters)     1638.45  (feet) ADJUSTED
 NM1332  ______________________________________________________________________
 NM1332  GEOID HEIGHT    -        -24.699 (meters)                     GEOID18
 NM1332  DYNAMIC HEIGHT  -        499.199 (meters)     1637.79  (feet) COMP
 NM1332  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 NM1332
 NM1332  VERT ORDER      -  SECOND    CLASS 0
 NM1332
 NM1332.The horizontal coordinates were scaled from a map and have
 NM1332.an estimated accuracy of +/- 6 seconds.
 NM1332
 NM1332.The orthometric height was determined by differential leveling and
 NM1332.adjusted by the NATIONAL GEODETIC SURVEY
 NM1332.in June 1991.
 NM1332
 NM1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1332.GEOID18 height accuracy estimate available here.
 NM1332
 NM1332.Click photographs - Photos may exist for this station.
 NM1332
 NM1332.The dynamic height is computed by dividing the NAVD 88
 NM1332.geopotential number by the normal gravity value computed on the
 NM1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1332.degrees latitude (g = 980.6199 gals.).
 NM1332
 NM1332.The modeled gravity was interpolated from observed gravity values.
 NM1332
 NM1332;                    North         East    Units  Estimated Accuracy
 NM1332;SPC NE       -   246,100.      687,450.      MT  (+/- 180 meters Scaled)
 NM1332
 NM1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM046536(NAD 83)
 NM1332
 NM1332                          SUPERSEDED SURVEY CONTROL
 NM1332
 NM1332  NGVD 29 (??/??/92)  499.204  (m)         1637.81   (f) ADJ UNCH    2 0
 NM1332
 NM1332.Superseded values are not recommended for survey control.
 NM1332
 NM1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1332.See file dsdata.pdf to determine how the superseded data were derived.
 NM1332
 NM1332_MARKER: R = RIVET
 NM1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1332_SP_SET: PEDESTAL
 NM1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1332
 NM1332  HISTORY     - Date     Condition        Report By
 NM1332  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1332  HISTORY     - 1935     GOOD             CGS
 NM1332  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1332
 NM1332                          STATION DESCRIPTION
 NM1332
 NM1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1332'AT MEADOW GROVE.
 NM1332'ON THE NORTHWEST PEDESTAL OF THE CHICAGO AND NORTH WESTERN
 NM1332'RAILROADS WATER TANK.
 NM1332
 NM1332                          STATION RECOVERY (1999)
 NM1332
 NM1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1332'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1334 ***********************************************************************
 NM1334  DESIGNATION -  RV 24
 NM1334  PID         -  NM1334
 NM1334  STATE/COUNTY-  NE/MADISON
 NM1334  COUNTRY     -  US
 NM1334  USGS QUAD   -  MEADOW GROVE (2017)
 NM1334
 NM1334                         *CURRENT SURVEY CONTROL
 NM1334  ______________________________________________________________________
 NM1334* NAD 83(1986) POSITION- 42 01 00.     (N) 097 41 02.     (W)   SCALED
 NM1334* NAVD 88 ORTHO HEIGHT -   493.307 (meters)     1618.46  (feet) ADJUSTED
 NM1334  ______________________________________________________________________
 NM1334  GEOID HEIGHT    -        -24.717 (meters)                     GEOID18
 NM1334  DYNAMIC HEIGHT  -        493.108 (meters)     1617.81  (feet) COMP
 NM1334  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 NM1334
 NM1334  VERT ORDER      -  SECOND    CLASS 0
 NM1334
 NM1334.The horizontal coordinates were scaled from a map and have
 NM1334.an estimated accuracy of +/- 6 seconds.
 NM1334
 NM1334.The orthometric height was determined by differential leveling and
 NM1334.adjusted by the NATIONAL GEODETIC SURVEY
 NM1334.in June 1991.
 NM1334
 NM1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1334.GEOID18 height accuracy estimate available here.
 NM1334
 NM1334.Click photographs - Photos may exist for this station.
 NM1334
 NM1334.The dynamic height is computed by dividing the NAVD 88
 NM1334.geopotential number by the normal gravity value computed on the
 NM1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1334.degrees latitude (g = 980.6199 gals.).
 NM1334
 NM1334.The modeled gravity was interpolated from observed gravity values.
 NM1334
 NM1334;                    North         East    Units  Estimated Accuracy
 NM1334;SPC NE       -   244,980.      691,760.      MT  (+/- 180 meters Scaled)
 NM1334
 NM1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM089524(NAD 83)
 NM1334
 NM1334                          SUPERSEDED SURVEY CONTROL
 NM1334
 NM1334  NGVD 29 (??/??/92)  493.114  (m)         1617.82   (f) ADJ UNCH    2 0
 NM1334
 NM1334.Superseded values are not recommended for survey control.
 NM1334
 NM1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1334.See file dsdata.pdf to determine how the superseded data were derived.
 NM1334
 NM1334_MARKER: R = RIVET
 NM1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1334_SP_SET: BRIDGE
 NM1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1334
 NM1334  HISTORY     - Date     Condition        Report By
 NM1334  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1334  HISTORY     - 1935     GOOD             CGS
 NM1334
 NM1334                          STATION DESCRIPTION
 NM1334
 NM1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1334'4.5 MI NW FROM BATTLE CREEK.
 NM1334'4.52 MILES NORTHWEST OF DEPOT.  ON BRIDGE NO. 166, ON THE EAST
 NM1334'WING WALL, ON THE SOUTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1337 ***********************************************************************
 NM1337  DESIGNATION -  RV 25
 NM1337  PID         -  NM1337
 NM1337  STATE/COUNTY-  NE/MADISON
 NM1337  COUNTRY     -  US
 NM1337  USGS QUAD   -  PIERCE SE (2017)
 NM1337
 NM1337                         *CURRENT SURVEY CONTROL
 NM1337  ______________________________________________________________________
 NM1337* NAD 83(1986) POSITION- 42 00 07.     (N) 097 36 01.     (W)   SCALED
 NM1337* NAVD 88 ORTHO HEIGHT -   484.409 (meters)     1589.27  (feet) ADJUSTED
 NM1337  ______________________________________________________________________
 NM1337  GEOID HEIGHT    -        -24.743 (meters)                     GEOID18
 NM1337  DYNAMIC HEIGHT  -        484.218 (meters)     1588.64  (feet) COMP
 NM1337  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 NM1337
 NM1337  VERT ORDER      -  SECOND    CLASS 0
 NM1337
 NM1337.The horizontal coordinates were scaled from a map and have
 NM1337.an estimated accuracy of +/- 6 seconds.
 NM1337
 NM1337.The orthometric height was determined by differential leveling and
 NM1337.adjusted by the NATIONAL GEODETIC SURVEY
 NM1337.in June 1991.
 NM1337
 NM1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1337.GEOID18 height accuracy estimate available here.
 NM1337
 NM1337.Click photographs - Photos may exist for this station.
 NM1337
 NM1337.The dynamic height is computed by dividing the NAVD 88
 NM1337.geopotential number by the normal gravity value computed on the
 NM1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1337.degrees latitude (g = 980.6199 gals.).
 NM1337
 NM1337.The modeled gravity was interpolated from observed gravity values.
 NM1337
 NM1337;                    North         East    Units  Estimated Accuracy
 NM1337;SPC NE       -   243,530.      698,730.      MT  (+/- 180 meters Scaled)
 NM1337
 NM1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM159509(NAD 83)
 NM1337
 NM1337                          SUPERSEDED SURVEY CONTROL
 NM1337
 NM1337  NGVD 29 (??/??/92)  484.224  (m)         1588.66   (f) ADJ UNCH    2 0
 NM1337
 NM1337.Superseded values are not recommended for survey control.
 NM1337
 NM1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1337.See file dsdata.pdf to determine how the superseded data were derived.
 NM1337
 NM1337_MARKER: R = RIVET
 NM1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1337_SP_SET: SIGNAL FOUNDATION
 NM1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1337
 NM1337  HISTORY     - Date     Condition        Report By
 NM1337  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1337  HISTORY     - 1935     GOOD             CGS
 NM1337
 NM1337                          STATION DESCRIPTION
 NM1337
 NM1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1337'AT BATTLE CREEK.
 NM1337'AT THE CHICAGO AND NORTH WESTERN DEPOT.  ON THE TRAIN ORDER
 NM1337'SIGNAL FOUNDATION IN FRONT OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1339 ***********************************************************************
 NM1339  DESIGNATION -  RV 26
 NM1339  PID         -  NM1339
 NM1339  STATE/COUNTY-  NE/MADISON
 NM1339  COUNTRY     -  US
 NM1339  USGS QUAD   -  PIERCE SE (2017)
 NM1339
 NM1339                         *CURRENT SURVEY CONTROL
 NM1339  ______________________________________________________________________
 NM1339* NAD 83(1986) POSITION- 42 00 33.     (N) 097 32 46.     (W)   SCALED
 NM1339* NAVD 88 ORTHO HEIGHT -   475.327 (meters)     1559.47  (feet) ADJUSTED
 NM1339  ______________________________________________________________________
 NM1339  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 NM1339  DYNAMIC HEIGHT  -        475.138 (meters)     1558.85  (feet) COMP
 NM1339  MODELED GRAVITY -    980,209.7   (mgal)                       NAVD 88
 NM1339
 NM1339  VERT ORDER      -  SECOND    CLASS 0
 NM1339
 NM1339.The horizontal coordinates were scaled from a map and have
 NM1339.an estimated accuracy of +/- 6 seconds.
 NM1339
 NM1339.The orthometric height was determined by differential leveling and
 NM1339.adjusted by the NATIONAL GEODETIC SURVEY
 NM1339.in June 1991.
 NM1339
 NM1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1339.GEOID18 height accuracy estimate available here.
 NM1339
 NM1339.Click photographs - Photos may exist for this station.
 NM1339
 NM1339.The dynamic height is computed by dividing the NAVD 88
 NM1339.geopotential number by the normal gravity value computed on the
 NM1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1339.degrees latitude (g = 980.6199 gals.).
 NM1339
 NM1339.The modeled gravity was interpolated from observed gravity values.
 NM1339
 NM1339;                    North         East    Units  Estimated Accuracy
 NM1339;SPC NE       -   244,460.      703,190.      MT  (+/- 180 meters Scaled)
 NM1339
 NM1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM203518(NAD 83)
 NM1339
 NM1339                          SUPERSEDED SURVEY CONTROL
 NM1339
 NM1339  NGVD 29 (??/??/92)  475.148  (m)         1558.88   (f) ADJ UNCH    2 0
 NM1339
 NM1339.Superseded values are not recommended for survey control.
 NM1339
 NM1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1339.See file dsdata.pdf to determine how the superseded data were derived.
 NM1339
 NM1339_MARKER: R = RIVET
 NM1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1339_SP_SET: BRIDGE
 NM1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1339
 NM1339  HISTORY     - Date     Condition        Report By
 NM1339  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1339  HISTORY     - 1935     GOOD             CGS
 NM1339
 NM1339                          STATION DESCRIPTION
 NM1339
 NM1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1339'2.8 MI E FROM BATTLE CREEK.
 NM1339'ON BRIDGE NO. 155, ON THE TOP OF BACK WALL OF THE EAST ABUTMENT,
 NM1339'ON THE SOUTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1342 ***********************************************************************
 NM1342  DESIGNATION -  RV 27
 NM1342  PID         -  NM1342
 NM1342  STATE/COUNTY-  NE/MADISON
 NM1342  COUNTRY     -  US
 NM1342  USGS QUAD   -  NORFOLK (2017)
 NM1342
 NM1342                         *CURRENT SURVEY CONTROL
 NM1342  ______________________________________________________________________
 NM1342* NAD 83(1986) POSITION- 42 00 33.     (N) 097 29 05.     (W)   SCALED
 NM1342* NAVD 88 ORTHO HEIGHT -   470.299 (meters)     1542.97  (feet) ADJUSTED
 NM1342  ______________________________________________________________________
 NM1342  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 NM1342  DYNAMIC HEIGHT  -        470.112 (meters)     1542.36  (feet) COMP
 NM1342  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 NM1342
 NM1342  VERT ORDER      -  SECOND    CLASS 0
 NM1342
 NM1342.The horizontal coordinates were scaled from a map and have
 NM1342.an estimated accuracy of +/- 6 seconds.
 NM1342
 NM1342.The orthometric height was determined by differential leveling and
 NM1342.adjusted by the NATIONAL GEODETIC SURVEY
 NM1342.in June 1991.
 NM1342
 NM1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1342.GEOID18 height accuracy estimate available here.
 NM1342
 NM1342.Click photographs - Photos may exist for this station.
 NM1342
 NM1342.The dynamic height is computed by dividing the NAVD 88
 NM1342.geopotential number by the normal gravity value computed on the
 NM1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1342.degrees latitude (g = 980.6199 gals.).
 NM1342
 NM1342.The modeled gravity was interpolated from observed gravity values.
 NM1342
 NM1342;                    North         East    Units  Estimated Accuracy
 NM1342;SPC NE       -   244,610.      708,270.      MT  (+/- 180 meters Scaled)
 NM1342
 NM1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM254519(NAD 83)
 NM1342
 NM1342                          SUPERSEDED SURVEY CONTROL
 NM1342
 NM1342  NGVD 29 (??/??/92)  470.124  (m)         1542.40   (f) ADJ UNCH    2 0
 NM1342
 NM1342.Superseded values are not recommended for survey control.
 NM1342
 NM1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1342.See file dsdata.pdf to determine how the superseded data were derived.
 NM1342
 NM1342_MARKER: R = RIVET
 NM1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1342_SP_SET: BRIDGE
 NM1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1342
 NM1342  HISTORY     - Date     Condition        Report By
 NM1342  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1342  HISTORY     - 1935     GOOD             CGS
 NM1342
 NM1342                          STATION DESCRIPTION
 NM1342
 NM1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1342'4.6 MI W FROM NORFOLK.
 NM1342'ON BRIDGE NO. 147, ON THE TOP BACK WALL COURSE OF THE EAST
 NM1342'ABUTMENT, ON THE NORTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1226 ***********************************************************************
 NM1226  DESIGNATION -  RV 28
 NM1226  PID         -  NM1226
 NM1226  STATE/COUNTY-  NE/MADISON
 NM1226  COUNTRY     -  US
 NM1226  USGS QUAD   -  NORFOLK (2017)
 NM1226
 NM1226                         *CURRENT SURVEY CONTROL
 NM1226  ______________________________________________________________________
 NM1226* NAD 83(1986) POSITION- 42 00 54.     (N) 097 24 30.     (W)   SCALED
 NM1226* NAVD 88 ORTHO HEIGHT -   463.140 (meters)     1519.49  (feet) ADJUSTED
 NM1226  ______________________________________________________________________
 NM1226  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 NM1226  DYNAMIC HEIGHT  -        462.958 (meters)     1518.89  (feet) COMP
 NM1226  MODELED GRAVITY -    980,215.6   (mgal)                       NAVD 88
 NM1226
 NM1226  VERT ORDER      -  FIRST     CLASS II
 NM1226
 NM1226.The horizontal coordinates were scaled from a map and have
 NM1226.an estimated accuracy of +/- 6 seconds.
 NM1226
 NM1226.The orthometric height was determined by differential leveling and
 NM1226.adjusted by the NATIONAL GEODETIC SURVEY
 NM1226.in June 1991.
 NM1226
 NM1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1226.GEOID18 height accuracy estimate available here.
 NM1226
 NM1226.Click photographs - Photos may exist for this station.
 NM1226
 NM1226.The dynamic height is computed by dividing the NAVD 88
 NM1226.geopotential number by the normal gravity value computed on the
 NM1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1226.degrees latitude (g = 980.6199 gals.).
 NM1226
 NM1226.The modeled gravity was interpolated from observed gravity values.
 NM1226
 NM1226;                    North         East    Units  Estimated Accuracy
 NM1226;SPC NE       -   245,440.      714,570.      MT  (+/- 180 meters Scaled)
 NM1226
 NM1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM317526(NAD 83)
 NM1226
 NM1226                          SUPERSEDED SURVEY CONTROL
 NM1226
 NM1226  NGVD 29 (??/??/92)  462.958  (m)         1518.89   (f) ADJ UNCH    1 2
 NM1226
 NM1226.Superseded values are not recommended for survey control.
 NM1226
 NM1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1226.See file dsdata.pdf to determine how the superseded data were derived.
 NM1226
 NM1226_MARKER: R = RIVET
 NM1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1226_SP_SET: LAMP POST BASE
 NM1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1226
 NM1226  HISTORY     - Date     Condition        Report By
 NM1226  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1226  HISTORY     - 1934     GOOD             CGS
 NM1226  HISTORY     - 1947     GOOD             CGS
 NM1226
 NM1226                          STATION DESCRIPTION
 NM1226
 NM1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1226'AT NORFOLK.
 NM1226'AT NORFOLK, MADISON COUNTY, 0.1 MI E OF THE S NORFOLK STATION OF
 NM1226'THE CHICAGO AND NORTH WESTERN RAILWAY, IN FRONT OF THE TWO-STORY
 NM1226'BRICK OFFICE BUILDING USED BY THE RAILWAY COMPANY, AT THE S
 NM1226'ENTRANCE, 21.8 FT N OF THE N RAIL OF THE N TRACK, 12.5 FT W OF
 NM1226'THE CONCRETE STEPS AT THE S ENTRANCE TO THE OFFICE BUILDING, 9.5
 NM1226'FT S OF THE S WALL, AT A LAMP POST, IN THE TOP OF THE SE CORNER
 NM1226'OF THE CONCRETE BASE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
 NM1226'A STANDARD MONEL-METAL RIVET.
 NM1226
 NM1226                          STATION RECOVERY (1947)
 NM1226
 NM1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM1226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1219 ***********************************************************************
 NM1219  DESIGNATION -  RV 29
 NM1219  PID         -  NM1219
 NM1219  STATE/COUNTY-  NE/MADISON
 NM1219  COUNTRY     -  US
 NM1219  USGS QUAD   -  NORFOLK (2017)
 NM1219
 NM1219                         *CURRENT SURVEY CONTROL
 NM1219  ______________________________________________________________________
 NM1219* NAD 83(1986) POSITION- 42 00 58.     (N) 097 23 08.     (W)   SCALED
 NM1219* NAVD 88 ORTHO HEIGHT -   459.571 (meters)     1507.78  (feet) ADJUSTED
 NM1219  ______________________________________________________________________
 NM1219  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 NM1219  DYNAMIC HEIGHT  -        459.391 (meters)     1507.19  (feet) COMP
 NM1219  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 NM1219
 NM1219  VERT ORDER      -  SECOND    CLASS 0
 NM1219
 NM1219.The horizontal coordinates were scaled from a map and have
 NM1219.an estimated accuracy of +/- 6 seconds.
 NM1219
 NM1219.The orthometric height was determined by differential leveling and
 NM1219.adjusted by the NATIONAL GEODETIC SURVEY
 NM1219.in June 1991.
 NM1219
 NM1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1219.GEOID18 height accuracy estimate available here.
 NM1219
 NM1219.Click photographs - Photos may exist for this station.
 NM1219
 NM1219.The dynamic height is computed by dividing the NAVD 88
 NM1219.geopotential number by the normal gravity value computed on the
 NM1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1219.degrees latitude (g = 980.6199 gals.).
 NM1219
 NM1219.The modeled gravity was interpolated from observed gravity values.
 NM1219
 NM1219;                    North         East    Units  Estimated Accuracy
 NM1219;SPC NE       -   245,620.      716,460.      MT  (+/- 180 meters Scaled)
 NM1219
 NM1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM336528(NAD 83)
 NM1219
 NM1219                          SUPERSEDED SURVEY CONTROL
 NM1219
 NM1219  NGVD 29 (??/??/92)  459.389  (m)         1507.18   (f) ADJ UNCH    2 0
 NM1219
 NM1219.Superseded values are not recommended for survey control.
 NM1219
 NM1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1219.See file dsdata.pdf to determine how the superseded data were derived.
 NM1219
 NM1219_MARKER: R = RIVET
 NM1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1219_SP_SET: PIER
 NM1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1219
 NM1219  HISTORY     - Date     Condition        Report By
 NM1219  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1219  HISTORY     - 1934     GOOD             CGS
 NM1219
 NM1219                          STATION DESCRIPTION
 NM1219
 NM1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1219'1.2 MI E FROM NORFOLK.
 NM1219'1.2 MI E ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1219'STATION AT NORFOLK, MADISON COUNTY, AT BRIDGE 131, IN THE TOP OF
 NM1219'THE S END OF THE E CONCRETE PIER, AND S OF THE S RAIL.  A STANDARD
 NM1219'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0239 ***********************************************************************
 NN0239  DESIGNATION -  RV 3
 NN0239  PID         -  NN0239
 NN0239  STATE/COUNTY-  NE/HOLT
 NN0239  COUNTRY     -  US
 NN0239  USGS QUAD   -  INMAN (2017)
 NN0239
 NN0239                         *CURRENT SURVEY CONTROL
 NN0239  ______________________________________________________________________
 NN0239* NAD 83(1986) POSITION- 42 24 38.     (N) 098 34 08.     (W)   SCALED
 NN0239* NAVD 88 ORTHO HEIGHT -   592.666 (meters)     1944.44  (feet) ADJUSTED
 NN0239  ______________________________________________________________________
 NN0239  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 NN0239  DYNAMIC HEIGHT  -        592.442 (meters)     1943.70  (feet) COMP
 NN0239  MODELED GRAVITY -    980,224.2   (mgal)                       NAVD 88
 NN0239
 NN0239  VERT ORDER      -  SECOND    CLASS 0
 NN0239
 NN0239.The horizontal coordinates were scaled from a map and have
 NN0239.an estimated accuracy of +/- 6 seconds.
 NN0239
 NN0239.The orthometric height was determined by differential leveling and
 NN0239.adjusted by the NATIONAL GEODETIC SURVEY
 NN0239.in June 1991.
 NN0239
 NN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0239.GEOID18 height accuracy estimate available here.
 NN0239
 NN0239.Click photographs - Photos may exist for this station.
 NN0239
 NN0239.The dynamic height is computed by dividing the NAVD 88
 NN0239.geopotential number by the normal gravity value computed on the
 NN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0239.degrees latitude (g = 980.6199 gals.).
 NN0239
 NN0239.The modeled gravity was interpolated from observed gravity values.
 NN0239
 NN0239;                    North         East    Units  Estimated Accuracy
 NN0239;SPC NE       -   287,120.      617,770.      MT  (+/- 180 meters Scaled)
 NN0239
 NN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM354954(NAD 83)
 NN0239
 NN0239                          SUPERSEDED SURVEY CONTROL
 NN0239
 NN0239  NGVD 29 (??/??/92)  592.465  (m)         1943.78   (f) ADJ UNCH    2 0
 NN0239
 NN0239.Superseded values are not recommended for survey control.
 NN0239
 NN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0239.See file dsdata.pdf to determine how the superseded data were derived.
 NN0239
 NN0239_MARKER: R = RIVET
 NN0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0239_SP_SET: WALL
 NN0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0239
 NN0239  HISTORY     - Date     Condition        Report By
 NN0239  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0239  HISTORY     - 1935     GOOD             CGS
 NN0239
 NN0239                          STATION DESCRIPTION
 NN0239
 NN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0239'5 MI SE FROM O NEILL.
 NN0239'5.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0239'FROM THE STATION AT O NEILL, HOLT COUNTY, AT BRIDGE 283-3/4, ON
 NN0239'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0239'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1185 ***********************************************************************
 MK1185  DESIGNATION -  RV 31
 MK1185  PID         -  MK1185
 MK1185  STATE/COUNTY-  NE/STANTON
 MK1185  COUNTRY     -  US
 MK1185  USGS QUAD   -  STANTON (2017)
 MK1185
 MK1185                         *CURRENT SURVEY CONTROL
 MK1185  ______________________________________________________________________
 MK1185* NAD 83(1986) POSITION- 41 56 39.     (N) 097 13 58.     (W)   SCALED
 MK1185* NAVD 88 ORTHO HEIGHT -   446.590 (meters)     1465.19  (feet) ADJUSTED
 MK1185  ______________________________________________________________________
 MK1185  GEOID HEIGHT    -        -24.702 (meters)                     GEOID18
 MK1185  DYNAMIC HEIGHT  -        446.425 (meters)     1464.65  (feet) COMP
 MK1185  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 MK1185
 MK1185  VERT ORDER      -  SECOND    CLASS 0
 MK1185
 MK1185.The horizontal coordinates were scaled from a map and have
 MK1185.an estimated accuracy of +/- 6 seconds.
 MK1185
 MK1185.The orthometric height was determined by differential leveling and
 MK1185.adjusted by the NATIONAL GEODETIC SURVEY
 MK1185.in June 1991.
 MK1185
 MK1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1185.GEOID18 height accuracy estimate available here.
 MK1185
 MK1185.Click photographs - Photos may exist for this station.
 MK1185
 MK1185.The dynamic height is computed by dividing the NAVD 88
 MK1185.geopotential number by the normal gravity value computed on the
 MK1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1185.degrees latitude (g = 980.6199 gals.).
 MK1185
 MK1185.The modeled gravity was interpolated from observed gravity values.
 MK1185
 MK1185;                    North         East    Units  Estimated Accuracy
 MK1185;SPC NE       -   238,030.      729,360.      MT  (+/- 180 meters Scaled)
 MK1185
 MK1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM464450(NAD 83)
 MK1185
 MK1185                          SUPERSEDED SURVEY CONTROL
 MK1185
 MK1185  NGVD 29 (??/??/92)  446.423  (m)         1464.64   (f) ADJ UNCH    2 0
 MK1185
 MK1185.Superseded values are not recommended for survey control.
 MK1185
 MK1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1185.See file dsdata.pdf to determine how the superseded data were derived.
 MK1185
 MK1185_MARKER: R = RIVET
 MK1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1185_SP_SET: BRIDGE
 MK1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1185
 MK1185  HISTORY     - Date     Condition        Report By
 MK1185  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1185  HISTORY     - 1935     GOOD             CGS
 MK1185
 MK1185                          STATION DESCRIPTION
 MK1185
 MK1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1185'0.6 MI W FROM STANTON.
 MK1185'0.6 MILES WEST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK1185'WESTERN RAILROAD BETWEEN STANTON AND NORFOLK, ON TOP OF SOUTH
 MK1185'MASONRY HEADWALL OF BRIDGE NO. 113.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1183 ***********************************************************************
 MK1183  DESIGNATION -  RV 32
 MK1183  PID         -  MK1183
 MK1183  STATE/COUNTY-  NE/STANTON
 MK1183  COUNTRY     -  US
 MK1183  USGS QUAD   -  STANTON (2017)
 MK1183
 MK1183                         *CURRENT SURVEY CONTROL
 MK1183  ______________________________________________________________________
 MK1183* NAD 83(1986) POSITION- 41 58 01.     (N) 097 11 14.     (W)   SCALED
 MK1183* NAVD 88 ORTHO HEIGHT -   444.15  (+/-2cm)     1457.2   (feet) VERTCON
 MK1183  ______________________________________________________________________
 MK1183  GEOID HEIGHT    -        -24.742 (meters)                     GEOID18
 MK1183  VERT ORDER      -  ? (See Below)
 MK1183
 MK1183.The horizontal coordinates were scaled from a map and have
 MK1183.an estimated accuracy of +/- 6 seconds.
 MK1183
 MK1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1183
 MK1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1183.GEOID18 height accuracy estimate available here.
 MK1183
 MK1183.The vertical order pertains to the NGVD 29 superseded value.
 MK1183
 MK1183.Click photographs - Photos may exist for this station.
 MK1183
 MK1183;                    North         East    Units  Estimated Accuracy
 MK1183;SPC NE       -   240,680.      733,050.      MT  (+/- 180 meters Scaled)
 MK1183
 MK1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM502476(NAD 83)
 MK1183
 MK1183                          SUPERSEDED SURVEY CONTROL
 MK1183
 MK1183  NGVD 29 (??/??/92)  443.984  (m)         1456.64   (f) ADJ UNCH       
 MK1183
 MK1183.Superseded values are not recommended for survey control.
 MK1183
 MK1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1183.See file dsdata.pdf to determine how the superseded data were derived.
 MK1183
 MK1183_MARKER: R = RIVET
 MK1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1183_SP_SET: BRIDGE ABUTMENT
 MK1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1183
 MK1183  HISTORY     - Date     Condition        Report By
 MK1183  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1183  HISTORY     - 1935     GOOD             CGS
 MK1183
 MK1183                          STATION DESCRIPTION
 MK1183
 MK1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1183'2.2 MI E FROM STANTON.
 MK1183'2.2 MILES EAST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK1183'WESTERN RAILROAD BETWEEN PILGER AND NORFOLK, ON THE SOUTH END OF
 MK1183'THE SECOND STEP OF BACKWALL, EAST CONCRETE ABUTMENT OF BRIDGE
 MK1183'NO. 106.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1214 ***********************************************************************
 NM1214  DESIGNATION -  RV 34
 NM1214  PID         -  NM1214
 NM1214  STATE/COUNTY-  NE/STANTON
 NM1214  COUNTRY     -  US
 NM1214  USGS QUAD   -  PILGER (2017)
 NM1214
 NM1214                         *CURRENT SURVEY CONTROL
 NM1214  ______________________________________________________________________
 NM1214* NAD 83(1986) POSITION- 42 00 23.     (N) 097 03 22.     (W)   SCALED
 NM1214* NAVD 88 ORTHO HEIGHT -   429.691 (meters)     1409.74  (feet) ADJUSTED
 NM1214  ______________________________________________________________________
 NM1214  GEOID HEIGHT    -        -24.845 (meters)                     GEOID18
 NM1214  DYNAMIC HEIGHT  -        429.537 (meters)     1409.24  (feet) COMP
 NM1214  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 NM1214
 NM1214  VERT ORDER      -  SECOND    CLASS 0
 NM1214
 NM1214.The horizontal coordinates were scaled from a map and have
 NM1214.an estimated accuracy of +/- 6 seconds.
 NM1214
 NM1214.The orthometric height was determined by differential leveling and
 NM1214.adjusted by the NATIONAL GEODETIC SURVEY
 NM1214.in June 1991.
 NM1214
 NM1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1214.GEOID18 height accuracy estimate available here.
 NM1214
 NM1214.Click photographs - Photos may exist for this station.
 NM1214
 NM1214.The dynamic height is computed by dividing the NAVD 88
 NM1214.geopotential number by the normal gravity value computed on the
 NM1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1214.degrees latitude (g = 980.6199 gals.).
 NM1214
 NM1214.The modeled gravity was interpolated from observed gravity values.
 NM1214
 NM1214;                    North         East    Units  Estimated Accuracy
 NM1214;SPC NE       -   245,420.      743,760.      MT  (+/- 180 meters Scaled)
 NM1214
 NM1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM609523(NAD 83)
 NM1214
 NM1214                          SUPERSEDED SURVEY CONTROL
 NM1214
 NM1214  NGVD 29 (??/??/92)  429.532  (m)         1409.22   (f) ADJ UNCH    2 0
 NM1214
 NM1214.Superseded values are not recommended for survey control.
 NM1214
 NM1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1214.See file dsdata.pdf to determine how the superseded data were derived.
 NM1214
 NM1214_MARKER: R = RIVET
 NM1214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1214_SP_SET: PIER BASE
 NM1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1214
 NM1214  HISTORY     - Date     Condition        Report By
 NM1214  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1214  HISTORY     - 1935     GOOD             CGS
 NM1214
 NM1214                          STATION DESCRIPTION
 NM1214
 NM1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1214'AT PILGER.
 NM1214'AT PILGER, STANTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NM1214'RAILWAY, 490 FT W OF THE STATION, AT THE WATER TOWER, AND IN THE
 NM1214'TOP OF THE N END OF THE CONCRETE BASE OF THE LONG E CENTER PIER.
 NM1214'A STANDARD MONEL-METAL RIVET.  NOTE-- WATER TOWER HAS BEEN REMOVED
 NM1214'IN WHICH TABLET WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1089 ***********************************************************************
 MK1089  DESIGNATION -  RV 35
 MK1089  PID         -  MK1089
 MK1089  STATE/COUNTY-  NE/CUMING
 MK1089  COUNTRY     -  US
 MK1089  USGS QUAD   -  WISNER (2017)
 MK1089
 MK1089                         *CURRENT SURVEY CONTROL
 MK1089  ______________________________________________________________________
 MK1089* NAD 83(1986) POSITION- 41 59 10.     (N) 096 54 50.     (W)   SCALED
 MK1089* NAVD 88 ORTHO HEIGHT -   421.035 (meters)     1381.35  (feet) ADJUSTED
 MK1089  ______________________________________________________________________
 MK1089  GEOID HEIGHT    -        -25.083 (meters)                     GEOID18
 MK1089  DYNAMIC HEIGHT  -        420.878 (meters)     1380.83  (feet) COMP
 MK1089  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 MK1089
 MK1089  VERT ORDER      -  SECOND    CLASS 0
 MK1089
 MK1089.The horizontal coordinates were scaled from a map and have
 MK1089.an estimated accuracy of +/- 6 seconds.
 MK1089
 MK1089.The orthometric height was determined by differential leveling and
 MK1089.adjusted by the NATIONAL GEODETIC SURVEY
 MK1089.in June 1991.
 MK1089
 MK1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1089.GEOID18 height accuracy estimate available here.
 MK1089
 MK1089.Click photographs - Photos may exist for this station.
 MK1089
 MK1089.The dynamic height is computed by dividing the NAVD 88
 MK1089.geopotential number by the normal gravity value computed on the
 MK1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1089.degrees latitude (g = 980.6199 gals.).
 MK1089
 MK1089.The modeled gravity was interpolated from observed gravity values.
 MK1089
 MK1089;                    North         East    Units  Estimated Accuracy
 MK1089;SPC NE       -   243,580.      755,610.      MT  (+/- 180 meters Scaled)
 MK1089
 MK1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM728503(NAD 83)
 MK1089
 MK1089                          SUPERSEDED SURVEY CONTROL
 MK1089
 MK1089  NGVD 29 (??/??/92)  420.875  (m)         1380.82   (f) ADJ UNCH    2 0
 MK1089
 MK1089.Superseded values are not recommended for survey control.
 MK1089
 MK1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1089.See file dsdata.pdf to determine how the superseded data were derived.
 MK1089
 MK1089_MARKER: R = RIVET
 MK1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1089_SP_SET: CONCRETE FOUNDATION
 MK1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1089
 MK1089  HISTORY     - Date     Condition        Report By
 MK1089  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1089  HISTORY     - 1935     GOOD             CGS
 MK1089  HISTORY     - 1962     MARK NOT FOUND   CGS
 MK1089
 MK1089                          STATION DESCRIPTION
 MK1089
 MK1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1089'AT WISNER.
 MK1089'ON THE TRAIN ORDER SIGNAL FOUNDATION IN FRONT OF THE CHICAGO
 MK1089'AND NORTH WESTERN RAILROAD DEPOT.
 MK1089
 MK1089                          STATION RECOVERY (1962)
 MK1089
 MK1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MK1089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1086 ***********************************************************************
 MK1086  DESIGNATION -  RV 36
 MK1086  PID         -  MK1086
 MK1086  STATE/COUNTY-  NE/CUMING
 MK1086  COUNTRY     -  US
 MK1086  USGS QUAD   -  WISNER (2017)
 MK1086
 MK1086                         *CURRENT SURVEY CONTROL
 MK1086  ______________________________________________________________________
 MK1086* NAD 83(1986) POSITION- 41 58 13.     (N) 096 53 17.     (W)   SCALED
 MK1086* NAVD 88 ORTHO HEIGHT -   416.402 (meters)     1366.15  (feet) ADJUSTED
 MK1086  ______________________________________________________________________
 MK1086  GEOID HEIGHT    -        -25.142 (meters)                     GEOID18
 MK1086  DYNAMIC HEIGHT  -        416.246 (meters)     1365.63  (feet) COMP
 MK1086  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 MK1086
 MK1086  VERT ORDER      -  SECOND    CLASS 0
 MK1086
 MK1086.The horizontal coordinates were scaled from a map and have
 MK1086.an estimated accuracy of +/- 6 seconds.
 MK1086
 MK1086.The orthometric height was determined by differential leveling and
 MK1086.adjusted by the NATIONAL GEODETIC SURVEY
 MK1086.in June 1991.
 MK1086
 MK1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1086.GEOID18 height accuracy estimate available here.
 MK1086
 MK1086.Click photographs - Photos may exist for this station.
 MK1086
 MK1086.The dynamic height is computed by dividing the NAVD 88
 MK1086.geopotential number by the normal gravity value computed on the
 MK1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1086.degrees latitude (g = 980.6199 gals.).
 MK1086
 MK1086.The modeled gravity was interpolated from observed gravity values.
 MK1086
 MK1086;                    North         East    Units  Estimated Accuracy
 MK1086;SPC NE       -   241,900.      757,810.      MT  (+/- 180 meters Scaled)
 MK1086
 MK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM749486(NAD 83)
 MK1086
 MK1086                          SUPERSEDED SURVEY CONTROL
 MK1086
 MK1086  NGVD 29 (??/??/92)  416.244  (m)         1365.63   (f) ADJ UNCH    2 0
 MK1086
 MK1086.Superseded values are not recommended for survey control.
 MK1086
 MK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1086.See file dsdata.pdf to determine how the superseded data were derived.
 MK1086
 MK1086_MARKER: R = RIVET
 MK1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1086_SP_SET: BRIDGE
 MK1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1086
 MK1086  HISTORY     - Date     Condition        Report By
 MK1086  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1086  HISTORY     - 1935     GOOD             CGS
 MK1086
 MK1086                          STATION DESCRIPTION
 MK1086
 MK1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1086'1.8 MI SE FROM WISNER.
 MK1086'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN BEEMER
 MK1086'AND WISNER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 85.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1084 ***********************************************************************
 MK1084  DESIGNATION -  RV 37
 MK1084  PID         -  MK1084
 MK1084  STATE/COUNTY-  NE/CUMING
 MK1084  COUNTRY     -  US
 MK1084  USGS QUAD   -  BEEMER (2017)
 MK1084
 MK1084                         *CURRENT SURVEY CONTROL
 MK1084  ______________________________________________________________________
 MK1084* NAD 83(1986) POSITION- 41 56 51.     (N) 096 50 57.     (W)   SCALED
 MK1084* NAVD 88 ORTHO HEIGHT -   412.065 (meters)     1351.92  (feet) ADJUSTED
 MK1084  ______________________________________________________________________
 MK1084  GEOID HEIGHT    -        -25.217 (meters)                     GEOID18
 MK1084  DYNAMIC HEIGHT  -        411.910 (meters)     1351.41  (feet) COMP
 MK1084  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 MK1084
 MK1084  VERT ORDER      -  SECOND    CLASS 0
 MK1084
 MK1084.The horizontal coordinates were scaled from a map and have
 MK1084.an estimated accuracy of +/- 6 seconds.
 MK1084
 MK1084.The orthometric height was determined by differential leveling and
 MK1084.adjusted by the NATIONAL GEODETIC SURVEY
 MK1084.in June 1991.
 MK1084
 MK1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1084.GEOID18 height accuracy estimate available here.
 MK1084
 MK1084.Click photographs - Photos may exist for this station.
 MK1084
 MK1084.The dynamic height is computed by dividing the NAVD 88
 MK1084.geopotential number by the normal gravity value computed on the
 MK1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1084.degrees latitude (g = 980.6199 gals.).
 MK1084
 MK1084.The modeled gravity was interpolated from observed gravity values.
 MK1084
 MK1084;                    North         East    Units  Estimated Accuracy
 MK1084;SPC NE       -   239,490.      761,120.      MT  (+/- 180 meters Scaled)
 MK1084
 MK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM782461(NAD 83)
 MK1084
 MK1084                          SUPERSEDED SURVEY CONTROL
 MK1084
 MK1084  NGVD 29 (??/??/92)  411.909  (m)         1351.40   (f) ADJ UNCH    2 0
 MK1084
 MK1084.Superseded values are not recommended for survey control.
 MK1084
 MK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1084.See file dsdata.pdf to determine how the superseded data were derived.
 MK1084
 MK1084_MARKER: R = RIVET
 MK1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1084_SP_SET: BRIDGE
 MK1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1084
 MK1084  HISTORY     - Date     Condition        Report By
 MK1084  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1084  HISTORY     - 1935     GOOD             CGS
 MK1084
 MK1084                          STATION DESCRIPTION
 MK1084
 MK1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1084'2.4 MI NW FROM BEEMER.
 MK1084'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN BEEMER
 MK1084'AND WISNER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 80.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1081 ***********************************************************************
 MK1081  DESIGNATION -  RV 38
 MK1081  PID         -  MK1081
 MK1081  STATE/COUNTY-  NE/CUMING
 MK1081  COUNTRY     -  US
 MK1081  USGS QUAD   -  BEEMER (2017)
 MK1081
 MK1081                         *CURRENT SURVEY CONTROL
 MK1081  ______________________________________________________________________
 MK1081* NAD 83(1986) POSITION- 41 55 40.     (N) 096 48 43.     (W)   SCALED
 MK1081* NAVD 88 ORTHO HEIGHT -   409.155 (meters)     1342.37  (feet) ADJUSTED
 MK1081  ______________________________________________________________________
 MK1081  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 MK1081  DYNAMIC HEIGHT  -        409.001 (meters)     1341.86  (feet) COMP
 MK1081  MODELED GRAVITY -    980,233.8   (mgal)                       NAVD 88
 MK1081
 MK1081  VERT ORDER      -  SECOND    CLASS 0
 MK1081
 MK1081.The horizontal coordinates were scaled from a map and have
 MK1081.an estimated accuracy of +/- 6 seconds.
 MK1081
 MK1081.The orthometric height was determined by differential leveling and
 MK1081.adjusted by the NATIONAL GEODETIC SURVEY
 MK1081.in June 1991.
 MK1081
 MK1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1081.GEOID18 height accuracy estimate available here.
 MK1081
 MK1081.Click photographs - Photos may exist for this station.
 MK1081
 MK1081.The dynamic height is computed by dividing the NAVD 88
 MK1081.geopotential number by the normal gravity value computed on the
 MK1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1081.degrees latitude (g = 980.6199 gals.).
 MK1081
 MK1081.The modeled gravity was interpolated from observed gravity values.
 MK1081
 MK1081;                    North         East    Units  Estimated Accuracy
 MK1081;SPC NE       -   237,410.      764,290.      MT  (+/- 180 meters Scaled)
 MK1081
 MK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM814440(NAD 83)
 MK1081
 MK1081                          SUPERSEDED SURVEY CONTROL
 MK1081
 MK1081  NGVD 29 (??/??/92)  409.001  (m)         1341.86   (f) ADJ UNCH    2 0
 MK1081
 MK1081.Superseded values are not recommended for survey control.
 MK1081
 MK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1081.See file dsdata.pdf to determine how the superseded data were derived.
 MK1081
 MK1081_MARKER: R = RIVET
 MK1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1081_SP_SET: CONCRETE FOUNDATION
 MK1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1081
 MK1081  HISTORY     - Date     Condition        Report By
 MK1081  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1081  HISTORY     - 1935     GOOD             CGS
 MK1081  HISTORY     - 1954     GOOD             DOD
 MK1081
 MK1081                          STATION DESCRIPTION
 MK1081
 MK1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1081'AT BEEMER.
 MK1081'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1081'AND BEEMER, ON THE TRAIN ORDER SIGNAL FOUNDATION IN FRONT OF
 MK1081'THE BEEMER DEPOT.  2 FT SOUTH OF SOUTH WALL OF STATION.
 MK1081
 MK1081                          STATION RECOVERY (1954)
 MK1081
 MK1081'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 MK1081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1079 ***********************************************************************
 MK1079  DESIGNATION -  RV 39
 MK1079  PID         -  MK1079
 MK1079  STATE/COUNTY-  NE/CUMING
 MK1079  COUNTRY     -  US
 MK1079  USGS QUAD   -  BEEMER (2017)
 MK1079
 MK1079                         *CURRENT SURVEY CONTROL
 MK1079  ______________________________________________________________________
 MK1079* NAD 83(1986) POSITION- 41 53 34.     (N) 096 45 07.     (W)   SCALED
 MK1079* NAVD 88 ORTHO HEIGHT -   403.617 (meters)     1324.20  (feet) ADJUSTED
 MK1079  ______________________________________________________________________
 MK1079  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 MK1079  DYNAMIC HEIGHT  -        403.466 (meters)     1323.70  (feet) COMP
 MK1079  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 MK1079
 MK1079  VERT ORDER      -  SECOND    CLASS 0
 MK1079
 MK1079.The horizontal coordinates were scaled from a map and have
 MK1079.an estimated accuracy of +/- 6 seconds.
 MK1079
 MK1079.The orthometric height was determined by differential leveling and
 MK1079.adjusted by the NATIONAL GEODETIC SURVEY
 MK1079.in June 1991.
 MK1079
 MK1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1079.GEOID18 height accuracy estimate available here.
 MK1079
 MK1079.Click photographs - Photos may exist for this station.
 MK1079
 MK1079.The dynamic height is computed by dividing the NAVD 88
 MK1079.geopotential number by the normal gravity value computed on the
 MK1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1079.degrees latitude (g = 980.6199 gals.).
 MK1079
 MK1079.The modeled gravity was interpolated from observed gravity values.
 MK1079
 MK1079;                    North         East    Units  Estimated Accuracy
 MK1079;SPC NE       -   233,710.      769,410.      MT  (+/- 180 meters Scaled)
 MK1079
 MK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM864403(NAD 83)
 MK1079
 MK1079                          SUPERSEDED SURVEY CONTROL
 MK1079
 MK1079  NGVD 29 (??/??/92)  403.469  (m)         1323.71   (f) ADJ UNCH    2 0
 MK1079
 MK1079.Superseded values are not recommended for survey control.
 MK1079
 MK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1079.See file dsdata.pdf to determine how the superseded data were derived.
 MK1079
 MK1079_MARKER: R = RIVET
 MK1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1079_SP_SET: BRIDGE
 MK1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1079
 MK1079  HISTORY     - Date     Condition        Report By
 MK1079  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1079  HISTORY     - 1935     GOOD             CGS
 MK1079
 MK1079                          STATION DESCRIPTION
 MK1079
 MK1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1079'4.4 MI NW FROM WEST POINT.
 MK1079'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1079'AND BEEMER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 71.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0242 ***********************************************************************
 NN0242  DESIGNATION -  RV 4
 NN0242  PID         -  NN0242
 NN0242  STATE/COUNTY-  NE/HOLT
 NN0242  COUNTRY     -  US
 NN0242  USGS QUAD   -  INMAN (2017)
 NN0242
 NN0242                         *CURRENT SURVEY CONTROL
 NN0242  ______________________________________________________________________
 NN0242* NAD 83(1986) POSITION- 42 23 12.     (N) 098 32 01.     (W)   SCALED
 NN0242* NAVD 88 ORTHO HEIGHT -   588.340 (meters)     1930.25  (feet) ADJUSTED
 NN0242  ______________________________________________________________________
 NN0242  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 NN0242  DYNAMIC HEIGHT  -        588.115 (meters)     1929.51  (feet) COMP
 NN0242  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 NN0242
 NN0242  VERT ORDER      -  SECOND    CLASS 0
 NN0242
 NN0242.The horizontal coordinates were scaled from a map and have
 NN0242.an estimated accuracy of +/- 6 seconds.
 NN0242
 NN0242.The orthometric height was determined by differential leveling and
 NN0242.adjusted by the NATIONAL GEODETIC SURVEY
 NN0242.in June 1991.
 NN0242
 NN0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0242.GEOID18 height accuracy estimate available here.
 NN0242
 NN0242.Click photographs - Photos may exist for this station.
 NN0242
 NN0242.The dynamic height is computed by dividing the NAVD 88
 NN0242.geopotential number by the normal gravity value computed on the
 NN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0242.degrees latitude (g = 980.6199 gals.).
 NN0242
 NN0242.The modeled gravity was interpolated from observed gravity values.
 NN0242
 NN0242;                    North         East    Units  Estimated Accuracy
 NN0242;SPC NE       -   284,520.      620,720.      MT  (+/- 180 meters Scaled)
 NN0242
 NN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM383928(NAD 83)
 NN0242
 NN0242                          SUPERSEDED SURVEY CONTROL
 NN0242
 NN0242  NGVD 29 (??/??/92)  588.138  (m)         1929.58   (f) ADJ UNCH    2 0
 NN0242
 NN0242.Superseded values are not recommended for survey control.
 NN0242
 NN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0242.See file dsdata.pdf to determine how the superseded data were derived.
 NN0242
 NN0242_MARKER: R = RIVET
 NN0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0242_SP_SET: WALL
 NN0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0242
 NN0242  HISTORY     - Date     Condition        Report By
 NN0242  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0242  HISTORY     - 1935     GOOD             CGS
 NN0242
 NN0242                          STATION DESCRIPTION
 NN0242
 NN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0242'0.2 MI NW FROM INMAN.
 NN0242'0.2 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0242'FROM THE STATION AT INMAN, HOLT COUNTY, AT BRIDGE 281-6/7, ON
 NN0242'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0242'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1077 ***********************************************************************
 MK1077  DESIGNATION -  RV 40
 MK1077  PID         -  MK1077
 MK1077  STATE/COUNTY-  NE/CUMING
 MK1077  COUNTRY     -  US
 MK1077  USGS QUAD   -  WEST POINT NW (2017)
 MK1077
 MK1077                         *CURRENT SURVEY CONTROL
 MK1077  ______________________________________________________________________
 MK1077* NAD 83(1986) POSITION- 41 52 31.     (N) 096 43 44.     (W)   SCALED
 MK1077* NAVD 88 ORTHO HEIGHT -   400.652 (meters)     1314.47  (feet) ADJUSTED
 MK1077  ______________________________________________________________________
 MK1077  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 MK1077  DYNAMIC HEIGHT  -        400.504 (meters)     1313.99  (feet) COMP
 MK1077  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 MK1077
 MK1077  VERT ORDER      -  SECOND    CLASS 0
 MK1077
 MK1077.The horizontal coordinates were scaled from a map and have
 MK1077.an estimated accuracy of +/- 6 seconds.
 MK1077
 MK1077.The orthometric height was determined by differential leveling and
 MK1077.adjusted by the NATIONAL GEODETIC SURVEY
 MK1077.in June 1991.
 MK1077
 MK1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1077.GEOID18 height accuracy estimate available here.
 MK1077
 MK1077.Click photographs - Photos may exist for this station.
 MK1077
 MK1077.The dynamic height is computed by dividing the NAVD 88
 MK1077.geopotential number by the normal gravity value computed on the
 MK1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1077.degrees latitude (g = 980.6199 gals.).
 MK1077
 MK1077.The modeled gravity was interpolated from observed gravity values.
 MK1077
 MK1077;                    North         East    Units  Estimated Accuracy
 MK1077;SPC NE       -   231,840.      771,390.      MT  (+/- 180 meters Scaled)
 MK1077
 MK1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM884384(NAD 83)
 MK1077
 MK1077                          SUPERSEDED SURVEY CONTROL
 MK1077
 MK1077  NGVD 29 (??/??/92)  400.508  (m)         1314.00   (f) ADJ UNCH    2 0
 MK1077
 MK1077.Superseded values are not recommended for survey control.
 MK1077
 MK1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1077.See file dsdata.pdf to determine how the superseded data were derived.
 MK1077
 MK1077_MARKER: R = RIVET
 MK1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1077_SP_SET: BRIDGE
 MK1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1077
 MK1077  HISTORY     - Date     Condition        Report By
 MK1077  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1077  HISTORY     - 1935     GOOD             CGS
 MK1077
 MK1077                          STATION DESCRIPTION
 MK1077
 MK1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1077'2.8 MI NW FROM WEST POINT.
 MK1077'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1077'AND BEEMER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 69.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1075 ***********************************************************************
 MK1075  DESIGNATION -  RV 41
 MK1075  PID         -  MK1075
 MK1075  STATE/COUNTY-  NE/CUMING
 MK1075  COUNTRY     -  US
 MK1075  USGS QUAD   -  WEST POINT (2017)
 MK1075
 MK1075                         *CURRENT SURVEY CONTROL
 MK1075  ______________________________________________________________________
 MK1075* NAD 83(1986) POSITION- 41 50 18.     (N) 096 42 49.     (W)   SCALED
 MK1075* NAVD 88 ORTHO HEIGHT -   399.475 (meters)     1310.61  (feet) ADJUSTED
 MK1075  ______________________________________________________________________
 MK1075  GEOID HEIGHT    -        -25.440 (meters)                     GEOID18
 MK1075  DYNAMIC HEIGHT  -        399.329 (meters)     1310.13  (feet) COMP
 MK1075  MODELED GRAVITY -    980,245.3   (mgal)                       NAVD 88
 MK1075
 MK1075  VERT ORDER      -  SECOND    CLASS 0
 MK1075
 MK1075.The horizontal coordinates were scaled from a map and have
 MK1075.an estimated accuracy of +/- 6 seconds.
 MK1075
 MK1075.The orthometric height was determined by differential leveling and
 MK1075.adjusted by the NATIONAL GEODETIC SURVEY
 MK1075.in June 1991.
 MK1075
 MK1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1075.GEOID18 height accuracy estimate available here.
 MK1075
 MK1075.Click photographs - Photos may exist for this station.
 MK1075
 MK1075.The dynamic height is computed by dividing the NAVD 88
 MK1075.geopotential number by the normal gravity value computed on the
 MK1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1075.degrees latitude (g = 980.6199 gals.).
 MK1075
 MK1075.The modeled gravity was interpolated from observed gravity values.
 MK1075
 MK1075;                    North         East    Units  Estimated Accuracy
 MK1075;SPC NE       -   227,790.      772,810.      MT  (+/- 180 meters Scaled)
 MK1075
 MK1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM898343(NAD 83)
 MK1075
 MK1075                          SUPERSEDED SURVEY CONTROL
 MK1075
 MK1075  NGVD 29 (??/??/92)  399.334  (m)         1310.15   (f) ADJ UNCH    2 0
 MK1075
 MK1075.Superseded values are not recommended for survey control.
 MK1075
 MK1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1075.See file dsdata.pdf to determine how the superseded data were derived.
 MK1075
 MK1075_MARKER: R = RIVET
 MK1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1075_SP_SET: CATCH BASIN
 MK1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1075
 MK1075  HISTORY     - Date     Condition        Report By
 MK1075  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1075  HISTORY     - 1935     GOOD             CGS
 MK1075  HISTORY     - 1972     GOOD             NGS
 MK1075
 MK1075                          STATION DESCRIPTION
 MK1075
 MK1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1075'AT WEST POINT.
 MK1075'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD, 0.1 MILE NORTH
 MK1075'OF THE WEST POINT DEPOT, ON THE SOUTH SIDE OF CONCRETE CATCH
 MK1075'BASIN, WEST OF THE TRACK, ON RAILROAD BRIDGE NO. 63 2/3.
 MK1075
 MK1075                          STATION RECOVERY (1972)
 MK1075
 MK1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MK1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0182 ***********************************************************************
 NN0182  DESIGNATION -  RV 42
 NN0182  PID         -  NN0182
 NN0182  STATE/COUNTY-  NE/ANTELOPE
 NN0182  COUNTRY     -  US
 NN0182  USGS QUAD   -  NELIGH SE (2017)
 NN0182
 NN0182                         *CURRENT SURVEY CONTROL
 NN0182  ______________________________________________________________________
 NN0182* NAD 83(1986) POSITION- 42 01 39.     (N) 098 04 38.     (W)   SCALED
 NN0182* NAVD 88 ORTHO HEIGHT -   572.350 (meters)     1877.79  (feet) ADJUSTED
 NN0182  ______________________________________________________________________
 NN0182  GEOID HEIGHT    -        -24.528 (meters)                     GEOID18
 NN0182  DYNAMIC HEIGHT  -        572.113 (meters)     1877.01  (feet) COMP
 NN0182  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 NN0182
 NN0182  VERT ORDER      -  SECOND    CLASS 0
 NN0182
 NN0182.The horizontal coordinates were scaled from a map and have
 NN0182.an estimated accuracy of +/- 6 seconds.
 NN0182
 NN0182.The orthometric height was determined by differential leveling and
 NN0182.adjusted by the NATIONAL GEODETIC SURVEY
 NN0182.in June 1991.
 NN0182
 NN0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0182.GEOID18 height accuracy estimate available here.
 NN0182
 NN0182.Click photographs - Photos may exist for this station.
 NN0182
 NN0182.The dynamic height is computed by dividing the NAVD 88
 NN0182.geopotential number by the normal gravity value computed on the
 NN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0182.degrees latitude (g = 980.6199 gals.).
 NN0182
 NN0182.The modeled gravity was interpolated from observed gravity values.
 NN0182
 NN0182;                    North         East    Units  Estimated Accuracy
 NN0182;SPC NE       -   245,380.      659,170.      MT  (+/- 180 meters Scaled)
 NN0182
 NN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM763532(NAD 83)
 NN0182
 NN0182                          SUPERSEDED SURVEY CONTROL
 NN0182
 NN0182  NGVD 29 (??/??/92)  572.127  (m)         1877.05   (f) ADJ UNCH    2 0
 NN0182
 NN0182.Superseded values are not recommended for survey control.
 NN0182
 NN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0182.See file dsdata.pdf to determine how the superseded data were derived.
 NN0182
 NN0182_MARKER: R = RIVET
 NN0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0182_SP_SET: BRIDGE
 NN0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0182
 NN0182  HISTORY     - Date     Condition        Report By
 NN0182  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0182  HISTORY     - 1935     GOOD             CGS
 NN0182  HISTORY     - 1959     GOOD             CGS
 NN0182
 NN0182                          STATION DESCRIPTION
 NN0182
 NN0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0182'3.2 MI NE FROM ELGIN.
 NN0182'ABOUT 3.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NN0182'RAILWAY FROM THE STATION AT ELGIN, ANTELOPE COUNTY, IN THE
 NN0182'TOP OF THE NORTHEAST HEAD WALL OF BRIDGE D-236, AND AT THE
 NN0182'NORTHWEST SIDE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 NN0182
 NN0182                          STATION RECOVERY (1959)
 NN0182
 NN0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NN0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0002 ***********************************************************************
 ML0002  DESIGNATION -  RV 43
 ML0002  PID         -  ML0002
 ML0002  STATE/COUNTY-  NE/ANTELOPE
 ML0002  COUNTRY     -  US
 ML0002  USGS QUAD   -  ELGIN (2017)
 ML0002
 ML0002                         *CURRENT SURVEY CONTROL
 ML0002  ______________________________________________________________________
 ML0002* NAD 83(1986) POSITION- 41 59 59.     (N) 098 05 25.     (W)   SCALED
 ML0002* NAVD 88 ORTHO HEIGHT -   583.034 (meters)     1912.84  (feet) ADJUSTED
 ML0002  ______________________________________________________________________
 ML0002  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 ML0002  DYNAMIC HEIGHT  -        582.788 (meters)     1912.03  (feet) COMP
 ML0002  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 ML0002
 ML0002  VERT ORDER      -  SECOND    CLASS 0
 ML0002
 ML0002.The horizontal coordinates were scaled from a map and have
 ML0002.an estimated accuracy of +/- 6 seconds.
 ML0002
 ML0002.The orthometric height was determined by differential leveling and
 ML0002.adjusted by the NATIONAL GEODETIC SURVEY
 ML0002.in June 1991.
 ML0002
 ML0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0002.GEOID18 height accuracy estimate available here.
 ML0002
 ML0002.Click photographs - Photos may exist for this station.
 ML0002
 ML0002.The dynamic height is computed by dividing the NAVD 88
 ML0002.geopotential number by the normal gravity value computed on the
 ML0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0002.degrees latitude (g = 980.6199 gals.).
 ML0002
 ML0002.The modeled gravity was interpolated from observed gravity values.
 ML0002
 ML0002;                    North         East    Units  Estimated Accuracy
 ML0002;SPC NE       -   242,270.      658,160.      MT  (+/- 180 meters Scaled)
 ML0002
 ML0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM753501(NAD 83)
 ML0002
 ML0002                          SUPERSEDED SURVEY CONTROL
 ML0002
 ML0002  NGVD 29 (??/??/92)  582.800  (m)         1912.07   (f) ADJ UNCH    2 0
 ML0002
 ML0002.Superseded values are not recommended for survey control.
 ML0002
 ML0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0002.See file dsdata.pdf to determine how the superseded data were derived.
 ML0002
 ML0002_MARKER: R = RIVET
 ML0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0002_SP_SET: BRIDGE
 ML0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0002
 ML0002  HISTORY     - Date     Condition        Report By
 ML0002  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0002  HISTORY     - 1935     GOOD             CGS
 ML0002  HISTORY     - 1963     MARK NOT FOUND   USGS
 ML0002
 ML0002                          STATION DESCRIPTION
 ML0002
 ML0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0002'1.1 MI NE FROM ELGIN.
 ML0002'1.1 MILES NORTHEAST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND
 ML0002'NORTH WESTERN RAILWAY BETWEEN OAKDALE AND ELGIN, IN BRIDGE NO.
 ML0002'D-234, ON THE SOUTHEAST SIDE OF TRACK, IN THE SOUTHEAST HEADWALL.
 ML0002
 ML0002                          STATION RECOVERY (1963)
 ML0002
 ML0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ML0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0022 ***********************************************************************
 ML0022  DESIGNATION -  RV 44
 ML0022  PID         -  ML0022
 ML0022  STATE/COUNTY-  NE/BOONE
 ML0022  COUNTRY     -  US
 ML0022  USGS QUAD   -  ELGIN (2017)
 ML0022
 ML0022                         *CURRENT SURVEY CONTROL
 ML0022  ______________________________________________________________________
 ML0022* NAD 83(1986) POSITION- 41 54 02.     (N) 098 03 57.     (W)   SCALED
 ML0022* NAVD 88 ORTHO HEIGHT -   592.134 (meters)     1942.69  (feet) ADJUSTED
 ML0022  ______________________________________________________________________
 ML0022  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0022  DYNAMIC HEIGHT  -        591.876 (meters)     1941.85  (feet) COMP
 ML0022  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 ML0022
 ML0022  VERT ORDER      -  SECOND    CLASS 0
 ML0022
 ML0022.The horizontal coordinates were scaled from a map and have
 ML0022.an estimated accuracy of +/- 6 seconds.
 ML0022
 ML0022.The orthometric height was determined by differential leveling and
 ML0022.adjusted by the NATIONAL GEODETIC SURVEY
 ML0022.in June 1991.
 ML0022
 ML0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0022.GEOID18 height accuracy estimate available here.
 ML0022
 ML0022.Click photographs - Photos may exist for this station.
 ML0022
 ML0022.The dynamic height is computed by dividing the NAVD 88
 ML0022.geopotential number by the normal gravity value computed on the
 ML0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0022.degrees latitude (g = 980.6199 gals.).
 ML0022
 ML0022.The modeled gravity was interpolated from observed gravity values.
 ML0022
 ML0022;                    North         East    Units  Estimated Accuracy
 ML0022;SPC NE       -   231,310.      660,430.      MT  (+/- 180 meters Scaled)
 ML0022
 ML0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM774391(NAD 83)
 ML0022
 ML0022                          SUPERSEDED SURVEY CONTROL
 ML0022
 ML0022  NGVD 29 (??/??/92)  591.899  (m)         1941.92   (f) ADJ UNCH    2 0
 ML0022
 ML0022.Superseded values are not recommended for survey control.
 ML0022
 ML0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0022.See file dsdata.pdf to determine how the superseded data were derived.
 ML0022
 ML0022_MARKER: R = RIVET
 ML0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0022_SP_SET: CULVERT
 ML0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0022
 ML0022  HISTORY     - Date     Condition        Report By
 ML0022  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0022  HISTORY     - 1939     GOOD             CGS
 ML0022
 ML0022                          STATION DESCRIPTION
 ML0022
 ML0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0022'0.5 MI N FROM RAEVILLE.
 ML0022'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ML0022'THE STATION AT RAEVILLE, BOONE COUNTY, AT CULVERT D 221-1/3,
 ML0022'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD
 ML0022'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0030 ***********************************************************************
 ML0030  DESIGNATION -  RV 46
 ML0030  PID         -  ML0030
 ML0030  STATE/COUNTY-  NE/BOONE
 ML0030  COUNTRY     -  US
 ML0030  USGS QUAD   -  PETERSBURG (2017)
 ML0030
 ML0030                         *CURRENT SURVEY CONTROL
 ML0030  ______________________________________________________________________
 ML0030* NAD 83(1986) POSITION- 41 48 47.     (N) 098 05 53.     (W)   SCALED
 ML0030* NAVD 88 ORTHO HEIGHT -   561.255 (meters)     1841.38  (feet) ADJUSTED
 ML0030  ______________________________________________________________________
 ML0030  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0030  DYNAMIC HEIGHT  -        561.005 (meters)     1840.56  (feet) COMP
 ML0030  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 ML0030
 ML0030  VERT ORDER      -  SECOND    CLASS 0
 ML0030
 ML0030.The horizontal coordinates were scaled from a map and have
 ML0030.an estimated accuracy of +/- 6 seconds.
 ML0030
 ML0030.The orthometric height was determined by differential leveling and
 ML0030.adjusted by the NATIONAL GEODETIC SURVEY
 ML0030.in June 1991.
 ML0030
 ML0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0030.GEOID18 height accuracy estimate available here.
 ML0030
 ML0030.Click photographs - Photos may exist for this station.
 ML0030
 ML0030.The dynamic height is computed by dividing the NAVD 88
 ML0030.geopotential number by the normal gravity value computed on the
 ML0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0030.degrees latitude (g = 980.6199 gals.).
 ML0030
 ML0030.The modeled gravity was interpolated from observed gravity values.
 ML0030
 ML0030;                    North         East    Units  Estimated Accuracy
 ML0030;SPC NE       -   221,540.      657,970.      MT  (+/- 180 meters Scaled)
 ML0030
 ML0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM749294(NAD 83)
 ML0030
 ML0030                          SUPERSEDED SURVEY CONTROL
 ML0030
 ML0030  NGVD 29 (??/??/92)  561.026  (m)         1840.63   (f) ADJ UNCH    2 0
 ML0030
 ML0030.Superseded values are not recommended for survey control.
 ML0030
 ML0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0030.See file dsdata.pdf to determine how the superseded data were derived.
 ML0030
 ML0030_MARKER: R = RIVET
 ML0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0030_SP_SET: CULVERT
 ML0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0030
 ML0030  HISTORY     - Date     Condition        Report By
 ML0030  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0030  HISTORY     - 1935     GOOD             CGS
 ML0030  HISTORY     - 1939     GOOD             CGS
 ML0030
 ML0030                          STATION DESCRIPTION
 ML0030
 ML0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0030'2.8 MI S FROM PETERSBURG.
 ML0030'2.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0030'FROM THE STATION AT PETERSBURG, BOONE COUNTY, AT STONE CULVERT
 ML0030'D 207-1/2, IN THE TOP OF THE SOUTH CONCRETE HEADWALL, 12 FEET
 ML0030'WEST OF THE CENTER LINE OF THE TRACK, AND 3 FEET LOWER THAN
 ML0030'THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 ML0030
 ML0030                          STATION RECOVERY (1939)
 ML0030
 ML0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0032 ***********************************************************************
 ML0032  DESIGNATION -  RV 47
 ML0032  PID         -  ML0032
 ML0032  STATE/COUNTY-  NE/BOONE
 ML0032  COUNTRY     -  US
 ML0032  USGS QUAD   -  PETERSBURG (2017)
 ML0032
 ML0032                         *CURRENT SURVEY CONTROL
 ML0032  ______________________________________________________________________
 ML0032* NAD 83(1986) POSITION- 41 48 19.     (N) 098 05 50.     (W)   SCALED
 ML0032* NAVD 88 ORTHO HEIGHT -   559.478 (meters)     1835.55  (feet) ADJUSTED
 ML0032  ______________________________________________________________________
 ML0032  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0032  DYNAMIC HEIGHT  -        559.228 (meters)     1834.73  (feet) COMP
 ML0032  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 ML0032
 ML0032  VERT ORDER      -  SECOND    CLASS 0
 ML0032
 ML0032.The horizontal coordinates were scaled from a map and have
 ML0032.an estimated accuracy of +/- 6 seconds.
 ML0032
 ML0032.The orthometric height was determined by differential leveling and
 ML0032.adjusted by the NATIONAL GEODETIC SURVEY
 ML0032.in June 1991.
 ML0032
 ML0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0032.GEOID18 height accuracy estimate available here.
 ML0032
 ML0032.Click photographs - Photos may exist for this station.
 ML0032
 ML0032.The dynamic height is computed by dividing the NAVD 88
 ML0032.geopotential number by the normal gravity value computed on the
 ML0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0032.degrees latitude (g = 980.6199 gals.).
 ML0032
 ML0032.The modeled gravity was interpolated from observed gravity values.
 ML0032
 ML0032;                    North         East    Units  Estimated Accuracy
 ML0032;SPC NE       -   220,680.      658,060.      MT  (+/- 180 meters Scaled)
 ML0032
 ML0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM749285(NAD 83)
 ML0032
 ML0032                          SUPERSEDED SURVEY CONTROL
 ML0032
 ML0032  NGVD 29 (??/??/92)  559.247  (m)         1834.80   (f) ADJ UNCH    2 0
 ML0032
 ML0032.Superseded values are not recommended for survey control.
 ML0032
 ML0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0032.See file dsdata.pdf to determine how the superseded data were derived.
 ML0032
 ML0032_MARKER: R = RIVET
 ML0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0032_SP_SET: CULVERT
 ML0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0032
 ML0032  HISTORY     - Date     Condition        Report By
 ML0032  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0032  HISTORY     - 1935     GOOD             CGS
 ML0032  HISTORY     - 1939     GOOD             CGS
 ML0032
 ML0032                          STATION DESCRIPTION
 ML0032
 ML0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0032'3 MI N FROM LORETTO.
 ML0032'3.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0032'FROM THE STATION AT LORETTO, BOONE COUNTY, AT STONE-BLOCK
 ML0032'CULVERT D 205, AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.
 ML0032'A STANDARD MONEL-METAL RIVET.
 ML0032
 ML0032                          STATION RECOVERY (1939)
 ML0032
 ML0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1622 ***********************************************************************
 MK1622  DESIGNATION -  RV 49
 MK1622  PID         -  MK1622
 MK1622  STATE/COUNTY-  NE/BOONE
 MK1622  COUNTRY     -  US
 MK1622  USGS QUAD   -  ALBION EAST (2017)
 MK1622
 MK1622                         *CURRENT SURVEY CONTROL
 MK1622  ______________________________________________________________________
 MK1622* NAD 83(1986) POSITION- 41 40 30.     (N) 097 56 47.     (W)   SCALED
 MK1622* NAVD 88 ORTHO HEIGHT -   533.285 (meters)     1749.62  (feet) ADJUSTED
 MK1622  ______________________________________________________________________
 MK1622  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 MK1622  DYNAMIC HEIGHT  -        533.055 (meters)     1748.86  (feet) COMP
 MK1622  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 MK1622
 MK1622  VERT ORDER      -  SECOND    CLASS 0
 MK1622
 MK1622.The horizontal coordinates were scaled from a map and have
 MK1622.an estimated accuracy of +/- 6 seconds.
 MK1622
 MK1622.The orthometric height was determined by differential leveling and
 MK1622.adjusted by the NATIONAL GEODETIC SURVEY
 MK1622.in June 1991.
 MK1622
 MK1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1622.GEOID18 height accuracy estimate available here.
 MK1622
 MK1622.Click photographs - Photos may exist for this station.
 MK1622
 MK1622.The dynamic height is computed by dividing the NAVD 88
 MK1622.geopotential number by the normal gravity value computed on the
 MK1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1622.degrees latitude (g = 980.6199 gals.).
 MK1622
 MK1622.The modeled gravity was interpolated from observed gravity values.
 MK1622
 MK1622;                    North         East    Units  Estimated Accuracy
 MK1622;SPC NE       -   206,500.      670,930.      MT  (+/- 180 meters Scaled)
 MK1622
 MK1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM877142(NAD 83)
 MK1622
 MK1622                          SUPERSEDED SURVEY CONTROL
 MK1622
 MK1622  NGVD 29 (??/??/92)  533.076  (m)         1748.93   (f) ADJ UNCH    2 0
 MK1622
 MK1622.Superseded values are not recommended for survey control.
 MK1622
 MK1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1622.See file dsdata.pdf to determine how the superseded data were derived.
 MK1622
 MK1622_MARKER: R = RIVET
 MK1622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1622_SP_SET: CULVERT
 MK1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1622+STABILITY: SURFACE MOTION
 MK1622
 MK1622  HISTORY     - Date     Condition        Report By
 MK1622  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1622  HISTORY     - 1939     GOOD             CGS
 MK1622
 MK1622                          STATION DESCRIPTION
 MK1622
 MK1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MK1622'3.5 MI SE FROM ALBION.
 MK1622'3.5 MILES SOUTHEAST OF DEPOT.  ON STONE BLOCK CULVERT NO. D-180.
 MK1622'15 FEET EAST OF THE CENTERLINE OF THE TRACK.  2 FEET BELOW
 MK1622'TOP OF RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0114 ***********************************************************************
 NN0114  DESIGNATION -  RV 5
 NN0114  PID         -  NN0114
 NN0114  STATE/COUNTY-  NE/HOLT
 NN0114  COUNTRY     -  US
 NN0114  USGS QUAD   -  EWING SW (2017)
 NN0114
 NN0114                         *CURRENT SURVEY CONTROL
 NN0114  ______________________________________________________________________
 NN0114* NAD 83(1986) POSITION- 42 21 26.     (N) 098 29 25.     (W)   SCALED
 NN0114* NAVD 88 ORTHO HEIGHT -   581.682 (meters)     1908.40  (feet) ADJUSTED
 NN0114  ______________________________________________________________________
 NN0114  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 NN0114  DYNAMIC HEIGHT  -        581.454 (meters)     1907.65  (feet) COMP
 NN0114  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 NN0114
 NN0114  VERT ORDER      -  SECOND    CLASS 0
 NN0114
 NN0114.The horizontal coordinates were scaled from a map and have
 NN0114.an estimated accuracy of +/- 6 seconds.
 NN0114
 NN0114.The orthometric height was determined by differential leveling and
 NN0114.adjusted by the NATIONAL GEODETIC SURVEY
 NN0114.in June 1991.
 NN0114
 NN0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0114.GEOID18 height accuracy estimate available here.
 NN0114
 NN0114.Click photographs - Photos may exist for this station.
 NN0114
 NN0114.The dynamic height is computed by dividing the NAVD 88
 NN0114.geopotential number by the normal gravity value computed on the
 NN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0114.degrees latitude (g = 980.6199 gals.).
 NN0114
 NN0114.The modeled gravity was interpolated from observed gravity values.
 NN0114
 NN0114;                    North         East    Units  Estimated Accuracy
 NN0114;SPC NE       -   281,310.      624,350.      MT  (+/- 180 meters Scaled)
 NN0114
 NN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM419895(NAD 83)
 NN0114
 NN0114                          SUPERSEDED SURVEY CONTROL
 NN0114
 NN0114  NGVD 29 (??/??/92)  581.474  (m)         1907.72   (f) ADJ UNCH    2 0
 NN0114
 NN0114.Superseded values are not recommended for survey control.
 NN0114
 NN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0114.See file dsdata.pdf to determine how the superseded data were derived.
 NN0114
 NN0114_MARKER: R = RIVET
 NN0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0114_SP_SET: WALL
 NN0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0114
 NN0114  HISTORY     - Date     Condition        Report By
 NN0114  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0114  HISTORY     - 1935     GOOD             CGS
 NN0114
 NN0114                          STATION DESCRIPTION
 NN0114
 NN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0114'2.7 MI SE FROM INMAN.
 NN0114'2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0114'FROM THE STATION AT INMAN, HOLT COUNTY, AT BRIDGE 278-1/2, ON
 NN0114'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0114'BENCH MARK.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1626 ***********************************************************************
 MK1626  DESIGNATION -  RV 50
 MK1626  PID         -  MK1626
 MK1626  STATE/COUNTY-  NE/BOONE
 MK1626  COUNTRY     -  US
 MK1626  USGS QUAD   -  ALBION EAST (2017)
 MK1626
 MK1626                         *CURRENT SURVEY CONTROL
 MK1626  ______________________________________________________________________
 MK1626* NAD 83(1986) POSITION- 41 43 29.     (N) 097 54 09.     (W)   SCALED
 MK1626* NAVD 88 ORTHO HEIGHT -   555.227 (meters)     1821.61  (feet) ADJUSTED
 MK1626  ______________________________________________________________________
 MK1626  GEOID HEIGHT    -        -24.377 (meters)                     GEOID18
 MK1626  DYNAMIC HEIGHT  -        554.992 (meters)     1820.84  (feet) COMP
 MK1626  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 MK1626
 MK1626  VERT ORDER      -  SECOND    CLASS 0
 MK1626
 MK1626.The horizontal coordinates were scaled from a map and have
 MK1626.an estimated accuracy of +/- 6 seconds.
 MK1626
 MK1626.The orthometric height was determined by differential leveling and
 MK1626.adjusted by the NATIONAL GEODETIC SURVEY
 MK1626.in June 1991.
 MK1626
 MK1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1626.GEOID18 height accuracy estimate available here.
 MK1626
 MK1626.Click photographs - Photos may exist for this station.
 MK1626
 MK1626.The dynamic height is computed by dividing the NAVD 88
 MK1626.geopotential number by the normal gravity value computed on the
 MK1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1626.degrees latitude (g = 980.6199 gals.).
 MK1626
 MK1626.The modeled gravity was interpolated from observed gravity values.
 MK1626
 MK1626;                    North         East    Units  Estimated Accuracy
 MK1626;SPC NE       -   212,110.      674,450.      MT  (+/- 180 meters Scaled)
 MK1626
 MK1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM912197(NAD 83)
 MK1626
 MK1626                          SUPERSEDED SURVEY CONTROL
 MK1626
 MK1626  NGVD 29 (??/??/92)  555.019  (m)         1820.92   (f) ADJ UNCH    2 0
 MK1626
 MK1626.Superseded values are not recommended for survey control.
 MK1626
 MK1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1626.See file dsdata.pdf to determine how the superseded data were derived.
 MK1626
 MK1626_MARKER: R = RIVET
 MK1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1626_SP_SET: WALL
 MK1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1626
 MK1626  HISTORY     - Date     Condition        Report By
 MK1626  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1626  HISTORY     - 1935     GOOD             CGS
 MK1626
 MK1626                          STATION DESCRIPTION
 MK1626
 MK1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1626'2.3 MI NE FROM BRADISH.
 MK1626'2.3 MILES NORTHEAST OF BRADISH ON BRIDGE NO. D-169, ON TOP OF
 MK1626'BACK WALL, WEST ABUTMENT, ON THE NORTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1629 ***********************************************************************
 MK1629  DESIGNATION -  RV 51
 MK1629  PID         -  MK1629
 MK1629  STATE/COUNTY-  NE/PLATTE
 MK1629  COUNTRY     -  US
 MK1629  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1629
 MK1629                         *CURRENT SURVEY CONTROL
 MK1629  ______________________________________________________________________
 MK1629* NAD 83(1986) POSITION- 41 44 29.     (N) 097 48 50.     (W)   SCALED
 MK1629* NAVD 88 ORTHO HEIGHT -   537.700 (meters)     1764.10  (feet) ADJUSTED
 MK1629  ______________________________________________________________________
 MK1629  GEOID HEIGHT    -        -24.398 (meters)                     GEOID18
 MK1629  DYNAMIC HEIGHT  -        537.479 (meters)     1763.38  (feet) COMP
 MK1629  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 MK1629
 MK1629  VERT ORDER      -  SECOND    CLASS 0
 MK1629
 MK1629.The horizontal coordinates were scaled from a map and have
 MK1629.an estimated accuracy of +/- 6 seconds.
 MK1629
 MK1629.The orthometric height was determined by differential leveling and
 MK1629.adjusted by the NATIONAL GEODETIC SURVEY
 MK1629.in June 1991.
 MK1629
 MK1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1629.GEOID18 height accuracy estimate available here.
 MK1629
 MK1629.Click photographs - Photos may exist for this station.
 MK1629
 MK1629.The dynamic height is computed by dividing the NAVD 88
 MK1629.geopotential number by the normal gravity value computed on the
 MK1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1629.degrees latitude (g = 980.6199 gals.).
 MK1629
 MK1629.The modeled gravity was interpolated from observed gravity values.
 MK1629
 MK1629;                    North         East    Units  Estimated Accuracy
 MK1629;SPC NE       -   214,140.      681,770.      MT  (+/- 180 meters Scaled)
 MK1629
 MK1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM986217(NAD 83)
 MK1629
 MK1629                          SUPERSEDED SURVEY CONTROL
 MK1629
 MK1629  NGVD 29 (??/??/92)  537.504  (m)         1763.46   (f) ADJ UNCH    2 0
 MK1629
 MK1629.Superseded values are not recommended for survey control.
 MK1629
 MK1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1629.See file dsdata.pdf to determine how the superseded data were derived.
 MK1629
 MK1629_MARKER: R = RIVET
 MK1629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1629_SP_SET: BRIDGE
 MK1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1629
 MK1629  HISTORY     - Date     Condition        Report By
 MK1629  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1629  HISTORY     - 1935     GOOD             CGS
 MK1629  HISTORY     - 1950     GOOD             CGS
 MK1629  HISTORY     - 20221219 MARK NOT FOUND   NEPPD
 MK1629
 MK1629                          STATION DESCRIPTION
 MK1629
 MK1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1629'2 MI SW FROM NEWMAN GROVE.
 MK1629'2.0 MILES WEST OF NEWMAN GROVE.  ON BRIDGE NO. D-156, ON THE
 MK1629'MASONRY HEADWALL, ON THE SOUTH SIDE OF TRACK.
 MK1629
 MK1629                          STATION RECOVERY (1950)
 MK1629
 MK1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1629'RECOVERED IN GOOD CONDITION.
 MK1629
 MK1629                          STATION RECOVERY (2022)
 MK1629
 MK1629'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1629'HOG BARN CONSTRUCTION AND A LOT OF DIRK WORK HAS OCCURRED IN THIS
 MK1629'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1639 ***********************************************************************
 MK1639  DESIGNATION -  RV 53
 MK1639  PID         -  MK1639
 MK1639  STATE/COUNTY-  NE/PLATTE
 MK1639  COUNTRY     -  US
 MK1639  USGS QUAD   -  LINDSAY (2017)
 MK1639
 MK1639                         *CURRENT SURVEY CONTROL
 MK1639  ______________________________________________________________________
 MK1639* NAD 83(1986) POSITION- 41 40 42.     (N) 097 38 03.     (W)   SCALED
 MK1639* NAVD 88 ORTHO HEIGHT -   531.590 (meters)     1744.06  (feet) ADJUSTED
 MK1639  ______________________________________________________________________
 MK1639  GEOID HEIGHT    -        -24.726 (meters)                     GEOID18
 MK1639  DYNAMIC HEIGHT  -        531.362 (meters)     1743.31  (feet) COMP
 MK1639  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 MK1639
 MK1639  VERT ORDER      -  SECOND    CLASS 0
 MK1639
 MK1639.The horizontal coordinates were scaled from a map and have
 MK1639.an estimated accuracy of +/- 6 seconds.
 MK1639
 MK1639.The orthometric height was determined by differential leveling and
 MK1639.adjusted by the NATIONAL GEODETIC SURVEY
 MK1639.in June 1991.
 MK1639
 MK1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1639.GEOID18 height accuracy estimate available here.
 MK1639
 MK1639.Click photographs - Photos may exist for this station.
 MK1639
 MK1639.The dynamic height is computed by dividing the NAVD 88
 MK1639.geopotential number by the normal gravity value computed on the
 MK1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1639.degrees latitude (g = 980.6199 gals.).
 MK1639
 MK1639.The modeled gravity was interpolated from observed gravity values.
 MK1639
 MK1639;                    North         East    Units  Estimated Accuracy
 MK1639;SPC NE       -   207,540.      696,900.      MT  (+/- 180 meters Scaled)
 MK1639
 MK1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM136149(NAD 83)
 MK1639
 MK1639                          SUPERSEDED SURVEY CONTROL
 MK1639
 MK1639  NGVD 29 (??/??/92)  531.384  (m)         1743.38   (f) ADJ UNCH    2 0
 MK1639
 MK1639.Superseded values are not recommended for survey control.
 MK1639
 MK1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1639.See file dsdata.pdf to determine how the superseded data were derived.
 MK1639
 MK1639_MARKER: R = RIVET
 MK1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1639_SP_SET: BRIDGE
 MK1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1639
 MK1639  HISTORY     - Date     Condition        Report By
 MK1639  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1639  HISTORY     - 1935     GOOD             CGS
 MK1639
 MK1639                          STATION DESCRIPTION
 MK1639
 MK1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1639'3.5 MI SE FROM LINDSAY.
 MK1639'3.5 MILES SE OF LINDSAY, ON BRIDGE NO. D-136, ON MASONRY HEADWALL,
 MK1639'ON THE SOUTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1641 ***********************************************************************
 MK1641  DESIGNATION -  RV 54
 MK1641  PID         -  MK1641
 MK1641  STATE/COUNTY-  NE/PLATTE
 MK1641  COUNTRY     -  US
 MK1641  USGS QUAD   -  CORNLEA (2017)
 MK1641
 MK1641                         *CURRENT SURVEY CONTROL
 MK1641  ______________________________________________________________________
 MK1641* NAD 83(1986) POSITION- 41 40 41.     (N) 097 34 58.     (W)   SCALED
 MK1641* NAVD 88 ORTHO HEIGHT -   524.051 (meters)     1719.32  (feet) ADJUSTED
 MK1641  ______________________________________________________________________
 MK1641  GEOID HEIGHT    -        -24.784 (meters)                     GEOID18
 MK1641  DYNAMIC HEIGHT  -        523.826 (meters)     1718.59  (feet) COMP
 MK1641  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 MK1641
 MK1641  VERT ORDER      -  SECOND    CLASS 0
 MK1641
 MK1641.The horizontal coordinates were scaled from a map and have
 MK1641.an estimated accuracy of +/- 6 seconds.
 MK1641
 MK1641.The orthometric height was determined by differential leveling and
 MK1641.adjusted by the NATIONAL GEODETIC SURVEY
 MK1641.in June 1991.
 MK1641
 MK1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1641.GEOID18 height accuracy estimate available here.
 MK1641
 MK1641.Click photographs - Photos may exist for this station.
 MK1641
 MK1641.The dynamic height is computed by dividing the NAVD 88
 MK1641.geopotential number by the normal gravity value computed on the
 MK1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1641.degrees latitude (g = 980.6199 gals.).
 MK1641
 MK1641.The modeled gravity was interpolated from observed gravity values.
 MK1641
 MK1641;                    North         East    Units  Estimated Accuracy
 MK1641;SPC NE       -   207,620.      701,180.      MT  (+/- 180 meters Scaled)
 MK1641
 MK1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM179150(NAD 83)
 MK1641
 MK1641                          SUPERSEDED SURVEY CONTROL
 MK1641
 MK1641  NGVD 29 (??/??/92)  523.847  (m)         1718.65   (f) ADJ UNCH    2 0
 MK1641
 MK1641.Superseded values are not recommended for survey control.
 MK1641
 MK1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1641.See file dsdata.pdf to determine how the superseded data were derived.
 MK1641
 MK1641_MARKER: R = RIVET
 MK1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1641_SP_SET: BRIDGE
 MK1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1641
 MK1641  HISTORY     - Date     Condition        Report By
 MK1641  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1641  HISTORY     - 1935     GOOD             CGS
 MK1641  HISTORY     - 20221219 MARK NOT FOUND   NEPPD
 MK1641
 MK1641                          STATION DESCRIPTION
 MK1641
 MK1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1641'0.8 MI W FROM CORNLEA.
 MK1641'0.1 MILES WEST OF CORNLEA.  ON BRIDGE NO. D-130, ON THE MASONRY
 MK1641'HEAD WALL, ON THE SOUTH SIDE OF TRACK.
 MK1641
 MK1641                          STATION RECOVERY (2022)
 MK1641
 MK1641'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1192 ***********************************************************************
 MK1192  DESIGNATION -  RV 55
 MK1192  PID         -  MK1192
 MK1192  STATE/COUNTY-  NE/PLATTE
 MK1192  COUNTRY     -  US
 MK1192  USGS QUAD   -  HUMPHREY (2017)
 MK1192
 MK1192                         *CURRENT SURVEY CONTROL
 MK1192  ______________________________________________________________________
 MK1192* NAD 83(1986) POSITION- 41 42 06.     (N) 097 27 17.     (W)   SCALED
 MK1192* NAVD 88 ORTHO HEIGHT -   502.656 (meters)     1649.13  (feet) ADJUSTED
 MK1192  ______________________________________________________________________
 MK1192  GEOID HEIGHT    -        -24.838 (meters)                     GEOID18
 MK1192  DYNAMIC HEIGHT  -        502.441 (meters)     1648.43  (feet) COMP
 MK1192  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 MK1192
 MK1192  VERT ORDER      -  SECOND    CLASS 0
 MK1192
 MK1192.The horizontal coordinates were scaled from a map and have
 MK1192.an estimated accuracy of +/- 6 seconds.
 MK1192
 MK1192.The orthometric height was determined by differential leveling and
 MK1192.adjusted by the NATIONAL GEODETIC SURVEY
 MK1192.in June 1991.
 MK1192
 MK1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1192.GEOID18 height accuracy estimate available here.
 MK1192
 MK1192.Click photographs - Photos may exist for this station.
 MK1192
 MK1192.The dynamic height is computed by dividing the NAVD 88
 MK1192.geopotential number by the normal gravity value computed on the
 MK1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1192.degrees latitude (g = 980.6199 gals.).
 MK1192
 MK1192.The modeled gravity was interpolated from observed gravity values.
 MK1192
 MK1192;                    North         East    Units  Estimated Accuracy
 MK1192;SPC NE       -   210,550.      711,760.      MT  (+/- 180 meters Scaled)
 MK1192
 MK1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM285178(NAD 83)
 MK1192
 MK1192                          SUPERSEDED SURVEY CONTROL
 MK1192
 MK1192  NGVD 29 (??/??/92)  502.463  (m)         1648.50   (f) ADJ UNCH    2 0
 MK1192
 MK1192.Superseded values are not recommended for survey control.
 MK1192
 MK1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1192.See file dsdata.pdf to determine how the superseded data were derived.
 MK1192
 MK1192_MARKER: R = RIVET
 MK1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1192_SP_SET: BRIDGE
 MK1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1192
 MK1192  HISTORY     - Date     Condition        Report By
 MK1192  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1192  HISTORY     - 1935     GOOD             CGS
 MK1192
 MK1192                          STATION DESCRIPTION
 MK1192
 MK1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1192'1.8 MI E FROM HUMPHREY.
 MK1192'1.8 MILES EAST OF DEPOT.  ON BRIDGE NO. D-117, ON THE CONCRETE
 MK1192'HEAD WALL, ON THE SOUTH SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1196 ***********************************************************************
 MK1196  DESIGNATION -  RV 56
 MK1196  PID         -  MK1196
 MK1196  STATE/COUNTY-  NE/PLATTE
 MK1196  COUNTRY     -  US
 MK1196  USGS QUAD   -  CRESTON (2017)
 MK1196
 MK1196                         *CURRENT SURVEY CONTROL
 MK1196  ______________________________________________________________________
 MK1196* NAD 83(1986) POSITION- 41 42 24.16   (N) 097 21 56.58   (W)   HD_HELD1
 MK1196* NAVD 88 ORTHO HEIGHT -   488.587 (meters)     1602.97  (feet) ADJUSTED
 MK1196  ______________________________________________________________________
 MK1196  GEOID HEIGHT    -        -24.869 (meters)                     GEOID18
 MK1196  DYNAMIC HEIGHT  -        488.385 (meters)     1602.31  (feet) COMP
 MK1196  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 MK1196
 MK1196  VERT ORDER      -  SECOND    CLASS 0
 MK1196
 MK1196.The horizontal coordinates were determined by differentially corrected
 MK1196.hand held GPS observations or other comparable positioning techniques
 MK1196.and have an estimated accuracy of +/- 3 meters.
 MK1196
 MK1196.The orthometric height was determined by differential leveling and
 MK1196.adjusted by the NATIONAL GEODETIC SURVEY
 MK1196.in June 1991.
 MK1196
 MK1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1196.GEOID18 height accuracy estimate available here.
 MK1196
 MK1196.Click photographs - Photos may exist for this station.
 MK1196
 MK1196.The dynamic height is computed by dividing the NAVD 88
 MK1196.geopotential number by the normal gravity value computed on the
 MK1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1196.degrees latitude (g = 980.6199 gals.).
 MK1196
 MK1196.The modeled gravity was interpolated from observed gravity values.
 MK1196
 MK1196;                    North         East    Units  Estimated Accuracy
 MK1196;SPC NE       -   211,331.5     719,144.3     MT  (+/- 3 meters HH1 GPS) 
 MK1196
 MK1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3596918503(NAD 83)
 MK1196
 MK1196                          SUPERSEDED SURVEY CONTROL
 MK1196
 MK1196  NGVD 29 (??/??/92)  488.403  (m)         1602.37   (f) ADJ UNCH    2 0
 MK1196
 MK1196.Superseded values are not recommended for survey control.
 MK1196
 MK1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1196.See file dsdata.pdf to determine how the superseded data were derived.
 MK1196
 MK1196_MARKER: R = RIVET
 MK1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1196_SP_SET: BRIDGE
 MK1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1196+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 MK1196
 MK1196  HISTORY     - Date     Condition        Report By
 MK1196  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1196  HISTORY     - 1935     GOOD             CGS
 MK1196  HISTORY     - 20070119 GOOD             INDIV
 MK1196  HISTORY     - 20221215 GOOD             NEPPD
 MK1196
 MK1196                          STATION DESCRIPTION
 MK1196
 MK1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1196'IN CRESTON.
 MK1196'IN CRESTON.  ON BRIDGE NO. D-103 6/9, EAST OF STATION ON THE
 MK1196'WEST SIDE OF STREET, AND ON THE SOUTH SIDE OF TRACK, ON THE
 MK1196'CONCRETE HEADWALL.
 MK1196
 MK1196                          STATION RECOVERY (2007)
 MK1196
 MK1196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 MK1196'RECOVERED AS DESCRIBED, ON THE WEST EDGE OF PARKING LOT FOR GRAIN
 MK1196'COMPANY AND ON THE NORTH SIDE OF EAST WEST STREET.
 MK1196
 MK1196                          STATION RECOVERY (2022)
 MK1196
 MK1196'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1205 ***********************************************************************
 MK1205  DESIGNATION -  RV 59
 MK1205  PID         -  MK1205
 MK1205  STATE/COUNTY-  NE/COLFAX
 MK1205  COUNTRY     -  US
 MK1205  USGS QUAD   -  LEIGH (2017)
 MK1205
 MK1205                         *CURRENT SURVEY CONTROL
 MK1205  ______________________________________________________________________
 MK1205* NAD 83(1986) POSITION- 41 43 47.     (N) 097 07 38.     (W)   SCALED
 MK1205* NAVD 88 ORTHO HEIGHT -   455.525 (meters)     1494.50  (feet) ADJUSTED
 MK1205  ______________________________________________________________________
 MK1205  GEOID HEIGHT    -        -25.139 (meters)                     GEOID18
 MK1205  DYNAMIC HEIGHT  -        455.337 (meters)     1493.88  (feet) COMP
 MK1205  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 MK1205
 MK1205  VERT ORDER      -  SECOND    CLASS 0
 MK1205
 MK1205.The horizontal coordinates were scaled from a map and have
 MK1205.an estimated accuracy of +/- 6 seconds.
 MK1205
 MK1205.The orthometric height was determined by differential leveling and
 MK1205.adjusted by the NATIONAL GEODETIC SURVEY
 MK1205.in June 1991.
 MK1205
 MK1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1205.GEOID18 height accuracy estimate available here.
 MK1205
 MK1205.Click photographs - Photos may exist for this station.
 MK1205
 MK1205.The dynamic height is computed by dividing the NAVD 88
 MK1205.geopotential number by the normal gravity value computed on the
 MK1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1205.degrees latitude (g = 980.6199 gals.).
 MK1205
 MK1205.The modeled gravity was interpolated from observed gravity values.
 MK1205
 MK1205;                    North         East    Units  Estimated Accuracy
 MK1205;SPC NE       -   214,520.      738,890.      MT  (+/- 180 meters Scaled)
 MK1205
 MK1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM557214(NAD 83)
 MK1205
 MK1205                          SUPERSEDED SURVEY CONTROL
 MK1205
 MK1205  NGVD 29 (??/??/92)  455.344  (m)         1493.91   (f) ADJ UNCH    2 0
 MK1205
 MK1205.Superseded values are not recommended for survey control.
 MK1205
 MK1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1205.See file dsdata.pdf to determine how the superseded data were derived.
 MK1205
 MK1205_MARKER: R = RIVET
 MK1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1205_SP_SET: BRIDGE
 MK1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1205
 MK1205  HISTORY     - Date     Condition        Report By
 MK1205  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1205  HISTORY     - 1935     GOOD             CGS
 MK1205  HISTORY     - 20221214 MARK NOT FOUND   NEPPD
 MK1205
 MK1205                          STATION DESCRIPTION
 MK1205
 MK1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1205'0.3 MI W FROM CLARKSON.
 MK1205'0.3 MILES WEST OF STATION.  ON BRIDGE NO. D-63, ON THE EAST
 MK1205'ABUTMENT, AT THE SOUTH POINT OF BRIDGE SEAT LEVEL.
 MK1205
 MK1205                          STATION RECOVERY (2022)
 MK1205
 MK1205'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1205'ABANDONED BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0116 ***********************************************************************
 NN0116  DESIGNATION -  RV 6
 NN0116  PID         -  NN0116
 NN0116  STATE/COUNTY-  NE/HOLT
 NN0116  COUNTRY     -  US
 NN0116  USGS QUAD   -  EWING SW (2017)
 NN0116
 NN0116                         *CURRENT SURVEY CONTROL
 NN0116  ______________________________________________________________________
 NN0116* NAD 83(1986) POSITION- 42 20 33.     (N) 098 28 08.     (W)   SCALED
 NN0116* NAVD 88 ORTHO HEIGHT -   580.430 (meters)     1904.29  (feet) ADJUSTED
 NN0116  ______________________________________________________________________
 NN0116  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 NN0116  DYNAMIC HEIGHT  -        580.199 (meters)     1903.54  (feet) COMP
 NN0116  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 NN0116
 NN0116  VERT ORDER      -  SECOND    CLASS 0
 NN0116
 NN0116.The horizontal coordinates were scaled from a map and have
 NN0116.an estimated accuracy of +/- 6 seconds.
 NN0116
 NN0116.The orthometric height was determined by differential leveling and
 NN0116.adjusted by the NATIONAL GEODETIC SURVEY
 NN0116.in June 1991.
 NN0116
 NN0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0116.GEOID18 height accuracy estimate available here.
 NN0116
 NN0116.Click photographs - Photos may exist for this station.
 NN0116
 NN0116.The dynamic height is computed by dividing the NAVD 88
 NN0116.geopotential number by the normal gravity value computed on the
 NN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0116.degrees latitude (g = 980.6199 gals.).
 NN0116
 NN0116.The modeled gravity was interpolated from observed gravity values.
 NN0116
 NN0116;                    North         East    Units  Estimated Accuracy
 NN0116;SPC NE       -   279,710.      626,140.      MT  (+/- 180 meters Scaled)
 NN0116
 NN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM437879(NAD 83)
 NN0116
 NN0116                          SUPERSEDED SURVEY CONTROL
 NN0116
 NN0116  NGVD 29 (??/??/92)  580.219  (m)         1903.60   (f) ADJ UNCH    2 0
 NN0116
 NN0116.Superseded values are not recommended for survey control.
 NN0116
 NN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0116.See file dsdata.pdf to determine how the superseded data were derived.
 NN0116
 NN0116_MARKER: R = RIVET
 NN0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0116_SP_SET: WALL
 NN0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0116
 NN0116  HISTORY     - Date     Condition        Report By
 NN0116  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0116  HISTORY     - 1935     GOOD             CGS
 NN0116
 NN0116                          STATION DESCRIPTION
 NN0116
 NN0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0116'1.4 MI NW FROM STAFFORD.
 NN0116'1.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0116'FROM THE STATION AT STAFFORD, HOLT COUNTY, AT BRIDGE 274-3/5, ON
 NN0116'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0116'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1210 ***********************************************************************
 MK1210  DESIGNATION -  RV 60
 MK1210  PID         -  MK1210
 MK1210  STATE/COUNTY-  NE/COLFAX
 MK1210  COUNTRY     -  US
 MK1210  USGS QUAD   -  CLARKSON (2017)
 MK1210
 MK1210                         *CURRENT SURVEY CONTROL
 MK1210  ______________________________________________________________________
 MK1210* NAD 83(1986) POSITION- 41 43 53.     (N) 097 02 14.     (W)   SCALED
 MK1210* NAVD 88 ORTHO HEIGHT -   460.79  (+/-2cm)     1511.8   (feet) VERTCON
 MK1210  ______________________________________________________________________
 MK1210  GEOID HEIGHT    -        -25.210 (meters)                     GEOID18
 MK1210  VERT ORDER      -  ? (See Below)
 MK1210
 MK1210.The horizontal coordinates were scaled from a map and have
 MK1210.an estimated accuracy of +/- 6 seconds.
 MK1210
 MK1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1210
 MK1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1210.GEOID18 height accuracy estimate available here.
 MK1210
 MK1210.The vertical order pertains to the NGVD 29 superseded value.
 MK1210
 MK1210.Click photographs - Photos may exist for this station.
 MK1210
 MK1210;                    North         East    Units  Estimated Accuracy
 MK1210;SPC NE       -   214,950.      746,370.      MT  (+/- 180 meters Scaled)
 MK1210
 MK1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM632218(NAD 83)
 MK1210
 MK1210                          SUPERSEDED SURVEY CONTROL
 MK1210
 MK1210  NGVD 29 (??/??/92)  460.615  (m)         1511.20   (f) ADJ UNCH       
 MK1210
 MK1210.Superseded values are not recommended for survey control.
 MK1210
 MK1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1210.See file dsdata.pdf to determine how the superseded data were derived.
 MK1210
 MK1210_MARKER: R = RIVET
 MK1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1210_SP_SET: BRIDGE
 MK1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1210
 MK1210  HISTORY     - Date     Condition        Report By
 MK1210  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1210  HISTORY     - 1935     GOOD             CGS
 MK1210  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1210
 MK1210                          STATION DESCRIPTION
 MK1210
 MK1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1210'2.7 MI W FROM HOWELL.
 MK1210'2.7 MILES WEST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK1210'WESTERN RAILROAD BETWEEN HOWELL AND CLARKSON, ON THE SOUTH
 MK1210'MASONRY HEADWALL OF BRIDGE NO. D-50.
 MK1210
 MK1210                          STATION RECOVERY (1965)
 MK1210
 MK1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1091 ***********************************************************************
 MK1091  DESIGNATION -  RV 62
 MK1091  PID         -  MK1091
 MK1091  STATE/COUNTY-  NE/COLFAX
 MK1091  COUNTRY     -  US
 MK1091  USGS QUAD   -  DODGE (2017)
 MK1091
 MK1091                         *CURRENT SURVEY CONTROL
 MK1091  ______________________________________________________________________
 MK1091* NAD 83(1986) POSITION- 41 44 00.     (N) 096 56 16.     (W)   SCALED
 MK1091* NAVD 88 ORTHO HEIGHT -   450.84  (+/-2cm)     1479.1   (feet) VERTCON
 MK1091  ______________________________________________________________________
 MK1091  GEOID HEIGHT    -        -25.309 (meters)                     GEOID18
 MK1091  VERT ORDER      -  ? (See Below)
 MK1091
 MK1091.The horizontal coordinates were scaled from a map and have
 MK1091.an estimated accuracy of +/- 6 seconds.
 MK1091
 MK1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1091
 MK1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1091.GEOID18 height accuracy estimate available here.
 MK1091
 MK1091.The vertical order pertains to the NGVD 29 superseded value.
 MK1091
 MK1091.Click photographs - Photos may exist for this station.
 MK1091
 MK1091;                    North         East    Units  Estimated Accuracy
 MK1091;SPC NE       -   215,460.      754,630.      MT  (+/- 180 meters Scaled)
 MK1091
 MK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM715222(NAD 83)
 MK1091
 MK1091                          SUPERSEDED SURVEY CONTROL
 MK1091
 MK1091  NGVD 29 (??/??/92)  450.663  (m)         1478.55   (f) ADJ UNCH       
 MK1091
 MK1091.Superseded values are not recommended for survey control.
 MK1091
 MK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1091.See file dsdata.pdf to determine how the superseded data were derived.
 MK1091
 MK1091_MARKER: R = RIVET
 MK1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1091_SP_SET: BRIDGE
 MK1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1091
 MK1091  HISTORY     - Date     Condition        Report By
 MK1091  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1091  HISTORY     - 1935     GOOD             CGS
 MK1091
 MK1091                          STATION DESCRIPTION
 MK1091
 MK1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1091'5.4 MI E FROM HOWELL.
 MK1091'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOWELL AND
 MK1091'DODGE, ON THE SOUTH MASONRY HEADWALL OF BRIDGE NO. D-32.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1096 ***********************************************************************
 MK1096  DESIGNATION -  RV 63
 MK1096  PID         -  MK1096
 MK1096  STATE/COUNTY-  NE/DODGE
 MK1096  COUNTRY     -  US
 MK1096  USGS QUAD   -  SNYDER (2017)
 MK1096
 MK1096                         *CURRENT SURVEY CONTROL
 MK1096  ______________________________________________________________________
 MK1096* NAD 83(1986) POSITION- 41 42 15.     (N) 096 49 58.     (W)   SCALED
 MK1096* NAVD 88 ORTHO HEIGHT -   411.45  (+/-2cm)     1349.9   (feet) VERTCON
 MK1096  ______________________________________________________________________
 MK1096  GEOID HEIGHT    -        -25.493 (meters)                     GEOID18
 MK1096  VERT ORDER      -  ? (See Below)
 MK1096
 MK1096.The horizontal coordinates were scaled from a map and have
 MK1096.an estimated accuracy of +/- 6 seconds.
 MK1096
 MK1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1096
 MK1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1096.GEOID18 height accuracy estimate available here.
 MK1096
 MK1096.The vertical order pertains to the NGVD 29 superseded value.
 MK1096
 MK1096.Click photographs - Photos may exist for this station.
 MK1096
 MK1096;                    North         East    Units  Estimated Accuracy
 MK1096;SPC NE       -   212,540.      763,470.      MT  (+/- 180 meters Scaled)
 MK1096
 MK1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM803192(NAD 83)
 MK1096
 MK1096                          SUPERSEDED SURVEY CONTROL
 MK1096
 MK1096  NGVD 29 (??/??/92)  411.292  (m)         1349.38   (f) ADJ UNCH       
 MK1096
 MK1096.Superseded values are not recommended for survey control.
 MK1096
 MK1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1096.See file dsdata.pdf to determine how the superseded data were derived.
 MK1096
 MK1096_MARKER: R = RIVET
 MK1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1096_SP_SET: BRIDGE
 MK1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1096
 MK1096  HISTORY     - Date     Condition        Report By
 MK1096  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1096  HISTORY     - 1935     GOOD             CGS
 MK1096
 MK1096                          STATION DESCRIPTION
 MK1096
 MK1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1096'2.3 MI W FROM SNYDER.
 MK1096'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN SNYDER
 MK1096'AND DODGE, ON BRIDGE NO. D-18, ON THE SOUTH MASONRY HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1098 ***********************************************************************
 MK1098  DESIGNATION -  RV 64
 MK1098  PID         -  MK1098
 MK1098  STATE/COUNTY-  NE/DODGE
 MK1098  COUNTRY     -  US
 MK1098  USGS QUAD   -  SNYDER (2017)
 MK1098
 MK1098                         *CURRENT SURVEY CONTROL
 MK1098  ______________________________________________________________________
 MK1098* NAD 83(1986) POSITION- 41 42 08.     (N) 096 49 01.     (W)   SCALED
 MK1098* NAVD 88 ORTHO HEIGHT -   413.67  (+/-2cm)     1357.2   (feet) VERTCON
 MK1098  ______________________________________________________________________
 MK1098  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 MK1098  VERT ORDER      -  ? (See Below)
 MK1098
 MK1098.The horizontal coordinates were scaled from a map and have
 MK1098.an estimated accuracy of +/- 6 seconds.
 MK1098
 MK1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1098
 MK1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1098.GEOID18 height accuracy estimate available here.
 MK1098
 MK1098.The vertical order pertains to the NGVD 29 superseded value.
 MK1098
 MK1098.Click photographs - Photos may exist for this station.
 MK1098
 MK1098;                    North         East    Units  Estimated Accuracy
 MK1098;SPC NE       -   212,370.      764,800.      MT  (+/- 180 meters Scaled)
 MK1098
 MK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM816190(NAD 83)
 MK1098
 MK1098                          SUPERSEDED SURVEY CONTROL
 MK1098
 MK1098  NGVD 29 (??/??/92)  413.516  (m)         1356.68   (f) ADJ UNCH       
 MK1098
 MK1098.Superseded values are not recommended for survey control.
 MK1098
 MK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1098.See file dsdata.pdf to determine how the superseded data were derived.
 MK1098
 MK1098_MARKER: R = RIVET
 MK1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1098_SP_SET: BRIDGE
 MK1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1098
 MK1098  HISTORY     - Date     Condition        Report By
 MK1098  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1098  HISTORY     - 1935     GOOD             CGS
 MK1098
 MK1098                          STATION DESCRIPTION
 MK1098
 MK1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1098'1.2 MI W FROM SNYDER.
 MK1098'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN SNYDER
 MK1098'AND DODGE, ON BRIDGE NO. D-14, ON THE NORTH MASONRY HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1107 ***********************************************************************
 MK1107  DESIGNATION -  RV 65
 MK1107  PID         -  MK1107
 MK1107  STATE/COUNTY-  NE/DODGE
 MK1107  COUNTRY     -  US
 MK1107  USGS QUAD   -  SCRIBNER (2017)
 MK1107
 MK1107                         *CURRENT SURVEY CONTROL
 MK1107  ______________________________________________________________________
 MK1107* NAD 83(1986) POSITION- 41 39 56.     (N) 096 40 01.     (W)   SCALED
 MK1107* NAVD 88 ORTHO HEIGHT -   382.716 (meters)     1255.63  (feet) ADJUSTED
 MK1107  ______________________________________________________________________
 MK1107  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 MK1107  DYNAMIC HEIGHT  -        382.570 (meters)     1255.15  (feet) COMP
 MK1107  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 MK1107
 MK1107  VERT ORDER      -  SECOND    CLASS 0
 MK1107
 MK1107.The horizontal coordinates were scaled from a map and have
 MK1107.an estimated accuracy of +/- 6 seconds.
 MK1107
 MK1107.The orthometric height was determined by differential leveling and
 MK1107.adjusted by the NATIONAL GEODETIC SURVEY
 MK1107.in June 1991.
 MK1107
 MK1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1107.GEOID18 height accuracy estimate available here.
 MK1107
 MK1107.Click photographs - Photos may exist for this station.
 MK1107
 MK1107.The dynamic height is computed by dividing the NAVD 88
 MK1107.geopotential number by the normal gravity value computed on the
 MK1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1107.degrees latitude (g = 980.6199 gals.).
 MK1107
 MK1107.The modeled gravity was interpolated from observed gravity values.
 MK1107
 MK1107;                    North         East    Units  Estimated Accuracy
 MK1107;SPC NE       -   208,770.      777,430.      MT  (+/- 180 meters Scaled)
 MK1107
 MK1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM942152(NAD 83)
 MK1107
 MK1107                          SUPERSEDED SURVEY CONTROL
 MK1107
 MK1107  NGVD 29 (??/??/92)  382.576  (m)         1255.17   (f) ADJ UNCH    2 0
 MK1107
 MK1107.Superseded values are not recommended for survey control.
 MK1107
 MK1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1107.See file dsdata.pdf to determine how the superseded data were derived.
 MK1107
 MK1107_MARKER: R = RIVET
 MK1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1107_SP_SET: CONCRETE FOUNDATION
 MK1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1107
 MK1107  HISTORY     - Date     Condition        Report By
 MK1107  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1107  HISTORY     - 1935     GOOD             CGS
 MK1107
 MK1107                          STATION DESCRIPTION
 MK1107
 MK1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1107'AT SCRIBNER.
 MK1107'ON THE CONCRETE TRAIN ORDER SIGNAL FOUNDATION OF THE CHICAGO
 MK1107'AND NORTH WESTERN RAILROAD, AT SCRIBNER DEPOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1110 ***********************************************************************
 MK1110  DESIGNATION -  RV 66
 MK1110  PID         -  MK1110
 MK1110  STATE/COUNTY-  NE/DODGE
 MK1110  COUNTRY     -  US
 MK1110  USGS QUAD   -  HOOPER (2017)
 MK1110
 MK1110                         *CURRENT SURVEY CONTROL
 MK1110  ______________________________________________________________________
 MK1110* NAD 83(1986) POSITION- 41 37 00.     (N) 096 34 39.     (W)   SCALED
 MK1110* NAVD 88 ORTHO HEIGHT -   375.178 (meters)     1230.90  (feet) ADJUSTED
 MK1110  ______________________________________________________________________
 MK1110  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 MK1110  DYNAMIC HEIGHT  -        375.027 (meters)     1230.40  (feet) COMP
 MK1110  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 MK1110
 MK1110  VERT ORDER      -  SECOND    CLASS 0
 MK1110
 MK1110.The horizontal coordinates were scaled from a map and have
 MK1110.an estimated accuracy of +/- 6 seconds.
 MK1110
 MK1110.The orthometric height was determined by differential leveling and
 MK1110.adjusted by the NATIONAL GEODETIC SURVEY
 MK1110.in June 1991.
 MK1110
 MK1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1110.GEOID18 height accuracy estimate available here.
 MK1110
 MK1110.Click photographs - Photos may exist for this station.
 MK1110
 MK1110.The dynamic height is computed by dividing the NAVD 88
 MK1110.geopotential number by the normal gravity value computed on the
 MK1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1110.degrees latitude (g = 980.6199 gals.).
 MK1110
 MK1110.The modeled gravity was interpolated from observed gravity values.
 MK1110
 MK1110;                    North         East    Units  Estimated Accuracy
 MK1110;SPC NE       -   203,640.      785,080.      MT  (+/- 180 meters Scaled)
 MK1110
 MK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM018100(NAD 83)
 MK1110
 MK1110                          SUPERSEDED SURVEY CONTROL
 MK1110
 MK1110  NGVD 29 (??/??/92)  375.036  (m)         1230.43   (f) ADJ UNCH    2 0
 MK1110
 MK1110.Superseded values are not recommended for survey control.
 MK1110
 MK1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1110.See file dsdata.pdf to determine how the superseded data were derived.
 MK1110
 MK1110_MARKER: R = RIVET
 MK1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1110_SP_SET: BRIDGE
 MK1110_MARK LOGO: NONE
 MK1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1110
 MK1110  HISTORY     - Date     Condition        Report By
 MK1110  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1110  HISTORY     - 1968     GOOD             CGS
 MK1110  HISTORY     - 19910424 GOOD             NEDR
 MK1110
 MK1110                          STATION DESCRIPTION
 MK1110
 MK1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MK1110'1.6 MI W FROM HOOPER.
 MK1110'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK1110'THE INTERSECTION OF U.S. HIGHWAY 75 AND MAIN STREET IN HOOPER,
 MK1110'AT BRIDGE NUMBER 30-1/2, AND IN THE TOP OF THE SOUTH MASONRY
 MK1110'HEAD WALL, A STANDARD MONEL-METAL RIVET.
 MK1110
 MK1110                          STATION RECOVERY (1991)
 MK1110
 MK1110'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991
 MK1110'RECOVERED IN GOOD CONDITION, HOWEVER, RAILROAD IS NOW ABANDONED AND
 MK1110'THE OLD STONE BRIDGE IS STARTING TO DETERIORATE AND WILL BE REMOVED
 MK1110'IN THE FUTURE.  BENCH MARK RV 66 RESET WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2203 ***********************************************************************
 MK2203  DESIGNATION -  RV 66 RESET
 MK2203  PID         -  MK2203
 MK2203  STATE/COUNTY-  NE/DODGE
 MK2203  COUNTRY     -  US
 MK2203  USGS QUAD   -  HOOPER (2017)
 MK2203
 MK2203                         *CURRENT SURVEY CONTROL
 MK2203  ______________________________________________________________________
 MK2203* NAD 83(1986) POSITION- 41 37 00.     (N) 096 34 39.     (W)   SCALED
 MK2203* NAVD 88 ORTHO HEIGHT -   383.27  (meters)     1257.4   (feet) RESET
 MK2203  ______________________________________________________________________
 MK2203  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 MK2203  VERT ORDER      -  THIRD
 MK2203
 MK2203.The horizontal coordinates were scaled from a map and have
 MK2203.an estimated accuracy of +/- 6 seconds.
 MK2203
 MK2203.The orthometric height was computed from unverified reset data.
 MK2203
 MK2203.No vertical observational check was made to the station.
 MK2203
 MK2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2203.GEOID18 height accuracy estimate available here.
 MK2203
 MK2203.Click photographs - Photos may exist for this station.
 MK2203
 MK2203;                    North         East    Units  Estimated Accuracy
 MK2203;SPC NE       -   203,640.      785,080.      MT  (+/- 180 meters Scaled)
 MK2203
 MK2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM018100(NAD 83)
 MK2203
 MK2203                          SUPERSEDED SURVEY CONTROL
 MK2203
 MK2203  NGVD 29 (01/31/13)  383.12   (m)         1257.0    (f) RESET       3  
 MK2203
 MK2203.Superseded values are not recommended for survey control.
 MK2203
 MK2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2203.See file dsdata.pdf to determine how the superseded data were derived.
 MK2203
 MK2203_MARKER: DV = VERTICAL CONTROL DISK
 MK2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2203_STAMPING: RV 66 RESET 1991
 MK2203_MARK LOGO: NGS
 MK2203_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2203+STABILITY: SURFACE MOTION
 MK2203
 MK2203  HISTORY     - Date     Condition        Report By
 MK2203  HISTORY     - 1991     MONUMENTED       NEDR
 MK2203
 MK2203                          STATION DESCRIPTION
 MK2203
 MK2203'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MK2203'FROM THE JUNCTION OF U.S. HIGHWAY 275 AND MAIN STREET, IN HOOPER, GO
 MK2203'NORTHWEST ON HIGHWAY 275 FOR 1.65 MILES TO COUNTY ROAD 18 ON THE
 MK2203'LEFT.  TURN LEFT AND GO SOUTH ON THE COUNTY ROAD FOR 800 FT (243.8 M)
 MK2203'TO THE MARK ON THE WEST RIGHT-OF-WAY OF THE ROAD AND IN LINE WITH A
 MK2203'FENCE LINE LEADING WEST.  THE MARK IS ON THE WEST SIDE OF SEC14,
 MK2203'T19N, R7E, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK2203'PROJECTS 0.4 FT (0.1 M) ABOVE THE GROUND SURFACE.  IT IS 800 FT
 MK2203'(243.8 M) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY 275, 31.5 FT
 MK2203'(9.6 M) WEST FROM THE CENTERLINE OF DODGE COUNTY ROAD 18, 17.88 FT
 MK2203'(5.45 M) NORTH-NORTHEAST FROM A UTILITY POLE, 1.25 FT (0.38 M) EAST
 MK2203'FROM THE BOTTOM OF A WITNESS POST AND 2.3 FT (0.7 M) EAST FROM THE
 MK2203'WEST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1112 ***********************************************************************
 MK1112  DESIGNATION -  RV 67
 MK1112  PID         -  MK1112
 MK1112  STATE/COUNTY-  NE/DODGE
 MK1112  COUNTRY     -  US
 MK1112  USGS QUAD   -  HOOPER (2017)
 MK1112
 MK1112                         *CURRENT SURVEY CONTROL
 MK1112  ______________________________________________________________________
 MK1112* NAD 83(1986) POSITION- 41 36 31.     (N) 096 32 27.     (W)   SCALED
 MK1112* NAVD 88 ORTHO HEIGHT -   373.568 (meters)     1225.61  (feet) ADJUSTED
 MK1112  ______________________________________________________________________
 MK1112  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 MK1112  DYNAMIC HEIGHT  -        373.419 (meters)     1225.13  (feet) COMP
 MK1112  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 MK1112
 MK1112  VERT ORDER      -  SECOND    CLASS 0
 MK1112
 MK1112.The horizontal coordinates were scaled from a map and have
 MK1112.an estimated accuracy of +/- 6 seconds.
 MK1112
 MK1112.The orthometric height was determined by differential leveling and
 MK1112.adjusted by the NATIONAL GEODETIC SURVEY
 MK1112.in June 1991.
 MK1112
 MK1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1112.GEOID18 height accuracy estimate available here.
 MK1112
 MK1112.Click photographs - Photos may exist for this station.
 MK1112
 MK1112.The dynamic height is computed by dividing the NAVD 88
 MK1112.geopotential number by the normal gravity value computed on the
 MK1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1112.degrees latitude (g = 980.6199 gals.).
 MK1112
 MK1112.The modeled gravity was interpolated from observed gravity values.
 MK1112
 MK1112;                    North         East    Units  Estimated Accuracy
 MK1112;SPC NE       -   202,870.      788,170.      MT  (+/- 180 meters Scaled)
 MK1112
 MK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM049092(NAD 83)
 MK1112
 MK1112                          SUPERSEDED SURVEY CONTROL
 MK1112
 MK1112  NGVD 29 (??/??/92)  373.430  (m)         1225.16   (f) ADJ UNCH    2 0
 MK1112
 MK1112.Superseded values are not recommended for survey control.
 MK1112
 MK1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1112.See file dsdata.pdf to determine how the superseded data were derived.
 MK1112
 MK1112_MARKER: R = RIVET
 MK1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1112_SP_SET: BRIDGE
 MK1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1112
 MK1112  HISTORY     - Date     Condition        Report By
 MK1112  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1112  HISTORY     - 1935     GOOD             CGS
 MK1112
 MK1112                          STATION DESCRIPTION
 MK1112
 MK1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1112'AT HOOPER.
 MK1112'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD IN HOOPER, ON
 MK1112'BRIDGE NO. 27, ON THE MASONRY HEADWALL, ON THE NORTH SIDE OF
 MK1112'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0531 ***********************************************************************
 LG0531  DESIGNATION -  RV 70
 LG0531  PID         -  LG0531
 LG0531  STATE/COUNTY-  NE/SEWARD
 LG0531  COUNTRY     -  US
 LG0531  USGS QUAD   -  SEWARD (2017)
 LG0531
 LG0531                         *CURRENT SURVEY CONTROL
 LG0531  ______________________________________________________________________
 LG0531* NAD 83(1986) POSITION- 40 55 30.     (N) 097 05 09.     (W)   SCALED
 LG0531* NAVD 88 ORTHO HEIGHT -   447.328 (meters)     1467.61  (feet) ADJUSTED
 LG0531  ______________________________________________________________________
 LG0531  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 LG0531  DYNAMIC HEIGHT  -        447.093 (meters)     1466.84  (feet) COMP
 LG0531  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LG0531
 LG0531  VERT ORDER      -  SECOND    CLASS 0
 LG0531
 LG0531.The horizontal coordinates were scaled from a map and have
 LG0531.an estimated accuracy of +/- 6 seconds.
 LG0531
 LG0531.The orthometric height was determined by differential leveling and
 LG0531.adjusted by the NATIONAL GEODETIC SURVEY
 LG0531.in June 1991.
 LG0531
 LG0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0531.GEOID18 height accuracy estimate available here.
 LG0531
 LG0531.Click photographs - Photos may exist for this station.
 LG0531
 LG0531.The dynamic height is computed by dividing the NAVD 88
 LG0531.geopotential number by the normal gravity value computed on the
 LG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0531.degrees latitude (g = 980.6199 gals.).
 LG0531
 LG0531.The modeled gravity was interpolated from observed gravity values.
 LG0531
 LG0531;                    North         East    Units  Estimated Accuracy
 LG0531;SPC NE       -   125,340.      745,340.      MT  (+/- 180 meters Scaled)
 LG0531
 LG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL611321(NAD 83)
 LG0531
 LG0531                          SUPERSEDED SURVEY CONTROL
 LG0531
 LG0531  NGVD 29 (??/??/92)  447.148  (m)         1467.02   (f) ADJ UNCH    2 0
 LG0531
 LG0531.Superseded values are not recommended for survey control.
 LG0531
 LG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0531.See file dsdata.pdf to determine how the superseded data were derived.
 LG0531
 LG0531_MARKER: R = RIVET
 LG0531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0531_SP_SET: CULVERT HEADWALL
 LG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0531+STABILITY: SURFACE MOTION
 LG0531
 LG0531  HISTORY     - Date     Condition        Report By
 LG0531  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0531  HISTORY     - 1935     GOOD             CGS
 LG0531
 LG0531                          STATION DESCRIPTION
 LG0531
 LG0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0531'1.8 MI N FROM SEWARD.
 LG0531'1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0531'FROM THE STATION AT SEWARD, SEWARD COUNTY, 0.3 MILE SOUTH OF A
 LG0531'ROAD CROSSING, AT SANDSTONE CULVERT C 57, IN THE TOP OF THE
 LG0531'HEADWALL, 2 FEET NORTH OF THE SOUTHWEST CORNER, 0.8 FOOT EAST
 LG0531'OF THE WEST SIDE, AND 12 FEET WEST OF THE WEST RAIL.  A STANDARD
 LG0531'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1582 ***********************************************************************
 MK1582  DESIGNATION -  RV 70 1
 MK1582  PID         -  MK1582
 MK1582  STATE/COUNTY-  NE/NANCE
 MK1582  COUNTRY     -  US
 MK1582  USGS QUAD   -  FULLERTON NE (2017)
 MK1582
 MK1582                         *CURRENT SURVEY CONTROL
 MK1582  ______________________________________________________________________
 MK1582* NAD 83(1986) POSITION- 41 25 42.     (N) 097 45 13.     (W)   SCALED
 MK1582* NAVD 88 ORTHO HEIGHT -   478.962 (meters)     1571.39  (feet) ADJUSTED
 MK1582  ______________________________________________________________________
 MK1582  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 MK1582  DYNAMIC HEIGHT  -        478.739 (meters)     1570.66  (feet) COMP
 MK1582  MODELED GRAVITY -    980,143.0   (mgal)                       NAVD 88
 MK1582
 MK1582  VERT ORDER      -  SECOND    CLASS 0
 MK1582
 MK1582.The horizontal coordinates were scaled from a map and have
 MK1582.an estimated accuracy of +/- 6 seconds.
 MK1582
 MK1582.The orthometric height was determined by differential leveling and
 MK1582.adjusted by the NATIONAL GEODETIC SURVEY
 MK1582.in June 1991.
 MK1582
 MK1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1582.GEOID18 height accuracy estimate available here.
 MK1582
 MK1582.Click photographs - Photos may exist for this station.
 MK1582
 MK1582.The dynamic height is computed by dividing the NAVD 88
 MK1582.geopotential number by the normal gravity value computed on the
 MK1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1582.degrees latitude (g = 980.6199 gals.).
 MK1582
 MK1582.The modeled gravity was interpolated from observed gravity values.
 MK1582
 MK1582;                    North         East    Units  Estimated Accuracy
 MK1582;SPC NE       -   179,520.      687,690.      MT  (+/- 180 meters Scaled)
 MK1582
 MK1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL041870(NAD 83)
 MK1582
 MK1582                          SUPERSEDED SURVEY CONTROL
 MK1582
 MK1582  NGVD 29 (??/??/92)  478.753  (m)         1570.71   (f) ADJ UNCH    2 0
 MK1582
 MK1582.Superseded values are not recommended for survey control.
 MK1582
 MK1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1582.See file dsdata.pdf to determine how the superseded data were derived.
 MK1582
 MK1582_MARKER: R = RIVET
 MK1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1582_SP_SET: CULVERT
 MK1582_STAMPING: 70-1
 MK1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1582
 MK1582  HISTORY     - Date     Condition        Report By
 MK1582  HISTORY     - UNK      MONUMENTED       NEGS
 MK1582  HISTORY     - 1950     GOOD             CGS
 MK1582
 MK1582                          STATION DESCRIPTION
 MK1582
 MK1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1582'2.3 MI SW FROM GENOA.
 MK1582'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1582'AT GENOA, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1582'31 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, SET IN
 MK1582'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF UNION PACIFIC
 MK1582'RAILROAD CULVERT 1.90, 1.2 FEET WEST OF THE EAST END OF THE
 MK1582'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0530 ***********************************************************************
 LG0530  DESIGNATION -  RV 71
 LG0530  PID         -  LG0530
 LG0530  STATE/COUNTY-  NE/SEWARD
 LG0530  COUNTRY     -  US
 LG0530  USGS QUAD   -  SEWARD (2017)
 LG0530
 LG0530                         *CURRENT SURVEY CONTROL
 LG0530  ______________________________________________________________________
 LG0530* NAD 83(1986) POSITION- 40 54 26.     (N) 097 06 22.     (W)   SCALED
 LG0530* NAVD 88 ORTHO HEIGHT -   441.489 (meters)     1448.45  (feet) ADJUSTED
 LG0530  ______________________________________________________________________
 LG0530  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 LG0530  DYNAMIC HEIGHT  -        441.258 (meters)     1447.69  (feet) COMP
 LG0530  MODELED GRAVITY -    980,086.1   (mgal)                       NAVD 88
 LG0530
 LG0530  VERT ORDER      -  SECOND    CLASS 0
 LG0530
 LG0530.The horizontal coordinates were scaled from a map and have
 LG0530.an estimated accuracy of +/- 6 seconds.
 LG0530
 LG0530.The orthometric height was determined by differential leveling and
 LG0530.adjusted by the NATIONAL GEODETIC SURVEY
 LG0530.in June 1991.
 LG0530
 LG0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0530.GEOID18 height accuracy estimate available here.
 LG0530
 LG0530.Click photographs - Photos may exist for this station.
 LG0530
 LG0530.The dynamic height is computed by dividing the NAVD 88
 LG0530.geopotential number by the normal gravity value computed on the
 LG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0530.degrees latitude (g = 980.6199 gals.).
 LG0530
 LG0530.The modeled gravity was interpolated from observed gravity values.
 LG0530
 LG0530;                    North         East    Units  Estimated Accuracy
 LG0530;SPC NE       -   123,310.      743,700.      MT  (+/- 180 meters Scaled)
 LG0530
 LG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595301(NAD 83)
 LG0530
 LG0530                          SUPERSEDED SURVEY CONTROL
 LG0530
 LG0530  NGVD 29 (??/??/92)  441.310  (m)         1447.86   (f) ADJ UNCH    2 0
 LG0530
 LG0530.Superseded values are not recommended for survey control.
 LG0530
 LG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0530.See file dsdata.pdf to determine how the superseded data were derived.
 LG0530
 LG0530_MARKER: R = RIVET
 LG0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0530_SP_SET: TOWER BASE
 LG0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0530
 LG0530  HISTORY     - Date     Condition        Report By
 LG0530  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0530  HISTORY     - 1935     GOOD             CGS
 LG0530  HISTORY     - 1939     GOOD             CGS
 LG0530  HISTORY     - 20120711 MARK NOT FOUND   GEOCAC
 LG0530
 LG0530                          STATION DESCRIPTION
 LG0530
 LG0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0530'AT SEWARD.
 LG0530'AT SEWARD, SEWARD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LG0530'RAILWAY, 46.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 LG0530'AT THE WATER TOWER, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LG0530'NORTHWEST BASE, AND 10.4 FEET EAST OF THE EAST RAIL.  A STANDARD
 LG0530'MONEL-METAL RIVET.
 LG0530
 LG0530                          STATION RECOVERY (1939)
 LG0530
 LG0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LG0530'RECOVERED IN GOOD CONDITION.
 LG0530
 LG0530                          STATION RECOVERY (2012)
 LG0530
 LG0530'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0530'THE RAILROAD AND STATION HAVE BEEN REMOVED, AND THE AREA REDEVELOPED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0496 ***********************************************************************
 LG0496  DESIGNATION -  RV 72
 LG0496  PID         -  LG0496
 LG0496  STATE/COUNTY-  NE/SEWARD
 LG0496  COUNTRY     -  US
 LG0496  USGS QUAD   -  GOEHNER (2017)
 LG0496
 LG0496                         *CURRENT SURVEY CONTROL
 LG0496  ______________________________________________________________________
 LG0496* NAD 83(1986) POSITION- 40 50 54.     (N) 097 11 38.     (W)   SCALED
 LG0496* NAVD 88 ORTHO HEIGHT -   466.858 (meters)     1531.68  (feet) ADJUSTED
 LG0496  ______________________________________________________________________
 LG0496  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 LG0496  DYNAMIC HEIGHT  -        466.609 (meters)     1530.87  (feet) COMP
 LG0496  MODELED GRAVITY -    980,077.4   (mgal)                       NAVD 88
 LG0496
 LG0496  VERT ORDER      -  SECOND    CLASS 0
 LG0496
 LG0496.The horizontal coordinates were scaled from a map and have
 LG0496.an estimated accuracy of +/- 6 seconds.
 LG0496
 LG0496.The orthometric height was determined by differential leveling and
 LG0496.adjusted by the NATIONAL GEODETIC SURVEY
 LG0496.in June 1991.
 LG0496
 LG0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0496.GEOID18 height accuracy estimate available here.
 LG0496
 LG0496.Click photographs - Photos may exist for this station.
 LG0496
 LG0496.The dynamic height is computed by dividing the NAVD 88
 LG0496.geopotential number by the normal gravity value computed on the
 LG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0496.degrees latitude (g = 980.6199 gals.).
 LG0496
 LG0496.The modeled gravity was interpolated from observed gravity values.
 LG0496
 LG0496;                    North         East    Units  Estimated Accuracy
 LG0496;SPC NE       -   116,530.      736,530.      MT  (+/- 180 meters Scaled)
 LG0496
 LG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL522234(NAD 83)
 LG0496
 LG0496                          SUPERSEDED SURVEY CONTROL
 LG0496
 LG0496  NGVD 29 (??/??/92)  466.675  (m)         1531.08   (f) ADJ UNCH    2 0
 LG0496
 LG0496.Superseded values are not recommended for survey control.
 LG0496
 LG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0496.See file dsdata.pdf to determine how the superseded data were derived.
 LG0496
 LG0496_MARKER: R = RIVET
 LG0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0496_SP_SET: CULVERT HEADWALL
 LG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0496+STABILITY: SURFACE MOTION
 LG0496
 LG0496  HISTORY     - Date     Condition        Report By
 LG0496  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0496  HISTORY     - 1938     GOOD             CGS
 LG0496  HISTORY     - 1938     GOOD             CGS
 LG0496
 LG0496                          STATION DESCRIPTION
 LG0496
 LG0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LG0496'1.7 MI NE FROM GOEHNER.
 LG0496'1.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0496'FROM THE STATION AT GOEHNER, SEWARD COUNTY, AT CULVERT C 71, AND
 LG0496'IN THE TOP OF THE SOUTH HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 LG0496
 LG0496                          STATION RECOVERY (1938)
 LG0496
 LG0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0494 ***********************************************************************
 LG0494  DESIGNATION -  RV 73
 LG0494  PID         -  LG0494
 LG0494  STATE/COUNTY-  NE/SEWARD
 LG0494  COUNTRY     -  US
 LG0494  USGS QUAD   -  GOEHNER (2017)
 LG0494
 LG0494                         *CURRENT SURVEY CONTROL
 LG0494  ______________________________________________________________________
 LG0494* NAD 83(1986) POSITION- 40 50 22.     (N) 097 12 42.     (W)   SCALED
 LG0494* NAVD 88 ORTHO HEIGHT -   468.464 (meters)     1536.95  (feet) ADJUSTED
 LG0494  ______________________________________________________________________
 LG0494  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 LG0494  DYNAMIC HEIGHT  -        468.214 (meters)     1536.13  (feet) COMP
 LG0494  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 LG0494
 LG0494  VERT ORDER      -  SECOND    CLASS 0
 LG0494
 LG0494.The horizontal coordinates were scaled from a map and have
 LG0494.an estimated accuracy of +/- 6 seconds.
 LG0494
 LG0494.The orthometric height was determined by differential leveling and
 LG0494.adjusted by the NATIONAL GEODETIC SURVEY
 LG0494.in June 1991.
 LG0494
 LG0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0494.GEOID18 height accuracy estimate available here.
 LG0494
 LG0494.Click photographs - Photos may exist for this station.
 LG0494
 LG0494.The dynamic height is computed by dividing the NAVD 88
 LG0494.geopotential number by the normal gravity value computed on the
 LG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0494.degrees latitude (g = 980.6199 gals.).
 LG0494
 LG0494.The modeled gravity was interpolated from observed gravity values.
 LG0494
 LG0494;                    North         East    Units  Estimated Accuracy
 LG0494;SPC NE       -   115,500.      735,060.      MT  (+/- 180 meters Scaled)
 LG0494
 LG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL507224(NAD 83)
 LG0494
 LG0494                          SUPERSEDED SURVEY CONTROL
 LG0494
 LG0494  NGVD 29 (??/??/92)  468.280  (m)         1536.35   (f) ADJ UNCH    2 0
 LG0494
 LG0494.Superseded values are not recommended for survey control.
 LG0494
 LG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0494.See file dsdata.pdf to determine how the superseded data were derived.
 LG0494
 LG0494_MARKER: R = RIVET
 LG0494_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0494_SP_SET: CULVERT HEADWALL
 LG0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0494+STABILITY: SURFACE MOTION
 LG0494
 LG0494  HISTORY     - Date     Condition        Report By
 LG0494  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0494  HISTORY     - 1938     GOOD             CGS
 LG0494  HISTORY     - 1938     GOOD             CGS
 LG0494
 LG0494                          STATION DESCRIPTION
 LG0494
 LG0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LG0494'0.8 MI NE FROM GOEHNER.
 LG0494'0.8 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0494'FROM THE STATION AT GOEHNER, SEWARD COUNTY, AT CONCRETE CULVERT
 LG0494'C 73, AND IN THE TOP OF THE SOUTH HEAD WALL.  A STANDARD
 LG0494'MONEL-METAL RIVET.
 LG0494
 LG0494                          STATION RECOVERY (1938)
 LG0494
 LG0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0489 ***********************************************************************
 LG0489  DESIGNATION -  RV 74
 LG0489  PID         -  LG0489
 LG0489  STATE/COUNTY-  NE/SEWARD
 LG0489  COUNTRY     -  US
 LG0489  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0489
 LG0489                         *CURRENT SURVEY CONTROL
 LG0489  ______________________________________________________________________
 LG0489* NAD 83(1986) POSITION- 40 46 35.     (N) 097 17 10.     (W)   SCALED
 LG0489* NAVD 88 ORTHO HEIGHT -   444.655 (meters)     1458.84  (feet) ADJUSTED
 LG0489  ______________________________________________________________________
 LG0489  GEOID HEIGHT    -        -26.872 (meters)                     GEOID18
 LG0489  DYNAMIC HEIGHT  -        444.413 (meters)     1458.05  (feet) COMP
 LG0489  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 LG0489
 LG0489  VERT ORDER      -  SECOND    CLASS 0
 LG0489
 LG0489.The horizontal coordinates were scaled from a map and have
 LG0489.an estimated accuracy of +/- 6 seconds.
 LG0489
 LG0489.The orthometric height was determined by differential leveling and
 LG0489.adjusted by the NATIONAL GEODETIC SURVEY
 LG0489.in June 1991.
 LG0489
 LG0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0489.GEOID18 height accuracy estimate available here.
 LG0489
 LG0489.Click photographs - Photos may exist for this station.
 LG0489
 LG0489.The dynamic height is computed by dividing the NAVD 88
 LG0489.geopotential number by the normal gravity value computed on the
 LG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0489.degrees latitude (g = 980.6199 gals.).
 LG0489
 LG0489.The modeled gravity was interpolated from observed gravity values.
 LG0489
 LG0489;                    North         East    Units  Estimated Accuracy
 LG0489;SPC NE       -   108,300.      729,010.      MT  (+/- 180 meters Scaled)
 LG0489
 LG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL446153(NAD 83)
 LG0489
 LG0489                          SUPERSEDED SURVEY CONTROL
 LG0489
 LG0489  NGVD 29 (??/??/92)  444.476  (m)         1458.25   (f) ADJ UNCH    2 0
 LG0489
 LG0489.Superseded values are not recommended for survey control.
 LG0489
 LG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0489.See file dsdata.pdf to determine how the superseded data were derived.
 LG0489
 LG0489_MARKER: R = RIVET
 LG0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0489_SP_SET: TANK FOUNDATION
 LG0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0489
 LG0489  HISTORY     - Date     Condition        Report By
 LG0489  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0489  HISTORY     - 1935     GOOD             CGS
 LG0489  HISTORY     - 1945     MARK NOT FOUND   CGS
 LG0489
 LG0489                          STATION DESCRIPTION
 LG0489
 LG0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0489'AT BEAVER CROSSING.
 LG0489'AT BEAVER CROSSING, SEWARD COUNTY, ON THE CHICAGO AND NORTH
 LG0489'WESTERN RAILWAY, 200 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LG0489'STATION, AT A WATER TANK, IN THE TOP OF THE WEST FOUNDATION,
 LG0489'AND 15 FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 LG0489
 LG0489                          STATION RECOVERY (1945)
 LG0489
 LG0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LG0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0485 ***********************************************************************
 LG0485  DESIGNATION -  RV 75
 LG0485  PID         -  LG0485
 LG0485  STATE/COUNTY-  NE/SEWARD
 LG0485  COUNTRY     -  US
 LG0485  USGS QUAD   -  FRIEND (2017)
 LG0485
 LG0485                         *CURRENT SURVEY CONTROL
 LG0485  ______________________________________________________________________
 LG0485* NAD 83(1986) POSITION- 40 43 37.     (N) 097 20 41.     (W)   SCALED
 LG0485* NAVD 88 ORTHO HEIGHT -   475.278 (meters)     1559.31  (feet) ADJUSTED
 LG0485  ______________________________________________________________________
 LG0485  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 LG0485  DYNAMIC HEIGHT  -        475.019 (meters)     1558.46  (feet) COMP
 LG0485  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LG0485
 LG0485  VERT ORDER      -  SECOND    CLASS 0
 LG0485
 LG0485.The horizontal coordinates were scaled from a map and have
 LG0485.an estimated accuracy of +/- 6 seconds.
 LG0485
 LG0485.The orthometric height was determined by differential leveling and
 LG0485.adjusted by the NATIONAL GEODETIC SURVEY
 LG0485.in June 1991.
 LG0485
 LG0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0485.GEOID18 height accuracy estimate available here.
 LG0485
 LG0485.Click photographs - Photos may exist for this station.
 LG0485
 LG0485.The dynamic height is computed by dividing the NAVD 88
 LG0485.geopotential number by the normal gravity value computed on the
 LG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0485.degrees latitude (g = 980.6199 gals.).
 LG0485
 LG0485.The modeled gravity was interpolated from observed gravity values.
 LG0485
 LG0485;                    North         East    Units  Estimated Accuracy
 LG0485;SPC NE       -   102,660.      724,230.      MT  (+/- 180 meters Scaled)
 LG0485
 LG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL397097(NAD 83)
 LG0485
 LG0485                          SUPERSEDED SURVEY CONTROL
 LG0485
 LG0485  NGVD 29 (??/??/92)  475.105  (m)         1558.74   (f) ADJ UNCH    2 0
 LG0485
 LG0485.Superseded values are not recommended for survey control.
 LG0485
 LG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0485.See file dsdata.pdf to determine how the superseded data were derived.
 LG0485
 LG0485_MARKER: R = RIVET
 LG0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0485_SP_SET: CULVERT HEADWALL
 LG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0485+STABILITY: SURFACE MOTION
 LG0485
 LG0485  HISTORY     - Date     Condition        Report By
 LG0485  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0485  HISTORY     - 1935     GOOD             CGS
 LG0485  HISTORY     - 1938     GOOD             CGS
 LG0485
 LG0485                          STATION DESCRIPTION
 LG0485
 LG0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0485'0.9 MI NE FROM CORDOVA.
 LG0485'0.9 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0485'FROM THE STATION AT CORDOVA, SEWARD COUNTY, AT CULVERT C 89, AND
 LG0485'IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD MONEL-METAL
 LG0485'RIVET.
 LG0485
 LG0485                          STATION RECOVERY (1938)
 LG0485
 LG0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0480 ***********************************************************************
 LG0480  DESIGNATION -  RV 76
 LG0480  PID         -  LG0480
 LG0480  STATE/COUNTY-  NE/FILLMORE
 LG0480  COUNTRY     -  US
 LG0480  USGS QUAD   -  EXETER (2017)
 LG0480
 LG0480                         *CURRENT SURVEY CONTROL
 LG0480  ______________________________________________________________________
 LG0480* NAD 83(1986) POSITION- 40 39 49.     (N) 097 24 55.     (W)   SCALED
 LG0480* NAVD 88 ORTHO HEIGHT -   485.282 (meters)     1592.13  (feet) ADJUSTED
 LG0480  ______________________________________________________________________
 LG0480  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 LG0480  DYNAMIC HEIGHT  -        485.016 (meters)     1591.26  (feet) COMP
 LG0480  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 LG0480
 LG0480  VERT ORDER      -  FIRST     CLASS II
 LG0480
 LG0480.The horizontal coordinates were scaled from a map and have
 LG0480.an estimated accuracy of +/- 6 seconds.
 LG0480
 LG0480.The orthometric height was determined by differential leveling and
 LG0480.adjusted by the NATIONAL GEODETIC SURVEY
 LG0480.in June 1991.
 LG0480
 LG0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0480.GEOID18 height accuracy estimate available here.
 LG0480
 LG0480.Click photographs - Photos may exist for this station.
 LG0480
 LG0480.The dynamic height is computed by dividing the NAVD 88
 LG0480.geopotential number by the normal gravity value computed on the
 LG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0480.degrees latitude (g = 980.6199 gals.).
 LG0480
 LG0480.The modeled gravity was interpolated from observed gravity values.
 LG0480
 LG0480;                    North         East    Units  Estimated Accuracy
 LG0480;SPC NE       -    95,450.      718,480.      MT  (+/- 180 meters Scaled)
 LG0480
 LG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL339026(NAD 83)
 LG0480
 LG0480                          SUPERSEDED SURVEY CONTROL
 LG0480
 LG0480  NGVD 29 (??/??/92)  485.117  (m)         1591.59   (f) ADJ UNCH    1 2
 LG0480
 LG0480.Superseded values are not recommended for survey control.
 LG0480
 LG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0480.See file dsdata.pdf to determine how the superseded data were derived.
 LG0480
 LG0480_MARKER: R = RIVET
 LG0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0480_SP_SET: CULVERT HEADWALL
 LG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0480+STABILITY: SURFACE MOTION
 LG0480
 LG0480  HISTORY     - Date     Condition        Report By
 LG0480  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0480  HISTORY     - 1935     GOOD             CGS
 LG0480  HISTORY     - 1940     GOOD             CGS
 LG0480
 LG0480                          STATION DESCRIPTION
 LG0480
 LG0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0480'2.3 MI NE FROM EXETER.
 LG0480'2.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0480'FROM THE STATION AT EXETER, FILLMORE COUNTY, 1.3 MILES NORTHEAST
 LG0480'OF THE JUNCTION OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LG0480'AT CONCRETE CULVERT C 97, AND IN THE TOP OF THE SOUTH END OF THE
 LG0480'CONCRETE HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 LG0480
 LG0480                          STATION RECOVERY (1940)
 LG0480
 LG0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 LG0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1295 ***********************************************************************
 MK1295  DESIGNATION -  RV 78
 MK1295  PID         -  MK1295
 MK1295  STATE/COUNTY-  NE/BUTLER
 MK1295  COUNTRY     -  US
 MK1295  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1295
 MK1295                         *CURRENT SURVEY CONTROL
 MK1295  ______________________________________________________________________
 MK1295* NAD 83(1986) POSITION- 41 15 17.     (N) 097 07 45.     (W)   SCALED
 MK1295* NAVD 88 ORTHO HEIGHT -   493.00  (+/-2cm)     1617.5   (feet) VERTCON
 MK1295  ______________________________________________________________________
 MK1295  GEOID HEIGHT    -        -25.975 (meters)                     GEOID18
 MK1295  VERT ORDER      -  ? (See Below)
 MK1295
 MK1295.The horizontal coordinates were scaled from a map and have
 MK1295.an estimated accuracy of +/- 6 seconds.
 MK1295
 MK1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1295
 MK1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1295.GEOID18 height accuracy estimate available here.
 MK1295
 MK1295.The vertical order pertains to the NGVD 29 superseded value.
 MK1295
 MK1295.Click photographs - Photos may exist for this station.
 MK1295
 MK1295;                    North         East    Units  Estimated Accuracy
 MK1295;SPC NE       -   161,800.      740,480.      MT  (+/- 180 meters Scaled)
 MK1295
 MK1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567687(NAD 83)
 MK1295
 MK1295                          SUPERSEDED SURVEY CONTROL
 MK1295
 MK1295  NGVD 29 (??/??/92)  492.826  (m)         1616.88   (f) ADJ UNCH       
 MK1295
 MK1295.Superseded values are not recommended for survey control.
 MK1295
 MK1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1295.See file dsdata.pdf to determine how the superseded data were derived.
 MK1295
 MK1295_MARKER: R = RIVET
 MK1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1295_SP_SET: PEDESTAL
 MK1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1295
 MK1295  HISTORY     - Date     Condition        Report By
 MK1295  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1295  HISTORY     - 1935     GOOD             CGS
 MK1295  HISTORY     - 1966     MARK NOT FOUND   CNWRR
 MK1295
 MK1295                          STATION DESCRIPTION
 MK1295
 MK1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1295'IN DAVID CITY.
 MK1295'ON THE WEST PEDESTAL OF THE WATER TANK FOUNDATION, ON PEDESTAL
 MK1295'NEAREST TRACK.
 MK1295
 MK1295                          STATION RECOVERY (1966)
 MK1295
 MK1295'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1966
 MK1295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1300 ***********************************************************************
 MK1300  DESIGNATION -  RV 79
 MK1300  PID         -  MK1300
 MK1300  STATE/COUNTY-  NE/BUTLER
 MK1300  COUNTRY     -  US
 MK1300  USGS QUAD   -  GARRISON (2017)
 MK1300
 MK1300                         *CURRENT SURVEY CONTROL
 MK1300  ______________________________________________________________________
 MK1300* NAD 83(1986) POSITION- 41 12 20.     (N) 097 11 43.     (W)   SCALED
 MK1300* NAVD 88 ORTHO HEIGHT -   485.208 (meters)     1591.89  (feet) ADJUSTED
 MK1300  ______________________________________________________________________
 MK1300  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 MK1300  DYNAMIC HEIGHT  -        484.981 (meters)     1591.14  (feet) COMP
 MK1300  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 MK1300
 MK1300  VERT ORDER      -  SECOND    CLASS 0
 MK1300
 MK1300.The horizontal coordinates were scaled from a map and have
 MK1300.an estimated accuracy of +/- 6 seconds.
 MK1300
 MK1300.The orthometric height was determined by differential leveling and
 MK1300.adjusted by the NATIONAL GEODETIC SURVEY
 MK1300.in June 1991.
 MK1300
 MK1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1300.GEOID18 height accuracy estimate available here.
 MK1300
 MK1300.Click photographs - Photos may exist for this station.
 MK1300
 MK1300.The dynamic height is computed by dividing the NAVD 88
 MK1300.geopotential number by the normal gravity value computed on the
 MK1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1300.degrees latitude (g = 980.6199 gals.).
 MK1300
 MK1300.The modeled gravity was interpolated from observed gravity values.
 MK1300
 MK1300;                    North         East    Units  Estimated Accuracy
 MK1300;SPC NE       -   156,170.      735,120.      MT  (+/- 180 meters Scaled)
 MK1300
 MK1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL513631(NAD 83)
 MK1300
 MK1300                          SUPERSEDED SURVEY CONTROL
 MK1300
 MK1300  NGVD 29 (??/??/92)  485.035  (m)         1591.32   (f) ADJ UNCH    2 0
 MK1300
 MK1300.Superseded values are not recommended for survey control.
 MK1300
 MK1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1300.See file dsdata.pdf to determine how the superseded data were derived.
 MK1300
 MK1300_MARKER: R = RIVET
 MK1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1300_SP_SET: BRIDGE
 MK1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1300
 MK1300  HISTORY     - Date     Condition        Report By
 MK1300  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1300  HISTORY     - 1935     GOOD             CGS
 MK1300
 MK1300                          STATION DESCRIPTION
 MK1300
 MK1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1300'1.6 MI NE FROM MILLERTON.
 MK1300'ON BRIDGE NO. A-54 3/5, ON THE CONCRETE HEADWALL, ON THE SOUTH
 MK1300'SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0121 ***********************************************************************
 NN0121  DESIGNATION -  RV 8
 NN0121  PID         -  NN0121
 NN0121  STATE/COUNTY-  NE/HOLT
 NN0121  COUNTRY     -  US
 NN0121  USGS QUAD   -  EWING (2017)
 NN0121
 NN0121                         *CURRENT SURVEY CONTROL
 NN0121  ______________________________________________________________________
 NN0121* NAD 83(1986) POSITION- 42 16 34.     (N) 098 22 20.     (W)   SCALED
 NN0121* NAVD 88 ORTHO HEIGHT -   568.764 (meters)     1866.02  (feet) ADJUSTED
 NN0121  ______________________________________________________________________
 NN0121  GEOID HEIGHT    -        -24.570 (meters)                     GEOID18
 NN0121  DYNAMIC HEIGHT  -        568.533 (meters)     1865.26  (feet) COMP
 NN0121  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 NN0121
 NN0121  VERT ORDER      -  SECOND    CLASS 0
 NN0121
 NN0121.The horizontal coordinates were scaled from a map and have
 NN0121.an estimated accuracy of +/- 6 seconds.
 NN0121
 NN0121.The orthometric height was determined by differential leveling and
 NN0121.adjusted by the NATIONAL GEODETIC SURVEY
 NN0121.in June 1991.
 NN0121
 NN0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0121.GEOID18 height accuracy estimate available here.
 NN0121
 NN0121.Click photographs - Photos may exist for this station.
 NN0121
 NN0121.The dynamic height is computed by dividing the NAVD 88
 NN0121.geopotential number by the normal gravity value computed on the
 NN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0121.degrees latitude (g = 980.6199 gals.).
 NN0121
 NN0121.The modeled gravity was interpolated from observed gravity values.
 NN0121
 NN0121;                    North         East    Units  Estimated Accuracy
 NN0121;SPC NE       -   272,480.      634,240.      MT  (+/- 180 meters Scaled)
 NN0121
 NN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM517806(NAD 83)
 NN0121
 NN0121                          SUPERSEDED SURVEY CONTROL
 NN0121
 NN0121  NGVD 29 (??/??/92)  568.550  (m)         1865.32   (f) ADJ UNCH    2 0
 NN0121
 NN0121.Superseded values are not recommended for survey control.
 NN0121
 NN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0121.See file dsdata.pdf to determine how the superseded data were derived.
 NN0121
 NN0121_MARKER: R = RIVET
 NN0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0121_SP_SET: BRIDGE
 NN0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0121
 NN0121  HISTORY     - Date     Condition        Report By
 NN0121  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0121  HISTORY     - 1935     GOOD             CGS
 NN0121
 NN0121                          STATION DESCRIPTION
 NN0121
 NN0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0121'1.8 MI NE FROM EWING.
 NN0121'1.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0121'FROM THE STATION AT EWING, HOLT COUNTY, AT BRIDGE 266-8/12, ON
 NN0121'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF A CONCRETE HEAD
 NN0121'WALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1306 ***********************************************************************
 MK1306  DESIGNATION -  RV 80
 MK1306  PID         -  MK1306
 MK1306  STATE/COUNTY-  NE/BUTLER
 MK1306  COUNTRY     -  US
 MK1306  USGS QUAD   -  SURPRISE (2017)
 MK1306
 MK1306                         *CURRENT SURVEY CONTROL
 MK1306  ______________________________________________________________________
 MK1306* NAD 83(1986) POSITION- 41 07 14.     (N) 097 17 23.     (W)   SCALED
 MK1306* NAVD 88 ORTHO HEIGHT -   485.442 (meters)     1592.65  (feet) ADJUSTED
 MK1306  ______________________________________________________________________
 MK1306  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 MK1306  DYNAMIC HEIGHT  -        485.201 (meters)     1591.86  (feet) COMP
 MK1306  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 MK1306
 MK1306  VERT ORDER      -  SECOND    CLASS 0
 MK1306
 MK1306.The horizontal coordinates were scaled from a map and have
 MK1306.an estimated accuracy of +/- 6 seconds.
 MK1306
 MK1306.The orthometric height was determined by differential leveling and
 MK1306.adjusted by the NATIONAL GEODETIC SURVEY
 MK1306.in June 1991.
 MK1306
 MK1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1306.GEOID18 height accuracy estimate available here.
 MK1306
 MK1306.Click photographs - Photos may exist for this station.
 MK1306
 MK1306.The dynamic height is computed by dividing the NAVD 88
 MK1306.geopotential number by the normal gravity value computed on the
 MK1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1306.degrees latitude (g = 980.6199 gals.).
 MK1306
 MK1306.The modeled gravity was interpolated from observed gravity values.
 MK1306
 MK1306;                    North         East    Units  Estimated Accuracy
 MK1306;SPC NE       -   146,480.      727,500.      MT  (+/- 180 meters Scaled)
 MK1306
 MK1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL435535(NAD 83)
 MK1306
 MK1306                          SUPERSEDED SURVEY CONTROL
 MK1306
 MK1306  NGVD 29 (??/??/92)  485.255  (m)         1592.04   (f) ADJ UNCH    2 0
 MK1306
 MK1306.Superseded values are not recommended for survey control.
 MK1306
 MK1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1306.See file dsdata.pdf to determine how the superseded data were derived.
 MK1306
 MK1306_MARKER: R = RIVET
 MK1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1306_SP_SET: BRIDGE
 MK1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1306
 MK1306  HISTORY     - Date     Condition        Report By
 MK1306  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1306  HISTORY     - 1935     GOOD             CGS
 MK1306
 MK1306                          STATION DESCRIPTION
 MK1306
 MK1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1306'1.5 MI NE FROM SURPRISE.
 MK1306'ON BRIDGE NO. A-58 1/7, ON THE CONCRETE HEADWALL, ON THE SOUTH SIDE
 MK1306'OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1308 ***********************************************************************
 MK1308  DESIGNATION -  RV 81
 MK1308  PID         -  MK1308
 MK1308  STATE/COUNTY-  NE/BUTLER
 MK1308  COUNTRY     -  US
 MK1308  USGS QUAD   -  SURPRISE (2017)
 MK1308
 MK1308                         *CURRENT SURVEY CONTROL
 MK1308  ______________________________________________________________________
 MK1308* NAD 83(1986) POSITION- 41 06 13.     (N) 097 18 15.     (W)   SCALED
 MK1308* NAVD 88 ORTHO HEIGHT -   467.668 (meters)     1534.34  (feet) ADJUSTED
 MK1308  ______________________________________________________________________
 MK1308  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 MK1308  DYNAMIC HEIGHT  -        467.433 (meters)     1533.57  (feet) COMP
 MK1308  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 MK1308
 MK1308  VERT ORDER      -  SECOND    CLASS 0
 MK1308
 MK1308.The horizontal coordinates were scaled from a map and have
 MK1308.an estimated accuracy of +/- 6 seconds.
 MK1308
 MK1308.The orthometric height was determined by differential leveling and
 MK1308.adjusted by the NATIONAL GEODETIC SURVEY
 MK1308.in June 1991.
 MK1308
 MK1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1308.GEOID18 height accuracy estimate available here.
 MK1308
 MK1308.Click photographs - Photos may exist for this station.
 MK1308
 MK1308.The dynamic height is computed by dividing the NAVD 88
 MK1308.geopotential number by the normal gravity value computed on the
 MK1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1308.degrees latitude (g = 980.6199 gals.).
 MK1308
 MK1308.The modeled gravity was interpolated from observed gravity values.
 MK1308
 MK1308;                    North         East    Units  Estimated Accuracy
 MK1308;SPC NE       -   144,560.      726,350.      MT  (+/- 180 meters Scaled)
 MK1308
 MK1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL424516(NAD 83)
 MK1308
 MK1308                          SUPERSEDED SURVEY CONTROL
 MK1308
 MK1308  NGVD 29 (??/??/92)  467.482  (m)         1533.73   (f) ADJ UNCH    2 0
 MK1308
 MK1308.Superseded values are not recommended for survey control.
 MK1308
 MK1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1308.See file dsdata.pdf to determine how the superseded data were derived.
 MK1308
 MK1308_MARKER: R = RIVET
 MK1308_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK1308+WITH SETTING: PAVEMENT
 MK1308_SP_SET: TOWER LEG BASE
 MK1308_MARK LOGO: NONE
 MK1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1308+STABILITY: SURFACE MOTION
 MK1308
 MK1308  HISTORY     - Date     Condition        Report By
 MK1308  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1308  HISTORY     - 1935     GOOD             CGS
 MK1308  HISTORY     - 1942     GOOD             CGS
 MK1308  HISTORY     - 19950510 GOOD             NGS
 MK1308
 MK1308                          STATION DESCRIPTION
 MK1308
 MK1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1308'IN SURPRISE.
 MK1308'ON THE FOUNDATION OF WINDMILL TOWER, THE SOUTHWEST LEG OF CONCRETE
 MK1308'PEDESTAL.
 MK1308
 MK1308                          STATION RECOVERY (1942)
 MK1308
 MK1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MK1308'RECOVERED IN GOOD CONDITION.
 MK1308
 MK1308                          STATION RECOVERY (1995)
 MK1308
 MK1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1308'AT SURPRISE, ON ABONDONED RAILROAD AT A WINDMILL TOWER, GO 25 PACES
 MK1308'NORTH OF CENTERLINE 25 INCHES OF SMALL STREAM, FROM S-12 E SPUR AND
 MK1308'MAIN GO EAST 58 FEET, (17.7 M) ON MAIN GO 0.35 MILES (0.56 KM) TO BM
 MK1308'ON LEFT N SIDE OF ROAD.  MARK IS IN THE TREES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1310 ***********************************************************************
 MK1310  DESIGNATION -  RV 82
 MK1310  PID         -  MK1310
 MK1310  STATE/COUNTY-  NE/BUTLER
 MK1310  COUNTRY     -  US
 MK1310  USGS QUAD   -  SURPRISE (2017)
 MK1310
 MK1310                         *CURRENT SURVEY CONTROL
 MK1310  ______________________________________________________________________
 MK1310* NAD 83(1986) POSITION- 41 04 10.     (N) 097 20 59.     (W)   SCALED
 MK1310* NAVD 88 ORTHO HEIGHT -   492.874 (meters)     1617.04  (feet) ADJUSTED
 MK1310  ______________________________________________________________________
 MK1310  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 MK1310  DYNAMIC HEIGHT  -        492.624 (meters)     1616.22  (feet) COMP
 MK1310  MODELED GRAVITY -    980,100.7   (mgal)                       NAVD 88
 MK1310
 MK1310  VERT ORDER      -  SECOND    CLASS 0
 MK1310
 MK1310.The horizontal coordinates were scaled from a map and have
 MK1310.an estimated accuracy of +/- 6 seconds.
 MK1310
 MK1310.The orthometric height was determined by differential leveling and
 MK1310.adjusted by the NATIONAL GEODETIC SURVEY
 MK1310.in June 1991.
 MK1310
 MK1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1310.GEOID18 height accuracy estimate available here.
 MK1310
 MK1310.Click photographs - Photos may exist for this station.
 MK1310
 MK1310.The dynamic height is computed by dividing the NAVD 88
 MK1310.geopotential number by the normal gravity value computed on the
 MK1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1310.degrees latitude (g = 980.6199 gals.).
 MK1310
 MK1310.The modeled gravity was interpolated from observed gravity values.
 MK1310
 MK1310;                    North         East    Units  Estimated Accuracy
 MK1310;SPC NE       -   140,650.      722,640.      MT  (+/- 180 meters Scaled)
 MK1310
 MK1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL386477(NAD 83)
 MK1310
 MK1310                          SUPERSEDED SURVEY CONTROL
 MK1310
 MK1310  NGVD 29 (??/??/92)  492.679  (m)         1616.40   (f) ADJ UNCH    2 0
 MK1310
 MK1310.Superseded values are not recommended for survey control.
 MK1310
 MK1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1310.See file dsdata.pdf to determine how the superseded data were derived.
 MK1310
 MK1310_MARKER: R = RIVET
 MK1310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1310_SP_SET: BRIDGE
 MK1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1310
 MK1310  HISTORY     - Date     Condition        Report By
 MK1310  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1310  HISTORY     - 1935     GOOD             CGS
 MK1310  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1310
 MK1310                          STATION DESCRIPTION
 MK1310
 MK1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1310'3.4 MI SW FROM SURPRISE.
 MK1310'ON BRIDGE NO. A-65 1/2, ON THE MASONRY HEADWALL, ON THE SOUTH
 MK1310'SIDE OF TRACK.
 MK1310
 MK1310                          STATION RECOVERY (1995)
 MK1310
 MK1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1310'SEARCHED FOR BUT COULD NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1314 ***********************************************************************
 MK1314  DESIGNATION -  RV 83
 MK1314  PID         -  MK1314
 MK1314  STATE/COUNTY-  NE/YORK
 MK1314  COUNTRY     -  US
 MK1314  USGS QUAD   -  GRESHAM (2017)
 MK1314
 MK1314                         *CURRENT SURVEY CONTROL
 MK1314  ______________________________________________________________________
 MK1314* NAD 83(1986) POSITION- 41 01 13.     (N) 097 24 51.     (W)   SCALED
 MK1314* NAVD 88 ORTHO HEIGHT -   492.199 (meters)     1614.82  (feet) ADJUSTED
 MK1314  ______________________________________________________________________
 MK1314  GEOID HEIGHT    -        -26.263 (meters)                     GEOID18
 MK1314  DYNAMIC HEIGHT  -        491.948 (meters)     1614.00  (feet) COMP
 MK1314  MODELED GRAVITY -    980,098.9   (mgal)                       NAVD 88
 MK1314
 MK1314  VERT ORDER      -  SECOND    CLASS 0
 MK1314
 MK1314.The horizontal coordinates were scaled from a map and have
 MK1314.an estimated accuracy of +/- 6 seconds.
 MK1314
 MK1314.The orthometric height was determined by differential leveling and
 MK1314.adjusted by the NATIONAL GEODETIC SURVEY
 MK1314.in June 1991.
 MK1314
 MK1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1314.GEOID18 height accuracy estimate available here.
 MK1314
 MK1314.Click photographs - Photos may exist for this station.
 MK1314
 MK1314.The dynamic height is computed by dividing the NAVD 88
 MK1314.geopotential number by the normal gravity value computed on the
 MK1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1314.degrees latitude (g = 980.6199 gals.).
 MK1314
 MK1314.The modeled gravity was interpolated from observed gravity values.
 MK1314
 MK1314;                    North         East    Units  Estimated Accuracy
 MK1314;SPC NE       -   135,030.      717,390.      MT  (+/- 180 meters Scaled)
 MK1314
 MK1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL333422(NAD 83)
 MK1314
 MK1314                          SUPERSEDED SURVEY CONTROL
 MK1314
 MK1314  NGVD 29 (??/??/92)  492.003  (m)         1614.18   (f) ADJ UNCH    2 0
 MK1314
 MK1314.Superseded values are not recommended for survey control.
 MK1314
 MK1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1314.See file dsdata.pdf to determine how the superseded data were derived.
 MK1314
 MK1314_MARKER: R = RIVET
 MK1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1314_SP_SET: BRIDGE
 MK1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1314
 MK1314  HISTORY     - Date     Condition        Report By
 MK1314  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1314  HISTORY     - 1935     GOOD             CGS
 MK1314
 MK1314                          STATION DESCRIPTION
 MK1314
 MK1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1314'0.9 MI SW FROM GRESHAM.
 MK1314'ON BRIDGE NO. A-68 1/2, ON THE MASONRY HEADWALL, ON THE SOUTH
 MK1314'SIDE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0536 ***********************************************************************
 LG0536  DESIGNATION -  RV 84
 LG0536  PID         -  LG0536
 LG0536  STATE/COUNTY-  NE/YORK
 LG0536  COUNTRY     -  US
 LG0536  USGS QUAD   -  WACO (2017)
 LG0536
 LG0536                         *CURRENT SURVEY CONTROL
 LG0536  ______________________________________________________________________
 LG0536* NAD 83(1986) POSITION- 40 59 17.     (N) 097 27 20.     (W)   SCALED
 LG0536* NAVD 88 ORTHO HEIGHT -   474.604 (meters)     1557.10  (feet) ADJUSTED
 LG0536  ______________________________________________________________________
 LG0536  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 LG0536  DYNAMIC HEIGHT  -        474.362 (meters)     1556.30  (feet) COMP
 LG0536  MODELED GRAVITY -    980,099.8   (mgal)                       NAVD 88
 LG0536
 LG0536  VERT ORDER      -  SECOND    CLASS 0
 LG0536
 LG0536.The horizontal coordinates were scaled from a map and have
 LG0536.an estimated accuracy of +/- 6 seconds.
 LG0536
 LG0536.The orthometric height was determined by differential leveling and
 LG0536.adjusted by the NATIONAL GEODETIC SURVEY
 LG0536.in June 1991.
 LG0536
 LG0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0536.GEOID18 height accuracy estimate available here.
 LG0536
 LG0536.Click photographs - Photos may exist for this station.
 LG0536
 LG0536.The dynamic height is computed by dividing the NAVD 88
 LG0536.geopotential number by the normal gravity value computed on the
 LG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0536.degrees latitude (g = 980.6199 gals.).
 LG0536
 LG0536.The modeled gravity was interpolated from observed gravity values.
 LG0536
 LG0536;                    North         East    Units  Estimated Accuracy
 LG0536;SPC NE       -   131,350.      714,020.      MT  (+/- 180 meters Scaled)
 LG0536
 LG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL299385(NAD 83)
 LG0536
 LG0536                          SUPERSEDED SURVEY CONTROL
 LG0536
 LG0536  NGVD 29 (??/??/92)  474.410  (m)         1556.46   (f) ADJ UNCH    2 0
 LG0536
 LG0536.Superseded values are not recommended for survey control.
 LG0536
 LG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0536.See file dsdata.pdf to determine how the superseded data were derived.
 LG0536
 LG0536_MARKER: R = RIVET
 LG0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0536_SP_SET: BRIDGE
 LG0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0536
 LG0536  HISTORY     - Date     Condition        Report By
 LG0536  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0536  HISTORY     - 1935     GOOD             CGS
 LG0536
 LG0536                          STATION DESCRIPTION
 LG0536
 LG0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0536'2.7 MI NE FROM THAYER.
 LG0536'2.7 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0536'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, AT
 LG0536'BRIDGE A 75, IN THE TOP OF THE MASONRY HEAD WALL, AND ON THE
 LG0536'SOUTH SIDE OF THE OLD ROADBED.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0702 ***********************************************************************
 LG0702  DESIGNATION -  RV 85
 LG0702  PID         -  LG0702
 LG0702  STATE/COUNTY-  NE/YORK
 LG0702  COUNTRY     -  US
 LG0702  USGS QUAD   -  YORK NORTH (2017)
 LG0702
 LG0702                         *CURRENT SURVEY CONTROL
 LG0702  ______________________________________________________________________
 LG0702* NAD 83(1986) POSITION- 40 57 33.     (N) 097 30 42.     (W)   SCALED
 LG0702* NAVD 88 ORTHO HEIGHT -   486.800 (meters)     1597.11  (feet) ADJUSTED
 LG0702  ______________________________________________________________________
 LG0702  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 LG0702  DYNAMIC HEIGHT  -        486.549 (meters)     1596.29  (feet) COMP
 LG0702  MODELED GRAVITY -    980,093.3   (mgal)                       NAVD 88
 LG0702
 LG0702  VERT ORDER      -  SECOND    CLASS 0
 LG0702
 LG0702.The horizontal coordinates were scaled from a map and have
 LG0702.an estimated accuracy of +/- 6 seconds.
 LG0702
 LG0702.The orthometric height was determined by differential leveling and
 LG0702.adjusted by the NATIONAL GEODETIC SURVEY
 LG0702.in June 1991.
 LG0702
 LG0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0702.GEOID18 height accuracy estimate available here.
 LG0702
 LG0702.Click photographs - Photos may exist for this station.
 LG0702
 LG0702.The dynamic height is computed by dividing the NAVD 88
 LG0702.geopotential number by the normal gravity value computed on the
 LG0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0702.degrees latitude (g = 980.6199 gals.).
 LG0702
 LG0702.The modeled gravity was interpolated from observed gravity values.
 LG0702
 LG0702;                    North         East    Units  Estimated Accuracy
 LG0702;SPC NE       -   128,010.      709,400.      MT  (+/- 180 meters Scaled)
 LG0702
 LG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL252352(NAD 83)
 LG0702
 LG0702                          SUPERSEDED SURVEY CONTROL
 LG0702
 LG0702  NGVD 29 (??/??/92)  486.602  (m)         1596.46   (f) ADJ UNCH    2 0
 LG0702
 LG0702.Superseded values are not recommended for survey control.
 LG0702
 LG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0702.See file dsdata.pdf to determine how the superseded data were derived.
 LG0702
 LG0702_MARKER: R = RIVET
 LG0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0702_SP_SET: BRIDGE
 LG0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0702
 LG0702  HISTORY     - Date     Condition        Report By
 LG0702  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0702  HISTORY     - 1935     GOOD             CGS
 LG0702
 LG0702                          STATION DESCRIPTION
 LG0702
 LG0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0702'1.1 MI SW FROM THAYER.
 LG0702'1.1 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0702'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, AT
 LG0702'BRIDGE A 80, IN THE TOP OF THE SOUTH MASONRY HEAD WALL, AND
 LG0702'ON THE SOUTH SIDE OF THE OLD ROADBED.  A STANDARD MONEL-METAL
 LG0702'RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0705 ***********************************************************************
 LG0705  DESIGNATION -  RV 86
 LG0705  PID         -  LG0705
 LG0705  STATE/COUNTY-  NE/YORK
 LG0705  COUNTRY     -  US
 LG0705  USGS QUAD   -  YORK NORTH (2017)
 LG0705
 LG0705                         *CURRENT SURVEY CONTROL
 LG0705  ______________________________________________________________________
 LG0705* NAD 83(1986) POSITION- 40 54 40.     (N) 097 32 46.     (W)   SCALED
 LG0705* NAVD 88 ORTHO HEIGHT -   501.034 (meters)     1643.81  (feet) ADJUSTED
 LG0705  ______________________________________________________________________
 LG0705  GEOID HEIGHT    -        -26.332 (meters)                     GEOID18
 LG0705  DYNAMIC HEIGHT  -        500.771 (meters)     1642.95  (feet) COMP
 LG0705  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 LG0705
 LG0705  VERT ORDER      -  SECOND    CLASS 0
 LG0705
 LG0705.The horizontal coordinates were scaled from a map and have
 LG0705.an estimated accuracy of +/- 6 seconds.
 LG0705
 LG0705.The orthometric height was determined by differential leveling and
 LG0705.adjusted by the NATIONAL GEODETIC SURVEY
 LG0705.in June 1991.
 LG0705
 LG0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0705.GEOID18 height accuracy estimate available here.
 LG0705
 LG0705.Click photographs - Photos may exist for this station.
 LG0705
 LG0705.The dynamic height is computed by dividing the NAVD 88
 LG0705.geopotential number by the normal gravity value computed on the
 LG0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0705.degrees latitude (g = 980.6199 gals.).
 LG0705
 LG0705.The modeled gravity was interpolated from observed gravity values.
 LG0705
 LG0705;                    North         East    Units  Estimated Accuracy
 LG0705;SPC NE       -   122,600.      706,650.      MT  (+/- 180 meters Scaled)
 LG0705
 LG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL224299(NAD 83)
 LG0705
 LG0705                          SUPERSEDED SURVEY CONTROL
 LG0705
 LG0705  NGVD 29 (??/??/92)  500.830  (m)         1643.14   (f) ADJ UNCH    2 0
 LG0705
 LG0705.Superseded values are not recommended for survey control.
 LG0705
 LG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0705.See file dsdata.pdf to determine how the superseded data were derived.
 LG0705
 LG0705_MARKER: R = RIVET
 LG0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0705_SP_SET: BRIDGE
 LG0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0705
 LG0705  HISTORY     - Date     Condition        Report By
 LG0705  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0705  HISTORY     - 1935     GOOD             CGS
 LG0705
 LG0705                          STATION DESCRIPTION
 LG0705
 LG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0705'3.7 MI NE FROM YORK.
 LG0705'3.7 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0705'WESTERN RAILWAY FROM THE HIGH SCHOOL AT YORK, YORK COUNTY, AT
 LG0705'BRIDGE A 82-4/5, IN THE TOP OF THE EAST END OF THE CONCRETE
 LG0705'HEAD WALL, AND ON THE SOUTH SIDE OF THE OLD ROADBED.  A STANDARD
 LG0705'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0124 ***********************************************************************
 NN0124  DESIGNATION -  RV 9
 NN0124  PID         -  NN0124
 NN0124  STATE/COUNTY-  NE/HOLT
 NN0124  COUNTRY     -  US
 NN0124  USGS QUAD   -  DELOIT NE (2017)
 NN0124
 NN0124                         *CURRENT SURVEY CONTROL
 NN0124  ______________________________________________________________________
 NN0124* NAD 83(1986) POSITION- 42 14 38.     (N) 098 19 43.     (W)   SCALED
 NN0124* NAVD 88 ORTHO HEIGHT -   563.058 (meters)     1847.30  (feet) ADJUSTED
 NN0124  ______________________________________________________________________
 NN0124  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 NN0124  DYNAMIC HEIGHT  -        562.831 (meters)     1846.55  (feet) COMP
 NN0124  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 NN0124
 NN0124  VERT ORDER      -  SECOND    CLASS 0
 NN0124
 NN0124.The horizontal coordinates were scaled from a map and have
 NN0124.an estimated accuracy of +/- 6 seconds.
 NN0124
 NN0124.The orthometric height was determined by differential leveling and
 NN0124.adjusted by the NATIONAL GEODETIC SURVEY
 NN0124.in June 1991.
 NN0124
 NN0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0124.GEOID18 height accuracy estimate available here.
 NN0124
 NN0124.Click photographs - Photos may exist for this station.
 NN0124
 NN0124.The dynamic height is computed by dividing the NAVD 88
 NN0124.geopotential number by the normal gravity value computed on the
 NN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0124.degrees latitude (g = 980.6199 gals.).
 NN0124
 NN0124.The modeled gravity was interpolated from observed gravity values.
 NN0124
 NN0124;                    North         East    Units  Estimated Accuracy
 NN0124;SPC NE       -   268,970.      637,900.      MT  (+/- 180 meters Scaled)
 NN0124
 NN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM553770(NAD 83)
 NN0124
 NN0124                          SUPERSEDED SURVEY CONTROL
 NN0124
 NN0124  NGVD 29 (??/??/92)  562.847  (m)         1846.61   (f) ADJ UNCH    2 0
 NN0124
 NN0124.Superseded values are not recommended for survey control.
 NN0124
 NN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0124.See file dsdata.pdf to determine how the superseded data were derived.
 NN0124
 NN0124_MARKER: R = RIVET
 NN0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0124_SP_SET: WALL
 NN0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0124
 NN0124  HISTORY     - Date     Condition        Report By
 NN0124  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0124  HISTORY     - 1935     GOOD             CGS
 NN0124
 NN0124                          STATION DESCRIPTION
 NN0124
 NN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0124'1.4 MI NE FROM EWING.
 NN0124'1.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0124'FROM THE STATION AT EWING, HOLT COUNTY, AT BRIDGE 263-1/2, ON
 NN0124'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0124'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0382 ***********************************************************************
 LG0382  DESIGNATION -  RV 91
 LG0382  PID         -  LG0382
 LG0382  STATE/COUNTY-  NE/LANCASTER
 LG0382  COUNTRY     -  US
 LG0382  USGS QUAD   -  DAVEY (2017)
 LG0382
 LG0382                         *CURRENT SURVEY CONTROL
 LG0382  ______________________________________________________________________
 LG0382* NAD 83(1986) POSITION- 40 52 42.     (N) 096 40 16.     (W)   SCALED
 LG0382* NAVD 88 ORTHO HEIGHT -   349.370 (meters)     1146.22  (feet) ADJUSTED
 LG0382  ______________________________________________________________________
 LG0382  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 LG0382  DYNAMIC HEIGHT  -        349.217 (meters)     1145.72  (feet) COMP
 LG0382  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 LG0382
 LG0382  VERT ORDER      -  SECOND    CLASS 0
 LG0382
 LG0382.The horizontal coordinates were scaled from a map and have
 LG0382.an estimated accuracy of +/- 6 seconds.
 LG0382
 LG0382.The orthometric height was determined by differential leveling and
 LG0382.adjusted by the NATIONAL GEODETIC SURVEY
 LG0382.in June 1991.
 LG0382
 LG0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0382.GEOID18 height accuracy estimate available here.
 LG0382
 LG0382.Click photographs - Photos may exist for this station.
 LG0382
 LG0382.The dynamic height is computed by dividing the NAVD 88
 LG0382.geopotential number by the normal gravity value computed on the
 LG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0382.degrees latitude (g = 980.6199 gals.).
 LG0382
 LG0382.The modeled gravity was interpolated from observed gravity values.
 LG0382
 LG0382;                    North         East    Units  Estimated Accuracy
 LG0382;SPC NE       -   121,420.      780,440.      MT  (+/- 180 meters Scaled)
 LG0382
 LG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL962278(NAD 83)
 LG0382
 LG0382                          SUPERSEDED SURVEY CONTROL
 LG0382
 LG0382  NGVD 29 (??/??/92)  349.266  (m)         1145.88   (f) ADJ UNCH    2 0
 LG0382
 LG0382.Superseded values are not recommended for survey control.
 LG0382
 LG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0382.See file dsdata.pdf to determine how the superseded data were derived.
 LG0382
 LG0382_MARKER: R = RIVET
 LG0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0382_SP_SET: PIPE CULVERT
 LG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0382+STABILITY: SURFACE MOTION
 LG0382
 LG0382  HISTORY     - Date     Condition        Report By
 LG0382  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0382  HISTORY     - 1935     GOOD             CGS
 LG0382
 LG0382                          STATION DESCRIPTION
 LG0382
 LG0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0382'1.1 MI S FROM ARBOR.
 LG0382'1.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0382'THE STATION AT ARBOR, LANCASTER COUNTY, AT REINFORCED-CONCRETE
 LG0382'PIPE CULVERT 86+2, IN THE TOP OF THE SOUTH END, 15 FEET EAST OF
 LG0382'THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD
 LG0382'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0923 ***********************************************************************
 MK0923  DESIGNATION -  RV 94
 MK0923  PID         -  MK0923
 MK0923  STATE/COUNTY-  NE/LANCASTER
 MK0923  COUNTRY     -  US
 MK0923  USGS QUAD   -  CERESCO (2017)
 MK0923
 MK0923                         *CURRENT SURVEY CONTROL
 MK0923  ______________________________________________________________________
 MK0923* NAD 83(1986) POSITION- 41 01 20.     (N) 096 38 29.     (W)   SCALED
 MK0923* NAVD 88 ORTHO HEIGHT -   359.127 (meters)     1178.24  (feet) ADJUSTED
 MK0923  ______________________________________________________________________
 MK0923  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 MK0923  DYNAMIC HEIGHT  -        358.966 (meters)     1177.71  (feet) COMP
 MK0923  MODELED GRAVITY -    980,164.9   (mgal)                       NAVD 88
 MK0923
 MK0923  VERT ORDER      -  SECOND    CLASS 0
 MK0923
 MK0923.The horizontal coordinates were scaled from a map and have
 MK0923.an estimated accuracy of +/- 6 seconds.
 MK0923
 MK0923.The orthometric height was determined by differential leveling and
 MK0923.adjusted by the NATIONAL GEODETIC SURVEY
 MK0923.in June 1991.
 MK0923
 MK0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0923.GEOID18 height accuracy estimate available here.
 MK0923
 MK0923.Click photographs - Photos may exist for this station.
 MK0923
 MK0923.The dynamic height is computed by dividing the NAVD 88
 MK0923.geopotential number by the normal gravity value computed on the
 MK0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0923.degrees latitude (g = 980.6199 gals.).
 MK0923
 MK0923.The modeled gravity was interpolated from observed gravity values.
 MK0923
 MK0923;                    North         East    Units  Estimated Accuracy
 MK0923;SPC NE       -   137,480.      782,330.      MT  (+/- 180 meters Scaled)
 MK0923
 MK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL983439(NAD 83)
 MK0923
 MK0923                          SUPERSEDED SURVEY CONTROL
 MK0923
 MK0923  NGVD 29 (??/??/92)  359.005  (m)         1177.84   (f) ADJ UNCH    2 0
 MK0923
 MK0923.Superseded values are not recommended for survey control.
 MK0923
 MK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0923.See file dsdata.pdf to determine how the superseded data were derived.
 MK0923
 MK0923_MARKER: R = RIVET
 MK0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0923_SP_SET: BRIDGE ABUTMENT
 MK0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0923
 MK0923  HISTORY     - Date     Condition        Report By
 MK0923  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0923  HISTORY     - 1935     GOOD             CGS
 MK0923  HISTORY     - 1984     GOOD             NGS
 MK0923
 MK0923                          STATION DESCRIPTION
 MK0923
 MK0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0923'2.3 MI S FROM CERESCO.
 MK0923'2.3 MILES SOUTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0923'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, IN EAST END
 MK0923'OF NORTH ABUTMENT OF BRIDGE 56 B, 32.9 FEET SOUTH OF ROAD CROSSING,
 MK0923'5.7 FEET EAST OF EAST RAIL.
 MK0923
 MK0923                          STATION RECOVERY (1984)
 MK0923
 MK0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MK0923'ABOUT 0.08 KM (0.05 KM) SOUTH FROM THE POST OFFICE AT CERESCO, THENCE
 MK0923'0.48 KM (0.3 MI) LEFT AND EAST ALONG A PAVED STREET, THENCE 3.94 KM
 MK0923'(2.94 MI) RIGHT AND SOUTH ALONG U.S. HIGHWAY 77 TO A PRIVATE DRIVE
 MK0923'LEADING WEST, THENCE 0.08 KM (0.05 MI) RIGHT AND WEST ALONG THE
 MK0923'PRIVATE ROAD TO AN OLD RAILROAD CULVERT AND THE RIVET ON THE LEFT,
 MK0923'10.1 M (33.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, IN THE EAST
 MK0923'END OF THE NORTH ABUTMENT. ALTHOUGH THE OLD RAILROAD IS GONE, THE
 MK0923'PROERTY OWNER DOES NOT INTEND TO REMOVE THE OLD CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0926 ***********************************************************************
 MK0926  DESIGNATION -  RV 95
 MK0926  PID         -  MK0926
 MK0926  STATE/COUNTY-  NE/SAUNDERS
 MK0926  COUNTRY     -  US
 MK0926  USGS QUAD   -  CERESCO (2017)
 MK0926
 MK0926                         *CURRENT SURVEY CONTROL
 MK0926  ______________________________________________________________________
 MK0926* NAD 83(1986) POSITION- 41 04 07.     (N) 096 38 25.     (W)   SCALED
 MK0926* NAVD 88 ORTHO HEIGHT -   370.332 (meters)     1215.00  (feet) ADJUSTED
 MK0926  ______________________________________________________________________
 MK0926  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 MK0926  DYNAMIC HEIGHT  -        370.163 (meters)     1214.44  (feet) COMP
 MK0926  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 MK0926
 MK0926  VERT ORDER      -  SECOND    CLASS 0
 MK0926
 MK0926.The horizontal coordinates were scaled from a map and have
 MK0926.an estimated accuracy of +/- 6 seconds.
 MK0926
 MK0926.The orthometric height was determined by differential leveling and
 MK0926.adjusted by the NATIONAL GEODETIC SURVEY
 MK0926.in June 1991.
 MK0926
 MK0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0926.GEOID18 height accuracy estimate available here.
 MK0926
 MK0926.Click photographs - Photos may exist for this station.
 MK0926
 MK0926.The dynamic height is computed by dividing the NAVD 88
 MK0926.geopotential number by the normal gravity value computed on the
 MK0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0926.degrees latitude (g = 980.6199 gals.).
 MK0926
 MK0926.The modeled gravity was interpolated from observed gravity values.
 MK0926
 MK0926;                    North         East    Units  Estimated Accuracy
 MK0926;SPC NE       -   142,630.      782,220.      MT  (+/- 180 meters Scaled)
 MK0926
 MK0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982490(NAD 83)
 MK0926
 MK0926                          SUPERSEDED SURVEY CONTROL
 MK0926
 MK0926  NGVD 29 (??/??/92)  370.203  (m)         1214.57   (f) ADJ UNCH    2 0
 MK0926
 MK0926.Superseded values are not recommended for survey control.
 MK0926
 MK0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0926.See file dsdata.pdf to determine how the superseded data were derived.
 MK0926
 MK0926_MARKER: R = RIVET
 MK0926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0926_SP_SET: CULVERT HEADWALL
 MK0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0926+STABILITY: SURFACE MOTION
 MK0926
 MK0926  HISTORY     - Date     Condition        Report By
 MK0926  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0926  HISTORY     - 1935     GOOD             CGS
 MK0926  HISTORY     - 1979     GOOD             LOCENG
 MK0926
 MK0926                          STATION DESCRIPTION
 MK0926
 MK0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0926'0.8 MI N FROM CERESCO.
 MK0926'0.8 MILE NORTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0926'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, IN TOP
 MK0926'CENTER OF EAST HEADWALL OF CULVERT B 46.  315 FEET SOUTH OF ROAD
 MK0926'CROSSING, 35.8 FEET WEST OF CENTER LINE OF STATE HIGHWAY 77,
 MK0926'AND 15.2 FEET EAST OF EAST RAIL.
 MK0926
 MK0926                          STATION RECOVERY (1979)
 MK0926
 MK0926'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MK0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0932 ***********************************************************************
 MK0932  DESIGNATION -  RV 97
 MK0932  PID         -  MK0932
 MK0932  STATE/COUNTY-  NE/SAUNDERS
 MK0932  COUNTRY     -  US
 MK0932  USGS QUAD   -  WAHOO EAST (2017)
 MK0932
 MK0932                         *CURRENT SURVEY CONTROL
 MK0932  ______________________________________________________________________
 MK0932* NAD 83(1986) POSITION- 41 09 38.     (N) 096 36 23.     (W)   SCALED
 MK0932* NAVD 88 ORTHO HEIGHT -   370.173 (meters)     1214.48  (feet) ADJUSTED
 MK0932  ______________________________________________________________________
 MK0932  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 MK0932  DYNAMIC HEIGHT  -        369.996 (meters)     1213.90  (feet) COMP
 MK0932  MODELED GRAVITY -    980,136.5   (mgal)                       NAVD 88
 MK0932
 MK0932  VERT ORDER      -  SECOND    CLASS 0
 MK0932
 MK0932.The horizontal coordinates were scaled from a map and have
 MK0932.an estimated accuracy of +/- 6 seconds.
 MK0932
 MK0932.The orthometric height was determined by differential leveling and
 MK0932.adjusted by the NATIONAL GEODETIC SURVEY
 MK0932.in June 1991.
 MK0932
 MK0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0932.GEOID18 height accuracy estimate available here.
 MK0932
 MK0932.Click photographs - Photos may exist for this station.
 MK0932
 MK0932.The dynamic height is computed by dividing the NAVD 88
 MK0932.geopotential number by the normal gravity value computed on the
 MK0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0932.degrees latitude (g = 980.6199 gals.).
 MK0932
 MK0932.The modeled gravity was interpolated from observed gravity values.
 MK0932
 MK0932;                    North         East    Units  Estimated Accuracy
 MK0932;SPC NE       -   152,940.      784,660.      MT  (+/- 180 meters Scaled)
 MK0932
 MK0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL008593(NAD 83)
 MK0932
 MK0932                          SUPERSEDED SURVEY CONTROL
 MK0932
 MK0932  NGVD 29 (??/??/92)  370.032  (m)         1214.01   (f) ADJ UNCH    2 0
 MK0932
 MK0932.Superseded values are not recommended for survey control.
 MK0932
 MK0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0932.See file dsdata.pdf to determine how the superseded data were derived.
 MK0932
 MK0932_MARKER: R = RIVET
 MK0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0932_SP_SET: BRIDGE
 MK0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0932
 MK0932  HISTORY     - Date     Condition        Report By
 MK0932  HISTORY     - UNK      MONUMENTED       CGS
 MK0932  HISTORY     - 1935     GOOD             CGS
 MK0932
 MK0932                          STATION DESCRIPTION
 MK0932
 MK0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0932'2 MI N FROM SWEDEBURG.
 MK0932'2.0 MILES NORTH OF SWEDEBURG BY RAIL.  ALONG THE CHICAGO AND
 MK0932'NORTH WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, ON
 MK0932'THE SOUTH END OF MASONRY HEADWALL OF BRIDGE B 30.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0936 ***********************************************************************
 MK0936  DESIGNATION -  RV 98
 MK0936  PID         -  MK0936
 MK0936  STATE/COUNTY-  NE/SAUNDERS
 MK0936  COUNTRY     -  US
 MK0936  USGS QUAD   -  WAHOO EAST (2017)
 MK0936
 MK0936                         *CURRENT SURVEY CONTROL
 MK0936  ______________________________________________________________________
 MK0936* NAD 83(1986) POSITION- 41 12 52.     (N) 096 37 15.     (W)   SCALED
 MK0936* NAVD 88 ORTHO HEIGHT -   367.929 (meters)     1207.11  (feet) ADJUSTED
 MK0936  ______________________________________________________________________
 MK0936  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 MK0936  DYNAMIC HEIGHT  -        367.754 (meters)     1206.54  (feet) COMP
 MK0936  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 MK0936
 MK0936  VERT ORDER      -  SECOND    CLASS 0
 MK0936
 MK0936.The horizontal coordinates were scaled from a map and have
 MK0936.an estimated accuracy of +/- 6 seconds.
 MK0936
 MK0936.The orthometric height was determined by differential leveling and
 MK0936.adjusted by the NATIONAL GEODETIC SURVEY
 MK0936.in June 1991.
 MK0936
 MK0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0936.GEOID18 height accuracy estimate available here.
 MK0936
 MK0936.Click photographs - Photos may exist for this station.
 MK0936
 MK0936.The dynamic height is computed by dividing the NAVD 88
 MK0936.geopotential number by the normal gravity value computed on the
 MK0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0936.degrees latitude (g = 980.6199 gals.).
 MK0936
 MK0936.The modeled gravity was interpolated from observed gravity values.
 MK0936
 MK0936;                    North         East    Units  Estimated Accuracy
 MK0936;SPC NE       -   158,870.      783,220.      MT  (+/- 180 meters Scaled)
 MK0936
 MK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994652(NAD 83)
 MK0936
 MK0936                          SUPERSEDED SURVEY CONTROL
 MK0936
 MK0936  NGVD 29 (??/??/92)  367.782  (m)         1206.63   (f) ADJ UNCH    2 0
 MK0936
 MK0936.Superseded values are not recommended for survey control.
 MK0936
 MK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0936.See file dsdata.pdf to determine how the superseded data were derived.
 MK0936
 MK0936_MARKER: R = RIVET
 MK0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0936_SP_SET: FOUNDATION
 MK0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0936
 MK0936  HISTORY     - Date     Condition        Report By
 MK0936  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0936  HISTORY     - 1935     GOOD             CGS
 MK0936  HISTORY     - 1950     MARK NOT FOUND   CGS
 MK0936
 MK0936                          STATION DESCRIPTION
 MK0936
 MK0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0936'IN WAHOO.
 MK0936'IN WAHOO ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN
 MK0936'LINCOLN AND WAHOO, NEBRASKA, IN THE WATER TANK FOUNDATION AT
 MK0936'WAHOO, ON THE WEST SIDE OF LONG CENTER PIER, BETWEEN FROST
 MK0936'BOX AND POST PEDISTAL, ADJASCENT TO TRACKS.
 MK0936
 MK0936                          STATION RECOVERY (1950)
 MK0936
 MK0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK0936'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0940 ***********************************************************************
 MK0940  DESIGNATION -  RV 99
 MK0940  PID         -  MK0940
 MK0940  STATE/COUNTY-  NE/SAUNDERS
 MK0940  COUNTRY     -  US
 MK0940  USGS QUAD   -  COLON (2017)
 MK0940
 MK0940                         *CURRENT SURVEY CONTROL
 MK0940  ______________________________________________________________________
 MK0940* NAD 83(1986) POSITION- 41 15 05.     (N) 096 36 30.     (W)   SCALED
 MK0940* NAVD 88 ORTHO HEIGHT -   366.47  (+/-2cm)     1202.3   (feet) VERTCON
 MK0940  ______________________________________________________________________
 MK0940  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 MK0940  VERT ORDER      -  ? (See Below)
 MK0940
 MK0940.The horizontal coordinates were scaled from a map and have
 MK0940.an estimated accuracy of +/- 6 seconds.
 MK0940
 MK0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0940
 MK0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0940.GEOID18 height accuracy estimate available here.
 MK0940
 MK0940.The vertical order pertains to the NGVD 29 superseded value.
 MK0940
 MK0940.Click photographs - Photos may exist for this station.
 MK0940
 MK0940;                    North         East    Units  Estimated Accuracy
 MK0940;SPC NE       -   163,010.      784,100.      MT  (+/- 180 meters Scaled)
 MK0940
 MK0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL003694(NAD 83)
 MK0940
 MK0940                          SUPERSEDED SURVEY CONTROL
 MK0940
 MK0940  NGVD 29 (??/??/92)  366.324  (m)         1201.85   (f) ADJ UNCH       
 MK0940
 MK0940.Superseded values are not recommended for survey control.
 MK0940
 MK0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0940.See file dsdata.pdf to determine how the superseded data were derived.
 MK0940
 MK0940_MARKER: R = RIVET
 MK0940_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0940_SP_SET: BRIDGE ABUTMENT
 MK0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0940
 MK0940  HISTORY     - Date     Condition        Report By
 MK0940  HISTORY     - UNK      MONUMENTED       CGS
 MK0940  HISTORY     - 1935     GOOD             CGS
 MK0940  HISTORY     - 19950807 GOOD             NEDR
 MK0940
 MK0940                          STATION DESCRIPTION
 MK0940
 MK0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0940'2.7 MI N FROM WAHOO.
 MK0940'2.7 MILES NORTH OF C. AND N.W. DEPOT ALONG CHICAGO AND NORTHWESTERN
 MK0940'RAILROAD BETWEEN WAHOO AND AMES, ON SOUTH END OF EAST ABUTMENT
 MK0940'OF BRIDGE B-17.
 MK0940
 MK0940                          STATION RECOVERY (1995)
 MK0940
 MK0940'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 MK0940'RECOVERED IN GOOD CONDITION.  THE OLD RAILROAD IS GONE AND THE BRIDGE
 MK0940'WAS TO BE REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9630 ***********************************************************************
 AG9630  DESIGNATION -  RV 99 RESET
 AG9630  PID         -  AG9630
 AG9630  STATE/COUNTY-  NE/SAUNDERS
 AG9630  COUNTRY     -  US
 AG9630  USGS QUAD   -  WAHOO EAST (2017)
 AG9630
 AG9630                         *CURRENT SURVEY CONTROL
 AG9630  ______________________________________________________________________
 AG9630* NAD 83(1986) POSITION- 41 14 58.     (N) 096 36 36.     (W)   SCALED
 AG9630* NAVD 88 ORTHO HEIGHT -   365.72  (+/-2cm)     1199.9   (feet) VERTCON
 AG9630  ______________________________________________________________________
 AG9630  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 AG9630  VERT ORDER      -  THIRD (See Below)
 AG9630
 AG9630.The horizontal coordinates were scaled from a map and have
 AG9630.an estimated accuracy of +/- 6 seconds.
 AG9630
 AG9630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9630
 AG9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9630.GEOID18 height accuracy estimate available here.
 AG9630
 AG9630.The vertical order pertains to the NGVD 29 superseded value.
 AG9630
 AG9630.Click photographs - Photos may exist for this station.
 AG9630
 AG9630;                    North         East    Units  Estimated Accuracy
 AG9630;SPC NE       -   162,790.      783,970.      MT  (+/- 180 meters Scaled)
 AG9630
 AG9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL002692(NAD 83)
 AG9630
 AG9630                          SUPERSEDED SURVEY CONTROL
 AG9630
 AG9630  NGVD 29 (01/31/13)  365.57   (m)         1199.4    (f) RESET       3  
 AG9630
 AG9630.Superseded values are not recommended for survey control.
 AG9630
 AG9630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9630.See file dsdata.pdf to determine how the superseded data were derived.
 AG9630
 AG9630_MARKER: DV = VERTICAL CONTROL DISK
 AG9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9630_STAMPING: RV 99 RESET 1995
 AG9630_MARK LOGO: NGS
 AG9630_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9630+STABILITY: SURFACE MOTION
 AG9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9630+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9630
 AG9630  HISTORY     - Date     Condition        Report By
 AG9630  HISTORY     - 1995     MONUMENTED       NEDR
 AG9630
 AG9630                          STATION DESCRIPTION
 AG9630
 AG9630'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 AG9630'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAY 109,
 AG9630'NORTHEAST OF WAHOO, GO NORTH ON HIGHWAY 109 FOR 1.0 MI (1.6 KM) TO A
 AG9630'COUNTY ROAD INTERSECTION.  TURN LEFT AND GO WEST FOR 0.3 MI (0.5 KM)
 AG9630'TO THE MARK ON THE RIGHT AND NORTH SIDE OF THE ROAD, NEAR AN EAST-WEST
 AG9630'FENCE LINE, ON ROAD RIGHT-OF-WAY AND NEAR THE SOUTH 1/4 COR, SEC22,
 AG9630'T15N, R7E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 AG9630'IS 10.887 M (35.718 FT) SOUTHWEST OF A NAIL IN THE TOP OF A FENCE
 AG9630'POST, 12.076 M (39.619 FT) SOUTHEAST OF A NAIL IN THE TOP OF A FENCE
 AG9630'POST, 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 0.457 M
 AG9630'(1.499 FT) SOUTH OF A WITNESS POST.  A MAGNET WAS PLACED INTO THE
 AG9630'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0003 ***********************************************************************
 NN0003  DESIGNATION -  RV F 205
 NN0003  PID         -  NN0003
 NN0003  STATE/COUNTY-  NE/BOYD
 NN0003  COUNTRY     -  US
 NN0003  USGS QUAD   -  LYNCH (2017)
 NN0003
 NN0003                         *CURRENT SURVEY CONTROL
 NN0003  ______________________________________________________________________
 NN0003* NAD 83(1986) POSITION- 42 49 43.     (N) 098 28 39.     (W)   SCALED
 NN0003* NAVD 88 ORTHO HEIGHT -   429.529 (meters)     1409.21  (feet) POSTED
 NN0003  ______________________________________________________________________
 NN0003  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 NN0003  DYNAMIC HEIGHT  -        429.37  (meters)     1408.7   (feet) COMP
 NN0003  MODELED GRAVITY -    980,249.1   (mgal)                       NAVD 88
 NN0003
 NN0003  VERT ORDER      -  * POSTED, SEE BELOW
 NN0003
 NN0003.The horizontal coordinates were scaled from a map and have
 NN0003.an estimated accuracy of +/- 6 seconds.
 NN0003
 NN0003.The orthometric height was determined by differential leveling
 NN0003.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0003
 NN0003.* This is a POSTED BENCH MARK height.
 NN0003
 NN0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0003.GEOID18 height accuracy estimate available here.
 NN0003
 NN0003.Click photographs - Photos may exist for this station.
 NN0003
 NN0003.The dynamic height is computed by dividing the NAVD 88
 NN0003.geopotential number by the normal gravity value computed on the
 NN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0003.degrees latitude (g = 980.6199 gals.).
 NN0003
 NN0003.The modeled gravity was interpolated from observed gravity values.
 NN0003
 NN0003;                    North         East    Units  Estimated Accuracy
 NN0003;SPC NE       -   333,680.      624,480.      MT  (+/- 180 meters Scaled)
 NN0003
 NN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN427419(NAD 83)
 NN0003
 NN0003                          SUPERSEDED SURVEY CONTROL
 NN0003
 NN0003  NGVD 29 (??/??/92)  429.259  (m)         1408.33   (f) ADJ UNCH    2 0
 NN0003
 NN0003.Superseded values are not recommended for survey control.
 NN0003
 NN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0003.See file dsdata.pdf to determine how the superseded data were derived.
 NN0003
 NN0003_MARKER: R = RIVET
 NN0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0003_SP_SET: PIER
 NN0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0003
 NN0003  HISTORY     - Date     Condition        Report By
 NN0003  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0003  HISTORY     - 1934     GOOD             CGS
 NN0003  HISTORY     - 1949     GOOD             CGS
 NN0003
 NN0003                          STATION DESCRIPTION
 NN0003
 NN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0003'0.4 MI W FROM LYNCH.
 NN0003'LOCATED 0.4 OF MILE WEST OF STATION AT LYNCH.  MONEL METAL
 NN0003'RIVET SET IN CONCRETE PIER AT EAST END OF STEEL SPAN ON SOUTH
 NN0003'END OF BLOCK SUPPORTING FLOOR SYSTEM.
 NN0003
 NN0003                          STATION RECOVERY (1949)
 NN0003
 NN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0001 ***********************************************************************
 NN0001  DESIGNATION -  RV F 208
 NN0001  PID         -  NN0001
 NN0001  STATE/COUNTY-  NE/BOYD
 NN0001  COUNTRY     -  US
 NN0001  USGS QUAD   -  BRISTOW (2017)
 NN0001
 NN0001                         *CURRENT SURVEY CONTROL
 NN0001  ______________________________________________________________________
 NN0001* NAD 83(1986) POSITION- 42 49 49.     (N) 098 30 00.     (W)   SCALED
 NN0001* NAVD 88 ORTHO HEIGHT -   432.304 (meters)     1418.32  (feet) POSTED
 NN0001  ______________________________________________________________________
 NN0001  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 NN0001  DYNAMIC HEIGHT  -        432.15  (meters)     1417.8   (feet) COMP
 NN0001  MODELED GRAVITY -    980,244.0   (mgal)                       NAVD 88
 NN0001
 NN0001  VERT ORDER      -  * POSTED, SEE BELOW
 NN0001
 NN0001.The horizontal coordinates were scaled from a map and have
 NN0001.an estimated accuracy of +/- 6 seconds.
 NN0001
 NN0001.The orthometric height was determined by differential leveling
 NN0001.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0001
 NN0001.* This is a POSTED BENCH MARK height.
 NN0001
 NN0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0001.GEOID18 height accuracy estimate available here.
 NN0001
 NN0001.Click photographs - Photos may exist for this station.
 NN0001
 NN0001.The dynamic height is computed by dividing the NAVD 88
 NN0001.geopotential number by the normal gravity value computed on the
 NN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0001.degrees latitude (g = 980.6199 gals.).
 NN0001
 NN0001.The modeled gravity was interpolated from observed gravity values.
 NN0001
 NN0001;                    North         East    Units  Estimated Accuracy
 NN0001;SPC NE       -   333,830.      622,630.      MT  (+/- 180 meters Scaled)
 NN0001
 NN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN408420(NAD 83)
 NN0001
 NN0001                          SUPERSEDED SURVEY CONTROL
 NN0001
 NN0001  NGVD 29 (??/??/92)  432.022  (m)         1417.39   (f) ADJ UNCH    2 0
 NN0001
 NN0001.Superseded values are not recommended for survey control.
 NN0001
 NN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0001.See file dsdata.pdf to determine how the superseded data were derived.
 NN0001
 NN0001_MARKER: R = RIVET
 NN0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0001_SP_SET: PIER
 NN0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0001
 NN0001  HISTORY     - Date     Condition        Report By
 NN0001  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0001  HISTORY     - 1934     GOOD             CGS
 NN0001  HISTORY     - 1949     GOOD             CGS
 NN0001
 NN0001                          STATION DESCRIPTION
 NN0001
 NN0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0001'1.7 MI W FROM LYNCH.
 NN0001'LOCATED 1.7 MILES WEST OF STATION AT LYNCH.  MONEL METAL RIVET
 NN0001'SET IN CONCRETE PIER AT EAST END OF STEEL SPAN ON NORTH END OF
 NN0001'BLOCK SUPPORTING FLOOR SYSTEM.
 NN0001
 NN0001                          STATION RECOVERY (1949)
 NN0001
 NN0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0325 ***********************************************************************
 NP0325  DESIGNATION -  RV H 12
 NP0325  PID         -  NP0325
 NP0325  STATE/COUNTY-  NE/DAWES
 NP0325  COUNTRY     -  US
 NP0325  USGS QUAD   -  WAYSIDE (2017)
 NP0325
 NP0325                         *CURRENT SURVEY CONTROL
 NP0325  ______________________________________________________________________
 NP0325* NAD 83(1986) POSITION- 42 55 13.     (N) 103 10 47.     (W)   SCALED
 NP0325* NAVD 88 ORTHO HEIGHT -  1037.553 (meters)     3404.04  (feet) ADJUSTED
 NP0325  ______________________________________________________________________
 NP0325  GEOID HEIGHT    -        -17.579 (meters)                     GEOID18
 NP0325  DYNAMIC HEIGHT  -       1037.059 (meters)     3402.42  (feet) COMP
 NP0325  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 NP0325
 NP0325  VERT ORDER      -  SECOND    CLASS 0
 NP0325
 NP0325.The horizontal coordinates were scaled from a map and have
 NP0325.an estimated accuracy of +/- 6 seconds.
 NP0325
 NP0325.The orthometric height was determined by differential leveling and
 NP0325.adjusted by the NATIONAL GEODETIC SURVEY
 NP0325.in June 1991.
 NP0325
 NP0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0325.GEOID18 height accuracy estimate available here.
 NP0325
 NP0325.Click photographs - Photos may exist for this station.
 NP0325
 NP0325.The dynamic height is computed by dividing the NAVD 88
 NP0325.geopotential number by the normal gravity value computed on the
 NP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0325.degrees latitude (g = 980.6199 gals.).
 NP0325
 NP0325.The modeled gravity was interpolated from observed gravity values.
 NP0325
 NP0325;                    North         East    Units  Estimated Accuracy
 NP0325;SPC NE       -   347,540.      240,460.      MT  (+/- 180 meters Scaled)
 NP0325
 NP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH485535(NAD 83)
 NP0325
 NP0325                          SUPERSEDED SURVEY CONTROL
 NP0325
 NP0325  NGVD 29 (??/??/92) 1036.997  (m)         3402.21   (f) ADJ UNCH    2 0
 NP0325
 NP0325.Superseded values are not recommended for survey control.
 NP0325
 NP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0325.See file dsdata.pdf to determine how the superseded data were derived.
 NP0325
 NP0325_MARKER: R = RIVET
 NP0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0325_SP_SET: CULVERT
 NP0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0325
 NP0325  HISTORY     - Date     Condition        Report By
 NP0325  HISTORY     - UNK      MONUMENTED       CNWRR
 NP0325  HISTORY     - 1957     GOOD             CGS
 NP0325
 NP0325                          STATION DESCRIPTION
 NP0325
 NP0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0325'5.7 MI SE FROM WAYSIDE.
 NP0325'ABOUT 5.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0325'RAILWAY FROM THE STATION AT WAYSIDE, 10 1/2 POLES NORTHWEST
 NP0325'OF MILEPOST 6, 11 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 NP0325'BELOW THE RAIL AND IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 NP0325'HEADWALL OF A 3 X 3-FOOT STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0004 ***********************************************************************
 NN0004  DESIGNATION -  RV LYNCH
 NN0004  PID         -  NN0004
 NN0004  STATE/COUNTY-  NE/BOYD
 NN0004  COUNTRY     -  US
 NN0004  USGS QUAD   -  LYNCH (2017)
 NN0004
 NN0004                         *CURRENT SURVEY CONTROL
 NN0004  ______________________________________________________________________
 NN0004* NAD 83(1986) POSITION- 42 49 43.     (N) 098 28 11.     (W)   SCALED
 NN0004* NAVD 88 ORTHO HEIGHT -   429.076 (meters)     1407.73  (feet) POSTED
 NN0004  ______________________________________________________________________
 NN0004  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 NN0004  DYNAMIC HEIGHT  -        428.92  (meters)     1407.2   (feet) COMP
 NN0004  MODELED GRAVITY -    980,250.9   (mgal)                       NAVD 88
 NN0004
 NN0004  VERT ORDER      -  * POSTED, SEE BELOW
 NN0004
 NN0004.The horizontal coordinates were scaled from a map and have
 NN0004.an estimated accuracy of +/- 6 seconds.
 NN0004
 NN0004.The orthometric height was determined by differential leveling
 NN0004.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0004
 NN0004.* This is a POSTED BENCH MARK height.
 NN0004
 NN0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0004.GEOID18 height accuracy estimate available here.
 NN0004
 NN0004.Click photographs - Photos may exist for this station.
 NN0004
 NN0004.The dynamic height is computed by dividing the NAVD 88
 NN0004.geopotential number by the normal gravity value computed on the
 NN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0004.degrees latitude (g = 980.6199 gals.).
 NN0004
 NN0004.The modeled gravity was interpolated from observed gravity values.
 NN0004
 NN0004;                    North         East    Units  Estimated Accuracy
 NN0004;SPC NE       -   333,690.      625,110.      MT  (+/- 180 meters Scaled)
 NN0004
 NN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN433419(NAD 83)
 NN0004
 NN0004                          SUPERSEDED SURVEY CONTROL
 NN0004
 NN0004  NGVD 29 (??/??/92)  428.791  (m)         1406.79   (f) ADJ UNCH    2 0
 NN0004
 NN0004.Superseded values are not recommended for survey control.
 NN0004
 NN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0004.See file dsdata.pdf to determine how the superseded data were derived.
 NN0004
 NN0004_MARKER: R = RIVET
 NN0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0004_SP_SET: CONCRETE METER PIT
 NN0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0004
 NN0004  HISTORY     - Date     Condition        Report By
 NN0004  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0004  HISTORY     - 1934     GOOD             CGS
 NN0004  HISTORY     - 1949     GOOD             CGS
 NN0004
 NN0004                          STATION DESCRIPTION
 NN0004
 NN0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0004'AT LYNCH.
 NN0004'LOCATED AT LYNCH.  MONEL METAL RIVET SET JUST EAST OF WATER
 NN0004'TANK, 60 FEET NORTH OF TRACK ON THE SOUTHWEST CORNER OF CONCRETE
 NN0004'METER PIT.
 NN0004
 NN0004                          STATION RECOVERY (1949)
 NN0004
 NN0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0025 ***********************************************************************
 NN0025  DESIGNATION -  RV NIOBRARA
 NN0025  PID         -  NN0025
 NN0025  STATE/COUNTY-  NE/KNOX
 NN0025  COUNTRY     -  US
 NN0025  USGS QUAD   -  NIOBRARA (2017)
 NN0025
 NN0025                         *CURRENT SURVEY CONTROL
 NN0025  ______________________________________________________________________
 NN0025* NAD 83(1986) POSITION- 42 45 18.     (N) 098 02 14.     (W)   SCALED
 NN0025* NAVD 88 ORTHO HEIGHT -   374.675 (meters)     1229.25  (feet) ADJUSTED
 NN0025  ______________________________________________________________________
 NN0025  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 NN0025  DYNAMIC HEIGHT  -        374.552 (meters)     1228.84  (feet) COMP
 NN0025  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 NN0025
 NN0025  VERT ORDER      -  SECOND    CLASS 0
 NN0025
 NN0025.The horizontal coordinates were scaled from a map and have
 NN0025.an estimated accuracy of +/- 6 seconds.
 NN0025
 NN0025.The orthometric height was determined by differential leveling and
 NN0025.adjusted by the NATIONAL GEODETIC SURVEY
 NN0025.in June 1991.
 NN0025
 NN0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0025.GEOID18 height accuracy estimate available here.
 NN0025
 NN0025.Click photographs - Photos may exist for this station.
 NN0025
 NN0025.The dynamic height is computed by dividing the NAVD 88
 NN0025.geopotential number by the normal gravity value computed on the
 NN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0025.degrees latitude (g = 980.6199 gals.).
 NN0025
 NN0025.The modeled gravity was interpolated from observed gravity values.
 NN0025
 NN0025;                    North         East    Units  Estimated Accuracy
 NN0025;SPC NE       -   326,230.      660,650.      MT  (+/- 180 meters Scaled)
 NN0025
 NN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN787340(NAD 83)
 NN0025
 NN0025                          SUPERSEDED SURVEY CONTROL
 NN0025
 NN0025  NGVD 29 (??/??/92)  374.466  (m)         1228.56   (f) ADJ UNCH    2 0
 NN0025
 NN0025.Superseded values are not recommended for survey control.
 NN0025
 NN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0025.See file dsdata.pdf to determine how the superseded data were derived.
 NN0025
 NN0025_MARKER: R = RIVET
 NN0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0025_SP_SET: PIER
 NN0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0025
 NN0025  HISTORY     - Date     Condition        Report By
 NN0025  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0025  HISTORY     - 1934     GOOD             CGS
 NN0025
 NN0025                          STATION DESCRIPTION
 NN0025
 NN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0025'AT NIOBRARA.
 NN0025'LOCATED AT NIOBRARA.  MONEL METAL RIVET SET IN WATER TANK
 NN0025'FOUNDATION, ON EAST LONG CENTER PIER BETWEEN THE TWO FRONT
 NN0025'CAPSTONES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0290 ***********************************************************************
 NN0290  DESIGNATION -  RV SPENCER
 NN0290  PID         -  NN0290
 NN0290  STATE/COUNTY-  NE/BOYD
 NN0290  COUNTRY     -  US
 NN0290  USGS QUAD   -  SPENCER NORTH (2017)
 NN0290
 NN0290                         *CURRENT SURVEY CONTROL
 NN0290  ______________________________________________________________________
 NN0290* NAD 83(1986) POSITION- 42 52 39.     (N) 098 41 37.     (W)   SCALED
 NN0290* NAVD 88 ORTHO HEIGHT -   471.059 (meters)     1545.47  (feet) ADJUSTED
 NN0290  ______________________________________________________________________
 NN0290  GEOID HEIGHT    -        -25.733 (meters)                     GEOID18
 NN0290  DYNAMIC HEIGHT  -        470.893 (meters)     1544.92  (feet) COMP
 NN0290  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 NN0290
 NN0290  VERT ORDER      -  SECOND    CLASS 0
 NN0290
 NN0290.The horizontal coordinates were scaled from a map and have
 NN0290.an estimated accuracy of +/- 6 seconds.
 NN0290
 NN0290.The orthometric height was determined by differential leveling and
 NN0290.adjusted by the NATIONAL GEODETIC SURVEY
 NN0290.in June 1991.
 NN0290
 NN0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0290.GEOID18 height accuracy estimate available here.
 NN0290
 NN0290.Click photographs - Photos may exist for this station.
 NN0290
 NN0290.The dynamic height is computed by dividing the NAVD 88
 NN0290.geopotential number by the normal gravity value computed on the
 NN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0290.degrees latitude (g = 980.6199 gals.).
 NN0290
 NN0290.The modeled gravity was interpolated from observed gravity values.
 NN0290
 NN0290;                    North         East    Units  Estimated Accuracy
 NN0290;SPC NE       -   338,820.      606,730.      MT  (+/- 180 meters Scaled)
 NN0290
 NN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN250472(NAD 83)
 NN0290
 NN0290                          SUPERSEDED SURVEY CONTROL
 NN0290
 NN0290  NGVD 29 (??/??/92)  470.791  (m)         1544.59   (f) ADJ UNCH    2 0
 NN0290
 NN0290.Superseded values are not recommended for survey control.
 NN0290
 NN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0290.See file dsdata.pdf to determine how the superseded data were derived.
 NN0290
 NN0290_MARKER: R = RIVET
 NN0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0290_SP_SET: CONCRETE PIT
 NN0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0290
 NN0290  HISTORY     - Date     Condition        Report By
 NN0290  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0290  HISTORY     - 1943     GOOD             CGS
 NN0290
 NN0290                          STATION DESCRIPTION
 NN0290
 NN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NN0290'AT SPENCER.
 NN0290'AT SPENCER, BOYD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NN0290'RAILWAY, 250 FEET SOUTHEAST OF THE STATION, AT AN EMERGENCY
 NN0290'WATER COLUMN ON THE SOUTHWEST SIDE OF THE TRACK, AND ON THE
 NN0290'WEST SIDE OF THE CONCRETE PIT.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0028 ***********************************************************************
 NN0028  DESIGNATION -  RV VERDIGRE
 NN0028  PID         -  NN0028
 NN0028  STATE/COUNTY-  NE/KNOX
 NN0028  COUNTRY     -  US
 NN0028  USGS QUAD   -  VERDIGRE (2017)
 NN0028
 NN0028                         *CURRENT SURVEY CONTROL
 NN0028  ______________________________________________________________________
 NN0028* NAD 83(1986) POSITION- 42 35 50.     (N) 098 01 55.     (W)   SCALED
 NN0028* NAVD 88 ORTHO HEIGHT -   411.703 (meters)     1350.73  (feet) ADJUSTED
 NN0028  ______________________________________________________________________
 NN0028  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 NN0028  DYNAMIC HEIGHT  -        411.562 (meters)     1350.27  (feet) COMP
 NN0028  MODELED GRAVITY -    980,267.4   (mgal)                       NAVD 88
 NN0028
 NN0028  VERT ORDER      -  SECOND    CLASS 0
 NN0028
 NN0028.The horizontal coordinates were scaled from a map and have
 NN0028.an estimated accuracy of +/- 6 seconds.
 NN0028
 NN0028.The orthometric height was determined by differential leveling and
 NN0028.adjusted by the NATIONAL GEODETIC SURVEY
 NN0028.in June 1991.
 NN0028
 NN0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0028.GEOID18 height accuracy estimate available here.
 NN0028
 NN0028.Click photographs - Photos may exist for this station.
 NN0028
 NN0028.The dynamic height is computed by dividing the NAVD 88
 NN0028.geopotential number by the normal gravity value computed on the
 NN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0028.degrees latitude (g = 980.6199 gals.).
 NN0028
 NN0028.The modeled gravity was interpolated from observed gravity values.
 NN0028
 NN0028;                    North         East    Units  Estimated Accuracy
 NN0028;SPC NE       -   308,720.      661,480.      MT  (+/- 180 meters Scaled)
 NN0028
 NN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN794165(NAD 83)
 NN0028
 NN0028                          SUPERSEDED SURVEY CONTROL
 NN0028
 NN0028  NGVD 29 (??/??/92)  411.506  (m)         1350.08   (f) ADJ UNCH    2 0
 NN0028
 NN0028.Superseded values are not recommended for survey control.
 NN0028
 NN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0028.See file dsdata.pdf to determine how the superseded data were derived.
 NN0028
 NN0028_MARKER: R = RIVET
 NN0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0028_SP_SET: PIER
 NN0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0028
 NN0028  HISTORY     - Date     Condition        Report By
 NN0028  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0028  HISTORY     - 1934     GOOD             CGS
 NN0028  HISTORY     - 20201026 MARK NOT FOUND   NEGS
 NN0028
 NN0028                          STATION DESCRIPTION
 NN0028
 NN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0028'AT VERDIGRE.
 NN0028'LOCATED AT VERDIGRE.  MONEL METAL RIVET SET IN WATER TANK
 NN0028'FOUNDATION ON TRACK END OF EAST SHORT PIER.
 NN0028
 NN0028                          STATION RECOVERY (2020)
 NN0028
 NN0028'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NN0028'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0023 ***********************************************************************
 NN0023  DESIGNATION -  RVF 132
 NN0023  PID         -  NN0023
 NN0023  STATE/COUNTY-  NE/KNOX
 NN0023  COUNTRY     -  US
 NN0023  USGS QUAD   -  NIOBRARA (2017)
 NN0023
 NN0023                         *CURRENT SURVEY CONTROL
 NN0023  ______________________________________________________________________
 NN0023* NAD 83(1986) POSITION- 42 46 00.     (N) 098 02 57.     (W)   SCALED
 NN0023* NAVD 88 ORTHO HEIGHT -   375.239 (meters)     1231.10  (feet) ADJUSTED
 NN0023  ______________________________________________________________________
 NN0023  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 NN0023  DYNAMIC HEIGHT  -        375.115 (meters)     1230.69  (feet) COMP
 NN0023  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 NN0023
 NN0023  VERT ORDER      -  SECOND    CLASS 0
 NN0023
 NN0023.The horizontal coordinates were scaled from a map and have
 NN0023.an estimated accuracy of +/- 6 seconds.
 NN0023
 NN0023.The orthometric height was determined by differential leveling and
 NN0023.adjusted by the NATIONAL GEODETIC SURVEY
 NN0023.in June 1991.
 NN0023
 NN0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0023.GEOID18 height accuracy estimate available here.
 NN0023
 NN0023.Click photographs - Photos may exist for this station.
 NN0023
 NN0023.The dynamic height is computed by dividing the NAVD 88
 NN0023.geopotential number by the normal gravity value computed on the
 NN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0023.degrees latitude (g = 980.6199 gals.).
 NN0023
 NN0023.The modeled gravity was interpolated from observed gravity values.
 NN0023
 NN0023;                    North         East    Units  Estimated Accuracy
 NN0023;SPC NE       -   327,500.      659,640.      MT  (+/- 180 meters Scaled)
 NN0023
 NN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN777353(NAD 83)
 NN0023
 NN0023                          SUPERSEDED SURVEY CONTROL
 NN0023
 NN0023  NGVD 29 (??/??/92)  375.026  (m)         1230.40   (f) ADJ UNCH    2 0
 NN0023
 NN0023.Superseded values are not recommended for survey control.
 NN0023
 NN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0023.See file dsdata.pdf to determine how the superseded data were derived.
 NN0023
 NN0023_MARKER: R = RIVET
 NN0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0023_SP_SET: BRIDGE
 NN0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0023
 NN0023  HISTORY     - Date     Condition        Report By
 NN0023  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0023  HISTORY     - 1934     GOOD             CGS
 NN0023
 NN0023                          STATION DESCRIPTION
 NN0023
 NN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0023'1.3 MI NW FROM NIOBRARA.
 NN0023'LOCATED 1.3 MILES NORTHWEST OF STATION AT NIOBRARA MONEL METAL
 NN0023'RIVET SET IN WEST CONCRETE ABUTMENT ON TOP OF BACK WALL NORTH
 NN0023'SIDE OF TRACK OF BRIDGE OVER NIOBRARA RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0018 ***********************************************************************
 NN0018  DESIGNATION -  RVF 183
 NN0018  PID         -  NN0018
 NN0018  STATE/COUNTY-  NE/KNOX
 NN0018  COUNTRY     -  US
 NN0018  USGS QUAD   -  VERDEL (2017)
 NN0018
 NN0018                         *CURRENT SURVEY CONTROL
 NN0018  ______________________________________________________________________
 NN0018* NAD 83(1986) POSITION- 42 48 42.     (N) 098 12 51.     (W)   SCALED
 NN0018* NAVD 88 ORTHO HEIGHT -   387.178 (meters)     1270.27  (feet) ADJUSTED
 NN0018  ______________________________________________________________________
 NN0018  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 NN0018  DYNAMIC HEIGHT  -        387.045 (meters)     1269.83  (feet) COMP
 NN0018  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 NN0018
 NN0018  VERT ORDER      -  SECOND    CLASS 0
 NN0018
 NN0018.The horizontal coordinates were scaled from a map and have
 NN0018.an estimated accuracy of +/- 6 seconds.
 NN0018
 NN0018.The orthometric height was determined by differential leveling and
 NN0018.adjusted by the NATIONAL GEODETIC SURVEY
 NN0018.in June 1991.
 NN0018
 NN0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0018.GEOID18 height accuracy estimate available here.
 NN0018
 NN0018.Click photographs - Photos may exist for this station.
 NN0018
 NN0018.The dynamic height is computed by dividing the NAVD 88
 NN0018.geopotential number by the normal gravity value computed on the
 NN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0018.degrees latitude (g = 980.6199 gals.).
 NN0018
 NN0018.The modeled gravity was interpolated from observed gravity values.
 NN0018
 NN0018;                    North         East    Units  Estimated Accuracy
 NN0018;SPC NE       -   332,210.      646,040.      MT  (+/- 180 meters Scaled)
 NN0018
 NN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN642402(NAD 83)
 NN0018
 NN0018                          SUPERSEDED SURVEY CONTROL
 NN0018
 NN0018  NGVD 29 (??/??/92)  386.940  (m)         1269.49   (f) ADJ UNCH    2 0
 NN0018
 NN0018.Superseded values are not recommended for survey control.
 NN0018
 NN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0018.See file dsdata.pdf to determine how the superseded data were derived.
 NN0018
 NN0018_MARKER: R = RIVET
 NN0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0018_SP_SET: PIER
 NN0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0018
 NN0018  HISTORY     - Date     Condition        Report By
 NN0018  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0018  HISTORY     - 1934     GOOD             CGS
 NN0018  HISTORY     - 1949     GOOD             CGS
 NN0018
 NN0018                          STATION DESCRIPTION
 NN0018
 NN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0018'1.1 MI W FROM VERDEL.
 NN0018'LOCATED 1.1 MILES WEST OF STATION AT VERDEL.  MONEL METAL RIVET
 NN0018'SET IN CONCRETE PIER AT EAST END OF STEEL SPAN SOUTH SIDE OF
 NN0018'TRACK INSIDE OF SHOE.
 NN0018
 NN0018                          STATION RECOVERY (1949)
 NN0018
 NN0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0015 ***********************************************************************
 NN0015  DESIGNATION -  RVF 190
 NN0015  PID         -  NN0015
 NN0015  STATE/COUNTY-  NE/KNOX
 NN0015  COUNTRY     -  US
 NN0015  USGS QUAD   -  MONOWI (2017)
 NN0015
 NN0015                         *CURRENT SURVEY CONTROL
 NN0015  ______________________________________________________________________
 NN0015* NAD 83(1986) POSITION- 42 49 25.     (N) 098 17 25.     (W)   SCALED
 NN0015* NAVD 88 ORTHO HEIGHT -   398.818 (meters)     1308.46  (feet) ADJUSTED
 NN0015  ______________________________________________________________________
 NN0015  GEOID HEIGHT    -        -25.909 (meters)                     GEOID18
 NN0015  DYNAMIC HEIGHT  -        398.682 (meters)     1308.01  (feet) COMP
 NN0015  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 NN0015
 NN0015  VERT ORDER      -  SECOND    CLASS 0
 NN0015
 NN0015.The horizontal coordinates were scaled from a map and have
 NN0015.an estimated accuracy of +/- 6 seconds.
 NN0015
 NN0015.The orthometric height was determined by differential leveling and
 NN0015.adjusted by the NATIONAL GEODETIC SURVEY
 NN0015.in June 1991.
 NN0015
 NN0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0015.GEOID18 height accuracy estimate available here.
 NN0015
 NN0015.Click photographs - Photos may exist for this station.
 NN0015
 NN0015.The dynamic height is computed by dividing the NAVD 88
 NN0015.geopotential number by the normal gravity value computed on the
 NN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0015.degrees latitude (g = 980.6199 gals.).
 NN0015
 NN0015.The modeled gravity was interpolated from observed gravity values.
 NN0015
 NN0015;                    North         East    Units  Estimated Accuracy
 NN0015;SPC NE       -   333,410.      639,790.      MT  (+/- 180 meters Scaled)
 NN0015
 NN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN580414(NAD 83)
 NN0015
 NN0015                          SUPERSEDED SURVEY CONTROL
 NN0015
 NN0015  NGVD 29 (??/??/92)  398.551  (m)         1307.58   (f) ADJ UNCH    2 0
 NN0015
 NN0015.Superseded values are not recommended for survey control.
 NN0015
 NN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0015.See file dsdata.pdf to determine how the superseded data were derived.
 NN0015
 NN0015_MARKER: R = RIVET
 NN0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0015_SP_SET: PIER
 NN0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0015
 NN0015  HISTORY     - Date     Condition        Report By
 NN0015  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0015  HISTORY     - 1934     GOOD             CGS
 NN0015  HISTORY     - 20201026 MARK NOT FOUND   NEGS
 NN0015
 NN0015                          STATION DESCRIPTION
 NN0015
 NN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0015'2 MI E FROM MONOWI.
 NN0015'LOCATED 2 MILES EAST OF STATION AT MONOWI, MONEL METAL RIVET
 NN0015'SET IN CONCRETE PIER AT EAST END OF STEEL SPAN ON NORTH END OF
 NN0015'BLOCK SUPPORTING FLOOR SYSTEM.
 NN0015
 NN0015                          STATION RECOVERY (2020)
 NN0015
 NN0015'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NN0015'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0292 ***********************************************************************
 NN0292  DESIGNATION -  RVF 231
 NN0292  PID         -  NN0292
 NN0292  STATE/COUNTY-  NE/BOYD
 NN0292  COUNTRY     -  US
 NN0292  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0292
 NN0292                         *CURRENT SURVEY CONTROL
 NN0292  ______________________________________________________________________
 NN0292* NAD 83(1986) POSITION- 42 52 13.     (N) 098 41 01.     (W)   SCALED
 NN0292* NAVD 88 ORTHO HEIGHT -   465.381 (meters)     1526.84  (feet) ADJUSTED
 NN0292  ______________________________________________________________________
 NN0292  GEOID HEIGHT    -        -25.727 (meters)                     GEOID18
 NN0292  DYNAMIC HEIGHT  -        465.217 (meters)     1526.30  (feet) COMP
 NN0292  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 NN0292
 NN0292  VERT ORDER      -  SECOND    CLASS 0
 NN0292
 NN0292.The horizontal coordinates were scaled from a map and have
 NN0292.an estimated accuracy of +/- 6 seconds.
 NN0292
 NN0292.The orthometric height was determined by differential leveling and
 NN0292.adjusted by the NATIONAL GEODETIC SURVEY
 NN0292.in June 1991.
 NN0292
 NN0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0292.GEOID18 height accuracy estimate available here.
 NN0292
 NN0292.Click photographs - Photos may exist for this station.
 NN0292
 NN0292.The dynamic height is computed by dividing the NAVD 88
 NN0292.geopotential number by the normal gravity value computed on the
 NN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0292.degrees latitude (g = 980.6199 gals.).
 NN0292
 NN0292.The modeled gravity was interpolated from observed gravity values.
 NN0292
 NN0292;                    North         East    Units  Estimated Accuracy
 NN0292;SPC NE       -   338,030.      607,560.      MT  (+/- 180 meters Scaled)
 NN0292
 NN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN258464(NAD 83)
 NN0292
 NN0292                          SUPERSEDED SURVEY CONTROL
 NN0292
 NN0292  NGVD 29 (??/??/92)  465.114  (m)         1525.96   (f) ADJ UNCH    2 0
 NN0292
 NN0292.Superseded values are not recommended for survey control.
 NN0292
 NN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0292.See file dsdata.pdf to determine how the superseded data were derived.
 NN0292
 NN0292_MARKER: R = RIVET
 NN0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0292_SP_SET: PIER
 NN0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0292
 NN0292  HISTORY     - Date     Condition        Report By
 NN0292  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0292  HISTORY     - 1943     GOOD             CGS
 NN0292
 NN0292                          STATION DESCRIPTION
 NN0292
 NN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NN0292'0.7 MI SE FROM SPENCER.
 NN0292'0.7 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0292'FROM THE STATION AT SPENCER, BOYD COUNTY, AT STEEL SPAN
 NN0292'BRIDGE F 231, IN THE CONCRETE PIER AT THE EAST END OF THE STEEL
 NN0292'SPAN, AND IN THE NORTH END OF THE BLOCK SUPPORTING THE FLOOR
 NN0292'SYSTEM.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0031 ***********************************************************************
 NN0031  DESIGNATION -  RVF 90
 NN0031  PID         -  NN0031
 NN0031  STATE/COUNTY-  NE/KNOX
 NN0031  COUNTRY     -  US
 NN0031  USGS QUAD   -  VERDIGRE (2017)
 NN0031
 NN0031                         *CURRENT SURVEY CONTROL
 NN0031  ______________________________________________________________________
 NN0031* NAD 83(1986) POSITION- 42 33 59.     (N) 098 00 43.     (W)   SCALED
 NN0031* NAVD 88 ORTHO HEIGHT -   448.640 (meters)     1471.91  (feet) ADJUSTED
 NN0031  ______________________________________________________________________
 NN0031  GEOID HEIGHT    -        -25.477 (meters)                     GEOID18
 NN0031  DYNAMIC HEIGHT  -        448.481 (meters)     1471.39  (feet) COMP
 NN0031  MODELED GRAVITY -    980,254.7   (mgal)                       NAVD 88
 NN0031
 NN0031  VERT ORDER      -  SECOND    CLASS 0
 NN0031
 NN0031.The horizontal coordinates were scaled from a map and have
 NN0031.an estimated accuracy of +/- 6 seconds.
 NN0031
 NN0031.The orthometric height was determined by differential leveling and
 NN0031.adjusted by the NATIONAL GEODETIC SURVEY
 NN0031.in June 1991.
 NN0031
 NN0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0031.GEOID18 height accuracy estimate available here.
 NN0031
 NN0031.Click photographs - Photos may exist for this station.
 NN0031
 NN0031.The dynamic height is computed by dividing the NAVD 88
 NN0031.geopotential number by the normal gravity value computed on the
 NN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0031.degrees latitude (g = 980.6199 gals.).
 NN0031
 NN0031.The modeled gravity was interpolated from observed gravity values.
 NN0031
 NN0031;                    North         East    Units  Estimated Accuracy
 NN0031;SPC NE       -   305,330.      663,200.      MT  (+/- 180 meters Scaled)
 NN0031
 NN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN810131(NAD 83)
 NN0031
 NN0031                          SUPERSEDED SURVEY CONTROL
 NN0031
 NN0031  NGVD 29 (??/??/92)  448.436  (m)         1471.24   (f) ADJ UNCH    2 0
 NN0031
 NN0031.Superseded values are not recommended for survey control.
 NN0031
 NN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0031.See file dsdata.pdf to determine how the superseded data were derived.
 NN0031
 NN0031_MARKER: R = RIVET
 NN0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0031_SP_SET: BRIDGE
 NN0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0031
 NN0031  HISTORY     - Date     Condition        Report By
 NN0031  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0031  HISTORY     - 1934     GOOD             CGS
 NN0031
 NN0031                          STATION DESCRIPTION
 NN0031
 NN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0031'2.6 MI S FROM VERDIGRE.
 NN0031'LOCATED 2.6 MILES SOUTH OF STATION AT VERDIGRE MONEL METAL RIVET
 NN0031'SET IN MASONRY HEAD WALL SOUTH SIDE OF TRACK ON BRIDGE NO. F-90.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3455 ***********************************************************************
 AI3455  DESIGNATION -  RWDN A
 AI3455  PID         -  AI3455
 AI3455  STATE/COUNTY-  NE/RED WILLOW
 AI3455  COUNTRY     -  US
 AI3455  USGS QUAD   -  MCCOOK SW (2017)
 AI3455
 AI3455                         *CURRENT SURVEY CONTROL
 AI3455  ______________________________________________________________________
 AI3455* NAD 83(2011) POSITION- 40 05 05.46790(N) 100 38 53.18199(W)   ADJUSTED
 AI3455* NAD 83(2011) ELLIP HT-   789.391 (meters)        (06/27/12)   ADJUSTED
 AI3455* NAD 83(2011) EPOCH   -  2010.00
 AI3455* NAVD 88 ORTHO HEIGHT -   813.517 (meters)     2669.01  (feet) ADJUSTED
 AI3455  ______________________________________________________________________
 AI3455  GEOID HEIGHT    -        -24.131 (meters)                     GEOID18
 AI3455  NAD 83(2011) X  -   -903,049.305 (meters)                     COMP
 AI3455  NAD 83(2011) Y  - -4,803,094.393 (meters)                     COMP
 AI3455  NAD 83(2011) Z  -  4,085,706.756 (meters)                     COMP
 AI3455  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AI3455  DYNAMIC HEIGHT  -        812.958 (meters)     2667.18  (feet) COMP
 AI3455  MODELED GRAVITY -    979,911.7   (mgal)                       NAVD 88
 AI3455
 AI3455  VERT ORDER      -  SECOND    CLASS I
 AI3455
 AI3455  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3455  Standards:
 AI3455         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3455            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3455  -------------------------------------------------------------------
 AI3455  NETWORK    0.30   0.53           0.14   0.10   0.27      0.00245197
 AI3455  -------------------------------------------------------------------
 AI3455  Click here for local accuracies and other accuracy information.
 AI3455
 AI3455.This is a reference station for the MCCOOK
 AI3455.National Continuously Operating Reference Station (RWDN).
 AI3455
 AI3455.The horizontal coordinates were established by GPS observations
 AI3455.and adjusted by the National Geodetic Survey in June 2012.
 AI3455
 AI3455.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3455.been affixed to the stable North American tectonic plate. See 
 AI3455.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3455
 AI3455.The horizontal coordinates are valid at the epoch date displayed above
 AI3455.which is a decimal equivalence of Year/Month/Day.
 AI3455
 AI3455.The orthometric height was determined by differential leveling and
 AI3455.adjusted by the NATIONAL GEODETIC SURVEY
 AI3455.in July 2002.
 AI3455
 AI3455.No vertical observational check was made to the station.
 AI3455
 AI3455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3455.GEOID18 height accuracy estimate available here.
 AI3455
 AI3455.Click photographs - Photos may exist for this station.
 AI3455
 AI3455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3455
 AI3455.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3455
 AI3455.The ellipsoidal height was determined by GPS observations
 AI3455.and is referenced to NAD 83.
 AI3455
 AI3455.The dynamic height is computed by dividing the NAVD 88
 AI3455.geopotential number by the normal gravity value computed on the
 AI3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3455.degrees latitude (g = 980.6199 gals.).
 AI3455
 AI3455.The modeled gravity was interpolated from observed gravity values.
 AI3455
 AI3455. The following values were computed from the NAD 83(2011) position.
 AI3455
 AI3455;                    North         East     Units Scale Factor Converg.
 AI3455;SPC NE       -    28,134.821   444,726.862   MT  0.99996273   -0 25 46.2
 AI3455;SPC NE       -    92,305.66  1,459,074.71   sFT  0.99996273   -0 25 46.2
 AI3455;UTM  14      - 4,438,476.542   359,489.094   MT  0.99984305   -1 03 41.1
 AI3455
 AI3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3455!SPC NE       -   0.99987618  x   0.99996273  =   0.99983891
 AI3455!UTM  14      -   0.99987618  x   0.99984305  =   0.99971925
 AI3455
 AI3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5948938476(NAD 83)
 AI3455
 AI3455                          SUPERSEDED SURVEY CONTROL
 AI3455
 AI3455  NAD 83(2007)-  40 05 05.46771(N)    100 38 53.18294(W) AD(2002.00) 0
 AI3455  ELLIP H (02/10/07)  789.418  (m)                       GP(2002.00)    
 AI3455  NAD 83(1995)-  40 05 05.46754(N)    100 38 53.18295(W) AD(       ) B
 AI3455  ELLIP H (09/24/01)  789.408  (m)                       GP(       ) 4 2
 AI3455  NAD 83(1995)-  40 05 05.47026(N)    100 38 53.18285(W) AD(       ) B
 AI3455  ELLIP H (05/18/00)  789.447  (m)                       GP(       ) 2 2
 AI3455  NAVD 88             813.52   (m)         2669.0    (f) LEVELING    3  
 AI3455
 AI3455.Superseded values are not recommended for survey control.
 AI3455
 AI3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3455.See file dsdata.pdf to determine how the superseded data were derived.
 AI3455
 AI3455_MARKER: F = FLANGE-ENCASED ROD
 AI3455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3455_STAMPING: RWDN A 1999
 AI3455_MARK LOGO: NGS
 AI3455_PROJECTION: FLUSH
 AI3455_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3455+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3455_ROD/PIPE-DEPTH: 8.3 meters
 AI3455_SLEEVE-DEPTH  : 0.9 meters
 AI3455
 AI3455  HISTORY     - Date     Condition        Report By
 AI3455  HISTORY     - 1999     MONUMENTED       NGS
 AI3455
 AI3455                          STATION DESCRIPTION
 AI3455
 AI3455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3455'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3455'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3455'ROAD, THENCE 12.4 KM (7.70 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3455'ROAD, 14.0 M (45.9 FT) NORTH OF THE CENTER OF A GATE, 8.9 M (29.2 FT)
 AI3455'WEST OF THE ROAD CENTER, 0.6 M (2.0 FT) SOUTHEAST OF A FENCE POST, 0.3
 AI3455'M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A
 AI3455'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI3455'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI3455'FOR A CLASS A MARK.  THE MONUMENT IS A CORS SITE REFERENCE STATION.
 AI3455'THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI3456 ***********************************************************************
 AI3456  DESIGNATION -  RWDN B
 AI3456  PID         -  AI3456
 AI3456  STATE/COUNTY-  NE/RED WILLOW
 AI3456  COUNTRY     -  US
 AI3456  USGS QUAD   -  MCCOOK SW (2017)
 AI3456
 AI3456                         *CURRENT SURVEY CONTROL
 AI3456  ______________________________________________________________________
 AI3456* NAD 83(2011) POSITION- 40 05 29.12274(N) 100 38 54.01634(W)   ADJUSTED
 AI3456* NAD 83(2011) ELLIP HT-   783.534 (meters)        (06/27/12)   ADJUSTED
 AI3456* NAD 83(2011) EPOCH   -  2010.00
 AI3456* NAVD 88 ORTHO HEIGHT -   807.658 (meters)     2649.79  (feet) ADJUSTED
 AI3456  ______________________________________________________________________
 AI3456  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 AI3456  NAD 83(2011) X  -   -902,981.079 (meters)                     COMP
 AI3456  NAD 83(2011) Y  - -4,802,624.535 (meters)                     COMP
 AI3456  NAD 83(2011) Z  -  4,086,261.235 (meters)                     COMP
 AI3456  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 AI3456  DYNAMIC HEIGHT  -        807.103 (meters)     2647.97  (feet) COMP
 AI3456  MODELED GRAVITY -    979,912.8   (mgal)                       NAVD 88
 AI3456
 AI3456  VERT ORDER      -  SECOND    CLASS I
 AI3456
 AI3456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3456  Standards:
 AI3456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3456  -------------------------------------------------------------------
 AI3456  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.01667329
 AI3456  -------------------------------------------------------------------
 AI3456  Click here for local accuracies and other accuracy information.
 AI3456
 AI3456.This is a reference station for the MCCOOK
 AI3456.National Continuously Operating Reference Station (RWDN).
 AI3456
 AI3456.The horizontal coordinates were established by GPS observations
 AI3456.and adjusted by the National Geodetic Survey in June 2012.
 AI3456
 AI3456.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3456.been affixed to the stable North American tectonic plate. See 
 AI3456.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3456
 AI3456.The horizontal coordinates are valid at the epoch date displayed above
 AI3456.which is a decimal equivalence of Year/Month/Day.
 AI3456
 AI3456.The orthometric height was determined by differential leveling and
 AI3456.adjusted by the NATIONAL GEODETIC SURVEY
 AI3456.in July 2002.
 AI3456
 AI3456.No vertical observational check was made to the station.
 AI3456
 AI3456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3456.GEOID18 height accuracy estimate available here.
 AI3456
 AI3456.Click photographs - Photos may exist for this station.
 AI3456
 AI3456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3456
 AI3456.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3456
 AI3456.The ellipsoidal height was determined by GPS observations
 AI3456.and is referenced to NAD 83.
 AI3456
 AI3456.The dynamic height is computed by dividing the NAVD 88
 AI3456.geopotential number by the normal gravity value computed on the
 AI3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3456.degrees latitude (g = 980.6199 gals.).
 AI3456
 AI3456.The modeled gravity was interpolated from observed gravity values.
 AI3456
 AI3456. The following values were computed from the NAD 83(2011) position.
 AI3456
 AI3456;                    North         East     Units Scale Factor Converg.
 AI3456;SPC NE       -    28,864.516   444,712.567   MT  0.99995993   -0 25 46.7
 AI3456;SPC NE       -    94,699.67  1,459,027.81   sFT  0.99995993   -0 25 46.7
 AI3456;UTM  14      - 4,439,206.264   359,482.849   MT  0.99984307   -1 03 42.2
 AI3456
 AI3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3456!SPC NE       -   0.99987710  x   0.99995993  =   0.99983703
 AI3456!UTM  14      -   0.99987710  x   0.99984307  =   0.99972019
 AI3456
 AI3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5948239206(NAD 83)
 AI3456
 AI3456                          SUPERSEDED SURVEY CONTROL
 AI3456
 AI3456  NAD 83(2007)-  40 05 29.12254(N)    100 38 54.01729(W) AD(2002.00) 0
 AI3456  ELLIP H (02/10/07)  783.561  (m)                       GP(2002.00)    
 AI3456  NAD 83(1995)-  40 05 29.12237(N)    100 38 54.01730(W) AD(       ) B
 AI3456  ELLIP H (09/24/01)  783.550  (m)                       GP(       ) 4 2
 AI3456  NAD 83(1995)-  40 05 29.12509(N)    100 38 54.01721(W) AD(       ) B
 AI3456  ELLIP H (05/18/00)  783.589  (m)                       GP(       ) 2 2
 AI3456  NAVD 88             807.66   (m)         2649.8    (f) LEVELING    3  
 AI3456
 AI3456.Superseded values are not recommended for survey control.
 AI3456
 AI3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3456.See file dsdata.pdf to determine how the superseded data were derived.
 AI3456
 AI3456_MARKER: F = FLANGE-ENCASED ROD
 AI3456_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3456_STAMPING: RWDN B 1999
 AI3456_MARK LOGO: NGS
 AI3456_PROJECTION: FLUSH
 AI3456_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3456+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3456_ROD/PIPE-DEPTH: 3.4 meters
 AI3456_SLEEVE-DEPTH  : 0.9 meters
 AI3456
 AI3456  HISTORY     - Date     Condition        Report By
 AI3456  HISTORY     - 1999     MONUMENTED       NGS
 AI3456
 AI3456                          STATION DESCRIPTION
 AI3456
 AI3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3456'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3456'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3456'ROAD, THENCE 11.7 KM (7.25 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3456'ROAD, 15.6 M (51.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 AI3456'13.9 M (45.6 FT) WEST OF THE ROAD CENTER, 2.2 M (7.2 FT) NORTH OF THE
 AI3456'NORTHEAST END OF A GATE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 AI3456'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AI3456'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI3456'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS A CORS
 AI3456'SITE REFERENCE STATION.  THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0139 ***********************************************************************
 NO0139  DESIGNATION -  S 1
 NO0139  PID         -  NO0139
 NO0139  STATE/COUNTY-  NE/CHERRY
 NO0139  COUNTRY     -  US
 NO0139  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0139
 NO0139                         *CURRENT SURVEY CONTROL
 NO0139  ______________________________________________________________________
 NO0139* NAD 83(1986) POSITION- 42 55 35.19   (N) 100 45 11.96   (W)   HD_HELD1
 NO0139* NAVD 88 ORTHO HEIGHT -   815.446 (meters)     2675.34  (feet) ADJUSTED
 NO0139  ______________________________________________________________________
 NO0139  GEOID HEIGHT    -        -21.483 (meters)                     GEOID18
 NO0139  DYNAMIC HEIGHT  -        815.119 (meters)     2674.27  (feet) COMP
 NO0139  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 NO0139
 NO0139  VERT ORDER      -  FIRST     CLASS II
 NO0139
 NO0139.The horizontal coordinates were determined by differentially corrected
 NO0139.hand held GPS observations or other comparable positioning techniques
 NO0139.and have an estimated accuracy of +/- 3 meters.
 NO0139
 NO0139.The orthometric height was determined by differential leveling and
 NO0139.adjusted by the NATIONAL GEODETIC SURVEY
 NO0139.in June 1991.
 NO0139
 NO0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0139.GEOID18 height accuracy estimate available here.
 NO0139
 NO0139.Click photographs - Photos may exist for this station.
 NO0139
 NO0139.The dynamic height is computed by dividing the NAVD 88
 NO0139.geopotential number by the normal gravity value computed on the
 NO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0139.degrees latitude (g = 980.6199 gals.).
 NO0139
 NO0139.The modeled gravity was interpolated from observed gravity values.
 NO0139
 NO0139;                    North         East    Units  Estimated Accuracy
 NO0139;SPC NE       -   343,717.5     438,503.0     MT  (+/- 3 meters HH1 GPS) 
 NO0139
 NO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5691754137(NAD 83)
 NO0139
 NO0139                          SUPERSEDED SURVEY CONTROL
 NO0139
 NO0139  NGVD 29 (??/??/92)  815.138  (m)         2674.33   (f) ADJ UNCH    1 2
 NO0139
 NO0139.Superseded values are not recommended for survey control.
 NO0139
 NO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0139.See file dsdata.pdf to determine how the superseded data were derived.
 NO0139
 NO0139_MARKER: DD = SURVEY DISK
 NO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0139_STAMPING: S 1 1947 2674
 NO0139_MARK LOGO: USGS
 NO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0139+STABILITY: SURFACE MOTION
 NO0139
 NO0139  HISTORY     - Date     Condition        Report By
 NO0139  HISTORY     - 1947     MONUMENTED       USGS
 NO0139  HISTORY     - 1957     GOOD             CGS
 NO0139
 NO0139                          STATION DESCRIPTION
 NO0139
 NO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0139'AT CROOKSTON.
 NO0139'ABOUT 0.1 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0139'FROM THE STATION AT CROOKSTON, IN SECTION 17, T. 34 N., R. 29 W.,
 NO0139'38 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 149 FEET NORTH
 NO0139'OF THE CENTER LINE OF U.S. HIGHWAY 20, 53 FEET WEST OF THE CENTER
 NO0139'LINE OF MAIN STREET, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NO0139'A SERVICE STATION 61 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 NO0139'OF MAIN STREET AND THE MAIN TRACK, 6 1/2 FEET NORTHWEST OF THE
 NO0139'FIFTH POLE EAST OF MILE POST 281, 2 FEET NORTHWEST OF A WHITE
 NO0139'WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL AND IN THE TOP
 NO0139'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1175 ***********************************************************************
 NM1175  DESIGNATION -  S 1
 NM1175  PID         -  NM1175
 NM1175  STATE/COUNTY-  NE/WAYNE
 NM1175  COUNTRY     -  US
 NM1175  USGS QUAD   -  NORFOLK NE (2017)
 NM1175
 NM1175                         *CURRENT SURVEY CONTROL
 NM1175  ______________________________________________________________________
 NM1175* NAD 83(1986) POSITION- 42 09 39.     (N) 097 16 40.     (W)   SCALED
 NM1175* NAVD 88 ORTHO HEIGHT -   544.020 (meters)     1784.84  (feet) ADJUSTED
 NM1175  ______________________________________________________________________
 NM1175  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NM1175  DYNAMIC HEIGHT  -        543.815 (meters)     1784.17  (feet) COMP
 NM1175  MODELED GRAVITY -    980,228.6   (mgal)                       NAVD 88
 NM1175
 NM1175  VERT ORDER      -  FIRST     CLASS II
 NM1175
 NM1175.The horizontal coordinates were scaled from a map and have
 NM1175.an estimated accuracy of +/- 6 seconds.
 NM1175
 NM1175.The orthometric height was determined by differential leveling and
 NM1175.adjusted by the NATIONAL GEODETIC SURVEY
 NM1175.in June 1991.
 NM1175
 NM1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1175.GEOID18 height accuracy estimate available here.
 NM1175
 NM1175.Click photographs - Photos may exist for this station.
 NM1175
 NM1175.The dynamic height is computed by dividing the NAVD 88
 NM1175.geopotential number by the normal gravity value computed on the
 NM1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1175.degrees latitude (g = 980.6199 gals.).
 NM1175
 NM1175.The modeled gravity was interpolated from observed gravity values.
 NM1175
 NM1175;                    North         East    Units  Estimated Accuracy
 NM1175;SPC NE       -   261,960.      724,870.      MT  (+/- 180 meters Scaled)
 NM1175
 NM1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM422690(NAD 83)
 NM1175
 NM1175                          SUPERSEDED SURVEY CONTROL
 NM1175
 NM1175  NGVD 29 (??/??/92)  543.819  (m)         1784.18   (f) ADJ UNCH    1 2
 NM1175
 NM1175.Superseded values are not recommended for survey control.
 NM1175
 NM1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1175.See file dsdata.pdf to determine how the superseded data were derived.
 NM1175
 NM1175_MARKER: Q = CHISELED SQUARE
 NM1175_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1175
 NM1175  HISTORY     - Date     Condition        Report By
 NM1175  HISTORY     - 1900     MONUMENTED       CGS
 NM1175  HISTORY     - 1947     GOOD             CGS
 NM1175  HISTORY     - 1963     POOR             USGS
 NM1175
 NM1175                          STATION DESCRIPTION
 NM1175
 NM1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1175'4 MI NE FROM HOSKINS.
 NM1175'4.0 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1175'OMAHA RAILWAY FROM THE STATION AT HOSKINS, 0.15 MILE SOUTHWEST OF
 NM1175'MILE POST EMR 34, AT APEX SIDING, 422.0 FEET WEST OF THE SWITCH
 NM1175'STAND AT THE EAST END OF THE SIDE TRACK, 162.0 FEET WEST OF THE
 NM1175'CENTER OF THE CROSSING OF A PRIVATE DIRT ROAD, 118.0 FEET WEST
 NM1175'NORTHWEST OF AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 34/5,
 NM1175'58.5 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 45.8
 NM1175'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 1.4 FOOT
 NM1175'SOUTHWEST OF A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE CUT IN
 NM1175'THE TOP OF A STONE POST AND SURROUNDED BY THE LETTERS U S B M,
 NM1175'ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.4 FOOT.
 NM1175
 NM1175                          STATION RECOVERY (1963)
 NM1175
 NM1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1175'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0125 ***********************************************************************
 NP0125  DESIGNATION -  S 10
 NP0125  PID         -  NP0125
 NP0125  STATE/COUNTY-  NE/BOX BUTTE
 NP0125  COUNTRY     -  US
 NP0125  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0125
 NP0125                         *CURRENT SURVEY CONTROL
 NP0125  ______________________________________________________________________
 NP0125* NAD 83(1986) POSITION- 42 04 31.     (N) 102 53 42.     (W)   SCALED
 NP0125* NAVD 88 ORTHO HEIGHT -  1203.151 (meters)     3947.34  (feet) ADJUSTED
 NP0125  ______________________________________________________________________
 NP0125  GEOID HEIGHT    -        -18.733 (meters)                     GEOID18
 NP0125  DYNAMIC HEIGHT  -       1202.443 (meters)     3945.02  (feet) COMP
 NP0125  MODELED GRAVITY -    979,991.2   (mgal)                       NAVD 88
 NP0125
 NP0125  VERT ORDER      -  FIRST     CLASS II
 NP0125
 NP0125.The horizontal coordinates were scaled from a map and have
 NP0125.an estimated accuracy of +/- 6 seconds.
 NP0125
 NP0125.The orthometric height was determined by differential leveling and
 NP0125.adjusted by the NATIONAL GEODETIC SURVEY
 NP0125.in June 1991.
 NP0125
 NP0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0125.GEOID18 height accuracy estimate available here.
 NP0125
 NP0125.Click photographs - Photos may exist for this station.
 NP0125
 NP0125.The dynamic height is computed by dividing the NAVD 88
 NP0125.geopotential number by the normal gravity value computed on the
 NP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0125.degrees latitude (g = 980.6199 gals.).
 NP0125
 NP0125.The modeled gravity was interpolated from observed gravity values.
 NP0125
 NP0125;                    North         East    Units  Estimated Accuracy
 NP0125;SPC NE       -   252,930.      260,550.      MT  (+/- 180 meters Scaled)
 NP0125
 NP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG741602(NAD 83)
 NP0125
 NP0125                          SUPERSEDED SURVEY CONTROL
 NP0125
 NP0125  NGVD 29 (??/??/92) 1202.564  (m)         3945.41   (f) ADJ UNCH    1 2
 NP0125
 NP0125.Superseded values are not recommended for survey control.
 NP0125
 NP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0125.See file dsdata.pdf to determine how the superseded data were derived.
 NP0125
 NP0125_MARKER: DB = BENCH MARK DISK
 NP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0125_STAMPING: S 10 1933 3945.127
 NP0125_MARK LOGO: CGS
 NP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0125+STABILITY: SURFACE MOTION
 NP0125
 NP0125  HISTORY     - Date     Condition        Report By
 NP0125  HISTORY     - 1933     MONUMENTED       CGS
 NP0125  HISTORY     - 1956     GOOD             CGS
 NP0125  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0125
 NP0125                          STATION DESCRIPTION
 NP0125
 NP0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0125'2.1 MI SW FROM ALLIANCE.
 NP0125'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0125'RAILROAD FROM THE STATION AT ALLIANCE, AT A ROAD CROSSING, 2
 NP0125'POLES SOUTH OF MILEPOST 2, 43.5 FEET EAST OF THE EAST RAIL, 36
 NP0125'FEET SOUTH OF THE CENTER LINE OF A ROAD, 9.3 FEET NORTHWEST OF A
 NP0125'TELEPHONE POLE, 5.8 FEET SOUTHWEST OF A FENCE CORNER, 4.7 FEET
 NP0125'WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE
 NP0125'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 NP0125'IN THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 24 NORTH, RANGE 48
 NP0125'WEST.
 NP0125
 NP0125                          STATION RECOVERY (1985)
 NP0125
 NP0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0125'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0291 ***********************************************************************
 NP0291  DESIGNATION -  S 11
 NP0291  PID         -  NP0291
 NP0291  STATE/COUNTY-  NE/DAWES
 NP0291  COUNTRY     -  US
 NP0291  USGS QUAD   -  BELMONT (2017)
 NP0291
 NP0291                         *CURRENT SURVEY CONTROL
 NP0291  ______________________________________________________________________
 NP0291* NAD 83(1986) POSITION- 42 32 52.     (N) 103 21 25.     (W)   SCALED
 NP0291* NAVD 88 ORTHO HEIGHT -  1369.067 (meters)     4491.68  (feet) ADJUSTED
 NP0291  ______________________________________________________________________
 NP0291  GEOID HEIGHT    -        -17.786 (meters)                     GEOID18
 NP0291  DYNAMIC HEIGHT  -       1368.249 (meters)     4489.00  (feet) COMP
 NP0291  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 NP0291
 NP0291  VERT ORDER      -  FIRST     CLASS II
 NP0291
 NP0291.The horizontal coordinates were scaled from a map and have
 NP0291.an estimated accuracy of +/- 6 seconds.
 NP0291
 NP0291.The orthometric height was determined by differential leveling and
 NP0291.adjusted by the NATIONAL GEODETIC SURVEY
 NP0291.in June 1991.
 NP0291
 NP0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0291.GEOID18 height accuracy estimate available here.
 NP0291
 NP0291.Click photographs - Photos may exist for this station.
 NP0291
 NP0291.The dynamic height is computed by dividing the NAVD 88
 NP0291.geopotential number by the normal gravity value computed on the
 NP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0291.degrees latitude (g = 980.6199 gals.).
 NP0291
 NP0291.The modeled gravity was interpolated from observed gravity values.
 NP0291
 NP0291;                    North         East    Units  Estimated Accuracy
 NP0291;SPC NE       -   306,740.      224,390.      MT  (+/- 180 meters Scaled)
 NP0291
 NP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349119(NAD 83)
 NP0291
 NP0291                          SUPERSEDED SURVEY CONTROL
 NP0291
 NP0291  NGVD 29 (??/??/92) 1368.378  (m)         4489.42   (f) ADJ UNCH    1 2
 NP0291
 NP0291.Superseded values are not recommended for survey control.
 NP0291
 NP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0291.See file dsdata.pdf to determine how the superseded data were derived.
 NP0291
 NP0291_MARKER: DB = BENCH MARK DISK
 NP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0291_STAMPING: S 11 1933 4488.971
 NP0291_MARK LOGO: CGS
 NP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0291+STABILITY: SURFACE MOTION
 NP0291
 NP0291  HISTORY     - Date     Condition        Report By
 NP0291  HISTORY     - 1933     MONUMENTED       CGS
 NP0291  HISTORY     - 1958     GOOD             CGS
 NP0291  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0291  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0291
 NP0291                          STATION DESCRIPTION
 NP0291
 NP0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NP0291'9.7 MI N FROM MARSLAND.
 NP0291'THE MARK IS 9.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND
 NP0291'QUINCY RAILROAD FROM THE STATION SIGN AT MARSLAND, ABOUT 800 FEET
 NP0291'SOUTH OF THE OVERPASS AT BELMONT, 66 FEET SOUTH OF THE FOOTINGS
 NP0291'OF THE FOUNDATION OF THE OLD RAILROAD STATION AT BELMONT, 130
 NP0291'FEET NORTH OF THE NORTH END OF AN OLD RAILROAD CAR USED AS A
 NP0291'SECTION HOUSE, 17 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 NP0291'1.6 FEET WEST OF A WHITE WITNESS POST AND SET IN A CONCRETE POST
 NP0291'WHICH IS FLUSH WITH THE GROUND.
 NP0291
 NP0291                          STATION RECOVERY (1976)
 NP0291
 NP0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0291'MARK NOT FOUND.
 NP0291
 NP0291                          STATION RECOVERY (1985)
 NP0291
 NP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0291'NOT RECOVERED.  AREA DESCRIBED HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1153 ***********************************************************************
 ML1153  DESIGNATION -  S 11 23
 ML1153  PID         -  ML1153
 ML1153  STATE/COUNTY-  NE/CUSTER
 ML1153  COUNTRY     -  US
 ML1153  USGS QUAD   -  MASON CITY SW (2017)
 ML1153
 ML1153                         *CURRENT SURVEY CONTROL
 ML1153  ______________________________________________________________________
 ML1153* NAD 83(1995) POSITION- 41 05 59.16175(N) 099 28 06.02278(W)   ADJUSTED
 ML1153* NAVD 88 ORTHO HEIGHT -   748.    (meters)     2454.    (feet) SCALED
 ML1153  ______________________________________________________________________
 ML1153  GEOID HEIGHT    -        -23.500 (meters)                     GEOID18
 ML1153  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 ML1153  HORZ ORDER      -  THIRD
 ML1153
 ML1153.The horizontal coordinates were established by classical geodetic methods
 ML1153.and adjusted by the National Geodetic Survey in August 1997.
 ML1153
 ML1153.The orthometric height was scaled from a topographic map.
 ML1153
 ML1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1153.GEOID18 height accuracy estimate available here.
 ML1153
 ML1153.Click photographs - Photos may exist for this station.
 ML1153
 ML1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1153
 ML1153. The following values were computed from the NAD 83(1995) position.
 ML1153
 ML1153;                    North         East     Units Scale Factor Converg.
 ML1153;SPC NE       -   140,744.394   544,649.409   MT  0.99968356   +0 21 08.4
 ML1153;SPC NE       -   461,758.90  1,786,903.94   sFT  0.99968356   +0 21 08.4
 ML1153;UTM  14      - 4,549,937.924   460,671.309   MT  0.99961904   -0 18 28.4
 ML1153
 ML1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1153!SPC NE       -   0.99988633  x   0.99968356  =   0.99956993
 ML1153!UTM  14      -   0.99988633  x   0.99961904  =   0.99950541
 ML1153
 ML1153:                Primary Azimuth Mark                     Grid Az
 ML1153:SPC NE       -  S 11 23 AZ MK                            343 02 12.2
 ML1153:UTM  14      -  S 11 23 AZ MK                            343 41 49.0
 ML1153
 ML1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6067149937(NAD 83)
 ML1153
 ML1153|---------------------------------------------------------------------|
 ML1153| PID    Reference Object                     Distance      Geod. Az  |
 ML1153|                                                           dddmmss.s |
 ML1153| CN9649 S 11 23 RM 1                         10.183 METERS 01416     |
 ML1153| CN9650 S 11 23 RM 2                         12.476 METERS 10647     |
 ML1153| CN9648 S 11 23 AZ MK                                      3432320.6 |
 ML1153|---------------------------------------------------------------------|
 ML1153
 ML1153                          SUPERSEDED SURVEY CONTROL
 ML1153
 ML1153  NAD 83(1986)-  41 05 59.16895(N)    099 28 06.02676(W) AD(       ) 3
 ML1153  NAD 27      -  41 05 59.13600(N)    099 28 04.65700(W) AD(       ) 3
 ML1153
 ML1153.Superseded values are not recommended for survey control.
 ML1153
 ML1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1153.See file dsdata.pdf to determine how the superseded data were derived.
 ML1153
 ML1153_MARKER: DB = BENCH MARK DISK
 ML1153_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1153_STAMPING: S-11-23
 ML1153_MARK LOGO: BOR
 ML1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1153
 ML1153  HISTORY     - Date     Condition        Report By
 ML1153  HISTORY     - UNK      MONUMENTED       BOR
 ML1153  HISTORY     - 1951     GOOD             CGS
 ML1153
 ML1153                          STATION DESCRIPTION
 ML1153
 ML1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1153'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH-NORTHEAST OF
 ML1153'SUMNER AND ABOUT 1.0 MILE NORTH OF THE SOUTH LOUP RIVER ON
 ML1153'THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE, 152 FEET
 ML1153'EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET NORTH OF A WITNESS
 ML1153'POST.  IT IS A STANDARD USBR BENCH MARK DISK SET IN TOP OF A
 ML1153'6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE AND
 ML1153'IS STAMPED S-11-23.
 ML1153'
 ML1153'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON ABOUT THE SAME
 ML1153'ELEVATION AS THE STATION.  IT IS STAMPED S-11-23 NO 1 1951 AND
 ML1153'PROJECTS 4 INCHES.
 ML1153'
 ML1153'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON ABOUT THE SAME
 ML1153'ELEVATION AS THE STATION.  IT IS STAMPED S-11-23 NO 2 1951
 ML1153'AND PROJECTS 3 INCHES.
 ML1153'
 ML1153'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 53.92 FEET.
 ML1153'
 ML1153'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 19 FEET SOUTHWEST
 ML1153'OF THE CENTER OF A CURVE IN ROAD, 2 FEET SOUTHEAST OF A FENCE
 ML1153'CORNER AND WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 ML1153'LINE.  IT IS STAMPED S-11-23 1951 AND PROJECTS 4 INCHES.
 ML1153'
 ML1153'TO REACH THE STATION FROM THE RAILROAD STATION IN SUMNER, GO
 ML1153'WEST ON STATE HIGHWAY 40 FOR 0.25 MILE TO A CROSSROAD, TURN
 ML1153'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.5 MILES TO A T
 ML1153'INTERSECTION, TURN RIGHT AND GO EAST FOR 0.5 MILE TO A CROSSROAD.
 ML1153'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 4.0 MILES TO A FORK,
 ML1153'TAKE RIGHT FORK AND CONTINUE NORTH ON WINDING ROAD FOR 3.8
 ML1153'MILES TO A STEEL BRIDGE ACROSS SOUTH LOUP RIVER, CONTINUE NORTH
 ML1153'ON MAIN TRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE RIGHT
 ML1153'FORK AND CONTINUE NORTH FOR 0.05 MILE TO A T ROAD RIGHT, TURN
 ML1153'RIGHT AND GO EAST FOR 1.2 MILES TO POINT WHERE ROAD CURVES
 ML1153'SOUTHEAST AND AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 ML1153'SOUTHEAST AND EAST FOR 0.6 MILE TO A T ROAD RIGHT.  TURN
 ML1153'RIGHT AND GO SOUTH FOR 0.25 MILE TO A DRIVEWAY INTO FARMYARD
 ML1153'ON RIGHT, TURN RIGHT INTO FARMYARD AND GO WEST FOR 0.05
 ML1153'MILE TO A GATE INTO FEEDING LOT JUST WEST OF HOUSE, TURN LEFT
 ML1153'THROUGH GATE AND GO SOUTH FOR 0.1 MILE TO A FENCE CORNER
 ML1153'ON RIGHT, TURN RIGHT AND GO WEST UP RAVINE FOR 0.35 MILE TO
 ML1153'TOP OF RIDGE, FROM THIS POINT GO NORTHWEST ALONG TOP OF
 ML1153'RIDGE FOR 0.25 MILE TO HIGHEST POINT AND STATION AS
 ML1153'DESCRIBED.
 ML1153'
 ML1153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1163 ***********************************************************************
 ML1163  DESIGNATION -  S 11 31
 ML1163  PID         -  ML1163
 ML1163  STATE/COUNTY-  NE/CUSTER
 ML1163  COUNTRY     -  US
 ML1163  USGS QUAD   -  EDDYVILLE NW (2017)
 ML1163
 ML1163                         *CURRENT SURVEY CONTROL
 ML1163  ______________________________________________________________________
 ML1163* NAD 83(1995) POSITION- 41 12 17.80124(N) 099 41 41.69433(W)   ADJUSTED
 ML1163* NAVD 88 ORTHO HEIGHT -   791.    (meters)     2595.    (feet) SCALED
 ML1163  ______________________________________________________________________
 ML1163  GEOID HEIGHT    -        -22.969 (meters)                     GEOID18
 ML1163  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 ML1163  HORZ ORDER      -  THIRD
 ML1163
 ML1163.The horizontal coordinates were established by classical geodetic methods
 ML1163.and adjusted by the National Geodetic Survey in August 1997.
 ML1163
 ML1163.The orthometric height was scaled from a topographic map.
 ML1163
 ML1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1163.GEOID18 height accuracy estimate available here.
 ML1163
 ML1163.Click photographs - Photos may exist for this station.
 ML1163
 ML1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1163
 ML1163. The following values were computed from the NAD 83(1995) position.
 ML1163
 ML1163;                    North         East     Units Scale Factor Converg.
 ML1163;SPC NE       -   152,329.176   525,580.264   MT  0.99967231   +0 12 07.8
 ML1163;SPC NE       -   499,766.64  1,724,341.25   sFT  0.99967231   +0 12 07.8
 ML1163;UTM  14      - 4,561,741.040   441,737.790   MT  0.99964178   -0 27 28.0
 ML1163
 ML1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1163!SPC NE       -   0.99987951  x   0.99967231  =   0.99955185
 ML1163!UTM  14      -   0.99987951  x   0.99964178  =   0.99952133
 ML1163
 ML1163:                Primary Azimuth Mark                     Grid Az
 ML1163:SPC NE       -  S 11 31 AZ MK                            006 21 39.2
 ML1163:UTM  14      -  S 11 31 AZ MK                            007 01 15.0
 ML1163
 ML1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4173761741(NAD 83)
 ML1163
 ML1163|---------------------------------------------------------------------|
 ML1163| PID    Reference Object                     Distance      Geod. Az  |
 ML1163|                                                           dddmmss.s |
 ML1163| CN9651 S 11 31 AZ MK                                      0063347.0 |
 ML1163| CN9652 S 11 31 RM 1                         13.803 METERS 00804     |
 ML1163| CN9653 S 11 31 RM 2                         15.733 METERS 09002     |
 ML1163|---------------------------------------------------------------------|
 ML1163
 ML1163                          SUPERSEDED SURVEY CONTROL
 ML1163
 ML1163  NAD 83(1986)-  41 12 17.80835(N)    099 41 41.69947(W) AD(       ) 3
 ML1163  NAD 27      -  41 12 17.77800(N)    099 41 40.29200(W) AD(       ) 3
 ML1163
 ML1163.Superseded values are not recommended for survey control.
 ML1163
 ML1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1163.See file dsdata.pdf to determine how the superseded data were derived.
 ML1163
 ML1163_MARKER: DB = BENCH MARK DISK
 ML1163_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1163_STAMPING: S-11-31
 ML1163_MARK LOGO: BOR
 ML1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1163
 ML1163  HISTORY     - Date     Condition        Report By
 ML1163  HISTORY     - UNK      MONUMENTED       BOR
 ML1163
 ML1163                          STATION DESCRIPTION
 ML1163
 ML1163'DESCRIBED BY US BUREAU OF RECLAMATION UNK (RLE)
 ML1163'THE STATION IS LOCATED IN THE SOUTH EDGE OF A PASTURE, ABOUT
 ML1163'6 MILES NORTHEAST OF OCONTO AND 1.5 MILES NORTH OF THE SOUTH
 ML1163'LOUP RIVER.  IT IS 23 FEET WEST OF THE WEST END OF A WIRE GATE
 ML1163'AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 ML1163'
 ML1163'A U.S. BUREAU OF RECLAMATION MARK WAS USED FOR THE STATION.
 ML1163'IT IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK SET
 ML1163'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS STAMPED
 ML1163'S-11-31 AND PROJECTS 3 INCHES.
 ML1163'
 ML1163'REFERENCE MARK NO. 1 IS 47 FEET NORTH OF AN EAST-WEST FENCE
 ML1163'LINE AND IS 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 ML1163'IS STAMPED S 11 31 NO 1 1951 AND IS SET FLUSH.
 ML1163'
 ML1163'REFERENCE MARK NO. 2 IS JUST NORTH OF AN EAST-WEST FENCE LINE,
 ML1163'13 FEET EAST OF THE EAST END OF A WIRE GATE AND IS 3 FEET
 ML1163'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED S 11 31
 ML1163'NO 2 1951 AND PROJECTS 6 INCHES.
 ML1163'
 ML1163'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1163'NO. 2 IS 63.7 FEET.
 ML1163'
 ML1163'THE AZIMUTH MARK IS LOCATED 29 FEET SOUTH OF THE CENTER OF
 ML1163'AN EAST-WEST DIRT ROAD, 1 FOOT EAST OF A WITNESS POST AND
 ML1163'JUST SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED S 11 31
 ML1163'1951 AND PROJECTS 4 INCHES.
 ML1163'
 ML1163'TO REACH THE STATION FROM THE POST OFFICE IN OCONTO, GO NORTH
 ML1163'TO THE FIRST CROSS STREET, TURN RIGHT AND GO EAST 0.2 MILE
 ML1163'TO STATE HIGHWAY 21.  TURN LEFT AND GO NORTH AND NORTHEAST
 ML1163'ON STATE HIGHWAY 21 FOR 4.8 MILES TO A BRIDGE ACROSS THE
 ML1163'SOUTH LOUP RIVER, CROSS THE BRIDGE AND CONTINUE NORTHERLY
 ML1163'FOR 1.4 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO EAST
 ML1163'ON A DIRT ROAD FOR 0.15 MILE TO BUFFORD TYSONS HOME ON THE
 ML1163'RIGHT, TURN RIGHT AND GO SOUTH FOR ABOUT 100 YARDS TO A BARN.
 ML1163'PASS THROUGH A GATE AT THE NORTHWEST CORNER OF THE BARN AND
 ML1163'GO NORTH ABOUT 100 YARDS TO A GATE JUST WEST OF A WINDMILL,
 ML1163'PASS THROUGH THE GATE AND TURN SOUTH ACROSS DRAW AND GO
 ML1163'SOUTH ACROSS PASTURE FOR 0.5 MILE TO THE TOP OF THE HILL AND
 ML1163'THE STATION AS DESCRIBED.
 ML1163'
 ML1163'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY TO BUFFORD TYSONS
 ML1163'HOUSE, GO EAST ON A DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH
 ML1163'MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0713 ***********************************************************************
 ML0713  DESIGNATION -  S 116
 ML0713  PID         -  ML0713
 ML0713  STATE/COUNTY-  NE/SHERMAN
 ML0713  COUNTRY     -  US
 ML0713  USGS QUAD   -  LOUP CITY (2017)
 ML0713
 ML0713                         *CURRENT SURVEY CONTROL
 ML0713  ______________________________________________________________________
 ML0713* NAD 83(1986) POSITION- 41 16 45.     (N) 098 59 57.     (W)   SCALED
 ML0713* NAVD 88 ORTHO HEIGHT -   631.575 (meters)     2072.09  (feet) ADJUSTED
 ML0713  ______________________________________________________________________
 ML0713  GEOID HEIGHT    -        -23.898 (meters)                     GEOID18
 ML0713  DYNAMIC HEIGHT  -        631.250 (meters)     2071.03  (feet) COMP
 ML0713  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 ML0713
 ML0713  VERT ORDER      -  SECOND    CLASS 0
 ML0713
 ML0713.The horizontal coordinates were scaled from a map and have
 ML0713.an estimated accuracy of +/- 6 seconds.
 ML0713
 ML0713.The orthometric height was determined by differential leveling and
 ML0713.adjusted by the NATIONAL GEODETIC SURVEY
 ML0713.in June 1991.
 ML0713
 ML0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0713.GEOID18 height accuracy estimate available here.
 ML0713
 ML0713.Click photographs - Photos may exist for this station.
 ML0713
 ML0713.The dynamic height is computed by dividing the NAVD 88
 ML0713.geopotential number by the normal gravity value computed on the
 ML0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0713.degrees latitude (g = 980.6199 gals.).
 ML0713
 ML0713.The modeled gravity was interpolated from observed gravity values.
 ML0713
 ML0713;                    North         East    Units  Estimated Accuracy
 ML0713;SPC NE       -   161,010.      583,820.      MT  (+/- 180 meters Scaled)
 ML0713
 ML0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL000697(NAD 83)
 ML0713
 ML0713                          SUPERSEDED SURVEY CONTROL
 ML0713
 ML0713  NGVD 29 (??/??/92)  631.329  (m)         2071.29   (f) ADJ UNCH    2 0
 ML0713
 ML0713.Superseded values are not recommended for survey control.
 ML0713
 ML0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0713.See file dsdata.pdf to determine how the superseded data were derived.
 ML0713
 ML0713_MARKER: DB = BENCH MARK DISK
 ML0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0713_STAMPING: S 116 1934
 ML0713_MARK LOGO: CGS
 ML0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0713+STABILITY: SURFACE MOTION
 ML0713
 ML0713  HISTORY     - Date     Condition        Report By
 ML0713  HISTORY     - 1934     MONUMENTED       CGS
 ML0713  HISTORY     - 1949     GOOD             CGS
 ML0713
 ML0713                          STATION DESCRIPTION
 ML0713
 ML0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0713'1.8 MI W FROM LOUP CITY.
 ML0713'1.8 MILES WEST ALONG STATE HIGHWAY 92 FROM THE COUNTY COURTHOUSE
 ML0713'AT LOUP CITY, SHERMAN COUNTY, 100 FEET WEST OF A BRIDGE OVER
 ML0713'MIDDLE LOUP RIVER, 30 FEET NORTH OF THE CENTERLINE OF THE
 ML0713'HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ML0713'DISK, STAMPED S 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0085 ***********************************************************************
 ML0085  DESIGNATION -  S 118
 ML0085  PID         -  ML0085
 ML0085  STATE/COUNTY-  NE/GREELEY
 ML0085  COUNTRY     -  US
 ML0085  USGS QUAD   -  SPALDING (2017)
 ML0085
 ML0085                         *CURRENT SURVEY CONTROL
 ML0085  ______________________________________________________________________
 ML0085* NAD 83(1986) POSITION- 41 41 03.     (N) 098 21 50.     (W)   SCALED
 ML0085* NAVD 88 ORTHO HEIGHT -   573.981 (meters)     1883.14  (feet) ADJUSTED
 ML0085  ______________________________________________________________________
 ML0085  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 ML0085  DYNAMIC HEIGHT  -        573.707 (meters)     1882.24  (feet) COMP
 ML0085  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 ML0085
 ML0085  VERT ORDER      -  SECOND    CLASS 0
 ML0085
 ML0085.The horizontal coordinates were scaled from a map and have
 ML0085.an estimated accuracy of +/- 6 seconds.
 ML0085
 ML0085.The orthometric height was determined by differential leveling and
 ML0085.adjusted by the NATIONAL GEODETIC SURVEY
 ML0085.in June 1991.
 ML0085
 ML0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0085.GEOID18 height accuracy estimate available here.
 ML0085
 ML0085.Click photographs - Photos may exist for this station.
 ML0085
 ML0085.The dynamic height is computed by dividing the NAVD 88
 ML0085.geopotential number by the normal gravity value computed on the
 ML0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0085.degrees latitude (g = 980.6199 gals.).
 ML0085
 ML0085.The modeled gravity was interpolated from observed gravity values.
 ML0085
 ML0085;                    North         East    Units  Estimated Accuracy
 ML0085;SPC NE       -   206,780.      636,170.      MT  (+/- 180 meters Scaled)
 ML0085
 ML0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM529149(NAD 83)
 ML0085
 ML0085                          SUPERSEDED SURVEY CONTROL
 ML0085
 ML0085  NGVD 29 (??/??/92)  573.740  (m)         1882.35   (f) ADJ UNCH    2 0
 ML0085
 ML0085.Superseded values are not recommended for survey control.
 ML0085
 ML0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0085.See file dsdata.pdf to determine how the superseded data were derived.
 ML0085
 ML0085_MARKER: DB = BENCH MARK DISK
 ML0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0085_SP_SET: TOWER BASE
 ML0085_STAMPING: S 118 1935
 ML0085_MARK LOGO: CGS
 ML0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0085
 ML0085  HISTORY     - Date     Condition        Report By
 ML0085  HISTORY     - 1935     MONUMENTED       CGS
 ML0085  HISTORY     - 1950     GOOD             CGS
 ML0085
 ML0085                          STATION DESCRIPTION
 ML0085
 ML0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0085'AT SPALDING.
 ML0085'AT SPALDING, 250 FEET WEST OF THE SOUTHWEST CORNER OF THE UNION
 ML0085'PACIFIC RAILROAD STATION, 13 FEET SOUTH OF THE SOUTH RAIL OF THE
 ML0085'RAILROAD, 119 FEET WEST OF A WATER SPROUT, 94 FEET SOUTHEAST OF
 ML0085'THE MOST EASTERLY ONE OF TWO SETS OF GASOLINE PIPES, 1 FOOT
 ML0085'ABOVE THE GROUND, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 ML0085'NORTHEAST CONCRETE BASE OF AN OLD WINDMILL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0036 ***********************************************************************
 LJ0036  DESIGNATION -  S 119 RESET
 LJ0036  PID         -  LJ0036
 LJ0036  STATE/COUNTY-  NE/DAWSON
 LJ0036  COUNTRY     -  US
 LJ0036  USGS QUAD   -  GOTHENBURG (2017)
 LJ0036
 LJ0036                         *CURRENT SURVEY CONTROL
 LJ0036  ______________________________________________________________________
 LJ0036* NAD 83(1986) POSITION- 40 57 32.     (N) 100 10 02.     (W)   SCALED
 LJ0036* NAVD 88 ORTHO HEIGHT -   796.75  (meters)     2614.0   (feet) RESET
 LJ0036  ______________________________________________________________________
 LJ0036  GEOID HEIGHT    -        -23.013 (meters)                     GEOID18
 LJ0036  VERT ORDER      -  THIRD
 LJ0036
 LJ0036.The horizontal coordinates were scaled from a map and have
 LJ0036.an estimated accuracy of +/- 6 seconds.
 LJ0036
 LJ0036.The orthometric height was computed from unverified reset data.
 LJ0036
 LJ0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0036.GEOID18 height accuracy estimate available here.
 LJ0036
 LJ0036.Click photographs - Photos may exist for this station.
 LJ0036
 LJ0036;                    North         East    Units  Estimated Accuracy
 LJ0036;SPC NE       -   124,980.      485,930.      MT  (+/- 180 meters Scaled)
 LJ0036
 LJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML017348(NAD 83)
 LJ0036
 LJ0036                          SUPERSEDED SURVEY CONTROL
 LJ0036
 LJ0036  NGVD 29 (??/??/??)  796.46   (m)         2613.1    (f) RESET       3  
 LJ0036
 LJ0036.Superseded values are not recommended for survey control.
 LJ0036
 LJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0036.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0036
 LJ0036_MARKER: DB = BENCH MARK DISK
 LJ0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0036_STAMPING: S 119 RESET 1962
 LJ0036_MARK LOGO: CGS
 LJ0036_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0036
 LJ0036  HISTORY     - Date     Condition        Report By
 LJ0036  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0036  HISTORY     - 19910830 GOOD             NEDR
 LJ0036
 LJ0036                          STATION DESCRIPTION
 LJ0036
 LJ0036'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0036'2.2 MI N FROM GOTHENBURG.
 LJ0036'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 LJ0036'GOTHENBURG, AT A ROAD CROSSING, 38 FEET SOUTH OF THE CENTERLINE
 LJ0036'OF THE ROAD, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0036'AND 8 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER DIRECTLY WEST,
 LJ0036'11 FEET FROM END OF ROADWAY CULVERT PIPE UNDER HIGHWAY, AND SET
 LJ0036'IN THE TOP OF AN 8 INCH PIPE, WHICH IS SET IN CONCRETE, AND
 LJ0036'GUARDED BY THREE STEEL FENCE POSTS.
 LJ0036
 LJ0036                          STATION RECOVERY (1991)
 LJ0036
 LJ0036'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991
 LJ0036'RECOVERED IN GOOD CONDITION, HOWEVER ROAD CONSTRUCTION CAUSED THE
 LJ0036'MARK TO BE REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0545 ***********************************************************************
 LJ0545  DESIGNATION -  S 119 RESET
 LJ0545  PID         -  LJ0545
 LJ0545  STATE/COUNTY-  NE/DAWSON
 LJ0545  COUNTRY     -  US
 LJ0545  USGS QUAD   -  GOTHENBURG (2017)
 LJ0545
 LJ0545                         *CURRENT SURVEY CONTROL
 LJ0545  ______________________________________________________________________
 LJ0545* NAD 83(1986) POSITION- 40 57 32.     (N) 100 10 02.     (W)   SCALED
 LJ0545* NAVD 88 ORTHO HEIGHT -   796.92  (+/-2cm)     2614.6   (feet) VERTCON
 LJ0545  ______________________________________________________________________
 LJ0545  GEOID HEIGHT    -        -23.013 (meters)                     GEOID18
 LJ0545  VERT ORDER      -  THIRD (See Below)
 LJ0545
 LJ0545.The horizontal coordinates were scaled from a map and have
 LJ0545.an estimated accuracy of +/- 6 seconds.
 LJ0545
 LJ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0545
 LJ0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0545.GEOID18 height accuracy estimate available here.
 LJ0545
 LJ0545.The vertical order pertains to the NGVD 29 superseded value.
 LJ0545
 LJ0545.Click photographs - Photos may exist for this station.
 LJ0545
 LJ0545;                    North         East    Units  Estimated Accuracy
 LJ0545;SPC NE       -   124,980.      485,930.      MT  (+/- 180 meters Scaled)
 LJ0545
 LJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML017348(NAD 83)
 LJ0545
 LJ0545                          SUPERSEDED SURVEY CONTROL
 LJ0545
 LJ0545  NGVD 29 (01/31/13)  796.62   (m)         2613.6    (f) RESET       3  
 LJ0545
 LJ0545.Superseded values are not recommended for survey control.
 LJ0545
 LJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0545.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0545
 LJ0545_MARKER: DV = VERTICAL CONTROL DISK
 LJ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0545_STAMPING: S 119 RESET 1991
 LJ0545_MARK LOGO: NGS
 LJ0545_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LJ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0545+STABILITY: SURFACE MOTION
 LJ0545
 LJ0545  HISTORY     - Date     Condition        Report By
 LJ0545  HISTORY     - 1991     MONUMENTED       NEDR
 LJ0545  HISTORY     - 20100907 MARK NOT FOUND   NEGS
 LJ0545
 LJ0545                          STATION DESCRIPTION
 LJ0545
 LJ0545'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 LJ0545'1 MI (1.6 KM) NORTH OF THE CITY LIMITS OF GOTHENBURG, AT A CROSSROAD,
 LJ0545'ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 47 AT MILEPOST 65.2 AND
 LJ0545'NEAR THE NORTHWEST CORNER OF SEC3, T11N, R25W, FROM THE POST OFFICE
 LJ0545'AT GOTHENBURG, GO NORTH ON STATE HIGHWAY 47 FOR 2.2 MI (3.5 KM) TO
 LJ0545'THE MARK ON THE RIGHT, SET INTO THE TOP OF A CONCRETE MONUMENT THAT
 LJ0545'PROJECTS 0.5 FT (0.2 M) ABOVE THE GROUND SURFACE.  IT IS 59.0 FT
 LJ0545'(18.0 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 160 FT (48.8 M)
 LJ0545'SOUTHWEST FROM A UTILITY POLE, 121 FT (36.9 M) NORTHWEST FROM A
 LJ0545'UTILITY POLE AND 116 FT (35.4 M) SOUTH-SOUTHEAST FROM A UTILITY POLE.
 LJ0545
 LJ0545                          STATION RECOVERY (2010)
 LJ0545
 LJ0545'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0027 ***********************************************************************
 LG0027  DESIGNATION -  S 12
 LG0027  PID         -  LG0027
 LG0027  STATE/COUNTY-  NE/OTOE
 LG0027  COUNTRY     -  US
 LG0027  USGS QUAD   -  UNADILLA (2017)
 LG0027
 LG0027                         *CURRENT SURVEY CONTROL
 LG0027  ______________________________________________________________________
 LG0027* NAD 83(1986) POSITION- 40 41 33.     (N) 096 19 54.     (W)   SCALED
 LG0027* NAVD 88 ORTHO HEIGHT -   335.478 (meters)     1100.65  (feet) ADJUSTED
 LG0027  ______________________________________________________________________
 LG0027  GEOID HEIGHT    -        -26.746 (meters)                     GEOID18
 LG0027  DYNAMIC HEIGHT  -        335.324 (meters)     1100.14  (feet) COMP
 LG0027  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 LG0027
 LG0027  VERT ORDER      -  FIRST     CLASS II
 LG0027
 LG0027.The horizontal coordinates were scaled from a map and have
 LG0027.an estimated accuracy of +/- 6 seconds.
 LG0027
 LG0027.The orthometric height was determined by differential leveling and
 LG0027.adjusted by the NATIONAL GEODETIC SURVEY
 LG0027.in June 1991.
 LG0027
 LG0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0027.GEOID18 height accuracy estimate available here.
 LG0027
 LG0027.Click photographs - Photos may exist for this station.
 LG0027
 LG0027.The dynamic height is computed by dividing the NAVD 88
 LG0027.geopotential number by the normal gravity value computed on the
 LG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0027.degrees latitude (g = 980.6199 gals.).
 LG0027
 LG0027.The modeled gravity was interpolated from observed gravity values.
 LG0027
 LG0027;                    North         East    Units  Estimated Accuracy
 LG0027;SPC NE       -   101,970.      809,900.      MT  (+/- 180 meters Scaled)
 LG0027
 LG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL254080(NAD 83)
 LG0027
 LG0027                          SUPERSEDED SURVEY CONTROL
 LG0027
 LG0027  NGVD 29 (??/??/92)  335.377  (m)         1100.32   (f) ADJ UNCH    1 2
 LG0027
 LG0027.Superseded values are not recommended for survey control.
 LG0027
 LG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0027.See file dsdata.pdf to determine how the superseded data were derived.
 LG0027
 LG0027_MARKER: DB = BENCH MARK DISK
 LG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0027_STAMPING: 1099.745 S 12 1933
 LG0027_MARK LOGO: CGS
 LG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0027+STABILITY: SURFACE MOTION
 LG0027
 LG0027  HISTORY     - Date     Condition        Report By
 LG0027  HISTORY     - 1933     MONUMENTED       CGS
 LG0027  HISTORY     - 1940     GOOD             CGS
 LG0027  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0027
 LG0027                          STATION DESCRIPTION
 LG0027
 LG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0027'3.1 MI E FROM PALMYRA.
 LG0027'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0027'FROM THE STATION AT PALMYRA, OTOE COUNTY, 84 FEET NORTHWEST OF
 LG0027'MILEPOST 36, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 65 FEET
 LG0027'NORTHEAST OF THE CENTER OF THE CROSSING, 57 FEET EAST OF THE
 LG0027'CENTERLINE OF THE ROAD, 49 FEET NORTH OF THE CENTERLINE OF THE
 LG0027'TRACK, 22 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE
 LG0027'RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 LG0027'POST.  A STANDARD DISK, STAMPED 1099.745 S 12 1933 AND SET IN THE
 LG0027'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0027
 LG0027                          STATION RECOVERY (1964)
 LG0027
 LG0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0419 ***********************************************************************
 NO0419  CBN         -  This is a Cooperative Base Network Control Station.
 NO0419  DESIGNATION -  S 12
 NO0419  PID         -  NO0419
 NO0419  STATE/COUNTY-  NE/CHERRY
 NO0419  COUNTRY     -  US
 NO0419  USGS QUAD   -  BROWNLEE (2017)
 NO0419
 NO0419                         *CURRENT SURVEY CONTROL
 NO0419  ______________________________________________________________________
 NO0419* NAD 83(2011) POSITION- 42 22 28.97426(N) 100 32 40.98313(W)   ADJUSTED
 NO0419* NAD 83(2011) ELLIP HT-   896.656 (meters)        (06/27/12)   ADJUSTED
 NO0419* NAD 83(2011) EPOCH   -  2010.00
 NO0419* NAVD 88 ORTHO HEIGHT -   918.1   (meters)     3012.    (feet) GPS OBS
 NO0419  ______________________________________________________________________
 NO0419  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NO0419  GEOID HEIGHT    -        -21.172 (meters)                     GEOID93
 NO0419  GEOID HEIGHT    -        -21.530 (meters)                     GEOID18
 NO0419  NAD 83(2011) X  -   -863,720.424 (meters)                     COMP
 NO0419  NAD 83(2011) Y  - -4,640,005.073 (meters)                     COMP
 NO0419  NAD 83(2011) Z  -  4,277,048.189 (meters)                     COMP
 NO0419  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 NO0419
 NO0419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0419  Standards:
 NO0419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0419  -------------------------------------------------------------------
 NO0419  NETWORK    0.50   1.39           0.24   0.15   0.71     -0.05747214
 NO0419  -------------------------------------------------------------------
 NO0419  Click here for local accuracies and other accuracy information.
 NO0419
 NO0419.The horizontal coordinates were established by GPS observations
 NO0419.and adjusted by the National Geodetic Survey in June 2012.
 NO0419
 NO0419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0419.been affixed to the stable North American tectonic plate. See 
 NO0419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0419
 NO0419.The horizontal coordinates are valid at the epoch date displayed above
 NO0419.which is a decimal equivalence of Year/Month/Day.
 NO0419
 NO0419.The orthometric height was determined by GPS observations and a
 NO0419.high-resolution geoid model.
 NO0419
 NO0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0419.GEOID18 height accuracy estimate available here.
 NO0419
 NO0419.Click photographs - Photos may exist for this station.
 NO0419
 NO0419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0419
 NO0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0419
 NO0419.The ellipsoidal height was determined by GPS observations
 NO0419.and is referenced to NAD 83.
 NO0419
 NO0419. The following values were computed from the NAD 83(2011) position.
 NO0419
 NO0419;                    North         East     Units Scale Factor Converg.
 NO0419;SPC NE       -   282,310.294   455,145.929   MT  0.99977363   -0 21 39.5
 NO0419;SPC NE       -   926,213.02  1,493,257.94   sFT  0.99977363   -0 21 39.5
 NO0419;UTM  14      - 4,692,537.376   372,822.015   MT  0.99979901   -1 02 28.5
 NO0419
 NO0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0419!SPC NE       -   0.99985939  x   0.99977363  =   0.99963305
 NO0419!UTM  14      -   0.99985939  x   0.99979901  =   0.99965843
 NO0419
 NO0419:                Primary Azimuth Mark                     Grid Az
 NO0419:SPC NE       -  S 12 AZ MK                               175 48 21.6
 NO0419:UTM  14      -  S 12 AZ MK                               176 29 10.6
 NO0419
 NO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7282292537(NAD 83)
 NO0419
 NO0419|---------------------------------------------------------------------|
 NO0419| PID    Reference Object                     Distance      Geod. Az  |
 NO0419|                                                           dddmmss.s |
 NO0419| CO2225 S 12 RM 1                            28.212 METERS 09925     |
 NO0419| CO2224 S 12 AZ MK                                         1752642.1 |
 NO0419| CO2226 S 12 RM 2                             9.278 METERS 18534     |
 NO0419|---------------------------------------------------------------------|
 NO0419
 NO0419                          SUPERSEDED SURVEY CONTROL
 NO0419
 NO0419  NAD 83(2007)-  42 22 28.97411(N)    100 32 40.98422(W) AD(2002.00) 0
 NO0419  ELLIP H (02/10/07)  896.683  (m)                       GP(2002.00)    
 NO0419  ELLIP H (09/24/01)  896.658  (m)                       GP(       ) 4 1
 NO0419  NAD 83(1995)-  42 22 28.97379(N)    100 32 40.98395(W) AD(       ) B
 NO0419  ELLIP H (06/25/96)  896.700  (m)                       GP(       ) 1 1
 NO0419  NAD 83(1986)-  42 22 28.97527(N)    100 32 40.98883(W) AD(       ) 2
 NO0419  NAD 27      -  42 22 28.97800(N)    100 32 39.50000(W) AD(       ) 2
 NO0419  NGVD 29             917.84   (m)         3011.3    (f) LEVELING    3  
 NO0419
 NO0419.Superseded values are not recommended for survey control.
 NO0419
 NO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0419.See file dsdata.pdf to determine how the superseded data were derived.
 NO0419
 NO0419_MARKER: DB = BENCH MARK DISK
 NO0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0419_STAMPING: S 12 1947 3011
 NO0419_MARK LOGO: USGS
 NO0419_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0419+STABILITY: SURFACE MOTION
 NO0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0419+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2017
 NO0419
 NO0419  HISTORY     - Date     Condition        Report By
 NO0419  HISTORY     - 1947     MONUMENTED       USGS
 NO0419  HISTORY     - 1949     GOOD             USGS
 NO0419  HISTORY     - 19890522 GOOD             NGS
 NO0419  HISTORY     - 19950407 GOOD             NGS
 NO0419  HISTORY     - 20150211 GOOD             JEOCON
 NO0419  HISTORY     - 20160329 GOOD             NEGS
 NO0419  HISTORY     - 20160413 GOOD             NEGS
 NO0419  HISTORY     - 20170127 GOOD             COMPDA
 NO0419
 NO0419                          STATION DESCRIPTION
 NO0419
 NO0419'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0419'THE STATION IS LOCATED ABOUT 27.0 MILES NORTH OF THEDFORD AND
 NO0419'ABOUT 5.5 MILES NORTH AND 4 MILES EAST OF BROWNLEE ALONG THE
 NO0419'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 83.  IT IS 46.0 FEET WEST
 NO0419'OF THE CENTER OF U.S. HIGHWAY NO. 83, 7.0 FEET SOUTH OF A WITNESS
 NO0419'POST AND 1.0 FOOT EAST OF A FENCE.  IT IS A STANDARD U.S.G.S.
 NO0419'BENCH MARK DISK SET IN THE TOP OF A SIX INCH SQUARE CONCRETE
 NO0419'POST PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS STAMPED
 NO0419'S-12 1947 3011.
 NO0419'
 NO0419'REFERENCE MARK NO. 1 IS 45.0 FEET NORTH OF A CONCRETE
 NO0419'RIGHT-OF-WAY MARKER, 43.0 FEET EAST OF THE CENTER OF U.S.
 NO0419'HIGHWAY NO. 83 AND 1.5 FEET WEST OF A FENCE.  IT PROJECTS
 NO0419'4 INCHES AND IS STAMPED BM S 12 NO 1 1949.
 NO0419'
 NO0419'REFERENCE MARK NO. 2 IS 46.0 FEET WEST OF THE CENTER OF U.S.
 NO0419'HIGHWAY NO. 83, 16.0 FEET NORTH-NORTHEAST OF A CONCRETE
 NO0419'RIGHT-OF-WAY MARKER AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS
 NO0419'4 INCHES AND IS STAMPED BM S 12 NO 2 1949.
 NO0419'
 NO0419'THE AZIMUTH MARK IS 59.0 FEET WEST OF THE CENTER OF U.S.
 NO0419'HIGHWAY NO. 83, 2.0 FEET NORTH OF A WITNESS POST AND 0.7 OF
 NO0419'A FOOT EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 NO0419'BM S 12 1949.
 NO0419'
 NO0419'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO EAST
 NO0419'ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT ON MAIN STREET
 NO0419'AND GO 1 BLOCK TO U.S. HIGHWAY NO. 83 AND STATE ROUTE NO. 2,
 NO0419'TURN RIGHT ON U.S. HIGHWAY NO. 83 AND STATE ROUTE NO. 2 AND
 NO0419'GO 1.75 MILES TO WHERE U.S. HIGHWAY NO. 83 TURNS TO THE LEFT,
 NO0419'TURN LEFT ON U.S. HIGHWAY NO. 83 AND GO NORTH FOR 26.1 MILES TO
 NO0419'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON U.S.
 NO0419'HIGHWAY NO. 83 FOR 1.2 MILES TO THE TOP OF THE HILL AND THE STATION
 NO0419'ON THE LEFT AS DESCRIBED.
 NO0419'
 NO0419'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0419'
 NO0419'A 4 FOOT SIGNAL AT STATION BROWNLEE IS VISIBLE AT 4 FEET.
 NO0419'
 NO0419'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0419'
 NO0419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0419
 NO0419                          STATION RECOVERY (1989)
 NO0419
 NO0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0419'THE STATION IS LOCATED ABOUT 43.5 KM (27.05 MI) NORTH OF THEDFORD,
 NO0419'32.2 KM (20.00 MI) NORTH OF THE THOMAS-CHERRY COUNTY LINE, 10.38 KM
 NO0419'(6.45 MI) NORTH OF THE NORTH LOUP RIVER, IN THE WEST RIGHT-OF-WAY OF
 NO0419'U.S. HIGHWAY 83.  OWNERSHIP--NE DEPT OF ROADS.
 NO0419'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THEDFORD, GO NORTH
 NO0419'ON WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH STATE
 NO0419'HIGHWAY 2.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 2 FOR 3.14 KM
 NO0419'(1.95 MI) TO THE JUNCTION WITH U.S. HIGHWAY 83 NORTH ON THE LEFT.
 NO0419'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 83 FOR 11.6 KM (7.20 MI) TO A
 NO0419'GRAVEL ROAD ON THE LEFT AT THE THOMAS-CHERRY COUNTY LINE.  CONTINUE
 NO0419'NORTH FOR 14.2 KM (8.80 MI) TO A CROSSROAD, GRAVEL ON THE LEFT AND
 NO0419'PAVED ON THE RIGHT.  CONTINUE NORTH FOR 7.6 KM (4.70 MI) TO THE CENTER
 NO0419'OF A BRIDGE OVER THE NORTH LOUP RIVER.  CONTINUE NORTH FOR 10.38 KM
 NO0419'(6.45 MI) TO THE STATION ON THE LEFT.
 NO0419'THE STATION MARK IS SET 14.2 M (46.6 FT) NORTH OF A CONCRETE
 NO0419'RIGHT-OF-POST, 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0419'6.8 M (22.3 FT) NORTH-NORTHEAST OF A TELEPHONE POLE AND 0.35 M
 NO0419'(1.1 FT) EAST OF A WITNESS POST AND FENCE.
 NO0419'DESCRIBED BY E.A.RICE.
 NO0419
 NO0419                          STATION RECOVERY (1995)
 NO0419
 NO0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 WITH U.S.
 NO0419'HIGHWAY 83, ABOUT 3.2 KM (2.00 MI) EAST FROM THEDFORD, GO NORTH ON
 NO0419'HIGHWAY 83 FOR 12.0 KM (7.45 MI) TO THE THOMAS/CHERRY COUNTY LINE.
 NO0419'CONTINUE NORTH ON THE HIGHWAY FOR 22.6 KM (14.05 MI) TO THE NORTH LOUP
 NO0419'RIVER.  CONTINUE NORTH FOR 10.90 KM (6.75 MI) TO THE STATION ON THE
 NO0419'LEFT, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE 1/4, SEC26,
 NO0419'T28N, R28W.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 NO0419'MONUMENT THAT IS 14.2 M (46.6 FT) NORTH OF A CONCRETE RIGHT-OF-WAY
 NO0419'MARKER POST, 14.0 M (45.9 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 NO0419'6.8 M (22.3 FT) NORTH-NORTHEAST FROM A UTILITY POLE AND 0.35 M (1.15
 NO0419'FT) EAST FROM A WITNESS POST AND THE WEST RIGHT-OF-WAY FENCE.  A
 NO0419'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NO0419
 NO0419                          STATION RECOVERY (2015)
 NO0419
 NO0419'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 NO0419'RECOVERED IN GOOD CONDITION.
 NO0419
 NO0419                          STATION RECOVERY (2016)
 NO0419
 NO0419'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NO0419'RECOVERED IN GOOD CONDITION
 NO0419
 NO0419                          STATION RECOVERY (2016)
 NO0419
 NO0419'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 NO0419'370 FEET NORTH OF NDOR WEATHER/CAMERA TOWER, 0.37 MILES NORTH OF JIM
 NO0419'LEE RANCH DRIVEWAY, 46.0 FEET NORTH OF OLD RIGHT OF WAY MARKER, 40.6
 NO0419'FEET WEST OF ORANGE FIBERGLASS WITNESS NEAR TOP OF CUTBANK, 26.0 FEET
 NO0419'NORTH OF NEWER RIGHT OF WAY MARKER, 1.1 FEET EAST OF FENCE LINE AND
 NO0419'0.5 FEET FROM ORANGE FIBERGLASS WITNESS POST
 NO0419
 NO0419                          STATION RECOVERY (2017)
 NO0419
 NO0419'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 NO0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0045 ***********************************************************************
 MM0045  DESIGNATION -  S 120
 MM0045  PID         -  MM0045
 MM0045  STATE/COUNTY-  NE/CUSTER
 MM0045  COUNTRY     -  US
 MM0045  USGS QUAD   -  ARNOLD (2017)
 MM0045
 MM0045                         *CURRENT SURVEY CONTROL
 MM0045  ______________________________________________________________________
 MM0045* NAD 83(1986) POSITION- 41 25 21.     (N) 100 11 33.     (W)   SCALED
 MM0045* NAVD 88 ORTHO HEIGHT -   823.432 (meters)     2701.54  (feet) ADJUSTED
 MM0045  ______________________________________________________________________
 MM0045  GEOID HEIGHT    -        -22.004 (meters)                     GEOID18
 MM0045  DYNAMIC HEIGHT  -        822.997 (meters)     2700.12  (feet) COMP
 MM0045  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 MM0045
 MM0045  VERT ORDER      -  SECOND    CLASS 0
 MM0045
 MM0045.The horizontal coordinates were scaled from a map and have
 MM0045.an estimated accuracy of +/- 6 seconds.
 MM0045
 MM0045.The orthometric height was determined by differential leveling and
 MM0045.adjusted by the NATIONAL GEODETIC SURVEY
 MM0045.in June 1991.
 MM0045
 MM0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0045.GEOID18 height accuracy estimate available here.
 MM0045
 MM0045.Click photographs - Photos may exist for this station.
 MM0045
 MM0045.The dynamic height is computed by dividing the NAVD 88
 MM0045.geopotential number by the normal gravity value computed on the
 MM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0045.degrees latitude (g = 980.6199 gals.).
 MM0045
 MM0045.The modeled gravity was interpolated from observed gravity values.
 MM0045
 MM0045;                    North         East    Units  Estimated Accuracy
 MM0045;SPC NE       -   176,460.      483,910.      MT  (+/- 180 meters Scaled)
 MM0045
 MM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML003863(NAD 83)
 MM0045
 MM0045                          SUPERSEDED SURVEY CONTROL
 MM0045
 MM0045  NGVD 29 (??/??/92)  823.185  (m)         2700.73   (f) ADJ UNCH    2 0
 MM0045
 MM0045.Superseded values are not recommended for survey control.
 MM0045
 MM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0045.See file dsdata.pdf to determine how the superseded data were derived.
 MM0045
 MM0045_MARKER: DB = BENCH MARK DISK
 MM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0045_STAMPING: S 120 1934
 MM0045_MARK LOGO: CGS
 MM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0045+STABILITY: SURFACE MOTION
 MM0045
 MM0045  HISTORY     - Date     Condition        Report By
 MM0045  HISTORY     - 1934     MONUMENTED       CGS
 MM0045  HISTORY     - 1950     GOOD             CGS
 MM0045  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0045
 MM0045                          STATION DESCRIPTION
 MM0045
 MM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0045'AT ARNOLD.
 MM0045'AT ARNOLD, 198 FEET WEST OF THE NORTHWEST CORNER OF THE UNION
 MM0045'PACIFIC RAILWAY STATION, 24 FEET SOUTH OF THE CENTER LINE OF
 MM0045'U.S. HIGHWAY NO. 83 AND NEBRASKA STATE HIGHWAY NO. 92, 24
 MM0045'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3.0 FEET WEST OF
 MM0045'A LIGHT POST, 1.1 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 MM0045'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MM0045'NOTE-- RR, LIGHT POLE, AND WITNESS POST ARE GONE.
 MM0045
 MM0045                          STATION RECOVERY (1972)
 MM0045
 MM0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0223 ***********************************************************************
 NN0223  DESIGNATION -  S 121
 NN0223  PID         -  NN0223
 NN0223  STATE/COUNTY-  NE/HOLT
 NN0223  COUNTRY     -  US
 NN0223  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0223
 NN0223                         *CURRENT SURVEY CONTROL
 NN0223  ______________________________________________________________________
 NN0223* NAD 83(1986) POSITION- 42 10 32.     (N) 098 39 02.     (W)   SCALED
 NN0223* NAVD 88 ORTHO HEIGHT -   626.656 (meters)     2055.95  (feet) ADJUSTED
 NN0223  ______________________________________________________________________
 NN0223  GEOID HEIGHT    -        -24.017 (meters)                     GEOID18
 NN0223  DYNAMIC HEIGHT  -        626.398 (meters)     2055.11  (feet) COMP
 NN0223  MODELED GRAVITY -    980,188.9   (mgal)                       NAVD 88
 NN0223
 NN0223  VERT ORDER      -  SECOND    CLASS 0
 NN0223
 NN0223.The horizontal coordinates were scaled from a map and have
 NN0223.an estimated accuracy of +/- 6 seconds.
 NN0223
 NN0223.The orthometric height was determined by differential leveling and
 NN0223.adjusted by the NATIONAL GEODETIC SURVEY
 NN0223.in June 1991.
 NN0223
 NN0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0223.GEOID18 height accuracy estimate available here.
 NN0223
 NN0223.Click photographs - Photos may exist for this station.
 NN0223
 NN0223.The dynamic height is computed by dividing the NAVD 88
 NN0223.geopotential number by the normal gravity value computed on the
 NN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0223.degrees latitude (g = 980.6199 gals.).
 NN0223
 NN0223.The modeled gravity was interpolated from observed gravity values.
 NN0223
 NN0223;                    North         East    Units  Estimated Accuracy
 NN0223;SPC NE       -   260,920.      611,460.      MT  (+/- 180 meters Scaled)
 NN0223
 NN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288693(NAD 83)
 NN0223
 NN0223                          SUPERSEDED SURVEY CONTROL
 NN0223
 NN0223  NGVD 29 (??/??/92)  626.435  (m)         2055.23   (f) ADJ UNCH    2 0
 NN0223
 NN0223.Superseded values are not recommended for survey control.
 NN0223
 NN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0223.See file dsdata.pdf to determine how the superseded data were derived.
 NN0223
 NN0223_MARKER: DB = BENCH MARK DISK
 NN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0223_STAMPING: S-121 1935
 NN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0223+STABILITY: SURFACE MOTION
 NN0223
 NN0223  HISTORY     - Date     Condition        Report By
 NN0223  HISTORY     - 1935     MONUMENTED       CGS
 NN0223  HISTORY     - 1938     GOOD             CGS
 NN0223
 NN0223                          STATION DESCRIPTION
 NN0223
 NN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NN0223'18.6 MI S FROM O NEILL.
 NN0223'18.6 MILES SOUTH OF THE COURTHOUSE AT O NEILL, ALONG U.S. HIGHWAY
 NN0223'NO. 281 BETWEEN O NEILL AND BARTLETT, IN LINE WITH A ROW OF
 NN0223'TREES ON THE EAST SIDE OF THE HIGHWAY, 39 FEET SOUTH OF THE
 NN0223'CENTER OF A CROSS ROAD, 39 FEET EAST OF THE CENTER OF THE
 NN0223'HIGHWAY, 21 FEET SOUTH OF A CORNER POST.  A STANDARD DISK SET
 NN0223'HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0224 ***********************************************************************
 NN0224  DESIGNATION -  S 121 RESET
 NN0224  PID         -  NN0224
 NN0224  STATE/COUNTY-  NE/HOLT
 NN0224  COUNTRY     -  US
 NN0224  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0224
 NN0224                         *CURRENT SURVEY CONTROL
 NN0224  ______________________________________________________________________
 NN0224* NAD 83(1986) POSITION- 42 10 32.     (N) 098 39 02.     (W)   SCALED
 NN0224* NAVD 88 ORTHO HEIGHT -   626.06  (meters)     2054.0   (feet) RESET
 NN0224  ______________________________________________________________________
 NN0224  GEOID HEIGHT    -        -24.017 (meters)                     GEOID18
 NN0224  VERT ORDER      -  THIRD
 NN0224
 NN0224.The horizontal coordinates were scaled from a map and have
 NN0224.an estimated accuracy of +/- 6 seconds.
 NN0224
 NN0224.The orthometric height was computed from unverified reset data.
 NN0224
 NN0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0224.GEOID18 height accuracy estimate available here.
 NN0224
 NN0224.Click photographs - Photos may exist for this station.
 NN0224
 NN0224;                    North         East    Units  Estimated Accuracy
 NN0224;SPC NE       -   260,920.      611,460.      MT  (+/- 180 meters Scaled)
 NN0224
 NN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288693(NAD 83)
 NN0224
 NN0224                          SUPERSEDED SURVEY CONTROL
 NN0224
 NN0224  NGVD 29 (??/??/??)  625.84   (m)         2053.3    (f) RESET       3  
 NN0224
 NN0224.Superseded values are not recommended for survey control.
 NN0224
 NN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0224.See file dsdata.pdf to determine how the superseded data were derived.
 NN0224
 NN0224_MARKER: DB = BENCH MARK DISK
 NN0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0224_STAMPING: S 121 RESET 1958
 NN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0224+STABILITY: SURFACE MOTION
 NN0224
 NN0224  HISTORY     - Date     Condition        Report By
 NN0224  HISTORY     - 1959     MONUMENTED       NEDR
 NN0224
 NN0224                          STATION DESCRIPTION
 NN0224
 NN0224'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NN0224'19.7 MI S FROM O NEILL.
 NN0224'THE MARK IS LOCATED 19.7 MILES SOUTH ALONG U.S. HIGHWAY 281
 NN0224'FROM THE COURTHOUSE AT O NEILL, AT A ROAD INTERSECTION, 150 FEET
 NN0224'EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 NN0224'CENTERLINE OF A COUNTY ROAD, IN A FENCE LINE NEAR A FENCE
 NN0224'CORNER, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0574 ***********************************************************************
 LH0574  DESIGNATION -  S 122
 LH0574  PID         -  LH0574
 LH0574  STATE/COUNTY-  NE/BUFFALO
 LH0574  COUNTRY     -  US
 LH0574  USGS QUAD   -  PLEASANTON (2017)
 LH0574
 LH0574                         *CURRENT SURVEY CONTROL
 LH0574  ______________________________________________________________________
 LH0574* NAD 83(1986) POSITION- 40 55 38.     (N) 099 05 01.     (W)   SCALED
 LH0574* NAVD 88 ORTHO HEIGHT -   659.793 (meters)     2164.67  (feet) ADJUSTED
 LH0574  ______________________________________________________________________
 LH0574  GEOID HEIGHT    -        -24.065 (meters)                     GEOID18
 LH0574  DYNAMIC HEIGHT  -        659.436 (meters)     2163.50  (feet) COMP
 LH0574  MODELED GRAVITY -    980,060.6   (mgal)                       NAVD 88
 LH0574
 LH0574  VERT ORDER      -  SECOND    CLASS 0
 LH0574
 LH0574.The horizontal coordinates were scaled from a map and have
 LH0574.an estimated accuracy of +/- 6 seconds.
 LH0574
 LH0574.The orthometric height was determined by differential leveling and
 LH0574.adjusted by the NATIONAL GEODETIC SURVEY
 LH0574.in June 1991.
 LH0574
 LH0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0574.GEOID18 height accuracy estimate available here.
 LH0574
 LH0574.Click photographs - Photos may exist for this station.
 LH0574
 LH0574.The dynamic height is computed by dividing the NAVD 88
 LH0574.geopotential number by the normal gravity value computed on the
 LH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0574.degrees latitude (g = 980.6199 gals.).
 LH0574
 LH0574.The modeled gravity was interpolated from observed gravity values.
 LH0574
 LH0574;                    North         East    Units  Estimated Accuracy
 LH0574;SPC NE       -   121,860.      577,160.      MT  (+/- 180 meters Scaled)
 LH0574
 LH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929306(NAD 83)
 LH0574
 LH0574                          SUPERSEDED SURVEY CONTROL
 LH0574
 LH0574  NGVD 29 (??/??/92)  659.550  (m)         2163.87   (f) ADJ UNCH    2 0
 LH0574
 LH0574.Superseded values are not recommended for survey control.
 LH0574
 LH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0574.See file dsdata.pdf to determine how the superseded data were derived.
 LH0574
 LH0574_MARKER: DB = BENCH MARK DISK
 LH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0574_STAMPING: S 122 1935
 LH0574_MARK LOGO: CGS
 LH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0574+STABILITY: SURFACE MOTION
 LH0574
 LH0574  HISTORY     - Date     Condition        Report By
 LH0574  HISTORY     - 1935     MONUMENTED       CGS
 LH0574  HISTORY     - 1961     MARK NOT FOUND   CGS
 LH0574
 LH0574                          STATION DESCRIPTION
 LH0574
 LH0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0574'2.7 MI S FROM PLEASANTON.
 LH0574'2.7 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 LH0574'AT PLEASANTON, BUFFALO COUNTY, 0.3 MILE SOUTH OF A ROAD
 LH0574'INTERSECTION, 300 FEET NORTHEAST OF A ONE-STORY SQUARE FARMHOUSE,
 LH0574'30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 LH0574'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LH0574'S 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LH0574
 LH0574                          STATION RECOVERY (1961)
 LH0574
 LH0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LH0574'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1215 ***********************************************************************
 ML1215  DESIGNATION -  S 125 RESET
 ML1215  PID         -  ML1215
 ML1215  STATE/COUNTY-  NE/VALLEY
 ML1215  COUNTRY     -  US
 ML1215  USGS QUAD   -  ORD (2017)
 ML1215
 ML1215                         *CURRENT SURVEY CONTROL
 ML1215  ______________________________________________________________________
 ML1215* NAD 83(1986) POSITION- 41 35 31.     (N) 098 54 20.     (W)   SCALED
 ML1215* NAVD 88 ORTHO HEIGHT -   618.90  (meters)     2030.5   (feet) RESET
 ML1215  ______________________________________________________________________
 ML1215  GEOID HEIGHT    -        -23.945 (meters)                     GEOID18
 ML1215  VERT ORDER      -  THIRD
 ML1215
 ML1215.The horizontal coordinates were scaled from a map and have
 ML1215.an estimated accuracy of +/- 6 seconds.
 ML1215
 ML1215.The orthometric height was computed from unverified reset data.
 ML1215
 ML1215.No vertical observational check was made to the station.
 ML1215
 ML1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1215.GEOID18 height accuracy estimate available here.
 ML1215
 ML1215.Click photographs - Photos may exist for this station.
 ML1215
 ML1215;                    North         East    Units  Estimated Accuracy
 ML1215;SPC NE       -   195,830.      591,220.      MT  (+/- 180 meters Scaled)
 ML1215
 ML1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM078044(NAD 83)
 ML1215
 ML1215                          SUPERSEDED SURVEY CONTROL
 ML1215
 ML1215  NGVD 29 (01/31/13)  618.66   (m)         2029.7    (f) RESET       3  
 ML1215
 ML1215.Superseded values are not recommended for survey control.
 ML1215
 ML1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1215.See file dsdata.pdf to determine how the superseded data were derived.
 ML1215
 ML1215_MARKER: DV = VERTICAL CONTROL DISK
 ML1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1215_STAMPING: S 125 RESET 1985
 ML1215_MARK LOGO: NGS
 ML1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1215+STABILITY: SURFACE MOTION
 ML1215
 ML1215  HISTORY     - Date     Condition        Report By
 ML1215  HISTORY     - 1985     MONUMENTED       NGS
 ML1215
 ML1215                          STATION DESCRIPTION
 ML1215
 ML1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ML1215'0.16 KM (0.10 MI) EAST ALONG L STREET AND STATE HIGHWAY 11 FROM THE
 ML1215'VALLEY COUNTY COURTHOUSE IN ORD, THENCE 2.66 KM (1.65 MI) RIGHT AND
 ML1215'SOUTHEAST ALONG STATE HIGHWAY 11 TO A ROAD LEADING SOUTH AND THE MARK
 ML1215'ON THE RIGHT, 21.9 M (71.9 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 ML1215'HIGHWAY, 9.7 M (31.8 FT) WEST FROM THE ROAD LEADING SOUTH, 1.52 M
 ML1215'(4.99 FT) NORTHWEST FROM A OLD WELL CASING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0455 ***********************************************************************
 NN0455  DESIGNATION -  S 126
 NN0455  PID         -  NN0455
 NN0455  STATE/COUNTY-  NE/HOLT
 NN0455  COUNTRY     -  US
 NN0455  USGS QUAD   -  SWAN LAKE (2017)
 NN0455
 NN0455                         *CURRENT SURVEY CONTROL
 NN0455  ______________________________________________________________________
 NN0455* NAD 83(1986) POSITION- 42 09 40.     (N) 099 01 49.     (W)   SCALED
 NN0455* NAVD 88 ORTHO HEIGHT -   707.478 (meters)     2321.12  (feet) ADJUSTED
 NN0455  ______________________________________________________________________
 NN0455  GEOID HEIGHT    -        -23.525 (meters)                     GEOID18
 NN0455  DYNAMIC HEIGHT  -        707.166 (meters)     2320.09  (feet) COMP
 NN0455  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 NN0455
 NN0455  VERT ORDER      -  SECOND    CLASS 0
 NN0455
 NN0455.The horizontal coordinates were scaled from a map and have
 NN0455.an estimated accuracy of +/- 6 seconds.
 NN0455
 NN0455.The orthometric height was determined by differential leveling and
 NN0455.adjusted by the NATIONAL GEODETIC SURVEY
 NN0455.in June 1991.
 NN0455
 NN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0455.GEOID18 height accuracy estimate available here.
 NN0455
 NN0455.Click photographs - Photos may exist for this station.
 NN0455
 NN0455.The dynamic height is computed by dividing the NAVD 88
 NN0455.geopotential number by the normal gravity value computed on the
 NN0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0455.degrees latitude (g = 980.6199 gals.).
 NN0455
 NN0455.The modeled gravity was interpolated from observed gravity values.
 NN0455
 NN0455;                    North         East    Units  Estimated Accuracy
 NN0455;SPC NE       -   258,900.      580,120.      MT  (+/- 180 meters Scaled)
 NN0455
 NN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM974676(NAD 83)
 NN0455
 NN0455                          SUPERSEDED SURVEY CONTROL
 NN0455
 NN0455  NGVD 29 (??/??/92)  707.218  (m)         2320.26   (f) ADJ UNCH    2 0
 NN0455
 NN0455.Superseded values are not recommended for survey control.
 NN0455
 NN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0455.See file dsdata.pdf to determine how the superseded data were derived.
 NN0455
 NN0455_MARKER: DB = BENCH MARK DISK
 NN0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0455_STAMPING: S 126 1935
 NN0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0455+STABILITY: SURFACE MOTION
 NN0455
 NN0455  HISTORY     - Date     Condition        Report By
 NN0455  HISTORY     - 1935     MONUMENTED       CGS
 NN0455  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0455  HISTORY     - 1976     GOOD             USGS
 NN0455  HISTORY     - 20200303 MARK NOT FOUND   NEGS
 NN0455
 NN0455                          STATION DESCRIPTION
 NN0455
 NN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0455'28.5 MI N FROM BURWELL.
 NN0455'IN HOLT COUNTY, 28.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0455'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 1.0 MILE NORTH OF
 NN0455'SUMMER RESORT BUILDINGS, 0.7 MILE SOUTH OF THE SWAN STORE, 0.2
 NN0455'MILE NORTHEAST OF SWAN LAKE, 81 FEET NORTH OF THE CENTER OF A
 NN0455'FIELD ENTRANCE, AND 53 FEET NORTHWEST OF THE CENTER LINE OF THE
 NN0455'HIGHWAY.  A STANDARD DISK, STAMPED S 126 1935 AND SET IN THE
 NN0455'TOP OF A CONCRETE POST.
 NN0455
 NN0455                          STATION RECOVERY (1964)
 NN0455
 NN0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0455'MARK NOT FOUND.
 NN0455
 NN0455                          STATION RECOVERY (1976)
 NN0455
 NN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0455'BURWELL, 29.4 MI. N. ALONG ST. HWY 11 FROM THE BRIDGE OF THE NORTH
 NN0455'LOUP RIVER AT, 3.8 MI. SW OF THE JCT. ST. HWYS 11 AND 95 WEST OF
 NN0455'CHAMBERS, 0.7 MI. SW ALONG ST. HWY 11 FROM THE SWAN LAKE SCHOOL,
 NN0455'ABOUT 150 FT. NE OF THE 1/4 COR. SEC. 2 AND 11, T-25-N, R-15-W, 81
 NN0455'FT. N. OF CTR. OF ENTR. TO A SMALL ACCESS AREA AT THE SE END OF SWAN
 NN0455'LAKE, 39 FT. NW AND NORMAL TO ST. HWY 11, 49 FT. NE OF A FENCE
 NN0455'CORNER, 2 FT. NW OF A METAL WITNESS SIGN. A STD. TABLET SET IN TOP OF
 NN0455'A CONC. POST, STAMPED S-126 1935.
 NN0455
 NN0455                          STATION RECOVERY (2020)
 NN0455
 NN0455'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 NN0455'THE MARK S 126 (PID NN0455) WAS SEARCHED FOR AND NOT FOUND.  A DISK
 NN0455'MARKED S 126 RESET IS LOCATED IN THE SAME GENERAL AREA BUT IS NOT
 NN0455'PUBLISHED IN THE NATIONAL GEODETIC SURVEY DATA BASE AT TIME OF THIS
 NN0455'RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0243 ***********************************************************************
 NN0243  DESIGNATION -  S 127
 NN0243  PID         -  NN0243
 NN0243  STATE/COUNTY-  NE/HOLT
 NN0243  COUNTRY     -  US
 NN0243  USGS QUAD   -  O'NEILL SE (2017)
 NN0243
 NN0243                         *CURRENT SURVEY CONTROL
 NN0243  ______________________________________________________________________
 NN0243* NAD 83(1986) POSITION- 42 21 53.     (N) 098 30 04.     (W)   SCALED
 NN0243* NAVD 88 ORTHO HEIGHT -   583.678 (meters)     1914.95  (feet) ADJUSTED
 NN0243  ______________________________________________________________________
 NN0243  GEOID HEIGHT    -        -24.466 (meters)                     GEOID18
 NN0243  DYNAMIC HEIGHT  -        583.452 (meters)     1914.21  (feet) COMP
 NN0243  MODELED GRAVITY -    980,215.2   (mgal)                       NAVD 88
 NN0243
 NN0243  VERT ORDER      -  SECOND    CLASS 0
 NN0243
 NN0243.The horizontal coordinates were scaled from a map and have
 NN0243.an estimated accuracy of +/- 6 seconds.
 NN0243
 NN0243.The orthometric height was determined by differential leveling and
 NN0243.adjusted by the NATIONAL GEODETIC SURVEY
 NN0243.in June 1991.
 NN0243
 NN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0243.GEOID18 height accuracy estimate available here.
 NN0243
 NN0243.Click photographs - Photos may exist for this station.
 NN0243
 NN0243.The dynamic height is computed by dividing the NAVD 88
 NN0243.geopotential number by the normal gravity value computed on the
 NN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0243.degrees latitude (g = 980.6199 gals.).
 NN0243
 NN0243.The modeled gravity was interpolated from observed gravity values.
 NN0243
 NN0243;                    North         East    Units  Estimated Accuracy
 NN0243;SPC NE       -   282,130.      623,440.      MT  (+/- 180 meters Scaled)
 NN0243
 NN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM410903(NAD 83)
 NN0243
 NN0243                          SUPERSEDED SURVEY CONTROL
 NN0243
 NN0243  NGVD 29 (??/??/92)  583.473  (m)         1914.28   (f) ADJ UNCH    2 0
 NN0243
 NN0243.Superseded values are not recommended for survey control.
 NN0243
 NN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0243.See file dsdata.pdf to determine how the superseded data were derived.
 NN0243
 NN0243_MARKER: DB = BENCH MARK DISK
 NN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0243_STAMPING: S 127 1935
 NN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0243+STABILITY: SURFACE MOTION
 NN0243
 NN0243  HISTORY     - Date     Condition        Report By
 NN0243  HISTORY     - 1935     MONUMENTED       CGS
 NN0243  HISTORY     - 1961     MARK NOT FOUND   CGS
 NN0243
 NN0243                          STATION DESCRIPTION
 NN0243
 NN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0243'2 MI SE FROM INMAN.
 NN0243'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0243'FROM THE STATION AT INMAN, HOLT COUNTY, 104 FEET NORTHWEST OF
 NN0243'CULVERT 279-3/4, 66.6 FEET NORTHWEST OF THE CENTER OF A ROAD
 NN0243'CROSSING, 43.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 NN0243'5.6 FEET EAST OF A RIGHT-OF-WAY FENCE POST.  A STANDARD DISK,
 NN0243'STAMPED S 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0243
 NN0243                          STATION RECOVERY (1961)
 NN0243
 NN0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NN0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1331 ***********************************************************************
 NM1331  DESIGNATION -  S 128
 NM1331  PID         -  NM1331
 NM1331  STATE/COUNTY-  NE/MADISON
 NM1331  COUNTRY     -  US
 NM1331  USGS QUAD   -  MEADOW GROVE (2017)
 NM1331
 NM1331                         *CURRENT SURVEY CONTROL
 NM1331  ______________________________________________________________________
 NM1331* NAD 83(1986) POSITION- 42 01 40.79   (N) 097 44 12.85   (W)   HD_HELD1
 NM1331* NAVD 88 ORTHO HEIGHT -   499.248 (meters)     1637.95  (feet) ADJUSTED
 NM1331  ______________________________________________________________________
 NM1331  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 NM1331  DYNAMIC HEIGHT  -        499.046 (meters)     1637.29  (feet) COMP
 NM1331  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 NM1331
 NM1331  VERT ORDER      -  SECOND    CLASS 0
 NM1331
 NM1331.The horizontal coordinates were determined by differentially corrected
 NM1331.hand held GPS observations or other comparable positioning techniques
 NM1331.and have an estimated accuracy of +/- 3 meters.
 NM1331
 NM1331.The orthometric height was determined by differential leveling and
 NM1331.adjusted by the NATIONAL GEODETIC SURVEY
 NM1331.in June 1991.
 NM1331
 NM1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1331.GEOID18 height accuracy estimate available here.
 NM1331
 NM1331.Click photographs - Photos may exist for this station.
 NM1331
 NM1331.The dynamic height is computed by dividing the NAVD 88
 NM1331.geopotential number by the normal gravity value computed on the
 NM1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1331.degrees latitude (g = 980.6199 gals.).
 NM1331
 NM1331.The modeled gravity was interpolated from observed gravity values.
 NM1331
 NM1331;                    North         East    Units  Estimated Accuracy
 NM1331;SPC NE       -   246,118.8     687,339.5     MT  (+/- 3 meters HH1 GPS) 
 NM1331
 NM1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0456153656(NAD 83)
 NM1331
 NM1331                          SUPERSEDED SURVEY CONTROL
 NM1331
 NM1331  NGVD 29 (??/??/92)  499.050  (m)         1637.30   (f) ADJ UNCH    2 0
 NM1331
 NM1331.Superseded values are not recommended for survey control.
 NM1331
 NM1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1331.See file dsdata.pdf to determine how the superseded data were derived.
 NM1331
 NM1331_MARKER: DB = BENCH MARK DISK
 NM1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1331_STAMPING: S 128 1935
 NM1331_MARK LOGO: CGS
 NM1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1331+STABILITY: SURFACE MOTION
 NM1331
 NM1331  HISTORY     - Date     Condition        Report By
 NM1331  HISTORY     - 1935     MONUMENTED       CGS
 NM1331  HISTORY     - 1961     POOR             USGS
 NM1331  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1331
 NM1331                          STATION DESCRIPTION
 NM1331
 NM1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1331'AT MEADOW GROVE.
 NM1331'AT MEADOW GROVE, MADISON COUNTY, ON THE CHICAGO AND NORTH
 NM1331'WESTERN RAILWAY, 13 RAILS WEST OF THE WEST END OF THE STATION,
 NM1331'AT A ROAD CROSSING, 48.2 FEET EAST OF THE CENTER LINE OF U.S.
 NM1331'HIGHWAY 275, 39.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NM1331'TRACK, AND 1 FOOT SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 NM1331'S 128 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONCRETE
 NM1331'POST PARTIALLY BROKEN UNDERGROUND AND TOP LEANS TO NORTH.
 NM1331
 NM1331                          STATION RECOVERY (1961)
 NM1331
 NM1331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1331'MARK RECOVERED IN POOR CONDITION.
 NM1331
 NM1331                          STATION RECOVERY (1999)
 NM1331
 NM1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1331'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1331'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0414 ***********************************************************************
 LG0414  DESIGNATION -  S 13
 LG0414  PID         -  LG0414
 LG0414  STATE/COUNTY-  NE/SALINE
 LG0414  COUNTRY     -  US
 LG0414  USGS QUAD   -  DORCHESTER (2017)
 LG0414
 LG0414                         *CURRENT SURVEY CONTROL
 LG0414  ______________________________________________________________________
 LG0414* NAD 83(1986) POSITION- 40 37 37.68   (N) 097 01 38.19   (W)   HD_HELD1
 LG0414* NAVD 88 ORTHO HEIGHT -   439.357 (meters)     1441.46  (feet) ADJUSTED
 LG0414  ______________________________________________________________________
 LG0414  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 LG0414  DYNAMIC HEIGHT  -        439.124 (meters)     1440.69  (feet) COMP
 LG0414  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 LG0414
 LG0414  VERT ORDER      -  FIRST     CLASS II
 LG0414
 LG0414.The horizontal coordinates were determined by differentially corrected
 LG0414.hand held GPS observations or other comparable positioning techniques
 LG0414.and have an estimated accuracy of +/- 3 meters.
 LG0414
 LG0414.The orthometric height was determined by differential leveling and
 LG0414.adjusted by the NATIONAL GEODETIC SURVEY
 LG0414.in May 1993.
 LG0414
 LG0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0414.GEOID18 height accuracy estimate available here.
 LG0414
 LG0414.Click photographs - Photos may exist for this station.
 LG0414
 LG0414.The dynamic height is computed by dividing the NAVD 88
 LG0414.geopotential number by the normal gravity value computed on the
 LG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0414.degrees latitude (g = 980.6199 gals.).
 LG0414
 LG0414.The modeled gravity was interpolated from observed gravity values.
 LG0414
 LG0414;                    North         East    Units  Estimated Accuracy
 LG0414;SPC NE       -    92,457.6     751,408.8     MT  (+/- 3 meters HH1 GPS) 
 LG0414
 LG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6684599237(NAD 83)
 LG0414
 LG0414                          SUPERSEDED SURVEY CONTROL
 LG0414
 LG0414  NAVD 88 (06/15/91)  439.333  (m)         1441.38   (f) SUPERSEDED  1 2
 LG0414  NGVD 29 (??/??/92)  439.188  (m)         1440.90   (f) ADJ UNCH    1 2
 LG0414
 LG0414.Superseded values are not recommended for survey control.
 LG0414
 LG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0414.See file dsdata.pdf to determine how the superseded data were derived.
 LG0414
 LG0414_MARKER: DB = BENCH MARK DISK
 LG0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0414_STAMPING: 1440.647 S 13 1933
 LG0414_MARK LOGO: CGS
 LG0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0414+STABILITY: SURFACE MOTION
 LG0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0414+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0414
 LG0414  HISTORY     - Date     Condition        Report By
 LG0414  HISTORY     - 1933     MONUMENTED       CGS
 LG0414  HISTORY     - 1940     GOOD             CGS
 LG0414  HISTORY     - 19911008 GOOD             NGS
 LG0414
 LG0414                          STATION DESCRIPTION
 LG0414
 LG0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0414'3.5 MI W FROM CRETE.
 LG0414'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0414'FROM THE STATION AT CRETE, SALINE COUNTY, 1/4 MILE WEST OF
 LG0414'MILEPOST 83, AT A NORTH-AND-SOUTH ROAD CROSSING, 45 FEET NORTHEAST
 LG0414'OF THE CENTER OF THE CROSSING, 36 FEET EAST OF THE CENTERLINE
 LG0414'OF THE ROAD, 39.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 5
 LG0414'FEET SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND 3 FEET NORTH
 LG0414'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1440.647
 LG0414'S 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LG0414'FOOT ABOVE GROUND.
 LG0414
 LG0414                          STATION RECOVERY (1991)
 LG0414
 LG0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0414'5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0414'IN CRETE, 61.2 M (200.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.3 M
 LG0414'(37.1 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LG0414'10.5 M (34.4 FT) EAST OF AND LEVEL WITH THE CENTER OF COUNTY ROAD
 LG0414'1900, 5.1 M (16.7 FT) WEST OF THE SOUTHWEST CORNER OF A RAILROAD
 LG0414'UTILITY BOX, 2.9 M (9.5 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 LG0414'CABLES, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 LG0414'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0355 ***********************************************************************
 NO0355  DESIGNATION -  S 130
 NO0355  PID         -  NO0355
 NO0355  STATE/COUNTY-  NE/CHERRY
 NO0355  COUNTRY     -  US
 NO0355  USGS QUAD   -  MERRIMAN (2017)
 NO0355
 NO0355                         *CURRENT SURVEY CONTROL
 NO0355  ______________________________________________________________________
 NO0355* NAD 83(1986) POSITION- 42 56 05.     (N) 101 41 42.     (W)   SCALED
 NO0355* NAVD 88 ORTHO HEIGHT -   994.404 (meters)     3262.47  (feet) ADJUSTED
 NO0355  ______________________________________________________________________
 NO0355  GEOID HEIGHT    -        -19.346 (meters)                     GEOID18
 NO0355  DYNAMIC HEIGHT  -        993.971 (meters)     3261.05  (feet) COMP
 NO0355  MODELED GRAVITY -    980,150.9   (mgal)                       NAVD 88
 NO0355
 NO0355  VERT ORDER      -  SECOND    CLASS 0
 NO0355
 NO0355.The horizontal coordinates were scaled from a map and have
 NO0355.an estimated accuracy of +/- 6 seconds.
 NO0355
 NO0355.The orthometric height was determined by differential leveling and
 NO0355.adjusted by the NATIONAL GEODETIC SURVEY
 NO0355.in June 1991.
 NO0355
 NO0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0355.GEOID18 height accuracy estimate available here.
 NO0355
 NO0355.Click photographs - Photos may exist for this station.
 NO0355
 NO0355.The dynamic height is computed by dividing the NAVD 88
 NO0355.geopotential number by the normal gravity value computed on the
 NO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0355.degrees latitude (g = 980.6199 gals.).
 NO0355
 NO0355.The modeled gravity was interpolated from observed gravity values.
 NO0355
 NO0355;                    North         East    Units  Estimated Accuracy
 NO0355;SPC NE       -   345,730.      361,660.      MT  (+/- 180 meters Scaled)
 NO0355
 NO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN800570(NAD 83)
 NO0355
 NO0355                          SUPERSEDED SURVEY CONTROL
 NO0355
 NO0355  NGVD 29 (??/??/92)  993.984  (m)         3261.10   (f) ADJ UNCH    2 0
 NO0355
 NO0355.Superseded values are not recommended for survey control.
 NO0355
 NO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0355.See file dsdata.pdf to determine how the superseded data were derived.
 NO0355
 NO0355_MARKER: DB = BENCH MARK DISK
 NO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0355_STAMPING: S 130 1934
 NO0355_MARK LOGO: CGS
 NO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0355+STABILITY: SURFACE MOTION
 NO0355
 NO0355  HISTORY     - Date     Condition        Report By
 NO0355  HISTORY     - 1934     MONUMENTED       CGS
 NO0355  HISTORY     - 1948     MARK NOT FOUND   CGS
 NO0355
 NO0355                          STATION DESCRIPTION
 NO0355
 NO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0355'1 MI N FROM MERRIMAN.
 NO0355'1.0 MILE NORTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0355'COUNTY, 147 YARDS SOUTH OF A BRIDGE, AND 17 YARDS WEST OF THE
 NO0355'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 130 1934
 NO0355'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0103 ***********************************************************************
 MK0103  DESIGNATION -  S 131
 MK0103  PID         -  MK0103
 MK0103  STATE/COUNTY-  NE/DODGE
 MK0103  COUNTRY     -  US
 MK0103  USGS QUAD   -  FREMONT EAST (2017)
 MK0103
 MK0103                         *CURRENT SURVEY CONTROL
 MK0103  ______________________________________________________________________
 MK0103* NAD 83(1986) POSITION- 41 29 54.     (N) 096 27 38.     (W)   SCALED
 MK0103* NAVD 88 ORTHO HEIGHT -   362.222 (meters)     1188.39  (feet) ADJUSTED
 MK0103  ______________________________________________________________________
 MK0103  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 MK0103  DYNAMIC HEIGHT  -        362.061 (meters)     1187.86  (feet) COMP
 MK0103  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 MK0103
 MK0103  VERT ORDER      -  SECOND    CLASS 0
 MK0103
 MK0103.The horizontal coordinates were scaled from a map and have
 MK0103.an estimated accuracy of +/- 6 seconds.
 MK0103
 MK0103.The orthometric height was determined by differential leveling and
 MK0103.adjusted by the NATIONAL GEODETIC SURVEY
 MK0103.in June 1991.
 MK0103
 MK0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0103.GEOID18 height accuracy estimate available here.
 MK0103
 MK0103.Click photographs - Photos may exist for this station.
 MK0103
 MK0103.The dynamic height is computed by dividing the NAVD 88
 MK0103.geopotential number by the normal gravity value computed on the
 MK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0103.degrees latitude (g = 980.6199 gals.).
 MK0103
 MK0103.The modeled gravity was interpolated from observed gravity values.
 MK0103
 MK0103;                    North         East    Units  Estimated Accuracy
 MK0103;SPC NE       -   190,900.      795,350.      MT  (+/- 180 meters Scaled)
 MK0103
 MK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL119971(NAD 83)
 MK0103
 MK0103                          SUPERSEDED SURVEY CONTROL
 MK0103
 MK0103  NGVD 29 (??/??/92)  362.081  (m)         1187.93   (f) ADJ UNCH    2 0
 MK0103
 MK0103.Superseded values are not recommended for survey control.
 MK0103
 MK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0103.See file dsdata.pdf to determine how the superseded data were derived.
 MK0103
 MK0103_MARKER: DB = BENCH MARK DISK
 MK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0103_STAMPING: S 131 1934
 MK0103_MARK LOGO: CGS
 MK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0103+STABILITY: SURFACE MOTION
 MK0103
 MK0103  HISTORY     - Date     Condition        Report By
 MK0103  HISTORY     - 1934     MONUMENTED       CGS
 MK0103  HISTORY     - 1940     GOOD             CGS
 MK0103  HISTORY     - 1974     GOOD             LOCENG
 MK0103
 MK0103                          STATION DESCRIPTION
 MK0103
 MK0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK0103'5.6 MI N FROM FREMONT.
 MK0103'5.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0103'THE STATION AT FREMONT, DODGE COUNTY, 240 FEET SOUTH OF THE
 MK0103'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 45 FEET
 MK0103'WEST OF THE WEST RAIL OF THE C. AND N.W. RY. TRACK, AND 60 FEET
 MK0103'SOUTHEAST OF THE SOUTHEAST RAIL OF THE C.B. AND Q. R.R. TRACK.
 MK0103'A STANDARD DISK, STAMPED S 131 1934 AND SET IN THE TOP OF A CONCRETE
 MK0103'POST.
 MK0103
 MK0103                          STATION RECOVERY (1974)
 MK0103
 MK0103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1103 ***********************************************************************
 MK1103  DESIGNATION -  S 132
 MK1103  PID         -  MK1103
 MK1103  STATE/COUNTY-  NE/DODGE
 MK1103  COUNTRY     -  US
 MK1103  USGS QUAD   -  SCRIBNER (2017)
 MK1103
 MK1103                         *CURRENT SURVEY CONTROL
 MK1103  ______________________________________________________________________
 MK1103* NAD 83(1986) POSITION- 41 40 08.     (N) 096 40 14.     (W)   SCALED
 MK1103* NAVD 88 ORTHO HEIGHT -   382.284 (meters)     1254.21  (feet) ADJUSTED
 MK1103  ______________________________________________________________________
 MK1103  GEOID HEIGHT    -        -25.837 (meters)                     GEOID18
 MK1103  DYNAMIC HEIGHT  -        382.138 (meters)     1253.73  (feet) COMP
 MK1103  MODELED GRAVITY -    980,230.1   (mgal)                       NAVD 88
 MK1103
 MK1103  VERT ORDER      -  SECOND    CLASS 0
 MK1103
 MK1103.The horizontal coordinates were scaled from a map and have
 MK1103.an estimated accuracy of +/- 6 seconds.
 MK1103
 MK1103.The orthometric height was determined by differential leveling and
 MK1103.adjusted by the NATIONAL GEODETIC SURVEY
 MK1103.in June 1991.
 MK1103
 MK1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1103.GEOID18 height accuracy estimate available here.
 MK1103
 MK1103.Click photographs - Photos may exist for this station.
 MK1103
 MK1103.The dynamic height is computed by dividing the NAVD 88
 MK1103.geopotential number by the normal gravity value computed on the
 MK1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1103.degrees latitude (g = 980.6199 gals.).
 MK1103
 MK1103.The modeled gravity was interpolated from observed gravity values.
 MK1103
 MK1103;                    North         East    Units  Estimated Accuracy
 MK1103;SPC NE       -   209,130.      777,110.      MT  (+/- 180 meters Scaled)
 MK1103
 MK1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM939156(NAD 83)
 MK1103
 MK1103                          SUPERSEDED SURVEY CONTROL
 MK1103
 MK1103  NGVD 29 (??/??/92)  382.143  (m)         1253.75   (f) ADJ UNCH    2 0
 MK1103
 MK1103.Superseded values are not recommended for survey control.
 MK1103
 MK1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1103.See file dsdata.pdf to determine how the superseded data were derived.
 MK1103
 MK1103_MARKER: DB = BENCH MARK DISK
 MK1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1103_STAMPING: S 132 1935
 MK1103_MARK LOGO: CGS
 MK1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1103+STABILITY: SURFACE MOTION
 MK1103
 MK1103  HISTORY     - Date     Condition        Report By
 MK1103  HISTORY     - 1935     MONUMENTED       CGS
 MK1103  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1103
 MK1103                          STATION DESCRIPTION
 MK1103
 MK1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1103'AT SCRIBNER.
 MK1103'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER AND
 MK1103'HUMPHREY, 182 FEET NORTH OF THE RAILROAD WATER TOWER, 120 FEET
 MK1103'SOUTHEAST OF THE CENTER OF CROSSING OF ROAD AND RAILROAD, 39.0
 MK1103'FEET EAST OF THE EAST RAIL OF THE MAIN LINE.
 MK1103
 MK1103                          STATION RECOVERY (1965)
 MK1103
 MK1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1167 ***********************************************************************
 MK1167  DESIGNATION -  S 133
 MK1167  PID         -  MK1167
 MK1167  STATE/COUNTY-  NE/COLFAX
 MK1167  COUNTRY     -  US
 MK1167  USGS QUAD   -  CLARKSON (2017)
 MK1167
 MK1167                         *CURRENT SURVEY CONTROL
 MK1167  ______________________________________________________________________
 MK1167* NAD 83(1986) POSITION- 41 42 21.     (N) 097 03 34.     (W)   SCALED
 MK1167* NAVD 88 ORTHO HEIGHT -   466.376 (meters)     1530.10  (feet) ADJUSTED
 MK1167  ______________________________________________________________________
 MK1167  GEOID HEIGHT    -        -25.238 (meters)                     GEOID18
 MK1167  DYNAMIC HEIGHT  -        466.188 (meters)     1529.49  (feet) COMP
 MK1167  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 MK1167
 MK1167  VERT ORDER      -  SECOND    CLASS 0
 MK1167
 MK1167.The horizontal coordinates were scaled from a map and have
 MK1167.an estimated accuracy of +/- 6 seconds.
 MK1167
 MK1167.The orthometric height was determined by differential leveling and
 MK1167.adjusted by the NATIONAL GEODETIC SURVEY
 MK1167.in June 1991.
 MK1167
 MK1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1167.GEOID18 height accuracy estimate available here.
 MK1167
 MK1167.Click photographs - Photos may exist for this station.
 MK1167
 MK1167.The dynamic height is computed by dividing the NAVD 88
 MK1167.geopotential number by the normal gravity value computed on the
 MK1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1167.degrees latitude (g = 980.6199 gals.).
 MK1167
 MK1167.The modeled gravity was interpolated from observed gravity values.
 MK1167
 MK1167;                    North         East    Units  Estimated Accuracy
 MK1167;SPC NE       -   212,060.      744,620.      MT  (+/- 180 meters Scaled)
 MK1167
 MK1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM614189(NAD 83)
 MK1167
 MK1167                          SUPERSEDED SURVEY CONTROL
 MK1167
 MK1167  NGVD 29 (??/??/92)  466.196  (m)         1529.51   (f) ADJ UNCH    2 0
 MK1167
 MK1167.Superseded values are not recommended for survey control.
 MK1167
 MK1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1167.See file dsdata.pdf to determine how the superseded data were derived.
 MK1167
 MK1167_MARKER: DB = BENCH MARK DISK
 MK1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1167_STAMPING: S 133 1935
 MK1167_MARK LOGO: CGS
 MK1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1167+STABILITY: SURFACE MOTION
 MK1167
 MK1167  HISTORY     - Date     Condition        Report By
 MK1167  HISTORY     - 1935     MONUMENTED       CGS
 MK1167  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1167
 MK1167                          STATION DESCRIPTION
 MK1167
 MK1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1167'17.8 MI N FROM SCHUYLER.
 MK1167'ALONG STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 64.0
 MK1167'FEET SOUTH OF SIDE ROAD LEADING TO FRANK NOVAKS FARM HOUSE,
 MK1167'35.9 EAST OF THE CENTER LINE OF HIGHWAY, 2 FEET WEST OF FENCE.
 MK1167
 MK1167                          STATION RECOVERY (1965)
 MK1167
 MK1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1293 ***********************************************************************
 MK1293  DESIGNATION -  S 134
 MK1293  PID         -  MK1293
 MK1293  STATE/COUNTY-  NE/PLATTE
 MK1293  COUNTRY     -  US
 MK1293  USGS QUAD   -  COLUMBUS (2017)
 MK1293
 MK1293                         *CURRENT SURVEY CONTROL
 MK1293  ______________________________________________________________________
 MK1293* NAD 83(1986) POSITION- 41 25 16.     (N) 097 19 29.     (W)   SCALED
 MK1293* NAVD 88 ORTHO HEIGHT -   436.933 (meters)     1433.50  (feet) ADJUSTED
 MK1293  ______________________________________________________________________
 MK1293  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 MK1293  DYNAMIC HEIGHT  -        436.743 (meters)     1432.88  (feet) COMP
 MK1293  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 MK1293
 MK1293  VERT ORDER      -  SECOND    CLASS 0
 MK1293
 MK1293.The horizontal coordinates were scaled from a map and have
 MK1293.an estimated accuracy of +/- 6 seconds.
 MK1293
 MK1293.The orthometric height was determined by differential leveling and
 MK1293.adjusted by the NATIONAL GEODETIC SURVEY
 MK1293.in June 1991.
 MK1293
 MK1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1293.GEOID18 height accuracy estimate available here.
 MK1293
 MK1293.Click photographs - Photos may exist for this station.
 MK1293
 MK1293.The dynamic height is computed by dividing the NAVD 88
 MK1293.geopotential number by the normal gravity value computed on the
 MK1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1293.degrees latitude (g = 980.6199 gals.).
 MK1293
 MK1293.The modeled gravity was interpolated from observed gravity values.
 MK1293
 MK1293;                    North         East    Units  Estimated Accuracy
 MK1293;SPC NE       -   179,740.      723,540.      MT  (+/- 180 meters Scaled)
 MK1293
 MK1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL399868(NAD 83)
 MK1293
 MK1293                          SUPERSEDED SURVEY CONTROL
 MK1293
 MK1293  NGVD 29 (??/??/92)  436.750  (m)         1432.90   (f) ADJ UNCH    2 0
 MK1293
 MK1293.Superseded values are not recommended for survey control.
 MK1293
 MK1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1293.See file dsdata.pdf to determine how the superseded data were derived.
 MK1293
 MK1293_MARKER: DB = BENCH MARK DISK
 MK1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1293_STAMPING: S 134 1935
 MK1293_MARK LOGO: CGS
 MK1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1293+STABILITY: SURFACE MOTION
 MK1293
 MK1293  HISTORY     - Date     Condition        Report By
 MK1293  HISTORY     - 1935     MONUMENTED       CGS
 MK1293  HISTORY     - 1950     GOOD             CGS
 MK1293
 MK1293                          STATION DESCRIPTION
 MK1293
 MK1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1293'1.9 MI SE FROM COLUMBUS.
 MK1293'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1293'RAILROAD FROM THE STATION AT COLUMBUS, 29 FEET NORTH OF MILEPOST
 MK1293'69, 35.6 FEET NORTH OF THE NORTH RAIL, 10.8 FEET SOUTH OF A
 MK1293'FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1293'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0700 ***********************************************************************
 LG0700  DESIGNATION -  S 135
 LG0700  PID         -  LG0700
 LG0700  STATE/COUNTY-  NE/YORK
 LG0700  COUNTRY     -  US
 LG0700  USGS QUAD   -  YORK NORTH (2017)
 LG0700
 LG0700                         *CURRENT SURVEY CONTROL
 LG0700  ______________________________________________________________________
 LG0700* NAD 83(1986) POSITION- 40 59 17.     (N) 097 36 26.     (W)   SCALED
 LG0700* NAVD 88 ORTHO HEIGHT -   508.864 (meters)     1669.50  (feet) ADJUSTED
 LG0700  ______________________________________________________________________
 LG0700  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 LG0700  DYNAMIC HEIGHT  -        508.603 (meters)     1668.64  (feet) COMP
 LG0700  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 LG0700
 LG0700  VERT ORDER      -  SECOND    CLASS 0
 LG0700
 LG0700.The horizontal coordinates were scaled from a map and have
 LG0700.an estimated accuracy of +/- 6 seconds.
 LG0700
 LG0700.The orthometric height was determined by differential leveling and
 LG0700.adjusted by the NATIONAL GEODETIC SURVEY
 LG0700.in June 1991.
 LG0700
 LG0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0700.GEOID18 height accuracy estimate available here.
 LG0700
 LG0700.Click photographs - Photos may exist for this station.
 LG0700
 LG0700.The dynamic height is computed by dividing the NAVD 88
 LG0700.geopotential number by the normal gravity value computed on the
 LG0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0700.degrees latitude (g = 980.6199 gals.).
 LG0700
 LG0700.The modeled gravity was interpolated from observed gravity values.
 LG0700
 LG0700;                    North         East    Units  Estimated Accuracy
 LG0700;SPC NE       -   130,990.      701,270.      MT  (+/- 180 meters Scaled)
 LG0700
 LG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL171383(NAD 83)
 LG0700
 LG0700                          SUPERSEDED SURVEY CONTROL
 LG0700
 LG0700  NGVD 29 (??/??/92)  508.660  (m)         1668.83   (f) ADJ UNCH    2 0
 LG0700
 LG0700.Superseded values are not recommended for survey control.
 LG0700
 LG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0700.See file dsdata.pdf to determine how the superseded data were derived.
 LG0700
 LG0700_MARKER: DB = BENCH MARK DISK
 LG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0700_STAMPING: S 135 1935
 LG0700_MARK LOGO: CGS
 LG0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0700+STABILITY: SURFACE MOTION
 LG0700
 LG0700  HISTORY     - Date     Condition        Report By
 LG0700  HISTORY     - 1935     MONUMENTED       CGS
 LG0700  HISTORY     - 1967     MARK NOT FOUND   CGS
 LG0700
 LG0700                          STATION DESCRIPTION
 LG0700
 LG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0700'1.4 MI S FROM BENEDICT.
 LG0700'1.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0700'FROM THE STATION AT BENEDICT, YORK COUNTY, 8.5 FEET EAST OF
 LG0700'MILEPOST 143, SOUTH OF A ROAD CROSSING, 44 FEET EAST OF THE
 LG0700'EAST RAIL, AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0700'S 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0700
 LG0700                          STATION RECOVERY (1967)
 LG0700
 LG0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LG0700'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1616 ***********************************************************************
 MK1616  DESIGNATION -  S 136
 MK1616  PID         -  MK1616
 MK1616  STATE/COUNTY-  NE/MERRICK
 MK1616  COUNTRY     -  US
 MK1616  USGS QUAD   -  POLK NW (2017)
 MK1616
 MK1616                         *CURRENT SURVEY CONTROL
 MK1616  ______________________________________________________________________
 MK1616* NAD 83(1986) POSITION- 41 14 56.     (N) 097 58 58.     (W)   SCALED
 MK1616* NAVD 88 ORTHO HEIGHT -   510.454 (meters)     1674.71  (feet) ADJUSTED
 MK1616  ______________________________________________________________________
 MK1616  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 MK1616  DYNAMIC HEIGHT  -        510.213 (meters)     1673.92  (feet) COMP
 MK1616  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 MK1616
 MK1616  VERT ORDER      -  SECOND    CLASS 0
 MK1616
 MK1616.The horizontal coordinates were scaled from a map and have
 MK1616.an estimated accuracy of +/- 6 seconds.
 MK1616
 MK1616.The orthometric height was determined by differential leveling and
 MK1616.adjusted by the NATIONAL GEODETIC SURVEY
 MK1616.in June 1991.
 MK1616
 MK1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1616.GEOID18 height accuracy estimate available here.
 MK1616
 MK1616.Click photographs - Photos may exist for this station.
 MK1616
 MK1616.The dynamic height is computed by dividing the NAVD 88
 MK1616.geopotential number by the normal gravity value computed on the
 MK1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1616.degrees latitude (g = 980.6199 gals.).
 MK1616
 MK1616.The modeled gravity was interpolated from observed gravity values.
 MK1616
 MK1616;                    North         East    Units  Estimated Accuracy
 MK1616;SPC NE       -   159,140.      669,010.      MT  (+/- 180 meters Scaled)
 MK1616
 MK1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL852668(NAD 83)
 MK1616
 MK1616                          SUPERSEDED SURVEY CONTROL
 MK1616
 MK1616  NGVD 29 (??/??/92)  510.234  (m)         1673.99   (f) ADJ UNCH    2 0
 MK1616
 MK1616.Superseded values are not recommended for survey control.
 MK1616
 MK1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1616.See file dsdata.pdf to determine how the superseded data were derived.
 MK1616
 MK1616_MARKER: DB = BENCH MARK DISK
 MK1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1616_STAMPING: S 136 1935
 MK1616_MARK LOGO: CGS
 MK1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1616+STABILITY: SURFACE MOTION
 MK1616
 MK1616  HISTORY     - Date     Condition        Report By
 MK1616  HISTORY     - 1935     MONUMENTED       CGS
 MK1616  HISTORY     - 1960     POOR             CGS
 MK1616  HISTORY     - 1962     GOOD             USGS
 MK1616  HISTORY     - 20070815 MARK NOT FOUND   NEDR
 MK1616
 MK1616                          STATION DESCRIPTION
 MK1616
 MK1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1616'8.6 MI S FROM FULLERTON.
 MK1616'IN MERRICK COUNTY, 8.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM
 MK1616'THE POST OFFICE AT FULLERTON, NANCE COUNTY, ON THE OLD HIGHWAY,
 MK1616'0.2 MILE SOUTH OF A FARMHOUSE, 39.5 FEET NORTH OF THE NORTHEAST
 MK1616'CORNER OF A BRIDGE OVER PRAIRIE CREEK, 35.8 FEET EAST OF THE
 MK1616'CENTERLINE OF THE OLD HIGHWAY, AND 2 FEET WEST OF A FENCE.  A
 MK1616'STANDARD DISK, STAMPED S 136 1935 AND SET IN THE TOP OF A
 MK1616'CONCRETE POST.  NOTE-- TOP OF POST SCARRED AND IS LOOSE IN THE
 MK1616'GROUND.  USE WITH CAUTION.
 MK1616
 MK1616                          STATION RECOVERY (1962)
 MK1616
 MK1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1616'RECOVERED IN GOOD CONDITION.
 MK1616
 MK1616                          STATION RECOVERY (2007)
 MK1616
 MK1616'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 MK1616'MONUMENT LIKELY DESTROYED WITH BRIDGE CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0703 ***********************************************************************
 LG0703  DESIGNATION -  S 137
 LG0703  PID         -  LG0703
 LG0703  STATE/COUNTY-  NE/YORK
 LG0703  COUNTRY     -  US
 LG0703  USGS QUAD   -  YORK NORTH (2017)
 LG0703
 LG0703                         *CURRENT SURVEY CONTROL
 LG0703  ______________________________________________________________________
 LG0703* NAD 83(1986) POSITION- 40 56 14.     (N) 097 31 36.     (W)   SCALED
 LG0703* NAVD 88 ORTHO HEIGHT -   503.895 (meters)     1653.20  (feet) ADJUSTED
 LG0703  ______________________________________________________________________
 LG0703  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 LG0703  DYNAMIC HEIGHT  -        503.633 (meters)     1652.34  (feet) COMP
 LG0703  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 LG0703
 LG0703  VERT ORDER      -  SECOND    CLASS 0
 LG0703
 LG0703.The horizontal coordinates were scaled from a map and have
 LG0703.an estimated accuracy of +/- 6 seconds.
 LG0703
 LG0703.The orthometric height was determined by differential leveling and
 LG0703.adjusted by the NATIONAL GEODETIC SURVEY
 LG0703.in June 1991.
 LG0703
 LG0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0703.GEOID18 height accuracy estimate available here.
 LG0703
 LG0703.Click photographs - Photos may exist for this station.
 LG0703
 LG0703.The dynamic height is computed by dividing the NAVD 88
 LG0703.geopotential number by the normal gravity value computed on the
 LG0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0703.degrees latitude (g = 980.6199 gals.).
 LG0703
 LG0703.The modeled gravity was interpolated from observed gravity values.
 LG0703
 LG0703;                    North         East    Units  Estimated Accuracy
 LG0703;SPC NE       -   125,540.      708,200.      MT  (+/- 180 meters Scaled)
 LG0703
 LG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL240328(NAD 83)
 LG0703
 LG0703                          SUPERSEDED SURVEY CONTROL
 LG0703
 LG0703  NGVD 29 (??/??/92)  503.692  (m)         1652.53   (f) ADJ UNCH    2 0
 LG0703
 LG0703.Superseded values are not recommended for survey control.
 LG0703
 LG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0703.See file dsdata.pdf to determine how the superseded data were derived.
 LG0703
 LG0703_MARKER: DB = BENCH MARK DISK
 LG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0703_STAMPING: S 137 1935
 LG0703_MARK LOGO: CGS
 LG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0703+STABILITY: SURFACE MOTION
 LG0703
 LG0703  HISTORY     - Date     Condition        Report By
 LG0703  HISTORY     - 1935     MONUMENTED       CGS
 LG0703  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0703
 LG0703                          STATION DESCRIPTION
 LG0703
 LG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0703'2.8 MI SW FROM THAYER.
 LG0703'2.8 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0703'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, 42 FEET
 LG0703'EAST OF THE OLD ROADBED, AND 5 FEET WEST OF A FENCE.  A STANDARD
 LG0703'DISK, STAMPED S 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0703
 LG0703                          STATION RECOVERY (1967)
 LG0703
 LG0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0703'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1060 ***********************************************************************
 MK1060  DESIGNATION -  S 139
 MK1060  PID         -  MK1060
 MK1060  STATE/COUNTY-  NE/BURT
 MK1060  COUNTRY     -  US
 MK1060  USGS QUAD   -  WEST POINT NE (2017)
 MK1060
 MK1060                         *CURRENT SURVEY CONTROL
 MK1060  ______________________________________________________________________
 MK1060* NAD 83(1986) POSITION- 41 58 13.     (N) 096 30 42.     (W)   SCALED
 MK1060* NAVD 88 ORTHO HEIGHT -   394.219 (meters)     1293.37  (feet) ADJUSTED
 MK1060  ______________________________________________________________________
 MK1060  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 MK1060  DYNAMIC HEIGHT  -        394.080 (meters)     1292.91  (feet) COMP
 MK1060  MODELED GRAVITY -    980,255.8   (mgal)                       NAVD 88
 MK1060
 MK1060  VERT ORDER      -  SECOND    CLASS 0
 MK1060
 MK1060.The horizontal coordinates were scaled from a map and have
 MK1060.an estimated accuracy of +/- 6 seconds.
 MK1060
 MK1060.The orthometric height was determined by differential leveling and
 MK1060.adjusted by the NATIONAL GEODETIC SURVEY
 MK1060.in June 1991.
 MK1060
 MK1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1060.GEOID18 height accuracy estimate available here.
 MK1060
 MK1060.Click photographs - Photos may exist for this station.
 MK1060
 MK1060.The dynamic height is computed by dividing the NAVD 88
 MK1060.geopotential number by the normal gravity value computed on the
 MK1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1060.degrees latitude (g = 980.6199 gals.).
 MK1060
 MK1060.The modeled gravity was interpolated from observed gravity values.
 MK1060
 MK1060;                    North         East    Units  Estimated Accuracy
 MK1060;SPC NE       -   243,090.      788,980.      MT  (+/- 180 meters Scaled)
 MK1060
 MK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM061494(NAD 83)
 MK1060
 MK1060                          SUPERSEDED SURVEY CONTROL
 MK1060
 MK1060  NGVD 29 (??/??/92)  394.072  (m)         1292.88   (f) ADJ UNCH    2 0
 MK1060
 MK1060.Superseded values are not recommended for survey control.
 MK1060
 MK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1060.See file dsdata.pdf to determine how the superseded data were derived.
 MK1060
 MK1060_MARKER: DB = BENCH MARK DISK
 MK1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1060_STAMPING: S 139 1935
 MK1060_MARK LOGO: CGS
 MK1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1060+STABILITY: SURFACE MOTION
 MK1060
 MK1060  HISTORY     - Date     Condition        Report By
 MK1060  HISTORY     - 1935     MONUMENTED       CGS
 MK1060
 MK1060                          STATION DESCRIPTION
 MK1060
 MK1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1060'3.2 MI NW FROM LYONS.
 MK1060'3.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 MK1060'AND OMAHA RAILROAD FROM THE STATION AT LYONS, BURT COUNTY,
 MK1060'792 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING TO THE
 MK1060'BLAKE MILLER FARMHOUSE, AT A ROAD CROSSING, 51 FEET NORTHEAST
 MK1060'OF THE CENTER OF THE CROSSING, AND 46 FEET NORTH OF THE NORTH
 MK1060'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED S 139 1935
 MK1060'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0641 ***********************************************************************
 LG0641  DESIGNATION -  S 14
 LG0641  PID         -  LG0641
 LG0641  STATE/COUNTY-  NE/FILLMORE
 LG0641  COUNTRY     -  US
 LG0641  USGS QUAD   -  FAIRMONT (2017)
 LG0641
 LG0641                         *CURRENT SURVEY CONTROL
 LG0641  ______________________________________________________________________
 LG0641* NAD 83(1986) POSITION- 40 38 15.     (N) 097 35 11.     (W)   SCALED
 LG0641* NAVD 88 ORTHO HEIGHT -   501.322 (meters)     1644.75  (feet) ADJUSTED
 LG0641  ______________________________________________________________________
 LG0641  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 LG0641  DYNAMIC HEIGHT  -        501.047 (meters)     1643.85  (feet) COMP
 LG0641  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 LG0641
 LG0641  VERT ORDER      -  FIRST     CLASS II
 LG0641
 LG0641.The horizontal coordinates were scaled from a map and have
 LG0641.an estimated accuracy of +/- 6 seconds.
 LG0641
 LG0641.The orthometric height was determined by differential leveling and
 LG0641.adjusted by the NATIONAL GEODETIC SURVEY
 LG0641.in May 1993.
 LG0641
 LG0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0641.GEOID18 height accuracy estimate available here.
 LG0641
 LG0641.Click photographs - Photos may exist for this station.
 LG0641
 LG0641.The dynamic height is computed by dividing the NAVD 88
 LG0641.geopotential number by the normal gravity value computed on the
 LG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0641.degrees latitude (g = 980.6199 gals.).
 LG0641
 LG0641.The modeled gravity was interpolated from observed gravity values.
 LG0641
 LG0641;                    North         East    Units  Estimated Accuracy
 LG0641;SPC NE       -    92,140.      704,110.      MT  (+/- 180 meters Scaled)
 LG0641
 LG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK195994(NAD 83)
 LG0641
 LG0641                          SUPERSEDED SURVEY CONTROL
 LG0641
 LG0641  NAVD 88 (06/15/91)  501.347  (m)         1644.84   (f) SUPERSEDED  1 2
 LG0641  NGVD 29 (??/??/92)  501.172  (m)         1644.26   (f) ADJ UNCH    1 2
 LG0641
 LG0641.Superseded values are not recommended for survey control.
 LG0641
 LG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0641.See file dsdata.pdf to determine how the superseded data were derived.
 LG0641
 LG0641_MARKER: DB = BENCH MARK DISK
 LG0641_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0641+WITH SETTING: PAVEMENT
 LG0641_SP_SET: FOOTING
 LG0641_STAMPING: 1644.193 S 14 1933
 LG0641_MARK LOGO: CGS
 LG0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0641+STABILITY: SURFACE MOTION
 LG0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0641+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 LG0641
 LG0641  HISTORY     - Date     Condition        Report By
 LG0641  HISTORY     - 1933     MONUMENTED       CGS
 LG0641  HISTORY     - 1938     GOOD             CGS
 LG0641  HISTORY     - 19911007 GOOD             NGS
 LG0641  HISTORY     - 20150803 GOOD             NEGS
 LG0641
 LG0641                          STATION DESCRIPTION
 LG0641
 LG0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LG0641'AT FAIRMONT.
 LG0641'AT FAIRMONT, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0641'QUINCY RAILROAD, 6 RAILS WEST OF THE WEST FACE OF THE STATION,
 LG0641'60 FEET WEST OF MILEPOST 113, 70 FEET NORTH OF THE TRACK, AT A
 LG0641'WATER TANK, AND IN THE TOP OF THE SOUTHWEST CONCRETE PIER.  A
 LG0641'STANDARD DISK, STAMPED 1644.193 S 14 1933.
 LG0641
 LG0641                          STATION RECOVERY (1991)
 LG0641
 LG0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0641'IN FAIRMONT, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0641'AND FILLMORE AVENUE, NEAR THE SOUTH CORNER OF THE SOUTHWEST CONCRETE
 LG0641'FOOTING FOR A WATER TOWER (TOWER REMOVED), 24.1 M (79.1 FT) WEST OF
 LG0641'THE AVENUE CENTER, 13.8 M (45.3 FT) NORTH OF AND LEVEL WITH THE NEAR
 LG0641'RAIL, 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT)
 LG0641'EAST OF A WITNESS POST.
 LG0641
 LG0641                          STATION RECOVERY (2015)
 LG0641
 LG0641'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (PS)
 LG0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1078 ***********************************************************************
 MK1078  DESIGNATION -  S 140
 MK1078  PID         -  MK1078
 MK1078  STATE/COUNTY-  NE/CUMING
 MK1078  COUNTRY     -  US
 MK1078  USGS QUAD   -  WEST POINT NW (2017)
 MK1078
 MK1078                         *CURRENT SURVEY CONTROL
 MK1078  ______________________________________________________________________
 MK1078* NAD 83(1986) POSITION- 41 53 18.     (N) 096 44 45.     (W)   SCALED
 MK1078* NAVD 88 ORTHO HEIGHT -   402.978 (meters)     1322.10  (feet) ADJUSTED
 MK1078  ______________________________________________________________________
 MK1078  GEOID HEIGHT    -        -25.392 (meters)                     GEOID18
 MK1078  DYNAMIC HEIGHT  -        402.829 (meters)     1321.61  (feet) COMP
 MK1078  MODELED GRAVITY -    980,238.1   (mgal)                       NAVD 88
 MK1078
 MK1078  VERT ORDER      -  SECOND    CLASS 0
 MK1078
 MK1078.The horizontal coordinates were scaled from a map and have
 MK1078.an estimated accuracy of +/- 6 seconds.
 MK1078
 MK1078.The orthometric height was determined by differential leveling and
 MK1078.adjusted by the NATIONAL GEODETIC SURVEY
 MK1078.in June 1991.
 MK1078
 MK1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1078.GEOID18 height accuracy estimate available here.
 MK1078
 MK1078.Click photographs - Photos may exist for this station.
 MK1078
 MK1078.The dynamic height is computed by dividing the NAVD 88
 MK1078.geopotential number by the normal gravity value computed on the
 MK1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1078.degrees latitude (g = 980.6199 gals.).
 MK1078
 MK1078.The modeled gravity was interpolated from observed gravity values.
 MK1078
 MK1078;                    North         East    Units  Estimated Accuracy
 MK1078;SPC NE       -   233,240.      769,930.      MT  (+/- 180 meters Scaled)
 MK1078
 MK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM870398(NAD 83)
 MK1078
 MK1078                          SUPERSEDED SURVEY CONTROL
 MK1078
 MK1078  NGVD 29 (??/??/92)  402.832  (m)         1321.62   (f) ADJ UNCH    2 0
 MK1078
 MK1078.Superseded values are not recommended for survey control.
 MK1078
 MK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1078.See file dsdata.pdf to determine how the superseded data were derived.
 MK1078
 MK1078_MARKER: DB = BENCH MARK DISK
 MK1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1078_STAMPING: S 140 1935
 MK1078_MARK LOGO: CGS
 MK1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1078+STABILITY: SURFACE MOTION
 MK1078
 MK1078  HISTORY     - Date     Condition        Report By
 MK1078  HISTORY     - 1935     MONUMENTED       CGS
 MK1078  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1078
 MK1078                          STATION DESCRIPTION
 MK1078
 MK1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1078'4 MI NW FROM WEST POINT.
 MK1078'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1078'AND PILGER, 87.9 FEET NORTHEAST OF MILE POST NO. 41, 45.0 FEET
 MK1078'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 8, 40.5 FEET
 MK1078'NORTHEAST OF THE NORTHEAST RAIL.
 MK1078
 MK1078                          STATION RECOVERY (1965)
 MK1078
 MK1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0091 ***********************************************************************
 LH0091  DESIGNATION -  S 15
 LH0091  PID         -  LH0091
 LH0091  STATE/COUNTY-  NE/ADAMS
 LH0091  COUNTRY     -  US
 LH0091  USGS QUAD   -  HASTINGS EAST (2017)
 LH0091
 LH0091                         *CURRENT SURVEY CONTROL
 LH0091  ______________________________________________________________________
 LH0091* NAD 83(1986) POSITION- 40 35 12.     (N) 098 18 57.     (W)   SCALED
 LH0091* NAVD 88 ORTHO HEIGHT -   578.948 (meters)     1899.43  (feet) ADJUSTED
 LH0091  ______________________________________________________________________
 LH0091  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 LH0091  DYNAMIC HEIGHT  -        578.628 (meters)     1898.38  (feet) COMP
 LH0091  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 LH0091
 LH0091  VERT ORDER      -  FIRST     CLASS II
 LH0091
 LH0091.The horizontal coordinates were scaled from a map and have
 LH0091.an estimated accuracy of +/- 6 seconds.
 LH0091
 LH0091.The orthometric height was determined by differential leveling and
 LH0091.adjusted by the NATIONAL GEODETIC SURVEY
 LH0091.in June 1991.
 LH0091
 LH0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0091.GEOID18 height accuracy estimate available here.
 LH0091
 LH0091.Click photographs - Photos may exist for this station.
 LH0091
 LH0091.The dynamic height is computed by dividing the NAVD 88
 LH0091.geopotential number by the normal gravity value computed on the
 LH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0091.degrees latitude (g = 980.6199 gals.).
 LH0091
 LH0091.The modeled gravity was interpolated from observed gravity values.
 LH0091
 LH0091;                    North         East    Units  Estimated Accuracy
 LH0091;SPC NE       -    85,030.      642,540.      MT  (+/- 180 meters Scaled)
 LH0091
 LH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK578930(NAD 83)
 LH0091
 LH0091                          SUPERSEDED SURVEY CONTROL
 LH0091
 LH0091  NGVD 29 (??/??/92)  578.724  (m)         1898.70   (f) ADJ UNCH    1 2
 LH0091
 LH0091.Superseded values are not recommended for survey control.
 LH0091
 LH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0091.See file dsdata.pdf to determine how the superseded data were derived.
 LH0091
 LH0091_MARKER: DB = BENCH MARK DISK
 LH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0091_STAMPING: 1898.772 S 15 1933
 LH0091_MARK LOGO: CGS
 LH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0091+STABILITY: SURFACE MOTION
 LH0091
 LH0091  HISTORY     - Date     Condition        Report By
 LH0091  HISTORY     - 1933     MONUMENTED       CGS
 LH0091  HISTORY     - 1934     GOOD             CGS
 LH0091  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0091
 LH0091                          STATION DESCRIPTION
 LH0091
 LH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0091'1 MI W FROM HALLORAN.
 LH0091'1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0091'FROM THE STATION SIGN AT HALLORAN, ADAMS COUNTY, 3.8 MILES
 LH0091'EAST OF THE STATION AT HASTINGS, AT MILEAGE 152.4, AT A ROAD
 LH0091'CROSSING, 75 FEET EAST OF THE CENTERLINE OF THE ROAD, 61.7 FEET
 LH0091'NORTH OF THE CENTERLINE OF THE TRACK, AND 39 FEET SOUTH OF THE
 LH0091'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1898.772
 LH0091'S 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LH0091'INCHES ABOVE GROUND.
 LH0091
 LH0091                          STATION RECOVERY (1991)
 LH0091
 LH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0091'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0253 ***********************************************************************
 LJ0253  DESIGNATION -  S 158
 LJ0253  PID         -  LJ0253
 LJ0253  STATE/COUNTY-  NE/CHASE
 LJ0253  COUNTRY     -  US
 LJ0253  USGS QUAD   -  ENDERS (2017)
 LJ0253
 LJ0253                         *CURRENT SURVEY CONTROL
 LJ0253  ______________________________________________________________________
 LJ0253* NAD 83(1986) POSITION- 40 27 09.     (N) 101 32 03.     (W)   SCALED
 LJ0253* NAVD 88 ORTHO HEIGHT -   960.766 (meters)     3152.11  (feet) ADJUSTED
 LJ0253  ______________________________________________________________________
 LJ0253  GEOID HEIGHT    -        -22.415 (meters)                     GEOID18
 LJ0253  DYNAMIC HEIGHT  -        960.112 (meters)     3149.97  (feet) COMP
 LJ0253  MODELED GRAVITY -    979,912.3   (mgal)                       NAVD 88
 LJ0253
 LJ0253  VERT ORDER      -  SECOND    CLASS 0
 LJ0253
 LJ0253.The horizontal coordinates were scaled from a map and have
 LJ0253.an estimated accuracy of +/- 6 seconds.
 LJ0253
 LJ0253.The orthometric height was determined by differential leveling and
 LJ0253.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0253.in June 1991.
 LJ0253
 LJ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0253.GEOID18 height accuracy estimate available here.
 LJ0253
 LJ0253.Click photographs - Photos may exist for this station.
 LJ0253
 LJ0253.The dynamic height is computed by dividing the NAVD 88
 LJ0253.geopotential number by the normal gravity value computed on the
 LJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0253.degrees latitude (g = 980.6199 gals.).
 LJ0253
 LJ0253.The modeled gravity was interpolated from observed gravity values.
 LJ0253
 LJ0253;                    North         East    Units  Estimated Accuracy
 LJ0253;SPC NE       -    69,900.      369,890.      MT  (+/- 180 meters Scaled)
 LJ0253
 LJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK851810(NAD 83)
 LJ0253
 LJ0253                          SUPERSEDED SURVEY CONTROL
 LJ0253
 LJ0253  NGVD 29 (??/??/92)  960.388  (m)         3150.87   (f) ADJ UNCH    2 0
 LJ0253
 LJ0253.Superseded values are not recommended for survey control.
 LJ0253
 LJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0253.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0253
 LJ0253_MARKER: DB = BENCH MARK DISK
 LJ0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0253_SP_SET: BUILDING
 LJ0253_STAMPING: S 158 1934
 LJ0253_MARK LOGO: CGS
 LJ0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0253
 LJ0253  HISTORY     - Date     Condition        Report By
 LJ0253  HISTORY     - 1934     MONUMENTED       CGS
 LJ0253  HISTORY     - 1941     GOOD             CGS
 LJ0253
 LJ0253                          STATION DESCRIPTION
 LJ0253
 LJ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0253'AT ENDERS.
 LJ0253'AT ENDERS, AT FARMERS SUPPLY COMPANY BUILDING.  SOUTH EAST
 LJ0253'CORNER OF BUILDING, 4 FEET ABOVE GROUND.  IN BRICK WALL, ABOUT
 LJ0253'200 FEET NORTH OF RAILROAD STATION.
 LJ0253
 LJ0253                          STATION RECOVERY (1941)
 LJ0253
 LJ0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0660 ***********************************************************************
 ML0660  DESIGNATION -  S 16
 ML0660  PID         -  ML0660
 ML0660  STATE/COUNTY-  NE/CUSTER
 ML0660  COUNTRY     -  US
 ML0660  USGS QUAD   -  ANSLEY (2017)
 ML0660
 ML0660                         *CURRENT SURVEY CONTROL
 ML0660  ______________________________________________________________________
 ML0660* NAD 83(1986) POSITION- 41 17 22.     (N) 099 23 08.     (W)   SCALED
 ML0660* NAVD 88 ORTHO HEIGHT -   702.567 (meters)     2305.01  (feet) ADJUSTED
 ML0660  ______________________________________________________________________
 ML0660  GEOID HEIGHT    -        -23.317 (meters)                     GEOID18
 ML0660  DYNAMIC HEIGHT  -        702.194 (meters)     2303.78  (feet) COMP
 ML0660  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 ML0660
 ML0660  VERT ORDER      -  FIRST     CLASS II
 ML0660
 ML0660.The horizontal coordinates were scaled from a map and have
 ML0660.an estimated accuracy of +/- 6 seconds.
 ML0660
 ML0660.The orthometric height was determined by differential leveling and
 ML0660.adjusted by the NATIONAL GEODETIC SURVEY
 ML0660.in June 1991.
 ML0660
 ML0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0660.GEOID18 height accuracy estimate available here.
 ML0660
 ML0660.Click photographs - Photos may exist for this station.
 ML0660
 ML0660.The dynamic height is computed by dividing the NAVD 88
 ML0660.geopotential number by the normal gravity value computed on the
 ML0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0660.degrees latitude (g = 980.6199 gals.).
 ML0660
 ML0660.The modeled gravity was interpolated from observed gravity values.
 ML0660
 ML0660;                    North         East    Units  Estimated Accuracy
 ML0660;SPC NE       -   161,850.      551,450.      MT  (+/- 180 meters Scaled)
 ML0660
 ML0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677709(NAD 83)
 ML0660
 ML0660                          SUPERSEDED SURVEY CONTROL
 ML0660
 ML0660  NGVD 29 (??/??/92)  702.326  (m)         2304.21   (f) ADJ UNCH    1 2
 ML0660
 ML0660.Superseded values are not recommended for survey control.
 ML0660
 ML0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0660.See file dsdata.pdf to determine how the superseded data were derived.
 ML0660
 ML0660_MARKER: DB = BENCH MARK DISK
 ML0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0660_STAMPING: S 16 1933
 ML0660_MARK LOGO: CGS
 ML0660_PROJECTION: PROJECTING 5 CENTIMETERS
 ML0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0660+STABILITY: SURFACE MOTION
 ML0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0660+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 ML0660
 ML0660  HISTORY     - Date     Condition        Report By
 ML0660  HISTORY     - 1933     MONUMENTED       CGS
 ML0660  HISTORY     - 1968     GOOD             CGS
 ML0660  HISTORY     - 20040809 GOOD             USPSQD
 ML0660  HISTORY     - 20190404 GOOD             NEGS
 ML0660
 ML0660                          STATION DESCRIPTION
 ML0660
 ML0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0660'AT ANSLEY.
 ML0660'AT ANSLEY, CUSTER COUNTY, AT THE LIGHT AND WATER PLANT, 13 FEET
 ML0660'SOUTHEAST OF THE SOUTHEAST CORNER, 11 FEET WEST OF THE PROPERTY
 ML0660'LINE AND SIDEWALK, AND 2 FEET SOUTH OF THE CONCRETE WALK LEADING
 ML0660'TO THE PLANT.  A STANDARD DISK, STAMPED 2304.215 S 16 1933 AND
 ML0660'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 ML0660'ABOVE GROUND.
 ML0660
 ML0660                          STATION RECOVERY (2004)
 ML0660
 ML0660'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML0660'MARK FOUND GOOD. MARK IS SOUTH OF U.S. HIGHWAY 92, ON THE WEST EDGE OF
 ML0660'THE TOWN OF ANSLEY, 1/4 BLOCK EAST OF THE ENTRANCE TO A BALL PARK, 1
 ML0660'FOOT SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 6 INCHES ABOVE GROUND.
 ML0660
 ML0660                          STATION RECOVERY (2019)
 ML0660
 ML0660'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 ML0660'TO REACH FROM THE INTERSECTION OF NEBRASKA HIGHWAY 2 / NEBRASKA
 ML0660'HIGHWAY 92 AND MAIN STREET IN ANSLEY, NE, GO NORTH ON N-2 / N-92
 ML0660'APPROXIMATELY 420 FT (128.0 M) TO THE MARK ON THE LEFT (WEST).
 ML0660'
 ML0660'THE MARK IS 40.5 FT (12.3 M) WEST OF THE CENTERLINE OF HIGHWAY N-2 /
 ML0660'N-92, 16.25 FT (5.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 ML0660'POWER PLANT BUILDING, 160 FT (48.8 M) SOUTH OF THE BALLFIELD DRIVE
 ML0660'ENTRANCE (WEST), 0.85 FT (26 CM) WEST OF A FIBERGLASS WITNESS POST,
 ML0660'2.1 FT (0.6 M) WEST OF THE EDGE OF A SIDEWALK, 63.7 FT (19.4 M) NORTH
 ML0660'OF THE CENTERLINE OF DRIVE (WEST) AND 39.26 FT (12.0 M)
 ML0660'NORTH-NORTHEAST OF A NAIL IN A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0459 ***********************************************************************
 LJ0459  DESIGNATION -  S 16 RM
 LJ0459  PID         -  LJ0459
 LJ0459  STATE/COUNTY-  NE/RED WILLOW
 LJ0459  COUNTRY     -  US
 LJ0459  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0459
 LJ0459                         *CURRENT SURVEY CONTROL
 LJ0459  ______________________________________________________________________
 LJ0459* NAD 83(1995) POSITION- 40 14 06.71098(N) 100 43 20.53448(W)   ADJUSTED
 LJ0459* NAVD 88 ORTHO HEIGHT -   769.    (meters)     2523.    (feet) SCALED
 LJ0459  ______________________________________________________________________
 LJ0459  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 LJ0459  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LJ0459  HORZ ORDER      -  SECOND
 LJ0459
 LJ0459.The horizontal coordinates were established by classical geodetic methods
 LJ0459.and adjusted by the National Geodetic Survey in August 1997.
 LJ0459
 LJ0459.The orthometric height was scaled from a topographic map.
 LJ0459
 LJ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0459.GEOID18 height accuracy estimate available here.
 LJ0459
 LJ0459.Click photographs - Photos may exist for this station.
 LJ0459
 LJ0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0459
 LJ0459. The following values were computed from the NAD 83(1995) position.
 LJ0459
 LJ0459;                    North         East     Units Scale Factor Converg.
 LJ0459;SPC NE       -    44,877.294   438,532.884   MT  0.99990195   -0 28 43.4
 LJ0459;SPC NE       -   147,234.92  1,438,753.30   sFT  0.99990195   -0 28 43.4
 LJ0459;UTM  14      - 4,455,285.103   353,480.913   MT  0.99986427   -1 06 45.8
 LJ0459
 LJ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0459!SPC NE       -   0.99988306  x   0.99990195  =   0.99978503
 LJ0459!UTM  14      -   0.99988306  x   0.99986427  =   0.99974735
 LJ0459
 LJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5348055285(NAD 83)
 LJ0459
 LJ0459                          SUPERSEDED SURVEY CONTROL
 LJ0459
 LJ0459  NAD 83(1986)-  40 14 06.71510(N)    100 43 20.54028(W) AD(       ) 2
 LJ0459  NAD 27      -  40 14 06.71165(N)    100 43 18.97886(W) AD(       ) 2
 LJ0459
 LJ0459.Superseded values are not recommended for survey control.
 LJ0459
 LJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0459.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0459
 LJ0459_MARKER: P = PIPE CAP
 LJ0459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0459_STAMPING: 6 S RM
 LJ0459_MARK LOGO: BLM
 LJ0459_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0459
 LJ0459  HISTORY     - Date     Condition        Report By
 LJ0459  HISTORY     - UNK      MONUMENTED       BLM
 LJ0459
 LJ0459                          STATION DESCRIPTION
 LJ0459
 LJ0459'DESCRIBED BY BUREAU OF LAND MANAGEMENT UNK
 LJ0459'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0459'2.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0459'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED 6 S R.M. 41.5 FT.
 LJ0459'AND PROJECTS 6 INCHES.
 LJ0459'
 LJ0459'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0459'GRAVELED ROAD, 11 FEET NORTH OF THE NORTH END OF A WIRE GATE
 LJ0459'AND 0.4 FOOT WEST-SOUTHWEST OF A ROUND WITNESS POST.
 LJ0459'
 LJ0459'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0459'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND 83.
 LJ0459'TURN RIGHT AND GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO THE
 LJ0459'POINT WHERE U.S. HIGHWAY 83 TURNS NORTH, CONTINUE WESTERLY
 LJ0459'ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A CROSSROAD JUST
 LJ0459'EAST OF THE PERRY ELEVATORS.  TURN RIGHT AND GO NORTH ON A
 LJ0459'GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 LJ0459'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0268 ***********************************************************************
 LJ0268  DESIGNATION -  S 160
 LJ0268  PID         -  LJ0268
 LJ0268  STATE/COUNTY-  NE/CHASE
 LJ0268  COUNTRY     -  US
 LJ0268  USGS QUAD   -  IMPERIAL (2017)
 LJ0268
 LJ0268                         *CURRENT SURVEY CONTROL
 LJ0268  ______________________________________________________________________
 LJ0268* NAD 83(1986) POSITION- 40 37 26.     (N) 101 37 43.     (W)   SCALED
 LJ0268* NAVD 88 ORTHO HEIGHT -  1004.513 (meters)     3295.64  (feet) ADJUSTED
 LJ0268  ______________________________________________________________________
 LJ0268  GEOID HEIGHT    -        -21.974 (meters)                     GEOID18
 LJ0268  DYNAMIC HEIGHT  -       1003.839 (meters)     3293.43  (feet) COMP
 LJ0268  MODELED GRAVITY -    979,919.4   (mgal)                       NAVD 88
 LJ0268
 LJ0268  VERT ORDER      -  SECOND    CLASS 0
 LJ0268
 LJ0268.The horizontal coordinates were scaled from a map and have
 LJ0268.an estimated accuracy of +/- 6 seconds.
 LJ0268
 LJ0268.The orthometric height was determined by differential leveling and
 LJ0268.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0268.in June 1991.
 LJ0268
 LJ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0268.GEOID18 height accuracy estimate available here.
 LJ0268
 LJ0268.Click photographs - Photos may exist for this station.
 LJ0268
 LJ0268.The dynamic height is computed by dividing the NAVD 88
 LJ0268.geopotential number by the normal gravity value computed on the
 LJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0268.degrees latitude (g = 980.6199 gals.).
 LJ0268
 LJ0268.The modeled gravity was interpolated from observed gravity values.
 LJ0268
 LJ0268;                    North         East    Units  Estimated Accuracy
 LJ0268;SPC NE       -    89,070.      362,240.      MT  (+/- 180 meters Scaled)
 LJ0268
 LJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL776003(NAD 83)
 LJ0268
 LJ0268                          SUPERSEDED SURVEY CONTROL
 LJ0268
 LJ0268  NGVD 29 (??/??/92) 1004.114  (m)         3294.33   (f) ADJ UNCH    2 0
 LJ0268
 LJ0268.Superseded values are not recommended for survey control.
 LJ0268
 LJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0268.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0268
 LJ0268_MARKER: DB = BENCH MARK DISK
 LJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0268_STAMPING: S 160 1934
 LJ0268_MARK LOGO: CGS
 LJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0268+STABILITY: SURFACE MOTION
 LJ0268
 LJ0268  HISTORY     - Date     Condition        Report By
 LJ0268  HISTORY     - 1934     MONUMENTED       CGS
 LJ0268
 LJ0268                          STATION DESCRIPTION
 LJ0268
 LJ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0268'8.9 MI N FROM IMPERIAL.
 LJ0268'8.9 MILES NORTH OF BURLINGTON STATION AT IMPERIAL, ON HIGHWAY
 LJ0268'61.  41 FEET EAST OF EAST CENTER OF HIGHWAY.  2 FEET WEST OF
 LJ0268'PROPERTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0269 ***********************************************************************
 LJ0269  DESIGNATION -  S 160 RESET
 LJ0269  PID         -  LJ0269
 LJ0269  STATE/COUNTY-  NE/CHASE
 LJ0269  COUNTRY     -  US
 LJ0269  USGS QUAD   -  IMPERIAL (2017)
 LJ0269
 LJ0269                         *CURRENT SURVEY CONTROL
 LJ0269  ______________________________________________________________________
 LJ0269* NAD 83(1986) POSITION- 40 37 26.     (N) 101 37 43.     (W)   SCALED
 LJ0269* NAVD 88 ORTHO HEIGHT -  1004.70  (meters)     3296.3   (feet) RESET
 LJ0269  ______________________________________________________________________
 LJ0269  GEOID HEIGHT    -        -21.974 (meters)                     GEOID18
 LJ0269  VERT ORDER      -  THIRD
 LJ0269
 LJ0269.The horizontal coordinates were scaled from a map and have
 LJ0269.an estimated accuracy of +/- 6 seconds.
 LJ0269
 LJ0269.The orthometric height was computed from unverified reset data.
 LJ0269
 LJ0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0269.GEOID18 height accuracy estimate available here.
 LJ0269
 LJ0269.Click photographs - Photos may exist for this station.
 LJ0269
 LJ0269;                    North         East    Units  Estimated Accuracy
 LJ0269;SPC NE       -    89,070.      362,240.      MT  (+/- 180 meters Scaled)
 LJ0269
 LJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL776003(NAD 83)
 LJ0269
 LJ0269                          SUPERSEDED SURVEY CONTROL
 LJ0269
 LJ0269  NGVD 29 (??/??/??) 1004.30   (m)         3294.9    (f) RESET       3  
 LJ0269
 LJ0269.Superseded values are not recommended for survey control.
 LJ0269
 LJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0269.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0269
 LJ0269_MARKER: DB = BENCH MARK DISK
 LJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0269_STAMPING: S 160 RESET 1950
 LJ0269_MARK LOGO: CGS
 LJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0269+STABILITY: SURFACE MOTION
 LJ0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0269+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2019
 LJ0269
 LJ0269  HISTORY     - Date     Condition        Report By
 LJ0269  HISTORY     - 1950     MONUMENTED       NEDR
 LJ0269  HISTORY     - 20190715 GOOD             NEGS
 LJ0269
 LJ0269                          STATION DESCRIPTION
 LJ0269
 LJ0269'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 LJ0269'8.9 MI N FROM IMPERIAL.
 LJ0269'8.9 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0269'BURLINGTON AND QUINCY RAILROAD STATION AT IMPERIAL, AT SURVEY
 LJ0269'STATION 430+23, AND 50 FEET EAST OF THE CENTERLINE OF THE
 LJ0269'HIGHWAY.
 LJ0269
 LJ0269                          STATION RECOVERY (2019)
 LJ0269
 LJ0269'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LJ0269'THE MARK IS LOCATED ABOUT 12.4 MI (19.9 KM) NORTH-NORTHEAST OF
 LJ0269'CHAMPION, 10.9 MI (17.5 KM) EAST-NORTHEAST OF CHASE AND 7.4 MI (11.9
 LJ0269'KM) NORTH OF IMPERIAL ALONG HIGHWAY 61 ABOUT 0.93 MI (1.50 KM) SOUTH
 LJ0269'OF COUNTY ROAD 744.
 LJ0269'
 LJ0269'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND NEBRASKA HIGHWAY
 LJ0269'61 IN IMPERIAL, NE., GO NORTH ON NE. HIGHWAY 61 APPROXIMATELY 8.0 MI
 LJ0269'(12.9 KM) TO MILE POST 48.3 AND THE MARK ON THE RIGHT (EAST).
 LJ0269'
 LJ0269'IT IS 0.5 FT (15 CM) SOUTH OF A FIBERGLASS WITNESS POST, 42.3 FT (12.9
 LJ0269'M) WEST OF A FENCE, 86.0 FT (26.2 M) NORTHWEST OF A POWER POLE, 0.8 FT
 LJ0269'(24 CM) NORTH OF A FIBERGLASS WITNESS, 3.0 FT (0.9 M) WEST OF A STEEL
 LJ0269'WITNESS AND 52.4 FT (16.0 M) EAST OF THE CENTERLINE OF NE. HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0157 ***********************************************************************
 LJ0157  DESIGNATION -  S 161
 LJ0157  PID         -  LJ0157
 LJ0157  STATE/COUNTY-  NE/PERKINS
 LJ0157  COUNTRY     -  US
 LJ0157  USGS QUAD   -  ELSIE (2017)
 LJ0157
 LJ0157                         *CURRENT SURVEY CONTROL
 LJ0157  ______________________________________________________________________
 LJ0157* NAD 83(1986) POSITION- 40 51 00.92   (N) 101 28 15.33   (W)   HD_HELD1
 LJ0157* NAVD 88 ORTHO HEIGHT -  1007.762 (meters)     3306.30  (feet) ADJUSTED
 LJ0157  ______________________________________________________________________
 LJ0157  GEOID HEIGHT    -        -21.816 (meters)                     GEOID18
 LJ0157  DYNAMIC HEIGHT  -       1007.100 (meters)     3304.13  (feet) COMP
 LJ0157  MODELED GRAVITY -    979,932.5   (mgal)                       NAVD 88
 LJ0157
 LJ0157  VERT ORDER      -  SECOND    CLASS 0
 LJ0157
 LJ0157.The horizontal coordinates were determined by differentially corrected
 LJ0157.hand held GPS observations or other comparable positioning techniques
 LJ0157.and have an estimated accuracy of +/- 3 meters.
 LJ0157
 LJ0157.The orthometric height was determined by differential leveling and
 LJ0157.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0157.in June 1991.
 LJ0157
 LJ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0157.GEOID18 height accuracy estimate available here.
 LJ0157
 LJ0157.Click photographs - Photos may exist for this station.
 LJ0157
 LJ0157.The dynamic height is computed by dividing the NAVD 88
 LJ0157.geopotential number by the normal gravity value computed on the
 LJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0157.degrees latitude (g = 980.6199 gals.).
 LJ0157
 LJ0157.The modeled gravity was interpolated from observed gravity values.
 LJ0157
 LJ0157;                    North         East    Units  Estimated Accuracy
 LJ0157;SPC NE       -   113,961.1     376,004.1     MT  (+/- 3 meters HH1 GPS) 
 LJ0157
 LJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9171225072(NAD 83)
 LJ0157
 LJ0157                          SUPERSEDED SURVEY CONTROL
 LJ0157
 LJ0157  NGVD 29 (??/??/92) 1007.353  (m)         3304.96   (f) ADJ UNCH    2 0
 LJ0157
 LJ0157.Superseded values are not recommended for survey control.
 LJ0157
 LJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0157.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0157
 LJ0157_MARKER: DB = BENCH MARK DISK
 LJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0157_STAMPING: S 161 1934
 LJ0157_MARK LOGO: CGS
 LJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0157+STABILITY: SURFACE MOTION
 LJ0157
 LJ0157  HISTORY     - Date     Condition        Report By
 LJ0157  HISTORY     - 1934     MONUMENTED       CGS
 LJ0157
 LJ0157                          STATION DESCRIPTION
 LJ0157
 LJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0157'3.8 MI E FROM MADRID.
 LJ0157'3.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0157'FROM THE STATION AT MADRID, PERKINS COUNTY, 45 FEET NORTH OF THE
 LJ0157'CENTERLINE OF STATE HIGHWAY 23, AND 30 FEET SOUTH OF THE CENTERLINE
 LJ0157'OF THE TRACK.  A STANDARD DISK, STAMPED S 161 1934 AND SET IN THE
 LJ0157'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0177 ***********************************************************************
 LJ0177  DESIGNATION -  S 162
 LJ0177  PID         -  LJ0177
 LJ0177  STATE/COUNTY-  NE/HAYES
 LJ0177  COUNTRY     -  US
 LJ0177  USGS QUAD   -  HAYES CENTER SW (2017)
 LJ0177
 LJ0177                         *CURRENT SURVEY CONTROL
 LJ0177  ______________________________________________________________________
 LJ0177* NAD 83(1986) POSITION- 40 35 47.     (N) 101 11 33.     (W)   SCALED
 LJ0177* NAVD 88 ORTHO HEIGHT -   976.483 (meters)     3203.68  (feet) ADJUSTED
 LJ0177  ______________________________________________________________________
 LJ0177  GEOID HEIGHT    -        -22.542 (meters)                     GEOID18
 LJ0177  DYNAMIC HEIGHT  -        975.833 (meters)     3201.55  (feet) COMP
 LJ0177  MODELED GRAVITY -    979,925.5   (mgal)                       NAVD 88
 LJ0177
 LJ0177  VERT ORDER      -  SECOND    CLASS 0
 LJ0177
 LJ0177.The horizontal coordinates were scaled from a map and have
 LJ0177.an estimated accuracy of +/- 6 seconds.
 LJ0177
 LJ0177.The orthometric height was determined by differential leveling and
 LJ0177.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0177.in June 1991.
 LJ0177
 LJ0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0177.GEOID18 height accuracy estimate available here.
 LJ0177
 LJ0177.Click photographs - Photos may exist for this station.
 LJ0177
 LJ0177.The dynamic height is computed by dividing the NAVD 88
 LJ0177.geopotential number by the normal gravity value computed on the
 LJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0177.degrees latitude (g = 980.6199 gals.).
 LJ0177
 LJ0177.The modeled gravity was interpolated from observed gravity values.
 LJ0177
 LJ0177;                    North         East    Units  Estimated Accuracy
 LJ0177;SPC NE       -    85,420.      399,080.      MT  (+/- 180 meters Scaled)
 LJ0177
 LJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK144962(NAD 83)
 LJ0177
 LJ0177                          SUPERSEDED SURVEY CONTROL
 LJ0177
 LJ0177  NGVD 29 (??/??/92)  976.096  (m)         3202.41   (f) ADJ UNCH    2 0
 LJ0177
 LJ0177.Superseded values are not recommended for survey control.
 LJ0177
 LJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0177.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0177
 LJ0177_MARKER: DB = BENCH MARK DISK
 LJ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0177_STAMPING: S 162 1934
 LJ0177_MARK LOGO: CGS
 LJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0177+STABILITY: SURFACE MOTION
 LJ0177
 LJ0177  HISTORY     - Date     Condition        Report By
 LJ0177  HISTORY     - 1934     MONUMENTED       CGS
 LJ0177  HISTORY     - 1938     GOOD             CGS
 LJ0177  HISTORY     - 1942     MARK NOT FOUND   CGS
 LJ0177  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0177
 LJ0177                          STATION DESCRIPTION
 LJ0177
 LJ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0177'14.5 MI NW FROM HAYES CENTER.
 LJ0177'ALONG STATE HWY. 17.  300 FEET OF FARM ROAD TO WEST AND WOODEN BRIDGE,
 LJ0177'44 FEET EAST OF CENTERLINE OF HIGHWAY.  A STANDARD DISK SET IN
 LJ0177'TOP OF A CONCRETE POST.
 LJ0177
 LJ0177                          STATION RECOVERY (1942)
 LJ0177
 LJ0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 LJ0177'MARK NOT FOUND.
 LJ0177
 LJ0177                          STATION RECOVERY (1974)
 LJ0177
 LJ0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0299 ***********************************************************************
 LH0299  DESIGNATION -  S 163 RESET
 LH0299  PID         -  LH0299
 LH0299  STATE/COUNTY-  NE/NUCKOLLS
 LH0299  COUNTRY     -  US
 LH0299  USGS QUAD   -  SUPERIOR (2017)
 LH0299
 LH0299                         *CURRENT SURVEY CONTROL
 LH0299  ______________________________________________________________________
 LH0299* NAD 83(1986) POSITION- 40 01 01.00   (N) 098 03 24.27   (W)   HD_HELD1
 LH0299* NAVD 88 ORTHO HEIGHT -   481.358 (meters)     1579.26  (feet) ADJUSTED
 LH0299  ______________________________________________________________________
 LH0299  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 LH0299  DYNAMIC HEIGHT  -        481.077 (meters)     1578.33  (feet) COMP
 LH0299  MODELED GRAVITY -    980,027.1   (mgal)                       NAVD 88
 LH0299
 LH0299  VERT ORDER      -  FIRST     CLASS II
 LH0299
 LH0299.The horizontal coordinates were determined by differentially corrected
 LH0299.hand held GPS observations or other comparable positioning techniques
 LH0299.and have an estimated accuracy of +/- 3 meters.
 LH0299
 LH0299.The orthometric height was determined by differential leveling and
 LH0299.adjusted by the NATIONAL GEODETIC SURVEY
 LH0299.in June 1991.
 LH0299
 LH0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0299.GEOID18 height accuracy estimate available here.
 LH0299
 LH0299.Click photographs - Photos may exist for this station.
 LH0299
 LH0299.The dynamic height is computed by dividing the NAVD 88
 LH0299.geopotential number by the normal gravity value computed on the
 LH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0299.degrees latitude (g = 980.6199 gals.).
 LH0299
 LH0299.The modeled gravity was interpolated from observed gravity values.
 LH0299
 LH0299;                    North         East    Units  Estimated Accuracy
 LH0299;SPC NE       -    22,252.0     665,886.1     MT  (+/- 3 meters HH1 GPS) 
 LH0299
 LH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8049630063(NAD 83)
 LH0299
 LH0299                          SUPERSEDED SURVEY CONTROL
 LH0299
 LH0299  NGVD 29 (??/??/92)  481.184  (m)         1578.68   (f) ADJ UNCH    1 2
 LH0299
 LH0299.Superseded values are not recommended for survey control.
 LH0299
 LH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0299.See file dsdata.pdf to determine how the superseded data were derived.
 LH0299
 LH0299_MARKER: DB = BENCH MARK DISK
 LH0299_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0299_SP_SET: SWITCH FOUNDATION
 LH0299_STAMPING: S 163 RESET 1942
 LH0299_MARK LOGO: CGS
 LH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0299+STABILITY: SURFACE MOTION
 LH0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0299+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 LH0299
 LH0299  HISTORY     - Date     Condition        Report By
 LH0299  HISTORY     - 1942     MONUMENTED       CGS
 LH0299  HISTORY     - 1947     GOOD             CGS
 LH0299  HISTORY     - 20080311 GOOD             NEDR
 LH0299  HISTORY     - 20180327 GOOD             NEGS
 LH0299
 LH0299                          STATION DESCRIPTION
 LH0299
 LH0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0299'AT SUPERIOR.
 LH0299'AT SUPERIOR, 0.8 MILE EAST ALONG THE CHICAGO, BURLINGTON AND
 LH0299'QUINCY RAILROAD FROM THE STATION, AT THE CROSSING OF THE CHICAGO,
 LH0299'BURLINGTON AND QUINCY RAILROAD AND THE ATCHISON, TOPEKA AND
 LH0299'SANTA FE RAILROAD, 29.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LH0299'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 23.1 FEET NORTH OF
 LH0299'THE NORTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LH0299'14.4 FEET EAST OF THE SOUTHWEST CORNER OF AN OLD CONCRETE
 LH0299'FOUNDATION, 10.8 FEET WEST OF THE SOUTHEAST CORNER OF THE
 LH0299'FOUNDATION, 1.8 FEET SOUTH OF THE SOUTH FACE OF THE FOUNDATION,
 LH0299'SET IN THE NORTH CORNER OF THE CONCRETE BASE OF A SWITCH, LEVEL
 LH0299'WITH THE GROUND.
 LH0299
 LH0299                          STATION RECOVERY (2008)
 LH0299
 LH0299'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 LH0299'FROM THE JCT. OF N-8 AND N-14 (IN SUPERIOR), GO EAST ON N-8
 LH0299'APPROXIMATELY 0.50 MILE TO AN INTERSECTION WITH HARTLEY STREET.  TURN
 LH0299'RIGHT (SOUTH) AND GO APPROXIMATELY 0.13 MILE TO THE BENCHMARK ON THE
 LH0299'LEFT (EAST) SIDE OF HARTLEY ST.  THE MARK IS A STANDARD USC+GS BENCH
 LH0299'MARK DISK SET IN A CONCRETE BASE FROM AN OLD RR SWITCH.  IT IS 116
 LH0299'FEET (35.4M) EAST OF THE CENTERLINE OF HARTLEY STREET, 89.28 FEET
 LH0299'(27.21M) EAST OF A NAIL IN A POWER POLE, 49.98 FEET (14.93M) SOUTH OF
 LH0299'THE SOUTH EDGE OF THE SOUTH RAIL OF THE THIRD SET OF TRACKS FROM THE
 LH0299'SOUTH, 23.22 FEET (7.08M) NORTH OF THE NORTH EDGE OF THE NORTH RAIL OF
 LH0299'THE SECOND SET OF TRACKS FROM THE SOUTH, AND 1.0 FOOT (0.30M)
 LH0299'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 LH0299
 LH0299                          STATION RECOVERY (2018)
 LH0299
 LH0299'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 LH0299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0685 ***********************************************************************
 LH0685  DESIGNATION -  S 164
 LH0685  PID         -  LH0685
 LH0685  STATE/COUNTY-  NE/PHELPS
 LH0685  COUNTRY     -  US
 LH0685  USGS QUAD   -  AXTELL WEST (2017)
 LH0685
 LH0685                         *CURRENT SURVEY CONTROL
 LH0685  ______________________________________________________________________
 LH0685* NAD 83(1986) POSITION- 40 28 01.     (N) 099 12 11.     (W)   SCALED
 LH0685* NAVD 88 ORTHO HEIGHT -   679.689 (meters)     2229.95  (feet) ADJUSTED
 LH0685  ______________________________________________________________________
 LH0685  GEOID HEIGHT    -        -25.010 (meters)                     GEOID18
 LH0685  DYNAMIC HEIGHT  -        679.272 (meters)     2228.58  (feet) COMP
 LH0685  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 LH0685
 LH0685  VERT ORDER      -  SECOND    CLASS 0
 LH0685
 LH0685.The horizontal coordinates were scaled from a map and have
 LH0685.an estimated accuracy of +/- 6 seconds.
 LH0685
 LH0685.The orthometric height was determined by differential leveling and
 LH0685.adjusted by the NATIONAL GEODETIC SURVEY
 LH0685.in June 1991.
 LH0685
 LH0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0685.GEOID18 height accuracy estimate available here.
 LH0685
 LH0685.Click photographs - Photos may exist for this station.
 LH0685
 LH0685.The dynamic height is computed by dividing the NAVD 88
 LH0685.geopotential number by the normal gravity value computed on the
 LH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0685.degrees latitude (g = 980.6199 gals.).
 LH0685
 LH0685.The modeled gravity was interpolated from observed gravity values.
 LH0685
 LH0685;                    North         East    Units  Estimated Accuracy
 LH0685;SPC NE       -    70,660.      567,580.      MT  (+/- 180 meters Scaled)
 LH0685
 LH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK827796(NAD 83)
 LH0685
 LH0685                          SUPERSEDED SURVEY CONTROL
 LH0685
 LH0685  NGVD 29 (??/??/92)  679.412  (m)         2229.04   (f) ADJ UNCH    2 0
 LH0685
 LH0685.Superseded values are not recommended for survey control.
 LH0685
 LH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0685.See file dsdata.pdf to determine how the superseded data were derived.
 LH0685
 LH0685_MARKER: DB = BENCH MARK DISK
 LH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0685_STAMPING: S 164 1934
 LH0685_MARK LOGO: CGS
 LH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0685+STABILITY: SURFACE MOTION
 LH0685
 LH0685  HISTORY     - Date     Condition        Report By
 LH0685  HISTORY     - 1934     MONUMENTED       CGS
 LH0685  HISTORY     - 1941     GOOD             CGS
 LH0685  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0685
 LH0685                          STATION DESCRIPTION
 LH0685
 LH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0685'4.4 MI W FROM AXTELL.
 LH0685'IN PHELPS COUNTY, 4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0685'AND QUINCY RAILROAD FROM THE STATION AT AXTELL, KEARNEY COUNTY,
 LH0685'100 FEET EAST OF A ROAD CROSSING, 72 FEET SOUTH OF THE CENTERLINE
 LH0685'OF THE TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 8 FEET
 LH0685'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 164 1934 AND
 LH0685'SET IN THE TOP OF A CONCRETE POST.
 LH0685
 LH0685                          STATION RECOVERY (1968)
 LH0685
 LH0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0025 ***********************************************************************
 LJ0025  DESIGNATION -  S 165
 LJ0025  PID         -  LJ0025
 LJ0025  STATE/COUNTY-  NE/FRONTIER
 LJ0025  COUNTRY     -  US
 LJ0025  USGS QUAD   -  FARNAM (2017)
 LJ0025
 LJ0025                         *CURRENT SURVEY CONTROL
 LJ0025  ______________________________________________________________________
 LJ0025* NAD 83(1986) POSITION- 40 41 52.     (N) 100 09 44.     (W)   SCALED
 LJ0025* NAVD 88 ORTHO HEIGHT -   823.882 (meters)     2703.02  (feet) ADJUSTED
 LJ0025  ______________________________________________________________________
 LJ0025  GEOID HEIGHT    -        -23.568 (meters)                     GEOID18
 LJ0025  DYNAMIC HEIGHT  -        823.365 (meters)     2701.32  (feet) COMP
 LJ0025  MODELED GRAVITY -    979,969.9   (mgal)                       NAVD 88
 LJ0025
 LJ0025  VERT ORDER      -  SECOND    CLASS 0
 LJ0025
 LJ0025.The horizontal coordinates were scaled from a map and have
 LJ0025.an estimated accuracy of +/- 6 seconds.
 LJ0025
 LJ0025.The orthometric height was determined by differential leveling and
 LJ0025.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0025.in June 1991.
 LJ0025
 LJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0025.GEOID18 height accuracy estimate available here.
 LJ0025
 LJ0025.Click photographs - Photos may exist for this station.
 LJ0025
 LJ0025.The dynamic height is computed by dividing the NAVD 88
 LJ0025.geopotential number by the normal gravity value computed on the
 LJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0025.degrees latitude (g = 980.6199 gals.).
 LJ0025
 LJ0025.The modeled gravity was interpolated from observed gravity values.
 LJ0025
 LJ0025;                    North         East    Units  Estimated Accuracy
 LJ0025;SPC NE       -    95,990.      486,290.      MT  (+/- 180 meters Scaled)
 LJ0025
 LJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018058(NAD 83)
 LJ0025
 LJ0025                          SUPERSEDED SURVEY CONTROL
 LJ0025
 LJ0025  NGVD 29 (??/??/92)  823.552  (m)         2701.94   (f) ADJ UNCH    2 0
 LJ0025
 LJ0025.Superseded values are not recommended for survey control.
 LJ0025
 LJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0025
 LJ0025_MARKER: DB = BENCH MARK DISK
 LJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0025_STAMPING: S 165 1934
 LJ0025_MARK LOGO: CGS
 LJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0025+STABILITY: SURFACE MOTION
 LJ0025
 LJ0025  HISTORY     - Date     Condition        Report By
 LJ0025  HISTORY     - 1934     MONUMENTED       CGS
 LJ0025  HISTORY     - 1970     MARK NOT FOUND   NGS
 LJ0025
 LJ0025                          STATION DESCRIPTION
 LJ0025
 LJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0025'2.8 MI E FROM FARNAM.
 LJ0025'IN FRONTIER COUNTY, 2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LJ0025'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0025'100 YARDS WEST OF BRIDGE 47.27, 48 FEET NORTH OF THE CENTERLINE
 LJ0025'OF THE TRACK, AND 54 FEET SOUTH OF THE CENTERLINE OF STATE
 LJ0025'HIGHWAY 23.  A STANDARD DISK, STAMPED S 165 1934 AND SET IN THE
 LJ0025'TOP OF A CONCRETE POST.
 LJ0025
 LJ0025                          STATION RECOVERY (1970)
 LJ0025
 LJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LJ0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0748 ***********************************************************************
 LH0748  DESIGNATION -  S 166
 LH0748  PID         -  LH0748
 LH0748  STATE/COUNTY-  NE/HARLAN
 LH0748  COUNTRY     -  US
 LH0748  USGS QUAD   -  STAMFORD (2017)
 LH0748
 LH0748                         *CURRENT SURVEY CONTROL
 LH0748  ______________________________________________________________________
 LH0748* NAD 83(1986) POSITION- 40 12 58.     (N) 099 33 47.     (W)   SCALED
 LH0748* NAVD 88 ORTHO HEIGHT -   623.500 (meters)     2045.60  (feet) ADJUSTED
 LH0748  ______________________________________________________________________
 LH0748  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 LH0748  DYNAMIC HEIGHT  -        623.117 (meters)     2044.34  (feet) COMP
 LH0748  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 LH0748
 LH0748  VERT ORDER      -  SECOND    CLASS 0
 LH0748
 LH0748.The horizontal coordinates were scaled from a map and have
 LH0748.an estimated accuracy of +/- 6 seconds.
 LH0748
 LH0748.The orthometric height was determined by differential leveling and
 LH0748.adjusted by the NATIONAL GEODETIC SURVEY
 LH0748.in June 1991.
 LH0748
 LH0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0748.GEOID18 height accuracy estimate available here.
 LH0748
 LH0748.Click photographs - Photos may exist for this station.
 LH0748
 LH0748.The dynamic height is computed by dividing the NAVD 88
 LH0748.geopotential number by the normal gravity value computed on the
 LH0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0748.degrees latitude (g = 980.6199 gals.).
 LH0748
 LH0748.The modeled gravity was interpolated from observed gravity values.
 LH0748
 LH0748;                    North         East    Units  Estimated Accuracy
 LH0748;SPC NE       -    42,600.      537,190.      MT  (+/- 180 meters Scaled)
 LH0748
 LH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK520518(NAD 83)
 LH0748
 LH0748                          SUPERSEDED SURVEY CONTROL
 LH0748
 LH0748  NGVD 29 (??/??/92)  623.243  (m)         2044.76   (f) ADJ UNCH    2 0
 LH0748
 LH0748.Superseded values are not recommended for survey control.
 LH0748
 LH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0748.See file dsdata.pdf to determine how the superseded data were derived.
 LH0748
 LH0748_MARKER: DB = BENCH MARK DISK
 LH0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0748_SP_SET: BRIDGE
 LH0748_STAMPING: S 166 1934
 LH0748_MARK LOGO: CGS
 LH0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0748
 LH0748  HISTORY     - Date     Condition        Report By
 LH0748  HISTORY     - 1934     MONUMENTED       CGS
 LH0748  HISTORY     - 1945     GOOD             USGS
 LH0748
 LH0748                          STATION DESCRIPTION
 LH0748
 LH0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0748'2.6 MI W FROM CARTER.
 LH0748'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0748'RAILROAD FROM THE STATION AT CARTER, HARLAN COUNTY, AT BRIDGE
 LH0748'NO. 255.11, IN THE TOP OF THE CONCRTE PIER AT THE NORTHWEST
 LH0748'CORNER OF THE BRIDGE, AND 8 FEET NORTH OF THE CENTER LINE
 LH0748'OF THE TRACK.  A STANDARD DISK, STAMPED S 166 1934.
 LH0748
 LH0748                          STATION RECOVERY (1945)
 LH0748
 LH0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LH0748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0554 ***********************************************************************
 LG0554  DESIGNATION -  S 167
 LG0554  PID         -  LG0554
 LG0554  STATE/COUNTY-  NE/JEFFERSON
 LG0554  COUNTRY     -  US
 LG0554  USGS QUAD   -  FAIRBURY (2017)
 LG0554
 LG0554                         *CURRENT SURVEY CONTROL
 LG0554  ______________________________________________________________________
 LG0554* NAD 83(1986) POSITION- 40 09 39.31   (N) 097 08 51.13   (W)   HD_HELD1
 LG0554* NAVD 88 ORTHO HEIGHT -   426.467 (meters)     1399.17  (feet) ADJUSTED
 LG0554  ______________________________________________________________________
 LG0554  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 LG0554  DYNAMIC HEIGHT  -        426.226 (meters)     1398.38  (feet) COMP
 LG0554  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 LG0554
 LG0554  VERT ORDER      -  SECOND    CLASS 0
 LG0554
 LG0554.The horizontal coordinates were determined by differentially corrected
 LG0554.hand held GPS observations or other comparable positioning techniques
 LG0554.and have an estimated accuracy of +/- 3 meters.
 LG0554
 LG0554.The orthometric height was determined by differential leveling and
 LG0554.adjusted by the NATIONAL GEODETIC SURVEY
 LG0554.in June 1991.
 LG0554
 LG0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0554.GEOID18 height accuracy estimate available here.
 LG0554
 LG0554.Click photographs - Photos may exist for this station.
 LG0554
 LG0554.The dynamic height is computed by dividing the NAVD 88
 LG0554.geopotential number by the normal gravity value computed on the
 LG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0554.degrees latitude (g = 980.6199 gals.).
 LG0554
 LG0554.The modeled gravity was interpolated from observed gravity values.
 LG0554
 LG0554;                    North         East    Units  Estimated Accuracy
 LG0554;SPC NE       -    40,381.6     742,949.3     MT  (+/- 3 meters HH1 GPS) 
 LG0554
 LG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5775847263(NAD 83)
 LG0554
 LG0554                          SUPERSEDED SURVEY CONTROL
 LG0554
 LG0554  NGVD 29 (??/??/92)  426.318  (m)         1398.68   (f) ADJ UNCH    2 0
 LG0554
 LG0554.Superseded values are not recommended for survey control.
 LG0554
 LG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0554.See file dsdata.pdf to determine how the superseded data were derived.
 LG0554
 LG0554_MARKER: DB = BENCH MARK DISK
 LG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0554_STAMPING: S 167 1934
 LG0554_MARK LOGO: CGS
 LG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0554+STABILITY: SURFACE MOTION
 LG0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0554+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2021
 LG0554
 LG0554  HISTORY     - Date     Condition        Report By
 LG0554  HISTORY     - 1934     MONUMENTED       CGS
 LG0554  HISTORY     - 20140618 GOOD             INDIV
 LG0554  HISTORY     - 20211208 SEE DESCRIPTION  NEGS
 LG0554
 LG0554                          STATION DESCRIPTION
 LG0554
 LG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0554'2.7 MI NE FROM FAIRBURY.
 LG0554'2.7 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0554'RAILROAD FROM THE STATION AT FAIRBURY, JEFFERSON COUNTY, TWO
 LG0554'POLES SOUTH OF MILEPOST 153, AT A ROAD CROSSING, 42 FEET EAST
 LG0554'OF THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTH OF THE
 LG0554'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED S 167 1934 AND
 LG0554'SET IN THE TOP OF A CONCRETE POST.
 LG0554
 LG0554                          STATION RECOVERY (2014)
 LG0554
 LG0554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 LG0554'FOUND MARK PROJECTING 0.5 ABOVE SURFACE IN GOOD CONDITION, NORTH 32.0
 LG0554'FEET CENTERLINE CO. RD. 713, WNW 48.5 FEET TO CENTERLINE R.R.
 LG0554'TRACK,SOUTHEAST 3.1 FEET TO BOTTOM WITNESS SIGN. PUT REBAR ON
 LG0554'NORTHSIDE OF MARK. LAT.40 09 39.3 LONG. 097 08 51.2  GPSABLE
 LG0554
 LG0554                          STATION RECOVERY (2021)
 LG0554
 LG0554'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (KO)
 LG0554'FROM THE JUNCTION OF NE. HWY. 15 AND U.S. HWY. 136 IN FAIRBURY, NE.,
 LG0554'GO EAST, THEN NORTHEAST ON U.S. HWY. 136 APPROX. 1.7 MI (2.7 KM) TO
 LG0554'THE INTERSECTION OF U.S. HWY. 136 AND 713TH ROAD.  TURN RIGHT (EAST)
 LG0554'ON 713TH ROAD AND GO APPROX. 160 FT (48.8 M) TO THE MARK ON THE RIGHT
 LG0554'(SOUTH).
 LG0554'
 LG0554'THE MARK IS 47.5 FT (14.5 M) SOUTHEAST OF THE SOUTH EDGE OF RAIL OF RR
 LG0554'TRACK, 31.5 FT (9.6 M) SOUTH OF THE CENTERLINE OF 713TH ROAD AND 4.05
 LG0554'FT (1.2 M) NW OF THE BOTTOM OF A STEEL WITNESS POST.  THE NW THIRD OF
 LG0554'THE CONCRETE MONUMENT HAS BEEN BROKEN OFF BUT THE MARK APPEARS TO BE
 LG0554'STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0336 ***********************************************************************
 LH0336  DESIGNATION -  S 168
 LH0336  PID         -  LH0336
 LH0336  STATE/COUNTY-  NE/ADAMS
 LH0336  COUNTRY     -  US
 LH0336  USGS QUAD   -  ROSELAND (2017)
 LH0336
 LH0336                         *CURRENT SURVEY CONTROL
 LH0336  ______________________________________________________________________
 LH0336* NAD 83(1986) POSITION- 40 28 05.89   (N) 098 36 37.36   (W)   HD_HELD1
 LH0336* NAVD 88 ORTHO HEIGHT -   605.350 (meters)     1986.05  (feet) ADJUSTED
 LH0336  ______________________________________________________________________
 LH0336  GEOID HEIGHT    -        -25.321 (meters)                     GEOID18
 LH0336  DYNAMIC HEIGHT  -        605.001 (meters)     1984.91  (feet) COMP
 LH0336  MODELED GRAVITY -    980,028.2   (mgal)                       NAVD 88
 LH0336
 LH0336  VERT ORDER      -  SECOND    CLASS 0
 LH0336
 LH0336.The horizontal coordinates were determined by differentially corrected
 LH0336.hand held GPS observations or other comparable positioning techniques
 LH0336.and have an estimated accuracy of +/- 3 meters.
 LH0336
 LH0336.The orthometric height was determined by differential leveling and
 LH0336.adjusted by the NATIONAL GEODETIC SURVEY
 LH0336.in June 1991.
 LH0336
 LH0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0336.GEOID18 height accuracy estimate available here.
 LH0336
 LH0336.Click photographs - Photos may exist for this station.
 LH0336
 LH0336.The dynamic height is computed by dividing the NAVD 88
 LH0336.geopotential number by the normal gravity value computed on the
 LH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0336.degrees latitude (g = 980.6199 gals.).
 LH0336
 LH0336.The modeled gravity was interpolated from observed gravity values.
 LH0336
 LH0336;                    North         East    Units  Estimated Accuracy
 LH0336;SPC NE       -    71,448.1     617,824.4     MT  (+/- 3 meters HH1 GPS) 
 LH0336
 LH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3302979809(NAD 83)
 LH0336
 LH0336                          SUPERSEDED SURVEY CONTROL
 LH0336
 LH0336  NGVD 29 (??/??/92)  605.112  (m)         1985.27   (f) ADJ UNCH    2 0
 LH0336
 LH0336.Superseded values are not recommended for survey control.
 LH0336
 LH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0336.See file dsdata.pdf to determine how the superseded data were derived.
 LH0336
 LH0336_MARKER: DB = BENCH MARK DISK
 LH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0336_STAMPING: S 168 1934
 LH0336_MARK LOGO: CGS
 LH0336_PROJECTION: RECESSED 30 CENTIMETERS
 LH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0336+STABILITY: SURFACE MOTION
 LH0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0336+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2019
 LH0336
 LH0336  HISTORY     - Date     Condition        Report By
 LH0336  HISTORY     - 1934     MONUMENTED       CGS
 LH0336  HISTORY     - 1941     GOOD             CGS
 LH0336  HISTORY     - 20191209 GOOD             NEGS
 LH0336
 LH0336                          STATION DESCRIPTION
 LH0336
 LH0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0336'2.2 MI E FROM HOLSTEIN.
 LH0336'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0336'FROM THE WATER TOWER AT HOLSTEIN, ADAMS COUNTY, AT A ROAD
 LH0336'CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30
 LH0336'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LH0336'STAMPED S 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0336
 LH0336                          STATION RECOVERY (2019)
 LH0336
 LH0336'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (BO)
 LH0336'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 74 AND HOLSTEIN AVE (IN
 LH0336'HOLSTEIN, NE.) - GO EAST ON N-74 APPROXIMATELY 2.0 MI (3.2 KM) TO THE
 LH0336'INTERSECTION WITH S. OVERLAND AVENUE.  TURN LEFT (NORTH) AND GO
 LH0336'APPROXIMATELY 0.14 MI (0.23 KM) TO THE BENCH MARK ON THE LEFT (WEST)
 LH0336'SIDE OF THE COUNTY ROAD.
 LH0336'
 LH0336'THE MARK IS 72.0 SOUTH OF A FIELD DRIVE (WEST), 0.7 WEST OF A STEEL
 LH0336'POST AND 32.0 WEST OF THE CENTERLINE OF S. OVERLAND AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0376 ***********************************************************************
 LH0376  DESIGNATION -  S 169
 LH0376  PID         -  LH0376
 LH0376  STATE/COUNTY-  NE/WEBSTER
 LH0376  COUNTRY     -  US
 LH0376  USGS QUAD   -  RED CLOUD (2017)
 LH0376
 LH0376                         *CURRENT SURVEY CONTROL
 LH0376  ______________________________________________________________________
 LH0376* NAD 83(1986) POSITION- 40 05 12.     (N) 098 36 15.     (W)   SCALED
 LH0376* NAVD 88 ORTHO HEIGHT -   523.903 (meters)     1718.84  (feet) ADJUSTED
 LH0376  ______________________________________________________________________
 LH0376  GEOID HEIGHT    -        -25.937 (meters)                     GEOID18
 LH0376  DYNAMIC HEIGHT  -        523.585 (meters)     1717.80  (feet) COMP
 LH0376  MODELED GRAVITY -    980,001.9   (mgal)                       NAVD 88
 LH0376
 LH0376  VERT ORDER      -  SECOND    CLASS 0
 LH0376
 LH0376.The horizontal coordinates were scaled from a map and have
 LH0376.an estimated accuracy of +/- 6 seconds.
 LH0376
 LH0376.The orthometric height was determined by differential leveling and
 LH0376.adjusted by the NATIONAL GEODETIC SURVEY
 LH0376.in June 1991.
 LH0376
 LH0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0376.GEOID18 height accuracy estimate available here.
 LH0376
 LH0376.Click photographs - Photos may exist for this station.
 LH0376
 LH0376.The dynamic height is computed by dividing the NAVD 88
 LH0376.geopotential number by the normal gravity value computed on the
 LH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0376.degrees latitude (g = 980.6199 gals.).
 LH0376
 LH0376.The modeled gravity was interpolated from observed gravity values.
 LH0376
 LH0376;                    North         East    Units  Estimated Accuracy
 LH0376;SPC NE       -    29,090.      619,040.      MT  (+/- 180 meters Scaled)
 LH0376
 LH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK337374(NAD 83)
 LH0376
 LH0376                          SUPERSEDED SURVEY CONTROL
 LH0376
 LH0376  NGVD 29 (??/??/92)  523.685  (m)         1718.12   (f) ADJ UNCH    2 0
 LH0376
 LH0376.Superseded values are not recommended for survey control.
 LH0376
 LH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0376.See file dsdata.pdf to determine how the superseded data were derived.
 LH0376
 LH0376_MARKER: DB = BENCH MARK DISK
 LH0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0376_SP_SET: PIER
 LH0376_STAMPING: S 169 1934
 LH0376_MARK LOGO: CGS
 LH0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0376
 LH0376  HISTORY     - Date     Condition        Report By
 LH0376  HISTORY     - 1934     MONUMENTED       CGS
 LH0376
 LH0376                          STATION DESCRIPTION
 LH0376
 LH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0376'5.7 MI W FROM RED CLOUD.
 LH0376'5.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0376'FROM THE COURTHOUSE AT RED CLOUD, WEBSTER COUNTY, AT THE NORTHWEST
 LH0376'CORNER OF BRIDGE NO. 199.90, AND IN THE TOP OF THE CONCRETE
 LH0376'PIER.  A STANDARD DISK, STAMPED S 169 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0572 ***********************************************************************
 ML0572  DESIGNATION -  S 17
 ML0572  PID         -  ML0572
 ML0572  STATE/COUNTY-  NE/LOUP
 ML0572  COUNTRY     -  US
 ML0572  USGS QUAD   -  TAYLOR (2017)
 ML0572
 ML0572                         *CURRENT SURVEY CONTROL
 ML0572  ______________________________________________________________________
 ML0572* NAD 83(1986) POSITION- 41 51 54.     (N) 099 24 05.     (W)   SCALED
 ML0572* NAVD 88 ORTHO HEIGHT -   738.140 (meters)     2421.71  (feet) ADJUSTED
 ML0572  ______________________________________________________________________
 ML0572  GEOID HEIGHT    -        -23.014 (meters)                     GEOID18
 ML0572  DYNAMIC HEIGHT  -        737.795 (meters)     2420.58  (feet) COMP
 ML0572  MODELED GRAVITY -    980,129.3   (mgal)                       NAVD 88
 ML0572
 ML0572  VERT ORDER      -  FIRST     CLASS II
 ML0572
 ML0572.The horizontal coordinates were scaled from a map and have
 ML0572.an estimated accuracy of +/- 6 seconds.
 ML0572
 ML0572.The orthometric height was determined by differential leveling and
 ML0572.adjusted by the NATIONAL GEODETIC SURVEY
 ML0572.in June 1991.
 ML0572
 ML0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0572.GEOID18 height accuracy estimate available here.
 ML0572
 ML0572.Click photographs - Photos may exist for this station.
 ML0572
 ML0572.The dynamic height is computed by dividing the NAVD 88
 ML0572.geopotential number by the normal gravity value computed on the
 ML0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0572.degrees latitude (g = 980.6199 gals.).
 ML0572
 ML0572.The modeled gravity was interpolated from observed gravity values.
 ML0572
 ML0572;                    North         East    Units  Estimated Accuracy
 ML0572;SPC NE       -   225,740.      549,680.      MT  (+/- 180 meters Scaled)
 ML0572
 ML0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM666348(NAD 83)
 ML0572
 ML0572                          SUPERSEDED SURVEY CONTROL
 ML0572
 ML0572  NGVD 29 (??/??/92)  737.888  (m)         2420.89   (f) ADJ UNCH    1 2
 ML0572
 ML0572.Superseded values are not recommended for survey control.
 ML0572
 ML0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0572.See file dsdata.pdf to determine how the superseded data were derived.
 ML0572
 ML0572_MARKER: DB = BENCH MARK DISK
 ML0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0572_STAMPING: S 17 1933
 ML0572_MARK LOGO: CGS
 ML0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0572+STABILITY: SURFACE MOTION
 ML0572
 ML0572  HISTORY     - Date     Condition        Report By
 ML0572  HISTORY     - 1933     MONUMENTED       CGS
 ML0572  HISTORY     - 1934     GOOD             CGS
 ML0572
 ML0572                          STATION DESCRIPTION
 ML0572
 ML0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0572'8 MI N FROM TAYLOR.
 ML0572'8 MILES NORTH.  MARK IS 300 FT. SOUTH OF LANE ON WEST SIDE OF
 ML0572'HWY. LEADING TO FARM OF W.J. PFREHM.  THE HOUSE IS ABOUT 0.25
 ML0572'MILE WEST OF HWY.  THE MARK IS 30 FT. WEST OF CENER OF HWY. 83
 ML0572'AND IS 2 FT. EAST OF A FENCCE.
 ML0572
 ML0572                          STATION RECOVERY (1934)
 ML0572
 ML0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0598 ***********************************************************************
 LG0598  DESIGNATION -  S 170
 LG0598  PID         -  LG0598
 LG0598  STATE/COUNTY-  NE/THAYER
 LG0598  COUNTRY     -  US
 LG0598  USGS QUAD   -  DAVENPORT (2017)
 LG0598
 LG0598                         *CURRENT SURVEY CONTROL
 LG0598  ______________________________________________________________________
 LG0598* NAD 83(1986) POSITION- 40 18 18.     (N) 097 47 21.     (W)   SCALED
 LG0598* NAVD 88 ORTHO HEIGHT -   500.494 (meters)     1642.04  (feet) ADJUSTED
 LG0598  ______________________________________________________________________
 LG0598  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 LG0598  DYNAMIC HEIGHT  -        500.200 (meters)     1641.07  (feet) COMP
 LG0598  MODELED GRAVITY -    980,024.1   (mgal)                       NAVD 88
 LG0598
 LG0598  VERT ORDER      -  SECOND    CLASS 0
 LG0598
 LG0598.The horizontal coordinates were scaled from a map and have
 LG0598.an estimated accuracy of +/- 6 seconds.
 LG0598
 LG0598.The orthometric height was determined by differential leveling and
 LG0598.adjusted by the NATIONAL GEODETIC SURVEY
 LG0598.in June 1991.
 LG0598
 LG0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0598.GEOID18 height accuracy estimate available here.
 LG0598
 LG0598.Click photographs - Photos may exist for this station.
 LG0598
 LG0598.The dynamic height is computed by dividing the NAVD 88
 LG0598.geopotential number by the normal gravity value computed on the
 LG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0598.degrees latitude (g = 980.6199 gals.).
 LG0598
 LG0598.The modeled gravity was interpolated from observed gravity values.
 LG0598
 LG0598;                    North         East    Units  Estimated Accuracy
 LG0598;SPC NE       -    54,770.      687,910.      MT  (+/- 180 meters Scaled)
 LG0598
 LG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK028623(NAD 83)
 LG0598
 LG0598                          SUPERSEDED SURVEY CONTROL
 LG0598
 LG0598  NGVD 29 (??/??/92)  500.305  (m)         1641.42   (f) ADJ UNCH    2 0
 LG0598
 LG0598.Superseded values are not recommended for survey control.
 LG0598
 LG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0598.See file dsdata.pdf to determine how the superseded data were derived.
 LG0598
 LG0598_MARKER: DB = BENCH MARK DISK
 LG0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0598_STAMPING: S 170 1934
 LG0598_MARK LOGO: CGS
 LG0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0598+STABILITY: SURFACE MOTION
 LG0598
 LG0598  HISTORY     - Date     Condition        Report By
 LG0598  HISTORY     - 1934     MONUMENTED       CGS
 LG0598
 LG0598                          STATION DESCRIPTION
 LG0598
 LG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0598'1.2 MI E FROM DAVENPORT.
 LG0598'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0598'AT DAVENPORT, THAYER COUNTY, 100 FEET WEST OF MILEPOST 190,
 LG0598'AT A PRIVATE-ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE
 LG0598'OF THE TRACK, AND 1 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LG0598'A STANDARD DISK, STAMPED S 170 1934 AND SET IN THE TOP OF A
 LG0598'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0575 ***********************************************************************
 LG0575  DESIGNATION -  S 171
 LG0575  PID         -  LG0575
 LG0575  STATE/COUNTY-  NE/JEFFERSON
 LG0575  COUNTRY     -  US
 LG0575  USGS QUAD   -  ENDICOTT (2017)
 LG0575
 LG0575                         *CURRENT SURVEY CONTROL
 LG0575  ______________________________________________________________________
 LG0575* NAD 83(1986) POSITION- 40 03 36.     (N) 097 02 52.     (W)   SCALED
 LG0575* NAVD 88 ORTHO HEIGHT -   385.505 (meters)     1264.78  (feet) ADJUSTED
 LG0575  ______________________________________________________________________
 LG0575  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 LG0575  DYNAMIC HEIGHT  -        385.285 (meters)     1264.06  (feet) COMP
 LG0575  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 LG0575
 LG0575  VERT ORDER      -  SECOND    CLASS 0
 LG0575
 LG0575.The horizontal coordinates were scaled from a map and have
 LG0575.an estimated accuracy of +/- 6 seconds.
 LG0575
 LG0575.The orthometric height was determined by differential leveling and
 LG0575.adjusted by the NATIONAL GEODETIC SURVEY
 LG0575.in June 1991.
 LG0575
 LG0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0575.GEOID18 height accuracy estimate available here.
 LG0575
 LG0575.Click photographs - Photos may exist for this station.
 LG0575
 LG0575.The dynamic height is computed by dividing the NAVD 88
 LG0575.geopotential number by the normal gravity value computed on the
 LG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0575.degrees latitude (g = 980.6199 gals.).
 LG0575
 LG0575.The modeled gravity was interpolated from observed gravity values.
 LG0575
 LG0575;                    North         East    Units  Estimated Accuracy
 LG0575;SPC NE       -    29,470.      751,830.      MT  (+/- 180 meters Scaled)
 LG0575
 LG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK665362(NAD 83)
 LG0575
 LG0575                          SUPERSEDED SURVEY CONTROL
 LG0575
 LG0575  NGVD 29 (??/??/92)  385.363  (m)         1264.31   (f) ADJ UNCH    2 0
 LG0575
 LG0575.Superseded values are not recommended for survey control.
 LG0575
 LG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0575.See file dsdata.pdf to determine how the superseded data were derived.
 LG0575
 LG0575_MARKER: DB = BENCH MARK DISK
 LG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0575_STAMPING: S 171 1934
 LG0575_MARK LOGO: CGS
 LG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0575+STABILITY: SURFACE MOTION
 LG0575
 LG0575  HISTORY     - Date     Condition        Report By
 LG0575  HISTORY     - 1934     MONUMENTED       CGS
 LG0575  HISTORY     - 1941     MARK NOT FOUND   CGS
 LG0575
 LG0575                          STATION DESCRIPTION
 LG0575
 LG0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0575'2.2 MI NW FROM STEELE CITY.
 LG0575'2.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0575'STATION AT STEELE CITY, JEFFERSON COUNTY, 6 RAILS EAST OF
 LG0575'MILEPOST 144, AND 24 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 LG0575'A STANDARD DISK, STAMPED S 171 1934 AND SET IN THE TOP OF A
 LG0575'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0549 ***********************************************************************
 LG0549  DESIGNATION -  S 172
 LG0549  PID         -  LG0549
 LG0549  STATE/COUNTY-  NE/JEFFERSON
 LG0549  COUNTRY     -  US
 LG0549  USGS QUAD   -  REYNOLDS (2017)
 LG0549
 LG0549                         *CURRENT SURVEY CONTROL
 LG0549  ______________________________________________________________________
 LG0549* NAD 83(1986) POSITION- 40 04 03.     (N) 097 15 33.     (W)   SCALED
 LG0549* NAVD 88 ORTHO HEIGHT -   415.771 (meters)     1364.08  (feet) ADJUSTED
 LG0549  ______________________________________________________________________
 LG0549  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 LG0549  DYNAMIC HEIGHT  -        415.529 (meters)     1363.28  (feet) COMP
 LG0549  MODELED GRAVITY -    980,033.3   (mgal)                       NAVD 88
 LG0549
 LG0549  VERT ORDER      -  SECOND    CLASS I
 LG0549
 LG0549.The horizontal coordinates were scaled from a map and have
 LG0549.an estimated accuracy of +/- 6 seconds.
 LG0549
 LG0549.The orthometric height was determined by differential leveling and
 LG0549.adjusted by the NATIONAL GEODETIC SURVEY
 LG0549.in July 2002.
 LG0549
 LG0549.No vertical observational check was made to the station.
 LG0549
 LG0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0549.GEOID18 height accuracy estimate available here.
 LG0549
 LG0549.Click photographs - Photos may exist for this station.
 LG0549
 LG0549.The dynamic height is computed by dividing the NAVD 88
 LG0549.geopotential number by the normal gravity value computed on the
 LG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0549.degrees latitude (g = 980.6199 gals.).
 LG0549
 LG0549.The modeled gravity was interpolated from observed gravity values.
 LG0549
 LG0549;                    North         East    Units  Estimated Accuracy
 LG0549;SPC NE       -    29,710.      733,770.      MT  (+/- 180 meters Scaled)
 LG0549
 LG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK484367(NAD 83)
 LG0549
 LG0549                          SUPERSEDED SURVEY CONTROL
 LG0549
 LG0549  NAVD 88 (06/15/91)  415.750  (m)         1364.01   (f) SUPERSEDED  2 0
 LG0549  NGVD 29 (??/??/92)  415.597  (m)         1363.50   (f) ADJ UNCH    2 0
 LG0549
 LG0549.Superseded values are not recommended for survey control.
 LG0549
 LG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0549.See file dsdata.pdf to determine how the superseded data were derived.
 LG0549
 LG0549_MARKER: DB = BENCH MARK DISK
 LG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0549_STAMPING: S 172 1934
 LG0549_MARK LOGO: CGS
 LG0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0549+STABILITY: SURFACE MOTION
 LG0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0549+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 LG0549
 LG0549  HISTORY     - Date     Condition        Report By
 LG0549  HISTORY     - 1934     MONUMENTED       CGS
 LG0549  HISTORY     - 1945     GOOD             CGS
 LG0549  HISTORY     - 19991026 GOOD             NGS
 LG0549
 LG0549                          STATION DESCRIPTION
 LG0549
 LG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0549'AT THOMPSON.
 LG0549'AT THOMPSON, JEFFERSON COUNTY, 120 FEET NORTHWEST OF THE CHICAGO,
 LG0549'ROCK ISLAND AND PACIFIC RAILROAD MAIL CRANE, 90 FEET NORTH OF
 LG0549'THE CENTERLINE OF THE MAIN TRACK, AND 60 FEET SOUTH OF THE
 LG0549'CENTERLINE OF STATE HIGHWAY 3 S.  A STANDARD DISK, STAMPED
 LG0549'S 172 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0549
 LG0549                          STATION RECOVERY (1945)
 LG0549
 LG0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LG0549'RECOVERED IN GOOD CONDITION.
 LG0549
 LG0549                          STATION RECOVERY (1999)
 LG0549
 LG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0549'6.7 KM (4.15 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 LG0549'IN REYNOLDS, 57.1 M (187.3 FT) WEST OF THE EXTENDED CENTERLINE OF
 LG0549'THOMPSON AVENUE, 20.7 M (67.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 LG0549'1.0 M (3.3 FT) BELOW THE LEVEL OF THE AVENUE, 0.3 M (1.0 FT) NORTHWEST
 LG0549'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 LG0549'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 LG0549'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0203 ***********************************************************************
 LG0203  DESIGNATION -  S 175
 LG0203  PID         -  LG0203
 LG0203  STATE/COUNTY-  NE/RICHARDSON
 LG0203  COUNTRY     -  US
 LG0203  USGS QUAD   -  DU BOIS (2017)
 LG0203
 LG0203                         *CURRENT SURVEY CONTROL
 LG0203  ______________________________________________________________________
 LG0203* NAD 83(1986) POSITION- 40 00 03.2    (N) 096 00 31.1    (W)   HD_HELD2
 LG0203* NAVD 88 ORTHO HEIGHT -   346.808 (meters)     1137.82  (feet) ADJUSTED
 LG0203  ______________________________________________________________________
 LG0203  GEOID HEIGHT    -        -29.480 (meters)                     GEOID18
 LG0203  DYNAMIC HEIGHT  -        346.613 (meters)     1137.18  (feet) COMP
 LG0203  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 LG0203
 LG0203  VERT ORDER      -  SECOND    CLASS 0
 LG0203
 LG0203.The horizontal coordinates were established by autonomous hand held GPS
 LG0203.observations and have an estimated accuracy of +/- 10 meters.
 LG0203
 LG0203.The orthometric height was determined by differential leveling and
 LG0203.adjusted by the NATIONAL GEODETIC SURVEY
 LG0203.in June 1991.
 LG0203
 LG0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0203.GEOID18 height accuracy estimate available here.
 LG0203
 LG0203.Click photographs - Photos may exist for this station.
 LG0203
 LG0203.The dynamic height is computed by dividing the NAVD 88
 LG0203.geopotential number by the normal gravity value computed on the
 LG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0203.degrees latitude (g = 980.6199 gals.).
 LG0203
 LG0203.The modeled gravity was interpolated from observed gravity values.
 LG0203
 LG0203;                    North         East    Units  Estimated Accuracy
 LG0203;SPC NE       -    26,471.      840,712.      MT  (+/- 10 meters HH2 GPS)
 LG0203
 LG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5535832142(NAD 83)
 LG0203
 LG0203                          SUPERSEDED SURVEY CONTROL
 LG0203
 LG0203  NGVD 29 (??/??/92)  346.700  (m)         1137.46   (f) ADJ UNCH    2 0
 LG0203
 LG0203.Superseded values are not recommended for survey control.
 LG0203
 LG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0203.See file dsdata.pdf to determine how the superseded data were derived.
 LG0203
 LG0203_MARKER: DB = BENCH MARK DISK
 LG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0203_STAMPING: S 175 1934
 LG0203_MARK LOGO: CGS
 LG0203_PROJECTION: RECESSED 3 CENTIMETERS
 LG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0203+STABILITY: SURFACE MOTION
 LG0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0203+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2020
 LG0203
 LG0203  HISTORY     - Date     Condition        Report By
 LG0203  HISTORY     - 1934     MONUMENTED       CGS
 LG0203  HISTORY     - 1965     GOOD             USGS
 LG0203  HISTORY     - 20200306 GOOD             JORSUR
 LG0203
 LG0203                          STATION DESCRIPTION
 LG0203
 LG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0203'4.1 MI SE FROM DU POIS.
 LG0203'4.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0203'RAILROAD FROM THE CITY WATER TOWER AT DU BOIS, PAWNEE COUNTY,
 LG0203'100 FEET WEST OF MILEAGE C 79.33, AT THE NEBRASKA-KANSAS STATE
 LG0203'LINE, AT A ROAD CROSSING, 70 FEET NORTH OF THE CENTER LINE OF THE
 LG0203'ROAD, AND 70 FEET WEST OF THE CENTER LINE OF THE TRACK.  78 FT.
 LG0203'NORTH AND 69 FT. WEST OF GRADE CROSSING, 8 FT. EAST OF FENCE
 LG0203'LINE, 16 FT. NNE OF 8 IN ELM TREE.  A STANDARD DISK, STAMPED
 LG0203'S 175 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LG0203'GROUND.
 LG0203
 LG0203                          STATION RECOVERY (1965)
 LG0203
 LG0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0203'RECOVERED IN GOOD CONDITION.
 LG0203
 LG0203                          STATION RECOVERY (2020)
 LG0203
 LG0203'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LG0203'THE RAILROAD TRACK HAS BEEN REMOVED.  POINT IS 1.9 MI (3.1 KM) EAST OF
 LG0203'THE INTERSECTION OF STATE HIGHWAY 50 (NEBRASKA) / STATE HIGHWAY 63
 LG0203'(KANSAS) AND THE STATE LINE ROAD (702 ROAD IN NEBRASKA), ON THE WEST
 LG0203'SIDE OF THE OLD RAILROAD RIGHT-OF-WAY, 10 FT (3.0 M) EAST OF THE WEST
 LG0203'FENCE LINE. THE AREA IS NOW HEAVILY TREED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0178 ***********************************************************************
 LG0178  DESIGNATION -  S 176
 LG0178  PID         -  LG0178
 LG0178  STATE/COUNTY-  NE/JOHNSON
 LG0178  COUNTRY     -  US
 LG0178  USGS QUAD   -  SAINT MARY (2017)
 LG0178
 LG0178                         *CURRENT SURVEY CONTROL
 LG0178  ______________________________________________________________________
 LG0178* NAD 83(1986) POSITION- 40 22 37.     (N) 096 16 26.     (W)   SCALED
 LG0178* NAVD 88 ORTHO HEIGHT -   349.933 (meters)     1148.07  (feet) ADJUSTED
 LG0178  ______________________________________________________________________
 LG0178  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 LG0178  DYNAMIC HEIGHT  -        349.745 (meters)     1147.46  (feet) COMP
 LG0178  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LG0178
 LG0178  VERT ORDER      -  SECOND    CLASS 0
 LG0178
 LG0178.The horizontal coordinates were scaled from a map and have
 LG0178.an estimated accuracy of +/- 6 seconds.
 LG0178
 LG0178.The orthometric height was determined by differential leveling and
 LG0178.adjusted by the NATIONAL GEODETIC SURVEY
 LG0178.in June 1991.
 LG0178
 LG0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0178.GEOID18 height accuracy estimate available here.
 LG0178
 LG0178.Click photographs - Photos may exist for this station.
 LG0178
 LG0178.The dynamic height is computed by dividing the NAVD 88
 LG0178.geopotential number by the normal gravity value computed on the
 LG0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0178.degrees latitude (g = 980.6199 gals.).
 LG0178
 LG0178.The modeled gravity was interpolated from observed gravity values.
 LG0178
 LG0178;                    North         East    Units  Estimated Accuracy
 LG0178;SPC NE       -    67,180.      816,290.      MT  (+/- 180 meters Scaled)
 LG0178
 LG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK314731(NAD 83)
 LG0178
 LG0178                          SUPERSEDED SURVEY CONTROL
 LG0178
 LG0178  NGVD 29 (??/??/92)  349.839  (m)         1147.76   (f) ADJ UNCH    2 0
 LG0178
 LG0178.Superseded values are not recommended for survey control.
 LG0178
 LG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0178.See file dsdata.pdf to determine how the superseded data were derived.
 LG0178
 LG0178_STAMPING: S 176 1934
 LG0178_MARK LOGO: CGS
 LG0178
 LG0178  HISTORY     - Date     Condition        Report By
 LG0178  HISTORY     - 1934     MONUMENTED       CGS
 LG0178  HISTORY     - 1964     GOOD             USGS
 LG0178  HISTORY     - 20200409 MARK NOT FOUND   JORSUR
 LG0178
 LG0178                          STATION DESCRIPTION
 LG0178
 LG0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0178'3.6 MI NE FROM VESTA.
 LG0178'3.6 MILES NORTHEAST ALONG THE ABANDONED CHICAGO, BURLINGTON
 LG0178'AND QUINCY RAILROAD FROM THE STATION AT VESTA, JOHNSON COUNTY,
 LG0178'TWO POLES WEST OF BRIDGE NO. 65.13, AT A ROAD CROSSING 50 FEET
 LG0178'EAST OF THE CENTERLINE OF THE ROAD, AND 45 FEET SOUTH OF THE
 LG0178'CENTERLINE OF THE OLD ROADBED.  341 FT. SOUTH AND 38 FT. EAST
 LG0178'OF CROSSROADS, 39 FT. NORTH OF TELEPHONE POLE, 1 FT. EAST
 LG0178'OF FENCE LINE AND 1 FT. EAST OF STANDARD WITNESS MARKER (METAL).
 LG0178'A STANDARD DISK, STAMPED S 176 1934 AND SET IN THE TOP OF A
 LG0178'CONCRETE POST.
 LG0178
 LG0178                          STATION RECOVERY (1964)
 LG0178
 LG0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0178'RECOVERED IN GOOD CONDITION.
 LG0178
 LG0178                          STATION RECOVERY (2020)
 LG0178
 LG0178'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LG0178'ALL TRACES OF THE RAILROAD AND ITS ACCESSORIES HAVE BEEN REMOVED.
 LG0178'USING THE CENTERLINE INTERSECTION OF THE CROSSROAD TO THE NORTH A
 LG0178'SEARCH WAS PERFORMED IN THE AREA OF THE TIES.  FROM 330 FT (100.6 M)
 LG0178'SOUTH TO 360 FT (109.7 M) SOUTH OF THE CENTERLINE AND FROM THE
 LG0178'EXTENDED CENTERLINE TO 50 FT (15.2 M) EAST OF THE EXTENDED CENTERLINE
 LG0178'THE AREA WAS EXAMINED FOR ANY TRACES OF THE CONCRETE CYLINDER.  THE
 LG0178'AREA IS NOW FARMED AND THE PLANTED ROWS RUN THROUGH THE AREA WITHOUT A
 LG0178'NOTICEABLE BREAK.  NO METAL OR CONCRETE WAS LOCATED AND THE MONUMENT
 LG0178'IS PRESUMED TO HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0500 ***********************************************************************
 LF0500  DESIGNATION -  S 177
 LF0500  PID         -  LF0500
 LF0500  STATE/COUNTY-  NE/NEMAHA
 LF0500  COUNTRY     -  US
 LF0500  USGS QUAD   -  HOWE (2017)
 LF0500
 LF0500                         *CURRENT SURVEY CONTROL
 LF0500  ______________________________________________________________________
 LF0500* NAD 83(1986) POSITION- 40 19 10.     (N) 095 49 20.     (W)   SCALED
 LF0500* NAVD 88 ORTHO HEIGHT -   301.202 (meters)      988.19  (feet) ADJUSTED
 LF0500  ______________________________________________________________________
 LF0500  GEOID HEIGHT    -        -29.624 (meters)                     GEOID18
 LF0500  DYNAMIC HEIGHT  -        301.041 (meters)      987.67  (feet) COMP
 LF0500  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 LF0500
 LF0500  VERT ORDER      -  SECOND    CLASS 0
 LF0500
 LF0500.The horizontal coordinates were scaled from a map and have
 LF0500.an estimated accuracy of +/- 6 seconds.
 LF0500
 LF0500.The orthometric height was determined by differential leveling and
 LF0500.adjusted by the NATIONAL GEODETIC SURVEY
 LF0500.in June 1991.
 LF0500
 LF0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0500.GEOID18 height accuracy estimate available here.
 LF0500
 LF0500.Click photographs - Photos may exist for this station.
 LF0500
 LF0500.The dynamic height is computed by dividing the NAVD 88
 LF0500.geopotential number by the normal gravity value computed on the
 LF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0500.degrees latitude (g = 980.6199 gals.).
 LF0500
 LF0500.The modeled gravity was interpolated from observed gravity values.
 LF0500
 LF0500;                    North         East    Units  Estimated Accuracy
 LF0500;SPC NE       -    62,550.      854,910.      MT  (+/- 180 meters Scaled)
 LF0500
 LF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE602670(NAD 83)
 LF0500
 LF0500                          SUPERSEDED SURVEY CONTROL
 LF0500
 LF0500  NGVD 29 (??/??/92)  301.119  (m)          987.92   (f) ADJ UNCH    2 0
 LF0500
 LF0500.Superseded values are not recommended for survey control.
 LF0500
 LF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0500.See file dsdata.pdf to determine how the superseded data were derived.
 LF0500
 LF0500_MARKER: DB = BENCH MARK DISK
 LF0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0500_SP_SET: BRIDGE
 LF0500_STAMPING: S 177 1934
 LF0500_MARK LOGO: CGS
 LF0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0500
 LF0500  HISTORY     - Date     Condition        Report By
 LF0500  HISTORY     - 1934     MONUMENTED       CGS
 LF0500  HISTORY     - 1964     GOOD             USGS
 LF0500
 LF0500                          STATION DESCRIPTION
 LF0500
 LF0500'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LF0500'AT HOWE.
 LF0500'AT HOWE, NEMAHA CO., 305 FT. WEST OF THE X-ING OF THE MO. PAC. R.R.
 LF0500'AND THE MAIN E-W ST. OF TOWN, 28 FT. EAST AND 15 FT. SOUTH OF THE
 LF0500'CEN. OF A STEEL BRIDGE OVER HUGHES CREEK, IN THE SOUTHEAST END OF
 LF0500'THE SOUTHEAST CONC. WINGWALL OF THE BRIDGE, A STD. TABLET, STAMPED
 LF0500'S 177 1934
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0501 ***********************************************************************
 LF0501  DESIGNATION -  S 177 RESET
 LF0501  PID         -  LF0501
 LF0501  STATE/COUNTY-  NE/NEMAHA
 LF0501  COUNTRY     -  US
 LF0501  USGS QUAD   -  HOWE (2017)
 LF0501
 LF0501                         *CURRENT SURVEY CONTROL
 LF0501  ______________________________________________________________________
 LF0501* NAD 83(1986) POSITION- 40 19 10.     (N) 095 49 20.     (W)   SCALED
 LF0501* NAVD 88 ORTHO HEIGHT -   303.76  (meters)      996.6   (feet) RESET
 LF0501  ______________________________________________________________________
 LF0501  GEOID HEIGHT    -        -29.624 (meters)                     GEOID18
 LF0501  VERT ORDER      -  THIRD
 LF0501
 LF0501.The horizontal coordinates were scaled from a map and have
 LF0501.an estimated accuracy of +/- 6 seconds.
 LF0501
 LF0501.The orthometric height was computed from unverified reset data.
 LF0501
 LF0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0501.GEOID18 height accuracy estimate available here.
 LF0501
 LF0501.Click photographs - Photos may exist for this station.
 LF0501
 LF0501;                    North         East    Units  Estimated Accuracy
 LF0501;SPC NE       -    62,550.      854,910.      MT  (+/- 180 meters Scaled)
 LF0501
 LF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE602670(NAD 83)
 LF0501
 LF0501                          SUPERSEDED SURVEY CONTROL
 LF0501
 LF0501  NGVD 29 (??/??/??)  303.68   (m)          996.3    (f) RESET       3  
 LF0501
 LF0501.Superseded values are not recommended for survey control.
 LF0501
 LF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0501.See file dsdata.pdf to determine how the superseded data were derived.
 LF0501
 LF0501_MARKER: DB = BENCH MARK DISK
 LF0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0501_SP_SET: BRIDGE CURB
 LF0501_STAMPING: S 177 RESET 1964
 LF0501_MARK LOGO: CGS
 LF0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0501+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 LF0501
 LF0501  HISTORY     - Date     Condition        Report By
 LF0501  HISTORY     - 1964     MONUMENTED       LOCENG
 LF0501  HISTORY     - 1965     GOOD             CGS
 LF0501  HISTORY     - 20081030 GOOD             INDIV
 LF0501
 LF0501                          STATION DESCRIPTION
 LF0501
 LF0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0501'AT HOWE.
 LF0501'AT HOWE NEAR THE MISSOURI PACIFIC RAILROAD STATION, LOCATED ON
 LF0501'PROJECT NO. S-607 (2), HOWE-NEMAHA, 315.28 FEET WEST OF THE
 LF0501'CROSSING OF THE MPRR TRACK ON CENTERLINE OF PROJECT AND 12.9
 LF0501'FEET RIGHT (SOUTH) OF CENTERLINE, AT A CONCRETE SLAB SPAN BRIDGE
 LF0501'AND IN THE TOP OF THE CONCRETE CURB ON THE SOUTHEAST CORNER OF THE
 LF0501'BRIDGE, 2.7 FEET WEST OF THE EAST END OF THE BRIDGE FLOOR.
 LF0501
 LF0501                          STATION RECOVERY (2008)
 LF0501
 LF0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0570 ***********************************************************************
 NN0570  DESIGNATION -  S 18
 NN0570  PID         -  NN0570
 NN0570  STATE/COUNTY-  NE/ROCK
 NN0570  COUNTRY     -  US
 NN0570  USGS QUAD   -  BASSETT (2017)
 NN0570
 NN0570                         *CURRENT SURVEY CONTROL
 NN0570  ______________________________________________________________________
 NN0570* NAD 83(1986) POSITION- 42 34 36.     (N) 099 32 22.     (W)   SCALED
 NN0570* NAVD 88 ORTHO HEIGHT -   709.363 (meters)     2327.30  (feet) ADJUSTED
 NN0570  ______________________________________________________________________
 NN0570  GEOID HEIGHT    -        -23.243 (meters)                     GEOID18
 NN0570  DYNAMIC HEIGHT  -        709.074 (meters)     2326.35  (feet) COMP
 NN0570  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 NN0570
 NN0570  VERT ORDER      -  FIRST     CLASS II
 NN0570
 NN0570.The horizontal coordinates were scaled from a map and have
 NN0570.an estimated accuracy of +/- 6 seconds.
 NN0570
 NN0570.The orthometric height was determined by differential leveling and
 NN0570.adjusted by the NATIONAL GEODETIC SURVEY
 NN0570.in June 1991.
 NN0570
 NN0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0570.GEOID18 height accuracy estimate available here.
 NN0570
 NN0570.Click photographs - Photos may exist for this station.
 NN0570
 NN0570.The dynamic height is computed by dividing the NAVD 88
 NN0570.geopotential number by the normal gravity value computed on the
 NN0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0570.degrees latitude (g = 980.6199 gals.).
 NN0570
 NN0570.The modeled gravity was interpolated from observed gravity values.
 NN0570
 NN0570;                    North         East    Units  Estimated Accuracy
 NN0570;SPC NE       -   304,700.      537,800.      MT  (+/- 180 meters Scaled)
 NN0570
 NN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557139(NAD 83)
 NN0570
 NN0570                          SUPERSEDED SURVEY CONTROL
 NN0570
 NN0570  NGVD 29 (??/??/92)  709.116  (m)         2326.49   (f) ADJ UNCH    1 2
 NN0570
 NN0570.Superseded values are not recommended for survey control.
 NN0570
 NN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0570.See file dsdata.pdf to determine how the superseded data were derived.
 NN0570
 NN0570_MARKER: DB = BENCH MARK DISK
 NN0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0570_STAMPING: S 18 1933 2326.491
 NN0570_MARK LOGO: CGS
 NN0570_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0570+STABILITY: SURFACE MOTION
 NN0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0570+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2021
 NN0570
 NN0570  HISTORY     - Date     Condition        Report By
 NN0570  HISTORY     - 1933     MONUMENTED       CGS
 NN0570  HISTORY     - 1956     GOOD             CGS
 NN0570  HISTORY     - 19980721 GOOD             NEDR
 NN0570  HISTORY     - 20170830 GOOD             INDIV
 NN0570  HISTORY     - 20210706 GOOD             NEGS
 NN0570
 NN0570                          STATION DESCRIPTION
 NN0570
 NN0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0570'0.2 MI S FROM BASSETT.
 NN0570'0.2 MILE SOUTH ALONG OLD U.S. HIGHWAY 183 FROM ITS JUNCTION
 NN0570'WITH U.S. HIGHWAY 20 IN BASSETT, ROCK COUNTY, 38 FEET WEST OF
 NN0570'THE CENTER OF THE OLD HIGHWAY, AND 16 FEET NORTH OF A GATE.  A
 NN0570'STANDARD DISK, STAMPED 2326.491 S 18 1933, AND SET IN THE TOP
 NN0570'OF A CONCRETE POST PROJECTING ABOUT 14 INCHES.  TO REACH FROM
 NN0570'THE JUNCTION OF U.S. HIGHWAY 20 AND NEW U.S. HIGHWAY 183 IN
 NN0570'BASSETT, GO WEST ONE BLOCK ON U.S. HIGHWAY 20.  TURN LEFT AND
 NN0570'GO SOUTH ON OLD U.S. HIGHWAY 183 FOR 0.2 MILE TO THE MARK
 NN0570'ON THE RIGHT.
 NN0570
 NN0570                          STATION RECOVERY (1998)
 NN0570
 NN0570'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0570'RECOVERED IN GOOD CONDITION, IN BASSETT AND IN SEC16, T30N, R19W.  TO
 NN0570'REACH FROM THE JUNCTION OS U.S.  HIGHWAYS 20 AND 183, IN BASSETT, GO
 NN0570'WEST ONE BLOCK TO AUGUSTA STREET.  TURN LEFT AND GO SOUTH FOR 300 M
 NN0570'(984.2 FT) TO THE MARK ON THE RIGHT, WEST, SIDE OF THE STREET.  THE
 NN0570'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0570'0.4 M (1.3 FT) ABOVE THR GROUND SURFACE.  IT IS 39.40 M (129.26 FT)
 NN0570'NORTH OF A SHINER NAIL, 6 FT (1.8 M) ABOVE THE GROUND, IN A UTILITY
 NN0570'POLE, 30.5 M (100.1 FT) SOUTH OF THE CENTERLINE OF A GATED DRIVE INTO
 NN0570'THE FAIR GROUNDS, 10.75 M (35.27 FT) WEST OF THE CENTERLINE OF AUGUSTA
 NN0570'STREET, 0.56 M (1.84 FT) EAST OF A NORTH-SOUTH FENCELINE AND 0.36 M
 NN0570'(1.18 FT) EAST OF A WITNESS POST.
 NN0570
 NN0570                          STATION RECOVERY (2017)
 NN0570
 NN0570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0570'RECOVERED AS DESCRIBED
 NN0570
 NN0570                          STATION RECOVERY (2021)
 NN0570
 NN0570'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0570'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 183
 NN0570'IN BASSETT, NE., GO WEST APPROXIMATELY 350 FT (106.7 M) TO THE
 NN0570'INTERSECTION WITH AUGUSTA STREET.  TURN LEFT ONTO AUGUSTA STREET AND
 NN0570'GO SOUTH APPROXIMATELY 0.18 MI (0.29 KM) TO THE MARK ON THE RIGHT,
 NN0570'WEST.  DUE TO OVERHEAD POWER LINES, THE MARK IS NOT RECOMMENDED FOR
 NN0570'GPS.
 NN0570'
 NN0570'THE MARK IS 35.27 FT (10.8 M) WEST OF THE CENTERLINE OF AUGUSTA
 NN0570'STREET, 100.1 FT (30.5 M) SOUTH OF THE CENTERLINE OF A GATED DRIVE,
 NN0570'WEST, 8.6 FT (2.6 M) EAST OF A NORTH TO SOUTH FENCE LINE AND 1.18 FT
 NN0570'(0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0278 ***********************************************************************
 NN0278  DESIGNATION -  S 19
 NN0278  PID         -  NN0278
 NN0278  STATE/COUNTY-  NE/BOYD
 NN0278  COUNTRY     -  US
 NN0278  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0278
 NN0278                         *CURRENT SURVEY CONTROL
 NN0278  ______________________________________________________________________
 NN0278* NAD 83(1986) POSITION- 42 52 15.     (N) 098 42 09.     (W)   SCALED
 NN0278* NAVD 88 ORTHO HEIGHT -   516.639 (meters)     1695.01  (feet) ADJUSTED
 NN0278  ______________________________________________________________________
 NN0278  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 NN0278  DYNAMIC HEIGHT  -        516.457 (meters)     1694.41  (feet) COMP
 NN0278  MODELED GRAVITY -    980,252.4   (mgal)                       NAVD 88
 NN0278
 NN0278  VERT ORDER      -  FIRST     CLASS II
 NN0278
 NN0278.The horizontal coordinates were scaled from a map and have
 NN0278.an estimated accuracy of +/- 6 seconds.
 NN0278
 NN0278.The orthometric height was determined by differential leveling and
 NN0278.adjusted by the NATIONAL GEODETIC SURVEY
 NN0278.in June 1991.
 NN0278
 NN0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0278.GEOID18 height accuracy estimate available here.
 NN0278
 NN0278.Click photographs - Photos may exist for this station.
 NN0278
 NN0278.The dynamic height is computed by dividing the NAVD 88
 NN0278.geopotential number by the normal gravity value computed on the
 NN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0278.degrees latitude (g = 980.6199 gals.).
 NN0278
 NN0278.The modeled gravity was interpolated from observed gravity values.
 NN0278
 NN0278;                    North         East    Units  Estimated Accuracy
 NN0278;SPC NE       -   338,070.      606,010.      MT  (+/- 180 meters Scaled)
 NN0278
 NN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN242465(NAD 83)
 NN0278
 NN0278                          SUPERSEDED SURVEY CONTROL
 NN0278
 NN0278  NGVD 29 (??/??/92)  516.372  (m)         1694.13   (f) ADJ UNCH    1 2
 NN0278
 NN0278.Superseded values are not recommended for survey control.
 NN0278
 NN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0278.See file dsdata.pdf to determine how the superseded data were derived.
 NN0278
 NN0278_MARKER: DB = BENCH MARK DISK
 NN0278_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NN0278+WITH SETTING: PAVEMENT
 NN0278_SP_SET: TANK FOUNDATION
 NN0278_STAMPING: 1694.130 S 19 1933
 NN0278_MARK LOGO: CGS
 NN0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0278+STABILITY: SURFACE MOTION
 NN0278
 NN0278  HISTORY     - Date     Condition        Report By
 NN0278  HISTORY     - 1933     MONUMENTED       CGS
 NN0278
 NN0278                          STATION DESCRIPTION
 NN0278
 NN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0278'AT SPENCER.
 NN0278'AT SPENCER, BOYD COUNTY, AT THE MUNICIPAL WATER TANK, AND IN THE
 NN0278'TOP OF THE NORTHEAST CONCRETE FOUNDATION.  A STANDARD DISK,
 NN0278'STAMPED 1694.130 S 19 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0170 ***********************************************************************
 NO0170  DESIGNATION -  S 20
 NO0170  PID         -  NO0170
 NO0170  STATE/COUNTY-  NE/CHERRY
 NO0170  COUNTRY     -  US
 NO0170  USGS QUAD   -  HUDSON LAKE (2017)
 NO0170
 NO0170                         *CURRENT SURVEY CONTROL
 NO0170  ______________________________________________________________________
 NO0170* NAD 83(1986) POSITION- 42 38 57.70   (N) 100 41 43.48   (W)   HD_HELD1
 NO0170* NAVD 88 ORTHO HEIGHT -   884.118 (meters)     2900.64  (feet) ADJUSTED
 NO0170  ______________________________________________________________________
 NO0170  GEOID HEIGHT    -        -21.384 (meters)                     GEOID18
 NO0170  DYNAMIC HEIGHT  -        883.720 (meters)     2899.34  (feet) COMP
 NO0170  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 NO0170
 NO0170  VERT ORDER      -  FIRST     CLASS II
 NO0170
 NO0170.The horizontal coordinates were determined by differentially corrected
 NO0170.hand held GPS observations or other comparable positioning techniques
 NO0170.and have an estimated accuracy of +/- 3 meters.
 NO0170
 NO0170.The orthometric height was determined by differential leveling and
 NO0170.adjusted by the NATIONAL GEODETIC SURVEY
 NO0170.in June 1994.
 NO0170
 NO0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0170.GEOID18 height accuracy estimate available here.
 NO0170
 NO0170.Click photographs - Photos may exist for this station.
 NO0170
 NO0170.The dynamic height is computed by dividing the NAVD 88
 NO0170.geopotential number by the normal gravity value computed on the
 NO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0170.degrees latitude (g = 980.6199 gals.).
 NO0170
 NO0170.The modeled gravity was interpolated from observed gravity values.
 NO0170
 NO0170;                    North         East    Units  Estimated Accuracy
 NO0170;SPC NE       -   312,901.2     442,982.8     MT  (+/- 3 meters HH1 GPS) 
 NO0170
 NO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6102423271(NAD 83)
 NO0170
 NO0170                          SUPERSEDED SURVEY CONTROL
 NO0170
 NO0170  NAVD 88 (06/15/91)  884.133  (m)         2900.69   (f) SUPERSEDED  1 2
 NO0170  NGVD 29 (02/14/92)  883.810  (m)         2899.63   (f) ADJUSTED    1 2
 NO0170  NGVD 29 (??/??/87)  883.825  (m)         2899.68   (f) SUPERSEDED  1 2
 NO0170
 NO0170.Superseded values are not recommended for survey control.
 NO0170
 NO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0170.See file dsdata.pdf to determine how the superseded data were derived.
 NO0170
 NO0170_MARKER: DB = BENCH MARK DISK
 NO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0170_STAMPING: S 20 1933 2899.682
 NO0170_MARK LOGO: CGS
 NO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0170+STABILITY: SURFACE MOTION
 NO0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0170+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0170
 NO0170  HISTORY     - Date     Condition        Report By
 NO0170  HISTORY     - 1933     MONUMENTED       CGS
 NO0170  HISTORY     - 1934     GOOD             CGS
 NO0170  HISTORY     - 19910804 GOOD             NGS
 NO0170
 NO0170                          STATION DESCRIPTION
 NO0170
 NO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0170'24 MI SW FROM VALENTINE.
 NO0170'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0170'VALENTINE, CHERRY COUNTY, THENCE 16.8 MILES SOUTHWEST ALONG A
 NO0170'DIRT ROAD, 2.3 MILES SOUTHWEST OF GORDON VALLEY RANCH, 0.7 MILE
 NO0170'SOUTHWEST OF A HIGH WOODEN CULVERT, 0.1 MILE NORTH OF AN
 NO0170'AUTOMOBILE GATE, AT A 90-DEGREE TURN IN THE ROAD, 46 FEET EAST
 NO0170'OF A FENCE CORNER, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NO0170'ON A SMALL KNOLL, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 NO0170'2899.682 S 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0170'PROJECTION 3 INCHES ABOVE GROUND.
 NO0170
 NO0170                          STATION RECOVERY (1991)
 NO0170
 NO0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0170'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0170'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0170'ALONG STATE HIGHWAY SPUR 16B, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG
 NO0170'A PAVED ROAD, 0.3 KM (0.20 MI) SOUTHWEST OF THE INTERSECTION OF THE
 NO0170'BOW AND ARROW RANCH ENTRANCE ROAD, 13.5 M (44.3 FT) NORTHEAST OF A
 NO0170'Y-FENCE CORNER, 12.8 M (42.0 FT) NORTHWEST OF THE ROAD CENTER, 9.0 M
 NO0170'(29.5 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 0.6 M (2.0
 NO0170'FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTHEAST OF A
 NO0170'WITNESS POST, DIRECTLY UNDER A FENCE, AND THE MONUMENT IS FLUSH WITH
 NO0170'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0053 ***********************************************************************
 LJ0053  DESIGNATION -  S 200
 LJ0053  PID         -  LJ0053
 LJ0053  STATE/COUNTY-  NE/RED WILLOW
 LJ0053  COUNTRY     -  US
 LJ0053  USGS QUAD   -  SHIPPEE (2017)
 LJ0053
 LJ0053                         *CURRENT SURVEY CONTROL
 LJ0053  ______________________________________________________________________
 LJ0053* NAD 83(1986) POSITION- 40 05 18.     (N) 100 12 05.     (W)   SCALED
 LJ0053* NAVD 88 ORTHO HEIGHT -   715.618 (meters)     2347.82  (feet) ADJUSTED
 LJ0053  ______________________________________________________________________
 LJ0053  GEOID HEIGHT    -        -24.473 (meters)                     GEOID18
 LJ0053  DYNAMIC HEIGHT  -        715.148 (meters)     2346.28  (feet) COMP
 LJ0053  MODELED GRAVITY -    979,945.3   (mgal)                       NAVD 88
 LJ0053
 LJ0053  VERT ORDER      -  SECOND    CLASS 0
 LJ0053
 LJ0053.The horizontal coordinates were scaled from a map and have
 LJ0053.an estimated accuracy of +/- 6 seconds.
 LJ0053
 LJ0053.The orthometric height was determined by differential leveling and
 LJ0053.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0053.in June 1991.
 LJ0053
 LJ0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0053.GEOID18 height accuracy estimate available here.
 LJ0053
 LJ0053.Click photographs - Photos may exist for this station.
 LJ0053
 LJ0053.The dynamic height is computed by dividing the NAVD 88
 LJ0053.geopotential number by the normal gravity value computed on the
 LJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0053.degrees latitude (g = 980.6199 gals.).
 LJ0053
 LJ0053.The modeled gravity was interpolated from observed gravity values.
 LJ0053
 LJ0053;                    North         East    Units  Estimated Accuracy
 LJ0053;SPC NE       -    28,330.      482,830.      MT  (+/- 180 meters Scaled)
 LJ0053
 LJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK975382(NAD 83)
 LJ0053
 LJ0053                          SUPERSEDED SURVEY CONTROL
 LJ0053
 LJ0053  NGVD 29 (??/??/92)  715.338  (m)         2346.90   (f) ADJ UNCH    2 0
 LJ0053
 LJ0053.Superseded values are not recommended for survey control.
 LJ0053
 LJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0053.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0053
 LJ0053_MARKER: DB = BENCH MARK DISK
 LJ0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0053_SP_SET: BRIDGE ABUTMENT
 LJ0053_STAMPING: S 200 1934
 LJ0053_MARK LOGO: CGS
 LJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0053
 LJ0053  HISTORY     - Date     Condition        Report By
 LJ0053  HISTORY     - 1934     MONUMENTED       CGS
 LJ0053  HISTORY     - 20090904 MARK NOT FOUND   NEDR
 LJ0053
 LJ0053                          STATION DESCRIPTION
 LJ0053
 LJ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0053'4.9 MI NE FROM LEBANON.
 LJ0053'4.9 MILES NORTHEAST OF BURLINGTON RR. STATION AT LEBANON AT
 LJ0053'SHIPPEE, 150 FEET SOUTH OF MILEPOST 41, 100 FEET SOUTHEAST OF
 LJ0053'C.B. AND Q. RR. TRACK AND 120 FEET SOUTHEAST OF RAILROAD TRESTLE,
 LJ0053'IN THE NORTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE ON STATE
 LJ0053'HIGHWAY 89.
 LJ0053
 LJ0053                          STATION RECOVERY (2009)
 LJ0053
 LJ0053'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (AB)
 LJ0053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0312 ***********************************************************************
 NO0312  DESIGNATION -  S 206
 NO0312  PID         -  NO0312
 NO0312  STATE/COUNTY-  NE/CHERRY
 NO0312  COUNTRY     -  US
 NO0312  USGS QUAD   -  MERRIMAN (2017)
 NO0312
 NO0312                         *CURRENT SURVEY CONTROL
 NO0312  ______________________________________________________________________
 NO0312* NAD 83(1986) POSITION- 42 55 34.82   (N) 101 39 51.57   (W)   HD_HELD1
 NO0312* NAVD 88 ORTHO HEIGHT -   988.799 (meters)     3244.08  (feet) ADJUSTED
 NO0312  ______________________________________________________________________
 NO0312  GEOID HEIGHT    -        -19.387 (meters)                     GEOID18
 NO0312  DYNAMIC HEIGHT  -        988.371 (meters)     3242.68  (feet) COMP
 NO0312  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 NO0312
 NO0312  VERT ORDER      -  FIRST     CLASS II
 NO0312
 NO0312.The horizontal coordinates were determined by differentially corrected
 NO0312.hand held GPS observations or other comparable positioning techniques
 NO0312.and have an estimated accuracy of +/- 3 meters.
 NO0312
 NO0312.The orthometric height was determined by differential leveling and
 NO0312.adjusted by the NATIONAL GEODETIC SURVEY
 NO0312.in July 2002.
 NO0312
 NO0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0312.GEOID18 height accuracy estimate available here.
 NO0312
 NO0312.Click photographs - Photos may exist for this station.
 NO0312
 NO0312.The dynamic height is computed by dividing the NAVD 88
 NO0312.geopotential number by the normal gravity value computed on the
 NO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0312.degrees latitude (g = 980.6199 gals.).
 NO0312
 NO0312.The modeled gravity was interpolated from observed gravity values.
 NO0312
 NO0312;                    North         East    Units  Estimated Accuracy
 NO0312;SPC NE       -   344,745.9     364,140.2     MT  (+/- 3 meters HH1 GPS) 
 NO0312
 NO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8257056079(NAD 83)
 NO0312
 NO0312                          SUPERSEDED SURVEY CONTROL
 NO0312
 NO0312  NAVD 88 (06/15/91)  988.755  (m)         3243.94   (f) SUPERSEDED  1 2
 NO0312  NGVD 29 (??/??/92)  988.343  (m)         3242.59   (f) ADJ UNCH    1 2
 NO0312
 NO0312.Superseded values are not recommended for survey control.
 NO0312
 NO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0312.See file dsdata.pdf to determine how the superseded data were derived.
 NO0312
 NO0312_MARKER: DB = BENCH MARK DISK
 NO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0312_STAMPING: S 206 1938
 NO0312_MARK LOGO: CGS
 NO0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0312+STABILITY: SURFACE MOTION
 NO0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0312+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0312
 NO0312  HISTORY     - Date     Condition        Report By
 NO0312  HISTORY     - 1938     MONUMENTED       CGS
 NO0312  HISTORY     - 1957     GOOD             CGS
 NO0312  HISTORY     - 19991006 GOOD             NGS
 NO0312
 NO0312                          STATION DESCRIPTION
 NO0312
 NO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0312'2 MI E FROM MERRIMAN.
 NO0312'ABOUT 1.95 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0312'FROM THE STATION AT MERRIMAN, IN SECTION 15, T. 34 N., R. 37 W.,
 NO0312'9 FEET SOUTH OF THE 5TH POLE WEST OF MILEPOST 330, 48 FEET SOUTH
 NO0312'OF THE SOUTH RAIL, 0.25 MILE WEST OF A RANCH ROAD CROSSING, 164
 NO0312'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 139 FEET
 NO0312'NORTH-NORTHEAST OF THE EAST END OF THE NORTH HEAD WALL OF A
 NO0312'30-INCH PIPE CULVERT UNDER THE HIGHWAY, 190 FEET EAST OF THE
 NO0312'SOUTH END OF A 24-INCH PIPE CULVERT UNDER THE TRACK, 56 FEET
 NO0312'NORTH OF TELEPHONE POLE NUMBER 7, ABOUT LEVEL WITH THE TRACK, 2
 NO0312'FEET NORTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NO0312'CONCRETE POST WHICH PROJECTS 3 INCHES.
 NO0312
 NO0312                          STATION RECOVERY (1999)
 NO0312
 NO0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0312'3.1 KM (1.90 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0312'IN MERRIMAN, 49.8 M (163.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 36.0 M
 NO0312'(118.1 FT) NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY,
 NO0312'14.9 M (48.9 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 NO0312'REMOVED) , 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NO0312'FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 NO0312'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 NO0312'THE NEBKOTA RAILROAD, CONTACT--GEORGE LAPRAY, 111 NORTH MAIN STREET,
 NO0312'CHADRON, NE 69337, TELEPHONE NUMBER (308) 432-2487.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0300 ***********************************************************************
 LG0300  DESIGNATION -  S 207
 LG0300  PID         -  LG0300
 LG0300  STATE/COUNTY-  NE/LANCASTER
 LG0300  COUNTRY     -  US
 LG0300  USGS QUAD   -  LINCOLN (2017)
 LG0300
 LG0300                         *CURRENT SURVEY CONTROL
 LG0300  ______________________________________________________________________
 LG0300* NAD 83(1986) POSITION- 40 45 43.     (N) 096 39 46.     (W)   SCALED
 LG0300* NAVD 88 ORTHO HEIGHT -   371.474 (meters)     1218.74  (feet) ADJUSTED
 LG0300  ______________________________________________________________________
 LG0300  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 LG0300  DYNAMIC HEIGHT  -        371.313 (meters)     1218.22  (feet) COMP
 LG0300  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 LG0300
 LG0300  VERT ORDER      -  FIRST     CLASS II
 LG0300
 LG0300.The horizontal coordinates were scaled from a map and have
 LG0300.an estimated accuracy of +/- 6 seconds.
 LG0300
 LG0300.The orthometric height was determined by differential leveling and
 LG0300.adjusted by the NATIONAL GEODETIC SURVEY
 LG0300.in June 1991.
 LG0300
 LG0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0300.GEOID18 height accuracy estimate available here.
 LG0300
 LG0300.Click photographs - Photos may exist for this station.
 LG0300
 LG0300.The dynamic height is computed by dividing the NAVD 88
 LG0300.geopotential number by the normal gravity value computed on the
 LG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0300.degrees latitude (g = 980.6199 gals.).
 LG0300
 LG0300.The modeled gravity was interpolated from observed gravity values.
 LG0300
 LG0300;                    North         East    Units  Estimated Accuracy
 LG0300;SPC NE       -   108,540.      781,640.      MT  (+/- 180 meters Scaled)
 LG0300
 LG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL972149(NAD 83)
 LG0300
 LG0300                          SUPERSEDED SURVEY CONTROL
 LG0300
 LG0300  NGVD 29 (??/??/92)  371.379  (m)         1218.43   (f) ADJ UNCH    1 2
 LG0300
 LG0300.Superseded values are not recommended for survey control.
 LG0300
 LG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0300.See file dsdata.pdf to determine how the superseded data were derived.
 LG0300
 LG0300_MARKER: DB = BENCH MARK DISK
 LG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0300_STAMPING: S 207 1940
 LG0300_MARK LOGO: CGS
 LG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0300+STABILITY: SURFACE MOTION
 LG0300
 LG0300  HISTORY     - Date     Condition        Report By
 LG0300  HISTORY     - 1940     MONUMENTED       CGS
 LG0300  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0300
 LG0300                          STATION DESCRIPTION
 LG0300
 LG0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0300'5.7 MI SE FROM LINCOLN.
 LG0300'5.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0300'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, AT A
 LG0300'GRAVEL ROAD CROSSING, 99 FEET SOUTHEAST OF THE CENTER OF THE
 LG0300'CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 41 FEET
 LG0300'EAST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET WEST OF A
 LG0300'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 207
 LG0300'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 LG0300'FOOT ABOVE THE GROUND.
 LG0300
 LG0300                          STATION RECOVERY (1991)
 LG0300
 LG0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0300'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0289 ***********************************************************************
 LG0289  DESIGNATION -  S 208
 LG0289  PID         -  LG0289
 LG0289  STATE/COUNTY-  NE/LANCASTER
 LG0289  COUNTRY     -  US
 LG0289  USGS QUAD   -  BENNET (2017)
 LG0289
 LG0289                         *CURRENT SURVEY CONTROL
 LG0289  ______________________________________________________________________
 LG0289* NAD 83(1986) POSITION- 40 40 59.     (N) 096 30 51.     (W)   SCALED
 LG0289* NAVD 88 ORTHO HEIGHT -   385.693 (meters)     1265.39  (feet) ADJUSTED
 LG0289  ______________________________________________________________________
 LG0289  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 LG0289  DYNAMIC HEIGHT  -        385.521 (meters)     1264.83  (feet) COMP
 LG0289  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 LG0289
 LG0289  VERT ORDER      -  FIRST     CLASS II
 LG0289
 LG0289.The horizontal coordinates were scaled from a map and have
 LG0289.an estimated accuracy of +/- 6 seconds.
 LG0289
 LG0289.The orthometric height was determined by differential leveling and
 LG0289.adjusted by the NATIONAL GEODETIC SURVEY
 LG0289.in June 1991.
 LG0289
 LG0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0289.GEOID18 height accuracy estimate available here.
 LG0289
 LG0289.Click photographs - Photos may exist for this station.
 LG0289
 LG0289.The dynamic height is computed by dividing the NAVD 88
 LG0289.geopotential number by the normal gravity value computed on the
 LG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0289.degrees latitude (g = 980.6199 gals.).
 LG0289
 LG0289.The modeled gravity was interpolated from observed gravity values.
 LG0289
 LG0289;                    North         East    Units  Estimated Accuracy
 LG0289;SPC NE       -   100,280.      794,530.      MT  (+/- 180 meters Scaled)
 LG0289
 LG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL100065(NAD 83)
 LG0289
 LG0289                          SUPERSEDED SURVEY CONTROL
 LG0289
 LG0289  NGVD 29 (??/??/92)  385.589  (m)         1265.05   (f) ADJ UNCH    1 2
 LG0289
 LG0289.Superseded values are not recommended for survey control.
 LG0289
 LG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0289.See file dsdata.pdf to determine how the superseded data were derived.
 LG0289
 LG0289_MARKER: DB = BENCH MARK DISK
 LG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0289_STAMPING: S 208 1940
 LG0289_MARK LOGO: CGS
 LG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0289+STABILITY: SURFACE MOTION
 LG0289
 LG0289  HISTORY     - Date     Condition        Report By
 LG0289  HISTORY     - 1940     MONUMENTED       CGS
 LG0289  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0289
 LG0289                          STATION DESCRIPTION
 LG0289
 LG0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0289'0.7 MI NW FROM BENNET.
 LG0289'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0289'RAILROAD FROM THE STATION AT BENNET, LANCASTER COUNTY, 198
 LG0289'FEET NORTHWEST OF A GRAVEL-ROAD CROSSING, 48 FEET WEST OF THE
 LG0289'CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0289'WITNESS POST.  A STANDARD DISK, STAMPED S 208 1940 AND SE IN
 LG0289'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0289
 LG0289                          STATION RECOVERY (1991)
 LG0289
 LG0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0289'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0442 ***********************************************************************
 LG0442  DESIGNATION -  S 209
 LG0442  PID         -  LG0442
 LG0442  STATE/COUNTY-  NE/SALINE
 LG0442  COUNTRY     -  US
 LG0442  USGS QUAD   -  FRIEND (2017)
 LG0442
 LG0442                         *CURRENT SURVEY CONTROL
 LG0442  ______________________________________________________________________
 LG0442* NAD 83(1986) POSITION- 40 39 15.     (N) 097 17 44.     (W)   SCALED
 LG0442* NAVD 88 ORTHO HEIGHT -   474.649 (meters)     1557.24  (feet) ADJUSTED
 LG0442  ______________________________________________________________________
 LG0442  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 LG0442  DYNAMIC HEIGHT  -        474.390 (meters)     1556.39  (feet) COMP
 LG0442  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 LG0442
 LG0442  VERT ORDER      -  FIRST     CLASS II
 LG0442
 LG0442.The horizontal coordinates were scaled from a map and have
 LG0442.an estimated accuracy of +/- 6 seconds.
 LG0442
 LG0442.The orthometric height was determined by differential leveling and
 LG0442.adjusted by the NATIONAL GEODETIC SURVEY
 LG0442.in June 1991.
 LG0442
 LG0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0442.GEOID18 height accuracy estimate available here.
 LG0442
 LG0442.Click photographs - Photos may exist for this station.
 LG0442
 LG0442.The dynamic height is computed by dividing the NAVD 88
 LG0442.geopotential number by the normal gravity value computed on the
 LG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0442.degrees latitude (g = 980.6199 gals.).
 LG0442
 LG0442.The modeled gravity was interpolated from observed gravity values.
 LG0442
 LG0442;                    North         East    Units  Estimated Accuracy
 LG0442;SPC NE       -    94,710.      728,630.      MT  (+/- 180 meters Scaled)
 LG0442
 LG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL440017(NAD 83)
 LG0442
 LG0442                          SUPERSEDED SURVEY CONTROL
 LG0442
 LG0442  NGVD 29 (??/??/92)  474.486  (m)         1556.71   (f) ADJ UNCH    1 2
 LG0442
 LG0442.Superseded values are not recommended for survey control.
 LG0442
 LG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0442.See file dsdata.pdf to determine how the superseded data were derived.
 LG0442
 LG0442_MARKER: DB = BENCH MARK DISK
 LG0442_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0442_SP_SET: BOX CULVERT HEADWALL
 LG0442_STAMPING: S 209 1940
 LG0442_MARK LOGO: CGS
 LG0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0442+STABILITY: SURFACE MOTION
 LG0442
 LG0442  HISTORY     - Date     Condition        Report By
 LG0442  HISTORY     - 1940     MONUMENTED       CGS
 LG0442
 LG0442                          STATION DESCRIPTION
 LG0442
 LG0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0442'0.5 MI W FROM FRIEND.
 LG0442'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0442'FROM THE STATION AT FRIEND, SALINE COUNTY, 117 FEET SOUTH OF THE
 LG0442'CENTERLINE OF THE MAIN TRACK, 28.5 FEET NORTH OF THE CENTERLINE
 LG0442'OF U.S. HIGHWAY 6, AT A 5- BY 5-FOOT CONCRETE-BOX CULVERT UNDER
 LG0442'THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 LG0442'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LG0442'S 209 1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0443 ***********************************************************************
 LG0443  DESIGNATION -  S 209 RESET
 LG0443  PID         -  LG0443
 LG0443  STATE/COUNTY-  NE/SALINE
 LG0443  COUNTRY     -  US
 LG0443  USGS QUAD   -  FRIEND (2017)
 LG0443
 LG0443                         *CURRENT SURVEY CONTROL
 LG0443  ______________________________________________________________________
 LG0443* NAD 83(1986) POSITION- 40 39 15.     (N) 097 17 44.     (W)   SCALED
 LG0443* NAVD 88 ORTHO HEIGHT -   474.714 (meters)     1557.46  (feet) ADJUSTED
 LG0443  ______________________________________________________________________
 LG0443  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 LG0443  DYNAMIC HEIGHT  -        474.455 (meters)     1556.61  (feet) COMP
 LG0443  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 LG0443
 LG0443  VERT ORDER      -  FIRST     CLASS II
 LG0443
 LG0443.The horizontal coordinates were scaled from a map and have
 LG0443.an estimated accuracy of +/- 6 seconds.
 LG0443
 LG0443.The orthometric height was determined by differential leveling and
 LG0443.adjusted by the NATIONAL GEODETIC SURVEY
 LG0443.in May 1993.
 LG0443
 LG0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0443.GEOID18 height accuracy estimate available here.
 LG0443
 LG0443.Click photographs - Photos may exist for this station.
 LG0443
 LG0443.The dynamic height is computed by dividing the NAVD 88
 LG0443.geopotential number by the normal gravity value computed on the
 LG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0443.degrees latitude (g = 980.6199 gals.).
 LG0443
 LG0443.The modeled gravity was interpolated from observed gravity values.
 LG0443
 LG0443;                    North         East    Units  Estimated Accuracy
 LG0443;SPC NE       -    94,710.      728,630.      MT  (+/- 180 meters Scaled)
 LG0443
 LG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL440017(NAD 83)
 LG0443
 LG0443                          SUPERSEDED SURVEY CONTROL
 LG0443
 LG0443  NGVD 29 (??/??/??)  474.58   (m)         1557.0    (f) RESET       3  
 LG0443
 LG0443.Superseded values are not recommended for survey control.
 LG0443
 LG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0443.See file dsdata.pdf to determine how the superseded data were derived.
 LG0443
 LG0443_MARKER: DB = BENCH MARK DISK
 LG0443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0443_SP_SET: HEADWALL
 LG0443_STAMPING: S 209 RESET 1966
 LG0443_MARK LOGO: CGS
 LG0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0443+STABILITY: SURFACE MOTION
 LG0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0443+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0443
 LG0443  HISTORY     - Date     Condition        Report By
 LG0443  HISTORY     - 1966     MONUMENTED       LOCENG
 LG0443  HISTORY     - 19911008 GOOD             NGS
 LG0443
 LG0443                          STATION DESCRIPTION
 LG0443
 LG0443'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0443'0.5 MI W FROM FRIEND.
 LG0443'ABOUT 0.5 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 LG0443'RAILROAD FROM THE STATION AT FRIEND, 107.7 FEET SOUTH OF THE
 LG0443'CENTERLINE OF THE MAIN TRACK, 37.8 FEET NORTH OF THE CENTERLINE
 LG0443'OF U.S. HIGHWAY 6, AT A 4 BY 4-FOOT CONCRETE BOX CULVERT UNDER
 LG0443'THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 LG0443'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LG0443
 LG0443                          STATION RECOVERY (1991)
 LG0443
 LG0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0443'25.8 KM (16.05 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0443'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.3 M (1.0 FT) EAST OF
 LG0443'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 10.9 M
 LG0443'(35.8 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 1.7 M (5.6 FT) BELOW
 LG0443'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0241 ***********************************************************************
 NO0241  DESIGNATION -  S 21
 NO0241  PID         -  NO0241
 NO0241  STATE/COUNTY-  NE/CHERRY
 NO0241  COUNTRY     -  US
 NO0241  USGS QUAD   -  MULLEN NE (2017)
 NO0241
 NO0241                         *CURRENT SURVEY CONTROL
 NO0241  ______________________________________________________________________
 NO0241* NAD 83(1986) POSITION- 42 11 16.     (N) 101 02 19.     (W)   SCALED
 NO0241* NAVD 88 ORTHO HEIGHT -   998.104 (meters)     3274.61  (feet) ADJUSTED
 NO0241  ______________________________________________________________________
 NO0241  GEOID HEIGHT    -        -20.615 (meters)                     GEOID18
 NO0241  DYNAMIC HEIGHT  -        997.582 (meters)     3272.90  (feet) COMP
 NO0241  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 NO0241
 NO0241  VERT ORDER      -  FIRST     CLASS II
 NO0241
 NO0241.The horizontal coordinates were scaled from a map and have
 NO0241.an estimated accuracy of +/- 6 seconds.
 NO0241
 NO0241.The orthometric height was determined by differential leveling and
 NO0241.adjusted by the NATIONAL GEODETIC SURVEY
 NO0241.in June 1991.
 NO0241
 NO0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0241.GEOID18 height accuracy estimate available here.
 NO0241
 NO0241.Click photographs - Photos may exist for this station.
 NO0241
 NO0241.The dynamic height is computed by dividing the NAVD 88
 NO0241.geopotential number by the normal gravity value computed on the
 NO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0241.degrees latitude (g = 980.6199 gals.).
 NO0241
 NO0241.The modeled gravity was interpolated from observed gravity values.
 NO0241
 NO0241;                    North         East    Units  Estimated Accuracy
 NO0241;SPC NE       -   261,930.      414,230.      MT  (+/- 180 meters Scaled)
 NO0241
 NO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM316726(NAD 83)
 NO0241
 NO0241                          SUPERSEDED SURVEY CONTROL
 NO0241
 NO0241  NGVD 29 (??/??/92)  997.755  (m)         3273.47   (f) ADJ UNCH    1 2
 NO0241
 NO0241.Superseded values are not recommended for survey control.
 NO0241
 NO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0241.See file dsdata.pdf to determine how the superseded data were derived.
 NO0241
 NO0241_MARKER: DB = BENCH MARK DISK
 NO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0241_STAMPING: 3273.468 S 21 1933
 NO0241_MARK LOGO: CGS
 NO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0241+STABILITY: SURFACE MOTION
 NO0241
 NO0241  HISTORY     - Date     Condition        Report By
 NO0241  HISTORY     - 1933     MONUMENTED       CGS
 NO0241  HISTORY     - 1934     GOOD             CGS
 NO0241  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0241
 NO0241                          STATION DESCRIPTION
 NO0241
 NO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0241'10 MI N FROM MULLEN.
 NO0241'IN CHERRY COUNTY, 10.0 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0241'HOOKER COUNTY, AT CHERRY SCHOOL, 31 FEET WEST OF THE BUILDING,
 NO0241'IN LINE WITH THE NORTH FACE, 92 FEET NORTH OF AN AUTOMOBILE
 NO0241'GATE ACROSS THE ROAD AT A SECTION LINE, AND AT THE WEST PROPERTY
 NO0241'LINE OF THE SCHOOLYARD.  A STANDARD DISK, STAMPED 3273.468
 NO0241'S 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0241'6 INCHES ABOVE GROUND.
 NO0241
 NO0241                          STATION RECOVERY (1934)
 NO0241
 NO0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0241'RECOVERED IN GOOD CONDITION.
 NO0241
 NO0241                          STATION RECOVERY (1991)
 NO0241
 NO0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0242 ***********************************************************************
 NO0242  DESIGNATION -  S 21 RESET
 NO0242  PID         -  NO0242
 NO0242  STATE/COUNTY-  NE/CHERRY
 NO0242  COUNTRY     -  US
 NO0242  USGS QUAD   -  MULLEN NE (2017)
 NO0242
 NO0242                         *CURRENT SURVEY CONTROL
 NO0242  ______________________________________________________________________
 NO0242* NAD 83(1986) POSITION- 42 11 18.     (N) 101 02 20.     (W)   SCALED
 NO0242* NAVD 88 ORTHO HEIGHT -   997.447 (meters)     3272.46  (feet) ADJUSTED
 NO0242  ______________________________________________________________________
 NO0242  GEOID HEIGHT    -        -20.614 (meters)                     GEOID18
 NO0242  DYNAMIC HEIGHT  -        996.926 (meters)     3270.75  (feet) COMP
 NO0242  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 NO0242
 NO0242  VERT ORDER      -  FIRST     CLASS II
 NO0242
 NO0242.The horizontal coordinates were scaled from a map and have
 NO0242.an estimated accuracy of +/- 6 seconds.
 NO0242
 NO0242.The orthometric height was determined by differential leveling and
 NO0242.adjusted by the NATIONAL GEODETIC SURVEY
 NO0242.in June 1994.
 NO0242
 NO0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0242.GEOID18 height accuracy estimate available here.
 NO0242
 NO0242.Click photographs - Photos may exist for this station.
 NO0242
 NO0242.The dynamic height is computed by dividing the NAVD 88
 NO0242.geopotential number by the normal gravity value computed on the
 NO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0242.degrees latitude (g = 980.6199 gals.).
 NO0242
 NO0242.The modeled gravity was interpolated from observed gravity values.
 NO0242
 NO0242;                    North         East    Units  Estimated Accuracy
 NO0242;SPC NE       -   261,990.      414,210.      MT  (+/- 180 meters Scaled)
 NO0242
 NO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM316726(NAD 83)
 NO0242
 NO0242                          SUPERSEDED SURVEY CONTROL
 NO0242
 NO0242  NGVD 29 (??/??/??)  997.12   (m)         3271.4    (f) RESET       3  
 NO0242  NGVD 29 (02/14/92)  997.123  (m)         3271.39   (f) ADJUSTED    1 2
 NO0242
 NO0242.Superseded values are not recommended for survey control.
 NO0242
 NO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0242.See file dsdata.pdf to determine how the superseded data were derived.
 NO0242
 NO0242_MARKER: DB = BENCH MARK DISK
 NO0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0242_STAMPING: S 21 RESET 1966
 NO0242_MARK LOGO: CGS
 NO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0242+STABILITY: SURFACE MOTION
 NO0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0242+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 NO0242
 NO0242  HISTORY     - Date     Condition        Report By
 NO0242  HISTORY     - 1966     MONUMENTED       NEDR
 NO0242  HISTORY     - 1983     GOOD             NEDR
 NO0242  HISTORY     - 19910814 GOOD             NGS
 NO0242
 NO0242                          STATION DESCRIPTION
 NO0242
 NO0242'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1966
 NO0242'10 MI N FROM MULLEN.
 NO0242'IN CHERRY COUNTY, ABOUT 10 MILES NORTH ALONG A BITUMINOUS
 NO0242'SAND SURFACE COURSE ROAD FROM MULLEN, HOOKER COUNTY, AT CHERRY
 NO0242'SCHOOL, 773 FEET NORTH FROM BEGINNING OF A 5 DEGREE CURVE
 NO0242'TO THE LEFT ON HIGHWAY, 43 FEET EAST OF THE CENTERLINE OF THE
 NO0242'HIGHWAY, 16.5 FEET NORTH OF THE NORTHWEST CORNER OF A BUILDING,
 NO0242'6 FEET SOUTH OF A TELEPHONE POLE, 0.5 FOOT EAST OF A TELEPHONE
 NO0242'LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NO0242
 NO0242                          STATION RECOVERY (1983)
 NO0242
 NO0242'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 NO0242'773' SOUTH FROM BEGINNING OF A CURVE TO THE LEFT ON HWY. 97, 44.5
 NO0242'EAST OF CENTERLINE OF HWY. 6' SOUTH OF A TELEPHONE POLE, 76' NORTH
 NO0242'AND 62.5' WEST OF AN ABANDONED WELL. 56' NORTH AND 40' WEST OF A 4'
 NO0242'PIPE PROJECTING 5' OUT OF GROUND.
 NO0242
 NO0242                          STATION RECOVERY (1991)
 NO0242
 NO0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0242'16.5 KM (10.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0242'OF STATE HIGHWAY 2 IN MULLEN, 20.7 M (67.9 FT) NORTHWEST OF A 4-INCH
 NO0242'METAL PIPE THAT PROJECTS 54-INCHES ABOVE THE GROUND, 13.8 M (45.3 FT)
 NO0242'EAST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 NO0242'HIGHWAY, 0.8 M (2.6 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 NO0242'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1401 ***********************************************************************
 MK1401  DESIGNATION -  S 210
 MK1401  PID         -  MK1401
 MK1401  STATE/COUNTY-  NE/PLATTE
 MK1401  COUNTRY     -  US
 MK1401  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1401
 MK1401                         *CURRENT SURVEY CONTROL
 MK1401  ______________________________________________________________________
 MK1401* NAD 83(1986) POSITION- 41 22 13.     (N) 097 32 10.     (W)   SCALED
 MK1401* NAVD 88 ORTHO HEIGHT -   458.632 (meters)     1504.70  (feet) ADJUSTED
 MK1401  ______________________________________________________________________
 MK1401  GEOID HEIGHT    -        -25.332 (meters)                     GEOID18
 MK1401  DYNAMIC HEIGHT  -        458.426 (meters)     1504.02  (feet) COMP
 MK1401  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 MK1401
 MK1401  VERT ORDER      -  FIRST     CLASS II
 MK1401
 MK1401.The horizontal coordinates were scaled from a map and have
 MK1401.an estimated accuracy of +/- 6 seconds.
 MK1401
 MK1401.The orthometric height was determined by differential leveling and
 MK1401.adjusted by the NATIONAL GEODETIC SURVEY
 MK1401.in June 1991.
 MK1401
 MK1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1401.GEOID18 height accuracy estimate available here.
 MK1401
 MK1401.Click photographs - Photos may exist for this station.
 MK1401
 MK1401.The dynamic height is computed by dividing the NAVD 88
 MK1401.geopotential number by the normal gravity value computed on the
 MK1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1401.degrees latitude (g = 980.6199 gals.).
 MK1401
 MK1401.The modeled gravity was interpolated from observed gravity values.
 MK1401
 MK1401;                    North         East    Units  Estimated Accuracy
 MK1401;SPC NE       -   173,580.      706,040.      MT  (+/- 180 meters Scaled)
 MK1401
 MK1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL224808(NAD 83)
 MK1401
 MK1401                          SUPERSEDED SURVEY CONTROL
 MK1401
 MK1401  NGVD 29 (??/??/92)  458.439  (m)         1504.06   (f) ADJ UNCH    1 2
 MK1401
 MK1401.Superseded values are not recommended for survey control.
 MK1401
 MK1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1401.See file dsdata.pdf to determine how the superseded data were derived.
 MK1401
 MK1401_MARKER: DB = BENCH MARK DISK
 MK1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1401_SP_SET: BRIDGE
 MK1401_STAMPING: S 210 1940
 MK1401_MARK LOGO: CGS
 MK1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1401
 MK1401  HISTORY     - Date     Condition        Report By
 MK1401  HISTORY     - 1940     MONUMENTED       CGS
 MK1401
 MK1401                          STATION DESCRIPTION
 MK1401
 MK1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1401'2.5 MI SW FROM DUNCAN.
 MK1401'2.53 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1401'DUNCAN.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1401'RR., 145 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 6.0
 MK1401'FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, B.M. IS SET FLUSH
 MK1401'AND HORIZONTALLY IN TOP OF SOUTH HEADWALL OF CONCRETE RR. BRIDGE
 MK1401'NO. 94.73, 1.8 FEET WEST OF EAST END OF BRIDGE.  NO 4 X 4 INCH
 MK1401'WOODEN POST WAS SET BECAUSE BRIDGE SERVES AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1377 ***********************************************************************
 MK1377  DESIGNATION -  S 211
 MK1377  PID         -  MK1377
 MK1377  STATE/COUNTY-  NE/MERRICK
 MK1377  COUNTRY     -  US
 MK1377  USGS QUAD   -  CLARKS (2017)
 MK1377
 MK1377                         *CURRENT SURVEY CONTROL
 MK1377  ______________________________________________________________________
 MK1377* NAD 83(1986) POSITION- 41 12 47.     (N) 097 50 27.     (W)   SCALED
 MK1377* NAVD 88 ORTHO HEIGHT -   494.794 (meters)     1623.34  (feet) ADJUSTED
 MK1377  ______________________________________________________________________
 MK1377  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 MK1377  DYNAMIC HEIGHT  -        494.557 (meters)     1622.56  (feet) COMP
 MK1377  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 MK1377
 MK1377  VERT ORDER      -  FIRST     CLASS II
 MK1377
 MK1377.The horizontal coordinates were scaled from a map and have
 MK1377.an estimated accuracy of +/- 6 seconds.
 MK1377
 MK1377.The orthometric height was determined by differential leveling and
 MK1377.adjusted by the NATIONAL GEODETIC SURVEY
 MK1377.in June 1991.
 MK1377
 MK1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1377.GEOID18 height accuracy estimate available here.
 MK1377
 MK1377.Click photographs - Photos may exist for this station.
 MK1377
 MK1377.The dynamic height is computed by dividing the NAVD 88
 MK1377.geopotential number by the normal gravity value computed on the
 MK1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1377.degrees latitude (g = 980.6199 gals.).
 MK1377
 MK1377.The modeled gravity was interpolated from observed gravity values.
 MK1377
 MK1377;                    North         East    Units  Estimated Accuracy
 MK1377;SPC NE       -   155,450.      681,000.      MT  (+/- 180 meters Scaled)
 MK1377
 MK1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL971630(NAD 83)
 MK1377
 MK1377                          SUPERSEDED SURVEY CONTROL
 MK1377
 MK1377  NGVD 29 (??/??/92)  494.585  (m)         1622.65   (f) ADJ UNCH    1 2
 MK1377
 MK1377.Superseded values are not recommended for survey control.
 MK1377
 MK1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1377.See file dsdata.pdf to determine how the superseded data were derived.
 MK1377
 MK1377_MARKER: DB = BENCH MARK DISK
 MK1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1377_STAMPING: S 211 1940
 MK1377_MARK LOGO: CGS
 MK1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1377+STABILITY: SURFACE MOTION
 MK1377
 MK1377  HISTORY     - Date     Condition        Report By
 MK1377  HISTORY     - 1940     MONUMENTED       CGS
 MK1377
 MK1377                          STATION DESCRIPTION
 MK1377
 MK1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1377'0.4 MI SW FROM CLARKS.
 MK1377'0.4 MILE SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1377'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1377'91 FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 53 FEET NORTH
 MK1377'OF CENTERLINE OF HIGHWAY, 11 FEET NORTHEAST OF MILEPOST NO. 114,
 MK1377'3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 1.8
 MK1377'FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1149 ***********************************************************************
 MK1149  DESIGNATION -  S 212
 MK1149  PID         -  MK1149
 MK1149  STATE/COUNTY-  NE/MADISON
 MK1149  COUNTRY     -  US
 MK1149  USGS QUAD   -  ENOLA (2017)
 MK1149
 MK1149                         *CURRENT SURVEY CONTROL
 MK1149  ______________________________________________________________________
 MK1149* NAD 83(1986) POSITION- 41 54 17.     (N) 097 27 50.     (W)   SCALED
 MK1149* NAVD 88 ORTHO HEIGHT -   514.918 (meters)     1689.36  (feet) ADJUSTED
 MK1149  ______________________________________________________________________
 MK1149  GEOID HEIGHT    -        -24.652 (meters)                     GEOID18
 MK1149  DYNAMIC HEIGHT  -        514.710 (meters)     1688.68  (feet) COMP
 MK1149  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 MK1149
 MK1149  VERT ORDER      -  FIRST     CLASS II
 MK1149
 MK1149.The horizontal coordinates were scaled from a map and have
 MK1149.an estimated accuracy of +/- 6 seconds.
 MK1149
 MK1149.The orthometric height was determined by differential leveling and
 MK1149.adjusted by the NATIONAL GEODETIC SURVEY
 MK1149.in June 1991.
 MK1149
 MK1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1149.GEOID18 height accuracy estimate available here.
 MK1149
 MK1149.Click photographs - Photos may exist for this station.
 MK1149
 MK1149.The dynamic height is computed by dividing the NAVD 88
 MK1149.geopotential number by the normal gravity value computed on the
 MK1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1149.degrees latitude (g = 980.6199 gals.).
 MK1149
 MK1149.The modeled gravity was interpolated from observed gravity values.
 MK1149
 MK1149;                    North         East    Units  Estimated Accuracy
 MK1149;SPC NE       -   233,060.      710,340.      MT  (+/- 180 meters Scaled)
 MK1149
 MK1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM274403(NAD 83)
 MK1149
 MK1149                          SUPERSEDED SURVEY CONTROL
 MK1149
 MK1149  NGVD 29 (??/??/92)  514.731  (m)         1688.75   (f) ADJ UNCH    1 2
 MK1149
 MK1149.Superseded values are not recommended for survey control.
 MK1149
 MK1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1149.See file dsdata.pdf to determine how the superseded data were derived.
 MK1149
 MK1149_MARKER: DB = BENCH MARK DISK
 MK1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1149_STAMPING: S 212 1940
 MK1149_MARK LOGO: CGS
 MK1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1149+STABILITY: SURFACE MOTION
 MK1149
 MK1149  HISTORY     - Date     Condition        Report By
 MK1149  HISTORY     - 1940     MONUMENTED       CGS
 MK1149
 MK1149                          STATION DESCRIPTION
 MK1149
 MK1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1149'AT ENOLA.
 MK1149'AT ENOLA.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1149'RR., 84 FEET SOUTH OF THE SOUTH END OF RR. STATION, 64 FEET
 MK1149'NORTHEAST OF THE CENTER OF INTERSECTION OF EAST-WEST ROAD AND
 MK1149'TRACK, 35 FEET EAST OF CENTERLINE OF TRACK, 4.7 FEET NORTH OF
 MK1149'TELEPHONE POLE, 3.2 FEET SOUTH OF 4X4 INCH WHITE WOODEN POST
 MK1149'PROJECTING 2.0 FEET, MONUMENT PROJECTS 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1139 ***********************************************************************
 NM1139  DESIGNATION -  S 213
 NM1139  PID         -  NM1139
 NM1139  STATE/COUNTY-  NE/MADISON
 NM1139  COUNTRY     -  US
 NM1139  USGS QUAD   -  NORFOLK (2017)
 NM1139
 NM1139                         *CURRENT SURVEY CONTROL
 NM1139  ______________________________________________________________________
 NM1139* NAD 83(1986) POSITION- 42 04 00.     (N) 097 25 36.     (W)   SCALED
 NM1139* NAVD 88 ORTHO HEIGHT -   467.774 (meters)     1534.69  (feet) ADJUSTED
 NM1139  ______________________________________________________________________
 NM1139  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 NM1139  DYNAMIC HEIGHT  -        467.591 (meters)     1534.09  (feet) COMP
 NM1139  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 NM1139
 NM1139  VERT ORDER      -  FIRST     CLASS II
 NM1139
 NM1139.The horizontal coordinates were scaled from a map and have
 NM1139.an estimated accuracy of +/- 6 seconds.
 NM1139
 NM1139.The orthometric height was determined by differential leveling and
 NM1139.adjusted by the NATIONAL GEODETIC SURVEY
 NM1139.in June 1991.
 NM1139
 NM1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1139.GEOID18 height accuracy estimate available here.
 NM1139
 NM1139.Click photographs - Photos may exist for this station.
 NM1139
 NM1139.The dynamic height is computed by dividing the NAVD 88
 NM1139.geopotential number by the normal gravity value computed on the
 NM1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1139.degrees latitude (g = 980.6199 gals.).
 NM1139
 NM1139.The modeled gravity was interpolated from observed gravity values.
 NM1139
 NM1139;                    North         East    Units  Estimated Accuracy
 NM1139;SPC NE       -   251,130.      712,890.      MT  (+/- 180 meters Scaled)
 NM1139
 NM1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM301583(NAD 83)
 NM1139
 NM1139                          SUPERSEDED SURVEY CONTROL
 NM1139
 NM1139  NGVD 29 (??/??/92)  467.591  (m)         1534.09   (f) ADJ UNCH    1 2
 NM1139
 NM1139.Superseded values are not recommended for survey control.
 NM1139
 NM1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1139.See file dsdata.pdf to determine how the superseded data were derived.
 NM1139
 NM1139_MARKER: DB = BENCH MARK DISK
 NM1139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1139_SP_SET: CULVERT HEADWALL
 NM1139_STAMPING: S 213 1940
 NM1139_MARK LOGO: CGS
 NM1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1139+STABILITY: SURFACE MOTION
 NM1139
 NM1139  HISTORY     - Date     Condition        Report By
 NM1139  HISTORY     - 1940     MONUMENTED       CGS
 NM1139
 NM1139                          STATION DESCRIPTION
 NM1139
 NM1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1139'2.5 MI NW FROM NORFOLK.
 NM1139'2.5 MILES NORTHWEST ALONG CHICAGO AND NORTH WESTERN RR. FROM
 NM1139'THE SEVENTH STREET RR. STATION AT NORFOLK.  ALONG U.S. HIGHWAY
 NM1139'NO. 81, 500 FEET EAST OF THE CENTERLINE OF THE CHICAGO AND
 NM1139'NORTH WESTERN RR, 18 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 NM1139'B.M. IS SET FLUSH AND HORIZONTALLY IN THE TOP OF THE WEST
 NM1139'HEADWALL OF A DOUBLE-PIPE HIGHWAY CULVERT.  NO 4 X 4 INCH
 NM1139'WOODEN POST WAS SET BECAUSE CULVERT SERVES AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1140 ***********************************************************************
 NM1140  DESIGNATION -  S 213 RESET
 NM1140  PID         -  NM1140
 NM1140  STATE/COUNTY-  NE/MADISON
 NM1140  COUNTRY     -  US
 NM1140  USGS QUAD   -  NORFOLK (2017)
 NM1140
 NM1140                         *CURRENT SURVEY CONTROL
 NM1140  ______________________________________________________________________
 NM1140* NAD 83(1986) POSITION- 42 04 00.     (N) 097 25 36.     (W)   SCALED
 NM1140* NAVD 88 ORTHO HEIGHT -   467.77  (meters)     1534.7   (feet) RESET
 NM1140  ______________________________________________________________________
 NM1140  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 NM1140  VERT ORDER      -  THIRD
 NM1140
 NM1140.The horizontal coordinates were scaled from a map and have
 NM1140.an estimated accuracy of +/- 6 seconds.
 NM1140
 NM1140.The orthometric height was computed from unverified reset data.
 NM1140
 NM1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1140.GEOID18 height accuracy estimate available here.
 NM1140
 NM1140.Click photographs - Photos may exist for this station.
 NM1140
 NM1140;                    North         East    Units  Estimated Accuracy
 NM1140;SPC NE       -   251,130.      712,890.      MT  (+/- 180 meters Scaled)
 NM1140
 NM1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM301583(NAD 83)
 NM1140
 NM1140                          SUPERSEDED SURVEY CONTROL
 NM1140
 NM1140  NGVD 29 (??/??/??)  467.59   (m)         1534.1    (f) RESET       3  
 NM1140
 NM1140.Superseded values are not recommended for survey control.
 NM1140
 NM1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1140.See file dsdata.pdf to determine how the superseded data were derived.
 NM1140
 NM1140_MARKER: DB = BENCH MARK DISK
 NM1140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1140_SP_SET: CULVERT HEADWALL
 NM1140_STAMPING: S 213 RESET 1955
 NM1140_MARK LOGO: CGS
 NM1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1140+STABILITY: SURFACE MOTION
 NM1140
 NM1140  HISTORY     - Date     Condition        Report By
 NM1140  HISTORY     - 1955     MONUMENTED       NEDR
 NM1140  HISTORY     - 1983     GOOD             LOCSUR
 NM1140  HISTORY     - 20110628 MARK NOT FOUND   GEOCAC
 NM1140
 NM1140                          STATION DESCRIPTION
 NM1140
 NM1140'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 NM1140'2.5 MI NW FROM NORFOLK.
 NM1140'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1140'FROM THE SEVENTH STREET STATION AT NORFOLK, MADISON COUNTY,
 NM1140'ABOUT 500 FEET EAST OF THE CENTERLINE OF THE TRACK, AT A
 NM1140'DOUBLE-PIPE CULVERT UNDER U.S. HIGHWAY 81 IN THE TOP OF THE
 NM1140'WEST HEADWALL AND 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 NM1140'A STANDARD DISK, STAMPED S 213 RESET 1955.
 NM1140
 NM1140                          STATION RECOVERY (1983)
 NM1140
 NM1140'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1140'RECOVERED IN GOOD CONDITION.
 NM1140
 NM1140                          STATION RECOVERY (2011)
 NM1140
 NM1140'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NM1140'MARK MAY BE BURIED UNDER DIRT OR ASPHALT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0177 ***********************************************************************
 NP0177  DESIGNATION -  S 214
 NP0177  PID         -  NP0177
 NP0177  STATE/COUNTY-  NE/SHERIDAN
 NP0177  COUNTRY     -  US
 NP0177  USGS QUAD   -  ANTIOCH (2017)
 NP0177
 NP0177                         *CURRENT SURVEY CONTROL
 NP0177  ______________________________________________________________________
 NP0177* NAD 83(1986) POSITION- 42 04 07.     (N) 102 36 32.     (W)   SCALED
 NP0177* NAVD 88 ORTHO HEIGHT -  1185.862 (meters)     3890.62  (feet) ADJUSTED
 NP0177  ______________________________________________________________________
 NP0177  GEOID HEIGHT    -        -18.821 (meters)                     GEOID18
 NP0177  DYNAMIC HEIGHT  -       1185.174 (meters)     3888.36  (feet) COMP
 NP0177  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 NP0177
 NP0177  VERT ORDER      -  SECOND    CLASS 0
 NP0177
 NP0177.The horizontal coordinates were scaled from a map and have
 NP0177.an estimated accuracy of +/- 6 seconds.
 NP0177
 NP0177.The orthometric height was determined by differential leveling and
 NP0177.adjusted by the NATIONAL GEODETIC SURVEY
 NP0177.in June 1991.
 NP0177
 NP0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0177.GEOID18 height accuracy estimate available here.
 NP0177
 NP0177.Click photographs - Photos may exist for this station.
 NP0177
 NP0177.The dynamic height is computed by dividing the NAVD 88
 NP0177.geopotential number by the normal gravity value computed on the
 NP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0177.degrees latitude (g = 980.6199 gals.).
 NP0177
 NP0177.The modeled gravity was interpolated from observed gravity values.
 NP0177
 NP0177;                    North         East    Units  Estimated Accuracy
 NP0177;SPC NE       -   251,430.      284,180.      MT  (+/- 180 meters Scaled)
 NP0177
 NP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG978601(NAD 83)
 NP0177
 NP0177                          SUPERSEDED SURVEY CONTROL
 NP0177
 NP0177  NGVD 29 (??/??/92) 1185.296  (m)         3888.76   (f) ADJ UNCH    2 0
 NP0177
 NP0177.Superseded values are not recommended for survey control.
 NP0177
 NP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0177.See file dsdata.pdf to determine how the superseded data were derived.
 NP0177
 NP0177_MARKER: DB = BENCH MARK DISK
 NP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0177_STAMPING: S 214 1940
 NP0177_MARK LOGO: CGS
 NP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0177+STABILITY: SURFACE MOTION
 NP0177
 NP0177  HISTORY     - Date     Condition        Report By
 NP0177  HISTORY     - 1940     MONUMENTED       CGS
 NP0177  HISTORY     - 1977     GOOD             BNRR
 NP0177  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0177
 NP0177                          STATION DESCRIPTION
 NP0177
 NP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0177'1.1 MI W FROM ANTIOCH.
 NP0177'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0177'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 240 FEET EAST OF AN
 NP0177'ANTIOCH SIGN 104 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2,
 NP0177'27 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.0 FEET WEST
 NP0177'OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.
 NP0177'A STANDARD DISK, STAMPED S 214 1940 AND SET IN THE TOP OF A
 NP0177'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0177
 NP0177                          STATION RECOVERY (1977)
 NP0177
 NP0177'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0177'RECOVERED IN GOOD CONDITION.
 NP0177
 NP0177                          STATION RECOVERY (2007)
 NP0177
 NP0177'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0177'THE CONCRETE MARK WAS FOUND FULLY EXPOSED LAYING HORIZONTAL NEAR THE
 NP0177'POINT OF DESCIPTION. THE BRASS CAP HAD BEEN REMOVED AND YOU COULD SEE
 NP0177'WHERE IT HAD BEEN CEMENTED INTO THE TOP OF THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0543 ***********************************************************************
 LF0543  DESIGNATION -  S 215
 LF0543  PID         -  LF0543
 LF0543  STATE/COUNTY-  NE/RICHARDSON
 LF0543  COUNTRY     -  US
 LF0543  USGS QUAD   -  HUMBOLDT SE (2017)
 LF0543
 LF0543                         *CURRENT SURVEY CONTROL
 LF0543  ______________________________________________________________________
 LF0543* NAD 83(1986) POSITION- 40 07 10.     (N) 095 48 43.     (W)   SCALED
 LF0543* NAVD 88 ORTHO HEIGHT -   288.876 (meters)      947.75  (feet) ADJUSTED
 LF0543  ______________________________________________________________________
 LF0543  GEOID HEIGHT    -        -29.960 (meters)                     GEOID18
 LF0543  DYNAMIC HEIGHT  -        288.713 (meters)      947.22  (feet) COMP
 LF0543  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 LF0543
 LF0543  VERT ORDER      -  SECOND    CLASS 0
 LF0543
 LF0543.The horizontal coordinates were scaled from a map and have
 LF0543.an estimated accuracy of +/- 6 seconds.
 LF0543
 LF0543.The orthometric height was determined by differential leveling and
 LF0543.adjusted by the NATIONAL GEODETIC SURVEY
 LF0543.in June 1991.
 LF0543
 LF0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0543.GEOID18 height accuracy estimate available here.
 LF0543
 LF0543.Click photographs - Photos may exist for this station.
 LF0543
 LF0543.The dynamic height is computed by dividing the NAVD 88
 LF0543.geopotential number by the normal gravity value computed on the
 LF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0543.degrees latitude (g = 980.6199 gals.).
 LF0543
 LF0543.The modeled gravity was interpolated from observed gravity values.
 LF0543
 LF0543;                    North         East    Units  Estimated Accuracy
 LF0543;SPC NE       -    40,410.      856,850.      MT  (+/- 180 meters Scaled)
 LF0543
 LF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE603448(NAD 83)
 LF0543
 LF0543                          SUPERSEDED SURVEY CONTROL
 LF0543
 LF0543  NGVD 29 (??/??/92)  288.790  (m)          947.47   (f) ADJ UNCH    2 0
 LF0543
 LF0543.Superseded values are not recommended for survey control.
 LF0543
 LF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0543.See file dsdata.pdf to determine how the superseded data were derived.
 LF0543
 LF0543_MARKER: DB = BENCH MARK DISK
 LF0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0543_SP_SET: BRIDGE
 LF0543_STAMPING: S 215 1945
 LF0543_MARK LOGO: CGS
 LF0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0543
 LF0543  HISTORY     - Date     Condition        Report By
 LF0543  HISTORY     - 1945     MONUMENTED       CGS
 LF0543  HISTORY     - 1981     GOOD             LOCSUR
 LF0543
 LF0543                          STATION DESCRIPTION
 LF0543
 LF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0543'1.1 MI SE FROM DAWSON.
 LF0543'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0543'RAILROAD FROM THE STATION AT DAWSON, 7 POLES NORTHWEST OF
 LF0543'MILEPOST 32, AT BRIDGE 32.24, IN THE TOP OF THE SOUTHWEST END
 LF0543'OF THE SOUTHEAST ABUTMENT, 9 FEET SOUTHWEST OF THE CENTERLINE
 LF0543'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON
 LF0543'BENCH-MARK DISK, STAMPED S 215 1945.
 LF0543
 LF0543                          STATION RECOVERY (1981)
 LF0543
 LF0543'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0158 ***********************************************************************
 NN0158  DESIGNATION -  S 216
 NN0158  PID         -  NN0158
 NN0158  STATE/COUNTY-  NE/HOLT
 NN0158  COUNTRY     -  US
 NN0158  USGS QUAD   -  EWING (2017)
 NN0158
 NN0158                         *CURRENT SURVEY CONTROL
 NN0158  ______________________________________________________________________
 NN0158* NAD 83(1986) POSITION- 42 20 08.     (N) 098 19 12.     (W)   SCALED
 NN0158* NAVD 88 ORTHO HEIGHT -   601.197 (meters)     1972.43  (feet) ADJUSTED
 NN0158  ______________________________________________________________________
 NN0158  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 NN0158  DYNAMIC HEIGHT  -        600.952 (meters)     1971.62  (feet) COMP
 NN0158  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 NN0158
 NN0158  VERT ORDER      -  FIRST     CLASS II
 NN0158
 NN0158.The horizontal coordinates were scaled from a map and have
 NN0158.an estimated accuracy of +/- 6 seconds.
 NN0158
 NN0158.The orthometric height was determined by differential leveling and
 NN0158.adjusted by the NATIONAL GEODETIC SURVEY
 NN0158.in June 1991.
 NN0158
 NN0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0158.GEOID18 height accuracy estimate available here.
 NN0158
 NN0158.Click photographs - Photos may exist for this station.
 NN0158
 NN0158.The dynamic height is computed by dividing the NAVD 88
 NN0158.geopotential number by the normal gravity value computed on the
 NN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0158.degrees latitude (g = 980.6199 gals.).
 NN0158
 NN0158.The modeled gravity was interpolated from observed gravity values.
 NN0158
 NN0158;                    North         East    Units  Estimated Accuracy
 NN0158;SPC NE       -   279,170.      638,410.      MT  (+/- 180 meters Scaled)
 NN0158
 NN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM560872(NAD 83)
 NN0158
 NN0158                          SUPERSEDED SURVEY CONTROL
 NN0158
 NN0158  NGVD 29 (??/??/92)  600.984  (m)         1971.73   (f) ADJ UNCH    1 2
 NN0158
 NN0158.Superseded values are not recommended for survey control.
 NN0158
 NN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0158.See file dsdata.pdf to determine how the superseded data were derived.
 NN0158
 NN0158_MARKER: DB = BENCH MARK DISK
 NN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0158_STAMPING: S 216 1946
 NN0158_MARK LOGO: CGS
 NN0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0158+STABILITY: SURFACE MOTION
 NN0158
 NN0158  HISTORY     - Date     Condition        Report By
 NN0158  HISTORY     - 1946     MONUMENTED       CGS
 NN0158  HISTORY     - 19940815 GOOD             NEDR
 NN0158
 NN0158                          STATION DESCRIPTION
 NN0158
 NN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0158'4.1 MI W FROM ORCHARD.
 NN0158'IN HOLT COUNTY, 4.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE
 NN0158'POST OFFICE AT ORCHARD, ANTELOPE COUNTY, AT THE INTERSECTION
 NN0158'OF A NORTH-AND-SOUTH DIRT ROAD, 41 FEET SOUTH OF THE CENTERLINE
 NN0158'OF THE HIGHWAY, 40 FEET WEST OF THE CENTERLINE OF THE DIRT
 NN0158'ROAD, 36 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL
 NN0158'OF A CULVERT, 7 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 NN0158'OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND
 NN0158'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 216
 NN0158'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NN0158'ABOVE GROUND.
 NN0158
 NN0158                          STATION RECOVERY (1994)
 NN0158
 NN0158'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0158'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0158'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE NEW
 NN0158'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7412 ***********************************************************************
 AA7412  DESIGNATION -  S 216 RESET
 AA7412  PID         -  AA7412
 AA7412  STATE/COUNTY-  NE/HOLT
 AA7412  COUNTRY     -  US
 AA7412  USGS QUAD   -  EWING (2017)
 AA7412
 AA7412                         *CURRENT SURVEY CONTROL
 AA7412  ______________________________________________________________________
 AA7412* NAD 83(1986) POSITION- 42 20 08.     (N) 098 19 12.     (W)   SCALED
 AA7412* NAVD 88 ORTHO HEIGHT -   601.40  (+/-2cm)     1973.1   (feet) VERTCON
 AA7412  ______________________________________________________________________
 AA7412  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AA7412  VERT ORDER      -  THIRD (See Below)
 AA7412
 AA7412.The horizontal coordinates were scaled from a map and have
 AA7412.an estimated accuracy of +/- 6 seconds.
 AA7412
 AA7412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7412
 AA7412.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7412.GEOID18 height accuracy estimate available here.
 AA7412
 AA7412.The vertical order pertains to the NGVD 29 superseded value.
 AA7412
 AA7412.Click photographs - Photos may exist for this station.
 AA7412
 AA7412;                    North         East    Units  Estimated Accuracy
 AA7412;SPC NE       -   279,170.      638,410.      MT  (+/- 180 meters Scaled)
 AA7412
 AA7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM560872(NAD 83)
 AA7412
 AA7412                          SUPERSEDED SURVEY CONTROL
 AA7412
 AA7412  NGVD 29 (01/31/13)  601.18   (m)         1972.4    (f) RESET       3  
 AA7412
 AA7412.Superseded values are not recommended for survey control.
 AA7412
 AA7412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7412.See file dsdata.pdf to determine how the superseded data were derived.
 AA7412
 AA7412_MARKER: DV = VERTICAL CONTROL DISK
 AA7412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7412_STAMPING: S 216 RESET 1994
 AA7412_MARK LOGO: NGS
 AA7412_PROJECTION: FLUSH
 AA7412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7412+STABILITY: SURFACE MOTION
 AA7412
 AA7412  HISTORY     - Date     Condition        Report By
 AA7412  HISTORY     - 1994     MONUMENTED       NEDR
 AA7412  HISTORY     - 20180419 MARK NOT FOUND   NEGS
 AA7412
 AA7412                          STATION DESCRIPTION
 AA7412
 AA7412'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7412'THE MARK IS LOCATED ABOUT 3.80 MI (6.12 KM) WEST FROM ORCHARD, ON
 AA7412'PUBLIC RIGHT-OF-WAY AND NEAR THE NORTHEAST CORNER OF SEC 11, T27N,
 AA7412'R9W. TO REACH THE MARK FROM THE POST OFFICE, IN ORCHARD, GO WEST ON
 AA7412'U.S. HIGHWAY 20 FOR 3.80 MI (6.12 KM) TO THE JUNCTION WITH A COUNTY
 AA7412'ROAD AND THE MARK ON THE LEFT, 208.51 M (684.09 FT) SOUTH ALONG THE
 AA7412'COUNTY ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7412'THAT IS FLUSH WITH THE GROUND AND IS 10.00 M (32.81 FT) WEST FROM THE
 AA7412'CENTERLINE OF THE COUNTY ROAD, 21.434 M (70.321 FT) WEST-NORTHWEST
 AA7412'FROM A NAIL AND WASHER IN A POWER POLE, 19.585 M (64.255 FT)
 AA7412'WEST-SOUTHWEST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST,
 AA7412'5.850 M (19.193 FT) NORTHEAST FROM A NAIL AND WASHER IN THE TOP OF A
 AA7412'FENCE POST AND 0.550 M (1.804 FT) EAST FROM A WITNESS POST.
 AA7412
 AA7412                          STATION RECOVERY (2018)
 AA7412
 AA7412'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AA7412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0194 ***********************************************************************
 NN0194  DESIGNATION -  S 217
 NN0194  PID         -  NN0194
 NN0194  STATE/COUNTY-  NE/HOLT
 NN0194  COUNTRY     -  US
 NN0194  USGS QUAD   -  O'NEILL (2017)
 NN0194
 NN0194                         *CURRENT SURVEY CONTROL
 NN0194  ______________________________________________________________________
 NN0194* NAD 83(1986) POSITION- 42 27 03.     (N) 098 37 40.     (W)   SCALED
 NN0194* NAVD 88 ORTHO HEIGHT -   601.402 (meters)     1973.10  (feet) ADJUSTED
 NN0194  ______________________________________________________________________
 NN0194  GEOID HEIGHT    -        -24.398 (meters)                     GEOID18
 NN0194  DYNAMIC HEIGHT  -        601.177 (meters)     1972.36  (feet) COMP
 NN0194  MODELED GRAVITY -    980,229.0   (mgal)                       NAVD 88
 NN0194
 NN0194  VERT ORDER      -  FIRST     CLASS II
 NN0194
 NN0194.The horizontal coordinates were scaled from a map and have
 NN0194.an estimated accuracy of +/- 6 seconds.
 NN0194
 NN0194.The orthometric height was determined by differential leveling and
 NN0194.adjusted by the NATIONAL GEODETIC SURVEY
 NN0194.in June 1991.
 NN0194
 NN0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0194.GEOID18 height accuracy estimate available here.
 NN0194
 NN0194.Click photographs - Photos may exist for this station.
 NN0194
 NN0194.The dynamic height is computed by dividing the NAVD 88
 NN0194.geopotential number by the normal gravity value computed on the
 NN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0194.degrees latitude (g = 980.6199 gals.).
 NN0194
 NN0194.The modeled gravity was interpolated from observed gravity values.
 NN0194
 NN0194;                    North         East    Units  Estimated Accuracy
 NN0194;SPC NE       -   291,520.      612,860.      MT  (+/- 180 meters Scaled)
 NN0194
 NN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM306999(NAD 83)
 NN0194
 NN0194                          SUPERSEDED SURVEY CONTROL
 NN0194
 NN0194  NGVD 29 (??/??/92)  601.207  (m)         1972.46   (f) ADJ UNCH    1 2
 NN0194
 NN0194.Superseded values are not recommended for survey control.
 NN0194
 NN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0194.See file dsdata.pdf to determine how the superseded data were derived.
 NN0194
 NN0194_MARKER: DB = BENCH MARK DISK
 NN0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0194_SP_SET: CULVERT
 NN0194_STAMPING: S 217 1946
 NN0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0194
 NN0194  HISTORY     - Date     Condition        Report By
 NN0194  HISTORY     - 1946     MONUMENTED       CGS
 NN0194
 NN0194                          STATION DESCRIPTION
 NN0194
 NN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0194'1.3 MI SE FROM O NEILL.
 NN0194'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM A POINT ONE BLOCK
 NN0194'SOUTH OF THE POST OFFICE AT O NEILL, HOLT COUNTY, AT THE
 NN0194'INTERSECTION OF A GRADED DIRT ROAD, 35 FEET NORTHEAST OF THE
 NN0194'CENTERLINE OF THE HIGHWAY, AT A TRIPLE PIPE CULVERT, IN THE TOP
 NN0194'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL, AND
 NN0194'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 217
 NN0194'1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0195 ***********************************************************************
 NN0195  DESIGNATION -  S 217 RESET
 NN0195  PID         -  NN0195
 NN0195  STATE/COUNTY-  NE/HOLT
 NN0195  COUNTRY     -  US
 NN0195  USGS QUAD   -  O'NEILL (2017)
 NN0195
 NN0195                         *CURRENT SURVEY CONTROL
 NN0195  ______________________________________________________________________
 NN0195* NAD 83(1986) POSITION- 42 27 03.     (N) 098 37 41.     (W)   SCALED
 NN0195* NAVD 88 ORTHO HEIGHT -   601.43  (meters)     1973.2   (feet) RESET
 NN0195  ______________________________________________________________________
 NN0195  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 NN0195  VERT ORDER      -  THIRD
 NN0195
 NN0195.The horizontal coordinates were scaled from a map and have
 NN0195.an estimated accuracy of +/- 6 seconds.
 NN0195
 NN0195.The orthometric height was computed from unverified reset data.
 NN0195
 NN0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0195.GEOID18 height accuracy estimate available here.
 NN0195
 NN0195.Click photographs - Photos may exist for this station.
 NN0195
 NN0195;                    North         East    Units  Estimated Accuracy
 NN0195;SPC NE       -   291,520.      612,830.      MT  (+/- 180 meters Scaled)
 NN0195
 NN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM305999(NAD 83)
 NN0195
 NN0195                          SUPERSEDED SURVEY CONTROL
 NN0195
 NN0195  NGVD 29 (??/??/??)  601.23   (m)         1972.5    (f) RESET       3  
 NN0195
 NN0195.Superseded values are not recommended for survey control.
 NN0195
 NN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0195.See file dsdata.pdf to determine how the superseded data were derived.
 NN0195
 NN0195_MARKER: DB = BENCH MARK DISK
 NN0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0195_SP_SET: CULVERT
 NN0195_STAMPING: S 217 RESET 1968
 NN0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0195
 NN0195  HISTORY     - Date     Condition        Report By
 NN0195  HISTORY     - 1968     MONUMENTED       NEDR
 NN0195
 NN0195                          STATION DESCRIPTION
 NN0195
 NN0195'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1968
 NN0195'1.3 MI SE FROM O NIELL.
 NN0195'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAYS 20 AND 275 FROM A
 NN0195'POINT ONE BLOCK SOUTH OF THE POST OFFICE AT O NIELL, AT THE
 NN0195'INTERSECTION OF A GRADED DIRT ROAD, 42.7 FEET NORTHEAST OF THE
 NN0195'CENTER LINE OF THE HIGHWAY, AT A TRIPLE PIPE CULVERT, IN THE
 NN0195'TOP OF THE CENTER OF THE NORTHEAST HEADWALL, ABOUT 1 FOOT LOWER
 NN0195'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0419 ***********************************************************************
 NN0419  DESIGNATION -  S 218
 NN0419  PID         -  NN0419
 NN0419  STATE/COUNTY-  NE/HOLT
 NN0419  COUNTRY     -  US
 NN0419  USGS QUAD   -  STUART NE (2017)
 NN0419
 NN0419                         *CURRENT SURVEY CONTROL
 NN0419  ______________________________________________________________________
 NN0419* NAD 83(1986) POSITION- 42 41 45.13   (N) 099 06 29.68   (W)   HD_HELD1
 NN0419* NAVD 88 ORTHO HEIGHT -   642.125 (meters)     2106.71  (feet) ADJUSTED
 NN0419  ______________________________________________________________________
 NN0419  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 NN0419  DYNAMIC HEIGHT  -        641.881 (meters)     2105.90  (feet) COMP
 NN0419  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 NN0419
 NN0419  VERT ORDER      -  SECOND    CLASS 0
 NN0419
 NN0419.The horizontal coordinates were determined by differentially corrected
 NN0419.hand held GPS observations or other comparable positioning techniques
 NN0419.and have an estimated accuracy of +/- 3 meters.
 NN0419
 NN0419.The orthometric height was determined by differential leveling and
 NN0419.adjusted by the NATIONAL GEODETIC SURVEY
 NN0419.in June 1991.
 NN0419
 NN0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0419.GEOID18 height accuracy estimate available here.
 NN0419
 NN0419.Click photographs - Photos may exist for this station.
 NN0419
 NN0419.The dynamic height is computed by dividing the NAVD 88
 NN0419.geopotential number by the normal gravity value computed on the
 NN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0419.degrees latitude (g = 980.6199 gals.).
 NN0419
 NN0419.The modeled gravity was interpolated from observed gravity values.
 NN0419
 NN0419;                    North         East    Units  Estimated Accuracy
 NN0419;SPC NE       -   318,214.4     573,061.8     MT  (+/- 3 meters HH1 GPS) 
 NN0419
 NN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9113327048(NAD 83)
 NN0419
 NN0419                          SUPERSEDED SURVEY CONTROL
 NN0419
 NN0419  NGVD 29 (??/??/92)  641.885  (m)         2105.92   (f) ADJ UNCH    2 0
 NN0419
 NN0419.Superseded values are not recommended for survey control.
 NN0419
 NN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0419.See file dsdata.pdf to determine how the superseded data were derived.
 NN0419
 NN0419_MARKER: DB = BENCH MARK DISK
 NN0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0419_STAMPING: S 218 1946
 NN0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0419+STABILITY: SURFACE MOTION
 NN0419
 NN0419  HISTORY     - Date     Condition        Report By
 NN0419  HISTORY     - 1946     MONUMENTED       CGS
 NN0419
 NN0419                          STATION DESCRIPTION
 NN0419
 NN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0419'10.1 MI N FROM STUART.
 NN0419'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0419'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0419'NO. 20, THENCE NORTH 7.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0419'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0419'A DIRT T ROAD LEADING EAST, 54.0 FEET EAST OF AND ABOUT 1.0 FOOT
 NN0419'HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 22.0 FEET
 NN0419'NORTH OF THE CENTER LINE OF THE T ROAD, 10.5 FEET EAST OF A
 NN0419'FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST OF A
 NN0419'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED S 218 1946 SET IN
 NN0419'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0419'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0343 ***********************************************************************
 NN0343  DESIGNATION -  S 219
 NN0343  PID         -  NN0343
 NN0343  STATE/COUNTY-  NE/HOLT
 NN0343  COUNTRY     -  US
 NN0343  USGS QUAD   -  STUART (2017)
 NN0343
 NN0343                         *CURRENT SURVEY CONTROL
 NN0343  ______________________________________________________________________
 NN0343* NAD 83(1986) POSITION- 42 35 39.     (N) 099 09 38.     (W)   SCALED
 NN0343* NAVD 88 ORTHO HEIGHT -   657.250 (meters)     2156.33  (feet) ADJUSTED
 NN0343  ______________________________________________________________________
 NN0343  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 NN0343  DYNAMIC HEIGHT  -        656.993 (meters)     2155.48  (feet) COMP
 NN0343  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 NN0343
 NN0343  VERT ORDER      -  FIRST     CLASS II
 NN0343
 NN0343.The horizontal coordinates were scaled from a map and have
 NN0343.an estimated accuracy of +/- 6 seconds.
 NN0343
 NN0343.The orthometric height was determined by differential leveling and
 NN0343.adjusted by the NATIONAL GEODETIC SURVEY
 NN0343.in June 1991.
 NN0343
 NN0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0343.GEOID18 height accuracy estimate available here.
 NN0343
 NN0343.Click photographs - Photos may exist for this station.
 NN0343
 NN0343.The dynamic height is computed by dividing the NAVD 88
 NN0343.geopotential number by the normal gravity value computed on the
 NN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0343.degrees latitude (g = 980.6199 gals.).
 NN0343
 NN0343.The modeled gravity was interpolated from observed gravity values.
 NN0343
 NN0343;                    North         East    Units  Estimated Accuracy
 NN0343;SPC NE       -   306,880.      568,890.      MT  (+/- 180 meters Scaled)
 NN0343
 NN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN868157(NAD 83)
 NN0343
 NN0343                          SUPERSEDED SURVEY CONTROL
 NN0343
 NN0343  NGVD 29 (??/??/92)  657.018  (m)         2155.57   (f) ADJ UNCH    1 2
 NN0343
 NN0343.Superseded values are not recommended for survey control.
 NN0343
 NN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0343.See file dsdata.pdf to determine how the superseded data were derived.
 NN0343
 NN0343_MARKER: DB = BENCH MARK DISK
 NN0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0343_STAMPING: S 219 1946
 NN0343_MARK LOGO: CGS
 NN0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0343+STABILITY: SURFACE MOTION
 NN0343
 NN0343  HISTORY     - Date     Condition        Report By
 NN0343  HISTORY     - 1946     MONUMENTED       CGS
 NN0343  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0343
 NN0343                          STATION DESCRIPTION
 NN0343
 NN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0343'0.3 MI S FROM STUART.
 NN0343'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0343'HOLT COUNTY, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0343'SOUTHEAST CORNER OF A FARM SHELTER BELT, 48.5 FEET NORTH OF THE
 NN0343'CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF THE WEST END OF A BOARD
 NN0343'GATE, 3 FEET SOUTHEAST OF A POLE, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0343'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 NN0343'HIGHWAY.  A STANDARD DISK, STAMPED S 219 1946 AND SET IN THE TOP
 NN0343'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0343
 NN0343                          STATION RECOVERY (1982)
 NN0343
 NN0343'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0345 ***********************************************************************
 NN0345  DESIGNATION -  S 219 RESET
 NN0345  PID         -  NN0345
 NN0345  STATE/COUNTY-  NE/HOLT
 NN0345  COUNTRY     -  US
 NN0345  USGS QUAD   -  STUART (2017)
 NN0345
 NN0345                         *CURRENT SURVEY CONTROL
 NN0345  ______________________________________________________________________
 NN0345* NAD 83(1986) POSITION- 42 35 39.     (N) 099 09 38.     (W)   SCALED
 NN0345* NAVD 88 ORTHO HEIGHT -   657.04  (+/-2cm)     2155.6   (feet) VERTCON
 NN0345  ______________________________________________________________________
 NN0345  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 NN0345  VERT ORDER      -  THIRD (See Below)
 NN0345
 NN0345.The horizontal coordinates were scaled from a map and have
 NN0345.an estimated accuracy of +/- 6 seconds.
 NN0345
 NN0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0345
 NN0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0345.GEOID18 height accuracy estimate available here.
 NN0345
 NN0345.The vertical order pertains to the NGVD 29 superseded value.
 NN0345
 NN0345.Click photographs - Photos may exist for this station.
 NN0345
 NN0345;                    North         East    Units  Estimated Accuracy
 NN0345;SPC NE       -   306,880.      568,890.      MT  (+/- 180 meters Scaled)
 NN0345
 NN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN868157(NAD 83)
 NN0345
 NN0345                          SUPERSEDED SURVEY CONTROL
 NN0345
 NN0345  NGVD 29 (01/31/13)  656.81   (m)         2154.9    (f) RESET       3  
 NN0345
 NN0345.Superseded values are not recommended for survey control.
 NN0345
 NN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0345.See file dsdata.pdf to determine how the superseded data were derived.
 NN0345
 NN0345_MARKER: DV = VERTICAL CONTROL DISK
 NN0345_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0345+WITH SETTING: INTO GROUND
 NN0345_STAMPING: S 219 RESET 1976
 NN0345_MARK LOGO: NGS
 NN0345_PROJECTION: FLUSH
 NN0345_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0345
 NN0345  HISTORY     - Date     Condition        Report By
 NN0345  HISTORY     - 1976     MONUMENTED       NGS
 NN0345
 NN0345                          STATION DESCRIPTION
 NN0345
 NN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0345'1.2 MI SW FROM STUART.
 NN0345'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0345'HOLT COUNTY, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY 20, 71.8
 NN0345'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 13 FEET EAST OF A
 NN0345'NORTH-SOUTH FENCELING, 1 FOOT NORTH OF A METAL WITNESS POST AND AT
 NN0345'THE NORTHWEST CORNER OF A GROVE OF TREES.  A STANDARD DISK STAMPED,
 NN0345'S 219 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0345'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM , ENCASED IN A TILE
 NN0345'WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0155 ***********************************************************************
 MM0155  DESIGNATION -  S 22
 MM0155  PID         -  MM0155
 MM0155  STATE/COUNTY-  NE/MCPHERSON
 MM0155  COUNTRY     -  US
 MM0155  USGS QUAD   -  TRYON (2017)
 MM0155
 MM0155                         *CURRENT SURVEY CONTROL
 MM0155  ______________________________________________________________________
 MM0155* NAD 83(1986) POSITION- 41 33 10.     (N) 100 57 26.     (W)   SCALED
 MM0155* NAVD 88 ORTHO HEIGHT -   995.967 (meters)     3267.60  (feet) ADJUSTED
 MM0155  ______________________________________________________________________
 MM0155  GEOID HEIGHT    -        -21.588 (meters)                     GEOID18
 MM0155  DYNAMIC HEIGHT  -        995.373 (meters)     3265.65  (feet) COMP
 MM0155  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 MM0155
 MM0155  VERT ORDER      -  FIRST     CLASS II
 MM0155
 MM0155.The horizontal coordinates were scaled from a map and have
 MM0155.an estimated accuracy of +/- 6 seconds.
 MM0155
 MM0155.The orthometric height was determined by differential leveling and
 MM0155.adjusted by the NATIONAL GEODETIC SURVEY
 MM0155.in June 1991.
 MM0155
 MM0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0155.GEOID18 height accuracy estimate available here.
 MM0155
 MM0155.Click photographs - Photos may exist for this station.
 MM0155
 MM0155.The dynamic height is computed by dividing the NAVD 88
 MM0155.geopotential number by the normal gravity value computed on the
 MM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0155.degrees latitude (g = 980.6199 gals.).
 MM0155
 MM0155.The modeled gravity was interpolated from observed gravity values.
 MM0155
 MM0155;                    North         East    Units  Estimated Accuracy
 MM0155;SPC NE       -   191,340.      420,170.      MT  (+/- 180 meters Scaled)
 MM0155
 MM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM367019(NAD 83)
 MM0155
 MM0155                          SUPERSEDED SURVEY CONTROL
 MM0155
 MM0155  NGVD 29 (02/14/92)  995.595  (m)         3266.38   (f) ADJUSTED    1 2
 MM0155  NGVD 29 (??/??/87)  995.597  (m)         3266.39   (f) SUPERSEDED  1 2
 MM0155
 MM0155.Superseded values are not recommended for survey control.
 MM0155
 MM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0155.See file dsdata.pdf to determine how the superseded data were derived.
 MM0155
 MM0155_MARKER: DB = BENCH MARK DISK
 MM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0155_STAMPING: S 22 1933 3266.388
 MM0155_MARK LOGO: CGS
 MM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0155+STABILITY: SURFACE MOTION
 MM0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0155+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2015
 MM0155
 MM0155  HISTORY     - Date     Condition        Report By
 MM0155  HISTORY     - 1933     MONUMENTED       CGS
 MM0155  HISTORY     - 19910820 GOOD             NGS
 MM0155  HISTORY     - 20150610 GOOD             NEGS
 MM0155
 MM0155                          STATION DESCRIPTION
 MM0155
 MM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0155'AT TRYON.
 MM0155'AT TRYON, MC PHERSON COUNTY, 20.7 FEET NORTH OF THE NORTHWEST
 MM0155'CORNER OF THE COUNTY COURTHOUSE, 15 YARDS SOUTH OF THE CENTERLINE
 MM0155'OF THE EAST-AND-WEST STREET, 22 FEET SOUTH OF A FENCE, AND AT
 MM0155'THE WEST LINE OF THE COURTHOUSE BUILDINGS.  A STANDARD DISK,
 MM0155'STAMPED 3266.388 S 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0155'PROJECTING 3 INCHES ABOVE GROUND.
 MM0155
 MM0155                          STATION RECOVERY (1991)
 MM0155
 MM0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0155'IN TRYON, AT THE INTERSECTION OF STATE HIGHWAY 97 AND ANDERSON
 MM0155'STREET, 39.4 M (129.3 FT) WEST OF THE CENTER OF THE STREET, 14.7 M
 MM0155'(48.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT)
 MM0155'NORTH OF THE NORTHWEST CORNER OF THE COUNTY COURTHOUSE, 1.0 M (3.3
 MM0155'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.02
 MM0155'M (0.07 FT) BELOW THE GROUND SURFACE.
 MM0155
 MM0155                          STATION RECOVERY (2015)
 MM0155
 MM0155'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (RF)
 MM0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0388 ***********************************************************************
 NN0388  DESIGNATION -  S 220
 NN0388  PID         -  NN0388
 NN0388  STATE/COUNTY-  NE/KEYA PAHA
 NN0388  COUNTRY     -  US
 NN0388  USGS QUAD   -  JAMISON (2017)
 NN0388
 NN0388                         *CURRENT SURVEY CONTROL
 NN0388  ______________________________________________________________________
 NN0388* NAD 83(1986) POSITION- 42 53 00.92   (N) 099 19 32.60   (W)   HD_HELD1
 NN0388* NAVD 88 ORTHO HEIGHT -   610.513 (meters)     2002.99  (feet) ADJUSTED
 NN0388  ______________________________________________________________________
 NN0388  GEOID HEIGHT    -        -24.665 (meters)                     GEOID18
 NN0388  DYNAMIC HEIGHT  -        610.286 (meters)     2002.25  (feet) COMP
 NN0388  MODELED GRAVITY -    980,228.6   (mgal)                       NAVD 88
 NN0388
 NN0388  VERT ORDER      -  SECOND    CLASS 0
 NN0388
 NN0388.The horizontal coordinates were determined by differentially corrected
 NN0388.hand held GPS observations or other comparable positioning techniques
 NN0388.and have an estimated accuracy of +/- 3 meters.
 NN0388
 NN0388.The orthometric height was determined by differential leveling and
 NN0388.adjusted by the NATIONAL GEODETIC SURVEY
 NN0388.in June 1991.
 NN0388
 NN0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0388.GEOID18 height accuracy estimate available here.
 NN0388
 NN0388.Click photographs - Photos may exist for this station.
 NN0388
 NN0388.The dynamic height is computed by dividing the NAVD 88
 NN0388.geopotential number by the normal gravity value computed on the
 NN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0388.degrees latitude (g = 980.6199 gals.).
 NN0388
 NN0388.The modeled gravity was interpolated from observed gravity values.
 NN0388
 NN0388;                    North         East    Units  Estimated Accuracy
 NN0388;SPC NE       -   338,904.1     555,081.6     MT  (+/- 3 meters HH1 GPS) 
 NN0388
 NN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7340047939(NAD 83)
 NN0388
 NN0388                          SUPERSEDED SURVEY CONTROL
 NN0388
 NN0388  NGVD 29 (??/??/92)  610.235  (m)         2002.08   (f) ADJ UNCH    2 0
 NN0388
 NN0388.Superseded values are not recommended for survey control.
 NN0388
 NN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0388.See file dsdata.pdf to determine how the superseded data were derived.
 NN0388
 NN0388_MARKER: DB = BENCH MARK DISK
 NN0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0388_STAMPING: S 220 1946
 NN0388_MARK LOGO: CGS
 NN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0388+STABILITY: SURFACE MOTION
 NN0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0388+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 NN0388
 NN0388  HISTORY     - Date     Condition        Report By
 NN0388  HISTORY     - 1946     MONUMENTED       CGS
 NN0388  HISTORY     - 20141210 GOOD             INDIV
 NN0388
 NN0388                          STATION DESCRIPTION
 NN0388
 NN0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0388'4.5 MI SE FROM BROCKSBURG.
 NN0388'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0388'ALONG A GRADED DIRT ROAD, THENCE EAST 0.5 MILE ALONG A GRADED
 NN0388'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 200 YARDS
 NN0388'NORTHWEST OF A FARMHOUSE, 27.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 NN0388'HIGHER THAN THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF A
 NN0388'FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A
 NN0388'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED S 220 1946 SET
 NN0388'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 NN0388'ABOVE GROUND.
 NN0388
 NN0388                          STATION RECOVERY (2014)
 NN0388
 NN0388'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0388'FOUND IN GOOD CONDITION, 3.7 FT. NORTH OF BOTTOM CARSONITE WITNESS,
 NN0388'FARMHOUSE IS GONE, 1.0 FT. EAST OF 4 IN. X 4 IN. MARKER POST, 3 IN.
 NN0388'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1258 ***********************************************************************
 NM1258  DESIGNATION -  S 221
 NM1258  PID         -  NM1258
 NM1258  STATE/COUNTY-  NE/PIERCE
 NM1258  COUNTRY     -  US
 NM1258  USGS QUAD   -  PLAINVIEW (2017)
 NM1258
 NM1258                         *CURRENT SURVEY CONTROL
 NM1258  ______________________________________________________________________
 NM1258* NAD 83(1986) POSITION- 42 20 31.     (N) 097 47 10.     (W)   SCALED
 NM1258* NAVD 88 ORTHO HEIGHT -   510.402 (meters)     1674.54  (feet) ADJUSTED
 NM1258  ______________________________________________________________________
 NM1258  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 NM1258  DYNAMIC HEIGHT  -        510.212 (meters)     1673.92  (feet) COMP
 NM1258  MODELED GRAVITY -    980,234.7   (mgal)                       NAVD 88
 NM1258
 NM1258  VERT ORDER      -  FIRST     CLASS II
 NM1258
 NM1258.The horizontal coordinates were scaled from a map and have
 NM1258.an estimated accuracy of +/- 6 seconds.
 NM1258
 NM1258.The orthometric height was determined by differential leveling and
 NM1258.adjusted by the NATIONAL GEODETIC SURVEY
 NM1258.in June 1991.
 NM1258
 NM1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1258.GEOID18 height accuracy estimate available here.
 NM1258
 NM1258.Click photographs - Photos may exist for this station.
 NM1258
 NM1258.The dynamic height is computed by dividing the NAVD 88
 NM1258.geopotential number by the normal gravity value computed on the
 NM1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1258.degrees latitude (g = 980.6199 gals.).
 NM1258
 NM1258.The modeled gravity was interpolated from observed gravity values.
 NM1258
 NM1258;                    North         East    Units  Estimated Accuracy
 NM1258;SPC NE       -   280,870.      682,370.      MT  (+/- 180 meters Scaled)
 NM1258
 NM1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM999884(NAD 83)
 NM1258
 NM1258                          SUPERSEDED SURVEY CONTROL
 NM1258
 NM1258  NGVD 29 (??/??/92)  510.216  (m)         1673.93   (f) ADJ UNCH    1 2
 NM1258
 NM1258.Superseded values are not recommended for survey control.
 NM1258
 NM1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1258.See file dsdata.pdf to determine how the superseded data were derived.
 NM1258
 NM1258_MARKER: DB = BENCH MARK DISK
 NM1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1258_STAMPING: S 221 1946
 NM1258_MARK LOGO: CGS
 NM1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1258+STABILITY: SURFACE MOTION
 NM1258
 NM1258  HISTORY     - Date     Condition        Report By
 NM1258  HISTORY     - 1946     MONUMENTED       CGS
 NM1258  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1258
 NM1258                          STATION DESCRIPTION
 NM1258
 NM1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1258'1 MI SE FROM PLAINVIEW.
 NM1258'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 NM1258'U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, 42 FEET SOUTHWEST
 NM1258'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A NORTH-AND-SOUTH
 NM1258'FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN LINE
 NM1258'WITH THE RIGHT-OF-WAY FENCE, AND 1-1/2 FEET LOWER THAN THE
 NM1258'HIGHWAY.  A STANDARD DISK, STAMPED S 221 1946 AND SET IN THE TOP
 NM1258'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM1258
 NM1258                          STATION RECOVERY (1999)
 NM1258
 NM1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1258'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0155 ***********************************************************************
 NN0155  DESIGNATION -  S 222
 NN0155  PID         -  NN0155
 NN0155  STATE/COUNTY-  NE/ANTELOPE
 NN0155  COUNTRY     -  US
 NN0155  USGS QUAD   -  EWING (2017)
 NN0155
 NN0155                         *CURRENT SURVEY CONTROL
 NN0155  ______________________________________________________________________
 NN0155* NAD 83(1986) POSITION- 42 20 06.     (N) 098 15 43.     (W)   SCALED
 NN0155* NAVD 88 ORTHO HEIGHT -   600.127 (meters)     1968.92  (feet) ADJUSTED
 NN0155  ______________________________________________________________________
 NN0155  GEOID HEIGHT    -        -24.853 (meters)                     GEOID18
 NN0155  DYNAMIC HEIGHT  -        599.881 (meters)     1968.11  (feet) COMP
 NN0155  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 NN0155
 NN0155  VERT ORDER      -  FIRST     CLASS II
 NN0155
 NN0155.The horizontal coordinates were scaled from a map and have
 NN0155.an estimated accuracy of +/- 6 seconds.
 NN0155
 NN0155.The orthometric height was determined by differential leveling and
 NN0155.adjusted by the NATIONAL GEODETIC SURVEY
 NN0155.in June 1991.
 NN0155
 NN0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0155.GEOID18 height accuracy estimate available here.
 NN0155
 NN0155.Click photographs - Photos may exist for this station.
 NN0155
 NN0155.The dynamic height is computed by dividing the NAVD 88
 NN0155.geopotential number by the normal gravity value computed on the
 NN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0155.degrees latitude (g = 980.6199 gals.).
 NN0155
 NN0155.The modeled gravity was interpolated from observed gravity values.
 NN0155
 NN0155;                    North         East    Units  Estimated Accuracy
 NN0155;SPC NE       -   279,200.      643,200.      MT  (+/- 180 meters Scaled)
 NN0155
 NN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM608872(NAD 83)
 NN0155
 NN0155                          SUPERSEDED SURVEY CONTROL
 NN0155
 NN0155  NGVD 29 (??/??/92)  599.912  (m)         1968.21   (f) ADJ UNCH    1 2
 NN0155
 NN0155.Superseded values are not recommended for survey control.
 NN0155
 NN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0155.See file dsdata.pdf to determine how the superseded data were derived.
 NN0155
 NN0155_MARKER: DB = BENCH MARK DISK
 NN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0155_STAMPING: S 222 1946
 NN0155_MARK LOGO: CGS
 NN0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0155+STABILITY: SURFACE MOTION
 NN0155
 NN0155  HISTORY     - Date     Condition        Report By
 NN0155  HISTORY     - 1946     MONUMENTED       CGS
 NN0155  HISTORY     - 19940815 GOOD             NEDR
 NN0155
 NN0155                          STATION DESCRIPTION
 NN0155
 NN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0155'1.1 MI W FROM ORCHARD.
 NN0155'1.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0155'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0155'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 102 FEET SOUTH OF
 NN0155'THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE OF
 NN0155'THE DIRT ROAD, 65 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER,
 NN0155'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0155'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 222 1946 AND SET
 NN0155'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0155
 NN0155                          STATION RECOVERY (1994)
 NN0155
 NN0155'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0155'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0155'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE RESET
 NN0155'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7410 ***********************************************************************
 AA7410  DESIGNATION -  S 222 RESET
 AA7410  PID         -  AA7410
 AA7410  STATE/COUNTY-  NE/ANTELOPE
 AA7410  COUNTRY     -  US
 AA7410  USGS QUAD   -  EWING (2017)
 AA7410
 AA7410                         *CURRENT SURVEY CONTROL
 AA7410  ______________________________________________________________________
 AA7410* NAD 83(1986) POSITION- 42 20 06.     (N) 098 15 43.     (W)   SCALED
 AA7410* NAVD 88 ORTHO HEIGHT -   601.82  (+/-2cm)     1974.5   (feet) VERTCON
 AA7410  ______________________________________________________________________
 AA7410  GEOID HEIGHT    -        -24.853 (meters)                     GEOID18
 AA7410  VERT ORDER      -  THIRD (See Below)
 AA7410
 AA7410.The horizontal coordinates were scaled from a map and have
 AA7410.an estimated accuracy of +/- 6 seconds.
 AA7410
 AA7410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7410
 AA7410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7410.GEOID18 height accuracy estimate available here.
 AA7410
 AA7410.The vertical order pertains to the NGVD 29 superseded value.
 AA7410
 AA7410.Click photographs - Photos may exist for this station.
 AA7410
 AA7410;                    North         East    Units  Estimated Accuracy
 AA7410;SPC NE       -   279,200.      643,200.      MT  (+/- 180 meters Scaled)
 AA7410
 AA7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM608872(NAD 83)
 AA7410
 AA7410                          SUPERSEDED SURVEY CONTROL
 AA7410
 AA7410  NGVD 29 (01/31/13)  601.60   (m)         1973.7    (f) RESET       3  
 AA7410
 AA7410.Superseded values are not recommended for survey control.
 AA7410
 AA7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7410.See file dsdata.pdf to determine how the superseded data were derived.
 AA7410
 AA7410_MARKER: DV = VERTICAL CONTROL DISK
 AA7410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7410_STAMPING: S 222 RESET 1994
 AA7410_MARK LOGO: NGS
 AA7410_PROJECTION: RECESSED 10 CENTIMETERS
 AA7410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7410+STABILITY: SURFACE MOTION
 AA7410
 AA7410  HISTORY     - Date     Condition        Report By
 AA7410  HISTORY     - 1994     MONUMENTED       NEDR
 AA7410  HISTORY     - 20180419 MARK NOT FOUND   NEGS
 AA7410
 AA7410                          STATION DESCRIPTION
 AA7410
 AA7410'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7410'THE MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) WEST FROM ORCHARD, ON
 AA7410'PUBLIC RIGHT-OF-WAY AND NEAR THE NORTHEAST CORNER OF SEC 8, T27N, R8W.
 AA7410'TO REACH THE MARK FROM THE POST OFFICE, IN ORCHARD, GO WEST ON U.S.
 AA7410'HIGHWAY 20 FOR 0.95 MI (1.53 KM) TO THE JUNCTION WITH A GRAVELED
 AA7410'COUNTY ROAD AND THE MARK ON THE LEFT, 125.58 M (412.01 FT) SOUTH ALONG
 AA7410'THE COUNTY ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7410'THAT IS RECESSED 0.10 M (0.33 FT) BELOW THE GROUND SURFACE AND IS 7.80
 AA7410'M (25.59 FT) WEST FROM THE CENTERLINE OF THE COUNTY ROAD, 0.67 M (2.20
 AA7410'FT) EAST FROM A WITNESS POST, 17.310 M (56.791 FT) SOUTHWEST FROM A
 AA7410'NAIL AND WASHER IN A FENCE POST, 16.930 M (55.545 FT) NORTHWEST FROM A
 AA7410'NAIL AND WASHER IN A FENCE POST AND 15.392 M (50.499 FT)
 AA7410'WEST-NORTHWEST FROM A NAIL AND WASHER IN A FENCE POST.
 AA7410
 AA7410                          STATION RECOVERY (2018)
 AA7410
 AA7410'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AA7410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0402 ***********************************************************************
 NN0402  DESIGNATION -  S 223
 NN0402  PID         -  NN0402
 NN0402  STATE/COUNTY-  NE/BOYD
 NN0402  COUNTRY     -  US
 NN0402  USGS QUAD   -  DUSTIN (2017)
 NN0402
 NN0402                         *CURRENT SURVEY CONTROL
 NN0402  ______________________________________________________________________
 NN0402* NAD 83(1986) POSITION- 42 52 11.92   (N) 099 07 09.83   (W)   HD_HELD1
 NN0402* NAVD 88 ORTHO HEIGHT -   564.641 (meters)     1852.49  (feet) ADJUSTED
 NN0402  ______________________________________________________________________
 NN0402  GEOID HEIGHT    -        -25.004 (meters)                     GEOID18
 NN0402  DYNAMIC HEIGHT  -        564.433 (meters)     1851.81  (feet) COMP
 NN0402  MODELED GRAVITY -    980,236.0   (mgal)                       NAVD 88
 NN0402
 NN0402  VERT ORDER      -  SECOND    CLASS 0
 NN0402
 NN0402.The horizontal coordinates were determined by differentially corrected
 NN0402.hand held GPS observations or other comparable positioning techniques
 NN0402.and have an estimated accuracy of +/- 3 meters.
 NN0402
 NN0402.The orthometric height was determined by differential leveling and
 NN0402.adjusted by the NATIONAL GEODETIC SURVEY
 NN0402.in June 1991.
 NN0402
 NN0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0402.GEOID18 height accuracy estimate available here.
 NN0402
 NN0402.Click photographs - Photos may exist for this station.
 NN0402
 NN0402.The dynamic height is computed by dividing the NAVD 88
 NN0402.geopotential number by the normal gravity value computed on the
 NN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0402.degrees latitude (g = 980.6199 gals.).
 NN0402
 NN0402.The modeled gravity was interpolated from observed gravity values.
 NN0402
 NN0402;                    North         East    Units  Estimated Accuracy
 NN0402;SPC NE       -   337,543.7     571,951.1     MT  (+/- 3 meters HH1 GPS) 
 NN0402
 NN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9024746383(NAD 83)
 NN0402
 NN0402                          SUPERSEDED SURVEY CONTROL
 NN0402
 NN0402  NGVD 29 (??/??/92)  564.391  (m)         1851.67   (f) ADJ UNCH    2 0
 NN0402
 NN0402.Superseded values are not recommended for survey control.
 NN0402
 NN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0402.See file dsdata.pdf to determine how the superseded data were derived.
 NN0402
 NN0402_MARKER: DB = BENCH MARK DISK
 NN0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0402_STAMPING: S 223 1946
 NN0402_MARK LOGO: CGS
 NN0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0402+STABILITY: SURFACE MOTION
 NN0402
 NN0402  HISTORY     - Date     Condition        Report By
 NN0402  HISTORY     - 1946     MONUMENTED       CGS
 NN0402
 NN0402                          STATION DESCRIPTION
 NN0402
 NN0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0402'16 MI SE FROM BROCKSBURG.
 NN0402'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0402'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0402'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0402'EAST 8.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0402'MARK IS AT THE SOUTHEAST CORNER OF A HAY MEADOW, 28.0 FEET NORTH
 NN0402'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 4.0 FEET
 NN0402'NORTHEAST OF A FENCE CORNER, 1.0 FOOT EAST OF A NORTH-SOUTH
 NN0402'SECTION LINE FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NN0402'POST.  A BRONZE DISK STAMPED S 223 1946 SET IN THE TOP OF A
 NN0402'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1166 ***********************************************************************
 NM1166  DESIGNATION -  S 224
 NM1166  PID         -  NM1166
 NM1166  STATE/COUNTY-  NE/MADISON
 NM1166  COUNTRY     -  US
 NM1166  USGS QUAD   -  NORFOLK (2017)
 NM1166
 NM1166                         *CURRENT SURVEY CONTROL
 NM1166  ______________________________________________________________________
 NM1166* NAD 83(1986) POSITION- 42 04 23.     (N) 097 22 47.     (W)   SCALED
 NM1166* NAVD 88 ORTHO HEIGHT -   477.435 (meters)     1566.38  (feet) ADJUSTED
 NM1166  ______________________________________________________________________
 NM1166  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 NM1166  DYNAMIC HEIGHT  -        477.249 (meters)     1565.77  (feet) COMP
 NM1166  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 NM1166
 NM1166  VERT ORDER      -  FIRST     CLASS II
 NM1166
 NM1166.The horizontal coordinates were scaled from a map and have
 NM1166.an estimated accuracy of +/- 6 seconds.
 NM1166
 NM1166.The orthometric height was determined by differential leveling and
 NM1166.adjusted by the NATIONAL GEODETIC SURVEY
 NM1166.in June 1991.
 NM1166
 NM1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1166.GEOID18 height accuracy estimate available here.
 NM1166
 NM1166.Click photographs - Photos may exist for this station.
 NM1166
 NM1166.The dynamic height is computed by dividing the NAVD 88
 NM1166.geopotential number by the normal gravity value computed on the
 NM1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1166.degrees latitude (g = 980.6199 gals.).
 NM1166
 NM1166.The modeled gravity was interpolated from observed gravity values.
 NM1166
 NM1166;                    North         East    Units  Estimated Accuracy
 NM1166;SPC NE       -   251,960.      716,750.      MT  (+/- 180 meters Scaled)
 NM1166
 NM1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM340591(NAD 83)
 NM1166
 NM1166                          SUPERSEDED SURVEY CONTROL
 NM1166
 NM1166  NGVD 29 (??/??/92)  477.247  (m)         1565.77   (f) ADJ UNCH    1 2
 NM1166
 NM1166.Superseded values are not recommended for survey control.
 NM1166
 NM1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1166.See file dsdata.pdf to determine how the superseded data were derived.
 NM1166
 NM1166_MARKER: DB = BENCH MARK DISK
 NM1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1166_STAMPING: S 224 1947
 NM1166_MARK LOGO: CGS
 NM1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1166+STABILITY: SURFACE MOTION
 NM1166
 NM1166  HISTORY     - Date     Condition        Report By
 NM1166  HISTORY     - 1947     MONUMENTED       CGS
 NM1166
 NM1166                          STATION DESCRIPTION
 NM1166
 NM1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1166'3.3 MI NE FROM NORFOLK.
 NM1166'3.3 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1166'AND OMAHA RAILWAY FROM THE NORFOLK UNION STATION AT NORFOLK,
 NM1166'0.15 MILE NORTHEAST OF A PRIVATE ROAD CROSSING DIRECTLY ACROSS THE
 NM1166'TRACK FROM MILE POST EMR 43, 69.5 FEET SOUTHWEST OF TELEPHONE POLE
 NM1166'NO. 42/30, 43.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 NM1166'2.7 FEET NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 2.2 FEET
 NM1166'SOUTHEAST RIGHT OF WAY FENCE, 2.2 FEET SOUTHWEST REFERENCE POST,
 NM1166'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 NM1166'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1197 ***********************************************************************
 NM1197  DESIGNATION -  S 225
 NM1197  PID         -  NM1197
 NM1197  STATE/COUNTY-  NE/WAYNE
 NM1197  COUNTRY     -  US
 NM1197  USGS QUAD   -  WAYNE (2017)
 NM1197
 NM1197                         *CURRENT SURVEY CONTROL
 NM1197  ______________________________________________________________________
 NM1197* NAD 83(1986) POSITION- 42 11 53.     (N) 097 04 04.     (W)   SCALED
 NM1197* NAVD 88 ORTHO HEIGHT -   451.382 (meters)     1480.91  (feet) ADJUSTED
 NM1197  ______________________________________________________________________
 NM1197  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 NM1197  DYNAMIC HEIGHT  -        451.219 (meters)     1480.37  (feet) COMP
 NM1197  MODELED GRAVITY -    980,245.7   (mgal)                       NAVD 88
 NM1197
 NM1197  VERT ORDER      -  FIRST     CLASS II
 NM1197
 NM1197.The horizontal coordinates were scaled from a map and have
 NM1197.an estimated accuracy of +/- 6 seconds.
 NM1197
 NM1197.The orthometric height was determined by differential leveling and
 NM1197.adjusted by the NATIONAL GEODETIC SURVEY
 NM1197.in June 1991.
 NM1197
 NM1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1197.GEOID18 height accuracy estimate available here.
 NM1197
 NM1197.Click photographs - Photos may exist for this station.
 NM1197
 NM1197.The dynamic height is computed by dividing the NAVD 88
 NM1197.geopotential number by the normal gravity value computed on the
 NM1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1197.degrees latitude (g = 980.6199 gals.).
 NM1197
 NM1197.The modeled gravity was interpolated from observed gravity values.
 NM1197
 NM1197;                    North         East    Units  Estimated Accuracy
 NM1197;SPC NE       -   266,660.      742,070.      MT  (+/- 180 meters Scaled)
 NM1197
 NM1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM595735(NAD 83)
 NM1197
 NM1197                          SUPERSEDED SURVEY CONTROL
 NM1197
 NM1197  NGVD 29 (??/??/92)  451.196  (m)         1480.30   (f) ADJ UNCH    1 2
 NM1197
 NM1197.Superseded values are not recommended for survey control.
 NM1197
 NM1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1197.See file dsdata.pdf to determine how the superseded data were derived.
 NM1197
 NM1197_MARKER: DB = BENCH MARK DISK
 NM1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1197_STAMPING: S 225 1947
 NM1197_MARK LOGO: CGS
 NM1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1197+STABILITY: SURFACE MOTION
 NM1197
 NM1197  HISTORY     - Date     Condition        Report By
 NM1197  HISTORY     - 1947     MONUMENTED       CGS
 NM1197
 NM1197                          STATION DESCRIPTION
 NM1197
 NM1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1197'3.4 MI SW FROM WAYNE.
 NM1197'3.4 MI SW ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1197'RAILWAY FROM THE STATION AT WAYNE, 0.2 MI NE OF A PRIVATE ROAD
 NM1197'CROSSING, 0.1 MI NE OF AND ACROSS THE TRACK FROM MILE POST EMR 22,
 NM1197'AT THE TOP OF A SMALL HILL, 49.5 FT NE OF THE THIRD TELEPHONE
 NM1197'POLE NE OF MILE POST EMR 22, 38.3 FT SE OF THE SE RAIL OF THE
 NM1197'TRACK, 7.0 FT NW OF THE SE RIGHT OF WAY FENCE, 2.8 FT NE OF A
 NM1197'REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FT ABOVE THE TRACK
 NM1197'AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0519 ***********************************************************************
 NN0519  DESIGNATION -  S 226
 NN0519  PID         -  NN0519
 NN0519  STATE/COUNTY-  NE/BROWN
 NN0519  COUNTRY     -  US
 NN0519  USGS QUAD   -  AINSWORTH SW (2017)
 NN0519
 NN0519                         *CURRENT SURVEY CONTROL
 NN0519  ______________________________________________________________________
 NN0519* NAD 83(1986) POSITION- 42 33 26.45   (N) 099 56 19.18   (W)   HD_HELD1
 NN0519* NAVD 88 ORTHO HEIGHT -   782.311 (meters)     2566.63  (feet) ADJUSTED
 NN0519  ______________________________________________________________________
 NN0519  GEOID HEIGHT    -        -22.487 (meters)                     GEOID18
 NN0519  DYNAMIC HEIGHT  -        781.982 (meters)     2565.55  (feet) COMP
 NN0519  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 NN0519
 NN0519  VERT ORDER      -  FIRST     CLASS II
 NN0519
 NN0519.The horizontal coordinates were determined by differentially corrected
 NN0519.hand held GPS observations or other comparable positioning techniques
 NN0519.and have an estimated accuracy of +/- 3 meters.
 NN0519
 NN0519.The orthometric height was determined by differential leveling and
 NN0519.adjusted by the NATIONAL GEODETIC SURVEY
 NN0519.in June 1991.
 NN0519
 NN0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0519.GEOID18 height accuracy estimate available here.
 NN0519
 NN0519.Click photographs - Photos may exist for this station.
 NN0519
 NN0519.The dynamic height is computed by dividing the NAVD 88
 NN0519.geopotential number by the normal gravity value computed on the
 NN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0519.degrees latitude (g = 980.6199 gals.).
 NN0519
 NN0519.The modeled gravity was interpolated from observed gravity values.
 NN0519
 NN0519;                    North         East    Units  Estimated Accuracy
 NN0519;SPC NE       -   302,453.9     505,036.5     MT  (+/- 3 meters HH1 GPS) 
 NN0519
 NN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2294412087(NAD 83)
 NN0519
 NN0519                          SUPERSEDED SURVEY CONTROL
 NN0519
 NN0519  NGVD 29 (??/??/92)  782.016  (m)         2565.66   (f) ADJ UNCH    1 2
 NN0519
 NN0519.Superseded values are not recommended for survey control.
 NN0519
 NN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0519.See file dsdata.pdf to determine how the superseded data were derived.
 NN0519
 NN0519_MARKER: DB = BENCH MARK DISK
 NN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0519_STAMPING: S 226 1946
 NN0519_MARK LOGO: CGS
 NN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0519+STABILITY: SURFACE MOTION
 NN0519
 NN0519  HISTORY     - Date     Condition        Report By
 NN0519  HISTORY     - 1946     MONUMENTED       CGS
 NN0519
 NN0519                          STATION DESCRIPTION
 NN0519
 NN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0519'3.9 MI W FROM AINSWORTH.
 NN0519'3.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0519'AT AINSWORTH, BROWN COUNTY, 1 POLE EAST OF CHICAGO AND NORTH
 NN0519'WESTERN RAILWAY MILEPOST 227, 90 FEET SOUTH OF THE CENTERLINE
 NN0519'OF THE HIGHWAY, 43 FEET NORTH OF THE CENTERLINE OF THE C. AND
 NN0519'N.W. RY. TRACK, 33 FEET NORTHWEST OF A STATION-ONE-MILE SIGN,
 NN0519'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, IN LINE WITH A ROW
 NN0519'OF POLES, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0519'S 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0519'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0075 ***********************************************************************
 NO0075  DESIGNATION -  S 227
 NO0075  PID         -  NO0075
 NO0075  STATE/COUNTY-  NE/BROWN
 NO0075  COUNTRY     -  US
 NO0075  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0075
 NO0075                         *CURRENT SURVEY CONTROL
 NO0075  ______________________________________________________________________
 NO0075* NAD 83(1986) POSITION- 42 39 01.     (N) 100 02 59.     (W)   SCALED
 NO0075* NAVD 88 ORTHO HEIGHT -   783.919 (meters)     2571.91  (feet) ADJUSTED
 NO0075  ______________________________________________________________________
 NO0075  GEOID HEIGHT    -        -22.489 (meters)                     GEOID18
 NO0075  DYNAMIC HEIGHT  -        783.599 (meters)     2570.86  (feet) COMP
 NO0075  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 NO0075
 NO0075  VERT ORDER      -  SECOND    CLASS 0
 NO0075
 NO0075.The horizontal coordinates were scaled from a map and have
 NO0075.an estimated accuracy of +/- 6 seconds.
 NO0075
 NO0075.The orthometric height was determined by differential leveling and
 NO0075.adjusted by the NATIONAL GEODETIC SURVEY
 NO0075.in June 1991.
 NO0075
 NO0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0075.GEOID18 height accuracy estimate available here.
 NO0075
 NO0075.Click photographs - Photos may exist for this station.
 NO0075
 NO0075.The dynamic height is computed by dividing the NAVD 88
 NO0075.geopotential number by the normal gravity value computed on the
 NO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0075.degrees latitude (g = 980.6199 gals.).
 NO0075
 NO0075.The modeled gravity was interpolated from observed gravity values.
 NO0075
 NO0075;                    North         East    Units  Estimated Accuracy
 NO0075;SPC NE       -   312,780.      495,920.      MT  (+/- 180 meters Scaled)
 NO0075
 NO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN139225(NAD 83)
 NO0075
 NO0075                          SUPERSEDED SURVEY CONTROL
 NO0075
 NO0075  NGVD 29 (??/??/92)  783.623  (m)         2570.94   (f) ADJ UNCH    2 0
 NO0075
 NO0075.Superseded values are not recommended for survey control.
 NO0075
 NO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0075.See file dsdata.pdf to determine how the superseded data were derived.
 NO0075
 NO0075_MARKER: DB = BENCH MARK DISK
 NO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0075_STAMPING: S 227 1946
 NO0075_MARK LOGO: CGS
 NO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0075+STABILITY: SURFACE MOTION
 NO0075
 NO0075  HISTORY     - Date     Condition        Report By
 NO0075  HISTORY     - 1946     MONUMENTED       CGS
 NO0075
 NO0075                          STATION DESCRIPTION
 NO0075
 NO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0075'6 MI N FROM JOHNSTOWN.
 NO0075'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0075'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 5.6
 NO0075'MILES NORTH ALONG A DIRT ROAD, AND AT A DOUBLE CURVE IN THE
 NO0075'ROAD, 118 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, 45 FEET
 NO0075'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1
 NO0075'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X
 NO0075'4 IN MARKER POST.  A BRONZE DISC STAMPED S 227 1946 AND SET IN
 NO0075'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 NO0075'GROUND.  STAMPED S 227 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0037 ***********************************************************************
 NO0037  DESIGNATION -  S 228
 NO0037  PID         -  NO0037
 NO0037  STATE/COUNTY-  NE/CHERRY
 NO0037  COUNTRY     -  US
 NO0037  USGS QUAD   -  THATCHER (2017)
 NO0037
 NO0037                         *CURRENT SURVEY CONTROL
 NO0037  ______________________________________________________________________
 NO0037* NAD 83(1986) POSITION- 42 47 18.     (N) 100 23 45.     (W)   SCALED
 NO0037* NAVD 88 ORTHO HEIGHT -   819.110 (meters)     2687.36  (feet) ADJUSTED
 NO0037  ______________________________________________________________________
 NO0037  GEOID HEIGHT    -        -22.004 (meters)                     GEOID18
 NO0037  DYNAMIC HEIGHT  -        818.781 (meters)     2686.28  (feet) COMP
 NO0037  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 NO0037
 NO0037  VERT ORDER      -  FIRST     CLASS II
 NO0037
 NO0037.The horizontal coordinates were scaled from a map and have
 NO0037.an estimated accuracy of +/- 6 seconds.
 NO0037
 NO0037.The orthometric height was determined by differential leveling and
 NO0037.adjusted by the NATIONAL GEODETIC SURVEY
 NO0037.in June 1991.
 NO0037
 NO0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0037.GEOID18 height accuracy estimate available here.
 NO0037
 NO0037.Click photographs - Photos may exist for this station.
 NO0037
 NO0037.The dynamic height is computed by dividing the NAVD 88
 NO0037.geopotential number by the normal gravity value computed on the
 NO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0037.degrees latitude (g = 980.6199 gals.).
 NO0037
 NO0037.The modeled gravity was interpolated from observed gravity values.
 NO0037
 NO0037;                    North         East    Units  Estimated Accuracy
 NO0037;SPC NE       -   328,180.      467,620.      MT  (+/- 180 meters Scaled)
 NO0037
 NO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN858382(NAD 83)
 NO0037
 NO0037                          SUPERSEDED SURVEY CONTROL
 NO0037
 NO0037  NGVD 29 (??/??/92)  818.829  (m)         2686.44   (f) ADJ UNCH    1 2
 NO0037
 NO0037.Superseded values are not recommended for survey control.
 NO0037
 NO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0037.See file dsdata.pdf to determine how the superseded data were derived.
 NO0037
 NO0037_MARKER: DB = BENCH MARK DISK
 NO0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0037_STAMPING: S 228 1946
 NO0037_MARK LOGO: CGS
 NO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0037+STABILITY: SURFACE MOTION
 NO0037
 NO0037  HISTORY     - Date     Condition        Report By
 NO0037  HISTORY     - 1946     MONUMENTED       CGS
 NO0037
 NO0037                          STATION DESCRIPTION
 NO0037
 NO0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0037'4.5 MI NW FROM ARABIA.
 NO0037'4.5 MILES NORTHWEST AONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0037'FROM THE STATION AT ARABIA, CHERRY COUNTY, 6 POLES SOUTH OF
 NO0037'MILEPOST 258, 52 FEET WEST OF THE CENTERLINE OF THE TRACK, 49
 NO0037'FEET EAST OF THE RIGHT-OF-WAY FENCE, 12 FEET WEST OF A POLE,
 NO0037'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER
 NO0037'THAN THE TRACK.  A STANDARD DISK, STAMPED S 228 1946 AND SET
 NO0037'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0047 ***********************************************************************
 NO0047  DESIGNATION -  S 229
 NO0047  PID         -  NO0047
 NO0047  STATE/COUNTY-  NE/KEYA PAHA
 NO0047  COUNTRY     -  US
 NO0047  USGS QUAD   -  NORDEN NW (2017)
 NO0047
 NO0047                         *CURRENT SURVEY CONTROL
 NO0047  ______________________________________________________________________
 NO0047* NAD 83(1986) POSITION- 42 57 16.     (N) 100 09 29.     (W)   SCALED
 NO0047* NAVD 88 ORTHO HEIGHT -   780.929 (meters)     2562.10  (feet) ADJUSTED
 NO0047  ______________________________________________________________________
 NO0047  GEOID HEIGHT    -        -23.081 (meters)                     GEOID18
 NO0047  DYNAMIC HEIGHT  -        780.623 (meters)     2561.09  (feet) COMP
 NO0047  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 NO0047
 NO0047  VERT ORDER      -  SECOND    CLASS 0
 NO0047
 NO0047.The horizontal coordinates were scaled from a map and have
 NO0047.an estimated accuracy of +/- 6 seconds.
 NO0047
 NO0047.The orthometric height was determined by differential leveling and
 NO0047.adjusted by the NATIONAL GEODETIC SURVEY
 NO0047.in June 1991.
 NO0047
 NO0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0047.GEOID18 height accuracy estimate available here.
 NO0047
 NO0047.Click photographs - Photos may exist for this station.
 NO0047
 NO0047.The dynamic height is computed by dividing the NAVD 88
 NO0047.geopotential number by the normal gravity value computed on the
 NO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0047.degrees latitude (g = 980.6199 gals.).
 NO0047
 NO0047.The modeled gravity was interpolated from observed gravity values.
 NO0047
 NO0047;                    North         East    Units  Estimated Accuracy
 NO0047;SPC NE       -   346,570.      487,100.      MT  (+/- 180 meters Scaled)
 NO0047
 NO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN055564(NAD 83)
 NO0047
 NO0047                          SUPERSEDED SURVEY CONTROL
 NO0047
 NO0047  NGVD 29 (??/??/92)  780.609  (m)         2561.05   (f) ADJ UNCH    2 0
 NO0047
 NO0047.Superseded values are not recommended for survey control.
 NO0047
 NO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0047.See file dsdata.pdf to determine how the superseded data were derived.
 NO0047
 NO0047_MARKER: DB = BENCH MARK DISK
 NO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0047_STAMPING: S 229 1946
 NO0047_MARK LOGO: CGS
 NO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0047+STABILITY: SURFACE MOTION
 NO0047
 NO0047  HISTORY     - Date     Condition        Report By
 NO0047  HISTORY     - 1946     MONUMENTED       CGS
 NO0047
 NO0047                          STATION DESCRIPTION
 NO0047
 NO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0047'10 MI NW FROM NORDEN.
 NO0047'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0047'NORDEN, THENCE 4.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0047'AND AT THE INTERSECTION WITH AN EAST-WEST DIRT ROAD, 60 FEET
 NO0047'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET SOUTH
 NO0047'OF THE RIGHT-OF-WAY FENCE CORNER, 26 FEET EAST OF AND ABOUT 3
 NO0047'FEET HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT
 NO0047'SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE
 NO0047'GROUND.  STAMPED S 229 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0222 ***********************************************************************
 LJ0222  DESIGNATION -  S 23
 LJ0222  PID         -  LJ0222
 LJ0222  STATE/COUNTY-  NE/HITCHCOCK
 LJ0222  COUNTRY     -  US
 LJ0222  USGS QUAD   -  TRENTON (2017)
 LJ0222
 LJ0222                         *CURRENT SURVEY CONTROL
 LJ0222  ______________________________________________________________________
 LJ0222* NAD 83(1986) POSITION- 40 09 45.     (N) 101 01 12.     (W)   SCALED
 LJ0222* NAVD 88 ORTHO HEIGHT -   816.307 (meters)     2678.17  (feet) ADJUSTED
 LJ0222  ______________________________________________________________________
 LJ0222  GEOID HEIGHT    -        -23.692 (meters)                     GEOID18
 LJ0222  DYNAMIC HEIGHT  -        815.742 (meters)     2676.31  (feet) COMP
 LJ0222  MODELED GRAVITY -    979,907.3   (mgal)                       NAVD 88
 LJ0222
 LJ0222  VERT ORDER      -  SECOND    CLASS 0
 LJ0222
 LJ0222.The horizontal coordinates were scaled from a map and have
 LJ0222.an estimated accuracy of +/- 6 seconds.
 LJ0222
 LJ0222.The orthometric height was determined by differential leveling and
 LJ0222.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0222.in June 1991.
 LJ0222
 LJ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0222.GEOID18 height accuracy estimate available here.
 LJ0222
 LJ0222.Click photographs - Photos may exist for this station.
 LJ0222
 LJ0222.The dynamic height is computed by dividing the NAVD 88
 LJ0222.geopotential number by the normal gravity value computed on the
 LJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0222.degrees latitude (g = 980.6199 gals.).
 LJ0222
 LJ0222.The modeled gravity was interpolated from observed gravity values.
 LJ0222
 LJ0222;                    North         East    Units  Estimated Accuracy
 LJ0222;SPC NE       -    37,060.      413,110.      MT  (+/- 180 meters Scaled)
 LJ0222
 LJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK279477(NAD 83)
 LJ0222
 LJ0222                          SUPERSEDED SURVEY CONTROL
 LJ0222
 LJ0222  NGVD 29 (??/??/92)  815.970  (m)         2677.06   (f) ADJ UNCH    2 0
 LJ0222
 LJ0222.Superseded values are not recommended for survey control.
 LJ0222
 LJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0222.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0222
 LJ0222_MARKER: DB = BENCH MARK DISK
 LJ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0222_STAMPING: S 23 1934
 LJ0222_MARK LOGO: CGS
 LJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0222+STABILITY: SURFACE MOTION
 LJ0222
 LJ0222  HISTORY     - Date     Condition        Report By
 LJ0222  HISTORY     - 1934     MONUMENTED       CGS
 LJ0222
 LJ0222                          STATION DESCRIPTION
 LJ0222
 LJ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0222'1.3 MI S FROM TRENTON.
 LJ0222'1.3 MILES S OF AND ALONG STATE HWY 17.  34 FT N OF CENTER OF
 LJ0222'HIGHWAY AND 116 FT SW OF THE SW CORNER OF A BRICK FARM HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0223 ***********************************************************************
 LJ0223  DESIGNATION -  S 23 RESET
 LJ0223  PID         -  LJ0223
 LJ0223  STATE/COUNTY-  NE/HITCHCOCK
 LJ0223  COUNTRY     -  US
 LJ0223  USGS QUAD   -  TRENTON (2017)
 LJ0223
 LJ0223                         *CURRENT SURVEY CONTROL
 LJ0223  ______________________________________________________________________
 LJ0223* NAD 83(1986) POSITION- 40 09 45.63   (N) 101 01 08.78   (W)   HD_HELD1
 LJ0223* NAVD 88 ORTHO HEIGHT -   816.31  (meters)     2678.2   (feet) RESET
 LJ0223  ______________________________________________________________________
 LJ0223  GEOID HEIGHT    -        -23.693 (meters)                     GEOID18
 LJ0223  VERT ORDER      -  THIRD
 LJ0223
 LJ0223.The horizontal coordinates were determined by differentially corrected
 LJ0223.hand held GPS observations or other comparable positioning techniques
 LJ0223.and have an estimated accuracy of +/- 3 meters.
 LJ0223
 LJ0223.The orthometric height was computed from unverified reset data.
 LJ0223
 LJ0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0223.GEOID18 height accuracy estimate available here.
 LJ0223
 LJ0223.Click photographs - Photos may exist for this station.
 LJ0223
 LJ0223;                    North         East    Units  Estimated Accuracy
 LJ0223;SPC NE       -    37,080.0     413,189.6     MT  (+/- 3 meters HH1 GPS) 
 LJ0223
 LJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2805347767(NAD 83)
 LJ0223
 LJ0223                          SUPERSEDED SURVEY CONTROL
 LJ0223
 LJ0223  NGVD 29 (??/??/??)  815.97   (m)         2677.1    (f) RESET       3  
 LJ0223
 LJ0223.Superseded values are not recommended for survey control.
 LJ0223
 LJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0223.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0223
 LJ0223_MARKER: DB = BENCH MARK DISK
 LJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0223_STAMPING: S 23 1934 RESET 1961
 LJ0223_MARK LOGO: CGS
 LJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0223+STABILITY: SURFACE MOTION
 LJ0223
 LJ0223  HISTORY     - Date     Condition        Report By
 LJ0223  HISTORY     - 1961     MONUMENTED       CGS
 LJ0223
 LJ0223                          STATION DESCRIPTION
 LJ0223
 LJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LJ0223'1.2 MI SW FROM TRENTON.
 LJ0223'1.2 MILES SOUTH AND WEST ALONG STATE HIGHWAY 25 FROM THE POST
 LJ0223'OFFICE AT TRENTON, 0.5 MILE SOUTH AND WEST ALONG THE HIGHWAY FROM
 LJ0223'THE REPUBLICAN RIVER BRIDGE, 109 FEET NORTH OF THE CENTERLINE
 LJ0223'OF STATE HIGHWAY 25, 1.5 FEET SOUTHEAST OF THE EAST GATE POST FOR
 LJ0223'A GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A
 LJ0223'NEW STEEL WITNESS POST, SET IN TOP OF CONCRETE POST PROJECTING
 LJ0223'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0350 ***********************************************************************
 MK0350  DESIGNATION -  S 230
 MK0350  PID         -  MK0350
 MK0350  STATE/COUNTY-  NE/BURT
 MK0350  COUNTRY     -  US
 MK0350  USGS QUAD   -  CRAIG (2017)
 MK0350
 MK0350                         *CURRENT SURVEY CONTROL
 MK0350  ______________________________________________________________________
 MK0350* NAD 83(1986) POSITION- 41 47 15.     (N) 096 18 40.     (W)   SCALED
 MK0350* NAVD 88 ORTHO HEIGHT -   367.290 (meters)     1205.02  (feet) ADJUSTED
 MK0350  ______________________________________________________________________
 MK0350  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 MK0350  DYNAMIC HEIGHT  -        367.149 (meters)     1204.55  (feet) COMP
 MK0350  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 MK0350
 MK0350  VERT ORDER      -  SECOND    CLASS 0
 MK0350
 MK0350.The horizontal coordinates were scaled from a map and have
 MK0350.an estimated accuracy of +/- 6 seconds.
 MK0350
 MK0350.The orthometric height was determined by differential leveling and
 MK0350.adjusted by the NATIONAL GEODETIC SURVEY
 MK0350.in June 1991.
 MK0350
 MK0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0350.GEOID18 height accuracy estimate available here.
 MK0350
 MK0350.Click photographs - Photos may exist for this station.
 MK0350
 MK0350.The dynamic height is computed by dividing the NAVD 88
 MK0350.geopotential number by the normal gravity value computed on the
 MK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0350.degrees latitude (g = 980.6199 gals.).
 MK0350
 MK0350.The modeled gravity was interpolated from observed gravity values.
 MK0350
 MK0350;                    North         East    Units  Estimated Accuracy
 MK0350;SPC NE       -   223,500.      806,450.      MT  (+/- 180 meters Scaled)
 MK0350
 MK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM234296(NAD 83)
 MK0350
 MK0350                          SUPERSEDED SURVEY CONTROL
 MK0350
 MK0350  NGVD 29 (??/??/92)  367.149  (m)         1204.55   (f) ADJ UNCH    2 0
 MK0350
 MK0350.Superseded values are not recommended for survey control.
 MK0350
 MK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0350.See file dsdata.pdf to determine how the superseded data were derived.
 MK0350
 MK0350_MARKER: DB = BENCH MARK DISK
 MK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0350_STAMPING: S 230 1947
 MK0350_MARK LOGO: CGS
 MK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0350+STABILITY: SURFACE MOTION
 MK0350
 MK0350  HISTORY     - Date     Condition        Report By
 MK0350  HISTORY     - 1947     MONUMENTED       CGS
 MK0350  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0350
 MK0350                          STATION DESCRIPTION
 MK0350
 MK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0350'2.6 MI E FROM CRAIG.
 MK0350'2.6 MILES EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0350'AT CRAIG, 0.1 MILE SOUTHWEST OF A PRIVATE DRIVE-WAY LEADING
 MK0350'NORTHWEST TO A FARM HOUSE, 210.0 FEET SOUTHWEST OF THE CENTER
 MK0350'OF THE NORTHWEST END OF A 2-FOOT CONCRETE CULVERT UNDER
 MK0350'THE HIGHWAY, 34.0 FEET NORTHWEST OF THE CENTER OF THE
 MK0350'HIGHWAY, 1.8 FOOT SOUTHWEST OF A REFERENCE POST, SET IN A
 MK0350'CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0350'PROJECTING 0.1 FOOT.  NOTE-- SEARCHED FOR BUT NOT FOUND.
 MK0350'ROAD DITCH HAS BEEN CLEANED OUT AND WIDENED.  BENCH MARK MAY
 MK0350'HAVE BEEN DESTROYED.
 MK0350
 MK0350                          STATION RECOVERY (1965)
 MK0350
 MK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0573 ***********************************************************************
 MK0573  DESIGNATION -  S 232
 MK0573  PID         -  MK0573
 MK0573  STATE/COUNTY-  NE/DOUGLAS
 MK0573  COUNTRY     -  US
 MK0573  USGS QUAD   -  VALLEY (2017)
 MK0573
 MK0573                         *CURRENT SURVEY CONTROL
 MK0573  ______________________________________________________________________
 MK0573* NAD 83(1986) POSITION- 41 17 56.     (N) 096 18 41.     (W)   SCALED
 MK0573* NAVD 88 ORTHO HEIGHT -   344.366 (meters)     1129.81  (feet) ADJUSTED
 MK0573  ______________________________________________________________________
 MK0573  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 MK0573  DYNAMIC HEIGHT  -        344.207 (meters)     1129.29  (feet) COMP
 MK0573  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 MK0573
 MK0573  VERT ORDER      -  SECOND    CLASS 0
 MK0573
 MK0573.The horizontal coordinates were scaled from a map and have
 MK0573.an estimated accuracy of +/- 6 seconds.
 MK0573
 MK0573.The orthometric height was determined by differential leveling and
 MK0573.adjusted by the NATIONAL GEODETIC SURVEY
 MK0573.in June 1991.
 MK0573
 MK0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0573.GEOID18 height accuracy estimate available here.
 MK0573
 MK0573.Click photographs - Photos may exist for this station.
 MK0573
 MK0573.The dynamic height is computed by dividing the NAVD 88
 MK0573.geopotential number by the normal gravity value computed on the
 MK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0573.degrees latitude (g = 980.6199 gals.).
 MK0573
 MK0573.The modeled gravity was interpolated from observed gravity values.
 MK0573
 MK0573;                    North         East    Units  Estimated Accuracy
 MK0573;SPC NE       -   169,300.      808,740.      MT  (+/- 180 meters Scaled)
 MK0573
 MK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL251754(NAD 83)
 MK0573
 MK0573                          SUPERSEDED SURVEY CONTROL
 MK0573
 MK0573  NGVD 29 (??/??/92)  344.231  (m)         1129.36   (f) ADJ UNCH    2 0
 MK0573
 MK0573.Superseded values are not recommended for survey control.
 MK0573
 MK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0573.See file dsdata.pdf to determine how the superseded data were derived.
 MK0573
 MK0573_MARKER: DB = BENCH MARK DISK
 MK0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0573_STAMPING: S 232 1947
 MK0573_MARK LOGO: CGS
 MK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0573+STABILITY: SURFACE MOTION
 MK0573
 MK0573  HISTORY     - Date     Condition        Report By
 MK0573  HISTORY     - 1947     MONUMENTED       CGS
 MK0573  HISTORY     - 1976     POOR             LOCSUR
 MK0573  HISTORY     - 19941128 MARK NOT FOUND   NEDR
 MK0573
 MK0573                          STATION DESCRIPTION
 MK0573
 MK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0573'1.5 MI NW FROM WATERLOO.
 MK0573'1.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0573'RAILWAY STATION AT WATERLOO.  ABOUT 58 YARDS NORTHWEST OF MILEPOST
 MK0573'26, 45 FEET WEST OF THE CENTER LINE OF A ROAD, 40 FEET NORTHEAST
 MK0573'OF THE CENTER LINE OF THE NORTHEAST TRACK AND LEVEL WITH IT, 11
 MK0573'FEET SOUTHWEST OF A FENCE CORNER, 6 FEET EAST OF A POWER POLE, 2
 MK0573'FEET WEST OF A 4X4 MARKER POST, AND AT A ROAD CROSSING.  A
 MK0573'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3
 MK0573'INCHES ABOVE THE SURFACE OF THE GROUND.
 MK0573
 MK0573                          STATION RECOVERY (1976)
 MK0573
 MK0573'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0573'MARK RECOVERED IN POOR CONDITION.
 MK0573
 MK0573                          STATION RECOVERY (1994)
 MK0573
 MK0573'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (PJS)
 MK0573'FOUND A CONCRETE POST BROKEN OFF APPROXIMATELY 1 FOOT BELOW GROUD. THE
 MK0573'ACTUAL CAP WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0538 ***********************************************************************
 MK0538  DESIGNATION -  S 234
 MK0538  PID         -  MK0538
 MK0538  STATE/COUNTY-  NE/WASHINGTON
 MK0538  COUNTRY     -  US
 MK0538  USGS QUAD   -  FORT CALHOUN (2017)
 MK0538
 MK0538                         *CURRENT SURVEY CONTROL
 MK0538  ______________________________________________________________________
 MK0538* NAD 83(1986) POSITION- 41 27 04.     (N) 096 00 19.     (W)   SCALED
 MK0538* NAVD 88 ORTHO HEIGHT -   303.783 (meters)      996.66  (feet) ADJUSTED
 MK0538  ______________________________________________________________________
 MK0538  GEOID HEIGHT    -        -28.427 (meters)                     GEOID18
 MK0538  DYNAMIC HEIGHT  -        303.640 (meters)      996.19  (feet) COMP
 MK0538  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 MK0538
 MK0538  VERT ORDER      -  SECOND    CLASS 0
 MK0538
 MK0538.The horizontal coordinates were scaled from a map and have
 MK0538.an estimated accuracy of +/- 6 seconds.
 MK0538
 MK0538.The orthometric height was determined by differential leveling and
 MK0538.adjusted by the NATIONAL GEODETIC SURVEY
 MK0538.in June 1991.
 MK0538
 MK0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0538.GEOID18 height accuracy estimate available here.
 MK0538
 MK0538.Click photographs - Photos may exist for this station.
 MK0538
 MK0538.The dynamic height is computed by dividing the NAVD 88
 MK0538.geopotential number by the normal gravity value computed on the
 MK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0538.degrees latitude (g = 980.6199 gals.).
 MK0538
 MK0538.The modeled gravity was interpolated from observed gravity values.
 MK0538
 MK0538;                    North         East    Units  Estimated Accuracy
 MK0538;SPC NE       -   187,320.      833,560.      MT  (+/- 180 meters Scaled)
 MK0538
 MK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL501931(NAD 83)
 MK0538
 MK0538                          SUPERSEDED SURVEY CONTROL
 MK0538
 MK0538  NGVD 29 (??/??/92)  303.641  (m)          996.20   (f) ADJ UNCH    2 0
 MK0538
 MK0538.Superseded values are not recommended for survey control.
 MK0538
 MK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0538.See file dsdata.pdf to determine how the superseded data were derived.
 MK0538
 MK0538_MARKER: DB = BENCH MARK DISK
 MK0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0538_STAMPING: S 234 1947
 MK0538_MARK LOGO: CGS
 MK0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0538+STABILITY: SURFACE MOTION
 MK0538
 MK0538  HISTORY     - Date     Condition        Report By
 MK0538  HISTORY     - 1947     MONUMENTED       CGS
 MK0538  HISTORY     - 1967     MARK NOT FOUND   USGS
 MK0538
 MK0538                          STATION DESCRIPTION
 MK0538
 MK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0538'1.4 MI E FROM FORT CALHOUN.
 MK0538'0.5 OF A MILE EAST OF A DIRT STREET FROM THE POST OFFICE AT
 MK0538'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT
 MK0538'ROAD, THENCE 0.6 OF A MILE EAST ALONG A GRADED DIRT ROAD TO THE
 MK0538'SITE OF THE MARK.  THE MARK IS 46 FEET WEST OF THE SOUTH END
 MK0538'OF A CORRUGATED IRON CULVERT, 33 FEET SOUTH OF THE CENTER LINE
 MK0538'OF THE ROAD AND LEVEL WITH IT, 7.7 FEET WEST OF A 24-INCH ELM
 MK0538'TREE, 4 FEET EAST OF THE EAST END OF A GATE, 2 FEET SOUTH OF A
 MK0538'FENCE, AND 2 FEET WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 MK0538'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE
 MK0538'THE SURFACE OF THE GROUND.
 MK0538
 MK0538                          STATION RECOVERY (1967)
 MK0538
 MK0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2001 ***********************************************************************
 NM2001  DESIGNATION -  S 235 RESET
 NM2001  PID         -  NM2001
 NM2001  STATE/COUNTY-  NE/DAKOTA
 NM2001  COUNTRY     -  US
 NM2001  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM2001
 NM2001                         *CURRENT SURVEY CONTROL
 NM2001  ______________________________________________________________________
 NM2001* NAD 83(1986) POSITION- 42 25 05.5    (N) 096 25 18.9    (W)   HD_HELD2
 NM2001* NAVD 88 ORTHO HEIGHT -   335.95  (meters)     1102.2   (feet) RESET
 NM2001  ______________________________________________________________________
 NM2001  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 NM2001  VERT ORDER      -  THIRD
 NM2001
 NM2001.The horizontal coordinates were established by autonomous hand held GPS
 NM2001.observations and have an estimated accuracy of +/- 10 meters.
 NM2001
 NM2001.The orthometric height was computed from unverified reset data.
 NM2001
 NM2001.No vertical observational check was made to the station.
 NM2001
 NM2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2001.GEOID18 height accuracy estimate available here.
 NM2001
 NM2001.Click photographs - Photos may exist for this station.
 NM2001
 NM2001;                    North         East    Units  Estimated Accuracy
 NM2001;SPC NE       -   293,089.      794,351.      MT  (+/- 10 meters HH2 GPS)
 NM2001
 NM2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1211399429(NAD 83)
 NM2001
 NM2001                          SUPERSEDED SURVEY CONTROL
 NM2001
 NM2001  NGVD 29 (01/31/13)  335.80   (m)         1101.7    (f) RESET       3  
 NM2001
 NM2001.Superseded values are not recommended for survey control.
 NM2001
 NM2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2001.See file dsdata.pdf to determine how the superseded data were derived.
 NM2001
 NM2001_MARKER: DV = VERTICAL CONTROL DISK
 NM2001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM2001_SP_SET: BUILDING WALL
 NM2001_STAMPING: S 235 RESET 1992
 NM2001_MARK LOGO: NGS
 NM2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2001+STABILITY: SURFACE MOTION
 NM2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2001+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM2001
 NM2001  HISTORY     - Date     Condition        Report By
 NM2001  HISTORY     - 1992     MONUMENTED       NGS
 NM2001  HISTORY     - 20050713 GOOD             GEOCAC
 NM2001
 NM2001                          STATION DESCRIPTION
 NM2001
 NM2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NM2001'IN DAKOTA CITY, AT THE NORTHWEST ANGLE OF NORTH 18TH STREET AND
 NM2001'LOCUST STREET, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 NM2001'CORNER OF THE AUDITORIUM PORTION OF THE DAKOTA CITY SCHOOL AND 1.400
 NM2001'M (4.593 FT) ABOVE THE GROUND SURFACE.
 NM2001
 NM2001                          STATION RECOVERY (2005)
 NM2001
 NM2001'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM2001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0699 ***********************************************************************
 NM0699  DESIGNATION -  S 236
 NM0699  PID         -  NM0699
 NM0699  STATE/COUNTY-  NE/DAKOTA
 NM0699  COUNTRY     -  US
 NM0699  USGS QUAD   -  EMERSON SE (2017)
 NM0699
 NM0699                         *CURRENT SURVEY CONTROL
 NM0699  ______________________________________________________________________
 NM0699* NAD 83(1986) POSITION- 42 21 30.     (N) 096 33 51.     (W)   SCALED
 NM0699* NAVD 88 ORTHO HEIGHT -   372.783 (meters)     1223.04  (feet) ADJUSTED
 NM0699  ______________________________________________________________________
 NM0699  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 NM0699  DYNAMIC HEIGHT  -        372.661 (meters)     1222.64  (feet) COMP
 NM0699  MODELED GRAVITY -    980,282.2   (mgal)                       NAVD 88
 NM0699
 NM0699  VERT ORDER      -  SECOND    CLASS 0
 NM0699
 NM0699.The horizontal coordinates were scaled from a map and have
 NM0699.an estimated accuracy of +/- 6 seconds.
 NM0699
 NM0699.The orthometric height was determined by differential leveling and
 NM0699.adjusted by the NATIONAL GEODETIC SURVEY
 NM0699.in June 1991.
 NM0699
 NM0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0699.GEOID18 height accuracy estimate available here.
 NM0699
 NM0699.Click photographs - Photos may exist for this station.
 NM0699
 NM0699.The dynamic height is computed by dividing the NAVD 88
 NM0699.geopotential number by the normal gravity value computed on the
 NM0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0699.degrees latitude (g = 980.6199 gals.).
 NM0699
 NM0699.The modeled gravity was interpolated from observed gravity values.
 NM0699
 NM0699;                    North         East    Units  Estimated Accuracy
 NM0699;SPC NE       -   285,970.      782,920.      MT  (+/- 180 meters Scaled)
 NM0699
 NM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM005924(NAD 83)
 NM0699
 NM0699                          SUPERSEDED SURVEY CONTROL
 NM0699
 NM0699  NGVD 29 (??/??/92)  372.619  (m)         1222.50   (f) ADJ UNCH    2 0
 NM0699
 NM0699.Superseded values are not recommended for survey control.
 NM0699
 NM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0699.See file dsdata.pdf to determine how the superseded data were derived.
 NM0699
 NM0699_MARKER: DB = BENCH MARK DISK
 NM0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0699_STAMPING: S 236 1947
 NM0699_MARK LOGO: CGS
 NM0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0699+STABILITY: SURFACE MOTION
 NM0699
 NM0699  HISTORY     - Date     Condition        Report By
 NM0699  HISTORY     - 1947     MONUMENTED       CGS
 NM0699  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM0699
 NM0699                          STATION DESCRIPTION
 NM0699
 NM0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0699'3 MI SE FROM HUBBARD.
 NM0699'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE ALONG
 NM0699'A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A GRADED DIRT ROAD,
 NM0699'THENCE SOUTH 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 NM0699'MARK, BENCH MARK IS IN THE SOUTHEAST CORNER OF THE PLUM GROVE
 NM0699'SCHOOL YARD, 68.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NM0699'THE SCHOOL, 34.0 FEET SOUTH OF A POWER TRANSFORMER POLE, 30.5
 NM0699'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 9.4 FEET
 NM0699'NORTH OF A TEN INCH ASH TREE, 1.0 FOOT WEST OF A FENCE, 1.0
 NM0699'FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0699'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0699
 NM0699                          STATION RECOVERY (1966)
 NM0699
 NM0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0699'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0500 ***********************************************************************
 NM0500  DESIGNATION -  S 237
 NM0500  PID         -  NM0500
 NM0500  STATE/COUNTY-  NE/THURSTON
 NM0500  COUNTRY     -  US
 NM0500  USGS QUAD   -  WALTHILL (2017)
 NM0500
 NM0500                         *CURRENT SURVEY CONTROL
 NM0500  ______________________________________________________________________
 NM0500* NAD 83(1986) POSITION- 42 08 53.     (N) 096 25 29.     (W)   SCALED
 NM0500* NAVD 88 ORTHO HEIGHT -   393.397 (meters)     1290.67  (feet) ADJUSTED
 NM0500  ______________________________________________________________________
 NM0500  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 NM0500  DYNAMIC HEIGHT  -        393.261 (meters)     1290.22  (feet) COMP
 NM0500  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 NM0500
 NM0500  VERT ORDER      -  SECOND    CLASS 0
 NM0500
 NM0500.The horizontal coordinates were scaled from a map and have
 NM0500.an estimated accuracy of +/- 6 seconds.
 NM0500
 NM0500.The orthometric height was determined by differential leveling and
 NM0500.adjusted by the NATIONAL GEODETIC SURVEY
 NM0500.in June 1991.
 NM0500
 NM0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0500.GEOID18 height accuracy estimate available here.
 NM0500
 NM0500.Click photographs - Photos may exist for this station.
 NM0500
 NM0500.The dynamic height is computed by dividing the NAVD 88
 NM0500.geopotential number by the normal gravity value computed on the
 NM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0500.degrees latitude (g = 980.6199 gals.).
 NM0500
 NM0500.The modeled gravity was interpolated from observed gravity values.
 NM0500
 NM0500;                    North         East    Units  Estimated Accuracy
 NM0500;SPC NE       -   263,110.      795,360.      MT  (+/- 180 meters Scaled)
 NM0500
 NM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM127694(NAD 83)
 NM0500
 NM0500                          SUPERSEDED SURVEY CONTROL
 NM0500
 NM0500  NGVD 29 (??/??/92)  393.244  (m)         1290.17   (f) ADJ UNCH    2 0
 NM0500
 NM0500.Superseded values are not recommended for survey control.
 NM0500
 NM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0500.See file dsdata.pdf to determine how the superseded data were derived.
 NM0500
 NM0500_MARKER: DB = BENCH MARK DISK
 NM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0500_STAMPING: S 237 1947
 NM0500_MARK LOGO: CGS
 NM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0500+STABILITY: SURFACE MOTION
 NM0500
 NM0500  HISTORY     - Date     Condition        Report By
 NM0500  HISTORY     - 1947     MONUMENTED       CGS
 NM0500
 NM0500                          STATION DESCRIPTION
 NM0500
 NM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0500'3.4 MI E FROM WALTHILL.
 NM0500'3.4 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0500'WALTHILL, AT THE JUNCTION WITH A T-ROAD LEADING NORTH, 50.4 FEET
 NM0500'NORTH OF THE CENTER LINE OF THE HIGHWAY, 12.6 FEET EAST OF THE
 NM0500'CENTER LINE OF THE DIRT T-ROAD, 38.7 FEET NORTHEAST OF A POWER
 NM0500'POLE, 23.6 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE
 NM0500'FENCE, 2.0 FEET SOUTH OF A 4X4 MARKER POST, SET IN THE TOP OF
 NM0500'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0501 ***********************************************************************
 NM0501  DESIGNATION -  S 237 RESET
 NM0501  PID         -  NM0501
 NM0501  STATE/COUNTY-  NE/THURSTON
 NM0501  COUNTRY     -  US
 NM0501  USGS QUAD   -  WALTHILL (2017)
 NM0501
 NM0501                         *CURRENT SURVEY CONTROL
 NM0501  ______________________________________________________________________
 NM0501* NAD 83(1986) POSITION- 42 08 53.     (N) 096 25 29.     (W)   SCALED
 NM0501* NAVD 88 ORTHO HEIGHT -   392.25  (meters)     1286.9   (feet) RESET
 NM0501  ______________________________________________________________________
 NM0501  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 NM0501  VERT ORDER      -  THIRD
 NM0501
 NM0501.The horizontal coordinates were scaled from a map and have
 NM0501.an estimated accuracy of +/- 6 seconds.
 NM0501
 NM0501.The orthometric height was computed from unverified reset data.
 NM0501
 NM0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0501.GEOID18 height accuracy estimate available here.
 NM0501
 NM0501.Click photographs - Photos may exist for this station.
 NM0501
 NM0501;                    North         East    Units  Estimated Accuracy
 NM0501;SPC NE       -   263,110.      795,360.      MT  (+/- 180 meters Scaled)
 NM0501
 NM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM127694(NAD 83)
 NM0501
 NM0501                          SUPERSEDED SURVEY CONTROL
 NM0501
 NM0501  NGVD 29 (??/??/??)  392.09   (m)         1286.4    (f) RESET       3  
 NM0501
 NM0501.Superseded values are not recommended for survey control.
 NM0501
 NM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0501.See file dsdata.pdf to determine how the superseded data were derived.
 NM0501
 NM0501_MARKER: DB = BENCH MARK DISK
 NM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0501_STAMPING: S 237 RESET 1965
 NM0501_MARK LOGO: CGS
 NM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0501+STABILITY: SURFACE MOTION
 NM0501
 NM0501  HISTORY     - Date     Condition        Report By
 NM0501  HISTORY     - 1965     MONUMENTED       CGS
 NM0501  HISTORY     - 1966     GOOD             USGS
 NM0501
 NM0501                          STATION DESCRIPTION
 NM0501
 NM0501'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0501'3.4 MI E FROM WALTHILL.
 NM0501'3.4 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0501'WALTHILL.  99 FT NO. AND 56 FT. W. OF T-RD. NO., 1 FT NO. AND 37
 NM0501'FT. E. OF POWER POLE.  3 FT. E. OF ROW POST.  A CONCRETE POST
 NM0501'WITH A STANDARD TABLET STAMPED S 237 RESET 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0720 ***********************************************************************
 NM0720  DESIGNATION -  S 238
 NM0720  PID         -  NM0720
 NM0720  STATE/COUNTY-  NE/THURSTON
 NM0720  COUNTRY     -  US
 NM0720  USGS QUAD   -  PENDER NE (2017)
 NM0720
 NM0720                         *CURRENT SURVEY CONTROL
 NM0720  ______________________________________________________________________
 NM0720* NAD 83(1986) POSITION- 42 09 44.     (N) 096 33 01.     (W)   SCALED
 NM0720* NAVD 88 ORTHO HEIGHT -   423.816 (meters)     1390.47  (feet) ADJUSTED
 NM0720  ______________________________________________________________________
 NM0720  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 NM0720  DYNAMIC HEIGHT  -        423.667 (meters)     1389.98  (feet) COMP
 NM0720  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 NM0720
 NM0720  VERT ORDER      -  SECOND    CLASS 0
 NM0720
 NM0720.The horizontal coordinates were scaled from a map and have
 NM0720.an estimated accuracy of +/- 6 seconds.
 NM0720
 NM0720.The orthometric height was determined by differential leveling and
 NM0720.adjusted by the NATIONAL GEODETIC SURVEY
 NM0720.in June 1991.
 NM0720
 NM0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0720.GEOID18 height accuracy estimate available here.
 NM0720
 NM0720.Click photographs - Photos may exist for this station.
 NM0720
 NM0720.The dynamic height is computed by dividing the NAVD 88
 NM0720.geopotential number by the normal gravity value computed on the
 NM0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0720.degrees latitude (g = 980.6199 gals.).
 NM0720
 NM0720.The modeled gravity was interpolated from observed gravity values.
 NM0720
 NM0720;                    North         East    Units  Estimated Accuracy
 NM0720;SPC NE       -   264,260.      784,930.      MT  (+/- 180 meters Scaled)
 NM0720
 NM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM023706(NAD 83)
 NM0720
 NM0720                          SUPERSEDED SURVEY CONTROL
 NM0720
 NM0720  NGVD 29 (??/??/92)  423.658  (m)         1389.95   (f) ADJ UNCH    2 0
 NM0720
 NM0720.Superseded values are not recommended for survey control.
 NM0720
 NM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0720.See file dsdata.pdf to determine how the superseded data were derived.
 NM0720
 NM0720_MARKER: DB = BENCH MARK DISK
 NM0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0720_STAMPING: S 238 1947
 NM0720_MARK LOGO: CGS
 NM0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0720+STABILITY: SURFACE MOTION
 NM0720
 NM0720  HISTORY     - Date     Condition        Report By
 NM0720  HISTORY     - 1947     MONUMENTED       CGS
 NM0720
 NM0720                          STATION DESCRIPTION
 NM0720
 NM0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0720'4.2 MI W FROM WALTHILL.
 NM0720'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0720'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A T-ROAD, THENCE
 NM0720'WEST 2.0 MILES TO A SHARP TURN, THENCE NORTH 0.6 MILE TO A
 NM0720'SHARP TURN WEST, THENCE WEST 1.0 MILE TO A DIRT CROSS ROAD,
 NM0720'68.6 NORTH OF A POWER POLE, 38.4 FEET EAST OF THE CENTER OF
 NM0720'THE NORTH-SOUTH ROAD, 27.7 FEET NORTH OF THE CENTER OF THE
 NM0720'EAST-WEST ROAD, 59.7 FEET EAST OF A FENCE CORNER POST, 1.0
 NM0720'FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN
 NM0720'MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0720'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0436 ***********************************************************************
 NM0436  DESIGNATION -  S 239
 NM0436  PID         -  NM0436
 NM0436  STATE/COUNTY-  NE/THURSTON
 NM0436  COUNTRY     -  US
 NM0436  USGS QUAD   -  WALTHILL (2017)
 NM0436
 NM0436                         *CURRENT SURVEY CONTROL
 NM0436  ______________________________________________________________________
 NM0436* NAD 83(1986) POSITION- 42 13 12.     (N) 096 25 28.     (W)   SCALED
 NM0436* NAVD 88 ORTHO HEIGHT -   415.319 (meters)     1362.59  (feet) ADJUSTED
 NM0436  ______________________________________________________________________
 NM0436  GEOID HEIGHT    -        -25.983 (meters)                     GEOID18
 NM0436  DYNAMIC HEIGHT  -        415.180 (meters)     1362.14  (feet) COMP
 NM0436  MODELED GRAVITY -    980,274.2   (mgal)                       NAVD 88
 NM0436
 NM0436  VERT ORDER      -  SECOND    CLASS 0
 NM0436
 NM0436.The horizontal coordinates were scaled from a map and have
 NM0436.an estimated accuracy of +/- 6 seconds.
 NM0436
 NM0436.The orthometric height was determined by differential leveling and
 NM0436.adjusted by the NATIONAL GEODETIC SURVEY
 NM0436.in June 1991.
 NM0436
 NM0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0436.GEOID18 height accuracy estimate available here.
 NM0436
 NM0436.Click photographs - Photos may exist for this station.
 NM0436
 NM0436.The dynamic height is computed by dividing the NAVD 88
 NM0436.geopotential number by the normal gravity value computed on the
 NM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0436.degrees latitude (g = 980.6199 gals.).
 NM0436
 NM0436.The modeled gravity was interpolated from observed gravity values.
 NM0436
 NM0436;                    North         East    Units  Estimated Accuracy
 NM0436;SPC NE       -   271,090.      795,050.      MT  (+/- 180 meters Scaled)
 NM0436
 NM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM125774(NAD 83)
 NM0436
 NM0436                          SUPERSEDED SURVEY CONTROL
 NM0436
 NM0436  NGVD 29 (??/??/92)  415.164  (m)         1362.08   (f) ADJ UNCH    2 0
 NM0436
 NM0436.Superseded values are not recommended for survey control.
 NM0436
 NM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0436.See file dsdata.pdf to determine how the superseded data were derived.
 NM0436
 NM0436_MARKER: DB = BENCH MARK DISK
 NM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0436_STAMPING: S 239 1947
 NM0436_MARK LOGO: CGS
 NM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0436+STABILITY: SURFACE MOTION
 NM0436
 NM0436  HISTORY     - Date     Condition        Report By
 NM0436  HISTORY     - 1947     MONUMENTED       CGS
 NM0436  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0436
 NM0436                          STATION DESCRIPTION
 NM0436
 NM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0436'3.6 MI SE FROM WINNEBAGO.
 NM0436'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0436'THENCE SOUTH ALONG A DIRT ROAD 1.0 MILE, AT A T-ROAD, 87.1
 NM0436'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 25.6 FEET WEST
 NM0436'OF THE CENTER OF THE ROAD LEADING NORTH, 26.2 FEET NORTH OF A
 NM0436'FENCE CORNER POST, 1.0 FOOT EAST OF A BARBED WIRE FENCE, 2.0
 NM0436'FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0436'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0436
 NM0436                          STATION RECOVERY (1965)
 NM0436
 NM0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0713 ***********************************************************************
 LH0713  DESIGNATION -  S 24
 LH0713  PID         -  LH0713
 LH0713  STATE/COUNTY-  NE/GOSPER
 LH0713  COUNTRY     -  US
 LH0713  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0713
 LH0713                         *CURRENT SURVEY CONTROL
 LH0713  ______________________________________________________________________
 LH0713* NAD 83(1986) POSITION- 40 24 32.     (N) 099 53 48.     (W)   SCALED
 LH0713* NAVD 88 ORTHO HEIGHT -   722.306 (meters)     2369.77  (feet) POSTED
 LH0713  ______________________________________________________________________
 LH0713  GEOID HEIGHT    -        -24.574 (meters)                     GEOID18
 LH0713  DYNAMIC HEIGHT  -        721.85  (meters)     2368.3   (feet) COMP
 LH0713  MODELED GRAVITY -    979,965.5   (mgal)                       NAVD 88
 LH0713
 LH0713  VERT ORDER      -  * POSTED, SEE BELOW
 LH0713
 LH0713.The horizontal coordinates were scaled from a map and have
 LH0713.an estimated accuracy of +/- 6 seconds.
 LH0713
 LH0713.The orthometric height was determined by differential leveling
 LH0713.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LH0713
 LH0713.* This is a POSTED BENCH MARK height.
 LH0713
 LH0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0713.GEOID18 height accuracy estimate available here.
 LH0713
 LH0713.Click photographs - Photos may exist for this station.
 LH0713
 LH0713.The dynamic height is computed by dividing the NAVD 88
 LH0713.geopotential number by the normal gravity value computed on the
 LH0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0713.degrees latitude (g = 980.6199 gals.).
 LH0713
 LH0713.The modeled gravity was interpolated from observed gravity values.
 LH0713
 LH0713;                    North         East    Units  Estimated Accuracy
 LH0713;SPC NE       -    63,910.      508,770.      MT  (+/- 180 meters Scaled)
 LH0713
 LH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239735(NAD 83)
 LH0713
 LH0713                          SUPERSEDED SURVEY CONTROL
 LH0713
 LH0713  NGVD 29 (??/??/92)  722.025  (m)         2368.84   (f) ADJ UNCH    1 2
 LH0713
 LH0713.Superseded values are not recommended for survey control.
 LH0713
 LH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0713.See file dsdata.pdf to determine how the superseded data were derived.
 LH0713
 LH0713_MARKER: DB = BENCH MARK DISK
 LH0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0713_STAMPING: S 24 1933
 LH0713_MARK LOGO: CGS
 LH0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0713+STABILITY: SURFACE MOTION
 LH0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0713+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2013
 LH0713
 LH0713  HISTORY     - Date     Condition        Report By
 LH0713  HISTORY     - 1933     MONUMENTED       CGS
 LH0713  HISTORY     - 1934     GOOD             CGS
 LH0713  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0713  HISTORY     - 20130521 GOOD             INDIV
 LH0713
 LH0713                          STATION DESCRIPTION
 LH0713
 LH0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0713'8 MI N FROM ARAPAHOE.
 LH0713'IN GOSPER COUNTY, 8.0 MILES NORTH ALONG STATE HIGHWAY 21 FROM
 LH0713'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE,
 LH0713'FURNAS COUNTY, 24 FEET NORTH OF THE CENTERLINE OF A SECTION-ROAD
 LH0713'LEADING WEST, 8 FEET WEST OF A CORNER FENCE POST AND TELEPHONE
 LH0713'POLE, 2 FEET SOUTH OF A FENCE, AND 42 FEET WEST OF THE CENTERLINE
 LH0713'OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 24 1933 AND SET IN
 LH0713'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LH0713
 LH0713                          STATION RECOVERY (1986)
 LH0713
 LH0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0713'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 LH0713
 LH0713                          STATION RECOVERY (2013)
 LH0713
 LH0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 LH0713'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0714 ***********************************************************************
 LH0714  DESIGNATION -  S 24 RESET
 LH0714  PID         -  LH0714
 LH0714  STATE/COUNTY-  NE/GOSPER
 LH0714  COUNTRY     -  US
 LH0714  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0714
 LH0714                         *CURRENT SURVEY CONTROL
 LH0714  ______________________________________________________________________
 LH0714* NAD 83(1995) POSITION- 40 24 32.86436(N) 099 53 47.75079(W)   ADJUSTED
 LH0714* NAD 83(1995) ELLIP HT-   697.809 (meters)        (06/27/02)   ADJUSTED
 LH0714* NAVD 88 ORTHO HEIGHT -   722.426 (meters)     2370.16  (feet) ADJUSTED
 LH0714  ______________________________________________________________________
 LH0714  GEOID HEIGHT    -        -24.574 (meters)                     GEOID18
 LH0714  NAD 83(1995) X  -   -835,963.754 (meters)                     COMP
 LH0714  NAD 83(1995) Y  - -4,791,536.374 (meters)                     COMP
 LH0714  NAD 83(1995) Z  -  4,113,134.073 (meters)                     COMP
 LH0714  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 LH0714  DYNAMIC HEIGHT  -        721.966 (meters)     2368.65  (feet) COMP
 LH0714  MODELED GRAVITY -    979,965.5   (mgal)                       NAVD 88
 LH0714
 LH0714  HORZ ORDER      -  FIRST
 LH0714  VERT ORDER      -  FIRST     CLASS II
 LH0714  ELLP ORDER      -  FOURTH    CLASS I
 LH0714
 LH0714.The horizontal coordinates were established by GPS observations
 LH0714.and adjusted by the National Geodetic Survey in August 1997.
 LH0714
 LH0714.The orthometric height was determined by differential leveling and
 LH0714.adjusted by the NATIONAL GEODETIC SURVEY
 LH0714.in June 1991.
 LH0714
 LH0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0714.GEOID18 height accuracy estimate available here.
 LH0714
 LH0714.Click photographs - Photos may exist for this station.
 LH0714
 LH0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0714
 LH0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0714
 LH0714.The ellipsoidal height was determined by GPS observations
 LH0714.and is referenced to NAD 83.
 LH0714
 LH0714.The dynamic height is computed by dividing the NAVD 88
 LH0714.geopotential number by the normal gravity value computed on the
 LH0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0714.degrees latitude (g = 980.6199 gals.).
 LH0714
 LH0714.The modeled gravity was interpolated from observed gravity values.
 LH0714
 LH0714. The following values were computed from the NAD 83(1995) position.
 LH0714
 LH0714;                    North         East     Units Scale Factor Converg.
 LH0714;SPC NE       -    63,936.750   508,775.614   MT  0.99984004   +0 04 06.7
 LH0714;SPC NE       -   209,765.82  1,669,207.99   sFT  0.99984004   +0 04 06.7
 LH0714;UTM  14      - 4,473,554.016   423,924.925   MT  0.99967124   -0 34 52.5
 LH0714
 LH0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0714!SPC NE       -   0.99989055  x   0.99984004  =   0.99973060
 LH0714!UTM  14      -   0.99989055  x   0.99967124  =   0.99956182
 LH0714
 LH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2392473554(NAD 83)
 LH0714
 LH0714                          SUPERSEDED SURVEY CONTROL
 LH0714
 LH0714  ELLIP H (08/18/97)  697.847  (m)                       GP(       ) 4 1
 LH0714  NAD 83(1986)-  40 24 32.86969(N)    099 53 47.75345(W) AD(       ) 1
 LH0714  NGVD 29 (??/??/??)  722.15   (m)         2369.3    (f) RESET       3  
 LH0714  NGVD 29 (02/14/92)  722.127  (m)         2369.18   (f) ADJUSTED    1 2
 LH0714  NGVD 29 (02/23/90)  722.     (m)  RAPSU86  model used  GPS OBS        
 LH0714
 LH0714.Superseded values are not recommended for survey control.
 LH0714
 LH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0714.See file dsdata.pdf to determine how the superseded data were derived.
 LH0714
 LH0714_MARKER: DB = BENCH MARK DISK
 LH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0714_STAMPING: S 24 RESET 1961
 LH0714_MARK LOGO: CGS
 LH0714_PROJECTION: RECESSED 10 CENTIMETERS
 LH0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0714+STABILITY: SURFACE MOTION
 LH0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0714+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 LH0714
 LH0714  HISTORY     - Date     Condition        Report By
 LH0714  HISTORY     - 1961     MONUMENTED       NEDR
 LH0714  HISTORY     - 1986     GOOD             NGS
 LH0714  HISTORY     - 19890517 GOOD             NGS
 LH0714
 LH0714                          STATION DESCRIPTION
 LH0714
 LH0714'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0714'7.7 MI N FROM ARAPAHOE.
 LH0714'THIS BENCH MARK IS LOCATED ABOUT 7.7 MILES NORTH ALONG STATE
 LH0714'HIGHWAY 21 FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0714'STATION AT ARAPAHOE, FURNAS COUNTY, 35 FEET NORTH OF THE
 LH0714'CENTERLINE OF A SECTION ROAD LEADING WEST, 62 FEET WEST OF THE
 LH0714'CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A TELEPHONE POLE,
 LH0714'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 LH0714'ABOVE THE GROUND.
 LH0714
 LH0714                          STATION RECOVERY (1986)
 LH0714
 LH0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0714'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.55 KM (7.2
 LH0714'MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0714'34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 LH0714'ROAD LEADING WEST, 0.4 KM (0.25 MI) NORTH OF MILEPOST 28, 18.9 METERS
 LH0714'(62 FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTH OF
 LH0714'THE CENTER OF THE ROAD, 1.5 METERS (5 FT) NORTH OF AN UNDERGROUND
 LH0714'CABLE WITNESS POST AND 0.9 METER (3 FT) SOUTH OF A CONCRETE RIGHT OF
 LH0714'WAY POST.
 LH0714'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 LH0714'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LH0714
 LH0714                          STATION RECOVERY (1989)
 LH0714
 LH0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0714'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF ARAPAHOE,
 LH0714'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 283 AND A GRAVEL ROAD, IN
 LH0714'THE SOUTHEAST OCRNER OF A CULTIVATED FIELD.  OWNERSHIP--GOSPER COUNTY.
 LH0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 283
 LH0714'IN ARAPAHOE, GO NORTH ON U.S. HIGHWAY 283 FOR 4.98 KM (3.10 MI) TO A
 LH0714'GRAVEL CROSSROAD AT THE FURNAS-GOSPER COUNTY LINE.  CONTINUE AHEAD FOR
 LH0714'6.47 KM (4.00 MI) TO A GRAVEL ROAD AND THE STATION ON THE LEFT.
 LH0714'THE STATION MARK IS SET 19.0 M (62.3 FT) WEST OF AND LEVEL WITH THE
 LH0714'HIGHWAY CENTERLINE, 11.5 M (37.7 FT) NORTH OF THE APPROXIMATE CENTER
 LH0714'OF THE GRAVEL ROAD, 1.4 M (4.6 FT) NORTH OF A SAWED-OFF UTILITY
 LH0714'--1M/4-- AT A TELEPHONE PEDESTAL, 1.0 M (3.3 FT) SOUTHWEST OF A
 LH0714'RIGHT-OF-WAY POST AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 LH0714'DESCRIBED BY G.R.HEID, TYPED BY E.A.RICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0154 ***********************************************************************
 MK0154  DESIGNATION -  S 241
 MK0154  PID         -  MK0154
 MK0154  STATE/COUNTY-  NE/BURT
 MK0154  COUNTRY     -  US
 MK0154  USGS QUAD   -  TEKAMAH (2017)
 MK0154
 MK0154                         *CURRENT SURVEY CONTROL
 MK0154  ______________________________________________________________________
 MK0154* NAD 83(1986) POSITION- 41 47 36.     (N) 096 09 14.     (W)   SCALED
 MK0154* NAVD 88 ORTHO HEIGHT -   314.406 (meters)     1031.51  (feet) ADJUSTED
 MK0154  ______________________________________________________________________
 MK0154  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 MK0154  DYNAMIC HEIGHT  -        314.282 (meters)     1031.11  (feet) COMP
 MK0154  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 MK0154
 MK0154  VERT ORDER      -  SECOND    CLASS 0
 MK0154
 MK0154.The horizontal coordinates were scaled from a map and have
 MK0154.an estimated accuracy of +/- 6 seconds.
 MK0154
 MK0154.The orthometric height was determined by differential leveling and
 MK0154.adjusted by the NATIONAL GEODETIC SURVEY
 MK0154.in June 1991.
 MK0154
 MK0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0154.GEOID18 height accuracy estimate available here.
 MK0154
 MK0154.Click photographs - Photos may exist for this station.
 MK0154
 MK0154.The dynamic height is computed by dividing the NAVD 88
 MK0154.geopotential number by the normal gravity value computed on the
 MK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0154.degrees latitude (g = 980.6199 gals.).
 MK0154
 MK0154.The modeled gravity was interpolated from observed gravity values.
 MK0154
 MK0154;                    North         East    Units  Estimated Accuracy
 MK0154;SPC NE       -   224,720.      819,470.      MT  (+/- 180 meters Scaled)
 MK0154
 MK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364307(NAD 83)
 MK0154
 MK0154                          SUPERSEDED SURVEY CONTROL
 MK0154
 MK0154  NGVD 29 (??/??/92)  314.265  (m)         1031.05   (f) ADJ UNCH    2 0
 MK0154
 MK0154.Superseded values are not recommended for survey control.
 MK0154
 MK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0154.See file dsdata.pdf to determine how the superseded data were derived.
 MK0154
 MK0154_MARKER: DB = BENCH MARK DISK
 MK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0154_STAMPING: S 241 1947
 MK0154_MARK LOGO: CGS
 MK0154_PROJECTION: FLUSH
 MK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0154+STABILITY: SURFACE MOTION
 MK0154
 MK0154  HISTORY     - Date     Condition        Report By
 MK0154  HISTORY     - 1947     MONUMENTED       CGS
 MK0154  HISTORY     - 1974     GOOD             LOCSUR
 MK0154
 MK0154                          STATION DESCRIPTION
 MK0154
 MK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0154'4.4 MI NE FROM TEKAMAH.
 MK0154'3.25 MILES EAST AND 1.15 MILE NORTH ALONG GRAVEL ROADS FROM THE
 MK0154'COURT HOUSE AT TEKAMAH, 251.0 FEET NORTH OF THE CENTER OF A
 MK0154'CONCRETE WALK LEADING WEST TO A FARM HOUSE, 75.0 FEET NORTH
 MK0154'NORTHWEST OF A TELEPHONE POLE, 71.0 FEET WEST OF AND ACROSS THE
 MK0154'ROAD FROM POWER LINE POLE NO. B225, 41.0 FEET WEST OF THE CENTER
 MK0154'OF THE ROAD, 2.3 FEET EAST OF THE NORTHEAST CORNER OF A LARGE
 MK0154'SHEET METAL IMPLEMENT SHED AND HAY BARN, 1.3 FOOT EAST OF A
 MK0154'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST ABOUT THE
 MK0154'SAME ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE
 MK0154'GROUND.
 MK0154
 MK0154                          STATION RECOVERY (1974)
 MK0154
 MK0154'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0608 ***********************************************************************
 MK0608  DESIGNATION -  S 242
 MK0608  PID         -  MK0608
 MK0608  STATE/COUNTY-  NE/WASHINGTON
 MK0608  COUNTRY     -  US
 MK0608  USGS QUAD   -  ARLINGTON (2017)
 MK0608
 MK0608                         *CURRENT SURVEY CONTROL
 MK0608  ______________________________________________________________________
 MK0608* NAD 83(1986) POSITION- 41 24 27.     (N) 096 16 15.     (W)   SCALED
 MK0608* NAVD 88 ORTHO HEIGHT -   393.657 (meters)     1291.52  (feet) ADJUSTED
 MK0608  ______________________________________________________________________
 MK0608  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 MK0608  DYNAMIC HEIGHT  -        393.470 (meters)     1290.91  (feet) COMP
 MK0608  MODELED GRAVITY -    980,136.0   (mgal)                       NAVD 88
 MK0608
 MK0608  VERT ORDER      -  SECOND    CLASS 0
 MK0608
 MK0608.The horizontal coordinates were scaled from a map and have
 MK0608.an estimated accuracy of +/- 6 seconds.
 MK0608
 MK0608.The orthometric height was determined by differential leveling and
 MK0608.adjusted by the NATIONAL GEODETIC SURVEY
 MK0608.in June 1991.
 MK0608
 MK0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0608.GEOID18 height accuracy estimate available here.
 MK0608
 MK0608.Click photographs - Photos may exist for this station.
 MK0608
 MK0608.The dynamic height is computed by dividing the NAVD 88
 MK0608.geopotential number by the normal gravity value computed on the
 MK0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0608.degrees latitude (g = 980.6199 gals.).
 MK0608
 MK0608.The modeled gravity was interpolated from observed gravity values.
 MK0608
 MK0608;                    North         East    Units  Estimated Accuracy
 MK0608;SPC NE       -   181,490.      811,610.      MT  (+/- 180 meters Scaled)
 MK0608
 MK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281875(NAD 83)
 MK0608
 MK0608                          SUPERSEDED SURVEY CONTROL
 MK0608
 MK0608  NGVD 29 (??/??/92)  393.509  (m)         1291.04   (f) ADJ UNCH    2 0
 MK0608
 MK0608.Superseded values are not recommended for survey control.
 MK0608
 MK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0608.See file dsdata.pdf to determine how the superseded data were derived.
 MK0608
 MK0608_MARKER: DB = BENCH MARK DISK
 MK0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0608_STAMPING: S 242 1947
 MK0608_MARK LOGO: CGS
 MK0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0608+STABILITY: SURFACE MOTION
 MK0608
 MK0608  HISTORY     - Date     Condition        Report By
 MK0608  HISTORY     - 1949     MONUMENTED       CGS
 MK0608
 MK0608                          STATION DESCRIPTION
 MK0608
 MK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0608'6.9 MI SE FROM ARLINGTON.
 MK0608'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0608'FROM THE STATION AT ARLINGTON, THENCE 2.4 MILES SOUTH ALONG A
 MK0608'GRAVEL ROAD, IN THE NORTHEAST ANGLE OF THE CROSSING OF A
 MK0608'PRIVATE GRAVEL ROAD, 39.0 FEET EAST OF THE CENTER LINE OF THE
 MK0608'MAIN ROAD, 32.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK0608'DRIVEWAY, 4.8 FEET SOUTH OF THE SOUTH SIDE OF A 36-INCH MAPLE
 MK0608'TREE, 2.0 FEET NORTH OF A 4X4 MARKER POST, SET IN A CONCRETE
 MK0608'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 MK0608'FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.5 MILE NORTH ALONG
 MK0608'STATE HIGHWAY NO. 8 AND 2.15 MILES NORTH ALONG A GRAVEL ROAD
 MK0608'FROM THE PUBLIC SCHOOL AT ELK CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0153 ***********************************************************************
 MK0153  DESIGNATION -  S 243
 MK0153  PID         -  MK0153
 MK0153  STATE/COUNTY-  NE/BURT
 MK0153  COUNTRY     -  US
 MK0153  USGS QUAD   -  TEKAMAH (2017)
 MK0153
 MK0153                         *CURRENT SURVEY CONTROL
 MK0153  ______________________________________________________________________
 MK0153* NAD 83(1986) POSITION- 41 46 14.     (N) 096 08 37.     (W)   SCALED
 MK0153* NAVD 88 ORTHO HEIGHT -   314.299 (meters)     1031.16  (feet) ADJUSTED
 MK0153  ______________________________________________________________________
 MK0153  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 MK0153  DYNAMIC HEIGHT  -        314.174 (meters)     1030.75  (feet) COMP
 MK0153  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 MK0153
 MK0153  VERT ORDER      -  SECOND    CLASS 0
 MK0153
 MK0153.The horizontal coordinates were scaled from a map and have
 MK0153.an estimated accuracy of +/- 6 seconds.
 MK0153
 MK0153.The orthometric height was determined by differential leveling and
 MK0153.adjusted by the NATIONAL GEODETIC SURVEY
 MK0153.in June 1991.
 MK0153
 MK0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0153.GEOID18 height accuracy estimate available here.
 MK0153
 MK0153.Click photographs - Photos may exist for this station.
 MK0153
 MK0153.The dynamic height is computed by dividing the NAVD 88
 MK0153.geopotential number by the normal gravity value computed on the
 MK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0153.degrees latitude (g = 980.6199 gals.).
 MK0153
 MK0153.The modeled gravity was interpolated from observed gravity values.
 MK0153
 MK0153;                    North         East    Units  Estimated Accuracy
 MK0153;SPC NE       -   222,230.      820,440.      MT  (+/- 180 meters Scaled)
 MK0153
 MK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM374282(NAD 83)
 MK0153
 MK0153                          SUPERSEDED SURVEY CONTROL
 MK0153
 MK0153  NGVD 29 (??/??/92)  314.159  (m)         1030.70   (f) ADJ UNCH    2 0
 MK0153
 MK0153.Superseded values are not recommended for survey control.
 MK0153
 MK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0153.See file dsdata.pdf to determine how the superseded data were derived.
 MK0153
 MK0153_MARKER: DB = BENCH MARK DISK
 MK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0153_STAMPING: S 243 1947
 MK0153_MARK LOGO: CGS
 MK0153_PROJECTION: FLUSH
 MK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0153+STABILITY: SURFACE MOTION
 MK0153
 MK0153  HISTORY     - Date     Condition        Report By
 MK0153  HISTORY     - 1947     MONUMENTED       CGS
 MK0153  HISTORY     - 1974     GOOD             LOCSUR
 MK0153
 MK0153                          STATION DESCRIPTION
 MK0153
 MK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0153'4.5 MI SE FROM TEKAMAH.
 MK0153'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0153'TEKAMAH, THENCE 0.5 MILE SOUTH AND 0.5 MILE EAST ALONG GRAVEL
 MK0153'ROADS, AT A POINT WHERE THE ROAD TURNS SOUTH, 63.0 FEET SOUTHWEST
 MK0153'OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK FOUNDATION OF A
 MK0153'LARGE FARM HOUSE, 60.0 FEET WEST OF A POINT IN LINE WITH THE
 MK0153'CENTER OF THE NORTH-SOUTH SECTION OF THE ROAD, 36.6 FEET EAST OF
 MK0153'TELEPHONE POLE NO. 123 14, 31.0 FEET NORTH OF THE CENTER OF THE
 MK0153'ROAD, 6.7 FEET WEST OF THE WEST SIDE OF A 3-FOOT ELM TREE, 1.5
 MK0153'FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 MK0153'FEET BELOW THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 MK0153
 MK0153                          STATION RECOVERY (1974)
 MK0153
 MK0153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1816 ***********************************************************************
 MK1816  DESIGNATION -  S 244 RESET
 MK1816  PID         -  MK1816
 MK1816  STATE/COUNTY-  NE/WASHINGTON
 MK1816  COUNTRY     -  US
 MK1816  USGS QUAD   -  HERMAN (2017)
 MK1816
 MK1816                         *CURRENT SURVEY CONTROL
 MK1816  ______________________________________________________________________
 MK1816* NAD 83(1986) POSITION- 41 40 34.     (N) 096 13 02.     (W)   SCALED
 MK1816* NAVD 88 ORTHO HEIGHT -   316.47  (meters)     1038.3   (feet) RESET
 MK1816  ______________________________________________________________________
 MK1816  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 MK1816  VERT ORDER      -  THIRD
 MK1816
 MK1816.The horizontal coordinates were scaled from a map and have
 MK1816.an estimated accuracy of +/- 6 seconds.
 MK1816
 MK1816.The orthometric height was computed from unverified reset data.
 MK1816
 MK1816.No vertical observational check was made to the station.
 MK1816
 MK1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1816.GEOID18 height accuracy estimate available here.
 MK1816
 MK1816.Click photographs - Photos may exist for this station.
 MK1816
 MK1816;                    North         East    Units  Estimated Accuracy
 MK1816;SPC NE       -   211,480.      814,780.      MT  (+/- 180 meters Scaled)
 MK1816
 MK1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM316175(NAD 83)
 MK1816
 MK1816                          SUPERSEDED SURVEY CONTROL
 MK1816
 MK1816  NGVD 29 (01/31/13)  316.33   (m)         1037.8    (f) RESET       3  
 MK1816
 MK1816.Superseded values are not recommended for survey control.
 MK1816
 MK1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1816.See file dsdata.pdf to determine how the superseded data were derived.
 MK1816
 MK1816_MARKER: DV = VERTICAL CONTROL DISK
 MK1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1816_STAMPING: S 244 RESET 1980
 MK1816_MARK LOGO: NGS
 MK1816_PROJECTION: FLUSH
 MK1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1816+STABILITY: SURFACE MOTION
 MK1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1816+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2016
 MK1816
 MK1816  HISTORY     - Date     Condition        Report By
 MK1816  HISTORY     - 1980     MONUMENTED       NEDR
 MK1816  HISTORY     - 20160713 GOOD             INDIV
 MK1816
 MK1816                          STATION DESCRIPTION
 MK1816
 MK1816'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1980
 MK1816'IN HERMAN.
 MK1816'IN HERMAN, 0.2 MILE NORTH ALONG U.S. HIGHWAY 73 FROM THE POST
 MK1816'OFFICE AND 291.5 FEET NORTH OF THE CENTER OF 9TH STREET RUNNING
 MK1816'WEST, 69.0 FEET EAST OF THE CENTER OF HIGHWAY 73, AND 1.0 FOOT
 MK1816'WEST OF A STATE OF NEBRASKA CONCRETE RIGHT-OF-WAY MARKER.
 MK1816'THE MARK IS 2.5 FT BELOW HIGHWAY.
 MK1816
 MK1816                          STATION RECOVERY (2016)
 MK1816
 MK1816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MK1816'FOUND GOOD CONDITION,0.1 IN. BELOW SURFACE, EAST 1.35 FT. TO BOTTOM
 MK1816'ORANGE CARSONITE WITNESS SIGN, SOUTH 84.75 FT.TO NW CORNER TELE
 MK1816'PEDESTAL BOX,LAT.41 40 36.25 LONG. 096 13 01.5 AT MILEPOST 125+83 ON
 MK1816'HWY 75, NOT GPSABLE BECAUSE OF TREES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0087 ***********************************************************************
 MK0087  DESIGNATION -  S 246
 MK0087  PID         -  MK0087
 MK0087  STATE/COUNTY-  NE/WASHINGTON
 MK0087  COUNTRY     -  US
 MK0087  USGS QUAD   -  BLAIR (2017)
 MK0087
 MK0087                         *CURRENT SURVEY CONTROL
 MK0087  ______________________________________________________________________
 MK0087* NAD 83(1986) POSITION- 41 34 24.     (N) 096 09 50.     (W)   SCALED
 MK0087* NAVD 88 ORTHO HEIGHT -   329.158 (meters)     1079.91  (feet) ADJUSTED
 MK0087  ______________________________________________________________________
 MK0087  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 MK0087  DYNAMIC HEIGHT  -        329.011 (meters)     1079.43  (feet) COMP
 MK0087  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 MK0087
 MK0087  VERT ORDER      -  SECOND    CLASS 0
 MK0087
 MK0087.The horizontal coordinates were scaled from a map and have
 MK0087.an estimated accuracy of +/- 6 seconds.
 MK0087
 MK0087.The orthometric height was determined by differential leveling and
 MK0087.adjusted by the NATIONAL GEODETIC SURVEY
 MK0087.in June 1991.
 MK0087
 MK0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0087.GEOID18 height accuracy estimate available here.
 MK0087
 MK0087.Click photographs - Photos may exist for this station.
 MK0087
 MK0087.The dynamic height is computed by dividing the NAVD 88
 MK0087.geopotential number by the normal gravity value computed on the
 MK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0087.degrees latitude (g = 980.6199 gals.).
 MK0087
 MK0087.The modeled gravity was interpolated from observed gravity values.
 MK0087
 MK0087;                    North         East    Units  Estimated Accuracy
 MK0087;SPC NE       -   200,280.      819,730.      MT  (+/- 180 meters Scaled)
 MK0087
 MK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364062(NAD 83)
 MK0087
 MK0087                          SUPERSEDED SURVEY CONTROL
 MK0087
 MK0087  NGVD 29 (??/??/92)  329.017  (m)         1079.45   (f) ADJ UNCH    2 0
 MK0087
 MK0087.Superseded values are not recommended for survey control.
 MK0087
 MK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0087.See file dsdata.pdf to determine how the superseded data were derived.
 MK0087
 MK0087_MARKER: DB = BENCH MARK DISK
 MK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0087_STAMPING: S 246 1947
 MK0087_MARK LOGO: CGS
 MK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0087+STABILITY: SURFACE MOTION
 MK0087
 MK0087  HISTORY     - Date     Condition        Report By
 MK0087  HISTORY     - 1947     MONUMENTED       CGS
 MK0087  HISTORY     - 19920205 MARK NOT FOUND   NGS
 MK0087
 MK0087                          STATION DESCRIPTION
 MK0087
 MK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0087'2.9 MI NW FROM BLAIR.
 MK0087'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 2.5 MILES NORTHWEST
 MK0087'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, ALONG
 MK0087'THE WEST SIDE OF A SCHOOL YARD, 196.0 FEET NORTH OF THE CENTER OF
 MK0087'A DIRT ROAD LEADING EAST, 45.0 FEET NORTH OF THE CENTER OF A
 MK0087'CONCRETE WALK LEADING EAST TO THE SCHOOL BUILDING, 42.2 FEET
 MK0087'EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF A REFERENCE
 MK0087'POST, 0.6 FOOT WEST OF A NET WIRE SCHOOL YARD FENCE, SET IN A
 MK0087'CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
 MK0087
 MK0087                          STATION RECOVERY (1992)
 MK0087
 MK0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MK0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1052 ***********************************************************************
 MK1052  DESIGNATION -  S 247
 MK1052  PID         -  MK1052
 MK1052  STATE/COUNTY-  NE/DODGE
 MK1052  COUNTRY     -  US
 MK1052  USGS QUAD   -  UEHLING (2017)
 MK1052
 MK1052                         *CURRENT SURVEY CONTROL
 MK1052  ______________________________________________________________________
 MK1052* NAD 83(1986) POSITION- 41 38 12.     (N) 096 31 10.     (W)   SCALED
 MK1052* NAVD 88 ORTHO HEIGHT -   370.896 (meters)     1216.85  (feet) ADJUSTED
 MK1052  ______________________________________________________________________
 MK1052  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 MK1052  DYNAMIC HEIGHT  -        370.751 (meters)     1216.37  (feet) COMP
 MK1052  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 MK1052
 MK1052  VERT ORDER      -  SECOND    CLASS 0
 MK1052
 MK1052.The horizontal coordinates were scaled from a map and have
 MK1052.an estimated accuracy of +/- 6 seconds.
 MK1052
 MK1052.The orthometric height was determined by differential leveling and
 MK1052.adjusted by the NATIONAL GEODETIC SURVEY
 MK1052.in June 1991.
 MK1052
 MK1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1052.GEOID18 height accuracy estimate available here.
 MK1052
 MK1052.Click photographs - Photos may exist for this station.
 MK1052
 MK1052.The dynamic height is computed by dividing the NAVD 88
 MK1052.geopotential number by the normal gravity value computed on the
 MK1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1052.degrees latitude (g = 980.6199 gals.).
 MK1052
 MK1052.The modeled gravity was interpolated from observed gravity values.
 MK1052
 MK1052;                    North         East    Units  Estimated Accuracy
 MK1052;SPC NE       -   206,050.      789,830.      MT  (+/- 180 meters Scaled)
 MK1052
 MK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM066124(NAD 83)
 MK1052
 MK1052                          SUPERSEDED SURVEY CONTROL
 MK1052
 MK1052  NGVD 29 (??/??/92)  370.763  (m)         1216.41   (f) ADJ UNCH    2 0
 MK1052
 MK1052.Superseded values are not recommended for survey control.
 MK1052
 MK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1052.See file dsdata.pdf to determine how the superseded data were derived.
 MK1052
 MK1052_MARKER: DB = BENCH MARK DISK
 MK1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1052_SP_SET: PIER
 MK1052_STAMPING: S 247 1947
 MK1052_MARK LOGO: CGS
 MK1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1052
 MK1052  HISTORY     - Date     Condition        Report By
 MK1052  HISTORY     - 1947     MONUMENTED       CGS
 MK1052  HISTORY     - 20180327 GOOD             OLSSON
 MK1052
 MK1052                          STATION DESCRIPTION
 MK1052
 MK1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1052'2 MI N FROM WINSLOW.
 MK1052'2.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1052'RAILROAD FROM THE STATION AT WINSLOW, AT THE NORTH END OF
 MK1052'BRIDGE NO. 45.63 OVER LOGAN CREEK, 6.8 FEET WEST OF THE WEST RAIL
 MK1052'OF THE TRACK, 3.6 FEET BELOW THE BASE OF THE RAILS, 2.3 FEET
 MK1052'SOUTH OF THE NORTH END OF THE STEEL SECTION OF THE BRIDGE,
 MK1052'0.5 FOOT SOUTH OF THE SOUTHWEST CORNER OF A STEEL ANCHOR PLATE
 MK1052'FOR THE BRIDGE, SET IN TOP OF AND 0.8 FOOT NORTH OF THE SOUTH
 MK1052'EDGE OF THE WEST END OF THE NORTH CONCRETE PIER FOR THE BRIDGE.
 MK1052
 MK1052                          STATION RECOVERY (2018)
 MK1052
 MK1052'RECOVERY NOTE BY OLSSON ASSOCIATES 2018 (GVP)
 MK1052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0457 ***********************************************************************
 NM0457  DESIGNATION -  S 248
 NM0457  PID         -  NM0457
 NM0457  STATE/COUNTY-  NE/THURSTON
 NM0457  COUNTRY     -  US
 NM0457  USGS QUAD   -  MACY (2017)
 NM0457
 NM0457                         *CURRENT SURVEY CONTROL
 NM0457  ______________________________________________________________________
 NM0457* NAD 83(1986) POSITION- 42 03 45.     (N) 096 18 19.     (W)   SCALED
 NM0457* NAVD 88 ORTHO HEIGHT -   393.766 (meters)     1291.88  (feet) ADJUSTED
 NM0457  ______________________________________________________________________
 NM0457  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 NM0457  DYNAMIC HEIGHT  -        393.629 (meters)     1291.43  (feet) COMP
 NM0457  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 NM0457
 NM0457  VERT ORDER      -  SECOND    CLASS 0
 NM0457
 NM0457.The horizontal coordinates were scaled from a map and have
 NM0457.an estimated accuracy of +/- 6 seconds.
 NM0457
 NM0457.The orthometric height was determined by differential leveling and
 NM0457.adjusted by the NATIONAL GEODETIC SURVEY
 NM0457.in June 1991.
 NM0457
 NM0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0457.GEOID18 height accuracy estimate available here.
 NM0457
 NM0457.Click photographs - Photos may exist for this station.
 NM0457
 NM0457.The dynamic height is computed by dividing the NAVD 88
 NM0457.geopotential number by the normal gravity value computed on the
 NM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0457.degrees latitude (g = 980.6199 gals.).
 NM0457
 NM0457.The modeled gravity was interpolated from observed gravity values.
 NM0457
 NM0457;                    North         East    Units  Estimated Accuracy
 NM0457;SPC NE       -   254,030.      805,630.      MT  (+/- 180 meters Scaled)
 NM0457
 NM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM229602(NAD 83)
 NM0457
 NM0457                          SUPERSEDED SURVEY CONTROL
 NM0457
 NM0457  NGVD 29 (??/??/92)  393.619  (m)         1291.40   (f) ADJ UNCH    2 0
 NM0457
 NM0457.Superseded values are not recommended for survey control.
 NM0457
 NM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0457.See file dsdata.pdf to determine how the superseded data were derived.
 NM0457
 NM0457_MARKER: DB = BENCH MARK DISK
 NM0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0457_STAMPING: S 248 1947
 NM0457_MARK LOGO: CGS
 NM0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0457+STABILITY: SURFACE MOTION
 NM0457
 NM0457  HISTORY     - Date     Condition        Report By
 NM0457  HISTORY     - 1947     MONUMENTED       CGS
 NM0457  HISTORY     - 1961     GOOD             CGS
 NM0457
 NM0457                          STATION DESCRIPTION
 NM0457
 NM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0457'6.1 MI NW FROM DECATUR.
 NM0457'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0457'DECATUR, THENCE NORTHWEST 5.1 MILES ALONG U.S. HIGHWAY NO. 73
 NM0457'E, 0.1 MILE NORTHWEST OF A FARM HOUSE AND A DIRT CROSS ROAD, 48.9
 NM0457'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 42.0 FEET EAST
 NM0457'OF A COTTONWOOD TREE 2.0 FEET IN DIAMETER, 17.8 FEET SOUTH OF
 NM0457'THE CENTER OF A FIELD ENTRANCE, 1.0 FOOT EAST OF A BARBED WIRE
 NM0457'FENCE, 2.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST AND SET
 NM0457'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 NM0457
 NM0457                          STATION RECOVERY (1961)
 NM0457
 NM0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0063 ***********************************************************************
 LH0063  DESIGNATION -  S 249
 LH0063  PID         -  LH0063
 LH0063  STATE/COUNTY-  NE/HALL
 LH0063  COUNTRY     -  US
 LH0063  USGS QUAD   -  GRAND ISLAND (2017)
 LH0063
 LH0063                         *CURRENT SURVEY CONTROL
 LH0063  ______________________________________________________________________
 LH0063* NAD 83(1986) POSITION- 40 58 06.     (N) 098 19 10.     (W)   SCALED
 LH0063* NAVD 88 ORTHO HEIGHT -   563.032 (meters)     1847.21  (feet) ADJUSTED
 LH0063  ______________________________________________________________________
 LH0063  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 LH0063  DYNAMIC HEIGHT  -        562.737 (meters)     1846.25  (feet) COMP
 LH0063  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LH0063
 LH0063  VERT ORDER      -  FIRST     CLASS II
 LH0063
 LH0063.This mark is at Central Nebraska Regional Airport (GRI)
 LH0063
 LH0063.The horizontal coordinates were scaled from a map and have
 LH0063.an estimated accuracy of +/- 6 seconds.
 LH0063
 LH0063.The orthometric height was determined by differential leveling and
 LH0063.adjusted by the NATIONAL GEODETIC SURVEY
 LH0063.in June 1991.
 LH0063
 LH0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0063.GEOID18 height accuracy estimate available here.
 LH0063
 LH0063.Click photographs - Photos may exist for this station.
 LH0063
 LH0063.The dynamic height is computed by dividing the NAVD 88
 LH0063.geopotential number by the normal gravity value computed on the
 LH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0063.degrees latitude (g = 980.6199 gals.).
 LH0063
 LH0063.The modeled gravity was interpolated from observed gravity values.
 LH0063
 LH0063;                    North         East    Units  Estimated Accuracy
 LH0063;SPC NE       -   127,390.      641,410.      MT  (+/- 180 meters Scaled)
 LH0063
 LH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572354(NAD 83)
 LH0063
 LH0063                          SUPERSEDED SURVEY CONTROL
 LH0063
 LH0063  NGVD 29 (??/??/92)  562.781  (m)         1846.39   (f) ADJ UNCH    1 2
 LH0063
 LH0063.Superseded values are not recommended for survey control.
 LH0063
 LH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0063.See file dsdata.pdf to determine how the superseded data were derived.
 LH0063
 LH0063_MARKER: DB = BENCH MARK DISK
 LH0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0063_SP_SET: BUILDING WALL
 LH0063_STAMPING: S 249 1947
 LH0063_MARK LOGO: CGS
 LH0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0063
 LH0063  HISTORY     - Date     Condition        Report By
 LH0063  HISTORY     - 1947     MONUMENTED       CGS
 LH0063  HISTORY     - 1965     GOOD             CGS
 LH0063  HISTORY     - 1976     GOOD             NGS
 LH0063  HISTORY     - 1990     GOOD             USPSQD
 LH0063  HISTORY     - 20030813 GOOD             USPSQD
 LH0063
 LH0063                          STATION DESCRIPTION
 LH0063
 LH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0063'3.5 MI NE FROM GRAND ISLAND.
 LH0063'APPROXIMATELY 3.5 MILES NORTHEAST OF GRAND ISLAND, AT THE
 LH0063'GRAND ISLAND ARMY AIR BASE (ALSO THE MUNICIPAL AIRPORT),
 LH0063'APPROXIMATELY 115 YARDS NORTH OF THE ADMINISTRATION BUILDING,
 LH0063'SET IN THE EAST WALL OF THE MAIN HANGAR (THE ONLY HANGAR
 LH0063'CONSTRUCTED OF CONCRETE), 4.8 FEET SOUTH OF THE NORTHEAST
 LH0063'CORNER OF THE HANGAR, SET VERTICALLY IN A DRILL HOLE IN A
 LH0063'CONCRETE WALL 3.3 FEET ABOVE THE SURFACE OF THE GROUND.
 LH0063
 LH0063                          STATION RECOVERY (1965)
 LH0063
 LH0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LH0063'RECOVERED IN GOOD CONDITION.
 LH0063
 LH0063                          STATION RECOVERY (1976)
 LH0063
 LH0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0063'RECOVERED IN GOOD CONDITION.
 LH0063
 LH0063                          STATION RECOVERY (1990)
 LH0063
 LH0063'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0063'RECOVERED IN GOOD CONDITION.
 LH0063
 LH0063                          STATION RECOVERY (2003)
 LH0063
 LH0063'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0045 ***********************************************************************
 LJ0045  DESIGNATION -  S 25
 LJ0045  PID         -  LJ0045
 LJ0045  STATE/COUNTY-  NE/RED WILLOW
 LJ0045  COUNTRY     -  US
 LJ0045  USGS QUAD   -  DANBURY NE (2017)
 LJ0045
 LJ0045                         *CURRENT SURVEY CONTROL
 LJ0045  ______________________________________________________________________
 LJ0045* NAD 83(1986) POSITION- 40 14 36.97   (N) 100 21 06.67   (W)   HD_HELD1
 LJ0045* NAVD 88 ORTHO HEIGHT -   713.532 (meters)     2340.98  (feet) ADJUSTED
 LJ0045  ______________________________________________________________________
 LJ0045  GEOID HEIGHT    -        -24.203 (meters)                     GEOID18
 LJ0045  DYNAMIC HEIGHT  -        713.067 (meters)     2339.45  (feet) COMP
 LJ0045  MODELED GRAVITY -    979,950.8   (mgal)                       NAVD 88
 LJ0045
 LJ0045  VERT ORDER      -  FIRST     CLASS II
 LJ0045
 LJ0045.The horizontal coordinates were determined by differentially corrected
 LJ0045.hand held GPS observations or other comparable positioning techniques
 LJ0045.and have an estimated accuracy of +/- 3 meters.
 LJ0045
 LJ0045.The orthometric height was determined by differential leveling and
 LJ0045.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0045.in June 1991.
 LJ0045
 LJ0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0045.GEOID18 height accuracy estimate available here.
 LJ0045
 LJ0045.Click photographs - Photos may exist for this station.
 LJ0045
 LJ0045.The dynamic height is computed by dividing the NAVD 88
 LJ0045.geopotential number by the normal gravity value computed on the
 LJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0045.degrees latitude (g = 980.6199 gals.).
 LJ0045
 LJ0045.The modeled gravity was interpolated from observed gravity values.
 LJ0045
 LJ0045;                    North         East    Units  Estimated Accuracy
 LJ0045;SPC NE       -    45,614.6     470,064.1     MT  (+/- 3 meters HH1 GPS) 
 LJ0045
 LJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8501555671(NAD 83)
 LJ0045
 LJ0045                          SUPERSEDED SURVEY CONTROL
 LJ0045
 LJ0045  NGVD 29 (??/??/92)  713.228  (m)         2339.98   (f) ADJ UNCH    1 2
 LJ0045
 LJ0045.Superseded values are not recommended for survey control.
 LJ0045
 LJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0045.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0045
 LJ0045_MARKER: DB = BENCH MARK DISK
 LJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0045_STAMPING: 2339.982 S 25 1933
 LJ0045_MARK LOGO: CGS
 LJ0045_PROJECTION: RECESSED 20 CENTIMETERS
 LJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0045+STABILITY: SURFACE MOTION
 LJ0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0045+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 LJ0045
 LJ0045  HISTORY     - Date     Condition        Report By
 LJ0045  HISTORY     - 1933     MONUMENTED       CGS
 LJ0045  HISTORY     - 1954     GOOD             CGS
 LJ0045  HISTORY     - 20070628 GOOD             INDIV
 LJ0045
 LJ0045                          STATION DESCRIPTION
 LJ0045
 LJ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LJ0045'3.5 MI E FROM INDIANOLA.
 LJ0045'3.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0045'FROM THE STATION AT INDIANOLA, REDWILLOW COUNTY, AT MILEAGE
 LJ0045'272.70, 83 YARDS WEST OF THE EAST END OF A SMALL TRESTLE FORMING
 LJ0045'A CATTLE UNDERPASS, AT A FARM-ROAD CROSSING, 47 FEET SOUTH OF
 LJ0045'THE SOUTH RAIL.  25 FEET WEST OF THE ROAD, AND 2 FEET NORTH OF
 LJ0045'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 25 1933 AND
 LJ0045'SET IN THE TOP OF A CONCRETE POST 8 INCHES BELOW THE GROUND.
 LJ0045'NOW STAMPED 2339.982 S 25 1933.
 LJ0045
 LJ0045                          STATION RECOVERY (2007)
 LJ0045
 LJ0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CLB)
 LJ0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0008 ***********************************************************************
 LH0008  DESIGNATION -  S 250
 LH0008  PID         -  LH0008
 LH0008  STATE/COUNTY-  NE/ADAMS
 LH0008  COUNTRY     -  US
 LH0008  USGS QUAD   -  HASTINGS WEST (2017)
 LH0008
 LH0008                         *CURRENT SURVEY CONTROL
 LH0008  ______________________________________________________________________
 LH0008* NAD 83(1986) POSITION- 40 34 04.     (N) 098 26 20.     (W)   SCALED
 LH0008* NAVD 88 ORTHO HEIGHT -   586.172 (meters)     1923.13  (feet) ADJUSTED
 LH0008  ______________________________________________________________________
 LH0008  GEOID HEIGHT    -        -25.286 (meters)                     GEOID18
 LH0008  DYNAMIC HEIGHT  -        585.841 (meters)     1922.05  (feet) COMP
 LH0008  MODELED GRAVITY -    980,041.8   (mgal)                       NAVD 88
 LH0008
 LH0008  VERT ORDER      -  FIRST     CLASS II
 LH0008
 LH0008.The horizontal coordinates were scaled from a map and have
 LH0008.an estimated accuracy of +/- 6 seconds.
 LH0008
 LH0008.The orthometric height was determined by differential leveling and
 LH0008.adjusted by the NATIONAL GEODETIC SURVEY
 LH0008.in June 1991.
 LH0008
 LH0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0008.GEOID18 height accuracy estimate available here.
 LH0008
 LH0008.Click photographs - Photos may exist for this station.
 LH0008
 LH0008.The dynamic height is computed by dividing the NAVD 88
 LH0008.geopotential number by the normal gravity value computed on the
 LH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0008.degrees latitude (g = 980.6199 gals.).
 LH0008
 LH0008.The modeled gravity was interpolated from observed gravity values.
 LH0008
 LH0008;                    North         East    Units  Estimated Accuracy
 LH0008;SPC NE       -    82,740.      632,160.      MT  (+/- 180 meters Scaled)
 LH0008
 LH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK474909(NAD 83)
 LH0008
 LH0008                          SUPERSEDED SURVEY CONTROL
 LH0008
 LH0008  NGVD 29 (??/??/92)  585.940  (m)         1922.37   (f) ADJ UNCH    1 2
 LH0008
 LH0008.Superseded values are not recommended for survey control.
 LH0008
 LH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0008.See file dsdata.pdf to determine how the superseded data were derived.
 LH0008
 LH0008_MARKER: DB = BENCH MARK DISK
 LH0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0008_SP_SET: BRIDGE ABUTMENT
 LH0008_STAMPING: S 250 1947
 LH0008_MARK LOGO: CGS
 LH0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0008
 LH0008  HISTORY     - Date     Condition        Report By
 LH0008  HISTORY     - 1947     MONUMENTED       CGS
 LH0008
 LH0008                          STATION DESCRIPTION
 LH0008
 LH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0008'3.6 MI SW FROM HASTINGS.
 LH0008'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0008'FROM THE STATION AT HASTINGS, THENCE WEST 1.6 MILES ALONG U.S.
 LH0008'HIGHWAY NO. 6 (ALTERNATE), IN THE TOP OF THE SOUTH CORNER OF
 LH0008'THE WEST ABUTMENT OF A BRIDGE, 135.0 FEET EAST OF A NORTH-SOUTH
 LH0008'SECTION LINE ROAD, 12.9 FEET SOUTH OF THE CENTER LINE OF THE
 LH0008'HIGHWAY, SET IN A DRILL HOLE IN CONCRETE ABOUT LEVEL WITH THE
 LH0008'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0009 ***********************************************************************
 LH0009  DESIGNATION -  S 250 RESET
 LH0009  PID         -  LH0009
 LH0009  STATE/COUNTY-  NE/ADAMS
 LH0009  COUNTRY     -  US
 LH0009  USGS QUAD   -  HASTINGS WEST (2017)
 LH0009
 LH0009                         *CURRENT SURVEY CONTROL
 LH0009  ______________________________________________________________________
 LH0009* NAD 83(1986) POSITION- 40 34 04.     (N) 098 26 22.     (W)   SCALED
 LH0009* NAVD 88 ORTHO HEIGHT -   586.06  (meters)     1922.8   (feet) RESET
 LH0009  ______________________________________________________________________
 LH0009  GEOID HEIGHT    -        -25.286 (meters)                     GEOID18
 LH0009  VERT ORDER      -  THIRD
 LH0009
 LH0009.The horizontal coordinates were scaled from a map and have
 LH0009.an estimated accuracy of +/- 6 seconds.
 LH0009
 LH0009.The orthometric height was computed from unverified reset data.
 LH0009
 LH0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0009.GEOID18 height accuracy estimate available here.
 LH0009
 LH0009.Click photographs - Photos may exist for this station.
 LH0009
 LH0009;                    North         East    Units  Estimated Accuracy
 LH0009;SPC NE       -    82,740.      632,120.      MT  (+/- 180 meters Scaled)
 LH0009
 LH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK474909(NAD 83)
 LH0009
 LH0009                          SUPERSEDED SURVEY CONTROL
 LH0009
 LH0009  NGVD 29 (??/??/??)  585.83   (m)         1922.0    (f) RESET       3  
 LH0009
 LH0009.Superseded values are not recommended for survey control.
 LH0009
 LH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0009.See file dsdata.pdf to determine how the superseded data were derived.
 LH0009
 LH0009_MARKER: DB = BENCH MARK DISK
 LH0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0009_SP_SET: BRIDGE
 LH0009_STAMPING: S 250 RESET 1961
 LH0009_MARK LOGO: CGS
 LH0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0009
 LH0009  HISTORY     - Date     Condition        Report By
 LH0009  HISTORY     - 1961     MONUMENTED       LOCSUR
 LH0009
 LH0009                          STATION DESCRIPTION
 LH0009
 LH0009'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LH0009'3.6 MI SW FROM HASTINGS.
 LH0009'2.0 MILES SOUTH ALONG THE BURLINGTON, CHICAGO AND QUINCY RAILROAD
 LH0009'FROM THE STATION AT HASTINGS, ADAMS COUNTY, THENCE 1.6 MILES
 LH0009'WEST ALONG U.S. HIGHWAY 6 ALT, AT THE INTERSECTION OF A
 LH0009'NORTH-AND-SOUTH SECTION-LINE ROAD, 135 FEET EAST OF THE CENTERLINE
 LH0009'OF SECTION LINE ROAD, 12.9 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 LH0009'AT A BRIDGE ON THE HIGHWAY, IN THE TOP OF THE SOUTH CORNER OF
 LH0009'THE WEST ABUTMENT, LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0205 ***********************************************************************
 LH0205  DESIGNATION -  S 252
 LH0205  PID         -  LH0205
 LH0205  STATE/COUNTY-  NE/NUCKOLLS
 LH0205  COUNTRY     -  US
 LH0205  USGS QUAD   -  SUPERIOR (2017)
 LH0205
 LH0205                         *CURRENT SURVEY CONTROL
 LH0205  ______________________________________________________________________
 LH0205* NAD 83(1986) POSITION- 40 01 47.     (N) 098 07 00.     (W)   SCALED
 LH0205* NAVD 88 ORTHO HEIGHT -   485.192 (meters)     1591.83  (feet) ADJUSTED
 LH0205  ______________________________________________________________________
 LH0205  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 LH0205  DYNAMIC HEIGHT  -        484.907 (meters)     1590.90  (feet) COMP
 LH0205  MODELED GRAVITY -    980,023.5   (mgal)                       NAVD 88
 LH0205
 LH0205  VERT ORDER      -  FIRST     CLASS II
 LH0205
 LH0205.The horizontal coordinates were scaled from a map and have
 LH0205.an estimated accuracy of +/- 6 seconds.
 LH0205
 LH0205.The orthometric height was determined by differential leveling and
 LH0205.adjusted by the NATIONAL GEODETIC SURVEY
 LH0205.in June 1991.
 LH0205
 LH0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0205.GEOID18 height accuracy estimate available here.
 LH0205
 LH0205.Click photographs - Photos may exist for this station.
 LH0205
 LH0205.The dynamic height is computed by dividing the NAVD 88
 LH0205.geopotential number by the normal gravity value computed on the
 LH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0205.degrees latitude (g = 980.6199 gals.).
 LH0205
 LH0205.The modeled gravity was interpolated from observed gravity values.
 LH0205
 LH0205;                    North         East    Units  Estimated Accuracy
 LH0205;SPC NE       -    23,560.      660,740.      MT  (+/- 180 meters Scaled)
 LH0205
 LH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK753314(NAD 83)
 LH0205
 LH0205                          SUPERSEDED SURVEY CONTROL
 LH0205
 LH0205  NGVD 29 (??/??/92)  485.012  (m)         1591.24   (f) ADJ UNCH    1 2
 LH0205
 LH0205.Superseded values are not recommended for survey control.
 LH0205
 LH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0205.See file dsdata.pdf to determine how the superseded data were derived.
 LH0205
 LH0205_MARKER: DB = BENCH MARK DISK
 LH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0205_STAMPING: S 252 1947
 LH0205_MARK LOGO: CGS
 LH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0205+STABILITY: SURFACE MOTION
 LH0205
 LH0205  HISTORY     - Date     Condition        Report By
 LH0205  HISTORY     - 1947     MONUMENTED       CGS
 LH0205
 LH0205                          STATION DESCRIPTION
 LH0205
 LH0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0205'2.5 MI W FROM SUPERIOR.
 LH0205'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0205'FROM THE STATION AT SUPERIOR, AT MILEPOST 173, IN THE SOUTHWEST
 LH0205'QUARTER OF A PRIVATE ROAD CROSSING, 47.4 FEET SOUTH OF THE
 LH0205'SOUTH RAIL OF THE TRACK, 26.0 FEET WEST OF THE CENTER LINE OF
 LH0205'THE ROAD, 1.5 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A REFERENCE
 LH0205'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 LH0205'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0922 ***********************************************************************
 MJ0922  DESIGNATION -  S 253
 MJ0922  PID         -  MJ0922
 MJ0922  STATE/COUNTY-  NE/DOUGLAS
 MJ0922  COUNTRY     -  US
 MJ0922  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0922
 MJ0922                         *CURRENT SURVEY CONTROL
 MJ0922  ______________________________________________________________________
 MJ0922* NAD 83(1986) POSITION- 41 17 49.     (N) 095 53 58.     (W)   SCALED
 MJ0922* NAVD 88 ORTHO HEIGHT -   299.124 (meters)      981.38  (feet) ADJUSTED
 MJ0922  ______________________________________________________________________
 MJ0922  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 MJ0922  DYNAMIC HEIGHT  -        298.999 (meters)      980.97  (feet) COMP
 MJ0922  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 MJ0922
 MJ0922  VERT ORDER      -  FIRST     CLASS II
 MJ0922
 MJ0922.This mark is at Eppley Airfield Airport (OMA)
 MJ0922
 MJ0922.The horizontal coordinates were scaled from a map and have
 MJ0922.an estimated accuracy of +/- 6 seconds.
 MJ0922
 MJ0922.The orthometric height was determined by differential leveling and
 MJ0922.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0922.in June 1991.
 MJ0922
 MJ0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0922.GEOID18 height accuracy estimate available here.
 MJ0922
 MJ0922.Click photographs - Photos may exist for this station.
 MJ0922
 MJ0922.The dynamic height is computed by dividing the NAVD 88
 MJ0922.geopotential number by the normal gravity value computed on the
 MJ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0922.degrees latitude (g = 980.6199 gals.).
 MJ0922
 MJ0922.The modeled gravity was interpolated from observed gravity values.
 MJ0922
 MJ0922;                    North         East    Units  Estimated Accuracy
 MJ0922;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ0922
 MJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ0922
 MJ0922                          SUPERSEDED SURVEY CONTROL
 MJ0922
 MJ0922  NGVD 29 (??/??/92)  298.997  (m)          980.96   (f) ADJ UNCH    1 2
 MJ0922
 MJ0922.Superseded values are not recommended for survey control.
 MJ0922
 MJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0922.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0922
 MJ0922_MARKER: DB = BENCH MARK DISK
 MJ0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0922_SP_SET: BUILDING
 MJ0922_STAMPING: S 253 1947
 MJ0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0922
 MJ0922  HISTORY     - Date     Condition        Report By
 MJ0922  HISTORY     - 1947     MONUMENTED       CGS
 MJ0922  HISTORY     - 1970     GOOD             NGS
 MJ0922  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0922
 MJ0922                          STATION DESCRIPTION
 MJ0922
 MJ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0922'AT OMAHA.
 MJ0922'AT OMAHA, AT EPPLEY AIRFIELD, INSIDE THE BUILDING OCCUPIED BY
 MJ0922'FAA FACILITIES, POST OFFICE, WEATHER BUREAU, AND REA EXPRESS,
 MJ0922'INSIDE THE WEST ENTRANCE INTO THE BUILDING, 17.4 FEET WEST OF THE
 MJ0922'WEST SIDE OF THE ENTRANCE TO THE GOVT. FACILITIES, 2 FEET
 MJ0922'EAST OF THE WEST WALL, AND SET VERTICALLY 4 FEET ABOVE THE FLOOR
 MJ0922'IN THE NORTH WALL OF THE HALLWAY, AND BEHIND THE STEAM PIPES.
 MJ0922
 MJ0922                          STATION RECOVERY (1976)
 MJ0922
 MJ0922'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0922'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1056 ***********************************************************************
 MJ1056  DESIGNATION -  S 253 RESET
 MJ1056  PID         -  MJ1056
 MJ1056  STATE/COUNTY-  NE/DOUGLAS
 MJ1056  COUNTRY     -  US
 MJ1056  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1056
 MJ1056                         *CURRENT SURVEY CONTROL
 MJ1056  ______________________________________________________________________
 MJ1056* NAD 83(1986) POSITION- 41 17 49.     (N) 095 53 58.     (W)   SCALED
 MJ1056* NAVD 88 ORTHO HEIGHT -   297.99  (meters)      977.7   (feet) RESET
 MJ1056  ______________________________________________________________________
 MJ1056  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 MJ1056  VERT ORDER      -  THIRD
 MJ1056
 MJ1056.This mark is at Eppley Airfield Airport (OMA)
 MJ1056
 MJ1056.The horizontal coordinates were scaled from a map and have
 MJ1056.an estimated accuracy of +/- 6 seconds.
 MJ1056
 MJ1056.The orthometric height was computed from unverified reset data.
 MJ1056
 MJ1056.No vertical observational check was made to the station.
 MJ1056
 MJ1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1056.GEOID18 height accuracy estimate available here.
 MJ1056
 MJ1056.Click photographs - Photos may exist for this station.
 MJ1056
 MJ1056;                    North         East    Units  Estimated Accuracy
 MJ1056;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ1056
 MJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ1056
 MJ1056                          SUPERSEDED SURVEY CONTROL
 MJ1056
 MJ1056  NGVD 29 (??/??/??)  297.87   (m)          977.3    (f) RESET       3  
 MJ1056
 MJ1056.Superseded values are not recommended for survey control.
 MJ1056
 MJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1056.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1056
 MJ1056_MARKER: DB = BENCH MARK DISK
 MJ1056_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MJ1056_SP_SET: MASSIVE RETAINING WALL
 MJ1056_STAMPING: S 253 RESET 1975
 MJ1056_MARK LOGO: NGS
 MJ1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1056
 MJ1056  HISTORY     - Date     Condition        Report By
 MJ1056  HISTORY     - 1975     MONUMENTED       NGS
 MJ1056  HISTORY     - 19850424 GOOD             NGS
 MJ1056
 MJ1056                          STATION DESCRIPTION
 MJ1056
 MJ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MJ1056'IN OMAHA.
 MJ1056'IN OMAHA, AT EPPLEY AIRFIELD, IN THE CONCRETE FOUNDATION AT THE
 MJ1056'SOUTHEAST CORNER OF THE AIRPORT FIRE STATION, AT THE ENTRANCE OF THE
 MJ1056'SOUTH DOOR OF THREE DOORS AND ON THE EAST SIDE OF THE BUILDING.
 MJ1056
 MJ1056                          STATION RECOVERY (1985)
 MJ1056
 MJ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MJ1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0905 ***********************************************************************
 MJ0905  DESIGNATION -  S 254
 MJ0905  PID         -  MJ0905
 MJ0905  STATE/COUNTY-  NE/DOUGLAS
 MJ0905  COUNTRY     -  US
 MJ0905  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0905
 MJ0905                         *CURRENT SURVEY CONTROL
 MJ0905  ______________________________________________________________________
 MJ0905* NAD 83(1986) POSITION- 41 15 42.     (N) 095 55 45.     (W)   SCALED
 MJ0905* NAVD 88 ORTHO HEIGHT -   308.136 (meters)     1010.94  (feet) ADJUSTED
 MJ0905  ______________________________________________________________________
 MJ0905  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 MJ0905  DYNAMIC HEIGHT  -        308.008 (meters)     1010.52  (feet) COMP
 MJ0905  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MJ0905
 MJ0905  VERT ORDER      -  FIRST     CLASS II
 MJ0905
 MJ0905.The horizontal coordinates were scaled from a map and have
 MJ0905.an estimated accuracy of +/- 6 seconds.
 MJ0905
 MJ0905.The orthometric height was determined by differential leveling and
 MJ0905.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0905.in June 1991.
 MJ0905
 MJ0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0905.GEOID18 height accuracy estimate available here.
 MJ0905
 MJ0905.Click photographs - Photos may exist for this station.
 MJ0905
 MJ0905.The dynamic height is computed by dividing the NAVD 88
 MJ0905.geopotential number by the normal gravity value computed on the
 MJ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0905.degrees latitude (g = 980.6199 gals.).
 MJ0905
 MJ0905.The modeled gravity was interpolated from observed gravity values.
 MJ0905
 MJ0905;                    North         East    Units  Estimated Accuracy
 MJ0905;SPC NE       -   166,610.      840,900.      MT  (+/- 180 meters Scaled)
 MJ0905
 MJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF546719(NAD 83)
 MJ0905
 MJ0905                          SUPERSEDED SURVEY CONTROL
 MJ0905
 MJ0905  NGVD 29 (??/??/92)  308.016  (m)         1010.55   (f) ADJ UNCH    1 2
 MJ0905
 MJ0905.Superseded values are not recommended for survey control.
 MJ0905
 MJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0905.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0905
 MJ0905_MARKER: DB = BENCH MARK DISK
 MJ0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0905_SP_SET: BUILDING
 MJ0905_STAMPING: S 254 1947
 MJ0905_MARK LOGO: CGS
 MJ0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0905
 MJ0905  HISTORY     - Date     Condition        Report By
 MJ0905  HISTORY     - 1947     MONUMENTED       CGS
 MJ0905  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0905
 MJ0905                          STATION DESCRIPTION
 MJ0905
 MJ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0905'AT OMAHA.
 MJ0905'AT OMAHA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF TENTH
 MJ0905'AND DAVENPORT STREETS, IN THE SOUTH WALL OF THE BUILDING OCCUPIED
 MJ0905'BY THE G.W. ONTHANK COMPANY, 20.7 FEET NORTH OF THE NORTH CURB
 MJ0905'OF DAVENPORT STREET AND 8 FEET ABOVE THE LEVEL OF THE STREET,
 MJ0905'3 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, SET
 MJ0905'VERTICALLY 4 FEET ABOVE THE SURFACE OF A LOADING PLATFORM.
 MJ0905
 MJ0905                          STATION RECOVERY (1976)
 MJ0905
 MJ0905'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0905'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1043 ***********************************************************************
 LF1043  DESIGNATION -  S 256
 LF1043  PID         -  LF1043
 LF1043  STATE/COUNTY-  NE/CASS
 LF1043  COUNTRY     -  US
 LF1043  USGS QUAD   -  NEHAWKA (2017)
 LF1043
 LF1043                         *CURRENT SURVEY CONTROL
 LF1043  ______________________________________________________________________
 LF1043* NAD 83(1986) POSITION- 40 50 22.     (N) 095 53 33.     (W)   SCALED
 LF1043* NAVD 88 ORTHO HEIGHT -   334.333 (meters)     1096.89  (feet) ADJUSTED
 LF1043  ______________________________________________________________________
 LF1043  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 LF1043  DYNAMIC HEIGHT  -        334.178 (meters)     1096.38  (feet) COMP
 LF1043  MODELED GRAVITY -    980,150.8   (mgal)                       NAVD 88
 LF1043
 LF1043  VERT ORDER      -  SECOND    CLASS 0
 LF1043
 LF1043.The horizontal coordinates were scaled from a map and have
 LF1043.an estimated accuracy of +/- 6 seconds.
 LF1043
 LF1043.The orthometric height was determined by differential leveling and
 LF1043.adjusted by the NATIONAL GEODETIC SURVEY
 LF1043.in June 1991.
 LF1043
 LF1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1043.GEOID18 height accuracy estimate available here.
 LF1043
 LF1043.Click photographs - Photos may exist for this station.
 LF1043
 LF1043.The dynamic height is computed by dividing the NAVD 88
 LF1043.geopotential number by the normal gravity value computed on the
 LF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1043.degrees latitude (g = 980.6199 gals.).
 LF1043
 LF1043.The modeled gravity was interpolated from observed gravity values.
 LF1043
 LF1043;                    North         East    Units  Estimated Accuracy
 LF1043;SPC NE       -   119,930.      846,200.      MT  (+/- 180 meters Scaled)
 LF1043
 LF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561249(NAD 83)
 LF1043
 LF1043                          SUPERSEDED SURVEY CONTROL
 LF1043
 LF1043  NGVD 29 (??/??/92)  334.231  (m)         1096.56   (f) ADJ UNCH    2 0
 LF1043
 LF1043.Superseded values are not recommended for survey control.
 LF1043
 LF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1043.See file dsdata.pdf to determine how the superseded data were derived.
 LF1043
 LF1043_MARKER: DB = BENCH MARK DISK
 LF1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1043_STAMPING: S 256 1947
 LF1043_MARK LOGO: CGS
 LF1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1043+STABILITY: SURFACE MOTION
 LF1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1043+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1043
 LF1043  HISTORY     - Date     Condition        Report By
 LF1043  HISTORY     - 1947     MONUMENTED       CGS
 LF1043  HISTORY     - 20060215 GOOD             NEDR
 LF1043
 LF1043                          STATION DESCRIPTION
 LF1043
 LF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1043'7.4 MI SE FROM MURRAY.
 LF1043'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1043'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1043'ROAD, THENCE 5.2 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1043'0.2 MILE SOUTH ALONG A GRAVELED ROAD, 0.2 MILE SOUTH OF A ROAD
 LF1043'CROSSING, 96.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LF1043'BRICK FARMHOUSE, 32.0 FEET WEST OF AND 1.0 FOOT HIGHER THAN
 LF1043'THE CENTER LINE OF THE ROAD, 20.0 FEET SOUTH OF A 12 INCH ELM
 LF1043'TREE, 13.0 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE,
 LF1043'2.0 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A 4 X 4 MARKER
 LF1043'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES
 LF1043'ABOVE THE GROUND.
 LF1043
 LF1043                          STATION RECOVERY (2006)
 LF1043
 LF1043'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0112 ***********************************************************************
 LG0112  DESIGNATION -  S 257
 LG0112  PID         -  LG0112
 LG0112  STATE/COUNTY-  NE/OTOE
 LG0112  COUNTRY     -  US
 LG0112  USGS QUAD   -  DUNBAR (2017)
 LG0112
 LG0112                         *CURRENT SURVEY CONTROL
 LG0112  ______________________________________________________________________
 LG0112* NAD 83(1986) POSITION- 40 44 36.     (N) 096 01 33.     (W)   SCALED
 LG0112* NAVD 88 ORTHO HEIGHT -   357.957 (meters)     1174.40  (feet) ADJUSTED
 LG0112  ______________________________________________________________________
 LG0112  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 LG0112  DYNAMIC HEIGHT  -        357.779 (meters)     1173.81  (feet) COMP
 LG0112  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LG0112
 LG0112  VERT ORDER      -  SECOND    CLASS 0
 LG0112
 LG0112.The horizontal coordinates were scaled from a map and have
 LG0112.an estimated accuracy of +/- 6 seconds.
 LG0112
 LG0112.The orthometric height was determined by differential leveling and
 LG0112.adjusted by the NATIONAL GEODETIC SURVEY
 LG0112.in June 1991.
 LG0112
 LG0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0112.GEOID18 height accuracy estimate available here.
 LG0112
 LG0112.Click photographs - Photos may exist for this station.
 LG0112
 LG0112.The dynamic height is computed by dividing the NAVD 88
 LG0112.geopotential number by the normal gravity value computed on the
 LG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0112.degrees latitude (g = 980.6199 gals.).
 LG0112
 LG0112.The modeled gravity was interpolated from observed gravity values.
 LG0112
 LG0112;                    North         East    Units  Estimated Accuracy
 LG0112;SPC NE       -   108,750.      835,460.      MT  (+/- 180 meters Scaled)
 LG0112
 LG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL511145(NAD 83)
 LG0112
 LG0112                          SUPERSEDED SURVEY CONTROL
 LG0112
 LG0112  NGVD 29 (??/??/92)  357.846  (m)         1174.03   (f) ADJ UNCH    2 0
 LG0112
 LG0112.Superseded values are not recommended for survey control.
 LG0112
 LG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0112.See file dsdata.pdf to determine how the superseded data were derived.
 LG0112
 LG0112_MARKER: DB = BENCH MARK DISK
 LG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0112_STAMPING: S 257 1947
 LG0112_MARK LOGO: CGS
 LG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0112+STABILITY: SURFACE MOTION
 LG0112
 LG0112  HISTORY     - Date     Condition        Report By
 LG0112  HISTORY     - 1947     MONUMENTED       CGS
 LG0112  HISTORY     - 1964     GOOD             USGS
 LG0112
 LG0112                          STATION DESCRIPTION
 LG0112
 LG0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0112'5.5 MI N FROM DUNBAR.
 LG0112'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0112'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.2
 LG0112'MILES NORTH ALONG A GRAVELED ROAD, APPROXIMATELY 0.2 MILE NORTH
 LG0112'OF A ROAD CROSSING, 60.0 FEET EAST OF THE CENTER LINE OF THE
 LG0112'ROAD, 29.0 FEET EAST OF A FENCE CORNER, 16.0 FEET SOUTH OF THE
 LG0112'CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE, 15.0 FEET
 LG0112'EAST OF THE EAST END OF A STEEL GATE, 2.0 FEET WEST OF A
 LG0112'REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 LG0112'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  ALSO,
 LG0112'ALONG STATE HWY. 67, 0.2 MILE NORTH OF COR. SECS. 13, 14, 23
 LG0112'AND 24, T9N, R12E, 59 FEET EAST AND 15 FEET SOUTH OF STATE HWY.
 LG0112'67 (N-S) AT A T-DRIVE EAST TO FARMHOUSE, 15 FEET EAST OF A
 LG0112'FENCE CORNER AND 1.0 FOOT NORTH OF AN E-W FENCE.
 LG0112
 LG0112                          STATION RECOVERY (1964)
 LG0112
 LG0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0975 ***********************************************************************
 LF0975  DESIGNATION -  S 258
 LF0975  PID         -  LF0975
 LF0975  STATE/COUNTY-  NE/OTOE
 LF0975  COUNTRY     -  US
 LF0975  USGS QUAD   -  JULIAN (2017)
 LF0975
 LF0975                         *CURRENT SURVEY CONTROL
 LF0975  ______________________________________________________________________
 LF0975* NAD 83(1986) POSITION- 40 32 15.     (N) 095 49 14.     (W)   SCALED
 LF0975* NAVD 88 ORTHO HEIGHT -   323.852 (meters)     1062.50  (feet) ADJUSTED
 LF0975  ______________________________________________________________________
 LF0975  GEOID HEIGHT    -        -29.544 (meters)                     GEOID18
 LF0975  DYNAMIC HEIGHT  -        323.680 (meters)     1061.94  (feet) COMP
 LF0975  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 LF0975
 LF0975  VERT ORDER      -  SECOND    CLASS 0
 LF0975
 LF0975.The horizontal coordinates were scaled from a map and have
 LF0975.an estimated accuracy of +/- 6 seconds.
 LF0975
 LF0975.The orthometric height was determined by differential leveling and
 LF0975.adjusted by the NATIONAL GEODETIC SURVEY
 LF0975.in June 1991.
 LF0975
 LF0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0975.GEOID18 height accuracy estimate available here.
 LF0975
 LF0975.Click photographs - Photos may exist for this station.
 LF0975
 LF0975.The dynamic height is computed by dividing the NAVD 88
 LF0975.geopotential number by the normal gravity value computed on the
 LF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0975.degrees latitude (g = 980.6199 gals.).
 LF0975
 LF0975.The modeled gravity was interpolated from observed gravity values.
 LF0975
 LF0975;                    North         East    Units  Estimated Accuracy
 LF0975;SPC NE       -    86,740.      853,880.      MT  (+/- 180 meters Scaled)
 LF0975
 LF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE611912(NAD 83)
 LF0975
 LF0975                          SUPERSEDED SURVEY CONTROL
 LF0975
 LF0975  NGVD 29 (??/??/92)  323.753  (m)         1062.18   (f) ADJ UNCH    2 0
 LF0975
 LF0975.Superseded values are not recommended for survey control.
 LF0975
 LF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0975.See file dsdata.pdf to determine how the superseded data were derived.
 LF0975
 LF0975_MARKER: DB = BENCH MARK DISK
 LF0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0975_STAMPING: S 258 1947
 LF0975_MARK LOGO: CGS
 LF0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0975+STABILITY: SURFACE MOTION
 LF0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0975+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 LF0975
 LF0975  HISTORY     - Date     Condition        Report By
 LF0975  HISTORY     - 1947     MONUMENTED       CGS
 LF0975  HISTORY     - 20200915 GOOD             NEGS
 LF0975
 LF0975                          STATION DESCRIPTION
 LF0975
 LF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0975'3.8 MI E FROM JULIAN.
 LF0975'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0975'STATION AT JULIAN, THENCE 2.75 MILES EAST ALONG A GRAVEL AND DIRT
 LF0975'ROAD, AT THE TOP OF A SMALL HILL, 141.0 FEET EAST OF THE CENTER
 LF0975'OF A DIRT ROAD LEADING SOUTH, 80.0 FEET WEST OF A 2 1/2-FOOT
 LF0975'MAPLE TREE, 31.0 FEET EAST OF THE EAST SIDE OF A 4-FOOT ELM TREE,
 LF0975'30.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 19.5 FEET
 LF0975'WEST NORTHWEST OF THE CENTER OF AN IRON MAN HOLE COVER WHICH IS
 LF0975'ON THE TOP OF AN UNDERGROUND WATER RESERVOIR, 1.7 FOOT WEST OF
 LF0975'A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 LF0975'AS THE ROAD AND PROJECTING 0.1 FOOT.
 LF0975
 LF0975                          STATION RECOVERY (2020)
 LF0975
 LF0975'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF0975'THE 1947 STATION DESCRIPTION IS STILL USEABLE.  THE MARK IS OBSCURED
 LF0975'BY TREES AND CURRENTLY NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0584 ***********************************************************************
 MK0584  DESIGNATION -  S 259
 MK0584  PID         -  MK0584
 MK0584  STATE/COUNTY-  NE/DODGE
 MK0584  COUNTRY     -  US
 MK0584  USGS QUAD   -  FREMONT EAST (2017)
 MK0584
 MK0584                         *CURRENT SURVEY CONTROL
 MK0584  ______________________________________________________________________
 MK0584* NAD 83(1986) POSITION- 41 27 06.     (N) 096 29 42.     (W)   SCALED
 MK0584* NAVD 88 ORTHO HEIGHT -   362.898 (meters)     1190.61  (feet) ADJUSTED
 MK0584  ______________________________________________________________________
 MK0584  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 MK0584  DYNAMIC HEIGHT  -        362.735 (meters)     1190.07  (feet) COMP
 MK0584  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 MK0584
 MK0584  VERT ORDER      -  SECOND    CLASS 0
 MK0584
 MK0584.The horizontal coordinates were scaled from a map and have
 MK0584.an estimated accuracy of +/- 6 seconds.
 MK0584
 MK0584.The orthometric height was determined by differential leveling and
 MK0584.adjusted by the NATIONAL GEODETIC SURVEY
 MK0584.in June 1991.
 MK0584
 MK0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0584.GEOID18 height accuracy estimate available here.
 MK0584
 MK0584.Click photographs - Photos may exist for this station.
 MK0584
 MK0584.The dynamic height is computed by dividing the NAVD 88
 MK0584.geopotential number by the normal gravity value computed on the
 MK0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0584.degrees latitude (g = 980.6199 gals.).
 MK0584
 MK0584.The modeled gravity was interpolated from observed gravity values.
 MK0584
 MK0584;                    North         East    Units  Estimated Accuracy
 MK0584;SPC NE       -   185,610.      792,690.      MT  (+/- 180 meters Scaled)
 MK0584
 MK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092919(NAD 83)
 MK0584
 MK0584                          SUPERSEDED SURVEY CONTROL
 MK0584
 MK0584  NGVD 29 (??/??/92)  362.752  (m)         1190.13   (f) ADJ UNCH    2 0
 MK0584
 MK0584.Superseded values are not recommended for survey control.
 MK0584
 MK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0584.See file dsdata.pdf to determine how the superseded data were derived.
 MK0584
 MK0584_MARKER: DB = BENCH MARK DISK
 MK0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0584_STAMPING: S 259 1947
 MK0584_MARK LOGO: CGS
 MK0584_PROJECTION: FLUSH
 MK0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0584+STABILITY: SURFACE MOTION
 MK0584
 MK0584  HISTORY     - Date     Condition        Report By
 MK0584  HISTORY     - 1947     MONUMENTED       CGS
 MK0584  HISTORY     - 1983     MARK NOT FOUND   NEDR
 MK0584
 MK0584                          STATION DESCRIPTION
 MK0584
 MK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0584'AT FREMONT.
 MK0584'AT FREMONT, 1.15 MILE NORTH ALONG U.S. HIGHWAY NO. 77 AND ONE
 MK0584'BLOCK EAST ALONG U.S. HIGHWAY NO. 30 (23RD ST.) FROM THE POST
 MK0584'OFFICE, AT THE INTERSECTION OF NORTH MAIN STREET AND U.S.
 MK0584'HIGHWAY NO. 30, DIRECTLY ACROSS THE HIGHWAY FROM THE MASONIC
 MK0584'PARK AND AT THE MAIN (SOUTH) ENTRANCE TO THE MASONIC EASTERN
 MK0584'STAR HOME FOR CHILDREN, 58.0 FEET NORTH OF THE CENTER OF THE
 MK0584'HIGHWAY, 20.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY
 MK0584'LEADING NORTH TO THE CHILDRENS HOME, 7.2 FEET EAST OF THE EAST
 MK0584'EDGE OF A NORTH-SOUTH CONCRETE WALK, 1.7 FOOT SOUTH OF THE
 MK0584'CENTER OF THE SOUTH SIDE OF A LIME STONE ENTRANCE MONUMENT
 MK0584'ON THE WEST SIDE OF THE ENTRANCE DRIVEWAY AND WHICH IS INSCRIBED
 MK0584'WITH A FIVE POINTED STAR UNDER WHICH IS THE LETTERING, MASONIC
 MK0584'EASTERN STAR HOME FOR CHILDREN, SET IN A CONCRETE POST ABOUT
 MK0584'FLUSH WITH THE TOP OF THE GROUND.
 MK0584
 MK0584                          STATION RECOVERY (1983)
 MK0584
 MK0584'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 MK0584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0199 ***********************************************************************
 LJ0199  DESIGNATION -  S 26
 LJ0199  PID         -  LJ0199
 LJ0199  STATE/COUNTY-  NE/DUNDY
 LJ0199  COUNTRY     -  US
 LJ0199  USGS QUAD   -  MAX (2017)
 LJ0199
 LJ0199                         *CURRENT SURVEY CONTROL
 LJ0199  ______________________________________________________________________
 LJ0199* NAD 83(1986) POSITION- 40 06 42.74   (N) 101 24 08.38   (W)   HD_HELD1
 LJ0199* NAVD 88 ORTHO HEIGHT -   882.761 (meters)     2896.19  (feet) ADJUSTED
 LJ0199  ______________________________________________________________________
 LJ0199  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 LJ0199  DYNAMIC HEIGHT  -        882.138 (meters)     2894.15  (feet) COMP
 LJ0199  MODELED GRAVITY -    979,890.3   (mgal)                       NAVD 88
 LJ0199
 LJ0199  VERT ORDER      -  FIRST     CLASS II
 LJ0199
 LJ0199.The horizontal coordinates were determined by differentially corrected
 LJ0199.hand held GPS observations or other comparable positioning techniques
 LJ0199.and have an estimated accuracy of +/- 3 meters.
 LJ0199
 LJ0199.The orthometric height was determined by differential leveling and
 LJ0199.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0199.in June 1991.
 LJ0199
 LJ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0199.GEOID18 height accuracy estimate available here.
 LJ0199
 LJ0199.Click photographs - Photos may exist for this station.
 LJ0199
 LJ0199.The dynamic height is computed by dividing the NAVD 88
 LJ0199.geopotential number by the normal gravity value computed on the
 LJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0199.degrees latitude (g = 980.6199 gals.).
 LJ0199
 LJ0199.The modeled gravity was interpolated from observed gravity values.
 LJ0199
 LJ0199;                    North         East    Units  Estimated Accuracy
 LJ0199;SPC NE       -    31,897.2     380,456.5     MT  (+/- 3 meters HH1 GPS) 
 LJ0199
 LJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK9526242940(NAD 83)
 LJ0199
 LJ0199                          SUPERSEDED SURVEY CONTROL
 LJ0199
 LJ0199  NGVD 29 (??/??/92)  882.415  (m)         2895.06   (f) ADJ UNCH    1 2
 LJ0199
 LJ0199.Superseded values are not recommended for survey control.
 LJ0199
 LJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0199.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0199
 LJ0199_MARKER: DB = BENCH MARK DISK
 LJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0199_STAMPING: 2895.057 S 26 1933
 LJ0199_MARK LOGO: CGS
 LJ0199_PROJECTION: RECESSED 6 CENTIMETERS
 LJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0199+STABILITY: SURFACE MOTION
 LJ0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0199+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 LJ0199
 LJ0199  HISTORY     - Date     Condition        Report By
 LJ0199  HISTORY     - 1933     MONUMENTED       CGS
 LJ0199  HISTORY     - 1941     GOOD             CGS
 LJ0199  HISTORY     - 1977     GOOD             NGS
 LJ0199  HISTORY     - 20200226 GOOD             NEGS
 LJ0199
 LJ0199                          STATION DESCRIPTION
 LJ0199
 LJ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0199'AT MAX.
 LJ0199'AT MAX, DUNDY COUNTY, ABOUT 112 YARDS WEST OF THE WEST SIDE OF
 LJ0199'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 47.8 FEET
 LJ0199'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 18 FEET WEST OF A
 LJ0199'FENCE CORNER.  A STANDARD DISK, STAMPED S 26 1933 AND SET IN
 LJ0199'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LJ0199'NOW STAMPED 2895.057 S 26 1933.
 LJ0199
 LJ0199                          STATION RECOVERY (1977)
 LJ0199
 LJ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0199'FROM CROSS STREET AT THE WEST SIDE OF THE GRAIN ELEVATOR IN MAX, GO
 LJ0199'SOUTH ACROSS RAILROAD TRACK, THENCE WEST ABOUT 0.05 MILE TO THE BENCH
 LJ0199'MARK ON THE LEFT, 47.8 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 LJ0199'TRACK, 18 FEET WEST-NORTHWEST OF A CONCRETE CORNER FENCE POST AND 3
 LJ0199'FEET NORTH OF A FENCELINE.
 LJ0199
 LJ0199                          STATION RECOVERY (2020)
 LJ0199
 LJ0199'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LJ0199'TO REACH FROM THE NORTH JUNCTION OF US-34 AND N-61 (NORTH OF
 LJ0199'BENKELMAN), GO EAST-NORTHEAST ON US-34 APPROXIMATELY 7.77 MI (12.50
 LJ0199'KM) TO THE STATION ON THE RIGHT (SOUTHEAST) SIDE OF THE HIGHWAY AND
 LJ0199'SOUTHEAST OF THE RAILROAD TRACKS NEAR MILE POST 39+06 FOR HIGHWAY 34.
 LJ0199'
 LJ0199'IT IS 230 FT (70.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 LJ0199'HIGHWAY, 47.8 FT (14.6 M) SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LJ0199'SOUTHERN MOST SET OF TRACKS, 17.9 FT (5.5 M) WEST-SOUTHWEST OF THE TOP
 LJ0199'CENTER OF A CONCRETE RAILROAD R.O.W. FENCE POST (THE POST WAS
 LJ0199'ORIGINALLY DESCRIBED AS A CORNER POST-NOW JUST AN END POST, 13.4 FT
 LJ0199'(4.1 M) WEST-SOUTHWEST OF A STEEL FIBER OPTIC WARNING POST, 3.2 FT
 LJ0199'(1.0 M) NORTH-NORTHWEST OF A FENCE LINE AND 0.95 FT (29 CM)
 LJ0199'WEST-SOUTHWEST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0761 ***********************************************************************
 LF0761  DESIGNATION -  S 260
 LF0761  PID         -  LF0761
 LF0761  STATE/COUNTY-  NE/NEMAHA
 LF0761  COUNTRY     -  US
 LF0761  USGS QUAD   -  NEMAHA (2017)
 LF0761
 LF0761                         *CURRENT SURVEY CONTROL
 LF0761  ______________________________________________________________________
 LF0761* NAD 83(1986) POSITION- 40 16 31.     (N) 095 40 18.     (W)   SCALED
 LF0761* NAVD 88 ORTHO HEIGHT -   318.998 (meters)     1046.58  (feet) ADJUSTED
 LF0761  ______________________________________________________________________
 LF0761  GEOID HEIGHT    -        -30.103 (meters)                     GEOID18
 LF0761  DYNAMIC HEIGHT  -        318.825 (meters)     1046.01  (feet) COMP
 LF0761  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 LF0761
 LF0761  VERT ORDER      -  SECOND    CLASS 0
 LF0761
 LF0761.The horizontal coordinates were scaled from a map and have
 LF0761.an estimated accuracy of +/- 6 seconds.
 LF0761
 LF0761.The orthometric height was determined by differential leveling and
 LF0761.adjusted by the NATIONAL GEODETIC SURVEY
 LF0761.in June 1991.
 LF0761
 LF0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0761.GEOID18 height accuracy estimate available here.
 LF0761
 LF0761.Click photographs - Photos may exist for this station.
 LF0761
 LF0761.The dynamic height is computed by dividing the NAVD 88
 LF0761.geopotential number by the normal gravity value computed on the
 LF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0761.degrees latitude (g = 980.6199 gals.).
 LF0761
 LF0761.The modeled gravity was interpolated from observed gravity values.
 LF0761
 LF0761;                    North         East    Units  Estimated Accuracy
 LF0761;SPC NE       -    58,280.      867,930.      MT  (+/- 180 meters Scaled)
 LF0761
 LF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728617(NAD 83)
 LF0761
 LF0761                          SUPERSEDED SURVEY CONTROL
 LF0761
 LF0761  NGVD 29 (??/??/92)  318.922  (m)         1046.33   (f) ADJ UNCH    2 0
 LF0761
 LF0761.Superseded values are not recommended for survey control.
 LF0761
 LF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0761.See file dsdata.pdf to determine how the superseded data were derived.
 LF0761
 LF0761_MARKER: DB = BENCH MARK DISK
 LF0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0761_STAMPING: S 260 1947
 LF0761_MARK LOGO: CGS
 LF0761_PROJECTION: PROJECTING 6 CENTIMETERS
 LF0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0761+STABILITY: SURFACE MOTION
 LF0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0761+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 LF0761
 LF0761  HISTORY     - Date     Condition        Report By
 LF0761  HISTORY     - 1947     MONUMENTED       CGS
 LF0761  HISTORY     - 1965     GOOD             CGS
 LF0761  HISTORY     - 20060315 GOOD             INDIV
 LF0761  HISTORY     - 20120320 GOOD             NEGS
 LF0761
 LF0761                          STATION DESCRIPTION
 LF0761
 LF0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0761'4.6 MI S FROM NEMAHA.
 LF0761'4.55 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0761'AT NEMAHA, ON THE SOUTH SLOPE OF A HILL, 468.0 FEET SOUTH OF THE
 LF0761'CENTER OF AN EAST-WEST CROSS ROAD, 62.5 FEET NORTH OF A POWER LINE
 LF0761'POLE, 35.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 1.8 FOOT
 LF0761'NORTH OF A REFERENCE POST, 0.7 FOOT EAST OF THE WEST RIGHT OF
 LF0761'WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATIONAS
 LF0761'THE HIGHWAY AND PROJECTING 0.2 FOOT.  NOTE-- THIS BENCH MARK
 LF0761'IS ALSO 0.4 MILE SOUTH ALONG MAIN STREET, 0.6 MILE EAST ALONG
 LF0761'STATE HIGHWAY NO. 62 AND 2.9 MILES NORTH ALONG STATE HIGHWAY
 LF0761'NO. 67 FROM THE SCHOOL AT SHUBERT, RICHARDSON COUNTY.
 LF0761
 LF0761                          STATION RECOVERY (1965)
 LF0761
 LF0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LF0761'RECOVERED IN GOOD CONDITION.
 LF0761
 LF0761                          STATION RECOVERY (2006)
 LF0761
 LF0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAJ)
 LF0761'MARK LIES IN HEAVY SCRUB OAK AND SUMAK ON A RIDGE ON WEST SIDE OF
 LF0761'HIGHWAY 67.
 LF0761
 LF0761                          STATION RECOVERY (2012)
 LF0761
 LF0761'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2012 (DM)
 LF0761'MARK WAS RECOVERED IN GOOD CONDITION.THE HEAVY SCRUB OAK AND SUMAC WAS
 LF0761'
 LF0761'CLEARED TO MAKE THE MARK GPS SUITABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0858 ***********************************************************************
 NM0858  DESIGNATION -  S 261
 NM0858  PID         -  NM0858
 NM0858  STATE/COUNTY-  NE/DIXON
 NM0858  COUNTRY     -  US
 NM0858  USGS QUAD   -  PONCA (2017)
 NM0858
 NM0858                         *CURRENT SURVEY CONTROL
 NM0858  ______________________________________________________________________
 NM0858* NAD 83(1986) POSITION- 42 31 50.     (N) 096 41 42.     (W)   SCALED
 NM0858* NAVD 88 ORTHO HEIGHT -   364.796 (meters)     1196.83  (feet) ADJUSTED
 NM0858  ______________________________________________________________________
 NM0858  GEOID HEIGHT    -        -25.554 (meters)                     GEOID18
 NM0858  DYNAMIC HEIGHT  -        364.680 (meters)     1196.45  (feet) COMP
 NM0858  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 NM0858
 NM0858  VERT ORDER      -  SECOND    CLASS 0
 NM0858
 NM0858.The horizontal coordinates were scaled from a map and have
 NM0858.an estimated accuracy of +/- 6 seconds.
 NM0858
 NM0858.The orthometric height was determined by differential leveling and
 NM0858.adjusted by the NATIONAL GEODETIC SURVEY
 NM0858.in June 1991.
 NM0858
 NM0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0858.GEOID18 height accuracy estimate available here.
 NM0858
 NM0858.Click photographs - Photos may exist for this station.
 NM0858
 NM0858.The dynamic height is computed by dividing the NAVD 88
 NM0858.geopotential number by the normal gravity value computed on the
 NM0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0858.degrees latitude (g = 980.6199 gals.).
 NM0858
 NM0858.The modeled gravity was interpolated from observed gravity values.
 NM0858
 NM0858;                    North         East    Units  Estimated Accuracy
 NM0858;SPC NE       -   304,670.      771,420.      MT  (+/- 180 meters Scaled)
 NM0858
 NM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN893112(NAD 83)
 NM0858
 NM0858                          SUPERSEDED SURVEY CONTROL
 NM0858
 NM0858  NGVD 29 (??/??/92)  364.620  (m)         1196.26   (f) ADJ UNCH    2 0
 NM0858
 NM0858.Superseded values are not recommended for survey control.
 NM0858
 NM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0858.See file dsdata.pdf to determine how the superseded data were derived.
 NM0858
 NM0858_MARKER: DB = BENCH MARK DISK
 NM0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0858_STAMPING: S 261 1948
 NM0858_MARK LOGO: CGS
 NM0858_PROJECTION: PROJECTING
 NM0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0858+STABILITY: SURFACE MOTION
 NM0858
 NM0858  HISTORY     - Date     Condition        Report By
 NM0858  HISTORY     - 1948     MONUMENTED       CGS
 NM0858  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0858  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0858
 NM0858                          STATION DESCRIPTION
 NM0858
 NM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0858'2.2 MI SE FROM PONCA.
 NM0858'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM THE CONCRETE
 NM0858'BRIDGE OVER AOWA CREEK AT PONCA, ON THE OUTSIDE OF A CURVE WITH
 NM0858'TANGENTS LEADING SOUTH-SOUTHEAST AND WEST-NORTHWEST, 86.0 FEET
 NM0858'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 350.0 FEET
 NM0858'EAST-SOUTHEAST OF A CONCRETE BRIDGE, 2.6 FEET WEST-SOUTHWEST OF
 NM0858'A FENCE, 1.8 FEET NORTH-NORTHWEST OF A REFERENCE POST, SET IN THE
 NM0858'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM0858
 NM0858                          STATION RECOVERY (1962)
 NM0858
 NM0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0858'MARK NOT FOUND.
 NM0858
 NM0858                          STATION RECOVERY (2020)
 NM0858
 NM0858'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0858'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0218 ***********************************************************************
 NM0218  DESIGNATION -  S 262
 NM0218  PID         -  NM0218
 NM0218  STATE/COUNTY-  NE/DAKOTA
 NM0218  COUNTRY     -  US
 NM0218  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0218
 NM0218                         *CURRENT SURVEY CONTROL
 NM0218  ______________________________________________________________________
 NM0218* NAD 83(1986) POSITION- 42 28 41.     (N) 096 25 41.     (W)   SCALED
 NM0218* NAVD 88 ORTHO HEIGHT -   333.283 (meters)     1093.45  (feet) ADJUSTED
 NM0218  ______________________________________________________________________
 NM0218  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 NM0218  DYNAMIC HEIGHT  -        333.178 (meters)     1093.10  (feet) COMP
 NM0218  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 NM0218
 NM0218  VERT ORDER      -  SECOND    CLASS 0
 NM0218
 NM0218.The horizontal coordinates were scaled from a map and have
 NM0218.an estimated accuracy of +/- 6 seconds.
 NM0218
 NM0218.The orthometric height was determined by differential leveling and
 NM0218.adjusted by the NATIONAL GEODETIC SURVEY
 NM0218.in June 1991.
 NM0218
 NM0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0218.GEOID18 height accuracy estimate available here.
 NM0218
 NM0218.Click photographs - Photos may exist for this station.
 NM0218
 NM0218.The dynamic height is computed by dividing the NAVD 88
 NM0218.geopotential number by the normal gravity value computed on the
 NM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0218.degrees latitude (g = 980.6199 gals.).
 NM0218
 NM0218.The modeled gravity was interpolated from observed gravity values.
 NM0218
 NM0218;                    North         East    Units  Estimated Accuracy
 NM0218;SPC NE       -   299,710.      793,570.      MT  (+/- 180 meters Scaled)
 NM0218
 NM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN114060(NAD 83)
 NM0218
 NM0218                          SUPERSEDED SURVEY CONTROL
 NM0218
 NM0218  NGVD 29 (??/??/92)  333.120  (m)         1092.91   (f) ADJ UNCH    2 0
 NM0218
 NM0218.Superseded values are not recommended for survey control.
 NM0218
 NM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0218.See file dsdata.pdf to determine how the superseded data were derived.
 NM0218
 NM0218_MARKER: DB = BENCH MARK DISK
 NM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0218_STAMPING: S 262 1948
 NM0218_MARK LOGO: CGS
 NM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0218+STABILITY: SURFACE MOTION
 NM0218
 NM0218  HISTORY     - Date     Condition        Report By
 NM0218  HISTORY     - 1948     MONUMENTED       CGS
 NM0218  HISTORY     - 19920629 MARK NOT FOUND   NEDR
 NM0218
 NM0218                          STATION DESCRIPTION
 NM0218
 NM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0218'1.6 MI NW FROM SOUTH SIOUX CITY.
 NM0218'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0218'AT SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0218'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST
 NM0218'ALONG A GRAVEL ROAD, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 NM0218'LEADING EAST AND SOUTHWEST, ABOUT 125.0 FEET NORTH-NORTHEAST OF A
 NM0218'SMALL BRIDGE, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 NM0218'17.0 FEET SOUTH OF A POINT IN LINE WITH A ROW OF TREES, 18.4 FEET
 NM0218'NORTHEAST OF A 3-WAY CORNER FENCE POST, 1.0 FOOT NORTHWEST OF A
 NM0218'FENCE, 1.7 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0218'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0218
 NM0218                          STATION RECOVERY (1992)
 NM0218
 NM0218'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (WH)
 NM0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7418 ***********************************************************************
 AA7418  DESIGNATION -  S 262 RESET
 AA7418  PID         -  AA7418
 AA7418  STATE/COUNTY-  NE/DAKOTA
 AA7418  COUNTRY     -  US
 AA7418  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 AA7418
 AA7418                         *CURRENT SURVEY CONTROL
 AA7418  ______________________________________________________________________
 AA7418* NAD 83(1986) POSITION- 42 28 41.     (N) 096 25 41.     (W)   SCALED
 AA7418* NAVD 88 ORTHO HEIGHT -   333.15  (+/-2cm)     1093.0   (feet) VERTCON
 AA7418  ______________________________________________________________________
 AA7418  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 AA7418  VERT ORDER      -  THIRD (See Below)
 AA7418
 AA7418.The horizontal coordinates were scaled from a map and have
 AA7418.an estimated accuracy of +/- 6 seconds.
 AA7418
 AA7418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7418
 AA7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7418.GEOID18 height accuracy estimate available here.
 AA7418
 AA7418.The vertical order pertains to the NGVD 29 superseded value.
 AA7418
 AA7418.Click photographs - Photos may exist for this station.
 AA7418
 AA7418;                    North         East    Units  Estimated Accuracy
 AA7418;SPC NE       -   299,710.      793,570.      MT  (+/- 180 meters Scaled)
 AA7418
 AA7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN114060(NAD 83)
 AA7418
 AA7418                          SUPERSEDED SURVEY CONTROL
 AA7418
 AA7418  NGVD 29 (01/31/13)  332.98   (m)         1092.5    (f) RESET       3  
 AA7418
 AA7418.Superseded values are not recommended for survey control.
 AA7418
 AA7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7418.See file dsdata.pdf to determine how the superseded data were derived.
 AA7418
 AA7418_MARKER: DB = BENCH MARK DISK
 AA7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7418_STAMPING: S 262 1948 RESET
 AA7418_MARK LOGO: CGS
 AA7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7418+STABILITY: SURFACE MOTION
 AA7418
 AA7418  HISTORY     - Date     Condition        Report By
 AA7418  HISTORY     - 1948     MONUMENTED       CGS
 AA7418
 AA7418                          STATION DESCRIPTION
 AA7418
 AA7418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AA7418'TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION OF 23RD
 AA7418'STREET AND 2ND AVENUE, IN SOUTH SIOUX CITY, GO EAST ON 23RD STREET FOR
 AA7418'0.1 MI (0.2 KM) TO DAKOTA AVENUE.  TURN LEFT AND GO NORTH ON DAKOTA
 AA7418'AVENUE FOR 0.85 MI (1.37 KM) TO 9TH STREET.  TURN LEFT AND GO WEST ON
 AA7418'9TH STREET FOR 0.05 MI (0.08 KM) TO 1ST AVENUE.  TURN RIGHT, THEN
 AA7418'LEFT, AND CONTINUE WEST ON 9TH STREET FOR 0.5 MI (0.8 KM) TO A
 AA7418'GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.2 MI
 AA7418'(0.3 KM) TO A PAVED ROAD WEST.  TURN RIGHT AND GO WEST FOR 0.2 MI (0.3
 AA7418'KM) TO THE MARK ON THE LEFT. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7418'CONCRETE POST THAT PROJECTS 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS
 AA7418'194 FT (59.1 M) WEST OF A UTILITY POLE, 127 FT (38.7 M) EAST OF A
 AA7418'UTILITY POLE, 212 FT (64.6 M) EAST OF THE INTERSECTION OF THE ROAD AND
 AA7418'A NORTH-SOUTH CANAL, 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF THE
 AA7418'ROAD, 11 FT (3.4 M) SOUTH OF THE EAST-WEST FENCE AND 1.7 FT (0.5 M)
 AA7418'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0619 ***********************************************************************
 LF0619  DESIGNATION -  S 266
 LF0619  PID         -  LF0619
 LF0619  STATE/COUNTY-  NE/RICHARDSON
 LF0619  COUNTRY     -  US
 LF0619  USGS QUAD   -  BARADA (2017)
 LF0619
 LF0619                         *CURRENT SURVEY CONTROL
 LF0619  ______________________________________________________________________
 LF0619* NAD 83(1986) POSITION- 40 12 28.     (N) 095 30 08.     (W)   SCALED
 LF0619* NAVD 88 ORTHO HEIGHT -   275.511 (meters)      903.91  (feet) ADJUSTED
 LF0619  ______________________________________________________________________
 LF0619  GEOID HEIGHT    -        -30.553 (meters)                     GEOID18
 LF0619  DYNAMIC HEIGHT  -        275.360 (meters)      903.41  (feet) COMP
 LF0619  MODELED GRAVITY -    980,071.9   (mgal)                       NAVD 88
 LF0619
 LF0619  VERT ORDER      -  SECOND    CLASS 0
 LF0619
 LF0619.The horizontal coordinates were scaled from a map and have
 LF0619.an estimated accuracy of +/- 6 seconds.
 LF0619
 LF0619.The orthometric height was determined by differential leveling and
 LF0619.adjusted by the NATIONAL GEODETIC SURVEY
 LF0619.in June 1991.
 LF0619
 LF0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0619.GEOID18 height accuracy estimate available here.
 LF0619
 LF0619.Click photographs - Photos may exist for this station.
 LF0619
 LF0619.The dynamic height is computed by dividing the NAVD 88
 LF0619.geopotential number by the normal gravity value computed on the
 LF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0619.degrees latitude (g = 980.6199 gals.).
 LF0619
 LF0619.The modeled gravity was interpolated from observed gravity values.
 LF0619
 LF0619;                    North         East    Units  Estimated Accuracy
 LF0619;SPC NE       -    51,530.      882,710.      MT  (+/- 180 meters Scaled)
 LF0619
 LF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE870538(NAD 83)
 LF0619
 LF0619                          SUPERSEDED SURVEY CONTROL
 LF0619
 LF0619  NGVD 29 (??/??/92)  275.441  (m)          903.68   (f) ADJ UNCH    2 0
 LF0619
 LF0619.Superseded values are not recommended for survey control.
 LF0619
 LF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0619.See file dsdata.pdf to determine how the superseded data were derived.
 LF0619
 LF0619_MARKER: DB = BENCH MARK DISK
 LF0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0619_STAMPING: S 266 1947
 LF0619_MARK LOGO: CGS
 LF0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0619+STABILITY: SURFACE MOTION
 LF0619
 LF0619  HISTORY     - Date     Condition        Report By
 LF0619  HISTORY     - 1947     MONUMENTED       CGS
 LF0619
 LF0619                          STATION DESCRIPTION
 LF0619
 LF0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0619'8.3 MI E FROM BARADA.
 LF0619'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0619'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEL HILL ROAD AND
 LF0619'2.9 MILES SOUTHEAST, SOUTH AND SOUTHWEST ALONG A COUNTY ROAD, AT
 LF0619'THE GOUCHER SCHOOL, 254.0 FEET SOUTH OF THE NORTH END OF AND
 LF0619'105.0 FEET NORTH OF THE SOUTH END OF A DOUBLE TURN IN THE ROAD,
 LF0619'59.0 FEET EAST OF THE CENTER OF THE ROAD, 1.8 FOOT WEST OF THE
 LF0619'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SCHOOL
 LF0619'BUILDING, SET IN A CONCRETE POST ABOUT 6 FEET ABOVE THE ROAD AND
 LF0619'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0652 ***********************************************************************
 LF0652  DESIGNATION -  S 267
 LF0652  PID         -  LF0652
 LF0652  STATE/COUNTY-  NE/RICHARDSON
 LF0652  COUNTRY     -  US
 LF0652  USGS QUAD   -  BARADA (2017)
 LF0652
 LF0652                         *CURRENT SURVEY CONTROL
 LF0652  ______________________________________________________________________
 LF0652* NAD 83(1986) POSITION- 40 08 43.     (N) 095 36 54.     (W)   SCALED
 LF0652* NAVD 88 ORTHO HEIGHT -   318.561 (meters)     1045.15  (feet) ADJUSTED
 LF0652  ______________________________________________________________________
 LF0652  GEOID HEIGHT    -        -30.367 (meters)                     GEOID18
 LF0652  DYNAMIC HEIGHT  -        318.385 (meters)     1044.57  (feet) COMP
 LF0652  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LF0652
 LF0652  VERT ORDER      -  SECOND    CLASS 0
 LF0652
 LF0652.The horizontal coordinates were scaled from a map and have
 LF0652.an estimated accuracy of +/- 6 seconds.
 LF0652
 LF0652.The orthometric height was determined by differential leveling and
 LF0652.adjusted by the NATIONAL GEODETIC SURVEY
 LF0652.in June 1991.
 LF0652
 LF0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0652.GEOID18 height accuracy estimate available here.
 LF0652
 LF0652.Click photographs - Photos may exist for this station.
 LF0652
 LF0652.The dynamic height is computed by dividing the NAVD 88
 LF0652.geopotential number by the normal gravity value computed on the
 LF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0652.degrees latitude (g = 980.6199 gals.).
 LF0652
 LF0652.The modeled gravity was interpolated from observed gravity values.
 LF0652
 LF0652;                    North         East    Units  Estimated Accuracy
 LF0652;SPC NE       -    44,110.      873,470.      MT  (+/- 180 meters Scaled)
 LF0652
 LF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE772471(NAD 83)
 LF0652
 LF0652                          SUPERSEDED SURVEY CONTROL
 LF0652
 LF0652  NGVD 29 (??/??/92)  318.493  (m)         1044.92   (f) ADJ UNCH    2 0
 LF0652
 LF0652.Superseded values are not recommended for survey control.
 LF0652
 LF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0652.See file dsdata.pdf to determine how the superseded data were derived.
 LF0652
 LF0652_MARKER: DB = BENCH MARK DISK
 LF0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0652_SP_SET: BUILDING
 LF0652_STAMPING: S 267 1947
 LF0652_MARK LOGO: CGS
 LF0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0652+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2017
 LF0652
 LF0652  HISTORY     - Date     Condition        Report By
 LF0652  HISTORY     - 1947     MONUMENTED       CGS
 LF0652  HISTORY     - 1974     GOOD             NGS
 LF0652  HISTORY     - 1980     GOOD             LOCSUR
 LF0652  HISTORY     - 20120710 GOOD             NEDR
 LF0652  HISTORY     - 20170711 GOOD             INDIV
 LF0652
 LF0652                          STATION DESCRIPTION
 LF0652
 LF0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0652'5.1 MI E FROM VERDON.
 LF0652'5.1 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0652'PACIFIC RAILROAD STATION AT VERDON, IN THE SOUTHEAST ANGLE OF
 LF0652'A CROSS ROAD AND AT THE NORTHWEST CORNER OF A LARGE BRICK
 LF0652'LUTHERAN CHURCH, SET VERTICALLY IN THE WEST FACE OF A 13-INCH
 LF0652'SQUARE SECTION OF LIME STONE WHICH IS INSCRIBED 1916 ON THE
 LF0652'NORTH END.
 LF0652
 LF0652                          STATION RECOVERY (1974)
 LF0652
 LF0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0652'RECOVERED IN GOOD CONDITION.
 LF0652
 LF0652                          STATION RECOVERY (1980)
 LF0652
 LF0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0652'RECOVERED IN GOOD CONDITION.
 LF0652
 LF0652                          STATION RECOVERY (2012)
 LF0652
 LF0652'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (JA)
 LF0652'RECOVERED IN GOOD CONDITION.
 LF0652
 LF0652                          STATION RECOVERY (2017)
 LF0652
 LF0652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (PS)
 LF0652'RECOVERED AS DESCRIBED, MARK IS SET NEAR NORTHWEST CORNER OF ST.
 LF0652'PAUL'S LUTHERAN CHURCH IN CORNERSTONE. SOUTH OF HWY 73, NEAR MILE POST
 LF0652'10.51.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0219 ***********************************************************************
 LH0219  DESIGNATION -  S 268
 LH0219  PID         -  LH0219
 LH0219  STATE/COUNTY-  NE/NUCKOLLS
 LH0219  COUNTRY     -  US
 LH0219  USGS QUAD   -  BOSTWICK (2017)
 LH0219
 LH0219                         *CURRENT SURVEY CONTROL
 LH0219  ______________________________________________________________________
 LH0219* NAD 83(1986) POSITION- 40 03 41.     (N) 098 14 20.     (W)   SCALED
 LH0219* NAVD 88 ORTHO HEIGHT -   491.493 (meters)     1612.51  (feet) ADJUSTED
 LH0219  ______________________________________________________________________
 LH0219  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 LH0219  DYNAMIC HEIGHT  -        491.204 (meters)     1611.56  (feet) COMP
 LH0219  MODELED GRAVITY -    980,022.1   (mgal)                       NAVD 88
 LH0219
 LH0219  VERT ORDER      -  FIRST     CLASS II
 LH0219
 LH0219.The horizontal coordinates were scaled from a map and have
 LH0219.an estimated accuracy of +/- 6 seconds.
 LH0219
 LH0219.The orthometric height was determined by differential leveling and
 LH0219.adjusted by the NATIONAL GEODETIC SURVEY
 LH0219.in June 1991.
 LH0219
 LH0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0219.GEOID18 height accuracy estimate available here.
 LH0219
 LH0219.Click photographs - Photos may exist for this station.
 LH0219
 LH0219.The dynamic height is computed by dividing the NAVD 88
 LH0219.geopotential number by the normal gravity value computed on the
 LH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0219.degrees latitude (g = 980.6199 gals.).
 LH0219
 LH0219.The modeled gravity was interpolated from observed gravity values.
 LH0219
 LH0219;                    North         East    Units  Estimated Accuracy
 LH0219;SPC NE       -    26,850.      650,240.      MT  (+/- 180 meters Scaled)
 LH0219
 LH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK649348(NAD 83)
 LH0219
 LH0219                          SUPERSEDED SURVEY CONTROL
 LH0219
 LH0219  NGVD 29 (??/??/92)  491.302  (m)         1611.88   (f) ADJ UNCH    1 2
 LH0219
 LH0219.Superseded values are not recommended for survey control.
 LH0219
 LH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0219.See file dsdata.pdf to determine how the superseded data were derived.
 LH0219
 LH0219_MARKER: DB = BENCH MARK DISK
 LH0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0219_SP_SET: PIER
 LH0219_STAMPING: S 268 1947
 LH0219_MARK LOGO: CGS
 LH0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0219
 LH0219  HISTORY     - Date     Condition        Report By
 LH0219  HISTORY     - 1947     MONUMENTED       CGS
 LH0219
 LH0219                          STATION DESCRIPTION
 LH0219
 LH0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0219'3 MI W FROM BOSTWICK.
 LH0219'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0219'FROM THE STATION AT BOSTWICK, AT THE WEST END OF STEEL BRIDGE
 LH0219'NO. 180.01, 7.8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 LH0219'3.0 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP OF AND
 LH0219'1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH END
 LH0219'OF THE CONCRETE PIER AT THE WEST END OF THE STEEL PLATE SECTION
 LH0219'OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0071 ***********************************************************************
 LH0071  DESIGNATION -  S 269
 LH0071  PID         -  LH0071
 LH0071  STATE/COUNTY-  NE/HALL
 LH0071  COUNTRY     -  US
 LH0071  USGS QUAD   -  GRAND ISLAND (2017)
 LH0071
 LH0071                         *CURRENT SURVEY CONTROL
 LH0071  ______________________________________________________________________
 LH0071* NAD 83(1986) POSITION- 40 54 56.     (N) 098 21 56.     (W)   SCALED
 LH0071* NAVD 88 ORTHO HEIGHT -   571.967 (meters)     1876.53  (feet) ADJUSTED
 LH0071  ______________________________________________________________________
 LH0071  GEOID HEIGHT    -        -25.027 (meters)                     GEOID18
 LH0071  DYNAMIC HEIGHT  -        571.666 (meters)     1875.54  (feet) COMP
 LH0071  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LH0071
 LH0071  VERT ORDER      -  FIRST     CLASS II
 LH0071
 LH0071.The horizontal coordinates were scaled from a map and have
 LH0071.an estimated accuracy of +/- 6 seconds.
 LH0071
 LH0071.The orthometric height was determined by differential leveling and
 LH0071.adjusted by the NATIONAL GEODETIC SURVEY
 LH0071.in June 1991.
 LH0071
 LH0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0071.GEOID18 height accuracy estimate available here.
 LH0071
 LH0071.Click photographs - Photos may exist for this station.
 LH0071
 LH0071.The dynamic height is computed by dividing the NAVD 88
 LH0071.geopotential number by the normal gravity value computed on the
 LH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0071.degrees latitude (g = 980.6199 gals.).
 LH0071
 LH0071.The modeled gravity was interpolated from observed gravity values.
 LH0071
 LH0071;                    North         East    Units  Estimated Accuracy
 LH0071;SPC NE       -   121,460.      637,640.      MT  (+/- 180 meters Scaled)
 LH0071
 LH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL534295(NAD 83)
 LH0071
 LH0071                          SUPERSEDED SURVEY CONTROL
 LH0071
 LH0071  NGVD 29 (??/??/92)  571.719  (m)         1875.71   (f) ADJ UNCH    1 2
 LH0071
 LH0071.Superseded values are not recommended for survey control.
 LH0071
 LH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0071.See file dsdata.pdf to determine how the superseded data were derived.
 LH0071
 LH0071_MARKER: DB = BENCH MARK DISK
 LH0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0071_SP_SET: OVERPASS
 LH0071_STAMPING: S 269 1947
 LH0071_MARK LOGO: CGS
 LH0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0071
 LH0071  HISTORY     - Date     Condition        Report By
 LH0071  HISTORY     - 1947     MONUMENTED       CGS
 LH0071  HISTORY     - 1949     GOOD             CGS
 LH0071  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0071
 LH0071                          STATION DESCRIPTION
 LH0071
 LH0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0071'1.4 MI SW FROM GRAND ISLAND.
 LH0071'1.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 LH0071'STATION AT GRAND ISLAND, AT U.S. HIGHWAY 30 OVERPASS, 85.6 FEET
 LH0071'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET
 LH0071'IN THE NORTHWEST FACE OF THE CENTER SUPPORT OF THE SECOND X
 LH0071'BRACED CONCRETE UPRIGHT SUPPORT FROM THE SOUTHEAST END OF THE
 LH0071'OVERPASS, SET VERTICALLY 4.2 FEET ABOVE THE SURFACE OF THE
 LH0071'GROUND.
 LH0071
 LH0071                          STATION RECOVERY (1949)
 LH0071
 LH0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0071'RECOVERED IN GOOD CONDITION.
 LH0071
 LH0071                          STATION RECOVERY (1990)
 LH0071
 LH0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1477 ***********************************************************************
 LH1477  DESIGNATION -  S 269 RESET
 LH1477  PID         -  LH1477
 LH1477  STATE/COUNTY-  NE/HALL
 LH1477  COUNTRY     -  US
 LH1477  USGS QUAD   -  GRAND ISLAND (2017)
 LH1477
 LH1477                         *CURRENT SURVEY CONTROL
 LH1477  ______________________________________________________________________
 LH1477* NAD 83(1986) POSITION- 40 54 56.     (N) 098 21 58.     (W)   SCALED
 LH1477* NAVD 88 ORTHO HEIGHT -   576.664 (meters)     1891.94  (feet) ADJUSTED
 LH1477  ______________________________________________________________________
 LH1477  GEOID HEIGHT    -        -25.026 (meters)                     GEOID18
 LH1477  DYNAMIC HEIGHT  -        576.360 (meters)     1890.94  (feet) COMP
 LH1477  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LH1477
 LH1477  VERT ORDER      -  FIRST     CLASS II
 LH1477
 LH1477.The horizontal coordinates were scaled from a map and have
 LH1477.an estimated accuracy of +/- 6 seconds.
 LH1477
 LH1477.The orthometric height was determined by differential leveling and
 LH1477.adjusted by the NATIONAL GEODETIC SURVEY
 LH1477.in May 1993.
 LH1477
 LH1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1477.GEOID18 height accuracy estimate available here.
 LH1477
 LH1477.Click photographs - Photos may exist for this station.
 LH1477
 LH1477.The dynamic height is computed by dividing the NAVD 88
 LH1477.geopotential number by the normal gravity value computed on the
 LH1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1477.degrees latitude (g = 980.6199 gals.).
 LH1477
 LH1477.The modeled gravity was interpolated from observed gravity values.
 LH1477
 LH1477;                    North         East    Units  Estimated Accuracy
 LH1477;SPC NE       -   121,460.      637,600.      MT  (+/- 180 meters Scaled)
 LH1477
 LH1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL533295(NAD 83)
 LH1477
 LH1477                          SUPERSEDED SURVEY CONTROL
 LH1477
 LH1477  NGVD 29 (02/14/92)  576.418  (m)         1891.13   (f) ADJUSTED    1 2
 LH1477
 LH1477.Superseded values are not recommended for survey control.
 LH1477
 LH1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1477.See file dsdata.pdf to determine how the superseded data were derived.
 LH1477
 LH1477_MARKER: DV = VERTICAL CONTROL DISK
 LH1477_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LH1477_SP_SET: WINGWALL
 LH1477_STAMPING: S 269 RESET 1985
 LH1477_MARK LOGO: NGS
 LH1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1477+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2017
 LH1477
 LH1477  HISTORY     - Date     Condition        Report By
 LH1477  HISTORY     - 1985     MONUMENTED       NGS
 LH1477  HISTORY     - 19911008 GOOD             NGS
 LH1477  HISTORY     - 20170817 GOOD             THOMDD
 LH1477
 LH1477                          STATION DESCRIPTION
 LH1477
 LH1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1477'IN GRAND ISLAND, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND WEST 3RD
 LH1477'STREET, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE
 LH1477'WEST CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING THE STREET AND
 LH1477'THE UNION PACIFIC RAILROAD, 33.5 M (109.9 FT) SOUTH OF THE CENTER OF
 LH1477'THE STREET, 4.9 M (16.1 FT) SOUTHWEST OF AND LEVEL WITH THE
 LH1477'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 LH1477'EAST OF THE WEST FACE OF THE WINGWALL.
 LH1477
 LH1477                          STATION RECOVERY (2017)
 LH1477
 LH1477'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 LH1477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1423 ***********************************************************************
 NM1423  DESIGNATION -  S 270
 NM1423  PID         -  NM1423
 NM1423  STATE/COUNTY-  NE/KNOX
 NM1423  COUNTRY     -  US
 NM1423  USGS QUAD   -  TABOR SE (2017)
 NM1423
 NM1423                         *CURRENT SURVEY CONTROL
 NM1423  ______________________________________________________________________
 NM1423* NAD 83(1986) POSITION- 42 50 00.     (N) 097 34 25.     (W)   SCALED
 NM1423* NAVD 88 ORTHO HEIGHT -   376.751 (meters)     1236.06  (feet) ADJUSTED
 NM1423  ______________________________________________________________________
 NM1423  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 NM1423  DYNAMIC HEIGHT  -        376.635 (meters)     1235.68  (feet) COMP
 NM1423  MODELED GRAVITY -    980,301.0   (mgal)                       NAVD 88
 NM1423
 NM1423  VERT ORDER      -  SECOND    CLASS 0
 NM1423
 NM1423.The horizontal coordinates were scaled from a map and have
 NM1423.an estimated accuracy of +/- 6 seconds.
 NM1423
 NM1423.The orthometric height was determined by differential leveling and
 NM1423.adjusted by the NATIONAL GEODETIC SURVEY
 NM1423.in June 1991.
 NM1423
 NM1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1423.GEOID18 height accuracy estimate available here.
 NM1423
 NM1423.Click photographs - Photos may exist for this station.
 NM1423
 NM1423.The dynamic height is computed by dividing the NAVD 88
 NM1423.geopotential number by the normal gravity value computed on the
 NM1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1423.degrees latitude (g = 980.6199 gals.).
 NM1423
 NM1423.The modeled gravity was interpolated from observed gravity values.
 NM1423
 NM1423;                    North         East    Units  Estimated Accuracy
 NM1423;SPC NE       -   335,890.      698,340.      MT  (+/- 180 meters Scaled)
 NM1423
 NM1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN165432(NAD 83)
 NM1423
 NM1423                          SUPERSEDED SURVEY CONTROL
 NM1423
 NM1423  NGVD 29 (??/??/92)  376.536  (m)         1235.35   (f) ADJ UNCH    2 0
 NM1423
 NM1423.Superseded values are not recommended for survey control.
 NM1423
 NM1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1423.See file dsdata.pdf to determine how the superseded data were derived.
 NM1423
 NM1423_MARKER: DB = BENCH MARK DISK
 NM1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1423_STAMPING: S 270 1949
 NM1423_MARK LOGO: CGS
 NM1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1423+STABILITY: SURFACE MOTION
 NM1423
 NM1423  HISTORY     - Date     Condition        Report By
 NM1423  HISTORY     - 1949     MONUMENTED       CGS
 NM1423  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM1423
 NM1423                          STATION DESCRIPTION
 NM1423
 NM1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1423'12.2 MI NW FROM CROFTON.
 NM1423'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1423'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1423'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1423'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1423'MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION
 NM1423'OF A T-ROAD LEADING WEST, 35 FEET SOUTH OF THE CENTER LINE OF
 NM1423'THE ROAD LEADING WEST, 34 FEET WEST OF THE CENTER LINE OF THE
 NM1423'NORTH-SOUTH ROAD, 3.0 FEET SOUTH OF AND INSIDE A FENCE CORNER,
 NM1423'1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1423'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1423
 NM1423                          STATION RECOVERY (1967)
 NM1423
 NM1423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM1423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1393 ***********************************************************************
 NM1393  DESIGNATION -  S 271
 NM1393  PID         -  NM1393
 NM1393  STATE/COUNTY-  NE/KNOX
 NM1393  COUNTRY     -  US
 NM1393  USGS QUAD   -  SANTEE (2017)
 NM1393
 NM1393                         *CURRENT SURVEY CONTROL
 NM1393  ______________________________________________________________________
 NM1393* NAD 83(1986) POSITION- 42 49 48.     (N) 097 50 15.     (W)   SCALED
 NM1393* NAVD 88 ORTHO HEIGHT -   428.591 (meters)     1406.14  (feet) ADJUSTED
 NM1393  ______________________________________________________________________
 NM1393  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 NM1393  DYNAMIC HEIGHT  -        428.446 (meters)     1405.66  (feet) COMP
 NM1393  MODELED GRAVITY -    980,271.4   (mgal)                       NAVD 88
 NM1393
 NM1393  VERT ORDER      -  SECOND    CLASS 0
 NM1393
 NM1393.The horizontal coordinates were scaled from a map and have
 NM1393.an estimated accuracy of +/- 6 seconds.
 NM1393
 NM1393.The orthometric height was determined by differential leveling and
 NM1393.adjusted by the NATIONAL GEODETIC SURVEY
 NM1393.in June 1991.
 NM1393
 NM1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1393.GEOID18 height accuracy estimate available here.
 NM1393
 NM1393.Click photographs - Photos may exist for this station.
 NM1393
 NM1393.The dynamic height is computed by dividing the NAVD 88
 NM1393.geopotential number by the normal gravity value computed on the
 NM1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1393.degrees latitude (g = 980.6199 gals.).
 NM1393
 NM1393.The modeled gravity was interpolated from observed gravity values.
 NM1393
 NM1393;                    North         East    Units  Estimated Accuracy
 NM1393;SPC NE       -   334,950.      676,790.      MT  (+/- 180 meters Scaled)
 NM1393
 NM1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN950425(NAD 83)
 NM1393
 NM1393                          SUPERSEDED SURVEY CONTROL
 NM1393
 NM1393  NGVD 29 (??/??/92)  428.364  (m)         1405.39   (f) ADJ UNCH    2 0
 NM1393
 NM1393.Superseded values are not recommended for survey control.
 NM1393
 NM1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1393.See file dsdata.pdf to determine how the superseded data were derived.
 NM1393
 NM1393_MARKER: DB = BENCH MARK DISK
 NM1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1393_STAMPING: S 271 1949
 NM1393_MARK LOGO: CGS
 NM1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1393+STABILITY: SURFACE MOTION
 NM1393
 NM1393  HISTORY     - Date     Condition        Report By
 NM1393  HISTORY     - 1949     MONUMENTED       CGS
 NM1393
 NM1393                          STATION DESCRIPTION
 NM1393
 NM1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1393'1.4 MI NE FROM SANTEE.
 NM1393'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMINITY HALL
 NM1393'AT SANTEE, THENCE 0.75 MILE SOUTH ALONG A GRAVELED ROAD, AT THE
 NM1393'JUNCTION OF A DIRT ROAD LEADING SOUTH ALONG THE WEST SIDE OF A
 NM1393'NORTH-SOUTH FENCE LINE, 45 YARDS (PACED) SOUTHEAST OF A FENCE CORNER
 NM1393'WHICH IS AT THE SOUTHEAST CORNER OF A PASTURE, 45.8 FEET WEST
 NM1393'OF THE SOUTHWEST END OF A CONCRETE TILE CULVERT UNDER THE GRAVELED
 NM1393'ROAD, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 NM1393'9 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 5.0 FEET NORTHWEST
 NM1393'OF A GATE POST, 1.8 FEET SOUTHEAST OF A REFERENCE POST, AND SET
 NM1393'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1393'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1049 ***********************************************************************
 NM1049  DESIGNATION -  S 272
 NM1049  PID         -  NM1049
 NM1049  STATE/COUNTY-  NE/CEDAR
 NM1049  COUNTRY     -  US
 NM1049  USGS QUAD   -  SAINT HELENA (2017)
 NM1049
 NM1049                         *CURRENT SURVEY CONTROL
 NM1049  ______________________________________________________________________
 NM1049* NAD 83(1986) POSITION- 42 48 34.     (N) 097 14 55.     (W)   SCALED
 NM1049* NAVD 88 ORTHO HEIGHT -   378.872 (meters)     1243.02  (feet) ADJUSTED
 NM1049  ______________________________________________________________________
 NM1049  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 NM1049  DYNAMIC HEIGHT  -        378.761 (meters)     1242.65  (feet) COMP
 NM1049  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NM1049
 NM1049  VERT ORDER      -  SECOND    CLASS 0
 NM1049
 NM1049.The horizontal coordinates were scaled from a map and have
 NM1049.an estimated accuracy of +/- 6 seconds.
 NM1049
 NM1049.The orthometric height was determined by differential leveling and
 NM1049.adjusted by the NATIONAL GEODETIC SURVEY
 NM1049.in June 1991.
 NM1049
 NM1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1049.GEOID18 height accuracy estimate available here.
 NM1049
 NM1049.Click photographs - Photos may exist for this station.
 NM1049
 NM1049.The dynamic height is computed by dividing the NAVD 88
 NM1049.geopotential number by the normal gravity value computed on the
 NM1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1049.degrees latitude (g = 980.6199 gals.).
 NM1049
 NM1049.The modeled gravity was interpolated from observed gravity values.
 NM1049
 NM1049;                    North         East    Units  Estimated Accuracy
 NM1049;SPC NE       -   334,030.      724,990.      MT  (+/- 180 meters Scaled)
 NM1049
 NM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN431411(NAD 83)
 NM1049
 NM1049                          SUPERSEDED SURVEY CONTROL
 NM1049
 NM1049  NGVD 29 (??/??/92)  378.668  (m)         1242.35   (f) ADJ UNCH    2 0
 NM1049
 NM1049.Superseded values are not recommended for survey control.
 NM1049
 NM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1049.See file dsdata.pdf to determine how the superseded data were derived.
 NM1049
 NM1049_MARKER: DB = BENCH MARK DISK
 NM1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1049_STAMPING: S 272 1949
 NM1049_MARK LOGO: CGS
 NM1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1049+STABILITY: SURFACE MOTION
 NM1049
 NM1049  HISTORY     - Date     Condition        Report By
 NM1049  HISTORY     - 1949     MONUMENTED       CGS
 NM1049
 NM1049                          STATION DESCRIPTION
 NM1049
 NM1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1049'AT ST HELENA.
 NM1049'AT ST. HELENA, 160.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 NM1049'THE NORTHWEST CORNER OF THE CATHOLIC CHURCH PARSONAGE, 95.0 FEET
 NM1049'EAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE
 NM1049'FRANK SNYDER FILLING STATION, 53 FEET NORTH OF THE CENTER LINE
 NM1049'OF AN EAST AND WEST ROAD, 44 FEET EAST OF THE CENTER LINE OF A
 NM1049'NORTH AND SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 NM1049'PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS 5.5 FEET LONG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0304 ***********************************************************************
 NN0304  DESIGNATION -  S 273
 NN0304  PID         -  NN0304
 NN0304  STATE/COUNTY-  NE/BOYD
 NN0304  COUNTRY     -  US
 NN0304  USGS QUAD   -  BRISTOW (2017)
 NN0304
 NN0304                         *CURRENT SURVEY CONTROL
 NN0304  ______________________________________________________________________
 NN0304* NAD 83(1986) POSITION- 42 50 26.     (N) 098 35 04.     (W)   SCALED
 NN0304* NAVD 88 ORTHO HEIGHT -   446.976 (meters)     1466.45  (feet) ADJUSTED
 NN0304  ______________________________________________________________________
 NN0304  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 NN0304  DYNAMIC HEIGHT  -        446.811 (meters)     1465.91  (feet) COMP
 NN0304  MODELED GRAVITY -    980,239.2   (mgal)                       NAVD 88
 NN0304
 NN0304  VERT ORDER      -  SECOND    CLASS 0
 NN0304
 NN0304.The horizontal coordinates were scaled from a map and have
 NN0304.an estimated accuracy of +/- 6 seconds.
 NN0304
 NN0304.The orthometric height was determined by differential leveling and
 NN0304.adjusted by the NATIONAL GEODETIC SURVEY
 NN0304.in June 1991.
 NN0304
 NN0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0304.GEOID18 height accuracy estimate available here.
 NN0304
 NN0304.Click photographs - Photos may exist for this station.
 NN0304
 NN0304.The dynamic height is computed by dividing the NAVD 88
 NN0304.geopotential number by the normal gravity value computed on the
 NN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0304.degrees latitude (g = 980.6199 gals.).
 NN0304
 NN0304.The modeled gravity was interpolated from observed gravity values.
 NN0304
 NN0304;                    North         East    Units  Estimated Accuracy
 NN0304;SPC NE       -   334,860.      615,710.      MT  (+/- 180 meters Scaled)
 NN0304
 NN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN339431(NAD 83)
 NN0304
 NN0304                          SUPERSEDED SURVEY CONTROL
 NN0304
 NN0304  NGVD 29 (??/??/92)  446.707  (m)         1465.57   (f) ADJ UNCH    2 0
 NN0304
 NN0304.Superseded values are not recommended for survey control.
 NN0304
 NN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0304.See file dsdata.pdf to determine how the superseded data were derived.
 NN0304
 NN0304_MARKER: DB = BENCH MARK DISK
 NN0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0304_STAMPING: S 273 1949
 NN0304_MARK LOGO: CGS
 NN0304_PROJECTION: FLUSH
 NN0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0304+STABILITY: SURFACE MOTION
 NN0304
 NN0304  HISTORY     - Date     Condition        Report By
 NN0304  HISTORY     - 1949     MONUMENTED       CGS
 NN0304
 NN0304                          STATION DESCRIPTION
 NN0304
 NN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0304'AT BRISTOW.
 NN0304'AT BRISTOW, IN THE NORTHWEST CORNER OF THE CITY PARK, IN LINE
 NN0304'WITH THE TWO MOST NORTHWESTERLY FLOODLIGHTS FOR THE BASEBALL
 NN0304'DIAMOND, 146 FEET EAST OF THE CENTER LINE OF THE MAIN
 NN0304'NORTH-SOUTH STREET, 104 FEET SOUTH OF THE CENTER LINE OF THE
 NN0304'EAST-WEST STREET, 47.6 FEET NORTHWEST OF THE 4TH FLOODLIGHT
 NN0304'POLE WEST OF THE EAST END OF THE EAST-WEST ROW OF LIGHTS, 42.8
 NN0304'FEET NORTHWEST OF THE 5TH POLE IN THE ABOVE MENTIONED ROW OF
 NN0304'POLES, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NN0304'CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0934 ***********************************************************************
 NM0934  DESIGNATION -  S 275
 NM0934  PID         -  NM0934
 NM0934  STATE/COUNTY-  NE/DIXON
 NM0934  COUNTRY     -  US
 NM0934  USGS QUAD   -  MASKELL (2017)
 NM0934
 NM0934                         *CURRENT SURVEY CONTROL
 NM0934  ______________________________________________________________________
 NM0934* NAD 83(1986) POSITION- 42 42 34.     (N) 096 58 52.     (W)   SCALED
 NM0934* NAVD 88 ORTHO HEIGHT -   360.404 (meters)     1182.43  (feet) ADJUSTED
 NM0934  ______________________________________________________________________
 NM0934  GEOID HEIGHT    -        -25.555 (meters)                     GEOID18
 NM0934  DYNAMIC HEIGHT  -        360.291 (meters)     1182.05  (feet) COMP
 NM0934  MODELED GRAVITY -    980,296.9   (mgal)                       NAVD 88
 NM0934
 NM0934  VERT ORDER      -  SECOND    CLASS 0
 NM0934
 NM0934.The horizontal coordinates were scaled from a map and have
 NM0934.an estimated accuracy of +/- 6 seconds.
 NM0934
 NM0934.The orthometric height was determined by differential leveling and
 NM0934.adjusted by the NATIONAL GEODETIC SURVEY
 NM0934.in June 1991.
 NM0934
 NM0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0934.GEOID18 height accuracy estimate available here.
 NM0934
 NM0934.Click photographs - Photos may exist for this station.
 NM0934
 NM0934.The dynamic height is computed by dividing the NAVD 88
 NM0934.geopotential number by the normal gravity value computed on the
 NM0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0934.degrees latitude (g = 980.6199 gals.).
 NM0934
 NM0934.The modeled gravity was interpolated from observed gravity values.
 NM0934
 NM0934;                    North         East    Units  Estimated Accuracy
 NM0934;SPC NE       -   323,660.      747,240.      MT  (+/- 180 meters Scaled)
 NM0934
 NM0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN653305(NAD 83)
 NM0934
 NM0934                          SUPERSEDED SURVEY CONTROL
 NM0934
 NM0934  NGVD 29 (??/??/92)  360.201  (m)         1181.76   (f) ADJ UNCH    2 0
 NM0934
 NM0934.Superseded values are not recommended for survey control.
 NM0934
 NM0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0934.See file dsdata.pdf to determine how the superseded data were derived.
 NM0934
 NM0934_MARKER: DB = BENCH MARK DISK
 NM0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0934_STAMPING: S 275 1949
 NM0934_MARK LOGO: CGS
 NM0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0934+STABILITY: SURFACE MOTION
 NM0934
 NM0934  HISTORY     - Date     Condition        Report By
 NM0934  HISTORY     - 1949     MONUMENTED       CGS
 NM0934
 NM0934                          STATION DESCRIPTION
 NM0934
 NM0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0934'1.4 MI N FROM MASKELL.
 NM0934'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0934'SCHOOL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT ROAD, AT
 NM0934'THE FOOT OF THE WEST SLOPE OF A BLUFF, 32 FEET SOUTH OF THE
 NM0934'EXTENDED CENTER LINE OF A T ROAD LEADING WEST, 27 FEET EAST OF THE
 NM0934'CENTER LINE OF THE NORTH-SOUTH ROAD, 58.6 FEET SOUTHWEST OF A
 NM0934'20-INCH ELM WITH A TRIANGULAR BLAZE OF THE WEST SIDE OF THE
 NM0934'TREE, 18.0 FEET NORTH OF A POWER TRANSMISSION LINE POLE, 9.5
 NM0934'FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.6 FEET WEST OF A
 NM0934'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0934'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1072 ***********************************************************************
 NM1072  DESIGNATION -  S 276
 NM1072  PID         -  NM1072
 NM1072  STATE/COUNTY-  NE/DIXON
 NM1072  COUNTRY     -  US
 NM1072  USGS QUAD   -  OBERT (2017)
 NM1072
 NM1072                         *CURRENT SURVEY CONTROL
 NM1072  ______________________________________________________________________
 NM1072* NAD 83(1986) POSITION- 42 43 52.     (N) 097 00 21.     (W)   SCALED
 NM1072* NAVD 88 ORTHO HEIGHT -   350.758 (meters)     1150.78  (feet) ADJUSTED
 NM1072  ______________________________________________________________________
 NM1072  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 NM1072  DYNAMIC HEIGHT  -        350.650 (meters)     1150.42  (feet) COMP
 NM1072  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 NM1072
 NM1072  VERT ORDER      -  SECOND    CLASS 0
 NM1072
 NM1072.The horizontal coordinates were scaled from a map and have
 NM1072.an estimated accuracy of +/- 6 seconds.
 NM1072
 NM1072.The orthometric height was determined by differential leveling and
 NM1072.adjusted by the NATIONAL GEODETIC SURVEY
 NM1072.in June 1991.
 NM1072
 NM1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1072.GEOID18 height accuracy estimate available here.
 NM1072
 NM1072.Click photographs - Photos may exist for this station.
 NM1072
 NM1072.The dynamic height is computed by dividing the NAVD 88
 NM1072.geopotential number by the normal gravity value computed on the
 NM1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1072.degrees latitude (g = 980.6199 gals.).
 NM1072
 NM1072.The modeled gravity was interpolated from observed gravity values.
 NM1072
 NM1072;                    North         East    Units  Estimated Accuracy
 NM1072;SPC NE       -   326,000.      745,130.      MT  (+/- 180 meters Scaled)
 NM1072
 NM1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN632328(NAD 83)
 NM1072
 NM1072                          SUPERSEDED SURVEY CONTROL
 NM1072
 NM1072  NGVD 29 (??/??/92)  350.554  (m)         1150.11   (f) ADJ UNCH    2 0
 NM1072
 NM1072.Superseded values are not recommended for survey control.
 NM1072
 NM1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1072.See file dsdata.pdf to determine how the superseded data were derived.
 NM1072
 NM1072_MARKER: DB = BENCH MARK DISK
 NM1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1072_STAMPING: S 276 1949
 NM1072_MARK LOGO: CGS
 NM1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1072+STABILITY: SURFACE MOTION
 NM1072
 NM1072  HISTORY     - Date     Condition        Report By
 NM1072  HISTORY     - 1949     MONUMENTED       CGS
 NM1072
 NM1072                          STATION DESCRIPTION
 NM1072
 NM1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1072'11.8 MI E FROM WYNOT.
 NM1072'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1072'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1072'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1072'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1072'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1072'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1072'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTHEAST ALONG A DIRT
 NM1072'ROAD, 0.4 MILE SOUTHEAST OF THE CLARENCE GILBERTSON FARM HOME,
 NM1072'17 FEET SOUT OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF
 NM1072'THE FOOT OF A BLUFF, 26.0 FEET NORTHEAST OF A 30 INCH COTTONWOOD
 NM1072'TREE WHICH HAS A TRIANGULAR BLAZE ON ITS NORTHEAST SIDE, 21.0
 NM1072'FEET NORTHWEST OF A 24 INCH BASSWOOD TREE WHICH HAS A TRIANGULAR
 NM1072'BLAZE ON ITS NORTH SIDE, 2.0 FEET WEST OF A WITNESS POST, SET
 NM1072'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 NM1072'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0142 ***********************************************************************
 LG0142  DESIGNATION -  S 277
 LG0142  PID         -  LG0142
 LG0142  STATE/COUNTY-  NE/CASS
 LG0142  COUNTRY     -  US
 LG0142  USGS QUAD   -  MANLEY (2017)
 LG0142
 LG0142                         *CURRENT SURVEY CONTROL
 LG0142  ______________________________________________________________________
 LG0142* NAD 83(1986) POSITION- 40 57 27.32   (N) 096 08 22.83   (W)   HD_HELD1
 LG0142* NAVD 88 ORTHO HEIGHT -   371.943 (meters)     1220.28  (feet) ADJUSTED
 LG0142  ______________________________________________________________________
 LG0142  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 LG0142  DYNAMIC HEIGHT  -        371.788 (meters)     1219.77  (feet) COMP
 LG0142  MODELED GRAVITY -    980,197.0   (mgal)                       NAVD 88
 LG0142
 LG0142  VERT ORDER      -  SECOND    CLASS 0
 LG0142
 LG0142.The horizontal coordinates were determined by differentially corrected
 LG0142.hand held GPS observations or other comparable positioning techniques
 LG0142.and have an estimated accuracy of +/- 3 meters.
 LG0142
 LG0142.The orthometric height was determined by differential leveling and
 LG0142.adjusted by the NATIONAL GEODETIC SURVEY
 LG0142.in June 1991.
 LG0142
 LG0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0142.GEOID18 height accuracy estimate available here.
 LG0142
 LG0142.Click photographs - Photos may exist for this station.
 LG0142
 LG0142.The dynamic height is computed by dividing the NAVD 88
 LG0142.geopotential number by the normal gravity value computed on the
 LG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0142.degrees latitude (g = 980.6199 gals.).
 LG0142
 LG0142.The modeled gravity was interpolated from observed gravity values.
 LG0142
 LG0142;                    North         East    Units  Estimated Accuracy
 LG0142;SPC NE       -   132,074.5     824,793.1     MT  (+/- 3 meters HH1 GPS) 
 LG0142
 LG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4072637989(NAD 83)
 LG0142
 LG0142                          SUPERSEDED SURVEY CONTROL
 LG0142
 LG0142  NGVD 29 (??/??/92)  371.848  (m)         1219.97   (f) ADJ UNCH    2 0
 LG0142
 LG0142.Superseded values are not recommended for survey control.
 LG0142
 LG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0142.See file dsdata.pdf to determine how the superseded data were derived.
 LG0142
 LG0142_MARKER: DB = BENCH MARK DISK
 LG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0142_STAMPING: S 277 1950
 LG0142_MARK LOGO: CGS
 LG0142_PROJECTION: PROJECTING 5 CENTIMETERS
 LG0142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0142+STABILITY: SURFACE MOTION
 LG0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0142+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2020
 LG0142
 LG0142  HISTORY     - Date     Condition        Report By
 LG0142  HISTORY     - 1950     MONUMENTED       CGS
 LG0142  HISTORY     - 1964     GOOD             USGS
 LG0142  HISTORY     - 20200612 GOOD             NEGS
 LG0142
 LG0142                          STATION DESCRIPTION
 LG0142
 LG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0142'4 MI S FROM LOUISVILLE.
 LG0142'4.0 MILES SOUTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 LG0142'AT LOUISVILLE, AT A CEMETERY, 175 FEET SOUTH OF THE CENTER
 LG0142'LINE OF AN EAST AND WEST ROAD, 37 FEET EAST OF THE CENTER LINE
 LG0142'OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER OF A GATE, 1.2 FEET
 LG0142'WEST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 LG0142'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LG0142'NOTE-- NEAR CORNER OF SECS. 35, 36, 1 AND 2, T 11 AND 12 N,
 LG0142'R 11 E.
 LG0142
 LG0142                          STATION RECOVERY (1964)
 LG0142
 LG0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0142'RECOVERED IN GOOD CONDITION.
 LG0142
 LG0142                          STATION RECOVERY (2020)
 LG0142
 LG0142'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG0142'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 50 AND NE. HIGHWAY 66 SOUTH
 LG0142'OF LOUISVILLE NORTHEAST, GO SOUTH ON HIGHWAY 50 FOR 1.45 MI (2.33 KM)
 LG0142'TO THE INTERSECTION OF HIGHWAY 50 AND CHURCH ROAD.  TURN LEFT (EAST)
 LG0142'ONTO CHURCH ROAD AND GO FOR 2.00 MI (3.22 KM) TO THE INTERSECTION OF
 LG0142'CHURCH ROAD AND 144TH ST. TURN RIGHT (SOUTH) ONTO 144TH ST. AND GO
 LG0142'APPROXIMATELY 170 FT TO THE POINT ON THE LEFT.
 LG0142'
 LG0142'THE MARK IS 5.80 FT (1.8 M) NORTHWEST FROM BOTTOM FACE ROUND STEEL
 LG0142'(NORTH) GATE POST OF ST. PATRICK'S CEMETERY, 2.17 FT (0.7 M) WEST FROM
 LG0142'CHAIN LINK FENCE, 1.9 FT (0.6 M) WEST FROM BOTTOM ORANGE FIBERGLASS
 LG0142'WITNESS POST AND 36 FT (11.0 M) EAST OF 144TH. STREET.  A MAGNET HAS
 LG0142'BEEN PLACED BY THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0514 ***********************************************************************
 NM0514  DESIGNATION -  S 278
 NM0514  PID         -  NM0514
 NM0514  STATE/COUNTY-  NE/THURSTON
 NM0514  COUNTRY     -  US
 NM0514  USGS QUAD   -  MACY (2017)
 NM0514
 NM0514                         *CURRENT SURVEY CONTROL
 NM0514  ______________________________________________________________________
 NM0514* NAD 83(1986) POSITION- 42 04 34.     (N) 096 18 30.     (W)   SCALED
 NM0514* NAVD 88 ORTHO HEIGHT -   368.304 (meters)     1208.34  (feet) ADJUSTED
 NM0514  ______________________________________________________________________
 NM0514  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 NM0514  DYNAMIC HEIGHT  -        368.176 (meters)     1207.92  (feet) COMP
 NM0514  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 NM0514
 NM0514  VERT ORDER      -  SECOND    CLASS 0
 NM0514
 NM0514.The horizontal coordinates were scaled from a map and have
 NM0514.an estimated accuracy of +/- 6 seconds.
 NM0514
 NM0514.The orthometric height was determined by differential leveling and
 NM0514.adjusted by the NATIONAL GEODETIC SURVEY
 NM0514.in June 1991.
 NM0514
 NM0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0514.GEOID18 height accuracy estimate available here.
 NM0514
 NM0514.Click photographs - Photos may exist for this station.
 NM0514
 NM0514.The dynamic height is computed by dividing the NAVD 88
 NM0514.geopotential number by the normal gravity value computed on the
 NM0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0514.degrees latitude (g = 980.6199 gals.).
 NM0514
 NM0514.The modeled gravity was interpolated from observed gravity values.
 NM0514
 NM0514;                    North         East    Units  Estimated Accuracy
 NM0514;SPC NE       -   255,530.      805,310.      MT  (+/- 180 meters Scaled)
 NM0514
 NM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM226617(NAD 83)
 NM0514
 NM0514                          SUPERSEDED SURVEY CONTROL
 NM0514
 NM0514  NGVD 29 (??/??/92)  368.156  (m)         1207.86   (f) ADJ UNCH    2 0
 NM0514
 NM0514.Superseded values are not recommended for survey control.
 NM0514
 NM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0514.See file dsdata.pdf to determine how the superseded data were derived.
 NM0514
 NM0514_MARKER: DB = BENCH MARK DISK
 NM0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0514_STAMPING: S 278 1949
 NM0514_MARK LOGO: CGS
 NM0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0514+STABILITY: SURFACE MOTION
 NM0514
 NM0514  HISTORY     - Date     Condition        Report By
 NM0514  HISTORY     - 1949     MONUMENTED       CGS
 NM0514  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0514
 NM0514                          STATION DESCRIPTION
 NM0514
 NM0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0514'4.1 MI SE FROM MACY.
 NM0514'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0514'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0514'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 73 E, THENCE 0.5 MILE
 NM0514'EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MITCHELL
 NM0514'DICK, 255 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 NM0514'ROAD, 43 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING NORTH,
 NM0514'2.4 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, SET IN
 NM0514'THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 NM0514'THE GROUND.
 NM0514
 NM0514                          STATION RECOVERY (1965)
 NM0514
 NM0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0602 ***********************************************************************
 LH0602  DESIGNATION -  S 279
 LH0602  PID         -  LH0602
 LH0602  STATE/COUNTY-  NE/KEARNEY
 LH0602  COUNTRY     -  US
 LH0602  USGS QUAD   -  KEARNEY (2017)
 LH0602
 LH0602                         *CURRENT SURVEY CONTROL
 LH0602  ______________________________________________________________________
 LH0602* NAD 83(1986) POSITION- 40 38 29.     (N) 099 03 57.     (W)   SCALED
 LH0602* NAVD 88 ORTHO HEIGHT -   651.558 (meters)     2137.65  (feet) ADJUSTED
 LH0602  ______________________________________________________________________
 LH0602  GEOID HEIGHT    -        -24.621 (meters)                     GEOID18
 LH0602  DYNAMIC HEIGHT  -        651.183 (meters)     2136.42  (feet) COMP
 LH0602  MODELED GRAVITY -    980,028.8   (mgal)                       NAVD 88
 LH0602
 LH0602  VERT ORDER      -  SECOND    CLASS 0
 LH0602
 LH0602.The horizontal coordinates were scaled from a map and have
 LH0602.an estimated accuracy of +/- 6 seconds.
 LH0602
 LH0602.The orthometric height was determined by differential leveling and
 LH0602.adjusted by the NATIONAL GEODETIC SURVEY
 LH0602.in June 1991.
 LH0602
 LH0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0602.GEOID18 height accuracy estimate available here.
 LH0602
 LH0602.Click photographs - Photos may exist for this station.
 LH0602
 LH0602.The dynamic height is computed by dividing the NAVD 88
 LH0602.geopotential number by the normal gravity value computed on the
 LH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0602.degrees latitude (g = 980.6199 gals.).
 LH0602
 LH0602.The modeled gravity was interpolated from observed gravity values.
 LH0602
 LH0602;                    North         East    Units  Estimated Accuracy
 LH0602;SPC NE       -    90,140.      579,000.      MT  (+/- 180 meters Scaled)
 LH0602
 LH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK944989(NAD 83)
 LH0602
 LH0602                          SUPERSEDED SURVEY CONTROL
 LH0602
 LH0602  NGVD 29 (??/??/92)  651.296  (m)         2136.79   (f) ADJ UNCH    2 0
 LH0602
 LH0602.Superseded values are not recommended for survey control.
 LH0602
 LH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0602.See file dsdata.pdf to determine how the superseded data were derived.
 LH0602
 LH0602_MARKER: DB = BENCH MARK DISK
 LH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0602_STAMPING: S 279 1949
 LH0602_MARK LOGO: CGS
 LH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0602+STABILITY: SURFACE MOTION
 LH0602
 LH0602  HISTORY     - Date     Condition        Report By
 LH0602  HISTORY     - 1949     MONUMENTED       CGS
 LH0602  HISTORY     - 20060512 MARK NOT FOUND   NEDR
 LH0602
 LH0602                          STATION DESCRIPTION
 LH0602
 LH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0602'4.4 MI SE FROM KEARNEY.
 LH0602'3.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 LH0602'KEARNEY, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 10, 213 FEET
 LH0602'NORTH OF THE CENTER LINE OF THE HIGHWAY, 144.0 FEET SOUTH OF THE
 LH0602'SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE, 26 FEET WEST OF THE
 LH0602'CENTER LINE OF A NORTH-SOUTH ROAD, 1.0 FOOT EAST OF A FENCE, 2.0
 LH0602'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0602'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0602
 LH0602                          STATION RECOVERY (2006)
 LH0602
 LH0602'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0602'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0823 ***********************************************************************
 MK0823  DESIGNATION -  S 280
 MK0823  PID         -  MK0823
 MK0823  STATE/COUNTY-  NE/SARPY
 MK0823  COUNTRY     -  US
 MK0823  USGS QUAD   -  CEDAR CREEK (2017)
 MK0823
 MK0823                         *CURRENT SURVEY CONTROL
 MK0823  ______________________________________________________________________
 MK0823* NAD 83(1986) POSITION- 41 04 40.65   (N) 096 04 52.19   (W)   HD_HELD1
 MK0823* NAVD 88 ORTHO HEIGHT -   338.275 (meters)     1109.82  (feet) ADJUSTED
 MK0823  ______________________________________________________________________
 MK0823  GEOID HEIGHT    -        -26.761 (meters)                     GEOID18
 MK0823  DYNAMIC HEIGHT  -        338.139 (meters)     1109.38  (feet) COMP
 MK0823  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 MK0823
 MK0823  VERT ORDER      -  SECOND    CLASS 0
 MK0823
 MK0823.The horizontal coordinates were determined by differentially corrected
 MK0823.hand held GPS observations or other comparable positioning techniques
 MK0823.and have an estimated accuracy of +/- 3 meters.
 MK0823
 MK0823.The orthometric height was determined by differential leveling and
 MK0823.adjusted by the NATIONAL GEODETIC SURVEY
 MK0823.in June 1991.
 MK0823
 MK0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0823.GEOID18 height accuracy estimate available here.
 MK0823
 MK0823.Click photographs - Photos may exist for this station.
 MK0823
 MK0823.The dynamic height is computed by dividing the NAVD 88
 MK0823.geopotential number by the normal gravity value computed on the
 MK0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0823.degrees latitude (g = 980.6199 gals.).
 MK0823
 MK0823.The modeled gravity was interpolated from observed gravity values.
 MK0823
 MK0823;                    North         East    Units  Estimated Accuracy
 MK0823;SPC NE       -   145,645.8     829,107.2     MT  (+/- 3 meters HH1 GPS) 
 MK0823
 MK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4520351517(NAD 83)
 MK0823
 MK0823                          SUPERSEDED SURVEY CONTROL
 MK0823
 MK0823  NGVD 29 (??/??/92)  338.176  (m)         1109.50   (f) ADJ UNCH    2 0
 MK0823
 MK0823.Superseded values are not recommended for survey control.
 MK0823
 MK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0823.See file dsdata.pdf to determine how the superseded data were derived.
 MK0823
 MK0823_MARKER: DB = BENCH MARK DISK
 MK0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0823_STAMPING: S 280 1950
 MK0823_MARK LOGO: CGS
 MK0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0823+STABILITY: SURFACE MOTION
 MK0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0823+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 MK0823
 MK0823  HISTORY     - Date     Condition        Report By
 MK0823  HISTORY     - 1950     MONUMENTED       CGS
 MK0823  HISTORY     - 20170829 GOOD             THOMDD
 MK0823
 MK0823                          STATION DESCRIPTION
 MK0823
 MK0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0823'2.3 MI S FROM RICHFIELD.
 MK0823'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0823'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0823'1.7 MILES SOUTH ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 88 FEET
 MK0823'SOUTHWEST OF THE JUNCTION OF THE CENTER LINES OF THE TWO ROADS, 54
 MK0823'FEET WEST OF A POWER POLE, 33 FEET SOUTH OF THE CENTER LINE OF AN
 MK0823'EAST AND WEST ROAD, 1 FOOT NORTH OF A FENCE, 1.7 FEET WEST OF A
 MK0823'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0823'0.5 FOOT ABOVE THE GROUND.
 MK0823
 MK0823                          STATION RECOVERY (2017)
 MK0823
 MK0823'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MK0823'NEW TIES AS FOLLOWS, 27.7 NORTH TO CENTERLINE CONCRETE APRON EXTENDED
 MK0823'
 MK0823'WEST, 15.7 EAST TO WEST END CONCRETE APRON EXTENDED, EAST 24.7 TO X  
 MK0823'NAILS 1 FOOT ABOVE GROUND ON NORTH FACE POWER POLE, AND 7.5 SOUTH TO
 MK0823'
 MK0823'UNMAINTAINED WIRE FENCE. LOCAL STREET INTERSECTION IS SOUTH 108TH  
 MK0823'STREET AND MITCHELL ROAD. LOCAL GPS RTN LAT 41 04 40.635 N LON 96 04
 MK0823'
 MK0823'52.147 W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0415 ***********************************************************************
 ML0415  DESIGNATION -  S 281
 ML0415  PID         -  ML0415
 ML0415  STATE/COUNTY-  NE/HOWARD
 ML0415  COUNTRY     -  US
 ML0415  USGS QUAD   -  FARWELL (2017)
 ML0415
 ML0415                         *CURRENT SURVEY CONTROL
 ML0415  ______________________________________________________________________
 ML0415* NAD 83(1986) POSITION- 41 09 47.     (N) 098 39 08.     (W)   SCALED
 ML0415* NAVD 88 ORTHO HEIGHT -   606.158 (meters)     1988.70  (feet) ADJUSTED
 ML0415  ______________________________________________________________________
 ML0415  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 ML0415  DYNAMIC HEIGHT  -        605.850 (meters)     1987.69  (feet) COMP
 ML0415  MODELED GRAVITY -    980,096.9   (mgal)                       NAVD 88
 ML0415
 ML0415  VERT ORDER      -  SECOND    CLASS 0
 ML0415
 ML0415.The horizontal coordinates were scaled from a map and have
 ML0415.an estimated accuracy of +/- 6 seconds.
 ML0415
 ML0415.The orthometric height was determined by differential leveling and
 ML0415.adjusted by the NATIONAL GEODETIC SURVEY
 ML0415.in June 1991.
 ML0415
 ML0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0415.GEOID18 height accuracy estimate available here.
 ML0415
 ML0415.Click photographs - Photos may exist for this station.
 ML0415
 ML0415.The dynamic height is computed by dividing the NAVD 88
 ML0415.geopotential number by the normal gravity value computed on the
 ML0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0415.degrees latitude (g = 980.6199 gals.).
 ML0415
 ML0415.The modeled gravity was interpolated from observed gravity values.
 ML0415
 ML0415;                    North         East    Units  Estimated Accuracy
 ML0415;SPC NE       -   148,520.      613,070.      MT  (+/- 180 meters Scaled)
 ML0415
 ML0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL291569(NAD 83)
 ML0415
 ML0415                          SUPERSEDED SURVEY CONTROL
 ML0415
 ML0415  NGVD 29 (??/??/92)  605.914  (m)         1987.90   (f) ADJ UNCH    2 0
 ML0415
 ML0415.Superseded values are not recommended for survey control.
 ML0415
 ML0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0415.See file dsdata.pdf to determine how the superseded data were derived.
 ML0415
 ML0415_MARKER: DB = BENCH MARK DISK
 ML0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0415_STAMPING: S 281 1949
 ML0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0415+STABILITY: SURFACE MOTION
 ML0415
 ML0415  HISTORY     - Date     Condition        Report By
 ML0415  HISTORY     - 1949     MONUMENTED       CGS
 ML0415
 ML0415                          STATION DESCRIPTION
 ML0415
 ML0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0415'4.1 MI W FROM NYSTED.
 ML0415'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0415'AT NYSTED, THENCE 2.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0415'SOUTHWEST CORNER OF SECTION 24, T. 14 N., R 12 W., AT A T-JUNCTION
 ML0415'OF ROADS, 43 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ML0415'ROAD, 22 FEET EAST OF THE CENTER LINE OF A SIDE ROAD LEADING
 ML0415'NORTH, 3 FEET NORTHWEST OF A POWER LINE POLE, 1.4 FEET WEST
 ML0415'OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE
 ML0415'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0415'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0283 ***********************************************************************
 ML0283  DESIGNATION -  S 282
 ML0283  PID         -  ML0283
 ML0283  STATE/COUNTY-  NE/HOWARD
 ML0283  COUNTRY     -  US
 ML0283  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0283
 ML0283                         *CURRENT SURVEY CONTROL
 ML0283  ______________________________________________________________________
 ML0283* NAD 83(1986) POSITION- 41 02 47.     (N) 098 28 40.     (W)   SCALED
 ML0283* NAVD 88 ORTHO HEIGHT -   585.028 (meters)     1919.38  (feet) ADJUSTED
 ML0283  ______________________________________________________________________
 ML0283  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 ML0283  DYNAMIC HEIGHT  -        584.729 (meters)     1918.40  (feet) COMP
 ML0283  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 ML0283
 ML0283  VERT ORDER      -  SECOND    CLASS 0
 ML0283
 ML0283.The horizontal coordinates were scaled from a map and have
 ML0283.an estimated accuracy of +/- 6 seconds.
 ML0283
 ML0283.The orthometric height was determined by differential leveling and
 ML0283.adjusted by the NATIONAL GEODETIC SURVEY
 ML0283.in June 1991.
 ML0283
 ML0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0283.GEOID18 height accuracy estimate available here.
 ML0283
 ML0283.Click photographs - Photos may exist for this station.
 ML0283
 ML0283.The dynamic height is computed by dividing the NAVD 88
 ML0283.geopotential number by the normal gravity value computed on the
 ML0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0283.degrees latitude (g = 980.6199 gals.).
 ML0283
 ML0283.The modeled gravity was interpolated from observed gravity values.
 ML0283
 ML0283;                    North         East    Units  Estimated Accuracy
 ML0283;SPC NE       -   135,810.      627,940.      MT  (+/- 180 meters Scaled)
 ML0283
 ML0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL438440(NAD 83)
 ML0283
 ML0283                          SUPERSEDED SURVEY CONTROL
 ML0283
 ML0283  NGVD 29 (??/??/92)  584.784  (m)         1918.58   (f) ADJ UNCH    2 0
 ML0283
 ML0283.Superseded values are not recommended for survey control.
 ML0283
 ML0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0283.See file dsdata.pdf to determine how the superseded data were derived.
 ML0283
 ML0283_MARKER: DB = BENCH MARK DISK
 ML0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0283_STAMPING: S 282 1949
 ML0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0283+STABILITY: SURFACE MOTION
 ML0283
 ML0283  HISTORY     - Date     Condition        Report By
 ML0283  HISTORY     - 1949     MONUMENTED       CGS
 ML0283
 ML0283                          STATION DESCRIPTION
 ML0283
 ML0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0283'8 MI SE FROM DANNEBROG.
 ML0283'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0283'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0283'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 ML0283'0.3 MILE EAST ALONG A COUNTY ROAD, THENCE 1.8 MILES EAST ALONG A
 ML0283'SECTION LINE ROAD, 0.1 MILE EAST OF THE SOUTHWEST CORNER OF
 ML0283'SECTION 33, T. 13 N., R. 10 W., ON THE TOP OF A SMALL RISE, 24
 ML0283'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 ML0283'FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0283'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0283'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0403 ***********************************************************************
 ML0403  DESIGNATION -  S 283 RESET
 ML0403  PID         -  ML0403
 ML0403  STATE/COUNTY-  NE/SHERMAN
 ML0403  COUNTRY     -  US
 ML0403  USGS QUAD   -  ASHTON (2017)
 ML0403
 ML0403                         *CURRENT SURVEY CONTROL
 ML0403  ______________________________________________________________________
 ML0403* NAD 83(1986) POSITION- 41 12 40.     (N) 098 47 08.     (W)   SCALED
 ML0403* NAVD 88 ORTHO HEIGHT -   649.46  (meters)     2130.8   (feet) RESET
 ML0403  ______________________________________________________________________
 ML0403  GEOID HEIGHT    -        -24.204 (meters)                     GEOID18
 ML0403  VERT ORDER      -  THIRD
 ML0403
 ML0403.The horizontal coordinates were scaled from a map and have
 ML0403.an estimated accuracy of +/- 6 seconds.
 ML0403
 ML0403.The orthometric height was computed from unverified reset data.
 ML0403
 ML0403.No vertical observational check was made to the station.
 ML0403
 ML0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0403.GEOID18 height accuracy estimate available here.
 ML0403
 ML0403.Click photographs - Photos may exist for this station.
 ML0403
 ML0403;                    North         East    Units  Estimated Accuracy
 ML0403;SPC NE       -   153,680.      601,810.      MT  (+/- 180 meters Scaled)
 ML0403
 ML0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179622(NAD 83)
 ML0403
 ML0403                          SUPERSEDED SURVEY CONTROL
 ML0403
 ML0403  NGVD 29 (??/??/??)  649.21   (m)         2129.9    (f) RESET       3  
 ML0403
 ML0403.Superseded values are not recommended for survey control.
 ML0403
 ML0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0403.See file dsdata.pdf to determine how the superseded data were derived.
 ML0403
 ML0403_MARKER: DB = BENCH MARK DISK
 ML0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0403_STAMPING: S 283 1949
 ML0403_MARK LOGO: CGS
 ML0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0403+STABILITY: SURFACE MOTION
 ML0403
 ML0403  HISTORY     - Date     Condition        Report By
 ML0403  HISTORY     - 1962     MONUMENTED       CGS
 ML0403
 ML0403                          STATION DESCRIPTION
 ML0403
 ML0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ML0403'3 MI S FROM ASHTON.
 ML0403'0.8 MILE SOUTH ALONG A CUNTY ROAD FROM THE POST OFFICE AT
 ML0403'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 1.7
 ML0403'MILES SOUTH ALONG A COUNTY ROAD, 0.3 MILE NORTH OF THE SOUTHWEST
 ML0403'CORNER OF SECTION 2, T. 14 N., R. 13 W., AT THE TOP OF A HILL
 ML0403'SLOPING DOWN AND TO THE SOUTH, 0.15 MILE SOUTH OF A FARMHOUSE
 ML0403'ON THE EAST SIDE OF THE ROAD, 33 FEET EAST OF THE CENTER LINE
 ML0403'OF THE ROAD, 1.2 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE
 ML0403'ROAD LEVEL, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 ML0403'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 ML0403'FOOT ABOVE THE GROUND.  NOTE-- MARK WAS RESET 33 EAST DUE
 ML0403'TO COUNTY ROAD IMPROVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0473 ***********************************************************************
 ML0473  DESIGNATION -  S 284
 ML0473  PID         -  ML0473
 ML0473  STATE/COUNTY-  NE/HALL
 ML0473  COUNTRY     -  US
 ML0473  USGS QUAD   -  DANNEBROG (2017)
 ML0473
 ML0473                         *CURRENT SURVEY CONTROL
 ML0473  ______________________________________________________________________
 ML0473* NAD 83(1986) POSITION- 41 01 06.46   (N) 098 36 25.47   (W)   HD_HELD1
 ML0473* NAVD 88 ORTHO HEIGHT -   599.273 (meters)     1966.11  (feet) ADJUSTED
 ML0473  ______________________________________________________________________
 ML0473  GEOID HEIGHT    -        -24.509 (meters)                     GEOID18
 ML0473  DYNAMIC HEIGHT  -        598.965 (meters)     1965.10  (feet) COMP
 ML0473  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 ML0473
 ML0473  VERT ORDER      -  SECOND    CLASS 0
 ML0473
 ML0473.The horizontal coordinates were determined by differentially corrected
 ML0473.hand held GPS observations or other comparable positioning techniques
 ML0473.and have an estimated accuracy of +/- 3 meters.
 ML0473
 ML0473.The orthometric height was determined by differential leveling and
 ML0473.adjusted by the NATIONAL GEODETIC SURVEY
 ML0473.in June 1991.
 ML0473
 ML0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0473.GEOID18 height accuracy estimate available here.
 ML0473
 ML0473.Click photographs - Photos may exist for this station.
 ML0473
 ML0473.The dynamic height is computed by dividing the NAVD 88
 ML0473.geopotential number by the normal gravity value computed on the
 ML0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0473.degrees latitude (g = 980.6199 gals.).
 ML0473
 ML0473.The modeled gravity was interpolated from observed gravity values.
 ML0473
 ML0473;                    North         East    Units  Estimated Accuracy
 ML0473;SPC NE       -   132,524.0     617,120.4     MT  (+/- 3 meters HH1 GPS) 
 ML0473
 ML0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3303640880(NAD 83)
 ML0473
 ML0473                          SUPERSEDED SURVEY CONTROL
 ML0473
 ML0473  NGVD 29 (??/??/92)  599.033  (m)         1965.33   (f) ADJ UNCH    2 0
 ML0473
 ML0473.Superseded values are not recommended for survey control.
 ML0473
 ML0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0473.See file dsdata.pdf to determine how the superseded data were derived.
 ML0473
 ML0473_MARKER: DB = BENCH MARK DISK
 ML0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0473_STAMPING: S 284 1949
 ML0473_MARK LOGO: CGS
 ML0473_PROJECTION: FLUSH
 ML0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0473+STABILITY: SURFACE MOTION
 ML0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0473+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2020
 ML0473
 ML0473  HISTORY     - Date     Condition        Report By
 ML0473  HISTORY     - 1949     MONUMENTED       CGS
 ML0473  HISTORY     - 20200806 GOOD             NE-079
 ML0473
 ML0473                          STATION DESCRIPTION
 ML0473
 ML0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0473'1.1 MI N FROM CAIRO.
 ML0473'1.1 MILES NORTH ALONG STATE HIGHWAY NO. 60 FROM THE JUNCTION
 ML0473'OF STATE HIGHWAY NO. 60 WITH STATE HIGHWAY NO. 2 AT CAIRO, AT
 ML0473'THE SOUTHWEST CORNER OF SECTION 7, T. 12 N., R. 11 W., IN THE
 ML0473'NORTHEAST QUARTER OF A ROAD CROSSING, 85 FEET EAST OF THE CENTER
 ML0473'LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE
 ML0473'EAST-WEST ROAD, 18 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH
 ML0473'OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 ML0473'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0473'ABOVE THE GROUND.
 ML0473
 ML0473                          STATION RECOVERY (2020)
 ML0473
 ML0473'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML0473'THE MARK IS 0.7 FT (21 CM) SOUTH OF AN ORANGE WITNESS POST, 6.4 FT
 ML0473'(2.0 M) SOUTHEAST OF A YELLOW UNDERGROUND GAS WARNING POST, 25.7 FT
 ML0473'(7.8 M) EAST OF A POWER POLE, 83.7 FT (25.5 M) EAST OF HIGHWAY 11
 ML0473'CENTERLINE. AND 24.5 FT (7.5 M) NORTH OF CHAPMAN ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0398 ***********************************************************************
 ML0398  DESIGNATION -  S 285
 ML0398  PID         -  ML0398
 ML0398  STATE/COUNTY-  NE/SHERMAN
 ML0398  COUNTRY     -  US
 ML0398  USGS QUAD   -  ASHTON (2017)
 ML0398
 ML0398                         *CURRENT SURVEY CONTROL
 ML0398  ______________________________________________________________________
 ML0398* NAD 83(1986) POSITION- 41 11 33.     (N) 098 51 41.     (W)   SCALED
 ML0398* NAVD 88 ORTHO HEIGHT -   649.075 (meters)     2129.51  (feet) ADJUSTED
 ML0398  ______________________________________________________________________
 ML0398  GEOID HEIGHT    -        -24.109 (meters)                     GEOID18
 ML0398  DYNAMIC HEIGHT  -        648.744 (meters)     2128.42  (feet) COMP
 ML0398  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 ML0398
 ML0398  VERT ORDER      -  SECOND    CLASS 0
 ML0398
 ML0398.The horizontal coordinates were scaled from a map and have
 ML0398.an estimated accuracy of +/- 6 seconds.
 ML0398
 ML0398.The orthometric height was determined by differential leveling and
 ML0398.adjusted by the NATIONAL GEODETIC SURVEY
 ML0398.in June 1991.
 ML0398
 ML0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0398.GEOID18 height accuracy estimate available here.
 ML0398
 ML0398.Click photographs - Photos may exist for this station.
 ML0398
 ML0398.The dynamic height is computed by dividing the NAVD 88
 ML0398.geopotential number by the normal gravity value computed on the
 ML0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0398.degrees latitude (g = 980.6199 gals.).
 ML0398
 ML0398.The modeled gravity was interpolated from observed gravity values.
 ML0398
 ML0398;                    North         East    Units  Estimated Accuracy
 ML0398;SPC NE       -   151,530.      595,480.      MT  (+/- 180 meters Scaled)
 ML0398
 ML0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL116601(NAD 83)
 ML0398
 ML0398                          SUPERSEDED SURVEY CONTROL
 ML0398
 ML0398  NGVD 29 (??/??/92)  648.834  (m)         2128.72   (f) ADJ UNCH    2 0
 ML0398
 ML0398.Superseded values are not recommended for survey control.
 ML0398
 ML0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0398.See file dsdata.pdf to determine how the superseded data were derived.
 ML0398
 ML0398_MARKER: DB = BENCH MARK DISK
 ML0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0398_STAMPING: S 285 1949
 ML0398_MARK LOGO: CGS
 ML0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0398+STABILITY: SURFACE MOTION
 ML0398
 ML0398  HISTORY     - Date     Condition        Report By
 ML0398  HISTORY     - 1949     MONUMENTED       CGS
 ML0398  HISTORY     - 1979     GOOD             NGS
 ML0398
 ML0398                          STATION DESCRIPTION
 ML0398
 ML0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0398'8.3 MI S FROM ASHTON.
 ML0398'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0398'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0
 ML0398'MILES SOUTH ALONG A COUNTY ROAD, THENCE 4.0 MILES WEST ALONG
 ML0398'A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 12, T. 14 N.,
 ML0398'R. 14 WN., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 ML0398'66 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 38 FEET
 ML0398'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25 FEET NORTH
 ML0398'OF A CORNER FENCE POST, 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH
 ML0398'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0398'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0398'NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH
 ML0398'MARK T 285.
 ML0398
 ML0398                          STATION RECOVERY (1979)
 ML0398
 ML0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ML0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0432 ***********************************************************************
 LH0432  DESIGNATION -  S 286
 LH0432  PID         -  LH0432
 LH0432  STATE/COUNTY-  NE/HALL
 LH0432  COUNTRY     -  US
 LH0432  USGS QUAD   -  PROSSER (2017)
 LH0432
 LH0432                         *CURRENT SURVEY CONTROL
 LH0432  ______________________________________________________________________
 LH0432* NAD 83(1986) POSITION- 40 44 55.     (N) 098 31 24.     (W)   SCALED
 LH0432* NAVD 88 ORTHO HEIGHT -   592.990 (meters)     1945.50  (feet) ADJUSTED
 LH0432  ______________________________________________________________________
 LH0432  GEOID HEIGHT    -        -24.965 (meters)                     GEOID18
 LH0432  DYNAMIC HEIGHT  -        592.666 (meters)     1944.44  (feet) COMP
 LH0432  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 LH0432
 LH0432  VERT ORDER      -  SECOND    CLASS 0
 LH0432
 LH0432.The horizontal coordinates were scaled from a map and have
 LH0432.an estimated accuracy of +/- 6 seconds.
 LH0432
 LH0432.The orthometric height was determined by differential leveling and
 LH0432.adjusted by the NATIONAL GEODETIC SURVEY
 LH0432.in June 1991.
 LH0432
 LH0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0432.GEOID18 height accuracy estimate available here.
 LH0432
 LH0432.Click photographs - Photos may exist for this station.
 LH0432
 LH0432.The dynamic height is computed by dividing the NAVD 88
 LH0432.geopotential number by the normal gravity value computed on the
 LH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0432.degrees latitude (g = 980.6199 gals.).
 LH0432
 LH0432.The modeled gravity was interpolated from observed gravity values.
 LH0432
 LH0432;                    North         East    Units  Estimated Accuracy
 LH0432;SPC NE       -   102,690.      624,670.      MT  (+/- 180 meters Scaled)
 LH0432
 LH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL402109(NAD 83)
 LH0432
 LH0432                          SUPERSEDED SURVEY CONTROL
 LH0432
 LH0432  NGVD 29 (??/??/92)  592.742  (m)         1944.69   (f) ADJ UNCH    2 0
 LH0432
 LH0432.Superseded values are not recommended for survey control.
 LH0432
 LH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0432.See file dsdata.pdf to determine how the superseded data were derived.
 LH0432
 LH0432_MARKER: DB = BENCH MARK DISK
 LH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0432_STAMPING: S 286 1949
 LH0432_MARK LOGO: CGS
 LH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0432+STABILITY: SURFACE MOTION
 LH0432
 LH0432  HISTORY     - Date     Condition        Report By
 LH0432  HISTORY     - 1949     MONUMENTED       CGS
 LH0432
 LH0432                          STATION DESCRIPTION
 LH0432
 LH0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0432'11 MI SW FROM ALDA.
 LH0432'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0432'PACIFIC RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A
 LH0432'GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LH0432'6.25 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST
 LH0432'ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED
 LH0432'ROAD, THENCE 1.15 MILES WEST ALONG A GRAVELED ROAD, AT THE FARM
 LH0432'HOME OF D.C. HURST, 101 FEET SOUTH OF THE CENTER LINE OF THE
 LH0432'ROAD, 41.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 LH0432'14 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.0 FEET
 LH0432'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0432'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0493 ***********************************************************************
 LH0493  DESIGNATION -  S 287
 LH0493  PID         -  LH0493
 LH0493  STATE/COUNTY-  NE/HALL
 LH0493  COUNTRY     -  US
 LH0493  USGS QUAD   -  WOOD RIVER (2017)
 LH0493
 LH0493                         *CURRENT SURVEY CONTROL
 LH0493  ______________________________________________________________________
 LH0493* NAD 83(1986) POSITION- 40 46 18.     (N) 098 35 15.     (W)   SCALED
 LH0493* NAVD 88 ORTHO HEIGHT -   597.640 (meters)     1960.76  (feet) ADJUSTED
 LH0493  ______________________________________________________________________
 LH0493  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 LH0493  DYNAMIC HEIGHT  -        597.313 (meters)     1959.68  (feet) COMP
 LH0493  MODELED GRAVITY -    980,058.7   (mgal)                       NAVD 88
 LH0493
 LH0493  VERT ORDER      -  SECOND    CLASS 0
 LH0493
 LH0493.The horizontal coordinates were scaled from a map and have
 LH0493.an estimated accuracy of +/- 6 seconds.
 LH0493
 LH0493.The orthometric height was determined by differential leveling and
 LH0493.adjusted by the NATIONAL GEODETIC SURVEY
 LH0493.in June 1991.
 LH0493
 LH0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0493.GEOID18 height accuracy estimate available here.
 LH0493
 LH0493.Click photographs - Photos may exist for this station.
 LH0493
 LH0493.The dynamic height is computed by dividing the NAVD 88
 LH0493.geopotential number by the normal gravity value computed on the
 LH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0493.degrees latitude (g = 980.6199 gals.).
 LH0493
 LH0493.The modeled gravity was interpolated from observed gravity values.
 LH0493
 LH0493;                    North         East    Units  Estimated Accuracy
 LH0493;SPC NE       -   105,160.      619,210.      MT  (+/- 180 meters Scaled)
 LH0493
 LH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL348134(NAD 83)
 LH0493
 LH0493                          SUPERSEDED SURVEY CONTROL
 LH0493
 LH0493  NGVD 29 (??/??/92)  597.389  (m)         1959.93   (f) ADJ UNCH    2 0
 LH0493
 LH0493.Superseded values are not recommended for survey control.
 LH0493
 LH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0493.See file dsdata.pdf to determine how the superseded data were derived.
 LH0493
 LH0493_MARKER: DB = BENCH MARK DISK
 LH0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0493_STAMPING: S 287 1949
 LH0493_MARK LOGO: CGS
 LH0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0493+STABILITY: SURFACE MOTION
 LH0493
 LH0493  HISTORY     - Date     Condition        Report By
 LH0493  HISTORY     - 1949     MONUMENTED       CGS
 LH0493
 LH0493                          STATION DESCRIPTION
 LH0493
 LH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0493'4.4 MI S FROM WOOD RIVER.
 LH0493'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0493'STATION AT WOOD RIVER, THENCE 3.65 MILES SOUTH ALONG A GRAVELED
 LH0493'ROAD, AT THE FARM HOME OF S.J. ABBOTT AND OCCUPIED BY ELMER
 LH0493'GOSDA, 142 FEET NORTH OF THE CENTER LINE OF THE PRIVATE
 LH0493'DRIVEWAY, 104 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0493'ROAD, 84.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 LH0493'2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0493'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0508 ***********************************************************************
 LH0508  DESIGNATION -  S 288
 LH0508  PID         -  LH0508
 LH0508  STATE/COUNTY-  NE/ADAMS
 LH0508  COUNTRY     -  US
 LH0508  USGS QUAD   -  DENMAN (2017)
 LH0508
 LH0508                         *CURRENT SURVEY CONTROL
 LH0508  ______________________________________________________________________
 LH0508* NAD 83(1986) POSITION- 40 40 18.     (N) 098 43 25.     (W)   SCALED
 LH0508* NAVD 88 ORTHO HEIGHT -   615.448 (meters)     2019.18  (feet) ADJUSTED
 LH0508  ______________________________________________________________________
 LH0508  GEOID HEIGHT    -        -24.866 (meters)                     GEOID18
 LH0508  DYNAMIC HEIGHT  -        615.104 (meters)     2018.05  (feet) COMP
 LH0508  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 LH0508
 LH0508  VERT ORDER      -  SECOND    CLASS 0
 LH0508
 LH0508.The horizontal coordinates were scaled from a map and have
 LH0508.an estimated accuracy of +/- 6 seconds.
 LH0508
 LH0508.The orthometric height was determined by differential leveling and
 LH0508.adjusted by the NATIONAL GEODETIC SURVEY
 LH0508.in June 1991.
 LH0508
 LH0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0508.GEOID18 height accuracy estimate available here.
 LH0508
 LH0508.Click photographs - Photos may exist for this station.
 LH0508
 LH0508.The dynamic height is computed by dividing the NAVD 88
 LH0508.geopotential number by the normal gravity value computed on the
 LH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0508.degrees latitude (g = 980.6199 gals.).
 LH0508
 LH0508.The modeled gravity was interpolated from observed gravity values.
 LH0508
 LH0508;                    North         East    Units  Estimated Accuracy
 LH0508;SPC NE       -    93,880.      607,890.      MT  (+/- 180 meters Scaled)
 LH0508
 LH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233023(NAD 83)
 LH0508
 LH0508                          SUPERSEDED SURVEY CONTROL
 LH0508
 LH0508  NGVD 29 (??/??/92)  615.196  (m)         2018.36   (f) ADJ UNCH    2 0
 LH0508
 LH0508.Superseded values are not recommended for survey control.
 LH0508
 LH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0508.See file dsdata.pdf to determine how the superseded data were derived.
 LH0508
 LH0508_MARKER: DB = BENCH MARK DISK
 LH0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0508_STAMPING: S 288 1949
 LH0508_MARK LOGO: CGS
 LH0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0508+STABILITY: SURFACE MOTION
 LH0508
 LH0508  HISTORY     - Date     Condition        Report By
 LH0508  HISTORY     - 1949     MONUMENTED       CGS
 LH0508
 LH0508                          STATION DESCRIPTION
 LH0508
 LH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0508'1.9 MI S FROM DENMAN.
 LH0508'1.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0508'AT DENMAN, AT THE FARM HOME OF DEN KENEEDY, 0.1 MILE NORTH OF
 LH0508'THE HOUSE, 135.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN
 LH0508'OLD CORNCRIB, 102 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0508'ROAD, 11.4 FEET EAST OF A 24-INCH COTTONWOOD TREE, 38.0 FEET
 LH0508'SOUTHEAST OF AN IRRIGATION WELL, 5.0 FEET SOUTH OF A FENCE,
 LH0508'2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0508'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0844 ***********************************************************************
 MK0844  DESIGNATION -  S 290
 MK0844  PID         -  MK0844
 MK0844  STATE/COUNTY-  NE/CASS
 MK0844  COUNTRY     -  US
 MK0844  USGS QUAD   -  ASHLAND EAST (2017)
 MK0844
 MK0844                         *CURRENT SURVEY CONTROL
 MK0844  ______________________________________________________________________
 MK0844* NAD 83(1986) POSITION- 41 00 07.     (N) 096 14 59.     (W)   SCALED
 MK0844* NAVD 88 ORTHO HEIGHT -   323.840 (meters)     1062.47  (feet) ADJUSTED
 MK0844  ______________________________________________________________________
 MK0844  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 MK0844  DYNAMIC HEIGHT  -        323.708 (meters)     1062.03  (feet) COMP
 MK0844  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 MK0844
 MK0844  VERT ORDER      -  SECOND    CLASS 0
 MK0844
 MK0844.The horizontal coordinates were scaled from a map and have
 MK0844.an estimated accuracy of +/- 6 seconds.
 MK0844
 MK0844.The orthometric height was determined by differential leveling and
 MK0844.adjusted by the NATIONAL GEODETIC SURVEY
 MK0844.in June 1991.
 MK0844
 MK0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0844.GEOID18 height accuracy estimate available here.
 MK0844
 MK0844.Click photographs - Photos may exist for this station.
 MK0844
 MK0844.The dynamic height is computed by dividing the NAVD 88
 MK0844.geopotential number by the normal gravity value computed on the
 MK0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0844.degrees latitude (g = 980.6199 gals.).
 MK0844
 MK0844.The modeled gravity was interpolated from observed gravity values.
 MK0844
 MK0844;                    North         East    Units  Estimated Accuracy
 MK0844;SPC NE       -   136,590.      815,330.      MT  (+/- 180 meters Scaled)
 MK0844
 MK0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL313426(NAD 83)
 MK0844
 MK0844                          SUPERSEDED SURVEY CONTROL
 MK0844
 MK0844  NGVD 29 (??/??/92)  323.740  (m)         1062.14   (f) ADJ UNCH    2 0
 MK0844
 MK0844.Superseded values are not recommended for survey control.
 MK0844
 MK0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0844.See file dsdata.pdf to determine how the superseded data were derived.
 MK0844
 MK0844_MARKER: DB = BENCH MARK DISK
 MK0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0844_STAMPING: S 290 1950
 MK0844_MARK LOGO: CGS
 MK0844_PROJECTION: FLUSH
 MK0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0844+STABILITY: SURFACE MOTION
 MK0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0844+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 MK0844
 MK0844  HISTORY     - Date     Condition        Report By
 MK0844  HISTORY     - 1950     MONUMENTED       CGS
 MK0844  HISTORY     - 20051130 GOOD             INDIV
 MK0844  HISTORY     - 20100803 MARK NOT FOUND   USACE
 MK0844
 MK0844                          STATION DESCRIPTION
 MK0844
 MK0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0844'AT SOUTH BEND.
 MK0844'AT SOUTH BEND, ALONG THE WEST EDGE OF THE SCHOOL YARD, 168 FEET
 MK0844'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 131
 MK0844'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 150
 MK0844'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH STREET, 1.4
 MK0844'FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN
 MK0844'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0844
 MK0844                          STATION RECOVERY (2005)
 MK0844
 MK0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KEC)
 MK0844'MONUMENT LOCATED 120 FEET NORTH OF CENTERLINE STATE HWY 66, 150 FEET
 MK0844'WEST OF CENTERLINE OF KANSAS STREET. SCHOOL YARD AND BUILDING
 MK0844'REFERENCED PRIOR NO LONGER EXIST.
 MK0844
 MK0844                          STATION RECOVERY (2010)
 MK0844
 MK0844'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (DDS)
 MK0844'MARK NOT FOUND. DESCRIPTION FALLS UNDER THE CANOPY OF LARGE TREE. IF
 MK0844'THE MARK IS IN PLACE, IT WOULD NOT BE SUITIBLE FOR GPS OCCUPATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0729 ***********************************************************************
 ML0729  DESIGNATION -  S 291
 ML0729  PID         -  ML0729
 ML0729  STATE/COUNTY-  NE/BUFFALO
 ML0729  COUNTRY     -  US
 ML0729  USGS QUAD   -  HAZARD (2017)
 ML0729
 ML0729                         *CURRENT SURVEY CONTROL
 ML0729  ______________________________________________________________________
 ML0729* NAD 83(1986) POSITION- 41 02 39.     (N) 099 00 28.     (W)   SCALED
 ML0729* NAVD 88 ORTHO HEIGHT -   628.007 (meters)     2060.39  (feet) ADJUSTED
 ML0729  ______________________________________________________________________
 ML0729  GEOID HEIGHT    -        -24.059 (meters)                     GEOID18
 ML0729  DYNAMIC HEIGHT  -        627.674 (meters)     2059.29  (feet) COMP
 ML0729  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 ML0729
 ML0729  VERT ORDER      -  SECOND    CLASS 0
 ML0729
 ML0729.The horizontal coordinates were scaled from a map and have
 ML0729.an estimated accuracy of +/- 6 seconds.
 ML0729
 ML0729.The orthometric height was determined by differential leveling and
 ML0729.adjusted by the NATIONAL GEODETIC SURVEY
 ML0729.in June 1991.
 ML0729
 ML0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0729.GEOID18 height accuracy estimate available here.
 ML0729
 ML0729.Click photographs - Photos may exist for this station.
 ML0729
 ML0729.The dynamic height is computed by dividing the NAVD 88
 ML0729.geopotential number by the normal gravity value computed on the
 ML0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0729.degrees latitude (g = 980.6199 gals.).
 ML0729
 ML0729.The modeled gravity was interpolated from observed gravity values.
 ML0729
 ML0729;                    North         East    Units  Estimated Accuracy
 ML0729;SPC NE       -   134,910.      583,400.      MT  (+/- 180 meters Scaled)
 ML0729
 ML0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML993436(NAD 83)
 ML0729
 ML0729                          SUPERSEDED SURVEY CONTROL
 ML0729
 ML0729  NGVD 29 (??/??/92)  627.769  (m)         2059.61   (f) ADJ UNCH    2 0
 ML0729
 ML0729.Superseded values are not recommended for survey control.
 ML0729
 ML0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0729.See file dsdata.pdf to determine how the superseded data were derived.
 ML0729
 ML0729_MARKER: DB = BENCH MARK DISK
 ML0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0729_STAMPING: S 291 1949
 ML0729_MARK LOGO: CGS
 ML0729_PROJECTION: FLUSH
 ML0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0729+STABILITY: SURFACE MOTION
 ML0729
 ML0729  HISTORY     - Date     Condition        Report By
 ML0729  HISTORY     - 1949     MONUMENTED       CGS
 ML0729
 ML0729                          STATION DESCRIPTION
 ML0729
 ML0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0729'AT SWEETWATER.
 ML0729'AT SWEETWATER, 175 FEET SOUTH OF THE CENTER LINE OF STATE
 ML0729'HIGHWAY NO. 2, 62 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 ML0729'SWEETWATER POST OFFICE, 23 FEET NORTHWEST OF THE NORTHWEST
 ML0729'CORNER OF THE TRUMAN MAUL RESIDENCE, 1 FOOT NORTH OF A CORNER
 ML0729'FENCE POST AT THE NORTHWEST CORNER OF THE YARD, SET IN THE TOP
 ML0729'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0632 ***********************************************************************
 LH0632  DESIGNATION -  S 292
 LH0632  PID         -  LH0632
 LH0632  STATE/COUNTY-  NE/BUFFALO
 LH0632  COUNTRY     -  US
 LH0632  USGS QUAD   -  RIVERDALE (2017)
 LH0632
 LH0632                         *CURRENT SURVEY CONTROL
 LH0632  ______________________________________________________________________
 LH0632* NAD 83(1986) POSITION- 40 48 58.     (N) 099 14 07.     (W)   SCALED
 LH0632* NAVD 88 ORTHO HEIGHT -   677.612 (meters)     2223.13  (feet) ADJUSTED
 LH0632  ______________________________________________________________________
 LH0632  GEOID HEIGHT    -        -24.165 (meters)                     GEOID18
 LH0632  DYNAMIC HEIGHT  -        677.227 (meters)     2221.87  (feet) COMP
 LH0632  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 LH0632
 LH0632  VERT ORDER      -  SECOND    CLASS 0
 LH0632
 LH0632.The horizontal coordinates were scaled from a map and have
 LH0632.an estimated accuracy of +/- 6 seconds.
 LH0632
 LH0632.The orthometric height was determined by differential leveling and
 LH0632.adjusted by the NATIONAL GEODETIC SURVEY
 LH0632.in June 1991.
 LH0632
 LH0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0632.GEOID18 height accuracy estimate available here.
 LH0632
 LH0632.Click photographs - Photos may exist for this station.
 LH0632
 LH0632.The dynamic height is computed by dividing the NAVD 88
 LH0632.geopotential number by the normal gravity value computed on the
 LH0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0632.degrees latitude (g = 980.6199 gals.).
 LH0632
 LH0632.The modeled gravity was interpolated from observed gravity values.
 LH0632
 LH0632;                    North         East    Units  Estimated Accuracy
 LH0632;SPC NE       -   109,400.      564,500.      MT  (+/- 180 meters Scaled)
 LH0632
 LH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801183(NAD 83)
 LH0632
 LH0632                          SUPERSEDED SURVEY CONTROL
 LH0632
 LH0632  NGVD 29 (??/??/92)  677.359  (m)         2222.30   (f) ADJ UNCH    2 0
 LH0632
 LH0632.Superseded values are not recommended for survey control.
 LH0632
 LH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0632.See file dsdata.pdf to determine how the superseded data were derived.
 LH0632
 LH0632_MARKER: DB = BENCH MARK DISK
 LH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0632_STAMPING: S 292 1949
 LH0632_MARK LOGO: CGS
 LH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0632+STABILITY: SURFACE MOTION
 LH0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0632+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0632
 LH0632  HISTORY     - Date     Condition        Report By
 LH0632  HISTORY     - 1949     MONUMENTED       CGS
 LH0632  HISTORY     - 1983     GOOD             LOCSUR
 LH0632  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0632
 LH0632                          STATION DESCRIPTION
 LH0632
 LH0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0632'2.3 MI SE FROM AMHERST.
 LH0632'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0632'PACIFIC RAILROAD STATION AT AMHERST, AT THE CROSSING OF THE
 LH0632'RAILROAD, HIGHWAY AND A NORTH-SOUTH SECTION LINE ROAD, 45 FEET
 LH0632'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 44 FEET SOUTHWEST
 LH0632'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 LH0632'LINE OF THE NORTH-SOUTH ROAD, 1.4 FEET WEST OF A CORNER FENCE
 LH0632'POST, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0632'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0632'ABOVE THE GROUND.
 LH0632
 LH0632                          STATION RECOVERY (1983)
 LH0632
 LH0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0632'RECOVERED IN GOOD CONDITION.
 LH0632
 LH0632                          STATION RECOVERY (1993)
 LH0632
 LH0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0614 ***********************************************************************
 LH0614  DESIGNATION -  S 293
 LH0614  PID         -  LH0614
 LH0614  STATE/COUNTY-  NE/BUFFALO
 LH0614  COUNTRY     -  US
 LH0614  USGS QUAD   -  PLEASANTON NW (2017)
 LH0614
 LH0614                         *CURRENT SURVEY CONTROL
 LH0614  ______________________________________________________________________
 LH0614* NAD 83(1986) POSITION- 40 58 29.     (N) 099 11 04.     (W)   SCALED
 LH0614* NAVD 88 ORTHO HEIGHT -   677.603 (meters)     2223.10  (feet) ADJUSTED
 LH0614  ______________________________________________________________________
 LH0614  GEOID HEIGHT    -        -23.975 (meters)                     GEOID18
 LH0614  DYNAMIC HEIGHT  -        677.234 (meters)     2221.89  (feet) COMP
 LH0614  MODELED GRAVITY -    980,057.3   (mgal)                       NAVD 88
 LH0614
 LH0614  VERT ORDER      -  SECOND    CLASS 0
 LH0614
 LH0614.The horizontal coordinates were scaled from a map and have
 LH0614.an estimated accuracy of +/- 6 seconds.
 LH0614
 LH0614.The orthometric height was determined by differential leveling and
 LH0614.adjusted by the NATIONAL GEODETIC SURVEY
 LH0614.in June 1991.
 LH0614
 LH0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0614.GEOID18 height accuracy estimate available here.
 LH0614
 LH0614.Click photographs - Photos may exist for this station.
 LH0614
 LH0614.The dynamic height is computed by dividing the NAVD 88
 LH0614.geopotential number by the normal gravity value computed on the
 LH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0614.degrees latitude (g = 980.6199 gals.).
 LH0614
 LH0614.The modeled gravity was interpolated from observed gravity values.
 LH0614
 LH0614;                    North         East    Units  Estimated Accuracy
 LH0614;SPC NE       -   127,050.      568,620.      MT  (+/- 180 meters Scaled)
 LH0614
 LH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML844359(NAD 83)
 LH0614
 LH0614                          SUPERSEDED SURVEY CONTROL
 LH0614
 LH0614  NGVD 29 (??/??/92)  677.358  (m)         2222.30   (f) ADJ UNCH    2 0
 LH0614
 LH0614.Superseded values are not recommended for survey control.
 LH0614
 LH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0614.See file dsdata.pdf to determine how the superseded data were derived.
 LH0614
 LH0614_MARKER: DB = BENCH MARK DISK
 LH0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0614_STAMPING: S 293 1949
 LH0614_MARK LOGO: CGS
 LH0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0614+STABILITY: SURFACE MOTION
 LH0614
 LH0614  HISTORY     - Date     Condition        Report By
 LH0614  HISTORY     - 1949     MONUMENTED       CGS
 LH0614
 LH0614                          STATION DESCRIPTION
 LH0614
 LH0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0614'5.8 MI W FROM PLEASANTON.
 LH0614'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0614'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 5.1 MILES WEST ALONG
 LH0614'A COUNTY ROAD, AT A T-JUNCTION OF ROADS, 48 FEET NORTH OF THE
 LH0614'CENTER LINE OF THE EAST-WEST ROAD, 12 FEET NORTH OF A CORNER
 LH0614'FENCE POST, 7 FEET EAST OF THE CENTER LINE OF A FIELD ROAD
 LH0614'LEADING NORTH INTO A FIELD, 0.5 FOOT WEST OF A FENCE, AT THE
 LH0614'SUMMIT OF A HILL, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE
 LH0614'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 LH0614'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0847 ***********************************************************************
 MK0847  DESIGNATION -  S 295
 MK0847  PID         -  MK0847
 MK0847  STATE/COUNTY-  NE/CASS
 MK0847  COUNTRY     -  US
 MK0847  USGS QUAD   -  ASHLAND EAST (2017)
 MK0847
 MK0847                         *CURRENT SURVEY CONTROL
 MK0847  ______________________________________________________________________
 MK0847* NAD 83(1986) POSITION- 41 00 40.     (N) 096 17 41.     (W)   SCALED
 MK0847* NAVD 88 ORTHO HEIGHT -   331.478 (meters)     1087.52  (feet) ADJUSTED
 MK0847  ______________________________________________________________________
 MK0847  GEOID HEIGHT    -        -26.251 (meters)                     GEOID18
 MK0847  DYNAMIC HEIGHT  -        331.342 (meters)     1087.08  (feet) COMP
 MK0847  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 MK0847
 MK0847  VERT ORDER      -  SECOND    CLASS 0
 MK0847
 MK0847.The horizontal coordinates were scaled from a map and have
 MK0847.an estimated accuracy of +/- 6 seconds.
 MK0847
 MK0847.The orthometric height was determined by differential leveling and
 MK0847.adjusted by the NATIONAL GEODETIC SURVEY
 MK0847.in June 1991.
 MK0847
 MK0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0847.GEOID18 height accuracy estimate available here.
 MK0847
 MK0847.Click photographs - Photos may exist for this station.
 MK0847
 MK0847.The dynamic height is computed by dividing the NAVD 88
 MK0847.geopotential number by the normal gravity value computed on the
 MK0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0847.degrees latitude (g = 980.6199 gals.).
 MK0847
 MK0847.The modeled gravity was interpolated from observed gravity values.
 MK0847
 MK0847;                    North         East    Units  Estimated Accuracy
 MK0847;SPC NE       -   137,440.      811,500.      MT  (+/- 180 meters Scaled)
 MK0847
 MK0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL274435(NAD 83)
 MK0847
 MK0847                          SUPERSEDED SURVEY CONTROL
 MK0847
 MK0847  NGVD 29 (??/??/92)  331.377  (m)         1087.19   (f) ADJ UNCH    2 0
 MK0847
 MK0847.Superseded values are not recommended for survey control.
 MK0847
 MK0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0847.See file dsdata.pdf to determine how the superseded data were derived.
 MK0847
 MK0847_MARKER: DB = BENCH MARK DISK
 MK0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0847_STAMPING: S 295 1950
 MK0847_MARK LOGO: CGS
 MK0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0847+STABILITY: SURFACE MOTION
 MK0847
 MK0847  HISTORY     - Date     Condition        Report By
 MK0847  HISTORY     - 1950     MONUMENTED       CGS
 MK0847
 MK0847                          STATION DESCRIPTION
 MK0847
 MK0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0847'2.9 MI W FROM SOUTH BEND.
 MK0847'1.2 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 MK0847'BEND, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 MK0847'MILES WEST ALONG A GRAVELED ROAD, 0.15 MILE SOUTHEAST OF AN
 MK0847'ABANDONED FARMHOUSE, AT AN OLD FARMHOUSE SITE, ON THE OUTSIDE
 MK0847'OF A CURVE IN THE ROAD, 72 FEET SOUTH OF THE CENTER LINE OF THE
 MK0847'ROAD, 83 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0847'13 FEET SOUTHWEST OF THE MOST WESTERLY ONE OF 3 LARGE TREES
 MK0847'WHICH ARE IN AN EAST AND WEST ROW, 2 FEET EAST OF A WITNESS
 MK0847'POST, 35 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0847'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK0847'1.0 MILE SOUTHEAST OF BENCH MARK R 290.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0164 ***********************************************************************
 LG0164  DESIGNATION -  S 296
 LG0164  PID         -  LG0164
 LG0164  STATE/COUNTY-  NE/CASS
 LG0164  COUNTRY     -  US
 LG0164  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0164
 LG0164                         *CURRENT SURVEY CONTROL
 LG0164  ______________________________________________________________________
 LG0164* NAD 83(1986) POSITION- 40 58 15.     (N) 096 02 43.     (W)   SCALED
 LG0164* NAVD 88 ORTHO HEIGHT -   359.996 (meters)     1181.09  (feet) ADJUSTED
 LG0164  ______________________________________________________________________
 LG0164  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 LG0164  DYNAMIC HEIGHT  -        359.846 (meters)     1180.59  (feet) COMP
 LG0164  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 LG0164
 LG0164  VERT ORDER      -  SECOND    CLASS 0
 LG0164
 LG0164.The horizontal coordinates were scaled from a map and have
 LG0164.an estimated accuracy of +/- 6 seconds.
 LG0164
 LG0164.The orthometric height was determined by differential leveling and
 LG0164.adjusted by the NATIONAL GEODETIC SURVEY
 LG0164.in June 1991.
 LG0164
 LG0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0164.GEOID18 height accuracy estimate available here.
 LG0164
 LG0164.Click photographs - Photos may exist for this station.
 LG0164
 LG0164.The dynamic height is computed by dividing the NAVD 88
 LG0164.geopotential number by the normal gravity value computed on the
 LG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0164.degrees latitude (g = 980.6199 gals.).
 LG0164
 LG0164.The modeled gravity was interpolated from observed gravity values.
 LG0164
 LG0164;                    North         East    Units  Estimated Accuracy
 LG0164;SPC NE       -   133,900.      832,660.      MT  (+/- 180 meters Scaled)
 LG0164
 LG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL486397(NAD 83)
 LG0164
 LG0164                          SUPERSEDED SURVEY CONTROL
 LG0164
 LG0164  NGVD 29 (??/??/92)  359.900  (m)         1180.77   (f) ADJ UNCH    2 0
 LG0164
 LG0164.Superseded values are not recommended for survey control.
 LG0164
 LG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0164.See file dsdata.pdf to determine how the superseded data were derived.
 LG0164
 LG0164_MARKER: DB = BENCH MARK DISK
 LG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0164_STAMPING: S 296 1949
 LG0164_MARK LOGO: CGS
 LG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0164+STABILITY: SURFACE MOTION
 LG0164
 LG0164  HISTORY     - Date     Condition        Report By
 LG0164  HISTORY     - 1949     MONUMENTED       CGS
 LG0164
 LG0164                          STATION DESCRIPTION
 LG0164
 LG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0164'11 MI SW FROM PLATTSMOUTH.
 LG0164'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0164'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0164'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0164'ROAD, THENCE 2.15 MILES SOUTH ALONG A GRADED GRAVELED ROAD,
 LG0164'0.15 MILE SOUTH OF A ROAD INTERSECTION, 66 YARDS (PACED)
 LG0164'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 LG0164'46 YARDS (PACED) SOUTHEAST OF THE MOST SOUTHEASTERLY ONE OF
 LG0164'TWO LONE WILLOW TREES, 1.1 FEET NORTH OF A FENCE LINE, 1.1
 LG0164'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 LG0164'CONCRETE POST, PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1001 ***********************************************************************
 MK1001  DESIGNATION -  S 298
 MK1001  PID         -  MK1001
 MK1001  STATE/COUNTY-  NE/SAUNDERS
 MK1001  COUNTRY     -  US
 MK1001  USGS QUAD   -  WAHOO EAST (2017)
 MK1001
 MK1001                         *CURRENT SURVEY CONTROL
 MK1001  ______________________________________________________________________
 MK1001* NAD 83(1986) POSITION- 41 12 50.     (N) 096 36 58.     (W)   SCALED
 MK1001* NAVD 88 ORTHO HEIGHT -   370.367 (meters)     1215.11  (feet) ADJUSTED
 MK1001  ______________________________________________________________________
 MK1001  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 MK1001  DYNAMIC HEIGHT  -        370.190 (meters)     1214.53  (feet) COMP
 MK1001  MODELED GRAVITY -    980,137.3   (mgal)                       NAVD 88
 MK1001
 MK1001  VERT ORDER      -  SECOND    CLASS 0
 MK1001
 MK1001.The horizontal coordinates were scaled from a map and have
 MK1001.an estimated accuracy of +/- 6 seconds.
 MK1001
 MK1001.The orthometric height was determined by differential leveling and
 MK1001.adjusted by the NATIONAL GEODETIC SURVEY
 MK1001.in June 1991.
 MK1001
 MK1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1001.GEOID18 height accuracy estimate available here.
 MK1001
 MK1001.Click photographs - Photos may exist for this station.
 MK1001
 MK1001.The dynamic height is computed by dividing the NAVD 88
 MK1001.geopotential number by the normal gravity value computed on the
 MK1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1001.degrees latitude (g = 980.6199 gals.).
 MK1001
 MK1001.The modeled gravity was interpolated from observed gravity values.
 MK1001
 MK1001;                    North         East    Units  Estimated Accuracy
 MK1001;SPC NE       -   158,830.      783,620.      MT  (+/- 180 meters Scaled)
 MK1001
 MK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998652(NAD 83)
 MK1001
 MK1001                          SUPERSEDED SURVEY CONTROL
 MK1001
 MK1001  NGVD 29 (??/??/92)  370.222  (m)         1214.64   (f) ADJ UNCH    2 0
 MK1001
 MK1001.Superseded values are not recommended for survey control.
 MK1001
 MK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1001.See file dsdata.pdf to determine how the superseded data were derived.
 MK1001
 MK1001_MARKER: DB = BENCH MARK DISK
 MK1001_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK1001+WITH SETTING: PAVEMENT
 MK1001_SP_SET: FLAGPOLE BASE
 MK1001_STAMPING: S 298 1950
 MK1001_MARK LOGO: CGS
 MK1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1001+STABILITY: SURFACE MOTION
 MK1001
 MK1001  HISTORY     - Date     Condition        Report By
 MK1001  HISTORY     - 1950     MONUMENTED       CGS
 MK1001
 MK1001                          STATION DESCRIPTION
 MK1001
 MK1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1001'AT WAHOO.
 MK1001'AT WAHOO, AT THE NORTH WARD 13 SCHOOL, 60 FEET NORTH OF THE NORTH
 MK1001'CURB OF EAST 9TH STREET, 42 FEET SOUTHEAST OF THE SOUTHWEST
 MK1001'CORNER OF THE SCHOOL BUILDING, 46 FEET SOUTHWEST OF THE CENTER
 MK1001'OF THE MAIN ENTRANCE TO THE SCHOOL, 1 FOOT ABOVE THE GROUND, SET
 MK1001'IN THE TOP OF THE SOUTHWEST CORNER OF THE BOTTOM STEP OF THE
 MK1001'CONCRETE FLAGPOLE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0748 ***********************************************************************
 MK0748  DESIGNATION -  S 299
 MK0748  PID         -  MK0748
 MK0748  STATE/COUNTY-  NE/SAUNDERS
 MK0748  COUNTRY     -  US
 MK0748  USGS QUAD   -  MEAD (2017)
 MK0748
 MK0748                         *CURRENT SURVEY CONTROL
 MK0748  ______________________________________________________________________
 MK0748* NAD 83(1986) POSITION- 41 13 09.79   (N) 096 24 44.61   (W)   HD_HELD1
 MK0748* NAVD 88 ORTHO HEIGHT -   375.649 (meters)     1232.44  (feet) ADJUSTED
 MK0748  ______________________________________________________________________
 MK0748  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 MK0748  DYNAMIC HEIGHT  -        375.478 (meters)     1231.88  (feet) COMP
 MK0748  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 MK0748
 MK0748  VERT ORDER      -  SECOND    CLASS 0
 MK0748
 MK0748.The horizontal coordinates were determined by differentially corrected
 MK0748.hand held GPS observations or other comparable positioning techniques
 MK0748.and have an estimated accuracy of +/- 3 meters.
 MK0748
 MK0748.The orthometric height was determined by differential leveling and
 MK0748.adjusted by the NATIONAL GEODETIC SURVEY
 MK0748.in June 1991.
 MK0748
 MK0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0748.GEOID18 height accuracy estimate available here.
 MK0748
 MK0748.Click photographs - Photos may exist for this station.
 MK0748
 MK0748.The dynamic height is computed by dividing the NAVD 88
 MK0748.geopotential number by the normal gravity value computed on the
 MK0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0748.degrees latitude (g = 980.6199 gals.).
 MK0748
 MK0748.The modeled gravity was interpolated from observed gravity values.
 MK0748
 MK0748;                    North         East    Units  Estimated Accuracy
 MK0748;SPC NE       -   160,126.1     800,655.8     MT  (+/- 3 meters HH1 GPS) 
 MK0748
 MK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1690866340(NAD 83)
 MK0748
 MK0748                          SUPERSEDED SURVEY CONTROL
 MK0748
 MK0748  NGVD 29 (??/??/92)  375.514  (m)         1232.00   (f) ADJ UNCH    2 0
 MK0748
 MK0748.Superseded values are not recommended for survey control.
 MK0748
 MK0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0748.See file dsdata.pdf to determine how the superseded data were derived.
 MK0748
 MK0748_MARKER: DB = BENCH MARK DISK
 MK0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0748_STAMPING: S 299 1950
 MK0748_MARK LOGO: CGS
 MK0748_PROJECTION: FLUSH
 MK0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0748+STABILITY: SURFACE MOTION
 MK0748
 MK0748  HISTORY     - Date     Condition        Report By
 MK0748  HISTORY     - 1950     MONUMENTED       CGS
 MK0748  HISTORY     - 20100423 GOOD             INDIV
 MK0748
 MK0748                          STATION DESCRIPTION
 MK0748
 MK0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0748'2.3 MI SW FROM YUTAN.
 MK0748'1.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0748'YUTAN, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, AT THE SOUTH
 MK0748'GATE OF A CEMETERY, 31 FEET NORTH OF THE CENTER LINE OF THE
 MK0748'ROAD, 13 FEET WEST OF THE CENTER OF THE CEMETERY GATE, 1.0 FOOT
 MK0748'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0748'FLUSH WITH THE GROUND.
 MK0748
 MK0748                          STATION RECOVERY (2010)
 MK0748
 MK0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK0748'REAL TIME NETWORK GPS OBSERVATION.
 MK0748'41 13'09.785''N     96 24'44.607''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0016 ***********************************************************************
 NP0016  DESIGNATION -  S 3
 NP0016  PID         -  NP0016
 NP0016  STATE/COUNTY-  NE/SHERIDAN
 NP0016  COUNTRY     -  US
 NP0016  USGS QUAD   -  GORDON (2017)
 NP0016
 NP0016                         *CURRENT SURVEY CONTROL
 NP0016  ______________________________________________________________________
 NP0016* NAD 83(1986) POSITION- 42 48 11.     (N) 102 12 08.     (W)   SCALED
 NP0016* NAVD 88 ORTHO HEIGHT -  1083.707 (meters)     3555.46  (feet) POSTED
 NP0016  ______________________________________________________________________
 NP0016  GEOID HEIGHT    -        -18.423 (meters)                     GEOID18
 NP0016  DYNAMIC HEIGHT  -       1083.19  (meters)     3553.8   (feet) COMP
 NP0016  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 NP0016
 NP0016  VERT ORDER      -  * POSTED, SEE BELOW
 NP0016
 NP0016.The horizontal coordinates were scaled from a map and have
 NP0016.an estimated accuracy of +/- 6 seconds.
 NP0016
 NP0016.The orthometric height was determined by differential leveling
 NP0016.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0016
 NP0016.* This is a POSTED BENCH MARK height.
 NP0016
 NP0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0016.GEOID18 height accuracy estimate available here.
 NP0016
 NP0016.Click photographs - Photos may exist for this station.
 NP0016
 NP0016.The dynamic height is computed by dividing the NAVD 88
 NP0016.geopotential number by the normal gravity value computed on the
 NP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0016.degrees latitude (g = 980.6199 gals.).
 NP0016
 NP0016.The modeled gravity was interpolated from observed gravity values.
 NP0016
 NP0016;                    North         East    Units  Estimated Accuracy
 NP0016;SPC NE       -   332,040.      319,890.      MT  (+/- 180 meters Scaled)
 NP0016
 NP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH287427(NAD 83)
 NP0016
 NP0016                          SUPERSEDED SURVEY CONTROL
 NP0016
 NP0016.No superseded survey control is available for this station.
 NP0016
 NP0016_MARKER: Q = CHISELED SQUARE
 NP0016_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0016
 NP0016  HISTORY     - Date     Condition        Report By
 NP0016  HISTORY     - 1901     MONUMENTED       CGS
 NP0016  HISTORY     - 1957     MARK NOT FOUND   CGS
 NP0016  HISTORY     - 19980621 MARK NOT FOUND   LOCENG
 NP0016
 NP0016                          STATION DESCRIPTION
 NP0016
 NP0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0016'AT GORDON.
 NP0016'AT GORDON, SHERIDAN COUNTY, AT THE CHICAGO AND NORTH WESTERN
 NP0016'RAILWAY STATION, NEAR THE SOUTHWEST CORNER OF THE PARK AT THE
 NP0016'EAST END OF THE STATION, 21 FEET FROM THE SOUTHEAST CORNER OF
 NP0016'THE STATION, NEAR THE INTERSECTION OF THE SOUTH AND EAST PLATFORMS,
 NP0016'AND 14 FEET NORTH OF THE NORTH RAIL.  THE BOTTOM OF A SQUARE HOLE
 NP0016'SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NP0016
 NP0016                          STATION RECOVERY (1998)
 NP0016
 NP0016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NP0016'SEARCHED FOR, BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0684 ***********************************************************************
 MK0684  DESIGNATION -  S 300
 MK0684  PID         -  MK0684
 MK0684  STATE/COUNTY-  NE/SARPY
 MK0684  COUNTRY     -  US
 MK0684  USGS QUAD   -  GRETNA (2017)
 MK0684
 MK0684                         *CURRENT SURVEY CONTROL
 MK0684  ______________________________________________________________________
 MK0684* NAD 83(1986) POSITION- 41 09 05.31   (N) 096 14 02.67   (W)   HD_HELD1
 MK0684* NAVD 88 ORTHO HEIGHT -   376.475 (meters)     1235.15  (feet) ADJUSTED
 MK0684  ______________________________________________________________________
 MK0684  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 MK0684  DYNAMIC HEIGHT  -        376.316 (meters)     1234.63  (feet) COMP
 MK0684  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 MK0684
 MK0684  VERT ORDER      -  SECOND    CLASS 0
 MK0684
 MK0684.The horizontal coordinates were determined by differentially corrected
 MK0684.hand held GPS observations or other comparable positioning techniques
 MK0684.and have an estimated accuracy of +/- 3 meters.
 MK0684
 MK0684.The orthometric height was determined by differential leveling and
 MK0684.adjusted by the NATIONAL GEODETIC SURVEY
 MK0684.in June 1991.
 MK0684
 MK0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0684.GEOID18 height accuracy estimate available here.
 MK0684
 MK0684.Click photographs - Photos may exist for this station.
 MK0684
 MK0684.The dynamic height is computed by dividing the NAVD 88
 MK0684.geopotential number by the normal gravity value computed on the
 MK0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0684.degrees latitude (g = 980.6199 gals.).
 MK0684
 MK0684.The modeled gravity was interpolated from observed gravity values.
 MK0684
 MK0684;                    North         East    Units  Estimated Accuracy
 MK0684;SPC NE       -   153,229.2     815,918.5     MT  (+/- 3 meters HH1 GPS) 
 MK0684
 MK0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3209759260(NAD 83)
 MK0684
 MK0684                          SUPERSEDED SURVEY CONTROL
 MK0684
 MK0684  NGVD 29 (??/??/92)  376.363  (m)         1234.78   (f) ADJ UNCH    2 0
 MK0684
 MK0684.Superseded values are not recommended for survey control.
 MK0684
 MK0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0684.See file dsdata.pdf to determine how the superseded data were derived.
 MK0684
 MK0684_MARKER: DB = BENCH MARK DISK
 MK0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0684_STAMPING: S 300 1950
 MK0684_MARK LOGO: CGS
 MK0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0684+STABILITY: SURFACE MOTION
 MK0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0684+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2016
 MK0684
 MK0684  HISTORY     - Date     Condition        Report By
 MK0684  HISTORY     - 1950     MONUMENTED       CGS
 MK0684  HISTORY     - 19930325 GOOD             LOCENG
 MK0684  HISTORY     - 20100505 GOOD             NEDR
 MK0684  HISTORY     - 20161003 GOOD             NEGS
 MK0684
 MK0684                          STATION DESCRIPTION
 MK0684
 MK0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0684'1 MI NE FROM GRETNA.
 MK0684'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0684'RAILROAD FROM THE STATION AT GRETNA, 180 FEET SOUTH OF THE SOUTHWEST
 MK0684'CORNER OF A FARMHOUSE, 34 FEET EAST OF THE CENTER LINE OF A NORTH
 MK0684'AND SOUTH ROAD, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, 71 FEET
 MK0684'NORTHEAST OF THE CENTER OF A GATE, 1.0 FOOT NORTHWEST OF THE
 MK0684'RIGHT OF WAY FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET IN
 MK0684'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 MK0684'GROUND.
 MK0684
 MK0684                          STATION RECOVERY (1993)
 MK0684
 MK0684'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (TT)
 MK0684'RECOVERED AS DESCRIBED.
 MK0684
 MK0684                          STATION RECOVERY (2010)
 MK0684
 MK0684'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (GAT)
 MK0684'TO REACH, FROM THE INTERSECTION OF HWY 31/6 AND HWY 370 IN GRETNA, GO
 MK0684'NORTH ON HWY 31/6 FOR APPROX 0.50 MILES TO INTERSECTION OF LINCOLN
 MK0684'ROAD. TRUN RIGHT (EAST) ON LINCOLN ROAD FOR 0.10 MILES TO 204TH ST.
 MK0684'TURN RIGHT (SOUTH) ON 204TH ST. FOR 0.20 MILES TO MARK ON EAST SIDE OF
 MK0684'ROAD AND NORTH OF RAILROAD.
 MK0684'EAST 46 FEET FROM CENTERLINE OF COUNTY ROAD TO MARK. NORTHWEST 48.13
 MK0684'FROM NORTH EDGE OF NORTH RAIL OF RAILROAD TRACK TO MARK. NORTHEAST
 MK0684'52.52' FROM CENTERLINE OF WHITE VENT PIPE TO MARK. SOUTH SOUTHWEST
 MK0684'94' FROM THE SOUTHEAST CORNER OF METAL QUONSET TO MARK.
 MK0684
 MK0684                          STATION RECOVERY (2016)
 MK0684
 MK0684'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (BB)
 MK0684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0670 ***********************************************************************
 MK0670  DESIGNATION -  S 302
 MK0670  PID         -  MK0670
 MK0670  STATE/COUNTY-  NE/SARPY
 MK0670  COUNTRY     -  US
 MK0670  USGS QUAD   -  RALSTON (2017)
 MK0670
 MK0670                         *CURRENT SURVEY CONTROL
 MK0670  ______________________________________________________________________
 MK0670* NAD 83(1986) POSITION- 41 11 16.     (N) 096 03 44.     (W)   SCALED
 MK0670* NAVD 88 ORTHO HEIGHT -   348.096 (meters)     1142.05  (feet) ADJUSTED
 MK0670  ______________________________________________________________________
 MK0670  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 MK0670  DYNAMIC HEIGHT  -        347.951 (meters)     1141.57  (feet) COMP
 MK0670  MODELED GRAVITY -    980,198.4   (mgal)                       NAVD 88
 MK0670
 MK0670  VERT ORDER      -  SECOND    CLASS 0
 MK0670
 MK0670.The horizontal coordinates were scaled from a map and have
 MK0670.an estimated accuracy of +/- 6 seconds.
 MK0670
 MK0670.The orthometric height was determined by differential leveling and
 MK0670.adjusted by the NATIONAL GEODETIC SURVEY
 MK0670.in June 1991.
 MK0670
 MK0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0670.GEOID18 height accuracy estimate available here.
 MK0670
 MK0670.Click photographs - Photos may exist for this station.
 MK0670
 MK0670.The dynamic height is computed by dividing the NAVD 88
 MK0670.geopotential number by the normal gravity value computed on the
 MK0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0670.degrees latitude (g = 980.6199 gals.).
 MK0670
 MK0670.The modeled gravity was interpolated from observed gravity values.
 MK0670
 MK0670;                    North         East    Units  Estimated Accuracy
 MK0670;SPC NE       -   157,900.      830,140.      MT  (+/- 180 meters Scaled)
 MK0670
 MK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL463637(NAD 83)
 MK0670
 MK0670                          SUPERSEDED SURVEY CONTROL
 MK0670
 MK0670  NGVD 29 (??/??/92)  347.978  (m)         1141.66   (f) ADJ UNCH    2 0
 MK0670
 MK0670.Superseded values are not recommended for survey control.
 MK0670
 MK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0670.See file dsdata.pdf to determine how the superseded data were derived.
 MK0670
 MK0670_MARKER: DB = BENCH MARK DISK
 MK0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0670_STAMPING: S 302 1950
 MK0670_MARK LOGO: CGS
 MK0670_PROJECTION: FLUSH
 MK0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0670+STABILITY: SURFACE MOTION
 MK0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0670+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2011
 MK0670
 MK0670  HISTORY     - Date     Condition        Report By
 MK0670  HISTORY     - 1950     MONUMENTED       CGS
 MK0670  HISTORY     - 20110315 GOOD             NEGS
 MK0670
 MK0670                          STATION DESCRIPTION
 MK0670
 MK0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0670'1.9 MI SW FROM RALSTON.
 MK0670'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0670'RAILROAD FROM THE STATION AT RALSTON, AT A ROAD CROSSING, ON THE
 MK0670'NORTHEAST SLOPE OF A SMALL HILL, 179 FEET SOUTHWEST OF THE CENTER
 MK0670'LINE OF A ROAD, 71 FEET SOUTHEAST OF THE SOUTH RAIL OF THE NORTH
 MK0670'TRACK, 14 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF THE
 MK0670'RIGHT OF WAY FENCE, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN
 MK0670'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0670'GROUND.
 MK0670
 MK0670                          STATION RECOVERY (2011)
 MK0670
 MK0670'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK0670'FROM THE INTERSECTION OF STATE HIGHWAY 370 AND 96TH STREET
 MK0670'SOUTH OF LAVISTA, NEBRASKA., PROCEED NORTH ON 96TH STREET 2.98 MILES
 MK0670'TO THE MARK 155.0 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 MK0670'NEAR A BIKE/WALK PATH ON TOP OF A SMALL HILL, 1.7 FEET NORTHEAST OF A
 MK0670'FIBERGLASS WITNESS POST, 18.5 FEET NORTH OF THE NORTH EDGE OF A
 MK0670'CONCRETE BIKE/WALK PATH, 35.0 FEET NORTH OF A CORNER CHAIN LINK FENCE
 MK0670'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK0670'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0566 ***********************************************************************
 MK0566  DESIGNATION -  S 303
 MK0566  PID         -  MK0566
 MK0566  STATE/COUNTY-  NE/DOUGLAS
 MK0566  COUNTRY     -  US
 MK0566  USGS QUAD   -  ELKHORN (2017)
 MK0566
 MK0566                         *CURRENT SURVEY CONTROL
 MK0566  ______________________________________________________________________
 MK0566* NAD 83(1986) POSITION- 41 16 57.00   (N) 096 14 21.96   (W)   HD_HELD1
 MK0566* NAVD 88 ORTHO HEIGHT -   354.836 (meters)     1164.16  (feet) ADJUSTED
 MK0566  ______________________________________________________________________
 MK0566  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 MK0566  DYNAMIC HEIGHT  -        354.675 (meters)     1163.63  (feet) COMP
 MK0566  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 MK0566
 MK0566  VERT ORDER      -  SECOND    CLASS 0
 MK0566
 MK0566.The horizontal coordinates were determined by differentially corrected
 MK0566.hand held GPS observations or other comparable positioning techniques
 MK0566.and have an estimated accuracy of +/- 3 meters.
 MK0566
 MK0566.The orthometric height was determined by differential leveling and
 MK0566.adjusted by the NATIONAL GEODETIC SURVEY
 MK0566.in June 1991.
 MK0566
 MK0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0566.GEOID18 height accuracy estimate available here.
 MK0566
 MK0566.Click photographs - Photos may exist for this station.
 MK0566
 MK0566.The dynamic height is computed by dividing the NAVD 88
 MK0566.geopotential number by the normal gravity value computed on the
 MK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0566.degrees latitude (g = 980.6199 gals.).
 MK0566
 MK0566.The modeled gravity was interpolated from observed gravity values.
 MK0566
 MK0566;                    North         East    Units  Estimated Accuracy
 MK0566;SPC NE       -   167,742.5     814,836.7     MT  (+/- 3 meters HH1 GPS) 
 MK0566
 MK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3118573794(NAD 83)
 MK0566
 MK0566                          SUPERSEDED SURVEY CONTROL
 MK0566
 MK0566  NGVD 29 (??/??/92)  354.704  (m)         1163.72   (f) ADJ UNCH    2 0
 MK0566
 MK0566.Superseded values are not recommended for survey control.
 MK0566
 MK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0566.See file dsdata.pdf to determine how the superseded data were derived.
 MK0566
 MK0566_MARKER: DB = BENCH MARK DISK
 MK0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0566_SP_SET: BRIDGE
 MK0566_STAMPING: S 303 1950
 MK0566_MARK LOGO: CGS
 MK0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0566+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 MK0566
 MK0566  HISTORY     - Date     Condition        Report By
 MK0566  HISTORY     - 1950     MONUMENTED       CGS
 MK0566  HISTORY     - 1976     GOOD             LOCSUR
 MK0566  HISTORY     - 20110118 GOOD             INDIV
 MK0566
 MK0566                          STATION DESCRIPTION
 MK0566
 MK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0566'AT ELKHORN.
 MK0566'AT ELKHORN, 0.1 MILE WEST OF THE UNION PACIFIC RAILROAD STATION,
 MK0566'9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS OF THE
 MK0566'UNION PACIFIC RAILROAD, 4 FEET BELOW THE TOP OF THE RAILS, SET
 MK0566'IN THE TOP OF THE SOUTH END OF THE EAST BRIDGE SEAT OF BRIDGE
 MK0566'21.90.
 MK0566
 MK0566                          STATION RECOVERY (1976)
 MK0566
 MK0566'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0566'RECOVERED IN GOOD CONDITION.
 MK0566
 MK0566                          STATION RECOVERY (2011)
 MK0566
 MK0566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1000 ***********************************************************************
 MK1000  DESIGNATION -  S 304
 MK1000  PID         -  MK1000
 MK1000  STATE/COUNTY-  NE/SAUNDERS
 MK1000  COUNTRY     -  US
 MK1000  USGS QUAD   -  FREMONT WEST (2017)
 MK1000
 MK1000                         *CURRENT SURVEY CONTROL
 MK1000  ______________________________________________________________________
 MK1000* NAD 83(1986) POSITION- 41 23 40.11   (N) 096 30 07.95   (W)   HD_HELD1
 MK1000* NAVD 88 ORTHO HEIGHT -   379.740 (meters)     1245.86  (feet) ADJUSTED
 MK1000  ______________________________________________________________________
 MK1000  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 MK1000  DYNAMIC HEIGHT  -        379.565 (meters)     1245.29  (feet) COMP
 MK1000  MODELED GRAVITY -    980,153.0   (mgal)                       NAVD 88
 MK1000
 MK1000  VERT ORDER      -  SECOND    CLASS 0
 MK1000
 MK1000.The horizontal coordinates were determined by differentially corrected
 MK1000.hand held GPS observations or other comparable positioning techniques
 MK1000.and have an estimated accuracy of +/- 3 meters.
 MK1000
 MK1000.The orthometric height was determined by differential leveling and
 MK1000.adjusted by the NATIONAL GEODETIC SURVEY
 MK1000.in June 1991.
 MK1000
 MK1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1000.GEOID18 height accuracy estimate available here.
 MK1000
 MK1000.Click photographs - Photos may exist for this station.
 MK1000
 MK1000.The dynamic height is computed by dividing the NAVD 88
 MK1000.geopotential number by the normal gravity value computed on the
 MK1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1000.degrees latitude (g = 980.6199 gals.).
 MK1000
 MK1000.The modeled gravity was interpolated from observed gravity values.
 MK1000
 MK1000;                    North         East    Units  Estimated Accuracy
 MK1000;SPC NE       -   179,240.6     792,346.7     MT  (+/- 3 meters HH1 GPS) 
 MK1000
 MK1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0881985559(NAD 83)
 MK1000
 MK1000                          SUPERSEDED SURVEY CONTROL
 MK1000
 MK1000  NGVD 29 (??/??/92)  379.590  (m)         1245.37   (f) ADJ UNCH    2 0
 MK1000
 MK1000.Superseded values are not recommended for survey control.
 MK1000
 MK1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1000.See file dsdata.pdf to determine how the superseded data were derived.
 MK1000
 MK1000_MARKER: DB = BENCH MARK DISK
 MK1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1000_STAMPING: S 304 1950
 MK1000_MARK LOGO: CGS
 MK1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1000+STABILITY: SURFACE MOTION
 MK1000
 MK1000  HISTORY     - Date     Condition        Report By
 MK1000  HISTORY     - 1950     MONUMENTED       CGS
 MK1000  HISTORY     - 20141206 GOOD             GEOCAC
 MK1000
 MK1000                          STATION DESCRIPTION
 MK1000
 MK1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1000'2.9 MI S FROM FREMONT.
 MK1000'2.9 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1000'FREMONT, AT A JUNCTION WITH STATE HIGHWAY 109, 99 FEET EAST OF
 MK1000'THE CENTER LINE OF U.S. HIGHWAY 77, 148 YARDS NORTH OF THE
 MK1000'EXTENDED CENTER LINE OF STATE HIGHWAY 109, 4.8 FEET SOUTH OF A
 MK1000'POWER POLE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1000'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1000
 MK1000                          STATION RECOVERY (2014)
 MK1000
 MK1000'RECOVERY NOTE BY GEOCACHING 2014 (JMJ)
 MK1000'THE STATION IS ABOUT 200 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 MK1000'
 MK1000'77 AND ABOUT 100 FEET EAST OF THE CENTERLINE OF A NARROW DRIVEWAY
 MK1000'RUNNING PARALLEL TO HIGHWAY 77.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0390 ***********************************************************************
 ML0390  DESIGNATION -  S 306
 ML0390  PID         -  ML0390
 ML0390  STATE/COUNTY-  NE/SHERMAN
 ML0390  COUNTRY     -  US
 ML0390  USGS QUAD   -  RAVENNA (2017)
 ML0390
 ML0390                         *CURRENT SURVEY CONTROL
 ML0390  ______________________________________________________________________
 ML0390* NAD 83(1986) POSITION- 41 03 41.     (N) 098 54 03.     (W)   SCALED
 ML0390* NAVD 88 ORTHO HEIGHT -   634.437 (meters)     2081.48  (feet) ADJUSTED
 ML0390  ______________________________________________________________________
 ML0390  GEOID HEIGHT    -        -24.192 (meters)                     GEOID18
 ML0390  DYNAMIC HEIGHT  -        634.101 (meters)     2080.38  (feet) COMP
 ML0390  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 ML0390
 ML0390  VERT ORDER      -  SECOND    CLASS 0
 ML0390
 ML0390.The horizontal coordinates were scaled from a map and have
 ML0390.an estimated accuracy of +/- 6 seconds.
 ML0390
 ML0390.The orthometric height was determined by differential leveling and
 ML0390.adjusted by the NATIONAL GEODETIC SURVEY
 ML0390.in June 1991.
 ML0390
 ML0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0390.GEOID18 height accuracy estimate available here.
 ML0390
 ML0390.Click photographs - Photos may exist for this station.
 ML0390
 ML0390.The dynamic height is computed by dividing the NAVD 88
 ML0390.geopotential number by the normal gravity value computed on the
 ML0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0390.degrees latitude (g = 980.6199 gals.).
 ML0390
 ML0390.The modeled gravity was interpolated from observed gravity values.
 ML0390
 ML0390;                    North         East    Units  Estimated Accuracy
 ML0390;SPC NE       -   136,930.      592,360.      MT  (+/- 180 meters Scaled)
 ML0390
 ML0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083455(NAD 83)
 ML0390
 ML0390                          SUPERSEDED SURVEY CONTROL
 ML0390
 ML0390  NGVD 29 (??/??/92)  634.192  (m)         2080.68   (f) ADJ UNCH    2 0
 ML0390
 ML0390.Superseded values are not recommended for survey control.
 ML0390
 ML0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0390.See file dsdata.pdf to determine how the superseded data were derived.
 ML0390
 ML0390_MARKER: DB = BENCH MARK DISK
 ML0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0390_STAMPING: S 306 1950
 ML0390_MARK LOGO: CGS
 ML0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0390+STABILITY: SURFACE MOTION
 ML0390
 ML0390  HISTORY     - Date     Condition        Report By
 ML0390  HISTORY     - 1950     MONUMENTED       CGS
 ML0390  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0390
 ML0390                          STATION DESCRIPTION
 ML0390
 ML0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0390'3 MI N FROM RAVENNA.
 ML0390'3.0 MILES NORTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 ML0390'RAVENNA, AT A ROAD INTERSECTION, 73 FEET WEST OF THE CENTER LINE
 ML0390'OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 ML0390'WEST ROAD, 7 FEET NORTHWEST OF THE MOST SOUTHERLY ONE OF TWO
 ML0390'POWER POLES, 5 FEET SOUTHWEST OF THE MOST NORTHERLY POWER POLE,
 ML0390'1 FOOT NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET
 ML0390'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0390'THE GROUND.
 ML0390
 ML0390                          STATION RECOVERY (1995)
 ML0390
 ML0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0390'SEARCHED FOR BUT COULD NOT LOCATE, TIES FALL IN DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1611 ***********************************************************************
 MK1611  DESIGNATION -  S 307
 MK1611  PID         -  MK1611
 MK1611  STATE/COUNTY-  NE/NANCE
 MK1611  COUNTRY     -  US
 MK1611  USGS QUAD   -  FULLERTON (2017)
 MK1611
 MK1611                         *CURRENT SURVEY CONTROL
 MK1611  ______________________________________________________________________
 MK1611* NAD 83(1986) POSITION- 41 21 55.     (N) 097 55 37.     (W)   SCALED
 MK1611* NAVD 88 ORTHO HEIGHT -   491.478 (meters)     1612.46  (feet) ADJUSTED
 MK1611  ______________________________________________________________________
 MK1611  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 MK1611  DYNAMIC HEIGHT  -        491.251 (meters)     1611.71  (feet) COMP
 MK1611  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 MK1611
 MK1611  VERT ORDER      -  SECOND    CLASS 0
 MK1611
 MK1611.The horizontal coordinates were scaled from a map and have
 MK1611.an estimated accuracy of +/- 6 seconds.
 MK1611
 MK1611.The orthometric height was determined by differential leveling and
 MK1611.adjusted by the NATIONAL GEODETIC SURVEY
 MK1611.in June 1991.
 MK1611
 MK1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1611.GEOID18 height accuracy estimate available here.
 MK1611
 MK1611.Click photographs - Photos may exist for this station.
 MK1611
 MK1611.The dynamic height is computed by dividing the NAVD 88
 MK1611.geopotential number by the normal gravity value computed on the
 MK1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1611.degrees latitude (g = 980.6199 gals.).
 MK1611
 MK1611.The modeled gravity was interpolated from observed gravity values.
 MK1611
 MK1611;                    North         East    Units  Estimated Accuracy
 MK1611;SPC NE       -   172,160.      673,380.      MT  (+/- 180 meters Scaled)
 MK1611
 MK1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL897798(NAD 83)
 MK1611
 MK1611                          SUPERSEDED SURVEY CONTROL
 MK1611
 MK1611  NGVD 29 (??/??/92)  491.261  (m)         1611.75   (f) ADJ UNCH    2 0
 MK1611
 MK1611.Superseded values are not recommended for survey control.
 MK1611
 MK1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1611.See file dsdata.pdf to determine how the superseded data were derived.
 MK1611
 MK1611_MARKER: DB = BENCH MARK DISK
 MK1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1611_STAMPING: S 307 1950
 MK1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1611+STABILITY: SURFACE MOTION
 MK1611
 MK1611  HISTORY     - Date     Condition        Report By
 MK1611  HISTORY     - 1950     MONUMENTED       CGS
 MK1611
 MK1611                          STATION DESCRIPTION
 MK1611
 MK1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1611'5.4 MI E FROM FULLERTON.
 MK1611'1.7 MILES SOUTH ALONG STATE 14 FROM THE POST OFFICE AT FULLERTON
 MK1611'THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 MK1611'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A SAND
 MK1611'ROAD, AT THE FLIGHT AIRPORT, 4 FEET WEST OF THE SOUTHWEST CORNER
 MK1611'OF AN OLD FARMHOUSE, 1.5 FEET SOUTHWEST OF A WITNESS POST, IN
 MK1611'A GROVE OF TREES, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1611'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1589 ***********************************************************************
 MK1589  DESIGNATION -  S 308
 MK1589  PID         -  MK1589
 MK1589  STATE/COUNTY-  NE/NANCE
 MK1589  COUNTRY     -  US
 MK1589  USGS QUAD   -  GENOA (2017)
 MK1589
 MK1589                         *CURRENT SURVEY CONTROL
 MK1589  ______________________________________________________________________
 MK1589* NAD 83(1986) POSITION- 41 26 55.     (N) 097 43 30.     (W)   SCALED
 MK1589* NAVD 88 ORTHO HEIGHT -   483.463 (meters)     1586.16  (feet) ADJUSTED
 MK1589  ______________________________________________________________________
 MK1589  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 MK1589  DYNAMIC HEIGHT  -        483.239 (meters)     1585.43  (feet) COMP
 MK1589  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 MK1589
 MK1589  VERT ORDER      -  SECOND    CLASS 0
 MK1589
 MK1589.The horizontal coordinates were scaled from a map and have
 MK1589.an estimated accuracy of +/- 6 seconds.
 MK1589
 MK1589.The orthometric height was determined by differential leveling and
 MK1589.adjusted by the NATIONAL GEODETIC SURVEY
 MK1589.in June 1991.
 MK1589
 MK1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1589.GEOID18 height accuracy estimate available here.
 MK1589
 MK1589.Click photographs - Photos may exist for this station.
 MK1589
 MK1589.The dynamic height is computed by dividing the NAVD 88
 MK1589.geopotential number by the normal gravity value computed on the
 MK1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1589.degrees latitude (g = 980.6199 gals.).
 MK1589
 MK1589.The modeled gravity was interpolated from observed gravity values.
 MK1589
 MK1589;                    North         East    Units  Estimated Accuracy
 MK1589;SPC NE       -   181,840.      690,020.      MT  (+/- 180 meters Scaled)
 MK1589
 MK1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL065893(NAD 83)
 MK1589
 MK1589                          SUPERSEDED SURVEY CONTROL
 MK1589
 MK1589  NGVD 29 (??/??/92)  483.256  (m)         1585.48   (f) ADJ UNCH    2 0
 MK1589
 MK1589.Superseded values are not recommended for survey control.
 MK1589
 MK1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1589.See file dsdata.pdf to determine how the superseded data were derived.
 MK1589
 MK1589_MARKER: DB = BENCH MARK DISK
 MK1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1589_STAMPING: S 308 1950
 MK1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1589+STABILITY: SURFACE MOTION
 MK1589
 MK1589  HISTORY     - Date     Condition        Report By
 MK1589  HISTORY     - 1950     MONUMENTED       CGS
 MK1589  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1589
 MK1589                          STATION DESCRIPTION
 MK1589
 MK1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1589'AT GENOA.
 MK1589'AT GENOA, 0.3 MILE EAST OF THE POST OFFICE, AT THE WEST OR
 MK1589'MAIN ENTRANCE TO THE GENOA STATE FARM, 177 FEET EAST OF THE
 MK1589'CENTER LINE OF STATE HIGHWAYS 22 AND 56, 44 FEET NORTH OF THE
 MK1589'CENTER OF A GATE, 16 FEET SOUTH OF THE CENTER OF A SIDEWALK
 MK1589'GATE, 1.8 FEET NORTH OF THE NORTH CURB OF THE STREET, SET IN
 MK1589'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1589
 MK1589                          STATION RECOVERY (1957)
 MK1589
 MK1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1589'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1422 ***********************************************************************
 MK1422  DESIGNATION -  S 309
 MK1422  PID         -  MK1422
 MK1422  STATE/COUNTY-  NE/MERRICK
 MK1422  COUNTRY     -  US
 MK1422  USGS QUAD   -  SILVER CREEK (2017)
 MK1422
 MK1422                         *CURRENT SURVEY CONTROL
 MK1422  ______________________________________________________________________
 MK1422* NAD 83(1986) POSITION- 41 22 13.     (N) 097 41 38.     (W)   SCALED
 MK1422* NAVD 88 ORTHO HEIGHT -   479.842 (meters)     1574.28  (feet) ADJUSTED
 MK1422  ______________________________________________________________________
 MK1422  GEOID HEIGHT    -        -25.230 (meters)                     GEOID18
 MK1422  DYNAMIC HEIGHT  -        479.620 (meters)     1573.55  (feet) COMP
 MK1422  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 MK1422
 MK1422  VERT ORDER      -  SECOND    CLASS 0
 MK1422
 MK1422.The horizontal coordinates were scaled from a map and have
 MK1422.an estimated accuracy of +/- 6 seconds.
 MK1422
 MK1422.The orthometric height was determined by differential leveling and
 MK1422.adjusted by the NATIONAL GEODETIC SURVEY
 MK1422.in June 1991.
 MK1422
 MK1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1422.GEOID18 height accuracy estimate available here.
 MK1422
 MK1422.Click photographs - Photos may exist for this station.
 MK1422
 MK1422.The dynamic height is computed by dividing the NAVD 88
 MK1422.geopotential number by the normal gravity value computed on the
 MK1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1422.degrees latitude (g = 980.6199 gals.).
 MK1422
 MK1422.The modeled gravity was interpolated from observed gravity values.
 MK1422
 MK1422;                    North         East    Units  Estimated Accuracy
 MK1422;SPC NE       -   173,210.      692,850.      MT  (+/- 180 meters Scaled)
 MK1422
 MK1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092806(NAD 83)
 MK1422
 MK1422                          SUPERSEDED SURVEY CONTROL
 MK1422
 MK1422  NGVD 29 (??/??/92)  479.638  (m)         1573.61   (f) ADJ UNCH    2 0
 MK1422
 MK1422.Superseded values are not recommended for survey control.
 MK1422
 MK1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1422.See file dsdata.pdf to determine how the superseded data were derived.
 MK1422
 MK1422_MARKER: DB = BENCH MARK DISK
 MK1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1422_STAMPING: S 309 1950
 MK1422_MARK LOGO: CGS
 MK1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1422+STABILITY: SURFACE MOTION
 MK1422
 MK1422  HISTORY     - Date     Condition        Report By
 MK1422  HISTORY     - 1950     MONUMENTED       CGS
 MK1422
 MK1422                          STATION DESCRIPTION
 MK1422
 MK1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1422'5.5 MI NW FROM SILVER CREEK.
 MK1422'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1422'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD,
 MK1422'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 3.3 MILES
 MK1422'NORTH ALONG STATE HIGHWAY 39, 0.3 MILE NORTH OF A ROAD INTERSECTION,
 MK1422'252 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, ALONG
 MK1422'THE WEST SIDE OF A NORTH AND SOUTH WINDBREAK, 63 FEET SOUTHEAST OF
 MK1422'TELEPHONE POLE 4, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1422'2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 MK1422'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK1422'GROUND.  THIS MARK IS 0.9 MILE SOUTH OF BENCH MARK M 309.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1423 ***********************************************************************
 MK1423  DESIGNATION -  S 309 RESET
 MK1423  PID         -  MK1423
 MK1423  STATE/COUNTY-  NE/MERRICK
 MK1423  COUNTRY     -  US
 MK1423  USGS QUAD   -  SILVER CREEK (2017)
 MK1423
 MK1423                         *CURRENT SURVEY CONTROL
 MK1423  ______________________________________________________________________
 MK1423* NAD 83(1986) POSITION- 41 22 14.     (N) 097 41 38.     (W)   SCALED
 MK1423* NAVD 88 ORTHO HEIGHT -   479.51  (meters)     1573.2   (feet) RESET
 MK1423  ______________________________________________________________________
 MK1423  GEOID HEIGHT    -        -25.229 (meters)                     GEOID18
 MK1423  VERT ORDER      -  THIRD
 MK1423
 MK1423.The horizontal coordinates were scaled from a map and have
 MK1423.an estimated accuracy of +/- 6 seconds.
 MK1423
 MK1423.The orthometric height was computed from unverified reset data.
 MK1423
 MK1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1423.GEOID18 height accuracy estimate available here.
 MK1423
 MK1423.Click photographs - Photos may exist for this station.
 MK1423
 MK1423;                    North         East    Units  Estimated Accuracy
 MK1423;SPC NE       -   173,240.      692,850.      MT  (+/- 180 meters Scaled)
 MK1423
 MK1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092807(NAD 83)
 MK1423
 MK1423                          SUPERSEDED SURVEY CONTROL
 MK1423
 MK1423  NGVD 29 (??/??/??)  479.31   (m)         1572.5    (f) RESET       3  
 MK1423
 MK1423.Superseded values are not recommended for survey control.
 MK1423
 MK1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1423.See file dsdata.pdf to determine how the superseded data were derived.
 MK1423
 MK1423_MARKER: DB = BENCH MARK DISK
 MK1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1423_STAMPING: S 309 1950 RESET 1960
 MK1423_MARK LOGO: CGS
 MK1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1423+STABILITY: SURFACE MOTION
 MK1423
 MK1423  HISTORY     - Date     Condition        Report By
 MK1423  HISTORY     - 1960     MONUMENTED       CGS
 MK1423
 MK1423                          STATION DESCRIPTION
 MK1423
 MK1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1423'0.1 MI NW FROM SILVER CREEK.
 MK1423'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1423'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MK1423'0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 3.3 MILES NORTH ALONG
 MK1423'STATE HIGHWAY 39, 0.3 MILE NORTH OF A ROAD INTERSECTION, 100
 MK1423'YARDS NORTH OF AN EAST-WEST ROW OF CEDAR TREES, 109 FEET EAST
 MK1423'OF THE CENTER OF STATE HIGHWAY 39, 89 FEET NORTH OF A POWERPOLE,
 MK1423'ONE FOOT WEST OF A FENCE, ONE FOOT SOUTH OF A STEEL WITNESS POST
 MK1423'AND PROJECTS 4 INCHES.  NOTE-- THIS MARK IS 0.9 MILE SOUTH OF
 MK1423'M-309.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0252 ***********************************************************************
 MM0252  DESIGNATION -  S 31
 MM0252  PID         -  MM0252
 MM0252  STATE/COUNTY-  NE/ARTHUR
 MM0252  COUNTRY     -  US
 MM0252  USGS QUAD   -  ARTHUR (2017)
 MM0252
 MM0252                         *CURRENT SURVEY CONTROL
 MM0252  ______________________________________________________________________
 MM0252* NAD 83(1986) POSITION- 41 34 11.25   (N) 101 41 28.70   (W)   HD_HELD1
 MM0252* NAVD 88 ORTHO HEIGHT -  1112.106 (meters)     3648.63  (feet) ADJUSTED
 MM0252  ______________________________________________________________________
 MM0252  GEOID HEIGHT    -        -20.334 (meters)                     GEOID18
 MM0252  DYNAMIC HEIGHT  -       1111.426 (meters)     3646.40  (feet) COMP
 MM0252  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 MM0252
 MM0252  VERT ORDER      -  SECOND    CLASS 0
 MM0252
 MM0252.The horizontal coordinates were determined by differentially corrected
 MM0252.hand held GPS observations or other comparable positioning techniques
 MM0252.and have an estimated accuracy of +/- 3 meters.
 MM0252
 MM0252.The orthometric height was determined by differential leveling and
 MM0252.adjusted by the NATIONAL GEODETIC SURVEY
 MM0252.in June 1991.
 MM0252
 MM0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0252.GEOID18 height accuracy estimate available here.
 MM0252
 MM0252.Click photographs - Photos may exist for this station.
 MM0252
 MM0252.The dynamic height is computed by dividing the NAVD 88
 MM0252.geopotential number by the normal gravity value computed on the
 MM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0252.degrees latitude (g = 980.6199 gals.).
 MM0252
 MM0252.The modeled gravity was interpolated from observed gravity values.
 MM0252
 MM0252;                    North         East    Units  Estimated Accuracy
 MM0252;SPC NE       -   194,170.0     358,991.3     MT  (+/- 3 meters HH1 GPS) 
 MM0252
 MM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7560705510(NAD 83)
 MM0252
 MM0252                          SUPERSEDED SURVEY CONTROL
 MM0252
 MM0252  NGVD 29 (??/??/92) 1111.624  (m)         3647.05   (f) ADJ UNCH    2 0
 MM0252
 MM0252.Superseded values are not recommended for survey control.
 MM0252
 MM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0252.See file dsdata.pdf to determine how the superseded data were derived.
 MM0252
 MM0252_MARKER: DB = BENCH MARK DISK
 MM0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0252_STAMPING: S 31 1934
 MM0252_MARK LOGO: CGS
 MM0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0252+STABILITY: SURFACE MOTION
 MM0252
 MM0252  HISTORY     - Date     Condition        Report By
 MM0252  HISTORY     - 1934     MONUMENTED       CGS
 MM0252  HISTORY     - 1941     GOOD             CGS
 MM0252  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0252  HISTORY     - 1985     GOOD             NEDR
 MM0252
 MM0252                          STATION DESCRIPTION
 MM0252
 MM0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0252'AT ARTHUR.
 MM0252'AT ARTHUR, ARTHUR COUNTY, ON STATE HIGHWAY 61, IN THE SOUTHWEST
 MM0252'CORNER OF THE COURTHOUSE YARD, 134 FEET SOUTHWEST OF THE SOUTHWEST
 MM0252'CORNER OF THE COURTHOUSE, 50 FEET NORTH OF A CITY ROAD LEADING
 MM0252'SOUTH FROM THE COURTHOUSE, 60 FEET EAST OF THE CENTERLINE OF
 MM0252'THE HIGHWAY, 30 FEET EAST OF THE NORTH-AND-SOUTH FENCE, AND
 MM0252'27 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK,
 MM0252'STAMPED S 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0252
 MM0252                          STATION RECOVERY (1984)
 MM0252
 MM0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0252'MARK NOT FOUND.
 MM0252
 MM0252                          STATION RECOVERY (1985)
 MM0252
 MM0252'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MM0252'AT ARTHUR, ARTHUR COUNTY, ON STATE HIGHWAY 61, 58' SOUTH AND 34' WEST
 MM0252'FROM SOUTHWEST CORNER OF COURT HOUSE. 61' NORTH OF MARSHALL STREET.
 MM0252'64' EAST OF HIGHWAY 61 IN LINE WITH A ROW OF CEDAR TREES RUNNING
 MM0252'EAST, 6' EAST OF CORNER CEDAR TREE. A STANDARD DISK, STAMPED 'S 31
 MM0252'1934' AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0535 ***********************************************************************
 ML0535  DESIGNATION -  S 310
 ML0535  PID         -  ML0535
 ML0535  STATE/COUNTY-  NE/GREELEY
 ML0535  COUNTRY     -  US
 ML0535  USGS QUAD   -  GREELEY NE (2017)
 ML0535
 ML0535                         *CURRENT SURVEY CONTROL
 ML0535  ______________________________________________________________________
 ML0535* NAD 83(1986) POSITION- 41 44 26.     (N) 098 35 43.     (W)   SCALED
 ML0535* NAVD 88 ORTHO HEIGHT -   610.057 (meters)     2001.50  (feet) ADJUSTED
 ML0535  ______________________________________________________________________
 ML0535  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 ML0535  DYNAMIC HEIGHT  -        609.767 (meters)     2000.54  (feet) COMP
 ML0535  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 ML0535
 ML0535  VERT ORDER      -  SECOND    CLASS 0
 ML0535
 ML0535.The horizontal coordinates were scaled from a map and have
 ML0535.an estimated accuracy of +/- 6 seconds.
 ML0535
 ML0535.The orthometric height was determined by differential leveling and
 ML0535.adjusted by the NATIONAL GEODETIC SURVEY
 ML0535.in June 1991.
 ML0535
 ML0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0535.GEOID18 height accuracy estimate available here.
 ML0535
 ML0535.Click photographs - Photos may exist for this station.
 ML0535
 ML0535.The dynamic height is computed by dividing the NAVD 88
 ML0535.geopotential number by the normal gravity value computed on the
 ML0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0535.degrees latitude (g = 980.6199 gals.).
 ML0535
 ML0535.The modeled gravity was interpolated from observed gravity values.
 ML0535
 ML0535;                    North         East    Units  Estimated Accuracy
 ML0535;SPC NE       -   212,700.      616,810.      MT  (+/- 180 meters Scaled)
 ML0535
 ML0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM336210(NAD 83)
 ML0535
 ML0535                          SUPERSEDED SURVEY CONTROL
 ML0535
 ML0535  NGVD 29 (??/??/92)  609.815  (m)         2000.70   (f) ADJ UNCH    2 0
 ML0535
 ML0535.Superseded values are not recommended for survey control.
 ML0535
 ML0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0535.See file dsdata.pdf to determine how the superseded data were derived.
 ML0535
 ML0535_MARKER: DB = BENCH MARK DISK
 ML0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0535_STAMPING: S 310 1950
 ML0535_MARK LOGO: CGS
 ML0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0535+STABILITY: SURFACE MOTION
 ML0535
 ML0535  HISTORY     - Date     Condition        Report By
 ML0535  HISTORY     - 1950     MONUMENTED       CGS
 ML0535
 ML0535                          STATION DESCRIPTION
 ML0535
 ML0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0535'5.9 MI SE FROM ERICSON.
 ML0535'5.9 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0535'BANK AT ERICSON, ON THE OUTSIDE OF A CURVE IN THE ROAD, 257 FEET
 ML0535'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE
 ML0535'CENTER LINE OF A TRACK ROAD LEADING WEST, 26 FEET WEST OF THE
 ML0535'CENTER OF A GATE, 2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A
 ML0535'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHCIH PROJECTS
 ML0535'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1683 ***********************************************************************
 MK1683  DESIGNATION -  S 311 RESET
 MK1683  PID         -  MK1683
 MK1683  STATE/COUNTY-  NE/MADISON
 MK1683  COUNTRY     -  US
 MK1683  USGS QUAD   -  CLOSTER NE (2017)
 MK1683
 MK1683                         *CURRENT SURVEY CONTROL
 MK1683  ______________________________________________________________________
 MK1683* NAD 83(1986) POSITION- 41 55 50.     (N) 097 49 59.     (W)   SCALED
 MK1683* NAVD 88 ORTHO HEIGHT -   575.63  (meters)     1888.5   (feet) RESET
 MK1683  ______________________________________________________________________
 MK1683  GEOID HEIGHT    -        -24.469 (meters)                     GEOID18
 MK1683  VERT ORDER      -  THIRD
 MK1683
 MK1683.The horizontal coordinates were scaled from a map and have
 MK1683.an estimated accuracy of +/- 6 seconds.
 MK1683
 MK1683.The orthometric height was computed from unverified reset data.
 MK1683
 MK1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1683.GEOID18 height accuracy estimate available here.
 MK1683
 MK1683.Click photographs - Photos may exist for this station.
 MK1683
 MK1683;                    North         East    Units  Estimated Accuracy
 MK1683;SPC NE       -   235,100.      679,650.      MT  (+/- 180 meters Scaled)
 MK1683
 MK1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967427(NAD 83)
 MK1683
 MK1683                          SUPERSEDED SURVEY CONTROL
 MK1683
 MK1683.No superseded survey control is available for this station.
 MK1683
 MK1683_MARKER: DB = BENCH MARK DISK
 MK1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1683_STAMPING: S 311 RESET 1971
 MK1683_MARK LOGO: CGS
 MK1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1683+STABILITY: SURFACE MOTION
 MK1683
 MK1683  HISTORY     - Date     Condition        Report By
 MK1683  HISTORY     - 1971     MONUMENTED       NGS
 MK1683  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1683
 MK1683                          STATION DESCRIPTION
 MK1683
 MK1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1683'8 MI S FROM TILDEN.
 MK1683'8 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 MK1683'HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1683'IN THE SOUTHWEST ANGLE OF A CROSSROAD INTERSECTION, 85 FEET SOUTH
 MK1683'OF THE CENTER OF AN EAST-WEST ROAD, 83 FEET WEST OF THE CENTER OF
 MK1683'STATE HIGHWAY 39, 3 FEET SOUTH OF A TELEPHONELINE POLE, SET IN
 MK1683'TOP OF A 12-INCH CYLINRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 MK1683'INCHES ABOVE THE GROUND SURFACE.
 MK1683
 MK1683                          STATION RECOVERY (2009)
 MK1683
 MK1683'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1683'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0036 ***********************************************************************
 ML0036  DESIGNATION -  S 312
 ML0036  PID         -  ML0036
 ML0036  STATE/COUNTY-  NE/BOONE
 ML0036  COUNTRY     -  US
 ML0036  USGS QUAD   -  ALBION WEST (2017)
 ML0036
 ML0036                         *CURRENT SURVEY CONTROL
 ML0036  ______________________________________________________________________
 ML0036* NAD 83(1986) POSITION- 41 44 47.     (N) 098 04 18.     (W)   SCALED
 ML0036* NAVD 88 ORTHO HEIGHT -   555.513 (meters)     1822.55  (feet) ADJUSTED
 ML0036  ______________________________________________________________________
 ML0036  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 ML0036  DYNAMIC HEIGHT  -        555.265 (meters)     1821.73  (feet) COMP
 ML0036  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 ML0036
 ML0036  VERT ORDER      -  SECOND    CLASS 0
 ML0036
 ML0036.The horizontal coordinates were scaled from a map and have
 ML0036.an estimated accuracy of +/- 6 seconds.
 ML0036
 ML0036.The orthometric height was determined by differential leveling and
 ML0036.adjusted by the NATIONAL GEODETIC SURVEY
 ML0036.in June 1991.
 ML0036
 ML0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0036.GEOID18 height accuracy estimate available here.
 ML0036
 ML0036.Click photographs - Photos may exist for this station.
 ML0036
 ML0036.The dynamic height is computed by dividing the NAVD 88
 ML0036.geopotential number by the normal gravity value computed on the
 ML0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0036.degrees latitude (g = 980.6199 gals.).
 ML0036
 ML0036.The modeled gravity was interpolated from observed gravity values.
 ML0036
 ML0036;                    North         East    Units  Estimated Accuracy
 ML0036;SPC NE       -   214,190.      660,330.      MT  (+/- 180 meters Scaled)
 ML0036
 ML0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM771220(NAD 83)
 ML0036
 ML0036                          SUPERSEDED SURVEY CONTROL
 ML0036
 ML0036  NGVD 29 (??/??/92)  555.283  (m)         1821.79   (f) ADJ UNCH    2 0
 ML0036
 ML0036.Superseded values are not recommended for survey control.
 ML0036
 ML0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0036.See file dsdata.pdf to determine how the superseded data were derived.
 ML0036
 ML0036_MARKER: DB = BENCH MARK DISK
 ML0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0036_STAMPING: S 312 1950
 ML0036_MARK LOGO: CGS
 ML0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0036+STABILITY: SURFACE MOTION
 ML0036
 ML0036  HISTORY     - Date     Condition        Report By
 ML0036  HISTORY     - 1950     MONUMENTED       CGS
 ML0036  HISTORY     - 1950     GOOD             CGS
 ML0036
 ML0036                          STATION DESCRIPTION
 ML0036
 ML0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0036'1.3 MI SE FROM LORETTO.
 ML0036'1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 ML0036'FROM THE STATION AT LORETTO, AT A PRIVATE ROAD CROSSING, 500
 ML0036'FEET SOUTH OF A LARGE RED BARN WHICH IS ON THE NORTHEAST SIDE
 ML0036'OF STATE HIGHWAY 14, 137 FEET SOUTHWEST OF THE CENTER LINE OF
 ML0036'THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET
 ML0036'NORTHWEST OF THE CENTER OF A GATE, 7 FEET SOUTHEAST OF A TELEPHONE
 ML0036'POLE, 3.5 FEET NORTHEAST OF A FENCE, 2.5 FEET NORTHWEST OF A
 ML0036'WITNESS POST, SET IN THE TOP OF A CONCRETE WHICH PROJECTS 0.3
 ML0036'FOOT ABOVE THE GROUND.
 ML0036
 ML0036                          STATION RECOVERY (1950)
 ML0036
 ML0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0099 ***********************************************************************
 ML0099  DESIGNATION -  S 313
 ML0099  PID         -  ML0099
 ML0099  STATE/COUNTY-  NE/BOONE
 ML0099  COUNTRY     -  US
 ML0099  USGS QUAD   -  MUD CREEK (2017)
 ML0099
 ML0099                         *CURRENT SURVEY CONTROL
 ML0099  ______________________________________________________________________
 ML0099* NAD 83(1986) POSITION- 41 47 06.     (N) 098 17 44.     (W)   SCALED
 ML0099* NAVD 88 ORTHO HEIGHT -   646.572 (meters)     2121.30  (feet) ADJUSTED
 ML0099  ______________________________________________________________________
 ML0099  GEOID HEIGHT    -        -24.414 (meters)                     GEOID18
 ML0099  DYNAMIC HEIGHT  -        646.276 (meters)     2120.32  (feet) COMP
 ML0099  MODELED GRAVITY -    980,142.8   (mgal)                       NAVD 88
 ML0099
 ML0099  VERT ORDER      -  SECOND    CLASS 0
 ML0099
 ML0099.The horizontal coordinates were scaled from a map and have
 ML0099.an estimated accuracy of +/- 6 seconds.
 ML0099
 ML0099.The orthometric height was determined by differential leveling and
 ML0099.adjusted by the NATIONAL GEODETIC SURVEY
 ML0099.in June 1991.
 ML0099
 ML0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0099.GEOID18 height accuracy estimate available here.
 ML0099
 ML0099.Click photographs - Photos may exist for this station.
 ML0099
 ML0099.The dynamic height is computed by dividing the NAVD 88
 ML0099.geopotential number by the normal gravity value computed on the
 ML0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0099.degrees latitude (g = 980.6199 gals.).
 ML0099
 ML0099.The modeled gravity was interpolated from observed gravity values.
 ML0099
 ML0099;                    North         East    Units  Estimated Accuracy
 ML0099;SPC NE       -   218,080.      641,630.      MT  (+/- 180 meters Scaled)
 ML0099
 ML0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM585261(NAD 83)
 ML0099
 ML0099                          SUPERSEDED SURVEY CONTROL
 ML0099
 ML0099  NGVD 29 (??/??/92)  646.332  (m)         2120.51   (f) ADJ UNCH    2 0
 ML0099
 ML0099.Superseded values are not recommended for survey control.
 ML0099
 ML0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0099.See file dsdata.pdf to determine how the superseded data were derived.
 ML0099
 ML0099_MARKER: DB = BENCH MARK DISK
 ML0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0099_STAMPING: S 313 1950
 ML0099_MARK LOGO: CGS
 ML0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0099+STABILITY: SURFACE MOTION
 ML0099
 ML0099  HISTORY     - Date     Condition        Report By
 ML0099  HISTORY     - 1950     MONUMENTED       CGS
 ML0099
 ML0099                          STATION DESCRIPTION
 ML0099
 ML0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0099'10.6 MI NE FROM SPALDING.
 ML0099'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0099'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 4.0 MILES EAST
 ML0099'ALONG A SAND ROAD, ALONG THE BOONE - WHEELER COUNTY LINE, AT A
 ML0099'T ROAD JUNCTION, 94 FEET NORTH OF THE CENTER LINE OF AN EAST
 ML0099'AND WEST ROAD, 64 FEET NORTH OF A FENCE CORNER, 24 FEET EAST OF
 ML0099'THE CENTER LINE OF A ROAD LEADING NORTH, 1.3 FEET WEST OF A
 ML0099'FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0099'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0866 ***********************************************************************
 LH0866  DESIGNATION -  S 315
 LH0866  PID         -  LH0866
 LH0866  STATE/COUNTY-  NE/DAWSON
 LH0866  COUNTRY     -  US
 LH0866  USGS QUAD   -  SUMNER (2017)
 LH0866
 LH0866                         *CURRENT SURVEY CONTROL
 LH0866  ______________________________________________________________________
 LH0866* NAD 83(1986) POSITION- 40 58 48.     (N) 099 36 55.     (W)   SCALED
 LH0866* NAVD 88 ORTHO HEIGHT -   738.720 (meters)     2423.62  (feet) ADJUSTED
 LH0866  ______________________________________________________________________
 LH0866  GEOID HEIGHT    -        -23.555 (meters)                     GEOID18
 LH0866  DYNAMIC HEIGHT  -        738.300 (meters)     2422.24  (feet) COMP
 LH0866  MODELED GRAVITY -    980,031.6   (mgal)                       NAVD 88
 LH0866
 LH0866  VERT ORDER      -  SECOND    CLASS 0
 LH0866
 LH0866.The horizontal coordinates were scaled from a map and have
 LH0866.an estimated accuracy of +/- 6 seconds.
 LH0866
 LH0866.The orthometric height was determined by differential leveling and
 LH0866.adjusted by the NATIONAL GEODETIC SURVEY
 LH0866.in June 1991.
 LH0866
 LH0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0866.GEOID18 height accuracy estimate available here.
 LH0866
 LH0866.Click photographs - Photos may exist for this station.
 LH0866
 LH0866.The dynamic height is computed by dividing the NAVD 88
 LH0866.geopotential number by the normal gravity value computed on the
 LH0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0866.degrees latitude (g = 980.6199 gals.).
 LH0866
 LH0866.The modeled gravity was interpolated from observed gravity values.
 LH0866
 LH0866;                    North         East    Units  Estimated Accuracy
 LH0866;SPC NE       -   127,380.      532,370.      MT  (+/- 180 meters Scaled)
 LH0866
 LH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML482367(NAD 83)
 LH0866
 LH0866                          SUPERSEDED SURVEY CONTROL
 LH0866
 LH0866  NGVD 29 (??/??/92)  738.444  (m)         2422.71   (f) ADJ UNCH    2 0
 LH0866
 LH0866.Superseded values are not recommended for survey control.
 LH0866
 LH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0866.See file dsdata.pdf to determine how the superseded data were derived.
 LH0866
 LH0866_MARKER: DB = BENCH MARK DISK
 LH0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0866_SP_SET: CULVERT HEADWALL
 LH0866_STAMPING: S 315 1950
 LH0866_MARK LOGO: CGS
 LH0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0866+STABILITY: SURFACE MOTION
 LH0866
 LH0866  HISTORY     - Date     Condition        Report By
 LH0866  HISTORY     - 1950     MONUMENTED       CGS
 LH0866  HISTORY     - 1983     GOOD             LOCSUR
 LH0866  HISTORY     - 19981005 POOR             NEDR
 LH0866
 LH0866                          STATION DESCRIPTION
 LH0866
 LH0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0866'2.6 MI SE FROM EDDYVILLE.
 LH0866'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 LH0866'AT EDDYVILLE, 12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0866'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 7 FOOT
 LH0866'CONCRETE CULVERT.
 LH0866
 LH0866                          STATION RECOVERY (1983)
 LH0866
 LH0866'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0866'RECOVERED IN GOOD CONDITION.
 LH0866
 LH0866                          STATION RECOVERY (1998)
 LH0866
 LH0866'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (IK)
 LH0866'CORNER OF CULVERT WITH CAP IS BROKEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0838 ***********************************************************************
 ML0838  DESIGNATION -  S 316 RESET
 ML0838  PID         -  ML0838
 ML0838  STATE/COUNTY-  NE/CUSTER
 ML0838  COUNTRY     -  US
 ML0838  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0838
 ML0838                         *CURRENT SURVEY CONTROL
 ML0838  ______________________________________________________________________
 ML0838* NAD 83(1986) POSITION- 41 06 20.     (N) 099 43 22.     (W)   SCALED
 ML0838* NAVD 88 ORTHO HEIGHT -   771.27  (meters)     2530.4   (feet) RESET
 ML0838  ______________________________________________________________________
 ML0838  GEOID HEIGHT    -        -23.258 (meters)                     GEOID18
 ML0838  VERT ORDER      -  THIRD
 ML0838
 ML0838.The horizontal coordinates were scaled from a map and have
 ML0838.an estimated accuracy of +/- 6 seconds.
 ML0838
 ML0838.The orthometric height was computed from unverified reset data.
 ML0838
 ML0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0838.GEOID18 height accuracy estimate available here.
 ML0838
 ML0838.Click photographs - Photos may exist for this station.
 ML0838
 ML0838;                    North         East    Units  Estimated Accuracy
 ML0838;SPC NE       -   141,290.      523,280.      MT  (+/- 180 meters Scaled)
 ML0838
 ML0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML393507(NAD 83)
 ML0838
 ML0838                          SUPERSEDED SURVEY CONTROL
 ML0838
 ML0838.No superseded survey control is available for this station.
 ML0838
 ML0838_MARKER: DB = BENCH MARK DISK
 ML0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0838_STAMPING: S 316 RESET 1969
 ML0838_MARK LOGO: CGS
 ML0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0838+STABILITY: SURFACE MOTION
 ML0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0838+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 ML0838
 ML0838  HISTORY     - Date     Condition        Report By
 ML0838  HISTORY     - 1969     MONUMENTED       LOCENG
 ML0838  HISTORY     - 20120607 GOOD             NEDR
 ML0838
 ML0838                          STATION DESCRIPTION
 ML0838
 ML0838'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 ML0838'2.8 MI SE FROM OCONTO.
 ML0838'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 ML0838'OF STATE HIGHWAY 40 AND STATE HIGHWAY 21 NEAR OCONTO, NORTH OF A
 ML0838'JUNCTION OF A DIRT ROAD LEADING SOUTH, 60 FEET FROM THE CENTER
 ML0838'LINE OF THE HIGHWAY AND 1 FOOT FROM A WHITE WOODEN WITNESS POST.
 ML0838'BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
 ML0838
 ML0838                          STATION RECOVERY (2012)
 ML0838
 ML0838'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1219 ***********************************************************************
 ML1219  DESIGNATION -  S 317 RESET
 ML1219  PID         -  ML1219
 ML1219  STATE/COUNTY-  NE/CUSTER
 ML1219  COUNTRY     -  US
 ML1219  USGS QUAD   -  CALLAWAY (2017)
 ML1219
 ML1219                         *CURRENT SURVEY CONTROL
 ML1219  ______________________________________________________________________
 ML1219* NAD 83(1986) POSITION- 41 19 16.     (N) 099 56 59.     (W)   SCALED
 ML1219* NAVD 88 ORTHO HEIGHT -   786.70  (meters)     2581.0   (feet) RESET
 ML1219  ______________________________________________________________________
 ML1219  GEOID HEIGHT    -        -22.491 (meters)                     GEOID18
 ML1219  VERT ORDER      -  THIRD
 ML1219
 ML1219.The horizontal coordinates were scaled from a map and have
 ML1219.an estimated accuracy of +/- 6 seconds.
 ML1219
 ML1219.The orthometric height was computed from unverified reset data.
 ML1219
 ML1219.No vertical observational check was made to the station.
 ML1219
 ML1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1219.GEOID18 height accuracy estimate available here.
 ML1219
 ML1219.Click photographs - Photos may exist for this station.
 ML1219
 ML1219;                    North         East    Units  Estimated Accuracy
 ML1219;SPC NE       -   165,180.      504,210.      MT  (+/- 180 meters Scaled)
 ML1219
 ML1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML205748(NAD 83)
 ML1219
 ML1219                          SUPERSEDED SURVEY CONTROL
 ML1219
 ML1219  NGVD 29 (01/31/13)  786.45   (m)         2580.2    (f) RESET       3  
 ML1219
 ML1219.Superseded values are not recommended for survey control.
 ML1219
 ML1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1219.See file dsdata.pdf to determine how the superseded data were derived.
 ML1219
 ML1219_MARKER: DV = VERTICAL CONTROL DISK
 ML1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1219_STAMPING: S 317 RESET 1984
 ML1219_MARK LOGO: NGS
 ML1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1219+STABILITY: SURFACE MOTION
 ML1219
 ML1219  HISTORY     - Date     Condition        Report By
 ML1219  HISTORY     - 1984     MONUMENTED       NGS
 ML1219
 ML1219                          STATION DESCRIPTION
 ML1219
 ML1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1219'4.67 KM (2.90 MI) NORTHWEST ALONG GRAND AVENUE AND A PAVED COUNTY
 ML1219'ROAD FROM THE POST OFFICE IN CALLAWAY, TO A SIDE ROAD LEFT, A TRACK
 ML1219'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, 12.5 M (41.0 FT) NORTH
 ML1219'FROM THE CENTERLINE OF THE PAVED ROAD, 7.6 M (24.9 FT) EAST FROM THE
 ML1219'CENTERLINE OF THE TRACK ROAD AND THE EXTENDED CENTERLINE OF THE ROAD
 ML1219'SOUTH, 1.07 M (3.51 FT) EAST FROM A POWERLINE POLE, WHERE THE LINE
 ML1219'CROSSES OVER THE ROAD, AND A FENCE CORNER, 0.46 M (1.51 FT) SOUTH
 ML1219'FROM A FENCE, 0.46 M (1.51 FT) WEST FROM A WITNESS POST, SET IN THE
 ML1219'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 10 CM ABOVE
 ML1219'THE GROUND AND IS ABOUT 0.6 M (2.0 FT) LOWER THAN THE PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0897 ***********************************************************************
 ML0897  DESIGNATION -  S 318
 ML0897  PID         -  ML0897
 ML0897  STATE/COUNTY-  NE/CUSTER
 ML0897  COUNTRY     -  US
 ML0897  USGS QUAD   -  WALWORTH (2017)
 ML0897
 ML0897                         *CURRENT SURVEY CONTROL
 ML0897  ______________________________________________________________________
 ML0897* NAD 83(1986) POSITION- 41 38 30.     (N) 099 34 39.     (W)   SCALED
 ML0897* NAVD 88 ORTHO HEIGHT -   733.932 (meters)     2407.91  (feet) ADJUSTED
 ML0897  ______________________________________________________________________
 ML0897  GEOID HEIGHT    -        -22.878 (meters)                     GEOID18
 ML0897  DYNAMIC HEIGHT  -        733.556 (meters)     2406.68  (feet) COMP
 ML0897  MODELED GRAVITY -    980,086.7   (mgal)                       NAVD 88
 ML0897
 ML0897  VERT ORDER      -  SECOND    CLASS 0
 ML0897
 ML0897.The horizontal coordinates were scaled from a map and have
 ML0897.an estimated accuracy of +/- 6 seconds.
 ML0897
 ML0897.The orthometric height was determined by differential leveling and
 ML0897.adjusted by the NATIONAL GEODETIC SURVEY
 ML0897.in June 1991.
 ML0897
 ML0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0897.GEOID18 height accuracy estimate available here.
 ML0897
 ML0897.Click photographs - Photos may exist for this station.
 ML0897
 ML0897.The dynamic height is computed by dividing the NAVD 88
 ML0897.geopotential number by the normal gravity value computed on the
 ML0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0897.degrees latitude (g = 980.6199 gals.).
 ML0897
 ML0897.The modeled gravity was interpolated from observed gravity values.
 ML0897
 ML0897;                    North         East    Units  Estimated Accuracy
 ML0897;SPC NE       -   200,860.      535,190.      MT  (+/- 180 meters Scaled)
 ML0897
 ML0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM519101(NAD 83)
 ML0897
 ML0897                          SUPERSEDED SURVEY CONTROL
 ML0897
 ML0897  NGVD 29 (??/??/92)  733.657  (m)         2407.01   (f) ADJ UNCH    2 0
 ML0897
 ML0897.Superseded values are not recommended for survey control.
 ML0897
 ML0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0897.See file dsdata.pdf to determine how the superseded data were derived.
 ML0897
 ML0897_MARKER: DB = BENCH MARK DISK
 ML0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0897_STAMPING: S 318 1950
 ML0897_MARK LOGO: CGS
 ML0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0897+STABILITY: SURFACE MOTION
 ML0897
 ML0897  HISTORY     - Date     Condition        Report By
 ML0897  HISTORY     - 1950     MONUMENTED       CGS
 ML0897
 ML0897                          STATION DESCRIPTION
 ML0897
 ML0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0897'3 MI E FROM GATES.
 ML0897'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GATES,
 ML0897'AT A ROAD JUNCTION, AT A CURVE IN THE GRAVELED ROAD, 81 FEET EAST
 ML0897'OF THE CENTER LINE OF THE GRAVELED ROAD, 45 FEET EAST OF THE CENTER
 ML0897'LINE OF A DIRT ROAD LEADING SOUTH, 15 FEET EAST OF A 26 INCH
 ML0897'COTTONWOOD TREE, 3.6 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 ML0897'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0897'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0990 ***********************************************************************
 ML0990  DESIGNATION -  S 319
 ML0990  PID         -  ML0990
 ML0990  STATE/COUNTY-  NE/LOUP
 ML0990  COUNTRY     -  US
 ML0990  USGS QUAD   -  ALMERIA SW (2017)
 ML0990
 ML0990                         *CURRENT SURVEY CONTROL
 ML0990  ______________________________________________________________________
 ML0990* NAD 83(1986) POSITION- 41 49 40.     (N) 099 41 07.     (W)   SCALED
 ML0990* NAVD 88 ORTHO HEIGHT -   763.613 (meters)     2505.29  (feet) ADJUSTED
 ML0990  ______________________________________________________________________
 ML0990  GEOID HEIGHT    -        -22.628 (meters)                     GEOID18
 ML0990  DYNAMIC HEIGHT  -        763.237 (meters)     2504.05  (feet) COMP
 ML0990  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 ML0990
 ML0990  VERT ORDER      -  SECOND    CLASS 0
 ML0990
 ML0990.The horizontal coordinates were scaled from a map and have
 ML0990.an estimated accuracy of +/- 6 seconds.
 ML0990
 ML0990.The orthometric height was determined by differential leveling and
 ML0990.adjusted by the NATIONAL GEODETIC SURVEY
 ML0990.in June 1991.
 ML0990
 ML0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0990.GEOID18 height accuracy estimate available here.
 ML0990
 ML0990.Click photographs - Photos may exist for this station.
 ML0990
 ML0990.The dynamic height is computed by dividing the NAVD 88
 ML0990.geopotential number by the normal gravity value computed on the
 ML0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0990.degrees latitude (g = 980.6199 gals.).
 ML0990
 ML0990.The modeled gravity was interpolated from observed gravity values.
 ML0990
 ML0990;                    North         East    Units  Estimated Accuracy
 ML0990;SPC NE       -   221,480.      526,140.      MT  (+/- 180 meters Scaled)
 ML0990
 ML0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM430308(NAD 83)
 ML0990
 ML0990                          SUPERSEDED SURVEY CONTROL
 ML0990
 ML0990  NGVD 29 (??/??/92)  763.336  (m)         2504.38   (f) ADJ UNCH    2 0
 ML0990
 ML0990.Superseded values are not recommended for survey control.
 ML0990
 ML0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0990.See file dsdata.pdf to determine how the superseded data were derived.
 ML0990
 ML0990_MARKER: DB = BENCH MARK DISK
 ML0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0990_STAMPING: S 319 1950
 ML0990_MARK LOGO: CGS
 ML0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0990+STABILITY: SURFACE MOTION
 ML0990
 ML0990  HISTORY     - Date     Condition        Report By
 ML0990  HISTORY     - 1950     MONUMENTED       CGS
 ML0990
 ML0990                          STATION DESCRIPTION
 ML0990
 ML0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0990'8.8 MI W FROM ALMERIA.
 ML0990'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0990'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0990'1.6 MILES WEST ALONG A WINDING SANDY TRACK ROAD, AT A STEEL
 ML0990'WINDMILL WHICH IS ON TOP OF A HILL, 194 FEET SOUTH OF A WINDMILL,
 ML0990'47 FEET SOUTHEAST OF A STEEL WATER TANK, 36 FEET WEST OF A
 ML0990'FENCE CORNER, 94 FEET SOUTH OF A FENCE, 15 FEET WEST OF A GATE
 ML0990'POST, 2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST,
 ML0990'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0990'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0775 ***********************************************************************
 LH0775  DESIGNATION -  S 320
 LH0775  PID         -  LH0775
 LH0775  STATE/COUNTY-  NE/DAWSON
 LH0775  COUNTRY     -  US
 LH0775  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0775
 LH0775                         *CURRENT SURVEY CONTROL
 LH0775  ______________________________________________________________________
 LH0775* NAD 83(1986) POSITION- 40 47 01.     (N) 099 46 39.     (W)   SCALED
 LH0775* NAVD 88 ORTHO HEIGHT -   732.694 (meters)     2403.85  (feet) ADJUSTED
 LH0775  ______________________________________________________________________
 LH0775  GEOID HEIGHT    -        -23.785 (meters)                     GEOID18
 LH0775  DYNAMIC HEIGHT  -        732.264 (meters)     2402.44  (feet) COMP
 LH0775  MODELED GRAVITY -    980,013.6   (mgal)                       NAVD 88
 LH0775
 LH0775  VERT ORDER      -  FIRST     CLASS II
 LH0775
 LH0775.This mark is at Jim Kelly Field Airport (LXN)
 LH0775
 LH0775.The horizontal coordinates were scaled from a map and have
 LH0775.an estimated accuracy of +/- 6 seconds.
 LH0775
 LH0775.The orthometric height was determined by differential leveling and
 LH0775.adjusted by the NATIONAL GEODETIC SURVEY
 LH0775.in June 1991.
 LH0775
 LH0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0775.GEOID18 height accuracy estimate available here.
 LH0775
 LH0775.Click photographs - Photos may exist for this station.
 LH0775
 LH0775.The dynamic height is computed by dividing the NAVD 88
 LH0775.geopotential number by the normal gravity value computed on the
 LH0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0775.degrees latitude (g = 980.6199 gals.).
 LH0775
 LH0775.The modeled gravity was interpolated from observed gravity values.
 LH0775
 LH0775;                    North         East    Units  Estimated Accuracy
 LH0775;SPC NE       -   105,530.      518,780.      MT  (+/- 180 meters Scaled)
 LH0775
 LH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML343150(NAD 83)
 LH0775
 LH0775                          SUPERSEDED SURVEY CONTROL
 LH0775
 LH0775  NGVD 29 (??/??/92)  732.416  (m)         2402.93   (f) ADJ UNCH    1 2
 LH0775
 LH0775.Superseded values are not recommended for survey control.
 LH0775
 LH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0775.See file dsdata.pdf to determine how the superseded data were derived.
 LH0775
 LH0775_MARKER: DB = BENCH MARK DISK
 LH0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0775_STAMPING: S 320 1950
 LH0775_MARK LOGO: CGS
 LH0775_PROJECTION: FLUSH
 LH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0775+STABILITY: SURFACE MOTION
 LH0775
 LH0775  HISTORY     - Date     Condition        Report By
 LH0775  HISTORY     - 1950     MONUMENTED       CGS
 LH0775  HISTORY     - 1962     MARK NOT FOUND   CGS
 LH0775  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0775
 LH0775                          STATION DESCRIPTION
 LH0775
 LH0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0775'1.6 MI NW FROM LEXINGTON.
 LH0775'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0775'PACIFIC RAILROAD STATION AT LEXINGTON, THENCE 0.3 MILE NORTH
 LH0775'ALONG A GRAVELED ROAD, AT THE LEXINGTON AIRPORT, 32 FEET NORTH
 LH0775'OF THE WEST CORNER OF THE ADMINISTRATION BUILDING, 31 FEET
 LH0775'WEST OF THE NORTH CORNER OF THE ADMINISTRATION BUILDING, 2.2
 LH0775'FEET NORTHEAST OF A FLAGPOLE, SET IN THE TOP OF A CONCRETE
 LH0775'POST WHICH IS FLUSH WITH THE GROUND.
 LH0775
 LH0775                          STATION RECOVERY (1962)
 LH0775
 LH0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LH0775'MARK NOT FOUND.
 LH0775
 LH0775                          STATION RECOVERY (1986)
 LH0775
 LH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0775'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0786 ***********************************************************************
 ML0786  DESIGNATION -  S 321
 ML0786  PID         -  ML0786
 ML0786  STATE/COUNTY-  NE/CUSTER
 ML0786  COUNTRY     -  US
 ML0786  USGS QUAD   -  OCONTO (2017)
 ML0786
 ML0786                         *CURRENT SURVEY CONTROL
 ML0786  ______________________________________________________________________
 ML0786* NAD 83(1986) POSITION- 41 12 21.     (N) 099 50 45.     (W)   SCALED
 ML0786* NAVD 88 ORTHO HEIGHT -   806.711 (meters)     2646.68  (feet) ADJUSTED
 ML0786  ______________________________________________________________________
 ML0786  GEOID HEIGHT    -        -22.788 (meters)                     GEOID18
 ML0786  DYNAMIC HEIGHT  -        806.269 (meters)     2645.23  (feet) COMP
 ML0786  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 ML0786
 ML0786  VERT ORDER      -  SECOND    CLASS 0
 ML0786
 ML0786.The horizontal coordinates were scaled from a map and have
 ML0786.an estimated accuracy of +/- 6 seconds.
 ML0786
 ML0786.The orthometric height was determined by differential leveling and
 ML0786.adjusted by the NATIONAL GEODETIC SURVEY
 ML0786.in June 1991.
 ML0786
 ML0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0786.GEOID18 height accuracy estimate available here.
 ML0786
 ML0786.Click photographs - Photos may exist for this station.
 ML0786
 ML0786.The dynamic height is computed by dividing the NAVD 88
 ML0786.geopotential number by the normal gravity value computed on the
 ML0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0786.degrees latitude (g = 980.6199 gals.).
 ML0786
 ML0786.The modeled gravity was interpolated from observed gravity values.
 ML0786
 ML0786;                    North         East    Units  Estimated Accuracy
 ML0786;SPC NE       -   152,390.      512,930.      MT  (+/- 180 meters Scaled)
 ML0786
 ML0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML290619(NAD 83)
 ML0786
 ML0786                          SUPERSEDED SURVEY CONTROL
 ML0786
 ML0786  NGVD 29 (??/??/92)  806.444  (m)         2645.81   (f) ADJ UNCH    2 0
 ML0786
 ML0786.Superseded values are not recommended for survey control.
 ML0786
 ML0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0786.See file dsdata.pdf to determine how the superseded data were derived.
 ML0786
 ML0786_MARKER: DB = BENCH MARK DISK
 ML0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0786_STAMPING: S 321 1950
 ML0786_MARK LOGO: CGS
 ML0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0786+STABILITY: SURFACE MOTION
 ML0786
 ML0786  HISTORY     - Date     Condition        Report By
 ML0786  HISTORY     - 1950     MONUMENTED       CGS
 ML0786
 ML0786                          STATION DESCRIPTION
 ML0786
 ML0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0786'6.1 MI NW FROM OCONTO.
 ML0786'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0786'RAILROAD STATION AT OCONTO, 107 FEET SOUTHWEST OF THE CENTER
 ML0786'LINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF A ROAD
 ML0786'LEADING WEST, 16 FEET WEST OF A POWER POLE, 1.4 FEET EAST OF A
 ML0786'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0786'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0315 ***********************************************************************
 ML0315  DESIGNATION -  S 322
 ML0315  PID         -  ML0315
 ML0315  STATE/COUNTY-  NE/SHERMAN
 ML0315  COUNTRY     -  US
 ML0315  USGS QUAD   -  ASHTON (2017)
 ML0315
 ML0315                         *CURRENT SURVEY CONTROL
 ML0315  ______________________________________________________________________
 ML0315* NAD 83(1986) POSITION- 41 12 24.     (N) 098 48 20.     (W)   SCALED
 ML0315* NAVD 88 ORTHO HEIGHT -   659.031 (meters)     2162.17  (feet) ADJUSTED
 ML0315  ______________________________________________________________________
 ML0315  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 ML0315  DYNAMIC HEIGHT  -        658.694 (meters)     2161.07  (feet) COMP
 ML0315  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 ML0315
 ML0315  VERT ORDER      -  FIRST     CLASS II
 ML0315
 ML0315.The horizontal coordinates were scaled from a map and have
 ML0315.an estimated accuracy of +/- 6 seconds.
 ML0315
 ML0315.The orthometric height was determined by differential leveling and
 ML0315.adjusted by the NATIONAL GEODETIC SURVEY
 ML0315.in June 1991.
 ML0315
 ML0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0315.GEOID18 height accuracy estimate available here.
 ML0315
 ML0315.Click photographs - Photos may exist for this station.
 ML0315
 ML0315.The dynamic height is computed by dividing the NAVD 88
 ML0315.geopotential number by the normal gravity value computed on the
 ML0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0315.degrees latitude (g = 980.6199 gals.).
 ML0315
 ML0315.The modeled gravity was interpolated from observed gravity values.
 ML0315
 ML0315;                    North         East    Units  Estimated Accuracy
 ML0315;SPC NE       -   153,170.      600,140.      MT  (+/- 180 meters Scaled)
 ML0315
 ML0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163617(NAD 83)
 ML0315
 ML0315                          SUPERSEDED SURVEY CONTROL
 ML0315
 ML0315  NGVD 29 (??/??/92)  658.788  (m)         2161.37   (f) ADJ UNCH    1 2
 ML0315
 ML0315.Superseded values are not recommended for survey control.
 ML0315
 ML0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0315.See file dsdata.pdf to determine how the superseded data were derived.
 ML0315
 ML0315_MARKER: DB = BENCH MARK DISK
 ML0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0315_STAMPING: S 322 1950
 ML0315_MARK LOGO: CGS
 ML0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0315+STABILITY: SURFACE MOTION
 ML0315
 ML0315  HISTORY     - Date     Condition        Report By
 ML0315  HISTORY     - 1950     MONUMENTED       CGS
 ML0315
 ML0315                          STATION DESCRIPTION
 ML0315
 ML0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0315'3.6 MI S FROM ASHTON.
 ML0315'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0315'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 3.0 MILES
 ML0315'SOUTH ALONG A GRADED DIRT ROAD,  91 FEET SOUTHWEST OF THE EXTENDED
 ML0315'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHEAST TO A FARMHOUSE,
 ML0315'87 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 27 FEET
 ML0315'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 49 FEET WEST OF A
 ML0315'FENCE CORNER, 7 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 ML0315'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0315'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0698 ***********************************************************************
 ML0698  DESIGNATION -  S 323
 ML0698  PID         -  ML0698
 ML0698  STATE/COUNTY-  NE/SHERMAN
 ML0698  COUNTRY     -  US
 ML0698  USGS QUAD   -  ARCADIA SE (2017)
 ML0698
 ML0698                         *CURRENT SURVEY CONTROL
 ML0698  ______________________________________________________________________
 ML0698* NAD 83(1986) POSITION- 41 19 39.30   (N) 099 00 26.02   (W)   HD_HELD1
 ML0698* NAVD 88 ORTHO HEIGHT -   652.398 (meters)     2140.41  (feet) ADJUSTED
 ML0698  ______________________________________________________________________
 ML0698  GEOID HEIGHT    -        -23.857 (meters)                     GEOID18
 ML0698  DYNAMIC HEIGHT  -        652.062 (meters)     2139.31  (feet) COMP
 ML0698  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 ML0698
 ML0698  VERT ORDER      -  FIRST     CLASS II
 ML0698
 ML0698.The horizontal coordinates were determined by differentially corrected
 ML0698.hand held GPS observations or other comparable positioning techniques
 ML0698.and have an estimated accuracy of +/- 3 meters.
 ML0698
 ML0698.The orthometric height was determined by differential leveling and
 ML0698.adjusted by the NATIONAL GEODETIC SURVEY
 ML0698.in June 1991.
 ML0698
 ML0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0698.GEOID18 height accuracy estimate available here.
 ML0698
 ML0698.Click photographs - Photos may exist for this station.
 ML0698
 ML0698.The dynamic height is computed by dividing the NAVD 88
 ML0698.geopotential number by the normal gravity value computed on the
 ML0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0698.degrees latitude (g = 980.6199 gals.).
 ML0698
 ML0698.The modeled gravity was interpolated from observed gravity values.
 ML0698
 ML0698;                    North         East    Units  Estimated Accuracy
 ML0698;SPC NE       -   166,376.6     583,082.4     MT  (+/- 3 meters HH1 GPS) 
 ML0698
 ML0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9939575122(NAD 83)
 ML0698
 ML0698                          SUPERSEDED SURVEY CONTROL
 ML0698
 ML0698  NGVD 29 (??/??/92)  652.148  (m)         2139.59   (f) ADJ UNCH    1 2
 ML0698
 ML0698.Superseded values are not recommended for survey control.
 ML0698
 ML0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0698.See file dsdata.pdf to determine how the superseded data were derived.
 ML0698
 ML0698_MARKER: DB = BENCH MARK DISK
 ML0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0698_STAMPING: S 232 1950
 ML0698_MARK LOGO: CGS
 ML0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0698+STABILITY: SURFACE MOTION
 ML0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0698+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2014
 ML0698
 ML0698  HISTORY     - Date     Condition        Report By
 ML0698  HISTORY     - 1950     MONUMENTED       CGS
 ML0698  HISTORY     - 20090727 MARK NOT FOUND   NEDR
 ML0698  HISTORY     - 20090811 GOOD             NEDR
 ML0698  HISTORY     - 20140501 GOOD             NEDR
 ML0698
 ML0698                          STATION DESCRIPTION
 ML0698
 ML0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0698'4.4 MI NW FROM LOUP CITY.
 ML0698'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0698'LOUP CITY, THENCE 4.25 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0698'AT A SCHOOLHOUSE, 158 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 ML0698'SCHOOLHOUSE, 130 FEET SOUTH OF THE SOUTH LEG OF A WINDMILL
 ML0698'TOWER, 111 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0698'43 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET NORTHWEST OF A
 ML0698'FENCE, 1.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 ML0698'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0698
 ML0698                          STATION RECOVERY (2009)
 ML0698
 ML0698'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAM)
 ML0698'MARK NOT FOUND.
 ML0698
 ML0698                          STATION RECOVERY (2009)
 ML0698
 ML0698'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0698'RECOVERED IN GOOD CONDITION, MAY NOT BE SUITABLE FOR GPS
 ML0698'FROM THE WEST INTERSECTION OF HWY 92 AND 58 GO NORTH ALONG HWY 58 FOR
 ML0698'A DISTANCE OF 3.6 MILES TO MILE MARKER 45+395, MARK IS LOCATED TO THE
 ML0698'RT OR NORTH EAST 110 FEET OF HWY 58.
 ML0698
 ML0698                          STATION RECOVERY (2014)
 ML0698
 ML0698'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (DAK)
 ML0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1431 ***********************************************************************
 MK1431  DESIGNATION -  S 324
 MK1431  PID         -  MK1431
 MK1431  STATE/COUNTY-  NE/HAMILTON
 MK1431  COUNTRY     -  US
 MK1431  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1431
 MK1431                         *CURRENT SURVEY CONTROL
 MK1431  ______________________________________________________________________
 MK1431* NAD 83(1986) POSITION- 41 05 23.     (N) 097 53 09.     (W)   SCALED
 MK1431* NAVD 88 ORTHO HEIGHT -   541.211 (meters)     1775.62  (feet) ADJUSTED
 MK1431  ______________________________________________________________________
 MK1431  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 MK1431  DYNAMIC HEIGHT  -        540.937 (meters)     1774.72  (feet) COMP
 MK1431  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 MK1431
 MK1431  VERT ORDER      -  SECOND    CLASS 0
 MK1431
 MK1431.The horizontal coordinates were scaled from a map and have
 MK1431.an estimated accuracy of +/- 6 seconds.
 MK1431
 MK1431.The orthometric height was determined by differential leveling and
 MK1431.adjusted by the NATIONAL GEODETIC SURVEY
 MK1431.in June 1991.
 MK1431
 MK1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1431.GEOID18 height accuracy estimate available here.
 MK1431
 MK1431.Click photographs - Photos may exist for this station.
 MK1431
 MK1431.The dynamic height is computed by dividing the NAVD 88
 MK1431.geopotential number by the normal gravity value computed on the
 MK1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1431.degrees latitude (g = 980.6199 gals.).
 MK1431
 MK1431.The modeled gravity was interpolated from observed gravity values.
 MK1431
 MK1431;                    North         East    Units  Estimated Accuracy
 MK1431;SPC NE       -   141,660.      677,560.      MT  (+/- 180 meters Scaled)
 MK1431
 MK1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL935493(NAD 83)
 MK1431
 MK1431                          SUPERSEDED SURVEY CONTROL
 MK1431
 MK1431  NGVD 29 (??/??/92)  540.990  (m)         1774.90   (f) ADJ UNCH    2 0
 MK1431
 MK1431.Superseded values are not recommended for survey control.
 MK1431
 MK1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1431.See file dsdata.pdf to determine how the superseded data were derived.
 MK1431
 MK1431_MARKER: DB = BENCH MARK DISK
 MK1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1431_STAMPING: S 324 1950
 MK1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1431+STABILITY: SURFACE MOTION
 MK1431
 MK1431  HISTORY     - Date     Condition        Report By
 MK1431  HISTORY     - 1950     MONUMENTED       CGS
 MK1431
 MK1431                          STATION DESCRIPTION
 MK1431
 MK1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1431'0.8 MI N FROM HORDVILLE.
 MK1431'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1431'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, AT
 MK1431'A ROAD INTERSECTION, IN LINE WITH A NORTH AND SOUTH ROW OF
 MK1431'TELEPHONE POLES, 40 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1431'AND WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1431'SOUTH ROAD, 6 FEET SOUTH OF A FENCE CORNER, 15 FEET EAST OF A
 MK1431'POWER POLE, 1.4 FEET EAST OF A FENCE, 2 FEET NORTHEAST OF A
 MK1431'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1431'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1484 ***********************************************************************
 MK1484  DESIGNATION -  S 325
 MK1484  PID         -  MK1484
 MK1484  STATE/COUNTY-  NE/POLK
 MK1484  COUNTRY     -  US
 MK1484  USGS QUAD   -  DURANT (2017)
 MK1484
 MK1484                         *CURRENT SURVEY CONTROL
 MK1484  ______________________________________________________________________
 MK1484* NAD 83(1986) POSITION- 41 06 16.     (N) 097 42 48.     (W)   SCALED
 MK1484* NAVD 88 ORTHO HEIGHT -   520.747 (meters)     1708.48  (feet) ADJUSTED
 MK1484  ______________________________________________________________________
 MK1484  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 MK1484  DYNAMIC HEIGHT  -        520.485 (meters)     1707.62  (feet) COMP
 MK1484  MODELED GRAVITY -    980,105.3   (mgal)                       NAVD 88
 MK1484
 MK1484  VERT ORDER      -  SECOND    CLASS 0
 MK1484
 MK1484.The horizontal coordinates were scaled from a map and have
 MK1484.an estimated accuracy of +/- 6 seconds.
 MK1484
 MK1484.The orthometric height was determined by differential leveling and
 MK1484.adjusted by the NATIONAL GEODETIC SURVEY
 MK1484.in June 1991.
 MK1484
 MK1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1484.GEOID18 height accuracy estimate available here.
 MK1484
 MK1484.Click photographs - Photos may exist for this station.
 MK1484
 MK1484.The dynamic height is computed by dividing the NAVD 88
 MK1484.geopotential number by the normal gravity value computed on the
 MK1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1484.degrees latitude (g = 980.6199 gals.).
 MK1484
 MK1484.The modeled gravity was interpolated from observed gravity values.
 MK1484
 MK1484;                    North         East    Units  Estimated Accuracy
 MK1484;SPC NE       -   143,670.      692,000.      MT  (+/- 180 meters Scaled)
 MK1484
 MK1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL080511(NAD 83)
 MK1484
 MK1484                          SUPERSEDED SURVEY CONTROL
 MK1484
 MK1484  NGVD 29 (??/??/92)  520.535  (m)         1707.79   (f) ADJ UNCH    2 0
 MK1484
 MK1484.Superseded values are not recommended for survey control.
 MK1484
 MK1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1484.See file dsdata.pdf to determine how the superseded data were derived.
 MK1484
 MK1484_MARKER: DB = BENCH MARK DISK
 MK1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1484_STAMPING: S 325 1950
 MK1484_MARK LOGO: CGS
 MK1484_PROJECTION: FLUSH
 MK1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1484+STABILITY: SURFACE MOTION
 MK1484
 MK1484  HISTORY     - Date     Condition        Report By
 MK1484  HISTORY     - 1950     MONUMENTED       CGS
 MK1484
 MK1484                          STATION DESCRIPTION
 MK1484
 MK1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1484'5.1 MI NE FROM POLK.
 MK1484'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1484'AT POLK, THENCE 1.3 MILES NORTH ALONG A GRAVELED ROAD, AT A
 MK1484'ROAD CROSSING, MIDWAY BETWEEN TWO TREES, 43 FEET SOUTH OF THE
 MK1484'CENTER LINE OF AN EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER
 MK1484'LINE OF A NORTH AND SOUTH ROAD, 12 FEET SOUTH OF A FENCE CORNER,
 MK1484'1 FOOT EAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 MK1484'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK1484'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1448 ***********************************************************************
 MK1448  DESIGNATION -  S 326
 MK1448  PID         -  MK1448
 MK1448  STATE/COUNTY-  NE/POLK
 MK1448  COUNTRY     -  US
 MK1448  USGS QUAD   -  SWEDEHOME (2017)
 MK1448
 MK1448                         *CURRENT SURVEY CONTROL
 MK1448  ______________________________________________________________________
 MK1448* NAD 83(1986) POSITION- 41 11 17.     (N) 097 41 52.     (W)   SCALED
 MK1448* NAVD 88 ORTHO HEIGHT -   517.161 (meters)     1696.72  (feet) ADJUSTED
 MK1448  ______________________________________________________________________
 MK1448  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 MK1448  DYNAMIC HEIGHT  -        516.911 (meters)     1695.90  (feet) COMP
 MK1448  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 MK1448
 MK1448  VERT ORDER      -  SECOND    CLASS 0
 MK1448
 MK1448.The horizontal coordinates were scaled from a map and have
 MK1448.an estimated accuracy of +/- 6 seconds.
 MK1448
 MK1448.The orthometric height was determined by differential leveling and
 MK1448.adjusted by the NATIONAL GEODETIC SURVEY
 MK1448.in June 1991.
 MK1448
 MK1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1448.GEOID18 height accuracy estimate available here.
 MK1448
 MK1448.Click photographs - Photos may exist for this station.
 MK1448
 MK1448.The dynamic height is computed by dividing the NAVD 88
 MK1448.geopotential number by the normal gravity value computed on the
 MK1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1448.degrees latitude (g = 980.6199 gals.).
 MK1448
 MK1448.The modeled gravity was interpolated from observed gravity values.
 MK1448
 MK1448;                    North         East    Units  Estimated Accuracy
 MK1448;SPC NE       -   152,980.      693,060.      MT  (+/- 180 meters Scaled)
 MK1448
 MK1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092604(NAD 83)
 MK1448
 MK1448                          SUPERSEDED SURVEY CONTROL
 MK1448
 MK1448  NGVD 29 (??/??/92)  516.954  (m)         1696.04   (f) ADJ UNCH    2 0
 MK1448
 MK1448.Superseded values are not recommended for survey control.
 MK1448
 MK1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1448.See file dsdata.pdf to determine how the superseded data were derived.
 MK1448
 MK1448_MARKER: DB = BENCH MARK DISK
 MK1448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1448_SP_SET: CULVERT HEADWALL
 MK1448_STAMPING: S 326 1950
 MK1448_MARK LOGO: CGS
 MK1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1448+STABILITY: SURFACE MOTION
 MK1448
 MK1448  HISTORY     - Date     Condition        Report By
 MK1448  HISTORY     - 1950     MONUMENTED       CGS
 MK1448
 MK1448                          STATION DESCRIPTION
 MK1448
 MK1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1448'10.3 MI W FROM OSCEOLA.
 MK1448'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1448'SCHOOL AT OSCEOLA, THENCE 8.2 MILES WEST ALONG U.S. HIGHWAY 30 A,
 MK1448'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 0.8 MILE EAST
 MK1448'ALONG A DIRT ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK1448'7 FEET WEST OF A CONCRETE GUARD POST, SET IN THE TOP OF THE
 MK1448'SOUTH HEADWALL OF A CONCRETE CULVERT, 9.6 FEET EAST OF THE WEST
 MK1448'END OF THE HEADWALL, LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1475 ***********************************************************************
 MK1475  DESIGNATION -  S 327
 MK1475  PID         -  MK1475
 MK1475  STATE/COUNTY-  NE/POLK
 MK1475  COUNTRY     -  US
 MK1475  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1475
 MK1475                         *CURRENT SURVEY CONTROL
 MK1475  ______________________________________________________________________
 MK1475* NAD 83(1986) POSITION- 41 17 35.52   (N) 097 30 09.91   (W)   HD_HELD1
 MK1475* NAVD 88 ORTHO HEIGHT -   468.100 (meters)     1535.76  (feet) ADJUSTED
 MK1475  ______________________________________________________________________
 MK1475  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 MK1475  DYNAMIC HEIGHT  -        467.887 (meters)     1535.06  (feet) COMP
 MK1475  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 MK1475
 MK1475  VERT ORDER      -  SECOND    CLASS 0
 MK1475
 MK1475.The horizontal coordinates were determined by differentially corrected
 MK1475.hand held GPS observations or other comparable positioning techniques
 MK1475.and have an estimated accuracy of +/- 3 meters.
 MK1475
 MK1475.The orthometric height was determined by differential leveling and
 MK1475.adjusted by the NATIONAL GEODETIC SURVEY
 MK1475.in June 1991.
 MK1475
 MK1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1475.GEOID18 height accuracy estimate available here.
 MK1475
 MK1475.Click photographs - Photos may exist for this station.
 MK1475
 MK1475.The dynamic height is computed by dividing the NAVD 88
 MK1475.geopotential number by the normal gravity value computed on the
 MK1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1475.degrees latitude (g = 980.6199 gals.).
 MK1475
 MK1475.The modeled gravity was interpolated from observed gravity values.
 MK1475
 MK1475;                    North         East    Units  Estimated Accuracy
 MK1475;SPC NE       -   165,101.9     709,073.5     MT  (+/- 3 meters HH1 GPS) 
 MK1475
 MK1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2536272386(NAD 83)
 MK1475
 MK1475                          SUPERSEDED SURVEY CONTROL
 MK1475
 MK1475  NGVD 29 (??/??/92)  467.910  (m)         1535.13   (f) ADJ UNCH    2 0
 MK1475
 MK1475.Superseded values are not recommended for survey control.
 MK1475
 MK1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1475.See file dsdata.pdf to determine how the superseded data were derived.
 MK1475
 MK1475_MARKER: DB = BENCH MARK DISK
 MK1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1475_STAMPING: S 327 1950
 MK1475_MARK LOGO: CGS
 MK1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1475+STABILITY: SURFACE MOTION
 MK1475
 MK1475  HISTORY     - Date     Condition        Report By
 MK1475  HISTORY     - 1950     MONUMENTED       CGS
 MK1475
 MK1475                          STATION DESCRIPTION
 MK1475
 MK1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1475'7 MI S FROM DUNCAN.
 MK1475'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1475'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A
 MK1475'GRAVELED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1475'AT A ROAD INTERSECTION, 159 FEET SOUTH OF THE CENTER LINE OF AN
 MK1475'EATS AND WEST ROAD, 126 FEET SOUTH OF A FENCE CORNER, 34 FEET
 MK1475'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 0.8 FOOT
 MK1475'EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK1475'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0724 ***********************************************************************
 ML0724  DESIGNATION -  S 328
 ML0724  PID         -  ML0724
 ML0724  STATE/COUNTY-  NE/VALLEY
 ML0724  COUNTRY     -  US
 ML0724  USGS QUAD   -  ARCADIA EAST (2017)
 ML0724
 ML0724                         *CURRENT SURVEY CONTROL
 ML0724  ______________________________________________________________________
 ML0724* NAD 83(1986) POSITION- 41 27 08.     (N) 099 02 22.     (W)   SCALED
 ML0724* NAVD 88 ORTHO HEIGHT -   690.394 (meters)     2265.07  (feet) ADJUSTED
 ML0724  ______________________________________________________________________
 ML0724  GEOID HEIGHT    -        -23.727 (meters)                     GEOID18
 ML0724  DYNAMIC HEIGHT  -        690.048 (meters)     2263.93  (feet) COMP
 ML0724  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 ML0724
 ML0724  VERT ORDER      -  SECOND    CLASS 0
 ML0724
 ML0724.The horizontal coordinates were scaled from a map and have
 ML0724.an estimated accuracy of +/- 6 seconds.
 ML0724
 ML0724.The orthometric height was determined by differential leveling and
 ML0724.adjusted by the NATIONAL GEODETIC SURVEY
 ML0724.in June 1991.
 ML0724
 ML0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0724.GEOID18 height accuracy estimate available here.
 ML0724
 ML0724.Click photographs - Photos may exist for this station.
 ML0724
 ML0724.The dynamic height is computed by dividing the NAVD 88
 ML0724.geopotential number by the normal gravity value computed on the
 ML0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0724.degrees latitude (g = 980.6199 gals.).
 ML0724
 ML0724.The modeled gravity was interpolated from observed gravity values.
 ML0724
 ML0724;                    North         East    Units  Estimated Accuracy
 ML0724;SPC NE       -   180,180.      580,230.      MT  (+/- 180 meters Scaled)
 ML0724
 ML0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML967889(NAD 83)
 ML0724
 ML0724                          SUPERSEDED SURVEY CONTROL
 ML0724
 ML0724  NGVD 29 (??/??/92)  690.144  (m)         2264.25   (f) ADJ UNCH    2 0
 ML0724
 ML0724.Superseded values are not recommended for survey control.
 ML0724
 ML0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0724.See file dsdata.pdf to determine how the superseded data were derived.
 ML0724
 ML0724_MARKER: DB = BENCH MARK DISK
 ML0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0724_STAMPING: G 328 1950
 ML0724_MARK LOGO: CGS
 ML0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0724+STABILITY: SURFACE MOTION
 ML0724
 ML0724  HISTORY     - Date     Condition        Report By
 ML0724  HISTORY     - 1950     MONUMENTED       CGS
 ML0724
 ML0724                          STATION DESCRIPTION
 ML0724
 ML0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0724'6.9 MI NE FROM ARCADIA.
 ML0724'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0724'AT ARCADIA, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAYS 56 AND
 ML0724'58, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 ML0724'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 11 FEET EAST
 ML0724'OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE, 1.4 FEET WEST
 ML0724'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0724'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1343 ***********************************************************************
 MK1343  DESIGNATION -  S 329
 MK1343  PID         -  MK1343
 MK1343  STATE/COUNTY-  NE/BUTLER
 MK1343  COUNTRY     -  US
 MK1343  USGS QUAD   -  DAVID CITY EAST (2017)
 MK1343
 MK1343                         *CURRENT SURVEY CONTROL
 MK1343  ______________________________________________________________________
 MK1343* NAD 83(1986) POSITION- 41 22 22.     (N) 097 07 11.     (W)   SCALED
 MK1343* NAVD 88 ORTHO HEIGHT -   424.847 (meters)     1393.85  (feet) ADJUSTED
 MK1343  ______________________________________________________________________
 MK1343  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 MK1343  DYNAMIC HEIGHT  -        424.658 (meters)     1393.23  (feet) COMP
 MK1343  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 MK1343
 MK1343  VERT ORDER      -  SECOND    CLASS 0
 MK1343
 MK1343.The horizontal coordinates were scaled from a map and have
 MK1343.an estimated accuracy of +/- 6 seconds.
 MK1343
 MK1343.The orthometric height was determined by differential leveling and
 MK1343.adjusted by the NATIONAL GEODETIC SURVEY
 MK1343.in June 1991.
 MK1343
 MK1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1343.GEOID18 height accuracy estimate available here.
 MK1343
 MK1343.Click photographs - Photos may exist for this station.
 MK1343
 MK1343.The dynamic height is computed by dividing the NAVD 88
 MK1343.geopotential number by the normal gravity value computed on the
 MK1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1343.degrees latitude (g = 980.6199 gals.).
 MK1343
 MK1343.The modeled gravity was interpolated from observed gravity values.
 MK1343
 MK1343;                    North         East    Units  Estimated Accuracy
 MK1343;SPC NE       -   174,930.      740,840.      MT  (+/- 180 meters Scaled)
 MK1343
 MK1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL572818(NAD 83)
 MK1343
 MK1343                          SUPERSEDED SURVEY CONTROL
 MK1343
 MK1343  NGVD 29 (??/??/92)  424.677  (m)         1393.29   (f) ADJ UNCH    2 0
 MK1343
 MK1343.Superseded values are not recommended for survey control.
 MK1343
 MK1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1343.See file dsdata.pdf to determine how the superseded data were derived.
 MK1343
 MK1343_MARKER: DB = BENCH MARK DISK
 MK1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1343_STAMPING: S 329 1950
 MK1343_MARK LOGO: CGS
 MK1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1343+STABILITY: SURFACE MOTION
 MK1343
 MK1343  HISTORY     - Date     Condition        Report By
 MK1343  HISTORY     - 1950     MONUMENTED       CGS
 MK1343
 MK1343                          STATION DESCRIPTION
 MK1343
 MK1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1343'8.2 MI SW FROM SCHUYLER.
 MK1343'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1343'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1343'2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG
 MK1343'A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 MK1343'80 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 32
 MK1343'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 25 FEET
 MK1343'NORTH OF THE MOST SOUTHERLY ONE OF 3 COTTONWOOD TREES, 1 FOOT
 MK1343'EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 MK1343'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0912 ***********************************************************************
 MK0912  DESIGNATION -  S 330
 MK0912  PID         -  MK0912
 MK0912  STATE/COUNTY-  NE/SAUNDERS
 MK0912  COUNTRY     -  US
 MK0912  USGS QUAD   -  MALMO NW (2017)
 MK0912
 MK0912                         *CURRENT SURVEY CONTROL
 MK0912  ______________________________________________________________________
 MK0912* NAD 83(1986) POSITION- 41 25 48.42   (N) 096 44 42.20   (W)   HD_HELD1
 MK0912* NAVD 88 ORTHO HEIGHT -   384.985 (meters)     1263.07  (feet) ADJUSTED
 MK0912  ______________________________________________________________________
 MK0912  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 MK0912  DYNAMIC HEIGHT  -        384.819 (meters)     1262.53  (feet) COMP
 MK0912  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 MK0912
 MK0912  VERT ORDER      -  SECOND    CLASS 0
 MK0912
 MK0912.The horizontal coordinates were determined by differentially corrected
 MK0912.hand held GPS observations or other comparable positioning techniques
 MK0912.and have an estimated accuracy of +/- 3 meters.
 MK0912
 MK0912.The orthometric height was determined by differential leveling and
 MK0912.adjusted by the NATIONAL GEODETIC SURVEY
 MK0912.in June 1991.
 MK0912
 MK0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0912.GEOID18 height accuracy estimate available here.
 MK0912
 MK0912.Click photographs - Photos may exist for this station.
 MK0912
 MK0912.The dynamic height is computed by dividing the NAVD 88
 MK0912.geopotential number by the normal gravity value computed on the
 MK0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0912.degrees latitude (g = 980.6199 gals.).
 MK0912
 MK0912.The modeled gravity was interpolated from observed gravity values.
 MK0912
 MK0912;                    North         East    Units  Estimated Accuracy
 MK0912;SPC NE       -   182,402.2     771,910.5     MT  (+/- 3 meters HH1 GPS) 
 MK0912
 MK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8841288959(NAD 83)
 MK0912
 MK0912                          SUPERSEDED SURVEY CONTROL
 MK0912
 MK0912  NGVD 29 (??/??/92)  384.833  (m)         1262.57   (f) ADJ UNCH    2 0
 MK0912
 MK0912.Superseded values are not recommended for survey control.
 MK0912
 MK0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0912.See file dsdata.pdf to determine how the superseded data were derived.
 MK0912
 MK0912_MARKER: DB = BENCH MARK DISK
 MK0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0912_STAMPING: S 330 1950
 MK0912_MARK LOGO: CGS
 MK0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0912+STABILITY: SURFACE MOTION
 MK0912
 MK0912  HISTORY     - Date     Condition        Report By
 MK0912  HISTORY     - 1950     MONUMENTED       CGS
 MK0912  HISTORY     - 20100503 GOOD             INDIV
 MK0912
 MK0912                          STATION DESCRIPTION
 MK0912
 MK0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0912'0.9 MI E FROM MORSE BLUFF.
 MK0912'0.9 MILE EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0912'MORSE BLUFF, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33
 MK0912'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH
 MK0912'TO A FARMHOUSE, 13 FEET SOUTH OF A POWER POLE, 6 FEET NORTH OF
 MK0912'A FENCE, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0912'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0912
 MK0912                          STATION RECOVERY (2010)
 MK0912
 MK0912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK0912'REAL TIME NETWORK GPS OBSERVATION
 MK0912'41 25'48.418''N    96 44'42.203''W
 MK0912'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0147 ***********************************************************************
 LH0147  DESIGNATION -  S 331
 LH0147  PID         -  LH0147
 LH0147  STATE/COUNTY-  NE/MERRICK
 LH0147  COUNTRY     -  US
 LH0147  USGS QUAD   -  GRAND ISLAND (2017)
 LH0147
 LH0147                         *CURRENT SURVEY CONTROL
 LH0147  ______________________________________________________________________
 LH0147* NAD 83(1986) POSITION- 40 53 48.     (N) 098 15 31.     (W)   SCALED
 LH0147* NAVD 88 ORTHO HEIGHT -   561.584 (meters)     1842.46  (feet) ADJUSTED
 LH0147  ______________________________________________________________________
 LH0147  GEOID HEIGHT    -        -25.203 (meters)                     GEOID18
 LH0147  DYNAMIC HEIGHT  -        561.288 (meters)     1841.49  (feet) COMP
 LH0147  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LH0147
 LH0147  VERT ORDER      -  SECOND    CLASS 0
 LH0147
 LH0147.The horizontal coordinates were scaled from a map and have
 LH0147.an estimated accuracy of +/- 6 seconds.
 LH0147
 LH0147.The orthometric height was determined by differential leveling and
 LH0147.adjusted by the NATIONAL GEODETIC SURVEY
 LH0147.in June 1991.
 LH0147
 LH0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0147.GEOID18 height accuracy estimate available here.
 LH0147
 LH0147.Click photographs - Photos may exist for this station.
 LH0147
 LH0147.The dynamic height is computed by dividing the NAVD 88
 LH0147.geopotential number by the normal gravity value computed on the
 LH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0147.degrees latitude (g = 980.6199 gals.).
 LH0147
 LH0147.The modeled gravity was interpolated from observed gravity values.
 LH0147
 LH0147;                    North         East    Units  Estimated Accuracy
 LH0147;SPC NE       -   119,540.      646,690.      MT  (+/- 180 meters Scaled)
 LH0147
 LH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL624275(NAD 83)
 LH0147
 LH0147                          SUPERSEDED SURVEY CONTROL
 LH0147
 LH0147  NGVD 29 (??/??/92)  561.338  (m)         1841.66   (f) ADJ UNCH    2 0
 LH0147
 LH0147.Superseded values are not recommended for survey control.
 LH0147
 LH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0147.See file dsdata.pdf to determine how the superseded data were derived.
 LH0147
 LH0147_MARKER: DB = BENCH MARK DISK
 LH0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0147_SP_SET: BRIDGE ABUTMENT
 LH0147_STAMPING: S 331 1950
 LH0147_MARK LOGO: CGS
 LH0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0147
 LH0147  HISTORY     - Date     Condition        Report By
 LH0147  HISTORY     - 1950     MONUMENTED       CGS
 LH0147
 LH0147                          STATION DESCRIPTION
 LH0147
 LH0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0147'4.8 MI SE FROM GRAND ISLAND.
 LH0147'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0147'RAILROAD FROM THE STATION AT GRAND ISLAND, 5.3 FEET NORTH OF THE
 LH0147'NORTH RAIL, 3.7 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 LH0147'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE
 LH0147'OVER THE PLATTE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1543 ***********************************************************************
 MK1543  DESIGNATION -  S 333
 MK1543  PID         -  MK1543
 MK1543  STATE/COUNTY-  NE/HAMILTON
 MK1543  COUNTRY     -  US
 MK1543  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1543
 MK1543                         *CURRENT SURVEY CONTROL
 MK1543  ______________________________________________________________________
 MK1543* NAD 83(1986) POSITION- 41 01 54.     (N) 097 57 34.     (W)   SCALED
 MK1543* NAVD 88 ORTHO HEIGHT -   546.569 (meters)     1793.20  (feet) ADJUSTED
 MK1543  ______________________________________________________________________
 MK1543  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 MK1543  DYNAMIC HEIGHT  -        546.289 (meters)     1792.28  (feet) COMP
 MK1543  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 MK1543
 MK1543  VERT ORDER      -  SECOND    CLASS 0
 MK1543
 MK1543.The horizontal coordinates were scaled from a map and have
 MK1543.an estimated accuracy of +/- 6 seconds.
 MK1543
 MK1543.The orthometric height was determined by differential leveling and
 MK1543.adjusted by the NATIONAL GEODETIC SURVEY
 MK1543.in June 1991.
 MK1543
 MK1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1543.GEOID18 height accuracy estimate available here.
 MK1543
 MK1543.Click photographs - Photos may exist for this station.
 MK1543
 MK1543.The dynamic height is computed by dividing the NAVD 88
 MK1543.geopotential number by the normal gravity value computed on the
 MK1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1543.degrees latitude (g = 980.6199 gals.).
 MK1543
 MK1543.The modeled gravity was interpolated from observed gravity values.
 MK1543
 MK1543;                    North         East    Units  Estimated Accuracy
 MK1543;SPC NE       -   135,070.      671,530.      MT  (+/- 180 meters Scaled)
 MK1543
 MK1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874427(NAD 83)
 MK1543
 MK1543                          SUPERSEDED SURVEY CONTROL
 MK1543
 MK1543  NGVD 29 (??/??/92)  546.342  (m)         1792.46   (f) ADJ UNCH    2 0
 MK1543
 MK1543.Superseded values are not recommended for survey control.
 MK1543
 MK1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1543.See file dsdata.pdf to determine how the superseded data were derived.
 MK1543
 MK1543_MARKER: DB = BENCH MARK DISK
 MK1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1543_STAMPING: S 333 1950
 MK1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1543+STABILITY: SURFACE MOTION
 MK1543
 MK1543  HISTORY     - Date     Condition        Report By
 MK1543  HISTORY     - 1950     MONUMENTED       CGS
 MK1543
 MK1543                          STATION DESCRIPTION
 MK1543
 MK1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1543'4.8 MI NE FROM MARQUETTE.
 MK1543'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1543'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE 2.0 MILES
 MK1543'EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A
 MK1543'GRAVELED ROAD, AT THE BELL SCHOOL (DISTRICT 21), AT A ROAD
 MK1543'INTERSECTION, 114 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1543'WEST ROAD, 98 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1543'ROAD, 30 FEET NORTHEAST OF A FLAGPOLE, 2.7 FEET NORTH OF THE
 MK1543'NORTHWEST CORNER OF THE SCHOOLHOUSE, SET IN THE TOP OF A CONCRETE
 MK1543'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1544 ***********************************************************************
 MK1544  DESIGNATION -  S 333 RESET
 MK1544  PID         -  MK1544
 MK1544  STATE/COUNTY-  NE/HAMILTON
 MK1544  COUNTRY     -  US
 MK1544  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1544
 MK1544                         *CURRENT SURVEY CONTROL
 MK1544  ______________________________________________________________________
 MK1544* NAD 83(1986) POSITION- 41 01 55.     (N) 097 57 34.     (W)   SCALED
 MK1544* NAVD 88 ORTHO HEIGHT -   546.44  (meters)     1792.8   (feet) RESET
 MK1544  ______________________________________________________________________
 MK1544  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 MK1544  VERT ORDER      -  THIRD
 MK1544
 MK1544.The horizontal coordinates were scaled from a map and have
 MK1544.an estimated accuracy of +/- 6 seconds.
 MK1544
 MK1544.The orthometric height was computed from unverified reset data.
 MK1544
 MK1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1544.GEOID18 height accuracy estimate available here.
 MK1544
 MK1544.Click photographs - Photos may exist for this station.
 MK1544
 MK1544;                    North         East    Units  Estimated Accuracy
 MK1544;SPC NE       -   135,100.      671,530.      MT  (+/- 180 meters Scaled)
 MK1544
 MK1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874428(NAD 83)
 MK1544
 MK1544                          SUPERSEDED SURVEY CONTROL
 MK1544
 MK1544  NGVD 29 (??/??/??)  546.21   (m)         1792.0    (f) RESET       3  
 MK1544
 MK1544.Superseded values are not recommended for survey control.
 MK1544
 MK1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1544.See file dsdata.pdf to determine how the superseded data were derived.
 MK1544
 MK1544_MARKER: DB = BENCH MARK DISK
 MK1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1544_STAMPING: S 333 RESET 1953
 MK1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1544+STABILITY: SURFACE MOTION
 MK1544
 MK1544  HISTORY     - Date     Condition        Report By
 MK1544  HISTORY     - 1953     MONUMENTED       SCS
 MK1544  HISTORY     - 1962     GOOD             USGS
 MK1544
 MK1544                          STATION DESCRIPTION
 MK1544
 MK1544'DESCRIBED BY SOIL CONSERVATION SERVICE 1953
 MK1544'0.7 MI E FROM MARQUETTE.
 MK1544'0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1544'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE 2.0 MILES
 MK1544'EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 MK1544'ROAD, AT A ROAD INTERSECTION, 112 FEET SOUTH OF THE CENTERLINE
 MK1544'OF THE EAST-AND-WEST ROAD, 33.5 FEET EAST OF THE CENTERLINE OF
 MK1544'THE NORTH-AND-SOUTH ROAD, AND 7 FEET NORTH OF A POLE.  A STANDARD
 MK1544'DISK, STAMPED S 333 RESET 1953 AND SET IN THE TOP OF A CONCRETE
 MK1544'POST.
 MK1544
 MK1544                          STATION RECOVERY (1962)
 MK1544
 MK1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0158 ***********************************************************************
 LH0158  DESIGNATION -  S 334
 LH0158  PID         -  LH0158
 LH0158  STATE/COUNTY-  NE/HAMILTON
 LH0158  COUNTRY     -  US
 LH0158  USGS QUAD   -  MURPHY (2017)
 LH0158
 LH0158                         *CURRENT SURVEY CONTROL
 LH0158  ______________________________________________________________________
 LH0158* NAD 83(1986) POSITION- 40 56 40.     (N) 098 05 34.     (W)   SCALED
 LH0158* NAVD 88 ORTHO HEIGHT -   564.646 (meters)     1852.51  (feet) ADJUSTED
 LH0158  ______________________________________________________________________
 LH0158  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 LH0158  DYNAMIC HEIGHT  -        564.354 (meters)     1851.55  (feet) COMP
 LH0158  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 LH0158
 LH0158  VERT ORDER      -  SECOND    CLASS 0
 LH0158
 LH0158.The horizontal coordinates were scaled from a map and have
 LH0158.an estimated accuracy of +/- 6 seconds.
 LH0158
 LH0158.The orthometric height was determined by differential leveling and
 LH0158.adjusted by the NATIONAL GEODETIC SURVEY
 LH0158.in June 1991.
 LH0158
 LH0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0158.GEOID18 height accuracy estimate available here.
 LH0158
 LH0158.Click photographs - Photos may exist for this station.
 LH0158
 LH0158.The dynamic height is computed by dividing the NAVD 88
 LH0158.geopotential number by the normal gravity value computed on the
 LH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0158.degrees latitude (g = 980.6199 gals.).
 LH0158
 LH0158.The modeled gravity was interpolated from observed gravity values.
 LH0158
 LH0158;                    North         East    Units  Estimated Accuracy
 LH0158;SPC NE       -   125,130.      660,540.      MT  (+/- 180 meters Scaled)
 LH0158
 LH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL763329(NAD 83)
 LH0158
 LH0158                          SUPERSEDED SURVEY CONTROL
 LH0158
 LH0158  NGVD 29 (??/??/92)  564.412  (m)         1851.74   (f) ADJ UNCH    2 0
 LH0158
 LH0158.Superseded values are not recommended for survey control.
 LH0158
 LH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0158.See file dsdata.pdf to determine how the superseded data were derived.
 LH0158
 LH0158_MARKER: DB = BENCH MARK DISK
 LH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0158_STAMPING: S 334 1950
 LH0158_MARK LOGO: CGS
 LH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0158+STABILITY: SURFACE MOTION
 LH0158
 LH0158  HISTORY     - Date     Condition        Report By
 LH0158  HISTORY     - 1950     MONUMENTED       CGS
 LH0158
 LH0158                          STATION DESCRIPTION
 LH0158
 LH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0158'8.5 MI SW FROM MARQUETTE.
 LH0158'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0158'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0158'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG A
 LH0158'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A
 LH0158'ROAD INTERSECTION, 42 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0158'AND SOUTH ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LH0158'WEST ROAD, 10 FEET EAST OF A POWER POLE, IN LINE WITH A ROW OF
 LH0158'POWER POLES, 12.4 FEET SOUTH OF THE SOUTH END OF A CORRUGATED
 LH0158'PIPE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0158'0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0055 ***********************************************************************
 ML0055  DESIGNATION -  S 335
 ML0055  PID         -  ML0055
 ML0055  STATE/COUNTY-  NE/GREELEY
 ML0055  COUNTRY     -  US
 ML0055  USGS QUAD   -  SPALDING (2017)
 ML0055
 ML0055                         *CURRENT SURVEY CONTROL
 ML0055  ______________________________________________________________________
 ML0055* NAD 83(1986) POSITION- 41 39 33.     (N) 098 18 37.     (W)   SCALED
 ML0055* NAVD 88 ORTHO HEIGHT -   570.871 (meters)     1872.93  (feet) ADJUSTED
 ML0055  ______________________________________________________________________
 ML0055  GEOID HEIGHT    -        -24.563 (meters)                     GEOID18
 ML0055  DYNAMIC HEIGHT  -        570.599 (meters)     1872.04  (feet) COMP
 ML0055  MODELED GRAVITY -    980,129.4   (mgal)                       NAVD 88
 ML0055
 ML0055  VERT ORDER      -  SECOND    CLASS 0
 ML0055
 ML0055.The horizontal coordinates were scaled from a map and have
 ML0055.an estimated accuracy of +/- 6 seconds.
 ML0055
 ML0055.The orthometric height was determined by differential leveling and
 ML0055.adjusted by the NATIONAL GEODETIC SURVEY
 ML0055.in June 1991.
 ML0055
 ML0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0055.GEOID18 height accuracy estimate available here.
 ML0055
 ML0055.Click photographs - Photos may exist for this station.
 ML0055
 ML0055.The dynamic height is computed by dividing the NAVD 88
 ML0055.geopotential number by the normal gravity value computed on the
 ML0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0055.degrees latitude (g = 980.6199 gals.).
 ML0055
 ML0055.The modeled gravity was interpolated from observed gravity values.
 ML0055
 ML0055;                    North         East    Units  Estimated Accuracy
 ML0055;SPC NE       -   204,090.      640,680.      MT  (+/- 180 meters Scaled)
 ML0055
 ML0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM574121(NAD 83)
 ML0055
 ML0055                          SUPERSEDED SURVEY CONTROL
 ML0055
 ML0055  NGVD 29 (??/??/92)  570.627  (m)         1872.13   (f) ADJ UNCH    2 0
 ML0055
 ML0055.Superseded values are not recommended for survey control.
 ML0055
 ML0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0055.See file dsdata.pdf to determine how the superseded data were derived.
 ML0055
 ML0055_MARKER: DB = BENCH MARK DISK
 ML0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0055_STAMPING: S 335 1950
 ML0055_MARK LOGO: CGS
 ML0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0055+STABILITY: SURFACE MOTION
 ML0055
 ML0055  HISTORY     - Date     Condition        Report By
 ML0055  HISTORY     - 1950     MONUMENTED       CGS
 ML0055
 ML0055                          STATION DESCRIPTION
 ML0055
 ML0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0055'3.3 MI SE FROM SPALDING.
 ML0055'3.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0055'STATION AT SPALDING, AT A ROAD CROSSING, 47 FEET NORTHEAST OF THE
 ML0055'NORTHEAST RAIL, 34 FEET EAST OF THE CENTER LINE OF A ROAD, 26
 ML0055'FEET NORTHEAST OF A CROSSING SIGN POST, 11 FEET SOUTHEAST OF A
 ML0055'FENCE CORNER, 1.1 FEET SOUTHWEST OF A FENCE, 2.1 FEET NORTHWEST OF
 ML0055'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0055'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1197 ***********************************************************************
 ML1197  DESIGNATION -  S 337 RESET
 ML1197  PID         -  ML1197
 ML1197  STATE/COUNTY-  NE/MERRICK
 ML1197  COUNTRY     -  US
 ML1197  USGS QUAD   -  CHAPMAN (2017)
 ML1197
 ML1197                         *CURRENT SURVEY CONTROL
 ML1197  ______________________________________________________________________
 ML1197* NAD 83(1986) POSITION- 41 00 52.     (N) 098 10 19.     (W)   SCALED
 ML1197* NAVD 88 ORTHO HEIGHT -   540.42  (meters)     1773.0   (feet) RESET
 ML1197  ______________________________________________________________________
 ML1197  GEOID HEIGHT    -        -25.244 (meters)                     GEOID18
 ML1197  VERT ORDER      -  THIRD
 ML1197
 ML1197.The horizontal coordinates were scaled from a map and have
 ML1197.an estimated accuracy of +/- 6 seconds.
 ML1197
 ML1197.The orthometric height was computed from unverified reset data.
 ML1197
 ML1197.No vertical observational check was made to the station.
 ML1197
 ML1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1197.GEOID18 height accuracy estimate available here.
 ML1197
 ML1197.Click photographs - Photos may exist for this station.
 ML1197
 ML1197;                    North         East    Units  Estimated Accuracy
 ML1197;SPC NE       -   132,760.      653,710.      MT  (+/- 180 meters Scaled)
 ML1197
 ML1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL696406(NAD 83)
 ML1197
 ML1197                          SUPERSEDED SURVEY CONTROL
 ML1197
 ML1197  NGVD 29 (01/31/13)  540.19   (m)         1772.3    (f) RESET       3  
 ML1197
 ML1197.Superseded values are not recommended for survey control.
 ML1197
 ML1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1197.See file dsdata.pdf to determine how the superseded data were derived.
 ML1197
 ML1197_MARKER: DV = VERTICAL CONTROL DISK
 ML1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1197_STAMPING: S 337 RESET 1988
 ML1197_MARK LOGO: NGS
 ML1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1197+STABILITY: SURFACE MOTION
 ML1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1197+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ML1197
 ML1197  HISTORY     - Date     Condition        Report By
 ML1197  HISTORY     - 1988     MONUMENTED       NGS
 ML1197
 ML1197                          STATION DESCRIPTION
 ML1197
 ML1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1197'0.16 KM (0.10 MI) EAST AND SOUTH ALONG 9TH STREET, FROM THE POST
 ML1197'OFFICE IN CHAPMAN TO U.S. HIGHWAY 30, THEN RIGHT AND SOUTHWEST ALONG
 ML1197'THE HIGHWAY FOR 1.77 KM (1.10 MI) TO THE MARK ON THE RIGHT, ABOUT
 ML1197'0.16 KM (0.10 MI) SOUTHWEST OF RAILROAD MILEPOST 136, 45.6 M
 ML1197'(149.6 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 14.63 M
 ML1197'(48.0 FT) SOUTHEAST FROM THE RAILROAD RIGHT-OF-WAY FENCE, 11.55 M
 ML1197'(37.9 FT) NORTHWEST OF THE  NORTHWEST RAIL OF THE NORTHWEST ONE OF TWO
 ML1197'SETS OF TRACKS, 1.95 M (6.4 FT) SOUTHWEST FROM A POLE, WHICH IS THE
 ML1197'SECOND POLE SOUTHWEST FROM THE MILEPOST 136 OF THE RAILROAD, AND SET
 ML1197'INTO THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 0.09 M (0.3 FT).
 ML1197'THE MARK IS 0.49 M (1.6 FT) SOUTHEAST FROM A WITNESS POST AND IS
 ML1197'ABOUT 0.3 M (1.0 FT) BELOW THE NORTHWEST SET OF TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0446 ***********************************************************************
 NP0446  DESIGNATION -  S 340
 NP0446  PID         -  NP0446
 NP0446  STATE/COUNTY-  NE/SIOUX
 NP0446  COUNTRY     -  US
 NP0446  USGS QUAD   -  KYLE CREEK (2017)
 NP0446
 NP0446                         *CURRENT SURVEY CONTROL
 NP0446  ______________________________________________________________________
 NP0446* NAD 83(1986) POSITION- 42 37 20.     (N) 103 42 45.     (W)   SCALED
 NP0446* NAVD 88 ORTHO HEIGHT -  1334.003 (meters)     4376.64  (feet) ADJUSTED
 NP0446  ______________________________________________________________________
 NP0446  GEOID HEIGHT    -        -16.774 (meters)                     GEOID18
 NP0446  DYNAMIC HEIGHT  -       1333.227 (meters)     4374.10  (feet) COMP
 NP0446  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 NP0446
 NP0446  VERT ORDER      -  FIRST     CLASS II
 NP0446
 NP0446.The horizontal coordinates were scaled from a map and have
 NP0446.an estimated accuracy of +/- 6 seconds.
 NP0446
 NP0446.The orthometric height was determined by differential leveling and
 NP0446.adjusted by the NATIONAL GEODETIC SURVEY
 NP0446.in June 1991.
 NP0446
 NP0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0446.GEOID18 height accuracy estimate available here.
 NP0446
 NP0446.Click photographs - Photos may exist for this station.
 NP0446
 NP0446.The dynamic height is computed by dividing the NAVD 88
 NP0446.geopotential number by the normal gravity value computed on the
 NP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0446.degrees latitude (g = 980.6199 gals.).
 NP0446
 NP0446.The modeled gravity was interpolated from observed gravity values.
 NP0446
 NP0446;                    North         East    Units  Estimated Accuracy
 NP0446;SPC NE       -   316,200.      195,570.      MT  (+/- 180 meters Scaled)
 NP0446
 NP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH055196(NAD 83)
 NP0446
 NP0446                          SUPERSEDED SURVEY CONTROL
 NP0446
 NP0446  NGVD 29 (??/??/92) 1333.347  (m)         4374.49   (f) ADJ UNCH    1 2
 NP0446
 NP0446.Superseded values are not recommended for survey control.
 NP0446
 NP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0446.See file dsdata.pdf to determine how the superseded data were derived.
 NP0446
 NP0446_MARKER: DB = BENCH MARK DISK
 NP0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0446_STAMPING: S 340 1954
 NP0446_MARK LOGO: CGS
 NP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0446+STABILITY: SURFACE MOTION
 NP0446
 NP0446  HISTORY     - Date     Condition        Report By
 NP0446  HISTORY     - 1954     MONUMENTED       CGS
 NP0446
 NP0446                          STATION DESCRIPTION
 NP0446
 NP0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0446'10.4 MI SE FROM HARRISON.
 NP0446'10.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0446'FROM THE STATION AT HARRISON, 1 POLE WEST OF MILEPOST 450, 189
 NP0446'FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 15 FEET
 NP0446'NORTHWEST OF A TELEPHONE POLE, 32 FEET SOUTH OF THE SOUTH RAIL,
 NP0446'2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST,
 NP0446'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 NP0446'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0453 ***********************************************************************
 NP0453  DESIGNATION -  S 341
 NP0453  PID         -  NP0453
 NP0453  STATE/COUNTY-  NE/SIOUX
 NP0453  COUNTRY     -  US
 NP0453  USGS QUAD   -  HARRISON EAST (2017)
 NP0453
 NP0453                         *CURRENT SURVEY CONTROL
 NP0453  ______________________________________________________________________
 NP0453* NAD 83(1986) POSITION- 42 40 18.     (N) 103 48 14.     (W)   SCALED
 NP0453* NAVD 88 ORTHO HEIGHT -  1429.215 (meters)     4689.02  (feet) ADJUSTED
 NP0453  ______________________________________________________________________
 NP0453  GEOID HEIGHT    -        -16.383 (meters)                     GEOID18
 NP0453  DYNAMIC HEIGHT  -       1428.369 (meters)     4686.24  (feet) COMP
 NP0453  MODELED GRAVITY -    979,978.7   (mgal)                       NAVD 88
 NP0453
 NP0453  VERT ORDER      -  FIRST     CLASS II
 NP0453
 NP0453.The horizontal coordinates were scaled from a map and have
 NP0453.an estimated accuracy of +/- 6 seconds.
 NP0453
 NP0453.The orthometric height was determined by differential leveling and
 NP0453.adjusted by the NATIONAL GEODETIC SURVEY
 NP0453.in June 1991.
 NP0453
 NP0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0453.GEOID18 height accuracy estimate available here.
 NP0453
 NP0453.Click photographs - Photos may exist for this station.
 NP0453
 NP0453.The dynamic height is computed by dividing the NAVD 88
 NP0453.geopotential number by the normal gravity value computed on the
 NP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0453.degrees latitude (g = 980.6199 gals.).
 NP0453
 NP0453.The modeled gravity was interpolated from observed gravity values.
 NP0453
 NP0453;                    North         East    Units  Estimated Accuracy
 NP0453;SPC NE       -   322,010.      188,320.      MT  (+/- 180 meters Scaled)
 NP0453
 NP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH980250(NAD 83)
 NP0453
 NP0453                          SUPERSEDED SURVEY CONTROL
 NP0453
 NP0453  NGVD 29 (??/??/92) 1428.534  (m)         4686.78   (f) ADJ UNCH    1 2
 NP0453
 NP0453.Superseded values are not recommended for survey control.
 NP0453
 NP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0453.See file dsdata.pdf to determine how the superseded data were derived.
 NP0453
 NP0453_MARKER: DB = BENCH MARK DISK
 NP0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0453_STAMPING: S 341 1954
 NP0453_MARK LOGO: CGS
 NP0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0453+STABILITY: SURFACE MOTION
 NP0453
 NP0453  HISTORY     - Date     Condition        Report By
 NP0453  HISTORY     - 1954     MONUMENTED       CGS
 NP0453
 NP0453                          STATION DESCRIPTION
 NP0453
 NP0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0453'4.4 MI SE FROM HARRISON.
 NP0453'4.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0453'FROM THE STATION AT HARRISON, 52 FEET SOUTHWEST OF THE SOUTHWEST
 NP0453'RAIL, 45.5 FEET NORTHEAST OF A FENCE, 112 FEET NORTHWEST OF
 NP0453'MILEPOST 456, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0453'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0333 ***********************************************************************
 NP0333  DESIGNATION -  S 342
 NP0333  PID         -  NP0333
 NP0333  STATE/COUNTY-  NE/BOX BUTTE
 NP0333  COUNTRY     -  US
 NP0333  USGS QUAD   -  HEMINGFORD (2017)
 NP0333
 NP0333                         *CURRENT SURVEY CONTROL
 NP0333  ______________________________________________________________________
 NP0333* NAD 83(1986) POSITION- 42 15 32.     (N) 103 00 53.     (W)   SCALED
 NP0333* NAVD 88 ORTHO HEIGHT -  1271.910 (meters)     4172.92  (feet) ADJUSTED
 NP0333  ______________________________________________________________________
 NP0333  GEOID HEIGHT    -        -18.383 (meters)                     GEOID18
 NP0333  DYNAMIC HEIGHT  -       1271.167 (meters)     4170.49  (feet) COMP
 NP0333  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 NP0333
 NP0333  VERT ORDER      -  FIRST     CLASS II
 NP0333
 NP0333.The horizontal coordinates were scaled from a map and have
 NP0333.an estimated accuracy of +/- 6 seconds.
 NP0333
 NP0333.The orthometric height was determined by differential leveling and
 NP0333.adjusted by the NATIONAL GEODETIC SURVEY
 NP0333.in June 1991.
 NP0333
 NP0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0333.GEOID18 height accuracy estimate available here.
 NP0333
 NP0333.Click photographs - Photos may exist for this station.
 NP0333
 NP0333.The dynamic height is computed by dividing the NAVD 88
 NP0333.geopotential number by the normal gravity value computed on the
 NP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0333.degrees latitude (g = 980.6199 gals.).
 NP0333
 NP0333.The modeled gravity was interpolated from observed gravity values.
 NP0333
 NP0333;                    North         East    Units  Estimated Accuracy
 NP0333;SPC NE       -   273,640.      251,360.      MT  (+/- 180 meters Scaled)
 NP0333
 NP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG637804(NAD 83)
 NP0333
 NP0333                          SUPERSEDED SURVEY CONTROL
 NP0333
 NP0333  NGVD 29 (??/??/92) 1271.306  (m)         4170.94   (f) ADJ UNCH    1 2
 NP0333
 NP0333.Superseded values are not recommended for survey control.
 NP0333
 NP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0333.See file dsdata.pdf to determine how the superseded data were derived.
 NP0333
 NP0333_MARKER: DB = BENCH MARK DISK
 NP0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0333_STAMPING: S 342 1956
 NP0333_MARK LOGO: CGS
 NP0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0333+STABILITY: SURFACE MOTION
 NP0333
 NP0333  HISTORY     - Date     Condition        Report By
 NP0333  HISTORY     - 1956     MONUMENTED       CGS
 NP0333  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0333
 NP0333                          STATION DESCRIPTION
 NP0333
 NP0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0333'5.4 MI SE FROM HEMINGFORD.
 NP0333'5.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0333'RAILROAD FROM THE STATION AT HEMINGFORD, 11 POLES NORTHWEST OF
 NP0333'MILEPOST 379, 4 POLES NORTHWEST OF A ROAD CROSSING, 58 FEET
 NP0333'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 2, 28.6 FEET
 NP0333'SOUTHWEST OF THE SOUTHWEST RAIL, 2.6 FEET SOUTHEAST OF A WITNESS
 NP0333'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0333'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 3, TOWNSHIP
 NP0333'26 NORTH, RANGE 49 WEST.
 NP0333
 NP0333                          STATION RECOVERY (1985)
 NP0333
 NP0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0333'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0301 ***********************************************************************
 NP0301  DESIGNATION -  S 343
 NP0301  PID         -  NP0301
 NP0301  STATE/COUNTY-  NE/DAWES
 NP0301  COUNTRY     -  US
 NP0301  USGS QUAD   -  BELMONT (2017)
 NP0301
 NP0301                         *CURRENT SURVEY CONTROL
 NP0301  ______________________________________________________________________
 NP0301* NAD 83(1986) POSITION- 42 37 07.     (N) 103 21 15.     (W)   SCALED
 NP0301* NAVD 88 ORTHO HEIGHT -  1239.471 (meters)     4066.50  (feet) ADJUSTED
 NP0301  ______________________________________________________________________
 NP0301  GEOID HEIGHT    -        -17.741 (meters)                     GEOID18
 NP0301  DYNAMIC HEIGHT  -       1238.771 (meters)     4064.20  (feet) COMP
 NP0301  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 NP0301
 NP0301  VERT ORDER      -  FIRST     CLASS II
 NP0301
 NP0301.The horizontal coordinates were scaled from a map and have
 NP0301.an estimated accuracy of +/- 6 seconds.
 NP0301
 NP0301.The orthometric height was determined by differential leveling and
 NP0301.adjusted by the NATIONAL GEODETIC SURVEY
 NP0301.in June 1991.
 NP0301
 NP0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0301.GEOID18 height accuracy estimate available here.
 NP0301
 NP0301.Click photographs - Photos may exist for this station.
 NP0301
 NP0301.The dynamic height is computed by dividing the NAVD 88
 NP0301.geopotential number by the normal gravity value computed on the
 NP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0301.degrees latitude (g = 980.6199 gals.).
 NP0301
 NP0301.The modeled gravity was interpolated from observed gravity values.
 NP0301
 NP0301;                    North         East    Units  Estimated Accuracy
 NP0301;SPC NE       -   314,590.      224,920.      MT  (+/- 180 meters Scaled)
 NP0301
 NP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349197(NAD 83)
 NP0301
 NP0301                          SUPERSEDED SURVEY CONTROL
 NP0301
 NP0301  NGVD 29 (??/??/92) 1238.870  (m)         4064.53   (f) ADJ UNCH    1 2
 NP0301
 NP0301.Superseded values are not recommended for survey control.
 NP0301
 NP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0301.See file dsdata.pdf to determine how the superseded data were derived.
 NP0301
 NP0301_MARKER: DB = BENCH MARK DISK
 NP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0301_STAMPING: S 343 1956
 NP0301_MARK LOGO: CGS
 NP0301_PROJECTION: PROJECTING 4 CENTIMETERS
 NP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0301+STABILITY: SURFACE MOTION
 NP0301
 NP0301  HISTORY     - Date     Condition        Report By
 NP0301  HISTORY     - 1956     MONUMENTED       CGS
 NP0301  HISTORY     - 1985     GOOD             NGS
 NP0301
 NP0301                          STATION DESCRIPTION
 NP0301
 NP0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0301'6.2 MI SE FROM CRAWFORD.
 NP0301'6.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0301'RAILROAD FROM THE STATION AT CRAWFORD, 12 POLES SOUTHWEST OF
 NP0301'MILEPOST 417, 53.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET
 NP0301'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, AT THE
 NP0301'NORTHEAST END OF A CUT, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0301'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 31, TOWNSHIP 31
 NP0301'NORTH, RANGE 51 WEST.
 NP0301
 NP0301                          STATION RECOVERY (1985)
 NP0301
 NP0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0301'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0301'BURLINGTON NORTHERN RAILROAD AND ADD--11.77 METERS (38.6 FT) NORTHWEST
 NP0301'OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0156 ***********************************************************************
 MN0156  DESIGNATION -  S 344
 MN0156  PID         -  MN0156
 MN0156  STATE/COUNTY-  NE/MORRILL
 MN0156  COUNTRY     -  US
 MN0156  USGS QUAD   -  ANGORA SE (2017)
 MN0156
 MN0156                         *CURRENT SURVEY CONTROL
 MN0156  ______________________________________________________________________
 MN0156* NAD 83(1986) POSITION- 41 48 13.     (N) 103 05 51.     (W)   SCALED
 MN0156* NAVD 88 ORTHO HEIGHT -  1248.896 (meters)     4097.42  (feet) POSTED
 MN0156  ______________________________________________________________________
 MN0156  GEOID HEIGHT    -        -19.272 (meters)                     GEOID18
 MN0156  DYNAMIC HEIGHT  -       1248.10  (meters)     4094.8   (feet) COMP
 MN0156  MODELED GRAVITY -    979,942.3   (mgal)                       NAVD 88
 MN0156
 MN0156  VERT ORDER      -  * POSTED, SEE BELOW
 MN0156
 MN0156.The horizontal coordinates were scaled from a map and have
 MN0156.an estimated accuracy of +/- 6 seconds.
 MN0156
 MN0156.The orthometric height was determined by differential leveling
 MN0156.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0156
 MN0156.* This is a POSTED BENCH MARK height.
 MN0156
 MN0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0156.GEOID18 height accuracy estimate available here.
 MN0156
 MN0156.Click photographs - Photos may exist for this station.
 MN0156
 MN0156.The dynamic height is computed by dividing the NAVD 88
 MN0156.geopotential number by the normal gravity value computed on the
 MN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0156.degrees latitude (g = 980.6199 gals.).
 MN0156
 MN0156.The modeled gravity was interpolated from observed gravity values.
 MN0156
 MN0156;                    North         East    Units  Estimated Accuracy
 MN0156;SPC NE       -   223,360.      242,720.      MT  (+/- 180 meters Scaled)
 MN0156
 MN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG580297(NAD 83)
 MN0156
 MN0156                          SUPERSEDED SURVEY CONTROL
 MN0156
 MN0156  NGVD 29 (??/??/92) 1248.278  (m)         4095.39   (f) ADJ UNCH    1 2
 MN0156
 MN0156.Superseded values are not recommended for survey control.
 MN0156
 MN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0156.See file dsdata.pdf to determine how the superseded data were derived.
 MN0156
 MN0156_MARKER: DB = BENCH MARK DISK
 MN0156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MN0156_STAMPING: S 344 1956
 MN0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0156
 MN0156  HISTORY     - Date     Condition        Report By
 MN0156  HISTORY     - 1956     MONUMENTED       CGS
 MN0156  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0156
 MN0156                          STATION DESCRIPTION
 MN0156
 MN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0156'3.8 MI S FROM ANGORA.
 MN0156'3.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0156'FROM THE STATION AT ANGORA, 14 POLES NORTHEAST OF MILEPOST 26,
 MN0156'AT A PRIVATE ROAD CROSSING, 95 FEET NORTHWEST OF THE NORTHWEST
 MN0156'RAIL, 24 FEET SOUTHWEST OF THE CENTER OF A STEEL GATE, 2 FEET
 MN0156'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, CLAMPED
 MN0156'ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN
 MN0156'16 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS
 MN0156'0.3 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 21 NORTH,
 MN0156'RANGE 50 WEST.
 MN0156
 MN0156                          STATION RECOVERY (1985)
 MN0156
 MN0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0156'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1715 ***********************************************************************
 MK1715  DESIGNATION -  S 345
 MK1715  PID         -  MK1715
 MK1715  STATE/COUNTY-  NE/PLATTE
 MK1715  COUNTRY     -  US
 MK1715  USGS QUAD   -  LINDSAY (2017)
 MK1715
 MK1715                         *CURRENT SURVEY CONTROL
 MK1715  ______________________________________________________________________
 MK1715* NAD 83(1986) POSITION- 41 38 56.     (N) 097 38 21.     (W)   SCALED
 MK1715* NAVD 88 ORTHO HEIGHT -   499.647 (meters)     1639.26  (feet) ADJUSTED
 MK1715  ______________________________________________________________________
 MK1715  GEOID HEIGHT    -        -24.765 (meters)                     GEOID18
 MK1715  DYNAMIC HEIGHT  -        499.430 (meters)     1638.55  (feet) COMP
 MK1715  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 MK1715
 MK1715  VERT ORDER      -  SECOND    CLASS 0
 MK1715
 MK1715.The horizontal coordinates were scaled from a map and have
 MK1715.an estimated accuracy of +/- 6 seconds.
 MK1715
 MK1715.The orthometric height was determined by differential leveling and
 MK1715.adjusted by the NATIONAL GEODETIC SURVEY
 MK1715.in June 1991.
 MK1715
 MK1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1715.GEOID18 height accuracy estimate available here.
 MK1715
 MK1715.Click photographs - Photos may exist for this station.
 MK1715
 MK1715.The dynamic height is computed by dividing the NAVD 88
 MK1715.geopotential number by the normal gravity value computed on the
 MK1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1715.degrees latitude (g = 980.6199 gals.).
 MK1715
 MK1715.The modeled gravity was interpolated from observed gravity values.
 MK1715
 MK1715;                    North         East    Units  Estimated Accuracy
 MK1715;SPC NE       -   204,260.      696,580.      MT  (+/- 180 meters Scaled)
 MK1715
 MK1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM133116(NAD 83)
 MK1715
 MK1715                          SUPERSEDED SURVEY CONTROL
 MK1715
 MK1715  NGVD 29 (??/??/92)  499.449  (m)         1638.61   (f) ADJ UNCH    2 0
 MK1715
 MK1715.Superseded values are not recommended for survey control.
 MK1715
 MK1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1715.See file dsdata.pdf to determine how the superseded data were derived.
 MK1715
 MK1715_MARKER: DB = BENCH MARK DISK
 MK1715_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1715_SP_SET: PUMP FOUNDATION
 MK1715_STAMPING: S 345 1957
 MK1715_MARK LOGO: CGS
 MK1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1715+STABILITY: SURFACE MOTION
 MK1715
 MK1715  HISTORY     - Date     Condition        Report By
 MK1715  HISTORY     - 1957     MONUMENTED       CGS
 MK1715  HISTORY     - 1989     GOOD             LOCSUR
 MK1715  HISTORY     - 20221219 MARK NOT FOUND   NEPPD
 MK1715
 MK1715                          STATION DESCRIPTION
 MK1715
 MK1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1715'6 MI SE FROM LINDSAY.
 MK1715'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1715'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1715'SOUTHEAST ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH,
 MK1715'THENCE 1.3 MILES SOUTHEAST ALONG A WINDING ROAD, THENCE 0.6
 MK1715'MILE SOUTH ALONG A ROAD, IN SECTION 3, T. 19 N., R. 3 W.,
 MK1715'76 FEET WEST OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTH
 MK1715'OF THE CENTER LINE OF A FARM ROAD WEST, 104 FEET SOUTHWEST
 MK1715'OF THE CENTER OF THE INTERSECTION OF THE ROADS, ABOUT LEVEL
 MK1715'WITH THE ROADS AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MK1715'CONCRETE FOUNDATION FOR A DEEP WELL PUMP.
 MK1715
 MK1715                          STATION RECOVERY (1989)
 MK1715
 MK1715'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1715'RECOVERED IN GOOD CONDITION.
 MK1715
 MK1715                          STATION RECOVERY (2022)
 MK1715
 MK1715'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1715'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0138 ***********************************************************************
 NO0138  DESIGNATION -  S 346
 NO0138  PID         -  NO0138
 NO0138  STATE/COUNTY-  NE/CHERRY
 NO0138  COUNTRY     -  US
 NO0138  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0138
 NO0138                         *CURRENT SURVEY CONTROL
 NO0138  ______________________________________________________________________
 NO0138* NAD 83(1986) POSITION- 42 55 14.     (N) 100 44 11.     (W)   SCALED
 NO0138* NAVD 88 ORTHO HEIGHT -   811.006 (meters)     2660.78  (feet) ADJUSTED
 NO0138  ______________________________________________________________________
 NO0138  GEOID HEIGHT    -        -21.514 (meters)                     GEOID18
 NO0138  DYNAMIC HEIGHT  -        810.681 (meters)     2659.71  (feet) COMP
 NO0138  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 NO0138
 NO0138  VERT ORDER      -  FIRST     CLASS II
 NO0138
 NO0138.The horizontal coordinates were scaled from a map and have
 NO0138.an estimated accuracy of +/- 6 seconds.
 NO0138
 NO0138.The orthometric height was determined by differential leveling and
 NO0138.adjusted by the NATIONAL GEODETIC SURVEY
 NO0138.in June 1991.
 NO0138
 NO0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0138.GEOID18 height accuracy estimate available here.
 NO0138
 NO0138.Click photographs - Photos may exist for this station.
 NO0138
 NO0138.The dynamic height is computed by dividing the NAVD 88
 NO0138.geopotential number by the normal gravity value computed on the
 NO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0138.degrees latitude (g = 980.6199 gals.).
 NO0138
 NO0138.The modeled gravity was interpolated from observed gravity values.
 NO0138
 NO0138;                    North         East    Units  Estimated Accuracy
 NO0138;SPC NE       -   343,050.      439,880.      MT  (+/- 180 meters Scaled)
 NO0138
 NO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN582534(NAD 83)
 NO0138
 NO0138                          SUPERSEDED SURVEY CONTROL
 NO0138
 NO0138  NGVD 29 (??/??/92)  810.701  (m)         2659.77   (f) ADJ UNCH    1 2
 NO0138
 NO0138.Superseded values are not recommended for survey control.
 NO0138
 NO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0138.See file dsdata.pdf to determine how the superseded data were derived.
 NO0138
 NO0138_MARKER: DB = BENCH MARK DISK
 NO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0138_STAMPING: S 346 1957
 NO0138_MARK LOGO: CGS
 NO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0138+STABILITY: SURFACE MOTION
 NO0138
 NO0138  HISTORY     - Date     Condition        Report By
 NO0138  HISTORY     - 1957     MONUMENTED       CGS
 NO0138
 NO0138                          STATION DESCRIPTION
 NO0138
 NO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0138'1 MI E FROM CROOKSTON.
 NO0138'ABOUT 0.95 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0138'FROM THE STATION AT CROOKSTON, IN SECTION 16, T. 34 N., R. 29 W.,
 NO0138'32 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 91 FEET NORTHEAST
 NO0138'OF THE CENTER LINE OF U.S. HIGHWAY 20, 70 FEET NORTHEAST OF THE
 NO0138'NORTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY,
 NO0138'3 FEET NORTHEAST OF THE SEVENTH POLE SOUTHEAST OF MILE POST 280,
 NO0138'ABOUT 1 FOOT LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE
 NO0138'POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0269 ***********************************************************************
 NP0269  DESIGNATION -  S 347
 NP0269  PID         -  NP0269
 NP0269  STATE/COUNTY-  NE/DAWES
 NP0269  COUNTRY     -  US
 NP0269  USGS QUAD   -  CRAWFORD (2017)
 NP0269
 NP0269                         *CURRENT SURVEY CONTROL
 NP0269  ______________________________________________________________________
 NP0269* NAD 83(1986) POSITION- 42 42 15.     (N) 103 24 18.     (W)   SCALED
 NP0269* NAVD 88 ORTHO HEIGHT -  1104.828 (meters)     3624.76  (feet) ADJUSTED
 NP0269  ______________________________________________________________________
 NP0269  GEOID HEIGHT    -        -17.552 (meters)                     GEOID18
 NP0269  DYNAMIC HEIGHT  -       1104.237 (meters)     3622.82  (feet) COMP
 NP0269  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 NP0269
 NP0269  VERT ORDER      -  FIRST     CLASS II
 NP0269
 NP0269.The horizontal coordinates were scaled from a map and have
 NP0269.an estimated accuracy of +/- 6 seconds.
 NP0269
 NP0269.The orthometric height was determined by differential leveling and
 NP0269.adjusted by the NATIONAL GEODETIC SURVEY
 NP0269.in July 2002.
 NP0269
 NP0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0269.GEOID18 height accuracy estimate available here.
 NP0269
 NP0269.Click photographs - Photos may exist for this station.
 NP0269
 NP0269.The dynamic height is computed by dividing the NAVD 88
 NP0269.geopotential number by the normal gravity value computed on the
 NP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0269.degrees latitude (g = 980.6199 gals.).
 NP0269
 NP0269.The modeled gravity was interpolated from observed gravity values.
 NP0269
 NP0269;                    North         East    Units  Estimated Accuracy
 NP0269;SPC NE       -   324,250.      221,130.      MT  (+/- 180 meters Scaled)
 NP0269
 NP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH306291(NAD 83)
 NP0269
 NP0269                          SUPERSEDED SURVEY CONTROL
 NP0269
 NP0269  NAVD 88 (06/15/91) 1104.819  (m)         3624.73   (f) SUPERSEDED  1 2
 NP0269  NGVD 29 (??/??/92) 1104.224  (m)         3622.77   (f) ADJ UNCH    1 2
 NP0269
 NP0269.Superseded values are not recommended for survey control.
 NP0269
 NP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0269.See file dsdata.pdf to determine how the superseded data were derived.
 NP0269
 NP0269_MARKER: DB = BENCH MARK DISK
 NP0269_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0269_SP_SET: RAILROAD ABUTMENT
 NP0269_STAMPING: S 347 1957
 NP0269_MARK LOGO: CGS
 NP0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0269+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0269
 NP0269  HISTORY     - Date     Condition        Report By
 NP0269  HISTORY     - 1957     MONUMENTED       CGS
 NP0269  HISTORY     - 1985     GOOD             NGS
 NP0269  HISTORY     - 19991006 GOOD             NGS
 NP0269
 NP0269                          STATION DESCRIPTION
 NP0269
 NP0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0269'1.4 MI NE FROM CRAWFORD.
 NP0269'ABOUT 1.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0269'RAILWAY FROM THE STATION AT CRAWFORD, IN SECTION 34, T. 32 N.,
 NP0269'R. 52 W, 7 1/2 POLES SOUTHWEST OF MILEPOST 431, 8 FEET NORTHWEST
 NP0269'OF THE NORTHWEST RAIL, 3 FEET BELOW THE RAIL, 0.1 MILE SOUTHWEST
 NP0269'OF THE CROSSING OF STATE HIGHWAY 2, IN THE TOP OF THE NORTHWEST
 NP0269'END OF THE BRIDGE SEAT OF THE SOUTHWEST ABUTMENT OF BRIDGE 700.
 NP0269
 NP0269                          STATION RECOVERY (1985)
 NP0269
 NP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0269'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0269'MAIN STREET AT CRAWFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG STATE
 NP0269'ROUTE 71 TO THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD, THENCE
 NP0269'0.16 KM (0.1 MI) SOUTHWEST ALONG THE RAILROAD, IN TOP OF THE
 NP0269'NORTHWEST END OF THE BRIDGE SEAT OF THE SOUTHWEST ABUTMENT OF THE
 NP0269'RAILROAD BRIDGE 700, 2.4 METERS (8 FT) NORTHWEST OF THE NORTHWEST
 NP0269'RAIL.
 NP0269'THE MARK IS 0.9 M BELOW THE RAILS.
 NP0269
 NP0269                          STATION RECOVERY (1999)
 NP0269
 NP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0269'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0269'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0269'THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 0.1
 NP0269'KM (0.05 MI) SOUTHEASTERLY ALONG THE DAKOTA MINNESOTA AND EASTERN
 NP0269'RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) SOUTHEAST OF THE NORTHWEST END
 NP0269'OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 700
 NP0269'SPANNING THE WHITE RIVER, 2.6 FT) NORTHWEST OF THE NEAR RAIL, AND 1.0
 NP0269'M (3.3 FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE MONUMENT IS ON
 NP0269'PROPERTY OWNED BY DAKOTA MINNESOTA AND EASTERN RAILROAD, CONTACT--TIM
 NP0269'CARLSON, P.O.BOX 178, BROOKINGS, SD 57006, TELEPHONE NUMBER (605)
 NP0269'697-2434.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0238 ***********************************************************************
 NP0238  DESIGNATION -  S 348
 NP0238  PID         -  NP0238
 NP0238  STATE/COUNTY-  NE/DAWES
 NP0238  COUNTRY     -  US
 NP0238  USGS QUAD   -  CHADRON WEST (2017)
 NP0238
 NP0238                         *CURRENT SURVEY CONTROL
 NP0238  ______________________________________________________________________
 NP0238* NAD 83(1986) POSITION- 42 50 20.     (N) 103 01 55.     (W)   SCALED
 NP0238* NAVD 88 ORTHO HEIGHT -  1016.049 (meters)     3333.49  (feet) ADJUSTED
 NP0238  ______________________________________________________________________
 NP0238  GEOID HEIGHT    -        -17.981 (meters)                     GEOID18
 NP0238  DYNAMIC HEIGHT  -       1015.547 (meters)     3331.84  (feet) COMP
 NP0238  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 NP0238
 NP0238  VERT ORDER      -  FIRST     CLASS II
 NP0238
 NP0238.The horizontal coordinates were scaled from a map and have
 NP0238.an estimated accuracy of +/- 6 seconds.
 NP0238
 NP0238.The orthometric height was determined by differential leveling and
 NP0238.adjusted by the NATIONAL GEODETIC SURVEY
 NP0238.in June 1991.
 NP0238
 NP0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0238.GEOID18 height accuracy estimate available here.
 NP0238
 NP0238.Click photographs - Photos may exist for this station.
 NP0238
 NP0238.The dynamic height is computed by dividing the NAVD 88
 NP0238.geopotential number by the normal gravity value computed on the
 NP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0238.degrees latitude (g = 980.6199 gals.).
 NP0238
 NP0238.The modeled gravity was interpolated from observed gravity values.
 NP0238
 NP0238;                    North         East    Units  Estimated Accuracy
 NP0238;SPC NE       -   338,070.      252,200.      MT  (+/- 180 meters Scaled)
 NP0238
 NP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH608448(NAD 83)
 NP0238
 NP0238                          SUPERSEDED SURVEY CONTROL
 NP0238
 NP0238  NGVD 29 (??/??/92) 1015.506  (m)         3331.71   (f) ADJ UNCH    1 2
 NP0238
 NP0238.Superseded values are not recommended for survey control.
 NP0238
 NP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0238.See file dsdata.pdf to determine how the superseded data were derived.
 NP0238
 NP0238_MARKER: DB = BENCH MARK DISK
 NP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0238_STAMPING: S 348 1957
 NP0238_MARK LOGO: CGS
 NP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0238+STABILITY: SURFACE MOTION
 NP0238
 NP0238  HISTORY     - Date     Condition        Report By
 NP0238  HISTORY     - 1957     MONUMENTED       CGS
 NP0238
 NP0238                          STATION DESCRIPTION
 NP0238
 NP0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0238'1.9 MI W FROM CHADRON.
 NP0238'ABOUT 1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0238'FROM THE STATION AT CHARDON, IN SECTION 13, T. 33 N., R. 49 W.,
 NP0238'85 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM THE FOURTH
 NP0238'POLE WEST OF MILEPOST 408, 39 FEET NORTH OF THE NORTH RAIL,
 NP0238'16 FEET SOUTHEAST OF A TELEPHONE POLE, 11 FEET SOUTH OF A FENCE
 NP0238'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NP0238'WITH THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0238'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0324 ***********************************************************************
 NP0324  DESIGNATION -  S 349
 NP0324  PID         -  NP0324
 NP0324  STATE/COUNTY-  NE/DAWES
 NP0324  COUNTRY     -  US
 NP0324  USGS QUAD   -  WAYSIDE (2017)
 NP0324
 NP0324                         *CURRENT SURVEY CONTROL
 NP0324  ______________________________________________________________________
 NP0324* NAD 83(1986) POSITION- 42 55 44.     (N) 103 11 26.     (W)   SCALED
 NP0324* NAVD 88 ORTHO HEIGHT -  1046.800 (meters)     3434.38  (feet) ADJUSTED
 NP0324  ______________________________________________________________________
 NP0324  GEOID HEIGHT    -        -17.518 (meters)                     GEOID18
 NP0324  DYNAMIC HEIGHT  -       1046.305 (meters)     3432.75  (feet) COMP
 NP0324  MODELED GRAVITY -    980,111.3   (mgal)                       NAVD 88
 NP0324
 NP0324  VERT ORDER      -  SECOND    CLASS 0
 NP0324
 NP0324.The horizontal coordinates were scaled from a map and have
 NP0324.an estimated accuracy of +/- 6 seconds.
 NP0324
 NP0324.The orthometric height was determined by differential leveling and
 NP0324.adjusted by the NATIONAL GEODETIC SURVEY
 NP0324.in June 1991.
 NP0324
 NP0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0324.GEOID18 height accuracy estimate available here.
 NP0324
 NP0324.Click photographs - Photos may exist for this station.
 NP0324
 NP0324.The dynamic height is computed by dividing the NAVD 88
 NP0324.geopotential number by the normal gravity value computed on the
 NP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0324.degrees latitude (g = 980.6199 gals.).
 NP0324
 NP0324.The modeled gravity was interpolated from observed gravity values.
 NP0324
 NP0324;                    North         East    Units  Estimated Accuracy
 NP0324;SPC NE       -   348,530.      239,610.      MT  (+/- 180 meters Scaled)
 NP0324
 NP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH476545(NAD 83)
 NP0324
 NP0324                          SUPERSEDED SURVEY CONTROL
 NP0324
 NP0324  NGVD 29 (??/??/92) 1046.245  (m)         3432.56   (f) ADJ UNCH    2 0
 NP0324
 NP0324.Superseded values are not recommended for survey control.
 NP0324
 NP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0324.See file dsdata.pdf to determine how the superseded data were derived.
 NP0324
 NP0324_MARKER: DB = BENCH MARK DISK
 NP0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0324_STAMPING: S 349 1957
 NP0324_MARK LOGO: CGS
 NP0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0324+STABILITY: SURFACE MOTION
 NP0324
 NP0324  HISTORY     - Date     Condition        Report By
 NP0324  HISTORY     - 1957     MONUMENTED       CGS
 NP0324
 NP0324                          STATION DESCRIPTION
 NP0324
 NP0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0324'5 MI SE FROM WAYSIDE.
 NP0324'ABOUT 5.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0324'RAILWAY FROM THE STATION AT WAYSIDE, 143 FEET NORTHEAST AND
 NP0324'ACROSS THE TRACK FROM THE FIRST POLE NORTHWEST OF MILEPOST 7,
 NP0324'92 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHWEST OF
 NP0324'THE FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NP0324'4 FEET BELOW THE RAIL, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0324'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0524 ***********************************************************************
 NN0524  DESIGNATION -  S 35
 NN0524  PID         -  NN0524
 NN0524  STATE/COUNTY-  NE/KEYA PAHA
 NN0524  COUNTRY     -  US
 NN0524  USGS QUAD   -  MEADVILLE NE (2017)
 NN0524
 NN0524                         *CURRENT SURVEY CONTROL
 NN0524  ______________________________________________________________________
 NN0524* NAD 83(1986) POSITION- 42 57 14.     (N) 099 46 06.     (W)   SCALED
 NN0524* NAVD 88 ORTHO HEIGHT -   678.927 (meters)     2227.45  (feet) ADJUSTED
 NN0524  ______________________________________________________________________
 NN0524  GEOID HEIGHT    -        -24.031 (meters)                     GEOID18
 NN0524  DYNAMIC HEIGHT  -        678.666 (meters)     2226.59  (feet) COMP
 NN0524  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 NN0524
 NN0524  VERT ORDER      -  SECOND    CLASS 0
 NN0524
 NN0524.The horizontal coordinates were scaled from a map and have
 NN0524.an estimated accuracy of +/- 6 seconds.
 NN0524
 NN0524.The orthometric height was determined by differential leveling and
 NN0524.adjusted by the NATIONAL GEODETIC SURVEY
 NN0524.in June 1991.
 NN0524
 NN0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0524.GEOID18 height accuracy estimate available here.
 NN0524
 NN0524.Click photographs - Photos may exist for this station.
 NN0524
 NN0524.The dynamic height is computed by dividing the NAVD 88
 NN0524.geopotential number by the normal gravity value computed on the
 NN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0524.degrees latitude (g = 980.6199 gals.).
 NN0524
 NN0524.The modeled gravity was interpolated from observed gravity values.
 NN0524
 NN0524;                    North         East    Units  Estimated Accuracy
 NN0524;SPC NE       -   346,520.      518,900.      MT  (+/- 180 meters Scaled)
 NN0524
 NN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN373559(NAD 83)
 NN0524
 NN0524                          SUPERSEDED SURVEY CONTROL
 NN0524
 NN0524  NGVD 29 (??/??/92)  678.633  (m)         2226.48   (f) ADJ UNCH    2 0
 NN0524
 NN0524.Superseded values are not recommended for survey control.
 NN0524
 NN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0524.See file dsdata.pdf to determine how the superseded data were derived.
 NN0524
 NN0524_MARKER: DB = BENCH MARK DISK
 NN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0524_STAMPING: S 35 1934
 NN0524_MARK LOGO: CGS
 NN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0524+STABILITY: SURFACE MOTION
 NN0524
 NN0524  HISTORY     - Date     Condition        Report By
 NN0524  HISTORY     - 1934     MONUMENTED       CGS
 NN0524
 NN0524                          STATION DESCRIPTION
 NN0524
 NN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0524'9.8 MI N FROM SPRINGVIEW.
 NN0524'S-35 IS LOCATED 9.8 MILES NORTH OF COURTHOUSE AT SPRINGVIEW, 3.0
 NN0524'MILES SOUTH OF STATE LINE, 35 FEET WEST OF CENTERLINE OF U.S.
 NN0524'HWY. 83, 32 FEET SOUTH OF CENTERLINE OF SECTION LINE ROAD,
 NN0524'8 FEET SOUTH OF CORNER OF FENCE, 1.5 FEET EAST OF FENCE SOUTH
 NN0524'BY HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 NN0524'HIGH.  STAMPED S 35 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0001 ***********************************************************************
 NP0001  DESIGNATION -  S 350
 NP0001  PID         -  NP0001
 NP0001  STATE/COUNTY-  NE/CHERRY
 NP0001  COUNTRY     -  US
 NP0001  USGS QUAD   -  GORDON SE (2017)
 NP0001
 NP0001                         *CURRENT SURVEY CONTROL
 NP0001  ______________________________________________________________________
 NP0001* NAD 83(1986) POSITION- 42 51 27.     (N) 102 00 03.     (W)   SCALED
 NP0001* NAVD 88 ORTHO HEIGHT -  1072.110 (meters)     3517.41  (feet) ADJUSTED
 NP0001  ______________________________________________________________________
 NP0001  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 NP0001  DYNAMIC HEIGHT  -       1071.610 (meters)     3515.77  (feet) COMP
 NP0001  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 NP0001
 NP0001  VERT ORDER      -  FIRST     CLASS II
 NP0001
 NP0001.The horizontal coordinates were scaled from a map and have
 NP0001.an estimated accuracy of +/- 6 seconds.
 NP0001
 NP0001.The orthometric height was determined by differential leveling and
 NP0001.adjusted by the NATIONAL GEODETIC SURVEY
 NP0001.in June 1991.
 NP0001
 NP0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0001.GEOID18 height accuracy estimate available here.
 NP0001
 NP0001.Click photographs - Photos may exist for this station.
 NP0001
 NP0001.The dynamic height is computed by dividing the NAVD 88
 NP0001.geopotential number by the normal gravity value computed on the
 NP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0001.degrees latitude (g = 980.6199 gals.).
 NP0001
 NP0001.The modeled gravity was interpolated from observed gravity values.
 NP0001
 NP0001;                    North         East    Units  Estimated Accuracy
 NP0001;SPC NE       -   337,680.      336,500.      MT  (+/- 180 meters Scaled)
 NP0001
 NP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH450493(NAD 83)
 NP0001
 NP0001                          SUPERSEDED SURVEY CONTROL
 NP0001
 NP0001  NGVD 29 (??/??/92) 1071.642  (m)         3515.88   (f) ADJ UNCH    1 2
 NP0001
 NP0001.Superseded values are not recommended for survey control.
 NP0001
 NP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0001.See file dsdata.pdf to determine how the superseded data were derived.
 NP0001
 NP0001_MARKER: DB = BENCH MARK DISK
 NP0001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0001_SP_SET: CULVERT HEADWALL
 NP0001_STAMPING: S 350 1957
 NP0001_MARK LOGO: CGS
 NP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0001+STABILITY: SURFACE MOTION
 NP0001
 NP0001  HISTORY     - Date     Condition        Report By
 NP0001  HISTORY     - 1957     MONUMENTED       CGS
 NP0001
 NP0001                          STATION DESCRIPTION
 NP0001
 NP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0001'10.7 MI NE FROM GORDON.
 NP0001'ABOUT 10.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0001'RAILWAY FROM THE STATION AT GORDON, IN T. 33, N., R. 40 W., AND
 NP0001'IN THE CENTER OF THE SOUTH SIDE OF SECTION 2., 7 1/2 TELEPHONE
 NP0001'POLES NORTHEAST OF MILEPOST 349, IN THE CENTER LINE OF A PRIVATE
 NP0001'ROAD CROSSING, AT A CONCRETE AND STEEL CATTLE GUARD, 48 1/2 FEET
 NP0001'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHWEST OF THE
 NP0001'SOUTHEAST RIGHT OF WAY FENCE, LEVEL WITH THE ROAD, AND IN THE
 NP0001'TOP AND CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF THE CATTLE
 NP0001'GUARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0033 ***********************************************************************
 NP0033  DESIGNATION -  S 351
 NP0033  PID         -  NP0033
 NP0033  STATE/COUNTY-  NE/SHERIDAN
 NP0033  COUNTRY     -  US
 NP0033  USGS QUAD   -  CLINTON (2017)
 NP0033
 NP0033                         *CURRENT SURVEY CONTROL
 NP0033  ______________________________________________________________________
 NP0033* NAD 83(1986) POSITION- 42 45 32.     (N) 102 20 49.     (W)   SCALED
 NP0033* NAVD 88 ORTHO HEIGHT -  1139.181 (meters)     3737.46  (feet) ADJUSTED
 NP0033  ______________________________________________________________________
 NP0033  GEOID HEIGHT    -        -18.241 (meters)                     GEOID18
 NP0033  DYNAMIC HEIGHT  -       1138.616 (meters)     3735.61  (feet) COMP
 NP0033  MODELED GRAVITY -    980,085.5   (mgal)                       NAVD 88
 NP0033
 NP0033  VERT ORDER      -  FIRST     CLASS II
 NP0033
 NP0033.The horizontal coordinates were scaled from a map and have
 NP0033.an estimated accuracy of +/- 6 seconds.
 NP0033
 NP0033.The orthometric height was determined by differential leveling and
 NP0033.adjusted by the NATIONAL GEODETIC SURVEY
 NP0033.in June 1991.
 NP0033
 NP0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0033.GEOID18 height accuracy estimate available here.
 NP0033
 NP0033.Click photographs - Photos may exist for this station.
 NP0033
 NP0033.The dynamic height is computed by dividing the NAVD 88
 NP0033.geopotential number by the normal gravity value computed on the
 NP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0033.degrees latitude (g = 980.6199 gals.).
 NP0033
 NP0033.The modeled gravity was interpolated from observed gravity values.
 NP0033
 NP0033;                    North         East    Units  Estimated Accuracy
 NP0033;SPC NE       -   327,450.      307,920.      MT  (+/- 180 meters Scaled)
 NP0033
 NP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH170374(NAD 83)
 NP0033
 NP0033                          SUPERSEDED SURVEY CONTROL
 NP0033
 NP0033  NGVD 29 (??/??/92) 1138.666  (m)         3735.77   (f) ADJ UNCH    1 2
 NP0033
 NP0033.Superseded values are not recommended for survey control.
 NP0033
 NP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0033.See file dsdata.pdf to determine how the superseded data were derived.
 NP0033
 NP0033_MARKER: DB = BENCH MARK DISK
 NP0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0033_SP_SET: ELEVATOR BASE
 NP0033_STAMPING: S 351 1957
 NP0033_MARK LOGO: CGS
 NP0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0033
 NP0033  HISTORY     - Date     Condition        Report By
 NP0033  HISTORY     - 1957     MONUMENTED       CGS
 NP0033
 NP0033                          STATION DESCRIPTION
 NP0033
 NP0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0033'AT CLINTON.
 NP0033'AT CLINTON, 140 FEET EAST OF THE EAST CORNER OF THE CHICAGO
 NP0033'AND NORTH WESTERN RAILWAY STATION AT CLINTON, IN T. 32 N., R. 43
 NP0033'W., SECTION 15., AT THE NORTHEAST CYLINDRICAL GRAIN ELEVATOR WHICH
 NP0033'IS ONE OF THREE ELEVATORS, 35 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 NP0033'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE NORTH SIDE OF A
 NP0033'OCTAGONAL SHAPED CONCRETE BASE OF THE ROUND STEEL ELEVATOR,
 NP0033'ABOUT 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0230 ***********************************************************************
 NP0230  DESIGNATION -  S 352
 NP0230  PID         -  NP0230
 NP0230  STATE/COUNTY-  NE/DAWES
 NP0230  COUNTRY     -  US
 NP0230  USGS QUAD   -  CHADRON EAST (2017)
 NP0230
 NP0230                         *CURRENT SURVEY CONTROL
 NP0230  ______________________________________________________________________
 NP0230* NAD 83(1986) POSITION- 42 49 50.93   (N) 102 59 14.35   (W)   HD_HELD1
 NP0230* NAVD 88 ORTHO HEIGHT -  1028.163 (meters)     3373.23  (feet) ADJUSTED
 NP0230  ______________________________________________________________________
 NP0230  GEOID HEIGHT    -        -17.992 (meters)                     GEOID18
 NP0230  DYNAMIC HEIGHT  -       1027.656 (meters)     3371.57  (feet) COMP
 NP0230  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 NP0230
 NP0230  VERT ORDER      -  FIRST     CLASS II
 NP0230
 NP0230.The horizontal coordinates were determined by differentially corrected
 NP0230.hand held GPS observations or other comparable positioning techniques
 NP0230.and have an estimated accuracy of +/- 3 meters.
 NP0230
 NP0230.The orthometric height was determined by differential leveling and
 NP0230.adjusted by the NATIONAL GEODETIC SURVEY
 NP0230.in June 1991.
 NP0230
 NP0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0230.GEOID18 height accuracy estimate available here.
 NP0230
 NP0230.Click photographs - Photos may exist for this station.
 NP0230
 NP0230.The dynamic height is computed by dividing the NAVD 88
 NP0230.geopotential number by the normal gravity value computed on the
 NP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0230.degrees latitude (g = 980.6199 gals.).
 NP0230
 NP0230.The modeled gravity was interpolated from observed gravity values.
 NP0230
 NP0230;                    North         East    Units  Estimated Accuracy
 NP0230;SPC NE       -   337,045.9     255,810.3     MT  (+/- 3 meters HH1 GPS) 
 NP0230
 NP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6450243991(NAD 83)
 NP0230
 NP0230                          SUPERSEDED SURVEY CONTROL
 NP0230
 NP0230  NGVD 29 (??/??/92) 1027.624  (m)         3371.46   (f) ADJ UNCH    1 2
 NP0230
 NP0230.Superseded values are not recommended for survey control.
 NP0230
 NP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0230.See file dsdata.pdf to determine how the superseded data were derived.
 NP0230
 NP0230_MARKER: DB = BENCH MARK DISK
 NP0230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0230_STAMPING: S 352 1957
 NP0230_MARK LOGO: CGS
 NP0230_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0230_ROD/PIPE-DEPTH: 6.1 meters
 NP0230
 NP0230  HISTORY     - Date     Condition        Report By
 NP0230  HISTORY     - 1957     MONUMENTED       CGS
 NP0230  HISTORY     - 1974     GOOD             LOCENG
 NP0230
 NP0230                          STATION DESCRIPTION
 NP0230
 NP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0230'0.6 MI E FROM CHADRON.
 NP0230'ABOUT 0.55 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0230'FROM THE STATION AT CHADRON, IN SECTION 16, T. 33 N., R. 48 W.,
 NP0230'12 POLES EAST OF MILEPOST 406, 89 FEET SOUTH AND ACROSS A DIRT ROAD
 NP0230'FROM THE SOUTH RAIL OF THE MAIN TRACK, 34 FEET SOUTH OF THE CENTER
 NP0230'LINE OF THE DIRT ROAD, 15 FEET EAST OF A POLE, 1 1/2 FEET NORTH
 NP0230'OF THE FENCE LINE 48 FEET EAST OF A FENCE CORNER, 1 1/2 FEET WEST
 NP0230'OF A WHITE WOODEN WITNESS POST, A DISK ON A COPPER COATED ROD
 NP0230'THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED IN A 6-INCH
 NP0230'TILE WHICH PROJECTS 4 INCHES.  NOTE-- 12 POLES EAST OF MILE POST
 NP0230'406, SECTION 16, T. 33 N, R-48-W, SOUTH OF MAIN TRACK 89 FEET.
 NP0230
 NP0230                          STATION RECOVERY (1974)
 NP0230
 NP0230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0212 ***********************************************************************
 NP0212  DESIGNATION -  S 353
 NP0212  PID         -  NP0212
 NP0212  STATE/COUNTY-  NE/SHERIDAN
 NP0212  COUNTRY     -  US
 NP0212  USGS QUAD   -  HAY SPRINGS CREEK (2017)
 NP0212
 NP0212                         *CURRENT SURVEY CONTROL
 NP0212  ______________________________________________________________________
 NP0212* NAD 83(1986) POSITION- 42 43 12.     (N) 102 45 04.     (W)   SCALED
 NP0212* NAVD 88 ORTHO HEIGHT -  1176.119 (meters)     3858.65  (feet) ADJUSTED
 NP0212  ______________________________________________________________________
 NP0212  GEOID HEIGHT    -        -17.978 (meters)                     GEOID18
 NP0212  DYNAMIC HEIGHT  -       1175.512 (meters)     3856.66  (feet) COMP
 NP0212  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 NP0212
 NP0212  VERT ORDER      -  FIRST     CLASS II
 NP0212
 NP0212.The horizontal coordinates were scaled from a map and have
 NP0212.an estimated accuracy of +/- 6 seconds.
 NP0212
 NP0212.The orthometric height was determined by differential leveling and
 NP0212.adjusted by the NATIONAL GEODETIC SURVEY
 NP0212.in June 1991.
 NP0212
 NP0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0212.GEOID18 height accuracy estimate available here.
 NP0212
 NP0212.Click photographs - Photos may exist for this station.
 NP0212
 NP0212.The dynamic height is computed by dividing the NAVD 88
 NP0212.geopotential number by the normal gravity value computed on the
 NP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0212.degrees latitude (g = 980.6199 gals.).
 NP0212
 NP0212.The modeled gravity was interpolated from observed gravity values.
 NP0212
 NP0212;                    North         East    Units  Estimated Accuracy
 NP0212;SPC NE       -   324,100.      274,720.      MT  (+/- 180 meters Scaled)
 NP0212
 NP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH841321(NAD 83)
 NP0212
 NP0212                          SUPERSEDED SURVEY CONTROL
 NP0212
 NP0212  NGVD 29 (??/??/92) 1175.567  (m)         3856.84   (f) ADJ UNCH    1 2
 NP0212
 NP0212.Superseded values are not recommended for survey control.
 NP0212
 NP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0212.See file dsdata.pdf to determine how the superseded data were derived.
 NP0212
 NP0212_MARKER: DB = BENCH MARK DISK
 NP0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0212_SP_SET: BRIDGE HEADWALL
 NP0212_STAMPING: S 353 1957
 NP0212_MARK LOGO: CGS
 NP0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0212
 NP0212  HISTORY     - Date     Condition        Report By
 NP0212  HISTORY     - 1957     MONUMENTED       CGS
 NP0212
 NP0212                          STATION DESCRIPTION
 NP0212
 NP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0212'4.2 MI NW FROM HAY SPRINGS.
 NP0212'ABOUT 4.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0212'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 32 N., R. 46 W.,
 NP0212'65 FEET EAST AND ACROSS THE TRACK FROM THE 6TH POLE SOUTHEAST OF
 NP0212'MILEPOST 391, 14 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1 1/2
 NP0212'FEET BELOW THE RAILS, AT A CONCRETE RAILROAD BRIDGE NUMBER 621,
 NP0212'SET 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEAD
 NP0212'WALL OF THE RAILROAD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0113 ***********************************************************************
 NN0113  DESIGNATION -  S 36
 NN0113  PID         -  NN0113
 NN0113  STATE/COUNTY-  NE/KNOX
 NN0113  COUNTRY     -  US
 NN0113  USGS QUAD   -  NIOBRARA (2017)
 NN0113
 NN0113                         *CURRENT SURVEY CONTROL
 NN0113  ______________________________________________________________________
 NN0113* NAD 83(1986) POSITION- 42 45 19.03   (N) 098 02 14.63   (W)   HD_HELD1
 NN0113* NAVD 88 ORTHO HEIGHT -   373.961 (meters)     1226.90  (feet) ADJUSTED
 NN0113  ______________________________________________________________________
 NN0113  GEOID HEIGHT    -        -25.822 (meters)                     GEOID18
 NN0113  DYNAMIC HEIGHT  -        373.838 (meters)     1226.50  (feet) COMP
 NN0113  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 NN0113
 NN0113  VERT ORDER      -  SECOND    CLASS 0
 NN0113
 NN0113.The horizontal coordinates were determined by differentially corrected
 NN0113.hand held GPS observations or other comparable positioning techniques
 NN0113.and have an estimated accuracy of +/- 3 meters.
 NN0113
 NN0113.The orthometric height was determined by differential leveling and
 NN0113.adjusted by the NATIONAL GEODETIC SURVEY
 NN0113.in June 1991.
 NN0113
 NN0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0113.GEOID18 height accuracy estimate available here.
 NN0113
 NN0113.Click photographs - Photos may exist for this station.
 NN0113
 NN0113.The dynamic height is computed by dividing the NAVD 88
 NN0113.geopotential number by the normal gravity value computed on the
 NN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0113.degrees latitude (g = 980.6199 gals.).
 NN0113
 NN0113.The modeled gravity was interpolated from observed gravity values.
 NN0113
 NN0113;                    North         East    Units  Estimated Accuracy
 NN0113;SPC NE       -   326,260.6     660,635.8     MT  (+/- 3 meters HH1 GPS) 
 NN0113
 NN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7877134089(NAD 83)
 NN0113
 NN0113                          SUPERSEDED SURVEY CONTROL
 NN0113
 NN0113  NGVD 29 (??/??/92)  373.753  (m)         1226.22   (f) ADJ UNCH    2 0
 NN0113
 NN0113.Superseded values are not recommended for survey control.
 NN0113
 NN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0113.See file dsdata.pdf to determine how the superseded data were derived.
 NN0113
 NN0113_MARKER: DB = BENCH MARK DISK
 NN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0113_STAMPING: S 36 1934
 NN0113_MARK LOGO: CGS
 NN0113_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0113+STABILITY: SURFACE MOTION
 NN0113
 NN0113  HISTORY     - Date     Condition        Report By
 NN0113  HISTORY     - 1934     MONUMENTED       CGS
 NN0113  HISTORY     - 1949     GOOD             CGS
 NN0113
 NN0113                          STATION DESCRIPTION
 NN0113
 NN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0113'AT NIOBRARA.
 NN0113'183 FEET NORTH OF THE NORTHWEST CORNER OF THE CHICAGO AND NORTH
 NN0113'WESTERN RAILWAY STATION AT NIOBRARA, 54 FEET SOUTH OF THE SECOND
 NN0113'TELEPHONE POLE NORTH OF THE STATION, 44 FEET EAST OF THE EAST
 NN0113'RAIL OF THE MAIN TRACK, 1.0 FOOT SOUTH OF A REFERENCE POST, SET
 NN0113'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0043 ***********************************************************************
 LG0043  DESIGNATION -  S 363
 LG0043  PID         -  LG0043
 LG0043  STATE/COUNTY-  NE/OTOE
 LG0043  COUNTRY     -  US
 LG0043  USGS QUAD   -  EAGLE (2017)
 LG0043
 LG0043                         *CURRENT SURVEY CONTROL
 LG0043  ______________________________________________________________________
 LG0043* NAD 83(1986) POSITION- 40 45 17.     (N) 096 23 10.     (W)   SCALED
 LG0043* NAVD 88 ORTHO HEIGHT -   372.818 (meters)     1223.15  (feet) ADJUSTED
 LG0043  ______________________________________________________________________
 LG0043  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 LG0043  DYNAMIC HEIGHT  -        372.657 (meters)     1222.63  (feet) COMP
 LG0043  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 LG0043
 LG0043  VERT ORDER      -  SECOND    CLASS 0
 LG0043
 LG0043.The horizontal coordinates were scaled from a map and have
 LG0043.an estimated accuracy of +/- 6 seconds.
 LG0043
 LG0043.The orthometric height was determined by differential leveling and
 LG0043.adjusted by the NATIONAL GEODETIC SURVEY
 LG0043.in June 1991.
 LG0043
 LG0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0043.GEOID18 height accuracy estimate available here.
 LG0043
 LG0043.Click photographs - Photos may exist for this station.
 LG0043
 LG0043.The dynamic height is computed by dividing the NAVD 88
 LG0043.geopotential number by the normal gravity value computed on the
 LG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0043.degrees latitude (g = 980.6199 gals.).
 LG0043
 LG0043.The modeled gravity was interpolated from observed gravity values.
 LG0043
 LG0043;                    North         East    Units  Estimated Accuracy
 LG0043;SPC NE       -   108,680.      805,010.      MT  (+/- 180 meters Scaled)
 LG0043
 LG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206148(NAD 83)
 LG0043
 LG0043                          SUPERSEDED SURVEY CONTROL
 LG0043
 LG0043  NGVD 29 (??/??/92)  372.725  (m)         1222.85   (f) ADJ UNCH    2 0
 LG0043
 LG0043.Superseded values are not recommended for survey control.
 LG0043
 LG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0043.See file dsdata.pdf to determine how the superseded data were derived.
 LG0043
 LG0043_MARKER: DB = BENCH MARK DISK
 LG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0043_STAMPING: S 363 1961
 LG0043_MARK LOGO: CGS
 LG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0043+STABILITY: SURFACE MOTION
 LG0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0043+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2015
 LG0043
 LG0043  HISTORY     - Date     Condition        Report By
 LG0043  HISTORY     - 1961     MONUMENTED       CGS
 LG0043  HISTORY     - 20150721 GOOD             INDIV
 LG0043
 LG0043                          STATION DESCRIPTION
 LG0043
 LG0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0043'3.6 MI N FROM PALMYRA.
 LG0043'3.55 MILES ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0043'AND QUINCY RAILROAD STATION AT PALMYRA, 58 FEET NORTHEAST OF THE
 LG0043'CENTER OF A ROAD CROSSING, 45 FEET EAST OF THE CENTER OF A
 LG0043'N-S ROAD, 37 FEET SOUTH OF CENTER OF A E-W ROAD, 4.1 FEET SOUTH
 LG0043'OF A POWER POLE WITH ONE GUY WIRE, 3 FEET LOWER THAN THE ROAD,
 LG0043'1.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0043'OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LG0043
 LG0043                          STATION RECOVERY (2015)
 LG0043
 LG0043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 LG0043'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1060 ***********************************************************************
 LF1060  DESIGNATION -  S 364
 LF1060  PID         -  LF1060
 LF1060  STATE/COUNTY-  NE/OTOE
 LF1060  COUNTRY     -  US
 LF1060  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1060
 LF1060                         *CURRENT SURVEY CONTROL
 LF1060  ______________________________________________________________________
 LF1060* NAD 83(1986) POSITION- 40 41 48.     (N) 095 54 50.     (W)   SCALED
 LF1060* NAVD 88 ORTHO HEIGHT -   352.286 (meters)     1155.79  (feet) ADJUSTED
 LF1060  ______________________________________________________________________
 LF1060  GEOID HEIGHT    -        -28.861 (meters)                     GEOID18
 LF1060  DYNAMIC HEIGHT  -        352.101 (meters)     1155.18  (feet) COMP
 LF1060  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LF1060
 LF1060  VERT ORDER      -  SECOND    CLASS 0
 LF1060
 LF1060.The horizontal coordinates were scaled from a map and have
 LF1060.an estimated accuracy of +/- 6 seconds.
 LF1060
 LF1060.The orthometric height was determined by differential leveling and
 LF1060.adjusted by the NATIONAL GEODETIC SURVEY
 LF1060.in June 1991.
 LF1060
 LF1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1060.GEOID18 height accuracy estimate available here.
 LF1060
 LF1060.Click photographs - Photos may exist for this station.
 LF1060
 LF1060.The dynamic height is computed by dividing the NAVD 88
 LF1060.geopotential number by the normal gravity value computed on the
 LF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1060.degrees latitude (g = 980.6199 gals.).
 LF1060
 LF1060.The modeled gravity was interpolated from observed gravity values.
 LF1060
 LF1060;                    North         East    Units  Estimated Accuracy
 LF1060;SPC NE       -   104,010.      845,150.      MT  (+/- 180 meters Scaled)
 LF1060
 LF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF538091(NAD 83)
 LF1060
 LF1060                          SUPERSEDED SURVEY CONTROL
 LF1060
 LF1060  NGVD 29 (??/??/92)  352.167  (m)         1155.40   (f) ADJ UNCH    2 0
 LF1060
 LF1060.Superseded values are not recommended for survey control.
 LF1060
 LF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1060.See file dsdata.pdf to determine how the superseded data were derived.
 LF1060
 LF1060_MARKER: DB = BENCH MARK DISK
 LF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1060_STAMPING: S 364 1961
 LF1060_MARK LOGO: CGS
 LF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1060+STABILITY: SURFACE MOTION
 LF1060
 LF1060  HISTORY     - Date     Condition        Report By
 LF1060  HISTORY     - 1961     MONUMENTED       CGS
 LF1060  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1060
 LF1060                          STATION DESCRIPTION
 LF1060
 LF1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LF1060'4.2 MI NW FROM NEBRASKA CITY.
 LF1060'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 73 AND 75 FROM THE COURT
 LF1060'HOUSE AT NEBRASKA CITY, THENCE 0.15 MILE WEST ALONG A GRAVEL
 LF1060'ROAD, 0.1 MILE NORTHEAST OF A DOUBLE POLE POWER LINE, 38.0 FEET
 LF1060'NORTH OF THE CENTER OF THE GRAVEL ROAD, 30.0 FEET EAST OF THE
 LF1060'CENTER OF FARM ROAD TO FIELD, 2.0 FEET HIGHER THAN THE ROAD, 1.9
 LF1060'FEET NORTH OF A FENCE, 1.8 FEET EAST OF A METAL WITNESS POST
 LF1060'WITH SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 5.0 INCHES.
 LF1060
 LF1060                          STATION RECOVERY (2006)
 LF1060
 LF1060'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0584 ***********************************************************************
 LG0584  DESIGNATION -  S 365
 LG0584  PID         -  LG0584
 LG0584  STATE/COUNTY-  NE/SALINE
 LG0584  COUNTRY     -  US
 LG0584  USGS QUAD   -  SWANTON (2017)
 LG0584
 LG0584                         *CURRENT SURVEY CONTROL
 LG0584  ______________________________________________________________________
 LG0584* NAD 83(1986) POSITION- 40 28 59.5    (N) 097 05 04.1    (W)   HD_HELD2
 LG0584* NAVD 88 ORTHO HEIGHT -   445.974 (meters)     1463.17  (feet) ADJUSTED
 LG0584  ______________________________________________________________________
 LG0584  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 LG0584  DYNAMIC HEIGHT  -        445.733 (meters)     1462.38  (feet) COMP
 LG0584  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 LG0584
 LG0584  VERT ORDER      -  SECOND    CLASS 0
 LG0584
 LG0584.The horizontal coordinates were established by autonomous hand held GPS
 LG0584.observations and have an estimated accuracy of +/- 10 meters.
 LG0584
 LG0584.The orthometric height was determined by differential leveling and
 LG0584.adjusted by the NATIONAL GEODETIC SURVEY
 LG0584.in June 1991.
 LG0584
 LG0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0584.GEOID18 height accuracy estimate available here.
 LG0584
 LG0584.Click photographs - Photos may exist for this station.
 LG0584
 LG0584.The dynamic height is computed by dividing the NAVD 88
 LG0584.geopotential number by the normal gravity value computed on the
 LG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0584.degrees latitude (g = 980.6199 gals.).
 LG0584
 LG0584.The modeled gravity was interpolated from observed gravity values.
 LG0584
 LG0584;                    North         East    Units  Estimated Accuracy
 LG0584;SPC NE       -    76,321.      747,112.      MT  (+/- 10 meters HH2 GPS)
 LG0584
 LG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6235583151(NAD 83)
 LG0584
 LG0584                          SUPERSEDED SURVEY CONTROL
 LG0584
 LG0584  NGVD 29 (??/??/92)  445.825  (m)         1462.68   (f) ADJ UNCH    2 0
 LG0584
 LG0584.Superseded values are not recommended for survey control.
 LG0584
 LG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0584.See file dsdata.pdf to determine how the superseded data were derived.
 LG0584
 LG0584_MARKER: DB = BENCH MARK DISK
 LG0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0584_STAMPING: S 365 1961
 LG0584_MARK LOGO: CGS
 LG0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0584+STABILITY: SURFACE MOTION
 LG0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0584+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2015
 LG0584
 LG0584  HISTORY     - Date     Condition        Report By
 LG0584  HISTORY     - 1961     MONUMENTED       CGS
 LG0584  HISTORY     - 20070415 GOOD             NEDR
 LG0584  HISTORY     - 20150825 GOOD             NEGS
 LG0584
 LG0584                          STATION DESCRIPTION
 LG0584
 LG0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0584'13.6 MI S FROM DORCHESTER.
 LG0584'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0584'FROM THE STATION AT DORCHESTER, THENCE 10.5 MILES SOUTH ALONG
 LG0584'STATE HIGHWAY 15, THENCE 2.0 MILES EAST ALONG A GRAVEL ROAD,
 LG0584'THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD, 44 FEET WEST OF THE
 LG0584'CENTER OF ROAD, 6 FEET NORTH OF A POWER POLE WITH SIX GUY WIRES,
 LG0584'1.6 FEET LOWER THAN THE ROAD, 1.1 FEET SOUTH OF A METAL WITNESS
 LG0584'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0584'6 INCHES ABOVE GROUND.
 LG0584
 LG0584                          STATION RECOVERY (2007)
 LG0584
 LG0584'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (MLH)
 LG0584'LOCATED ABOUT 6.5 MILES WEST FROM WILBER.
 LG0584'6.5 MILES WEST ALONG HWY. 41 FROM THE JUNCTION OF HWY. 103 AND HWY. 41
 LG0584'IN WILBER, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, 270 FEET SOUTH
 LG0584'OF A DRIVEWAY TO AN ABANDONED MISSLE SILO, 44 FEET WEST OF THE CENTER
 LG0584'OF ROAD, 5 FEET WEST OF A 30 INCH COTTONWOOD, 1.9 FEET
 LG0584'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 LG0584'SQUARE CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 LG0584
 LG0584                          STATION RECOVERY (2015)
 LG0584
 LG0584'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (LB)
 LG0584'5 FEET EAST OF 40 INCH COTTONWOOD TREE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1283 ***********************************************************************
 NM1283  DESIGNATION -  S 38
 NM1283  PID         -  NM1283
 NM1283  STATE/COUNTY-  NE/PIERCE
 NM1283  COUNTRY     -  US
 NM1283  USGS QUAD   -  OSMOND (2017)
 NM1283
 NM1283                         *CURRENT SURVEY CONTROL
 NM1283  ______________________________________________________________________
 NM1283* NAD 83(1986) POSITION- 42 21 55.     (N) 097 33 31.     (W)   SCALED
 NM1283* NAVD 88 ORTHO HEIGHT -   509.058 (meters)     1670.13  (feet) ADJUSTED
 NM1283  ______________________________________________________________________
 NM1283  GEOID HEIGHT    -        -25.129 (meters)                     GEOID18
 NM1283  DYNAMIC HEIGHT  -        508.868 (meters)     1669.51  (feet) COMP
 NM1283  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 NM1283
 NM1283  VERT ORDER      -  SECOND    CLASS 0
 NM1283
 NM1283.The horizontal coordinates were scaled from a map and have
 NM1283.an estimated accuracy of +/- 6 seconds.
 NM1283
 NM1283.The orthometric height was determined by differential leveling and
 NM1283.adjusted by the NATIONAL GEODETIC SURVEY
 NM1283.in June 1991.
 NM1283
 NM1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1283.GEOID18 height accuracy estimate available here.
 NM1283
 NM1283.Click photographs - Photos may exist for this station.
 NM1283
 NM1283.The dynamic height is computed by dividing the NAVD 88
 NM1283.geopotential number by the normal gravity value computed on the
 NM1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1283.degrees latitude (g = 980.6199 gals.).
 NM1283
 NM1283.The modeled gravity was interpolated from observed gravity values.
 NM1283
 NM1283;                    North         East    Units  Estimated Accuracy
 NM1283;SPC NE       -   283,960.      701,040.      MT  (+/- 180 meters Scaled)
 NM1283
 NM1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM186913(NAD 83)
 NM1283
 NM1283                          SUPERSEDED SURVEY CONTROL
 NM1283
 NM1283  NGVD 29 (??/??/92)  508.863  (m)         1669.49   (f) ADJ UNCH    2 0
 NM1283
 NM1283.Superseded values are not recommended for survey control.
 NM1283
 NM1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1283.See file dsdata.pdf to determine how the superseded data were derived.
 NM1283
 NM1283_MARKER: DB = BENCH MARK DISK
 NM1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1283_STAMPING: S 38 1934
 NM1283_MARK LOGO: CGS
 NM1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1283+STABILITY: SURFACE MOTION
 NM1283
 NM1283  HISTORY     - Date     Condition        Report By
 NM1283  HISTORY     - 1934     MONUMENTED       CGS
 NM1283  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1283
 NM1283                          STATION DESCRIPTION
 NM1283
 NM1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1283'2 MI E FROM OSMOND.
 NM1283'LOCATED 2 MILES EAST OF THE TOWN ALONG U.S. HIGHWAY 20.  OF
 NM1283'OSMOND, 0.8 MILE WEST OF JUNCTION OF U.S. HWYS 81 AND 20, 0.2
 NM1283'MILE WEST OF RAILROAD TRACK, 110 YARDS SOUTHWEST OF A FARM
 NM1283'HOUSE, 45 YARDS WEST OF CENTERLINE OF PRIVATE ROAD CROSSING, 31
 NM1283'FEET SOUTH OF CENTERLINE OF HIGHWAY, 1 FOOT NORTH OF FENCE.
 NM1283'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM1283
 NM1283                          STATION RECOVERY (1961)
 NM1283
 NM1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0908 ***********************************************************************
 ML0908  DESIGNATION -  S 38 E
 ML0908  PID         -  ML0908
 ML0908  STATE/COUNTY-  NE/CUSTER
 ML0908  COUNTRY     -  US
 ML0908  USGS QUAD   -  MILBURN (2017)
 ML0908
 ML0908                         *CURRENT SURVEY CONTROL
 ML0908  ______________________________________________________________________
 ML0908* NAD 83(1986) POSITION- 41 41 53.     (N) 099 40 23.     (W)   SCALED
 ML0908* NAVD 88 ORTHO HEIGHT -   761.414 (meters)     2498.07  (feet) ADJUSTED
 ML0908  ______________________________________________________________________
 ML0908  GEOID HEIGHT    -        -22.690 (meters)                     GEOID18
 ML0908  DYNAMIC HEIGHT  -        761.023 (meters)     2496.79  (feet) COMP
 ML0908  MODELED GRAVITY -    980,085.0   (mgal)                       NAVD 88
 ML0908
 ML0908  VERT ORDER      -  SECOND    CLASS 0
 ML0908
 ML0908.The horizontal coordinates were scaled from a map and have
 ML0908.an estimated accuracy of +/- 6 seconds.
 ML0908
 ML0908.The orthometric height was determined by differential leveling and
 ML0908.adjusted by the NATIONAL GEODETIC SURVEY
 ML0908.in June 1991.
 ML0908
 ML0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0908.GEOID18 height accuracy estimate available here.
 ML0908
 ML0908.Click photographs - Photos may exist for this station.
 ML0908
 ML0908.The dynamic height is computed by dividing the NAVD 88
 ML0908.geopotential number by the normal gravity value computed on the
 ML0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0908.degrees latitude (g = 980.6199 gals.).
 ML0908
 ML0908.The modeled gravity was interpolated from observed gravity values.
 ML0908
 ML0908;                    North         East    Units  Estimated Accuracy
 ML0908;SPC NE       -   207,080.      527,210.      MT  (+/- 180 meters Scaled)
 ML0908
 ML0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM439164(NAD 83)
 ML0908
 ML0908                          SUPERSEDED SURVEY CONTROL
 ML0908
 ML0908  NGVD 29 (??/??/92)  761.130  (m)         2497.14   (f) ADJ UNCH    2 0
 ML0908
 ML0908.Superseded values are not recommended for survey control.
 ML0908
 ML0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0908.See file dsdata.pdf to determine how the superseded data were derived.
 ML0908
 ML0908_MARKER: DB = BENCH MARK DISK
 ML0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0908_STAMPING: S-38-E
 ML0908_MARK LOGO: BOR
 ML0908_PROJECTION: FLUSH
 ML0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0908+STABILITY: SURFACE MOTION
 ML0908
 ML0908  HISTORY     - Date     Condition        Report By
 ML0908  HISTORY     - UNK      MONUMENTED       BOR
 ML0908  HISTORY     - 1950     GOOD             CGS
 ML0908  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0908
 ML0908                          STATION DESCRIPTION
 ML0908
 ML0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0908'4.5 MI SE FROM MILBURN.
 ML0908'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0908'THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST
 ML0908'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 ML0908'0.5 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 ML0908'ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.05 MILE SOUTH
 ML0908'ALONG A DIRT ROAD, 252 FEET SOUTH OF THE CENTER LINE OF A TRACK
 ML0908'ROAD LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE NORTH AND
 ML0908'SOUTH ROAD, 1.2 FEET WEST OF A FENCE, 1 FOOT NORTH OF A WITNESS
 ML0908'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ML0908'GROUND.
 ML0908
 ML0908                          STATION RECOVERY (1951)
 ML0908
 ML0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0908'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1114 ***********************************************************************
 NM1114  DESIGNATION -  S 39
 NM1114  PID         -  NM1114
 NM1114  STATE/COUNTY-  NE/KNOX
 NM1114  COUNTRY     -  US
 NM1114  USGS QUAD   -  CROFTON (2017)
 NM1114
 NM1114                         *CURRENT SURVEY CONTROL
 NM1114  ______________________________________________________________________
 NM1114* NAD 83(1986) POSITION- 42 43 33.     (N) 097 29 42.     (W)   SCALED
 NM1114* NAVD 88 ORTHO HEIGHT -   436.393 (meters)     1431.73  (feet) ADJUSTED
 NM1114  ______________________________________________________________________
 NM1114  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 NM1114  DYNAMIC HEIGHT  -        436.253 (meters)     1431.27  (feet) COMP
 NM1114  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 NM1114
 NM1114  VERT ORDER      -  SECOND    CLASS 0
 NM1114
 NM1114.The horizontal coordinates were scaled from a map and have
 NM1114.an estimated accuracy of +/- 6 seconds.
 NM1114
 NM1114.The orthometric height was determined by differential leveling and
 NM1114.adjusted by the NATIONAL GEODETIC SURVEY
 NM1114.in June 1991.
 NM1114
 NM1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1114.GEOID18 height accuracy estimate available here.
 NM1114
 NM1114.Click photographs - Photos may exist for this station.
 NM1114
 NM1114.The dynamic height is computed by dividing the NAVD 88
 NM1114.geopotential number by the normal gravity value computed on the
 NM1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1114.degrees latitude (g = 980.6199 gals.).
 NM1114
 NM1114.The modeled gravity was interpolated from observed gravity values.
 NM1114
 NM1114;                    North         East    Units  Estimated Accuracy
 NM1114;SPC NE       -   324,140.      705,110.      MT  (+/- 180 meters Scaled)
 NM1114
 NM1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN232314(NAD 83)
 NM1114
 NM1114                          SUPERSEDED SURVEY CONTROL
 NM1114
 NM1114  NGVD 29 (??/??/92)  436.180  (m)         1431.03   (f) ADJ UNCH    2 0
 NM1114
 NM1114.Superseded values are not recommended for survey control.
 NM1114
 NM1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1114.See file dsdata.pdf to determine how the superseded data were derived.
 NM1114
 NM1114_MARKER: DB = BENCH MARK DISK
 NM1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1114_STAMPING: S 39 1934
 NM1114_MARK LOGO: CGS
 NM1114_PROJECTION: FLUSH
 NM1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1114+STABILITY: SURFACE MOTION
 NM1114
 NM1114  HISTORY     - Date     Condition        Report By
 NM1114  HISTORY     - 1934     MONUMENTED       CGS
 NM1114  HISTORY     - 1966     GOOD             USGS
 NM1114
 NM1114                          STATION DESCRIPTION
 NM1114
 NM1114'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1114'AT CROFTON.
 NM1114'AT CROFTON ON THE NORTHWESTERN RR, ABOUT 210 YARDS EAST OF THE
 NM1114'EAST ONE OF TWO GRAIN ELEVATORS IN THE SE PORTION OF CROFTON,
 NM1114'92 YARDS (PACED) WEST OF A RR SWITCH BOX WHICH IS ABOUT 100 YARDS
 NM1114'WEST OF A TIMBER TRESTLE BRIDGE, 48 YARDS (PACED) SE OF THE
 NM1114'SE COR OF A SUB STATION, 14.1 FT S. OF THE S. RAIL OF THE MAIN
 NM1114'TRACK, 13.1 FT. N OF THE N. RAIL OF THE N. ONE OF TWO SOUTH
 NM1114'SIDE TRACKS, 0.5 FT WEST OF A METAL WITNESS SIGN, A STANDARD
 NM1114'DISK STAMPED S-39, 1934 AND SET IN THE TOP OF A CONC. POST
 NM1114'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0474 ***********************************************************************
 NP0474  DESIGNATION -  S 4
 NP0474  PID         -  NP0474
 NP0474  STATE/COUNTY-  NE/SIOUX
 NP0474  COUNTRY     -  US
 NP0474  USGS QUAD   -  ROUNDTOP (2017)
 NP0474
 NP0474                         *CURRENT SURVEY CONTROL
 NP0474  ______________________________________________________________________
 NP0474* NAD 83(1986) POSITION- 42 50 42.     (N) 103 32 03.     (W)   SCALED
 NP0474* NAVD 88 ORTHO HEIGHT -  1129.797 (meters)     3706.68  (feet) ADJUSTED
 NP0474  ______________________________________________________________________
 NP0474  GEOID HEIGHT    -        -16.819 (meters)                     GEOID18
 NP0474  DYNAMIC HEIGHT  -       1129.226 (meters)     3704.80  (feet) COMP
 NP0474  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 NP0474
 NP0474  VERT ORDER      -  FIRST     CLASS II
 NP0474
 NP0474.The horizontal coordinates were scaled from a map and have
 NP0474.an estimated accuracy of +/- 6 seconds.
 NP0474
 NP0474.The orthometric height was determined by differential leveling and
 NP0474.adjusted by the NATIONAL GEODETIC SURVEY
 NP0474.in June 1991.
 NP0474
 NP0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0474.GEOID18 height accuracy estimate available here.
 NP0474
 NP0474.Click photographs - Photos may exist for this station.
 NP0474
 NP0474.The dynamic height is computed by dividing the NAVD 88
 NP0474.geopotential number by the normal gravity value computed on the
 NP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0474.degrees latitude (g = 980.6199 gals.).
 NP0474
 NP0474.The modeled gravity was interpolated from observed gravity values.
 NP0474
 NP0474;                    North         East    Units  Estimated Accuracy
 NP0474;SPC NE       -   340,310.      211,200.      MT  (+/- 180 meters Scaled)
 NP0474
 NP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH197446(NAD 83)
 NP0474
 NP0474                          SUPERSEDED SURVEY CONTROL
 NP0474
 NP0474  NGVD 29 (??/??/92) 1129.206  (m)         3704.74   (f) ADJ UNCH    1 2
 NP0474
 NP0474.Superseded values are not recommended for survey control.
 NP0474
 NP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0474.See file dsdata.pdf to determine how the superseded data were derived.
 NP0474
 NP0474_MARKER: B = BOLT
 NP0474_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0474_SP_SET: CULVERT HEADWALL
 NP0474_STAMPING: USBM
 NP0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0474+STABILITY: SURFACE MOTION
 NP0474
 NP0474  HISTORY     - Date     Condition        Report By
 NP0474  HISTORY     - 1908     MONUMENTED       CGS
 NP0474  HISTORY     - 1957     GOOD             CGS
 NP0474  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0474
 NP0474                          STATION DESCRIPTION
 NP0474
 NP0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0474'13 MI NW FROM CRAWFORD.
 NP0474'ABOUT 12.95 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0474'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 11,
 NP0474'T. 33 N., R. 53 W., 5 1/2 POLES SOUTHEAST OF MILEPOST 436, 11 1/2
 NP0474'RAILS SOUTHEAST OF A PRIVATE ROAD CROSSING, 7 FEET SOUTHWEST
 NP0474'OF THE SOUTHWEST RAIL, 2 FEET LOWER THAN THE TRACK, A COPPER
 NP0474'BOLT IN THE CENTER OF THE SOUTHWEST HEADWALL OF A 5 X 6-FOOT
 NP0474'CONCRETE CULVERT.
 NP0474
 NP0474                          STATION RECOVERY (1985)
 NP0474
 NP0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0474'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1157 ***********************************************************************
 NM1157  DESIGNATION -  S 40
 NM1157  PID         -  NM1157
 NM1157  STATE/COUNTY-  NE/DIXON
 NM1157  COUNTRY     -  US
 NM1157  USGS QUAD   -  LAUREL (2017)
 NM1157
 NM1157                         *CURRENT SURVEY CONTROL
 NM1157  ______________________________________________________________________
 NM1157* NAD 83(1986) POSITION- 42 23 19.     (N) 097 00 20.     (W)   SCALED
 NM1157* NAVD 88 ORTHO HEIGHT -   440.402 (meters)     1444.89  (feet) ADJUSTED
 NM1157  ______________________________________________________________________
 NM1157  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 NM1157  DYNAMIC HEIGHT  -        440.258 (meters)     1444.41  (feet) COMP
 NM1157  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 NM1157
 NM1157  VERT ORDER      -  SECOND    CLASS 0
 NM1157
 NM1157.The horizontal coordinates were scaled from a map and have
 NM1157.an estimated accuracy of +/- 6 seconds.
 NM1157
 NM1157.The orthometric height was determined by differential leveling and
 NM1157.adjusted by the NATIONAL GEODETIC SURVEY
 NM1157.in June 1991.
 NM1157
 NM1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1157.GEOID18 height accuracy estimate available here.
 NM1157
 NM1157.Click photographs - Photos may exist for this station.
 NM1157
 NM1157.The dynamic height is computed by dividing the NAVD 88
 NM1157.geopotential number by the normal gravity value computed on the
 NM1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1157.degrees latitude (g = 980.6199 gals.).
 NM1157
 NM1157.The modeled gravity was interpolated from observed gravity values.
 NM1157
 NM1157;                    North         East    Units  Estimated Accuracy
 NM1157;SPC NE       -   287,980.      746,470.      MT  (+/- 180 meters Scaled)
 NM1157
 NM1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM641948(NAD 83)
 NM1157
 NM1157                          SUPERSEDED SURVEY CONTROL
 NM1157
 NM1157  NGVD 29 (??/??/92)  440.218  (m)         1444.28   (f) ADJ UNCH    2 0
 NM1157
 NM1157.Superseded values are not recommended for survey control.
 NM1157
 NM1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1157.See file dsdata.pdf to determine how the superseded data were derived.
 NM1157
 NM1157_MARKER: DB = BENCH MARK DISK
 NM1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1157_STAMPING: S 40 1934
 NM1157_MARK LOGO: CGS
 NM1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1157+STABILITY: SURFACE MOTION
 NM1157
 NM1157  HISTORY     - Date     Condition        Report By
 NM1157  HISTORY     - 1934     MONUMENTED       CGS
 NM1157
 NM1157                          STATION DESCRIPTION
 NM1157
 NM1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1157'1 MI NW FROM CONCORD.
 NM1157'1.0 MILE NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1157'AND OMAHA RAILWAY FROM THE STATION AT CONCORD, DIXON COUNTY,
 NM1157'110 YARDS SOUTHEAST OF MILEPOST 11, 63 YARDS SOUTHEAST OF
 NM1157'A 5-FOOT CONCRETE CULVERT, 44.5 FEET SOUTHWEST OF THE SOUTHWEST
 NM1157'RAIL, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 NM1157'STANDARD DISK, STAMPED S 40 1934 AND SET IN THE TOP OF A
 NM1157'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0559 ***********************************************************************
 NP0559  DESIGNATION -  S 416
 NP0559  PID         -  NP0559
 NP0559  STATE/COUNTY-  NE/DAWES
 NP0559  COUNTRY     -  US
 NP0559  USGS QUAD   -  BELMONT (2017)
 NP0559
 NP0559                         *CURRENT SURVEY CONTROL
 NP0559  ______________________________________________________________________
 NP0559* NAD 83(1986) POSITION- 42 35 44.     (N) 103 21 32.     (W)   SCALED
 NP0559* NAVD 88 ORTHO HEIGHT -  1300.627 (meters)     4267.14  (feet) ADJUSTED
 NP0559  ______________________________________________________________________
 NP0559  GEOID HEIGHT    -        -17.743 (meters)                     GEOID18
 NP0559  DYNAMIC HEIGHT  -       1299.878 (meters)     4264.68  (feet) COMP
 NP0559  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 NP0559
 NP0559  VERT ORDER      -  FIRST     CLASS II
 NP0559
 NP0559.The horizontal coordinates were scaled from a map and have
 NP0559.an estimated accuracy of +/- 6 seconds.
 NP0559
 NP0559.The orthometric height was determined by differential leveling and
 NP0559.adjusted by the NATIONAL GEODETIC SURVEY
 NP0559.in June 1991.
 NP0559
 NP0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0559.GEOID18 height accuracy estimate available here.
 NP0559
 NP0559.Click photographs - Photos may exist for this station.
 NP0559
 NP0559.The dynamic height is computed by dividing the NAVD 88
 NP0559.geopotential number by the normal gravity value computed on the
 NP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0559.degrees latitude (g = 980.6199 gals.).
 NP0559
 NP0559.The modeled gravity was interpolated from observed gravity values.
 NP0559
 NP0559;                    North         East    Units  Estimated Accuracy
 NP0559;SPC NE       -   312,050.      224,440.      MT  (+/- 180 meters Scaled)
 NP0559
 NP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH346172(NAD 83)
 NP0559
 NP0559                          SUPERSEDED SURVEY CONTROL
 NP0559
 NP0559.No superseded survey control is available for this station.
 NP0559
 NP0559_MARKER: I = METAL ROD
 NP0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0559_STAMPING: S 416 1985
 NP0559_MARK LOGO: NGS
 NP0559_PROJECTION: FLUSH
 NP0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0559_ROD/PIPE-DEPTH: 6.1 meters
 NP0559
 NP0559  HISTORY     - Date     Condition        Report By
 NP0559  HISTORY     - 1985     MONUMENTED       NGS
 NP0559
 NP0559                          STATION DESCRIPTION
 NP0559
 NP0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0559'14.5 KM (9.0 MI) SE FROM CRAWFORD.
 NP0559'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0559'14.56 KM (9.05 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0559'FROM ITS STATION AT CRAWFORD, NEAR RAILROAD SWITCH SIGNAL 14132,
 NP0559'9.3 METERS (30.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 7.3 METERS (20.7
 NP0559'FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL SWITCH BOX,
 NP0559'7.3 METERS (24 FT) SOUTH-SOUTHEAST OF A THE SIGNAL AND 0.6 METER (2
 NP0559'FT) EAST-SOUTHEAST OF THE SOUTHEAST LEG OF A SOLAR PANAL STAND.
 NP0559'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0559'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST
 NP0559'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0352 ***********************************************************************
 MN0352  DESIGNATION -  S 417
 MN0352  PID         -  MN0352
 MN0352  STATE/COUNTY-  NE/MORRILL
 MN0352  COUNTRY     -  US
 MN0352  USGS QUAD   -  BRIDGEPORT (2017)
 MN0352
 MN0352                         *CURRENT SURVEY CONTROL
 MN0352  ______________________________________________________________________
 MN0352* NAD 83(1986) POSITION- 41 38 22.     (N) 103 04 10.     (W)   SCALED
 MN0352* NAVD 88 ORTHO HEIGHT -  1113.237 (meters)     3652.35  (feet) ADJUSTED
 MN0352  ______________________________________________________________________
 MN0352  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 MN0352  DYNAMIC HEIGHT  -       1112.534 (meters)     3650.04  (feet) COMP
 MN0352  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 MN0352
 MN0352  VERT ORDER      -  FIRST     CLASS II
 MN0352
 MN0352.The horizontal coordinates were scaled from a map and have
 MN0352.an estimated accuracy of +/- 6 seconds.
 MN0352
 MN0352.The orthometric height was determined by differential leveling and
 MN0352.adjusted by the NATIONAL GEODETIC SURVEY
 MN0352.in June 1991.
 MN0352
 MN0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0352.GEOID18 height accuracy estimate available here.
 MN0352
 MN0352.Click photographs - Photos may exist for this station.
 MN0352
 MN0352.The dynamic height is computed by dividing the NAVD 88
 MN0352.geopotential number by the normal gravity value computed on the
 MN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0352.degrees latitude (g = 980.6199 gals.).
 MN0352
 MN0352.The modeled gravity was interpolated from observed gravity values.
 MN0352
 MN0352;                    North         East    Units  Estimated Accuracy
 MN0352;SPC NE       -   205,060.      244,400.      MT  (+/- 180 meters Scaled)
 MN0352
 MN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG607115(NAD 83)
 MN0352
 MN0352                          SUPERSEDED SURVEY CONTROL
 MN0352
 MN0352.No superseded survey control is available for this station.
 MN0352
 MN0352_MARKER: I = METAL ROD
 MN0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0352_STAMPING: S 417 1985
 MN0352_MARK LOGO: NGS
 MN0352_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0352_ROD/PIPE-DEPTH: 15.9 meters
 MN0352
 MN0352  HISTORY     - Date     Condition        Report By
 MN0352  HISTORY     - 1985     MONUMENTED       NGS
 MN0352
 MN0352                          STATION DESCRIPTION
 MN0352
 MN0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0352'3.7 KM (2.3 MI) SE FROM BRIDGEPORT.
 MN0352'3.7 KM (2.3 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0352'NORTHERN RAILROAD STATION AT BRIDGEPORT, 0.24 KM (0.15 MI) SOUTHEAST
 MN0352'OF A ROAD LEADING EAST, 18.2 METERS (59.7 FT) NORTHEAST OF THE HIGHWAY
 MN0352'CENTERLINE, 0.9 METERS (3 FT) SOUTHEAST OF A CONCRETE RIGHT OF WAY
 MN0352'POST AND 0.3 METER (1 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM
 MN0352'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0352'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MN0352'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0574 ***********************************************************************
 NP0574  DESIGNATION -  S 418
 NP0574  PID         -  NP0574
 NP0574  STATE/COUNTY-  NE/BOX BUTTE
 NP0574  COUNTRY     -  US
 NP0574  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0574
 NP0574                         *CURRENT SURVEY CONTROL
 NP0574  ______________________________________________________________________
 NP0574* NAD 83(1986) POSITION- 42 05 41.     (N) 102 52 13.     (W)   SCALED
 NP0574* NAVD 88 ORTHO HEIGHT -  1209.263 (meters)     3967.39  (feet) ADJUSTED
 NP0574  ______________________________________________________________________
 NP0574  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0574  DYNAMIC HEIGHT  -       1208.557 (meters)     3965.07  (feet) COMP
 NP0574  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 NP0574
 NP0574  VERT ORDER      -  FIRST     CLASS II
 NP0574
 NP0574.The horizontal coordinates were scaled from a map and have
 NP0574.an estimated accuracy of +/- 6 seconds.
 NP0574
 NP0574.The orthometric height was determined by differential leveling and
 NP0574.adjusted by the NATIONAL GEODETIC SURVEY
 NP0574.in June 1991.
 NP0574
 NP0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0574.GEOID18 height accuracy estimate available here.
 NP0574
 NP0574.Click photographs - Photos may exist for this station.
 NP0574
 NP0574.The dynamic height is computed by dividing the NAVD 88
 NP0574.geopotential number by the normal gravity value computed on the
 NP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0574.degrees latitude (g = 980.6199 gals.).
 NP0574
 NP0574.The modeled gravity was interpolated from observed gravity values.
 NP0574
 NP0574;                    North         East    Units  Estimated Accuracy
 NP0574;SPC NE       -   255,020.      262,660.      MT  (+/- 180 meters Scaled)
 NP0574
 NP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG761624(NAD 83)
 NP0574
 NP0574                          SUPERSEDED SURVEY CONTROL
 NP0574
 NP0574.No superseded survey control is available for this station.
 NP0574
 NP0574_MARKER: I = METAL ROD
 NP0574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0574_STAMPING: S 418 1985
 NP0574_MARK LOGO: NGS
 NP0574_PROJECTION: FLUSH
 NP0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0574+STABILITY: POSITION/ELEVATION WELL
 NP0574_ROD/PIPE-DEPTH: 9.8 meters
 NP0574_SLEEVE-DEPTH  : 6.1 meters
 NP0574
 NP0574  HISTORY     - Date     Condition        Report By
 NP0574  HISTORY     - 1985     MONUMENTED       NGS
 NP0574
 NP0574                          STATION DESCRIPTION
 NP0574
 NP0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0574'IN ALLIANCE.
 NP0574'IN ALLIANCE, ABOUT 200 FEET EAST AND ACROSS A PARKING LOT FROM THE NEW
 NP0574'BURLINGTON AND NORTHERN RAILROAD STATION AND ADMINISTRATIVE BUILDING,
 NP0574'LOCATED NEAR THE SOUTH END OF BOX BUTTE AVENUE, AT THE SOUTH SIDE AND
 NP0574'IN A SMALL GRASSY PARK OF THE RAILROAD CONTROL MAINTENCNCE BUILDING
 NP0574'(25 BY 10 FOOT) BRICK BUILDING, 19.2 METERS (63 FT) NORTH OF THE NORTH
 NP0574'RAIL OF A SIDE TRACK OF THE BURLINGTON AND NORTHERN RAILROAD,
 NP0574'4.1 METERS (13.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 NP0574'MAINTENCE BUILDING, 14.8 METERS (48.6 FT) NORTH-NORTHEAST OF A POWER
 NP0574'LINE POLE WITH THREE TRANSFORMERS, 14.3 METERS (47 FT) NORTH-NORTHWEST
 NP0574'OF A POWER LINE POLE WITH THREE TRANSFORMERS, 11.6 METERS (38 FT) EAST
 NP0574'OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK AND 9.2 METERS (30.2 FT)
 NP0574'EAST-NORTHEAST OF A PARKING LOT CONCRETE STREET LITE BASE.
 NP0574'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0574'THE MARK IS 0.3 M BELOW PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0335 ***********************************************************************
 MM0335  DESIGNATION -  S 422
 MM0335  PID         -  MM0335
 MM0335  STATE/COUNTY-  NE/KEITH
 MM0335  COUNTRY     -  US
 MM0335  USGS QUAD   -  BRULE SE (2017)
 MM0335
 MM0335                         *CURRENT SURVEY CONTROL
 MM0335  ______________________________________________________________________
 MM0335* NAD 83(1986) POSITION- 41 06 37.     (N) 101 46 34.     (W)   SCALED
 MM0335* NAVD 88 ORTHO HEIGHT -   988.571 (meters)     3243.34  (feet) ADJUSTED
 MM0335  ______________________________________________________________________
 MM0335  GEOID HEIGHT    -        -20.896 (meters)                     GEOID18
 MM0335  DYNAMIC HEIGHT  -        987.952 (meters)     3241.31  (feet) COMP
 MM0335  MODELED GRAVITY -    979,963.2   (mgal)                       NAVD 88
 MM0335
 MM0335  VERT ORDER      -  FIRST     CLASS II
 MM0335
 MM0335.The horizontal coordinates were scaled from a map and have
 MM0335.an estimated accuracy of +/- 6 seconds.
 MM0335
 MM0335.The orthometric height was determined by differential leveling and
 MM0335.adjusted by the NATIONAL GEODETIC SURVEY
 MM0335.in June 1991.
 MM0335
 MM0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0335.GEOID18 height accuracy estimate available here.
 MM0335
 MM0335.Click photographs - Photos may exist for this station.
 MM0335
 MM0335.The dynamic height is computed by dividing the NAVD 88
 MM0335.geopotential number by the normal gravity value computed on the
 MM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0335.degrees latitude (g = 980.6199 gals.).
 MM0335
 MM0335.The modeled gravity was interpolated from observed gravity values.
 MM0335
 MM0335;                    North         East    Units  Estimated Accuracy
 MM0335;SPC NE       -   143,310.      350,870.      MT  (+/- 180 meters Scaled)
 MM0335
 MM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL669547(NAD 83)
 MM0335
 MM0335                          SUPERSEDED SURVEY CONTROL
 MM0335
 MM0335  NGVD 29 (02/14/92)  988.133  (m)         3241.90   (f) ADJUSTED    1 2
 MM0335
 MM0335.Superseded values are not recommended for survey control.
 MM0335
 MM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0335.See file dsdata.pdf to determine how the superseded data were derived.
 MM0335
 MM0335_MARKER: I = METAL ROD
 MM0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0335_STAMPING: S 422 1986
 MM0335_MARK LOGO: NGS
 MM0335_PROJECTION: FLUSH
 MM0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0335_ROD/PIPE-DEPTH: 17.0 meters
 MM0335
 MM0335  HISTORY     - Date     Condition        Report By
 MM0335  HISTORY     - 1986     MONUMENTED       NGS
 MM0335  HISTORY     - 19980710 GOOD             USPSQD
 MM0335
 MM0335                          STATION DESCRIPTION
 MM0335
 MM0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0335'5.1 KM (3.15 MI) WEST FROM OGALLALA.
 MM0335'5.16 KM (3.22 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0335'HIGHWAY 26 AND STATE HIGHWAY 61 AT OGALLALA, 0.7 METER (2.5 FT) WEST
 MM0335'OF THE UNION PACIFIC RAILROAD MILEPOLE 338, 27.3 METERS (89.5 FT)
 MM0335'SOUTH OF THE HIGHWAY CENTERLINE, 52.0 METERS (170.5 FT) SOUTHEAST OF
 MM0335'MILEPOST 123 AND 13.0 METERS (42.5 FT) NORTH OF THE NORTH RAIL.
 MM0335'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0335'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0335'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 MM0335
 MM0335                          STATION RECOVERY (1998)
 MM0335
 MM0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0967 ***********************************************************************
 LH0967  DESIGNATION -  S 423
 LH0967  PID         -  LH0967
 LH0967  STATE/COUNTY-  NE/FURNAS
 LH0967  COUNTRY     -  US
 LH0967  USGS QUAD   -  ARAPAHOE (2017)
 LH0967
 LH0967                         *CURRENT SURVEY CONTROL
 LH0967  ______________________________________________________________________
 LH0967* NAD 83(1986) POSITION- 40 20 11.     (N) 099 53 59.     (W)   SCALED
 LH0967* NAVD 88 ORTHO HEIGHT -   677.452 (meters)     2222.61  (feet) ADJUSTED
 LH0967  ______________________________________________________________________
 LH0967  GEOID HEIGHT    -        -24.659 (meters)                     GEOID18
 LH0967  DYNAMIC HEIGHT  -        677.021 (meters)     2221.19  (feet) COMP
 LH0967  MODELED GRAVITY -    979,967.7   (mgal)                       NAVD 88
 LH0967
 LH0967  VERT ORDER      -  FIRST     CLASS II
 LH0967
 LH0967.The horizontal coordinates were scaled from a map and have
 LH0967.an estimated accuracy of +/- 6 seconds.
 LH0967
 LH0967.The orthometric height was determined by differential leveling and
 LH0967.adjusted by the NATIONAL GEODETIC SURVEY
 LH0967.in June 1991.
 LH0967
 LH0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0967.GEOID18 height accuracy estimate available here.
 LH0967
 LH0967.Click photographs - Photos may exist for this station.
 LH0967
 LH0967.The dynamic height is computed by dividing the NAVD 88
 LH0967.geopotential number by the normal gravity value computed on the
 LH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0967.degrees latitude (g = 980.6199 gals.).
 LH0967
 LH0967.The modeled gravity was interpolated from observed gravity values.
 LH0967
 LH0967;                    North         East    Units  Estimated Accuracy
 LH0967;SPC NE       -    55,860.      508,520.      MT  (+/- 180 meters Scaled)
 LH0967
 LH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK235654(NAD 83)
 LH0967
 LH0967                          SUPERSEDED SURVEY CONTROL
 LH0967
 LH0967  NGVD 29 (02/14/92)  677.156  (m)         2221.64   (f) ADJUSTED    1 2
 LH0967
 LH0967.Superseded values are not recommended for survey control.
 LH0967
 LH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0967.See file dsdata.pdf to determine how the superseded data were derived.
 LH0967
 LH0967_MARKER: I = METAL ROD
 LH0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0967_STAMPING: S 423 1986
 LH0967_MARK LOGO: NGS
 LH0967_PROJECTION: FLUSH
 LH0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0967_ROD/PIPE-DEPTH: 19.4 meters
 LH0967
 LH0967  HISTORY     - Date     Condition        Report By
 LH0967  HISTORY     - 1986     MONUMENTED       NGS
 LH0967
 LH0967                          STATION DESCRIPTION
 LH0967
 LH0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0967'3.3 KM (2.05 MI) NORTH FROM ARAPAHOE.
 LH0967'3.30 KM (2.06 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0967'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE JUNCTION
 LH0967'OF A DIRT ROAD, 0.27 KM (0.16 MI) NORTH OF MILEPOST 23, 18.9 METERS
 LH0967'(62 FT) WEST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT) NORTH OF
 LH0967'THE CENTER OF THE ROAD, 9.0 METERS (29.5 FT) NORTH OF THE NORTHWEST
 LH0967'CORNER OF THE NORTH HEADWALL FOR A 48-INCH METAL PIPE CULVERT, 4.2
 LH0967'METERS (14 FT) NORTHEAST OF A POWER POLE, 0.6 METER (2 FT) NORTH OF A
 LH0967'RIGHT OF WAY MARKER AND 0.3 METER (1 FT) EAST OF A FENCE.
 LH0967'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0967'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0967'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0306 ***********************************************************************
 MM0306  DESIGNATION -  S 424
 MM0306  PID         -  MM0306
 MM0306  STATE/COUNTY-  NE/LINCOLN
 MM0306  COUNTRY     -  US
 MM0306  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0306
 MM0306                         *CURRENT SURVEY CONTROL
 MM0306  ______________________________________________________________________
 MM0306* NAD 83(1986) POSITION- 41 09 07.     (N) 100 48 20.     (W)   SCALED
 MM0306* NAVD 88 ORTHO HEIGHT -   859.119 (meters)     2818.63  (feet) ADJUSTED
 MM0306  ______________________________________________________________________
 MM0306  GEOID HEIGHT    -        -22.115 (meters)                     GEOID18
 MM0306  DYNAMIC HEIGHT  -        858.616 (meters)     2816.98  (feet) COMP
 MM0306  MODELED GRAVITY -    980,009.3   (mgal)                       NAVD 88
 MM0306
 MM0306  VERT ORDER      -  FIRST     CLASS II
 MM0306
 MM0306.The horizontal coordinates were scaled from a map and have
 MM0306.an estimated accuracy of +/- 6 seconds.
 MM0306
 MM0306.The orthometric height was determined by differential leveling and
 MM0306.adjusted by the NATIONAL GEODETIC SURVEY
 MM0306.in June 1994.
 MM0306
 MM0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0306.GEOID18 height accuracy estimate available here.
 MM0306
 MM0306.Click photographs - Photos may exist for this station.
 MM0306
 MM0306.The dynamic height is computed by dividing the NAVD 88
 MM0306.geopotential number by the normal gravity value computed on the
 MM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0306.degrees latitude (g = 980.6199 gals.).
 MM0306
 MM0306.The modeled gravity was interpolated from observed gravity values.
 MM0306
 MM0306;                    North         East    Units  Estimated Accuracy
 MM0306;SPC NE       -   146,720.      432,400.      MT  (+/- 180 meters Scaled)
 MM0306
 MM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL484571(NAD 83)
 MM0306
 MM0306                          SUPERSEDED SURVEY CONTROL
 MM0306
 MM0306  NAVD 88 (06/15/91)  859.125  (m)         2818.65   (f) SUPERSEDED  1 2
 MM0306  NGVD 29 (02/14/92)  858.761  (m)         2817.45   (f) ADJUSTED    1 2
 MM0306
 MM0306.Superseded values are not recommended for survey control.
 MM0306
 MM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0306.See file dsdata.pdf to determine how the superseded data were derived.
 MM0306
 MM0306_MARKER: I = METAL ROD
 MM0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0306_STAMPING: S 424 1986
 MM0306_MARK LOGO: NGS
 MM0306_PROJECTION: FLUSH
 MM0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0306+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 MM0306_ROD/PIPE-DEPTH: 8.5 meters
 MM0306
 MM0306  HISTORY     - Date     Condition        Report By
 MM0306  HISTORY     - 1986     MONUMENTED       NGS
 MM0306  HISTORY     - 20160531 GOOD             INDIV
 MM0306
 MM0306                          STATION DESCRIPTION
 MM0306
 MM0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0306'3.8 KM (2.35 MI) WEST FROM NORTH PLATTE.
 MM0306'3.82 KM (2.4 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0306'HIGHWAY 83 AT NORTH PLATTE, IN THE NORTHWEST CORNER OF THE T JUNCTION
 MM0306'OF WEBSTER AVENUE, 0.25 KM (0.16 MI) WEST OF MILEPOST 175, 5.8 METERS
 MM0306'(19 FT) NORTH OF THE SOUTHEAST CORNER OF THE KPHLER TRAILER SALES LOT,
 MM0306'20.4 METERS (67 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 METERS (28
 MM0306'FT) WEST OF THE CENTER OF WEBSTER AVENUE AND 0.3 METER (1 FT) EAST OF
 MM0306'A WOOD FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MM0306'LOGO CAP.
 MM0306'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0306
 MM0306                          STATION RECOVERY (2016)
 MM0306
 MM0306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0306'RECOVERED AS DESCRIBED, MARK IS LOCATED 0.16 MILES WEST OF MILE POST
 MM0306'175. 
 MM0306'NEAR MILE POST 174.84 
 MM0306'LAT. 41 09 6.8 N 
 MM0306'LONG. 100 48 20.4 W 
 MM0306'MARK IS FLUSH
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0971 ***********************************************************************
 LH0971  DESIGNATION -  S 425
 LH0971  PID         -  LH0971
 LH0971  STATE/COUNTY-  NE/GOSPER
 LH0971  COUNTRY     -  US
 LH0971  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0971
 LH0971                         *CURRENT SURVEY CONTROL
 LH0971  ______________________________________________________________________
 LH0971* NAD 83(1986) POSITION- 40 26 16.     (N) 099 53 17.     (W)   SCALED
 LH0971* NAVD 88 ORTHO HEIGHT -   745.594 (meters)     2446.17  (feet) ADJUSTED
 LH0971  ______________________________________________________________________
 LH0971  GEOID HEIGHT    -        -24.547 (meters)                     GEOID18
 LH0971  DYNAMIC HEIGHT  -        745.119 (meters)     2444.61  (feet) COMP
 LH0971  MODELED GRAVITY -    979,963.6   (mgal)                       NAVD 88
 LH0971
 LH0971  VERT ORDER      -  FIRST     CLASS II
 LH0971
 LH0971.The horizontal coordinates were scaled from a map and have
 LH0971.an estimated accuracy of +/- 6 seconds.
 LH0971
 LH0971.The orthometric height was determined by differential leveling and
 LH0971.adjusted by the NATIONAL GEODETIC SURVEY
 LH0971.in June 1991.
 LH0971
 LH0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0971.GEOID18 height accuracy estimate available here.
 LH0971
 LH0971.Click photographs - Photos may exist for this station.
 LH0971
 LH0971.The dynamic height is computed by dividing the NAVD 88
 LH0971.geopotential number by the normal gravity value computed on the
 LH0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0971.degrees latitude (g = 980.6199 gals.).
 LH0971
 LH0971.The modeled gravity was interpolated from observed gravity values.
 LH0971
 LH0971;                    North         East    Units  Estimated Accuracy
 LH0971;SPC NE       -    67,120.      509,500.      MT  (+/- 180 meters Scaled)
 LH0971
 LH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK246767(NAD 83)
 LH0971
 LH0971                          SUPERSEDED SURVEY CONTROL
 LH0971
 LH0971  NGVD 29 (02/14/92)  745.293  (m)         2445.18   (f) ADJUSTED    1 2
 LH0971
 LH0971.Superseded values are not recommended for survey control.
 LH0971
 LH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0971.See file dsdata.pdf to determine how the superseded data were derived.
 LH0971
 LH0971_MARKER: DV = VERTICAL CONTROL DISK
 LH0971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0971+WITH SETTING: PAVEMENT
 LH0971_SP_SET: WELL PAD
 LH0971_STAMPING: S 425 1986
 LH0971_MARK LOGO: NGS
 LH0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0971+STABILITY: SURFACE MOTION
 LH0971
 LH0971  HISTORY     - Date     Condition        Report By
 LH0971  HISTORY     - 1986     MONUMENTED       NGS
 LH0971
 LH0971                          STATION DESCRIPTION
 LH0971
 LH0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0971'15.1 KM (9.4 MI) NORTH FROM ARAPAHOE.
 LH0971'14.85 KM (9.3 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0971'HIGHWAYS 6 AND 34 AT ARAPAHOE, THENCE 0.23 KM (0.14 MI) EAST ALONG A
 LH0971'GRAVEL ROAD, IN TOP OF THE NORTHWEST CORNER OF A 4 BY 4 FOOT CONCRETE
 LH0971'WELL PAD ATTACHED TO A WELL CASING AND 12.9 METERS (42.5 FT) SOUTH OF
 LH0971'THE CENTER OF THE ROAD.
 LH0971'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0341 ***********************************************************************
 MM0341  DESIGNATION -  S 426
 MM0341  PID         -  MM0341
 MM0341  STATE/COUNTY-  NE/LINCOLN
 MM0341  COUNTRY     -  US
 MM0341  USGS QUAD   -  BRADY (2017)
 MM0341
 MM0341                         *CURRENT SURVEY CONTROL
 MM0341  ______________________________________________________________________
 MM0341* NAD 83(1986) POSITION- 41 00 03.     (N) 100 20 10.     (W)   SCALED
 MM0341* NAVD 88 ORTHO HEIGHT -   803.582 (meters)     2636.42  (feet) ADJUSTED
 MM0341  ______________________________________________________________________
 MM0341  GEOID HEIGHT    -        -22.852 (meters)                     GEOID18
 MM0341  DYNAMIC HEIGHT  -        803.104 (meters)     2634.85  (feet) COMP
 MM0341  MODELED GRAVITY -    980,002.9   (mgal)                       NAVD 88
 MM0341
 MM0341  VERT ORDER      -  FIRST     CLASS II
 MM0341
 MM0341.The horizontal coordinates were scaled from a map and have
 MM0341.an estimated accuracy of +/- 6 seconds.
 MM0341
 MM0341.The orthometric height was determined by differential leveling and
 MM0341.adjusted by the NATIONAL GEODETIC SURVEY
 MM0341.in June 1991.
 MM0341
 MM0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0341.GEOID18 height accuracy estimate available here.
 MM0341
 MM0341.Click photographs - Photos may exist for this station.
 MM0341
 MM0341.The dynamic height is computed by dividing the NAVD 88
 MM0341.geopotential number by the normal gravity value computed on the
 MM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0341.degrees latitude (g = 980.6199 gals.).
 MM0341
 MM0341.The modeled gravity was interpolated from observed gravity values.
 MM0341
 MM0341;                    North         East    Units  Estimated Accuracy
 MM0341;SPC NE       -   129,680.      471,730.      MT  (+/- 180 meters Scaled)
 MM0341
 MM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL876397(NAD 83)
 MM0341
 MM0341                          SUPERSEDED SURVEY CONTROL
 MM0341
 MM0341  NGVD 29 (02/14/92)  803.254  (m)         2635.34   (f) ADJUSTED    1 2
 MM0341
 MM0341.Superseded values are not recommended for survey control.
 MM0341
 MM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0341.See file dsdata.pdf to determine how the superseded data were derived.
 MM0341
 MM0341_MARKER: F = FLANGE-ENCASED ROD
 MM0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0341_STAMPING: S 426 1986
 MM0341_MARK LOGO: NGS
 MM0341_PROJECTION: FLUSH
 MM0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0341+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 MM0341_ROD/PIPE-DEPTH: 9.7 meters
 MM0341
 MM0341  HISTORY     - Date     Condition        Report By
 MM0341  HISTORY     - 1986     MONUMENTED       NGS
 MM0341  HISTORY     - 20100907 GOOD             NEGS
 MM0341  HISTORY     - 20200213 GOOD             NEGS
 MM0341
 MM0341                          STATION DESCRIPTION
 MM0341
 MM0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0341'3.9 KM (2.4 MI) SE FROM BRADY.
 MM0341'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 MM0341'AT BRADY, THENCE 3.55 KM (2.2 MI) SOUTHEAST ALONG US HIGHWAY 30, ON
 MM0341'THE NORTHWEST BASE OF A SMALL SAND HILL, 0.35 KM (0.2 MI) NORTHWEST OF
 MM0341'MILEPOST 203, 19.8 METERS (65 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 MM0341'128.5 METERS (421.5 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND
 MM0341'0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 MM0341'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0341'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MM0341'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 MM0341
 MM0341                          STATION RECOVERY (2010)
 MM0341
 MM0341'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0341'RECOVERED IN GOOD CONDITION.
 MM0341
 MM0341                          STATION RECOVERY (2020)
 MM0341
 MM0341'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MM0341'THE STATION DESCRIPTION FROM 1986 IS STILL USEABLE AND THE TIES ARE
 MM0341'REPORTED TO BE INTACT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2139 ***********************************************************************
 MK2139  DESIGNATION -  S 428
 MK2139  PID         -  MK2139
 MK2139  STATE/COUNTY-  NE/DOUGLAS
 MK2139  COUNTRY     -  US
 MK2139  USGS QUAD   -  RALSTON (2017)
 MK2139
 MK2139                         *CURRENT SURVEY CONTROL
 MK2139  ______________________________________________________________________
 MK2139* NAD 83(1986) POSITION- 41 13 18.     (N) 096 03 47.     (W)   SCALED
 MK2139* NAVD 88 ORTHO HEIGHT -   339.749 (meters)     1114.66  (feet) ADJUSTED
 MK2139  ______________________________________________________________________
 MK2139  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 MK2139  DYNAMIC HEIGHT  -        339.607 (meters)     1114.19  (feet) COMP
 MK2139  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 MK2139
 MK2139  VERT ORDER      -  FIRST     CLASS II
 MK2139
 MK2139.The horizontal coordinates were scaled from a map and have
 MK2139.an estimated accuracy of +/- 6 seconds.
 MK2139
 MK2139.The orthometric height was determined by differential leveling and
 MK2139.adjusted by the NATIONAL GEODETIC SURVEY
 MK2139.in June 1991.
 MK2139
 MK2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2139.GEOID18 height accuracy estimate available here.
 MK2139
 MK2139.Click photographs - Photos may exist for this station.
 MK2139
 MK2139.The dynamic height is computed by dividing the NAVD 88
 MK2139.geopotential number by the normal gravity value computed on the
 MK2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2139.degrees latitude (g = 980.6199 gals.).
 MK2139
 MK2139.The modeled gravity was interpolated from observed gravity values.
 MK2139
 MK2139;                    North         East    Units  Estimated Accuracy
 MK2139;SPC NE       -   161,650.      829,900.      MT  (+/- 180 meters Scaled)
 MK2139
 MK2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL461675(NAD 83)
 MK2139
 MK2139                          SUPERSEDED SURVEY CONTROL
 MK2139
 MK2139.No superseded survey control is available for this station.
 MK2139
 MK2139_MARKER: I = METAL ROD
 MK2139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2139_STAMPING: S 428 1989
 MK2139_MARK LOGO: NGS
 MK2139_PROJECTION: FLUSH
 MK2139_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2139+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2011
 MK2139_ROD/PIPE-DEPTH: 9.7 meters
 MK2139
 MK2139  HISTORY     - Date     Condition        Report By
 MK2139  HISTORY     - 1989     MONUMENTED       NGS
 MK2139  HISTORY     - 20110204 GOOD             INDIV
 MK2139
 MK2139                          STATION DESCRIPTION
 MK2139
 MK2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2139'IN OMAHA, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 96TH
 MK2139'STREET, 79.3 M (260.2 FT) WEST OF THE CENTER OF THE STREET, 26.2 M
 MK2139'(86.0 FT) NORTH OF THE NEAR RAIL, 14.6 M (47.9 FT) SOUTH OF A
 MK2139'RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) WEST OF UTILITY POLE NUMBER 11,
 MK2139'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) EAST
 MK2139'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2139'5-INCH LOGO CAP.
 MK2139
 MK2139                          STATION RECOVERY (2011)
 MK2139
 MK2139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1347 ***********************************************************************
 MJ1347  DESIGNATION -  S 429
 MJ1347  PID         -  MJ1347
 MJ1347  STATE/COUNTY-  NE/DOUGLAS
 MJ1347  COUNTRY     -  US
 MJ1347  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1347
 MJ1347                         *CURRENT SURVEY CONTROL
 MJ1347  ______________________________________________________________________
 MJ1347* NAD 83(1986) POSITION- 41 14 04.     (N) 095 56 19.     (W)   SCALED
 MJ1347* NAVD 88 ORTHO HEIGHT -   363.947 (meters)     1194.05  (feet) ADJUSTED
 MJ1347  ______________________________________________________________________
 MJ1347  GEOID HEIGHT    -        -27.443 (meters)                     GEOID18
 MJ1347  DYNAMIC HEIGHT  -        363.796 (meters)     1193.55  (feet) COMP
 MJ1347  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 MJ1347
 MJ1347  VERT ORDER      -  FIRST     CLASS II
 MJ1347
 MJ1347.The horizontal coordinates were scaled from a map and have
 MJ1347.an estimated accuracy of +/- 6 seconds.
 MJ1347
 MJ1347.The orthometric height was determined by differential leveling and
 MJ1347.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1347.in June 1991.
 MJ1347
 MJ1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1347.GEOID18 height accuracy estimate available here.
 MJ1347
 MJ1347.Click photographs - Photos may exist for this station.
 MJ1347
 MJ1347.The dynamic height is computed by dividing the NAVD 88
 MJ1347.geopotential number by the normal gravity value computed on the
 MJ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1347.degrees latitude (g = 980.6199 gals.).
 MJ1347
 MJ1347.The modeled gravity was interpolated from observed gravity values.
 MJ1347
 MJ1347;                    North         East    Units  Estimated Accuracy
 MJ1347;SPC NE       -   163,550.      840,250.      MT  (+/- 180 meters Scaled)
 MJ1347
 MJ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF537689(NAD 83)
 MJ1347
 MJ1347                          SUPERSEDED SURVEY CONTROL
 MJ1347
 MJ1347.No superseded survey control is available for this station.
 MJ1347
 MJ1347_MARKER: I = METAL ROD
 MJ1347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1347_STAMPING: S 429 1989
 MJ1347_MARK LOGO: NGS
 MJ1347_PROJECTION: FLUSH
 MJ1347_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1347+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1347_ROD/PIPE-DEPTH: 17.1 meters
 MJ1347
 MJ1347  HISTORY     - Date     Condition        Report By
 MJ1347  HISTORY     - 1989     MONUMENTED       NGS
 MJ1347
 MJ1347                          STATION DESCRIPTION
 MJ1347
 MJ1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1347'IN OMAHA, AT THE INTERSECTION OF 17TH AND BANCROFT STREETS, 9.0 M
 MJ1347'(29.5 FT) WEST OF THE CENTER OF 17TH STREET, 6.3 M (20.7 FT)
 MJ1347'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 2470 17TH STREET, 4.4
 MJ1347'M (14.4 FT) NORTH OF THE CENTER OF BANCROFT STREET, 1.4 M (4.6 FT)
 MJ1347'SOUTHWEST OF THE EAST END OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) SOUTH
 MJ1347'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE STREET.  NOTE--ACCESS
 MJ1347'TO THE DATUM POINT IS THROUGH A 5-INCH LOGL CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0536 ***********************************************************************
 NO0536  DESIGNATION -  S 431
 NO0536  PID         -  NO0536
 NO0536  STATE/COUNTY-  NE/CHERRY
 NO0536  COUNTRY     -  US
 NO0536  USGS QUAD   -  HUDSON LAKE (2017)
 NO0536
 NO0536                         *CURRENT SURVEY CONTROL
 NO0536  ______________________________________________________________________
 NO0536* NAD 83(1986) POSITION- 42 37 58.     (N) 100 42 43.     (W)   SCALED
 NO0536* NAVD 88 ORTHO HEIGHT -   884.308 (meters)     2901.27  (feet) ADJUSTED
 NO0536  ______________________________________________________________________
 NO0536  GEOID HEIGHT    -        -21.352 (meters)                     GEOID18
 NO0536  DYNAMIC HEIGHT  -        883.906 (meters)     2899.95  (feet) COMP
 NO0536  MODELED GRAVITY -    980,136.5   (mgal)                       NAVD 88
 NO0536
 NO0536  VERT ORDER      -  FIRST     CLASS II
 NO0536
 NO0536.The horizontal coordinates were scaled from a map and have
 NO0536.an estimated accuracy of +/- 6 seconds.
 NO0536
 NO0536.The orthometric height was determined by differential leveling and
 NO0536.adjusted by the NATIONAL GEODETIC SURVEY
 NO0536.in June 1994.
 NO0536
 NO0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0536.GEOID18 height accuracy estimate available here.
 NO0536
 NO0536.Click photographs - Photos may exist for this station.
 NO0536
 NO0536.The dynamic height is computed by dividing the NAVD 88
 NO0536.geopotential number by the normal gravity value computed on the
 NO0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0536.degrees latitude (g = 980.6199 gals.).
 NO0536
 NO0536.The modeled gravity was interpolated from observed gravity values.
 NO0536
 NO0536;                    North         East    Units  Estimated Accuracy
 NO0536;SPC NE       -   311,070.      441,610.      MT  (+/- 180 meters Scaled)
 NO0536
 NO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN596214(NAD 83)
 NO0536
 NO0536                          SUPERSEDED SURVEY CONTROL
 NO0536
 NO0536  NGVD 29 (02/14/92)  883.997  (m)         2900.25   (f) ADJUSTED    1 2
 NO0536
 NO0536.Superseded values are not recommended for survey control.
 NO0536
 NO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0536.See file dsdata.pdf to determine how the superseded data were derived.
 NO0536
 NO0536_MARKER: I = METAL ROD
 NO0536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0536_STAMPING: S 431 1991
 NO0536_MARK LOGO: NGS
 NO0536_PROJECTION: FLUSH
 NO0536_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0536+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0536_ROD/PIPE-DEPTH: 12.1 meters
 NO0536_SLEEVE-DEPTH  : 0.9 meters
 NO0536
 NO0536  HISTORY     - Date     Condition        Report By
 NO0536  HISTORY     - 1991     MONUMENTED       NGS
 NO0536
 NO0536                          STATION DESCRIPTION
 NO0536
 NO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0536'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0536'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0536'ALONG STATE HIGHWAY SPUR 16B, THENCE 7.1 KM (4.40 MI) WESTERLY ALONG
 NO0536'A PAVED ROAD, 21.0 M (68.9 FT) WEST OF AND LEVEL WITH THE ROAD
 NO0536'CENTER, 4.8 M (15.7 FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT)
 NO0536'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0536'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 NO0536'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0556 ***********************************************************************
 NO0556  DESIGNATION -  S 432
 NO0556  PID         -  NO0556
 NO0556  STATE/COUNTY-  NE/CHERRY
 NO0556  COUNTRY     -  US
 NO0556  USGS QUAD   -  BRUSH HILL (2017)
 NO0556
 NO0556                         *CURRENT SURVEY CONTROL
 NO0556  ______________________________________________________________________
 NO0556* NAD 83(1986) POSITION- 42 22 54.     (N) 101 01 58.     (W)   SCALED
 NO0556* NAVD 88 ORTHO HEIGHT -   958.075 (meters)     3143.28  (feet) ADJUSTED
 NO0556  ______________________________________________________________________
 NO0556  GEOID HEIGHT    -        -20.416 (meters)                     GEOID18
 NO0556  DYNAMIC HEIGHT  -        957.620 (meters)     3141.79  (feet) COMP
 NO0556  MODELED GRAVITY -    980,114.0   (mgal)                       NAVD 88
 NO0556
 NO0556  VERT ORDER      -  FIRST     CLASS II
 NO0556
 NO0556.The horizontal coordinates were scaled from a map and have
 NO0556.an estimated accuracy of +/- 6 seconds.
 NO0556
 NO0556.The orthometric height was determined by differential leveling and
 NO0556.adjusted by the NATIONAL GEODETIC SURVEY
 NO0556.in June 1994.
 NO0556
 NO0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0556.GEOID18 height accuracy estimate available here.
 NO0556
 NO0556.Click photographs - Photos may exist for this station.
 NO0556
 NO0556.The dynamic height is computed by dividing the NAVD 88
 NO0556.geopotential number by the normal gravity value computed on the
 NO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0556.degrees latitude (g = 980.6199 gals.).
 NO0556
 NO0556.The modeled gravity was interpolated from observed gravity values.
 NO0556
 NO0556;                    North         East    Units  Estimated Accuracy
 NO0556;SPC NE       -   283,450.      414,970.      MT  (+/- 180 meters Scaled)
 NO0556
 NO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM326941(NAD 83)
 NO0556
 NO0556                          SUPERSEDED SURVEY CONTROL
 NO0556
 NO0556  NGVD 29 (02/14/92)  957.777  (m)         3142.31   (f) ADJUSTED    1 2
 NO0556
 NO0556.Superseded values are not recommended for survey control.
 NO0556
 NO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0556.See file dsdata.pdf to determine how the superseded data were derived.
 NO0556
 NO0556_MARKER: I = METAL ROD
 NO0556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0556_STAMPING: S 432 1991
 NO0556_MARK LOGO: NGS
 NO0556_PROJECTION: FLUSH
 NO0556_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0556+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0556_ROD/PIPE-DEPTH: 12.1 meters
 NO0556_SLEEVE-DEPTH  : 0.9 meters
 NO0556
 NO0556  HISTORY     - Date     Condition        Report By
 NO0556  HISTORY     - 1991     MONUMENTED       NGS
 NO0556
 NO0556                          STATION DESCRIPTION
 NO0556
 NO0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0556'38.9 KM (24.15 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0556'OF STATE HIGHWAY 2 IN MULLEN, 40.1 M (131.6 FT) WEST OF THE HIGHWAY
 NO0556'CENTERLINE, 19.3 M (63.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD,
 NO0556'18.2 M (59.7 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A
 NO0556'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NO0556'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0556'CAP.  THE MONUMENT DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 NO0556'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0535 ***********************************************************************
 MM0535  DESIGNATION -  S 433
 MM0535  PID         -  MM0535
 MM0535  STATE/COUNTY-  NE/MCPHERSON
 MM0535  COUNTRY     -  US
 MM0535  USGS QUAD   -  TRYON (2017)
 MM0535
 MM0535                         *CURRENT SURVEY CONTROL
 MM0535  ______________________________________________________________________
 MM0535* NAD 83(1986) POSITION- 41 30 43.58   (N) 100 53 10.93   (W)   HD_HELD1
 MM0535* NAVD 88 ORTHO HEIGHT -   981.547 (meters)     3220.29  (feet) ADJUSTED
 MM0535  ______________________________________________________________________
 MM0535  GEOID HEIGHT    -        -21.801 (meters)                     GEOID18
 MM0535  DYNAMIC HEIGHT  -        980.955 (meters)     3218.35  (feet) COMP
 MM0535  MODELED GRAVITY -    979,987.0   (mgal)                       NAVD 88
 MM0535
 MM0535  VERT ORDER      -  FIRST     CLASS II
 MM0535
 MM0535.The horizontal coordinates were determined by differentially corrected
 MM0535.hand held GPS observations or other comparable positioning techniques
 MM0535.and have an estimated accuracy of +/- 3 meters.
 MM0535
 MM0535.The orthometric height was determined by differential leveling and
 MM0535.adjusted by the NATIONAL GEODETIC SURVEY
 MM0535.in June 1994.
 MM0535
 MM0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0535.GEOID18 height accuracy estimate available here.
 MM0535
 MM0535.Click photographs - Photos may exist for this station.
 MM0535
 MM0535.The dynamic height is computed by dividing the NAVD 88
 MM0535.geopotential number by the normal gravity value computed on the
 MM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0535.degrees latitude (g = 980.6199 gals.).
 MM0535
 MM0535.The modeled gravity was interpolated from observed gravity values.
 MM0535
 MM0535;                    North         East    Units  Estimated Accuracy
 MM0535;SPC NE       -   186,765.2     426,031.9     MT  (+/- 3 meters HH1 GPS) 
 MM0535
 MM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4258497325(NAD 83)
 MM0535
 MM0535                          SUPERSEDED SURVEY CONTROL
 MM0535
 MM0535  NGVD 29 (02/14/92)  981.174  (m)         3219.07   (f) ADJUSTED    1 2
 MM0535
 MM0535.Superseded values are not recommended for survey control.
 MM0535
 MM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0535.See file dsdata.pdf to determine how the superseded data were derived.
 MM0535
 MM0535_MARKER: F = FLANGE-ENCASED ROD
 MM0535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0535_STAMPING: S 433 1991
 MM0535_MARK LOGO: NGS
 MM0535_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0535+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 MM0535_ROD/PIPE-DEPTH: 20.1 meters
 MM0535_SLEEVE-DEPTH  : 7.9 meters
 MM0535
 MM0535  HISTORY     - Date     Condition        Report By
 MM0535  HISTORY     - 1991     MONUMENTED       NGS
 MM0535  HISTORY     - 20180529 GOOD             NEGS
 MM0535
 MM0535                          STATION DESCRIPTION
 MM0535
 MM0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0535'8.3 KM (5.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0535'IN TRYON, 1.3 KM (0.80 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 92,
 MM0535'21.5 M (70.5 FT) EAST OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT)
 MM0535'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 MM0535'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 MM0535'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0535
 MM0535                          STATION RECOVERY (2018)
 MM0535
 MM0535'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 MM0535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1427 ***********************************************************************
 LH1427  DESIGNATION -  S 434
 LH1427  PID         -  LH1427
 LH1427  STATE/COUNTY-  NE/DAWSON
 LH1427  COUNTRY     -  US
 LH1427  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1427
 LH1427                         *CURRENT SURVEY CONTROL
 LH1427  ______________________________________________________________________
 LH1427* NAD 83(1986) POSITION- 40 46 10.     (N) 099 42 40.     (W)   SCALED
 LH1427* NAVD 88 ORTHO HEIGHT -   725.086 (meters)     2378.89  (feet) ADJUSTED
 LH1427  ______________________________________________________________________
 LH1427  GEOID HEIGHT    -        -23.874 (meters)                     GEOID18
 LH1427  DYNAMIC HEIGHT  -        724.662 (meters)     2377.50  (feet) COMP
 LH1427  MODELED GRAVITY -    980,015.6   (mgal)                       NAVD 88
 LH1427
 LH1427  VERT ORDER      -  FIRST     CLASS II
 LH1427
 LH1427.The horizontal coordinates were scaled from a map and have
 LH1427.an estimated accuracy of +/- 6 seconds.
 LH1427
 LH1427.The orthometric height was determined by differential leveling and
 LH1427.adjusted by the NATIONAL GEODETIC SURVEY
 LH1427.in May 1993.
 LH1427
 LH1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1427.GEOID18 height accuracy estimate available here.
 LH1427
 LH1427.Click photographs - Photos may exist for this station.
 LH1427
 LH1427.The dynamic height is computed by dividing the NAVD 88
 LH1427.geopotential number by the normal gravity value computed on the
 LH1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1427.degrees latitude (g = 980.6199 gals.).
 LH1427
 LH1427.The modeled gravity was interpolated from observed gravity values.
 LH1427
 LH1427;                    North         East    Units  Estimated Accuracy
 LH1427;SPC NE       -   103,980.      524,380.      MT  (+/- 180 meters Scaled)
 LH1427
 LH1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML399134(NAD 83)
 LH1427
 LH1427                          SUPERSEDED SURVEY CONTROL
 LH1427
 LH1427  NGVD 29 (02/14/92)  724.817  (m)         2378.00   (f) ADJUSTED    1 2
 LH1427
 LH1427.Superseded values are not recommended for survey control.
 LH1427
 LH1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1427.See file dsdata.pdf to determine how the superseded data were derived.
 LH1427
 LH1427_MARKER: I = METAL ROD
 LH1427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1427_STAMPING: S 434 1991
 LH1427_MARK LOGO: NGS
 LH1427_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1427_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1427+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1427_ROD/PIPE-DEPTH: 15.2 meters
 LH1427
 LH1427  HISTORY     - Date     Condition        Report By
 LH1427  HISTORY     - 1991     MONUMENTED       NGS
 LH1427
 LH1427                          STATION DESCRIPTION
 LH1427
 LH1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1427'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1427'U.S. HIGHWAY 283 IN LEXINGTON, 27.0 M (88.6 FT) SOUTHWEST OF AND
 LH1427'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 19.5 M (64.0 FT) WEST OF
 LH1427'THE CENTER OF A PAVED ROAD, 13.0 M (42.7 FT) NORTHEAST OF THE NEAR
 LH1427'RAIL OF THE UNION PACIFIC RAILROAD, 1.4 M (4.6 FT) NORTHWEST OF A
 LH1427'UTILITY POLE, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 LH1427'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1453 ***********************************************************************
 LH1453  DESIGNATION -  S 435
 LH1453  PID         -  LH1453
 LH1453  STATE/COUNTY-  NE/BUFFALO
 LH1453  COUNTRY     -  US
 LH1453  USGS QUAD   -  GIBBON NORTH (2017)
 LH1453
 LH1453                         *CURRENT SURVEY CONTROL
 LH1453  ______________________________________________________________________
 LH1453* NAD 83(1986) POSITION- 40 45 01.     (N) 098 50 34.     (W)   SCALED
 LH1453* NAVD 88 ORTHO HEIGHT -   627.789 (meters)     2059.67  (feet) ADJUSTED
 LH1453  ______________________________________________________________________
 LH1453  GEOID HEIGHT    -        -24.603 (meters)                     GEOID18
 LH1453  DYNAMIC HEIGHT  -        627.440 (meters)     2058.53  (feet) COMP
 LH1453  MODELED GRAVITY -    980,047.9   (mgal)                       NAVD 88
 LH1453
 LH1453  VERT ORDER      -  FIRST     CLASS II
 LH1453
 LH1453.The horizontal coordinates were scaled from a map and have
 LH1453.an estimated accuracy of +/- 6 seconds.
 LH1453
 LH1453.The orthometric height was determined by differential leveling and
 LH1453.adjusted by the NATIONAL GEODETIC SURVEY
 LH1453.in May 1993.
 LH1453
 LH1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1453.GEOID18 height accuracy estimate available here.
 LH1453
 LH1453.Click photographs - Photos may exist for this station.
 LH1453
 LH1453.The dynamic height is computed by dividing the NAVD 88
 LH1453.geopotential number by the normal gravity value computed on the
 LH1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1453.degrees latitude (g = 980.6199 gals.).
 LH1453
 LH1453.The modeled gravity was interpolated from observed gravity values.
 LH1453
 LH1453;                    North         East    Units  Estimated Accuracy
 LH1453;SPC NE       -   102,460.      597,700.      MT  (+/- 180 meters Scaled)
 LH1453
 LH1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132110(NAD 83)
 LH1453
 LH1453                          SUPERSEDED SURVEY CONTROL
 LH1453
 LH1453  NGVD 29 (02/14/92)  627.530  (m)         2058.82   (f) ADJUSTED    1 2
 LH1453
 LH1453.Superseded values are not recommended for survey control.
 LH1453
 LH1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1453.See file dsdata.pdf to determine how the superseded data were derived.
 LH1453
 LH1453_MARKER: I = METAL ROD
 LH1453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1453_STAMPING: S 435 1991
 LH1453_MARK LOGO: NGS
 LH1453_PROJECTION: FLUSH
 LH1453_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1453+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1453_ROD/PIPE-DEPTH: 20.8 meters
 LH1453
 LH1453  HISTORY     - Date     Condition        Report By
 LH1453  HISTORY     - 1991     MONUMENTED       NGS
 LH1453
 LH1453                          STATION DESCRIPTION
 LH1453
 LH1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1453'IN GIBBON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND MURNEN AVENUE,
 LH1453'25.5 M (83.7 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, 11.5 M
 LH1453'(37.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.4 M (37.4 FT)
 LH1453'NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 3.5 M (11.5 FT)
 LH1453'EAST OF A DOUBLE UTILITY POLE WITH 4 GUY CABLES, 0.5 M (1.6 FT) WEST
 LH1453'OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LH1453'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1495 ***********************************************************************
 LH1495  DESIGNATION -  S 436
 LH1495  PID         -  LH1495
 LH1495  STATE/COUNTY-  NE/CLAY
 LH1495  COUNTRY     -  US
 LH1495  USGS QUAD   -  INLAND (2017)
 LH1495
 LH1495                         *CURRENT SURVEY CONTROL
 LH1495  ______________________________________________________________________
 LH1495* NAD 83(1986) POSITION- 40 34 57.     (N) 098 13 55.     (W)   SCALED
 LH1495* NAVD 88 ORTHO HEIGHT -   564.420 (meters)     1851.77  (feet) ADJUSTED
 LH1495  ______________________________________________________________________
 LH1495  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 LH1495  DYNAMIC HEIGHT  -        564.110 (meters)     1850.75  (feet) COMP
 LH1495  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 LH1495
 LH1495  VERT ORDER      -  FIRST     CLASS II
 LH1495
 LH1495.The horizontal coordinates were scaled from a map and have
 LH1495.an estimated accuracy of +/- 6 seconds.
 LH1495
 LH1495.The orthometric height was determined by differential leveling and
 LH1495.adjusted by the NATIONAL GEODETIC SURVEY
 LH1495.in May 1993.
 LH1495
 LH1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1495.GEOID18 height accuracy estimate available here.
 LH1495
 LH1495.Click photographs - Photos may exist for this station.
 LH1495
 LH1495.The dynamic height is computed by dividing the NAVD 88
 LH1495.geopotential number by the normal gravity value computed on the
 LH1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1495.degrees latitude (g = 980.6199 gals.).
 LH1495
 LH1495.The modeled gravity was interpolated from observed gravity values.
 LH1495
 LH1495;                    North         East    Units  Estimated Accuracy
 LH1495;SPC NE       -    84,710.      649,650.      MT  (+/- 180 meters Scaled)
 LH1495
 LH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK650926(NAD 83)
 LH1495
 LH1495                          SUPERSEDED SURVEY CONTROL
 LH1495
 LH1495.No superseded survey control is available for this station.
 LH1495
 LH1495_MARKER: I = METAL ROD
 LH1495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1495_STAMPING: S 436 1991
 LH1495_MARK LOGO: NGS
 LH1495_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1495_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1495+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1495_ROD/PIPE-DEPTH: 14.6 meters
 LH1495
 LH1495  HISTORY     - Date     Condition        Report By
 LH1495  HISTORY     - 1991     MONUMENTED       NGS
 LH1495
 LH1495                          STATION DESCRIPTION
 LH1495
 LH1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1495'15.0 KM (9.30 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1495'U.S. HIGHWAY 281 IN HASTINGS, 20.9 M (68.6 FT) NORTH OF THE HIGHWAY
 LH1495'CENTERLINE, 8.8 M (28.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 LH1495'2.6 M (8.5 FT) EAST OF AN UNDERGROUND CABLE WARNING POST, 1.2 M (3.9
 LH1495'FT) WEST OF A RIGHT-OF-WAY POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 LH1495'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LH1495'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1273 ***********************************************************************
 LG1273  DESIGNATION -  S 437
 LG1273  PID         -  LG1273
 LG1273  STATE/COUNTY-  NE/FILLMORE
 LG1273  COUNTRY     -  US
 LG1273  USGS QUAD   -  FAIRMONT (2017)
 LG1273
 LG1273                         *CURRENT SURVEY CONTROL
 LG1273  ______________________________________________________________________
 LG1273* NAD 83(1986) POSITION- 40 38 24.96   (N) 097 30 07.64   (W)   HD_HELD1
 LG1273* NAVD 88 ORTHO HEIGHT -   492.128 (meters)     1614.59  (feet) ADJUSTED
 LG1273  ______________________________________________________________________
 LG1273  GEOID HEIGHT    -        -26.683 (meters)                     GEOID18
 LG1273  DYNAMIC HEIGHT  -        491.858 (meters)     1613.70  (feet) COMP
 LG1273  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 LG1273
 LG1273  VERT ORDER      -  FIRST     CLASS II
 LG1273
 LG1273.The horizontal coordinates were determined by differentially corrected
 LG1273.hand held GPS observations or other comparable positioning techniques
 LG1273.and have an estimated accuracy of +/- 3 meters.
 LG1273
 LG1273.The orthometric height was determined by differential leveling and
 LG1273.adjusted by the NATIONAL GEODETIC SURVEY
 LG1273.in May 1993.
 LG1273
 LG1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1273.GEOID18 height accuracy estimate available here.
 LG1273
 LG1273.Click photographs - Photos may exist for this station.
 LG1273
 LG1273.The dynamic height is computed by dividing the NAVD 88
 LG1273.geopotential number by the normal gravity value computed on the
 LG1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1273.degrees latitude (g = 980.6199 gals.).
 LG1273
 LG1273.The modeled gravity was interpolated from observed gravity values.
 LG1273
 LG1273;                    North         East    Units  Estimated Accuracy
 LG1273;SPC NE       -    92,644.5     711,220.3     MT  (+/- 3 meters HH1 GPS) 
 LG1273
 LG1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2665899902(NAD 83)
 LG1273
 LG1273                          SUPERSEDED SURVEY CONTROL
 LG1273
 LG1273.No superseded survey control is available for this station.
 LG1273
 LG1273_MARKER: F = FLANGE-ENCASED ROD
 LG1273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1273_STAMPING: S 437 1991
 LG1273_MARK LOGO: NGS
 LG1273_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1273+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 LG1273_ROD/PIPE-DEPTH: 9.1 meters
 LG1273_SLEEVE-DEPTH  : 0.9 meters
 LG1273
 LG1273  HISTORY     - Date     Condition        Report By
 LG1273  HISTORY     - 1991     MONUMENTED       NGS
 LG1273  HISTORY     - 20200603 GOOD             NEGS
 LG1273
 LG1273                          STATION DESCRIPTION
 LG1273
 LG1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1273'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1273'U.S. HIGHWAY 81 IN FAIRMONT, 22.2 M (72.8 FT) SOUTH OF THE
 LG1273'CENTERLINE OF THE HIGHWAY, 11.6 M (38.1 FT) EAST OF THE CENTER OF A
 LG1273'GRAVELED ROAD, 1.2 M (3.9 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER AND
 LG1273'A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 LG1273'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LG1273'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1273'THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1273
 LG1273                          STATION RECOVERY (2020)
 LG1273
 LG1273'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1273'THE MARK IS NOW 4.7 FT (1.4 M) NORTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1315 ***********************************************************************
 LG1315  DESIGNATION -  S 438
 LG1315  PID         -  LG1315
 LG1315  STATE/COUNTY-  NE/LANCASTER
 LG1315  COUNTRY     -  US
 LG1315  USGS QUAD   -  LINCOLN (2017)
 LG1315
 LG1315                         *CURRENT SURVEY CONTROL
 LG1315  ______________________________________________________________________
 LG1315* NAD 83(1986) POSITION- 40 45 00.96   (N) 096 42 47.04   (W)   HD_HELD1
 LG1315* NAVD 88 ORTHO HEIGHT -   364.847 (meters)     1197.00  (feet) ADJUSTED
 LG1315  ______________________________________________________________________
 LG1315  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LG1315  DYNAMIC HEIGHT  -        364.689 (meters)     1196.48  (feet) COMP
 LG1315  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 LG1315
 LG1315  VERT ORDER      -  FIRST     CLASS II
 LG1315
 LG1315.The horizontal coordinates were determined by differentially corrected
 LG1315.hand held GPS observations or other comparable positioning techniques
 LG1315.and have an estimated accuracy of +/- 3 meters.
 LG1315
 LG1315.The orthometric height was determined by differential leveling and
 LG1315.adjusted by the NATIONAL GEODETIC SURVEY
 LG1315.in May 1993.
 LG1315
 LG1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1315.GEOID18 height accuracy estimate available here.
 LG1315
 LG1315.Click photographs - Photos may exist for this station.
 LG1315
 LG1315.The dynamic height is computed by dividing the NAVD 88
 LG1315.geopotential number by the normal gravity value computed on the
 LG1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1315.degrees latitude (g = 980.6199 gals.).
 LG1315
 LG1315.The modeled gravity was interpolated from observed gravity values.
 LG1315
 LG1315;                    North         East    Units  Estimated Accuracy
 LG1315;SPC NE       -   107,080.0     777,450.2     MT  (+/- 3 meters HH1 GPS) 
 LG1315
 LG1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9306613550(NAD 83)
 LG1315
 LG1315                          SUPERSEDED SURVEY CONTROL
 LG1315
 LG1315.No superseded survey control is available for this station.
 LG1315
 LG1315_MARKER: DV = VERTICAL CONTROL DISK
 LG1315_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1315_SP_SET: ABUTMENT
 LG1315_STAMPING: S 438 1991
 LG1315_MARK LOGO: NGS
 LG1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1315+STABILITY: POSITION/ELEVATION WELL
 LG1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1315+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 LG1315
 LG1315  HISTORY     - Date     Condition        Report By
 LG1315  HISTORY     - 1991     MONUMENTED       NGS
 LG1315  HISTORY     - 20060822 GOOD             NEDR
 LG1315
 LG1315                          STATION DESCRIPTION
 LG1315
 LG1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1315'2.9 KM (1.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1315'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, SET VERTICALLY IN
 LG1315'THE NORTHWEST FACE OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 LG1315'SOUTHBOUND HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 7.9
 LG1315'M (25.9 FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 LG1315'HIGHWAY, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1315
 LG1315                          STATION RECOVERY (2006)
 LG1315
 LG1315'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1342 ***********************************************************************
 LG1342  DESIGNATION -  S 439
 LG1342  PID         -  LG1342
 LG1342  STATE/COUNTY-  NE/OTOE
 LG1342  COUNTRY     -  US
 LG1342  USGS QUAD   -  UNADILLA (2017)
 LG1342
 LG1342                         *CURRENT SURVEY CONTROL
 LG1342  ______________________________________________________________________
 LG1342* NAD 83(1986) POSITION- 40 40 55.87   (N) 096 16 30.15   (W)   HD_HELD1
 LG1342* NAVD 88 ORTHO HEIGHT -   327.700 (meters)     1075.13  (feet) ADJUSTED
 LG1342  ______________________________________________________________________
 LG1342  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 LG1342  DYNAMIC HEIGHT  -        327.548 (meters)     1074.63  (feet) COMP
 LG1342  MODELED GRAVITY -    980,151.2   (mgal)                       NAVD 88
 LG1342
 LG1342  VERT ORDER      -  FIRST     CLASS II
 LG1342
 LG1342.The horizontal coordinates were determined by differentially corrected
 LG1342.hand held GPS observations or other comparable positioning techniques
 LG1342.and have an estimated accuracy of +/- 3 meters.
 LG1342
 LG1342.The orthometric height was determined by differential leveling and
 LG1342.adjusted by the NATIONAL GEODETIC SURVEY
 LG1342.in May 1993.
 LG1342
 LG1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1342.GEOID18 height accuracy estimate available here.
 LG1342
 LG1342.Click photographs - Photos may exist for this station.
 LG1342
 LG1342.The dynamic height is computed by dividing the NAVD 88
 LG1342.geopotential number by the normal gravity value computed on the
 LG1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1342.degrees latitude (g = 980.6199 gals.).
 LG1342
 LG1342.The modeled gravity was interpolated from observed gravity values.
 LG1342
 LG1342;                    North         East    Units  Estimated Accuracy
 LG1342;SPC NE       -   101,027.9     814,728.0     MT  (+/- 3 meters HH1 GPS) 
 LG1342
 LG1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3028307048(NAD 83)
 LG1342
 LG1342                          SUPERSEDED SURVEY CONTROL
 LG1342
 LG1342.No superseded survey control is available for this station.
 LG1342
 LG1342_MARKER: F = FLANGE-ENCASED ROD
 LG1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1342_STAMPING: S 439 1991
 LG1342_MARK LOGO: NGS
 LG1342_PROJECTION: FLUSH
 LG1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1342+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2020
 LG1342_ROD/PIPE-DEPTH: 12.4 meters
 LG1342
 LG1342  HISTORY     - Date     Condition        Report By
 LG1342  HISTORY     - 1991     MONUMENTED       NGS
 LG1342  HISTORY     - 20200831 GOOD             NEGS
 LG1342
 LG1342                          STATION DESCRIPTION
 LG1342
 LG1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1342'0.2 KM (0.10 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 LG1342'UNADILLA, 43.0 M (141.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 LG1342'16.0 M (52.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 LG1342'NORTHERN RAILROAD, 13.2 M (43.3 FT) SOUTH OF THE CENTER OF THE
 LG1342'STREET, 4.2 M (13.8 FT) WEST OF A FENCE CORNER, 0.5 M (1.6 FT) EAST
 LG1342'OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1342'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1342
 LG1342                          STATION RECOVERY (2020)
 LG1342
 LG1342'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1342'TO REACH FROM THE INTERSECTION OF MAIN STREET, H ROAD AND NORTH 20TH
 LG1342'ROAD IN THE SOUTHWEST CORNER OF UNADILLA, NE., GO WEST ON COUNTY ROAD
 LG1342'H FOR 150 FT (45.7 M) TO THE MARK ON THE LEFT (SOUTH) SIDE OF THE
 LG1342'ROAD.  IT IS 1.8 FT (0.5 M) EAST OF THE EAST EDGE OF A FIBERGLASS
 LG1342'WITNESS POST, 47.0 FT (14.3 M)  SOUTH OF THE CENTERLINE OF THE COUNTY
 LG1342'ROAD AND 53.4 FT (16.3 M) SOUTHWEST OF THE SOUTHWEST RAIL OF A
 LG1342'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1378 ***********************************************************************
 LG1378  DESIGNATION -  S 440
 LG1378  PID         -  LG1378
 LG1378  STATE/COUNTY-  NE/LANCASTER
 LG1378  COUNTRY     -  US
 LG1378  USGS QUAD   -  LINCOLN (2017)
 LG1378
 LG1378                         *CURRENT SURVEY CONTROL
 LG1378  ______________________________________________________________________
 LG1378* NAD 83(1986) POSITION- 40 51 25.36   (N) 096 39 01.34   (W)   HD_HELD1
 LG1378* NAVD 88 ORTHO HEIGHT -   348.076 (meters)     1141.98  (feet) ADJUSTED
 LG1378  ______________________________________________________________________
 LG1378  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 LG1378  DYNAMIC HEIGHT  -        347.925 (meters)     1141.48  (feet) COMP
 LG1378  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 LG1378
 LG1378  VERT ORDER      -  FIRST     CLASS II
 LG1378
 LG1378.The horizontal coordinates were determined by differentially corrected
 LG1378.hand held GPS observations or other comparable positioning techniques
 LG1378.and have an estimated accuracy of +/- 3 meters.
 LG1378
 LG1378.The orthometric height was determined by differential leveling and
 LG1378.adjusted by the NATIONAL GEODETIC SURVEY
 LG1378.in May 1993.
 LG1378
 LG1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1378.GEOID18 height accuracy estimate available here.
 LG1378
 LG1378.Click photographs - Photos may exist for this station.
 LG1378
 LG1378.The dynamic height is computed by dividing the NAVD 88
 LG1378.geopotential number by the normal gravity value computed on the
 LG1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1378.degrees latitude (g = 980.6199 gals.).
 LG1378
 LG1378.The modeled gravity was interpolated from observed gravity values.
 LG1378
 LG1378;                    North         East    Units  Estimated Accuracy
 LG1378;SPC NE       -   119,128.8     782,280.5     MT  (+/- 3 meters HH1 GPS) 
 LG1378
 LG1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9804125545(NAD 83)
 LG1378
 LG1378                          SUPERSEDED SURVEY CONTROL
 LG1378
 LG1378.No superseded survey control is available for this station.
 LG1378
 LG1378_MARKER: F = FLANGE-ENCASED ROD
 LG1378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1378_STAMPING: S 440 1992
 LG1378_MARK LOGO: NGS
 LG1378_PROJECTION: FLUSH
 LG1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1378+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 LG1378_ROD/PIPE-DEPTH: 4.2 meters
 LG1378
 LG1378  HISTORY     - Date     Condition        Report By
 LG1378  HISTORY     - 1992     MONUMENTED       NGS
 LG1378  HISTORY     - 20061026 GOOD             NEDR
 LG1378  HISTORY     - 20200616 GOOD             STATE
 LG1378
 LG1378                          STATION DESCRIPTION
 LG1378
 LG1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1378'0.1 KM (0.05 MI) SOUTHERLY ALONG NORTH 63RD STREET FROM THE HAVELOCK
 LG1378'STATION POST OFFICE IN LINCOLN, THENCE 1.4 KM (0.85 MI) WESTERLY
 LG1378'ALONG HAVELOCK AVENUE, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE
 LG1378'AVENUE, 6.7 M (22.0 FT) WEST-NORTHWEST OF THE WEST END OF A HEADWALL,
 LG1378'0.7 M (2.3 FT) EAST OF A UTILITY POLE WITH 2 TRANSFORMERS AND A GUY
 LG1378'CABLE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 LG1378'BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1378'THROUGH A 5-INCH LOGO CAP.
 LG1378
 LG1378                          STATION RECOVERY (2006)
 LG1378
 LG1378'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 LG1378'THE WITNESS POST REFERED TO IN THE 1992 DESCRIPTION IS GONE.
 LG1378'SINGLE VECTOR RTK NAD83 GPS POSITION N40D 51M 25.4S W096D 39M 01.3S
 LG1378
 LG1378                          STATION RECOVERY (2020)
 LG1378
 LG1378'RECOVERY NOTE BY STATE AGENCIES UNSPECIFIED 2020 (VB)
 LG1378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0590 ***********************************************************************
 NO0590  DESIGNATION -  S 441
 NO0590  PID         -  NO0590
 NO0590  STATE/COUNTY-  NE/CHERRY
 NO0590  COUNTRY     -  US
 NO0590  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0590
 NO0590                         *CURRENT SURVEY CONTROL
 NO0590  ______________________________________________________________________
 NO0590* NAD 83(1986) POSITION- 42 53 02.     (N) 100 33 51.     (W)   SCALED
 NO0590* NAVD 88 ORTHO HEIGHT -   781.790 (meters)     2564.92  (feet) ADJUSTED
 NO0590  ______________________________________________________________________
 NO0590  GEOID HEIGHT    -        -21.871 (meters)                     GEOID18
 NO0590  DYNAMIC HEIGHT  -        781.479 (meters)     2563.90  (feet) COMP
 NO0590  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 NO0590
 NO0590  VERT ORDER      -  FIRST     CLASS II
 NO0590
 NO0590.The horizontal coordinates were scaled from a map and have
 NO0590.an estimated accuracy of +/- 6 seconds.
 NO0590
 NO0590.The orthometric height was determined by differential leveling and
 NO0590.adjusted by the NATIONAL GEODETIC SURVEY
 NO0590.in June 1994.
 NO0590
 NO0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0590.GEOID18 height accuracy estimate available here.
 NO0590
 NO0590.Click photographs - Photos may exist for this station.
 NO0590
 NO0590.The dynamic height is computed by dividing the NAVD 88
 NO0590.geopotential number by the normal gravity value computed on the
 NO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0590.degrees latitude (g = 980.6199 gals.).
 NO0590
 NO0590.The modeled gravity was interpolated from observed gravity values.
 NO0590
 NO0590;                    North         East    Units  Estimated Accuracy
 NO0590;SPC NE       -   338,870.      453,910.      MT  (+/- 180 meters Scaled)
 NO0590
 NO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN722491(NAD 83)
 NO0590
 NO0590                          SUPERSEDED SURVEY CONTROL
 NO0590
 NO0590.No superseded survey control is available for this station.
 NO0590
 NO0590_MARKER: I = METAL ROD
 NO0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0590_STAMPING: S 441 1992
 NO0590_MARK LOGO: NGS
 NO0590_PROJECTION: FLUSH
 NO0590_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0590+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0590_ROD/PIPE-DEPTH: 9.1 meters
 NO0590
 NO0590  HISTORY     - Date     Condition        Report By
 NO0590  HISTORY     - 1992     MONUMENTED       NGS
 NO0590
 NO0590                          STATION DESCRIPTION
 NO0590
 NO0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0590'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0590'IN VALENTINE, 29.7 M (97.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0590'21.0 M (68.9 FT) WEST-SOUTHWEST OF THE CENTER OF THE WEST END OF A
 NO0590'CULVERT, 3.8 M (12.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, 2.7 M (8.9
 NO0590'FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 NO0590'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0590'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0528 ***********************************************************************
 LH0528  DESIGNATION -  S 5
 LH0528  PID         -  LH0528
 LH0528  STATE/COUNTY-  NE/BUFFALO
 LH0528  COUNTRY     -  US
 LH0528  USGS QUAD   -  ELM CREEK EAST (2017)
 LH0528
 LH0528                         *CURRENT SURVEY CONTROL
 LH0528  ______________________________________________________________________
 LH0528* NAD 83(1986) POSITION- 40 42 08.     (N) 099 15 26.     (W)   SCALED
 LH0528* NAVD 88 ORTHO HEIGHT -   676.812 (meters)     2220.51  (feet) ADJUSTED
 LH0528  ______________________________________________________________________
 LH0528  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 LH0528  DYNAMIC HEIGHT  -        676.423 (meters)     2219.23  (feet) COMP
 LH0528  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 LH0528
 LH0528  VERT ORDER      -  FIRST     CLASS II
 LH0528
 LH0528.The horizontal coordinates were scaled from a map and have
 LH0528.an estimated accuracy of +/- 6 seconds.
 LH0528
 LH0528.The orthometric height was determined by differential leveling and
 LH0528.adjusted by the NATIONAL GEODETIC SURVEY
 LH0528.in May 1993.
 LH0528
 LH0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0528.GEOID18 height accuracy estimate available here.
 LH0528
 LH0528.Click photographs - Photos may exist for this station.
 LH0528
 LH0528.The dynamic height is computed by dividing the NAVD 88
 LH0528.geopotential number by the normal gravity value computed on the
 LH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0528.degrees latitude (g = 980.6199 gals.).
 LH0528
 LH0528.The modeled gravity was interpolated from observed gravity values.
 LH0528
 LH0528;                    North         East    Units  Estimated Accuracy
 LH0528;SPC NE       -    96,740.      562,760.      MT  (+/- 180 meters Scaled)
 LH0528
 LH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML782057(NAD 83)
 LH0528
 LH0528                          SUPERSEDED SURVEY CONTROL
 LH0528
 LH0528  NAVD 88 (06/15/91)  676.821  (m)         2220.54   (f) SUPERSEDED  1 2
 LH0528  NGVD 29 (02/14/92)  676.553  (m)         2219.66   (f) ADJUSTED    1 2
 LH0528  NGVD 29 (??/??/87)  676.563  (m)         2219.69   (f) SUPERSEDED  1 2
 LH0528
 LH0528.Superseded values are not recommended for survey control.
 LH0528
 LH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0528.See file dsdata.pdf to determine how the superseded data were derived.
 LH0528
 LH0528_MARKER: DB = BENCH MARK DISK
 LH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0528_STAMPING: S 5 1933 2219.690
 LH0528_MARK LOGO: CGS
 LH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0528+STABILITY: SURFACE MOTION
 LH0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0528+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0528
 LH0528  HISTORY     - Date     Condition        Report By
 LH0528  HISTORY     - 1933     MONUMENTED       CGS
 LH0528  HISTORY     - 1959     GOOD             CGS
 LH0528  HISTORY     - 19910923 GOOD             NGS
 LH0528  HISTORY     - 20050906 MARK NOT FOUND   NEDR
 LH0528
 LH0528                          STATION DESCRIPTION
 LH0528
 LH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0528'AT ODESSA.
 LH0528'AT ODESSA, BUFFALO COUNTY, ABOUT 176 FEET WEST OF THE SOUTHWEST
 LH0528'CORNER OF THE UNION PACIFIC RAILROAD STATION, ABOUT 106 FEET
 LH0528'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 34 FEET SOUTH OF
 LH0528'THE CENTER LINE OF THE GRAVEL ROAD PARALLELING THE TRACK, 25.3
 LH0528'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 6 FEET
 LH0528'EAST OF A POLE.  A STANDARD DISK, STAMPED 2219.690 S 5 1933
 LH0528'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 LH0528'ABOVE GROUND.
 LH0528
 LH0528                          STATION RECOVERY (1959)
 LH0528
 LH0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LH0528'RECOVERED IN GOOD CONDITION.
 LH0528
 LH0528                          STATION RECOVERY (1991)
 LH0528
 LH0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0528'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0528'OF U.S. HIGHWAY 183 IN ELM CREEK, 82.6 M (271.0 FT) WEST OF THE
 LH0528'CENTER OF A PAVED ROAD, 32.3 M (106.0 FT) SOUTH OF THE HIGHWAY
 LH0528'CENTERLINE, 13.8 M (45.3 FT) SOUTHEAST OF A UTILITY POLE, 7.8 M (25.6
 LH0528'FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 0.9 M (3.0
 LH0528'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 LH0528'POST, NEAR THE CENTER OF 2 STEEL GUARD POSTS, AND THE MONUMENT IS
 LH0528'RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 LH0528
 LH0528                          STATION RECOVERY (2005)
 LH0528
 LH0528'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 LH0528'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0270 ***********************************************************************
 MN0270  DESIGNATION -  S 50
 MN0270  PID         -  MN0270
 MN0270  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0270  COUNTRY     -  US
 MN0270  USGS QUAD   -  MINATARE (2017)
 MN0270
 MN0270                         *CURRENT SURVEY CONTROL
 MN0270  ______________________________________________________________________
 MN0270* NAD 83(1986) POSITION- 41 50 37.     (N) 103 37 07.     (W)   SCALED
 MN0270* NAVD 88 ORTHO HEIGHT -  1178.990 (meters)     3868.07  (feet) ADJUSTED
 MN0270  ______________________________________________________________________
 MN0270  GEOID HEIGHT    -        -19.070 (meters)                     GEOID18
 MN0270  DYNAMIC HEIGHT  -       1178.226 (meters)     3865.56  (feet) COMP
 MN0270  MODELED GRAVITY -    979,934.3   (mgal)                       NAVD 88
 MN0270
 MN0270  VERT ORDER      -  SECOND    CLASS 0
 MN0270
 MN0270.The horizontal coordinates were scaled from a map and have
 MN0270.an estimated accuracy of +/- 6 seconds.
 MN0270
 MN0270.The orthometric height was determined by differential leveling and
 MN0270.adjusted by the NATIONAL GEODETIC SURVEY
 MN0270.in June 1991.
 MN0270
 MN0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0270.GEOID18 height accuracy estimate available here.
 MN0270
 MN0270.Click photographs - Photos may exist for this station.
 MN0270
 MN0270.The dynamic height is computed by dividing the NAVD 88
 MN0270.geopotential number by the normal gravity value computed on the
 MN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0270.degrees latitude (g = 980.6199 gals.).
 MN0270
 MN0270.The modeled gravity was interpolated from observed gravity values.
 MN0270
 MN0270;                    North         East    Units  Estimated Accuracy
 MN0270;SPC NE       -   229,480.      199,650.      MT  (+/- 180 meters Scaled)
 MN0270
 MN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG146333(NAD 83)
 MN0270
 MN0270                          SUPERSEDED SURVEY CONTROL
 MN0270
 MN0270  NGVD 29 (??/??/92) 1178.338  (m)         3865.93   (f) ADJ UNCH    2 0
 MN0270
 MN0270.Superseded values are not recommended for survey control.
 MN0270
 MN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0270.See file dsdata.pdf to determine how the superseded data were derived.
 MN0270
 MN0270_MARKER: DB = BENCH MARK DISK
 MN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0270_STAMPING: S 50 1934
 MN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0270+STABILITY: SURFACE MOTION
 MN0270
 MN0270  HISTORY     - Date     Condition        Report By
 MN0270  HISTORY     - 1934     MONUMENTED       CGS
 MN0270
 MN0270                          STATION DESCRIPTION
 MN0270
 MN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0270'2.6 MI SE FROM SCOTTSBLUFF.
 MN0270'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0270'RAILROAD FROM THE STATION AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY,
 MN0270'ABOUT 0.2 MILE NORTHWEST OF MILEPOST 28, 44.1 FEET NORTHEAST OF THE
 MN0270'NORTHEAST RAIL, 3.4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 MN0270'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED S 50
 MN0270'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0118 ***********************************************************************
 MN0118  DESIGNATION -  S 51
 MN0118  PID         -  MN0118
 MN0118  STATE/COUNTY-  NE/MORRILL
 MN0118  COUNTRY     -  US
 MN0118  USGS QUAD   -  BROADWATER (2017)
 MN0118
 MN0118                         *CURRENT SURVEY CONTROL
 MN0118  ______________________________________________________________________
 MN0118* NAD 83(1986) POSITION- 41 33 51.     (N) 102 45 23.     (W)   SCALED
 MN0118* NAVD 88 ORTHO HEIGHT -  1082.516 (meters)     3551.55  (feet) ADJUSTED
 MN0118  ______________________________________________________________________
 MN0118  GEOID HEIGHT    -        -19.707 (meters)                     GEOID18
 MN0118  DYNAMIC HEIGHT  -       1081.841 (meters)     3549.34  (feet) COMP
 MN0118  MODELED GRAVITY -    979,962.6   (mgal)                       NAVD 88
 MN0118
 MN0118  VERT ORDER      -  SECOND    CLASS 0
 MN0118
 MN0118.The horizontal coordinates were scaled from a map and have
 MN0118.an estimated accuracy of +/- 6 seconds.
 MN0118
 MN0118.The orthometric height was determined by differential leveling and
 MN0118.adjusted by the NATIONAL GEODETIC SURVEY
 MN0118.in June 1991.
 MN0118
 MN0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0118.GEOID18 height accuracy estimate available here.
 MN0118
 MN0118.Click photographs - Photos may exist for this station.
 MN0118
 MN0118.The dynamic height is computed by dividing the NAVD 88
 MN0118.geopotential number by the normal gravity value computed on the
 MN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0118.degrees latitude (g = 980.6199 gals.).
 MN0118
 MN0118.The modeled gravity was interpolated from observed gravity values.
 MN0118
 MN0118;                    North         East    Units  Estimated Accuracy
 MN0118;SPC NE       -   195,830.      270,200.      MT  (+/- 180 meters Scaled)
 MN0118
 MN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG870038(NAD 83)
 MN0118
 MN0118                          SUPERSEDED SURVEY CONTROL
 MN0118
 MN0118  NGVD 29 (??/??/92) 1081.981  (m)         3549.80   (f) ADJ UNCH    2 0
 MN0118
 MN0118.Superseded values are not recommended for survey control.
 MN0118
 MN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0118.See file dsdata.pdf to determine how the superseded data were derived.
 MN0118
 MN0118_MARKER: DB = BENCH MARK DISK
 MN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0118_STAMPING: S 51 1934
 MN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0118+STABILITY: SURFACE MOTION
 MN0118
 MN0118  HISTORY     - Date     Condition        Report By
 MN0118  HISTORY     - 1934     MONUMENTED       CGS
 MN0118  HISTORY     - 1942     GOOD             CGS
 MN0118  HISTORY     - 20080421 MARK NOT FOUND   NEDR
 MN0118
 MN0118                          STATION DESCRIPTION
 MN0118
 MN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0118'5.6 MI E FROM BROADWATER.
 MN0118'ABOUT 5.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0118'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 5 POLES WEST
 MN0118'OF MILEPOST 95, 45 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 MN0118'ABOUT 130 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26,
 MN0118'10 FEET EAST OF THE EAST END OF A GATE, AND 4 FEET NORTH OF THE
 MN0118'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 51
 MN0118'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0118
 MN0118                          STATION RECOVERY (1942)
 MN0118
 MN0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0118'RECOVERED IN GOOD CONDITION.
 MN0118
 MN0118                          STATION RECOVERY (2008)
 MN0118
 MN0118'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (AEA)
 MN0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0051 ***********************************************************************
 MN0051  DESIGNATION -  S 53
 MN0051  PID         -  MN0051
 MN0051  STATE/COUNTY-  NE/GARDEN
 MN0051  COUNTRY     -  US
 MN0051  USGS QUAD   -  OSHKOSH (2017)
 MN0051
 MN0051                         *CURRENT SURVEY CONTROL
 MN0051  ______________________________________________________________________
 MN0051* NAD 83(1986) POSITION- 41 29 24.94   (N) 102 20 50.18   (W)   HD_HELD1
 MN0051* NAVD 88 ORTHO HEIGHT -  1140.786 (meters)     3742.73  (feet) ADJUSTED
 MN0051  ______________________________________________________________________
 MN0051  GEOID HEIGHT    -        -19.972 (meters)                     GEOID18
 MN0051  DYNAMIC HEIGHT  -       1140.069 (meters)     3740.38  (feet) COMP
 MN0051  MODELED GRAVITY -    979,955.2   (mgal)                       NAVD 88
 MN0051
 MN0051  VERT ORDER      -  SECOND    CLASS 0
 MN0051
 MN0051.The horizontal coordinates were determined by differentially corrected
 MN0051.hand held GPS observations or other comparable positioning techniques
 MN0051.and have an estimated accuracy of +/- 3 meters.
 MN0051
 MN0051.The orthometric height was determined by differential leveling and
 MN0051.adjusted by the NATIONAL GEODETIC SURVEY
 MN0051.in June 1991.
 MN0051
 MN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0051.GEOID18 height accuracy estimate available here.
 MN0051
 MN0051.Click photographs - Photos may exist for this station.
 MN0051
 MN0051.The dynamic height is computed by dividing the NAVD 88
 MN0051.geopotential number by the normal gravity value computed on the
 MN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0051.degrees latitude (g = 980.6199 gals.).
 MN0051
 MN0051.The modeled gravity was interpolated from observed gravity values.
 MN0051
 MN0051;                    North         East    Units  Estimated Accuracy
 MN0051;SPC NE       -   186,620.6     304,073.4     MT  (+/- 3 meters HH1 GPS) 
 MN0051
 MN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2144696580(NAD 83)
 MN0051
 MN0051                          SUPERSEDED SURVEY CONTROL
 MN0051
 MN0051  NGVD 29 (??/??/92) 1140.263  (m)         3741.01   (f) ADJ UNCH    2 0
 MN0051
 MN0051.Superseded values are not recommended for survey control.
 MN0051
 MN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0051.See file dsdata.pdf to determine how the superseded data were derived.
 MN0051
 MN0051_MARKER: DB = BENCH MARK DISK
 MN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0051_STAMPING: S 53 1934
 MN0051_MARK LOGO: CGS
 MN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0051+STABILITY: SURFACE MOTION
 MN0051
 MN0051  HISTORY     - Date     Condition        Report By
 MN0051  HISTORY     - 1934     MONUMENTED       CGS
 MN0051  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0051
 MN0051                          STATION DESCRIPTION
 MN0051
 MN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0051'5.9 MI N FROM OSHKOSH.
 MN0051'5.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0051'OSHKOSH, GARDEN COUNTY, 60 FEET EAST OF THE CENTERLINE OF THE
 MN0051'HIGHWAY, 27 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH
 MN0051'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED S 53 1934
 MN0051'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- VERY POSSIBLE THAT
 MN0051'BM COULD BE COVERED UP WITH BLOW SAND.
 MN0051
 MN0051                          STATION RECOVERY (1971)
 MN0051
 MN0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0230 ***********************************************************************
 MN0230  DESIGNATION -  S 54
 MN0230  PID         -  MN0230
 MN0230  STATE/COUNTY-  NE/BANNER
 MN0230  COUNTRY     -  US
 MN0230  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0230
 MN0230                         *CURRENT SURVEY CONTROL
 MN0230  ______________________________________________________________________
 MN0230* NAD 83(1986) POSITION- 41 28 48.     (N) 103 44 07.     (W)   SCALED
 MN0230* NAVD 88 ORTHO HEIGHT -  1514.946 (meters)     4970.29  (feet) ADJUSTED
 MN0230  ______________________________________________________________________
 MN0230  GEOID HEIGHT    -        -18.871 (meters)                     GEOID18
 MN0230  DYNAMIC HEIGHT  -       1513.819 (meters)     4966.59  (feet) COMP
 MN0230  MODELED GRAVITY -    979,826.2   (mgal)                       NAVD 88
 MN0230
 MN0230  VERT ORDER      -  SECOND    CLASS 0
 MN0230
 MN0230.The horizontal coordinates were scaled from a map and have
 MN0230.an estimated accuracy of +/- 6 seconds.
 MN0230
 MN0230.The orthometric height was determined by differential leveling and
 MN0230.adjusted by the NATIONAL GEODETIC SURVEY
 MN0230.in June 1991.
 MN0230
 MN0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0230.GEOID18 height accuracy estimate available here.
 MN0230
 MN0230.Click photographs - Photos may exist for this station.
 MN0230
 MN0230.The dynamic height is computed by dividing the NAVD 88
 MN0230.geopotential number by the normal gravity value computed on the
 MN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0230.degrees latitude (g = 980.6199 gals.).
 MN0230
 MN0230.The modeled gravity was interpolated from observed gravity values.
 MN0230
 MN0230;                    North         East    Units  Estimated Accuracy
 MN0230;SPC NE       -   189,560.      188,230.      MT  (+/- 180 meters Scaled)
 MN0230
 MN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF055928(NAD 83)
 MN0230
 MN0230                          SUPERSEDED SURVEY CONTROL
 MN0230
 MN0230  NGVD 29 (??/??/92) 1514.218  (m)         4967.90   (f) ADJ UNCH    2 0
 MN0230
 MN0230.Superseded values are not recommended for survey control.
 MN0230
 MN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0230.See file dsdata.pdf to determine how the superseded data were derived.
 MN0230
 MN0230_MARKER: DB = BENCH MARK DISK
 MN0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0230_STAMPING: S 54 1934
 MN0230_MARK LOGO: CGS
 MN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0230+STABILITY: SURFACE MOTION
 MN0230
 MN0230  HISTORY     - Date     Condition        Report By
 MN0230  HISTORY     - 1934     MONUMENTED       CGS
 MN0230  HISTORY     - 1941     GOOD             CGS
 MN0230  HISTORY     - 1974     GOOD             USGS
 MN0230
 MN0230                          STATION DESCRIPTION
 MN0230
 MN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0230'6.1 MI S FROM HARRISBURG.
 MN0230'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0230'AT HARRISBURG, BANNER COUNTY, 72 FEET NORTH OF THE CENTER LINE
 MN0230'OF A CROSS ROAD, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MN0230'AND 3 FEET SOUTHWEST OF THE INTERSECTION OF RIGHT-OF-WAY FENCES.
 MN0230'A STANDARD DISK, STAMPED S 54 1934 AND SET IN THE TOP OF A
 MN0230'CONCRETE POST.
 MN0230
 MN0230                          STATION RECOVERY (1941)
 MN0230
 MN0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0230'RECOVERED IN GOOD CONDITION.
 MN0230
 MN0230                          STATION RECOVERY (1974)
 MN0230
 MN0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0230'ABOUT 6.1 MI S. ALONG GRAVEL ROAD FROM THE COURTHOUSE AT HARRISBURG,
 MN0230'BANNER COUNTY, TPS. 17 AND 18 N., R-56 W., NEAR COR. OF SECS. 1,2,35
 MN0230'AND 36, 72 FT. N., 38 FT. W. OF AND 0.4 FT LOWER THAN CROSSROADS, A
 MN0230'STD. DISC STAMPED S 54 1934 AND SET IN THE TOP OF A CONC. POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0196 ***********************************************************************
 MN0196  DESIGNATION -  S 55
 MN0196  PID         -  MN0196
 MN0196  STATE/COUNTY-  NE/MORRILL
 MN0196  COUNTRY     -  US
 MN0196  USGS QUAD   -  ROUNDHOUSE ROCK (2017)
 MN0196
 MN0196                         *CURRENT SURVEY CONTROL
 MN0196  ______________________________________________________________________
 MN0196* NAD 83(1986) POSITION- 41 35 00.     (N) 103 10 25.     (W)   SCALED
 MN0196* NAVD 88 ORTHO HEIGHT -  1153.458 (meters)     3784.30  (feet) ADJUSTED
 MN0196  ______________________________________________________________________
 MN0196  GEOID HEIGHT    -        -19.532 (meters)                     GEOID18
 MN0196  DYNAMIC HEIGHT  -       1152.716 (meters)     3781.87  (feet) COMP
 MN0196  MODELED GRAVITY -    979,940.1   (mgal)                       NAVD 88
 MN0196
 MN0196  VERT ORDER      -  SECOND    CLASS 0
 MN0196
 MN0196.The horizontal coordinates were scaled from a map and have
 MN0196.an estimated accuracy of +/- 6 seconds.
 MN0196
 MN0196.The orthometric height was determined by differential leveling and
 MN0196.adjusted by the NATIONAL GEODETIC SURVEY
 MN0196.in June 1991.
 MN0196
 MN0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0196.GEOID18 height accuracy estimate available here.
 MN0196
 MN0196.Click photographs - Photos may exist for this station.
 MN0196
 MN0196.The dynamic height is computed by dividing the NAVD 88
 MN0196.geopotential number by the normal gravity value computed on the
 MN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0196.degrees latitude (g = 980.6199 gals.).
 MN0196
 MN0196.The modeled gravity was interpolated from observed gravity values.
 MN0196
 MN0196;                    North         East    Units  Estimated Accuracy
 MN0196;SPC NE       -   199,150.      235,510.      MT  (+/- 180 meters Scaled)
 MN0196
 MN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG522051(NAD 83)
 MN0196
 MN0196                          SUPERSEDED SURVEY CONTROL
 MN0196
 MN0196  NGVD 29 (??/??/92) 1152.889  (m)         3782.44   (f) ADJ UNCH    2 0
 MN0196
 MN0196.Superseded values are not recommended for survey control.
 MN0196
 MN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0196.See file dsdata.pdf to determine how the superseded data were derived.
 MN0196
 MN0196_MARKER: DB = BENCH MARK DISK
 MN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0196_STAMPING: S 55 1934
 MN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0196+STABILITY: SURFACE MOTION
 MN0196
 MN0196  HISTORY     - Date     Condition        Report By
 MN0196  HISTORY     - 1934     MONUMENTED       CGS
 MN0196  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0196
 MN0196                          STATION DESCRIPTION
 MN0196
 MN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0196'5 MI E FROM REDINGTON.
 MN0196'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0196'AT REDINGTON, MORRILL COUNTY, ABOUT 105 FEET SOUTHWEST OF A POLE,
 MN0196'64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 MN0196'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 55
 MN0196'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0196
 MN0196                          STATION RECOVERY (1972)
 MN0196
 MN0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0464 ***********************************************************************
 NP0464  DESIGNATION -  S 57
 NP0464  PID         -  NP0464
 NP0464  STATE/COUNTY-  NE/SIOUX
 NP0464  COUNTRY     -  US
 NP0464  USGS QUAD   -  HARRISON WEST (2017)
 NP0464
 NP0464                         *CURRENT SURVEY CONTROL
 NP0464  ______________________________________________________________________
 NP0464* NAD 83(1986) POSITION- 42 41 06.     (N) 103 54 55.     (W)   SCALED
 NP0464* NAVD 88 ORTHO HEIGHT -  1482.264 (meters)     4863.06  (feet) ADJUSTED
 NP0464  ______________________________________________________________________
 NP0464  GEOID HEIGHT    -        -16.076 (meters)                     GEOID18
 NP0464  DYNAMIC HEIGHT  -       1481.381 (meters)     4860.16  (feet) COMP
 NP0464  MODELED GRAVITY -    979,973.1   (mgal)                       NAVD 88
 NP0464
 NP0464  VERT ORDER      -  FIRST     CLASS II
 NP0464
 NP0464.The horizontal coordinates were scaled from a map and have
 NP0464.an estimated accuracy of +/- 6 seconds.
 NP0464
 NP0464.The orthometric height was determined by differential leveling and
 NP0464.adjusted by the NATIONAL GEODETIC SURVEY
 NP0464.in June 1991.
 NP0464
 NP0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0464.GEOID18 height accuracy estimate available here.
 NP0464
 NP0464.Click photographs - Photos may exist for this station.
 NP0464
 NP0464.The dynamic height is computed by dividing the NAVD 88
 NP0464.geopotential number by the normal gravity value computed on the
 NP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0464.degrees latitude (g = 980.6199 gals.).
 NP0464
 NP0464.The modeled gravity was interpolated from observed gravity values.
 NP0464
 NP0464;                    North         East    Units  Estimated Accuracy
 NP0464;SPC NE       -   323,890.      179,270.      MT  (+/- 180 meters Scaled)
 NP0464
 NP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH888264(NAD 83)
 NP0464
 NP0464                          SUPERSEDED SURVEY CONTROL
 NP0464
 NP0464  NGVD 29 (??/??/92) 1481.565  (m)         4860.77   (f) ADJ UNCH    1 2
 NP0464
 NP0464.Superseded values are not recommended for survey control.
 NP0464
 NP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0464.See file dsdata.pdf to determine how the superseded data were derived.
 NP0464
 NP0464_MARKER: DB = BENCH MARK DISK
 NP0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0464_STAMPING: S 57 1934
 NP0464_MARK LOGO: CGS
 NP0464_PROJECTION: FLUSH
 NP0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0464+STABILITY: SURFACE MOTION
 NP0464
 NP0464  HISTORY     - Date     Condition        Report By
 NP0464  HISTORY     - 1934     MONUMENTED       CGS
 NP0464  HISTORY     - 1954     GOOD             CGS
 NP0464
 NP0464                          STATION DESCRIPTION
 NP0464
 NP0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0464'1.7 MI W FROM HARRISON.
 NP0464'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0464'THE STATION AT HARRISON, 42 FEET SOUTH OF THE SOUTH RAIL, 54 FEET
 NP0464'NORTH OF A FENCE, 3 FEET NORTH OF THE 3RD POLE WEST OF MILEPOST
 NP0464'462, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0464'POST WHICH IS FLUSH WITH THE GROUND.  IN THE NORTHWEST 1/4 OF
 NP0464'SECTION 9, TOWNSHIP 31 NORTH, RANGE 56 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0420 ***********************************************************************
 NP0420  DESIGNATION -  S 58
 NP0420  PID         -  NP0420
 NP0420  STATE/COUNTY-  NE/SIOUX
 NP0420  COUNTRY     -  US
 NP0420  USGS QUAD   -  CHALK BUTTES NE (2017)
 NP0420
 NP0420                         *CURRENT SURVEY CONTROL
 NP0420  ______________________________________________________________________
 NP0420* NAD 83(1986) POSITION- 42 09 37.     (N) 103 48 40.     (W)   SCALED
 NP0420* NAVD 88 ORTHO HEIGHT -  1451.887 (meters)     4763.40  (feet) POSTED
 NP0420  ______________________________________________________________________
 NP0420  GEOID HEIGHT    -        -17.983 (meters)                     GEOID18
 NP0420  DYNAMIC HEIGHT  -       1450.93  (meters)     4760.3   (feet) COMP
 NP0420  MODELED GRAVITY -    979,910.6   (mgal)                       NAVD 88
 NP0420
 NP0420  VERT ORDER      -  * POSTED, SEE BELOW
 NP0420
 NP0420.The horizontal coordinates were scaled from a map and have
 NP0420.an estimated accuracy of +/- 6 seconds.
 NP0420
 NP0420.The orthometric height was determined by differential leveling
 NP0420.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0420
 NP0420.* This is a POSTED BENCH MARK height.
 NP0420
 NP0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0420.GEOID18 height accuracy estimate available here.
 NP0420
 NP0420.Click photographs - Photos may exist for this station.
 NP0420
 NP0420.The dynamic height is computed by dividing the NAVD 88
 NP0420.geopotential number by the normal gravity value computed on the
 NP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0420.degrees latitude (g = 980.6199 gals.).
 NP0420
 NP0420.The modeled gravity was interpolated from observed gravity values.
 NP0420
 NP0420;                    North         East    Units  Estimated Accuracy
 NP0420;SPC NE       -   265,290.      185,230.      MT  (+/- 180 meters Scaled)
 NP0420
 NP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG982682(NAD 83)
 NP0420
 NP0420                          SUPERSEDED SURVEY CONTROL
 NP0420
 NP0420  NGVD 29 (??/??/92) 1451.129  (m)         4760.91   (f) ADJ UNCH    2 0
 NP0420
 NP0420.Superseded values are not recommended for survey control.
 NP0420
 NP0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0420.See file dsdata.pdf to determine how the superseded data were derived.
 NP0420
 NP0420_MARKER: DB = BENCH MARK DISK
 NP0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0420_STAMPING: S 58 1934
 NP0420_MARK LOGO: CGS
 NP0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0420+STABILITY: SURFACE MOTION
 NP0420
 NP0420  HISTORY     - Date     Condition        Report By
 NP0420  HISTORY     - 1934     MONUMENTED       CGS
 NP0420  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0420
 NP0420                          STATION DESCRIPTION
 NP0420
 NP0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0420'14.8 MI N FROM MITCHELL.
 NP0420'IN SIOUX COUNTY, 14.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0420'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 0.4 MILE EAST
 NP0420'OF A TURN TO THE EAST AND THE PASSAGE OVER A SERIES OF SMALL
 NP0420'HILLS, ON A SMALL HILL, AND 48.0 FEET SOUTHEAST OF THE CENTERLINE
 NP0420'OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 58 1934 AND SET IN
 NP0420'THE TOP OF A CONCRETE POST.
 NP0420
 NP0420                          STATION RECOVERY (1981)
 NP0420
 NP0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0864 ***********************************************************************
 ML0864  DESIGNATION -  S 59
 ML0864  PID         -  ML0864
 ML0864  STATE/COUNTY-  NE/CUSTER
 ML0864  COUNTRY     -  US
 ML0864  USGS QUAD   -  ANSELMO (2017)
 ML0864
 ML0864                         *CURRENT SURVEY CONTROL
 ML0864  ______________________________________________________________________
 ML0864* NAD 83(1986) POSITION- 41 30 47.     (N) 099 46 20.     (W)   SCALED
 ML0864* NAVD 88 ORTHO HEIGHT -   806.375 (meters)     2645.58  (feet) ADJUSTED
 ML0864  ______________________________________________________________________
 ML0864  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 ML0864  DYNAMIC HEIGHT  -        805.952 (meters)     2644.19  (feet) COMP
 ML0864  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 ML0864
 ML0864  VERT ORDER      -  SECOND    CLASS 0
 ML0864
 ML0864.The horizontal coordinates were scaled from a map and have
 ML0864.an estimated accuracy of +/- 6 seconds.
 ML0864
 ML0864.The orthometric height was determined by differential leveling and
 ML0864.adjusted by the NATIONAL GEODETIC SURVEY
 ML0864.in June 1991.
 ML0864
 ML0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0864.GEOID18 height accuracy estimate available here.
 ML0864
 ML0864.Click photographs - Photos may exist for this station.
 ML0864
 ML0864.The dynamic height is computed by dividing the NAVD 88
 ML0864.geopotential number by the normal gravity value computed on the
 ML0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0864.degrees latitude (g = 980.6199 gals.).
 ML0864
 ML0864.The modeled gravity was interpolated from observed gravity values.
 ML0864
 ML0864;                    North         East    Units  Estimated Accuracy
 ML0864;SPC NE       -   186,520.      519,010.      MT  (+/- 180 meters Scaled)
 ML0864
 ML0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML355960(NAD 83)
 ML0864
 ML0864                          SUPERSEDED SURVEY CONTROL
 ML0864
 ML0864  NGVD 29 (??/??/92)  806.086  (m)         2644.63   (f) ADJ UNCH    2 0
 ML0864
 ML0864.Superseded values are not recommended for survey control.
 ML0864
 ML0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0864.See file dsdata.pdf to determine how the superseded data were derived.
 ML0864
 ML0864_MARKER: DB = BENCH MARK DISK
 ML0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0864_STAMPING: S 59 1934
 ML0864_MARK LOGO: CGS
 ML0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0864+STABILITY: SURFACE MOTION
 ML0864
 ML0864  HISTORY     - Date     Condition        Report By
 ML0864  HISTORY     - 1934     MONUMENTED       CGS
 ML0864  HISTORY     - 1939     GOOD             CGS
 ML0864  HISTORY     - 20180612 MARK NOT FOUND   NEGS
 ML0864
 ML0864                          STATION DESCRIPTION
 ML0864
 ML0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0864'2.1 MI NW FROM MERNA.
 ML0864'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0864'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, 9 POLES SOUTH
 ML0864'OF MILEPOST 187, 48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 ML0864'2, 3 POLES NORTHWEST OF A HIGHWAY BRIDGE, AND 31 FEET WEST OF THE
 ML0864'WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED S 59 1934
 ML0864'AND SET IN THE TOP OF A CONCRETE POST.
 ML0864
 ML0864                          STATION RECOVERY (2018)
 ML0864
 ML0864'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0864'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0011 ***********************************************************************
 LJ0011  DESIGNATION -  S 6
 LJ0011  PID         -  LJ0011
 LJ0011  STATE/COUNTY-  NE/LINCOLN
 LJ0011  COUNTRY     -  US
 LJ0011  USGS QUAD   -  GOTHENBURG (2017)
 LJ0011
 LJ0011                         *CURRENT SURVEY CONTROL
 LJ0011  ______________________________________________________________________
 LJ0011* NAD 83(1986) POSITION- 40 57 38.     (N) 100 14 34.     (W)   SCALED
 LJ0011* NAVD 88 ORTHO HEIGHT -   794.169 (meters)     2605.54  (feet) ADJUSTED
 LJ0011  ______________________________________________________________________
 LJ0011  GEOID HEIGHT    -        -22.994 (meters)                     GEOID18
 LJ0011  DYNAMIC HEIGHT  -        793.701 (meters)     2604.00  (feet) COMP
 LJ0011  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 LJ0011
 LJ0011  VERT ORDER      -  FIRST     CLASS II
 LJ0011
 LJ0011.The horizontal coordinates were scaled from a map and have
 LJ0011.an estimated accuracy of +/- 6 seconds.
 LJ0011
 LJ0011.The orthometric height was determined by differential leveling and
 LJ0011.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0011.in June 1991.
 LJ0011
 LJ0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0011.GEOID18 height accuracy estimate available here.
 LJ0011
 LJ0011.Click photographs - Photos may exist for this station.
 LJ0011
 LJ0011.The dynamic height is computed by dividing the NAVD 88
 LJ0011.geopotential number by the normal gravity value computed on the
 LJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0011.degrees latitude (g = 980.6199 gals.).
 LJ0011
 LJ0011.The modeled gravity was interpolated from observed gravity values.
 LJ0011
 LJ0011;                    North         East    Units  Estimated Accuracy
 LJ0011;SPC NE       -   125,180.      479,570.      MT  (+/- 180 meters Scaled)
 LJ0011
 LJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL954351(NAD 83)
 LJ0011
 LJ0011                          SUPERSEDED SURVEY CONTROL
 LJ0011
 LJ0011  NGVD 29 (02/14/92)  793.857  (m)         2604.51   (f) ADJUSTED    1 2
 LJ0011  NGVD 29 (??/??/87)  793.864  (m)         2604.54   (f) SUPERSEDED  1 2
 LJ0011
 LJ0011.Superseded values are not recommended for survey control.
 LJ0011
 LJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0011.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0011
 LJ0011_MARKER: DB = BENCH MARK DISK
 LJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0011_STAMPING: S 6 1933 2604.535
 LJ0011_MARK LOGO: CGS
 LJ0011_PROJECTION: RECESSED 20 CENTIMETERS
 LJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0011+STABILITY: SURFACE MOTION
 LJ0011
 LJ0011  HISTORY     - Date     Condition        Report By
 LJ0011  HISTORY     - 1933     MONUMENTED       CGS
 LJ0011  HISTORY     - 1986     GOOD             NGS
 LJ0011
 LJ0011                          STATION DESCRIPTION
 LJ0011
 LJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0011'4.6 MI NW FROM GOTHENBURG.
 LJ0011'IN LINCOLN COUNTY, ABOUT 4.6 MILES NORTHWEST ALONG THE UNION
 LJ0011'PACIFIC RAILROAD FROM GOTHENBURG, DAWSON COUNTY, ABOUT 22 POLES
 LJ0011'SOUTHEAST OF MILEPOST 254, AT A COUNTY-ROAD CROSSING, 52 FEET
 LJ0011'EAST OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE SOUTH
 LJ0011'RAIL OF THE SOUTH MAIN TRACK, ABOUT 111 FEET NORTH OF THE SOUTH
 LJ0011'RIGHT-OF-WAY FENCE, 22 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 LJ0011'OF THE ROAD, AND 14 FEET WEST OF THE DOUBLE POLES.  A STANDARD
 LJ0011'DISK, STAMPED 2604.535 S 6 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0011'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 LJ0011
 LJ0011                          STATION RECOVERY (1986)
 LJ0011
 LJ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM (4.85
 LJ0011'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0011'47 AT GOTHENBURG, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 LJ0011'ROAD, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 209, 69.6 METERS (228.5
 LJ0011'FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 LJ0011'CENTERLINE, 24.4 METERS (80 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LJ0011'SOUTHWEST TRACKS, 15.8 METERS (52 FT) EAST OF THE CENTER OF THE ROAD
 LJ0011'AND 4.2 METERS (14 FT) NORTHWEST OF THE SOUTHWEST ONE OF TWO POLES FOR
 LJ0011'A DOUBLE TELEPHONE POLE STRUCTURE.
 LJ0011'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LJ0011'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0771 ***********************************************************************
 ML0771  DESIGNATION -  S 60
 ML0771  PID         -  ML0771
 ML0771  STATE/COUNTY-  NE/CUSTER
 ML0771  COUNTRY     -  US
 ML0771  USGS QUAD   -  EDDYVILLE NW (2017)
 ML0771
 ML0771                         *CURRENT SURVEY CONTROL
 ML0771  ______________________________________________________________________
 ML0771* NAD 83(1986) POSITION- 41 12 23.     (N) 099 42 00.     (W)   SCALED
 ML0771* NAVD 88 ORTHO HEIGHT -   750.490 (meters)     2462.23  (feet) ADJUSTED
 ML0771  ______________________________________________________________________
 ML0771  GEOID HEIGHT    -        -22.957 (meters)                     GEOID18
 ML0771  DYNAMIC HEIGHT  -        750.088 (meters)     2460.91  (feet) COMP
 ML0771  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 ML0771
 ML0771  VERT ORDER      -  SECOND    CLASS 0
 ML0771
 ML0771.The horizontal coordinates were scaled from a map and have
 ML0771.an estimated accuracy of +/- 6 seconds.
 ML0771
 ML0771.The orthometric height was determined by differential leveling and
 ML0771.adjusted by the NATIONAL GEODETIC SURVEY
 ML0771.in June 1991.
 ML0771
 ML0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0771.GEOID18 height accuracy estimate available here.
 ML0771
 ML0771.Click photographs - Photos may exist for this station.
 ML0771
 ML0771.The dynamic height is computed by dividing the NAVD 88
 ML0771.geopotential number by the normal gravity value computed on the
 ML0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0771.degrees latitude (g = 980.6199 gals.).
 ML0771
 ML0771.The modeled gravity was interpolated from observed gravity values.
 ML0771
 ML0771;                    North         East    Units  Estimated Accuracy
 ML0771;SPC NE       -   152,490.      525,150.      MT  (+/- 180 meters Scaled)
 ML0771
 ML0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML413619(NAD 83)
 ML0771
 ML0771                          SUPERSEDED SURVEY CONTROL
 ML0771
 ML0771  NGVD 29 (??/??/92)  750.243  (m)         2461.42   (f) ADJ UNCH    2 0
 ML0771
 ML0771.Superseded values are not recommended for survey control.
 ML0771
 ML0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0771.See file dsdata.pdf to determine how the superseded data were derived.
 ML0771
 ML0771_MARKER: DB = BENCH MARK DISK
 ML0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0771_STAMPING: S 60 1934
 ML0771_MARK LOGO: CGS
 ML0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0771+STABILITY: SURFACE MOTION
 ML0771
 ML0771  HISTORY     - Date     Condition        Report By
 ML0771  HISTORY     - 1934     MONUMENTED       CGS
 ML0771  HISTORY     - 1938     GOOD             CGS
 ML0771
 ML0771                          STATION DESCRIPTION
 ML0771
 ML0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0771'6.4 MI NW FROM OCONTO.
 ML0771'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0771'AT OCONTO, 0.5 MILE SOUTHWEST OF A WHITE FARMHOUSE SOUTH OF
 ML0771'THE HIGHWAY, AT THE SOUTH END OF A CURVE OVER A HILL, 170 FEET
 ML0771'SOUTH OF A ROAD LEADING TO A FIELD AT THE FOOT OF A HILL, 45 FEET
 ML0771'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF THE
 ML0771'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 60 1934 AND
 ML0771'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0104 ***********************************************************************
 NP0104  DESIGNATION -  S 61
 NP0104  PID         -  NP0104
 NP0104  STATE/COUNTY-  NE/SHERIDAN
 NP0104  COUNTRY     -  US
 NP0104  USGS QUAD   -  ELLSWORTH (2017)
 NP0104
 NP0104                         *CURRENT SURVEY CONTROL
 NP0104  ______________________________________________________________________
 NP0104* NAD 83(1986) POSITION- 42 03 36.     (N) 102 18 51.     (W)   SCALED
 NP0104* NAVD 88 ORTHO HEIGHT -  1199.510 (meters)     3935.39  (feet) ADJUSTED
 NP0104  ______________________________________________________________________
 NP0104  GEOID HEIGHT    -        -18.970 (meters)                     GEOID18
 NP0104  DYNAMIC HEIGHT  -       1198.809 (meters)     3933.09  (feet) COMP
 NP0104  MODELED GRAVITY -    979,996.4   (mgal)                       NAVD 88
 NP0104
 NP0104  VERT ORDER      -  SECOND    CLASS 0
 NP0104
 NP0104.The horizontal coordinates were scaled from a map and have
 NP0104.an estimated accuracy of +/- 6 seconds.
 NP0104
 NP0104.The orthometric height was determined by differential leveling and
 NP0104.adjusted by the NATIONAL GEODETIC SURVEY
 NP0104.in June 1991.
 NP0104
 NP0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0104.GEOID18 height accuracy estimate available here.
 NP0104
 NP0104.Click photographs - Photos may exist for this station.
 NP0104
 NP0104.The dynamic height is computed by dividing the NAVD 88
 NP0104.geopotential number by the normal gravity value computed on the
 NP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0104.degrees latitude (g = 980.6199 gals.).
 NP0104
 NP0104.The modeled gravity was interpolated from observed gravity values.
 NP0104
 NP0104;                    North         East    Units  Estimated Accuracy
 NP0104;SPC NE       -   249,780.      308,530.      MT  (+/- 180 meters Scaled)
 NP0104
 NP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG222599(NAD 83)
 NP0104
 NP0104                          SUPERSEDED SURVEY CONTROL
 NP0104
 NP0104  NGVD 29 (??/??/92) 1198.942  (m)         3933.53   (f) ADJ UNCH    2 0
 NP0104
 NP0104.Superseded values are not recommended for survey control.
 NP0104
 NP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0104.See file dsdata.pdf to determine how the superseded data were derived.
 NP0104
 NP0104_MARKER: DB = BENCH MARK DISK
 NP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0104_STAMPING: S 61 1934
 NP0104_MARK LOGO: CGS
 NP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0104+STABILITY: SURFACE MOTION
 NP0104
 NP0104  HISTORY     - Date     Condition        Report By
 NP0104  HISTORY     - 1934     MONUMENTED       CGS
 NP0104  HISTORY     - 1940     GOOD             CGS
 NP0104  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0104
 NP0104                          STATION DESCRIPTION
 NP0104
 NP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0104'1.6 MI W FROM ELLSWORTH.
 NP0104'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0104'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 18 RAILS WEST OF
 NP0104'MILEPOST 336, AT A HOLLOW BETWEEN THE FIRST AND SECOND HILLS
 NP0104'WEST OF MILEPOST 336, 58.7 FEET SOUTHEAST OF THE CENTER OF A
 NP0104'BATTERY WELL NORTH OF THE TRACK, 34 FEET SOUTH OF THE SOUTH
 NP0104'RAIL OF THE MAIN TRACK, AND 3.0 FEET EAST OF A 4- BY 4-INCH
 NP0104'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0104'STAMPED S 61 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0104'ABOUT 0.6 FOOT ABOVE GROUND.
 NP0104
 NP0104                          STATION RECOVERY (2007)
 NP0104
 NP0104'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0530 ***********************************************************************
 NP0530  DESIGNATION -  S 61 RESET
 NP0530  PID         -  NP0530
 NP0530  STATE/COUNTY-  NE/SHERIDAN
 NP0530  COUNTRY     -  US
 NP0530  USGS QUAD   -  ELLSWORTH (2017)
 NP0530
 NP0530                         *CURRENT SURVEY CONTROL
 NP0530  ______________________________________________________________________
 NP0530* NAD 83(1986) POSITION- 42 03 36.     (N) 102 18 51.     (W)   SCALED
 NP0530* NAVD 88 ORTHO HEIGHT -  1198.07  (meters)     3930.7   (feet) RESET
 NP0530  ______________________________________________________________________
 NP0530  GEOID HEIGHT    -        -18.970 (meters)                     GEOID18
 NP0530  VERT ORDER      -  THIRD
 NP0530
 NP0530.The horizontal coordinates were scaled from a map and have
 NP0530.an estimated accuracy of +/- 6 seconds.
 NP0530
 NP0530.The orthometric height was computed from unverified reset data.
 NP0530
 NP0530.No vertical observational check was made to the station.
 NP0530
 NP0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0530.GEOID18 height accuracy estimate available here.
 NP0530
 NP0530.Click photographs - Photos may exist for this station.
 NP0530
 NP0530;                    North         East    Units  Estimated Accuracy
 NP0530;SPC NE       -   249,780.      308,530.      MT  (+/- 180 meters Scaled)
 NP0530
 NP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG222599(NAD 83)
 NP0530
 NP0530                          SUPERSEDED SURVEY CONTROL
 NP0530
 NP0530  NGVD 29 (01/31/13) 1197.50   (m)         3928.8    (f) RESET       3  
 NP0530
 NP0530.Superseded values are not recommended for survey control.
 NP0530
 NP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0530.See file dsdata.pdf to determine how the superseded data were derived.
 NP0530
 NP0530_MARKER: DV = VERTICAL CONTROL DISK
 NP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0530_STAMPING: S 61 RESET 1979
 NP0530_MARK LOGO: NGS
 NP0530_PROJECTION: PROJECTING 5 CENTIMETERS
 NP0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0530+STABILITY: SURFACE MOTION
 NP0530
 NP0530  HISTORY     - Date     Condition        Report By
 NP0530  HISTORY     - 1979     MONUMENTED       NGS
 NP0530  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0530
 NP0530                          STATION DESCRIPTION
 NP0530
 NP0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NP0530'1.6 MI WEST FROM ELLSWORTH.
 NP0530'1.6 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 NP0530'STATION IN ELLSWORTH, 645 FEET WEST OF MILEPOST 336 0N A
 NP0530'RIDGE WEST OF MILE POST 336-55 FEET NORTH OF THE CENTERLINE OF THE
 NP0530'NORTH TRACK, 1 FOOT EAST OF A 4 BY 4 INCH FIRE ORANGE WOODEN POST
 NP0530
 NP0530                          STATION RECOVERY (2007)
 NP0530
 NP0530'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0256 ***********************************************************************
 NO0256  DESIGNATION -  S 62
 NO0256  PID         -  NO0256
 NO0256  STATE/COUNTY-  NE/HOOKER
 NO0256  COUNTRY     -  US
 NO0256  USGS QUAD   -  HIRE SE (2017)
 NO0256
 NO0256                         *CURRENT SURVEY CONTROL
 NO0256  ______________________________________________________________________
 NO0256* NAD 83(1986) POSITION- 42 02 07.     (N) 101 18 57.     (W)   SCALED
 NO0256* NAVD 88 ORTHO HEIGHT -  1046.912 (meters)     3434.74  (feet) ADJUSTED
 NO0256  ______________________________________________________________________
 NO0256  GEOID HEIGHT    -        -20.123 (meters)                     GEOID18
 NO0256  DYNAMIC HEIGHT  -       1046.346 (meters)     3432.89  (feet) COMP
 NO0256  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 NO0256
 NO0256  VERT ORDER      -  SECOND    CLASS 0
 NO0256
 NO0256.The horizontal coordinates were scaled from a map and have
 NO0256.an estimated accuracy of +/- 6 seconds.
 NO0256
 NO0256.The orthometric height was determined by differential leveling and
 NO0256.adjusted by the NATIONAL GEODETIC SURVEY
 NO0256.in June 1991.
 NO0256
 NO0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0256.GEOID18 height accuracy estimate available here.
 NO0256
 NO0256.Click photographs - Photos may exist for this station.
 NO0256
 NO0256.The dynamic height is computed by dividing the NAVD 88
 NO0256.geopotential number by the normal gravity value computed on the
 NO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0256.degrees latitude (g = 980.6199 gals.).
 NO0256
 NO0256.The modeled gravity was interpolated from observed gravity values.
 NO0256
 NO0256;                    North         East    Units  Estimated Accuracy
 NO0256;SPC NE       -   245,300.      391,080.      MT  (+/- 180 meters Scaled)
 NO0256
 NO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM083562(NAD 83)
 NO0256
 NO0256                          SUPERSEDED SURVEY CONTROL
 NO0256
 NO0256  NGVD 29 (??/??/92) 1046.516  (m)         3433.44   (f) ADJ UNCH    2 0
 NO0256
 NO0256.Superseded values are not recommended for survey control.
 NO0256
 NO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0256.See file dsdata.pdf to determine how the superseded data were derived.
 NO0256
 NO0256_MARKER: DB = BENCH MARK DISK
 NO0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0256_STAMPING: S 62 1934
 NO0256_MARK LOGO: CGS
 NO0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0256+STABILITY: SURFACE MOTION
 NO0256
 NO0256  HISTORY     - Date     Condition        Report By
 NO0256  HISTORY     - 1934     MONUMENTED       CGS
 NO0256  HISTORY     - 19980318 GOOD             LOCENG
 NO0256
 NO0256                          STATION DESCRIPTION
 NO0256
 NO0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0256'10.8 MI E FROM WHITMAN.
 NO0256'IN HOOKER COUNTY, 10.8 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0256'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0256'58 FEET SOUTHWEST OF MILEPOST 283, 37.2 FEET SOUTH OF THE SOUTH
 NO0256'RAIL, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NO0256'S 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0256
 NO0256                          STATION RECOVERY (1998)
 NO0256
 NO0256'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BGF)
 NO0256'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 NO0256'CONSTRUCTION.  BENCH MARK S 62 RESET, IN 1998, WAS ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9610 ***********************************************************************
 AG9610  DESIGNATION -  S 62 RESET
 AG9610  PID         -  AG9610
 AG9610  STATE/COUNTY-  NE/HOOKER
 AG9610  COUNTRY     -  US
 AG9610  USGS QUAD   -  HIRE SE (2017)
 AG9610
 AG9610                         *CURRENT SURVEY CONTROL
 AG9610  ______________________________________________________________________
 AG9610* NAD 83(1986) POSITION- 42 02 07.     (N) 101 18 57.     (W)   SCALED
 AG9610* NAVD 88 ORTHO HEIGHT -  1045.38  (meters)     3429.7   (feet) RESET
 AG9610  ______________________________________________________________________
 AG9610  GEOID HEIGHT    -        -20.123 (meters)                     GEOID18
 AG9610  VERT ORDER      -  THIRD
 AG9610
 AG9610.The horizontal coordinates were scaled from a map and have
 AG9610.an estimated accuracy of +/- 6 seconds.
 AG9610
 AG9610.The orthometric height was computed from unverified reset data.
 AG9610
 AG9610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9610.GEOID18 height accuracy estimate available here.
 AG9610
 AG9610.Click photographs - Photos may exist for this station.
 AG9610
 AG9610;                    North         East    Units  Estimated Accuracy
 AG9610;SPC NE       -   245,300.      391,080.      MT  (+/- 180 meters Scaled)
 AG9610
 AG9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM083562(NAD 83)
 AG9610
 AG9610                          SUPERSEDED SURVEY CONTROL
 AG9610
 AG9610.No superseded survey control is available for this station.
 AG9610
 AG9610_MARKER: DV = VERTICAL CONTROL DISK
 AG9610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9610_STAMPING: S 62 RESET 1998
 AG9610_MARK LOGO: NGS
 AG9610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9610+STABILITY: SURFACE MOTION
 AG9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9610+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9610
 AG9610  HISTORY     - Date     Condition        Report By
 AG9610  HISTORY     - 1998     MONUMENTED       LOCENG
 AG9610
 AG9610                          STATION DESCRIPTION
 AG9610
 AG9610'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BGF)
 AG9610'THE MARK IS LOCATED 10.8 MI (17.4 KM) EAST ALONG THE BURLINGTON
 AG9610'NORTHERN AND SANTA FE RAILROAD, FROM THE STATION AT WHITMAN, GRANT
 AG9610'COUNTY, 58 FT (17.7 M) SOUTHWEST OF MILEPOST 283, 97.5 FT (29.7 M)
 AG9610'NORTH OF THE NORTH RAIL, SET INTO THE TOP OF A CONCRETE POST THAT IS
 AG9610'FLUSH WITH THE GROUND SURFACE.  A LENGTH OF REBAR WAS PLACED IN THE
 AG9610'MARK AND A WITNESS POST WAS SET NEXT TO THE MARK.  IT IS IN THE SW1/4,
 AG9610'SEC22, T24N, R34W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0185 ***********************************************************************
 MM0185  DESIGNATION -  S 63
 MM0185  PID         -  MM0185
 MM0185  STATE/COUNTY-  NE/THOMAS
 MM0185  COUNTRY     -  US
 MM0185  USGS QUAD   -  THEDFORD (2017)
 MM0185
 MM0185                         *CURRENT SURVEY CONTROL
 MM0185  ______________________________________________________________________
 MM0185* NAD 83(1986) POSITION- 41 58 53.16   (N) 100 31 59.22   (W)   HD_HELD1
 MM0185* NAVD 88 ORTHO HEIGHT -   860.618 (meters)     2823.54  (feet) ADJUSTED
 MM0185  ______________________________________________________________________
 MM0185  GEOID HEIGHT    -        -21.782 (meters)                     GEOID18
 MM0185  DYNAMIC HEIGHT  -        860.171 (meters)     2822.08  (feet) COMP
 MM0185  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 MM0185
 MM0185  VERT ORDER      -  SECOND    CLASS 0
 MM0185
 MM0185.The horizontal coordinates were determined by differentially corrected
 MM0185.hand held GPS observations or other comparable positioning techniques
 MM0185.and have an estimated accuracy of +/- 3 meters.
 MM0185
 MM0185.The orthometric height was determined by differential leveling and
 MM0185.adjusted by the NATIONAL GEODETIC SURVEY
 MM0185.in June 1991.
 MM0185
 MM0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0185.GEOID18 height accuracy estimate available here.
 MM0185
 MM0185.Click photographs - Photos may exist for this station.
 MM0185
 MM0185.The dynamic height is computed by dividing the NAVD 88
 MM0185.geopotential number by the normal gravity value computed on the
 MM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0185.degrees latitude (g = 980.6199 gals.).
 MM0185
 MM0185.The modeled gravity was interpolated from observed gravity values.
 MM0185
 MM0185;                    North         East    Units  Estimated Accuracy
 MM0185;SPC NE       -   238,632.5     455,831.9     MT  (+/- 3 meters HH1 GPS) 
 MM0185
 MM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7299248851(NAD 83)
 MM0185
 MM0185                          SUPERSEDED SURVEY CONTROL
 MM0185
 MM0185  NGVD 29 (??/??/92)  860.298  (m)         2822.49   (f) ADJ UNCH    2 0
 MM0185
 MM0185.Superseded values are not recommended for survey control.
 MM0185
 MM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0185.See file dsdata.pdf to determine how the superseded data were derived.
 MM0185
 MM0185_MARKER: DB = BENCH MARK DISK
 MM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0185_STAMPING: S 63 1934
 MM0185_MARK LOGO: CGS
 MM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0185+STABILITY: SURFACE MOTION
 MM0185
 MM0185  HISTORY     - Date     Condition        Report By
 MM0185  HISTORY     - 1934     MONUMENTED       CGS
 MM0185  HISTORY     - 19850621 MARK NOT FOUND   USPSQD
 MM0185
 MM0185                          STATION DESCRIPTION
 MM0185
 MM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0185'2.2 MI SE FROM THEDFORD.
 MM0185'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0185'RAILROAD FROM THE STATION AT THEDFORD, THOMAS COUNTY, 60 RAILS
 MM0185'WEST OF MILEPOST 240, NEAR THE EAST END OF A SHALLOW CUT, AT A
 MM0185'SLIGHT HOLLOW BETWEEN THE TRACK AND STATE HIGHWAY 2, 59 FEET
 MM0185'NORTH OF THE NORTH RAIL, 9.5 FEET NORTHWEST OF A POLE, AND
 MM0185'7.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0185'STAMPED S 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0185
 MM0185                          STATION RECOVERY (1985)
 MM0185
 MM0185'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0165 ***********************************************************************
 MM0165  DESIGNATION -  S 64
 MM0165  PID         -  MM0165
 MM0165  STATE/COUNTY-  NE/THOMAS
 MM0165  COUNTRY     -  US
 MM0165  USGS QUAD   -  THEDFORD SE (2017)
 MM0165
 MM0165                         *CURRENT SURVEY CONTROL
 MM0165  ______________________________________________________________________
 MM0165* NAD 83(1986) POSITION- 41 49 45.     (N) 100 34 42.     (W)   SCALED
 MM0165* NAVD 88 ORTHO HEIGHT -   900.123 (meters)     2953.15  (feet) ADJUSTED
 MM0165  ______________________________________________________________________
 MM0165  GEOID HEIGHT    -        -21.690 (meters)                     GEOID18
 MM0165  DYNAMIC HEIGHT  -        899.645 (meters)     2951.59  (feet) COMP
 MM0165  MODELED GRAVITY -    980,060.9   (mgal)                       NAVD 88
 MM0165
 MM0165  VERT ORDER      -  SECOND    CLASS 0
 MM0165
 MM0165.The horizontal coordinates were scaled from a map and have
 MM0165.an estimated accuracy of +/- 6 seconds.
 MM0165
 MM0165.The orthometric height was determined by differential leveling and
 MM0165.adjusted by the NATIONAL GEODETIC SURVEY
 MM0165.in June 1991.
 MM0165
 MM0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0165.GEOID18 height accuracy estimate available here.
 MM0165
 MM0165.Click photographs - Photos may exist for this station.
 MM0165
 MM0165.The dynamic height is computed by dividing the NAVD 88
 MM0165.geopotential number by the normal gravity value computed on the
 MM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0165.degrees latitude (g = 980.6199 gals.).
 MM0165
 MM0165.The modeled gravity was interpolated from observed gravity values.
 MM0165
 MM0165;                    North         East    Units  Estimated Accuracy
 MM0165;SPC NE       -   221,750.      451,970.      MT  (+/- 180 meters Scaled)
 MM0165
 MM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM689320(NAD 83)
 MM0165
 MM0165                          SUPERSEDED SURVEY CONTROL
 MM0165
 MM0165  NGVD 29 (??/??/92)  899.807  (m)         2952.12   (f) ADJ UNCH    2 0
 MM0165
 MM0165.Superseded values are not recommended for survey control.
 MM0165
 MM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0165.See file dsdata.pdf to determine how the superseded data were derived.
 MM0165
 MM0165_MARKER: DB = BENCH MARK DISK
 MM0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0165_STAMPING: S 64 1934
 MM0165_MARK LOGO: CGS
 MM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0165+STABILITY: SURFACE MOTION
 MM0165
 MM0165  HISTORY     - Date     Condition        Report By
 MM0165  HISTORY     - 1934     MONUMENTED       CGS
 MM0165  HISTORY     - 1948     MARK NOT FOUND   CGS
 MM0165
 MM0165                          STATION DESCRIPTION
 MM0165
 MM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0165'11.2 MI S FROM THEDFORD.
 MM0165'ABOUT 11.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0165'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0165'COUNTY, AT A CURVE TO THE SOUTHWEST, ABOUT 91 FEET SOUTHEAST
 MM0165'OF THE CENTER OF A ROAD JUNCTION, 45 FEET SOUTHWEST OF THE
 MM0165'CENTER LINE OF THE HIGHWAY, AND 21.5 FEET SOUTHWEST OF A
 MM0165'HIGHWAY MARKER.  A STANDARD DISK, STAMPED S 64 1934 AND SET IN
 MM0165'THE TOP OF A CONCRETE POST.
 MM0165
 MM0165                          STATION RECOVERY (1948)
 MM0165
 MM0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MM0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0470 ***********************************************************************
 NN0470  DESIGNATION -  S 67
 NN0470  PID         -  NN0470
 NN0470  STATE/COUNTY-  NE/BROWN
 NN0470  COUNTRY     -  US
 NN0470  USGS QUAD   -  RAVEN (2017)
 NN0470
 NN0470                         *CURRENT SURVEY CONTROL
 NN0470  ______________________________________________________________________
 NN0470* NAD 83(1986) POSITION- 42 19 25.     (N) 099 52 07.     (W)   SCALED
 NN0470* NAVD 88 ORTHO HEIGHT -   816.096 (meters)     2677.48  (feet) ADJUSTED
 NN0470  ______________________________________________________________________
 NN0470  GEOID HEIGHT    -        -22.303 (meters)                     GEOID18
 NN0470  DYNAMIC HEIGHT  -        815.734 (meters)     2676.29  (feet) COMP
 NN0470  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 NN0470
 NN0470  VERT ORDER      -  SECOND    CLASS 0
 NN0470
 NN0470.The horizontal coordinates were scaled from a map and have
 NN0470.an estimated accuracy of +/- 6 seconds.
 NN0470
 NN0470.The orthometric height was determined by differential leveling and
 NN0470.adjusted by the NATIONAL GEODETIC SURVEY
 NN0470.in June 1991.
 NN0470
 NN0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0470.GEOID18 height accuracy estimate available here.
 NN0470
 NN0470.Click photographs - Photos may exist for this station.
 NN0470
 NN0470.The dynamic height is computed by dividing the NAVD 88
 NN0470.geopotential number by the normal gravity value computed on the
 NN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0470.degrees latitude (g = 980.6199 gals.).
 NN0470
 NN0470.The modeled gravity was interpolated from observed gravity values.
 NN0470
 NN0470;                    North         East    Units  Estimated Accuracy
 NN0470;SPC NE       -   276,500.      510,830.      MT  (+/- 180 meters Scaled)
 NN0470
 NN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM284860(NAD 83)
 NN0470
 NN0470                          SUPERSEDED SURVEY CONTROL
 NN0470
 NN0470  NGVD 29 (??/??/92)  815.797  (m)         2676.49   (f) ADJ UNCH    2 0
 NN0470
 NN0470.Superseded values are not recommended for survey control.
 NN0470
 NN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0470.See file dsdata.pdf to determine how the superseded data were derived.
 NN0470
 NN0470_MARKER: DB = BENCH MARK DISK
 NN0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0470_STAMPING: S 67 1935
 NN0470_MARK LOGO: CGS
 NN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0470+STABILITY: SURFACE MOTION
 NN0470
 NN0470  HISTORY     - Date     Condition        Report By
 NN0470  HISTORY     - 1935     MONUMENTED       CGS
 NN0470  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0470
 NN0470                          STATION DESCRIPTION
 NN0470
 NN0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0470'15.2 MI S FROM AINSWORTH.
 NN0470'ABOUT 15.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0470'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 50 YARDS SOUTH OF
 NN0470'THE CROSSING OF A ROW OF POLES, ABOUT 95 FEET EAST OF THE
 NN0470'CENTER LINE OF THE HIGHWAY, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY
 NN0470'FENCE.  A STANDARD DISK, STAMPED S 67 1935 AND SET IN THE TOP
 NN0470'OF A CONCRETE POST.
 NN0470
 NN0470                          STATION RECOVERY (1975)
 NN0470
 NN0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0199 ***********************************************************************
 MM0199  DESIGNATION -  S 7
 MM0199  PID         -  MM0199
 MM0199  STATE/COUNTY-  NE/LINCOLN
 MM0199  COUNTRY     -  US
 MM0199  USGS QUAD   -  HERSHEY WEST (2017)
 MM0199
 MM0199                         *CURRENT SURVEY CONTROL
 MM0199  ______________________________________________________________________
 MM0199* NAD 83(1986) POSITION- 41 09 37.     (N) 101 04 31.     (W)   SCALED
 MM0199* NAVD 88 ORTHO HEIGHT -   895.918 (meters)     2939.36  (feet) ADJUSTED
 MM0199  ______________________________________________________________________
 MM0199  GEOID HEIGHT    -        -21.886 (meters)                     GEOID18
 MM0199  DYNAMIC HEIGHT  -        895.380 (meters)     2937.59  (feet) COMP
 MM0199  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 MM0199
 MM0199  VERT ORDER      -  FIRST     CLASS II
 MM0199
 MM0199.The horizontal coordinates were scaled from a map and have
 MM0199.an estimated accuracy of +/- 6 seconds.
 MM0199
 MM0199.The orthometric height was determined by differential leveling and
 MM0199.adjusted by the NATIONAL GEODETIC SURVEY
 MM0199.in June 1991.
 MM0199
 MM0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0199.GEOID18 height accuracy estimate available here.
 MM0199
 MM0199.Click photographs - Photos may exist for this station.
 MM0199
 MM0199.The dynamic height is computed by dividing the NAVD 88
 MM0199.geopotential number by the normal gravity value computed on the
 MM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0199.degrees latitude (g = 980.6199 gals.).
 MM0199
 MM0199.The modeled gravity was interpolated from observed gravity values.
 MM0199
 MM0199;                    North         East    Units  Estimated Accuracy
 MM0199;SPC NE       -   147,890.      409,780.      MT  (+/- 180 meters Scaled)
 MM0199
 MM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL258586(NAD 83)
 MM0199
 MM0199                          SUPERSEDED SURVEY CONTROL
 MM0199
 MM0199  NGVD 29 (??/??/92)  895.546  (m)         2938.14   (f) ADJ UNCH    1 2
 MM0199
 MM0199.Superseded values are not recommended for survey control.
 MM0199
 MM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0199.See file dsdata.pdf to determine how the superseded data were derived.
 MM0199
 MM0199_MARKER: DB = BENCH MARK DISK
 MM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0199_STAMPING: 2938.137 S 7 1933
 MM0199_MARK LOGO: CGS
 MM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0199+STABILITY: SURFACE MOTION
 MM0199
 MM0199  HISTORY     - Date     Condition        Report By
 MM0199  HISTORY     - 1933     MONUMENTED       CGS
 MM0199  HISTORY     - 1941     GOOD             CGS
 MM0199  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0199
 MM0199                          STATION DESCRIPTION
 MM0199
 MM0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0199'AT O FALLONS.
 MM0199'AT O FALLONS, LINCOLN COUNTY, 69.5 FEET EAST OF THE SOUTHEAST
 MM0199'CORNER OF THE UNION PACIFIC RAILROAD STATION, ABOUT 16 POLES
 MM0199'EAST OF MILEPOST 301, 18 FEET NORTH OF THE NORTH RAIL OF THE
 MM0199'NORTH MAIN TRACK, 25 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MM0199'TRACK TO NORTHPORT, AND IN LINE WITH THE SOUTH SIDE OF THE
 MM0199'STATION.  A STANDARD DISK, STAMPED 2938.137 S 7 1933 AND SET
 MM0199'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 MM0199'GROUND.
 MM0199
 MM0199                          STATION RECOVERY (1941)
 MM0199
 MM0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MM0199'RECOVERED IN GOOD CONDITION.
 MM0199
 MM0199                          STATION RECOVERY (1986)
 MM0199
 MM0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0199'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0514 ***********************************************************************
 ML0514  DESIGNATION -  S 70
 ML0514  PID         -  ML0514
 ML0514  STATE/COUNTY-  NE/WHEELER
 ML0514  COUNTRY     -  US
 ML0514  USGS QUAD   -  BARTLETT SE (2017)
 ML0514
 ML0514                         *CURRENT SURVEY CONTROL
 ML0514  ______________________________________________________________________
 ML0514* NAD 83(1986) POSITION- 41 52 15.     (N) 098 36 22.     (W)   SCALED
 ML0514* NAVD 88 ORTHO HEIGHT -   643.326 (meters)     2110.65  (feet) ADJUSTED
 ML0514  ______________________________________________________________________
 ML0514  GEOID HEIGHT    -        -24.104 (meters)                     GEOID18
 ML0514  DYNAMIC HEIGHT  -        643.035 (meters)     2109.69  (feet) COMP
 ML0514  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 ML0514
 ML0514  VERT ORDER      -  SECOND    CLASS 0
 ML0514
 ML0514.The horizontal coordinates were scaled from a map and have
 ML0514.an estimated accuracy of +/- 6 seconds.
 ML0514
 ML0514.The orthometric height was determined by differential leveling and
 ML0514.adjusted by the NATIONAL GEODETIC SURVEY
 ML0514.in June 1991.
 ML0514
 ML0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0514.GEOID18 height accuracy estimate available here.
 ML0514
 ML0514.Click photographs - Photos may exist for this station.
 ML0514
 ML0514.The dynamic height is computed by dividing the NAVD 88
 ML0514.geopotential number by the normal gravity value computed on the
 ML0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0514.degrees latitude (g = 980.6199 gals.).
 ML0514
 ML0514.The modeled gravity was interpolated from observed gravity values.
 ML0514
 ML0514;                    North         East    Units  Estimated Accuracy
 ML0514;SPC NE       -   227,150.      615,680.      MT  (+/- 180 meters Scaled)
 ML0514
 ML0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM326355(NAD 83)
 ML0514
 ML0514                          SUPERSEDED SURVEY CONTROL
 ML0514
 ML0514  NGVD 29 (??/??/92)  643.097  (m)         2109.89   (f) ADJ UNCH    2 0
 ML0514
 ML0514.Superseded values are not recommended for survey control.
 ML0514
 ML0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0514.See file dsdata.pdf to determine how the superseded data were derived.
 ML0514
 ML0514_MARKER: DB = BENCH MARK DISK
 ML0514_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0514_STAMPING: S 70 1935
 ML0514_MARK LOGO: CGS
 ML0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0514
 ML0514  HISTORY     - Date     Condition        Report By
 ML0514  HISTORY     - 1935     MONUMENTED       CGS
 ML0514  HISTORY     - 1938     GOOD             CGS
 ML0514  HISTORY     - 1950     GOOD             USGS
 ML0514
 ML0514                          STATION DESCRIPTION
 ML0514
 ML0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0514'3.6 MI SW FROM BARTLETT.
 ML0514'3.6 MILES SOUTHWEST OF THE COURTHOUSE AT BARTLETT, ALONG STATE
 ML0514'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 36.4 FEET NORTH
 ML0514'OF A ROAD APPROACH, 34.1 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ML0514'6.6 FEET EAST OF THE RIGHT OF WAY FENCE LINE, 1.5 FEET SOUTH
 ML0514'OF AN EAST-WEST FENCE.  A STANDARD DISK SET HORIZONTAL IN A
 ML0514'PRECAST CONCRETE POST.
 ML0514
 ML0514                          STATION RECOVERY (1950)
 ML0514
 ML0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ML0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0613 ***********************************************************************
 ML0613  DESIGNATION -  S 71
 ML0613  PID         -  ML0613
 ML0613  STATE/COUNTY-  NE/LOUP
 ML0613  COUNTRY     -  US
 ML0613  USGS QUAD   -  TAYLOR SE (2017)
 ML0613
 ML0613                         *CURRENT SURVEY CONTROL
 ML0613  ______________________________________________________________________
 ML0613* NAD 83(1986) POSITION- 41 45 19.     (N) 099 15 03.     (W)   SCALED
 ML0613* NAVD 88 ORTHO HEIGHT -   680.669 (meters)     2233.16  (feet) ADJUSTED
 ML0613  ______________________________________________________________________
 ML0613  GEOID HEIGHT    -        -23.315 (meters)                     GEOID18
 ML0613  DYNAMIC HEIGHT  -        680.338 (meters)     2232.08  (feet) COMP
 ML0613  MODELED GRAVITY -    980,114.0   (mgal)                       NAVD 88
 ML0613
 ML0613  VERT ORDER      -  SECOND    CLASS 0
 ML0613
 ML0613.The horizontal coordinates were scaled from a map and have
 ML0613.an estimated accuracy of +/- 6 seconds.
 ML0613
 ML0613.The orthometric height was determined by differential leveling and
 ML0613.adjusted by the NATIONAL GEODETIC SURVEY
 ML0613.in June 1991.
 ML0613
 ML0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0613.GEOID18 height accuracy estimate available here.
 ML0613
 ML0613.Click photographs - Photos may exist for this station.
 ML0613
 ML0613.The dynamic height is computed by dividing the NAVD 88
 ML0613.geopotential number by the normal gravity value computed on the
 ML0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0613.degrees latitude (g = 980.6199 gals.).
 ML0613
 ML0613.The modeled gravity was interpolated from observed gravity values.
 ML0613
 ML0613;                    North         East    Units  Estimated Accuracy
 ML0613;SPC NE       -   213,660.      562,290.      MT  (+/- 180 meters Scaled)
 ML0613
 ML0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM791226(NAD 83)
 ML0613
 ML0613                          SUPERSEDED SURVEY CONTROL
 ML0613
 ML0613  NGVD 29 (??/??/92)  680.410  (m)         2232.31   (f) ADJ UNCH    2 0
 ML0613
 ML0613.Superseded values are not recommended for survey control.
 ML0613
 ML0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0613.See file dsdata.pdf to determine how the superseded data were derived.
 ML0613
 ML0613_MARKER: DB = BENCH MARK DISK
 ML0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0613_STAMPING: S 71 1935
 ML0613_MARK LOGO: CGS
 ML0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0613+STABILITY: SURFACE MOTION
 ML0613
 ML0613  HISTORY     - Date     Condition        Report By
 ML0613  HISTORY     - 1935     MONUMENTED       CGS
 ML0613
 ML0613                          STATION DESCRIPTION
 ML0613
 ML0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0613'7 MI SW FROM BURWELL.
 ML0613'7.0 MILES SOUTHWEST OF TEH COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0613'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, IN THE SOUTHEAST CORNER
 ML0613'OF THE SCHOOLYARD OF SIOUX CREEK DISTRICT SCHOOL NO. 4, 102
 ML0613'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 ML0613'40.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 ML0613'NORTH OF CORNER POST, AND NEAR THE SOUTH END OF A HIGHWAY CURVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0098 ***********************************************************************
 NO0098  DESIGNATION -  S 73
 NO0098  PID         -  NO0098
 NO0098  STATE/COUNTY-  NE/CHERRY
 NO0098  COUNTRY     -  US
 NO0098  USGS QUAD   -  BROWNLEE (2017)
 NO0098
 NO0098                         *CURRENT SURVEY CONTROL
 NO0098  ______________________________________________________________________
 NO0098* NAD 83(1986) POSITION- 42 15 28.     (N) 100 36 44.     (W)   SCALED
 NO0098* NAVD 88 ORTHO HEIGHT -   880.748 (meters)     2889.59  (feet) ADJUSTED
 NO0098  ______________________________________________________________________
 NO0098  GEOID HEIGHT    -        -21.494 (meters)                     GEOID18
 NO0098  DYNAMIC HEIGHT  -        880.318 (meters)     2888.18  (feet) COMP
 NO0098  MODELED GRAVITY -    980,103.4   (mgal)                       NAVD 88
 NO0098
 NO0098  VERT ORDER      -  SECOND    CLASS 0
 NO0098
 NO0098.The horizontal coordinates were scaled from a map and have
 NO0098.an estimated accuracy of +/- 6 seconds.
 NO0098
 NO0098.The orthometric height was determined by differential leveling and
 NO0098.adjusted by the NATIONAL GEODETIC SURVEY
 NO0098.in June 1991.
 NO0098
 NO0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0098.GEOID18 height accuracy estimate available here.
 NO0098
 NO0098.Click photographs - Photos may exist for this station.
 NO0098
 NO0098.The dynamic height is computed by dividing the NAVD 88
 NO0098.geopotential number by the normal gravity value computed on the
 NO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0098.degrees latitude (g = 980.6199 gals.).
 NO0098
 NO0098.The modeled gravity was interpolated from observed gravity values.
 NO0098
 NO0098;                    North         East    Units  Estimated Accuracy
 NO0098;SPC NE       -   269,360.      449,500.      MT  (+/- 180 meters Scaled)
 NO0098
 NO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM670796(NAD 83)
 NO0098
 NO0098                          SUPERSEDED SURVEY CONTROL
 NO0098
 NO0098  NGVD 29 (??/??/92)  880.438  (m)         2888.57   (f) ADJ UNCH    2 0
 NO0098
 NO0098.Superseded values are not recommended for survey control.
 NO0098
 NO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0098.See file dsdata.pdf to determine how the superseded data were derived.
 NO0098
 NO0098_MARKER: DB = BENCH MARK DISK
 NO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0098_STAMPING: S 73 1934
 NO0098_MARK LOGO: CGS
 NO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0098+STABILITY: SURFACE MOTION
 NO0098
 NO0098  HISTORY     - Date     Condition        Report By
 NO0098  HISTORY     - 1934     MONUMENTED       CGS
 NO0098
 NO0098                          STATION DESCRIPTION
 NO0098
 NO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0098'2.7 MI S FROM BROWNLEE.
 NO0098'ABOUT 2.7 MILES SOUTH ALONG THE THEDFORD ROAD FROM THE POST
 NO0098'OFFICE AT BROWNLEE, CHERRY COUNTY, 19 FEET WEST OF THE CENTER
 NO0098'OF AN AUTOMOBILE GATE, 3.8 FEET SOUTH OF A FENCE CORNER, AND 2.0
 NO0098'FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED S 73 1934 AND
 NO0098'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0064 ***********************************************************************
 NP0064  DESIGNATION -  S 75
 NP0064  PID         -  NP0064
 NP0064  STATE/COUNTY-  NE/SHERIDAN
 NP0064  COUNTRY     -  US
 NP0064  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0064
 NP0064                         *CURRENT SURVEY CONTROL
 NP0064  ______________________________________________________________________
 NP0064* NAD 83(1986) POSITION- 42 38 07.     (N) 102 12 46.     (W)   SCALED
 NP0064* NAVD 88 ORTHO HEIGHT -  1056.853 (meters)     3467.36  (feet) ADJUSTED
 NP0064  ______________________________________________________________________
 NP0064  GEOID HEIGHT    -        -18.378 (meters)                     GEOID18
 NP0064  DYNAMIC HEIGHT  -       1056.331 (meters)     3465.65  (feet) COMP
 NP0064  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 NP0064
 NP0064  VERT ORDER      -  SECOND    CLASS 0
 NP0064
 NP0064.The horizontal coordinates were scaled from a map and have
 NP0064.an estimated accuracy of +/- 6 seconds.
 NP0064
 NP0064.The orthometric height was determined by differential leveling and
 NP0064.adjusted by the NATIONAL GEODETIC SURVEY
 NP0064.in June 1991.
 NP0064
 NP0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0064.GEOID18 height accuracy estimate available here.
 NP0064
 NP0064.Click photographs - Photos may exist for this station.
 NP0064
 NP0064.The dynamic height is computed by dividing the NAVD 88
 NP0064.geopotential number by the normal gravity value computed on the
 NP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0064.degrees latitude (g = 980.6199 gals.).
 NP0064
 NP0064.The modeled gravity was interpolated from observed gravity values.
 NP0064
 NP0064;                    North         East    Units  Estimated Accuracy
 NP0064;SPC NE       -   313,430.      318,550.      MT  (+/- 180 meters Scaled)
 NP0064
 NP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH285240(NAD 83)
 NP0064
 NP0064                          SUPERSEDED SURVEY CONTROL
 NP0064
 NP0064  NGVD 29 (??/??/92) 1056.352  (m)         3465.71   (f) ADJ UNCH    2 0
 NP0064
 NP0064.Superseded values are not recommended for survey control.
 NP0064
 NP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0064.See file dsdata.pdf to determine how the superseded data were derived.
 NP0064
 NP0064_MARKER: DB = BENCH MARK DISK
 NP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0064_STAMPING: S 75 1934
 NP0064_MARK LOGO: CGS
 NP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0064+STABILITY: SURFACE MOTION
 NP0064
 NP0064  HISTORY     - Date     Condition        Report By
 NP0064  HISTORY     - 1934     MONUMENTED       CGS
 NP0064  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0064
 NP0064                          STATION DESCRIPTION
 NP0064
 NP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0064'11.8 MI S FROM GORDON.
 NP0064'11.8 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0064'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 0.3
 NP0064'MILES SOUTH OF A BRIDGE OVER THE NIOBRARA RIVER, 34 FEET EAST
 NP0064'OF THE CENTERLINE OF THE HIGHWAY, NEAR A GROUP OF FOUR TREES,
 NP0064'46 FEET WEST OF THE LARGEST TREE IN THE GROUP, AND 31-1/2 FEET
 NP0064'SOUTH OF A SINGLE TREE.  A STANDARD DISK, STAMPED S 75 1934
 NP0064'AND SET IN THE TOP OF A CONCRETE POST.
 NP0064
 NP0064                          STATION RECOVERY (1969)
 NP0064
 NP0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0217 ***********************************************************************
 MN0217  DESIGNATION -  S 76
 MN0217  PID         -  MN0217
 MN0217  STATE/COUNTY-  NE/KIMBALL
 MN0217  COUNTRY     -  US
 MN0217  USGS QUAD   -  DIX (2017)
 MN0217
 MN0217                         *CURRENT SURVEY CONTROL
 MN0217  ______________________________________________________________________
 MN0217* NAD 83(1986) POSITION- 41 13 34.     (N) 103 24 16.     (W)   SCALED
 MN0217* NAVD 88 ORTHO HEIGHT -  1364.707 (meters)     4477.38  (feet) ADJUSTED
 MN0217  ______________________________________________________________________
 MN0217  GEOID HEIGHT    -        -19.227 (meters)                     GEOID18
 MN0217  DYNAMIC HEIGHT  -       1363.721 (meters)     4474.14  (feet) COMP
 MN0217  MODELED GRAVITY -    979,853.7   (mgal)                       NAVD 88
 MN0217
 MN0217  VERT ORDER      -  SECOND    CLASS 0
 MN0217
 MN0217.The horizontal coordinates were scaled from a map and have
 MN0217.an estimated accuracy of +/- 6 seconds.
 MN0217
 MN0217.The orthometric height was determined by differential leveling and
 MN0217.adjusted by the NATIONAL GEODETIC SURVEY
 MN0217.in June 1991.
 MN0217
 MN0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0217.GEOID18 height accuracy estimate available here.
 MN0217
 MN0217.Click photographs - Photos may exist for this station.
 MN0217
 MN0217.The dynamic height is computed by dividing the NAVD 88
 MN0217.geopotential number by the normal gravity value computed on the
 MN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0217.degrees latitude (g = 980.6199 gals.).
 MN0217
 MN0217.The modeled gravity was interpolated from observed gravity values.
 MN0217
 MN0217;                    North         East    Units  Estimated Accuracy
 MN0217;SPC NE       -   160,250.      214,720.      MT  (+/- 180 meters Scaled)
 MN0217
 MN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF337650(NAD 83)
 MN0217
 MN0217                          SUPERSEDED SURVEY CONTROL
 MN0217
 MN0217  NGVD 29 (??/??/92) 1364.052  (m)         4475.23   (f) ADJ UNCH    2 0
 MN0217
 MN0217.Superseded values are not recommended for survey control.
 MN0217
 MN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0217.See file dsdata.pdf to determine how the superseded data were derived.
 MN0217
 MN0217_MARKER: DB = BENCH MARK DISK
 MN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0217_STAMPING: S 76 1934
 MN0217_MARK LOGO: CGS
 MN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0217+STABILITY: SURFACE MOTION
 MN0217
 MN0217  HISTORY     - Date     Condition        Report By
 MN0217  HISTORY     - 1934     MONUMENTED       CGS
 MN0217  HISTORY     - 1985     GOOD             DMA
 MN0217
 MN0217                          STATION DESCRIPTION
 MN0217
 MN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0217'4.2 MI E FROM DIX.
 MN0217'4.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0217'AT DIX, KIMBALL COUNTY, 1 POLE WEST OF MILEPOST 431, NEAR THE
 MN0217'JACINTO GRAIN ELEVATOR SIDING, 68.8 FEET SOUTH OF THE SOUTH
 MN0217'RAIL, 15.6 FEET NORTH OF A FENCE, 20 FEET EAST OF A DOUBLE
 MN0217'POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED S 76
 MN0217'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0217
 MN0217                          STATION RECOVERY (1985)
 MN0217
 MN0217'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0684 ***********************************************************************
 MJ0684  DESIGNATION -  S 78
 MJ0684  PID         -  MJ0684
 MJ0684  STATE/COUNTY-  NE/CASS
 MJ0684  COUNTRY     -  US
 MJ0684  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0684
 MJ0684                         *CURRENT SURVEY CONTROL
 MJ0684  ______________________________________________________________________
 MJ0684* NAD 83(1986) POSITION- 41 00 58.     (N) 095 53 47.     (W)   SCALED
 MJ0684* NAVD 88 ORTHO HEIGHT -   324.064 (meters)     1063.20  (feet) ADJUSTED
 MJ0684  ______________________________________________________________________
 MJ0684  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 MJ0684  DYNAMIC HEIGHT  -        323.927 (meters)     1062.75  (feet) COMP
 MJ0684  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MJ0684
 MJ0684  VERT ORDER      -  SECOND    CLASS 0
 MJ0684
 MJ0684.The horizontal coordinates were scaled from a map and have
 MJ0684.an estimated accuracy of +/- 6 seconds.
 MJ0684
 MJ0684.The orthometric height was determined by differential leveling and
 MJ0684.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0684.in June 1991.
 MJ0684
 MJ0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0684.GEOID18 height accuracy estimate available here.
 MJ0684
 MJ0684.Click photographs - Photos may exist for this station.
 MJ0684
 MJ0684.The dynamic height is computed by dividing the NAVD 88
 MJ0684.geopotential number by the normal gravity value computed on the
 MJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0684.degrees latitude (g = 980.6199 gals.).
 MJ0684
 MJ0684.The modeled gravity was interpolated from observed gravity values.
 MJ0684
 MJ0684;                    North         East    Units  Estimated Accuracy
 MJ0684;SPC NE       -   139,510.      844,940.      MT  (+/- 180 meters Scaled)
 MJ0684
 MJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564445(NAD 83)
 MJ0684
 MJ0684                          SUPERSEDED SURVEY CONTROL
 MJ0684
 MJ0684  NGVD 29 (??/??/92)  323.964  (m)         1062.87   (f) ADJ UNCH    2 0
 MJ0684
 MJ0684.Superseded values are not recommended for survey control.
 MJ0684
 MJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0684.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0684
 MJ0684_MARKER: DB = BENCH MARK DISK
 MJ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0684_STAMPING: S 78 1934
 MJ0684_MARK LOGO: CGS
 MJ0684_PROJECTION: FLUSH
 MJ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0684+STABILITY: SURFACE MOTION
 MJ0684
 MJ0684  HISTORY     - Date     Condition        Report By
 MJ0684  HISTORY     - 1934     MONUMENTED       CGS
 MJ0684  HISTORY     - 1949     GOOD             CGS
 MJ0684
 MJ0684                          STATION DESCRIPTION
 MJ0684
 MJ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0684'AT PLATTSMOUTH.
 MJ0684'AT PLATTSMOUTH, 46 FEET NORTH OF THE NORTHWEST CORNER OF THE
 MJ0684'MISSOURI PACIFIC RAILWAY STATION, 20 FEET EAST OF THE EAST RAIL
 MJ0684'OF THE MAIN TRACK, 3.3 FEET NORTHEAST OF A SIGNAL LIGHT, AND SET
 MJ0684'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE
 MJ0684'GROUND.  THIS BENCH MARK IS 0.9 MILE NORTHWEST OF THE COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0411 ***********************************************************************
 LG0411  DESIGNATION -  S 80
 LG0411  PID         -  LG0411
 LG0411  STATE/COUNTY-  NE/SEWARD
 LG0411  COUNTRY     -  US
 LG0411  USGS QUAD   -  PLEASANT DALE (2017)
 LG0411
 LG0411                         *CURRENT SURVEY CONTROL
 LG0411  ______________________________________________________________________
 LG0411* NAD 83(1986) POSITION- 40 46 27.     (N) 096 58 40.     (W)   SCALED
 LG0411* NAVD 88 ORTHO HEIGHT -   425.642 (meters)     1396.46  (feet) ADJUSTED
 LG0411  ______________________________________________________________________
 LG0411  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 LG0411  DYNAMIC HEIGHT  -        425.415 (meters)     1395.72  (feet) COMP
 LG0411  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 LG0411
 LG0411  VERT ORDER      -  SECOND    CLASS 0
 LG0411
 LG0411.The horizontal coordinates were scaled from a map and have
 LG0411.an estimated accuracy of +/- 6 seconds.
 LG0411
 LG0411.The orthometric height was determined by differential leveling and
 LG0411.adjusted by the NATIONAL GEODETIC SURVEY
 LG0411.in June 1991.
 LG0411
 LG0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0411.GEOID18 height accuracy estimate available here.
 LG0411
 LG0411.Click photographs - Photos may exist for this station.
 LG0411
 LG0411.The dynamic height is computed by dividing the NAVD 88
 LG0411.geopotential number by the normal gravity value computed on the
 LG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0411.degrees latitude (g = 980.6199 gals.).
 LG0411
 LG0411.The modeled gravity was interpolated from observed gravity values.
 LG0411
 LG0411;                    North         East    Units  Estimated Accuracy
 LG0411;SPC NE       -   108,920.      755,020.      MT  (+/- 180 meters Scaled)
 LG0411
 LG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL706156(NAD 83)
 LG0411
 LG0411                          SUPERSEDED SURVEY CONTROL
 LG0411
 LG0411  NGVD 29 (??/??/92)  425.472  (m)         1395.90   (f) ADJ UNCH    2 0
 LG0411
 LG0411.Superseded values are not recommended for survey control.
 LG0411
 LG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0411.See file dsdata.pdf to determine how the superseded data were derived.
 LG0411
 LG0411_MARKER: DB = BENCH MARK DISK
 LG0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0411_SP_SET: BRIDGE ABUTMENT
 LG0411_STAMPING: S 80 1939
 LG0411_MARK LOGO: CGS
 LG0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0411
 LG0411  HISTORY     - Date     Condition        Report By
 LG0411  HISTORY     - 1935     MONUMENTED       CGS
 LG0411  HISTORY     - 1939     GOOD             CGS
 LG0411
 LG0411                          STATION DESCRIPTION
 LG0411
 LG0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0411'2.3 MI W FROM PLEASANT DALE.
 LG0411'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0411'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, 180 FEET WEST
 LG0411'OF MILEPOST 16, AT BRIDGE 16.04, IN THE TOP OF THE NORTHEAST
 LG0411'CORNER OF THE EAST ABUTMENT, 6.2 FEET NORTH OF THE NORTH RAIL,
 LG0411'AND 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LG0411'S 80 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0958 ***********************************************************************
 MK0958  DESIGNATION -  S 81 RESET
 MK0958  PID         -  MK0958
 MK0958  STATE/COUNTY-  NE/SAUNDERS
 MK0958  COUNTRY     -  US
 MK0958  USGS QUAD   -  WAHOO WEST (2017)
 MK0958
 MK0958                         *CURRENT SURVEY CONTROL
 MK0958  ______________________________________________________________________
 MK0958* NAD 83(1986) POSITION- 41 12 21.     (N) 096 38 21.     (W)   SCALED
 MK0958* NAVD 88 ORTHO HEIGHT -   360.10  (meters)     1181.4   (feet) RESET
 MK0958  ______________________________________________________________________
 MK0958  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 MK0958  VERT ORDER      -  THIRD
 MK0958
 MK0958.The horizontal coordinates were scaled from a map and have
 MK0958.an estimated accuracy of +/- 6 seconds.
 MK0958
 MK0958.The orthometric height was computed from unverified reset data.
 MK0958
 MK0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0958.GEOID18 height accuracy estimate available here.
 MK0958
 MK0958.Click photographs - Photos may exist for this station.
 MK0958
 MK0958;                    North         East    Units  Estimated Accuracy
 MK0958;SPC NE       -   157,860.      781,720.      MT  (+/- 180 meters Scaled)
 MK0958
 MK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL979642(NAD 83)
 MK0958
 MK0958                          SUPERSEDED SURVEY CONTROL
 MK0958
 MK0958  NGVD 29 (??/??/??)  359.95   (m)         1180.9    (f) RESET       3  
 MK0958
 MK0958.Superseded values are not recommended for survey control.
 MK0958
 MK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0958.See file dsdata.pdf to determine how the superseded data were derived.
 MK0958
 MK0958_MARKER: DB = BENCH MARK DISK
 MK0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0958_SP_SET: PIER
 MK0958_STAMPING: S 81 RESET 1937
 MK0958_MARK LOGO: CGS
 MK0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0958
 MK0958  HISTORY     - Date     Condition        Report By
 MK0958  HISTORY     - 1937     MONUMENTED       NEDR
 MK0958  HISTORY     - 1984     GOOD             LOCSUR
 MK0958
 MK0958                          STATION DESCRIPTION
 MK0958
 MK0958'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1937
 MK0958'1.3 MI W FROM WAHOO.
 MK0958'1.3 MILES WEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 16 FROM THE
 MK0958'POST OFFICE AT WAHOO, SAUNDERS COUNTY, AT A BRIDGE OVER COTTON
 MK0958'WOOD CREEK, AND IN THE TOP OF THE EXTREME SOUTHWEST CORNER OF
 MK0958'THE CONCRETE CAP OF THE EAST PIER.  A STANDARD DISK, STAMPED
 MK0958'S 81 RESET 1937.
 MK0958
 MK0958                          STATION RECOVERY (1984)
 MK0958
 MK0958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0930 ***********************************************************************
 MK0930  DESIGNATION -  S 82
 MK0930  PID         -  MK0930
 MK0930  STATE/COUNTY-  NE/SAUNDERS
 MK0930  COUNTRY     -  US
 MK0930  USGS QUAD   -  WAHOO EAST (2017)
 MK0930
 MK0930                         *CURRENT SURVEY CONTROL
 MK0930  ______________________________________________________________________
 MK0930* NAD 83(1986) POSITION- 41 08 15.     (N) 096 37 27.     (W)   SCALED
 MK0930* NAVD 88 ORTHO HEIGHT -   397.868 (meters)     1305.34  (feet) ADJUSTED
 MK0930  ______________________________________________________________________
 MK0930  GEOID HEIGHT    -        -26.810 (meters)                     GEOID18
 MK0930  DYNAMIC HEIGHT  -        397.678 (meters)     1304.72  (feet) COMP
 MK0930  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 MK0930
 MK0930  VERT ORDER      -  SECOND    CLASS 0
 MK0930
 MK0930.The horizontal coordinates were scaled from a map and have
 MK0930.an estimated accuracy of +/- 6 seconds.
 MK0930
 MK0930.The orthometric height was determined by differential leveling and
 MK0930.adjusted by the NATIONAL GEODETIC SURVEY
 MK0930.in June 1991.
 MK0930
 MK0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0930.GEOID18 height accuracy estimate available here.
 MK0930
 MK0930.Click photographs - Photos may exist for this station.
 MK0930
 MK0930.The dynamic height is computed by dividing the NAVD 88
 MK0930.geopotential number by the normal gravity value computed on the
 MK0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0930.degrees latitude (g = 980.6199 gals.).
 MK0930
 MK0930.The modeled gravity was interpolated from observed gravity values.
 MK0930
 MK0930;                    North         East    Units  Estimated Accuracy
 MK0930;SPC NE       -   150,330.      783,270.      MT  (+/- 180 meters Scaled)
 MK0930
 MK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994567(NAD 83)
 MK0930
 MK0930                          SUPERSEDED SURVEY CONTROL
 MK0930
 MK0930  NGVD 29 (??/??/92)  397.725  (m)         1304.87   (f) ADJ UNCH    2 0
 MK0930
 MK0930.Superseded values are not recommended for survey control.
 MK0930
 MK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0930.See file dsdata.pdf to determine how the superseded data were derived.
 MK0930
 MK0930_MARKER: DB = BENCH MARK DISK
 MK0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0930_SP_SET: BUILDING
 MK0930_STAMPING: S 82 1935
 MK0930_MARK LOGO: CGS
 MK0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0930
 MK0930  HISTORY     - Date     Condition        Report By
 MK0930  HISTORY     - 1935     MONUMENTED       CGS
 MK0930  HISTORY     - 1942     GOOD             CGS
 MK0930
 MK0930                          STATION DESCRIPTION
 MK0930
 MK0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0930'IN SWEDEBURG.
 MK0930'IN SWEDEBURG ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN
 MK0930'LINCOLN AND WAHOO, NEBRASKA, NEAR THE SOUTH WEST CORNER OF OLD
 MK0930'BUILDING FOUNDATION, NORTHEAST OF SWEDEBURG DEPOT.  73.8 FEET
 MK0930'NORTHEAST OF NORTHEAST CORNER OF DEPOT, 2.2 FEET NORTH OF
 MK0930'SOUTHWEST CORNER OF BUILDING FOUNDATION, 28.4 FEET EAST OF EAST
 MK0930'RAIL OF MAIN TRACK.  NOTE-- PART OF FOUNDATION OF STATION IS
 MK0930'LEFT.  NO STATION SIGN IS UP.
 MK0930
 MK0930                          STATION RECOVERY (1942)
 MK0930
 MK0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MK0930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0023 ***********************************************************************
 ML0023  DESIGNATION -  S 83
 ML0023  PID         -  ML0023
 ML0023  STATE/COUNTY-  NE/BOONE
 ML0023  COUNTRY     -  US
 ML0023  USGS QUAD   -  ELGIN (2017)
 ML0023
 ML0023                         *CURRENT SURVEY CONTROL
 ML0023  ______________________________________________________________________
 ML0023* NAD 83(1986) POSITION- 41 53 41.     (N) 098 03 38.     (W)   SCALED
 ML0023* NAVD 88 ORTHO HEIGHT -   597.791 (meters)     1961.25  (feet) ADJUSTED
 ML0023  ______________________________________________________________________
 ML0023  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 ML0023  DYNAMIC HEIGHT  -        597.530 (meters)     1960.40  (feet) COMP
 ML0023  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 ML0023
 ML0023  VERT ORDER      -  SECOND    CLASS 0
 ML0023
 ML0023.The horizontal coordinates were scaled from a map and have
 ML0023.an estimated accuracy of +/- 6 seconds.
 ML0023
 ML0023.The orthometric height was determined by differential leveling and
 ML0023.adjusted by the NATIONAL GEODETIC SURVEY
 ML0023.in June 1991.
 ML0023
 ML0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0023.GEOID18 height accuracy estimate available here.
 ML0023
 ML0023.Click photographs - Photos may exist for this station.
 ML0023
 ML0023.The dynamic height is computed by dividing the NAVD 88
 ML0023.geopotential number by the normal gravity value computed on the
 ML0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0023.degrees latitude (g = 980.6199 gals.).
 ML0023
 ML0023.The modeled gravity was interpolated from observed gravity values.
 ML0023
 ML0023;                    North         East    Units  Estimated Accuracy
 ML0023;SPC NE       -   230,670.      660,880.      MT  (+/- 180 meters Scaled)
 ML0023
 ML0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779385(NAD 83)
 ML0023
 ML0023                          SUPERSEDED SURVEY CONTROL
 ML0023
 ML0023  NGVD 29 (??/??/92)  597.554  (m)         1960.48   (f) ADJ UNCH    2 0
 ML0023
 ML0023.Superseded values are not recommended for survey control.
 ML0023
 ML0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0023.See file dsdata.pdf to determine how the superseded data were derived.
 ML0023
 ML0023_MARKER: DB = BENCH MARK DISK
 ML0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0023_STAMPING: S 83 1935
 ML0023_MARK LOGO: CGS
 ML0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0023+STABILITY: SURFACE MOTION
 ML0023
 ML0023  HISTORY     - Date     Condition        Report By
 ML0023  HISTORY     - 1935     MONUMENTED       CGS
 ML0023  HISTORY     - 1939     GOOD             CGS
 ML0023
 ML0023                          STATION DESCRIPTION
 ML0023
 ML0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0023'AT RAEVILLE.
 ML0023'AT RAEVILLE, BOONE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ML0023'RAILWAY, 119.4 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION,
 ML0023'52.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 45 FEET
 ML0023'WEST OF THE CENTER LINE OF A ROAD, 25.2 FEET NORTHEAST OF THE
 ML0023'NORTHEAST CORNER OF A TOILET, 3.7 FEET WEST OF A FENCE, AND
 ML0023'ABOUT 5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 ML0023'STAMPED S 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0023
 ML0023                          STATION RECOVERY (1939)
 ML0023
 ML0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0071 ***********************************************************************
 ML0071  DESIGNATION -  S 85
 ML0071  PID         -  ML0071
 ML0071  STATE/COUNTY-  NE/BOONE
 ML0071  COUNTRY     -  US
 ML0071  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0071
 ML0071                         *CURRENT SURVEY CONTROL
 ML0071  ______________________________________________________________________
 ML0071* NAD 83(1986) POSITION- 41 34 01.     (N) 098 07 35.     (W)   SCALED
 ML0071* NAVD 88 ORTHO HEIGHT -   556.847 (meters)     1826.92  (feet) ADJUSTED
 ML0071  ______________________________________________________________________
 ML0071  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 ML0071  DYNAMIC HEIGHT  -        556.591 (meters)     1826.08  (feet) COMP
 ML0071  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 ML0071
 ML0071  VERT ORDER      -  SECOND    CLASS 0
 ML0071
 ML0071.The horizontal coordinates were scaled from a map and have
 ML0071.an estimated accuracy of +/- 6 seconds.
 ML0071
 ML0071.The orthometric height was determined by differential leveling and
 ML0071.adjusted by the NATIONAL GEODETIC SURVEY
 ML0071.in June 1991.
 ML0071
 ML0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0071.GEOID18 height accuracy estimate available here.
 ML0071
 ML0071.Click photographs - Photos may exist for this station.
 ML0071
 ML0071.The dynamic height is computed by dividing the NAVD 88
 ML0071.geopotential number by the normal gravity value computed on the
 ML0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0071.degrees latitude (g = 980.6199 gals.).
 ML0071
 ML0071.The modeled gravity was interpolated from observed gravity values.
 ML0071
 ML0071;                    North         East    Units  Estimated Accuracy
 ML0071;SPC NE       -   194,170.      656,210.      MT  (+/- 180 meters Scaled)
 ML0071
 ML0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM728020(NAD 83)
 ML0071
 ML0071                          SUPERSEDED SURVEY CONTROL
 ML0071
 ML0071  NGVD 29 (??/??/92)  556.621  (m)         1826.18   (f) ADJ UNCH    2 0
 ML0071
 ML0071.Superseded values are not recommended for survey control.
 ML0071
 ML0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0071.See file dsdata.pdf to determine how the superseded data were derived.
 ML0071
 ML0071_MARKER: DB = BENCH MARK DISK
 ML0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0071_STAMPING: S 85 1935
 ML0071_MARK LOGO: CGS
 ML0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0071+STABILITY: SURFACE MOTION
 ML0071
 ML0071  HISTORY     - Date     Condition        Report By
 ML0071  HISTORY     - 1935     MONUMENTED       CGS
 ML0071  HISTORY     - 1954     MARK NOT FOUND   CGS
 ML0071  HISTORY     - 20110125 MARK NOT FOUND   NEDR
 ML0071
 ML0071                          STATION DESCRIPTION
 ML0071
 ML0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0071'1.8 MI E FROM CEDAR RAPIDS.
 ML0071'1.8 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0071'CEDAR RAPIDS, BOONE COUNTY, 300 FEET SOUTHWEST OF A FARMHOUSE,
 ML0071'74.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3.8 FEET
 ML0071'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED S 85 1935 AND SET IN
 ML0071'THE TOP OF A CONCRETE POST.
 ML0071
 ML0071                          STATION RECOVERY (1954)
 ML0071
 ML0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 ML0071'MARK NOT FOUND.
 ML0071
 ML0071                          STATION RECOVERY (2011)
 ML0071
 ML0071'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 ML0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1197 ***********************************************************************
 MK1197  DESIGNATION -  S 86
 MK1197  PID         -  MK1197
 MK1197  STATE/COUNTY-  NE/PLATTE
 MK1197  COUNTRY     -  US
 MK1197  USGS QUAD   -  CRESTON (2017)
 MK1197
 MK1197                         *CURRENT SURVEY CONTROL
 MK1197  ______________________________________________________________________
 MK1197* NAD 83(1986) POSITION- 41 42 10.68   (N) 097 19 48.57   (W)   HD_HELD1
 MK1197* NAVD 88 ORTHO HEIGHT -   494.779 (meters)     1623.29  (feet) ADJUSTED
 MK1197  ______________________________________________________________________
 MK1197  GEOID HEIGHT    -        -24.906 (meters)                     GEOID18
 MK1197  DYNAMIC HEIGHT  -        494.575 (meters)     1622.62  (feet) COMP
 MK1197  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 MK1197
 MK1197  VERT ORDER      -  SECOND    CLASS 0
 MK1197
 MK1197.The horizontal coordinates were determined by differentially corrected
 MK1197.hand held GPS observations or other comparable positioning techniques
 MK1197.and have an estimated accuracy of +/- 3 meters.
 MK1197
 MK1197.The orthometric height was determined by differential leveling and
 MK1197.adjusted by the NATIONAL GEODETIC SURVEY
 MK1197.in June 1991.
 MK1197
 MK1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1197.GEOID18 height accuracy estimate available here.
 MK1197
 MK1197.Click photographs - Photos may exist for this station.
 MK1197
 MK1197.The dynamic height is computed by dividing the NAVD 88
 MK1197.geopotential number by the normal gravity value computed on the
 MK1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1197.degrees latitude (g = 980.6199 gals.).
 MK1197
 MK1197.The modeled gravity was interpolated from observed gravity values.
 MK1197
 MK1197;                    North         East    Units  Estimated Accuracy
 MK1197;SPC NE       -   211,006.7     722,114.3     MT  (+/- 3 meters HH1 GPS) 
 MK1197
 MK1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3893518144(NAD 83)
 MK1197
 MK1197                          SUPERSEDED SURVEY CONTROL
 MK1197
 MK1197  NGVD 29 (??/??/92)  494.594  (m)         1622.68   (f) ADJ UNCH    2 0
 MK1197
 MK1197.Superseded values are not recommended for survey control.
 MK1197
 MK1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1197.See file dsdata.pdf to determine how the superseded data were derived.
 MK1197
 MK1197_MARKER: DB = BENCH MARK DISK
 MK1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1197_STAMPING: S 86 1935
 MK1197_MARK LOGO: CGS
 MK1197_PROJECTION: PROJECTING 36 CENTIMETERS
 MK1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1197+STABILITY: SURFACE MOTION
 MK1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1197+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 MK1197
 MK1197  HISTORY     - Date     Condition        Report By
 MK1197  HISTORY     - 1935     MONUMENTED       CGS
 MK1197  HISTORY     - 20221214 GOOD             NEPPD
 MK1197
 MK1197                          STATION DESCRIPTION
 MK1197
 MK1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1197'2 MI E FROM CRESTON.
 MK1197'2.0 MILES EAST OF CRESTON.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1197'RAILROAD BETWEEN HUMPHREY AND HOOPER, 14 RAILS WEST OF BRIDGE
 MK1197'NO. D-99, 67.4 FEET SOUTHWEST OF CROSSING, 48.7 FEET SOUTH
 MK1197'OF THE SOUTH RAIL, BETWEEN TELEPHONE POLE AND FENCE.
 MK1197
 MK1197                          STATION RECOVERY (2022)
 MK1197
 MK1197'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1197'WEST 36 FT (11.0 M) TO ROAD NORTH-SOUTH. SOUTH 45.5 FT (13.9 M) FROM
 MK1197'CORNER FENCE POST. WEST 1.5 FT (0.5 M) OF BARBWIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1160 ***********************************************************************
 MK1160  DESIGNATION -  S 87
 MK1160  PID         -  MK1160
 MK1160  STATE/COUNTY-  NE/STANTON
 MK1160  COUNTRY     -  US
 MK1160  USGS QUAD   -  STANTON SE (2017)
 MK1160
 MK1160                         *CURRENT SURVEY CONTROL
 MK1160  ______________________________________________________________________
 MK1160* NAD 83(1986) POSITION- 41 52 25.     (N) 097 03 29.     (W)   SCALED
 MK1160* NAVD 88 ORTHO HEIGHT -   513.981 (meters)     1686.29  (feet) ADJUSTED
 MK1160  ______________________________________________________________________
 MK1160  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 MK1160  DYNAMIC HEIGHT  -        513.780 (meters)     1685.63  (feet) COMP
 MK1160  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 MK1160
 MK1160  VERT ORDER      -  SECOND    CLASS 0
 MK1160
 MK1160.The horizontal coordinates were scaled from a map and have
 MK1160.an estimated accuracy of +/- 6 seconds.
 MK1160
 MK1160.The orthometric height was determined by differential leveling and
 MK1160.adjusted by the NATIONAL GEODETIC SURVEY
 MK1160.in June 1991.
 MK1160
 MK1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1160.GEOID18 height accuracy estimate available here.
 MK1160
 MK1160.Click photographs - Photos may exist for this station.
 MK1160
 MK1160.The dynamic height is computed by dividing the NAVD 88
 MK1160.geopotential number by the normal gravity value computed on the
 MK1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1160.degrees latitude (g = 980.6199 gals.).
 MK1160
 MK1160.The modeled gravity was interpolated from observed gravity values.
 MK1160
 MK1160;                    North         East    Units  Estimated Accuracy
 MK1160;SPC NE       -   230,680.      744,100.      MT  (+/- 180 meters Scaled)
 MK1160
 MK1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM611375(NAD 83)
 MK1160
 MK1160                          SUPERSEDED SURVEY CONTROL
 MK1160
 MK1160  NGVD 29 (??/??/92)  513.800  (m)         1685.69   (f) ADJ UNCH    2 0
 MK1160
 MK1160.Superseded values are not recommended for survey control.
 MK1160
 MK1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1160.See file dsdata.pdf to determine how the superseded data were derived.
 MK1160
 MK1160_MARKER: DB = BENCH MARK DISK
 MK1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1160_STAMPING: S 87 1935
 MK1160_MARK LOGO: CGS
 MK1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1160+STABILITY: SURFACE MOTION
 MK1160
 MK1160  HISTORY     - Date     Condition        Report By
 MK1160  HISTORY     - 1935     MONUMENTED       CGS
 MK1160  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1160
 MK1160                          STATION DESCRIPTION
 MK1160
 MK1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1160'9.2 MI S FROM PILGER.
 MK1160'9.2 MILES SOUTH OF PILGER BY HIGHWAY.  ALONG STATE HIGHWAY NO. 15
 MK1160'BETWEEN SCHUYLER AND PILGER, AT ROAD CROSSING WHERE FARM HOUSE
 MK1160'IS LOCATED, 60.5 FEET NORTHEAST OF ROAD INTERSECTION, 52.7 FEET
 MK1160'NORTH OF THE CENTER LINE OF COUNTY ROAD, 40.4 FEET EAST OF THE
 MK1160'CENTER LINE OF HIGHWAY, 1.8 FEET WEST OF FENCE.
 MK1160
 MK1160                          STATION RECOVERY (1965)
 MK1160
 MK1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0089 ***********************************************************************
 LG0089  DESIGNATION -  S 88
 LG0089  PID         -  LG0089
 LG0089  STATE/COUNTY-  NE/OTOE
 LG0089  COUNTRY     -  US
 LG0089  USGS QUAD   -  DUNBAR (2017)
 LG0089
 LG0089                         *CURRENT SURVEY CONTROL
 LG0089  ______________________________________________________________________
 LG0089* NAD 83(1986) POSITION- 40 43 13.     (N) 096 06 47.     (W)   SCALED
 LG0089* NAVD 88 ORTHO HEIGHT -   337.618 (meters)     1107.67  (feet) ADJUSTED
 LG0089  ______________________________________________________________________
 LG0089  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 LG0089  DYNAMIC HEIGHT  -        337.451 (meters)     1107.12  (feet) COMP
 LG0089  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 LG0089
 LG0089  VERT ORDER      -  SECOND    CLASS 0
 LG0089
 LG0089.The horizontal coordinates were scaled from a map and have
 LG0089.an estimated accuracy of +/- 6 seconds.
 LG0089
 LG0089.The orthometric height was determined by differential leveling and
 LG0089.adjusted by the NATIONAL GEODETIC SURVEY
 LG0089.in June 1991.
 LG0089
 LG0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0089.GEOID18 height accuracy estimate available here.
 LG0089
 LG0089.Click photographs - Photos may exist for this station.
 LG0089
 LG0089.The dynamic height is computed by dividing the NAVD 88
 LG0089.geopotential number by the normal gravity value computed on the
 LG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0089.degrees latitude (g = 980.6199 gals.).
 LG0089
 LG0089.The modeled gravity was interpolated from observed gravity values.
 LG0089
 LG0089;                    North         East    Units  Estimated Accuracy
 LG0089;SPC NE       -   105,860.      828,220.      MT  (+/- 180 meters Scaled)
 LG0089
 LG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL438117(NAD 83)
 LG0089
 LG0089                          SUPERSEDED SURVEY CONTROL
 LG0089
 LG0089  NGVD 29 (??/??/92)  337.520  (m)         1107.35   (f) ADJ UNCH    2 0
 LG0089
 LG0089.Superseded values are not recommended for survey control.
 LG0089
 LG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0089.See file dsdata.pdf to determine how the superseded data were derived.
 LG0089
 LG0089_MARKER: DB = BENCH MARK DISK
 LG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0089_STAMPING: S 88 1935
 LG0089_MARK LOGO: CGS
 LG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0089+STABILITY: SURFACE MOTION
 LG0089
 LG0089  HISTORY     - Date     Condition        Report By
 LG0089  HISTORY     - 1935     MONUMENTED       CGS
 LG0089  HISTORY     - 1961     GOOD             CGS
 LG0089  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0089
 LG0089                          STATION DESCRIPTION
 LG0089
 LG0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0089'AT OTOE.
 LG0089'0.05 MILE NORTH ALONG A GRAVEL STREET TO THE MISSOURI PACIFIC
 LG0089'RAILROAD, THENCE 0.5 MILE SOUTHEAST TO THE MIDDLE OF THE FIELD,
 LG0089'ABOUT 0.15 MILE NORTHEAST OF THE NORTHEAST CORNER OF A PASTURE
 LG0089'FENCE, ABOUT 0.15 MILE NORTH OF A DOUBLE POLE FOR POWERLINE, ON
 LG0089'THE SOUTH EDGE OF SWAMPY GRASS, ABOUT 0.15 MILE WEST OF A FENCE,
 LG0089'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LG0089
 LG0089                          STATION RECOVERY (1964)
 LG0089
 LG0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1223 ***********************************************************************
 MJ1223  DESIGNATION -  S OMAHA ARMOUR PACKING CO TANK
 MJ1223  PID         -  MJ1223
 MJ1223  STATE/COUNTY-  NE/DOUGLAS
 MJ1223  COUNTRY     -  US
 MJ1223  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1223
 MJ1223                         *CURRENT SURVEY CONTROL
 MJ1223  ______________________________________________________________________
 MJ1223* NAD 83(1995) POSITION- 41 12 21.14176(N) 095 57 30.57905(W)   ADJUSTED
 MJ1223  ______________________________________________________________________
 MJ1223  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 MJ1223  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 MJ1223  HORZ ORDER      -  THIRD
 MJ1223
 MJ1223.The horizontal coordinates were established by classical geodetic methods
 MJ1223.and adjusted by the National Geodetic Survey in August 1997.
 MJ1223
 MJ1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1223.GEOID18 height accuracy estimate available here.
 MJ1223
 MJ1223.Click photographs - Photos may exist for this station.
 MJ1223
 MJ1223.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1223
 MJ1223. The following values were computed from the NAD 83(1995) position.
 MJ1223
 MJ1223;                    North         East     Units Scale Factor Converg.
 MJ1223;SPC NE       -   160,305.668   838,738.111   MT  0.99967223   +2 40 41.9
 MJ1223;SPC NE       -   525,936.18  2,751,759.95   sFT  0.99967223   +2 40 41.9
 MJ1223;UTM  15      - 4,565,832.157   251,947.163   MT  1.00035733   -1 56 59.8
 MJ1223;UTM  14      - 4,566,072.480   755,013.750   MT  1.00040044   +2 00 17.0
 MJ1223
 MJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5194765832(NAD 83)
 MJ1223
 MJ1223                          SUPERSEDED SURVEY CONTROL
 MJ1223
 MJ1223  NAD 83(1986)-  41 12 21.15042(N)    095 57 30.57836(W) AD(       ) 3
 MJ1223  NAD 27      -  41 12 21.15200(N)    095 57 29.52300(W) AD(       ) 3
 MJ1223
 MJ1223.Superseded values are not recommended for survey control.
 MJ1223
 MJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1223.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1223
 MJ1223_MARKER: 53 = ELEVATED TANK
 MJ1223
 MJ1223  HISTORY     - Date     Condition        Report By
 MJ1223  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1223  HISTORY     - 1959     GOOD             CGS
 MJ1223
 MJ1223                          STATION DESCRIPTION
 MJ1223
 MJ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1223'STATION IS LOCATED IN SOUTH OMAHA ON THE NORTH SIDE OF Q STREET
 MJ1223'100 FEET EAST OF THE T INTERSECTION OF Q STREET AND 30TH.
 MJ1223'AVENUE.  THE TANK IS OF STEEL CONSTRUCTION, FOUR LEGGED, PAINTED
 MJ1223'SILVER, AND APPROXIMATELY 75 FEET HIGH.  A YELLOW AND RED
 MJ1223'SIGN ARMOUR IS PAINTED ON THE WEST SIDE OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1236 ***********************************************************************
 MJ1236  DESIGNATION -  S OMAHA UN STOCK YDS TALL STK
 MJ1236  PID         -  MJ1236
 MJ1236  STATE/COUNTY-  NE/DOUGLAS
 MJ1236  COUNTRY     -  US
 MJ1236  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1236
 MJ1236                         *CURRENT SURVEY CONTROL
 MJ1236  ______________________________________________________________________
 MJ1236* NAD 83(1995) POSITION- 41 12 21.68980(N) 095 57 14.97261(W)   ADJUSTED
 MJ1236  ______________________________________________________________________
 MJ1236  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 MJ1236  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 MJ1236  HORZ ORDER      -  THIRD
 MJ1236
 MJ1236.The horizontal coordinates were established by classical geodetic methods
 MJ1236.and adjusted by the National Geodetic Survey in August 1997.
 MJ1236
 MJ1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1236.GEOID18 height accuracy estimate available here.
 MJ1236
 MJ1236.Click photographs - Photos may exist for this station.
 MJ1236
 MJ1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1236
 MJ1236. The following values were computed from the NAD 83(1995) position.
 MJ1236
 MJ1236;                    North         East     Units Scale Factor Converg.
 MJ1236;SPC NE       -   160,339.544   839,100.403   MT  0.99967221   +2 40 52.2
 MJ1236;SPC NE       -   526,047.32  2,752,948.57   sFT  0.99967221   +2 40 52.2
 MJ1236;UTM  15      - 4,565,836.692   252,311.255   MT  1.00035511   -1 56 49.5
 MJ1236;UTM  14      - 4,566,102.117   755,376.680   MT  1.00040272   +2 00 27.3
 MJ1236
 MJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5231165836(NAD 83)
 MJ1236
 MJ1236                          SUPERSEDED SURVEY CONTROL
 MJ1236
 MJ1236  NAD 83(1986)-  41 12 21.69850(N)    095 57 14.97185(W) AD(       ) 3
 MJ1236  NAD 27      -  41 12 21.70200(N)    095 57 13.91200(W) AD(       ) 3
 MJ1236
 MJ1236.Superseded values are not recommended for survey control.
 MJ1236
 MJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1236.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1236
 MJ1236_MARKER: 63 = STACK
 MJ1236
 MJ1236  HISTORY     - Date     Condition        Report By
 MJ1236  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1236
 MJ1236                          STATION DESCRIPTION
 MJ1236
 MJ1236'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1270 ***********************************************************************
 MK1270  DESIGNATION -  SABATA
 MK1270  PID         -  MK1270
 MK1270  STATE/COUNTY-  NE/BUTLER
 MK1270  COUNTRY     -  US
 MK1270  USGS QUAD   -  BRAINARD (2017)
 MK1270
 MK1270                         *CURRENT SURVEY CONTROL
 MK1270  ______________________________________________________________________
 MK1270* NAD 83(1995) POSITION- 41 12 47.88807(N) 097 00 32.85363(W)   ADJUSTED
 MK1270* NAVD 88 ORTHO HEIGHT -   515.850 (meters)     1692.42  (feet) ADJUSTED
 MK1270  ______________________________________________________________________
 MK1270  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 MK1270  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 MK1270  DYNAMIC HEIGHT  -        515.596 (meters)     1691.58  (feet) COMP
 MK1270  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 MK1270
 MK1270  HORZ ORDER      -  FIRST
 MK1270  VERT ORDER      -  SECOND    CLASS 0
 MK1270
 MK1270.The horizontal coordinates were established by classical geodetic methods
 MK1270.and adjusted by the National Geodetic Survey in August 1997.
 MK1270
 MK1270.The orthometric height was determined by differential leveling and
 MK1270.adjusted by the NATIONAL GEODETIC SURVEY
 MK1270.in June 1991.
 MK1270
 MK1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1270.GEOID18 height accuracy estimate available here.
 MK1270
 MK1270.Click photographs - Photos may exist for this station.
 MK1270
 MK1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1270
 MK1270.The dynamic height is computed by dividing the NAVD 88
 MK1270.geopotential number by the normal gravity value computed on the
 MK1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1270.degrees latitude (g = 980.6199 gals.).
 MK1270
 MK1270.The modeled gravity was interpolated from observed gravity values.
 MK1270
 MK1270. The following values were computed from the NAD 83(1995) position.
 MK1270
 MK1270;                    North         East     Units Scale Factor Converg.
 MK1270;SPC NE       -   157,548.456   750,692.362   MT  0.99967156   +1 58 55.4
 MK1270;SPC NE       -   516,890.23  2,462,896.52   sFT  0.99967156   +1 58 55.4
 MK1270;UTM  14      - 4,564,346.960   666,899.096   MT  0.99994283   +1 18 43.3
 MK1270
 MK1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1270!SPC NE       -   0.99992322  x   0.99967156  =   0.99959481
 MK1270!UTM  14      -   0.99992322  x   0.99994283  =   0.99986606
 MK1270
 MK1270:                Primary Azimuth Mark                     Grid Az
 MK1270:SPC NE       -  SABATA AZ MK                             308 25 23.7
 MK1270:UTM  14      -  SABATA AZ MK                             309 05 35.8
 MK1270
 MK1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6689964346(NAD 83)
 MK1270
 MK1270|---------------------------------------------------------------------|
 MK1270| PID    Reference Object                     Distance      Geod. Az  |
 MK1270|                                                           dddmmss.s |
 MK1270| MK2096 RADIO MAST KAR 72 ENE BRAINARD      APPROX. 7.5 KM 0955139.5 |
 MK1270| MK1271 SABATA RM 1                          30.904 METERS 15909     |
 MK1270| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 3.2 KM 1691242.4 |
 MK1270| MK1867 BRAINARD HOLY TRINITY CH SPIRE      APPROX. 2.8 KM 1694457.7 |
 MK1270| MK1881 ULYSSES TANK                        APPROX.22.6 KM 2265149.8 |
 MK1270| MK1866 ST FRANCIS CHURCH SPIRE             APPROX. 6.7 KM 2453722.4 |
 MK1270| MK1272 SABATA RM 2                          32.624 METERS 25112     |
 MK1270| MK1863 DAVID CITY TANK                     APPROX.10.3 KM 2962601.6 |
 MK1270| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX.11.2 KM 2964652.6 |
 MK1270| MK1273 SABATA AZ MK                                       3102419.1 |
 MK1270|---------------------------------------------------------------------|
 MK1270
 MK1270                          SUPERSEDED SURVEY CONTROL
 MK1270
 MK1270  NAD 83(1986)-  41 12 47.89736(N)    097 00 32.85366(W) AD(       ) 1
 MK1270  NAD 27      -  41 12 47.85015(N)    097 00 31.73739(W) AD(       ) 1
 MK1270  NGVD 29 (??/??/92)  515.669  (m)         1691.82   (f) ADJ UNCH    2 0
 MK1270  NGVD 29             515.67   (m)         1691.8    (f) LEVELING    3  
 MK1270
 MK1270.Superseded values are not recommended for survey control.
 MK1270
 MK1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1270.See file dsdata.pdf to determine how the superseded data were derived.
 MK1270
 MK1270_MARKER: DS = TRIANGULATION STATION DISK
 MK1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1270_STAMPING: SABATA 1935
 MK1270_MARK LOGO: CGS
 MK1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1270+STABILITY: SURFACE MOTION
 MK1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1270+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 MK1270
 MK1270  HISTORY     - Date     Condition        Report By
 MK1270  HISTORY     - 1935     MONUMENTED       CGS
 MK1270  HISTORY     - 1961     GOOD             CGS
 MK1270  HISTORY     - 1961     GOOD             CGS
 MK1270  HISTORY     - 1967     GOOD             CGS
 MK1270  HISTORY     - 20100527 GOOD             INDIV
 MK1270
 MK1270                          STATION DESCRIPTION
 MK1270
 MK1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1270'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 6, T. 14 N., R.
 MK1270'4 E., ABOUT 3 MILES SOUTH AND 6 MILES EAST OF DAVID CITY, AND
 MK1270'2 MILES NORTH OF BRAINARD ON THE EAST SIDE OF RAILROAD
 MK1270'RIGHT-OF-WAY IN A PASTURE OWNED BY MR. SABATA.
 MK1270'
 MK1270'REACHED FROM BRAINARD POST OFFICE BY GOING NORTH FOR 1.55 MILES,
 MK1270'TURN LEFT (WEST) ON STATE HIGHWAY 16 JUST AFTER CROSSING
 MK1270'RAILROAD AND GO 0.05 MILE TO RAILROAD RIGHT-OF-WAY FENCE, TURN
 MK1270'RIGHT (NORTH) AND FOLLOW FENCE 0.55 MILE TO STATION.  MARK IS
 MK1270'SET 7.5 FEET EAST OF NORTH-SOUTH FENCE AND 55 FEET EAST OF EAST
 MK1270'RAIL OF RAILROAD.
 MK1270'
 MK1270'REFERENCE MARK NO. 1 IS 101.35 FEET (30.891 METERS) SOUTH OF
 MK1270'STATION IN NORTH-SOUTH FENCE, AND 47.5 FEET EAST OF EAST RAIL OF
 MK1270'RAILROAD.
 MK1270'
 MK1270'REFERENCE MARK NO. 2 IS 107.20 FEET (32.672 METERS) WEST OF
 MK1270'STATION IN NORTH-SOUTH FENCE LINE AND 47 FEET WEST OF WEST RAIL
 MK1270'OF RAILROAD.
 MK1270'
 MK1270'AZIMUTH MARK IS REACHED BY FOLLOWING EAST FENCE OF RAILROAD
 MK1270'RIGHT-OF-WAY NORTH FOR 0.7 MILE.  MARK IS SET IN NORTH-SOUTH
 MK1270'FENCE LINE, 47 FEET EAST OF EAST RAIL OF RAILROAD.
 MK1270'
 MK1270'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1270
 MK1270                          STATION RECOVERY (1961)
 MK1270
 MK1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK1270'STATION RECOVERED WITH ALL MARKS IN GOOD CONDITION.  A COMPLETE
 MK1270'DESCRIPTION FOLLOWS TO CLARIFY DIRECTION FOR REACHING THE STATION.
 MK1270'
 MK1270'LOCATED, AIRLINE, ABOUT 6 MILES EAST-SOUTHEAST OF DAVID CITY,
 MK1270'5 MILES SOUTH-SOUTHWEST OF BRUNO, AND 2 MILES NORTH OF BRAINARD
 MK1270'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD AT A WIRE GATE
 MK1270'OPENING ON A RAILROAD RIGHT-OF-WAY AT A SMALL FARM RAILROAD
 MK1270'CROSSING.
 MK1270'
 MK1270'TO REACH THE STATION FROM THE POST OFFICE IN BRAINARD GO NORTH
 MK1270'ON THE MAIN STREET 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MK1270'WEST 70 YARDS ACROSS RAILROAD TRACKS TO STATE SPUR 392.  TURN
 MK1270'RIGHT AND GO NORTH 1.1 MILES TO A GRAVELED FORK ON A CURVE.
 MK1270'KEEP RIGHT ON THE FORK AND PROCEED 0.1 MILE TO U.S. HIGHWAY 30A.
 MK1270'CROSS THE HIGHWAY AND CONTINUE NORTH ON GRADED, GRAVELED ROAD
 MK1270'1.0 MILE TO A CROSS ROAD.  TURN LEFT AND GO WEST 0.7 MILE TO A
 MK1270'GATE ON THE LEFT LEADING ONTO RAILROAD PROPERTY ALONG THE EAST
 MK1270'RIGHT-OF-WAY JUST BEFORE REACHING A RAILROAD CROSSING.  TURN
 MK1270'LEFT THROUGH THE GATE AND GO SOUTHEAST ON TRACK ROAD 175 YARDS
 MK1270'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST AROUND
 MK1270'A CURVE 0.8 MILE TO A LITTLE-USED GRADE CROSSING AND THE
 MK1270'STATION ON THE LEFT.
 MK1270'
 MK1270'THE STATION MARK, A STANDARD DISK STAMPED SABATA 1935 CEMENTED
 MK1270'IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL MONUMENT 10 INCHES
 MK1270'BELOW THE SURFACE OF THE GROUND, IS 10.3 FEET SOUTH OF A METAL
 MK1270'WITNESS POST, 55 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MK1270'RAILROAD, AND 9.3 FEET EAST OF THE NORTH CONCRETE GATE POST IN
 MK1270'THE EAST RIGHT-OF-WAY FENCE.
 MK1270'
 MK1270'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED SABATA NO 1
 MK1270'1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL
 MK1270'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND, IS 0.8
 MK1270'FOOT WEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 46.5 FEET EAST OF
 MK1270'THE NORTHEAST RAIL AND ABOUT 1 FOOT HIGHER THAN STATION
 MK1270'ELEVATION.
 MK1270'
 MK1270'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED SABATA NO 2
 MK1270'1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL
 MK1270'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, IS 1.0 FOOT
 MK1270'EAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 46.9 FEET WEST OF THE
 MK1270'SOUTHWEST RAIL AND 18.2 FEET SOUTHEAST OF A CONCRETE GATE POST
 MK1270'ABOUT 1 FOOT HIGHER THAN STATION ELEVATION.
 MK1270'
 MK1270'THE AZIMUTH MARK, A STANDARD DISK STAMPED SABATA 1935 SET IN THE
 MK1270'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 MK1270'ABOVE GROUND, IS 1.4 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 MK1270'FENCE, 30.7 FEET NORTHEAST OF A RAILROAD X SIGN AND 46.1 FEET
 MK1270'NORTHEAST OF THE NORTHEAST RAIL ON THE RAILROAD.
 MK1270
 MK1270                          STATION RECOVERY (1961)
 MK1270
 MK1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MK1270'2 MI NW FROM BRAINARD.
 MK1270'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1270'FROM THE STATION AT BRAINARD, THENCE 0.6 MILE NORTHWEST ALONG
 MK1270'THE UNION PACIFIC RAILROAD, 55 FEET EAST OF THE NORTH RAIL, 10.3
 MK1270'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 9.3 FEET EAST
 MK1270'OF A NORTH CONCRETE GATE POST, SET IN TOP OF A SQUARE CONCRETE
 MK1270'POST 10 INCHES BELOW GROUND.
 MK1270
 MK1270                          STATION RECOVERY (1967)
 MK1270
 MK1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 MK1270'DESCRIPTION IS ADEQUATE.
 MK1270
 MK1270                          STATION RECOVERY (2010)
 MK1270
 MK1270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MK1270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1273 ***********************************************************************
 MK1273  DESIGNATION -  SABATA AZ MK
 MK1273  PID         -  MK1273
 MK1273  STATE/COUNTY-  NE/BUTLER
 MK1273  COUNTRY     -  US
 MK1273  USGS QUAD   -  BRAINARD (2017)
 MK1273
 MK1273                         *CURRENT SURVEY CONTROL
 MK1273  ______________________________________________________________________
 MK1273* NAD 83(1986) POSITION- 41 13 10.     (N) 097 01 05.     (W)   SCALED
 MK1273* NAVD 88 ORTHO HEIGHT -   514.362 (meters)     1687.54  (feet) ADJUSTED
 MK1273  ______________________________________________________________________
 MK1273  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 MK1273  DYNAMIC HEIGHT  -        514.111 (meters)     1686.71  (feet) COMP
 MK1273  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 MK1273
 MK1273  VERT ORDER      -  SECOND    CLASS 0
 MK1273
 MK1273.The horizontal coordinates were scaled from a map and have
 MK1273.an estimated accuracy of +/- 6 seconds.
 MK1273
 MK1273.The orthometric height was determined by differential leveling and
 MK1273.adjusted by the NATIONAL GEODETIC SURVEY
 MK1273.in June 1991.
 MK1273
 MK1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1273.GEOID18 height accuracy estimate available here.
 MK1273
 MK1273.Click photographs - Photos may exist for this station.
 MK1273
 MK1273.The dynamic height is computed by dividing the NAVD 88
 MK1273.geopotential number by the normal gravity value computed on the
 MK1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1273.degrees latitude (g = 980.6199 gals.).
 MK1273
 MK1273.The modeled gravity was interpolated from observed gravity values.
 MK1273
 MK1273;                    North         East    Units  Estimated Accuracy
 MK1273;SPC NE       -   158,200.      749,920.      MT  (+/- 180 meters Scaled)
 MK1273
 MK1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL661650(NAD 83)
 MK1273
 MK1273                          SUPERSEDED SURVEY CONTROL
 MK1273
 MK1273  NGVD 29 (??/??/92)  514.184  (m)         1686.95   (f) ADJ UNCH    2 0
 MK1273
 MK1273.Superseded values are not recommended for survey control.
 MK1273
 MK1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1273.See file dsdata.pdf to determine how the superseded data were derived.
 MK1273
 MK1273_MARKER: DZ = AZIMUTH MARK DISK
 MK1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1273_STAMPING: SABATA 1935
 MK1273_MARK LOGO: CGS
 MK1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1273+STABILITY: SURFACE MOTION
 MK1273
 MK1273  HISTORY     - Date     Condition        Report By
 MK1273  HISTORY     - 1935     MONUMENTED       CGS
 MK1273  HISTORY     - 1961     GOOD             CGS
 MK1273
 MK1273                          STATION DESCRIPTION
 MK1273
 MK1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1273'2.7 MI NW FROM BRAINARD.
 MK1273'1.4 MILES ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM THE
 MK1273'STATION AT BRAINARD, THENCE 1.3 MILES NORTHWEST ALONG THE UNION
 MK1273'PACIFIC RAILROAD, 1.0 MILE SOUTHEAST OF A ROAD CROSSING, 46 FEET
 MK1273'NORTHEAST OF THE NORTHEAST RAIL, 1.7 FEET NORTHWEST OF A METAL
 MK1273'WITNESS POST WITH SIGN, 1.3 FEET SOUTHWEST OF RIGHT OF WAY FENCE,
 MK1273'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 MK1273'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1271 ***********************************************************************
 MK1271  DESIGNATION -  SABATA RM 1
 MK1271  PID         -  MK1271
 MK1271  STATE/COUNTY-  NE/BUTLER
 MK1271  COUNTRY     -  US
 MK1271  USGS QUAD   -  BRAINARD (2017)
 MK1271
 MK1271                         *CURRENT SURVEY CONTROL
 MK1271  ______________________________________________________________________
 MK1271* NAD 83(1986) POSITION- 41 12 46.95   (N) 097 00 32.38   (W)   HD_HELD1
 MK1271* NAVD 88 ORTHO HEIGHT -   516.049 (meters)     1693.07  (feet) ADJUSTED
 MK1271  ______________________________________________________________________
 MK1271  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 MK1271  DYNAMIC HEIGHT  -        515.796 (meters)     1692.24  (feet) COMP
 MK1271  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 MK1271
 MK1271  VERT ORDER      -  SECOND    CLASS 0
 MK1271
 MK1271.The horizontal coordinates were determined by differentially corrected
 MK1271.hand held GPS observations or other comparable positioning techniques
 MK1271.and have an estimated accuracy of +/- 3 meters.
 MK1271
 MK1271.The orthometric height was determined by differential leveling and
 MK1271.adjusted by the NATIONAL GEODETIC SURVEY
 MK1271.in June 1991.
 MK1271
 MK1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1271.GEOID18 height accuracy estimate available here.
 MK1271
 MK1271.Click photographs - Photos may exist for this station.
 MK1271
 MK1271.The dynamic height is computed by dividing the NAVD 88
 MK1271.geopotential number by the normal gravity value computed on the
 MK1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1271.degrees latitude (g = 980.6199 gals.).
 MK1271
 MK1271.The modeled gravity was interpolated from observed gravity values.
 MK1271
 MK1271;                    North         East    Units  Estimated Accuracy
 MK1271;SPC NE       -   157,519.9     750,704.4     MT  (+/- 3 meters HH1 GPS) 
 MK1271
 MK1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6691064318(NAD 83)
 MK1271
 MK1271                          SUPERSEDED SURVEY CONTROL
 MK1271
 MK1271  NGVD 29 (??/??/92)  515.869  (m)         1692.48   (f) ADJ UNCH    2 0
 MK1271
 MK1271.Superseded values are not recommended for survey control.
 MK1271
 MK1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1271.See file dsdata.pdf to determine how the superseded data were derived.
 MK1271
 MK1271_MARKER: DR = REFERENCE MARK DISK
 MK1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1271_STAMPING: SABATA NO 1 1935
 MK1271_MARK LOGO: CGS
 MK1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1271+STABILITY: SURFACE MOTION
 MK1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1271+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 MK1271
 MK1271  HISTORY     - Date     Condition        Report By
 MK1271  HISTORY     - 1935     MONUMENTED       CGS
 MK1271  HISTORY     - 1961     GOOD             CGS
 MK1271  HISTORY     - 20100527 GOOD             INDIV
 MK1271
 MK1271                          STATION DESCRIPTION
 MK1271
 MK1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1271'2 MI NW FROM BRAINARD.
 MK1271'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1271'FROM THE STATION AT BRAINARD, THENCE 0.6 MILE NORTHWEST ALONG
 MK1271'THE UNION PACIFIC RAILROAD, 101.38 FEET SOUTHEAST OF THE STATION,
 MK1271'46.5 FEET EAST OF THE NORTH RAIL, ABOUT 1 FOOT LOWER THAN THE
 MK1271'TRACKS, 0.8 FOOT WEST OF A N-S FENCE, SET IN TOP OF A CYLINDDHCAL
 MK1271'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 MK1271
 MK1271                          STATION RECOVERY (2010)
 MK1271
 MK1271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MK1271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1272 ***********************************************************************
 MK1272  DESIGNATION -  SABATA RM 2
 MK1272  PID         -  MK1272
 MK1272  STATE/COUNTY-  NE/BUTLER
 MK1272  COUNTRY     -  US
 MK1272  USGS QUAD   -  BRAINARD (2017)
 MK1272
 MK1272                         *CURRENT SURVEY CONTROL
 MK1272  ______________________________________________________________________
 MK1272* NAD 83(1986) POSITION- 41 12 47.55   (N) 097 00 34.18   (W)   HD_HELD1
 MK1272* NAVD 88 ORTHO HEIGHT -   515.965 (meters)     1692.80  (feet) ADJUSTED
 MK1272  ______________________________________________________________________
 MK1272  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 MK1272  DYNAMIC HEIGHT  -        515.711 (meters)     1691.96  (feet) COMP
 MK1272  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 MK1272
 MK1272  VERT ORDER      -  SECOND    CLASS 0
 MK1272
 MK1272.The horizontal coordinates were determined by differentially corrected
 MK1272.hand held GPS observations or other comparable positioning techniques
 MK1272.and have an estimated accuracy of +/- 3 meters.
 MK1272
 MK1272.The orthometric height was determined by differential leveling and
 MK1272.adjusted by the NATIONAL GEODETIC SURVEY
 MK1272.in June 1991.
 MK1272
 MK1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1272.GEOID18 height accuracy estimate available here.
 MK1272
 MK1272.Click photographs - Photos may exist for this station.
 MK1272
 MK1272.The dynamic height is computed by dividing the NAVD 88
 MK1272.geopotential number by the normal gravity value computed on the
 MK1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1272.degrees latitude (g = 980.6199 gals.).
 MK1272
 MK1272.The modeled gravity was interpolated from observed gravity values.
 MK1272
 MK1272;                    North         East    Units  Estimated Accuracy
 MK1272;SPC NE       -   157,537.0     750,661.9     MT  (+/- 3 meters HH1 GPS) 
 MK1272
 MK1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6686864335(NAD 83)
 MK1272
 MK1272                          SUPERSEDED SURVEY CONTROL
 MK1272
 MK1272  NGVD 29 (??/??/92)  515.785  (m)         1692.20   (f) ADJ UNCH    2 0
 MK1272
 MK1272.Superseded values are not recommended for survey control.
 MK1272
 MK1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1272.See file dsdata.pdf to determine how the superseded data were derived.
 MK1272
 MK1272_MARKER: DR = REFERENCE MARK DISK
 MK1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1272_STAMPING: SABATA NO 2 1935
 MK1272_MARK LOGO: CGS
 MK1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1272+STABILITY: SURFACE MOTION
 MK1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1272+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 MK1272
 MK1272  HISTORY     - Date     Condition        Report By
 MK1272  HISTORY     - 1935     MONUMENTED       CGS
 MK1272  HISTORY     - 1961     GOOD             CGS
 MK1272  HISTORY     - 20100527 GOOD             INDIV
 MK1272
 MK1272                          STATION DESCRIPTION
 MK1272
 MK1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1272'2 MI NW FROM BRAINARD.
 MK1272'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1272'FROM THE STATION AT BRAINARD, THENCE 0.6 MILE NORTHWEST ALONG
 MK1272'THE UNION PACIFIC RAILROAD, 107.04 FEET SOUTHWEST OF THE STATION,
 MK1272'46.9 FEET WEST OF THE SOUTHWEST RAIL, 18.7 FEET SOUTHEAST OF THE
 MK1272'SOUTH CONCRETE GATE POST, 1 FOOT EAST OF THE RIGHT OF WAY FENCE,
 MK1272'SET IN TOP OF A CYLINDDHCAL CONCRETE POST PROJECTING 2 INCHES
 MK1272'ABOVE GROUND.
 MK1272
 MK1272                          STATION RECOVERY (2010)
 MK1272
 MK1272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 MK1272'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1040 ***********************************************************************
 LH1040  DESIGNATION -  SALEM EVAN LUTHERAN CH SPIRE
 LH1040  PID         -  LH1040
 LH1040  STATE/COUNTY-  NE/FRONTIER
 LH1040  COUNTRY     -  US
 LH1040  USGS QUAD   -  ARAPAHOE NW (2017)
 LH1040
 LH1040                         *CURRENT SURVEY CONTROL
 LH1040  ______________________________________________________________________
 LH1040* NAD 83(1995) POSITION- 40 29 48.00860(N) 099 59 17.01659(W)   ADJUSTED
 LH1040  ______________________________________________________________________
 LH1040  GEOID HEIGHT    -        -24.305 (meters)                     GEOID18
 LH1040  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 LH1040  HORZ ORDER      -  THIRD
 LH1040
 LH1040.The horizontal coordinates were established by classical geodetic methods
 LH1040.and adjusted by the National Geodetic Survey in August 1997.
 LH1040
 LH1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1040.GEOID18 height accuracy estimate available here.
 LH1040
 LH1040.Click photographs - Photos may exist for this station.
 LH1040
 LH1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1040
 LH1040. The following values were computed from the NAD 83(1995) position.
 LH1040
 LH1040;                    North         East     Units Scale Factor Converg.
 LH1040;SPC NE       -    73,650.623   501,011.973   MT  0.99981230   +0 00 28.5
 LH1040;SPC NE       -   241,635.42  1,643,736.78   sFT  0.99981230   +0 00 28.5
 LH1040;UTM  14      - 4,483,353.848   416,273.052   MT  0.99968629   -0 38 30.1
 LH1040
 LH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1627383353(NAD 83)
 LH1040
 LH1040                          SUPERSEDED SURVEY CONTROL
 LH1040
 LH1040  NAD 83(1986)-  40 29 48.01315(N)    099 59 17.01998(W) AD(       ) 3
 LH1040  NAD 27      -  40 29 47.99300(N)    099 59 15.56900(W) AD(       ) 3
 LH1040
 LH1040.Superseded values are not recommended for survey control.
 LH1040
 LH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1040.See file dsdata.pdf to determine how the superseded data were derived.
 LH1040
 LH1040_MARKER: 90 = CHURCH SPIRE
 LH1040
 LH1040  HISTORY     - Date     Condition        Report By
 LH1040  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1040
 LH1040                          STATION DESCRIPTION
 LH1040
 LH1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1040'POINT SIGHTED ON WAS TIP OF SPIRE OF EVANGELIST LUTHERAN
 LH1040'CHURCH, FRAME BUILDING, BUILT IN 1916, LOCATED IN THE SETTLEMENT
 LH1040'OF SALEM.
 LH1040'
 LH1040'STATION OBSERVED ON FROM, MUDDY, ELKREEK, SINK, AND PLUM.
 LH1040'
 LH1040'NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1019 ***********************************************************************
 LG1019  DESIGNATION -  SALEM EVANGELICAL REFORM CH
 LG1019  PID         -  LG1019
 LG1019  STATE/COUNTY-  NE/PAWNEE
 LG1019  COUNTRY     -  US
 LG1019  USGS QUAD   -  BURCHARD (2017)
 LG1019
 LG1019                         *CURRENT SURVEY CONTROL
 LG1019  ______________________________________________________________________
 LG1019* NAD 83(1995) POSITION- 40 13 03.64351(N) 096 15 20.05122(W)   ADJUSTED
 LG1019  ______________________________________________________________________
 LG1019  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 LG1019  LAPLACE CORR    -         -7.91  (seconds)                    DEFLEC18
 LG1019  HORZ ORDER      -  THIRD
 LG1019
 LG1019.The horizontal coordinates were established by classical geodetic methods
 LG1019.and adjusted by the National Geodetic Survey in August 1997.
 LG1019
 LG1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1019.GEOID18 height accuracy estimate available here.
 LG1019
 LG1019.Click photographs - Photos may exist for this station.
 LG1019
 LG1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1019
 LG1019. The following values were computed from the NAD 83(1995) position.
 LG1019
 LG1019;                    North         East     Units Scale Factor Converg.
 LG1019;SPC NE       -    49,575.740   818,604.973   MT  0.99990869   +2 28 53.1
 LG1019;SPC NE       -   162,649.74  2,685,706.48   sFT  0.99990869   +2 28 53.1
 LG1019;UTM  14      - 4,455,530.784   733,533.187   MT  1.00027141   +1 46 22.3
 LG1019
 LG1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3353355530(NAD 83)
 LG1019
 LG1019                          SUPERSEDED SURVEY CONTROL
 LG1019
 LG1019  NAD 83(1986)-  40 13 03.65113(N)    096 15 20.04670(W) AD(       ) 3
 LG1019  NAD 27      -  40 13 03.65100(N)    096 15 19.00600(W) AD(       ) 3
 LG1019
 LG1019.Superseded values are not recommended for survey control.
 LG1019
 LG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1019.See file dsdata.pdf to determine how the superseded data were derived.
 LG1019
 LG1019_MARKER: 90 = CHURCH SPIRE
 LG1019
 LG1019  HISTORY     - Date     Condition        Report By
 LG1019  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1019  HISTORY     - 1958     GOOD             CGS
 LG1019
 LG1019                          STATION DESCRIPTION
 LG1019
 LG1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1019'THE CHURCH IS LOCATED ABOUT 1.0 MILE WEST AND 0.5 MILE NORTH OF
 LG1019'STEINAUER.  IT IS A WHITE FRAME BUILDING WITH THE SPIRE ON THE
 LG1019'EAST END OF THE BUILDING.  THE SPIRE IS GREEN AND HAS A BALL ON
 LG1019'THE TOP.  IT IS ABOUT 50 FEET HIGH.  IT IS 75 FEET WEST OF THE
 LG1019'CENTER OF A NORTH-SOUTH DIRT ROAD.  THE POINT OBSERVED UPON WAS
 LG1019'THE BALL AT THE TOP OF THE SPIRE.
 LG1019
 LG1019                          STATION RECOVERY (1958)
 LG1019
 LG1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1019'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE CHURCH
 LG1019'HAS BEEN REMODELED SINCE THE POSITION WAS ESTABLISHED IN 1947
 LG1019'BUT THE SPIRE IS STILL IN ITS ORIGINAL POSITION.  A CROSS IS NOW
 LG1019'AT THE TOP OF THE SPIRE IN PLACE OF THE BALL AS NOTED IN THE
 LG1019'PREVIOUS DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1375 ***********************************************************************
 LF1375  DESIGNATION -  SALEM MUNICIPAL TANK
 LF1375  PID         -  LF1375
 LF1375  STATE/COUNTY-  NE/RICHARDSON
 LF1375  COUNTRY     -  US
 LF1375  USGS QUAD   -  SALEM (2017)
 LF1375
 LF1375                         *CURRENT SURVEY CONTROL
 LF1375  ______________________________________________________________________
 LF1375* NAD 83(1995) POSITION- 40 04 35.48773(N) 095 43 43.73377(W)   ADJUSTED
 LF1375  ______________________________________________________________________
 LF1375  GEOID HEIGHT    -        -30.207 (meters)                     GEOID18
 LF1375  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 LF1375  HORZ ORDER      -  THIRD
 LF1375
 LF1375.The horizontal coordinates were established by classical geodetic methods
 LF1375.and adjusted by the National Geodetic Survey in August 1997.
 LF1375
 LF1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1375.GEOID18 height accuracy estimate available here.
 LF1375
 LF1375.Click photographs - Photos may exist for this station.
 LF1375
 LF1375.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1375
 LF1375. The following values were computed from the NAD 83(1995) position.
 LF1375
 LF1375;                    North         East     Units Scale Factor Converg.
 LF1375;SPC NE       -    35,999.986   864,165.046   MT  0.99996629   +2 49 49.8
 LF1375;SPC NE       -   118,109.95  2,835,181.49   sFT  0.99996629   +2 49 49.8
 LF1375;UTM  15      - 4,439,819.586   267,314.183   MT  1.00026657   -1 45 27.5
 LF1375
 LF1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6731439819(NAD 83)
 LF1375
 LF1375                          SUPERSEDED SURVEY CONTROL
 LF1375
 LF1375  NAD 83(1986)-  40 04 35.49536(N)    095 43 43.72929(W) AD(       ) 3
 LF1375  NAD 27      -  40 04 35.48000(N)    095 43 42.78000(W) AD(       ) 3
 LF1375
 LF1375.Superseded values are not recommended for survey control.
 LF1375
 LF1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1375.See file dsdata.pdf to determine how the superseded data were derived.
 LF1375
 LF1375_MARKER: 52 = STANDPIPE TANK
 LF1375
 LF1375  HISTORY     - Date     Condition        Report By
 LF1375  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1375
 LF1375                          STATION DESCRIPTION
 LF1375
 LF1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1375'STATION IS LOCATED IN THE NW SECTION OF THE VILLAGE OF SALEM,
 LF1375'ON LAND OWNED BY THE VILLAGE.  IT IS A STEEL STANDPIPE, PAINTED
 LF1375'SILVER, 62 FEET HIGH, AND 12 FEET IN DIAMETER.  IT HAS A LIGHT
 LF1375'ON THE N SIDE OF THE TOP AND A VENT PIPE IN THE CENTER OF THE
 LF1375'ROOF.  THE POINT INTERSECTED WAS THE VENT PIPE.  AN INTERSECTION
 LF1375'STATION.  TO REACH FROM P.O., GO W 0.45 MILE TO STANDPIPE ON
 LF1375'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1164 ***********************************************************************
 LG1164  DESIGNATION -  SALINE
 LG1164  PID         -  LG1164
 LG1164  STATE/COUNTY-  NE/SALINE
 LG1164  COUNTRY     -  US
 LG1164  USGS QUAD   -  CRETE SOUTH (2017)
 LG1164
 LG1164                         *CURRENT SURVEY CONTROL
 LG1164  ______________________________________________________________________
 LG1164* NAD 83(1995) POSITION- 40 33 09.88745(N) 096 55 20.63682(W)   ADJUSTED
 LG1164* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 LG1164  ______________________________________________________________________
 LG1164  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 LG1164  LAPLACE CORR    -          6.06  (seconds)                    DEFLEC18
 LG1164  HORZ ORDER      -  SECOND
 LG1164
 LG1164.The horizontal coordinates were established by classical geodetic methods
 LG1164.and adjusted by the National Geodetic Survey in August 1997.
 LG1164
 LG1164.The orthometric height was scaled from a topographic map.
 LG1164
 LG1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1164.GEOID18 height accuracy estimate available here.
 LG1164
 LG1164.Click photographs - Photos may exist for this station.
 LG1164
 LG1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1164
 LG1164. The following values were computed from the NAD 83(1995) position.
 LG1164
 LG1164;                    North         East     Units Scale Factor Converg.
 LG1164;SPC NE       -    84,514.565   760,568.623   MT  0.99979573   +2 02 22.3
 LG1164;SPC NE       -   277,278.20  2,495,298.89   sFT  0.99979573   +2 02 22.3
 LG1164;UTM  14      - 4,491,183.659   675,911.221   MT  0.99998091   +1 21 03.9
 LG1164
 LG1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1164!SPC NE       -   0.99993526  x   0.99979573  =   0.99973100
 LG1164!UTM  14      -   0.99993526  x   0.99998091  =   0.99991617
 LG1164
 LG1164:                Primary Azimuth Mark                     Grid Az
 LG1164:SPC NE       -  TURKEY                                   258 00 58.2
 LG1164:UTM  14      -  TURKEY                                   258 42 16.6
 LG1164
 LG1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7591191183(NAD 83)
 LG1164
 LG1164|---------------------------------------------------------------------|
 LG1164| PID    Reference Object                     Distance      Geod. Az  |
 LG1164|                                                           dddmmss.s |
 LG1164| CL7520 SALINE AZ MK                                       0910050.4 |
 LG1164| CL7521 SALINE RM 1                          16.688 METERS 18435     |
 LG1164| LG0781 TURKEY                              APPROX. 7.3 KM 2600320.5 |
 LG1164| CL7522 SALINE RM 2                          14.756 METERS 27141     |
 LG1164|---------------------------------------------------------------------|
 LG1164
 LG1164                          SUPERSEDED SURVEY CONTROL
 LG1164
 LG1164  NAD 83(1986)-  40 33 09.89546(N)    096 55 20.63640(W) AD(       ) 2
 LG1164  NAD 27      -  40 33 09.88500(N)    096 55 19.52800(W) AD(       ) 2
 LG1164
 LG1164.Superseded values are not recommended for survey control.
 LG1164
 LG1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1164.See file dsdata.pdf to determine how the superseded data were derived.
 LG1164
 LG1164_MARKER: DS = TRIANGULATION STATION DISK
 LG1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1164_STAMPING: SALINE 1947
 LG1164_MARK LOGO: CGS
 LG1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1164+STABILITY: SURFACE MOTION
 LG1164
 LG1164  HISTORY     - Date     Condition        Report By
 LG1164  HISTORY     - 1947     MONUMENTED       CGS
 LG1164  HISTORY     - 1960     GOOD             CGS
 LG1164  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 LG1164
 LG1164                          STATION DESCRIPTION
 LG1164
 LG1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1164'THE STATION IS LOCATED ABOUT 5.3 MILES NORTH-NORTHEAST OF WILBER,
 LG1164'ABOUT 6 MILES SOUTH-SOUTHWEST OF CRETE, 28 FEET NORTH OF THE
 LG1164'CENTER OF A GRAVELED ROAD, 27 FEET WEST OF THE CENTER OF A WIRE
 LG1164'GATE, 5 FEET SOUTHWEST OF A WITNESS POST, AND 3 FEET SOUTH OF THE
 LG1164'NORTH RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 LG1164'STAMPED SALINE 1947.
 LG1164'
 LG1164'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1164'ROAD AND 1.5 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 5 INCHES
 LG1164'AND IS STAMPED SALINE NO 1 1947.
 LG1164'
 LG1164'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF A GRAVELED
 LG1164'ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  IT PROJECTS 8 INCHES AND
 LG1164'IS STAMPED SALINE NO 2 1947.
 LG1164'
 LG1164'AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE CENTER OF A CROSSROAD, 3
 LG1164'FEET NORTHWEST OF A POWER LINE POLE, AND 2 FEET SOUTHEAST OF THE
 LG1164'NORTH END OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED SALINE
 LG1164'1947.
 LG1164'
 LG1164'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILBER, GO NORTH
 LG1164'ON STATE HIGHWAY NO. 82 FOR 5.1 MILES TO A SIDE ROAD RIGHT, TURN
 LG1164'RIGHT, EAST, AND CONTINUE ON GRAVELED ROAD FOR 2.05 MILE TO THE
 LG1164'TOP OF A RAISE AND THE STATION ON THE LEFT AS DESCRIBED.
 LG1164'
 LG1164'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 LG1164'ROAD FOR 0.55 MILE TO A CROSSROAD AND THE STATION AS DESCRIBED.
 LG1164'
 LG1164'A 74 FOOT SIGNAL AT TURKEY IS VISIBLE AT 4 FEET.
 LG1164'
 LG1164'A 74 FOOT SIGNAL AT SHESTAK IS VISIBLE AT 4 FEET.
 LG1164'
 LG1164'A 74 FOOT SIGNAL AT CRETE IS VISIBLE AT 4 FEET.
 LG1164'
 LG1164'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LG1164
 LG1164                          STATION RECOVERY (1960)
 LG1164
 LG1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DS)
 LG1164'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1164'
 LG1164'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 LG1164
 LG1164                          STATION RECOVERY (1981)
 LG1164
 LG1164'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1164'SALINE 1947 FOUND LAID OUT AND DESTROYED ALONG WITH REFERENCE MARKS
 LG1164'1 AND 2, AZI MARK NOT FOUND.
 LG1164'
 LG1164'DESCRIPTION ADEQUATE, ORIGINAL ROAD WIDENED BY GRADING.
 LG1164'
 LG1164'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MI N-NE OF WILBER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1044 ***********************************************************************
 LH1044  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 68
 LH1044  PID         -  LH1044
 LH1044  STATE/COUNTY-  NE/DAWSON
 LH1044  COUNTRY     -  US
 LH1044  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1044
 LH1044                         *CURRENT SURVEY CONTROL
 LH1044  ______________________________________________________________________
 LH1044* NAD 83(1995) POSITION- 40 49 01.01245(N) 099 44 55.45351(W)   ADJUSTED
 LH1044  ______________________________________________________________________
 LH1044  GEOID HEIGHT    -        -23.731 (meters)                     GEOID18
 LH1044  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LH1044  HORZ ORDER      -  THIRD
 LH1044
 LH1044.The horizontal coordinates were established by classical geodetic methods
 LH1044.and adjusted by the National Geodetic Survey in August 1997.
 LH1044
 LH1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1044.GEOID18 height accuracy estimate available here.
 LH1044
 LH1044.Click photographs - Photos may exist for this station.
 LH1044
 LH1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1044
 LH1044. The following values were computed from the NAD 83(1995) position.
 LH1044
 LH1044;                    North         East     Units Scale Factor Converg.
 LH1044;SPC NE       -   109,239.218   521,192.684   MT  0.99973034   +0 09 59.4
 LH1044;SPC NE       -   358,395.67  1,709,946.33   sFT  0.99973034   +0 09 59.4
 LH1044;UTM  14      - 4,518,706.556   436,855.908   MT  0.99964907   -0 29 21.9
 LH1044
 LH1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3685518706(NAD 83)
 LH1044
 LH1044                          SUPERSEDED SURVEY CONTROL
 LH1044
 LH1044  NAD 83(1986)-  40 49 01.01907(N)    099 44 55.45721(W) AD(       ) 3
 LH1044  NAD 27      -  40 49 00.99700(N)    099 44 54.06500(W) AD(       ) 3
 LH1044
 LH1044.Superseded values are not recommended for survey control.
 LH1044
 LH1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1044.See file dsdata.pdf to determine how the superseded data were derived.
 LH1044
 LH1044_MARKER: 22 = AIRWAY BEACON
 LH1044
 LH1044  HISTORY     - Date     Condition        Report By
 LH1044  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1044
 LH1044                          STATION DESCRIPTION
 LH1044
 LH1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1044'POINT OBSERVED UPON WAS THE LIGHT OF BEACON NO. 68 OF THE SALT
 LH1044'LAKE CITY-OMAHA AIRWAY, LOCATED 3 MILES NORTH OF LEXINGTON.
 LH1044'
 LH1044'STATION WAS OBSERVED FROM TRIANGULATION STATIONS PERRY, GOLD,
 LH1044'KEY, HARM AND LEXINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1087 ***********************************************************************
 LH1087  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 67
 LH1087  PID         -  LH1087
 LH1087  STATE/COUNTY-  NE/DAWSON
 LH1087  COUNTRY     -  US
 LH1087  USGS QUAD   -  COZAD NW (2017)
 LH1087
 LH1087                         *CURRENT SURVEY CONTROL
 LH1087  ______________________________________________________________________
 LH1087* NAD 83(1995) POSITION- 40 52 39.92504(N) 099 56 21.07626(W)   ADJUSTED
 LH1087  ______________________________________________________________________
 LH1087  GEOID HEIGHT    -        -23.411 (meters)                     GEOID18
 LH1087  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 LH1087  HORZ ORDER      -  THIRD
 LH1087
 LH1087.The horizontal coordinates were established by classical geodetic methods
 LH1087.and adjusted by the National Geodetic Survey in August 1997.
 LH1087
 LH1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1087.GEOID18 height accuracy estimate available here.
 LH1087
 LH1087.Click photographs - Photos may exist for this station.
 LH1087
 LH1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1087
 LH1087. The following values were computed from the NAD 83(1995) position.
 LH1087
 LH1087;                    North         East     Units Scale Factor Converg.
 LH1087;SPC NE       -   115,961.267   505,124.438   MT  0.99971825   +0 02 25.1
 LH1087;SPC NE       -   380,449.59  1,657,229.09   sFT  0.99971825   +0 02 25.1
 LH1087;UTM  14      - 4,525,611.547   420,866.595   MT  0.99967707   -0 36 52.9
 LH1087
 LH1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2086625611(NAD 83)
 LH1087
 LH1087                          SUPERSEDED SURVEY CONTROL
 LH1087
 LH1087  NAD 83(1986)-  40 52 39.93174(N)    099 56 21.08086(W) AD(       ) 3
 LH1087  NAD 27      -  40 52 39.90300(N)    099 56 19.65400(W) AD(       ) 3
 LH1087
 LH1087.Superseded values are not recommended for survey control.
 LH1087
 LH1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1087.See file dsdata.pdf to determine how the superseded data were derived.
 LH1087
 LH1087_MARKER: 22 = AIRWAY BEACON
 LH1087
 LH1087  HISTORY     - Date     Condition        Report By
 LH1087  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1087
 LH1087                          STATION DESCRIPTION
 LH1087
 LH1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1087'POINT OBSERVED UPON WAS THE LIGHT OF BEACON NO. 67 OF SALT LAKE
 LH1087'CITY-OMAHA AIRWAY, LOCATED 2 MILES EAST AND 1 MILE NORTH OF
 LH1087'COZAD.
 LH1087'
 LH1087'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MARY, MAY, PERRY,
 LH1087'GOLD, KEY, AND WILLOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0382 ***********************************************************************
 LJ0382  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 66
 LJ0382  PID         -  LJ0382
 LJ0382  STATE/COUNTY-  NE/DAWSON
 LJ0382  COUNTRY     -  US
 LJ0382  USGS QUAD   -  GOTHENBURG (2017)
 LJ0382
 LJ0382                         *CURRENT SURVEY CONTROL
 LJ0382  ______________________________________________________________________
 LJ0382* NAD 83(1995) POSITION- 40 55 19.00765(N) 100 09 27.35969(W)   ADJUSTED
 LJ0382  ______________________________________________________________________
 LJ0382  GEOID HEIGHT    -        -23.113 (meters)                     GEOID18
 LJ0382  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 LJ0382  HORZ ORDER      -  THIRD
 LJ0382
 LJ0382.The horizontal coordinates were established by classical geodetic methods
 LJ0382.and adjusted by the National Geodetic Survey in August 1997.
 LJ0382
 LJ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0382.GEOID18 height accuracy estimate available here.
 LJ0382
 LJ0382.Click photographs - Photos may exist for this station.
 LJ0382
 LJ0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0382
 LJ0382. The following values were computed from the NAD 83(1995) position.
 LJ0382
 LJ0382;                    North         East     Units Scale Factor Converg.
 LJ0382;SPC NE       -   120,877.501   486,728.527   MT  0.99971016   -0 06 16.0
 LJ0382;SPC NE       -   396,578.93  1,596,875.18   sFT  0.99971016   -0 06 16.0
 LJ0382;UTM  14      - 4,530,737.476   402,528.361   MT  0.99971693   -0 45 30.0
 LJ0382
 LJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0252830737(NAD 83)
 LJ0382
 LJ0382                          SUPERSEDED SURVEY CONTROL
 LJ0382
 LJ0382  NAD 83(1986)-  40 55 19.01367(N)    100 09 27.36461(W) AD(       ) 3
 LJ0382  NAD 27      -  40 55 18.98300(N)    100 09 25.91500(W) AD(       ) 3
 LJ0382
 LJ0382.Superseded values are not recommended for survey control.
 LJ0382
 LJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0382.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0382
 LJ0382_MARKER: 22 = AIRWAY BEACON
 LJ0382
 LJ0382  HISTORY     - Date     Condition        Report By
 LJ0382  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0382
 LJ0382                          STATION DESCRIPTION
 LJ0382
 LJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0382'POINT OBSERVED WAS THE LIGHT OF BEACON NO. 66 OF THE SALT LAKE
 LJ0382'CITY-OMAHA AIRWAY, LOCATED IN SOUTHEAST PART OF GOTHENBURG.
 LJ0382'
 LJ0382'STATION WAS OBSERVED FROM TRIANGULATION STATIONS KEY, GOLD,
 LJ0382'WILLOW, PERRY, MAY, HARM, AND MARY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0376 ***********************************************************************
 MM0376  DESIGNATION -  SALT LAKE CTY OMAHA AWY BCN 65
 MM0376  PID         -  MM0376
 MM0376  STATE/COUNTY-  NE/LINCOLN
 MM0376  COUNTRY     -  US
 MM0376  USGS QUAD   -  BRADY (2017)
 MM0376
 MM0376                         *CURRENT SURVEY CONTROL
 MM0376  ______________________________________________________________________
 MM0376* NAD 83(1995) POSITION- 41 01 40.29075(N) 100 21 36.33112(W)   ADJUSTED
 MM0376  ______________________________________________________________________
 MM0376  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 MM0376  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 MM0376  HORZ ORDER      -  THIRD
 MM0376
 MM0376.The horizontal coordinates were established by classical geodetic methods
 MM0376.and adjusted by the National Geodetic Survey in August 1997.
 MM0376
 MM0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0376.GEOID18 height accuracy estimate available here.
 MM0376
 MM0376.Click photographs - Photos may exist for this station.
 MM0376
 MM0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0376
 MM0376. The following values were computed from the NAD 83(1995) position.
 MM0376
 MM0376;                    North         East     Units Scale Factor Converg.
 MM0376;SPC NE       -   132,686.825   469,725.734   MT  0.99969317   -0 14 19.1
 MM0376;SPC NE       -   435,323.36  1,541,091.85   sFT  0.99969317   -0 14 19.1
 MM0376;UTM  14      - 4,542,740.555   385,660.851   MT  0.99976090   -0 53 34.4
 MM0376
 MM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8566042740(NAD 83)
 MM0376
 MM0376                          SUPERSEDED SURVEY CONTROL
 MM0376
 MM0376  NAD 83(1986)-  41 01 40.29670(N)    100 21 36.33719(W) AD(       ) 3
 MM0376  NAD 27      -  41 01 40.26800(N)    100 21 34.85900(W) AD(       ) 3
 MM0376
 MM0376.Superseded values are not recommended for survey control.
 MM0376
 MM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0376.See file dsdata.pdf to determine how the superseded data were derived.
 MM0376
 MM0376_MARKER: 22 = AIRWAY BEACON
 MM0376
 MM0376  HISTORY     - Date     Condition        Report By
 MM0376  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0376
 MM0376                          STATION DESCRIPTION
 MM0376
 MM0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0376'POINT OBSERVED UPON WAS THE LIGHT OF BEACON NO. 65, SALT LAKE
 MM0376'CITY-OMAHA AIRWAY, LOCATED 7 MILES NORTH AND 10 MILES WEST
 MM0376'OF GOTHENBURG.
 MM0376'
 MM0376'STATION WAS OBSERVED FROM TRIANGULATION STATIONS IVER, MAY,
 MM0376'HARM, AND GOLD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1140 ***********************************************************************
 LG1140  DESIGNATION -  SALTILLO EAST BASE
 LG1140  PID         -  LG1140
 LG1140  STATE/COUNTY-  NE/LANCASTER
 LG1140  COUNTRY     -  US
 LG1140  USGS QUAD   -  BENNET (2017)
 LG1140
 LG1140                         *CURRENT SURVEY CONTROL
 LG1140  ______________________________________________________________________
 LG1140* NAD 83(1995) POSITION- 40 41 50.62019(N) 096 37 26.13087(W)   ADJUSTED
 LG1140* NAVD 88 ORTHO HEIGHT -   430.89  (+/-2cm)     1413.7   (feet) VERTCON
 LG1140  ______________________________________________________________________
 LG1140  GEOID HEIGHT    -        -25.908 (meters)                     GEOID18
 LG1140  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 LG1140  HORZ ORDER      -  FIRST
 LG1140  VERT ORDER      -  THIRD ? (See Below)
 LG1140
 LG1140.The horizontal coordinates were established by classical geodetic methods
 LG1140.and adjusted by the National Geodetic Survey in August 1997.
 LG1140
 LG1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1140
 LG1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1140.GEOID18 height accuracy estimate available here.
 LG1140
 LG1140.The vertical order pertains to the NGVD 29 superseded value.
 LG1140
 LG1140.Click photographs - Photos may exist for this station.
 LG1140
 LG1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1140
 LG1140. The following values were computed from the NAD 83(1995) position.
 LG1140
 LG1140;                    North         East     Units Scale Factor Converg.
 LG1140;SPC NE       -   101,504.542   785,200.056   MT  0.99975734   +2 14 14.3
 LG1140;SPC NE       -   333,019.48  2,576,110.52   sFT  0.99975734   +2 14 14.3
 LG1140;UTM  14      - 4,507,880.997   700,751.384   MT  1.00009608   +1 32 59.5
 LG1140
 LG1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1140!SPC NE       -   0.99993648  x   0.99975734  =   0.99969383
 LG1140!UTM  14      -   0.99993648  x   1.00009608  =   1.00003255
 LG1140
 LG1140:                Primary Azimuth Mark                     Grid Az
 LG1140:SPC NE       -  SALTILLO EAST BASE AZ MK RESET           265 44 10.4
 LG1140:UTM  14      -  SALTILLO EAST BASE AZ MK RESET           266 25 25.2
 LG1140
 LG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0075107880(NAD 83)
 LG1140
 LG1140|---------------------------------------------------------------------|
 LG1140| PID    Reference Object                     Distance      Geod. Az  |
 LG1140|                                                           dddmmss.s |
 LG1140| CL7524 SALTILLO EAST BASE RM 1              20.726 METERS 00909     |
 LG1140| CL7525 SALTILLO EAST BASE RM 2              21.610 METERS 09042     |
 LG1140| CL7526 SALTILLO EAST BASE AZ MK RESET                     2675824.7 |
 LG1140| CL7523 SALTILLO EAST BASE AZ MK                           2682658.1 |
 LG1140|---------------------------------------------------------------------|
 LG1140
 LG1140                          SUPERSEDED SURVEY CONTROL
 LG1140
 LG1140  NAD 83(1986)-  40 41 50.62836(N)    096 37 26.13093(W) AD(       ) 1
 LG1140  NAD 27      -  40 41 50.62900(N)    096 37 25.07600(W) AD(       ) 1
 LG1140  NGVD 29             430.78   (m)         1413.3    (f) LEVELING    3  
 LG1140
 LG1140.Superseded values are not recommended for survey control.
 LG1140
 LG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1140.See file dsdata.pdf to determine how the superseded data were derived.
 LG1140
 LG1140_MARKER: DS = TRIANGULATION STATION DISK
 LG1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1140_STAMPING: SALTILLO EAST BASE 1947
 LG1140_MARK LOGO: CGS
 LG1140_PROJECTION: FLUSH
 LG1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1140+STABILITY: SURFACE MOTION
 LG1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1140+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1982
 LG1140
 LG1140  HISTORY     - Date     Condition        Report By
 LG1140  HISTORY     - 1947     MONUMENTED       CGS
 LG1140  HISTORY     - 1947     GOOD             CGS
 LG1140  HISTORY     - 1953     GOOD             CGS
 LG1140  HISTORY     - 1976     GOOD             NGS
 LG1140  HISTORY     - 19820825 GOOD             NGS
 LG1140
 LG1140                          STATION DESCRIPTION
 LG1140
 LG1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1140'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 4.5 MILES EAST
 LG1140'OF THE POST OFFICE IN LINCOLN, ON LAND OWNED BY MR. W.W. BURR,
 LG1140'DEAN OF UNIVERSITY OF NEBRASKA, AND OCCUPIED BY MR. HARRY
 LG1140'BIRKETT.  IT IS 35 FEET NORTH OF THE CENTER OF EAST-WEST ROAD,
 LG1140'38 FEET EAST OF THE CENTER OF THE WEST DRIVEWAY, 88 FEET WEST OF
 LG1140'THE CENTER OF THE EAST DRIVEWAY AND 90 FEET SOUTHEAST OF THE
 LG1140'SOUTHEAST CORNER OF THE FARM HOUSE.  IT IS STAMPED SALTILLO
 LG1140'EAST BASE 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1140'
 LG1140'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 21 FEET SOUTH OF THE
 LG1140'CENTER OF EAST-WEST DRIVEWAY AROUND FARM YARD AND 6 FEET
 LG1140'WEST-SOUTHWEST OF LIGHT POLE.  IT IS STAMPED SALTILLO EAST BASE
 LG1140'NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1140'
 LG1140'REFERENCE MARK NO 2 IS EAST OF THE STATION, 33 FEET NORTH OF THE
 LG1140'CENTER OF EAST-WEST ROAD AND 18 FEET WEST OF THE CENTER OF THE
 LG1140'EAST DRIVEWAY.  IT IS STAMPED SALTILLO EAST BASE NO 2 1947 AND SET
 LG1140'FLUSH WITH THE GROUND SURFACE.
 LG1140'
 LG1140'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 25 FEET
 LG1140'SOUTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET EAST OF WHITE
 LG1140'WITNESS POST, 1 FOOT NORTH OF EAST-WEST FENCE LINE AND ABOUT
 LG1140'0.05 MILE NORTHWEST OF SMALL WHITE SCHOOL HOUSE.  IT IS STAMPED
 LG1140'SALTILLO EAST BASE 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG1140'STATION, GO WEST ON ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT
 LG1140'AS DESCRIBED.
 LG1140'
 LG1140'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 LG1140'ON U.S. HIGHWAY 77 FOR 8.2 MILES TO CROSSROADS AT TURNPIKE NIGHT
 LG1140'CLUB, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 4.2 MILES TO FARM
 LG1140'HOUSE ON LEFT AT TOP OF RIDGE AND STATION AS DESCRIBED.
 LG1140'
 LG1140'A 47 FOOT SIGNAL AT STATION SALTILLO WEST BASE IS VISIBLE AT
 LG1140'50 FEET.
 LG1140'
 LG1140'A 74 FOOT SIGNAL AT STATION PEN IS VISIBLE AT 50 FEET.
 LG1140'
 LG1140'A 74 FOOT SIGNAL AT STATION CHENEY IS VISIBLE AT 12 FEET.
 LG1140'
 LG1140'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1140
 LG1140                          STATION RECOVERY (1947)
 LG1140
 LG1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1140'RECOVERED IN GOOD CONDITION.
 LG1140
 LG1140                          STATION RECOVERY (1953)
 LG1140
 LG1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG1140'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 LG1140'DESCRIBED.  THE AZIMUTH MARK WAS RESET AS REQUESTED BY MR. R.J.
 LG1140'WITTMAN, LANCASTER COUNTY ROAD SUPT. NEW ROAD CONSTRUCTION WILL
 LG1140'DESTROY THE OLD AZIMUTH MARK.
 LG1140'
 LG1140'THE AZIMUTH MARK (RESET) IS 0.3 MILE WEST OF THE STATION, ABOUT
 LG1140'100 YARDS WEST OF A T-ROAD INTERSECTION, ABOUT 50 YARDS
 LG1140'NORTHWEST OF A SCHOOLHOUSE IN THE NORTHWEST CORNER OF THE
 LG1140'SCHOOLYARD, 34 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT
 LG1140'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 LG1140'AND THE DISK IS STAMPED SALTILLO EAST BASE 1947 RESET 1953.
 LG1140
 LG1140                          STATION RECOVERY (1976)
 LG1140
 LG1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1140'NOTE--A 3/4 INCH REBAR, 3 FEET IN LENGHT WAS DRIVEN INTO THE
 LG1140'GROUND BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1140'
 LG1140'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 LG1140'MARK 1953 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 LG1140'AND DIRECTIONS TO THE MARKS WERE NOT CHECKED THIS DATE.  THE LINE
 LG1140'OF SIGHT TO THE AZIMUTH MARK FROM THE STATION IS OBSTRUCTED BY PINE
 LG1140'TREE BRANCHES THIS DATE.  FOLLOWING IS A NEW DESCRIPTION FOR THE
 LG1140'MARKS--
 LG1140'
 LG1140'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 4.5 MILES EAST OF
 LG1140'LINCOLN, IN A FARM YARD OWNED BY MRS. MARTHA BIRKETT, RT 8, LINCOLN,
 LG1140'NEBRASKA 68506.
 LG1140'
 LG1140'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND STATE
 LG1140'HIGHWAY 2 AT THE SOUTH EDGE OF LINCOLN, GO SOUTH ON HIGHWAY 77 FOR
 LG1140'5.6 MILES TO A CROSSROAD, (SALTILLO ROAD), TURN LEFT AND GO EAST ON A
 LG1140'SURFACED ROAD FOR 3.95 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 LG1140'CONTINUE EAST ON THE SURFACED ROAD FOR 0.05 MILE TO A SIDE ROAD
 LG1140'RIGHT, CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO TOP OF
 LG1140'HILL, A FARMYARD DRIVEWAY AND THE STATION ON THE LEFT.
 LG1140'
 LG1140'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SALTILLO EAST
 LG1140'BASE 1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 1 INCH
 LG1140'BELOW THE GROUND SURFACE.  IT IS 127 FEET SOUTHWEST OF THE
 LG1140'SOUTHWEST CORNER OF A LARGE STOCK BARN, 91 FEET WEST OF THE CENTER
 LG1140'OF THE EAST DRIVEWAY, 72 FEET SOUTH-SOUTHWEST OF A POWER POLE IN
 LG1140'CENTER OF YARD, 36 FEET EAST OF THE CENTER OF THE WEST DRIVEWAY, 33
 LG1140'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.6 FEET EAST OF A
 LG1140'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED
 LG1140'THIS DATE.
 LG1140'
 LG1140'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALTILLO EAST BASE NO 1
 LG1140'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 2 INCHES
 LG1140'BELOW THE GROUND SURFACE.  IT IS 104 FEET EAST-SOUTHEAST OF THE
 LG1140'SOUTHEAST CORNER OF THE HOUSE, 83 FEET WEST-SOUTHWEST OF THE
 LG1140'SOUTHWEST CORNER OF THE BARN, 41.5 FEET EAST OF THE CENTER OF THE
 LG1140'WEST DRIVEWAY AND 6 FEET WEST OF THE POWER POLE IN CENTER OF THE
 LG1140'YARD.
 LG1140'
 LG1140'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SALTILLO EAST BASE NO 2
 LG1140'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LG1140'THE GROUND SURFACE.  IT IS 92 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LG1140'CORNER OF THE BARN, 55 FEET EAST OF THE POWER POLE WITH
 LG1140'TRANSFORMER, 31 FEET SOUTH OF THE CENTER OF THE ROAD AND 20 FEET
 LG1140'WEST OF THE OF THE EAST DRIVEWAY.
 LG1140'
 LG1140'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALTILLO EAST BASE 1947
 LG1140'RESET 1953, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LG1140'GROUND.  IT IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET EAST
 LG1140'OF A CORNER FENCE POST AND 1.6 FEET WEST OF A METAL WITNESS POST, AND
 LG1140'ABOUT 5 FEET LOWER THAN THE ROAD.
 LG1140'
 LG1140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES S AND
 LG1140'4-1/2 MILES E OF LINCOLN.
 LG1140
 LG1140                          STATION RECOVERY (1982)
 LG1140
 LG1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1155 ***********************************************************************
 LG1155  DESIGNATION -  SALTILLO WEST BASE
 LG1155  PID         -  LG1155
 LG1155  STATE/COUNTY-  NE/LANCASTER
 LG1155  COUNTRY     -  US
 LG1155  USGS QUAD   -  ROCA (2017)
 LG1155
 LG1155                         *CURRENT SURVEY CONTROL
 LG1155  ______________________________________________________________________
 LG1155* NAD 83(1995) POSITION- 40 41 49.86216(N) 096 42 59.96201(W)   ADJUSTED
 LG1155* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) SCALED
 LG1155  ______________________________________________________________________
 LG1155  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 LG1155  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 LG1155  HORZ ORDER      -  FIRST
 LG1155
 LG1155.The horizontal coordinates were established by classical geodetic methods
 LG1155.and adjusted by the National Geodetic Survey in August 1997.
 LG1155
 LG1155.The orthometric height was scaled from a topographic map.
 LG1155
 LG1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1155.GEOID18 height accuracy estimate available here.
 LG1155
 LG1155.Click photographs - Photos may exist for this station.
 LG1155
 LG1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1155
 LG1155. The following values were computed from the NAD 83(1995) position.
 LG1155
 LG1155;                    North         East     Units Scale Factor Converg.
 LG1155;SPC NE       -   101,179.490   777,371.154   MT  0.99975739   +2 10 33.1
 LG1155;SPC NE       -   331,953.04  2,550,425.19   sFT  0.99975739   +2 10 33.1
 LG1155;UTM  14      - 4,507,649.762   692,916.644   MT  1.00005811   +1 29 21.6
 LG1155
 LG1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1155!SPC NE       -   0.99994194  x   0.99975739  =   0.99969934
 LG1155!UTM  14      -   0.99994194  x   1.00005811  =   1.00000005
 LG1155
 LG1155:                Primary Azimuth Mark                     Grid Az
 LG1155:SPC NE       -  MP 55 7                                  348 33 01.6
 LG1155:UTM  14      -  MP 55 7                                  349 14 13.1
 LG1155
 LG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9291607649(NAD 83)
 LG1155
 LG1155|---------------------------------------------------------------------|
 LG1155| PID    Reference Object                     Distance      Geod. Az  |
 LG1155|                                                           dddmmss.s |
 LG1155| CL7529 SALTILLO WEST BASE RM 3              16.578 METERS 00351     |
 LG1155| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.12.4 KM 0063728.5 |
 LG1155| LG1114 LINCOLN SAFETY PATROL RAD MAST      APPROX. 7.1 KM 0092202.3 |
 LG1155| CL7527 SALTILLO WEST BASE RM 1              10.982 METERS 05438     |
 LG1155| CL7530 SALTILLO WEST BASE RM 4              37.814 METERS 06642     |
 LG1155| LG1156 JAMMAICA CHURCH SPIRE               APPROX. 2.2 KM 0883920.8 |
 LG1155| LG1158 SALTILLO WEST BASE AZ MK            APPROX. 1.4 KM 2714502.5 |
 LG1155| CL7528 SALTILLO WEST BASE RM 2              18.611 METERS 33412     |
 LG1155| LG1157 MP 55 7                             APPROX. 2.0 KM 3504334.7 |
 LG1155| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 8.6 KM 3515335.5 |
 LG1155|---------------------------------------------------------------------|
 LG1155
 LG1155                          SUPERSEDED SURVEY CONTROL
 LG1155
 LG1155  NAD 83(1986)-  40 41 49.87020(N)    096 42 59.96253(W) AD(       ) 1
 LG1155  NAD 27      -  40 41 49.86500(N)    096 42 58.89600(W) AD(       ) 1
 LG1155
 LG1155.Superseded values are not recommended for survey control.
 LG1155
 LG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1155.See file dsdata.pdf to determine how the superseded data were derived.
 LG1155
 LG1155_MARKER: DS = TRIANGULATION STATION DISK
 LG1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1155_STAMPING: SALTILLO WEST BASE 1947
 LG1155_MARK LOGO: CGS
 LG1155_PROJECTION: FLUSH
 LG1155_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1155+STABILITY: SURFACE MOTION
 LG1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1155+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1996
 LG1155
 LG1155  HISTORY     - Date     Condition        Report By
 LG1155  HISTORY     - 1947     MONUMENTED       CGS
 LG1155  HISTORY     - 1959     GOOD             CGS
 LG1155  HISTORY     - 1976     GOOD             NEDR
 LG1155  HISTORY     - 1976     GOOD             NGS
 LG1155  HISTORY     - 1981     GOOD             LOCENG
 LG1155  HISTORY     - 19960909 GOOD             NGS
 LG1155
 LG1155                          STATION DESCRIPTION
 LG1155
 LG1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1155'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LINCOLN, 0.8 MILE
 LG1155'WEST OF U.S. HIGHWAY NO. 77, 86 FEET SOUTH OF THE CENTER OF A
 LG1155'GRAVELED ROAD, 28 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LG1155'A BARN, AND 21 FEET NORTH OF THE CENTER OF A WINDMILL AND
 LG1155'WELLPUMP.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG1155'SALTILLO WEST BASE 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1155'ROAD, 30 FEET SOUTH OF A FENCE CORNER, 27 FEET NORTH-NORTHWEST OF
 LG1155'THE NORTHWEST CORNER OF A FARM HOUSE, AND 1 FOOT EAST OF A WIRE
 LG1155'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED SALTILLO WEST BASE
 LG1155'NO 1 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1155'ROAD, 13.3 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 2 FEET
 LG1155'SOUTH OF AN EAST-WEST FENCE LINE, AND 1.5 FEET SOUTHWEST OF A
 LG1155'WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED SALTILLO WEST
 LG1155'BASE NO 2 1947.
 LG1155'
 LG1155'AZIMUTH MARK IS ON THE EAST SLOPE OF A NORTH-SOUTH RIDGE, 35 FEET
 LG1155'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET EAST OF A WITNESS
 LG1155'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 LG1155'4 INCHES AND IS STAMPED SALTILLO WEST BASE 1947.
 LG1155'
 LG1155'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 LG1155'ON U.S. HIGHWAY NO. 77 FOR 8.2 MILES TO A CROSSROAD, JUST SOUTH
 LG1155'OF TURNPIKE NIGHT CLUB, TURN RIGHT, WEST, ON GRAVELED ROAD AND
 LG1155'GO 0.8 MILE TO A FARM HOUSE AND STATION ON THE LEFT AS DESCRIBED.
 LG1155'
 LG1155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 LG1155'ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1155'
 LG1155'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 4 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT CHENEY IS VISIBLE AT 24 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT SALTILLO EAST BASE IS VISIBLE AT 15 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 37 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT JAMAICA IS VISIBLE AT 24 FEET.
 LG1155'
 LG1155'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1155
 LG1155                          STATION RECOVERY (1959)
 LG1155
 LG1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1155'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LINCOLN, 0.8 MILE
 LG1155'WEST OF U.S. HIGHWAY NO. 77, 86 FEET SOUTH OF A GRAVELED ROAD,
 LG1155'28 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, AND 18
 LG1155'FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A SQUARE PUMP
 LG1155'HOUSE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED SALTILLO
 LG1155'WEST BASE 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE CENTER OF A
 LG1155'GRAVELED ROAD, 27 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF
 LG1155'A FARM HOUSE, AND 3 FEET EAST OF A LOW STONE RETAINING WALL.  IT
 LG1155'IS SET FLUSH WITH THE GROUND AND IS STAMPED SALTILLO WEST BASE
 LG1155'NO. 1 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF A
 LG1155'GRAVELED ROAD, 13.3 FEET NORTH OF THE NORTHEAST CORNER OF A
 LG1155'BARN, AND 45 FEET WEST OF THE CENTER OF THE DRIVEWAY TO A FARM
 LG1155'HOUSE, AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS 5
 LG1155'INCHES AND IS STAMPED SALTILLO WEST BASE NO. 2 1947.
 LG1155'
 LG1155'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 LG1155
 LG1155                          STATION RECOVERY (1976)
 LG1155
 LG1155'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 LG1155'REFER TO QUAD 400964 PAGE 1036 STATION REF 3 REF 4 AND AZIMUTH FOUND
 LG1155'IN GOOD CONDITION.
 LG1155'
 LG1155'NEAREST TOWN--LINCOLN.
 LG1155
 LG1155                          STATION RECOVERY (1976)
 LG1155
 LG1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1155'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG1155'GOOD CONDITION.  REFERENCE MARK 1 CONCRETE MONUMENT WAS FOUND LYING
 LG1155'IN A ROAD DITCH AND REFERENCE MARK 2 WAS NOT FOUND.  REFERENCE
 LG1155'MARKS 3 AND 4 WERE ESTABLISHED THIS DATE AND A POLARIS OBSERVATION
 LG1155'WAS MADE THE 9/21/76.  DUE TO AREA CHANGES A NEW COMPLETE
 LG1155'DESCRIPTION FOLLOWS--
 LG1155'
 LG1155'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF LINCOLN AND 0.6 MILE
 LG1155'WEST OF US HIGHWAY 77, IN THE YARD OF PROPERTY OWNED BY MR. AND
 LG1155'MRS. DON TUTTLETON, RT. 1, BOX 52 ROCA, NEBRASKA, 68430.
 LG1155'
 LG1155'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND STATE
 LG1155'HIGHWAY 2 AT THE SOUTH EDGE OF LINCOLN, GO SOUTH ON HIGHWAY 77 FOR
 LG1155'5.6 MILES TO A CROSSROAD, (SALTILLO ROAD).  TURN RIGHT AND GO WEST
 LG1155'ON THE GRAVELED ROAD FOR 0.6 MILE TO TOP OF HILL, A HOUSE AND
 LG1155'STATION ON THE LEFT.
 LG1155'
 LG1155'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SALTILLO WEST
 LG1155'BASE 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 LG1155'2 INCHES BELOW THE GROUND SURFACE.  IT IS 82.8 FEET WEST-NORTHWEST
 LG1155'OF THE NORTHEAST CORNER OF THE HOUSE, 71 FEET SOUTHWEST OF A POWER
 LG1155'POLE WITH TRANSFORMER AND 51.5 FEET NORTHWEST OF THE NORTHWEST
 LG1155'CORNER OF THE HOUSE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1155'
 LG1155'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1155'SALTILLO WEST BASE 1947 NO 3 1976, AND SET FLUSH WITH THE GROUND
 LG1155'SURFACE.  IT IS 100.6 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LG1155'OF THE HOUSE, 34 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LG1155'8.4 FEET NORTHEAST OF A SMALL PINE TREE.
 LG1155'
 LG1155'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1155'SALTILLO WEST BASE 1947 NO 4 1976, AND SET FLUSH WITH THE GROUND
 LG1155'SURFACE.  IT IS 88.4 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 LG1155'OF THE HOUSE, 68.5 FEET EAST OF THE POWER POLE WITH TRANSFORMER, 56
 LG1155'FEET WEST OF A GRAVELED ROAD LEADING SOUTH, 40 FEET SOUTH OF THE
 LG1155'CENTER OF THE GRAVELED ROAD AND 33.8 FEET NORTHEAST OF AN 18-INCH
 LG1155'MAPLE TREE.
 LG1155'
 LG1155'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALTILLO WEST BASE 1947,
 LG1155'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LG1155'INCHES ABOVE THE GROUND SURFACE.  THE AZIMUTH MARK IS 33 FEET NORTH
 LG1155'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH OF A METAL
 LG1155'WITNESS POST AND IN AN EAST-WEST FENCELINE.
 LG1155'
 LG1155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 LG1155'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AND ON THE EAST
 LG1155'SLOPE OF THE HILL.
 LG1155'
 LG1155'MP 55-7 IS A STANDARD NEBRASKA DEPARTMENT OF ROADS DISK, STAMPED MP
 LG1155'55-7, SET IN THE TOP OF AN 8 INCH ROUND CONCRETE POST THAT IS FLUSH
 LG1155'WITH THE GROUND SURFACE.  IT IS 42 FEET NORTH-NORTHWEST OF A NORTH
 LG1155'END GATE POST, 30.6 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1155'GRAVELED ROAD, 14.7 FEET SOUTH-SOUTHWEST OF A NAIL IN THE SOUTHWEST
 LG1155'POLE OF DOUBLE POLES, 4.3 FEET WEST OF A FENCE AND 3.3 FEET WEST
 LG1155'OF A METAL WITNESS POST.
 LG1155'
 LG1155'TO REACH MP 55-7 FROM THE STATION, GO WEST ON THE GRAVELED ROAD
 LG1155'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON A
 LG1155'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE NORTH ON THE
 LG1155'GRAVELED ROAD FOR 0.2 MILE TO TOP OF HILL AND MP 55-7 ON THE
 LG1155'RIGHT.
 LG1155'
 LG1155'NOTE--OBTAIN PERMISSION FROM PROPERTY OWNERS TO USE THIS STATION AND
 LG1155'DO NOT DRIVE VEHICLE IN THE YARD.
 LG1155'
 LG1155'A 3/4 INCH RE-BAR, 3 FOOT LONG WAS DRIVEN INTO THE GROUND BESIDE THE
 LG1155'STATION MARK.
 LG1155'
 LG1155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.0 MILES
 LG1155'SOUTH OF LINCOLN.
 LG1155
 LG1155                          STATION RECOVERY (1981)
 LG1155
 LG1155'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1155'SALTILLO WEST BASE 1947 RECOVERED (GOOD).  (STATION MARK)
 LG1155'
 LG1155'SALTILLO WEST BASE 1947 (AZI) FOUND LOOSE BELIEVED TO BE CRACKED
 LG1155'UNDER SURFACE.
 LG1155'
 LG1155'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI S. OF LINCOLN.
 LG1155
 LG1155                          STATION RECOVERY (1996)
 LG1155
 LG1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LG1155'THE STATION WAS VISITED AND IS IN GOOD CONDITION.  REFERENCE MARKS 3
 LG1155'AND 4 AND THE AZIMUTH MARK WERE DESTROYED ON THIS DATE BY ROAD
 LG1155'CONSTRUCTION.  A MARK KNOWN AS MP 55-7 THAT HAD BEEN USED AS AN
 LG1155'ADITIONAL AZIMUTH OBJECT WAS FOUND DESTROYED.  DUE TO TREE GROWTH AND
 LG1155'BUILDINGS, THERE IS LIMITED GROUND VISIBILTY FROM THE STATION. DISTANT
 LG1155'LANDMARKS WILL SERVE AS AZIMUTH OBJECTS.  NO NEW MARKS WERE
 LG1155'ESTABLISHED.  IT WAS NOTED THERE IS A CHANGE OF PROPERTY OWNERSHIP AND
 LG1155'THE MARK IS NOW SITUATED UNDER A RAISED FLOWER/SHRUBBERY BED. THE
 LG1155'CURRENT PROPERTY OWNER IS LOREN SAATHOFF, RTE 1, BOX 52, ROCA,
 LG1155'NEBRASKA, 68430.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0774 ***********************************************************************
 NN0774  DESIGNATION -  SALZMAN RESET
 NN0774  PID         -  NN0774
 NN0774  STATE/COUNTY-  NE/BROWN
 NN0774  COUNTRY     -  US
 NN0774  USGS QUAD   -  LOST LAKE RANCH (2017)
 NN0774
 NN0774                         *CURRENT SURVEY CONTROL
 NN0774  ______________________________________________________________________
 NN0774* NAD 83(1995) POSITION- 42 27 34.32586(N) 099 53 25.13636(W)   ADJUSTED
 NN0774* NAVD 88 ORTHO HEIGHT -   815.    (meters)     2674.    (feet) SCALED
 NN0774  ______________________________________________________________________
 NN0774  GEOID HEIGHT    -        -22.424 (meters)                     GEOID18
 NN0774  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 NN0774  HORZ ORDER      -  SECOND
 NN0774
 NN0774.The horizontal coordinates were established by classical geodetic methods
 NN0774.and adjusted by the National Geodetic Survey in August 1997.
 NN0774
 NN0774.The orthometric height was scaled from a topographic map.
 NN0774
 NN0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0774.GEOID18 height accuracy estimate available here.
 NN0774
 NN0774.Click photographs - Photos may exist for this station.
 NN0774
 NN0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0774
 NN0774. The following values were computed from the NAD 83(1995) position.
 NN0774
 NN0774;                    North         East     Units Scale Factor Converg.
 NN0774;SPC NE       -   291,594.605   509,019.924   MT  0.99979726   +0 04 21.7
 NN0774;SPC NE       -   956,673.30  1,670,009.53   sFT  0.99979726   +0 04 21.7
 NN0774;UTM  14      - 4,701,183.867   426,798.789   MT  0.99966593   -0 36 03.8
 NN0774
 NN0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0774!SPC NE       -   0.99987567  x   0.99979726  =   0.99967295
 NN0774!UTM  14      -   0.99987567  x   0.99966593  =   0.99954164
 NN0774
 NN0774:                Primary Azimuth Mark                     Grid Az
 NN0774:SPC NE       -  SALZMAN AZ MK RESET                      127 54 41.8
 NN0774:UTM  14      -  SALZMAN AZ MK RESET                      128 35 07.3
 NN0774
 NN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2679801183(NAD 83)
 NN0774
 NN0774|---------------------------------------------------------------------|
 NN0774| PID    Reference Object                     Distance      Geod. Az  |
 NN0774|                                                           dddmmss.s |
 NN0774| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.10.2 KM 0111033.5 |
 NN0774| CO4445 SALZMAN RM 1                         18.812 METERS 05131     |
 NN0774| CO4443 SALZMAN AZ MK                                      1275912.1 |
 NN0774| CO4444 SALZMAN AZ MK RESET                                1275903.5 |
 NN0774| CO4446 SALZMAN RM 2                         22.396 METERS 15120     |
 NN0774|---------------------------------------------------------------------|
 NN0774
 NN0774                          SUPERSEDED SURVEY CONTROL
 NN0774
 NN0774  NAD 83(1986)-  42 27 34.33122(N)    099 53 25.14798(W) AD(       ) 2
 NN0774  NAD 27      -  42 27 34.33200(N)    099 53 23.70100(W) AD(       ) 2
 NN0774
 NN0774.Superseded values are not recommended for survey control.
 NN0774
 NN0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0774.See file dsdata.pdf to determine how the superseded data were derived.
 NN0774
 NN0774_MARKER: DS = TRIANGULATION STATION DISK
 NN0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0774_STAMPING: SALZMAN 1949 1972
 NN0774_MARK LOGO: CGS
 NN0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0774+STABILITY: SURFACE MOTION
 NN0774
 NN0774  HISTORY     - Date     Condition        Report By
 NN0774  HISTORY     - 1949     MONUMENTED       CGS
 NN0774  HISTORY     - 1957     GOOD             CGS
 NN0774  HISTORY     - 1967     SEE DESCRIPTION  USAF
 NN0774  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NN0774
 NN0774                          STATION DESCRIPTION
 NN0774
 NN0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0774'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH AND 2.0 MILES
 NN0774'WEST OF AINSWORTH, ON TOP OF THE HIGHEST SAND HILL IN THE
 NN0774'VICINITY.  IT IS ABOUT 150.0 FEET EAST OF A FENCE AND 5.0 FEET
 NN0774'SOUTH-SOUTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 NN0774'STAMPED SALZMAN 1949.
 NN0774'
 NN0774'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0774'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 6
 NN0774'INCHES AND IS STAMPED SALZMAN NO 1 1949.
 NN0774'
 NN0774'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0774'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 6
 NN0774'INCHES AND IS STAMPED SALZMAN NO 2 1949.
 NN0774'
 NN0774'THE AZIMUTH MARK IS 60.5 FEET NORTHEAST OF THE CENTER OF A
 NN0774'CROSSROAD, 40.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 7,
 NN0774'31.5 FEET NORTH OF A FENCE CORNER, AND 22.0 FEET NORTH-NORTHEAST
 NN0774'OF A TELEPHONE POLE, AND 2.6 FEET NORTH OF A WITNESS POST, AND
 NN0774'0.8 OF A FOOT WEST OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 NN0774'STAMPED SALZMAN 1949.
 NN0774'
 NN0774'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0774'GO SOUTH ON STATE ROUTE NO. 7 FOR 6.25 MILES TO A WIRE GATE
 NN0774'ON THE RIGHT AT THE TOP OF A LARGE HILL, TURN RIGHT THROUGH WIRE
 NN0774'GATE AND GO WESTERLY ACROSS A PASTURE FOR 1.1 MILES TO THE
 NN0774'HIGHEST POINT OF A LARGE SAND HILL AND THE STATION AS DESCRIBED.
 NN0774'
 NN0774'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ACROSS A
 NN0774'PASTURE FOR 1.1 MILES TO A WIRE GATE, PASS THROUGH WIRE GATE
 NN0774'AND TURN RIGHT AND GO SOUTH ON STATE ROUTE NO. 7 FOR 1.0 MILE
 NN0774'TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NN0774'
 NN0774'A 4 FOOT SIGNAL AT STATION LONG PINE IS VISIBLE AT 4 FEET.
 NN0774'
 NN0774'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET.
 NN0774'
 NN0774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0774
 NN0774                          STATION RECOVERY (1957)
 NN0774
 NN0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 NN0774'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NN0774'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 7
 NN0774'WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED ON LINE AWAY FROM
 NN0774'THE STATION A DISTANCE OF 32 FEET.  THE 1949 DESCRIPTION BY
 NN0774'R.L.E. IS ADEQUATE.  A SHORT DESCRIPTION FOR THE AZIMUTH MARK
 NN0774'FOLLOWS.
 NN0774'
 NN0774'AZIMUTH MARK (RESET) IS 1.5 MILES SOUTHEAST OF THE STATION, 60
 NN0774'FEET EAST OF THE CENTER OF STATE HIGHWAY 7, 39 FEET NORTH OF A
 NN0774'SECTION-LINE ROAD, 6 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 NN0774'WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NN0774'STAMPED SALZMAN 1949 RESET 1957.
 NN0774'
 NN0774'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN AINSWORTH,
 NN0774'GO SOUTH ON STATE HIGHWAY 7 FOR 7.0 MILES TO CROSSROADS AND THE
 NN0774'AZIMUTH MARK.
 NN0774
 NN0774                          STATION RECOVERY (1967)
 NN0774
 NN0774'RECOVERY NOTE BY US AIR FORCE 1967
 NN0774'STATION WAS FOUND LAYING ON ITS SIDE IN A SAUCER-SHAPED HOLE
 NN0774'ABOUT 12 FEET IN DIAMETER.  IT WAS ASSUMED THIS CAUSED BY
 NN0774'EROSION.  BOTH REFERENCE MARKS IN GOOD CONDITION.  ROUTE
 NN0774'DESCRIPTION IS ADEQUATE.
 NN0774
 NN0774                          STATION RECOVERY (1972)
 NN0774
 NN0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NN0774'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK
 NN0774'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 NN0774'STATION MARK WAS BLOWN OUT OF THE GROUND AND TIPPED OVER.  THE
 NN0774'AZIMUTH MARK WAS PROJECTING 3 FEET ABOVE THE GROUND SURFACE.  THE
 NN0774'STATION MARKS AND THE AZIMUTH MARK WERE LOWERED THIS DATE.  THE
 NN0774'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARE
 NN0774'FAVORABLY WITH THE 1949 DATA.  THE DIRECTION TO THE AZIMUTH MARK
 NN0774'MISSES THE 1949 DIRECTION 11.0 SECONDS.  FOLLOWING ARE
 NN0774'ADDITIONAL NOTES FOR THE STATION MARK AND THE AZIMUTH MARK
 NN0774'AND A NEW DESCRIPTION FOR A ROUTE TO REACH THE STATION.
 NN0774'
 NN0774'THE STATION MARK IS IN A SAUCER-SHAPED HOLE, ABOUT 12 FEET IN
 NN0774'DIAMETER, ON TOP OF THE HIGHEST SAND HILL IN THE VICINITY.
 NN0774'
 NN0774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALZMAN 1949 RESET
 NN0774'1957 1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NN0774'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 14.5
 NN0774'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 9 FEET NORTHWEST
 NN0774'OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 NN0774'
 NN0774'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH, GO
 NN0774'SOUTH ON STATE HIGHWAY 7 FOR 6.25 MILES TO A GATE AND A RADIO
 NN0774'MAST ON THE RIGHT AT THE TOP OF A HILL.  CONTINUE SOUTH ON
 NN0774'HIGHWAY 7 FOR 0.35 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS
 NN0774'THROUGH THE GATE AND GO WESTERLY ACROSS PASTURE FOR 1.1 MILES
 NN0774'TO THE TOP OF THE HIGHEST HILL AND THE STATION.  FROM THE GATE
 NN0774'MENTIONED ABOVE AT ENTRANCE INTO PASTURE,.  CONTINUE SOUTH ON
 NN0774'HIGHWAY 7 FOR 0.4 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN
 NN0774'THE NORTHEAST ANGLE.
 NN0774'
 NN0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 NN0774'SOUTH AND 2 MILES WEST OF AINSWORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0678 ***********************************************************************
 NN0678  DESIGNATION -  SAND
 NN0678  PID         -  NN0678
 NN0678  STATE/COUNTY-  NE/HOLT
 NN0678  COUNTRY     -  US
 NN0678  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0678
 NN0678                         *CURRENT SURVEY CONTROL
 NN0678  ______________________________________________________________________
 NN0678* NAD 83(1995) POSITION- 42 14 01.85361(N) 098 39 29.00476(W)   ADJUSTED
 NN0678* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 NN0678  ______________________________________________________________________
 NN0678  GEOID HEIGHT    -        -24.061 (meters)                     GEOID18
 NN0678  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 NN0678  HORZ ORDER      -  SECOND
 NN0678
 NN0678.The horizontal coordinates were established by classical geodetic methods
 NN0678.and adjusted by the National Geodetic Survey in August 1997.
 NN0678
 NN0678.The orthometric height was scaled from a topographic map.
 NN0678
 NN0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0678.GEOID18 height accuracy estimate available here.
 NN0678
 NN0678.Click photographs - Photos may exist for this station.
 NN0678
 NN0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0678
 NN0678. The following values were computed from the NAD 83(1995) position.
 NN0678
 NN0678;                    North         East     Units Scale Factor Converg.
 NN0678;SPC NE       -   267,384.864   610,739.687   MT  0.99973929   +0 53 21.5
 NN0678;SPC NE       -   877,245.17  2,003,735.12   sFT  0.99973929   +0 53 21.5
 NN0678;UTM  14      - 4,675,797.248   528,215.012   MT  0.99960979   +0 13 47.4
 NN0678
 NN0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0678!SPC NE       -   0.99990290  x   0.99973929  =   0.99964222
 NN0678!UTM  14      -   0.99990290  x   0.99960979  =   0.99951273
 NN0678
 NN0678:                Primary Azimuth Mark                     Grid Az
 NN0678:SPC NE       -  SAND AZ MK                               122 00 05.1
 NN0678:UTM  14      -  SAND AZ MK                               122 39 39.2
 NN0678
 NN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2821575797(NAD 83)
 NN0678
 NN0678|---------------------------------------------------------------------|
 NN0678| PID    Reference Object                     Distance      Geod. Az  |
 NN0678|                                                           dddmmss.s |
 NN0678| CO4453 SAND AZ MK                                         1225326.6 |
 NN0678| CO4454 SAND RM 1                             8.900 METERS 17413     |
 NN0678| CO4455 SAND RM 2                             7.397 METERS 26337     |
 NN0678|---------------------------------------------------------------------|
 NN0678
 NN0678                          SUPERSEDED SURVEY CONTROL
 NN0678
 NN0678  NAD 83(1986)-  42 14 01.85798(N)    098 39 29.01152(W) AD(       ) 2
 NN0678  NAD 27      -  42 14 01.84000(N)    098 39 27.70000(W) AD(       ) 2
 NN0678
 NN0678.Superseded values are not recommended for survey control.
 NN0678
 NN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0678.See file dsdata.pdf to determine how the superseded data were derived.
 NN0678
 NN0678_MARKER: DS = TRIANGULATION STATION DISK
 NN0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0678_STAMPING: SAND 1949
 NN0678_MARK LOGO: CGS
 NN0678_PROJECTION: FLUSH
 NN0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0678+STABILITY: SURFACE MOTION
 NN0678
 NN0678  HISTORY     - Date     Condition        Report By
 NN0678  HISTORY     - 1949     MONUMENTED       CGS
 NN0678  HISTORY     - 1974     GOOD             USGS
 NN0678  HISTORY     - 1975     GOOD             NGS
 NN0678
 NN0678                          STATION DESCRIPTION
 NN0678
 NN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0678'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH OF O NEIL, 5.0
 NN0678'MILES NORTHEAST OF CHAMBERS AND 0.45 MILE WEST OF U.S. HIGHWAY
 NN0678'281 ON THE RIGHT-OF-WAY OF AN ABANDONED SECTION LINE ROAD.
 NN0678'IT IS ON THE HIGHEST POINT OF HILL, 45 FEET NORTH OF EAST-WEST
 NN0678'FENCE LINE AND 13 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS
 NN0678'STAMPED SAND 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0678'
 NN0678'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ON THE SOUTH
 NN0678'SLOPE OF THE HILL ABOUT 3 FEET LOWER THAN THE STATION AND 15 FEET
 NN0678'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED SAND NO 1 1949 AND
 NN0678'SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0678'
 NN0678'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 12 FEET SOUTH OF
 NN0678'EAST-WEST FENCE LINE AND 46 FEET NORTH OF EAST-WEST FENCE LINE.
 NN0678'IT IS STAMPED SAND NO 2 1949 AND SET FLUSH WITH THE SURFACE
 NN0678'OF THE GROUND.
 NN0678'
 NN0678'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 36.5 FEET
 NN0678'WEST OF THE CENTER OF U.S. HIGHWAY 281, 1 FOOT NORTH OF WITNESS
 NN0678'POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NN0678'SAND 1949 AND PROJECTS 5 INCHES.
 NN0678'
 NN0678'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO EAST
 NN0678'ON STATE HIGHWAY 95 FOR 5.0 MILES TO THE JUNCTION WITH U.S.
 NN0678'HIGHWAY 281, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 281 FOR
 NN0678'1.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 NN0678'NORTH ON U.S. HIGHWAY 281 FOR 0.2 MILE TO CROSSROADS, TURN
 NN0678'LEFT AND GO WEST ON ABANDONED ROAD FOR 0.05 MILE TO WIRE GATE
 NN0678'ON LEFT AND WIRE GATE STRAIGHT AHEAD, GO THROUGH GATE STRAIGHT
 NN0678'AHEAD AND GO WEST UP OLD ROAD FOR 0.4 MILE TO HIGHEST POINT
 NN0678'OF HILL AND STATION AS DESCRIBED.
 NN0678'
 NN0678'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 4 FEET.
 NN0678'
 NN0678'A 47 FOOT SIGNAL AT STATION MC CLURL 1900 IS VISIBLE AT 4
 NN0678'FEET.
 NN0678'
 NN0678'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0678'
 NN0678'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0678
 NN0678                          STATION RECOVERY (1974)
 NN0678
 NN0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NN0678'STATION SURFACE MARK AND AZIMUTH MARK ARE OK.
 NN0678'
 NN0678'R.M. 1 AND R.M. 2 WERE NOT RECOVERED.
 NN0678
 NN0678                          STATION RECOVERY (1975)
 NN0678
 NN0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0678'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NN0678'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 NN0678'ARE ADDITIONAL NOTES FOR EAISER RECOVERY OF THE MARKS AND A
 NN0678'DESCRIPTION OF A NEW ROUTE TO REACH THE STATION.
 NN0678'
 NN0678'THE STATION MARK IS FLUSH WITH THE GROUND IN A SMALL BLOW OUT
 NN0678'ON THE TOP OF A HIGH SAND RIDGE.  IT IS 3 FEET WEST OF A METAL
 NN0678'WITNESS POST.
 NN0678'
 NN0678'REFERENCE MARK 1 IS ON THE SOUTH SLOPE OF THE RIDGE, 6 INCHES
 NN0678'BELOW THE GROUND SURFACE AND 1 FOOT WEST OF A METAL WITNESS
 NN0678'POST.
 NN0678'
 NN0678'REFERENCE MARK 2 IS ON TOP OF THE SAND RIDGE, ABOUT 2 FEET
 NN0678'LOWER THAT THE STATION, 12 INCHES BELOW THE GROUND SURFACE
 NN0678'AND 1 FOOT EAST OF A METAL WITNESS POST.
 NN0678'
 NN0678'THE AZIMUTH MARK IS 85 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NN0678'281, 32 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL
 NN0678'WITNESS POST AND IN A NORTH-SOUTH FENCELINE.
 NN0678'
 NN0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0678'AND STATE HIGHWAY 95, ABOUT 5.0 MILES EAST OF CHAMBERS, GO
 NN0678'NORTH ON HIGHWAY 281 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 NN0678'LEFT.  CONTINUE NORTH ON HIGHWAY 281 FOR 0.2 MILE TO AN ABANDONED
 NN0678'COUNTY ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON OLD ROAD
 NN0678'FOR 0.3 MILE TO A CORNER FENCE POST ON THE LEFT.  TURN LEFT
 NN0678'AND GO SOUTH ALONG FENCE FOR 0.1 MILE TO A CORNER FENCE POST.
 NN0678'TURN RIGHT AND GO WEST FOR 0.1 MILE, THEN TURN RIGHT, LEAVE
 NN0678'FENCELINE AND GO NORTH FOR 0.1 MILE TO BASE OF SAND RIDGE
 NN0678'AND THE STATION ON TOP OF RIDGE.  A 4-WHEEL DRIVE VEHICLE
 NN0678'IS RECOMMENDED TO TRAVEL TO THIS STATION.
 NN0678'
 NN0678'THIS STATION WAS NOT OCCUPIED THIS DATE FOR DIRECTION OBSERVATIONS.
 NN0678'
 NN0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0
 NN0678'MILES NORTHEAST OF CHAMBERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0400 ***********************************************************************
 NO0400  DESIGNATION -  SAND
 NO0400  PID         -  NO0400
 NO0400  STATE/COUNTY-  NE/CHERRY
 NO0400  COUNTRY     -  US
 NO0400  USGS QUAD   -  SPARKS (2017)
 NO0400
 NO0400                         *CURRENT SURVEY CONTROL
 NO0400  ______________________________________________________________________
 NO0400* NAD 83(1995) POSITION- 42 59 45.75954(N) 100 15 07.17932(W)   ADJUSTED
 NO0400* NAVD 88 ORTHO HEIGHT -   752.33  (+/-2cm)     2468.3   (feet) VERTCON
 NO0400  ______________________________________________________________________
 NO0400  GEOID HEIGHT    -        -23.030 (meters)                     GEOID18
 NO0400  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 NO0400  HORZ ORDER      -  SECOND
 NO0400  VERT ORDER      -  THIRD ? (See Below)
 NO0400
 NO0400.The horizontal coordinates were established by classical geodetic methods
 NO0400.and adjusted by the National Geodetic Survey in August 1997.
 NO0400
 NO0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0400
 NO0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0400.GEOID18 height accuracy estimate available here.
 NO0400
 NO0400.The vertical order pertains to the NGVD 29 superseded value.
 NO0400
 NO0400.Click photographs - Photos may exist for this station.
 NO0400
 NO0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0400
 NO0400. The following values were computed from the NAD 83(1995) position.
 NO0400
 NO0400;                    North         East     Units Scale Factor Converg.
 NO0400;SPC NE       -   351,211.740   479,450.893   MT  0.99999819   -0 10 01.2
 NO0400;SPC NE       - 1,152,267.18  1,572,998.47   sFT  0.99999819   -0 10 01.2
 NO0400;SPC SD S     -    73,624.953   606,632.662   MT  0.99996545   +0 03 22.0
 NO0400;SPC SD S     -   241,551.20  1,990,260.66   sFT  0.99996545   +0 03 22.0
 NO0400;UTM  14      - 4,761,135.976   397,944.883   MT  0.99972813   -0 51 13.9
 NO0400
 NO0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0400!SPC NE       -   0.99988564  x   0.99999819  =   0.99988383
 NO0400!SPC SD S     -   0.99988564  x   0.99996545  =   0.99985110
 NO0400!UTM  14      -   0.99988564  x   0.99972813  =   0.99961380
 NO0400
 NO0400:                Primary Azimuth Mark                     Grid Az
 NO0400:SPC NE       -  SAND AZ MK                               304 28 45.7
 NO0400:SPC SD S     -  SAND AZ MK                               304 15 22.5
 NO0400:UTM  14      -  SAND AZ MK                               305 09 58.4
 NO0400
 NO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9794461135(NAD 83)
 NO0400
 NO0400|---------------------------------------------------------------------|
 NO0400| PID    Reference Object                     Distance      Geod. Az  |
 NO0400|                                                           dddmmss.s |
 NO0400| CO4451 SAND RM 1                            96.165 METERS 16550     |
 NO0400| CO4452 SAND RM 2                           112.319 METERS 21903     |
 NO0400| CO4450 SAND AZ MK                                         3041844.5 |
 NO0400|---------------------------------------------------------------------|
 NO0400
 NO0400                          SUPERSEDED SURVEY CONTROL
 NO0400
 NO0400  NAD 83(1986)-  42 59 45.76306(N)    100 15 07.19276(W) AD(       ) 2
 NO0400  NAD 27      -  42 59 45.74000(N)    100 15 05.73400(W) AD(       ) 2
 NO0400  NGVD 29             752.01   (m)         2467.2    (f) LEVELING    3  
 NO0400
 NO0400.Superseded values are not recommended for survey control.
 NO0400
 NO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0400.See file dsdata.pdf to determine how the superseded data were derived.
 NO0400
 NO0400_MARKER: DS = TRIANGULATION STATION DISK
 NO0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0400_STAMPING: SAND 1936
 NO0400_MARK LOGO: CGS
 NO0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0400+STABILITY: SURFACE MOTION
 NO0400
 NO0400  HISTORY     - Date     Condition        Report By
 NO0400  HISTORY     - 1936     MONUMENTED       CGS
 NO0400
 NO0400                          STATION DESCRIPTION
 NO0400
 NO0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0400'STATION IS ABOUT 17 MILES AIRLINE NORTHEAST OF VALENTINE,
 NO0400'NEBR., ABOUT 47 MILES BY ROAD SOUTHEAST OF MISSION, S.DAK.,
 NO0400'AT HIGHEST POINT OF HILL IN PASTURE LAND, 0.15 MILE SOUTH OF
 NO0400'THE NEBRASKA-SOUTH DAKOTA STATE LINE, 1-1/4 MILES EAST OF
 NO0400'WHITE HOUSE AND RED BARNS, WHICH ARE AT EAST SIDE OF NORTH-SOUTH
 NO0400'DIRT ROAD, 0.15 MILE SOUTHEAST OF GROVE OF TREES.  THE MARK
 NO0400'PROJECTS 8 INCHES.
 NO0400'
 NO0400'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION.  THE
 NO0400'MARK PROJECTS 4 INCHES.
 NO0400'
 NO0400'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  THE MARK PROJECTS
 NO0400'4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 NO0400'31.02 FEET.
 NO0400'
 NO0400'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 16 FEET NORTH
 NO0400'OF CENTERLINE OF FARM ROAD WHERE ROAD TURNS EAST THROUGH GATE,
 NO0400'12 FEET NORTH OF GATEPOST, 1 FOOT EAST OF FENCE LINE.  THE
 NO0400'MARK PROJECTS 6 INCHES.
 NO0400'
 NO0400'TO REACH THE STATION FROM VALENTINE, GO NORTH FROM JUNCTION
 NO0400'OF U.S. HIGHWAY 183 AND STATE HIGHWAY 7 FOR 0.1 MILE.  TURN
 NO0400'EAST ON STATE 7 AND FOLLOW IT NORTH AND EAST FOR 17.6 MILES
 NO0400'TO CROSSROADS, THENCE NORTH (LEFT) ON DIRT ROAD FOR 3.1 MILES
 NO0400'TO CROSSROADS AND WHITE SCHOOLHOUSE IN SOUTHEAST ANGLE, THENCE
 NO0400'EAST 1.55 MILES TO CROSSROADS.  TURN NORTH AND GO 0.65 MILE
 NO0400'TO WHITE HOUSE AND RED BARNS ON EAST SIDE OF ROAD, TURN EAST
 NO0400'INTO FARM LANE AND PASS THROUGH BARN LOT AND FOLLOW FARM ROAD
 NO0400'EAST FOR 1.1 MILE TO GATE.  PASS THROUGH GATE AND TURN NORTH
 NO0400'ON LANE 0.1 MILE TO GATE IN NORTH-SOUTH FENCE LINE, THENCE
 NO0400'EAST 0.2 MILE TO WEST SIDE OF GROVE OF TREES.  LEAVE ROAD
 NO0400'AND GO SOUTH 0.15 MILE TO TOP OF HILL AND STATION.
 NO0400'
 NO0400'SIGNALS SHOWN FROM THE GROUND AT BARNETT AND CLEARFIELD ARE
 NO0400'VISIBLE FROM THE GROUND.
 NO0400'
 NO0400'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0400'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1964 ***********************************************************************
 MK1964  DESIGNATION -  SAND
 MK1964  PID         -  MK1964
 MK1964  STATE/COUNTY-  NE/BURT
 MK1964  COUNTRY     -  US
 MK1964  USGS QUAD   -  TEKAMAH NW (2017)
 MK1964
 MK1964                         *CURRENT SURVEY CONTROL
 MK1964  ______________________________________________________________________
 MK1964* NAD 83(1995) POSITION- 41 56 34.55105(N) 096 14 30.05252(W)   ADJUSTED
 MK1964* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 MK1964  ______________________________________________________________________
 MK1964  GEOID HEIGHT    -        -26.718 (meters)                     GEOID18
 MK1964  LAPLACE CORR    -        -10.44  (seconds)                    DEFLEC18
 MK1964  HORZ ORDER      -  FIRST
 MK1964
 MK1964.The horizontal coordinates were established by classical geodetic methods
 MK1964.and adjusted by the National Geodetic Survey in August 1997.
 MK1964
 MK1964.The orthometric height was scaled from a topographic map.
 MK1964
 MK1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1964.GEOID18 height accuracy estimate available here.
 MK1964
 MK1964.Click photographs - Photos may exist for this station.
 MK1964
 MK1964.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1964
 MK1964. The following values were computed from the NAD 83(1995) position.
 MK1964
 MK1964;                    North         East     Units Scale Factor Converg.
 MK1964;SPC NE       -   240,991.758   811,462.175   MT  0.99968764   +2 29 26.3
 MK1964;SPC NE       -   790,653.79  2,662,272.15   sFT  0.99968764   +2 29 26.3
 MK1964;UTM  14      - 4,647,120.145   728,650.957   MT  1.00024337   +1 50 39.9
 MK1964
 MK1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1964!SPC NE       -   0.99993971  x   0.99968764  =   0.99962737
 MK1964!UTM  14      -   0.99993971  x   1.00024337  =   1.00018306
 MK1964
 MK1964:                Primary Azimuth Mark                     Grid Az
 MK1964:SPC NE       -  SAND AZ MK                               141 51 52.3
 MK1964:UTM  14      -  SAND AZ MK                               142 30 38.7
 MK1964
 MK1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2865047120(NAD 83)
 MK1964
 MK1964|---------------------------------------------------------------------|
 MK1964| PID    Reference Object                     Distance      Geod. Az  |
 MK1964|                                                           dddmmss.s |
 MK1964| CL7532 SAND RM 1                            26.944 METERS 02243     |
 MK1964| NM1662 ONAWA MUNICIPAL TANK                APPROX.15.4 KM 0521018.8 |
 MK1964| CL7531 SAND AZ MK                                         1442118.6 |
 MK1964| CL7533 SAND RM 2                            28.010 METERS 15813     |
 MK1964| MK1965 SANDIG                               23.565 METERS 33617     |
 MK1964|---------------------------------------------------------------------|
 MK1964
 MK1964                          SUPERSEDED SURVEY CONTROL
 MK1964
 MK1964  NAD 83(1986)-  41 56 34.55391(N)    096 14 30.05011(W) AD(       ) 1
 MK1964  NAD 27      -  41 56 34.60600(N)    096 14 28.97200(W) AD(       ) 1
 MK1964
 MK1964.Superseded values are not recommended for survey control.
 MK1964
 MK1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1964.See file dsdata.pdf to determine how the superseded data were derived.
 MK1964
 MK1964_MARKER: DS = TRIANGULATION STATION DISK
 MK1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1964_STAMPING: SAND 1934
 MK1964_MARK LOGO: CGS
 MK1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1964+STABILITY: SURFACE MOTION
 MK1964
 MK1964  HISTORY     - Date     Condition        Report By
 MK1964  HISTORY     - 1934     MONUMENTED       CGS
 MK1964  HISTORY     - 1948     GOOD             CGS
 MK1964  HISTORY     - 1974     GOOD             LOCSUR
 MK1964
 MK1964                          STATION DESCRIPTION
 MK1964
 MK1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1964'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DECATUR, NEBRASKA,
 MK1964'NEAR THE CENTER OF THE NORTHWEST QUARTER OF SEC. 25, T. 23 N.,
 MK1964'R. 10 E., ON LAND OWNED AND OCCUPIED BY LAYTON ROGERS WHO
 MK1964'LIVES ABOUT ONE-QUARTER MILE SOUTH OF STATION.  STATION IS
 MK1964'ON BRUSH-COVERED KNOLL WHICH HAS HEAVY TIMBER AROUND ITS EDGES,
 MK1964'43 FEET SOUTHEAST OF TRIANGLE BLAZE ON LONE OAK TREE (14
 MK1964'INCHES IN DIAMETER) AND 35 FEET WEST OF NORTH-AND-SOUTH WIRE
 MK1964'FENCE.
 MK1964'
 MK1964'REACHED FROM TEKAMAH BY GOING NORTH ON U.S. HIGHWAY 73 E
 MK1964'11 MILES TO CROSSROADS AT TWO CULVERTS CROSSING HIGHWAY
 MK1964'75E AND A SMALL SQUARE FRAME FARMHOUSE WEST OF ROAD, LEAVE
 MK1964'HIGHWAY 73E, TURN LEFT AND GO WEST ON DIRT ROAD 0.7 MILE,
 MK1964'TURN RIGHT (NORTH) GO ABOUT 100 YARDS TO THE ROGER HOUSE.  FROM
 MK1964'HERE GO NORTH AND NORTHWEST ON UNIMPROVED ROAD UP VALLEY IN
 MK1964'PASTURE 0.2 MILE, THEN TAKE RIGHT FORK AND GO NORTH ON DIM
 MK1964'ROAD KEEPING TO THE NORTH SIDE OF THE BOTTOM OF THE VALLEY,
 MK1964'0.2 MILE TO TOP OF RIDGE, GO SOUTHEAST ALONG TOP OF RIDGE 0.1
 MK1964'MILE TO HIGHEST POINT AND STATION.  TO REACH FROM DECATUR,
 MK1964'GO SOUTH ON U.S. HIGHWAY 73E FOR 4.8 MILES TO CROSSROADS AT
 MK1964'THE TWO CULVERTS MENTIONED ABOVE, AND CONTINUE TO STATION
 MK1964'AS DIRECTED.
 MK1964'
 MK1964'REFERENCE MARK NO. 1 IS 26.938 METERS (88.38 FEET)
 MK1964'NORTHEAST OF STATION, ON NORTH-AND-SOUTH FENCE LINE AND
 MK1964'PROJECTS APPROXIMATELY 4 INCHES ABOVE SURFACE OF GROUND.
 MK1964'
 MK1964'REFERENCE MARK NO. 2 IS 28.010 METERS (91.90 FEET)
 MK1964'SOUTH-SOUTHEAST OF STATION, ON NORTH-AND-SOUTH FENCE LINE,
 MK1964'AND PROJECTS APPROXIMATELY 4 INCHES ABOVE SURFACE OF GROUND.
 MK1964'
 MK1964'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH-SOUTHEAST
 MK1964'OF STATION AT FOOT OF LARGE HILL THAT EXTENDS EAST AND WEST.
 MK1964'REACHED FROM STATION BY GOING TO U.S. HIGHWAY 73E AT
 MK1964'CROSSROADS AT TWO CULVERTS, FROM HERE GO SOUTH ON HIGHWAY 73E
 MK1964'FOR 0.4 MILE TO FARMHOUSE ON RIGHT (END OF TRUCK TRAVEL).
 MK1964'FROM FARMHOUSE GO WEST-SOUTHWEST 0.2 MILE TO NORTH-AND-SOUTH
 MK1964'WIRE FENCE LINE, WHICH IS A DIVIDING PROPERTY LINE WITH
 MK1964'PASTURES ON BOTH SIDES.  MARK IS 180 FEET SOUTH OF
 MK1964'INTERSECTION OF NORTH-AND-SOUTH AND EAST-AND-WEST WIRE FENCES,
 MK1964'AND 3 FEET WEST OF NORTH-AND-SOUTH WIRE FENCE.  MARK
 MK1964'PROJECTS, APPROXIMATELY 5 INCHES ABOVE SURFACE OF GROUND.
 MK1964'
 MK1964'A TRAVERSE CONNECTION WAS MADE TO SANDIG (MO. R.C.) ALSO THE
 MK1964'DIRECTION WAS OBSERVED.  DISTANCE MEASURED 23.563 METERS (77.31
 MK1964'FEET).
 MK1964'
 MK1964'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MK1964
 MK1964                          STATION RECOVERY (1948)
 MK1964
 MK1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1964'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 MK1964'GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 MK1964'AZIMUTH MARK IS NOW IN A FIELD AND NO FENCES ARE NEAR.
 MK1964'
 MK1964'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF DECATUR,
 MK1964'ON THE SUMMIT OF A BRUSH COVERED KNOLL WHICH HAS TIMBER ON ITS
 MK1964'SIDES.  IT IS ABOUT 0.25 MILE NORTH OF A FARM HOUSE, 43 FEET
 MK1964'SOUTHEAST OF A LONE OAK TREE WITH A TRIANGLE BLAZE AND 35
 MK1964'FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND
 MK1964'THE DISK IS STAMPED SAND 1934.
 MK1964'
 MK1964'REFERENCE MARK NO. 1 IS 88.40 FEET NORTHEAST OF THE STATION
 MK1964'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 MK1964'AND THE DISK IS STAMPED SAND NO 1 1934.
 MK1964'
 MK1964'REFERENCE MARK NO. 2 IS 91.90 FEET SOUTH-SOUTHEAST OF THE
 MK1964'STATION AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 MK1964'6 INCHES AND THE DISK IS STAMPED SAND NO 2 1934.
 MK1964'
 MK1964'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH-SOUTHEAST OF THE STATION,
 MK1964'IN THE CENTER OF A FIELD, 180 PACES NORTH OF A T FENCE CORNER
 MK1964'AND 75 PACES SOUTH OF A LARGE TREE.  THE MARK PROJECTS 4
 MK1964'INCHES AND THE DISK IS STAMPED SAND AZI 1934.
 MK1964'
 MK1964'SANDIG (MORC) A TRAVERSE CONNECTION WAS MADE FROM STATION SAND
 MK1964'1934.  IT IS 77.32 FEET NORTHWEST OF THE STATION.  THE MARK IS
 MK1964'A 4 INCH IRON PIPE PROJECTING ABOUT 6 INCHES.
 MK1964'
 MK1964'TO REACH FROM THE COURT HOUSE IN TEKAMAH, GO NORTH ON U.S.
 MK1964'HIGHWAY 73E FOR 9.5 MILES TO THE RIVERSIDE BAPTIST CHURCH
 MK1964'ON THE LEFT, CONTINUE ON NORTH FOR 1.55 MILES TO A NARROW
 MK1964'DIRT ROAD LEFT, TURN LEFT ON DIRT ROAD FOR 0.8 MILE TO END
 MK1964'OF ROAD IN FARM YARD, PASS BETWEEN HOUSE AND BARN, THROUGH
 MK1964'GATE JUST NORTH OF BARN, THENCE BEAR LEFT (NORTHWESTERLY)
 MK1964'UP VALLEY FOR 0.2 MILE TO FORKS IN VALLEY, TURN RIGHT UP
 MK1964'RIGHT FORK FOR 0.2 MILE TO TOP OF RIDGE, TURN RIGHT
 MK1964'(SOUTHEAST) ALONG TOP OF RIDGE FOR ABOUT 0.1 MILE TO THE
 MK1964'STATION.
 MK1964'
 MK1964'TO REACH THE AZIMUTH FROM THE STATION, GO BACK TO U.S. HIGHWAY
 MK1964'73E, TURN RIGHT FOR 4.0 MILE, TURN RIGHT FOR 0.1 MILE TO FARM
 MK1964'HOME.  HERE WALK WEST 270 PACES FROM THE HOUSE TO A POINT
 MK1964'IN LINE WITH A LARGE TREE TO THE NORTH AND A FENCE CROSSING
 MK1964'RIDGE TO THE SOUTH, THENCE SOUTH FOR 61 PACES TO THE MARK.
 MK1964'
 MK1964'A 100 FOOT SIGNAL AT AWANA ECC 1934 IS VISIBLE AT 50 FEET.
 MK1964'
 MK1964'A 100 FOOT SIGNAL AT QUINN IS VISIBLE AT 37 FEET.
 MK1964'
 MK1964'A 100 FOOT SIGNAL AT BURG AND BLENCOE IS VISIBLE FROM THE GROUND.
 MK1964'
 MK1964'A 4 FOOT SIGNAL AT 380 (MORC), TEK 1934 AND SEA 1934 IS
 MK1964'VISIBLE FROM THE GROUND.
 MK1964'
 MK1964'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MK1964
 MK1964                          STATION RECOVERY (1974)
 MK1964
 MK1964'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JCL)
 MK1964'STATION RECOVERED BY--CIVIL ENGR-AND--LAND SURVEYORS.
 MK1964'
 MK1964'GOOD
 MK1964'
 MK1964'11.5 MI FROM T.E.C. C.H.
 MK1964'
 MK1964'FROM DEC. P.O. 5.1 MI ON 73 .3 WEST TO A GATE BELOW POWER LINES
 MK1964'TO NORTH FOLLOW POWER LINES FOR .4 TO A GATE .1 TO TRIPLE P. POLE
 MK1964'THEN THRU NEXT GATE N. TO NEXT P. POLE WHICH IS 5TH SET OF POLES
 MK1964'FROM RD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1208 ***********************************************************************
 LH1208  DESIGNATION -  SAND CREEK
 LH1208  PID         -  LH1208
 LH1208  STATE/COUNTY-  NE/ADAMS
 LH1208  COUNTRY     -  US
 LH1208  USGS QUAD   -  HOLSTEIN (2017)
 LH1208
 LH1208                         *CURRENT SURVEY CONTROL
 LH1208  ______________________________________________________________________
 LH1208* NAD 83(1995) POSITION- 40 26 33.23289(N) 098 42 55.07275(W)   ADJUSTED
 LH1208* NAVD 88 ORTHO HEIGHT -   632.7   (meters)     2076.    (feet) VERTCON
 LH1208  ______________________________________________________________________
 LH1208  GEOID HEIGHT    -        -25.335 (meters)                     GEOID18
 LH1208  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LH1208  HORZ ORDER      -  FIRST
 LH1208
 LH1208.The horizontal coordinates were established by classical geodetic methods
 LH1208.and adjusted by the National Geodetic Survey in August 1997.
 LH1208
 LH1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1208
 LH1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1208.GEOID18 height accuracy estimate available here.
 LH1208
 LH1208.Click photographs - Photos may exist for this station.
 LH1208
 LH1208.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1208
 LH1208. The following values were computed from the NAD 83(1995) position.
 LH1208
 LH1208;                    North         East     Units Scale Factor Converg.
 LH1208;SPC NE       -    68,453.311   608,971.508   MT  0.99982918   +0 51 04.9
 LH1208;SPC NE       -   224,583.90  1,997,934.02   sFT  0.99982918   +0 51 04.9
 LH1208;UTM  14      - 4,476,918.366   524,144.477   MT  0.99960718   +0 11 04.9
 LH1208
 LH1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1208!SPC NE       -   0.99990472  x   0.99982918  =   0.99973392
 LH1208!UTM  14      -   0.99990472  x   0.99960718  =   0.99951194
 LH1208
 LH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2414476918(NAD 83)
 LH1208
 LH1208                          SUPERSEDED SURVEY CONTROL
 LH1208
 LH1208  NAD 83(1986)-  40 26 33.23967(N)    098 42 55.07272(W) AD(       ) 1
 LH1208  NAD 27      -  40 26 33.18600(N)    098 42 53.81600(W) AD(       ) 1
 LH1208  USSD        -  40 26 33.23200(N)    098 42 53.81200(W) AD(       ) 3
 LH1208  NGVD 29 (07/19/86)  632.5    (m)         2075.     (f) VERT ANG       
 LH1208
 LH1208.Superseded values are not recommended for survey control.
 LH1208
 LH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1208.See file dsdata.pdf to determine how the superseded data were derived.
 LH1208
 LH1208_MARKER: V = STONE MONUMENT
 LH1208_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1208
 LH1208  HISTORY     - Date     Condition        Report By
 LH1208  HISTORY     - 1898     MONUMENTED       CGS
 LH1208  HISTORY     - 1934     SEE DESCRIPTION  NEGS
 LH1208  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1208  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LH1208
 LH1208                          STATION DESCRIPTION
 LH1208
 LH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1208'THIS STATION IS NEAR THE NORTHEAST CORNER OF THE SW. 1/4 SEC.
 LH1208'36, T. 6 N., R. 12 W., ON THE SUMMIT OF A PROMINENT RANGE OF
 LH1208'SAND HILLS SITUATED ABOUT 1.5 MILES SOUTH AND 3 MILES WEST OF THE
 LH1208'TOWN OF HOLSTEIN.  THE AZIMUTH TO BURKHOLDERS WINDMILL IS
 LH1208'26 DEG 42 MIN TO THE CUPOLA OF THE SCHOOLHOUSE AT HOLSTEIN
 LH1208'IS 245 DEG 36 MIN 44 SEC.  SURFACE MARK IS A HARD SANDSTONE
 LH1208'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS
 LH1208'TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES
 LH1208'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1208'UNDERGROUND MARK IS A STONE MILK CROCK BURIED BOTTOM UPWARD
 LH1208'ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH SMALL DRILL HOLE.
 LH1208
 LH1208                          STATION RECOVERY (1934)
 LH1208
 LH1208'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1208'STATION WAS SEARCHED AND EASILY FOUND WITH THE AID OF THE OWNER OF
 LH1208'THE LAND, BUT DUE TO THE EFFECTS OF WIND CORROSION UPON THE
 LH1208'SANDY SOIL, OVER A PERIOD OF YEARS, STATION AND SURFACE MARKS
 LH1208'HAVE BEEN ENTIRELY UNEARTHED AND ARE NOWHERE TO BE FOUND.
 LH1208'MR. FAIR, THE OWNER OF THE LAND, SAID THE OBSERVATION TOWER STOOD
 LH1208'UNTIL ABOUT TWENTY-FIVE YEARS AGO.  THE CATTLE WOULD CONGREGATE
 LH1208'AROUND THIS TOWER AND THEIR HOOFS CUT UP THE SURFACE OF THE
 LH1208'SOIL.  AFTER THE TOWER WAS BLOWN DOWN, THE SOIL GRADUALLY BLEW
 LH1208'OUT UNTIL THERE IS NOW A BLOW-HOLE 40 FEET IN DIAMETER AND 6
 LH1208'FEET DEEP WHERE STATION WAS LOCATED.  THE UNEARTHED STATION
 LH1208'MARKS HAVE APPARENTLY BEEN CARRIED AWAY BY PARTIES UNKNOWN.
 LH1208'THIS STATION, THEREFORE, HAS BEEN PERMANENTLY DESTROYED.
 LH1208
 LH1208                          STATION RECOVERY (1935)
 LH1208
 LH1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1208'THE TOP OF THE SANDHILL ON WHICH THE STATION WAS LOCATED HAS BEEN
 LH1208'BLOWN OUT TO A DEPTH OF TEN FEET OR MORE.  RESIDENTS IN THE
 LH1208'VICINITY REPORT THAT THE BLOW-OUT OCCURED SEVERAL YEARS AGO
 LH1208'AND THAT THE DISLODGED SURFACE MARK WAS TAKEN TO A NEARBY
 LH1208'RANCH HOUSE WHERE IT IS AT PRESENT.  NO ONE SEEMS TO KNOW
 LH1208'ANYTHING ABOUT THE SUB SURFACE MARK.  HOWEVER, IT IS REASONABLE
 LH1208'TO BELIEVE THAT IT HAS BEEN DESTROYED.
 LH1208
 LH1208                          STATION RECOVERY (1951)
 LH1208
 LH1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1208'A THOROUGH SEARCH WAS MADE TO RECOVER THE STATION.  THE DISTANCE
 LH1208'AND DIRECTION FROM SAND CREEK 2, TO SAND CREEK 1898, (COMPUTED
 LH1208'THROUGH AN INVERSE) SHOWS THAT THE ORIGINAL STATION WAS SET
 LH1208'IN WHAT IS NOW A 9 FOOT DEEP SAND BLOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1207 ***********************************************************************
 LH1207  DESIGNATION -  SAND CREEK 2
 LH1207  PID         -  LH1207
 LH1207  STATE/COUNTY-  NE/ADAMS
 LH1207  COUNTRY     -  US
 LH1207  USGS QUAD   -  HOLSTEIN (2017)
 LH1207
 LH1207                         *CURRENT SURVEY CONTROL
 LH1207  ______________________________________________________________________
 LH1207* NAD 83(1995) POSITION- 40 26 32.74122(N) 098 42 54.07762(W)   ADJUSTED
 LH1207* NAVD 88 ORTHO HEIGHT -   631.    (meters)     2070.    (feet) SCALED
 LH1207  ______________________________________________________________________
 LH1207  GEOID HEIGHT    -        -25.335 (meters)                     GEOID18
 LH1207  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LH1207  HORZ ORDER      -  SECOND
 LH1207
 LH1207.The horizontal coordinates were established by classical geodetic methods
 LH1207.and adjusted by the National Geodetic Survey in August 1997.
 LH1207
 LH1207.The orthometric height was scaled from a topographic map.
 LH1207
 LH1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1207.GEOID18 height accuracy estimate available here.
 LH1207
 LH1207.Click photographs - Photos may exist for this station.
 LH1207
 LH1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1207
 LH1207. The following values were computed from the NAD 83(1995) position.
 LH1207
 LH1207;                    North         East     Units Scale Factor Converg.
 LH1207;SPC NE       -    68,438.498   608,995.178   MT  0.99982922   +0 51 05.6
 LH1207;SPC NE       -   224,535.31  1,998,011.68   sFT  0.99982922   +0 51 05.6
 LH1207;UTM  14      - 4,476,903.282   524,167.969   MT  0.99960719   +0 11 05.5
 LH1207
 LH1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1207!SPC NE       -   0.99990496  x   0.99982922  =   0.99973420
 LH1207!UTM  14      -   0.99990496  x   0.99960719  =   0.99951219
 LH1207
 LH1207:                Primary Azimuth Mark                     Grid Az
 LH1207:SPC NE       -  SAND CREEK 2 AZ MK                       233 29 22.0
 LH1207:UTM  14      -  SAND CREEK 2 AZ MK                       234 09 22.1
 LH1207
 LH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2416776903(NAD 83)
 LH1207
 LH1207|---------------------------------------------------------------------|
 LH1207| PID    Reference Object                     Distance      Geod. Az  |
 LH1207|                                                           dddmmss.s |
 LH1207| LH1260 ZION LUTHERAN CHURCH CROSS          APPROX.12.4 KM 0355153.1 |
 LH1207| CN9679 SAND CREEK 2 RM 1                    39.584 METERS 08643     |
 LH1207| CN9680 SAND CREEK 2 RM 2                    64.493 METERS 14227     |
 LH1207| LH1199 BLADEN MUNICIPAL TANK               APPROX.16.8 KM 1432425.0 |
 LH1207| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX.16.3 KM 1844635.0 |
 LH1207| CN9678 SAND CREEK 2 AZ MK                                 2342027.6 |
 LH1207| LH1278 HARTWELL HOLY FAMILY CH CROSS       APPROX.15.6 KM 3354424.5 |
 LH1207|---------------------------------------------------------------------|
 LH1207
 LH1207                          SUPERSEDED SURVEY CONTROL
 LH1207
 LH1207  NAD 83(1986)-  40 26 32.74800(N)    098 42 54.07754(W) AD(       ) 2
 LH1207  NAD 27      -  40 26 32.69200(N)    098 42 52.81900(W) AD(       ) 2
 LH1207
 LH1207.Superseded values are not recommended for survey control.
 LH1207
 LH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1207.See file dsdata.pdf to determine how the superseded data were derived.
 LH1207
 LH1207_MARKER: DS = TRIANGULATION STATION DISK
 LH1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1207_STAMPING: SAND CREEK 2 1951
 LH1207_MARK LOGO: CGS
 LH1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1207+STABILITY: SURFACE MOTION
 LH1207
 LH1207  HISTORY     - Date     Condition        Report By
 LH1207  HISTORY     - 1951     MONUMENTED       CGS
 LH1207
 LH1207                          STATION DESCRIPTION
 LH1207
 LH1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1207'THE STATION IS LOCATED ABOUT 3.0 MILES WEST AND 1.5 MILES
 LH1207'SOUTH OF HOLSTEIN JUST EAST OF THE HIGHEST POINT OF A PROMINENT
 LH1207'EAST-WEST SAND RIDGE, 130 FEET WEST OF A NORTH-SOUTH FENCE LINE
 LH1207'AND 4 FEET EAST OF A WITNESS POST.  IT IS STAMPED SAND CREEK 2
 LH1207'1951 AND PROJECTS 3 INCHES.
 LH1207'
 LH1207'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL IN THE EAST
 LH1207'EDGE OF PASTURE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND
 LH1207'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 LH1207'STAMPED SAND CREEK 2 NO 1 1951 AND PROJECTS 2 INCHES.
 LH1207'
 LH1207'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF HILL IN THE EAST
 LH1207'EDGE OF PASTURE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND
 LH1207'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 LH1207'STAMPED SAND CREEK 2 NO 2 1951 AND PROJECTS 2 INCHES.
 LH1207'
 LH1207'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 175.13 FEET.
 LH1207'
 LH1207'THE AZIMUTH MARK IS IN THE WEST EDGE OF A PASTURE JUST SOUTHWEST
 LH1207'OF THE HIGHEST POINT OF A SMALL KNOLL, 0.1 MILE NORTH OF A CREEK
 LH1207'BED, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH
 LH1207'OF A WITNESS POST.  IT IS STAMPED SAND CREEK 2 1951 AND PROJECTS
 LH1207'2 INCHES.
 LH1207'
 LH1207'TO REACH THE STATION FROM THE POST OFFICE IN HOLSTEIN, GO
 LH1207'NORTH FOR 1 BLOCK TO A CROSSROAD, TURN LEFT AND GO WEST ON STATE
 LH1207'HIGHWAY 74 FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 LH1207'AND SOUTHWEST ON GRAVELED ROAD FOR 2.5 MILES TO A T INTERSECTION,
 LH1207'TURN RIGHT AND GO WEST FOR 0.3 MILE TO POINT WHERE ROAD TURNS
 LH1207'SOUTH, GO SOUTH FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LH1207'WEST FOR 2.0 MILES TO AN OLD CROSSROAD AND POINT WHERE MAIN
 LH1207'ROAD TURNS SOUTH, TURN RIGHT AND GO NORTH ON TRACK ROAD FOR
 LH1207'1.0 MILE TO A SMALL CREEK BED, CROSS CREEK BED AND CONTINUE
 LH1207'NORTH FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LH1207'FROM THIS POINT CROSS FENCE LINE AND GO NORTHEAST ACROSS
 LH1207'PASTURE ON TRACK ROAD FOR 0.7 MILE TO TOP OF SAND RIDGE AND
 LH1207'STATION JUST EAST OF HIGHEST POINT AS DESCRIBED.
 LH1207'
 LH1207'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1965 ***********************************************************************
 MK1965  DESIGNATION -  SANDIG
 MK1965  PID         -  MK1965
 MK1965  STATE/COUNTY-  NE/BURT
 MK1965  COUNTRY     -  US
 MK1965  USGS QUAD   -  TEKAMAH NW (2017)
 MK1965
 MK1965                         *CURRENT SURVEY CONTROL
 MK1965  ______________________________________________________________________
 MK1965* NAD 83(1995) POSITION- 41 56 35.25031(N) 096 14 30.46407(W)   ADJUSTED
 MK1965* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 MK1965  ______________________________________________________________________
 MK1965  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 MK1965  LAPLACE CORR    -        -10.43  (seconds)                    DEFLEC18
 MK1965  HORZ ORDER      -  SECOND
 MK1965
 MK1965.The horizontal coordinates were established by classical geodetic methods
 MK1965.and adjusted by the National Geodetic Survey in August 1997.
 MK1965
 MK1965.The orthometric height was scaled from a topographic map.
 MK1965
 MK1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1965.GEOID18 height accuracy estimate available here.
 MK1965
 MK1965.Click photographs - Photos may exist for this station.
 MK1965
 MK1965.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1965
 MK1965. The following values were computed from the NAD 83(1995) position.
 MK1965
 MK1965;                    North         East     Units Scale Factor Converg.
 MK1965;SPC NE       -   241,012.893   811,451.770   MT  0.99968766   +2 29 26.0
 MK1965;SPC NE       -   790,723.13  2,662,238.02   sFT  0.99968766   +2 29 26.0
 MK1965;UTM  14      - 4,647,141.409   728,640.785   MT  1.00024331   +1 50 39.7
 MK1965
 MK1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1965!SPC NE       -   0.99993971  x   0.99968766  =   0.99962739
 MK1965!UTM  14      -   0.99993971  x   1.00024331  =   1.00018300
 MK1965
 MK1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2864047141(NAD 83)
 MK1965
 MK1965                          SUPERSEDED SURVEY CONTROL
 MK1965
 MK1965  NAD 83(1986)-  41 56 35.25317(N)    096 14 30.46166(W) AD(       ) 2
 MK1965  NAD 27      -  41 56 35.30500(N)    096 14 29.38400(W) AD(       ) 2
 MK1965  MORC        -  41 56 32.87000(N)    096 14 31.41000(W) AD(       ) 3
 MK1965
 MK1965.Superseded values are not recommended for survey control.
 MK1965
 MK1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1965.See file dsdata.pdf to determine how the superseded data were derived.
 MK1965
 MK1965_MARKER: P = PIPE CAP
 MK1965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK1965_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1965
 MK1965  HISTORY     - Date     Condition        Report By
 MK1965  HISTORY     - UNK      MONUMENTED       MORC
 MK1965  HISTORY     - 1934     GOOD             CGS
 MK1965  HISTORY     - 1948     GOOD             CGS
 MK1965
 MK1965                          STATION DESCRIPTION
 MK1965
 MK1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1965'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DECATUR, NEBR.,
 MK1965'NEAR THE CENTER OF THE NORTHWEST QUARTER OF SEC. 25, T. 23 N.,
 MK1965'R. 10 E., ON LAND OWNED AND OCCUPIED BY LAYTON ROGERS, WHO
 MK1965'LIVES ABOUT ONE-QUARTER MILE SOUTH OF STATION.
 MK1965'
 MK1965'REACHED FROM TEKAMAH BY GOING NORTH ON U.S. HIGHWAY 73E FOR
 MK1965'11 MILES TO CROSSROADS AT TWO CULVERTS CROSSING HIGHWAY 73E,
 MK1965'AND A SMALL SQUARE-FARMHOUSE WEST OF ROAD.  LEAVE HIGHWAY
 MK1965'73 HERE, TURN LEFT AND GO WEST ON DIRT ROAD 0.7 MILE, TURN
 MK1965'RIGHT (NORTH) AND GO ABOUT 100 YARDS TO THE ROGERS HOUSE.
 MK1965'FROM HERE GO NORTH AND NORTHWEST ON UNIMPROVED ROAD UP VALLEY
 MK1965'IN PASTURE 0.2 MILE, THEN TAKE RIGHT FORK AND GO NORTH ON
 MK1965'DIM ROAD KEEPING TO THE NORTH SIDE OF THE BOTTOM OF THE
 MK1965'VALLEY, 0.2 MILE TO TOP OF RIDGE, GO SOUTHEAST ALONG TOP OF
 MK1965'RIDGE 0.1 MILE TO HIGHEST POINT AND STATION.
 MK1965'
 MK1965'MARK IS A 4-INCH IRON PIPE SUNK IN GROUND AND PROJECTING
 MK1965'APPROXIMATELY 18 INCHES ABOVE GRROUND.  MARK FOUND TO BE
 MK1965'IN GOOD CONDITION.  THE CAP IS GONE AND THE PIPE IS LEANING
 MK1965'SLIGHTLY TO THE EASTWARD.  THE METAL SEEMS TO BE IN GOOD
 MK1965'SHAPE.  THIS MARK IS 23.563 METERS (77.31 FEET) NORTH OF U.S.
 MK1965'COAST AND GEODETIC SURVEY STATION SAND AND WAS CUT IN TO THAT
 MK1965'STATION.
 MK1965
 MK1965                          STATION RECOVERY (1948)
 MK1965
 MK1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1965'THE STATION IS LOCATED ON A BRUSH COVERED KNOLL, ABOUT 4.5
 MK1965'MILES SOUTH OF DECATUR AND 0.25 MILE NORTH OF A FARM HOUSE.
 MK1965'THE MARK IS A 4 INCH PIPE WHICH PROJECTS ABOUT 6 INCHES.
 MK1965'THE APPROXIMATE CENTER OF THE PIPE WAS FOR ALL MEASUREMENTS AS
 MK1965'THE CAP COVERING FOR PIPE WAS MISSING.
 MK1965'
 MK1965'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SAND
 MK1965'1934 TO SANDIG.  IT IS 23.568 METERS (77.32 FEET) NORTHWEST OF
 MK1965'THE STATION.
 MK1965'
 MK1965'TO REACH FROM THE COURT HOUSE IN TEKAMAH, GO NORTH ON U.S.
 MK1965'HIGHWAY 73E FOR 9.5 MILES TO THE RIVERSIDE BAPTIST CHURCH ON
 MK1965'THE LEFT, CONTINUE ON HIGHWAY 73 E FOR 1.55 MILES TO A NARROW
 MK1965'DIRT ROAD LEFT, TURN LEFT FOR 0.8 MILE TO A FARM YARD, HERE PASS
 MK1965'THROUGH GATE JUST NORTH OF THE BARN AND FOLLOW ALONG THE FOOT
 MK1965'OF THE RIDGE FOR 0.2 MILE, THEN RIGHT ALONG THE EAST SIDE OF
 MK1965'DRAINAGE FOR 0.2 MILE TO THE TOP OF RIDGE, HERE TURN RIGHT
 MK1965'ALONG THE TOP OF THE RIDGE FOR ABOUT 0.1 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1075 ***********************************************************************
 ML1075  DESIGNATION -  SANDY
 ML1075  PID         -  ML1075
 ML1075  STATE/COUNTY-  NE/MERRICK
 ML1075  COUNTRY     -  US
 ML1075  USGS QUAD   -  ARCHER (2017)
 ML1075
 ML1075                         *CURRENT SURVEY CONTROL
 ML1075  ______________________________________________________________________
 ML1075* NAD 83(1995) POSITION- 41 13 35.22016(N) 098 09 19.27556(W)   ADJUSTED
 ML1075* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 ML1075  ______________________________________________________________________
 ML1075  GEOID HEIGHT    -        -24.863 (meters)                     GEOID18
 ML1075  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 ML1075  HORZ ORDER      -  SECOND
 ML1075
 ML1075.The horizontal coordinates were established by classical geodetic methods
 ML1075.and adjusted by the National Geodetic Survey in August 1997.
 ML1075
 ML1075.The orthometric height was scaled from a topographic map.
 ML1075
 ML1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1075.GEOID18 height accuracy estimate available here.
 ML1075
 ML1075.Click photographs - Photos may exist for this station.
 ML1075
 ML1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1075
 ML1075. The following values were computed from the NAD 83(1995) position.
 ML1075
 ML1075;                    North         East     Units Scale Factor Converg.
 ML1075;SPC NE       -   156,320.945   654,604.506   MT  0.99967042   +1 13 20.8
 ML1075;SPC NE       -   512,862.97  2,147,648.28   sFT  0.99967042   +1 13 20.8
 ML1075;UTM  14      - 4,564,239.564   570,792.656   MT  0.99966168   +0 33 24.0
 ML1075
 ML1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1075!SPC NE       -   0.99991666  x   0.99967042  =   0.99958711
 ML1075!UTM  14      -   0.99991666  x   0.99966168  =   0.99957837
 ML1075
 ML1075:                Primary Azimuth Mark                     Grid Az
 ML1075:SPC NE       -  SANDY AZ MK                              218 45 39.6
 ML1075:UTM  14      -  SANDY AZ MK                              219 25 36.4
 ML1075
 ML1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7079264239(NAD 83)
 ML1075
 ML1075|---------------------------------------------------------------------|
 ML1075| PID    Reference Object                     Distance      Geod. Az  |
 ML1075|                                                           dddmmss.s |
 ML1075| CN9682 SANDY RM 1                           20.275 METERS 05939     |
 ML1075| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX.17.7 KM 1351647.2 |
 ML1075| CN9683 SANDY RM 2                           23.980 METERS 18726     |
 ML1075| CN9681 SANDY AZ MK                                        2195900.4 |
 ML1075| ML1078 PALMER MUNICIPAL TANK               APPROX. 8.2 KM 2674901.5 |
 ML1075|---------------------------------------------------------------------|
 ML1075
 ML1075                          SUPERSEDED SURVEY CONTROL
 ML1075
 ML1075  NAD 83(1986)-  41 13 35.22689(N)    098 09 19.27861(W) AD(       ) 2
 ML1075  NAD 27      -  41 13 35.17300(N)    098 09 18.04900(W) AD(       ) 2
 ML1075
 ML1075.Superseded values are not recommended for survey control.
 ML1075
 ML1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1075.See file dsdata.pdf to determine how the superseded data were derived.
 ML1075
 ML1075_MARKER: DS = TRIANGULATION STATION DISK
 ML1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1075_STAMPING: SANDY 1950
 ML1075_MARK LOGO: CGS
 ML1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1075+STABILITY: SURFACE MOTION
 ML1075
 ML1075  HISTORY     - Date     Condition        Report By
 ML1075  HISTORY     - 1950     MONUMENTED       CGS
 ML1075  HISTORY     - 1966     GOOD             CGS
 ML1075
 ML1075                          STATION DESCRIPTION
 ML1075
 ML1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1075'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF CENTRAL CITY
 ML1075'AND 5-1/2 MILES EAST OF PALMER ALONG A DIM SECTION LINE ROAD
 ML1075'IN A GROUP OF ROLLING AND SANDY PASTURE LAND HILLS.  STATION
 ML1075'IS 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND
 ML1075'10 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 ML1075'THE DISK IS STAMPED SANDY 1950.
 ML1075'
 ML1075'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1075'OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 ML1075'6 INCHES AND THE DISK IS STAMPED SANDY NO 1 1950.
 ML1075'
 ML1075'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE APPROXIMATE
 ML1075'CENTERLINE OF ROAD AND 1.5 FEET EAST OF FENCE.  THE MARK
 ML1075'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SANDY NO 2 1950.
 ML1075'
 ML1075'AZIMUTH MARK IS 13 FEET NORTH OF THE APPROXIMATE CENTERLINE
 ML1075'OF TRACK ROAD, 4 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH
 ML1075'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ML1075'IS STAMPED SANDY 1950.
 ML1075'
 ML1075'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ML1075'ROUTE 14 IN CENTRAL CITY GO NORTH ON STATE ROUTE 14 FOR
 ML1075'5.0 MILES TO JUNCTION OF STATE ROUTE 92.  TURN LEFT AND GO
 ML1075'WEST ON STATE ROUTE 92 FOR 9.0 MILES TO CROSSROADS.  TURN
 ML1075'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.
 ML1075'TURN RIGHT AND GO EAST ON DIM SECTION LINE ROAD FOR 0.65 MILE
 ML1075'TO AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 ML1075'CONTINUE EAST FOR 0.35 MILE TO DIM CROSSROADS.  TURN LEFT AND
 ML1075'GO NORTH ON DIM TRACK ROAD FOR 0.4 MILE TO STATION ON LEFT
 ML1075'OR WEST SIDE OF ROAD AS DESCRIBED.
 ML1075'
 ML1075'A 74 FOOT SIGNAL AT STATION FULLERTON R.M. NO 4 IS V.G.
 ML1075'
 ML1075'A 74 FOOT SIGNAL AT STATION BOXELDER IS V.G.
 ML1075'
 ML1075'AN 87 FOOT SIGNAL AT STATION HORDVILLE IS V.G.
 ML1075'
 ML1075'A 4 FOOT SIGNAL AT STATION LOUP IS V.G.
 ML1075'
 ML1075'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ML1075
 ML1075                          STATION RECOVERY (1966)
 ML1075
 ML1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 ML1075'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 ML1075'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 ML1075'IN THE 1950 DESCRIPTION.
 ML1075'
 ML1075'A CHECK FOR DISTANCE AND DIRECTION WAS MADE TO THE REFERENCE
 ML1075'MARKS AND WERE FOUND CORRECT.  THE LOCATION AND ROUTE TO
 ML1075'STATION IS CORRECT.
 ML1075'
 ML1075'A TRIPOD WAS USED AT THIS TIME.
 ML1075'
 ML1075'ALL AS DESCRIBED IN THE 1950 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0713 ***********************************************************************
 NN0713  DESIGNATION -  SANDY
 NN0713  PID         -  NN0713
 NN0713  STATE/COUNTY-  NE/HOLT
 NN0713  COUNTRY     -  US
 NN0713  USGS QUAD   -  BUTTE SW (2017)
 NN0713
 NN0713                         *CURRENT SURVEY CONTROL
 NN0713  ______________________________________________________________________
 NN0713* NAD 83(1995) POSITION- 42 51 21.99814(N) 098 58 11.13787(W)   ADJUSTED
 NN0713* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 NN0713  ______________________________________________________________________
 NN0713  GEOID HEIGHT    -        -25.223 (meters)                     GEOID18
 NN0713  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 NN0713  HORZ ORDER      -  THIRD
 NN0713
 NN0713.The horizontal coordinates were established by classical geodetic methods
 NN0713.and adjusted by the National Geodetic Survey in August 1997.
 NN0713
 NN0713.The orthometric height was scaled from a topographic map.
 NN0713
 NN0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0713.GEOID18 height accuracy estimate available here.
 NN0713
 NN0713.Click photographs - Photos may exist for this station.
 NN0713
 NN0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0713
 NN0713. The following values were computed from the NAD 83(1995) position.
 NN0713
 NN0713;                    North         East     Units Scale Factor Converg.
 NN0713;SPC NE       -   336,138.526   584,195.201   MT  0.99993718   +0 40 57.9
 NN0713;SPC NE       - 1,102,814.48  1,916,647.09   sFT  0.99993718   +0 40 57.9
 NN0713;UTM  14      - 4,744,836.767   502,470.514   MT  0.99960008   +0 01 14.0
 NN0713
 NN0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0713!SPC NE       -   0.99991641  x   0.99993718  =   0.99985360
 NN0713!UTM  14      -   0.99991641  x   0.99960008  =   0.99951653
 NN0713
 NN0713:                Primary Azimuth Mark                     Grid Az
 NN0713:SPC NE       -  SANDY AZ MK                              220 25 16.5
 NN0713:UTM  14      -  SANDY AZ MK                              221 05 00.4
 NN0713
 NN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0247044836(NAD 83)
 NN0713
 NN0713|---------------------------------------------------------------------|
 NN0713| PID    Reference Object                     Distance      Geod. Az  |
 NN0713|                                                           dddmmss.s |
 NN0713| CO4457 SANDY RM 1                           16.504 METERS 08445     |
 NN0713| CO4458 SANDY RM 2                           17.881 METERS 18220     |
 NN0713| CO4456 SANDY AZ MK                                        2210614.4 |
 NN0713|---------------------------------------------------------------------|
 NN0713
 NN0713                          SUPERSEDED SURVEY CONTROL
 NN0713
 NN0713  NAD 83(1986)-  42 51 22.00526(N)    098 58 11.14510(W) AD(       ) 3
 NN0713  NAD 27      -  42 51 22.00700(N)    098 58 09.81100(W) AD(       ) 3
 NN0713
 NN0713.Superseded values are not recommended for survey control.
 NN0713
 NN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0713.See file dsdata.pdf to determine how the superseded data were derived.
 NN0713
 NN0713_MARKER: DS = TRIANGULATION STATION DISK
 NN0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0713_STAMPING: SANDY 1949
 NN0713_MARK LOGO: CGS
 NN0713_PROJECTION: FLUSH
 NN0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0713+STABILITY: SURFACE MOTION
 NN0713
 NN0713  HISTORY     - Date     Condition        Report By
 NN0713  HISTORY     - 1949     MONUMENTED       CGS
 NN0713
 NN0713                          STATION DESCRIPTION
 NN0713
 NN0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0713'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF BUTTE AND 2.5 MILES
 NN0713'SOUTH OF THE NIOBRARA RIVER ON THE NORTH SIDE OF ROAD RIGHT-OF-WAY.
 NN0713'IT IS 30 FEET NORTH OF THE CENTER OF ROAD, 6 FEET SOUTH OF FENCE LINE,
 NN0713'6 FEET SOUTH OF TRIANGULAR BLAZED TELEPHONE POLE AND 4 FEET SOUTHWEST
 NN0713'OF WITNESS POST.  IT IS STAMPED SANDY 1949 AND SET FLUSH WITH THE
 NN0713'SURFACE OF THE GROUND.
 NN0713'
 NN0713'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 35 FEET NORTH
 NN0713'OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED
 NN0713'SANDY NO 1 1949 AND PROJECTS 2 INCHES.
 NN0713'
 NN0713'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 20 FEET SOUTH OF THE
 NN0713'CENTER OF ROAD AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED SANDY NO
 NN0713'2 1949 AND PROJECTS 2 INCHES.
 NN0713'
 NN0713'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 33 FEET EAST OF THE
 NN0713'CENTER OF ROAD, 2 FEET NORTH OF WITNESS POST AND 1 FOOT WEST OF FENCE
 NN0713'LINE.  IT IS STAMPED SANDY 1949 AND PROJECTS 2 INCHES.
 NN0713'
 NN0713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 11 IN
 NN0713'THE NORTHEAST EDGE OF ATKINSON, GO NORTH ON STATE HIGHWAY 11 FOR 8.25
 NN0713'MILES TO WHERE STATE HIGHWAY 11 TURNS RIGHT, LEAVE HIGHWAY AND
 NN0713'CONTINUE NORTH FOR 11.6 MILES TO POINT WHERE MAIN ROAD TURNS LEFT,
 NN0713'TURN LEFT AND FOLLOW MAIN ROAD WEST AND NORTH FOR 3.1 MILES TO THE
 NN0713'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.55 MILE
 NN0713'TO CROSSROADS, TURN RIGHT AND GO EAST FOR 0.65 MILE TO STATION ON
 NN0713'SMALL SAND KNOLL ON THE LEFT AS DESCRIBED.
 NN0713'
 NN0713'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0713'
 NN0713'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET.
 NN0713'
 NN0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0473 ***********************************************************************
 NO0473  DESIGNATION -  SANDY
 NO0473  PID         -  NO0473
 NO0473  STATE/COUNTY-  NE/HOOKER
 NO0473  COUNTRY     -  US
 NO0473  USGS QUAD   -  HECLA (2017)
 NO0473
 NO0473                         *CURRENT SURVEY CONTROL
 NO0473  ______________________________________________________________________
 NO0473* NAD 83(1995) POSITION- 42 02 02.12198(N) 101 13 14.13015(W)   ADJUSTED
 NO0473* NAVD 88 ORTHO HEIGHT -  1097.    (meters)     3599.    (feet) SCALED
 NO0473  ______________________________________________________________________
 NO0473  GEOID HEIGHT    -        -20.268 (meters)                     GEOID18
 NO0473  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 NO0473  HORZ ORDER      -  SECOND
 NO0473
 NO0473.The horizontal coordinates were established by classical geodetic methods
 NO0473.and adjusted by the National Geodetic Survey in August 1997.
 NO0473
 NO0473.The orthometric height was scaled from a topographic map.
 NO0473
 NO0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0473.GEOID18 height accuracy estimate available here.
 NO0473
 NO0473.Click photographs - Photos may exist for this station.
 NO0473
 NO0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0473
 NO0473. The following values were computed from the NAD 83(1995) position.
 NO0473
 NO0473;                    North         East     Units Scale Factor Converg.
 NO0473;SPC NE       -   245,038.013   398,960.352   MT  0.99970101   -0 48 32.0
 NO0473;SPC NE       -   803,928.88  1,308,922.42   sFT  0.99970101   -0 48 32.0
 NO0473;UTM  14      - 4,655,928.253   316,188.744   MT  1.00001575   -1 29 14.1
 NO0473
 NO0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0473!SPC NE       -   0.99983109  x   0.99970101  =   0.99953216
 NO0473!UTM  14      -   0.99983109  x   1.00001575  =   0.99984684
 NO0473
 NO0473:                Primary Azimuth Mark                     Grid Az
 NO0473:SPC NE       -  SANDY AZ MK                              295 53 19.6
 NO0473:UTM  14      -  SANDY AZ MK                              296 34 01.7
 NO0473
 NO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1618855928(NAD 83)
 NO0473
 NO0473|---------------------------------------------------------------------|
 NO0473| PID    Reference Object                     Distance      Geod. Az  |
 NO0473|                                                           dddmmss.s |
 NO0473| CQ4861 SANDY RM 2                           38.374 METERS 09827     |
 NO0473| CQ4860 SANDY RM 1                           45.674 METERS 22509     |
 NO0473| CQ4859 SANDY AZ MK                                        2950447.6 |
 NO0473|---------------------------------------------------------------------|
 NO0473
 NO0473                          SUPERSEDED SURVEY CONTROL
 NO0473
 NO0473  NAD 83(1986)-  42 02 02.12167(N)    101 13 14.13596(W) AD(       ) 2
 NO0473  NAD 27      -  42 02 02.13400(N)    101 13 12.52700(W) AD(       ) 2
 NO0473
 NO0473.Superseded values are not recommended for survey control.
 NO0473
 NO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0473.See file dsdata.pdf to determine how the superseded data were derived.
 NO0473
 NO0473_MARKER: DB = BENCH MARK DISK
 NO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0473
 NO0473  HISTORY     - Date     Condition        Report By
 NO0473  HISTORY     - 1946     MONUMENTED       USGS
 NO0473
 NO0473                          STATION DESCRIPTION
 NO0473
 NO0473'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NO0473'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL
 NO0473'ABOUT 1.5 MILES EAST-SOUTHEAST OF THE HECLA RAILROAD STATION AND
 NO0473'ABOUT 0.5 MILE SOUTH OF STATE HIGHWAY NO. 2.  IT IS A U.S.G.S.
 NO0473'BRONZE BENCH MARK TABLET SET IN THE TOP OF A 7 X 7-INCH CONCRETE
 NO0473'POST THAT PROJECTS 5 INCHES.  IT IS STAMPED SANDY 1946.
 NO0473'
 NO0473'REFERENCE MARK NO. 1 IS ON THE CREST OF AN EAST-WEST SAND RIDGE
 NO0473'THAT IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A U.S.G.S.
 NO0473'REFERENCE MARK DISK SET IN THE TOP OF A 7 X 7-INCH CONCRETE POST
 NO0473'THAT PROJECTS 2 INCHES.  IT IS STAMPED SANDY 1946 NO 1.
 NO0473'
 NO0473'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 NO0473'ABOUT 8 FEET BELOW THE STATION ELEVATION.  IT IS A U.S.G.S.
 NO0473'REFERENCE MARK DISK SET IN THE TOP OF A 7 X 7-INCH CONCRETE
 NO0473'POST THAT PROJECTS 6 INCHES.  IT IS STAMPED SANDY 1946 NO 2.
 NO0473'
 NO0473'AZIMUTH MARK IS 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NO0473'THE HECLA RAILROAD STATION, 83 FEET NORTH OF THE NORTH RAIL OF
 NO0473'THE MAIN LINE OF THE RAILROAD, 10 FEET SOUTH OF AN EAST-WEST
 NO0473'FENCE LINE, AND 2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.  IT
 NO0473'PROJECTS 10 INCHES AND IS STAMPED SANDY USGS 1946.
 NO0473'
 NO0473'TO REACH THE STATION FROM A POINT ON STATE HIGHWAY NO. 2 JUST
 NO0473'NORTH OF A SMALL WHITE SCHOOL BUILDING IN THE VILLAGE OF HECLA,
 NO0473'GO EAST ON STATE HIGHWAY NO. 2 FOR 0.65 MILE TO A WIRE GATE ON
 NO0473'THE RIGHT.  TURN RIGHT, SOUTH, THROUGH GATE AND DRIVE
 NO0473'SOUTH-SOUTHWEST ACROSS PASTURE FOR 0.35 MILE TO A GATE IN AN
 NO0473'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND DRIVE SOUTH UP
 NO0473'STEEP GRASSY SLOPE FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 NO0473'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0884 ***********************************************************************
 LG0884  DESIGNATION -  SANKEY
 LG0884  PID         -  LG0884
 LG0884  STATE/COUNTY-  NE/NUCKOLLS
 LG0884  COUNTRY     -  US
 LG0884  USGS QUAD   -  HARDY (2017)
 LG0884
 LG0884                         *CURRENT SURVEY CONTROL
 LG0884  ______________________________________________________________________
 LG0884* NAD 83(1995) POSITION- 40 05 21.77775(N) 097 59 49.46857(W)   ADJUSTED
 LG0884* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 LG0884  ______________________________________________________________________
 LG0884  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 LG0884  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 LG0884  HORZ ORDER      -  FIRST
 LG0884
 LG0884.The horizontal coordinates were established by classical geodetic methods
 LG0884.and adjusted by the National Geodetic Survey in August 1997.
 LG0884
 LG0884.The orthometric height was scaled from a topographic map.
 LG0884
 LG0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0884.GEOID18 height accuracy estimate available here.
 LG0884
 LG0884.Click photographs - Photos may exist for this station.
 LG0884
 LG0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0884
 LG0884. The following values were computed from the NAD 83(1995) position.
 LG0884
 LG0884;                    North         East     Units Scale Factor Converg.
 LG0884;SPC NE       -    30,409.088   670,792.334   MT  0.99996080   +1 19 38.4
 LG0884;SPC NE       -    99,767.15  2,200,757.85   sFT  0.99996080   +1 19 38.4
 LG0884;UTM  14      - 4,438,159.819   585,498.438   MT  0.99968999   +0 38 45.3
 LG0884
 LG0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0884!SPC NE       -   0.99991921  x   0.99996080  =   0.99988001
 LG0884!UTM  14      -   0.99991921  x   0.99968999  =   0.99960922
 LG0884
 LG0884:                Primary Azimuth Mark                     Grid Az
 LG0884:SPC NE       -  SANKEY AZ MK 2                           267 45 39.9
 LG0884:UTM  14      -  SANKEY AZ MK 2                           268 26 33.0
 LG0884
 LG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8549838159(NAD 83)
 LG0884
 LG0884|---------------------------------------------------------------------|
 LG0884| PID    Reference Object                     Distance      Geod. Az  |
 LG0884|                                                           dddmmss.s |
 LG0884| CN9688 SANKEY RM 1                          21.613 METERS 02820     |
 LG0884| LG0880 RUSKIN MUNICIPAL TANK               APPROX.12.5 KM 0602842.3 |
 LG0884| LG0883 ST MARKS LUTH CH NUCKOLLS CO        APPROX. 8.8 KM 0722250.2 |
 LG0884| CN9690 SANKEY RM 3                           8.480 METERS 07556     |
 LG0884| LH1169 SUPERIOR MUNICIPAL TANK             APPROX. 8.7 KM 2221236.3 |
 LG0884| CN9687 SANKEY AZ MK                                       2690500.2 |
 LG0884| LH1171 SANKEY AZ MK 2                      APPROX. 1.1 KM 2690518.3 |
 LG0884| CN9689 SANKEY RM 2                          23.890 METERS 27052     |
 LG0884| LH1168 AMERICAN LUTH SALEM CH SPIRE        APPROX. 7.1 KM 3032829.2 |
 LG0884|---------------------------------------------------------------------|
 LG0884
 LG0884                          SUPERSEDED SURVEY CONTROL
 LG0884
 LG0884  NAD 83(1986)-  40 05 21.78320(N)    097 59 49.46855(W) AD(       ) 1
 LG0884  NAD 27      -  40 05 21.74400(N)    097 59 48.32100(W) AD(       ) 1
 LG0884
 LG0884.Superseded values are not recommended for survey control.
 LG0884
 LG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0884.See file dsdata.pdf to determine how the superseded data were derived.
 LG0884
 LG0884_MARKER: DS = TRIANGULATION STATION DISK
 LG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0884_STAMPING: SANKEY 1947
 LG0884_MARK LOGO: CGS
 LG0884_PROJECTION: FLUSH
 LG0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0884+STABILITY: SURFACE MOTION
 LG0884
 LG0884  HISTORY     - Date     Condition        Report By
 LG0884  HISTORY     - 1947     MONUMENTED       CGS
 LG0884  HISTORY     - 1975     GOOD             NGS
 LG0884
 LG0884                          STATION DESCRIPTION
 LG0884
 LG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0884'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF SUPERIOR,
 LG0884'9 MILES SOUTH-SOUTHEAST OF NELSON, 400 FEET SOUTHWEST OF A
 LG0884'FARM HOME, 41 FEET SOUTHWEST OF A FENCE CORNER, 28.5 FEET
 LG0884'NORTH OF THE CENTER OF A GRAVELED ROAD, AND 8.5 FEET SOUTH
 LG0884'OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG0884'STAMPED SANKEY 1947.
 LG0884'
 LG0884'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED
 LG0884'FIELD, 40 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF
 LG0884'A FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED SANKEY
 LG0884'NO 1 1947.
 LG0884'
 LG0884'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A CULTIVATED
 LG0884'FIELD AND 28 FEET NORTH OF THE CENTER OF A GRADED ROAD.  IT
 LG0884'PROJECTS 4 INCHES AND IS STAMPED SANKEY NO 2 1947.
 LG0884'
 LG0884'AZIMUTH MARK IS 43.5 FEET SOUTHWEST OF THE CENTER OF INTERSECTION
 LG0884'OF A CROSSROAD AND 2 FEET WEST-NORTHWEST OF A TELEPHONE
 LG0884'POLE.  IT PROJECTS 3 INCHES AND IS STAMPED SANKEY 1947.
 LG0884'
 LG0884'TO REACH THE STATION FROM SUPERIOR, GO NORTH ON STATE HIGHWAY
 LG0884'NO. 14 FOR 1.0 MILE TO A CROSS STREET, WATER TANK ON RIGHT,
 LG0884'TURN RIGHT ON GRAVELED ROAD AND GO EAST FOR 1.0 MILE, TURN
 LG0884'LEFT, NORTH, AND GO 4.0 MILES, TURN RIGHT, EAST, AND GO 2.0
 LG0884'MILES TO A CROSSROAD, AZIMUTH MARK ON RIGHT, CONTINUE EAST
 LG0884'ON GRADED ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT AS
 LG0884'DESCRIBED.
 LG0884'
 LG0884'A 74 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 24 FEET.
 LG0884'
 LG0884'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 4 FEET.
 LG0884'
 LG0884'A 74 FOOT SIGNAL AT KLINKER IS VISIBLE AT 4 FEET.
 LG0884'
 LG0884'AN 87 FOOT SIGNAL AT SKULLY IS VISIBLE AT 4 FEET.
 LG0884'
 LG0884'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0884
 LG0884                          STATION RECOVERY (1975)
 LG0884
 LG0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0884'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LG0884'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND PUSHED OUT OF POSITION.
 LG0884'REFERENCE MARK 1 WAS NOT FOUND AND IT IS BELIEVED THIS MARK WAS
 LG0884'DESTROYED WHEN THE FARM BUILDINGS WERE RAZED AND THE AREA PUT
 LG0884'UNDER CULTIVATION.  WHEN THE ROAD WAS REBUILT AND A DITCH CUT, A
 LG0884'SLIGHT CURVE WAS PUT IN THE DITCH LINE TO LEAVE THE STATION MARK
 LG0884'IN ITS ORIGINAL POSITION AND UNDISTURBED.  THE DISTANCE TO
 LG0884'REFERENCE MARK 2 MISSED THE PREVIOUS DISTANCE 0.03 FOOT AND THE
 LG0884'DIRECTION MISSED THE PREVIOUS DIRECTION ABOUT 3 MINUTES.  A NEW
 LG0884'AZIMUTH MARK AND REFERENCE MARK 3 WERE SET THIS DATE AND THE
 LG0884'SUPERIOR MUNICIPAL WATER TANK 1947 WAS USED AS THE INITIAL FOR THE
 LG0884'ANGLE MEASUREMENTS.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 LG0884'
 LG0884'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF SUPERIOR, 9 MILES
 LG0884'SOUTH-SOUTHEAST OF NELSON AND IN DITCH LINE OF AN EAST-WEST COUNTY
 LG0884'ROAD.
 LG0884'
 LG0884'TO REACH THE STATION FROM THE WATER TANK AT THE NORTHEAST CORNER OF
 LG0884'SUPERIOR AND EAST SIDE OF STATE HIGHWAY 14, GO EAST ON A SURFACED
 LG0884'ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD CURVES SOUTH.
 LG0884'CONTINUE EAST ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.
 LG0884'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO A
 LG0884'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0
 LG0884'MILES TO A CROSSROAD AND THE AZIMUTH MARK 2 IN THE
 LG0884'SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON THE
 LG0884'GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT, ABOUT 80 FEET
 LG0884'WEST OF A GATE AND FIELD ENTRANCE ON THE RIGHT.
 LG0884'
 LG0884'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SANKEY 1947, SET
 LG0884'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LG0884'THE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF THE
 LG0884'GRAVELED ROAD, 7.5 FEET SOUTH OF AN EAST-WEST FENCELINE AND 7 FEET
 LG0884'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LG0884'INSPECTED THIS DATE.
 LG0884'
 LG0884'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANKEY NO 2 1947, SET IN
 LG0884'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0884'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF THE GRAVELED
 LG0884'ROAD AND 7 FEET SOUTH OF THE FENCELINE.
 LG0884'
 LG0884'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 LG0884'SANKEY 1947 NO 3 1975 AND PROJECTS 3 INCHES ABOVE THE GROUND
 LG0884'SURFACE.  IT IS 35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LG0884'27.5 FEET EAST OF THE METAL WITNESS POST AND 4 INCHES SOUTH OF THE
 LG0884'FENCELINE.
 LG0884'
 LG0884'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED SANKEY
 LG0884'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LG0884'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 LG0884'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 28 FEET SOUTH OF
 LG0884'THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 1.5 FEET SOUTH OF A
 LG0884'METAL WITNESS POST.
 LG0884'
 LG0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILES
 LG0884'NORTHEAST OF SUPERIOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1171 ***********************************************************************
 LH1171  DESIGNATION -  SANKEY AZ MK 2
 LH1171  PID         -  LH1171
 LH1171  STATE/COUNTY-  NE/NUCKOLLS
 LH1171  COUNTRY     -  US
 LH1171  USGS QUAD   -  SUPERIOR (2017)
 LH1171
 LH1171                         *CURRENT SURVEY CONTROL
 LH1171  ______________________________________________________________________
 LH1171* NAD 83(1995) POSITION- 40 05 21.20869(N) 098 00 35.82156(W)   NO CHECK
 LH1171* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 LH1171  ______________________________________________________________________
 LH1171  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 LH1171  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 LH1171  HORZ ORDER      -  THIRD
 LH1171
 LH1171.The horizontal coordinates were established by classical geodetic methods
 LH1171.and adjusted by the National Geodetic Survey in August 1997.
 LH1171
 LH1171.No horizontal observational check was made to the station.
 LH1171
 LH1171.The orthometric height was scaled from a topographic map.
 LH1171
 LH1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1171.GEOID18 height accuracy estimate available here.
 LH1171
 LH1171.Click photographs - Photos may exist for this station.
 LH1171
 LH1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1171
 LH1171. The following values were computed from the NAD 83(1995) position.
 LH1171
 LH1171;                    North         East     Units Scale Factor Converg.
 LH1171;SPC NE       -    30,366.188   669,694.992   MT  0.99996087   +1 19 07.7
 LH1171;SPC NE       -    99,626.40  2,197,157.65   sFT  0.99996087   +1 19 07.7
 LH1171;UTM  14      - 4,438,129.978   584,400.962   MT  0.99968769   +0 38 15.4
 LH1171
 LH1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1171!SPC NE       -   0.99991921  x   0.99996087  =   0.99988008
 LH1171!UTM  14      -   0.99991921  x   0.99968769  =   0.99960692
 LH1171
 LH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8440038129(NAD 83)
 LH1171
 LH1171                          SUPERSEDED SURVEY CONTROL
 LH1171
 LH1171  NAD 83(1986)-  40 05 21.21407(N)    098 00 35.82153(W) AD(       ) 3
 LH1171  NAD 27      -  40 05 21.17391(N)    098 00 34.67256(W) AD(       ) 3
 LH1171
 LH1171.Superseded values are not recommended for survey control.
 LH1171
 LH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1171.See file dsdata.pdf to determine how the superseded data were derived.
 LH1171
 LH1171_MARKER: DR = REFERENCE MARK DISK
 LH1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1171_STAMPING: SANKEY 1947 AZ 2 1975
 LH1171_MARK LOGO: NGS
 LH1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1171+STABILITY: SURFACE MOTION
 LH1171
 LH1171  HISTORY     - Date     Condition        Report By
 LH1171  HISTORY     - 1975     MONUMENTED       NGS
 LH1171  HISTORY     - 1975     GOOD             NGS
 LH1171
 LH1171                          STATION DESCRIPTION
 LH1171
 LH1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH1171'TO REACH STATION SANKEY FROM THE WATER TANK AT THE NORTHEAST CORNER
 LH1171'OF SUPERIOR AND EAST SIDE OF STATE HIGHWAY 14, GO EAST ON A SURFACED
 LH1171'ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD CURVES SOUTH.  CONTINUE
 LH1171'EAST ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LH1171'AND GO NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.  TURN
 LH1171'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND
 LH1171'THE AZIMUTH MARK 2 IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 LH1171'
 LH1171'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED SANKEY
 LH1171'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LH1171'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35
 LH1171'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 28 FEET SOUTH
 LH1171'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 1.5 FEET SOUTH OF THE
 LH1171'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1387 ***********************************************************************
 NM1387  DESIGNATION -  SANTEE AZ MK 2
 NM1387  PID         -  NM1387
 NM1387  STATE/COUNTY-  NE/KNOX
 NM1387  COUNTRY     -  US
 NM1387  USGS QUAD   -  SANTEE (2017)
 NM1387
 NM1387                         *CURRENT SURVEY CONTROL
 NM1387  ______________________________________________________________________
 NM1387* NAD 83(1986) POSITION- 42 48 46.     (N) 097 51 04.     (W)   SCALED
 NM1387* NAVD 88 ORTHO HEIGHT -   502.48  (meters)     1648.6   (feet) RESET
 NM1387  ______________________________________________________________________
 NM1387  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 NM1387  VERT ORDER      -  THIRD
 NM1387
 NM1387.The horizontal coordinates were scaled from a map and have
 NM1387.an estimated accuracy of +/- 6 seconds.
 NM1387
 NM1387.The orthometric height was computed from unverified reset data.
 NM1387
 NM1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1387.GEOID18 height accuracy estimate available here.
 NM1387
 NM1387.Click photographs - Photos may exist for this station.
 NM1387
 NM1387;                    North         East    Units  Estimated Accuracy
 NM1387;SPC NE       -   333,010.      675,720.      MT  (+/- 180 meters Scaled)
 NM1387
 NM1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN939406(NAD 83)
 NM1387
 NM1387                          SUPERSEDED SURVEY CONTROL
 NM1387
 NM1387.No superseded survey control is available for this station.
 NM1387
 NM1387_MARKER: DZ = AZIMUTH MARK DISK
 NM1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1387_STAMPING: SANTEE 1901 1970
 NM1387_MARK LOGO: CGS
 NM1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1387+STABILITY: SURFACE MOTION
 NM1387
 NM1387  HISTORY     - Date     Condition        Report By
 NM1387  HISTORY     - 1970     MONUMENTED       NGS
 NM1387
 NM1387                          STATION DESCRIPTION
 NM1387
 NM1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1387'2 MI SW FROM SANTEE.
 NM1387'ABOUT 2.0 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE COMMUNITY
 NM1387'HALL AT SANTEE, 0.5 MILES NORTH OF TRIANGULATION STATION SANTEE
 NM1387'1901 1940, JUST SOUTH OF THE HIGHEST POINT OF HILL, 86 FEET
 NM1387'WEST OF THE CENTER OF THE SURFACED ROAD, 1 FOOT SOUTH OF A
 NM1387'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 NM1387'POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1401 ***********************************************************************
 NM1401  DESIGNATION -  SANTEE MRC AZ MK
 NM1401  PID         -  NM1401
 NM1401  STATE/COUNTY-  NE/KNOX
 NM1401  COUNTRY     -  US
 NM1401  USGS QUAD   -  SANTEE (2017)
 NM1401
 NM1401                         *CURRENT SURVEY CONTROL
 NM1401  ______________________________________________________________________
 NM1401* NAD 83(1986) POSITION- 42 47 38.     (N) 097 47 04.     (W)   SCALED
 NM1401* NAVD 88 ORTHO HEIGHT -   561.326 (meters)     1841.62  (feet) ADJUSTED
 NM1401  ______________________________________________________________________
 NM1401  GEOID HEIGHT    -        -25.801 (meters)                     GEOID18
 NM1401  DYNAMIC HEIGHT  -        561.131 (meters)     1840.98  (feet) COMP
 NM1401  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 NM1401
 NM1401  VERT ORDER      -  SECOND    CLASS 0
 NM1401
 NM1401.The horizontal coordinates were scaled from a map and have
 NM1401.an estimated accuracy of +/- 6 seconds.
 NM1401
 NM1401.The orthometric height was determined by differential leveling and
 NM1401.adjusted by the NATIONAL GEODETIC SURVEY
 NM1401.in June 1991.
 NM1401
 NM1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1401.GEOID18 height accuracy estimate available here.
 NM1401
 NM1401.Click photographs - Photos may exist for this station.
 NM1401
 NM1401.The dynamic height is computed by dividing the NAVD 88
 NM1401.geopotential number by the normal gravity value computed on the
 NM1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1401.degrees latitude (g = 980.6199 gals.).
 NM1401
 NM1401.The modeled gravity was interpolated from observed gravity values.
 NM1401
 NM1401;                    North         East    Units  Estimated Accuracy
 NM1401;SPC NE       -   331,050.      681,230.      MT  (+/- 180 meters Scaled)
 NM1401
 NM1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN994386(NAD 83)
 NM1401
 NM1401                          SUPERSEDED SURVEY CONTROL
 NM1401
 NM1401  NGVD 29 (??/??/92)  561.092  (m)         1840.85   (f) ADJ UNCH    2 0
 NM1401
 NM1401.Superseded values are not recommended for survey control.
 NM1401
 NM1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1401.See file dsdata.pdf to determine how the superseded data were derived.
 NM1401
 NM1401_MARKER: DZ = AZIMUTH MARK DISK
 NM1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1401_STAMPING: SANTEE MRC 1948
 NM1401_MARK LOGO: CGS
 NM1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1401+STABILITY: SURFACE MOTION
 NM1401
 NM1401  HISTORY     - Date     Condition        Report By
 NM1401  HISTORY     - 1948     MONUMENTED       CGS
 NM1401  HISTORY     - 1949     GOOD             CGS
 NM1401
 NM1401                          STATION DESCRIPTION
 NM1401
 NM1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1401'5.8 MI E FROM SANTEE.
 NM1401'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1401'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1401'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH
 NM1401'ALONG A DIRT ROAD, 0.45 MILE SOUTH OF TRIANGULATION STATION
 NM1401'SANTEE MRC 1948, ON THE CREST OF A HILL, 143 FEET SOUTHWEST OF
 NM1401'THE CENTER LINE OF THE ROAD, 87 FEET WEST OF A FENCE CORNER,
 NM1401'SET IN AN EAST-WEST FENCE LINE, SET IN THE TOP OF A CONCRETE
 NM1401'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 NM1401'MARK IS 65 YARDS (PACED) SOUTHWEST OF BENCH MARK N 271 1949.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1398 ***********************************************************************
 NM1398  DESIGNATION -  SANTEE MRC RESET
 NM1398  PID         -  NM1398
 NM1398  STATE/COUNTY-  NE/KNOX
 NM1398  COUNTRY     -  US
 NM1398  USGS QUAD   -  SANTEE (2017)
 NM1398
 NM1398                         *CURRENT SURVEY CONTROL
 NM1398  ______________________________________________________________________
 NM1398* NAD 83(1995) POSITION- 42 48 00.33614(N) 097 47 10.56659(W)   ADJUSTED
 NM1398* NAVD 88 ORTHO HEIGHT -   558.105 (meters)     1831.05  (feet) ADJUSTED
 NM1398  ______________________________________________________________________
 NM1398  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 NM1398  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 NM1398  DYNAMIC HEIGHT  -        557.912 (meters)     1830.42  (feet) COMP
 NM1398  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 NM1398
 NM1398  HORZ ORDER      -  SECOND
 NM1398  VERT ORDER      -  SECOND    CLASS 0
 NM1398
 NM1398.The horizontal coordinates were established by classical geodetic methods
 NM1398.and adjusted by the National Geodetic Survey in August 1997.
 NM1398
 NM1398.The orthometric height was determined by differential leveling and
 NM1398.adjusted by the NATIONAL GEODETIC SURVEY
 NM1398.in June 1991.
 NM1398
 NM1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1398.GEOID18 height accuracy estimate available here.
 NM1398
 NM1398.Click photographs - Photos may exist for this station.
 NM1398
 NM1398.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1398
 NM1398.The dynamic height is computed by dividing the NAVD 88
 NM1398.geopotential number by the normal gravity value computed on the
 NM1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1398.degrees latitude (g = 980.6199 gals.).
 NM1398
 NM1398.The modeled gravity was interpolated from observed gravity values.
 NM1398
 NM1398. The following values were computed from the NAD 83(1995) position.
 NM1398
 NM1398;                    North         East     Units Scale Factor Converg.
 NM1398;SPC NE       -   331,732.518   681,058.620   MT  0.99991446   +1 28 01.3
 NM1398;SPC NE       - 1,088,359.10  2,234,439.82   sFT  0.99991446   +1 28 01.3
 NM1398;SPC SD S     -    55,048.388   808,331.182   MT  1.00000804   +1 45 25.6
 NM1398;SPC SD S     -   180,604.59  2,651,999.89   sFT  1.00000804   +1 45 25.6
 NM1398;UTM  14      - 4,739,330.204   599,249.948   MT  0.99972119   +0 49 29.0
 NM1398
 NM1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1398!SPC NE       -   0.99991653  x   0.99991446  =   0.99983100
 NM1398!SPC SD S     -   0.99991653  x   1.00000804  =   0.99992457
 NM1398!UTM  14      -   0.99991653  x   0.99972119  =   0.99963774
 NM1398
 NM1398:                Primary Azimuth Mark                     Grid Az
 NM1398:SPC NE       -  SANTEE MRC AZ MK                         166 41 07.8
 NM1398:SPC SD S     -  SANTEE MRC AZ MK                         166 23 43.5
 NM1398:UTM  14      -  SANTEE MRC AZ MK                         167 19 40.1
 NM1398
 NM1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9924939330(NAD 83)
 NM1398
 NM1398|---------------------------------------------------------------------|
 NM1398| PID    Reference Object                     Distance      Geod. Az  |
 NM1398|                                                           dddmmss.s |
 NM1398| NM1401 SANTEE MRC AZ MK                                   1680909.1 |
 NM1398| NM1399 SANTEE MRC RM 1                      18.514 METERS 19251     |
 NM1398| NM1397 SANTEE MRC RM 2                      16.920 METERS 30700     |
 NM1398|---------------------------------------------------------------------|
 NM1398
 NM1398                          SUPERSEDED SURVEY CONTROL
 NM1398
 NM1398  NAD 83(1986)-  42 48 00.34519(N)    097 47 10.56275(W) AD(       ) 2
 NM1398  NAD 27      -  42 48 00.34100(N)    097 47 09.32300(W) AD(       ) 2
 NM1398  MORC        -  42 47 58.11000(N)    097 47 10.61000(W) AD(       ) 3
 NM1398  NGVD 29 (??/??/92)  557.872  (m)         1830.29   (f) ADJ UNCH    2 0
 NM1398  NGVD 29             557.87   (m)         1830.3    (f) LEVELING    3  
 NM1398
 NM1398.Superseded values are not recommended for survey control.
 NM1398
 NM1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1398.See file dsdata.pdf to determine how the superseded data were derived.
 NM1398
 NM1398_MARKER: DS = TRIANGULATION STATION DISK
 NM1398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1398_STAMPING: SANTEE MRC 1948
 NM1398_MARK LOGO: CGS
 NM1398_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1398
 NM1398  HISTORY     - Date     Condition        Report By
 NM1398  HISTORY     - 1889     MONUMENTED       MORC
 NM1398  HISTORY     - 1948     GOOD             CGS
 NM1398  HISTORY     - 1949     GOOD             CGS
 NM1398  HISTORY     - 1961     GOOD             CGS
 NM1398
 NM1398                          STATION DESCRIPTION
 NM1398
 NM1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1398'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF
 NM1398'LINDY, ON A HIGH RIDGE OVER-LOOKING THE MISSOURI RIVER VALLEY
 NM1398'TO THE NORTH.  IT IS 56 FEET EAST OF THE CENTERLINE OF A DIRT
 NM1398'ROAD, 34 FEET EAST OF A FENCELINE, AND 8 FEET WEST OF THE
 NM1398'BLUFF.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1398'SANTEE (MRC) 1948.  (NOTE--A STANDARD STATION DISK WAS SET
 NM1398'IN THE TOP OF A MRC PIPE, AND A SQUARE BLOCK OF CONCRETE
 NM1398'WAS POURED AROUND THE PIPE.)
 NM1398'
 NM1398'REFERENCE MARK NO. 1 IS 60.74 FEET SOUTHWEST OF THE STATION,
 NM1398'20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST
 NM1398'OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NM1398'IS STAMPED SANTEE (MRC) NO 1 1948.
 NM1398'
 NM1398'REFERENCE MARK NO. 2 IS 55.51 FEET NORTHWEST OF THE STATION,
 NM1398'20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST
 NM1398'OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NM1398'IS STAMPED SANTEE (MRC) NO 2 1948.
 NM1398'
 NM1398'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 50
 NM1398'YARDS WEST OF THE ROAD LEADING TO THE STATION, AND IS SET
 NM1398'IN AN EAST-WEST FENCE LINE.  THE DISK IS STAMPED SANTEE MRC
 NM1398'1948 AND PROJECTS 4 INCHES.
 NM1398'
 NM1398'TO REACH THE STATION FROM THE CROSS STREETS AT THE EAST EDGE
 NM1398'OF LINDY, GO NORTH ON THE MAIN ROAD FOR 5.15 MILES TO A CROSS
 NM1398'ROAD.  TURN RIGHT AND GO NORTH AND WEST FOR 0.95 MILE TO A
 NM1398'RIGHT-ANGLE TURN AND THE AZIMUTH MARK STRAIGHT AHEAD AS DESCRIBED.
 NM1398'FROM HERE TURN RIGHT AND GO NORTH AND WEST FOR 0.45 MILE TO THE
 NM1398'STATION ON THE RIGHT AS DESCRIBED.
 NM1398'
 NM1398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1398
 NM1398                          STATION RECOVERY (1949)
 NM1398
 NM1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1398'5.4 MI SE FROM SANTEE.
 NM1398'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1398'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1398'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, 0.05 MILE SOUTH OF A
 NM1398'RIGHT ANGLE TURN IN THE ROAD, ON A HIGH RIDGE OVERLOOKING THE
 NM1398'MISSOURI RIVER VALLEY TO THE NORTH, 56 FEET EAST OF THE CENTER
 NM1398'LINE OF THE ROAD, AND SET IN THE TOP OF AN IRON PIPE PROJECTING
 NM1398'0.4 FOOT ABOVE THE GROUND AND WHICH HAS A SQUARE BLOCK OF CONCRETE
 NM1398'POURED AROUND IT.
 NM1398
 NM1398                          STATION RECOVERY (1961)
 NM1398
 NM1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NM1398'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1398'IN GOOD CONDITION EXCEPT THE TWO REFERENCE MARKS WHICH WERE
 NM1398'SLIGHTLY EXPOSED ON ONE SIDE WHERE THE BACK SLOPE OF THE DITCH
 NM1398'GOES BY.  BOTH MARKS WERE SOLID IN THE GROUND, SO SOME DIRT
 NM1398'WAS PILED AND PACKED ON THE OPPOSITE SIDE.  THIS STATION AFFORDS
 NM1398'AN EXCELLENT VIEW OF THE LEWIS AND CLARKE LAKE WHICH WAS FORMED
 NM1398'BY GAVINS DAM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1399 ***********************************************************************
 NM1399  DESIGNATION -  SANTEE MRC RM 1
 NM1399  PID         -  NM1399
 NM1399  STATE/COUNTY-  NE/KNOX
 NM1399  COUNTRY     -  US
 NM1399  USGS QUAD   -  SANTEE (2017)
 NM1399
 NM1399                         *CURRENT SURVEY CONTROL
 NM1399  ______________________________________________________________________
 NM1399* NAD 83(1986) POSITION- 42 47 59.75   (N) 097 47 10.75   (W)   HD_HELD1
 NM1399* NAVD 88 ORTHO HEIGHT -   558.474 (meters)     1832.26  (feet) ADJUSTED
 NM1399  ______________________________________________________________________
 NM1399  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 NM1399  DYNAMIC HEIGHT  -        558.282 (meters)     1831.63  (feet) COMP
 NM1399  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 NM1399
 NM1399  VERT ORDER      -  SECOND    CLASS 0
 NM1399
 NM1399.The horizontal coordinates were determined by differentially corrected
 NM1399.hand held GPS observations or other comparable positioning techniques
 NM1399.and have an estimated accuracy of +/- 3 meters.
 NM1399
 NM1399.The orthometric height was determined by differential leveling and
 NM1399.adjusted by the NATIONAL GEODETIC SURVEY
 NM1399.in June 1991.
 NM1399
 NM1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1399.GEOID18 height accuracy estimate available here.
 NM1399
 NM1399.Click photographs - Photos may exist for this station.
 NM1399
 NM1399.The dynamic height is computed by dividing the NAVD 88
 NM1399.geopotential number by the normal gravity value computed on the
 NM1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1399.degrees latitude (g = 980.6199 gals.).
 NM1399
 NM1399.The modeled gravity was interpolated from observed gravity values.
 NM1399
 NM1399;                    North         East    Units  Estimated Accuracy
 NM1399;SPC NE       -   331,714.3     681,054.9     MT  (+/- 3 meters HH1 GPS) 
 NM1399
 NM1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9924639312(NAD 83)
 NM1399
 NM1399                          SUPERSEDED SURVEY CONTROL
 NM1399
 NM1399  NGVD 29 (??/??/92)  558.241  (m)         1831.50   (f) ADJ UNCH    2 0
 NM1399
 NM1399.Superseded values are not recommended for survey control.
 NM1399
 NM1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1399.See file dsdata.pdf to determine how the superseded data were derived.
 NM1399
 NM1399_MARKER: DR = REFERENCE MARK DISK
 NM1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1399_STAMPING: SANTEE MRC NO 1 1948
 NM1399_MARK LOGO: CGS
 NM1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1399+STABILITY: SURFACE MOTION
 NM1399
 NM1399  HISTORY     - Date     Condition        Report By
 NM1399  HISTORY     - 1948     MONUMENTED       CGS
 NM1399  HISTORY     - 1949     GOOD             CGS
 NM1399
 NM1399                          STATION DESCRIPTION
 NM1399
 NM1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1399'5.4 MI E FROM SANTEE.
 NM1399'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1399'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1399'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, ON THE CREST OF A RIDGE
 NM1399'OVERLOOKING THE MISSOURI RIVER TO THE NORTH, 60 FEET WEST OF
 NM1399'TRIANGULATION STATION SANTEE (MRC) 1948, 20 FEET EAST OF THE
 NM1399'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM1399'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1397 ***********************************************************************
 NM1397  DESIGNATION -  SANTEE MRC RM 2
 NM1397  PID         -  NM1397
 NM1397  STATE/COUNTY-  NE/KNOX
 NM1397  COUNTRY     -  US
 NM1397  USGS QUAD   -  SANTEE (2017)
 NM1397
 NM1397                         *CURRENT SURVEY CONTROL
 NM1397  ______________________________________________________________________
 NM1397* NAD 83(1986) POSITION- 42 48 00.67   (N) 097 47 11.16   (W)   HD_HELD1
 NM1397* NAVD 88 ORTHO HEIGHT -   556.463 (meters)     1825.66  (feet) ADJUSTED
 NM1397  ______________________________________________________________________
 NM1397  GEOID HEIGHT    -        -25.816 (meters)                     GEOID18
 NM1397  DYNAMIC HEIGHT  -        556.271 (meters)     1825.03  (feet) COMP
 NM1397  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 NM1397
 NM1397  VERT ORDER      -  SECOND    CLASS 0
 NM1397
 NM1397.The horizontal coordinates were determined by differentially corrected
 NM1397.hand held GPS observations or other comparable positioning techniques
 NM1397.and have an estimated accuracy of +/- 3 meters.
 NM1397
 NM1397.The orthometric height was determined by differential leveling and
 NM1397.adjusted by the NATIONAL GEODETIC SURVEY
 NM1397.in June 1991.
 NM1397
 NM1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1397.GEOID18 height accuracy estimate available here.
 NM1397
 NM1397.Click photographs - Photos may exist for this station.
 NM1397
 NM1397.The dynamic height is computed by dividing the NAVD 88
 NM1397.geopotential number by the normal gravity value computed on the
 NM1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1397.degrees latitude (g = 980.6199 gals.).
 NM1397
 NM1397.The modeled gravity was interpolated from observed gravity values.
 NM1397
 NM1397;                    North         East    Units  Estimated Accuracy
 NM1397;SPC NE       -   331,742.5     681,044.9     MT  (+/- 3 meters HH1 GPS) 
 NM1397
 NM1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9923639340(NAD 83)
 NM1397
 NM1397                          SUPERSEDED SURVEY CONTROL
 NM1397
 NM1397  NGVD 29 (??/??/92)  556.229  (m)         1824.89   (f) ADJ UNCH    2 0
 NM1397
 NM1397.Superseded values are not recommended for survey control.
 NM1397
 NM1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1397.See file dsdata.pdf to determine how the superseded data were derived.
 NM1397
 NM1397_MARKER: DR = REFERENCE MARK DISK
 NM1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1397_STAMPING: SANTEE MRC NO 2 1948
 NM1397_MARK LOGO: CGS
 NM1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1397+STABILITY: SURFACE MOTION
 NM1397
 NM1397  HISTORY     - Date     Condition        Report By
 NM1397  HISTORY     - 1948     MONUMENTED       CGS
 NM1397  HISTORY     - 1949     GOOD             CGS
 NM1397
 NM1397                          STATION DESCRIPTION
 NM1397
 NM1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1397'5.4 MI E FROM SANTEE.
 NM1397'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1397'HALL AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED
 NM1397'ROAD, THENCE 1.1 MILES EAST ALONG A DIRT ROAD, ON THE CREST OF A
 NM1397'RIDGE OVERLOOKING THE MISSOURI RIVER TO THE NORTH, 55 FEET
 NM1397'NORTHWEST OF TRIANGULATION STATION SANTEE (MRC) 1948, 20 FEET
 NM1397'EAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 NM1397'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1382 ***********************************************************************
 NM1382  FBN         -  This is a Federal Base Network Control Station.
 NM1382  DESIGNATION -  SANTEE RESET
 NM1382  PID         -  NM1382
 NM1382  STATE/COUNTY-  NE/KNOX
 NM1382  COUNTRY     -  US
 NM1382  USGS QUAD   -  SANTEE (2017)
 NM1382
 NM1382                         *CURRENT SURVEY CONTROL
 NM1382  ______________________________________________________________________
 NM1382* NAD 83(2011) POSITION- 42 48 29.46843(N) 097 51 35.38280(W)   ADJUSTED
 NM1382* NAD 83(2011) ELLIP HT-   486.713 (meters)        (06/27/12)   ADJUSTED
 NM1382* NAD 83(2011) EPOCH   -  2010.00
 NM1382* NAVD 88 ORTHO HEIGHT -   512.591 (meters)     1681.73  (feet) ADJUSTED
 NM1382  ______________________________________________________________________
 NM1382  GEOID HEIGHT    -        -25.888 (meters)                     GEOID18
 NM1382  NAD 83(2011) X  -   -640,922.402 (meters)                     COMP
 NM1382  NAD 83(2011) Y  - -4,642,786.945 (meters)                     COMP
 NM1382  NAD 83(2011) Z  -  4,312,223.922 (meters)                     COMP
 NM1382  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 NM1382  DYNAMIC HEIGHT  -        512.419 (meters)     1681.16  (feet) COMP
 NM1382  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 NM1382
 NM1382  VERT ORDER      -  SECOND    CLASS 0
 NM1382
 NM1382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1382  Standards:
 NM1382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1382  -------------------------------------------------------------------
 NM1382  NETWORK    0.28   0.73           0.12   0.11   0.37     -0.00767905
 NM1382  -------------------------------------------------------------------
 NM1382  Click here for local accuracies and other accuracy information.
 NM1382
 NM1382.The horizontal coordinates were established by GPS observations
 NM1382.and adjusted by the National Geodetic Survey in June 2012.
 NM1382
 NM1382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1382.been affixed to the stable North American tectonic plate. See 
 NM1382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1382
 NM1382.The horizontal coordinates are valid at the epoch date displayed above
 NM1382.which is a decimal equivalence of Year/Month/Day.
 NM1382
 NM1382.The orthometric height was determined by differential leveling and
 NM1382.adjusted by the NATIONAL GEODETIC SURVEY
 NM1382.in June 1991.
 NM1382
 NM1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1382.GEOID18 height accuracy estimate available here.
 NM1382
 NM1382.Click photographs - Photos may exist for this station.
 NM1382
 NM1382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1382
 NM1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1382
 NM1382.The ellipsoidal height was determined by GPS observations
 NM1382.and is referenced to NAD 83.
 NM1382
 NM1382.The dynamic height is computed by dividing the NAVD 88
 NM1382.geopotential number by the normal gravity value computed on the
 NM1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1382.degrees latitude (g = 980.6199 gals.).
 NM1382
 NM1382.The modeled gravity was interpolated from observed gravity values.
 NM1382
 NM1382. The following values were computed from the NAD 83(2011) position.
 NM1382
 NM1382;                    North         East     Units Scale Factor Converg.
 NM1382;SPC NE       -   332,479.644   675,021.226   MT  0.99991768   +1 25 05.8
 NM1382;SPC NE       - 1,090,810.30  2,214,632.14   sFT  0.99991768   +1 25 05.8
 NM1382;SPC SD S     -    55,765.111   802,289.547   MT  1.00000605   +1 42 22.9
 NM1382;SPC SD S     -   182,956.04  2,632,178.29   sFT  1.00000605   +1 42 22.9
 NM1382;UTM  14      - 4,740,144.858   593,222.536   MT  0.99970691   +0 46 29.5
 NM1382
 NM1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1382!SPC NE       -   0.99992368  x   0.99991768  =   0.99984136
 NM1382!SPC SD S     -   0.99992368  x   1.00000605  =   0.99992973
 NM1382!UTM  14      -   0.99992368  x   0.99970691  =   0.99963061
 NM1382
 NM1382:                Primary Azimuth Mark                     Grid Az
 NM1382:SPC NE       -  SANTEE AZ MK 2                           054 38 49.2
 NM1382:SPC SD S     -  SANTEE AZ MK 2                           054 21 32.1
 NM1382:UTM  14      -  SANTEE AZ MK 2                           055 17 25.5
 NM1382
 NM1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9322240144(NAD 83)
 NM1382
 NM1382|---------------------------------------------------------------------|
 NM1382| PID    Reference Object                     Distance      Geod. Az  |
 NM1382|                                                           dddmmss.s |
 NM1382| NM1383 SANTEE RM 1                          39.561 METERS 02630     |
 NM1382| NM1387 SANTEE AZ MK 2                                     0560355.0 |
 NM1382| NM1386 SANTEE AZ MK                                       0560325.8 |
 NM1382| NM1384 SANTEE RM 2                          36.916 METERS 13703     |
 NM1382| NM1901 SPRINGFIELD ST MARYS SCH TANK       APPROX. 5.5 KM 3283033.0 |
 NM1382| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX. 5.9 KM 3305748.9 |
 NM1382|---------------------------------------------------------------------|
 NM1382
 NM1382                          SUPERSEDED SURVEY CONTROL
 NM1382
 NM1382  NAD 83(2007)-  42 48 29.46846(N)    097 51 35.38359(W) AD(2002.00) 0
 NM1382  ELLIP H (02/10/07)  486.739  (m)                       GP(2002.00)    
 NM1382  ELLIP H (07/10/01)  486.718  (m)                       GP(       ) 4 1
 NM1382  NAD 83(1995)-  42 48 29.46834(N)    097 51 35.38338(W) AD(       ) A
 NM1382  ELLIP H (06/25/96)  486.773  (m)                       GP(       ) 1 1
 NM1382  NAD 83(1986)-  42 48 29.47772(N)    097 51 35.38043(W) AD(       ) 1
 NM1382  NAD 27      -  42 48 29.47500(N)    097 51 34.13800(W) AD(       ) 1
 NM1382  USSD        -  42 48 29.65000(N)    097 51 34.42700(W) AD(       ) 3
 NM1382  NAVD 88             512.59   (m)         1681.7    (f) LEVELING    3  
 NM1382  NGVD 29 (??/??/92)  512.368  (m)         1680.99   (f) ADJ UNCH    2 0
 NM1382  NGVD 29             512.37   (m)         1681.0    (f) LEVELING    3  
 NM1382
 NM1382.Superseded values are not recommended for survey control.
 NM1382
 NM1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1382.See file dsdata.pdf to determine how the superseded data were derived.
 NM1382
 NM1382_MARKER: DS = TRIANGULATION STATION DISK
 NM1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1382_STAMPING: SANTEE 1901 1940
 NM1382_MARK LOGO: CGS
 NM1382_PROJECTION: PROJECTING 6 CENTIMETERS
 NM1382_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1382+STABILITY: SURFACE MOTION
 NM1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1382+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2021
 NM1382
 NM1382  HISTORY     - Date     Condition        Report By
 NM1382  HISTORY     - 1901     MONUMENTED       CGS
 NM1382  HISTORY     - 1935     GOOD             CGS
 NM1382  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NM1382  HISTORY     - 1948     GOOD             CGS
 NM1382  HISTORY     - 1949     GOOD             CGS
 NM1382  HISTORY     - 1970     GOOD             NGS
 NM1382  HISTORY     - 1970     GOOD             NGS
 NM1382  HISTORY     - 1975     GOOD             NEDR
 NM1382  HISTORY     - 19950620 GOOD             NGS
 NM1382  HISTORY     - 19960724 GOOD             NGS
 NM1382  HISTORY     - 19970113 GOOD             NGS
 NM1382  HISTORY     - 20000510 GOOD             NGS
 NM1382  HISTORY     - 20170808 GOOD             NEGS
 NM1382  HISTORY     - 20210819 GOOD             NEGS
 NM1382
 NM1382                          STATION DESCRIPTION
 NM1382
 NM1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1382'NEAR THE NORTHEAST CORNER OF THE SE. 1/4 SEC. 26, T. 33 N.,
 NM1382'R. 5 W., ON THE RIGHT BANK OF THE MISSOURI RIVER, ON THE
 NM1382'CREST OF A HILL FORMING PART OF A RANGE WHICH EXTENDS FOR
 NM1382'MILES ALONG THE RIVER, AND THE HIGHEST POINT OF WHICH RANGE
 NM1382'VISIBLE FROM THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST.
 NM1382'THE STATION IS ON LAND BELONGING TO JOHN F. ROLLINS, WHO
 NM1382'LIVES IN A SMALL FRAME HOUSE IN A RAVINE ABOUT 0.4 MILE TO
 NM1382'THE WEST-SOUTHWEST.  THE NEAREST TOWNS TO THE STATION ARE
 NM1382'SANTEE, ABOUT 2.5 MILES TO THE NORTH-NORTHEAST, AND NIOBRARA,
 NM1382'ABOUT 13 MILES TO THE WEST-SOUTHWEST.  THE MAIN ROAD BETWEEN
 NM1382'THESE TWO TOWNS PASSES ABOUT 100 YARDS TO THE SOUTH OF THE
 NM1382'STATION.  THE STATION IS MARKED ON THE SURFACE BY AN
 NM1382'IRREGULAR-SHAPED FLAT-TOPPED ROCK ABOUT 11 INCHES IN DIAMETER AND 9
 NM1382'INCHES THICK, WITH A CROSS AND THE LETTERS U.S.C.S. CUT
 NM1382'IN ITS TOP.  UNDERNEATH THIS ROCK AND 2.25 FEET BELOW
 NM1382'ITS TOP IS A STONE JUG WITH A TACK IN THE CENTER OF ITS
 NM1382'CORK.
 NM1382
 NM1382                          STATION RECOVERY (1935)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1382'STATION RECOVERED MAY 2, 1935, IN GOOD CONDITION.  NEAR THE
 NM1382'NORTHEAST CORNER OF THE SOUTHEAST QUARTER SEC. 26, T. 33 N.,
 NM1382'R. 5 W., ABOUT 2.5 MILES SOUTH-SOUTHWEST OF SANTEE, 115 FEET
 NM1382'SOUTH OF AN EAST-AND-WEST FENCE LINE AND 130 YARDS NORTH-NORTHWEST
 NM1382'OF THE MAIN ROAD FROM NIOBRARA TO SANTEE.  THE SURFACE MARK,
 NM1382'A FLAT BLOCK OF LOCAL SANDSTONE WITH CHISELED CROSS AND THE
 NM1382'LETTERS U.S.C.S. ON TOP, ROUGHLY 1 FOOT SQUARE, IS SLIGHTLY
 NM1382'BELOW THE SURFACE OF GROUND BUT NOT, AT PRESENT, COVERED.
 NM1382'THERE IS A FENCE CORNER AT ABOUT THE CORRECT DISTANCE AND
 NM1382'AZIMUTH FROM THE STATION BUT THE CEDAR POST WAS NOT FOUND.
 NM1382'
 NM1382'TO REACH FROM NIOBRARA GO EAST ABOUT 5 MILES ON STATE HIGHWAY
 NM1382'12 TO FORK ABOUT 1/8 MILE EAST OF HIGHWAY BRIDGE OVER BAZILE
 NM1382'CREEK WHERE ROAD TO SANTEE LEAVES THE HIGHWAY, THENCE NORTHEAST
 NM1382'ON A WINDING ROAD ABOUT 7-1/2 MILES TO GATE AT TOP OF A HILL,
 NM1382'AND STATION AT HIGHEST PART OF THE HILL TO LEFT OF THE ROAD.
 NM1382'THIS GATE IS ABOUT 2 MILES NORTH OF DAN OCONNORS ANCHOR
 NM1382'RANCH.
 NM1382
 NM1382                          STATION RECOVERY (1940)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1382'STATION SANTEE IS 9-1/2 MILES EAST-NORTHEAST OF NIOBRARA,
 NM1382'2-1/2 MILES SOUTH OF THE VILLAGE OF SANTEE ON THE SUMMIT
 NM1382'OF A SMALL HILL, THE HIGHEST GROUND IN THE VICINITY ON THE
 NM1382'NORTH SIDE OF THE MAIN ROAD BETWEEN STATE HIGHWAY 12 AND THE
 NM1382'VILLAGE OF SANTEE.
 NM1382'
 NM1382'TO REACH FROM NIOBRARA GO EAST ON STATE ROUTE 12 FOR 5.0
 NM1382'MILES, OR 0.2 MILE AFTER CROSSING A SMALL STEEL BRIDGE, AND
 NM1382'TURN LEFT ON GRADED T-ROAD AS PER ROAD SIGN SANTEE, GO 0.55
 NM1382'MILE AND KEEP STRAIGHT AHEAD ON MAIN-TRAVELED ROAD AT T-ROAD
 NM1382'LEADING RIGHT, GO 6.35 MILES ON MAIN-TRAVELED ROAD NORTH
 NM1382'AND EAST TO THE TOP OF THE GRADE AND STATION ABOUT 225 YARDS
 NM1382'NORTH OF THE ROAD IN A FIELD.  TO REACH AZIMUTH MARK CONTINUE
 NM1382'EAST 0.5 MILE TO A HIGH POINT OF NEXT HILL AND AZIMUTH MARK
 NM1382'ON NORTH SIDE OF THE ROAD.
 NM1382'
 NM1382'THE OLD STATION MARKS, A STONE AND JUG, WERE REPLACED BY
 NM1382'MARKS AS DESCRIBED.  STATION MARK IS ON
 NM1382'HIGHEST POINT OF BARE RIDGE, 117 FEET SOUTH OF EAST-WEST
 NM1382'FENCE LINE, 4.3 FEET SOUTHEAST OF WHITE REFERENCE POST, IS
 NM1382'STAMPED SANTEE 1901, 1940, AND PROJECTS 4 INCHES.  SUB-SURFACE
 NM1382'MARK IS 38 INCHES UNDERGROUND.
 NM1382'
 NM1382'NEW REFERENCE MARKS WERE ESTABLISHED AS DESCRIBED.
 NM1382'NO. 1 IS 6 INCHES SOUTH OF EAST-WEST FENCE LINE, ABOUT
 NM1382'8 FEET LOWER THAN THE STATION, IS STAMPED SANTEE NO. 1 1940,
 NM1382'AND PROJECTS 4 INCHES.
 NM1382'
 NM1382'NO. 2 IS ON THE PEAK OF THE SAME RIDGE AS THE STATION MARK,
 NM1382'ABOUT 6 INCHES LOWER THAN THE STATION, IS STAMPED SANTEE
 NM1382'NO. 2 1940, AND PROJECTS 4 INCHES.
 NM1382'
 NM1382'ALSO AN AZIMUTH MARK WAS ESTABLISHED
 NM1382'AS FOLLOWS--
 NM1382'
 NM1382'AZIMUTH MARK IS 0.5 MILE NORTHEAST OF STATION NEAR THE HIGH
 NM1382'POINT OF A SMALL HILL WHICH IS SLIGHTLY LOWER THAN THE HILL
 NM1382'ON WHICH THE STATION IS LOCATED, AT TOP OF HIGH BACKSLOPE
 NM1382'ON NORTHWEST SIDE OF ROAD, 49 FEET NORTHWEST OF CENTERLINE
 NM1382'OF ROAD, 15 FEET HIGHER THAN ROADWAY, 3 FEET SOUTHWEST OF
 NM1382'WHITE REFERENCE POST, 6 INCHES NORTHWEST OF FENCE LINE, IS
 NM1382'STAMPED SANTEE 1940, AND PROJECTS 6 INCHES.
 NM1382'
 NM1382'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1382
 NM1382                          STATION RECOVERY (1948)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1382'THE STATION WAS RECOVERED AS RESET AND DESCRIBED BY K.B.J.
 NM1382'IN 1940 AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 NM1382'STAMPING DISTANCES AND DIRECTION OF THE STATION MARK, REFERENCE
 NM1382'MARKS AND AZIMUTH MARK WERE FOUND CORRECT, AND THE DESCRIPTION
 NM1382'OF HOW TO REACH THE STATION FROM NIOBRARA IS ADEQUATE.
 NM1382
 NM1382                          STATION RECOVERY (1949)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1382'2.6 MI SW FROM SANTEE.
 NM1382'2.65 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 NM1382'COMMUNITY HALL AT SANTEE, ON THE HIGHEST PEAK IN THE VICINITY,
 NM1382'168 YARDS (PACED) NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 NM1382'ROAD, 100 FEET EAST OF THE EDGE OF A RAVINE, 6.0 FEET NORTHEAST
 NM1382'OF A ROCK WHICH HAS U.S.G.S. INSCRIBED ON THE TOP OF IT, 4.7
 NM1382'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM1382'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 NM1382'IS 0.2 MILE SOUTHWEST OF BENCH MARK W 271.
 NM1382
 NM1382                          STATION RECOVERY (1970)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1382'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 NM1382'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 NM1382'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 NM1382'AND WAS RESET AT THE REQUEST OF THE NEBRASKA STATE HIGHWAY
 NM1382'DEPARTMENT.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 NM1382'MARKS WERE VERIFIED.  THE TO REACH AND DESCRIPTION WAS FOUND
 NM1382'ADEQUATE FOR RECOVERY.
 NM1382'
 NM1382'A NEW AZIMUTH MARK WAS SET.
 NM1382'
 NM1382'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK.
 NM1382'
 NM1382'AZIMUTH MARK, A STANDARD DISK STAMPED SANTEE 1901 1970, IS
 NM1382'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 NM1382'IT IS JUST SOUTH OF THE HIGHEST POINT OF HILL, 86 FEET
 NM1382'WEST OF THE CENTER OF THE NEW SURFACED ROAD, AND 1 FOOT SOUTH
 NM1382'OF A METAL WITNESS POST.
 NM1382'
 NM1382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR ABOUT
 NM1382'250 YARDS TO A SURFACED ROAD.  TURN LEFT AND GO NORTH ON
 NM1382'THE SURFACED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 NM1382'
 NM1382'NOTE--SANTEE 1940 AZIMUTH TO SANTEE 1970 AZIMUTH IS -2.3734
 NM1382'METERS.
 NM1382'
 NM1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NM1382'1/5 MILES SOUTH OF SANTEE.
 NM1382
 NM1382                          STATION RECOVERY (1970)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1382'RECOVERED IN GOOD CONDITION.
 NM1382
 NM1382                          STATION RECOVERY (1975)
 NM1382
 NM1382'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 NM1382'STATION, REF 1, REF 2 FOUND AS DESCRIBED IN GOOD CONDITION.
 NM1382'
 NM1382'NEAREST TOWN--SANTEE.
 NM1382
 NM1382                          STATION RECOVERY (1995)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1382'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-NORTHEAST OF NIOBRARA,
 NM1382'2.5 MI (4.0 KM) SOUTH OF SANTEE, 2.0 MI (3.2 KM) SOUTHEAST OF THE
 NM1382'MISSOURI RIVER, ABOUT 400 FT (121.9 M) NORTHWEST OF STATE ROAD 54D
 NM1382'SPUR, IN PASTURE LAND, AND ON PROPERTY OWNED BY THE SANTEE SIOUX TRIBE
 NM1382'OF NEBRASKA.  PERMISSION GRANTED BY MR. ALVIN TWISS, LAND MANAGER,
 NM1382'SANTEE SIOUX TRIBAL OFFICE, ROUTE 2, BOX 55, NIOBRARA, NEBRASKA,
 NM1382'68760.  TELEPHONE 402-857-3338.  TO REACH THE MARK FROM THE JUNCTION
 NM1382'OF STATE ROAD 54D SPUR AND STATE HIGHWAY 12, 5 MI (8.0 KM) EAST OF
 NM1382'NIOBRARA, GO NORTHEASTERLY ON STATE ROAD 54D SPUR FOR 6.35 MI (10.22
 NM1382'KM) TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND
 NM1382'IMMEDIATELY TURN RIGHT, PASSING THROUGH ANOTHER GATE. IMMEDIATELY TURN
 NM1382'LEFT AND GO NORTH ON A TRACK ROAD FOR 0.07 MI (0.11 KM) TO A SADDLE
 NM1382'ATOP A RIDGE.  TURN RIGHT AND GO EAST ACROSS THE PASTURE FOR 0.05 MI
 NM1382'(0.08 KM) TO THE MARK ON THE HIGHEST POINT OF THE HILL.  THE DISK IS
 NM1382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2
 NM1382'FT (6.1 CM) ABOVE THE GROUND SURFACE.  IT IS 179.1 M (587.6 FT)
 NM1382'WEST-SOUTHWEST OF THE EAST 1/4 CORNER, SEC26, T33N, R5W, 76.3 FT (23.3
 NM1382'M) NORTH OF A 2.5 FT (0.8 M) TALL, SAWN OFF, UTILITY POLE, 7.8 FT (2.4
 NM1382'M) EAST OF A SMALL ROSE COLORED GRANITE STONE, 2.5 FT (0.8 M) WEST OF
 NM1382'A WITNESS POST AND 2.5 FT (0.8 M) NORTH OF A TILTED BLOCK OF WHITE
 NM1382'GRANITE, THE OLD ORIGINAL SURFACE MARK, WITH THE LETTERS U S C S AND
 NM1382'AN-X-CHISELED IN IT.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE
 NM1382'MARK.  NOTE--PLEASE CLOSE ALL GATES YOU OPEN.
 NM1382
 NM1382                          STATION RECOVERY (1996)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1382'RECOVERED AS DESCRIBED.
 NM1382
 NM1382                          STATION RECOVERY (1997)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM1382'RECOVERED AS DESCRIBED.
 NM1382
 NM1382                          STATION RECOVERY (2000)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NM1382'RECOVERED AS DESCRIBED.
 NM1382
 NM1382                          STATION RECOVERY (2017)
 NM1382
 NM1382'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 NM1382'THE MARK IS LOCATED ABOUT 9.5 MI EAST-NORTHEAST OF NIOBRARA, 2.5 MI
 NM1382'SOUTH OF SANTEE, 2.0 SOUTHEAST OF THE MISSOURI RIVER, AND ABOUT 400 FT
 NM1382'NORTHWEST OF STATE SPUR 54D, IN PASTURE LAND AND ON PROPERTY OWNED BY
 NM1382'THE SANTEE SIOUX TRIBE OF NEBRASKA.  REFER TO 1995 RECOVERY NOTE FOR
 NM1382'PROPERTY CONTACT INFORMATION. 
 NM1382'TO REACH THE MARK FROM THE JUNCTION OF STATE HWY 12 AND STATE SPUR
 NM1382'54D, 5 MI EAST OF NIOBRARA, GO NORTHEASTERLY ON SPUR 54D FOR 6.35 MI
 NM1382'TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE AND IMMEDIATELY
 NM1382'TURN RIGHT AND PASS THROUGH ANOTHER GATE.  IMMEDIATELY TURN LEFT AND
 NM1382'GO NORTH ALONG 2-TRACK TRAIL FOR 0.07 MI TO A SADDLE ATOP A RIDGE. 
 NM1382'TURN RIGHT AND GO EAST THROUGH PASTURE FOR 0.05 MI TO THE MARK ON THE
 NM1382'HIGHEST POINT OF THE HILL.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NM1382'CONCRETE MONUMENT THAT PROJECTS 0.2 FT ABOVE THE GROUND SURFACE. 
 NM1382'IT IS 587.6 FT WEST-SOUTHWEST OF THE EAST 1/4 CORNER SEC26, T33N, R5W,
 NM1382'50.0 FT NORTH-NORTHWEST OF THE NORTH-MOST CORNER OF A 3 FT X 3 FT
 NM1382'CONCRETE SLAB THAT IS THE BASE FOR AN APPROX. 60 FT TALL, 3-SIDED,
 NM1382'METAL RADIO TOWER, 7.8 FT EAST OF A PARTIALLY EXPOSED SIOUX QUARTZITE
 NM1382'BOULDER, AND 2.5 FT WEST OF A ORANGE FIBERGLASS WITNESS POST.  A REBAR
 NM1382'WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK. 
 NM1382'NOTE--PLEASE CLOSE ALL GATES YOU OPEN.
 NM1382
 NM1382                          STATION RECOVERY (2021)
 NM1382
 NM1382'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 NM1382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1383 ***********************************************************************
 NM1383  DESIGNATION -  SANTEE RM 1
 NM1383  PID         -  NM1383
 NM1383  STATE/COUNTY-  NE/KNOX
 NM1383  COUNTRY     -  US
 NM1383  USGS QUAD   -  SANTEE (2017)
 NM1383
 NM1383                         *CURRENT SURVEY CONTROL
 NM1383  ______________________________________________________________________
 NM1383* NAD 83(1986) POSITION- 42 48 30.62   (N) 097 51 34.61   (W)   HD_HELD1
 NM1383* NAVD 88 ORTHO HEIGHT -   510.786 (meters)     1675.80  (feet) ADJUSTED
 NM1383  ______________________________________________________________________
 NM1383  GEOID HEIGHT    -        -25.888 (meters)                     GEOID18
 NM1383  DYNAMIC HEIGHT  -        510.614 (meters)     1675.24  (feet) COMP
 NM1383  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 NM1383
 NM1383  VERT ORDER      -  SECOND    CLASS 0
 NM1383
 NM1383.The horizontal coordinates were determined by differentially corrected
 NM1383.hand held GPS observations or other comparable positioning techniques
 NM1383.and have an estimated accuracy of +/- 3 meters.
 NM1383
 NM1383.The orthometric height was determined by differential leveling and
 NM1383.adjusted by the NATIONAL GEODETIC SURVEY
 NM1383.in June 1991.
 NM1383
 NM1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1383.GEOID18 height accuracy estimate available here.
 NM1383
 NM1383.Click photographs - Photos may exist for this station.
 NM1383
 NM1383.The dynamic height is computed by dividing the NAVD 88
 NM1383.geopotential number by the normal gravity value computed on the
 NM1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1383.degrees latitude (g = 980.6199 gals.).
 NM1383
 NM1383.The modeled gravity was interpolated from observed gravity values.
 NM1383
 NM1383;                    North         East    Units  Estimated Accuracy
 NM1383;SPC NE       -   332,515.6     675,037.9     MT  (+/- 3 meters HH1 GPS) 
 NM1383
 NM1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9323940180(NAD 83)
 NM1383
 NM1383                          SUPERSEDED SURVEY CONTROL
 NM1383
 NM1383  NGVD 29 (??/??/92)  510.563  (m)         1675.07   (f) ADJ UNCH    2 0
 NM1383
 NM1383.Superseded values are not recommended for survey control.
 NM1383
 NM1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1383.See file dsdata.pdf to determine how the superseded data were derived.
 NM1383
 NM1383_MARKER: DR = REFERENCE MARK DISK
 NM1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1383_STAMPING: SANTEE NO 1 1940
 NM1383_MARK LOGO: CGS
 NM1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1383+STABILITY: SURFACE MOTION
 NM1383
 NM1383  HISTORY     - Date     Condition        Report By
 NM1383  HISTORY     - 1940     MONUMENTED       CGS
 NM1383  HISTORY     - 1949     GOOD             CGS
 NM1383  HISTORY     - 1970     GOOD             NGS
 NM1383
 NM1383                          STATION DESCRIPTION
 NM1383
 NM1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1383'2.6 MI SW FROM SANTEE.
 NM1383'2.65 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 NM1383'COMMUNITY HALL AT SANTEE, ON THE HIGHEST PEAK IN THE VICINITY,
 NM1383'130 FEET NORTH OF AND ABOUT 8 FEET LOWER THAN TRIANGULATION
 NM1383'STATION SANTEE 1940, AND SET IN THE TOP OF A CONCRETE POST
 NM1383'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 NM1383'0.2 MILE SOUTHWEST OF BENCH MARK W 271.
 NM1383
 NM1383                          STATION RECOVERY (1970)
 NM1383
 NM1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1384 ***********************************************************************
 NM1384  DESIGNATION -  SANTEE RM 2
 NM1384  PID         -  NM1384
 NM1384  STATE/COUNTY-  NE/KNOX
 NM1384  COUNTRY     -  US
 NM1384  USGS QUAD   -  SANTEE (2017)
 NM1384
 NM1384                         *CURRENT SURVEY CONTROL
 NM1384  ______________________________________________________________________
 NM1384* NAD 83(1986) POSITION- 42 48 28.59   (N) 097 51 34.28   (W)   HD_HELD1
 NM1384* NAVD 88 ORTHO HEIGHT -   511.512 (meters)     1678.19  (feet) ADJUSTED
 NM1384  ______________________________________________________________________
 NM1384  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 NM1384  DYNAMIC HEIGHT  -        511.340 (meters)     1677.62  (feet) COMP
 NM1384  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 NM1384
 NM1384  VERT ORDER      -  SECOND    CLASS 0
 NM1384
 NM1384.The horizontal coordinates were determined by differentially corrected
 NM1384.hand held GPS observations or other comparable positioning techniques
 NM1384.and have an estimated accuracy of +/- 3 meters.
 NM1384
 NM1384.The orthometric height was determined by differential leveling and
 NM1384.adjusted by the NATIONAL GEODETIC SURVEY
 NM1384.in June 1991.
 NM1384
 NM1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1384.GEOID18 height accuracy estimate available here.
 NM1384
 NM1384.Click photographs - Photos may exist for this station.
 NM1384
 NM1384.The dynamic height is computed by dividing the NAVD 88
 NM1384.geopotential number by the normal gravity value computed on the
 NM1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1384.degrees latitude (g = 980.6199 gals.).
 NM1384
 NM1384.The modeled gravity was interpolated from observed gravity values.
 NM1384
 NM1384;                    North         East    Units  Estimated Accuracy
 NM1384;SPC NE       -   332,453.2     675,046.9     MT  (+/- 3 meters HH1 GPS) 
 NM1384
 NM1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9324740118(NAD 83)
 NM1384
 NM1384                          SUPERSEDED SURVEY CONTROL
 NM1384
 NM1384  NGVD 29 (??/??/92)  511.289  (m)         1677.45   (f) ADJ UNCH    2 0
 NM1384
 NM1384.Superseded values are not recommended for survey control.
 NM1384
 NM1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1384.See file dsdata.pdf to determine how the superseded data were derived.
 NM1384
 NM1384_MARKER: DR = REFERENCE MARK DISK
 NM1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1384_STAMPING: SANTEE NO 2 1940
 NM1384_MARK LOGO: CGS
 NM1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1384+STABILITY: SURFACE MOTION
 NM1384
 NM1384  HISTORY     - Date     Condition        Report By
 NM1384  HISTORY     - 1940     MONUMENTED       CGS
 NM1384  HISTORY     - 1949     GOOD             CGS
 NM1384  HISTORY     - 1970     GOOD             NGS
 NM1384
 NM1384                          STATION DESCRIPTION
 NM1384
 NM1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1384'2.6 MI SW FROM SANTEE.
 NM1384'2.65 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 NM1384'COMMUNITY HALL AT SANTEE, ON THE HIGHEST PEAK IN THE VICINITY,
 NM1384'120 FEET SOUTHWEST OF TRIANGULATION STATION SANTEE 1940, AND
 NM1384'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1384'GROUND.  NOTE-- THIS MARK IS 0.2 MILE SOUTHWEST OF BENCH MARK
 NM1384'W 271.
 NM1384
 NM1384                          STATION RECOVERY (1970)
 NM1384
 NM1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0384 ***********************************************************************
 MM0384  CBN         -  This is a Cooperative Base Network Control Station.
 MM0384  DESIGNATION -  SANTO RESET
 MM0384  PID         -  MM0384
 MM0384  STATE/COUNTY-  NE/LOGAN
 MM0384  COUNTRY     -  US
 MM0384  USGS QUAD   -  STAPLETON (2017)
 MM0384
 MM0384                         *CURRENT SURVEY CONTROL
 MM0384  ______________________________________________________________________
 MM0384* NAD 83(2011) POSITION- 41 25 21.36889(N) 100 32 17.27049(W)   ADJUSTED
 MM0384* NAD 83(2011) ELLIP HT-   924.173 (meters)        (06/27/12)   ADJUSTED
 MM0384* NAD 83(2011) EPOCH   -  2010.00
 MM0384* NAVD 88 ORTHO HEIGHT -   946.1   (meters)     3104.    (feet) GPS OBS
 MM0384  ______________________________________________________________________
 MM0384  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MM0384  GEOID HEIGHT    -        -21.654 (meters)                     GEOID93
 MM0384  GEOID HEIGHT    -        -21.914 (meters)                     GEOID18
 MM0384  NAD 83(2011) X  -   -876,108.682 (meters)                     COMP
 MM0384  NAD 83(2011) Y  - -4,709,565.509 (meters)                     COMP
 MM0384  NAD 83(2011) Z  -  4,198,341.838 (meters)                     COMP
 MM0384  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 MM0384
 MM0384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0384  Standards:
 MM0384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0384  -------------------------------------------------------------------
 MM0384  NETWORK    0.48   1.31           0.23   0.14   0.67     -0.05766749
 MM0384  -------------------------------------------------------------------
 MM0384  Click here for local accuracies and other accuracy information.
 MM0384
 MM0384.The horizontal coordinates were established by GPS observations
 MM0384.and adjusted by the National Geodetic Survey in June 2012.
 MM0384
 MM0384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0384.been affixed to the stable North American tectonic plate. See 
 MM0384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0384
 MM0384.The horizontal coordinates are valid at the epoch date displayed above
 MM0384.which is a decimal equivalence of Year/Month/Day.
 MM0384
 MM0384.The orthometric height was determined by GPS observations and a
 MM0384.high-resolution geoid model.
 MM0384
 MM0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0384.GEOID18 height accuracy estimate available here.
 MM0384
 MM0384.Click photographs - Photos may exist for this station.
 MM0384
 MM0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0384
 MM0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0384
 MM0384.The ellipsoidal height was determined by GPS observations
 MM0384.and is referenced to NAD 83.
 MM0384
 MM0384. The following values were computed from the NAD 83(2011) position.
 MM0384
 MM0384;                    North         East     Units Scale Factor Converg.
 MM0384;SPC NE       -   176,588.947   455,030.295   MT  0.99965965   -0 21 23.8
 MM0384;SPC NE       -   579,358.90  1,492,878.56   sFT  0.99965965   -0 21 23.8
 MM0384;UTM  14      - 4,586,813.251   371,468.667   MT  0.99980331   -1 01 04.0
 MM0384
 MM0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0384!SPC NE       -   0.99985506  x   0.99965965  =   0.99951476
 MM0384!UTM  14      -   0.99985506  x   0.99980331  =   0.99965840
 MM0384
 MM0384:                Primary Azimuth Mark                     Grid Az
 MM0384:SPC NE       -  SANTO RM 1 AZIMUTH                       090 23 14.0
 MM0384:UTM  14      -  SANTO RM 1 AZIMUTH                       091 02 54.2
 MM0384
 MM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7146886813(NAD 83)
 MM0384
 MM0384|---------------------------------------------------------------------|
 MM0384| PID    Reference Object                     Distance      Geod. Az  |
 MM0384|                                                           dddmmss.s |
 MM0384| CN9691 SANTO RM 1 AZIMUTH                                 0900150.2 |
 MM0384| CN9694 SANTO RM 4                            7.890 METERS 09751     |
 MM0384| CN9692 SANTO RM 2                           17.960 METERS 17739     |
 MM0384| CN9693 SANTO RM 3                          106.095 METERS 26923     |
 MM0384|---------------------------------------------------------------------|
 MM0384
 MM0384                          SUPERSEDED SURVEY CONTROL
 MM0384
 MM0384  NAD 83(2007)-  41 25 21.36875(N)    100 32 17.27148(W) AD(2002.00) 0
 MM0384  ELLIP H (02/10/07)  924.201  (m)                       GP(2002.00)    
 MM0384  ELLIP H (09/24/01)  924.181  (m)                       GP(       ) 4 1
 MM0384  NAD 83(1995)-  41 25 21.36842(N)    100 32 17.27116(W) AD(       ) B
 MM0384  ELLIP H (06/25/96)  924.215  (m)                       GP(       ) 1 1
 MM0384  NAD 83(1986)-  41 25 21.37392(N)    100 32 17.28030(W) AD(       ) 1
 MM0384  NAD 27      -  41 25 21.38200(N)    100 32 15.76900(W) AD(       ) 1
 MM0384  NGVD 29 (07/19/86)  944.9    (m)         3100.     (f) VERT ANG       
 MM0384
 MM0384.Superseded values are not recommended for survey control.
 MM0384
 MM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0384.See file dsdata.pdf to determine how the superseded data were derived.
 MM0384
 MM0384_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0384_STAMPING: SANTO 1933 1973
 MM0384_MARK LOGO: NGS
 MM0384_PROJECTION: RECESSED 46 CENTIMETERS
 MM0384_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0384+STABILITY: SURFACE MOTION
 MM0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0384+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 MM0384
 MM0384  HISTORY     - Date     Condition        Report By
 MM0384  HISTORY     - 1933     MONUMENTED       CGS
 MM0384  HISTORY     - 1972     SEE DESCRIPTION  USGS
 MM0384  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MM0384  HISTORY     - 1979     GOOD             NGS
 MM0384  HISTORY     - 19950522 GOOD             NGS
 MM0384  HISTORY     - 20150210 GOOD             JEOCON
 MM0384  HISTORY     - 20200212 GOOD             NEGS
 MM0384
 MM0384                          STATION DESCRIPTION
 MM0384
 MM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0384'ABOUT 17 MILES NORTHEAST OF NORTH PLATTE, AND 4 MILES SOUTH
 MM0384'BY WEST OF STAPLETON, IN SOUTHWEST QUARTER SEC. 22, T. 17 N.,
 MM0384'R. 28 W., IN NORTH RIGHT-OF-WAY FENCE OF COUNTY ROAD.  FIELD
 MM0384'TO NORTH BELONGS TO J.J. SANTO WHO LIVES NORTH OF STATION.
 MM0384'
 MM0384'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183 NORTH 1.6
 MM0384'MILES, THENCE EAST ON STATE HIGHWAY 16.  FOLLOW STATE HIGHWAY
 MM0384'16 EAST AND NORTH 20.0 MILES TO SPOT WHERE IT TURNS EAST
 MM0384'ON COUNTY LINE.  CONTINUE EAST ON STATE HIGHWAY 16 FOR 4.0
 MM0384'MILES TO ROAD LEADING NORTH JUST WEST OF WHITE HOUSE ON SOUTH
 MM0384'SIDE OF ROAD.  FOLLOW THIS ROAD NORTH 2.0 MILES, THENCE EAST
 MM0384'0.1 MILE TO TOP OF SLIGHT GRADE AND STATION.  STATION IS IN
 MM0384'NORTH RIGHT-OF-WAY FENCE 30 FEET NORTH OF CENTERLINE OF COUNTY
 MM0384'ROAD, MARK IS 4 INCHES ABOVE GROUND.
 MM0384'
 MM0384'REFERENCE MARK NO. 1 IS EAST OF STATION, ON FENCE LINE
 MM0384'ABOUT 20 FEET NORTH OF CENTERLINE OF ROAD, APPROXIMATELY 150
 MM0384'FEET NORTHWEST OF WINDMILL.
 MM0384'
 MM0384'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 20 FEET
 MM0384'SOUTH OF CENTERLINE OF ROAD IN SOUTH RIGHT-OF-WAY FENCE.
 MM0384'REFERENCE MARK NO. 3 (NOTE 11A) IS WEST OF STATION, 37 FEET
 MM0384'NORTHEAST OF T-ROAD INTERSECTION, 7 FEET EAST OF SOUTHWEST
 MM0384'CORNER OF FIELD, 1 FOOT NORTH OF FENCE LINE.
 MM0384'
 MM0384'HEIGHT OF LIGHT ABOVE STATION MARK - 8.815 METERS.
 MM0384
 MM0384                          STATION RECOVERY (1972)
 MM0384
 MM0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 MM0384'THE SURFACE STA. MK., REF. MK. 3 AND THE AZ. MK. WERE FOUND
 MM0384'IN GOOD CONDITION.  HOWEVER IT APPEARS THAT THE STA. MK. MAY
 MM0384'HAVE BEEN MOVED ABOUT 25 FT. E-SEE FROM THE ORIGINAL POSITION.
 MM0384'THE AZ. MK. MAY HAVE ALSO BEEN MOVED.  THE ARROW ON THE MARK
 MM0384'POINTS TO THE NORTH.  REF. MK. 3 APPEARS TO BE IN ORIGINAL
 MM0384'POSITION.  REF. MK. 2 WAS NOT FOUND.
 MM0384'
 MM0384'THE TAPED DISTANCE, STA. MK. TO REF. MK. 3 IS NOW 373.85 FT.
 MM0384
 MM0384                          STATION RECOVERY (1973)
 MM0384
 MM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0384'THE UNDERGROUND DISK REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED.
 MM0384'HOWEVER THE SURFACE STATION MARK WAS RECOVERED, BUT 7.890
 MM0384'METERS EAST OF THE UNDERGROUND DISK.  THE STATION MARK WAS
 MM0384'RESTAMPED AND USED AS A REFERENCE MARK AT THIS TIME.  THE
 MM0384'ARROW ON REFERENCE MARK 1 IS POINTING 90 DEGREES AWAY FROM
 MM0384'THE STATION.  IT IS BELIEVED THAT THE SURFACE MARK AND REFERENCE
 MM0384'MARK 1 HAVE BEEN RESET.  HOWEVER THE PROPERTY OWNER SAID THAT
 MM0384'THE MARKS HAD BEEN IN THE SAME PLACE FOR YEARS.  THE DISTANCES
 MM0384'AND DIRECTIONS TO REFERENCE MARKS 2 AND 3 COMPARED FAVORABLY
 MM0384'WITH THE 1933 DATA AND USING THE UNDERGROUND DISK.  A NEW
 MM0384'SURFACE MARK WAS SET OVER THE 1933 UNDERGROUND DISK AT THIS
 MM0384'TIME.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 MM0384'
 MM0384'THE STATION IS LOCATED ABOUT 9 MILES EAST OF LOGAN AND MC PHERSON
 MM0384'COUNTY LINE, 4 MILES SOUTH-SOUTHWEST OF STAPLETON, 2 MILES WEST
 MM0384'OF THE JUNCTION OF U.S. HIGHWAY 83 AND 70 AND ON PROPERTY
 MM0384'OWNED BY MR. FRANISH HALL.
 MM0384'
 MM0384'TO REACH THE STATION FROM THE POST OFFICE IN STAPLETON GO
 MM0384'EAST ON STATE HIGHWAY 92 FOR 0.5 MILE TO THE JUNCTION OF
 MM0384'STATE HIGHWAY 92 AND U.S. HIGHWAY 83.  TURN RIGHT AND GO SOUTH
 MM0384'ON U.S. HIGHWAY 83 FOR 4.1 MILES TO THE JUNCTION OF U.S. HIGHWAY
 MM0384'83, STATE HIGHWAYS 70, 92 AND GRAVELED ROAD RIGHT.  TURN RIGHT
 MM0384'AND GO WEST ON GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK
 MM0384'ON THE RIGHT.  CONTINUE WEST ON GRAVELED ROAD FOR 0.8 MILE TO
 MM0384'THE STATION ON THE RIGHT.
 MM0384'
 MM0384'THE STATION MARK IS A STANDARD DISK STAMPED SANTO 1933 1973,
 MM0384'SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT IS 12 INCHES
 MM0384'BELOW THE GROUND.  IT IS 27 FEET NORTH OF CENTER OF THE GRAVELED
 MM0384'ROAD, 24 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MM0384'AND 21 FEET WEST OF A FENCE.
 MM0384'
 MM0384'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANTO NO 2 1933,
 MM0384'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 MM0384'3 INCHES BELOW THE GROUND.  IT IS 32 FEET SOUTH OF THE CENTER
 MM0384'OF THE GRAVELED ROAD, 60 FEET SOUTH OF THE METAL WITNESS POST
 MM0384'WITH SIGN ATTACHED AND 1 FOOT SOUTH OF A FENCE.
 MM0384'
 MM0384'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SANTO NO 3 1933,
 MM0384'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0384'IS 4 INCHES BELOW THE GROUND.  IT IS 34 FEET NORTH OF THE
 MM0384'GRAVELED ROAD, 6 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH
 MM0384'OF METAL WITNESS POST.
 MM0384'
 MM0384'REFERENCE MARK 4 IS A STANDARD STATION MARK DISK STAMPED SANTO
 MM0384'REF TRI NO 4 1933 1973, SET IN THE TOP OF A 12-INCH SQUARE
 MM0384'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.
 MM0384'THE DISK HAS A ARROW CHISELED IN THE CENTER OF THE DISK
 MM0384'POINTING TO THE STATION.  IT IS 23 FEET NORTH OF THE CENTER
 MM0384'OF THE GRAVELED ROAD, 5 FEET EAST OF THE FENCE AND 1.5 FEET
 MM0384'EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 MM0384'
 MM0384'REFERENCE MARK 1 IS A STANDARD DISK USED AS A AZIMUTH MARK AND
 MM0384'IS STAMPED SANTO NO 1 1933, SET IN THE TOP OF A 12-INCH SQUARE
 MM0384'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT
 MM0384'IS 25 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET
 MM0384'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET
 MM0384'SOUTH OF THE FENCE.
 MM0384'
 MM0384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 MM0384'SOUTH-SOUTHWEST OF STAPLETON.
 MM0384
 MM0384                          STATION RECOVERY (1979)
 MM0384
 MM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MM0384'ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1973.  A
 MM0384'NEW WITNESS POST WAS SET AT REFERENCE MARK 1, WHICH SERVES AS THE
 MM0384'AZIMUTH MARK.  THE NEW POST WAS SET AT THE SAME LOCATION OF THE OLD
 MM0384'ONE WHICH HAD BEEN DAMAGED.  ADDITIONALLY, THE DATE---1973--- WAS
 MM0384'STAMPED ON THE DISK OF REFERENCE MARK 1 SINCE IT WAS RE-ESTABLISHED IN
 MM0384'1973.
 MM0384
 MM0384                          STATION RECOVERY (1995)
 MM0384
 MM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0384'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF THE LOGAN-MCPHERSON
 MM0384'COUNTY LINE, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF STAPLETON, 2.0 MI (3.2
 MM0384'KM) NORTH OF THE LINCOLN-LOGAN COUNTY LINE, IN THE WEST EDGE OF A FARM
 MM0384'LANE, IN THE SW1/4, SEC22, T17N, R28W, ON PROPERTY OWNED BY LAMOINE
 MM0384'HALL.  THE PROPERTY IS MANAGED BY THE FIRST COMMERCIAL FARM AND RANCH
 MM0384'MANAGEMENT COMPANY, P.O. BOX 82408, LINCOLN, NEBRASKA AND FARMED BY
 MM0384'MR. STANLEY BURNSIDE, TELEPHONE 308-636-2654.  PERMISSION WAS OBTAINED
 MM0384'FROM GARY GREDER, MANAGER FOR THIS PROPERTY WHO IS IN NORTH PLATTE,
 MM0384'NEBRASKA, TELEPHONE 308-532-8407.  TO REACH THE MARK FROM THE SOUTH
 MM0384'JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 92, ABOUT 4.0 MI (6.4
 MM0384'KM) SOUTH OF STAPLETON, GO WEST ON A BLADED COUNTY ROAD FOR 1.9 MI
 MM0384'(3.1 KM) TO THE MARK ON THE RIGHT, ABOUT 300 FT (91.4 M) EAST OF WHERE
 MM0384'THE ROAD CURVES LEFT, AND SOUTH, AND IN THE WEST EDGE OF A DRIVE
 MM0384'LEADING NORTH TO A RANCH HOUSE.  THE DISK IS SET INTO THE TOP OF A
 MM0384'ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 1.5 FT (0.5 M) BELOW
 MM0384'THE SURFACE OF THE DRIVEWAY.  IT IS 88.0 FT (26.8 M) NORTHEAST OF A
 MM0384'UTILITY POLE, 66.0 FT (20.1 M) NORTH-NORTHEAST OF A CABLE JUNCTION BOX
 MM0384'POLE, 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF THE ROAD, 24.0 FT
 MM0384'(7.3 M) WEST-NORTHWEST OF A METAL WITNESS POST AND 3.0 FT (0.9 M)
 MM0384'NORTH OF THE EXTENSION OF A FENCE LINE LEADING EAST. TWO SMALL, ROUND,
 MM0384'MAGNETS WERE PLACED AT THE NORTH SIDE OF THE MARK. NOTE--IN WET
 MM0384'WEATHER A 4WD VEHICLE IS RECOMMENDED TO REACH THE MARK.
 MM0384
 MM0384                          STATION RECOVERY (2015)
 MM0384
 MM0384'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0384'RECOVERED IN GOOD CONDITION.
 MM0384
 MM0384                          STATION RECOVERY (2020)
 MM0384
 MM0384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MM0384'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83, STATE HIGHWAY 92 AND
 MM0384'STATE SPUR 57A, EAST OF STAPLETON NEBRASKA, PROCEED SOUTH ON U.S.
 MM0384'HIGHWAY 83 APPROXIMATELY 3.99 MI (6.42 KM) TO AN INTERSECTION NAMED
 MM0384'U.S. HIGHWAY 83, STATE HIGHWAY 92 EAST AND COUNTY ROAD 30.  TURN RIGHT
 MM0384'(WEST) ON COUNT ROAD 30 AND PROCEED WEST APPROXIMATELY 1.90 MI (3.06
 MM0384'KM) TO THE MARK LOCATED NORTH OF THE COUNTY ROAD AND IN A HOUSE
 MM0384'DRIVEWAY LEADING NORTH.
 MM0384'
 MM0384'IT IS 34.1 FT (10.4 M) EAST OF TOP T POST (EASTERN MOST OF 3 STAKING
 MM0384'CEDAR TREES), 105.3 FT (32.1 M) SOUTHWEST OF ALUMINUM TAG ON THE EAST
 MM0384'SIDE OF A POWER POLE, 66.45 FT (20.3 M) SOUTH-SOUTHWEST THE TOP CENTER
 MM0384'OF A TELEPHONE PEDESTAL, 58.92 FT (18.0 M) NORTH OF REFERENCE MARK NO.
 MM0384'2, 25.89 FT (7.9 M) WEST-SOUTHWEST OF REFERENCE MARK NO. 4, 24.2 FT
 MM0384'(7.4 M) WEST OF A STEEL WITNESS POST AND 2.0 FT (0.6 M) WEST OF THE
 MM0384'CENTERLINE OF THE HOUSE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1021 ***********************************************************************
 LH1021  DESIGNATION -  SAPPA
 LH1021  PID         -  LH1021
 LH1021  STATE/COUNTY-  NE/HARLAN
 LH1021  COUNTRY     -  US
 LH1021  USGS QUAD   -  STAMFORD SE (2017)
 LH1021
 LH1021                         *CURRENT SURVEY CONTROL
 LH1021  ______________________________________________________________________
 LH1021* NAD 83(1995) POSITION- 40 04 38.45472(N) 099 32 02.25381(W)   ADJUSTED
 LH1021* NAVD 88 ORTHO HEIGHT -   684.    (meters)     2244.    (feet) SCALED
 LH1021  ______________________________________________________________________
 LH1021  GEOID HEIGHT    -        -24.997 (meters)                     GEOID18
 LH1021  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 LH1021  HORZ ORDER      -  FIRST
 LH1021
 LH1021.The horizontal coordinates were established by classical geodetic methods
 LH1021.and adjusted by the National Geodetic Survey in August 1997.
 LH1021
 LH1021.The orthometric height was scaled from a topographic map.
 LH1021
 LH1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1021.GEOID18 height accuracy estimate available here.
 LH1021
 LH1021.Click photographs - Photos may exist for this station.
 LH1021
 LH1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1021
 LH1021. The following values were computed from the NAD 83(1995) position.
 LH1021
 LH1021;                    North         East     Units Scale Factor Converg.
 LH1021;SPC NE       -    27,201.638   539,750.519   MT  0.99996594   +0 18 31.8
 LH1021;SPC NE       -    89,244.04  1,770,831.49   sFT  0.99996594   +0 18 31.8
 LH1021;UTM  14      - 4,436,478.791   454,472.741   MT  0.99962552   -0 20 37.6
 LH1021
 LH1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1021!SPC NE       -   0.99989659  x   0.99996594  =   0.99986253
 LH1021!UTM  14      -   0.99989659  x   0.99962552  =   0.99952215
 LH1021
 LH1021:                Primary Azimuth Mark                     Grid Az
 LH1021:SPC NE       -  SAPPA AZ MK 2                            102 40 24.6
 LH1021:UTM  14      -  SAPPA AZ MK 2                            103 19 34.0
 LH1021
 LH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5447236478(NAD 83)
 LH1021
 LH1021|---------------------------------------------------------------------|
 LH1021| PID    Reference Object                     Distance      Geod. Az  |
 LH1021|                                                           dddmmss.s |
 LH1021| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX. 9.3 KM 0460837.5 |
 LH1021| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX. 9.7 KM 0471624.1 |
 LH1021| CN9696 SAPPA AZ MK 2                                      1025856.4 |
 LH1021| CN9695 SAPPA AZ MK                                        1095206.0 |
 LH1021| CN9697 SAPPA RM 1                           26.300 METERS 14309     |
 LH1021| CN9698 SAPPA RM 2                           16.410 METERS 23803     |
 LH1021| LH1019 STAMFORD MUNICIPAL TANK             APPROX. 8.0 KM 3213801.4 |
 LH1021|---------------------------------------------------------------------|
 LH1021
 LH1021                          SUPERSEDED SURVEY CONTROL
 LH1021
 LH1021  NAD 83(1986)-  40 04 38.45906(N)    099 32 02.25535(W) AD(       ) 1
 LH1021  NAD 27      -  40 04 38.42600(N)    099 32 00.87600(W) AD(       ) 1
 LH1021
 LH1021.Superseded values are not recommended for survey control.
 LH1021
 LH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1021.See file dsdata.pdf to determine how the superseded data were derived.
 LH1021
 LH1021_MARKER: DS = TRIANGULATION STATION DISK
 LH1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1021
 LH1021  HISTORY     - Date     Condition        Report By
 LH1021  HISTORY     - 1935     MONUMENTED       CGS
 LH1021  HISTORY     - 1948     GOOD             CGS
 LH1021
 LH1021                          STATION DESCRIPTION
 LH1021
 LH1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1021'THE STATION IS 4 MILES WEST AND 4 MILES SOUTH OF ORLEANS, NEBRASKA,
 LH1021'AND 4 MILES SOUTH AND 3 MILES EAST OF STAMFORD, NEBRASKA.  IT IS
 LH1021'ON THE TOP OF A SMALL PROMINENT HILL KNOWN LOCALLY AS SAPPA PEAK.
 LH1021'THE LAND ON WHICH THE STATION IS LOCATED IS OWNED BY MR. LOUIS
 LH1021'LOCKERT OF ORLEANS.  THE STATION IS IN THE SW 1/4 SW 1/4 OF SEC.
 LH1021'1, T. 1 N., R. 20 W.  IT PROJECTS 6 INCHES.
 LH1021'
 LH1021'THE STATION MARK IS ON THE TOP OF SAPPA PEAK, 0.1
 LH1021'MILE NORTH OF AN EAST-WEST GRADED SECTION-LINE ROAD, AND 0.1 MILE
 LH1021'EAST OF A NORTH-SOUTH SECTION-LINE FENCE.  IT PROJECTS 6 INCHES.
 LH1021'
 LH1021'THE STATION MAY BE REACHED FROM THE CHICAGO, BURLINGTON AND QUINCY
 LH1021'RAILROAD DEPOT IN ORLEANS, NEBRASKA, BY DRIVING NORTHERLY ALONG THE
 LH1021'EAST SIDE OF THE RAILROAD 0.3 MILE TO A RAILROAD GRADE CROSSING,
 LH1021'TURN LEFT (WEST) ACROSS THE RAILROAD, DRIVE WEST ON STATE HIGHWAY
 LH1021'89 FOR 0.9 MILE TO A JOG TO THE NORTH ACROSS THE RAILROAD, TURN
 LH1021'NORTH ACROSS TRACKS THEN WEST KEEPING THE HIGHWAY FOR 1.9 MILES
 LH1021'TO A ROAD T-INTERSECTION, STEM SOUTH (T-INTERSECTION OF STATE
 LH1021'HIGHWAY 89 AND GRADED SECTION-LINE ROAD, THIS POINT IS 4.0
 LH1021'MILES EAST OF THE MAIN CORNER IN STAMFORD, NEBRASKA).  TURN SOUTH ON
 LH1021'TO THE SECTION-LINE ROAD, DRIVE SOUTH 4.0 MILES TO A
 LH1021'SECTION-LINE ROAD T-INTERSECTION STEM WEST, TURN RIGHT (WEST)
 LH1021'AND DRIVE 1.0 MILE TO A FENCE T-INTERSECTION STEM NORTH (AZIMUTH
 LH1021'MARK 0.5 MILE EAST OF THIS FENCE INTERSECTION ON THE NORTH SIDE
 LH1021'OF THE ROAD), PASS THROUGH A LET-DOWN WIRE GATE IN THE EAST
 LH1021'BAR OF THE FENCE T, DRIVE 0.1 MILE DUE NORTH ALONG THE EAST
 LH1021'SIDE OF THE FENCE THEN TURN DUE EAST UP THE HILL TO THE TOP AND
 LH1021'THE STATION.
 LH1021'
 LH1021'REFERENCE MARK NO. 1 LIES SOUTHEAST OF THE STATION.  IT
 LH1021'PROJECTS 6 INCHES.
 LH1021'
 LH1021'REFERENCE MARK NO. 2 LIES SOUTHWEST OF THE STATION.  IT
 LH1021'PROJECTS 6 INCHES.
 LH1021'
 LH1021'THE AZIMUTH MARK, NOTE 11A, LIES EAST-SOUTHEAST OF THE STATION.  IT
 LH1021'IS 36 FEET NORTH OF THE CENTERLINE OF THE GRADED SECTION-LINE ROAD
 LH1021'MENTIONED IN THE STATION MARK DESCRIPTION AND 2 FEET NORTH OF THE
 LH1021'NORTH ROAD RIGHT-OF-WAY FENCE.  IT PROJECTS 6 INCHES.
 LH1021'
 LH1021'A 10-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LH1021'
 LH1021'ELEVATION 2240 FEET.
 LH1021
 LH1021                          STATION RECOVERY (1948)
 LH1021
 LH1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 LH1021'STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 LH1021'A NEW AZIMUTH MARK WAS SET ON THE SOUTHSIDE OF THE ROAD.
 LH1021'
 LH1021'(OFFICE NOTE) STAMPING AND CHARACTER OF NEW AZIMUTH MARK NOT
 LH1021'INDICATED IN RECORDS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0703 ***********************************************************************
 NN0703  DESIGNATION -  SARATOGA
 NN0703  PID         -  NN0703
 NN0703  STATE/COUNTY-  NE/HOLT
 NN0703  COUNTRY     -  US
 NN0703  USGS QUAD   -  ATKINSON NE (2017)
 NN0703
 NN0703                         *CURRENT SURVEY CONTROL
 NN0703  ______________________________________________________________________
 NN0703* NAD 83(1995) POSITION- 42 44 06.86049(N) 098 52 25.00955(W)   ADJUSTED
 NN0703* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 NN0703  ______________________________________________________________________
 NN0703  GEOID HEIGHT    -        -24.942 (meters)                     GEOID18
 NN0703  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 NN0703  HORZ ORDER      -  FIRST
 NN0703
 NN0703.The horizontal coordinates were established by classical geodetic methods
 NN0703.and adjusted by the National Geodetic Survey in August 1997.
 NN0703
 NN0703.The orthometric height was scaled from a topographic map.
 NN0703
 NN0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0703.GEOID18 height accuracy estimate available here.
 NN0703
 NN0703.Click photographs - Photos may exist for this station.
 NN0703
 NN0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0703
 NN0703. The following values were computed from the NAD 83(1995) position.
 NN0703
 NN0703;                    North         East     Units Scale Factor Converg.
 NN0703;SPC NE       -   322,811.361   592,227.178   MT  0.99988938   +0 44 47.2
 NN0703;SPC NE       - 1,059,090.27  1,942,998.67   sFT  0.99988938   +0 44 47.2
 NN0703;UTM  14      - 4,731,421.966   510,345.655   MT  0.99960132   +0 05 08.8
 NN0703
 NN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0703!SPC NE       -   0.99990586  x   0.99988938  =   0.99979525
 NN0703!UTM  14      -   0.99990586  x   0.99960132  =   0.99950722
 NN0703
 NN0703:                Primary Azimuth Mark                     Grid Az
 NN0703:SPC NE       -  SARATOGA AZ MK 2                         070 55 31.4
 NN0703:UTM  14      -  SARATOGA AZ MK 2                         071 35 09.8
 NN0703
 NN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1034531421(NAD 83)
 NN0703
 NN0703|---------------------------------------------------------------------|
 NN0703| PID    Reference Object                     Distance      Geod. Az  |
 NN0703|                                                           dddmmss.s |
 NN0703| NN0711 BUTTE MUNICIPAL TANK                APPROX.19.9 KM 0060243.4 |
 NN0703| NN0697 SPENCER MUNICIPAL TANK              APPROX.20.6 KM 0425016.0 |
 NN0703| NN0696 SPENCER ST MARYS CATH CH SPIRE      APPROX.20.9 KM 0431836.2 |
 NN0703| NN0705 SARATOGA AZ MK 2                    APPROX. 1.7 KM 0714018.6 |
 NN0703| NN0704 SARATOGA AZ MK                      APPROX. 1.7 KM 0715001.8 |
 NN0703| CO4465 SARATOGA RM 1                        22.092 METERS 07243     |
 NN0703| CO4466 SARATOGA RM 2                        27.032 METERS 18303     |
 NN0703|---------------------------------------------------------------------|
 NN0703
 NN0703                          SUPERSEDED SURVEY CONTROL
 NN0703
 NN0703  NAD 83(1986)-  42 44 06.86764(N)    098 52 25.01635(W) AD(       ) 1
 NN0703  NAD 27      -  42 44 06.86400(N)    098 52 23.68700(W) AD(       ) 1
 NN0703
 NN0703.Superseded values are not recommended for survey control.
 NN0703
 NN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0703.See file dsdata.pdf to determine how the superseded data were derived.
 NN0703
 NN0703_MARKER: DS = TRIANGULATION STATION DISK
 NN0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0703
 NN0703  HISTORY     - Date     Condition        Report By
 NN0703  HISTORY     - 1940     MONUMENTED       CGS
 NN0703  HISTORY     - 1949     GOOD             CGS
 NN0703  HISTORY     - 1978     GOOD             NGS
 NN0703
 NN0703                          STATION DESCRIPTION
 NN0703
 NN0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0703'STATION SARATOGA IS 12-1/4 MILES SOUTH BY EAST OF THE TOWN OF BUTTE,
 NN0703'13-1/2 MILES SOUTHWEST OF SPENCER AND 15 MILES NORTH-NORTHEAST OF
 NN0703'ATKINSON, AT A SECTION-LINE RIGHT-OF-WAY, ON THE HIGHEST GROUND IN THE
 NN0703'VICINITY, 0.35 MILE SOUTH OF THE NORTHWEST CORNER OF SEC. 20, T. 32
 NN0703'N., R. 13 W.
 NN0703'
 NN0703'TO REACH FROM BUTTE GO WEST ON STATE HIGHWAY 12 FOR 0.5 MILE AND TURN
 NN0703'LEFT (SOUTH) ON FIRST SECTION-LINE ROAD, GO 4.65, MILES TO THE BRIDGE
 NN0703'ACROSS THE NIOBRARA RIVER, CONTINUE SOUTH, KEEPING MAIN RIGHT FORK
 NN0703'AFTER CROSSING THE RIVER, FOR 7.3 MILES, 2.45 MILES AFTER CROSSING
 NN0703'CREEK ON WHITE WOODEN BRIDGE, AND TURN RIGHT (WEST) ON UNGRADED
 NN0703'SECTION-LINE RIGHT-OF-WAY (AZIMUTH MARK IS IN THE NORTHWEST ANGLE AT
 NN0703'THIS CROSSROADS), GO 1.0 MILE AND TURN LEFT (SOUTH) ON UNGRADED
 NN0703'SECTION-LINE RIGHT-OF-WAY, GO 0.35 MILE TO STATION ON WEST SIDE OF
 NN0703'ROAD AT TOP OF GRADE.
 NN0703'
 NN0703'STATION MARK IS ON THE EAST EDGE OF A PASTURE ABOUT 40 FEET SOUTH OF A
 NN0703'GROUP OF SMALL TREES, 41 FEET WEST OF THE CENTER OF ROAD RIGHT-OF-WAY,
 NN0703'10 FEET WEST OF RIGHT-OF-WAY FENCE, IS STAMPED SARATOGA 1940, AND
 NN0703'PROJECTS 6 INCHES.
 NN0703'
 NN0703'REFERENCE MARK NO. 1 IS ACROSS ROADWAY FROM THE STATION, ABOUT LEVEL
 NN0703'WITH STATION, 30 FEET EAST OF THE CENTERLINE OF ROAD RIGHT-OF-WAY,
 NN0703'1-1/2 FEET WEST OF RIGHT-OF-WAY FENCE, IS STAMPED SARATOGA NO. 1 1940,
 NN0703'AND PROJECTS 6 INCHES.
 NN0703'
 NN0703'REFERENCE MARK NO. 2 IS LEVEL WITH THE STATION, 15 FEET WEST OF
 NN0703'RIGHT-OF-WAY FENCE, 46 FEET WEST OF CENTERLINE OF ROADWAY, IS STAMPED
 NN0703'SARATOGA NO. 2 1940, AND PROJECTS 6 INCHES.
 NN0703'
 NN0703'AZIMUTH MARK IS 1.1 MILES EAST-NORTHEAST OF STATION, IN SOUTHEAST
 NN0703'CORNER OF OPEN FIELD, 45 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 NN0703'11, 34 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD, 6 INCHES NORTH OF
 NN0703'EAST-WEST FENCE LINE, 6 FEET WEST OF FENCE CORNER, IS STAMPED SARATOGA
 NN0703'1940, AND PROJECTS 4 INCHES.
 NN0703'
 NN0703'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0703'DESCRIBED.
 NN0703'
 NN0703'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0703
 NN0703                          STATION RECOVERY (1949)
 NN0703
 NN0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0703'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0703'
 NN0703'THE STAMPING ON REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS IN
 NN0703'ERROR IN THE ORIGINAL DESCRIPTION.
 NN0703'
 NN0703'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0703'
 NN0703'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 15.0 MILES
 NN0703'NORTH-NORTHEAST OF ATKINSON, 13.5 MILES SOUTHWEST OF SPENCER, AND 12.5
 NN0703'MILES SOUTH-SOUTHEAST OF THE TOWN OF BUTTE.  IT IS AT THE EAST EDGE OF
 NN0703'A PASTURE, 41.5 FEET WEST OF THE CENTER OF A SECTION-LINE ROAD, 29.0
 NN0703'FEET SOUTH OF THE SOUTH EDGE OF A GROVE OF TREES, 11.0 FEET WEST OF A
 NN0703'WITNESS POST, AND 9.5 FEET WEST OF A RIGHT-OF-WAY FENCE.  IT PROJECTS
 NN0703'6 INCHES AND IS STAMPED, SARATOGA 1940.
 NN0703'
 NN0703'REFERENCE MARK NO. 1 IS 30.5 FEET EAST OF THE CENTER OF A SECTION-LINE
 NN0703'ROAD AND 1.5 FEET WEST OF A RIGHT-OF-WAY FENCE.  IT PROJECTS 4 INCHES
 NN0703'AND IS STAMPED, SARATOGA 1940 R.M. 1.
 NN0703'
 NN0703'REFERENCE MARK NO. 2 IS 48.0 FEET WEST OF THE CENTER OF A SECTION-LINE
 NN0703'ROAD AND 14.8 FEET WEST OF A RIGHT-OF-WAY FENCE.  IT PROJECTS 5 INCHES
 NN0703'AND IS STAMPED, SARATOGA 1940 R.M. 2.
 NN0703'
 NN0703'AZIMUTH MARK IS 45.0 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 11,
 NN0703'33.0 FEET NORTH OF THE CENTER OF A SECTION-LINE ROAD, 6.0 FEET WEST OF
 NN0703'A FENCE CORNER, 3.0 FEET WEST-NORTHWEST OF A WITNESS POST, AND 0.7
 NN0703'FOOT NORTH OF A FENCE.  IT PROJECTS 12 INCHES AND IS STAMPED, SARATOGA
 NN0703'1940.
 NN0703'
 NN0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NN0703'STATE HIGHWAY NO. 11 IN THE NORTHEAST EDGE OF THE TOWN OF ATKINSON, GO
 NN0703'NORTH ON STATE HIGHWAY NO. 11 FOR 8.2 MILES TO A FORK, TAKE RIGHT FORK
 NN0703'AND GO EAST ON HIGHWAY FOR 6.2 MILES TO A FORK, TAKE LEFT FORK AND GO
 NN0703'NORTH ON HIGHWAY FOR 6.25 MILES TO A CROSSROAD, (AZIMUTH MARK IS
 NN0703'NORTHWEST OF THE CENTER OF CROSSROAD).  TURN LEFT OFF HIGHWAY AND GO
 NN0703'WEST ON SECTION-LINE ROAD FOR 1.0 MILE TO A T-ROAD LEFT, TURN LEFT AND
 NN0703'GO SOUTH ON SECTION-LINE ROAD FOR 0.35 MILE TO THE SUMMIT OF HILL AND
 NN0703'STATION ON THE RIGHT.
 NN0703'
 NN0703'A 4 FOOT SIGNAL AT BASIN 1940 AND PADDOCK ARE VISIBLE AT 37 FEET.
 NN0703'
 NN0703'A 4 FOOT SIGNAL AT BOYD AND BECK ARE VISIBLE AT 50 FEET.
 NN0703'
 NN0703'A 47 FOOT SIGNAL AT MEEK 1940 IS VISIBLE AT 37 FEET.
 NN0703'
 NN0703'AN 87 FOOT SIGNAL AT PLEASANT IS VISIBLE AT 4 FEET.
 NN0703'
 NN0703'AN 87 FOOT SIGNAL AT ATKINSON IS VISIBLE AT 50 FEET.
 NN0703'
 NN0703'A 74 FOOT SIGNAL AT BEAVER IS VISIBLE AT 37 FEET.
 NN0703
 NN0703                          STATION RECOVERY (1978)
 NN0703
 NN0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NN0703'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 NN0703'IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN WAY OF ROAD CONSTRUCTION,
 NN0703'A NEW AZIMUTH MARK WAS SET AND THE OLD MARK DESTROYED AT THIS DATE.
 NN0703'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED WITH THE
 NN0703'1940 DATA.
 NN0703'
 NN0703'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF ATKINSON, ABOUT
 NN0703'12-1/4 MILES SOUTH OF BUTTE.  1 MILE WEST OF STATE HIGHWAY 11 AND IS
 NN0703'ON A SMALL HILL WITH A FEW TREE.
 NN0703'
 NN0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NN0703'HIGHWAY 11 AT THE NORTHEAST EDGE OF ATKINSON, GO NORTH ON STATE
 NN0703'HIGHWAY 11 FOR 8.1 MILE TO POINT WHERE HIGHWAY 11 CURVES RIGHT AND
 NN0703'ANOTHER ROAD CONTINUES NORTH, TURN LEFT, GO NORTH ON STATE HIGHWAY 11
 NN0703'FOR 6.0 MILES TO CROSSROADS AND AZIMUTH MARK ON LEFT, TURN LEFT, GO
 NN0703'WEST ON SECTION LINE FOR 1.0 MILE, TURN LEFT GO SOUTH ON SECTION LINE
 NN0703'ROAD FOR 0.35 MILE TO THE STATION ON RIGHT.
 NN0703'
 NN0703'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 NN0703'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS
 NN0703'STAMPED SARATOGA 1940.  IT IS 42 FEET WEST OF CENTER OF SECTION LINE
 NN0703'ROAD, 13.5 FEET SOUTHWEST OF A 10 INCH TREE, 9.5 FEET WEST OF WITNESS
 NN0703'POST AND 9.5 FEET WEST OF FENCE.
 NN0703'
 NN0703'REFERENCE MARK 1 A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 NN0703'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 NN0703'STAMPED SARATOGA NO 1 1940.  IT IS 63.2 FEET EAST-NORTHEAST OF WITNESS
 NN0703'POST, 31 FEET EAST OF CENTER OF SECTION LINE ROAD AND 1.5 FEET WEST OF
 NN0703'FENCE.
 NN0703'
 NN0703'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NN0703'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS STAMPED
 NN0703'SARATOGA NO 2 1940.  IT IS 90 FEET SOUTH-SOUTHWEST OF WITNESS POST, 48
 NN0703'FEET WEST OF CENTER OF SECTION LINE ROAD AND 14.5 FEET WEST OF FENCE.
 NN0703'
 NN0703'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 NN0703'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SARATOGA 1940 1978.  IT
 NN0703'IS 96 FEET WEST OF CENTER OF STATE HIGHWAY 11, 31.5 FEET NORTH OF
 NN0703'CENTER OF SECTION LINE ROAD, 17.5 FEET EAST OF CENTER OF GATE, 2.9
 NN0703'FEET SOUTH OF WITNESS POST AND 2.8 FEET EAST OF FENCE.
 NN0703'
 NN0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12-1/4 MILES SOUTH
 NN0703'OF BUTTE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0705 ***********************************************************************
 NN0705  DESIGNATION -  SARATOGA AZ MK 2
 NN0705  PID         -  NN0705
 NN0705  STATE/COUNTY-  NE/HOLT
 NN0705  COUNTRY     -  US
 NN0705  USGS QUAD   -  ATKINSON NE (2017)
 NN0705
 NN0705                         *CURRENT SURVEY CONTROL
 NN0705  ______________________________________________________________________
 NN0705* NAD 83(1995) POSITION- 42 44 24.13281(N) 098 51 14.24816(W)   NO CHECK
 NN0705* NAVD 88 ORTHO HEIGHT -   615.    (meters)     2018.    (feet) SCALED
 NN0705  ______________________________________________________________________
 NN0705  GEOID HEIGHT    -        -24.993 (meters)                     GEOID18
 NN0705  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 NN0705  HORZ ORDER      -  THIRD
 NN0705
 NN0705.The horizontal coordinates were established by classical geodetic methods
 NN0705.and adjusted by the National Geodetic Survey in August 1997.
 NN0705
 NN0705.No horizontal observational check was made to the station.
 NN0705
 NN0705.The orthometric height was scaled from a topographic map.
 NN0705
 NN0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0705.GEOID18 height accuracy estimate available here.
 NN0705
 NN0705.Click photographs - Photos may exist for this station.
 NN0705
 NN0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0705
 NN0705. The following values were computed from the NAD 83(1995) position.
 NN0705
 NN0705;                    North         East     Units Scale Factor Converg.
 NN0705;SPC NE       -   323,365.390   593,829.426   MT  0.99989119   +0 45 34.1
 NN0705;SPC NE       - 1,060,907.95  1,948,255.38   sFT  0.99989119   +0 45 34.1
 NN0705;UTM  14      - 4,731,957.332   511,953.718   MT  0.99960176   +0 05 56.8
 NN0705
 NN0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0705!SPC NE       -   0.99990744  x   0.99989119  =   0.99979864
 NN0705!UTM  14      -   0.99990744  x   0.99960176  =   0.99950924
 NN0705
 NN0705:                Primary Azimuth Mark                     Grid Az
 NN0705:SPC NE       -  SARATOGA                                 250 55 32.5
 NN0705:UTM  14      -  SARATOGA                                 251 35 09.8
 NN0705
 NN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1195331957(NAD 83)
 NN0705
 NN0705|---------------------------------------------------------------------|
 NN0705| PID    Reference Object                     Distance      Geod. Az  |
 NN0705|                                                           dddmmss.s |
 NN0705| NN0704 SARATOGA AZ MK                       15.482 METERS 08953     |
 NN0705| NN0703 SARATOGA                            APPROX. 1.7 KM 2514106.6 |
 NN0705|---------------------------------------------------------------------|
 NN0705
 NN0705                          SUPERSEDED SURVEY CONTROL
 NN0705
 NN0705  NAD 83(1986)-  42 44 24.14000(N)    098 51 14.25497(W) AD(       ) 3
 NN0705  NAD 27      -  42 44 24.13648(N)    098 51 12.92789(W) AD(       ) 3
 NN0705
 NN0705.Superseded values are not recommended for survey control.
 NN0705
 NN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0705.See file dsdata.pdf to determine how the superseded data were derived.
 NN0705
 NN0705_MARKER: DZ = AZIMUTH MARK DISK
 NN0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0705_STAMPING: SARATOGA 1940 1978
 NN0705_MARK LOGO: NGS
 NN0705_PROJECTION: FLUSH
 NN0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0705+STABILITY: SURFACE MOTION
 NN0705
 NN0705  HISTORY     - Date     Condition        Report By
 NN0705  HISTORY     - 1978     MONUMENTED       NGS
 NN0705
 NN0705                          STATION DESCRIPTION
 NN0705
 NN0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NN0705'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF SPENCER, 11.9
 NN0705'MI (19.1 KM) WEST-NORTHWEST OF MEEK AND 11.8 MI (19.0 KM) SOUTH OF
 NN0705'BUTTE.
 NN0705'
 NN0705'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 11 AT
 NN0705'THE NORTHEAST EDGE OF ATKINSON, GO NORTH ON STATE HIGHWAY 11 FOR 8.1
 NN0705'MI (13.0 KM) TO POINT WHERE HIGHWAY 11 CURVES RIGHT AND ANOTHER ROAD
 NN0705'CONTINUES NORTH.  TURN LEFT, GO NORTH ON STATE HIGHWAY 11 FOR 6.0 MI
 NN0705'(9.7 KM) TO CROSSROADS AND AZIMUTH MARK ON THE LEFT.
 NN0705'
 NN0705'IT IS SET IN THE TOP OF A 12 INCH (30 CM) ROUND CONCRETE MONUMENT 96
 NN0705'FT (29.3 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 11, 31.5 FT
 NN0705'(9.6 M) NORTH OF THE CENTERLINE OF SECTION LINE ROAD, 17.5 FT (5.3 M)
 NN0705'EAST OF CENTER OF A GATE, 2.9 FT (0.9 M) SOUTH OF A WITNESS POST AND
 NN0705'2.8 FT (0.9 M) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1140 ***********************************************************************
 ML1140  DESIGNATION -  SARGENT
 ML1140  PID         -  ML1140
 ML1140  STATE/COUNTY-  NE/CUSTER
 ML1140  COUNTRY     -  US
 ML1140  USGS QUAD   -  SARGENT EAST (2017)
 ML1140
 ML1140                         *CURRENT SURVEY CONTROL
 ML1140  ______________________________________________________________________
 ML1140* NAD 83(1995) POSITION- 41 42 24.11004(N) 099 21 16.95043(W)   ADJUSTED
 ML1140* NAVD 88 ORTHO HEIGHT -   797.5   (meters)     2616.    (feet) VERTCON
 ML1140  ______________________________________________________________________
 ML1140  GEOID HEIGHT    -        -23.117 (meters)                     GEOID18
 ML1140  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 ML1140  HORZ ORDER      -  SECOND
 ML1140
 ML1140.The horizontal coordinates were established by classical geodetic methods
 ML1140.and adjusted by the National Geodetic Survey in August 1997.
 ML1140
 ML1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1140
 ML1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1140.GEOID18 height accuracy estimate available here.
 ML1140
 ML1140.Click photographs - Photos may exist for this station.
 ML1140
 ML1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1140
 ML1140. The following values were computed from the NAD 83(1995) position.
 ML1140
 ML1140;                    North         East     Units Scale Factor Converg.
 ML1140;SPC NE       -   208,191.571   553,689.196   MT  0.99966472   +0 25 39.5
 ML1140;SPC NE       -   683,041.85  1,816,561.97   sFT  0.99966472   +0 25 39.5
 ML1140;UTM  14      - 4,617,272.765   470,489.355   MT  0.99961072   -0 14 09.6
 ML1140
 ML1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1140!SPC NE       -   0.99987856  x   0.99966472  =   0.99954332
 ML1140!UTM  14      -   0.99987856  x   0.99961072  =   0.99948933
 ML1140
 ML1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7048917272(NAD 83)
 ML1140
 ML1140                          SUPERSEDED SURVEY CONTROL
 ML1140
 ML1140  NAD 83(1986)-  41 42 24.11619(N)    099 21 16.95760(W) AD(       ) 2
 ML1140  NAD 27      -  41 42 24.09467(N)    099 21 15.57885(W) AD(       ) 2
 ML1140  NGVD 29 (07/19/86)  797.2    (m)         2615.     (f) VERT ANG       
 ML1140
 ML1140.Superseded values are not recommended for survey control.
 ML1140
 ML1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1140.See file dsdata.pdf to determine how the superseded data were derived.
 ML1140
 ML1140_MARKER: DB = BENCH MARK DISK
 ML1140_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1140_STAMPING: SARGENT 1949
 ML1140_MARK LOGO: USGS
 ML1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1140
 ML1140  HISTORY     - Date     Condition        Report By
 ML1140  HISTORY     - 1949     MONUMENTED       USGS
 ML1140  HISTORY     - 1973     GOOD             NGS
 ML1140
 ML1140                          STATION DESCRIPTION
 ML1140
 ML1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ML1140'TO REACH STATION GENT FROM THE POST OFFICE ON THE MAIN STREET
 ML1140'IN SARGENT GO EAST 0.1 MILE TO U.S. HIGHWAY 183.  TURN LEFT AND
 ML1140'GO NORTH ON U.S. HIGHWAY 183 FOR 3.6 MILES TO A GRAVELED SIDE
 ML1140'ROAD ON THE RIGHT.  BEAR RIGHT AND CONTINUE NORTH ON GRAVELED
 ML1140'ROAD 1.4 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND
 ML1140'GO EAST UP VALLEY ON BLADED ROAD 0.7 MILE TO A CATTLEGUARD ON
 ML1140'TOP OF A RIDGE.
 ML1140'CROSS CATTLEGUARD, TURN RIGHT, AND GO SOUTH UP RIDGE ON DIM TRACKS
 ML1140'0.2 MILE TO WIRE GATE.  PASS THROUGH AND CONTINUE SOUTH
 ML1140'0.05 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE SOUTH UP
 ML1140'RIDGE 0.1 MILE TO HIGHEST POINT AND STATION.
 ML1140'
 ML1140'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED SARGENT 1949
 ML1140'SET IN THE TOP OF A 6 X 6-INCH PRECAST CONCRETE POST PROJECTING
 ML1140'5 INCHES ABOVE GROUND SERVES AS REFERENCE MARK 2.  IT IS 0.8
 ML1140'FOOT NORTH OF METAL WITNESS POST WITH SIGN AND AT THE SAME
 ML1140'ELEVATION AS THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1136 ***********************************************************************
 ML1136  DESIGNATION -  SARGENT CABLE TV MAST
 ML1136  PID         -  ML1136
 ML1136  STATE/COUNTY-  NE/CUSTER
 ML1136  COUNTRY     -  US
 ML1136  USGS QUAD   -  SARGENT EAST (2017)
 ML1136
 ML1136                         *CURRENT SURVEY CONTROL
 ML1136  ______________________________________________________________________
 ML1136* NAD 83(1995) POSITION- 41 38 52.28555(N) 099 22 05.11867(W)   ADJUSTED
 ML1136  ______________________________________________________________________
 ML1136  GEOID HEIGHT    -        -23.129 (meters)                     GEOID18
 ML1136  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 ML1136  HORZ ORDER      -  THIRD
 ML1136
 ML1136.The horizontal coordinates were established by classical geodetic methods
 ML1136.and adjusted by the National Geodetic Survey in August 1997.
 ML1136
 ML1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1136.GEOID18 height accuracy estimate available here.
 ML1136
 ML1136.Click photographs - Photos may exist for this station.
 ML1136
 ML1136.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1136
 ML1136. The following values were computed from the NAD 83(1995) position.
 ML1136
 ML1136;                    North         East     Units Scale Factor Converg.
 ML1136;SPC NE       -   201,650.526   552,623.723   MT  0.99966165   +0 25 07.6
 ML1136;SPC NE       -   661,581.77  1,813,066.33   sFT  0.99966165   +0 25 07.6
 ML1136;UTM  14      - 4,610,744.836   469,348.267   MT  0.99961156   -0 14 40.6
 ML1136
 ML1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6934810744(NAD 83)
 ML1136
 ML1136                          SUPERSEDED SURVEY CONTROL
 ML1136
 ML1136  NAD 83(1986)-  41 38 52.29199(N)    099 22 05.12532(W) AD(       ) 3
 ML1136  NAD 27      -  41 38 52.26699(N)    099 22 03.74755(W) AD(       ) 3
 ML1136
 ML1136.Superseded values are not recommended for survey control.
 ML1136
 ML1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1136.See file dsdata.pdf to determine how the superseded data were derived.
 ML1136
 ML1136_MARKER: 42 = RADIO/TV MAST
 ML1136
 ML1136  HISTORY     - Date     Condition        Report By
 ML1136  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1136
 ML1136                          STATION DESCRIPTION
 ML1136
 ML1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1136'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SARGENT, CABLE
 ML1136'VISION TELEVISION COMPANY, MAST THAT IS LOCATED AT THE NORTH
 ML1136'EDGE OF THE CITY OF SARGENT.  IT IS TRIANGULAR IN CROSS
 ML1136'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND ABOUT
 ML1136'350 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1137 ***********************************************************************
 ML1137  DESIGNATION -  SARGENT MUN TANK
 ML1137  PID         -  ML1137
 ML1137  STATE/COUNTY-  NE/CUSTER
 ML1137  COUNTRY     -  US
 ML1137  USGS QUAD   -  SARGENT EAST (2017)
 ML1137
 ML1137                         *CURRENT SURVEY CONTROL
 ML1137  ______________________________________________________________________
 ML1137* NAD 83(1995) POSITION- 41 38 29.07488(N) 099 22 13.53150(W)   ADJUSTED
 ML1137  ______________________________________________________________________
 ML1137  GEOID HEIGHT    -        -23.130 (meters)                     GEOID18
 ML1137  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 ML1137  HORZ ORDER      -  THIRD
 ML1137
 ML1137.The horizontal coordinates were established by classical geodetic methods
 ML1137.and adjusted by the National Geodetic Survey in August 1997.
 ML1137
 ML1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1137.GEOID18 height accuracy estimate available here.
 ML1137
 ML1137.Click photographs - Photos may exist for this station.
 ML1137
 ML1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1137
 ML1137. The following values were computed from the NAD 83(1995) position.
 ML1137
 ML1137;                    North         East     Units Scale Factor Converg.
 ML1137;SPC NE       -   200,933.277   552,434.329   MT  0.99966138   +0 25 02.0
 ML1137;SPC NE       -   659,228.59  1,812,444.96   sFT  0.99966138   +0 25 02.0
 ML1137;UTM  14      - 4,610,029.864   469,150.592   MT  0.99961171   -0 14 46.1
 ML1137
 ML1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6915010029(NAD 83)
 ML1137
 ML1137                          SUPERSEDED SURVEY CONTROL
 ML1137
 ML1137  NAD 83(1986)-  41 38 29.08344(N)    099 22 13.53793(W) AD(       ) 3
 ML1137  NAD 27      -  41 38 29.05820(N)    099 22 12.16035(W) AD(       ) 3
 ML1137
 ML1137.Superseded values are not recommended for survey control.
 ML1137
 ML1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1137.See file dsdata.pdf to determine how the superseded data were derived.
 ML1137
 ML1137_MARKER: 53 = ELEVATED TANK
 ML1137
 ML1137  HISTORY     - Date     Condition        Report By
 ML1137  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1137
 ML1137                          STATION DESCRIPTION
 ML1137
 ML1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1137'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SARGENT,
 ML1137'MUNICIPAL WATER TANK THAT IS LOCATED IN THE SOUTHWEST ANGLE OF
 ML1137'THE INTERSECTION OF DELLA STREET AND SECOND STREET IN THE CITY
 ML1137'OF SARGENT.  IT IS CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR
 ML1137'STRUCTURAL STEEL LEGS, THE TANK IS PAINTED LIGHT BLUE IN COLOR
 ML1137'WITH THE LEGS PAINTED ALUMINUM.  THE OVERALL HEIGHT BEING 130
 ML1137'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1138 ***********************************************************************
 ML1138  DESIGNATION -  SARGENT REGION 26 RADIO MAST
 ML1138  PID         -  ML1138
 ML1138  STATE/COUNTY-  NE/CUSTER
 ML1138  COUNTRY     -  US
 ML1138  USGS QUAD   -  SARGENT EAST (2017)
 ML1138
 ML1138                         *CURRENT SURVEY CONTROL
 ML1138  ______________________________________________________________________
 ML1138* NAD 83(1995) POSITION- 41 42 06.73407(N) 099 22 16.91475(W)   ADJUSTED
 ML1138  ______________________________________________________________________
 ML1138  GEOID HEIGHT    -        -23.094 (meters)                     GEOID18
 ML1138  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 ML1138  HORZ ORDER      -  THIRD
 ML1138
 ML1138.The horizontal coordinates were established by classical geodetic methods
 ML1138.and adjusted by the National Geodetic Survey in August 1997.
 ML1138
 ML1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1138.GEOID18 height accuracy estimate available here.
 ML1138
 ML1138.Click photographs - Photos may exist for this station.
 ML1138
 ML1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1138
 ML1138. The following values were computed from the NAD 83(1995) position.
 ML1138
 ML1138;                    North         East     Units Scale Factor Converg.
 ML1138;SPC NE       -   207,645.470   552,307.251   MT  0.99966443   +0 24 59.7
 ML1138;SPC NE       -   681,250.18  1,812,028.04   sFT  0.99966443   +0 24 59.7
 ML1138;UTM  14      - 4,616,742.735   469,101.252   MT  0.99961175   -0 14 49.4
 ML1138
 ML1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6910116742(NAD 83)
 ML1138
 ML1138                          SUPERSEDED SURVEY CONTROL
 ML1138
 ML1138  NAD 83(1986)-  41 42 06.74023(N)    099 22 16.92136(W) AD(       ) 3
 ML1138  NAD 27      -  41 42 06.71873(N)    099 22 15.54089(W) AD(       ) 3
 ML1138
 ML1138.Superseded values are not recommended for survey control.
 ML1138
 ML1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1138.See file dsdata.pdf to determine how the superseded data were derived.
 ML1138
 ML1138_MARKER: 42 = RADIO/TV MAST
 ML1138
 ML1138  HISTORY     - Date     Condition        Report By
 ML1138  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1138
 ML1138                          STATION DESCRIPTION
 ML1138
 ML1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1138'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SARGENT, REGION
 ML1138'26 (MID-NEBRASKA) LAW ENFORCEMENT AND CRIMINAL JUSTICE, KTE 365,
 ML1138'RADIO MAST THAT IS LOCATED ABOUT 5 MILES SOUTH OF TAYLOR, 4
 ML1138'MILES NORTH OF SARGENT AND JUST WEST OF U.S. HIGHWAY 183.  IT
 ML1138'IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 ML1138'OF RED AND WHITE, AND IS ABOUT 300 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1301 ***********************************************************************
 LH1301  DESIGNATION -  SARTORIA
 LH1301  PID         -  LH1301
 LH1301  STATE/COUNTY-  NE/BUFFALO
 LH1301  COUNTRY     -  US
 LH1301  USGS QUAD   -  PLEASANTON NW (2017)
 LH1301
 LH1301                         *CURRENT SURVEY CONTROL
 LH1301  ______________________________________________________________________
 LH1301* NAD 83(1995) POSITION- 40 59 12.15099(N) 099 13 01.26873(W)   ADJUSTED
 LH1301* NAVD 88 ORTHO HEIGHT -   658.    (meters)     2159.    (feet) SCALED
 LH1301  ______________________________________________________________________
 LH1301  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 LH1301  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LH1301  HORZ ORDER      -  THIRD
 LH1301
 LH1301.The horizontal coordinates were established by classical geodetic methods
 LH1301.and adjusted by the National Geodetic Survey in August 1997.
 LH1301
 LH1301.The orthometric height was scaled from a topographic map.
 LH1301
 LH1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1301.GEOID18 height accuracy estimate available here.
 LH1301
 LH1301.Click photographs - Photos may exist for this station.
 LH1301
 LH1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1301
 LH1301. The following values were computed from the NAD 83(1995) position.
 LH1301
 LH1301;                    North         East     Units Scale Factor Converg.
 LH1301;SPC NE       -   128,353.562   565,868.767   MT  0.99969937   +0 31 08.0
 LH1301;SPC NE       -   421,106.64  1,856,521.11   sFT  0.99969937   +0 31 08.0
 LH1301;UTM  14      - 4,537,304.269   481,744.690   MT  0.99960410   -0 08 32.4
 LH1301
 LH1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1301!SPC NE       -   0.99990051  x   0.99969937  =   0.99959991
 LH1301!UTM  14      -   0.99990051  x   0.99960410  =   0.99950465
 LH1301
 LH1301:                Primary Azimuth Mark                     Grid Az
 LH1301:SPC NE       -  SARTORIA AZ MK                           177 51 27.1
 LH1301:UTM  14      -  SARTORIA AZ MK                           178 31 07.5
 LH1301
 LH1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8174437304(NAD 83)
 LH1301
 LH1301|---------------------------------------------------------------------|
 LH1301| PID    Reference Object                     Distance      Geod. Az  |
 LH1301|                                                           dddmmss.s |
 LH1301| CN9705 SARTORIA RM 1                        17.731 METERS 09411     |
 LH1301| CN9704 SARTORIA AZ MK                                     1782235.1 |
 LH1301| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX.11.2 KM 2144436.7 |
 LH1301| LH1302 SARTORIA 2                            4.410 METERS 27332     |
 LH1301| CN9706 SARTORIA RM 2                         9.895 METERS 35904     |
 LH1301|---------------------------------------------------------------------|
 LH1301
 LH1301                          SUPERSEDED SURVEY CONTROL
 LH1301
 LH1301  NAD 83(1986)-  40 59 12.15862(N)    099 13 01.27157(W) AD(       ) 3
 LH1301  NAD 27      -  40 59 12.12600(N)    099 12 59.93400(W) AD(       ) 3
 LH1301
 LH1301.Superseded values are not recommended for survey control.
 LH1301
 LH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1301.See file dsdata.pdf to determine how the superseded data were derived.
 LH1301
 LH1301_MARKER: DS = TRIANGULATION STATION DISK
 LH1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1301_STAMPING: SARTORIA 1951
 LH1301_MARK LOGO: CGS
 LH1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1301+STABILITY: SURFACE MOTION
 LH1301
 LH1301  HISTORY     - Date     Condition        Report By
 LH1301  HISTORY     - 1951     MONUMENTED       CGS
 LH1301  HISTORY     - 1965     GOOD             CGS
 LH1301
 LH1301                          STATION DESCRIPTION
 LH1301
 LH1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1301'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF
 LH1301'MILLER, 7 MILES WEST-NORTHWEST OF PLEASANTON AND 0.5 MILE
 LH1301'NORTH-NORTHWEST OF THE ABANDONED VILLAGE OF SARTORIA.  IT IS
 LH1301'31 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LH1301'5 FEET NORTHEAST OF A WITNESS POST AND 2.5 FEET EAST OF A
 LH1301'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SARTORIA 1951 AND
 LH1301'PROJECTS 6 INCHES.
 LH1301'
 LH1301'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1301'GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LH1301'IT IS STAMPED SARTORIA NO 1 1951 AND PROJECTS 6 INCHES.
 LH1301'
 LH1301'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF A
 LH1301'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1301'FENCE LINE.  IT IS STAMPED SARTORIA NO 2 1951 AND PROJECTS
 LH1301'3 INCHES.
 LH1301'
 LH1301'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LH1301'MARK NO. 2 IS 69.0 FEET.
 LH1301'
 LH1301'THE AZIMUTH MARK IS LOCATED 72 FEET EAST OF THE CENTER OF
 LH1301'A NORTH-SOUTH GRAVELED ROAD, 2.5 FEET WEST OF A NORTH-SOUTH FENCE
 LH1301'LINE AND 2.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 LH1301'SARTORIA 1951 AND PROJECTS 3 INCHES.
 LH1301'
 LH1301'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANTON, GO
 LH1301'EAST ON A GRAVELED STREET FOR 0.05 MILE TO STATE HIGHWAY
 LH1301'10, TURN LEFT AND GO NORTH ON STATE HIGHWAY 10 FOR 0.6 MILE TO
 LH1301'A T ROAD INTERSECTION.  TURN LEFT AND GO WEST AND NORTHWEST
 LH1301'ON A GRAVELED ROAD FOR 6.9 MILES TO A FORK, TAKE THE RIGHT FORK
 LH1301'AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 LH1301'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.4 MILE TO
 LH1301'THE STATION ON THE LEFT AS DESCRIBED.
 LH1301
 LH1301                          STATION RECOVERY (1965)
 LH1301
 LH1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1301'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LH1301'ALL RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LH1301'DUE TO GRADING OF THE ROAD IT WAS NECESSARY TO ESTABLISH A SARTORIA
 LH1301'2 STATION AND A NEW REFERENCE MARK, THE STATION MARK AND
 LH1301'REFERENCE MARK NO. 2 WERE THEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1302 ***********************************************************************
 LH1302  DESIGNATION -  SARTORIA 2
 LH1302  PID         -  LH1302
 LH1302  STATE/COUNTY-  NE/BUFFALO
 LH1302  COUNTRY     -  US
 LH1302  USGS QUAD   -  PLEASANTON NW (2017)
 LH1302
 LH1302                         *CURRENT SURVEY CONTROL
 LH1302  ______________________________________________________________________
 LH1302* NAD 83(1995) POSITION- 40 59 12.15981(N) 099 13 01.45703(W)   NO CHECK
 LH1302* NAVD 88 ORTHO HEIGHT -   658.    (meters)     2159.    (feet) SCALED
 LH1302  ______________________________________________________________________
 LH1302  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 LH1302  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LH1302  HORZ ORDER      -  THIRD
 LH1302
 LH1302.The horizontal coordinates were established by classical geodetic methods
 LH1302.and adjusted by the National Geodetic Survey in August 1997.
 LH1302
 LH1302.No horizontal observational check was made to the station.
 LH1302
 LH1302.The orthometric height was scaled from a topographic map.
 LH1302
 LH1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1302.GEOID18 height accuracy estimate available here.
 LH1302
 LH1302.Click photographs - Photos may exist for this station.
 LH1302
 LH1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1302
 LH1302. The following values were computed from the NAD 83(1995) position.
 LH1302
 LH1302;                    North         East     Units Scale Factor Converg.
 LH1302;SPC NE       -   128,353.795   565,864.364   MT  0.99969937   +0 31 07.8
 LH1302;SPC NE       -   421,107.41  1,856,506.67   sFT  0.99969937   +0 31 07.8
 LH1302;UTM  14      - 4,537,304.552   481,740.291   MT  0.99960410   -0 08 32.5
 LH1302
 LH1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1302!SPC NE       -   0.99990051  x   0.99969937  =   0.99959991
 LH1302!UTM  14      -   0.99990051  x   0.99960410  =   0.99950465
 LH1302
 LH1302:                Primary Azimuth Mark                     Grid Az
 LH1302:SPC NE       -  SARTORIA AZ MK                           177 26 59.7
 LH1302:UTM  14      -  SARTORIA AZ MK                           178 06 40.0
 LH1302
 LH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8174037304(NAD 83)
 LH1302
 LH1302|---------------------------------------------------------------------|
 LH1302| PID    Reference Object                     Distance      Geod. Az  |
 LH1302|                                                           dddmmss.s |
 LH1302| CN9707 SARTORIA 2 RM 3                      14.815 METERS 00209     |
 LH1302| LH1301 SARTORIA                              4.410 METERS 09332     |
 LH1302| CN9705 SARTORIA RM 1                        22.140 METERS 09403     |
 LH1302| CN9704 SARTORIA AZ MK                                     1775807.5 |
 LH1302| CN9708 SARTORIA 2 RM 4                       7.190 METERS 18028     |
 LH1302| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX.11.2 KM 2144327.1 |
 LH1302|---------------------------------------------------------------------|
 LH1302
 LH1302                          SUPERSEDED SURVEY CONTROL
 LH1302
 LH1302  NAD 83(1986)-  40 59 12.16743(N)    099 13 01.45987(W) AD(       ) 3
 LH1302  NAD 27      -  40 59 12.13480(N)    099 13 00.12230(W) AD(       ) 3
 LH1302
 LH1302.Superseded values are not recommended for survey control.
 LH1302
 LH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1302.See file dsdata.pdf to determine how the superseded data were derived.
 LH1302
 LH1302_MARKER: DS = TRIANGULATION STATION DISK
 LH1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1302_STAMPING: SARTORIA 2 1965
 LH1302_MARK LOGO: CGS
 LH1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1302+STABILITY: SURFACE MOTION
 LH1302
 LH1302  HISTORY     - Date     Condition        Report By
 LH1302  HISTORY     - 1965     MONUMENTED       CGS
 LH1302  HISTORY     - 1966     GOOD             CGS
 LH1302
 LH1302                          STATION DESCRIPTION
 LH1302
 LH1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1302'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF MILLER,
 LH1302'7 MILES WEST-NORTHWEST OF PLEASANTON AND 0.5 MILE NORTH-NORTHWEST
 LH1302'OF THE ABANDONED VILLAGE OF SARTORIA, ON A HIGH RIDGE ALONG THE
 LH1302'GRADED ROAD.  IT IS 33.5 FEET WEST OF THE CENTER LINE OF THE ROAD
 LH1302'AND 2 FEET NORTH OF A METAL WITNESS POST.  A STANDARD DISK
 LH1302'STAMPED, SARTORIA 2 1965, IN THE TOP OF A CONCRETE MONUMENT
 LH1302'PROJECTING 5-INCHES.
 LH1302'
 LH1302'REFERENCE MARK NO. 1 IS 39 FEET EAST OF CENTER LINE OF THE ROAD,
 LH1302'48.5 FEET NORTH OF A TELEPHONE LINE POLE AND 1 FOOT WEST OF THE
 LH1302'FENCE LINE.  A STANDARD DISK, STAMPED, SARTORIA NO 1 1951, IN THE
 LH1302'TOP OF A CONCRETE MONUMENT PROJECTING 3-INCHES.
 LH1302'
 LH1302'REFERENCE MARK NO. 3 IS 33 FEET WEST OF THE CENTER LINE OF THE
 LH1302'ROAD AND 1 FOOT LOWER THAN THE STATION.  A STANDARD DISK, STAMPED,
 LH1302'SARTORIA 2 NO 3 1965 IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 LH1302'3 INCHES.
 LH1302'
 LH1302'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 78 FEET EAST
 LH1302'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE AND
 LH1302'1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED,
 LH1302'SARTORIA 1951 IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 LH1302'2-INCHES.
 LH1302'
 LH1302'TO REACH THE STATION FROM THE SMALL VILLAGE OF PLEASANTON, GO
 LH1302'NORTH ON THE MAIN STREET 0.6 MILE TO A T-ROAD JUNCTION, TURN LEFT,
 LH1302'GO WESTERLY ON THE GRAVELED ROAD 7.0 MILES TO A SIDE ROAD RIGHT,
 LH1302'TURN RIGHT, GO NORTH ON A GRADED ROAD 0.5 MILE TO THE STATION
 LH1302'ON THE LEFT AS DESCRIBED.
 LH1302'
 LH1302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1302
 LH1302                          STATION RECOVERY (1966)
 LH1302
 LH1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1302'THE STATION MARK WAS RECOVERED AND WAS FOUND TO BE ON A 6-FOOT
 LH1302'MOUND OF EARTH.  R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 LH1302'AND FOUND IN GOOD CONDITION BUT R.M. NO. 3 HAD BEEN DESTROYED.
 LH1302'THE SURFACE AND UNDERGROUND MARKS WERE LOWERED VERTICALLY AND
 LH1302'ONE NEW REFERENCE WAS ESTABLISHED.
 LH1302'
 LH1302'TO REACH THE STATION FROM THE VILLAGE OF PLEASANTON, GO NORTH ON
 LH1302'MAIN STREET TO A T-ROAD, TURN LEFT AND GO WESTERLY ON GRAVELED
 LH1302'ROAD FOR 7.0 MILES TO A SIDE ROAD ON RIGHT, TURN RIGHT AND GO
 LH1302'NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LH1302'RIGHT, CONTINUE NORTH FOR 0.4 MILE TO STATION ON THE LEFT.
 LH1302'
 LH1302'THE STATION MARK IS 34.5 FEET WEST OF THE CENTERLINE OF A
 LH1302'GRAVELED ROAD AND 9 FEET NORTH OF A METAL WITNESS POST.  THE MARK
 LH1302'IS IN A NORTH-SOUTH FENCE LINE AND IS FLUSH.  THE UNDERGROUND
 LH1302'MARK IS ABOUT 48 INCHES BELOW THE SURFACE.  THE DISKS ARE STAMPED
 LH1302'SARTORIA 2 1965.
 LH1302'
 LH1302'R.M. NO. 1 IS 50 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND
 LH1302'38 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MARK
 LH1302'PROJECTS 3 INCHES AND THE DISK IS STAMPED SARTORIA NO 1 1951.
 LH1302'
 LH1302'R.M. NO. 4 IS 34 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 LH1302'14.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 LH1302'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SARTORIA 2 NO 4
 LH1302'1965 1966.
 LH1302'
 LH1302'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 78 FEET EAST
 LH1302'OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE AND
 LH1302'1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 LH1302'AND THE DISK IS STAMPED SARTORIA 1951.
 LH1302'
 LH1302'R.M. NO. 1 TO R.M. NO. 4 IS 74.98 FEET, 22.853 M.
 LH1302'
 LH1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES
 LH1302'EAST-NORTHEAST OF MILLER
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0194 ***********************************************************************
 NO0194  DESIGNATION -  SATTERLEE
 NO0194  PID         -  NO0194
 NO0194  STATE/COUNTY-  NE/CHERRY
 NO0194  COUNTRY     -  US
 NO0194  USGS QUAD   -  NENZEL (2017)
 NO0194
 NO0194                         *CURRENT SURVEY CONTROL
 NO0194  ______________________________________________________________________
 NO0194* NAD 83(1995) POSITION- 42 54 41.53145(N) 101 03 46.50202(W)   ADJUSTED
 NO0194* NAVD 88 ORTHO HEIGHT -  1008.618 (meters)     3309.11  (feet) ADJUSTED
 NO0194  ______________________________________________________________________
 NO0194  GEOID HEIGHT    -        -20.710 (meters)                     GEOID18
 NO0194  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 NO0194  DYNAMIC HEIGHT  -       1008.196 (meters)     3307.72  (feet) COMP
 NO0194  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 NO0194
 NO0194  HORZ ORDER      -  SECOND
 NO0194  VERT ORDER      -  FIRST     CLASS II
 NO0194
 NO0194.The horizontal coordinates were established by classical geodetic methods
 NO0194.and adjusted by the National Geodetic Survey in August 1997.
 NO0194
 NO0194.The orthometric height was determined by differential leveling and
 NO0194.adjusted by the NATIONAL GEODETIC SURVEY
 NO0194.in June 1991.
 NO0194
 NO0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0194.GEOID18 height accuracy estimate available here.
 NO0194
 NO0194.Click photographs - Photos may exist for this station.
 NO0194
 NO0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0194
 NO0194.The dynamic height is computed by dividing the NAVD 88
 NO0194.geopotential number by the normal gravity value computed on the
 NO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0194.degrees latitude (g = 980.6199 gals.).
 NO0194
 NO0194.The modeled gravity was interpolated from observed gravity values.
 NO0194
 NO0194. The following values were computed from the NAD 83(1995) position.
 NO0194
 NO0194;                    North         East     Units Scale Factor Converg.
 NO0194;SPC NE       -   342,327.364   413,210.070   MT  0.99996062   -0 42 15.8
 NO0194;SPC NE       - 1,123,119.03  1,355,673.37   sFT  0.99996062   -0 42 15.8
 NO0194;SPC SD S     -    64,495.487   540,425.563   MT  0.99998240   -0 30 11.9
 NO0194;SPC SD S     -   211,598.94  1,773,046.20   sFT  0.99998240   -0 30 11.9
 NO0194;UTM  14      - 4,753,055.597   331,611.283   MT  0.99994884   -1 24 17.7
 NO0194
 NO0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0194!SPC NE       -   0.99984510  x   0.99996062  =   0.99980572
 NO0194!SPC SD S     -   0.99984510  x   0.99998240  =   0.99982750
 NO0194!UTM  14      -   0.99984510  x   0.99994884  =   0.99979394
 NO0194
 NO0194:                Primary Azimuth Mark                     Grid Az
 NO0194:SPC NE       -  ES 9                                     038 27 51.8
 NO0194:SPC SD S     -  ES 9                                     038 15 47.9
 NO0194:UTM  14      -  ES 9                                     039 09 53.7
 NO0194
 NO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3161153055(NAD 83)
 NO0194
 NO0194|---------------------------------------------------------------------|
 NO0194| PID    Reference Object                     Distance      Geod. Az  |
 NO0194|                                                           dddmmss.s |
 NO0194| NO0191 ES 9                                               0374536.0 |
 NO0194| NO0193 SATTERLEE RM 2                       17.371 METERS 06841     |
 NO0194| NO0195 SATTERLEE RM 1                       18.904 METERS 14624     |
 NO0194| NO0454 CODY MUNICIPAL TANK                 APPROX.15.2 KM 2803835.2 |
 NO0194|---------------------------------------------------------------------|
 NO0194
 NO0194                          SUPERSEDED SURVEY CONTROL
 NO0194
 NO0194  NAD 83(1986)-  42 54 41.52895(N)    101 03 46.51160(W) AD(       ) 2
 NO0194  NAD 27      -  42 54 41.50300(N)    101 03 44.96400(W) AD(       ) 2
 NO0194  NGVD 29 (??/??/92) 1008.267  (m)         3307.96   (f) ADJ UNCH    1 2
 NO0194  NGVD 29            1008.27   (m)         3308.0    (f) LEVELING    3  
 NO0194
 NO0194.Superseded values are not recommended for survey control.
 NO0194
 NO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0194.See file dsdata.pdf to determine how the superseded data were derived.
 NO0194
 NO0194_MARKER: DS = TRIANGULATION STATION DISK
 NO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0194_STAMPING: SATTERLEE 1949
 NO0194_MARK LOGO: CGS
 NO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0194+STABILITY: SURFACE MOTION
 NO0194
 NO0194  HISTORY     - Date     Condition        Report By
 NO0194  HISTORY     - 1949     MONUMENTED       CGS
 NO0194  HISTORY     - 1957     GOOD             CGS
 NO0194
 NO0194                          STATION DESCRIPTION
 NO0194
 NO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0194'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SANDY KNOLL,
 NO0194'ABOUT 6 MILES WEST-SOUTHWEST OF KILGORE, ABOUT 2-1/4 MILES EAST
 NO0194'OF NENZEL, 41 FEET SOUTH OF AN EAST-WEST FENCE LINE, 3.5 FEET
 NO0194'EAST OF A WITNESS POST, AND IS ON LAND OWNED BY MR. JOE
 NO0194'SATTERLEE.  IT PROJECTS 5 INCHES AND IS STAMPED SATTERLEE
 NO0194'1949.
 NO0194'
 NO0194'REFERENCE MARK NO. 1 IS 4 FEET LOWER THAN THE STATION.  IT
 NO0194'PROJECTS 3 INCHES AND IS STAMPED SATTERLEE NO 1 1949.
 NO0194'
 NO0194'REFERENCE MARK NO. 2 IS 3 FEET LOWER THAN THE STATION.  IT
 NO0194'PROJECTS 4 INCHES AND IS STAMPED SATTERLEE NO 2 1949.
 NO0194'
 NO0194'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0194'NO. 2 IS 74.8 FEET.
 NO0194'
 NO0194'AN U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED ES 9 1948, SERVES
 NO0194'AS AN AZIMUTH MARK.  IT IS LOCATED ON TOP OF A 4-FOOT CUT
 NO0194'BANK, 35 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20 AND 1.6
 NO0194'FEET EAST OF A RAILROAD RAIL THAT PROJECTS 3 FEET.  THE DISK
 NO0194'IS SET IN AN 8 INCH CONCRETE POST THAT PROJECTS 6 INCHES.
 NO0194'
 NO0194'TO REACH THE STATION FROM THE MAIN INTERSECTION AT A TEXACO
 NO0194'SERVICE STATION IN KILGORE, GO WEST ON U.S. HIGHWAY 20 FOR
 NO0194'5.3 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NO0194'CONTINUE WEST ON THE HIGHWAY FOR 0.15 MILES TO A T-ROAD ON
 NO0194'THE LEFT, TURN LEFT ON A GRADED ROAD AND GO 0.85 MILE TO A
 NO0194'WIRE GATE AT A JOG IN THE FENCE LINE ON THE RIGHT, TURN RIGHT
 NO0194'THROUGH THE GATE AND GO WEST THROUGH THE PASTURE FOR 0.5 MILE
 NO0194'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0194'
 NO0194'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0194
 NO0194                          STATION RECOVERY (1957)
 NO0194
 NO0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NO0194'6.8 MI W FROM KILGORE.
 NO0194'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0194'FROM THE STATION AT KILGORE, THENCE 0.8K MILE SOUTH ALONG A
 NO0194'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A FENCE LINE, IN SECTION
 NO0194'23, T.34 N., R.32 W., ON THE HIGHEST POINT OF A SANDY HILL, 41
 NO0194'FEET SOUTH OF THE FENCE LINE, 3 FEET EAST OF A WHITE WOODEN
 NO0194'WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0194'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0195 ***********************************************************************
 NO0195  DESIGNATION -  SATTERLEE RM 1
 NO0195  PID         -  NO0195
 NO0195  STATE/COUNTY-  NE/CHERRY
 NO0195  COUNTRY     -  US
 NO0195  USGS QUAD   -  NENZEL (2017)
 NO0195
 NO0195                         *CURRENT SURVEY CONTROL
 NO0195  ______________________________________________________________________
 NO0195* NAD 83(1986) POSITION- 42 54 41.02   (N) 101 03 46.04   (W)   HD_HELD1
 NO0195* NAVD 88 ORTHO HEIGHT -  1007.190 (meters)     3304.42  (feet) ADJUSTED
 NO0195  ______________________________________________________________________
 NO0195  GEOID HEIGHT    -        -20.710 (meters)                     GEOID18
 NO0195  DYNAMIC HEIGHT  -       1006.769 (meters)     3303.04  (feet) COMP
 NO0195  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 NO0195
 NO0195  VERT ORDER      -  FIRST     CLASS II
 NO0195
 NO0195.The horizontal coordinates were determined by differentially corrected
 NO0195.hand held GPS observations or other comparable positioning techniques
 NO0195.and have an estimated accuracy of +/- 3 meters.
 NO0195
 NO0195.The orthometric height was determined by differential leveling and
 NO0195.adjusted by the NATIONAL GEODETIC SURVEY
 NO0195.in June 1991.
 NO0195
 NO0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0195.GEOID18 height accuracy estimate available here.
 NO0195
 NO0195.Click photographs - Photos may exist for this station.
 NO0195
 NO0195.The dynamic height is computed by dividing the NAVD 88
 NO0195.geopotential number by the normal gravity value computed on the
 NO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0195.degrees latitude (g = 980.6199 gals.).
 NO0195
 NO0195.The modeled gravity was interpolated from observed gravity values.
 NO0195
 NO0195;                    North         East    Units  Estimated Accuracy
 NO0195;SPC NE       -   342,311.5     413,220.4     MT  (+/- 3 meters HH1 GPS) 
 NO0195
 NO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3162153039(NAD 83)
 NO0195
 NO0195                          SUPERSEDED SURVEY CONTROL
 NO0195
 NO0195  NGVD 29 (??/??/92) 1006.839  (m)         3303.27   (f) ADJ UNCH    1 2
 NO0195
 NO0195.Superseded values are not recommended for survey control.
 NO0195
 NO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0195.See file dsdata.pdf to determine how the superseded data were derived.
 NO0195
 NO0195_MARKER: DR = REFERENCE MARK DISK
 NO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0195_STAMPING: SATTERLEE NO 1 1949
 NO0195_MARK LOGO: CGS
 NO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0195+STABILITY: SURFACE MOTION
 NO0195
 NO0195  HISTORY     - Date     Condition        Report By
 NO0195  HISTORY     - 1949     MONUMENTED       CGS
 NO0195  HISTORY     - 1957     GOOD             CGS
 NO0195
 NO0195                          STATION DESCRIPTION
 NO0195
 NO0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0195'6.8 MI W FROM KILGORE.
 NO0195'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0195'FROM THE STATION AT KILGORE, THENCE 0.85 MILE SOUTH ALONG A
 NO0195'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A FENCE LINE, IN SECTION
 NO0195'23, T.34 N., R.32 W., 62 FEET SOUTHEAST OF THE STATION MARK,
 NO0195'75 FEET SOUTH OF REFERENCE MARK NO. 2, 4 FEET LOWER THAN THE
 NO0195'STATION AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0193 ***********************************************************************
 NO0193  DESIGNATION -  SATTERLEE RM 2
 NO0193  PID         -  NO0193
 NO0193  STATE/COUNTY-  NE/CHERRY
 NO0193  COUNTRY     -  US
 NO0193  USGS QUAD   -  NENZEL (2017)
 NO0193
 NO0193                         *CURRENT SURVEY CONTROL
 NO0193  ______________________________________________________________________
 NO0193* NAD 83(1986) POSITION- 42 54 41.74   (N) 101 03 45.79   (W)   HD_HELD1
 NO0193* NAVD 88 ORTHO HEIGHT -  1007.654 (meters)     3305.94  (feet) ADJUSTED
 NO0193  ______________________________________________________________________
 NO0193  GEOID HEIGHT    -        -20.710 (meters)                     GEOID18
 NO0193  DYNAMIC HEIGHT  -       1007.232 (meters)     3304.56  (feet) COMP
 NO0193  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 NO0193
 NO0193  VERT ORDER      -  FIRST     CLASS II
 NO0193
 NO0193.The horizontal coordinates were determined by differentially corrected
 NO0193.hand held GPS observations or other comparable positioning techniques
 NO0193.and have an estimated accuracy of +/- 3 meters.
 NO0193
 NO0193.The orthometric height was determined by differential leveling and
 NO0193.adjusted by the NATIONAL GEODETIC SURVEY
 NO0193.in June 1991.
 NO0193
 NO0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0193.GEOID18 height accuracy estimate available here.
 NO0193
 NO0193.Click photographs - Photos may exist for this station.
 NO0193
 NO0193.The dynamic height is computed by dividing the NAVD 88
 NO0193.geopotential number by the normal gravity value computed on the
 NO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0193.degrees latitude (g = 980.6199 gals.).
 NO0193
 NO0193.The modeled gravity was interpolated from observed gravity values.
 NO0193
 NO0193;                    North         East    Units  Estimated Accuracy
 NO0193;SPC NE       -   342,333.6     413,226.3     MT  (+/- 3 meters HH1 GPS) 
 NO0193
 NO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3162753061(NAD 83)
 NO0193
 NO0193                          SUPERSEDED SURVEY CONTROL
 NO0193
 NO0193  NGVD 29 (??/??/92) 1007.303  (m)         3304.79   (f) ADJ UNCH    1 2
 NO0193
 NO0193.Superseded values are not recommended for survey control.
 NO0193
 NO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0193.See file dsdata.pdf to determine how the superseded data were derived.
 NO0193
 NO0193_MARKER: DR = REFERENCE MARK DISK
 NO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0193_STAMPING: SATTERLEE NO 2 1949
 NO0193_MARK LOGO: CGS
 NO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0193+STABILITY: SURFACE MOTION
 NO0193
 NO0193  HISTORY     - Date     Condition        Report By
 NO0193  HISTORY     - 1949     MONUMENTED       CGS
 NO0193  HISTORY     - 1957     GOOD             CGS
 NO0193
 NO0193                          STATION DESCRIPTION
 NO0193
 NO0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0193'6.8 MI W FROM KILGORE.
 NO0193'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0193'FROM THE STATION AT KILGORE, THENCE 0.85 MILE SOUTH ALONG A
 NO0193'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A FENCE LINE, 57 FEET
 NO0193'EAST-NORTHEAST OF THE STATION MARK, 22 1/2 FEET SOUTH OF A FENCE
 NO0193'LINE, ABOUT 3 FEET LOWER THAN THE STATION AND IN THE TOP OF A
 NO0193'CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0444 ***********************************************************************
 NO0444  DESIGNATION -  SAWYER
 NO0444  PID         -  NO0444
 NO0444  STATE/COUNTY-  NE/CHERRY
 NO0444  COUNTRY     -  US
 NO0444  USGS QUAD   -  SNAKE RIVER FALLS (2017)
 NO0444
 NO0444                         *CURRENT SURVEY CONTROL
 NO0444  ______________________________________________________________________
 NO0444* NAD 83(1995) POSITION- 42 39 26.77214(N) 100 50 03.45710(W)   ADJUSTED
 NO0444* NAVD 88 ORTHO HEIGHT -   980.0   (meters)     3215.    (feet) VERTCON
 NO0444  ______________________________________________________________________
 NO0444  GEOID HEIGHT    -        -21.097 (meters)                     GEOID18
 NO0444  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 NO0444  HORZ ORDER      -  FIRST
 NO0444
 NO0444.The horizontal coordinates were established by classical geodetic methods
 NO0444.and adjusted by the National Geodetic Survey in August 1997.
 NO0444
 NO0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0444
 NO0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0444.GEOID18 height accuracy estimate available here.
 NO0444
 NO0444.Click photographs - Photos may exist for this station.
 NO0444
 NO0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0444
 NO0444. The following values were computed from the NAD 83(1995) position.
 NO0444
 NO0444;                    North         East     Units Scale Factor Converg.
 NO0444;SPC NE       -   313,898.847   431,604.759   MT  0.99986100   -0 33 10.4
 NO0444;SPC NE       - 1,029,849.80  1,416,023.28   sFT  0.99986100   -0 33 10.4
 NO0444;UTM  14      - 4,724,405.858   349,659.716   MT  0.99987808   -1 14 35.4
 NO0444
 NO0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0444!SPC NE       -   0.99984964  x   0.99986100  =   0.99971066
 NO0444!UTM  14      -   0.99984964  x   0.99987808  =   0.99972773
 NO0444
 NO0444:                Primary Azimuth Mark                     Grid Az
 NO0444:SPC NE       -  SAWYER AZ MK                             283 43 59.1
 NO0444:UTM  14      -  SAWYER AZ MK                             284 25 24.1
 NO0444
 NO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4965924405(NAD 83)
 NO0444
 NO0444|---------------------------------------------------------------------|
 NO0444| PID    Reference Object                     Distance      Geod. Az  |
 NO0444|                                                           dddmmss.s |
 NO0444| CO4468 SAWYER RM 1                          38.459 METERS 17949     |
 NO0444| CO4469 SAWYER RM 2                          28.630 METERS 27420     |
 NO0444| CO4467 SAWYER AZ MK                                       2831048.7 |
 NO0444|---------------------------------------------------------------------|
 NO0444
 NO0444                          SUPERSEDED SURVEY CONTROL
 NO0444
 NO0444  NAD 83(1986)-  42 39 26.77183(N)    100 50 03.46551(W) AD(       ) 1
 NO0444  NAD 27      -  42 39 26.75500(N)    100 50 01.94200(W) AD(       ) 1
 NO0444  NGVD 29 (07/19/86)  979.7    (m)         3214.     (f) VERT ANG       
 NO0444
 NO0444.Superseded values are not recommended for survey control.
 NO0444
 NO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0444.See file dsdata.pdf to determine how the superseded data were derived.
 NO0444
 NO0444_MARKER: DS = TRIANGULATION STATION DISK
 NO0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0444_STAMPING: SAWYER 1933
 NO0444_MARK LOGO: CGS
 NO0444_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0444
 NO0444  HISTORY     - Date     Condition        Report By
 NO0444  HISTORY     - 1933     MONUMENTED       CGS
 NO0444  HISTORY     - 1949     GOOD             CGS
 NO0444  HISTORY     - 1959     GOOD             USGS
 NO0444
 NO0444                          STATION DESCRIPTION
 NO0444
 NO0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0444'ABOUT 7 MILES WEST-NORTHWEST OF SIMEON POST OFFICE IN EAST HALF
 NO0444'SEC. 22, T. 31 N., R. 30 W., ON LAND OWNED BY GEORGE SAWYER.
 NO0444'REACHED FROM VALENTINE BY GOING SOUTHWEST TO THE NIOBRARA RIVER
 NO0444'BRIDGE.  CONTINUE ON ABOUT 8.5 MILES TO THE BURGE RANCH AND
 NO0444'SCHOOLHOUSE.  CONTINUE ON ABOUT 5 MILES WEST OF SOUTH TO A LARGE
 NO0444'SAND HILL EAST OF ROAD.  IT IS THE ONLY HIGH HILL WITHIN 3 OR 4
 NO0444'MILES.  STATION IS ON HIGHEST PART OF HILL AND IS MARKED WITH A
 NO0444'FOUR-INCH CAST-IRON PIPE SET IN THE GROUND, FILLED WITH
 NO0444'CONCRETE AND HAS A STANDARD BRONZE DISK IN TOP.
 NO0444'
 NO0444'REFERENCE MARK NO. 1 IS ALMOST DUE SOUTH OF STATION DOWN SLOPE.
 NO0444'NO FENCES NEAR THE STATION OR ANY OF THE MARKS.
 NO0444'
 NO0444'REFERENCE MARK NO. 2 IS NORTHWEST BY WEST OF STATION DOWN SLOPE.
 NO0444'
 NO0444'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE CAST-IRON
 NO0444'PIPES FILLED WITH CONCRETE WITH STANDARD DISKS IN TOP.
 NO0444'
 NO0444'AZIMUTH MARK IS NORTHWEST OF STATION ON TOP OF HILL AND IS A
 NO0444'CONCRETE FILLED CAST-IRON PIPE WITH BRONZE DISK IN TOP.  BURIED
 NO0444'5 FEET IN GROUND.
 NO0444'
 NO0444'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 NO0444
 NO0444                          STATION RECOVERY (1949)
 NO0444
 NO0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0444'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 NO0444'NUMBER 2, AND REFERENCE MARK NUMBER 3 (AZIMUTH MARK) WERE
 NO0444'RECOVERED AND ARE IN GOOD CONDITION.  A COMPLETE AND NEW
 NO0444'DESCRIPTION FOLLOWS--
 NO0444'
 NO0444'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT SAND
 NO0444'HILL, ABOUT 22 MILES SOUTHWEST OF VALENTINE, 4 FEET EAST OF A
 NO0444'WITNESS POST, AND IS ON LAND OWNED BY MRS. GEO. SAWYER.  IT IS A
 NO0444'STANDARD DISK, STAMPED SAWYER 1933, THAT IS SET FLUSH IN THE TOP
 NO0444'OF A 4-INCH CAST-IRON PIPE WHICH IS FILLED WITH CONCRETE.  IT
 NO0444'PROJECTS ABOUT 4 INCHES.
 NO0444'
 NO0444'REFERENCE MARK NO. 1 IS 5 FEET LOWER THAN THE STATION.  IT IS
 NO0444'A STANDARD REFERENCE MARK DISK, STAMPED SAWYER NO 1 1933, THAT
 NO0444'IS SET IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS FILLED WITH
 NO0444'CONCRETE.  IT PROJECTS ABOUT 10 INCHES.
 NO0444'
 NO0444'REFERENCE MARK NO. 2 IS 7 FEET LOWER THAN THE STATION.  IT IS A
 NO0444'STANDARD REFERENCE MARK DISK, STAMPED SAWYER NO 2 1949, THAT
 NO0444'IS SET IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS FILLED WITH
 NO0444'CONCRETE.  IT PROJECTS ABOUT 10 INCHES.
 NO0444'
 NO0444'THE AZIMUTH MARK (REFERENCE MARK NO. 3) IS LOCATED ON THE HIGHEST
 NO0444'POINT OF A SAND KNOLL THAT IS ABOUT 0.3 MILE WEST OF THE STATION
 NO0444'AND ABOUT 75 FEET LOWER.  IT IS WITNESSED BY A REFERENCE POST
 NO0444'THAT PROJECTS 2 FEET.  IT IS A STANDARD REFERENCE MARK DISK THAT
 NO0444'IS STAMPED SAWYER NO 3 1933 AND PROJECTS ABOUT 4 INCHES.
 NO0444'
 NO0444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 83
 NO0444'AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO WEST ON U.S.
 NO0444'HIGHWAY 20 FOR 0.1 MILE TO A GRAVELED T-ROAD ON THE LEFT, TURN
 NO0444'LEFT AND GO SOUTH FOR 0.45 MILE.  THENCE BEAR RIGHT AND GO SOUTH
 NO0444'WEST ON AN OILED ROAD FOR 3.6 MILES TO END OF THE SURFACED
 NO0444'ROAD, CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 1.5 MILES
 NO0444'TO FORKS, TAKE RIGHT FORK AND CONTINUE SOUTHWESTERLY FOR 2.4
 NO0444'MILES TO A RANCH ON THE LEFT, CONTINUE WEST ALONG THE NORTH
 NO0444'SIDE OF THE RIVER FOR 1.35 MILES TO A BRIDGE ON THE LEFT, TURN
 NO0444'LEFT ACROSS BRIDGE, TAKING RIGHT FORK AT SOUTH END, AND
 NO0444'CONTINUE ON MAIN TRACK ROAD FOR 5.0 MILES TO A FORK AT A
 NO0444'LARGE MAILBOX, TAKE LEFT FORK FOR 1.15 MILES TO A RANCH HOUSE
 NO0444'ON THE LEFT, CONTINUE ON TRACK ROAD BETWEEN HOUSE AND
 NO0444'GARAGE, TAKING RIGHT FORK JUST WEST OF THE HOUSE, FOR 2.1 MILES
 NO0444'TO A CATTLE GUARD, CONTINUE AS PER SIGN SNAKE FALLS FOR 1.1
 NO0444'MILES TO A RANCH HOUSE ON THE LEFT, CONTINUE SOUTHWEST FOR
 NO0444'0.25 MILE TO THE BURGE SCHOOLHOUSE ON THE LEFT, CONTINUE
 NO0444'SOUTHERLY ON MAIN ROAD FOR 4.4 MILES TO A WIRE GATE ON THE
 NO0444'RIGHT AND DRIVEWAY LEADING WEST TO THE SAWYER RANCH, CONTINUE
 NO0444'SOUTH ON TRACK ROAD FOR 0.25 MILE TO A CATTLE GUARD ON THE
 NO0444'RIGHT, TURN RIGHT ACROSS ACROSS THE CATTLE GUARD, THEN TURN
 NO0444'LEFT AND CONTINUE SOUTH ON TRACK ROAD FOR 1.05 MILES TO A CATTLE
 NO0444'GUARD, CONTINUE ON TRACK ROAD FOR 0.15 MILE TO A WIRE GATE,
 NO0444'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.35 MILE
 NO0444'TO A CATTLE GUARD, CROSS THE CATTLE GUARD THEN TURN LEFT,
 NO0444'LEAVING TRACK ROAD, AND PICK ROAD SOUTHEASTERLY ACROSS SAND HILLS
 NO0444'FOR ABOUT 1.3 MILES TO THE HIGHEST POINT AND THE STATION AS
 NO0444'DESCRIBED.
 NO0444
 NO0444                          STATION RECOVERY (1959)
 NO0444
 NO0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 NO0444'THIS MARK IS REFERRED TO AS LAWYER 1933 IN THE PUBLISHED NOTES.
 NO0444'
 NO0444'REFERENCE MARK 1 WAS NOT FOUND.
 NO0444'
 NO0444'THE AZIMUTH MARK HAS BEEN BROKEN BELOW THE SURFACE BUT IS
 NO0444'STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1202 ***********************************************************************
 LH1202  DESIGNATION -  SAYLOR RESET
 LH1202  PID         -  LH1202
 LH1202  STATE/COUNTY-  NE/ADAMS
 LH1202  COUNTRY     -  US
 LH1202  USGS QUAD   -  CAMPBELL (2017)
 LH1202
 LH1202                         *CURRENT SURVEY CONTROL
 LH1202  ______________________________________________________________________
 LH1202* NAD 83(1995) POSITION- 40 21 01.47183(N) 098 41 08.58579(W)   ADJUSTED
 LH1202* NAVD 88 ORTHO HEIGHT -   631.    (meters)     2070.    (feet) SCALED
 LH1202  ______________________________________________________________________
 LH1202  GEOID HEIGHT    -        -25.547 (meters)                     GEOID18
 LH1202  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 LH1202  HORZ ORDER      -  THIRD
 LH1202
 LH1202.The horizontal coordinates were established by classical geodetic methods
 LH1202.and adjusted by the National Geodetic Survey in August 1997.
 LH1202
 LH1202.The orthometric height was scaled from a topographic map.
 LH1202
 LH1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1202.GEOID18 height accuracy estimate available here.
 LH1202
 LH1202.Click photographs - Photos may exist for this station.
 LH1202
 LH1202.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1202
 LH1202. The following values were computed from the NAD 83(1995) position.
 LH1202
 LH1202;                    North         East     Units Scale Factor Converg.
 LH1202;SPC NE       -    58,260.603   611,635.866   MT  0.99985994   +0 52 15.5
 LH1202;SPC NE       -   191,143.33  2,006,675.34   sFT  0.99985994   +0 52 15.5
 LH1202;UTM  14      - 4,466,697.747   526,689.385   MT  0.99960877   +0 12 12.6
 LH1202
 LH1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1202!SPC NE       -   0.99990499  x   0.99985994  =   0.99976495
 LH1202!UTM  14      -   0.99990499  x   0.99960877  =   0.99951380
 LH1202
 LH1202:                Primary Azimuth Mark                     Grid Az
 LH1202:SPC NE       -  SAYLOR AZ MK 2                           091 20 46.2
 LH1202:UTM  14      -  SAYLOR AZ MK 2                           092 00 49.1
 LH1202
 LH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2668966697(NAD 83)
 LH1202
 LH1202|---------------------------------------------------------------------|
 LH1202| PID    Reference Object                     Distance      Geod. Az  |
 LH1202|                                                           dddmmss.s |
 LH1202| CN9713 SAYLOR RM 1                          14.193 METERS 08649     |
 LH1202| CN9716 SAYLOR RM 4                          34.857 METERS 08728     |
 LH1202| LH1206 SAYLOR AZ MK 2                      455.863 METERS 0921301.7 |
 LH1202| CN9712 SAYLOR AZ MK                                       0922054.9 |
 LH1202| LH1199 BLADEN MUNICIPAL TANK               APPROX. 8.2 KM 1133121.4 |
 LH1202| CN9714 SAYLOR RM 2                          17.198 METERS 17548     |
 LH1202| CN9715 SAYLOR RM 3                          17.508 METERS 18342     |
 LH1202| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX. 7.2 KM 2122803.0 |
 LH1202|---------------------------------------------------------------------|
 LH1202
 LH1202                          SUPERSEDED SURVEY CONTROL
 LH1202
 LH1202  NAD 83(1986)-  40 21 01.47814(N)    098 41 08.58537(W) AD(       ) 3
 LH1202  NAD 27      -  40 21 01.42300(N)    098 41 07.33400(W) AD(       ) 3
 LH1202
 LH1202.Superseded values are not recommended for survey control.
 LH1202
 LH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1202.See file dsdata.pdf to determine how the superseded data were derived.
 LH1202
 LH1202_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1202_STAMPING: SAYLOR 1951 1980
 LH1202_MARK LOGO: NGS
 LH1202_PROJECTION: FLUSH
 LH1202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LH1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1202+STABILITY: SURFACE MOTION
 LH1202
 LH1202  HISTORY     - Date     Condition        Report By
 LH1202  HISTORY     - 1951     MONUMENTED       CGS
 LH1202  HISTORY     - 1980     GOOD             NGS
 LH1202
 LH1202                          STATION DESCRIPTION
 LH1202
 LH1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1202'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF CAMPBELL AND
 LH1202'ABOUT 5.0 MILES NORTHWEST OF BLADEN ON THE ROAD RIGHT-OF-WAY,
 LH1202'87 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 31 FEET
 LH1202'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 5 FEET SOUTHWEST OF
 LH1202'A WITNESS POST AND 4 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LH1202'IS STAMPED SAYLOR 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1202'
 LH1202'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 31 FEET
 LH1202'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH
 LH1202'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED SAYLOR NO 1 1951 AND
 LH1202'PROJECTS 2 INCHES.
 LH1202'
 LH1202'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 28 FEET SOUTH
 LH1202'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF AN
 LH1202'EAST-WEST FENCE LINE.  IT IS STAMPED SAYLOR NO 2 1951 AND
 LH1202'PROJECTS 2 INCHES.
 LH1202'
 LH1202'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.40 FEET.
 LH1202'
 LH1202'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 28 FEET SOUTH
 LH1202'OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET NORTH OF AN EAST-WEST
 LH1202'FENCE LINE AND 1 FOOT NORTHWEST OF A TELEPHONE POLE.  IT IS
 LH1202'STAMPED SAYLOR 1951 AND PROJECTS 3 INCHES.
 LH1202'
 LH1202'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO NORTH
 LH1202'FOR 0.55 MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST
 LH1202'FOR 0.3 MILE TO A T INTERSECTION.  TURN LEFT AND GO NORTH ON
 LH1202'GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LH1202'EAST ON DIRT ROAD FOR 2.15 MILES TO STATION ON LEFT AS DESCRIBED.
 LH1202'(CONTINUE EAST ON DIRT ROAD FOR 0.25 MILE TO AZIMUTH MARK ON
 LH1202'RIGHT AS DESCRIBED.)
 LH1202
 LH1202                          STATION RECOVERY (1980)
 LH1202
 LH1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1202'UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION ABOUT 14 INCHES
 LH1202'BELOW THE GROUND SURFACE.  REFERENCE MARK 1 WAS NOT FOUND, REFERENCE
 LH1202'MARK 2 WAS RECOVERED IN POOR CONDITION AND THE AZIMUTH MARK WAS
 LH1202'FOUND LOOSE IN THE GROUND AND TURNED ABOUT 90 DEGREES.  THE
 LH1202'UNDERGROUND MARK WAS LOWERED TO 42 INCHES BELOW THE SURFACE, A NEW
 LH1202'SURFACE MARK WAS SET AND REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 LH1202'MARK WERE ESTABLISHED.  THE DISK WAS SALVAGED FROM THE OLD AZIMUTH
 LH1202'MARK.  THE DISTANCE TO REFERENCE MARK 2 WAS 0.007 METER SHORTER THAN
 LH1202'1951 DATA AND THE DIRECTION TO THE MARK WAS 10 MINUTES, 50 SECONDS
 LH1202'LARGER THAN 1951 DATA.  THE DIRECTION TO THE CAMPBELL MUNICIPAL
 LH1202'STANDPIPE WAS 9.9 SECONDS LARGER THAN 1951 DATA.  A NEW DESCRIPTION
 LH1202'FOLLOWS.
 LH1202'
 LH1202'STATION IS ABOUT 5 MILES NORTHEAST OF CAMPBELL, 5 MILES NORTHWEST
 LH1202'OF BLADEN AND ON ROAD RIGHT-OF-WAY, ADJACENT TO PROPERTY OWNED BY RON
 LH1202'SAYLOR, RURAL ROUTE 1, CAMPBELL, TELEPHONE 402, 756 1175.
 LH1202'
 LH1202'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO NORTH ON
 LH1202'MAIN STREET FOR 0.55 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST FOR
 LH1202'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRADED
 LH1202'ROAD FOR 3.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 LH1202'GRADED ROAD FOR 2.25 MILES TO A SIDE ROAD LEFT AND THE STATION ON THE
 LH1202'LEFT, IN THE NORTHEAST QUADRANT OF THE INTERSECTION AT 4 LARGE GRAIN
 LH1202'STORAGE BINS.
 LH1202'
 LH1202'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST FOR
 LH1202'0.3 MILE TO THE MARK ON THE RIGHT.
 LH1202'
 LH1202'STATION MARKS ARE STANDARD DISKS, STAMPED---SAYLOR 1951 1980.  THE
 LH1202'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1202'FLUSH.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LH1202'42 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 116.2 FEET WEST
 LH1202'OF A POWERLINE POLE WITH A TRANSFORMER, 90.0 FEET EAST OF THE
 LH1202'CENTERLINE OF A ROAD, 58.0 FEET NORTH OF A WITNESS POST, 29.2 FEET
 LH1202'SOUTH-SOUTHWEST OF THE SOUTHWEST GUY POLE FOR A GRAIN ELEVATOR AND
 LH1202'29.0 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LH1202'
 LH1202'REFERENCE MARK 2 IS A STANDARD DISK, IT IS DAMAGED, STAMPED---SAYLOR
 LH1202'NO 2 1951--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LH1202'2 INCHES AND HAS ITS NORTHWEST CORNER BROKEN OFF.  IT IS 28.0 FEET
 LH1202'SOUTH OF THE CENTERLINE OF THE ROAD, 9.5 FEET EAST OF THE WITNESS
 LH1202'POST AND 1.5 FEET NORTH OF A FENCE.
 LH1202'
 LH1202'REFERENCE MARK 3 IS A CAST ALUMINUM MARKED, STAMPED---SAYLOR 1951
 LH1202'NO 3 1980--- IMBEDDED FLUSH WITH THE GROUND AND SURROUNDED BY
 LH1202'CONCRETE.  IT IS 134.2 FEET SOUTHWEST OF THE POWERLINE POLE, 29.0
 LH1202'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF THE
 LH1202'WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 LH1202'
 LH1202'REFERENCE MARK 4 IS A CAST ALUMINUM MARKER, STAMPED---SAYLOR 1951
 LH1202'NO 4 1980--- IMBEDDED FLUSH WITH THE GROUND AND SURROUNDED BY
 LH1202'CONCRETE.  IT IS 33.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25.8
 LH1202'FEET SOUTHEAST OF THE SOUTHEAST GUYPOLE FOR THE GRAIN ELEVATOR AND 1.8
 LH1202'FEET WEST OF THE POWERLINE POLE WITH THE TRANSFORMER.
 LH1202'
 LH1202'AZIMUTH MARK IS A STANDARD DISK, STAMPED---SAYLOR 1951 1980--- SET
 LH1202'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 LH1202'29.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTHWEST OF
 LH1202'A TELEPHONE LINE POLE, 2.0 FEET EAST OF A WITNESS POST AND 1 FOOT
 LH1202'NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0756 ***********************************************************************
 NP0756  DESIGNATION -  SBM
 NP0756  PID         -  NP0756
 NP0756  STATE/COUNTY-  NE/SIOUX
 NP0756  COUNTRY     -  US
 NP0756  USGS QUAD   -  STORY (2017)
 NP0756
 NP0756                         *CURRENT SURVEY CONTROL
 NP0756  ______________________________________________________________________
 NP0756* NAD 83(1986) POSITION- 42 59 55.     (N) 103 57 34.     (W)   SCALED
 NP0756* NAVD 88 ORTHO HEIGHT -  1156.151 (meters)     3793.14  (feet) ADJUSTED
 NP0756  ______________________________________________________________________
 NP0756  GEOID HEIGHT    -        -15.355 (meters)                     GEOID18
 NP0756  DYNAMIC HEIGHT  -       1155.599 (meters)     3791.33  (feet) COMP
 NP0756  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 NP0756
 NP0756  VERT ORDER      -  THIRD
 NP0756
 NP0756.The horizontal coordinates were scaled from a map and have
 NP0756.an estimated accuracy of +/- 6 seconds.
 NP0756
 NP0756.The orthometric height was determined by differential leveling and
 NP0756.adjusted by the NATIONAL GEODETIC SURVEY
 NP0756.in June 1991.
 NP0756
 NP0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0756.GEOID18 height accuracy estimate available here.
 NP0756
 NP0756.Click photographs - Photos may exist for this station.
 NP0756
 NP0756.The dynamic height is computed by dividing the NAVD 88
 NP0756.geopotential number by the normal gravity value computed on the
 NP0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0756.degrees latitude (g = 980.6199 gals.).
 NP0756
 NP0756.The modeled gravity was interpolated from observed gravity values.
 NP0756
 NP0756;                    North         East    Units  Estimated Accuracy
 NP0756;SPC NE       -   358,860.      177,250.      MT  (+/- 180 meters Scaled)
 NP0756
 NP0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH848611(NAD 83)
 NP0756
 NP0756                          SUPERSEDED SURVEY CONTROL
 NP0756
 NP0756.No superseded survey control is available for this station.
 NP0756
 NP0756_MARKER: I = METAL ROD
 NP0756_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0756+WITH SETTING: INFORMATION.
 NP0756_MARK LOGO: NONE
 NP0756_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0756+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NP0756
 NP0756  HISTORY     - Date     Condition        Report By
 NP0756  HISTORY     - 1974     MONUMENTED       USGS
 NP0756
 NP0756                          STATION DESCRIPTION
 NP0756
 NP0756'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0756'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 18.2 MILES
 NP0756'SOUTHWEST ALONG GRADED DIRT ROAD, AT WALLACES RANCH HOUSE, ON WEST
 NP0756'GATE POST OF A METAL CATTLEGUARD, SET IN A COPPER-CLAD STEEL ROD AND
 NP0756'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0757 ***********************************************************************
 NP0757  DESIGNATION -  SBM
 NP0757  PID         -  NP0757
 NP0757  STATE/COUNTY-  NE/SIOUX
 NP0757  COUNTRY     -  US
 NP0757  USGS QUAD   -  STORY (2017)
 NP0757
 NP0757                         *CURRENT SURVEY CONTROL
 NP0757  ______________________________________________________________________
 NP0757* NAD 83(1986) POSITION- 42 59 43.     (N) 103 58 13.     (W)   SCALED
 NP0757* NAVD 88 ORTHO HEIGHT -  1159.577 (meters)     3804.38  (feet) ADJUSTED
 NP0757  ______________________________________________________________________
 NP0757  GEOID HEIGHT    -        -15.335 (meters)                     GEOID18
 NP0757  DYNAMIC HEIGHT  -       1159.022 (meters)     3802.56  (feet) COMP
 NP0757  MODELED GRAVITY -    980,101.0   (mgal)                       NAVD 88
 NP0757
 NP0757  VERT ORDER      -  THIRD
 NP0757
 NP0757.The horizontal coordinates were scaled from a map and have
 NP0757.an estimated accuracy of +/- 6 seconds.
 NP0757
 NP0757.The orthometric height was determined by differential leveling and
 NP0757.adjusted by the NATIONAL GEODETIC SURVEY
 NP0757.in June 1991.
 NP0757
 NP0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0757.GEOID18 height accuracy estimate available here.
 NP0757
 NP0757.Click photographs - Photos may exist for this station.
 NP0757
 NP0757.The dynamic height is computed by dividing the NAVD 88
 NP0757.geopotential number by the normal gravity value computed on the
 NP0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0757.degrees latitude (g = 980.6199 gals.).
 NP0757
 NP0757.The modeled gravity was interpolated from observed gravity values.
 NP0757
 NP0757;                    North         East    Units  Estimated Accuracy
 NP0757;SPC NE       -   358,530.      176,350.      MT  (+/- 180 meters Scaled)
 NP0757
 NP0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH839608(NAD 83)
 NP0757
 NP0757                          SUPERSEDED SURVEY CONTROL
 NP0757
 NP0757.No superseded survey control is available for this station.
 NP0757
 NP0757_MARKER: I = METAL ROD
 NP0757_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0757+WITH SETTING: INFORMATION.
 NP0757_MARK LOGO: NONE
 NP0757_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0757+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NP0757
 NP0757  HISTORY     - Date     Condition        Report By
 NP0757  HISTORY     - 1974     MONUMENTED       USGS
 NP0757
 NP0757                          STATION DESCRIPTION
 NP0757
 NP0757'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0757'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 19.0 MILES
 NP0757'WEST ALONG GRADED DIRT ROAD, 15 FEET WEST OF THE CENTER OF A GATE ON
 NP0757'THE NORTH SIDE OF THE ROAD, REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0708 ***********************************************************************
 NQ0708  DESIGNATION -  SBM
 NQ0708  PID         -  NQ0708
 NQ0708  STATE/COUNTY-  NE/SIOUX
 NQ0708  COUNTRY     -  US
 NQ0708  USGS QUAD   -  SHERRILL HILLS (2018)
 NQ0708
 NQ0708                         *CURRENT SURVEY CONTROL
 NQ0708  ______________________________________________________________________
 NQ0708* NAD 83(1986) POSITION- 42 58 47.     (N) 104 00 27.     (W)   SCALED
 NQ0708* NAVD 88 ORTHO HEIGHT -  1214.269 (meters)     3983.81  (feet) ADJUSTED
 NQ0708  ______________________________________________________________________
 NQ0708  GEOID HEIGHT    -        -15.269 (meters)                     GEOID18
 NQ0708  DYNAMIC HEIGHT  -       1213.673 (meters)     3981.86  (feet) COMP
 NQ0708  MODELED GRAVITY -    980,087.9   (mgal)                       NAVD 88
 NQ0708
 NQ0708  VERT ORDER      -  THIRD
 NQ0708
 NQ0708.The horizontal coordinates were scaled from a map and have
 NQ0708.an estimated accuracy of +/- 6 seconds.
 NQ0708
 NQ0708.The orthometric height was determined by differential leveling and
 NQ0708.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0708.in June 1991.
 NQ0708
 NQ0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0708.GEOID18 height accuracy estimate available here.
 NQ0708
 NQ0708.Click photographs - Photos may exist for this station.
 NQ0708
 NQ0708.The dynamic height is computed by dividing the NAVD 88
 NQ0708.geopotential number by the normal gravity value computed on the
 NQ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0708.degrees latitude (g = 980.6199 gals.).
 NQ0708
 NQ0708.The modeled gravity was interpolated from observed gravity values.
 NQ0708
 NQ0708;                    North         East    Units  Estimated Accuracy
 NQ0708;SPC NE       -   356,940.      173,240.      MT  (+/- 180 meters Scaled)
 NQ0708
 NQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH809590(NAD 83)
 NQ0708
 NQ0708                          SUPERSEDED SURVEY CONTROL
 NQ0708
 NQ0708.No superseded survey control is available for this station.
 NQ0708
 NQ0708_MARKER: I = METAL ROD
 NQ0708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0708+WITH SETTING: INFORMATION.
 NQ0708_MARK LOGO: NONE
 NQ0708_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0708+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0708
 NQ0708  HISTORY     - Date     Condition        Report By
 NQ0708  HISTORY     - 1974     MONUMENTED       USGS
 NQ0708
 NQ0708                          STATION DESCRIPTION
 NQ0708
 NQ0708'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0708'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 21.5 MILES
 NQ0708'SOUTHWEST ALONG GRADED DIRT ROAD, ON THE SOUTH EDGE OF THE ROAD AT A
 NQ0708'DRAIN, REINFORCING ROD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0709 ***********************************************************************
 NQ0709  DESIGNATION -  SBM
 NQ0709  PID         -  NQ0709
 NQ0709  STATE/COUNTY-  NE/SIOUX
 NQ0709  COUNTRY     -  US
 NQ0709  USGS QUAD   -  SHERRILL HILLS (2018)
 NQ0709
 NQ0709                         *CURRENT SURVEY CONTROL
 NQ0709  ______________________________________________________________________
 NQ0709* NAD 83(1986) POSITION- 42 58 00.     (N) 104 01 45.     (W)   SCALED
 NQ0709* NAVD 88 ORTHO HEIGHT -  1229.701 (meters)     4034.44  (feet) ADJUSTED
 NQ0709  ______________________________________________________________________
 NQ0709  GEOID HEIGHT    -        -15.236 (meters)                     GEOID18
 NQ0709  DYNAMIC HEIGHT  -       1229.086 (meters)     4032.43  (feet) COMP
 NQ0709  MODELED GRAVITY -    980,077.3   (mgal)                       NAVD 88
 NQ0709
 NQ0709  VERT ORDER      -  THIRD
 NQ0709
 NQ0709.The horizontal coordinates were scaled from a map and have
 NQ0709.an estimated accuracy of +/- 6 seconds.
 NQ0709
 NQ0709.The orthometric height was determined by differential leveling and
 NQ0709.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0709.in June 1991.
 NQ0709
 NQ0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0709.GEOID18 height accuracy estimate available here.
 NQ0709
 NQ0709.Click photographs - Photos may exist for this station.
 NQ0709
 NQ0709.The dynamic height is computed by dividing the NAVD 88
 NQ0709.geopotential number by the normal gravity value computed on the
 NQ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0709.degrees latitude (g = 980.6199 gals.).
 NQ0709
 NQ0709.The modeled gravity was interpolated from observed gravity values.
 NQ0709
 NQ0709;                    North         East    Units  Estimated Accuracy
 NQ0709;SPC NE       -   355,580.      171,400.      MT  (+/- 180 meters Scaled)
 NQ0709
 NQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH791575(NAD 83)
 NQ0709
 NQ0709                          SUPERSEDED SURVEY CONTROL
 NQ0709
 NQ0709.No superseded survey control is available for this station.
 NQ0709
 NQ0709_MARKER: I = METAL ROD
 NQ0709_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0709+WITH SETTING: INFORMATION.
 NQ0709_MARK LOGO: NONE
 NQ0709_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0709+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0709
 NQ0709  HISTORY     - Date     Condition        Report By
 NQ0709  HISTORY     - 1974     MONUMENTED       USGS
 NQ0709
 NQ0709                          STATION DESCRIPTION
 NQ0709
 NQ0709'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0709'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 23.0 MILES
 NQ0709'SOUTHWEST ALONG GRADED DIRT ROAD, AT A WATER LINE AT AN EAST-WEST
 NQ0709'FENCE, REINFORCING ROD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4176 ***********************************************************************
 AB4176  SACS        -  This is a Secondary Airport Control Station.
 AB4176  DESIGNATION -  SCB A
 AB4176  PID         -  AB4176
 AB4176  STATE/COUNTY-  NE/DODGE
 AB4176  COUNTRY     -  US
 AB4176  USGS QUAD   -  HOOPER (2017)
 AB4176
 AB4176                         *CURRENT SURVEY CONTROL
 AB4176  ______________________________________________________________________
 AB4176* NAD 83(2011) POSITION- 41 36 26.22409(N) 096 37 28.42050(W)   ADJUSTED
 AB4176* NAD 83(2011) ELLIP HT-   374.513 (meters)        (06/27/12)   ADJUSTED
 AB4176* NAD 83(2011) EPOCH   -  2010.00
 AB4176* NAVD 88 ORTHO HEIGHT -   400.70  (meters)     1314.6   (feet) GPS OBS
 AB4176  ______________________________________________________________________
 AB4176  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4176  GEOID HEIGHT    -        -26.102 (meters)                     GEOID96
 AB4176  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 AB4176  NAD 83(2011) X  -   -551,014.435 (meters)                     COMP
 AB4176  NAD 83(2011) Y  - -4,744,464.503 (meters)                     COMP
 AB4176  NAD 83(2011) Z  -  4,213,337.734 (meters)                     COMP
 AB4176  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 AB4176
 AB4176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4176  Standards:
 AB4176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4176  -------------------------------------------------------------------
 AB4176  NETWORK    0.49   1.14           0.23   0.16   0.58      0.00202421
 AB4176  -------------------------------------------------------------------
 AB4176  Click here for local accuracies and other accuracy information.
 AB4176
 AB4176.This mark is at Scribner State Airport (SCB)
 AB4176
 AB4176.The horizontal coordinates were established by GPS observations
 AB4176.and adjusted by the National Geodetic Survey in June 2012.
 AB4176
 AB4176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4176.been affixed to the stable North American tectonic plate. See 
 AB4176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4176
 AB4176.The horizontal coordinates are valid at the epoch date displayed above
 AB4176.which is a decimal equivalence of Year/Month/Day.
 AB4176
 AB4176.The orthometric height was determined by GPS observations and a
 AB4176.high-resolution geoid model.
 AB4176
 AB4176.GPS derived orthometric heights for airport stations designated as
 AB4176.PACS or SACS are published to 2 decimal places.  This maintains
 AB4176.centimeter relative accuracy between the PACS and SACS.  It does
 AB4176.not indicate centimeter accuracy relative to other marks which are
 AB4176.part of the published vertical control network.
 AB4176
 AB4176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4176.GEOID18 height accuracy estimate available here.
 AB4176
 AB4176.Click photographs - Photos may exist for this station.
 AB4176
 AB4176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4176
 AB4176.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4176
 AB4176.The ellipsoidal height was determined by GPS observations
 AB4176.and is referenced to NAD 83.
 AB4176
 AB4176. The following values were computed from the NAD 83(2011) position.
 AB4176
 AB4176;                    North         East     Units Scale Factor Converg.
 AB4176;SPC NE       -   202,443.453   781,203.500   MT  0.99966016   +2 14 12.8
 AB4176;SPC NE       -   664,183.23  2,562,998.48   sFT  0.99966016   +2 14 12.8
 AB4176;UTM  14      - 4,608,900.423   697,939.950   MT  1.00008218   +1 34 40.3
 AB4176
 AB4176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4176!SPC NE       -   0.99994126  x   0.99966016  =   0.99960144
 AB4176!UTM  14      -   0.99994126  x   1.00008218  =   1.00002344
 AB4176
 AB4176:                Primary Azimuth Mark                     Grid Az
 AB4176:SPC NE       -  SCB B                                    002 06 16.5
 AB4176:UTM  14      -  SCB B                                    002 45 49.0
 AB4176
 AB4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9793908900(NAD 83)
 AB4176
 AB4176|---------------------------------------------------------------------|
 AB4176| PID    Reference Object                     Distance      Geod. Az  |
 AB4176|                                                           dddmmss.s |
 AB4176| AB4099 SCB B                               APPROX. 0.5 KM 0042029.3 |
 AB4176|---------------------------------------------------------------------|
 AB4176
 AB4176                          SUPERSEDED SURVEY CONTROL
 AB4176
 AB4176  NAD 83(2007)-  41 36 26.22404(N)    096 37 28.42119(W) AD(2002.00) 0
 AB4176  ELLIP H (02/10/07)  374.538  (m)                       GP(2002.00)    
 AB4176  ELLIP H (01/16/02)  374.514  (m)                       GP(       ) 4 1
 AB4176  NAD 83(1995)-  41 36 26.22407(N)    096 37 28.42066(W) AD(       ) 1
 AB4176  ELLIP H (09/17/98)  374.574  (m)                       GP(       ) 4 1
 AB4176
 AB4176.Superseded values are not recommended for survey control.
 AB4176
 AB4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4176.See file dsdata.pdf to determine how the superseded data were derived.
 AB4176
 AB4176_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB4176_SP_SET: +14 FT DEEP STORM CATCHBASIN
 AB4176_STAMPING: SCB A 1995
 AB4176_MARK LOGO: NGS
 AB4176_PROJECTION: FLUSH
 AB4176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4176+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AB4176
 AB4176  HISTORY     - Date     Condition        Report By
 AB4176  HISTORY     - 1995     MONUMENTED       NGS
 AB4176  HISTORY     - 19970903 GOOD             NGS
 AB4176
 AB4176                          STATION DESCRIPTION
 AB4176
 AB4176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4176'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HOOPER,
 AB4176'3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4176'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE), IN A STORM SEWER DRAIN IN
 AB4176'WHAT IS NOW A CULTIVATED FIELD.  OWNERSHIP--STATE OF NEBRASKA,
 AB4176'SUPERVISOR STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN NE 68501.
 AB4176'AIRPORT MANAGER, LYLE JOHNSON, PHONE (402) 654-2723 OR SHOP NUMBER
 AB4176'(402) 654-2200.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4176'HIGHWAY 275 AND STATE HIGHWAY 91 WEST (ABOUT 4.0 MI (6.4 KM) WEST OF
 AB4176'SNYDER), GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.5 MI (5.6 KM) TO A
 AB4176'INTERSECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD AND GO
 AB4176'SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD RIGHT
 AB4176'(JUST BEFORE MILE MARKER 134), TURN RIGHT AND GO WESTERLY FOLLOWING
 AB4176'GRAVEL ROAD UPHILL FOR 0.6 MI (1.0 KM) TO A T-JUNCTION, TURN LEFT AND
 AB4176'GO SOUTH ON A GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION,
 AB4176'TURN RIGHT AND GO WEST ON A PAVED ROAD (THROUGH AIR FORCE PROPERTY)
 AB4176'FOR 0.3 MI (0.5 KM) TO A ROAD RIGHT AND A GATE AHEAD, TURN RIGHT AND
 AB4176'GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 AB4176'AHEAD AND A GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ON THE
 AB4176'APRON FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH ON
 AB4176'THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO A CONNECTOR TAXIWAY
 AB4176'LEADING TO THE APPROACH END OF RUNWAY 35 ON THE RIGHT, CONTINUE AHEAD
 AB4176'AND GO SOUTH ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON
 AB4176'RIGHT.  THE STATION IS SET IN THE SOUTHEAST CORNER OF A 7 FT (2.1 M) X
 AB4176'4 FT (1.2 M) X 14 FT (4.3 M) STORM SEWER DRAIN, 207.0 FT (63.1 M)
 AB4176'SOUTH OF THE CONNECTOR TAXIWAY CENTER, 172.0 FT (52.4 M) WEST OF THE
 AB4176'WEST EDGE OF A CONCRETE TAXIWAY, 65.0 FT (19.8 M) SOUTH OF A WITNESS
 AB4176'POST AND METAL T-POST, 48.5 FT (14.8 M) NORTH OF A WITNESS POST AND
 AB4176'METAL T-POST, 28.6 FT (8.7 M) EAST OF A WITNESS POST AND METAL T-POST
 AB4176'AND 22.5 FT (6.9 M) WEST OF A WITNESS POST AND A METAL T-POST.  THIS
 AB4176'STATION TO BE USED AS SACS.
 AB4176
 AB4176                          STATION RECOVERY (1997)
 AB4176
 AB4176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4176'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH-NORTHWEST OF
 AB4176'HOOPER, 6 KM (3.70 MI) SOUTH-SOUTHEAST OF SCRIBNER AT THE SCRIBNER
 AB4176'STATE AIRFIELD (FORMERLY THE SCRIBNER AIR BASE) IN A STORM SEWER
 AB4176'CATCHBASIN IN A CULTIVATED FIELD.  WARNING OF DIFFICULT ACCESS AND NO
 AB4176'INTERVISIBILITY TO OTHER STATIONS DURING SUMMER MONTHS, BUT NO
 AB4176'SATELLITE OBSTRUCTIONS.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 AB4176'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501, PHONE (402)
 AB4176'471-2371.  AIRPORT MANAGER IS LYLE JOHNSON, HOME PHONE (402) 654-2723
 AB4176'OR SHOP PHONE (402) 654-2200. TO REACH THE STATION FROM THE JUNCTION
 AB4176'OF U.S.  HIGHWAY 275 AND STATE HIGHWAY 91 WEST, WHICH IS ABOUT 4.0 MI
 AB4176'(6.4 KM) WEST OF SNYDER, GO SOUTHEAST ON U.S.  HIGHWAY 275 FOR 3.5 MI
 AB4176'(5.6 KM) TO A INTESECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD
 AB4176'AND GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD
 AB4176'RIGHT JUST BEFORE MILE MARKER 134.  TURN RIGHT AND GO WESTERLY
 AB4176'FOLLOWING GRAVEL ROAD UPHILL FOR 1.0 KM (0.60 MI) (0.6 MI TO A
 AB4176'T-JUNCTION.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 1.05 KM (0.65
 AB4176'MI) TO A INTERSECTION.  TURN RIGHT AND GO WEST ON A PAVED ROAD
 AB4176'(THROUGH AIR FORCE PROPERTY) FOR 0.5 KM (0.30 MI) TO A GATE AHEAD AND
 AB4176'A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.05
 AB4176'MI (0.08 KM) TO THE AIRPORT OFFICE AHEAD AND A GATE LEFT.  TURN LEFT,
 AB4176'PASS THROUGH GATE AND GO WEST ON THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4176'TAXIWAY.  TURN LEFT AND GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.5 KM
 AB4176'(0.30 MI) TO A CONNECTOR TAXIWAY LEADING TO THE APPROACH END OF RUNWAY
 AB4176'35 ON THE RIGHT, CONTINUE AHEAD AND GO SOUTH ON THE TAXIWAY FOR 0.08
 AB4176'KM (0.05 MI) TO THE STATION ON THE RIGHT. THE STATION IS SET INTO THE
 AB4176'SOUTHEAST CORNER OF A 7 FT (2.1 M) X 4 FT (1.2 M) STORM SEWER
 AB4176'CATCHBASIN, 63.1 M (207.0 FT) SOUTH OF THE CONNECTOR TAXIWAY CENTER,
 AB4176'52.4 M (171.9 FT) WEST OF THE WEST EDGE OF THE CONCRETE PARALLEL
 AB4176'TAXIWAY, 19.8 M (65.0 FT) SOUTH OF A METAL FENCE POST, 14.8 M (48.6
 AB4176'FT) NORTH OF A METAL FENCE POST, 8.7 M (28.5 FT) EAST OF A METAL FENCE
 AB4176'POST AND 6.9 M (22.6 FT) WEST OF A METAL FENCE POST.  DRL,WCW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4099 ***********************************************************************
 AB4099  CBN         -  This is a Cooperative Base Network Control Station.
 AB4099  PACS        -  This is a Primary Airport Control Station.
 AB4099  DESIGNATION -  SCB B
 AB4099  PID         -  AB4099
 AB4099  STATE/COUNTY-  NE/DODGE
 AB4099  COUNTRY     -  US
 AB4099  USGS QUAD   -  HOOPER (2017)
 AB4099
 AB4099                         *CURRENT SURVEY CONTROL
 AB4099  ______________________________________________________________________
 AB4099* NAD 83(2011) POSITION- 41 36 43.95122(N) 096 37 26.62721(W)   ADJUSTED
 AB4099* NAD 83(2011) ELLIP HT-   374.595 (meters)        (06/27/12)   ADJUSTED
 AB4099* NAD 83(2011) EPOCH   -  2010.00
 AB4099* NAVD 88 ORTHO HEIGHT -   400.77  (meters)     1314.9   (feet) GPS OBS
 AB4099  ______________________________________________________________________
 AB4099  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4099  GEOID HEIGHT    -        -26.087 (meters)                     GEOID96
 AB4099  GEOID HEIGHT    -        -26.146 (meters)                     GEOID18
 AB4099  NAD 83(2011) X  -   -550,931.296 (meters)                     COMP
 AB4099  NAD 83(2011) Y  - -4,744,108.580 (meters)                     COMP
 AB4099  NAD 83(2011) Z  -  4,213,746.730 (meters)                     COMP
 AB4099  LAPLACE CORR    -         -5.66  (seconds)                    DEFLEC18
 AB4099
 AB4099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4099  Standards:
 AB4099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4099  -------------------------------------------------------------------
 AB4099  NETWORK    0.48   1.12           0.22   0.16   0.57      0.00649339
 AB4099  -------------------------------------------------------------------
 AB4099  Click here for local accuracies and other accuracy information.
 AB4099
 AB4099.This mark is at Scribner State Airport (SCB)
 AB4099
 AB4099.The horizontal coordinates were established by GPS observations
 AB4099.and adjusted by the National Geodetic Survey in June 2012.
 AB4099
 AB4099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4099.been affixed to the stable North American tectonic plate. See 
 AB4099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4099
 AB4099.The horizontal coordinates are valid at the epoch date displayed above
 AB4099.which is a decimal equivalence of Year/Month/Day.
 AB4099
 AB4099.The orthometric height was determined by GPS observations and a
 AB4099.high-resolution geoid model.
 AB4099
 AB4099.GPS derived orthometric heights for airport stations designated as
 AB4099.PACS or SACS are published to 2 decimal places.  This maintains
 AB4099.centimeter relative accuracy between the PACS and SACS.  It does
 AB4099.not indicate centimeter accuracy relative to other marks which are
 AB4099.part of the published vertical control network.
 AB4099
 AB4099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4099.GEOID18 height accuracy estimate available here.
 AB4099
 AB4099.Click photographs - Photos may exist for this station.
 AB4099
 AB4099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4099
 AB4099.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4099
 AB4099.The ellipsoidal height was determined by GPS observations
 AB4099.and is referenced to NAD 83.
 AB4099
 AB4099. The following values were computed from the NAD 83(2011) position.
 AB4099
 AB4099;                    North         East     Units Scale Factor Converg.
 AB4099;SPC NE       -   202,991.381   781,223.635   MT  0.99966031   +2 14 14.0
 AB4099;SPC NE       -   665,980.89  2,563,064.54   sFT  0.99966031   +2 14 14.0
 AB4099;UTM  14      - 4,609,448.314   697,966.397   MT  1.00008230   +1 34 42.0
 AB4099
 AB4099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4099!SPC NE       -   0.99994125  x   0.99966031  =   0.99960158
 AB4099!UTM  14      -   0.99994125  x   1.00008230  =   1.00002354
 AB4099
 AB4099:                Primary Azimuth Mark                     Grid Az
 AB4099:SPC NE       -  SCB A                                    182 06 16.5
 AB4099:UTM  14      -  SCB A                                    182 45 48.5
 AB4099
 AB4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9796609448(NAD 83)
 AB4099
 AB4099|---------------------------------------------------------------------|
 AB4099| PID    Reference Object                     Distance      Geod. Az  |
 AB4099|                                                           dddmmss.s |
 AB4099| AB4176 SCB A                               APPROX. 0.5 KM 1842030.5 |
 AB4099|---------------------------------------------------------------------|
 AB4099
 AB4099                          SUPERSEDED SURVEY CONTROL
 AB4099
 AB4099  NAD 83(2007)-  41 36 43.95118(N)    096 37 26.62790(W) AD(2002.00) 0
 AB4099  ELLIP H (02/10/07)  374.619  (m)                       GP(2002.00)    
 AB4099  ELLIP H (07/10/01)  374.595  (m)                       GP(       ) 4 1
 AB4099  NAD 83(1995)-  41 36 43.95121(N)    096 37 26.62737(W) AD(       ) B
 AB4099  ELLIP H (06/25/96)  374.656  (m)                       GP(       ) 1 1
 AB4099
 AB4099.Superseded values are not recommended for survey control.
 AB4099
 AB4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4099.See file dsdata.pdf to determine how the superseded data were derived.
 AB4099
 AB4099_MARKER: I = METAL ROD
 AB4099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4099_STAMPING: SCB B 1995
 AB4099_MARK LOGO: NGS
 AB4099_PROJECTION: FLUSH
 AB4099_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4099+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2017
 AB4099_ROD/PIPE-DEPTH: 9.8 meters
 AB4099_SLEEVE-DEPTH  : 1 meters
 AB4099
 AB4099  HISTORY     - Date     Condition        Report By
 AB4099  HISTORY     - 1995     MONUMENTED       NGS
 AB4099  HISTORY     - 19970903 GOOD             NGS
 AB4099  HISTORY     - 20000612 GOOD             NEDR
 AB4099  HISTORY     - 20170316 GOOD             NEGS
 AB4099
 AB4099                          STATION DESCRIPTION
 AB4099
 AB4099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4099'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HOOPER,
 AB4099'3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4099'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE) IN A GRASS STRIP BETWEEN
 AB4099'THE APRON-TAXIWAY AND A CULTIVATED FIELD.  OWNERSHIP--STATE OF
 AB4099'NEBRASKA, SUPERVISOR STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE
 AB4099'68501.  AIRPORT MANAGER, LYLE JOHNSON, PHONE (402) 654-2723 OR SHOP
 AB4099'NUMBER (402) 654-2200.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4099'HIGHWAY 275 AND STATE HIGHWAY 91 WEST (ABOUT 4.0 MI (6.4 KM) WEST OF
 AB4099'SNYDER), GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.5 MI (5.6 KM) TO AN
 AB4099'INTERSECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD AND GO
 AB4099'SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD RIGHT
 AB4099'(JUST BEFORE MILE MARKER 134), TURN RIGHT AND GO WESTERLY FOLLOWING
 AB4099'GRAVEL ROAD UPHILL FOR 0.6 MI (1.0 KM) TO A T-JUNCTION, TURN LEFT AND
 AB4099'GO SOUTH ON A GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO A INTERSECTION,
 AB4099'TURN RIGHT AND GO WEST ON A PAVED ROAD (THROUGH AIR FORCE PROPERTY)
 AB4099'FOR 0.3 MI (0.5 KM) TO A ROAD RIGHT AND A GATE AHEAD, TURN RIGHT AND
 AB4099'GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 AB4099'AHEAD AND A GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ON THE
 AB4099'APRON FOR 0.05 MI (0.08 KM) TO THE WEST EDGE OF THE APRON-TAXIWAY
 AB4099'PAVEMENT AND THE STATION JUST AHEAD.  THE STATION IS 40.2 FT (12.3 M)
 AB4099'WEST OF PARALLEL TAXIWAY CENTER, 14.8 FT (4.5 M) WEST OF THE WEST EDGE
 AB4099'OF THE PAVEMENT, 29.4 FT (9.0 M) NORTH-NORTHWEST OF A REFLECTIVE
 AB4099'TAXIWAY MARKER AND 8.5 FT (2.6 M) EAST OF A WITNESS POST AT THE EDGE
 AB4099'OF A CULTIVATED FIELD.  NOTE--THIS STATION WAS USED AS AN AREA
 AB4099'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4099
 AB4099                          STATION RECOVERY (1997)
 AB4099
 AB4099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 03SEP1997 (WCW) .  RECOVERED
 AB4099'AS DESCRIBED.
 AB4099
 AB4099                          STATION RECOVERY (2000)
 AB4099
 AB4099'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4099'RECOVERED AS DESCRIBED.
 AB4099
 AB4099                          STATION RECOVERY (2017)
 AB4099
 AB4099'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (LB)
 AB4099'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4177 ***********************************************************************
 AB4177  SACS        -  This is a Secondary Airport Control Station.
 AB4177  DESIGNATION -  SCB C
 AB4177  PID         -  AB4177
 AB4177  STATE/COUNTY-  NE/DODGE
 AB4177  COUNTRY     -  US
 AB4177  USGS QUAD   -  SCRIBNER SW (2017)
 AB4177
 AB4177                         *CURRENT SURVEY CONTROL
 AB4177  ______________________________________________________________________
 AB4177* NAD 83(2011) POSITION- 41 37 05.29204(N) 096 37 29.02808(W)   ADJUSTED
 AB4177* NAD 83(2011) ELLIP HT-   374.119 (meters)        (06/27/12)   ADJUSTED
 AB4177* NAD 83(2011) EPOCH   -  2010.00
 AB4177* NAVD 88 ORTHO HEIGHT -   400.27  (meters)     1313.2   (feet) GPS OBS
 AB4177  ______________________________________________________________________
 AB4177  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4177  GEOID HEIGHT    -        -26.065 (meters)                     GEOID96
 AB4177  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 AB4177  NAD 83(2011) X  -   -550,936.028 (meters)                     COMP
 AB4177  NAD 83(2011) Y  - -4,743,667.449 (meters)                     COMP
 AB4177  NAD 83(2011) Z  -  4,214,238.676 (meters)                     COMP
 AB4177  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 AB4177
 AB4177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4177  Standards:
 AB4177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4177  -------------------------------------------------------------------
 AB4177  NETWORK    0.49   1.16           0.23   0.16   0.59     -0.00104636
 AB4177  -------------------------------------------------------------------
 AB4177  Click here for local accuracies and other accuracy information.
 AB4177
 AB4177.This mark is at Scribner State Airport (SCB)
 AB4177
 AB4177.The horizontal coordinates were established by GPS observations
 AB4177.and adjusted by the National Geodetic Survey in June 2012.
 AB4177
 AB4177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4177.been affixed to the stable North American tectonic plate. See 
 AB4177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4177
 AB4177.The horizontal coordinates are valid at the epoch date displayed above
 AB4177.which is a decimal equivalence of Year/Month/Day.
 AB4177
 AB4177.The orthometric height was determined by GPS observations and a
 AB4177.high-resolution geoid model.
 AB4177
 AB4177.GPS derived orthometric heights for airport stations designated as
 AB4177.PACS or SACS are published to 2 decimal places.  This maintains
 AB4177.centimeter relative accuracy between the PACS and SACS.  It does
 AB4177.not indicate centimeter accuracy relative to other marks which are
 AB4177.part of the published vertical control network.
 AB4177
 AB4177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4177.GEOID18 height accuracy estimate available here.
 AB4177
 AB4177.Click photographs - Photos may exist for this station.
 AB4177
 AB4177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4177
 AB4177.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4177
 AB4177.The ellipsoidal height was determined by GPS observations
 AB4177.and is referenced to NAD 83.
 AB4177
 AB4177. The following values were computed from the NAD 83(2011) position.
 AB4177
 AB4177;                    North         East     Units Scale Factor Converg.
 AB4177;SPC NE       -   203,646.886   781,142.420   MT  0.99966051   +2 14 12.4
 AB4177;SPC NE       -   668,131.49  2,562,798.09   sFT  0.99966051   +2 14 12.4
 AB4177;UTM  14      - 4,610,104.986   697,892.693   MT  1.00008194   +1 34 41.1
 AB4177
 AB4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4177!SPC NE       -   0.99994132  x   0.99966051  =   0.99960185
 AB4177!UTM  14      -   0.99994132  x   1.00008194  =   1.00002326
 AB4177
 AB4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9789210104(NAD 83)
 AB4177
 AB4177                          SUPERSEDED SURVEY CONTROL
 AB4177
 AB4177  NAD 83(2007)-  41 37 05.29200(N)    096 37 29.02877(W) AD(2002.00) 0
 AB4177  ELLIP H (02/10/07)  374.144  (m)                       GP(2002.00)    
 AB4177  ELLIP H (01/16/02)  374.120  (m)                       GP(       ) 4 1
 AB4177  NAD 83(1995)-  41 37 05.29203(N)    096 37 29.02824(W) AD(       ) 1
 AB4177  ELLIP H (09/17/98)  374.181  (m)                       GP(       ) 4 1
 AB4177
 AB4177.Superseded values are not recommended for survey control.
 AB4177
 AB4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4177.See file dsdata.pdf to determine how the superseded data were derived.
 AB4177
 AB4177_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4177_SP_SET: +6 FT DEEP STORM SEWER DRAIN
 AB4177_STAMPING: SCB C 1995
 AB4177_MARK LOGO: NGS
 AB4177_PROJECTION: FLUSH
 AB4177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4177+STABILITY: SURFACE MOTION
 AB4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4177+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AB4177
 AB4177  HISTORY     - Date     Condition        Report By
 AB4177  HISTORY     - 1995     MONUMENTED       NGS
 AB4177  HISTORY     - 19970903 GOOD             NGS
 AB4177
 AB4177                          STATION DESCRIPTION
 AB4177
 AB4177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4177'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HOOPER,
 AB4177'3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4177'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE), IN A STORM SEWER DRAIN IN
 AB4177'WHAT IS NOW A CULTIVATED FIELD.  OWNERSHIP--STATE OF NEBRASKA,
 AB4177'SUPERVISOR STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN NE 68501.
 AB4177'AIRPORT MANAGER, LYLE JOHNSON, PHONE (402) 654-2723 OR SHOP NUMBER
 AB4177'(402) 654-2200.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4177'HIGHWAY 275 AND STATE HIGHWAY 91 WEST (ABOUT 4.0 MI (6.4 KM) WEST OF
 AB4177'SNYDER), GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.5 MI (5.6 KM) TO A
 AB4177'INTERSECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD AND GO
 AB4177'SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD RIGHT
 AB4177'(JUST BEFORE MILE MARKER 134), TURN RIGHT AND GO WESTERLY FOLLOWING
 AB4177'GRAVEL ROAD UPHILL FOR 0.6 MI (1.0 KM) TO A T-JUNCTION, TURN LEFT AND
 AB4177'GO SOUTH ON A GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION,
 AB4177'TURN RIGHT AND GO WEST ON A PAVED ROAD (THROUGH AIR FORCE PROPERTY)
 AB4177'FOR 0.3 MI (0.5 KM) TO A ROAD RIGHT AND A GATE AHEAD, TURN RIGHT AND
 AB4177'GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 AB4177'AHEAD AND A GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ON THE
 AB4177'APRON FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN RIGHT AND GO NORTH ON
 AB4177'THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON LEFT. THE
 AB4177'STATION IS SET INTO THE SOUTHEAST CORNER OF A 7 FT (2.1 M) X 4 FT (1.2
 AB4177'M) X 6 FT (1.8 M) STORM SEWER DRAIN, 407.0 FT (124.1 M) SOUTH OF THE
 AB4177'CONNECTOR TAXIWAY TO THE APPROACH END OF RUNWAY 17 CENTER, 173.0 FT
 AB4177'(52.7 M) WEST OF THE PARALLEL TAXIWAY CENTER, 53.3 FT (16.2 M) SOUTH
 AB4177'OF A T-POST, 46.8 FT (14.3 M) NORTH OF A METAL T-POST, 27.6 FT (8.4 M)
 AB4177'EAST-SOUTHEAST OF A METAL T-POST, 26.0 FT (7.9 M) WEST-SOUTHWEST OF A
 AB4177'T-POST AND 4.6 FT (1.4 M) EAST OF A WITNESS POST.  THIS STATION TO BE
 AB4177'USED AS SACS.
 AB4177
 AB4177                          STATION RECOVERY (1997)
 AB4177
 AB4177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4177'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST NORTHWEST OF HOOPER,
 AB4177'3.6 MI (5.8 KM) SOUTH SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4177'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE) IN A STORM SEWER DRAIN IN A
 AB4177'CULTIVATED FIELD.  WARNING OF DIFFICULT ACCESS AND POSSIBLY NO
 AB4177'INTERVISIBILITY WITH NEARBY STATIONS DURING SUMMER MONTHS, BUT NO
 AB4177'SATELLITE OBSTRUCTIONS.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 AB4177'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501, PHONE (402)
 AB4177'471-2371.  AIRPORT MANAGER IS LYLE JOHNSON, HOME PHONE (402) 654-2723
 AB4177'OR SHOP PHONE (402) 654-2200. TO REACH THE STATION FROM THE JUNCTION
 AB4177'OF U.S.  HIGHWAY 275 AND STATE HIGHWAY 91 WEST WHICH IS ABOUT 6.5 KM
 AB4177'(4.05 MI) WEST OF SNYDER, GO SOUTHEAST ON U.S.  HIGHWAY 275 FOR 5.6 KM
 AB4177'(3.45 MI) TO AN INTESECTION AND STOP LIGHT IN SCRIBNER.  CONTINUE
 AB4177'AHEAD AND GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 6.0 KM (3.70 MI) TO A
 AB4177'GRAVEL ROAD ON RIGHT JUST BEFORE MILE MARKER 134.  TURN RIGHT AND GO
 AB4177'WESTERLY FOLLOWING GRAVEL ROAD UPHILL FOR 1.0 KM (0.60 MI) TO A
 AB4177'T-JUNCTION.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 1.05 KM (0.65
 AB4177'MI) TO AN INTERSECTION. TURN RIGHT AND GO WEST ON A PAVED ROAD
 AB4177'(THROUGH AIR FORCE PROPERTY) FOR 0.5 KM (0.30 MI) TO A GATE AHEAD AND
 AB4177'A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.08
 AB4177'KM (0.05 MI) TO THE AIRPORT OFFICE AHEAD AND A GATE LEFT.  TURN LEFT,
 AB4177'PASS THROUGH GATE AND GO WEST ON THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4177'TAXIWAY.  TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY FOR 0.6 KM
 AB4177'(0.35 MI) TO THE STATION ON LEFT. THE STATION IS COUNTERSUNK INTO THE
 AB4177'SOUTHEAST CORNER OF A 7 FT (2.1 M) BY 4 FT (1.2 M) STORM SEWER
 AB4177'CATCHBASIN, 124.1 M (407.2 FT) SOUTH OF THE CONNECTOR TAXIWAY CENTER
 AB4177'WHICH LEADS TO RUNWAY APPROACH 17, 52.7 M (172.9 FT) WEST OF THE
 AB4177'PARALLEL TAXIWAY CENTER, 53.3 FT (16.2 M) SOUTH OF A METAL FENCE POST,
 AB4177'46.8 FT (14.3 M) NORTH OF A METAL FENCE POST, 27.6 FT (8.4 M)
 AB4177'EAST-SOUTHEAST OF A METAL T-POST, 26.0 FT (7.9 M) WEST-SOUTHWEST OF A
 AB4177'METAL FENCE POST.  DRL,WCW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0686 ***********************************************************************
 NN0686  DESIGNATION -  SCHAFFER
 NN0686  PID         -  NN0686
 NN0686  STATE/COUNTY-  NE/HOLT
 NN0686  COUNTRY     -  US
 NN0686  USGS QUAD   -  EMMET SE (2017)
 NN0686
 NN0686                         *CURRENT SURVEY CONTROL
 NN0686  ______________________________________________________________________
 NN0686* NAD 83(1995) POSITION- 42 19 49.80483(N) 098 49 17.98379(W)   ADJUSTED
 NN0686* NAVD 88 ORTHO HEIGHT -   666.    (meters)     2185.    (feet) SCALED
 NN0686  ______________________________________________________________________
 NN0686  GEOID HEIGHT    -        -24.022 (meters)                     GEOID18
 NN0686  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 NN0686  HORZ ORDER      -  SECOND
 NN0686
 NN0686.The horizontal coordinates were established by classical geodetic methods
 NN0686.and adjusted by the National Geodetic Survey in August 1997.
 NN0686
 NN0686.The orthometric height was scaled from a topographic map.
 NN0686
 NN0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0686.GEOID18 height accuracy estimate available here.
 NN0686
 NN0686.Click photographs - Photos may exist for this station.
 NN0686
 NN0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0686
 NN0686. The following values were computed from the NAD 83(1995) position.
 NN0686
 NN0686;                    North         East     Units Scale Factor Converg.
 NN0686;SPC NE       -   277,920.518   597,093.282   MT  0.99976220   +0 46 51.2
 NN0686;SPC NE       -   911,810.90  1,958,963.54   sFT  0.99976220   +0 46 51.2
 NN0686;UTM  14      - 4,686,487.869   514,692.845   MT  0.99960266   +0 07 12.3
 NN0686
 NN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0686!SPC NE       -   0.99989929  x   0.99976220  =   0.99966151
 NN0686!UTM  14      -   0.99989929  x   0.99960266  =   0.99950199
 NN0686
 NN0686:                Primary Azimuth Mark                     Grid Az
 NN0686:SPC NE       -  SCHAFFER AZ MK                           322 05 19.1
 NN0686:UTM  14      -  SCHAFFER AZ MK                           322 44 58.0
 NN0686
 NN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1469286487(NAD 83)
 NN0686
 NN0686|---------------------------------------------------------------------|
 NN0686| PID    Reference Object                     Distance      Geod. Az  |
 NN0686|                                                           dddmmss.s |
 NN0686| CO4474 SCHAFFER RM 1                                      02848     |
 NN0686| CO4475 SCHAFFER RM 2                                      13643     |
 NN0686| CO4473 SCHAFFER AZ MK                                     3225210.3 |
 NN0686|---------------------------------------------------------------------|
 NN0686
 NN0686                          SUPERSEDED SURVEY CONTROL
 NN0686
 NN0686  NAD 83(1986)-  42 19 49.80967(N)    098 49 17.99131(W) AD(       ) 2
 NN0686  NAD 27      -  42 19 49.79600(N)    098 49 16.65500(W) AD(       ) 2
 NN0686
 NN0686.Superseded values are not recommended for survey control.
 NN0686
 NN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0686.See file dsdata.pdf to determine how the superseded data were derived.
 NN0686
 NN0686_MARKER: DS = TRIANGULATION STATION DISK
 NN0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0686_STAMPING: SCHAFFER 1949
 NN0686_MARK LOGO: CGS
 NN0686_PROJECTION: FLUSH
 NN0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0686+STABILITY: SURFACE MOTION
 NN0686
 NN0686  HISTORY     - Date     Condition        Report By
 NN0686  HISTORY     - 1949     MONUMENTED       CGS
 NN0686
 NN0686                          STATION DESCRIPTION
 NN0686
 NN0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0686'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH AND 1/2 MILE WEST
 NN0686'OF EMMET AND ABOUT 6-1/2 MILES NORTH AND 4-1/2 MILES EAST OF
 NN0686'AMELIA ON LAND OWNED BY MR. D.C. SCHAFFER.  IT IS ABOUT 3/4
 NN0686'MILE EAST-SOUTHEAST OF THE SCHAFFER RANCH HOUSE SET IN A BOWL
 NN0686'LIKE DEPRESSION ON THE HIGH POINT OF A PROMINENT SAND RIDGE.
 NN0686'IT IS 30 FEET WEST OF THE EAST RIM OF THE DEPRESSION, 29 FEET
 NN0686'EAST OF THE WEST RIM, 77 FEET SOUTH OF THE NORTH RIM AND 40
 NN0686'FEET NORTH OF THE SOUTH RIM.  IT IS STAMPED SCHAFFER 1949 AND
 NN0686'SET FLUSH WITH THE GROUND SURFACE.
 NN0686'
 NN0686'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NN0686'HIGH POINT OF THE RIM AND ABOUT 2 FEET HIGHER IN ELEVATION
 NN0686'THAN STATION MARK.  IT IS STAMPED SCHAFFER NO 1 1949 AND
 NN0686'PROJECTS 4 INCHES.
 NN0686'
 NN0686'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET ON THE
 NN0686'HIGH POINT OF THE RIM AND ABOUT 4 FEET HIGHER IN ELEVATION
 NN0686'THAN STATION MARK.  IT IS STAMPED SCHAFFER NO 2 1949 AND PROJECTS
 NN0686'4 INCHES.
 NN0686'
 NN0686'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NN0686'1 FOOT SOUTH OF FENCE LINE, 1 FOOT SOUTHWEST OF WEST END OF GATE
 NN0686'INTO FIELD AND 2 FEET EAST OF WITNESS POST.  IT IS STAMPED
 NN0686'SCHAFFER 1949 AND PROJECTS 4 INCHES.
 NN0686'
 NN0686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0686'275 AND 281 AT THE TRAFFIC LIGHT IN O NEILL, GO SOUTH ON U.S.
 NN0686'HIGHWAY 281 FOR 5.5 MILES TO CROSSROAD JUST SOUTH OF SIGN
 NN0686'INMAN 6 MI, TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD WEST,
 NN0686'SOUTH AND WEST FOR 5.9 MILES, CONTINUE WEST AND SOUTHWEST ON
 NN0686'RANCH ROAD FOR 0.9 MILES TO RANCH BUILDINGS, PASS TO THE SOUTH
 NN0686'OF RANCH HOUSE BETWEEN FENCE LINE AND CONTINUE WEST ON TRACK
 NN0686'ROAD FOR 0.2 MILE TO CATTLE GUARD, CONTINUE WEST AND SOUTHWEST
 NN0686'ON TRACK ROAD FOR 1.3 MILES TO WIRE GATE IN FENCE LINE, PASS
 NN0686'THROUGH GATE AND CONTINUE WEST AND SOUTHWEST ON TRACK ROAD
 NN0686'FOR 3.0 MILES TO GATE IN WIRE FENCE LINE ABOUT 3/4 MILE EAST
 NN0686'OF RANCH BUILDINGS AND AZIMUTH MARK AS DESCRIBED, PASS
 NN0686'THROUGH GATE AND CONTINUE SOUTH-SOUTHEAST ACROSS FIELD FOR
 NN0686'ABOUT 0.5 MILE, STATION IS ABOUT 0.1 MILE EAST OF THIS
 NN0686'POINT ON THE HIGH POINT OF THE HIGHEST SAND HILL, STATION CAN
 NN0686'BE DRIVEN TO BY PICKING WAY EAST ACROSS SAND HILLS FOR
 NN0686'ABOUT 0.1 MILE TO THE HIGHEST POINT AND STATION AS
 NN0686'DESCRIBED.
 NN0686'
 NN0686'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 37 FEET
 NN0686'
 NN0686'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'AN 87 FOOT SIGNAL AT STATION EMMETT IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'A 74 FOOT SIGNAL AT STATION PORT IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0793 ***********************************************************************
 LG0793  DESIGNATION -  SCHERER
 LG0793  PID         -  LG0793
 LG0793  STATE/COUNTY-  NE/SEWARD
 LG0793  COUNTRY     -  US
 LG0793  USGS QUAD   -  UTICA (2017)
 LG0793
 LG0793                         *CURRENT SURVEY CONTROL
 LG0793  ______________________________________________________________________
 LG0793* NAD 83(1995) POSITION- 40 56 22.30327(N) 097 17 31.91148(W)   ADJUSTED
 LG0793* NAVD 88 ORTHO HEIGHT -   486.    (meters)     1594.    (feet) SCALED
 LG0793  ______________________________________________________________________
 LG0793  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 LG0793  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 LG0793  HORZ ORDER      -  FIRST
 LG0793
 LG0793.The horizontal coordinates were established by classical geodetic methods
 LG0793.and adjusted by the National Geodetic Survey in August 1997.
 LG0793
 LG0793.The orthometric height was scaled from a topographic map.
 LG0793
 LG0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0793.GEOID18 height accuracy estimate available here.
 LG0793
 LG0793.Click photographs - Photos may exist for this station.
 LG0793
 LG0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0793
 LG0793. The following values were computed from the NAD 83(1995) position.
 LG0793
 LG0793;                    North         East     Units Scale Factor Converg.
 LG0793;SPC NE       -   126,386.878   727,925.491   MT  0.99970711   +1 47 40.0
 LG0793;SPC NE       -   414,654.28  2,388,202.22   sFT  0.99970711   +1 47 40.0
 LG0793;UTM  14      - 4,533,448.368   643,763.035   MT  0.99985438   +1 07 09.3
 LG0793
 LG0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0793!SPC NE       -   0.99992791  x   0.99970711  =   0.99963504
 LG0793!UTM  14      -   0.99992791  x   0.99985438  =   0.99978230
 LG0793
 LG0793:                Primary Azimuth Mark                     Grid Az
 LG0793:SPC NE       -  SCHERER AZ MK 2                          181 18 32.6
 LG0793:UTM  14      -  SCHERER AZ MK 2                          181 59 03.3
 LG0793
 LG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4376333448(NAD 83)
 LG0793
 LG0793|---------------------------------------------------------------------|
 LG0793| PID    Reference Object                     Distance      Geod. Az  |
 LG0793|                                                           dddmmss.s |
 LG0793| CN9722 SCHERER RM 1                         43.986 METERS 08527     |
 LG0793| CN9721 SCHERER AZ MK                                      1715637.2 |
 LG0793| CN9720 SCHERER AZ MK 2                                    1830612.6 |
 LG0793| CN9723 SCHERER RM 2                         46.231 METERS 20447     |
 LG0793| LG0806 WACO TANK                           APPROX.15.2 KM 2512726.1 |
 LG0793| MK1890 GRESHAM MUNICIPAL TANK              APPROX.13.5 KM 3162428.1 |
 LG0793| CN9724 SCHERER RM 3                         33.507 METERS 32719     |
 LG0793|---------------------------------------------------------------------|
 LG0793
 LG0793                          SUPERSEDED SURVEY CONTROL
 LG0793
 LG0793  NAD 83(1986)-  40 56 22.31211(N)    097 17 31.91221(W) AD(       ) 1
 LG0793  NAD 27      -  40 56 22.27000(N)    097 17 30.74500(W) AD(       ) 1
 LG0793
 LG0793.Superseded values are not recommended for survey control.
 LG0793
 LG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0793.See file dsdata.pdf to determine how the superseded data were derived.
 LG0793
 LG0793_MARKER: DS = TRIANGULATION STATION DISK
 LG0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0793_STAMPING: SCHERER 1935
 LG0793_MARK LOGO: CGS
 LG0793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0793+STABILITY: SURFACE MOTION
 LG0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0793+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 LG0793
 LG0793  HISTORY     - Date     Condition        Report By
 LG0793  HISTORY     - 1935     MONUMENTED       CGS
 LG0793  HISTORY     - 1950     GOOD             CGS
 LG0793  HISTORY     - 19971020 GOOD             NGS
 LG0793  HISTORY     - 19971023 GOOD             NEDR
 LG0793
 LG0793                          STATION DESCRIPTION
 LG0793
 LG0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0793'STATION IS ABOUT 3.5 MILES WEST AND 3 MILES NORTH OF TAMORA, 3
 LG0793'MILES EAST AND 3 MILES NORTH OF UTICA.  IN THE NORTHWEST QUARTER
 LG0793'SEC. 11, T. 11 N., R. 1 E.
 LG0793'
 LG0793'TO REACH FROM TAMORA (RAILROAD CROSSING JUST EAST OF DEPOT), GO
 LG0793'NORTH 0.5 MILE TO STATE HIGHWAY 2, THENCE LEFT (WEST) FOR 3.5
 LG0793'MILES, THENCE RIGHT (NORTH) ON DIRT ROAD FOR 2.6 MILES TO
 LG0793'T-ROAD LEADING TO FARMHOUSE ON RIGHT (EAST).  STATION IS IN THE
 LG0793'NORTHWEST CORNER OF A CULTIVATED FIELD, 33 FEET EAST AND 25 FEET
 LG0793'SOUTH OF JUNCTION OF DRIVEWAY TO FARMHOUSE AND SECTION-LINE
 LG0793'ROAD.  MARK PROJECTS 6 INCHES.
 LG0793'
 LG0793'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF DRIVEWAY, AND SOUTH OF
 LG0793'1-STORY WHITE FARMHOUSE, 1 FOOT NORTH OF EAST-WEST FENCE LINE,
 LG0793'AND PROJECTS 6 INCHES.
 LG0793'
 LG0793'REFERENCE MARK NO. 2 IS 33 FEET WEST OF CENTERLINE DIRT
 LG0793'SECTION-LINE ROAD, 160 FEET SOUTH OF JUNCTION OF DRIVEWAY TO
 LG0793'FARMHOUSE AND DIRT SECTON-LINE ROAD, 1 FOOT WEST OF NORTH-SOUTH
 LG0793'FENCE LINE, AND PROJECTS 6 INCHES.
 LG0793'
 LG0793'AZIMUTH MARK IS REACHED BY GOING 2.6 MILES SOUTH ALONG A DIRT
 LG0793'ROAD, THENCE LEFT (EAST) ALONG STATE HIGHWAY 2 FOR 0.35 MILE TO
 LG0793'MARK ON LEFT.  MARK IS 33 FEET NORTH OF CENTERLINE OF HIGHWAY,
 LG0793'2 FEET SOUTH OF EAST-WEST FENCE LINE, 4 FEET NORTH OF EDGE OF
 LG0793'DITCH, 10 FEET WEST OF CONCRETE GATEPOST, 25 FEET WEST OF
 LG0793'CENTERLINE OF DIM ROAD ACROSS DITCH, AND PROJECTS 6 INCHES,
 LG0793'
 LG0793'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0793
 LG0793                          STATION RECOVERY (1950)
 LG0793
 LG0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0793'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0793'TO BE IN GOOD CONDITION EXCEPT THE AZIMUTH MARK AND R.M. NO. 1.
 LG0793'A NEW AZIMUTH MARK AND R.M. NO. 3 WAS SET IN PLACE OF THOSE
 LG0793'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LG0793'
 LG0793'THE STATION IS LOCATED ABOUT 3 MILES EAST AND 2-3/4 MILES NORTH
 LG0793'OF THE SMALL TOWN OF UTICA, ON LAND OWNED BY MR. SCHERER.  IT IS
 LG0793'77 FEET SOUTHEAST OF A POWERLINE POLE, 36 FEET EAST OF THE
 LG0793'CENTERLINE OF A GRAVEL ROAD, 22 FEET SOUTH OF THE CENTERLINE OF A
 LG0793'DRIVEWAY AND 10 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK
 LG0793'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SCHERER 1935
 LG0793'
 LG0793'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTERLINE OF A
 LG0793'GRAVEL ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 LG0793'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 LG0793'SCHERER NO 2 1935.
 LG0793'
 LG0793'REFERENCE MARK NO. 3 IS 47 FEET NORTH OF A POWERLINE POLE, 26
 LG0793'FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT WEST OF
 LG0793'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 LG0793'AND THE DISK IS STAMPED SCHERER NO 3 1950.
 LG0793'
 LG0793'AZIMUTH MARK IS 67 FEET NORTH NORTHEAST OF A POWERLINE POLE,
 LG0793'27 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET NORTH OF
 LG0793'A WHITE WITNESS POST AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.
 LG0793'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0793'SCHERER 1950.
 LG0793'
 LG0793'TO REACH THE STATION FROM THE TEXACO SERVICE STATION ON U.S.
 LG0793'HIGHWAY 34 IN THE NORTH PART OF UTICA, GO EAST ON U.S. HIGHWAY 34
 LG0793'FOR 3.0 MILES TO A CROSSROADS.  TURN LEFT (NORTH) ON GRAVEL ROAD
 LG0793'AND GO 2.3 MILES TO AZIMUTH MARK ON WEST SIDE OF ROAD AS
 LG0793'DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO DRIVEWAY AND STATION
 LG0793'AS DESCRIBED.
 LG0793'
 LG0793'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0793
 LG0793                          STATION RECOVERY (1997)
 LG0793
 LG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LG0793'RECOVERED IN GOOD CONDITION, ABOUT 4.5 MI (7.2 KM) NORTHWEST OF
 LG0793'TAMORA, 4.25 MI (6.84 KM) NORTHEAST OF UTICA, ON THE EAST RIGHT-OF-WAY
 LG0793'OF 420TH STREET AND IN THE NW1/4, SEC11, T11N, R1E, ADJACENT TO THE
 LG0793'HOUSE OF THE BORCHER FAMILY.  TO REACH THE MARK FROM THE JUNCTION OF
 LG0793'U.S.  HIGHWAY 34, MCKELVIE ROAD, AND STATE ROAD 80F LINK, AT UTICA, GO
 LG0793'EAST ON HIGHWAY 34 AND MCKELVIE ROAD, FOR 3.0 MI (4.8 KM) TO A
 LG0793'CROSSROAD, 420TH STREET.  TURN LEFT AND GO NORTH ON 420TH STREET, A
 LG0793'GRAVELED ROAD, FOR 2.7 MI (4.3 KM) TO THE DRIVEWAY TO THE BORCHER
 LG0793'HOUSE AND THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 LG0793'ROUND CONCRETE POST, THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 LG0793'IT IS 10.5 M (34.4 FT) EAST OF THE CENTERLINE OF 420TH STREET, 7.6 M
 LG0793'(24.9 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 5.08 M (16.67
 LG0793'FT) NORTH-NORTHWEST OF A FENCE CORNER POST.  THE AZIMUTH MARK WAS
 LG0793'SEARCHED FOR BUT NOT FOUND.  THE REFERENCE MARKS WERE NOT SEARCHED
 LG0793'FOR.
 LG0793
 LG0793                          STATION RECOVERY (1997)
 LG0793
 LG0793'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0793'RECOVERED IN GOOD CONDITION, ABOUT 4 MI (6.4 KM) NORTHEAST OF UTICA,
 LG0793'2.65 MI (4.26 KM) NORTH OF U.S.  HIGHWAY 34, ON THE EAST RIGHT-OF-WAY
 LG0793'OF A COUNTY ROAD, NEAR THE FARM HOME OF THE BORCHERS FAMILY AND NEAR
 LG0793'THE W1/4 CORNER, SEC11, T11N, R1E.  TO REACH THE MARK FROM THE
 LG0793'JUNCTION OF STATE ROAD L80F AND U.S.  HIGHWAY 34, AT UTICA, GO EAST ON
 LG0793'HIGHWAY 34 FOR 3.0 MI (4.8 KM) TO A COUNTY ROAD (420TH STREET)
 LG0793'INTERSECTION.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 2.65 MI
 LG0793'(4.26 KM) TO THE MARK ON THE RIGHT, AT THE SOUTHWEST CORNER OF A FARM
 LG0793'YARD.  IT IS 23.94 M (78.54 FT) EAST-SOUTHEAST OF A UTILITY POLE,
 LG0793'10.17 M (33.37 FT) EAST OF THE CENTERLINE OF 420TH STREET, 7.24 M
 LG0793'(23.75 FT) SOUTH OF THE CENTERLINE OF THE FARM DRIVE, 5.16 M (16.93
 LG0793'FT) NORTHWEST OF A FENCE CORNER POST AND A WITNESS POST AND PROJECTS
 LG0793'0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.  REFERENCE MARK 2 WAS FOUND
 LG0793'DESTROYED.  REFERENCE MARK 3 AND THE AZIMUTH MARK WERE SEARCHED FOR
 LG0793'BUT NOT FOUND.  A MAGNET WAS PLACED AT THE NORTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0482 ***********************************************************************
 LJ0482  DESIGNATION -  SCHINLEY
 LJ0482  PID         -  LJ0482
 LJ0482  STATE/COUNTY-  NE/LINCOLN
 LJ0482  COUNTRY     -  US
 LJ0482  USGS QUAD   -  DICKENS NE (2017)
 LJ0482
 LJ0482                         *CURRENT SURVEY CONTROL
 LJ0482  ______________________________________________________________________
 LJ0482* NAD 83(1995) POSITION- 40 56 04.61406(N) 100 49 47.94515(W)   ADJUSTED
 LJ0482* NAVD 88 ORTHO HEIGHT -   952.20  (+/-2cm)     3124.0   (feet) VERTCON
 LJ0482  ______________________________________________________________________
 LJ0482  GEOID HEIGHT    -        -22.501 (meters)                     GEOID18
 LJ0482  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 LJ0482  HORZ ORDER      -  SECOND
 LJ0482  VERT ORDER      -  THIRD ? (See Below)
 LJ0482
 LJ0482.The horizontal coordinates were established by classical geodetic methods
 LJ0482.and adjusted by the National Geodetic Survey in August 1997.
 LJ0482
 LJ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0482
 LJ0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0482.GEOID18 height accuracy estimate available here.
 LJ0482
 LJ0482.The vertical order pertains to the NGVD 29 superseded value.
 LJ0482
 LJ0482.Click photographs - Photos may exist for this station.
 LJ0482
 LJ0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0482
 LJ0482. The following values were computed from the NAD 83(1995) position.
 LJ0482
 LJ0482;                    North         East     Units Scale Factor Converg.
 LJ0482;SPC NE       -   122,607.271   430,121.603   MT  0.99970795   -0 33 00.1
 LJ0482;SPC NE       -   402,254.02  1,411,157.29   sFT  0.99970795   -0 33 00.1
 LJ0482;UTM  14      - 4,533,111.018   345,939.730   MT  0.99989213   -1 11 57.3
 LJ0482
 LJ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0482!SPC NE       -   0.99985419  x   0.99970795  =   0.99956218
 LJ0482!UTM  14      -   0.99985419  x   0.99989213  =   0.99974633
 LJ0482
 LJ0482:                Primary Azimuth Mark                     Grid Az
 LJ0482:SPC NE       -  SCHINLEY AZ MK                           000 42 12.5
 LJ0482:UTM  14      -  SCHINLEY AZ MK                           001 21 09.7
 LJ0482
 LJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4593933111(NAD 83)
 LJ0482
 LJ0482|---------------------------------------------------------------------|
 LJ0482| PID    Reference Object                     Distance      Geod. Az  |
 LJ0482|                                                           dddmmss.s |
 LJ0482| CN9725 SCHINLEY AZ MK                                     0000912.4 |
 LJ0482| CN9726 SCHINLEY RM 1                        17.362 METERS 17951     |
 LJ0482| CN9727 SCHINLEY RM 2                        19.124 METERS 25543     |
 LJ0482|---------------------------------------------------------------------|
 LJ0482
 LJ0482                          SUPERSEDED SURVEY CONTROL
 LJ0482
 LJ0482  NAD 83(1986)-  40 56 04.61843(N)    100 49 47.95305(W) AD(       ) 2
 LJ0482  NAD 27      -  40 56 04.61015(N)    100 49 46.42704(W) AD(       ) 2
 LJ0482  NGVD 29             951.81   (m)         3122.7    (f) LEVELING    3  
 LJ0482
 LJ0482.Superseded values are not recommended for survey control.
 LJ0482
 LJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0482.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0482
 LJ0482_MARKER: DS = TRIANGULATION STATION DISK
 LJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0482_STAMPING: SCHINLEY 1951
 LJ0482_MARK LOGO: CGS
 LJ0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0482+STABILITY: SURFACE MOTION
 LJ0482
 LJ0482  HISTORY     - Date     Condition        Report By
 LJ0482  HISTORY     - 1951     MONUMENTED       CGS
 LJ0482  HISTORY     - 1977     GOOD             LOCENG
 LJ0482  HISTORY     - 19981201 POOR             NEDR
 LJ0482
 LJ0482                          STATION DESCRIPTION
 LJ0482
 LJ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0482'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTH-SOUTHWEST OF
 LJ0482'NORTH PLATTE, 11.0 MILES NORTHEAST OF DICKENS AND ON THE
 LJ0482'EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRADED ROAD.  IT IS 32.0
 LJ0482'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD, 2.5
 LJ0482'FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH
 LJ0482'FENCE LINE.  IT PROJECTS 1 INCH AND IS STAMPED SCHINLEY 1951.
 LJ0482'
 LJ0482'REFERENCE MARK NO. 1 IS 33.0 FEET EAST OF THE CENTER OF A
 LJ0482'NORTH-SOUTH GRADED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.  IT
 LJ0482'PROJECTS 1 INCH AND IS STAMPED SCHINLEY NO 1 1951.
 LJ0482'
 LJ0482'REFERENCE MARK NO. 2 IS 32.0 FEET WEST OF THE CENTER OF A
 LJ0482'NORTH-SOUTH GRADED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 LJ0482'IT PROJECTS 2 INCHES AND IS STAMPED SCHINLEY NO 2 1951.
 LJ0482'
 LJ0482'THE DISTANCE BETWEEN REFERENCE MARKS IS 73.7 FEET.
 LJ0482'
 LJ0482'THE AZIMUTH MARK IS 41.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0482'GRADED ROAD, 16.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0482'TRACK ROAD, 9.0 FEET EAST OF A FENCE CORNER, 2.0 FEET EAST OF A
 LJ0482'WITNESS POST AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 LJ0482'PROJECTS 3 INCHES AND IS STAMPED SCHINLEY 1951.
 LJ0482'
 LJ0482'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 LJ0482'GO SOUTH ON U.S. HIGHWAY 83 FOR 3.25 MILES TO A CROSSROAD AND
 LJ0482'WHERE U.S. HIGHWAY 83 TURNS EAST.  TURN RIGHT, WEST ON A GRAVELED
 LJ0482'ROAD FOR 1.2 MILES TO A T ROAD SOUTH.  TURN LEFT, SOUTH, ON
 LJ0482'A GRADED ROAD FOR 2.7 MILES TO A CROSSROAD JUST NORTH OF
 LJ0482'A RESERVOIR, TURN RIGHT AND GO WEST, THEN SOUTH, ON A GRADED
 LJ0482'ROAD FOR 0.6 MILE TO A BRIDGE OVER A CANAL.  CROSS BRIDGE AND
 LJ0482'CONTINUE SOUTH FOR 0.7 MILE TO A Y FORK.  TAKE LEFT FORK AND
 LJ0482'GO SOUTHEAST ON A GRADED ROAD FOR 0.75 MILE TO A CROSSROAD.
 LJ0482'TURN SHARP RIGHT AND GO WEST ON A GRADED ROAD FOR 1.0 MILE TO A
 LJ0482'T ROAD INTERSECTION.  TURN LEFT, SOUTH, ON A GRADED ROAD
 LJ0482'FOR 1.0 MILE TO WHERE THE MAIN ROAD TURNS WEST, TURN RIGHT
 LJ0482'AND FOLLOW THE MAIN ROAD WEST FOR 1.0 MILE TO WHERE THE MAIN
 LJ0482'ROAD TURNS SOUTH.  TURN LEFT, SOUTH, ON THE MAIN GRADED
 LJ0482'ROAD FOR 4.9 MILES TO A CROSSROAD AND THE AZIMUTH MARK AT A
 LJ0482'SOUTHEAST ANGLE AS DESCRIBED.  CONTINUE SOUTH FOR 0.7 MILE
 LJ0482'TO THE TOP OF A HILL AND THE STATION ON THE EAST RIGHT-OF-WAY
 LJ0482'OF THE ROAD AS DESCRIBED.
 LJ0482
 LJ0482                          STATION RECOVERY (1977)
 LJ0482
 LJ0482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (DKS)
 LJ0482'SCHINLEY RECOVERED GOOD.
 LJ0482'
 LJ0482'AZ. MK. RECOVERED GOOD.
 LJ0482'
 LJ0482'RM NO. 1 RECOVERED GOOD.
 LJ0482'
 LJ0482'RM NO. 2 RECOVERED GOOD.
 LJ0482'
 LJ0482'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 80 AND U.S.
 LJ0482'HIGHWAY 83, GO SOUTH ON U.S. HIGHWAY 83 FOR 14 MILES TO CROSSROAD
 LJ0482'INTERSECTION.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 4 MILES
 LJ0482'TO CROSSROAD INTERSECTION.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD
 LJ0482'FOR 1.3 MILES TO THE TOP OF A SMALL HILL AND STATION IS ON THE
 LJ0482'EAST SIDE OF ROAD IN A FENCE LINE RUNNING NORTH AND SOUTH.
 LJ0482'
 LJ0482'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEE ATTACHED SHEET.
 LJ0482
 LJ0482                          STATION RECOVERY (1998)
 LJ0482
 LJ0482'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LJ0482'THE MARK WAS RECOVERED IN POOR CONDITION, THE SURFACE MARK BEING
 LJ0482'TILTED OUT OF POSITION.  THIS MARK WAS REMOVED AND A NEW SURFACE MARK
 LJ0482'WAS SET DIRECTLY OVER THE ORIGINAL UNDERGROUND MARK, USING AN OPTICAL
 LJ0482'PLUMMET.  FOR FURTHER DETAILS, SEE THE DESCRIPTION FOR--SCHINLEY
 LJ0482'RESET--IN 1998.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0581 ***********************************************************************
 MN0581  DESIGNATION -  SCHLUMBERGER RAD KAJ 629 MAST
 MN0581  PID         -  MN0581
 MN0581  STATE/COUNTY-  NE/KIMBALL
 MN0581  COUNTRY     -  US
 MN0581  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0581
 MN0581                         *CURRENT SURVEY CONTROL
 MN0581  ______________________________________________________________________
 MN0581* NAD 83(1995) POSITION- 41 20 17.61270(N) 103 39 53.30526(W)   ADJUSTED
 MN0581  ______________________________________________________________________
 MN0581  GEOID HEIGHT    -        -18.712 (meters)                     GEOID18
 MN0581  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 MN0581  HORZ ORDER      -  THIRD
 MN0581
 MN0581.The horizontal coordinates were established by classical geodetic methods
 MN0581.and adjusted by the National Geodetic Survey in August 1997.
 MN0581
 MN0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0581.GEOID18 height accuracy estimate available here.
 MN0581
 MN0581.Click photographs - Photos may exist for this station.
 MN0581
 MN0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0581
 MN0581. The following values were computed from the NAD 83(1995) position.
 MN0581
 MN0581;                    North         East     Units Scale Factor Converg.
 MN0581;SPC NE       -   173,579.452   193,437.618   MT  0.99966285   -2 25 43.2
 MN0581;SPC NE       -   569,485.25    634,636.59   sFT  0.99966285   -2 25 43.2
 MN0581;UTM  13      - 4,577,164.294   611,717.096   MT  0.99975360   +0 52 55.2
 MN0581
 MN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1171777164(NAD 83)
 MN0581
 MN0581                          SUPERSEDED SURVEY CONTROL
 MN0581
 MN0581  NAD 83(1993)-  41 20 17.61200(N)    103 39 53.30494(W) AD(       ) 3
 MN0581  NAD 83(1986)-  41 20 17.60457(N)    103 39 53.30324(W) AD(       ) 3
 MN0581  NAD 27      -  41 20 17.68100(N)    103 39 51.51300(W) AD(       ) 3
 MN0581
 MN0581.Superseded values are not recommended for survey control.
 MN0581
 MN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0581.See file dsdata.pdf to determine how the superseded data were derived.
 MN0581
 MN0581_MARKER: 42 = RADIO/TV MAST
 MN0581
 MN0581  HISTORY     - Date     Condition        Report By
 MN0581  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0581
 MN0581                          STATION DESCRIPTION
 MN0581
 MN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0581'THE STATION IS THE TOP CENTER OF A MAST WHICH IS LOCATED 7
 MN0581'MILES NORTH OF KIMBALL, ALONG THE WEST SIDE OF STATE HIGHWAY
 MN0581'71.
 MN0581'
 MN0581'THE MAST IS A SLENDER, STEEL STRUCTURE, PAINTED ALTERNATELY
 MN0581'RED AND WHITE, HAS A FEW SMALL POLE ANTENNAS ALONG THE SIDES
 MN0581'AND A CROSS ANTENNA ON THE TOP.  IT IS APPROXIMATELY 150 FEET
 MN0581'IN HEIGHT.
 MN0581'
 MN0581'THE TOP CENTER OF THE MAST WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1357 ***********************************************************************
 LH1357  DESIGNATION -  SCHLUNTZ
 LH1357  PID         -  LH1357
 LH1357  STATE/COUNTY-  NE/HARLAN
 LH1357  COUNTRY     -  US
 LH1357  USGS QUAD   -  REPUBLICAN CITY NW (2017)
 LH1357
 LH1357                         *CURRENT SURVEY CONTROL
 LH1357  ______________________________________________________________________
 LH1357* NAD 83(1995) POSITION- 40 08 50.78029(N) 099 12 56.01725(W)   ADJUSTED
 LH1357* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 LH1357  ______________________________________________________________________
 LH1357  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 LH1357  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 LH1357  HORZ ORDER      -  FIRST
 LH1357
 LH1357.The horizontal coordinates were established by classical geodetic methods
 LH1357.and adjusted by the National Geodetic Survey in August 1997.
 LH1357
 LH1357.The orthometric height was scaled from a topographic map.
 LH1357
 LH1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1357.GEOID18 height accuracy estimate available here.
 LH1357
 LH1357.Click photographs - Photos may exist for this station.
 LH1357
 LH1357.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1357
 LH1357. The following values were computed from the NAD 83(1995) position.
 LH1357
 LH1357;                    North         East     Units Scale Factor Converg.
 LH1357;SPC NE       -    35,179.949   566,836.881   MT  0.99993661   +0 31 11.4
 LH1357;SPC NE       -   115,419.55  1,859,697.33   sFT  0.99993661   +0 31 11.4
 LH1357;UTM  14      - 4,444,143.980   481,639.461   MT  0.99960415   -0 08 20.3
 LH1357
 LH1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1357!SPC NE       -   0.99990716  x   0.99993661  =   0.99984378
 LH1357!UTM  14      -   0.99990716  x   0.99960415  =   0.99951135
 LH1357
 LH1357:                Primary Azimuth Mark                     Grid Az
 LH1357:SPC NE       -  SCHLUNTZ AZ MK                           089 55 12.9
 LH1357:UTM  14      -  SCHLUNTZ AZ MK                           090 34 44.6
 LH1357
 LH1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8163944143(NAD 83)
 LH1357
 LH1357|---------------------------------------------------------------------|
 LH1357| PID    Reference Object                     Distance      Geod. Az  |
 LH1357|                                                           dddmmss.s |
 LH1357| CN9728 SCHLUNTZ AZ MK                                     0902624.3 |
 LH1357| CN9729 SCHLUNTZ RM 1                        35.743 METERS 12115     |
 LH1357| LH1352 HARLAN CO DAM AEDG N RAD MAST       APPROX. 6.7 KM 1775230.1 |
 LH1357| LH1351 HARLAN COUNTY DAM WATER TANK        APPROX. 6.3 KM 1775906.9 |
 LH1357| LH1355 REPUBLICAN CITY MUNICIPAL TANK      APPROX. 5.0 KM 1873000.5 |
 LH1357| CN9731 SCHLUNTZ RM 3                        22.945 METERS 19032     |
 LH1357| CN9730 SCHLUNTZ RM 2                        29.847 METERS 22938     |
 LH1357| LH1361 ALMA MUNICIPAL TANK                 APPROX.13.3 KM 2501907.4 |
 LH1357| CN9732 SCHLUNTZ RM 4                        19.780 METERS 26702     |
 LH1357|---------------------------------------------------------------------|
 LH1357
 LH1357                          SUPERSEDED SURVEY CONTROL
 LH1357
 LH1357  NAD 83(1986)-  40 08 50.78495(N)    099 12 56.01781(W) AD(       ) 1
 LH1357  NAD 27      -  40 08 50.74200(N)    099 12 54.68300(W) AD(       ) 1
 LH1357
 LH1357.Superseded values are not recommended for survey control.
 LH1357
 LH1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1357.See file dsdata.pdf to determine how the superseded data were derived.
 LH1357
 LH1357_MARKER: DS = TRIANGULATION STATION DISK
 LH1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1357_STAMPING: SCHLUNTZ 1935
 LH1357_MARK LOGO: CGS
 LH1357_PROJECTION: RECESSED 30 CENTIMETERS
 LH1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1357+STABILITY: SURFACE MOTION
 LH1357
 LH1357  HISTORY     - Date     Condition        Report By
 LH1357  HISTORY     - 1935     MONUMENTED       CGS
 LH1357  HISTORY     - 1951     GOOD             CGS
 LH1357
 LH1357                          STATION DESCRIPTION
 LH1357
 LH1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1357'THE STATION IS 7 MILES EAST AND 3-1/2 MILES NORTH OF ALMA, NEBRASKA ON
 LH1357'HIGH CULTIVATED LAND 0.1 MILE EAST OF THE ST. PAUL EPISCOPAL CHURCH.
 LH1357'IT IS IN THE SOUTHWEST QUARTER OF SEC.  11, T. 2 N., R. 17 W., ON
 LH1357'PROPERTY BELONGING TO MESSRS.  AUGUST AND HENRY SCHLUNTZ.  THE MARK IS
 LH1357'12.5 FEET NORTH OF AN EAST-WEST FENCE, 39 FEET NORTH OF THE CENTERLINE
 LH1357'OF AN EAST-WEST ROAD, AND IS 12 INCHES BELOW THE SURFACE OF THE
 LH1357'GROUND.
 LH1357'
 LH1357'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 2 FEET SOUTH OF
 LH1357'EAST-WEST FENCE, 25 FEET SOUTH OF CENTERLINE OF ROAD, AND PROJECTS 4
 LH1357'INCHES.
 LH1357'
 LH1357'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 3 FEET SOUTH OF
 LH1357'EAST-WEST FENCE, 27.5 FEET SOUTH OF THE CENTERLINE OF ROAD, AND
 LH1357'PROJECTS 4 INCHES.
 LH1357'
 LH1357'THE AZIMUTH MARK IS EAST OF THE STATION, 33 FEET WEST OF THE
 LH1357'CENTERLINE OF A GATE, 27 FEET SOUTH OF THE CENTERLINE OF ROAD, 2 FEET
 LH1357'NORTH OF EAST-WEST FENCE, AND PROJECTS 5 INCHES.
 LH1357'
 LH1357'A 50-FOOT STAND WILL CLEAR ALL LINES.
 LH1357'
 LH1357'LIGHTS FROM STATIONS TURNURE AND SCHWORER WERE VISIBLE FROM THE
 LH1357'GROUND.
 LH1357
 LH1357                          STATION RECOVERY (1951)
 LH1357
 LH1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1357'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LH1357'CONDITION.  REFERENCE MARK NO. 1 AND NO. 2 WERE DESTROYED WHEN THE
 LH1357'ROAD WAS REGRADED.  REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED.  A
 LH1357'COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1357'
 LH1357'THE STATION IS LOCATED 7 MILES EAST AND 3.5 MILES NORTH OF ALMA AND 4
 LH1357'MILES SOUTH AND 4 MILES EAST OF HUNTLEY.  IT IS 0.1 MILES EAST OF THE
 LH1357'ST. PAUL EPISCOPAL CHURCH, 42 FEET NORTH OF THE CENTERLINE OF AN
 LH1357'EAST-WEST GRAVELED ROAD, 41 FEET EAST OF A DRIVEWAY INTO THE FIELD, 4
 LH1357'FEET NORTHWEST OF A WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST
 LH1357'FENCE LINE.  IT IS STAMPED SCHLUNTZ 1935 AND IS 14 INCHES BELOW THE
 LH1357'SURFACE OF THE GROUND.
 LH1357'
 LH1357'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE CENTERLINE OF AN
 LH1357'EAST-WEST GRAVELED ROAD, 12 FEET EAST OF THE DRIVEWAY INTO THE FIELD
 LH1357'AND 1 FOOT WEST OF A POWER LINE POLE.  IT IS STAMPED SCHLUNTZ NO 3
 LH1357'1935 AND PROJECTS 3 INCHES.
 LH1357'
 LH1357'REFERENCE MARK NO. 4 IS 39 FEET NORTH OF THE CENTERLINE OF AN
 LH1357'EAST-WEST GRAVELED ROAD, 24 FEET WEST OF THE DRIVEWAY INTO THE FIELD
 LH1357'AND SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED SCHLUNTZ NO 4 1935
 LH1357'AND PROJECTS 3 INCHES.
 LH1357'
 LH1357'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 LH1357'GRAVELED ROAD, 32 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO
 LH1357'A FARM HOUSE, 6 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1.5 FEET
 LH1357'NORTH OF A WITNESS POST.  IT IS STAMPED SCHLUNTZ 1935 AND PROJECTS 4
 LH1357'INCHES.
 LH1357'
 LH1357'TO REACH THE STATION FROM THE POST OFFICE IN HUNTLEY, GO SOUTH FOR 0.2
 LH1357'MILES TO A FORK, KEEP LEFT FORK AND GO SOUTH FOR 4 MILES TO A
 LH1357'CROSSROAD, TURN LEFT, EAST AND GO 4 MILES TO A CROSSROAD AND A CHURCH
 LH1357'IN THE SOUTHWEST ANGLE.  CONTINUE EAST FOR 0.1 MILE TO THE STATION ON
 LH1357'THE LEFT AS DESCRIBED.
 LH1357'
 LH1357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.55 MILE TO THE
 LH1357'MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1754 ***********************************************************************
 NM1754  DESIGNATION -  SCHMIDT
 NM1754  PID         -  NM1754
 NM1754  STATE/COUNTY-  NE/CEDAR
 NM1754  COUNTRY     -  US
 NM1754  USGS QUAD   -  MENOMINEE (2017)
 NM1754
 NM1754                         *CURRENT SURVEY CONTROL
 NM1754  ______________________________________________________________________
 NM1754* NAD 83(1995) POSITION- 42 48 17.65719(N) 097 19 47.83156(W)   ADJUSTED
 NM1754* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 NM1754  ______________________________________________________________________
 NM1754  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 NM1754  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 NM1754  HORZ ORDER      -  SECOND
 NM1754
 NM1754.The horizontal coordinates were established by classical geodetic methods
 NM1754.and adjusted by the National Geodetic Survey in August 1997.
 NM1754
 NM1754.The orthometric height was scaled from a topographic map.
 NM1754
 NM1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1754.GEOID18 height accuracy estimate available here.
 NM1754
 NM1754.Click photographs - Photos may exist for this station.
 NM1754
 NM1754.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1754
 NM1754. The following values were computed from the NAD 83(1995) position.
 NM1754
 NM1754;                    North         East     Units Scale Factor Converg.
 NM1754;SPC NE       -   333,320.775   718,352.782   MT  0.99991638   +1 46 10.0
 NM1754;SPC NE       - 1,093,569.91  2,356,795.75   sFT  0.99991638   +1 46 10.0
 NM1754;SPC SD S     -    56,829.624   845,620.062   MT  1.00000685   +2 04 18.8
 NM1754;SPC SD S     -   186,448.52  2,774,338.49   sFT  1.00000685   +2 04 18.8
 NM1754;UTM  14      - 4,740,502.674   636,554.155   MT  0.99982941   +1 08 05.9
 NM1754
 NM1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1754!SPC NE       -   0.99993105  x   0.99991638  =   0.99984744
 NM1754!SPC SD S     -   0.99993105  x   1.00000685  =   0.99993790
 NM1754!UTM  14      -   0.99993105  x   0.99982941  =   0.99976047
 NM1754
 NM1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3655440502(NAD 83)
 NM1754
 NM1754                          SUPERSEDED SURVEY CONTROL
 NM1754
 NM1754  NAD 83(1986)-  42 48 17.66503(N)    097 19 47.82305(W) AD(       ) 2
 NM1754  NAD 27      -  42 48 17.67400(N)    097 19 46.62600(W) AD(       ) 2
 NM1754  MORC        -  42 48 15.38000(N)    097 19 48.03000(W) AD(       ) 3
 NM1754
 NM1754.Superseded values are not recommended for survey control.
 NM1754
 NM1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1754.See file dsdata.pdf to determine how the superseded data were derived.
 NM1754
 NM1754_MARKER: DD = SURVEY DISK
 NM1754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1754_MARK LOGO: MORC
 NM1754_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1754
 NM1754  HISTORY     - Date     Condition        Report By
 NM1754  HISTORY     - 1891     MONUMENTED       MORC
 NM1754  HISTORY     - 1935     GOOD             MORC
 NM1754  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NM1754
 NM1754                          STATION DESCRIPTION
 NM1754
 NM1754'DESCRIBED BY MISSOURI RIVER COMMISSION 1935 (CIA)
 NM1754'ORIGINAL DESCRIPTION WAS NOT AVAILABLE.  STATION IS IN SEC.
 NM1754'29, T. 33 N., R. 1 E., ABOUT 5.5 MILES SOUTHEAST OF FERRY
 NM1754'LANDING, YANKTON, SOUTH DAKOTA, ON THE FIRST HILL EAST OF MR.
 NM1754'SCHMIDTS HOUSE.  STATION MARK IS 36.5 FEET SOUTHEAST OF A
 NM1754'CONCRETE WITNESS MARK WITH SPLIT IRON PIPE IN IT AND AN ARROW
 NM1754'POINTING TOWARD STATION.  MARK IS 12 INCHES BELOW THE SURFACE
 NM1754'AND WAS FOUND IN GOOD CONDITION.
 NM1754'
 NM1754'REACHED FROM MISSOURI RIVER BRIDGE TO YANKTON BY GOING SOUTH ON U.S.
 NM1754'HIGHWAY 81 FOR 1.0 MILE, TURN LEFT AND FOLLOW STATE HIGHWAY
 NM1754'15 FOR 4.2 MILES, TURN LEFT AND GO 1.7 MILES EAST ON GRADED ROAD
 NM1754'TO TOP OF RIDGE, TURN LEFT THROUGH GATE FOR 0.25 MILE TO MR.
 NM1754'SCHMIDTS HOUSE, THEN GO EAST ALONG FENCE FOR 0.2 MILE TO HIGHEST
 NM1754'GROUND AND STATION.
 NM1754
 NM1754                          STATION RECOVERY (1948)
 NM1754
 NM1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1754'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF YANKTON
 NM1754'SOUTH DAKOTA, ON THE FIRST HILL EAST OF MR. SCHMIDTS HOME AND
 NM1754'26 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS ABOUT 12 INCHES
 NM1754'BELOW THE SURFACE OF THE GROUND.  IT IS AN IRON CAP WITH U.S.
 NM1754'MISSOURI RIVER COMMISSION AND A TRIANGLE AT THE CENTER CAST ON
 NM1754'ITS FACE AND SET IN AN IRREGULAR MASS OF CONCRETE.
 NM1754'
 NM1754'IT IS 3.185 METERS (10.45 FEET) NORTHEAST OF TRIANGULATION
 NM1754'STATION SCHMIDT 1935.
 NM1754'
 NM1754'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE, GO SOUTH
 NM1754'ON HIGHWAY 81 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 15
 NM1754'WITH U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 15 FOR 4.2 MILES
 NM1754'TO CROSSROADS, TURN LEFT (EAST) ON DIRT ROAD 1.7 MILES TO A
 NM1754'GATE ON THE LEFT, PASS THROUGH GATE AND GO NORTH 0.2 MILE TO
 NM1754'BARN, PASS THROUGH GATE AT THE SOUTHEAST CORNER OF BARN, THEN
 NM1754'GO NORTHEAST ACROSS BARN LOT TO GATE, PASS THROUGH GATE AND
 NM1754'BEAR RIGHT TO GATE IN THE NORTHWEST CORNER OF FIELD, PASS
 NM1754'THROUGH GATE-AND GO EAST ALONG THE EDGE OF FIELD FOR 0.15
 NM1754'MILE TO THE HIGHEST HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1755 ***********************************************************************
 NM1755  DESIGNATION -  SCHMIDT
 NM1755  PID         -  NM1755
 NM1755  STATE/COUNTY-  NE/CEDAR
 NM1755  COUNTRY     -  US
 NM1755  USGS QUAD   -  MENOMINEE (2017)
 NM1755
 NM1755                         *CURRENT SURVEY CONTROL
 NM1755  ______________________________________________________________________
 NM1755* NAD 83(1995) POSITION- 42 48 17.58268(N) 097 19 47.92856(W)   ADJUSTED
 NM1755* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 NM1755  ______________________________________________________________________
 NM1755  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 NM1755  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 NM1755  HORZ ORDER      -  FIRST
 NM1755
 NM1755.The horizontal coordinates were established by classical geodetic methods
 NM1755.and adjusted by the National Geodetic Survey in August 1997.
 NM1755
 NM1755.The orthometric height was scaled from a topographic map.
 NM1755
 NM1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1755.GEOID18 height accuracy estimate available here.
 NM1755
 NM1755.Click photographs - Photos may exist for this station.
 NM1755
 NM1755.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1755
 NM1755. The following values were computed from the NAD 83(1995) position.
 NM1755
 NM1755;                    North         East     Units Scale Factor Converg.
 NM1755;SPC NE       -   333,318.409   718,350.650   MT  0.99991637   +1 46 09.9
 NM1755;SPC NE       - 1,093,562.15  2,356,788.76   sFT  0.99991637   +1 46 09.9
 NM1755;SPC SD S     -    56,827.247   845,617.942   MT  1.00000686   +2 04 18.7
 NM1755;SPC SD S     -   186,440.73  2,774,331.53   sFT  1.00000686   +2 04 18.7
 NM1755;UTM  14      - 4,740,500.332   636,551.997   MT  0.99982940   +1 08 05.9
 NM1755
 NM1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1755!SPC NE       -   0.99993105  x   0.99991637  =   0.99984743
 NM1755!SPC SD S     -   0.99993105  x   1.00000686  =   0.99993791
 NM1755!UTM  14      -   0.99993105  x   0.99982940  =   0.99976046
 NM1755
 NM1755:                Primary Azimuth Mark                     Grid Az
 NM1755:SPC NE       -  SCHMIDT AZ MK                            217 39 43.8
 NM1755:SPC SD S     -  SCHMIDT AZ MK                            217 21 35.0
 NM1755:UTM  14      -  SCHMIDT AZ MK                            218 17 47.8
 NM1755
 NM1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3655140500(NAD 83)
 NM1755
 NM1755|---------------------------------------------------------------------|
 NM1755| PID    Reference Object                     Distance      Geod. Az  |
 NM1755|                                                           dddmmss.s |
 NM1755| CO4490 SCHMIDT RM 1                         15.183 METERS 03602     |
 NM1755| NM1754 SCHMIDT                               3.185 METERS 04347     |
 NM1755| CO4489 SCHMIDT AZ MK                                      2192553.7 |
 NM1755| CO4491 SCHMIDT RM 2                         16.575 METERS 30258     |
 NM1755|---------------------------------------------------------------------|
 NM1755
 NM1755                          SUPERSEDED SURVEY CONTROL
 NM1755
 NM1755  NAD 83(1986)-  42 48 17.59052(N)    097 19 47.92005(W) AD(       ) 1
 NM1755  NAD 27      -  42 48 17.60000(N)    097 19 46.72300(W) AD(       ) 1
 NM1755
 NM1755.Superseded values are not recommended for survey control.
 NM1755
 NM1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1755.See file dsdata.pdf to determine how the superseded data were derived.
 NM1755
 NM1755_MARKER: DS = TRIANGULATION STATION DISK
 NM1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1755_STAMPING: SCHMIDT 1935
 NM1755_MARK LOGO: CGS
 NM1755_PROJECTION: RECESSED 30 CENTIMETERS
 NM1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1755+STABILITY: SURFACE MOTION
 NM1755
 NM1755  HISTORY     - Date     Condition        Report By
 NM1755  HISTORY     - 1935     MONUMENTED       CGS
 NM1755  HISTORY     - 1948     GOOD             CGS
 NM1755
 NM1755                          STATION DESCRIPTION
 NM1755
 NM1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1755'STATION IS IN SEC. 29, T. 33 N., R. 1 E., ABOUT 5.5 MILES
 NM1755'SOUTHEAST OF FERRY LANDING, YANKTON, SOUTH DAKOTA, ON THE FIRST
 NM1755'HILL EAST OF MR. SCHMIDTS HOUSE, 36 FEET SOUTH OF FENCE.  MARK
 NM1755'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1755'
 NM1755'REACHED FROM MISSOURI RIVER BRIDGE TO YANKTON BY GOING SOUTH ON
 NM1755'U.S. HIGHWAY 81 FOR 1.0 MILE, TURN LEFT AND FOLLOW STATE
 NM1755'HIGHWAY 15 FOR 4.2 MILES, TURN LEFT AND GO 1.7 MILES EAST ON
 NM1755'GRADED DIRT ROAD TO TOP OF RIDGE, TURN LEFT THROUGH GATE FOR
 NM1755'0.25 MILE TO THE SCHMIDT HOUSE, THEN GO EAST ALONG FENCE FOR
 NM1755'0.2 MILE TO HIGHEST GROUND AND STATION.
 NM1755'
 NM1755'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN FENCE LINE,
 NM1755'AND PROJECTS 6 INCHES.
 NM1755'
 NM1755'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN FENCE LINE, AND
 NM1755'PROJECTS 6 INCHES.
 NM1755'
 NM1755'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF STATION.  REACHED FROM THE
 NM1755'SCHMIDT HOUSE BY GOING 0.25 MILE SOUTH TO GATE AND MARK ON
 NM1755'LEFT IN NORTH RIGHT-OF-WAY FENCE LINE, 20 FEET WEST OF FENCE
 NM1755'INTERSECTION.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 NM1755'
 NM1755'A TIE WAS MADE TO A MISSOURI RIVER COMMISSION MARK WHICH IS
 NM1755'10.45 FEET NORTHEAST OF STATION AND 12 INCHES BELOW THE SURFACE
 NM1755'OF THE GROUND.
 NM1755'
 NM1755'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1755
 NM1755                          STATION RECOVERY (1948)
 NM1755
 NM1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1755'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 NM1755'GOOD CONDITION.  DUE TO CHANGES IN DISTANCE AND DIRECTION TO
 NM1755'MARKS A NEW DESCRIPTION FOLLOWS.
 NM1755'
 NM1755'STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF YANKTON SOUTH
 NM1755'DAKOTA, ON THE FIRST HILL EAST OF MR. SCHMIDTS HOME AND 36
 NM1755'FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS ABOUT 12 INCHES
 NM1755'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED SCHMIDT
 NM1755'1935.
 NM1755'
 NM1755'REFERENCE MARK NO. 1 IS 49.82 FEET NORTHEAST OF THE STATION
 NM1755'IN FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 NM1755'STAMPED SCHMIDT NO 1 1935.
 NM1755'
 NM1755'REFERENCE MARK NO. 2 IS 54.38 FEET NORTHWEST OF THE STATION IN
 NM1755'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NM1755'SCHMIDT NO 2 1935.
 NM1755'
 NM1755'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, AT THE
 NM1755'EAST POST OF GATE AND 20 FEET WEST OF A T FENCE CORNER.  THE
 NM1755'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SCHMIDT 1935.
 NM1755'
 NM1755'SCHMIDT 1935 (MRC) IS 10.45 FEET NORTHEAST OF THE STATION AND
 NM1755'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS A IRON
 NM1755'CAP WITH U.S. MISSOURI RIVER COMMISSION AND A TRIANGLE AT THE
 NM1755'CENTER CAST ON ITS FACE AND SET IN AN IRREGULAR MASS OF CONCRETE.
 NM1755'
 NM1755'TO REACH FROM THE SOUTH END OF THE YANKTON BRIDGE, GO SOUTH ON U.S.
 NM1755'HIGHWAY 81 FOR 1.0 MILE TO THE JUNCTION OF HIGHWAYS 81 AND 15,
 NM1755'TURN LEFT (EAST) ON HIGHWAY 15 FOR 4.2 MILES TO CROSSROADS,
 NM1755'TURN LEFT (EAST) ON DIRT ROAD FOR 1.7 MILES TO A GATE-ON THE LEFT,
 NM1755'PASS THROUGH GATE (AZIMUTH MARK IS BY THE EAST POST OF GATE) AND
 NM1755'GO NORTH 0.2 MILE TO MR. SCHMIDTS BARN YARD, PASS THROUGH GATE
 NM1755'AT THE SOUTHEAST CORNER OF BARN, THEN GO NORTHEAST ACROSS BARN
 NM1755'LOT TO GATE, PASS THROUGH GATE AND BEAR RIGHT TO A GATE AT THE
 NM1755'NORTHWEST CORNER OF A FIELD, PASS THROUGH GATE AND GO
 NM1755'EAST ALONG THE EDGE OF FIELD FOR 0.15 MILE TO THE HIGHEST
 NM1755'HILL AND THE STATION.
 NM1755'
 NM1755'A 100 FOOT SIGNAL AT WILLOW IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 100 FOOT SIGNAL AT YOUNG (MRC) IS VISIBLE AT 50 FEET.
 NM1755'
 NM1755'A 100 FOOT SIGNAL AT STYLE 1935 IS VISIBLE AT 20 FEET.
 NM1755'
 NM1755'A 4 FOOT SIGNAL AT WALTON 1935 IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 74 FOOT SIGNAL AT PIT (MRC) AND LAKEPORT (MRC) IS VISIBLE FROM
 NM1755'THE GROUND.
 NM1755'
 NM1755'A 47 FOOT SIGNAL AT OHLMAN (MRC) IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 4 FOOT SIGNAL AT BEAVER CREEK (MRC) IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 4 FOOT SIGNAL AT COLLEGE IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1171 ***********************************************************************
 LG1171  DESIGNATION -  SCHMIDT
 LG1171  PID         -  LG1171
 LG1171  STATE/COUNTY-  NE/LANCASTER
 LG1171  COUNTRY     -  US
 LG1171  USGS QUAD   -  RAYMOND (2017)
 LG1171
 LG1171                         *CURRENT SURVEY CONTROL
 LG1171  ______________________________________________________________________
 LG1171* NAD 83(1995) POSITION- 40 57 10.57092(N) 096 52 11.45686(W)   ADJUSTED
 LG1171* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 LG1171  ______________________________________________________________________
 LG1171  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 LG1171  LAPLACE CORR    -          4.09  (seconds)                    DEFLEC18
 LG1171  HORZ ORDER      -  SECOND
 LG1171
 LG1171.The horizontal coordinates were established by classical geodetic methods
 LG1171.and adjusted by the National Geodetic Survey in August 1997.
 LG1171
 LG1171.The orthometric height was scaled from a topographic map.
 LG1171
 LG1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1171.GEOID18 height accuracy estimate available here.
 LG1171
 LG1171.Click photographs - Photos may exist for this station.
 LG1171
 LG1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1171
 LG1171. The following values were computed from the NAD 83(1995) position.
 LG1171
 LG1171;                    North         East     Units Scale Factor Converg.
 LG1171;SPC NE       -   129,074.638   763,407.724   MT  0.99970484   +2 04 27.6
 LG1171;SPC NE       -   423,472.37  2,504,613.51   sFT  0.99970484   +2 04 27.6
 LG1171;UTM  14      - 4,535,717.491   679,282.218   MT  0.99999562   +1 23 47.6
 LG1171
 LG1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1171!SPC NE       -   0.99993673  x   0.99970484  =   0.99964159
 LG1171!UTM  14      -   0.99993673  x   0.99999562  =   0.99993235
 LG1171
 LG1171:                Primary Azimuth Mark                     Grid Az
 LG1171:SPC NE       -  GARLAND MUNICIPAL TANK                   262 46 29.9
 LG1171:UTM  14      -  GARLAND MUNICIPAL TANK                   263 27 09.9
 LG1171
 LG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7928235717(NAD 83)
 LG1171
 LG1171|---------------------------------------------------------------------|
 LG1171| PID    Reference Object                     Distance      Geod. Az  |
 LG1171|                                                           dddmmss.s |
 LG1171| CL7543 SCHMIDT RM 1                          9.556 METERS 02327     |
 LG1171| LG1186 GARLAND MUNICIPAL TANK              APPROX. 9.5 KM 2645057.5 |
 LG1171| CL7544 SCHMIDT RM 2                         20.230 METERS 27320     |
 LG1171|---------------------------------------------------------------------|
 LG1171
 LG1171                          SUPERSEDED SURVEY CONTROL
 LG1171
 LG1171  NAD 83(1986)-  40 57 10.58041(N)    096 52 11.45767(W) AD(       ) 2
 LG1171  NAD 27      -  40 57 10.55162(N)    096 52 10.36004(W) AD(       ) 2
 LG1171
 LG1171.Superseded values are not recommended for survey control.
 LG1171
 LG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1171.See file dsdata.pdf to determine how the superseded data were derived.
 LG1171
 LG1171_MARKER: DD = SURVEY DISK
 LG1171_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG1171+WITH SETTING: INFORMATION.
 LG1171_STAMPING: ET SCHMIDT 1967
 LG1171_MARK LOGO: USGS
 LG1171_PROJECTION: FLUSH
 LG1171_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1171+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2007
 LG1171
 LG1171  HISTORY     - Date     Condition        Report By
 LG1171  HISTORY     - 1967     MONUMENTED       USGS
 LG1171  HISTORY     - 2002     GOOD             NEDR
 LG1171  HISTORY     - 20070511 GOOD             NE-109
 LG1171
 LG1171                          STATION DESCRIPTION
 LG1171
 LG1171'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG1171'THE STATION IS LOCATED ABOUT 4.5 MI S. AND 3.0 MI W. OF AGNEW,
 LG1171'T. 12 N., R. 5 E., NEAR THE QUARTER CORNER BETWEEN SECS. 4 AND 5,
 LG1171'2 FT E. OF FENCE AT BEND IN FENCE LINE, 12 FT S., 3 FT W. OF
 LG1171'FENCE POST AT ANGLE IN FENCE LINE.
 LG1171'
 LG1171'TO REACH THE STATION FROM AGNEW, GO S. ON STATE HWY. 79 FOR 6.3
 LG1171'MI TO CROSSROADS, TURN RIGHT (W.) AND GO 4.1 MI TO CROSSROADS,
 LG1171'TURN RIGHT (N.) AND GO 1.5 MI TO TOP HILL AND FIELD RD. ENTRANCE
 LG1171'ON RIGHT (E.) TURN RIGHT (E.) AND PASS THROUGH FENCE GATE AND GO
 LG1171'ALONG FIELD RD. E.-N., FOR 0.15 MI TO STATION ON LEFT (W.).
 LG1171'
 LG1171'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 LG1171'0.5 IN. COPPER COATED RODS, CENTERED ON 6 IN. DIAMETER TILES, 12
 LG1171'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG1171'
 LG1171'THE STATION MARK IS STAMPED ET SCHMIDT 1967.
 LG1171'
 LG1171'REFERENCE MARK 1 IS S. OF THE STATION, 1 FT E. OF FENCE, 44 FT
 LG1171'S. ALONG FENCE FROM ANGLE IN FENCE LINE, STAMPED SCHMIDT NO 1
 LG1171'1967.
 LG1171'
 LG1171'REFERENCE MARK 2 IS N. OF THE STATION, 54 FT N. ALONG FENCE FROM
 LG1171'ANGLE IN FENCE LINE, 1 FT E. OF FENCE, STAMPED SCHMIDT NO 2
 LG1171'1967.
 LG1171'
 LG1171'AZIMUTH MARK - NONE SET.
 LG1171'
 LG1171'REFERENCE AZIMUTH OBSERVED TO MWT. IN GARLAND.
 LG1171
 LG1171                          STATION RECOVERY (2002)
 LG1171
 LG1171'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1171'RECOVERED AS DESCRIBED.
 LG1171
 LG1171                          STATION RECOVERY (2007)
 LG1171
 LG1171'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2007 (JFP)
 LG1171'STATION IS ON LAND OWNED BY THE NEBRASKA GAME AND PARKS COMMISSION AS
 LG1171'PART OF THE BRANCHED OAK LAKE RECREATIONAL AREA.  ALL MONUMENTS FOUND
 LG1171'IN GOOD CONDITION.  PLACED A MARKER SIGN ON THE EAST SIDE OF THE
 LG1171'STATION MARK.  PLACED A MARKER SIGN ON THE SOUTH SIDE OF REFERENCE
 LG1171'MARK NO. 1.  THE PROTECTIVE TILE AROUND REFERENCE MARK NO. 2 HAS BEEN
 LG1171'BROKEN, BUT MONUMENT APPEARS TO BE OKAY.
 LG1171'
 LG1171'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE TOWN OF MALCOLM
 LG1171'AT THE INTERSECTION OF NW 112TH STREET WITH W. BLUFF ROAD GO NORTH ON
 LG1171'NW 112TH STREET 2.8 MILES TO A GATE ON THE EAST SIDE.  THIS SAME POINT
 LG1171'IS APPROXIMATELY 500' SOUTH OF THE INTERSECTION OF NW 112TH STREET AND
 LG1171'W. RAYMOND ROAD AT THE SOUTH SIDE OF BRANCHED OAK LAKE.
 LG1171'
 LG1171'GO EAST THROUGH GATE INTO PRAIRIE GRASSLAND AND THEN GO EAST AND SOUTH
 LG1171'0.4 MILE TO THE STATION ON A HILL AND 20 FEET SOUTH OF THE NORTH END
 LG1171'OF TWO ROWS OF CEDAR AND PINE TREES GOING SOUTH.  THESE TREES HAVE
 LG1171'BEEN CUT BACK TO THIS LOCATION A FEW YEARS BACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1220 ***********************************************************************
 LH1220  DESIGNATION -  SCHMIDT RESET
 LH1220  PID         -  LH1220
 LH1220  STATE/COUNTY-  NE/FRANKLIN
 LH1220  COUNTRY     -  US
 LH1220  USGS QUAD   -  MACON (2017)
 LH1220
 LH1220                         *CURRENT SURVEY CONTROL
 LH1220  ______________________________________________________________________
 LH1220* NAD 83(1995) POSITION- 40 10 57.10042(N) 098 59 34.07640(W)   ADJUSTED
 LH1220* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 LH1220  ______________________________________________________________________
 LH1220  GEOID HEIGHT    -        -25.658 (meters)                     GEOID18
 LH1220  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 LH1220  HORZ ORDER      -  FIRST
 LH1220
 LH1220.The horizontal coordinates were established by classical geodetic methods
 LH1220.and adjusted by the National Geodetic Survey in August 1997.
 LH1220
 LH1220.The orthometric height was scaled from a topographic map.
 LH1220
 LH1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1220.GEOID18 height accuracy estimate available here.
 LH1220
 LH1220.Click photographs - Photos may exist for this station.
 LH1220
 LH1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1220
 LH1220. The following values were computed from the NAD 83(1995) position.
 LH1220
 LH1220;                    North         East     Units Scale Factor Converg.
 LH1220;SPC NE       -    39,272.263   585,770.744   MT  0.99992248   +0 40 02.9
 LH1220;SPC NE       -   128,845.75  1,921,816.18   sFT  0.99992248   +0 40 02.9
 LH1220;UTM  14      - 4,448,016.375   500,613.035   MT  0.99960000   +0 00 16.7
 LH1220
 LH1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1220!SPC NE       -   0.99990485  x   0.99992248  =   0.99982734
 LH1220!UTM  14      -   0.99990485  x   0.99960000  =   0.99950489
 LH1220
 LH1220:                Primary Azimuth Mark                     Grid Az
 LH1220:SPC NE       -  SCHMIDT AZ MK                            145 48 22.1
 LH1220:UTM  14      -  SCHMIDT AZ MK                            146 28 08.3
 LH1220
 LH1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0061348016(NAD 83)
 LH1220
 LH1220|---------------------------------------------------------------------|
 LH1220| PID    Reference Object                     Distance      Geod. Az  |
 LH1220|                                                           dddmmss.s |
 LH1220| LH1226 UPLAND ZION EVAN LUTH CH SPIRE      APPROX.16.7 KM 0272655.0 |
 LH1220| CN9734 SCHMIDT RM 1                         32.370 METERS 05853     |
 LH1220| CN9733 SCHMIDT AZ MK                                      1462825.0 |
 LH1220| LH1219 FRANKLIN MUNICIPAL TANK             APPROX. 9.6 KM 1600933.0 |
 LH1220| CN9735 SCHMIDT RM 2                         38.972 METERS 17835     |
 LH1220| LH1350 BLOOMINGTON MUNICIPAL TANK          APPROX. 9.7 KM 2013336.0 |
 LH1220| LH1353 NAPONEE WATER TANK                  APPROX.17.3 KM 2275836.1 |
 LH1220| LH1351 HARLAN COUNTY DAM WATER TANK        APPROX.21.4 KM 2413148.1 |
 LH1220| CN9736 SCHMIDT RM 3                         22.150 METERS 27727     |
 LH1220|---------------------------------------------------------------------|
 LH1220
 LH1220                          SUPERSEDED SURVEY CONTROL
 LH1220
 LH1220  NAD 83(1986)-  40 10 57.10549(N)    098 59 34.07662(W) AD(       ) 1
 LH1220  NAD 27      -  40 10 57.05800(N)    098 59 32.77400(W) AD(       ) 1
 LH1220
 LH1220.Superseded values are not recommended for survey control.
 LH1220
 LH1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1220.See file dsdata.pdf to determine how the superseded data were derived.
 LH1220
 LH1220_MARKER: DS = TRIANGULATION STATION DISK
 LH1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1220_STAMPING: SCHMIDT 1935 1951
 LH1220_MARK LOGO: CGS
 LH1220_PROJECTION: FLUSH
 LH1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1220+STABILITY: SURFACE MOTION
 LH1220
 LH1220  HISTORY     - Date     Condition        Report By
 LH1220  HISTORY     - 1935     MONUMENTED       CGS
 LH1220  HISTORY     - 1951     GOOD             CGS
 LH1220  HISTORY     - 20080313 MARK NOT FOUND   DUCKS
 LH1220
 LH1220                          STATION DESCRIPTION
 LH1220
 LH1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1220'THE STATION IS LOCATED 6 MILES NORTH AND 2 MILES WEST OF FRANKLIN,
 LH1220'NEBRASKA, 1-1/2 MILES SOUTH AND 2.2 MILES WEST OF MACON, NEBRASKA,
 LH1220'IN THE SOUTHEAST QUARTER OF SEC. 34, T. 3 N., R. 15 W.  THE
 LH1220'STATION POINT IS A RISE SOUTH OF A VACANT DWELLING (WHITE, TWO
 LH1220'STORY).  THE STATION LOCATION IS SLIGHTLY HIGHER THAN THE COUNTRY
 LH1220'TO THE EAST, NORTH, AND SOUTH, AND OVERLOOKS ROUGH ERODED
 LH1220'VALLEYS TO THE WEST.
 LH1220'
 LH1220'THE STATION MARK LIES IN A NORTH-SOUTH FENCE LINE, APPROXIMATELY
 LH1220'6-1/2 YARDS EAST OF THE RIM OF THE ERODED VALLEYS MENTIONED ABOVE,
 LH1220'115.9 FEET WEST-SOUTHWEST OF A WINDMILL AND WELL, 152.5 FEET
 LH1220'SOUTH OF SOUTHWEST CORNER OF THE WHITE 2-STORY FARMHOUSE, AND 152
 LH1220'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAME HOUSE.
 LH1220'IT PROJECTS 6 INCHES.
 LH1220'
 LH1220'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION,
 LH1220'3 FEET SOUTHEAST OF THE SOUTHEAST YARD CORNER POST, 95 FEET
 LH1220'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 103 FEET
 LH1220'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH, ON SOUTH SIDE
 LH1220'OF THE HOUSE.  IT PROJECTS 6 INCHES.
 LH1220'
 LH1220'REFERENCE MARK NO. 2 LIES SOUTH OF THE STATION,
 LH1220'2 FEET EAST OF THE NORTH-SOUTH FENCE MENTIONED IN THE DESCRIPTION
 LH1220'OF THE STATION MARK, AND 204-1/2 FEET SOUTHEAST OF THE WINDMILL
 LH1220'AND WELL.  IT PROJECTS 8 INCHES.
 LH1220'
 LH1220'THE AZIMUTH MARK LIES SOUTHEAST OF THE STATION.  IT
 LH1220'IS LOCATED 1.8 FEET SOUTH OF SOUTHEAST FENCE CORNER, IN
 LH1220'A ROAD T-INTERSECTION STEM WEST, 18 FEET NORTH OF THE CENTERLINE
 LH1220'OF THE STEM OF THE T, AND 33 FEET WEST OF THE CENTERLINE OF
 LH1220'A GRADED NORTH-SOUTH ROAD (BAR OF T) AND 62-1/2 FEET
 LH1220'WEST-NORTHWEST OF A SOUTHWEST FENCE CORNER ON THE EAST SIDE OF THE
 LH1220'GRADED ROAD MENTIONED ABOVE.  IT PROJECTS 6 INCHES.
 LH1220'
 LH1220'THE STATION MAY BE REACHED FROM THE INTERSECTION OF STATE
 LH1220'HIGHWAYS 3 AND 10 IN FRANKLIN, NEBRASKA, BY DRIVING NORTH ON
 LH1220'STATE HIGHWAY 10 FOR 6.5 MILES TO A CROSSROADS (STATE HIGHWAY 10
 LH1220'AND A GRADED SECTION-LINE ROAD), TURN LEFT (WEST) ON TO A
 LH1220'GRADED SECTION-LINE ROAD AND DRIVE 2.0 MILES TO A SECTION-LINE
 LH1220'CROSSROADS, TURN LEFT (SOUTH) AT THE CROSSROADS AND DRIVE 0.5
 LH1220'MILE TO A WIRE GATE IN THE WEST ROAD RIGHT-OF-WAY FENCE, TURN
 LH1220'WEST THROUGH THE GATE AND DRIVE 0.2 MILE TO A DESERTED 2-STORY
 LH1220'WHITE FARMHOUSE, TURN LEFT (SOUTH) ALONG THE EAST SIDE OF THE
 LH1220'FARMYARD FENCE, DRIVE TO THE SOUTHEAST YARD CORNER, THEN
 LH1220'SOUTHWEST TO THE STATION.
 LH1220'
 LH1220'THE STATION MAY ALSO BE REACHED FROM MACON, NEBRASKA, BY DRIVING
 LH1220'SOUTH FROM A SMALL WHITE CHURCH ON THE MAIN STREET (STATE HIGHWAY
 LH1220'10) FOR 1.0 MILE TO THE CROSSROADS MENTIONED ABOVE (6.5 MILES
 LH1220'NORTH OF FRANKLIN, NEBRASKA).
 LH1220'
 LH1220'A 60-FOOT STEEL TOWER CLEARS ALL LINES FROM THIS STATION.
 LH1220'
 LH1220'ELEVATION 2140 FEET.
 LH1220
 LH1220                          STATION RECOVERY (1951)
 LH1220
 LH1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1220'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 LH1220'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT THE REQUEST OF
 LH1220'THE LAND OWNER, THE STATION MARK WAS LOWERED, REFERENCE MARK
 LH1220'NO. 1 WAS REMOVED AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 LH1220'
 LH1220'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1220'
 LH1220'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 2.0 MILES
 LH1220'WEST OF FRANKLIN AND ABOUT 2.0 MILES WEST AND 1.5 MILES SOUTH OF
 LH1220'MACON IN THE NORTHEAST CORNER OF A PASTURE, 12 FEET NORTH OF A
 LH1220'FENCE CORNER AND 6 FEET SOUTH OF THE CENTER OF THE SOUTH SIDE OF A
 LH1220'BARN.  IT IS STAMPED SCHMIDT 1935 1951 AND IS FLUSH WITH THE
 LH1220'GROUND SURFACE.
 LH1220'
 LH1220'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LH1220'110 FEET SOUTH OF A FENCE CORNER AND 2 FEET EAST OF A NORTH-SOUTH
 LH1220'FENCE LINE.  IT IS STAMPED SCHMIDT NO 2 1935 AND PROJECTS
 LH1220'5 INCHES.
 LH1220'
 LH1220'REFERENCE MARK NO. 3 IS NEAR THE NORTH EDGE OF A PASTURE, 55
 LH1220'FEET WEST OF THE SOUTHWEST CORNER OF A BARN AND 28 FEET SOUTH
 LH1220'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED SCHMIDT NO 3 1935
 LH1220'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1220'
 LH1220'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 156.56 FEET.
 LH1220'
 LH1220'THE AZIMUTH MARK IS IN THE NORTHEAST CORNER OF A PASTURE, 34
 LH1220'FEET WEST OF THE CENTER OF A DIRT ROAD, 6 FEET SOUTH OF A TELEPHONE
 LH1220'POLE, 2 FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET EAST OF A
 LH1220'WITNESS POST.  IT IS STAMPED SCHMIDT AZIMUTH 1935 AND PROJECTS
 LH1220'3 INCHES.
 LH1220'
 LH1220'TO REACH THE STATION FROM THE POST OFFICE IN MACON, GO WEST
 LH1220'ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND
 LH1220'GO SOUTH ON DIRT ROAD FOR 1.5 MILES TO A DRIVEWAY INTO FARMYARD
 LH1220'ON RIGHT, (CONTINUE SOUTH ON DIRT ROAD FOR 0.2 MILE TO POINT
 LH1220'WHERE ROAD CURVES EAST AND AZIMUTH MARK ON RIGHT IN NORTHEAST
 LH1220'CORNER OF PASTURE AS DESCRIBED.) TURN RIGHT AND GO WEST FOR
 LH1220'0.1 MILE TO FARMYARD AND STATION JUST SOUTH OF BARN AS
 LH1220'DESCRIBED.
 LH1220
 LH1220                          STATION RECOVERY (2008)
 LH1220
 LH1220'RECOVERY NOTE BY DUCKS UNLIMITED 2008 (GLJ)
 LH1220'FOUND THE STATION MARK CONCRETE WITH IRON STUD IN CENTER, CAP IS
 LH1220'MISSING.  MONUMENT CHECKS OUT WITH OPUS HORIZONTAL LOCATION NORTHING
 LH1220'0.20 FEET AND EASTING 0.04 FEET.  VERTICAL IS ABOUT 66 FEET OUT.  RM
 LH1220'NUMBER2 WAS RECOVERED BUT NOT SHOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2081 ***********************************************************************
 MK2081  DESIGNATION -  SCHOEN
 MK2081  PID         -  MK2081
 MK2081  STATE/COUNTY-  NE/SAUNDERS
 MK2081  COUNTRY     -  US
 MK2081  USGS QUAD   -  WAHOO WEST (2017)
 MK2081
 MK2081                         *CURRENT SURVEY CONTROL
 MK2081  ______________________________________________________________________
 MK2081* NAD 83(1995) POSITION- 41 12 46.01739(N) 096 42 43.74781(W)   ADJUSTED
 MK2081* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 MK2081  ______________________________________________________________________
 MK2081  GEOID HEIGHT    -        -26.872 (meters)                     GEOID18
 MK2081  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 MK2081  HORZ ORDER      -  SECOND
 MK2081
 MK2081.The horizontal coordinates were established by classical geodetic methods
 MK2081.and adjusted by the National Geodetic Survey in August 1997.
 MK2081
 MK2081.The orthometric height was scaled from a topographic map.
 MK2081
 MK2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2081.GEOID18 height accuracy estimate available here.
 MK2081
 MK2081.Click photographs - Photos may exist for this station.
 MK2081
 MK2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2081
 MK2081. The following values were computed from the NAD 83(1995) position.
 MK2081
 MK2081;                    North         East     Units Scale Factor Converg.
 MK2081;SPC NE       -   158,394.635   775,575.177   MT  0.99967161   +2 10 43.8
 MK2081;SPC NE       -   519,666.40  2,544,532.89   sFT  0.99967161   +2 10 43.8
 MK2081;UTM  14      - 4,564,902.068   691,798.200   MT  1.00005276   +1 30 28.2
 MK2081
 MK2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2081!SPC NE       -   0.99994161  x   0.99967161  =   0.99961324
 MK2081!UTM  14      -   0.99994161  x   1.00005276  =   0.99999437
 MK2081
 MK2081:                Primary Azimuth Mark                     Grid Az
 MK2081:SPC NE       -  WAHOO MUNICIPAL TANK                     083 47 25.2
 MK2081:UTM  14      -  WAHOO MUNICIPAL TANK                     084 27 40.8
 MK2081
 MK2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9179864902(NAD 83)
 MK2081
 MK2081|---------------------------------------------------------------------|
 MK2081| PID    Reference Object                     Distance      Geod. Az  |
 MK2081|                                                           dddmmss.s |
 MK2081| CL7546 SCHOEN RM 2                          15.130 METERS 00333     |
 MK2081| MK2082 WAHOO MUNICIPAL TANK                APPROX. 7.2 KM 0855809.0 |
 MK2081| CL7545 SCHOEN RM 1                          20.480 METERS 09819     |
 MK2081|---------------------------------------------------------------------|
 MK2081
 MK2081                          SUPERSEDED SURVEY CONTROL
 MK2081
 MK2081  NAD 83(1986)-  41 12 46.02742(N)    096 42 43.75035(W) AD(       ) 2
 MK2081  NAD 27      -  41 12 46.01077(N)    096 42 42.65475(W) AD(       ) 2
 MK2081
 MK2081.Superseded values are not recommended for survey control.
 MK2081
 MK2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2081.See file dsdata.pdf to determine how the superseded data were derived.
 MK2081
 MK2081_MARKER: DD = SURVEY DISK
 MK2081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2081+WITH SETTING: INFORMATION.
 MK2081_STAMPING: ET SCHOEN 1967
 MK2081_MARK LOGO: USGS
 MK2081_PROJECTION: FLUSH
 MK2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2081
 MK2081  HISTORY     - Date     Condition        Report By
 MK2081  HISTORY     - 1967     MONUMENTED       USGS
 MK2081
 MK2081                          STATION DESCRIPTION
 MK2081
 MK2081'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2081'THE STATION IS LOCATED APPROX. 0.5 MI N. AND 5.0 MI W. OF WAHOO,
 MK2081'T. 15 N., R. 6 E., NEAR CENTER OF SEC. 2, 11 FT N. AND 2 FT W.
 MK2081'OF FENCE CORNER.
 MK2081'
 MK2081'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2081'6TH ST., 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 05.3 MI TO JCT.
 MK2081'OF STATE RD. 592, TURN RIGHT (N.) AND GO 0.7 MI ALONG STATE RD.
 MK2081'592 TO FIELD RD. RIGHT (E.), TURN RIGHT (E.), PASS THROUGH WIRE
 MK2081'FENCE GATE AND GO ALONG FIELD RD. 0.2 MI TO A CROP LINE, TURN
 MK2081'RIGHT (S.) AND GO ALONG CROP LINE 0.3 MI TO TOP OF RISE AND
 MK2081'STATION ON LEFT (E.).
 MK2081'
 MK2081'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2081'0.5 IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG,
 MK2081'FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2081'
 MK2081'THE STATION MARK IS STAMPED ET SCHOEN 1967.
 MK2081'
 MK2081'REFERENCE MARK 1 IS W. OF THE STATION, 1 FT N. OF FENCE AND 65
 MK2081'FT E. OF FENCE CORNER, STAMPED SCHOEN NO 1 1967.
 MK2081'
 MK2081'REFERENCE MARK 2 IS N. OF STATION, 61 FT N. AND 1 FT W. OF FENCE
 MK2081'CORNER, STAMPED SCHOEN NO 2 1967.
 MK2081'
 MK2081'AZIMUTH MARK W.T. IN WAHOO, APPROX. 5.0 MI ENE. OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0690 ***********************************************************************
 NN0690  DESIGNATION -  SCHOOL
 NN0690  PID         -  NN0690
 NN0690  STATE/COUNTY-  NE/HOLT
 NN0690  COUNTRY     -  US
 NN0690  USGS QUAD   -  EMMET NW (2017)
 NN0690
 NN0690                         *CURRENT SURVEY CONTROL
 NN0690  ______________________________________________________________________
 NN0690* NAD 83(1995) POSITION- 42 26 07.02172(N) 098 58 12.52532(W)   ADJUSTED
 NN0690* NAVD 88 ORTHO HEIGHT -   652.11  (+/-2cm)     2139.5   (feet) VERTCON
 NN0690  ______________________________________________________________________
 NN0690  GEOID HEIGHT    -        -23.919 (meters)                     GEOID18
 NN0690  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 NN0690  HORZ ORDER      -  THIRD
 NN0690  VERT ORDER      -  THIRD ? (See Below)
 NN0690
 NN0690.The horizontal coordinates were established by classical geodetic methods
 NN0690.and adjusted by the National Geodetic Survey in August 1997.
 NN0690
 NN0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0690
 NN0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0690.GEOID18 height accuracy estimate available here.
 NN0690
 NN0690.The vertical order pertains to the NGVD 29 superseded value.
 NN0690
 NN0690.Click photographs - Photos may exist for this station.
 NN0690
 NN0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0690
 NN0690. The following values were computed from the NAD 83(1995) position.
 NN0690
 NN0690;                    North         East     Units Scale Factor Converg.
 NN0690;SPC NE       -   289,400.155   584,720.454   MT  0.99979028   +0 40 56.9
 NN0690;SPC NE       -   949,473.68  1,918,370.36   sFT  0.99979028   +0 40 56.9
 NN0690;UTM  14      - 4,698,107.559   502,455.522   MT  0.99960007   +0 01 12.5
 NN0690
 NN0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0690!SPC NE       -   0.99990149  x   0.99979028  =   0.99969179
 NN0690!UTM  14      -   0.99990149  x   0.99960007  =   0.99950160
 NN0690
 NN0690:                Primary Azimuth Mark                     Grid Az
 NN0690:SPC NE       -  PETERSON                                 178 15 38.9
 NN0690:UTM  14      -  PETERSON                                 178 55 23.3
 NN0690
 NN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0245598107(NAD 83)
 NN0690
 NN0690|---------------------------------------------------------------------|
 NN0690| PID    Reference Object                     Distance      Geod. Az  |
 NN0690|                                                           dddmmss.s |
 NN0690| CO4494 SCHOOL RM 1                          18.425 METERS 01651     |
 NN0690| NN0689 PETERSON                            APPROX. 9.6 KM 1785635.8 |
 NN0690| CO4495 SCHOOL RM 2                          18.977 METERS 25414     |
 NN0690| CO4496 SCHOOL RM 3                          63.697 METERS 26259     |
 NN0690| CO4493 SCHOOL AZ MK RESET                                 3540626.3 |
 NN0690| CO4492 SCHOOL AZ MK                                       3543945.7 |
 NN0690|---------------------------------------------------------------------|
 NN0690
 NN0690                          SUPERSEDED SURVEY CONTROL
 NN0690
 NN0690  NAD 83(1986)-  42 26 07.02712(N)    098 58 12.53315(W) AD(       ) 3
 NN0690  NAD 27      -  42 26 07.02500(N)    098 58 11.17100(W) AD(       ) 3
 NN0690  NGVD 29             651.88   (m)         2138.7    (f) LEVELING    3  
 NN0690
 NN0690.Superseded values are not recommended for survey control.
 NN0690
 NN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0690.See file dsdata.pdf to determine how the superseded data were derived.
 NN0690
 NN0690_MARKER: DS = TRIANGULATION STATION DISK
 NN0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0690_STAMPING: SCHOOL 1949
 NN0690_MARK LOGO: CGS
 NN0690_PROJECTION: FLUSH
 NN0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0690+STABILITY: SURFACE MOTION
 NN0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0690+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2013
 NN0690
 NN0690  HISTORY     - Date     Condition        Report By
 NN0690  HISTORY     - 1949     MONUMENTED       CGS
 NN0690  HISTORY     - 1954     GOOD             CGS
 NN0690  HISTORY     - 1964     GOOD             CGS
 NN0690  HISTORY     - 20130222 GOOD             INDIV
 NN0690
 NN0690                          STATION DESCRIPTION
 NN0690
 NN0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0690'THE STATION IS LOCATED ABOUT 6.75 MILES SOUTH OF ATKINSON IN
 NN0690'THE SOUTHEAST CORNER OF SCHOOL YARD.  IT IS 90 FEET SOUTHEAST
 NN0690'OF SOUTHEAST CORNER OF SCHOOL HOUSE, 19 FEET WEST OF NORTH-SOUTH
 NN0690'FENCE LINE AND 18 FEET NORTH OF EAST-WEST FENCE LINE AND
 NN0690'WITNESS POST SET IN FENCE LINE.  IT IS STAMPED SCHOOL 1949
 NN0690'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0690'
 NN0690'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION,
 NN0690'100 FEET EAST OF NORTHEAST CORNER OF SCHOOL HOUSE AND 1 FOOT
 NN0690'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED SCHOOL NO
 NN0690'1 1949 AND PROJECTS 4 INCHES.
 NN0690'
 NN0690'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 60
 NN0690'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL HOUSE
 NN0690'AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 NN0690'SCHOOL NO 2 1949 AND PROJECTS 6 INCHES.
 NN0690'
 NN0690'THE AZIMUTH MARK IS NORTH OF THE STATION, 35 FEET WEST OF THE
 NN0690'CENTER OF STATE HIGHWAY 11, 2 FEET SOUTH OF WITNESS POST AND
 NN0690'1 FOOT SOUTHWEST OF TELEPHONE POLE.  IT IS STAMPED SCHOOL
 NN0690'1949 AND PROJECTS 3 INCHES.
 NN0690'
 NN0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NN0690'AND STATE HIGHWAY 11 IN THE SOUTHEAST EDGE OF ATKINSON, GO
 NN0690'SOUTH ON STATE HIGHWAY 11 FOR 6.6 MILES TO FORKS WHERE STATE
 NN0690'HIGHWAY 11 BEARS TO THE LEFT, CONTINUE STRAIGHT AHEAD ON
 NN0690'DIRT ROAD FOR 0.1 MILE TO DRIVEWAY TO SCHOOL HOUSE ON THE LEFT,
 NN0690'TURN LEFT INTO SCHOOL YARD AND STATION IN THE SOUTHEAST
 NN0690'CORNER OF SCHOOL YARD AS DESCRIBED.
 NN0690'
 NN0690'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 37 FEET.
 NN0690'
 NN0690'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 4 FEET.
 NN0690'
 NN0690'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0690
 NN0690                          STATION RECOVERY (1954)
 NN0690
 NN0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NN0690'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0690'IN GOOD CONDITION.  THE AZIMUTH MARK WOULD BE DESTROYED
 NN0690'BY NEW ROAD CONSTRUCTION, SO IT WAS RESET.  A DESCRIPTION OF
 NN0690'THE RESET AZIMUTH MARK AND THE NEW DIRECTION FOLLOW.
 NN0690'
 NN0690'AZIMUTH MARK (RESET) IS 0.4 MILE NORTH OF THE STATION, 85
 NN0690'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 11 AND 2 FEET
 NN0690'SOUTH OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 NN0690'DISK IS STAMPED SCHOOL 1949 RESET 1954.
 NN0690
 NN0690                          STATION RECOVERY (1964)
 NN0690
 NN0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0690'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0690'FOUND IN GOOD CONDITION, EXCEPT THAT REFERENCE MARK NO. 2
 NN0690'WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 NN0690'THE SCHOOLHOUSE IS GONE AND THERE ARE OTHER LOCAL CHANGES,
 NN0690'SO A COMPLETE DESCRIPTION FOLLOWS.  THE AZIMUTH MARK IS
 NN0690'VISIBLE FROM THE STATION.  BUT A HIGHWAY SIGN HAS BEEN PLACED
 NN0690'ON LINE BETWEEN THE STATION AND THE AZIMUTH MARK, SO IT
 NN0690'WAS NOT USED FOR RELOCATING THE NEW REFERENCE MARK.
 NN0690'
 NN0690'STATION IS LOCATED ABOUT 6 AND 1/2 MILES SOUTH OF THE TOWN
 NN0690'OF ATKINSON AT THE FORMER SITE OF A SCHOOLHOUSE ABOUT 100
 NN0690'YARDS SOUTHWEST OF STATE HIGHWAY 11 WHERE IT CURVES FROM NORTH
 NN0690'TO SOUTHEAST TO SOUTH, 106 FEET WEST-SOUTHWEST OF A 12-INCH
 NN0690'CEDAR TREE, 90 FEET SOUTH-SOUTHWEST OF A 4-INCH CEDAR TREE,
 NN0690'64 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 62 FEET NORTH
 NN0690'OF THE CENTERLINE OF GRAVEL ROAD WHICH IS A CORRECTION-LINE
 NN0690'ROAD, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD
 NN0690'SCHOOL FOUNDATION, AND 1 FOOT WEST OF A NEW STEEL WITNESS
 NN0690'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 NN0690'STAMPED SCHOOL 1949.
 NN0690'
 NN0690'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 NN0690'CROSSING IN THE TOWN OF ATKINSON, GO SOUTH ON STATE HIGHWAY
 NN0690'11 FOR 6.6 MILES TO GRAVEL CROSSROADS AND CORRECTION-LINE.
 NN0690'TURN RIGHT ON GRAVEL ROAD AND GO WEST FOR 0.05 MILE TO THE
 NN0690'STATION ON THE RIGHT.
 NN0690'
 NN0690'REFERENCE MARK NO. 1 IS 60.45 FEET NORTH-NORTHEAST OF THE
 NN0690'STATION, AND 29 FEET SOUTHWEST OF A SMALL 4-INCH CEDAR TREE.
 NN0690'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SCHOOL
 NN0690'NO 1 1949.
 NN0690'
 NN0690'REFERENCE MARK NO. 3 IS 208.98 FEET WEST OF THE STATION,
 NN0690'35 FEET NORTH OF THE CENTERLINE OF EAST-WEST GRAVEL ROAD
 NN0690'(CORRECTION-LINE ROAD), 3 FEET WEST OF A POWER AND TELEPHONE
 NN0690'POLE WITH METER BOXES, AND 4 FEET EAST OF A POST.  THE MARK
 NN0690'PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHOOL NO 3 1949.
 NN0690'
 NN0690'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 85 FEET WEST
 NN0690'OF THE CENTERLINE OF STATE HIGHWAY 11, AND 1 FOOT SOUTH OF A
 NN0690'NEW WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NN0690'IS STAMPED SCHOOL 1949 RESET 1954.
 NN0690'
 NN0690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 NN0690'ROAD FOR 0.05 MILE, THENCE TURN RIGHT AND GO NORTH ON GRAVEL
 NN0690'ROAD AND STATE HIGHWAY 11 FOR 0.4 MILE TO THE AZIMUTH MARK
 NN0690'ON THE LEFT AS DESCRIBED.
 NN0690'
 NN0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0690
 NN0690                          STATION RECOVERY (2013)
 NN0690
 NN0690'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NN0690'FOUND GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0838 ***********************************************************************
 LG0838  DESIGNATION -  SCHOOL
 LG0838  PID         -  LG0838
 LG0838  STATE/COUNTY-  NE/THAYER
 LG0838  COUNTRY     -  US
 LG0838  USGS QUAD   -  ALEXANDRIA (2017)
 LG0838
 LG0838                         *CURRENT SURVEY CONTROL
 LG0838  ______________________________________________________________________
 LG0838* NAD 83(1995) POSITION- 40 08 48.60924(N) 097 29 06.51386(W)   ADJUSTED
 LG0838* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 LG0838  ______________________________________________________________________
 LG0838  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 LG0838  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 LG0838  HORZ ORDER      -  SECOND
 LG0838
 LG0838.The horizontal coordinates were established by classical geodetic methods
 LG0838.and adjusted by the National Geodetic Survey in August 1997.
 LG0838
 LG0838.The orthometric height was scaled from a topographic map.
 LG0838
 LG0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0838.GEOID18 height accuracy estimate available here.
 LG0838
 LG0838.Click photographs - Photos may exist for this station.
 LG0838
 LG0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0838
 LG0838. The following values were computed from the NAD 83(1995) position.
 LG0838
 LG0838;                    North         East     Units Scale Factor Converg.
 LG0838;SPC NE       -    37,925.979   714,248.917   MT  0.99993686   +1 39 59.7
 LG0838;SPC NE       -   124,428.82  2,343,331.66   sFT  0.99993686   +1 39 59.7
 LG0838;UTM  14      - 4,445,154.705   629,032.932   MT  0.99980496   +0 58 36.6
 LG0838
 LG0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0838!SPC NE       -   0.99993061  x   0.99993686  =   0.99986747
 LG0838!UTM  14      -   0.99993061  x   0.99980496  =   0.99973558
 LG0838
 LG0838:                Primary Azimuth Mark                     Grid Az
 LG0838:SPC NE       -  SCHOOL AZ MK                             270 13 37.7
 LG0838:UTM  14      -  SCHOOL AZ MK                             270 55 00.8
 LG0838
 LG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2903245154(NAD 83)
 LG0838
 LG0838|---------------------------------------------------------------------|
 LG0838| PID    Reference Object                     Distance      Geod. Az  |
 LG0838|                                                           dddmmss.s |
 LG0838| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX. 5.8 KM 0932844.5 |
 LG0838| CN9739 SCHOOL RM 2                           8.559 METERS 09430     |
 LG0838| CN9737 SCHOOL AZ MK                                       2715337.4 |
 LG0838| CN9738 SCHOOL RM 1                          24.872 METERS 35902     |
 LG0838|---------------------------------------------------------------------|
 LG0838
 LG0838                          SUPERSEDED SURVEY CONTROL
 LG0838
 LG0838  NAD 83(1986)-  40 08 48.61501(N)    097 29 06.51415(W) AD(       ) 2
 LG0838  NAD 27      -  40 08 48.60600(N)    097 29 05.37300(W) AD(       ) 2
 LG0838
 LG0838.Superseded values are not recommended for survey control.
 LG0838
 LG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0838.See file dsdata.pdf to determine how the superseded data were derived.
 LG0838
 LG0838_MARKER: DS = TRIANGULATION STATION DISK
 LG0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0838_STAMPING: SCHOOL 1947
 LG0838_MARK LOGO: CGS
 LG0838_PROJECTION: PROJECTING
 LG0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0838+STABILITY: SURFACE MOTION
 LG0838
 LG0838  HISTORY     - Date     Condition        Report By
 LG0838  HISTORY     - 1947     MONUMENTED       CGS
 LG0838  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LG0838  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LG0838
 LG0838                          STATION DESCRIPTION
 LG0838
 LG0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0838'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF HEBRON,
 LG0838'3 MILES WEST-SOUTHWEST OF GILEAD, 0.3 MILE WEST OF A SCHOOL
 LG0838'HOUSE, 38.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 3,
 LG0838'21 FEET EAST OF A TELEPHONE POLE, 6 FEET EAST OF A WITNESS POST,
 LG0838'AND 3 FEET NORTH OF AN EAST-WEST FENCE.  IT PROJECTS 3 INCHES AND
 LG0838'IS STAMPED SCHOOL 1947.
 LG0838'
 LG0838'REFERENCE MARK NO. 1 IS 43.3 FEET NORTH OF THE CENTER OF STATE
 LG0838'HIGHWAY NO. 3.  IT PROJECTS 8 INCHES AND IS STAMPED SCHOOL NO
 LG0838'1 1947.
 LG0838'
 LG0838'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF THE CENTER OF STATE
 LG0838'HIGHWAY NO. 3 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 LG0838'PROJECTS 3 INCHES AND IS STAMPED SCHOOL NO 2 1947.
 LG0838'
 LG0838'AZIMUTH MARK IS 140 FEET WEST-NORTHWEST OF THE CENTER OF A
 LG0838'CROSSROAD, 39 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 3,
 LG0838'2.5 FEET EAST-SOUTHEAST OF A WITNESS POST, AND 1.0 FOOT SOUTH
 LG0838'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 LG0838'STAMPED SCHOOL 1947.
 LG0838'
 LG0838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND
 LG0838'STATE HIGHWAY NO. 3, SOUTHEAST OF HEBRON, GO EAST ON STATE
 LG0838'HIGHWAY NO. 3 FOR 4.8 MILES TO THE TOP OF A GRADE AND THE STATION
 LG0838'ON THE RIGHT AS DESCRIBED.
 LG0838'
 LG0838'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG0838'HIGHWAY NO. 3 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0838'DESCRIBED.
 LG0838'
 LG0838'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 4 FEET.
 LG0838'
 LG0838'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 4 FEET.
 LG0838'
 LG0838'AN 87 FOOT SIGNAL AT HEBRON IS VISIBLE AT 4 FEET.
 LG0838'
 LG0838'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LG0838
 LG0838                          STATION RECOVERY (1961)
 LG0838
 LG0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LG0838'THE LOCATION OF THIS STATION WAS VISITED AND THE AZIMUTH MARK
 LG0838'WAS RECOVERED AS DESCRIBED.  NEBRASKA HIGHWAY OFFICIALS HAD
 LG0838'REQUESTED THAT THE AZIMUTH MARK BE MOVED.  ROAD CONSTRUCTION WORK
 LG0838'WAS COMPLETED AT THE DESCRIBED SITE OF THE STATION AND REFERENCE
 LG0838'MARKS.  TWO CONCRETE POSTS WITH THEIR TOPS SHEARED OFF WERE
 LG0838'FOUND ALONG THE SOUTH SIDE OF THE HIGHWAY NEAR THE DESCRIBED
 LG0838'STATION SITE.  THE CENTERLINE FOR THE NEW HIGHWAY FOLLOWED THE
 LG0838'CENTERLINE FOR THE OLD HIGHWAY AS THE PLANS FOR CONSTRUCTION
 LG0838'SHOWED IT.  USING THE REFERENCE MEASUREMENTS FROM THE
 LG0838'ORIGINAL DESCRIPTION, THIS PLACES THE STATION LOCATION IN A
 LG0838'CUT ALONG THE SOUTH SIDE OF THE ROAD WHICH IS ABOUT 8 FEET
 LG0838'DEEP.  SOME PROBING WAS DONE ALONG THE BACK SLOPE.  IT IS THE
 LG0838'CONSENUS OF THE WRITER THAT THE STATION SHOULD BE LISTED AS
 LG0838'COMPLETELY DESTROYED.  THE DISK WAS REMOVED FROM THE AZIMUTH
 LG0838'MARK POST WHEN THE STATION WAS NOT RECOVERED.  THE
 LG0838'NEBRASKA HIGHWAY PERSONNEL CONTACTED ON THIS PROJECT
 LG0838'WERE INFORMED THAT WHEN ONE OF OUR MARKERS WITH AN ARROW WAS
 LG0838'FOUND, THERE WAS A TRIANGULATION STATION AND OTHER MARKERS IN
 LG0838'THE GENERAL AREA.
 LG0838
 LG0838                          STATION RECOVERY (1970)
 LG0838
 LG0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0838'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0838'AZIMUTH MARK HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE SITE OF
 LG0838'THE MARKS IS NOW IN A DEEP CUT AND THE UNDERGROUND MARK WAS
 LG0838'PROBABLY DESTROYED.  THIS STATION SHOULD BE CONSIDERED LOST.
 LG0838'
 LG0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4 MILES
 LG0838'WEST-SOUTHWEST OF GILEAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1225 ***********************************************************************
 LH1225  DESIGNATION -  SCHOOL
 LH1225  PID         -  LH1225
 LH1225  STATE/COUNTY-  NE/KEARNEY
 LH1225  COUNTRY     -  US
 LH1225  USGS QUAD   -  UPLAND SE (2017)
 LH1225
 LH1225                         *CURRENT SURVEY CONTROL
 LH1225  ______________________________________________________________________
 LH1225* NAD 83(1995) POSITION- 40 22 20.00041(N) 098 48 38.37286(W)   ADJUSTED
 LH1225* NAVD 88 ORTHO HEIGHT -   644.    (meters)     2113.    (feet) SCALED
 LH1225  ______________________________________________________________________
 LH1225  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 LH1225  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 LH1225  HORZ ORDER      -  THIRD
 LH1225
 LH1225.The horizontal coordinates were established by classical geodetic methods
 LH1225.and adjusted by the National Geodetic Survey in August 1997.
 LH1225
 LH1225.The orthometric height was scaled from a topographic map.
 LH1225
 LH1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1225.GEOID18 height accuracy estimate available here.
 LH1225
 LH1225.Click photographs - Photos may exist for this station.
 LH1225
 LH1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1225
 LH1225. The following values were computed from the NAD 83(1995) position.
 LH1225
 LH1225;                    North         East     Units Scale Factor Converg.
 LH1225;SPC NE       -    60,528.574   600,990.707   MT  0.99985243   +0 47 17.4
 LH1225;SPC NE       -   198,584.16  1,971,750.34   sFT  0.99985243   +0 47 17.4
 LH1225;UTM  14      - 4,469,088.793   516,073.987   MT  0.99960318   +0 07 21.5
 LH1225
 LH1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1225!SPC NE       -   0.99990294  x   0.99985243  =   0.99975538
 LH1225!UTM  14      -   0.99990294  x   0.99960318  =   0.99950616
 LH1225
 LH1225:                Primary Azimuth Mark                     Grid Az
 LH1225:SPC NE       -  SCHOOL AZ MK                             089 45 16.3
 LH1225:UTM  14      -  SCHOOL AZ MK                             090 25 12.2
 LH1225
 LH1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1607369088(NAD 83)
 LH1225
 LH1225|---------------------------------------------------------------------|
 LH1225| PID    Reference Object                     Distance      Geod. Az  |
 LH1225|                                                           dddmmss.s |
 LH1225| CN9741 SCHOOL RM 1                          23.305 METERS 06348     |
 LH1225| CN9740 SCHOOL AZ MK                                       0903233.7 |
 LH1225| CN9742 SCHOOL RM 2                          18.115 METERS 34209     |
 LH1225|---------------------------------------------------------------------|
 LH1225
 LH1225                          SUPERSEDED SURVEY CONTROL
 LH1225
 LH1225  NAD 83(1986)-  40 22 20.00688(N)    098 48 38.37300(W) AD(       ) 3
 LH1225  NAD 27      -  40 22 19.95100(N)    098 48 37.10300(W) AD(       ) 3
 LH1225
 LH1225.Superseded values are not recommended for survey control.
 LH1225
 LH1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1225.See file dsdata.pdf to determine how the superseded data were derived.
 LH1225
 LH1225_MARKER: DS = TRIANGULATION STATION DISK
 LH1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1225
 LH1225  HISTORY     - Date     Condition        Report By
 LH1225  HISTORY     - 1951     MONUMENTED       CGS
 LH1225
 LH1225                          STATION DESCRIPTION
 LH1225
 LH1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1225'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHEAST OF MINDEN, 7.5
 LH1225'MILES SOUTH OF NORMAN AND IN A SCHOOL YARD.  IT IS 80.0 FEET
 LH1225'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 30.0
 LH1225'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 19.0
 LH1225'FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY.  IT IS SET FLUSH
 LH1225'AND STAMPED SCHOOL 1951.
 LH1225'
 LH1225'REFERENCE MARK NO. 1 IS 62.0 FEET NORTH OF THE CENTER OF AN
 LH1225'EAST-WEST GRAVELED ROAD AND 4.0 FEET SOUTHWEST OF THE SOUTHWEST
 LH1225'CORNER OF A SCHOOLHOUSE.  IT IS SET FLUSH AND STAMPED SCHOOL
 LH1225'NO 1 1951.
 LH1225'
 LH1225'REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE
 LH1225'LINE, WHICH IS BETWEEN THE SCHOOL YARD AND THE CEMETERY.  IT
 LH1225'IS SET FLUSH AND STAMPED SCHOOL NO 2 1951.
 LH1225'
 LH1225'THE DISTANCE BETWEEN REFERENCE MARKS IS 89.7 FEET.
 LH1225'
 LH1225'THE AZIMUTH MARK IS 30.0 FEET EAST OF THE CENTER OF A T ROAD
 LH1225'INTERSECTION, 30.0 FEET NORTH OF A POWER LINE POLE, 1.5 FEET
 LH1225'NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A NORTH-SOUTH
 LH1225'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED SCHOOL 1951.
 LH1225'
 LH1225'TO REACH THE STATION FROM THE CROSSROAD JUST NORTHWEST OF THE
 LH1225'DEPOT IN NORMAN, GO WEST ON STATE HIGHWAY 74 FOR 0.45 MILE TO
 LH1225'A CROSSROAD.  TURN LEFT, SOUTH, ON A GRAVELED ROAD FOR 7.4 MILES
 LH1225'TO A T ROAD LEADING WEST AND THE AZIMUTH MARK ON THE LEFT AS
 LH1225'DESCRIBED.  TURN RIGHT, WEST, ON A GRAVELED ROAD FOR 0.5 MILE TO
 LH1225'A SCHOOLHOUSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LH1225'
 LH1225'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1058 ***********************************************************************
 LG1058  DESIGNATION -  SCHOOL
 LG1058  PID         -  LG1058
 LG1058  STATE/COUNTY-  NE/GAGE
 LG1058  COUNTRY     -  US
 LG1058  USGS QUAD   -  WYMORE (2017)
 LG1058
 LG1058                         *CURRENT SURVEY CONTROL
 LG1058  ______________________________________________________________________
 LG1058* NAD 83(1995) POSITION- 40 02 42.12444(N) 096 39 08.60323(W)   ADJUSTED
 LG1058* NAVD 88 ORTHO HEIGHT -   417.    (meters)     1368.    (feet) SCALED
 LG1058  ______________________________________________________________________
 LG1058  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 LG1058  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 LG1058  HORZ ORDER      -  THIRD
 LG1058
 LG1058.The horizontal coordinates were established by classical geodetic methods
 LG1058.and adjusted by the National Geodetic Survey in August 1997.
 LG1058
 LG1058.The orthometric height was scaled from a topographic map.
 LG1058
 LG1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1058.GEOID18 height accuracy estimate available here.
 LG1058
 LG1058.Click photographs - Photos may exist for this station.
 LG1058
 LG1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1058
 LG1058. The following values were computed from the NAD 83(1995) position.
 LG1058
 LG1058;                    North         East     Units Scale Factor Converg.
 LG1058;SPC NE       -    29,036.403   785,600.364   MT  0.99997995   +2 13 06.4
 LG1058;SPC NE       -    95,263.60  2,577,423.86   sFT  0.99997995   +2 13 06.4
 LG1058;UTM  14      - 4,435,396.187   700,269.357   MT  1.00009377   +1 30 39.3
 LG1058
 LG1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1058!SPC NE       -   0.99993888  x   0.99997995  =   0.99991883
 LG1058!UTM  14      -   0.99993888  x   1.00009377  =   1.00003265
 LG1058
 LG1058:                Primary Azimuth Mark                     Grid Az
 LG1058:SPC NE       -  SCHOOL AZ MK                             359 42 49.6
 LG1058:UTM  14      -  SCHOOL AZ MK                             000 25 16.7
 LG1058
 LG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0026935396(NAD 83)
 LG1058
 LG1058|---------------------------------------------------------------------|
 LG1058| PID    Reference Object                     Distance      Geod. Az  |
 LG1058|                                                           dddmmss.s |
 LG1058| LG1063 BETHEL WELCH C M CHURCH SPIRE       APPROX. 1.6 KM 0013053.0 |
 LG1058| CL7547 SCHOOL AZ MK                                       0015556.0 |
 LG1058| CL7548 SCHOOL RM 1                          14.240 METERS 02325     |
 LG1058| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 1.2 KM 0893557.2 |
 LG1058| LG1060 SCHOOL 2                             45.015 METERS 10113     |
 LG1058| CL7549 SCHOOL RM 2                          16.840 METERS 17055     |
 LG1058| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 4.9 KM 1850259.5 |
 LG1058|---------------------------------------------------------------------|
 LG1058
 LG1058                          SUPERSEDED SURVEY CONTROL
 LG1058
 LG1058  NAD 83(1986)-  40 02 42.13065(N)    096 39 08.59915(W) AD(       ) 3
 LG1058  NAD 27      -  40 02 42.12200(N)    096 39 07.52200(W) AD(       ) 3
 LG1058
 LG1058.Superseded values are not recommended for survey control.
 LG1058
 LG1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1058.See file dsdata.pdf to determine how the superseded data were derived.
 LG1058
 LG1058_MARKER: DS = TRIANGULATION STATION DISK
 LG1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1058_STAMPING: SCHOOL 1947
 LG1058_MARK LOGO: CGS
 LG1058_PROJECTION: FLUSH
 LG1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1058+STABILITY: SURFACE MOTION
 LG1058
 LG1058  HISTORY     - Date     Condition        Report By
 LG1058  HISTORY     - 1947     MONUMENTED       CGS
 LG1058  HISTORY     - 1958     GOOD             CGS
 LG1058
 LG1058                          STATION DESCRIPTION
 LG1058
 LG1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1058'THE STATION IS LOCATED ABOUT 5.8 MILES SOUTHEAST OF WYMORE AT THE
 LG1058'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY S3.  IT IS 0.7 MILE
 LG1058'SOUTH OF THE BLUE VALLEY SCHOOL HOUSE AND IN THE NORTHWEST ANGLE
 LG1058'OF THE JUNCTION.  IT IS 53 FEET WEST OF THE CENTER OF U.S. 77,
 LG1058'97 FEET NORTH OF THE CENTER OF STATE S3 AND 38 FEET SOUTHEAST
 LG1058'OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED SCHOOL 1947
 LG1058'AND IS FLUSH WITH THE GROUND.
 LG1058'
 LG1058'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF U.S. 77,
 LG1058'32 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND IS
 LG1058'ABOUT 1.5 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 LG1058'SCHOOL NO 1 1947 AND IS FLUSH WITH THE GROUND.
 LG1058'
 LG1058'REFERENCE MARK NO. 2 IS 45.5 FEET WEST OF THE CENTER OF U.S. 77
 LG1058'AND 44 FEET NORTH OF THE CENTER OF STATE S3.  IT IS STAMPED
 LG1058'SCHOOL NO 2 1947 AND IS FLUSH WITH THE GROUND.
 LG1058'
 LG1058'AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF THE BLUE VALLEY
 LG1058'SCHOOL HOUSE ON THE RIGHT-OF-WAY, 38 FEET EAST OF THE CENTER OF
 LG1058'U.S. HIGHWAY 77.  IT IS 29.5 FEET SOUTH OF A TELEPHONE POLE WITH
 LG1058'THE NUMERAL 5 ON THE WEST SIDE, 1 FOOT WEST OF A NORTH-SOUTH
 LG1058'FENCE LINE AND 3 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN
 LG1058'WITNESS POST PROJECTING 2.5 FEET.  IT IS STAMPED SCHOOL 1947 AND
 LG1058'PROJECTS 8 INCHES.
 LG1058'
 LG1058'TO REACH FROM THE POST OFFICE IN WYMORE, GO NORTH ON THE MAIN
 LG1058'STREET FOR 0.15 MILE, TURN RIGHT AND FOLLOW U.S. HIGHWAY 77 EAST
 LG1058'AND SOUTH FOR 5.55 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LG1058'DESCRIBED.  CONTINUE FOR 0.5 MILE TO THE JUNCTION AND STATION.
 LG1058'
 LG1058'A 74 FOOT SIGNAL AT MALICKY IS V.G.
 LG1058'
 LG1058'A 74 FOOT SIGNAL AT LINE IS V.G.
 LG1058
 LG1058                          STATION RECOVERY (1958)
 LG1058
 LG1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1058'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1058'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 77 WILL
 LG1058'DESTROY ALL THE MARKS EXCEPT THE AZIMUTH MARK WHICH MIGHT BE HIT
 LG1058'BY ROAD MACHINERY.  THE STATION AND BOTH REFERENCE MARKS WERE
 LG1058'MOVED AND ANOTHER AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION
 LG1058'OF SCHOOL 2 1958 WILL GIVE ALL DETAILS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1060 ***********************************************************************
 LG1060  DESIGNATION -  SCHOOL 2
 LG1060  PID         -  LG1060
 LG1060  STATE/COUNTY-  NE/GAGE
 LG1060  COUNTRY     -  US
 LG1060  USGS QUAD   -  WYMORE (2017)
 LG1060
 LG1060                         *CURRENT SURVEY CONTROL
 LG1060  ______________________________________________________________________
 LG1060* NAD 83(1995) POSITION- 40 02 41.84052(N) 096 39 06.74053(W)   NO CHECK
 LG1060* NAVD 88 ORTHO HEIGHT -   417.    (meters)     1368.    (feet) SCALED
 LG1060  ______________________________________________________________________
 LG1060  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 LG1060  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 LG1060  HORZ ORDER      -  THIRD
 LG1060
 LG1060.The horizontal coordinates were established by classical geodetic methods
 LG1060.and adjusted by the National Geodetic Survey in August 1997.
 LG1060
 LG1060.No horizontal observational check was made to the station.
 LG1060
 LG1060.The orthometric height was scaled from a topographic map.
 LG1060
 LG1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1060.GEOID18 height accuracy estimate available here.
 LG1060
 LG1060.Click photographs - Photos may exist for this station.
 LG1060
 LG1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1060
 LG1060. The following values were computed from the NAD 83(1995) position.
 LG1060
 LG1060;                    North         East     Units Scale Factor Converg.
 LG1060;SPC NE       -    29,029.362   785,644.824   MT  0.99997999   +2 13 07.7
 LG1060;SPC NE       -    95,240.50  2,577,569.73   sFT  0.99997999   +2 13 07.7
 LG1060;UTM  14      - 4,435,388.597   700,313.732   MT  1.00009399   +1 30 40.5
 LG1060
 LG1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1060!SPC NE       -   0.99993888  x   0.99997999  =   0.99991887
 LG1060!UTM  14      -   0.99993888  x   1.00009399  =   1.00003287
 LG1060
 LG1060:                Primary Azimuth Mark                     Grid Az
 LG1060:SPC NE       -  SCHOOL 2 AZ MK RESET                     347 56 28.2
 LG1060:UTM  14      -  SCHOOL 2 AZ MK RESET                     348 38 55.4
 LG1060
 LG1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0031335388(NAD 83)
 LG1060
 LG1060|---------------------------------------------------------------------|
 LG1060| PID    Reference Object                     Distance      Geod. Az  |
 LG1060|                                                           dddmmss.s |
 LG1060| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 1.2 KM 0890953.4 |
 LG1060| CL7551 SCHOOL 2 RM 3                         7.300 METERS 23907     |
 LG1060| LG1058 SCHOOL                               45.015 METERS 28113     |
 LG1060| CL7552 SCHOOL 2 RM 4                        10.104 METERS 30931     |
 LG1060| CL7550 SCHOOL 2 AZ MK RESET                               3500935.9 |
 LG1060| CL7547 SCHOOL AZ MK                                       3585727.3 |
 LG1060|---------------------------------------------------------------------|
 LG1060
 LG1060                          SUPERSEDED SURVEY CONTROL
 LG1060
 LG1060  NAD 83(1986)-  40 02 41.84673(N)    096 39 06.73646(W) AD(       ) 3
 LG1060  NAD 27      -  40 02 41.83800(N)    096 39 05.65900(W) AD(       ) 3
 LG1060
 LG1060.Superseded values are not recommended for survey control.
 LG1060
 LG1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1060.See file dsdata.pdf to determine how the superseded data were derived.
 LG1060
 LG1060_MARKER: DS = TRIANGULATION STATION DISK
 LG1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1060_STAMPING: SCHOOL 2 1958
 LG1060_MARK LOGO: CGS
 LG1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1060+STABILITY: SURFACE MOTION
 LG1060
 LG1060  HISTORY     - Date     Condition        Report By
 LG1060  HISTORY     - 1958     MONUMENTED       CGS
 LG1060
 LG1060                          STATION DESCRIPTION
 LG1060
 LG1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1060'STATION IS LOCATED ABOUT 6 MILES SOUTH OF WYMORE AND 4 MILES
 LG1060'WEST OF BARNESTON AT THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1060'HIGHWAY 3 S, 0.7 MILE SOUTH OF BLUE VALLEY SCHOOL, IN THE
 LG1060'NORTHEAST ANGLE OF THE JUNCTION, 94 FEET EAST OF THE CENTER OF
 LG1060'U.S. HIGHWAY 77, AND 66 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LG1060'3 S.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED SCHOOL 2
 LG1060'1958.
 LG1060'
 LG1060'REFERENCE MARK NO. 3 IS 73 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 LG1060'77 AND 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3 S.  THE
 LG1060'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG1060'STAMPED SCHOOL 2 NO 3 1958.
 LG1060'
 LG1060'REFERENCE MARK NO. 4 IS 88 FEET NORTH OF THE CENTER OF STATE
 LG1060'HIGHWAY 3 S AND 68 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77.
 LG1060'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG1060'IS STAMPED SCHOOL 2 NO 4 1958.
 LG1060'
 LG1060'AZIMUTH MARK (1947) IS 0.5 MILE NORTH OF THE STATION, 50 FEET
 LG1060'EAST OF THE CENTER OF NEW U.S. HIGHWAY 77, AND 3 FEET SOUTH OF
 LG1060'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG1060'STAMPED SCHOOL 1947.
 LG1060'
 LG1060'AZIMUTH MARK (RESET) IS 0.3 MILE NORTH OF THE STATION IN THE
 LG1060'FARMYARD OF L.L. JONES, 56 FEET EAST-SOUTHEAST OF THE NORTHEAST
 LG1060'CORNER OF BARN, 4 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH
 LG1060'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG1060'SCHOOL 2 RESET 1958.
 LG1060'
 LG1060'TO REACH THE STATION FROM THE POST OFFICE IN WYMORE, GO WEST FOR
 LG1060'0.45 MILE TO U.S. HIGHWAY 77.  TURN LEFT AND GO SOUTH FOR 6.0
 LG1060'MILES TO THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 3 S
 LG1060'AND THE STATION AS DESCRIBED.
 LG1060'
 LG1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0651 ***********************************************************************
 NN0651  DESIGNATION -  SCHOOLHSE BELFRY W OF ORCHARD
 NN0651  PID         -  NN0651
 NN0651  STATE/COUNTY-  NE/ANTELOPE
 NN0651  COUNTRY     -  US
 NN0651  USGS QUAD   -  EWING (2017)
 NN0651
 NN0651                         *CURRENT SURVEY CONTROL
 NN0651  ______________________________________________________________________
 NN0651* NAD 83(1995) POSITION- 42 20 08.15446(N) 098 17 05.32939(W)   ADJUSTED
 NN0651  ______________________________________________________________________
 NN0651  GEOID HEIGHT    -        -24.829 (meters)                     GEOID18
 NN0651  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 NN0651  HORZ ORDER      -  THIRD
 NN0651
 NN0651.The horizontal coordinates were established by classical geodetic methods
 NN0651.and adjusted by the National Geodetic Survey in August 1997.
 NN0651
 NN0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0651.GEOID18 height accuracy estimate available here.
 NN0651
 NN0651.Click photographs - Photos may exist for this station.
 NN0651
 NN0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0651
 NN0651. The following values were computed from the NAD 83(1995) position.
 NN0651
 NN0651;                    North         East     Units Scale Factor Converg.
 NN0651;SPC NE       -   279,226.666   641,312.670   MT  0.99976349   +1 08 11.9
 NN0651;SPC NE       -   916,096.15  2,104,039.98   sFT  0.99976349   +1 08 11.9
 NN0651;UTM  14      - 4,687,286.085   558,917.935   MT  0.99964271   +0 28 54.0
 NN0651
 NN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5891787286(NAD 83)
 NN0651
 NN0651                          SUPERSEDED SURVEY CONTROL
 NN0651
 NN0651  NAD 83(1986)-  42 20 08.15953(N)    098 17 05.33222(W) AD(       ) 3
 NN0651  NAD 27      -  42 20 08.14200(N)    098 17 04.05700(W) AD(       ) 3
 NN0651  USSD        -  42 20 08.27700(N)    098 17 04.27400(W) AD(       ) 3
 NN0651
 NN0651.Superseded values are not recommended for survey control.
 NN0651
 NN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0651.See file dsdata.pdf to determine how the superseded data were derived.
 NN0651
 NN0651_MARKER: 75 = BELFRY
 NN0651
 NN0651  HISTORY     - Date     Condition        Report By
 NN0651  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0651  HISTORY     - 1935     GOOD             CGS
 NN0651
 NN0651                          STATION DESCRIPTION
 NN0651
 NN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0651'APPARENTLY, THE POINT SHOWN ON THE MAP AND DESCRIBED THEREON
 NN0651'AS SCHOOLHOUSE BELFRY, 3 MI. W. OF ORCHARD IS ACTUALLY THE
 NN0651'ONE WHICH IS LOCATED AT THE SOUTHEAST CORNER OF SECTION 6,
 NN0651'T.27 N., R 8 W. 2 MILES WEST OF ORCHARD.  ACCORDING TO MR.
 NN0651'HOWARD, PRESIDENT OF THE BOARD DISTRICT 90, THIS IS THE
 NN0651'ONLY SCHOOLHOUSE THERE HAS EVER BEEN IN THE VICINITY AND IS
 NN0651'THE ORIGINAL ONE.  THE BELFRY IS STILL STANDING AS IN 1900.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1412 ***********************************************************************
 LF1412  DESIGNATION -  SCHUMACHER
 LF1412  PID         -  LF1412
 LF1412  STATE/COUNTY-  NE/OTOE
 LF1412  COUNTRY     -  US
 LF1412  USGS QUAD   -  PAUL (2017)
 LF1412
 LF1412                         *CURRENT SURVEY CONTROL
 LF1412  ______________________________________________________________________
 LF1412* NAD 83(1995) POSITION- 40 36 52.22081(N) 095 58 00.02031(W)   ADJUSTED
 LF1412* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 LF1412  ______________________________________________________________________
 LF1412  GEOID HEIGHT    -        -28.855 (meters)                     GEOID18
 LF1412  LAPLACE CORR    -         -8.60  (seconds)                    DEFLEC18
 LF1412  HORZ ORDER      -  FIRST
 LF1412
 LF1412.The horizontal coordinates were established by classical geodetic methods
 LF1412.and adjusted by the National Geodetic Survey in August 1997.
 LF1412
 LF1412.The orthometric height was scaled from a topographic map.
 LF1412
 LF1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1412.GEOID18 height accuracy estimate available here.
 LF1412
 LF1412.Click photographs - Photos may exist for this station.
 LF1412
 LF1412.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1412
 LF1412. The following values were computed from the NAD 83(1995) position.
 LF1412
 LF1412;                    North         East     Units Scale Factor Converg.
 LF1412;SPC NE       -    94,691.112   841,114.837   MT  0.99977857   +2 40 22.3
 LF1412;SPC NE       -   310,665.76  2,759,557.59   sFT  0.99977857   +2 40 22.3
 LF1412;UTM  15      - 4,500,196.561   249,033.015   MT  1.00037534   -1 55 56.0
 LF1412;UTM  14      - 4,500,388.960   756,606.530   MT  1.00041058   +1 58 32.4
 LF1412
 LF1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1412!SPC NE       -   0.99994396  x   0.99977857  =   0.99972254
 LF1412!UTM  15      -   0.99994396  x   1.00037534  =   1.00031928
 LF1412!UTM  14      -   0.99994396  x   1.00041058  =   1.00035452
 LF1412
 LF1412:                Primary Azimuth Mark                     Grid Az
 LF1412:SPC NE       -  PAUL ST JOSEPHS CATH CH SPIRE            141 46 51.9
 LF1412:UTM  15      -  PAUL ST JOSEPHS CATH CH SPIRE            146 23 10.2
 LF1412:UTM  14      -  PAUL ST JOSEPHS CATH CH SPIRE            142 28 41.8
 LF1412
 LF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4903300196(NAD 83)
 LF1412
 LF1412|---------------------------------------------------------------------|
 LF1412| PID    Reference Object                     Distance      Geod. Az  |
 LF1412|                                                           dddmmss.s |
 LF1412| LF1407 NEBRASKA CITY WILSON PACK STK       APPROX. 9.8 KM 0544113.8 |
 LF1412| LF1404 NEBRASKA CITY WILSON PACK TANK      APPROX. 9.9 KM 0544332.9 |
 LF1412| CL7560 SCHUMACHER RM 1                      47.731 METERS 10025     |
 LF1412| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX. 4.6 KM 1442714.2 |
 LF1412| CL7564 SCHUMACHER RM 3                     245.087 METERS 18148     |
 LF1412| CL7562 SCHUMACHER RM 2                     443.280 METERS 1882650.9 |
 LF1412| CL7561 SCHUMACHER RM 1A                    APPROX. 0.6 KM 2282408.5 |
 LF1412| CL7565 SCHUMACHER RM 4                     223.812 METERS 26838     |
 LF1412| CL7566 SCHUMACHER RM 5                                    26906     |
 LF1412| CL7563 SCHUMACHER RM 2A                    APPROX. 0.7 KM 3130417.2 |
 LF1412| CL7559 SCHUMACHER AZ MK                                   3354633.7 |
 LF1412|---------------------------------------------------------------------|
 LF1412
 LF1412                          SUPERSEDED SURVEY CONTROL
 LF1412
 LF1412  NAD 83(1986)-  40 36 52.22737(N)    095 58 00.01655(W) AD(       ) 1
 LF1412  NAD 27      -  40 36 52.23700(N)    095 57 58.99100(W) AD(       ) 1
 LF1412
 LF1412.Superseded values are not recommended for survey control.
 LF1412
 LF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1412.See file dsdata.pdf to determine how the superseded data were derived.
 LF1412
 LF1412_MARKER: DS = TRIANGULATION STATION DISK
 LF1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1412_STAMPING: SCHUMACHER 1934
 LF1412_MARK LOGO: CGS
 LF1412_PROJECTION: RECESSED 46 CENTIMETERS
 LF1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1412+STABILITY: SURFACE MOTION
 LF1412
 LF1412  HISTORY     - Date     Condition        Report By
 LF1412  HISTORY     - 1934     MONUMENTED       CGS
 LF1412  HISTORY     - 1947     GOOD             CGS
 LF1412  HISTORY     - 1953     GOOD             CGS
 LF1412  HISTORY     - 1970     GOOD             NGS
 LF1412  HISTORY     - 1975     GOOD             LOCENG
 LF1412
 LF1412                          STATION DESCRIPTION
 LF1412
 LF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1412'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 5-1/2 MILES WEST OF
 LF1412'NEBRASKA CITY, 3-3/4 MILES WEST AND 1-1/4 MILES NORTH OF PAUL, IN
 LF1412'SOUTHWEST QUARTER OF SEC. 33, T. 8 N., R. 13 E. ON CULTIVATED
 LF1412'KNOLL ON QUARTER-SECTION LINE WHICH SEPARATES A FIELD TO THE
 LF1412'SOUTH AND NORTH.  SURFACE AND UNDERGROUND MARKS ARE SET AS
 LF1412'DESCRIBED.
 LF1412'
 LF1412'REACHED FROM PAUL (A SMALL TOWN 5-1/2 MILES SOUTH AND 2 MILES
 LF1412'WEST OF NEBRASKA CITY) BY GOING WEST FROM THE POST OFFICE 2.0
 LF1412'MILES, TURN RIGHT (NORTH) AND GO 1.0 MILE, THEN LEFT (WEST)
 LF1412'1.8 MILES TO LANE LEADING TO WHITE HOUSE WITH RED BARN, TURN
 LF1412'RIGHT (NORTH) INTO LANE, GO 0.15 MILE TO HOUSE, PASS THROUGH
 LF1412'GATE AT SOUTHWEST CORNER OF RED BARN, GO NORTH 0.2 MILE TO GATE,
 LF1412'TURN RIGHT (EAST) AND GO 0.1 MILE TO HIGHEST POINT ON HILL AND
 LF1412'STATION.  LAND OWNED AND OCCUPIED BY H. SCHUMACHER.
 LF1412'
 LF1412'STATION IS ON QUARTER-SECTION LINE (WHICH WAS EVIDENTLY ONCE
 LF1412'A FENCE LINE) THAT SEPARATES TWO FIELDS.  MARK IS APPROXAMETLY
 LF1412'18 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 1 IS 47.731 METERS (156.60 FEET)
 LF1412'EAST-SOUTHEAST OF STATION, 30 FEET SOUTH OF QUARTER-SECTION
 LF1412'LINE AND SET APPROXIMATELY 12 INCHES BELOW SURFACE OF GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 2 IS 44.328 METERS (145.43 FEET)
 LF1412'SOUTH OF STATION AND SET APPROXIMATELY 12 INCHES BELOW THE
 LF1412'SURFACE OF THE GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 1A IS 2099.03 FEET SOUTHWEST OF
 LF1412'STATION, 244 FEET NORTH OF CENTERLINE OF EAST-AND-WEST ROAD, 30
 LF1412'FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD AND PROJECTS
 LF1412'APPROXIMATELY 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 2A IS 2197.56 FEET NORTHWEST OF
 LF1412'STATION, 225 FEET NORTHEAST OF NORTHEAST CORNER OF LARGE WHITE
 LF1412'FARMHOUSE, 27 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD,
 LF1412'2.5 FEET WEST OF NORTH-AND-SOUTH WIRE FENCE AND PROJECTS ABOUT
 LF1412'5 INCHES ABOVE GROUND.
 LF1412'
 LF1412'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE
 LF1412'NORTH-NORTHWEST OF STATION.  TO REACH FROM STATION, GO ABOUT 0.3
 LF1412'MILE SOUTHWEST OF EAST-AND-WEST ROAD JUST SOUTH OF MR. SCHUMACHERS
 LF1412'HOUSE.  TURN RIGHT (WEST) GO 0.1 MILE, THENCE RIGHT (NORTH) 1.0
 LF1412'MILE TO CROSS ROAD AND MARK ON LEFT.  MARK IS 83 FEET NORTH OF
 LF1412'CENTERLINE OF EAST-AND-WEST ROAD, 27 FEET WEST OF CENTERLINE OF
 LF1412'ROAD LEADING TO MARK AND PROJECTS ABOUT 8 INCHES ABOVE THE
 LF1412'GROUND.
 LF1412'
 LF1412'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1412
 LF1412                          STATION RECOVERY (1947)
 LF1412
 LF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LF1412'LETTERS OF MR. A. SCHUMACHER, NEBRASKA CITY, NEBRASKA DATED
 LF1412'NOVEMBER 25, 1935 AND OCTOBER, 1947-
 LF1412'
 LF1412'REFERENCE MARK NO. 1 WAS REMOVED DUE TO FARMING OPERATIONS.
 LF1412'
 LF1412'REFERENCE MARK DISK STAMPED SCHUMACHER NO 1A 134 RECEIVED
 LF1412'AT THIS OFFICE 10/17/47.
 LF1412
 LF1412                          STATION RECOVERY (1953)
 LF1412
 LF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LF1412'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION EXCEPT
 LF1412'REFERENCE MARK NO. 2A WHICH HAD BEEN HIT BY ROAD MACHINERY.
 LF1412'THIS MARK WAS DESTROYED.  UNDERGROUND REFERENCE MARKS NO. 1 AND
 LF1412'NO. 2 WERE REMOVED FROM A CULTIVATED FIELD AT THE REQUEST OF
 LF1412'MR. ALVIN SCHUMACHER UPON WHOSE PROPERTY THE STATION IS LOCATED.
 LF1412'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 LF1412'DESCRIPTION FOLLOWS.
 LF1412'
 LF1412'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF NEBRASKA CITY
 LF1412'AND 4 MILES WEST-NORTHWEST OF THE SMALL TOWN OF PAUL IN THE
 LF1412'SW 1/4 OF SEC. 33, T. 8 N., R. 13 E. ON A CULTIVATED KNOLL ON
 LF1412'LAND OWNED AND OCCUPIED BY MR. ALVIN SCHUMACHER, ABOUT 400 YARDS
 LF1412'NORTHEAST OF HIS FARM BUILDINGS, 735 FEET EAST OF FENCE CORNER
 LF1412'WHERE A LANE OPENS INTO PASTURE, AND 638 FEET NORTH OF THE
 LF1412'NORTHEAST CORNER OF HOG PASTURE.  THE MARK IS 14 INCHES BELOW
 LF1412'THE SURFACE OF CULTIVATED FIELD AND THE DISK IS STAMPED
 LF1412'SCHUMACHER 1934.
 LF1412'
 LF1412'REFERENCE MARK NO. 3 IS 804.09 FEET SOUTH OF THE STATION, 168
 LF1412'FEET SOUTH OF THE NORTHEAST CORNER OF HOG PASTURE, 122 FEET NORTH
 LF1412'OF THE SOUTHEAST CORNER OF HOG PASTURE, AND 1 FOOT EAST OF FENCE.
 LF1412'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SCHAUMACHER
 LF1412'NO 3 1934.
 LF1412'
 LF1412'REFERENCE MARK NO. 4 IS 734.29 FEET WEST OF THE STATION, ABOUT
 LF1412'300 YARDS NORTH OF BARN, 3 FEET SOUTH OF FENCE CORNER WHERE LANE
 LF1412'OPENS INTO PASTURE, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 LF1412'6 INCHES AND THE DISK IS STAMPED SCHUMACHER NO 4 1934.
 LF1412'
 LF1412'THE AZIMUTH MARK IS 0.7 MILE NORTH-NORTHWEST OF THE STATION,
 LF1412'83 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 27 FEET
 LF1412'WEST OF THE CENTER OF A NORTH-SOUTH ROAD.  THE MARK PROJECTS 6
 LF1412'INCHES AND THE DISK IS STAMPED SCHUMACHER 1934.  AZIMUTH MARK
 LF1412'WAS NOT VISIBLE FROM THE GROUND AT THE STATION BECAUSE OF A
 LF1412'HEDGEROW NEAR THE AZIMUTH MARK.
 LF1412'
 LF1412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND
 LF1412'75 AND STATE HIGHWAY 2 IN NEBRASKA CITY, GO WEST ON STATE HIGHWAY
 LF1412'2 FOR 6.3 MILES TO A SCHOOL ON THE LEFT AND CROSSROADS.  TURN LEFT
 LF1412'AND GO SOUTH FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LF1412'CONTINUE SOUTH FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO EAST
 LF1412'FOR 0.15 MILE TO A FARM LANE ON THE LEFT, TURN LEFT INTO FARM
 LF1412'LANE AND GO NORTH FOR 0.1 MILE TO MR. SCHUMACHERS HOUSE.  BEAR
 LF1412'RIGHT PASS THE SOUTHSIDE OF GRANARY AND GO EAST ALONG HOG PASTURE
 LF1412'FENCE FOR 0.15 MILE TO SOUTHEAST CORNER OF HOG PASTURE.  THE
 LF1412'STATION IS ABOUT 300 YARDS NORTH ACROSS A CULTIVATED FIELD
 LF1412'FROM THIS POINT AND MAY BE DRIVEN BY AUTOMOBILE WHEN THERE IS
 LF1412'NOT A GROWING CROP.
 LF1412'
 LF1412'OBSERVATIONS MADE IN 1953 AT STATION SCHUMACHER-
 LF1412'
 LF1412'THE DISTANCE FROM THE REFERENCE MARKS WAS MEASURED TO THE
 LF1412'STATION WITH A 300-FOOT TAPE AND IS A SLOPE MEASUREMENT.
 LF1412'
 LF1412'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 LF1412
 LF1412                          STATION RECOVERY (1970)
 LF1412
 LF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LF1412'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK
 LF1412'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND WERE FOUND IN GOOD
 LF1412'CONDITION.  A SMALL AMOUNT OF CLEARING IS REQUIRED AT A HEDGE ROW
 LF1412'NEAR THE AZIMUTH MARK SITE TO MAKE VISIBLE FROM THE STATION.
 LF1412'REFERENCE MARK NO. 4 WAS FOUND DISPLACED AND WAS RESET IN A
 LF1412'FENCE LINE AT THE REQUEST OF THE PROPERTY OWNER.  THE DISTANCE
 LF1412'TO REFERENCE MARK NO. 3 FAILED TO CHECK BY 1.0 FEET AND THE
 LF1412'DIRECTION MISSED BY 22 SECONDS.  THE OLD INTERSECTION STATIONS
 LF1412'IN DUNBAR AND OTOE ARE STILL IN PLACE BUT DUE TO WEATHER THEY
 LF1412'WERE NOT VISIBLE AT TIME OF THE OBSERVATION.  THE DISTANCE
 LF1412'TO THE REFERENCE MARKS ARE DIFFICULT TO MEASURE DUE TO
 LF1412'TERRACES AND THE DISTANCE.  THE OLD DESCRIPTION WAS FOUND
 LF1412'ADEQUATE FOR RECOVERY.
 LF1412'
 LF1412'REFERENCE MARK NO. 5 WAS SET.
 LF1412'
 LF1412'FOLLOWING IS A DESCRIPTION FOR THE NEW MARK.
 LF1412'
 LF1412'REFERNCE MARK NO. 5, A STANDARD DISK STAMPED SCHUMACHER 1934
 LF1412'NO. 5 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LF1412'PROJECTS 3 INCHES.  IT IS 11 FEET SOUTH OF A CORNER FENCE POST,
 LF1412'3 FEET SOUTH-SOUTHEAST OF A FENCE POST WITH A METAL WITNESS SIGN
 LF1412'ATTACHED, AND 1.5 FEET EAST OF A FENCE.
 LF1412'
 LF1412'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LF1412'
 LF1412'OBSERVATION MADE AT SCHUMACHER REFERENCE MARK NO. 3
 LF1412'
 LF1412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 7 MILES
 LF1412'SW OF NEBRASKA CITY.
 LF1412
 LF1412                          STATION RECOVERY (1975)
 LF1412
 LF1412'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LF1412'SCHUMACHER RECOVERED GOOD BURIED IN FIELD ONLY 10-12 INCHES.
 LF1412'
 LF1412'RM. 5 RECOVERED GOOD.
 LF1412'
 LF1412'RM. 3 RECOVERED GOOD HAS W.P.
 LF1412'
 LF1412'WITH PERMISSION OF LANDOWNER AND NO CROP IN THE GROUND.
 LF1412'
 LF1412'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI SW OF NEBR CITY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1858 ***********************************************************************
 MK1858  DESIGNATION -  SCHUYLER CITY LT AND PWR STK
 MK1858  PID         -  MK1858
 MK1858  STATE/COUNTY-  NE/COLFAX
 MK1858  COUNTRY     -  US
 MK1858  USGS QUAD   -  SCHUYLER (2017)
 MK1858
 MK1858                         *CURRENT SURVEY CONTROL
 MK1858  ______________________________________________________________________
 MK1858* NAD 83(1995) POSITION- 41 27 00.45402(N) 097 03 28.47852(W)   ADJUSTED
 MK1858  ______________________________________________________________________
 MK1858  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 MK1858  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 MK1858  HORZ ORDER      -  THIRD
 MK1858
 MK1858.The horizontal coordinates were established by classical geodetic methods
 MK1858.and adjusted by the National Geodetic Survey in August 1997.
 MK1858
 MK1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1858.GEOID18 height accuracy estimate available here.
 MK1858
 MK1858.Click photographs - Photos may exist for this station.
 MK1858
 MK1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1858
 MK1858. The following values were computed from the NAD 83(1995) position.
 MK1858
 MK1858;                    North         East     Units Scale Factor Converg.
 MK1858;SPC NE       -   183,685.829   745,710.318   MT  0.99965907   +1 56 59.0
 MK1858;SPC NE       -   602,642.59  2,446,551.27   sFT  0.99965907   +1 56 59.0
 MK1858;UTM  14      - 4,590,547.610   662,220.352   MT  0.99992386   +1 17 09.2
 MK1858
 MK1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6222090547(NAD 83)
 MK1858
 MK1858                          SUPERSEDED SURVEY CONTROL
 MK1858
 MK1858  NAD 83(1986)-  41 27 00.46302(N)    097 03 28.48286(W) AD(       ) 3
 MK1858  NAD 27      -  41 27 00.42500(N)    097 03 27.33300(W) AD(       ) 3
 MK1858
 MK1858.Superseded values are not recommended for survey control.
 MK1858
 MK1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1858.See file dsdata.pdf to determine how the superseded data were derived.
 MK1858
 MK1858_MARKER: 63 = STACK
 MK1858
 MK1858  HISTORY     - Date     Condition        Report By
 MK1858  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1858
 MK1858                          STATION DESCRIPTION
 MK1858
 MK1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1858'POINT OBSERVED UPON IS THE CENTER OF THE 125-FOOT WHITE CONCRETE
 MK1858'STACK OF THE CITY LIGHT AND WATER PLANT LOCATED IN THE NORTH
 MK1858'CENTRAL PORTIN OF SCHUYLER, JUST EAST OF THE MUNICIPAL STANDPIPE.
 MK1858'ERECTED IN 1934.
 MK1858'
 MK1858'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, AND COLUMBUS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1841 ***********************************************************************
 MK1841  DESIGNATION -  SCHUYLER PKNG CO MAST KGX572
 MK1841  PID         -  MK1841
 MK1841  STATE/COUNTY-  NE/COLFAX
 MK1841  COUNTRY     -  US
 MK1841  USGS QUAD   -  CLARKSON SE (2017)
 MK1841
 MK1841                         *CURRENT SURVEY CONTROL
 MK1841  ______________________________________________________________________
 MK1841* NAD 83(1995) POSITION- 41 30 34.62300(N) 097 03 28.61098(W)   ADJUSTED
 MK1841  ______________________________________________________________________
 MK1841  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 MK1841  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 MK1841  HORZ ORDER      -  THIRD
 MK1841
 MK1841.The horizontal coordinates were established by classical geodetic methods
 MK1841.and adjusted by the National Geodetic Survey in August 1997.
 MK1841
 MK1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1841.GEOID18 height accuracy estimate available here.
 MK1841
 MK1841.Click photographs - Photos may exist for this station.
 MK1841
 MK1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1841
 MK1841. The following values were computed from the NAD 83(1995) position.
 MK1841
 MK1841;                    North         East     Units Scale Factor Converg.
 MK1841;SPC NE       -   190,286.949   745,482.530   MT  0.99965860   +1 56 58.9
 MK1841;SPC NE       -   624,299.77  2,445,803.93   sFT  0.99965860   +1 56 58.9
 MK1841;UTM  14      - 4,597,152.673   662,068.931   MT  0.99992325   +1 17 14.5
 MK1841
 MK1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6206897152(NAD 83)
 MK1841
 MK1841                          SUPERSEDED SURVEY CONTROL
 MK1841
 MK1841  NAD 83(1986)-  41 30 34.63065(N)    097 03 28.61380(W) AD(       ) 3
 MK1841  NAD 27      -  41 30 34.60222(N)    097 03 27.49366(W) AD(       ) 3
 MK1841
 MK1841.Superseded values are not recommended for survey control.
 MK1841
 MK1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1841.See file dsdata.pdf to determine how the superseded data were derived.
 MK1841
 MK1841_MARKER: 42 = RADIO/TV MAST
 MK1841
 MK1841  HISTORY     - Date     Condition        Report By
 MK1841  HISTORY     - 1968     FIRST OBSERVED   CGS
 MK1841
 MK1841                          STATION DESCRIPTION
 MK1841
 MK1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1841'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE SCHUYLER,
 MK1841'SCHUYLER PACKING COMPANY RADIO MAST AND IS LOCATED ABOUT 5 MILES
 MK1841'NORTH OF THE CITY OF SCHUYLER AND 0.3 MILE EAST OF STATE HIGHWAY
 MK1841'15.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 MK1841'BANDS OF RED AND WHITE, AND 440 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1839 ***********************************************************************
 MK1839  DESIGNATION -  SCHUYLER RESET
 MK1839  PID         -  MK1839
 MK1839  STATE/COUNTY-  NE/COLFAX
 MK1839  COUNTRY     -  US
 MK1839  USGS QUAD   -  CLARKSON SE (2017)
 MK1839
 MK1839                         *CURRENT SURVEY CONTROL
 MK1839  ______________________________________________________________________
 MK1839* NAD 83(1995) POSITION- 41 31 16.73899(N) 097 06 25.65820(W)   ADJUSTED
 MK1839* NAVD 88 ORTHO HEIGHT -   492.    (meters)     1614.    (feet) SCALED
 MK1839  ______________________________________________________________________
 MK1839  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 MK1839  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 MK1839  HORZ ORDER      -  FIRST
 MK1839
 MK1839.The horizontal coordinates were established by classical geodetic methods
 MK1839.and adjusted by the National Geodetic Survey in August 1997.
 MK1839
 MK1839.The orthometric height was scaled from a topographic map.
 MK1839
 MK1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1839.GEOID18 height accuracy estimate available here.
 MK1839
 MK1839.Click photographs - Photos may exist for this station.
 MK1839
 MK1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1839
 MK1839. The following values were computed from the NAD 83(1995) position.
 MK1839
 MK1839;                    North         East     Units Scale Factor Converg.
 MK1839;SPC NE       -   191,446.632   741,337.100   MT  0.99965863   +1 55 01.6
 MK1839;SPC NE       -   628,104.49  2,432,203.47   sFT  0.99965863   +1 55 01.6
 MK1839;UTM  14      - 4,598,360.498   657,936.121   MT  0.99990697   +1 15 18.1
 MK1839
 MK1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1839!SPC NE       -   0.99992682  x   0.99965863  =   0.99958548
 MK1839!UTM  14      -   0.99992682  x   0.99990697  =   0.99983380
 MK1839
 MK1839:                Primary Azimuth Mark                     Grid Az
 MK1839:SPC NE       -  SCHUYLER RM 1 AZIMUTH                    102 40 49.8
 MK1839:UTM  14      -  SCHUYLER RM 1 AZIMUTH                    103 20 33.3
 MK1839
 MK1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5793698360(NAD 83)
 MK1839
 MK1839|---------------------------------------------------------------------|
 MK1839| PID    Reference Object                     Distance      Geod. Az  |
 MK1839|                                                           dddmmss.s |
 MK1839| CN9743 SCHUYLER RM 1 AZIMUTH                              1043551.4 |
 MK1839| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX. 4.3 KM 1073245.8 |
 MK1839| MK2111 ROGERS MUNICIPAL TANK               APPROX.17.2 KM 1115007.9 |
 MK1839| MK1859 SCHUYLER STANDPIPE                  APPROX. 8.9 KM 1524233.0 |
 MK1839| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX. 8.9 KM 1543833.7 |
 MK1839| CN9744 SCHUYLER RM 2                       100.654 METERS 21657     |
 MK1839| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.23.7 KM 2435040.5 |
 MK1839| CN9745 SCHUYLER RM 3                        62.606 METERS 25954     |
 MK1839| CO1972 WILSON CATHOLIC CHURCH                             3252749.8 |
 MK1839|---------------------------------------------------------------------|
 MK1839
 MK1839                          SUPERSEDED SURVEY CONTROL
 MK1839
 MK1839  NAD 83(1986)-  41 31 16.74751(N)    097 06 25.65922(W) AD(       ) 1
 MK1839  NAD 27      -  41 31 16.72000(N)    097 06 24.54200(W) AD(       ) 1
 MK1839
 MK1839.Superseded values are not recommended for survey control.
 MK1839
 MK1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1839.See file dsdata.pdf to determine how the superseded data were derived.
 MK1839
 MK1839_MARKER: DS = TRIANGULATION STATION DISK
 MK1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1839_STAMPING: SCHUYLER 1930 1968
 MK1839_MARK LOGO: CGS
 MK1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1839+STABILITY: SURFACE MOTION
 MK1839
 MK1839  HISTORY     - Date     Condition        Report By
 MK1839  HISTORY     - 1930     MONUMENTED       CGS
 MK1839  HISTORY     - 1935     GOOD             NEGS
 MK1839  HISTORY     - 1968     GOOD             CGS
 MK1839
 MK1839                          STATION DESCRIPTION
 MK1839
 MK1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1839'STATION IS ABOUT 5-1/4 MILES N AND 2-1/2 MILES W OF SCHUYLER
 MK1839'IN THE NE 1/4 OF SEC. 20, T 18 N, R 3 E, ON LAND OWNED BY
 MK1839'JAMES HAWE AND OCCUPIED BY HAROLD MALLOY.  THE STATION IS ON
 MK1839'THE HIGHEST POINT OF THE HILL ABOUT 500 FEET N OF MR. MALLOYS
 MK1839'HOUSE WHICH STANDS IN A PROMINENT GROVE OF TREES.  THE
 MK1839'MARK IS APPROXIMATELY 1000 FEET S OF THE SECTION-LINE ROAD
 MK1839'AND 212 FEET E OF THE LANE TO MR. MALLOYS HOUSE, AND 285 FEET
 MK1839'N OF A 1/4-SECTION-FENCE LINE ABOUT 200 FEET N OF THE HOUSE.
 MK1839'
 MK1839'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1839'DISKS SET IN CONCRETE.
 MK1839'THE SURFACE MARK IS 12 INCHES BELOW THE SURFACE.
 MK1839'
 MK1839'REFERENCE MARK NO. 1, AN AZIMUTH MARK, IS IN THE SAME 1/4
 MK1839'SECTION AS THE STATION AND IS LOCATED IN A FENCE CORNER ABOUT
 MK1839'200 FEET N OF THE HOUSE AND 1100 FEET E.  IT IS 1300 FEET
 MK1839'S OF THE SECTION-LINE ROAD, AND 1300 FEET E OF THE LANE TO THE
 MK1839'HOUSE.  THE DISTANCE TO THE STATION IS APPROXIMATELY 1148 FEET.
 MK1839'REFERENCE MARK NO. 2 IS IN THE EXTREME SW CORNER OF THE ABOVE
 MK1839'1/4 SECTION AND IS 14 FEET E OF THE LANE AND 23 FEET N OF THE
 MK1839'FENCE LINE ABOUT 200 FEET N OF THE HOUSE.  THE DISTANCE TO THE
 MK1839'STATION IS 329.88 FEET.
 MK1839'
 MK1839'HEIGHT OF SIGNAL ABOVE STATION MARK - 20 METERS.
 MK1839
 MK1839                          STATION RECOVERY (1935)
 MK1839
 MK1839'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1839'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 MK1839'
 MK1839'THE FOLLOWING CORRECTIONS NEED TO BE MADE IN THE ORIGINAL
 MK1839'DESCRIPTION--(1) INSTEAD OF ABOUT 100 FEET S OF SECTION-LINE
 MK1839'ROAD, IT SHOULD READ - ABOUT 1/4 MILE S OF SECTION-LINE ROAD.
 MK1839'(2) INSTEAD OF QUARTER-SECTION FENCE LINE WHICH IS ABOUT 200
 MK1839'FEET N OF THE HOUSE, SUBSTITUTE - A FENCE LINE WHICH IS ABOUT
 MK1839'200 FEET OF THE HOUSE (THIS FENCE IS NOT EXACTLY ON THE
 MK1839'QUARTER-SECTION OR, RATHER, 40-ACRE LINE).  (3) INSTEAD OF 212
 MK1839'FEET E OF LANE, IT SHOULD READ - 201 FEET E OF LANE.  THE STATION
 MK1839'MARK AND BOTH REFERENCE MARKS ARE ALL IN THE SW 1/4 NE 1/4 OF
 MK1839'SECTION 20.
 MK1839'
 MK1839'REFERENCE MARKS WERE FOUND TO BE AS DESCRIBED.  THEY PROJECT
 MK1839'ABOUT 3 INCHES ABOVE GROUND.
 MK1839'
 MK1839'AZIMUTH MARKS ARE VISIBLE FROM THE GROUND AT THE STATION.
 MK1839
 MK1839                          STATION RECOVERY (1968)
 MK1839
 MK1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK1839'THE STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK), AND
 MK1839'REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MK1839'AT THE REQUEST OF THE PROPERTY OWNER THE STATION MARKS WERE
 MK1839'LOWERED VERTICALLY.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 MK1839'FOUND TO BE A LONGER DISTANCE BY +0.33 FEET, BUT THE DIRECTION
 MK1839'WAS CHECKED.
 MK1839'
 MK1839'REFERENCE MARK NO. 3 WAS SET.
 MK1839'
 MK1839'FOLLOWING IS A NEW DESCRIPTION.
 MK1839'
 MK1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MK1839'AND STATE HIGHWAY 15 IN SCHUYLER, GO NORTH ON STATE HIGHWAY
 MK1839'15 FOR 4.9 MILES TO A CROSSROAD AND A SCHOOLHOUSE IN THE
 MK1839'NORTHWEST ANGLE.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 2.5
 MK1839'MILES TO A FARM LANE ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 MK1839'GRAVEL LANE FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MK1839'
 MK1839'STATION MARKS ARE STANDARD DISKS STAMPED SCHUYLER 1930 1968.
 MK1839'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 MK1839'POST WHICH IS 2 FEET BELOW THE SURFACE OF THE GROUND IT IS 289
 MK1839'FEET NORTH-NORTHEAST OF A TREE WITH A TRIANGULAR BLAZE ON THE
 MK1839'NORTH SIDE, 285 FEET NORTH OF OLD FENCE AT THE NORTH SIDE OF A
 MK1839'SHELTER BELT, 205.5 FEET EAST-NORTHEAST OF A POWERLINE POLE,
 MK1839'AND 194 FEET EAST OF THE CENTER OF FARM LANE ON THE HIGHEST
 MK1839'POINT OF A CULTIVATED FIELD.  THE UNDERGROUND MARK IS SET IN
 MK1839'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF
 MK1839'THE GROUND.
 MK1839'
 MK1839'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCHUYLER NO. 2
 MK1839'1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK1839'PROJECTS 3 INCHES.  IT IS 54 FEET NORTH OF A POWERLINE POLE,
 MK1839'27 FEET NORTH OF A PROJECTED FENCE LINE, AND 12 FEET WEST OF
 MK1839'THE CENTER OF FARM LANE.
 MK1839'
 MK1839'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SCHUYLER 1930 NO.
 MK1839'3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1839'PROJECTS 2 INCHES.  IT IS 11.5 FEET WEST OF THE CENTER OF
 MK1839'FARM LANE, 1.5 FEET SOUTH OF A POWERLINE POLE WITH TRIANGULAR
 MK1839'BLAZE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 MK1839'
 MK1839'AZIMUTH MARK, A STANDARD DISK STAMPED SCHUYLER 1930, IS SET IN
 MK1839'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MK1839'OF THE GROUND.  (REFERENCE MARK NO. 1 IN THE 1930 DESCRIPTION.)
 MK1839'
 MK1839'STATION RECOVERED AND STATION, R.M. NO. 1 AND R.M. NO. 2
 MK1839'FOUND IN GOOD CONDITION.  IT IS ON LAND OWNED BY MRS. LUCILLE
 MK1839'KIMBLE AND LEASED BY MR. BOB LAPACEK.
 MK1839'
 MK1839'TO REACH THE STATION FROM SCHUYLER, FROM THE JUNCTION OF U.S.
 MK1839'HIGHWAY 30 AND STATE HIGHWAY 15, GO NORTH ON STATE HIGHWAY 15 FOR
 MK1839'5.0 MILES TO CROSSROAD AT SCHOOL IN NORTHWEST ANGLE, TURN LEFT
 MK1839'AND GO WES FOR 2.55 MILES TO A FARM LANE ON THE LEFT, TURN LEFT
 MK1839'AND GO SOUTH FOR 0.25 MILE TO STATION ON LEFT, ABOUT 200 FEET
 MK1839'TO THE EAST.
 MK1839'
 MK1839'STATION IS ON HIGHEST POINT IN CULTIVATED FIELD, 205.0 FEET
 MK1839'EAST-NORTHEAST OF POWERLINE POLE WITH TRIANGLE BLAZE AND
 MK1839'288.8 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZED TREE AT SOUTH
 MK1839'EDGE OF FIELD.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE
 MK1839'OF THE GROUND.
 MK1839'
 MK1839'R.M. NO. 1 (AZI. MK.) IS ABOUT 0.2 MILE EAST-SOUTHEAST OF THE
 MK1839'STATION, AT THE SOUTHEAST CORNER OF CULTIVATED FIELD, 4 FEET
 MK1839'WEST AND 1 FOOT NORTH OF THE T-FENCE CORNER.  THIS MARK IS
 MK1839'FLUSH.
 MK1839'
 MK1839'R.M. NO. 2 IS 319.9 FEET SOUTHWEST OF THE STATION, 54 FEET
 MK1839'NORTH OF A POWER LINE POLE AND 12.5 FEET WEST OF THE CENTERLINE
 MK1839'OF FARM ROAD.
 MK1839'
 MK1839'NOTE--MR. LAPACEK REQUESTED THAT THE STATION MARK BE LOWERED
 MK1839'TO ASSURE THAT THE MARK WOULD NOT BE HIT BY FARM MACHINERY.
 MK1839'ONE NEW REFERENCE MARK SHOULD ALSO BE ESTABLISHED.
 MK1839'
 MK1839'AZIMTUH MARK (REFERENCE MARK NO. 1) IS 4 FEET WEST OF A
 MK1839'T-FENCE CORNER POST, 1 FOOT NORTH OF A FENCE, AND 0.5 FEET
 MK1839'NORTH OF A METAL WITNESS POST.
 MK1839'
 MK1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 285
 MK1839'FEET TO THE NORTH SIDE OF A SHELTER BELT.  TURN LEFT AND GO
 MK1839'EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO A NORTH-SOUTH
 MK1839'FENCE AND THE MARK ON THE RIGHT.
 MK1839'
 MK1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 MK1839'MILES NNW OF SCHUYLER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1860 ***********************************************************************
 MK1860  DESIGNATION -  SCHUYLER SMOKESTACK
 MK1860  PID         -  MK1860
 MK1860  STATE/COUNTY-  NE/COLFAX
 MK1860  COUNTRY     -  US
 MK1860  USGS QUAD   -  SCHUYLER (2017)
 MK1860
 MK1860                         *CURRENT SURVEY CONTROL
 MK1860  ______________________________________________________________________
 MK1860* NAD 83(1995) POSITION- 41 26 59.91666(N) 097 03 28.24361(W)   ADJUSTED
 MK1860  ______________________________________________________________________
 MK1860  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 MK1860  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 MK1860  HORZ ORDER      -  THIRD
 MK1860
 MK1860.The horizontal coordinates were established by classical geodetic methods
 MK1860.and adjusted by the National Geodetic Survey in August 1997.
 MK1860
 MK1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1860.GEOID18 height accuracy estimate available here.
 MK1860
 MK1860.Click photographs - Photos may exist for this station.
 MK1860
 MK1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1860
 MK1860. The following values were computed from the NAD 83(1995) position.
 MK1860
 MK1860;                    North         East     Units Scale Factor Converg.
 MK1860;SPC NE       -   183,669.452   745,716.330   MT  0.99965907   +1 56 59.1
 MK1860;SPC NE       -   602,588.86  2,446,570.99   sFT  0.99965907   +1 56 59.1
 MK1860;UTM  14      - 4,590,531.160   662,226.175   MT  0.99992388   +1 17 09.3
 MK1860
 MK1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6222690531(NAD 83)
 MK1860
 MK1860                          SUPERSEDED SURVEY CONTROL
 MK1860
 MK1860  NAD 83(1986)-  41 26 59.92455(N)    097 03 28.24287(W) AD(       ) 3
 MK1860  NAD 27      -  41 26 59.89000(N)    097 03 27.12000(W) AD(       ) 3
 MK1860
 MK1860.Superseded values are not recommended for survey control.
 MK1860
 MK1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1860.See file dsdata.pdf to determine how the superseded data were derived.
 MK1860
 MK1860_MARKER: 63 = STACK
 MK1860
 MK1860  HISTORY     - Date     Condition        Report By
 MK1860  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1860  HISTORY     - 1935     GOOD             NEGS
 MK1860
 MK1860                          STATION DESCRIPTION
 MK1860
 MK1860'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1935
 MK1860'STATION SAME AS IT WAS IN 1930.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1859 ***********************************************************************
 MK1859  DESIGNATION -  SCHUYLER STANDPIPE
 MK1859  PID         -  MK1859
 MK1859  STATE/COUNTY-  NE/COLFAX
 MK1859  COUNTRY     -  US
 MK1859  USGS QUAD   -  SCHUYLER (2017)
 MK1859
 MK1859                         *CURRENT SURVEY CONTROL
 MK1859  ______________________________________________________________________
 MK1859* NAD 83(1995) POSITION- 41 27 00.16986(N) 097 03 29.74127(W)   ADJUSTED
 MK1859  ______________________________________________________________________
 MK1859  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 MK1859  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 MK1859  HORZ ORDER      -  THIRD
 MK1859
 MK1859.The horizontal coordinates were established by classical geodetic methods
 MK1859.and adjusted by the National Geodetic Survey in August 1997.
 MK1859
 MK1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1859.GEOID18 height accuracy estimate available here.
 MK1859
 MK1859.Click photographs - Photos may exist for this station.
 MK1859
 MK1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1859
 MK1859. The following values were computed from the NAD 83(1995) position.
 MK1859
 MK1859;                    North         East     Units Scale Factor Converg.
 MK1859;SPC NE       -   183,676.074   745,681.333   MT  0.99965907   +1 56 58.1
 MK1859;SPC NE       -   602,610.59  2,446,456.17   sFT  0.99965907   +1 56 58.1
 MK1859;UTM  14      - 4,590,538.188   662,191.249   MT  0.99992374   +1 17 08.3
 MK1859
 MK1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6219190538(NAD 83)
 MK1859
 MK1859                          SUPERSEDED SURVEY CONTROL
 MK1859
 MK1859  NAD 83(1986)-  41 27 00.17808(N)    097 03 29.74264(W) AD(       ) 3
 MK1859  NAD 27      -  41 27 00.18900(N)    097 03 28.65100(W) AD(       ) 3
 MK1859
 MK1859.Superseded values are not recommended for survey control.
 MK1859
 MK1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1859.See file dsdata.pdf to determine how the superseded data were derived.
 MK1859
 MK1859_MARKER: 52 = STANDPIPE TANK
 MK1859
 MK1859  HISTORY     - Date     Condition        Report By
 MK1859  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1859  HISTORY     - 1935     GOOD             CGS
 MK1859  HISTORY     - 1935     GOOD             NEGS
 MK1859
 MK1859                          STATION DESCRIPTION
 MK1859
 MK1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1859'POINT OBSERVED UPON IS THE FINIAL ATOP THE 100-FOOT SILVER, STEEL
 MK1859'MUNICIPAL STANDPIPE LOCATED IN THE NORTH CENTRAL PORTION
 MK1859'OF SCHUYLER.  ERECTED IN 1891.  (ALSO LOCATED BY H.W. HEMPLE IN
 MK1859'1930).
 MK1859'
 MK1859'OBSERVED UPON FROM STATIONS LINWOOD AND RAIL.
 MK1859
 MK1859                          STATION RECOVERY (1935)
 MK1859
 MK1859'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1859'STATION SAME AS IN 1930.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1857 ***********************************************************************
 MK1857  DESIGNATION -  SCHUYLER WELL ABBOTT NIEMAN TK
 MK1857  PID         -  MK1857
 MK1857  STATE/COUNTY-  NE/COLFAX
 MK1857  COUNTRY     -  US
 MK1857  USGS QUAD   -  SCHUYLER (2017)
 MK1857
 MK1857                         *CURRENT SURVEY CONTROL
 MK1857  ______________________________________________________________________
 MK1857* NAD 83(1995) POSITION- 41 26 55.36473(N) 097 03 41.04037(W)   ADJUSTED
 MK1857  ______________________________________________________________________
 MK1857  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 MK1857  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 MK1857  HORZ ORDER      -  THIRD
 MK1857
 MK1857.The horizontal coordinates were established by classical geodetic methods
 MK1857.and adjusted by the National Geodetic Survey in August 1997.
 MK1857
 MK1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1857.GEOID18 height accuracy estimate available here.
 MK1857
 MK1857.Click photographs - Photos may exist for this station.
 MK1857
 MK1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1857
 MK1857. The following values were computed from the NAD 83(1995) position.
 MK1857
 MK1857;                    North         East     Units Scale Factor Converg.
 MK1857;SPC NE       -   183,519.054   745,424.345   MT  0.99965909   +1 56 50.6
 MK1857;SPC NE       -   602,095.43  2,445,613.04   sFT  0.99965909   +1 56 50.6
 MK1857;UTM  14      - 4,590,384.116   661,932.389   MT  0.99992271   +1 17 00.7
 MK1857
 MK1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6193290384(NAD 83)
 MK1857
 MK1857                          SUPERSEDED SURVEY CONTROL
 MK1857
 MK1857  NAD 83(1986)-  41 26 55.37344(N)    097 03 41.04204(W) AD(       ) 3
 MK1857  NAD 27      -  41 26 55.34600(N)    097 03 39.97300(W) AD(       ) 3
 MK1857
 MK1857.Superseded values are not recommended for survey control.
 MK1857
 MK1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1857.See file dsdata.pdf to determine how the superseded data were derived.
 MK1857
 MK1857_MARKER: 53 = ELEVATED TANK
 MK1857
 MK1857  HISTORY     - Date     Condition        Report By
 MK1857  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1857
 MK1857                          STATION DESCRIPTION
 MK1857
 MK1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1857'POINT OBSERVED UPON IS THE FINIAL ATOP THE 135-FOOT BLACK STEEL
 MK1857'WATER TANK OWNED BY THE WELLS-ABBOTT-NIEMAN CO., INC., AND LOCATED
 MK1857'IN THE NORTHWEST PART OF SCHUYLER, NEBR., ABOUT 100 METERS
 MK1857'SOUTHWEST OF THE FARMERS GRAIN CO., ELEVATOR AND 30 METERS SOUTH
 MK1857'OF THE UNION PACIFIC RAILROAD TRACKS.  A BUILDING NEAR THE TANK
 MK1857'HAS BEEN DESTROYED BY FIRE WITH CONSIDERABLE DAMAGE TO THE TANK.
 MK1857'
 MK1857'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, COLUMBUS, AND CURTIS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0544 ***********************************************************************
 MN0544  DESIGNATION -  SCHWARTZ
 MN0544  PID         -  MN0544
 MN0544  STATE/COUNTY-  NE/CHEYENNE
 MN0544  COUNTRY     -  US
 MN0544  USGS QUAD   -  BROWNSON (2017)
 MN0544
 MN0544                         *CURRENT SURVEY CONTROL
 MN0544  ______________________________________________________________________
 MN0544* NAD 83(1995) POSITION- 41 11 07.26842(N) 103 03 01.61667(W)   ADJUSTED
 MN0544* NAVD 88 ORTHO HEIGHT -  1312.    (meters)     4304.    (feet) SCALED
 MN0544  ______________________________________________________________________
 MN0544  GEOID HEIGHT    -        -19.727 (meters)                     GEOID18
 MN0544  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 MN0544  HORZ ORDER      -  SECOND
 MN0544
 MN0544.The horizontal coordinates were established by classical geodetic methods
 MN0544.and adjusted by the National Geodetic Survey in August 1997.
 MN0544
 MN0544.The orthometric height was scaled from a topographic map.
 MN0544
 MN0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0544.GEOID18 height accuracy estimate available here.
 MN0544
 MN0544.Click photographs - Photos may exist for this station.
 MN0544
 MN0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0544
 MN0544. The following values were computed from the NAD 83(1995) position.
 MN0544
 MN0544;                    North         East     Units Scale Factor Converg.
 MN0544;SPC NE       -   154,621.811   244,206.701   MT  0.99967415   -2 01 17.5
 MN0544;SPC NE       -   507,288.39    801,201.48   sFT  0.99967415   -2 01 17.5
 MN0544;UTM  13      - 4,561,165.386   663,504.291   MT  0.99992903   +1 17 02.6
 MN0544
 MN0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0544!SPC NE       -   0.99979740  x   0.99967415  =   0.99947162
 MN0544!UTM  13      -   0.99979740  x   0.99992903  =   0.99972644
 MN0544
 MN0544:                Primary Azimuth Mark                     Grid Az
 MN0544:SPC NE       -  SCHWARTZ AZ MK                           004 50 37.2
 MN0544:UTM  13      -  SCHWARTZ AZ MK                           001 32 17.1
 MN0544
 MN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6350461165(NAD 83)
 MN0544
 MN0544|---------------------------------------------------------------------|
 MN0544| PID    Reference Object                     Distance      Geod. Az  |
 MN0544|                                                           dddmmss.s |
 MN0544| CP8574 SCHWARTZ AZ MK                                     0024919.7 |
 MN0544| CP8575 SCHWARTZ RM 1                        27.224 METERS 06412     |
 MN0544| MN0545 BROWNSON UP RR MICROWAVE             54.172 METERS 07749     |
 MN0544| MN0485 SIDNEY NW BELL TEL CO RAD MAST      APPROX. 5.3 KM 1035630.0 |
 MN0544| MN0489 SIDNEY INTL HARVESTER RAD MAST      APPROX. 8.3 KM 1234411.0 |
 MN0544| MN0484 SIDNEY WHEAT BELT PWR DIST MST      APPROX. 6.1 KM 1304737.0 |
 MN0544| MN0488 SIDNEY RADIO STA KSID TOWER         APPROX. 8.9 KM 1323704.7 |
 MN0544| CP8576 SCHWARTZ RM 2                        23.751 METERS 17059     |
 MN0544|---------------------------------------------------------------------|
 MN0544
 MN0544                          SUPERSEDED SURVEY CONTROL
 MN0544
 MN0544  NAD 83(1993)-  41 11 07.26777(N)    103 03 01.61667(W) AD(       ) 2
 MN0544  NAD 83(1986)-  41 11 07.26087(N)    103 03 01.61685(W) AD(       ) 2
 MN0544  NAD 27      -  41 11 07.32080(N)    103 02 59.88580(W) AD(       ) 2
 MN0544
 MN0544.Superseded values are not recommended for survey control.
 MN0544
 MN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0544.See file dsdata.pdf to determine how the superseded data were derived.
 MN0544
 MN0544_MARKER: DS = TRIANGULATION STATION DISK
 MN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0544_STAMPING: SCHWARTZ 1963
 MN0544_MARK LOGO: CGS
 MN0544_PROJECTION: FLUSH
 MN0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0544+STABILITY: SURFACE MOTION
 MN0544
 MN0544  HISTORY     - Date     Condition        Report By
 MN0544  HISTORY     - 1963     MONUMENTED       CGS
 MN0544
 MN0544                          STATION DESCRIPTION
 MN0544
 MN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0544'THE STATION IS LOCATED 5 MILES NORTHWEST OF SIDNEY, 2 MILES SOUTH
 MN0544'OF THE SIOUX ORDNANCE DEPOT, ACROSS THE ROAD FROM A MICRO-WAVE
 MN0544'MAST, ON PROPERTY OWNED BY THE STATE OF NEBRASKA AND LEASED BY
 MN0544'MR. MARTIN SCHWARTZ, WHO LIVES AT STATION SITE.
 MN0544'
 MN0544'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO WEST
 MN0544'ON U.S. HIGHWAY 30 FOR 4.15 MILES TO A CROSSROAD.  TURN RIGHT AND
 MN0544'GO NORTH ON A GRAVELED ROAD FOR 2.2 MILES TO A FARM DRIVE ON THE
 MN0544'LEFT AND THE STATION AS DESCRIBED.
 MN0544'
 MN0544'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0544'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MN0544'
 MN0544'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0544'CONCRETE CYLINDER, SET FLUSH AND IS STAMPED SCHWARTZ 1963.  IT
 MN0544'IS 53 FEET SOUTH OF THE CENTER OF A FARM DRIVE, 49 FEET WEST OF
 MN0544'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 10-1/2 FEET WEST OF
 MN0544'A METAL WITNESS POST AND A NORTH-SOUTH FENCE LINE.
 MN0544'
 MN0544'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0544'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED SCHWARTZ
 MN0544'NO 1 1963.  IT IS 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0544'GRAVELED ROAD, 31 FEET SOUTH OF DRIVEWAY LEADING TO A MICRO-WAVE
 MN0544'MAST AND 1-1/2 FEET SOUTH-SOUTHEAST OF A POWER POLE.
 MN0544'
 MN0544'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0544'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0544'SCHWARTZ NO 2 1963.  IT IS 41 FEET NORTH OF A FENCE CORNER, 39
 MN0544'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1/2
 MN0544'FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MN0544'
 MN0544'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0544'CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED SCHWARTZ
 MN0544'1963.  IT IS 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0544'ROAD, 1 FOOT SOUTH OF A POWER POLE AND 1 FOOT SOUTHEAST OF A METAL
 MN0544'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1742 ***********************************************************************
 NM1742  DESIGNATION -  SCHWEER
 NM1742  PID         -  NM1742
 NM1742  STATE/COUNTY-  NE/DIXON
 NM1742  COUNTRY     -  US
 NM1742  USGS QUAD   -  BURBANK (2017)
 NM1742
 NM1742                         *CURRENT SURVEY CONTROL
 NM1742  ______________________________________________________________________
 NM1742* NAD 83(1995) POSITION- 42 38 24.03286(N) 096 46 52.48024(W)   ADJUSTED
 NM1742* NAVD 88 ORTHO HEIGHT -   405.    (meters)     1329.    (feet) SCALED
 NM1742  ______________________________________________________________________
 NM1742  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 NM1742  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 NM1742  HORZ ORDER      -  SECOND
 NM1742
 NM1742.The horizontal coordinates were established by classical geodetic methods
 NM1742.and adjusted by the National Geodetic Survey in August 1997.
 NM1742
 NM1742.The orthometric height was scaled from a topographic map.
 NM1742
 NM1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1742.GEOID18 height accuracy estimate available here.
 NM1742
 NM1742.Click photographs - Photos may exist for this station.
 NM1742
 NM1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1742
 NM1742. The following values were computed from the NAD 83(1995) position.
 NM1742
 NM1742;                    North         East     Units Scale Factor Converg.
 NM1742;SPC NE       -   316,545.869   763,888.182   MT  0.99985490   +2 07 59.0
 NM1742;SPC NE       - 1,038,534.24  2,506,189.81   sFT  0.99985490   +2 07 59.0
 NM1742;SPC SD S     -    40,298.894   891,252.072   MT  1.00005137   +2 27 01.5
 NM1742;SPC SD S     -   132,213.95  2,924,049.51   sFT  1.00005137   +2 27 01.5
 NM1742;UTM  14      - 4,723,226.117   681,903.106   MT  1.00000711   +1 30 12.1
 NM1742
 NM1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1742!SPC NE       -   0.99994046  x   0.99985490  =   0.99979537
 NM1742!SPC SD S     -   0.99994046  x   1.00005137  =   0.99999183
 NM1742!UTM  14      -   0.99994046  x   1.00000711  =   0.99994757
 NM1742
 NM1742:                Primary Azimuth Mark                     Grid Az
 NM1742:SPC NE       -  SCHWEER AZ MK                            137 37 15.3
 NM1742:SPC SD S     -  SCHWEER AZ MK                            137 18 12.8
 NM1742:UTM  14      -  SCHWEER AZ MK                            138 15 02.2
 NM1742
 NM1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8190323226(NAD 83)
 NM1742
 NM1742|---------------------------------------------------------------------|
 NM1742| PID    Reference Object                     Distance      Geod. Az  |
 NM1742|                                                           dddmmss.s |
 NM1742| NM1841 ELK POINT MUNICIPAL TANK            APPROX. 9.3 KM 0554838.6 |
 NM1742| NM1840 ELK POINT ST JOSEPHS CATH CH        APPROX. 9.7 KM 0595617.5 |
 NM1742| CO4507 SCHWEER AZ MK                                      1394514.3 |
 NM1742| CO4509 SCHWEER RM 2                         19.380 METERS 23705     |
 NM1742| CO4508 SCHWEER RM 1                         21.846 METERS 35326     |
 NM1742|---------------------------------------------------------------------|
 NM1742
 NM1742                          SUPERSEDED SURVEY CONTROL
 NM1742
 NM1742  NAD 83(1986)-  42 38 24.03717(N)    096 46 52.47489(W) AD(       ) 2
 NM1742  NAD 27      -  42 38 24.04500(N)    096 46 51.33300(W) AD(       ) 2
 NM1742
 NM1742.Superseded values are not recommended for survey control.
 NM1742
 NM1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1742.See file dsdata.pdf to determine how the superseded data were derived.
 NM1742
 NM1742_MARKER: DS = TRIANGULATION STATION DISK
 NM1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1742_STAMPING: SCHWEER 1948
 NM1742_MARK LOGO: CGS
 NM1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1742+STABILITY: SURFACE MOTION
 NM1742
 NM1742  HISTORY     - Date     Condition        Report By
 NM1742  HISTORY     - 1948     MONUMENTED       CGS
 NM1742
 NM1742                          STATION DESCRIPTION
 NM1742
 NM1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1742'THE STATION IS LOCATED ABOUT 4.0 MILES WEST AND 5.0 MILES
 NM1742'NORTH OF PONCA, ON THE SUMMIT OF A HIGH HILL ABOUT 1.5 MILES
 NM1742'SOUTH OF THE MISSOURI RIVER.  IT IS 7 FEET NORTHWEST OF A
 NM1742'WITNESS POST AND ON LAND OWNED BY MR. GEORGE SCHWEER.  THE
 NM1742'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHWEER 1948.
 NM1742'
 NM1742'REFERENCE MARK NO. 1 IS 71.67 FEET NORTHWEST OF THE STATION.
 NM1742'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHWEER
 NM1742'NO 1 1948.
 NM1742'
 NM1742'REFERENCE MARK NO. 2 IS 63.58 FEET SOUTHWEST OF THE STATION.
 NM1742'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHWEER
 NM1742'NO 2 1948.
 NM1742'
 NM1742'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION, 3
 NM1742'FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 NM1742'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SCHWEER
 NM1742'1948.
 NM1742'
 NM1742'TO REACH FROM THE POST OFFICE IN PONCA, GO WEST 1 BLOCK, TURN
 NM1742'RIGHT ON STATE-HIGHWAY 9 FOR 2.0 MILES TO A T ROAD LEFT, TURN
 NM1742'LEFT FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK FOR 2.05 MILES
 NM1742'TO A T ROAD RIGHT, TURN RIGHT FOR 2.0 MILES TO A FORK JUST
 NM1742'AFTER CROSSING A BRIDGE, TAKE RIGHT FORK FOR 0.85 MILE TO
 NM1742'A T ROAD JUNCTION, TURN LEFT FOR 0.6 MILE TO A T ROAD LEFT,
 NM1742'TURN LEFT FOR 0.35 MILE TO A GATE, GO THROUGH GATE AND CONTINUE
 NM1742'ON FARM ROAD FOR 0.15 MILE TO A FORK, TAKE LEFT FORK FOR 0.2
 NM1742'MILE TO WATER TANK SOUTH OF THE FARM BUILDINGS, GO THROUGH
 NM1742'GATE JUST WEST OF THE TANK AND CROSS LOT TO GATE IN THE
 NM1742'SOUTH FENCE, GO THROUGH GATE AND BEAR LEFT SOUTHEAST AND
 NM1742'SOUTH FOR 0.2 MILE TO A GATE, GO THROUGH GATE AND
 NM1742'CONTINUE ON FARM ROAD ALONG EDGE OF FIELD FOR 0.3 MILE TO A
 NM1742'GATE, GO THROUGH GATE AND CONTINUE WEST ALONG FENCE FOR
 NM1742'0.25 MILE TO A GATE, GO THROUGH GATE AND ACROSS CORNER OF
 NM1742'HAY FIELD FOR 0.05 MILE TO A GATE, (AZIMUTH MARK ABOUT 150
 NM1742'FEET WEST OF GATE) GO THROUGH GATE FOLLOWING DIM TRACKS UP HILL
 NM1742'(NORTHWEST AND WEST) FOR 0.3 MILE TO THE HIGHEST POINT
 NM1742'AND THE STATION.
 NM1742'
 NM1742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0619 ***********************************************************************
 NN0619  DESIGNATION -  SCOTT
 NN0619  PID         -  NN0619
 NN0619  STATE/COUNTY-  NE/HOLT
 NN0619  COUNTRY     -  US
 NN0619  USGS QUAD   -  DORSEY NW (2017)
 NN0619
 NN0619                         *CURRENT SURVEY CONTROL
 NN0619  ______________________________________________________________________
 NN0619* NAD 83(1995) POSITION- 42 39 24.21591(N) 098 29 30.41155(W)   ADJUSTED
 NN0619* NAVD 88 ORTHO HEIGHT -   590.32  (+/-2cm)     1936.7   (feet) VERTCON
 NN0619  ______________________________________________________________________
 NN0619  GEOID HEIGHT    -        -25.412 (meters)                     GEOID18
 NN0619  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 NN0619  HORZ ORDER      -  FIRST
 NN0619  VERT ORDER      -  THIRD ? (See Below)
 NN0619
 NN0619.The horizontal coordinates were established by classical geodetic methods
 NN0619.and adjusted by the National Geodetic Survey in August 1997.
 NN0619
 NN0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0619
 NN0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0619.GEOID18 height accuracy estimate available here.
 NN0619
 NN0619.The vertical order pertains to the NGVD 29 superseded value.
 NN0619
 NN0619.Click photographs - Photos may exist for this station.
 NN0619
 NN0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0619
 NN0619. The following values were computed from the NAD 83(1995) position.
 NN0619
 NN0619;                    North         East     Units Scale Factor Converg.
 NN0619;SPC NE       -   314,568.429   623,640.545   MT  0.99986075   +0 59 58.2
 NN0619;SPC NE       - 1,032,046.59  2,046,060.69   sFT  0.99986075   +0 59 58.2
 NN0619;UTM  14      - 4,722,821.201   541,653.993   MT  0.99962135   +0 20 39.8
 NN0619
 NN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0619!SPC NE       -   0.99991141  x   0.99986075  =   0.99977218
 NN0619!UTM  14      -   0.99991141  x   0.99962135  =   0.99953280
 NN0619
 NN0619:                Primary Azimuth Mark                     Grid Az
 NN0619:SPC NE       -  SCOTT AZ MK                              137 40 29.2
 NN0619:UTM  14      -  SCOTT AZ MK                              138 19 47.6
 NN0619
 NN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4165322821(NAD 83)
 NN0619
 NN0619|---------------------------------------------------------------------|
 NN0619| PID    Reference Object                     Distance      Geod. Az  |
 NN0619|                                                           dddmmss.s |
 NN0619| CO4510 SCOTT AZ MK                                        1384027.4 |
 NN0619| CO4511 SCOTT RM 1                           23.393 METERS 18943     |
 NN0619| NN0669 O NEILL MUNICIPAL TANK              APPROX.25.1 KM 2104109.2 |
 NN0619| CO4512 SCOTT RM 2                           20.822 METERS 34933     |
 NN0619|---------------------------------------------------------------------|
 NN0619
 NN0619                          SUPERSEDED SURVEY CONTROL
 NN0619
 NN0619  NAD 83(1986)-  42 39 24.22397(N)    098 29 30.41651(W) AD(       ) 1
 NN0619  NAD 27      -  42 39 24.22100(N)    098 29 29.12000(W) AD(       ) 1
 NN0619  NGVD 29             590.06   (m)         1935.9    (f) LEVELING    3  
 NN0619
 NN0619.Superseded values are not recommended for survey control.
 NN0619
 NN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0619.See file dsdata.pdf to determine how the superseded data were derived.
 NN0619
 NN0619_MARKER: DS = TRIANGULATION STATION DISK
 NN0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0619
 NN0619  HISTORY     - Date     Condition        Report By
 NN0619  HISTORY     - 1940     MONUMENTED       CGS
 NN0619
 NN0619                          STATION DESCRIPTION
 NN0619
 NN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0619'STATION IS LOCATED 4 MILES NORTH AND 1/2 MILE EAST OF THE
 NN0619'CROSS-ROADS KNOWN AS OPPORTUNITY, ON THE NORTH EDGE OF HIGH
 NN0619'FLAT PLATEAU LAND WHERE IT BEGINS TO BREAK OFF TOWARD THE NIOBRARA
 NN0619'RIVER TO THE NORTH.  STATION IS ABOUT 250 YARDS NORTH OF THE
 NN0619'CENTER OF THE S SIDE OF SEC. 16, T 31 N, R 10 W, ON SCHOOL LAND
 NN0619'RENTED UNDER A LONG TERM LEASE TO MR. E.W. RICHTER, WHO DESIRES
 NN0619'ALL PERSONS VISITING THE STATION TO SEE HIM FIRST, AS THE LAND
 NN0619'IS USED AS CATTLE RANGE.  MARK IS 13 FEET EAST OF A N-S FENCE
 NN0619'AND STANDARD REFERENCE POST SET IN FENCE LINE, 0.15 MILE NORTH
 NN0619'OF FENCE CORNER, AND PROJECTS 4 INCHES.  DISK IS STAMPED
 NN0619'SCOTT, 1940.
 NN0619'
 NN0619'TO REACH STATION FROM LYNCH, GO EAST ON STATE RTE. 12 FOR
 NN0619'0.9 MILE TO GRAVEL ROAD SOUTH AND SIGN RED BIRD 5 MI JUST
 NN0619'BEFORE REACHING BRIDGE OVER PONCA CREEK.  TURN SOUTH AND FOLLOW
 NN0619'ROAD FOR 4.4 MILES TO BRIDGE ACROSS NIOBRARA RIVER.  CONTINUE
 NN0619'SOUTH ON MAIN TRAVELED ROAD FOR 9.1 MILES TO CROSSROAD WHERE
 NN0619'SMALL TELEPHONE LINE CROSSES MAIN ROAD.  TURN RIGHT OR WEST
 NN0619'AND FOLLOW UNGRADED SECTION LINE ROAD FOR 2 MILES TO
 NN0619'CROSS-ROAD.  (MR. RICHTER LIVES 1-1/2 MILES WEST OF THIS
 NN0619'CROSSROAD) TURN NORTH AND GO 0.6 MILE TO AZIMUTH MARK ON
 NN0619'LEFT.  CONTINUE 0.8 MILE TO GATE ON LEFT.  (FORMERLY A
 NN0619'HOUSE AND BARNS AT THIS POINT) GO THROUGH GATE AND FOLLOW FIELD
 NN0619'ROAD SW FOR 0.6 MILE TO JUNCTION OF E-W AND N-S FENCES.  TURN
 NN0619'NORTH ALONG E SIDE OF FENCE AND GO 0.15 MILE TO STATION.
 NN0619'
 NN0619'R.M. 1 IS SOUTH BY WEST OF STATION, 1 FT. E OF N AND S FENCE
 NN0619'LINE AND PROJECTS 5 INCHES.  DISK IS STAMPED SCOTT 1940, R.M. 1.
 NN0619'
 NN0619'R.M. 2 IS N. BY W OF STATION, 1 FT. E OF N AND S FENCE LINE, AND
 NN0619'PROJECTS 5 INCHES.  DISK IS STAMPED SCOTT 1940, R.M. 2.
 NN0619'
 NN0619'AZIMUTH MARK IS ABOUT 0.8 MILE SE OF STATION, ON THE W SIDE OF
 NN0619'SECTION LINE ROAD, 0.6 MILE NORTH OF CROSS-ROAD, ABOUT 150 YARDS
 NN0619'NNW OF SMALL WHITE HOUSE, 1-1/2 FT. E OF WEST RIGHT OF WAY FENCE,
 NN0619'8 FT. SOUTH OF WHITE REFERENCE POST.  THE MARK PROJECTS 6 INCHES.
 NN0619'DISK IS STAMPED SCOTT, 1940.
 NN0619'
 NN0619'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0699 ***********************************************************************
 NP0699  DESIGNATION -  SCOTT
 NP0699  PID         -  NP0699
 NP0699  STATE/COUNTY-  NE/DAWES
 NP0699  COUNTRY     -  US
 NP0699  USGS QUAD   -  COFFEE MILL BUTTE (2017)
 NP0699
 NP0699                         *CURRENT SURVEY CONTROL
 NP0699  ______________________________________________________________________
 NP0699* NAD 83(1995) POSITION- 42 38 52.17770(N) 103 01 39.37828(W)   ADJUSTED
 NP0699* NAVD 88 ORTHO HEIGHT -  1357.    (meters)     4452.    (feet) SCALED
 NP0699  ______________________________________________________________________
 NP0699  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 NP0699  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 NP0699  HORZ ORDER      -  FIRST
 NP0699
 NP0699.The horizontal coordinates were established by classical geodetic methods
 NP0699.and adjusted by the National Geodetic Survey in August 1997.
 NP0699
 NP0699.The orthometric height was scaled from a topographic map.
 NP0699
 NP0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0699.GEOID18 height accuracy estimate available here.
 NP0699
 NP0699.Click photographs - Photos may exist for this station.
 NP0699
 NP0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0699
 NP0699. The following values were computed from the NAD 83(1995) position.
 NP0699
 NP0699;                    North         East     Units Scale Factor Converg.
 NP0699;SPC NE       -   316,847.570   251,806.989   MT  0.99985763   -2 00 23.0
 NP0699;SPC NE       - 1,039,524.07    826,136.76   sFT  0.99985763   -2 00 23.0
 NP0699;UTM  13      - 4,723,593.635   661,684.443   MT  0.99992163   +1 20 11.6
 NP0699
 NP0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0699!SPC NE       -   0.99979010  x   0.99985763  =   0.99964776
 NP0699!UTM  13      -   0.99979010  x   0.99992163  =   0.99971175
 NP0699
 NP0699:                Primary Azimuth Mark                     Grid Az
 NP0699:SPC NE       -  SCOTT AZ MK                              117 25 26.4
 NP0699:UTM  13      -  SCOTT AZ MK                              114 04 51.8
 NP0699
 NP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6168423593(NAD 83)
 NP0699
 NP0699|---------------------------------------------------------------------|
 NP0699| PID    Reference Object                     Distance      Geod. Az  |
 NP0699|                                                           dddmmss.s |
 NP0699| CQ4880 SCOTT RM 1                           32.598 METERS 08825     |
 NP0699| CQ4879 SCOTT AZ MK                                        1152503.4 |
 NP0699| CQ4881 SCOTT RM 2                           59.835 METERS 18052     |
 NP0699|---------------------------------------------------------------------|
 NP0699
 NP0699                          SUPERSEDED SURVEY CONTROL
 NP0699
 NP0699  NAD 83(1993)-  42 38 52.17738(N)    103 01 39.37868(W) AD(       ) 1
 NP0699  NAD 83(1986)-  42 38 52.17141(N)    103 01 39.36838(W) AD(       ) 1
 NP0699  NAD 27      -  42 38 52.28200(N)    103 01 37.70100(W) AD(       ) 1
 NP0699
 NP0699.Superseded values are not recommended for survey control.
 NP0699
 NP0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0699.See file dsdata.pdf to determine how the superseded data were derived.
 NP0699
 NP0699_MARKER: DS = TRIANGULATION STATION DISK
 NP0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0699_STAMPING: SCOTT 1934
 NP0699_MARK LOGO: CGS
 NP0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0699+STABILITY: SURFACE MOTION
 NP0699
 NP0699  HISTORY     - Date     Condition        Report By
 NP0699  HISTORY     - 1934     MONUMENTED       CGS
 NP0699
 NP0699                          STATION DESCRIPTION
 NP0699
 NP0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0699'THIS STATION IS ABOUT 14 MILES S OF CHADRON, ON HIGHEST POINT
 NP0699'OF NORTHERN END OF PROMINENT POINT, DROPPING OFF TO THE N 0.1
 NP0699'MILE N OF THE HOME OF MR. W.C. SCOTT, THE OWNER OF THE LAND
 NP0699'ON WHICH THE STATION IS LOCATED, 100 FEET N OF A POINT WHERE
 NP0699'ROAD LEAVES THE RIDGE AND TURNS LEFT DOWN INTO THE VALLEY,
 NP0699'APPROXIMATELY ON THE LINE BETWEEN SECTIONS 24 AND 23, T 31 N,
 NP0699'R 49 W, AND THE MARK PROJECTS 6 INCHES.
 NP0699'
 NP0699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0699'DISKS SET IN CONCRETE POSTS.
 NP0699'
 NP0699'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 6 INCHES.
 NP0699'
 NP0699'REFERENCE MARK NO. 2 IS S OF THE STATION, 27 FEET W OF THE
 NP0699'CENTER LINE OF ROAD ON SECTION-LINE, 46.5 FEET NE OF POWER-LINE
 NP0699'POLE, AND PROJECTS 6 INCHES.
 NP0699'
 NP0699'AZIMUTH MARK IS ESE OF THE STATION, 0.5 MILE S AND 1.0 MILE
 NP0699'E, 2 FEET E OF A N-S FENCE, ABOUT 50 YARDS N OF GRADED ROAD AND
 NP0699'0.1 MILE W OF A LARGE, YELLOW HOUSE AND FARM BUILDINGS, OWNED
 NP0699'BY STEFFENSON.
 NP0699'
 NP0699'THE MARK PROJECTS 4 INCHES.
 NP0699'
 NP0699'TO REACH STATION FROM THE ENTRANCE TO THE CHADRON STATE PARK
 NP0699'BY GOING S TOWARD ALLIANCE ON STATE ROUTE 19, 5.2 MILES TO A
 NP0699'CROSSROADS AND A SIGN READING CRAWFORD 32 MILES.  TURN RIGHT OR
 NP0699'W, AND GO 3.0 MILES ON MAIN GRADED ROAD.  THEN RIGHT OR DUE N
 NP0699'THROUGH CATTLE GUARD AND GO 0.4 MILE TO MR. W.C. SCOTTS HOUSE
 NP0699'ON THE W SIDE OF THE ROAD.  PASS HOUSE AND CONTINUE 0.1 MILE
 NP0699'TO THE END OF A PROMINENT POINT AND THE STATION.
 NP0699'
 NP0699'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DH7223 ***********************************************************************
 DH7223  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7223  DESIGNATION -  SCOTTS BLUFF CNTY CORS ARP
 DH7223  CORS_ID     -  NESC
 DH7223  PID         -  DH7223
 DH7223  STATE/COUNTY-  NE/SCOTTS BLUFF
 DH7223  COUNTRY     -  US
 DH7223  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 DH7223
 DH7223                         *CURRENT SURVEY CONTROL
 DH7223  ______________________________________________________________________
 DH7223* NAD 83(2011) POSITION- 41 49 37.75243(N) 103 39 39.72021(W)   ADJUSTED
 DH7223* NAD 83(2011) ELLIP HT-  1183.400 (meters)        (06/??/19)   ADJUSTED
 DH7223* NAD 83(2011) EPOCH   -  2010.00
 DH7223  ______________________________________________________________________
 DH7223  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 DH7223  NAD 83(2011) X  - -1,124,370.774 (meters)                     COMP
 DH7223  NAD 83(2011) Y  - -4,626,024.941 (meters)                     COMP
 DH7223  NAD 83(2011) Z  -  4,232,106.524 (meters)                     COMP
 DH7223
 DH7223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7223  Standards:
 DH7223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7223  -------------------------------------------------------------------
 DH7223  NETWORK    0.04   0.12           0.02   0.02   0.06      0.14492700
 DH7223  -------------------------------------------------------------------
 DH7223
 DH7223.The coordinates were established by GPS observations
 DH7223.and adjusted by the National Geodetic Survey in June 2019.
 DH7223
 DH7223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7223.been affixed to the stable North American Tectonic Plate. 
 DH7223
 DH7223.The coordinates are valid at the epoch date displayed above
 DH7223.which is a decimal equivalence of Year/Month/Day.
 DH7223
 DH7223.Due to the release of the International GNSS Service (IGS) 2014
 DH7223.realization of the International Terrestrial Reference Frame of 2014
 DH7223.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH7223.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH7223.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH7223.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH7223.currently published epoch of 2010.00.
 DH7223
 DH7223.Additional information on MYCS2 is available at
 DH7223.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH7223
 DH7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7223.GEOID18 height accuracy estimate available here.
 DH7223
 DH7223.The PID for the CORS L1 Phase Center is DQ5190.
 DH7223
 DH7223.Click photographs - Photos may exist for this station.
 DH7223
 DH7223.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7223
 DH7223.The ellipsoidal height was determined by GPS observations
 DH7223.and is referenced to NAD 83.
 DH7223
 DH7223. The following values were computed from the NAD 83(2011) position.
 DH7223
 DH7223;                    North         East     Units Scale Factor Converg.
 DH7223;SPC NE       -   227,801.939   196,051.053   MT  0.99967428   -2 25 34.2
 DH7223;SPC NE       -   747,380.19    643,210.83   sFT  0.99967428   -2 25 34.2
 DH7223;UTM  13      - 4,631,452.082   611,190.753   MT  0.99975214   +0 53 34.9
 DH7223
 DH7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7223!SPC NE       -   0.99981442  x   0.99967428  =   0.99948876
 DH7223!UTM  13      -   0.99981442  x   0.99975214  =   0.99956661
 DH7223
 DH7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1119031452(NAD 83)
 DH7223
 DH7223                          SUPERSEDED SURVEY CONTROL
 DH7223
 DH7223  NAD 83(2011)-  41 49 37.75248(N)    103 39 39.72019(W) AD(2010.00) c
 DH7223  ELLIP H (08/??/11) 1183.397  (m)                       GP(2010.00) c c
 DH7223  NAD 83(CORS)-  41 49 37.75219(N)    103 39 39.72051(W) AD(2002.00) c
 DH7223  ELLIP H (12/??/05) 1183.401  (m)                       GP(2002.00) c c
 DH7223
 DH7223.Superseded values are not recommended for survey control.
 DH7223
 DH7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7223.See file dsdata.pdf to determine how the superseded data were derived.
 DH7223
 DH7223_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7223
 DH7223                          STATION DESCRIPTION
 DH7223
 DH7223'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DH7223'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH7223'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH7223'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH7223'https://geodesy.noaa.gov/CORS/data.shtml
 DH7223'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0262 ***********************************************************************
 MN0262  DESIGNATION -  SCOTTSBLUFF
 MN0262  PID         -  MN0262
 MN0262  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0262  COUNTRY     -  US
 MN0262  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0262
 MN0262                         *CURRENT SURVEY CONTROL
 MN0262  ______________________________________________________________________
 MN0262* NAD 83(1986) POSITION- 41 51 51.2    (N) 103 39 40.0    (W)   HD_HELD2
 MN0262* NAVD 88 ORTHO HEIGHT -  1184.700 (meters)     3886.80  (feet) ADJUSTED
 MN0262  ______________________________________________________________________
 MN0262  GEOID HEIGHT    -        -18.942 (meters)                     GEOID18
 MN0262  DYNAMIC HEIGHT  -       1183.938 (meters)     3884.30  (feet) COMP
 MN0262  MODELED GRAVITY -    979,938.8   (mgal)                       NAVD 88
 MN0262
 MN0262  VERT ORDER      -  SECOND    CLASS 0
 MN0262
 MN0262.The horizontal coordinates were established by autonomous hand held GPS
 MN0262.observations and have an estimated accuracy of +/- 10 meters.
 MN0262
 MN0262.The orthometric height was determined by differential leveling and
 MN0262.adjusted by the NATIONAL GEODETIC SURVEY
 MN0262.in June 1991.
 MN0262
 MN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0262.GEOID18 height accuracy estimate available here.
 MN0262
 MN0262.Click photographs - Photos may exist for this station.
 MN0262
 MN0262.The dynamic height is computed by dividing the NAVD 88
 MN0262.geopotential number by the normal gravity value computed on the
 MN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0262.degrees latitude (g = 980.6199 gals.).
 MN0262
 MN0262.The modeled gravity was interpolated from observed gravity values.
 MN0262
 MN0262;                    North         East    Units  Estimated Accuracy
 MN0262;SPC NE       -   231,914.      196,219.      MT  (+/- 10 meters HH2 GPS)
 MN0262
 MN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1112035567(NAD 83)
 MN0262
 MN0262                          SUPERSEDED SURVEY CONTROL
 MN0262
 MN0262  NGVD 29 (??/??/92) 1184.048  (m)         3884.66   (f) ADJ UNCH    2 0
 MN0262
 MN0262.Superseded values are not recommended for survey control.
 MN0262
 MN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0262.See file dsdata.pdf to determine how the superseded data were derived.
 MN0262
 MN0262_MARKER: DB = BENCH MARK DISK
 MN0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0262_SP_SET: WATER TABLE
 MN0262_STAMPING: SCOTTS BLUFF 1934
 MN0262_MARK LOGO: CGS
 MN0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0262+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2016
 MN0262
 MN0262  HISTORY     - Date     Condition        Report By
 MN0262  HISTORY     - 1934     MONUMENTED       CGS
 MN0262  HISTORY     - 1962     GOOD             CGS
 MN0262  HISTORY     - 20030924 GOOD             NGS
 MN0262  HISTORY     - 20160918 GOOD             USPSQD
 MN0262
 MN0262                          STATION DESCRIPTION
 MN0262
 MN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0262'AT SCOTTSBLUFF.
 MN0262'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, AT THE CORNER OF FIRST
 MN0262'AVENUE AND EIGHTEENTH STREET, AT THE PUBLIC LIBRARY, IN THE NORTH
 MN0262'FACE OF THE CONCRETE WATER TABLE, 3.0 FEET EAST OF THE NORTHWEST
 MN0262'CORNER OF THE BUILDING, 0.45 FOOT BELOW THE TOP OF THE WATER
 MN0262'TABLE, AND 0.65 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 MN0262'SCOTTSBLUFF 1934 AND SET VERTICALLY.
 MN0262
 MN0262                          STATION RECOVERY (2003)
 MN0262
 MN0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0262'BLDG. IS NOW THE WEST NEBRASKA ARTS CENTER.
 MN0262
 MN0262                          STATION RECOVERY (2016)
 MN0262
 MN0262'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MN0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0634 ***********************************************************************
 MN0634  DESIGNATION -  SCOTTSBLUFF
 MN0634  PID         -  MN0634
 MN0634  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0634  COUNTRY     -  US
 MN0634  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0634
 MN0634                         *CURRENT SURVEY CONTROL
 MN0634  ______________________________________________________________________
 MN0634* NAD 83(1995) POSITION- 41 50 17.28292(N) 103 41 55.17573(W)   ADJUSTED
 MN0634* NAVD 88 ORTHO HEIGHT -  1418.3   (meters)     4653.    (feet) VERTCON
 MN0634  ______________________________________________________________________
 MN0634  GEOID HEIGHT    -        -18.893 (meters)                     GEOID18
 MN0634  LAPLACE CORR    -         -5.95  (seconds)                    DEFLEC18
 MN0634  HORZ ORDER      -  FIRST
 MN0634
 MN0634.The horizontal coordinates were established by classical geodetic methods
 MN0634.and adjusted by the National Geodetic Survey in August 1997.
 MN0634
 MN0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0634
 MN0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0634.GEOID18 height accuracy estimate available here.
 MN0634
 MN0634.Click photographs - Photos may exist for this station.
 MN0634
 MN0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0634
 MN0634. The following values were computed from the NAD 83(1995) position.
 MN0634
 MN0634;                    North         East     Units Scale Factor Converg.
 MN0634;SPC NE       -   229,153.010   192,981.235   MT  0.99967537   -2 27 03.9
 MN0634;SPC NE       -   751,812.83    633,139.27   sFT  0.99967537   -2 27 03.9
 MN0634;UTM  13      - 4,632,623.234   608,047.629   MT  0.99974366   +0 52 05.2
 MN0634
 MN0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0634!SPC NE       -   0.99978056  x   0.99967537  =   0.99945601
 MN0634!UTM  13      -   0.99978056  x   0.99974366  =   0.99952428
 MN0634
 MN0634:                Primary Azimuth Mark                     Grid Az
 MN0634:SPC NE       -  SCOTTSBLUFF RM 3 AZIMUTH                 067 45 24.3
 MN0634:UTM  13      -  SCOTTSBLUFF RM 3 AZIMUTH                 064 26 15.2
 MN0634
 MN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0804732623(NAD 83)
 MN0634
 MN0634|---------------------------------------------------------------------|
 MN0634| PID    Reference Object                     Distance      Geod. Az  |
 MN0634|                                                           dddmmss.s |
 MN0634| MN0635 SCOTTSBLUFF MUNICIPAL TANK          APPROX. 5.1 KM 0392514.1 |
 MN0634| MN0636 SCOTTSBLUFF CHURCH SPIRE            APPROX. 4.8 KM 0430556.9 |
 MN0634| MN0637 SCOTTSBLUFF PWR PLANT WATER TK      APPROX. 3.8 KM 0522821.6 |
 MN0634| CP8582 SCOTTSBLUFF RM 3 AZIMUTH                           0651820.4 |
 MN0634| MN0633 SCOTTSBLUFF SUGAR MILL STACK        APPROX. 5.8 KM 0672042.0 |
 MN0634| MN0639 GERING SUGAR MILL TANK              APPROX. 3.9 KM 0975901.1 |
 MN0634| MN0640 GERING SUGAR MILL STACK             APPROX. 3.9 KM 0983410.7 |
 MN0634| MN0632 MINATARE MUNICIPAL TANK             APPROX.16.4 KM 1011124.7 |
 MN0634| MN0532 MINATARE SUGAR MILL TANK            APPROX.17.0 KM 1034206.2 |
 MN0634| MN0531 BAYARD MUNICIPAL TANK               APPROX.32.4 KM 1045825.8 |
 MN0634| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.31.4 KM 1055203.8 |
 MN0634| MN0638 GERING MUNICIPAL TANK               APPROX. 3.5 KM 1175717.2 |
 MN0634| CP8580 SCOTTSBLUFF RM 1                     24.902 METERS 22349     |
 MN0634| CP8581 SCOTTSBLUFF RM 2                     20.544 METERS 31229     |
 MN0634|---------------------------------------------------------------------|
 MN0634
 MN0634                          SUPERSEDED SURVEY CONTROL
 MN0634
 MN0634  NAD 83(1993)-  41 50 17.28272(N)    103 41 55.17581(W) AD(       ) 1
 MN0634  NAD 83(1986)-  41 50 17.27563(N)    103 41 55.18049(W) AD(       ) 1
 MN0634  NAD 27      -  41 50 17.39200(N)    103 41 53.38000(W) AD(       ) 1
 MN0634  NGVD 29 (09/11/89) 1417.6    (m)         4651.     (f) VERT ANG       
 MN0634
 MN0634.Superseded values are not recommended for survey control.
 MN0634
 MN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0634.See file dsdata.pdf to determine how the superseded data were derived.
 MN0634
 MN0634_MARKER: DS = TRIANGULATION STATION DISK
 MN0634_SETTING: 66 = SET IN ROCK OUTCROP
 MN0634_STAMPING: SCOTTS BLUFF 4649 1933
 MN0634_MARK LOGO: CGS
 MN0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0634+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 MN0634
 MN0634  HISTORY     - Date     Condition        Report By
 MN0634  HISTORY     - 1933     MONUMENTED       CGS
 MN0634  HISTORY     - 1949     GOOD             CGS
 MN0634  HISTORY     - 1962     GOOD             CGS
 MN0634  HISTORY     - 1974     GOOD             USGS
 MN0634  HISTORY     - 20030724 GOOD             NGS
 MN0634  HISTORY     - 20040810 GOOD             USPSQD
 MN0634  HISTORY     - 20071025 GOOD             GEOCAC
 MN0634
 MN0634                          STATION DESCRIPTION
 MN0634
 MN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0634'ABOUT 2 MILES SOUTHWEST OF SCOTTSBLUFF AND 2 MILES NORTHWEST
 MN0634'OF GERING, ON HIGHEST POINT OF SCOTTS BLUFF, A NATIONAL
 MN0634'MONUMENT.
 MN0634'
 MN0634'REACHED FROM SCOTTSBLUFF VIA STATE HIGHWAY 29, SOUTH ACROSS
 MN0634'BRIDGE 1.75 MILES TO FIRST ROAD LEADING WEST WHICH LEADS
 MN0634'TO COUNTRY CLUB.  FOLLOW THIS ROAD WEST TO COUNTRY CLUB GATE,
 MN0634'THENCE SOUTH TO FOOT OF TRAIL.  STATION IS REACHED BY PACKING
 MN0634'UP GRADED TRAIL TO SUMMIT, ABOUT A 20-MINUTE WALK.  STATION
 MN0634'IS ON HIGHEST POINT OF BLUFF ON BARE, SOFT, CHALKY ROCK NEAR
 MN0634'PRECIPITIOUS CLIFF TO NORTHEAST.  STATION MARK IS STANDARD
 MN0634'TABLET SET IN SOFT ROCK.  THERE IS NO UNDERGROUND
 MN0634'MARK.
 MN0634'
 MN0634'REFERENCE MARK NO. 1 IS STANDARD REFERENCE-MARK TABLET SET
 MN0634'IN CAST-IRON PIPE FILLED WITH CONCRETE AND PROJECTING ABOUT
 MN0634'6 INCHES ABOVE GROUND, SOUTHWEST OF STATION.
 MN0634'
 MN0634'REFERENCE MARK NO. 2 IS STANDARD REFERENCE-MARK TABLET SET
 MN0634'IN SOFT ROCK AT FLAT PLACE ABOUT 20 FEET BACK FROM CLIFF.
 MN0634'
 MN0634'REFERENCE MARK NO. 3, AZIMUTH MARK, IS NORTHEAST OF STATION
 MN0634'IN FENCE LINE JUST SOUTH OF ENTRANCE TO COUNTRY CLUB.
 MN0634'
 MN0634'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 MN0634
 MN0634                          STATION RECOVERY (1949)
 MN0634
 MN0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 MN0634'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MN0634
 MN0634                          STATION RECOVERY (1962)
 MN0634
 MN0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 MN0634'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MN0634
 MN0634                          STATION RECOVERY (1974)
 MN0634
 MN0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 MN0634'STA. MK. FOUND IN GOOD CONDITION AS DESCRIBED.
 MN0634'
 MN0634'R.M. 1 AND 2 NOT FOUND.
 MN0634'
 MN0634'AZ. MK. NOT VISITED.
 MN0634
 MN0634                          STATION RECOVERY (2003)
 MN0634
 MN0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0634'NEW TO ACCESS.  DRIVE UP NAT'L MONUMNET ROAD TO PARKING LOT.  HIKE 0.1
 MN0634'MI ALONG NORTH RIM TRAIL TO HIGHPOINT AND MARK. IT IS ABOUT 5 M NW OF
 MN0634'AN NPS SIGN DISCUSSING MARK AND EROSION.  THIS MARK IS ALSO A 3RD
 MN0634'ORDER USGS BM.
 MN0634
 MN0634                          STATION RECOVERY (2004)
 MN0634
 MN0634'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0634'MARK FOUND GOOD. MARK IS STAMPED SCOTTSBLUFF 4649 1933.
 MN0634
 MN0634                          STATION RECOVERY (2007)
 MN0634
 MN0634'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MN0634'FOUND STATION AND RM2 IN GOOD CONDITION. RM1 NOT FOUND AFTER VISUAL
 MN0634'SEARCH. AZIMUTH MARK NOT SEARCHED FOR THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0636 ***********************************************************************
 MN0636  DESIGNATION -  SCOTTSBLUFF CHURCH SPIRE
 MN0636  PID         -  MN0636
 MN0636  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0636  COUNTRY     -  US
 MN0636  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0636
 MN0636                         *CURRENT SURVEY CONTROL
 MN0636  ______________________________________________________________________
 MN0636* NAD 83(1995) POSITION- 41 52 11.56409(N) 103 39 32.07226(W)   ADJUSTED
 MN0636  ______________________________________________________________________
 MN0636  GEOID HEIGHT    -        -18.935 (meters)                     GEOID18
 MN0636  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 MN0636  HORZ ORDER      -  THIRD
 MN0636
 MN0636.The horizontal coordinates were established by classical geodetic methods
 MN0636.and adjusted by the National Geodetic Survey in August 1997.
 MN0636
 MN0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0636.GEOID18 height accuracy estimate available here.
 MN0636
 MN0636.Click photographs - Photos may exist for this station.
 MN0636
 MN0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0636
 MN0636. The following values were computed from the NAD 83(1995) position.
 MN0636
 MN0636;                    North         East     Units Scale Factor Converg.
 MN0636;SPC NE       -   232,534.222   196,428.029   MT  0.99967873   -2 25 29.1
 MN0636;SPC NE       -   762,906.03    644,447.63   sFT  0.99967873   -2 25 29.1
 MN0636;UTM  13      - 4,636,198.612   611,293.082   MT  0.99975241   +0 53 42.7
 MN0636
 MN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1129336198(NAD 83)
 MN0636
 MN0636                          SUPERSEDED SURVEY CONTROL
 MN0636
 MN0636  NAD 83(1993)-  41 52 11.56395(N)    103 39 32.07235(W) AD(       ) 3
 MN0636  NAD 83(1986)-  41 52 11.55627(N)    103 39 32.07588(W) AD(       ) 3
 MN0636  NAD 27      -  41 52 11.67600(N)    103 39 30.27700(W) AD(       ) 3
 MN0636
 MN0636.Superseded values are not recommended for survey control.
 MN0636
 MN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0636.See file dsdata.pdf to determine how the superseded data were derived.
 MN0636
 MN0636_MARKER: 90 = CHURCH SPIRE
 MN0636
 MN0636  HISTORY     - Date     Condition        Report By
 MN0636  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0636
 MN0636                          STATION DESCRIPTION
 MN0636
 MN0636'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ4409 ***********************************************************************
 AJ4409  DESIGNATION -  SCOTTSBLUFF GPS BASE STA ARP
 AJ4409  PID         -  AJ4409
 AJ4409  STATE/COUNTY-  NE/SCOTTS BLUFF
 AJ4409  COUNTRY     -  US
 AJ4409  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 AJ4409
 AJ4409                         *CURRENT SURVEY CONTROL
 AJ4409  ______________________________________________________________________
 AJ4409* NAD 83(2011) POSITION- 41 49 37.75278(N) 103 39 39.72007(W)   ADJUSTED
 AJ4409* NAD 83(2011) ELLIP HT-  1183.411 (meters)        (06/27/12)   ADJUSTED
 AJ4409* NAD 83(2011) EPOCH   -  2010.00
 AJ4409* NAVD 88 ORTHO HEIGHT -  1202.3   (meters)     3945.    (feet) GPS OBS
 AJ4409  ______________________________________________________________________
 AJ4409  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ4409  GEOID HEIGHT    -        -18.881 (meters)                     GEOID99
 AJ4409  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 AJ4409  NAD 83(2011) X  - -1,124,370.771 (meters)                     COMP
 AJ4409  NAD 83(2011) Y  - -4,626,024.942 (meters)                     COMP
 AJ4409  NAD 83(2011) Z  -  4,232,106.539 (meters)                     COMP
 AJ4409  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 AJ4409
 AJ4409  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4409  Standards:
 AJ4409         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4409            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4409  -------------------------------------------------------------------
 AJ4409  NETWORK    0.17   0.35           0.07   0.07   0.18     -0.03816839
 AJ4409  -------------------------------------------------------------------
 AJ4409  Click here for local accuracies and other accuracy information.
 AJ4409
 AJ4409.The horizontal coordinates were established by GPS observations
 AJ4409.and adjusted by the National Geodetic Survey in June 2012.
 AJ4409
 AJ4409.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4409.been affixed to the stable North American tectonic plate. See 
 AJ4409.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4409
 AJ4409.The horizontal coordinates are valid at the epoch date displayed above
 AJ4409.which is a decimal equivalence of Year/Month/Day.
 AJ4409
 AJ4409.The orthometric height was determined by GPS observations and a
 AJ4409.high-resolution geoid model.
 AJ4409
 AJ4409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4409.GEOID18 height accuracy estimate available here.
 AJ4409
 AJ4409.Click photographs - Photos may exist for this station.
 AJ4409
 AJ4409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4409
 AJ4409.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4409
 AJ4409.The ellipsoidal height was determined by GPS observations
 AJ4409.and is referenced to NAD 83.
 AJ4409
 AJ4409. The following values were computed from the NAD 83(2011) position.
 AJ4409
 AJ4409;                    North         East     Units Scale Factor Converg.
 AJ4409;SPC NE       -   227,801.950   196,051.057   MT  0.99967428   -2 25 34.2
 AJ4409;SPC NE       -   747,380.23    643,210.84   sFT  0.99967428   -2 25 34.2
 AJ4409;UTM  13      - 4,631,452.093   611,190.756   MT  0.99975214   +0 53 34.9
 AJ4409
 AJ4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4409!SPC NE       -   0.99981442  x   0.99967428  =   0.99948876
 AJ4409!UTM  13      -   0.99981442  x   0.99975214  =   0.99956661
 AJ4409
 AJ4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1119031452(NAD 83)
 AJ4409
 AJ4409                          SUPERSEDED SURVEY CONTROL
 AJ4409
 AJ4409  NAD 83(2007)-  41 49 37.75254(N)    103 39 39.72108(W) AD(2002.00) 0
 AJ4409  ELLIP H (02/10/07) 1183.438  (m)                       GP(2002.00)    
 AJ4409  NAD 83(1995)-  41 49 37.75232(N)    103 39 39.72109(W) AD(       ) A
 AJ4409  ELLIP H (07/10/01) 1183.422  (m)                       GP(       ) 4 1
 AJ4409
 AJ4409.Superseded values are not recommended for survey control.
 AJ4409
 AJ4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4409.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4409
 AJ4409_MARKER: Z = SEE DESCRIPTION
 AJ4409_SETTING: 0 = UNSPECIFIED SETTING
 AJ4409_MARK LOGO: NONE
 AJ4409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4409+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4409
 AJ4409  HISTORY     - Date     Condition        Report By
 AJ4409  HISTORY     - 1997     MONUMENTED       NEGS
 AJ4409
 AJ4409                          STATION DESCRIPTION
 AJ4409
 AJ4409'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1997
 AJ4409'THE STATION IS A GPS BASE STATION ANTENNA REFERENCE POINT.  THE
 AJ4409'STATION IS MAINTAINED BY SCOTTS BLUFF COUNTY SURVEYOR AND THE NEBRASKA
 AJ4409'STATE SURVEYORS OFFICE.  THE STATION IS LOCATED IN THE CITY OF
 AJ4409'SCOTTSBLUFF, NEBRASKA.  INQUIRIES REGARDING DATA MANAGEMENT MATTERS
 AJ4409'FOR THE STATION SHOULD BE DIRECTED TO MR.  STEVE COBB AT THE NEBRASKA
 AJ4409'STATE SURVEYORS OFFICE IN LINCOLN, NEBRASKA. FOR FURTHER INFORMATION
 AJ4409'GO TO WWW.SSO.STATE.NE.US.  FOR ALL OTHER BUSINESS RELATED TO THIS
 AJ4409'STATION, CONTACT MR.  DUANE STOTT, THE SCOTTS BLUFF COUNTY SURVEYOR AT
 AJ4409'308-436-6654, VOICE OR 308-436-6699, FAX.  THIS STATION MAY BECOME
 AJ4409'PART OF THE COOP CORS NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0635 ***********************************************************************
 MN0635  DESIGNATION -  SCOTTSBLUFF MUNICIPAL TANK
 MN0635  PID         -  MN0635
 MN0635  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0635  COUNTRY     -  US
 MN0635  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0635
 MN0635                         *CURRENT SURVEY CONTROL
 MN0635  ______________________________________________________________________
 MN0635* NAD 83(1995) POSITION- 41 52 25.29832(N) 103 39 34.35505(W)   ADJUSTED
 MN0635  ______________________________________________________________________
 MN0635  GEOID HEIGHT    -        -18.925 (meters)                     GEOID18
 MN0635  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 MN0635  HORZ ORDER      -  THIRD
 MN0635
 MN0635.The horizontal coordinates were established by classical geodetic methods
 MN0635.and adjusted by the National Geodetic Survey in August 1997.
 MN0635
 MN0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0635.GEOID18 height accuracy estimate available here.
 MN0635
 MN0635.Click photographs - Photos may exist for this station.
 MN0635
 MN0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0635
 MN0635. The following values were computed from the NAD 83(1995) position.
 MN0635
 MN0635;                    North         East     Units Scale Factor Converg.
 MN0635;SPC NE       -   232,959.675   196,393.375   MT  0.99967916   -2 25 30.6
 MN0635;SPC NE       -   764,301.87    644,333.93   sFT  0.99967916   -2 25 30.6
 MN0635;UTM  13      - 4,636,621.376   611,233.842   MT  0.99975225   +0 53 41.4
 MN0635
 MN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1123336621(NAD 83)
 MN0635
 MN0635                          SUPERSEDED SURVEY CONTROL
 MN0635
 MN0635  NAD 83(1993)-  41 52 25.29821(N)    103 39 34.35511(W) AD(       ) 3
 MN0635  NAD 83(1986)-  41 52 25.29078(N)    103 39 34.35832(W) AD(       ) 3
 MN0635  NAD 27      -  41 52 25.41500(N)    103 39 32.55300(W) AD(       ) 3
 MN0635
 MN0635.Superseded values are not recommended for survey control.
 MN0635
 MN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0635.See file dsdata.pdf to determine how the superseded data were derived.
 MN0635
 MN0635_MARKER: 53 = ELEVATED TANK
 MN0635
 MN0635  HISTORY     - Date     Condition        Report By
 MN0635  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0635  HISTORY     - 1944     GOOD             CGS
 MN0635  HISTORY     - 1973     GOOD             NGS
 MN0635
 MN0635                          STATION DESCRIPTION
 MN0635
 MN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0635'LOCATED AT N EDGE OF SCOTTSBLUFF, NEAR FOOTBALL STADIUM,
 MN0635'ONE BLOCK E OF MAIN THOROUGHFARE, AND IN A SMALL MUNICIPAL
 MN0635'PARK.
 MN0635'
 MN0635'THE STATION IS A STRUCTURAL STEEL BLACK WATER TANK AND IS
 MN0635'106 FEET HIGH.
 MN0635
 MN0635                          STATION RECOVERY (1973)
 MN0635
 MN0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0635'THE STATION WAS RECOVERED AS DESCRIBED BUT IS PAINTED ALUMINUM
 MN0635'IN COLOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0637 ***********************************************************************
 MN0637  DESIGNATION -  SCOTTSBLUFF PWR PLANT WATER TK
 MN0637  PID         -  MN0637
 MN0637  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0637  COUNTRY     -  US
 MN0637  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0637
 MN0637                         *CURRENT SURVEY CONTROL
 MN0637  ______________________________________________________________________
 MN0637* NAD 83(1995) POSITION- 41 51 32.12948(N) 103 39 44.79107(W)   ADJUSTED
 MN0637  ______________________________________________________________________
 MN0637  GEOID HEIGHT    -        -18.950 (meters)                     GEOID18
 MN0637  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 MN0637  HORZ ORDER      -  THIRD
 MN0637
 MN0637.The horizontal coordinates were established by classical geodetic methods
 MN0637.and adjusted by the National Geodetic Survey in August 1997.
 MN0637
 MN0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0637.GEOID18 height accuracy estimate available here.
 MN0637
 MN0637.Click photographs - Photos may exist for this station.
 MN0637
 MN0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0637
 MN0637. The following values were computed from the NAD 83(1995) position.
 MN0637
 MN0637;                    North         East     Units Scale Factor Converg.
 MN0637;SPC NE       -   231,331.441   196,083.571   MT  0.99967754   -2 25 37.5
 MN0637;SPC NE       -   758,959.90    643,317.52   sFT  0.99967754   -2 25 37.5
 MN0637;UTM  13      - 4,634,977.813   611,018.834   MT  0.99975166   +0 53 33.5
 MN0637
 MN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1101834977(NAD 83)
 MN0637
 MN0637                          SUPERSEDED SURVEY CONTROL
 MN0637
 MN0637  NAD 83(1993)-  41 51 32.12937(N)    103 39 44.79114(W) AD(       ) 3
 MN0637  NAD 83(1986)-  41 51 32.12172(N)    103 39 44.79462(W) AD(       ) 3
 MN0637  NAD 27      -  41 51 32.24000(N)    103 39 42.99600(W) AD(       ) 3
 MN0637
 MN0637.Superseded values are not recommended for survey control.
 MN0637
 MN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0637.See file dsdata.pdf to determine how the superseded data were derived.
 MN0637
 MN0637_MARKER: 53 = ELEVATED TANK
 MN0637
 MN0637  HISTORY     - Date     Condition        Report By
 MN0637  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0637  HISTORY     - 1944     GOOD             CGS
 MN0637  HISTORY     - 1958     GOOD             CGS
 MN0637
 MN0637                          STATION DESCRIPTION
 MN0637
 MN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0637'STATION IS LOCATED NEAR CENTER OF SCOTTSBLUFF, 90 FEET E OF
 MN0637'MAIN THOROUGHFARE, AND JUST S OF CHICAGO, BURLINGTON, AND
 MN0637'QUINCY RAILROAD.
 MN0637'
 MN0637'THE STATION IS A STRUCTURAL STEEL WATER TANK OF THE CONSUMERS
 MN0637'PUBLIC POWER DISTRICT, AND IS APPROXIMATELY 100 FEET HIGH.
 MN0637
 MN0637                          STATION RECOVERY (1958)
 MN0637
 MN0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0637'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0637'W.B. IN 1944.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0633 ***********************************************************************
 MN0633  DESIGNATION -  SCOTTSBLUFF SUGAR MILL STACK
 MN0633  PID         -  MN0633
 MN0633  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0633  COUNTRY     -  US
 MN0633  USGS QUAD   -  SCOTTSBLUFF SOUTH (2017)
 MN0633
 MN0633                         *CURRENT SURVEY CONTROL
 MN0633  ______________________________________________________________________
 MN0633* NAD 83(1995) POSITION- 41 51 29.89603(N) 103 38 02.25445(W)   ADJUSTED
 MN0633  ______________________________________________________________________
 MN0633  GEOID HEIGHT    -        -19.009 (meters)                     GEOID18
 MN0633  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 MN0633  HORZ ORDER      -  THIRD
 MN0633
 MN0633.The horizontal coordinates were established by classical geodetic methods
 MN0633.and adjusted by the National Geodetic Survey in August 1997.
 MN0633
 MN0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0633.GEOID18 height accuracy estimate available here.
 MN0633
 MN0633.Click photographs - Photos may exist for this station.
 MN0633
 MN0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0633
 MN0633. The following values were computed from the NAD 83(1995) position.
 MN0633
 MN0633;                    North         East     Units Scale Factor Converg.
 MN0633;SPC NE       -   231,162.884   198,442.803   MT  0.99967747   -2 24 29.6
 MN0633;SPC NE       -   758,406.90    651,057.76   sFT  0.99967747   -2 24 29.6
 MN0633;UTM  13      - 4,634,946.157   613,384.051   MT  0.99975820   +0 54 41.9
 MN0633
 MN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1338434946(NAD 83)
 MN0633
 MN0633                          SUPERSEDED SURVEY CONTROL
 MN0633
 MN0633  NAD 83(1993)-  41 51 29.89594(N)    103 38 02.25454(W) AD(       ) 3
 MN0633  NAD 83(1986)-  41 51 29.88856(N)    103 38 02.25790(W) AD(       ) 3
 MN0633  NAD 27      -  41 51 30.00700(N)    103 38 00.46100(W) AD(       ) 3
 MN0633
 MN0633.Superseded values are not recommended for survey control.
 MN0633
 MN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0633.See file dsdata.pdf to determine how the superseded data were derived.
 MN0633
 MN0633_MARKER: 63 = STACK
 MN0633
 MN0633  HISTORY     - Date     Condition        Report By
 MN0633  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0633  HISTORY     - 1944     GOOD             CGS
 MN0633  HISTORY     - 1958     GOOD             CGS
 MN0633  HISTORY     - 1962     GOOD             CGS
 MN0633  HISTORY     - 20040810 GOOD             USPSQD
 MN0633
 MN0633                          STATION DESCRIPTION
 MN0633
 MN0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0633'STATION IS LOCATED AT E EDGE OF SCOTTSBLUFF, 200 YARDS S OF
 MN0633'STATE HIGHWAY 29, AND AT THE SCOTTSBLUFF SUGAR MILL.  THE
 MN0633'STATION IS A 250-FOOT CONCRETE STACK.
 MN0633
 MN0633                          STATION RECOVERY (1958)
 MN0633
 MN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0633'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0633'W.B. IN 1944 EXCEPT THAT THE SUGAR MILL IS LOCATED ON THE
 MN0633'SOUTH SIDE OF U.S. HIGHWAY 26 INSTEAD OF HIGHWAY 29.
 MN0633
 MN0633                          STATION RECOVERY (1962)
 MN0633
 MN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 MN0633'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MN0633
 MN0633                          STATION RECOVERY (2004)
 MN0633
 MN0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0485 ***********************************************************************
 MM0485  DESIGNATION -  SCOTTY
 MM0485  PID         -  MM0485
 MM0485  STATE/COUNTY-  NE/GRANT
 MM0485  COUNTRY     -  US
 MM0485  USGS QUAD   -  PRATT VALLEY (2017)
 MM0485
 MM0485                         *CURRENT SURVEY CONTROL
 MM0485  ______________________________________________________________________
 MM0485* NAD 83(1995) POSITION- 41 56 15.01939(N) 101 38 57.96132(W)   ADJUSTED
 MM0485* NAVD 88 ORTHO HEIGHT -  1245.    (meters)     4085.    (feet) SCALED
 MM0485  ______________________________________________________________________
 MM0485  GEOID HEIGHT    -        -19.510 (meters)                     GEOID18
 MM0485  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 MM0485  HORZ ORDER      -  FIRST
 MM0485
 MM0485.The horizontal coordinates were established by classical geodetic methods
 MM0485.and adjusted by the National Geodetic Survey in August 1997.
 MM0485
 MM0485.The orthometric height was scaled from a topographic map.
 MM0485
 MM0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0485.GEOID18 height accuracy estimate available here.
 MM0485
 MM0485.Click photographs - Photos may exist for this station.
 MM0485
 MM0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0485
 MM0485. The following values were computed from the NAD 83(1995) position.
 MM0485
 MM0485;                    North         East     Units Scale Factor Converg.
 MM0485;SPC NE       -   234,923.069   363,260.652   MT  0.99968692   -1 05 35.1
 MM0485;SPC NE       -   770,743.44  1,191,797.66   sFT  0.99968692   -1 05 35.1
 MM0485;UTM  14      - 4,646,232.761   280,357.151   MT  1.00019367   -1 46 16.9
 MM0485
 MM0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0485!SPC NE       -   0.99980776  x   0.99968692  =   0.99949474
 MM0485!UTM  14      -   0.99980776  x   1.00019367  =   1.00000139
 MM0485
 MM0485:                Primary Azimuth Mark                     Grid Az
 MM0485:SPC NE       -  SCOTTY AZ MK                             173 07 01.1
 MM0485:UTM  14      -  SCOTTY AZ MK                             173 47 42.9
 MM0485
 MM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8035746232(NAD 83)
 MM0485
 MM0485|---------------------------------------------------------------------|
 MM0485| PID    Reference Object                     Distance      Geod. Az  |
 MM0485|                                                           dddmmss.s |
 MM0485| CP8583 SCOTTY AZ MK                                       1720126.0 |
 MM0485| CP8584 SCOTTY RM 1                          16.135 METERS 23457     |
 MM0485| CP8585 SCOTTY RM 2                           9.308 METERS 34640     |
 MM0485|---------------------------------------------------------------------|
 MM0485
 MM0485                          SUPERSEDED SURVEY CONTROL
 MM0485
 MM0485  NAD 83(1986)-  41 56 15.01836(N)    101 38 57.96565(W) AD(       ) 1
 MM0485  NAD 27      -  41 56 15.06500(N)    101 38 56.33600(W) AD(       ) 1
 MM0485
 MM0485.Superseded values are not recommended for survey control.
 MM0485
 MM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0485.See file dsdata.pdf to determine how the superseded data were derived.
 MM0485
 MM0485_MARKER: DS = TRIANGULATION STATION DISK
 MM0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0485_STAMPING: SCOTTY 1946
 MM0485_MARK LOGO: CGS
 MM0485_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0485
 MM0485  HISTORY     - Date     Condition        Report By
 MM0485  HISTORY     - 1946     MONUMENTED       CGS
 MM0485
 MM0485                          STATION DESCRIPTION
 MM0485
 MM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (GAG)
 MM0485'LOCATED ABOUT 7-1/4 MILES SOUTHEAST OF HYANNIS ON THE HIGHEST
 MM0485'POINT OF A PROMINENT SAND DUNE.  IT IS A STANDARD DISK WELDED
 MM0485'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 14 INCHES.  IT
 MM0485'IS STAMPED SCOTTY 1946.
 MM0485'
 MM0485'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN THE STATION.
 MM0485'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 MM0485'THAT PROJECTS 6 INCHES.  IT IS STAMPED SCOTTY NO 1 1946.
 MM0485'
 MM0485'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MM0485'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 MM0485'THAT PROJECTS 8 INCHES.  IT IS STAMPED SCOTTY NO 2 1946.
 MM0485'
 MM0485'THE AZIMUTH MARK IS 75 FEET WEST OF A GATE AND T FENCE INTERSECTION.
 MM0485'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 MM0485'THAT PROJECTS 8 INCHES.  IT IS STAMPED SCOTTY 1946.
 MM0485'
 MM0485'TO REACH THE STATION FROM THE NORTH END OF THE MAIN STREET IN
 MM0485'HYANNIS, GO EAST ON STATE HIGHWAY NO. 2 FOR 1.45 MILES TO A SIDE
 MM0485'ROAD ON THE RIGHT, THEN RIGHT, SOUTH, FOR 4.1 MILES.  THEN LEFT
 MM0485'FORK FOR 0.5 MILE.  THEN RIGHT FORK FOR 2.75 MILES.  THEN
 MM0485'LEFT FORK FOR 0.15 MILE TO AN AUTO GATE.  PASS THROUGH GATE,
 MM0485'CONTINUE FOR 0.55 MILE TO A GATE (JUST AFTER PASSING A FARM
 MM0485'HOUSE ON THE LEFT).  THEN THROUGH GATE, FIRST NORTHWESTERLY
 MM0485'THEN NORTHEASTERLY, FOR 0.4 MILE TO A GATE AND A T FENCE
 MM0485'INTERSECTION AND THE AZIMUTH MARK ON THE LEFT.  THROUGH GATE,
 MM0485'CONTINUE NORTHERLY, FOR 0.25 MILE TO THE HIGHEST POINT AND
 MM0485'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1105 ***********************************************************************
 MK1105  DESIGNATION -  SCRIBNER
 MK1105  PID         -  MK1105
 MK1105  STATE/COUNTY-  NE/DODGE
 MK1105  COUNTRY     -  US
 MK1105  USGS QUAD   -  SCRIBNER (2017)
 MK1105
 MK1105                         *CURRENT SURVEY CONTROL
 MK1105  ______________________________________________________________________
 MK1105* NAD 83(1986) POSITION- 41 39 59.75   (N) 096 40 01.69   (W)   HD_HELD1
 MK1105* NAVD 88 ORTHO HEIGHT -   382.809 (meters)     1255.93  (feet) ADJUSTED
 MK1105  ______________________________________________________________________
 MK1105  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 MK1105  DYNAMIC HEIGHT  -        382.663 (meters)     1255.45  (feet) COMP
 MK1105  MODELED GRAVITY -    980,229.3   (mgal)                       NAVD 88
 MK1105
 MK1105  VERT ORDER      -  SECOND    CLASS 0
 MK1105
 MK1105.The horizontal coordinates were determined by differentially corrected
 MK1105.hand held GPS observations or other comparable positioning techniques
 MK1105.and have an estimated accuracy of +/- 3 meters.
 MK1105
 MK1105.The orthometric height was determined by differential leveling and
 MK1105.adjusted by the NATIONAL GEODETIC SURVEY
 MK1105.in June 1991.
 MK1105
 MK1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1105.GEOID18 height accuracy estimate available here.
 MK1105
 MK1105.Click photographs - Photos may exist for this station.
 MK1105
 MK1105.The dynamic height is computed by dividing the NAVD 88
 MK1105.geopotential number by the normal gravity value computed on the
 MK1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1105.degrees latitude (g = 980.6199 gals.).
 MK1105
 MK1105.The modeled gravity was interpolated from observed gravity values.
 MK1105
 MK1105;                    North         East    Units  Estimated Accuracy
 MK1105;SPC NE       -   208,886.4     777,404.6     MT  (+/- 3 meters HH1 GPS) 
 MK1105
 MK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9421315389(NAD 83)
 MK1105
 MK1105                          SUPERSEDED SURVEY CONTROL
 MK1105
 MK1105  NGVD 29 (??/??/92)  382.669  (m)         1255.47   (f) ADJ UNCH    2 0
 MK1105
 MK1105.Superseded values are not recommended for survey control.
 MK1105
 MK1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1105.See file dsdata.pdf to determine how the superseded data were derived.
 MK1105
 MK1105_MARKER: DB = BENCH MARK DISK
 MK1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1105_SP_SET: TOWER BASE
 MK1105_STAMPING: SCRIBNER 1934
 MK1105_MARK LOGO: CGS
 MK1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1105
 MK1105  HISTORY     - Date     Condition        Report By
 MK1105  HISTORY     - 1934     MONUMENTED       CGS
 MK1105  HISTORY     - 1935     GOOD             CGS
 MK1105  HISTORY     - 1941     GOOD             CGS
 MK1105
 MK1105                          STATION DESCRIPTION
 MK1105
 MK1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1105'IN SCRIBNER.
 MK1105'IN THE WATER TOWER BEHIND THE CITY HALL OF SCRIBNER, AT THE
 MK1105'INTERSECTION OF HOWARD AND MYRTLE STREETS, IN THE MOST NORTHERLY
 MK1105'CORNER OF CONCRETE BASE OF THE NORTHEAST LEG OF WATER TOWER.
 MK1105
 MK1105                          STATION RECOVERY (1941)
 MK1105
 MK1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MK1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0763 ***********************************************************************
 NN0763  DESIGNATION -  SELDEN RESET
 NN0763  PID         -  NN0763
 NN0763  STATE/COUNTY-  NE/ROCK
 NN0763  COUNTRY     -  US
 NN0763  USGS QUAD   -  HAGAN LAKE NW (2017)
 NN0763
 NN0763                         *CURRENT SURVEY CONTROL
 NN0763  ______________________________________________________________________
 NN0763* NAD 83(1995) POSITION- 42 25 51.17742(N) 099 38 13.28524(W)   ADJUSTED
 NN0763* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 NN0763  ______________________________________________________________________
 NN0763  GEOID HEIGHT    -        -22.765 (meters)                     GEOID18
 NN0763  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 NN0763  HORZ ORDER      -  FIRST
 NN0763
 NN0763.The horizontal coordinates were established by classical geodetic methods
 NN0763.and adjusted by the National Geodetic Survey in August 1997.
 NN0763
 NN0763.The orthometric height was scaled from a topographic map.
 NN0763
 NN0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0763.GEOID18 height accuracy estimate available here.
 NN0763
 NN0763.Click photographs - Photos may exist for this station.
 NN0763
 NN0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0763
 NN0763. The following values were computed from the NAD 83(1995) position.
 NN0763
 NN0763;                    North         East     Units Scale Factor Converg.
 NN0763;SPC NE       -   288,469.470   529,862.744   MT  0.99978903   +0 14 26.0
 NN0763;SPC NE       -   946,420.25  1,738,391.35   sFT  0.99978903   +0 14 26.0
 NN0763;UTM  14      - 4,697,814.970   447,600.521   MT  0.99963378   -0 25 47.3
 NN0763
 NN0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0763!SPC NE       -   0.99987682  x   0.99978903  =   0.99966588
 NN0763!UTM  14      -   0.99987682  x   0.99963378  =   0.99951065
 NN0763
 NN0763:                Primary Azimuth Mark                     Grid Az
 NN0763:SPC NE       -  SELDEN AZ MK                             000 38 12.1
 NN0763:UTM  14      -  SELDEN AZ MK                             001 18 25.4
 NN0763
 NN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4760097814(NAD 83)
 NN0763
 NN0763|---------------------------------------------------------------------|
 NN0763| PID    Reference Object                     Distance      Geod. Az  |
 NN0763|                                                           dddmmss.s |
 NN0763| CO4515 SELDEN AZ MK                                       0005238.1 |
 NN0763| NN0781 BASSETT MUNICIPAL TANK              APPROX.19.2 KM 0251707.4 |
 NN0763| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX.18.8 KM 0261252.8 |
 NN0763| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX.18.6 KM 0275620.9 |
 NN0763| CO4516 SELDEN RM 1                          31.635 METERS 04451     |
 NN0763| NN0732 NEWPORT MUNICIPAL TANK              APPROX.31.8 KM 0530716.0 |
 NN0763| CO4517 SELDEN RM 2                          54.888 METERS 16140     |
 NN0763| CO4518 SELDEN RM 3                          11.166 METERS 24732     |
 NN0763| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.23.0 KM 3050444.7 |
 NN0763|---------------------------------------------------------------------|
 NN0763
 NN0763                          SUPERSEDED SURVEY CONTROL
 NN0763
 NN0763  NAD 83(1986)-  42 25 51.18286(N)    099 38 13.29642(W) AD(       ) 1
 NN0763  NAD 27      -  42 25 51.18600(N)    099 38 11.85700(W) AD(       ) 1
 NN0763
 NN0763.Superseded values are not recommended for survey control.
 NN0763
 NN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0763.See file dsdata.pdf to determine how the superseded data were derived.
 NN0763
 NN0763_MARKER: DS = TRIANGULATION STATION DISK
 NN0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0763_STAMPING: SELDEN 1934 1949
 NN0763_MARK LOGO: CGS
 NN0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0763+STABILITY: SURFACE MOTION
 NN0763
 NN0763  HISTORY     - Date     Condition        Report By
 NN0763  HISTORY     - 1934     MONUMENTED       CGS
 NN0763  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NN0763
 NN0763                          STATION DESCRIPTION
 NN0763
 NN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0763'STATION IS LOCATED 0.25 MI. N. OF THE CENTER OF SECTION 3. T.
 NN0763'28 N. R. 20 W.  ON THE HIGHEST POINT OF A PROMINENT HILL 7.5
 NN0763'MI. SSE. OF LONG PINE, ON THE PROPERTY OF W.O. GRIFFITH OF
 NN0763'BASSETT.
 NN0763'
 NN0763'TO REACH FROM A POINT 2.1 MI S. OF BASSETT AT THE JUNCTION OF
 NN0763'HIGHWAYS 20 AND 83 GO S. ON 83 6.9 MI. TO THE JUNCTION OF ROUTE
 NN0763'55, TURN (R) W. ON 55 AND GO 5.0 MI. OR TO A POINT WHERE 55 TURNS
 NN0763'N., TURN (L) S. THROUGH GATE AND GO 0.3 MI. TO SECOND GATE,
 NN0763'CONTINUE S. THROUGH GATE FOLLOW DIM TRAIL ALONG E. SIDE OF FENCE.
 NN0763'CONTINUE SE 0.1 MI. AND PASS THROUGH FENCE ABOUT 300 FT. E. OF
 NN0763'SECTION CORNER.  GO 0.15 MI. S. THEN BEAR TO THE SW. FOR 0.25
 NN0763'MI. TO TOP OF RIDGE AND STATION.  PROJECTS 6 IN.
 NN0763'
 NN0763'R.M. 1 IS ON THE E. EDGE OF SMALL EW. RIDGE, 6 FT. W. OF E. BREAK
 NN0763'OF SLOPE.  PROJECTS 6 IN.
 NN0763'
 NN0763'R.M. 2 IS ON NS. RIDGE, 180 FT. S. OF HIGHEST POINT OF SAID
 NN0763'RIDGE.  PROJECTS 6 IN.
 NN0763'
 NN0763'TO REACH AZIMUTH MARK FROM THE ABOVE MENTIONED POINT WHERE
 NN0763'HIGHWAY 35 TURNS TO THE N. TURN S. THROUGH GATE AND GO 0.3
 NN0763'MI. TO SECOND GATE.  MARK IS IN THE EW. FENCE LINE, 27 FT. E. OF
 NN0763'CENTER LINE OF DIRT ROAD. 45 FT. E. OF NW. CORNER OF FIELD.  MARK
 NN0763'PROJECTS 6 IN.
 NN0763'
 NN0763'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 NN0763
 NN0763                          STATION RECOVERY (1949)
 NN0763
 NN0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0763'THE UNDERGROUND MARK, NOTE 7A, REFERENCE MARK NO 2, NOTE 11A AND
 NN0763'AZIMUTH MARK, NOTE 11A RECOVERED.  THE SURFACE AND UNDERGROUND
 NN0763'MARKS WERE RESET ACCORDING TO NOTES 1A AND 7A.  A NEW REFERENCE
 NN0763'MARK NO 3, NOTE 11A WAS ESTABLISHED.  THE AZIMUTH MARK IS A
 NN0763'REFERENCE MARK DISK NOW STAMPED SEIDEN AZ 1934.  FOLLOWING IS A
 NN0763'NEW AND COMPLETE DESCRIPTION.
 NN0763'
 NN0763'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF LONG
 NN0763'PINE ON THE HIGHEST POINT OF A PROMINENT SAND HILL IN A PASTURE
 NN0763'ABOUT 0.3 MILE SOUTH OF EAST-WEST FENCE LINE.  IT IS SET IN A
 NN0763'BOWL LIKE DEPRESSION ON THE SAND HILL 15 FEET WEST-NORTHWEST OF
 NN0763'WITNESS POST AND STAMPED SELDEN 1934, 1949 AND PROJECTS 2 INCHES.
 NN0763'
 NN0763'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF THE STATION AND ABOUT
 NN0763'2 FEET LOWER IN ELEVATION THAN STATION MARK.  IT IS STAMPED SELDEN
 NN0763'NO 2 1934 AND PROJECTS 1 FOOT.
 NN0763'
 NN0763'REFERENCE MARK NO 3 IS SOUTHWEST OF THE STATION SET ON A SMALL
 NN0763'RIDGE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN STATION MARK.
 NN0763'IT IS STAMPED SELDEN NO 3 1949 AND PROJECTS 3 INCHES.
 NN0763'
 NN0763'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH-NORTHWEST OF THE
 NN0763'STATION, SET ON THE HIGH POINT OF A SMALL SAND HILL, 30 FEET
 NN0763'EAST OF THE CENTER OF NORTH-SOUTH TRACK ROAD AND 4 FEET WEST
 NN0763'OF WITNESS POST.  IT IS STAMPED SELDEN AZ 1934 AND PROJECTS 2
 NN0763'INCHES.
 NN0763'
 NN0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 20
 NN0763'AND STATE ROUTE NO 55 ABOUT 3/4 MILE NORTH OF LONG PINE, GO
 NN0763'EAST ON U.S. HIGHWAY NO 20 FOR 1.7 MILES TO CENTER OF OVERPASS,
 NN0763'CONTINUE EAST ON HIGHWAY FOR 1.8 MILES TO CROSSROAD, TURN RIGHT
 NN0763'AND FOLLOW DIRT ROAD SOUTH FOR 7.6 MILES TO GATE, PASS THROUGH
 NN0763'GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 0.35 MILE TO THE
 NN0763'AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON
 NN0763'TRACK ROAD FOR 0.2 MILE TO GATE, PASS THROUGH GATE AND
 NN0763'CONTINUE SOUTH ON FIELD ROAD ON EAST SIDE OF FENCE LINE FOR
 NN0763'0.45 MILE TO GATE IN FENCE CORNER, PASS THROUGH GATE AND
 NN0763'CONTINUE SOUTH OVER SAND HILLS FOR 0.3 MILE TO THE STATION AS
 NN0763'DESCRIBED.
 NN0763'
 NN0763'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION HOGAN IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION LONG PINE IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION MINNIG IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 50 FEET
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0439 ***********************************************************************
 MM0439  DESIGNATION -  SENECA
 MM0439  PID         -  MM0439
 MM0439  STATE/COUNTY-  NE/THOMAS
 MM0439  COUNTRY     -  US
 MM0439  USGS QUAD   -  SHIMMINS LAKE NE (2017)
 MM0439
 MM0439                         *CURRENT SURVEY CONTROL
 MM0439  ______________________________________________________________________
 MM0439* NAD 83(1995) POSITION- 41 58 54.01384(N) 100 49 28.47804(W)   ADJUSTED
 MM0439* NAVD 88 ORTHO HEIGHT -   997.23  (+/-2cm)     3271.7   (feet) VERTCON
 MM0439  ______________________________________________________________________
 MM0439  GEOID HEIGHT    -        -21.218 (meters)                     GEOID18
 MM0439  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 MM0439  HORZ ORDER      -  FIRST
 MM0439  VERT ORDER      -  THIRD ? (See Below)
 MM0439
 MM0439.The horizontal coordinates were established by classical geodetic methods
 MM0439.and adjusted by the National Geodetic Survey in August 1997.
 MM0439
 MM0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0439
 MM0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0439.GEOID18 height accuracy estimate available here.
 MM0439
 MM0439.The vertical order pertains to the NGVD 29 superseded value.
 MM0439
 MM0439.Click photographs - Photos may exist for this station.
 MM0439
 MM0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0439
 MM0439. The following values were computed from the NAD 83(1995) position.
 MM0439
 MM0439;                    North         East     Units Scale Factor Converg.
 MM0439;SPC NE       -   238,848.469   431,685.560   MT  0.99969302   -0 32 47.2
 MM0439;SPC NE       -   783,622.02  1,416,288.37   sFT  0.99969302   -0 32 47.2
 MM0439;UTM  14      - 4,649,351.258   348,846.761   MT  0.99988114   -1 13 14.4
 MM0439
 MM0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0439!SPC NE       -   0.99984694  x   0.99969302  =   0.99954001
 MM0439!UTM  14      -   0.99984694  x   0.99988114  =   0.99972810
 MM0439
 MM0439:                Primary Azimuth Mark                     Grid Az
 MM0439:SPC NE       -  HACKBERRY                                198 59 47.0
 MM0439:UTM  14      -  HACKBERRY                                199 40 14.2
 MM0439
 MM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4884649351(NAD 83)
 MM0439
 MM0439|---------------------------------------------------------------------|
 MM0439| PID    Reference Object                     Distance      Geod. Az  |
 MM0439|                                                           dddmmss.s |
 MM0439| CN9765 SENECA RM 2                          17.922 METERS 13021     |
 MM0439| MM0440 HACKBERRY                           APPROX.12.9 KM 1982659.8 |
 MM0439| CN9763 SENECA AZ MK                                       2971535.4 |
 MM0439| CN9764 SENECA RM 1                          27.188 METERS 35236     |
 MM0439|---------------------------------------------------------------------|
 MM0439
 MM0439                          SUPERSEDED SURVEY CONTROL
 MM0439
 MM0439  NAD 83(1986)-  41 58 54.01417(N)    100 49 28.48493(W) AD(       ) 1
 MM0439  NAD 27      -  41 58 54.02500(N)    100 49 26.94900(W) AD(       ) 1
 MM0439  NGVD 29             996.89   (m)         3270.6    (f) LEVELING    3  
 MM0439
 MM0439.Superseded values are not recommended for survey control.
 MM0439
 MM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0439.See file dsdata.pdf to determine how the superseded data were derived.
 MM0439
 MM0439_MARKER: DS = TRIANGULATION STATION DISK
 MM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0439_STAMPING: SENECA 1933
 MM0439_MARK LOGO: CGS
 MM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0439+STABILITY: SURFACE MOTION
 MM0439
 MM0439  HISTORY     - Date     Condition        Report By
 MM0439  HISTORY     - 1933     MONUMENTED       CGS
 MM0439
 MM0439                          STATION DESCRIPTION
 MM0439
 MM0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 MM0439'STATION IS ABOUT 4 MILES SOUTH OF SENECA IN NORTHWEST QUARTER
 MM0439'SEC. 8, T. 23 N., R. 30 W., AND ABOUT 1/2 MILE EAST OF MAIN
 MM0439'ROAD LEADING SOUTH FROM SENECA.  REACHED FROM SENECA BY
 MM0439'FOLLOWING EAST 0.2 MILE FROM MAIN CORNER.  TURN SOUTH 4 MILES
 MM0439'TO A POINT JUST OVER TOP OF GRADE (WITH FENCE CORNER ON EAST).
 MM0439'STATION IS 225 PACES EAST AND 103 PACES SOUTH OF THIS FENCE
 MM0439'CORNER, ON HIGHEST POINT OF FLAT-TOPPED KNOLL.
 MM0439'
 MM0439'REFERENCE MARK NO. 1 WEST OF NORTH OF STATION AND ON NORTHERN
 MM0439'EDGE OF KNOLL.
 MM0439'
 MM0439'REFERENCE MARK NO. 2 SOUTHEAST OF STATION ON EDGE OF FLAT-TOPPED
 MM0439'KNOLL.
 MM0439'
 MM0439'AZIMUTH MARK IN FENCE CORNER ON EAST SIDE OF ROAD WHICH RUNS
 MM0439'SOUTH FROM SENECA DIVIDING SECTIONS 7 AND 8.  PROBABLY IN THE
 MM0439'FENCE CORNER OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER
 MM0439'OF SECTION 5.
 MM0439'
 MM0439'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0439'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0439'
 MM0439'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0755 ***********************************************************************
 LG0755  DESIGNATION -  SEWARD
 LG0755  PID         -  LG0755
 LG0755  STATE/COUNTY-  NE/SEWARD
 LG0755  COUNTRY     -  US
 LG0755  USGS QUAD   -  SEWARD (2017)
 LG0755
 LG0755                         *CURRENT SURVEY CONTROL
 LG0755  ______________________________________________________________________
 LG0755* NAD 83(1995) POSITION- 40 55 35.36164(N) 097 06 35.04301(W)   ADJUSTED
 LG0755* NAVD 88 ORTHO HEIGHT -   455.    (meters)     1493.    (feet) SCALED
 LG0755  ______________________________________________________________________
 LG0755  GEOID HEIGHT    -        -26.833 (meters)                     GEOID18
 LG0755  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 LG0755  HORZ ORDER      -  SECOND
 LG0755
 LG0755.The horizontal coordinates were established by classical geodetic methods
 LG0755.and adjusted by the National Geodetic Survey in August 1997.
 LG0755
 LG0755.The orthometric height was scaled from a topographic map.
 LG0755
 LG0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0755.GEOID18 height accuracy estimate available here.
 LG0755
 LG0755.Click photographs - Photos may exist for this station.
 LG0755
 LG0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0755
 LG0755. The following values were computed from the NAD 83(1995) position.
 LG0755
 LG0755;                    North         East     Units Scale Factor Converg.
 LG0755;SPC NE       -   125,437.275   743,326.942   MT  0.99970936   +1 54 55.3
 LG0755;SPC NE       -   411,538.79  2,438,731.81   sFT  0.99970936   +1 54 55.3
 LG0755;UTM  14      - 4,532,316.924   659,154.895   MT  0.99991177   +1 14 18.8
 LG0755
 LG0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0755!SPC NE       -   0.99993281  x   0.99970936  =   0.99964219
 LG0755!UTM  14      -   0.99993281  x   0.99991177  =   0.99984459
 LG0755
 LG0755:                Primary Azimuth Mark                     Grid Az
 LG0755:SPC NE       -  CATTLE                                   014 33 03.9
 LG0755:UTM  14      -  CATTLE                                   015 13 40.4
 LG0755
 LG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5915432316(NAD 83)
 LG0755
 LG0755|---------------------------------------------------------------------|
 LG0755| PID    Reference Object                     Distance      Geod. Az  |
 LG0755|                                                           dddmmss.s |
 LG0755| LG0759 CATTLE                              APPROX. 2.6 KM 0162759.2 |
 LG0755| CN9767 SEWARD RM 1                          19.133 METERS 07300     |
 LG0755| CN9766 SEWARD AZ MK                                       0964025.5 |
 LG0755| CN9768 SEWARD RM 2                          18.596 METERS 34241     |
 LG0755|---------------------------------------------------------------------|
 LG0755
 LG0755                          SUPERSEDED SURVEY CONTROL
 LG0755
 LG0755  NAD 83(1986)-  40 55 35.37064(N)    097 06 35.04250(W) AD(       ) 2
 LG0755  NAD 27      -  40 55 35.33600(N)    097 06 33.91300(W) AD(       ) 2
 LG0755
 LG0755.Superseded values are not recommended for survey control.
 LG0755
 LG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0755.See file dsdata.pdf to determine how the superseded data were derived.
 LG0755
 LG0755_MARKER: DS = TRIANGULATION STATION DISK
 LG0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0755_STAMPING: SEWARD 1947
 LG0755_MARK LOGO: CGS
 LG0755_PROJECTION: FLUSH
 LG0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0755+STABILITY: SURFACE MOTION
 LG0755
 LG0755  HISTORY     - Date     Condition        Report By
 LG0755  HISTORY     - 1947     MONUMENTED       CGS
 LG0755  HISTORY     - 1956     GOOD             CGS
 LG0755
 LG0755                          STATION DESCRIPTION
 LG0755
 LG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0755'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF SEWARD,
 LG0755'ON LAND OWNED BY MR. WALTER GAFF OF SEWARD.  IT IS ABOUT 225
 LG0755'FEET SOUTHWEST OF THE FARM HOUSE SET IN THE NORTH END OF WHEAT
 LG0755'FIELD, 1 FOOT SOUTH OF EAST-WEST FENCE LINE SEPARATING GARDEN
 LG0755'FROM FIELD AND 6 FEET EAST OF WITNESS POST.  IT IS STAMPED
 LG0755'SEWARD 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0755'
 LG0755'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN THE
 LG0755'SOUTHWEST CORNER OF YARD LAWN AND 16.5 FEET NORTH OF EAST-WEST
 LG0755'FENCE LINE.  IT IS STAMPED SEWARD NO 1 1947 AND SET FLUSH WITH
 LG0755'THE GROUND SURFACE.
 LG0755'
 LG0755'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, ON THE
 LG0755'WEST SIDE OF THE GARDEN, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 LG0755'IT IS STAMPED SEWARD NO 2 1947 AND SET FLUSH WITH GROUND SURFACE.
 LG0755'
 LG0755'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 30 FEET
 LG0755'WEST OF THE CENTER OF STATE HIGHWAY 15, 15 FEET NORTH OF CENTER
 LG0755'OF DRIVEWAY, 2 FEET NORTH OF FENCE CORNER AND 1 FOOT EAST OF
 LG0755'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SEWARD 1947 AND PROJECTS
 LG0755'6 INCHES.  TO REACH FROM THE STATION, GO EAST TO STATE HIGHWAY
 LG0755'15, TURN RIGHT AND GO SOUTH 0.1 MILE TO DRIVEWAY ON THE RIGHT AND
 LG0755'MARK JUST NORTH AS DESCRIBED.
 LG0755'
 LG0755'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 LG0755'SEWARD, GO NORTH, WEST AND NORTH ON STATE HIGHWAY 15 FOR 1.5
 LG0755'MILES TO PRIVATE DRIVEWAY LEFT, TURN LEFT AND GO WEST ON DRIVEWAY
 LG0755'FOR 0.4 MILE TO HOUSE AND BARN, TURN LEFT ON FIELD ROAD JUST
 LG0755'EAST OF HOUSE AND GO SOUTH TO FENCE CORNER, TURN RIGHT AND GO
 LG0755'WEST ALONG FENCE LINE TO THE SOUTHWEST CORNER OF YARD AND
 LG0755'STATION AS DESCRIBED.
 LG0755'
 LG0755'A 87 FOOT SIGNAL AT STATION CATTLE 1935 IS VISIBLE AT 37 FEET.
 LG0755'
 LG0755'A 74 FOOT SIGNAL AT STATION TAMORA IS V.G.
 LG0755'
 LG0755'A 74 FOOT SIGNAL AT STATION MIDDLE IS VISIBLE AT 37 FEET.
 LG0755'
 LG0755'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0755
 LG0755                          STATION RECOVERY (1956)
 LG0755
 LG0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LG0755'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0755'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WILL BE
 LG0755'DESTROYED BY ROAD CONSTRUCTION ON STATE HIGHWAY 15.  THE
 LG0755'AZIMUTH MARK WAS MOVED 38 FEET ON LINE TOWARD THE STATION AND
 LG0755'RESET.  THE ORIGINAL DESCRIPTION BY R.L.E. IN 1947 IS ADEQUATE.
 LG0755'
 LG0755'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 71 FEET
 LG0755'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 70 FEET
 LG0755'WEST OF THE CENTER OF STATE HIGHWAY 15, AND 7 FEET NORTH OF A
 LG0755'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0755'STAMPED SEWARD 1947 RESET 1956.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0760 ***********************************************************************
 LG0760  DESIGNATION -  SEWARD COUNTY CTHSE CUPOLA
 LG0760  PID         -  LG0760
 LG0760  STATE/COUNTY-  NE/SEWARD
 LG0760  COUNTRY     -  US
 LG0760  USGS QUAD   -  SEWARD (2017)
 LG0760
 LG0760                         *CURRENT SURVEY CONTROL
 LG0760  ______________________________________________________________________
 LG0760* NAD 83(1995) POSITION- 40 54 26.48581(N) 097 05 54.57457(W)   ADJUSTED
 LG0760  ______________________________________________________________________
 LG0760  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 LG0760  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 LG0760  HORZ ORDER      -  THIRD
 LG0760
 LG0760.The horizontal coordinates were established by classical geodetic methods
 LG0760.and adjusted by the National Geodetic Survey in August 1997.
 LG0760
 LG0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0760.GEOID18 height accuracy estimate available here.
 LG0760
 LG0760.Click photographs - Photos may exist for this station.
 LG0760
 LG0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0760
 LG0760. The following values were computed from the NAD 83(1995) position.
 LG0760
 LG0760;                    North         East     Units Scale Factor Converg.
 LG0760;SPC NE       -   123,346.112   744,344.238   MT  0.99971277   +1 55 22.2
 LG0760;SPC NE       -   404,678.04  2,442,069.39   sFT  0.99971277   +1 55 22.2
 LG0760;UTM  14      - 4,530,213.458   660,147.610   MT  0.99991567   +1 14 43.6
 LG0760
 LG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6014730213(NAD 83)
 LG0760
 LG0760                          SUPERSEDED SURVEY CONTROL
 LG0760
 LG0760  NAD 83(1986)-  40 54 26.49439(N)    097 05 54.57399(W) AD(       ) 3
 LG0760  NAD 27      -  40 54 26.46100(N)    097 05 53.44000(W) AD(       ) 3
 LG0760
 LG0760.Superseded values are not recommended for survey control.
 LG0760
 LG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0760.See file dsdata.pdf to determine how the superseded data were derived.
 LG0760
 LG0760_MARKER: 86 = CUPOLA
 LG0760
 LG0760  HISTORY     - Date     Condition        Report By
 LG0760  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0760  HISTORY     - 1947     GOOD             CGS
 LG0760  HISTORY     - 20020805 GOOD             USPSQD
 LG0760  HISTORY     - 20030814 GOOD             USPSQD
 LG0760
 LG0760                          STATION DESCRIPTION
 LG0760
 LG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0760'POINT OBSERVED UPON WAS THE FLAGPOLE ON TOP OF THE CUPOLA OF THE
 LG0760'SEWARD COUNTY COURT HOUSE, LOCATED IN THE CENTER OF THE SQUARE
 LG0760'IN THE CENTER OF THE TOWN OF SEWARD.  FLAGPOLE IS 150 FEET HIGH.
 LG0760'
 LG0760'DESCRIPTION FOUND ON PAGE 3, VOLUME 101, PROJECT G-299.
 LG0760'
 LG0760'OBSERVED UPON FROM STATIONS CATTLE, EARNEST, BEAVER, SCHERER.
 LG0760
 LG0760                          STATION RECOVERY (1947)
 LG0760
 LG0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0760'THE STATION IS THE SPIRE ON THE TOP OF THE SEWARD COUNTY COURT
 LG0760'HOUSE, LOCATED IN THE CENTER OF THE SQUARE IN THE CENTER OF THE
 LG0760'TOWN OF SEWARD.  IT IS A GREY STONE BUILDING WITH A WHITE PAINTED
 LG0760'DOME ON TOP OF THE CENTER OF THE BUILDING WITH A SPIRE ON TOP OF
 LG0760'THE DOME.  POINT OBSERVED UPON, SPIRE ON TOP OF DOME.
 LG0760'
 LG0760'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0760
 LG0760                          STATION RECOVERY (2002)
 LG0760
 LG0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0760'FOUND GOOD.  COURTHOUSE IS WEST OF 5TH ST. AND EAST OF 6TH ST.  NORTH
 LG0760'OF MAIN ST. AND SOUTH OF SEWARD ST. IN SEWARD.
 LG0760
 LG0760                          STATION RECOVERY (2003)
 LG0760
 LG0760'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0756 ***********************************************************************
 LG0756  DESIGNATION -  SEWARD MUNICIPAL TANK
 LG0756  PID         -  LG0756
 LG0756  STATE/COUNTY-  NE/SEWARD
 LG0756  COUNTRY     -  US
 LG0756  USGS QUAD   -  SEWARD (2017)
 LG0756
 LG0756                         *CURRENT SURVEY CONTROL
 LG0756  ______________________________________________________________________
 LG0756* NAD 83(1995) POSITION- 40 54 32.36294(N) 097 06 02.81052(W)   ADJUSTED
 LG0756  ______________________________________________________________________
 LG0756  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 LG0756  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LG0756  HORZ ORDER      -  THIRD
 LG0756
 LG0756.The horizontal coordinates were established by classical geodetic methods
 LG0756.and adjusted by the National Geodetic Survey in August 1997.
 LG0756
 LG0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0756.GEOID18 height accuracy estimate available here.
 LG0756
 LG0756.Click photographs - Photos may exist for this station.
 LG0756
 LG0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0756
 LG0756. The following values were computed from the NAD 83(1995) position.
 LG0756
 LG0756;                    North         East     Units Scale Factor Converg.
 LG0756;SPC NE       -   123,520.791   744,145.575   MT  0.99971247   +1 55 16.7
 LG0756;SPC NE       -   405,251.13  2,441,417.61   sFT  0.99971247   +1 55 16.7
 LG0756;UTM  14      - 4,530,390.510   659,950.985   MT  0.99991490   +1 14 38.3
 LG0756
 LG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5995030390(NAD 83)
 LG0756
 LG0756                          SUPERSEDED SURVEY CONTROL
 LG0756
 LG0756  NAD 83(1986)-  40 54 32.37151(N)    097 06 02.80986(W) AD(       ) 3
 LG0756  NAD 27      -  40 54 32.33800(N)    097 06 01.68000(W) AD(       ) 3
 LG0756
 LG0756.Superseded values are not recommended for survey control.
 LG0756
 LG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0756.See file dsdata.pdf to determine how the superseded data were derived.
 LG0756
 LG0756_MARKER: 53 = ELEVATED TANK
 LG0756
 LG0756  HISTORY     - Date     Condition        Report By
 LG0756  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0756  HISTORY     - 20020805 GOOD             USPSQD
 LG0756  HISTORY     - 20030814 GOOD             USPSQD
 LG0756
 LG0756                          STATION DESCRIPTION
 LG0756
 LG0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0756'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 LG0756'IN THE NORTHWEST EDGE OF TOWN, 1 BLOCK NORTHWEST OF THE COURT
 LG0756'HOUSE IN THE NORTHWEST ANGLE OF NORTH 7TH STREET AND JACKSON
 LG0756'AVENUE.  IT IS A LARGE 6 LEGGED STEEL STRUCTURE WITH AN OVAL
 LG0756'SHAPED TANK ON TOP.  THE ENTIRE STRUCTURE IS ABOUT 125 FEET HIGH
 LG0756'AND PAINTED ALUMINUM WITH BLACK LETTERING SEWARD PAINTED ON THE
 LG0756'SIDES.
 LG0756
 LG0756                          STATION RECOVERY (2002)
 LG0756
 LG0756'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0756'RECOVERED IN GOOD CONDITION.
 LG0756
 LG0756                          STATION RECOVERY (2003)
 LG0756
 LG0756'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0763 ***********************************************************************
 LG0763  DESIGNATION -  SEWARD ST PAUL EVAN CH SPIRE
 LG0763  PID         -  LG0763
 LG0763  STATE/COUNTY-  NE/SEWARD
 LG0763  COUNTRY     -  US
 LG0763  USGS QUAD   -  MILFORD (2017)
 LG0763
 LG0763                         *CURRENT SURVEY CONTROL
 LG0763  ______________________________________________________________________
 LG0763* NAD 83(1995) POSITION- 40 51 27.38717(N) 097 00 20.99642(W)   ADJUSTED
 LG0763  ______________________________________________________________________
 LG0763  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 LG0763  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 LG0763  HORZ ORDER      -  THIRD
 LG0763
 LG0763.The horizontal coordinates were established by classical geodetic methods
 LG0763.and adjusted by the National Geodetic Survey in August 1997.
 LG0763
 LG0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0763.GEOID18 height accuracy estimate available here.
 LG0763
 LG0763.Click photographs - Photos may exist for this station.
 LG0763
 LG0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0763
 LG0763. The following values were computed from the NAD 83(1995) position.
 LG0763
 LG0763;                    North         East     Units Scale Factor Converg.
 LG0763;SPC NE       -   118,092.260   752,335.620   MT  0.99972213   +1 59 03.2
 LG0763;SPC NE       -   387,441.02  2,468,287.78   sFT  0.99972213   +1 59 03.2
 LG0763;UTM  14      - 4,524,864.215   668,077.927   MT  0.99994772   +1 18 17.5
 LG0763
 LG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6807724864(NAD 83)
 LG0763
 LG0763                          SUPERSEDED SURVEY CONTROL
 LG0763
 LG0763  NAD 83(1986)-  40 51 27.39638(N)    097 00 20.99620(W) AD(       ) 3
 LG0763  NAD 27      -  40 51 27.36900(N)    097 00 19.88800(W) AD(       ) 3
 LG0763
 LG0763.Superseded values are not recommended for survey control.
 LG0763
 LG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0763.See file dsdata.pdf to determine how the superseded data were derived.
 LG0763
 LG0763_MARKER: 90 = CHURCH SPIRE
 LG0763
 LG0763  HISTORY     - Date     Condition        Report By
 LG0763  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0763  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 LG0763
 LG0763                          STATION DESCRIPTION
 LG0763
 LG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0763'THE STATION IS THE SPIRE ON THE ST PAUL EVANGELICAL LUTHERAN
 LG0763'CHURCH, LOCATED ABOUT 6.0 MILES SOUTHEAST OF SEWARD IN THE
 LG0763'SOUTHEAST ANGLE OF CROSSROADS.  IT IS A WHITE FRAME STRUCTURE WITH
 LG0763'A CONE SHAPED CUPOLA AND A SPIRE ON TOP OVER THE WEST AND MAIN
 LG0763'ENTRANCE.  POINT OBSERVED UPON, SPIRE ON TOP OF CUPOLA.
 LG0763
 LG0763                          STATION RECOVERY (2002)
 LG0763
 LG0763'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0763'CHURCH LOCATED AT SE CORNER OF W. 210TH AND SUPERIOR STS 6 MILES SE OF
 LG0763'SEWARD. CONE SHAPED CUPOLA AND SPIRE NO LONGER ON TOP OF CHURCH.
 LG0763'CHURCH IS NOW A MACHINE SHED.  STATION SHOULD BE DELETED FROM DATA
 LG0763'BASE. PICTURE SHOWING ABSENCE OF CUPOLA AND SPIRE TO BE FORWARDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0426 ***********************************************************************
 NO0426  DESIGNATION -  SHANLEY
 NO0426  PID         -  NO0426
 NO0426  STATE/COUNTY-  NE/CHERRY
 NO0426  COUNTRY     -  US
 NO0426  USGS QUAD   -  DUCK LAKE (2017)
 NO0426
 NO0426                         *CURRENT SURVEY CONTROL
 NO0426  ______________________________________________________________________
 NO0426* NAD 83(1995) POSITION- 42 08 24.86811(N) 100 39 53.29480(W)   ADJUSTED
 NO0426* NAVD 88 ORTHO HEIGHT -   981.    (meters)     3218.    (feet) SCALED
 NO0426  ______________________________________________________________________
 NO0426  GEOID HEIGHT    -        -21.524 (meters)                     GEOID18
 NO0426  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 NO0426  HORZ ORDER      -  FIRST
 NO0426
 NO0426.The horizontal coordinates were established by classical geodetic methods
 NO0426.and adjusted by the National Geodetic Survey in August 1997.
 NO0426
 NO0426.The orthometric height was scaled from a topographic map.
 NO0426
 NO0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0426.GEOID18 height accuracy estimate available here.
 NO0426
 NO0426.Click photographs - Photos may exist for this station.
 NO0426
 NO0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0426
 NO0426. The following values were computed from the NAD 83(1995) position.
 NO0426
 NO0426;                    North         East     Units Scale Factor Converg.
 NO0426;SPC NE       -   256,341.901   445,057.516   MT  0.99971984   -0 26 26.0
 NO0426;SPC NE       -   841,015.05  1,460,159.53   sFT  0.99971984   -0 26 26.0
 NO0426;UTM  14      - 4,666,688.448   362,426.067   MT  0.99983288   -1 07 01.8
 NO0426
 NO0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0426!SPC NE       -   0.99984949  x   0.99971984  =   0.99956937
 NO0426!UTM  14      -   0.99984949  x   0.99983288  =   0.99968239
 NO0426
 NO0426:                Primary Azimuth Mark                     Grid Az
 NO0426:SPC NE       -  SHANLEY AZ MK                            123 09 12.5
 NO0426:UTM  14      -  SHANLEY AZ MK                            123 49 48.3
 NO0426
 NO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6242666688(NAD 83)
 NO0426
 NO0426|---------------------------------------------------------------------|
 NO0426| PID    Reference Object                     Distance      Geod. Az  |
 NO0426|                                                           dddmmss.s |
 NO0426| CO4525 SHANLEY AZ MK                                      1224246.5 |
 NO0426| CO4526 SHANLEY RM 1                                       16548     |
 NO0426| CO4527 SHANLEY RM 2                                       22051     |
 NO0426|---------------------------------------------------------------------|
 NO0426
 NO0426                          SUPERSEDED SURVEY CONTROL
 NO0426
 NO0426  NAD 83(1986)-  42 08 24.86866(N)    100 39 53.29916(W) AD(       ) 1
 NO0426  NAD 27      -  42 08 24.87000(N)    100 39 51.79600(W) AD(       ) 1
 NO0426
 NO0426.Superseded values are not recommended for survey control.
 NO0426
 NO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0426.See file dsdata.pdf to determine how the superseded data were derived.
 NO0426
 NO0426_MARKER: DB = BENCH MARK DISK
 NO0426_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0426_STAMPING: SHANLEY 1946
 NO0426_MARK LOGO: USGS
 NO0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0426
 NO0426  HISTORY     - Date     Condition        Report By
 NO0426  HISTORY     - 1946     MONUMENTED       USGS
 NO0426  HISTORY     - 1949     GOOD             CGS
 NO0426
 NO0426                          STATION DESCRIPTION
 NO0426
 NO0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0426'THE STATION IS LOCATED ABOUT 13.5 MILES NORTHWEST OF THEDFORD,
 NO0426'ABOUT 10.0 MILES SOUTH AND 2.0 MILES WEST OF BROWNLEE AND
 NO0426'ABOUT 3.5 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINES.
 NO0426'IT IS IN A SMALL DEPRESSION AT THE TOP OF THE HIGHEST SAND
 NO0426'HILL IN THE VICINITY AND IS 11.2 FEET NORTHWEST OF A WITNESS
 NO0426'POST.  IT IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE
 NO0426'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2.0 FEET
 NO0426'ABOVE THE GROUND AND IS STAMPED SHANLEY 1946.
 NO0426'
 NO0426'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE
 NO0426'HILL ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0426'IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE TOP OF
 NO0426'A 6 INCH SQUARE CONCRETE POST PROJECTING 2.0 FEET ABOVE THE
 NO0426'GROUND AND IS STAMPED SHANLEY NO 1 1946.
 NO0426'
 NO0426'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHWEST SLOPE OF
 NO0426'THE HILL ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 NO0426'IT IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE TOP
 NO0426'OF A 6 INCH SQUARE CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 NO0426'THE GROUND AND IS STAMPED SHANLEY NO 2 1946.
 NO0426'
 NO0426'THE AZIMUTH MARK IS LOCATED ON THE TOP OF A SMALL SAND HILL
 NO0426'ABOUT 100 YARDS WEST OF A WINDMILL AND 1.8 FEET WEST-NORTHWEST OF
 NO0426'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED SHANLEY
 NO0426'1949.
 NO0426'
 NO0426'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO
 NO0426'EAST ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT ON THE
 NO0426'MAIN STREET AND GO NORTH ONE BLOCK TO U.S. HIGHWAY NO. 83
 NO0426'AND STATE ROUTE NO. 2, TURN RIGHT ON U.S. HIGHWAY NO. 83
 NO0426'AND STATE ROUTE NO. 2 AND GO EAST FOR 1.75 MILES TO WHERE
 NO0426'U.S. HIGHWAY NO. 83 TURNS LEFT, TURN LEFT ON U.S. HIGHWAY
 NO0426'NO. 83 AND GO NORTH FOR 12.7 MILES TO A T ROAD LEFT AT A
 NO0426'WINDMILL ON THE LEFT AND S.R. DANEKAS MAIL BOX ON THE RIGHT,
 NO0426'TURN LEFT ACROSS A CATTLE GUARD AND GO WEST ON A SAND ROAD
 NO0426'FOR 0.6 OF A MILE TO A RANCH ON THE RIGHT, PASS THROUGH
 NO0426'RANCH YARD AND CONTINUE WEST FOR 4.3 MILES TO A FORK AT THE
 NO0426'SOUTHEAST CORNER OF A COTTON-WOOD GROVE, TAKE THE LEFT FORK
 NO0426'AND GO 0.6 OF A MILE TO A FORK, TAKE THE LEFT FORK AND
 NO0426'GO SOUTHERLY FOR 1.1 MILES TO A CATTLE GUARD IN A
 NO0426'NORTH-SOUTH FENCE JUST SOUTH OF A T FENCE CORNER, TURN
 NO0426'SHARP RIGHT AND CROSS CATTLE GUARD AND FOLLOW WINDING TRAIL
 NO0426'ROAD SOUTHERLY FOR 2.8 MILES TO A WINDMILL ABOUT 100 YARDS
 NO0426'TO THE RIGHT, CONTINUE ON TRAIL ROAD NORTHWESTERLY FOR ABOUT
 NO0426'0.1 OF A MILE THEN BEAR NORTHERLY TO THE TOP OF A SMALL SAND
 NO0426'HILL AND THE AZIMUTH MARK AS DESCRIBED, HERE PICK WAY
 NO0426'NORTHWESTERLY ACROSS A PASTURE FOR 0.8 OF A MILE TO THE
 NO0426'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0426'
 NO0426'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT 4
 NO0426'FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION ROBINSON 1933 IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 74 FOOT SIGNAL AT STATION HANNA IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 100 FOOT SIGNAL AT STATION CHERRY N BASE IS VISIBLE AT
 NO0426'4 FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0503 ***********************************************************************
 LJ0503  DESIGNATION -  SHARP
 LJ0503  PID         -  LJ0503
 LJ0503  STATE/COUNTY-  NE/DUNDY
 LJ0503  COUNTRY     -  US
 LJ0503  USGS QUAD   -  HAIGLER NW (2017)
 LJ0503
 LJ0503                         *CURRENT SURVEY CONTROL
 LJ0503  ______________________________________________________________________
 LJ0503* NAD 83(1995) POSITION- 40 13 32.56723(N) 101 59 44.08587(W)   ADJUSTED
 LJ0503* NAVD 88 ORTHO HEIGHT -  1067.    (meters)     3501.    (feet) SCALED
 LJ0503  ______________________________________________________________________
 LJ0503  GEOID HEIGHT    -        -22.283 (meters)                     GEOID18
 LJ0503  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 LJ0503  HORZ ORDER      -  FIRST
 LJ0503
 LJ0503.The horizontal coordinates were established by classical geodetic methods
 LJ0503.and adjusted by the National Geodetic Survey in August 1997.
 LJ0503
 LJ0503.The orthometric height was scaled from a topographic map.
 LJ0503
 LJ0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0503.GEOID18 height accuracy estimate available here.
 LJ0503
 LJ0503.Click photographs - Photos may exist for this station.
 LJ0503
 LJ0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0503
 LJ0503. The following values were computed from the NAD 83(1995) position.
 LJ0503
 LJ0503;                    North         East     Units Scale Factor Converg.
 LJ0503;SPC NE       -    45,527.363   330,183.304   MT  0.99990559   -1 19 20.9
 LJ0503;SPC NE       -   149,367.69  1,083,276.39   sFT  0.99990559   -1 19 20.9
 LJ0503;UTM  14      - 4,457,114.662   245,122.660   MT  1.00039976   -1 56 08.1
 LJ0503;UTM  13      - 4,457,140.126   755,629.703   MT  1.00040449   +1 56 28.7
 LJ0503
 LJ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0503!SPC NE       -   0.99983607  x   0.99990559  =   0.99974167
 LJ0503!UTM  14      -   0.99983607  x   1.00039976  =   1.00023576
 LJ0503!UTM  13      -   0.99983607  x   1.00040449  =   1.00024049
 LJ0503
 LJ0503:                Primary Azimuth Mark                     Grid Az
 LJ0503:SPC NE       -  SHARP AZ MK                              058 17 50.5
 LJ0503:UTM  14      -  SHARP AZ MK                              058 54 37.7
 LJ0503:UTM  13      -  SHARP AZ MK                              055 02 00.9
 LJ0503
 LJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK4512257114(NAD 83)
 LJ0503
 LJ0503|---------------------------------------------------------------------|
 LJ0503| PID    Reference Object                     Distance      Geod. Az  |
 LJ0503|                                                           dddmmss.s |
 LJ0503| CP8606 SHARP AZ MK                                        0565829.6 |
 LJ0503| CP8607 SHARP RM 1                           38.862 METERS 12242     |
 LJ0503| CP8608 SHARP RM 2                           59.025 METERS 27525     |
 LJ0503|---------------------------------------------------------------------|
 LJ0503
 LJ0503                          SUPERSEDED SURVEY CONTROL
 LJ0503
 LJ0503  NAD 83(1992)-  40 13 32.56672(N)    101 59 44.08595(W) AD(       ) 1
 LJ0503  NAD 83(1986)-  40 13 32.56584(N)    101 59 44.08580(W) AD(       ) 1
 LJ0503  NAD 27      -  40 13 32.59200(N)    101 59 42.42100(W) AD(       ) 1
 LJ0503
 LJ0503.Superseded values are not recommended for survey control.
 LJ0503
 LJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0503.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0503
 LJ0503_MARKER: DS = TRIANGULATION STATION DISK
 LJ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0503_STAMPING: SHARP 1933
 LJ0503_MARK LOGO: CGS
 LJ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0503+STABILITY: SURFACE MOTION
 LJ0503
 LJ0503  HISTORY     - Date     Condition        Report By
 LJ0503  HISTORY     - 1933     MONUMENTED       CGS
 LJ0503  HISTORY     - 1935     GOOD             CGS
 LJ0503  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LJ0503  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LJ0503
 LJ0503                          STATION DESCRIPTION
 LJ0503
 LJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0503'ABOUT 15 MILES WEST OF NORTH OF HAIGLER, NEBRASKA ON A LARGE
 LJ0503'SAND HILL NEAR CENTER OF SEC. 18, T. 3 N., R. 42 W., ON LAND
 LJ0503'OWNED BY JAMES SHARP.  STATION IS ON HIGHEST POINT OF HILL.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 2 IS WEST OF STATION.
 LJ0503'
 LJ0503'AZIMUTH MARK IS NORTHEAST OF STATION IN FENCE
 LJ0503'LINE ON WEST SIDE OF NORTH-AND-SOUTH ROAD (ROAD DIVIDES
 LJ0503'SECTIONS 18 AND 17) AND ABOUT 3 MILES NORTH OF THE SOUTHEAST
 LJ0503'CORNER OF SECTION 18.
 LJ0503'
 LJ0503'REACHED FROM HAIGLER BY GOING NORTH FROM MAIN STREET 2.2 MILES,
 LJ0503'WEST 0.5 MILE, THENCE NORTH AND NORTHWEST 8.8 MILES TO ROAD
 LJ0503'TURNING WEST IN A SMALL VALLEY.  FOLLOW THIS ROAD, WHICH TURNS
 LJ0503'NORTH AGAIN, 4.3 MILES TO A SECTION CORNER.  STATION IS NORTHWEST
 LJ0503'FROM THIS POINT ON HIGHEST POINT OF SAND HILL.
 LJ0503'
 LJ0503'ALL MARKS PROJECT ABOUT 4 INCHES.
 LJ0503'
 LJ0503'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.3 METER.
 LJ0503
 LJ0503                          STATION RECOVERY (1935)
 LJ0503
 LJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0503'THE STATION IS LOCATED 14-1/2 MILES NORTH AND 2-1/2 MILES WEST
 LJ0503'OF HAIGLER, NEBRASKA, NEAR THE CENTER OF SEC. 18, T. 3 N., R.
 LJ0503'41 W.  (42 WEST WAS GIVEN IN THE ORIGINAL DESCRIPTION.  THIS
 LJ0503'IS ERRONEOUS).  THE STATION IS ON A HIGH SANDHILL, THE
 LJ0503'HIGHEST FOR SEVERAL MILES IN ALL DIRECTIONS, IT IS 2-1/2 MILES
 LJ0503'AIRLINE NORTH BY WEST OF THE RANCH BUILDINGS OF MRS. HARFORD.
 LJ0503'THE STATION HILL IS VISIBLE FROM THE RANCH HOUSE.
 LJ0503'
 LJ0503'THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL,
 LJ0503'AND PROJECTS 12 INCHES.  THE MARK IS IN
 LJ0503'FAIR CONDITION, EXCEPT THAT THE SAND HAS BEEN BLOWN FROM AROUND
 LJ0503'IT, MAKING IT PROJECT MORE THAN WAS ORIGINALLY INTENDED.  IT
 LJ0503'IS STILL SOLIDLY IMBEDDED IN THE GROUND AND IS STAMPED SHARP
 LJ0503'1933.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 1 LIES SOUTHEAST OF THE STATION.
 LJ0503'IT WAS FOUND IN GOOD CONDITION AND THE MEASUREMENT
 LJ0503'FROM STATION TO REFERENCE MARK WAS CHECKED WITHIN 0.11 FOOT
 LJ0503'OF THE ORIGINAL.  IT PROJECTS 8 INCHES AND IS STAMPED SHARP
 LJ0503'1933 - NO. 1.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 2 LIES WEST BY NORTH OF THE STATION--IT
 LJ0503'WAS FOUND IN GOOD CONDITION, BUT
 LJ0503'AFTER SEVERAL MEASUREMENTS THE CLOSEST CHECK ON THE ORIGINAL
 LJ0503'MEASUREMENT THAT IT WAS POSSIBLE TO OBTAIN WAS 0.36 FOOT.
 LJ0503'IT PROJECTS 10 INCHES AND IS STAMPED SHARP 1933 - NO. 2.
 LJ0503'
 LJ0503'THE AZIMUTH MARK LIES NORTHEAST OF THE STATION, 1 FOOT WEST OF
 LJ0503'THE WEST RIGHT-OF-WAY FENCE OF THE SECTION-LINE ROAD BETWEEN
 LJ0503'SECTIONS 18 AND 17 (NOTE BETWEEN SECS. 18 AND 19 AS STATED IN
 LJ0503'THE ORIGINAL DESCRIPTION).  IT IS 45 FEET WEST OF THE CENTERLINE
 LJ0503'OF THE ROAD, AND 240 YARDS NORTH OF A WIRE GATE IN THE EAST
 LJ0503'ROAD RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 10 INCHES, AND IS
 LJ0503'IN GOOD CONDITION, IS
 LJ0503'STAMPED SHARP 1933, AZIMUTH.
 LJ0503'
 LJ0503'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0503
 LJ0503                          STATION RECOVERY (1968)
 LJ0503
 LJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0503'STATION SURFACE MARK FOUND DESTROYED BY EROSION, UNDERGROUND
 LJ0503'MARK APPEARED TO BE TILTED SLIGHTLY.  REFERENCE MARKS NO. 1
 LJ0503'AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 LJ0503'UNDERGROUND MARK WAS PUT BACK IN ITS ORIGINAL POSITION BY
 LJ0503'MEANS OF DUPLICATING THE DISTANCE AND DIRECTION TO THE REFERENCE
 LJ0503'MARKS, THEN THE UNDERGROUND MARK WAS LOWERED FOUR FEET AND A
 LJ0503'NEW SURFACE MARK WAS SET.
 LJ0503'
 LJ0503'TO REACH FROM THE POST OFFICE IN HAIGLER, GO NORTH ON MAIN
 LJ0503'STREET AND GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD LEFT.
 LJ0503'TURN LEFT AND GO WEST FOR 0.45 MILE TO RIGHT CURVE, CONTINUE
 LJ0503'ON MAIN ROAD FOR 9.6 MILES TO A SIDE ROAD LEFT AT A CATTLE
 LJ0503'GUARD.  CONTINUE NORTH ON GRADED ROAD FOR 0.9 MILE TO A
 LJ0503'T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.45 MILE TO POINT
 LJ0503'WHERE MAIN ROAD TURNS NORTH.  TURN RIGHT AND GO NORTH FOR
 LJ0503'0.8 MILE TO END OF GRADED ROAD AND CATTLE GUARD ON LEFT
 LJ0503'LEADING TO THE HARFORD RANCH BUILDINGS.  CONTINUE NORTH ON
 LJ0503'TRACK ROAD FOR 1.3 MILES TO FENCE CORNER AND CATTLE GUARD ON
 LJ0503'LEFT.  CONTINUE NORTH ON TRACK ROAD FOR 0.65 MILE TO TRACK
 LJ0503'ROAD LEFT LEADING TO WIRE GATE.  TURN LEFT AND GO WEST FOR
 LJ0503'0.05 MILE TO WIRE GATE AND AZIMUTH MARK ON RIGHT ABOUT
 LJ0503'300 FEET NORTH OF GATE.  PASS THRU GATE AND GO WEST ON TRACK
 LJ0503'ROAD FOR 0.2 MILE TO WINDMILL.  BEAR RIGHT AND FOLLOW TRACK
 LJ0503'ROAD NORTHWESTERLY TO THE NORTH POINT OF SLOPE OF
 LJ0503'RIDGE.  TURN LEFT AND GO SOUTHERLY ACROSS PASTURE FOR ABOUT
 LJ0503'0.4 MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 LJ0503'
 LJ0503'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LJ0503'POST AND STAMPED SHARP 1933 1968 IS ABOUT FLUSH WITH THE GROUND.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 1 A STANDARD DISK SET IN THE TOP OF A
 LJ0503'SQUARE CONCRETE POST AND STAMPED SHARP NO 1 1933 PROJECTS 4
 LJ0503'INCHES.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 LJ0503'SQUARE CONCRETE POST AND STAMPED SHARP NO 2 1933 PROJECTS
 LJ0503'4 INCHES.
 LJ0503'
 LJ0503'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 LJ0503'CONCRETE POST AND STAMPED SHARP 1933 IS 1 FOOT WEST OF A
 LJ0503'NORTH-SOUTH FENCE, 300 FEET NORTH OF A WIRE GATE AND PROJECTS
 LJ0503'ABOUT 14 INCHES.
 LJ0503'
 LJ0503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 LJ0503'NNW OF HAIGLER
 LJ0503
 LJ0503                          STATION RECOVERY (1969)
 LJ0503
 LJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LJ0503'STATION SURFACE MARK WAS FOUND DESTROYED BY EROSION.  UNDERGROUND
 LJ0503'MARK WAS FOUND TILTED SLIGHTLY.  REFERENCE MARKS NO. 1 AND 2
 LJ0503'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 LJ0503'UNDERGROUND MARK WAS PUT BACK IN ITS ORIGINAL POSITION AND THEN
 LJ0503'LOWERED ABOUT 3-1/2 FEET AND THE SURFACE MARK WAS RESET OVER
 LJ0503'THE UNDERGROUND MARK.  A CHECK WAS MADE OF THE DISTANCE AND
 LJ0503'DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.
 LJ0503'
 LJ0503'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 LJ0503'CONCRETE POST AND STAMPED SHARP 1933 1968 IS NOW FLUSH WITH THE
 LJ0503'GROUND.
 LJ0503'
 LJ0503'THE 1935 LOCATION DESCRIPTION IS ADEQUATE BUT DUE TO ROAD
 LJ0503'CHANGES A NEW TO REACH DESCRIPTION FOLLOWS--
 LJ0503'
 LJ0503'TO REACH FROM THE POST OFFICE IN HAGLER, GO NORTH ON MAIN STREET
 LJ0503'FOR 2.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR
 LJ0503'0.45 MILE TO CURVE RIGHT.  TURN RIGHT AND GO NORTH ON GRADED ROAD
 LJ0503'FOR 9.6 MILES TO A SIDE ROAD LEFT AT A CATTLEGUARD.  CONTINUE
 LJ0503'NORTHERLY 0.9 MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST
 LJ0503'0.45 MILE TO A RIGHT TURN IN ROAD.  TURN RIGHT AND GO NORTH FOR
 LJ0503'0.8 MILE TO A CATTLEGUARD ON LEFT LEADING TO THE HARFORD RANCH
 LJ0503'BUILDINGS.  CONTINUE NORTH ON A SAND ROAD FOR 1.3 MILES TO A
 LJ0503'FENCE CORNER AND CATTLEGUARD.  CONTINUE NORTH ON SAND ROAD
 LJ0503'FOR 0.65 MILE TO A WIRE GATE ON LEFT.  (AZIMUTH MARK IS 100
 LJ0503'YARDS NORTH OF THIS GATE).  TURN LEFT PASS THRU GATE AND GO
 LJ0503'WESTERLY ON SAND ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT JUST
 LJ0503'BEFORE REACHING A WINDMILL.  BEAR RIGHT AROUND THE NORTH SIDE
 LJ0503'OF WIND MILL AND FOLLOW SAND ROAD WESTERLY FOR 0.3 MILE TO NORTH
 LJ0503'SLOPE OF A RIDGE TO THE SOUTH.  TURN LEFT AND GO SOUTHEASTERLY
 LJ0503'FOR ABOUT 0.4 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 LJ0503'
 LJ0503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MI NNW OF
 LJ0503'HAGLER
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0695 ***********************************************************************
 LG0695  DESIGNATION -  SHAW
 LG0695  PID         -  LG0695
 LG0695  STATE/COUNTY-  NE/YORK
 LG0695  COUNTRY     -  US
 LG0695  USGS QUAD   -  BRADSHAW (2017)
 LG0695
 LG0695                         *CURRENT SURVEY CONTROL
 LG0695  ______________________________________________________________________
 LG0695* NAD 83(1995) POSITION- 40 53 43.84768(N) 097 41 14.59571(W)   ADJUSTED
 LG0695* NAVD 88 ORTHO HEIGHT -   513.045 (meters)     1683.22  (feet) ADJUSTED
 LG0695  ______________________________________________________________________
 LG0695  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 LG0695  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LG0695  DYNAMIC HEIGHT  -        512.774 (meters)     1682.33  (feet) COMP
 LG0695  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 LG0695
 LG0695  HORZ ORDER      -  SECOND
 LG0695  VERT ORDER      -  SECOND    CLASS 0
 LG0695
 LG0695.The horizontal coordinates were established by classical geodetic methods
 LG0695.and adjusted by the National Geodetic Survey in August 1997.
 LG0695
 LG0695.The orthometric height was determined by differential leveling and
 LG0695.adjusted by the NATIONAL GEODETIC SURVEY
 LG0695.in June 1991.
 LG0695
 LG0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0695.GEOID18 height accuracy estimate available here.
 LG0695
 LG0695.Click photographs - Photos may exist for this station.
 LG0695
 LG0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0695
 LG0695.The dynamic height is computed by dividing the NAVD 88
 LG0695.geopotential number by the normal gravity value computed on the
 LG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0695.degrees latitude (g = 980.6199 gals.).
 LG0695
 LG0695.The modeled gravity was interpolated from observed gravity values.
 LG0695
 LG0695. The following values were computed from the NAD 83(1995) position.
 LG0695
 LG0695;                    North         East     Units Scale Factor Converg.
 LG0695;SPC NE       -   120,536.208   694,800.222   MT  0.99971493   +1 31 57.2
 LG0695;SPC NE       -   395,459.21  2,279,523.73   sFT  0.99971493   +1 31 57.2
 LG0695;UTM  14      - 4,527,987.396   610,568.254   MT  0.99975047   +0 51 33.9
 LG0695
 LG0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0695!SPC NE       -   0.99992363  x   0.99971493  =   0.99963858
 LG0695!UTM  14      -   0.99992363  x   0.99975047  =   0.99967412
 LG0695
 LG0695:                Primary Azimuth Mark                     Grid Az
 LG0695:SPC NE       -  BRAD                                     340 04 50.0
 LG0695:UTM  14      -  BRAD                                     340 45 13.3
 LG0695
 LG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1056827987(NAD 83)
 LG0695
 LG0695|---------------------------------------------------------------------|
 LG0695| PID    Reference Object                     Distance      Geod. Az  |
 LG0695|                                                           dddmmss.s |
 LG0695| CN9776 SHAW RM 3                            44.595 METERS 05538     |
 LG0695| LG0904 YORK MUNICIPAL TANK                 APPROX. 9.2 KM 1074938.7 |
 LG0695| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 6.0 KM 1252652.9 |
 LG0695| LG0693 SHAW AZ MK                                         1783754.9 |
 LG0695| LG0694 SHAW RM 1                            31.126 METERS 18502     |
 LG0695| LG0923 BRADSHAW COOP GRAIN ELEVATOR        APPROX. 5.2 KM 2525748.7 |
 LG0695| LG0921 BRAD                                APPROX. 1.4 KM 3413647.2 |
 LG0695| LG0696 SHAW RM 2                            27.770 METERS 35436     |
 LG0695|---------------------------------------------------------------------|
 LG0695
 LG0695                          SUPERSEDED SURVEY CONTROL
 LG0695
 LG0695  NAD 83(1986)-  40 53 43.85591(N)    097 41 14.59704(W) AD(       ) 2
 LG0695  NAD 27      -  40 53 43.81680(N)    097 41 13.39530(W) AD(       ) 2
 LG0695  NGVD 29 (??/??/92)  512.843  (m)         1682.55   (f) ADJ UNCH    2 0
 LG0695
 LG0695.Superseded values are not recommended for survey control.
 LG0695
 LG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0695.See file dsdata.pdf to determine how the superseded data were derived.
 LG0695
 LG0695_MARKER: DS = TRIANGULATION STATION DISK
 LG0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0695_STAMPING: SHAW 1961
 LG0695_MARK LOGO: CGS
 LG0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0695+STABILITY: SURFACE MOTION
 LG0695
 LG0695  HISTORY     - Date     Condition        Report By
 LG0695  HISTORY     - 1961     MONUMENTED       CGS
 LG0695
 LG0695                          STATION DESCRIPTION
 LG0695
 LG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0695'6.4 MI NW FROM YORK.
 LG0695'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0695'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0695'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34
 LG0695'AND STATE HIGHWAY 2, THENCE 0.55 MILE NORTH ALONG A OIL ROAD
 LG0695'TO THE U.S. GOVERMENT PROPERTY AT MISSILE SITE 551-7, 60 FEET
 LG0695'SOUTHEAST OF THE SOUTH ONE OF THREE WOOD FENCE POST IN THE
 LG0695'NORTH-SOUTH FENCE, 9 FEET EAST OF THE WEST PROPERTY FENCE
 LG0695'SURROUNDING THE MISSILE SITE, 10.6 FEET NORTHEAST OF A METAL
 LG0695'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 LG0695'PROJECTING 4-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0758 ***********************************************************************
 NN0758  DESIGNATION -  SHAW
 NN0758  PID         -  NN0758
 NN0758  STATE/COUNTY-  NE/ROCK
 NN0758  COUNTRY     -  US
 NN0758  USGS QUAD   -  STOCKDALE LAKE (2017)
 NN0758
 NN0758                         *CURRENT SURVEY CONTROL
 NN0758  ______________________________________________________________________
 NN0758* NAD 83(1995) POSITION- 42 16 51.83969(N) 099 22 40.20164(W)   ADJUSTED
 NN0758* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 NN0758  ______________________________________________________________________
 NN0758  GEOID HEIGHT    -        -22.936 (meters)                     GEOID18
 NN0758  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 NN0758  HORZ ORDER      -  SECOND
 NN0758
 NN0758.The horizontal coordinates were established by classical geodetic methods
 NN0758.and adjusted by the National Geodetic Survey in August 1997.
 NN0758
 NN0758.The orthometric height was scaled from a topographic map.
 NN0758
 NN0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0758.GEOID18 height accuracy estimate available here.
 NN0758
 NN0758.Click photographs - Photos may exist for this station.
 NN0758
 NN0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0758
 NN0758. The following values were computed from the NAD 83(1995) position.
 NN0758
 NN0758;                    North         East     Units Scale Factor Converg.
 NN0758;SPC NE       -   271,953.637   551,306.219   MT  0.99975012   +0 24 44.3
 NN0758;SPC NE       -   892,234.56  1,808,743.82   sFT  0.99975012   +0 24 44.3
 NN0758;UTM  14      - 4,681,052.599   468,846.761   MT  0.99961194   -0 15 15.1
 NN0758
 NN0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0758!SPC NE       -   0.99988171  x   0.99975012  =   0.99963186
 NN0758!UTM  14      -   0.99988171  x   0.99961194  =   0.99949370
 NN0758
 NN0758:                Primary Azimuth Mark                     Grid Az
 NN0758:SPC NE       -  SHAW AZ MK                               010 53 04.6
 NN0758:UTM  14      -  SHAW AZ MK                               011 33 04.0
 NN0758
 NN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6884681052(NAD 83)
 NN0758
 NN0758|---------------------------------------------------------------------|
 NN0758| PID    Reference Object                     Distance      Geod. Az  |
 NN0758|                                                           dddmmss.s |
 NN0758| CO4528 SHAW AZ MK                                         0111748.9 |
 NN0758| CO4529 SHAW RM 1                            14.280 METERS 09434     |
 NN0758| CO4530 SHAW RM 2                            15.972 METERS 17720     |
 NN0758|---------------------------------------------------------------------|
 NN0758
 NN0758                          SUPERSEDED SURVEY CONTROL
 NN0758
 NN0758  NAD 83(1986)-  42 16 51.84493(N)    099 22 40.21297(W) AD(       ) 2
 NN0758  NAD 27      -  42 16 51.84200(N)    099 22 38.80800(W) AD(       ) 2
 NN0758
 NN0758.Superseded values are not recommended for survey control.
 NN0758
 NN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0758.See file dsdata.pdf to determine how the superseded data were derived.
 NN0758
 NN0758_MARKER: DS = TRIANGULATION STATION DISK
 NN0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0758_STAMPING: SHAW 1949
 NN0758_MARK LOGO: CGS
 NN0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0758+STABILITY: SURFACE MOTION
 NN0758
 NN0758  HISTORY     - Date     Condition        Report By
 NN0758  HISTORY     - 1949     MONUMENTED       CGS
 NN0758
 NN0758                          STATION DESCRIPTION
 NN0758
 NN0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0758'THE STATION IS LOCATED ABOUT 21.5 MILES SOUTH AND 2.5 MILES
 NN0758'WEST OF NEWPORT, 9 MILES NORTH AND 4.25 MILES EAST OF ROSE
 NN0758'POST OFFICE, AND 6.2 FEET EAST OF A WITNESS POST.  IT IS NEAR
 NN0758'THE NORTH EDGE OF A PROMINENT FLAT-TOPPED SAND HILL.  IT
 NN0758'PROJECTS 4 INCHES AND IS STAMPED, SHAW 1949.
 NN0758'
 NN0758'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NN0758'STATION.  IT PROJECTS 8 INCHES AND IS STAMPED, SHAW NO 1 1949.
 NN0758'
 NN0758'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 NN0758'STATION.  IT PROJECTS 6 INCHES AND IS STAMPED, SHAW NO 2 1949.
 NN0758'
 NN0758'AZIMUTH MARK IS ON THE SOUTH SLOPE OF A SAND HILL, 0.1 MILE
 NN0758'WEST OF A WIRE GATE AND TRACK ROAD, 100 FEET WEST OF A NARROW
 NN0758'GATE WITH TWO TALL GATE POSTS, 4.0 FEET WEST OF A WITNESS
 NN0758'POST, AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES
 NN0758'AND IS STAMPED, AZIMUTH SHAW 1949.
 NN0758'
 NN0758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 NN0758'20 AND NO. 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON
 NN0758'U.S. HIGHWAY NO. 183 FOR 8.3 MILES TO A CROSSROAD, AND A
 NN0758'CONCRETE-BLOCK HOUSE ON THE LEFT, CONTINUE SOUTH ON HIGHWAY
 NN0758'FOR 10.85 MILES TO A CONCRETE-BLOCK SCHOOL HOUSE ON THE
 NN0758'RIGHT, CONTINUE SOUTH, EAST AND SOUTH ON HIGHWAY FOR 2.05
 NN0758'MILES TO A T-ROAD LEFT, TURN LEFT AND GO EAST ON SAND ROAD
 NN0758'FOR 5.75 MILES TO A SCHOOL HOUSE ON THE LEFT AND A WIRE GATE
 NN0758'ON THE RIGHT, TURN RIGHT THROUGH WIRE GATE AND GO SOUTH
 NN0758'SOUTH-WEST ON TRACK ROAD FOR 0.55 MILE TO A WIRE GATE,
 NN0758'AZIMUTH MARK IS 0.1 MILE TO THE RIGHT, WEST, IN FENCE LINE,
 NN0758'GO THROUGH WIRE GATE AND CONTINUE SOUTH ON TRACK ROAD FOR
 NN0758'0.55 MILE TO A WINDMILL ON THE LEFT, CONTINUE SOUTH
 NN0758'SOUTHEAST ON TRACK ROAD FOR 0.75 MILE, TURN RIGHT AND GO
 NN0758'WEST FOR 0.1 MILE TO THE TOP OF A PROMINENT SAND HILL
 NN0758'AND THE STATION.
 NN0758'
 NN0758'A 4 FOOT SIGNAL AT ROSE HILL AND TWIN ARE VISIBLE AT 4 FEET.
 NN0758'
 NN0758'A 74 FOOT SIGNAL AT DUFF 1934, BLAINE 1934, AND BROWN ARE
 NN0758'VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0693 ***********************************************************************
 LG0693  DESIGNATION -  SHAW AZ MK
 LG0693  PID         -  LG0693
 LG0693  STATE/COUNTY-  NE/YORK
 LG0693  COUNTRY     -  US
 LG0693  USGS QUAD   -  BRADSHAW (2017)
 LG0693
 LG0693                         *CURRENT SURVEY CONTROL
 LG0693  ______________________________________________________________________
 LG0693* NAD 83(1986) POSITION- 40 53 15.     (N) 097 41 13.     (W)   SCALED
 LG0693* NAVD 88 ORTHO HEIGHT -   513.111 (meters)     1683.43  (feet) ADJUSTED
 LG0693  ______________________________________________________________________
 LG0693  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 LG0693  DYNAMIC HEIGHT  -        512.840 (meters)     1682.54  (feet) COMP
 LG0693  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LG0693
 LG0693  VERT ORDER      -  SECOND    CLASS 0
 LG0693
 LG0693.The horizontal coordinates were scaled from a map and have
 LG0693.an estimated accuracy of +/- 6 seconds.
 LG0693
 LG0693.The orthometric height was determined by differential leveling and
 LG0693.adjusted by the NATIONAL GEODETIC SURVEY
 LG0693.in June 1991.
 LG0693
 LG0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0693.GEOID18 height accuracy estimate available here.
 LG0693
 LG0693.Click photographs - Photos may exist for this station.
 LG0693
 LG0693.The dynamic height is computed by dividing the NAVD 88
 LG0693.geopotential number by the normal gravity value computed on the
 LG0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0693.degrees latitude (g = 980.6199 gals.).
 LG0693
 LG0693.The modeled gravity was interpolated from observed gravity values.
 LG0693
 LG0693;                    North         East    Units  Estimated Accuracy
 LG0693;SPC NE       -   119,650.      694,860.      MT  (+/- 180 meters Scaled)
 LG0693
 LG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL106270(NAD 83)
 LG0693
 LG0693                          SUPERSEDED SURVEY CONTROL
 LG0693
 LG0693  NGVD 29 (??/??/92)  512.910  (m)         1682.77   (f) ADJ UNCH    2 0
 LG0693
 LG0693.Superseded values are not recommended for survey control.
 LG0693
 LG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0693.See file dsdata.pdf to determine how the superseded data were derived.
 LG0693
 LG0693_MARKER: DZ = AZIMUTH MARK DISK
 LG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0693_STAMPING: SHAW 1961
 LG0693_MARK LOGO: CGS
 LG0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0693+STABILITY: SURFACE MOTION
 LG0693
 LG0693  HISTORY     - Date     Condition        Report By
 LG0693  HISTORY     - 1961     MONUMENTED       CGS
 LG0693
 LG0693                          STATION DESCRIPTION
 LG0693
 LG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0693'5.9 MI W FROM YORK.
 LG0693'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0693'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0693'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34 AND
 LG0693'STATE HIGHWAY 2, THENCE 0.05 MILE NORTH ALONG A OIL ROAD LEADING
 LG0693'TO SITE 7, 49 FEET EAST OF THE CENTER LINE OF ROAD, 2.5 FEET
 LG0693'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A METAL WITNESS
 LG0693'POST WITH A SIGN, 0.7 FOOT WEST OF A NORTH-SOUTH FENCE, SET
 LG0693'IN TOP OF A SQUARE CONCRETE POST PROJECTING 1-INCH ABOVE THE
 LG0693'GROUND AND ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0694 ***********************************************************************
 LG0694  DESIGNATION -  SHAW RM 1
 LG0694  PID         -  LG0694
 LG0694  STATE/COUNTY-  NE/YORK
 LG0694  COUNTRY     -  US
 LG0694  USGS QUAD   -  BRADSHAW (2017)
 LG0694
 LG0694                         *CURRENT SURVEY CONTROL
 LG0694  ______________________________________________________________________
 LG0694* NAD 83(1986) POSITION- 40 53 42.84   (N) 097 41 14.71   (W)   HD_HELD1
 LG0694* NAVD 88 ORTHO HEIGHT -   512.761 (meters)     1682.28  (feet) ADJUSTED
 LG0694  ______________________________________________________________________
 LG0694  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 LG0694  DYNAMIC HEIGHT  -        512.490 (meters)     1681.39  (feet) COMP
 LG0694  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LG0694
 LG0694  VERT ORDER      -  SECOND    CLASS 0
 LG0694
 LG0694.The horizontal coordinates were determined by differentially corrected
 LG0694.hand held GPS observations or other comparable positioning techniques
 LG0694.and have an estimated accuracy of +/- 3 meters.
 LG0694
 LG0694.The orthometric height was determined by differential leveling and
 LG0694.adjusted by the NATIONAL GEODETIC SURVEY
 LG0694.in June 1991.
 LG0694
 LG0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0694.GEOID18 height accuracy estimate available here.
 LG0694
 LG0694.Click photographs - Photos may exist for this station.
 LG0694
 LG0694.The dynamic height is computed by dividing the NAVD 88
 LG0694.geopotential number by the normal gravity value computed on the
 LG0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0694.degrees latitude (g = 980.6199 gals.).
 LG0694
 LG0694.The modeled gravity was interpolated from observed gravity values.
 LG0694
 LG0694;                    North         East    Units  Estimated Accuracy
 LG0694;SPC NE       -   120,505.1     694,798.4     MT  (+/- 3 meters HH1 GPS) 
 LG0694
 LG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1056627956(NAD 83)
 LG0694
 LG0694                          SUPERSEDED SURVEY CONTROL
 LG0694
 LG0694  NGVD 29 (??/??/92)  512.559  (m)         1681.62   (f) ADJ UNCH    2 0
 LG0694
 LG0694.Superseded values are not recommended for survey control.
 LG0694
 LG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0694.See file dsdata.pdf to determine how the superseded data were derived.
 LG0694
 LG0694_MARKER: DR = REFERENCE MARK DISK
 LG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0694_STAMPING: SHAW NO 1 1961
 LG0694_MARK LOGO: CGS
 LG0694_PROJECTION: FLUSH
 LG0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0694+STABILITY: SURFACE MOTION
 LG0694
 LG0694  HISTORY     - Date     Condition        Report By
 LG0694  HISTORY     - 1961     MONUMENTED       CGS
 LG0694
 LG0694                          STATION DESCRIPTION
 LG0694
 LG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0694'6.4 MI NW FROM YORK.
 LG0694'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0694'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0694'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34
 LG0694'AND STATE HIGHWAY 2, THENCE 0.55 MILE NORTH ALONG A OIL ROAD TO
 LG0694'THE U.S. GOVERNMENT PROPERTY AT MISSILE SITE 551-7, 102.12 FEET
 LG0694'SOUTH OF STATION, 1-FOOT EAST OF THE NORTH-SOUTH FENCE, SET IN
 LG0694'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 LG0694'ABOUT THE SAME ELEVATION AS THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0696 ***********************************************************************
 LG0696  DESIGNATION -  SHAW RM 2
 LG0696  PID         -  LG0696
 LG0696  STATE/COUNTY-  NE/YORK
 LG0696  COUNTRY     -  US
 LG0696  USGS QUAD   -  BRADSHAW (2017)
 LG0696
 LG0696                         *CURRENT SURVEY CONTROL
 LG0696  ______________________________________________________________________
 LG0696* NAD 83(1986) POSITION- 40 53 44.74   (N) 097 41 14.71   (W)   HD_HELD1
 LG0696* NAVD 88 ORTHO HEIGHT -   513.205 (meters)     1683.74  (feet) ADJUSTED
 LG0696  ______________________________________________________________________
 LG0696  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 LG0696  DYNAMIC HEIGHT  -        512.933 (meters)     1682.85  (feet) COMP
 LG0696  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LG0696
 LG0696  VERT ORDER      -  SECOND    CLASS 0
 LG0696
 LG0696.The horizontal coordinates were determined by differentially corrected
 LG0696.hand held GPS observations or other comparable positioning techniques
 LG0696.and have an estimated accuracy of +/- 3 meters.
 LG0696
 LG0696.The orthometric height was determined by differential leveling and
 LG0696.adjusted by the NATIONAL GEODETIC SURVEY
 LG0696.in June 1991.
 LG0696
 LG0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0696.GEOID18 height accuracy estimate available here.
 LG0696
 LG0696.Click photographs - Photos may exist for this station.
 LG0696
 LG0696.The dynamic height is computed by dividing the NAVD 88
 LG0696.geopotential number by the normal gravity value computed on the
 LG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0696.degrees latitude (g = 980.6199 gals.).
 LG0696
 LG0696.The modeled gravity was interpolated from observed gravity values.
 LG0696
 LG0696;                    North         East    Units  Estimated Accuracy
 LG0696;SPC NE       -   120,563.6     694,796.8     MT  (+/- 3 meters HH1 GPS) 
 LG0696
 LG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1056528014(NAD 83)
 LG0696
 LG0696                          SUPERSEDED SURVEY CONTROL
 LG0696
 LG0696  NGVD 29 (??/??/92)  513.002  (m)         1683.07   (f) ADJ UNCH    2 0
 LG0696
 LG0696.Superseded values are not recommended for survey control.
 LG0696
 LG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0696.See file dsdata.pdf to determine how the superseded data were derived.
 LG0696
 LG0696_MARKER: DR = REFERENCE MARK DISK
 LG0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0696_STAMPING: SHAW NO 2 1961
 LG0696_MARK LOGO: CGS
 LG0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0696+STABILITY: SURFACE MOTION
 LG0696
 LG0696  HISTORY     - Date     Condition        Report By
 LG0696  HISTORY     - 1961     MONUMENTED       CGS
 LG0696
 LG0696                          STATION DESCRIPTION
 LG0696
 LG0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0696'6.4 MI NW FROM YORK.
 LG0696'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0696'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0696'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34
 LG0696'AND STATE HIGHWAY 2, THENCE 0.55 MILE NORTH ALONG A OIL ROAD
 LG0696'TO THE U.S. GOVERMENT PROPERTY AT MISSILE SITE 551-7, 91.11
 LG0696'FEET NORTH OF STATION, 13 FEET NORTH OF THE NORTH ONE OF THREE
 LG0696'WOOD FENCE POST IN THE NORTH-SOUTH FENCE, SET IN TOP OF A SQUARE
 LG0696'CONCRETE POST PROJECTING 1-INCH ABOVE THE GROUND AND ABOUT THE
 LG0696'SAME ELEVATION AS THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1893 ***********************************************************************
 MK1893  DESIGNATION -  SHELBY
 MK1893  PID         -  MK1893
 MK1893  STATE/COUNTY-  NE/POLK
 MK1893  COUNTRY     -  US
 MK1893  USGS QUAD   -  SHELBY (2017)
 MK1893
 MK1893                         *CURRENT SURVEY CONTROL
 MK1893  ______________________________________________________________________
 MK1893* NAD 83(1995) POSITION- 41 11 30.47203(N) 097 26 25.72976(W)   ADJUSTED
 MK1893* NAVD 88 ORTHO HEIGHT -   502.    (meters)     1647.    (feet) SCALED
 MK1893  ______________________________________________________________________
 MK1893  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 MK1893  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 MK1893  HORZ ORDER      -  THIRD
 MK1893
 MK1893.The horizontal coordinates were established by classical geodetic methods
 MK1893.and adjusted by the National Geodetic Survey in August 1997.
 MK1893
 MK1893.The orthometric height was scaled from a topographic map.
 MK1893
 MK1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1893.GEOID18 height accuracy estimate available here.
 MK1893
 MK1893.Click photographs - Photos may exist for this station.
 MK1893
 MK1893.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1893
 MK1893. The following values were computed from the NAD 83(1995) position.
 MK1893
 MK1893;                    North         East     Units Scale Factor Converg.
 MK1893;SPC NE       -   154,001.466   714,618.739   MT  0.99967353   +1 41 46.3
 MK1893;SPC NE       -   505,253.14  2,344,544.98   sFT  0.99967353   +1 41 46.3
 MK1893;UTM  14      - 4,561,221.106   630,779.212   MT  0.99981049   +1 01 38.0
 MK1893
 MK1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1893!SPC NE       -   0.99992528  x   0.99967353  =   0.99959883
 MK1893!UTM  14      -   0.99992528  x   0.99981049  =   0.99973578
 MK1893
 MK1893:                Primary Azimuth Mark                     Grid Az
 MK1893:SPC NE       -  SHELBY AZ MK                             085 42 35.6
 MK1893:UTM  14      -  SHELBY AZ MK                             086 22 43.9
 MK1893
 MK1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3077961221(NAD 83)
 MK1893
 MK1893|---------------------------------------------------------------------|
 MK1893| PID    Reference Object                     Distance      Geod. Az  |
 MK1893|                                                           dddmmss.s |
 MK1893| CN9778 SHELBY RM 1                          29.390 METERS 00211     |
 MK1893| MK1891 SHELBY MUNICIPAL TANK               APPROX. 1.2 KM 0742121.8 |
 MK1893| CN9777 SHELBY AZ MK                                       0872421.9 |
 MK1893| CN9779 SHELBY RM 2                          17.635 METERS 09042     |
 MK1893| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX. 9.0 KM 2622132.4 |
 MK1893|---------------------------------------------------------------------|
 MK1893
 MK1893                          SUPERSEDED SURVEY CONTROL
 MK1893
 MK1893  NAD 83(1986)-  41 11 30.48125(N)    097 26 25.73214(W) AD(       ) 3
 MK1893  NAD 27      -  41 11 30.42500(N)    097 26 24.55600(W) AD(       ) 3
 MK1893
 MK1893.Superseded values are not recommended for survey control.
 MK1893
 MK1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1893.See file dsdata.pdf to determine how the superseded data were derived.
 MK1893
 MK1893_MARKER: DS = TRIANGULATION STATION DISK
 MK1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1893_STAMPING: SHELBY 1950
 MK1893_MARK LOGO: CGS
 MK1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1893+STABILITY: SURFACE MOTION
 MK1893
 MK1893  HISTORY     - Date     Condition        Report By
 MK1893  HISTORY     - 1950     MONUMENTED       CGS
 MK1893
 MK1893                          STATION DESCRIPTION
 MK1893
 MK1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1893'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF OSCEOLA
 MK1893'AND 3/4 MILE WEST OF SHELBY ON THE SOUTH RIGHT-OF-WAY OF U.S.
 MK1893'HIGHWAYS 81 AND 30A.  IT IS 47.6 FEET SOUTH OF THE CENTERLINE
 MK1893'OF THE HIGHWAY, 9 FEET NORTHWEST OF A WITNESS POST AND 2.5 FEET
 MK1893'NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS 6 INCHES
 MK1893'AND THE DISK IS STAMPED SHELBY 1950.
 MK1893'
 MK1893'REFERENCE MARK NO. 1 IS 52 FEET EAST OF A TELEPHONE POLE, 49 FEET
 MK1893'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTHWEST OF
 MK1893'A CORNER POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MK1893'STAMPED SHELBY NO. 1 1950.
 MK1893'
 MK1893'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 MK1893'HIGHWAY, AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6
 MK1893'INCHES AND THE DISK IS STAMPED SHELBY NO 2 1950.
 MK1893'
 MK1893'THE AZIMUTH MARK IS 49 FEET NORTH OF THE CENTERLINE OF THE
 MK1893'HIGHWAY, 2 FEET SOUTH OF A FENCE AND 1.5 FEET SOUTHWEST OF A
 MK1893'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MK1893'SHELBY 1950.
 MK1893'
 MK1893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND
 MK1893'U.S. HIGHWAYS 81 AND 30A AT THE SOUTH EDGE OF SHELBY, GO WEST FOR
 MK1893'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.
 MK1893'CONTINUE ON WEST FOR 0.55 MILE TO THE STATION ON THE LEFT JUST
 MK1893'BEFORE REACHING A FARM HOUSE.
 MK1893'
 MK1893'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1892 ***********************************************************************
 MK1892  DESIGNATION -  SHELBY CATHOLIC CH DOME
 MK1892  PID         -  MK1892
 MK1892  STATE/COUNTY-  NE/POLK
 MK1892  COUNTRY     -  US
 MK1892  USGS QUAD   -  SHELBY (2017)
 MK1892
 MK1892                         *CURRENT SURVEY CONTROL
 MK1892  ______________________________________________________________________
 MK1892* NAD 83(1995) POSITION- 41 11 25.51423(N) 097 25 30.45734(W)   ADJUSTED
 MK1892  ______________________________________________________________________
 MK1892  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 MK1892  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 MK1892  HORZ ORDER      -  THIRD
 MK1892
 MK1892.The horizontal coordinates were established by classical geodetic methods
 MK1892.and adjusted by the National Geodetic Survey in August 1997.
 MK1892
 MK1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1892.GEOID18 height accuracy estimate available here.
 MK1892
 MK1892.Click photographs - Photos may exist for this station.
 MK1892
 MK1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1892
 MK1892. The following values were computed from the NAD 83(1995) position.
 MK1892
 MK1892;                    North         East     Units Scale Factor Converg.
 MK1892;SPC NE       -   153,886.866   715,910.318   MT  0.99967367   +1 42 22.9
 MK1892;SPC NE       -   504,877.16  2,348,782.43   sFT  0.99967367   +1 42 22.9
 MK1892;UTM  14      - 4,561,091.414   632,069.544   MT  0.99981467   +1 02 14.3
 MK1892
 MK1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3206961091(NAD 83)
 MK1892
 MK1892                          SUPERSEDED SURVEY CONTROL
 MK1892
 MK1892  NAD 83(1986)-  41 11 25.52324(N)    097 25 30.45913(W) AD(       ) 3
 MK1892  NAD 27      -  41 11 25.46800(N)    097 25 29.28500(W) AD(       ) 3
 MK1892
 MK1892.Superseded values are not recommended for survey control.
 MK1892
 MK1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1892.See file dsdata.pdf to determine how the superseded data were derived.
 MK1892
 MK1892_MARKER: 87 = DOME
 MK1892
 MK1892  HISTORY     - Date     Condition        Report By
 MK1892  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1892  HISTORY     - 20040809 GOOD             USPSQD
 MK1892
 MK1892                          STATION DESCRIPTION
 MK1892
 MK1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1892'POINT OBSERVED UPON IS CENTER OF DOME OF TOWER ON CATHOLIC
 MK1892'CHURCH.  A PLASTERED BUILDING, TOWER ABOUT 50 FEET HIGH, LOCATED
 MK1892'IN NORTHERN PART OF TOWN OF SHELBY.
 MK1892'
 MK1892'OBSERVED UPON FROM STATIONS RUTH, DAVID, CURTIS, HROMAS, AND
 MK1892'STODDARD.
 MK1892
 MK1892                          STATION RECOVERY (2004)
 MK1892
 MK1892'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1892'STATION FOUND GOOD. CHURCH IS A TAN BRICK BUILDING, EAST OF WALNUT
 MK1892'STREET AND SOUTH OF EUCLID STREET. THE CHURCH HAS A BELL TOWER WITH A
 MK1892'CROSS ON TOP ON THE NORTH SIDE OF THE CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1891 ***********************************************************************
 MK1891  DESIGNATION -  SHELBY MUNICIPAL TANK
 MK1891  PID         -  MK1891
 MK1891  STATE/COUNTY-  NE/POLK
 MK1891  COUNTRY     -  US
 MK1891  USGS QUAD   -  SHELBY (2017)
 MK1891
 MK1891                         *CURRENT SURVEY CONTROL
 MK1891  ______________________________________________________________________
 MK1891* NAD 83(1995) POSITION- 41 11 40.67670(N) 097 25 37.47242(W)   ADJUSTED
 MK1891  ______________________________________________________________________
 MK1891  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 MK1891  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 MK1891  HORZ ORDER      -  THIRD
 MK1891
 MK1891.The horizontal coordinates were established by classical geodetic methods
 MK1891.and adjusted by the National Geodetic Survey in August 1997.
 MK1891
 MK1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1891.GEOID18 height accuracy estimate available here.
 MK1891
 MK1891.Click photographs - Photos may exist for this station.
 MK1891
 MK1891.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1891
 MK1891. The following values were computed from the NAD 83(1995) position.
 MK1891
 MK1891;                    North         East     Units Scale Factor Converg.
 MK1891;SPC NE       -   154,349.394   715,733.054   MT  0.99967327   +1 42 18.2
 MK1891;SPC NE       -   506,394.64  2,348,200.86   sFT  0.99967327   +1 42 18.2
 MK1891;UTM  14      - 4,561,556.046   631,897.669   MT  0.99981411   +1 02 10.0
 MK1891
 MK1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3189761556(NAD 83)
 MK1891
 MK1891                          SUPERSEDED SURVEY CONTROL
 MK1891
 MK1891  NAD 83(1986)-  41 11 40.68559(N)    097 25 37.47426(W) AD(       ) 3
 MK1891  NAD 27      -  41 11 40.62800(N)    097 25 36.31000(W) AD(       ) 3
 MK1891
 MK1891.Superseded values are not recommended for survey control.
 MK1891
 MK1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1891.See file dsdata.pdf to determine how the superseded data were derived.
 MK1891
 MK1891_MARKER: 53 = ELEVATED TANK
 MK1891
 MK1891  HISTORY     - Date     Condition        Report By
 MK1891  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1891  HISTORY     - 20040809 GOOD             USPSQD
 MK1891
 MK1891                          STATION DESCRIPTION
 MK1891
 MK1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1891'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK (STEEL), ABOUT
 MK1891'100 FEET HIGH, LOCATED IN NORTH PART OF TOWN.
 MK1891'
 MK1891'OBSERVED UPON FROM STATIONS RUTH, MONROE, DAVID, CURTIS, HROMAS,
 MK1891'AND STODDARD.
 MK1891
 MK1891                          STATION RECOVERY (2004)
 MK1891
 MK1891'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1891'STATION FOUND GOOD. TANK IS WEST OF WALNUT STREET, EAST OF PINE
 MK1891'STREET, AND SOUTH OF CHESTNUT STREET, IN THE SOUTHEAST CORNER OF THE
 MK1891'INTERSECTION OF PINE AND CHESTNUT STREETS IN THE TOWN OF SHELBY. TANK
 MK1891'IS A 4-LEGGED TAN TANK WITH BLACK LEGS AND BLACK LETTERING SHELBY WITH
 MK1891'LETTERS HUSKIES BELOW SHELBY ON THE BOWL OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1842 ***********************************************************************
 MK1842  DESIGNATION -  SHELL
 MK1842  PID         -  MK1842
 MK1842  STATE/COUNTY-  NE/COLFAX
 MK1842  COUNTRY     -  US
 MK1842  USGS QUAD   -  CLARKSON SW (2017)
 MK1842
 MK1842                         *CURRENT SURVEY CONTROL
 MK1842  ______________________________________________________________________
 MK1842* NAD 83(1995) POSITION- 41 32 24.28507(N) 097 11 59.15360(W)   ADJUSTED
 MK1842* NAVD 88 ORTHO HEIGHT -   502.6   (meters)     1649.    (feet) VERTCON
 MK1842  ______________________________________________________________________
 MK1842  GEOID HEIGHT    -        -25.429 (meters)                     GEOID18
 MK1842  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 MK1842  HORZ ORDER      -  FIRST
 MK1842
 MK1842.The horizontal coordinates were established by classical geodetic methods
 MK1842.and adjusted by the National Geodetic Survey in August 1997.
 MK1842
 MK1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1842
 MK1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1842.GEOID18 height accuracy estimate available here.
 MK1842
 MK1842.Click photographs - Photos may exist for this station.
 MK1842
 MK1842.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1842
 MK1842. The following values were computed from the NAD 83(1995) position.
 MK1842
 MK1842;                    North         East     Units Scale Factor Converg.
 MK1842;SPC NE       -   193,274.257   733,544.123   MT  0.99965877   +1 51 20.5
 MK1842;SPC NE       -   634,100.62  2,406,636.01   sFT  0.99965877   +1 51 20.5
 MK1842;UTM  14      - 4,600,278.468   650,162.960   MT  0.99987750   +1 11 38.5
 MK1842
 MK1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1842!SPC NE       -   0.99992516  x   0.99965877  =   0.99958396
 MK1842!UTM  14      -   0.99992516  x   0.99987750  =   0.99980267
 MK1842
 MK1842:                Primary Azimuth Mark                     Grid Az
 MK1842:SPC NE       -  SHELL AZ MK                              031 16 50.0
 MK1842:UTM  14      -  SHELL AZ MK                              031 56 32.0
 MK1842
 MK1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5016200278(NAD 83)
 MK1842
 MK1842|---------------------------------------------------------------------|
 MK1842| PID    Reference Object                     Distance      Geod. Az  |
 MK1842|                                                           dddmmss.s |
 MK1842| CN9780 SHELL AZ MK                                        0330810.5 |
 MK1842| CN9781 SHELL RM 1                           44.681 METERS 08653     |
 MK1842| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX.12.3 KM 1055414.9 |
 MK1842| MK1906 COLUMBUS KTTT RADIO MAST            APPROX.19.6 KM 2410052.1 |
 MK1842| CN9782 SHELL RM 2                           19.040 METERS 35459     |
 MK1842|---------------------------------------------------------------------|
 MK1842
 MK1842                          SUPERSEDED SURVEY CONTROL
 MK1842
 MK1842  NAD 83(1986)-  41 32 24.29352(N)    097 11 59.15679(W) AD(       ) 1
 MK1842  NAD 27      -  41 32 24.26189(N)    097 11 58.02899(W) AD(       ) 1
 MK1842  NGVD 29 (07/19/86)  502.4    (m)         1648.     (f) VERT ANG       
 MK1842
 MK1842.Superseded values are not recommended for survey control.
 MK1842
 MK1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1842.See file dsdata.pdf to determine how the superseded data were derived.
 MK1842
 MK1842_MARKER: DS = TRIANGULATION STATION DISK
 MK1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1842_STAMPING: SHELL 1968
 MK1842_MARK LOGO: CGS
 MK1842_PROJECTION: FLUSH
 MK1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1842+STABILITY: SURFACE MOTION
 MK1842
 MK1842  HISTORY     - Date     Condition        Report By
 MK1842  HISTORY     - 1968     MONUMENTED       CGS
 MK1842
 MK1842                          STATION DESCRIPTION
 MK1842
 MK1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1842'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLUMBUS, 9-1/2 MILES
 MK1842'NORTHWEST OF SCHUYLER AND 2 MILES NORTH OF SHELL CREEK.  IT IS ON
 MK1842'THE SECOND HILL NORTH OF SHELL CREEK IN A ROW OF LOW HILLS ALONG
 MK1842'THE NORTH SIDE OF THE DRAINAGE AND IN THE SOUTHWEST CORNER OF A
 MK1842'CULTIVATED FIELD.
 MK1842'
 MK1842'TO REACH THE STATION FROM THE POST OFFICE IN RICHLAND GO WEST 0.1
 MK1842'MILE TO A CROSSROADS.  TURN RIGHT, CROSS THE RAILROAD TRACKS, AND GO
 MK1842'NORTH 0.2 MILE TO A JUNCTION WITH U.S. HIGHWAY 30.  CONTINUE NORTH
 MK1842'ON U.S. HIGHWAY 30 0.6 MILE TO A GRAVEL ROAD FORK ON THE LEFT
 MK1842'WHERE THE HIGHWAY CURVES RIGHT.  CONTINUE NORTH ON THE GRADED
 MK1842'GRAVELED ROAD 4.7 MILES TO A BRIDGE OVER SHELL CREEK.  PROCEED
 MK1842'NORTH 0.5 MILE TO A CROSSROADS.  TURN RIGHT AND GO EAST 1.0 MILE TO
 MK1842'A CROSSROADS.  TURN LEFT AND GO NORTH, UPHILL, 1.6
 MK1842'MILES TO AN UNIMPROVED SIDEROAD ON THE LEFT.  (TO REACH THE
 MK1842'AZIMUTH MARK FROM THIS POINT CONTINUE NORTH 0.4 MILE TO THE MARK
 MK1842'ON THE LEFT.) TO REACH THE STATION TURN LEFT ON THE UNIMPROVED
 MK1842'ROAD MENTIONED ABOVE AND GO WEST 0.25 MILE TO THE STATION ON THE
 MK1842'RIGHT.
 MK1842'
 MK1842'THE STATION MARK IS A STANDARD DISK STAMPED SHELL 1968 CEMENTED IN
 MK1842'THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT SET
 MK1842'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 46.3 FEET
 MK1842'EAST-SOUTHEAST OF A TELEPHONE POLE, 17.0 FEET NORTH OF THE CENTER
 MK1842'OF THE UNIMPROVED ROAD, AND 13.3 FEET SOUTH-SOUTHEAST OF THE END
 MK1842'FENCE POST OF A NORTH-SOUTH FENCE.
 MK1842'
 MK1842'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHELL NO 1968
 MK1842'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MK1842'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS 25.3 FEET NORTH
 MK1842'OF THE CENTER OF THE UNIMPROVED ROAD, 2.6 FEET SOUTHWEST OF A
 MK1842'TELEPHONE POLE, AND AT THE SAME ELEVATION AS THE STATION.
 MK1842'
 MK1842'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHELL NO 2
 MK1842'1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MK1842'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS A 2 FEET EAST OF
 MK1842'A WIRE FENCE AND AT THE SAME ELEVATION AS THE STATION.
 MK1842'
 MK1842'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHELL 1968 CEMENTED IN
 MK1842'THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MK1842'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 27.3 FEET WEST OF THE
 MK1842'CENTER OF A GRADED GRAVELED ROAD, 3.6 FEET NORTH OF THE END FENCE
 MK1842'POST IN THE WEST RIGHT-OF-WAY FENCE, AND 2.2 FEET SOUTH OF A
 MK1842'TELEPHONE POLE WITH WITNESS SIGN.
 MK1842'
 MK1842'TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MK1842'
 MK1842'HEIGHT OF LIGHT ABOVE STATION MARK 21.95 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1843 ***********************************************************************
 MK1843  DESIGNATION -  SHELL RM A
 MK1843  PID         -  MK1843
 MK1843  STATE/COUNTY-  NE/COLFAX
 MK1843  COUNTRY     -  US
 MK1843  USGS QUAD   -  CLARKSON SW (2017)
 MK1843
 MK1843                         *CURRENT SURVEY CONTROL
 MK1843  ______________________________________________________________________
 MK1843* NAD 83(1995) POSITION- 41 32 25.10526(N) 097 11 59.21444(W)   ADJUSTED
 MK1843* NAVD 88 ORTHO HEIGHT -   502.7   (meters)     1649.    (feet) VERTCON
 MK1843  ______________________________________________________________________
 MK1843  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 MK1843  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 MK1843  HORZ ORDER      -  FIRST
 MK1843
 MK1843.The horizontal coordinates were established by classical geodetic methods
 MK1843.and adjusted by the National Geodetic Survey in August 1997.
 MK1843
 MK1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1843
 MK1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1843.GEOID18 height accuracy estimate available here.
 MK1843
 MK1843.Click photographs - Photos may exist for this station.
 MK1843
 MK1843.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1843
 MK1843. The following values were computed from the NAD 83(1995) position.
 MK1843
 MK1843;                    North         East     Units Scale Factor Converg.
 MK1843;SPC NE       -   193,299.493   733,541.895   MT  0.99965877   +1 51 20.5
 MK1843;SPC NE       -   634,183.42  2,406,628.70   sFT  0.99965877   +1 51 20.5
 MK1843;UTM  14      - 4,600,303.734   650,161.023   MT  0.99987749   +1 11 38.5
 MK1843
 MK1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1843!SPC NE       -   0.99992515  x   0.99965877  =   0.99958394
 MK1843!UTM  14      -   0.99992515  x   0.99987749  =   0.99980265
 MK1843
 MK1843:                Primary Azimuth Mark                     Grid Az
 MK1843:SPC NE       -  VRBA                                     071 18 59.6
 MK1843:UTM  14      -  VRBA                                     071 58 41.6
 MK1843
 MK1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5016100303(NAD 83)
 MK1843
 MK1843|---------------------------------------------------------------------|
 MK1843| PID    Reference Object                     Distance      Geod. Az  |
 MK1843|                                                           dddmmss.s |
 MK1843| MK1840 VRBA                                APPROX.13.9 KM 0731020.1 |
 MK1843| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX.12.3 KM 1060055.9 |
 MK1843| MK1842 SHELL                                25.343 METERS 17649     |
 MK1843| MK1906 COLUMBUS KTTT RADIO MAST            APPROX.19.7 KM 2405652.7 |
 MK1843|---------------------------------------------------------------------|
 MK1843
 MK1843                          SUPERSEDED SURVEY CONTROL
 MK1843
 MK1843  NAD 83(1986)-  41 32 25.11388(N)    097 11 59.21765(W) AD(       ) 1
 MK1843  NAD 27      -  41 32 25.08209(N)    097 11 58.08985(W) AD(       ) 1
 MK1843  NGVD 29 (07/19/86)  502.5    (m)         1649.     (f) VERT ANG       
 MK1843
 MK1843.Superseded values are not recommended for survey control.
 MK1843
 MK1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1843.See file dsdata.pdf to determine how the superseded data were derived.
 MK1843
 MK1843_MARKER: DS = TRIANGULATION STATION DISK
 MK1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1843_STAMPING: SHELL RM A 1968
 MK1843_MARK LOGO: CGS
 MK1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1843+STABILITY: SURFACE MOTION
 MK1843
 MK1843  HISTORY     - Date     Condition        Report By
 MK1843  HISTORY     - 1968     MONUMENTED       CGS
 MK1843
 MK1843                          STATION DESCRIPTION
 MK1843
 MK1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1843'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLUMBUS, 9-1/2 MILES
 MK1843'NORTHWEST OF SCHUYLER, AND 2 MILES NORTH OF SHELL CREEK.  IT IS ON
 MK1843'THE SECOND HILL NORTH OF SHELL CREEK IN A ROW OF LOW HILLS ALONG
 MK1843'THE NORTH SIDE OF THE SHELL CREEK DRAINAGE AND IN THE SOUTHWEST
 MK1843'CORNER OF A CULTIVATED FIELD.
 MK1843'
 MK1843'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED SHELL RM
 MK1843'A 1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 MK1843'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 72.1
 MK1843'FEET NORTH OF THE SOUTH END FENCE POST OF A WIRE FENCE, 20.9 FEET
 MK1843'NORTH OF THE R.M. 2 MONUMENT FOR STATION SHELL, AND 2.4 FEET EAST
 MK1843'OF THE WIRE FENCE.
 MK1843'
 MK1843'FOR DIRECTIONS TO REACH THE STATION SEE DESCRIPTION FOR SHELL 1968.
 MK1843'
 MK1843'A TRAVERSE CONNECTION WAS MADE TO STATION SHELL 1968 THE DISTANCE,
 MK1843'NOT REDUCED TO SEA LEVEL, BEING 25.3447 METERS, (83.152 FT.) NORTH
 MK1843'OF SHELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0932 ***********************************************************************
 LH0932  CBN         -  This is a Cooperative Base Network Control Station.
 LH0932  DESIGNATION -  SHELTON EAST BASE RESET
 LH0932  PID         -  LH0932
 LH0932  STATE/COUNTY-  NE/BUFFALO
 LH0932  COUNTRY     -  US
 LH0932  USGS QUAD   -  SHELTON (2017)
 LH0932
 LH0932                         *CURRENT SURVEY CONTROL
 LH0932  ______________________________________________________________________
 LH0932* NAD 83(2011) POSITION- 40 46 38.38324(N) 098 44 40.57742(W)   ADJUSTED
 LH0932* NAD 83(2011) ELLIP HT-   590.759 (meters)        (06/27/12)   ADJUSTED
 LH0932* NAD 83(2011) EPOCH   -  2010.00
 LH0932* NAVD 88 ORTHO HEIGHT -   615.451 (meters)     2019.19  (feet) ADJUSTED
 LH0932  ______________________________________________________________________
 LH0932  GEOID HEIGHT    -        -24.703 (meters)                     GEOID18
 LH0932  NAD 83(2011) X  -   -735,404.874 (meters)                     COMP
 LH0932  NAD 83(2011) Y  - -4,780,996.395 (meters)                     COMP
 LH0932  NAD 83(2011) Z  -  4,144,115.071 (meters)                     COMP
 LH0932  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 LH0932  DYNAMIC HEIGHT  -        615.112 (meters)     2018.08  (feet) COMP
 LH0932  MODELED GRAVITY -    980,053.5   (mgal)                       NAVD 88
 LH0932
 LH0932  VERT ORDER      -  FIRST     CLASS II
 LH0932
 LH0932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0932  Standards:
 LH0932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0932  -------------------------------------------------------------------
 LH0932  NETWORK    0.41   1.02           0.19   0.13   0.52     -0.02576002
 LH0932  -------------------------------------------------------------------
 LH0932  Click here for local accuracies and other accuracy information.
 LH0932
 LH0932.The horizontal coordinates were established by GPS observations
 LH0932.and adjusted by the National Geodetic Survey in June 2012.
 LH0932
 LH0932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0932.been affixed to the stable North American tectonic plate. See 
 LH0932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0932
 LH0932.The horizontal coordinates are valid at the epoch date displayed above
 LH0932.which is a decimal equivalence of Year/Month/Day.
 LH0932
 LH0932.The orthometric height was determined by differential leveling and
 LH0932.adjusted by the NATIONAL GEODETIC SURVEY
 LH0932.in May 1993.
 LH0932
 LH0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0932.GEOID18 height accuracy estimate available here.
 LH0932
 LH0932.Click photographs - Photos may exist for this station.
 LH0932
 LH0932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0932
 LH0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0932
 LH0932.The ellipsoidal height was determined by GPS observations
 LH0932.and is referenced to NAD 83.
 LH0932
 LH0932.The dynamic height is computed by dividing the NAVD 88
 LH0932.geopotential number by the normal gravity value computed on the
 LH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0932.degrees latitude (g = 980.6199 gals.).
 LH0932
 LH0932.The modeled gravity was interpolated from observed gravity values.
 LH0932
 LH0932. The following values were computed from the NAD 83(2011) position.
 LH0932
 LH0932;                    North         East     Units Scale Factor Converg.
 LH0932;SPC NE       -   105,579.070   605,946.165   MT  0.99973881   +0 49 55.0
 LH0932;SPC NE       -   346,387.33  1,988,008.38   sFT  0.99973881   +0 49 55.0
 LH0932;UTM  14      - 4,514,070.283   521,551.258   MT  0.99960572   +0 10 00.5
 LH0932
 LH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0932!SPC NE       -   0.99990734  x   0.99973881  =   0.99964617
 LH0932!UTM  14      -   0.99990734  x   0.99960572  =   0.99951310
 LH0932
 LH0932:                Primary Azimuth Mark                     Grid Az
 LH0932:SPC NE       -  SHELTON MUNICIPAL TANK                   086 47 45.7
 LH0932:UTM  14      -  SHELTON MUNICIPAL TANK                   087 27 40.2
 LH0932
 LH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2155114070(NAD 83)
 LH0932
 LH0932|---------------------------------------------------------------------|
 LH0932| PID    Reference Object                     Distance      Geod. Az  |
 LH0932|                                                           dddmmss.s |
 LH0932| LH1485 SHELTON EAST BASE RM 1               13.274 METERS 00716     |
 LH0932| LH1247 SHELTON MUNICIPAL TANK              APPROX. 0.9 KM 0873740.7 |
 LH0932| LH1486 SHELTON EAST BASE RM 2               16.446 METERS 23833     |
 LH0932|---------------------------------------------------------------------|
 LH0932
 LH0932                          SUPERSEDED SURVEY CONTROL
 LH0932
 LH0932  NAD 83(2007)-  40 46 38.38318(N)    098 44 40.57808(W) AD(2002.00) 0
 LH0932  ELLIP H (02/10/07)  590.783  (m)                       GP(2002.00)    
 LH0932  ELLIP H (07/10/01)  590.765  (m)                       GP(       ) 4 1
 LH0932  NAD 83(1995)-  40 46 38.38299(N)    098 44 40.57756(W) AD(       ) B
 LH0932  ELLIP H (06/25/96)  590.810  (m)                       GP(       ) 1 1
 LH0932  NAD 83(1986)-  40 46 38.39156(N)    098 44 40.57835(W) AD(       ) 1
 LH0932  NAD 27      -  40 46 38.34100(N)    098 44 39.30900(W) AD(       ) 1
 LH0932  USSD        -  40 46 38.39700(N)    098 44 39.33300(W) AD(       ) 3
 LH0932  NAVD 88             615.45   (m)         2019.2    (f) LEVELING    3  
 LH0932  NGVD 29 (02/14/92)  615.194  (m)         2018.35   (f) ADJUSTED    1 2
 LH0932
 LH0932.Superseded values are not recommended for survey control.
 LH0932
 LH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0932.See file dsdata.pdf to determine how the superseded data were derived.
 LH0932
 LH0932_MARKER: DH = HORIZONTAL CONTROL DISK
 LH0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0932_STAMPING: SHELTON EAST BASE 1899 1989
 LH0932_MARK LOGO: NGS
 LH0932_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0932+STABILITY: SURFACE MOTION
 LH0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0932+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2017
 LH0932
 LH0932  HISTORY     - Date     Condition        Report By
 LH0932  HISTORY     - 1989     MONUMENTED       NGS
 LH0932  HISTORY     - 19910924 GOOD             NGS
 LH0932  HISTORY     - 19950522 GOOD             NGS
 LH0932  HISTORY     - 20000601 GOOD             NEDR
 LH0932  HISTORY     - 20060511 GOOD             USGS
 LH0932  HISTORY     - 20100628 GOOD             JEOCON
 LH0932  HISTORY     - 20170228 GOOD             NEGS
 LH0932
 LH0932                          STATION DESCRIPTION
 LH0932
 LH0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH0932'30.1 KM (18.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0932'OF STATE HIGHWAY 44 IN KEARNEY, 24.6 M (80.7 FT) SOUTHEAST OF THE
 LH0932'HIGHWAY CENTERLINE, 16.5 M (54.1 FT) NORTHEAST OF REFERENCE MARK 2,
 LH0932'13.9 M (45.6 FT) WEST-SOUTHWEST OF THE NORTH OF A DOUBLE UTILITY
 LH0932'POLE, 13.0 M (42.7 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION
 LH0932'PACIFIC RAILROAD, 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST, 0.9 M
 LH0932'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 LH0932'WITH THE GROUND SURFACE.
 LH0932
 LH0932                          STATION RECOVERY (1995)
 LH0932
 LH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH0932'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF GIBBON, 4.0 MI
 LH0932'(6.4 KM) NORTH OF INTERSTATE HIGHWAY 80, 0.6 MI (1.0 KM) SOUTHWEST OF
 LH0932'SHELTON, BETWEEN U.S. HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, ON
 LH0932'RAILROAD RIGHT-OF-WAY AND IN THE SE1/4, SEC2, T9N, R13W.  TO REACH THE
 LH0932'MARK FROM THE SHELTON POST OFFICE, GO SOUTH FOR 0.05 MI (0.08 KM) TO
 LH0932'U.S. HIGHWAY 30.  TURN RIGHT AND GO SOUTHWEST ON THE HIGHWAY FOR 0.6
 LH0932'MI (1.0 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF
 LH0932'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 88.7
 LH0932'FT (27.0 M) WEST FROM A MCI FIBER-OPTIC WARNING POST, 81.0 FT (24.7 M)
 LH0932'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 54.5 FT (16.6 M) EAST OF A
 LH0932'CONCRETE POST AT REFERENCE MARK 2, 43.2 FT (13.2 M) NORTH OF THE NORTH
 LH0932'RAIL OF THE NORTH SET OF TRACKS, 2.5 FT (0.8 M) SOUTH OF A WITNESS
 LH0932'POST AND IS ABOUT 4.0 FT (1.2 M) LOWER THAN THE TRACKS.
 LH0932
 LH0932                          STATION RECOVERY (2000)
 LH0932
 LH0932'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH0932'RECOVERED AS DESCRIBED.
 LH0932
 LH0932                          STATION RECOVERY (2006)
 LH0932
 LH0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH0932'RECOVERED IN GOOD CONDITION.
 LH0932
 LH0932                          STATION RECOVERY (2010)
 LH0932
 LH0932'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 LH0932'RECOVERED IN GOOD CONDITION.
 LH0932
 LH0932                          STATION RECOVERY (2017)
 LH0932
 LH0932'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LH0932'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1246 ***********************************************************************
 LH1246  DESIGNATION -  SHELTON ELEVATOR
 LH1246  PID         -  LH1246
 LH1246  STATE/COUNTY-  NE/BUFFALO
 LH1246  COUNTRY     -  US
 LH1246  USGS QUAD   -  SHELTON (2017)
 LH1246
 LH1246                         *CURRENT SURVEY CONTROL
 LH1246  ______________________________________________________________________
 LH1246* NAD 83(1995) POSITION- 40 46 47.90156(N) 098 44 00.65257(W)   ADJUSTED
 LH1246  ______________________________________________________________________
 LH1246  GEOID HEIGHT    -        -24.714 (meters)                     GEOID18
 LH1246  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 LH1246  HORZ ORDER      -  THIRD
 LH1246
 LH1246.The horizontal coordinates were established by classical geodetic methods
 LH1246.and adjusted by the National Geodetic Survey in August 1997.
 LH1246
 LH1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1246.GEOID18 height accuracy estimate available here.
 LH1246
 LH1246.Click photographs - Photos may exist for this station.
 LH1246
 LH1246.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1246
 LH1246. The following values were computed from the NAD 83(1995) position.
 LH1246
 LH1246;                    North         East     Units Scale Factor Converg.
 LH1246;SPC NE       -   105,886.225   606,877.734   MT  0.99973823   +0 50 21.5
 LH1246;SPC NE       -   347,395.06  1,991,064.70   sFT  0.99973823   +0 50 21.5
 LH1246;UTM  14      - 4,514,366.562   522,486.206   MT  0.99960622   +0 10 26.6
 LH1246
 LH1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2248614366(NAD 83)
 LH1246
 LH1246                          SUPERSEDED SURVEY CONTROL
 LH1246
 LH1246  NAD 83(1986)-  40 46 47.90987(N)    098 44 00.65322(W) AD(       ) 3
 LH1246  NAD 27      -  40 46 47.85500(N)    098 43 59.38200(W) AD(       ) 3
 LH1246  USSD        -  40 46 47.91200(N)    098 43 59.40400(W) AD(       ) 3
 LH1246
 LH1246.Superseded values are not recommended for survey control.
 LH1246
 LH1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1246.See file dsdata.pdf to determine how the superseded data were derived.
 LH1246
 LH1246_MARKER: 65 = GRAIN ELEVATOR
 LH1246
 LH1246  HISTORY     - Date     Condition        Report By
 LH1246  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1246
 LH1246                          STATION DESCRIPTION
 LH1246
 LH1246'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1247 ***********************************************************************
 LH1247  DESIGNATION -  SHELTON MUNICIPAL TANK
 LH1247  PID         -  LH1247
 LH1247  STATE/COUNTY-  NE/BUFFALO
 LH1247  COUNTRY     -  US
 LH1247  USGS QUAD   -  SHELTON (2017)
 LH1247
 LH1247                         *CURRENT SURVEY CONTROL
 LH1247  ______________________________________________________________________
 LH1247* NAD 83(1995) POSITION- 40 46 39.63460(N) 098 44 00.80746(W)   ADJUSTED
 LH1247  ______________________________________________________________________
 LH1247  GEOID HEIGHT    -        -24.717 (meters)                     GEOID18
 LH1247  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LH1247  HORZ ORDER      -  THIRD
 LH1247
 LH1247.The horizontal coordinates were established by classical geodetic methods
 LH1247.and adjusted by the National Geodetic Survey in August 1997.
 LH1247
 LH1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1247.GEOID18 height accuracy estimate available here.
 LH1247
 LH1247.Click photographs - Photos may exist for this station.
 LH1247
 LH1247.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1247
 LH1247. The following values were computed from the NAD 83(1995) position.
 LH1247
 LH1247;                    North         East     Units Scale Factor Converg.
 LH1247;SPC NE       -   105,631.254   606,877.837   MT  0.99973873   +0 50 21.4
 LH1247;SPC NE       -   346,558.54  1,991,065.04   sFT  0.99973873   +0 50 21.4
 LH1247;UTM  14      - 4,514,111.641   522,483.349   MT  0.99960622   +0 10 26.5
 LH1247
 LH1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2248314111(NAD 83)
 LH1247
 LH1247                          SUPERSEDED SURVEY CONTROL
 LH1247
 LH1247  NAD 83(1986)-  40 46 39.64200(N)    098 44 00.80750(W) AD(       ) 3
 LH1247  NAD 27      -  40 46 39.59040(N)    098 43 59.54820(W) AD(       ) 3
 LH1247
 LH1247.Superseded values are not recommended for survey control.
 LH1247
 LH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1247.See file dsdata.pdf to determine how the superseded data were derived.
 LH1247
 LH1247_MARKER: 53 = ELEVATED TANK
 LH1247
 LH1247  HISTORY     - Date     Condition        Report By
 LH1247  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1247  HISTORY     - 1959     GOOD             CGS
 LH1247
 LH1247                          STATION DESCRIPTION
 LH1247
 LH1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1247'THE STATION IS LOCATED IN SHELTON JUST EAST OF THE FIRE HOUSE.
 LH1247'
 LH1247'IT IS ABOUT 100 FEET HIGH, PAINTED SILVER, HAS FOUR LEGS, OF
 LH1247'STEEL CONSTRUCTION AND HAS A FLAT ROOF.
 LH1247'
 LH1247'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TANK.
 LH1247
 LH1247                          STATION RECOVERY (1959)
 LH1247
 LH1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1247'RECOVERED AS DESCRIBED IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1248 ***********************************************************************
 LH1248  DESIGNATION -  SHELTON PRESBYTERIAN CH SPIRE
 LH1248  PID         -  LH1248
 LH1248  STATE/COUNTY-  NE/BUFFALO
 LH1248  COUNTRY     -  US
 LH1248  USGS QUAD   -  SHELTON (2017)
 LH1248
 LH1248                         *CURRENT SURVEY CONTROL
 LH1248  ______________________________________________________________________
 LH1248* NAD 83(1995) POSITION- 40 46 36.30674(N) 098 44 03.02530(W)   ADJUSTED
 LH1248  ______________________________________________________________________
 LH1248  GEOID HEIGHT    -        -24.717 (meters)                     GEOID18
 LH1248  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LH1248  HORZ ORDER      -  THIRD
 LH1248
 LH1248.The horizontal coordinates were established by classical geodetic methods
 LH1248.and adjusted by the National Geodetic Survey in August 1997.
 LH1248
 LH1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1248.GEOID18 height accuracy estimate available here.
 LH1248
 LH1248.Click photographs - Photos may exist for this station.
 LH1248
 LH1248.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1248
 LH1248. The following values were computed from the NAD 83(1995) position.
 LH1248
 LH1248;                    North         East     Units Scale Factor Converg.
 LH1248;SPC NE       -   105,527.875   606,827.352   MT  0.99973893   +0 50 19.9
 LH1248;SPC NE       -   346,219.37  1,990,899.40   sFT  0.99973893   +0 50 19.9
 LH1248;UTM  14      - 4,514,008.869   522,431.674   MT  0.99960619   +0 10 25.0
 LH1248
 LH1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2243114008(NAD 83)
 LH1248
 LH1248                          SUPERSEDED SURVEY CONTROL
 LH1248
 LH1248  NAD 83(1986)-  40 46 36.31508(N)    098 44 03.02610(W) AD(       ) 3
 LH1248  NAD 27      -  40 46 36.26200(N)    098 44 01.76100(W) AD(       ) 3
 LH1248  USSD        -  40 46 36.31800(N)    098 44 01.78300(W) AD(       ) 3
 LH1248
 LH1248.Superseded values are not recommended for survey control.
 LH1248
 LH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1248.See file dsdata.pdf to determine how the superseded data were derived.
 LH1248
 LH1248_MARKER: 90 = CHURCH SPIRE
 LH1248
 LH1248  HISTORY     - Date     Condition        Report By
 LH1248  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1248
 LH1248                          STATION DESCRIPTION
 LH1248
 LH1248'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1291 ***********************************************************************
 LH1291  DESIGNATION -  SHELTON WEST BASE
 LH1291  PID         -  LH1291
 LH1291  STATE/COUNTY-  NE/BUFFALO
 LH1291  COUNTRY     -  US
 LH1291  USGS QUAD   -  GIBBON NORTH (2017)
 LH1291
 LH1291                         *CURRENT SURVEY CONTROL
 LH1291  ______________________________________________________________________
 LH1291* NAD 83(1995) POSITION- 40 45 11.75383(N) 098 49 56.86652(W)   ADJUSTED
 LH1291* NAVD 88 ORTHO HEIGHT -   627.4   (meters)     2058.    (feet) VERTCON
 LH1291  ______________________________________________________________________
 LH1291  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 LH1291  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LH1291  HORZ ORDER      -  FIRST
 LH1291
 LH1291.The horizontal coordinates were established by classical geodetic methods
 LH1291.and adjusted by the National Geodetic Survey in August 1997.
 LH1291
 LH1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1291
 LH1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1291.GEOID18 height accuracy estimate available here.
 LH1291
 LH1291.Click photographs - Photos may exist for this station.
 LH1291
 LH1291.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1291
 LH1291. The following values were computed from the NAD 83(1995) position.
 LH1291
 LH1291;                    North         East     Units Scale Factor Converg.
 LH1291;SPC NE       -   102,803.849   598,568.129   MT  0.99974418   +0 46 25.4
 LH1291;SPC NE       -   337,282.29  1,963,802.27   sFT  0.99974418   +0 46 25.4
 LH1291;UTM  14      - 4,511,381.217   514,142.540   MT  0.99960246   +0 06 33.7
 LH1291
 LH1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1291!SPC NE       -   0.99990546  x   0.99974418  =   0.99964966
 LH1291!UTM  14      -   0.99990546  x   0.99960246  =   0.99950796
 LH1291
 LH1291:                Primary Azimuth Mark                     Grid Az
 LH1291:SPC NE       -  GIBBON MUNICIPAL TANK                    238 29 58.1
 LH1291:UTM  14      -  GIBBON MUNICIPAL TANK                    239 09 49.8
 LH1291
 LH1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1414211381(NAD 83)
 LH1291
 LH1291|---------------------------------------------------------------------|
 LH1291| PID    Reference Object                     Distance      Geod. Az  |
 LH1291|                                                           dddmmss.s |
 LH1291| LH1484 SHELTON WEST BASE RM 1               27.060 METERS 04244     |
 LH1291| LH1276 GIBBON MUNICIPAL TANK               APPROX. 1.3 KM 2391623.5 |
 LH1291| LH1454 SHELTON WEST BASE RM 2               17.818 METERS 29140     |
 LH1291|---------------------------------------------------------------------|
 LH1291
 LH1291                          SUPERSEDED SURVEY CONTROL
 LH1291
 LH1291  NAD 83(1986)-  40 45 11.76212(N)    098 49 56.86728(W) AD(       ) 1
 LH1291  NAD 27      -  40 45 11.71200(N)    098 49 55.58900(W) AD(       ) 1
 LH1291  USSD        -  40 45 11.76300(N)    098 49 55.61000(W) AD(       ) 3
 LH1291  NGVD 29 (07/19/86)  627.1    (m)         2057.     (f) VERT ANG       
 LH1291
 LH1291.Superseded values are not recommended for survey control.
 LH1291
 LH1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1291.See file dsdata.pdf to determine how the superseded data were derived.
 LH1291
 LH1291_MARKER: B = BOLT
 LH1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1291_PROJECTION: RECESSED 46 CENTIMETERS
 LH1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1291+STABILITY: SURFACE MOTION
 LH1291
 LH1291  HISTORY     - Date     Condition        Report By
 LH1291  HISTORY     - 1899     MONUMENTED       CGS
 LH1291  HISTORY     - 1934     GOOD             NEGS
 LH1291  HISTORY     - 1950     GOOD             CGS
 LH1291  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH1291
 LH1291                          STATION DESCRIPTION
 LH1291
 LH1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1291'THIS STATION IS ABOUT ONE-HALF MILE EAST OF THE TOWN OF GIBBON
 LH1291'AND 56.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE
 LH1291'UNION PACIFIC RAILROAD.  THE AZIMUTHS AND DISTANCES TO CERTAIN
 LH1291'POINTS ARE, TO EAST BASE (PARALLEL TO THE UNION PACIFIC TRACK),
 LH1291'250 DEG 09 MIN 35 SEC, TO A SWITCH STAND ON THE UNION PACIFIC
 LH1291'RAILROAD, 7 DEG 15 MIN, 75.8 FEET, TO THE RAILROAD WINDMILL IN
 LH1291'GIBBON, 69 DEG 34 MIN 46 SEC, TO A TELEPHONE POLE BLAZED WITH
 LH1291'A TRIANGLE, ON SIDE FACING STATION, 110 DEG 05 MIN, 64.1 FEET,
 LH1291'TO TELEPHONE POLE NO. 2, BLAZED WITH TRIANGLE ON SIDE FACING
 LH1291'STATION, 223 DEG 35 MIN, 95.1 FEET.  THE SURFACE MARK IS A
 LH1291'COPPER BOLT WITH CROSS LINES SET IN A LIMESTONE POST 8
 LH1291'INCHES SQUARE AND 2.5 FEET LONG.  THE TOP OF THE POST IS
 LH1291'FLUSH WITH THE GROUND AND IS MARKED U.S.C.S.  THE UNDERGROUND
 LH1291'MARK IS A COPPER BOLT WITH CROSS LINES SET IN A LIMESTONE
 LH1291'BLOCK 15 INCHES SQUARE AND 8 INCHES THICK, 3 FEET BELOW THE
 LH1291'SURFACE.  RECOVERED 1900, A.L. BALDWIN.
 LH1291
 LH1291                          STATION RECOVERY (1934)
 LH1291
 LH1291'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1291'THE RAILROAD SWITCH MENTIONED IN THE ORIGINAL DESCRIPTION STILL
 LH1291'SERVES AS AN AID IN LOCATING THIS STATION.  NO TRACE OF THE
 LH1291'TOP MARKER WAS FOUND, BUT THE BOTTOM STONE WAS DISCOVERED IN A
 LH1291'BORROW PIT, WITH NO COVERING EXCEPT WEEDS AND TRASH.  THIS STONE,
 LH1291'A BLOCK OF CONCRETE 30 INCHES SQUARE WITH A VERY SMALL COPPER
 LH1291'BOLT, ABOUT 1/4 INCH, FOR ITS CENTER, HAS EVIDENTLY NEVER BEEN
 LH1291'MOVED.  SURFACE MARKINGS INCLUDE U.S.C. AND G.S., AND 1906, AND
 LH1291'CROSS LINES.  A 4-INCH TRENCH WAS DUG AROUND THE STONE, WHICH
 LH1291'PROVED TO BE A BLOCK OF CONCRETE 30 INCHES SQUARE AND 12
 LH1291'INCHES THICK.  A TRENCH 3 INCHES BELOW THE BOTTOM OF THE STONE
 LH1291'WAS DUG AND FILLED WITH CONCRETE TO WITHIN 4 INCHES OF TOP OF
 LH1291'STONE.  THIS STATION IS IN SEC. 18, T. 9 N., R. 13 W.
 LH1291
 LH1291                          STATION RECOVERY (1950)
 LH1291
 LH1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1291'STATION WAS RECOVERED AS DESCRIBED BY THE NEBRASKA GEODETIC SURVEY
 LH1291'IN 1934.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE NEW
 LH1291'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 1/2 MILE EAST OF
 LH1291'GIBBON ON THE RAILROAD RIGHT OF WAY.  STATION IS 42 FEET WEST
 LH1291'OF TELEPHONE POLE, 26.6 FEET NORTH OF NORTH RAIL OF TRACK AND 5
 LH1291'FEET SOUTH OF FENCE.  THE MARK IS A 30 INCH SQUARE BLOCK OF
 LH1291'CONCRETE, ABOUT 18 INCHES BELOW THE SURFACE, MARKED USC AND GS
 LH1291'1906, WITH A BOLT IN THE CENTER OF A SMALL TRIANGLE.
 LH1291'
 LH1291'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF THE CENTERLINE OF U.S.
 LH1291'HIGHWAY 30, 17 FEET NORTH OF THE CENTERLINE OF TRACK ROAD AND
 LH1291'4 FEET SOUTHWEST OF TELEPHONE POLE WITH TRIANGLE BLAZE.  THE
 LH1291'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SHELTON
 LH1291'WEST BASE NO 1 1950.
 LH1291'
 LH1291'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF
 LH1291'U.S. HIGHWAY 30, 16 FEET NORTH OF THE CENTERLINE OF TRACK ROAD
 LH1291'AND 7 FEET SOUTHEAST OF TELEPHONE POLE WITH TRIANGLE BLAZE.
 LH1291'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SHELTON
 LH1291'WEST BASE NO 2 1950.
 LH1291'
 LH1291'TO REACH FROM THE RAILROAD DEPOT IN GIBBON GO EAST ON U.S.
 LH1291'HIGHWAY 30 FOR 0.7 MILE TO STATION ON RIGHT OR SOUTH SIDE OF ROAD
 LH1291'AS DESCRIBED.
 LH1291'
 LH1291'1950 OBSERVATIONS TAKEN FROM A TRIPOD.
 LH1291
 LH1291                          STATION RECOVERY (1991)
 LH1291
 LH1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1291'THE MONUMENT WAS FOUND WITH THE COPPER BOLT MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1454 ***********************************************************************
 LH1454  DESIGNATION -  SHELTON WEST BASE RM 2
 LH1454  PID         -  LH1454
 LH1454  STATE/COUNTY-  NE/BUFFALO
 LH1454  COUNTRY     -  US
 LH1454  USGS QUAD   -  GIBBON NORTH (2017)
 LH1454
 LH1454                         *CURRENT SURVEY CONTROL
 LH1454  ______________________________________________________________________
 LH1454* NAD 83(1986) POSITION- 40 45 11.97   (N) 098 49 57.57   (W)   HD_HELD1
 LH1454* NAVD 88 ORTHO HEIGHT -   627.110 (meters)     2057.44  (feet) ADJUSTED
 LH1454  ______________________________________________________________________
 LH1454  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 LH1454  DYNAMIC HEIGHT  -        626.761 (meters)     2056.30  (feet) COMP
 LH1454  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 LH1454
 LH1454  VERT ORDER      -  FIRST     CLASS II
 LH1454
 LH1454.The horizontal coordinates were determined by differentially corrected
 LH1454.hand held GPS observations or other comparable positioning techniques
 LH1454.and have an estimated accuracy of +/- 3 meters.
 LH1454
 LH1454.The orthometric height was determined by differential leveling and
 LH1454.adjusted by the NATIONAL GEODETIC SURVEY
 LH1454.in May 1993.
 LH1454
 LH1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1454.GEOID18 height accuracy estimate available here.
 LH1454
 LH1454.Click photographs - Photos may exist for this station.
 LH1454
 LH1454.The dynamic height is computed by dividing the NAVD 88
 LH1454.geopotential number by the normal gravity value computed on the
 LH1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1454.degrees latitude (g = 980.6199 gals.).
 LH1454
 LH1454.The modeled gravity was interpolated from observed gravity values.
 LH1454
 LH1454;                    North         East    Units  Estimated Accuracy
 LH1454;SPC NE       -   102,810.3     598,551.5     MT  (+/- 3 meters HH1 GPS) 
 LH1454
 LH1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1412611387(NAD 83)
 LH1454
 LH1454                          SUPERSEDED SURVEY CONTROL
 LH1454
 LH1454  NGVD 29 (02/14/92)  626.851  (m)         2056.59   (f) ADJUSTED    1 2
 LH1454
 LH1454.Superseded values are not recommended for survey control.
 LH1454
 LH1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1454.See file dsdata.pdf to determine how the superseded data were derived.
 LH1454
 LH1454_MARKER: DR = REFERENCE MARK DISK
 LH1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1454_STAMPING: SHELTON W. BASE NO. 2 1950
 LH1454_MARK LOGO: CGS
 LH1454_PROJECTION: FLUSH
 LH1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1454+STABILITY: SURFACE MOTION
 LH1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1454+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH1454
 LH1454  HISTORY     - Date     Condition        Report By
 LH1454  HISTORY     - 1950     MONUMENTED       CGS
 LH1454  HISTORY     - 19910924 GOOD             NGS
 LH1454
 LH1454                          STATION DESCRIPTION
 LH1454
 LH1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1454'22.2 KM (13.80 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1454'OF STATE HIGHWAY 44 IN KEARNEY, 30.3 M (99.4 FT) NORTHEAST OF A
 LH1454'UTILITY POLE, 24.8 M (81.4 FT) NORTHWEST OF THE NEAR RAIL OF THE
 LH1454'UNION PACIFIC RAILROAD, 13.5 M (44.3 FT) WEST-NORTHWEST OF THE MOST
 LH1454'NORTHERLY OF 2 UTILITY POLES, 13.0 M (42.7 FT) SOUTHEAST OF THE
 LH1454'HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LH1454'0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 LH1454'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1478 ***********************************************************************
 LH1478  DESIGNATION -  SHELTON WEST BASE RESET
 LH1478  PID         -  LH1478
 LH1478  STATE/COUNTY-  NE/BUFFALO
 LH1478  COUNTRY     -  US
 LH1478  USGS QUAD   -  GIBBON NORTH (2017)
 LH1478
 LH1478                         *CURRENT SURVEY CONTROL
 LH1478  ______________________________________________________________________
 LH1478* NAD 83(1986) POSITION- 40 45 11.75   (N) 098 49 56.87   (W)   HD_HELD1
 LH1478* NAVD 88 ORTHO HEIGHT -   626.674 (meters)     2056.01  (feet) ADJUSTED
 LH1478  ______________________________________________________________________
 LH1478  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 LH1478  DYNAMIC HEIGHT  -        626.326 (meters)     2054.87  (feet) COMP
 LH1478  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 LH1478
 LH1478  VERT ORDER      -  FIRST     CLASS II
 LH1478
 LH1478.The horizontal coordinates were determined by differentially corrected
 LH1478.hand held GPS observations or other comparable positioning techniques
 LH1478.and have an estimated accuracy of +/- 3 meters.
 LH1478
 LH1478.The orthometric height was determined by differential leveling and
 LH1478.adjusted by the NATIONAL GEODETIC SURVEY
 LH1478.in May 1993.
 LH1478
 LH1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1478.GEOID18 height accuracy estimate available here.
 LH1478
 LH1478.Click photographs - Photos may exist for this station.
 LH1478
 LH1478.The dynamic height is computed by dividing the NAVD 88
 LH1478.geopotential number by the normal gravity value computed on the
 LH1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1478.degrees latitude (g = 980.6199 gals.).
 LH1478
 LH1478.The modeled gravity was interpolated from observed gravity values.
 LH1478
 LH1478;                    North         East    Units  Estimated Accuracy
 LH1478;SPC NE       -   102,803.7     598,568.0     MT  (+/- 3 meters HH1 GPS) 
 LH1478
 LH1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1414211381(NAD 83)
 LH1478
 LH1478                          SUPERSEDED SURVEY CONTROL
 LH1478
 LH1478  NGVD 29 (02/14/92)  626.416  (m)         2055.17   (f) ADJUSTED    1 2
 LH1478
 LH1478.Superseded values are not recommended for survey control.
 LH1478
 LH1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1478.See file dsdata.pdf to determine how the superseded data were derived.
 LH1478
 LH1478_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1478_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH1478+WITH SETTING: PAVEMENT
 LH1478_SP_SET: CONCRETE BLOCK
 LH1478_STAMPING: SHELTON WEST BASE 1899 1991
 LH1478_MARK LOGO: NGS
 LH1478_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1478+STABILITY: SURFACE MOTION
 LH1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1478+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 LH1478
 LH1478  HISTORY     - Date     Condition        Report By
 LH1478  HISTORY     - 1991     MONUMENTED       NGS
 LH1478  HISTORY     - 19911021 GOOD             NGS
 LH1478
 LH1478                          STATION DESCRIPTION
 LH1478
 LH1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1478'0.6 KM (0.35 MI) NORTHERLY ALONG FRONT STREET FROM THE POST OFFICE IN
 LH1478'GIBBON, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 30, 30.6
 LH1478'M (100.4 FT) NORTHEAST OF A RAILROAD SIGNAL, 24.8 M (81.4 FT)
 LH1478'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT)
 LH1478'NORTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 4.0 M
 LH1478'(13.1 FT) EAST OF A UTILITY POLE, AND 1.0 M (3.3 FT) NORTH OF A
 LH1478'WITNESS POST.  NOTE--THE DISK IS IN A 30 BY 30 INCH CONCRETE BLOCK
 LH1478'INSCRIBED USCGS 1906.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0397 ***********************************************************************
 LJ0397  DESIGNATION -  SHERIDAN
 LJ0397  PID         -  LJ0397
 LJ0397  STATE/COUNTY-  NE/FRONTIER
 LJ0397  COUNTRY     -  US
 LJ0397  USGS QUAD   -  STOCKVILLE (2017)
 LJ0397
 LJ0397                         *CURRENT SURVEY CONTROL
 LJ0397  ______________________________________________________________________
 LJ0397* NAD 83(1995) POSITION- 40 35 05.97900(N) 100 28 28.84762(W)   ADJUSTED
 LJ0397* NAVD 88 ORTHO HEIGHT -   836.    (meters)     2743.    (feet) SCALED
 LJ0397  ______________________________________________________________________
 LJ0397  GEOID HEIGHT    -        -23.364 (meters)                     GEOID18
 LJ0397  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 LJ0397  HORZ ORDER      -  THIRD
 LJ0397
 LJ0397.The horizontal coordinates were established by classical geodetic methods
 LJ0397.and adjusted by the National Geodetic Survey in August 1997.
 LJ0397
 LJ0397.The orthometric height was scaled from a topographic map.
 LJ0397
 LJ0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0397.GEOID18 height accuracy estimate available here.
 LJ0397
 LJ0397.Click photographs - Photos may exist for this station.
 LJ0397
 LJ0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0397
 LJ0397. The following values were computed from the NAD 83(1995) position.
 LJ0397
 LJ0397;                    North         East     Units Scale Factor Converg.
 LJ0397;SPC NE       -    83,566.944   459,822.050   MT  0.99978663   -0 18 52.4
 LJ0397;SPC NE       -   274,169.22  1,508,599.51   sFT  0.99978663   -0 18 52.4
 LJ0397;UTM  14      - 4,493,734.120   375,200.379   MT  0.99979171   -0 57 34.3
 LJ0397
 LJ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0397!SPC NE       -   0.99987249  x   0.99978663  =   0.99965914
 LJ0397!UTM  14      -   0.99987249  x   0.99979171  =   0.99966422
 LJ0397
 LJ0397:                Primary Azimuth Mark                     Grid Az
 LJ0397:SPC NE       -  SHERIDAN AZ MK                           271 53 50.3
 LJ0397:UTM  14      -  SHERIDAN AZ MK                           272 32 32.2
 LJ0397
 LJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7520093734(NAD 83)
 LJ0397
 LJ0397|---------------------------------------------------------------------|
 LJ0397| PID    Reference Object                     Distance      Geod. Az  |
 LJ0397|                                                           dddmmss.s |
 LJ0397| CN9784 SHERIDAN RM 1                        18.479 METERS 00114     |
 LJ0397| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.13.3 KM 0283712.6 |
 LJ0397| CN9785 SHERIDAN RM 2                         8.743 METERS 09312     |
 LJ0397| CN9783 SHERIDAN AZ MK                                     2713457.9 |
 LJ0397|---------------------------------------------------------------------|
 LJ0397
 LJ0397                          SUPERSEDED SURVEY CONTROL
 LJ0397
 LJ0397  NAD 83(1986)-  40 35 05.98375(N)    100 28 28.85651(W) AD(       ) 3
 LJ0397  NAD 27      -  40 35 05.95727(N)    100 28 27.32679(W) AD(       ) 3
 LJ0397
 LJ0397.Superseded values are not recommended for survey control.
 LJ0397
 LJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0397.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0397
 LJ0397_MARKER: DS = TRIANGULATION STATION DISK
 LJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0397_STAMPING: SHERIDAN 1951
 LJ0397_MARK LOGO: CGS
 LJ0397_PROJECTION: FLUSH
 LJ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0397+STABILITY: SURFACE MOTION
 LJ0397
 LJ0397  HISTORY     - Date     Condition        Report By
 LJ0397  HISTORY     - 1951     MONUMENTED       CGS
 LJ0397
 LJ0397                          STATION DESCRIPTION
 LJ0397
 LJ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0397'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF STOCKVILLE
 LJ0397'AND ABOUT 4.5 MILES SOUTHEAST OF CURTIS ON THE ROAD RIGHT-OF-WAY,
 LJ0397'29 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 23S, 10 FEET EAST
 LJ0397'OF A TELEPHONE POLE, 4 FEET NORTHEAST OF A WITNESS POST AND
 LJ0397'2 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0397'SHERIDAN 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0397'
 LJ0397'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 31 FEET NORTH
 LJ0397'OF THE CENTER OF STATE HIGHWAY 23S AND 1 FOOT SOUTH OF AN
 LJ0397'EAST-WEST FENCE LINE.  IT IS STAMPED SHERIDAN NO 1 1951 AND
 LJ0397'PROJECTS 3 INCHES.
 LJ0397'
 LJ0397'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 29 FEET SOUTH
 LJ0397'OF THE CENTER OF STATE HIGHWAY 23S AND 2 FEET NORTH OF AN
 LJ0397'EAST-WEST FENCE LINE.  IT IS STAMPED SHERIDAN NO 2 1951 AND
 LJ0397'PROJECTS 3 INCHES.
 LJ0397'
 LJ0397'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.93 FEET.
 LJ0397'
 LJ0397'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 27 FEET NORTH
 LJ0397'OF THE CENTER OF STATE HIGHWAY 23S, 2 FEET EAST OF A WITNESS
 LJ0397'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0397'SHERIDAN 1951 AND PROJECTS 5 INCHES.
 LJ0397'
 LJ0397'TO REACH THE STATION FROM THE POST OFFICE IN STOCKVILLE, GO
 LJ0397'NORTH FOR 1 BLOCK, TURN LEFT AND GO WEST AND NORTH ON STATE
 LJ0397'HIGHWAY 23S FOR 7.8 MILES TO A POINT WHERE HIGHWAY CURVES
 LJ0397'WEST AND SCHOOLHOUSE JUST NORTH, TURN LEFT AND GO WEST FOR
 LJ0397'0.2 MILE TO STATION ON LEFT AS DESCRIBED.  CONTINUE WEST ON STATE
 LJ0397'HIGHWAY 23S FOR 0.8 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LJ0397'
 LJ0397'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0578 ***********************************************************************
 NP0578  DESIGNATION -  SHERRY
 NP0578  PID         -  NP0578
 NP0578  STATE/COUNTY-  NE/CHERRY
 NP0578  COUNTRY     -  US
 NP0578  USGS QUAD   -  GORDON SE (2017)
 NP0578
 NP0578                         *CURRENT SURVEY CONTROL
 NP0578  ______________________________________________________________________
 NP0578* NAD 83(1995) POSITION- 42 47 52.86351(N) 102 05 05.64162(W)   ADJUSTED
 NP0578* NAVD 88 ORTHO HEIGHT -  1116.    (meters)     3661.    (feet) SCALED
 NP0578  ______________________________________________________________________
 NP0578  GEOID HEIGHT    -        -18.658 (meters)                     GEOID18
 NP0578  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 NP0578  HORZ ORDER      -  SECOND
 NP0578
 NP0578.The horizontal coordinates were established by classical geodetic methods
 NP0578.and adjusted by the National Geodetic Survey in August 1997.
 NP0578
 NP0578.The orthometric height was scaled from a topographic map.
 NP0578
 NP0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0578.GEOID18 height accuracy estimate available here.
 NP0578
 NP0578.Click photographs - Photos may exist for this station.
 NP0578
 NP0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0578
 NP0578. The following values were computed from the NAD 83(1995) position.
 NP0578
 NP0578;                    North         East     Units Scale Factor Converg.
 NP0578;SPC NE       -   331,240.069   329,470.663   MT  0.99991364   -1 22 54.0
 NP0578;SPC NE       - 1,086,743.46  1,080,938.33   sFT  0.99991364   -1 22 54.0
 NP0578;UTM  13      - 4,742,507.511   738,389.819   MT  1.00029921   +1 58 53.4
 NP0578
 NP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0578!SPC NE       -   0.99982786  x   0.99991364  =   0.99974152
 NP0578!UTM  13      -   0.99982786  x   1.00029921  =   1.00012702
 NP0578
 NP0578:                Primary Azimuth Mark                     Grid Az
 NP0578:SPC NE       -  SHERRY AZ MK                             300 03 00.5
 NP0578:UTM  13      -  SHERRY AZ MK                             296 41 13.1
 NP0578
 NP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3838942507(NAD 83)
 NP0578
 NP0578|---------------------------------------------------------------------|
 NP0578| PID    Reference Object                     Distance      Geod. Az  |
 NP0578|                                                           dddmmss.s |
 NP0578| CQ4901 SHERRY RM 1                          14.783 METERS 05302     |
 NP0578| CQ4902 SHERRY RM 2                          22.086 METERS 13045     |
 NP0578| NP0580 GORDON MUNICIPAL TANK               APPROX.10.1 KM 2734059.3 |
 NP0578| CQ4900 SHERRY AZ MK                                       2984006.5 |
 NP0578|---------------------------------------------------------------------|
 NP0578
 NP0578                          SUPERSEDED SURVEY CONTROL
 NP0578
 NP0578  NAD 83(1986)-  42 47 52.85553(N)    102 05 05.64591(W) AD(       ) 2
 NP0578  NAD 27      -  42 47 52.86000(N)    102 05 04.06700(W) AD(       ) 2
 NP0578
 NP0578.Superseded values are not recommended for survey control.
 NP0578
 NP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0578.See file dsdata.pdf to determine how the superseded data were derived.
 NP0578
 NP0578_MARKER: DS = TRIANGULATION STATION DISK
 NP0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0578_STAMPING: SHERRY 1946
 NP0578_MARK LOGO: CGS
 NP0578_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0578
 NP0578  HISTORY     - Date     Condition        Report By
 NP0578  HISTORY     - 1946     MONUMENTED       CGS
 NP0578  HISTORY     - 1968     GOOD             USGS
 NP0578
 NP0578                          STATION DESCRIPTION
 NP0578
 NP0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0578'LOCATED 6.1 MILES EAST OF GORDON AND ABOUT 0.4 MILE SOUTH OF U.S.
 NP0578'HIGHWAY NO. 20 ON THE HIGHEST POINT AND THE NORTHWEST EDGE OF A
 NP0578'GRASS-COVERED SAND RIDGE WHICH RUNS IN A GENERAL
 NP0578'NORTHWESTERLY-SOUTHEASTERLY DIRECTION.  THE RIDGE IS PRECIPITOUS
 NP0578'AND SOMEWHAT ROCKY ON THE WEST SIDE.  THE STATION IS MARKED BY
 NP0578'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 NP0578'PROJECTS 6 INCHES AND IS STAMPED SHERRY 1946.
 NP0578'
 NP0578'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ABOUT 4 FEET
 NP0578'LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON
 NP0578'PIPE.  IT PROJECTS 14 INCHES AND IS STAMPED SHERRY NO 1 1946.
 NP0578'
 NP0578'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ABOUT 3 FEET
 NP0578'LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON
 NP0578'PIPE.  IT PROJECTS 12 INCHES AND IS STAMPED SHERRY NO 2 1946.
 NP0578'
 NP0578'THE AZIMUTH MARK IS NORTHWEST OF THE STATION ON THE SOUTH SIDE
 NP0578'OF U.S. HIGHWAY NO. 20.  IT IS 35 FEET SOUTH OF THE CENTER OF THE
 NP0578'HIGHWAY, 0.2 MILE WEST OF A GATE, 1-1/2 FEET NORTH OF A WIRE
 NP0578'FENCE AND ONE FOOT SOUTH OF A 4 X 4-INCH WITNESS POST.  THE MARK
 NP0578'IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 NP0578'PROJECTS 10 INCHES AND IS STAMPED SHERRY 1946.
 NP0578'
 NP0578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0578'WITH STATE HIGHWAY NO. 27 IN GORDON--GO EAST ON HIGHWAY 20 FOR 6.1
 NP0578'MILES TO A WIRE GATE ON THE RIGHT (JUST BEYOND A LARGE SIGNBOARD
 NP0578'ADVERTISING WESTON SUPER SERVICE WHICH IS ON THE NORTH SIDE OF
 NP0578'THE HIGHWAY).  PASS THROUGH GATE AND GO SOUTH ON TRACK ROAD
 NP0578'FOR 0.1 MILE.  THENCE LEAVE ROAD AND GO SOUTHEASTERLY UP STEEP
 NP0578'SLOPE TO SADDLE, THEN SHARP RIGHT TO HIGHEST POINT AND STATION.
 NP0578'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE GATE MENTIONED ABOVE.
 NP0578
 NP0578                          STATION RECOVERY (1968)
 NP0578
 NP0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NP0578'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED AS
 NP0578'DESCRIBED IN GOOD CONDITION.
 NP0578'
 NP0578'PRESENT DESCRIPTION ADEQUATE.
 NP0578'
 NP0578'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1165 ***********************************************************************
 LG1165  DESIGNATION -  SHESTAK
 LG1165  PID         -  LG1165
 LG1165  STATE/COUNTY-  NE/SALINE
 LG1165  COUNTRY     -  US
 LG1165  USGS QUAD   -  CRETE SOUTH (2017)
 LG1165
 LG1165                         *CURRENT SURVEY CONTROL
 LG1165  ______________________________________________________________________
 LG1165* NAD 83(1995) POSITION- 40 34 03.23168(N) 096 57 47.60843(W)   ADJUSTED
 LG1165* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 LG1165  ______________________________________________________________________
 LG1165  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 LG1165  LAPLACE CORR    -          6.20  (seconds)                    DEFLEC18
 LG1165  HORZ ORDER      -  THIRD
 LG1165
 LG1165.The horizontal coordinates were established by classical geodetic methods
 LG1165.and adjusted by the National Geodetic Survey in August 1997.
 LG1165
 LG1165.The orthometric height was scaled from a topographic map.
 LG1165
 LG1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1165.GEOID18 height accuracy estimate available here.
 LG1165
 LG1165.Click photographs - Photos may exist for this station.
 LG1165
 LG1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1165
 LG1165. The following values were computed from the NAD 83(1995) position.
 LG1165
 LG1165;                    North         East     Units Scale Factor Converg.
 LG1165;SPC NE       -    86,036.440   757,055.749   MT  0.99979151   +2 00 44.9
 LG1165;SPC NE       -   282,271.22  2,483,773.74   sFT  0.99979151   +2 00 44.9
 LG1165;UTM  14      - 4,492,747.885   672,416.245   MT  0.99996592   +1 19 29.8
 LG1165
 LG1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1165!SPC NE       -   0.99994030  x   0.99979151  =   0.99973182
 LG1165!UTM  14      -   0.99994030  x   0.99996592  =   0.99990622
 LG1165
 LG1165:                Primary Azimuth Mark                     Grid Az
 LG1165:SPC NE       -  SHESTAK AZ MK                            137 18 11.9
 LG1165:UTM  14      -  SHESTAK AZ MK                            137 59 27.0
 LG1165
 LG1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7241692747(NAD 83)
 LG1165
 LG1165|---------------------------------------------------------------------|
 LG1165| PID    Reference Object                     Distance      Geod. Az  |
 LG1165|                                                           dddmmss.s |
 LG1165| LG1169 CRETE MILLS WATER TANK              APPROX. 6.5 KM 0000157.4 |
 LG1165| LG1487 SHESTAK AZ MK                       436.688 METERS 1391856.8 |
 LG1165| LG1490 SHESTAK RM 3                         11.759 METERS 15844     |
 LG1165| LG1488 SHESTAK RM 1                         19.353 METERS 19628     |
 LG1165| LG1491 SHESTAK RM 4                         21.551 METERS 21653     |
 LG1165| LG1489 SHESTAK RM 2                         21.812 METERS 33039     |
 LG1165|---------------------------------------------------------------------|
 LG1165
 LG1165                          SUPERSEDED SURVEY CONTROL
 LG1165
 LG1165  NAD 83(1986)-  40 34 03.23951(N)    096 57 47.60787(W) AD(       ) 3
 LG1165  NAD 27      -  40 34 03.23000(N)    096 57 46.49300(W) AD(       ) 3
 LG1165
 LG1165.Superseded values are not recommended for survey control.
 LG1165
 LG1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1165.See file dsdata.pdf to determine how the superseded data were derived.
 LG1165
 LG1165_MARKER: DS = TRIANGULATION STATION DISK
 LG1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1165_STAMPING: SHESTAK 1947
 LG1165_MARK LOGO: CGS
 LG1165_PROJECTION: FLUSH
 LG1165_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1165+STABILITY: SURFACE MOTION
 LG1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1165+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LG1165
 LG1165  HISTORY     - Date     Condition        Report By
 LG1165  HISTORY     - 1947     MONUMENTED       CGS
 LG1165  HISTORY     - 1947     GOOD             CGS
 LG1165  HISTORY     - 1962     GOOD             CGS
 LG1165  HISTORY     - 1980     GOOD             NGS
 LG1165  HISTORY     - 19801107 GOOD             NGS
 LG1165  HISTORY     - 20150811 GOOD             NEGS
 LG1165
 LG1165                          STATION DESCRIPTION
 LG1165
 LG1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1165'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF CRETE AND 6.0
 LG1165'MILES NORTH-NORTHWEST OF WILBER ON THE RIGHT-OF-WAY OF THE
 LG1165'C. B. AND. Q. RAILROAD AT SHESTAK SIDING AND GRAIN ELEVATOR.  IT
 LG1165'IS 115 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 33 FEET
 LG1165'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD LEADING UP TO GRAIN
 LG1165'ELEVATOR AND 56 FEET SOUTHEAST OF THE WATER PUMP.  IT IS STAMPED
 LG1165'SHESTAK 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1165'
 LG1165'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 52 FEET
 LG1165'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 20 FEET EAST OF THE
 LG1165'NORTH-SOUTH ROAD LEADING TO GRAIN ELEVATOR.  IT IS STAMPED
 LG1165'SHESTAK NO 1 1947 AND PROJECTS 6 INCHES.
 LG1165'
 LG1165'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET
 LG1165'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GRAIN ELEVATOR AND
 LG1165'30 FEET NORTHEAST OF THE WATER PUMP.  IT IS STAMPED SHESTAK NO
 LG1165'2 1947 AND PROJECTS 4 INCHES.
 LG1165'
 LG1165'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION,
 LG1165'45 FEET WEST OF THE CENTER OF STATE ROUTE NO 82, 2 FEET NORTH
 LG1165'OF TELEPHONE POLE AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT
 LG1165'IS STAMPED SHESTAK 1947 AND PROJECTS 6 INCHES.
 LG1165'
 LG1165'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER, GO
 LG1165'NORTH ON STATE ROUTE NO 82 FOR 5.8 MILES TO THE AZIMUTH MARK
 LG1165'ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON STATE ROUTE 82
 LG1165'FOR 0.2 MILE TO CROSSROADS WHERE POWER LINE CROSSES HIGHWAY, TURN
 LG1165'LEFT AND GO WEST FOR 0.2 MILE TO GRAIN ELEVATOR AND STATION ON
 LG1165'THE RIGHT AS DESCRIBED.
 LG1165'
 LG1165'A 74 FOOT SIGNAL AT STATION CRETE IS VISIBLE FROM THE GROUND
 LG1165'
 LG1165'A 4 FOOT SIGNAL AT STATION SALINE IS VISIBLE AT 37 FEET
 LG1165'
 LG1165'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1165
 LG1165                          STATION RECOVERY (1947)
 LG1165
 LG1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1165'RECOVERED IN GOOD CONDITION.
 LG1165
 LG1165                          STATION RECOVERY (1962)
 LG1165
 LG1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG1165'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1165'FOUND IN GOOD CONDITION AFTER A LENGTHY SEARCH.  STATE HIGHWAY
 LG1165'82 IS BEING REROUTED AND THE ELEVATOR IS NOT BEING USED, SO
 LG1165'SEVERAL ADDITIONAL REFERENCE MEASUREMENTS WERE MADE AND A
 LG1165'COMPLETE DESCRIPTION FOLLOWS.
 LG1165'
 LG1165'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF WILBER
 LG1165'AND 4 MILES SOUTH OF CRETE ON THE RIGHT-OF-WAY OF THE CHICAGO,
 LG1165'BURLINGTON AND QUINCY RAILROAD AT THE SHESTAK SIDING AND GRAIN
 LG1165'ELEVATOR (ABANDONED), ABOUT 100 YARDS EAST OF THE NEW STATE
 LG1165'HIGHWAY 82, 164 FEET NORTHEAST OF THE CENTER OF AN EAST-WEST
 LG1165'ROAD CROSSING THE MAIN TRACK, 120 FEET EAST OF THE CENTER OF
 LG1165'MAIN TRACK, 95 FEET EAST OF THE CENTER OF SIDETRACK, 115 FEET
 LG1165'NORTH OF THE CENTER OF EAST-WEST ROAD, 65 FEET NORTHEAST OF A
 LG1165'TELEGRAPH POLE, 56 FEET SOUTHEAST OF AN ABANDONED WELL PUMP,
 LG1165'33 FEET EAST OF THE CENTER OF TRACK ROAD LEADING TO ABANDONED
 LG1165'ELEVATOR, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST
 LG1165'WITH SIGN.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LG1165'GROUND AND THE DISK IS STAMPED SHESTAK 1947.  DESCRIBED IN
 LG1165'
 LG1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41
 LG1165'AND 82 IN WILBER, GO NORTH ON NEW STATE HIGHWAY 82 FOR 6.0 MILES
 LG1165'TO CROSSROADS AND THE SHESTAK SIDING ON THE RIGHT.  TURN RIGHT
 LG1165'ACROSS THE TRACKS TO THE STATION ON THE NORTH SIDE OF GRAVEL
 LG1165'ROAD AS DESCRIBED.
 LG1165'
 LG1165'REFERENCE MARK NO. 1 IS 63.49 FEET SOUTH-SOUTHWEST OF THE
 LG1165'STATION, 99 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 77
 LG1165'FEET EAST OF THE CENTER OF SIDETRACK, 55 FEET NORTH OF THE
 LG1165'CENTER OF EAST-WEST ROAD, 40 FEET EAST-SOUTHEAST OF TELEGRAPH
 LG1165'POLE, AND 20 FEET EAST OF TRACK ROAD LEADING TO ABANDONED
 LG1165'ELEVATOR.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG1165'SHESTAK NO 1 1947.
 LG1165'
 LG1165'REFERENCE MARK NO. 2 IS 71.56 FEET NORTHWEST OF THE STATION,
 LG1165'23 FEET NORTH-NORTHEAST OF WELL PUMP, 14 FEET EAST OF THE
 LG1165'EAST CONCRETE WALL FOR ELEVATOR DRIVEWAY, 10 FEET SOUTHEAST OF
 LG1165'THE SOUTHEAST CORNER OF SCALE HOUSE FOR ELEVATOR, AND 2 FEET
 LG1165'EAST OF CONCRETE STEP PLATFORM.  THE MARK PROJECTS 2 INCHES
 LG1165'AND THE DISK IS STAMPED SHESTAK NO 2 1947.
 LG1165'
 LG1165'AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 45 FEET WEST
 LG1165'OF THE CENTERLINE OF OLD STATE HIGHWAY 82, 2 FEET NORTH OF
 LG1165'TELEPHONE POLE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.
 LG1165'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SHESTAK 1947.
 LG1165'
 LG1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LG1165'GRAVEL ROAD FOR 0.2 MILE TO A ASPHALT ROAD WHICH WAS OLD STATE
 LG1165'HIGHWAY 82.  TURN RIGHT AND GO SOUTH ON ASPHALT ROAD FOR 0.15
 LG1165'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1165
 LG1165                          STATION RECOVERY (1980)
 LG1165
 LG1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LG1165'THE SURFACE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 LG1165'CONDITION BUT THE REFERENCE MARKS WERE FOUND DESTROYED.  REFERENCE
 LG1165'MARKS 3 AND 4 WERE ESTABLISHED AND AN ELECTRONIC TRAVERSE TIE WAS
 LG1165'MADE TO THE AZIMUTH MARK.  THE SURFACE MARK IS NOW 15 INCHES BELOW THE
 LG1165'GROUND SURFACE.  DUE TO THESE AND OTHER CHANGES A NEW AND COMPLETE
 LG1165'DESCRIPTION FOLLOWS.
 LG1165'
 LG1165'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF WILBUR, 4
 LG1165'MILES SOUTH OF CRETE, 0.05 MILE EAST OF STATE HIGHWAY 103, AT A
 LG1165'RAILROAD CROSSING OF A COUNTY ROAD AND ON THE EAST RIGHT-OF-WAY OF THE
 LG1165'RAILROAD AT THE SITE OF AN OLD GRAIN ELEVATOR RUINS.
 LG1165'
 LG1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103,
 LG1165'1 MILE WEST OF CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MILES TO A
 LG1165'GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 LG1165'0.05 MILE TO THE STATION ON THE LEFT.
 LG1165'
 LG1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LG1165'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.2
 LG1165'MILE TO THE MARK ON THE RIGHT.
 LG1165'
 LG1165'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---SHESTAK
 LG1165'1947---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 15 INCHES
 LG1165'BELOW THE GROUND SURFACE.  IT IS 120.0 FEET EAST OF THE CENTERLINE OF
 LG1165'THE MAIN RAILROAD TRACK, 115.0 FEET NORTH OF THE CENTERLINE OF THE
 LG1165'ROAD, 95.0 FEET EAST OF THE CENTERLINE OF A SIDE RAILROAD TRACK, 65.5
 LG1165'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD ELEVATOR FOUNDATION,
 LG1165'41.0 FEET NORTHEAST OF A TELEPHONE LINE POLE AND 1.0 FOOT SOUTH OF A
 LG1165'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS
 LG1165'DRIVEN ALONGSIDE THE UPPER MARK.
 LG1165'
 LG1165'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---SHESLAK 1947 NO 3
 LG1165'1980--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4
 LG1165'INCHES.  IT IS 102.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD
 LG1165'ELEVATOR FOUNDATION, 61.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 LG1165'AND 7.5 FEET WEST OF THE TELEPHONE LINE POLE.  REBAR WAS PLACED IN THE
 LG1165'MARK.
 LG1165'
 LG1165'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---SHESLAK 1947 NO 4
 LG1165'1980--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4
 LG1165'INCHES.  IT IS 101.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD
 LG1165'ELEVATOR FOUNDATION, 67.8 FEET WEST-SOUTHWEST OF THE TELEPHONE LINE
 LG1165'POLE, 58.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 53.5 FEET EAST
 LG1165'OF THE SIDE TRACK.  REBAR WAS PLACED IN THE MARK.
 LG1165'
 LG1165'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---SHESLAK 1947--- SET IN
 LG1165'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 47.0 FEET
 LG1165'WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH OF A TELEPHONE LINE
 LG1165'POLE AND 1.0 FOOT SOUTH OF A WITNESS POST.  REBAR WAS DRIVEN ALONG
 LG1165'SIDE OF THE MARK.
 LG1165
 LG1165                          STATION RECOVERY (1980)
 LG1165
 LG1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG1165'THE SURFACE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 LG1165'CONDITION.  RM 1 AND RM 2 WERE FOUND DESTROYED.  TWO NEW REFERENCE
 LG1165'MARKS WERE ESTABLISHED AND THE AZIMUTH MARK WAS POSITIONED.  A NEW
 LG1165'DESCRIPTION FOLLOWS.
 LG1165'THE STATION IS ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST FROM WILBUR, 4.0 MI
 LG1165'(6.4 KM) SOUTH FROM CRETE, 0.05 MI (0.08 KM) EAST FROM STATE HIGHWAY
 LG1165'103, AT A RAILROAD CROSSING OF A COUNTY ROAD, ON THE EAST
 LG1165'RIGHT-OF-WAY OF THE RAILROAD AND AT THE SITE OF AN OLD GRAIN ELEVATOR
 LG1165'RUINS.
 LG1165'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103, 1.0 MI
 LG1165'(1.6 KM) WEST FROM CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MI
 LG1165'(6.84 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 LG1165'GRAVELED ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 LG1165'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1165'RECESSED 15 IN BELOW THE GROUND SURFACE.  IT IS 120 FT (36.6 M) EAST
 LG1165'FROM THE CENTERLINE OF THE MAIN TRACKS, 115.0 FT (35.1 M) NORTH FROM
 LG1165'THE CENTERLINE OF THE ROAD, 95.0 FT (29.0 M) EAST FROM THE CENTERLINE
 LG1165'OF A SIDE TRACK, 65.5 FT (20.0 M) SOUTHEAST OF THE SOUTHEAST CORNER
 LG1165'OF THE OLD ELEVATOR FOUNDATION, 41.0 FT (12.5 M) NORTHEAST FROM A
 LG1165'TELEPHONE LINE POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.
 LG1165'THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN ALONG SIDE
 LG1165'THE SURFACE MARK.
 LG1165
 LG1165                          STATION RECOVERY (2015)
 LG1165
 LG1165'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (LB)
 LG1165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1487 ***********************************************************************
 LG1487  DESIGNATION -  SHESTAK AZ MK
 LG1487  PID         -  LG1487
 LG1487  STATE/COUNTY-  NE/SALINE
 LG1487  COUNTRY     -  US
 LG1487  USGS QUAD   -  CRETE SOUTH (2017)
 LG1487
 LG1487                         *CURRENT SURVEY CONTROL
 LG1487  ______________________________________________________________________
 LG1487* NAD 83(1995) POSITION- 40 33 52.49602(N) 096 57 35.50708(W)   ADJUSTED
 LG1487* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 LG1487  ______________________________________________________________________
 LG1487  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 LG1487  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 LG1487  HORZ ORDER      -  THIRD
 LG1487
 LG1487.The horizontal coordinates were established by classical geodetic methods
 LG1487.and adjusted by the National Geodetic Survey in August 1997.
 LG1487
 LG1487.The orthometric height was scaled from a topographic map.
 LG1487
 LG1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1487.GEOID18 height accuracy estimate available here.
 LG1487
 LG1487.Click photographs - Photos may exist for this station.
 LG1487
 LG1487.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1487
 LG1487. The following values were computed from the NAD 83(1995) position.
 LG1487
 LG1487;                    North         East     Units Scale Factor Converg.
 LG1487;SPC NE       -    85,715.561   757,351.813   MT  0.99979235   +2 00 52.9
 LG1487;SPC NE       -   281,218.47  2,484,745.07   sFT  0.99979235   +2 00 52.9
 LG1487;UTM  14      - 4,492,423.420   672,708.488   MT  0.99996717   +1 19 37.3
 LG1487
 LG1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1487!SPC NE       -   0.99994033  x   0.99979235  =   0.99973269
 LG1487!UTM  14      -   0.99994033  x   0.99996717  =   0.99990750
 LG1487
 LG1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7270892423(NAD 83)
 LG1487
 LG1487                          SUPERSEDED SURVEY CONTROL
 LG1487
 LG1487  NAD 83(1986)-  40 33 52.50387(N)    096 57 35.50650(W) AD(       ) 3
 LG1487
 LG1487.Superseded values are not recommended for survey control.
 LG1487
 LG1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1487.See file dsdata.pdf to determine how the superseded data were derived.
 LG1487
 LG1487_MARKER: DZ = AZIMUTH MARK DISK
 LG1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1487_STAMPING: SHESTAK 1947
 LG1487_MARK LOGO: CGS
 LG1487_PROJECTION: FLUSH
 LG1487_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1487+STABILITY: SURFACE MOTION
 LG1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1487+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LG1487
 LG1487  HISTORY     - Date     Condition        Report By
 LG1487  HISTORY     - 1947     MONUMENTED       CGS
 LG1487  HISTORY     - 19801107 GOOD             NGS
 LG1487  HISTORY     - 19810619 GOOD             NGS
 LG1487  HISTORY     - 20150811 GOOD             NEGS
 LG1487
 LG1487                          STATION DESCRIPTION
 LG1487
 LG1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LG1487'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST FROM
 LG1487'WILBUR, 4.25 MI (6.84 KM) SOUTH FROM CRETE, 0.25 MI (0.40 KM) EAST
 LG1487'FROM STATE HIGHWAY 103 AND ON THE WEST RIGHT-OF-WAY OF A GRAVELED
 LG1487'COUNTY ROAD.
 LG1487'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103, 1.0 MI
 LG1487'(1.6 KM) WEST FROM CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MI
 LG1487'(6.84 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 LG1487'GRAVELED ROAD FOR 0.25 MI (0.40 KM) TO A CROSSROAD.  TURN RIGHT AND
 LG1487'GO SOUTH ON A GRAVELED ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 LG1487'RIGHT.
 LG1487'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1487'WITH THE GROUND SURFACE.  IT IS 47.0 FT (14.3 M) WEST FROM THE
 LG1487'CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) NORTH FROM A TELEPHONE LINE
 LG1487'POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.  REBAR WAS DRIVEN
 LG1487'ALONG SIDE THE MARK.
 LG1487
 LG1487                          STATION RECOVERY (1981)
 LG1487
 LG1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LG1487'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST FROM
 LG1487'WILBUR, 4.25 MI (6.84 KM) SOUTH FROM CRETE, 0.25 MI (0.40 KM) EAST
 LG1487'FROM STATE HIGHWAY 103 AND ON THE WEST RIGHT-OF-WAY OF A GRAVELED
 LG1487'COUNTY ROAD. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103,
 LG1487'1.0 MI (1.6 KM) WEST FROM CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MI
 LG1487'(6.84 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 LG1487'GRAVELED ROAD FOR 0.25 MI (0.40 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 LG1487'SOUTH ON A GRAVELED ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 LG1487'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1487'WITH THE GROUND SURFACE.  IT IS 47.0 FT (14.3 M) WEST FROM THE
 LG1487'CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) NORTH FROM A TELEPHONE LINE
 LG1487'POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.  REBAR WAS DRIVEN
 LG1487'ALONG SIDE THE MARK.
 LG1487
 LG1487                          STATION RECOVERY (2015)
 LG1487
 LG1487'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (LB)
 LG1487'SURROUNDED BY HUGE THICKETS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0860 ***********************************************************************
 LG0860  DESIGNATION -  SHICKLEY
 LG0860  PID         -  LG0860
 LG0860  STATE/COUNTY-  NE/FILLMORE
 LG0860  COUNTRY     -  US
 LG0860  USGS QUAD   -  SHICKLEY (2017)
 LG0860
 LG0860                         *CURRENT SURVEY CONTROL
 LG0860  ______________________________________________________________________
 LG0860* NAD 83(1995) POSITION- 40 27 59.45486(N) 097 42 38.40828(W)   ADJUSTED
 LG0860* NAVD 88 ORTHO HEIGHT -   516.    (meters)     1693.    (feet) SCALED
 LG0860  ______________________________________________________________________
 LG0860  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 LG0860  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 LG0860  HORZ ORDER      -  THIRD
 LG0860
 LG0860.The horizontal coordinates were established by classical geodetic methods
 LG0860.and adjusted by the National Geodetic Survey in August 1997.
 LG0860
 LG0860.The orthometric height was scaled from a topographic map.
 LG0860
 LG0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0860.GEOID18 height accuracy estimate available here.
 LG0860
 LG0860.Click photographs - Photos may exist for this station.
 LG0860
 LG0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0860
 LG0860. The following values were computed from the NAD 83(1995) position.
 LG0860
 LG0860;                    North         East     Units Scale Factor Converg.
 LG0860;SPC NE       -    72,872.709   694,100.605   MT  0.99982160   +1 31 01.7
 LG0860;SPC NE       -   239,083.21  2,277,228.40   sFT  0.99982160   +1 31 01.7
 LG0860;UTM  14      - 4,480,336.195   609,305.765   MT  0.99974707   +0 50 12.7
 LG0860
 LG0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0860!SPC NE       -   0.99992321  x   0.99982160  =   0.99974482
 LG0860!UTM  14      -   0.99992321  x   0.99974707  =   0.99967030
 LG0860
 LG0860:                Primary Azimuth Mark                     Grid Az
 LG0860:SPC NE       -  SHICKLEY AZ MK                           005 57 50.1
 LG0860:UTM  14      -  SHICKLEY AZ MK                           006 38 39.1
 LG0860
 LG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0930580336(NAD 83)
 LG0860
 LG0860|---------------------------------------------------------------------|
 LG0860| PID    Reference Object                     Distance      Geod. Az  |
 LG0860|                                                           dddmmss.s |
 LG0860| CN9789 SHICKLEY AZ MK                                     0072851.8 |
 LG0860| CN9791 SHICKLEY RM 2                        15.580 METERS 09247     |
 LG0860| LG0859 SHICKLEY MUNICIPAL TANK             APPROX. 5.5 KM 1913602.5 |
 LG0860| LG0858 SHICKLEY ZION EVAN LUTH CH          APPROX. 5.5 KM 1950619.4 |
 LG0860| CN9790 SHICKLEY RM 1                        12.980 METERS 35825     |
 LG0860|---------------------------------------------------------------------|
 LG0860
 LG0860                          SUPERSEDED SURVEY CONTROL
 LG0860
 LG0860  NAD 83(1986)-  40 27 59.46212(N)    097 42 38.40995(W) AD(       ) 3
 LG0860  NAD 27      -  40 27 59.42800(N)    097 42 37.22300(W) AD(       ) 3
 LG0860
 LG0860.Superseded values are not recommended for survey control.
 LG0860
 LG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0860.See file dsdata.pdf to determine how the superseded data were derived.
 LG0860
 LG0860_MARKER: DS = TRIANGULATION STATION DISK
 LG0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0860_STAMPING: SHICKLEY 1950
 LG0860_MARK LOGO: CGS
 LG0860_PROJECTION: FLUSH
 LG0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0860+STABILITY: SURFACE MOTION
 LG0860
 LG0860  HISTORY     - Date     Condition        Report By
 LG0860  HISTORY     - 1950     MONUMENTED       CGS
 LG0860  HISTORY     - 1963     MARK NOT FOUND   CGS
 LG0860
 LG0860                          STATION DESCRIPTION
 LG0860
 LG0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0860'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 4 MILES SOUTH
 LG0860'OF GENEVA, AND 3-1/2 MILES NORTHEAST OF SHICKLEY.  IT IS IN THE
 LG0860'SOUTHWEST CORNER OF A CEMETERY, 34 FEET NORTH OF THE APPROXIMATE
 LG0860'CENTERLINE OF A GRAVEL ROAD, 20 FEET WEST OF THE APPROXIMATE
 LG0860'CENTERLINE OF THE CEMETERY DRIVEWAY AND 4 FEET NORTHEAST OF A T
 LG0860'FENCE CORNER.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 LG0860'GROUND AND THE DISK IS STAMPED SHICKLEY 1950.
 LG0860'
 LG0860'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A NORTH-SOUTH FENCE
 LG0860'ALONG THE WEST SIDE OF THE CEMETERY.  THE MARK PROJECTS 2 INCHES
 LG0860'AND THE DISK IS STAMPED SHICKLEY NO 1 1950.
 LG0860'
 LG0860'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE APPROXIMATE
 LG0860'CENTERLINE OF THE ROAD, 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0860'OF THE DRIVEWAY AND 1 FOOT NORTH OF AN EAST-WEST FENCE ALONG
 LG0860'THE SOUTH SIDE OF THE CEMETERY.  THE MARK PROJECTS 2 INCHES AND
 LG0860'THE DISK IS STAMPED SHICKLEY NO 2 1950.
 LG0860'
 LG0860'THE AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0860'OF A SECTION LINE ROAD, 2 FEET WEST OF A FENCE AND 1-1/2 FEET
 LG0860'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LG0860'DISK IS STAMPED SHICKLEY 1950.
 LG0860'
 LG0860'TO REACH THE STATION FROM THE POST OFFICE IN GENEVA, GO WEST
 LG0860'1 BLOCK, TURN SOUTH AND GO 3 BLOCKS TO STATE HIGHWAY 41.  TURN
 LG0860'RIGHT ON THE HIGHWAY AND GO WEST FOR 4 MILES TO A CROSSROAD.
 LG0860'TURN LEFT AND GO SOUTH FOR 4.0 MILES TO ANOTHER CROSSROAD.  TURN
 LG0860'RIGHT AND GO WEST FOR 2.0 MILES TO A CROSSROAD AND A CEMETERY
 LG0860'IN THE NORTHWEST CORNER.  THE STATION IS IN THE SOUTHWEST CORNER
 LG0860'OF THE CEMETERY AS DESCRIBED.
 LG0860'
 LG0860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 LG0860'MILE TO THE CROSSROAD, TURN LEFT AND GO NORTH FOR 0.4 MILE TO THE
 LG0860'MARK ON THE RIGHT AS DESCRIBED.
 LG0860'
 LG0860'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0860
 LG0860                          STATION RECOVERY (1963)
 LG0860
 LG0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0860'STATION AND THE REFERENCE MARKS WERE NOT FOUND FOLLOWING A BRIEF
 LG0860'SEARCH.  MONUMENTS POSSIBLE DESTROYED DURING ROAD CONSTRUCTION IN
 LG0860'THE AREA.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 LG0860'
 LG0860'THE ROUTE DESCRIPTION WAS ADEQUATE TO THE CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0859 ***********************************************************************
 LG0859  DESIGNATION -  SHICKLEY MUNICIPAL TANK
 LG0859  PID         -  LG0859
 LG0859  STATE/COUNTY-  NE/FILLMORE
 LG0859  COUNTRY     -  US
 LG0859  USGS QUAD   -  SHICKLEY (2017)
 LG0859
 LG0859                         *CURRENT SURVEY CONTROL
 LG0859  ______________________________________________________________________
 LG0859* NAD 83(1995) POSITION- 40 25 04.59523(N) 097 43 25.37266(W)   ADJUSTED
 LG0859  ______________________________________________________________________
 LG0859  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 LG0859  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 LG0859  HORZ ORDER      -  THIRD
 LG0859
 LG0859.The horizontal coordinates were established by classical geodetic methods
 LG0859.and adjusted by the National Geodetic Survey in August 1997.
 LG0859
 LG0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0859.GEOID18 height accuracy estimate available here.
 LG0859
 LG0859.Click photographs - Photos may exist for this station.
 LG0859
 LG0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0859
 LG0859. The following values were computed from the NAD 83(1995) position.
 LG0859
 LG0859;                    North         East     Units Scale Factor Converg.
 LG0859;SPC NE       -    67,452.694   693,136.749   MT  0.99983715   +1 30 30.6
 LG0859;SPC NE       -   221,301.05  2,274,066.15   sFT  0.99983715   +1 30 30.6
 LG0859;UTM  14      - 4,474,928.463   608,277.683   MT  0.99974432   +0 49 39.3
 LG0859
 LG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0827774928(NAD 83)
 LG0859
 LG0859                          SUPERSEDED SURVEY CONTROL
 LG0859
 LG0859  NAD 83(1986)-  40 25 04.60209(N)    097 43 25.37366(W) AD(       ) 3
 LG0859  NAD 27      -  40 25 04.55000(N)    097 43 24.19300(W) AD(       ) 3
 LG0859
 LG0859.Superseded values are not recommended for survey control.
 LG0859
 LG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0859.See file dsdata.pdf to determine how the superseded data were derived.
 LG0859
 LG0859_MARKER: 53 = ELEVATED TANK
 LG0859
 LG0859  HISTORY     - Date     Condition        Report By
 LG0859  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0859  HISTORY     - 1963     GOOD             CGS
 LG0859
 LG0859                          STATION DESCRIPTION
 LG0859
 LG0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0859'THIS STATION IS LOCATED 1 BLOCK NORTH OF THE POST OFFICE IN THE
 LG0859'TOWN OF SHICKLEY.  IT IS A 4 LEGGED STEEL STRUCTURE, 35 FEET
 LG0859'SQUARE AT THE BASE, ABOUT 90 FEET HIGH, AND IS SILVER IN COLOR.
 LG0859'THERE IS A LIGHT ON THE TOP AND THE NAME SHICKLEY IS PAINTED
 LG0859'ON THE SIDE OF THE TANK.
 LG0859'
 LG0859'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0859
 LG0859                          STATION RECOVERY (1963)
 LG0859
 LG0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0859'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0858 ***********************************************************************
 LG0858  DESIGNATION -  SHICKLEY ZION EVAN LUTH CH
 LG0858  PID         -  LG0858
 LG0858  STATE/COUNTY-  NE/FILLMORE
 LG0858  COUNTRY     -  US
 LG0858  USGS QUAD   -  SHICKLEY (2017)
 LG0858
 LG0858                         *CURRENT SURVEY CONTROL
 LG0858  ______________________________________________________________________
 LG0858* NAD 83(1995) POSITION- 40 25 06.29462(N) 097 43 39.56016(W)   ADJUSTED
 LG0858  ______________________________________________________________________
 LG0858  GEOID HEIGHT    -        -26.661 (meters)                     GEOID18
 LG0858  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 LG0858  HORZ ORDER      -  THIRD
 LG0858
 LG0858.The horizontal coordinates were established by classical geodetic methods
 LG0858.and adjusted by the National Geodetic Survey in August 1997.
 LG0858
 LG0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0858.GEOID18 height accuracy estimate available here.
 LG0858
 LG0858.Click photographs - Photos may exist for this station.
 LG0858
 LG0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0858
 LG0858. The following values were computed from the NAD 83(1995) position.
 LG0858
 LG0858;                    North         East     Units Scale Factor Converg.
 LG0858;SPC NE       -    67,496.289   692,801.068   MT  0.99983699   +1 30 21.2
 LG0858;SPC NE       -   221,444.07  2,272,964.84   sFT  0.99983699   +1 30 21.2
 LG0858;UTM  14      - 4,474,976.040   607,942.575   MT  0.99974342   +0 49 30.1
 LG0858
 LG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0794274976(NAD 83)
 LG0858
 LG0858                          SUPERSEDED SURVEY CONTROL
 LG0858
 LG0858  NAD 83(1986)-  40 25 06.30265(N)    097 43 39.56114(W) AD(       ) 3
 LG0858  NAD 27      -  40 25 06.24000(N)    097 43 38.38000(W) AD(       ) 3
 LG0858
 LG0858.Superseded values are not recommended for survey control.
 LG0858
 LG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0858.See file dsdata.pdf to determine how the superseded data were derived.
 LG0858
 LG0858_MARKER: 91 = CHURCH CROSS
 LG0858
 LG0858  HISTORY     - Date     Condition        Report By
 LG0858  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0858
 LG0858                          STATION DESCRIPTION
 LG0858
 LG0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0858'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL TOWN
 LG0858'OF SHICKLEY.  THE CHURCH IS BUILT OF RED BRICK WITH A WOODEN
 LG0858'STEEPLE.  THE STEEPLE IS ABOUT 60 FOOT HIGH WITH A CROSS ON TOP.
 LG0858'
 LG0858'TO REACH THE STATION FROM THE POST OFFICE IN SHICKLEY, GO
 LG0858'NORTH ON THE MAIN STREET FOR 0.1 MILE TO A CROSS STREETS.
 LG0858'TURN LEFT (WEST) FOR 0.25 MILE TO STATION ON LEFT.
 LG0858'
 LG0858'THE POINT INTERSECTED WAS THE CROSS ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0720 ***********************************************************************
 NP0720  DESIGNATION -  SHIMEK
 NP0720  PID         -  NP0720
 NP0720  STATE/COUNTY-  NE/BOX BUTTE
 NP0720  COUNTRY     -  US
 NP0720  USGS QUAD   -  MARSLAND SE (2017)
 NP0720
 NP0720                         *CURRENT SURVEY CONTROL
 NP0720  ______________________________________________________________________
 NP0720* NAD 83(1995) POSITION- 42 22 14.62581(N) 103 21 32.00975(W)   ADJUSTED
 NP0720* NAVD 88 ORTHO HEIGHT -  1395.    (meters)     4577.    (feet) SCALED
 NP0720  ______________________________________________________________________
 NP0720  GEOID HEIGHT    -        -18.044 (meters)                     GEOID18
 NP0720  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 NP0720  HORZ ORDER      -  FIRST
 NP0720
 NP0720.The horizontal coordinates were established by classical geodetic methods
 NP0720.and adjusted by the National Geodetic Survey in August 1997.
 NP0720
 NP0720.The orthometric height was scaled from a topographic map.
 NP0720
 NP0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0720.GEOID18 height accuracy estimate available here.
 NP0720
 NP0720.Click photographs - Photos may exist for this station.
 NP0720
 NP0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0720
 NP0720. The following values were computed from the NAD 83(1995) position.
 NP0720
 NP0720;                    North         East     Units Scale Factor Converg.
 NP0720;SPC NE       -   287,098.662   223,466.904   MT  0.99977258   -2 13 33.3
 NP0720;SPC NE       -   941,922.86    733,157.67   sFT  0.99977258   -2 13 33.3
 NP0720;UTM  13      - 4,692,243.547   635,122.674   MT  0.99982465   +1 06 22.1
 NP0720
 NP0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0720!SPC NE       -   0.99978414  x   0.99977258  =   0.99955677
 NP0720!UTM  13      -   0.99978414  x   0.99982465  =   0.99960883
 NP0720
 NP0720:                Primary Azimuth Mark                     Grid Az
 NP0720:SPC NE       -  SHIMEK AZ MK                             165 15 14.2
 NP0720:UTM  13      -  SHIMEK AZ MK                             161 55 18.8
 NP0720
 NP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3512292243(NAD 83)
 NP0720
 NP0720|---------------------------------------------------------------------|
 NP0720| PID    Reference Object                     Distance      Geod. Az  |
 NP0720|                                                           dddmmss.s |
 NP0720| CQ4904 SHIMEK RM 1                           8.460 METERS 10253     |
 NP0720| CQ4903 SHIMEK AZ MK                                       1630140.9 |
 NP0720| CQ4905 SHIMEK RM 2                          12.110 METERS 16909     |
 NP0720|---------------------------------------------------------------------|
 NP0720
 NP0720                          SUPERSEDED SURVEY CONTROL
 NP0720
 NP0720  NAD 83(1993)-  42 22 14.62587(N)    103 21 32.01007(W) AD(       ) 1
 NP0720  NAD 83(1986)-  42 22 14.62656(N)    103 21 32.00520(W) AD(       ) 1
 NP0720  NAD 27      -  42 22 14.76400(N)    103 21 30.25300(W) AD(       ) 1
 NP0720
 NP0720.Superseded values are not recommended for survey control.
 NP0720
 NP0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0720.See file dsdata.pdf to determine how the superseded data were derived.
 NP0720
 NP0720_MARKER: DS = TRIANGULATION STATION DISK
 NP0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0720_STAMPING: SHIMEK 1934
 NP0720_MARK LOGO: CGS
 NP0720_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0720+STABILITY: SURFACE MOTION
 NP0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0720+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 NP0720
 NP0720  HISTORY     - Date     Condition        Report By
 NP0720  HISTORY     - 1934     MONUMENTED       CGS
 NP0720  HISTORY     - 19921020 GOOD             NEDR
 NP0720
 NP0720                          STATION DESCRIPTION
 NP0720
 NP0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0720'THE STATION IS 5 MILES, AIRLINE, SW OF MARSLAND ON A PROMINENT
 NP0720'PROJECTION ON THE HIGH BLUFFS OVERLOOKING THE NIOBRARA RIVER TO
 NP0720'THE N.  THIS POINT IS ABOUT 150 YARDS NW OF MR. SHIMEKS FARM
 NP0720'BUILDINGS.
 NP0720'
 NP0720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0720'BRONZE DISKS SET IN CONCRETE.
 NP0720'
 NP0720'REFERENCE MARK NO. 1 IS E AND NO. 2 IS SSE OF THE STATION.
 NP0720'
 NP0720'THE AZIMUTH MARK IS SSE OF THE STATION, 22 FEET S OF A FENCE
 NP0720'CORNER, 6 FEET E OF THE CENTER LINE OF A FARM ROAD, AND 1-1/2
 NP0720'FEET W OF N-S FENCE.
 NP0720'
 NP0720'THE STATION MAY BE REACHED FROM MARSLAND POST OFFICE BY DRIVING
 NP0720'W ON MAIN GRADED TO T-INTERSECTION, 0.8 MILE.  TURN LEFT AND GO
 NP0720'S ON STATE ROUTE 2, FOR 6.8 MILES.  LEAVE STATE ROUTE 2 WHERE
 NP0720'THERE IS A POWER-LINE POLE ON THE E SIDE OF THE HIGHWAY, WITH A
 NP0720'WIRE BRACE ACROSS THE ROAD AND THE BRACE POLE, IN THE NW CORNER
 NP0720'OF THE INTERSECTION.  TURN W ON GRADE AND DRIVE 2.5 MILES.
 NP0720'LEAVE GRADE AND TURN RIGHT, OR N, ON A PLAIN DIRT ROAD.  (THERE
 NP0720'IS A STEEL MAIL BOX ON THE N SIDE OF THE GRADE WITH THE NUMBER
 NP0720'6 ON IT AT THIS TURN.) DRIVE N 1.2 MILES.  PASS THROUGH GATE
 NP0720'E OF MR. SHIMEKS FARM BUILDINGS AND DRIVE NW 0.2 MILE TO TOP
 NP0720'OF HILL AND STATION.
 NP0720'
 NP0720'A 15-FOOT STAND WILL CLEAR ALL LINES.
 NP0720
 NP0720                          STATION RECOVERY (1992)
 NP0720
 NP0720'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NP0720'THE SURFACE STATTION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 NP0720'WERE RECOVERED IN GOOD CONDITION ABOUT 15 KM (9.30 MI) WEST-NORTHWEST
 NP0720'OF HEMINGFORD, 8 KM (4.95 MI) SOUTHWEST OF MARSLAND AND IN A PASTURE
 NP0720'IN THE E1/4, OF THE SW1/4, SEC26, T28N, R52W.  OWNERSHIP WAS NOW
 NP0720'VERIFIED THIS DATE.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.  TO
 NP0720'REACH THE MARK FROM THE JUNCTION OF MAIN STREET WITH STATE HIGHWAY 2,
 NP0720'IN HEMINGFORD, GO WEST ON HIGHWAY 2 FOR 12.0 MI (19.3 KM) TO THE
 NP0720'JUNCTION OF STATE HIGHWAY 71.  THE JUNCTION IS LOCALLY KNOWN AS LAWN
 NP0720'CHURCH INTERSECTION.  TURN RIGHT AND GO NORTH ON HIGHWAY 71 FOR 2.0 MI
 NP0720'(3.2 KM) TO COUNTY CROSSORAD.  TURN LEFT AND GO WEST FOR 2.0 MI (3.2
 NP0720'KM) TO A FARM ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE FARM
 NP0720'ROAD FOR 1.0 MI (1.6 KM) TO AN EAST-WEST TREE ROW.  TURN LEFT AND GO
 NP0720'WEST ON THE FARM ROAD, ALONG THE NORTH SIDE OF THE TREE ROW, FOR 0.50
 NP0720'MI (0.80 KM) TO A NORTH-SOUTH TREE ROW AND THE AZIMUTH MARK AT THE
 NP0720'WEST END OF THE EAST-WEST TREE ROW, 1.3 FT (0.4 M) EAST OF A WITNESS
 NP0720'POST.  TURN RIGHT AND GO NORTH, ALONG THE EAST SIDE OF THE TREE ROW
 NP0720'FOR 0.25 MI (0.40 KM) TO A FARM HOUSE.  CONTINUE NORTH ON A TRAIL,
 NP0720'EAST OF THE FARM HOUSE, TO 2 GATES.  PASS THROUGH THE GATES, TURN LEFT
 NP0720'AND GO WEST ALONG AN EAST-WEST FENCE FOR 400 FT, (121.9 M) THEN TURN
 NP0720'RIGHT AND MEANDER NORTH FOR 300 FT (91.4 M) TO THE TOP OF A LONE KNOLL
 NP0720'AND THE MARK, 12.1 FT (3.7 M) NORTH-NORTHWEST OF RM 2 AND 8.46 FT
 NP0720'(2.58 M) WEST-NORTHWEST OF RM 1.  REBAR WAS DRIVEN ALONG THE NORTH
 NP0720'SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4093 ***********************************************************************
 AB4093  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4093  CBN         -  This is a Cooperative Base Network Control Station.
 AB4093  DESIGNATION -  SHOP
 AB4093  PID         -  AB4093
 AB4093  STATE/COUNTY-  NE/LANCASTER
 AB4093  COUNTRY     -  US
 AB4093  USGS QUAD   -  LINCOLN (2017)
 AB4093
 AB4093                         *CURRENT SURVEY CONTROL
 AB4093  ______________________________________________________________________
 AB4093* NAD 83(2011) POSITION- 40 49 11.44909(N) 096 43 36.33890(W)   ADJUSTED
 AB4093* NAD 83(2011) ELLIP HT-   326.069 (meters)        (06/27/12)   ADJUSTED
 AB4093* NAD 83(2011) EPOCH   -  2010.00
 AB4093* NAVD 88 ORTHO HEIGHT -   352.16  (meters)     1155.4   (feet) GPS OBS
 AB4093  ______________________________________________________________________
 AB4093  NAVD 88 orthometric height was determined with an earlier geoid model
 AB4093  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 AB4093  NAD 83(2011) X  -   -566,221.550 (meters)                     COMP
 AB4093  NAD 83(2011) Y  - -4,800,662.780 (meters)                     COMP
 AB4093  NAD 83(2011) Z  -  4,147,516.726 (meters)                     COMP
 AB4093  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 AB4093
 AB4093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4093  Standards:
 AB4093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4093  -------------------------------------------------------------------
 AB4093  NETWORK    0.33   0.82           0.15   0.11   0.42     -0.04779338
 AB4093  -------------------------------------------------------------------
 AB4093  Click here for local accuracies and other accuracy information.
 AB4093
 AB4093.The horizontal coordinates were established by GPS observations
 AB4093.and adjusted by the National Geodetic Survey in June 2012.
 AB4093
 AB4093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4093.been affixed to the stable North American tectonic plate. See 
 AB4093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4093
 AB4093.The horizontal coordinates are valid at the epoch date displayed above
 AB4093.which is a decimal equivalence of Year/Month/Day.
 AB4093
 AB4093.The orthometric height was determined by GPS observations and a
 AB4093.high-resolution geoid model using precise GPS observation and
 AB4093.processing techniques.
 AB4093
 AB4093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4093.GEOID18 height accuracy estimate available here.
 AB4093
 AB4093.Click photographs - Photos may exist for this station.
 AB4093
 AB4093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4093
 AB4093.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4093
 AB4093.The ellipsoidal height was determined by GPS observations
 AB4093.and is referenced to NAD 83.
 AB4093
 AB4093. The following values were computed from the NAD 83(2011) position.
 AB4093
 AB4093;                    North         East     Units Scale Factor Converg.
 AB4093;SPC NE       -   114,755.503   776,002.489   MT  0.99972973   +2 10 09.0
 AB4093;SPC NE       -   376,493.68  2,545,934.83   sFT  0.99972973   +2 10 09.0
 AB4093;UTM  14      - 4,521,245.402   691,709.915   MT  1.00005238   +1 29 11.1
 AB4093
 AB4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4093!SPC NE       -   0.99994885  x   0.99972973  =   0.99967860
 AB4093!UTM  14      -   0.99994885  x   1.00005238  =   1.00000123
 AB4093
 AB4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9170921245(NAD 83)
 AB4093
 AB4093                          SUPERSEDED SURVEY CONTROL
 AB4093
 AB4093  NAD 83(2007)-  40 49 11.44912(N)    096 43 36.33939(W) AD(2002.00) 0
 AB4093  ELLIP H (02/10/07)  326.088  (m)                       GP(2002.00)    
 AB4093  ELLIP H (07/10/01)  326.072  (m)                       GP(       ) 4 1
 AB4093  NAD 83(1995)-  40 49 11.44917(N)    096 43 36.33871(W) AD(       ) B
 AB4093  ELLIP H (06/25/96)  326.159  (m)                       GP(       ) 1 1
 AB4093  NAVD 88 (06/25/96)  352.2    (m)  GEOID93  model used  GPS OBS        
 AB4093
 AB4093.Superseded values are not recommended for survey control.
 AB4093
 AB4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4093.See file dsdata.pdf to determine how the superseded data were derived.
 AB4093
 AB4093_MARKER: B = BOLT
 AB4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4093+STABILITY: SURFACE MOTION
 AB4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4093+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AB4093
 AB4093  HISTORY     - Date     Condition        Report By
 AB4093  HISTORY     - 1995     MONUMENTED       NE-109
 AB4093  HISTORY     - 20000601 GOOD             NEDR
 AB4093  HISTORY     - 2002     GOOD             NEDR
 AB4093  HISTORY     - 20100503 GOOD             INDIV
 AB4093
 AB4093                          STATION DESCRIPTION
 AB4093
 AB4093'DESCRIBED BY LANCASTER COUNTY NEBRASKA 1995 (KS)
 AB4093'THE STATION IS LOCATED IN LINCOLN, AT THE LANCASTER COUNTY MAINTENANCE
 AB4093'SHOP OFFICE, JUST SOUTH OF THE SOUTH ENTRANCE DOOR.
 AB4093'OWNERSHIP--LANCASTER COUNTY, 444 CHERRYCREEK ROAD, LINCOLN NE, PHONE
 AB4093'402-441-7797.  FOR ADDITIONAL INFORMATION CONTACT JAMES W. LANGTRY,
 AB4093'GIS MANAGER, LANCASTER COUNTY ENGINEERING DEPARTMENT, 555 SOUTH 10TH
 AB4093'STREET, LINCOLN NE 68508, PHONE 402-441-7681.
 AB4093'
 AB4093'TO REACH THE STATION FROM THE SOUTH END OF THE INTERSTATE HIGHWAY 180
 AB4093'OVERPASS OVER INTERSTATE HIGHWAY 80 NORTH OF LINCOLN, GO SOUTH ON
 AB4093'INTERSTATE HIGHWAY 180 (TURNS INTO 9TH STREET) TO THE INTERSECTION OF
 AB4093'O STREET. TURN RIGHT AND GO WEST FOR 0.8 MI (1.3 KM) ON O STREET TO
 AB4093'SUNVALLEY BLVD.  TURN RIGHT AND GO NORTH FOR 0.4 MI (0.6 KM) TO
 AB4093'WESTGATE BLVD. TURN LEFT AND GO WEST AND NORTH FOR APPROXIMATELY 0.2
 AB4093'MI (0.3 KM) TO CHERRYCREEK ROAD.  TURN LEFT AND GO WEST FOR ONE BLOCK
 AB4093'TO THE LANCASTER COUNTY SHOP AND MATERIAL YARD AND THE STATION, SOUTH
 AB4093'OF THE SHOP BUILDINGS AND WEST OF THE GAS PUMPS.
 AB4093'
 AB4093'THE STATION IS A 5/8 INCH THREADED BOLT PROJECTING 0.5 INCHES ABOVE AN
 AB4093'EIGHT INCHES IN DIAMETER BY 1.25 INCHES STEEL PLATE WHICH IS ATTACHED
 AB4093'TO THE TOP OF AN 8 FT (2.4 M) LONG CONCRETE COLUMN WHICH IS 12 INCHES
 AB4093'IN DIAMETER.  THE COLUMN IS ATTACHED TO A 10-INCH CONCRETE FOOTING.
 AB4093'THE CONCRETE COLUMN PROJECTS 4.5 FT (1.4 M) ABOVE GROUND AND IS
 AB4093'ENCASED IN A PLASTIC PIPE.
 AB4093'
 AB4093'IT IS LOCATED 80.3 FT (24.5 M) 26.2 M) SOUTHWEST FROM THE SOUTHWEST
 AB4093'CORNER OF THE COUNTY WEED CONTROL BUILDING (METAL) 84.5 FT (25.8 M)
 AB4093'WEST-NORTHWEST FROM THE WEST END OF THE GAS PUMP ISLAND AND 80 FT
 AB4093'(24.4 M) SOUTH OF THE COUNTY SHOP BUILDING.  THE DATUM POINT IS THE
 AB4093'CENTER OF THE 5/8 INCH BOLT AT THE POINT WHERE THE CENTER OF THE BOLT
 AB4093'AND TOP OF PLATE INTERSECT.
 AB4093
 AB4093                          STATION RECOVERY (2000)
 AB4093
 AB4093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4093'RECOVERED AS DESCRIBED.
 AB4093
 AB4093                          STATION RECOVERY (2002)
 AB4093
 AB4093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4093'RECOVERED IN GOOD CONDITION.
 AB4093
 AB4093                          STATION RECOVERY (2010)
 AB4093
 AB4093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 AB4093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1378 ***********************************************************************
 LF1378  DESIGNATION -  SHUBERT
 LF1378  PID         -  LF1378
 LF1378  STATE/COUNTY-  NE/RICHARDSON
 LF1378  COUNTRY     -  US
 LF1378  USGS QUAD   -  VERDON (2017)
 LF1378
 LF1378                         *CURRENT SURVEY CONTROL
 LF1378  ______________________________________________________________________
 LF1378* NAD 83(1995) POSITION- 40 13 58.43127(N) 095 40 04.86863(W)   ADJUSTED
 LF1378* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 LF1378  ______________________________________________________________________
 LF1378  GEOID HEIGHT    -        -30.160 (meters)                     GEOID18
 LF1378  LAPLACE CORR    -         -5.48  (seconds)                    DEFLEC18
 LF1378  HORZ ORDER      -  SECOND
 LF1378
 LF1378.The horizontal coordinates were established by classical geodetic methods
 LF1378.and adjusted by the National Geodetic Survey in August 1997.
 LF1378
 LF1378.The orthometric height was scaled from a topographic map.
 LF1378
 LF1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1378.GEOID18 height accuracy estimate available here.
 LF1378
 LF1378.Click photographs - Photos may exist for this station.
 LF1378
 LF1378.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1378
 LF1378. The following values were computed from the NAD 83(1995) position.
 LF1378
 LF1378;                    North         East     Units Scale Factor Converg.
 LF1378;SPC NE       -    53,598.251   868,474.685   MT  0.99990283   +2 52 14.8
 LF1378;SPC NE       -   175,846.93  2,849,320.70   sFT  0.99990283   +2 52 14.8
 LF1378;UTM  15      - 4,457,021.826   273,020.550   MT  1.00023425   -1 43 26.4
 LF1378
 LF1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1378!SPC NE       -   0.99994982  x   0.99990283  =   0.99985265
 LF1378!UTM  15      -   0.99994982  x   1.00023425  =   1.00018405
 LF1378
 LF1378:                Primary Azimuth Mark                     Grid Az
 LF1378:SPC NE       -  SHUBERT AZ MK                            085 42 43.1
 LF1378:UTM  15      -  SHUBERT AZ MK                            090 18 24.3
 LF1378
 LF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7302057021(NAD 83)
 LF1378
 LF1378|---------------------------------------------------------------------|
 LF1378| PID    Reference Object                     Distance      Geod. Az  |
 LF1378|                                                           dddmmss.s |
 LF1378| CL7590 SHUBERT RM 1                         38.584 METERS 04928     |
 LF1378| CL7589 SHUBERT AZ MK                                      0883457.9 |
 LF1378| LF1377 SHUBERT MUNICIPAL TANK              APPROX. 1.4 KM 2973821.0 |
 LF1378| CL7591 SHUBERT RM 2                         47.152 METERS 30151     |
 LF1378|---------------------------------------------------------------------|
 LF1378
 LF1378                          SUPERSEDED SURVEY CONTROL
 LF1378
 LF1378  NAD 83(1986)-  40 13 58.43796(N)    095 40 04.86451(W) AD(       ) 2
 LF1378  NAD 27      -  40 13 58.43300(N)    095 40 03.91100(W) AD(       ) 2
 LF1378
 LF1378.Superseded values are not recommended for survey control.
 LF1378
 LF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1378.See file dsdata.pdf to determine how the superseded data were derived.
 LF1378
 LF1378_MARKER: DS = TRIANGULATION STATION DISK
 LF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1378_STAMPING: SHUBERT 1947
 LF1378_MARK LOGO: CGS
 LF1378_PROJECTION: FLUSH
 LF1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1378+STABILITY: SURFACE MOTION
 LF1378
 LF1378  HISTORY     - Date     Condition        Report By
 LF1378  HISTORY     - 1947     MONUMENTED       CGS
 LF1378
 LF1378                          STATION DESCRIPTION
 LF1378
 LF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1378'THE STATION IS LOCATED ABOUT 0.75 MILE EAST-SOUTHEAST OF
 LF1378'SHUBERT, ALONG THE EAST SIDE OF MR. HALLS DRIVEWAY, 63 FEET
 LF1378'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE YARD FENCE, 58
 LF1378'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE, 55 FEET SOUTH
 LF1378'OF THE CENTERLINE OF THE ROAD AND 32 FEET EAST OF THE CENTERLINE
 LF1378'OF THE DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF1378'DISK IS STAMPED SHUBERT 1947.
 LF1378'
 LF1378'REFERENCE MARK NO. 1 IS 126.59 FEET NORTHEAST OF THE STATION,
 LF1378'31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST-SOUTHWEST
 LF1378'OF A TELEPHONE POLE, 2 FEET SOUTH OF THE FENCE AND 2 FEET
 LF1378'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LF1378'DISK IS STAMPED SHUBERT NO 1 1947.
 LF1378'
 LF1378'REFERENCE MARK NO. 2 IS 154.70 FEET NORTHWEST OF THE STATION,
 LF1378'28 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 LF1378'OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LF1378'STAMPED SHUBERT NO 2 1947.
 LF1378'
 LF1378'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 24 FEET
 LF1378'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST
 LF1378'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 LF1378'AND THE DISK IS STAMPED SHUBERT 1947.
 LF1378'
 LF1378'TO REACH FROM THE POST OFFICE IN SHUBERT, GO SOUTH FOR 0.25 MILE,
 LF1378'TURN LEFT (EAST) ON STATE HIGHWAY 67 FOR 0.6 MILE TO THE
 LF1378'JUNCTION WITH STATE HIGHWAY 54, CONTINUE ON EAST FOR 0.2 MILE
 LF1378'TO MR. HALLS HOME ON THE TOP OF HILL AND THE STATION AS DESCRIBED.
 LF1378'
 LF1378'TO REACH THE AZIMUTH FROM THE STATION, GO EAST FOR 0.5 MILE TO
 LF1378'THE MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1377 ***********************************************************************
 LF1377  DESIGNATION -  SHUBERT MUNICIPAL TANK
 LF1377  PID         -  LF1377
 LF1377  STATE/COUNTY-  NE/RICHARDSON
 LF1377  COUNTRY     -  US
 LF1377  USGS QUAD   -  VERDON (2017)
 LF1377
 LF1377                         *CURRENT SURVEY CONTROL
 LF1377  ______________________________________________________________________
 LF1377* NAD 83(1995) POSITION- 40 14 19.40391(N) 095 40 57.13789(W)   ADJUSTED
 LF1377  ______________________________________________________________________
 LF1377  GEOID HEIGHT    -        -30.114 (meters)                     GEOID18
 LF1377  LAPLACE CORR    -         -5.54  (seconds)                    DEFLEC18
 LF1377  HORZ ORDER      -  THIRD
 LF1377
 LF1377.The horizontal coordinates were established by classical geodetic methods
 LF1377.and adjusted by the National Geodetic Survey in August 1997.
 LF1377
 LF1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1377.GEOID18 height accuracy estimate available here.
 LF1377
 LF1377.Click photographs - Photos may exist for this station.
 LF1377
 LF1377.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1377
 LF1377. The following values were computed from the NAD 83(1995) position.
 LF1377
 LF1377;                    North         East     Units Scale Factor Converg.
 LF1377;SPC NE       -    54,182.490   867,208.433   MT  0.99990061   +2 51 40.2
 LF1377;SPC NE       -   177,763.72  2,845,166.33   sFT  0.99990061   +2 51 40.2
 LF1377;UTM  15      - 4,457,705.854   271,804.761   MT  1.00024106   -1 44 00.9
 LF1377
 LF1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7180457705(NAD 83)
 LF1377
 LF1377                          SUPERSEDED SURVEY CONTROL
 LF1377
 LF1377  NAD 83(1986)-  40 14 19.41069(N)    095 40 57.13344(W) AD(       ) 3
 LF1377  NAD 27      -  40 14 19.39700(N)    095 40 56.17000(W) AD(       ) 3
 LF1377
 LF1377.Superseded values are not recommended for survey control.
 LF1377
 LF1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1377.See file dsdata.pdf to determine how the superseded data were derived.
 LF1377
 LF1377_MARKER: 53 = ELEVATED TANK
 LF1377
 LF1377  HISTORY     - Date     Condition        Report By
 LF1377  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1377  HISTORY     - 1947     GOOD             CGS
 LF1377
 LF1377                          STATION DESCRIPTION
 LF1377
 LF1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1377'THE STATION IS LOCATED IN THE TOWN OF SHUBERT NEAR SCHOOL
 LF1377'BUILDING.  IT IS STEEL STRUCTURE, 33 FEET SQUARE AT THE BASE AND
 LF1377'APPROXIMATELY 125 FEET HIGH, AND IS PAINTED BLACK.  IT IS 96 FEET
 LF1377'EAST OF CENTERLINE OF GRAVELED ROAD AND 50 FEET SOUTHWEST OF THE
 LF1377'NORTHEAST CORNER OF SCHOOL BUILDING.
 LF1377'
 LF1377'TO REACH FROM THE POST OFFICE IN SHUBERT GO NORTH 0.15 MILE TO
 LF1377'STATION ON RIGHT AS DESCRIBED.
 LF1377'
 LF1377'THE POINT INTERSECTED WAS THE WEATHER VANE ON TOP.
 LF1377'
 LF1377'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1072 ***********************************************************************
 LG1072  DESIGNATION -  SICILY
 LG1072  PID         -  LG1072
 LG1072  STATE/COUNTY-  NE/GAGE
 LG1072  COUNTRY     -  US
 LG1072  USGS QUAD   -  ODELL NE (2017)
 LG1072
 LG1072                         *CURRENT SURVEY CONTROL
 LG1072  ______________________________________________________________________
 LG1072* NAD 83(1995) POSITION- 40 12 17.14622(N) 096 46 48.75709(W)   ADJUSTED
 LG1072* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 LG1072  ______________________________________________________________________
 LG1072  GEOID HEIGHT    -        -27.143 (meters)                     GEOID18
 LG1072  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 LG1072  HORZ ORDER      -  FIRST
 LG1072
 LG1072.The horizontal coordinates were established by classical geodetic methods
 LG1072.and adjusted by the National Geodetic Survey in August 1997.
 LG1072
 LG1072.The orthometric height was scaled from a topographic map.
 LG1072
 LG1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1072.GEOID18 height accuracy estimate available here.
 LG1072
 LG1072.Click photographs - Photos may exist for this station.
 LG1072
 LG1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1072
 LG1072. The following values were computed from the NAD 83(1995) position.
 LG1072
 LG1072;                    North         East     Units Scale Factor Converg.
 LG1072;SPC NE       -    46,344.731   774,040.230   MT  0.99991371   +2 08 01.5
 LG1072;SPC NE       -   152,049.34  2,539,496.99   sFT  0.99991371   +2 08 01.5
 LG1072;UTM  14      - 4,452,847.325   688,921.371   MT  1.00003938   +1 26 00.0
 LG1072
 LG1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1072!SPC NE       -   0.99993679  x   0.99991371  =   0.99985050
 LG1072!UTM  14      -   0.99993679  x   1.00003938  =   0.99997616
 LG1072
 LG1072:                Primary Azimuth Mark                     Grid Az
 LG1072:SPC NE       -  SICILY AZ MK                             087 19 30.5
 LG1072:UTM  14      -  SICILY AZ MK                             088 01 32.0
 LG1072
 LG1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8892152847(NAD 83)
 LG1072
 LG1072|---------------------------------------------------------------------|
 LG1072| PID    Reference Object                     Distance      Geod. Az  |
 LG1072|                                                           dddmmss.s |
 LG1072| CL7593 SICILY RM 1                          26.584 METERS 06544     |
 LG1072| CL7592 SICILY AZ MK                                       0892732.0 |
 LG1072| CL7595 SICILY RM 3                          18.432 METERS 29721     |
 LG1072| CL7594 SICILY RM 2                          30.419 METERS 34017     |
 LG1072| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 5.1 KM 3460447.2 |
 LG1072|---------------------------------------------------------------------|
 LG1072
 LG1072                          SUPERSEDED SURVEY CONTROL
 LG1072
 LG1072  NAD 83(1986)-  40 12 17.15345(N)    096 46 48.75410(W) AD(       ) 1
 LG1072  NAD 27      -  40 12 17.15200(N)    096 46 47.66800(W) AD(       ) 1
 LG1072
 LG1072.Superseded values are not recommended for survey control.
 LG1072
 LG1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1072.See file dsdata.pdf to determine how the superseded data were derived.
 LG1072
 LG1072_MARKER: DS = TRIANGULATION STATION DISK
 LG1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1072_STAMPING: SICILY 1947
 LG1072_MARK LOGO: CGS
 LG1072_PROJECTION: RECESSED 30 CENTIMETERS
 LG1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1072+STABILITY: SURFACE MOTION
 LG1072
 LG1072  HISTORY     - Date     Condition        Report By
 LG1072  HISTORY     - 1947     MONUMENTED       CGS
 LG1072  HISTORY     - 1961     GOOD             CGS
 LG1072  HISTORY     - 1968     GOOD             CGS
 LG1072
 LG1072                          STATION DESCRIPTION
 LG1072
 LG1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1072'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 2.0 MILES WEST
 LG1072'OF BEATRICE, BETWEEN SICILY CREEK AND BIG BLUE RIVER ON LAND
 LG1072'OWNED AND OCCUPIED BY AUGUST SCHIDLER.  IT IS 150 FEET NORTHEAST
 LG1072'OF THE NORTHEAST CORNER OF THE SCHIDLER HOME, 59 FEET SOUTH OF
 LG1072'THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 22 FEET EAST OF
 LG1072'THE CENTER OF THE DRIVEWAY AND 28.5 FEET SOUTH OF THE EAST END
 LG1072'OF GATE INTO FARM YARD.  IT IS STAMPED SICILY 1947 AND SET 12
 LG1072'INCHES BELOW THE GROUND SURFACE.
 LG1072'
 LG1072'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 32 FEET
 LG1072'SOUTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 5
 LG1072'FEET NORTHEAST OF WEST END OF HEDGE ROW UNDER EAST-WEST FENCE
 LG1072'LINE.  IT IS STAMPED SICILY NO 1 1947 AND PROJECTS 6 INCHES.
 LG1072'
 LG1072'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 30 FEET
 LG1072'NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 22 FEET
 LG1072'WEST OF TELEPHONE POLE NO 9 AND 2 FEET SOUTH OF EAST-WEST FENCE
 LG1072'LINE.  IT IS STAMPED SICILY NO 2 1947 AND PROJECTS 3 INCHES.
 LG1072'
 LG1072'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 28 FEET
 LG1072'SOUTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 2 FEET
 LG1072'WEST OF TELEPHONE POLE, 1 FOOT WEST OF WITNESS POST UNDER
 LG1072'EAST-WEST FENCE LINE.  IT IS STAMPED SICILY 1947 AND PROJECTS
 LG1072'3 INCHES.
 LG1072'
 LG1072'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1072'OF U.S. HIGHWAY NO 77 AND STATE ROUTES 3 AND 4 IN BEATRICE, GO
 LG1072'SOUTH ON U.S. HIGHWAY 77 FOR 4.10 MILES TO CROSSROADS, TURN RIGHT
 LG1072'AND GO WEST FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LG1072'DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR 0.4 MILE TO THE
 LG1072'SCHIDLER FARM HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION BEAR IS VISIBLE AT 10 FEET.
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STAION HUNT IS VISIBLE AT 10 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION BLOODY IS VISIBLE AT 10 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION RICE IS VISIBLE AT 10 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION BILLS IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION ODELL IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION ROSEMAN IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION WYMORE IS VISIBLE AT 50 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION JANSEN EAST BASE IS VISIBLE AT 50 FEET.
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION CUB IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION AIR IS VISIBLE AT 50 FEET
 LG1072'
 LG1072'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LG1072
 LG1072                          STATION RECOVERY (1961)
 LG1072
 LG1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1072'STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1072'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LG1072'REFERENCE MARK 1 WAS MEASURED TO AND THE OBSERVATIONS WERE TAKEN
 LG1072'AT THIS TIME.  BY REQUEST OF THE PROPERTY OWNER THE MARK WAS
 LG1072'DESTROYED BY THIS PARTY, A NEW REFERENCE MARK 3 WAS SET AS
 LG1072'DESCRIBED BELOW.
 LG1072'
 LG1072'THE 1947 DESCRIPTION TO THE STATION WAS USED AND FOUND TO BE
 LG1072'ADEQUATE.
 LG1072'
 LG1072'REFERENCE MARK 3, A STANDARD DISK STAMPED SICILY NO 3 1947, SET
 LG1072'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG1072'8 INCHES, IT IS 38 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG1072'GRAVEL ROAD, 27 FEET WEST OF THE CENTER OF THE ENTRANCE DRIVE
 LG1072'LEADING TO FARM HOUSE, 6 FEET NORTHWEST OF A FENCE CORNER AND
 LG1072'4 FEET WEST OF A TELEPHONE POLE.
 LG1072'
 LG1072'PICTURE POINT, OBJECT OBSERVED WAS THE NORTHEAST CORNER OF YARD
 LG1072'FENCE.
 LG1072
 LG1072                          STATION RECOVERY (1968)
 LG1072
 LG1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1072'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 LG1072'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961
 LG1072'DESCRIPTION AND ALL MARKS WERE IN GOOD CONDITION.  THE TO REACH
 LG1072'THE STATION WAS ADEQUATE FOR RECOVERY.
 LG1072'
 LG1072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4.5 MILES
 LG1072'SOUTH AND 2 MILES WEST OF BEATRICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0486 ***********************************************************************
 MN0486  DESIGNATION -  SIDNEY
 MN0486  PID         -  MN0486
 MN0486  STATE/COUNTY-  NE/CHEYENNE
 MN0486  COUNTRY     -  US
 MN0486  USGS QUAD   -  SIDNEY (2017)
 MN0486
 MN0486                         *CURRENT SURVEY CONTROL
 MN0486  ______________________________________________________________________
 MN0486* NAD 83(1995) POSITION- 41 08 57.12413(N) 102 58 33.86500(W)   ADJUSTED
 MN0486* NAVD 88 ORTHO HEIGHT -  1277.1   (meters)     4190.    (feet) VERTCON
 MN0486  ______________________________________________________________________
 MN0486  GEOID HEIGHT    -        -19.791 (meters)                     GEOID18
 MN0486  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 MN0486  HORZ ORDER      -  THIRD
 MN0486
 MN0486.The horizontal coordinates were established by classical geodetic methods
 MN0486.and adjusted by the National Geodetic Survey in August 1997.
 MN0486
 MN0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0486
 MN0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0486.GEOID18 height accuracy estimate available here.
 MN0486
 MN0486.Click photographs - Photos may exist for this station.
 MN0486
 MN0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0486
 MN0486. The following values were computed from the NAD 83(1995) position.
 MN0486
 MN0486;                    North         East     Units Scale Factor Converg.
 MN0486;SPC NE       -   150,393.278   250,302.783   MT  0.99967786   -1 58 20.0
 MN0486;SPC NE       -   493,415.28    821,201.71   sFT  0.99967786   -1 58 20.0
 MN0486;UTM  13      - 4,557,294.299   669,835.695   MT  0.99995500   +1 19 55.6
 MN0486
 MN0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0486!SPC NE       -   0.99980282  x   0.99967786  =   0.99948075
 MN0486!UTM  13      -   0.99980282  x   0.99995500  =   0.99975783
 MN0486
 MN0486:                Primary Azimuth Mark                     Grid Az
 MN0486:SPC NE       -  SIDNEY AZ MK                             139 12 02.6
 MN0486:UTM  13      -  SIDNEY AZ MK                             135 53 47.0
 MN0486
 MN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6983557294(NAD 83)
 MN0486
 MN0486|---------------------------------------------------------------------|
 MN0486| PID    Reference Object                     Distance      Geod. Az  |
 MN0486|                                                           dddmmss.s |
 MN0486| MN0487 SIDNEY EAST MUN TANK                 15.059 METERS 02631     |
 MN0486| CP8617 SIDNEY RM 1                           8.996 METERS 06147     |
 MN0486| MN0489 SIDNEY INTL HARVESTER RAD MAST      APPROX. 0.9 KM 1322154.6 |
 MN0486| CP8616 SIDNEY AZ MK                                       1371342.6 |
 MN0486| MN0488 SIDNEY RADIO STA KSID TOWER         APPROX. 2.0 KM 1714156.1 |
 MN0486| MN0484 SIDNEY WHEAT BELT PWR DIST MST      APPROX. 1.6 KM 2710940.8 |
 MN0486| CP8618 SIDNEY RM 2                           7.770 METERS 35631     |
 MN0486|---------------------------------------------------------------------|
 MN0486
 MN0486                          SUPERSEDED SURVEY CONTROL
 MN0486
 MN0486  NAD 83(1993)-  41 08 57.12434(N)    102 58 33.86506(W) AD(       ) 3
 MN0486  NAD 83(1986)-  41 08 57.11694(N)    102 58 33.86586(W) AD(       ) 3
 MN0486  NAD 27      -  41 08 57.17670(N)    102 58 32.14180(W) AD(       ) 3
 MN0486  NGVD 29 (07/19/86) 1276.5    (m)         4188.     (f) VERT ANG       
 MN0486
 MN0486.Superseded values are not recommended for survey control.
 MN0486
 MN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0486.See file dsdata.pdf to determine how the superseded data were derived.
 MN0486
 MN0486_MARKER: DS = TRIANGULATION STATION DISK
 MN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0486_STAMPING: SIDNEY 1963
 MN0486_MARK LOGO: CGS
 MN0486_PROJECTION: FLUSH
 MN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0486+STABILITY: SURFACE MOTION
 MN0486
 MN0486  HISTORY     - Date     Condition        Report By
 MN0486  HISTORY     - 1963     MONUMENTED       CGS
 MN0486
 MN0486                          STATION DESCRIPTION
 MN0486
 MN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0486'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CITY OF SIDNEY
 MN0486'NEAR THE EAST ONE OF TWO MUNICIPAL WATER TANKS.  THE TANKS
 MN0486'AND THE STATION ARE ON A HILL NEAR THE NORTH EDGE OF SIDNEY
 MN0486'OVERLOOKING THE CITY TO THE SOUTH.
 MN0486'
 MN0486'TO REACH THE STATION FROM THE INTERSECTION OF ILLINOIS STREET
 MN0486'AND 13TH AVENUE IN SIDNEY, DRIVE NORTH ON 13TH AVENUE FOR
 MN0486'0.2 MILE TO FOREST STREET.  TURN RIGHT AND DRIVE EAST ON
 MN0486'FOREST STREET FOR 0.15 MILE TO 11TH AVENUE.  TURN LEFT AND
 MN0486'DRIVE NORTH ON 11TH AVENUE FOR 0.2 MILE UP HILL TO A SIDE
 MN0486'ROAD RIGHT.  TURN RIGHT AND DRIVE EAST FOR ABOUT 75 FEET TO
 MN0486'A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE SOUTHEAST AND EAST
 MN0486'FOR 0.15 MILE TO THE GROUND LEVEL WATER TANK AND THE STATION
 MN0486'TO THE SOUTH OF THE TANK.
 MN0486'
 MN0486'THE STATION MARK IS A STANDARD DISK, STAMPED SIDNEY 1963,
 MN0486'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0486'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0486'IT IS 43 FEET SOUTH-SOUTHEAST OF A POWER POLE WHICH IS SET
 MN0486'BESIDE A LARGE CONCRETE COVER OVER WATER MAINS LEADING TO THE
 MN0486'GROUND LEVEL WATER TANK AND 27 FEET SOUTH-SOUTHWEST OF THE
 MN0486'SOUTH EDGE OF THE GROUND LEVEL WATER TANK.
 MN0486'
 MN0486'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SIDNEY NO 1 1963,
 MN0486'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALK-WAY AROUND THE
 MN0486'WATER TANK.
 MN0486'
 MN0486'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SIDNEY NO 2 1963,
 MN0486'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALK-WAY AROUND THE
 MN0486'WATER TANK.
 MN0486'
 MN0486'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ILLINOIS
 MN0486'STREET AND 8TH AVENUE IN SIDNEY, DRIVE NORTH ON 8TH AVENUE
 MN0486'FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND DRIVE EAST ON A
 MN0486'DIRT ROAD ALONG THE SOUTH SIDE OF THE UNION PACIFIC RAILROAD
 MN0486'TRACKS FOR 0.1 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 MN0486'THE DIRT ROAD.
 MN0486'
 MN0486'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SIDNEY 1963,
 MN0486'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0486'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0486'SURFACE.  IT IS 20 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MN0486'DIRT ROAD, 1.8 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 MN0486'WITH A SIGN ATTACHED AND 1.8 FEET EAST-NORTHEAST OF A TELEPHONE
 MN0486'POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0495 ***********************************************************************
 MN0495  DESIGNATION -  SIDNEY
 MN0495  PID         -  MN0495
 MN0495  STATE/COUNTY-  NE/MORRILL
 MN0495  COUNTRY     -  US
 MN0495  USGS QUAD   -  FAIRCHILD RANCH (2017)
 MN0495
 MN0495                         *CURRENT SURVEY CONTROL
 MN0495  ______________________________________________________________________
 MN0495* NAD 83(1995) POSITION- 41 28 16.13334(N) 102 46 13.26852(W)   ADJUSTED
 MN0495* NAVD 88 ORTHO HEIGHT -  1220.    (meters)     4003.    (feet) SCALED
 MN0495  ______________________________________________________________________
 MN0495  GEOID HEIGHT    -        -19.834 (meters)                     GEOID18
 MN0495  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 MN0495  HORZ ORDER      -  SECOND
 MN0495
 MN0495.The horizontal coordinates were established by classical geodetic methods
 MN0495.and adjusted by the National Geodetic Survey in August 1997.
 MN0495
 MN0495.The orthometric height was scaled from a topographic map.
 MN0495
 MN0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0495.GEOID18 height accuracy estimate available here.
 MN0495
 MN0495.Click photographs - Photos may exist for this station.
 MN0495
 MN0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0495
 MN0495. The following values were computed from the NAD 83(1995) position.
 MN0495
 MN0495;                    North         East     Units Scale Factor Converg.
 MN0495;SPC NE       -   185,544.774   268,702.105   MT  0.99965878   -1 50 09.3
 MN0495;SPC NE       -   608,741.48    881,566.82   sFT  0.99965878   -1 50 09.3
 MN0495;UTM  13      - 4,593,460.803   686,181.002   MT  1.00002660   +1 28 37.2
 MN0495
 MN0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0495!SPC NE       -   0.99981185  x   0.99965878  =   0.99947070
 MN0495!UTM  13      -   0.99981185  x   1.00002660  =   0.99983845
 MN0495
 MN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8618193460(NAD 83)
 MN0495
 MN0495                          SUPERSEDED SURVEY CONTROL
 MN0495
 MN0495  NAD 83(1993)-  41 28 16.13375(N)    102 46 13.26873(W) AD(       ) 2
 MN0495  NAD 83(1986)-  41 28 16.13070(N)    102 46 13.27028(W) AD(       ) 2
 MN0495  NAD 27      -  41 28 16.20300(N)    102 46 11.54900(W) AD(       ) 2
 MN0495
 MN0495.Superseded values are not recommended for survey control.
 MN0495
 MN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0495.See file dsdata.pdf to determine how the superseded data were derived.
 MN0495
 MN0495_MARKER: P = PIPE CAP
 MN0495_SETTING: 0 = UNSPECIFIED SETTING
 MN0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0495
 MN0495  HISTORY     - Date     Condition        Report By
 MN0495  HISTORY     - 1933     MONUMENTED       USGS
 MN0495
 MN0495                          STATION DESCRIPTION
 MN0495
 MN0495'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MN0495'ABOUT 4-1/2 MILES NORTHWEST OF STATION WIER, AND 7-1/2 MILES
 MN0495'SOUTHWEST OF LISCO, IN SOUTHWEST QUARTER SEC. 5, T. 17 N.,
 MN0495'R. 47 W., ON PASTURE LAND OWNED BY OLAF LEMBERG.
 MN0495'
 MN0495'REACHED FROM DALTON VIA GRAVELED ROAD EAST 11 MILES TO GRADED
 MN0495'ROAD LEADING NORTH, THENCE NORTH 2.35 MILES TO A STUCCO HOUSE
 MN0495'ON THE LEFT.  TURN EAST THROUGH STOCK PASS AND FOLLOW MAIN
 MN0495'TRAIL NORTHEAST ABOUT 1 MILE, THENCE BEAR LEFT AROUND FENCE
 MN0495'CORNER AND FOLLOW RIDGE NORTH ABOUT 1 MILE TO STATION.  TRUCK
 MN0495'TO STATION.  STATION IS MARKED BY U.S. GEOLOGICAL SURVEY IRON
 MN0495'PIPE AND CAP, 1 FOOT HIGH, WELL OUT TOWARD END OF RIDGE
 MN0495'OVERLOOKING NORTH PLATTE RIVER.  MARK IS NORTH OF HIGHEST GROUND
 MN0495'AND NEAR A GROUP OF SMALL PINES.
 MN0495'
 MN0495'NO REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0481 ***********************************************************************
 MN0481  DESIGNATION -  SIDNEY COLLIER TV MAST
 MN0481  PID         -  MN0481
 MN0481  STATE/COUNTY-  NE/CHEYENNE
 MN0481  COUNTRY     -  US
 MN0481  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0481
 MN0481                         *CURRENT SURVEY CONTROL
 MN0481  ______________________________________________________________________
 MN0481* NAD 83(1995) POSITION- 41 03 08.99729(N) 102 58 37.27175(W)   ADJUSTED
 MN0481  ______________________________________________________________________
 MN0481  GEOID HEIGHT    -        -19.729 (meters)                     GEOID18
 MN0481  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 MN0481  HORZ ORDER      -  THIRD
 MN0481
 MN0481.The horizontal coordinates were established by classical geodetic methods
 MN0481.and adjusted by the National Geodetic Survey in August 1997.
 MN0481
 MN0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0481.GEOID18 height accuracy estimate available here.
 MN0481
 MN0481.Click photographs - Photos may exist for this station.
 MN0481
 MN0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0481
 MN0481. The following values were computed from the NAD 83(1995) position.
 MN0481
 MN0481;                    North         East     Units Scale Factor Converg.
 MN0481;SPC NE       -   139,666.461   249,853.821   MT  0.99968970   -1 58 22.3
 MN0481;SPC NE       -   458,222.38    819,728.74   sFT  0.99968970   -1 58 22.3
 MN0481;UTM  13      - 4,546,556.515   670,005.575   MT  0.99995572   +1 19 44.1
 MN0481
 MN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7000546556(NAD 83)
 MN0481
 MN0481                          SUPERSEDED SURVEY CONTROL
 MN0481
 MN0481  NAD 83(1993)-  41 03 08.99733(N)    102 58 37.27157(W) AD(       ) 3
 MN0481  NAD 83(1992)-  41 03 08.99070(N)    102 58 37.27160(W) AD(       ) 3
 MN0481  NAD 83(1986)-  41 03 08.98984(N)    102 58 37.27159(W) AD(       ) 3
 MN0481  NAD 27      -  41 03 09.05400(N)    102 58 35.55100(W) AD(       ) 3
 MN0481
 MN0481.Superseded values are not recommended for survey control.
 MN0481
 MN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0481.See file dsdata.pdf to determine how the superseded data were derived.
 MN0481
 MN0481_MARKER: 42 = RADIO/TV MAST
 MN0481
 MN0481  HISTORY     - Date     Condition        Report By
 MN0481  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0481  HISTORY     - 1965     GOOD             CGS
 MN0481
 MN0481                          STATION DESCRIPTION
 MN0481
 MN0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0481'THE STATION IS THE TOP RED LIGHT OF A RED AND WHITE PAINTED,
 MN0481'TRIANGULAR SHAPED, STEEL MAST WHICH IS 400 FEET HIGH.
 MN0481'
 MN0481'IT IS LOCATED IN PASTURE LAND 5 MILES SOUTH OF SIDNEY.
 MN0481
 MN0481                          STATION RECOVERY (1965)
 MN0481
 MN0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0481'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0481'THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0487 ***********************************************************************
 MN0487  DESIGNATION -  SIDNEY EAST MUN TANK
 MN0487  PID         -  MN0487
 MN0487  STATE/COUNTY-  NE/CHEYENNE
 MN0487  COUNTRY     -  US
 MN0487  USGS QUAD   -  SIDNEY (2017)
 MN0487
 MN0487                         *CURRENT SURVEY CONTROL
 MN0487  ______________________________________________________________________
 MN0487* NAD 83(1995) POSITION- 41 08 57.56091(N) 102 58 33.57662(W)   ADJUSTED
 MN0487* NAVD 88 ORTHO HEIGHT -  1243.    (meters)     4078.    (feet) SCALED
 MN0487  ______________________________________________________________________
 MN0487  GEOID HEIGHT    -        -19.791 (meters)                     GEOID18
 MN0487  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 MN0487  HORZ ORDER      -  THIRD
 MN0487
 MN0487.The horizontal coordinates were established by classical geodetic methods
 MN0487.and adjusted by the National Geodetic Survey in August 1997.
 MN0487
 MN0487.The orthometric height was scaled from a topographic map.
 MN0487
 MN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0487.GEOID18 height accuracy estimate available here.
 MN0487
 MN0487.Click photographs - Photos may exist for this station.
 MN0487
 MN0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0487
 MN0487. The following values were computed from the NAD 83(1995) position.
 MN0487
 MN0487;                    North         East     Units Scale Factor Converg.
 MN0487;SPC NE       -   150,406.508   250,309.965   MT  0.99967784   -1 58 19.9
 MN0487;SPC NE       -   493,458.68    821,225.28   sFT  0.99967784   -1 58 19.9
 MN0487;UTM  13      - 4,557,307.925   669,842.104   MT  0.99995503   +1 19 55.8
 MN0487
 MN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0487!SPC NE       -   0.99980823  x   0.99967784  =   0.99948613
 MN0487!UTM  13      -   0.99980823  x   0.99995503  =   0.99976327
 MN0487
 MN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6984257307(NAD 83)
 MN0487
 MN0487                          SUPERSEDED SURVEY CONTROL
 MN0487
 MN0487  NAD 83(1993)-  41 08 57.56112(N)    102 58 33.57668(W) AD(       ) 3
 MN0487  NAD 83(1986)-  41 08 57.55372(N)    102 58 33.57749(W) AD(       ) 3
 MN0487  NAD 27      -  41 08 57.61300(N)    102 58 31.85300(W) AD(       ) 3
 MN0487
 MN0487.Superseded values are not recommended for survey control.
 MN0487
 MN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0487.See file dsdata.pdf to determine how the superseded data were derived.
 MN0487
 MN0487_MARKER: 51 = TANK
 MN0487
 MN0487  HISTORY     - Date     Condition        Report By
 MN0487  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0487  HISTORY     - 1965     GOOD             CGS
 MN0487
 MN0487                          STATION DESCRIPTION
 MN0487
 MN0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0487'THE STATION IS THE CENTER OF A LARGE GROUND LEVEL WATER TANK
 MN0487'WHICH IS THE EAST ONE OF TWO WATER TANKS LOCATED NEAR THE
 MN0487'NORTH EDGE OF SIDNEY ON A BLUFF OVERLOOKING SIDNEY TO THE
 MN0487'SOUTH.
 MN0487'
 MN0487'A TRAVERSE TIE WAS MADE TO STATION SIDNEY.  STATION SIDNEY IS
 MN0487'49.41 FEET AND 15.059 METERS SOUTH-SOUTHWEST OF THE CENTER
 MN0487'OF THE WATER TANK.
 MN0487
 MN0487                          STATION RECOVERY (1965)
 MN0487
 MN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0487'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 MN0487'BY THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0489 ***********************************************************************
 MN0489  DESIGNATION -  SIDNEY INTL HARVESTER RAD MAST
 MN0489  PID         -  MN0489
 MN0489  STATE/COUNTY-  NE/CHEYENNE
 MN0489  COUNTRY     -  US
 MN0489  USGS QUAD   -  SIDNEY (2017)
 MN0489
 MN0489                         *CURRENT SURVEY CONTROL
 MN0489  ______________________________________________________________________
 MN0489* NAD 83(1995) POSITION- 41 08 37.95552(N) 102 58 06.06253(W)   ADJUSTED
 MN0489  ______________________________________________________________________
 MN0489  GEOID HEIGHT    -        -19.797 (meters)                     GEOID18
 MN0489  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MN0489  HORZ ORDER      -  THIRD
 MN0489
 MN0489.The horizontal coordinates were established by classical geodetic methods
 MN0489.and adjusted by the National Geodetic Survey in August 1997.
 MN0489
 MN0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0489.GEOID18 height accuracy estimate available here.
 MN0489
 MN0489.Click photographs - Photos may exist for this station.
 MN0489
 MN0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0489
 MN0489. The following values were computed from the NAD 83(1995) position.
 MN0489
 MN0489;                    North         East     Units Scale Factor Converg.
 MN0489;SPC NE       -   149,780.207   250,930.200   MT  0.99967844   -1 58 01.6
 MN0489;SPC NE       -   491,403.90    823,260.16   sFT  0.99967844   -1 58 01.6
 MN0489;UTM  13      - 4,556,718.250   670,497.590   MT  0.99995778   +1 20 13.4
 MN0489
 MN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7049756718(NAD 83)
 MN0489
 MN0489                          SUPERSEDED SURVEY CONTROL
 MN0489
 MN0489  NAD 83(1993)-  41 08 37.95570(N)    102 58 06.06261(W) AD(       ) 3
 MN0489  NAD 83(1986)-  41 08 37.94851(N)    102 58 06.06247(W) AD(       ) 3
 MN0489  NAD 27      -  41 08 38.00700(N)    102 58 04.33900(W) AD(       ) 3
 MN0489
 MN0489.Superseded values are not recommended for survey control.
 MN0489
 MN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0489.See file dsdata.pdf to determine how the superseded data were derived.
 MN0489
 MN0489_MARKER: 42 = RADIO/TV MAST
 MN0489
 MN0489  HISTORY     - Date     Condition        Report By
 MN0489  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0489  HISTORY     - 1965     GOOD             CGS
 MN0489
 MN0489                          STATION DESCRIPTION
 MN0489
 MN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0489'THE STATION IS SITUATED NEAR THE EAST EDGE OF SIDNEY, UPON
 MN0489'INTERNATIONAL HARVESTER COMPANY PROPERTY AND AT THE SOUTHWEST
 MN0489'CORNER OF A LARGE METAL IMPLEMENT WAREHOUSE.
 MN0489'
 MN0489'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO MAST.
 MN0489'THE MAST IS TRIANGULAR IN SHAPE, CONSTRUCTED OF TUBULAR STEEL
 MN0489'AND PAINTED RED AND WHITE.  IT PROJECTS ABOUT 255 FEET ABOVE
 MN0489'THE GROUND.
 MN0489
 MN0489                          STATION RECOVERY (1965)
 MN0489
 MN0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0489'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0489'THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0485 ***********************************************************************
 MN0485  DESIGNATION -  SIDNEY NW BELL TEL CO RAD MAST
 MN0485  PID         -  MN0485
 MN0485  STATE/COUNTY-  NE/CHEYENNE
 MN0485  COUNTRY     -  US
 MN0485  USGS QUAD   -  SIDNEY (2017)
 MN0485
 MN0485                         *CURRENT SURVEY CONTROL
 MN0485  ______________________________________________________________________
 MN0485* NAD 83(1995) POSITION- 41 10 26.10927(N) 102 59 22.49474(W)   ADJUSTED
 MN0485  ______________________________________________________________________
 MN0485  GEOID HEIGHT    -        -19.780 (meters)                     GEOID18
 MN0485  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 MN0485  HORZ ORDER      -  THIRD
 MN0485
 MN0485.The horizontal coordinates were established by classical geodetic methods
 MN0485.and adjusted by the National Geodetic Survey in August 1997.
 MN0485
 MN0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0485.GEOID18 height accuracy estimate available here.
 MN0485
 MN0485.Click photographs - Photos may exist for this station.
 MN0485
 MN0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0485
 MN0485. The following values were computed from the NAD 83(1995) position.
 MN0485
 MN0485;                    North         East     Units Scale Factor Converg.
 MN0485;SPC NE       -   153,174.969   249,264.741   MT  0.99967528   -1 58 52.3
 MN0485;SPC NE       -   502,541.54    817,796.07   sFT  0.99967528   -1 58 52.3
 MN0485;UTM  13      - 4,560,012.276   668,638.696   MT  0.99995002   +1 19 25.9
 MN0485
 MN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6863860012(NAD 83)
 MN0485
 MN0485                          SUPERSEDED SURVEY CONTROL
 MN0485
 MN0485  NAD 83(1993)-  41 10 26.10875(N)    102 59 22.49445(W) AD(       ) 3
 MN0485  NAD 83(1986)-  41 10 26.10200(N)    102 59 22.49408(W) AD(       ) 3
 MN0485  NAD 27      -  41 10 26.16000(N)    102 59 20.76800(W) AD(       ) 3
 MN0485
 MN0485.Superseded values are not recommended for survey control.
 MN0485
 MN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0485.See file dsdata.pdf to determine how the superseded data were derived.
 MN0485
 MN0485_MARKER: 42 = RADIO/TV MAST
 MN0485
 MN0485  HISTORY     - Date     Condition        Report By
 MN0485  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0485
 MN0485                          STATION DESCRIPTION
 MN0485
 MN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0485'THE STATION IS 1-1/2 MILES NORTH OF SIDNEY, 0.2 MILE EAST OF
 MN0485'A NORTH-SOUTH GRAVELED ROAD AND IN A WHEAT FIELD.
 MN0485'
 MN0485'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO MAST
 MN0485'WHICH BLINKS ON AND OFF.  THE LIGHT IS SUPPORTED BY A TRIANGULAR
 MN0485'SHAPED STEEL MAST WHICH IS PAINTED RED AND WHITE AND PROJECTS
 MN0485'ABOUT 200 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0488 ***********************************************************************
 MN0488  DESIGNATION -  SIDNEY RADIO STA KSID TOWER
 MN0488  PID         -  MN0488
 MN0488  STATE/COUNTY-  NE/CHEYENNE
 MN0488  COUNTRY     -  US
 MN0488  USGS QUAD   -  SIDNEY (2017)
 MN0488
 MN0488                         *CURRENT SURVEY CONTROL
 MN0488  ______________________________________________________________________
 MN0488* NAD 83(1995) POSITION- 41 07 52.18297(N) 102 58 21.33317(W)   ADJUSTED
 MN0488  ______________________________________________________________________
 MN0488  GEOID HEIGHT    -        -19.786 (meters)                     GEOID18
 MN0488  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 MN0488  HORZ ORDER      -  THIRD
 MN0488
 MN0488.The horizontal coordinates were established by classical geodetic methods
 MN0488.and adjusted by the National Geodetic Survey in August 1997.
 MN0488
 MN0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0488.GEOID18 height accuracy estimate available here.
 MN0488
 MN0488.Click photographs - Photos may exist for this station.
 MN0488
 MN0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0488
 MN0488. The following values were computed from the NAD 83(1995) position.
 MN0488
 MN0488;                    North         East     Units Scale Factor Converg.
 MN0488;SPC NE       -   148,381.683   250,525.891   MT  0.99967985   -1 58 11.7
 MN0488;SPC NE       -   486,815.57    821,933.69   sFT  0.99967985   -1 58 11.7
 MN0488;UTM  13      - 4,555,298.355   670,174.465   MT  0.99995642   +1 20 02.1
 MN0488
 MN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7017455298(NAD 83)
 MN0488
 MN0488                          SUPERSEDED SURVEY CONTROL
 MN0488
 MN0488  NAD 83(1993)-  41 07 52.18294(N)    102 58 21.33315(W) AD(       ) 3
 MN0488  NAD 83(1992)-  41 07 52.17609(N)    102 58 21.33363(W) AD(       ) 3
 MN0488  NAD 83(1986)-  41 07 52.17611(N)    102 58 21.33312(W) AD(       ) 3
 MN0488  NAD 27      -  41 07 52.23100(N)    102 58 19.61000(W) AD(       ) 3
 MN0488
 MN0488.Superseded values are not recommended for survey control.
 MN0488
 MN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0488.See file dsdata.pdf to determine how the superseded data were derived.
 MN0488
 MN0488_MARKER: 43 = RADIO/TV TOWER
 MN0488
 MN0488  HISTORY     - Date     Condition        Report By
 MN0488  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0488  HISTORY     - 1965     GOOD             CGS
 MN0488
 MN0488                          STATION DESCRIPTION
 MN0488
 MN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0488'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 200 FEET HIGH.  IT
 MN0488'IS LOCATED IN THE SOUTHEAST CORNER OF THE AMERICAN LEGION
 MN0488'PARK JUST SOUTH OF THE NATIONAL GUARD AMORY IN THE SOUTHEAST
 MN0488'EDGE OF SIDNEY.
 MN0488'
 MN0488'THE TOWER IS PAINTED RED AND WHITE AND THE POINT INTERSECTED
 MN0488'IS THE TOP RED LIGHT.
 MN0488
 MN0488                          STATION RECOVERY (1965)
 MN0488
 MN0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0488'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0488'THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0484 ***********************************************************************
 MN0484  DESIGNATION -  SIDNEY WHEAT BELT PWR DIST MST
 MN0484  PID         -  MN0484
 MN0484  STATE/COUNTY-  NE/CHEYENNE
 MN0484  COUNTRY     -  US
 MN0484  USGS QUAD   -  SIDNEY (2017)
 MN0484
 MN0484                         *CURRENT SURVEY CONTROL
 MN0484  ______________________________________________________________________
 MN0484* NAD 83(1995) POSITION- 41 08 58.18996(N) 102 59 43.80786(W)   ADJUSTED
 MN0484  ______________________________________________________________________
 MN0484  GEOID HEIGHT    -        -19.775 (meters)                     GEOID18
 MN0484  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 MN0484  HORZ ORDER      -  THIRD
 MN0484
 MN0484.The horizontal coordinates were established by classical geodetic methods
 MN0484.and adjusted by the National Geodetic Survey in August 1997.
 MN0484
 MN0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0484.GEOID18 height accuracy estimate available here.
 MN0484
 MN0484.Click photographs - Photos may exist for this station.
 MN0484
 MN0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0484
 MN0484. The following values were computed from the NAD 83(1995) position.
 MN0484
 MN0484;                    North         East     Units Scale Factor Converg.
 MN0484;SPC NE       -   150,482.421   248,674.484   MT  0.99967782   -1 59 06.4
 MN0484;SPC NE       -   493,707.74    815,859.54   sFT  0.99967782   -1 59 06.4
 MN0484;UTM  13      - 4,557,289.437   668,204.519   MT  0.99994822   +1 19 09.6
 MN0484
 MN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6820457289(NAD 83)
 MN0484
 MN0484                          SUPERSEDED SURVEY CONTROL
 MN0484
 MN0484  NAD 83(1993)-  41 08 58.19015(N)    102 59 43.80824(W) AD(       ) 3
 MN0484  NAD 83(1986)-  41 08 58.18293(N)    102 59 43.80869(W) AD(       ) 3
 MN0484  NAD 27      -  41 08 58.24400(N)    102 59 42.08500(W) AD(       ) 3
 MN0484
 MN0484.Superseded values are not recommended for survey control.
 MN0484
 MN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0484.See file dsdata.pdf to determine how the superseded data were derived.
 MN0484
 MN0484_MARKER: 42 = RADIO/TV MAST
 MN0484
 MN0484  HISTORY     - Date     Condition        Report By
 MN0484  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0484
 MN0484                          STATION DESCRIPTION
 MN0484
 MN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0484'THE STATION IS ABOUT 1 MILE WEST-NORTHWEST OF THE CENTER OF
 MN0484'SIDNEY, 0.3 MILE NORTH-NORTHWEST OF U.S. HIGHWAY 30 AND THE
 MN0484'CHEYENNE COUNTY SAFETY PATROL HEADQUARTERS AND ON THE TOP
 MN0484'EDGE OF THE NORTH RIM OF TABLE LAND OVERLOOKING THE LODGEPOLE
 MN0484'CREEK VALLEY.
 MN0484'
 MN0484'THE STATION IS THE BLINKING RED LIGHT AT THE TOP OF A RADIO
 MN0484'MAST.  THE MAST IS CONSTRUCTED OF TRIANGULAR SHAPED STEEL AND
 MN0484'PROJECTS ABOUT 200 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1172 ***********************************************************************
 ML1172  DESIGNATION -  SIMON
 ML1172  PID         -  ML1172
 ML1172  STATE/COUNTY-  NE/BLAINE
 ML1172  COUNTRY     -  US
 ML1172  USGS QUAD   -  ALMERIA NW (2017)
 ML1172
 ML1172                         *CURRENT SURVEY CONTROL
 ML1172  ______________________________________________________________________
 ML1172* NAD 83(1995) POSITION- 41 57 03.73869(N) 099 43 15.26982(W)   ADJUSTED
 ML1172* NAVD 88 ORTHO HEIGHT -   811.    (meters)     2661.    (feet) SCALED
 ML1172  ______________________________________________________________________
 ML1172  GEOID HEIGHT    -        -22.598 (meters)                     GEOID18
 ML1172  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 ML1172  HORZ ORDER      -  FIRST
 ML1172
 ML1172.The horizontal coordinates were established by classical geodetic methods
 ML1172.and adjusted by the National Geodetic Survey in August 1997.
 ML1172
 ML1172.The orthometric height was scaled from a topographic map.
 ML1172
 ML1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1172.GEOID18 height accuracy estimate available here.
 ML1172
 ML1172.Click photographs - Photos may exist for this station.
 ML1172
 ML1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1172
 ML1172. The following values were computed from the NAD 83(1995) position.
 ML1172
 ML1172;                    North         East     Units Scale Factor Converg.
 ML1172;SPC NE       -   235,158.714   523,133.435   MT  0.99968872   +0 11 05.8
 ML1172;SPC NE       -   771,516.55  1,716,313.61   sFT  0.99968872   +0 11 05.8
 ML1172;UTM  14      - 4,644,591.401   440,250.174   MT  0.99964393   -0 28 55.0
 ML1172
 ML1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1172!SPC NE       -   0.99987632  x   0.99968872  =   0.99956508
 ML1172!UTM  14      -   0.99987632  x   0.99964393  =   0.99952029
 ML1172
 ML1172:                Primary Azimuth Mark                     Grid Az
 ML1172:SPC NE       -  SIMON AZ MK                              151 06 41.8
 ML1172:UTM  14      -  SIMON AZ MK                              151 46 42.6
 ML1172
 ML1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4025044591(NAD 83)
 ML1172
 ML1172|---------------------------------------------------------------------|
 ML1172| PID    Reference Object                     Distance      Geod. Az  |
 ML1172|                                                           dddmmss.s |
 ML1172| CO2381 SIMON AZ MK                                        1511747.6 |
 ML1172| CO2382 SIMON RM 1                           32.800 METERS 16212     |
 ML1172| CO2383 SIMON RM 2                           31.530 METERS 34118     |
 ML1172|---------------------------------------------------------------------|
 ML1172
 ML1172                          SUPERSEDED SURVEY CONTROL
 ML1172
 ML1172  NAD 83(1986)-  41 57 03.74556(N)    099 43 15.27948(W) AD(       ) 1
 ML1172  NAD 27      -  41 57 03.74000(N)    099 43 13.84100(W) AD(       ) 1
 ML1172
 ML1172.Superseded values are not recommended for survey control.
 ML1172
 ML1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1172.See file dsdata.pdf to determine how the superseded data were derived.
 ML1172
 ML1172_MARKER: DS = TRIANGULATION STATION DISK
 ML1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1172_STAMPING: SIMON 1934
 ML1172_MARK LOGO: CGS
 ML1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1172+STABILITY: SURFACE MOTION
 ML1172
 ML1172  HISTORY     - Date     Condition        Report By
 ML1172  HISTORY     - 1934     MONUMENTED       CGS
 ML1172
 ML1172                          STATION DESCRIPTION
 ML1172
 ML1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1172'STATION IS IN THE NORTHWEST QUARTER OF SEC. 23, T. 23 N.,
 ML1172'R. 21 W., 1/4 MILE EAST OF THE MIDDLE OF THE WEST LINE OF SECTION,
 ML1172'ABOUT 7.5 MILES A LITTLE NORTH OF EAST OF BREWSTER, ABOUT
 ML1172'3/4 MILE NORTHEAST OF MR. SIMONS HOUSE.  MARK IS SET 10 FEET
 ML1172'WEST OF NORTH-SOUTH FENCE LINE, ON THE SUMMIT OF THE MORE
 ML1172'EASTERLY AND SLIGHTLY HIGHER OF TWO SAND HILLS OVERLOOKING
 ML1172'THE NORTH LOUP RIVER VALLEY TO THE SOUTH IN PASTURE LAND.
 ML1172'
 ML1172'TO REACH FROM THE COURTHOUSE IN BREWSTER, GO EAST ON DIRT ROAD
 ML1172'(BREWSTER-TAYLOR ROAD) FOR 1 MILE, TURN SOUTH AND GO 0.25 MILE,
 ML1172'TURN EAST AND GO 0.25 MILE, THEN SOUTH 0.25 MILE, THEN EAST
 ML1172'7.0 MILES TO T-ROAD AND WHITE SCHOOLHOUSE.  TURN NORTH AND GO
 ML1172'0.5 MILE TO T-ROAD, TURN WEST AND GO 0.6 MILE TO ENTRANCE LANE
 ML1172'TO HOME OF J.B. JOHNSON, CONTINUE STRAIGHT AHEAD (WEST) TO
 ML1172'WIRE GATE AND ALONG LANE FOR 0.3 MILE TO FORKS OF TRAIL, TAKE
 ML1172'RIGHT FORK NORTHWEST FOR 0.65 MILE TO FENCE CORNER, GO THROUGH
 ML1172'WIRE GATE WEST AND GO 0.2 MILE, TURN NORTH IN ANOTHER
 ML1172'LANE AND GO 0.15 MILE TO MR. SIMONS HOUSE.  TAKE FARM ROAD
 ML1172'GOING IN LANE NORTHEAST FROM BARN AND GO 0.25 MILE TO WIRE
 ML1172'GATE, GO THROUGH GATE NORTH AND FOLLOW MAIN TRAIL NORTH FOR 0.1
 ML1172'MILE TO FORKS OF TRAIL, TAKE RIGHT FORK AND GO 0.7 MILE
 ML1172'NORTHEAST GO THROUGH GATE EAST AT FENCE CORNER.  TURN
 ML1172'LEFT AND GO JUST EAST OF FENCE LINE NORTHEAST FOR 0.15
 ML1172'MILE TO TOP OF RIDGE.  FROM THIS POINT STATION IS ABOUT
 ML1172'1/2 MILE A LITTLE SOUTH OF EAST.  DRIVE UP LARGE DRAW 0.6
 ML1172'MILE.  FROM HERE A TRUCK CAN BE DRIVEN TO STATION IF CAREFUL,
 ML1172'OTHERWISE PACK IN.
 ML1172'
 ML1172'REFERENCE MARK NO. 1 IS ON SOUTH SLOPE OF HILL IN FENCE LINE
 ML1172'WHICH RUNS OVER TOP OF HILL, 107 FEET SOUTH OF SUMMIT.
 ML1172'
 ML1172'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF HILL IN FENCE
 ML1172'LINE WHICH RUNS OVER TOP OF HILL, 103 FEET NORTH OF SUMMIT.
 ML1172'
 ML1172'AZIMUTH MARK IS SOUTH OF STATION ABOUT 1.5 MILES.  REACHED
 ML1172'FROM HOME OF J.B. JOHNSON (OF STATION DESCRIPTION) BY GOING
 ML1172'EAST FROM LANE LEADING TO HIS HOUSE FOR 0.4 MILE TO SMALL
 ML1172'WHITE SCHOOL ON SOUTH SIDE OF ROAD.  MARK IS SET IN WEST
 ML1172'FENCE OF SCHOOLYARD, 100 FEET WEST OF WEST END OF SCHOOL, 75
 ML1172'FEET SOUTH OF CENTERLINE OF ROAD.
 ML1172'
 ML1172'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0736 ***********************************************************************
 NN0736  DESIGNATION -  SIMPSON
 NN0736  PID         -  NN0736
 NN0736  STATE/COUNTY-  NE/KEYA PAHA
 NN0736  COUNTRY     -  US
 NN0736  USGS QUAD   -  JAMISON SW (2017)
 NN0736
 NN0736                         *CURRENT SURVEY CONTROL
 NN0736  ______________________________________________________________________
 NN0736* NAD 83(1995) POSITION- 42 48 24.53119(N) 099 29 05.45723(W)   ADJUSTED
 NN0736* NAVD 88 ORTHO HEIGHT -   703.    (meters)     2306.    (feet) SCALED
 NN0736  ______________________________________________________________________
 NN0736  GEOID HEIGHT    -        -23.996 (meters)                     GEOID18
 NN0736  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 NN0736  HORZ ORDER      -  FIRST
 NN0736
 NN0736.The horizontal coordinates were established by classical geodetic methods
 NN0736.and adjusted by the National Geodetic Survey in August 1997.
 NN0736
 NN0736.The orthometric height was scaled from a topographic map.
 NN0736
 NN0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0736.GEOID18 height accuracy estimate available here.
 NN0736
 NN0736.Click photographs - Photos may exist for this station.
 NN0736
 NN0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0736
 NN0736. The following values were computed from the NAD 83(1995) position.
 NN0736
 NN0736;                    North         East     Units Scale Factor Converg.
 NN0736;SPC NE       -   330,286.501   542,133.511   MT  0.99991714   +0 20 29.0
 NN0736;SPC NE       - 1,083,614.96  1,778,649.69   sFT  0.99991714   +0 20 29.0
 NN0736;UTM  14      - 4,739,476.188   460,357.118   MT  0.99961933   -0 19 46.1
 NN0736
 NN0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0736!SPC NE       -   0.99989348  x   0.99991714  =   0.99981063
 NN0736!UTM  14      -   0.99989348  x   0.99961933  =   0.99951285
 NN0736
 NN0736:                Primary Azimuth Mark                     Grid Az
 NN0736:SPC NE       -  SIMPSON AZ MK                            186 22 49.5
 NN0736:UTM  14      -  SIMPSON AZ MK                            187 03 04.6
 NN0736
 NN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6035739476(NAD 83)
 NN0736
 NN0736|---------------------------------------------------------------------|
 NN0736| PID    Reference Object                     Distance      Geod. Az  |
 NN0736|                                                           dddmmss.s |
 NN0736| CO4546 SIMPSON RM 1                         90.059 METERS 02906     |
 NN0736| CO4547 SIMPSON RM 2                        115.175 METERS 13735     |
 NN0736| NN0732 NEWPORT MUNICIPAL TANK              APPROX.26.1 KM 1501611.0 |
 NN0736| CO4545 SIMPSON AZ MK                                      1864318.5 |
 NN0736| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.42.3 KM 2274230.3 |
 NN0736|---------------------------------------------------------------------|
 NN0736
 NN0736                          SUPERSEDED SURVEY CONTROL
 NN0736
 NN0736  NAD 83(1986)-  42 48 24.53806(N)    099 29 05.46616(W) AD(       ) 1
 NN0736  NAD 27      -  42 48 24.52700(N)    099 29 04.06300(W) AD(       ) 1
 NN0736
 NN0736.Superseded values are not recommended for survey control.
 NN0736
 NN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0736.See file dsdata.pdf to determine how the superseded data were derived.
 NN0736
 NN0736_MARKER: DS = TRIANGULATION STATION DISK
 NN0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0736_STAMPING: SIMPSON 1934
 NN0736_MARK LOGO: CGS
 NN0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0736+STABILITY: SURFACE MOTION
 NN0736
 NN0736  HISTORY     - Date     Condition        Report By
 NN0736  HISTORY     - 1934     MONUMENTED       CGS
 NN0736  HISTORY     - 1949     GOOD             CGS
 NN0736
 NN0736                          STATION DESCRIPTION
 NN0736
 NN0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0736'STATION IS IN CENTER OF TOP OF A SMALL BARE MOUND ABOUT 8 FEET
 NN0736'HIGH, 300 YARDS WEST OF A T-FENCE CORNER MARKING THE CENTER OF
 NN0736'THE EAST SIDE OF SEC. 30, T. 33 N., R. 18 W., IN SIMPSON TOWNSHIP,
 NN0736'BEARING S. 20 DEG W., 0.6 MILE FROM A WHITE SCHOOLHOUSE IN THE
 NN0736'SOUTHWEST CORNER OF SEC. 20, 14 MILES EAST AND 1.5 MILES SOUTH
 NN0736'OF SPRINGVIEW.
 NN0736'
 NN0736'REACHED FROM BASSET BY GOING NORTH ON U.S. HIGHWAY 83 FOR 4.2
 NN0736'MILES TO WHERE IT TURNS WEST.  TURN EAST ON SECTION LINE ROAD FOR
 NN0736'2 MILES, THENCE NORTH 6 MILES TO BRIDGE AND TOWN OF CARNS.  TAKE
 NN0736'RIGHT FORK FROM CARNS THROUGH FARM YARDS UP HILL.  BEAR LEFT,
 NN0736'FOLLOWING ROAD AROUND EDGE OF HILL TO TOP AND CONTINUING ON SAME
 NN0736'ROAD (MAIN PRAIRIE ROAD) 6.0 MILES FROM CARNS TO STATION ON LEFT
 NN0736'SIDE OF ROAD.
 NN0736'
 NN0736'REFERENCE MARK NO. 1 IS ABOUT 300 FEET NORTH OF PRAIRIE ROAD
 NN0736'PAST STATION.
 NN0736'
 NN0736'REFERENCE MARK NO. 2 IS ABOUT 200 FEET SOUTH OF PRAIRIE ROAD
 NN0736'PAST STATION.
 NN0736'
 NN0736'AZIMUTH MARK IS 0.8 MILE SOUTH BY WEST OF STATION, SET IN
 NN0736'EAST-AND-WEST FENCE LINE, 30 FEET EAST OF FENCE CORNER.
 NN0736'
 NN0736'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 NN0736'548.12 FEET.
 NN0736'
 NN0736'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0736
 NN0736                          STATION RECOVERY (1949)
 NN0736
 NN0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0736'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0736'AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD
 NN0736'CONDITION.  THE DISTANCE TO REFERENCE MARK NO 2 WAS IN ERROR.
 NN0736'
 NN0736'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0736'
 NN0736'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTH-NORTHEAST OF
 NN0736'BASSETT, 9-1/2 MILES SOUTHEAST OF BURTON, 13-1/2 MILES
 NN0736'EAST-SOUTHEAST OF SPRINGVIEW AND 7-1/2 MILES NORTHEAST OF RIVERVIEW
 NN0736'ON THE HIGH POINT OF A SMALL KNOLL IN A PASTURE.  IT IS
 NN0736'ABOUT 0.4 MILE NORTH-NORTHWEST OF A WINDMILL AND 5 FEET EAST
 NN0736'OF WITNESS POST.  IT IS STAMPED SIMPSON 1934 AND PROJECTS 8
 NN0736'INCHES.
 NN0736'
 NN0736'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, SET IN
 NN0736'THE OPEN PASTURE.  IT IS STAMPED SIMPSON NO 1 1934 AND PROJECTS
 NN0736'8 INCHES.
 NN0736'
 NN0736'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET ON THE HIGH
 NN0736'POINT OF A SMALL KNOLL.  IT IS STAMPED SIMPSON NO 2 1934 AND
 NN0736'PROJECTS 6 INCHES.
 NN0736'
 NN0736'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH OF THE STATION, 45 FEET
 NN0736'EAST OF FENCE CORNER, 4 FEET NORTH OF WITNESS POST AND 4-1/2
 NN0736'FEET NORTH OF FENCE LINE.  IT IS STAMPED SIMPSON AZI 1934 AND
 NN0736'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO SOUTH-SOUTHEAST
 NN0736'ACROSS PASTURE TO FENCE CORNER, CONTINUE SOUTH ALONG EAST SIDE
 NN0736'OF FENCE LINE FOR 0.6 MILE TO GATE, PASS THROUGH GATE AND GO
 NN0736'SOUTHWEST ACROSS PASTURE FOR 0.25 MILE TO MARK AS DESCRIBED.
 NN0736'
 NN0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 NN0736'STATE ROUTE NO 72 IN THE CENTER OF SPRINGVIEW, GO SOUTH AND
 NN0736'EAST ON U.S. HIGHWAY 183 FOR 8.0 MILES TO WHERE 183 MAKES A
 NN0736'RIGHT TURN SOUTH, T-ROAD LEFT AND SIGN OUT OF WAY RANCH STRAIGHT
 NN0736'AHEAD, TURN LEFT AND GO NORTH FOR 1.0 MILE, TURN RIGHT AND
 NN0736'CONTINUE EAST ON MAIN TRAVELED ROAD FOR 2.0 MILES TO
 NN0736'T-INTERSECTION, TURN LEFT AND CONTINUE NORTH ON MAIN ROAD FOR
 NN0736'1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW ROAD EAST
 NN0736'FOR 5.1 MILES TO ROAD RIGHT ACROSS CATTLE GUARD, TURN RIGHT
 NN0736'ACROSS CATTLE GUARD AND FOLLOW TRACK ROAD SOUTH FOR 0.95
 NN0736'MILE TO FORK, BEAR LEFT AND CONTINUE SOUTH FOR 0.1 MILE TO
 NN0736'CROSSROAD, BEAR LEFT AND CONTINUE SOUTHEAST ON TRACK ROAD FOR
 NN0736'0.4 MILE TOWARDS WINDMILL TO STATION ON LEFT AT TOP OF SMALL
 NN0736'KNOLL AS DESCRIBED.
 NN0736'
 NN0736'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 NN0736'
 NN0736'AN 87 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0736'
 NN0736'A 74 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET
 NN0736'
 NN0736'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 64 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0463 ***********************************************************************
 NO0463  DESIGNATION -  SIMPSON
 NO0463  PID         -  NO0463
 NO0463  STATE/COUNTY-  NE/CHERRY
 NO0463  COUNTRY     -  US
 NO0463  USGS QUAD   -  INDIAN HILL (2017)
 NO0463
 NO0463                         *CURRENT SURVEY CONTROL
 NO0463  ______________________________________________________________________
 NO0463* NAD 83(1995) POSITION- 42 30 49.42607(N) 101 26 22.55801(W)   ADJUSTED
 NO0463* NAVD 88 ORTHO HEIGHT -  1114.    (meters)     3655.    (feet) SCALED
 NO0463  ______________________________________________________________________
 NO0463  GEOID HEIGHT    -        -19.611 (meters)                     GEOID18
 NO0463  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 NO0463  HORZ ORDER      -  SECOND
 NO0463
 NO0463.The horizontal coordinates were established by classical geodetic methods
 NO0463.and adjusted by the National Geodetic Survey in August 1997.
 NO0463
 NO0463.The orthometric height was scaled from a topographic map.
 NO0463
 NO0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0463.GEOID18 height accuracy estimate available here.
 NO0463
 NO0463.Click photographs - Photos may exist for this station.
 NO0463
 NO0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0463
 NO0463. The following values were computed from the NAD 83(1995) position.
 NO0463
 NO0463;                    North         East     Units Scale Factor Converg.
 NO0463;SPC NE       -   298,592.536   381,719.769   MT  0.99981351   -0 57 14.5
 NO0463;SPC NE       -   979,632.35  1,252,358.94   sFT  0.99981351   -0 57 14.5
 NO0463;UTM  14      - 4,709,701.803   299,586.055   MT  1.00009420   -1 38 56.9
 NO0463
 NO0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0463!SPC NE       -   0.99982833  x   0.99981351  =   0.99964187
 NO0463!UTM  14      -   0.99982833  x   1.00009420  =   0.99992252
 NO0463
 NO0463:                Primary Azimuth Mark                     Grid Az
 NO0463:SPC NE       -  SIMPSON AZ MK                            306 06 53.9
 NO0463:UTM  14      -  SIMPSON AZ MK                            306 48 36.3
 NO0463
 NO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9958609701(NAD 83)
 NO0463
 NO0463|---------------------------------------------------------------------|
 NO0463| PID    Reference Object                     Distance      Geod. Az  |
 NO0463|                                                           dddmmss.s |
 NO0463| CQ4915 SIMPSON RM 1                          7.737 METERS 00945     |
 NO0463| CQ4916 SIMPSON RM 2                          9.186 METERS 18942     |
 NO0463| CQ4914 SIMPSON AZ MK                                      3050939.4 |
 NO0463|---------------------------------------------------------------------|
 NO0463
 NO0463                          SUPERSEDED SURVEY CONTROL
 NO0463
 NO0463  NAD 83(1986)-  42 30 49.42270(N)    101 26 22.56401(W) AD(       ) 2
 NO0463  NAD 27      -  42 30 49.45700(N)    101 26 20.98300(W) AD(       ) 2
 NO0463
 NO0463.Superseded values are not recommended for survey control.
 NO0463
 NO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0463.See file dsdata.pdf to determine how the superseded data were derived.
 NO0463
 NO0463_MARKER: DS = TRIANGULATION STATION DISK
 NO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0463_STAMPING: SIMPSON 1949
 NO0463_MARK LOGO: CGS
 NO0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0463+STABILITY: SURFACE MOTION
 NO0463
 NO0463  HISTORY     - Date     Condition        Report By
 NO0463  HISTORY     - 1949     MONUMENTED       CGS
 NO0463
 NO0463                          STATION DESCRIPTION
 NO0463
 NO0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0463'THE STATION IS LOCATED ABOUT 37.0 MILES SOUTH-SOUTHWEST OF
 NO0463'CODY, 6.5 MILES SOUTH OF THE SNAKE RIVER AND 0.5 MILE NORTH
 NO0463'OF GORDON CREEK ON LAND OWNED BY MR. FRANK SIMPSON.  IT IS ON
 NO0463'THE HIGHEST POINT OF HILL SOUTHEAST OF MR. SIMPSONS HOUSE,
 NO0463'4 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED SIMPSON
 NO0463'1949 AND PROJECTS 5 INCHES.
 NO0463'
 NO0463'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, NEAR
 NO0463'THE MIDDLE OF THE SAME HILL AS THE STATION.  IT IS STAMPED
 NO0463'SIMPSON NO 1 1949 AND PROJECTS 3 INCHES.
 NO0463'
 NO0463'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, NEAR THE
 NO0463'SOUTH END OF THE SAME HILL AS THE STATION.  IT IS STAMPED
 NO0463'SIMPSON NO 2 1949 AND PROJECTS 3 INCHES.
 NO0463'
 NO0463'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.05 MILE EAST
 NO0463'OF FENCE CORNER, 2 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH
 NO0463'OF EAST-WEST FENCE LINE.  IT IS STAMPED SIMPSON 1949 AND
 NO0463'PROJECTS 3 INCHES.
 NO0463'
 NO0463'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0463'WEST AND SOUTH ON THE MAIN TRAVELED ROAD FOR 9.4 MILES TO THE
 NO0463'BRIDGE OVER THE NIOBRARA RIVER, CROSS BRIDGE AND TAKE LEFT
 NO0463'FORK FOR 0.95 MILE TO FORKS, TAKE RIGHT FORK FOR 0.75 MILE
 NO0463'TO ENTRANCE TO THE NEBRASKA NATIONAL FOREST, CONTINUE SOUTH ON
 NO0463'MAIN ROAD FOR 2.75 MILES TO PLANTING CAMP ON THE LEFT, CONTINUE
 NO0463'SOUTH AND WEST ON MAIN ROAD FOR 6.15 MILES TO NATIONAL
 NO0463'FOREST BOUNDARY, CONTINUE WEST, SOUTH AND WEST ON MAIN TRACK
 NO0463'ROAD FOR 1.55 MILES TO DIAMOND BAR RANCH ON THE RIGHT,
 NO0463'CONTINUE WEST, PASSING BETWEEN THE HOUSE AND BARN, FOR
 NO0463'0.4 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 NO0463'SOUTH FOR 0.9 MILE TO CATTLE GUARD, CROSS GUARD AND CONTINUE
 NO0463'SOUTH AND WEST FOR 0.8 MILE TO CATTLE GUARD, CROSS GUARD
 NO0463'AND CONTINUE WEST AND SOUTH FOR 1.85 MILES TO CATTLE
 NO0463'GUARD, CROSS GUARD AND CONTINUE SOUTH AND WEST FOR 3.0 MILES
 NO0463'TO CATTLE GUARD, CROSS GUARD AND CONTINUE ON MAIN TRACK ROAD
 NO0463'FOR 1.85 MILES TO BRIDGE OVER THE SNAKE RIVER, CROSS BRIDGE
 NO0463'AND GO SOUTH FOR 0.8 MILE TO CATTLE GUARD, CROSS GUARD AND
 NO0463'CONTINUE ON MAIN ROAD FOR 0.4 MILE TO CATTLE GUARD,
 NO0463'CROSS GUARD AND CONTINUE ON MAIN ROAD FOR 2.15 MILES TO CATTLE
 NO0463'GUARD, CROSS GUARD AND CONTINUE ON MAIN ROAD FOR 0.95 MILE
 NO0463'TO CATTLE GUARD, CROSS GUARD AND CONTINUE SOUTHEAST
 NO0463'AND SOUTH FOR 1.45 MILES TO CROSSROADS AT RANCH HOUSES
 NO0463'ON THE RIGHT AND LEFT, CONTINUE SOUTH AND WEST FOR 0.15
 NO0463'MILE TO A CATTLE GUARD ON THE LEFT TO THE SOUTHEAST OF
 NO0463'LARGE RED BARN, TURN LEFT ACROSS CATTLE GUARD AND GO SOUTHWEST
 NO0463'AND WEST FOR 1.3 MILES TO FORKS, TAKE LEFT FORK FOR 0.35 MILE
 NO0463'TO CATTLE GUARD, CROSS GUARD AND CONTINUE WEST FOR 0.5 MILE
 NO0463'TO WINDMILL, CONTINUE WEST AND SOUTH ON MAIN ROAD FOR 1.05
 NO0463'MILES TO CATTLE GUARD, CROSS GUARD AND CONTINUE SOUTH AND
 NO0463'EAST ON MAIN ROAD FOR 2.5 MILES TO WINDMILL ON THE RIGHT,
 NO0463'CONTINUE WEST AND SOUTHWEST ON MAIN ROAD FOR 0.75 MILE TO
 NO0463'FORKS, TAKE RIGHT FORK AND FOLLOW MAIN ROAD WESTERLY FOR
 NO0463'0.7 MILE TO BARNLOT SOUTH OF TWO RANCH HOUSES, GO THROUGH
 NO0463'WIRE GATE SOUTHWEST OF WEST ONE OF TWO HOUSES AND GO
 NO0463'WEST-NORTHWEST ON TRACK ROAD FOR 0.15 MILE TO WIRE GATE ON
 NO0463'THE RIGHT, TURN RIGHT THROUGH GATE THEN BEAR LEFT AND
 NO0463'FOLLOW MAIN ROAD WEST FOR 2.2 MILES TO CATTLE GUARD,
 NO0463'CONTINUE WEST ON MAIN ROAD FOR 0.25 MILE TO CATTLE GUARD
 NO0463'SOUTH-SOUTHWEST OF OLD HOUSE, CROSS GUARD AND CONTINUE
 NO0463'WESTERLY FOR 0.85 MILE TO CATTLE GUARD, CROSS GUARD AND GO
 NO0463'WEST AND SOUTH FOR 0.35 MILE TO WIRE GATE JUST SOUTH OF
 NO0463'FENCE CORNER, CONTINUE WEST ON MAIN ROAD FOR 0.25 MILE,
 NO0463'HERE TURN LEFT OFF OF TRACK ROAD JUST BEFORE STARTING
 NO0463'DOWN A SMALL HILL AND GO SOUTH AND SOUTHWEST FOR 0.25
 NO0463'MILE TO WIRE GATE IN FENCE CORNER WHICH IS JUST NORTHEAST
 NO0463'OF HIGH ROUND HILL, GO THROUGH GATE INTO NORTHWEST CORNER
 NO0463'OF PASTURE, THE AZIMUTH MARK IS JUST EAST OF THIS GATE AS
 NO0463'DESCRIBED, PICK WAY SOUTHEAST FOR 0.6 MILE TO THE SUMMIT
 NO0463'OF THE HIGHEST HILL IN THE PASTURE AND STATION ON THE
 NO0463'SUMMIT AS DESCRIBED.
 NO0463'
 NO0463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1030 ***********************************************************************
 LH1030  DESIGNATION -  SINK
 LH1030  PID         -  LH1030
 LH1030  STATE/COUNTY-  NE/FURNAS
 LH1030  COUNTRY     -  US
 LH1030  USGS QUAD   -  HENDLEY (2017)
 LH1030
 LH1030                         *CURRENT SURVEY CONTROL
 LH1030  ______________________________________________________________________
 LH1030* NAD 83(1995) POSITION- 40 12 18.44766(N) 099 58 52.35091(W)   ADJUSTED
 LH1030* NAVD 88 ORTHO HEIGHT -   754.    (meters)     2474.    (feet) SCALED
 LH1030  ______________________________________________________________________
 LH1030  GEOID HEIGHT    -        -24.575 (meters)                     GEOID18
 LH1030  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LH1030  HORZ ORDER      -  FIRST
 LH1030
 LH1030.The horizontal coordinates were established by classical geodetic methods
 LH1030.and adjusted by the National Geodetic Survey in August 1997.
 LH1030
 LH1030.The orthometric height was scaled from a topographic map.
 LH1030
 LH1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1030.GEOID18 height accuracy estimate available here.
 LH1030
 LH1030.Click photographs - Photos may exist for this station.
 LH1030
 LH1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1030
 LH1030. The following values were computed from the NAD 83(1995) position.
 LH1030
 LH1030;                    North         East     Units Scale Factor Converg.
 LH1030;SPC NE       -    41,281.705   501,599.721   MT  0.99991357   +0 00 44.8
 LH1030;SPC NE       -   135,438.39  1,645,665.08   sFT  0.99991357   +0 00 44.8
 LH1030;UTM  14      - 4,450,986.012   416,494.795   MT  0.99968584   -0 38 00.4
 LH1030
 LH1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1030!SPC NE       -   0.99988554  x   0.99991357  =   0.99979912
 LH1030!UTM  14      -   0.99988554  x   0.99968584  =   0.99957142
 LH1030
 LH1030:                Primary Azimuth Mark                     Grid Az
 LH1030:SPC NE       -  SINK AZ MK                               090 47 31.4
 LH1030:UTM  14      -  SINK AZ MK                               091 26 16.6
 LH1030
 LH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1649450986(NAD 83)
 LH1030
 LH1030|---------------------------------------------------------------------|
 LH1030| PID    Reference Object                     Distance      Geod. Az  |
 LH1030|                                                           dddmmss.s |
 LH1030| LH1037 ST MATHEWS LUTHERAN CH SPIRE        APPROX.16.3 KM 0053157.3 |
 LH1030| LH1038 ARAPAHOE CHURCH SPIRE               APPROX.13.0 KM 0301150.0 |
 LH1030| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX.12.9 KM 0340503.7 |
 LH1030| CO2390 SINK RM 1                            28.857 METERS 08936     |
 LH1030| CO2389 SINK AZ MK                                         0904816.2 |
 LH1030| KH0722 NORCATUR MUNICIPAL TANK             APPROX.44.4 KM 2034747.2 |
 LH1030| LJ0431 COUNTRY CHURCH SPIRE E              APPROX.29.9 KM 2634505.6 |
 LH1030| CO2391 SINK RM 2                            29.819 METERS 26942     |
 LH1030| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX.18.9 KM 2982740.3 |
 LH1030| LJ0418 HOLBROOK MUNICIPAL TANK             APPROX.11.2 KM 3493017.4 |
 LH1030| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.32.4 KM 3585819.7 |
 LH1030|---------------------------------------------------------------------|
 LH1030
 LH1030                          SUPERSEDED SURVEY CONTROL
 LH1030
 LH1030  NAD 83(1986)-  40 12 18.45271(N)    099 58 52.35461(W) AD(       ) 1
 LH1030  NAD 27      -  40 12 18.42800(N)    099 58 50.89500(W) AD(       ) 1
 LH1030
 LH1030.Superseded values are not recommended for survey control.
 LH1030
 LH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1030.See file dsdata.pdf to determine how the superseded data were derived.
 LH1030
 LH1030_MARKER: DS = TRIANGULATION STATION DISK
 LH1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1030_STAMPING: SINK 1934
 LH1030_MARK LOGO: CGS
 LH1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1030+STABILITY: SURFACE MOTION
 LH1030
 LH1030  HISTORY     - Date     Condition        Report By
 LH1030  HISTORY     - 1934     MONUMENTED       CGS
 LH1030  HISTORY     - 1935     GOOD             CGS
 LH1030  HISTORY     - 1951     GOOD             CGS
 LH1030  HISTORY     - 1962     GOOD             CGS
 LH1030
 LH1030                          STATION DESCRIPTION
 LH1030
 LH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1030'IN THE SOUTHWEST QUARTER OF SEC. 24, T. 3 N., R. 24 W., VINCENT
 LH1030'TOWNSHIP, 5 MILES NORTH AND 1/2 MILE WEST OF HENDLEY, 4-1/2 MILES
 LH1030'WEST AND 7 MILES SOUTH OF ARAPAHOE, ON THE PROPERTY OF MR. H.
 LH1030'HOKANSON.
 LH1030'
 LH1030'TO REACH FROM THE DEPOT IN HOLBROOK GO SOUTH ON DIM ROAD FOR 0.2
 LH1030'MILE TO BRIDGE OVER RIVER, CONTINUE SOUTH ON MAIN DIRT ROAD FOR
 LH1030'1.6 MILES TO T-ROAD, TURN LEFT (EAST) AND GO 0.3 MILE TO TOP OF
 LH1030'HILL.  TURN RIGHT (SOUTH) AND GO 5.1 MILES TO SECOND T-ROAD.  TURN
 LH1030'LEFT (EAST) AND GO 1.3 MILES TO TOP OF HIGH POINT ON ROAD AND
 LH1030'STATION.  MARK IS 30 FEET NORTH OF CENTERLINE OF ROAD, IN
 LH1030'EAST-WEST FENCE LINE, AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF CENTERLINE OF SAID ROAD IN
 LH1030'EAST-WEST FENCE LINE, AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF CENTERLINE OF SAID ROAD IN
 LH1030'EAST-WEST FENCE LINE AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'TO REACH AZIMUTH MARK FROM STATION, GO EAST, ON SAID ROAD FOR 0.75
 LH1030'MILE TO CROSSROADS WITH CEMETERY IN SOUTHEAST ANGLE FORMED BY
 LH1030'INTERSECTION OF ROADS.  MARK IS 35 FEET WEST OF CENTERLINE OF
 LH1030'NORTH-SOUTH ROAD, 30 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 LH1030'50 FEET SOUTHWEST OF SECTION CORNER, AND PROJECTS 12 INCHES.
 LH1030'
 LH1030'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1030
 LH1030                          STATION RECOVERY (1935)
 LH1030
 LH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1030'STATION IS 5 MILES NORTH AND 0.75 MILE WEST OF HENDLEY, NEBRASKA,
 LH1030'LOCATED IN THE SOUTHWEST QUARTER OF SEC. 24, T. 3 N., R. 24 W.,
 LH1030'VINCENT TOWNSHIP, ON MR. H. HEKANSENS LAND.  IT LIES 1 FOOT SOUTH
 LH1030'OF AN EAST-WEST FENCE WHICH IS THE NORTH RIGHT-OF-WAY FENCE OF THE
 LH1030'GRADED SECTION-LINE ROAD AND 27 FEET NORTH OF THE CENTERLINE OF
 LH1030'THE GRADED SECTION-LINE ROAD.  THE STATION MARK IS SET
 LH1030'11 INCHES IN DIAMETER, PROJECTS 8 INCHES, AND
 LH1030'IS STAMPED SINK-1934.  IT WAS RECOVERED IN GOOD CONDITION.
 LH1030'
 LH1030'REFERENCE MARK NO. 1 LIES EAST OF THE STATION.  IT IS 1 FOOT SOUTH
 LH1030'OF THE EAST-WEST RIGHT-OF-WAY FENCE MENTIONED ABOVE AND IS 27 FEET
 LH1030'NORTH OF THE CENTERLINE OF THE GRADED EAST-WEST SECTION-LINE ROAD.
 LH1030'IT IS 11 INCHES IN DIAMETER,
 LH1030'PROJECTS 8 INCHES, AND IS STAMPED SINK-1934 R.M. 1.
 LH1030'
 LH1030'REFERENCE MARK NO. 2 LIES WEST OF THE STATION.  IT IS 1 FOOT SOUTH
 LH1030'OF THE EAST-WEST RIGHT-OF-WAY FENCE, 27 FEET NORTH OF THE CENTERLINE
 LH1030'OF THE EAST-WEST GRADED SECTION-LINE ROAD, IS 11 INCHES IN
 LH1030'DIAMETER, PROJECTS 8 INCHES, AND IS STAMPED SINK-1934 R.M. 2.
 LH1030'
 LH1030'THE AZIMUTH MARK LIES EAST OF THE STATION.  IT IS IN THE SOUTHWEST
 LH1030'ANGLE OF A GRADED ROAD INTERSECTION OF THE EAST-WEST ROAD ON WHICH
 LH1030'THE STATION IS LOCATED AND A MAIN GRADED ROAD GOING NORTH OUT OF
 LH1030'HENDLEY.  IT IS 8 FEET WEST OF A NORTH-EAST FENCE CORNER, 35 FEET
 LH1030'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD AND 30 FEET
 LH1030'SOUTH OF THE CENTERLINE OF THE ABOVE MENTIONED EAST-WEST GRADED
 LH1030'ROAD.  IT IS SET  8 INCHES SQUARE,
 LH1030'PROJECTS 12 INCHES, AND IS STAMPED SINK-1934 AZIMUTH.  IT WAS
 LH1030'RECOVERED IN GOOD CONDITION.
 LH1030'
 LH1030'IMPRACTICAL TO MEASURE BETWEEN REFERENCE MARKS NO. 1 AND 2 DUE TO
 LH1030'LOCATION.
 LH1030'
 LH1030'THE STATION MAY BE REACHED FROM HENDLEY, NEBRASKA BY DRIVING NORTH
 LH1030'ON A GRADED SECTION-LINE ROAD AT THE EAST EDGE OF TOWN FOR 5.0
 LH1030'MILES TO A GRADED ROAD INTERSECTION (CEMETERY IN SOUTHEAST ANGLE),
 LH1030'THENCE LEFT (WEST) 0.75 MILE TO THE TOP OF GRADE AND THE STATION.
 LH1030'
 LH1030'A THIRTY-FOOT TOWER CLEARS ALL LINES FROM THIS STATION.
 LH1030'
 LH1030'ELEVATION 2480 FEET.
 LH1030
 LH1030                          STATION RECOVERY (1951)
 LH1030
 LH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1030'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND
 LH1030'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 LH1030'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1030'
 LH1030'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ARAPAHOE AND 5.5
 LH1030'MILES NORTH-NORTHWEST OF HENDLEY.  IT IS 32 FEET NORTH OF THE CENTER
 LH1030'OF AND EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF A FENCE LINE AND
 LH1030'WITNESS POST.  IT IS STAMPED SINK 1934 AND PROJECTS 3 INCHES.
 LH1030'
 LH1030'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1030'DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1030'STAMPED SINK NO 1 1934 AND PROJECTS 4 INCHES.  NOTE 11B.
 LH1030'
 LH1030'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1030'DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1030'STAMPED SINK NO 2 1934 AND PROJECTS 6 INCHES.
 LH1030'
 LH1030'THE AZIMUTH MARK IS LOCATED 42 FEET WEST OF THE CENTER OF A
 LH1030'NORTH-SOUTH DIRT ROAD, 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1030'DIRT ROAD, 5 FEET WEST OF A POWER LINE POLE AND 1 FOOT WEST OF A
 LH1030'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK.  IT IS
 LH1030'STAMPED SINK 1934 AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO SOUTH ON
 LH1030'U.S. HIGHWAY 283 FOR 6.9 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LH1030'WEST ON A DIRT ROAD FOR 4.05 MILES TO A CROSSROAD AND THE AZIMUTH
 LH1030'MARK IN THE SOUTHWEST ANGLE AS DESCRIBED.  CONTINUE WEST ON A DIRT
 LH1030'ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1030
 LH1030                          STATION RECOVERY (1962)
 LH1030
 LH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 LH1030'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LH1030'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0534 ***********************************************************************
 MN0534  DESIGNATION -  SIOUX
 MN0534  PID         -  MN0534
 MN0534  STATE/COUNTY-  NE/CHEYENNE
 MN0534  COUNTRY     -  US
 MN0534  USGS QUAD   -  MUD SPRINGS SE (2017)
 MN0534
 MN0534                         *CURRENT SURVEY CONTROL
 MN0534  ______________________________________________________________________
 MN0534* NAD 83(1995) POSITION- 41 17 38.24938(N) 103 03 26.37865(W)   ADJUSTED
 MN0534* NAVD 88 ORTHO HEIGHT -  1399.    (meters)     4590.    (feet) SCALED
 MN0534  ______________________________________________________________________
 MN0534  GEOID HEIGHT    -        -19.722 (meters)                     GEOID18
 MN0534  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 MN0534  HORZ ORDER      -  SECOND
 MN0534
 MN0534.The horizontal coordinates were established by classical geodetic methods
 MN0534.and adjusted by the National Geodetic Survey in August 1997.
 MN0534
 MN0534.The orthometric height was scaled from a topographic map.
 MN0534
 MN0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0534.GEOID18 height accuracy estimate available here.
 MN0534
 MN0534.Click photographs - Photos may exist for this station.
 MN0534
 MN0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0534
 MN0534. The following values were computed from the NAD 83(1995) position.
 MN0534
 MN0534;                    North         East     Units Scale Factor Converg.
 MN0534;SPC NE       -   166,692.263   244,056.454   MT  0.99966540   -2 01 33.9
 MN0534;SPC NE       -   546,889.53    800,708.55   sFT  0.99966540   -2 01 33.9
 MN0534;UTM  13      - 4,573,210.178   662,657.784   MT  0.99992562   +1 16 56.3
 MN0534
 MN0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0534!SPC NE       -   0.99978376  x   0.99966540  =   0.99944923
 MN0534!UTM  13      -   0.99978376  x   0.99992562  =   0.99970939
 MN0534
 MN0534:                Primary Azimuth Mark                     Grid Az
 MN0534:SPC NE       -  SIOUX AZ MK                              091 41 44.8
 MN0534:UTM  13      -  SIOUX AZ MK                              088 23 14.6
 MN0534
 MN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6265773210(NAD 83)
 MN0534
 MN0534|---------------------------------------------------------------------|
 MN0534| PID    Reference Object                     Distance      Geod. Az  |
 MN0534|                                                           dddmmss.s |
 MN0534| MN0499 GURLEY MUNICIPAL TANK               APPROX. 7.5 KM 0660112.8 |
 MN0534| CP8631 SIOUX RM 1                           19.250 METERS 07232     |
 MN0534| MN0536 SIOUX AZ MK                         APPROX. 1.0 KM 0894010.9 |
 MN0534| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX. 9.3 KM 2024117.2 |
 MN0534| CP8632 SIOUX RM 2                           15.922 METERS 29044     |
 MN0534| CP8633 SIOUX RM 3                           44.989 METERS 29130     |
 MN0534|---------------------------------------------------------------------|
 MN0534
 MN0534                          SUPERSEDED SURVEY CONTROL
 MN0534
 MN0534  NAD 83(1993)-  41 17 38.24872(N)    103 03 26.37869(W) AD(       ) 2
 MN0534  NAD 83(1986)-  41 17 38.24215(N)    103 03 26.37962(W) AD(       ) 2
 MN0534  NAD 27      -  41 17 38.30980(N)    103 03 24.64260(W) AD(       ) 2
 MN0534
 MN0534.Superseded values are not recommended for survey control.
 MN0534
 MN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0534.See file dsdata.pdf to determine how the superseded data were derived.
 MN0534
 MN0534_MARKER: DS = TRIANGULATION STATION DISK
 MN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0534_STAMPING: SIOUX 1963
 MN0534_MARK LOGO: CGS
 MN0534_PROJECTION: FLUSH
 MN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0534+STABILITY: SURFACE MOTION
 MN0534
 MN0534  HISTORY     - Date     Condition        Report By
 MN0534  HISTORY     - 1963     MONUMENTED       CGS
 MN0534  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0534  HISTORY     - 1977     GOOD             NGS
 MN0534
 MN0534                          STATION DESCRIPTION
 MN0534
 MN0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0534'THE STATION IS LOCATED ON THE SIOUX ORDNANCE DEPOT WHICH IS
 MN0534'THE PROPERTY OF THE UNITED STATES.  THE STATION IS ABOUT 10-1/2
 MN0534'MILES NORTH AND 4-1/4 MILES WEST OF SIDNEY.
 MN0534'
 MN0534'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0534'ON U.S. HIGHWAY 30 FOR 1.55 MILES TO A Y-FORK AND THE JUNCTION
 MN0534'OF U.S. HIGHWAY 385.  TURN LEFT, NORTH ON U.S. HIGHWAY 385
 MN0534'FOR 5.35 MILES TO A CROSSROAD AND THE HUNTSMAN ELEVATOR ON
 MN0534'THE LEFT.  TURN LEFT, WEST ON PAVED ROAD FOR 1.05 MILES TO
 MN0534'GUARD GATE NO. 4 AT THE SOUTHEAST CORNER OF THE SIOUX ORDNANCE
 MN0534'DEPOT.  PASS THROUGH THE GUARD GATE AND TURN RIGHT, NORTH FOR
 MN0534'4.8 MILES TO WHERE THE ROAD TURNS LEFT.  TURN LEFT, WEST ON
 MN0534'GRAVELED ROAD FOR 2.85 MILES TO THE AZIMUTH MARK ON THE
 MN0534'RIGHT, NORTH SIDE OF THE ROAD AS DESCRIBED.  CONTINUE WEST ON
 MN0534'GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT, NORTH
 MN0534'SIDE OF THE ROAD AS DESCRIBED.
 MN0534'
 MN0534'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0534'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 MN0534'GROUND AND IS STAMPED SIOUX 1963.  IT IS 60 FEET NORTH OF THE
 MN0534'CENTER OF AN EAST-WEST GRAVELED ROAD, 20 FEET SOUTH OF THE NORTH
 MN0534'SECURITY FENCE AROUND THE SIOUX ORDNANCE DEPOT AND 19 FEET
 MN0534'SOUTH OF A METAL WITNESS POST.
 MN0534'
 MN0534'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0534'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 6 INCHES AND
 MN0534'IS STAMPED SIOUX NO 1 1963.  IT IS 79 FEET NORTH OF THE CENTER
 MN0534'OF AN EAST-WEST ROAD, 60 FEET EAST OF A METAL WITNESS POST AND
 MN0534'1 FOOT SOUTH OF THE NORTH SECURITY FENCE.
 MN0534'
 MN0534'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0534'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 6 INCHES AND
 MN0534'IS STAMPED SIOUX NO 2 1963.  IT IS 79 FEET NORTH OF THE CENTER
 MN0534'OF AN EAST-WEST ROAD, 48 FEET WEST OF A METAL WITNESS POST
 MN0534'AND 1 FOOT SOUTH OF THE NORTH SECURITY FENCE.
 MN0534'
 MN0534'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0534'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 5 INCHES AND IS STAMPED
 MN0534'SIOUX 1963.  IT IS 79 FEET NORTH OF AN EAST-WEST GRAVELED
 MN0534'ROAD, 1.7 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 1.5
 MN0534'FEET SOUTH OF THE NORTH SECURITY FENCE.
 MN0534
 MN0534                          STATION RECOVERY (1972)
 MN0534
 MN0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0534'THE STATION MARK, R.M. 1 AND R.M. 2 WERE NOT FOUND.  THE AREA
 MN0534'DESCRIBED IS NOW UNDER CULTIVATION AND NO EVIDENCE OF THE
 MN0534'MARKS WAS FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 MN0534
 MN0534                          STATION RECOVERY (1977)
 MN0534
 MN0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0534'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MN0534'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 MN0534'FOUND.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DIRECTION
 MN0534'TO REFERENCE MARK 1 MISSED THE PREVIOUS DIRECTION 40 SECONDS AND
 MN0534'THE DISTANCE MISSED THE PREVIOUS DISTANCE 0.04 FOOT.
 MN0534'
 MN0534'DUE TO CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS--
 MN0534'
 MN0534'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH AND 4.25 MILES WEST
 MN0534'OF SIDNEY, NOW IN A FIELD UNDER-CULTIVATION, JUST SOUTH ACROSS THE
 MN0534'ROAD FROM A NEW FARM HOME.  NEW PROPERTY OWNER NOT FOUND THIS DATE.
 MN0534'
 MN0534'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST ON
 MN0534'HIGHWAY 30 FOR 1.55 MILES TO THE JUNCTION OF US HIGHWAY 385, TURN
 MN0534'LEFT AND GO NORTH ON HIGHWAY 385 FOR 5.65 MILES TO A CROSSROAD AND
 MN0534'THE HUNTSMAN GRAIN ELEVATOR ON THE LEFT, TURN LEFT AND GO WEST ON
 MN0534'A SURFACED ROAD FOR 1.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 MN0534'NORTH ON A GRAVELED ROAD FOR 5.0 MILES TO A SIDE ROAD ON THE
 MN0534'LEFT, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.7 MILES TO
 MN0534'THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE GRAVELED
 MN0534'ROAD FOR 0.6 MILE TO A FARM HOME ON THE RIGHT AND THE STATION ON
 MN0534'THE LEFT.
 MN0534'
 MN0534'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SIOUX 1963,
 MN0534'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 MN0534'THE GROUND SURFACE.  IT IS 148.2 FEET EAST-SOUTHEAST OF A POWER
 MN0534'POLE, 63 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.8 FEET WEST
 MN0534'OF A METAL WITNESS POST AND 1.4 FEET EAST OF A METAL WITNESS
 MN0534'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED THIS DATE.  REBAR
 MN0534'DRIVEN INTO GROUND BESIDE THE STATION MARK.
 MN0534'
 MN0534'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SIOUX NO 1 1963, SET IN
 MN0534'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 MN0534'ABOVE THE GROUND SURFACE.  IT IS 94.5 FEET WEST-SOUTHWEST OF A POWER
 MN0534'POLE, 43 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET
 MN0534'WEST OF A METAL WITNESS POST AND 0.5 FOOT NORTH OF A METAL WITNESS
 MN0534'POST.
 MN0534'
 MN0534'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0534'SIOUX 1963 NO 3 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MN0534'IT IS 30 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.3 FEET
 MN0534'EAST OF A POWER POLE AND 0.8 FOOT NORTH OF A METAL WITNESS POST.
 MN0534'
 MN0534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SIOUX 1963, SET IN THE
 MN0534'TOP OF A 12 INCH ROUND CONCRETE POST PROJECTION 6 INCHES.  IT IS
 MN0534'36 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 8.5 FEET
 MN0534'SOUTH-SOUTHEAST OF A POWER POLE AND 1.1 FEET SOUTHWEST OF A METAL
 MN0534'WITNESS POST.
 MN0534'
 MN0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES N
 MN0534'AND 4.5 MILE W OF SIDNEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0536 ***********************************************************************
 MN0536  DESIGNATION -  SIOUX AZ MK
 MN0536  PID         -  MN0536
 MN0536  STATE/COUNTY-  NE/CHEYENNE
 MN0536  COUNTRY     -  US
 MN0536  USGS QUAD   -  MUD SPRINGS SE (2017)
 MN0536
 MN0536                         *CURRENT SURVEY CONTROL
 MN0536  ______________________________________________________________________
 MN0536* NAD 83(1995) POSITION- 41 17 38.43019(N) 103 02 44.30255(W)   ADJUSTED
 MN0536* NAVD 88 ORTHO HEIGHT -  1393.    (meters)     4570.    (feet) SCALED
 MN0536  ______________________________________________________________________
 MN0536  GEOID HEIGHT    -        -19.734 (meters)                     GEOID18
 MN0536  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 MN0536  HORZ ORDER      -  THIRD
 MN0536
 MN0536.The horizontal coordinates were established by classical geodetic methods
 MN0536.and adjusted by the National Geodetic Survey in August 1997.
 MN0536
 MN0536.The orthometric height was scaled from a topographic map.
 MN0536
 MN0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0536.GEOID18 height accuracy estimate available here.
 MN0536
 MN0536.Click photographs - Photos may exist for this station.
 MN0536
 MN0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0536
 MN0536. The following values were computed from the NAD 83(1995) position.
 MN0536
 MN0536;                    North         East     Units Scale Factor Converg.
 MN0536;SPC NE       -   166,663.303   245,034.687   MT  0.99966540   -2 01 06.0
 MN0536;SPC NE       -   546,794.52    803,917.97   sFT  0.99966540   -2 01 06.0
 MN0536;UTM  13      - 4,573,237.726   663,636.314   MT  0.99992955   +1 17 24.0
 MN0536
 MN0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0536!SPC NE       -   0.99978470  x   0.99966540  =   0.99945017
 MN0536!UTM  13      -   0.99978470  x   0.99992955  =   0.99971426
 MN0536
 MN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6363673237(NAD 83)
 MN0536
 MN0536                          SUPERSEDED SURVEY CONTROL
 MN0536
 MN0536  NAD 83(1993)-  41 17 38.42953(N)    103 02 44.30257(W) AD(       ) 3
 MN0536  NAD 83(1986)-  41 17 38.42300(N)    103 02 44.30351(W) AD(       ) 3
 MN0536  NAD 27      -  41 17 38.49033(N)    103 02 42.56773(W) AD(       ) 3
 MN0536
 MN0536.Superseded values are not recommended for survey control.
 MN0536
 MN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0536.See file dsdata.pdf to determine how the superseded data were derived.
 MN0536
 MN0536_MARKER: DZ = AZIMUTH MARK DISK
 MN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0536_STAMPING: SIOUX 1963
 MN0536_MARK LOGO: CGS
 MN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0536+STABILITY: SURFACE MOTION
 MN0536
 MN0536  HISTORY     - Date     Condition        Report By
 MN0536  HISTORY     - 1963     MONUMENTED       CGS
 MN0536
 MN0536                          STATION DESCRIPTION
 MN0536
 MN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0536'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF DALTON,
 MN0536'8.1 MI (13.0 KM) NORTH-NORTHEAST OF BROWNSON AND 4.4 MI (7.1 KM)
 MN0536'WEST-SOUTHWEST OF GURLEY.
 MN0536'
 MN0536'IT IS SET IN THE TOP OF A 12 INCH (30 CM) ROUND CONCRETE POST
 MN0536'PROJECTION 6 INCHES (15 CM)  36 FT (11.0 M) SOUTH OF THE CENTER OF A
 MN0536'GRAVELED ROAD, 8.5 FT (2.6 M) SOUTH-SOUTHEAST OF A POWER POLE AND 1.1
 MN0536'FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0978 ***********************************************************************
 MK0978  DESIGNATION -  SKULL
 MK0978  PID         -  MK0978
 MK0978  STATE/COUNTY-  NE/BUTLER
 MK0978  COUNTRY     -  US
 MK0978  USGS QUAD   -  LOMA (2017)
 MK0978
 MK0978                         *CURRENT SURVEY CONTROL
 MK0978  ______________________________________________________________________
 MK0978* NAD 83(1995) POSITION- 41 12 36.49955(N) 096 57 42.16571(W)   ADJUSTED
 MK0978* NAVD 88 ORTHO HEIGHT -   502.103 (meters)     1647.32  (feet) ADJUSTED
 MK0978  ______________________________________________________________________
 MK0978  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 MK0978  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 MK0978  DYNAMIC HEIGHT  -        501.859 (meters)     1646.52  (feet) COMP
 MK0978  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 MK0978
 MK0978  HORZ ORDER      -  SECOND
 MK0978  VERT ORDER      -  SECOND    CLASS 0
 MK0978
 MK0978.The horizontal coordinates were established by classical geodetic methods
 MK0978.and adjusted by the National Geodetic Survey in August 1997.
 MK0978
 MK0978.The orthometric height was determined by differential leveling and
 MK0978.adjusted by the NATIONAL GEODETIC SURVEY
 MK0978.in June 1991.
 MK0978
 MK0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0978.GEOID18 height accuracy estimate available here.
 MK0978
 MK0978.Click photographs - Photos may exist for this station.
 MK0978
 MK0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0978
 MK0978.The dynamic height is computed by dividing the NAVD 88
 MK0978.geopotential number by the normal gravity value computed on the
 MK0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0978.degrees latitude (g = 980.6199 gals.).
 MK0978
 MK0978.The modeled gravity was interpolated from observed gravity values.
 MK0978
 MK0978. The following values were computed from the NAD 83(1995) position.
 MK0978
 MK0978;                    North         East     Units Scale Factor Converg.
 MK0978;SPC NE       -   157,336.026   754,677.219   MT  0.99967184   +2 00 48.5
 MK0978;SPC NE       -   516,193.28  2,475,970.18   sFT  0.99967184   +2 00 48.5
 MK0978;UTM  14      - 4,564,087.865   670,882.309   MT  0.99995939   +1 20 35.5
 MK0978
 MK0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0978!SPC NE       -   0.99992539  x   0.99967184  =   0.99959726
 MK0978!UTM  14      -   0.99992539  x   0.99995939  =   0.99988479
 MK0978
 MK0978:                Primary Azimuth Mark                     Grid Az
 MK0978:SPC NE       -  RADIO MAST KAR 72 ENE BRAINARD           094 48 31.2
 MK0978:UTM  14      -  RADIO MAST KAR 72 ENE BRAINARD           095 28 44.2
 MK0978
 MK0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7088264087(NAD 83)
 MK0978
 MK0978|---------------------------------------------------------------------|
 MK0978| PID    Reference Object                     Distance      Geod. Az  |
 MK0978|                                                           dddmmss.s |
 MK0978| MK2096 RADIO MAST KAR 72 ENE BRAINARD      APPROX. 3.6 KM 0964919.7 |
 MK0978| MK0977 SKULL AZ MK                         490.555 METERS 1820932.1 |
 MK0978| MK0979 SKULL RM 1                           18.265 METERS 18610     |
 MK0978| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 4.4 KM 2295841.5 |
 MK0978| MK0980 SKULL RM 2                           20.909 METERS 28208     |
 MK0978|---------------------------------------------------------------------|
 MK0978
 MK0978                          SUPERSEDED SURVEY CONTROL
 MK0978
 MK0978  NAD 83(1986)-  41 12 36.50896(N)    096 57 42.16580(W) AD(       ) 2
 MK0978  NGVD 29 (??/??/92)  501.926  (m)         1646.74   (f) ADJ UNCH    2 0
 MK0978  NGVD 29             501.93   (m)         1646.7    (f) LEVELING    3  
 MK0978
 MK0978.Superseded values are not recommended for survey control.
 MK0978
 MK0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0978.See file dsdata.pdf to determine how the superseded data were derived.
 MK0978
 MK0978_MARKER: DS = TRIANGULATION STATION DISK
 MK0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0978_STAMPING: SKULL 1961
 MK0978_MARK LOGO: CGS
 MK0978_PROJECTION: FLUSH
 MK0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0978+STABILITY: SURFACE MOTION
 MK0978
 MK0978  HISTORY     - Date     Condition        Report By
 MK0978  HISTORY     - 1961     MONUMENTED       CGS
 MK0978
 MK0978                          STATION DESCRIPTION
 MK0978
 MK0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0978'4 MI NE FROM BRAINARD.
 MK0978'0.05 MILE WEST ALONG STREET FROM THE RAILROAD STATION IN
 MK0978'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE 2.2
 MK0978'MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, THENCE 0.3 MILE NORTH
 MK0978'ALONG THE PAVED ROAD, 45 FEET WEST OF THE CENTER OF THE ROAD, 12
 MK0978'FEET SOUTH EAST OF A FENCE CORNER, 5 FEET EAST OF A NORTH SOUTH
 MK0978'FENCE ROW, 4.6 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET
 MK0978'IN TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0414 ***********************************************************************
 NO0414  DESIGNATION -  SKULL
 NO0414  PID         -  NO0414
 NO0414  STATE/COUNTY-  NE/CHERRY
 NO0414  COUNTRY     -  US
 NO0414  USGS QUAD   -  LONG LAKE SE (2017)
 NO0414
 NO0414                         *CURRENT SURVEY CONTROL
 NO0414  ______________________________________________________________________
 NO0414* NAD 83(1995) POSITION- 42 22 28.73263(N) 100 17 31.50594(W)   ADJUSTED
 NO0414* NAVD 88 ORTHO HEIGHT -   924.    (meters)     3031.    (feet) SCALED
 NO0414  ______________________________________________________________________
 NO0414  GEOID HEIGHT    -        -21.771 (meters)                     GEOID18
 NO0414  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 NO0414  HORZ ORDER      -  SECOND
 NO0414
 NO0414.The horizontal coordinates were established by classical geodetic methods
 NO0414.and adjusted by the National Geodetic Survey in August 1997.
 NO0414
 NO0414.The orthometric height was scaled from a topographic map.
 NO0414
 NO0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0414.GEOID18 height accuracy estimate available here.
 NO0414
 NO0414.Click photographs - Photos may exist for this station.
 NO0414
 NO0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0414
 NO0414. The following values were computed from the NAD 83(1995) position.
 NO0414
 NO0414;                    North         East     Units Scale Factor Converg.
 NO0414;SPC NE       -   282,202.169   475,948.496   MT  0.99977362   -0 11 36.8
 NO0414;SPC NE       -   925,858.28  1,561,507.69   sFT  0.99977362   -0 11 36.8
 NO0414;UTM  14      - 4,692,182.810   393,621.728   MT  0.99973923   -0 52 15.3
 NO0414
 NO0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0414!SPC NE       -   0.99985847  x   0.99977362  =   0.99963212
 NO0414!UTM  14      -   0.99985847  x   0.99973923  =   0.99959774
 NO0414
 NO0414:                Primary Azimuth Mark                     Grid Az
 NO0414:SPC NE       -  SKULL AZ MK                              181 54 46.3
 NO0414:UTM  14      -  SKULL AZ MK                              182 35 24.8
 NO0414
 NO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9362192182(NAD 83)
 NO0414
 NO0414|---------------------------------------------------------------------|
 NO0414| PID    Reference Object                     Distance      Geod. Az  |
 NO0414|                                                           dddmmss.s |
 NO0414| CO4554 SKULL AZ MK                                        1814309.5 |
 NO0414| CO4555 SKULL RM 1                           16.807 METERS 23100     |
 NO0414| CO4556 SKULL RM 2                           25.619 METERS 34324     |
 NO0414|---------------------------------------------------------------------|
 NO0414
 NO0414                          SUPERSEDED SURVEY CONTROL
 NO0414
 NO0414  NAD 83(1986)-  42 22 28.73471(N)    100 17 31.51438(W) AD(       ) 2
 NO0414  NAD 27      -  42 22 28.74500(N)    100 17 30.04200(W) AD(       ) 2
 NO0414
 NO0414.Superseded values are not recommended for survey control.
 NO0414
 NO0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0414.See file dsdata.pdf to determine how the superseded data were derived.
 NO0414
 NO0414_MARKER: DS = TRIANGULATION STATION DISK
 NO0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0414_STAMPING: SKULL 1949
 NO0414_MARK LOGO: CGS
 NO0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0414+STABILITY: SURFACE MOTION
 NO0414
 NO0414  HISTORY     - Date     Condition        Report By
 NO0414  HISTORY     - 1949     MONUMENTED       CGS
 NO0414
 NO0414                          STATION DESCRIPTION
 NO0414
 NO0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0414'THE STATION IS LOCATED ABOUT 22.0 MILES SOUTH-SOUTHWEST OF
 NO0414'WOODLAKE, 3.5 MILES SOUTH OF SKULL LAKE AND 2.5 MILES
 NO0414'SOUTH-SOUTHWEST OF LITTLE SKULL LAKE ON LAND OWNED BY MR. HENRY
 NO0414'VOSS AND LEASED BY MR. J.A. MORRIS.  IT IS ON THE HIGHEST POINT
 NO0414'OF SANDY RIDGE, 6 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NO0414'SKULL 1949 AND PROJECTS 1 INCH.
 NO0414'
 NO0414'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ON THE WEST
 NO0414'SLOPE OF THE HILL.  THE SLOPE DISTANCE MEASURED IS 56.33 FEET
 NO0414'AND 17.170 METERS.  IT IS STAMPED SKULL NO 1 1949 AND PROJECTS
 NO0414'4 INCHES.
 NO0414'
 NO0414'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE NORTH
 NO0414'END OF THE SAME RIDGE AS THE STATION.  IT IS STAMPED SKULL NO
 NO0414'2 1949 AND PROJECTS 3 INCHES.
 NO0414'
 NO0414'THE AZIMUTH MARK IS SOUTH OF THE STATION, 300 FEET WEST OF
 NO0414'SAND BLOW-OUT, 240 FEET SOUTH OF TRACK ROAD, 2 FEET WEST OF
 NO0414'WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT
 NO0414'IS STAMPED SKULL 1949 AND PROJECTS 6 INCHES.
 NO0414'
 NO0414'TO REACH THE STATION FROM THE CROSSROADS AT THE WELKER PHILLIPS
 NO0414'66 SERVICE STATION ON U.S. HIGHWAY 20 IN WOODLAKE, GO SOUTH
 NO0414'ON GRAVELED ROAD FOR 7.4 MILES TO T-INTERSECTION, TURN RIGHT
 NO0414'AND FOLLOW MAIN TRAVELED ROAD SOUTH-SOUTHWEST FOR 7.4 MILES
 NO0414'TO RANCH HOME ON THE RIGHT, CONTINUE SOUTH ON MAIN TRAVELED
 NO0414'ROAD FOR 0.9 MILE TO FORKS, TAKE RIGHT FORK AND CONTINUE SOUTH
 NO0414'FOR 4.7 MILES TO FORK 0.05 MILE AFTER CROSSING THRID CATTLE
 NO0414'GUARD, TAKE RIGHT FORK AND CONTINUE SOUTH ON MAIN TRAVELED
 NO0414'ROAD FOR 0.35 MILE TO CROSSROADS AT MAIL BOX W.S. MORRIS,
 NO0414'CONTINUE SOUTH ON MAIN TRAVELED ROAD FOR 2.35 MILE TO CATTLE
 NO0414'GUARD, DO NOT CROSS THIS CATTLE GUARD, TURN SHARP LEFT ON
 NO0414'TRACK ROAD AND GO 1.55 MILES TO CATTLE GUARD, CROSS GUARD AND
 NO0414'CONTINUE EAST ON TRACK ROAD FOR 0.6 MILE TO SAND BLOW-OUT IN
 NO0414'FENCE LINE ON THE RIGHT AND AZIMUTH MARK JUST WEST AS
 NO0414'DESCRIBED, TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR
 NO0414'0.7 MILE TO WINDMILL, LEAVE ROAD AND GO NORTHEAST FOR 0.3
 NO0414'MILE TO THE HIGHEST POINT OF THE RIDGE AND STATION AS
 NO0414'DESCRIBED.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT GOOSE CREEK (USGS) IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT STATION MORRIS IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT STATION MOON (USGS) IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0977 ***********************************************************************
 MK0977  HT_MOD      -  This is a Height Modernization Survey Station.
 MK0977  DESIGNATION -  SKULL AZ MK
 MK0977  PID         -  MK0977
 MK0977  STATE/COUNTY-  NE/BUTLER
 MK0977  COUNTRY     -  US
 MK0977  USGS QUAD   -  LOMA (2017)
 MK0977
 MK0977                         *CURRENT SURVEY CONTROL
 MK0977  ______________________________________________________________________
 MK0977* NAD 83(2011) POSITION- 41 12 20.61865(N) 096 57 42.95899(W)   ADJUSTED
 MK0977* NAD 83(2011) ELLIP HT-   475.580 (meters)        (06/27/12)   ADJUSTED
 MK0977* NAD 83(2011) EPOCH   -  2010.00
 MK0977* NAVD 88 ORTHO HEIGHT -   502.00  (meters)     1647.0   (feet) GPS OBS
 MK0977  ______________________________________________________________________
 MK0977  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MK0977  GEOID HEIGHT    -        -26.400 (meters)                     GEOID99
 MK0977  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 MK0977  NAD 83(2011) X  -   -582,526.025 (meters)                     COMP
 MK0977  NAD 83(2011) Y  - -4,770,494.170 (meters)                     COMP
 MK0977  NAD 83(2011) Z  -  4,179,952.580 (meters)                     COMP
 MK0977  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 MK0977
 MK0977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK0977  Standards:
 MK0977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK0977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK0977  -------------------------------------------------------------------
 MK0977  NETWORK    0.44   1.06           0.20   0.15   0.54     -0.07362726
 MK0977  -------------------------------------------------------------------
 MK0977  Click here for local accuracies and other accuracy information.
 MK0977
 MK0977.The horizontal coordinates were established by GPS observations
 MK0977.and adjusted by the National Geodetic Survey in June 2012.
 MK0977
 MK0977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK0977.been affixed to the stable North American tectonic plate. See 
 MK0977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK0977
 MK0977.The horizontal coordinates are valid at the epoch date displayed above
 MK0977.which is a decimal equivalence of Year/Month/Day.
 MK0977
 MK0977.The orthometric height was determined by GPS observations and a
 MK0977.high-resolution geoid model using precise GPS observation and
 MK0977.processing techniques.
 MK0977
 MK0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0977.GEOID18 height accuracy estimate available here.
 MK0977
 MK0977.Click photographs - Photos may exist for this station.
 MK0977
 MK0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0977
 MK0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0977
 MK0977.The ellipsoidal height was determined by GPS observations
 MK0977.and is referenced to NAD 83.
 MK0977
 MK0977. The following values were computed from the NAD 83(2011) position.
 MK0977
 MK0977;                    North         East     Units Scale Factor Converg.
 MK0977;SPC NE       -   156,845.923   754,675.962   MT  0.99967224   +2 00 47.9
 MK0977;SPC NE       -   514,585.33  2,475,966.05   sFT  0.99967224   +2 00 47.9
 MK0977;UTM  14      - 4,563,597.670   670,875.316   MT  0.99995936   +1 20 34.6
 MK0977
 MK0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0977!SPC NE       -   0.99992541  x   0.99967224  =   0.99959767
 MK0977!UTM  14      -   0.99992541  x   0.99995936  =   0.99988477
 MK0977
 MK0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7087563597(NAD 83)
 MK0977
 MK0977                          SUPERSEDED SURVEY CONTROL
 MK0977
 MK0977  NAD 83(2007)-  41 12 20.61867(N)    096 57 42.95937(W) AD(2002.00) 0
 MK0977  ELLIP H (02/10/07)  475.598  (m)                       GP(2002.00)    
 MK0977  NAD 83(1995)-  41 12 20.61852(N)    096 57 42.95896(W) AD(       ) B
 MK0977  ELLIP H (03/30/05)  475.569  (m)                       GP(       ) 3 1
 MK0977  NAVD 88 (06/15/91)  502.022  (m)         1647.05   (f) ADJUSTED    2 0
 MK0977  NGVD 29 (??/??/92)  501.844  (m)         1646.47   (f) ADJ UNCH    2 0
 MK0977
 MK0977.Superseded values are not recommended for survey control.
 MK0977
 MK0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0977.See file dsdata.pdf to determine how the superseded data were derived.
 MK0977
 MK0977_MARKER: DZ = AZIMUTH MARK DISK
 MK0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0977_STAMPING: SKULL 1961
 MK0977_MARK LOGO: CGS
 MK0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0977+STABILITY: SURFACE MOTION
 MK0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0977+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2021
 MK0977
 MK0977  HISTORY     - Date     Condition        Report By
 MK0977  HISTORY     - 1961     MONUMENTED       CGS
 MK0977  HISTORY     - 2002     GOOD             NEDR
 MK0977  HISTORY     - 20120511 GOOD             JEOCON
 MK0977  HISTORY     - 20211117 GOOD             NEGS
 MK0977
 MK0977                          STATION DESCRIPTION
 MK0977
 MK0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0977'3.7 MI NE FROM BRAINARD.
 MK0977'0.05 MILE WEST ALONG STREET FROM THE RAILROAD STATION IN
 MK0977'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE
 MK0977'2.2 MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, 68.6 FEET WEST
 MK0977'OF THE CENTER LINE OF U.S. 30, 50 FEET SOUTH OF CENTER OF PAVED
 MK0977'ROAD, 2.3 FEET WEST OF A METAL WITNESS POST WITH SIGN, 0.6 FEET
 MK0977'EAST OF THE RIGHTAWAY FENCE, 1 FOOT LOWER THAN THE ROAD, SET IN
 MK0977'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 MK0977
 MK0977                          STATION RECOVERY (2002)
 MK0977
 MK0977'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK0977'UPDATED DESCRIPTION FOLLOWS AS PER KSM, NDOR 2004 MARCH. FROM THE
 MK0977'JUNCTION OF SPUR 12F  TO BRAINARD, GO EAST ON N-92 APPROX 2.28 MILE TO
 MK0977'MARK, 69.0 FEET NORTH OF CENTERLINE OF  HIGHWAY N-92, 50.5 FEET WEST
 MK0977'OF CENTER OF ASPHALT DRIVE NORTH, 20.88 FEET NORTH OF A NAIL  IN
 MK0977'CORNER OF FENCE POST, 1.44 FEET SSE OF A METAL WITNESS POST WITH SIGN,
 MK0977'1.10 FEET NNE OF  AN ORANGE FIBERGLASS WITNESS POST , 0.6 FEET EAST OF
 MK0977'A N-S FENCE, SET IN THE TOP OF A  SQUARE CONCRETE POST THAT PROJECTS 1
 MK0977'INCH.
 MK0977
 MK0977                          STATION RECOVERY (2012)
 MK0977
 MK0977'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012 (BJF)
 MK0977'RECOVERED IN GOOD CONDITION.
 MK0977
 MK0977                          STATION RECOVERY (2021)
 MK0977
 MK0977'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (RS)
 MK0977'FROM THE JUNCTION OF NE. HWY. 92 AND NE. SPUR 12F APPROX. 1.5 MI (2.4
 MK0977'KM)  NORTH OF BRAINARD, NE., GO EAST ON NE. HWY. 92 APPROX. 2.28 MI
 MK0977'(3.67 KM) TO MILE POST 430.02 AND THE MARK ON THE LEFT (NORTH).
 MK0977'
 MK0977'THE MARK IS 1.44 FT (0.4 M) SSE OF A METAL WITNESS POST, 45 FT (13.7
 MK0977'M) WEST OF THE CENTERLINE OF DRIVEWAY (NORTH), 69.0 FT (21.0 M) NORTH
 MK0977'OF THE CENTERLINE OF NE. HWY. 92, 20.88 FT (6.4 M) NORTH OF A NAIL IN
 MK0977'CORNER FENCE POST, 1.10 FT (0.3 M) NNE OF AN ORANGE WITNESS POST AND
 MK0977'0.6 FT (18 CM) EAST OF A NORTH TO SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0979 ***********************************************************************
 MK0979  DESIGNATION -  SKULL RM 1
 MK0979  PID         -  MK0979
 MK0979  STATE/COUNTY-  NE/BUTLER
 MK0979  COUNTRY     -  US
 MK0979  USGS QUAD   -  LOMA (2017)
 MK0979
 MK0979                         *CURRENT SURVEY CONTROL
 MK0979  ______________________________________________________________________
 MK0979* NAD 83(1986) POSITION- 41 12 35.91   (N) 096 57 42.25   (W)   HD_HELD1
 MK0979* NAVD 88 ORTHO HEIGHT -   502.198 (meters)     1647.63  (feet) ADJUSTED
 MK0979  ______________________________________________________________________
 MK0979  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 MK0979  DYNAMIC HEIGHT  -        501.954 (meters)     1646.83  (feet) COMP
 MK0979  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 MK0979
 MK0979  VERT ORDER      -  SECOND    CLASS 0
 MK0979
 MK0979.The horizontal coordinates were determined by differentially corrected
 MK0979.hand held GPS observations or other comparable positioning techniques
 MK0979.and have an estimated accuracy of +/- 3 meters.
 MK0979
 MK0979.The orthometric height was determined by differential leveling and
 MK0979.adjusted by the NATIONAL GEODETIC SURVEY
 MK0979.in June 1991.
 MK0979
 MK0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0979.GEOID18 height accuracy estimate available here.
 MK0979
 MK0979.Click photographs - Photos may exist for this station.
 MK0979
 MK0979.The dynamic height is computed by dividing the NAVD 88
 MK0979.geopotential number by the normal gravity value computed on the
 MK0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0979.degrees latitude (g = 980.6199 gals.).
 MK0979
 MK0979.The modeled gravity was interpolated from observed gravity values.
 MK0979
 MK0979;                    North         East    Units  Estimated Accuracy
 MK0979;SPC NE       -   157,317.8     754,675.9     MT  (+/- 3 meters HH1 GPS) 
 MK0979
 MK0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7088064069(NAD 83)
 MK0979
 MK0979                          SUPERSEDED SURVEY CONTROL
 MK0979
 MK0979  NGVD 29 (??/??/92)  502.021  (m)         1647.05   (f) ADJ UNCH    2 0
 MK0979
 MK0979.Superseded values are not recommended for survey control.
 MK0979
 MK0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0979.See file dsdata.pdf to determine how the superseded data were derived.
 MK0979
 MK0979_MARKER: DR = REFERENCE MARK DISK
 MK0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0979_STAMPING: SKULL NO 1 1961
 MK0979_MARK LOGO: CGS
 MK0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0979+STABILITY: SURFACE MOTION
 MK0979
 MK0979  HISTORY     - Date     Condition        Report By
 MK0979  HISTORY     - 1961     MONUMENTED       CGS
 MK0979
 MK0979                          STATION DESCRIPTION
 MK0979
 MK0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0979'4 MI NE FROM BRAINARD.
 MK0979'0.05 MILE WEST ALONG THE STREET FROM THE RAILROAD STATION IN
 MK0979'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE
 MK0979'2.2 MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, THENCE 0.3 MILE
 MK0979'NORTH ALONG THE PAVED ROAD, 52 FEET WEST OF THE CENTER OF THE
 MK0979'ROAD, 1 FOOT EAST OF THE GOVERNMENT PROPERTY FENCE, SET IN TOP
 MK0979'OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0980 ***********************************************************************
 MK0980  DESIGNATION -  SKULL RM 2
 MK0980  PID         -  MK0980
 MK0980  STATE/COUNTY-  NE/BUTLER
 MK0980  COUNTRY     -  US
 MK0980  USGS QUAD   -  LOMA (2017)
 MK0980
 MK0980                         *CURRENT SURVEY CONTROL
 MK0980  ______________________________________________________________________
 MK0980* NAD 83(1986) POSITION- 41 12 36.64   (N) 096 57 43.04   (W)   HD_HELD1
 MK0980* NAVD 88 ORTHO HEIGHT -   502.086 (meters)     1647.26  (feet) ADJUSTED
 MK0980  ______________________________________________________________________
 MK0980  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 MK0980  DYNAMIC HEIGHT  -        501.842 (meters)     1646.46  (feet) COMP
 MK0980  MODELED GRAVITY -    980,122.7   (mgal)                       NAVD 88
 MK0980
 MK0980  VERT ORDER      -  SECOND    CLASS 0
 MK0980
 MK0980.The horizontal coordinates were determined by differentially corrected
 MK0980.hand held GPS observations or other comparable positioning techniques
 MK0980.and have an estimated accuracy of +/- 3 meters.
 MK0980
 MK0980.The orthometric height was determined by differential leveling and
 MK0980.adjusted by the NATIONAL GEODETIC SURVEY
 MK0980.in June 1991.
 MK0980
 MK0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0980.GEOID18 height accuracy estimate available here.
 MK0980
 MK0980.Click photographs - Photos may exist for this station.
 MK0980
 MK0980.The dynamic height is computed by dividing the NAVD 88
 MK0980.geopotential number by the normal gravity value computed on the
 MK0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0980.degrees latitude (g = 980.6199 gals.).
 MK0980
 MK0980.The modeled gravity was interpolated from observed gravity values.
 MK0980
 MK0980;                    North         East    Units  Estimated Accuracy
 MK0980;SPC NE       -   157,339.6     754,656.7     MT  (+/- 3 meters HH1 GPS) 
 MK0980
 MK0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7086164091(NAD 83)
 MK0980
 MK0980                          SUPERSEDED SURVEY CONTROL
 MK0980
 MK0980  NGVD 29 (??/??/92)  501.909  (m)         1646.68   (f) ADJ UNCH    2 0
 MK0980
 MK0980.Superseded values are not recommended for survey control.
 MK0980
 MK0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0980.See file dsdata.pdf to determine how the superseded data were derived.
 MK0980
 MK0980_MARKER: DR = REFERENCE MARK DISK
 MK0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0980_STAMPING: SKULL NO 2 1961
 MK0980_MARK LOGO: CGS
 MK0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0980+STABILITY: SURFACE MOTION
 MK0980
 MK0980  HISTORY     - Date     Condition        Report By
 MK0980  HISTORY     - 1961     MONUMENTED       CGS
 MK0980
 MK0980                          STATION DESCRIPTION
 MK0980
 MK0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0980'4 MI NE FROM BRAINARD.
 MK0980'0.05 MILE WEST ALONG THE STREET FROM THE RAILROAD STATION IN
 MK0980'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE
 MK0980'2.2 MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, THENCE 0.3 MILE
 MK0980'NORTH ALONG THE OILED ROAD, 62 FEET WEST OF THE FENCE CORNER,
 MK0980'1 FOOT NORTH OF THE GOVERNMENT PROPERTY FENCE, SET IN TOP OF A
 MK0980'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1167 ***********************************************************************
 LH1167  DESIGNATION -  SKULLY
 LH1167  PID         -  LH1167
 LH1167  STATE/COUNTY-  NE/NUCKOLLS
 LH1167  COUNTRY     -  US
 LH1167  USGS QUAD   -  NELSON (2017)
 LH1167
 LH1167                         *CURRENT SURVEY CONTROL
 LH1167  ______________________________________________________________________
 LH1167* NAD 83(1995) POSITION- 40 08 25.91398(N) 098 02 52.60227(W)   ADJUSTED
 LH1167* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 LH1167  ______________________________________________________________________
 LH1167  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 LH1167  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH1167  HORZ ORDER      -  FIRST
 LH1167
 LH1167.The horizontal coordinates were established by classical geodetic methods
 LH1167.and adjusted by the National Geodetic Survey in August 1997.
 LH1167
 LH1167.The orthometric height was scaled from a topographic map.
 LH1167
 LH1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1167.GEOID18 height accuracy estimate available here.
 LH1167
 LH1167.Click photographs - Photos may exist for this station.
 LH1167
 LH1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1167
 LH1167. The following values were computed from the NAD 83(1995) position.
 LH1167
 LH1167;                    North         East     Units Scale Factor Converg.
 LH1167;SPC NE       -    35,987.560   666,327.070   MT  0.99993944   +1 17 37.0
 LH1167;SPC NE       -   118,069.19  2,186,108.06   sFT  0.99993944   +1 17 37.0
 LH1167;UTM  14      - 4,443,789.449   581,100.919   MT  0.99968097   +0 36 49.6
 LH1167
 LH1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1167!SPC NE       -   0.99991999  x   0.99993944  =   0.99985943
 LH1167!UTM  14      -   0.99991999  x   0.99968097  =   0.99960099
 LH1167
 LH1167:                Primary Azimuth Mark                     Grid Az
 LH1167:SPC NE       -  SKULLY AZ MK                             359 15 30.7
 LH1167:UTM  14      -  SKULLY AZ MK                             359 56 18.1
 LH1167
 LH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8110043789(NAD 83)
 LH1167
 LH1167|---------------------------------------------------------------------|
 LH1167| PID    Reference Object                     Distance      Geod. Az  |
 LH1167|                                                           dddmmss.s |
 LH1167| CO2392 SKULLY AZ MK                                       0003307.7 |
 LH1167| LG0880 RUSKIN MUNICIPAL TANK               APPROX.15.2 KM 0881435.6 |
 LH1167| LG0883 ST MARKS LUTH CH NUCKOLLS CO        APPROX.13.1 KM 1031301.0 |
 LH1167| LH1169 SUPERIOR MUNICIPAL TANK             APPROX.12.2 KM 1871006.9 |
 LH1167| LH1168 AMERICAN LUTH SALEM CH SPIRE        APPROX. 2.4 KM 2222453.5 |
 LH1167| CO2393 SKULLY RM 1                          21.254 METERS 23627     |
 LH1167| CO2394 SKULLY RM 2                          29.307 METERS 32235     |
 LH1167| LH1166 NELSON MUNICIPAL TANK               APPROX. 7.3 KM 3430643.9 |
 LH1167|---------------------------------------------------------------------|
 LH1167
 LH1167                          SUPERSEDED SURVEY CONTROL
 LH1167
 LH1167  NAD 83(1986)-  40 08 25.91931(N)    098 02 52.60213(W) AD(       ) 1
 LH1167  NAD 27      -  40 08 25.88300(N)    098 02 51.45600(W) AD(       ) 1
 LH1167
 LH1167.Superseded values are not recommended for survey control.
 LH1167
 LH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1167.See file dsdata.pdf to determine how the superseded data were derived.
 LH1167
 LH1167_MARKER: DS = TRIANGULATION STATION DISK
 LH1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1167_STAMPING: SKULLY 1947
 LH1167_MARK LOGO: CGS
 LH1167_PROJECTION: FLUSH
 LH1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1167+STABILITY: SURFACE MOTION
 LH1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1167+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2007
 LH1167
 LH1167  HISTORY     - Date     Condition        Report By
 LH1167  HISTORY     - 1947     MONUMENTED       CGS
 LH1167  HISTORY     - 1947     GOOD             CGS
 LH1167  HISTORY     - 1975     GOOD             NGS
 LH1167  HISTORY     - 20071020 GOOD             NEDR
 LH1167
 LH1167                          STATION DESCRIPTION
 LH1167
 LH1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1167'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF SUPERIOR, 4.5 MILES
 LH1167'SOUTH-SOUTHEAST OF NELSON, 0.5 MILE SOUTH OF STATE HIGHWAY
 LH1167'NO.3 28 FEET EAST OF THE CENTER OF A GRADED ROAD, 14.0 FEET SOUTH
 LH1167'OF A WITNESS POST, AND 13.0 FEET SOUTH OF A FENCE CORNER.  IT IS
 LH1167'SET FLUSH WITH THE GROUND AND IS STAMPED SKULLY 1947.
 LH1167'
 LH1167'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED FIELD,
 LH1167'29 FEET WEST OF THE CENTER OF A GRADED ROAD AND 8 FEET SOUTH OF
 LH1167'A POWER LINE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED SKULLY NO
 LH1167'1 1947.
 LH1167'
 LH1167'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED FIELD
 LH1167'AND 29 FEET WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 12
 LH1167'INCHES AND IS STAMPED SKULLY NO 2 1947.
 LH1167'
 LH1167'AZIMUTH MARK IS 79 FEET EAST OF A POWER TRANSFORMER, 64 FEET
 LH1167'SOUTHEAST OF THE CENTER OF INTERSECTION OF A CROSSROAD, 40 FEET
 LH1167'SOUTH OF THE CENTER OF STATE HIGHWAY NO 3, AND 2 FEET EAST OF A
 LH1167'CONCRETE RIGHT-OF-WAY MARKER.  IT PROJECTS 8 INCHES AND IS
 LH1167'STAMPED SKULLY 1947.
 LH1167'
 LH1167'TO REACH THE STATION FROM NELSON, GO SOUTH ON STATE HIGHWAY NO.
 LH1167'14 FOR 4.0 MILES TO ITS JUNCTION WITH STATE HIGHWAY NO. 3, TURN
 LH1167'LEFT AND GO EAST ON STATE HIGHWAY NO. 3 FOR 1.0 MILE TO A
 LH1167'CROSSROAD, AZIMUTH MARK ON THE RIGHT, TURN RIGHT, SOUTH, AND GO
 LH1167'0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1167'
 LH1167'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT SANKEY IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT KLINKER IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT SUPERIOR IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT DARWIN IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 4 FOOT SIGNAL AT CLARA IS VISIBLE AT 64 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT BANGERT IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT JACKSON IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 4 FOOT SIGNAL AT NORA IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1167
 LH1167                          STATION RECOVERY (1947)
 LH1167
 LH1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH1167'STATION, REF 1, REF 2, AND
 LH1167'AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.  NOTE--LOCATED BUT
 LH1167'NOT USED.
 LH1167'
 LH1167'NEAREST TOWN--SUPERIOR.
 LH1167
 LH1167                          STATION RECOVERY (1975)
 LH1167
 LH1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1167'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LH1167'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1947 DESCRIPTION IS
 LH1167'ADEQUATE FOR RECOVERY OF THE MARKS WITH THE EXCEPTION THAT STATE
 LH1167'HIGHWAY 3 IS NOW US HIGHWAY 136.  A NEW METAL WITNESS POST WAS SET
 LH1167'14 FEET NORTH OF THE STATION MARK.  A NEW METAL WITNESS POST WAS
 LH1167'SET 1.5 FEET SOUTH OF REFERENCE MARK 1.  A NEW METAL WITNESS POST
 LH1167'WAS SET 2 FEET EAST OF THE AZIMUTH MARK.
 LH1167'
 LH1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 LH1167'SOUTH-SOUTHEAST OF NELSON.
 LH1167
 LH1167                          STATION RECOVERY (2007)
 LH1167
 LH1167'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 LH1167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0767 ***********************************************************************
 NP0767  DESIGNATION -  SKUNK AZ MK
 NP0767  PID         -  NP0767
 NP0767  STATE/COUNTY-  NE/SHERIDAN
 NP0767  COUNTRY     -  US
 NP0767  USGS QUAD   -  SKUNK LAKE (2017)
 NP0767
 NP0767                         *CURRENT SURVEY CONTROL
 NP0767  ______________________________________________________________________
 NP0767* NAD 83(1995) POSITION- 42 17 45.09735(N) 102 32 57.75869(W)   ADJUSTED
 NP0767* NAVD 88 ORTHO HEIGHT -  1177.    (meters)     3862.    (feet) SCALED
 NP0767  ______________________________________________________________________
 NP0767  GEOID HEIGHT    -        -18.498 (meters)                     GEOID18
 NP0767  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 NP0767  HORZ ORDER      -  THIRD
 NP0767
 NP0767.The horizontal coordinates were established by classical geodetic methods
 NP0767.and adjusted by the National Geodetic Survey in August 1997.
 NP0767
 NP0767.The orthometric height was scaled from a topographic map.
 NP0767
 NP0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0767.GEOID18 height accuracy estimate available here.
 NP0767
 NP0767.Click photographs - Photos may exist for this station.
 NP0767
 NP0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0767
 NP0767. The following values were computed from the NAD 83(1995) position.
 NP0767
 NP0767;                    North         East     Units Scale Factor Converg.
 NP0767;SPC NE       -   276,510.509   289,845.619   MT  0.99975366   -1 41 22.1
 NP0767;SPC NE       -   907,184.89    950,935.17   sFT  0.99975366   -1 41 22.1
 NP0767;UTM  13      - 4,685,534.430   702,017.802   MT  1.00010217   +1 38 59.0
 NP0767
 NP0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0767!SPC NE       -   0.99981837  x   0.99975366  =   0.99957208
 NP0767!UTM  13      -   0.99981837  x   1.00010217  =   0.99992052
 NP0767
 NP0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0201785534(NAD 83)
 NP0767
 NP0767                          SUPERSEDED SURVEY CONTROL
 NP0767
 NP0767  NAD 83(1993)-  42 17 45.09582(N)    102 32 57.75777(W) AD(       ) 3
 NP0767  NAD 83(1986)-  42 17 45.09258(N)    102 32 57.75761(W) AD(       ) 3
 NP0767
 NP0767.Superseded values are not recommended for survey control.
 NP0767
 NP0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0767.See file dsdata.pdf to determine how the superseded data were derived.
 NP0767
 NP0767_MARKER: DZ = AZIMUTH MARK DISK
 NP0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0767_STAMPING: SKUNK 1946
 NP0767_MARK LOGO: CGS
 NP0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0767+STABILITY: SURFACE MOTION
 NP0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0767+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1982
 NP0767
 NP0767  HISTORY     - Date     Condition        Report By
 NP0767  HISTORY     - 1946     MONUMENTED       CGS
 NP0767  HISTORY     - 19820806 GOOD             NGS
 NP0767
 NP0767                          STATION DESCRIPTION
 NP0767
 NP0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NP0767'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI) NORTHEAST FROM
 NP0767'ALLIANCE, 31.4 KM (19.5 MI) NORTH FROM THE SHERIDAN/GARDEN COUNTY
 NP0767'LINE, 17.7 KM (11.0 MI) EAST FROM THE SHERIDAN/BOX BUTTE COUNTY LINE,
 NP0767'ON A PROMINENT HILL IN THE NORTHEAST CORNER OF THE THE SOUTHEAST 1/4,
 NP0767'SEC26, T27N, R45W AND ON PROPERTY OWNED BY KEN HOOPER, LONG LAKE
 NP0767'ROUTE, ALLIANCE, NEBRASKA, 69301. TELEPHONE 308 762 2721.
 NP0767'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 385, AT
 NP0767'THE EAST EDGE OF ALLIANCE, GO NORTH ON HIGHWAY 385 FOR 25.7 KM
 NP0767'(16.0 MI) TO STATE HIGHWAY 87 AND ROAD 7A SPUR.  TURN RIGHT AND GO
 NP0767'EAST ON ROAD 7A SPUR FOR 11.02 KM (6.85 MI) TO THE END OF PAVEMENT.
 NP0767'CONTINUE EAST ON A GRAVELED ROAD FOR 3.78 KM (2.35 MI) TO A T-ROAD.
 NP0767'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) TO A CURVE.  CONTINUE
 NP0767'EAST FOR 2.66 KM (1.65 MI) TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 NP0767'AND EAST FOR 4.02 KM (2.50 MI) TO A FORK AND RANCH BUILDINGS ON THE
 NP0767'RIGHT.  BEAR LEFT AND CONTINUE EAST FOR 3.30 KM (2.05 MI) TO THE
 NP0767'HOOPER HOUSE ON THE LEFT.  CONTINUE EAST ON A TRACK ROAD FOR 1.45 KM
 NP0767'(0.90 MI) TO A CATTLE GUARD AND THE AZIMUTH MARK.
 NP0767'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NP0767'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT 41.7 M (136.8 FT) SOUTH
 NP0767'FROM THE CENTER OF THE CATTLE GUARD, 0.3 M (1.0 FT) NORTH FROM A
 NP0767'WITNESS POST AND 0.3 M (1.0 FT) EAST FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0768 ***********************************************************************
 NP0768  DESIGNATION -  SKUNK RESET
 NP0768  PID         -  NP0768
 NP0768  STATE/COUNTY-  NE/SHERIDAN
 NP0768  COUNTRY     -  US
 NP0768  USGS QUAD   -  SKUNK LAKE (2017)
 NP0768
 NP0768                         *CURRENT SURVEY CONTROL
 NP0768  ______________________________________________________________________
 NP0768* NAD 83(1995) POSITION- 42 17 34.79240(N) 102 31 53.15246(W)   ADJUSTED
 NP0768* NAVD 88 ORTHO HEIGHT -  1215.    (meters)     3986.    (feet) SCALED
 NP0768  ______________________________________________________________________
 NP0768  GEOID HEIGHT    -        -18.499 (meters)                     GEOID18
 NP0768  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 NP0768  HORZ ORDER      -  THIRD
 NP0768
 NP0768.The horizontal coordinates were established by classical geodetic methods
 NP0768.and adjusted by the National Geodetic Survey in August 1997.
 NP0768
 NP0768.The orthometric height was scaled from a topographic map.
 NP0768
 NP0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0768.GEOID18 height accuracy estimate available here.
 NP0768
 NP0768.Click photographs - Photos may exist for this station.
 NP0768
 NP0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0768
 NP0768. The following values were computed from the NAD 83(1995) position.
 NP0768
 NP0768;                    North         East     Units Scale Factor Converg.
 NP0768;SPC NE       -   276,149.294   291,315.256   MT  0.99975297   -1 40 39.3
 NP0768;SPC NE       -   905,999.81    955,756.80   sFT  0.99975297   -1 40 39.3
 NP0768;UTM  13      - 4,685,259.334   703,506.510   MT  1.00010960   +1 39 42.2
 NP0768
 NP0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0768!SPC NE       -   0.99981245  x   0.99975297  =   0.99956547
 NP0768!UTM  13      -   0.99981245  x   1.00010960  =   0.99992203
 NP0768
 NP0768:                Primary Azimuth Mark                     Grid Az
 NP0768:SPC NE       -  SKUNK AZ MK                              283 48 31.9
 NP0768:UTM  13      -  SKUNK AZ MK                              280 28 10.4
 NP0768
 NP0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0350685259(NAD 83)
 NP0768
 NP0768|---------------------------------------------------------------------|
 NP0768| PID    Reference Object                     Distance      Geod. Az  |
 NP0768|                                                           dddmmss.s |
 NP0768| NP0779 SKUNK RM 1                           12.821 METERS 02214     |
 NP0768| NP0767 SKUNK AZ MK                         APPROX. 1.5 KM 2820752.6 |
 NP0768| NP0780 SKUNK RM 2                           14.312 METERS 29455     |
 NP0768|---------------------------------------------------------------------|
 NP0768
 NP0768                          SUPERSEDED SURVEY CONTROL
 NP0768
 NP0768  NAD 83(1993)-  42 17 34.79072(N)    102 31 53.15131(W) AD(       ) 3
 NP0768  NAD 83(1986)-  42 17 34.78753(N)    102 31 53.15112(W) AD(       ) 3
 NP0768  NAD 27      -  42 17 34.89100(N)    102 31 51.43000(W) AD(       ) 3
 NP0768
 NP0768.Superseded values are not recommended for survey control.
 NP0768
 NP0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0768.See file dsdata.pdf to determine how the superseded data were derived.
 NP0768
 NP0768_MARKER: DH = HORIZONTAL CONTROL DISK
 NP0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0768_STAMPING: SKUNK 1946 1982
 NP0768_MARK LOGO: NGS
 NP0768_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0768+STABILITY: SURFACE MOTION
 NP0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0768+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NP0768
 NP0768  HISTORY     - Date     Condition        Report By
 NP0768  HISTORY     - 1982     MONUMENTED       NGS
 NP0768
 NP0768                          STATION DESCRIPTION
 NP0768
 NP0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NP0768'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI) NORTHEAST FROM
 NP0768'ALLIANCE, 31.4 KM (19.5 MI) NORTH FROM THE SHERIDAN/GARDEN COUNTY
 NP0768'LINE, 17.7 KM (11.0 MI) EAST FROM THE SHERIDAN/BOX BUTTE COUNTY LINE,
 NP0768'ON A PROMINENT HILL IN THE NORTHEAST CORNER OF THE THE SOUTHEAST 1/4,
 NP0768'SEC26, T27N, R45W AND ON PROPERTY OWNED BY KEN HOOPER, LONG LAKE
 NP0768'ROUTE, ALLIANCE, NEBRASKA, 69301. TELEPHONE 308 762 2721.
 NP0768'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 385, AT
 NP0768'THE EAST EDGE OF ALLIANCE, GO NORTH ON HIGHWAY 385 FOR 25.7 KM
 NP0768'(16.0 MI) TO STATE HIGHWAY 87 AND ROAD 7A SPUR.  TURN RIGHT AND GO
 NP0768'EAST ON ROAD 7A SPUR FOR 11.02 KM (6.85 MI) TO THE END OF PAVEMENT.
 NP0768'CONTINUE EAST ON A GRAVELED ROAD FOR 3.78 KM (2.35 MI) TO A T-ROAD.
 NP0768'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) TO A CURVE.  CONTINUE
 NP0768'EAST FOR 2.66 KM (1.65 MI) TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 NP0768'AND EAST FOR 4.02 KM (2.50 MI) TO A FORK AND RANCH BUILDINGS ON THE
 NP0768'RIGHT.  BEAR LEFT AND CONTINUE EAST FOR 3.30 KM (2.05 MI) TO THE
 NP0768'HOOPER HOUSE ON THE LEFT.  CONTINUE EAST ON A TRACK ROAD FOR 1.45 KM
 NP0768'(0.90 MI) TO A CATTLE GUARD AND THE AZIMUTH MARK.  CONTINUE EAST FOR
 NP0768'1.29 KM (0.80 MI) , AT THIS POINT, BEAR RIGHT AND GO SOUTHEAST,
 NP0768'UPHILL, FOR 0.72 KM (0.45 MI) TO THE STATION.
 NP0768'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 NP0768'PROJECTS 0.12 M (0.39 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 NP0768'DISK IS STAMPED SKUNK 1946 AND IS RECESSED 0.9 M (3.0 FT) BELOW THE
 NP0768'GROUND SURFACE. THERE ARE NO LOCAL OBJECTS TO REFERENCE TO AND
 NP0768'BECAUSE THE MARK IS IN OPEN PASTURE LAND NO WITNESS POST WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0585 ***********************************************************************
 LG0585  DESIGNATION -  SMOKE
 LG0585  PID         -  LG0585
 LG0585  STATE/COUNTY-  NE/SALINE
 LG0585  COUNTRY     -  US
 LG0585  USGS QUAD   -  SWANTON (2017)
 LG0585
 LG0585                         *CURRENT SURVEY CONTROL
 LG0585  ______________________________________________________________________
 LG0585* NAD 83(1995) POSITION- 40 29 00.86894(N) 097 05 18.60466(W)   ADJUSTED
 LG0585* NAVD 88 ORTHO HEIGHT -   455.860 (meters)     1495.60  (feet) ADJUSTED
 LG0585  ______________________________________________________________________
 LG0585  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 LG0585  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 LG0585  DYNAMIC HEIGHT  -        455.614 (meters)     1494.79  (feet) COMP
 LG0585  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 LG0585
 LG0585  HORZ ORDER      -  SECOND
 LG0585  VERT ORDER      -  SECOND    CLASS 0
 LG0585
 LG0585.The horizontal coordinates were established by classical geodetic methods
 LG0585.and adjusted by the National Geodetic Survey in August 1997.
 LG0585
 LG0585.The orthometric height was determined by differential leveling and
 LG0585.adjusted by the NATIONAL GEODETIC SURVEY
 LG0585.in June 1991.
 LG0585
 LG0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0585.GEOID18 height accuracy estimate available here.
 LG0585
 LG0585.Click photographs - Photos may exist for this station.
 LG0585
 LG0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0585
 LG0585.The dynamic height is computed by dividing the NAVD 88
 LG0585.geopotential number by the normal gravity value computed on the
 LG0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0585.degrees latitude (g = 980.6199 gals.).
 LG0585
 LG0585.The modeled gravity was interpolated from observed gravity values.
 LG0585
 LG0585. The following values were computed from the NAD 83(1995) position.
 LG0585
 LG0585;                    North         East     Units Scale Factor Converg.
 LG0585;SPC NE       -    76,352.158   746,769.423   MT  0.99981630   +1 55 46.0
 LG0585;SPC NE       -   250,498.71  2,450,026.02   sFT  0.99981630   +1 55 46.0
 LG0585;UTM  14      - 4,483,186.449   662,012.935   MT  0.99992310   +1 14 28.6
 LG0585
 LG0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0585!SPC NE       -   0.99993270  x   0.99981630  =   0.99974901
 LG0585!UTM  14      -   0.99993270  x   0.99992310  =   0.99985580
 LG0585
 LG0585:                Primary Azimuth Mark                     Grid Az
 LG0585:SPC NE       -  SMOKE AZ MK                              001 53 39.1
 LG0585:UTM  14      -  SMOKE AZ MK                              002 34 56.5
 LG0585
 LG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6201283186(NAD 83)
 LG0585
 LG0585|---------------------------------------------------------------------|
 LG0585| PID    Reference Object                     Distance      Geod. Az  |
 LG0585|                                                           dddmmss.s |
 LG0585| LG0583 SMOKE AZ MK                         APPROX. 1.2 KM 0034925.1 |
 LG0585| LG0586 SMOKE RM 1                           51.207 METERS 00740     |
 LG0585| LG1102 WILBER MUNICIPAL TANK               APPROX.10.0 KM 0890839.8 |
 LG0585| LG0587 SMOKE RM 2                           32.010 METERS 18649     |
 LG0585|---------------------------------------------------------------------|
 LG0585
 LG0585                          SUPERSEDED SURVEY CONTROL
 LG0585
 LG0585  NAD 83(1986)-  40 29 00.87656(N)    097 05 18.60406(W) AD(       ) 2
 LG0585  NGVD 29 (??/??/92)  455.710  (m)         1495.11   (f) ADJ UNCH    2 0
 LG0585
 LG0585.Superseded values are not recommended for survey control.
 LG0585
 LG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0585.See file dsdata.pdf to determine how the superseded data were derived.
 LG0585
 LG0585_MARKER: DS = TRIANGULATION STATION DISK
 LG0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0585_STAMPING: SMOKE 1961
 LG0585_MARK LOGO: CGS
 LG0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0585+STABILITY: SURFACE MOTION
 LG0585
 LG0585  HISTORY     - Date     Condition        Report By
 LG0585  HISTORY     - 1961     MONUMENTED       CGS
 LG0585
 LG0585                          STATION DESCRIPTION
 LG0585
 LG0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0585'14.4 MI S FROM DORCHESTER.
 LG0585'0.3 MILE WEST ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LG0585'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0585'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 2.0
 LG0585'MILES EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG A
 LG0585'GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAY 41,
 LG0585'THENCE 0.3 MILE NORTH ALONG A PAVED ROAD TO THE SOUTH SIDE OF THE
 LG0585'SILO, IN PARKING AREA, 168 FEET SOUTH OF R.M. 1, 106 FEET
 LG0585'NORTH OF THE SOUTH FENCE, 105 FEET NORTHEAST OF R.M. 2, SET
 LG0585'IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0583 ***********************************************************************
 LG0583  CBN         -  This is a Cooperative Base Network Control Station.
 LG0583  DESIGNATION -  SMOKE AZ MK
 LG0583  PID         -  LG0583
 LG0583  STATE/COUNTY-  NE/SALINE
 LG0583  COUNTRY     -  US
 LG0583  USGS QUAD   -  SWANTON (2017)
 LG0583
 LG0583                         *CURRENT SURVEY CONTROL
 LG0583  ______________________________________________________________________
 LG0583* NAD 83(2011) POSITION- 40 29 40.80477(N) 097 05 15.10857(W)   ADJUSTED
 LG0583* NAD 83(2011) ELLIP HT-   421.400 (meters)        (06/27/12)   ADJUSTED
 LG0583* NAD 83(2011) EPOCH   -  2010.00
 LG0583* NAVD 88 ORTHO HEIGHT -   448.203 (meters)     1470.48  (feet) ADJUSTED
 LG0583  ______________________________________________________________________
 LG0583  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 LG0583  NAD 83(2011) X  -   -599,350.023 (meters)                     COMP
 LG0583  NAD 83(2011) Y  - -4,820,422.696 (meters)                     COMP
 LG0583  NAD 83(2011) Z  -  4,120,183.291 (meters)                     COMP
 LG0583  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 LG0583  DYNAMIC HEIGHT  -        447.960 (meters)     1469.68  (feet) COMP
 LG0583  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 LG0583
 LG0583  VERT ORDER      -  SECOND    CLASS 0
 LG0583
 LG0583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0583  Standards:
 LG0583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0583  -------------------------------------------------------------------
 LG0583  NETWORK    0.26   0.55           0.12   0.09   0.28      0.00365321
 LG0583  -------------------------------------------------------------------
 LG0583  Click here for local accuracies and other accuracy information.
 LG0583
 LG0583.The horizontal coordinates were established by GPS observations
 LG0583.and adjusted by the National Geodetic Survey in June 2012.
 LG0583
 LG0583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0583.been affixed to the stable North American tectonic plate. See 
 LG0583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0583
 LG0583.The horizontal coordinates are valid at the epoch date displayed above
 LG0583.which is a decimal equivalence of Year/Month/Day.
 LG0583
 LG0583.The orthometric height was determined by differential leveling and
 LG0583.adjusted by the NATIONAL GEODETIC SURVEY
 LG0583.in June 1991.
 LG0583
 LG0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0583.GEOID18 height accuracy estimate available here.
 LG0583
 LG0583.Click photographs - Photos may exist for this station.
 LG0583
 LG0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0583
 LG0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0583
 LG0583.The ellipsoidal height was determined by GPS observations
 LG0583.and is referenced to NAD 83.
 LG0583
 LG0583.The dynamic height is computed by dividing the NAVD 88
 LG0583.geopotential number by the normal gravity value computed on the
 LG0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0583.degrees latitude (g = 980.6199 gals.).
 LG0583
 LG0583.The modeled gravity was interpolated from observed gravity values.
 LG0583
 LG0583. The following values were computed from the NAD 83(2011) position.
 LG0583
 LG0583;                    North         East     Units Scale Factor Converg.
 LG0583;SPC NE       -    77,585.847   746,810.222   MT  0.99981291   +1 55 48.3
 LG0583;SPC NE       -   254,546.23  2,450,159.87   sFT  0.99981291   +1 55 48.3
 LG0583;UTM  14      - 4,484,419.692   662,068.551   MT  0.99992332   +1 14 31.9
 LG0583
 LG0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0583!SPC NE       -   0.99993390  x   0.99981291  =   0.99974682
 LG0583!UTM  14      -   0.99993390  x   0.99992332  =   0.99985722
 LG0583
 LG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6206884419(NAD 83)
 LG0583
 LG0583                          SUPERSEDED SURVEY CONTROL
 LG0583
 LG0583  NAD 83(2007)-  40 29 40.80477(N)    097 05 15.10916(W) AD(2002.00) 0
 LG0583  ELLIP H (02/10/07)  421.420  (m)                       GP(2002.00)    
 LG0583  ELLIP H (07/10/01)  421.398  (m)                       GP(       ) 4 1
 LG0583  NAD 83(1995)-  40 29 40.80434(N)    097 05 15.10853(W) AD(       ) B
 LG0583  ELLIP H (06/25/96)  421.471  (m)                       GP(       ) 1 1
 LG0583  NAD 83(1986)-  40 29 40.81219(N)    097 05 15.10790(W) AD(       ) 3
 LG0583  NAD 27      -  40 29 40.79700(N)    097 05 13.98400(W) AD(       ) 3
 LG0583  NAVD 88             448.20   (m)         1470.5    (f) LEVELING    3  
 LG0583  NAVD 88 (06/25/96)  448.2    (m)  GEOID93  model used  GPS OBS        
 LG0583  NGVD 29 (??/??/92)  448.054  (m)         1469.99   (f) ADJ UNCH    2 0
 LG0583  NGVD 29             448.05   (m)         1470.0    (f) LEVELING    3  
 LG0583
 LG0583.Superseded values are not recommended for survey control.
 LG0583
 LG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0583.See file dsdata.pdf to determine how the superseded data were derived.
 LG0583
 LG0583_MARKER: DZ = AZIMUTH MARK DISK
 LG0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0583_STAMPING: SMOKE 1961
 LG0583_MARK LOGO: CGS
 LG0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0583+STABILITY: SURFACE MOTION
 LG0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0583+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2020
 LG0583
 LG0583  HISTORY     - Date     Condition        Report By
 LG0583  HISTORY     - 1961     MONUMENTED       CGS
 LG0583  HISTORY     - 1961     GOOD             CGS
 LG0583  HISTORY     - 19950417 GOOD             NGS
 LG0583  HISTORY     - 20000613 GOOD             NEDR
 LG0583  HISTORY     - 2002     GOOD             NEDR
 LG0583  HISTORY     - 20061127 GOOD             NEDR
 LG0583  HISTORY     - 20200220 GOOD             NEGS
 LG0583
 LG0583                          STATION DESCRIPTION
 LG0583
 LG0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0583'12.6 MI S FROM DORCHESTER.
 LG0583'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0583'FROM THE RAILROAD AT DORCHESTER TO STATE HIGHWAY 15, THENCE
 LG0583'10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.85 MILES
 LG0583'EAST ALONG A GRAVEL ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LG0583'ROAD, 16 FEET EAST OF THE CENTER LINE OF A ROAD LEADING INTO
 LG0583'FIELD, 2.1 FEET NORTHEAST OF THE EAST GATE POST, 2 FEET
 LG0583'SOUTHEAST OF A METAL WITNESS POST WITH SIGN, 1.4 FEET WEST OF A
 LG0583'TELEPHONE POLE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0583'7 INCHES AND ABOUT 1 1/2 FEET HIGHER THAN ROAD.
 LG0583
 LG0583                          STATION RECOVERY (1961)
 LG0583
 LG0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0583'STATION IS LOCATED 6.5 MILES WEST OF WILBUR.
 LG0583'
 LG0583'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SMOKE 1961, SET IN
 LG0583'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0583'PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 36.0 FEET
 LG0583'SOUTH OF THE CENTER OF AN E-W ROAD, 17.0 FEET EAST OF THE CENTER
 LG0583'OF A GATE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 LG0583'1.5 FEET NORTHEAST OF THE EAST GATE POST, 1.5 FEET SOUTHWEST
 LG0583'OF A TELEPHONE POLE AND 1.0 FEET NORTH OF THE SOUTH
 LG0583'RIGHT-OF-WAY FENCE.
 LG0583'
 LG0583'TO REACH FROM THE POST OFFICE IN WILBUR, DRIVE NORTH FOR ONE
 LG0583'BLOCK TO STATE HIGHWAY 41.  TURN LEFT ONTO THE HIGHWAY AND
 LG0583'DRIVE WEST FOR 6.3 MILES TO STATE SPUR 241 ON THE LEFT AND A
 LG0583'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH ON
 LG0583'GRAVELED ROAD FOR 1.0 MILE TO A CROSS ROAD.  TURN LEFT, WEST,
 LG0583'FOR 0.15 MILE TO AN ENTRANCE INTO A FIELD AND THE MARK ON THE
 LG0583'LEFT.
 LG0583
 LG0583                          STATION RECOVERY (1995)
 LG0583
 LG0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0583'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 41 AND STATE ROAD
 LG0583'S76D, ABOUT 7 MI (11.3 KM) NORTH FROM SWANTON, GO NORTH ON A GRAVELED
 LG0583'ROAD FOR 1.0 MI (1.6 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 LG0583'WEST FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, AT A FIELD ENTRANCE,
 LG0583'ON THE SOUTH RIGHT-OF-WAY OF THE ROAD AND IN THE NE1/4, SEC16, T6N,
 LG0583'R3E.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 LG0583'PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS 127.0 FT (38.7
 LG0583'M) SOUTHEAST FROM THE FOURTH UTILITY POLE WEST FROM THE INTERSECTION,
 LG0583'34.0 FT (10.4 M) SOUTH FROM THE CENTERLINE OF THE ROAD, 18.0 FT (5.5
 LG0583'M) EAST FROM THE CENTER OF THE FIELD ENTRANCE, 2.2 FT (0.7 M)
 LG0583'SOUTHEAST FROM A WITNESS POST, 2.0 FT (0.6 M) EAST-NORTHEAST FROM THE
 LG0583'EAST GATEPOST OF A WIRE GATE AND 1.0 FT (0.3 M) NORTH FROM THE SOUTH
 LG0583'RIGHT-OF-WAY FENCE.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE
 LG0583'OF THE MARK.
 LG0583
 LG0583                          STATION RECOVERY (2000)
 LG0583
 LG0583'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0583'RECOVERED AS DESCRIBED.
 LG0583
 LG0583                          STATION RECOVERY (2002)
 LG0583
 LG0583'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0583'RECOVERED AS DESCRIBED.
 LG0583
 LG0583                          STATION RECOVERY (2006)
 LG0583
 LG0583'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 LG0583'STATION RECOVERED IN GOOD CONDITION.  UPON REVIEW OF THE DRIVING
 LG0583'DIRETIONS TO THE STATION, THE DISTANCE WEST ON THE GRAVELED CROSSROAD
 LG0583'SHOULD BE 0.17 MILE (0.27 KM).  THE STATION IS ALSO 1.25 FT (0.38 M)
 LG0583'NORTH OF A FIBERGLASS WITNESS POST.
 LG0583
 LG0583                          STATION RECOVERY (2020)
 LG0583
 LG0583'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0583'TO REACH FROM THE JUNCTION OF SPUR S76D AND HIGHWAY 41 WEST OF WILBER,
 LG0583'PROCEED NORTH ALONG CR 1600 APPROXIMATELY 1 MI (1.6 KM) TO COUNTY ROAD
 LG0583'O.  THEN PROCEED WEST ALONG COUNTY ROAD O APPROXIMATELY 0.17 MI (0.27
 LG0583'KM) TO THE MARK ON THE SOUTH SIDE.
 LG0583'
 LG0583'IT IS 34.0 FT (10.4 M) SOUTH FROM THE CENTERLINE OF THE ROAD, 18.0 FT
 LG0583'(5.5 M) EAST FROM THE CENTER OF THE FIELD ENTRANCE, 2.2 FT (0.7 M)
 LG0583'SOUTHEAST FROM A WITNESS POST, 2.0 FT (0.6 M) EAST-NORTHEAST FROM THE
 LG0583'EAST GATEPOST OF A WIRE GATE AND 1.3 FT (0.4 M) NORTH OF A FIBERGLASS
 LG0583'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0586 ***********************************************************************
 LG0586  DESIGNATION -  SMOKE RM 1
 LG0586  PID         -  LG0586
 LG0586  STATE/COUNTY-  NE/SALINE
 LG0586  COUNTRY     -  US
 LG0586  USGS QUAD   -  SWANTON (2017)
 LG0586
 LG0586                         *CURRENT SURVEY CONTROL
 LG0586  ______________________________________________________________________
 LG0586* NAD 83(1986) POSITION- 40 29 02.51   (N) 097 05 18.31   (W)   HD_HELD1
 LG0586* NAVD 88 ORTHO HEIGHT -   455.688 (meters)     1495.04  (feet) ADJUSTED
 LG0586  ______________________________________________________________________
 LG0586  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 LG0586  DYNAMIC HEIGHT  -        455.442 (meters)     1494.23  (feet) COMP
 LG0586  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 LG0586
 LG0586  VERT ORDER      -  SECOND    CLASS 0
 LG0586
 LG0586.The horizontal coordinates were determined by differentially corrected
 LG0586.hand held GPS observations or other comparable positioning techniques
 LG0586.and have an estimated accuracy of +/- 3 meters.
 LG0586
 LG0586.The orthometric height was determined by differential leveling and
 LG0586.adjusted by the NATIONAL GEODETIC SURVEY
 LG0586.in June 1991.
 LG0586
 LG0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0586.GEOID18 height accuracy estimate available here.
 LG0586
 LG0586.Click photographs - Photos may exist for this station.
 LG0586
 LG0586.The dynamic height is computed by dividing the NAVD 88
 LG0586.geopotential number by the normal gravity value computed on the
 LG0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0586.degrees latitude (g = 980.6199 gals.).
 LG0586
 LG0586.The modeled gravity was interpolated from observed gravity values.
 LG0586
 LG0586;                    North         East    Units  Estimated Accuracy
 LG0586;SPC NE       -    76,403.0     746,774.7     MT  (+/- 3 meters HH1 GPS) 
 LG0586
 LG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6201883237(NAD 83)
 LG0586
 LG0586                          SUPERSEDED SURVEY CONTROL
 LG0586
 LG0586  NGVD 29 (??/??/92)  455.539  (m)         1494.55   (f) ADJ UNCH    2 0
 LG0586
 LG0586.Superseded values are not recommended for survey control.
 LG0586
 LG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0586.See file dsdata.pdf to determine how the superseded data were derived.
 LG0586
 LG0586_MARKER: DR = REFERENCE MARK DISK
 LG0586_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0586_SP_SET: PAD
 LG0586_STAMPING: SMOKE NO 1 1961
 LG0586_MARK LOGO: CGS
 LG0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0586
 LG0586  HISTORY     - Date     Condition        Report By
 LG0586  HISTORY     - 1961     MONUMENTED       CGS
 LG0586
 LG0586                          STATION DESCRIPTION
 LG0586
 LG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0586'14.4 MI S FROM DORCHESTER.
 LG0586'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0586'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0586'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 2.0
 LG0586'MILES EAST ALONG A GRAVEL ROAD, THENCE 1 MILE SOUTH ALONG A
 LG0586'GRAVEL ROAD TO STATE HIGHWAY 41, THENCE 0.25 MILE WEST ALONG
 LG0586'STATE HIGHWAY 41, THENCE 0.3 MILE NORTH ALONG A PAVED ROAD TO
 LG0586'THE SOUTH SIDE OF THE SILO, 168 FEET NORTH OF A TRIANGULATION
 LG0586'STATION, 1.0 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE SILO,
 LG0586'SET IN THE CONCRETE PAD AROUND THE SILO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0587 ***********************************************************************
 LG0587  DESIGNATION -  SMOKE RM 2
 LG0587  PID         -  LG0587
 LG0587  STATE/COUNTY-  NE/SALINE
 LG0587  COUNTRY     -  US
 LG0587  USGS QUAD   -  SWANTON (2017)
 LG0587
 LG0587                         *CURRENT SURVEY CONTROL
 LG0587  ______________________________________________________________________
 LG0587* NAD 83(1986) POSITION- 40 28 59.83   (N) 097 05 18.77   (W)   HD_HELD1
 LG0587* NAVD 88 ORTHO HEIGHT -   455.703 (meters)     1495.09  (feet) ADJUSTED
 LG0587  ______________________________________________________________________
 LG0587  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 LG0587  DYNAMIC HEIGHT  -        455.457 (meters)     1494.28  (feet) COMP
 LG0587  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 LG0587
 LG0587  VERT ORDER      -  SECOND    CLASS 0
 LG0587
 LG0587.The horizontal coordinates were determined by differentially corrected
 LG0587.hand held GPS observations or other comparable positioning techniques
 LG0587.and have an estimated accuracy of +/- 3 meters.
 LG0587
 LG0587.The orthometric height was determined by differential leveling and
 LG0587.adjusted by the NATIONAL GEODETIC SURVEY
 LG0587.in June 1991.
 LG0587
 LG0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0587.GEOID18 height accuracy estimate available here.
 LG0587
 LG0587.Click photographs - Photos may exist for this station.
 LG0587
 LG0587.The dynamic height is computed by dividing the NAVD 88
 LG0587.geopotential number by the normal gravity value computed on the
 LG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0587.degrees latitude (g = 980.6199 gals.).
 LG0587
 LG0587.The modeled gravity was interpolated from observed gravity values.
 LG0587
 LG0587;                    North         East    Units  Estimated Accuracy
 LG0587;SPC NE       -    76,320.0     746,766.6     MT  (+/- 3 meters HH1 GPS) 
 LG0587
 LG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6200983154(NAD 83)
 LG0587
 LG0587                          SUPERSEDED SURVEY CONTROL
 LG0587
 LG0587  NGVD 29 (??/??/92)  455.554  (m)         1494.60   (f) ADJ UNCH    2 0
 LG0587
 LG0587.Superseded values are not recommended for survey control.
 LG0587
 LG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0587.See file dsdata.pdf to determine how the superseded data were derived.
 LG0587
 LG0587_MARKER: DR = REFERENCE MARK DISK
 LG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0587_STAMPING: SMOKE NO 2 1961
 LG0587_MARK LOGO: CGS
 LG0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0587+STABILITY: SURFACE MOTION
 LG0587
 LG0587  HISTORY     - Date     Condition        Report By
 LG0587  HISTORY     - 1961     MONUMENTED       CGS
 LG0587
 LG0587                          STATION DESCRIPTION
 LG0587
 LG0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0587'14.4 MI S FROM DORCHESTER.
 LG0587'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0587'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0587'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 2.0
 LG0587'MILES EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG A
 LG0587'GRAVEL ROAD TO STATE HIGHWAY 41, THENCE 0.25 MILE WEST ALONG
 LG0587'STATE HIGHWAY 41, THENCE 0.3 MILE NORTH ALONG A PAVED ROAD TO
 LG0587'THE SOUTH SIDE OF THE SILO, 105 FEET SOUTHWEST OF A TRIANGULATION
 LG0587'STATION, 3.5 FEET WEST OF A TELEPHONE POLE, SET IN TOP OF A
 LG0587'SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0450 ***********************************************************************
 NO0450  DESIGNATION -  SNAKE
 NO0450  PID         -  NO0450
 NO0450  STATE/COUNTY-  NE/CHERRY
 NO0450  COUNTRY     -  US
 NO0450  USGS QUAD   -  COOPER CANYON (2017)
 NO0450
 NO0450                         *CURRENT SURVEY CONTROL
 NO0450  ______________________________________________________________________
 NO0450* NAD 83(1995) POSITION- 42 45 09.82820(N) 100 52 48.38405(W)   ADJUSTED
 NO0450* NAVD 88 ORTHO HEIGHT -   903.    (meters)     2963.    (feet) SCALED
 NO0450  ______________________________________________________________________
 NO0450  GEOID HEIGHT    -        -21.050 (meters)                     GEOID18
 NO0450  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 NO0450  HORZ ORDER      -  THIRD
 NO0450
 NO0450.The horizontal coordinates were established by classical geodetic methods
 NO0450.and adjusted by the National Geodetic Survey in August 1997.
 NO0450
 NO0450.The orthometric height was scaled from a topographic map.
 NO0450
 NO0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0450.GEOID18 height accuracy estimate available here.
 NO0450
 NO0450.Click photographs - Photos may exist for this station.
 NO0450
 NO0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0450
 NO0450. The following values were computed from the NAD 83(1995) position.
 NO0450
 NO0450;                    North         East     Units Scale Factor Converg.
 NO0450;SPC NE       -   324,520.099   427,956.884   MT  0.99989601   -0 34 59.7
 NO0450;SPC NE       - 1,064,696.36  1,404,055.21   sFT  0.99989601   -0 34 59.7
 NO0450;UTM  14      - 4,735,070.445   346,140.321   MT  0.99989125   -1 16 35.5
 NO0450
 NO0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0450!SPC NE       -   0.99986166  x   0.99989601  =   0.99975768
 NO0450!UTM  14      -   0.99986166  x   0.99989125  =   0.99975292
 NO0450
 NO0450:                Primary Azimuth Mark                     Grid Az
 NO0450:SPC NE       -  SNAKE AZ MK                              210 35 42.7
 NO0450:UTM  14      -  SNAKE AZ MK                              211 17 18.5
 NO0450
 NO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4614035070(NAD 83)
 NO0450
 NO0450|---------------------------------------------------------------------|
 NO0450| PID    Reference Object                     Distance      Geod. Az  |
 NO0450|                                                           dddmmss.s |
 NO0450| CO4573 SNAKE RM 2                            7.355 METERS 07646     |
 NO0450| CO4571 SNAKE AZ MK                                        2100043.0 |
 NO0450| CO4572 SNAKE RM 1                           86.292 METERS 32529     |
 NO0450|---------------------------------------------------------------------|
 NO0450
 NO0450                          SUPERSEDED SURVEY CONTROL
 NO0450
 NO0450  NAD 83(1986)-  42 45 09.82702(N)    100 52 48.39297(W) AD(       ) 3
 NO0450  NAD 27      -  42 45 09.81800(N)    100 52 46.86700(W) AD(       ) 3
 NO0450
 NO0450.Superseded values are not recommended for survey control.
 NO0450
 NO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0450.See file dsdata.pdf to determine how the superseded data were derived.
 NO0450
 NO0450_MARKER: DB = BENCH MARK DISK
 NO0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0450_STAMPING: SNAKE 1948
 NO0450_MARK LOGO: USGS
 NO0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0450+STABILITY: SURFACE MOTION
 NO0450
 NO0450  HISTORY     - Date     Condition        Report By
 NO0450  HISTORY     - 1948     MONUMENTED       USGS
 NO0450
 NO0450                          STATION DESCRIPTION
 NO0450
 NO0450'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0450'THE STATION IS LOCATED ABOUT 18.0 MILES SOUTH-SOUTHWEST OF
 NO0450'CROOKSTON, 16.0 MILES SOUTH-SOUTHEAST OF KILGORE, 3.0 MILES
 NO0450'WEST OF THE SNAKE RIVER AND 2.0 MILES SOUTH OF THE NIOBRARA
 NO0450'RIVER ON LAND OWNED BY MR. GEORGE HENDERSHOT.  IT IS 0.1
 NO0450'MILE NORTH OF EAST-WEST FENCE LINE, 160 FEET EAST OF NORTH-SOUTH
 NO0450'FENCE LINE AND 4 FEET WEST OF WITNESS POST.  IT IS A STANDARD
 NO0450'USGS BENCH MARK DISK STAMPED SNAKE 1948 SET IN A 10 INCH SQUARE
 NO0450'CONCRETE POST THAT PROJECTS 8 INCHES.
 NO0450'
 NO0450'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, IN THE WEST
 NO0450'EDGE OF PASTURE, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 NO0450'A STANDARD USGS REFERENCE MARK STAMPED SNAKE NO 1 1948 SET
 NO0450'IN A 6 INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
 NO0450'
 NO0450'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, NEAR
 NO0450'THE EAST EDGE OF THE TOP OF THE SAME HILL AS THE STATION.  IT
 NO0450'IS A STANDARD DISK STAMPED SNAKE NO 2 1949 SET IN CONCRETE
 NO0450'IN THE TOP OF A 5 INCH IRON PIPE THAT PROJECTS 6 INCHES.
 NO0450'
 NO0450'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, ON THE TOP OF
 NO0450'A SMALL KNOLL AND 1 FOOT NORTHEAST OF WITNESS POST.  IT IS
 NO0450'STAMPED SNAKE 1949 AND PROJECTS 3 INCHES.
 NO0450'
 NO0450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 50
 NO0450'YARDS TO FENCE LINE, GO SOUTH ALONG FENCE FOR 0.15 MILE TO
 NO0450'FENCE CORNER, TURN RIGHT AND GO WEST-SOUTHWEST FOR 0.25 MILE
 NO0450'TO SMALL KNOLL AND AZIMUTH MARK AS DESCRIBED.
 NO0450'
 NO0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NO0450'THE MAIN STREET IN KILGORE, GO EAST ON U.S. HIGHWAY 20 FOR 1.6
 NO0450'MILES TO T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 5.2 MILES
 NO0450'TO CROSSROADS, CONTINUE SOUTH AND SOUTHEAST FOR 3.9 MILES TO
 NO0450'A CATTLE GUARD, CROSS GUARD AND CONTINUE SOUTHEAST AND SOUTH
 NO0450'FOR 1.0 MILE TO A T-INTERSECTION AT THE FOOT OF A HILL, TURN
 NO0450'RIGHT AND GO WEST FOR 0.3 MILE TO A T-ROAD LEFT, TURN LEFT
 NO0450'AND GO SOUTH FOR 0.2 MILE TO BRIDGE OVER THE NIOBRARA RIVER,
 NO0450'CROSS BRIDGE AND CONTINUE SOUTH AND EAST FOR 0.15 MILE TO
 NO0450'FORKS, TAKE RIGHT FORK FOR 0.85 MILE TO CATTLE GUARD, CROSS
 NO0450'GUARD INTO NATIONAL FORREST AND TAKE RIGHT FORK FOR 0.1
 NO0450'MILE TO FORKS, TAKE LEFT FORK FOR 0.65 MILE TO DIM
 NO0450'FORKS, TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.8 MILE TO
 NO0450'FORKS, TAKE LEFT FORK AND GO SOUTHEAST FOR 1.3 MILES, HERE
 NO0450'TURN LEFT OFF OF TRACK ROAD AND PICK WAY EAST TOWARD
 NO0450'HIGHEST POINT, VISIBLE TO THE NORTHEAST OF TWO PINE TREES, FOR
 NO0450'1.0 MILE TO END OF TRUCK TRAVEL AT NORTH-SOUTH FENCE
 NO0450'LINE AT THE WEST BASE OF HILL, PACK EAST ACROSS FENCE AND
 NO0450'UP HILL FOR ABOUT 50 YARDS TO TOP OF HILL AND STATION AS
 NO0450'DESCRIBED.
 NO0450'
 NO0450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0719 ***********************************************************************
 NP0719  DESIGNATION -  SNAKE
 NP0719  PID         -  NP0719
 NP0719  STATE/COUNTY-  NE/SIOUX
 NP0719  COUNTRY     -  US
 NP0719  USGS QUAD   -  KILPATRICK LAKE NW (2017)
 NP0719
 NP0719                         *CURRENT SURVEY CONTROL
 NP0719  ______________________________________________________________________
 NP0719* NAD 83(1995) POSITION- 42 13 19.08190(N) 103 29 56.13500(W)   ADJUSTED
 NP0719* NAVD 88 ORTHO HEIGHT -  1418.75  (+/-2cm)     4654.7   (feet) VERTCON
 NP0719  ______________________________________________________________________
 NP0719  GEOID HEIGHT    -        -18.176 (meters)                     GEOID18
 NP0719  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 NP0719  HORZ ORDER      -  FIRST
 NP0719  VERT ORDER      -  THIRD ? (See Below)
 NP0719
 NP0719.The horizontal coordinates were established by classical geodetic methods
 NP0719.and adjusted by the National Geodetic Survey in August 1997.
 NP0719
 NP0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0719
 NP0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0719.GEOID18 height accuracy estimate available here.
 NP0719
 NP0719.The vertical order pertains to the NGVD 29 superseded value.
 NP0719
 NP0719.Click photographs - Photos may exist for this station.
 NP0719
 NP0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0719
 NP0719. The following values were computed from the NAD 83(1995) position.
 NP0719
 NP0719;                    North         East     Units Scale Factor Converg.
 NP0719;SPC NE       -   271,049.116   211,275.809   MT  0.99973667   -2 19 07.4
 NP0719;SPC NE       -   889,266.97    693,160.72   sFT  0.99973667   -2 19 07.4
 NP0719;UTM  13      - 4,675,512.124   623,883.778   MT  0.99978884   +1 00 31.9
 NP0719
 NP0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0719!SPC NE       -   0.99978039  x   0.99973667  =   0.99951711
 NP0719!UTM  13      -   0.99978039  x   0.99978884  =   0.99956927
 NP0719
 NP0719:                Primary Azimuth Mark                     Grid Az
 NP0719:SPC NE       -  SNAKE AZ MK                              226 14 47.9
 NP0719:UTM  13      -  SNAKE AZ MK                              222 55 08.6
 NP0719
 NP0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2388375512(NAD 83)
 NP0719
 NP0719|---------------------------------------------------------------------|
 NP0719| PID    Reference Object                     Distance      Geod. Az  |
 NP0719|                                                           dddmmss.s |
 NP0719| CQ4937 SNAKE RM 1                           32.300 METERS 07325     |
 NP0719| CQ4938 SNAKE RM 2                           59.430 METERS 18331     |
 NP0719| CQ4936 SNAKE AZ MK                                        2235540.5 |
 NP0719|---------------------------------------------------------------------|
 NP0719
 NP0719                          SUPERSEDED SURVEY CONTROL
 NP0719
 NP0719  NAD 83(1993)-  42 13 19.08179(N)    103 29 56.13530(W) AD(       ) 1
 NP0719  NAD 83(1986)-  42 13 19.08184(N)    103 29 56.13805(W) AD(       ) 1
 NP0719  NAD 27      -  42 13 19.21600(N)    103 29 54.36400(W) AD(       ) 1
 NP0719  NGVD 29            1418.04   (m)         4652.4    (f) LEVELING    3  
 NP0719
 NP0719.Superseded values are not recommended for survey control.
 NP0719
 NP0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0719.See file dsdata.pdf to determine how the superseded data were derived.
 NP0719
 NP0719_MARKER: DS = TRIANGULATION STATION DISK
 NP0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0719_STAMPING: SNAKE 1934
 NP0719_MARK LOGO: CGS
 NP0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0719+STABILITY: SURFACE MOTION
 NP0719
 NP0719  HISTORY     - Date     Condition        Report By
 NP0719  HISTORY     - 1934     MONUMENTED       CGS
 NP0719
 NP0719                          STATION DESCRIPTION
 NP0719
 NP0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0719'STATION IS ON HIGH GROUND IN PASTURE LAND BETWEEN FORKS OF SNAKE
 NP0719'CREEK, 26 MILES, AIRLINE, NNE OF SCOTTSBLUFF, ONE MILE N OF
 NP0719'A MAIN DIRT ROAD, AND 50 YARDS NNE OF A WIRE GATE.
 NP0719'
 NP0719'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0719'BRONZE DISKS SET IN CONCRETE.
 NP0719'
 NP0719'REFERENCE MARK NO. 1 IS ENE, AND NO. 2 S OF THE STATION.
 NP0719'
 NP0719'AZIMUTH MARK IS SW OF THE STATION 1 FOOT E OF A N-S FENCE LINE.
 NP0719'
 NP0719'THE STATION MAY BE REACHED FROM THE INTERSECTION OF BROADWAY AND
 NP0719'E OVERLAND STREETS IN SCOTTSBLUFF.  GO N ON U.S. HIGHWAY 26, 1.0
 NP0719'MILE, THENCE W ON THE SAME HIGHWAY FOR 0.6 MILE.  LEAVE HIGHWAY
 NP0719'26 AND GO N ON A GRADED, GRAVEL ROAD, WHICH JOGS E IN PLACE,
 NP0719'FOR 25.2 MILES.  (STATE ROUTE 87.) LEAVE MAIN ROAD, GO E THROUGH
 NP0719'CATTLE GUARD (WHITE HOUSE AND RED BUILDINGS JUST W OF ROAD AT
 NP0719'THIS POINT), AND FOLLOW TRACK EASTERLY 1.0 MILE TO CATTLE
 NP0719'GUARD.  PASS THROUGH CATTLE GUARD AND CONTINUE EASTERLY ON TRAIL
 NP0719'1.0 MILE TO ANOTHER CATTLE GUARD.  PASS THROUGH CATTLE
 NP0719'GUARD AND GO E ON GRADED ROAD (WATSON RANCH MAIL BOX JUST N OF
 NP0719'THIS CATTLE GUARD.) GO 4.1 MILES, THENCE S 1.0 MILE, AND
 NP0719'THENCE E AGAIN 2.0 MILES.  LEAVE MAIN ROAD (SCHOOL HOUSE ON N
 NP0719'SIDE OF ROAD, RANCH ON S SIDE), AND GO IN A NORTHERLY DIRECTION
 NP0719'ON TRACKS 1.0 MILE TO WIRE GATE.  PASS THROUGH GATE AND TURN
 NP0719'RIGHT TO TOP OF RISE AND STATION 50 YARDS.
 NP0719'
 NP0719'A 10-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1084 ***********************************************************************
 LG1084  DESIGNATION -  SNAKE
 LG1084  PID         -  LG1084
 LG1084  STATE/COUNTY-  NE/GAGE
 LG1084  COUNTRY     -  US
 LG1084  USGS QUAD   -  CLATONIA (2017)
 LG1084
 LG1084                         *CURRENT SURVEY CONTROL
 LG1084  ______________________________________________________________________
 LG1084* NAD 83(1995) POSITION- 40 25 20.04328(N) 096 48 08.69230(W)   ADJUSTED
 LG1084* NAVD 88 ORTHO HEIGHT -   451.    (meters)     1480.    (feet) SCALED
 LG1084  ______________________________________________________________________
 LG1084  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 LG1084  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 LG1084  HORZ ORDER      -  SECOND
 LG1084
 LG1084.The horizontal coordinates were established by classical geodetic methods
 LG1084.and adjusted by the National Geodetic Survey in August 1997.
 LG1084
 LG1084.The orthometric height was scaled from a topographic map.
 LG1084
 LG1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1084.GEOID18 height accuracy estimate available here.
 LG1084
 LG1084.Click photographs - Photos may exist for this station.
 LG1084
 LG1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1084
 LG1084. The following values were computed from the NAD 83(1995) position.
 LG1084
 LG1084;                    North         East     Units Scale Factor Converg.
 LG1084;SPC NE       -    70,403.199   771,258.485   MT  0.99983575   +2 07 08.5
 LG1084;SPC NE       -   230,981.16  2,530,370.55   sFT  0.99983575   +2 07 08.5
 LG1084;UTM  14      - 4,476,941.709   686,432.107   MT  1.00002785   +1 25 31.3
 LG1084
 LG1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1084!SPC NE       -   0.99993342  x   0.99983575  =   0.99976918
 LG1084!UTM  14      -   0.99993342  x   1.00002785  =   0.99996127
 LG1084
 LG1084:                Primary Azimuth Mark                     Grid Az
 LG1084:SPC NE       -  SNAKE AZ MK                              266 04 09.0
 LG1084:UTM  14      -  SNAKE AZ MK                              266 45 46.2
 LG1084
 LG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8643276941(NAD 83)
 LG1084
 LG1084|---------------------------------------------------------------------|
 LG1084| PID    Reference Object                     Distance      Geod. Az  |
 LG1084|                                                           dddmmss.s |
 LG1084| CL7611 SNAKE RM 1                           29.771 METERS 05113     |
 LG1084| CL7612 SNAKE RM 2                           25.296 METERS 13752     |
 LG1084| LG1087 ST PAUL EVAN LUTHERAN CHURCH        APPROX. 1.4 KM 2535046.1 |
 LG1084| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX.10.6 KM 2542515.0 |
 LG1084| LG1097 DEWITT MUNICIPAL TANK               APPROX.10.9 KM 2550414.8 |
 LG1084| CL7610 SNAKE AZ MK                                        2681117.5 |
 LG1084| LG1088 CLAYTONIA SALEM METH CHURCH         APPROX. 6.6 KM 3165819.0 |
 LG1084| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX. 6.7 KM 3194529.9 |
 LG1084|---------------------------------------------------------------------|
 LG1084
 LG1084                          SUPERSEDED SURVEY CONTROL
 LG1084
 LG1084  NAD 83(1986)-  40 25 20.05105(N)    096 48 08.68965(W) AD(       ) 2
 LG1084  NAD 27      -  40 25 20.04300(N)    096 48 07.59400(W) AD(       ) 2
 LG1084
 LG1084.Superseded values are not recommended for survey control.
 LG1084
 LG1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1084.See file dsdata.pdf to determine how the superseded data were derived.
 LG1084
 LG1084_MARKER: DS = TRIANGULATION STATION DISK
 LG1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1084_STAMPING: SNAKE 1947
 LG1084_MARK LOGO: CGS
 LG1084_PROJECTION: FLUSH
 LG1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1084+STABILITY: SURFACE MOTION
 LG1084
 LG1084  HISTORY     - Date     Condition        Report By
 LG1084  HISTORY     - 1947     MONUMENTED       CGS
 LG1084
 LG1084                          STATION DESCRIPTION
 LG1084
 LG1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1084'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF BEATRICE AND 4
 LG1084'MILES SOUTHEAST OF CLATONIA ON LAND OWNED BY MR. PAUL SPILKER.
 LG1084'IT IS 68 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN.
 LG1084'93 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 54
 LG1084'FEET WEST OF THE CENTER OF THE DRIVEWAY INTO THE FARM YARD.  IT
 LG1084'IS STAMPED SNAKE 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1084'GROUND.
 LG1084'
 LG1084'REFERENCE MARK NO. 1 IS AT THE NORTHWEST CORNER OF THE FARMYARD,
 LG1084'23 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 16 FEET
 LG1084'EAST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A FENCE
 LG1084'LINE.  IT IS STAMPED SNAKE NO 1 1947 AND IS FLUSH WITH THE
 LG1084'SURFACE OF THE GROUND.
 LG1084'
 LG1084'REFERENCE MARK NO. 2 IS AT THE SOUTHWEST CORNER OF THE FARMYARD,
 LG1084'10 FEET EAST OF THE CENTER OF THE DRIVEWAY, 37 FEET NORTH OF THE
 LG1084'CENTER OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT NORTH OF A STONE
 LG1084'PILLAR AT THE EAST SIDE OF THE DRIVEWAY.  IT IS STAMPED SNAKE NO
 LG1084'2 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1084'
 LG1084'THE AZIMUTH MARK IS IN THE NORTHWEST CORNER OF A SCHOOL YARD, 77
 LG1084'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE, 42.5
 LG1084'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 9.5 FEET
 LG1084'SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 LG1084'LINE.  IT IS STAMPED SNAKE 1947 AND PROJECTS 4 INCHES.
 LG1084'
 LG1084'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY 77
 LG1084'AND STATE HIGHWAYS 3 AND 4 IN THE CENTER OF BEATRICE, GO NORTH
 LG1084'ON U.S. HIGHWAY 77 FOR 11.1 MILES TO A CROSSROAD, TURN LEFT AND
 LG1084'GO 3.25 MILE TO THE FARM AND THE STATION ON THE RIGHT AS
 LG1084'DESCRIBED.
 LG1084'
 LG1084'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LG1084'GRAVELED ROAD FOR 0.75 MILE TO THE SCHOOL HOUSE AND THE AZIMUTH
 LG1084'MARK AS DESCRIBED.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 20 FEET.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT BEAR IS V.G.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 30 FEET.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT CUB IS V.G.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT PLYMOUTH IS V.G.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT DEWITT IS V.G.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 10 FEET.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 50 FEET.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT SOAP IS VISIBLE AT 20 FEET.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT COURTLAND IS VISIBLE AT 10 FEET.
 LG1084'
 LG1084'A 74 FOOT SIGNAL AT INDIAN IS VISIBLE AT 20 FEET.
 LG1084'
 LG1084'A 47 FOOT SIGNAL AT PICKRELL IS VISIBLE AT 10 FEET.
 LG1084'
 LG1084'HEIGHT OF LIGHT ABOVE STATION 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0362 ***********************************************************************
 MM0362  DESIGNATION -  SNIVELY
 MM0362  PID         -  MM0362
 MM0362  STATE/COUNTY-  NE/CUSTER
 MM0362  COUNTRY     -  US
 MM0362  USGS QUAD   -  LINSCOTT NW (2017)
 MM0362
 MM0362                         *CURRENT SURVEY CONTROL
 MM0362  ______________________________________________________________________
 MM0362* NAD 83(1995) POSITION- 41 40 48.23362(N) 100 13 41.90560(W)   ADJUSTED
 MM0362* NAVD 88 ORTHO HEIGHT -   910.    (meters)     2986.    (feet) SCALED
 MM0362  ______________________________________________________________________
 MM0362  GEOID HEIGHT    -        -22.034 (meters)                     GEOID18
 MM0362  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 MM0362  HORZ ORDER      -  FIRST
 MM0362
 MM0362.The horizontal coordinates were established by classical geodetic methods
 MM0362.and adjusted by the National Geodetic Survey in August 1997.
 MM0362
 MM0362.The orthometric height was scaled from a topographic map.
 MM0362
 MM0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0362.GEOID18 height accuracy estimate available here.
 MM0362
 MM0362.Click photographs - Photos may exist for this station.
 MM0362
 MM0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0362
 MM0362. The following values were computed from the NAD 83(1995) position.
 MM0362
 MM0362;                    North         East     Units Scale Factor Converg.
 MM0362;SPC NE       -   205,059.315   480,996.553   MT  0.99966320   -0 09 04.7
 MM0362;SPC NE       -   672,765.44  1,578,069.52   sFT  0.99966320   -0 09 04.7
 MM0362;UTM  14      - 4,614,983.957   397,765.645   MT  0.99972862   -0 49 00.7
 MM0362
 MM0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0362!SPC NE       -   0.99986070  x   0.99966320  =   0.99952395
 MM0362!UTM  14      -   0.99986070  x   0.99972862  =   0.99958936
 MM0362
 MM0362:                Primary Azimuth Mark                     Grid Az
 MM0362:SPC NE       -  SNIVELY AZ MK                            085 48 38.7
 MM0362:UTM  14      -  SNIVELY AZ MK                            086 28 34.7
 MM0362
 MM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9776514983(NAD 83)
 MM0362
 MM0362|---------------------------------------------------------------------|
 MM0362| PID    Reference Object                     Distance      Geod. Az  |
 MM0362|                                                           dddmmss.s |
 MM0362| CO2403 SNIVELY RM 1                          7.395 METERS 01722     |
 MM0362| CO2402 SNIVELY AZ MK                                      0853934.0 |
 MM0362| CO2404 SNIVELY RM 2                          8.447 METERS 11931     |
 MM0362|---------------------------------------------------------------------|
 MM0362
 MM0362                          SUPERSEDED SURVEY CONTROL
 MM0362
 MM0362  NAD 83(1986)-  41 40 48.24082(N)    100 13 41.91274(W) AD(       ) 1
 MM0362  NAD 27      -  41 40 48.24400(N)    100 13 40.41800(W) AD(       ) 1
 MM0362
 MM0362.Superseded values are not recommended for survey control.
 MM0362
 MM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0362.See file dsdata.pdf to determine how the superseded data were derived.
 MM0362
 MM0362_MARKER: DS = TRIANGULATION STATION DISK
 MM0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0362_STAMPING: SNIVELY 1934
 MM0362_MARK LOGO: CGS
 MM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0362+STABILITY: SURFACE MOTION
 MM0362
 MM0362  HISTORY     - Date     Condition        Report By
 MM0362  HISTORY     - 1934     MONUMENTED       CGS
 MM0362
 MM0362                          STATION DESCRIPTION
 MM0362
 MM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0362'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 29, T. 20
 MM0362'N., R. 25 W., ABOUT 3 MILES WEST-SOUTHWEST OF A SCHOOL IN
 MM0362'THE SOUTHEAST CORNER OF SEC. 15, 18 MILES A LITTLE WEST OF
 MM0362'NORTH OF ARNOLD AND 19 MILES WEST-NORTHWEST OF ANSELMO, ON
 MM0362'THE SUMMIT OF A HIGH CRESCENT SHAPED SAND HILL RIDGE CONCAVED
 MM0362'TO THE NORTHEAST, THE HIGHEST POINT WITHIN A RADIUS OF 3 OR
 MM0362'4 MILES, IN PASTURE LAND, PROPERTY OF MR. JOHN S. SNIVELY.
 MM0362'THE MAGNETIC AZIMUTH FROM THE STATION SITE TO THE SCHOOL
 MM0362'(THE TOP OF WHICH CAN BE SEEN FROM STATION) IS 55-3/4
 MM0362'DEGREES.
 MM0362'
 MM0362'TO REACH STATION FROM DUNNING, GO SOUTH ON STATE HIGHWAY 2
 MM0362'FOR 4.5 MILES OR 4 MILES BEYOND THE DISMAL RIVER BRIDGE, TO
 MM0362'WHERE STATE HIGHWAY 2 MAKES A TURN TO THE EAST (TELEPHONE
 MM0362'POLE NO. 5268 ON EAST), CONTINUE STRAIGHT AHEAD (SOUTH) ON
 MM0362'SIDE ROAD AND GO 1.15 MILES TO ROAD FORKS JUST BEFORE REACHING
 MM0362'WHITE SCHOOLHOUSE.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 MM0362'SOUTH AND WEST FOR 4.45 MILES TO T-ROAD, TURN LEFT ON MAIN
 MM0362'ROAD, GO 0.25 MILE TO RED-ROOFED WHITE HOUSE ON LEFT, HOME OF
 MM0362'MR.  CARL KRUSSELL, CONTINUE AHEAD ON MAIN ROAD SOUTH AND
 MM0362'GO 0.7 MILE, THENCE RIGHT (SOUTHWEST) ON PRAIRIE TRAIL AND
 MM0362'GO 0.65 MILE, TAKE FORK LEFT (SOUTHWEST) AT A NORTHWEST
 MM0362'FENCE CORNER AND GO 0.25 MILE.  GO THROUGH GATE AND
 MM0362'CONTINUE SOUTHWEST ON MAIN TRAIL FOR 0.6 MILE TO WHITE
 MM0362'SCHOOLHOUSE MENTIONED IN STATION DESCRIPTION, AT
 MM0362'SOUTHEAST CORNER OF SCHOOL TURN RIGHT AND GO DUE WEST ACROSS
 MM0362'PASTURE, JUST SOUTH OF FENCE LINE FOR 0.3 MILE.  TURN LEFT
 MM0362'(SOUTHWEST) OR PRAIRIE TRAIL AND GO 0.15 MILE, TAKE
 MM0362'RIGHT DIM TRAIL GOING SOUTHWEST AND GO 0.2 MILE, GO
 MM0362'THROUGH WIRE GATE AND GO SOUTHWEST ON DIM TRAIL PAST SMALL
 MM0362'GROUP OF SMALL COTTONWOOD TREES AND UP A VALLEY FOR 1.5 MILES
 MM0362'TO CATTLE CORRAL, WINDMILL AND THREE TANKS.  END OF RECONNAISSANCE
 MM0362'DESCRIPTION.  OBSERVATION PARTY DROVE TO FOOT OF HILL ON WHICH
 MM0362'STATION IS LOCATED BY ENTERING CORRAL AT WINDMILL AND GOING
 MM0362'ON MAIN COW TRAIL 0.15 MILE TO SANDY PASS THROUGH HILL ON LEFT,
 MM0362'GO THROUGH PASS FOR 0.15 MILE, THENCE SHARP RIGHT AND GO 0.3
 MM0362'MILE TO WAGON TRAIL.  TURN LEFT ON THIS TRAIL SOUTH AND GO
 MM0362'0.8 MILE TO DIM TRAIL WEST UP VALLEY TO HILL ON WHICH STATION
 MM0362'IS LOCATED, ABOUT 0.5 MILE WEST OF THIS POINT.  ALSO AT
 MM0362'THIS POINT IS THE AZIMUTH MARK, SET AT THE WEST EDGE OF
 MM0362'WAGON TRAIL AND NORTH EDGE OF DIM TRAIL LEADING TO STATION.
 MM0362'
 MM0362'REFERENCE MARK NO. 1 IS SET ON EAST RIDGE OF CONCAVE CRESCENT
 MM0362'SHAPED HILL 24.26 FEET (7.395 METERS) NORTH OF STATION.
 MM0362'
 MM0362'REFERENCE MARK NO. 2 IS SET ON SPINE SLOPING TO THE EAST-SOUTHEAST
 MM0362'FROM SUMMIT OF HILL ON WHICH STATION IS LOCATED, 27.71 FEET
 MM0362'(8.447 METERS) FROM STATION.
 MM0362'
 MM0362'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 MM0362'CONCRETE POSTS.
 MM0362'
 MM0362'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0575 ***********************************************************************
 MN0575  DESIGNATION -  SNYDER
 MN0575  PID         -  MN0575
 MN0575  STATE/COUNTY-  NE/BANNER
 MN0575  COUNTRY     -  US
 MN0575  USGS QUAD   -  LONE PINE BUTTE (2017)
 MN0575
 MN0575                         *CURRENT SURVEY CONTROL
 MN0575  ______________________________________________________________________
 MN0575* NAD 83(1995) POSITION- 41 28 50.20745(N) 103 37 10.18622(W)   ADJUSTED
 MN0575* NAVD 88 ORTHO HEIGHT -  1498.    (meters)     4915.    (feet) SCALED
 MN0575  ______________________________________________________________________
 MN0575  GEOID HEIGHT    -        -19.052 (meters)                     GEOID18
 MN0575  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 MN0575  HORZ ORDER      -  FIRST
 MN0575
 MN0575.The horizontal coordinates were established by classical geodetic methods
 MN0575.and adjusted by the National Geodetic Survey in August 1997.
 MN0575
 MN0575.The orthometric height was scaled from a topographic map.
 MN0575
 MN0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0575.GEOID18 height accuracy estimate available here.
 MN0575
 MN0575.Click photographs - Photos may exist for this station.
 MN0575
 MN0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0575
 MN0575. The following values were computed from the NAD 83(1995) position.
 MN0575
 MN0575;                    North         East     Units Scale Factor Converg.
 MN0575;SPC NE       -   189,214.368   197,887.268   MT  0.99965869   -2 23 55.1
 MN0575;SPC NE       -   620,780.81    649,235.15   sFT  0.99965869   -2 23 55.1
 MN0575;UTM  13      - 4,593,031.718   615,256.419   MT  0.99976348   +0 54 52.2
 MN0575
 MN0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0575!SPC NE       -   0.99976812  x   0.99965869  =   0.99942689
 MN0575!UTM  13      -   0.99976812  x   0.99976348  =   0.99953166
 MN0575
 MN0575:                Primary Azimuth Mark                     Grid Az
 MN0575:SPC NE       -  SNYDER AZ MK RESET                       092 58 02.5
 MN0575:UTM  13      -  SNYDER AZ MK RESET                       089 39 15.2
 MN0575
 MN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1525693031(NAD 83)
 MN0575
 MN0575|---------------------------------------------------------------------|
 MN0575| PID    Reference Object                     Distance      Geod. Az  |
 MN0575|                                                           dddmmss.s |
 MN0575| CP8652 SNYDER RM 1                          28.813 METERS 02318     |
 MN0575| CP8651 SNYDER AZ MK RESET                                 0903407.4 |
 MN0575| CP8650 SNYDER AZ MK                                       0920821.1 |
 MN0575| CP8653 SNYDER RM 2                          36.012 METERS 15502     |
 MN0575| CP8654 SNYDER RM 3                          37.580 METERS 15601     |
 MN0575| CP8655 SNYDER RM 4                          48.971 METERS 22523     |
 MN0575| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX.10.9 KM 2370501.9 |
 MN0575|---------------------------------------------------------------------|
 MN0575
 MN0575                          SUPERSEDED SURVEY CONTROL
 MN0575
 MN0575  NAD 83(1993)-  41 28 50.20709(N)    103 37 10.18585(W) AD(       ) 1
 MN0575  NAD 83(1986)-  41 28 50.19748(N)    103 37 10.18712(W) AD(       ) 1
 MN0575  NAD 27      -  41 28 50.28500(N)    103 37 08.39810(W) AD(       ) 1
 MN0575
 MN0575.Superseded values are not recommended for survey control.
 MN0575
 MN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0575.See file dsdata.pdf to determine how the superseded data were derived.
 MN0575
 MN0575_MARKER: DS = TRIANGULATION STATION DISK
 MN0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0575_STAMPING: SNYDER 1934
 MN0575_MARK LOGO: CGS
 MN0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0575+STABILITY: SURFACE MOTION
 MN0575
 MN0575  HISTORY     - Date     Condition        Report By
 MN0575  HISTORY     - 1934     MONUMENTED       CGS
 MN0575  HISTORY     - 1963     GOOD             CGS
 MN0575
 MN0575                          STATION DESCRIPTION
 MN0575
 MN0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0575'THIS STATION IS ABOUT 8 MILES SOUTHEAST OF HARRISBURG, 1/2 MILE
 MN0575'EAST OF WHITE FARM BUILDINGS OF MR. SNYDER, 1 MILE WEST OF FARM
 MN0575'BUILDINGS OF MINNIE JAMES (RED BARN WITH MANY WINDOWS ALONG
 MN0575'THE TOP), 6 INCHES EAST OF A WEST RIGHT-OF-WAY FENCE LINE OF A
 MN0575'POOR SECTIONLINE ROAD, 58.1 FEET NORTHWEST OF A SOUTHWEST SECTION
 MN0575'FENCE CORNER, 75 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD.
 MN0575'THE MARK PROJECTS 4 INCHES.
 MN0575'
 MN0575'THE STATION IS REACHED FROM THE COURTHOUSE IN GERING BY GOING
 MN0575'SOUTH, WEST AND THEN IN A SOUTHERLY DIRECTION ON STATE HIGHWAY
 MN0575'29 FOR 19.7 MILES TO A POINT WHERE THE HIGHWAY TURNS WEST, LEAVE
 MN0575'HIGHWAY AND DRIVE EAST ON GRADED ROAD FOR 1.0 MILE, THEN SOUTH
 MN0575'FOR 6.1 MILES, THEN 2.0 MILES TO CROSSROADS.  THE STATION IS
 MN0575'75 FEET NORTH OF THIS POINT, 6 INCHES EAST OF THE WEST
 MN0575'RIGHT-OF-WAY FENCE OF A POOR SECTION-LINE ROAD.
 MN0575'
 MN0575'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0575'BRONZE DISKS SET AS DESCRIBED.
 MN0575'
 MN0575'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ONE-HALF FOOT
 MN0575'WEST OF THE EAST RIGHT-OF-WAY FENCE LINE OF A SECTION-LINE TRACK
 MN0575'ROAD, AND PROJECTS 2 INCHES.
 MN0575'
 MN0575'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 2 FEET
 MN0575'WEST OF A TELEPHONE POLE, 64.8 FEET SOUTH-SOUTHEAST OF A SOUTHWEST
 MN0575'SECTION FENCE CORNER, AND PROJECTS 2 INCHES.
 MN0575'
 MN0575'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 34 FEET SOUTH
 MN0575'OF THE CENTERLINE OF A GRADED ROAD AND PROJECTS 6 INCHES.
 MN0575'
 MN0575'A 4-FOOT STAND WILL CLEAR LINE TO ALL OBJECTS.
 MN0575
 MN0575                          STATION RECOVERY (1963)
 MN0575
 MN0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0575'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 MN0575'MARKS NO. 1, NO. 2, AND THE AZIMUTH MARK WERE SEARCHED FOR BUT
 MN0575'WERE NOT FOUND.  THEY WERE PRESUMED DESTROYED DUE TO ROAD
 MN0575'IMPROVEMENT AND FARM IMPLEMENTS.  REFERENCE MARKS NO. 3, NO. 4,
 MN0575'AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 MN0575'
 MN0575'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MN0575'
 MN0575'THE STATION IS 8-1/2 MILES SOUTHEAST OF HARRISBURG, 2 MILES EAST
 MN0575'OF STATE HIGHWAY 71, IN THE SOUTHEAST CORNER OF SECTION 35,
 MN0575'T 18 N, R 55 W, AND ON PROPERTY OWNED BY MR. J.W. SNYDER.
 MN0575'
 MN0575'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 MN0575'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0575'17.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL
 MN0575'ROAD FOR 2.0 MILES TO A SECTION ROAD ON THE LEFT AND THE STATION
 MN0575'IN THE NORTHWEST ANGLE.
 MN0575'
 MN0575'STATION MARKS ARE STANDARD DISKS STAMPED SNYDER 1934.  THE
 MN0575'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0575'SURFACE OF THE GROUND.  IT IS 76 FEET NORTH OF THE CENTER OF
 MN0575'THE GRAVEL ROAD, 55.5 FEET NORTHWEST OF A TRIANGLE BLAZED POWER
 MN0575'POLE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE
 MN0575'UNDERGROUND DISK WAS NOT INSPECTED.
 MN0575'
 MN0575'REFERENCE MARK NO 3, A STANDARD DISK STAMPED SNYDER NO 3 1934,
 MN0575'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0575'GROUND.  IT IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 MN0575'AND 1 FOOT WEST OF A TELEPHONE POLE.
 MN0575'
 MN0575'REFERENCE MARK NO 4, A STANDARD DISK STAMPED SNYDER NO 4 1934,
 MN0575'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0575'GROUND.  IT IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 MN0575'AND 1 FOOT EAST OF A TELEPHONE POLE.
 MN0575'
 MN0575'AZIMUTH MARK, A STANDARD DISK STAMPED SNYDER 1934 RESET 1963,
 MN0575'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 MN0575'THE SURFACE OF THE GROUND.  IT IS 36.5 FEET NORTH OF THE CENTER
 MN0575'OF THE GRAVEL ROAD, 1.2 FEET NORTH OF A METAL WITNESS POST, AND
 MN0575'1 FOOT WEST OF A POWER POLE.
 MN0575'
 MN0575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 MN0575'ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT SIDE OF THE GRAVEL
 MN0575'ROAD.
 MN0575'
 MN0575'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0575'
 MN0575'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0466 ***********************************************************************
 NO0466  DESIGNATION -  SOAP
 NO0466  PID         -  NO0466
 NO0466  STATE/COUNTY-  NE/CHERRY
 NO0466  COUNTRY     -  US
 NO0466  USGS QUAD   -  ELI SW (2017)
 NO0466
 NO0466                         *CURRENT SURVEY CONTROL
 NO0466  ______________________________________________________________________
 NO0466* NAD 83(1995) POSITION- 42 49 30.37692(N) 101 29 13.27802(W)   ADJUSTED
 NO0466* NAVD 88 ORTHO HEIGHT -  1018.    (meters)     3340.    (feet) SCALED
 NO0466  ______________________________________________________________________
 NO0466  GEOID HEIGHT    -        -19.649 (meters)                     GEOID18
 NO0466  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 NO0466  HORZ ORDER      -  SECOND
 NO0466
 NO0466.The horizontal coordinates were established by classical geodetic methods
 NO0466.and adjusted by the National Geodetic Survey in August 1997.
 NO0466
 NO0466.The orthometric height was scaled from a topographic map.
 NO0466
 NO0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0466.GEOID18 height accuracy estimate available here.
 NO0466
 NO0466.Click photographs - Photos may exist for this station.
 NO0466
 NO0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0466
 NO0466. The following values were computed from the NAD 83(1995) position.
 NO0466
 NO0466;                    North         East     Units Scale Factor Converg.
 NO0466;SPC NE       -   333,238.270   378,418.652   MT  0.99992448   -0 59 07.6
 NO0466;SPC NE       - 1,093,299.22  1,241,528.53   sFT  0.99992448   -0 59 07.6
 NO0466;UTM  14      - 4,744,393.446   296,708.015   MT  1.00010846   -1 41 28.2
 NO0466
 NO0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0466!SPC NE       -   0.99984340  x   0.99992448  =   0.99976789
 NO0466!UTM  14      -   0.99984340  x   1.00010846  =   0.99995184
 NO0466
 NO0466:                Primary Azimuth Mark                     Grid Az
 NO0466:SPC NE       -  SOAP AZ MK                               339 59 33.2
 NO0466:UTM  14      -  SOAP AZ MK                               340 41 53.8
 NO0466
 NO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9670844393(NAD 83)
 NO0466
 NO0466|---------------------------------------------------------------------|
 NO0466| PID    Reference Object                     Distance      Geod. Az  |
 NO0466|                                                           dddmmss.s |
 NO0466| CQ4946 SOAP RM 1                            16.882 METERS 16628     |
 NO0466| CQ4945 SOAP AZ MK                                         3390025.6 |
 NO0466| CQ4947 SOAP RM 2                            14.762 METERS 34424     |
 NO0466|---------------------------------------------------------------------|
 NO0466
 NO0466                          SUPERSEDED SURVEY CONTROL
 NO0466
 NO0466  NAD 83(1986)-  42 49 30.37199(N)    101 29 13.28532(W) AD(       ) 2
 NO0466  NAD 27      -  42 49 30.36800(N)    101 29 11.75400(W) AD(       ) 2
 NO0466
 NO0466.Superseded values are not recommended for survey control.
 NO0466
 NO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0466.See file dsdata.pdf to determine how the superseded data were derived.
 NO0466
 NO0466_MARKER: DB = BENCH MARK DISK
 NO0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0466_STAMPING: SOAP 1948
 NO0466_MARK LOGO: USGS
 NO0466_PROJECTION: FLUSH
 NO0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0466+STABILITY: SURFACE MOTION
 NO0466
 NO0466  HISTORY     - Date     Condition        Report By
 NO0466  HISTORY     - 1948     MONUMENTED       USGS
 NO0466
 NO0466                          STATION DESCRIPTION
 NO0466
 NO0466'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0466'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST SAND
 NO0466'HILL OF THE IMMEDIATE VICINITY, ABOUT 15 MILES SOUTHWEST OF
 NO0466'CODY, ABOUT 7 MILES SOUTH OF ELI, AND 5 FEET NORTHWEST OF
 NO0466'A WITNESS POST.  AN UNDERGROUND MARK WAS ESTABLISHED AND THE
 NO0466'ORIGINAL SURFACE MARK WAS LOWERED.  IT IS A STANDARD U.S.
 NO0466'GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED SOAP 1948, THAT
 NO0466'IS SET FLUSH IN A 10-INCH BLOCK OF CONCRETE WHICH PROJECTS
 NO0466'1 INCH.
 NO0466'
 NO0466'REFERENCE MARK NO. 1 IS 18 INCHES LOWER THAN THE STATION.
 NO0466'IT PROJECTS 4 INCHES AND IS STAMPED SOAP NO 1 1949.
 NO0466'
 NO0466'REFERENCE MARK NO. 2 IS 12 INCHES HIGHER THAN THE STATION.
 NO0466'IT PROJECTS 4 INCHES AND IS STAMPED SOAP NO 2 1949.
 NO0466'
 NO0466'THE AZIMUTH MARK IS LOCATED 50 FEET NORTH OF A TRACK ROAD
 NO0466'AND 1-1/2 FEET WEST OF A WITNESS POST.  IT PROJECTS 5 INCHES
 NO0466'AND IS STAMPED SOAP 1949.
 NO0466'
 NO0466'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CODY, GO
 NO0466'WEST ON U.S. HIGHWAY 20 FOR 14.2 MILES TO A MACADAM T-ROAD ON
 NO0466'THE RIGHT AND SIGN POINTING TOWARDS ELI, TURN LEFT ACROSS A
 NO0466'CATTLE GUARD AND GO SOUTH ON MAIN ROAD FOR 1.05 MILES TO FORKS,
 NO0466'TAKE LEFT FORK, STRAIGHT AHEAD, AND CONTINUE ON MAIN TRACK
 NO0466'ROAD FOR 1.05 MILES TO A CATTLE GUARD, CROSS GUARD AND TAKE
 NO0466'RIGHT FORK ON MAIN ROAD FOR 1.7 MILES TO A T-INTERSECTION,
 NO0466'TURN RIGHT AND GO WEST FOR 0.5 MILE, TURN LEFT AND GO SOUTH
 NO0466'ON MAIN ROAD FOR 1.3 MILES TO ENTRANCE TO A RANCH ON THE
 NO0466'LEFT, BEAR RIGHT AND CONTINUE ON MAIN ROAD FOR 0.75 MILE TO
 NO0466'BRIDGE OVER THE NIOBRARA RIVER, CONTINUE ON MAIN TRACK ROAD
 NO0466'FOR 0.75 MILE TO FORKS WHERE MAIN ROAD TURNS RIGHT,
 NO0466'CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.1 MILE TO A
 NO0466'WIRE GATE, PASS THROUGH GATE, BEAR LEFT, AND FOLLOW
 NO0466'TRACK ROAD EAST AND SOUTH ACROSS PASTURE FOR 0.45 MILE TO A
 NO0466'WIRE GATE ON THE LEFT, TURN LEFT THROUGH GATE AND FOLLOW MAIN
 NO0466'ROAD FOR 0.6 MILE TO A WIRE GATE, CONTINUE ON TRACK ROAD
 NO0466'FOR 1.35 MILES TO A LET-DOWN IN THE FENCE LINE, PASS
 NO0466'THROUGH THE FENCE AND CONTINUE EASTERLY FOR 0.15 MILE TO THE
 NO0466'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.15 MILE.  THENCE LEAVE
 NO0466'THE TRACK ROAD, BEARING RIGHT AND PICK ROAD SOUTHEASTERLY
 NO0466'FOR 0.7 MILE TO THE SUMMIT OF THE HIGHEST HILL AND THE
 NO0466'STATION AS DESCRIBED.
 NO0466'
 NO0466'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1086 ***********************************************************************
 LG1086  DESIGNATION -  SOAP
 LG1086  PID         -  LG1086
 LG1086  STATE/COUNTY-  NE/GAGE
 LG1086  COUNTRY     -  US
 LG1086  USGS QUAD   -  CLATONIA (2017)
 LG1086
 LG1086                         *CURRENT SURVEY CONTROL
 LG1086  ______________________________________________________________________
 LG1086* NAD 83(1995) POSITION- 40 27 54.73440(N) 096 47 54.87196(W)   ADJUSTED
 LG1086* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 LG1086  ______________________________________________________________________
 LG1086  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 LG1086  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 LG1086  HORZ ORDER      -  SECOND
 LG1086
 LG1086.The horizontal coordinates were established by classical geodetic methods
 LG1086.and adjusted by the National Geodetic Survey in August 1997.
 LG1086
 LG1086.The orthometric height was scaled from a topographic map.
 LG1086
 LG1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1086.GEOID18 height accuracy estimate available here.
 LG1086
 LG1086.Click photographs - Photos may exist for this station.
 LG1086
 LG1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1086
 LG1086. The following values were computed from the NAD 83(1995) position.
 LG1086
 LG1086;                    North         East     Units Scale Factor Converg.
 LG1086;SPC NE       -    75,182.662   771,407.395   MT  0.99982201   +2 07 17.7
 LG1086;SPC NE       -   246,661.78  2,530,859.10   sFT  0.99982201   +2 07 17.7
 LG1086;UTM  14      - 4,481,719.974   686,638.860   MT  1.00002880   +1 25 44.8
 LG1086
 LG1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1086!SPC NE       -   0.99993355  x   0.99982201  =   0.99975558
 LG1086!UTM  14      -   0.99993355  x   1.00002880  =   0.99996235
 LG1086
 LG1086:                Primary Azimuth Mark                     Grid Az
 LG1086:SPC NE       -  SOAP AZ MK                               269 49 49.8
 LG1086:UTM  14      -  SOAP AZ MK                               270 31 22.7
 LG1086
 LG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8663881719(NAD 83)
 LG1086
 LG1086|---------------------------------------------------------------------|
 LG1086| PID    Reference Object                     Distance      Geod. Az  |
 LG1086|                                                           dddmmss.s |
 LG1086| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 9.2 KM 0574556.5 |
 LG1086| LG1085 SOAP 2                               16.796 METERS 11422     |
 LG1086| CL7618 SOAP RM 1                            24.226 METERS 19136     |
 LG1086| LG1087 ST PAUL EVAN LUTHERAN CHURCH        APPROX. 5.4 KM 1980301.7 |
 LG1086| LG1088 CLAYTONIA SALEM METH CHURCH         APPROX. 4.8 KM 2703636.9 |
 LG1086| CL7617 SOAP AZ MK                                         2715707.5 |
 LG1086| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX. 4.6 KM 2734946.7 |
 LG1086| CL7619 SOAP RM 2                            23.345 METERS 28149     |
 LG1086|---------------------------------------------------------------------|
 LG1086
 LG1086                          SUPERSEDED SURVEY CONTROL
 LG1086
 LG1086  NAD 83(1986)-  40 27 54.74204(N)    096 47 54.86965(W) AD(       ) 2
 LG1086  NAD 27      -  40 27 54.73300(N)    096 47 53.77600(W) AD(       ) 2
 LG1086
 LG1086.Superseded values are not recommended for survey control.
 LG1086
 LG1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1086.See file dsdata.pdf to determine how the superseded data were derived.
 LG1086
 LG1086_MARKER: DS = TRIANGULATION STATION DISK
 LG1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1086_STAMPING: SOAP 1947
 LG1086_MARK LOGO: CGS
 LG1086_PROJECTION: RECESSED 30 CENTIMETERS
 LG1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1086+STABILITY: SURFACE MOTION
 LG1086
 LG1086  HISTORY     - Date     Condition        Report By
 LG1086  HISTORY     - 1947     MONUMENTED       CGS
 LG1086  HISTORY     - 1962     GOOD             CGS
 LG1086
 LG1086                          STATION DESCRIPTION
 LG1086
 LG1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1086'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A FIELD ABOUT
 LG1086'5.5 MILES SOUTHWEST OF CORTLAND, 3 MILES WEST OF CLATONIA, 69
 LG1086'FEET SOUTH-SOUTHEAST OF THE CENTER OF A CROSSROAD, 26 FEET
 LG1086'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 16 FEET EAST OF A WITNESS
 LG1086'POST.  IT IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 LG1086'IS STAMPED SOAP 1947.
 LG1086'
 LG1086'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF A FIELD, 26 FEET
 LG1086'EAST OF THE CENTER OF A DIRT ROAD AND 1 FOOT EAST OF A
 LG1086'NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED SOAP
 LG1086'NO 1 1947.
 LG1086'
 LG1086'REFERENCE MARK NO. 2 IS AT THE NORTHEAST CORNER OF A FIELD, 52.5
 LG1086'FEET SOUTHWEST OF THE CENTER OF A CROSSROAD, 14 FEET SOUTHWEST
 LG1086'OF THE NORTH END OF A NORTH-SOUTH FENCE LINE, AND 1.5 FEET EAST
 LG1086'OF A POWER LINE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED SOAP
 LG1086'NO 2 1947.
 LG1086'
 LG1086'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 125 FEET WEST
 LG1086'OF THE SOUTH END OF A NORTH-SOUTH HEDGE ROW, 27 FEET NORTH OF
 LG1086'THE CENTER OF STATE HIGHWAY NO. 41, 1 FOOT NORTHEAST OF A WITNESS
 LG1086'POST, AND 0.7 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 LG1086'6 INCHES AND IS STAMPED SOAP 1947.
 LG1086'
 LG1086'TO REACH THE STATION FROM THE POST OFFICE IN CLATONIA, GO EAST
 LG1086'ON STATE HIGHWAY NO. 41 FOR 2.8 MILES TO A CROSSROAD AND THE
 LG1086'STATION ON THE RIGHT AS DESCRIBED.
 LG1086'
 LG1086'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1086'HIGHWAY NO. 41 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LG1086'AS DESCRIBED.
 LG1086'
 LG1086'A 74 FOOT SIGNAL AT INDIAN IS VISIBLE AT 15 FEET.
 LG1086'
 LG1086'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 37 FEET.
 LG1086'
 LG1086'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 15 FEET.
 LG1086'
 LG1086'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1086
 LG1086                          STATION RECOVERY (1962)
 LG1086
 LG1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG1086'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1086'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY
 LG1086'41 WILL DESTROY ALL THE MARKS, SO THIS STATION WAS MOVED
 LG1086'COMPLETELY.  FOR DETAILS, SEE THE DESCRIPTION OF SOAP 2 1962.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1085 ***********************************************************************
 LG1085  DESIGNATION -  SOAP 2
 LG1085  PID         -  LG1085
 LG1085  STATE/COUNTY-  NE/GAGE
 LG1085  COUNTRY     -  US
 LG1085  USGS QUAD   -  CLATONIA (2017)
 LG1085
 LG1085                         *CURRENT SURVEY CONTROL
 LG1085  ______________________________________________________________________
 LG1085* NAD 83(1995) POSITION- 40 27 54.50967(N) 096 47 54.22256(W)   NO CHECK
 LG1085* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 LG1085  ______________________________________________________________________
 LG1085  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 LG1085  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LG1085  HORZ ORDER      -  THIRD
 LG1085
 LG1085.The horizontal coordinates were established by classical geodetic methods
 LG1085.and adjusted by the National Geodetic Survey in August 1997.
 LG1085
 LG1085.No horizontal observational check was made to the station.
 LG1085
 LG1085.The orthometric height was scaled from a topographic map.
 LG1085
 LG1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1085.GEOID18 height accuracy estimate available here.
 LG1085
 LG1085.Click photographs - Photos may exist for this station.
 LG1085
 LG1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1085
 LG1085. The following values were computed from the NAD 83(1995) position.
 LG1085
 LG1085;                    North         East     Units Scale Factor Converg.
 LG1085;SPC NE       -    75,176.302   771,422.938   MT  0.99982203   +2 07 18.1
 LG1085;SPC NE       -   246,640.92  2,530,910.09   sFT  0.99982203   +2 07 18.1
 LG1085;UTM  14      - 4,481,713.426   686,654.328   MT  1.00002887   +1 25 45.2
 LG1085
 LG1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1085!SPC NE       -   0.99993355  x   0.99982203  =   0.99975560
 LG1085!UTM  14      -   0.99993355  x   1.00002887  =   0.99996242
 LG1085
 LG1085:                Primary Azimuth Mark                     Grid Az
 LG1085:SPC NE       -  SOAP 2 AZ MK                             268 23 00.7
 LG1085:UTM  14      -  SOAP 2 AZ MK                             269 04 33.6
 LG1085
 LG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8665481713(NAD 83)
 LG1085
 LG1085|---------------------------------------------------------------------|
 LG1085| PID    Reference Object                     Distance      Geod. Az  |
 LG1085|                                                           dddmmss.s |
 LG1085| CL7621 SOAP 2 RM 3                          46.817 METERS 01348     |
 LG1085| CL7620 SOAP 2 AZ MK                                       2703018.8 |
 LG1085| CL7617 SOAP AZ MK                                         2722240.0 |
 LG1085| CL7622 SOAP 2 RM 4                          51.883 METERS 27537     |
 LG1085| LG1086 SOAP                                 16.796 METERS 29422     |
 LG1085|---------------------------------------------------------------------|
 LG1085
 LG1085                          SUPERSEDED SURVEY CONTROL
 LG1085
 LG1085  NAD 83(1986)-  40 27 54.51731(N)    096 47 54.22026(W) AD(       ) 3
 LG1085  NAD 27      -  40 27 54.50800(N)    096 47 53.12700(W) AD(       ) 3
 LG1085
 LG1085.Superseded values are not recommended for survey control.
 LG1085
 LG1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1085.See file dsdata.pdf to determine how the superseded data were derived.
 LG1085
 LG1085_MARKER: DS = TRIANGULATION STATION DISK
 LG1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1085_STAMPING: SOAP 2 1962
 LG1085_MARK LOGO: CGS
 LG1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1085+STABILITY: SURFACE MOTION
 LG1085
 LG1085  HISTORY     - Date     Condition        Report By
 LG1085  HISTORY     - 1962     MONUMENTED       CGS
 LG1085  HISTORY     - 1964     GOOD             CGS
 LG1085  HISTORY     - 1969     GOOD             CGS
 LG1085  HISTORY     - 1981     GOOD             LOCENG
 LG1085
 LG1085                          STATION DESCRIPTION
 LG1085
 LG1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG1085'STATION IS LOCATED ABOUT 3 MILES EAST OF THE TOWN OF CLATONIA AND
 LG1085'3 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 LG1085'41, AND 6 MILES SOUTHWEST OF THE TOWN OF CORTLAND ALONG THE SOUTH
 LG1085'SIDE OF STATE HIGHWAY 41 IN THE SOUTHEAST ANGLE OF A CROSSROADS,
 LG1085'120 FEET SOUTHEAST OF THE INTERSECTION, 92 FEET EAST OF THE
 LG1085'CENTER OF A NORTH-SOUTH GRAVEL ROAD AND 79 FEET SOUTH OF THE
 LG1085'CENTER OF STATE HIGHWAY 41.  THE MARK PROJECTS 2 INCHES AND THE
 LG1085'DISK IS STAMPED SOAP 2 1962.
 LG1085'
 LG1085'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF CLATONIA,
 LG1085'GO EAST ON STATE HIGHWAY 41 FOR 2.8 MILES TO CROSSROADS AND THE
 LG1085'STATION ON THE RIGHT AS DESCRIBED.
 LG1085'
 LG1085'REFERENCE MARK NO. 3 IS 153.60 FEET NORTH OF THE STATION, 70 FEET
 LG1085'NORTH OF THE CENTERLINE OF STATE HIGHWAY 41, AND 4 FEET EAST OF A
 LG1085'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG1085'STAMPED SOAP 2 NO 3 1962.
 LG1085'
 LG1085'REFERENCE MARK NO. 4 IS 170.22 FEET WEST OF THE STATION, 78 FEET
 LG1085'WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 63 FEET SOUTH OF
 LG1085'THE CENTERLINE OF STATE HIGHWAY 41, AND 2 FEET NORTHEAST OF A
 LG1085'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG1085'STAMPED SOAP 2 NO 4 1962.
 LG1085'
 LG1085'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 96 FEET EAST OF A
 LG1085'TELEPHONE POLE, 84 FEET WEST OF A NORTH-SOUTH FENCE, 63 FEET WEST
 LG1085'OF A WEST GATE POST, 64 FEET SOUTH OF THE CENTERLINE OF STATE
 LG1085'HIGHWAY 41, 1 FOOT NORTH OF A FENCE AND 1 FOOT EAST OF A WHITE
 LG1085'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG1085'STAMPED SOAP 2 1962.
 LG1085'
 LG1085'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1085'HIGHWAY 41 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT OR
 LG1085'SOUTH SIDE OF THE HIGHWAY.
 LG1085'
 LG1085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG1085
 LG1085                          STATION RECOVERY (1964)
 LG1085
 LG1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1085'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1085'GOOD CONDITION.  A NEW STEEL WITNESS POST WAS SET 1 FOOT SOUTH OF
 LG1085'THIS STATION MARK.
 LG1085
 LG1085                          STATION RECOVERY (1969)
 LG1085
 LG1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1085'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 LG1085'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED EXCEPT THE
 LG1085'AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION INSTEAD OF 0.4 MILE.
 LG1085'
 LG1085'ALL OTHER NOTES ARE ADEQUATE IN THE 1962 DESCRIPTION.
 LG1085'
 LG1085'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 LG1085'
 LG1085'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK IN A
 LG1085'FENCELINE.
 LG1085'
 LG1085'REFERENCE MARK NO. 4 IS 3 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 LG1085'POST.
 LG1085'
 LG1085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 LG1085'OF CLATONIA.
 LG1085
 LG1085                          STATION RECOVERY (1981)
 LG1085
 LG1085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1085'SOAP 2 1962 STATION MARK RECOVERED GOOD.
 LG1085'
 LG1085'SOAP 2 1962 RECOVERED GOOD (AZI MARK).
 LG1085'
 LG1085'R.M.S NOT SEARCHED FOR.
 LG1085'
 LG1085'DESCRIPTION ADEQUATE.
 LG1085'
 LG1085'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI E. OF CLATONIA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2076 ***********************************************************************
 MK2076  DESIGNATION -  SODER
 MK2076  PID         -  MK2076
 MK2076  STATE/COUNTY-  NE/SAUNDERS
 MK2076  COUNTRY     -  US
 MK2076  USGS QUAD   -  CERESCO (2017)
 MK2076
 MK2076                         *CURRENT SURVEY CONTROL
 MK2076  ______________________________________________________________________
 MK2076* NAD 83(1995) POSITION- 41 05 11.27395(N) 096 37 57.86153(W)   ADJUSTED
 MK2076* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 MK2076  ______________________________________________________________________
 MK2076  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 MK2076  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 MK2076  HORZ ORDER      -  SECOND
 MK2076
 MK2076.The horizontal coordinates were established by classical geodetic methods
 MK2076.and adjusted by the National Geodetic Survey in August 1997.
 MK2076
 MK2076.The orthometric height was scaled from a topographic map.
 MK2076
 MK2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2076.GEOID18 height accuracy estimate available here.
 MK2076
 MK2076.Click photographs - Photos may exist for this station.
 MK2076
 MK2076.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2076
 MK2076. The following values were computed from the NAD 83(1995) position.
 MK2076
 MK2076;                    North         East     Units Scale Factor Converg.
 MK2076;SPC NE       -   144,637.529   782,773.986   MT  0.99968522   +2 13 53.3
 MK2076;SPC NE       -   474,531.63  2,568,150.99   sFT  0.99968522   +2 13 53.3
 MK2076;UTM  14      - 4,551,055.922   698,837.659   MT  1.00008662   +1 33 22.6
 MK2076
 MK2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2076!SPC NE       -   0.99994126  x   0.99968522  =   0.99962650
 MK2076!UTM  14      -   0.99994126  x   1.00008662  =   1.00002788
 MK2076
 MK2076:                Primary Azimuth Mark                     Grid Az
 MK2076:SPC NE       -  CERESCO MUNICIPAL TANK                   200 57 46.2
 MK2076:UTM  14      -  CERESCO MUNICIPAL TANK                   201 38 16.9
 MK2076
 MK2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9883751055(NAD 83)
 MK2076
 MK2076|---------------------------------------------------------------------|
 MK2076| PID    Reference Object                     Distance      Geod. Az  |
 MK2076|                                                           dddmmss.s |
 MK2076| CL7624 SODER RM 2                           12.482 METERS 00257     |
 MK2076| MK2075 CERESCO MUNICIPAL TANK              APPROX. 3.0 KM 2031139.5 |
 MK2076| CL7623 SODER RM 1                           15.605 METERS 26927     |
 MK2076|---------------------------------------------------------------------|
 MK2076
 MK2076                          SUPERSEDED SURVEY CONTROL
 MK2076
 MK2076  NAD 83(1986)-  41 05 11.28559(N)    096 37 57.86457(W) AD(       ) 2
 MK2076  NAD 27      -  41 05 11.26868(N)    096 37 56.77702(W) AD(       ) 2
 MK2076
 MK2076.Superseded values are not recommended for survey control.
 MK2076
 MK2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2076.See file dsdata.pdf to determine how the superseded data were derived.
 MK2076
 MK2076_MARKER: DD = SURVEY DISK
 MK2076_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MK2076+WITH SETTING: INFORMATION.
 MK2076_STAMPING: ET SODER 1967
 MK2076_MARK LOGO: USGS
 MK2076_PROJECTION: FLUSH
 MK2076_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2076
 MK2076  HISTORY     - Date     Condition        Report By
 MK2076  HISTORY     - 1967     MONUMENTED       USGS
 MK2076
 MK2076                          STATION DESCRIPTION
 MK2076
 MK2076'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2076'THE STATION IS LOCATED APPROX. 9.0 MI S. OF WAHOO, T. 13 N., R.
 MK2076'7 E., NEAR THE CENTER OF SEC. 21, 5 FT N. OF E.-W. FENCE, 5 FT W.
 MK2076'OF OLD FENCE LINE N.-S., 5 FT N. OF USGS WITNESS POST, IN OPEN
 MK2076'UNCULTIVATED FIELD, MARK IS NOT ON HIGHEST POINT OF GROUND.
 MK2076'
 MK2076'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2076'6TH ST., FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 0.3 MI ALONG
 MK2076'HWY. 92 TO JCT. OF HWY. 77, CONTINUE S. ON HWY. 77 FOR 8.4 MI
 MK2076'TO CROSSROADS, TURN LEFT (E.) AND GO 0.4 MI TO TOP OF HILL, AND
 MK2076'WIRE FENCE GATE ON RIGHT (S.), TURN RIGHT (S.) AND PASS THROUGH
 MK2076'WIRE GATE AND GO 0.5 MI ALONG FIELD RD., TO TOP OF RIDGE AND
 MK2076'STATION.
 MK2076'
 MK2076'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON
 MK2076'0.5 IN. RODS, CENTERED IN 6 IN. TILES, 12 IN. LONG FILLED WITH
 MK2076'CHAT TO WITHIN 1 IN. OF CAP.
 MK2076'
 MK2076'THE STATION MARK IS STAMPED ET SODER 1967.
 MK2076'
 MK2076'REFERENCE MARK 1 IS W. OF STATION, 2 FT N., 56 FT W. OF FENCE
 MK2076'CORNER, STAMPED SODER NO 1 1967.
 MK2076'
 MK2076'REFERENCE MARK 2 IS N. OF STATION, 46 FT N., 2 FT W. OF FENCE
 MK2076'CORNER, STAMPED SODER NO 2 1967.
 MK2076'
 MK2076'AZIMUTH MARK SILVER WATER TANK IN CRESCO, CENTER OF TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1966 ***********************************************************************
 MK1966  DESIGNATION -  SOLDIER
 MK1966  PID         -  MK1966
 MK1966  STATE/COUNTY-  NE/BURT
 MK1966  COUNTRY     -  US
 MK1966  USGS QUAD   -  MONDAMIN (2018)
 MK1966
 MK1966                         *CURRENT SURVEY CONTROL
 MK1966  ______________________________________________________________________
 MK1966* NAD 83(1995) POSITION- 41 43 46.61786(N) 096 06 42.74909(W)   ADJUSTED
 MK1966* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 MK1966  ______________________________________________________________________
 MK1966  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 MK1966  LAPLACE CORR    -         -8.86  (seconds)                    DEFLEC18
 MK1966  HORZ ORDER      -  THIRD
 MK1966
 MK1966.The horizontal coordinates were established by classical geodetic methods
 MK1966.and adjusted by the National Geodetic Survey in August 1997.
 MK1966
 MK1966.The orthometric height was scaled from a topographic map.
 MK1966
 MK1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1966.GEOID18 height accuracy estimate available here.
 MK1966
 MK1966.Click photographs - Photos may exist for this station.
 MK1966
 MK1966.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1966
 MK1966. The following values were computed from the NAD 83(1995) position.
 MK1966
 MK1966;                    North         East     Units Scale Factor Converg.
 MK1966;SPC NE       -   217,806.183   823,277.253   MT  0.99966620   +2 34 35.9
 MK1966;SPC NE       -   714,585.79  2,701,035.45   sFT  0.99966620   +2 34 35.9
 MK1966;SPC NE       -   714,585.79  2,701,035.45   sFT  0.99966620   +2 34 35.9
 MK1966;SPC IA S     -   195,339.071   282,725.169   MT  0.99999090   -1 43 13.6
 MK1966;SPC IA S     -   640,874.94    927,574.16   sFT  0.99999090   -1 43 13.6
 MK1966;SPC NE       -   217,806.183   823,277.253   MT  0.99966620   +2 34 35.9
 MK1966;UTM  14      - 4,623,788.074   740,209.307   MT  1.00031010   +1 55 23.9
 MK1966
 MK1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1966!SPC NE       -   0.99995540  x   0.99966620  =   0.99962162
 MK1966!SPC IA S     -   0.99995540  x   0.99999090  =   0.99994630
 MK1966!SPC NE       -   0.99995540  x   0.99966620  =   0.99962162
 MK1966!UTM  14      -   0.99995540  x   1.00031010  =   1.00026549
 MK1966
 MK1966:                Primary Azimuth Mark                     Grid Az
 MK1966:SPC NE       -  HERMAN MUNICIPAL STANDPIPE               231 28 52.8
 MK1966:SPC IA S     -  HERMAN MUNICIPAL STANDPIPE               235 46 42.3
 MK1966:SPC NE       -  HERMAN MUNICIPAL STANDPIPE               231 28 52.8
 MK1966:UTM  14      -  HERMAN MUNICIPAL STANDPIPE               232 08 04.8
 MK1966
 MK1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4020923788(NAD 83)
 MK1966
 MK1966|---------------------------------------------------------------------|
 MK1966| PID    Reference Object                     Distance      Geod. Az  |
 MK1966|                                                           dddmmss.s |
 MK1966| CL7628 SOLDIER RM 3                         26.045 METERS 01953     |
 MK1966| MK1832 MONDAMIN MUNICIPAL TANK             APPROX. 7.6 KM 1062904.9 |
 MK1966| CL7626 SOLDIER RM 1                         29.555 METERS 11700     |
 MK1966| CL7627 SOLDIER RM 2                         33.525 METERS 21400     |
 MK1966| MK1974 HERMAN MUNICIPAL STANDPIPE          APPROX.11.0 KM 2340328.7 |
 MK1966| MK1967 SOLDIER AZ MK 2                     186.384 METERS 26713     |
 MK1966| CL7629 SOLDIER RM 4                         39.411 METERS 27715     |
 MK1966| CL7625 SOLDIER AZ MK                                      3574910.7 |
 MK1966|---------------------------------------------------------------------|
 MK1966
 MK1966                          SUPERSEDED SURVEY CONTROL
 MK1966
 MK1966  NAD 83(1986)-  41 43 46.62215(N)    096 06 42.75046(W) AD(       ) 3
 MK1966  NAD 27      -  41 43 46.66500(N)    096 06 41.69900(W) AD(       ) 3
 MK1966
 MK1966.Superseded values are not recommended for survey control.
 MK1966
 MK1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1966.See file dsdata.pdf to determine how the superseded data were derived.
 MK1966
 MK1966_MARKER: DS = TRIANGULATION STATION DISK
 MK1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1966_STAMPING: SOLDIER 1948
 MK1966_MARK LOGO: CGS
 MK1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1966+STABILITY: SURFACE MOTION
 MK1966
 MK1966  HISTORY     - Date     Condition        Report By
 MK1966  HISTORY     - 1948     MONUMENTED       CGS
 MK1966  HISTORY     - 1974     GOOD             NGS
 MK1966  HISTORY     - 1975     GOOD             NGS
 MK1966
 MK1966                          STATION DESCRIPTION
 MK1966
 MK1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1966'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF TEKAMAH,
 MK1966'NEAR THE BANK OF THE MISSOURI RIVER, AND OPPOSITE THE MOUTH OF
 MK1966'SOLDIER RIVER.  IT IS ON PROPERTY OWNED BY MR. JASPER HALL OF
 MK1966'OMAHA, AND OCCUPIED BY MR. COOL.  IT IS 80 FEET SOUTHEAST OF THE
 MK1966'SOUTHEAST FENCE CORNER SURROUNDING MR. COOLS HOUSE, 44 FEET
 MK1966'NORTH OF AN EAST-WEST FENCELINE, AND 26 FEET NORTH OF THE
 MK1966'CENTERLINE OF A TRACK ROAD.  THE DISK IS STAMPED SOLDIER 1948 AND
 MK1966'PROJECTS 2 INCHES.
 MK1966'
 MK1966'REFERENCE MARK NO. 1 IS 96.96 FEET SOUTHEAST OF THE STATION, 8
 MK1966'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, AND 1 FOOT NORTH
 MK1966'OF THE EAST-WEST FENCE LINE.  THE DISK IS STAMPED SOLDIER NO
 MK1966'1 1948 AND PROJECTS 2 INCHES.
 MK1966'
 MK1966'REFERENCE MARK NO. 2 IS 109.99 FEET SOUTH-SOUTHWEST OF THE STATION,
 MK1966'48 FEET SOUTH OF A GATE POST, AND IS SET IN A NORTH-SOUTH FENCE
 MK1966'LINE.  THE DISK IS STAMPED SOLDIER NO 2 1948 AND PROJECTS 2
 MK1966'INCHES.
 MK1966'
 MK1966'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF THE STATION,
 MK1966'14 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 4 FEET SOUTH OF
 MK1966'A WITNESS POST, AND 1 FOOT SOUTH OF A TELEPHONE POLE.  THE DISK
 MK1966'IS STAMPED SOLDIER 1948 AND PROJECTS 3 INCHES.
 MK1966'
 MK1966'TO REACH THE STATION FROM THE POST OFFICE IN TEKAMAH, GO SOUTH
 MK1966'ON U.S. HIGHWAY 73 FOR 2.35 MILES TO A CROSS ROAD.  TURN LEFT
 MK1966'AND FOLLOW THE MAIN ROAD EAST FOR 5.6 MILES TO A SIDE ROAD
 MK1966'RIGHT.  TURN RIGHT AND GO 0.55 MILE TO THE AZIMUTH MARK ON
 MK1966'THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.3 MILE TO THE STATION ON
 MK1966'THE LEFT AS DESCRIBED.
 MK1966'
 MK1966'A 100 FOOT SIGNAL AT MONDAMIN 1947 IS VISIBLE AT 100 FEET.
 MK1966'
 MK1966'A 4 FOOT SIGNAL AT FOLLEN 1930 IS VISIBLE AT 90 FEET.
 MK1966'
 MK1966'A 50 FOOT SIGNAL AT TEK 1934 IS VISIBLE AT 90 FEET.
 MK1966'
 MK1966'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK1966
 MK1966                          STATION RECOVERY (1974)
 MK1966
 MK1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK1966'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MK1966'REFERENCE MARK 1 CONCRETE MONUMENT WAS FOUND LYING ON TOP THE
 MK1966'GROUND WITH THE DISK REMOVED.  REFERENCE MARK 2 WAS NOT FOUND
 MK1966'THIS DATE AS THE FARMER STATED THE MARK WAS IN THE CENTER OF
 MK1966'ROAD AND THE ROAD WAS TO DRY AND HARD FOR PRODDING THIS DATE.
 MK1966'THE AZIMUTH MARK WAS FOUND CHIPPED AND TILTED OUT OF POSITION
 MK1966'AND NOW REPORTED AS DESTROYED.  THE DISK FROM THE AZIMUTH MARK
 MK1966'CONCRETE MONUMENT WAS RECLAIMED THIS DATE.  PERMISSION WAS
 MK1966'GRANTED TO THE FARMER OF PROPERTY TO REMOVE REFERENCE MARK
 MK1966'2 IF THE MARK SHOULD SURFACE AND IN WAY OF SAFE ROAD TRAVEL
 MK1966'WITH FARM EQUIPMENT, ALSO FARMER WILL REMOVE THE AZIMUTH MARK
 MK1966'CONCRETE MONUMENT IN THE NEAR FUTURE.  REFERENCE MARKS 3 AND 4
 MK1966'WERE ESTABLISHED THIS DATE.  NO OLD TIE LINES VISIBLE TO
 MK1966'EASTABLISH A NEW AZIMUTH MARK.
 MK1966'
 MK1966'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MK1966'
 MK1966'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF TEKAMAH, NEAR
 MK1966'THE BANK OF THE MISSOURI RIVER, AND OPPOSITE THE MOUTH OF SOLDIER
 MK1966'RIVER, IN FARM YARD OWNED BY MR. JASPER HALL OF OMAHA AND OCCUPIED
 MK1966'BY MR. ARTHUR MORROW.
 MK1966'
 MK1966'TO REACH THE STATION FROM THE POST OFFICE IN TEKAMAH, GO EAST ON
 MK1966'K STREET FOR 1 BLOCK TO U.S. HIGHWAY 73, TURN RIGHT AND GO SOUTH
 MK1966'ON HIGHWAY 73 FOR 2.5 MILES TO A CROSSROAD, TURN LEFT AND GO
 MK1966'EASTERLY ON GRAVELED ROAD FOR 5.9 MILES TO A SIDE ROAD RIGHT,
 MK1966'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.85 MILE TO FARM
 MK1966'YARD AND THE STATION.
 MK1966'
 MK1966'THE STATION MARK IS A STANDARD DISK STAMPED SOLDIER 1948, SET IN
 MK1966'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MK1966'THE GROUND SURFACE.  IT IS 125 FEET SOUTHEAST OF THE SOUTHEAST
 MK1966'CORNER OF THE FARM HOUSE, 87.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 MK1966'CORNER OF A TRACTOR SHED, 46 FEET EAST OF THE CENTER OF THE
 MK1966'GRAVELED ROAD AND 43 FEET NORTH OF THE CENTER OF A DIRT
 MK1966'ROAD.
 MK1966'
 MK1966'REFERECE MARK 3 IS A STANDARD DISK STAMPED SOLDIER 1948 NO 3 1974,
 MK1966'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 MK1966'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 MK1966'AND FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET WEST-SOUTHWEST OF
 MK1966'THE SOUTHEAST CORNER OF THE TRACTOR SHED AND 0.6 FEET WEST OF A
 MK1966'METAL WITNESS POST.
 MK1966'
 MK1966'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SOLDIER 1948 NO 4
 MK1966'1974, CEMENTED IN DRILL HOLE IN CONCRETE SLAB AT EAST SIDE OF
 MK1966'A GARAGE AND BETWEEN THE TWO DOORS AT THE ENTRANCE OF GARAGE AND
 MK1966'6 INCHES EAST OF THE EAST EDGE OF THE BUILDING.
 MK1966'
 MK1966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 MK1966'SOUTHEAST OF TEKAMAH.
 MK1966
 MK1966                          STATION RECOVERY (1975)
 MK1966
 MK1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MK1966'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 MK1966'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN 1974.  A
 MK1966'NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE AND A POLARIS
 MK1966'OBSERVATION WAS MADE.  FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH
 MK1966'MARK.
 MK1966'
 MK1966'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SOLDIER
 MK1966'1948 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MK1966'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 1
 MK1966'FOOT WEST OF A METAL WITNESS POST AND 6 INCHES SOUTH OF AN EAST-WEST
 MK1966'FENCE.
 MK1966'
 MK1966'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A FIELD ROAD
 MK1966'ALONG THE SOUTH SIDE OF FENCE FOR 0.15 MILE TO THE MARK ON THE
 MK1966'RIGHT.
 MK1966'
 MK1966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 MK1966'SOUTHEAST OF TEKAMAH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1967 ***********************************************************************
 MK1967  DESIGNATION -  SOLDIER AZ MK 2
 MK1967  PID         -  MK1967
 MK1967  STATE/COUNTY-  NE/BURT
 MK1967  COUNTRY     -  US
 MK1967  USGS QUAD   -  MONDAMIN (2018)
 MK1967
 MK1967                         *CURRENT SURVEY CONTROL
 MK1967  ______________________________________________________________________
 MK1967* NAD 83(1995) POSITION- 41 43 46.32509(N) 096 06 50.80423(W)   ADJUSTED
 MK1967* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 MK1967  ______________________________________________________________________
 MK1967  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 MK1967  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 MK1967  HORZ ORDER      -  THIRD
 MK1967
 MK1967.The horizontal coordinates were established by classical geodetic methods
 MK1967.and adjusted by the National Geodetic Survey in August 1997.
 MK1967
 MK1967.The orthometric height was scaled from a topographic map.
 MK1967
 MK1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1967.GEOID18 height accuracy estimate available here.
 MK1967
 MK1967.Click photographs - Photos may exist for this station.
 MK1967
 MK1967.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1967
 MK1967. The following values were computed from the NAD 83(1995) position.
 MK1967
 MK1967;                    North         East     Units Scale Factor Converg.
 MK1967;SPC NE       -   217,788.799   823,091.745   MT  0.99966619   +2 34 30.6
 MK1967;SPC NE       -   714,528.75  2,700,426.83   sFT  0.99966619   +2 34 30.6
 MK1967;SPC NE       -   714,528.75  2,700,426.83   sFT  0.99966619   +2 34 30.6
 MK1967;SPC IA S     -   195,335.634   282,538.819   MT  0.99999089   -1 43 18.9
 MK1967;SPC IA S     -   640,863.66    926,962.78   sFT  0.99999089   -1 43 18.9
 MK1967;SPC NE       -   217,788.799   823,091.745   MT  0.99966619   +2 34 30.6
 MK1967;UTM  14      - 4,623,772.796   740,023.493   MT  1.00030900   +1 55 18.5
 MK1967
 MK1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1967!SPC NE       -   0.99995540  x   0.99966619  =   0.99962161
 MK1967!SPC IA S     -   0.99995540  x   0.99999089  =   0.99994629
 MK1967!SPC NE       -   0.99995540  x   0.99966619  =   0.99962161
 MK1967!UTM  14      -   0.99995540  x   1.00030900  =   1.00026439
 MK1967
 MK1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4002323772(NAD 83)
 MK1967
 MK1967                          SUPERSEDED SURVEY CONTROL
 MK1967
 MK1967  NAD 83(1986)-  41 43 46.32937(N)    096 06 50.80561(W) AD(       ) 3
 MK1967  NAD 27      -  41 43 46.37247(N)    096 06 49.75391(W) AD(       ) 3
 MK1967
 MK1967.Superseded values are not recommended for survey control.
 MK1967
 MK1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1967.See file dsdata.pdf to determine how the superseded data were derived.
 MK1967
 MK1967_MARKER: DR = REFERENCE MARK DISK
 MK1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1967_STAMPING: SOLDIER 1948 AZ 2 1975
 MK1967_MARK LOGO: NGS
 MK1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1967+STABILITY: SURFACE MOTION
 MK1967
 MK1967  HISTORY     - Date     Condition        Report By
 MK1967  HISTORY     - 1975     MONUMENTED       NGS
 MK1967
 MK1967                          STATION DESCRIPTION
 MK1967
 MK1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MK1967'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SOLDIER
 MK1967'1948 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MK1967'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 1
 MK1967'FOOT WEST OF A METAL WITNESS POST AND 6 INCHES SOUTH OF AN EAST-WEST
 MK1967'FENCE.
 MK1967'
 MK1967'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A FIELD ROAD
 MK1967'ALONG THE SOUTH SIDE OF FENCE FOR 0.15 MILE TO THE MARK ON THE
 MK1967'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0483 ***********************************************************************
 LJ0483  DESIGNATION -  SOMERSET
 LJ0483  PID         -  LJ0483
 LJ0483  STATE/COUNTY-  NE/LINCOLN
 LJ0483  COUNTRY     -  US
 LJ0483  USGS QUAD   -  SOMERSET (2017)
 LJ0483
 LJ0483                         *CURRENT SURVEY CONTROL
 LJ0483  ______________________________________________________________________
 LJ0483* NAD 83(1995) POSITION- 40 47 44.06525(N) 100 50 42.73094(W)   ADJUSTED
 LJ0483* NAVD 88 ORTHO HEIGHT -   913.    (meters)     2995.    (feet) SCALED
 LJ0483  ______________________________________________________________________
 LJ0483  GEOID HEIGHT    -        -22.777 (meters)                     GEOID18
 LJ0483  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LJ0483  HORZ ORDER      -  SECOND
 LJ0483
 LJ0483.The horizontal coordinates were established by classical geodetic methods
 LJ0483.and adjusted by the National Geodetic Survey in August 1997.
 LJ0483
 LJ0483.The orthometric height was scaled from a topographic map.
 LJ0483
 LJ0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0483.GEOID18 height accuracy estimate available here.
 LJ0483
 LJ0483.Click photographs - Photos may exist for this station.
 LJ0483
 LJ0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0483
 LJ0483. The following values were computed from the NAD 83(1995) position.
 LJ0483
 LJ0483;                    North         East     Units Scale Factor Converg.
 LJ0483;SPC NE       -   107,184.009   428,689.479   MT  0.99973485   -0 33 36.4
 LJ0483;SPC NE       -   351,652.87  1,406,458.73   sFT  0.99973485   -0 33 36.4
 LJ0483;UTM  14      - 4,517,702.238   344,333.132   MT  0.99989826   -1 12 21.0
 LJ0483
 LJ0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0483!SPC NE       -   0.99986031  x   0.99973485  =   0.99959520
 LJ0483!UTM  14      -   0.99986031  x   0.99989826  =   0.99975859
 LJ0483
 LJ0483:                Primary Azimuth Mark                     Grid Az
 LJ0483:SPC NE       -  SCHINLEY                                 005 18 18.1
 LJ0483:UTM  14      -  SCHINLEY                                 005 57 02.7
 LJ0483
 LJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4433317702(NAD 83)
 LJ0483
 LJ0483|---------------------------------------------------------------------|
 LJ0483| PID    Reference Object                     Distance      Geod. Az  |
 LJ0483|                                                           dddmmss.s |
 LJ0483| LJ0482 SCHINLEY                            APPROX.15.5 KM 0044441.7 |
 LJ0483| CO2415 SOMERSET RM 1                        12.229 METERS 07719     |
 LJ0483| CO2416 SOMERSET RM 2                        12.576 METERS 17434     |
 LJ0483| CO2414 SOMERSET AZ MK                                     3542334.2 |
 LJ0483|---------------------------------------------------------------------|
 LJ0483
 LJ0483                          SUPERSEDED SURVEY CONTROL
 LJ0483
 LJ0483  NAD 83(1986)-  40 47 44.06916(N)    100 50 42.73885(W) AD(       ) 2
 LJ0483  NAD 27      -  40 47 44.04264(N)    100 50 41.20420(W) AD(       ) 2
 LJ0483
 LJ0483.Superseded values are not recommended for survey control.
 LJ0483
 LJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0483.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0483
 LJ0483_MARKER: DS = TRIANGULATION STATION DISK
 LJ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0483_STAMPING: SOMERSET 1951
 LJ0483_MARK LOGO: CGS
 LJ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0483+STABILITY: SURFACE MOTION
 LJ0483
 LJ0483  HISTORY     - Date     Condition        Report By
 LJ0483  HISTORY     - 1951     MONUMENTED       CGS
 LJ0483  HISTORY     - 1968     GOOD             CGS
 LJ0483  HISTORY     - 1973     GOOD             USGS
 LJ0483
 LJ0483                          STATION DESCRIPTION
 LJ0483
 LJ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0483'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF WELLFLEET,
 LJ0483'2 MILES SOUTHEAST OF THE RAILROAD SIDING OF SOMERSET, 1.2
 LJ0483'MILES EAST-SOUTHEAST OF MR. LAKE SCHULTZS HOME AND 5 FEET
 LJ0483'SOUTHEAST OF A WITNESS POST.  IT IS ON THE HIGHEST POINT AND
 LJ0483'NEAR THE NORTH EDGE OF A GRASS COVERED RIDGE.  IT IS STAMPED
 LJ0483'SOMERSET 1951 AND PROJECTS 4 INCHES.
 LJ0483'
 LJ0483'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE
 LJ0483'STATION.  IT IS STAMPED SOMERSET NO 1 1951 AND PROJECTS 6
 LJ0483'INCHES.
 LJ0483'
 LJ0483'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 LJ0483'STATION.  IT IS STAMPED SOMERSET NO 2 1951 AND PROJECTS 6
 LJ0483'INCHES.
 LJ0483'
 LJ0483'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0483'NO. 2 IS 61.0 FEET.
 LJ0483'
 LJ0483'THE AZIMUTH MARK IS LOCATED 75 FEET NORTHEAST OF THE CENTER
 LJ0483'OF STATE HIGHWAY 23, 5 FEET NORTHEAST OF A POWER LINE POLE AND
 LJ0483'1.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED SOMERSET
 LJ0483'1951 AND PROJECTS 6 INCHES.
 LJ0483'
 LJ0483'TO REACH THE STATION FROM THE POST OFFICE IN WELLFLEET, GO
 LJ0483'NORTH ON A GRAVELED STREET FOR 0.35 MILE TO STATE HIGHWAY
 LJ0483'23.  TURN LEFT AND GO WEST AND NORTHWEST ON STATE HIGHWAY
 LJ0483'23 FOR 7.75 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 LJ0483'CONTINUE NORTHWEST ON STATE HIGHWAY 23 FOR 1.25 MILES TO A
 LJ0483'CROSSROAD JUST WEST OF A SCHOOLHOUSE, TURN LEFT AND GO SOUTH
 LJ0483'ON A DIRT ROAD FOR 2.0 TO A DRIVE WAY ON THE LEFT.  TURN
 LJ0483'LEFT AND GO EAST ON THE DRIVEWAY FOR 0.1 MILE TO MR. LAKE
 LJ0483'SCHULTZS HOME, PASS THROUGH A BOARD GATE JUST SOUTH OF A BARN
 LJ0483'AND GO EAST ABOUT 20 YARDS TO A WIRE GATE.  PASS THROUGH THE
 LJ0483'GATE AND CONTINUE EASTERLY ACROSS THE PASTURE FOR 0.7 MILE
 LJ0483'TO A DEEP WASH OUT, (A 4-WHEEL DRIVE TRUCK IS NEEDED TO
 LJ0483'CROSS THE WASH OUT.) CROSS THE WASH OUT AND CONTINUE
 LJ0483'EAST-NORTHEAST ACROSS THE PASTURE FOR 0.3 MILE TO A
 LJ0483'NORTH-SOUTH FENCE LINE.  CROSS THE FENCE AND CONTINUE
 LJ0483'EASTERLY FOR 0.1 MILE TO THE TOP OF THE RIDGE AND THE
 LJ0483'STATION AS DESCRIBED.
 LJ0483
 LJ0483                          STATION RECOVERY (1968)
 LJ0483
 LJ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0483'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LJ0483'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LJ0483'CONDITION.  STATE HIGHWAY 23 IS BEING MOVED TO THE NORTH OF
 LJ0483'ORIGINAL ROUTE.  THE AZIMUTH MARK WILL BE ALONG OLD HIGHWAY
 LJ0483'23.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH
 LJ0483'MARK.
 LJ0483'
 LJ0483'TO REACH THE STATION FROM THE CROSSROAD AT THE NORTH SIDE
 LJ0483'OF THE VILLAGE OF DICKENS, GO EAST ON STATE HIGHWAY 23 FOR 6.7
 LJ0483'MILES TO A CROSSROAD.  (CONTINUE EAST ON OLD HIGHWAY 23 FOR
 LJ0483'1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT AND
 LJ0483'GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A DRIVEWAY ON
 LJ0483'THE LEFT.  TURN LEFT AND GO EAST ON DRIVEWAY FOR 0.1 MILE TO
 LJ0483'MR. LAKE SCHULTZS HOME.  PASS THROUGH A BOARD GATE JUST SOUTH
 LJ0483'OF A BARN AND GO EAST FOR ABOUT 20 YARDS TO A WIRE GATE.  PASS
 LJ0483'THROUGH THE GATE AND CONTINUE EASTERLY ACROSS PASTURE FOR
 LJ0483'0.7 MILE TO A DEEP WASH OUT.  CROSS THE WASH OUT AND
 LJ0483'CONTINUE EAST-NORTHEAST ACROSS THE PASTURE FOR 0.3 MILE
 LJ0483'TO A NORTH-SOUTH FENCE LINE.  CROSS THE FENCE AND CONTINUE
 LJ0483'EASTERLY FOR 0.1 MILE TO THE TOP OF RIDGE AND THE
 LJ0483'STATION.
 LJ0483'
 LJ0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 LJ0483'MILES NORTHWEST OF WELLFLEET.
 LJ0483
 LJ0483                          STATION RECOVERY (1973)
 LJ0483
 LJ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0483'STATION MARK, R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION
 LJ0483'AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LJ0483'FOUND.  DISTANCE TO R.M. 1 CHECKED.  R.M. 2 MISSED -0.01 FT.
 LJ0483'BETWEEN R.M. 1 AND R.M. 2 MISSED +0.06 FT.
 LJ0483'
 LJ0483'DIRECTION TO R.M. 1 MISSED +101.88 SECONDS IN AZIMUTH.  R.M.
 LJ0483'2 MISSED +79.71 SECONDS IN AZIMUTH.
 LJ0483'
 LJ0483'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0524 ***********************************************************************
 LG0524  DESIGNATION -  SOUND
 LG0524  PID         -  LG0524
 LG0524  STATE/COUNTY-  NE/SEWARD
 LG0524  COUNTRY     -  US
 LG0524  USGS QUAD   -  STAPLEHURST (2017)
 LG0524
 LG0524                         *CURRENT SURVEY CONTROL
 LG0524  ______________________________________________________________________
 LG0524* NAD 83(1995) POSITION- 40 54 57.84613(N) 097 10 49.54422(W)   ADJUSTED
 LG0524* NAVD 88 ORTHO HEIGHT -   470.452 (meters)     1543.47  (feet) ADJUSTED
 LG0524  ______________________________________________________________________
 LG0524  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 LG0524  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LG0524  DYNAMIC HEIGHT  -        470.207 (meters)     1542.67  (feet) COMP
 LG0524  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LG0524
 LG0524  HORZ ORDER      -  SECOND
 LG0524  VERT ORDER      -  SECOND    CLASS 0
 LG0524
 LG0524.The horizontal coordinates were established by classical geodetic methods
 LG0524.and adjusted by the National Geodetic Survey in August 1997.
 LG0524
 LG0524.The orthometric height was determined by differential leveling and
 LG0524.adjusted by the NATIONAL GEODETIC SURVEY
 LG0524.in June 1991.
 LG0524
 LG0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0524.GEOID18 height accuracy estimate available here.
 LG0524
 LG0524.Click photographs - Photos may exist for this station.
 LG0524
 LG0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0524
 LG0524.The dynamic height is computed by dividing the NAVD 88
 LG0524.geopotential number by the normal gravity value computed on the
 LG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0524.degrees latitude (g = 980.6199 gals.).
 LG0524
 LG0524.The modeled gravity was interpolated from observed gravity values.
 LG0524
 LG0524. The following values were computed from the NAD 83(1995) position.
 LG0524
 LG0524;                    North         East     Units Scale Factor Converg.
 LG0524;SPC NE       -   124,084.422   737,415.120   MT  0.99971120   +1 52 06.7
 LG0524;SPC NE       -   407,100.31  2,419,336.11   sFT  0.99971120   +1 52 06.7
 LG0524;UTM  14      - 4,531,033.740   653,226.381   MT  0.99988898   +1 11 31.1
 LG0524
 LG0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0524!SPC NE       -   0.99993041  x   0.99971120  =   0.99964163
 LG0524!UTM  14      -   0.99993041  x   0.99988898  =   0.99981940
 LG0524
 LG0524:                Primary Azimuth Mark                     Grid Az
 LG0524:SPC NE       -  STAPLEHURST MUNICIPAL TANK               000 27 23.4
 LG0524:UTM  14      -  STAPLEHURST MUNICIPAL TANK               001 07 59.0
 LG0524
 LG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5322631033(NAD 83)
 LG0524
 LG0524|---------------------------------------------------------------------|
 LG0524| PID    Reference Object                     Distance      Geod. Az  |
 LG0524|                                                           dddmmss.s |
 LG0524| LG0771 STAPLEHURST MUNICIPAL TANK          APPROX. 6.4 KM 0021930.1 |
 LG0524| LG0525 SOUND RM 2                           14.002 METERS 27314     |
 LG0524| LG0523 SOUND RM 1                           19.628 METERS 35927     |
 LG0524|---------------------------------------------------------------------|
 LG0524
 LG0524                          SUPERSEDED SURVEY CONTROL
 LG0524
 LG0524  NAD 83(1986)-  40 54 57.85509(N)    097 10 49.54375(W) AD(       ) 2
 LG0524  NAD 27      -  40 54 57.82044(N)    097 10 48.39783(W) AD(       ) 2
 LG0524  NGVD 29 (??/??/92)  470.274  (m)         1542.89   (f) ADJ UNCH    2 0
 LG0524
 LG0524.Superseded values are not recommended for survey control.
 LG0524
 LG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0524.See file dsdata.pdf to determine how the superseded data were derived.
 LG0524
 LG0524_MARKER: DS = TRIANGULATION STATION DISK
 LG0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0524_STAMPING: SOUND 1961
 LG0524_MARK LOGO: CGS
 LG0524_PROJECTION: FLUSH
 LG0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0524+STABILITY: SURFACE MOTION
 LG0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0524+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2010
 LG0524
 LG0524  HISTORY     - Date     Condition        Report By
 LG0524  HISTORY     - 1961     MONUMENTED       CGS
 LG0524  HISTORY     - 1961     GOOD             CGS
 LG0524  HISTORY     - 1967     GOOD             USGS
 LG0524  HISTORY     - 20041220 GOOD             USGS
 LG0524  HISTORY     - 20060715 GOOD             JCLS
 LG0524  HISTORY     - 20100514 GOOD             INDIV
 LG0524
 LG0524                          STATION DESCRIPTION
 LG0524
 LG0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0524'THE STATION IS 4-1/2 MILES WEST OF SEWARD, 4 MILES SOUTH OF
 LG0524'STAPLEHURST AND 1 MILE NORTH OF U.S. HIGHWAY 34.
 LG0524'
 LG0524'TO REACH THE STATION FROM THE POST OFFICE IN SEWARD, DRIVE WEST
 LG0524'ON U.S. HIGHWAY 34 FOR 4.3 MILES TO A CROSS ROAD.  TURN RIGHT
 LG0524'AND DRIVE NORTH FOR 1.0 MILE TO A CROSS ROAD.  TURN LEFT AND
 LG0524'CONTINUE WEST FOR 0.15 MILE TO A GATE ON THE LEFT AND THE STATION.
 LG0524'
 LG0524'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 LG0524'STAMPED SOUND 1961.  THE SURFACE MARK IS SET IN THE TOP OF AN
 LG0524'8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LG0524'THE GROUND.  IT IS 32.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG0524'GRAVELED ROAD, 25.0 FEET WEST OF A POWERLINE POLE, 14.0 FEET
 LG0524'WEST OF THE CENTER OF THE ENTRANCE DRIVE INTO THE FIELD, 4.0
 LG0524'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 3.0 FEET
 LG0524'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 LG0524'
 LG0524'REFERENCE MARK 1, A STANDARD DISK STAMPED SOUND NO 1 1961, IS SET
 LG0524'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LG0524'THE SURFACE OF THE GROUND.  IT IS 33.0 FEET NORTH OF THE CENTER
 LG0524'OF THE GRAVELED ROAD AND 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LG0524'FENCE.
 LG0524'
 LG0524'REFERENCE MARK 2, A STANDARD DISK STAMPED SOUND NO 2 1961, IS SET
 LG0524'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LG0524'WITH THE SURFACE OF THE GROUND.  IT IS 30.0 FEET SOUTH OF THE
 LG0524'CENTER OF THE GRAVELED ROAD AND 1.0 FOOT SOUTH OF THE SOUTH
 LG0524'RIGHT-OF-WAY FENCE.
 LG0524'
 LG0524'AZIMUTH MARK WAS NOT SET AT THIS STATION.
 LG0524
 LG0524                          STATION RECOVERY (1961)
 LG0524
 LG0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0524'5.2 MI NW FROM SEWARD.
 LG0524'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0524'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0524'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 0.8 MILE NORTH ALONG A
 LG0524'PAVED ROAD LEADING TO MISSILE SITE, THENCE 0.15 MILE WEST ALONG
 LG0524'A DIRT ROAD, 32 FEET SOUTH OF THE CENTER OF A E-W GRAVEL ROAD,
 LG0524'25 FEET WEST OF A POWER POLE, 14 FEET WEST OF THE CENTER OF A
 LG0524'FARM ROAD, 4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 3
 LG0524'FEET SOUTH OF A E-W FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 LG0524'FLUSH WITH THE GROUND.
 LG0524
 LG0524                          STATION RECOVERY (1967)
 LG0524
 LG0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0524'DESCRIPTION IS ADEQUATE.  ALL MARKS FOUND IN GOOD CONDITION.
 LG0524
 LG0524                          STATION RECOVERY (2004)
 LG0524
 LG0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (BKW)
 LG0524'RECOVERED AS DESCRIBED
 LG0524
 LG0524                          STATION RECOVERY (2006)
 LG0524
 LG0524'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 LG0524'RECOVERED IN GOOD CONDITION.
 LG0524
 LG0524                          STATION RECOVERY (2010)
 LG0524
 LG0524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 LG0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0523 ***********************************************************************
 LG0523  DESIGNATION -  SOUND RM 1
 LG0523  PID         -  LG0523
 LG0523  STATE/COUNTY-  NE/SEWARD
 LG0523  COUNTRY     -  US
 LG0523  USGS QUAD   -  STAPLEHURST (2017)
 LG0523
 LG0523                         *CURRENT SURVEY CONTROL
 LG0523  ______________________________________________________________________
 LG0523* NAD 83(1986) POSITION- 40 54 58.48   (N) 097 10 49.55   (W)   HD_HELD1
 LG0523* NAVD 88 ORTHO HEIGHT -   470.403 (meters)     1543.31  (feet) ADJUSTED
 LG0523  ______________________________________________________________________
 LG0523  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 LG0523  DYNAMIC HEIGHT  -        470.159 (meters)     1542.51  (feet) COMP
 LG0523  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LG0523
 LG0523  VERT ORDER      -  SECOND    CLASS 0
 LG0523
 LG0523.The horizontal coordinates were determined by differentially corrected
 LG0523.hand held GPS observations or other comparable positioning techniques
 LG0523.and have an estimated accuracy of +/- 3 meters.
 LG0523
 LG0523.The orthometric height was determined by differential leveling and
 LG0523.adjusted by the NATIONAL GEODETIC SURVEY
 LG0523.in June 1991.
 LG0523
 LG0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0523.GEOID18 height accuracy estimate available here.
 LG0523
 LG0523.Click photographs - Photos may exist for this station.
 LG0523
 LG0523.The dynamic height is computed by dividing the NAVD 88
 LG0523.geopotential number by the normal gravity value computed on the
 LG0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0523.degrees latitude (g = 980.6199 gals.).
 LG0523
 LG0523.The modeled gravity was interpolated from observed gravity values.
 LG0523
 LG0523;                    North         East    Units  Estimated Accuracy
 LG0523;SPC NE       -   124,104.0     737,414.3     MT  (+/- 3 meters HH1 GPS) 
 LG0523
 LG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5322531053(NAD 83)
 LG0523
 LG0523                          SUPERSEDED SURVEY CONTROL
 LG0523
 LG0523  NGVD 29 (??/??/92)  470.225  (m)         1542.73   (f) ADJ UNCH    2 0
 LG0523
 LG0523.Superseded values are not recommended for survey control.
 LG0523
 LG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0523.See file dsdata.pdf to determine how the superseded data were derived.
 LG0523
 LG0523_MARKER: DR = REFERENCE MARK DISK
 LG0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0523_STAMPING: SOUND NO 1 1961
 LG0523_MARK LOGO: CGS
 LG0523_PROJECTION: FLUSH
 LG0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0523+STABILITY: SURFACE MOTION
 LG0523
 LG0523  HISTORY     - Date     Condition        Report By
 LG0523  HISTORY     - 1961     MONUMENTED       CGS
 LG0523
 LG0523                          STATION DESCRIPTION
 LG0523
 LG0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0523'5.2 MI NW FROM SEWARD.
 LG0523'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0523'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0523'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 0.8 MILE NORTH ALONG A
 LG0523'PAVED ROAD LEADING TO THE MISSILE SITE, THENCE 0.15 MILE WEST
 LG0523'ALONG A DIRT ROAD, 64.4 FEET NORTH OF THE STATION, 33 FEET
 LG0523'NORTH OF THE CENTER OF A E-W GRAVEL ROAD, 1 FOOT SOUTH OF A
 LG0523'E-W FENCE, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LG0523'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0525 ***********************************************************************
 LG0525  DESIGNATION -  SOUND RM 2
 LG0525  PID         -  LG0525
 LG0525  STATE/COUNTY-  NE/SEWARD
 LG0525  COUNTRY     -  US
 LG0525  USGS QUAD   -  STAPLEHURST (2017)
 LG0525
 LG0525                         *CURRENT SURVEY CONTROL
 LG0525  ______________________________________________________________________
 LG0525* NAD 83(1986) POSITION- 40 54 57.87   (N) 097 10 50.14   (W)   HD_HELD1
 LG0525* NAVD 88 ORTHO HEIGHT -   470.199 (meters)     1542.64  (feet) ADJUSTED
 LG0525  ______________________________________________________________________
 LG0525  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 LG0525  DYNAMIC HEIGHT  -        469.955 (meters)     1541.84  (feet) COMP
 LG0525  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LG0525
 LG0525  VERT ORDER      -  SECOND    CLASS 0
 LG0525
 LG0525.The horizontal coordinates were determined by differentially corrected
 LG0525.hand held GPS observations or other comparable positioning techniques
 LG0525.and have an estimated accuracy of +/- 3 meters.
 LG0525
 LG0525.The orthometric height was determined by differential leveling and
 LG0525.adjusted by the NATIONAL GEODETIC SURVEY
 LG0525.in June 1991.
 LG0525
 LG0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0525.GEOID18 height accuracy estimate available here.
 LG0525
 LG0525.Click photographs - Photos may exist for this station.
 LG0525
 LG0525.The dynamic height is computed by dividing the NAVD 88
 LG0525.geopotential number by the normal gravity value computed on the
 LG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0525.degrees latitude (g = 980.6199 gals.).
 LG0525
 LG0525.The modeled gravity was interpolated from observed gravity values.
 LG0525
 LG0525;                    North         East    Units  Estimated Accuracy
 LG0525;SPC NE       -   124,084.7     737,401.2     MT  (+/- 3 meters HH1 GPS) 
 LG0525
 LG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5321231034(NAD 83)
 LG0525
 LG0525                          SUPERSEDED SURVEY CONTROL
 LG0525
 LG0525  NGVD 29 (??/??/92)  470.021  (m)         1542.06   (f) ADJ UNCH    2 0
 LG0525
 LG0525.Superseded values are not recommended for survey control.
 LG0525
 LG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0525.See file dsdata.pdf to determine how the superseded data were derived.
 LG0525
 LG0525_MARKER: DR = REFERENCE MARK DISK
 LG0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0525_STAMPING: SOUND NO 2 1961
 LG0525_MARK LOGO: CGS
 LG0525_PROJECTION: FLUSH
 LG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0525+STABILITY: SURFACE MOTION
 LG0525
 LG0525  HISTORY     - Date     Condition        Report By
 LG0525  HISTORY     - 1961     MONUMENTED       CGS
 LG0525
 LG0525                          STATION DESCRIPTION
 LG0525
 LG0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0525'5.2 MI NW FROM SEWARD.
 LG0525'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0525'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0525'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 0.8 MILE NORTH ALONG A
 LG0525'PAVED ROAD LEADING TO MISSILE SITE, THENCE 0.15 MILE WEST ALONG
 LG0525'A DIRT ROAD, 45.96 FEET WEST OF THE STATION, 30 FEET SOUTH OF
 LG0525'THE CENTER OF A E-W GRAVEL ROAD, 1 FOOT SOUTH OF A E-W FENCE,
 LG0525'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0946 ***********************************************************************
 NM0946  DESIGNATION -  SOUTH BASE
 NM0946  PID         -  NM0946
 NM0946  STATE/COUNTY-  NE/DIXON
 NM0946  COUNTRY     -  US
 NM0946  USGS QUAD   -  PONCA (2017)
 NM0946
 NM0946                         *CURRENT SURVEY CONTROL
 NM0946  ______________________________________________________________________
 NM0946* NAD 83(1986) POSITION- 42 33 13.     (N) 096 39 29.     (W)   SCALED
 NM0946* NAVD 88 ORTHO HEIGHT -   340.095 (meters)     1115.80  (feet) ADJUSTED
 NM0946  ______________________________________________________________________
 NM0946  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 NM0946  DYNAMIC HEIGHT  -        339.988 (meters)     1115.44  (feet) COMP
 NM0946  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 NM0946
 NM0946  VERT ORDER      -  SECOND    CLASS 0
 NM0946
 NM0946.The horizontal coordinates were scaled from a map and have
 NM0946.an estimated accuracy of +/- 6 seconds.
 NM0946
 NM0946.The orthometric height was determined by differential leveling and
 NM0946.adjusted by the NATIONAL GEODETIC SURVEY
 NM0946.in June 1991.
 NM0946
 NM0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0946.GEOID18 height accuracy estimate available here.
 NM0946
 NM0946.Click photographs - Photos may exist for this station.
 NM0946
 NM0946.The dynamic height is computed by dividing the NAVD 88
 NM0946.geopotential number by the normal gravity value computed on the
 NM0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0946.degrees latitude (g = 980.6199 gals.).
 NM0946
 NM0946.The modeled gravity was interpolated from observed gravity values.
 NM0946
 NM0946;                    North         East    Units  Estimated Accuracy
 NM0946;SPC NE       -   307,340.      774,350.      MT  (+/- 180 meters Scaled)
 NM0946
 NM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN922139(NAD 83)
 NM0946
 NM0946                          SUPERSEDED SURVEY CONTROL
 NM0946
 NM0946  NGVD 29 (??/??/92)  339.920  (m)         1115.22   (f) ADJ UNCH    2 0
 NM0946
 NM0946.Superseded values are not recommended for survey control.
 NM0946
 NM0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0946.See file dsdata.pdf to determine how the superseded data were derived.
 NM0946
 NM0946_MARKER: DD = SURVEY DISK
 NM0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0946_MARK LOGO: USACE
 NM0946_PROJECTION: RECESSED 6 CENTIMETERS
 NM0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0946+STABILITY: SURFACE MOTION
 NM0946
 NM0946  HISTORY     - Date     Condition        Report By
 NM0946  HISTORY     - UNK      MONUMENTED       USACE
 NM0946  HISTORY     - 1948     GOOD             CGS
 NM0946  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0946
 NM0946                          STATION DESCRIPTION
 NM0946
 NM0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0946'2.6 MI E FROM PONCA.
 NM0946'0.05 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0946'CORNER OF THE CITY PARK AT PONCA, THENCE 0.05 MILE EAST ALONG
 NM0946'A PAVED STREET, THENCE 2.5 MILES EASTERLY ALONG A DIRT ROAD,
 NM0946'ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH AND WEST,
 NM0946'39.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 NM0946'49.0 FEET NORTH OF THE PROJECTED CENTER LINE OF THE WEST TANGENT,
 NM0946'26.0 FEET EAST OF THE CENTER LINE OF THE NORTH TANGENT, 0.8 FOOT
 NM0946'EAST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, A CORPS
 NM0946'OF ENGINEERS BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 NM0946'ABOUT 0.2 FOOT BELOW GROUND LEVEL.
 NM0946
 NM0946                          STATION RECOVERY (2020)
 NM0946
 NM0946'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0946'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0496 ***********************************************************************
 LJ0496  DESIGNATION -  SOUTHWICK
 LJ0496  PID         -  LJ0496
 LJ0496  STATE/COUNTY-  NE/DUNDY
 LJ0496  COUNTRY     -  US
 LJ0496  USGS QUAD   -  ARROWHEAD LAKE (2017)
 LJ0496
 LJ0496                         *CURRENT SURVEY CONTROL
 LJ0496  ______________________________________________________________________
 LJ0496* NAD 83(1995) POSITION- 40 08 51.07821(N) 101 36 00.98516(W)   ADJUSTED
 LJ0496* NAVD 88 ORTHO HEIGHT -   975.    (meters)     3199.    (feet) SCALED
 LJ0496  ______________________________________________________________________
 LJ0496  GEOID HEIGHT    -        -22.956 (meters)                     GEOID18
 LJ0496  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 LJ0496  HORZ ORDER      -  FIRST
 LJ0496
 LJ0496.The horizontal coordinates were established by classical geodetic methods
 LJ0496.and adjusted by the National Geodetic Survey in August 1997.
 LJ0496
 LJ0496.The orthometric height was scaled from a topographic map.
 LJ0496
 LJ0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0496.GEOID18 height accuracy estimate available here.
 LJ0496
 LJ0496.Click photographs - Photos may exist for this station.
 LJ0496
 LJ0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0496
 LJ0496. The following values were computed from the NAD 83(1995) position.
 LJ0496
 LJ0496;                    North         East     Units Scale Factor Converg.
 LJ0496;SPC NE       -    36,147.758   363,657.420   MT  0.99993658   -1 03 37.8
 LJ0496;SPC NE       -   118,594.77  1,193,099.39   sFT  0.99993658   -1 03 37.8
 LJ0496;UTM  14      - 4,447,372.697   278,506.833   MT  1.00020397   -1 40 38.0
 LJ0496
 LJ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0496!SPC NE       -   0.99985061  x   0.99993658  =   0.99978720
 LJ0496!UTM  14      -   0.99985061  x   1.00020397  =   1.00005455
 LJ0496
 LJ0496:                Primary Azimuth Mark                     Grid Az
 LJ0496:SPC NE       -  SOUTHWICK AZ MK                          279 45 45.2
 LJ0496:UTM  14      -  SOUTHWICK AZ MK                          280 22 45.4
 LJ0496
 LJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7850647372(NAD 83)
 LJ0496
 LJ0496|---------------------------------------------------------------------|
 LJ0496| PID    Reference Object                     Distance      Geod. Az  |
 LJ0496|                                                           dddmmss.s |
 LJ0496| CP8670 SOUTHWICK RM 1                       36.835 METERS 13927     |
 LJ0496| CP8671 SOUTHWICK RM 2                       46.438 METERS 24009     |
 LJ0496| CP8669 SOUTHWICK AZ MK                                    2784207.4 |
 LJ0496|---------------------------------------------------------------------|
 LJ0496
 LJ0496                          SUPERSEDED SURVEY CONTROL
 LJ0496
 LJ0496  NAD 83(1986)-  40 08 51.07708(N)    101 36 00.98642(W) AD(       ) 1
 LJ0496  NAD 27      -  40 08 51.10500(N)    101 35 59.37500(W) AD(       ) 1
 LJ0496
 LJ0496.Superseded values are not recommended for survey control.
 LJ0496
 LJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0496.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0496
 LJ0496_MARKER: DS = TRIANGULATION STATION DISK
 LJ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0496_STAMPING: SOUTHWICK 1935
 LJ0496_MARK LOGO: CGS
 LJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0496+STABILITY: SURFACE MOTION
 LJ0496
 LJ0496  HISTORY     - Date     Condition        Report By
 LJ0496  HISTORY     - 1935     MONUMENTED       CGS
 LJ0496  HISTORY     - 1959     GOOD             USGS
 LJ0496
 LJ0496                          STATION DESCRIPTION
 LJ0496
 LJ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0496'THE STATION IS LOCATED 7 MILES NORTH AND 4 MILES WEST OF THE
 LJ0496'TOWN OF BENKELMAN, NEBRASKA, ON A PROMINENT SANDY, GRASS COVERED,
 LJ0496'PASTURE KNOLL, THE HIGHEST IN THE VICINITY, 1-1/2 MILES EAST OF
 LJ0496'THE PLEASANT VALLEY CHURCH, 1/4 MILE SOUTHWEST OF THE FARMHOUSE
 LJ0496'AND BUILDINGS OF MR. E.S. EDWARDS.  THE LAND UPON WHICH IT IS
 LJ0496'SITUATED IS OWNED BY A MR. SOUTHWICK OF IOWA, AND IS MANAGED
 LJ0496'BY MR. STILLSBOROUGH OF BENKELMAN.  THE STATION IS IN THE
 LJ0496'NORTHWEST QUARTER OF SEC. 15, T. 2 N., R. 38 W.
 LJ0496'
 LJ0496'THE STATION MARK LIES 250 FEET SOUTH OF A
 LJ0496'GRADED SECTION-LINE ROAD, ON THE HIGHEST POINT OF THE KNOLL.
 LJ0496'
 LJ0496'REFERENCE MARK NO. 1 LIES SOUTHWEST OF THE STATION,
 LJ0496'ON THE SAME KNOLL AS THE STATION, ON A SLIGHT SLOPE TO THE
 LJ0496'SOUTHWEST.  IT PROJECTS 4 INCHES.
 LJ0496'
 LJ0496'REFERENCE MARK NO. 2 LIES SOUTHEAST OF THE STATION,
 LJ0496'ON A SMALL SOUTHEAST FINGER OF THE STATION KNOLL.  IT PROJECTS
 LJ0496'4 INCHES.
 LJ0496'
 LJ0496'THE AZIMUTH MARK LIES EAST BY NORTH OF THE STATION,
 LJ0496'0.1 MILE EAST OF A SECTION-LINE CROSS ROAD, AND 19 FEET SOUTH
 LJ0496'OF THE CENTERLINE OF THE GRADED EAST-WEST SECTION-LINE ROAD
 LJ0496'WHICH LIES NORTH OF THE STATION.  IT PROJECTS 4 INCHES.
 LJ0496'
 LJ0496'A 4-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0496
 LJ0496                          STATION RECOVERY (1959)
 LJ0496
 LJ0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0496'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 LJ0496'
 LJ0496'THE AZIMUTH MARK IS UPRIGHT IN THE MIDDLE OF A DITCH PROJECTING
 LJ0496'ABOUT A FOOT ABOVE THE GROUND AND THE ARROW TO THE STATION ROTATED
 LJ0496'APPROXIMATELY 180 DEGREES.  POLARIS OBSERVATION REVEALED THAT
 LJ0496'IT WAS MOVED FROM ITS ORIGINAL LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1108 ***********************************************************************
 LF1108  CBN         -  This is a Cooperative Base Network Control Station.
 LF1108  DESIGNATION -  SPANGLER
 LF1108  PID         -  LF1108
 LF1108  STATE/COUNTY-  NE/CASS
 LF1108  COUNTRY     -  US
 LF1108  USGS QUAD   -  MURRAY (2017)
 LF1108
 LF1108                         *CURRENT SURVEY CONTROL
 LF1108  ______________________________________________________________________
 LF1108* NAD 83(2011) POSITION- 40 54 01.22622(N) 095 57 33.13613(W)   ADJUSTED
 LF1108* NAD 83(2011) ELLIP HT-   357.962 (meters)        (06/27/12)   ADJUSTED
 LF1108* NAD 83(2011) EPOCH   -  2010.00
 LF1108* NAVD 88 ORTHO HEIGHT -   385.357 (meters)     1264.29  (feet) ADJUSTED
 LF1108  ______________________________________________________________________
 LF1108  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 LF1108  NAD 83(2011) X  -   -501,256.473 (meters)                     COMP
 LF1108  NAD 83(2011) Y  - -4,802,024.425 (meters)                     COMP
 LF1108  NAD 83(2011) Z  -  4,154,298.540 (meters)                     COMP
 LF1108  LAPLACE CORR    -        -10.12  (seconds)                    DEFLEC18
 LF1108  DYNAMIC HEIGHT  -        385.192 (meters)     1263.75  (feet) COMP
 LF1108  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 LF1108
 LF1108  VERT ORDER      -  SECOND    CLASS 0
 LF1108
 LF1108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1108  Standards:
 LF1108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1108  -------------------------------------------------------------------
 LF1108  NETWORK    0.37   0.90           0.17   0.12   0.46      0.00889755
 LF1108  -------------------------------------------------------------------
 LF1108  Click here for local accuracies and other accuracy information.
 LF1108
 LF1108.The horizontal coordinates were established by GPS observations
 LF1108.and adjusted by the National Geodetic Survey in June 2012.
 LF1108
 LF1108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1108.been affixed to the stable North American tectonic plate. See 
 LF1108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1108
 LF1108.The horizontal coordinates are valid at the epoch date displayed above
 LF1108.which is a decimal equivalence of Year/Month/Day.
 LF1108
 LF1108.The orthometric height was determined by differential leveling and
 LF1108.adjusted by the NATIONAL GEODETIC SURVEY
 LF1108.in June 1991.
 LF1108
 LF1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1108.GEOID18 height accuracy estimate available here.
 LF1108
 LF1108.Click photographs - Photos may exist for this station.
 LF1108
 LF1108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1108
 LF1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1108
 LF1108.The ellipsoidal height was determined by GPS observations
 LF1108.and is referenced to NAD 83.
 LF1108
 LF1108.The dynamic height is computed by dividing the NAVD 88
 LF1108.geopotential number by the normal gravity value computed on the
 LF1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1108.degrees latitude (g = 980.6199 gals.).
 LF1108
 LF1108.The modeled gravity was interpolated from observed gravity values.
 LF1108
 LF1108. The following values were computed from the NAD 83(2011) position.
 LF1108
 LF1108;                    North         East     Units Scale Factor Converg.
 LF1108;SPC NE       -   126,419.570   840,263.373   MT  0.99971404   +2 40 40.2
 LF1108;SPC NE       -   414,761.54  2,756,764.08   sFT  0.99971404   +2 40 40.2
 LF1108;UTM  15      - 4,531,910.626   250,735.879   MT  1.00036480   -1 56 18.7
 LF1108;UTM  14      - 4,532,146.487   756,137.737   MT  1.00040757   +1 59 31.3
 LF1108
 LF1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1108!SPC NE       -   0.99994385  x   0.99971404  =   0.99965791
 LF1108!UTM  15      -   0.99994385  x   1.00036480  =   1.00030863
 LF1108!UTM  14      -   0.99994385  x   1.00040757  =   1.00035140
 LF1108
 LF1108:                Primary Azimuth Mark                     Grid Az
 LF1108:SPC NE       -  SPANGLER AZ MK 2                         085 57 37.7
 LF1108:UTM  15      -  SPANGLER AZ MK 2                         090 34 36.6
 LF1108:UTM  14      -  SPANGLER AZ MK 2                         086 38 46.6
 LF1108
 LF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5073531910(NAD 83)
 LF1108
 LF1108|---------------------------------------------------------------------|
 LF1108| PID    Reference Object                     Distance      Geod. Az  |
 LF1108|                                                           dddmmss.s |
 LF1108| MJ1250 AIRWAY BEACON 0                     APPROX.44.2 KM 0123204.2 |
 LF1108| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX.14.5 KM 0244131.5 |
 LF1108| LF1428 MURRAY MUNICIPAL TANK               APPROX. 3.0 KM 0553158.3 |
 LF1108| MJ1205 AIRWAY BN 14 FLASH RED WHITE        APPROX.22.9 KM 0603950.0 |
 LF1108| LF1109 SPANGLER RM 1                        43.705 METERS 08719     |
 LF1108| CL7638 SPANGLER AZ MK 2                                   0883817.9 |
 LF1108| CL7637 SPANGLER AZ MK                                     0893832.3 |
 LF1108| LF1427 UNION MUNICIPAL TANK                APPROX.10.4 KM 1621944.5 |
 LF1108| CL7639 SPANGLER RM 2                        34.158 METERS 30457     |
 LF1108| CL7640 SPANGLER RM 2 RESET                  36.049 METERS 30928     |
 LF1108| MK1998 AIRWAY BN 87 FLASH RED WHITE        APPROX.35.8 KM 3195149.6 |
 LF1108| CL7641 SPANGLER RM 3                        27.633 METERS 32313     |
 LF1108|---------------------------------------------------------------------|
 LF1108
 LF1108                          SUPERSEDED SURVEY CONTROL
 LF1108
 LF1108  NAD 83(2007)-  40 54 01.22623(N)    095 57 33.13669(W) AD(2002.00) 0
 LF1108  ELLIP H (02/10/07)  357.982  (m)                       GP(2002.00)    
 LF1108  ELLIP H (07/10/01)  357.967  (m)                       GP(       ) 4 1
 LF1108  NAD 83(1995)-  40 54 01.22608(N)    095 57 33.13605(W) AD(       ) B
 LF1108  ELLIP H (06/25/96)  358.045  (m)                       GP(       ) 1 1
 LF1108  NAD 83(1986)-  40 54 01.23430(N)    095 57 33.13143(W) AD(       ) 1
 LF1108  NAD 27      -  40 54 01.23594(N)    095 57 32.09844(W) AD(       ) 1
 LF1108  NAVD 88             385.36   (m)         1264.3    (f) LEVELING    3  
 LF1108  NGVD 29 (??/??/92)  385.253  (m)         1263.95   (f) ADJ UNCH    2 0
 LF1108  NGVD 29             385.25   (m)         1263.9    (f) LEVELING    3  
 LF1108
 LF1108.Superseded values are not recommended for survey control.
 LF1108
 LF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1108.See file dsdata.pdf to determine how the superseded data were derived.
 LF1108
 LF1108_MARKER: DS = TRIANGULATION STATION DISK
 LF1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1108_STAMPING: SPANGLER 1934
 LF1108_MARK LOGO: CGS
 LF1108_PROJECTION: FLUSH
 LF1108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LF1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1108+STABILITY: SURFACE MOTION
 LF1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1108+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2020
 LF1108
 LF1108  HISTORY     - Date     Condition        Report By
 LF1108  HISTORY     - 1934     MONUMENTED       CGS
 LF1108  HISTORY     - 1950     GOOD             CGS
 LF1108  HISTORY     - 1961     GOOD             CGS
 LF1108  HISTORY     - 1975     GOOD             LOCENG
 LF1108  HISTORY     - 1977     GOOD             NGS
 LF1108  HISTORY     - 19800315 GOOD             NGS
 LF1108  HISTORY     - 19890921 GOOD             NGS
 LF1108  HISTORY     - 19950329 GOOD             NGS
 LF1108  HISTORY     - 19970121 GOOD             NGS
 LF1108  HISTORY     - 19980315 GOOD
 LF1108  HISTORY     - 20000612 GOOD             NEDR
 LF1108  HISTORY     - 20100507 GOOD             INDIV
 LF1108  HISTORY     - 20200227 GOOD             NEGS
 LF1108
 LF1108                          STATION DESCRIPTION
 LF1108
 LF1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1108'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE NORTHWEST
 LF1108'QUARTER OF SEC. 28, T. 11 N., R. 13 E., ABOUT 1-1/2 MILES WEST
 LF1108'AND 1 MILE SOUTH OF MURRAY, A SMALL TOWN ON THE MISSOURI PACIFIC
 LF1108'LINES, 1.0 MILE WEST OF U.S. HIGHWAY 75 AND ON STATE HIGHWAY 1,
 LF1108'ON FLAT LAND OWNED BY ELIAZABETH SPANGLER, 6 FEET WEST OF
 LF1108'HALF-SECTION-LINE FENCE, 30 FEET SOUTH OF CENTER LINE OF ROAD.
 LF1108'SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 LF1108'AND 7A.
 LF1108'
 LF1108'TO REACH FROM SECTION CORNER ON THE WEST EDGE OF MURRAY, GO WEST
 LF1108'ON STATE HIGHWAY 1, FOR ONE-HALF MILE, TURN LEFT AND GO SOUTH
 LF1108'ON DIRT ROAD 1.0 MILE, TURN RIGHT AND GO WEST ON DIRT ROAD 1.0
 LF1108'MILE, TO HALF-SECTION LINE FENCE AND STATION.
 LF1108'
 LF1108'REFERENCE MARK NO. 1 IS EAST OF STATION 43.705 METERS
 LF1108'(143.39 FEET) IN EAST-WEST FENCE LINE.
 LF1108'
 LF1108'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION 34.158
 LF1108'METERS (112.07 FEET) NORTH OF EAST-WEST ROAD, IN FENCE LINE.
 LF1108'
 LF1108'AZIMUTH MARK IS 1.0 MILE EAST OF STATION, IN FENCE LINE
 LF1108'ON SOUTH SIDE OF ROAD.
 LF1108'
 LF1108'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LF1108
 LF1108                          STATION RECOVERY (1950)
 LF1108
 LF1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LF1108'2.7 MI SW FROM MURRAY.
 LF1108'0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT MURRAY,
 LF1108'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1108'A DIRT ROAD, AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF
 LF1108'SECTION 28, TOWNSHIP 11 NORTH, RANGE 13 EAST, 35 FEET SOUTH OF THE
 LF1108'CENTER LINE OF THE ROAD, 11.4 FEET SOUTHWEST OF A FENCE CORNER,
 LF1108'8.7 FEET WEST OF A NORTH AND SOUTH FENCE, 8 FEET SOUTH OF AN
 LF1108'EAST AND WEST FENCE, 11 FEET SOUTHEAST OF A WITNESS POST, SET IN
 LF1108'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1108
 LF1108                          STATION RECOVERY (1961)
 LF1108
 LF1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LF1108'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LF1108'DESCRIBED, APPARENTLY REFERENCE MARK 2 HAD BEEN RESET AS A LARGE
 LF1108'DISCREPANCY WAS FOUND IN THE DISTANCE AND THE DIRECTION TO THE
 LF1108'MARK.  A NEW REFERENCE MARK 3 WAS SET, ALSO THE AZIMUTH MARK HAD
 LF1108'BEEN DESTROYED AND A NEW MARK WAS SET AT THIS TIME.
 LF1108'
 LF1108'LOCATED ABOUT 6 MILES NORTHWEST OF UNION, 1-1/2 MILES SOUTHWEST
 LF1108'OF MURRAY AND 1-1/2 MILES WEST OF U.S. HIGHWAY 75.
 LF1108'
 LF1108'REACHED FROM THE POST OFFICE IN MURRAY, GO WEST ON STATE HIGHWAY
 LF1108'1 FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 LF1108'AND WEST FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LF1108'STRAIGHT AHEAD FOR 0.6 MILE TO THE STATION MARK ON THE LEFT.
 LF1108'
 LF1108'STATION MARKS ARE STANDARD DISKS STAMPED SPANGLER 1934, THE
 LF1108'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LF1108'THAT PROJECTS 2 INCHES.  IT IS 90 FEET SOUTHWEST OF A POWERLINE
 LF1108'POLE NO 358, 41 FEET SOUTH OF THE CENTER OF THE EAST-WEST SECTION
 LF1108'LINE ROAD, 11 FEET SOUTHWEST OF A FENCE CORNER AND 1-1/2 FEET
 LF1108'SOUTH OF A METAL WITNESS POST WITH SIGN.
 LF1108'
 LF1108'REFERENCE MARK 1, A STANDARD DISK STAMPED SPANGLER NO 1 1934, SET
 LF1108'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 LF1108'INCHES.  IT IS 33.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LF1108'SECTION LINE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 LF1108'
 LF1108'REFERENCE MARK 2, A STANDARD DISK STAMPED SPANGLER NO 2 1934, SET
 LF1108'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 18
 LF1108'INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LF1108'SECTION LINE ROAD.
 LF1108'
 LF1108'REFERENCE MARK 3, A STANDARD DISK STAMPED SPANGLER NO 3 1934, SET IN
 LF1108'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 LF1108'INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LF1108'SECTION LINE ROAD, 1-1/2 FEET WEST OF A TELEPHONE POLE AND 1/2
 LF1108'FOOT SOUTH OF A EAST-WEST FENCE LINE.
 LF1108'
 LF1108'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 244.17 FEET.  (74.423M)
 LF1108'
 LF1108'THE DISTANCE BETWEEN R.M. 2 AND R.M. 3 IS 37.08 FEET.  (11.302M)
 LF1108'
 LF1108'THE DISTANCE BETWEEN R.M. 1 AND R.M. 3 IS 208.08 FEET. (63.422M)
 LF1108'
 LF1108'AZIMUTH MARK, A STANDARD DISK STAMPED SPANGLER 1934 RESET 1961,
 LF1108'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 LF1108'PROJECTS 4 INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF THE
 LF1108'EAST-WEST SECTION LINE ROAD, 1-1/2 FEET NORTH OF A METAL WITNESS
 LF1108'POST WITH SIGN AND 1 FOOT WEST OF A POWERLINE POLE.
 LF1108'
 LF1108'PICTURE POINT, POINT OBSERVED ON WAS THE SOUTHEAST CORNER OF BARN.
 LF1108
 LF1108                          STATION RECOVERY (1975)
 LF1108
 LF1108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LF1108'SPANGLER RECOVERED GOOD COVERED WITH 0.3 FT SOIL.
 LF1108'
 LF1108'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI SW OF MURRAY,
 LF1108'NEBR.
 LF1108
 LF1108                          STATION RECOVERY (1977)
 LF1108
 LF1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LF1108'STATION, REF NO. 1, REF NO. 2, REF NO. 3 AND AZIMUTH FOUND IN GOOD
 LF1108'CONDITION AS DESCRIBED.
 LF1108'
 LF1108'NEAREST TOWN--MURRAY.
 LF1108
 LF1108                          STATION RECOVERY (1980)
 LF1108
 LF1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1108'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF MURRAY, 1.6
 LF1108'KM (1.00 MI) SOUTH OF STATE HIGHWAY 1, 0.15 KM (0.10 MI) EAST OF SOME
 LF1108'FARM BUILDINGS AND STORAGE SILOS, AT THE EDGE OF A CULTIVATED FIELD,
 LF1108'ON THE WEST SIDE OF AN OVERHEAD TRANSMISSION LINE.
 LF1108'OWNERSHIP--UNKNOWN, MAY BE ON RIGHT-OF-WAY EDGE.
 LF1108'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 34, 75 AND STATE
 LF1108'HIGHWAY 1, ABOUT 1.61 KM (1.00 MI) EAST OF MURRAY, GO WEST ON STATE
 LF1108'HIGHWAY 1 FOR 1.12 KM (0.70 MI) TO A BRIDGE OVER THE RAILROAD TRACKS
 LF1108'IN MURRAY.  CONTINUE WEST ON STATE HIGHWAY 1 FOR 1.29 KM (0.80 MI) TO
 LF1108'A DIRT ROAD LEFT.  TURN LEFT AND GO SOUTH, THEN WEST ALONG THE DIRT
 LF1108'ROAD FOR 3.2 KM (2.00 MI) TO HIGH GROUND, THE TRANSMISSION LINE AND
 LF1108'THE STATION ON THE LEFT.
 LF1108'THE STATION IS ABOUT 10 CM BELOW THE GROUND LEVEL.  IT IS 29.9 M
 LF1108'(98.1 FT) SOUTHWEST OF THE EAST 1 OF 2 TRANSMISSION POLES, 28.6 M
 LF1108'(93.8 FT) SOUTHWEST OF THE WEST 1 OF 2 TRANSMISSION POLES, 11.8 M
 LF1108'(38.7 FT) SOUTH OF THE APPROXIMATE ROAD CENTER, 2.8 M (9.2 FT) WEST OF
 LF1108'THE EXTENDED FENCE LINE ACROSS THE ROAD, 0.6 M (2.0 FT) SOUTH OF A
 LF1108'METAL WITNESS POST AND 0.3 M (1.0 FT) WEST OF A CARSONITE WITNESS
 LF1108'POST.
 LF1108'DESCRIBED BY R.D.BALL.
 LF1108
 LF1108                          STATION RECOVERY (1989)
 LF1108
 LF1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1108'RECOVERED IN GOOD CONDITION.
 LF1108
 LF1108                          STATION RECOVERY (1995)
 LF1108
 LF1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LF1108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 75 WITH
 LF1108'STATE HIGHWAY 1, 1.0 MI (1.6 KM) EAST FROM MURRAY, GO WEST ON HIGHWAY
 LF1108'1 FOR 1.5 MI (2.4 KM) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND
 LF1108'GO SOUTH FOR 1.0 MI (1.6 KM) TO A CURVE RIGHT. CONTINUE WEST FOR 1.0
 LF1108'MI (1.6 KM) TO AN OVERHEAD POWERLINE CROSSING AND THE MARK ON THE
 LF1108'LEFT, JUST WEST OF OVERHEAD POWERLINE, ON THE SOUTH RIGHT-OF-WAY OF
 LF1108'THE ROAD, IN THE NW1/4, SEC28, T11N, R13E.  THE DISK IS SET INTO THE
 LF1108'TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.3 FT (9.1
 LF1108'CM) BELOW THE GROUND.  IT IS 98.1 FT (29.9 M) SOUTHWEST OF THE EAST
 LF1108'ONE OF A SET OF CONNECTED POWERLINE POLES, 93.8 FT (28.6 M) SOUTHWEST
 LF1108'OF THE WEST POLE, 38.5 FT (11.7 M) SOUTH FROM THE CENTERLINE OF THE
 LF1108'ROAD, 9.0 FT (2.7 M) WEST FROM THE EXTENDED CENTERLINE OF A FENCE
 LF1108'LEADING NORTH THAT IS ACROSS THE ROAD FROM THE MARK, 2.0 FT (0.6 M)
 LF1108'SOUTH OF A WITNESS POST AND 1.0 FT (0.3 M) WEST FROM A WITNESS POST.
 LF1108
 LF1108                          STATION RECOVERY (1997)
 LF1108
 LF1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 LF1108'RECOVERED AS DESCRIBED.
 LF1108
 LF1108                          STATION RECOVERY (1998)
 LF1108
 LF1108'RECOVERED 1998
 LF1108'RECOVERED IN GOOD CONDITION.
 LF1108
 LF1108                          STATION RECOVERY (2000)
 LF1108
 LF1108'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LF1108'RECOVERED AS DESCRIBED.
 LF1108
 LF1108                          STATION RECOVERY (2010)
 LF1108
 LF1108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 LF1108'RECOVERED IN GOOD CONDITION.
 LF1108
 LF1108                          STATION RECOVERY (2020)
 LF1108
 LF1108'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LF1108'TO REACH FROM THE INTERSECTION OF 42ND STREET AND HIGHWAY 1 NEAR THE
 LF1108'CONESTOGA JR/SR HIGH SCHOOL TURN SOUTH ON 42ND STREET.  TRAVEL SOUTH
 LF1108'ONE MILE TO THE INTERSECTION OF 42ND STREET AND MCKELVIE ROAD.  TURN
 LF1108'EAST ON MCKELVIE ROAD AND TRAVEL 1 MI (1.6 KM) TO THE MARK ON THE
 LF1108'RIGHT.
 LF1108'
 LF1108'IT IS LOCATED IN THE SOUTH R.O.W., 39 FT (11.9 M) SOUTH OF THE
 LF1108'CENTERLINE OF MCKELVIE ROAD, 12 FT (3.7 M) SOUTH-SOUTHWEST OF A
 LF1108'REDHEAD IN 1/2 SECTION WOODEN POST AND 1.3 FT (0.4 M) WEST OF AN
 LF1108'ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1109 ***********************************************************************
 LF1109  DESIGNATION -  SPANGLER RM 1
 LF1109  PID         -  LF1109
 LF1109  STATE/COUNTY-  NE/CASS
 LF1109  COUNTRY     -  US
 LF1109  USGS QUAD   -  MURRAY (2017)
 LF1109
 LF1109                         *CURRENT SURVEY CONTROL
 LF1109  ______________________________________________________________________
 LF1109* NAD 83(1986) POSITION- 40 54 01.29   (N) 095 57 31.27   (W)   HD_HELD1
 LF1109* NAVD 88 ORTHO HEIGHT -   384.902 (meters)     1262.80  (feet) ADJUSTED
 LF1109  ______________________________________________________________________
 LF1109  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 LF1109  DYNAMIC HEIGHT  -        384.738 (meters)     1262.26  (feet) COMP
 LF1109  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 LF1109
 LF1109  VERT ORDER      -  SECOND    CLASS 0
 LF1109
 LF1109.The horizontal coordinates were determined by differentially corrected
 LF1109.hand held GPS observations or other comparable positioning techniques
 LF1109.and have an estimated accuracy of +/- 3 meters.
 LF1109
 LF1109.The orthometric height was determined by differential leveling and
 LF1109.adjusted by the NATIONAL GEODETIC SURVEY
 LF1109.in June 1991.
 LF1109
 LF1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1109.GEOID18 height accuracy estimate available here.
 LF1109
 LF1109.Click photographs - Photos may exist for this station.
 LF1109
 LF1109.The dynamic height is computed by dividing the NAVD 88
 LF1109.geopotential number by the normal gravity value computed on the
 LF1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1109.degrees latitude (g = 980.6199 gals.).
 LF1109
 LF1109.The modeled gravity was interpolated from observed gravity values.
 LF1109
 LF1109;                    North         East    Units  Estimated Accuracy
 LF1109;SPC NE       -   126,423.6     840,306.9     MT  (+/- 3 meters HH1 GPS) 
 LF1109
 LF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5077931911(NAD 83)
 LF1109
 LF1109                          SUPERSEDED SURVEY CONTROL
 LF1109
 LF1109  NGVD 29 (??/??/92)  384.798  (m)         1262.46   (f) ADJ UNCH    2 0
 LF1109
 LF1109.Superseded values are not recommended for survey control.
 LF1109
 LF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1109.See file dsdata.pdf to determine how the superseded data were derived.
 LF1109
 LF1109_MARKER: DR = REFERENCE MARK DISK
 LF1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1109_STAMPING: SPANGLER NO 1 1934
 LF1109_MARK LOGO: CGS
 LF1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1109+STABILITY: SURFACE MOTION
 LF1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1109+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 LF1109
 LF1109  HISTORY     - Date     Condition        Report By
 LF1109  HISTORY     - 1934     MONUMENTED       CGS
 LF1109  HISTORY     - 1950     GOOD             CGS
 LF1109  HISTORY     - 20060221 GOOD             NEDR
 LF1109
 LF1109                          STATION DESCRIPTION
 LF1109
 LF1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1109'2.7 MI SW FROM MURRAY.
 LF1109'0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT MURRAY,
 LF1109'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1109'A DIRT ROAD, NEAR THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF
 LF1109'SECTION 28, TOWNSHIP 11 NORTH, RANGE 13 EAST, 143.4 FEET EAST OF
 LF1109'TRIANGULATION STATION SPANGLER 1934, 134.7 FEET EAST OF A FENCE
 LF1109'CORNER, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 LF1109'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST.
 LF1109
 LF1109                          STATION RECOVERY (2006)
 LF1109
 LF1109'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0399 ***********************************************************************
 NO0399  DESIGNATION -  SPARKS
 NO0399  PID         -  NO0399
 NO0399  STATE/COUNTY-  NE/CHERRY
 NO0399  COUNTRY     -  US
 NO0399  USGS QUAD   -  SPARKS (2017)
 NO0399
 NO0399                         *CURRENT SURVEY CONTROL
 NO0399  ______________________________________________________________________
 NO0399* NAD 83(1995) POSITION- 42 53 45.01438(N) 100 16 43.82759(W)   ADJUSTED
 NO0399* NAVD 88 ORTHO HEIGHT -   798.    (meters)     2618.    (feet) SCALED
 NO0399  ______________________________________________________________________
 NO0399  GEOID HEIGHT    -        -22.631 (meters)                     GEOID18
 NO0399  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC18
 NO0399  HORZ ORDER      -  THIRD
 NO0399
 NO0399.The horizontal coordinates were established by classical geodetic methods
 NO0399.and adjusted by the National Geodetic Survey in August 1997.
 NO0399
 NO0399.The orthometric height was scaled from a topographic map.
 NO0399
 NO0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0399.GEOID18 height accuracy estimate available here.
 NO0399
 NO0399.Click photographs - Photos may exist for this station.
 NO0399
 NO0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0399
 NO0399. The following values were computed from the NAD 83(1995) position.
 NO0399
 NO0399;                    North         East     Units Scale Factor Converg.
 NO0399;SPC NE       -   340,086.625   477,225.755   MT  0.99995388   -0 11 05.2
 NO0399;SPC NE       - 1,115,767.54  1,565,698.16   sFT  0.99995388   -0 11 05.2
 NO0399;SPC SD S     -    62,491.277   604,450.793   MT  0.99998579   +0 02 15.3
 NO0399;SPC SD S     -   205,023.46  1,983,102.31   sFT  0.99998579   +0 02 15.3
 NO0399;UTM  14      - 4,750,041.028   395,587.223   MT  0.99973412   -0 52 14.0
 NO0399
 NO0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0399!SPC NE       -   0.99987837  x   0.99995388  =   0.99983226
 NO0399!SPC SD S     -   0.99987837  x   0.99998579  =   0.99986416
 NO0399!UTM  14      -   0.99987837  x   0.99973412  =   0.99961252
 NO0399
 NO0399:                Primary Azimuth Mark                     Grid Az
 NO0399:SPC NE       -  SPARKS AZ MK                             295 52 52.4
 NO0399:SPC SD S     -  SPARKS AZ MK                             295 39 31.9
 NO0399:UTM  14      -  SPARKS AZ MK                             296 34 01.2
 NO0399
 NO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9558750041(NAD 83)
 NO0399
 NO0399|---------------------------------------------------------------------|
 NO0399| PID    Reference Object                     Distance      Geod. Az  |
 NO0399|                                                           dddmmss.s |
 NO0399| CO4587 SPARKS RM 1                          12.240 METERS 20855     |
 NO0399| CO4586 SPARKS AZ MK                                       2954147.2 |
 NO0399| CO4588 SPARKS RM 2                          22.313 METERS 33528     |
 NO0399|---------------------------------------------------------------------|
 NO0399
 NO0399                          SUPERSEDED SURVEY CONTROL
 NO0399
 NO0399  NAD 83(1986)-  42 53 45.01788(N)    100 16 43.83975(W) AD(       ) 3
 NO0399  NAD 27      -  42 53 44.98900(N)    100 16 42.37900(W) AD(       ) 3
 NO0399
 NO0399.Superseded values are not recommended for survey control.
 NO0399
 NO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0399.See file dsdata.pdf to determine how the superseded data were derived.
 NO0399
 NO0399_MARKER: DS = TRIANGULATION STATION DISK
 NO0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0399_STAMPING: SPARKS 1949
 NO0399_MARK LOGO: CGS
 NO0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0399+STABILITY: SURFACE MOTION
 NO0399
 NO0399  HISTORY     - Date     Condition        Report By
 NO0399  HISTORY     - 1949     MONUMENTED       CGS
 NO0399
 NO0399                          STATION DESCRIPTION
 NO0399
 NO0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0399'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH AND 3/4 MILE
 NO0399'WEST OF SPARKS AND 1/4 MILE NORTH OF THE NIOBRARA RIVER ON
 NO0399'THE HIGHEST POINT OF THE BLUFF OVERLOOKING THE NIOBRARA RIVER
 NO0399'TO THE WEST AND SOUTH AND ON LAND OWNED BY MR. HAROLD HAMMER.
 NO0399'IT IS 59 FEET SOUTH OF THE CENTER OF TRACK ROAD, 55 FEET
 NO0399'NORTHEAST OF THE SOUTHWEST BREAK OF THE BLUFF AND 6 FEET
 NO0399'NORTHWEST OF WITNESS POST.  IT IS STAMPED SPARKS 1949 AND
 NO0399'PROJECTS 2 INCHES.
 NO0399'
 NO0399'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET
 NO0399'ON THE POINT OF THE BLUFF AND ABOUT 2 FEET LOWER IN ELEVATION
 NO0399'THAN STATION MARK.  IT IS STAMPED SPARKS NO 1 1949 AND SET
 NO0399'FLUSH WITH THE GROUND SURFACE.
 NO0399'
 NO0399'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 25 FEET
 NO0399'SOUTH OF EAST-WEST FENCE LINE AND 15 FEET NORTH OF THE CENTER
 NO0399'OF TRACK ROAD.  IT IS STAMPED SPARKS NO 2 1949 AND SET FLUSH
 NO0399'WITH THE GROUND SURFACE.
 NO0399'
 NO0399'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST-NORTHWEST OF THE STATION,
 NO0399'12 FEET EAST OF THE SOUTH END OF BOARD GATE INTO PASTURE, 2
 NO0399'FEET SOUTHEAST OF WITNESS POST AND 1 FOOT EAST OF FENCE LINE.
 NO0399'IT IS STAMPED SPARKS 1949 AND PROJECTS 4 INCHES.
 NO0399'
 NO0399'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0399'NORTH AND EAST ON STATE ROUTE NO 7 FOR 15.1 MILES TO WHERE
 NO0399'HIGHWAY TURNS RIGHT AT SCHOOL HOUSE ON THE LEFT, TURN RIGHT
 NO0399'AND CONTINUE ON HIGHWAY FOR 3.05 MILES TO CROSSROAD, TURN RIGHT
 NO0399'AND GO SOUTH FOR 1.1 MILES TO SCHOOL HOUSE ON RIGHT, CONTINUE
 NO0399'ON ROAD FOR 0.45 MILE TO CROSSROAD, TURN RIGHT AND GO SOUTH
 NO0399'ON GRADED ROAD FOR 0.5 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND
 NO0399'FOLLOW WINDING ROAD FOR 1.2 MILES TO THE FARM HOME OF MR. J.F.
 NO0399'COPELAND, PASS THROUGH GATE JUST WEST OF WINDMILL AND FOLLOW
 NO0399'OLD ROAD EAST AND SOUTH THROUGH PASTURE FOR 0.6 MILE TO
 NO0399'BOARD GATE, (AZIMUTH MARK JUST EAST OF THE EAST END OF GATE
 NO0399'AS DESCRIBED) PASS THROUGH GATE AND FOLLOW OLD ROAD
 NO0399'EAST FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 NO0399'DESCRIBED.
 NO0399'
 NO0399'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1825 ***********************************************************************
 NM1825  DESIGNATION -  SPARTA
 NM1825  PID         -  NM1825
 NM1825  STATE/COUNTY-  NE/KNOX
 NM1825  COUNTRY     -  US
 NM1825  USGS QUAD   -  CENTER WEST (2017)
 NM1825
 NM1825                         *CURRENT SURVEY CONTROL
 NM1825  ______________________________________________________________________
 NM1825* NAD 83(1995) POSITION- 42 36 29.28472(N) 097 57 46.42442(W)   ADJUSTED
 NM1825* NAVD 88 ORTHO HEIGHT -   546.8   (meters)     1794.    (feet) VERTCON
 NM1825  ______________________________________________________________________
 NM1825  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 NM1825  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 NM1825  HORZ ORDER      -  FIRST
 NM1825
 NM1825.The horizontal coordinates were established by classical geodetic methods
 NM1825.and adjusted by the National Geodetic Survey in August 1997.
 NM1825
 NM1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1825
 NM1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1825.GEOID18 height accuracy estimate available here.
 NM1825
 NM1825.Click photographs - Photos may exist for this station.
 NM1825
 NM1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1825
 NM1825. The following values were computed from the NAD 83(1995) position.
 NM1825
 NM1825;                    North         East     Units Scale Factor Converg.
 NM1825;SPC NE       -   310,061.784   667,117.594   MT  0.99984399   +1 20 59.9
 NM1825;SPC NE       - 1,017,261.04  2,188,701.64   sFT  0.99984399   +1 20 59.9
 NM1825;SPC SD S     -    33,304.558   794,496.986   MT  1.00006091   +1 38 06.9
 NM1825;SPC SD S     -   109,266.70  2,606,612.19   sFT  1.00006091   +1 38 06.9
 NM1825;UTM  14      - 4,717,821.550   585,068.263   MT  0.99968903   +0 42 07.7
 NM1825
 NM1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1825!SPC NE       -   0.99991825  x   0.99984399  =   0.99976225
 NM1825!SPC SD S     -   0.99991825  x   1.00006091  =   0.99997916
 NM1825!UTM  14      -   0.99991825  x   0.99968903  =   0.99960731
 NM1825
 NM1825:                Primary Azimuth Mark                     Grid Az
 NM1825:SPC NE       -  SPARTA AZ MK                             104 41 24.2
 NM1825:SPC SD S     -  SPARTA AZ MK                             104 24 17.2
 NM1825:UTM  14      -  SPARTA AZ MK                             105 20 16.4
 NM1825
 NM1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8506817821(NAD 83)
 NM1825
 NM1825|---------------------------------------------------------------------|
 NM1825| PID    Reference Object                     Distance      Geod. Az  |
 NM1825|                                                           dddmmss.s |
 NM1825| CO4589 SPARTA AZ MK                                       1060224.1 |
 NM1825| CO4590 SPARTA RM 1                          13.285 METERS 27021     |
 NM1825| CO4591 SPARTA RM 2                          48.805 METERS 30750     |
 NM1825|---------------------------------------------------------------------|
 NM1825
 NM1825                          SUPERSEDED SURVEY CONTROL
 NM1825
 NM1825  NAD 83(1986)-  42 36 29.29158(N)    097 57 46.42321(W) AD(       ) 1
 NM1825  NAD 27      -  42 36 29.28300(N)    097 57 45.17900(W) AD(       ) 1
 NM1825  USSD        -  42 36 29.44800(N)    097 57 45.43800(W) AD(       ) 3
 NM1825  NGVD 29 (07/19/86)  546.6    (m)         1793.     (f) VERT ANG       
 NM1825
 NM1825.Superseded values are not recommended for survey control.
 NM1825
 NM1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1825.See file dsdata.pdf to determine how the superseded data were derived.
 NM1825
 NM1825_MARKER: V = STONE MONUMENT
 NM1825_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1825+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2008
 NM1825
 NM1825  HISTORY     - Date     Condition        Report By
 NM1825  HISTORY     - 1901     MONUMENTED       CGS
 NM1825  HISTORY     - 1935     GOOD             CGS
 NM1825  HISTORY     - 1940     GOOD             CGS
 NM1825  HISTORY     - 1974     GOOD             USGS
 NM1825  HISTORY     - 1976     GOOD             NEDR
 NM1825  HISTORY     - 20081017 GOOD             INDIV
 NM1825
 NM1825                          STATION DESCRIPTION
 NM1825
 NM1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1825'NEAR THE WEST CENTER OF THE NORTHEAST QUARTER SEC. 1 T. 30 N.,
 NM1825'R. 6 W., ON THE CREST OF A PROMINENT HILL, AND ON THE LINE OF
 NM1825'AN EAST-WEST FENCE WHICH SEPARATES THE FARMS OF PETER LARSON
 NM1825'AND JOHN WOOD.  LARSON LIVES IN A SMALL FRAME HOUSE WITH SOD
 NM1825'FOUNDATION, ABOUT 800 FEET NORTHEAST OF THE STATION.  THE
 NM1825'AZIMUTH AND DISTANCE OF THE STONE AT THE NORTHEAST CORNER OF
 NM1825'THIS SECTION (1) ARE 238 DEG 59 MIN 42 SEC, 2600 FEET.  THE
 NM1825'STATION IS ABOUT 2 MILES SOUTH OF SPARTA AND ABOUT 4 MILES
 NM1825'NEARLY DUE EAST OF VERDIGRIS.  AND IT IS MARKED UNDERGROUND
 NM1825'BY A TACK IN THE CENTER OF THE CORK OF A STONE JUG, BURIED
 NM1825'AT A DEPTH OF ABOUT 2-3/4 FEET.  THE SURFACE MARK IS A
 NM1825'MARBLE POST, 2.5 FEET LONG AND 8 INCHES SQUARE ON TOP.  CUT
 NM1825'IN ITS TOP ARE TWO V-SHAPED GROOVES AT RIGHT ANGLES TO
 NM1825'EACH OTHER, AND THE LETTERS U.S.C.S.
 NM1825
 NM1825                          STATION RECOVERY (1935)
 NM1825
 NM1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1825'RECOVERED MAY 1, 1935.  FOUND TO BE IN GOOD CONDITION.  SURFACE
 NM1825'MARK IS NOW BURIED ABOUT 15 INCHES DUE TO SOIL DRIFTING INTO
 NM1825'FENCE LINE.
 NM1825'
 NM1825'STATION IS ABOUT 4-1/2 MILES WEST OF CENTER, ABOUT 3-1/4 MILES
 NM1825'SOUTH AND 3/4 MILE EAST OF SPARTA POST OFFICE (LOCATION OF
 NM1825'SPARTA HAS BEEN CHANGED SINCE 1901.) ORIGINAL DESCRIPTION OF
 NM1825'LOCATION OF THE MARK WITHIN THE SECTION IS STILL CORRECT.  IT
 NM1825'IS ABOUT 128 FEET EAST OF FENCE CORNER AT THE SOUTHWEST CORNER
 NM1825'OF THE NW 1/4 NE 1/4 OF SEC. 1.
 NM1825'
 NM1825'REACHED FROM VERDIGRE BY GOING EAST ON STATE HIGHWAY 84 ABOUT
 NM1825'5.8 MILES TO CROSSROADS WHERE THERE ARE TWO WOOD CULVERTS WITH
 NM1825'EXTENSIVE GUARD RAILS (KNOWN LOCALLY AS DEVILS TURNTABLE,)
 NM1825'THENCE NORTH 1 MILE, WEST 1/2 MILE AND SOUTH ALONG FENCE 1/4
 NM1825'MILE TO TOP OF HILL AND STATION SITE.  REACHED FROM CENTER
 NM1825'BY GOING WEST ON STATE HIGHWAY 84 ABOUT 4.7 MILES TO DEVILS
 NM1825'TURNTABLE AND PROCEEDING FROM THAT POINT AS DESCRIBED ABOVE.
 NM1825
 NM1825                          STATION RECOVERY (1940)
 NM1825
 NM1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1825'STATION WAS RECOVERED AS DESCRIBED BY W.A.E., IN 1935.  AN
 NM1825'AZIMUTH MARK AND 2 REFERENCE MARKS WERE SET BY THIS PARTY.
 NM1825'NEW DESCRIPTION FOLLOWS--
 NM1825'
 NM1825'STATION IS ABOUT 4 MILES EAST OF VERDIGRE, ABOUT 3-1/4 MILES
 NM1825'SOUTH OF SPARTA, 0.25 MILE SOUTH AND 0.3 MILE WEST OF THE
 NM1825'NORTHEAST CORNER OF SEC. 1 T. 30 N., R. 6 W., ABOUT 800 FEET
 NM1825'SOUTHWEST OF PETER LARSONS HOUSE.  STATION IS AT TOP OF SMALL
 NM1825'HILL, IN AN EAST-WEST FENCE LINE DIVIDING MR. LARSONS PROPERTY
 NM1825'NORTH FROM JOHN WOODS PROPERTY ON SOUTH.  MARK IS 128 FEET EAST
 NM1825'OF A FENCE CORNER.  MARK FOUND WAS AN 8- BY 8-INCH MARBLE POST
 NM1825'WITH LETTERS U.S.C.S. IN TOP, WITH TOP 18 INCHES BELOW
 NM1825'SURFACE.  ACCORDING TO ORIGINAL DESCRIPTION THE SUB SURFACE
 NM1825'MARK IS CENTER OF CORK OF A STONE JUG, 3 FEET BELOW
 NM1825'SURFACE.  A STANDARD DISK WAS SET IN CENTER OF TOP OF MARBLE
 NM1825'POST BY THIS PARTY.  DISK IS STAMPED SPARTA 1901.  1940.
 NM1825'
 NM1825'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 84 AND 14 IN
 NM1825'CENTER, GO WEST ON HIGHWAY 84 FOR 4.6 MILES TO CROSS ROAD
 NM1825'AND SIGN NIOBRARA.  TURN RIGHT (NORTH) AND GO 0.7 MILE TO
 NM1825'AZIMUTH MARK ON RIGHT.  CONTINUE 0.3 MILE TO CROSS ROAD WITH
 NM1825'2 MAILBOXES LETTERED CHAS. HART AND JAMES FULLER.  TURN LEFT
 NM1825'(WEST) AND GO 0.2 MILE TO GATE AND WINDMILL ON LEFT.  TURN
 NM1825'LEFT AND FOLLOW ROAD SOUTH TO MR. LARSONS YARD.  CONTINUE TO
 NM1825'SOUTH END OF YARD, GO THROUGH GATE AND CONTINUE SOUTH ABOUT
 NM1825'50 YARDS TO GATE ON RIGHT.  GO THROUGH GATE AND GO WEST ALONG
 NM1825'SOUTH SIDE OF FENCE FOR ABOUT 0.1 MILE TO TOP OF HILL AND
 NM1825'STATION.
 NM1825'
 NM1825'REFERENCE MARK NO. 1 IS 43.585 FEET WEST OF STATION,
 NM1825'1 FOOT NORTH OF EAST-WEST FENCE LINE, 84.5 FEET EAST OF FENCE
 NM1825'CORNER.  MARK IS FLUSH WITH GROUND.  DISK IS STAMPED SPARTA
 NM1825'NO. 1 1940.
 NM1825'
 NM1825'REFERENCE MARK NO. 2 IS 160.12 FEET NORTHWEST OF
 NM1825'STATION, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE, 98 FEET NORTH
 NM1825'OF FENCE CORNER.  MARK PROJECTS 1 INCH.  DISK IS STAMPED
 NM1825'SPARTA NO. 2 1940.
 NM1825'
 NM1825'AZIMUTH MARK IS ABOUT 0.4 MILE EAST BY SOUTH OF
 NM1825'STATION, ON EAST SIDE OF COUNTY ROAD, NEAR TOP OF SMALL HILL.
 NM1825'MARK IS 27 FEET EAST OF CENTERLINE OF ROAD, 5 FEET SOUTH OF
 NM1825'WHITE REFERENCE POST, 1 FOOT WEST OF FENCE LINE.
 NM1825'
 NM1825'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NM1825
 NM1825                          STATION RECOVERY (1974)
 NM1825
 NM1825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NM1825'STATION MARK AND R.M. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NM1825'R.M. 3 HAS BEEN DISTURBED.  THE AZIMUTH ARROW POINTS TO THE
 NM1825'NORTH.  A NEW DISTANCE AND DIRECTION WERE DETERMINED BY THIS
 NM1825'PARTY.  DISTANCE 43.29 FEET.  DIRECTION FROM STATION WALNUT
 NM1825'06D 10M 10S.  AZIMUTH MARK WAS DISTURBED BY ROAD CONSTRUCTION
 NM1825'AND APPARENTLY RELOCATED IN THE ORIGINAL AREA EXCEPT THAT THE
 NM1825'AZIMUTH ARROW POINTS EAST.  NEW DIRECTION AS DETERMINED
 NM1825'FROM WALNUT IS 201D 57M 19S
 NM1825
 NM1825                          STATION RECOVERY (1976)
 NM1825
 NM1825'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 NM1825'STATION FOUND IN GOOD CONDITION AS DESCRIBED AZIMUTH FOUND BUT
 NM1825'ARROW ON CAP POINTS IN OPPOSITE DIRECTION.
 NM1825'
 NM1825'NEAREST TOWN--VERDIGRE.
 NM1825
 NM1825                          STATION RECOVERY (2008)
 NM1825
 NM1825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFP)
 NM1825'MONUMENT WAS FOUND IN GOOD CONDITION 1.2' BELOW THE GROUND SURFACE
 NM1825'UNDER AN EAST-WEST BARBED WIRE FENCE.  THE STANDARD DISK IS CEMENTED
 NM1825'INTO THE TOP OF THE ORIGINAL MARBLE POST SO THAT THE SURFACE OF THE
 NM1825'DISK IF EVEN WITH THE SURFACE OF THE STONE.  A FENCE CORNER WITH
 NM1825'FENCES GOING EAST AND NORTH IS LOCATED 129' WEST OF THE STATION.
 NM1825'
 NM1825'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION ALONG THE NORTH SIDE
 NM1825'OF THE EAST-WEST FENCE, BUT IT IS SUSPECTED THAT IT HAS BEEN MOVED
 NM1825'SINCE THE REFERENCE ARROW POINTS NORTH INSTEAD OF EAST. PART OF THE
 NM1825'CONCRETE BASE ON THE EAST SIDE IS CHIPPED OFF.  THE MEASUREMENT TO
 NM1825'REFERENCE MARK NO. 1 FROM THE STATION IS WEST 43.09'.
 NM1825'
 NM1825'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION ALONG THE EAST SIDE
 NM1825'OF A NORTH-SOUTH FENCE.  THE MEASUREMENT FROM THE STATION IS NORTHWEST
 NM1825'160.22'.
 NM1825'
 NM1825'THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT FOUND.  GRADING AND CUTTING
 NM1825'OF THE BANK ALONG THE NORTH-SOUTH ROAD HAS LIKELY REMOVED IT.
 NM1825'
 NM1825'THE FOLLOWING ANGLES WERE OBSERVED WHILE OCCUPYING THE STATION AND
 NM1825'SIGHTING REFERENCE MARK NO. 2 WITH AN ANGLE OF 00-00-00.
 NM1825'
 NM1825'ANGLE 63-48-44 TO THE TOP OF A WATER TOWER TO THE NORTHEAST.  ANGLE
 NM1825'180-45-13 TO THE BASE OF A RADIO TOWER TO THE SOUTHEAST.  ANGLE
 NM1825'322-23-47 TO REFERENCE MARK NO. 1 TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0497 ***********************************************************************
 MN0497  DESIGNATION -  SPEAROW
 MN0497  PID         -  MN0497
 MN0497  STATE/COUNTY-  NE/CHEYENNE
 MN0497  COUNTRY     -  US
 MN0497  USGS QUAD   -  DALTON SE (2017)
 MN0497
 MN0497                         *CURRENT SURVEY CONTROL
 MN0497  ______________________________________________________________________
 MN0497* NAD 83(1995) POSITION- 41 15 43.45550(N) 102 51 35.03723(W)   ADJUSTED
 MN0497* NAVD 88 ORTHO HEIGHT -  1266.    (meters)     4154.    (feet) SCALED
 MN0497  ______________________________________________________________________
 MN0497  GEOID HEIGHT    -        -19.878 (meters)                     GEOID18
 MN0497  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 MN0497  HORZ ORDER      -  SECOND
 MN0497
 MN0497.The horizontal coordinates were established by classical geodetic methods
 MN0497.and adjusted by the National Geodetic Survey in August 1997.
 MN0497
 MN0497.The orthometric height was scaled from a topographic map.
 MN0497
 MN0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0497.GEOID18 height accuracy estimate available here.
 MN0497
 MN0497.Click photographs - Photos may exist for this station.
 MN0497
 MN0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0497
 MN0497. The following values were computed from the NAD 83(1995) position.
 MN0497
 MN0497;                    North         East     Units Scale Factor Converg.
 MN0497;SPC NE       -   162,587.966   260,474.749   MT  0.99966760   -1 53 42.5
 MN0497;SPC NE       -   533,424.02    854,574.24   sFT  0.99966760   -1 53 42.5
 MN0497;UTM  13      - 4,570,059.103   679,290.422   MT  0.99999562   +1 24 42.8
 MN0497
 MN0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0497!SPC NE       -   0.99980464  x   0.99966760  =   0.99947230
 MN0497!UTM  13      -   0.99980464  x   0.99999562  =   0.99980026
 MN0497
 MN0497:                Primary Azimuth Mark                     Grid Az
 MN0497:SPC NE       -  SPEAROW AZ MK                            182 01 03.0
 MN0497:UTM  13      -  SPEAROW AZ MK                            178 42 37.7
 MN0497
 MN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7929070059(NAD 83)
 MN0497
 MN0497|---------------------------------------------------------------------|
 MN0497| PID    Reference Object                     Distance      Geod. Az  |
 MN0497|                                                           dddmmss.s |
 MN0497| CP8673 SPEAROW RM 1                         41.715 METERS 03605     |
 MN0497| CP8672 SPEAROW AZ MK                                      1800720.5 |
 MN0497| CP8674 SPEAROW RM 2                         24.409 METERS 29850     |
 MN0497| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX. 6.8 KM 3484820.6 |
 MN0497|---------------------------------------------------------------------|
 MN0497
 MN0497                          SUPERSEDED SURVEY CONTROL
 MN0497
 MN0497  NAD 83(1993)-  41 15 43.45520(N)    102 51 35.03739(W) AD(       ) 2
 MN0497  NAD 83(1986)-  41 15 43.44942(N)    102 51 35.03826(W) AD(       ) 2
 MN0497  NAD 27      -  41 15 43.51100(N)    102 51 33.31780(W) AD(       ) 2
 MN0497
 MN0497.Superseded values are not recommended for survey control.
 MN0497
 MN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0497.See file dsdata.pdf to determine how the superseded data were derived.
 MN0497
 MN0497_MARKER: DS = TRIANGULATION STATION DISK
 MN0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0497_STAMPING: SPEAROW 1963
 MN0497_MARK LOGO: CGS
 MN0497_PROJECTION: FLUSH
 MN0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0497+STABILITY: SURFACE MOTION
 MN0497
 MN0497  HISTORY     - Date     Condition        Report By
 MN0497  HISTORY     - 1963     MONUMENTED       CGS
 MN0497
 MN0497                          STATION DESCRIPTION
 MN0497
 MN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0497'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH-NORTHEAST
 MN0497'OF SIDNEY, 7-1/2 MILES SOUTHEAST OF GURLEY, AND 3-3/4 MILES
 MN0497'EAST-NORTHEAST OF HUNTSMAN SIDING.  IT IS ON THE SOUTH SIDE
 MN0497'OF THE DRIVEWAY INTO AN UNINHABITED FARM HOME OWNED AT PRESENT
 MN0497'BY PAUL D. SPEAROW.
 MN0497'
 MN0497'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0497'ON U.S. HIGHWAY 30 FOR 1.5 MILES TO THE FORK AND JUNCTION
 MN0497'WITH U.S. HIGHWAY 385.  TAKE THE LEFT FORK AND GO NORTH ON
 MN0497'U.S. HIGHWAY 385 FOR 8.3 MILES TO A GRAVELED CROSSROAD.  TURN
 MN0497'RIGHT AND GO EAST 6 MILES TO A CROSSROAD.  TURN RIGHT AND
 MN0497'GO SOUTH 0.2 MILE TO A FARM DRIVEWAY AND THE STATION ON THE
 MN0497'RIGHT.
 MN0497'
 MN0497'THE STATION MARK IS A STANDARD DISK STAMPED SPEAROW 1963 SET
 MN0497'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0497'SURFACE OF THE GROUND.  IT IS 42 FEET WEST OF THE CENTER OF
 MN0497'A GRAVELED ROAD, AND 18 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 MN0497'INTO THE FARMYARD.
 MN0497'
 MN0497'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SPEAROW
 MN0497'NO 1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0497'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 38
 MN0497'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET SOUTH
 MN0497'OF THE BASE OF A POWERLINE GUY POLE, AND ABOUT 3 FEET ABOVE
 MN0497'STATION ELEVATION.
 MN0497'
 MN0497'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SPEAROW
 MN0497'NO 2 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 MN0497'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 18.5 FEET NORTH
 MN0497'OF THE CENTER OF THE DRIVEWAY INTO THE FARMYARD, 1 FOOT EAST
 MN0497'OF A WOODEN FENCE POST IN THE YARD FENCE, AND AT THE SAME
 MN0497'ELEVATION AS THE STATION.
 MN0497'
 MN0497'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SPEAROW 1963 SET
 MN0497'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES
 MN0497'ABOVE THE SURFACE OF THE GROUND.  IT IS 33 FEET WEST OF THE
 MN0497'CENTER OF THE GRAVELED ROAD, 2 FEET EAST OF A BURIED TELEPHONE
 MN0497'CABLE JUNCTION BOX AND WARNING SIGN, AND 1.2 FEET NORTH-NORTHEAST
 MN0497'OF A METAL WITNESS POST WITH SIGN.
 MN0497'
 MN0497'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 MN0497'0.3 MILE TO A TELEPHONE CABLE WARNING SIGN AND THE MARK ON
 MN0497'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0697 ***********************************************************************
 NN0697  DESIGNATION -  SPENCER MUNICIPAL TANK
 NN0697  PID         -  NN0697
 NN0697  STATE/COUNTY-  NE/BOYD
 NN0697  COUNTRY     -  US
 NN0697  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0697
 NN0697                         *CURRENT SURVEY CONTROL
 NN0697  ______________________________________________________________________
 NN0697* NAD 83(1995) POSITION- 42 52 15.00605(N) 098 42 09.07400(W)   ADJUSTED
 NN0697  ______________________________________________________________________
 NN0697  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 NN0697  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 NN0697  HORZ ORDER      -  THIRD
 NN0697
 NN0697.The horizontal coordinates were established by classical geodetic methods
 NN0697.and adjusted by the National Geodetic Survey in August 1997.
 NN0697
 NN0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0697.GEOID18 height accuracy estimate available here.
 NN0697
 NN0697.Click photographs - Photos may exist for this station.
 NN0697
 NN0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0697
 NN0697. The following values were computed from the NAD 83(1995) position.
 NN0697
 NN0697;                    North         East     Units Scale Factor Converg.
 NN0697;SPC NE       -   338,067.976   606,009.081   MT  0.99994331   +0 51 35.4
 NN0697;SPC NE       - 1,109,144.68  1,988,214.79   sFT  0.99994331   +0 51 35.4
 NN0697;SPC SD S     -    61,020.539   733,246.539   MT  0.99999133   +1 07 30.1
 NN0697;SPC SD S     -   200,198.22  2,405,659.69   sFT  0.99999133   +1 07 30.1
 NN0697;UTM  14      - 4,746,514.321   524,297.795   MT  0.99960726   +0 12 08.6
 NN0697
 NN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2429746514(NAD 83)
 NN0697
 NN0697                          SUPERSEDED SURVEY CONTROL
 NN0697
 NN0697  NAD 83(1986)-  42 52 15.01464(N)    098 42 09.08012(W) AD(       ) 3
 NN0697  NAD 27      -  42 52 15.02400(N)    098 42 07.76900(W) AD(       ) 3
 NN0697
 NN0697.Superseded values are not recommended for survey control.
 NN0697
 NN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0697.See file dsdata.pdf to determine how the superseded data were derived.
 NN0697
 NN0697_MARKER: 53 = ELEVATED TANK
 NN0697
 NN0697  HISTORY     - Date     Condition        Report By
 NN0697  HISTORY     - 1940     FIRST OBSERVED   CGS
 NN0697  HISTORY     - 1945     GOOD             CGS
 NN0697  HISTORY     - 1948     GOOD             CGS
 NN0697
 NN0697                          STATION DESCRIPTION
 NN0697
 NN0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0697'SPENCER MUNICIPAL WATER TANK IS IN THE SOUTHWEST EDGE OF THE
 NN0697'CITY OF SPENCER.
 NN0697'
 NN0697'THE TANK AND SUPPORTING TOWER OF FOUR LEGS ARE BUILT OF
 NN0697'STRUCTURAL STEEL AND PAINTED BLACK.  THE TANK HAS SPENCER IN
 NN0697'LARGE YELLOW LETTERS ON THE NORTH AND SOUTHEAST SIDES.  THE
 NN0697'ENTIRE STRUCTURE IS 135 FEET HIGH AND HAS A STEEL BALL CENTERED
 NN0697'AT THE TOP OF THE TANK.
 NN0697
 NN0697                          STATION RECOVERY (1945)
 NN0697
 NN0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0697'THE STATION IS LOCATED ON HIGH GROUND IN THE SW SECTION OF THE
 NN0697'SMALL VILLAGE OF SPENCER, 100 YARDS W OF U.S. HIGHWAY 281 AND
 NN0697'STATE HIGHWAY 12, 50 FEET E OF THE APPROXIMATE CENTER LINE
 NN0697'OF A GRAVELED ROAD, AND 45 FEET SE OF A 22,000 VOLT BOOSTER
 NN0697'PLANT ENCLOSED IN A WOODEN FENCE.  THE STATION IS A FOUR-LEGGED
 NN0697'STEEL STRUCTURE 100 FEET HIGH AND IS PAINTED BLACK.  THERE
 NN0697'IS AN IRON BALL PAINTED SILVER AT THE EXTREME TOP OF THE
 NN0697'TANK.  ON THE NORTH AND SOUTH SIDES OF THE BODY OF THE TANK
 NN0697'THE FOLLOWING LETTERS ARE INSCRIBED WITH YELLOW PAINT --
 NN0697'SPENCER.
 NN0697'
 NN0697'THE SMALL IRON BALL AT THE APEX OF THE ROOF WAS THE POINT
 NN0697'INTERSECTED.
 NN0697'
 NN0697'THIS IS AN INTERSECTION STATION.
 NN0697
 NN0697                          STATION RECOVERY (1948)
 NN0697
 NN0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0697'IT IS LOCATED IN THE SOUTH EDGE OF THE TOWN OF SPENCER.  IT IS
 NN0697'ABOUT 75 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD, 20 FEET
 NN0697'EAST SOUTH EAST OF A TRANSFORMER, AND IS ABOUT 120 FEET HIGH.
 NN0697'IT IS A FOUR LEGGED STEEL STRUCTURE AND IS PAINTED BLACK WITH
 NN0697'A WHITE TOP.
 NN0697'
 NN0697'TO REACH FROM THE POST OFFICE IN THE TOWN OF SPENCER, GO WEST
 NN0697'FOR 0.05 MILE, TURN LEFT AND GO 0.25 MILE TO STATION ON THE LEFT.
 NN0697'
 NN0697'THE POINT INTERSECTED WAS A BALL AT THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0696 ***********************************************************************
 NN0696  DESIGNATION -  SPENCER ST MARYS CATH CH SPIRE
 NN0696  PID         -  NN0696
 NN0696  STATE/COUNTY-  NE/BOYD
 NN0696  COUNTRY     -  US
 NN0696  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0696
 NN0696                         *CURRENT SURVEY CONTROL
 NN0696  ______________________________________________________________________
 NN0696* NAD 83(1995) POSITION- 42 52 19.63002(N) 098 41 52.84196(W)   ADJUSTED
 NN0696  ______________________________________________________________________
 NN0696  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NN0696  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 NN0696  HORZ ORDER      -  THIRD
 NN0696
 NN0696.The horizontal coordinates were established by classical geodetic methods
 NN0696.and adjusted by the National Geodetic Survey in August 1997.
 NN0696
 NN0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0696.GEOID18 height accuracy estimate available here.
 NN0696
 NN0696.Click photographs - Photos may exist for this station.
 NN0696
 NN0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0696
 NN0696. The following values were computed from the NAD 83(1995) position.
 NN0696
 NN0696;                    North         East     Units Scale Factor Converg.
 NN0696;SPC NE       -   338,216.179   606,375.299   MT  0.99994385   +0 51 46.2
 NN0696;SPC NE       - 1,109,630.91  1,989,416.29   sFT  0.99994385   +0 51 46.2
 NN0696;SPC SD S     -    61,170.442   733,612.085   MT  0.99999104   +1 07 41.3
 NN0696;SPC SD S     -   200,690.03  2,406,858.98   sFT  0.99999104   +1 07 41.3
 NN0696;UTM  14      - 4,746,658.263   524,665.566   MT  0.99960748   +0 12 19.7
 NN0696
 NN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2466546658(NAD 83)
 NN0696
 NN0696                          SUPERSEDED SURVEY CONTROL
 NN0696
 NN0696  NAD 83(1986)-  42 52 19.63845(N)    098 41 52.84793(W) AD(       ) 3
 NN0696  NAD 27      -  42 52 19.64900(N)    098 41 51.53900(W) AD(       ) 3
 NN0696
 NN0696.Superseded values are not recommended for survey control.
 NN0696
 NN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0696.See file dsdata.pdf to determine how the superseded data were derived.
 NN0696
 NN0696_MARKER: 90 = CHURCH SPIRE
 NN0696
 NN0696  HISTORY     - Date     Condition        Report By
 NN0696  HISTORY     - 1940     FIRST OBSERVED   CGS
 NN0696
 NN0696                          STATION DESCRIPTION
 NN0696
 NN0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0696'ST. MARYS CATHOLIC CHURCH IS IN THE SOUTHEAST EDGE OF THE
 NN0696'CITY OF SPENCER.
 NN0696'
 NN0696'THE SPIRE IS ON THE SOUTH END OF THE FRAME BUILDING AND
 NN0696'CONSISTS OF A GOLD COLORED CROSS MOUNTED ON AN OCTOGON-SHAPED
 NN0696'BELFRY WHICH IS COVERED WITH DARK RED FELT SHINGLES.  THE
 NN0696'ENTIRE STRUCTURE IS ABOUT 120 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1020 ***********************************************************************
 LH1020  DESIGNATION -  SPORING
 LH1020  PID         -  LH1020
 LH1020  STATE/COUNTY-  NE/HARLAN
 LH1020  COUNTRY     -  US
 LH1020  USGS QUAD   -  STAMFORD SE (2017)
 LH1020
 LH1020                         *CURRENT SURVEY CONTROL
 LH1020  ______________________________________________________________________
 LH1020* NAD 83(1995) POSITION- 40 01 50.77381(N) 099 36 26.34990(W)   ADJUSTED
 LH1020* NAVD 88 ORTHO HEIGHT -   696.18  (+/-2cm)     2284.1   (feet) VERTCON
 LH1020  ______________________________________________________________________
 LH1020  GEOID HEIGHT    -        -24.852 (meters)                     GEOID18
 LH1020  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 LH1020  HORZ ORDER      -  FIRST
 LH1020  VERT ORDER      -  THIRD ? (See Below)
 LH1020
 LH1020.The horizontal coordinates were established by classical geodetic methods
 LH1020.and adjusted by the National Geodetic Survey in August 1997.
 LH1020
 LH1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1020
 LH1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1020.GEOID18 height accuracy estimate available here.
 LH1020
 LH1020.The vertical order pertains to the NGVD 29 superseded value.
 LH1020
 LH1020.Click photographs - Photos may exist for this station.
 LH1020
 LH1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1020
 LH1020. The following values were computed from the NAD 83(1995) position.
 LH1020
 LH1020;                    North         East     Units Scale Factor Converg.
 LH1020;SPC NE       -    21,998.919   533,516.877   MT  0.99998624   +0 15 36.8
 LH1020;SPC NE       -    72,174.79  1,750,379.95   sFT  0.99998624   +0 15 36.8
 LH1020;UTM  14      - 4,431,349.095   448,182.504   MT  0.99963305   -0 23 26.3
 LH1020
 LH1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1020!SPC NE       -   0.99989470  x   0.99998624  =   0.99988094
 LH1020!UTM  14      -   0.99989470  x   0.99963305  =   0.99952778
 LH1020
 LH1020:                Primary Azimuth Mark                     Grid Az
 LH1020:SPC NE       -  SPORING AZ MK                            087 38 21.1
 LH1020:UTM  14      -  SPORING AZ MK                            088 17 24.2
 LH1020
 LH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4818231349(NAD 83)
 LH1020
 LH1020|---------------------------------------------------------------------|
 LH1020| PID    Reference Object                     Distance      Geod. Az  |
 LH1020|                                                           dddmmss.s |
 LH1020| LH1019 STAMFORD MUNICIPAL TANK             APPROX.11.5 KM 0062645.9 |
 LH1020| CO2431 SPORING RM 3                         40.959 METERS 06332     |
 LH1020| CO2429 SPORING RM 1                         61.219 METERS 07433     |
 LH1020| CO2428 SPORING AZ MK                                      0875357.9 |
 LH1020| KG0802 LONG ISLAND MUNICIPAL TANK          APPROX.10.9 KM 1454754.4 |
 LH1020| CO2430 SPORING RM 2                         43.532 METERS 29034     |
 LH1020| CO2432 SPORING RM 4                         47.076 METERS 31651     |
 LH1020|---------------------------------------------------------------------|
 LH1020
 LH1020                          SUPERSEDED SURVEY CONTROL
 LH1020
 LH1020  NAD 83(1986)-  40 01 50.77801(N)    099 36 26.35174(W) AD(       ) 1
 LH1020  NAD 27      -  40 01 50.74700(N)    099 36 24.96200(W) AD(       ) 1
 LH1020  NGVD 29             695.92   (m)         2283.2    (f) LEVELING    3  
 LH1020
 LH1020.Superseded values are not recommended for survey control.
 LH1020
 LH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1020.See file dsdata.pdf to determine how the superseded data were derived.
 LH1020
 LH1020_MARKER: DS = TRIANGULATION STATION DISK
 LH1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1020_STAMPING: SPORING 1935
 LH1020_MARK LOGO: CGS
 LH1020_PROJECTION: RECESSED 46 CENTIMETERS
 LH1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1020+STABILITY: SURFACE MOTION
 LH1020
 LH1020  HISTORY     - Date     Condition        Report By
 LH1020  HISTORY     - 1935     MONUMENTED       CGS
 LH1020  HISTORY     - 1950     GOOD             CGS
 LH1020  HISTORY     - 1967     GOOD             CGS
 LH1020
 LH1020                          STATION DESCRIPTION
 LH1020
 LH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1020'STATION IS ABOUT 7 MILES SOUTH AND 3/4 MILE WEST OF STAMFORD, IN
 LH1020'THE NORTHWEST QUARTER OF SEC. 29, T. 1 N., R. 20 W., ABOUT 1/2 MILE
 LH1020'NORTHWEST OF THE HIGHEST POINT IN THE VICINITY, ON LAND OWNED BY
 LH1020'MRS. JOHN SPORING.  THE MARK IS 83 FEET SOUTH OF THE CENTER OF THE
 LH1020'SECTION-LINE ROAD AND IS 53 FEET SOUTH OF THE FENCE ON THE SOUTH
 LH1020'SIDE OF THE ROAD.  THE MARK IS 12 INCHES BELOW THE SURFACE OF
 LH1020'THE GROUND.
 LH1020'
 LH1020'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION,
 LH1020'30 FEET SOUTH OF THE CENTER OF THE ROAD AND IS 1 FOOT SOUTH OF THE
 LH1020'FENCE.  THE MARK PROJECTS 3 INCHES.
 LH1020'
 LH1020'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION,
 LH1020'30 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF THE
 LH1020'FENCE.  THE MARK PROJECTS 3 INCHES.
 LH1020'
 LH1020'THE AZIMUTH MARK IS ABOUT 0.8 MILE EAST OF THE STATION,
 LH1020'25 FEET NORTH OF THE CENTER OF THE ROAD, 40 FEET WEST OF THE CENTER
 LH1020'OF THE NORTH-AND-SOUTH ROAD, AND IS 27 FEET WEST OF THE FENCE
 LH1020'CORNER IN THE NORTHWEST ANGLE OF THE ROAD INTERSECTION.  THE MARK
 LH1020'PROJECTS 5 INCHES.
 LH1020'
 LH1020'THE STATION IS REACHED FROM STAMFORD BY GOING SOUTH 7.0 MILES.  TURN
 LH1020'RIGHT AND GO WEST 0.8 MILE TO THE STATION ON THE SOUTH SIDE OF THE
 LH1020'ROAD.
 LH1020'
 LH1020'A 25-FOOT TOWER CLEARED ALL LINES.
 LH1020
 LH1020                          STATION RECOVERY (1950)
 LH1020
 LH1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1020'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1020'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1020'
 LH1020'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1020'
 LH1020'THE STATION IS LOCATED ABOUT 7.4 MILES NORTH-NORTHWEST OF
 LH1020'LONG ISLAND, KANSAS AND 7 MILES SOUTH OF STAMFORD, NEBRASKA.  IT
 LH1020'IS 81 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 54
 LH1020'FEET SOUTH OF AN EAST-WEST FENCE LINE AND WITNESS POST.  IT IS 18
 LH1020'INCHES BELOW THE GROUND SURFACE AND STAMPED SPORING 1935.
 LH1020'
 LH1020'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1020'DIRT ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1020'STAMPED SPORING NO 1 1935 AND PROJECTS 3 INCHES.  (NOTE 11A)
 LH1020'
 LH1020'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1020'DIRT ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1020'STAMPED SPORING NO 2 1935 AND PROJECTS 1 INCHES.
 LH1020'
 LH1020'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1020'DIRT ROAD, 29 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD,
 LH1020'29 FEET WEST OF A POWERLINE POLE AND A FENCE CORNER, 1.5 FEET SOUTH
 LH1020'OF AN EAST-WEST FENCE LINE AND 1 FOOT WEST OF A WITNESS POST.
 LH1020'THIS IS A STANDARD REFERENCE MARK DISK AND STAMPED SPORING AZIMUTH
 LH1020'1935 AND PROJECTS 6 INCHES.
 LH1020'
 LH1020'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE DEPOT AND AT
 LH1020'THE NORTH EDGE OF LONG ISLAND, KANSAS, GO NORTH ON A GRAVELED ROAD
 LH1020'FOR 0.5 MILE TO A T ROAD WEST, JUST AFTER CROSSING A BRIDGE, TURN
 LH1020'LEFT AND GO 2.85 MILES WEST ON A GRAVELED ROAD TO A CROSSROAD,
 LH1020'TURN RIGHT ON THE MAIN GRAVELED ROAD AND GO 3.0 MILES NORTH
 LH1020'TO WHERE THE ROAD TURNS LEFT AT THE NEBRASKA-KANSAS STATE LINE.
 LH1020'TURN LEFT AND GO 0.1 MILE WEST TO A T ROAD NORTH, TURN RIGHT AND
 LH1020'GO NORTH ON A DIRT ROAD FOR 2.0 MILES TO A CROSSROAD AND THE
 LH1020'AZIMUTH MARK AT A NORTHWEST ANGLE AS DESCRIBED, TURN LEFT AND
 LH1020'GO WEST ON A DIRT ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT AS
 LH1020'DESCRIBED.
 LH1020
 LH1020                          STATION RECOVERY (1967)
 LH1020
 LH1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LH1020'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LH1020'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LH1020'FOUND DISPLACED.
 LH1020'
 LH1020'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1020'
 LH1020'FOLLOWING IS A NEW DESCRIPTION.
 LH1020'
 LH1020'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STAMFORD, GO SOUTH
 LH1020'ON A GRAVELED ROAD FOR 7.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 LH1020'IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 LH1020'FOR 0.8 MILE TO THE STATION ON THE LEFT.
 LH1020'
 LH1020'THE STATION SURFACE MARK, A STANDARD DISK STAMPED SPORING 1935, IS
 LH1020'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 18 INCHES BELOW
 LH1020'THE SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH OF THE CENTER OF
 LH1020'THE EAST-WEST GRAVELED ROAD, AND 22.5 FEET EAST OF A PROJECTED
 LH1020'LINE OF A NORTH-SOUTH FENCE ON THE NORTH SIDE OF THE ROAD.  THE
 LH1020'UNDERGROUND MARK WAS NOT INSPECTED.
 LH1020'
 LH1020'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SPORING 1935 NO. 3
 LH1020'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1020'INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 LH1020'1 FOOT WEST OF A METAL WITNESS POST, AND AT THE NORTHWEST END OF A
 LH1020'TERRACE.
 LH1020'
 LH1020'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SPORING 1935 NO. 4
 LH1020'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 LH1020'INCH.  IT IS 64 FEET WEST OF A CORNER POST, 35 FEET NORTH OF THE
 LH1020'CENTER OF THE EAST-WEST ROAD, AND 1 FOOT NORTH OF A FENCE.
 LH1020'
 LH1020'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED SPORING
 LH1020'AZIMUTH 1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LH1020'PROJECTS 6 INCHES.  IT IS 62 FEET WEST OF THE CENTER OF A
 LH1020'NORTH-SOUTH ROAD, 34 FEET NORTH OF AN EAST-WEST ROAD, 26 FEET WEST
 LH1020'OF A CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE, AND 1
 LH1020'FOOT WEST OF A METAL WITNESS POST.
 LH1020'
 LH1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES SSW
 LH1020'OF STAMFORD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1014 ***********************************************************************
 LH1014  DESIGNATION -  SPRING
 LH1014  PID         -  LH1014
 LH1014  STATE/COUNTY-  NE/HARLAN
 LH1014  COUNTRY     -  US
 LH1014  USGS QUAD   -  MASCOT (2017)
 LH1014
 LH1014                         *CURRENT SURVEY CONTROL
 LH1014  ______________________________________________________________________
 LH1014* NAD 83(1995) POSITION- 40 18 24.78827(N) 099 36 13.07843(W)   ADJUSTED
 LH1014* NAVD 88 ORTHO HEIGHT -   695.    (meters)     2280.    (feet) SCALED
 LH1014  ______________________________________________________________________
 LH1014  GEOID HEIGHT    -        -24.745 (meters)                     GEOID18
 LH1014  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 LH1014  HORZ ORDER      -  THIRD
 LH1014
 LH1014.The horizontal coordinates were established by classical geodetic methods
 LH1014.and adjusted by the National Geodetic Survey in August 1997.
 LH1014
 LH1014.The orthometric height was scaled from a topographic map.
 LH1014
 LH1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1014.GEOID18 height accuracy estimate available here.
 LH1014
 LH1014.Click photographs - Photos may exist for this station.
 LH1014
 LH1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1014
 LH1014. The following values were computed from the NAD 83(1995) position.
 LH1014
 LH1014;                    North         East     Units Scale Factor Converg.
 LH1014;SPC NE       -    52,657.091   533,690.988   MT  0.99987534   +0 15 45.6
 LH1014;SPC NE       -   172,759.14  1,750,951.18   sFT  0.99987534   +0 15 45.6
 LH1014;UTM  14      - 4,461,994.221   448,705.325   MT  0.99963239   -0 23 25.8
 LH1014
 LH1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1014!SPC NE       -   0.99989482  x   0.99987534  =   0.99977018
 LH1014!UTM  14      -   0.99989482  x   0.99963239  =   0.99952725
 LH1014
 LH1014:                Primary Azimuth Mark                     Grid Az
 LH1014:SPC NE       -  SPRING AZ MK                             091 34 10.4
 LH1014:UTM  14      -  SPRING AZ MK                             092 13 21.8
 LH1014
 LH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4870561994(NAD 83)
 LH1014
 LH1014|---------------------------------------------------------------------|
 LH1014| PID    Reference Object                     Distance      Geod. Az  |
 LH1014|                                                           dddmmss.s |
 LH1014| LH1620 SPRING AZ MK                                       0914956.0 |
 LH1014| LH1547 SPRING 2                             60.983 METERS 12159     |
 LH1014| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.23.0 KM 1452049.3 |
 LH1014| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX.19.7 KM 1475238.5 |
 LH1014| LH1621 SPRING RM 1                          30.462 METERS 20130     |
 LH1014| LH1015 OXFORD MUNICIPAL TANK               APPROX. 6.5 KM 2024629.3 |
 LH1014| LH1622 SPRING RM 2                          23.912 METERS 27344     |
 LH1014|---------------------------------------------------------------------|
 LH1014
 LH1014                          SUPERSEDED SURVEY CONTROL
 LH1014
 LH1014  NAD 83(1986)-  40 18 24.79385(N)    099 36 13.07980(W) AD(       ) 3
 LH1014  NAD 27      -  40 18 24.75400(N)    099 36 11.67900(W) AD(       ) 3
 LH1014
 LH1014.Superseded values are not recommended for survey control.
 LH1014
 LH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1014.See file dsdata.pdf to determine how the superseded data were derived.
 LH1014
 LH1014_MARKER: DS = TRIANGULATION STATION DISK
 LH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1014_STAMPING: SPRING 1951
 LH1014_MARK LOGO: CGS
 LH1014_PROJECTION: FLUSH
 LH1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1014+STABILITY: SURFACE MOTION
 LH1014
 LH1014  HISTORY     - Date     Condition        Report By
 LH1014  HISTORY     - 1951     MONUMENTED       CGS
 LH1014  HISTORY     - 1951     GOOD             CGS
 LH1014  HISTORY     - 19830505 SEE DESCRIPTION  NGS
 LH1014
 LH1014                          STATION DESCRIPTION
 LH1014
 LH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1014'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF ATLANTA AND
 LH1014'ABOUT 4.0 MILES NORTH-NORTHEAST OF OXFORD ON THE ROAD RIGHT-OF-WAY,
 LH1014'200 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 44 FEET
 LH1014'NORTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED
 LH1014'SPRING 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1014'
 LH1014'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 48 FEET SOUTH OF
 LH1014'THE CENTER OF U.S. HIGHWAYS 34 AND 6 AND 1 FOOT NORTH OF AN
 LH1014'EAST-WEST FENCE LINE.  IT IS STAMPED SPRING NO 1 1951 AND PROJECTS 4
 LH1014'INCHES.
 LH1014'
 LH1014'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 48 FEET NORTH OF
 LH1014'THE CENTER OF U.S. HIGHWAYS 34 AND 6 AND 1 FOOT EAST OF A TELEPHONE
 LH1014'POLE.  IT IS STAMPED SPRING NO 2 1951 AND PROJECTS 4 INCHES.
 LH1014'
 LH1014'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.67 FEET.
 LH1014'
 LH1014'THE AZIMUTH MARK IS ON A HIGH BANK ON THE ROAD RIGHT-OF-WAY, 60 FEET
 LH1014'SOUTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6, 2 FEET SOUTHWEST OF
 LH1014'A WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.  IT IS STAMPED
 LH1014'SPRING 1951 AND PROJECTS 4 INCHES.
 LH1014'
 LH1014'TO REACH THE STATION FROM THE CHICAGO, BURLINGTON AND QUINCY
 LH1014'RAILROAD STATION IN ATLANTA, GO SOUTHWEST AND WEST ON U.S. HIGHWAYS
 LH1014'34 AND 6 FOR 8.5 MILES TO AZIMUTH MARK ON LEFT ON HIGH BANK AS
 LH1014'DESCRIBED, CONTINUE WEST FOR 0.5 MILE TO STATION JUST WEST OF T
 LH1014'INTERSECTION AS DESCRIBED.
 LH1014'
 LH1014'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LH1014
 LH1014                          STATION RECOVERY (1951)
 LH1014
 LH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1014'RECOVERED IN GOOD CONDITION.
 LH1014
 LH1014                          STATION RECOVERY (1983)
 LH1014
 LH1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1014'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LH1014'WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LH1014'THE RMS AGREED WITH 1951 DATA.  AN INVERSED DIRECTION TO THE ORLEANS
 LH1014'MUNICIPAL STANDPIPE ALSO AGREED WITH OBSERVED DATA.
 LH1014'ALL THE MARKS ARE IN THE WAY OF ROAD CONSTRUCTION FOR U.S. HIGHWAY 6
 LH1014'AND 34.  STATION--SPRING 2--, REFERENCE MARKS 3,4 AND SPRING 2 AZ MK
 LH1014'HAVE BEEN ESTABLISHED NEARBY.
 LH1014'THE STATION MARK WAS LEFT IN PLACE BUT WILL BE DESTROYED.  FOR FURTHER
 LH1014'DETAILS SEE THE DESCRIPTION FOR SPRING 2 AND ACCESSORY MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0721 ***********************************************************************
 NN0721  DESIGNATION -  SPRING
 NN0721  PID         -  NN0721
 NN0721  STATE/COUNTY-  NE/BOYD
 NN0721  COUNTRY     -  US
 NN0721  USGS QUAD   -  NAPER NW (2017)
 NN0721
 NN0721                         *CURRENT SURVEY CONTROL
 NN0721  ______________________________________________________________________
 NN0721* NAD 83(1995) POSITION- 42 59 53.22869(N) 099 14 45.95877(W)   ADJUSTED
 NN0721* NAVD 88 ORTHO HEIGHT -   672.    (meters)     2205.    (feet) SCALED
 NN0721  ______________________________________________________________________
 NN0721  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 NN0721  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 NN0721  HORZ ORDER      -  FIRST
 NN0721
 NN0721.The horizontal coordinates were established by classical geodetic methods
 NN0721.and adjusted by the National Geodetic Survey in August 1997.
 NN0721
 NN0721.The orthometric height was scaled from a topographic map.
 NN0721
 NN0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0721.GEOID18 height accuracy estimate available here.
 NN0721
 NN0721.Click photographs - Photos may exist for this station.
 NN0721
 NN0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0721
 NN0721. The following values were computed from the NAD 83(1995) position.
 NN0721
 NN0721;                    North         East     Units Scale Factor Converg.
 NN0721;SPC NE       -   351,680.310   561,474.806   MT  0.99999914   +0 29 58.6
 NN0721;SPC NE       - 1,153,804.48  1,842,105.26   sFT  0.99999914   +0 29 58.6
 NN0721;SPC SD S     -    74,432.441   688,651.160   MT  0.99996506   +0 45 00.1
 NN0721;SPC SD S     -   244,200.43  2,259,349.68   sFT  0.99996506   +0 45 00.1
 NN0721;UTM  14      - 4,760,635.303   479,940.206   MT  0.99960495   -0 10 04.2
 NN0721
 NN0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0721!SPC NE       -   0.99989854  x   0.99999914  =   0.99989768
 NN0721!SPC SD S     -   0.99989854  x   0.99996506  =   0.99986361
 NN0721!UTM  14      -   0.99989854  x   0.99960495  =   0.99950353
 NN0721
 NN0721:                Primary Azimuth Mark                     Grid Az
 NN0721:SPC NE       -  SPRING AZ MK                             180 47 15.8
 NN0721:SPC SD S     -  SPRING AZ MK                             180 32 14.3
 NN0721:UTM  14      -  SPRING AZ MK                             181 27 18.6
 NN0721
 NN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7994060635(NAD 83)
 NN0721
 NN0721|---------------------------------------------------------------------|
 NN0721| PID    Reference Object                     Distance      Geod. Az  |
 NN0721|                                                           dddmmss.s |
 NN0721| OR0894 HERRICK MUNICIPAL TANK              APPROX.13.7 KM 0202217.9 |
 NN0721| CO4599 SPRING RM 1                          36.112 METERS 08936     |
 NN0721| CO4598 SPRING AZ MK                                       1811714.4 |
 NN0721| NN0732 NEWPORT MUNICIPAL TANK              APPROX.44.5 KM 1883432.3 |
 NN0721| NN0781 BASSETT MUNICIPAL TANK              APPROX.51.5 KM 2073827.4 |
 NN0721| CO4600 SPRING RM 2                          34.845 METERS 26930     |
 NN0721| OR0913 DALLAS MUNICIPAL TANK               APPROX.34.3 KM 3195954.6 |
 NN0721| OR0897 SPRING SCHOOL                       APPROX. 2.3 KM 3360458.7 |
 NN0721| OR0895 BURKE MUNICIPAL TANK                APPROX.20.6 KM 3492309.8 |
 NN0721| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX.20.6 KM 3501445.9 |
 NN0721|---------------------------------------------------------------------|
 NN0721
 NN0721                          SUPERSEDED SURVEY CONTROL
 NN0721
 NN0721  NAD 83(1986)-  42 59 53.23547(N)    099 14 45.96640(W) AD(       ) 1
 NN0721  NAD 27      -  42 59 53.23600(N)    099 14 44.60500(W) AD(       ) 1
 NN0721
 NN0721.Superseded values are not recommended for survey control.
 NN0721
 NN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0721.See file dsdata.pdf to determine how the superseded data were derived.
 NN0721
 NN0721_MARKER: DS = TRIANGULATION STATION DISK
 NN0721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0721_STAMPING: SPRING 1934
 NN0721_MARK LOGO: CGS
 NN0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0721
 NN0721  HISTORY     - Date     Condition        Report By
 NN0721  HISTORY     - 1934     MONUMENTED       CGS
 NN0721  HISTORY     - 1936     GOOD             CGS
 NN0721  HISTORY     - 1940     GOOD             CGS
 NN0721
 NN0721                          STATION DESCRIPTION
 NN0721
 NN0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0721'STATION IS LOCATED 150 YARDS WEST OF THE CENTER OF THE NORTH
 NN0721'SIDE OF SEC. 19, T. 35 N., R. 16 W., NEBR., AND 100 YARDS EAST
 NN0721'OF CENTER OF SOUTH SIDE OF SEC. 33, T. 95 N., R. 71 W., S.
 NN0721'DAK.  THE STATION MARK IS SET IN THE TOP OF BOUNDARY MONUMENT
 NN0721'WHICH CONSISTS OF A GRANITE POST, 8 INCHES SQUARE, 3 FEET HIGH,
 NN0721'AND CARVED WITH S.D., N AND 20 1/2M.
 NN0721'
 NN0721'TO REACH STATION FROM JAMISON, NEBR., FOLLOW STATE HIGHWAY 12
 NN0721'FOR 0.6 MILE EAST, 0.8 MILE SOUTH, 2.0 MILE EAST TO CROSS ROAD.
 NN0721'TURN LEFT AND GO 0.7 MILE NORTH TO STATE LINE.  TURN RIGHT, AND
 NN0721'GO 0.4 MILE EAST TO BOUNDARY MONUMENT AND STATION WHICH IS 4
 NN0721'FEET NORTH OF FENCE.
 NN0721'
 NN0721'AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION IN FENCE LINE ON
 NN0721'NORTH SIDE OF GRAVEL ROAD, 35 FEET NORTH OF CENTER OF THE ROAD
 NN0721'AND 0.4 MILE EAST OF DIRT ROAD.
 NN0721'
 NN0721'TO REACH AZIMUTH MARK FROM STATION GO 0.4 MILE WEST, TURN LEFT
 NN0721'AND GO 0.7 MILE SOUTH ON DIRT ROAD, TURN LEFT ON GRAVEL ROAD,
 NN0721'AND GO 0.4 MILE TO MARK ON LEFT.
 NN0721'
 NN0721'REFERENCE MARK NO. 1 IS 118 FEET EAST OF 20-1/2 MILE POST AND
 NN0721'4 FEET NORTH OF FENCE. MARK PROJECTS 6 INCHES ABOVE GROUND.
 NN0721'
 NN0721'REFERENCE MARK NO. 2 IS 114 FEET WEST OF 20-1/2 MILE POST ON STATE
 NN0721'LINE AND 3 FEET NORTH OF FENCE.  MARK PROJECTS 6 INCHES ABOVE
 NN0721'GROUND.
 NN0721'
 NN0721'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0721
 NN0721                          STATION RECOVERY (1936)
 NN0721
 NN0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NN0721'STATION AND MARKS RECOVERED AS DESCRIBED WITH NO ADDITIONAL
 NN0721'LANDMARKS FOR TAKING MEASUREMENTS.
 NN0721'
 NN0721'TO REACH STATION FROM BURKE, S. DAK., FOLLOW U.S. HIGHWAY 18
 NN0721'FOR 1/4 MILE WEST OF THE BURKE RAILROAD DEPOT TO A MOBILGAS
 NN0721'SERVICE STATION IN THE SOUTHEAST ANGLE, HERE TURN SOUTH ON A
 NN0721'DIRT ROAD AND GO FOR 12.7 MILES TO A T-INTERSECTION AT THE
 NN0721'NEBRASKA-SOUTH DAKOTA STATE LINE, TURN EAST AND GO 2.5 MILES
 NN0721'ON THE STATE-LINE ROAD TO THE MONUMENT MARKED 20 1/2M.
 NN0721'
 NN0721'THE TRIANGULATION STATION IS A GRANITE MONUMENT (POST) 7
 NN0721'INCHES SQUARE AND 4.7 FEET HIGH, WITH A BRONZE STANDARD DISK
 NN0721'SET IN THE TOP OF THE MONUMENT.  CHISELED ON THE POST ARE, S.D.
 NN0721'ON THE NORTH SIDE, N ON THE SOUTH SIDE, AND 20 1/2M ON THE WEST
 NN0721'SIDE.
 NN0721'
 NN0721'THE STATION IS LOCATED 150 YARDS WEST OF THE CENTER OF THE NORTH
 NN0721'SIDE OF SEC. 19, T. 35 N., R. 16 W., NEBRASKA, AND 100 YARDS
 NN0721'EAST OF THE CENTER OF SOUTH SIDE OF SEC. 33, T. 95 N., R. 71
 NN0721'W., SOUTH DAKOTA, AND IS 4.7 FEET NORTH OF THE EAST-WEST FENCE
 NN0721'LINE.
 NN0721'
 NN0721'REFERENCE MARK NO. 1 IS 118.4 FEET EAST OF THE STATION, AND 5.4
 NN0721'FEET NORTH OF THE EAST-WEST FENCE LINE.  A 1-FOOT DIAMETER
 NN0721'CONCRETE POST, PROJECTING 5 INCHES.
 NN0721'
 NN0721'REFERENCE MARK NO. 2 IS 114.4 FEET WEST OF THE STATION, AND
 NN0721'3.7 FEET NORTH OF THE EAST-WEST FENCE LINE.  A 1-FOOT DIAMETER
 NN0721'CIRCULAR CONCRETE POST, PROJECTING 5 INCHES.
 NN0721'
 NN0721'ALL MARKS FOUND TO BE IN GOOD CONDITION.
 NN0721
 NN0721                          STATION RECOVERY (1940)
 NN0721
 NN0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0721'STATION RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  THE DESCRIPTION
 NN0721'IS GOOD AND ADEQUATE.  ALL MARKS FOUND IN GOOD CONDITION AND
 NN0721'MEASUREMENTS CHECKED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1547 ***********************************************************************
 LH1547  DESIGNATION -  SPRING 2
 LH1547  PID         -  LH1547
 LH1547  STATE/COUNTY-  NE/HARLAN
 LH1547  COUNTRY     -  US
 LH1547  USGS QUAD   -  MASCOT (2017)
 LH1547
 LH1547                         *CURRENT SURVEY CONTROL
 LH1547  ______________________________________________________________________
 LH1547* NAD 83(1995) POSITION- 40 18 23.74091(N) 099 36 10.88809(W)   ADJUSTED
 LH1547* NAVD 88 ORTHO HEIGHT -   695.    (meters)     2280.    (feet) SCALED
 LH1547  ______________________________________________________________________
 LH1547  GEOID HEIGHT    -        -24.745 (meters)                     GEOID18
 LH1547  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 LH1547  HORZ ORDER      -  THIRD
 LH1547
 LH1547.The horizontal coordinates were established by classical geodetic methods
 LH1547.and adjusted by the National Geodetic Survey in August 1997.
 LH1547
 LH1547.The orthometric height was scaled from a topographic map.
 LH1547
 LH1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1547.GEOID18 height accuracy estimate available here.
 LH1547
 LH1547.Click photographs - Photos may exist for this station.
 LH1547
 LH1547.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1547
 LH1547. The following values were computed from the NAD 83(1995) position.
 LH1547
 LH1547;                    North         East     Units Scale Factor Converg.
 LH1547;SPC NE       -    52,625.027   533,742.852   MT  0.99987545   +0 15 47.1
 LH1547;SPC NE       -   172,653.94  1,751,121.34   sFT  0.99987545   +0 15 47.1
 LH1547;UTM  14      - 4,461,961.576   448,756.808   MT  0.99963232   -0 23 24.3
 LH1547
 LH1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1547!SPC NE       -   0.99989481  x   0.99987545  =   0.99977028
 LH1547!UTM  14      -   0.99989481  x   0.99963232  =   0.99952717
 LH1547
 LH1547:                Primary Azimuth Mark                     Grid Az
 LH1547:SPC NE       -  SPRING 2 AZ MK                           117 39 16.8
 LH1547:UTM  14      -  SPRING 2 AZ MK                           118 18 28.2
 LH1547
 LH1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4875661961(NAD 83)
 LH1547
 LH1547|---------------------------------------------------------------------|
 LH1547| PID    Reference Object                     Distance      Geod. Az  |
 LH1547|                                                           dddmmss.s |
 LH1547| LH1619 SPRING 2 RM 4                                      00434     |
 LH1547| LH1548 SPRING 2 AZ MK                      APPROX. 0.9 KM 1175503.9 |
 LH1547| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.22.9 KM 1452428.4 |
 LH1547| LH1618 SPRING 2 RM 3                        11.408 METERS 26947     |
 LH1547| LH1014 SPRING                               60.983 METERS 30159     |
 LH1547|---------------------------------------------------------------------|
 LH1547
 LH1547                          SUPERSEDED SURVEY CONTROL
 LH1547
 LH1547  NAD 83(1986)-  40 18 23.74649(N)    099 36 10.88945(W) AD(       ) 3
 LH1547
 LH1547.Superseded values are not recommended for survey control.
 LH1547
 LH1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1547.See file dsdata.pdf to determine how the superseded data were derived.
 LH1547
 LH1547_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1547_STAMPING: SPRING 2 1983
 LH1547_MARK LOGO: NGS
 LH1547_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1547+STABILITY: SURFACE MOTION
 LH1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1547+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1547
 LH1547  HISTORY     - Date     Condition        Report By
 LH1547  HISTORY     - 1983     MONUMENTED       NGS
 LH1547
 LH1547                          STATION DESCRIPTION
 LH1547
 LH1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1547'THE STATION IS LOCATED ABOUT 23 KM (14.3 MI) NORTHWEST FROM ORLEANS,
 LH1547'12.9 KM (8.0 MI) SOUTHWEST FROM ATLANTA, 6.5 KM (4.0 MI)
 LH1547'NORTH-NORTHEAST FROM OXFORD AND ON THE SOUTH RIGHT-OF-WAY OF U.S.
 LH1547'HIGHWAY 6,34.
 LH1547'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 46 AND U.S. HIGHWAY 136,
 LH1547'IN OXFORD, GO NORTH ON HIGHWAY 46 FOR 6.60 KM (4.10 MI) TO U.S.
 LH1547'HIGHWAY 6,34. TURN RIGHT AND GO EAST ON THE HIGHWAY FOR 2.4 KM
 LH1547'(1.5 MI) TO A SIDE ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 LH1547'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1547'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 LH1547'1.2 M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 19.35 M
 LH1547'(63.48 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 16.8 M
 LH1547'(55.1 FT) WEST FROM THE EXTENDED CENTERLINE OF THE ROAD LEADING NORTH
 LH1547'AND 0.61 M (2.00 FT) EAST FROM A WITNESS POST.
 LH1547'THIS STATION REPLACES STATION SPRING 1951 THAT IS NOW DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1548 ***********************************************************************
 LH1548  DESIGNATION -  SPRING 2 AZ MK
 LH1548  PID         -  LH1548
 LH1548  STATE/COUNTY-  NE/HARLAN
 LH1548  COUNTRY     -  US
 LH1548  USGS QUAD   -  MASCOT (2017)
 LH1548
 LH1548                         *CURRENT SURVEY CONTROL
 LH1548  ______________________________________________________________________
 LH1548* NAD 83(1995) POSITION- 40 18 09.88740(N) 099 35 36.74284(W)   ADJUSTED
 LH1548* NAVD 88 ORTHO HEIGHT -   688.    (meters)     2257.    (feet) SCALED
 LH1548  ______________________________________________________________________
 LH1548  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 LH1548  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 LH1548  HORZ ORDER      -  THIRD
 LH1548
 LH1548.The horizontal coordinates were established by classical geodetic methods
 LH1548.and adjusted by the National Geodetic Survey in August 1997.
 LH1548
 LH1548.The orthometric height was scaled from a topographic map.
 LH1548
 LH1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1548.GEOID18 height accuracy estimate available here.
 LH1548
 LH1548.Click photographs - Photos may exist for this station.
 LH1548
 LH1548.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1548
 LH1548. The following values were computed from the NAD 83(1995) position.
 LH1548
 LH1548;                    North         East     Units Scale Factor Converg.
 LH1548;SPC NE       -    52,201.525   534,551.060   MT  0.99987684   +0 16 09.7
 LH1548;SPC NE       -   171,264.50  1,753,772.94   sFT  0.99987684   +0 16 09.7
 LH1548;UTM  14      - 4,461,528.993   449,559.939   MT  0.99963132   -0 23 02.1
 LH1548
 LH1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1548!SPC NE       -   0.99989601  x   0.99987684  =   0.99977286
 LH1548!UTM  14      -   0.99989601  x   0.99963132  =   0.99952736
 LH1548
 LH1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4955961528(NAD 83)
 LH1548
 LH1548                          SUPERSEDED SURVEY CONTROL
 LH1548
 LH1548  NAD 83(1986)-  40 18 09.89303(N)    099 35 36.74436(W) AD(       ) 3
 LH1548
 LH1548.Superseded values are not recommended for survey control.
 LH1548
 LH1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1548.See file dsdata.pdf to determine how the superseded data were derived.
 LH1548
 LH1548_MARKER: DZ = AZIMUTH MARK DISK
 LH1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1548_STAMPING: SPRING 2 1983
 LH1548_MARK LOGO: NGS
 LH1548_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1548+STABILITY: SURFACE MOTION
 LH1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1548+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1548
 LH1548  HISTORY     - Date     Condition        Report By
 LH1548  HISTORY     - 1983     MONUMENTED       NGS
 LH1548
 LH1548                          STATION DESCRIPTION
 LH1548
 LH1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1548'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTHWEST FROM ORLEANS,
 LH1548'7.25 KM (4.50 MI) NORTHEAST FROM OXFORD, 0.4 KM (0.2 MI) SOUTH FROM
 LH1548'U.S. HIGHWAY 6,34 AND ON THE WEST RIGHT-OF-WAY OF A GRADED COUNTY
 LH1548'ROAD.
 LH1548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND U.S.
 LH1548'HIGHWAY 6,34, ABOUT 6.5 KM (4.0 MI) NORTH FROM OXFORD, GO EAST ON
 LH1548'HIGHWAY 6,34 FOR 3.22 KM (2.00 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 LH1548'AND GO SOUTH ON A GRADED ROAD FOR 0.40 KM (0.25 MI) TO THE STATION ON
 LH1548'THE RIGHT, OPPOSITE A FIELD ENTRANCE.
 LH1548'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1548'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND DISK IS 1.1 M
 LH1548'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.8 M (32.2 FT)
 LH1548'WEST FROM THE CENTERLINE OF THE ROAD AND 0.45 M (1.48 FT) NORTH FROM A
 LH1548'WITNESS POST.
 LH1548'THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATIONS
 LH1548'SPRING AND SPRING 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0778 ***********************************************************************
 NN0778  DESIGNATION -  SPRINGVIEW
 NN0778  PID         -  NN0778
 NN0778  STATE/COUNTY-  NE/KEYA PAHA
 NN0778  COUNTRY     -  US
 NN0778  USGS QUAD   -  SPRINGVIEW (2017)
 NN0778
 NN0778                         *CURRENT SURVEY CONTROL
 NN0778  ______________________________________________________________________
 NN0778* NAD 83(1995) POSITION- 42 50 14.59815(N) 099 44 56.27304(W)   ADJUSTED
 NN0778* NAVD 88 ORTHO HEIGHT -   744.    (meters)     2441.    (feet) SCALED
 NN0778  ______________________________________________________________________
 NN0778  GEOID HEIGHT    -        -23.622 (meters)                     GEOID18
 NN0778  LAPLACE CORR    -         -5.51  (seconds)                    DEFLEC18
 NN0778  HORZ ORDER      -  THIRD
 NN0778
 NN0778.The horizontal coordinates were established by classical geodetic methods
 NN0778.and adjusted by the National Geodetic Survey in August 1997.
 NN0778
 NN0778.The orthometric height was scaled from a topographic map.
 NN0778
 NN0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0778.GEOID18 height accuracy estimate available here.
 NN0778
 NN0778.Click photographs - Photos may exist for this station.
 NN0778
 NN0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0778
 NN0778. The following values were computed from the NAD 83(1995) position.
 NN0778
 NN0778;                    North         East     Units Scale Factor Converg.
 NN0778;SPC NE       -   333,586.970   520,522.079   MT  0.99992948   +0 09 58.9
 NN0778;SPC NE       - 1,094,443.25  1,707,746.19   sFT  0.99992948   +0 09 58.9
 NN0778;UTM  14      - 4,743,029.320   438,792.247   MT  0.99964609   -0 30 33.3
 NN0778
 NN0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0778!SPC NE       -   0.99988699  x   0.99992948  =   0.99981648
 NN0778!UTM  14      -   0.99988699  x   0.99964609  =   0.99953312
 NN0778
 NN0778:                Primary Azimuth Mark                     Grid Az
 NN0778:SPC NE       -  SPRINGVIEW AZ MK                         177 48 54.0
 NN0778:UTM  14      -  SPRINGVIEW AZ MK                         178 29 26.2
 NN0778
 NN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3879243029(NAD 83)
 NN0778
 NN0778|---------------------------------------------------------------------|
 NN0778| PID    Reference Object                     Distance      Geod. Az  |
 NN0778|                                                           dddmmss.s |
 NN0778| CO4605 SPRINGVIEW RM 1                      29.225 METERS 13438     |
 NN0778| CO4604 SPRINGVIEW AZ MK                                   1775852.9 |
 NN0778| CO4606 SPRINGVIEW RM 2                      20.506 METERS 28602     |
 NN0778|---------------------------------------------------------------------|
 NN0778
 NN0778                          SUPERSEDED SURVEY CONTROL
 NN0778
 NN0778  NAD 83(1986)-  42 50 14.60441(N)    099 44 56.28391(W) AD(       ) 3
 NN0778  NAD 27      -  42 50 14.59100(N)    099 44 54.86500(W) AD(       ) 3
 NN0778
 NN0778.Superseded values are not recommended for survey control.
 NN0778
 NN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0778.See file dsdata.pdf to determine how the superseded data were derived.
 NN0778
 NN0778_MARKER: DS = TRIANGULATION STATION DISK
 NN0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0778_STAMPING: SPRINGVIEW 1949
 NN0778_MARK LOGO: CGS
 NN0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0778+STABILITY: SURFACE MOTION
 NN0778
 NN0778  HISTORY     - Date     Condition        Report By
 NN0778  HISTORY     - 1949     MONUMENTED       CGS
 NN0778  HISTORY     - 1951     SEE DESCRIPTION  CGS
 NN0778
 NN0778                          STATION DESCRIPTION
 NN0778
 NN0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0778'THE STATION IS LOCATED ABOUT 0.9 MILE NORTH OF SPRINGVIEW
 NN0778'ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 183 AND NEAR THE
 NN0778'NORTHEAST CORNER OF THE CEMETERY.  IT IS 35 FEET WEST OF
 NN0778'THE CENTER OF U.S. HIGHWAY 183, 14 FEET SOUTH-SOUTHEAST OF
 NN0778'THE NORTHEAST CORNER OF THE CEMETERY, 4 FEET EAST OF FENCE
 NN0778'LINE AND 6 FEET SOUTHEAST OF WITNESS POST.  IT IS STAMPED
 NN0778'SPRINGVIEW 1949 AND PROJECTS 3 INCHES.
 NN0778'
 NN0778'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 36 FEET EAST
 NN0778'OF THE CENTER OF U.S. HIGHWAY 183 AND 1 FOOT EAST OF NORTH-SOUTH
 NN0778'FENCE LINE.  IT IS STAMPED SPRINGVIEW NO 1 1949 AND PROJECTS
 NN0778'2 INCHES.
 NN0778'
 NN0778'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 14
 NN0778'FEET SOUTH OF THE CENTER OF TRACK ROAD ALONG THE NORTH SIDE
 NN0778'OF THE CEMETERY, 4 FEET SOUTH OF GATE POST AND 1 FOOT NORTH
 NN0778'OF FENCE LINE.  IT IS STAMPED SPRINGVIEW NO 2 1949 AND PROJECTS
 NN0778'4 INCHES.
 NN0778'
 NN0778'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH-SOUTHEAST OF THE
 NN0778'STATION, 40 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183,
 NN0778'3 FEET NORTH OF WITNESS POST AND 1 FOOT WEST OF FENCE LINE.
 NN0778'IT IS STAMPED SPRINGVIEW 1949 AND PROJECTS 2 INCHES.
 NN0778'
 NN0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0778'AND STATE ROUTE NO 72 IN THE CENTER OF SPRINGVIEW, GO NORTH
 NN0778'ON U.S. HIGHWAY 183 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 NN0778'EAST SIDE AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.45
 NN0778'MILE TO THE NORTHEAST CORNER OF THE CEMETERY ON THE LEFT
 NN0778'AND STATION AS DESCRIBED.
 NN0778'
 NN0778'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET
 NN0778'
 NN0778'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET
 NN0778'
 NN0778'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0778
 NN0778                          STATION RECOVERY (1951)
 NN0778
 NN0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 NN0778'DUE TO ROAD IMPROVEMENTS, THE STATION MARKS
 NN0778'WERE DESTROYED AND COULD NOT BE FOUND.  A 10-FOOT CUT
 NN0778'WAS MADE AT THIS SITE.  REFERENCE MARK NUMBER 1 AND THE
 NN0778'AZIMUTH MARK WERE FOUND GRADED OUT, BROKEN AND LAYING ALONG
 NN0778'THE DITCH LINE.  REFERENCE MARK NO. 2 WAS FOUND IN EXCELLENT
 NN0778'CONDITION BUT WAS DESTROYED BY THIS PARTY.  THE STATION IS
 NN0778'CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0263 ***********************************************************************
 LG0263  DESIGNATION -  SPUD
 LG0263  PID         -  LG0263
 LG0263  STATE/COUNTY-  NE/GAGE
 LG0263  COUNTRY     -  US
 LG0263  USGS QUAD   -  ODELL NE (2017)
 LG0263
 LG0263                         *CURRENT SURVEY CONTROL
 LG0263  ______________________________________________________________________
 LG0263* NAD 83(1995) POSITION- 40 13 13.94656(N) 096 48 46.10749(W)   ADJUSTED
 LG0263* NAVD 88 ORTHO HEIGHT -   434.404 (meters)     1425.21  (feet) ADJUSTED
 LG0263  ______________________________________________________________________
 LG0263  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 LG0263  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 LG0263  DYNAMIC HEIGHT  -        434.166 (meters)     1424.43  (feet) COMP
 LG0263  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 LG0263
 LG0263  HORZ ORDER      -  SECOND
 LG0263  VERT ORDER      -  SECOND    CLASS 0
 LG0263
 LG0263.The horizontal coordinates were established by classical geodetic methods
 LG0263.and adjusted by the National Geodetic Survey in August 1997.
 LG0263
 LG0263.The orthometric height was determined by differential leveling and
 LG0263.adjusted by the NATIONAL GEODETIC SURVEY
 LG0263.in June 1991.
 LG0263
 LG0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0263.GEOID18 height accuracy estimate available here.
 LG0263
 LG0263.Click photographs - Photos may exist for this station.
 LG0263
 LG0263.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0263
 LG0263.The dynamic height is computed by dividing the NAVD 88
 LG0263.geopotential number by the normal gravity value computed on the
 LG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0263.degrees latitude (g = 980.6199 gals.).
 LG0263
 LG0263.The modeled gravity was interpolated from observed gravity values.
 LG0263
 LG0263. The following values were computed from the NAD 83(1995) position.
 LG0263
 LG0263;                    North         East     Units Scale Factor Converg.
 LG0263;SPC NE       -    47,992.541   771,202.531   MT  0.99990758   +2 06 43.7
 LG0263;SPC NE       -   157,455.53  2,530,186.97   sFT  0.99990758   +2 06 43.7
 LG0263;UTM  14      - 4,454,529.880   686,103.668   MT  1.00002637   +1 24 45.9
 LG0263
 LG0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0263!SPC NE       -   0.99993611  x   0.99990758  =   0.99984369
 LG0263!UTM  14      -   0.99993611  x   1.00002637  =   0.99996248
 LG0263
 LG0263:                Primary Azimuth Mark                     Grid Az
 LG0263:SPC NE       -  RATTLE AZ MK                             257 22 54.7
 LG0263:UTM  14      -  RATTLE AZ MK                             258 04 52.5
 LG0263
 LG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8610354529(NAD 83)
 LG0263
 LG0263|---------------------------------------------------------------------|
 LG0263| PID    Reference Object                     Distance      Geod. Az  |
 LG0263|                                                           dddmmss.s |
 LG0263| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 3.5 KM 0261253.1 |
 LG0263| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 7.8 KM 0461141.0 |
 LG0263| LG0262 SPUD RM 1                            19.091 METERS 17707     |
 LG0263| CL7643 SPUD RM 3                            48.674 METERS 17801     |
 LG0263| LG0265 RATTLE AZ MK                        APPROX. 0.8 KM 2592938.4 |
 LG0263| LG0264 SPUD RM 2                            29.556 METERS 27000     |
 LG0263|---------------------------------------------------------------------|
 LG0263
 LG0263                          SUPERSEDED SURVEY CONTROL
 LG0263
 LG0263  NAD 83(1986)-  40 13 13.95458(N)    096 48 46.10528(W) AD(       ) 2
 LG0263  NAD 27      -  40 13 13.95640(N)    096 48 45.01440(W) AD(       ) 2
 LG0263  NGVD 29 (??/??/92)  434.273  (m)         1424.78   (f) ADJ UNCH    2 0
 LG0263  NGVD 29             434.27   (m)         1424.8    (f) LEVELING    3  
 LG0263
 LG0263.Superseded values are not recommended for survey control.
 LG0263
 LG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0263.See file dsdata.pdf to determine how the superseded data were derived.
 LG0263
 LG0263_MARKER: DS = TRIANGULATION STATION DISK
 LG0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0263_STAMPING: SPUD 1961 1968
 LG0263_MARK LOGO: CGS
 LG0263_PROJECTION: RECESSED 27 CENTIMETERS
 LG0263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LG0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0263+STABILITY: SURFACE MOTION
 LG0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0263+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2020
 LG0263
 LG0263  HISTORY     - Date     Condition        Report By
 LG0263  HISTORY     - 1961     MONUMENTED       CGS
 LG0263  HISTORY     - 1961     GOOD             CGS
 LG0263  HISTORY     - 1968     GOOD             CGS
 LG0263  HISTORY     - 20100517 GOOD             INDIV
 LG0263  HISTORY     - 20170219 GOOD             THOMDD
 LG0263  HISTORY     - 20200227 GOOD             NEGS
 LG0263
 LG0263                          STATION DESCRIPTION
 LG0263
 LG0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0263'LOCATED ABOUT 5 MILES SOUTHWEST OF BEATRICE, ON THE RIGHT-OF-WAY
 LG0263'OF A PAVED NORTH-SOUTH ROAD.
 LG0263'
 LG0263'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 LG0263'136 IN THE CENTER OF BEATRICE, GO SOUTHWEST AND SOUTH ON STATE
 LG0263'HIGHWAY 136 FOR 6.3 MILES TO A PAVED SIDE ROAD ON THE RIGHT,
 LG0263'TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE STATION MARK ON
 LG0263'THE RIGHT.
 LG0263'
 LG0263'STATION MARKS ARE STANDARD DISKS STAMPED SPUD 1961, THE
 LG0263'UNDERGROUND MARK IS SET IN A MASS OF CONCRETE THAT IS 42 INCHES
 LG0263'BELOW THE GROUND SURFACE, THE SURFACE MARK IS SET IN THE TOP
 LG0263'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 LG0263'IT IS 49 FEET EAST OF THE CENTER OF THE NORTH-SOUTH PAVED ROAD,
 LG0263'10 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 3.6 FEET WEST OF A
 LG0263'NORTH-SOUTH RIGHT-OF-WAY FENCE AND 2.4 FEET NORTH NORTHWEST OF
 LG0263'A METAL WITNESS POST WITH SIGN.
 LG0263'
 LG0263'REFERENCE MARK 1, A STANDARD DISK STAMPED SPUD NO 1 1961, SET
 LG0263'IN THE TOP OF AN 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0263'10 INCHES.  IT IS 52 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG0263'PAVED ROAD AND 1/2 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 LG0263'
 LG0263'REFERENCE MARK 2, A STANDARD DISK STAMPED SPUD NO 2 1961, SET
 LG0263'IN THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0263'6 INCHES.  IT IS 48 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 LG0263'PAVED ROAD AND 0.8 FOOT EAST OF THE NORTH-SOUTH RIGHT-OF-WAY
 LG0263'FENCE.
 LG0263'
 LG0263'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05
 LG0263'MILE TO A T-INTERSECTION, TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 LG0263'A CROSSROAD AND THE MARK IN THE SOUTHWEST ANGLE.  IT IS A
 LG0263'STANDARD DISK STAMPED RATTLE 1961, SET IN THE TOP OF A 12-INCH
 LG0263'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 23 FEET
 LG0263'WEST OF THE CENTER OF A SMALL FARM ROAD, 14 FEET NORTH OF THE
 LG0263'NORTH RAIL OF RAILROAD TRACKS AND 2.3 FEET SOUTHWEST OF A
 LG0263'METAL WITNESS POST WITH SIGN.
 LG0263
 LG0263                          STATION RECOVERY (1961)
 LG0263
 LG0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0263'3.5 MI E FROM ELLIS.
 LG0263'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0263'FROM THE RAILROAD STATION AT ELLIS, THEN 0.15 MILE NORTH ALONG
 LG0263'THE MISSILE ROAD, 0.1 MILE NORTH OF STATE HIGHWAY 3, 97 FEET
 LG0263'EAST OF REFERENCE MARK 2, 62.7 FEET NORTH OF REFERENCE MARK 1,
 LG0263'47.6 FEET EAST OF THE CENTER OF THE ROAD, 9.7 FEET NORTH WEST
 LG0263'OF A TELEPHONE POLE, 3.6 FEET WEST OF A FENCE, 2.6 FEET NORTH
 LG0263'OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE ROAD,
 LG0263'SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 LG0263
 LG0263                          STATION RECOVERY (1968)
 LG0263
 LG0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0263'THE STATION UNDERGROUND MARK, REFERENCE MARK NO. 2, AND THE
 LG0263'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG0263'STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE DESTROYED.
 LG0263'THE STATION SITE IS NOW IN CULTIVATION.
 LG0263'
 LG0263'A NEW SURFACE MARK WAS SET FOR THE STATION AND REFERENCE MARK
 LG0263'NO. 3 WAS ALSO SET.
 LG0263'
 LG0263'A NEW DESCRIPTION FOLLOWS.
 LG0263'
 LG0263'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 LG0263'136 IN THE CENTER OF BEATRICE, GO SOUTHWEST AND SOUTH ON U.S.
 LG0263'HIGHWAY 136 FOR 6.3 MILES TO A PAVED SIDE ROAD ON THE RIGHT.  TURN
 LG0263'RIGHT AND GO NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT
 LG0263'
 LG0263'STATION SURFACE MARK, A STANDARD DISK STAMPED SPUD 1961 1968,
 LG0263'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES
 LG0263'BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET EAST OF THE
 LG0263'CENTER OF THE ROAD, AND 4 FEET WEST OF A PROJECTED LINE OF A
 LG0263'NORTH-SOUTH FENCE.  THE UNDERGROUND MARK STAMPED SPUD 1961, IS
 LG0263'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 LG0263'THE SURFACE OF THE GROUND.
 LG0263'
 LG0263'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SPUD NO. 2 1961,
 LG0263'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 LG0263'INCHES.  IT IS 48 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT
 LG0263'EAST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG0263'
 LG0263'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SPUD 1961 NO 3
 LG0263'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LG0263'3 INCHES.  IT IS 54 FEET EAST OF THE CENTER OF THE ROAD AND 3
 LG0263'FEET SOUTH OF A CORNER FENCE POST.
 LG0263'
 LG0263'AZIMUTH MARK, A STANDARD DISK STAMPED RATTLE 1961, IS SET IN THE
 LG0263'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 23
 LG0263'FEET WEST OF THE CENTER OF A FARM ROAD, 14 FEET NORTH OF THE
 LG0263'NORTH RAIL OF RAILROAD TRACKS, AND 2.3 FEET SOUTHWEST OF A METAL
 LG0263'WITNESS POST.
 LG0263'
 LG0263'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05
 LG0263'MILE TO U.S. HIGHWAY 136.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY
 LG0263'136 FOR 0.5 MILE TO A FARM ROAD AND THE AZIMUTH MARK ON THE LEFT.
 LG0263
 LG0263                          STATION RECOVERY (2010)
 LG0263
 LG0263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG0263'RECOVERED IN GOOD CONDITION.
 LG0263
 LG0263                          STATION RECOVERY (2017)
 LG0263
 LG0263'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (NJO)
 LG0263'RECOVERED IN GOOD CONDITION.
 LG0263
 LG0263                          STATION RECOVERY (2020)
 LG0263
 LG0263'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0263'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND U.S. HIGHWAY 136 IN
 LG0263'THE CENTER OF BEATRICE, GO WEST ALONG U.S. HIGHWAY 136 APPROXIMATELY
 LG0263'6.3 MI (10.1 KM) TO MILE POST 171.28 TO A FIELD DRIVE ON THE RIGHT
 LG0263'(NORTH).  TURN RIGHT AND GO NORTH APPROXIMATELY 390' TO THE MARK ON
 LG0263'THE RIGHT (EAST) AND LOCATED IN A CULTIVATED FIELD.  THE MARK IS 42 FT
 LG0263'(12.8 M) EAST OF THE CENTERLINE OF FIELD DRIVE.  A MAGNET IS LOCATED
 LG0263'BY THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0262 ***********************************************************************
 LG0262  DESIGNATION -  SPUD RM 1
 LG0262  PID         -  LG0262
 LG0262  STATE/COUNTY-  NE/GAGE
 LG0262  COUNTRY     -  US
 LG0262  USGS QUAD   -  ODELL NE (2017)
 LG0262
 LG0262                         *CURRENT SURVEY CONTROL
 LG0262  ______________________________________________________________________
 LG0262* NAD 83(1986) POSITION- 40 13 13.33   (N) 096 48 46.07   (W)   HD_HELD1
 LG0262* NAVD 88 ORTHO HEIGHT -   434.447 (meters)     1425.35  (feet) ADJUSTED
 LG0262  ______________________________________________________________________
 LG0262  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 LG0262  DYNAMIC HEIGHT  -        434.209 (meters)     1424.57  (feet) COMP
 LG0262  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 LG0262
 LG0262  VERT ORDER      -  SECOND    CLASS 0
 LG0262
 LG0262.The horizontal coordinates were determined by differentially corrected
 LG0262.hand held GPS observations or other comparable positioning techniques
 LG0262.and have an estimated accuracy of +/- 3 meters.
 LG0262
 LG0262.The orthometric height was determined by differential leveling and
 LG0262.adjusted by the NATIONAL GEODETIC SURVEY
 LG0262.in June 1991.
 LG0262
 LG0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0262.GEOID18 height accuracy estimate available here.
 LG0262
 LG0262.Click photographs - Photos may exist for this station.
 LG0262
 LG0262.The dynamic height is computed by dividing the NAVD 88
 LG0262.geopotential number by the normal gravity value computed on the
 LG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0262.degrees latitude (g = 980.6199 gals.).
 LG0262
 LG0262.The modeled gravity was interpolated from observed gravity values.
 LG0262
 LG0262;                    North         East    Units  Estimated Accuracy
 LG0262;SPC NE       -    47,973.6     771,204.1     MT  (+/- 3 meters HH1 GPS) 
 LG0262
 LG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8610554510(NAD 83)
 LG0262
 LG0262                          SUPERSEDED SURVEY CONTROL
 LG0262
 LG0262  NGVD 29 (??/??/92)  434.316  (m)         1424.92   (f) ADJ UNCH    2 0
 LG0262
 LG0262.Superseded values are not recommended for survey control.
 LG0262
 LG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0262.See file dsdata.pdf to determine how the superseded data were derived.
 LG0262
 LG0262_MARKER: DR = REFERENCE MARK DISK
 LG0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0262_STAMPING: SPUD NO 1 1961
 LG0262_MARK LOGO: CGS
 LG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0262+STABILITY: SURFACE MOTION
 LG0262
 LG0262  HISTORY     - Date     Condition        Report By
 LG0262  HISTORY     - 1961     MONUMENTED       CGS
 LG0262
 LG0262                          STATION DESCRIPTION
 LG0262
 LG0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0262'3.5 MI E FROM ELLIS.
 LG0262'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0262'FROM THE RAILROAD STATION AT ELLIS, THEN 0.15 MILE NORTH ALONG
 LG0262'THE MISSILE ROAD, 0.1 MILE NORTH OF STATE HIGHWAY 3, 117 FEET
 LG0262'SOUTH EAST OF REFERENCE MARK NO. 2, 62.7 FEET SOUTH OF STATION
 LG0262'SPUD, 52 FEET EAST OF THE CENTER OF ROAD, 0.6 FEET WEST OF A
 LG0262'FENCE, SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 FOOT
 LG0262'AND IS LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0264 ***********************************************************************
 LG0264  DESIGNATION -  SPUD RM 2
 LG0264  PID         -  LG0264
 LG0264  STATE/COUNTY-  NE/GAGE
 LG0264  COUNTRY     -  US
 LG0264  USGS QUAD   -  ODELL NE (2017)
 LG0264
 LG0264                         *CURRENT SURVEY CONTROL
 LG0264  ______________________________________________________________________
 LG0264* NAD 83(1986) POSITION- 40 13 13.95   (N) 096 48 47.36   (W)   HD_HELD1
 LG0264* NAVD 88 ORTHO HEIGHT -   434.294 (meters)     1424.85  (feet) ADJUSTED
 LG0264  ______________________________________________________________________
 LG0264  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 LG0264  DYNAMIC HEIGHT  -        434.057 (meters)     1424.07  (feet) COMP
 LG0264  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 LG0264
 LG0264  VERT ORDER      -  SECOND    CLASS 0
 LG0264
 LG0264.The horizontal coordinates were determined by differentially corrected
 LG0264.hand held GPS observations or other comparable positioning techniques
 LG0264.and have an estimated accuracy of +/- 3 meters.
 LG0264
 LG0264.The orthometric height was determined by differential leveling and
 LG0264.adjusted by the NATIONAL GEODETIC SURVEY
 LG0264.in June 1991.
 LG0264
 LG0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0264.GEOID18 height accuracy estimate available here.
 LG0264
 LG0264.Click photographs - Photos may exist for this station.
 LG0264
 LG0264.The dynamic height is computed by dividing the NAVD 88
 LG0264.geopotential number by the normal gravity value computed on the
 LG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0264.degrees latitude (g = 980.6199 gals.).
 LG0264
 LG0264.The modeled gravity was interpolated from observed gravity values.
 LG0264
 LG0264;                    North         East    Units  Estimated Accuracy
 LG0264;SPC NE       -    47,991.6     771,172.9     MT  (+/- 3 meters HH1 GPS) 
 LG0264
 LG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8607454529(NAD 83)
 LG0264
 LG0264                          SUPERSEDED SURVEY CONTROL
 LG0264
 LG0264  NGVD 29 (??/??/92)  434.163  (m)         1424.42   (f) ADJ UNCH    2 0
 LG0264
 LG0264.Superseded values are not recommended for survey control.
 LG0264
 LG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0264.See file dsdata.pdf to determine how the superseded data were derived.
 LG0264
 LG0264_MARKER: DR = REFERENCE MARK DISK
 LG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0264_STAMPING: SPUD NO 2 1961
 LG0264_MARK LOGO: CGS
 LG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0264+STABILITY: SURFACE MOTION
 LG0264
 LG0264  HISTORY     - Date     Condition        Report By
 LG0264  HISTORY     - 1961     MONUMENTED       CGS
 LG0264
 LG0264                          STATION DESCRIPTION
 LG0264
 LG0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0264'3.5 MI E FROM ELLIS.
 LG0264'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0264'FROM THE STATION IN ELLIS, THEN 0.15 MILE NORTH ALONG THE MISSILE
 LG0264'ROAD, 0.1 MILE NORTH OF STATE HIGHWAY 3, 117 FEET NORTH WEST OF
 LG0264'REFERENCE MARK NO. 1, 97 FEET WEST OF STATION SPUD, 49.4 FEET
 LG0264'WEST OF CENTER OF THE ROAD, 1 FOOT LOWER THAN THE ROAD, 0.7
 LG0264'FEET EAST OF FENCE, SET IN TOP OF A SQUARE CONCRETE POST THAT
 LG0264'PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0443 ***********************************************************************
 MN0443  DESIGNATION -  SS 1 TOH
 MN0443  PID         -  MN0443
 MN0443  STATE/COUNTY-  NE/DEUEL
 MN0443  COUNTRY     -  US
 MN0443  USGS QUAD   -  CHAPPELL (2017)
 MN0443
 MN0443                         *CURRENT SURVEY CONTROL
 MN0443  ______________________________________________________________________
 MN0443* NAD 83(1995) POSITION- 41 00 37.82895(N) 102 29 12.53073(W)   ADJUSTED
 MN0443* NAVD 88 ORTHO HEIGHT -  1167.76  (+/-2cm)     3831.2   (feet) VERTCON
 MN0443  ______________________________________________________________________
 MN0443  GEOID HEIGHT    -        -20.052 (meters)                     GEOID18
 MN0443  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 MN0443  HORZ ORDER      -  THIRD
 MN0443  VERT ORDER      -  THIRD ? (See Below)
 MN0443
 MN0443.The horizontal coordinates were established by classical geodetic methods
 MN0443.and adjusted by the National Geodetic Survey in August 1997.
 MN0443
 MN0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0443
 MN0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0443.GEOID18 height accuracy estimate available here.
 MN0443
 MN0443.The vertical order pertains to the NGVD 29 superseded value.
 MN0443
 MN0443.Click photographs - Photos may exist for this station.
 MN0443
 MN0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0443
 MN0443. The following values were computed from the NAD 83(1995) position.
 MN0443
 MN0443;                    North         East     Units Scale Factor Converg.
 MN0443;SPC NE       -   133,704.952   290,897.157   MT  0.99969572   -1 38 52.8
 MN0443;SPC NE       -   438,663.66    954,385.09   sFT  0.99969572   -1 38 52.8
 MN0443;UTM  13      - 4,542,966.091   711,338.748   MT  1.00014975   +1 38 59.1
 MN0443
 MN0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0443!SPC NE       -   0.99982000  x   0.99969572  =   0.99951578
 MN0443!UTM  13      -   0.99982000  x   1.00014975  =   0.99996973
 MN0443
 MN0443:                Primary Azimuth Mark                     Grid Az
 MN0443:SPC NE       -  SETTLERS                                 189 35 31.3
 MN0443:UTM  13      -  SETTLERS                                 186 17 39.4
 MN0443
 MN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1133842966(NAD 83)
 MN0443
 MN0443|---------------------------------------------------------------------|
 MN0443| PID    Reference Object                     Distance      Geod. Az  |
 MN0443|                                                           dddmmss.s |
 MN0443| LK0518 SETTLERS                            APPROX. 3.2 KM 1875638.5 |
 MN0443|---------------------------------------------------------------------|
 MN0443
 MN0443                          SUPERSEDED SURVEY CONTROL
 MN0443
 MN0443  NAD 83(1993)-  41 00 37.82896(N)    102 29 12.53073(W) AD(       ) 3
 MN0443  NAD 83(1986)-  41 00 37.82776(N)    102 29 12.53065(W) AD(       ) 3
 MN0443  NAD 27      -  41 00 37.86161(N)    102 29 10.85216(W) AD(       ) 3
 MN0443  NGVD 29            1167.28   (m)         3829.7    (f) LEVELING    3  
 MN0443
 MN0443.Superseded values are not recommended for survey control.
 MN0443
 MN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0443.See file dsdata.pdf to determine how the superseded data were derived.
 MN0443
 MN0443_MARKER: DB = BENCH MARK DISK
 MN0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0443_STAMPING: SS TOH 1 1948 3830
 MN0443_MARK LOGO: USGS
 MN0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0443+STABILITY: SURFACE MOTION
 MN0443
 MN0443  HISTORY     - Date     Condition        Report By
 MN0443  HISTORY     - 1948     MONUMENTED       USGS
 MN0443  HISTORY     - 1959     GOOD             USGS
 MN0443
 MN0443                          STATION DESCRIPTION
 MN0443
 MN0443'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MN0443'STATION MARK WAS RECOVERED, REDESCRIBED, AND INCLUDED IN LEVEL LINE
 MN0443'
 MN0443'CHAPPELL, 5.75 MI. S. AND 1.0 MI. W. OF, SEC. 17, T 12 N, R 45 W,
 MN0443'425 FT. E. OF CENTERLINE OF N-S. RD., 82 FT. SE. OF SE. CORNER OF
 MN0443'METAL BUILDING, 3 FT. E. OF FENCE CORNER N-E., ON PROPERTY OF VESTER
 MN0443'W. REICHMAN.
 MN0443'
 MN0443'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MN0443'---SS TOH 1 1948 3830---.
 MN0443'
 MN0443'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0298 ***********************************************************************
 NN0298  DESIGNATION -  SS 273
 NN0298  PID         -  NN0298
 NN0298  STATE/COUNTY-  NE/BOYD
 NN0298  COUNTRY     -  US
 NN0298  USGS QUAD   -  BRISTOW (2017)
 NN0298
 NN0298                         *CURRENT SURVEY CONTROL
 NN0298  ______________________________________________________________________
 NN0298* NAD 83(1986) POSITION- 42 50 01.     (N) 098 33 20.     (W)   SCALED
 NN0298* NAVD 88 ORTHO HEIGHT -   444.313 (meters)     1457.72  (feet) ADJUSTED
 NN0298  ______________________________________________________________________
 NN0298  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 NN0298  DYNAMIC HEIGHT  -        444.148 (meters)     1457.18  (feet) COMP
 NN0298  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 NN0298
 NN0298  VERT ORDER      -  SECOND    CLASS 0
 NN0298
 NN0298.The horizontal coordinates were scaled from a map and have
 NN0298.an estimated accuracy of +/- 6 seconds.
 NN0298
 NN0298.The orthometric height was determined by differential leveling and
 NN0298.adjusted by the NATIONAL GEODETIC SURVEY
 NN0298.in June 1991.
 NN0298
 NN0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0298.GEOID18 height accuracy estimate available here.
 NN0298
 NN0298.Click photographs - Photos may exist for this station.
 NN0298
 NN0298.The dynamic height is computed by dividing the NAVD 88
 NN0298.geopotential number by the normal gravity value computed on the
 NN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0298.degrees latitude (g = 980.6199 gals.).
 NN0298
 NN0298.The modeled gravity was interpolated from observed gravity values.
 NN0298
 NN0298;                    North         East    Units  Estimated Accuracy
 NN0298;SPC NE       -   334,120.      618,090.      MT  (+/- 180 meters Scaled)
 NN0298
 NN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN363424(NAD 83)
 NN0298
 NN0298                          SUPERSEDED SURVEY CONTROL
 NN0298
 NN0298  NGVD 29 (??/??/92)  444.043  (m)         1456.83   (f) ADJ UNCH    2 0
 NN0298
 NN0298.Superseded values are not recommended for survey control.
 NN0298
 NN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0298.See file dsdata.pdf to determine how the superseded data were derived.
 NN0298
 NN0298_MARKER: DB = BENCH MARK DISK
 NN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0298_STAMPING: SS 273 1949
 NN0298_MARK LOGO: CGS
 NN0298_PROJECTION: FLUSH
 NN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0298+STABILITY: SURFACE MOTION
 NN0298
 NN0298  HISTORY     - Date     Condition        Report By
 NN0298  HISTORY     - 1949     MONUMENTED       CGS
 NN0298
 NN0298                          STATION DESCRIPTION
 NN0298
 NN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0298'1.3 MI E FROM BRISTOW.
 NN0298'1.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0298'THE STATION AT BRISTOW, BOYD COUNTY, BETWEEN THE TRACK AND STATE
 NN0298'HIGHWAY 12, 43.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 NN0298'36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST
 NN0298'OF A POLE, AND 1.4 FEET EAST OF A WHITE WOODEN WITNESS POST.
 NN0298'A STANDARD DISK, STAMPED SS 273 1949 AND SET IN THE TOP OF A
 NN0298'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1362 ***********************************************************************
 LF1362  DESIGNATION -  ST DEROIN
 LF1362  PID         -  LF1362
 LF1362  STATE/COUNTY-  NE/NEMAHA
 LF1362  COUNTRY     -  US
 LF1362  USGS QUAD   -  LANGDON (2017)
 LF1362
 LF1362                         *CURRENT SURVEY CONTROL
 LF1362  ______________________________________________________________________
 LF1362* NAD 83(1995) POSITION- 40 16 46.59089(N) 095 34 17.79549(W)   ADJUSTED
 LF1362* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 LF1362  ______________________________________________________________________
 LF1362  GEOID HEIGHT    -        -30.374 (meters)                     GEOID18
 LF1362  LAPLACE CORR    -         -5.65  (seconds)                    DEFLEC18
 LF1362  HORZ ORDER      -  SECOND
 LF1362
 LF1362.The horizontal coordinates were established by classical geodetic methods
 LF1362.and adjusted by the National Geodetic Survey in August 1997.
 LF1362
 LF1362.The orthometric height was scaled from a topographic map.
 LF1362
 LF1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1362.GEOID18 height accuracy estimate available here.
 LF1362
 LF1362.Click photographs - Photos may exist for this station.
 LF1362
 LF1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1362
 LF1362. The following values were computed from the NAD 83(1995) position.
 LF1362
 LF1362;                    North         East     Units Scale Factor Converg.
 LF1362;SPC NE       -    59,193.121   876,402.556   MT  0.99988529   +2 56 04.8
 LF1362;SPC NE       -   194,202.76  2,875,330.72   sFT  0.99988529   +2 56 04.8
 LF1362;UTM  15      - 4,461,964.964   281,373.923   MT  1.00018841   -1 39 47.7
 LF1362
 LF1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1362!SPC NE       -   0.99994906  x   0.99988529  =   0.99983436
 LF1362!UTM  15      -   0.99994906  x   1.00018841  =   1.00013747
 LF1362
 LF1362:                Primary Azimuth Mark                     Grid Az
 LF1362:SPC NE       -  ST DEROIN AZ MK                          208 02 08.5
 LF1362:UTM  15      -  ST DEROIN AZ MK                          212 38 01.0
 LF1362
 LF1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8137361964(NAD 83)
 LF1362
 LF1362|---------------------------------------------------------------------|
 LF1362| PID    Reference Object                     Distance      Geod. Az  |
 LF1362|                                                           dddmmss.s |
 LF1362| CL7646 ST DEROIN RM 1                       10.973 METERS 03441     |
 LF1362| CL7645 ST DEROIN AZ MK                                    2105813.3 |
 LF1362| CL7647 ST DEROIN RM 2                       11.969 METERS 23055     |
 LF1362|---------------------------------------------------------------------|
 LF1362
 LF1362                          SUPERSEDED SURVEY CONTROL
 LF1362
 LF1362  NAD 83(1986)-  40 16 46.59686(N)    095 34 17.79119(W) AD(       ) 2
 LF1362  NAD 27      -  40 16 46.60100(N)    095 34 16.84500(W) AD(       ) 2
 LF1362  MORC        -  40 16 44.45000(N)    095 34 18.72000(W) AD(       ) 3
 LF1362
 LF1362.Superseded values are not recommended for survey control.
 LF1362
 LF1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1362.See file dsdata.pdf to determine how the superseded data were derived.
 LF1362
 LF1362_MARKER: P = PIPE CAP
 LF1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1362_MARK LOGO: MORC
 LF1362_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1362+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 LF1362
 LF1362  HISTORY     - Date     Condition        Report By
 LF1362  HISTORY     - UNK      MONUMENTED       MORC
 LF1362  HISTORY     - 1947     GOOD             CGS
 LF1362  HISTORY     - 20060324 GOOD             NEDR
 LF1362
 LF1362                          STATION DESCRIPTION
 LF1362
 LF1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1362'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF SHUBERT,
 LF1362'ON A NARROW RIDGE ALONG THE WEST SIDE OF THE RIVER, 200 FEET
 LF1362'FROM THE RIVER END OF BLUFF.  THE MARK IS A 5 INCH PIPE WITH A
 LF1362'CAP HAVING MISSOURI RIVER COMMISION CAST ON ITS FACE AND THE
 LF1362'PIPE PROJECTS 6 INCHES.
 LF1362'
 LF1362'REFERENCE MARK NO. 1 IS 36.00 FEET NORTH-NORTHEAST OF THE
 LF1362'STATION.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LF1362'ST DEROIN 1947 NO 1.
 LF1362'
 LF1362'REFERENCE MARK NO. 2 IS 39.27 FEET SOUTHWEST OF THE STATION.
 LF1362'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ST DEROIN
 LF1362'1947 NO 2.
 LF1362'
 LF1362'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH-SOUTHWEST OF THE STATION,
 LF1362'0.05 MILE SOUTH-SOUTHEAST OF THE END OF TRUCK TRAVEL, 10 FEET
 LF1362'EAST OF THE CENTERLINE OF THE DIM ROAD AND 2 FEET SOUTH-SOUTHEAST
 LF1362'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LF1362'STAMPED ST DEROIN 1947.
 LF1362'
 LF1362'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 67 ABOUT
 LF1362'0.5 MILE SOUTHEAST OF SHUBERT, GO NORTH ON HIGHWAY 67 FOR 2.0
 LF1362'MILES TO CROSSROADS, TURN RIGHT (EAST) FOR 4.0 MILES TO
 LF1362'CROSSROADS WITH A LARGE TREE IN THE INTERSECTION, CONTINUE ON
 LF1362'EAST FOR 1.1 MILE TO MR. BOWERS HOME ON THE LEFT, CONTINUE ON
 LF1362'FOR 0.15 MILE TO A FIELD ROAD LEFT AT OLD BUILDINGS, TURN LEFT
 LF1362'(NORTH) ON FIELD ROAD FOLLOWING ALONG THE WEST AND NORTH EDGES
 LF1362'OF FIELDS FOR 0.6 MILE TO A SMALL OAK TREE WITH THREE BLAZES, IN
 LF1362'THE NORTHEAST CORNER OF THE THIRD FIELD.  HERE TAKE DIM WOODS
 LF1362'ROAD NORTHEAST FOR A 100 YARDS TO FORKS, TAKE LEFT FORK ALONG
 LF1362'NARROW RIDGE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LF1362'CONTINUE 0.05 MILE TO A SMALL OAK TREE WITH A TRIANGLE BLAZE
 LF1362'AND END OF TRUCK TRAVEL, HERE PACK NORTHERLY ALONG THE RIDGE
 LF1362'ABOUT 0.2 MILE TO THE STATION
 LF1362'
 LF1362'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LF1362
 LF1362                          STATION RECOVERY (2006)
 LF1362
 LF1362'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (GT)
 LF1362'THE STATION IS LOCATED ABOUT 6.8 MILES NORTHEAST OF SHUBERT IN SECTION
 LF1362'25, T4N, R16E OF THE 6TH PM. IT IS ALONG A NARROW RIDGE ALONG THE WEST
 LF1362'SIDE OF THE MISSOURI RIVER. THE SURFACE MARK, REPORTED BY C/GS IN 1947
 LF1362'TO BE A MISSOURI RIVER COMMISSION CAP ON A PIPE, WAS NOT FOUND.  THE
 LF1362'LOWER MARK WAS EXCAVATED BY J PENRY AND G THOMSEN AND FOUND TO BE A
 LF1362'THREE EIGHTHS INCH DIAMETER DRILL HOLE IN THE CENTER OF A DRESSED
 LF1362'LIMESTONE BLOCK MEASURING 18 INCHES SQUARE AND 4 INCHES THICK. ABOVE
 LF1362'THE DRILL HOLE WERE THE LETTERS U S, AND BELOW THE DRILL HOLE WAS A
 LF1362'TRIANGLE.  THESE LETTERS AND FIGURES WERE CUT INTO THE SURFACE OF THE
 LF1362'STONE. THE CORNERS OF THE LIMESTONE BLOCK WERE ORIENTED IN CARDINAL
 LF1362'DIRECTIONS. A 5 INCH DIAMETER RUST RING WAS FOUND ON THE STONE AROUND
 LF1362'THE DRILL HOLE SHOWING THE LOCATION OF THE MISSING PIPE.  A NEW 3 INCH
 LF1362'DIAMETER IRON PIPE 28 INCHES IN LENGTH WAS PLACED OVER THE DRILL HOLE.
 LF1362'THE HOLE WAS BACKFILLED AND PACKED WITH SOIL. PART OF THE PIPE WAS
 LF1362'FILLED WITH SOIL, AND THE REMAINDER WITH CONCRETE TO THE SURFACE. A
 LF1362'STANDARD NGS BRASS DISK STAMPED ST DEROIN 1947 2006 WAS PLACED IN THE
 LF1362'TOP OF THE CONCRETE FILLED PIPE, AND A CONCRETE PAD 8 INCHES SQUARE
 LF1362'WAS PLACED AROUND THE CAP. THIS NEW SURFACE MARK IN NOW JUST BELOW THE
 LF1362'GROUND SURFACE.
 LF1362'
 LF1362'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION. IT IS 36.16
 LF1362'NORTH-NORTHEAST OF THE STATION. THE MARK IS FLUSH WITH THE SURFACE
 LF1362'AFTER ADDING SOIL AROUND IT FOR PROTECTION. IT IS STAMPED ST DEROIN
 LF1362'1947 NO 1.
 LF1362'
 LF1362'REFERENCE MARK NO. 2 WAS FOUND IN POOR CONDITION. THE TOP OF THE MARK
 LF1362'IS BROKEN AWAY WITH HALF OF THE BRASS DISK MISSING. IT IS 39.18 FEET
 LF1362'SOUTHWEST OF THE STATION. THE MARK IS NOW FLUSH WITH THE SURFACE AFTER
 LF1362'ADDING SOIL AROUND IT FOR PROTECTION. IT IS STAMPED ST DEROIN 1947 NO
 LF1362'2.
 LF1362'
 LF1362'AZIMUTH MARK WAS FOUND IN GOOD CONDITION. IT IS ABOUT 0.18 MILE
 LF1362'SOUTH-SOUTHWEST OF THE STATION, 60 FEET SOUTH-SOUTHEAST OF A HIKING
 LF1362'TRAIL JUNCTION, 25 FEET EAST OF THE CENTER OF A HIKING TRAIL, 68 FEET
 LF1362'SOUTH-SOUTHEAST OF A LARGE TRAIL MARKER POST, 11.6 FEET
 LF1362'SOUTH-SOUTHEAST OF THE CENTER OF A 14 INCH DIAMETER HICKORY TREE, AND
 LF1362'2 FEET SOUTH OF A STEEL SIGN POST.  THE MARK IS FLUSH WITH THE GROUND
 LF1362'AND IS STAMPED ST DEROIN 1947.  VISIBILITY BETWEEN THE AZIMUTH MARK
 LF1362'AND THE STATION IS OBSCURED BY TREES.
 LF1362'
 LF1362'EAST OF SHUBERT, GO NORTH ON HIGHWAY 67 FOR 2.0 MILES TO THE JUNCTION
 LF1362'OF STATE SPUR HIGHWAY S64E. TURN RIGHT (EAST) ON SPUR HIGHWAY S64E FOR
 LF1362'ABOUT 4.5 MILES TO THE ENTRANCE OF INDIAN CAVE STATE PARK WHICH IS
 LF1362'OPERATED BY THE NEBRASKA GAME AND PARKS COMMISSION.  CONTINUE ON PAVED
 LF1362'PARK ROAD FOR ABOUT 0.5 MILE PAST CARETAKERS HOUSE ON THE LEFT AND THE
 LF1362'REGISTRATION SHACK ON THE RIGHT TO THE JUNCTION OF A PAVED PARK ROAD
 LF1362'HEADING IN A NORTHERLY DIRECTION. FOLLOW PARK ROAD NORTHERLY FOR ABOUT
 LF1362'0.55 MILE TO A PICNIC SHELTER AREA ON THE RIGHT AND THE BEGINNING OF A
 LF1362'HIKING TRAIL.  FOLLOW HIKING TRAIL EAST AND THEN NORTH FOR 0.42 MILE
 LF1362'TO AZIMUTH MARK ON THE RIGHT AND A FORK IN THE TRAIL.  TAKE LEFT FORK
 LF1362'OF TRAIL ALONG RIDGE AND GO NORTH AND THEN EAST ON RIDGE TRAIL FOR 0.2
 LF1362'MILE TO THE STATION IN THE CENTER OF A HIGH RIDGE BEARING
 LF1362'SOUTHWEST-NORTHEAST AND JUST BEFORE THE RIDGE TURNS NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1950 ***********************************************************************
 MK1950  DESIGNATION -  ST EDWARDS
 MK1950  PID         -  MK1950
 MK1950  STATE/COUNTY-  NE/PLATTE
 MK1950  COUNTRY     -  US
 MK1950  USGS QUAD   -  SAINT EDWARD (2017)
 MK1950
 MK1950                         *CURRENT SURVEY CONTROL
 MK1950  ______________________________________________________________________
 MK1950* NAD 83(1995) POSITION- 41 34 07.35702(N) 097 46 07.96558(W)   ADJUSTED
 MK1950* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 MK1950  ______________________________________________________________________
 MK1950  GEOID HEIGHT    -        -24.714 (meters)                     GEOID18
 MK1950  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 MK1950  HORZ ORDER      -  FIRST
 MK1950
 MK1950.The horizontal coordinates were established by classical geodetic methods
 MK1950.and adjusted by the National Geodetic Survey in August 1997.
 MK1950
 MK1950.The orthometric height was scaled from a topographic map.
 MK1950
 MK1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1950.GEOID18 height accuracy estimate available here.
 MK1950
 MK1950.Click photographs - Photos may exist for this station.
 MK1950
 MK1950.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1950
 MK1950. The following values were computed from the NAD 83(1995) position.
 MK1950
 MK1950;                    North         East     Units Scale Factor Converg.
 MK1950;SPC NE       -   195,070.884   686,008.919   MT  0.99965919   +1 28 42.8
 MK1950;SPC NE       -   639,995.06  2,250,680.93   sFT  0.99965919   +1 28 42.8
 MK1950;UTM  14      - 4,602,624.195   602,645.019   MT  0.99972966   +0 49 01.0
 MK1950
 MK1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1950!SPC NE       -   0.99991617  x   0.99965919  =   0.99957539
 MK1950!UTM  14      -   0.99991617  x   0.99972966  =   0.99964586
 MK1950
 MK1950:                Primary Azimuth Mark                     Grid Az
 MK1950:SPC NE       -  DANISH CHURCH STEEPLE                    008 30 35.2
 MK1950:UTM  14      -  DANISH CHURCH STEEPLE                    009 10 17.0
 MK1950
 MK1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0264502624(NAD 83)
 MK1950
 MK1950|---------------------------------------------------------------------|
 MK1950| PID    Reference Object                     Distance      Geod. Az  |
 MK1950|                                                           dddmmss.s |
 MK1950| CN9109 DANISH CHURCH STEEPLE                              0095918.0 |
 MK1950| CO2437 ST EDWARDS RM 1                      23.654 METERS 13507     |
 MK1950| CO2438 ST EDWARDS RM 2                      75.900 METERS 25933     |
 MK1950|---------------------------------------------------------------------|
 MK1950
 MK1950                          SUPERSEDED SURVEY CONTROL
 MK1950
 MK1950  NAD 83(1986)-  41 34 07.36544(N)    097 46 07.97010(W) AD(       ) 1
 MK1950  NAD 27      -  41 34 07.32200(N)    097 46 06.78000(W) AD(       ) 1
 MK1950
 MK1950.Superseded values are not recommended for survey control.
 MK1950
 MK1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1950.See file dsdata.pdf to determine how the superseded data were derived.
 MK1950
 MK1950_MARKER: DS = TRIANGULATION STATION DISK
 MK1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1950_STAMPING: ST EDWARDS 1930
 MK1950_MARK LOGO: CGS
 MK1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1950+STABILITY: SURFACE MOTION
 MK1950
 MK1950  HISTORY     - Date     Condition        Report By
 MK1950  HISTORY     - 1930     MONUMENTED       CGS
 MK1950  HISTORY     - 1946     GOOD             NE-141
 MK1950
 MK1950                          STATION DESCRIPTION
 MK1950
 MK1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1950'STATION ABOUT 5 MILES E AND 1/8 MILE S OF ST. EDWARDS IN
 MK1950'SW 1/4 OF SEC. 34, T 19 N, R 4 W, ON A SMALL PLOT OF LAND OWNED
 MK1950'BY THE TOWNSHIP IN A PORTION OF FRED WERNERS FARM.  STATION
 MK1950'IS 26 METERS W OF THE W EDGE OF THE TOWNSHIP HALL ON THE
 MK1950'N SIDE OF THE ROAD AND IS 10 METERS FROM THE CENTER LINE OF
 MK1950'THE ROAD.  IT IS ABOUT 300 METERS E OF FRED WERNERS HOUSE OF
 MK1950'THE EASTERNMOST OF THE TWO KNOLLS WHICH ARE AT THE TOP OF THE
 MK1950'HILL.
 MK1950'
 MK1950'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 MK1950'BRONZE DISKS SET IN CONCRETE.
 MK1950'
 MK1950'BOTH REFERENCE MARKS ARE ALONG THE FENCE LINE ON THE S SIDE
 MK1950'OF THE ROAD.
 MK1950'
 MK1950'NOTE--LETTER SEPTEMBER 16, 1932--
 MK1950'
 MK1950'I WROTE YOU ABOUT A MARKER 5-1/2 MILES E OF ST. EDWARDS,
 MK1950'NEBRASKA ON THE CENTRAL HIGHWAY.  THE MARKER IS ON THE HIGHWAY
 MK1950'10 FEET AND THE ELEVATOR GRADER WILL MAKE THE DITCH WHERE
 MK1950'THE STONE STANDS.  WE JUST HAD THE COUNTY SURVEYOR FINISH
 MK1950'SURVEYING, AND WE CANNOT MAKE A BEND OR TURN IN THE HIGHWAY.
 MK1950'SO PLEASE ADVISE ME AT ONCE WHAT WE ARE TO DO.
 MK1950'
 MK1950'CHRIS MATZEN, CLERK OF WOODVILLE TOWNSHIP, ST. EDWARDS, NEBRASKA.
 MK1950'
 MK1950'PERMISSION WAS GIVEN TO DESTROY MARK.  DISK WAS RETURNED TO
 MK1950'OFFICE NOVEMBER 1, 1932.  STATION IS, THEREFORE LOST.
 MK1950'
 MK1950'NOTE--LETTER NOVEMBER 4, 1937--
 MK1950'
 MK1950'ST. EDWARDS REFERENCE MARK NO. 1, ABOUT 5 MILES E OF ST.
 MK1950'EDWARDS, IS IN DANGER OF FALLING INTO DITCH BY THE ROADSIDE.
 MK1950'
 MK1950'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 MK1950
 MK1950                          STATION RECOVERY (1946)
 MK1950
 MK1950'RECOVERY NOTE BY PLATTE COUNTY NEBRASKA 1946 (EEA)
 MK1950'REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN REMOVED FROM THEIR
 MK1950'LOCATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1951 ***********************************************************************
 MK1951  DESIGNATION -  ST EDWARDS 2
 MK1951  PID         -  MK1951
 MK1951  STATE/COUNTY-  NE/PLATTE
 MK1951  COUNTRY     -  US
 MK1951  USGS QUAD   -  SAINT EDWARD (2017)
 MK1951
 MK1951                         *CURRENT SURVEY CONTROL
 MK1951  ______________________________________________________________________
 MK1951* NAD 83(1995) POSITION- 41 34 08.14932(N) 097 46 17.33020(W)   ADJUSTED
 MK1951* NAVD 88 ORTHO HEIGHT -   558.2   (meters)     1831.    (feet) VERTCON
 MK1951  ______________________________________________________________________
 MK1951  GEOID HEIGHT    -        -24.709 (meters)                     GEOID18
 MK1951  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 MK1951  HORZ ORDER      -  FIRST
 MK1951
 MK1951.The horizontal coordinates were established by classical geodetic methods
 MK1951.and adjusted by the National Geodetic Survey in August 1997.
 MK1951
 MK1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1951
 MK1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1951.GEOID18 height accuracy estimate available here.
 MK1951
 MK1951.Click photographs - Photos may exist for this station.
 MK1951
 MK1951.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1951
 MK1951. The following values were computed from the NAD 83(1995) position.
 MK1951
 MK1951;                    North         East     Units Scale Factor Converg.
 MK1951;SPC NE       -   195,089.718   685,791.468   MT  0.99965920   +1 28 36.6
 MK1951;SPC NE       -   640,056.85  2,249,967.51   sFT  0.99965920   +1 28 36.6
 MK1951;UTM  14      - 4,602,645.540   602,427.785   MT  0.99972911   +0 48 54.8
 MK1951
 MK1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1951!SPC NE       -   0.99991633  x   0.99965920  =   0.99957556
 MK1951!UTM  14      -   0.99991633  x   0.99972911  =   0.99964546
 MK1951
 MK1951:                Primary Azimuth Mark                     Grid Az
 MK1951:SPC NE       -  MONROE RM 3                              115 44 31.8
 MK1951:UTM  14      -  MONROE RM 3                              116 24 13.6
 MK1951
 MK1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0242702645(NAD 83)
 MK1951
 MK1951|---------------------------------------------------------------------|
 MK1951| PID    Reference Object                     Distance      Geod. Az  |
 MK1951|                                                           dddmmss.s |
 MK1951| CO2439 ST EDWARDS 2 RM 3                    18.155 METERS 00223     |
 MK1951| CO2440 ST EDWARDS 2 RM 4                    20.194 METERS 08955     |
 MK1951| MK1947 MONROE RM 3                         APPROX.13.9 KM 1171308.4 |
 MK1951| MK1952 ST EDWARDS CORNHUSKER REA MAST      250.492 METERS 24725     |
 MK1951| CO2441 ST EDWARDS 2 RM 5                                  26450     |
 MK1951| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX.22.6 KM 3003743.5 |
 MK1951| MK1954 ALBION TV STA KHQL MAST             APPROX.15.3 KM 3245059.4 |
 MK1951|---------------------------------------------------------------------|
 MK1951
 MK1951                          SUPERSEDED SURVEY CONTROL
 MK1951
 MK1951  NAD 83(1986)-  41 34 08.15804(N)    097 46 17.33537(W) AD(       ) 1
 MK1951  NAD 27      -  41 34 08.11336(N)    097 46 16.14292(W) AD(       ) 1
 MK1951  NGVD 29 (07/19/86)  558.0    (m)         1831.     (f) VERT ANG       
 MK1951
 MK1951.Superseded values are not recommended for survey control.
 MK1951
 MK1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1951.See file dsdata.pdf to determine how the superseded data were derived.
 MK1951
 MK1951_MARKER: DS = TRIANGULATION STATION DISK
 MK1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1951_STAMPING: ST EDWARDS 2 1972
 MK1951_MARK LOGO: CGS
 MK1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1951+STABILITY: SURFACE MOTION
 MK1951
 MK1951  HISTORY     - Date     Condition        Report By
 MK1951  HISTORY     - 1972     MONUMENTED       NGS
 MK1951
 MK1951                          STATION DESCRIPTION
 MK1951
 MK1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1951'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF MONROE, 9 MILES
 MK1951'NORTH OF GENOA, 5 MILES EAST OF ST EDWARD AND ON FARM PROPERTY OWNED
 MK1951'BY MR. TOM REARDON.
 MK1951'
 MK1951'TO REACH THE STATION FROM THE POST OFFICE IN ST EDWARD GO EAST ON
 MK1951'STATE HIGHWAY 39 FOR 0.75 MILES TO A CROSSROAD, ON CURVE.  TURN
 MK1951'LEFT AND GO EAST ON PAVED ROAD FOR 2.0 MILES TO A CROSSROAD, AND
 MK1951'END OF PAVED ROAD.  CONTINUE EAST ON ON A GRAVELED ROAD FOR 1.9
 MK1951'MILES TO REFERENCE MARK 5 ON THE LEFT.  CONTINUE EAST ON THE
 MK1951'GRAVELED ROAD FOR 0.2 MILE TO THE REARDON DRIVEWAY ON THE LEFT.
 MK1951'TURN LEFT AND GO NORTH FOR 0.05 MILE TO A SMALL WHITE BUILDING ON
 MK1951'THE LEFT.  TURN LEFT AND GO WEST-SOUTHWEST FOR 0.1 MILE,
 MK1951'BEARING AROUND FARM HOUSE TO STATION.
 MK1951'
 MK1951'THE MARKS, ARE STANDARD TRIANGULATION DISKS STAMPED ST EDWARDS
 MK1951'2 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 MK1951'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IS IS
 MK1951'4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MK1951'
 MK1951'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ST EDWARDS 2 NO 3
 MK1951'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MK1951'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 52 FEET NORTH OF THE
 MK1951'METAL WITNESS POST WITH SIGN ATTACHED.
 MK1951'
 MK1951'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ST EDWARDS 2 NO 4
 MK1951'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MK1951'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 70 FEET EAST OF THE
 MK1951'METAL WITNESS POST WITH SIGN ATTACHED.
 MK1951'
 MK1951'REFERNCE MARK 5 IS A STANDARD DISK STAMPED ST EDWARDS 2 NO 5
 MK1951'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MK1951'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 46 FEET NORTH OF THE
 MK1951'CENTER OF THE GRAVELED ROAD, 1 FOOT SOUTH OF A POWER POLE AND
 MK1951'1 FOOT EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1952 ***********************************************************************
 MK1952  DESIGNATION -  ST EDWARDS CORNHUSKER REA MAST
 MK1952  PID         -  MK1952
 MK1952  STATE/COUNTY-  NE/PLATTE
 MK1952  COUNTRY     -  US
 MK1952  USGS QUAD   -  SAINT EDWARD (2017)
 MK1952
 MK1952                         *CURRENT SURVEY CONTROL
 MK1952  ______________________________________________________________________
 MK1952* NAD 83(1995) POSITION- 41 34 05.03194(N) 097 46 27.31344(W)   ADJUSTED
 MK1952  ______________________________________________________________________
 MK1952  GEOID HEIGHT    -        -24.708 (meters)                     GEOID18
 MK1952  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 MK1952  HORZ ORDER      -  THIRD
 MK1952
 MK1952.The horizontal coordinates were established by classical geodetic methods
 MK1952.and adjusted by the National Geodetic Survey in August 1997.
 MK1952
 MK1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1952.GEOID18 height accuracy estimate available here.
 MK1952
 MK1952.Click photographs - Photos may exist for this station.
 MK1952
 MK1952.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1952
 MK1952. The following values were computed from the NAD 83(1995) position.
 MK1952
 MK1952;                    North         East     Units Scale Factor Converg.
 MK1952;SPC NE       -   194,987.652   685,562.799   MT  0.99965918   +1 28 30.0
 MK1952;SPC NE       -   639,721.99  2,249,217.28   sFT  0.99965918   +1 28 30.0
 MK1952;UTM  14      - 4,602,546.114   602,197.937   MT  0.99972853   +0 48 48.1
 MK1952
 MK1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0219702546(NAD 83)
 MK1952
 MK1952                          SUPERSEDED SURVEY CONTROL
 MK1952
 MK1952  NAD 83(1986)-  41 34 05.04028(N)    097 46 27.31806(W) AD(       ) 3
 MK1952  NAD 27      -  41 34 04.99533(N)    097 46 26.12566(W) AD(       ) 3
 MK1952
 MK1952.Superseded values are not recommended for survey control.
 MK1952
 MK1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1952.See file dsdata.pdf to determine how the superseded data were derived.
 MK1952
 MK1952_MARKER: 42 = RADIO/TV MAST
 MK1952
 MK1952  HISTORY     - Date     Condition        Report By
 MK1952  HISTORY     - 1972     FIRST OBSERVED   NGS
 MK1952
 MK1952                          STATION DESCRIPTION
 MK1952
 MK1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1952'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ST EDWARDS,
 MK1952'CORNHUSKER RURAL ELECTRIC ASSOCIATION, KAC 54 RADIO MAST THAT IS
 MK1952'LOCATED ABOUT 14 MILES SOUTHWEST OF ALBION, 11 MILES NORTHEAST OF
 MK1952'MONROE AND 4.5 MILES EAST OF ST EDWARDS.  THE MAST IS TRIANGULAR
 MK1952'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND
 MK1952'IS 200 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1866 ***********************************************************************
 MK1866  DESIGNATION -  ST FRANCIS CHURCH SPIRE
 MK1866  PID         -  MK1866
 MK1866  STATE/COUNTY-  NE/BUTLER
 MK1866  COUNTRY     -  US
 MK1866  USGS QUAD   -  BRAINARD (2017)
 MK1866
 MK1866                         *CURRENT SURVEY CONTROL
 MK1866  ______________________________________________________________________
 MK1866* NAD 83(1995) POSITION- 41 11 18.07539(N) 097 04 54.98643(W)   ADJUSTED
 MK1866  ______________________________________________________________________
 MK1866  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 MK1866  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 MK1866  HORZ ORDER      -  THIRD
 MK1866
 MK1866.The horizontal coordinates were established by classical geodetic methods
 MK1866.and adjusted by the National Geodetic Survey in August 1997.
 MK1866
 MK1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1866.GEOID18 height accuracy estimate available here.
 MK1866
 MK1866.Click photographs - Photos may exist for this station.
 MK1866
 MK1866.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1866
 MK1866. The following values were computed from the NAD 83(1995) position.
 MK1866
 MK1866;                    North         East     Units Scale Factor Converg.
 MK1866;SPC NE       -   154,571.712   744,684.913   MT  0.99967386   +1 56 01.6
 MK1866;SPC NE       -   507,124.03  2,443,187.09   sFT  0.99967386   +1 56 01.6
 MK1866;UTM  14      - 4,561,439.941   660,855.680   MT  0.99991845   +1 15 48.2
 MK1866
 MK1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6085561439(NAD 83)
 MK1866
 MK1866                          SUPERSEDED SURVEY CONTROL
 MK1866
 MK1866  NAD 83(1986)-  41 11 18.08385(N)    097 04 54.98659(W) AD(       ) 3
 MK1866  NAD 27      -  41 11 18.03600(N)    097 04 53.86000(W) AD(       ) 3
 MK1866
 MK1866.Superseded values are not recommended for survey control.
 MK1866
 MK1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1866.See file dsdata.pdf to determine how the superseded data were derived.
 MK1866
 MK1866_MARKER: 90 = CHURCH SPIRE
 MK1866
 MK1866  HISTORY     - Date     Condition        Report By
 MK1866  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1866
 MK1866                          STATION DESCRIPTION
 MK1866
 MK1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1866'OBJECT OBSERVED UPON WAS THE TIP OF SPIRE ON ST. FRANCIS CHURCH,
 MK1866'LOCATED 1 MILE EAST OF STATE HIGHWAY 15, AND 0.3 MILE SOUTH OF
 MK1866'ROAD LEADING EAST TO BRAINARD.  THIS IS A RED BRICK BUILDING
 MK1866'BUILT IN 1914.
 MK1866'
 MK1866'OBSERVED UPON FROM STATIONS SABATA, RUTH, AND DAVID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1731 ***********************************************************************
 NM1731  DESIGNATION -  ST JOHNS
 NM1731  PID         -  NM1731
 NM1731  STATE/COUNTY-  NE/DAKOTA
 NM1731  COUNTRY     -  US
 NM1731  USGS QUAD   -  JACKSON (2017)
 NM1731
 NM1731                         *CURRENT SURVEY CONTROL
 NM1731  ______________________________________________________________________
 NM1731* NAD 83(1995) POSITION- 42 28 48.18325(N) 096 34 37.48595(W)   ADJUSTED
 NM1731* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 NM1731  ______________________________________________________________________
 NM1731  GEOID HEIGHT    -        -25.816 (meters)                     GEOID18
 NM1731  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 NM1731  HORZ ORDER      -  FIRST
 NM1731
 NM1731.The horizontal coordinates were established by classical geodetic methods
 NM1731.and adjusted by the National Geodetic Survey in August 1997.
 NM1731
 NM1731.The orthometric height was scaled from a topographic map.
 NM1731
 NM1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1731.GEOID18 height accuracy estimate available here.
 NM1731
 NM1731.Click photographs - Photos may exist for this station.
 NM1731
 NM1731.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1731
 NM1731. The following values were computed from the NAD 83(1995) position.
 NM1731
 NM1731;                    North         East     Units Scale Factor Converg.
 NM1731;SPC NE       -   299,436.917   781,321.246   MT  0.99980330   +2 16 06.1
 NM1731;SPC NE       -   982,402.62  2,563,384.79   sFT  0.99980330   +2 16 06.1
 NM1731;SPC SD S     -    23,283.398   908,784.800   MT  1.00010231   +2 35 28.5
 NM1731;SPC SD S     -    76,388.95  2,981,571.46   sFT  1.00010231   +2 35 28.5
 NM1731;UTM  14      - 4,705,922.573   699,150.602   MT  1.00008799   +1 38 12.5
 NM1731
 NM1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1731!SPC NE       -   0.99993753  x   0.99980330  =   0.99974084
 NM1731!SPC SD S     -   0.99993753  x   1.00010231  =   1.00003983
 NM1731!UTM  14      -   0.99993753  x   1.00008799  =   1.00002551
 NM1731
 NM1731:                Primary Azimuth Mark                     Grid Az
 NM1731:SPC NE       -  ST JOHNS AZ MK                           009 23 55.5
 NM1731:SPC SD S     -  ST JOHNS AZ MK                           009 04 33.1
 NM1731:UTM  14      -  ST JOHNS AZ MK                           010 01 49.1
 NM1731
 NM1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9915005922(NAD 83)
 NM1731
 NM1731|---------------------------------------------------------------------|
 NM1731| PID    Reference Object                     Distance      Geod. Az  |
 NM1731|                                                           dddmmss.s |
 NM1731| CO4610 ST JOHNS AZ MK                                     0114001.6 |
 NM1731| CO4611 ST JOHNS RM 1                        16.638 METERS 12508     |
 NM1731| CO4612 ST JOHNS RM 2                        20.115 METERS 24912     |
 NM1731|---------------------------------------------------------------------|
 NM1731
 NM1731                          SUPERSEDED SURVEY CONTROL
 NM1731
 NM1731  NAD 83(1986)-  42 28 48.18780(N)    096 34 37.48401(W) AD(       ) 1
 NM1731  NAD 27      -  42 28 48.20300(N)    096 34 36.36200(W) AD(       ) 1
 NM1731
 NM1731.Superseded values are not recommended for survey control.
 NM1731
 NM1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1731.See file dsdata.pdf to determine how the superseded data were derived.
 NM1731
 NM1731_MARKER: DS = TRIANGULATION STATION DISK
 NM1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1731_STAMPING: ST JOHNS 1940
 NM1731_MARK LOGO: CGS
 NM1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1731+STABILITY: SURFACE MOTION
 NM1731
 NM1731  HISTORY     - Date     Condition        Report By
 NM1731  HISTORY     - 1940     MONUMENTED       CGS
 NM1731
 NM1731                          STATION DESCRIPTION
 NM1731
 NM1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1731'STATION IS LOCATED ON A HIGH BARE HILL ABOUT 2.25 MILES NORTHWEST
 NM1731'OF JACKSON, NEAR THE NORTHEAST CORNER OF THE NORTHWEST QUARTER
 NM1731'OF SEC. 23, T. 29 N., ON PROPERTY OCCUPIED BY W.A. MACKEY.
 NM1731'
 NM1731'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON, GO EAST
 NM1731'ON U.S. HIGHWAY 20 FOR 0.1 MILE TO A DIRT ROAD LEFT, (NORTH)
 NM1731'TURN LEFT AND GO 1.3 MILES TO A FORK, TAKE LEFT FORK AND GO
 NM1731'0.8 MILE TO A CROSS ROAD, TURN RIGHT (NORTH) AND GO 0.2 MILE
 NM1731'TO A WIRE GATE, KEEP STRAIGHT AHEAD 0.1 MILE TO ANOTHER WIRE
 NM1731'GATE INTO MR. MACKEYS YARD, PASS THROUGH GATE AND FOLLOW FARM
 NM1731'ROAD 0.35 MILE TO TOP OF BARE HILL AND STATION.  FROM STATION
 NM1731'CONTINUE NORTH ALONG CREST OF HILL 0.3 MILE TO THE AZIMUTH
 NM1731'MARK.
 NM1731'
 NM1731'STATION MARK IS STAMPED ST. JOHNS 1940 AND PROJECTS 2 INCHES.
 NM1731'IT IS 26 FEET NORTH OF A FENCE, 27 FEET NORTHWEST OF A GATE
 NM1731'POST AND 26 FEET NORTH OF A WHITE REFERENCE POST.
 NM1731'
 NM1731'REFERENCE MARK NO. 1 IS STAMPED ST. JOHNS NO. 1 1940 AND
 NM1731'PROJECTS 2 INCHES.  IT IS 1 FOOT NORTH OF A FENCE AND 21 FEET
 NM1731'EAST OF A GATE POST.
 NM1731'
 NM1731'REFERENCE MARK NO. 2 IS STAMPED ST. JOHNS NO. 2 1940 AND
 NM1731'PROJECTS 4 INCHES.  IT IS 1 FOOT NORTH OF A FENCE AND 67 FEET
 NM1731'WEST OF A GATE POST.
 NM1731'
 NM1731'THE AZIMUTH MARK IS STAMPED ST. JOHNS 1940 AND PROJECTS 4
 NM1731'INCHES.  IT IS 3 FEET WEST OF A WHITE REFERENCE POST, AND 35
 NM1731'FEET WEST OF THE EAST EDGE OF THE BLUFF OVERLOOKING THE MISSOURI
 NM1731'RIVER.
 NM1731'
 NM1731'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1731'DESCRIBED.
 NM1731'
 NM1731'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1080 ***********************************************************************
 ML1080  DESIGNATION -  ST LIBORY
 ML1080  PID         -  ML1080
 ML1080  STATE/COUNTY-  NE/HOWARD
 ML1080  COUNTRY     -  US
 ML1080  USGS QUAD   -  SAINT LIBORY (2017)
 ML1080
 ML1080                         *CURRENT SURVEY CONTROL
 ML1080  ______________________________________________________________________
 ML1080* NAD 83(1995) POSITION- 41 03 41.04130(N) 098 20 42.44333(W)   ADJUSTED
 ML1080* NAVD 88 ORTHO HEIGHT -   565.    (meters)     1854.    (feet) SCALED
 ML1080  ______________________________________________________________________
 ML1080  GEOID HEIGHT    -        -24.961 (meters)                     GEOID18
 ML1080  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 ML1080  HORZ ORDER      -  THIRD
 ML1080
 ML1080.The horizontal coordinates were established by classical geodetic methods
 ML1080.and adjusted by the National Geodetic Survey in August 1997.
 ML1080
 ML1080.The orthometric height was scaled from a topographic map.
 ML1080
 ML1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1080.GEOID18 height accuracy estimate available here.
 ML1080
 ML1080.Click photographs - Photos may exist for this station.
 ML1080
 ML1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1080
 ML1080. The following values were computed from the NAD 83(1995) position.
 ML1080
 ML1080;                    North         East     Units Scale Factor Converg.
 ML1080;SPC NE       -   137,678.428   639,052.259   MT  0.99968849   +1 05 48.1
 ML1080;SPC NE       -   451,699.98  2,096,623.95   sFT  0.99968849   +1 05 48.1
 ML1080;UTM  14      - 4,545,779.686   555,025.170   MT  0.99963726   +0 25 48.6
 ML1080
 ML1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1080!SPC NE       -   0.99991526  x   0.99968849  =   0.99960377
 ML1080!UTM  14      -   0.99991526  x   0.99963726  =   0.99955255
 ML1080
 ML1080:                Primary Azimuth Mark                     Grid Az
 ML1080:SPC NE       -  ST LIBORY AZ MK                          328 52 38.6
 ML1080:UTM  14      -  ST LIBORY AZ MK                          329 32 38.1
 ML1080
 ML1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5502545779(NAD 83)
 ML1080
 ML1080|---------------------------------------------------------------------|
 ML1080| PID    Reference Object                     Distance      Geod. Az  |
 ML1080|                                                           dddmmss.s |
 ML1080| CO2443 ST LIBORY RM 1                       27.778 METERS 01358     |
 ML1080| CO2444 ST LIBORY RM 2                       36.641 METERS 27147     |
 ML1080| CO2442 ST LIBORY AZ MK                                    3295826.7 |
 ML1080|---------------------------------------------------------------------|
 ML1080
 ML1080                          SUPERSEDED SURVEY CONTROL
 ML1080
 ML1080  NAD 83(1986)-  41 03 41.04850(N)    098 20 42.44518(W) AD(       ) 3
 ML1080  NAD 27      -  41 03 40.98900(N)    098 20 41.19800(W) AD(       ) 3
 ML1080
 ML1080.Superseded values are not recommended for survey control.
 ML1080
 ML1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1080.See file dsdata.pdf to determine how the superseded data were derived.
 ML1080
 ML1080_MARKER: DS = TRIANGULATION STATION DISK
 ML1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1080
 ML1080  HISTORY     - Date     Condition        Report By
 ML1080  HISTORY     - 1950     MONUMENTED       CGS
 ML1080
 ML1080                          STATION DESCRIPTION
 ML1080
 ML1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1080'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF GRAND ISLAND
 ML1080'AND 10 MILES NORTHWEST OF CHAPMAN ON THE NORTH RIGHT-OF-WAY
 ML1080'OF AN EAST-WEST DIRT ROAD.  IT IS 54.5 FEET WEST OF A DIRT T
 ML1080'ROAD, 34 FEET NORTH OF THE EAST-WEST DIRT ROAD, (APPROXIMATE
 ML1080'CENTER OF BOTH) 20.5 FEET WEST OF A FENCE CORNER POST WITH
 ML1080'A TRIANGLE BLAZE AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 ML1080'4 INCHES AND THE DISK IS STAMPED ST. LIBORY 1950.
 ML1080'
 ML1080'REFERENCE MARK NO. 1 IS 122 FEET NORTH OF THE CENTER OF THE
 ML1080'EAST-WEST ROAD, 34 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 ML1080'T ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4
 ML1080'INCHES AND THE DISK IS STAMPED ST. LIBORY NO 1 1950.
 ML1080'
 ML1080'REFERENCE MARK NO. 2 IS 114.5 FEET EAST OF THE EAST RAIL OF
 ML1080'A RAILROAD, 37.5 FEET NORTH OF THE CENTER OF THE EAST-WEST
 ML1080'ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  THE MARK
 ML1080'PROJECTS 4 INCHES AND THE DISK IS STAMPED ST. LIBORY NO
 ML1080'2 1950.
 ML1080'
 ML1080'THE AZIMUTH MARK IS 50.5 FEET NORTH OF A TELEPHONE POLE, 32
 ML1080'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 9 FEET NORTH OF A
 ML1080'FENCE CORNER AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCE.  THE
 ML1080'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ST. LIBORY 1950.
 ML1080'
 ML1080'TO REACH THE STATION FROM THE POST OFFICE IN CHAPMAN, GO
 ML1080'WEST FOR 0.05 MILE TO A GRAVEL ROAD.  TURN RIGHT AND GO NORTH
 ML1080'FOR 0.55 MILE TO ANOTHER GRAVEL CROSS ROAD.  TURN LEFT AND
 ML1080'GO WEST FOR 9.45 MILES TO A GRAVEL CROSS ROAD, TURN RIGHT
 ML1080'AND GO NORTH FOR 2.1 MILES TO A DIRT CROSS ROAD.  TURN RIGHT
 ML1080'ACROSS RAILROAD TRACKS AND GO 0.05 MILE TO THE STATION ON
 ML1080'THE LEFT.
 ML1080'
 ML1080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 ML1080'DIRT ROAD FOR 0.05 MILE TO THE GRAVEL ROAD.  TURN RIGHT AND
 ML1080'GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT BY A FENCE CORNER.
 ML1080'
 ML1080'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0882 ***********************************************************************
 LG0882  DESIGNATION -  ST MARKS EV LUTH CH
 LG0882  PID         -  LG0882
 LG0882  STATE/COUNTY-  NE/THAYER
 LG0882  COUNTRY     -  US
 LG0882  USGS QUAD   -  BYRON (2017)
 LG0882
 LG0882                         *CURRENT SURVEY CONTROL
 LG0882  ______________________________________________________________________
 LG0882* NAD 83(1995) POSITION- 40 06 04.66549(N) 097 46 59.88204(W)   ADJUSTED
 LG0882  ______________________________________________________________________
 LG0882  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 LG0882  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 LG0882  HORZ ORDER      -  THIRD
 LG0882
 LG0882.The horizontal coordinates were established by classical geodetic methods
 LG0882.and adjusted by the National Geodetic Survey in August 1997.
 LG0882
 LG0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0882.GEOID18 height accuracy estimate available here.
 LG0882
 LG0882.Click photographs - Photos may exist for this station.
 LG0882
 LG0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0882
 LG0882. The following values were computed from the NAD 83(1995) position.
 LG0882
 LG0882;                    North         East     Units Scale Factor Converg.
 LG0882;SPC NE       -    32,176.230   688,983.442   MT  0.99995576   +1 28 08.4
 LG0882;SPC NE       -   105,564.85  2,260,439.84   sFT  0.99995576   +1 28 08.4
 LG0882;UTM  14      - 4,439,709.506   603,704.815   MT  0.99973239   +0 47 01.7
 LG0882
 LG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0370439709(NAD 83)
 LG0882
 LG0882                          SUPERSEDED SURVEY CONTROL
 LG0882
 LG0882  NAD 83(1986)-  40 06 04.67078(N)    097 46 59.88330(W) AD(       ) 3
 LG0882  NAD 27      -  40 06 04.65000(N)    097 46 58.74000(W) AD(       ) 3
 LG0882
 LG0882.Superseded values are not recommended for survey control.
 LG0882
 LG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0882.See file dsdata.pdf to determine how the superseded data were derived.
 LG0882
 LG0882_MARKER: 91 = CHURCH CROSS
 LG0882
 LG0882  HISTORY     - Date     Condition        Report By
 LG0882  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0882
 LG0882                          STATION DESCRIPTION
 LG0882
 LG0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0882'IT IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF RUSKIN, 1.0 MILE
 LG0882'SOUTH OF STATE HIGHWAY NO. 3, 0.1 MILE EAST OF THE CENTER OF A
 LG0882'CROSSROAD, AND 60 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 LG0882'IT IS ON THE SOUTH END OF A WHITE FRAME CHURCH BUILDING AND
 LG0882'HAS A CONE SHAPED ROOF WITH A CROSS AT ITS APEX.  THE OVERALL
 LG0882'HEIGHT IS ABOUT 55 FEET.  THE POINT OBSERVED UPON WAS THE CROSS
 LG0882'AT THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1849 ***********************************************************************
 MK1849  DESIGNATION -  ST MARYS CATHOLIC CH CROSS
 MK1849  PID         -  MK1849
 MK1849  STATE/COUNTY-  NE/PLATTE
 MK1849  COUNTRY     -  US
 MK1849  USGS QUAD   -  HUMPHREY (2017)
 MK1849
 MK1849                         *CURRENT SURVEY CONTROL
 MK1849  ______________________________________________________________________
 MK1849* NAD 83(1995) POSITION- 41 38 35.84396(N) 097 27 36.08617(W)   ADJUSTED
 MK1849  ______________________________________________________________________
 MK1849  GEOID HEIGHT    -        -24.941 (meters)                     GEOID18
 MK1849  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 MK1849  HORZ ORDER      -  THIRD
 MK1849
 MK1849.The horizontal coordinates were established by classical geodetic methods
 MK1849.and adjusted by the National Geodetic Survey in August 1997.
 MK1849
 MK1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1849.GEOID18 height accuracy estimate available here.
 MK1849
 MK1849.Click photographs - Photos may exist for this station.
 MK1849
 MK1849.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1849
 MK1849. The following values were computed from the NAD 83(1995) position.
 MK1849
 MK1849;                    North         East     Units Scale Factor Converg.
 MK1849;SPC NE       -   204,058.199   711,508.062   MT  0.99966146   +1 40 59.6
 MK1849;SPC NE       -   669,480.94  2,334,339.37   sFT  0.99966146   +1 40 59.6
 MK1849;UTM  14      - 4,611,317.761   628,248.786   MT  0.99980241   +1 01 24.4
 MK1849
 MK1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2824811317(NAD 83)
 MK1849
 MK1849                          SUPERSEDED SURVEY CONTROL
 MK1849
 MK1849  NAD 83(1986)-  41 38 35.85276(N)    097 27 36.09057(W) AD(       ) 3
 MK1849  NAD 27      -  41 38 35.81700(N)    097 27 34.93300(W) AD(       ) 3
 MK1849
 MK1849.Superseded values are not recommended for survey control.
 MK1849
 MK1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1849.See file dsdata.pdf to determine how the superseded data were derived.
 MK1849
 MK1849_MARKER: 91 = CHURCH CROSS
 MK1849
 MK1849  HISTORY     - Date     Condition        Report By
 MK1849  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1849
 MK1849                          STATION DESCRIPTION
 MK1849
 MK1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1849'POINT OBSERVED UPON WAS TIP OF CROSS ON ST. MARYS CATHOLIC
 MK1849'CHURCH LOCATED ABOUT 6 MILES SOUTHEAST OF HUMPHREY.
 MK1849'
 MK1849'OBSERVED UPON FROM STATIONS GERMAN, TARNOV, JANSSEN, AND HOBZA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1037 ***********************************************************************
 LH1037  DESIGNATION -  ST MATHEWS LUTHERAN CH SPIRE
 LH1037  PID         -  LH1037
 LH1037  STATE/COUNTY-  NE/GOSPER
 LH1037  COUNTRY     -  US
 LH1037  USGS QUAD   -  ARAPAHOE (2017)
 LH1037
 LH1037                         *CURRENT SURVEY CONTROL
 LH1037  ______________________________________________________________________
 LH1037* NAD 83(1995) POSITION- 40 21 05.04852(N) 099 57 45.67984(W)   ADJUSTED
 LH1037  ______________________________________________________________________
 LH1037  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 LH1037  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 LH1037  HORZ ORDER      -  THIRD
 LH1037
 LH1037.The horizontal coordinates were established by classical geodetic methods
 LH1037.and adjusted by the National Geodetic Survey in August 1997.
 LH1037
 LH1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1037.GEOID18 height accuracy estimate available here.
 LH1037
 LH1037.Click photographs - Photos may exist for this station.
 LH1037
 LH1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1037
 LH1037. The following values were computed from the NAD 83(1995) position.
 LH1037
 LH1037;                    North         East     Units Scale Factor Converg.
 LH1037;SPC NE       -    57,523.073   503,169.306   MT  0.99985959   +0 01 29.0
 LH1037;SPC NE       -   188,723.62  1,650,814.63   sFT  0.99985959   +0 01 29.0
 LH1037;UTM  14      - 4,467,205.344   418,247.320   MT  0.99968227   -0 37 24.1
 LH1037
 LH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1824767205(NAD 83)
 LH1037
 LH1037                          SUPERSEDED SURVEY CONTROL
 LH1037
 LH1037  NAD 83(1986)-  40 21 05.05336(N)    099 57 45.68349(W) AD(       ) 3
 LH1037  NAD 27      -  40 21 05.02700(N)    099 57 44.22800(W) AD(       ) 3
 LH1037
 LH1037.Superseded values are not recommended for survey control.
 LH1037
 LH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1037.See file dsdata.pdf to determine how the superseded data were derived.
 LH1037
 LH1037_MARKER: 90 = CHURCH SPIRE
 LH1037
 LH1037  HISTORY     - Date     Condition        Report By
 LH1037  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1037  HISTORY     - 1951     GOOD             CGS
 LH1037
 LH1037                          STATION DESCRIPTION
 LH1037
 LH1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1037'SAINT MATTHEWS LUTHERAN CHURCH, 1893-1924, AS INSCRIBED ON CORNER
 LH1037'STONE.  WHITE FRAME BUILDING WITH GREEN TIN SHINGLED SPIRE,
 LH1037'ABOUT 50 FEET HIGH.  LOCATED 3.2 MILES NORTH AND 3 MILES
 LH1037'WEST OF ARAPAHOE IN GOSPER COUNTY.  OBSERVED UPON TIP OF
 LH1037'SPIRE.
 LH1037'
 LH1037'OBSERVED FROM ELKREEK, MUDDY, AND SINK.
 LH1037
 LH1037                          STATION RECOVERY (1951)
 LH1037
 LH1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1037'THE STATION IS LOCATED ABOUT 4.25 MILES NORTHWEST OF ARAPAHOE.
 LH1037'IT IS 85.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD
 LH1037'AND 60.0 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.
 LH1037'IT IS A GREEN COLORED SPIRE ON TOP A 4 SIDED BELFRY AND
 LH1037'HAS AN OVERALL HEIGHT OF ABOUT 90.0 FEET.  THE SPIRE IS
 LH1037'LOCATED AT THE SOUTH END AND THE CENTER OF THE CHURCH.
 LH1037'
 LH1037'THE TOP AN CENTER OF THE SPIRE WAS OBSERVED.
 LH1037'
 LH1037'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO
 LH1037'NORTH ON STATE HIGHWAY 21 FOR 3.25 MILES TO A T ROAD LEADING
 LH1037'WEST, JUST BEFORE REACHING A STEEL BRIDGE.  TURN LEFT, WEST,
 LH1037'ON GRADED ROAD FOR 3.2 MILES TO THE CHURCH ON THE RIGHT AS
 LH1037'DESCRIBED.
 LH1037'
 LH1037'PROBABLY THE SAME STATION AS LOCATED IN 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0265 ***********************************************************************
 ML0265  DESIGNATION -  ST PAUL
 ML0265  PID         -  ML0265
 ML0265  STATE/COUNTY-  NE/HOWARD
 ML0265  COUNTRY     -  US
 ML0265  USGS QUAD   -  SAINT PAUL (2017)
 ML0265
 ML0265                         *CURRENT SURVEY CONTROL
 ML0265  ______________________________________________________________________
 ML0265* NAD 83(1986) POSITION- 41 12 52.     (N) 098 27 28.     (W)   SCALED
 ML0265* NAVD 88 ORTHO HEIGHT -   552.240 (meters)     1811.81  (feet) ADJUSTED
 ML0265  ______________________________________________________________________
 ML0265  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 ML0265  DYNAMIC HEIGHT  -        551.962 (meters)     1810.90  (feet) COMP
 ML0265  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 ML0265
 ML0265  VERT ORDER      -  SECOND    CLASS 0
 ML0265
 ML0265.The horizontal coordinates were scaled from a map and have
 ML0265.an estimated accuracy of +/- 6 seconds.
 ML0265
 ML0265.The orthometric height was determined by differential leveling and
 ML0265.adjusted by the NATIONAL GEODETIC SURVEY
 ML0265.in June 1991.
 ML0265
 ML0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0265.GEOID18 height accuracy estimate available here.
 ML0265
 ML0265.Click photographs - Photos may exist for this station.
 ML0265
 ML0265.The dynamic height is computed by dividing the NAVD 88
 ML0265.geopotential number by the normal gravity value computed on the
 ML0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0265.degrees latitude (g = 980.6199 gals.).
 ML0265
 ML0265.The modeled gravity was interpolated from observed gravity values.
 ML0265
 ML0265;                    North         East    Units  Estimated Accuracy
 ML0265;SPC NE       -   154,490.      629,280.      MT  (+/- 180 meters Scaled)
 ML0265
 ML0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL454627(NAD 83)
 ML0265
 ML0265                          SUPERSEDED SURVEY CONTROL
 ML0265
 ML0265  NGVD 29 (??/??/92)  551.994  (m)         1811.00   (f) ADJ UNCH    2 0
 ML0265
 ML0265.Superseded values are not recommended for survey control.
 ML0265
 ML0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0265.See file dsdata.pdf to determine how the superseded data were derived.
 ML0265
 ML0265_MARKER: DB = BENCH MARK DISK
 ML0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0265_STAMPING: ST PAUL 1935
 ML0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0265+STABILITY: SURFACE MOTION
 ML0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0265+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 ML0265
 ML0265  HISTORY     - Date     Condition        Report By
 ML0265  HISTORY     - 1935     MONUMENTED       CGS
 ML0265  HISTORY     - 1949     GOOD             CGS
 ML0265  HISTORY     - 20100601 MARK NOT FOUND   NEGS
 ML0265  HISTORY     - 20101201 GOOD             NEDR
 ML0265
 ML0265                          STATION DESCRIPTION
 ML0265
 ML0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0265'AT ST PAUL.
 ML0265'AT ST. PAUL, HOWARD COUNTY, AT THE SOUTHWEST CORNER OF THE
 ML0265'COUNTY COURTHOUSE LAWN, 178 FEET SOUTHWEST OF THE SOUTHWEST
 ML0265'CORNER OF THE BUILDING, 47.9 FEET NORTH OF THE CENTERLINE OF
 ML0265'INDIAN STREET, AND 47.9 FEET EAST OF THE CENTERLINE OF SEVENTH
 ML0265'STREET.  A STANDARD DISK, STAMPED ST. PAUL 1935 AND SET IN THE
 ML0265'TOP OF A CONCRETE POST.  NOTE-- FOUND AS DESCRIBED ON THE
 ML0265'LINE ALLIANCE TO ST. PAUL, NEBRASKA.  THE DISK IS NOT STAMPED
 ML0265'ST. PAUL 1935 BUT ONLY SAINT PAUL.
 ML0265
 ML0265                          STATION RECOVERY (2010)
 ML0265
 ML0265'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0265'MARK NOT FOUND.
 ML0265
 ML0265                          STATION RECOVERY (2010)
 ML0265
 ML0265'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (DK)
 ML0265'COURTHOUSE AS DESCRIBED, DESTROYED BY FIRE. 47.9' NORTH OF THE CENTER
 ML0265'OF INDIAN STREET. 47.9' WEST OF THE CENTER OF SEVENTH STREET. 9.5'
 ML0265'EAST OF EAST EDGE OF CONC WALK, 8.8' NORTH OF THE NORTH EDGE OF CONC
 ML0265'WALK. 12.5' NORTH EAST FROM CORNER OF CONC WALK. A MAGNET WAS SET ON
 ML0265'THE NORTH EAST SIDE OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1087 ***********************************************************************
 LG1087  DESIGNATION -  ST PAUL EVAN LUTHERAN CHURCH
 LG1087  PID         -  LG1087
 LG1087  STATE/COUNTY-  NE/GAGE
 LG1087  COUNTRY     -  US
 LG1087  USGS QUAD   -  CLATONIA (2017)
 LG1087
 LG1087                         *CURRENT SURVEY CONTROL
 LG1087  ______________________________________________________________________
 LG1087* NAD 83(1995) POSITION- 40 25 07.29360(N) 096 49 06.26548(W)   ADJUSTED
 LG1087  ______________________________________________________________________
 LG1087  GEOID HEIGHT    -        -26.686 (meters)                     GEOID18
 LG1087  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LG1087  HORZ ORDER      -  THIRD
 LG1087
 LG1087.The horizontal coordinates were established by classical geodetic methods
 LG1087.and adjusted by the National Geodetic Survey in August 1997.
 LG1087
 LG1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1087.GEOID18 height accuracy estimate available here.
 LG1087
 LG1087.Click photographs - Photos may exist for this station.
 LG1087
 LG1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1087
 LG1087. The following values were computed from the NAD 83(1995) position.
 LG1087
 LG1087;                    North         East     Units Scale Factor Converg.
 LG1087;SPC NE       -    69,960.213   769,916.881   MT  0.99983690   +2 06 30.4
 LG1087;SPC NE       -   229,527.80  2,525,968.97   sFT  0.99983690   +2 06 30.4
 LG1087;UTM  14      - 4,476,514.916   685,084.984   MT  1.00002169   +1 24 53.6
 LG1087
 LG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8508476514(NAD 83)
 LG1087
 LG1087                          SUPERSEDED SURVEY CONTROL
 LG1087
 LG1087  NAD 83(1986)-  40 25 07.30094(N)    096 49 06.26255(W) AD(       ) 3
 LG1087  NAD 27      -  40 25 07.29300(N)    096 49 05.16300(W) AD(       ) 3
 LG1087
 LG1087.Superseded values are not recommended for survey control.
 LG1087
 LG1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1087.See file dsdata.pdf to determine how the superseded data were derived.
 LG1087
 LG1087_MARKER: 90 = CHURCH SPIRE
 LG1087
 LG1087  HISTORY     - Date     Condition        Report By
 LG1087  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1087  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1087
 LG1087                          STATION DESCRIPTION
 LG1087
 LG1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1087'THE STATION IS THE SPIRE ON THE ST PAUL EVANGELICAL LUTHERAN
 LG1087'CHURCH, LOCATED ABOUT 0.8 MILES WEST AND 0.25 MILE SOUTH OF
 LG1087'STATION SNAKE.  IT IS A WHITE FRAME STRUCTURE FACING EAST WITH
 LG1087'A CONE SHAPED CUPOLA AND A SPIRE OVER THE EAST AND MAIN ENTRANCE.
 LG1087'THE SHINGLING ON THE CUPOLA IS PAINTED GREY.  POINT OBSERVED
 LG1087'UPON, SPIRE ON TOP OF CUPOLA.
 LG1087
 LG1087                          STATION RECOVERY (2004)
 LG1087
 LG1087'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1087'STATION NOT FOUND. SITE LOCATED. CHURCH NO LONGER EXISTS. CHURCH
 LG1087'REFERENCED IN THE 1947 DESCRIPTION WAS SOLD AND MOVED OFF SITE AND A
 LG1087'NEW CHURCH BUILT ON THE EAST SIDE OF ROAD (S.W. 72ND ROAD) ACCORDING
 LG1087'TO CURRENT CHURCH MEMBER. SITE WAS SOUTH OF W. CEDAR ROAD AND WEST OF
 LG1087'S.W.72ND ROAD. THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1084 ***********************************************************************
 ML1084  DESIGNATION -  ST PAUL MUNICIPAL STANDPIPE
 ML1084  PID         -  ML1084
 ML1084  STATE/COUNTY-  NE/HOWARD
 ML1084  COUNTRY     -  US
 ML1084  USGS QUAD   -  SAINT PAUL (2017)
 ML1084
 ML1084                         *CURRENT SURVEY CONTROL
 ML1084  ______________________________________________________________________
 ML1084* NAD 83(1995) POSITION- 41 12 54.66599(N) 098 27 27.45716(W)   ADJUSTED
 ML1084  ______________________________________________________________________
 ML1084  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 ML1084  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 ML1084  HORZ ORDER      -  THIRD
 ML1084
 ML1084.The horizontal coordinates were established by classical geodetic methods
 ML1084.and adjusted by the National Geodetic Survey in August 1997.
 ML1084
 ML1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1084.GEOID18 height accuracy estimate available here.
 ML1084
 ML1084.Click photographs - Photos may exist for this station.
 ML1084
 ML1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1084
 ML1084. The following values were computed from the NAD 83(1995) position.
 ML1084
 ML1084;                    North         East     Units Scale Factor Converg.
 ML1084;SPC NE       -   154,574.239   629,295.517   MT  0.99967139   +1 01 19.7
 ML1084;SPC NE       -   507,132.32  2,064,613.71   sFT  0.99967139   +1 01 19.7
 ML1084;UTM  14      - 4,562,786.877   545,465.818   MT  0.99962544   +0 21 26.5
 ML1084
 ML1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4546562786(NAD 83)
 ML1084
 ML1084                          SUPERSEDED SURVEY CONTROL
 ML1084
 ML1084  NAD 83(1986)-  41 12 54.67261(N)    098 27 27.45981(W) AD(       ) 3
 ML1084  NAD 27      -  41 12 54.61900(N)    098 27 26.21300(W) AD(       ) 3
 ML1084
 ML1084.Superseded values are not recommended for survey control.
 ML1084
 ML1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1084.See file dsdata.pdf to determine how the superseded data were derived.
 ML1084
 ML1084_MARKER: 52 = STANDPIPE TANK
 ML1084
 ML1084  HISTORY     - Date     Condition        Report By
 ML1084  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1084  HISTORY     - 1951     GOOD             CGS
 ML1084
 ML1084                          STATION DESCRIPTION
 ML1084
 ML1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1084'THE STATION IS LOCATED IN ST PAUL.  IT IS ABOUT 100 FEET HIGH,
 ML1084'12 FEET IN DIAMETER, PAINTED SILVER AND HAS ST PAUL STENCILED
 ML1084'HORIZONTALLY ON THE SIDE.
 ML1084'
 ML1084'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STANDPIPE.
 ML1084'
 ML1084'IT IS ABOUT 30 FEET NORTHWEST OF THE COURTHOUSE.
 ML1084
 ML1084                          STATION RECOVERY (1951)
 ML1084
 ML1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1084'THE STATION IS LOCATED 1 BLOCK NORTH OF THE BUSINESS DISTRICT
 ML1084'IN ST. PAUL, 24 FEET NORTHWEST FROM THE NORTHWEST CORNER OF
 ML1084'THE HOWARD COUNTY COURTHOUSE AND 126 FEET EAST FROM THE
 ML1084'CENTER OF A NORTH-SOUTH STREET.  IT IS A SILVER COLORED,
 ML1084'CYLINDRICAL SHAPED STRUCTURE 12 FEET IN DIAMETER AND HAS
 ML1084'AN OVERALL HEIGHT OF 75 FEET.
 ML1084'
 ML1084'THE POINT OBSERVED WAS THE CENTER OF STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1087 ***********************************************************************
 ML1087  DESIGNATION -  ST PAUL REA RADIO MAST
 ML1087  PID         -  ML1087
 ML1087  STATE/COUNTY-  NE/HOWARD
 ML1087  COUNTRY     -  US
 ML1087  USGS QUAD   -  SAINT PAUL (2017)
 ML1087
 ML1087                         *CURRENT SURVEY CONTROL
 ML1087  ______________________________________________________________________
 ML1087* NAD 83(1995) POSITION- 41 13 15.22651(N) 098 29 10.73345(W)   ADJUSTED
 ML1087  ______________________________________________________________________
 ML1087  GEOID HEIGHT    -        -24.605 (meters)                     GEOID18
 ML1087  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 ML1087  HORZ ORDER      -  THIRD
 ML1087
 ML1087.The horizontal coordinates were established by classical geodetic methods
 ML1087.and adjusted by the National Geodetic Survey in August 1997.
 ML1087
 ML1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1087.GEOID18 height accuracy estimate available here.
 ML1087
 ML1087.Click photographs - Photos may exist for this station.
 ML1087
 ML1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1087
 ML1087. The following values were computed from the NAD 83(1995) position.
 ML1087
 ML1087;                    North         East     Units Scale Factor Converg.
 ML1087;SPC NE       -   155,165.712   626,879.791   MT  0.99967090   +1 00 11.2
 ML1087;SPC NE       -   509,072.84  2,056,688.11   sFT  0.99967090   +1 00 11.2
 ML1087;UTM  14      - 4,563,406.305   543,057.229   MT  0.99962282   +0 20 18.6
 ML1087
 ML1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4305763406(NAD 83)
 ML1087
 ML1087                          SUPERSEDED SURVEY CONTROL
 ML1087
 ML1087  NAD 83(1986)-  41 13 15.23445(N)    098 29 10.73610(W) AD(       ) 3
 ML1087  NAD 27      -  41 13 15.18800(N)    098 29 09.47900(W) AD(       ) 3
 ML1087
 ML1087.Superseded values are not recommended for survey control.
 ML1087
 ML1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1087.See file dsdata.pdf to determine how the superseded data were derived.
 ML1087
 ML1087_MARKER: 42 = RADIO/TV MAST
 ML1087
 ML1087  HISTORY     - Date     Condition        Report By
 ML1087  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1087
 ML1087                          STATION DESCRIPTION
 ML1087
 ML1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1087'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF ST. PAUL
 ML1087'AND 180 FEET NORTH FROM THE CENTER OF STATE HIGHWAY 92.  TO
 ML1087'REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO NORTH
 ML1087'ON A GRAVELED STREET FOR 0.45 MILE TO STATE HIGHWAY 92, TURN
 ML1087'LEFT AND GO WESTERLY ON STATE HIGHWAY 92 FOR 1.45 MILE TO
 ML1087'THE STATION ON THE RIGHT.  IT IS A TRIANGULAR SHAPED STEEL
 ML1087'STRUCTURE AND HAS AN OVERALL HEIGHT OF 145 FEET.
 ML1087'
 ML1087'THE POINT OBSERVED WAS THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1036 ***********************************************************************
 LG1036  DESIGNATION -  ST PAULS EVAN REFORMED CHURCH
 LG1036  PID         -  LG1036
 LG1036  STATE/COUNTY-  NE/JOHNSON
 LG1036  COUNTRY     -  US
 LG1036  USGS QUAD   -  VESTA (2017)
 LG1036
 LG1036                         *CURRENT SURVEY CONTROL
 LG1036  ______________________________________________________________________
 LG1036* NAD 83(1995) POSITION- 40 17 57.77272(N) 096 16 27.15539(W)   ADJUSTED
 LG1036  ______________________________________________________________________
 LG1036  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 LG1036  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 LG1036  HORZ ORDER      -  THIRD
 LG1036
 LG1036.The horizontal coordinates were established by classical geodetic methods
 LG1036.and adjusted by the National Geodetic Survey in August 1997.
 LG1036
 LG1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1036.GEOID18 height accuracy estimate available here.
 LG1036
 LG1036.Click photographs - Photos may exist for this station.
 LG1036
 LG1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1036
 LG1036. The following values were computed from the NAD 83(1995) position.
 LG1036
 LG1036;                    North         East     Units Scale Factor Converg.
 LG1036;SPC NE       -    58,570.050   816,629.129   MT  0.99987806   +2 28 08.7
 LG1036;SPC NE       -   192,158.57  2,679,224.07   sFT  0.99987806   +2 28 08.7
 LG1036;UTM  14      - 4,464,552.151   731,667.768   MT  1.00026071   +1 45 49.6
 LG1036
 LG1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3166764552(NAD 83)
 LG1036
 LG1036                          SUPERSEDED SURVEY CONTROL
 LG1036
 LG1036  NAD 83(1986)-  40 17 57.78076(N)    096 16 27.15152(W) AD(       ) 3
 LG1036  NAD 27      -  40 17 57.78000(N)    096 16 26.11000(W) AD(       ) 3
 LG1036
 LG1036.Superseded values are not recommended for survey control.
 LG1036
 LG1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1036.See file dsdata.pdf to determine how the superseded data were derived.
 LG1036
 LG1036_MARKER: 90 = CHURCH SPIRE
 LG1036
 LG1036  HISTORY     - Date     Condition        Report By
 LG1036  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1036  HISTORY     - 20050716 GOOD             USPSQD
 LG1036
 LG1036                          STATION DESCRIPTION
 LG1036
 LG1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1036'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF TECUMSEH, 4.5
 LG1036'MILES SOUTHEAST OF VESTA, 0.4 MILE SOUTH OF A CROSSROAD, AND 70
 LG1036'FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT IS A CONE SHAPED
 LG1036'SPIRE ON THE TOP OF A BELL TOWER AT THE EAST END OF A CHURCH
 LG1036'BUILDING.  IT HAS AN OVERALL HEIGHT OF ABOUT 50 FEET.
 LG1036'
 LG1036'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE SPIRE.
 LG1036
 LG1036                          STATION RECOVERY (2005)
 LG1036
 LG1036'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG1036'STATION FOUND GOOD. CHURCH IS NOW ST. PAUL'S UNITED CHURCH OF CHRIST.
 LG1036'NEW DIRECTIONS TO STATION SHOULD BE AS FOLLOWS. FROM TECUMSEH GO WEST
 LG1036'ON U.S. HIGHWAY 136 FOR 6 MILES TO 613 AVE. GO SOUTH 0.4 MILE TO
 LG1036'726.55 RD IN VESTA, CONTINUE SOUTH FOR 3.4 MILES ON 613 AVE TO 723 RD.
 LG1036'GO 3 MILES EAST ON 723 RD. TO 616 AVE, TURN RIGHT. GO SOUTH 0.3 MILE
 LG1036'TO CHURCH ON RIGHT (WEST SIDE OF ROAD).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0833 ***********************************************************************
 LG0833  DESIGNATION -  ST PAULS LUTHERAN CHURCH SPIRE
 LG0833  PID         -  LG0833
 LG0833  STATE/COUNTY-  NE/THAYER
 LG0833  COUNTRY     -  US
 LG0833  USGS QUAD   -  HUBBELL (2017)
 LG0833
 LG0833                         *CURRENT SURVEY CONTROL
 LG0833  ______________________________________________________________________
 LG0833* NAD 83(1995) POSITION- 40 06 34.31429(N) 097 26 41.98465(W)   ADJUSTED
 LG0833  ______________________________________________________________________
 LG0833  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 LG0833  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LG0833  HORZ ORDER      -  THIRD
 LG0833
 LG0833.The horizontal coordinates were established by classical geodetic methods
 LG0833.and adjusted by the National Geodetic Survey in August 1997.
 LG0833
 LG0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0833.GEOID18 height accuracy estimate available here.
 LG0833
 LG0833.Click photographs - Photos may exist for this station.
 LG0833
 LG0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0833
 LG0833. The following values were computed from the NAD 83(1995) position.
 LG0833
 LG0833;                    North         East     Units Scale Factor Converg.
 LG0833;SPC NE       -    33,886.152   717,790.567   MT  0.99995229   +1 41 35.5
 LG0833;SPC NE       -   111,174.82  2,354,951.22   sFT  0.99995229   +1 41 35.5
 LG0833;UTM  14      - 4,441,073.039   632,525.172   MT  0.99981621   +1 00 07.1
 LG0833
 LG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3252541073(NAD 83)
 LG0833
 LG0833                          SUPERSEDED SURVEY CONTROL
 LG0833
 LG0833  NAD 83(1986)-  40 06 34.32010(N)    097 26 41.98452(W) AD(       ) 3
 LG0833  NAD 27      -  40 06 34.30700(N)    097 26 40.84200(W) AD(       ) 3
 LG0833
 LG0833.Superseded values are not recommended for survey control.
 LG0833
 LG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0833.See file dsdata.pdf to determine how the superseded data were derived.
 LG0833
 LG0833_MARKER: 90 = CHURCH SPIRE
 LG0833
 LG0833  HISTORY     - Date     Condition        Report By
 LG0833  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0833
 LG0833                          STATION DESCRIPTION
 LG0833
 LG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0833'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF GILEAD.  IT
 LG0833'IS ABOUT 150 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD.  IT IS A
 LG0833'WHITE FRAME BUILDING WITH THE SPIRE ON THE EAST END OF THE
 LG0833'BUILDING.  THE SPIRE IS ABOUT 75 FEET HIGH AND HAS A BALL ON THE
 LG0833'TOP.  THE POINT OBSERVED UPON WAS THE BALL ON THE TOP.
 LG0833'
 LG0833'TO REACH THE STATION FROM GILEAD GO SOUTH ON A GRAVELED ROAD
 LG0833'FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND GO 1.3 MILES TO A
 LG0833'CROSS ROAD, TURN LEFT AND GO 1.5 MILES TO THE CHURCH ON THE
 LG0833'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0878 ***********************************************************************
 LG0878  DESIGNATION -  ST PAULS LUTHERAN CHURCH SPIRE
 LG0878  PID         -  LG0878
 LG0878  STATE/COUNTY-  NE/THAYER
 LG0878  COUNTRY     -  US
 LG0878  USGS QUAD   -  RUSKIN (2017)
 LG0878
 LG0878                         *CURRENT SURVEY CONTROL
 LG0878  ______________________________________________________________________
 LG0878* NAD 83(1995) POSITION- 40 09 41.10499(N) 097 48 03.22651(W)   ADJUSTED
 LG0878  ______________________________________________________________________
 LG0878  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 LG0878  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 LG0878  HORZ ORDER      -  THIRD
 LG0878
 LG0878.The horizontal coordinates were established by classical geodetic methods
 LG0878.and adjusted by the National Geodetic Survey in August 1997.
 LG0878
 LG0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0878.GEOID18 height accuracy estimate available here.
 LG0878
 LG0878.Click photographs - Photos may exist for this station.
 LG0878
 LG0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0878
 LG0878. The following values were computed from the NAD 83(1995) position.
 LG0878
 LG0878;                    North         East     Units Scale Factor Converg.
 LG0878;SPC NE       -    38,811.169   687,313.884   MT  0.99993094   +1 27 26.4
 LG0878;SPC NE       -   127,332.98  2,254,962.30   sFT  0.99993094   +1 27 26.4
 LG0878;UTM  14      - 4,446,362.501   602,114.986   MT  0.99972836   +0 46 24.3
 LG0878
 LG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0211446362(NAD 83)
 LG0878
 LG0878                          SUPERSEDED SURVEY CONTROL
 LG0878
 LG0878  NAD 83(1986)-  40 09 41.11099(N)    097 48 03.22690(W) AD(       ) 3
 LG0878  NAD 27      -  40 09 41.09200(N)    097 48 02.08500(W) AD(       ) 3
 LG0878
 LG0878.Superseded values are not recommended for survey control.
 LG0878
 LG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0878.See file dsdata.pdf to determine how the superseded data were derived.
 LG0878
 LG0878_MARKER: 91 = CHURCH CROSS
 LG0878
 LG0878  HISTORY     - Date     Condition        Report By
 LG0878  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0878
 LG0878                          STATION DESCRIPTION
 LG0878
 LG0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0878'IT IS LOCATED ABOUT 4.5 MILES NORTHWEST OF DESHLER, 4.5 MILES
 LG0878'NORTHEAST OF RUSKIN, 1.0 MILE NORTH OF STATE HIGHWAY NO. 3, 0.1
 LG0878'MILE EAST OF THE CENTER OF A CROSSROAD, AND 80 FEET SOUTH OF THE
 LG0878'CENTER OF A GRAVELED ROAD.  IT IS ON THE NORTH END OF A FRAME
 LG0878'CHURCH BUILDING AND HAS A CONE SHAPED ROOF WITH A CROSS AT ITS
 LG0878'APEX.  THE OVERALL HEIGHT IS ABOUT 65 FEET.  THE POINT OBSERVED
 LG0878'UPON WAS THE CROSS AT THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1005 ***********************************************************************
 LG1005  DESIGNATION -  ST PETERS LUTHERAN CH SPIRE
 LG1005  PID         -  LG1005
 LG1005  STATE/COUNTY-  NE/PAWNEE
 LG1005  COUNTRY     -  US
 LG1005  USGS QUAD   -  TECUMSEH (2017)
 LG1005
 LG1005                         *CURRENT SURVEY CONTROL
 LG1005  ______________________________________________________________________
 LG1005* NAD 83(1995) POSITION- 40 15 22.16626(N) 096 10 48.85469(W)   ADJUSTED
 LG1005  ______________________________________________________________________
 LG1005  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 LG1005  LAPLACE CORR    -         -8.16  (seconds)                    DEFLEC18
 LG1005  HORZ ORDER      -  THIRD
 LG1005
 LG1005.The horizontal coordinates were established by classical geodetic methods
 LG1005.and adjusted by the National Geodetic Survey in August 1997.
 LG1005
 LG1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1005.GEOID18 height accuracy estimate available here.
 LG1005
 LG1005.Click photographs - Photos may exist for this station.
 LG1005
 LG1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1005
 LG1005. The following values were computed from the NAD 83(1995) position.
 LG1005
 LG1005;                    North         East     Units Scale Factor Converg.
 LG1005;SPC NE       -    54,124.171   824,822.016   MT  0.99989402   +2 31 52.8
 LG1005;SPC NE       -   177,572.38  2,706,103.56   sFT  0.99989402   +2 31 52.8
 LG1005;UTM  14      - 4,460,003.733   739,808.429   MT  1.00030798   +1 49 22.9
 LG1005
 LG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3980860003(NAD 83)
 LG1005
 LG1005                          SUPERSEDED SURVEY CONTROL
 LG1005
 LG1005  NAD 83(1986)-  40 15 22.17376(N)    096 10 48.85011(W) AD(       ) 3
 LG1005  NAD 27      -  40 15 22.17100(N)    096 10 47.82100(W) AD(       ) 3
 LG1005
 LG1005.Superseded values are not recommended for survey control.
 LG1005
 LG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1005.See file dsdata.pdf to determine how the superseded data were derived.
 LG1005
 LG1005_MARKER: 90 = CHURCH SPIRE
 LG1005
 LG1005  HISTORY     - Date     Condition        Report By
 LG1005  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1005  HISTORY     - 20050716 GOOD             USPSQD
 LG1005
 LG1005                          STATION DESCRIPTION
 LG1005
 LG1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1005'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF TECUMSEH
 LG1005'AND ABOUT 3 MILES WEST-SOUTHWEST OF ELK CREEK.  IT IS A WHITE
 LG1005'FRAME BUILDING WITH A SPIRE ON THE EAST END.  THE SPIRE IS ABOUT
 LG1005'70 FEET HIGH AND IS BLACK IN COLOR.  THE CHURCH WAS BUILT
 LG1005'IN 1886.  IT IS 180 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1005'HIGHWAY AND 170 FEET NORTH OF THE ROAD LEADING INTO THE CHURCH.
 LG1005'THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 LG1005'
 LG1005'TO REACH THE STATION FROM TECUMSEH, GO SOUTH ON STATE HIGHWAY
 LG1005'50 FOR 6.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO
 LG1005'A CROSSROAD.  TURN RIGHT AND GO 1.4 MILES TO THE CHURCH ON THE
 LG1005'RIGHT.
 LG1005
 LG1005                          STATION RECOVERY (2005)
 LG1005
 LG1005'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG1005'STATION FOUND GOOD. THE NORTH-SOUTH HIGHWAY EAST OF THE CHURCH
 LG1005'REFERENCED IN THE 1947 DESCRIPTION IS STATE HWY 50. NEW DIRECTIONS TO
 LG1005'THE STATION. FROM THE INTERSECTION OF U.S. 136 AND NEBRASKA STATE ROAD
 LG1005'50, 2.0 MILES NORTHEAST OF TECUMSEH, GO SOUTH ON STATE RD 50 FOR 7
 LG1005'MILES TO THE JOHNSON/PAWNEE COUNTY LINE. CONTINUE SOUTH FOR 0.4 MILE
 LG1005'TO THE CHURCH ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1427 ***********************************************************************
 MK1427  DESIGNATION -  STA 1
 MK1427  PID         -  MK1427
 MK1427  STATE/COUNTY-  NE/MERRICK
 MK1427  COUNTRY     -  US
 MK1427  USGS QUAD   -  SILVER CREEK (2017)
 MK1427
 MK1427                         *CURRENT SURVEY CONTROL
 MK1427  ______________________________________________________________________
 MK1427* NAD 83(1986) POSITION- 41 19 51.     (N) 097 41 36.     (W)   SCALED
 MK1427* NAVD 88 ORTHO HEIGHT -   475.144 (meters)     1558.87  (feet) ADJUSTED
 MK1427  ______________________________________________________________________
 MK1427  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 MK1427  DYNAMIC HEIGHT  -        474.924 (meters)     1558.15  (feet) COMP
 MK1427  MODELED GRAVITY -    980,145.9   (mgal)                       NAVD 88
 MK1427
 MK1427  VERT ORDER      -  SECOND    CLASS 0
 MK1427
 MK1427.The horizontal coordinates were scaled from a map and have
 MK1427.an estimated accuracy of +/- 6 seconds.
 MK1427
 MK1427.The orthometric height was determined by differential leveling and
 MK1427.adjusted by the NATIONAL GEODETIC SURVEY
 MK1427.in June 1991.
 MK1427
 MK1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1427.GEOID18 height accuracy estimate available here.
 MK1427
 MK1427.Click photographs - Photos may exist for this station.
 MK1427
 MK1427.The dynamic height is computed by dividing the NAVD 88
 MK1427.geopotential number by the normal gravity value computed on the
 MK1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1427.degrees latitude (g = 980.6199 gals.).
 MK1427
 MK1427.The modeled gravity was interpolated from observed gravity values.
 MK1427
 MK1427;                    North         East    Units  Estimated Accuracy
 MK1427;SPC NE       -   168,840.      693,010.      MT  (+/- 180 meters Scaled)
 MK1427
 MK1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL093763(NAD 83)
 MK1427
 MK1427                          SUPERSEDED SURVEY CONTROL
 MK1427
 MK1427  NGVD 29 (??/??/92)  474.941  (m)         1558.20   (f) ADJ UNCH    2 0
 MK1427
 MK1427.Superseded values are not recommended for survey control.
 MK1427
 MK1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1427.See file dsdata.pdf to determine how the superseded data were derived.
 MK1427
 MK1427_MARKER: DB = BENCH MARK DISK
 MK1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1427_STAMPING: NO 1 1950
 MK1427_MARK LOGO: USGS
 MK1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1427+STABILITY: SURFACE MOTION
 MK1427
 MK1427  HISTORY     - Date     Condition        Report By
 MK1427  HISTORY     - 1950     MONUMENTED       USGS
 MK1427  HISTORY     - 1950     GOOD             CGS
 MK1427
 MK1427                          STATION DESCRIPTION
 MK1427
 MK1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1427'2.7 MI NW FROM SILVER CREEK.
 MK1427'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1427'SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK1427'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH ALONG
 MK1427'STATE HIGHWAY 39, 210 FEET NORTHEAST OF THE CENTER OF A GATE, 141
 MK1427'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER
 MK1427'PRAIRIE CREEK, 151 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1427'4.5 FEET SOUTH OF THE CENTER OF THE DOOR OF A GAGING STATION
 MK1427'BUILDING, 0.9 FOOT WEST OF A WITNESS POST, 16 FEET NORTHWEST OF
 MK1427'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 MK1427'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1251 ***********************************************************************
 MK1251  DESIGNATION -  STA 112
 MK1251  PID         -  MK1251
 MK1251  STATE/COUNTY-  NE/PLATTE
 MK1251  COUNTRY     -  US
 MK1251  USGS QUAD   -  COLUMBUS (2017)
 MK1251
 MK1251                         *CURRENT SURVEY CONTROL
 MK1251  ______________________________________________________________________
 MK1251* NAD 83(1986) POSITION- 41 26 08.     (N) 097 15 09.     (W)   SCALED
 MK1251* NAVD 88 ORTHO HEIGHT -   430.856 (meters)     1413.57  (feet) ADJUSTED
 MK1251  ______________________________________________________________________
 MK1251  GEOID HEIGHT    -        -25.485 (meters)                     GEOID18
 MK1251  DYNAMIC HEIGHT  -        430.671 (meters)     1412.96  (feet) COMP
 MK1251  MODELED GRAVITY -    980,181.4   (mgal)                       NAVD 88
 MK1251
 MK1251  VERT ORDER      -  SECOND    CLASS 0
 MK1251
 MK1251.The horizontal coordinates were scaled from a map and have
 MK1251.an estimated accuracy of +/- 6 seconds.
 MK1251
 MK1251.The orthometric height was determined by differential leveling and
 MK1251.adjusted by the NATIONAL GEODETIC SURVEY
 MK1251.in June 1991.
 MK1251
 MK1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1251.GEOID18 height accuracy estimate available here.
 MK1251
 MK1251.Click photographs - Photos may exist for this station.
 MK1251
 MK1251.The dynamic height is computed by dividing the NAVD 88
 MK1251.geopotential number by the normal gravity value computed on the
 MK1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1251.degrees latitude (g = 980.6199 gals.).
 MK1251
 MK1251.The modeled gravity was interpolated from observed gravity values.
 MK1251
 MK1251;                    North         East    Units  Estimated Accuracy
 MK1251;SPC NE       -   181,530.      729,520.      MT  (+/- 180 meters Scaled)
 MK1251
 MK1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL459885(NAD 83)
 MK1251
 MK1251                          SUPERSEDED SURVEY CONTROL
 MK1251
 MK1251  NGVD 29 (??/??/92)  430.678  (m)         1412.98   (f) ADJ UNCH    2 0
 MK1251
 MK1251.Superseded values are not recommended for survey control.
 MK1251
 MK1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1251.See file dsdata.pdf to determine how the superseded data were derived.
 MK1251
 MK1251_MARKER: DD = SURVEY DISK
 MK1251_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1251_STAMPING: 112
 MK1251_MARK LOGO: CGS+SS
 MK1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1251
 MK1251  HISTORY     - Date     Condition        Report By
 MK1251  HISTORY     - 1934     MONUMENTED       NEGS
 MK1251  HISTORY     - 1935     GOOD             CGS
 MK1251  HISTORY     - 1966     MARK NOT FOUND   NEGS
 MK1251
 MK1251                          STATION DESCRIPTION
 MK1251
 MK1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1251'5.5 MI E FROM COLUMBUS.
 MK1251'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT,
 MK1251'NEBRASKA, 265.0 FEET NORTHEAST OF MILE POST 79.  87.5 FEET
 MK1251'NORTHWEST OF CENTER OF ROAD CROSSING, 47.0 FEET NORTH OF NORTH
 MK1251'RAIL, 38.5 FEET WEST OF CENTER LINE OF DIRT ROAD.  NOTE-- USC
 MK1251'AND GS AND STATE SURVEY.
 MK1251
 MK1251                          STATION RECOVERY (1966)
 MK1251
 MK1251'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1966
 MK1251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0661 ***********************************************************************
 NN0661  DESIGNATION -  STAFFORD
 NN0661  PID         -  NN0661
 NN0661  STATE/COUNTY-  NE/HOLT
 NN0661  COUNTRY     -  US
 NN0661  USGS QUAD   -  O'NEILL SE (2017)
 NN0661
 NN0661                         *CURRENT SURVEY CONTROL
 NN0661  ______________________________________________________________________
 NN0661* NAD 83(1995) POSITION- 42 19 16.02628(N) 098 30 24.03487(W)   ADJUSTED
 NN0661* NAVD 88 ORTHO HEIGHT -   615.    (meters)     2018.    (feet) SCALED
 NN0661  ______________________________________________________________________
 NN0661  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 NN0661  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 NN0661  HORZ ORDER      -  SECOND
 NN0661
 NN0661.The horizontal coordinates were established by classical geodetic methods
 NN0661.and adjusted by the National Geodetic Survey in August 1997.
 NN0661
 NN0661.The orthometric height was scaled from a topographic map.
 NN0661
 NN0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0661.GEOID18 height accuracy estimate available here.
 NN0661
 NN0661.Click photographs - Photos may exist for this station.
 NN0661
 NN0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0661
 NN0661. The following values were computed from the NAD 83(1995) position.
 NN0661
 NN0661;                    North         East     Units Scale Factor Converg.
 NN0661;SPC NE       -   277,279.676   623,063.332   MT  0.99975985   +0 59 22.6
 NN0661;SPC NE       -   909,708.40  2,044,166.95   sFT  0.99975985   +0 59 22.6
 NN0661;UTM  14      - 4,685,548.462   540,649.885   MT  0.99962033   +0 19 55.7
 NN0661
 NN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0661!SPC NE       -   0.99990735  x   0.99975985  =   0.99966722
 NN0661!UTM  14      -   0.99990735  x   0.99962033  =   0.99952771
 NN0661
 NN0661:                Primary Azimuth Mark                     Grid Az
 NN0661:SPC NE       -  STAFFORD AZ MK                           297 46 36.6
 NN0661:UTM  14      -  STAFFORD AZ MK                           298 26 03.5
 NN0661
 NN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4064985548(NAD 83)
 NN0661
 NN0661|---------------------------------------------------------------------|
 NN0661| PID    Reference Object                     Distance      Geod. Az  |
 NN0661|                                                           dddmmss.s |
 NN0661| NN0655 PAGE MUNICIPAL TANK                 APPROX.11.3 KM 0392031.2 |
 NN0661| CO4617 STAFFORD RM 1                        39.938 METERS 26923     |
 NN0661| CO4616 STAFFORD AZ MK                                     2984559.2 |
 NN0661| CO4618 STAFFORD RM 2                        70.619 METERS 35516     |
 NN0661|---------------------------------------------------------------------|
 NN0661
 NN0661                          SUPERSEDED SURVEY CONTROL
 NN0661
 NN0661  NAD 83(1986)-  42 19 16.03085(N)    098 30 24.04011(W) AD(       ) 2
 NN0661  NAD 27      -  42 19 16.01300(N)    098 30 22.74400(W) AD(       ) 2
 NN0661
 NN0661.Superseded values are not recommended for survey control.
 NN0661
 NN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0661.See file dsdata.pdf to determine how the superseded data were derived.
 NN0661
 NN0661_MARKER: DS = TRIANGULATION STATION DISK
 NN0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0661
 NN0661  HISTORY     - Date     Condition        Report By
 NN0661  HISTORY     - 1949     MONUMENTED       CGS
 NN0661  HISTORY     - 1961     GOOD             USGS
 NN0661
 NN0661                          STATION DESCRIPTION
 NN0661
 NN0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0661'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH AND 1.0 MILE
 NN0661'EAST OF INMAN AND ABOUT 3.0 MILES WEST AND 1/2 MILE SOUTH OF A
 NN0661'SMALL SETTLEMENT ON U.S. HIGHWAY 275 KNOWN AS STAFFORD AND
 NN0661'ON LAND OWNED BY MR. E.L. KRUEGER.  IT IS ABOUT 0.3 MILE
 NN0661'NORTHEAST OF THE KRUEGER FARM HOUSE ON THE HIGHEST POINT OF
 NN0661'THE HIGHEST SAND HILL IN THE VICINITY.  IT IS 5 FEET SOUTHWEST
 NN0661'OF WITNESS POST AND STAMPED STAFFORD 1949 AND PROJECTS 3
 NN0661'INCHES.
 NN0661'
 NN0661'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET ON THE HIGH
 NN0661'POINT OF A SMALL SAND HILL.  IT IS STAMPED STAFFORD NO 1
 NN0661'1949 AND PROJECTS 4 INCHES.
 NN0661'
 NN0661'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET ON THE
 NN0661'HIGHEST POINT OF A SAND HILL TO THE NORTH.  IT IS STAMPED
 NN0661'STAFFORD NO 2 1949 AND PROJECTS 4 INCHES.
 NN0661'
 NN0661'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST-NORTHWEST OF THE
 NN0661'STATION, 30 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 12
 NN0661'FEET SOUTH OF FENCE CORNER, 1 FOOT WEST OF FENCE LINE AND
 NN0661'2-1/2 FEET SOUTH-SOUTHWEST OF WITNESS POST.  IT IS STAMPED
 NN0661'STAFFORD 1949 AND PROJECTS 3 INCHES.
 NN0661'
 NN0661'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0661'SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 4.8 MILES TO JUNCTION
 NN0661'OF U.S. HIGHWAYS 20 AND 275, CONTINUE SOUTHEAST ON HIGHWAY
 NN0661'275 FOR ABOUT 200 FEET TO CROSSROAD AT WEST SIDE OF TRIANGLE
 NN0661'FORMED BY JUNCTION OF HIGHWAYS, TURN RIGHT AND GO WEST ON
 NN0661'DIRT ROAD FOR 3.0 MILES TO CROSSROAD, TURN LEFT AND GO SOUTH
 NN0661'ON DIRT ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE WEST SIDE
 NN0661'AS DESCRIBED, CONTINUE SOUTH ON DIRT ROAD FOR 0.4 MILE TO
 NN0661'DRIVEWAY LEFT, TURN LEFT INTO DRIVEWAY AND GO EAST FOR 0.2 MILE TO
 NN0661'WIRE GATE JUST SOUTH OF SOUTHEAST CORNER OF A BARN, PASS
 NN0661'THROUGH GATE, GO SOUTHEAST ACROSS SMALL LOT TO ANOTHER GATE
 NN0661'IN SOUTHEAST CORNER OF LOT JUST NORTH OF WATER TANK, PASS
 NN0661'THROUGH GATE AND BEAR LEFT AND PICK ROAD IN A
 NN0661'NORTHEASTERLY DIRECTION ACROSS PASTURE FOR 0.3 MILE TO
 NN0661'THE HIGHEST SAND HILL AND STATION AS DESCRIBED.
 NN0661'
 NN0661'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 4 FEET
 NN0661'
 NN0661'AN 87 FOOT SIGNAL AT STATION O NEILL IS VISIBLE AT 4 FEET
 NN0661'
 NN0661'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 4 FEET
 NN0661'
 NN0661'A 74 FOOT SIGNAL AT STATION INMAN IS VISIBLE AT 4 FEET
 NN0661'
 NN0661'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900, 1906 IS VISIBLE
 NN0661'AT 4 FEET
 NN0661'
 NN0661'A 4 FOOT SIGNAL AT STATION ELKHORN IS VISIBLE AT 4 FEET
 NN0661'
 NN0661'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0661
 NN0661                          STATION RECOVERY (1961)
 NN0661
 NN0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0661'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1019 ***********************************************************************
 LH1019  DESIGNATION -  STAMFORD MUNICIPAL TANK
 LH1019  PID         -  LH1019
 LH1019  STATE/COUNTY-  NE/HARLAN
 LH1019  COUNTRY     -  US
 LH1019  USGS QUAD   -  STAMFORD (2017)
 LH1019
 LH1019                         *CURRENT SURVEY CONTROL
 LH1019  ______________________________________________________________________
 LH1019* NAD 83(1995) POSITION- 40 08 01.54891(N) 099 35 31.77240(W)   ADJUSTED
 LH1019  ______________________________________________________________________
 LH1019  GEOID HEIGHT    -        -24.930 (meters)                     GEOID18
 LH1019  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 LH1019  HORZ ORDER      -  THIRD
 LH1019
 LH1019.The horizontal coordinates were established by classical geodetic methods
 LH1019.and adjusted by the National Geodetic Survey in August 1997.
 LH1019
 LH1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1019.GEOID18 height accuracy estimate available here.
 LH1019
 LH1019.Click photographs - Photos may exist for this station.
 LH1019
 LH1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1019
 LH1019. The following values were computed from the NAD 83(1995) position.
 LH1019
 LH1019;                    North         East     Units Scale Factor Converg.
 LH1019;SPC NE       -    33,440.332   534,756.927   MT  0.99994222   +0 16 13.0
 LH1019;SPC NE       -   109,712.16  1,754,448.35   sFT  0.99994222   +0 16 13.0
 LH1019;UTM  14      - 4,442,771.879   449,552.099   MT  0.99963133   -0 22 54.1
 LH1019
 LH1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4955242771(NAD 83)
 LH1019
 LH1019                          SUPERSEDED SURVEY CONTROL
 LH1019
 LH1019  NAD 83(1986)-  40 08 01.55350(N)    099 35 31.77342(W) AD(       ) 3
 LH1019  NAD 27      -  40 08 01.52500(N)    099 35 30.38300(W) AD(       ) 3
 LH1019
 LH1019.Superseded values are not recommended for survey control.
 LH1019
 LH1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1019.See file dsdata.pdf to determine how the superseded data were derived.
 LH1019
 LH1019_MARKER: 51 = TANK
 LH1019
 LH1019  HISTORY     - Date     Condition        Report By
 LH1019  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1019
 LH1019                          STATION DESCRIPTION
 LH1019
 LH1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1019'THE STAMFORD WATER TANK IS A DARK-COLORED TANK, ERECTED
 LH1019'IN 1927.  IT IS AN 18-FOOT TANK ON A 100-FOOT TOWER IN THE
 LH1019'CENTER OF A BLOCK IN THE NORTHEAST SECTION OF THE CITY.
 LH1019'THE TANK IS ONE BLOCK NORTH OF STATE HIGHWAY 89.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1838 ***********************************************************************
 MK1838  DESIGNATION -  STAN
 MK1838  PID         -  MK1838
 MK1838  STATE/COUNTY-  NE/STANTON
 MK1838  COUNTRY     -  US
 MK1838  USGS QUAD   -  STANTON (2017)
 MK1838
 MK1838                         *CURRENT SURVEY CONTROL
 MK1838  ______________________________________________________________________
 MK1838* NAD 83(1995) POSITION- 41 57 40.47237(N) 097 12 41.61223(W)   ADJUSTED
 MK1838* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 MK1838  ______________________________________________________________________
 MK1838  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 MK1838  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 MK1838  HORZ ORDER      -  FIRST
 MK1838
 MK1838.The horizontal coordinates were established by classical geodetic methods
 MK1838.and adjusted by the National Geodetic Survey in August 1997.
 MK1838
 MK1838.The orthometric height was scaled from a topographic map.
 MK1838
 MK1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1838.GEOID18 height accuracy estimate available here.
 MK1838
 MK1838.Click photographs - Photos may exist for this station.
 MK1838
 MK1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1838
 MK1838. The following values were computed from the NAD 83(1995) position.
 MK1838
 MK1838;                    North         East     Units Scale Factor Converg.
 MK1838;SPC NE       -   239,980.643   731,052.908   MT  0.99969012   +1 50 52.4
 MK1838;SPC NE       -   787,336.49  2,398,462.75   sFT  0.99969012   +1 50 52.4
 MK1838;UTM  14      - 4,647,019.874   648,206.872   MT  0.99987029   +1 11 45.7
 MK1838
 MK1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1838!SPC NE       -   0.99992998  x   0.99969012  =   0.99962013
 MK1838!UTM  14      -   0.99992998  x   0.99987029  =   0.99980028
 MK1838
 MK1838:                Primary Azimuth Mark                     Grid Az
 MK1838:SPC NE       -  STAN AZ MK                               089 27 39.9
 MK1838:UTM  14      -  STAN AZ MK                               090 06 46.6
 MK1838
 MK1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4820647019(NAD 83)
 MK1838
 MK1838|---------------------------------------------------------------------|
 MK1838| PID    Reference Object                     Distance      Geod. Az  |
 MK1838|                                                           dddmmss.s |
 MK1838| CO2445 STAN AZ MK                                         0911832.3 |
 MK1838| CO2446 STAN RM 1                            39.805 METERS 16108     |
 MK1838| MK1837 STANTON MAGNETIC STATION            165.483 METERS 20928     |
 MK1838| MK1835 STANTON STANDPIPE                   APPROX. 1.5 KM 2330113.4 |
 MK1838| CO2447 STAN RM 2                            42.002 METERS 24052     |
 MK1838|---------------------------------------------------------------------|
 MK1838
 MK1838                          SUPERSEDED SURVEY CONTROL
 MK1838
 MK1838  NAD 83(1986)-  41 57 40.48021(N)    097 12 41.61509(W) AD(       ) 1
 MK1838  NAD 27      -  41 57 40.45600(N)    097 12 40.45500(W) AD(       ) 1
 MK1838
 MK1838.Superseded values are not recommended for survey control.
 MK1838
 MK1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1838.See file dsdata.pdf to determine how the superseded data were derived.
 MK1838
 MK1838_MARKER: DS = TRIANGULATION STATION DISK
 MK1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1838_STAMPING: STAN 1935
 MK1838_MARK LOGO: CGS
 MK1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1838+STABILITY: SURFACE MOTION
 MK1838
 MK1838  HISTORY     - Date     Condition        Report By
 MK1838  HISTORY     - 1935     MONUMENTED       CGS
 MK1838  HISTORY     - 1961     GOOD             USGS
 MK1838  HISTORY     - 1968     GOOD             CGS
 MK1838
 MK1838                          STATION DESCRIPTION
 MK1838
 MK1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1838'STATION IS IN THE NORTHEAST CORNER OF THE CEMETERY IN STANTON, JUST
 MK1838'EAST OF SMALL WATER TANK.
 MK1838'
 MK1838'TO REACH FROM THE FIRST NATIONAL BANK IN STANTON, GO 0.3 MILE
 MK1838'TO HIGHWAY 8 TURN RIGHT (EAST) ONTO HIGHWAY 8 AND GO 1.0 MILE
 MK1838'TO ENTRANCE TO CEMETERY ON LEFT.  FOLLOW HIGHWAY 8 AND GO 1.0
 MK1838'MILE TO ENTRANCE TO CEMETERY ON LEFT.  FOLLOW DRIVEWAY TO
 MK1838'CEMETERY TO THE NORTHEAST CORNER OF CEMETERY.  MARK IS SET 30
 MK1838'FEET EAST OF SMALL WATER TANK.
 MK1838'
 MK1838'REFERENCE MARK NO. 1 IS 130.60 FEET SOUTH OF STATION SET IN
 MK1838'EAST RIGHT-OF-WAY FENCE OF CEMETERY.
 MK1838'
 MK1838'REFERENCE MARK NO. 2 IS 137.80 FEET SOUTHWEST OF STATION SET FLUSH
 MK1838'WITH THE GROUND, 24.70 FEET WEST OF THE A.T. KENNEDY TOMBSTONE,
 MK1838'AND 17.60 FEET SOUTH OF THE JOHNSON TOMBSTONE.
 MK1838'
 MK1838'AZIMUTH MARK IS REACHED FROM ENTRANCE TO CEMETERY BY FOLLOWING
 MK1838'HIGHWAY 8 EAST 0.4 MILE TO SECTION-LINE ROAD RUNNING EAST.
 MK1838'FOLLOW THIS ROAD 1.5 MILES TO MARK ON LEFT, SET 38 FEET NORTH OF
 MK1838'CENTERLINE OF ROAD.
 MK1838'
 MK1838'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MK1838
 MK1838                          STATION RECOVERY (1961)
 MK1838
 MK1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1838'A NEW DESCRIPTION--LOCATED IN T 23 N, R 2 E, NEAR CENTER OF SW
 MK1838'1/4 OF SECTION 16.  IN THE NE CORNER OF THE CEMETERY IN STANTON
 MK1838'JUST E OF A SMALL WATER TANK.  A TABLET SET IN THE TOP OF A
 MK1838'CONCRETE POST AND STAMPED, STAN 1935.
 MK1838'
 MK1838'REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED.
 MK1838
 MK1838                          STATION RECOVERY (1968)
 MK1838
 MK1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK1838'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 MK1838'STAN US MAGNETIC STATION, AND THE AZIMUTH MARK WERE RECOVERED AS
 MK1838'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 MK1838'
 MK1838'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.  THE
 MK1838'AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 29
 MK1838'FEET WEST OF A T-FENCE CORNER POST, 3 FEET SOUTHWEST OF A BRACE
 MK1838'FENCE POST, AND PROJECTS 6 INCHES.
 MK1838'
 MK1838'TO REACH THE AZIMUTH MARK FROM THE ROAD FORK ABOUT 0.3 MILE
 MK1838'SOUTHWEST OF THE STATION, GO EASTERLY ON A GRAVELED ROAD FOR
 MK1838'0.6 MILE TO A ROAD FORK.  BEAR RIGHT AND CROSS RAILROAD TRACK
 MK1838'AND THEN FOLLOW THE GRAVELED ROAD EAST FOR 1.35 MILES TO THE
 MK1838'AZIMUTH MARK ON THE LEFT.
 MK1838'
 MK1838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STANTON
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0522 ***********************************************************************
 LJ0522  DESIGNATION -  STANKEY
 LJ0522  PID         -  LJ0522
 LJ0522  STATE/COUNTY-  NE/PERKINS
 LJ0522  COUNTRY     -  US
 LJ0522  USGS QUAD   -  BRANDON NW (2017)
 LJ0522
 LJ0522                         *CURRENT SURVEY CONTROL
 LJ0522  ______________________________________________________________________
 LJ0522* NAD 83(1995) POSITION- 40 53 39.88470(N) 101 57 30.00643(W)   ADJUSTED
 LJ0522* NAVD 88 ORTHO HEIGHT -  1088.8   (meters)     3572.    (feet) VERTCON
 LJ0522  ______________________________________________________________________
 LJ0522  GEOID HEIGHT    -        -20.989 (meters)                     GEOID18
 LJ0522  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 LJ0522  HORZ ORDER      -  FIRST
 LJ0522
 LJ0522.The horizontal coordinates were established by classical geodetic methods
 LJ0522.and adjusted by the National Geodetic Survey in August 1997.
 LJ0522
 LJ0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0522
 LJ0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0522.GEOID18 height accuracy estimate available here.
 LJ0522
 LJ0522.Click photographs - Photos may exist for this station.
 LJ0522
 LJ0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0522
 LJ0522. The following values were computed from the NAD 83(1995) position.
 LJ0522
 LJ0522;                    North         East     Units Scale Factor Converg.
 LJ0522;SPC NE       -   119,676.930   335,033.573   MT  0.99971513   -1 17 52.0
 LJ0522;SPC NE       -   392,640.06  1,099,189.31   sFT  0.99971513   -1 17 52.0
 LJ0522;UTM  14      - 4,531,249.946   250,786.847   MT  1.00036449   -1 56 15.8
 LJ0522;UTM  13      - 4,531,490.826   756,233.875   MT  1.00040818   +1 59 32.5
 LJ0522
 LJ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0522!SPC NE       -   0.99983252  x   0.99971513  =   0.99954770
 LJ0522!UTM  14      -   0.99983252  x   1.00036449  =   1.00019695
 LJ0522!UTM  13      -   0.99983252  x   1.00040818  =   1.00024063
 LJ0522
 LJ0522:                Primary Azimuth Mark                     Grid Az
 LJ0522:SPC NE       -  STANKEY AZ MK                            026 08 01.4
 LJ0522:UTM  14      -  STANKEY AZ MK                            026 46 25.2
 LJ0522:UTM  13      -  STANKEY AZ MK                            022 50 36.9
 LJ0522
 LJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5078631249(NAD 83)
 LJ0522
 LJ0522|---------------------------------------------------------------------|
 LJ0522| PID    Reference Object                     Distance      Geod. Az  |
 LJ0522|                                                           dddmmss.s |
 LJ0522| CP8690 STANKEY AZ MK                                      0245009.4 |
 LJ0522| CP8691 STANKEY RM 1                         55.833 METERS 05838     |
 LJ0522| LJ0520 BRANDON FARMERS UN ELEV N GAB       APPROX.10.7 KM 1583322.1 |
 LJ0522| LJ0518 BRANDON FITZGERALD ELEV N GAB       APPROX.10.7 KM 1591008.9 |
 LJ0522| CP8692 STANKEY RM 2                         65.430 METERS 18853     |
 LJ0522| LK0487 VENANGO MUNICIPAL TANK              APPROX.15.9 KM 2053501.3 |
 LJ0522|---------------------------------------------------------------------|
 LJ0522
 LJ0522                          SUPERSEDED SURVEY CONTROL
 LJ0522
 LJ0522  NAD 83(1992)-  40 53 39.88504(N)    101 57 30.00725(W) AD(       ) 1
 LJ0522  NAD 83(1986)-  40 53 39.88496(N)    101 57 30.00727(W) AD(       ) 1
 LJ0522  NAD 27      -  40 53 39.90200(N)    101 57 28.36100(W) AD(       ) 1
 LJ0522  NGVD 29 (07/19/86) 1088.4    (m)         3571.     (f) VERT ANG       
 LJ0522
 LJ0522.Superseded values are not recommended for survey control.
 LJ0522
 LJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0522.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0522
 LJ0522_MARKER: DS = TRIANGULATION STATION DISK
 LJ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0522_STAMPING: STANKEY 1933
 LJ0522_MARK LOGO: CGS
 LJ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0522+STABILITY: SURFACE MOTION
 LJ0522
 LJ0522  HISTORY     - Date     Condition        Report By
 LJ0522  HISTORY     - 1933     MONUMENTED       CGS
 LJ0522  HISTORY     - 1949     GOOD             USGS
 LJ0522  HISTORY     - 1959     GOOD             USGS
 LJ0522  HISTORY     - 1963     GOOD             CGS
 LJ0522  HISTORY     - 1971     GOOD             USGS
 LJ0522
 LJ0522                          STATION DESCRIPTION
 LJ0522
 LJ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0522'STATION IS ABOUT 13 MILES WNW OF GRANT AND 6 MILES NW OF
 LJ0522'BRANDON IN SE 1/4 OF SEC. 26, T 11 N, R 41 W, ON LAND OWNED
 LJ0522'BY LEW STANKEY OF GRANT.  HIS CONSENT OBTAINED.
 LJ0522'
 LJ0522'STATION IS 150 FEET NE OF NE CORNER OF HOUSE, 105 FEET S OF
 LJ0522'E AND W FENCE AND 42 FEET E OF FENCE E OF GARDEN, IN PASTURE LOT.
 LJ0522'
 LJ0522'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0522'BRONZE DISKS SET IN THE TOP OF A BLOCK OR POST OF CONCRETE.
 LJ0522'
 LJ0522'REFERENCE MARK NO. 1 IS NE BY E OF STATION, 1 FOOT S OF E
 LJ0522'AND W FENCE AND ABOUT 192 FEET E OF E YARD FENCE.
 LJ0522'
 LJ0522'REFERENCE MARK NO. 2 IS S BY SW OF STATION, 1 FOOT E OF E YARD
 LJ0522'FENCE AND ABOUT 54 FEET SE OF SE CORNER OF HOUSE.
 LJ0522'
 LJ0522'AZIMUTH MARK IS NE OF STATION AND ABOUT 10 FEET E OF STANKEYS
 LJ0522'PRIVATE ROAD LEADING TO HIGHWAY.
 LJ0522'
 LJ0522'TO REACH STATION FROM GRANT BY STATE HIGHWAY 61, GO N 1.0
 LJ0522'MILE TO GRADED DIRT ROAD LEADING W.  FOLLOW THIS ROAD W 11.0
 LJ0522'MILES TO CROSSROADS, THENCE N 3.0 MILES, THENCE W 1.0 MILE
 LJ0522'TO LANE LEADING S.  FOLLOW THIS LANE S AND W 0.6 MILE, TO
 LJ0522'STANKEYS HOUSE.
 LJ0522'
 LJ0522'HEIGHT OF LIGHT ABOVE STATION MARK - 8.07 METERS.
 LJ0522
 LJ0522                          STATION RECOVERY (1949)
 LJ0522
 LJ0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LJ0522'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LJ0522
 LJ0522                          STATION RECOVERY (1959)
 LJ0522
 LJ0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0522'REFERENCE MARK 2 HAS BEEN DISTURBED.
 LJ0522'
 LJ0522'THE AZIMUTH MARK HAS BEEN DISTURBED AND SHOULD BE 60 FEET
 LJ0522'WEST OF STANKYS PRIVATE ROAD (INSTEAD OF 10 FEET EAST).  THE
 LJ0522'AZIMUTH MARK HAS BEEN SCARRED BUT SEEMS SOLID.
 LJ0522
 LJ0522                          STATION RECOVERY (1963)
 LJ0522
 LJ0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LJ0522'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LJ0522'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LJ0522'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 WERE
 LJ0522'CHECKED IN THE FIELD AND FOUND TO BE ACCURATE.  A SLIGHT
 LJ0522'DIFFERENCE WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.  A
 LJ0522'COMPLETE DESCRIPTION FOLLOWS--
 LJ0522'
 LJ0522'THE STATION IS ABOUT 14 MILES EAST AND 6 MILES SOUTH OF
 LJ0522'JULESBURG, AND ABOUT 5 MILES NORTHWEST OF BRANDON, IN A CULTIVATED
 LJ0522'FIELD ON PROPERTY OWNED BY MR. OTT STANKEY.
 LJ0522'
 LJ0522'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 385
 LJ0522'AND 138 IN JULESBURG, GO SOUTH ON U.S. HIGHWAY 385 FOR 4.9
 LJ0522'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVELED
 LJ0522'ROAD FOR 9.6 MILES TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO
 LJ0522'SOUTH ON GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN
 LJ0522'LEFT AND GO EAST ON GRAVELED ROAD FOR 5.05 MILES TO A CROSSROAD.
 LJ0522'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A
 LJ0522'CROSSROAD.  CONTINUE AHEAD, SOUTH, ON FARM ROAD FOR 0.3 MILE
 LJ0522'TO THE AZIMUTH MARK ON THE RIGHT IN CULTIVATED FIELD.
 LJ0522'CONTINUE AHEAD, SOUTH AND WEST, ON FARM ROAD FOR 0.4 MILE TO
 LJ0522'THE STATION ON THE RIGHT IN CULTIVATED FIELD.
 LJ0522'
 LJ0522'THE STATION MARK IS A STANDARD DISK STAMPED STANKEY 1933, SET
 LJ0522'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LJ0522'2 INCHES.  IT IS 141 FEET NORTHEAST OF THE NORTHEAST CORNER
 LJ0522'OF A FARM HOUSE, 77 FEET NORTH OF THE CENTER OF A FARM ROAD,
 LJ0522'AND DIRECTLY BENEATH A DIAMOND SHAPED METAL WITNESS SIGN
 LJ0522'SUPPORTED BY 2 IRON POSTS.
 LJ0522'
 LJ0522'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED STANKEY NO
 LJ0522'1 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LJ0522'WHICH PROJECTS 2 INCHES.  IT IS SITUATED IN A CULTIVATED FIELD AND
 LJ0522'BENEATH A DIAMOND SHAPED METAL WITNESS SIGN SUPPORTED BY
 LJ0522'2 IRON POSTS.
 LJ0522'
 LJ0522'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED STANKEY
 LJ0522'NO 2 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LJ0522'WHICH PROJECTS 4 INCHES.  IT IS 64 FEET SOUTHEAST OF THE SOUTHEAST
 LJ0522'CORNER OF A FARM HOUSE, AND DIRECTLY BENEATH A DIAMOND SHAPED
 LJ0522'WITNESS SIGN SUPPORTED BY 2 IRON POSTS.
 LJ0522'
 LJ0522'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED STANKEY
 LJ0522'1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LJ0522'WHICH PROJECTS 4 INCHES.  IT IS 63 FEET WEST OF THE CENTER OF
 LJ0522'A FARM ROAD, AND 6 INCHES NORTH AND 6 INCHES SOUTH OF 2 IRON
 LJ0522'POSTS SUPPORTING A DIAMOND SHAPED METAL SIGN AND GLASS REFLECTOR
 LJ0522'DIRECTLY ABOVE THE MARK.
 LJ0522
 LJ0522                          STATION RECOVERY (1971)
 LJ0522
 LJ0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RAS)
 LJ0522'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LJ0522'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LJ0522'
 LJ0522'STATION AND REFERENCE MARKS WERE RECOVERED.
 LJ0522'
 LJ0522'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS DISKS,
 LJ0522'SET IN 12 INCH SQUARE CONCRETE POSTS.
 LJ0522'
 LJ0522'STATION MARK--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 LJ0522'STANKEY 1933.
 LJ0522'
 LJ0522'REFERENCE MARK NO. 1--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0522'AND STAMPED STANKEY NO. 1 1933.
 LJ0522'
 LJ0522'REFERENCE MARK NO. 2--DISK PROJECTING 0.3 FEET ABOVE GROUND,
 LJ0522'AND STAMPED STANKEY NO. 2 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1184 ***********************************************************************
 MK1184  DESIGNATION -  STANTON
 MK1184  PID         -  MK1184
 MK1184  STATE/COUNTY-  NE/STANTON
 MK1184  COUNTRY     -  US
 MK1184  USGS QUAD   -  STANTON (2017)
 MK1184
 MK1184                         *CURRENT SURVEY CONTROL
 MK1184  ______________________________________________________________________
 MK1184* NAD 83(1986) POSITION- 41 56 57.35   (N) 097 13 24.33   (W)   HD_HELD1
 MK1184* NAVD 88 ORTHO HEIGHT -   449.003 (meters)     1473.10  (feet) ADJUSTED
 MK1184  ______________________________________________________________________
 MK1184  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 MK1184  DYNAMIC HEIGHT  -        448.838 (meters)     1472.56  (feet) COMP
 MK1184  MODELED GRAVITY -    980,241.2   (mgal)                       NAVD 88
 MK1184
 MK1184  VERT ORDER      -  SECOND    CLASS 0
 MK1184
 MK1184.The horizontal coordinates were determined by differentially corrected
 MK1184.hand held GPS observations or other comparable positioning techniques
 MK1184.and have an estimated accuracy of +/- 3 meters.
 MK1184
 MK1184.The orthometric height was determined by differential leveling and
 MK1184.adjusted by the NATIONAL GEODETIC SURVEY
 MK1184.in June 1991.
 MK1184
 MK1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1184.GEOID18 height accuracy estimate available here.
 MK1184
 MK1184.Click photographs - Photos may exist for this station.
 MK1184
 MK1184.The dynamic height is computed by dividing the NAVD 88
 MK1184.geopotential number by the normal gravity value computed on the
 MK1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1184.degrees latitude (g = 980.6199 gals.).
 MK1184
 MK1184.The modeled gravity was interpolated from observed gravity values.
 MK1184
 MK1184;                    North         East    Units  Estimated Accuracy
 MK1184;SPC NE       -   238,619.6     730,112.7     MT  (+/- 3 meters HH1 GPS) 
 MK1184
 MK1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4725145669(NAD 83)
 MK1184
 MK1184                          SUPERSEDED SURVEY CONTROL
 MK1184
 MK1184  NGVD 29 (??/??/92)  448.836  (m)         1472.56   (f) ADJ UNCH    2 0
 MK1184
 MK1184.Superseded values are not recommended for survey control.
 MK1184
 MK1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1184.See file dsdata.pdf to determine how the superseded data were derived.
 MK1184
 MK1184_MARKER: DB = BENCH MARK DISK
 MK1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1184_STAMPING: STANTON 1934
 MK1184_MARK LOGO: CGS
 MK1184_PROJECTION: PROJECTING 12 CENTIMETERS
 MK1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1184+STABILITY: SURFACE MOTION
 MK1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1184+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 MK1184
 MK1184  HISTORY     - Date     Condition        Report By
 MK1184  HISTORY     - 1934     MONUMENTED       CGS
 MK1184  HISTORY     - 1935     GOOD             CGS
 MK1184  HISTORY     - 20140808 GOOD             GEOCAC
 MK1184  HISTORY     - 20210721 GOOD             NEGS
 MK1184
 MK1184                          STATION DESCRIPTION
 MK1184
 MK1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1184'AT STANTON.
 MK1184'AT STANTON IN THE NORTHEAST CORNER OF THE CITY PARK, 440 FEET
 MK1184'NORTH OF THE NORTH CORNER OF THE CHICAGO AND NORTHWESTERN
 MK1184'RAILROAD DEPOT, 87 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 MK1184'FILLING STATION OWNED BY ARTHUR AHLMAN.  NOTE-- THE OLD RR STATION
 MK1184'AND CITY PARK IS GONE.  IT IS ABOUT 100 FT E OF 10TH ST, AT THE
 MK1184'NE SIDE OF A SMALL ISLAND IN THE CENTER OF ROADS WHICH IS S OF
 MK1184'THE SLATEX SERVICE STATION, AND PROJECTS 5 IN.
 MK1184
 MK1184                          STATION RECOVERY (2014)
 MK1184
 MK1184'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 MK1184'THE MARK WAS FOUND AT THE NORTHEAST CORNER OF A TRIANGULAR ISLAND
 MK1184'BORDERED BY 10TH ST, HICKORY ST, AND RAILROAD AVE.  THE DISK IS SET IN
 MK1184'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 5 INCHES.
 MK1184
 MK1184                          STATION RECOVERY (2021)
 MK1184
 MK1184'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 MK1184'THE MARK IS LOCATED IN STANTON, NE. THE MARK IS IN THE NORTHEAST
 MK1184'CORNER OF A TRIANGULAR SHAPED ISLAND THAT IS BORDERED BY VETERANS
 MK1184'AVENUE, 10TH STREET AND HICKORY STREET.  A WELCOME TO STANTON SIGN HAS
 MK1184'BEEN CONSTRUCTED IN THE ISLAND AND IS WEST OF THE MARK.  THE MARK IS
 MK1184'APPROXIMATELY 26.0 FT (7.9 M) SOUTH OF THE CENTERLINE OF HICKORY
 MK1184'STREET, APPROXIMATELY 16.0 FT (4.9 M) NORTHWEST OF THE CENTERLINE OF
 MK1184'VETERANS AVENUE AND APPROXIMATELY 84.0 FT (25.6 M) EAST OF THE
 MK1184'CENTERLINE OF 10TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1837 ***********************************************************************
 MK1837  DESIGNATION -  STANTON MAGNETIC STATION
 MK1837  PID         -  MK1837
 MK1837  STATE/COUNTY-  NE/STANTON
 MK1837  COUNTRY     -  US
 MK1837  USGS QUAD   -  STANTON (2017)
 MK1837
 MK1837                         *CURRENT SURVEY CONTROL
 MK1837  ______________________________________________________________________
 MK1837* NAD 83(1995) POSITION- 41 57 35.80234(N) 097 12 45.14637(W)   ADJUSTED
 MK1837* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 MK1837  ______________________________________________________________________
 MK1837  GEOID HEIGHT    -        -24.726 (meters)                     GEOID18
 MK1837  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 MK1837  HORZ ORDER      -  THIRD
 MK1837
 MK1837.The horizontal coordinates were established by classical geodetic methods
 MK1837.and adjusted by the National Geodetic Survey in August 1997.
 MK1837
 MK1837.The orthometric height was scaled from a topographic map.
 MK1837
 MK1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1837.GEOID18 height accuracy estimate available here.
 MK1837
 MK1837.Click photographs - Photos may exist for this station.
 MK1837
 MK1837.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1837
 MK1837. The following values were computed from the NAD 83(1995) position.
 MK1837
 MK1837;                    North         East     Units Scale Factor Converg.
 MK1837;SPC NE       -   239,834.053   730,976.234   MT  0.99968994   +1 50 50.1
 MK1837;SPC NE       -   786,855.56  2,398,211.19   sFT  0.99968994   +1 50 50.1
 MK1837;UTM  14      - 4,646,874.139   648,128.522   MT  0.99987000   +1 11 43.2
 MK1837
 MK1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1837!SPC NE       -   0.99993092  x   0.99968994  =   0.99962089
 MK1837!UTM  14      -   0.99993092  x   0.99987000  =   0.99980093
 MK1837
 MK1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4812846874(NAD 83)
 MK1837
 MK1837                          SUPERSEDED SURVEY CONTROL
 MK1837
 MK1837  NAD 83(1986)-  41 57 35.81021(N)    097 12 45.14923(W) AD(       ) 3
 MK1837  NAD 27      -  41 57 35.78600(N)    097 12 43.98900(W) AD(       ) 3
 MK1837
 MK1837.Superseded values are not recommended for survey control.
 MK1837
 MK1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1837.See file dsdata.pdf to determine how the superseded data were derived.
 MK1837
 MK1837_MARKER: H = DRILL HOLE
 MK1837_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1837_MARK LOGO: CGS
 MK1837_PROJECTION: RECESSED 15 CENTIMETERS
 MK1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1837+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2009
 MK1837
 MK1837  HISTORY     - Date     Condition        Report By
 MK1837  HISTORY     - 1909     MONUMENTED       CGS
 MK1837  HISTORY     - 1935     GOOD             CGS
 MK1837  HISTORY     - 1968     GOOD             CGS
 MK1837  HISTORY     - 19980208 GOOD             LOCSUR
 MK1837  HISTORY     - 20090525 GOOD             INDIV
 MK1837  HISTORY     - 20140808 GOOD             GEOCAC
 MK1837
 MK1837                          STATION DESCRIPTION
 MK1837
 MK1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1837'U.S. MAGNETIC STATION WAS RECOVERED AND FOUND TO BE IN GOOD
 MK1837'CONDITION.  A TIE WAS MADE TO IT, WHICH WAS 542.92 FEET FROM
 MK1837'TRIANGULATION STATION STAN.
 MK1837'
 MK1837'MAGNETIC STATION IS 27.35 FEET FROM THE SOUTHWEST CORNER OF
 MK1837'THE LOWRY TOMBSTONE AND 19.20 FEET FROM THE BOTTOM OF THE
 MK1837'NORTHWEST CORNER OF THE WILLIAM H. PORTER TOMBSTONE.  MARK IS
 MK1837'IN THE MIDDLE OF DRIVEWAY, AND IS SOUTH-SOUTHWEST OF TRIANGULATION
 MK1837'STATION STAN.
 MK1837'
 MK1837'TO REACH FROM THE FIRST NATIONAL BANK IN THE TOWN OF STANTON,
 MK1837'GO NORTH 0.3 MILE TO HIGHWAY 8, TURN EAST ONTO HIGHWAY 8 AND GO
 MK1837'1.0 MILE TO ENTRANCE OF CEMETERY ON LEFT.  ENTER CEMETERY AND
 MK1837'FOLLOW DRIVEWAY TO THE NORTHEAST CORNER OF CEMETERY TO STATION
 MK1837'STAN.  MAGNETIC MARK MEASURED AND DESCRIBED FROM THIS STATION.
 MK1837
 MK1837                          STATION RECOVERY (1968)
 MK1837
 MK1837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK1837'RECOVERED AS DECRIBED IN THE 1935 DESCRIPTION AND FOUND IN GOOD
 MK1837'CONDITION.  LOCATED IN THE STANTON CEMETERY.
 MK1837'
 MK1837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STANTON
 MK1837
 MK1837                          STATION RECOVERY (1998)
 MK1837
 MK1837'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (JFP)
 MK1837'STATION IS LOCATED IN THE STANTON CEMETERY IN THE CENTER OF A 10 FOOT
 MK1837'(3.0 M) WIDE ASPHALT DRIVE, 14.0 FEET (4.3 M) NORTHWEST OF THE BOTTOM
 MK1837'OF THE NORTHWEST CORNER OF THE ROBERT PORTER TOMBSTONE WHICH IS A
 MK1837'SMALL WHITE MILITARY MARKER, 19.2 FEET (5.9 M) NORTHWEST OF THE BOTTOM
 MK1837'OF THE NORTHWEST CORNER OF THE WILLIAM H PORTER TOMBSTONE WHICH IS
 MK1837'GRAY IN COLOR, 27.3 FEET (8.3 M) SOUTHWEST OF THE BOTTOM OF THE
 MK1837'SOUTHWEST CORNER OF THE LOWRY FAMILY TOMBSTONE WHICH IS GRAY IN COLOR,
 MK1837'44.0 FEET (13.4 M) SOUTHWEST OF THE BOTTOM OF THE SOUTHWEST CORNER OF
 MK1837'THE BARNETT FAMILY TOMBSTONE WHICH IS REDDISH/BROWN IN COLOR, 34.1
 MK1837'FEET (10.4 M) NORTHWEST OF THE BOTTOM OF THE NORTHWEST CORNER OF THE
 MK1837'RAABE FAMILY TOMBSTONE WHICH IS GRAY IN COLOR, 18.7 FEET (5.7 M) EAST
 MK1837'OF THE WEST FACE (INSIDE FACE) OF A CURCULAR CURB. STATION IS 0.5 FEET
 MK1837'(15.2 CM) BELOW SURFACE UNDER A LIGHT ASPHALT DRIVE AND IS A LIMESTONE
 MK1837'6 INCHES SQUARE WITH A DRILL HOLE IN THE CENTER SURROUNDED BY THE
 MK1837'LETTERS USCGS 1909.  TO REACH FROM THE INTERSECTION OF HIGHWAYS 57 AND
 MK1837'24 (ALSO KNOWN AS TENTH AND IVY STREETS) IN THE CENTER OF STANTON, GO
 MK1837'NORTH ON HIGHWAY 57 0.3 MILE, (0.5 KM) THEN EAST 0.45 MILE, (0.72 KM)
 MK1837'THEN NORTH 0.35 MILE (0.56 KM) TO THE SOUTH ENTRANCE (OF TWO) TO THE
 MK1837'STANTON CEMETERY LOCATED ALONG THE EAST SIDE OF HIGHWAY.  GO EAST ON
 MK1837'THE CEMETERY DRIVE TO A 55 FEET (16.8 M) DIAMETER OPEN AREA FROM WHICH
 MK1837'THE DRIVES FORM A CIRCLE AROUND IT.  STATION IS LOCATED JUST EAST OF
 MK1837'THE EAST SIDE OF THIS CIRCLE DRIVE WHICH IS LOCATED IN THE SOUTHERLY
 MK1837'PORTON OF THE CEMETERY.
 MK1837
 MK1837                          STATION RECOVERY (2009)
 MK1837
 MK1837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 MK1837'MONUMENT FOUND EXACTLY AS DESCRIBED IN THE 1998 RECOVERY REPORT.
 MK1837
 MK1837                          STATION RECOVERY (2014)
 MK1837
 MK1837'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 MK1837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1835 ***********************************************************************
 MK1835  DESIGNATION -  STANTON STANDPIPE
 MK1835  PID         -  MK1835
 MK1835  STATE/COUNTY-  NE/STANTON
 MK1835  COUNTRY     -  US
 MK1835  USGS QUAD   -  STANTON (2017)
 MK1835
 MK1835                         *CURRENT SURVEY CONTROL
 MK1835  ______________________________________________________________________
 MK1835* NAD 83(1995) POSITION- 41 57 11.80012(N) 097 13 32.61733(W)   ADJUSTED
 MK1835  ______________________________________________________________________
 MK1835  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 MK1835  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 MK1835  HORZ ORDER      -  THIRD
 MK1835
 MK1835.The horizontal coordinates were established by classical geodetic methods
 MK1835.and adjusted by the National Geodetic Survey in August 1997.
 MK1835
 MK1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1835.GEOID18 height accuracy estimate available here.
 MK1835
 MK1835.Click photographs - Photos may exist for this station.
 MK1835
 MK1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1835
 MK1835. The following values were computed from the NAD 83(1995) position.
 MK1835
 MK1835;                    North         East     Units Scale Factor Converg.
 MK1835;SPC NE       -   239,058.968   729,907.703   MT  0.99968903   +1 50 18.6
 MK1835;SPC NE       -   784,312.63  2,394,705.52   sFT  0.99968903   +1 50 18.6
 MK1835;UTM  14      - 4,646,111.128   647,051.047   MT  0.99986609   +1 11 10.9
 MK1835
 MK1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4705146111(NAD 83)
 MK1835
 MK1835                          SUPERSEDED SURVEY CONTROL
 MK1835
 MK1835  NAD 83(1986)-  41 57 11.80804(N)    097 13 32.62046(W) AD(       ) 3
 MK1835  NAD 27      -  41 57 11.78300(N)    097 13 31.45900(W) AD(       ) 3
 MK1835
 MK1835.Superseded values are not recommended for survey control.
 MK1835
 MK1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1835.See file dsdata.pdf to determine how the superseded data were derived.
 MK1835
 MK1835_MARKER: 52 = STANDPIPE TANK
 MK1835
 MK1835  HISTORY     - Date     Condition        Report By
 MK1835  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1835
 MK1835                          STATION DESCRIPTION
 MK1835
 MK1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1835'POINT OBSERVED UPON WAS CENTER OF LARGE SILVER MUNICIPAL STANDPIPE
 MK1835'IN THE TOWN OF STANTON.
 MK1835'
 MK1835'OBSERVED UPON FROM STATIONS KINGSLEY, STAN, ELKHORN, TOP, AND
 MK1835'HOSKINS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0771 ***********************************************************************
 LG0771  DESIGNATION -  STAPLEHURST MUNICIPAL TANK
 LG0771  PID         -  LG0771
 LG0771  STATE/COUNTY-  NE/SEWARD
 LG0771  COUNTRY     -  US
 LG0771  USGS QUAD   -  STAPLEHURST (2017)
 LG0771
 LG0771                         *CURRENT SURVEY CONTROL
 LG0771  ______________________________________________________________________
 LG0771* NAD 83(1995) POSITION- 40 58 26.11451(N) 097 10 38.38720(W)   ADJUSTED
 LG0771  ______________________________________________________________________
 LG0771  GEOID HEIGHT    -        -26.647 (meters)                     GEOID18
 LG0771  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 LG0771  HORZ ORDER      -  THIRD
 LG0771
 LG0771.The horizontal coordinates were established by classical geodetic methods
 LG0771.and adjusted by the National Geodetic Survey in August 1997.
 LG0771
 LG0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0771.GEOID18 height accuracy estimate available here.
 LG0771
 LG0771.Click photographs - Photos may exist for this station.
 LG0771
 LG0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0771
 LG0771. The following values were computed from the NAD 83(1995) position.
 LG0771
 LG0771;                    North         East     Units Scale Factor Converg.
 LG0771;SPC NE       -   130,512.293   737,466.333   MT  0.99970140   +1 52 14.1
 LG0771;SPC NE       -   428,189.08  2,419,504.13   sFT  0.99970140   +1 52 14.1
 LG0771;UTM  14      - 4,537,461.736   653,353.437   MT  0.99988945   +1 11 43.4
 LG0771
 LG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5335337461(NAD 83)
 LG0771
 LG0771                          SUPERSEDED SURVEY CONTROL
 LG0771
 LG0771  NAD 83(1986)-  40 58 26.12294(N)    097 10 38.38633(W) AD(       ) 3
 LG0771  NAD 27      -  40 58 26.09200(N)    097 10 37.24100(W) AD(       ) 3
 LG0771
 LG0771.Superseded values are not recommended for survey control.
 LG0771
 LG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0771.See file dsdata.pdf to determine how the superseded data were derived.
 LG0771
 LG0771_MARKER: 53 = ELEVATED TANK
 LG0771
 LG0771  HISTORY     - Date     Condition        Report By
 LG0771  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0771  HISTORY     - 20030821 GOOD             USPSQD
 LG0771
 LG0771                          STATION DESCRIPTION
 LG0771
 LG0771'DESCRIBED BY US POWER SQUADRON 2003 (AMM)
 LG0771'STATION FOUND GOOD. TANK IS EAST OF EIGHTH ST. AND SOUTH OF 'A' ST.
 LG0771'IN THE SE CORNER OF THE INTERSECTION OF EIGHTH AND 'A' STS. IN
 LG0771'STAPLEHURST. HAS 4 LEGS, ABOUT 60 FEET TALL, PAINTED SILVER AND HAS A
 LG0771'CONICAL TOP,BLACK LETTERS 'STAPLEHURST' ON THE TANK.FROM INTERSECTION
 LG0771'OF U.S.HWY 34 AND STATE HWY 15 IN SEWARD, GO NORTH ON HWY 15 FOR 5
 LG0771'MILES TO SPUR ROAD TO STAPLEHURST. GO WEST 3 MILES ON SPUR RD.TO TOWN.
 LG0771'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0464 ***********************************************************************
 MN0464  DESIGNATION -  STAR
 MN0464  PID         -  MN0464
 MN0464  STATE/COUNTY-  NE/CHEYENNE
 MN0464  COUNTRY     -  US
 MN0464  USGS QUAD   -  LODGEPOLE SW (2017)
 MN0464
 MN0464                         *CURRENT SURVEY CONTROL
 MN0464  ______________________________________________________________________
 MN0464* NAD 83(1995) POSITION- 41 03 45.36217(N) 102 43 30.30008(W)   ADJUSTED
 MN0464* NAVD 88 ORTHO HEIGHT -  1263.    (meters)     4144.    (feet) SCALED
 MN0464  ______________________________________________________________________
 MN0464  GEOID HEIGHT    -        -19.851 (meters)                     GEOID18
 MN0464  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 MN0464  HORZ ORDER      -  SECOND
 MN0464
 MN0464.The horizontal coordinates were established by classical geodetic methods
 MN0464.and adjusted by the National Geodetic Survey in August 1997.
 MN0464
 MN0464.The orthometric height was scaled from a topographic map.
 MN0464
 MN0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0464.GEOID18 height accuracy estimate available here.
 MN0464
 MN0464.Click photographs - Photos may exist for this station.
 MN0464
 MN0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0464
 MN0464. The following values were computed from the NAD 83(1995) position.
 MN0464
 MN0464;                    North         East     Units Scale Factor Converg.
 MN0464;SPC NE       -   140,089.277   271,050.974   MT  0.99968833   -1 48 21.3
 MN0464;SPC NE       -   459,609.57    889,273.07   sFT  0.99968833   -1 48 21.3
 MN0464;UTM  13      - 4,548,199.794   691,149.819   MT  1.00004972   +1 29 41.3
 MN0464
 MN0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0464!SPC NE       -   0.99980511  x   0.99968833  =   0.99949350
 MN0464!UTM  13      -   0.99980511  x   1.00004972  =   0.99985482
 MN0464
 MN0464:                Primary Azimuth Mark                     Grid Az
 MN0464:SPC NE       -  STAR AZ MK                               096 06 32.6
 MN0464:UTM  13      -  STAR AZ MK                               092 48 30.0
 MN0464
 MN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9114948199(NAD 83)
 MN0464
 MN0464|---------------------------------------------------------------------|
 MN0464| PID    Reference Object                     Distance      Geod. Az  |
 MN0464|                                                           dddmmss.s |
 MN0464| CP8694 STAR RM 1                            21.795 METERS 00637     |
 MN0464| CP8693 STAR AZ MK                                         0941811.3 |
 MN0464| CP8695 STAR RM 2                            22.402 METERS 09738     |
 MN0464|---------------------------------------------------------------------|
 MN0464
 MN0464                          SUPERSEDED SURVEY CONTROL
 MN0464
 MN0464  NAD 83(1993)-  41 03 45.36219(N)    102 43 30.30005(W) AD(       ) 2
 MN0464  NAD 83(1992)-  41 03 45.35930(N)    102 43 30.30162(W) AD(       ) 2
 MN0464  NAD 83(1986)-  41 03 45.35861(N)    102 43 30.30209(W) AD(       ) 2
 MN0464  NAD 27      -  41 03 45.40360(N)    102 43 28.60530(W) AD(       ) 2
 MN0464
 MN0464.Superseded values are not recommended for survey control.
 MN0464
 MN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0464.See file dsdata.pdf to determine how the superseded data were derived.
 MN0464
 MN0464_MARKER: DS = TRIANGULATION STATION DISK
 MN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0464_STAMPING: STAR 1963
 MN0464_MARK LOGO: CGS
 MN0464_PROJECTION: RECESSED 36 CENTIMETERS
 MN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0464+STABILITY: SURFACE MOTION
 MN0464
 MN0464  HISTORY     - Date     Condition        Report By
 MN0464  HISTORY     - 1963     MONUMENTED       CGS
 MN0464
 MN0464                          STATION DESCRIPTION
 MN0464
 MN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0464'THE STATION IS LOCATED ON CHEYENNE COUNTY ROAD RIGHT-OF-WAY
 MN0464'PROPERTY 8 MILES SOUTHWEST OF LODGEPOLE, 7 MILES SOUTH-SOUTHEAST
 MN0464'OF SUNOL AND JUST WEST OF A SMALL CEMETERY.
 MN0464'
 MN0464'TO REACH THE STATION FROM THE CROSSROAD AT THE ELEVATORS
 MN0464'IN SUNOL, DRIVE EAST ON U.S. HIGHWAY 30 FOR 2.05 MILES TO A
 MN0464'CROSSROAD.  TURN RIGHT AND DRIVE SOUTH ON A GRAVELED ROAD FOR
 MN0464'6.4 MILES TO A CROSSROAD AT A CEMETERY ON THE EAST SIDE OF THE
 MN0464'ROAD AND THE STATION NEAR THE EAST RIGHT-OF-WAY FENCE ALONG THE
 MN0464'NORTH-SOUTH GRAVELED ROAD.
 MN0464'
 MN0464'THE STATION IS A STANDARD DISK, STAMPED STAR 1963, SET IN THE
 MN0464'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 18 INCHES
 MN0464'IN DIAMETER AND SET 14 INCHES BELOW THE GROUND SURFACE.  IT
 MN0464'IS 53 FEET NORTHEAST OF THE CENTER OF THE CROSSROAD INTERSECTION,
 MN0464'46 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MN0464'26 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 8.5
 MN0464'FEET NORTHWEST OF THE WEST GATE POST IN THE SOUTHWEST CORNER
 MN0464'OF THE CEMETERY AND 6.5 FEET WEST OF A METAL WITNESS POST WITH
 MN0464'A SIGN ATTACHED.  THE WITNESS POST IS SET IN THE EAST
 MN0464'RIGHT-OF-WAY FENCE ALONG THE GRAVELED ROAD.
 MN0464'
 MN0464'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STAR NO 1 1963,
 MN0464'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0464'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT
 MN0464'IS 34 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD
 MN0464'AND 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE ALONG A
 MN0464'NORTH-SOUTH GRAVELED ROAD.  THIS FENCE IS ALSO THE WEST FENCE
 MN0464'AROUND THE CEMETERY.
 MN0464'
 MN0464'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STAR NO 2 1963,
 MN0464'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0464'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0464'IT IS 36 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 MN0464'ROAD AND 1.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG
 MN0464'THE EAST-WEST GRAVELED ROAD.  THIS FENCE IS ALSO THE SOUTH FENCE
 MN0464'AROUND THE CEMETERY.
 MN0464'
 MN0464'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE STATION,
 MN0464'DRIVE EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 MN0464'ON THE SOUTH SIDE OF THE ROAD.
 MN0464'
 MN0464'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STAR 1963, SET
 MN0464'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0464'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT
 MN0464'IS 36 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MN0464'2.6 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0464'AND 1.0 FOOT WEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0627 ***********************************************************************
 MN0627  DESIGNATION -  STAR
 MN0627  PID         -  MN0627
 MN0627  STATE/COUNTY-  NE/KIMBALL
 MN0627  COUNTRY     -  US
 MN0627  USGS QUAD   -  NORTH OF OLIVER RESERVOIR (2017)
 MN0627
 MN0627                         *CURRENT SURVEY CONTROL
 MN0627  ______________________________________________________________________
 MN0627* NAD 83(1995) POSITION- 41 21 00.56705(N) 103 52 24.85069(W)   ADJUSTED
 MN0627* NAVD 88 ORTHO HEIGHT -  1555.    (meters)     5102.    (feet) SCALED
 MN0627  ______________________________________________________________________
 MN0627  GEOID HEIGHT    -        -18.451 (meters)                     GEOID18
 MN0627  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 MN0627  HORZ ORDER      -  THIRD
 MN0627
 MN0627.The horizontal coordinates were established by classical geodetic methods
 MN0627.and adjusted by the National Geodetic Survey in August 1997.
 MN0627
 MN0627.The orthometric height was scaled from a topographic map.
 MN0627
 MN0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0627.GEOID18 height accuracy estimate available here.
 MN0627
 MN0627.Click photographs - Photos may exist for this station.
 MN0627
 MN0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0627
 MN0627. The following values were computed from the NAD 83(1995) position.
 MN0627
 MN0627;                    North         East     Units Scale Factor Converg.
 MN0627;SPC NE       -   175,664.119   176,045.254   MT  0.99966227   -2 34 01.2
 MN0627;SPC NE       -   576,324.70    577,575.14   sFT  0.99966227   -2 34 01.2
 MN0627;UTM  13      - 4,578,241.062   594,232.169   MT  0.99970928   +0 44 39.3
 MN0627
 MN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0627!SPC NE       -   0.99975908  x   0.99966227  =   0.99942143
 MN0627!UTM  13      -   0.99975908  x   0.99970928  =   0.99946843
 MN0627
 MN0627:                Primary Azimuth Mark                     Grid Az
 MN0627:SPC NE       -  TOMICH                                   182 55 08.8
 MN0627:UTM  13      -  TOMICH                                   179 36 28.3
 MN0627
 MN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9423278241(NAD 83)
 MN0627
 MN0627|---------------------------------------------------------------------|
 MN0627| PID    Reference Object                     Distance      Geod. Az  |
 MN0627|                                                           dddmmss.s |
 MN0627| CP8695 STAR RM 2                                          17937     |
 MN0627| MN0628 TOMICH                              APPROX. 9.4 KM 1802107.6 |
 MN0627| CP8693 STAR AZ MK                                         2682433.9 |
 MN0627| CP8694 STAR RM 1                                          35945     |
 MN0627|---------------------------------------------------------------------|
 MN0627
 MN0627                          SUPERSEDED SURVEY CONTROL
 MN0627
 MN0627  NAD 83(1993)-  41 21 00.56724(N)    103 52 24.85025(W) AD(       ) 3
 MN0627  NAD 83(1986)-  41 21 00.55662(N)    103 52 24.85004(W) AD(       ) 3
 MN0627  NAD 27      -  41 21 00.63620(N)    103 52 23.03900(W) AD(       ) 3
 MN0627
 MN0627.Superseded values are not recommended for survey control.
 MN0627
 MN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0627.See file dsdata.pdf to determine how the superseded data were derived.
 MN0627
 MN0627_MARKER: DS = TRIANGULATION STATION DISK
 MN0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0627_STAMPING: STAR 1963
 MN0627_MARK LOGO: CGS
 MN0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0627+STABILITY: SURFACE MOTION
 MN0627
 MN0627  HISTORY     - Date     Condition        Report By
 MN0627  HISTORY     - 1963     MONUMENTED       CGS
 MN0627
 MN0627                          STATION DESCRIPTION
 MN0627
 MN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0627'THE STATION IS 8-1/4 MILE NORTH AND 1 MILE EAST OF BUSHNELL,
 MN0627'IN THE SOUTHWEST QUARTER OF SECTION 16, T 16 N, R 57 W, AND ON
 MN0627'THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 MN0627'
 MN0627'TO REACH THE STATION FROM THE RAILROAD CROSSING, 0.1 MILE WEST
 MN0627'OF THE DEPOT, IN BUSHNELL, GO NORTH ON A GRAVEL ROAD FOR 8.3
 MN0627'MILES TO A GRAVEL ROAD ON THE RIGHT AND A TRACK ROAD ON THE
 MN0627'LEFT.  (AZIMUTH MARK IN THE SOUTHEAST ANGLE, NEAR A FENCE CORNER.)
 MN0627'TURN RIGHT AND GO EAST ON THE GRAVEL ROAD FOR 1.0 MILE TO A
 MN0627'CROSSROAD.  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 138
 MN0627'FEET TO THE STATION ON THE RIGHT.
 MN0627'
 MN0627'STATION MARKS ARE STANDARD DISKS STAMPED STAR 1963.  THE
 MN0627'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0627'2 INCHES.  IT IS 32 FEET SOUTH OF A FENCE POST, 16 FEET NORTH
 MN0627'OF A FENCE POST, 15 FEET EAST OF THE CENTER OF THE TRACK
 MN0627'ROAD, AND 3.8 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 MN0627'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 MN0627'THE SURFACE OF THE GROUND.
 MN0627'
 MN0627'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STAR NO 1 1963,
 MN0627'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0627'THE GROUND.  IT IS 29 FEET NORTH OF A FENCE POST, 20 FEET
 MN0627'SOUTH OF A FENCE POST AND 15 FEET EAST OF THE CENTER OF THE
 MN0627'TRACK ROAD.
 MN0627'
 MN0627'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STAR NO 2 1963,
 MN0627'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0627'IS 79 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 15 FEET EAST
 MN0627'OF THE CENTER OF THE TRACK ROAD AND 3 FEET NORTHWEST OF A FENCE
 MN0627'POST.
 MN0627'
 MN0627'AZIMUTH MARK IS A STANDARD DISK STAMPED STAR 1963, SET IN
 MN0627'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 40 FEET
 MN0627'EAST OF THE CENTER OF A GRAVEL ROAD, 35 FEET SOUTH OF THE
 MN0627'CENTER OF A GRAVEL ROAD, 4 FEET EAST OF A TELEPHONE POLE,
 MN0627'3.5 FEET NORTHEAST OF A FENCE CORNER POST AND 1.9 FEET EAST
 MN0627'OF A METAL WITNESS POST.
 MN0627'
 MN0627'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1740 ***********************************************************************
 NM1740  DESIGNATION -  STARK
 NM1740  PID         -  NM1740
 NM1740  STATE/COUNTY-  NE/DIXON
 NM1740  COUNTRY     -  US
 NM1740  USGS QUAD   -  PONCA (2017)
 NM1740
 NM1740                         *CURRENT SURVEY CONTROL
 NM1740  ______________________________________________________________________
 NM1740* NAD 83(1995) POSITION- 42 33 49.53675(N) 096 40 25.54147(W)   ADJUSTED
 NM1740* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 NM1740  ______________________________________________________________________
 NM1740  GEOID HEIGHT    -        -25.616 (meters)                     GEOID18
 NM1740  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 NM1740  HORZ ORDER      -  SECOND
 NM1740
 NM1740.The horizontal coordinates were established by classical geodetic methods
 NM1740.and adjusted by the National Geodetic Survey in August 1997.
 NM1740
 NM1740.The orthometric height was scaled from a topographic map.
 NM1740
 NM1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1740.GEOID18 height accuracy estimate available here.
 NM1740
 NM1740.Click photographs - Photos may exist for this station.
 NM1740
 NM1740.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1740
 NM1740. The following values were computed from the NAD 83(1995) position.
 NM1740
 NM1740;                    North         East     Units Scale Factor Converg.
 NM1740;SPC NE       -   308,416.898   773,021.579   MT  0.99982932   +2 12 15.4
 NM1740;SPC NE       - 1,011,864.44  2,536,154.96   sFT  0.99982932   +2 12 15.4
 NM1740;SPC SD S     -    32,219.085   900,432.588   MT  1.00007470   +2 31 28.4
 NM1740;SPC SD S     -   105,705.45  2,954,169.25   sFT  1.00007470   +2 31 28.4
 NM1740;UTM  14      - 4,714,995.686   690,948.252   MT  1.00004861   +1 34 26.3
 NM1740
 NM1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1740!SPC NE       -   0.99993844  x   0.99982932  =   0.99976777
 NM1740!SPC SD S     -   0.99993844  x   1.00007470  =   1.00001313
 NM1740!UTM  14      -   0.99993844  x   1.00004861  =   0.99998705
 NM1740
 NM1740:                Primary Azimuth Mark                     Grid Az
 NM1740:SPC NE       -  TRILOBA                                  131 34 55.9
 NM1740:SPC SD S     -  TRILOBA                                  131 15 42.9
 NM1740:UTM  14      -  TRILOBA                                  132 12 45.0
 NM1740
 NM1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9094814995(NAD 83)
 NM1740
 NM1740|---------------------------------------------------------------------|
 NM1740| PID    Reference Object                     Distance      Geod. Az  |
 NM1740|                                                           dddmmss.s |
 NM1740| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.10.3 KM 0641511.5 |
 NM1740| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.10.4 KM 0652923.3 |
 NM1740| CO4620 STARK RM 1                           20.087 METERS 10018     |
 NM1740| NM1741 TRILOBA                             APPROX. 0.7 KM 1334711.3 |
 NM1740| NM1841 ELK POINT MUNICIPAL TANK            APPROX.13.7 KM 3551154.2 |
 NM1740| CO4621 STARK RM 2                           22.878 METERS 35720     |
 NM1740|---------------------------------------------------------------------|
 NM1740
 NM1740                          SUPERSEDED SURVEY CONTROL
 NM1740
 NM1740  NAD 83(1986)-  42 33 49.54117(N)    096 40 25.53793(W) AD(       ) 2
 NM1740  NAD 27      -  42 33 49.55500(N)    096 40 24.41100(W) AD(       ) 2
 NM1740
 NM1740.Superseded values are not recommended for survey control.
 NM1740
 NM1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1740.See file dsdata.pdf to determine how the superseded data were derived.
 NM1740
 NM1740_MARKER: DS = TRIANGULATION STATION DISK
 NM1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1740_STAMPING: STARK 1948
 NM1740_MARK LOGO: CGS
 NM1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1740+STABILITY: SURFACE MOTION
 NM1740
 NM1740  HISTORY     - Date     Condition        Report By
 NM1740  HISTORY     - 1948     MONUMENTED       CGS
 NM1740
 NM1740                          STATION DESCRIPTION
 NM1740
 NM1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1740'THE STATION IS LOCATED ABOUT 2.0 MILES EAST-NORTHEAST OF PONCA
 NM1740'AND ON LAND OWNED BY MR. STARK.  IT IS ON THE SUMMIT OF A
 NM1740'KNOLL OVERLOOKING THE MISSOURI RIVER TO THE EAST AND NORTH.
 NM1740'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED STARK
 NM1740'1948.
 NM1740'
 NM1740'REFERENCE MARK NO. 1 IS 65.90 FEET EAST OF THE STATION AND
 NM1740'1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NM1740'DISK IS STAMPED STARK NO 1 1948.
 NM1740'
 NM1740'REFERENCE MARK NO. 2 IS 75.06 FEET NORTH OF THE STATION, 102
 NM1740'FEET SOUTH OF A EAST-WEST FENCE AND 66 FEET WEST OF A NORTH-SOUTH
 NM1740'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1740'STARK NO 2 1948.
 NM1740'
 NM1740'TRILOBA (MRC) WAS USED AS THE AZIMUTH MARK.  IT IS APPROXIMATELY
 NM1740'0.5 MILE SOUTHEAST OF THE STATION, ON THE SUMMIT OF THE KNOLL.
 NM1740'
 NM1740'TO REACH FROM THE POST OFFICE IN PONCA, GO NORTH 2 BLOCKS
 NM1740'TO CROSS STREETS, TURN RIGHT (EAST) FOLLOWING THE MAIN ROAD
 NM1740'FOR 0.45 MILE TO A WOODEN BRIDGE, CONTINUE ON MAIN ROAD FOR
 NM1740'1.3 MILE TO A TRACK ROAD LEFT (20 PACES EAST OF A ELM TREE WITH
 NM1740'A TRIANGLE BLAZE ON THE RIGHT SIDE OF THE ROAD), TURN LEFT 150
 NM1740'FEET TO A TELEPHONE POLE ON THE LEFT, TURN LEFT (NORTHWEST)
 NM1740'0.15 MILE TO THE TOP OF RIDGE, TURN RIGHT ALONG THE TOP OF
 NM1740'RIDGE FOR 0.05 MILE TO A FENCE CORNER ON THE EAST SLOPE OF
 NM1740'RIDGE, PASS THROUGH FENCE AND FOLLOW ALONG THE WEST SIDE
 NM1740'OF FENCE FOR 0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 NM1740'
 NM1740'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0931 ***********************************************************************
 LG0931  DESIGNATION -  STATE
 LG0931  PID         -  LG0931
 LG0931  STATE/COUNTY-  NE/FILLMORE
 LG0931  COUNTRY     -  US
 LG0931  USGS QUAD   -  GENEVA (2017)
 LG0931
 LG0931                         *CURRENT SURVEY CONTROL
 LG0931  ______________________________________________________________________
 LG0931* NAD 83(1995) POSITION- 40 35 30.56224(N) 097 34 00.98418(W)   ADJUSTED
 LG0931* NAVD 88 ORTHO HEIGHT -   499.6   (meters)     1639.    (feet) VERTCON
 LG0931  ______________________________________________________________________
 LG0931  GEOID HEIGHT    -        -26.636 (meters)                     GEOID18
 LG0931  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG0931  HORZ ORDER      -  THIRD
 LG0931
 LG0931.This mark is at Fairmont State Airfield Airport (FMZ)
 LG0931
 LG0931.The horizontal coordinates were established by classical geodetic methods
 LG0931.and adjusted by the National Geodetic Survey in August 1997.
 LG0931
 LG0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0931
 LG0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0931.GEOID18 height accuracy estimate available here.
 LG0931
 LG0931.Click photographs - Photos may exist for this station.
 LG0931
 LG0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0931
 LG0931. The following values were computed from the NAD 83(1995) position.
 LG0931
 LG0931;                    North         East     Units Scale Factor Converg.
 LG0931;SPC NE       -    87,112.017   705,892.067   MT  0.99978474   +1 36 44.6
 LG0931;SPC NE       -   285,800.01  2,315,914.22   sFT  0.99978474   +1 36 44.6
 LG0931;UTM  14      - 4,494,433.991   621,264.943   MT  0.99978101   +0 55 57.2
 LG0931
 LG0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0931!SPC NE       -   0.99992581  x   0.99978474  =   0.99971057
 LG0931!UTM  14      -   0.99992581  x   0.99978101  =   0.99970684
 LG0931
 LG0931:                Primary Azimuth Mark                     Grid Az
 LG0931:SPC NE       -  STATE AZ MK                              355 50 49.8
 LG0931:UTM  14      -  STATE AZ MK                              356 31 37.2
 LG0931
 LG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2126494433(NAD 83)
 LG0931
 LG0931|---------------------------------------------------------------------|
 LG0931| PID    Reference Object                     Distance      Geod. Az  |
 LG0931|                                                           dddmmss.s |
 LG0931| LG0932 FAIRMONT AIR BASE WATER TANK        253.009 METERS 12258     |
 LG0931| CO2449 STATE RM 1                           11.300 METERS 18004     |
 LG0931| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX. 8.0 KM 2022107.1 |
 LG0931| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX. 8.0 KM 2043613.2 |
 LG0931| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX. 7.3 KM 2120817.3 |
 LG0931| LG1236 STATE 2 AZ MK                       371.888 METERS 24109     |
 LG0931| LG1246 STATE RM 2                           19.317 METERS 29142     |
 LG0931| LG1235 STATE 2                              25.001 METERS 31313     |
 LG0931| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 5.3 KM 3421811.3 |
 LG0931| CO2448 STATE AZ MK                                        3572734.4 |
 LG0931|---------------------------------------------------------------------|
 LG0931
 LG0931                          SUPERSEDED SURVEY CONTROL
 LG0931
 LG0931  NAD 83(1986)-  40 35 30.56733(N)    097 34 00.98641(W) AD(       ) 3
 LG0931  NAD 27      -  40 35 30.54100(N)    097 33 59.81700(W) AD(       ) 3
 LG0931  NGVD 29 (01/31/91)  499.4    (m)         1638.     (f) VERT ANG       
 LG0931  NGVD 29 (02/23/90)  499.4    (m)         1638.     (f) VERT ANG       
 LG0931
 LG0931.Superseded values are not recommended for survey control.
 LG0931
 LG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0931.See file dsdata.pdf to determine how the superseded data were derived.
 LG0931
 LG0931_MARKER: DS = TRIANGULATION STATION DISK
 LG0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0931_STAMPING: STATE 1950
 LG0931_MARK LOGO: CGS
 LG0931_PROJECTION: FLUSH
 LG0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0931+STABILITY: SURFACE MOTION
 LG0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0931+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0931
 LG0931  HISTORY     - Date     Condition        Report By
 LG0931  HISTORY     - 1950     MONUMENTED       CGS
 LG0931  HISTORY     - 1950     GOOD             CGS
 LG0931  HISTORY     - 1963     GOOD             CGS
 LG0931  HISTORY     - 19880412 SEE DESCRIPTION  NGS
 LG0931
 LG0931                          STATION DESCRIPTION
 LG0931
 LG0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0931'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF THE TOWN
 LG0931'OF FAIRMONT AND ON THE FAIRMONT ARMY AIR BASE WHICH IS NOW OWNED
 LG0931'BY THE STATE OF NEBRASKA.  IT IS 62 FEET EAST OF THE EAST EDGE OF
 LG0931'THE CONCRETE RUNWAY, 61 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LG0931'CORNER OF A BARRACKS BUILDING, 14 FEET WEST OF THE SOUTHWEST
 LG0931'LEG OF THE CONTROL TOWER AND 2 FEET WEST OF THE WEST EDGE
 LG0931'OF SIDE WALK.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG0931'AND THE DISK IS STAMPED STATE 1950.
 LG0931'
 LG0931'REFERENCE MARK NO. 1 IS 40 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LG0931'LEG OF THE CONTROL TOWER, 26 FEET NORTHWEST OF THE NORTHWEST
 LG0931'CORNER OF A BARRACKS BUILDING AND 2 FEET WEST OF THE WEST EDGE
 LG0931'OF SIDE WALK.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LG0931'GROUND AND THE DISK IS STAMPED STATE NO 1 1950.
 LG0931'
 LG0931'REFERENCE MARK NO. 2 IS 73.6 FEET WEST OF THE NORTHWEST LEG OF
 LG0931'THE CONTROL TOWER AND 2 FEET EAST OF THE EAST EDGE OF THE
 LG0931'CONCRETE RUNWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LG0931'GROUND AND THE DISK IS STAMPED STATE NO 2 1950.
 LG0931'
 LG0931'AZIMUTH MARK IS 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LG0931'HANGER NO. T-1401, 19 FEET SOUTH OF A FIRE HYDRANT, 5 FEET
 LG0931'SOUTH-SOUTHWEST OF A WITNESS POST AND 2 FEET EAST OF THE EAST
 LG0931'EDGE OF THE CONCRETE RUNWAY.  THE MARK PROJECTS 4 INCHES AND THE
 LG0931'DISK IS STAMPED STATE 1950.
 LG0931'
 LG0931'TO REACH FROM THE RAILROAD STATION IN FAIRMONT, GO EAST ON
 LG0931'US HIGHWAY 6 FOR 1.4 MILES TO CROSSROADS, TURN RIGHT (WEST)
 LG0931'ON GRAVELED ROAD FOR 3.35 MILES TO THE SOUTH ENTRANCE TO THE AIR
 LG0931'BASE, TURN RIGHT (WEST) 0.6 MILE TO THE CONCRETE RUNWAY, TURN
 LG0931'RIGHT (NORTH) 0.05 MILE TO THE CONTROL TOWER AND THE STATION.
 LG0931'
 LG0931'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 LG0931'RUNWAY 0.25 MILE TO THE SECOND HANGAR AND THE MARK AS DESCRIBED.
 LG0931'
 LG0931'A 47 FT. SIGNAL AT GENEVA IS V.G.
 LG0931'
 LG0931'A 74 FT. SIGNAL AT GRAFTON IS V.G.
 LG0931'
 LG0931'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0931
 LG0931                          STATION RECOVERY (1950)
 LG0931
 LG0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0931'RECOVERED IN GOOD CONDITION.
 LG0931
 LG0931                          STATION RECOVERY (1963)
 LG0931
 LG0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0931'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0931'FOUND IN GOOD CONDITION, EXCEPT THAT THE STATION IS LOCATED
 LG0931'ABOUT 3 MILES SOUTH-SOUTHEAST OF THE TOWN OF FAIRMONT INSTEAD
 LG0931'OF WEST-SOUTHWEST.  THE CONTROL TOWER IS GONE, BUT THE RUNWAYS
 LG0931'AND RAMPS ARE IN GOOD CONDITION.  A NEW STEEL WITNESS POST
 LG0931'IS 2 FEET EAST OF THE STATION MARK AT THE WEST EDGE OF SIDEWALK.
 LG0931'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION AND 85 FEET
 LG0931'NORTHWEST OF THE NORTHWEST CORNER OF THE SECOND HANGAR NORTH
 LG0931'OF THE STATION.  THESE LARGE HANGARS ARE BEING USED FOR GRAIN
 LG0931'STORAGE.  A NEW TO REACH FOLLOWS.
 LG0931'
 LG0931'TO REACH THE STATION FROM THE RAILROAD STATION IN FAIRMONT, GO
 LG0931'EAST ON U.S. HIGHWAY 6 FOR 1.4 MILES TO CROSSROADS.  TURN
 LG0931'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 2.8 MILES TO THE EAST SIDE
 LG0931'OR MAIN ENTRANCE TO AIRFIELD.  TURN RIGHT INTO THE AIRFIELD
 LG0931'AND GO WEST FOR 0.4 MILE, THENCE LEFT OR SOUTH FOR 0.1 MILE,
 LG0931'THENCE RIGHT OR WEST FOR 0.05 MILE TO THE CONCRETE RAMP.  TURN
 LG0931'LEFT AND GO SOUTH ALONG THE EAST EDGE OF RAMP FOR 0.05 MILE TO
 LG0931'THE AZIMUTH MARK AS DESCRIBED.  CONTINUE SOUTH ALONG THE EAST
 LG0931'EDGE OF THE RAMP FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 LG0931
 LG0931                          STATION RECOVERY (1988)
 LG0931
 LG0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0931'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LG0931'CONDITION.  THE STATION SITE IS BEING CONVERTED TO FARM LAND AND IT
 LG0931'WAS REQUESTED THE STATION BE MOVED.  STATION -STATE 2-, REFERENCE MARK
 LG0931'3 AND AN AZIMUTH MARK FOR THE NEW STATION WERE ESTABLISHED.  THE
 LG0931'DISTANCE AND DIRECTION TO REFERENCE MARK 2 AGREED WITH 1950 DATA AS
 LG0931'DID THE DIRECTIONS TO DISTANT LANDMARKS.  REFRENCE MARK 1 AND THE
 LG0931'AZIMUTH MARK WERE FOUND DESTROYED.
 LG0931'THE UNDERGROUND STATION MARK WAS LEFT IN PLACE, BUT IT WILL BE IN A
 LG0931'CULTIVATED FIELD.
 LG0931'FOR FURTHER DETAILS, PLEASE SEE THE DESCRIPTIONS FOR THE NEW MARKS.
 LG0931'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1235 ***********************************************************************
 LG1235  SACS        -  This is a Secondary Airport Control Station.
 LG1235  DESIGNATION -  STATE 2
 LG1235  PID         -  LG1235
 LG1235  STATE/COUNTY-  NE/FILLMORE
 LG1235  COUNTRY     -  US
 LG1235  USGS QUAD   -  GENEVA (2017)
 LG1235
 LG1235                         *CURRENT SURVEY CONTROL
 LG1235  ______________________________________________________________________
 LG1235* NAD 83(2011) POSITION- 40 35 31.11507(N) 097 34 01.75931(W)   ADJUSTED
 LG1235* NAD 83(2011) ELLIP HT-   471.767 (meters)        (06/27/12)   ADJUSTED
 LG1235* NAD 83(2011) EPOCH   -  2010.00
 LG1235* NAVD 88 ORTHO HEIGHT -   498.40  (meters)     1635.2   (feet) GPS OBS
 LG1235  ______________________________________________________________________
 LG1235  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1235  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 LG1235  NAD 83(2011) X  -   -638,760.510 (meters)                     COMP
 LG1235  NAD 83(2011) Y  - -4,808,311.402 (meters)                     COMP
 LG1235  NAD 83(2011) Z  -  4,128,427.957 (meters)                     COMP
 LG1235  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG1235
 LG1235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1235  Standards:
 LG1235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1235  -------------------------------------------------------------------
 LG1235  NETWORK    0.59   1.06           0.27   0.20   0.54      0.01800020
 LG1235  -------------------------------------------------------------------
 LG1235  Click here for local accuracies and other accuracy information.
 LG1235
 LG1235.This mark is at Fairmont State Airfield Airport (FMZ)
 LG1235
 LG1235.The horizontal coordinates were established by GPS observations
 LG1235.and adjusted by the National Geodetic Survey in June 2012.
 LG1235
 LG1235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1235.been affixed to the stable North American tectonic plate. See 
 LG1235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1235
 LG1235.The horizontal coordinates are valid at the epoch date displayed above
 LG1235.which is a decimal equivalence of Year/Month/Day.
 LG1235
 LG1235.The orthometric height was determined by GPS observations and a
 LG1235.high-resolution geoid model.
 LG1235
 LG1235.GPS derived orthometric heights for airport stations designated as
 LG1235.PACS or SACS are published to 2 decimal places.  This maintains
 LG1235.centimeter relative accuracy between the PACS and SACS.  It does
 LG1235.not indicate centimeter accuracy relative to other marks which are
 LG1235.part of the published vertical control network.
 LG1235
 LG1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1235.GEOID18 height accuracy estimate available here.
 LG1235
 LG1235.Click photographs - Photos may exist for this station.
 LG1235
 LG1235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1235
 LG1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1235
 LG1235.The ellipsoidal height was determined by GPS observations
 LG1235.and is referenced to NAD 83.
 LG1235
 LG1235. The following values were computed from the NAD 83(2011) position.
 LG1235
 LG1235;                    North         East     Units Scale Factor Converg.
 LG1235;SPC NE       -    87,128.547   705,873.372   MT  0.99978470   +1 36 44.1
 LG1235;SPC NE       -   285,854.24  2,315,852.89   sFT  0.99978470   +1 36 44.1
 LG1235;UTM  14      - 4,494,450.741   621,246.445   MT  0.99978095   +0 55 56.7
 LG1235
 LG1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1235!SPC NE       -   0.99992600  x   0.99978470  =   0.99971072
 LG1235!UTM  14      -   0.99992600  x   0.99978095  =   0.99970697
 LG1235
 LG1235:                Primary Azimuth Mark                     Grid Az
 LG1235:SPC NE       -  GENEVA STATE TRAINING SCH TANK           210 19 57.2
 LG1235:UTM  14      -  GENEVA STATE TRAINING SCH TANK           211 00 44.6
 LG1235
 LG1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2124694450(NAD 83)
 LG1235
 LG1235|---------------------------------------------------------------------|
 LG1235| PID    Reference Object                     Distance      Geod. Az  |
 LG1235|                                                           dddmmss.s |
 LG1235| LG1237 STATE 2 RM 3                          5.366 METERS 08442     |
 LG1235| LG0931 STATE                                25.001 METERS 13313     |
 LG1235| LG1246 STATE RM 2                            9.978 METERS 17826     |
 LG1235| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX. 7.3 KM 2115641.3 |
 LG1235| LG1236 STATE 2 AZ MK                       364.969 METERS 23725     |
 LG1235| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 5.2 KM 3422609.9 |
 LG1235|---------------------------------------------------------------------|
 LG1235
 LG1235                          SUPERSEDED SURVEY CONTROL
 LG1235
 LG1235  NAD 83(2007)-  40 35 31.11503(N)    097 34 01.75998(W) AD(2002.00) 0
 LG1235  ELLIP H (02/10/07)  471.789  (m)                       GP(2002.00)    
 LG1235  ELLIP H (12/18/01)  471.770  (m)                       GP(       ) 5 1
 LG1235  NAD 83(1995)-  40 35 31.11478(N)    097 34 01.75931(W) AD(       ) 1
 LG1235  ELLIP H (08/21/98)  471.831  (m)                       GP(       ) 5 1
 LG1235  NAD 83(1995)-  40 35 31.11719(N)    097 34 01.75906(W) AD(       ) 1
 LG1235  ELLIP H (08/18/97)  471.711  (m)                       GP(       ) 4 1
 LG1235  NAD 83(1986)-  40 35 31.12232(N)    097 34 01.76128(W) AD(       ) 1
 LG1235  NAD 83(1986)-  40 35 31.12289(N)    097 34 01.76196(W) AD(       ) 1
 LG1235  NGVD 29 (01/31/91)  498.34   (m)  OSU 89B  model used  GPS OBS        
 LG1235  NGVD 29             498.28   (m)         1634.8    (f) LEVELING    3  
 LG1235
 LG1235.Superseded values are not recommended for survey control.
 LG1235
 LG1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1235.See file dsdata.pdf to determine how the superseded data were derived.
 LG1235
 LG1235_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1235_STAMPING: STATE 2 1988
 LG1235_MARK LOGO: NGS
 LG1235_PROJECTION: FLUSH
 LG1235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1235+STABILITY: SURFACE MOTION
 LG1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1235+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 LG1235
 LG1235  HISTORY     - Date     Condition        Report By
 LG1235  HISTORY     - 1988     MONUMENTED       NGS
 LG1235  HISTORY     - 19890410 GOOD             NGS
 LG1235  HISTORY     - 19900823 GOOD             NGS
 LG1235  HISTORY     - 19950515 GOOD             NGS
 LG1235  HISTORY     - 19970609 GOOD             NGS
 LG1235  HISTORY     - 20040531 GOOD             USPSQD
 LG1235  HISTORY     - 20070616 GOOD             INDIV
 LG1235
 LG1235                          STATION DESCRIPTION
 LG1235
 LG1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1235'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHEAST FROM
 LG1235'GENEVA, 5.3 KM (3.30 MI) SOUTH-SOUTHEAST FROM FAIRMONT, 5.5 KM
 LG1235'(3.40 MI) SOUTH FROM U.S. HIGHWAY 6, 2.25 KM (1.40 MI) EAST FROM U.S.
 LG1235'HIGHWAY 81 AND ON THE FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF
 LG1235'NEBRASKA, CARL RIENSTRA, SUPERVISOR STATE OWNED AIRFIELDS, P.O. BOX
 LG1235'82088, LINCOLN, NE 68501.  THE AIRPORT MANAGER IS TIM KRIENERT,
 LG1235'TELEPHONE 402-471-2371.
 LG1235'TO REACH THE STATION FROM THE POST OFFICE IN FAIRMONT, GO NORTH ON
 LG1235'FAIRMONT AVENUE FOR 0.08 KM (0.05 MI) TO U.S. HIGHWAY 6.  TURN RIGHT
 LG1235'AND GO EAST ON THE HIGHWAY FOR 2.25 KM (1.40 MI) TO A GRADED
 LG1235'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 5.47 KM
 LG1235'(3.40 MI) TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 LG1235'THE GRADED ROAD FOR 0.72 KM (0.45 MI) TO THE EAST EDGE OF A CONCRETE
 LG1235'APRON AT THE FAIRMONT STATE AIRFIELD.  TURN RIGHT AND GO NORTH ALONG
 LG1235'THE EAST EDGE OF THE APRON FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 LG1235'RIGHT.
 LG1235'THE STATION MARK IS SET 99.4 M (326.1 FT) NORTH OF THE CENTERLINE OF A
 LG1235'GRADED ROAD, 60.60 M (198.8 FT) SOUTH OF THE CENTER OF THE TOP OF A
 LG1235'FIRE HYDRANT, 20.68 M (67.8 FT) SOUTHEAST OF A GUYED POWER LINE POLE,
 LG1235'4.79 M (15.7 FT) WEST FROM THE CENTER OF A 5 BY 6 FOOT CONCRETE STORM
 LG1235'DRAIN, 0.99 M (3.2 FT) SOUTH FROM A WITNESS POST AND 0.3 M (1.0 FT)
 LG1235'EAST OF THE EAST EDGE OF THE CONCRETE APRON AND FLUSH WITH THE
 LG1235'SURFACE.
 LG1235'DESCRIBED BY G.F. SMITH.
 LG1235
 LG1235                          STATION RECOVERY (1990)
 LG1235
 LG1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1235'THE STATION IS LOCATED AT FAIRMONT STATE AIRFIELD ON THE EAST SIDE OF
 LG1235'THE AIRPORT.  THE STATION IS 366.6 FT (111.7 M) NORTH OF THE AIRPORT
 LG1235'BEACON, 32.7 FT (10.0 M) NORTH OF STATE 1950 NO 2, 198.8 FT (60.6 M)
 LG1235'SOUTH OF A FIRE HYDRANT, 67.8 FT (20.7 M) SOUTHEAST OF THE
 LG1235'NORTHERNMOST POWER POLE, 15.7 FT (4.8 M) WEST OF THE CENTER OF A 5 FT
 LG1235'(1.5 M) X 6 FT (1.8 M) STORM DRAIN, 3.2 FT (1.0 M) SOUTH OF A
 LG1235'CARBONITE WITNESS POST, AND 1.0 FT (0.3 M) EAST OF THE EAST EDGE OF
 LG1235'CONCRETE PAVEMENT.  THE STATION IS A NGS TRIANGULATION DISK SET FLUSH
 LG1235'WITH THE GROUND AND STAMPED STATE 2 1988.
 LG1235
 LG1235                          STATION RECOVERY (1995)
 LG1235
 LG1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1235'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) NORTH-NORTHEAST OF
 LG1235'GENEVA, 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF FAIRMONT AND AT THE
 LG1235'FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 LG1235'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN NE 68501.  AIRPORT
 LG1235'MANAGER, TIM KRIENERT, PHONE (402) 268-4521.  TO REACH THE STATION
 LG1235'FROM THE U.S. HIGHWAY 81 OVERPASS OVER U.S. HIGHWAY 6 ON THE WEST SIDE
 LG1235'OF FAIRMONT, GO EAST ON U.S. HIGHWAY 6 FOR 1.95 MI (3.14 KM) TO AN
 LG1235'INTERSECTION, TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 3.3 MI (5.3
 LG1235'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL ROAD
 LG1235'FOR 0.45 MI (0.72 KM) TO THE APRON EDGE, AIRPORT BEACON ON LEFT AND A
 LG1235'FENCE LINE AHEAD, TURN RIGHT AND GO NORTH ALONG THE EAST EDGE OF THE
 LG1235'APRON FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION
 LG1235'IS 326.1 FT (99.4 M) NORTH OF THE GRAVEL ROAD CENTER, 198.8 FT (60.6
 LG1235'M) SOUTH OF A FIRE HYDRANT, 67.8 FT (20.7 M) SOUTHEAST OF THE
 LG1235'NORTHERNMOST POWER LINE POLE, 32.7 FT (10.0 M) NORTH OF STATE RM 2,
 LG1235'15.7 FT (4.8 M) WEST OF A 5 FT (1.5 M) BY 6 FT (1.8 M) STORM SEWER
 LG1235'DRAIN, 3.2 FT (1.0 M) SOUTH OF A WITNESS POST AND 1.0 FT (0.3 M) EAST
 LG1235'FROM THE EAST EDGE OF THE CONCRETE APRON.  THIS STATION TO BE USED AS
 LG1235'SACS.
 LG1235
 LG1235                          STATION RECOVERY (1997)
 LG1235
 LG1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1235'RECOVERED AS DESCRIBED.
 LG1235
 LG1235                          STATION RECOVERY (2004)
 LG1235
 LG1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1235'RECOVERED IN GOOD CONDITION.
 LG1235
 LG1235                          STATION RECOVERY (2007)
 LG1235
 LG1235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LG1235'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1236 ***********************************************************************
 LG1236  SACS        -  This is a Secondary Airport Control Station.
 LG1236  DESIGNATION -  STATE 2 AZ MK
 LG1236  PID         -  LG1236
 LG1236  STATE/COUNTY-  NE/FILLMORE
 LG1236  COUNTRY     -  US
 LG1236  USGS QUAD   -  GENEVA (2017)
 LG1236
 LG1236                         *CURRENT SURVEY CONTROL
 LG1236  ______________________________________________________________________
 LG1236* NAD 83(2011) POSITION- 40 35 24.74213(N) 097 34 14.83638(W)   ADJUSTED
 LG1236* NAD 83(2011) ELLIP HT-   471.395 (meters)        (06/27/12)   ADJUSTED
 LG1236* NAD 83(2011) EPOCH   -  2010.00
 LG1236* NAVD 88 ORTHO HEIGHT -   498.02  (meters)     1633.9   (feet) GPS OBS
 LG1236  ______________________________________________________________________
 LG1236  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1236  GEOID HEIGHT    -        -26.632 (meters)                     GEOID18
 LG1236  NAD 83(2011) X  -   -639,082.168 (meters)                     COMP
 LG1236  NAD 83(2011) Y  - -4,808,397.416 (meters)                     COMP
 LG1236  NAD 83(2011) Z  -  4,128,278.426 (meters)                     COMP
 LG1236  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 LG1236
 LG1236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1236  Standards:
 LG1236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1236  -------------------------------------------------------------------
 LG1236  NETWORK    0.56   1.02           0.25   0.20   0.52      0.01969296
 LG1236  -------------------------------------------------------------------
 LG1236  Click here for local accuracies and other accuracy information.
 LG1236
 LG1236.This mark is at Fairmont State Airfield Airport (FMZ)
 LG1236
 LG1236.The horizontal coordinates were established by GPS observations
 LG1236.and adjusted by the National Geodetic Survey in June 2012.
 LG1236
 LG1236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1236.been affixed to the stable North American tectonic plate. See 
 LG1236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1236
 LG1236.The horizontal coordinates are valid at the epoch date displayed above
 LG1236.which is a decimal equivalence of Year/Month/Day.
 LG1236
 LG1236.The orthometric height was determined by GPS observations and a
 LG1236.high-resolution geoid model.
 LG1236
 LG1236.GPS derived orthometric heights for airport stations designated as
 LG1236.PACS or SACS are published to 2 decimal places.  This maintains
 LG1236.centimeter relative accuracy between the PACS and SACS.  It does
 LG1236.not indicate centimeter accuracy relative to other marks which are
 LG1236.part of the published vertical control network.
 LG1236
 LG1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1236.GEOID18 height accuracy estimate available here.
 LG1236
 LG1236.Click photographs - Photos may exist for this station.
 LG1236
 LG1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1236
 LG1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1236
 LG1236.The ellipsoidal height was determined by GPS observations
 LG1236.and is referenced to NAD 83.
 LG1236
 LG1236. The following values were computed from the NAD 83(2011) position.
 LG1236
 LG1236;                    North         East     Units Scale Factor Converg.
 LG1236;SPC NE       -    86,923.443   705,571.581   MT  0.99978519   +1 36 35.4
 LG1236;SPC NE       -   285,181.33  2,314,862.76   sFT  0.99978519   +1 36 35.4
 LG1236;UTM  14      - 4,494,249.233   620,942.244   MT  0.99978004   +0 55 48.1
 LG1236
 LG1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1236!SPC NE       -   0.99992606  x   0.99978519  =   0.99971126
 LG1236!UTM  14      -   0.99992606  x   0.99978004  =   0.99970612
 LG1236
 LG1236:                Primary Azimuth Mark                     Grid Az
 LG1236:SPC NE       -  GENEVA STATE TRAINING SCH TANK           209 02 18.4
 LG1236:UTM  14      -  GENEVA STATE TRAINING SCH TANK           209 43 05.7
 LG1236
 LG1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2094294249(NAD 83)
 LG1236
 LG1236|---------------------------------------------------------------------|
 LG1236| PID    Reference Object                     Distance      Geod. Az  |
 LG1236|                                                           dddmmss.s |
 LG1236| LG1235 STATE 2                             364.969 METERS 05725     |
 LG1236| LG0931 STATE                               371.888 METERS 06109     |
 LG1236| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX. 6.9 KM 2103853.8 |
 LG1236|---------------------------------------------------------------------|
 LG1236
 LG1236                          SUPERSEDED SURVEY CONTROL
 LG1236
 LG1236  NAD 83(2007)-  40 35 24.74209(N)    097 34 14.83704(W) AD(2002.00) 0
 LG1236  ELLIP H (02/10/07)  471.417  (m)                       GP(2002.00)    
 LG1236  ELLIP H (12/18/01)  471.398  (m)                       GP(       ) 5 1
 LG1236  NAD 83(1995)-  40 35 24.74183(N)    097 34 14.83638(W) AD(       ) 1
 LG1236  ELLIP H (08/21/98)  471.459  (m)                       GP(       ) 5 1
 LG1236  NAD 83(1995)-  40 35 24.74464(N)    097 34 14.83627(W) AD(       ) 3
 LG1236  ELLIP H (08/18/97)  471.329  (m)                       GP(       ) 4 1
 LG1236  NAD 83(1986)-  40 35 24.74989(N)    097 34 14.83858(W) AD(       ) 3
 LG1236  NAD 83(1986)-  40 35 24.75032(N)    097 34 14.83903(W) AD(       ) 3
 LG1236  NGVD 29 (01/31/91)  497.96   (m)  OSU 89B  model used  GPS OBS        
 LG1236  NGVD 29 (02/23/90)  497.90   (m)  RAPSU86  model used  GPS OBS        
 LG1236
 LG1236.Superseded values are not recommended for survey control.
 LG1236
 LG1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1236.See file dsdata.pdf to determine how the superseded data were derived.
 LG1236
 LG1236_MARKER: DZ = AZIMUTH MARK DISK
 LG1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1236_STAMPING: STATE 2 1988
 LG1236_MARK LOGO: NGS
 LG1236_PROJECTION: FLUSH
 LG1236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1236+STABILITY: SURFACE MOTION
 LG1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1236+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 LG1236
 LG1236  HISTORY     - Date     Condition        Report By
 LG1236  HISTORY     - 1988     MONUMENTED       NGS
 LG1236  HISTORY     - 19890410 GOOD             NGS
 LG1236  HISTORY     - 19900823 GOOD             NGS
 LG1236  HISTORY     - 19950515 GOOD             NGS
 LG1236  HISTORY     - 19970609 GOOD             NGS
 LG1236  HISTORY     - 20070616 GOOD             INDIV
 LG1236
 LG1236                          STATION DESCRIPTION
 LG1236
 LG1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1236'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHEAST FROM
 LG1236'GENEVA, 5.3 KM (3.30 MI) SOUTH-SOUTHEAST FROM FAIRMONT, 5.5 KM
 LG1236'(3.40 MI) SOUTH FROM U.S. HIGHWAY 6, 2.25 KM (1.40 MI) EAST FROM U.S.
 LG1236'HIGHWAY 81 AND ON THE FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF
 LG1236'NEBRASKA, CARL RIENSTRA, SUPERVISOR STATE OWNED AIRFIELDS, P.O. BOX
 LG1236'82088, LINCOLN, NE 68501.  THE AIRPORT MANAGER IS TIM KRIENERT,
 LG1236'TELEPHONE 402-471-2371.
 LG1236'TO REACH THE STATION FROM THE POST OFFICE IN FAIRMONT, GO NORTH ON
 LG1236'FAIRMONT AVENUE FOR 0.08 KM (0.05 MI) TO U.S. HIGHWAY 6.  TURN RIGHT
 LG1236'AND GO EAST ON THE HIGHWAY FOR 2.25 KM (1.40 MI) TO A GRADED
 LG1236'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 5.47 KM
 LG1236'(3.40 MI) TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 LG1236'THE GRADED ROAD FOR 0.72 KM (0.45 MI) TO THE EAST EDGE OF A CONCRETE
 LG1236'APRON AT THE FAIRMONT STATE AIRFIELD.  TURN LEFT AND GO SOUTH ON THE
 LG1236'APRON FOR 0.08 KM (0.05 MI) TO A GATE ON THE RIGHT.  TURN RIGHT,
 LG1236'PASSING THROUGH THE GATE, AND GO WEST ON A TAXIWAY FOR 0.32 KM
 LG1236'(0.20 MI) TO RUNWAY 17-35 AND THE STATION ON THE LEFT, IN THE
 LG1236'SOUTHEAST CORNER OF THE INTERSECTION.
 LG1236'THE STATION MARK IS SET 27.3 M (89.6 FT) EAST OF THE CENTERLINE OF
 LG1236'RUNWAY 17-35, 12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY,
 LG1236'18.6 M (61.0 FT) WEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD FOR A
 LG1236'TAXIWAY SIGN, 12.7 M (41.7 FT) NORTHEAST OF THE EAST ONE OF A PAIR OF
 LG1236'BLUE TAXIWAY LIGHTS AND 5.2 M (17.1 FT) SOUTHEAST OF A BLUE TAWIWAY
 LG1236'LIGHT AT THE SOUTHEAST ANGLE OF THE JUNCTION.
 LG1236'DESCRIBED BY G.F. SMITH.
 LG1236
 LG1236                          STATION RECOVERY (1990)
 LG1236
 LG1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1236'THE STATION IS LOCATED AT FAIRMONT STATE AIRFIELD APPROXIMATELY 2800
 LG1236'FT (853.4 M) NORTH OF THE RUNWAY END 35.  THE STATION IS 89.0 FT (27.1
 LG1236'M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 14.8 FT (4.5 M) EAST OF THE
 LG1236'EAST CONCRETE EDGE, 41.7 FT (12.7 M) NORTHEAST OF THE EASTERLY OF TWO
 LG1236'TAXIWAY LIGHTS, 26.7 FT (8.1 M) SOUTH OF THE SOUTH EDGE OF A EAST-WEST
 LG1236'TAXIWAY, 17.3 FT (5.3 M) SOUTHEAST OF A TAXIWAY LIGHT AT THE CORNER OF
 LG1236'THE INTERSECTION, AND 61.0 FT (18.6 M) WEST OF THE SOUTHWEST CORNER OF
 LG1236'A RUNWAY MARKER SIGN.  THE STATION IS A NGS AZIMUTH STATION DISK SET
 LG1236'WITH THE GROUND AND STAMPED STATE 2 1988.
 LG1236
 LG1236                          STATION RECOVERY (1995)
 LG1236
 LG1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1236'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) NORTH-NORTHEAST OF
 LG1236'GENEVA, 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF FAIRMONT AND AT THE
 LG1236'FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 LG1236'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN NE 68501.  AIRPORT
 LG1236'MANAGER, TIM KRIENERT, PHONE (402) 268-4521.  TO REACH THE STATION
 LG1236'FROM THE U.S. HIGHWAY 81 OVERPASS OVER U.S. HIGHWAY 6 ON THE WEST SIDE
 LG1236'OF FAIRMONT, GO EAST ON U.S. HIGHWAY 6 FOR 1.95 MI (3.14 KM) TO AN
 LG1236'INTERSECTION, TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 3.3 MI (5.3
 LG1236'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL ROAD
 LG1236'FOR 0.45 MI (0.72 KM) TO THE APRON EDGE, AIRPORT BEACON ON LEFT AND A
 LG1236'FENCE LINE AHEAD, TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF THE
 LG1236'APRON FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT, PASS
 LG1236'THROUGH GATE AND GO WEST ON THE APRON THEN THE CONNECTOR TAXIWAY FOR
 LG1236'0.2 MI (0.3 KM) TO RUNWAY 17/35 JUST AHEAD AND THE STATION ON THE
 LG1236'LEFT.  THE STATION IS 89.6 FT (27.3 M) EAST OF THE RUNWAY CENTER, 61.0
 LG1236'FT (18.6 M) WEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD FOR A
 LG1236'RUNWAY IDENTIFIER SIGN, 41.7 FT (12.7 M) SOUTH OF THE TAXIWAY CENTER,
 LG1236'41.7 FT (12.7 M) NORTHEAST OF THE EAST ONE OF A PAIR OF TAXIWAY
 LG1236'LIGHTS, 17.1 FT (5.2 M) SOUTHEAST OF A TAXIWAY LIGHT AT THE SOUTHEAST
 LG1236'ANGLE OF THE RUNWAY-TAXIWAY JUNCTION AND 3.0 FT (0.9 M) NORTHWEST OF A
 LG1236'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 LG1236
 LG1236                          STATION RECOVERY (1997)
 LG1236
 LG1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1236'RECOVERED AS DESCRIBED.
 LG1236
 LG1236                          STATION RECOVERY (2007)
 LG1236
 LG1236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LG1236'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1237 ***********************************************************************
 LG1237  DESIGNATION -  STATE 2 RM 3
 LG1237  PID         -  LG1237
 LG1237  STATE/COUNTY-  NE/FILLMORE
 LG1237  COUNTRY     -  US
 LG1237  USGS QUAD   -  GENEVA (2017)
 LG1237
 LG1237                         *CURRENT SURVEY CONTROL
 LG1237  ______________________________________________________________________
 LG1237* NAD 83(1995) POSITION- 40 35 31.13319(N) 097 34 01.53255(W)   ADJUSTED
 LG1237* NAVD 88 ORTHO HEIGHT -   499.    (meters)     1637.    (feet) SCALED
 LG1237  ______________________________________________________________________
 LG1237  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 LG1237  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG1237  HORZ ORDER      -  THIRD
 LG1237
 LG1237.This mark is at Fairmont State Airfield Airport (FMZ)
 LG1237
 LG1237.The horizontal coordinates were established by classical geodetic methods
 LG1237.and adjusted by the National Geodetic Survey in August 1997.
 LG1237
 LG1237.The orthometric height was scaled from a topographic map.
 LG1237
 LG1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1237.GEOID18 height accuracy estimate available here.
 LG1237
 LG1237.Click photographs - Photos may exist for this station.
 LG1237
 LG1237.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1237
 LG1237. The following values were computed from the NAD 83(1995) position.
 LG1237
 LG1237;                    North         East     Units Scale Factor Converg.
 LG1237;SPC NE       -    87,129.255   705,878.685   MT  0.99978470   +1 36 44.2
 LG1237;SPC NE       -   285,856.56  2,315,870.32   sFT  0.99978470   +1 36 44.2
 LG1237;UTM  14      - 4,494,451.386   621,251.766   MT  0.99978097   +0 55 56.9
 LG1237
 LG1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1237!SPC NE       -   0.99992598  x   0.99978470  =   0.99971070
 LG1237!UTM  14      -   0.99992598  x   0.99978097  =   0.99970697
 LG1237
 LG1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2125194451(NAD 83)
 LG1237
 LG1237                          SUPERSEDED SURVEY CONTROL
 LG1237
 LG1237  NAD 83(1986)-  40 35 31.13837(N)    097 34 01.53406(W) AD(       ) 3
 LG1237  NAD 83(1986)-  40 35 31.13785(N)    097 34 01.55034(W) AD(       ) 3
 LG1237
 LG1237.Superseded values are not recommended for survey control.
 LG1237
 LG1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1237.See file dsdata.pdf to determine how the superseded data were derived.
 LG1237
 LG1237_MARKER: DR = REFERENCE MARK DISK
 LG1237_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG1237_SP_SET: 5 BY 6 FT STORM DRAIN
 LG1237_STAMPING: STATE 2 NO 3 1988
 LG1237_MARK LOGO: NGS
 LG1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1237+STABILITY: SURFACE MOTION
 LG1237
 LG1237  HISTORY     - Date     Condition        Report By
 LG1237  HISTORY     - 1988     MONUMENTED       NGS
 LG1237
 LG1237                          STATION DESCRIPTION
 LG1237
 LG1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 LG1237'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NNE FROM GENEVA, 5.3 KM
 LG1237'(3.30 MI) SSE FROM FAIRMONT AND AT THE FAIRMONT STATE AIRFIELD, 5.365
 LG1237'M (17.6 FT) EAST  FROM TRIANGULATION STATION STATE 2 AND 11.636 M
 LG1237'(38.2 FT) NE FROM STATE RM 2 AND DRILLED INTO A HOLE IN THE NORTHEAST
 LG1237'CORNER OF THE STORM DRAIN. OWNERSHIP IS THE NEBRASKA DEPARTMENT OF
 LG1237'AERONAUTICS, TELEPHONE AREA CODE 402 471 2371.
 LG1237'DESCRIBED BY J.A. ODUM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0394 ***********************************************************************
 LG0394  DESIGNATION -  STATE HIGHWAY MONUMENT
 LG0394  PID         -  LG0394
 LG0394  STATE/COUNTY-  NE/LANCASTER
 LG0394  COUNTRY     -  US
 LG0394  USGS QUAD   -  EMERALD (2017)
 LG0394
 LG0394                         *CURRENT SURVEY CONTROL
 LG0394  ______________________________________________________________________
 LG0394* NAD 83(1986) POSITION- 40 48 49.     (N) 096 47 17.     (W)   SCALED
 LG0394* NAVD 88 ORTHO HEIGHT -   364.648 (meters)     1196.35  (feet) ADJUSTED
 LG0394  ______________________________________________________________________
 LG0394  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 LG0394  DYNAMIC HEIGHT  -        364.479 (meters)     1195.79  (feet) COMP
 LG0394  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LG0394
 LG0394  VERT ORDER      -  SECOND    CLASS 0
 LG0394
 LG0394.The horizontal coordinates were scaled from a map and have
 LG0394.an estimated accuracy of +/- 6 seconds.
 LG0394
 LG0394.The orthometric height was determined by differential leveling and
 LG0394.adjusted by the NATIONAL GEODETIC SURVEY
 LG0394.in June 1991.
 LG0394
 LG0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0394.GEOID18 height accuracy estimate available here.
 LG0394
 LG0394.Click photographs - Photos may exist for this station.
 LG0394
 LG0394.The dynamic height is computed by dividing the NAVD 88
 LG0394.geopotential number by the normal gravity value computed on the
 LG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0394.degrees latitude (g = 980.6199 gals.).
 LG0394
 LG0394.The modeled gravity was interpolated from observed gravity values.
 LG0394
 LG0394;                    North         East    Units  Estimated Accuracy
 LG0394;SPC NE       -   113,870.      770,860.      MT  (+/- 180 meters Scaled)
 LG0394
 LG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865204(NAD 83)
 LG0394
 LG0394                          SUPERSEDED SURVEY CONTROL
 LG0394
 LG0394  NGVD 29 (??/??/92)  364.510  (m)         1195.90   (f) ADJ UNCH    2 0
 LG0394
 LG0394.Superseded values are not recommended for survey control.
 LG0394
 LG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0394.See file dsdata.pdf to determine how the superseded data were derived.
 LG0394
 LG0394_MARKER: U = CONCRETE POST
 LG0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0394+STABILITY: SURFACE MOTION
 LG0394
 LG0394  HISTORY     - Date     Condition        Report By
 LG0394  HISTORY     - UNK      MONUMENTED       NEDR
 LG0394  HISTORY     - 1959     GOOD             CGS
 LG0394  HISTORY     - 1961     GOOD             CGS
 LG0394  HISTORY     - 1990     GOOD             USPSQD
 LG0394
 LG0394                          STATION DESCRIPTION
 LG0394
 LG0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0394'4 MI W FROM LINCOLN.
 LG0394'MARK IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 6 AND AIR BASE
 LG0394'ROAD WEST OF LINCOLN.  FROM THE INTERSECTION OF 9TH. ST. AND U.S.
 LG0394'HIGHWAY 6 CITY ROUTE (0 ST.) IN DOWNTOWN LINCOLN, PROCEED WEST ON
 LG0394'HIGHWAY 6 FOR 4.05 MILES TO THE INTERSECTION OF THE HIGHWAY AND
 LG0394'AIR BASE ROAD (BAKER AVE.).  MARK IS IN THE INSIDE LANE OF THE
 LG0394'WESTBOUND PORTION OF THE HIGHWAY, 4 FT. NORTH OF THE WEST END OF THE
 LG0394'DIVIDER STRIP, 2 IN. BELOW THE SURFACE OF THE PAVEMENT UNDER A
 LG0394'METAL LID WITH MONUMENT COVER FORGED IN THE TOP.  MARK IS A
 LG0394'1 1/2 IN. BRONZE SHAFT SET IN A CONCRETE POST.
 LG0394
 LG0394                          STATION RECOVERY (1961)
 LG0394
 LG0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0394'RECOVERED IN GOOD CONDITION.
 LG0394
 LG0394                          STATION RECOVERY (1990)
 LG0394
 LG0394'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1246 ***********************************************************************
 LG1246  DESIGNATION -  STATE RM 2
 LG1246  PID         -  LG1246
 LG1246  STATE/COUNTY-  NE/FILLMORE
 LG1246  COUNTRY     -  US
 LG1246  USGS QUAD   -  GENEVA (2017)
 LG1246
 LG1246                         *CURRENT SURVEY CONTROL
 LG1246  ______________________________________________________________________
 LG1246* NAD 83(2011) POSITION- 40 35 30.79129(N) 097 34 01.74771(W)   ADJUSTED
 LG1246* NAD 83(2011) ELLIP HT-   471.917 (meters)        (06/27/12)   ADJUSTED
 LG1246* NAD 83(2011) EPOCH   -  2010.00
 LG1246* NAVD 88 ORTHO HEIGHT -   498.5   (meters)     1635.    (feet) GPS OBS
 LG1246  ______________________________________________________________________
 LG1246  NAVD 88 orthometric height was determined with an earlier geoid model
 LG1246  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 LG1246  NAD 83(2011) X  -   -638,761.110 (meters)                     COMP
 LG1246  NAD 83(2011) Y  - -4,808,317.993 (meters)                     COMP
 LG1246  NAD 83(2011) Z  -  4,128,420.470 (meters)                     COMP
 LG1246  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG1246
 LG1246  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1246  Standards:
 LG1246         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1246            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1246  -------------------------------------------------------------------
 LG1246  NETWORK    2.02   2.57           0.88   0.77   1.31     -0.01606459
 LG1246  -------------------------------------------------------------------
 LG1246  Click here for local accuracies and other accuracy information.
 LG1246
 LG1246.This mark is at Fairmont State Airfield Airport (FMZ)
 LG1246
 LG1246.The horizontal coordinates were established by GPS observations
 LG1246.and adjusted by the National Geodetic Survey in June 2012.
 LG1246
 LG1246.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1246.been affixed to the stable North American tectonic plate. See 
 LG1246.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1246
 LG1246.The horizontal coordinates are valid at the epoch date displayed above
 LG1246.which is a decimal equivalence of Year/Month/Day.
 LG1246
 LG1246.The orthometric height was determined by GPS observations and a
 LG1246.high-resolution geoid model.
 LG1246
 LG1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1246.GEOID18 height accuracy estimate available here.
 LG1246
 LG1246.Click photographs - Photos may exist for this station.
 LG1246
 LG1246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1246
 LG1246.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1246
 LG1246.The ellipsoidal height was determined by GPS observations
 LG1246.and is referenced to NAD 83.
 LG1246
 LG1246. The following values were computed from the NAD 83(2011) position.
 LG1246
 LG1246;                    North         East     Units Scale Factor Converg.
 LG1246;SPC NE       -    87,118.573   705,873.925   MT  0.99978472   +1 36 44.1
 LG1246;SPC NE       -   285,821.52  2,315,854.70   sFT  0.99978472   +1 36 44.1
 LG1246;UTM  14      - 4,494,440.761   621,246.880   MT  0.99978095   +0 55 56.7
 LG1246
 LG1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1246!SPC NE       -   0.99992598  x   0.99978472  =   0.99971071
 LG1246!UTM  14      -   0.99992598  x   0.99978095  =   0.99970694
 LG1246
 LG1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2124694440(NAD 83)
 LG1246
 LG1246                          SUPERSEDED SURVEY CONTROL
 LG1246
 LG1246  NAD 83(2007)-  40 35 30.79124(N)    097 34 01.74838(W) AD(2002.00) 0
 LG1246  ELLIP H (02/10/07)  471.939  (m)                       GP(2002.00)    
 LG1246  ELLIP H (12/18/01)  471.920  (m)                       GP(       ) 5 1
 LG1246  NAD 83(1995)-  40 35 30.79100(N)    097 34 01.74771(W) AD(       ) 3
 LG1246  ELLIP H (08/21/98)  471.981  (m)                       GP(       ) 5 1
 LG1246  NAD 83(1995)-  40 35 30.79399(N)    097 34 01.74750(W) AD(       ) 3
 LG1246  NAD 83(1986)-  40 35 30.79895(N)    097 34 01.74967(W) AD(       ) 3
 LG1246  NAD 83(1986)-  40 35 30.79897(N)    097 34 01.75034(W) AD(       ) 3
 LG1246
 LG1246.Superseded values are not recommended for survey control.
 LG1246
 LG1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1246.See file dsdata.pdf to determine how the superseded data were derived.
 LG1246
 LG1246_MARKER: DR = REFERENCE MARK DISK
 LG1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1246_STAMPING: STATE NO 2 1950
 LG1246_MARK LOGO: CGS
 LG1246_PROJECTION: FLUSH
 LG1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1246+STABILITY: SURFACE MOTION
 LG1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1246+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2021
 LG1246
 LG1246  HISTORY     - Date     Condition        Report By
 LG1246  HISTORY     - 1950     MONUMENTED       CGS
 LG1246  HISTORY     - 19970610 GOOD             NGS
 LG1246  HISTORY     - 20040531 GOOD             USPSQD
 LG1246  HISTORY     - 20211101 GOOD             NEGS
 LG1246
 LG1246                          STATION DESCRIPTION
 LG1246
 LG1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG1246'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NNE FROM GENEVA, 5.3 KM
 LG1246'(3.30 MI) SSE FROM FAIRMONT AND AT THE FAIRMONT STATE AIRFIELD, 9.983
 LG1246'M (32.8 FT) SOUTH FROM TRIANGULATION STATION STATE 2 AND 11.636 M
 LG1246'(38.2 FT) SW FROM STATE 2 RM 3.  OWNERSHIP IS THE NEBRASKA DEPARTMENT
 LG1246'OF AERONAUTICS, TELEPHONE AREA CODE 402 471 2371.
 LG1246'DESCRIBED BY J.A. ODUM.
 LG1246
 LG1246                          STATION RECOVERY (1997)
 LG1246
 LG1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1246'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) NORTH NORTHEAST OF
 LG1246'GENEVA, 3.3 MI (5.3 KM) SOUTH SOUTHEAST OF FAIRMONT AND AT THE
 LG1246'FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 LG1246'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501.  AIRPORT
 LG1246'MANAGER, TIM KRIENERT, PHONE (402) 268-4521.  TO REACH THE STATION
 LG1246'FROM THE U.S.  HIGHWAY 81 OVERPASS OVER U.S.  HIGHWAY 6 ON THE WEST
 LG1246'SIDE OF FAIRMONT, GO EAST ON U.S.  HIGHWAY 6 FOR 1.95 MI (3.14 KM) TO
 LG1246'A INTERSECTION, TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 3.3 MI
 LG1246'(5.3 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL
 LG1246'ROAD FOR 0.45 MI (0.72 KM) TO THE APRON EDGE, AIRPORT BEACON ON LEFT
 LG1246'AND A FENCELINE AHEAD, TURN RIGHT AND GO NORTH ALONG THE EAST EDGE OF
 LG1246'THE APRON FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 LG1246'STATION IS 293.4 FT (89.4 M) NORTH OF THE GRAVEL ROAD CENTER, 32.7 FT
 LG1246'(10.0 M) SOUTH OF --STATE AZ MK--, 3.0 FT (0.9 M) SOUTH OF A METAL
 LG1246'WITNESS POST AND 1.0 FT (0.3 M) EAST FROM THE EAST EDGE OF THE
 LG1246'CONCRETE APRON.
 LG1246
 LG1246                          STATION RECOVERY (2004)
 LG1246
 LG1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1246'RECOVERED IN GOOD CONDITION.
 LG1246
 LG1246                          STATION RECOVERY (2021)
 LG1246
 LG1246'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 LG1246'TO REACH FROM THE U.S. HIGHWAY 81 OVERPASS OVER U.S. HIGHWAY 6 ON THE
 LG1246'WEST SIDE OF FAIRMONT, NE., GO EAST ON U.S. HIGHWAY 6 FOR 1.95 MI
 LG1246'(3.14 KM) TO THE INTERSECTION OF U.S. HIGHWAY 6 AND COUNTY ROAD 15.
 LG1246'TURN RIGHT AND GO SOUTH ON COUNTY ROAD 15 FOR APPROXIMATELY 3.3 MI
 LG1246'(5.3 KM) TO A T INTERSECTION.  TURN RIGHT AND GO WEST ON THE GRAVEL
 LG1246'ROAD FOR 0.45 MI (0.72 KM) TO THE EAST EDGE OF THE RAMP.  TURN RIGHT
 LG1246'AND GO NORTH ALONG THE EAST EDGE OF THE RAMP APPROXIMATELY 295' TO THE
 LG1246'MARK ON THE RIGHT.
 LG1246'
 LG1246'IT IS 32.8 FT (10.0 M) SOUTH OF TRIANGULATION STATION STATE 2, 1.5 FT
 LG1246'(0.5 M) NORTH OF BOTTOM STEEL WITNESS POST, 1.0 FT (0.3 M) EAST OF
 LG1246'EAST EDGE OF CONCRETE RAMP AND 293.5 FT (89.5 M) NORTH OF THE
 LG1246'CENTERLINE OF GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1662 ***********************************************************************
 MK1662  DESIGNATION -  STATION 136
 MK1662  PID         -  MK1662
 MK1662  STATE/COUNTY-  NE/BOONE
 MK1662  COUNTRY     -  US
 MK1662  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1662
 MK1662                         *CURRENT SURVEY CONTROL
 MK1662  ______________________________________________________________________
 MK1662* NAD 83(1986) POSITION- 41 34 05.     (N) 097 57 51.     (W)   SCALED
 MK1662* NAVD 88 ORTHO HEIGHT -   558.933 (meters)     1833.77  (feet) ADJUSTED
 MK1662  ______________________________________________________________________
 MK1662  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 MK1662  DYNAMIC HEIGHT  -        558.680 (meters)     1832.94  (feet) COMP
 MK1662  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 MK1662
 MK1662  VERT ORDER      -  SECOND    CLASS 0
 MK1662
 MK1662.The horizontal coordinates were scaled from a map and have
 MK1662.an estimated accuracy of +/- 6 seconds.
 MK1662
 MK1662.The orthometric height was determined by differential leveling and
 MK1662.adjusted by the NATIONAL GEODETIC SURVEY
 MK1662.in June 1991.
 MK1662
 MK1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1662.GEOID18 height accuracy estimate available here.
 MK1662
 MK1662.Click photographs - Photos may exist for this station.
 MK1662
 MK1662.The dynamic height is computed by dividing the NAVD 88
 MK1662.geopotential number by the normal gravity value computed on the
 MK1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1662.degrees latitude (g = 980.6199 gals.).
 MK1662
 MK1662.The modeled gravity was interpolated from observed gravity values.
 MK1662
 MK1662;                    North         East    Units  Estimated Accuracy
 MK1662;SPC NE       -   194,600.      669,730.      MT  (+/- 180 meters Scaled)
 MK1662
 MK1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM863023(NAD 83)
 MK1662
 MK1662                          SUPERSEDED SURVEY CONTROL
 MK1662
 MK1662  NGVD 29 (??/??/92)  558.72   (m)         1833.1    (f) COMPUTED    2 0
 MK1662
 MK1662.Superseded values are not recommended for survey control.
 MK1662
 MK1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1662.See file dsdata.pdf to determine how the superseded data were derived.
 MK1662
 MK1662_MARKER: DD = SURVEY DISK
 MK1662_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1662_STAMPING: STA 136
 MK1662_MARK LOGO: CGS+SS
 MK1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1662
 MK1662  HISTORY     - Date     Condition        Report By
 MK1662  HISTORY     - 1934     MONUMENTED       NEGS
 MK1662  HISTORY     - 1935     GOOD             CGS
 MK1662
 MK1662                          STATION DESCRIPTION
 MK1662
 MK1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1662'5.2 MI W FROM ST EDWARDS.
 MK1662'ALONG STATE HIGHWAY NO. 56 BETWEEN ST. EDWARDS AND CEDAR RAPIDS,
 MK1662'0.3 MILES WEST OF SCHOOL HOUSE, 55.7 FEET SOUTHEAST OF ROAD
 MK1662'INTERSECTION, 46.3 FEET EAST OF THE CENTER LINE OF COUNTY ROAD,
 MK1662'37.4 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 3.6 FEET
 MK1662'SOUTHEAST OF A CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1240 ***********************************************************************
 MK1240  DESIGNATION -  STATION 64
 MK1240  PID         -  MK1240
 MK1240  STATE/COUNTY-  NE/PLATTE
 MK1240  COUNTRY     -  US
 MK1240  USGS QUAD   -  DUNCAN (2017)
 MK1240
 MK1240                         *CURRENT SURVEY CONTROL
 MK1240  ______________________________________________________________________
 MK1240* NAD 83(1986) POSITION- 41 28 03.     (N) 097 29 01.     (W)   SCALED
 MK1240* NAVD 88 ORTHO HEIGHT -   452.839 (meters)     1485.69  (feet) ADJUSTED
 MK1240  ______________________________________________________________________
 MK1240  GEOID HEIGHT    -        -25.214 (meters)                     GEOID18
 MK1240  DYNAMIC HEIGHT  -        452.641 (meters)     1485.04  (feet) COMP
 MK1240  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 MK1240
 MK1240  VERT ORDER      -  SECOND    CLASS 0
 MK1240
 MK1240.The horizontal coordinates were scaled from a map and have
 MK1240.an estimated accuracy of +/- 6 seconds.
 MK1240
 MK1240.The orthometric height was determined by differential leveling and
 MK1240.adjusted by the NATIONAL GEODETIC SURVEY
 MK1240.in June 1991.
 MK1240
 MK1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1240.GEOID18 height accuracy estimate available here.
 MK1240
 MK1240.Click photographs - Photos may exist for this station.
 MK1240
 MK1240.The dynamic height is computed by dividing the NAVD 88
 MK1240.geopotential number by the normal gravity value computed on the
 MK1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1240.degrees latitude (g = 980.6199 gals.).
 MK1240
 MK1240.The modeled gravity was interpolated from observed gravity values.
 MK1240
 MK1240;                    North         East    Units  Estimated Accuracy
 MK1240;SPC NE       -   184,490.      710,110.      MT  (+/- 180 meters Scaled)
 MK1240
 MK1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL266917(NAD 83)
 MK1240
 MK1240                          SUPERSEDED SURVEY CONTROL
 MK1240
 MK1240  NGVD 29 (??/??/92)  452.658  (m)         1485.10   (f) ADJ UNCH    2 0
 MK1240
 MK1240.Superseded values are not recommended for survey control.
 MK1240
 MK1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1240.See file dsdata.pdf to determine how the superseded data were derived.
 MK1240
 MK1240_MARKER: DD = SURVEY DISK
 MK1240_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1240_STAMPING: STATION 64
 MK1240_MARK LOGO: CGS+SS
 MK1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1240
 MK1240  HISTORY     - Date     Condition        Report By
 MK1240  HISTORY     - 1934     MONUMENTED       NEGS
 MK1240  HISTORY     - 1935     GOOD             CGS
 MK1240  HISTORY     - 20201028 MARK NOT FOUND   NEGS
 MK1240
 MK1240                          STATION DESCRIPTION
 MK1240
 MK1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1240'1.9 MI E FROM OCONEE.
 MK1240'ALONG THE UNION PACIFIC RAILWAY BETWEEN COLUMBUS AND HUMPHREY,
 MK1240'0.25 MILES SOUTH OF HIGHWAY NO. 22, 61.2 FEET NORTHEAST OF
 MK1240'RAILROAD CROSSING, 30.0 FEET NORTH OF THE NORTH RAIL.
 MK1240'NOTE-- GEODITIC SURVEY AND STATE SURVEY.
 MK1240
 MK1240                          STATION RECOVERY (2020)
 MK1240
 MK1240'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1240'SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB7845 ***********************************************************************
 AB7845  DESIGNATION -  STATION A AP
 AB7845  PID         -  AB7845
 AB7845  STATE/COUNTY-  NE/SCOTTS BLUFF
 AB7845  COUNTRY     -  US
 AB7845  USGS QUAD   -  MINATARE (2017)
 AB7845
 AB7845                         *CURRENT SURVEY CONTROL
 AB7845  ______________________________________________________________________
 AB7845* NAD 83(2011) POSITION- 41 51 58.96334(N) 103 34 59.67719(W)   ADJUSTED
 AB7845* NAD 83(2011) ELLIP HT-  1182.418 (meters)        (06/27/12)   ADJUSTED
 AB7845* NAD 83(2011) EPOCH   -  2010.00
 AB7845* NAVD 88 ORTHO HEIGHT -  1201.5   (meters)     3942.    (feet) GPS OBS
 AB7845  ______________________________________________________________________
 AB7845  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB7845  GEOID HEIGHT    -        -18.955 (meters)                     GEOID96
 AB7845  GEOID HEIGHT    -        -19.077 (meters)                     GEOID18
 AB7845  NAD 83(2011) X  - -1,117,406.116 (meters)                     COMP
 AB7845  NAD 83(2011) Y  - -4,624,720.709 (meters)                     COMP
 AB7845  NAD 83(2011) Z  -  4,235,351.961 (meters)                     COMP
 AB7845  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 AB7845
 AB7845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB7845  Standards:
 AB7845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB7845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB7845  -------------------------------------------------------------------
 AB7845  NETWORK    0.69   1.63           0.32   0.22   0.83     -0.09075176
 AB7845  -------------------------------------------------------------------
 AB7845  Click here for local accuracies and other accuracy information.
 AB7845
 AB7845.This mark is at William B Heilig Fld Airport (BFF)
 AB7845
 AB7845.The horizontal coordinates were established by GPS observations
 AB7845.and adjusted by the National Geodetic Survey in June 2012.
 AB7845
 AB7845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB7845.been affixed to the stable North American tectonic plate. See 
 AB7845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB7845
 AB7845.The horizontal coordinates are valid at the epoch date displayed above
 AB7845.which is a decimal equivalence of Year/Month/Day.
 AB7845
 AB7845.The orthometric height was determined by GPS observations and a
 AB7845.high-resolution geoid model.
 AB7845
 AB7845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7845.GEOID18 height accuracy estimate available here.
 AB7845
 AB7845.Click photographs - Photos may exist for this station.
 AB7845
 AB7845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7845
 AB7845.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB7845
 AB7845.The ellipsoidal height was determined by GPS observations
 AB7845.and is referenced to NAD 83.
 AB7845
 AB7845. The following values were computed from the NAD 83(2011) position.
 AB7845
 AB7845;                    North         East     Units Scale Factor Converg.
 AB7845;SPC NE       -   231,882.980   202,686.084   MT  0.99967835   -2 22 28.6
 AB7845;SPC NE       -   760,769.41    664,979.26   sFT  0.99967835   -2 22 28.6
 AB7845;UTM  13      - 4,635,910.870   617,578.869   MT  0.99977012   +0 56 44.3
 AB7845
 AB7845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7845!SPC NE       -   0.99981458  x   0.99967835  =   0.99949299
 AB7845!UTM  13      -   0.99981458  x   0.99977012  =   0.99958474
 AB7845
 AB7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1757835910(NAD 83)
 AB7845
 AB7845                          SUPERSEDED SURVEY CONTROL
 AB7845
 AB7845  NAD 83(2007)-  41 51 58.96312(N)    103 34 59.67817(W) AD(2002.00) 0
 AB7845  ELLIP H (02/10/07) 1182.446  (m)                       GP(2002.00)    
 AB7845  ELLIP H (12/13/01) 1182.432  (m)                       GP(       ) 4 2
 AB7845  NAD 83(1995)-  41 51 58.96243(N)    103 34 59.67808(W) AD(       ) 1
 AB7845  ELLIP H (08/21/98) 1182.483  (m)                       GP(       ) 4 2
 AB7845
 AB7845.Superseded values are not recommended for survey control.
 AB7845
 AB7845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7845.See file dsdata.pdf to determine how the superseded data were derived.
 AB7845
 AB7845_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7845_STAMPING: AP STA A 1962
 AB7845_MARK LOGO: CGS
 AB7845_PROJECTION: FLUSH
 AB7845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7845+STABILITY: SURFACE MOTION
 AB7845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7845+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2008
 AB7845
 AB7845  HISTORY     - Date     Condition        Report By
 AB7845  HISTORY     - 1962     MONUMENTED       CGS
 AB7845  HISTORY     - 19910615 GOOD             NGS
 AB7845  HISTORY     - 19970724 GOOD             NGS
 AB7845  HISTORY     - 20081209 GOOD             INDIV
 AB7845
 AB7845                          STATION DESCRIPTION
 AB7845
 AB7845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB7845'STATION IS LOCATED AT THE SCOTTS BLUFF COUNTY AIRPORT NEAR RUNWAY END
 AB7845'30.  IT IS 199.1 FT (60.7 M) EAST OF THE FIRST RUNWAY LIGHT NORTHWEST
 AB7845'OF THE RUNWAY END ON THE NORTHEAST SIDE OF THE RUNWAY, 168.5 FT (51.4
 AB7845'M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 84.1 FT (25.6 M)
 AB7845'NORTHEAST OF THE NORTHEAST THRESHOLD LIGHT.  STATION IS A STANDARD
 AB7845'TOPOGRAPHICAL DISK STAMPED STATION A AP 1962 SET IN A CONCRETE POST
 AB7845'WHICH IS 0.2 FOOT (6.1 CM) BELOW THE SURFACE.
 AB7845
 AB7845                          STATION RECOVERY (1997)
 AB7845
 AB7845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB7845'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 AB7845'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 AB7845'COUNTY/WILLIAM B.  HEILIG FIELD AND ALONG THE NORTHEAST EDGE AND NEAR
 AB7845'THE SOUTHEAST END OF RUNWAY 12-30.  OWNERSHIP--SCOTTS BLUFF COUNTY,
 AB7845'BOX 690, GERING, NE 69341.  AIRPORT MANAGER IS RICK METER, PHONE (308)
 AB7845'436-6700 OR FRANK MAGNETICO, (308) 635-4362 (PAGER) .  TO REACH THE
 AB7845'STATION FROM THE JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 71 NORTH AND
 AB7845'STATE HIGHWAY 71 BUSINESS ROUTE SOUTH (AVENUE I) ON THE NORTH SIDE OF
 AB7845'SCOTTSBLUFF, GO EASTERLY ON US HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO A
 AB7845'INTERSECTION AND A GRAIN ELEVATOR RIGHT, TURN LEFT AND GO EAST ON
 AB7845'HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO A INTERSECTION, TURN LEFT AND GO
 AB7845'NORTH ON COUNTY ROAD 25 FOR 0.7 MI (1.1 KM) TO TO A ROAD RIGHT, TURN
 AB7845'RIGHT AND GO EAST ON ROBERTSON ROAD FOR 0.15 MI (0.24 KM) TO A GATE
 AB7845'LEFT, PASS THROUGH GATE AND GO NORTH NORTHEAST ACROSS THE APRON FOR
 AB7845'0.1 MI (0.2 KM) TO A PARALLEL TAXIWAY (B) , BEAR RIGHT AND GO
 AB7845'SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.6 MI (1.0 KM) TO A TAXIWAY
 AB7845'LEFT TO RUNWAY END 30, TURN LEFT AND GO NORTHEAST ON THE TAXIWAY AND
 AB7845'ACROSS THE RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION IN LINE WITH THE
 AB7845'END OF THE RUNWAY.  THE STATION IS 199.1 FT (60.7 M) EAST OF THE FIRST
 AB7845'RUNWAY LIGHT NORTHWEST FROM THE RUNWAY END, 168.5 FT (51.4 M)
 AB7845'NORTHEAST OF AND IN LINE WITH THE CENTERLINE END OF THE RUNWAY, 84.1
 AB7845'FT (25.6 M) NORTHEAST OF THE NORTHEAST MOST THRESHOLD LIGHT, AND THE
 AB7845'MONUMENT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND
 AB7845'SURFACE.  NOTE--THIS STATION IS A SACS.
 AB7845
 AB7845                          STATION RECOVERY (2008)
 AB7845
 AB7845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TDW)
 AB7845'RECOVERD AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1238 ***********************************************************************
 LG1238  CBN         -  This is a Cooperative Base Network Control Station.
 LG1238  PACS        -  This is a Primary Airport Control Station.
 LG1238  DESIGNATION -  STEELE BARBER
 LG1238  PID         -  LG1238
 LG1238  STATE/COUNTY-  NE/SALINE
 LG1238  COUNTRY     -  US
 LG1238  USGS QUAD   -  CRETE SOUTH (2017)
 LG1238
 LG1238                         *CURRENT SURVEY CONTROL
 LG1238  ______________________________________________________________________
 LG1238* NAD 83(2011) POSITION- 40 37 15.56763(N) 096 55 28.43964(W)   ADJUSTED
 LG1238* NAD 83(2011) ELLIP HT-   429.838 (meters)        (06/27/12)   ADJUSTED
 LG1238* NAD 83(2011) EPOCH   -  2010.00
 LG1238* NAVD 88 ORTHO HEIGHT -   456.214 (meters)     1496.76  (feet) ADJUSTED
 LG1238  ______________________________________________________________________
 LG1238  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 LG1238  NAD 83(2011) X  -   -584,538.179 (meters)                     COMP
 LG1238  NAD 83(2011) Y  - -4,813,059.239 (meters)                     COMP
 LG1238  NAD 83(2011) Z  -  4,130,846.948 (meters)                     COMP
 LG1238  LAPLACE CORR    -          7.13  (seconds)                    DEFLEC18
 LG1238  DYNAMIC HEIGHT  -        455.986 (meters)     1496.01  (feet) COMP
 LG1238  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 LG1238
 LG1238  VERT ORDER      -  FIRST     CLASS II
 LG1238
 LG1238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1238  Standards:
 LG1238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1238  -------------------------------------------------------------------
 LG1238  NETWORK    0.33   0.57           0.15   0.11   0.29      0.00543074
 LG1238  -------------------------------------------------------------------
 LG1238  Click here for local accuracies and other accuracy information.
 LG1238
 LG1238.This mark is at Crete Municipal Airport (CEK)
 LG1238
 LG1238.The horizontal coordinates were established by GPS observations
 LG1238.and adjusted by the National Geodetic Survey in June 2012.
 LG1238
 LG1238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1238.been affixed to the stable North American tectonic plate. See 
 LG1238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1238
 LG1238.The horizontal coordinates are valid at the epoch date displayed above
 LG1238.which is a decimal equivalence of Year/Month/Day.
 LG1238
 LG1238.The orthometric height was determined by differential leveling and
 LG1238.adjusted by the NATIONAL GEODETIC SURVEY
 LG1238.in May 1993.
 LG1238
 LG1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1238.GEOID18 height accuracy estimate available here.
 LG1238
 LG1238.Click photographs - Photos may exist for this station.
 LG1238
 LG1238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1238
 LG1238.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1238
 LG1238.The ellipsoidal height was determined by GPS observations
 LG1238.and is referenced to NAD 83.
 LG1238
 LG1238.The dynamic height is computed by dividing the NAVD 88
 LG1238.geopotential number by the normal gravity value computed on the
 LG1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1238.degrees latitude (g = 980.6199 gals.).
 LG1238
 LG1238.The modeled gravity was interpolated from observed gravity values.
 LG1238
 LG1238. The following values were computed from the NAD 83(2011) position.
 LG1238
 LG1238;                    North         East     Units Scale Factor Converg.
 LG1238;SPC NE       -    92,079.895   760,115.737   MT  0.99977684   +2 02 17.1
 LG1238;SPC NE       -   302,098.79  2,493,813.05   sFT  0.99977684   +2 02 17.1
 LG1238;UTM  14      - 4,498,755.347   675,549.068   MT  0.99997934   +1 21 05.6
 LG1238
 LG1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1238!SPC NE       -   0.99993258  x   0.99977684  =   0.99970943
 LG1238!UTM  14      -   0.99993258  x   0.99997934  =   0.99991192
 LG1238
 LG1238:                Primary Azimuth Mark                     Grid Az
 LG1238:SPC NE       -  CRETE AZ MK 2                            009 59 27.9
 LG1238:UTM  14      -  CRETE AZ MK 2                            010 40 39.4
 LG1238
 LG1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7554998755(NAD 83)
 LG1238
 LG1238|---------------------------------------------------------------------|
 LG1238| PID    Reference Object                     Distance      Geod. Az  |
 LG1238|                                                           dddmmss.s |
 LG1238| LG1207 CRETE AZ MK 2                       467.056 METERS 0120145.0 |
 LG1238|---------------------------------------------------------------------|
 LG1238
 LG1238                          SUPERSEDED SURVEY CONTROL
 LG1238
 LG1238  NAD 83(2007)-  40 37 15.56762(N)    096 55 28.44026(W) AD(2002.00) 0
 LG1238  ELLIP H (02/10/07)  429.856  (m)                       GP(2002.00)    
 LG1238  ELLIP H (03/30/05)  429.826  (m)                       GP(       ) 3 1
 LG1238  ELLIP H (07/10/01)  429.795  (m)                       GP(       ) 4 1
 LG1238  NAD 83(1992)-  40 37 15.56740(N)    096 55 28.43938(W) AD(       ) B
 LG1238  ELLIP H (11/28/94)  429.905  (m)                       GP(       ) 2 1
 LG1238  NAD 83(1986)-  40 37 15.57514(N)    096 55 28.43946(W) AD(       ) 1
 LG1238  NAVD 88             456.21   (m)         1496.7    (f) LEVELING    3  
 LG1238  NAVD 88             456.21   (m)         1496.7    (f) LEVELING    3  
 LG1238  NGVD 29 (02/23/90)  456.08   (m)  RAPSU86  model used  GPS OBS        
 LG1238
 LG1238.Superseded values are not recommended for survey control.
 LG1238
 LG1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1238.See file dsdata.pdf to determine how the superseded data were derived.
 LG1238
 LG1238_MARKER: I = METAL ROD
 LG1238_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1238_STAMPING: STEELE BARBER 1989
 LG1238_MARK LOGO: NGS
 LG1238_PROJECTION: FLUSH
 LG1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1238+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 LG1238_ROD/PIPE-DEPTH: 8.62 meters
 LG1238_SLEEVE-DEPTH  : 0.9 meters
 LG1238
 LG1238  HISTORY     - Date     Condition        Report By
 LG1238  HISTORY     - 1989     MONUMENTED       NGS
 LG1238  HISTORY     - 19900823 GOOD             NGS
 LG1238  HISTORY     - 19911009 GOOD             NGS
 LG1238  HISTORY     - 19931004 GOOD             NE-109
 LG1238  HISTORY     - 19950511 GOOD             NGS
 LG1238  HISTORY     - 19970710 GOOD             NGS
 LG1238  HISTORY     - 20000613 GOOD             NEDR
 LG1238  HISTORY     - 2002     GOOD             NEDR
 LG1238  HISTORY     - 20161001 GOOD             NEGS
 LG1238  HISTORY     - 20161015 GOOD             NEGS
 LG1238  HISTORY     - 20170105 GOOD             NEGS
 LG1238  HISTORY     - 20170426 GOOD             NEGS
 LG1238
 LG1238                          STATION DESCRIPTION
 LG1238
 LG1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1238'THE STATION IS LOCATED 3.2 KM (2.00 MI) EAST-SOUTHEAST OF CRETE, AT
 LG1238'THE CRETE MUNICIPAL AIRPORT.  OWNERSHIP--CRETE AIRPORT AUTHORITY, CITY
 LG1238'OF CRETE, CRETE, NE 68333.  THE AIRPORT IS MANAGED BY SUBURBAN AIR,
 LG1238'TELEPHONE 402-826-5156.
 LG1238'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CRETE, GO EAST ON
 LG1238'STATE HIGHWAYS 33 AND 103 FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH
 LG1238'EAST 13TH STREET.  CONTINUE EAST ON EAST 13TH STREET FOR 2.49 KM
 LG1238'(1.55 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LG1238'SOUTH ALONG THE ENTRANCE ROAD FOR 0.4 KM (0.25 MI) TO THE AIRPORT
 LG1238'OFFICE AND AN APRON.  BEAR LEFT AND GO NORTHEAST ON THE APRON THEN A
 LG1238'TAXIWAY FOR 0.3 KM (0.20 MI) TO THE JUNCTION WITH RUNWAY END 17.  TURN
 LG1238'RIGHT AND GO SOUTH ALONG THE EAST EDGE OF RUNWAY 17-35 FOR 0.24 KM
 LG1238'(0.15 MI) TO THE STATION ON THE EAST SIDE OF THE RUNWAY NEAR THE REAR
 LG1238'VASI FOR RUNWAY 17.
 LG1238'THE STATION MARK IS SET 25.0 M (82.0 FT) EAST OF THE RUNWAY CENTER,
 LG1238'1.6 M (5.2 FT) SOUTHWEST OF THE NORTHWEST LEG OF THE VASI, AND 1.5 M
 LG1238'(4.9 FT) NORTHWEST OF THE SOUTHWEST LEG OF THE VASI.
 LG1238'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 LG1238'DESCRIBED BY R.D.BALL.
 LG1238
 LG1238                          STATION RECOVERY (1990)
 LG1238
 LG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1238'THE STATION IS LOCATED AT CRETE MUNI AIRPORT APPROXIMATELY 1000 FT
 LG1238'(304.8 M) SOUTH OF THE RUNWAY END OF 17.  THE STATION IS 93.68 FT
 LG1238'(28.55 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT SOUTH OF THE END OF 17,
 LG1238'105.64 FT (32.20 M) NORTHEAST OF THE 6TH RUNWAY LIGHT, 81.88 FT (24.96
 LG1238'M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 44.92 FT (13.69 M) EAST OF
 LG1238'THE EAST EDGE OF THE RUNWAY, AND 5.46 FT (1.66 M) SOUTHWEST OF THE
 LG1238'NORTHWEST LEG OF THE SOUTH VASI SERVING END 17.  THE STATION IS A
 LG1238'STAINLESS STEEL ROD SET IN THE CENTER OF A NGS LOGO CAP STAMPED STEELE
 LG1238'BARBER 1989 AND IS 0.2 FOOT (6.1 CM) BENEATH GROUND.  NOTE, 1-METER
 LG1238'PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1238
 LG1238                          STATION RECOVERY (1991)
 LG1238
 LG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1238'2.9 KM (1.80 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1238'IN CRETE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG THE EAST EDGE OF A
 LG1238'RUNWAY AT AN AIRPORT, 300.0 M (984.2 FT) SOUTH OF THE NORTHEAST
 LG1238'CORNER OF THE RUNWAY, 25.0 M (82.0 FT) EAST OF THE CENTER OF THE
 LG1238'RUNWAY, AND 1.6 M (5.2 FT) SOUTHWEST OF THE NORTHWEST LEG OF THE 2ND
 LG1238'VASI LIGHT SOUTH OF THE NORTH END OF THE RUNWAY.  NOTE--ACCESS TO THE
 LG1238'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 LG1238'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1238
 LG1238                          STATION RECOVERY (1993)
 LG1238
 LG1238'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 LG1238'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 3.22 KM
 LG1238'(2.00 MI) EAST AND 0.40 KM (0.25 MI) SOUTH FROM CRETE, IN SECTION 36,
 LG1238'T8N, R4E OF THE SIXTH PRINCIPAL MERIDIAN, IN SALINE COUNTY, NEBRASKA
 LG1238'AND ON THE EAST SIDE OF RUNWAY 17/35 OF THE CRETE MUNICIPAL AIRPORT.
 LG1238'CONTACT THE SUBURBAN AIR CRETE MUNICIPAL AIRPORT OFFICE, TELEPHONE 402
 LG1238'826 5156, FOR PERMISSION TO VISIT THE STATION.
 LG1238'
 LG1238'THE MARK IS 24.99 M (81.99 FT) EAST FROM THE CENTERLINE OF THE RUNWAY
 LG1238'AND 1.58 M (5.18 FT) SOUTHWEST OF THE NORTHWEST LEG POST OF THE
 LG1238'SECOND-VASI-LIGHT SOUTH OF THE NORTH END OF THE RUNWAY.  ACCESS TO THE
 LG1238'DATUM POINT IS THROUGH A 5-INCH LOGO CAP THAT IS FLUSH WITH THE GROUND
 LG1238'SURFACE AND STAMPED-STEELE BARBER 1989.
 LG1238
 LG1238                          STATION RECOVERY (1995)
 LG1238
 LG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1238'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF LINCOLN,
 LG1238'2.0 MI (3.2 KM) EAST OF CRETE AND AT THE CRETE MUNICIPAL AIRPORT.
 LG1238'OWNERSHIP--CRETE AIRPORT AUTHORITY, CRETE NE 68333.  AIRPORT MANAGER,
 LG1238'SILVERHAWK AVIATION, PHONE (402) 826-4400, FBO (402) 475-8600.  TO
 LG1238'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH
 LG1238'(ABOUT 2.0 MI (3.2 KM) NORTHEAST OF CRETE), GO SOUTH ON PAVED ROAD
 LG1238'2400 FOR 1.4 MI (2.3 KM) TO AN INTERSECTION, TURN LEFT AND GO EAST ON
 LG1238'PAVED ROAD F FOR 0.3 MI (0.5 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND
 LG1238'GO SOUTHERLY FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM)
 LG1238'TO A GATE AHEAD AND AIRPORT OFFICE ON THE RIGHT, PASS THROUGH GATE,
 LG1238'TURN LEFT AND GO NORTHEASTERLY ON THE APRON, THEN TAXIWAY FOR 0.2 MI
 LG1238'(0.3 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO SOUTH ON THE RUNWAY
 LG1238'FOR 0.15 MI (0.24 KM) TO A VASI LIGHT AND THE STATION ON THE LEFT.
 LG1238'THE STATION IS 105.6 FT (32.2 M) NORTHEAST OF THE SIXTH RUNWAY LIGHT,
 LG1238'93.7 FT (28.6 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT, 82.0 FT (25.0 M)
 LG1238'EAST OF THE RUNWAY CENTER, 5.2 FT (1.6 M) SOUTHWEST OF THE NORTHWEST
 LG1238'LEG OF THE NUMBER 2 VASI LIGHT.  NOTE--THIS STATION WAS USED AS AN
 LG1238'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LG1238
 LG1238                          STATION RECOVERY (1997)
 LG1238
 LG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 10JUL1997 (WCW) .  RECOVERED
 LG1238'IN GOOD CONDITION AS DESCRIBED WITH NOTE.  THE STATION IS LOCATED 1.2
 LG1238'M (3.9 FT) WEST FROM A FIBERGLASS NGS WITNESS POST.  THIS STATION HAS
 LG1238'BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 LG1238
 LG1238                          STATION RECOVERY (2000)
 LG1238
 LG1238'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1238'RECOVERED AS DESCRIBED.
 LG1238
 LG1238                          STATION RECOVERY (2002)
 LG1238
 LG1238'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1238'RECOVERED AS DESCRIBED.
 LG1238
 LG1238                          STATION RECOVERY (2016)
 LG1238
 LG1238'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (RF)
 LG1238'FOUND GOOD
 LG1238
 LG1238                          STATION RECOVERY (2016)
 LG1238
 LG1238'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (RS)
 LG1238'FOUND GOOD
 LG1238
 LG1238                          STATION RECOVERY (2017)
 LG1238
 LG1238'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LG1238'RECOVERED IN GOOD CONDITION
 LG1238
 LG1238                          STATION RECOVERY (2017)
 LG1238
 LG1238'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LG1238'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1016 ***********************************************************************
 LG1016  DESIGNATION -  STEINAUER
 LG1016  PID         -  LG1016
 LG1016  STATE/COUNTY-  NE/PAWNEE
 LG1016  COUNTRY     -  US
 LG1016  USGS QUAD   -  STEINAUER (2017)
 LG1016
 LG1016                         *CURRENT SURVEY CONTROL
 LG1016  ______________________________________________________________________
 LG1016* NAD 83(1995) POSITION- 40 12 14.51873(N) 096 11 53.05008(W)   ADJUSTED
 LG1016* NAVD 88 ORTHO HEIGHT -   413.    (meters)     1355.    (feet) SCALED
 LG1016  ______________________________________________________________________
 LG1016  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 LG1016  LAPLACE CORR    -         -8.69  (seconds)                    DEFLEC18
 LG1016  HORZ ORDER      -  FIRST
 LG1016
 LG1016.The horizontal coordinates were established by classical geodetic methods
 LG1016.and adjusted by the National Geodetic Survey in August 1997.
 LG1016
 LG1016.The orthometric height was scaled from a topographic map.
 LG1016
 LG1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1016.GEOID18 height accuracy estimate available here.
 LG1016
 LG1016.Click photographs - Photos may exist for this station.
 LG1016
 LG1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1016
 LG1016. The following values were computed from the NAD 83(1995) position.
 LG1016
 LG1016;                    North         East     Units Scale Factor Converg.
 LG1016;SPC NE       -    48,275.648   823,561.015   MT  0.99991400   +2 31 10.3
 LG1016;SPC NE       -   158,384.36  2,701,966.43   sFT  0.99991400   +2 31 10.3
 LG1016;UTM  14      - 4,454,168.932   738,474.605   MT  1.00030013   +1 48 34.3
 LG1016
 LG1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1016!SPC NE       -   0.99993965  x   0.99991400  =   0.99985366
 LG1016!UTM  14      -   0.99993965  x   1.00030013  =   1.00023976
 LG1016
 LG1016:                Primary Azimuth Mark                     Grid Az
 LG1016:SPC NE       -  ELK CREEK                                031 14 27.1
 LG1016:UTM  14      -  ELK CREEK                                031 57 03.1
 LG1016
 LG1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3847454168(NAD 83)
 LG1016
 LG1016|---------------------------------------------------------------------|
 LG1016| PID    Reference Object                     Distance      Geod. Az  |
 LG1016|                                                           dddmmss.s |
 LG1016| LG1007 TECUMSEH JOHNSON CO CTHSE DOME      APPROX.18.1 KM 0004921.7 |
 LG1016| LG1008 TECUMSEH MUNICIPAL TANK             APPROX.19.6 KM 0010326.8 |
 LG1016| CL7672 STEINAUER RM 1                       16.508 METERS 00436     |
 LG1016| LG1005 ST PETERS LUTHERAN CH SPIRE         APPROX. 6.0 KM 0144113.1 |
 LG1016| LG1004 ELK CREEK MUNICIPAL TANK            APPROX.11.2 KM 0334057.3 |
 LG1016| LG1003 ELK CREEK                           APPROX.11.2 KM 0334537.4 |
 LG1016| LG1010 TABLE ROCK MUNICIPAL TANK           APPROX. 9.1 KM 1073309.4 |
 LG1016| CL7673 STEINAUER RM 2                       22.967 METERS 26444     |
 LG1016| LG1017 STEINAUER MUNICIPAL TANK            APPROX. 2.7 KM 2822315.4 |
 LG1016| LG1019 SALEM EVANGELICAL REFORM CH         APPROX. 5.1 KM 2871304.6 |
 LG1016| CL7671 STEINAUER AZ MK                                    3443035.0 |
 LG1016|---------------------------------------------------------------------|
 LG1016
 LG1016                          SUPERSEDED SURVEY CONTROL
 LG1016
 LG1016  NAD 83(1986)-  40 12 14.52648(N)    096 11 53.04621(W) AD(       ) 1
 LG1016  NAD 27      -  40 12 14.52500(N)    096 11 52.01500(W) AD(       ) 1
 LG1016
 LG1016.Superseded values are not recommended for survey control.
 LG1016
 LG1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1016.See file dsdata.pdf to determine how the superseded data were derived.
 LG1016
 LG1016_MARKER: DS = TRIANGULATION STATION DISK
 LG1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1016_STAMPING: STEINAUER 1947
 LG1016_MARK LOGO: CGS
 LG1016_PROJECTION: PROJECTING 3 CENTIMETERS
 LG1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1016+STABILITY: SURFACE MOTION
 LG1016
 LG1016  HISTORY     - Date     Condition        Report By
 LG1016  HISTORY     - 1947     MONUMENTED       CGS
 LG1016  HISTORY     - 1958     GOOD             CGS
 LG1016  HISTORY     - 20190914 POOR             JORSUR
 LG1016
 LG1016                          STATION DESCRIPTION
 LG1016
 LG1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1016'THE STATION IS ABOUT 6.5 MILES NORTH-NORTHWEST OF PAWNEE CITY, 2
 LG1016'MILES WEST OF STEINAUER, 0.05 MILE EAST OF STATE HIGHWAY 50, 84
 LG1016'FEET WEST OF THE CENTER OF A FARM GATE, 28 FEET SOUTH OF THE
 LG1016'CENTER OF A DIRT ROAD, 24 FEET WEST-SOUTHWEST OF A TELEPHONE POLE,
 LG1016'8.8 FEET NORTH-NORTHEAST OF A 4 X 4 INCH WITNESS POST AND 8.5
 LG1016'FEET NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED STEINAUER 1947
 LG1016'AND PROJECTS 1 INCH.
 LG1016'
 LG1016'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF A DIRT
 LG1016'ROAD AND 0.6 FEET SOUTH OF AN EAST-WEST FENCE.  IT IS STAMPED
 LG1016'STEINAUER NO 1 1947 AND PROJECTS 5 INCHES.
 LG1016'
 LG1016'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF A DIRT
 LG1016'ROAD AND 0.9 FEET NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED
 LG1016'STEINAUER NO 2 1947 AND PROJECTS 6 INCHES.
 LG1016'
 LG1016'AZIMUTH MARK IS 26 FEET SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY
 LG1016'50 AND A GRAVELED ROAD, 1.5 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH
 LG1016'WITNESS POST AND 0.5 FEET WEST OF A NORTH-SOUTH FENCE.  IT IS
 LG1016'STAMPED STEINAUER 1947 AND PROJECTS 3 INCHES.
 LG1016'
 LG1016'TO REACH THE STATION FROM STEINAUER, GO EAST ON GRAVELED ROAD FOR
 LG1016'1.85 MILES TO STATE HIGHWAY 50 AND THE AZIMUTH MARK AS DESCRIBED,
 LG1016'TURN RIGHT, SOUTH, ON STATE HIGHWAY 50 FOR 0.3 MILE TO A DIRT
 LG1016'ROAD EAST, TURN LEFT, EAST, FOR 0.05 MILE TO A FARM HOME AND THE
 LG1016'STATION ON THE RIGHT.
 LG1016'
 LG1016'A 74 FOOT SIGNAL AT ELK CREEK IS VISIBLE AT 37 FEET.
 LG1016'
 LG1016'AN 87 FOOT SIGNAL AT STUTHEIT 1934 IS VISIBLE AT 37 FEET.
 LG1016'
 LG1016'A 74 FOOT SIGNAL AT BUNKERHILL IS VISIBLE AT 37 FEET.
 LG1016'
 LG1016'A 20 FOOT SIGNAL AT HORALEK 1934 IS VISIBLE AT 50 FEET.
 LG1016'
 LG1016'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 37 FEET.
 LG1016'
 LG1016'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE AT 15 FEET.
 LG1016'
 LG1016'A 74 FOOT SIGNAL AT VESTA IS VISIBLE AT 15 FEET.
 LG1016'
 LG1016'A 97 FOOT SIGNAL AT MANS IS VISIBLE AT 37 FEET.
 LG1016'
 LG1016'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1016
 LG1016                          STATION RECOVERY (1958)
 LG1016
 LG1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1016'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LG1016'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS
 LG1016'NOT RECOVERED.  THE ROAD AT THE AZIMUTH MARK SITE HAS BEEN
 LG1016'IMPROVED AND IT IS BELIEVED THAT THE AZIMUTH MARK WAS DESTROYED AT
 LG1016'THAT TIME.
 LG1016'
 LG1016'AN INSTRUMENT SET-UP WAS NOT MADE AT THIS TIME.  CONSIDERABLE
 LG1016'CLEARING WOULD BE REQUIRED TO CHECK THE DISTANCES TO BOTH R.M.S.
 LG1016'THIS WAS NOT DONE AS THE PROPERTY OWNER WAS NOT PRESENT.  THE
 LG1016'ORIGINAL DESCRIPTION IS ADEQUATE TO LOCATE THE STATION.  DUE TO
 LG1016'ROAD CONSTRUCTION A NEW TO-REACH FOLLOWS-
 LG1016'
 LG1016'TO REACH THE STATION FROM THE SMALL TOWN OF STEINAUER, GO EAST ON
 LG1016'STATE SPUR 550 FOR 1.85 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT
 LG1016'AND GO SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.
 LG1016'TURN LEFT FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 LG1016
 LG1016                          STATION RECOVERY (2019)
 LG1016
 LG1016'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG1016'TOP OF MONUMENT HAS BEEN HIT WITH MOWER AND CORNERS OF CONCRETE ARE
 LG1016'CRACKED AND MISSING.  CAP IS DAMAGED BUT DATUM POINT STILL VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1017 ***********************************************************************
 LG1017  DESIGNATION -  STEINAUER MUNICIPAL TANK
 LG1017  PID         -  LG1017
 LG1017  STATE/COUNTY-  NE/PAWNEE
 LG1017  COUNTRY     -  US
 LG1017  USGS QUAD   -  STEINAUER (2017)
 LG1017
 LG1017                         *CURRENT SURVEY CONTROL
 LG1017  ______________________________________________________________________
 LG1017* NAD 83(1995) POSITION- 40 12 33.31868(N) 096 13 44.78118(W)   ADJUSTED
 LG1017  ______________________________________________________________________
 LG1017  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 LG1017  LAPLACE CORR    -         -7.74  (seconds)                    DEFLEC18
 LG1017  HORZ ORDER      -  THIRD
 LG1017
 LG1017.The horizontal coordinates were established by classical geodetic methods
 LG1017.and adjusted by the National Geodetic Survey in August 1997.
 LG1017
 LG1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1017.GEOID18 height accuracy estimate available here.
 LG1017
 LG1017.Click photographs - Photos may exist for this station.
 LG1017
 LG1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1017
 LG1017. The following values were computed from the NAD 83(1995) position.
 LG1017
 LG1017;                    North         East     Units Scale Factor Converg.
 LG1017;SPC NE       -    48,739.237   820,896.081   MT  0.99991196   +2 29 56.3
 LG1017;SPC NE       -   159,905.31  2,693,223.23   sFT  0.99991196   +2 29 56.3
 LG1017;UTM  14      - 4,454,665.680   735,814.608   MT  1.00028460   +1 47 22.8
 LG1017
 LG1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3581454665(NAD 83)
 LG1017
 LG1017                          SUPERSEDED SURVEY CONTROL
 LG1017
 LG1017  NAD 83(1986)-  40 12 33.32630(N)    096 13 44.77652(W) AD(       ) 3
 LG1017  NAD 27      -  40 12 33.33000(N)    096 13 43.74000(W) AD(       ) 3
 LG1017
 LG1017.Superseded values are not recommended for survey control.
 LG1017
 LG1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1017.See file dsdata.pdf to determine how the superseded data were derived.
 LG1017
 LG1017_MARKER: 53 = ELEVATED TANK
 LG1017
 LG1017  HISTORY     - Date     Condition        Report By
 LG1017  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1017  HISTORY     - 1958     GOOD             CGS
 LG1017
 LG1017                          STATION DESCRIPTION
 LG1017
 LG1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1017'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF TOWN.  IT IS A FOUR
 LG1017'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS PAINTED BLACK
 LG1017'WITH A SILVER ROOF.  IT IS ABOUT 90 FEET HIGH.  IT IS 50 FEET
 LG1017'NORTH OF AN EAST-WEST ROAD AND ABOUT 100 FEET WEST OF A RED BRICK
 LG1017'BUILDING.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF
 LG1017'THE ROOF.
 LG1017
 LG1017                          STATION RECOVERY (1958)
 LG1017
 LG1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1017'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1017'ORIGINAL DESCRIPTION OF 1947 IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0514 ***********************************************************************
 LJ0514  DESIGNATION -  STEPHENSON
 LJ0514  PID         -  LJ0514
 LJ0514  STATE/COUNTY-  NE/PERKINS
 LJ0514  COUNTRY     -  US
 LJ0514  USGS QUAD   -  LAMAR NE (2017)
 LJ0514
 LJ0514                         *CURRENT SURVEY CONTROL
 LJ0514  ______________________________________________________________________
 LJ0514* NAD 83(1995) POSITION- 40 43 29.87837(N) 101 46 51.32002(W)   ADJUSTED
 LJ0514* NAVD 88 ORTHO HEIGHT -  1099.5   (meters)     3607.    (feet) VERTCON
 LJ0514  ______________________________________________________________________
 LJ0514  GEOID HEIGHT    -        -21.588 (meters)                     GEOID18
 LJ0514  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 LJ0514  HORZ ORDER      -  FIRST
 LJ0514
 LJ0514.The horizontal coordinates were established by classical geodetic methods
 LJ0514.and adjusted by the National Geodetic Survey in August 1997.
 LJ0514
 LJ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0514
 LJ0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0514.GEOID18 height accuracy estimate available here.
 LJ0514
 LJ0514.Click photographs - Photos may exist for this station.
 LJ0514
 LJ0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0514
 LJ0514. The following values were computed from the NAD 83(1995) position.
 LJ0514
 LJ0514;                    North         East     Units Scale Factor Converg.
 LJ0514;SPC NE       -   100,545.740   349,588.806   MT  0.99975073   -1 10 48.8
 LJ0514;SPC NE       -   329,873.82  1,146,942.61   sFT  0.99975073   -1 10 48.8
 LJ0514;UTM  14      - 4,511,946.654   265,136.809   MT  1.00027900   -1 48 54.7
 LJ0514
 LJ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0514!SPC NE       -   0.99983094  x   0.99975073  =   0.99958171
 LJ0514!UTM  14      -   0.99983094  x   1.00027900  =   1.00010989
 LJ0514
 LJ0514:                Primary Azimuth Mark                     Grid Az
 LJ0514:SPC NE       -  GRANT MUNICIPAL STANDPIPE                022 38 46.2
 LJ0514:UTM  14      -  GRANT MUNICIPAL STANDPIPE                023 16 52.1
 LJ0514
 LJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6513611946(NAD 83)
 LJ0514
 LJ0514|---------------------------------------------------------------------|
 LJ0514| PID    Reference Object                     Distance      Geod. Az  |
 LJ0514|                                                           dddmmss.s |
 LJ0514| LJ0506 GRANT CATHOLIC CHURCH CROSS         APPROX.14.2 KM 0181850.9 |
 LJ0514| LJ0508 GRANT SCHOOL BELFRY                 APPROX.14.1 KM 0211309.1 |
 LJ0514| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX.13.8 KM 0212757.4 |
 LJ0514| CP8696 STEPHENSON AZ MK                                   0335750.1 |
 LJ0514| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.25.8 KM 1531012.9 |
 LJ0514| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.26.4 KM 1533233.7 |
 LJ0514| CP8697 STEPHENSON RM 1                      27.230 METERS 17622     |
 LJ0514| LK0487 VENANGO MUNICIPAL TANK              APPROX.22.3 KM 2814353.6 |
 LJ0514| CP8698 STEPHENSON RM 2                      33.860 METERS 29435     |
 LJ0514| LJ0520 BRANDON FARMERS UN ELEV N GAB       APPROX.14.1 KM 3083728.3 |
 LJ0514|---------------------------------------------------------------------|
 LJ0514
 LJ0514                          SUPERSEDED SURVEY CONTROL
 LJ0514
 LJ0514  NAD 83(1986)-  40 43 29.87903(N)    101 46 51.32010(W) AD(       ) 1
 LJ0514  NAD 27      -  40 43 29.88900(N)    101 46 49.69800(W) AD(       ) 1
 LJ0514  NGVD 29 (07/19/86) 1099.1    (m)         3606.     (f) VERT ANG       
 LJ0514
 LJ0514.Superseded values are not recommended for survey control.
 LJ0514
 LJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0514.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0514
 LJ0514_MARKER: DS = TRIANGULATION STATION DISK
 LJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0514_STAMPING: STEPHENSON 1933
 LJ0514_MARK LOGO: CGS
 LJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0514+STABILITY: SURFACE MOTION
 LJ0514
 LJ0514  HISTORY     - Date     Condition        Report By
 LJ0514  HISTORY     - 1933     MONUMENTED       CGS
 LJ0514  HISTORY     - 1959     GOOD             USGS
 LJ0514  HISTORY     - 1971     SEE DESCRIPTION  USGS
 LJ0514  HISTORY     - 1973     GOOD             USGS
 LJ0514
 LJ0514                          STATION DESCRIPTION
 LJ0514
 LJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0514'STATION IS ABOUT 9 MILES SSW OF GRANT ON A HIGH PROMINENT SAND
 LJ0514'HILL IN NW 1/4 SEC. 28, T 9 N, R 39 W, IN PASTURE OWNED BY
 LJ0514'J.B. STEPHENSON.
 LJ0514'
 LJ0514'STATION ON HIGHEST HILL IN VICINITY 1-1/2 MILES S OF
 LJ0514'STEPHENSONS HOUSE.
 LJ0514'
 LJ0514'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0514'BRONZE DISKS SET IN CONCRETE.
 LJ0514'
 LJ0514'REFERENCE MARK NO. 1 S OF STATION, ON SAME KNOLL.
 LJ0514'
 LJ0514'REFERENCE MARK NO. 2 NW OF STATION, ON FIRST KNOLL TO NW AND
 LJ0514'APPROXIMATELY 15 FEET LOWER.
 LJ0514'
 LJ0514'AZIMUTH MARK NNE OF STATION, ON THIRD KNOLL TO NE.
 LJ0514'
 LJ0514'TO REACH STATION FROM GRANT BY STATE HIGHWAY 17, GO S ACROSS
 LJ0514'RAILROAD TRACKS, THENCE W 4.0 MILES TO GRADED DIRT ROAD
 LJ0514'LEADING S.  FOLLOW THIS ROAD S 6.4 MILES TO SANDY ROAD LEADING
 LJ0514'E, THENCE E 0.7 MILE TO STEPHENSONS HOUSE ON S SIDE OF ROAD.  FROM
 LJ0514'HERE PICK WAY UP RIDGE, SES 1-1/4 MILES, TO HIGHEST POINT,
 LJ0514'KEEPING TO LEFT SIDE OF VALLEY.
 LJ0514'
 LJ0514'HEIGHT OF LIGHT ABOVE STATION MARK - 1.70 METERS.
 LJ0514
 LJ0514                          STATION RECOVERY (1959)
 LJ0514
 LJ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0514'THE AZIMUTH MARK IS BLOWN OUT AND LYING ON SIDE.
 LJ0514
 LJ0514                          STATION RECOVERY (1971)
 LJ0514
 LJ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LJ0514'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS TO
 LJ0514'THE REFERENCE MARKS WERE NOT REMEASURED.
 LJ0514'
 LJ0514'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LJ0514'WITH THE FOLLOWING EXCEPTION--THE
 LJ0514'HOUSE REFERRED TO AS STEPHENSONS HOUSE NO LONGER EXIST,
 LJ0514'AND THE PROPERTY IS NOW OWNED BY MR. HOYT HENDRICKS.
 LJ0514'
 LJ0514'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS DISKS,
 LJ0514'SET IN 12 INCH SQUARE CONCRETE POSTS, PROJECTING 0.4 FEET ABOVE
 LJ0514'GROUND.
 LJ0514'
 LJ0514'STATION MARK--DISK STAMPED STEPHENSON 1933.
 LJ0514'
 LJ0514'REFERENCE MARK NO. 1--DISK STAMPED STEPHENSON NO. 1 1933.
 LJ0514'
 LJ0514'REFERENCE MARK NO. 2--DISK STAMPED STEPHENSON NO. 2 1933.
 LJ0514
 LJ0514                          STATION RECOVERY (1973)
 LJ0514
 LJ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0514'THE STATION MARK, R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION
 LJ0514'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR SINCE IT
 LJ0514'HAD BEEN REPORTED DESTROYED IN 1959.  DISTANCE TO R.M. 1 MISSED
 LJ0514'-0.06 FT.  R.M. 2 MISSED +0.24 FT.
 LJ0514'
 LJ0514'DIRECTION TO R.M. 1 MISSED +16.15 SECONDS IN AZIMUTH.  R.M. 2
 LJ0514'MISSED -30.17 SECONDS IN AZIMUTH.  MC COY TRI. STA. 1933 MISSED
 LJ0514'-0.88 SECONDS IN AZIMUTH.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1030 ***********************************************************************
 LG1030  DESIGNATION -  STERLING
 LG1030  PID         -  LG1030
 LG1030  STATE/COUNTY-  NE/JOHNSON
 LG1030  COUNTRY     -  US
 LG1030  USGS QUAD   -  SAINT MARY (2017)
 LG1030
 LG1030                         *CURRENT SURVEY CONTROL
 LG1030  ______________________________________________________________________
 LG1030* NAD 83(1995) POSITION- 40 27 53.58923(N) 096 19 13.75881(W)   ADJUSTED
 LG1030* NAVD 88 ORTHO HEIGHT -   409.    (meters)     1342.    (feet) SCALED
 LG1030  ______________________________________________________________________
 LG1030  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 LG1030  LAPLACE CORR    -         -7.34  (seconds)                    DEFLEC18
 LG1030  HORZ ORDER      -  FIRST
 LG1030
 LG1030.The horizontal coordinates were established by classical geodetic methods
 LG1030.and adjusted by the National Geodetic Survey in August 1997.
 LG1030
 LG1030.The orthometric height was scaled from a topographic map.
 LG1030
 LG1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1030.GEOID18 height accuracy estimate available here.
 LG1030
 LG1030.Click photographs - Photos may exist for this station.
 LG1030
 LG1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1030
 LG1030. The following values were computed from the NAD 83(1995) position.
 LG1030
 LG1030;                    North         East     Units Scale Factor Converg.
 LG1030;SPC NE       -    76,760.172   811,916.832   MT  0.99982211   +2 26 18.2
 LG1030;SPC NE       -   251,837.33  2,663,763.81   sFT  0.99982211   +2 26 18.2
 LG1030;UTM  14      - 4,482,805.914   727,176.893   MT  1.00023532   +1 44 22.9
 LG1030
 LG1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1030!SPC NE       -   0.99994019  x   0.99982211  =   0.99976231
 LG1030!UTM  14      -   0.99994019  x   1.00023532  =   1.00017550
 LG1030
 LG1030:                Primary Azimuth Mark                     Grid Az
 LG1030:SPC NE       -  STERLING MUNICIPAL TANK                  269 27 44.0
 LG1030:UTM  14      -  STERLING MUNICIPAL TANK                  270 09 39.3
 LG1030
 LG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2717682805(NAD 83)
 LG1030
 LG1030|---------------------------------------------------------------------|
 LG1030| PID    Reference Object                     Distance      Geod. Az  |
 LG1030|                                                           dddmmss.s |
 LG1030| LG0974 BURR HOPE LUTHERAN CH SPIRE         APPROX. 8.2 KM 0125408.4 |
 LG1030| LG0971 ST PAUL EVANGELICAL LUTH CH         APPROX. 7.9 KM 0523138.8 |
 LG1030| CL7675 STERLING RM 1                        28.642 METERS 05517     |
 LG1030| LG0969 COOK MUNICIPAL TANK                 APPROX.14.7 KM 0685905.2 |
 LG1030| LG1031 STERLING 2                           11.375 METERS 18540     |
 LG1030| LG1042 ADAMS MUNICIPAL TANK                APPROX.16.2 KM 2651748.2 |
 LG1030| CL7674 STERLING AZ MK                                     2694239.2 |
 LG1030| LG1040 STERLING MUNICIPAL TANK             APPROX. 4.9 KM 2715402.2 |
 LG1030| CL7676 STERLING RM 2                        21.949 METERS 32638     |
 LG1030|---------------------------------------------------------------------|
 LG1030
 LG1030                          SUPERSEDED SURVEY CONTROL
 LG1030
 LG1030  NAD 83(1986)-  40 27 53.59707(N)    096 19 13.75530(W) AD(       ) 1
 LG1030  NAD 27      -  40 27 53.60200(N)    096 19 12.71100(W) AD(       ) 1
 LG1030
 LG1030.Superseded values are not recommended for survey control.
 LG1030
 LG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1030.See file dsdata.pdf to determine how the superseded data were derived.
 LG1030
 LG1030_MARKER: DS = TRIANGULATION STATION DISK
 LG1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1030
 LG1030  HISTORY     - Date     Condition        Report By
 LG1030  HISTORY     - 1947     MONUMENTED       CGS
 LG1030  HISTORY     - 1961     GOOD             CGS
 LG1030
 LG1030                          STATION DESCRIPTION
 LG1030
 LG1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1030'THE STATION IS LOCATED ABOUT 3 MILES EAST OF STERLING AND 10
 LG1030'MILES NORTHWEST OF TECUMSEH ON THE RIGHT-OF-WAY OF AN EAST-WEST
 LG1030'GRAVELED ROAD.  IT IS 28 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1030'GRAVELED ROAD, 70 FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING
 LG1030'INTO A FARM HOUSE, 120 FEET NORTH OF THE FARM HOUSE AND 11 FEET
 LG1030'NORTH OF A FENCE LINE AND A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1030'POST PROJECTING 2 FEET.  IT IS STAMPED STERLING 1947 AND IS
 LG1030'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1030'
 LG1030'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER OF AN
 LG1030'EAST-WEST GRAVELED ROAD, 7 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LG1030'AND 1 FOOT WEST OF A POWER LINE POLE.  IT IS STAMPED STERLING NO 1
 LG1030'1947 AND PROJECTS 4 INCHES.
 LG1030'
 LG1030'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTER OF AN
 LG1030'EAST-WEST GRAVELED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LG1030'LINE.  IT IS STAMPED STERLING NO 2 1947 AND PROJECTS 6 INCHES.
 LG1030'
 LG1030'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF A CROSSROAD,
 LG1030'26 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 47 FEET
 LG1030'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 12.5 FEET
 LG1030'NORTHWEST OF A TELEPHONE POLE AND A FENCE CORNER AND 6 FEET
 LG1030'NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1030'2 FEET.  IT IS STAMPED STERLING 1947 AND PROJECTS 4 INCHES.
 LG1030'
 LG1030'TO REACH THE STATION FROM THE GEM THEATER IN STERLING, GO NORTH
 LG1030'FOR 0.5 MILE TO STATE HIGHWAY 41, TURN RIGHT, EAST AND GO 0.2
 LG1030'MILE, STATE HIGHWAY 41 TURNS RIGHT, KEEP STRAIGHT AHEAD AND GO
 LG1030'2.5 MILES TO A CROSSROAD AND THE AZIMUTH ON THE RIGHT AS
 LG1030'DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE TOP OF A
 LG1030'GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LG1030'
 LG1030'A 100 FOOT SIGNAL AT MANS IS V.G.
 LG1030'
 LG1030'A 74 FOOT SIGNAL AT MUDDY IS V.G.
 LG1030'
 LG1030'A 10 FOOT SIGNAL AT PLEASANT HILL IS V.G.
 LG1030'
 LG1030'AN 87 FOOT SIGNAL AT WEST POINT IS V.G.
 LG1030'
 LG1030'AN 87 FOOT SIGNAL AT IMMANUEL IS V.G.
 LG1030'
 LG1030'A 74 FOOT SIGNAL AT WOLKEN IS V.G.
 LG1030'
 LG1030'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 30 FEET.
 LG1030'
 LG1030'A 100 FOOT SIGNAL AT TECUMSEH IS VISIBLE AT 10 FEET.
 LG1030'
 LG1030'A 4 FOOT SIGNAL AT CENTER IS VISIBLE AT 10 FEET.
 LG1030'
 LG1030'A 74 FOOT SIGNAL AT VESTA IS VISIBLE AT 50 FEET.
 LG1030'
 LG1030'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1030
 LG1030                          STATION RECOVERY (1961)
 LG1030
 LG1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1030'THE STATION WAS RECOVERED AS FOLLOWS- THE STATION SURFACE MARK,
 LG1030'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND, BUT AFTER
 LG1030'COMPLETING THE OCCUPATION OF THE STATION IT WAS PROVEN TO BE OUT
 LG1030'OF ITS ORIGINAL POSITION.  THE POSITION OF THE SURFACE MARK WAS
 LG1030'HELD BY ERECTING A PLUMBING BENCH.  AFTER REMOVAL OF THE SURFACE
 LG1030'MARK IT WAS DISCOVERED THE UNDERGROUND-STATION WAS MISSING.  IT
 LG1030'IS APPARENT THE STATION WAS COMPLETLY DESTROYED BY ROAD
 LG1030'CONSTRUCTION AND THE SURFACE MARK RESET BY SOMEONE PRIOR TO
 LG1030'THIS PARTIES RECOVERY OF THE STATION.
 LG1030'
 LG1030'THE REFERENCE MARKS APPEARED TO BE UNDISTURBED.  THE CONDITION OF
 LG1030'THE AZIMUTH MARK INDICATED SOME EVIDENCE OF IT BEING DISTURBED BY
 LG1030'ROAD CONSTRUCTION.
 LG1030'
 LG1030'TO FURTHER CHECK AND PROVE THE ORIGINAL STATION, THE 1947
 LG1030'REFERENCE MARKS MEASUREMENTS AND DIRECTIONS WERE DUPLICATED AND
 LG1030'THE THEODOLITE PLACED AT THE POSITION WHICH MOST CLOSELY FIT THE
 LG1030'LOCATION FROM WHICH THE 1947 OBSERVATIONS WERE TAKEN ON ALL
 LG1030'OBJECTS VISIBLE FROM A GROUND SET UP.
 LG1030'
 LG1030'THE STATION AND AZIMUTH MARK WERE DESTROYED.  THE TWO REFERENCE
 LG1030'MARKS REMAIN AND ARE USED AS REFERENCE MARKS FOR TRIANGULATION
 LG1030'STATION STERLING 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1031 ***********************************************************************
 LG1031  DESIGNATION -  STERLING 2
 LG1031  PID         -  LG1031
 LG1031  STATE/COUNTY-  NE/JOHNSON
 LG1031  COUNTRY     -  US
 LG1031  USGS QUAD   -  SAINT MARY (2017)
 LG1031
 LG1031                         *CURRENT SURVEY CONTROL
 LG1031  ______________________________________________________________________
 LG1031* NAD 83(1995) POSITION- 40 27 53.22226(N) 096 19 13.80650(W)   ADJUSTED
 LG1031* NAVD 88 ORTHO HEIGHT -   409.    (meters)     1342.    (feet) SCALED
 LG1031  ______________________________________________________________________
 LG1031  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 LG1031  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 LG1031  HORZ ORDER      -  SECOND
 LG1031
 LG1031.The horizontal coordinates were established by classical geodetic methods
 LG1031.and adjusted by the National Geodetic Survey in August 1997.
 LG1031
 LG1031.The orthometric height was scaled from a topographic map.
 LG1031
 LG1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1031.GEOID18 height accuracy estimate available here.
 LG1031
 LG1031.Click photographs - Photos may exist for this station.
 LG1031
 LG1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1031
 LG1031. The following values were computed from the NAD 83(1995) position.
 LG1031
 LG1031;                    North         East     Units Scale Factor Converg.
 LG1031;SPC NE       -    76,748.817   811,916.191   MT  0.99982214   +2 26 18.2
 LG1031;SPC NE       -   251,800.08  2,663,761.70   sFT  0.99982214   +2 26 18.2
 LG1031;UTM  14      - 4,482,794.563   727,176.114   MT  1.00023532   +1 44 22.9
 LG1031
 LG1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1031!SPC NE       -   0.99994019  x   0.99982214  =   0.99976234
 LG1031!UTM  14      -   0.99994019  x   1.00023532  =   1.00017550
 LG1031
 LG1031:                Primary Azimuth Mark                     Grid Az
 LG1031:SPC NE       -  STERLING 2 AZIMUTH MARK                  085 38 44.8
 LG1031:UTM  14      -  STERLING 2 AZIMUTH MARK                  086 20 40.1
 LG1031
 LG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2717682794(NAD 83)
 LG1031
 LG1031|---------------------------------------------------------------------|
 LG1031| PID    Reference Object                     Distance      Geod. Az  |
 LG1031|                                                           dddmmss.s |
 LG1031| LG1034 STERLING 2 ECC                       10.576 METERS 00551     |
 LG1031| CL7677 STERLING 2 RM 1                      37.055 METERS 04147     |
 LG1031| LG0968 COOK RELAY TOWER                    APPROX.13.0 KM 0520413.3 |
 LG1031| LG1033 STERLING 2 AZIMUTH MARK             APPROX. 0.9 KM 0880503.0 |
 LG1031| CL7678 STERLING 2 RM 2                      31.605 METERS 33946     |
 LG1031|---------------------------------------------------------------------|
 LG1031
 LG1031                          SUPERSEDED SURVEY CONTROL
 LG1031
 LG1031  NAD 83(1986)-  40 27 53.22999(N)    096 19 13.80300(W) AD(       ) 2
 LG1031  NAD 27      -  40 27 53.23510(N)    096 19 12.75900(W) AD(       ) 2
 LG1031
 LG1031.Superseded values are not recommended for survey control.
 LG1031
 LG1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1031.See file dsdata.pdf to determine how the superseded data were derived.
 LG1031
 LG1031_MARKER: DS = TRIANGULATION STATION DISK
 LG1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1031
 LG1031  HISTORY     - Date     Condition        Report By
 LG1031  HISTORY     - 1961     MONUMENTED       CGS
 LG1031  HISTORY     - 1974     GOOD             NGS
 LG1031
 LG1031                          STATION DESCRIPTION
 LG1031
 LG1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1031'THE STATION IS 10 MILES NORTHWEST OF TECUMSEH, 9 MILES SOUTHWEST
 LG1031'OF COOK AND 3 MILES EAST OF STERLING.  IT IS IN THE SODDED FRONT
 LG1031'YARD OF A FARM RESIDENCE, ON THE SOUTH SIDE OF AN EAST-WEST COUNTY
 LG1031'ROAD.
 LG1031'
 LG1031'TO REACH FROM THE POST OFFICE IN STERLING, DRIVE EAST FOR 300 FEET TO
 LG1031'AN INTERSECTION.  TURN LEFT AND DRIVE NORTH FOR 0.4 MILE TO STATE
 LG1031'HIGHWAY 41.  TURN RIGHT, EAST, ALONG THE HIGHWAY FOR 0.2 MILE TO
 LG1031'A Y-FORK.  KEEP THE LEFT FORK, LEAVING THE HIGHWAY, FOR 2.7 MILES
 LG1031'TO A FARM RESIDENCE AND THE STATION ON THE RIGHT.
 LG1031'
 LG1031'SURFACE-STATION MARK, A STANDARD DISK STAMPED STERLING 2 1961, IS
 LG1031'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG1031'TOP, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET WEST OF
 LG1031'THE CENTER OF THE FARM LANE, 65.5 FEET SOUTH OF THE CENTER OF THE
 LG1031'EAST-WEST COUNTY ROAD.
 LG1031'
 LG1031'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED STERLING 2 1961,
 LG1031'IS SET IN THE TOP OF A MASS OF CONCRETE 43 INCHES BELOW THE
 LG1031'SURFACE OF THE GROUND.
 LG1031'
 LG1031'REFERENCE MARK 1, A STANDARD DISK STAMPED STERLING 2 NO 1 1961,
 LG1031'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE,
 LG1031'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31.5
 LG1031'FEET NORTH OF THE CENTER OF THE ROAD, 6.0 FEET SOUTH OF THE
 LG1031'NORTH RIGHT-OF-WAY FENCE, 0.9 FOOT WEST OF A POWERLINE POLE AND
 LG1031'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 LG1031'
 LG1031'REFERENCE MARK 2, A STANDARD DISK STAMPED STERLING 2 NO 2 1961, IS
 LG1031'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE, PROJECTING
 LG1031'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38.5 FEET NORTH OF
 LG1031'THE CENTER OF THE ROAD, 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LG1031'FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST WITH SIGN AND
 LG1031'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 LG1031'
 LG1031'PICTURE POINT 1 IS THE NORTHEAST CORNER OF THE FARM HOUSE.  IT
 LG1031'IS A WOOD FRAME BUILDING WITH LARGE SHADE TREES ALONG ITS EAST
 LG1031'AND WEST SIDES.
 LG1031'
 LG1031'PICTURE POINT 2 IS THE CENTER OF THE INTERSECTION OF THE
 LG1031'EAST-WEST COUNTY ROAD WITH THE ENTRANCE LANE OF THE FARM
 LG1031'RESIDENCE.
 LG1031'
 LG1031'AZIMUTH MARK, A STANDARD DISK STAMPED STERLING 2 1961, IS SET IN
 LG1031'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG1031'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33.5
 LG1031'FEET NORTH OF THE CENTER OF THE ROAD, 1.8 FEET WEST OF A
 LG1031'POWERLINE POLE, 1.4 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 LG1031'AND 1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LG1031'
 LG1031'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 LG1031'COUNTY ROAD FOR 0.55 MILE TO A SUMMIT AND THE MARK ON THE LEFT.
 LG1031
 LG1031                          STATION RECOVERY (1974)
 LG1031
 LG1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG1031'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1031'RECOVERED AND FOUND IN GOOD CONDITION.  THIS STATION WAS OCCUPIED
 LG1031'THIS DATE TO TIE IN THE AZIMUTH MARK THAT WAS SET IN 1961.
 LG1031'INTERSECTION STATION COOK RELAY TOWER 1961 WAS USED AS THE TIE
 LG1031'LINE AND NO OTHER POSITIONED TIE LINES WERE VISIBLE.
 LG1031'TRIANGULATION STATION MUDDY 1947 WAS OCCUPIED FOR ANGLE CHECK
 LG1031'BETWEEN THE AZIMUTH MARK AND THE COOK RELAY TOWER 1961 AND THE
 LG1031'ANGLE CHECKED THE PREVIOUS ANGLE FAVORABLY, ALSO THE FARMER
 LG1031'THAT LIVES ACROSS THE ROAD FROM THE COOK RELAY TOWER STATED THIS
 LG1031'WAS THE ORIGINAL TOWER.
 LG1031'
 LG1031'THE 1961 ROUTE TO REACH THE STATION IS ADEQUATE.  THE 1961
 LG1031'DESCRIPTION OF THE MARKS IS ADEQUATE FOR RECOVERY WITH ADDITIONAL
 LG1031'NOTES FOR THE STATION MARK MENTIONED BELOW.
 LG1031'
 LG1031'THE STATION MARK IS IN THE FARM YARD OWNED BY THE DARELD WEBERS,
 LG1031'84.4 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE
 LG1031'AND 79.2 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE.
 LG1031'
 LG1031'NOTE- A LARGE PINE TREE OBSTRUCTS THE LINE OF SIGHT TO THE COOK
 LG1031'MUNICIPAL WATER TANK 1961.
 LG1031'
 LG1031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILE EAST OF
 LG1031'STERLING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1040 ***********************************************************************
 LG1040  DESIGNATION -  STERLING MUNICIPAL TANK
 LG1040  PID         -  LG1040
 LG1040  STATE/COUNTY-  NE/JOHNSON
 LG1040  COUNTRY     -  US
 LG1040  USGS QUAD   -  STERLING (2017)
 LG1040
 LG1040                         *CURRENT SURVEY CONTROL
 LG1040  ______________________________________________________________________
 LG1040* NAD 83(1995) POSITION- 40 27 58.80932(N) 096 22 41.77432(W)   ADJUSTED
 LG1040  ______________________________________________________________________
 LG1040  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 LG1040  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 LG1040  HORZ ORDER      -  THIRD
 LG1040
 LG1040.The horizontal coordinates were established by classical geodetic methods
 LG1040.and adjusted by the National Geodetic Survey in August 1997.
 LG1040
 LG1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1040.GEOID18 height accuracy estimate available here.
 LG1040
 LG1040.Click photographs - Photos may exist for this station.
 LG1040
 LG1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1040
 LG1040. The following values were computed from the NAD 83(1995) position.
 LG1040
 LG1040;                    North         East     Units Scale Factor Converg.
 LG1040;SPC NE       -    76,714.193   807,014.718   MT  0.99982165   +2 24 00.4
 LG1040;SPC NE       -   251,686.48  2,647,680.79   sFT  0.99982165   +2 24 00.4
 LG1040;UTM  14      - 4,482,819.688   722,272.623   MT  1.00020818   +1 42 07.9
 LG1040
 LG1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2227282819(NAD 83)
 LG1040
 LG1040                          SUPERSEDED SURVEY CONTROL
 LG1040
 LG1040  NAD 83(1986)-  40 27 58.81707(N)    096 22 41.77051(W) AD(       ) 3
 LG1040  NAD 27      -  40 27 58.81900(N)    096 22 40.72000(W) AD(       ) 3
 LG1040
 LG1040.Superseded values are not recommended for survey control.
 LG1040
 LG1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1040.See file dsdata.pdf to determine how the superseded data were derived.
 LG1040
 LG1040_MARKER: 53 = ELEVATED TANK
 LG1040
 LG1040  HISTORY     - Date     Condition        Report By
 LG1040  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1040  HISTORY     - 20040602 GOOD             USPSQD
 LG1040  HISTORY     - 20050810 GOOD             GEOCAC
 LG1040
 LG1040                          STATION DESCRIPTION
 LG1040
 LG1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1040'THE TANK IS LOCATED AT THE NORTHWEST EDGE OF TOWN AND ABOUT 0.10
 LG1040'MILE NORTH OF STATE HIGHWAY 41.  IT IS A FOUR LEGGED STEEL
 LG1040'STRUCTURE SUPPORTING A TANK.  IT IS PAINTED SILVER AND IS ABOUT
 LG1040'110 FEET HIGH.  THERE IS A WIND CHARGER AT THE APEX OF THE ROOF.
 LG1040'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1040
 LG1040                          STATION RECOVERY (2004)
 LG1040
 LG1040'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1040'STATION FOUND GOOD. THE TANK IS 1 BLOCK NORTH OF STATE HIGHWAY 41, 1/2
 LG1040'BLOCK WEST OF WASHINGTON STREET AND 1/2 BLOCK WEST OF THE INTERSECTION
 LG1040'WHERE CENTRAL AVENUE DEAD ENDS AT WASHINGTON STREET EAST OF THE TANK.
 LG1040'THE TANK IS CONICAL-SHAPED WITH BLACK LEGS.
 LG1040
 LG1040                          STATION RECOVERY (2005)
 LG1040
 LG1040'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0503 ***********************************************************************
 MN0503  DESIGNATION -  STEVE
 MN0503  PID         -  MN0503
 MN0503  STATE/COUNTY-  NE/MORRILL
 MN0503  COUNTRY     -  US
 MN0503  USGS QUAD   -  DALTON (2017)
 MN0503
 MN0503                         *CURRENT SURVEY CONTROL
 MN0503  ______________________________________________________________________
 MN0503* NAD 83(1995) POSITION- 41 29 53.77437(N) 102 59 02.77637(W)   ADJUSTED
 MN0503* NAVD 88 ORTHO HEIGHT -  1270.    (meters)     4167.    (feet) SCALED
 MN0503  ______________________________________________________________________
 MN0503  GEOID HEIGHT    -        -19.727 (meters)                     GEOID18
 MN0503  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 MN0503  HORZ ORDER      -  THIRD
 MN0503
 MN0503.The horizontal coordinates were established by classical geodetic methods
 MN0503.and adjusted by the National Geodetic Survey in August 1997.
 MN0503
 MN0503.The orthometric height was scaled from a topographic map.
 MN0503
 MN0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0503.GEOID18 height accuracy estimate available here.
 MN0503
 MN0503.Click photographs - Photos may exist for this station.
 MN0503
 MN0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0503
 MN0503. The following values were computed from the NAD 83(1995) position.
 MN0503
 MN0503;                    North         East     Units Scale Factor Converg.
 MN0503;SPC NE       -   189,148.160   250,966.592   MT  0.99965860   -1 58 39.2
 MN0503;SPC NE       -   620,563.59    823,379.56   sFT  0.99965860   -1 58 39.2
 MN0503;UTM  13      - 4,596,033.985   668,260.995   MT  0.99994842   +1 20 09.7
 MN0503
 MN0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0503!SPC NE       -   0.99980400  x   0.99965860  =   0.99946266
 MN0503!UTM  13      -   0.99980400  x   0.99994842  =   0.99975243
 MN0503
 MN0503:                Primary Azimuth Mark                     Grid Az
 MN0503:SPC NE       -  STEVE AZ MK                              359 51 00.2
 MN0503:UTM  13      -  STEVE AZ MK                              356 32 11.3
 MN0503
 MN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6826096033(NAD 83)
 MN0503
 MN0503|---------------------------------------------------------------------|
 MN0503| PID    Reference Object                     Distance      Geod. Az  |
 MN0503|                                                           dddmmss.s |
 MN0503| CP8700 STEVE RM 1                           20.167 METERS 00210     |
 MN0503| CP8701 STEVE RM 2                           24.539 METERS 27122     |
 MN0503| CP8699 STEVE AZ MK                                        3575221.0 |
 MN0503|---------------------------------------------------------------------|
 MN0503
 MN0503                          SUPERSEDED SURVEY CONTROL
 MN0503
 MN0503  NAD 83(1993)-  41 29 53.77404(N)    102 59 02.77643(W) AD(       ) 3
 MN0503  NAD 83(1986)-  41 29 53.76767(N)    102 59 02.77885(W) AD(       ) 3
 MN0503  NAD 27      -  41 29 53.84790(N)    102 59 01.03960(W) AD(       ) 3
 MN0503
 MN0503.Superseded values are not recommended for survey control.
 MN0503
 MN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0503.See file dsdata.pdf to determine how the superseded data were derived.
 MN0503
 MN0503_MARKER: DS = TRIANGULATION STATION DISK
 MN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0503
 MN0503  HISTORY     - Date     Condition        Report By
 MN0503  HISTORY     - 1963     MONUMENTED       CGS
 MN0503
 MN0503                          STATION DESCRIPTION
 MN0503
 MN0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0503'THE STATION IS LOCATED 13 MILES SOUTHEAST OF BRIDGEPORT,
 MN0503'10 MILES SOUTHWEST OF BROADWATER, 6-1/2 MILES NORTH OF DALTON,
 MN0503'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 385.
 MN0503'
 MN0503'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON, 0.05
 MN0503'MILE WEST OF THE POST OFFICE, GO NORTH ON U.S. HIGHWAY 385 FOR
 MN0503'5.4 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON U.S.
 MN0503'HIGHWAY 385 FOR 1.1 MILES TO A WIRE GATE ON THE RIGHT AND THE
 MN0503'STATION AS DESCRIBED.
 MN0503'
 MN0503'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 MN0503'HIGHWAY 385 FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MN0503'
 MN0503'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0503'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED STEVE 1963.
 MN0503'IT IS 40 FEET EAST OF THE CENTER OF U.S. HIGHWAY 385, 14 FEET
 MN0503'NORTH-NORTHWEST OF THE NORTH GATE POST OF A WIRE GATE, 5.4 FEET
 MN0503'NORTHWEST OF A METAL WITNESS POST AND 5 FEET WEST OF THE
 MN0503'EAST RIGHT-OF-WAY FENCE.
 MN0503'
 MN0503'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0503'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0503'STEVE NO 1 1963.  IT IS 43 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 MN0503'385, 19 FEET NORTH-NORTHWEST OF A TELEPHONE POLE AND 1-1/2
 MN0503'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 MN0503'
 MN0503'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0503'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0503'STEVE NO 2 1963.  IT IS 40.6 FEET WEST OF THE CENTER OF U.S.
 MN0503'HIGHWAY 385 AND 2 FEET NORTHEAST OF A POWER POLE.
 MN0503'
 MN0503'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0503'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED STEVE
 MN0503'1963.  IT IS 45.6 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 MN0503'385, 2 FEET SOUTH OF A POWER POLE AND 1.9 FEET SOUTH-SOUTHWEST
 MN0503'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1915 ***********************************************************************
 MK1915  DESIGNATION -  STEVERS
 MK1915  PID         -  MK1915
 MK1915  STATE/COUNTY-  NE/POLK
 MK1915  COUNTRY     -  US
 MK1915  USGS QUAD   -  STROMSBURG (2017)
 MK1915
 MK1915                         *CURRENT SURVEY CONTROL
 MK1915  ______________________________________________________________________
 MK1915* NAD 83(1995) POSITION- 41 04 32.49233(N) 097 32 24.55567(W)   ADJUSTED
 MK1915* NAVD 88 ORTHO HEIGHT -   507.    (meters)     1663.    (feet) SCALED
 MK1915  ______________________________________________________________________
 MK1915  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 MK1915  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 MK1915  HORZ ORDER      -  SECOND
 MK1915
 MK1915.The horizontal coordinates were established by classical geodetic methods
 MK1915.and adjusted by the National Geodetic Survey in August 1997.
 MK1915
 MK1915.The orthometric height was scaled from a topographic map.
 MK1915
 MK1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1915.GEOID18 height accuracy estimate available here.
 MK1915
 MK1915.Click photographs - Photos may exist for this station.
 MK1915
 MK1915.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1915
 MK1915. The following values were computed from the NAD 83(1995) position.
 MK1915
 MK1915;                    North         East     Units Scale Factor Converg.
 MK1915;SPC NE       -   140,873.938   706,629.959   MT  0.99968660   +1 37 48.5
 MK1915;SPC NE       -   462,183.91  2,318,335.12   sFT  0.99968660   +1 37 48.5
 MK1915;UTM  14      - 4,548,186.342   622,636.530   MT  0.99978510   +0 57 33.5
 MK1915
 MK1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1915!SPC NE       -   0.99992452  x   0.99968660  =   0.99961114
 MK1915!UTM  14      -   0.99992452  x   0.99978510  =   0.99970963
 MK1915
 MK1915:                Primary Azimuth Mark                     Grid Az
 MK1915:SPC NE       -  STEVERS AZ MK                            272 57 38.7
 MK1915:UTM  14      -  STEVERS AZ MK                            273 37 53.7
 MK1915
 MK1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2263648186(NAD 83)
 MK1915
 MK1915|---------------------------------------------------------------------|
 MK1915| PID    Reference Object                     Distance      Geod. Az  |
 MK1915|                                                           dddmmss.s |
 MK1915| CO2455 STEVERS RM 1                         29.597 METERS 00653     |
 MK1915| LG0906 YORK CONSUMERS PWR ELEC STACK       APPROX.23.6 KM 1910520.8 |
 MK1915| CO2456 STEVERS RM 2                         25.110 METERS 27107     |
 MK1915| CO2454 STEVERS AZ MK                                      2743527.2 |
 MK1915| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX. 6.3 KM 3120350.4 |
 MK1915|---------------------------------------------------------------------|
 MK1915
 MK1915                          SUPERSEDED SURVEY CONTROL
 MK1915
 MK1915  NAD 83(1986)-  41 04 32.50120(N)    097 32 24.55835(W) AD(       ) 2
 MK1915  NAD 27      -  41 04 32.44700(N)    097 32 23.37400(W) AD(       ) 2
 MK1915
 MK1915.Superseded values are not recommended for survey control.
 MK1915
 MK1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1915.See file dsdata.pdf to determine how the superseded data were derived.
 MK1915
 MK1915_MARKER: DS = TRIANGULATION STATION DISK
 MK1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1915_STAMPING: STEVERS 1950
 MK1915_MARK LOGO: CGS
 MK1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1915+STABILITY: SURFACE MOTION
 MK1915
 MK1915  HISTORY     - Date     Condition        Report By
 MK1915  HISTORY     - 1950     MONUMENTED       CGS
 MK1915
 MK1915                          STATION DESCRIPTION
 MK1915
 MK1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1915'STATION IS LOCATED ABOUT 7 MILES SOUTH OF OSCEOLA AND 4 MILES
 MK1915'SOUTHWEST OF STROMSBURG IN A SMALL GROVE OF TREES IN SOUTHEAST
 MK1915'ANGLE OF CROSSROADS.  STATION IS 56 FEET SOUTH OF THE
 MK1915'APPROXIMATE CENTERLINE OF STATE ROUTE 66, 46 FEET EAST OF THE
 MK1915'APPROXIMATE CENTERLINE OF DIRT ROAD, 24 FEET SOUTHEAST OF
 MK1915'FENCE CORNER, 20 FEET SOUTHEAST OF TELEPHONE POLE AND 16
 MK1915'FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 MK1915'AND THE DISK IS STAMPED STEVERS 1950.
 MK1915'
 MK1915'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE APPROXIMATE
 MK1915'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 MK1915'6 INCHES AND THE DISK IS STAMPED STEVERS NO 1 1950.
 MK1915'
 MK1915'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE APPROXIMATE
 MK1915'CENTERLINE OF DIRT ROAD, 15 FEET SOUTH OF FENCE CORNER, 10 FEET
 MK1915'SOUTH OF TELEPHONE POLE AND 1 FOOT EAST OF FENCE.  THE MARK
 MK1915'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STEVERS
 MK1915'NO 2 1950.
 MK1915'
 MK1915'AZIMUTH MARK IS 45 FEET NORTH OF THE APPROXIMATE CENTERLINE
 MK1915'OF STATE ROUTE 66, 10 FEET SOUTH OF ROW OF TREES AND 1.5
 MK1915'FEET SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 MK1915'6 INCHES AND THE DISK IS STAMPED STEVERS 1950.
 MK1915'
 MK1915'TO REACH FROM THE POST OFFICE IN STROMSBURG GO SOUTH ON U.S.
 MK1915'HIGHWAY 81 FOR 2.5 MILES TO JUNCTION OF STATE ROUTE 66.
 MK1915'TURN LEFT AND GO EAST ON STATE ROUTE 66 FOR 2.75 MILES TO
 MK1915'AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 MK1915'CONTINUE EAST FOR 0.25 MILE TO CROSSROADS AND STATION IN
 MK1915'SOUTHEAST ANGLE OF CROSSROADS AS DESCRIBED.
 MK1915'
 MK1915'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0887 ***********************************************************************
 LG0887  DESIGNATION -  STOCKHOLM SWEDISH LUTHERAN CH
 LG0887  PID         -  LG0887
 LG0887  STATE/COUNTY-  NE/FILLMORE
 LG0887  COUNTRY     -  US
 LG0887  USGS QUAD   -  ONG (2017)
 LG0887
 LG0887                         *CURRENT SURVEY CONTROL
 LG0887  ______________________________________________________________________
 LG0887* NAD 83(1995) POSITION- 40 24 32.81205(N) 097 46 40.47671(W)   ADJUSTED
 LG0887  ______________________________________________________________________
 LG0887  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 LG0887  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 LG0887  HORZ ORDER      -  THIRD
 LG0887
 LG0887.The horizontal coordinates were established by classical geodetic methods
 LG0887.and adjusted by the National Geodetic Survey in August 1997.
 LG0887
 LG0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0887.GEOID18 height accuracy estimate available here.
 LG0887
 LG0887.Click photographs - Photos may exist for this station.
 LG0887
 LG0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0887
 LG0887. The following values were computed from the NAD 83(1995) position.
 LG0887
 LG0887;                    North         East     Units Scale Factor Converg.
 LG0887;SPC NE       -    66,353.194   688,564.614   MT  0.99984005   +1 28 21.3
 LG0887;SPC NE       -   217,693.77  2,259,065.74   sFT  0.99984005   +1 28 21.3
 LG0887;UTM  14      - 4,473,883.455   603,693.270   MT  0.99973235   +0 47 32.2
 LG0887
 LG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0369373883(NAD 83)
 LG0887
 LG0887                          SUPERSEDED SURVEY CONTROL
 LG0887
 LG0887  NAD 83(1986)-  40 24 32.81971(N)    097 46 40.47691(W) AD(       ) 3
 LG0887  NAD 27      -  40 24 32.78000(N)    097 46 39.32000(W) AD(       ) 3
 LG0887
 LG0887.Superseded values are not recommended for survey control.
 LG0887
 LG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0887.See file dsdata.pdf to determine how the superseded data were derived.
 LG0887
 LG0887_MARKER: 91 = CHURCH CROSS
 LG0887
 LG0887  HISTORY     - Date     Condition        Report By
 LG0887  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0887
 LG0887                          STATION DESCRIPTION
 LG0887
 LG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0887'THE STATION IS LOCATED ABOUT 3-1/4 MILES WEST AND 1/2 MILE SOUTH
 LG0887'OF THE SMALL TOWN OF SHICKLEY.  THE CHURCH IS A WOODEN STRUCTURE
 LG0887'PAINTED WHITE.  THE STEEPLE IS ABOUT 90 FEET HIGH WITH A CROSS
 LG0887'ON TOP.
 LG0887'
 LG0887'TO REACH THE STATION FROM THE POST OFFICE IN SHICKLEY, GO NORTH
 LG0887'ON THE MAIN STREET FOR 0.4 MILE TO ITS JUNCTION WITH STATE
 LG0887'ROUTE 74.  TURN LEFT (WEST) ON STATE ROUTE 74 AND GO 2.25 MILES TO
 LG0887'A CROSSROADS.  TURN LEFT (SOUTH) AND GO 0.95 MILE TO CROSSROADS.
 LG0887'TURN RIGHT (WEST) AND GO 0.6 MILE TO STATION RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0398 ***********************************************************************
 LJ0398  DESIGNATION -  STOCKVILLE
 LJ0398  PID         -  LJ0398
 LJ0398  STATE/COUNTY-  NE/FRONTIER
 LJ0398  COUNTRY     -  US
 LJ0398  USGS QUAD   -  STOCKVILLE (2017)
 LJ0398
 LJ0398                         *CURRENT SURVEY CONTROL
 LJ0398  ______________________________________________________________________
 LJ0398* NAD 83(1995) POSITION- 40 30 42.19249(N) 100 27 38.37914(W)   ADJUSTED
 LJ0398* NAVD 88 ORTHO HEIGHT -   832.65  (+/-2cm)     2731.8   (feet) VERTCON
 LJ0398  ______________________________________________________________________
 LJ0398  GEOID HEIGHT    -        -23.502 (meters)                     GEOID18
 LJ0398  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 LJ0398  HORZ ORDER      -  THIRD
 LJ0398  VERT ORDER      -  THIRD ? (See Below)
 LJ0398
 LJ0398.The horizontal coordinates were established by classical geodetic methods
 LJ0398.and adjusted by the National Geodetic Survey in August 1997.
 LJ0398
 LJ0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0398
 LJ0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0398.GEOID18 height accuracy estimate available here.
 LJ0398
 LJ0398.The vertical order pertains to the NGVD 29 superseded value.
 LJ0398
 LJ0398.Click photographs - Photos may exist for this station.
 LJ0398
 LJ0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0398
 LJ0398. The following values were computed from the NAD 83(1995) position.
 LJ0398
 LJ0398;                    North         East     Units Scale Factor Converg.
 LJ0398;SPC NE       -    75,425.563   460,965.295   MT  0.99980776   -0 18 19.0
 LJ0398;SPC NE       -   247,458.70  1,512,350.31   sFT  0.99980776   -0 18 19.0
 LJ0398;UTM  14      - 4,485,580.455   376,251.993   MT  0.99978850   -0 56 56.3
 LJ0398
 LJ0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0398!SPC NE       -   0.99987309  x   0.99980776  =   0.99968087
 LJ0398!UTM  14      -   0.99987309  x   0.99978850  =   0.99966161
 LJ0398
 LJ0398:                Primary Azimuth Mark                     Grid Az
 LJ0398:SPC NE       -  STOCKVILLE AZ MK                         002 49 35.5
 LJ0398:UTM  14      -  STOCKVILLE AZ MK                         003 28 12.8
 LJ0398
 LJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7625185580(NAD 83)
 LJ0398
 LJ0398|---------------------------------------------------------------------|
 LJ0398| PID    Reference Object                     Distance      Geod. Az  |
 LJ0398|                                                           dddmmss.s |
 LJ0398| CO2463 STOCKVILLE AZ MK                                   0023116.5 |
 LJ0398| CO2464 STOCKVILLE RM 1                      20.918 METERS 08059     |
 LJ0398| CO2465 STOCKVILLE RM 2                      14.385 METERS 17915     |
 LJ0398|---------------------------------------------------------------------|
 LJ0398
 LJ0398                          SUPERSEDED SURVEY CONTROL
 LJ0398
 LJ0398  NAD 83(1986)-  40 30 42.19816(N)    100 27 38.38544(W) AD(       ) 3
 LJ0398  NAD 27      -  40 30 42.17262(N)    100 27 36.85618(W) AD(       ) 3
 LJ0398  NGVD 29             832.32   (m)         2730.7    (f) LEVELING    3  
 LJ0398
 LJ0398.Superseded values are not recommended for survey control.
 LJ0398
 LJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0398.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0398
 LJ0398_MARKER: DS = TRIANGULATION STATION DISK
 LJ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0398_STAMPING: STOCKVILLE 1951
 LJ0398_MARK LOGO: CGS
 LJ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0398+STABILITY: SURFACE MOTION
 LJ0398
 LJ0398  HISTORY     - Date     Condition        Report By
 LJ0398  HISTORY     - 1951     MONUMENTED       CGS
 LJ0398
 LJ0398                          STATION DESCRIPTION
 LJ0398
 LJ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0398'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF CURTIS AND
 LJ0398'4.5 MILES WEST SOUTH-SOUTHWEST OF STOCKVILLE.  IT IS 47 FEET
 LJ0398'SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 35 FEET WEST OF
 LJ0398'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 14 FEET SOUTH OF A
 LJ0398'TELEPHONE POLE AND 3 FEET SOUTH OF A WITNESS POST.  IT IS
 LJ0398'STAMPED STOCKVILLE 1951 AND PROJECTS 3 INCHES.
 LJ0398'
 LJ0398'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE CENTER OF AN
 LJ0398'EAST-WEST DIRT ROAD, 35 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0398'DIRT ROAD AND 2 FEET SOUTH OF A POWER LINE BRACE POLE.  IT
 LJ0398'IS STAMPED STOCKVILLE NO 1 1951 AND PROJECTS 4 INCHES.
 LJ0398'
 LJ0398'REFERENCE MARK NO. 2 IS 35 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0398'DIRT ROAD.  IT IS STAMPED STOCKVILLE NO 2 1951 AND PROJECTS 2
 LJ0398'INCHES.
 LJ0398'
 LJ0398'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0398'NO. 2 IS 88.7 FEET.
 LJ0398'
 LJ0398'THE AZIMUTH MARK IS LOCATED 35 FEET EAST OF THE CENTER OF
 LJ0398'A NORTH-SOUTH DIRT ROAD, STAMPED STOCKVILLE 1951 AND PROJECTS
 LJ0398'4 INCHES.
 LJ0398'
 LJ0398'TO REACH THE STATION FROM THE CROSS-STREET JUST EAST OF THE
 LJ0398'POST OFFICE IN STOCKVILLE, GO SOUTH ON A GRAVELED ROAD FOR
 LJ0398'0.9 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 LJ0398'GRAVELED ROAD FOR 0.5 MILE TO A T ROAD LEFT, CONTINUE WEST
 LJ0398'FOR 1.6 MILES TO A T ROAD INTERSECTION.  TURN LEFT AND GO SOUTH
 LJ0398'ON A GRAVELED ROAD FOR 0.5 MILE TO A T ROAD RIGHT AND A
 LJ0398'SCHOOLHOUSE ON THE LEFT, TURN RIGHT AND GO WEST ON A DIRT
 LJ0398'ROAD FOR 2.0 MILES TO A CROSSROAD AND THE STATION IN THE
 LJ0398'SOUTHWEST ANGLE AS DESCRIBED.
 LJ0398'
 LJ0398'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A DIRT
 LJ0398'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1887 ***********************************************************************
 MK1887  DESIGNATION -  STODDARD
 MK1887  PID         -  MK1887
 MK1887  STATE/COUNTY-  NE/BUTLER
 MK1887  COUNTRY     -  US
 MK1887  USGS QUAD   -  SURPRISE (2017)
 MK1887
 MK1887                         *CURRENT SURVEY CONTROL
 MK1887  ______________________________________________________________________
 MK1887* NAD 83(1995) POSITION- 41 04 07.31997(N) 097 19 47.03710(W)   ADJUSTED
 MK1887* NAVD 88 ORTHO HEIGHT -   494.    (meters)     1621.    (feet) SCALED
 MK1887  ______________________________________________________________________
 MK1887  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 MK1887  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 MK1887  HORZ ORDER      -  FIRST
 MK1887
 MK1887.The horizontal coordinates were established by classical geodetic methods
 MK1887.and adjusted by the National Geodetic Survey in August 1997.
 MK1887
 MK1887.The orthometric height was scaled from a topographic map.
 MK1887
 MK1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1887.GEOID18 height accuracy estimate available here.
 MK1887
 MK1887.Click photographs - Photos may exist for this station.
 MK1887
 MK1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1887
 MK1887. The following values were computed from the NAD 83(1995) position.
 MK1887
 MK1887;                    North         East     Units Scale Factor Converg.
 MK1887;SPC NE       -   140,622.414   724,324.215   MT  0.99968752   +1 46 10.5
 MK1887;SPC NE       -   461,358.70  2,376,387.03   sFT  0.99968752   +1 46 10.5
 MK1887;UTM  14      - 4,547,727.423   640,328.855   MT  0.99984237   +1 05 50.9
 MK1887
 MK1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1887!SPC NE       -   0.99992661  x   0.99968752  =   0.99961415
 MK1887!UTM  14      -   0.99992661  x   0.99984237  =   0.99976899
 MK1887
 MK1887:                Primary Azimuth Mark                     Grid Az
 MK1887:SPC NE       -  STODDARD AZ MK                           180 07 25.9
 MK1887:UTM  14      -  STODDARD AZ MK                           180 47 45.5
 MK1887
 MK1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4032847727(NAD 83)
 MK1887
 MK1887|---------------------------------------------------------------------|
 MK1887| PID    Reference Object                     Distance      Geod. Az  |
 MK1887|                                                           dddmmss.s |
 MK1887| MK1884 RISING CITY METH CH SPIRE           APPROX.14.5 KM 0103627.2 |
 MK1887| MK1885 RISING CITY STANDPIPE               APPROX.14.3 KM 0112435.2 |
 MK1887| MK1881 ULYSSES TANK                        APPROX.10.5 KM 0864615.9 |
 MK1887| CO2467 STODDARD RM 1                        73.457 METERS 18053     |
 MK1887| CO2466 STODDARD AZ MK                                     1815336.4 |
 MK1887| LG0796 OMAHA SALT LAKE CITY AWY BN 81      APPROX.19.4 KM 1833544.2 |
 MK1887| LG0896 OMAHA SALT LAKE CITY AWY BN 80      APPROX.30.3 KM 2281617.9 |
 MK1887| MK1890 GRESHAM MUNICIPAL TANK              APPROX. 7.7 KM 2333306.9 |
 MK1887| CO2468 STODDARD RM 2                        38.688 METERS 32633     |
 MK1887| MK1892 SHELBY CATHOLIC CH DOME             APPROX.15.7 KM 3292253.7 |
 MK1887| MK1891 SHELBY MUNICIPAL TANK               APPROX.16.2 KM 3294342.8 |
 MK1887|---------------------------------------------------------------------|
 MK1887
 MK1887                          SUPERSEDED SURVEY CONTROL
 MK1887
 MK1887  NAD 83(1986)-  41 04 07.32938(N)    097 19 47.03829(W) AD(       ) 1
 MK1887  NAD 27      -  41 04 07.27600(N)    097 19 45.86700(W) AD(       ) 1
 MK1887
 MK1887.Superseded values are not recommended for survey control.
 MK1887
 MK1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1887.See file dsdata.pdf to determine how the superseded data were derived.
 MK1887
 MK1887_MARKER: DS = TRIANGULATION STATION DISK
 MK1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1887_STAMPING: STODDARD 1935
 MK1887_MARK LOGO: CGS
 MK1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1887+STABILITY: SURFACE MOTION
 MK1887
 MK1887  HISTORY     - Date     Condition        Report By
 MK1887  HISTORY     - 1935     MONUMENTED       CGS
 MK1887  HISTORY     - 1950     GOOD             CGS
 MK1887
 MK1887                          STATION DESCRIPTION
 MK1887
 MK1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1887'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 28, T. 13 N.,
 MK1887'R. 1 E., ABOUT 1 MILE WEST AND 2-1/2 MILES SOUTH OF SURPRISE,
 MK1887'7 MILES WEST OF ULYSSES, ON THE EAST SIDE OF THE ROAD AT THE
 MK1887'SOUTH END OF A ROW OF TREES.  THERE IS A PATCH OF BRUSH JUST TO
 MK1887'THE EAST ON THE NORTH SIDE OF A QUARTER-SECTION-LINE FENCE.  ON
 MK1887'HIGHEST GROUND IN VICINITY.
 MK1887'
 MK1887'REACHED FROM SURPRISE POST OFFICE BY GOING SOUTH ON GRAVEL ROAD
 MK1887'1.8 MILES, TURN RIGHT (WEST) ONTO DIRT ROAD AND GO 1.0 MILE, TURN
 MK1887'LEFT (SOUTH) AND GO 0.5 MILE.  STATION IS ON EAST SIDE OF ROAD,
 MK1887'JUST TO NORTH OF QUARTER-SECTION-LINE EAST-WEST FENCE, 6 FEET
 MK1887'EAST OF RIGHT-OF-WAY FENCE.
 MK1887'
 MK1887'REFERENCE MARK NO. 1 IS LOCATED 241.03 FEET SOUTH OF STATION,
 MK1887'IN NORTH-SOUTH RIGHT-OF-WAY FENCE LINE ON EAST SIDE OF ROAD
 MK1887'
 MK1887'REFERENCE MARK NO. 2 IS LOCATED 126.90 FEET NORTHWEST OF STATION
 MK1887'IN NORTH-SOUTH RIGHT-OF-WAY FENCE ON WEST SIDE OF ROAD, IN ROW
 MK1887'OF TREES.
 MK1887'
 MK1887'AZIMUTH MARK IS LOCATED 0.4 MILE SOUTH OF STATION ON RIGHT (WEST)
 MK1887'SIDE OF ROAD, 20 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 MK1887'SECTION-LINE ROAD NEAR RIGHT-OF-WAY FENCE.
 MK1887'
 MK1887'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1887
 MK1887                          STATION RECOVERY (1950)
 MK1887
 MK1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1887'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MK1887'CONDITION.  THE 1950 DIRECTION TO THE AZIMUTH MARK AND REFERENCE
 MK1887'MARKS DID NOT CHECK WITH THE 1935.
 MK1887'
 MK1887'THE ROW OF TREES ON THE WEST SIDE OF THE ROAD MENTIONED IN THE
 MK1887'ORIGINAL DESCRIPTION HAVE BEEN REMOVED.
 MK1887'
 MK1887'A NEW DESCRIPTION FOLLOWS.
 MK1887'
 MK1887'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE TOWN
 MK1887'OF SUPRISE, ALONG THE EAST SIDE OF A DIRT ROAD AND AT THE
 MK1887'SOUTHWEST CORNER OF A PLANTED GROVE OF TREES.  IT IS 37 FEET
 MK1887'EAST OF THE CENTERLINE OF THE ROAD, 11 FEET NORTHEAST OF A T-FENCE
 MK1887'CORNER AND 5.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 MK1887'PROJECTS 12 INCHES AND THE DISK IS STAMPED STODDARD 1935.
 MK1887'
 MK1887'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTERLINE OF THE
 MK1887'ROAD, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 MK1887'PROJECTS 12 INCHES AND THE DISK IS STAMPED STODDARD NO 1 1935.
 MK1887'
 MK1887'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTERLINE OF THE
 MK1887'ROAD.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 MK1887'STODDARD NO 2 1935.
 MK1887'
 MK1887'AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF THE ROAD.
 MK1887'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED STODDARD 1935.
 MK1887'
 MK1887'A TRIPOD NEEDED TO CLEAR LINE TO THE AZIMUTH MARK.
 MK1887'
 MK1887'OBSERVATIONS TAKEN FROM A 77 FT. STEEL TOWER.
 MK1887'
 MK1887'THE 1935 TO REACH DESCRIPTION BY C.I.A. IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1141 ***********************************************************************
 ML1141  DESIGNATION -  STOKES
 ML1141  PID         -  ML1141
 ML1141  STATE/COUNTY-  NE/CUSTER
 ML1141  COUNTRY     -  US
 ML1141  USGS QUAD   -  SARGENT SE (2017)
 ML1141
 ML1141                         *CURRENT SURVEY CONTROL
 ML1141  ______________________________________________________________________
 ML1141* NAD 83(1995) POSITION- 41 34 44.94430(N) 099 22 04.52311(W)   ADJUSTED
 ML1141* NAVD 88 ORTHO HEIGHT -   768.4   (meters)     2521.    (feet) VERTCON
 ML1141  ______________________________________________________________________
 ML1141  GEOID HEIGHT    -        -23.157 (meters)                     GEOID18
 ML1141  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 ML1141  HORZ ORDER      -  FIRST
 ML1141
 ML1141.The horizontal coordinates were established by classical geodetic methods
 ML1141.and adjusted by the National Geodetic Survey in August 1997.
 ML1141
 ML1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1141
 ML1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1141.GEOID18 height accuracy estimate available here.
 ML1141
 ML1141.Click photographs - Photos may exist for this station.
 ML1141
 ML1141.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1141
 ML1141. The following values were computed from the NAD 83(1995) position.
 ML1141
 ML1141;                    North         East     Units Scale Factor Converg.
 ML1141;SPC NE       -   194,022.547   552,693.267   MT  0.99965941   +0 25 08.0
 ML1141;SPC NE       -   636,555.64  1,813,294.49   sFT  0.99965941   +0 25 08.0
 ML1141;UTM  14      - 4,603,116.936   469,329.514   MT  0.99961158   -0 14 39.0
 ML1141
 ML1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1141!SPC NE       -   0.99988313  x   0.99965941  =   0.99954258
 ML1141!UTM  14      -   0.99988313  x   0.99961158  =   0.99949476
 ML1141
 ML1141:                Primary Azimuth Mark                     Grid Az
 ML1141:SPC NE       -  STOKES RM 3 AZIMUTH                      343 16 51.2
 ML1141:UTM  14      -  STOKES RM 3 AZIMUTH                      343 56 38.2
 ML1141
 ML1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6932903116(NAD 83)
 ML1141
 ML1141|---------------------------------------------------------------------|
 ML1141| PID    Reference Object                     Distance      Geod. Az  |
 ML1141|                                                           dddmmss.s |
 ML1141| CO2469 STOKES RM 1                           9.275 METERS 04106     |
 ML1141| CO2470 STOKES RM 2                           8.570 METERS 29122     |
 ML1141| CO2471 STOKES RM 3 AZIMUTH                                3434159.2 |
 ML1141| ML1137 SARGENT MUN TANK                    APPROX. 6.9 KM 3581623.0 |
 ML1141| ML1138 SARGENT REGION 26 RADIO MAST        APPROX.13.6 KM 3584744.8 |
 ML1141| ML1136 SARGENT CABLE TV MAST               APPROX. 7.6 KM 3595347.5 |
 ML1141|---------------------------------------------------------------------|
 ML1141
 ML1141                          SUPERSEDED SURVEY CONTROL
 ML1141
 ML1141  NAD 83(1986)-  41 34 44.95048(N)    099 22 04.52974(W) AD(       ) 1
 ML1141  NAD 27      -  41 34 44.92534(N)    099 22 03.15581(W) AD(       ) 1
 ML1141  NGVD 29 (07/19/86)  768.1    (m)         2520.     (f) VERT ANG       
 ML1141
 ML1141.Superseded values are not recommended for survey control.
 ML1141
 ML1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1141.See file dsdata.pdf to determine how the superseded data were derived.
 ML1141
 ML1141_MARKER: DH = HORIZONTAL CONTROL DISK
 ML1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1141_STAMPING: STOKES 1973
 ML1141_MARK LOGO: NGS
 ML1141_PROJECTION: FLUSH
 ML1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1141+STABILITY: SURFACE MOTION
 ML1141
 ML1141  HISTORY     - Date     Condition        Report By
 ML1141  HISTORY     - 1973     MONUMENTED       NGS
 ML1141
 ML1141                          STATION DESCRIPTION
 ML1141
 ML1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1141'THE STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF BROKEN BOW,
 ML1141'7 MILES NORTHWEST OF COMSTOCK, 4 MILES SOUTH OF SARGENT AND
 ML1141'ON PROPERTY OWN BY MR BERNARD GRIEBEL.  PHONE NUMBER 628 2518.
 ML1141'
 ML1141'TO REACH THE STATION FROM THE POST OFFICE IN SARGENT GO EAST ON
 ML1141'PAVED STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 183.  TURN
 ML1141'RIGHT AND GO SOUTH ON U.S. HIGHWAY 183 FOR 3.4 MILES TO A
 ML1141'SIDE ROAD LEFT AND REFERENCE MARK 3 ON THE LEFT.  TURN LEFT
 ML1141'AND GO EAST THEN SOUTH ON DIRT ROAD FOR 1.2 MILES TO THE STATION
 ML1141'ON THE RIGHT.
 ML1141'
 ML1141'THE STATION MARKS ARE STANDARD DISKS STAMPED STOKES 1972, THE
 ML1141'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1141'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  THE
 ML1141'UNDERGROUND DISK WAS SET ABOUT 40 INCHES BELOW THE GROUND.  IT IS
 ML1141'26 FEET WEST OF THE DIRT ROAD AND 6 FEET WEST OF A METAL WITNESS
 ML1141'POST WITH SIGN ATTACHED.
 ML1141'
 ML1141'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STOKES NO 1 1972, SET
 ML1141'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 ML1141'THE GROUND.  IT IS 31 FEET NORTH OF THE METAL WITNESS POST WITH
 ML1141'SIGN ATTACHED, 22 FEET WEST OF THE DIRT ROAD AND 1 FOOT WEST OF A
 ML1141'FENCE.
 ML1141'
 ML1141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STOKES NO 2 1972,
 ML1141'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 ML1141'FLUSH WITH THE GROUND.  IT IS 34 FEET WEST OF THE METAL WITNESS
 ML1141'POST WITH SIGN ATTACHED.
 ML1141'
 ML1141'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 ML1141'STOKES NO 3 1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 ML1141'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 32 FEET
 ML1141'EAST OF THE CENTER OF U.S. HIGHWAY 183, 23 FEET NORTH OF THE
 ML1141'DIRT ROAD, 3 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 ML1141'ATTACHED AND 1.5 FEET SOUTH OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0617 ***********************************************************************
 MN0617  DESIGNATION -  STONE
 MN0617  PID         -  MN0617
 MN0617  STATE/COUNTY-  NE/KIMBALL
 MN0617  COUNTRY     -  US
 MN0617  USGS QUAD   -  BUSHNELL SE (2017)
 MN0617
 MN0617                         *CURRENT SURVEY CONTROL
 MN0617  ______________________________________________________________________
 MN0617* NAD 83(1995) POSITION- 41 03 42.58282(N) 103 45 37.33995(W)   ADJUSTED
 MN0617* NAVD 88 ORTHO HEIGHT -  1558.    (meters)     5112.    (feet) SCALED
 MN0617  ______________________________________________________________________
 MN0617  GEOID HEIGHT    -        -18.719 (meters)                     GEOID18
 MN0617  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 MN0617  HORZ ORDER      -  SECOND
 MN0617
 MN0617.The horizontal coordinates were established by classical geodetic methods
 MN0617.and adjusted by the National Geodetic Survey in August 1997.
 MN0617
 MN0617.The orthometric height was scaled from a topographic map.
 MN0617
 MN0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0617.GEOID18 height accuracy estimate available here.
 MN0617
 MN0617.Click photographs - Photos may exist for this station.
 MN0617
 MN0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0617
 MN0617. The following values were computed from the NAD 83(1995) position.
 MN0617
 MN0617;                    North         East     Units Scale Factor Converg.
 MN0617;SPC NE       -   143,265.698   184,114.315   MT  0.99968844   -2 29 31.2
 MN0617;SPC NE       -   470,030.88    604,048.38   sFT  0.99968844   -2 29 31.2
 MN0617;UTM  13      - 4,546,360.858   604,158.242   MT  0.99973352   +0 48 51.7
 MN0617
 MN0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0617!SPC NE       -   0.99975865  x   0.99968844  =   0.99944716
 MN0617!UTM  13      -   0.99975865  x   0.99973352  =   0.99949223
 MN0617
 MN0617:                Primary Azimuth Mark                     Grid Az
 MN0617:SPC NE       -  STONE AZ MK                              272 56 38.9
 MN0617:UTM  13      -  STONE AZ MK                              269 38 16.0
 MN0617
 MN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0415846360(NAD 83)
 MN0617
 MN0617|---------------------------------------------------------------------|
 MN0617| PID    Reference Object                     Distance      Geod. Az  |
 MN0617|                                                           dddmmss.s |
 MN0617| CP8708 STONE RM 1                            9.366 METERS 01017     |
 MN0617| CP8709 STONE RM 2                           10.051 METERS 26905     |
 MN0617| CP8707 STONE AZ MK                                        2702707.7 |
 MN0617|---------------------------------------------------------------------|
 MN0617
 MN0617                          SUPERSEDED SURVEY CONTROL
 MN0617
 MN0617  NAD 83(1993)-  41 03 42.58208(N)    103 45 37.34033(W) AD(       ) 2
 MN0617  NAD 83(1992)-  41 03 42.57836(N)    103 45 37.33952(W) AD(       ) 2
 MN0617  NAD 83(1986)-  41 03 42.57763(N)    103 45 37.33950(W) AD(       ) 2
 MN0617  NAD 27      -  41 03 42.63800(N)    103 45 35.54440(W) AD(       ) 2
 MN0617
 MN0617.Superseded values are not recommended for survey control.
 MN0617
 MN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0617.See file dsdata.pdf to determine how the superseded data were derived.
 MN0617
 MN0617_MARKER: DS = TRIANGULATION STATION DISK
 MN0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0617_STAMPING: STONE 1960
 MN0617_MARK LOGO: CGS
 MN0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0617+STABILITY: SURFACE MOTION
 MN0617
 MN0617  HISTORY     - Date     Condition        Report By
 MN0617  HISTORY     - 1960     MONUMENTED       CGS
 MN0617  HISTORY     - 1963     GOOD             CGS
 MN0617
 MN0617                          STATION DESCRIPTION
 MN0617
 MN0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0617'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH AND
 MN0617'5 MILES WEST OF KIMBALL, ABOUT 11 MILES SOUTH AND 6-3/4 MILES
 MN0617'EAST OF BUSHNELL, AND ABOUT 4-1/4 MILES NORTH OF THE
 MN0617'NEBRASKA-COLORADO STATE LINE.  IT IS ON THE RIGHT-OF-WAY OF
 MN0617'AN EAST-WEST SECTION LINE ROAD, IN THE SE 1/4 OF SEC. 29, T.
 MN0617'13 N., R. 56 W.
 MN0617'
 MN0617'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL,
 MN0617'GO EAST ON U.S. HIGHWAY 30 FOR 5.3 MILES.  TURN RIGHT OFF THE
 MN0617'HIGHWAY AT THE CROSSROAD AND GO SOUTH ON THE GRADED ROAD FOR
 MN0617'5.7 MILES.  TURN LEFT AND GO EAST FOR 1.0 MILE.  TURN RIGHT
 MN0617'AT THE CROSS-ROAD AND GO SOUTH FOR 6.0 MILES.  TURN LEFT AT
 MN0617'THE T-ROAD AND GO EAST FOR 0.9 MILE TO THE TOP OF THE GRADE
 MN0617'AND THE STATION ON THE LEFT, NORTH SIDE.
 MN0617'
 MN0617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.6
 MN0617'MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE.
 MN0617'
 MN0617'THE STATION IS A STANDARD DISK STAMPED STONE 1960 SET IN
 MN0617'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MN0617'4 INCHES ABOVE THE GROUND.  IT IS 28 FEET NORTH OF THE CENTER
 MN0617'OF THE ROAD, AND 6 FEET NORTHWEST OF A WITNESS SIGN MARKER.
 MN0617'
 MN0617'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STONE NO
 MN0617'1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0617'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 MN0617'AS THE STATION.  IT IS 59 FEET NORTH OF THE CENTER OF THE ROAD.
 MN0617'
 MN0617'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STONE NO
 MN0617'2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0617'PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MN0617'ELEVATION AS THE STATION.  IT IS 27 FEET NORTH OF THE CENTER
 MN0617'OF THE ROAD.
 MN0617'
 MN0617'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STONE 1960 SET IN
 MN0617'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MN0617'6 INCHES ABOVE THE GROUND.  IT IS 26 FEET SOUTH OF THE CENTER
 MN0617'OF THE ROAD, 2 FEET WEST OF A WITNESS SIGN MARKER AND 1 FOOT
 MN0617'EAST OF A TELEPHONE POLE.
 MN0617
 MN0617                          STATION RECOVERY (1963)
 MN0617
 MN0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0617'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0617'CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0507 ***********************************************************************
 MN0507  DESIGNATION -  STORM
 MN0507  PID         -  MN0507
 MN0507  STATE/COUNTY-  NE/MORRILL
 MN0507  COUNTRY     -  US
 MN0507  USGS QUAD   -  MCCARTHY LAKE (2017)
 MN0507
 MN0507                         *CURRENT SURVEY CONTROL
 MN0507  ______________________________________________________________________
 MN0507* NAD 83(1995) POSITION- 41 52 42.21986(N) 102 44 48.58803(W)   ADJUSTED
 MN0507* NAVD 88 ORTHO HEIGHT -  1246.    (meters)     4088.    (feet) SCALED
 MN0507  ______________________________________________________________________
 MN0507  GEOID HEIGHT    -        -19.132 (meters)                     GEOID18
 MN0507  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 MN0507  HORZ ORDER      -  SECOND
 MN0507
 MN0507.The horizontal coordinates were established by classical geodetic methods
 MN0507.and adjusted by the National Geodetic Survey in August 1997.
 MN0507
 MN0507.The orthometric height was scaled from a topographic map.
 MN0507
 MN0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0507.GEOID18 height accuracy estimate available here.
 MN0507
 MN0507.Click photographs - Photos may exist for this station.
 MN0507
 MN0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0507
 MN0507. The following values were computed from the NAD 83(1995) position.
 MN0507
 MN0507;                    North         East     Units Scale Factor Converg.
 MN0507;SPC NE       -   230,675.752   272,101.641   MT  0.99967969   -1 49 13.1
 MN0507;SPC NE       -   756,808.70    892,720.13   sFT  0.99967969   -1 49 13.1
 MN0507;UTM  13      - 4,638,729.344   686,962.367   MT  1.00003015   +1 30 16.4
 MN0507
 MN0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0507!SPC NE       -   0.99980768  x   0.99967969  =   0.99948743
 MN0507!UTM  13      -   0.99980768  x   1.00003015  =   0.99983782
 MN0507
 MN0507:                Primary Azimuth Mark                     Grid Az
 MN0507:SPC NE       -  STORM AZ MK                              141 20 55.4
 MN0507:UTM  13      -  STORM AZ MK                              138 01 25.9
 MN0507
 MN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8696238729(NAD 83)
 MN0507
 MN0507|---------------------------------------------------------------------|
 MN0507| PID    Reference Object                     Distance      Geod. Az  |
 MN0507|                                                           dddmmss.s |
 MN0507| CP8714 STORM RM 1                                         09325     |
 MN0507| CP8713 STORM AZ MK                                        1393142.3 |
 MN0507| CP8715 STORM RM 2                           23.815 METERS 34638     |
 MN0507|---------------------------------------------------------------------|
 MN0507
 MN0507                          SUPERSEDED SURVEY CONTROL
 MN0507
 MN0507  NAD 83(1993)-  41 52 42.21947(N)    102 44 48.58827(W) AD(       ) 2
 MN0507  NAD 83(1986)-  41 52 42.21726(N)    102 44 48.58865(W) AD(       ) 2
 MN0507  NAD 27      -  41 52 42.31200(N)    102 44 46.86900(W) AD(       ) 2
 MN0507
 MN0507.Superseded values are not recommended for survey control.
 MN0507
 MN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0507.See file dsdata.pdf to determine how the superseded data were derived.
 MN0507
 MN0507_MARKER: DS = TRIANGULATION STATION DISK
 MN0507_SETTING: 0 = UNSPECIFIED SETTING
 MN0507
 MN0507  HISTORY     - Date     Condition        Report By
 MN0507  HISTORY     - 1946     MONUMENTED       CGS
 MN0507
 MN0507                          STATION DESCRIPTION
 MN0507
 MN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0507'LOCATED ABOUT 17 MILES, AIRLINE, SOUTH-SOUTHEAST OF ALLIANCE
 MN0507'ON THE HIGHEST POINT OF A PROMINENT SAND HILL WITH GRASS ON
 MN0507'THE NORTH SIDE AND A LARGE SAND PIT ON THE SOUTH SIDE.  IT
 MN0507'IS STAMPED STORM 1946.  IT IS STANDARD DISK CEMENTED IN THE
 MN0507'TOP OF A 4 INCH IRON PIPE PROJECTING 1 FOOT.
 MN0507'
 MN0507'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 MN0507'AND ABOUT 50 FEET LOWER THAN THE STATION.  IT IS STAMPED STORM
 MN0507'NO 1 1946 AND PROJECTS 6 INCHES.  *SLOPE MEASUREMENT.
 MN0507'
 MN0507'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND
 MN0507'ABOUT 12 FEET LOWER THAN THE STATION.  IT IS STAMPED STORM NO 2
 MN0507'1946 AND PROJECTS 10 INCHES.
 MN0507'
 MN0507'AZIMUTH MARK IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 3 FEET
 MN0507'WEST OF THE WEST END OF A WIRE GATE, 1 FOOT EAST OF A 4-INCH
 MN0507'IRON PIPE PROJECTING 3 FEET, AND 0.1 MILE SOUTH-SOUTHEAST OF A
 MN0507'WINDMILL.  IT IS STAMPED STORM 1946 AND PROJECTS 6 INCHES.
 MN0507'
 MN0507'REACHED FROM THE TRAFFIC LIGHT IN THE CENTER OF ALLIANCE, GO
 MN0507'EAST ON STATE HIGHWAYS 2 AND 19 FOR 0.55 MILE TO POTASH STREET,
 MN0507'TURN RIGHT, SOUTH, ON POTASH STREET AND GO 0.5 MILE TO A T
 MN0507'INTERSECTION.  TURN LEFT AND GO 0.1 MILE TO A SIDE ROAD RIGHT,
 MN0507'TURN RIGHT, SOUTH, AND GO 6.1 MILES TO A FORK.  TAKE LEFT FORK
 MN0507'AND GO 1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, AND
 MN0507'GO 0.6 MILE TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 5.65
 MN0507'MILES TO A FORK, JUST EAST OF A LARGE WHITE RANCH HOUSE.  TAKE
 MN0507'LEFT FORK AND GO 0.55 MILE TO A FORK JUST AFTER CROSSING A
 MN0507'CATTLE GUARD.  TAKE RIGHT FORK AND GO 2.25 MILES TO A FORK, TAKE
 MN0507'LEFT FORK AND GO 2.4 MILES TO A CATTLE GUARD, CONTINUE ON
 MN0507'TRACK ROAD FOR 1.8 MILE TO A SIDE ROAD LEFT, JUST OPPOSITE A
 MN0507'HAY STACK AND 0.2 MILES BEFORE REACHING A RANCH HOUSE, TURN
 MN0507'LEFT ON SIDE ROAD AND GO 0.8 MILE TO A WINDMILL AND CORRAL
 MN0507'FENCE.  AZIMUTH MARK IS 0.1 MILE BEFORE REACHING WINDMILL.
 MN0507'FROM WINDMILL GO NORTHWEST FOR 0.05 MILE TO A WIRE GATE, PASS
 MN0507'THROUGH GATE AND WORK WAY UP HILL TO THE HIGHEST POINT AND THE
 MN0507'STATION, A DISTANCE OF 0.3 MILE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2016 ***********************************************************************
 MK2016  DESIGNATION -  STORM
 MK2016  PID         -  MK2016
 MK2016  STATE/COUNTY-  NE/SAUNDERS
 MK2016  COUNTRY     -  US
 MK2016  USGS QUAD   -  MEAD (2017)
 MK2016
 MK2016                         *CURRENT SURVEY CONTROL
 MK2016  ______________________________________________________________________
 MK2016* NAD 83(1995) POSITION- 41 13 35.63041(N) 096 26 41.01956(W)   ADJUSTED
 MK2016* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 MK2016  ______________________________________________________________________
 MK2016  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 MK2016  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 MK2016  HORZ ORDER      -  SECOND
 MK2016
 MK2016.The horizontal coordinates were established by classical geodetic methods
 MK2016.and adjusted by the National Geodetic Survey in August 1997.
 MK2016
 MK2016.The orthometric height was scaled from a topographic map.
 MK2016
 MK2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2016.GEOID18 height accuracy estimate available here.
 MK2016
 MK2016.Click photographs - Photos may exist for this station.
 MK2016
 MK2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2016
 MK2016. The following values were computed from the NAD 83(1995) position.
 MK2016
 MK2016;                    North         East     Units Scale Factor Converg.
 MK2016;SPC NE       -   160,810.402   797,914.646   MT  0.99967041   +2 21 21.8
 MK2016;SPC NE       -   527,592.13  2,617,824.97   sFT  0.99967041   +2 21 21.8
 MK2016;UTM  14      - 4,567,056.907   714,174.206   MT  1.00016457   +1 41 04.8
 MK2016
 MK2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2016!SPC NE       -   0.99994133  x   0.99967041  =   0.99961176
 MK2016!UTM  14      -   0.99994133  x   1.00016457  =   1.00010589
 MK2016
 MK2016:                Primary Azimuth Mark                     Grid Az
 MK2016:SPC NE       -  MEAD MUNICIPAL TANK                      267 20 53.3
 MK2016:UTM  14      -  MEAD MUNICIPAL TANK                      268 01 10.3
 MK2016
 MK2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1417467056(NAD 83)
 MK2016
 MK2016|---------------------------------------------------------------------|
 MK2016| PID    Reference Object                     Distance      Geod. Az  |
 MK2016|                                                           dddmmss.s |
 MK2016| MK2019 YUTAN MUNICIPAL TANK                APPROX. 4.2 KM 0595016.0 |
 MK2016| CL7685 STORM RM 1                           18.956 METERS 11110     |
 MK2016| MK2015 MEAD ALMA LUTH CH SPIRE             APPROX. 3.9 KM 2682200.1 |
 MK2016| MK2017 MEAD MUNICIPAL TANK                 APPROX. 3.5 KM 2694215.1 |
 MK2016| CL7686 STORM RM 2                           15.359 METERS 32421     |
 MK2016|---------------------------------------------------------------------|
 MK2016
 MK2016                          SUPERSEDED SURVEY CONTROL
 MK2016
 MK2016  NAD 83(1986)-  41 13 35.64063(N)    096 26 41.02260(W) AD(       ) 2
 MK2016  NAD 27      -  41 13 35.63342(N)    096 26 39.93492(W) AD(       ) 2
 MK2016
 MK2016.Superseded values are not recommended for survey control.
 MK2016
 MK2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2016.See file dsdata.pdf to determine how the superseded data were derived.
 MK2016
 MK2016_MARKER: DS = TRIANGULATION STATION DISK
 MK2016_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK2016
 MK2016  HISTORY     - Date     Condition        Report By
 MK2016  HISTORY     - 1959     MONUMENTED       CGS
 MK2016  HISTORY     - 1961     GOOD             CGS
 MK2016  HISTORY     - 1967     GOOD             USGS
 MK2016
 MK2016                          STATION DESCRIPTION
 MK2016
 MK2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2016'THE STATION IS LOCATED, AIRLINE, ABOUT 2-1/4 MILES EAST-SOUTHEAST
 MK2016'OF MEAD AND 1/2 MILE SOUTH OF U.S. HIGHWAY 30A, IN THE NORTHWEST
 MK2016'CORNER OF A FARM YARD.
 MK2016'
 MK2016'TO REACH THE STATION FROM THE LARGE CO-OP GRAIN ELEVATOR IN
 MK2016'MEAD, GO NORTH ON STATE SPUR 692 FOR 0.3 MILE.  TURN RIGHT
 MK2016'ONTO U.S. HIGHWAY 30A AND GO EAST FOR 1.9 MILES TO A DIRT
 MK2016'CROSS-ROAD.  TURN RIGHT OFF THE HIGHWAY AND GO SOUTH ON A DIRT
 MK2016'ROAD FOR 0.5 MILE TO A FARM HOUSE ON THE LEFT, EAST SIDE AND
 MK2016'THE STATION.
 MK2016'
 MK2016'THE STATION IS A STANDARD DISK STAMPED STORM 1959 SET IN
 MK2016'TOP OF A MASS OF CONCRETE WHICH IS ABOUT 10 INCHES BELOW THE
 MK2016'GROUND.  IT IS 115 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK2016'OF A FARM HOUSE, 60 FEET EAST OF THE CENTER OF A FARM ROAD,
 MK2016'8 FEET SOUTH OF THE CENTER OF AN ENTRANCE ROAD AND 3 FEET
 MK2016'NORTH OF A WHITE BOARD FENCE.
 MK2016'
 MK2016'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STORM
 MK2016'NO 1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MK2016'WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME
 MK2016'ELEVATION AS THE STATION.  IT IS 45 FEET EAST-SOUTHEAST OF
 MK2016'A TELEPHONE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MK2016'
 MK2016'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STORM
 MK2016'NO 2 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MK2016'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS 1 FOOT HIGHER
 MK2016'THAN THE STATION.  IT IS 30 FEET EAST OF THE CENTER OF A FARM
 MK2016'ROAD, 2 FEET SOUTH OF A METAL WITNESS SIGN AND 1 FOOT EAST
 MK2016'OF A NORTH-SOUTH FENCE LINE.
 MK2016'
 MK2016'STATION COOP, WHICH IS ABOUT 2 MILES WEST-NORTHWEST, ON TOP
 MK2016'OF THE CO-OP GRAIN ELEVATOR IN THE TOWN OF MEAD WAS USED AS THE
 MK2016'AZIMUTH MARK.
 MK2016
 MK2016                          STATION RECOVERY (1961)
 MK2016
 MK2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2016'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 MK2016'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK2016'
 MK2016'THE STATION MARK, A STANDARD DISK STAMPED STORM 1959, IS SET
 MK2016'IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER AT THE
 MK2016'TOP, AND 10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 MK2016'ALONG THE SOUTH EDGE OF A TILLED FIELD, 150 FEET EAST OF A
 MK2016'NORTH-SOUTH GRAVELED ROAD AND 3.0 FEET NORTH OF AN EAST-WEST
 MK2016'BOARD FENCE WHICH BORDERS THE NORTH EDGE OF A LAWN.
 MK2016'
 MK2016'REFERENCE MARK 1, A STANDARD DISK STAMPED STORM NO 1 1959,
 MK2016'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE
 MK2016'AT THE TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MK2016'IT IS ALONG THE NORTH EDGE OF THE LAWN, 3.0 FEET SOUTH OF A
 MK2016'ROW OF SMALL TREES.
 MK2016'
 MK2016'REFERENCE MARK 2, A STANDARD DISK STAMPED STORM NO 2 1959,
 MK2016'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE
 MK2016'AT THE TOP, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MK2016'BENEATH THE EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH GRAVELED
 MK2016'ROAD AND 2.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 MK2016'
 MK2016'TO REACH THE STATION FROM THE JUNCTION OF THE MISSILE CONTROL
 MK2016'BASE ENTRANCE ROAD AND U.S. HIGHWAY 30 ALT., AT THE NORTHEAST
 MK2016'EDGE OF MEAD, DRIVE EAST ON U.S. HIGHWAY 30 ALT. FOR
 MK2016'2.0 MILES.  TURN RIGHT ONTO A GRAVELED ROAD AND DRIVE SOUTH
 MK2016'FOR 0.5 MILE TO THE SUMMIT OF A HILL, A FARM HOME, A FIELD
 MK2016'ENTRANCE ROAD AND THE STATION ON THE LEFT.
 MK2016
 MK2016                          STATION RECOVERY (1967)
 MK2016
 MK2016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GLD)
 MK2016'STATION MARK AND R.M. 1 WERE FOUND IN GOOD CONDITION.
 MK2016'R.M. 2 WAS NOT FOUND (NEW ROAD, PROBABLY DESTROYED).
 MK2016'
 MK2016'STATION MARK IS A STANDARD DISK STAMPED STORM 1959 SET IN THE TOP
 MK2016'OF A CONCRETE POST, 12 INCH IN DIAMETER AT THE TOP, AND IS
 MK2016'10 INCH BELOW THE SURFACE OF THE GROUND, 27 FT. S AND 60 FT.
 MK2016'E. OF CENTER LINE OF RD. AT DR. ESE., 8 FT. SSW OF CENTER LINE
 MK2016'DR., 2.5 FT. NNE OF A BOARD FENCE.
 MK2016'
 MK2016'THE TO REACH DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 OT0725 ***********************************************************************
 OT0725  DESIGNATION -  STORY
 OT0725  PID         -  OT0725
 OT0725  STATE/COUNTY-  NE/SIOUX
 OT0725  COUNTRY     -  US
 OT0725  USGS QUAD   -  WALLACE RANCH (2017)
 OT0725
 OT0725                         *CURRENT SURVEY CONTROL
 OT0725  ______________________________________________________________________
 OT0725* NAD 83(1995) POSITION- 43 00 05.21781(N) 103 55 21.16493(W)   ADJUSTED
 OT0725* NAVD 88 ORTHO HEIGHT -  1167.    (meters)     3829.    (feet) SCALED
 OT0725  ______________________________________________________________________
 OT0725  GEOID HEIGHT    -        -15.434 (meters)                     GEOID18
 OT0725  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 OT0725  HORZ ORDER      -  SECOND
 OT0725
 OT0725.The horizontal coordinates were established by classical geodetic methods
 OT0725.and adjusted by the National Geodetic Survey in August 1997.
 OT0725
 OT0725.The orthometric height was scaled from a topographic map.
 OT0725
 OT0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0725.GEOID18 height accuracy estimate available here.
 OT0725
 OT0725.Click photographs - Photos may exist for this station.
 OT0725
 OT0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0725
 OT0725. The following values were computed from the NAD 83(1995) position.
 OT0725
 OT0725;                    North         East     Units Scale Factor Converg.
 OT0725;SPC NE       -   359,036.462   180,268.837   MT  1.00000067   -2 35 58.1
 OT0725;SPC NE       - 1,177,938.79    591,432.01   sFT  1.00000067   -2 35 58.1
 OT0725;SPC SD S     -    80,544.582   307,440.508   MT  0.99996444   -2 28 33.7
 OT0725;SPC SD S     -   264,253.35  1,008,661.07   sFT  0.99996444   -2 28 33.7
 OT0725;SPC WY E     -   278,565.965   301,438.664   MT  1.00006404   +0 50 54.9
 OT0725;SPC WY E     -   913,928.50    988,970.02   sFT  1.00006404   +0 50 54.9
 OT0725;UTM  13      - 4,761,538.946   587,819.821   MT  0.99969488   +0 44 05.6
 OT0725
 OT0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0725!SPC NE       -   0.99981951  x   1.00000067  =   0.99982018
 OT0725!SPC SD S     -   0.99981951  x   0.99996444  =   0.99978395
 OT0725!SPC WY E     -   0.99981951  x   1.00006404  =   0.99988353
 OT0725!UTM  13      -   0.99981951  x   0.99969488  =   0.99951444
 OT0725
 OT0725:                Primary Azimuth Mark                     Grid Az
 OT0725:SPC NE       -  STORY AZ MK                              093 00 56.1
 OT0725:SPC SD S     -  STORY AZ MK                              092 53 31.7
 OT0725:SPC WY E     -  STORY AZ MK                              089 34 03.1
 OT0725:UTM  13      -  STORY AZ MK                              089 40 52.4
 OT0725
 OT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8781961538(NAD 83)
 OT0725
 OT0725|---------------------------------------------------------------------|
 OT0725| PID    Reference Object                     Distance      Geod. Az  |
 OT0725|                                                           dddmmss.s |
 OT0725| CQ4148 STORY RM 1                           16.962 METERS 03607     |
 OT0725| CQ4147 STORY AZ MK                                        0902458.0 |
 OT0725| CQ4149 STORY RM 2                           16.720 METERS 09853     |
 OT0725| OT0808 BOUNDARY MP 217 1/2 NE SD            15.438 METERS 25943     |
 OT0725|---------------------------------------------------------------------|
 OT0725
 OT0725                          SUPERSEDED SURVEY CONTROL
 OT0725
 OT0725  NAD 83(1993)-  43 00 05.21785(N)    103 55 21.16487(W) AD(       ) 2
 OT0725  NAD 83(1986)-  43 00 05.19576(N)    103 55 21.14819(W) AD(       ) 2
 OT0725  NAD 27      -  43 00 05.32900(N)    103 55 19.38700(W) AD(       ) 2
 OT0725
 OT0725.Superseded values are not recommended for survey control.
 OT0725
 OT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0725.See file dsdata.pdf to determine how the superseded data were derived.
 OT0725
 OT0725_MARKER: DS = TRIANGULATION STATION DISK
 OT0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0725_STAMPING: STORY 1941
 OT0725_MARK LOGO: CGS
 OT0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0725+STABILITY: SURFACE MOTION
 OT0725
 OT0725  HISTORY     - Date     Condition        Report By
 OT0725  HISTORY     - 1941     MONUMENTED       CGS
 OT0725  HISTORY     - 20090529 MARK NOT FOUND   NEDR
 OT0725
 OT0725                          STATION DESCRIPTION
 OT0725
 OT0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0725'STATION IS LOCATED ON THE NEBRASKA-SOUTH DAKOTA BOUNDARY LINE,
 OT0725'ABOUT 25 MILES N OF HARRISON, NEAR THE NE CORNER OF SEC. 21,
 OT0725'T. 35 N, R. 56 W, ON LAND OWNED BY A.L. MC DONALD.  IT IS
 OT0725'25 FEET N OF AN E-W FENCE LINE, 17 FEET NW OF A WHITE REFERENCE
 OT0725'POST, 15.438 METERS E OF BOUNDARY MONUMENT 217-1/2 AND 0.1 MILE
 OT0725'W OF A WIRE GATE.  IT IS STAMPED STORY 1941 AND PROJECTS ABOUT
 OT0725'6 INCHES.
 OT0725'
 OT0725'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0725'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 OT0725'
 OT0725'REFERENCE MARK NO. 1 IS 56 FEET N OF A FENCE, IS STAMPED
 OT0725'STORY NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 OT0725'
 OT0725'REFERENCE MARK NO. 2 IS 1 FOOT N OF AN E-W FENCE LINE, IS
 OT0725'STAMPED STORY NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 OT0725'
 OT0725'THE AZIMUTH MARK IS 0.15 MILE E OF A WIRE GATE, 4 FEET W OF A
 OT0725'WHITE REFERENCE POST AND 1 FOOT N OF AN E-W FENCE LINE.  IT
 OT0725'IS STAMPED STORY 1941 AND PROJECTS ABOUT 8 INCHES.
 OT0725'
 OT0725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 OT0725'STATE HIGHWAY 19 AT THE N SIDE OF HARRISON, GO N ON STATE
 OT0725'HIGHWAY 19 FOR 10.4 MILES TO A FORKS.  TAKE RIGHT FORK AND
 OT0725'GO 0.4 MILE TO ANOTHER FORKS.  TAKE LEFT FORK AND GO N 11 MILES
 OT0725'TO A TRACK ROAD LEFT (NW), TURN LEFT AND FOLLOW TRACK ROAD
 OT0725'ACROSS PASTURE FOR 1 MILE TO A GATE.  PASS THROUGH GATE AND
 OT0725'CONTINUE NW 2.7 MILES TO A GATE.  TURN LEFT THROUGH GATE AND
 OT0725'GO W ABOUT 0.1 MILE TO STATION NEAR FENCE.
 OT0725'
 OT0725'A 64-FOOT SIGNAL AT CONKLIN IS VISIBLE AT 60 FEET.
 OT0725'
 OT0725'A 4-FOOT SIGNAL AT FLUENT IS VISIBLE AT 60 FEET.
 OT0725'
 OT0725'A 64-FOOT SIGNAL AT KIRTLEY IS VISIBLE AT 50 FEET.
 OT0725'
 OT0725'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 OT0725
 OT0725                          STATION RECOVERY (2009)
 OT0725
 OT0725'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009
 OT0725'THE COUNTY IS WRONG FOR THIS STATION. IT SHOULD BE IN SIOUX CO NOT
 OT0725'DAWSON CO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 CO2473 ***********************************************************************
 CO2473  DESIGNATION -  STRANG AZ MK RESET
 CO2473  PID         -  CO2473
 CO2473  STATE/COUNTY-  NE/FILLMORE
 CO2473  COUNTRY     -  US
 CO2473  USGS QUAD   -  STRANG (2017)
 CO2473
 CO2473                         *CURRENT SURVEY CONTROL
 CO2473  ______________________________________________________________________
 CO2473* NAD 83(2011) POSITION- 40 25 22.15217(N) 097 36 10.32130(W)   ADJUSTED
 CO2473* NAD 83(2011) ELLIP HT-   468.369 (meters)        (06/27/12)   ADJUSTED
 CO2473* NAD 83(2011) EPOCH   -  2010.00
 CO2473* NAVD 88 ORTHO HEIGHT -   495.2   (meters)     1625.    (feet) GPS OBS
 CO2473  ______________________________________________________________________
 CO2473  NAVD 88 orthometric height was determined with geoid model    GEOID03
 CO2473  GEOID HEIGHT    -        -26.830 (meters)                     GEOID03
 CO2473  GEOID HEIGHT    -        -26.837 (meters)                     GEOID18
 CO2473  NAD 83(2011) X  -   -643,371.380 (meters)                     COMP
 CO2473  NAD 83(2011) Y  - -4,820,004.396 (meters)                     COMP
 CO2473  NAD 83(2011) Z  -  4,114,142.911 (meters)                     COMP
 CO2473  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 CO2473
 CO2473  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CO2473  Standards:
 CO2473         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CO2473            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CO2473  -------------------------------------------------------------------
 CO2473  NETWORK    0.65   1.45           0.30   0.22   0.74      0.05474707
 CO2473  -------------------------------------------------------------------
 CO2473  Click here for local accuracies and other accuracy information.
 CO2473
 CO2473.The horizontal coordinates were established by GPS observations
 CO2473.and adjusted by the National Geodetic Survey in June 2012.
 CO2473
 CO2473.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CO2473.been affixed to the stable North American tectonic plate. See 
 CO2473.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CO2473
 CO2473.The horizontal coordinates are valid at the epoch date displayed above
 CO2473.which is a decimal equivalence of Year/Month/Day.
 CO2473
 CO2473.The orthometric height was determined by GPS observations and a
 CO2473.high-resolution geoid model.
 CO2473
 CO2473.Significant digits in the geoid height do not necessarily reflect accuracy.
 CO2473.GEOID18 height accuracy estimate available here.
 CO2473
 CO2473.Click photographs - Photos may exist for this station.
 CO2473
 CO2473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO2473
 CO2473.The Laplace correction was computed from DEFLEC18 derived deflections.
 CO2473
 CO2473.The ellipsoidal height was determined by GPS observations
 CO2473.and is referenced to NAD 83.
 CO2473
 CO2473. The following values were computed from the NAD 83(2011) position.
 CO2473
 CO2473;                    North         East     Units Scale Factor Converg.
 CO2473;SPC NE       -    68,271.066   703,372.774   MT  0.99983555   +1 35 18.9
 CO2473;SPC NE       -   223,985.99  2,307,648.84   sFT  0.99983555   +1 35 18.9
 CO2473;UTM  14      - 4,475,624.934   618,521.922   MT  0.99977292   +0 54 21.7
 CO2473
 CO2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO2473!SPC NE       -   0.99992653  x   0.99983555  =   0.99976209
 CO2473!UTM  14      -   0.99992653  x   0.99977292  =   0.99969947
 CO2473
 CO2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1852175624(NAD 83)
 CO2473
 CO2473                          SUPERSEDED SURVEY CONTROL
 CO2473
 CO2473  NAD 83(2007)-  40 25 22.15212(N)    097 36 10.32195(W) AD(2002.00) 0
 CO2473  ELLIP H (02/10/07)  468.391  (m)                       GP(2002.00)    
 CO2473  NAD 83(1995)-  40 25 22.15189(N)    097 36 10.32123(W) AD(       ) B
 CO2473  ELLIP H (06/30/05)  468.374  (m)                       GP(       ) 4 1
 CO2473
 CO2473.Superseded values are not recommended for survey control.
 CO2473
 CO2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO2473.See file dsdata.pdf to determine how the superseded data were derived.
 CO2473
 CO2473_MARKER: DZ = AZIMUTH MARK DISK
 CO2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO2473_STAMPING: STRANG 1950 RESET 1964
 CO2473_MARK LOGO: CGS
 CO2473_PROJECTION: PROJECTING 15 CENTIMETERS
 CO2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO2473+STABILITY: SURFACE MOTION
 CO2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO2473+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 CO2473
 CO2473  HISTORY     - Date     Condition        Report By
 CO2473  HISTORY     - 1964     MONUMENTED       CGS
 CO2473  HISTORY     - 20030724 GOOD             NEDR
 CO2473  HISTORY     - 20080408 GOOD             JCLS
 CO2473  HISTORY     - 20200102 GOOD             NEGS
 CO2473  HISTORY     - 20200203 GOOD             NEGS
 CO2473
 CO2473                          STATION DESCRIPTION
 CO2473
 CO2473'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (KSM)
 CO2473'RECOVERED IN GOOD CONDITION BY NEBRASKA DEPARTMENT OF ROADS 2003 (KSM)
 CO2473'UPDATED DESCRIPTION. FROM THE JUNCTION OF U.S. 81 AND N-74 NORTH OF
 CO2473'STRANG, GO WEST ON  HWY 74 0.35 MILES TO THE MARK ON THE LEFT (SOUTH)
 CO2473'SIDE OF HIGHWAY.
 CO2473'
 CO2473'THE STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK IN A CONCRETE
 CO2473'POST PROJECTING 6  INCHES. IT IS 48 FEET SOUTH OF THE CENTER OF STATE
 CO2473'HIGHWAY 74, 2 FEET EAST-NORTHEASTOF A  CONCRETE ROW MARKER POST, 1.5
 CO2473'FEET WEST-NORTHWEST OF A STEEL WITNESS POST, 9 FEET  NORTH OF A CROP
 CO2473'LINE, 100.1 FEET SOUTH-SOUTHEAST OF A POWERPOLE GUY WIRE PIN. THE MARK
 CO2473'PROJECTS 6 INCHES AND THE DISK IS STAMPED STRANG 1950 RESET 1964.
 CO2473
 CO2473                          STATION RECOVERY (2008)
 CO2473
 CO2473'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 CO2473'RECOVERED IN GOOD CONDITION.
 CO2473
 CO2473                          STATION RECOVERY (2020)
 CO2473
 CO2473'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 CO2473'THE 2003 STATION DESCRIPTION IS STILL USEABLE.  THE MARK IS LOCATED AT
 CO2473'MILE POST 75 + 69 ON NEBRASKA STATE HIGHWAY.  74.
 CO2473
 CO2473                          STATION RECOVERY (2020)
 CO2473
 CO2473'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 CO2473'IT IS 2.0 FT (0.6 M) SOUTHWEST OF A ROW MARKER AND 1.5 FT (0.5 M)
 CO2473'EAST-SOUTHEAST OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0850 ***********************************************************************
 LG0850  CBN         -  This is a Cooperative Base Network Control Station.
 LG0850  DESIGNATION -  STRANG RESET
 LG0850  PID         -  LG0850
 LG0850  STATE/COUNTY-  NE/FILLMORE
 LG0850  COUNTRY     -  US
 LG0850  USGS QUAD   -  STRANG (2017)
 LG0850
 LG0850                         *CURRENT SURVEY CONTROL
 LG0850  ______________________________________________________________________
 LG0850* NAD 83(2011) POSITION- 40 25 23.03822(N) 097 35 41.04031(W)   ADJUSTED
 LG0850* NAD 83(2011) ELLIP HT-   471.621 (meters)        (06/27/12)   ADJUSTED
 LG0850* NAD 83(2011) EPOCH   -  2010.00
 LG0850* NAVD 88 ORTHO HEIGHT -   498.5   (meters)     1635.    (feet) GPS OBS
 LG0850  ______________________________________________________________________
 LG0850  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LG0850  GEOID HEIGHT    -        -26.799 (meters)                     GEOID93
 LG0850  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 LG0850  NAD 83(2011) X  -   -642,685.119 (meters)                     COMP
 LG0850  NAD 83(2011) Y  - -4,820,080.565 (meters)                     COMP
 LG0850  NAD 83(2011) Z  -  4,114,165.827 (meters)                     COMP
 LG0850  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 LG0850
 LG0850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0850  Standards:
 LG0850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0850  -------------------------------------------------------------------
 LG0850  NETWORK    0.37   0.94           0.17   0.12   0.48      0.00372176
 LG0850  -------------------------------------------------------------------
 LG0850  Click here for local accuracies and other accuracy information.
 LG0850
 LG0850.The horizontal coordinates were established by GPS observations
 LG0850.and adjusted by the National Geodetic Survey in June 2012.
 LG0850
 LG0850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0850.been affixed to the stable North American tectonic plate. See 
 LG0850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0850
 LG0850.The horizontal coordinates are valid at the epoch date displayed above
 LG0850.which is a decimal equivalence of Year/Month/Day.
 LG0850
 LG0850.The orthometric height was determined by GPS observations and a
 LG0850.high-resolution geoid model.
 LG0850
 LG0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0850.GEOID18 height accuracy estimate available here.
 LG0850
 LG0850.Click photographs - Photos may exist for this station.
 LG0850
 LG0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0850
 LG0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0850
 LG0850.The ellipsoidal height was determined by GPS observations
 LG0850.and is referenced to NAD 83.
 LG0850
 LG0850. The following values were computed from the NAD 83(2011) position.
 LG0850
 LG0850;                    North         East     Units Scale Factor Converg.
 LG0850;SPC NE       -    68,317.546   704,061.892   MT  0.99983547   +1 35 38.3
 LG0850;SPC NE       -   224,138.48  2,309,909.72   sFT  0.99983547   +1 35 38.3
 LG0850;UTM  14      - 4,475,663.199   619,211.502   MT  0.99977493   +0 54 40.7
 LG0850
 LG0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0850!SPC NE       -   0.99992602  x   0.99983547  =   0.99976150
 LG0850!UTM  14      -   0.99992602  x   0.99977493  =   0.99970097
 LG0850
 LG0850:                Primary Azimuth Mark                     Grid Az
 LG0850:SPC NE       -  STRANG AZ MK RESET                       266 07 37.3
 LG0850:UTM  14      -  STRANG AZ MK RESET                       266 48 34.9
 LG0850
 LG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1921175663(NAD 83)
 LG0850
 LG0850|---------------------------------------------------------------------|
 LG0850| PID    Reference Object                     Distance      Geod. Az  |
 LG0850|                                                           dddmmss.s |
 LG0850| LG0848 OHIOWA MUNICIPAL TANK               APPROX.12.1 KM 0963013.0 |
 LG0850| CO2474 STRANG RM 1                          13.822 METERS 10759     |
 LG0850| CO2476 STRANG RM 3                          38.572 METERS 15258     |
 LG0850| LG0852 BRUNING MUNICIPAL TANK              APPROX.10.0 KM 1655845.7 |
 LG0850| CO2477 STRANG RM 4                          54.964 METERS 23031     |
 LG0850| CO2475 STRANG RM 2                          12.652 METERS 24948     |
 LG0850| LG0859 SHICKLEY MUNICIPAL TANK             APPROX.11.0 KM 2670401.4 |
 LG0850| CO2473 STRANG AZ MK RESET                  APPROX. 0.7 KM 2674315.6 |
 LG0850| CO2472 STRANG AZ MK                                       2682440.2 |
 LG0850|---------------------------------------------------------------------|
 LG0850
 LG0850                          SUPERSEDED SURVEY CONTROL
 LG0850
 LG0850  NAD 83(2007)-  40 25 23.03818(N)    097 35 41.04096(W) AD(2002.00) 0
 LG0850  ELLIP H (02/10/07)  471.643  (m)                       GP(2002.00)    
 LG0850  ELLIP H (07/10/01)  471.600  (m)                       GP(       ) 4 1
 LG0850  NAD 83(1995)-  40 25 23.03793(N)    097 35 41.04024(W) AD(       ) B
 LG0850  ELLIP H (06/25/96)  471.693  (m)                       GP(       ) 1 1
 LG0850  NAD 83(1986)-  40 25 23.04372(N)    097 35 41.04220(W) AD(       ) 3
 LG0850  NAD 27      -  40 25 23.04300(N)    097 35 39.89000(W) AD(       ) 3
 LG0850  NGVD 29             499.25   (m)         1638.0    (f) LEVELING    3  
 LG0850
 LG0850.Superseded values are not recommended for survey control.
 LG0850
 LG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0850.See file dsdata.pdf to determine how the superseded data were derived.
 LG0850
 LG0850_MARKER: DS = TRIANGULATION STATION DISK
 LG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0850_STAMPING: STRANG 1950 1968
 LG0850_MARK LOGO: CGS
 LG0850_PROJECTION: FLUSH
 LG0850_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0850+STABILITY: SURFACE MOTION
 LG0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0850+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 LG0850
 LG0850  HISTORY     - Date     Condition        Report By
 LG0850  HISTORY     - 1968     MONUMENTED       CGS
 LG0850  HISTORY     - 19950717 GOOD             NGS
 LG0850  HISTORY     - 20000605 GOOD             NEDR
 LG0850  HISTORY     - 20050427 MARK NOT FOUND   NEDR
 LG0850
 LG0850                          STATION DESCRIPTION
 LG0850
 LG0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0850'STATION STRANG WAS RECOVERED AND HAD TO BE LOWERED DUE TO
 LG0850'ROAD CONSTRUCTION.  THE SURFACE STATION MARK WAS FOUND TO BE 0.09
 LG0850'FEET SOUTH-SOUTHWEST OF THE UNDERGROUND MARK.  REFERENCE MARK NO.
 LG0850'3, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK WERE RECOVERED
 LG0850'AND FOUND IN GOOD CONDITION.  THE 1964 DESCRIPTION WAS ADEQUATE
 LG0850'FOR RECOVERY.
 LG0850'
 LG0850'THE STATION MARK WAS LOWERED HOLDING THE POSITION OF THE UNDERGROUND
 LG0850'MARK AND THE SURFACE MARK SHOULD BE FLUSH WITH THE SURFACE OF
 LG0850'THE GROUND.  THE STATION MARK, A STANDARD DISK STAMPED STRANG
 LG0850'1950 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LG0850'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND DISK,
 LG0850'STAMPED STRANG 1950 1968, IS SET IN THE TOP OF AN IRREGULAR MASS
 LG0850'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.  WITNESS
 LG0850'POSTS WERE SET 1 FOOT NORTH AND 1 FOOT SOUTH OF THE STATION
 LG0850'MARK.
 LG0850'
 LG0850'TO REACH THE STATION FROM THE FLAGPOLE IN STRANG, GO WEST ON A
 LG0850'GRAVELED ROAD FOR 0.5 MILE TO A T-INTERSECTION.  TURN RIGHT,
 LG0850'CROSSING RAILROAD TRACKS, AND GO NORTH ON A GRAVELED ROAD FOR
 LG0850'0.5 MILE TO A CROSSROAD AND STATE HIGHWAY 79.  (TURN LEFT AND GO
 LG0850'WEST ON STATE HIGHWAY 79 FOR 0.3 MILE TO THE AZIMUTH MARK ON
 LG0850'THE LEFT.) TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.05
 LG0850'MILE TO THE STATION ON THE LEFT.
 LG0850'
 LG0850'REFERENCE MARK NO. 3 IS 126.55 FEET SOUTH-SOUTHEAST OF THE
 LG0850'STATION, 60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 74, AND
 LG0850'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LG0850'DISK IS STAMPED STRANG NO 3 1950.
 LG0850'
 LG0850'NOTE- REFERENCE MARK NO. 3 WAS OBSTRUCTED BY ROAD EQUIPMENT AND
 LG0850'COULD NOT BE MEASURED OR OBSERVED ON.
 LG0850'
 LG0850'REFERENCE MARK NO. 4 IS 180.35 FEET SOUTHWEST OF THE STATION,
 LG0850'240 FEET EAST OF A NORTH-SOUTH GRAVEL ROAD, 130 FEET EAST
 LG0850'OF A FENCE CORNER, 129 FEET EAST OF A CONCRETE ROW POST
 LG0850'60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 74, AND 1 FOOT
 LG0850'NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LG0850'IS STAMPED STRANG NO 4 1950.
 LG0850'
 LG0850'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, ABOUT 200 YARDS
 LG0850'EAST OF WHERE RAILROAD CROSSES STATE HIGHWAY 74, 50 FEET
 LG0850'SOUTH OF THE CENTER OF STATE HIGHWAY 74, 2 FEET EAST-NORTHEAST
 LG0850'OF A CONCRETE ROW MARKER POST, 1.5 FEET WEST-NORTHWEST OF A
 LG0850'NEW STEEL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE
 LG0850'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED STRANG 1950
 LG0850'RESET 1964.
 LG0850'
 LG0850'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG0850'HIGHWAY 74 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG0850'
 LG0850'THE DISTANCE BETWEEN REFERENCE MARKS IS 196.80 FEET.
 LG0850'
 LG0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 LG0850'NORTHWEST OF STRANG.
 LG0850
 LG0850                          STATION RECOVERY (1995)
 LG0850
 LG0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0850'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF GENEVA, 7 MI
 LG0850'(11.3 KM) EAST OF SHICKLEY, 1 MI (1.6 KM) NORTHWEST OF STRANG, JUST
 LG0850'WEST OF THE JUNCTION OF STATE HIGHWAY 74 WITH U.S. HIGHWAY 81 LEADING
 LG0850'NORTH, IN THE SW1/4, SEC6, T5N, R2W AND ON HIGHWAY RIGHT-OF-WAY.
 LG0850'
 LG0850'TO REACH THE MARK FROM THE POST OFFICE IN STRANG, GO NORTH ON STATE
 LG0850'ROAD 30D SPUR FOR 0.55 MI (0.89 KM) TO THE JUNCTION WITH U.S. HIGHWAY
 LG0850'81 AND STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON THE HIGHWAYS FOR
 LG0850'0.25 MI (0.40 KM) TO WHERE HIGHWAY 74 CONTINUES WEST.  CONTINUE WEST
 LG0850'ON HIGHWAY 74 FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 LG0850'
 LG0850'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LG0850'RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.  IT IS 129.0 FT
 LG0850'(39.3 M) EAST OF THE WEST ONE OF 2 DRIVES LEADING TO A ROAD SPOILS
 LG0850'STORAGE AREA, 96.0 FT (29.3 M) WEST OF THE EAST DRIVE, 54.0 FT
 LG0850'(16.5 M) NORTH OF THE CENTERLINE OF HIGHWAY 74, 36.6 FT (11.2 M)
 LG0850'EAST-SOUTHEAST OF A UTILITY POLE, 3.6 FT (1.1 M) SOUTH OF A WITNESS
 LG0850'POST AND ABOUT 3.5 FT (1.1 M) LOWER THAN THE HIGHWAY.
 LG0850'
 LG0850'NOTE--U.S.  HIGHWAY 81 WILL BE RE-ALIGNED, AND 4-LANE, PASSING TO THE
 LG0850'WEST OF THE MARK, IN THE NEAR FUTURE.
 LG0850
 LG0850                          STATION RECOVERY (2000)
 LG0850
 LG0850'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0850'RECOVERED AS DESCRIBED.
 LG0850
 LG0850                          STATION RECOVERY (2005)
 LG0850
 LG0850'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (PJS)
 LG0850'THIS MARK IS BELIEVED TO HAVE BEEN DESTROYED DUE TO ROAD CONSTRUCTION
 LG0850'AND THE NEW DOR BUILDING. STRANG AZ MK RESET, PID CO2473, WAS
 LG0850'POSITIONED USING GPS TO HORZ ORDER B STANDARDS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1744 ***********************************************************************
 NM1744  DESIGNATION -  STRATMAN
 NM1744  PID         -  NM1744
 NM1744  STATE/COUNTY-  NE/CEDAR
 NM1744  COUNTRY     -  US
 NM1744  USGS QUAD   -  SAINT HELENA (2017)
 NM1744
 NM1744                         *CURRENT SURVEY CONTROL
 NM1744  ______________________________________________________________________
 NM1744* NAD 83(1995) POSITION- 42 48 25.53004(N) 097 13 29.41973(W)   ADJUSTED
 NM1744* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 NM1744  ______________________________________________________________________
 NM1744  GEOID HEIGHT    -        -25.536 (meters)                     GEOID18
 NM1744  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 NM1744  HORZ ORDER      -  THIRD
 NM1744
 NM1744.The horizontal coordinates were established by classical geodetic methods
 NM1744.and adjusted by the National Geodetic Survey in August 1997.
 NM1744
 NM1744.The orthometric height was scaled from a topographic map.
 NM1744
 NM1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1744.GEOID18 height accuracy estimate available here.
 NM1744
 NM1744.Click photographs - Photos may exist for this station.
 NM1744
 NM1744.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1744
 NM1744. The following values were computed from the NAD 83(1995) position.
 NM1744
 NM1744;                    North         East     Units Scale Factor Converg.
 NM1744;SPC NE       -   333,834.262   726,938.202   MT  0.99991725   +1 50 20.7
 NM1744;SPC NE       - 1,095,254.57  2,384,963.08   sFT  0.99991725   +1 50 20.7
 NM1744;SPC SD S     -    57,388.690   854,203.407   MT  1.00000632   +2 08 39.8
 NM1744;SPC SD S     -   188,282.73  2,802,499.01   sFT  1.00000632   +2 08 39.8
 NM1744;UTM  14      - 4,740,921.171   645,144.103   MT  0.99985918   +1 12 23.4
 NM1744
 NM1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1744!SPC NE       -   0.99994328  x   0.99991725  =   0.99986054
 NM1744!SPC SD S     -   0.99994328  x   1.00000632  =   0.99994960
 NM1744!UTM  14      -   0.99994328  x   0.99985918  =   0.99980247
 NM1744
 NM1744:                Primary Azimuth Mark                     Grid Az
 NM1744:SPC NE       -  STRATMAN AZ MK                           307 10 03.3
 NM1744:SPC SD S     -  STRATMAN AZ MK                           306 51 44.2
 NM1744:UTM  14      -  STRATMAN AZ MK                           307 48 00.6
 NM1744
 NM1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4514440921(NAD 83)
 NM1744
 NM1744|---------------------------------------------------------------------|
 NM1744| PID    Reference Object                     Distance      Geod. Az  |
 NM1744|                                                           dddmmss.s |
 NM1744| CO4644 STRATMAN RM 1                        12.552 METERS 04545     |
 NM1744| CO4643 STRATMAN AZ MK                                     3090024.0 |
 NM1744| CO4645 STRATMAN RM 2                        12.911 METERS 31838     |
 NM1744|---------------------------------------------------------------------|
 NM1744
 NM1744                          SUPERSEDED SURVEY CONTROL
 NM1744
 NM1744  NAD 83(1986)-  42 48 25.53720(N)    097 13 29.41079(W) AD(       ) 3
 NM1744  NAD 27      -  42 48 25.54600(N)    097 13 28.22300(W) AD(       ) 3
 NM1744
 NM1744.Superseded values are not recommended for survey control.
 NM1744
 NM1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1744.See file dsdata.pdf to determine how the superseded data were derived.
 NM1744
 NM1744_MARKER: P = PIPE CAP
 NM1744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1744_MARK LOGO: MORC
 NM1744_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1744
 NM1744  HISTORY     - Date     Condition        Report By
 NM1744  HISTORY     - UNK      MONUMENTED       MORC
 NM1744
 NM1744                          STATION DESCRIPTION
 NM1744
 NM1744'DESCRIBED BY MISSOURI RIVER COMMISSION UNK (MEW)
 NM1744'STATION IS LOCATED ABOUT 7 MILES NORTH NORTHEAST OF BOW VALLEY
 NM1744'ON BLUFF OVER-LOOKING THE MISSOURI RIVER.  STATION IS ABOUT 30
 NM1744'PACES SOUTH OF EDGE OF BLUFF.  STATION IS A STANDARD MISSOURI
 NM1744'RIVER COMMISSION MARK WHICH IS A 2-1/2 INCH IRON PIPE WITH CAP
 NM1744'SET IN A SQUARE BLOCK OF CONCRETE AND PROJECTS ABOUT 10 INCHES.
 NM1744'
 NM1744'REFERENCE MARK NO. 1 IS 41.18 FEET NORTH NORTHEAST OF STATION.
 NM1744'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NM1744'STRATMAN MRC NO 1 1948.
 NM1744'
 NM1744'REFERENCE MARK NO. 2 IS 42.36 FEET NORTHWEST OF STATION.  THE
 NM1744'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STRATMAN
 NM1744'MRC NO 2 1948.
 NM1744'
 NM1744'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST NORTHWEST OF STATION
 NM1744'AND 3 FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 NM1744'AND THE DISK IS STAMPED STRATMAN MRC 1948.
 NM1744'
 NM1744'TO REACH STATION FROM CROSSROADS IN BOW VALLEY GO NORTH ON MAIN
 NM1744'GRAVEL ROAD FOR 7 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO
 NM1744'ALONG TOP OF BLUFF FOR 0.9 MILE TO FARM ROAD LEFT AND WOODEN
 NM1744'GATE.  PASS THROUGH GATE AND GO 0.05 MILE TO ANOTHER WOODEN
 NM1744'GATE.  GO THROUGH GATE AND BEAR TO THE LEFT CROSSING CREEK BED.
 NM1744'CONTINUE ALONG DIM TRACK ROAD ON EAST SIDE OF CREEK FOR ABOUT
 NM1744'0.2 MILE TO CREEK FORK.  CROSS RIGHT FORK AND KEEP RIGHT ALONG
 NM1744'EDGE OF HILL FOR 0.1 MILE.  TURN LEFT AND GO UP HILL TO
 NM1744'STATION NEAR EDGE OF BLUFF AS DESCRIBED.
 NM1744'
 NM1744'TO REACH AZIMUTH MARK FROM STATION GO WEST NORTHWEST ACROSS
 NM1744'FIELD FOR APPROXIMATELY 0.2 MILE TO AZIMUTH AS DESCRIBED.
 NM1744'
 NM1744'A 100 FOOT SIGNAL AT STATION YOUNG (MRC) IS VISIBLE FROM THE
 NM1744'GROUND.
 NM1744'
 NM1744'A 100 FOOT SIGNAL AT STATION WILLOW IS VISIBLE FROM THE GROUND.
 NM1744'
 NM1744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0488 ***********************************************************************
 LJ0488  DESIGNATION -  STRATTON STANDPIPE
 LJ0488  PID         -  LJ0488
 LJ0488  STATE/COUNTY-  NE/HITCHCOCK
 LJ0488  COUNTRY     -  US
 LJ0488  USGS QUAD   -  STRATTON (2017)
 LJ0488
 LJ0488                         *CURRENT SURVEY CONTROL
 LJ0488  ______________________________________________________________________
 LJ0488* NAD 83(1995) POSITION- 40 09 12.33449(N) 101 13 35.27361(W)   ADJUSTED
 LJ0488  ______________________________________________________________________
 LJ0488  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 LJ0488  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 LJ0488  HORZ ORDER      -  THIRD
 LJ0488
 LJ0488.The horizontal coordinates were established by classical geodetic methods
 LJ0488.and adjusted by the National Geodetic Survey in August 1997.
 LJ0488
 LJ0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0488.GEOID18 height accuracy estimate available here.
 LJ0488
 LJ0488.Click photographs - Photos may exist for this station.
 LJ0488
 LJ0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0488
 LJ0488. The following values were computed from the NAD 83(1995) position.
 LJ0488
 LJ0488;                    North         East     Units Scale Factor Converg.
 LJ0488;SPC NE       -    36,282.630   395,512.592   MT  0.99993418   -0 48 46.0
 LJ0488;SPC NE       -   119,037.26  1,297,610.90   sFT  0.99993418   -0 48 46.0
 LJ0488;UTM  14      - 4,447,162.797   310,367.523   MT  1.00004270   -1 26 10.1
 LJ0488
 LJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1036747162(NAD 83)
 LJ0488
 LJ0488                          SUPERSEDED SURVEY CONTROL
 LJ0488
 LJ0488  NAD 83(1986)-  40 09 12.33385(N)    101 13 35.27672(W) AD(       ) 3
 LJ0488  NAD 27      -  40 09 12.35000(N)    101 13 33.69000(W) AD(       ) 3
 LJ0488
 LJ0488.Superseded values are not recommended for survey control.
 LJ0488
 LJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0488.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0488
 LJ0488_MARKER: 52 = STANDPIPE TANK
 LJ0488
 LJ0488  HISTORY     - Date     Condition        Report By
 LJ0488  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0488
 LJ0488                          STATION DESCRIPTION
 LJ0488
 LJ0488'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0360 ***********************************************************************
 MM0360  DESIGNATION -  STREET
 MM0360  PID         -  MM0360
 MM0360  STATE/COUNTY-  NE/CUSTER
 MM0360  COUNTRY     -  US
 MM0360  USGS QUAD   -  LINSCOTT (2017)
 MM0360
 MM0360                         *CURRENT SURVEY CONTROL
 MM0360  ______________________________________________________________________
 MM0360* NAD 83(1995) POSITION- 41 39 48.62586(N) 100 00 49.05370(W)   ADJUSTED
 MM0360* NAVD 88 ORTHO HEIGHT -   886.    (meters)     2907.    (feet) SCALED
 MM0360  ______________________________________________________________________
 MM0360  GEOID HEIGHT    -        -22.218 (meters)                     GEOID18
 MM0360  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 MM0360  HORZ ORDER      -  FIRST
 MM0360
 MM0360.The horizontal coordinates were established by classical geodetic methods
 MM0360.and adjusted by the National Geodetic Survey in August 1997.
 MM0360
 MM0360.The orthometric height was scaled from a topographic map.
 MM0360
 MM0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0360.GEOID18 height accuracy estimate available here.
 MM0360
 MM0360.Click photographs - Photos may exist for this station.
 MM0360
 MM0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0360
 MM0360. The following values were computed from the NAD 83(1995) position.
 MM0360
 MM0360;                    North         East     Units Scale Factor Converg.
 MM0360;SPC NE       -   203,195.920   498,865.528   MT  0.99966237   -0 00 32.5
 MM0360;SPC NE       -   666,651.95  1,636,694.65   sFT  0.99966237   -0 00 32.5
 MM0360;UTM  14      - 4,612,913.147   415,612.581   MT  0.99968763   -0 40 25.9
 MM0360
 MM0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0360!SPC NE       -   0.99986449  x   0.99966237  =   0.99952691
 MM0360!UTM  14      -   0.99986449  x   0.99968763  =   0.99955216
 MM0360
 MM0360:                Primary Azimuth Mark                     Grid Az
 MM0360:SPC NE       -  STREET AZ MK                             068 58 26.3
 MM0360:UTM  14      -  STREET AZ MK                             069 38 19.7
 MM0360
 MM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1561212913(NAD 83)
 MM0360
 MM0360|---------------------------------------------------------------------|
 MM0360| PID    Reference Object                     Distance      Geod. Az  |
 MM0360|                                                           dddmmss.s |
 MM0360| CO2478 STREET AZ MK                                       0685753.8 |
 MM0360| CO2479 STREET RM 1                          63.216 METERS 24250     |
 MM0360| CO2480 STREET RM 2                          77.877 METERS 29751     |
 MM0360|---------------------------------------------------------------------|
 MM0360
 MM0360                          SUPERSEDED SURVEY CONTROL
 MM0360
 MM0360  NAD 83(1986)-  41 39 48.63329(N)    100 00 49.06045(W) AD(       ) 1
 MM0360  NAD 27      -  41 39 48.63000(N)    100 00 47.59300(W) AD(       ) 1
 MM0360
 MM0360.Superseded values are not recommended for survey control.
 MM0360
 MM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0360.See file dsdata.pdf to determine how the superseded data were derived.
 MM0360
 MM0360_MARKER: DS = TRIANGULATION STATION DISK
 MM0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0360_STAMPING: STREET 1934
 MM0360_MARK LOGO: CGS
 MM0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0360+STABILITY: SURFACE MOTION
 MM0360
 MM0360  HISTORY     - Date     Condition        Report By
 MM0360  HISTORY     - 1934     MONUMENTED       CGS
 MM0360
 MM0360                          STATION DESCRIPTION
 MM0360
 MM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0360'STATION IS IN THE NORTHWEST QUARTER OF SEC. 31, T. 20 N.,
 MM0360'R. 23 W., ABOUT 0.4 MILE SOUTH OF THE NORTH LINE AND 0.3 MILE
 MM0360'EAST OF THE WEST LINE OF THE ABOVE QUARTER, ABOUT 8-1/2 MILES
 MM0360'WEST-NORTHWEST FROM ANSELMO AND 12-1/4 MILES SOUTH-SOUTHEAST
 MM0360'FROM DUNNING, ON THE SUMMIT OF THE HIGHEST AND MOST SOUTHEASTERLY
 MM0360'OF A SERIES OF SAND HILLS, IN PASTURE LAND, THE PROPERTY OF
 MM0360'CHARLES M. STREET, AND ABOUT 3/4 MILE WEST-SOUTHWEST OF THE
 MM0360'HOME OF O.L. JOHNSON.
 MM0360'
 MM0360'STATION IS REACHED FROM THE RAILROAD STATION IN ANSELMO BY
 MM0360'GOING NORTH ON STATE ROUTE 2 FOR 3.2 MILES, TAKE SAND ROAD
 MM0360'WEST-NORTHWEST (LEFT) AND GO 4.2 MILES ON MAIN ROAD TO A WHITE
 MM0360'SCHOOL BUILDING ON LEFT (HOOSIER VALLEY, DISTRICT 252), CONTINUE
 MM0360'STRAIGHT AHEAD FOR 0.95 MILE TO ONE-STORY WHITE HOUSE ON
 MM0360'THE LEFT (SOUTH).  TURNING TO LEFT AND KEEPING ON RIGHT OF
 MM0360'WINDMILL, GO TO WIRE GATE BETWEEN BARN AND HOG PENS, FROM THIS
 MM0360'POINT THE STATION BEARS MAGNETICALLY N. 122 DEG W. AND IS 0.7
 MM0360'MILE DISTANT.  A TRUCK CAN BE DRIVEN TO WITHIN 50 YARDS OF
 MM0360'STATION.  MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 MM0360'
 MM0360'REFERENCE MARK NO. 1 IS 207.40 FEET SOUTHWEST OF STATION ON
 MM0360'SOUTHERN END OF SMALL RIDGE, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 MM0360'
 MM0360'REFERENCE MARK NO. 2 IS 255.55 FEET NORTHWEST OF STATION ON
 MM0360'PEAK OF SANDHILL, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 MM0360'
 MM0360'AZIMUTH MARK IS 0.7 MILE EAST OF STATION, 20 FEET SOUTH OF
 MM0360'NORTHWEST CORNER OF FENCE AROUND A GROVE OF TREES.  IT IS IN
 MM0360'THE FENCE LINE, AND IT PROJECTS 6 INCHES ABOVE THE GROUND.  TO
 MM0360'REACH FROM STATION GO EAST-NORTHEAST FOR 0.7 MILE TO GATE ENTERING
 MM0360'STATION.  MARK IS THEN ON THE RIGHT.
 MM0360'
 MM0360'HEIGHT OF LIGHT ABOVE STATION MARK - 4.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0444 ***********************************************************************
 MM0444  DESIGNATION -  STREIFF
 MM0444  PID         -  MM0444
 MM0444  STATE/COUNTY-  NE/MCPHERSON
 MM0444  COUNTRY     -  US
 MM0444  USGS QUAD   -  SNYDER LAKE (2017)
 MM0444
 MM0444                         *CURRENT SURVEY CONTROL
 MM0444  ______________________________________________________________________
 MM0444* NAD 83(1995) POSITION- 41 33 57.76808(N) 101 13 36.75408(W)   ADJUSTED
 MM0444* NAVD 88 ORTHO HEIGHT -  1082.67  (+/-2cm)     3552.1   (feet) VERTCON
 MM0444  ______________________________________________________________________
 MM0444  GEOID HEIGHT    -        -20.890 (meters)                     GEOID18
 MM0444  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 MM0444  HORZ ORDER      -  FIRST
 MM0444  VERT ORDER      -  THIRD ? (See Below)
 MM0444
 MM0444.The horizontal coordinates were established by classical geodetic methods
 MM0444.and adjusted by the National Geodetic Survey in August 1997.
 MM0444
 MM0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0444
 MM0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0444.GEOID18 height accuracy estimate available here.
 MM0444
 MM0444.The vertical order pertains to the NGVD 29 superseded value.
 MM0444
 MM0444.Click photographs - Photos may exist for this station.
 MM0444
 MM0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0444
 MM0444. The following values were computed from the NAD 83(1995) position.
 MM0444
 MM0444;                    North         East     Units Scale Factor Converg.
 MM0444;SPC NE       -   193,100.804   397,703.006   MT  0.99965914   -0 48 47.0
 MM0444;SPC NE       -   633,531.55  1,304,797.28   sFT  0.99965914   -0 48 47.0
 MM0444;UTM  14      - 4,603,991.408   314,322.031   MT  1.00002429   -1 28 40.5
 MM0444
 MM0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0444!SPC NE       -   0.99983349  x   0.99965914  =   0.99949268
 MM0444!UTM  14      -   0.99983349  x   1.00002429  =   0.99985777
 MM0444
 MM0444:                Primary Azimuth Mark                     Grid Az
 MM0444:SPC NE       -  STREIFF AZ MK                            298 45 02.0
 MM0444:UTM  14      -  STREIFF AZ MK                            299 24 55.5
 MM0444
 MM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1432203991(NAD 83)
 MM0444
 MM0444|---------------------------------------------------------------------|
 MM0444| PID    Reference Object                     Distance      Geod. Az  |
 MM0444|                                                           dddmmss.s |
 MM0444| CP8722 STREIFF RM 1                         30.145 METERS 03757     |
 MM0444| CP8723 STREIFF RM 2                         31.967 METERS 18338     |
 MM0444| CP8721 STREIFF AZ MK                                      2975615.0 |
 MM0444|---------------------------------------------------------------------|
 MM0444
 MM0444                          SUPERSEDED SURVEY CONTROL
 MM0444
 MM0444  NAD 83(1986)-  41 33 57.76999(N)    101 13 36.76026(W) AD(       ) 1
 MM0444  NAD 27      -  41 33 57.79300(N)    101 13 35.15700(W) AD(       ) 1
 MM0444  NGVD 29            1082.28   (m)         3550.8    (f) LEVELING    3  
 MM0444
 MM0444.Superseded values are not recommended for survey control.
 MM0444
 MM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0444.See file dsdata.pdf to determine how the superseded data were derived.
 MM0444
 MM0444_MARKER: DS = TRIANGULATION STATION DISK
 MM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0444_STAMPING: STREIFF 1933
 MM0444_MARK LOGO: CGS
 MM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0444+STABILITY: SURFACE MOTION
 MM0444
 MM0444  HISTORY     - Date     Condition        Report By
 MM0444  HISTORY     - 1933     MONUMENTED       CGS
 MM0444  HISTORY     - 1946     GOOD             CGS
 MM0444
 MM0444                          STATION DESCRIPTION
 MM0444
 MM0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0444'ABOUT 14 MILES WEST OF TRYON IN THE NORTHWEST QUARTER SEC.
 MM0444'3, T. 18 N., R. 34 W., ON LAND OWNED BY MRS. ANNA STREIFF, WHO
 MM0444'LIVES AT SOUTH BASE OF HILL.
 MM0444'
 MM0444'REACHED FROM TRYON BY U.S. HIGHWAY 183 WEST ON GRADED ROAD 11.3
 MM0444'MILES.  CONTINUE ON MAIN ROAD WHICH TURNS LEFT OFF SECTION LINE
 MM0444'AND DETOURS AROUND HILL 2.9 MILES TO A CROSS ROAD SOUTH OF RANCH
 MM0444'AND LARGE GROVE OF TREES.  TURN NORTH 0.3 MILE TO FENCE CORNER
 MM0444'JUST SOUTH OF GROVE OF TREES.  FROM HERE WORK WAY UP RIDGE,
 MM0444'ABOUT 0.9 MILE, TO POINT ON THE NORTHWEST AND HIGHEST SUMMIT OF
 MM0444'PROMINENT SAND HILL.
 MM0444'
 MM0444'REFERENCE MARK NO. 1 IS NORTHEAST BY NORTH OF STATION.
 MM0444'
 MM0444'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION AND AZIMUTH
 MM0444'MARK IS NORTHWEST OF STATION IN NORTH-AND-SOUTH FENCE, NEAR
 MM0444'FENCE CORNER.
 MM0444'
 MM0444'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME KNOLL
 MM0444'AS STATION.
 MM0444'
 MM0444'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0444'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0444'
 MM0444'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.07 METERS.
 MM0444
 MM0444                          STATION RECOVERY (1946)
 MM0444
 MM0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0444'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF
 MM0444'THE DISTANCE TO REFERENCE MARK NO. 2 WHICH WAS FOUND TO BE 2.63
 MM0444'FEET LONGER.  DESCRIPTION FOLLOWS--
 MM0444'
 MM0444'LOCATED ABOUT 14 MILES WEST OF TRYON NEAR THE NORTHWEST EDGE OF
 MM0444'A PROMINENT SAND RIDGE.  IT IS STAMPED STREIFF 1933 AND PROJECTS
 MM0444'24 INCHES.
 MM0444'
 MM0444'REFERENCE MARK NO. 1 IS ABOUT 15 FEET LOWER THAN THE STATION.
 MM0444'IT IS STAMPED STREIFF NO 1 1933 AND PROJECTS 6 INCHES.
 MM0444'
 MM0444'REFERENCE MARK NO. 2 IS ABOUT 8 FEET LOWER THAN THE STATION.  IT
 MM0444'IS STAMPED STREIFF NO 2 1933 AND PROJECTS 6 INCHES.
 MM0444'
 MM0444'THE AZIMUTH MARK IS 4 FEET EAST OF A FENCE CORNER.  IT IS A
 MM0444'REFERENCE MARK DISK STAMPED STREIFF AZIMUTH 1933 AND PROJECTS
 MM0444'8 INCHES.
 MM0444'
 MM0444'A USGLO DISK IS 1 FOOT WEST OF THE FENCE CORNER.  IT IS A
 MM0444'STANDARD DISK STAMPED T 19 N R 34 W T 18 N 1909 BOLTED TO A
 MM0444'3-INCH IRON PIPE THAT PROJECTS 12 INCHES.
 MM0444'
 MM0444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND
 MM0444'A DIRT ROAD AT THE WEST EDGE OF TRYON, GO WEST ON THE DIRT ROAD
 MM0444'FOR 11.45 MILES.  THEN LEFT FOR 0.2 MILE.  THEN RIGHT FORK,
 MM0444'WESTERLY, 2.3 MILES TO A CROSSROAD.  CONTINUE WESTERLY ON THE
 MM0444'MAIN TRAVELED ROAD 0.45 MILE TO A T INTERSECTION.  THEN RIGHT,
 MM0444'NORTH, FOR 0.3 MILE.  THEN RIGHT, EAST, FOR 0.1 MILE TO A GATE.
 MM0444'THROUGH GATE, TURN LEFT, FOR 0.2 MILE TO ANOTHER GATE.  THEN
 MM0444'LEFT, WESTERLY, ACROSS PASTURE FOR 0.75 MILE TO THE HIGHEST
 MM0444'POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1112 ***********************************************************************
 LH1112  DESIGNATION -  STROMER
 LH1112  PID         -  LH1112
 LH1112  STATE/COUNTY-  NE/ADAMS
 LH1112  COUNTRY     -  US
 LH1112  USGS QUAD   -  HASTINGS EAST (2017)
 LH1112
 LH1112                         *CURRENT SURVEY CONTROL
 LH1112  ______________________________________________________________________
 LH1112* NAD 83(1995) POSITION- 40 31 41.49086(N) 098 18 59.40159(W)   ADJUSTED
 LH1112* NAVD 88 ORTHO HEIGHT -   575.    (meters)     1886.    (feet) SCALED
 LH1112  ______________________________________________________________________
 LH1112  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 LH1112  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LH1112  HORZ ORDER      -  SECOND
 LH1112
 LH1112.The horizontal coordinates were established by classical geodetic methods
 LH1112.and adjusted by the National Geodetic Survey in August 1997.
 LH1112
 LH1112.The orthometric height was scaled from a topographic map.
 LH1112
 LH1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1112.GEOID18 height accuracy estimate available here.
 LH1112
 LH1112.Click photographs - Photos may exist for this station.
 LH1112
 LH1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1112
 LH1112. The following values were computed from the NAD 83(1995) position.
 LH1112
 LH1112;                    North         East     Units Scale Factor Converg.
 LH1112;SPC NE       -    78,538.792   642,609.604   MT  0.99980287   +1 06 56.3
 LH1112;SPC NE       -   257,672.69  2,108,295.01   sFT  0.99980287   +1 06 56.3
 LH1112;UTM  14      - 4,486,608.428   557,891.519   MT  0.99964125   +0 26 39.0
 LH1112
 LH1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1112!SPC NE       -   0.99991376  x   0.99980287  =   0.99971665
 LH1112!UTM  14      -   0.99991376  x   0.99964125  =   0.99955504
 LH1112
 LH1112:                Primary Azimuth Mark                     Grid Az
 LH1112:SPC NE       -  STROMER AZ MK                            000 07 51.7
 LH1112:UTM  14      -  STROMER AZ MK                            000 48 09.0
 LH1112
 LH1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5789186608(NAD 83)
 LH1112
 LH1112|---------------------------------------------------------------------|
 LH1112| PID    Reference Object                     Distance      Geod. Az  |
 LH1112|                                                           dddmmss.s |
 LH1112| CO2481 STROMER AZ MK                                      0011448.0 |
 LH1112| CO2482 STROMER RM 1                         25.850 METERS 04922     |
 LH1112| LH1113 GLENVIL MUNICIPAL TANK              APPROX. 5.9 KM 1201346.5 |
 LH1112| CO2483 STROMER RM 2                         28.090 METERS 13410     |
 LH1112| LH1195 AYR SERVICE PIPE LINE CO TANK       APPROX.15.0 KM 2242148.0 |
 LH1112| LH1125 INGLESIDE STATE HOSPITAL STANDPIPE  APPROX.12.2 KM 3003125.2 |
 LH1112| LH1122 INGLESIDE STATE HOSPITAL STACK      APPROX.12.3 KM 3003849.8 |
 LH1112| LH1123 HASTINGS RADIO STA KHAS MAST        APPROX. 9.1 KM 3143219.5 |
 LH1112| LH1119 HASTINGS CITY WATER AND LT STK      APPROX. 9.9 KM 3220530.2 |
 LH1112| LH1115 HASTINGS ST POLICE RADIO MAST       APPROX. 7.7 KM 3284242.4 |
 LH1112| LH1114 HASTINGS NAVAL ORD DEPOT TANK       APPROX. 6.3 KM 3421801.5 |
 LH1112| LH1117 HASTINGS NAVAL ORD DEPOT FLAG       APPROX. 5.8 KM 3500525.5 |
 LH1112|---------------------------------------------------------------------|
 LH1112
 LH1112                          SUPERSEDED SURVEY CONTROL
 LH1112
 LH1112  NAD 83(1986)-  40 31 41.49825(N)    098 18 59.40119(W) AD(       ) 2
 LH1112  NAD 27      -  40 31 41.44800(N)    098 18 58.20300(W) AD(       ) 2
 LH1112
 LH1112.Superseded values are not recommended for survey control.
 LH1112
 LH1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1112.See file dsdata.pdf to determine how the superseded data were derived.
 LH1112
 LH1112_MARKER: DS = TRIANGULATION STATION DISK
 LH1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1112_STAMPING: STROMER 1951
 LH1112_MARK LOGO: CGS
 LH1112_PROJECTION: RECESSED 46 CENTIMETERS
 LH1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1112+STABILITY: SURFACE MOTION
 LH1112
 LH1112  HISTORY     - Date     Condition        Report By
 LH1112  HISTORY     - 1951     MONUMENTED       CGS
 LH1112  HISTORY     - 1988     GOOD             USAF
 LH1112  HISTORY     - 20100427 GOOD             JEOCON
 LH1112
 LH1112                          STATION DESCRIPTION
 LH1112
 LH1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1112'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF HASTINGS
 LH1112'AND 4.0 MILES NORTHWEST OF GLENVIL ON THE WEST RIGHT-OF-WAY
 LH1112'OF A NORTH-SOUTH GRAVELED ROAD.  IT IS 140.0 FEET NORTH
 LH1112'OF THE CENTER OF A FARM YARD LANE, 96.0 FEET NORTH OF A TELEPHONE
 LH1112'POLE, 35.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD
 LH1112'AND SET IN A NORTH-SOUTH FENCE LINE.  IT IS SET 18 INCHES
 LH1112'UNDERGROUND AND STAMPED STROMER 1951.
 LH1112'
 LH1112'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1112'NORTH-SOUTH GRAVELED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 LH1112'IT PROJECTS 4 INCHES AND IS STAMPED STROMER NO 1 1951.
 LH1112'
 LH1112'REFERENCE MARK NO. 2 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1112'NORTH-SOUTH GRAVELED ROAD, 10.0 FEET NORTH OF A POWER LINE
 LH1112'POLE AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3
 LH1112'INCHES AND IS STAMPED STROMER NO 2 1951.
 LH1112'
 LH1112'THE DISTANCE BETWEEN REFERENCE MARKS IS 119.4 FEET.
 LH1112'
 LH1112'THE AZIMUTH MARK IS 30.0 FEET EAST OF THE CENTER OF A
 LH1112'NORTH-SOUTH GRAVELED ROAD, 1.0 FOOT WEST OF A POWER LINE POLE,
 LH1112'1.0 FOOT SOUTH OF A WITNESS POST AND SET IN A NORTH-SOUTH
 LH1112'FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED STROMER
 LH1112'1951.
 LH1112'
 LH1112'TO REACH THE STATION FROM THE POST OFFICE IN HASTINGS, GO
 LH1112'SOUTH FOR 0.05 MILE TO A STOP LIGHT AND U.S. HIGHWAY 6, TURN
 LH1112'LEFT, EAST, ON U.S. HIGHWAY 6 FOR 0.85 MILE TO A T INTERSECTION,
 LH1112'TURN RIGHT, SOUTH, FOR 0.15 MILE TO A CROSS STREET.  TURN
 LH1112'LEFT, EAST, ON U.S. HIGHWAY 6 FOR 1.0 MILE TO A CROSSROAD,
 LH1112'TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 3.0 MILES TO A
 LH1112'CROSSROAD, TURN LEFT, EAST, ON A GRAVELED ROAD FOR 2.0 MILES TO
 LH1112'A CROSSROAD, TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 0.35
 LH1112'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LH1112'SOUTH FOR 0.35 MILE TO A FARM YARD LANE AND THE STATION ON
 LH1112'THE RIGHT AS DESCRIBED.
 LH1112'
 LH1112'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1112
 LH1112                          STATION RECOVERY (1988)
 LH1112
 LH1112'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 LH1112'RECOVERED IN GOOD CONDITION.
 LH1112
 LH1112                          STATION RECOVERY (2010)
 LH1112
 LH1112'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1913 ***********************************************************************
 MK1913  DESIGNATION -  STROMSBURG
 MK1913  PID         -  MK1913
 MK1913  STATE/COUNTY-  NE/POLK
 MK1913  COUNTRY     -  US
 MK1913  USGS QUAD   -  OSCEOLA (2017)
 MK1913
 MK1913                         *CURRENT SURVEY CONTROL
 MK1913  ______________________________________________________________________
 MK1913* NAD 83(1995) POSITION- 41 08 47.06258(N) 097 36 01.53069(W)   ADJUSTED
 MK1913* NAVD 88 ORTHO HEIGHT -   523.    (meters)     1716.    (feet) SCALED
 MK1913  ______________________________________________________________________
 MK1913  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 MK1913  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 MK1913  HORZ ORDER      -  THIRD
 MK1913
 MK1913.The horizontal coordinates were established by classical geodetic methods
 MK1913.and adjusted by the National Geodetic Survey in August 1997.
 MK1913
 MK1913.The orthometric height was scaled from a topographic map.
 MK1913
 MK1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1913.GEOID18 height accuracy estimate available here.
 MK1913
 MK1913.Click photographs - Photos may exist for this station.
 MK1913
 MK1913.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1913
 MK1913. The following values were computed from the NAD 83(1995) position.
 MK1913
 MK1913;                    North         East     Units Scale Factor Converg.
 MK1913;SPC NE       -   148,579.354   701,350.592   MT  0.99967816   +1 35 24.7
 MK1913;SPC NE       -   487,464.10  2,301,014.40   sFT  0.99967816   +1 35 24.7
 MK1913;UTM  14      - 4,555,953.703   617,447.132   MT  0.99976977   +0 55 15.6
 MK1913
 MK1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1913!SPC NE       -   0.99992197  x   0.99967816  =   0.99960016
 MK1913!UTM  14      -   0.99992197  x   0.99976977  =   0.99969176
 MK1913
 MK1913:                Primary Azimuth Mark                     Grid Az
 MK1913:SPC NE       -  STROMSBURG AZ MK                         058 25 03.7
 MK1913:UTM  14      -  STROMSBURG AZ MK                         059 05 12.8
 MK1913
 MK1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1744755953(NAD 83)
 MK1913
 MK1913|---------------------------------------------------------------------|
 MK1913| PID    Reference Object                     Distance      Geod. Az  |
 MK1913|                                                           dddmmss.s |
 MK1913| CO2485 STROMSBURG RM 1                      23.765 METERS 00055     |
 MK1913| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX. 5.9 KM 0493359.4 |
 MK1913| CO2484 STROMSBURG AZ MK                                   0600028.4 |
 MK1913| CO2486 STROMSBURG RM 2                      17.439 METERS 18228     |
 MK1913|---------------------------------------------------------------------|
 MK1913
 MK1913                          SUPERSEDED SURVEY CONTROL
 MK1913
 MK1913  NAD 83(1986)-  41 08 47.07084(N)    097 36 01.53417(W) AD(       ) 3
 MK1913  NAD 27      -  41 08 47.01500(N)    097 36 00.34500(W) AD(       ) 3
 MK1913
 MK1913.Superseded values are not recommended for survey control.
 MK1913
 MK1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1913.See file dsdata.pdf to determine how the superseded data were derived.
 MK1913
 MK1913_MARKER: DS = TRIANGULATION STATION DISK
 MK1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1913_STAMPING: STROMSBURG 1950
 MK1913_MARK LOGO: CGS
 MK1913_PROJECTION: RECESSED 46 CENTIMETERS
 MK1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1913+STABILITY: SURFACE MOTION
 MK1913
 MK1913  HISTORY     - Date     Condition        Report By
 MK1913  HISTORY     - 1950     MONUMENTED       CGS
 MK1913
 MK1913                          STATION DESCRIPTION
 MK1913
 MK1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1913'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF STROMSBURG,
 MK1913'ABOUT 300 FEET NORTHEAST OF A TWO STORY WHITE HOUSE.  IT IS
 MK1913'121 FEET NORTH OF A SMALL SHED WITH A RED ROOF, 93 FEET
 MK1913'SOUTH OF A T-FENCE CORNER AND 2 FOOT EAST OF A FENCELINE.
 MK1913'THE MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND
 MK1913'AND THE DISK IS STAMPED STROMSBURG 1950.
 MK1913'
 MK1913'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF A T-FENCE CORNER AND
 MK1913'2 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MK1913'AND THE DISK IS STAMPED STROMSBURG NO 1 1950.
 MK1913'
 MK1913'REFERENCE MARK NO. 2 IS 64 FEET NORTH OF THE NORTHEAST CORNER
 MK1913'OF A SHED WITH A RED ROOF AND 2 FEET EAST OF A FENCELINE.
 MK1913'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MK1913'STROMSBURG NO 2 1950.
 MK1913'
 MK1913'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 MK1913'ROAD, 2.5 FEET WEST SOUTHWEST OF A T-FENCE CORNER, 1 FOOT
 MK1913'SOUTH OF A RIGHT-OF-WAY FENCELINE, AND 2 FEET WEST OF A
 MK1913'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MK1913'STROMSBURG 1950.
 MK1913'
 MK1913'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 MK1913'IN STROMSBURG, GO NORTH ON U.S. HIGHWAY 81 FOR 2.1 MILES TO
 MK1913'A FARM DRIVE ON THE WEST SIDE OF THE HIGHWAY, (AZIMUTH MARK
 MK1913'REACHED FROM THIS POINT BY CONTINUING NORTH ON U.S. HIGHWAY
 MK1913'81 FOR 0.15 MILE TO A CROSSROADS TURN RIGHT (EAST) AND GO
 MK1913'0.1 MILE TO MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.) TURN
 MK1913'LEFT (WEST) AND GO 0.1 MILE TO A SMALL SHED WITH A RED ROOF.
 MK1913'PASS TO THE EAST SIDE OF SHED AND FOLLOW FENCELINE NORTH FOR
 MK1913'ABOUT 125 FEET TO STATION AS DESCRIBED.
 MK1913'
 MK1913'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1914 ***********************************************************************
 MK1914  DESIGNATION -  STROMSBURG MUNICIPAL STANDPIPE
 MK1914  PID         -  MK1914
 MK1914  STATE/COUNTY-  NE/POLK
 MK1914  COUNTRY     -  US
 MK1914  USGS QUAD   -  STROMSBURG (2017)
 MK1914
 MK1914                         *CURRENT SURVEY CONTROL
 MK1914  ______________________________________________________________________
 MK1914* NAD 83(1995) POSITION- 41 06 49.41339(N) 097 35 45.24425(W)   ADJUSTED
 MK1914  ______________________________________________________________________
 MK1914  GEOID HEIGHT    -        -25.802 (meters)                     GEOID18
 MK1914  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 MK1914  HORZ ORDER      -  THIRD
 MK1914
 MK1914.The horizontal coordinates were established by classical geodetic methods
 MK1914.and adjusted by the National Geodetic Survey in August 1997.
 MK1914
 MK1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1914.GEOID18 height accuracy estimate available here.
 MK1914
 MK1914.Click photographs - Photos may exist for this station.
 MK1914
 MK1914.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1914
 MK1914. The following values were computed from the NAD 83(1995) position.
 MK1914
 MK1914;                    North         East     Units Scale Factor Converg.
 MK1914;SPC NE       -   144,963.103   701,830.982   MT  0.99968187   +1 35 35.5
 MK1914;SPC NE       -   475,599.78  2,302,590.48   sFT  0.99968187   +1 35 35.5
 MK1914;UTM  14      - 4,552,331.758   617,885.275   MT  0.99977104   +0 55 24.2
 MK1914
 MK1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1788552331(NAD 83)
 MK1914
 MK1914                          SUPERSEDED SURVEY CONTROL
 MK1914
 MK1914  NAD 83(1986)-  41 06 49.42214(N)    097 35 45.24732(W) AD(       ) 3
 MK1914  NAD 27      -  41 06 49.37600(N)    097 35 44.06600(W) AD(       ) 3
 MK1914
 MK1914.Superseded values are not recommended for survey control.
 MK1914
 MK1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1914.See file dsdata.pdf to determine how the superseded data were derived.
 MK1914
 MK1914_MARKER: 52 = STANDPIPE TANK
 MK1914
 MK1914  HISTORY     - Date     Condition        Report By
 MK1914  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1914  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 MK1914
 MK1914                          STATION DESCRIPTION
 MK1914
 MK1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1914'THE STATION IS LOCATED AT THE EAST EDGE OF THE BUSINESS DISTRICT
 MK1914'IN STROMSBURG.  IT IS APPROXIMATELY 125 FEET HIGH AND PAINTED
 MK1914'SILVER.
 MK1914'
 MK1914'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN STROMSBURG,
 MK1914'GO EAST 1 BLOCK TO FIRE STATION ON RIGHT AND STATION LOCATED
 MK1914'BEHIND FIRE STATION.
 MK1914'
 MK1914'THE POINT INTERSECTED WAS THE EXTREME TOP OF STANDPIPE.
 MK1914
 MK1914                          STATION RECOVERY (2004)
 MK1914
 MK1914'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1914'STATION NOT FOUND. SITE LOCATED. STANDPIPE NO LONGER EXISTS BEHIND THE
 MK1914'FIRE STATION AT FOURTH AND EXCHANGE STREETS. SITE IS SOUTH OF FOURTH
 MK1914'STREET, NORTH OF FIFTH STREET, AND WEST OF EXCHANGE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0723 ***********************************************************************
 NN0723  DESIGNATION -  STUART
 NN0723  PID         -  NN0723
 NN0723  STATE/COUNTY-  NE/HOLT
 NN0723  COUNTRY     -  US
 NN0723  USGS QUAD   -  STUART (2017)
 NN0723
 NN0723                         *CURRENT SURVEY CONTROL
 NN0723  ______________________________________________________________________
 NN0723* NAD 83(1995) POSITION- 42 36 55.13935(N) 099 08 51.41505(W)   ADJUSTED
 NN0723* NAVD 88 ORTHO HEIGHT -   676.    (meters)     2218.    (feet) SCALED
 NN0723  ______________________________________________________________________
 NN0723  GEOID HEIGHT    -        -24.013 (meters)                     GEOID18
 NN0723  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 NN0723  HORZ ORDER      -  SECOND
 NN0723
 NN0723.The horizontal coordinates were established by classical geodetic methods
 NN0723.and adjusted by the National Geodetic Survey in August 1997.
 NN0723
 NN0723.The orthometric height was scaled from a topographic map.
 NN0723
 NN0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0723.GEOID18 height accuracy estimate available here.
 NN0723
 NN0723.Click photographs - Photos may exist for this station.
 NN0723
 NN0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0723
 NN0723. The following values were computed from the NAD 83(1995) position.
 NN0723
 NN0723;                    North         East     Units Scale Factor Converg.
 NN0723;SPC NE       -   309,235.274   569,924.418   MT  0.99984642   +0 33 53.5
 NN0723;SPC NE       - 1,014,549.39  1,869,827.03   sFT  0.99984642   +0 33 53.5
 NN0723;UTM  14      - 4,718,108.346   487,893.333   MT  0.99960180   -0 05 59.8
 NN0723
 NN0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0723!SPC NE       -   0.99989772  x   0.99984642  =   0.99974416
 NN0723!UTM  14      -   0.99989772  x   0.99960180  =   0.99949956
 NN0723
 NN0723:                Primary Azimuth Mark                     Grid Az
 NN0723:SPC NE       -  STUART AZ MK                             177 54 10.7
 NN0723:UTM  14      -  STUART AZ MK                             178 34 04.0
 NN0723
 NN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8789318108(NAD 83)
 NN0723
 NN0723|---------------------------------------------------------------------|
 NN0723| PID    Reference Object                     Distance      Geod. Az  |
 NN0723|                                                           dddmmss.s |
 NN0723| CO4651 STUART RM 1                          19.205 METERS 09229     |
 NN0723| NN0725 STUART ECC S BONIFACII CATH CH      APPROX. 1.6 KM 1634218.9 |
 NN0723| NN0724 STUART MUNICIPAL TANK               APPROX. 1.8 KM 1693200.7 |
 NN0723| CO4650 STUART AZ MK                                       1782804.2 |
 NN0723| CO4652 STUART RM 2                          20.282 METERS 17913     |
 NN0723|---------------------------------------------------------------------|
 NN0723
 NN0723                          SUPERSEDED SURVEY CONTROL
 NN0723
 NN0723  NAD 83(1986)-  42 36 55.14453(N)    099 08 51.42358(W) AD(       ) 2
 NN0723  NAD 27      -  42 36 55.14200(N)    099 08 50.06300(W) AD(       ) 2
 NN0723
 NN0723.Superseded values are not recommended for survey control.
 NN0723
 NN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0723.See file dsdata.pdf to determine how the superseded data were derived.
 NN0723
 NN0723_MARKER: DS = TRIANGULATION STATION DISK
 NN0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0723
 NN0723  HISTORY     - Date     Condition        Report By
 NN0723  HISTORY     - 1949     MONUMENTED       CGS
 NN0723
 NN0723                          STATION DESCRIPTION
 NN0723
 NN0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0723'THE STATION IS LOCATED 1.2 MILES NORTH-NORTHWEST OF THE CENTER
 NN0723'OF THE BUSINESS DISTRICT OF STUART AND IS JUST WEST OF THE
 NN0723'STUART CEMETERY.  IT IS 65.5 FEET WEST OF THE CENTER OF THE
 NN0723'NORTH GATE TO THE CEMETERY, 37.0 FEET WEST OF THE CENTER OF
 NN0723'A GRADED ROAD, 18.0 FEET SOUTH OF A COTTON-WOOD TREE, 4.0 FEET
 NN0723'SOUTH OF A WITNESS POST, AND 1.0 FOOT EAST OF A FENCE.  IT
 NN0723'PROJECTS 3 INCHES AND IS STAMPED, STUART 1949.
 NN0723'
 NN0723'REFERENCE MARK NO. 1 IS 26.0 FEET EAST OF THE CENTER OF A
 NN0723'GRADED ROAD, 9.5 FEET SOUTH OF THE CENTER OF THE NORTH GATE TO
 NN0723'THE CEMETERY, AND 2.0 FEET WEST OF THE CEMETERY FENCE.  IT IS
 NN0723'SET FLUSH WITH THE GROUND AND IS STAMPED, STUART NO 1 1949.
 NN0723'
 NN0723'REFERENCE MARK NO. 2 IS 35.5 FEET WEST OF THE CENTER OF A
 NN0723'GRADED ROAD AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 6
 NN0723'INCHES AND IS STAMPED, STUART NO 2 1949.
 NN0723'
 NN0723'AZIMUTH MARK IS 43.5 FEET SOUTHEAST OF THE INTERSECTION OF
 NN0723'A CROSSROAD, 2.0 FEET NORTH OF A FENCE CORNER, 2.0 FEET SOUTHEAST
 NN0723'OF A TELEPHONE POLE, AND 1.7 FEET NORTH-NORTHWEST OF A WITNESS
 NN0723'POST.  IT PROJECTS 5 INCHES AND IS STAMPED, STUART 1949.
 NN0723'
 NN0723'TO REACH THE STATION FROM THE POST OFFICE IN STUART, GO NORTH
 NN0723'FOR 0.7 MILE TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR
 NN0723'0.25 MILE TO A CROSSROAD, (AZIMUTH MARK ON THE LEFT), TURN
 NN0723'RIGHT AND GO NORTH FOR 0.45 MILE TO THE SUMMIT OF A HILL AND THE
 NN0723'STATION ON THE LEFT.
 NN0723'
 NN0723'AN 87 FOOT SIGNAL AT ATKINSON IS VISIBLE AT 37 FEET.
 NN0723'
 NN0723'A 74 FOOT SIGNAL AT FLIGHT IS VISIBLE AT 37 FEET.
 NN0723'
 NN0723'A 4 FOOT SIGNAL AT KRYSL AND BUTLER ARE VISIBLE AT 4 FEET.
 NN0723'
 NN0723'AN 87 FOOT SIGNAL AT BM W 219 IS VISIBLE AT 4 FEET.
 NN0723'
 NN0723'A 74 FOOT SIGNAL AT NEWPORT 1934 AND KIRKWOOD 1934 ARE VISIBLE
 NN0723'AT 4 FEET.
 NN0723'
 NN0723'A 74 FOOT SIGNAL AT BEAVER IS VISIBLE AT 50 FEET.
 NN0723'
 NN0723'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0725 ***********************************************************************
 NN0725  DESIGNATION -  STUART ECC S BONIFACII CATH CH
 NN0725  PID         -  NN0725
 NN0725  STATE/COUNTY-  NE/HOLT
 NN0725  COUNTRY     -  US
 NN0725  USGS QUAD   -  STUART (2017)
 NN0725
 NN0725                         *CURRENT SURVEY CONTROL
 NN0725  ______________________________________________________________________
 NN0725* NAD 83(1995) POSITION- 42 36 06.17480(N) 099 08 32.04046(W)   ADJUSTED
 NN0725  ______________________________________________________________________
 NN0725  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 NN0725  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC18
 NN0725  HORZ ORDER      -  THIRD
 NN0725
 NN0725.The horizontal coordinates were established by classical geodetic methods
 NN0725.and adjusted by the National Geodetic Survey in August 1997.
 NN0725
 NN0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0725.GEOID18 height accuracy estimate available here.
 NN0725
 NN0725.Click photographs - Photos may exist for this station.
 NN0725
 NN0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0725
 NN0725. The following values were computed from the NAD 83(1995) position.
 NN0725
 NN0725;                    North         East     Units Scale Factor Converg.
 NN0725;SPC NE       -   307,729.052   570,380.883   MT  0.99984183   +0 34 06.4
 NN0725;SPC NE       - 1,009,607.73  1,871,324.61   sFT  0.99984183   +0 34 06.4
 NN0725;UTM  14      - 4,716,597.296   488,332.186   MT  0.99960167   -0 05 46.6
 NN0725
 NN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8833216597(NAD 83)
 NN0725
 NN0725                          SUPERSEDED SURVEY CONTROL
 NN0725
 NN0725  NAD 83(1986)-  42 36 06.18051(N)    099 08 32.04815(W) AD(       ) 3
 NN0725  NAD 27      -  42 36 06.18000(N)    099 08 30.69000(W) AD(       ) 3
 NN0725
 NN0725.Superseded values are not recommended for survey control.
 NN0725
 NN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0725.See file dsdata.pdf to determine how the superseded data were derived.
 NN0725
 NN0725_MARKER: 91 = CHURCH CROSS
 NN0725
 NN0725  HISTORY     - Date     Condition        Report By
 NN0725  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0725
 NN0725                          STATION DESCRIPTION
 NN0725
 NN0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0725'THE STATION IS LOCATED TWO BLOCKS NORTH OF THE CENTER OF THE
 NN0725'BUSINESS DISTRICT OF STUART, 99 FEET EAST OF THE CENTER OF A
 NN0725'PAVED STREET, AND 77 FEET NORTH OF THE CENTER OF A GRADED
 NN0725'STREET.
 NN0725'
 NN0725'THE CROSS IS ON THE TOP OF AND NEAR THE CENTER OF A CLOCK TOWER,
 NN0725'LOCATED AT THE SOUTH END OF THE CHURCH.  IT HAS AN OVERALL
 NN0725'HEIGHT OF ABOUT 75 FEET.
 NN0725'
 NN0725'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0724 ***********************************************************************
 NN0724  DESIGNATION -  STUART MUNICIPAL TANK
 NN0724  PID         -  NN0724
 NN0724  STATE/COUNTY-  NE/HOLT
 NN0724  COUNTRY     -  US
 NN0724  USGS QUAD   -  STUART (2017)
 NN0724
 NN0724                         *CURRENT SURVEY CONTROL
 NN0724  ______________________________________________________________________
 NN0724* NAD 83(1995) POSITION- 42 35 57.05939(N) 099 08 36.89233(W)   ADJUSTED
 NN0724  ______________________________________________________________________
 NN0724  GEOID HEIGHT    -        -23.974 (meters)                     GEOID18
 NN0724  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 NN0724  HORZ ORDER      -  THIRD
 NN0724
 NN0724.The horizontal coordinates were established by classical geodetic methods
 NN0724.and adjusted by the National Geodetic Survey in August 1997.
 NN0724
 NN0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0724.GEOID18 height accuracy estimate available here.
 NN0724
 NN0724.Click photographs - Photos may exist for this station.
 NN0724
 NN0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0724
 NN0724. The following values were computed from the NAD 83(1995) position.
 NN0724
 NN0724;                    North         East     Units Scale Factor Converg.
 NN0724;SPC NE       -   307,446.741   570,273.089   MT  0.99984098   +0 34 03.2
 NN0724;SPC NE       - 1,008,681.52  1,870,970.96   sFT  0.99984098   +0 34 03.2
 NN0724;UTM  14      - 4,716,316.322   488,221.150   MT  0.99960171   -0 05 49.9
 NN0724
 NN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8822116316(NAD 83)
 NN0724
 NN0724                          SUPERSEDED SURVEY CONTROL
 NN0724
 NN0724  NAD 83(1986)-  42 35 57.06476(N)    099 08 36.89995(W) AD(       ) 3
 NN0724  NAD 27      -  42 35 57.06200(N)    099 08 35.54000(W) AD(       ) 3
 NN0724
 NN0724.Superseded values are not recommended for survey control.
 NN0724
 NN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0724.See file dsdata.pdf to determine how the superseded data were derived.
 NN0724
 NN0724_MARKER: 53 = ELEVATED TANK
 NN0724
 NN0724  HISTORY     - Date     Condition        Report By
 NN0724  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0724  HISTORY     - 1949     GOOD             CGS
 NN0724
 NN0724                          STATION DESCRIPTION
 NN0724
 NN0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0724'POINT OBSERVED UPON WAS FINIAL OF WATER TANK LOCATED NEAR THE
 NN0724'CENTER OF TOWN OF STUART, PROBABLY MUNICIPAL TANK.  STATION
 NN0724'WAS NOT VISITED.
 NN0724'
 NN0724'OBSERVED FROM STATIONS NEWPORT, LAY, AND BLAINE.
 NN0724
 NN0724                          STATION RECOVERY (1949)
 NN0724
 NN0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0724'THE STATION IS LOCATED IN THE TOWN OF STUART, JUST EAST OF
 NN0724'THE STUART WATER AND LIGHT PLANT BUILDING.  IT IS 3/4 OF
 NN0724'A BLOCK WEST OF THE CENTER OF BUSINESS DISTRICT, 104 FEET EAST
 NN0724'OF THE CENTER OF A GRADED STREET, AND 75 FEET SOUTH OF THE
 NN0724'CENTER OF A GRADED STREET.
 NN0724'
 NN0724'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL ROOF
 NN0724'WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR LEGGED
 NN0724'STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 NN0724'
 NN0724'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1290 ***********************************************************************
 LH1290  DESIGNATION -  STUBER
 LH1290  PID         -  LH1290
 LH1290  STATE/COUNTY-  NE/BUFFALO
 LH1290  COUNTRY     -  US
 LH1290  USGS QUAD   -  POOLE NE (2017)
 LH1290
 LH1290                         *CURRENT SURVEY CONTROL
 LH1290  ______________________________________________________________________
 LH1290* NAD 83(1995) POSITION- 40 58 01.68605(N) 098 49 03.02560(W)   ADJUSTED
 LH1290* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 LH1290  ______________________________________________________________________
 LH1290  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 LH1290  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 LH1290  HORZ ORDER      -  THIRD
 LH1290
 LH1290.The horizontal coordinates were established by classical geodetic methods
 LH1290.and adjusted by the National Geodetic Survey in August 1997.
 LH1290
 LH1290.The orthometric height was scaled from a topographic map.
 LH1290
 LH1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1290.GEOID18 height accuracy estimate available here.
 LH1290
 LH1290.Click photographs - Photos may exist for this station.
 LH1290
 LH1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1290
 LH1290. The following values were computed from the NAD 83(1995) position.
 LH1290
 LH1290;                    North         East     Units Scale Factor Converg.
 LH1290;SPC NE       -   126,562.718   599,505.945   MT  0.99970250   +0 47 01.1
 LH1290;SPC NE       -   415,231.18  1,966,879.09   sFT  0.99970250   +0 47 01.1
 LH1290;UTM  14      - 4,535,124.780   515,355.556   MT  0.99960290   +0 07 10.7
 LH1290
 LH1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1290!SPC NE       -   0.99990294  x   0.99970250  =   0.99960547
 LH1290!UTM  14      -   0.99990294  x   0.99960290  =   0.99950588
 LH1290
 LH1290:                Primary Azimuth Mark                     Grid Az
 LH1290:SPC NE       -  ML 11 6                                  050 51 30.0
 LH1290:UTM  14      -  ML 11 6                                  051 31 20.4
 LH1290
 LH1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1535535124(NAD 83)
 LH1290
 LH1290|---------------------------------------------------------------------|
 LH1290| PID    Reference Object                     Distance      Geod. Az  |
 LH1290|                                                           dddmmss.s |
 LH1290| ML1103 ML 11 6                             APPROX.10.0 KM 0513831.1 |
 LH1290| CO2488 STUBER RM 1                          19.950 METERS 09420     |
 LH1290| CO2487 STUBER AZ MK                                       1643951.3 |
 LH1290| CO2489 STUBER RM 2                          13.282 METERS 17612     |
 LH1290|---------------------------------------------------------------------|
 LH1290
 LH1290                          SUPERSEDED SURVEY CONTROL
 LH1290
 LH1290  NAD 83(1986)-  40 58 01.69317(N)    098 49 03.02572(W) AD(       ) 3
 LH1290  NAD 27      -  40 58 01.64400(N)    098 49 01.74000(W) AD(       ) 3
 LH1290
 LH1290.Superseded values are not recommended for survey control.
 LH1290
 LH1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1290.See file dsdata.pdf to determine how the superseded data were derived.
 LH1290
 LH1290_MARKER: DS = TRIANGULATION STATION DISK
 LH1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1290_STAMPING: STUBER 1950
 LH1290_MARK LOGO: CGS
 LH1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1290+STABILITY: SURFACE MOTION
 LH1290
 LH1290  HISTORY     - Date     Condition        Report By
 LH1290  HISTORY     - 1950     MONUMENTED       CGS
 LH1290  HISTORY     - 1960     GOOD             USGS
 LH1290
 LH1290                          STATION DESCRIPTION
 LH1290
 LH1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1290'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF RAVENNA ON A
 LH1290'LOW HILL IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD.  STATION
 LH1290'IS 36 FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 5
 LH1290'FEET NORTHWEST OF FENCE CORNER AND 4.5 FEET NORTHWEST OF WITNESS
 LH1290'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 LH1290'STUBER 1950.
 LH1290'
 LH1290'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE
 LH1290'OF ROAD AND 2 FEET NORTH OF FENCE CORNER AND GATE POST.  THE
 LH1290'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STUBER NO
 LH1290'1 1950.
 LH1290'
 LH1290'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF FENCE CORNER, 31 FEET
 LH1290'WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND IS IN FENCELINE.
 LH1290'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STUBER
 LH1290'NO 2 1950.
 LH1290'
 LH1290'AZIMUTH MARK IS 33 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 LH1290'ROAD, 9 FEET EAST OF POWER POLE AND 3 FEET EAST OF WITNESS POST.
 LH1290'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED STUBER
 LH1290'1950.
 LH1290'
 LH1290'TO REACH FROM THE RAILROAD DEPOT AND OVERPASS IN RAVENNA GO
 LH1290'SOUTH FOR 0.35 MILE TO JUNCTION WITH STATE ROUTE 2.  TURN LEFT
 LH1290'AND GO EAST AND SOUTHEAST ON STATE ROUTE 2 FOR 5.2 MILES TO
 LH1290'CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 2.5
 LH1290'MILES TO TOP OF HILL AND STATION ON RIGHT OR WEST SIDE OF ROAD IN
 LH1290'FENCE CORNER AS DESCRIBED.  CONTINUE SOUTH FOR 0.5 MILE TO
 LH1290'CROSSROADS. TURN LEFT AND GO EAST FOR 0.15 MILE TO TOP OF GRADE AND
 LH1290'AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 LH1290'
 LH1290'A 20 FOOT SIGNAL AT STATION CAMERON 2 IS V.G.
 LH1290'
 LH1290'A 4 FOOT SIGNAL AT STATION VALLEY 2 IS V.G.
 LH1290'
 LH1290'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1290
 LH1290                          STATION RECOVERY (1960)
 LH1290
 LH1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH1290'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LH1290'AZIMUTH MARK WAS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0803 ***********************************************************************
 LG0803  DESIGNATION -  STUHR
 LG0803  PID         -  LG0803
 LG0803  STATE/COUNTY-  NE/YORK
 LG0803  COUNTRY     -  US
 LG0803  USGS QUAD   -  UTICA SW (2017)
 LG0803
 LG0803                         *CURRENT SURVEY CONTROL
 LG0803  ______________________________________________________________________
 LG0803* NAD 83(1995) POSITION- 40 47 45.60732(N) 097 28 57.46052(W)   ADJUSTED
 LG0803* NAVD 88 ORTHO HEIGHT -   495.90  (+/-2cm)     1627.0   (feet) VERTCON
 LG0803  ______________________________________________________________________
 LG0803  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 LG0803  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 LG0803  HORZ ORDER      -  SECOND
 LG0803  VERT ORDER      -  THIRD ? (See Below)
 LG0803
 LG0803.The horizontal coordinates were established by classical geodetic methods
 LG0803.and adjusted by the National Geodetic Survey in August 1997.
 LG0803
 LG0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0803
 LG0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0803.GEOID18 height accuracy estimate available here.
 LG0803
 LG0803.The vertical order pertains to the NGVD 29 superseded value.
 LG0803
 LG0803.Click photographs - Photos may exist for this station.
 LG0803
 LG0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0803
 LG0803. The following values were computed from the NAD 83(1995) position.
 LG0803
 LG0803;                    North         East     Units Scale Factor Converg.
 LG0803;SPC NE       -   109,974.886   712,364.876   MT  0.99973476   +1 40 05.7
 LG0803;SPC NE       -   360,809.27  2,337,150.43   sFT  0.99973476   +1 40 05.7
 LG0803;UTM  14      - 4,517,219.372   628,008.179   MT  0.99980169   +0 59 29.5
 LG0803
 LG0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0803!SPC NE       -   0.99992639  x   0.99973476  =   0.99966117
 LG0803!UTM  14      -   0.99992639  x   0.99980169  =   0.99972810
 LG0803
 LG0803:                Primary Azimuth Mark                     Grid Az
 LG0803:SPC NE       -  STUHR AZ MK                              312 40 00.1
 LG0803:UTM  14      -  STUHR AZ MK                              313 20 36.3
 LG0803
 LG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2800817219(NAD 83)
 LG0803
 LG0803|---------------------------------------------------------------------|
 LG0803| PID    Reference Object                     Distance      Geod. Az  |
 LG0803|                                                           dddmmss.s |
 LG0803| LG0806 WACO TANK                           APPROX.11.2 KM 0082345.2 |
 LG0803| LG0801 EVAN LUTH ST JOHNS STEEPLE          APPROX. 6.6 KM 0460904.5 |
 LG0803| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.25.4 KM 0881144.4 |
 LG0803| CO2494 STUHR RM 1                           27.789 METERS 18337     |
 LG0803| LG0909 YORK RADIO STA KAA 639 MAST         APPROX. 9.3 KM 2990336.1 |
 LG0803| LG0901 YORK RADIO STATION KAWL TOWER       APPROX.11.6 KM 3051759.1 |
 LG0803| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX.12.1 KM 3101242.8 |
 LG0803| LG0898 YORK ST JOSEPHS CATH CHURCH         APPROX.11.7 KM 3112528.6 |
 LG0803| LG0899 YORK MUNICIPAL STANDPIPE            APPROX.12.7 KM 3122627.1 |
 LG0803| LG0904 YORK MUNICIPAL TANK                 APPROX.11.8 KM 3140526.9 |
 LG0803| CO2493 STUHR AZ MK                                        3142005.8 |
 LG0803| CO2495 STUHR RM 2                           28.925 METERS 32119     |
 LG0803|---------------------------------------------------------------------|
 LG0803
 LG0803                          SUPERSEDED SURVEY CONTROL
 LG0803
 LG0803  NAD 83(1986)-  40 47 45.61552(N)    097 28 57.46128(W) AD(       ) 2
 LG0803  NAD 27      -  40 47 45.58200(N)    097 28 56.27600(W) AD(       ) 2
 LG0803  NGVD 29             495.71   (m)         1626.3    (f) LEVELING    3  
 LG0803
 LG0803.Superseded values are not recommended for survey control.
 LG0803
 LG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0803.See file dsdata.pdf to determine how the superseded data were derived.
 LG0803
 LG0803_MARKER: DS = TRIANGULATION STATION DISK
 LG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0803_STAMPING: STUHR 1950
 LG0803_MARK LOGO: CGS
 LG0803_PROJECTION: FLUSH
 LG0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0803+STABILITY: SURFACE MOTION
 LG0803
 LG0803  HISTORY     - Date     Condition        Report By
 LG0803  HISTORY     - 1950     MONUMENTED       CGS
 LG0803  HISTORY     - 1966     GOOD             NEDR
 LG0803
 LG0803                          STATION DESCRIPTION
 LG0803
 LG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0803'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF YORK, 7
 LG0803'MILES SOUTH OF WACO AND ALONG THE EAST SIDE OF A GRAVELED ROAD.
 LG0803'IT IS 30 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD AND 18 FEET
 LG0803'SOUTH OF THE SOUTH END OF A ROW OF BOX ELDER TREES.  THE MARK IS
 LG0803'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG0803'STUHR 1950.
 LG0803'
 LG0803'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTERLINE OF THE
 LG0803'GRAVELED ROAD AND ABOUT 1 FOOT EAST OF THE GRADED BANK OF THE
 LG0803'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED STUHR
 LG0803'NO 1 1950.
 LG0803'
 LG0803'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD
 LG0803'AND SET IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 2
 LG0803'INCHES AND THE DISK IS STAMPED STUHR NO 2 1950.
 LG0803'
 LG0803'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 LG0803'ROAD, 30 FEET EAST OF THE CENTERLINE OF A FIELD DRIVEWAY, 2 FEET
 LG0803'EAST OF A WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 LG0803'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED STUHR 1950.
 LG0803'
 LG0803'TO REACH FROM THE CAUTION LIGHT IN MC COOL JUNCTION, GO NORTH ON
 LG0803'US HIGHWAY 81 4.05 MILES TO CROSSROADS, TURN RIGHT (EAST) ON
 LG0803'GRAVELED ROAD 6.05 MILES TO CROSSROADS, TURN RIGHT (SOUTH) 0.25
 LG0803'MILE TO THE STATION ON THE LEFT OR EAST SIDE OF THE ROAD.
 LG0803'
 LG0803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.25 MILE
 LG0803'TO CROSSROADS, TURN LEFT (WEST) 0.3 MILE TO THE MARK ON THE LEFT
 LG0803'OR SOUTH SIDE OF THE ROAD.
 LG0803'
 LG0803'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0803
 LG0803                          STATION RECOVERY (1966)
 LG0803
 LG0803'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG0803'STATION, AZIMUTH, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND TO BE IN
 LG0803'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LG0803'
 LG0803'TO REACH, INFORMATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0802 ***********************************************************************
 LG0802  DESIGNATION -  STUHR 2
 LG0802  PID         -  LG0802
 LG0802  STATE/COUNTY-  NE/YORK
 LG0802  COUNTRY     -  US
 LG0802  USGS QUAD   -  UTICA SW (2017)
 LG0802
 LG0802                         *CURRENT SURVEY CONTROL
 LG0802  ______________________________________________________________________
 LG0802* NAD 83(1995) POSITION- 40 49 00.41149(N) 097 27 49.09626(W)   ADJUSTED
 LG0802* NAVD 88 ORTHO HEIGHT -   492.26  (+/-2cm)     1615.0   (feet) VERTCON
 LG0802  ______________________________________________________________________
 LG0802  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 LG0802  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 LG0802  HORZ ORDER      -  SECOND
 LG0802  VERT ORDER      -  THIRD ? (See Below)
 LG0802
 LG0802.The horizontal coordinates were established by classical geodetic methods
 LG0802.and adjusted by the National Geodetic Survey in August 1997.
 LG0802
 LG0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0802
 LG0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0802.GEOID18 height accuracy estimate available here.
 LG0802
 LG0802.The vertical order pertains to the NGVD 29 superseded value.
 LG0802
 LG0802.Click photographs - Photos may exist for this station.
 LG0802
 LG0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0802
 LG0802. The following values were computed from the NAD 83(1995) position.
 LG0802
 LG0802;                    North         East     Units Scale Factor Converg.
 LG0802;SPC NE       -   112,327.602   713,898.751   MT  0.99973037   +1 40 51.0
 LG0802;SPC NE       -   368,528.14  2,342,182.82   sFT  0.99973037   +1 40 51.0
 LG0802;UTM  14      - 4,519,553.977   629,569.840   MT  0.99980664   +1 00 15.7
 LG0802
 LG0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0802!SPC NE       -   0.99992696  x   0.99973037  =   0.99965735
 LG0802!UTM  14      -   0.99992696  x   0.99980664  =   0.99973362
 LG0802
 LG0802:                Primary Azimuth Mark                     Grid Az
 LG0802:SPC NE       -  STUHR 2 AZ MK                            177 26 59.5
 LG0802:UTM  14      -  STUHR 2 AZ MK                            178 07 34.8
 LG0802
 LG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2956919553(NAD 83)
 LG0802
 LG0802|---------------------------------------------------------------------|
 LG0802| PID    Reference Object                     Distance      Geod. Az  |
 LG0802|                                                           dddmmss.s |
 LG0802| CO2497 STUHR 2 RM 1                                       06810     |
 LG0802| CO2496 STUHR 2 AZ MK                                      1790750.5 |
 LG0802| CO2498 STUHR 2 RM 2                                       34237     |
 LG0802|---------------------------------------------------------------------|
 LG0802
 LG0802                          SUPERSEDED SURVEY CONTROL
 LG0802
 LG0802  NAD 83(1986)-  40 49 00.41976(N)    097 27 49.09711(W) AD(       ) 2
 LG0802  NAD 27      -  40 49 00.38730(N)    097 27 47.91505(W) AD(       ) 2
 LG0802  NGVD 29             492.07   (m)         1614.4    (f) LEVELING    3  
 LG0802
 LG0802.Superseded values are not recommended for survey control.
 LG0802
 LG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0802.See file dsdata.pdf to determine how the superseded data were derived.
 LG0802
 LG0802_MARKER: DS = TRIANGULATION STATION DISK
 LG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0802_STAMPING: STUHR 2 1961
 LG0802_MARK LOGO: NEDR
 LG0802_PROJECTION: RECESSED 27 CENTIMETERS
 LG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0802+STABILITY: SURFACE MOTION
 LG0802
 LG0802  HISTORY     - Date     Condition        Report By
 LG0802  HISTORY     - 1961     MONUMENTED       NEDR
 LG0802
 LG0802                          STATION DESCRIPTION
 LG0802
 LG0802'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0802'THE STATION IS LOCATED ABOUT 0.06 MILES WEST AND 5.6 MILES SOUTH
 LG0802'OF THE POST OFFICE IN WACO BETWEEN SECTIONS 19 AND 20, TION, R1W.
 LG0802'
 LG0802'TO REACH THE STATION FROM THE POST OFFICE IN WACO, GO 0.05 MILES
 LG0802'WEST, TURN LEFT AND GO 5.6 MILES SOUTH ON COUNTY ROAD TO THE
 LG0802'STATION IN THE CENTER OF COUNTY ROAD.
 LG0802'
 LG0802'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0802'STAMPED STUHR 2, 1961 SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 LG0802'IS BURIED 0.9 FEET BELOW THE SURFACE OF THE ROADWAY.  IT IS 142.8
 LG0802'FEET SOUTH SOUTHEAST TO A TELEPHONE POLE, 225.0 FEET SOUTH
 LG0802'SOUTHWEST TO A BOULDER WHICH MARKS THE OREGON TRAIL AND 750 FEET
 LG0802'SOUTH TO THE CENTER OF INTERSECTION OF THE NORTH SOUTH COUNTY
 LG0802'ROAD AND AN EAST-WEST COUNTY ROAD.
 LG0802'
 LG0802'REFERENCE MARK NUMBER ONE IS A DEPARTMENT OF ROADS STANDARD
 LG0802'REFERENCE MARK DISK STAMPED STUHR 2 R.M. 1 SET IN THE TOP OF A
 LG0802'CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
 LG0802'IT IS 23.0 FEET EAST TO THE CENTER OF THE COUNTY ROAD, 2.0 FEET
 LG0802'SOUTH TO A TELEPHONE POLE AND 750 FEET SOUTH TO THE CENTER OF THE
 LG0802'INTERSECTION OF THE NORTH SOUTH COUNTY ROAD.
 LG0802'
 LG0802'REFERENCE MARK NUMBER TWO IS A DEPARTMENT OF ROADS STANDARD
 LG0802'REFERENCE MARK STAMPED STUHR 2 RM. 2 SET IN THE TOP OF A CONCRETE
 LG0802'MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.  IT IS 37.0
 LG0802'FEET EAST TO THE CENTER OF A COUNTY ROAD, 2.0 FEET SOUTH TO A
 LG0802'TELEPHONE POLE AND 875 FEET SOUTH TO THE CENTER OF THE
 LG0802'INTERSECTION OF A NORTH-SOUTH COUNTYROAD AND AN EAST-WEST ROAD.
 LG0802'
 LG0802'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK,
 LG0802'STAMPED STUHR 2 AZIMUTH MARK SET IN THE TOP OF A CONCRETE
 LG0802'MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.  IT IS 32.0
 LG0802'FEET WEST TO THE CENTER OF A COUNTY ROAD, 2.7 FEET EAST TO A
 LG0802'TELEPHONE POLE AND 3.6 FEET NORTH WEST TO A CORNER FENCE POST.
 LG0802'
 LG0802'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.7 MILES TO
 LG0802'THE ONE HALF MILE SECTION LINE AND THE AZIMUTH MARK ON THE LEFT
 LG0802'(EAST) AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0804 ***********************************************************************
 LG0804  DESIGNATION -  STUHR 3
 LG0804  PID         -  LG0804
 LG0804  STATE/COUNTY-  NE/YORK
 LG0804  COUNTRY     -  US
 LG0804  USGS QUAD   -  UTICA SW (2017)
 LG0804
 LG0804                         *CURRENT SURVEY CONTROL
 LG0804  ______________________________________________________________________
 LG0804* NAD 83(1995) POSITION- 40 47 59.30634(N) 097 26 12.07056(W)   ADJUSTED
 LG0804* NAVD 88 ORTHO HEIGHT -   487.08  (+/-2cm)     1598.0   (feet) VERTCON
 LG0804  ______________________________________________________________________
 LG0804  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 LG0804  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LG0804  HORZ ORDER      -  SECOND
 LG0804  VERT ORDER      -  THIRD ? (See Below)
 LG0804
 LG0804.The horizontal coordinates were established by classical geodetic methods
 LG0804.and adjusted by the National Geodetic Survey in August 1997.
 LG0804
 LG0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0804
 LG0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0804.GEOID18 height accuracy estimate available here.
 LG0804
 LG0804.The vertical order pertains to the NGVD 29 superseded value.
 LG0804
 LG0804.Click photographs - Photos may exist for this station.
 LG0804
 LG0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0804
 LG0804. The following values were computed from the NAD 83(1995) position.
 LG0804
 LG0804;                    North         East     Units Scale Factor Converg.
 LG0804;SPC NE       -   110,511.039   716,226.854   MT  0.99973394   +1 41 55.3
 LG0804;SPC NE       -   362,568.30  2,349,820.94   sFT  0.99973394   +1 41 55.3
 LG0804;UTM  14      - 4,517,709.899   631,876.505   MT  0.99981406   +1 01 17.9
 LG0804
 LG0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0804!SPC NE       -   0.99992779  x   0.99973394  =   0.99966175
 LG0804!UTM  14      -   0.99992779  x   0.99981406  =   0.99974186
 LG0804
 LG0804:                Primary Azimuth Mark                     Grid Az
 LG0804:SPC NE       -  STUHR                                    262 05 45.7
 LG0804:UTM  14      -  STUHR                                    262 46 23.1
 LG0804
 LG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3187617709(NAD 83)
 LG0804
 LG0804|---------------------------------------------------------------------|
 LG0804| PID    Reference Object                     Distance      Geod. Az  |
 LG0804|                                                           dddmmss.s |
 LG0804| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.21.5 KM 0890137.1 |
 LG0804| CO2500 STUHR 3 RM 1                                       10418     |
 LG0804| CO2501 STUHR 3 RM 2                                       20739     |
 LG0804| LG0803 STUHR                               APPROX. 3.9 KM 2634741.0 |
 LG0804| LG0806 WACO TANK                           APPROX.10.9 KM 3481018.3 |
 LG0804|---------------------------------------------------------------------|
 LG0804
 LG0804                          SUPERSEDED SURVEY CONTROL
 LG0804
 LG0804  NAD 83(1986)-  40 47 59.31461(N)    097 26 12.07124(W) AD(       ) 2
 LG0804  NAD 27      -  40 47 59.28194(N)    097 26 10.89076(W) AD(       ) 2
 LG0804  NGVD 29             486.89   (m)         1597.4    (f) LEVELING    3  
 LG0804
 LG0804.Superseded values are not recommended for survey control.
 LG0804
 LG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0804.See file dsdata.pdf to determine how the superseded data were derived.
 LG0804
 LG0804_MARKER: DS = TRIANGULATION STATION DISK
 LG0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0804_STAMPING: STUHR 3 1961
 LG0804_MARK LOGO: NEDR
 LG0804_PROJECTION: RECESSED 27 CENTIMETERS
 LG0804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LG0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0804+STABILITY: SURFACE MOTION
 LG0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0804+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 LG0804
 LG0804  HISTORY     - Date     Condition        Report By
 LG0804  HISTORY     - 1961     MONUMENTED       NEDR
 LG0804  HISTORY     - 19971023 GOOD             NEDR
 LG0804
 LG0804                          STATION DESCRIPTION
 LG0804
 LG0804'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0804'THE STATION IS LOCATED 6.7 MILES SOUTH AND 1.45 MILES EAST OF THE
 LG0804'POST OFFICE IN WACO IN THE CENTER OF A COUNTY ROAD APPROXIMATELY
 LG0804'3800 FEET WEST OF A 1/2 SECTION LINE FENCE AND BETWEEN SECTIONS 28
 LG0804'AND 33 T 10 N, R 1 W.
 LG0804'
 LG0804'TO REACH THE STATION FROM THE POST OFFICE IN WACO, GO WEST 0.05
 LG0804'MILES, TURN LEFT AND GO 6.7 MILES SOUTH ON A COUNTY ROAD AND TURN
 LG0804'LEFT AT THE ROAD INTERSECTION AND GO EAST 1.45 MILES TO THE
 LG0804'STATION IN THE CENTER OF THE COUNTY ROAD.
 LG0804'
 LG0804'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LG0804'STAMPED STUHR 3 1961 SET IN THE TOP OF A CONCRETE MONUMENT
 LG0804'BURIED ABOUT 0.9 FEET BELOW THE SURFACE OF THE ROADWAY.
 LG0804'
 LG0804'REFERENCE MARK NUMBER ONE IS A STANDARD DEPARTMENT OF ROADS
 LG0804'REFERENCE MARK DISK STAMPED STUHR 3-R.M. 1 SET IN THE TOP OF A
 LG0804'CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE GROUND.
 LG0804'IT IS 31.0 FEET NORTH TO THE CENTER OF AN EAST-WEST COUNTY ROAD.
 LG0804'
 LG0804'REFERENCE MARK NUMBER TWO IS A STANDARD DEPARTMENT OF ROADS
 LG0804'REFERENCE MARK DISK STAMPED STUHR 3-R.M. 2 SET IN THE TOP OF A
 LG0804'CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE GROUND.
 LG0804'IT IS 31.0 FEET NORTH TO THE CENTER OF AN EAST-WEST COUNTY ROAD.
 LG0804
 LG0804                          STATION RECOVERY (1997)
 LG0804
 LG0804'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0804'RECOVERED IN GOOD CONDITION, ABOUT 7 MI (11.3 KM) SOUTH-SOUTHEAST OF
 LG0804'WACO, NEAR (AND BENEATH) THE CENTERLINE OF A COUNTY ROAD, (-A- STREET)
 LG0804'AND IN NEAR THE NORTH 1/4COR, SEC3, T10N, R1W.  TO REACH THE MARK FROM
 LG0804'THE LINK 80F OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 80, GO SOUTH ON
 LG0804'ROAD LINK 80F (462ND STREET) FOR 1.4 MI (2.3 KM) TO -A- STREET.  TURN
 LG0804'RIGHT AND GO WEST ON -A- STREET FOR 4.55 MI (7.32 KM) TO THE STATION.
 LG0804'IT IS 60.0 M (196.8 FT) WEST OF A FIELD DRIVE SOUTH, 16.49 M (54.10
 LG0804'FT) NORTHWEST OF REFERENCE MARK 1, 13.93 M (45.70 FT) NORTHEAST OF
 LG0804'REFERENCE MARK 2, 10.07 M (33.04 FT) SOUTHEAST OF A NAIL IN A 15-IN
 LG0804'DIAMETER, AMERICAN, ELM TREE, 9.24 M (30.31 FT) NORTH OF A WITNESS
 LG0804'POST AND IS RECESSED 0.1 M (0.3 FT) BELOW THE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0800 ***********************************************************************
 LG0800  DESIGNATION -  STUHR 5
 LG0800  PID         -  LG0800
 LG0800  STATE/COUNTY-  NE/SEWARD
 LG0800  COUNTRY     -  US
 LG0800  USGS QUAD   -  BEAVER CROSSING (2017)
 LG0800
 LG0800                         *CURRENT SURVEY CONTROL
 LG0800  ______________________________________________________________________
 LG0800* NAD 83(1995) POSITION- 40 49 09.47996(N) 097 20 56.57698(W)   ADJUSTED
 LG0800* NAVD 88 ORTHO HEIGHT -   478.49  (+/-2cm)     1569.8   (feet) VERTCON
 LG0800  ______________________________________________________________________
 LG0800  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 LG0800  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LG0800  HORZ ORDER      -  SECOND
 LG0800  VERT ORDER      -  THIRD ? (See Below)
 LG0800
 LG0800.The horizontal coordinates were established by classical geodetic methods
 LG0800.and adjusted by the National Geodetic Survey in August 1997.
 LG0800
 LG0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0800
 LG0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0800.GEOID18 height accuracy estimate available here.
 LG0800
 LG0800.The vertical order pertains to the NGVD 29 superseded value.
 LG0800
 LG0800.Click photographs - Photos may exist for this station.
 LG0800
 LG0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0800
 LG0800. The following values were computed from the NAD 83(1995) position.
 LG0800
 LG0800;                    North         East     Units Scale Factor Converg.
 LG0800;SPC NE       -   112,897.028   723,550.809   MT  0.99972985   +1 45 24.4
 LG0800;SPC NE       -   370,396.33  2,373,849.61   sFT  0.99972985   +1 45 24.4
 LG0800;UTM  14      - 4,520,009.370   639,228.845   MT  0.99983859   +1 04 45.7
 LG0800
 LG0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0800!SPC NE       -   0.99992914  x   0.99972985  =   0.99965901
 LG0800!UTM  14      -   0.99992914  x   0.99983859  =   0.99976775
 LG0800
 LG0800:                Primary Azimuth Mark                     Grid Az
 LG0800:SPC NE       -  STUHR 5 AZ MK                            229 46 18.7
 LG0800:UTM  14      -  STUHR 5 AZ MK                            230 26 57.4
 LG0800
 LG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3922820009(NAD 83)
 LG0800
 LG0800|---------------------------------------------------------------------|
 LG0800| PID    Reference Object                     Distance      Geod. Az  |
 LG0800|                                                           dddmmss.s |
 LG0800| CO2503 STUHR 5 RM 1                                       07029     |
 LG0800| CO2502 STUHR 5 AZ MK                                      2313143.1 |
 LG0800| CO2504 STUHR 5 RM 2                                       31820     |
 LG0800|---------------------------------------------------------------------|
 LG0800
 LG0800                          SUPERSEDED SURVEY CONTROL
 LG0800
 LG0800  NAD 83(1986)-  40 49 09.48856(N)    097 20 56.57748(W) AD(       ) 2
 LG0800  NAD 27      -  40 49 09.45911(N)    097 20 55.40039(W) AD(       ) 2
 LG0800  NGVD 29             478.31   (m)         1569.3    (f) LEVELING    3  
 LG0800
 LG0800.Superseded values are not recommended for survey control.
 LG0800
 LG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0800.See file dsdata.pdf to determine how the superseded data were derived.
 LG0800
 LG0800_MARKER: DS = TRIANGULATION STATION DISK
 LG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0800_STAMPING: STUHR 5 1961
 LG0800_MARK LOGO: NEDR
 LG0800_PROJECTION: RECESSED 27 CENTIMETERS
 LG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0800+STABILITY: SURFACE MOTION
 LG0800
 LG0800  HISTORY     - Date     Condition        Report By
 LG0800  HISTORY     - 1961     MONUMENTED       NEDR
 LG0800
 LG0800                          STATION DESCRIPTION
 LG0800
 LG0800'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0800'THE STATION IS LOCATED 0.3 MILES WEST AND 5.3 MILES SOUTH OF
 LG0800'THE POST OFFICE AT UTICA IN THE CENTER OF A COUNTY ROAD BETWEEN
 LG0800'SECTIONS 19 AND 20, T 10 N, R 1 E.
 LG0800'
 LG0800'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO 0.15
 LG0800'MILES SOUTH ACROSS THE RAILROAD TRACKS, TURN RIGHT AT A ROAD
 LG0800'INTERSECTION AND GO WEST 0.3 MILES TO A T INTERSECTION, TURN
 LG0800'LEFT AND GO SOUTH 5.3 MILES TO THE STATION IN THE CENTER OF
 LG0800'THE ROAD AS DESCRIBED.
 LG0800'
 LG0800'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0800'DISK, STAMPED STUHR 5, 1961 SET IN THE TOP OF A CONCRETE
 LG0800'MONUMENT BURIED 0.9 FEET BELOW THE SURFACE OF THE ROADWAY.  IT
 LG0800'IS 125.0 FEET SOUTH EAST TO A TELEPHONE POLE.
 LG0800'
 LG0800'REFERENCE MARK NUMBER ONE IS A DEPARTMENT OF ROADS STANDARD
 LG0800'REFERENCE MARK DISK STAMPED STUHR 5 RM. 1 SET IN THE TOP OF A
 LG0800'CONCRETE MONUMENT WHICH PROJECTS 0.6 FEET ABOVE THE GROUND.  IT
 LG0800'IS 32.0 FEET WEST TO THE CENTER OF THE NORTH-SOUTH COUNTY ROAD.
 LG0800'
 LG0800'REFERENCE MARK NUMBER TWO IS A DEPARTMENT OF ROADS STANDARD
 LG0800'REFERENCE MARK STAMPED STUHR 5 RM 2 SET IN THE TOP OF A CONCRETE
 LG0800'MONUMENT WHICH PROJECTS 0.6 FEET ABOVE THE GROUND.  IT IS 32.0
 LG0800'FEET EAST TO THE CENTER OF THE COUNTY ROAD AND 2.0 FEET SOUTH
 LG0800'TO A POWER POLE.
 LG0800'
 LG0800'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LG0800'DISK STAMPED STUHR 5 AZIMUTH MARK SET IN THE TOP OF A 6 IN.
 LG0800'CONCRETE MONUMENT IN WHICH PROJECTS ABOVE THE GROUND.
 LG0800'
 LG0800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ABOUT .3
 LG0800'MILE TO THE EAST-WEST COUNTY ROAD INTERSECTION, TURN RIGHT
 LG0800'(WEST) AND PROCEED 0.4 MILE.  AT THIS POINT THERE IS A FENCE
 LG0800'CORNER ON THE NORTH SIDE OF THE ROAD, AN EAST-WEST FENCE ENDS
 LG0800'AND A NORTH-SOUTH FENCE BEGINS.
 LG0800'
 LG0800'AZIMUTH IS LOCATED ON SOUTH SIDE OF FENCE CLOSE TO CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0910 ***********************************************************************
 LG0910  DESIGNATION -  STUHR NORTHWEST
 LG0910  PID         -  LG0910
 LG0910  STATE/COUNTY-  NE/YORK
 LG0910  COUNTRY     -  US
 LG0910  USGS QUAD   -  YORK SOUTH (2017)
 LG0910
 LG0910                         *CURRENT SURVEY CONTROL
 LG0910  ______________________________________________________________________
 LG0910* NAD 83(1995) POSITION- 40 49 09.58194(N) 097 31 15.27527(W)   ADJUSTED
 LG0910* NAVD 88 ORTHO HEIGHT -   494.94  (+/-2cm)     1623.8   (feet) VERTCON
 LG0910  ______________________________________________________________________
 LG0910  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 LG0910  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 LG0910  HORZ ORDER      -  SECOND
 LG0910  VERT ORDER      -  THIRD ? (See Below)
 LG0910
 LG0910.The horizontal coordinates were established by classical geodetic methods
 LG0910.and adjusted by the National Geodetic Survey in August 1997.
 LG0910
 LG0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0910
 LG0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0910.GEOID18 height accuracy estimate available here.
 LG0910
 LG0910.The vertical order pertains to the NGVD 29 superseded value.
 LG0910
 LG0910.Click photographs - Photos may exist for this station.
 LG0910
 LG0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0910
 LG0910. The following values were computed from the NAD 83(1995) position.
 LG0910
 LG0910;                    North         East     Units Scale Factor Converg.
 LG0910;SPC NE       -   112,470.201   709,062.073   MT  0.99972984   +1 38 34.4
 LG0910;SPC NE       -   368,995.98  2,326,314.48   sFT  0.99972984   +1 38 34.4
 LG0910;UTM  14      - 4,519,753.660   624,734.849   MT  0.99979150   +0 58 01.1
 LG0910
 LG0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0910!SPC NE       -   0.99992653  x   0.99972984  =   0.99965639
 LG0910!UTM  14      -   0.99992653  x   0.99979150  =   0.99971804
 LG0910
 LG0910:                Primary Azimuth Mark                     Grid Az
 LG0910:SPC NE       -  STUHR NW AZ MK                           213 17 26.9
 LG0910:UTM  14      -  STUHR NW AZ MK                           213 58 00.2
 LG0910
 LG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2473419753(NAD 83)
 LG0910
 LG0910|---------------------------------------------------------------------|
 LG0910| PID    Reference Object                     Distance      Geod. Az  |
 LG0910|                                                           dddmmss.s |
 LG0910| CO2506 STUHR NW RM 1                                      03938     |
 LG0910| CO2507 STUHR NW RM 2                                      13939     |
 LG0910| CO2505 STUHR NW AZ MK                                     2145601.3 |
 LG0910| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 8.0 KM 3105703.3 |
 LG0910| LG0894 AIRPORT BEACON YORK AIRPORT         APPROX. 9.6 KM 3222612.7 |
 LG0910|---------------------------------------------------------------------|
 LG0910
 LG0910                          SUPERSEDED SURVEY CONTROL
 LG0910
 LG0910  NAD 83(1986)-  40 49 09.59019(N)    097 31 15.27599(W) AD(       ) 2
 LG0910  NAD 27      -  40 49 09.55793(N)    097 31 14.09055(W) AD(       ) 2
 LG0910  NGVD 29             494.75   (m)         1623.2    (f) LEVELING    3  
 LG0910
 LG0910.Superseded values are not recommended for survey control.
 LG0910
 LG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0910.See file dsdata.pdf to determine how the superseded data were derived.
 LG0910
 LG0910_MARKER: DS = TRIANGULATION STATION DISK
 LG0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0910_STAMPING: STUHR NORTHWEST 1961
 LG0910_MARK LOGO: NEDR
 LG0910_PROJECTION: RECESSED 15 CENTIMETERS
 LG0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0910+STABILITY: SURFACE MOTION
 LG0910
 LG0910  HISTORY     - Date     Condition        Report By
 LG0910  HISTORY     - 1961     MONUMENTED       NEDR
 LG0910
 LG0910                          STATION DESCRIPTION
 LG0910
 LG0910'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0910'THE STATION IS LOCATED 3.5 MILES SOUTH AND 4.2 MILES EAST OF COUNTY
 LG0910'COURT HOUSE IN YORK, BETWEEN SECTION 22 AND 23 T 1O N R 2 W.
 LG0910'
 LG0910'TO REACH STATION FROM COUNTY COURT HOUSE IN YORK, PROCEED 3.9 MILES
 LG0910'SOUTH ALONG STATE HIGHWAY 81 TO INTERSECTION OF COUNTY ROAD, TURN
 LG0910'LEFT (EAST) ON COUNTY ROAD AND GO 4.2 MILES TO COUNTY ROAD
 LG0910'INTERSECTION, TURN LEFT AND GO 0.4 MILES NORTH TO STATION.
 LG0910'
 LG0910'THE STATION IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION DISK
 LG0910'STAMPED STUHR NORTHWEST - 1961 AND IS 0.5 FEET BELOW GROUND
 LG0910'ELEVATION IN THE CENTER OF COUNTY ROAD.  IT IS 33.0 FEET EAST TO
 LG0910'STEEL WITNESS POST AND SIGN.
 LG0910'
 LG0910'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LG0910'MARK DISK STAMPED STUHR N.W. R.M. 1, IS 39.7 FEET NORTH OF
 LG0910'STEEL WITNESS POST AND SIGN, 33.0 FEET EAST OF CENTERLINE COUNTY
 LG0910'ROAD.  IT PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0910'
 LG0910'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LG0910'DISK STAMPED STUHR N.W. R.M. 2.  IT IS 39.7 FEET NORTH OF STEEL
 LG0910'WITNESS POST, 32.0 FEET EAST OF CENTERLINE OF COUNTY ROAD.
 LG0910'IT PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0910'
 LG0910'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH 0.4 MILES
 LG0910'TO COUNTY ROAD INTERSECTION, TURN RIGHT (WEST) AND GO 0.3 MILES TO
 LG0910'MARK.
 LG0910'
 LG0910'AZIMUTH IS A DEPARTMENT OF ROADS STANDARD (AZIMUTH) MARK, STAMPED
 LG0910'STUHR NORTHWEST - 1961.  IT IS 21.0 FEET NORTH OF CENTERLINE OF
 LG0910'COUNTY ROAD, 1.6 FEET SOUTH OF STEEL WITNESS POST, AND 3.0 FEET
 LG0910'SOUTHEAST OF CORNER FENCE POST.  IT PROJECTS 0.2 FEET ABOVE GROUND
 LG0910'ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0942 ***********************************************************************
 LG0942  DESIGNATION -  STUMP
 LG0942  PID         -  LG0942
 LG0942  STATE/COUNTY-  NE/FILLMORE
 LG0942  COUNTRY     -  US
 LG0942  USGS QUAD   -  BIXBY (2017)
 LG0942
 LG0942                         *CURRENT SURVEY CONTROL
 LG0942  ______________________________________________________________________
 LG0942* NAD 83(1995) POSITION- 40 41 01.55257(N) 097 48 19.10391(W)   ADJUSTED
 LG0942* NAVD 88 ORTHO HEIGHT -   522.    (meters)     1713.    (feet) SCALED
 LG0942  ______________________________________________________________________
 LG0942  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 LG0942  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 LG0942  HORZ ORDER      -  THIRD
 LG0942
 LG0942.The horizontal coordinates were established by classical geodetic methods
 LG0942.and adjusted by the National Geodetic Survey in August 1997.
 LG0942
 LG0942.The orthometric height was scaled from a topographic map.
 LG0942
 LG0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0942.GEOID18 height accuracy estimate available here.
 LG0942
 LG0942.Click photographs - Photos may exist for this station.
 LG0942
 LG0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0942
 LG0942. The following values were computed from the NAD 83(1995) position.
 LG0942
 LG0942;                    North         East     Units Scale Factor Converg.
 LG0942;SPC NE       -    96,776.408   685,466.330   MT  0.99976069   +1 27 15.9
 LG0942;SPC NE       -   317,507.27  2,248,900.78   sFT  0.99976069   +1 27 15.9
 LG0942;UTM  14      - 4,504,339.077   600,955.342   MT  0.99972545   +0 46 43.9
 LG0942
 LG0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0942!SPC NE       -   0.99992219  x   0.99976069  =   0.99968290
 LG0942!UTM  14      -   0.99992219  x   0.99972545  =   0.99964766
 LG0942
 LG0942:                Primary Azimuth Mark                     Grid Az
 LG0942:SPC NE       -  STUMP AZ MK                              088 41 23.6
 LG0942:UTM  14      -  STUMP AZ MK                              089 21 55.6
 LG0942
 LG0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0095504339(NAD 83)
 LG0942
 LG0942|---------------------------------------------------------------------|
 LG0942| PID    Reference Object                     Distance      Geod. Az  |
 LG0942|                                                           dddmmss.s |
 LG0942| CO2509 STUMP RM 1                           20.814 METERS 02013     |
 LG0942| CO2508 STUMP AZ MK                                        0900839.5 |
 LG0942| CO2510 STUMP RM 2                           23.560 METERS 22345     |
 LG0942|---------------------------------------------------------------------|
 LG0942
 LG0942                          SUPERSEDED SURVEY CONTROL
 LG0942
 LG0942  NAD 83(1986)-  40 41 01.55950(N)    097 48 19.10489(W) AD(       ) 3
 LG0942  NAD 27      -  40 41 01.54600(N)    097 48 17.92800(W) AD(       ) 3
 LG0942
 LG0942.Superseded values are not recommended for survey control.
 LG0942
 LG0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0942.See file dsdata.pdf to determine how the superseded data were derived.
 LG0942
 LG0942_MARKER: DS = TRIANGULATION STATION DISK
 LG0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0942_STAMPING: STUMP 1950
 LG0942_MARK LOGO: CGS
 LG0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0942+STABILITY: SURFACE MOTION
 LG0942
 LG0942  HISTORY     - Date     Condition        Report By
 LG0942  HISTORY     - 1950     MONUMENTED       CGS
 LG0942
 LG0942                          STATION DESCRIPTION
 LG0942
 LG0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0942'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF SUTTON,
 LG0942'6-1/2 MILES NORTHWEST OF GRAFTON AND IN THE SOUTHWEST ANGLE OF A
 LG0942'CROSSROADS.  IT IS 63 FEET WEST OF THE CENTERLINE OF A NORTH
 LG0942'AND SOUTH ROAD, 34 FEET SOUTH OF THE CENTERLINE OF AN EAST AND
 LG0942'WEST ROAD, 14 FEET EAST OF A CATALPA TREE, 6 FEET WEST OF A
 LG0942'WITNESS POST AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 LG0942'PROJECTS 8 INCHES AND THE DISK IS STAMPED STUMP 1950.
 LG0942'
 LG0942'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTERLINE OF AN
 LG0942'EAST AND WEST ROAD, 40 FEET WEST OF THE CENTERLINE OF A
 LG0942'NORTH AND SOUTH ROAD, 5 FEET WEST OF A FENCE CORNER AND 1 FOOT
 LG0942'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES
 LG0942'AND THE DISK IS STAMPED STUMP NO 1 1950.
 LG0942'
 LG0942'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTERLINE OF THE
 LG0942'EAST AND WEST ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE
 LG0942'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0942'STUMP NO 2 1950.
 LG0942'
 LG0942'AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF AN EAST AND
 LG0942'WEST ROAD, 16 FEET WEST OF THE CENTERLINE OF A FIELD DRIVEWAY AND
 LG0942'2.5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LG0942'AND THE DISK IS STAMPED STUMP 1950.
 LG0942'
 LG0942'TO REACH FROM THE MAIN INTERSECTION IN THE TOWN OF GRAFTON,
 LG0942'GO SOUTH 0.15 MILE TO U.S. HIGHWAY 6, TURN RIGHT (WEST) ON HIGHWAY
 LG0942'6 FOR 4.85 MILES TO A CROSSROAD, TURN RIGHT ON A GRAVELED ROAD
 LG0942'4.2 MILES TO CROSSROADS AND THE STATION IN THE SOUTHWEST ANGLE
 LG0942'OF THE ROADS.
 LG0942'
 LG0942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.25 MILE
 LG0942'TO THE MARK ON THE RIGHT OR SOUTH SIDE OF THE ROAD.
 LG0942'
 LG0942'A 100 FT. SIGNAL AT SUTTON IS V.G.
 LG0942'
 LG0942'A 50 FT. SIGNAL AT GRAFTON IS V.G.
 LG0942'
 LG0942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1391 ***********************************************************************
 LF1391  DESIGNATION -  STUTHEIT
 LF1391  PID         -  LF1391
 LF1391  STATE/COUNTY-  NE/NEMAHA
 LF1391  COUNTRY     -  US
 LF1391  USGS QUAD   -  HOWE SW (2017)
 LF1391
 LF1391                         *CURRENT SURVEY CONTROL
 LF1391  ______________________________________________________________________
 LF1391* NAD 83(1995) POSITION- 40 17 39.43674(N) 095 59 43.03853(W)   ADJUSTED
 LF1391* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 LF1391  ______________________________________________________________________
 LF1391  GEOID HEIGHT    -        -29.079 (meters)                     GEOID18
 LF1391  LAPLACE CORR    -         -7.20  (seconds)                    DEFLEC18
 LF1391  HORZ ORDER      -  FIRST
 LF1391
 LF1391.The horizontal coordinates were established by classical geodetic methods
 LF1391.and adjusted by the National Geodetic Survey in August 1997.
 LF1391
 LF1391.The orthometric height was scaled from a topographic map.
 LF1391
 LF1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1391.GEOID18 height accuracy estimate available here.
 LF1391
 LF1391.Click photographs - Photos may exist for this station.
 LF1391
 LF1391.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1391
 LF1391. The following values were computed from the NAD 83(1995) position.
 LF1391
 LF1391;                    North         East     Units Scale Factor Converg.
 LF1391;SPC NE       -    59,064.838   840,342.545   MT  0.99987991   +2 39 14.1
 LF1391;SPC NE       -   193,781.89  2,757,023.83   sFT  0.99987991   +2 39 14.1
 LF1391;UTM  15      - 4,464,727.038   245,404.864   MT  1.00039798   -1 56 17.3
 LF1391;UTM  14      - 4,464,754.188   755,396.202   MT  1.00040301   +1 56 39.3
 LF1391
 LF1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1391!SPC NE       -   0.99994447  x   0.99987991  =   0.99982439
 LF1391!UTM  15      -   0.99994447  x   1.00039798  =   1.00034243
 LF1391!UTM  14      -   0.99994447  x   1.00040301  =   1.00034746
 LF1391
 LF1391:                Primary Azimuth Mark                     Grid Az
 LF1391:SPC NE       -  STUTHEIT AZ MK                           126 29 21.7
 LF1391:UTM  15      -  STUTHEIT AZ MK                           131 04 53.1
 LF1391:UTM  14      -  STUTHEIT AZ MK                           127 11 56.5
 LF1391
 LF1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4540464727(NAD 83)
 LF1391
 LF1391|---------------------------------------------------------------------|
 LF1391| PID    Reference Object                     Distance      Geod. Az  |
 LF1391|                                                           dddmmss.s |
 LF1391| LF1394 HICKORY GROVE LUTHERAN CHURCH       APPROX.10.6 KM 0294341.7 |
 LF1391| CL7694 STUTHEIT RM 1                        40.480 METERS 04153     |
 LF1391| LF1367 PERU MUNICIPAL TANK                 APPROX.29.9 KM 0474454.7 |
 LF1391| LF1388 AUBURN MUNICIPAL STANDPIPE          APPROX.15.6 KM 0515051.7 |
 LF1391| LF1389 AUBURN ST JOSEPHS CATH CHURCH       APPROX.16.1 KM 0525915.3 |
 LF1391| CL7693 STUTHEIT AZ MK                                     1290835.8 |
 LF1391| CL7695 STUTHEIT RM 2                        30.986 METERS 18546     |
 LF1391| LG0971 ST PAUL EVANGELICAL LUTH CH         APPROX.31.9 KM 3180814.9 |
 LF1391| LG1002 MARTIN LUTHER CHURCH SPIRE          APPROX. 4.6 KM 3441034.4 |
 LF1391| LF1393 JOHNSON MUNICIPAL TANK              APPROX.13.2 KM 3591804.8 |
 LF1391|---------------------------------------------------------------------|
 LF1391
 LF1391                          SUPERSEDED SURVEY CONTROL
 LF1391
 LF1391  NAD 83(1986)-  40 17 39.44425(N)    095 59 43.03478(W) AD(       ) 1
 LF1391  NAD 27      -  40 17 39.44400(N)    095 59 42.02800(W) AD(       ) 1
 LF1391
 LF1391.Superseded values are not recommended for survey control.
 LF1391
 LF1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1391.See file dsdata.pdf to determine how the superseded data were derived.
 LF1391
 LF1391_MARKER: DS = TRIANGULATION STATION DISK
 LF1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1391_STAMPING: STUTHEIT 1934
 LF1391_MARK LOGO: CGS
 LF1391_PROJECTION: FLUSH
 LF1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1391+STABILITY: SURFACE MOTION
 LF1391
 LF1391  HISTORY     - Date     Condition        Report By
 LF1391  HISTORY     - 1934     MONUMENTED       CGS
 LF1391  HISTORY     - 1947     GOOD             CGS
 LF1391
 LF1391                          STATION DESCRIPTION
 LF1391
 LF1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1391'STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF AUBURN, IN
 LF1391'SE 1/4 SEC. 19 OF T. 4 N., R. 13 E. ON LAND OWNED BY T.H. STUTHEIT.
 LF1391'MARK IS IN FARMYARD OF MR. STUTHEIT, 35 FEET EAST
 LF1391'OF SOUTHEAST CORNER OF LARGE WHITE HOUSE AND 36 FEET NORTH OF
 LF1391'DRIVEWAY TO FARM BUILDINGS AND IS FLUSH WITH SURFACE.
 LF1391'UNDERGROUND MARK SET AS DESCRIBED.
 LF1391'
 LF1391'TO REACH FROM AUBURN FROM MAIN INTERSECTION, GO SOUTH ON U.S.
 LF1391'HIGHWAY 75 FOR 5 MILES, THEN WEST ON DIRT ROAD 3 MILES TO CROSSROADS
 LF1391'THEN SOUTH ONE MILE, THEN WEST 5 MILES, THEN SOUTH 0.7 MILE TO A
 LF1391'GATE ON WEST, PASS THROUGH GATE AND GO 0.15 MILE TO STATION ON
 LF1391'NORTH.
 LF1391'
 LF1391'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION 40.435
 LF1391'METERS (132.66 FEET), ALONG WEST SIDE OF GARDEN FENCE.  MARK
 LF1391'IS FLUSH WITH SURFACE.
 LF1391'
 LF1391'REFERENCE MARK NO. 2 IS SOUTH OF STATION
 LF1391'30.980 METERS (101.64 FEET), IN CORNER OF FENCE AROUND CHICKEN
 LF1391'YARD.  MARK IS FLUSH WITH SURFACE.
 LF1391'
 LF1391'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST
 LF1391'OF STATION ON THE SOUTH SIDE OF AN EAST-AND-WEST ROAD, 15 FEET
 LF1391'FROM CENTERLINE AND 4.0 FEET NORTH OF FENCE LINE.
 LF1391'
 LF1391'HEIGHT OF LIGHT ABOVE STATON MARK - 23 METERS.
 LF1391
 LF1391                          STATION RECOVERY (1947)
 LF1391
 LF1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF1391'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LF1391'CONDITION.  REFERENCE MARK NO. 2 IS IN THE LOT EAST OF A
 LF1391'NORTH-SOUTH FENCE LINE AT THE EAST SIDE OF THE FARM YARD AND NOT
 LF1391'IN THE CHICKEN YARD PREVIOUSLY MENTIONED IN THE 1934 DESCRIPTION.
 LF1391'
 LF1391'A SLOPE MEASUREMENT WAS TAKEN TO REFERENCE MARK NO. 1.  A
 LF1391'DISTANCE OF 132.81 FEET AS COMPARED TO 132.66 FEET (1934
 LF1391'MEASUREMENT).
 LF1391'
 LF1391'A COMPLETE NEW DESCRIPTION FOLLOWS-
 LF1391'
 LF1391'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF AUBURN AND 11
 LF1391'MILES SOUTHEAST OF TECUMSEH ON LAND OWNED BY T.H. STUTHEIT.  THE
 LF1391'MARK IS 35 FEET EAST OF THE SOUTHEAST CORNER OF
 LF1391'THE FENCE AT THE EAST EDGE OF THE FARM YARD, 12 FEET NORTH
 LF1391'OF THE CENTER OF THE EAST-WEST DIRT ROAD LEADING TO THE FARM
 LF1391'HOUSE AND 98 FEET SOUTH OF THE EAST-WEST FENCE AT THE SOUTH
 LF1391'EDGE OF THE GARDEN.  IT IS STAMPED STUTHEIT 1934 AND IS FLUSH
 LF1391'WITH THE GROUND.
 LF1391'
 LF1391'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTH-SOUTH
 LF1391'FENCE SEPARATING TWO GARDEN PLOTS AND 12 FEET NORTH OF AN
 LF1391'EAST-WEST FENCE LINE.  IT IS STAMPED STUTHEIT NO 1 1934
 LF1391'AND IS FLUSH WITH THE GROUND.
 LF1391'
 LF1391'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE
 LF1391'NORTH-SOUTH FENCE AT THE EAST SIDE OF THE FARM YARD, 29.5 FEET
 LF1391'NORTH OF AN EAST-WEST FENCE LINE AND 18 FEET EAST OF A LARGE
 LF1391'ELM TREE.  IT IS STAMPED STUTHIET NO 2 1934 AND IS FLUSH
 LF1391'WITH THE GROUND.
 LF1391'
 LF1391'AZIMUTH MARK IS 0.2 MILE EAST OF A CROSSROAD AT THE
 LF1391'TOP OF THE GRADE ON THE RIGHT-OF-WAY, 21 FEET SOUTH OF THE CENTER
 LF1391'OF AN EAST-WEST DIRT ROAD.  IT IS 12 FEET NORTH OF A HEDGE
 LF1391'ROW, 1 FOOT NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LF1391'POST PROJECTING 3 FEET AND ABOUT 114 FEET WEST OF A DIRT ROAD
 LF1391'LEADING NORTH TO A FARM HOUSE.  IT IS STAMPED STUTHEIT AZI
 LF1391'1934 AND PROJECTS 10 INCHES.
 LF1391'
 LF1391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 3
 LF1391'AT THE NORTH EDGE OF TECUMSEH, GO EAST FOR 9.8 MILES TO THE
 LF1391'JUNCTION OF STATE 3 AND COUNTY HIGHWAY 105, TURN SOUTH FOR 5.8
 LF1391'MILES TO A T-ROAD, TURN LEFT FOR 1 MILE TO A CROSSROAD, TURN
 LF1391'LEFT AND GO 0.3 MILE TO A GATE ON THE LEFT, PASS THROUGH
 LF1391'GATE AND GO 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LF1391'
 LF1391'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.15 MILE
 LF1391'TO THE GATE, TURN RIGHT, SOUTH, FOR 0.3 MILE TO A CROSSROAD,
 LF1391'TURN LEFT, EAST, FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 LF1391'DESCRIBED.
 LF1391'
 LF1391'A 20 FOOT SIGNAL AT HORALEK 1934 IS VISIBLE AT 10 FEET.
 LF1391'
 LF1391'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 40 FEET.
 LF1391'
 LF1391'A 74 FOOT SIGNAL AT STEINAUER IS VISIBLE AT 40 FEET.
 LF1391'
 LF1391'A 74 FOOT SIGNAL AT VESTA IS VISIBLE AT 60 FEET.
 LF1391'
 LF1391'AN 87 FOOT SIGNAL AT MANS IS VISIBLE AT 60 FEET.
 LF1391'
 LF1391'AN 87 FOOT SIGNAL AT WOERLEN 1934 IS VISIBLE AT 30 FEET.
 LF1391'
 LF1391'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0841 ***********************************************************************
 LG0841  DESIGNATION -  SUDA
 LG0841  PID         -  LG0841
 LG0841  STATE/COUNTY-  NE/FILLMORE
 LG0841  COUNTRY     -  US
 LG0841  USGS QUAD   -  TOBIAS (2017)
 LG0841
 LG0841                         *CURRENT SURVEY CONTROL
 LG0841  ______________________________________________________________________
 LG0841* NAD 83(1995) POSITION- 40 27 57.47583(N) 097 22 10.62246(W)   ADJUSTED
 LG0841* NAVD 88 ORTHO HEIGHT -   496.95  (+/-2cm)     1630.4   (feet) VERTCON
 LG0841  ______________________________________________________________________
 LG0841  GEOID HEIGHT    -        -26.894 (meters)                     GEOID18
 LG0841  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 LG0841  HORZ ORDER      -  SECOND
 LG0841  VERT ORDER      -  THIRD ? (See Below)
 LG0841
 LG0841.The horizontal coordinates were established by classical geodetic methods
 LG0841.and adjusted by the National Geodetic Survey in August 1997.
 LG0841
 LG0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0841
 LG0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0841.GEOID18 height accuracy estimate available here.
 LG0841
 LG0841.The vertical order pertains to the NGVD 29 superseded value.
 LG0841
 LG0841.Click photographs - Photos may exist for this station.
 LG0841
 LG0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0841
 LG0841. The following values were computed from the NAD 83(1995) position.
 LG0841
 LG0841;                    North         East     Units Scale Factor Converg.
 LG0841;SPC NE       -    73,634.387   723,010.130   MT  0.99982177   +1 44 35.3
 LG0841;SPC NE       -   241,582.15  2,372,075.73   sFT  0.99982177   +1 44 35.3
 LG0841;UTM  14      - 4,480,753.412   638,221.381   MT  0.99983517   +1 03 29.8
 LG0841
 LG0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0841!SPC NE       -   0.99992627  x   0.99982177  =   0.99974805
 LG0841!UTM  14      -   0.99992627  x   0.99983517  =   0.99976145
 LG0841
 LG0841:                Primary Azimuth Mark                     Grid Az
 LG0841:SPC NE       -  SUDA AZ MK                               084 26 18.2
 LG0841:UTM  14      -  SUDA AZ MK                               085 07 23.7
 LG0841
 LG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3822180753(NAD 83)
 LG0841
 LG0841|---------------------------------------------------------------------|
 LG0841| PID    Reference Object                     Distance      Geod. Az  |
 LG0841|                                                           dddmmss.s |
 LG0841| CO2514 SUDA AZ MK                                         0861053.5 |
 LG0841| CO2515 SUDA RM 1                            24.950 METERS 12120     |
 LG0841| LG0840 TOBIAS MUNICIPAL TANK               APPROX. 5.9 KM 1510435.0 |
 LG0841| LG0848 OHIOWA MUNICIPAL TANK               APPROX. 9.3 KM 2285214.6 |
 LG0841| CO2516 SUDA RM 2                            21.119 METERS 25553     |
 LG0841| LG0789 MILLIGAN MUNICIPAL TANK             APPROX. 4.2 KM 3351710.3 |
 LG0841|---------------------------------------------------------------------|
 LG0841
 LG0841                          SUPERSEDED SURVEY CONTROL
 LG0841
 LG0841  NAD 83(1986)-  40 27 57.48290(N)    097 22 10.62292(W) AD(       ) 2
 LG0841  NAD 27      -  40 27 57.47200(N)    097 22 09.45100(W) AD(       ) 2
 LG0841  NGVD 29             496.78   (m)         1629.9    (f) LEVELING    3  
 LG0841
 LG0841.Superseded values are not recommended for survey control.
 LG0841
 LG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0841.See file dsdata.pdf to determine how the superseded data were derived.
 LG0841
 LG0841_MARKER: DS = TRIANGULATION STATION DISK
 LG0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0841_STAMPING: SUDA 1950
 LG0841_MARK LOGO: CGS
 LG0841_PROJECTION: FLUSH
 LG0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0841+STABILITY: SURFACE MOTION
 LG0841
 LG0841  HISTORY     - Date     Condition        Report By
 LG0841  HISTORY     - 1950     MONUMENTED       CGS
 LG0841  HISTORY     - 1970     GOOD             NGS
 LG0841
 LG0841                          STATION DESCRIPTION
 LG0841
 LG0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0841'THE STATION IS LOCATED ABOUT 2 MILES SOUTH AND 1 MILE EAST OF
 LG0841'THE SMALL TOWN OF MILLIGAN.  IT IS 0.05 MILE SOUTH OF A DIRT
 LG0841'ROAD, 237 FEET WEST OF A RAILROAD TRACK AND 44 FEET WEST OF THE
 LG0841'CENTERLINE OF A DRIVEWAY.  THE MARK IS SET FLUSH WITH THE GROUND
 LG0841'AND THE DISK IS STAMPED SUDA 1950.
 LG0841'
 LG0841'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTERLINE OF A
 LG0841'DRIVEWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0841'STAMPED SUDA NO 1 1950.
 LG0841'
 LG0841'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF A ROW OF FRUIT TREES,
 LG0841'18 FEET SOUTH OF A ROW OF FRUIT TREES AND 2.5 FEET EAST OF A
 LG0841'PEACH TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0841'STAMPED SUDA NO 2 1950.
 LG0841'
 LG0841'AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 LG0841'2.7 FEET WEST OF A POWERLINE POLE AND 2 FEET WEST OF A WHITE
 LG0841'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0841'IS STAMPED SUDA 1950.
 LG0841'
 LG0841'TO REACH THE STATION FROM THE CROSSROADS AT THE SOUTH EDGE OF
 LG0841'MILLIGAN, (WHERE STATE HIGHWAY 41 TURNS EAST) GO SOUTH ON DIRT
 LG0841'ROAD FOR 2.05 MILES TO A CROSSROADS.  TURN EAST 0.9 MILE TO A
 LG0841'DRIVEWAY ON RIGHT.  (AZIMUTH MARK REACHED FROM THIS POINT BY
 LG0841'CONTINUING EAST FOR 0.35 MILE TO MARK ON SOUTH SIDE OF ROAD)
 LG0841'TURN RIGHT (SOUTH) FOR 0.05 MILE TO STATION ON RIGHT.
 LG0841'
 LG0841'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0841
 LG0841                          STATION RECOVERY (1970)
 LG0841
 LG0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0841'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0841'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0841'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0841'FOR RECOVERY.
 LG0841'
 LG0841'A METAL WITNESS POST WAS SET IN A FENCELINE 2 FEET WEST OF REFERENCE
 LG0841'MARK NO. 1.
 LG0841'
 LG0841'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK AND THE
 LG0841'MARK IS ACROSS THE ROAD SOUTH OF A DRIVEWAY LEADING TO A FARM HOUSE
 LG0841'AND BUILDINGS.
 LG0841'
 LG0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LG0841'SOUTH AND 1 MILE EAST OF MILLIGAN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0725 ***********************************************************************
 NP0725  DESIGNATION -  SUGAR
 NP0725  PID         -  NP0725
 NP0725  STATE/COUNTY-  NE/SIOUX
 NP0725  COUNTRY     -  US
 NP0725  USGS QUAD   -  ORELLA (2017)
 NP0725
 NP0725                         *CURRENT SURVEY CONTROL
 NP0725  ______________________________________________________________________
 NP0725* NAD 83(1995) POSITION- 42 53 45.79721(N) 103 33 19.26427(W)   ADJUSTED
 NP0725* NAVD 88 ORTHO HEIGHT -  1159.    (meters)     3802.    (feet) SCALED
 NP0725  ______________________________________________________________________
 NP0725  GEOID HEIGHT    -        -16.604 (meters)                     GEOID18
 NP0725  LAPLACE CORR    -         -6.54  (seconds)                    DEFLEC18
 NP0725  HORZ ORDER      -  FIRST
 NP0725
 NP0725.The horizontal coordinates were established by classical geodetic methods
 NP0725.and adjusted by the National Geodetic Survey in August 1997.
 NP0725
 NP0725.The orthometric height was scaled from a topographic map.
 NP0725
 NP0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0725.GEOID18 height accuracy estimate available here.
 NP0725
 NP0725.Click photographs - Photos may exist for this station.
 NP0725
 NP0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0725
 NP0725. The following values were computed from the NAD 83(1995) position.
 NP0725
 NP0725;                    North         East     Units Scale Factor Converg.
 NP0725;SPC NE       -   346,043.759   209,700.213   MT  0.99995397   -2 21 22.0
 NP0725;SPC NE       - 1,135,311.90    687,991.45   sFT  0.99995397   -2 21 22.0
 NP0725;SPC SD S     -    67,617.908   336,900.865   MT  0.99998574   -2 13 21.8
 NP0725;SPC SD S     -   221,843.09  1,105,315.59   sFT  0.99998574   -2 13 21.8
 NP0725;UTM  13      - 4,750,284.224   617,950.179   MT  0.99977115   +0 59 00.4
 NP0725
 NP0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0725!SPC NE       -   0.99982094  x   0.99995397  =   0.99977492
 NP0725!SPC SD S     -   0.99982094  x   0.99998574  =   0.99980668
 NP0725!UTM  13      -   0.99982094  x   0.99977115  =   0.99959213
 NP0725
 NP0725:                Primary Azimuth Mark                     Grid Az
 NP0725:SPC NE       -  SUGAR AZ MK                              019 19 27.2
 NP0725:SPC SD S     -  SUGAR AZ MK                              019 11 27.0
 NP0725:UTM  13      -  SUGAR AZ MK                              015 59 04.8
 NP0725
 NP0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH1795050284(NAD 83)
 NP0725
 NP0725|---------------------------------------------------------------------|
 NP0725| PID    Reference Object                     Distance      Geod. Az  |
 NP0725|                                                           dddmmss.s |
 NP0725| CQ4156 SUGAR AZ MK                                        0165805.2 |
 NP0725| CQ4157 SUGAR RM 1                           22.900 METERS 06111     |
 NP0725| CQ4158 SUGAR RM 2                            4.946 METERS 20352     |
 NP0725|---------------------------------------------------------------------|
 NP0725
 NP0725                          SUPERSEDED SURVEY CONTROL
 NP0725
 NP0725  NAD 83(1993)-  42 53 45.79713(N)    103 33 19.26439(W) AD(       ) 1
 NP0725  NAD 83(1986)-  42 53 45.77682(N)    103 33 19.24669(W) AD(       ) 1
 NP0725  NAD 27      -  42 53 45.88900(N)    103 33 17.51500(W) AD(       ) 1
 NP0725
 NP0725.Superseded values are not recommended for survey control.
 NP0725
 NP0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0725.See file dsdata.pdf to determine how the superseded data were derived.
 NP0725
 NP0725_MARKER: DS = TRIANGULATION STATION DISK
 NP0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0725_STAMPING: SUGAR 1941
 NP0725_MARK LOGO: CGS
 NP0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0725+STABILITY: SURFACE MOTION
 NP0725
 NP0725  HISTORY     - Date     Condition        Report By
 NP0725  HISTORY     - 1941     MONUMENTED       CGS
 NP0725  HISTORY     - 1943     GOOD             CGS
 NP0725  HISTORY     - 1958     GOOD             CGS
 NP0725
 NP0725                          STATION DESCRIPTION
 NP0725
 NP0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0725'STATION IS LOCATED ABOUT 1 MILE E OF THE VILLAGE OF ORELLA IN THE
 NP0725'NW 1/4 SEC. 27, T. 34 N, R. 53 W, ON A HIGH PROMINENT BUTTE,
 NP0725'LOCALLY KNOWN AS SUGAR LOAF BUTTE, ON LAND OWNED BY A.J.
 NP0725'RUSSEL.
 NP0725'
 NP0725'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WELDED
 NP0725'TO THE TOPS OF 2-INCH PIPES.
 NP0725'
 NP0725'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 NP0725'IN CONCRETE.
 NP0725'
 NP0725'STATION MARK PROJECTS 6 INCHES AND IS STAMPED SUGAR 1941.
 NP0725'
 NP0725'REFERENCE MARK NO. 1 IS AT THE EXTREME NE END OF THE BUTTE.
 NP0725'IT IS STAMPED SUGAR NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0725'
 NP0725'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS STAMPED SUGAR
 NP0725'NO. 2 1941.
 NP0725'
 NP0725'THE AZIMUTH MARK IS 43 FEET NW OF A CATTLE GUARD, 32.5 FEET
 NP0725'N OF THE CENTER LINE OF AN E-W DIRT ROAD, 4 FEET W OF A WHITE
 NP0725'REFERENCE POST AND 1.5 FEET S OF A WIRE FENCE.
 NP0725'
 NP0725'A 64-FOOT SIGNAL AT CONKLIN AND 4-FOOT SIGNALS AT ARD, WOLF,
 NP0725'CARLSON, AND WRIGHT ARE VISIBLE FROM THE GROUND.
 NP0725
 NP0725                          STATION RECOVERY (1943)
 NP0725
 NP0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BD)
 NP0725'STATION RECOVERED IN EXCELLENT CONDITION.
 NP0725
 NP0725                          STATION RECOVERY (1958)
 NP0725
 NP0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0725'STATION, AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 NP0725'MARK NO. 2 IS CONSIDERABLY OUT OF PLUMB.  REFERENCE MARK NO. 1
 NP0725'SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION ADEQUATE AND
 NP0725'CORRECT EXCEPT FOR THE FOLLOWING.  TO REACH STATION FROM RAILROAD
 NP0725'SIDING AT ORELLA GO 0.7 MILE NORTH ON STATE ROUTE 2 TO GATE
 NP0725'AND GRAVEL ROAD ON RIGHT, TURN RIGHT GO ABOUT 1.0 MILE EAST
 NP0725'TO CATTLE GUARD AND AZIMUTH MARK ON LEFT AND GATE ON RIGHT,
 NP0725'TURN RIGHT GO ABOUT 0.2 MILE SOUTHEAST ON TRACK ROAD TO BASE
 NP0725'OF HIGH PROMINENT BUTTE AND END OF TRUCK TRAVEL.  PACK ABOUT
 NP0725'0.1 MILE SOUTHEASTERLY TO HIGHEST PART OF BUTTE AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1919 ***********************************************************************
 MK1919  DESIGNATION -  SUNDBERG
 MK1919  PID         -  MK1919
 MK1919  STATE/COUNTY-  NE/POLK
 MK1919  COUNTRY     -  US
 MK1919  USGS QUAD   -  SWEDEHOME (2017)
 MK1919
 MK1919                         *CURRENT SURVEY CONTROL
 MK1919  ______________________________________________________________________
 MK1919* NAD 83(1995) POSITION- 41 08 03.79235(N) 097 39 10.28910(W)   ADJUSTED
 MK1919* NAVD 88 ORTHO HEIGHT -   521.1   (meters)     1710.    (feet) VERTCON
 MK1919  ______________________________________________________________________
 MK1919  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 MK1919  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 MK1919  HORZ ORDER      -  FIRST
 MK1919
 MK1919.The horizontal coordinates were established by classical geodetic methods
 MK1919.and adjusted by the National Geodetic Survey in August 1997.
 MK1919
 MK1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1919
 MK1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1919.GEOID18 height accuracy estimate available here.
 MK1919
 MK1919.Click photographs - Photos may exist for this station.
 MK1919
 MK1919.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1919
 MK1919. The following values were computed from the NAD 83(1995) position.
 MK1919
 MK1919;                    North         East     Units Scale Factor Converg.
 MK1919;SPC NE       -   147,124.653   696,988.213   MT  0.99967949   +1 33 19.6
 MK1919;SPC NE       -   482,691.47  2,286,702.16   sFT  0.99967949   +1 33 19.6
 MK1919;UTM  14      - 4,554,549.931   613,067.690   MT  0.99975734   +0 53 10.6
 MK1919
 MK1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1919!SPC NE       -   0.99992230  x   0.99967949  =   0.99960181
 MK1919!UTM  14      -   0.99992230  x   0.99975734  =   0.99967966
 MK1919
 MK1919:                Primary Azimuth Mark                     Grid Az
 MK1919:SPC NE       -  SUNDBERG AZ MK                           098 06 23.7
 MK1919:UTM  14      -  SUNDBERG AZ MK                           098 46 32.7
 MK1919
 MK1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1306754549(NAD 83)
 MK1919
 MK1919|---------------------------------------------------------------------|
 MK1919| PID    Reference Object                     Distance      Geod. Az  |
 MK1919|                                                           dddmmss.s |
 MK1919| CO2530 SUNDBERG RM 1                        27.215 METERS 06554     |
 MK1919| CO2529 SUNDBERG AZ MK                                     0993943.3 |
 MK1919| MK1917 CEDAR RM 3                          APPROX.13.3 KM 1931557.5 |
 MK1919| CO2531 SUNDBERG RM 2                        21.542 METERS 30246     |
 MK1919| MK1920 SUNDBERG RM A                        31.374 METERS 31249     |
 MK1919|---------------------------------------------------------------------|
 MK1919
 MK1919                          SUPERSEDED SURVEY CONTROL
 MK1919
 MK1919  NAD 83(1986)-  41 08 03.80129(N)    097 39 10.29216(W) AD(       ) 1
 MK1919  NAD 27      -  41 08 03.74730(N)    097 39 09.09511(W) AD(       ) 1
 MK1919  NGVD 29 (07/19/86)  520.9    (m)         1709.     (f) VERT ANG       
 MK1919
 MK1919.Superseded values are not recommended for survey control.
 MK1919
 MK1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1919.See file dsdata.pdf to determine how the superseded data were derived.
 MK1919
 MK1919_MARKER: DS = TRIANGULATION STATION DISK
 MK1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1919_MARK LOGO: CGS
 MK1919_PROJECTION: RECESSED 3 CENTIMETERS
 MK1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1919+STABILITY: SURFACE MOTION
 MK1919
 MK1919  HISTORY     - Date     Condition        Report By
 MK1919  HISTORY     - 1966     MONUMENTED       CGS
 MK1919
 MK1919                          STATION DESCRIPTION
 MK1919
 MK1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1919'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF STROMSBURG, 6 MILES
 MK1919'SOUTHWEST OF OSCEOLA, 8 MILES NORTHEAST OF POLK, IN THE SOUTHWEST
 MK1919'1/4 OF SECTION 34.  T 14 N.  R 3 W, INSIDE A FARM LOT AND ON LAND
 MK1919'WHICH IS OWNED AND OCCUPIED BY THE SUNDBERG BROTHERS.
 MK1919'
 MK1919'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE IN THE
 MK1919'TOWN OF STROMSBURG.  GO NORTH ON U.S. HIGHWAY 81 FOR 1.4 MILES.
 MK1919'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.55 MILES TO THE
 MK1919'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD
 MK1919'FOR 0.3 MILE TO A FARM DRIVEWAY WHICH LEADS TO THE SUNDBERG FARM
 MK1919'HOUSE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY
 MK1919'FOR 0.05 MILE TO A FENCE CORNER.  TURN LEFT AND GO WEST FOR ABOUT
 MK1919'90 FEET AND STATION MARK ON THE LEFT, INSIDE FARM LOT.
 MK1919'
 MK1919'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 MK1919'MONUMENTS.
 MK1919'
 MK1919'STATION MARK DISK IS STAMPED SUNDBERG 1966 AND THE MARK IS ABOUT 1
 MK1919'INCH BELOW THE SURFACE OF THE GROUND.  MARK IS 159 FEET WEST OF THE
 MK1919'CENTER OF THE FARM DRIVEWAY, 142 FEET WEST-SOUTHWEST OF A FENCE
 MK1919'CORNER, 75.5 FEET SOUTHEAST OF A STEELLADDER WHICH IS ATTACHED TO
 MK1919'A METAL GRAIN STORAGE BIN, OF AN EAST-WEST FENCELINE.
 MK1919'
 MK1919'REFERENCE MARK NUMBER 1 DISK IS STAMPED SUNDBERG NO 1 1966 AND THE
 MK1919'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 84 FEET WEST
 MK1919'OF THE CENTER OF THE DRIVEWAY, 55.5 FEET WEST OF A FENCE CORNER AND
 MK1919'0.8 FEET SOUTH OF THE EAST-WEST FENCELINE.
 MK1919'
 MK1919'REFERENCE MARK NUMBER 2 DISK IS STAMPED SUNDBERG NO 2 1966 AND THE
 MK1919'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 2.9 FEET
 MK1919'EAST-SOUTHEAST OF A FENCE CORNER AND 0.8 FEET SOUTH OF THE
 MK1919'EAST-WEST FENCELINE.
 MK1919'
 MK1919'AZIMUTH MARK DISK IS STAMPED SUNDBERG 1966 AND THE MARK PROJECTS
 MK1919'ABOUT 4 INCHES.  MARK IS 31 FEET SOUTH OF THE CENTER OF THE
 MK1919'EAST-WEST GRAVELED ROAD, 27.0 FEET WEST OF A TELEPHONE LINE POLE,
 MK1919'2.7 FEET WEST OF A METAL WITNESS POST AND 1.5 FEET NORTH OF THE
 MK1919'NORTH EDGE OF A CULTIVATED FIELD.
 MK1919'
 MK1919'HEIGHT OF LIGHT ABOVE STATION MARK 30.58 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1920 ***********************************************************************
 MK1920  DESIGNATION -  SUNDBERG RM A
 MK1920  PID         -  MK1920
 MK1920  STATE/COUNTY-  NE/POLK
 MK1920  COUNTRY     -  US
 MK1920  USGS QUAD   -  SWEDEHOME (2017)
 MK1920
 MK1920                         *CURRENT SURVEY CONTROL
 MK1920  ______________________________________________________________________
 MK1920* NAD 83(1995) POSITION- 41 08 04.48361(N) 097 39 11.27579(W)   ADJUSTED
 MK1920* NAVD 88 ORTHO HEIGHT -   521.6   (meters)     1711.    (feet) VERTCON
 MK1920  ______________________________________________________________________
 MK1920  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 MK1920  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 MK1920  HORZ ORDER      -  FIRST
 MK1920
 MK1920.The horizontal coordinates were established by classical geodetic methods
 MK1920.and adjusted by the National Geodetic Survey in August 1997.
 MK1920
 MK1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1920
 MK1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1920.GEOID18 height accuracy estimate available here.
 MK1920
 MK1920.Click photographs - Photos may exist for this station.
 MK1920
 MK1920.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1920
 MK1920. The following values were computed from the NAD 83(1995) position.
 MK1920
 MK1920;                    North         East     Units Scale Factor Converg.
 MK1920;SPC NE       -   147,145.338   696,964.637   MT  0.99967947   +1 33 18.9
 MK1920;SPC NE       -   482,759.33  2,286,624.81   sFT  0.99967947   +1 33 18.9
 MK1920;UTM  14      - 4,554,570.892   613,044.356   MT  0.99975728   +0 53 10.0
 MK1920
 MK1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1920!SPC NE       -   0.99992222  x   0.99967947  =   0.99960171
 MK1920!UTM  14      -   0.99992222  x   0.99975728  =   0.99967952
 MK1920
 MK1920:                Primary Azimuth Mark                     Grid Az
 MK1920:SPC NE       -  OSCEOLA                                  031 24 31.7
 MK1920:UTM  14      -  OSCEOLA                                  032 04 40.6
 MK1920
 MK1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1304454570(NAD 83)
 MK1920
 MK1920|---------------------------------------------------------------------|
 MK1920| PID    Reference Object                     Distance      Geod. Az  |
 MK1920|                                                           dddmmss.s |
 MK1920| MK1467 OSCEOLA                             APPROX.15.0 KM 0325750.6 |
 MK1920| MK1919 SUNDBERG                             31.374 METERS 13249     |
 MK1920|---------------------------------------------------------------------|
 MK1920
 MK1920                          SUPERSEDED SURVEY CONTROL
 MK1920
 MK1920  NAD 83(1986)-  41 08 04.49269(N)    097 39 11.27903(W) AD(       ) 1
 MK1920  NAD 27      -  41 08 04.43857(N)    097 39 10.08175(W) AD(       ) 1
 MK1920  NGVD 29 (07/19/86)  521.4    (m)         1711.     (f) VERT ANG       
 MK1920
 MK1920.Superseded values are not recommended for survey control.
 MK1920
 MK1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1920.See file dsdata.pdf to determine how the superseded data were derived.
 MK1920
 MK1920_MARKER: DS = TRIANGULATION STATION DISK
 MK1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1920_STAMPING: SUNBERG RM A 1966
 MK1920_MARK LOGO: CGS
 MK1920_PROJECTION: RECESSED 15 CENTIMETERS
 MK1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1920+STABILITY: SURFACE MOTION
 MK1920
 MK1920  HISTORY     - Date     Condition        Report By
 MK1920  HISTORY     - 1966     MONUMENTED       CGS
 MK1920
 MK1920                          STATION DESCRIPTION
 MK1920
 MK1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1920'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 MK1920'TRIANGULATION STATION SUNDBERG 1966.
 MK1920'
 MK1920'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 MK1920'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 MK1920'SURFACE OF THE GROUND AND IS STAMPED SUNDBERG RM A 1966.  IT IS
 MK1920'98.2 FEET EAST OF A POWERLINE POLE WITH TRANSFORMERS, 33.5 FEET
 MK1920'NORTHWEST OF A FENCE CORNER, 13.0 FEET WEST OF A NORTH-SOUTH
 MK1920'FENCELINE AND 12.6 FEET SOUTH OF SOUTH EDGE OF SOUTHWESTERLY
 MK1920'MOST CONCRETE BASE FOR SILO.
 MK1920'
 MK1920'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE IN THE
 MK1920'TOWN OF STROMSBURG.  GO NORTH ON U.S. HIGHWAY 81 FOR 1.4 MILES.
 MK1920'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.55 MILES TO THE
 MK1920'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD
 MK1920'FOR 0.3 MILE TO A FARM DRIVEWAY WHICH LEADS TO THE SUNDBERG FARM
 MK1920'HOUSE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY
 MK1920'FOR 0.05 MILE TO A FENCE CORNER.  TURN LEFT AND GO WEST FOR ABOUT
 MK1920'90 FEET AND STATION MARK ON THE LEFT, INSIDE FARM LOT.
 MK1920'
 MK1920'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SUNDBERG
 MK1920'1966, DISTANCE BEING SHOWN BELOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0476 ***********************************************************************
 MN0476  DESIGNATION -  SUNOL
 MN0476  PID         -  MN0476
 MN0476  STATE/COUNTY-  NE/CHEYENNE
 MN0476  COUNTRY     -  US
 MN0476  USGS QUAD   -  SIDNEY SE (2017)
 MN0476
 MN0476                         *CURRENT SURVEY CONTROL
 MN0476  ______________________________________________________________________
 MN0476* NAD 83(1995) POSITION- 41 04 07.03667(N) 102 46 54.58764(W)   ADJUSTED
 MN0476* NAVD 88 ORTHO HEIGHT -  1269.    (meters)     4163.    (feet) SCALED
 MN0476  ______________________________________________________________________
 MN0476  GEOID HEIGHT    -        -19.840 (meters)                     GEOID18
 MN0476  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 MN0476  HORZ ORDER      -  SECOND
 MN0476
 MN0476.The horizontal coordinates were established by classical geodetic methods
 MN0476.and adjusted by the National Geodetic Survey in August 1997.
 MN0476
 MN0476.The orthometric height was scaled from a topographic map.
 MN0476
 MN0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0476.GEOID18 height accuracy estimate available here.
 MN0476
 MN0476.Click photographs - Photos may exist for this station.
 MN0476
 MN0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0476
 MN0476. The following values were computed from the NAD 83(1995) position.
 MN0476
 MN0476;                    North         East     Units Scale Factor Converg.
 MN0476;SPC NE       -   140,909.185   266,306.520   MT  0.99968753   -1 50 36.6
 MN0476;SPC NE       -   462,299.55    873,707.31   sFT  0.99968753   -1 50 36.6
 MN0476;UTM  13      - 4,548,745.345   686,364.348   MT  1.00002748   +1 27 27.6
 MN0476
 MN0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0476!SPC NE       -   0.99980417  x   0.99968753  =   0.99949176
 MN0476!UTM  13      -   0.99980417  x   1.00002748  =   0.99983164
 MN0476
 MN0476:                Primary Azimuth Mark                     Grid Az
 MN0476:SPC NE       -  SUNOL AZ MK                              347 54 52.5
 MN0476:UTM  13      -  SUNOL AZ MK                              344 36 48.3
 MN0476
 MN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8636448745(NAD 83)
 MN0476
 MN0476|---------------------------------------------------------------------|
 MN0476| PID    Reference Object                     Distance      Geod. Az  |
 MN0476|                                                           dddmmss.s |
 MN0476| CP8738 SUNOL RM 1                            8.894 METERS 04256     |
 MN0476| CP8739 SUNOL RM 2                           13.550 METERS 17330     |
 MN0476| CP8737 SUNOL AZ MK                                        3460415.9 |
 MN0476|---------------------------------------------------------------------|
 MN0476
 MN0476                          SUPERSEDED SURVEY CONTROL
 MN0476
 MN0476  NAD 83(1993)-  41 04 07.03671(N)    102 46 54.58764(W) AD(       ) 2
 MN0476  NAD 83(1992)-  41 04 07.03316(N)    102 46 54.58811(W) AD(       ) 2
 MN0476  NAD 83(1986)-  41 04 07.03251(N)    102 46 54.58862(W) AD(       ) 2
 MN0476  NAD 27      -  41 04 07.07940(N)    102 46 52.88680(W) AD(       ) 2
 MN0476
 MN0476.Superseded values are not recommended for survey control.
 MN0476
 MN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0476.See file dsdata.pdf to determine how the superseded data were derived.
 MN0476
 MN0476_MARKER: DS = TRIANGULATION STATION DISK
 MN0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0476_STAMPING: SUNOL 1963
 MN0476_MARK LOGO: CGS
 MN0476_PROJECTION: FLUSH
 MN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0476+STABILITY: SURFACE MOTION
 MN0476
 MN0476  HISTORY     - Date     Condition        Report By
 MN0476  HISTORY     - 1963     MONUMENTED       CGS
 MN0476
 MN0476                          STATION DESCRIPTION
 MN0476
 MN0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0476'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SIDNEY AND
 MN0476'6-1/2 MILES SOUTH OF SUNOL.  IT IS ON THE HIGHEST GRASS COVERED
 MN0476'RIDGE IN THE VICINITY AND ON LAND OWNED BY MR. FRANK HANSEL OF
 MN0476'SIDNEY.
 MN0476'
 MN0476'TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF U.S.
 MN0476'HIGHWAY 30 AND A GRAVELED ROAD BETWEEN THE ELEVATORS IN SUNOL,
 MN0476'DRIVE SOUTH ON A GRAVELED ROAD FOR 5.5 MILES TO A CROSSROAD.
 MN0476'TURN RIGHT AND DRIVE WEST ON A GRAVELED ROAD FOR 1.0 MILE TO
 MN0476'A GRAVELED SIDE ROAD RIGHT AND A TRACK ROAD LEFT.  TURN LEFT
 MN0476'AND DRIVE SOUTH ON A TRACK ROAD FOR 0.4 MILE TO THE AZIMUTH
 MN0476'MARK ON THE WEST SIDE OF THE TRACK ROAD.  CONTINUE SOUTH, UP
 MN0476'HILL, FOR 0.1 MILE TO THE TOP OF A RIDGE AND A FENCE CORNER ON
 MN0476'THE WEST SIDE OF THE TRACK ROAD.  TURN LEFT AND DRIVE
 MN0476'SOUTHEAST ALONG THE TOP OF THE RIDGE FOR 0.1 MILE TO THE
 MN0476'STATION ON THE HIGHEST POINT OF THE RIDGE.
 MN0476'
 MN0476'THE STATION MARK IS A STANDARD DISK, STAMPED SUNOL 1963, SET
 MN0476'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0476'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0476'IT IS 6.6 FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN
 MN0476'ATTACHED.
 MN0476'
 MN0476'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUNOL NO 1 1963,
 MN0476'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0476'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0476'IT IS 40.5 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 MN0476'ATTACHED.
 MN0476'
 MN0476'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUNOL NO 2 1963,
 MN0476'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0476'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0476'IT IS 30.3 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 MN0476'ATTACHED.
 MN0476'
 MN0476'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SUNOL 1963, SET
 MN0476'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0476'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT
 MN0476'IS 20.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH TRACK ROAD,
 MN0476'2.5 FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0476'AND 0.8 FOOT EAST OF A NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0198 ***********************************************************************
 LH0198  DESIGNATION -  SUPERIOR
 LH0198  PID         -  LH0198
 LH0198  STATE/COUNTY-  NE/NUCKOLLS
 LH0198  COUNTRY     -  US
 LH0198  USGS QUAD   -  SUPERIOR (2017)
 LH0198
 LH0198                         *CURRENT SURVEY CONTROL
 LH0198  ______________________________________________________________________
 LH0198* NAD 83(1995) POSITION- 40 01 51.24099(N) 098 03 56.18647(W)   ADJUSTED
 LH0198* NAVD 88 ORTHO HEIGHT -   502.977 (meters)     1650.18  (feet) ADJUSTED
 LH0198  ______________________________________________________________________
 LH0198  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 LH0198  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH0198  DYNAMIC HEIGHT  -        502.683 (meters)     1649.22  (feet) COMP
 LH0198  MODELED GRAVITY -    980,026.3   (mgal)                       NAVD 88
 LH0198
 LH0198  HORZ ORDER      -  SECOND
 LH0198  VERT ORDER      -  FIRST     CLASS II
 LH0198
 LH0198.The horizontal coordinates were established by classical geodetic methods
 LH0198.and adjusted by the National Geodetic Survey in August 1997.
 LH0198
 LH0198.The orthometric height was determined by differential leveling and
 LH0198.adjusted by the NATIONAL GEODETIC SURVEY
 LH0198.in June 1991.
 LH0198
 LH0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0198.GEOID18 height accuracy estimate available here.
 LH0198
 LH0198.Click photographs - Photos may exist for this station.
 LH0198
 LH0198.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0198
 LH0198.The dynamic height is computed by dividing the NAVD 88
 LH0198.geopotential number by the normal gravity value computed on the
 LH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0198.degrees latitude (g = 980.6199 gals.).
 LH0198
 LH0198.The modeled gravity was interpolated from observed gravity values.
 LH0198
 LH0198. The following values were computed from the NAD 83(1995) position.
 LH0198
 LH0198;                    North         East     Units Scale Factor Converg.
 LH0198;SPC NE       -    23,784.177   665,094.711   MT  0.99998618   +1 16 54.9
 LH0198;SPC NE       -    78,031.92  2,182,064.90   sFT  0.99998618   +1 16 54.9
 LH0198;UTM  14      - 4,431,605.008   579,724.130   MT  0.99967824   +0 36 03.7
 LH0198
 LH0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0198!SPC NE       -   0.99992520  x   0.99998618  =   0.99991138
 LH0198!UTM  14      -   0.99992520  x   0.99967824  =   0.99960346
 LH0198
 LH0198:                Primary Azimuth Mark                     Grid Az
 LH0198:SPC NE       -  SUPERIOR AZ MK                           177 11 06.1
 LH0198:UTM  14      -  SUPERIOR AZ MK                           177 51 57.3
 LH0198
 LH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7972431605(NAD 83)
 LH0198
 LH0198|---------------------------------------------------------------------|
 LH0198| PID    Reference Object                     Distance      Geod. Az  |
 LH0198|                                                           dddmmss.s |
 LH0198| LH0199 SUPERIOR RM 1                        24.175 METERS 05335     |
 LH0198| LH0197 SUPERIOR AZ MK                                     1782801.0 |
 LH0198| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX. 3.4 KM 2553841.0 |
 LH0198| CO2533 SUPERIOR RM 3                        17.876 METERS 29609     |
 LH0198| LH0200 SUPERIOR RM 2                        20.038 METERS 31555     |
 LH0198| CO2534 SUPERIOR RM 4                        25.399 METERS 33646     |
 LH0198| LH1168 AMERICAN LUTH SALEM CH SPIRE        APPROX.10.4 KM 3592753.1 |
 LH0198|---------------------------------------------------------------------|
 LH0198
 LH0198                          SUPERSEDED SURVEY CONTROL
 LH0198
 LH0198  NAD 83(1986)-  40 01 51.24573(N)    098 03 56.18651(W) AD(       ) 2
 LH0198  NAD 27      -  40 01 51.20100(N)    098 03 55.03100(W) AD(       ) 2
 LH0198  NGVD 29 (??/??/92)  502.802  (m)         1649.61   (f) ADJ UNCH    1 2
 LH0198  NGVD 29             502.80   (m)         1649.6    (f) LEVELING    3  
 LH0198
 LH0198.Superseded values are not recommended for survey control.
 LH0198
 LH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0198.See file dsdata.pdf to determine how the superseded data were derived.
 LH0198
 LH0198_MARKER: DS = TRIANGULATION STATION DISK
 LH0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0198_STAMPING: SUPERIOR 1947
 LH0198_MARK LOGO: CGS
 LH0198_PROJECTION: FLUSH
 LH0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0198+STABILITY: SURFACE MOTION
 LH0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0198+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2014
 LH0198
 LH0198  HISTORY     - Date     Condition        Report By
 LH0198  HISTORY     - 1947     MONUMENTED       CGS
 LH0198  HISTORY     - 1947     GOOD             CGS
 LH0198  HISTORY     - 1947     GOOD             CGS
 LH0198  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0198  HISTORY     - 1975     GOOD             NGS
 LH0198  HISTORY     - 20060517 GOOD             INDIV
 LH0198  HISTORY     - 20140306 GOOD             INDIV
 LH0198
 LH0198                          STATION DESCRIPTION
 LH0198
 LH0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH0198'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE CITY OF
 LH0198'SUPERIOR, ABOUT 0.8 MILE NORTHEAST OF THE MAIN BUSINESS DISTRICT
 LH0198'OF THE CITY, ONE BLOCK EAST OF STATE HIGHWAY NO. 14, 143 FEET
 LH0198'SOUTH-SOUTHEAST OF THE INTERSECTION OF A T STREET, 93.5 FEET
 LH0198'SOUTHEAST OF THE CENTER OF THE CITYS MUNICIPAL WATER TANK, AND 30
 LH0198'FEET WEST OF THE CENTER OF A GRADED STREET.  IT IS SET FLUSH
 LH0198'WITH THE SURFACE OF THE GROUND AND IS STAMPED SUPERIOR 1947.
 LH0198'
 LH0198'REFEENCE MARK NO. 1 IS 34.5 FEET EAST OF THE CENTER OF A GRADED
 LH0198'STREET AND 1.0 FOOT WEST OF A POWER LINE POLE.  IT IS SET FLUSH WITH
 LH0198'THE GROUND AND IS STAMPED SUPERIOR NO 1 1947.
 LH0198'
 LH0198'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 LH0198'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE
 LH0198'MOST SOUTHEASTERLY LEG OF SIX SUPPORTING THE CITYS MUNICIPAL WATER
 LH0198'TANK.  IT IS STAMPED SUPERIOR NO 2 1947.
 LH0198'
 LH0198'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 26 FEET NORTHEAST
 LH0198'OF THE CENTER OF INTERSECTION OF A T STREET, 1 FOOT NORTH OF A
 LH0198'POWER LINE POLE AND 1 FOOT EAST OF A CURB.  IT PROJECTS 6 INCHES
 LH0198'AND IS STAMPED SUPERIOR 1947.
 LH0198'
 LH0198'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED
 LH0198'STREET FOR 0.4 MILE TO A T STREET RIGHT AND THE AZIMUTH MARK
 LH0198'ON THE LEFT AS DESCRIBED.
 LH0198'
 LH0198'AN 87 FOOT SIGNAL AT HARDY IS VISIBLE AT 37 FEET.
 LH0198'
 LH0198'A 74 FOOT SIGNAL AT KLINKER IS VISIBLE AT 4 FEET.
 LH0198'
 LH0198'A 4 FOOT SIGNAL AT BROWN IS VISIBLE AT 37 FEET.
 LH0198'
 LH0198'A 74 FOOT SIGNAL AT DARWIN IS VISIBLE AT 37 FEET.
 LH0198'
 LH0198'A 4 FOOT SIGNAL AT CAMPBELL IS VISIBLE AT 37 FEET.
 LH0198'
 LH0198'AN 87 FOOT SIGNAL AT SKULLY IS VISIBLE AT 37 FEET.
 LH0198'
 LH0198'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH0198
 LH0198                          STATION RECOVERY (1947)
 LH0198
 LH0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH0198'STATION, REF 2, REF 3,
 LH0198'REF 4 AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 LH0198'
 LH0198'NEAREST TOWN--IN SUPERIOR.
 LH0198
 LH0198                          STATION RECOVERY (1947)
 LH0198
 LH0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH0198'AT SUPERIOR.
 LH0198'AT SUPERIOR, AT THE CITY WATER TOWER, 30.0 FEET WEST OF THE
 LH0198'CENTER LINE OF WASHINGTON STREET, 87.2 FEET SOUTH-SOUTHEAST OF
 LH0198'THE EAST CORNER OF THE IRON PLATE ON TOP OF THE CONCRETE BASE
 LH0198'OF THE NORTHEAST LEG OF THE TOWER, 76.0 FEET EAST-SOUTHEAST
 LH0198'OF THE SOUTHEAST CORNER OF THE IRON PLATE ON TOP OF THE CONCRETE
 LH0198'BASE OF THE MOST SOUTHERLY LEG OF THE WATER TOWER, 66.1 FEET
 LH0198'SOUTHEAST OF THE SOUTH CORNER OF THE IRON PLATE ON TOP OF THE
 LH0198'CONCRETE BASE OF THE SOUTHEAST LEG OF THE WATER TOWER, SET IN
 LH0198'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LH0198
 LH0198                          STATION RECOVERY (1974)
 LH0198
 LH0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0198'STATION MARK NOT FOUND.  THE AREA HAS BEEN SUBDIVIDED AND MUCH
 LH0198'LANDSCAPING AND DIRT WORK DONE.  THE SUB-SURFACE MARK PROBABLY OK.
 LH0198'THE SURFACE MARK AND RM 1 PROBABLY DESTROYED.  RM 2 AND AZIMUTH
 LH0198'MARK ARE OK.
 LH0198
 LH0198                          STATION RECOVERY (1975)
 LH0198
 LH0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH0198'THE SUB-SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 LH0198'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LH0198'MARK AND REFERENCE MARK 1 PROBABLY WERE DESTROYED WHEN LANDSCAPING
 LH0198'AND HOUSES BUILT IN THE AREA.  A NEW SURFACE STATION MARK AND
 LH0198'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  FOLLOWING IS
 LH0198'A NEW COMPLETE DESCRIPTION--
 LH0198'
 LH0198'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE CITY OF SUPERIOR,
 LH0198'ABOUT 0.8 MILE NORTHEAST OF THE MAIN BUSINESS DISTRICT OF THE CITY,
 LH0198'ONE BLOCK EAST OF STATE HIGHWAY 14 AND IN THE SOUTHWEST ANGLE OF
 LH0198'THE INTERSECTION OF WASHINGTON STREET AND EAST 15TH STREET AND AT
 LH0198'THE MUNICIPAL WATER TANK.
 LH0198'
 LH0198'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SUPERIOR 1947
 LH0198'1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LH0198'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 65 FEET SOUTHWEST OF
 LH0198'THE SOUTH END GATE POST OF CHAIN-LINKED FENCE AROUND THE WATER TANK,
 LH0198'42 FEET SOUTHWEST OF THE SOUTHWEST CORNER POST OF CHAIN-LINKED
 LH0198'FENCE, 42 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF ATTACHED
 LH0198'GARAGE TO HOUSE OF BRAUNS NUMBER 1433 AND 6.5 FEET NORTH OF THE
 LH0198'NORTH EDGE OF CONCRETE DRIVEWAY TO THE BRAUNS GARAGE.  THE
 LH0198'UNDERGROUND DISK IS STAMPED SUPERIOR 1947, SET IN AN IRREGULAR
 LH0198'MASS OF CONCRETE ABOUT 28 INCHES BELOW THE GROUND SURFACE.
 LH0198'
 LH0198'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SUPERIOR NO 2 1947,
 LH0198'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE MOST
 LH0198'SOUTHEASTERLY LEG OF SIX SUPPORTING THE CITYS MUNICIPAL WATER TANK.
 LH0198'
 LH0198'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SUPERIOR 1947 NO 3 1975,
 LH0198'CEMENTED IN A DRILL HOLE IN CONCRETE FOUNDATION FOR THE FENCE AROUND
 LH0198'THE WATER TANK AND AT SOUTH SIDE OF FENCE.  IT IS 41.5 FEET
 LH0198'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE ATTACHED GARAGE TO
 LH0198'HOUSE, 20 FEET WEST OF THE SOUTHEAST CORNER POST OF FENCE AND 6
 LH0198'INCHES SOUTH OF A LINE POST.
 LH0198'
 LH0198'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SUPERIOR 1947 NO 4 1975,
 LH0198'CEMENTED IN A DRILL HOLE IN CONCRETE FOUNDATION FOR THE FENCE AROUND
 LH0198'THE WATER TANK AND AT EAST SIDE OF FENCE.  IT IS 20 FEET SOUTH OF
 LH0198'THE NORTHEAST CORNER POST OF FENCE, 7 FEET NORTH OF THE NORTH END
 LH0198'GATE POST AND 6 INCHES EAST OF A LINE POST.
 LH0198'
 LH0198'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUPERIOR 1947, SET IN THE
 LH0198'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 LH0198'ABOVE THE GROUND SURFACE.  IT IS LOCATED AT THE INTERSECTION OF
 LH0198'WASHINGTON STREET AND E NINTH STREET, IN YARD OF HOUSE NO. 910, 1
 LH0198'FOOT EAST OF CURB OF WASHINGTON STREET AND EAST OF NORTH CURB OF E
 LH0198'NINTH ST AND 0.4 MILE SOUTH OF STATION.
 LH0198'
 LH0198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST EDGE OF
 LH0198'SUPERIOR.
 LH0198
 LH0198                          STATION RECOVERY (2006)
 LH0198
 LH0198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0198'RECOVERED AND FND IN GOOD CONDITION, PREVIOUS DESC. IS ADEQUATE.  THE
 LH0198'STATION MARK IS A STANDARD DISK STAMPED SUPERIOR 1947 1975, SET IN THE
 LH0198'TOP OF A CONCRETE MONUMENT THAT IS 0.50 FEET BELOW THE GROUND SURFACE.
 LH0198'
 LH0198'DISK IS S-SW 0.75 FEET OF A 1 INCH PIPE.  N 6.10 FEET OF EDGE OF
 LH0198'CONCRETE DRIVE TO HOUSE NO. 1433 WASHINGTON.  E-NE 42.80 FEET OF NE
 LH0198'CORNER OF ATTACHED GARAGE TO HOUSE NO. 1433 WASHINGTON.  SE 42.30 FEET
 LH0198'OF SE CORNER FENCE POST OF A CHAIN-LINKED FENCE AROUND THE WATER TANK.
 LH0198'SE 64.60 FEET OF S GATE POST OF CHAIN-LINKED FENCE AROUND WATER TANK,
 LH0198'EAST SIDE.  W 18.00 FEET OF BACK OF CURB AT WEST EDGE OF WASHINGTON.
 LH0198'
 LH0198'UPON MEASUREMENT OF THE STATION, NOT SATISFIED WITH PUBLISHED
 LH0198'ELEVATION.
 LH0198
 LH0198                          STATION RECOVERY (2014)
 LH0198
 LH0198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (MAM)
 LH0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0197 ***********************************************************************
 LH0197  DESIGNATION -  SUPERIOR AZ MK
 LH0197  PID         -  LH0197
 LH0197  STATE/COUNTY-  NE/NUCKOLLS
 LH0197  COUNTRY     -  US
 LH0197  USGS QUAD   -  SUPERIOR (2017)
 LH0197
 LH0197                         *CURRENT SURVEY CONTROL
 LH0197  ______________________________________________________________________
 LH0197* NAD 83(1986) POSITION- 40 01 30.5    (N) 098 03 55.5    (W)   HD_HELD2
 LH0197* NAVD 88 ORTHO HEIGHT -   496.029 (meters)     1627.39  (feet) ADJUSTED
 LH0197  ______________________________________________________________________
 LH0197  GEOID HEIGHT    -        -26.108 (meters)                     GEOID18
 LH0197  DYNAMIC HEIGHT  -        495.739 (meters)     1626.44  (feet) COMP
 LH0197  MODELED GRAVITY -    980,026.2   (mgal)                       NAVD 88
 LH0197
 LH0197  VERT ORDER      -  FIRST     CLASS II
 LH0197
 LH0197.The horizontal coordinates were established by autonomous hand held GPS
 LH0197.observations and have an estimated accuracy of +/- 10 meters.
 LH0197
 LH0197.The orthometric height was determined by differential leveling and
 LH0197.adjusted by the NATIONAL GEODETIC SURVEY
 LH0197.in June 1991.
 LH0197
 LH0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0197.GEOID18 height accuracy estimate available here.
 LH0197
 LH0197.Click photographs - Photos may exist for this station.
 LH0197
 LH0197.The dynamic height is computed by dividing the NAVD 88
 LH0197.geopotential number by the normal gravity value computed on the
 LH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0197.degrees latitude (g = 980.6199 gals.).
 LH0197
 LH0197.The modeled gravity was interpolated from observed gravity values.
 LH0197
 LH0197;                    North         East    Units  Estimated Accuracy
 LH0197;SPC NE       -    23,145.      665,125.      MT  (+/- 10 meters HH2 GPS)
 LH0197
 LH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7974730965(NAD 83)
 LH0197
 LH0197                          SUPERSEDED SURVEY CONTROL
 LH0197
 LH0197  NGVD 29 (??/??/92)  495.854  (m)         1626.81   (f) ADJ UNCH    1 2
 LH0197
 LH0197.Superseded values are not recommended for survey control.
 LH0197
 LH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0197.See file dsdata.pdf to determine how the superseded data were derived.
 LH0197
 LH0197_MARKER: DZ = AZIMUTH MARK DISK
 LH0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0197_STAMPING: SUPERIOR 1947
 LH0197_MARK LOGO: CGS
 LH0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0197+STABILITY: SURFACE MOTION
 LH0197
 LH0197  HISTORY     - Date     Condition        Report By
 LH0197  HISTORY     - 1947     MONUMENTED       CGS
 LH0197
 LH0197                          STATION DESCRIPTION
 LH0197
 LH0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH0197'AT SUPERIOR.
 LH0197'AT SUPERIOR, ALONG WASHINGTON STREET, AT THE INTERSECTION OF
 LH0197'WASHINGTON STREET AND 9TH STREET, 17.0 FEET EAST OF THE CENTER
 LH0197'LINE OF WASHINGTON STREET IN LINE WITH THE NORTH CURB OF 9TH
 LH0197'STREET, 1.3 FEET EAST OF THE EAST CURB OF WASHINGTON STREET,
 LH0197'1.0 FOOT NORTH OF A STREET LIGHT POLE, 0.4 MILE SOUTH OF
 LH0197'TRIANGULATION STATION SUPERIOR, SET IN THE TOP OF A CONCRETE
 LH0197'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1169 ***********************************************************************
 LH1169  DESIGNATION -  SUPERIOR MUNICIPAL TANK
 LH1169  PID         -  LH1169
 LH1169  STATE/COUNTY-  NE/NUCKOLLS
 LH1169  COUNTRY     -  US
 LH1169  USGS QUAD   -  SUPERIOR (2017)
 LH1169
 LH1169                         *CURRENT SURVEY CONTROL
 LH1169  ______________________________________________________________________
 LH1169* NAD 83(1995) POSITION- 40 01 51.86481(N) 098 03 57.07332(W)   ADJUSTED
 LH1169  ______________________________________________________________________
 LH1169  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 LH1169  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH1169  HORZ ORDER      -  THIRD
 LH1169
 LH1169.The horizontal coordinates were established by classical geodetic methods
 LH1169.and adjusted by the National Geodetic Survey in August 1997.
 LH1169
 LH1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1169.GEOID18 height accuracy estimate available here.
 LH1169
 LH1169.Click photographs - Photos may exist for this station.
 LH1169
 LH1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1169
 LH1169. The following values were computed from the NAD 83(1995) position.
 LH1169
 LH1169;                    North         East     Units Scale Factor Converg.
 LH1169;SPC NE       -    23,802.942   665,073.259   MT  0.99998610   +1 16 54.3
 LH1169;SPC NE       -    78,093.49  2,181,994.52   sFT  0.99998610   +1 16 54.3
 LH1169;UTM  14      - 4,431,624.021   579,702.909   MT  0.99967820   +0 36 03.2
 LH1169
 LH1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7970231624(NAD 83)
 LH1169
 LH1169                          SUPERSEDED SURVEY CONTROL
 LH1169
 LH1169  NAD 83(1986)-  40 01 51.86971(N)    098 03 57.07287(W) AD(       ) 3
 LH1169  NAD 27      -  40 01 51.81800(N)    098 03 55.91600(W) AD(       ) 3
 LH1169
 LH1169.Superseded values are not recommended for survey control.
 LH1169
 LH1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1169.See file dsdata.pdf to determine how the superseded data were derived.
 LH1169
 LH1169_MARKER: 53 = ELEVATED TANK
 LH1169
 LH1169  HISTORY     - Date     Condition        Report By
 LH1169  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1169  HISTORY     - 20050713 GOOD             USPSQD
 LH1169
 LH1169                          STATION DESCRIPTION
 LH1169
 LH1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1169'IT IS LOCATED IN THE NORTHEAST EDGE OF THE CITY OF SUPERIOR,
 LH1169'250 FEET EAST OF STATE HIGHWAY NO. 14 AND 100 FEET SOUTH OF THE
 LH1169'CENTER OF A GRAVELED STREET.  THE TANK PROPER IS SUPPORTED ATOP
 LH1169'A SIX LEGGED STEEL TRUSWORK STRUCTURE.  ITS OVERALL HEIGHT IS
 LH1169'ABOUT 150 FEET.  THE BALL AT THE APEX OF THE ROOF OF THE TANK
 LH1169'WAS THE POINT OBSERVED UPON.
 LH1169
 LH1169                          STATION RECOVERY (2005)
 LH1169
 LH1169'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LH1169'STATION FOUND GOOD. GRAVELED ROAD REFERENCED IN 1947 DESCRIPTION IS
 LH1169'IDAHO STREET. TANK IS EAST OF IDAHO STREET AND SOUTH OF 15TH STREET.
 LH1169'TANK HAS A RED ROOF WITH WHITE BOWL AND LEGS AND BLACK LETTERING
 LH1169'SUPERIOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1170 ***********************************************************************
 LH1170  DESIGNATION -  SUPERIOR NEBR CEMENT CO STACK
 LH1170  PID         -  LH1170
 LH1170  STATE/COUNTY-  NE/NUCKOLLS
 LH1170  COUNTRY     -  US
 LH1170  USGS QUAD   -  SUPERIOR (2017)
 LH1170
 LH1170                         *CURRENT SURVEY CONTROL
 LH1170  ______________________________________________________________________
 LH1170* NAD 83(1995) POSITION- 40 01 24.10146(N) 098 06 14.00525(W)   ADJUSTED
 LH1170  ______________________________________________________________________
 LH1170  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 LH1170  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 LH1170  HORZ ORDER      -  THIRD
 LH1170
 LH1170.The horizontal coordinates were established by classical geodetic methods
 LH1170.and adjusted by the National Geodetic Survey in August 1997.
 LH1170
 LH1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1170.GEOID18 height accuracy estimate available here.
 LH1170
 LH1170.Click photographs - Photos may exist for this station.
 LH1170
 LH1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1170
 LH1170. The following values were computed from the NAD 83(1995) position.
 LH1170
 LH1170;                    North         East     Units Scale Factor Converg.
 LH1170;SPC NE       -    22,874.942   661,846.255   MT  0.99998953   +1 15 23.6
 LH1170;SPC NE       -    75,048.87  2,171,407.25   sFT  0.99998953   +1 15 23.6
 LH1170;UTM  14      - 4,430,734.694   576,466.123   MT  0.99967198   +0 34 34.7
 LH1170
 LH1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7646630734(NAD 83)
 LH1170
 LH1170                          SUPERSEDED SURVEY CONTROL
 LH1170
 LH1170  NAD 83(1986)-  40 01 24.10623(N)    098 06 14.00499(W) AD(       ) 3
 LH1170  NAD 27      -  40 01 24.05900(N)    098 06 12.84800(W) AD(       ) 3
 LH1170
 LH1170.Superseded values are not recommended for survey control.
 LH1170
 LH1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1170.See file dsdata.pdf to determine how the superseded data were derived.
 LH1170
 LH1170_MARKER: 63 = STACK
 LH1170
 LH1170  HISTORY     - Date     Condition        Report By
 LH1170  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1170
 LH1170                          STATION DESCRIPTION
 LH1170
 LH1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1170'IT IS LOCATED ABOUT 1.0 MILE WEST OF THE CITY OF SUPERIOR AND
 LH1170'AT THE WEST SIDE OF THE BUILDING OF THE PLANT.  IT IS A CONCRETE
 LH1170'STACK ABOUT 200 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 LH1170'CENTER OF THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0199 ***********************************************************************
 LH0199  DESIGNATION -  SUPERIOR RM 1
 LH0199  PID         -  LH0199
 LH0199  STATE/COUNTY-  NE/NUCKOLLS
 LH0199  COUNTRY     -  US
 LH0199  USGS QUAD   -  SUPERIOR (2017)
 LH0199
 LH0199                         *CURRENT SURVEY CONTROL
 LH0199  ______________________________________________________________________
 LH0199* NAD 83(1986) POSITION- 40 01 51.71   (N) 098 03 55.37   (W)   HD_HELD1
 LH0199* NAVD 88 ORTHO HEIGHT -   503.262 (meters)     1651.12  (feet) ADJUSTED
 LH0199  ______________________________________________________________________
 LH0199  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 LH0199  DYNAMIC HEIGHT  -        502.968 (meters)     1650.15  (feet) COMP
 LH0199  MODELED GRAVITY -    980,026.3   (mgal)                       NAVD 88
 LH0199
 LH0199  VERT ORDER      -  FIRST     CLASS II
 LH0199
 LH0199.The horizontal coordinates were determined by differentially corrected
 LH0199.hand held GPS observations or other comparable positioning techniques
 LH0199.and have an estimated accuracy of +/- 3 meters.
 LH0199
 LH0199.The orthometric height was determined by differential leveling and
 LH0199.adjusted by the NATIONAL GEODETIC SURVEY
 LH0199.in June 1991.
 LH0199
 LH0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0199.GEOID18 height accuracy estimate available here.
 LH0199
 LH0199.Click photographs - Photos may exist for this station.
 LH0199
 LH0199.The dynamic height is computed by dividing the NAVD 88
 LH0199.geopotential number by the normal gravity value computed on the
 LH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0199.degrees latitude (g = 980.6199 gals.).
 LH0199
 LH0199.The modeled gravity was interpolated from observed gravity values.
 LH0199
 LH0199;                    North         East    Units  Estimated Accuracy
 LH0199;SPC NE       -    23,799.1     665,113.7     MT  (+/- 3 meters HH1 GPS) 
 LH0199
 LH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7974331619(NAD 83)
 LH0199
 LH0199                          SUPERSEDED SURVEY CONTROL
 LH0199
 LH0199  NGVD 29 (??/??/92)  503.087  (m)         1650.54   (f) ADJ UNCH    1 2
 LH0199
 LH0199.Superseded values are not recommended for survey control.
 LH0199
 LH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0199.See file dsdata.pdf to determine how the superseded data were derived.
 LH0199
 LH0199_MARKER: DR = REFERENCE MARK DISK
 LH0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0199_STAMPING: SUPERIOR NO 1 1947
 LH0199_MARK LOGO: CGS
 LH0199_PROJECTION: FLUSH
 LH0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0199+STABILITY: SURFACE MOTION
 LH0199
 LH0199  HISTORY     - Date     Condition        Report By
 LH0199  HISTORY     - 1947     MONUMENTED       CGS
 LH0199
 LH0199                          STATION DESCRIPTION
 LH0199
 LH0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH0199'AT SUPERIOR.
 LH0199'AT SUPERIOR, AT THE CITY WATER TOWER, 79.4 FEET NORTHEAST OF
 LH0199'TRIANGULATION STATION SUPERIOR, 34.0 FEET EAST OF THE CENTER LINE
 LH0199'OF WASHINGTON STREET, 8.0 FEET NORTH OF THE CENTER LINE OF A
 LH0199'PRIVATE DRIVEWAY, 1.0 FOOT WEST OF A POWER LINE POLE, 1.0 FOOT
 LH0199'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 LH0199'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0200 ***********************************************************************
 LH0200  DESIGNATION -  SUPERIOR RM 2
 LH0200  PID         -  LH0200
 LH0200  STATE/COUNTY-  NE/NUCKOLLS
 LH0200  COUNTRY     -  US
 LH0200  USGS QUAD   -  SUPERIOR (2017)
 LH0200
 LH0200                         *CURRENT SURVEY CONTROL
 LH0200  ______________________________________________________________________
 LH0200* NAD 83(1986) POSITION- 40 01 51.71   (N) 098 03 56.77   (W)   HD_HELD1
 LH0200* NAVD 88 ORTHO HEIGHT -   505.126 (meters)     1657.23  (feet) ADJUSTED
 LH0200  ______________________________________________________________________
 LH0200  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 LH0200  DYNAMIC HEIGHT  -        504.832 (meters)     1656.27  (feet) COMP
 LH0200  MODELED GRAVITY -    980,026.3   (mgal)                       NAVD 88
 LH0200
 LH0200  VERT ORDER      -  FIRST     CLASS II
 LH0200
 LH0200.The horizontal coordinates were determined by differentially corrected
 LH0200.hand held GPS observations or other comparable positioning techniques
 LH0200.and have an estimated accuracy of +/- 3 meters.
 LH0200
 LH0200.The orthometric height was determined by differential leveling and
 LH0200.adjusted by the NATIONAL GEODETIC SURVEY
 LH0200.in June 1991.
 LH0200
 LH0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0200.GEOID18 height accuracy estimate available here.
 LH0200
 LH0200.Click photographs - Photos may exist for this station.
 LH0200
 LH0200.The dynamic height is computed by dividing the NAVD 88
 LH0200.geopotential number by the normal gravity value computed on the
 LH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0200.degrees latitude (g = 980.6199 gals.).
 LH0200
 LH0200.The modeled gravity was interpolated from observed gravity values.
 LH0200
 LH0200;                    North         East    Units  Estimated Accuracy
 LH0200;SPC NE       -    23,798.3     665,080.6     MT  (+/- 3 meters HH1 GPS) 
 LH0200
 LH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7971031619(NAD 83)
 LH0200
 LH0200                          SUPERSEDED SURVEY CONTROL
 LH0200
 LH0200  NGVD 29 (??/??/92)  504.952  (m)         1656.66   (f) ADJ UNCH    1 2
 LH0200
 LH0200.Superseded values are not recommended for survey control.
 LH0200
 LH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0200.See file dsdata.pdf to determine how the superseded data were derived.
 LH0200
 LH0200_MARKER: DR = REFERENCE MARK DISK
 LH0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0200_SP_SET: TOWER BASE
 LH0200_STAMPING: SUPERIOR NO 2 1947
 LH0200_MARK LOGO: CGS
 LH0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0200
 LH0200  HISTORY     - Date     Condition        Report By
 LH0200  HISTORY     - 1947     MONUMENTED       CGS
 LH0200
 LH0200                          STATION DESCRIPTION
 LH0200
 LH0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH0200'AT SUPERIOR.
 LH0200'AT SUPERIOR, AT THE CITY WATER TOWER, IN TOP OF THE SOUTH CORNER
 LH0200'OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE WATER TOWER,
 LH0200'66.0 FEET NORTHWEST OF TRIANGULATION STATION SUPERIOR, 1.7 FEET
 LH0200'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1412 ***********************************************************************
 LH1412  CBN         -  This is a Cooperative Base Network Control Station.
 LH1412  PACS        -  This is a Primary Airport Control Station.
 LH1412  DESIGNATION -  SUPERPORT
 LH1412  PID         -  LH1412
 LH1412  STATE/COUNTY-  NE/NUCKOLLS
 LH1412  COUNTRY     -  US
 LH1412  USGS QUAD   -  SUPERIOR (2017)
 LH1412
 LH1412                         *CURRENT SURVEY CONTROL
 LH1412  ______________________________________________________________________
 LH1412* NAD 83(2011) POSITION- 40 02 50.48332(N) 098 03 52.72164(W)   ADJUSTED
 LH1412* NAD 83(2011) ELLIP HT-   489.821 (meters)        (06/27/12)   ADJUSTED
 LH1412* NAD 83(2011) EPOCH   -  2010.00
 LH1412* NAVD 88 ORTHO HEIGHT -   515.95  (meters)     1692.7   (feet) GPS OBS
 LH1412  ______________________________________________________________________
 LH1412  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1412  GEOID HEIGHT    -        -26.093 (meters)                     GEOID93
 LH1412  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 LH1412  NAD 83(2011) X  -   -685,977.608 (meters)                     COMP
 LH1412  NAD 83(2011) Y  - -4,841,343.857 (meters)                     COMP
 LH1412  NAD 83(2011) Z  -  4,082,327.374 (meters)                     COMP
 LH1412  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 LH1412
 LH1412  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1412  Standards:
 LH1412         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1412            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1412  -------------------------------------------------------------------
 LH1412  NETWORK    0.36   0.92           0.17   0.11   0.47     -0.01926432
 LH1412  -------------------------------------------------------------------
 LH1412  Click here for local accuracies and other accuracy information.
 LH1412
 LH1412.This mark is at Superior Municipal Airport (12K)
 LH1412
 LH1412.The horizontal coordinates were established by GPS observations
 LH1412.and adjusted by the National Geodetic Survey in June 2012.
 LH1412
 LH1412.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1412.been affixed to the stable North American tectonic plate. See 
 LH1412.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1412
 LH1412.The horizontal coordinates are valid at the epoch date displayed above
 LH1412.which is a decimal equivalence of Year/Month/Day.
 LH1412
 LH1412.The orthometric height was determined by GPS observations and a
 LH1412.high-resolution geoid model.
 LH1412
 LH1412.GPS derived orthometric heights for airport stations designated as
 LH1412.PACS or SACS are published to 2 decimal places.  This maintains
 LH1412.centimeter relative accuracy between the PACS and SACS.  It does
 LH1412.not indicate centimeter accuracy relative to other marks which are
 LH1412.part of the published vertical control network.
 LH1412
 LH1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1412.GEOID18 height accuracy estimate available here.
 LH1412
 LH1412.Click photographs - Photos may exist for this station.
 LH1412
 LH1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1412
 LH1412.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1412
 LH1412.The ellipsoidal height was determined by GPS observations
 LH1412.and is referenced to NAD 83.
 LH1412
 LH1412. The following values were computed from the NAD 83(2011) position.
 LH1412
 LH1412;                    North         East     Units Scale Factor Converg.
 LH1412;SPC NE       -    25,612.746   665,135.942   MT  0.99997894   +1 16 57.2
 LH1412;SPC NE       -    84,031.15  2,182,200.17   sFT  0.99997894   +1 16 57.2
 LH1412;UTM  14      - 4,433,432.402   579,787.065   MT  0.99967837   +0 36 06.7
 LH1412
 LH1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1412!SPC NE       -   0.99992316  x   0.99997894  =   0.99990211
 LH1412!UTM  14      -   0.99992316  x   0.99967837  =   0.99960156
 LH1412
 LH1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7978733432(NAD 83)
 LH1412
 LH1412|---------------------------------------------------------------------|
 LH1412| PID    Reference Object                     Distance      Geod. Az  |
 LH1412|                                                           dddmmss.s |
 LH1412| LH1415 SUPERPORT AZ MK                     374.423 METERS 03548     |
 LH1412|---------------------------------------------------------------------|
 LH1412
 LH1412                          SUPERSEDED SURVEY CONTROL
 LH1412
 LH1412  NAD 83(2007)-  40 02 50.48327(N)    098 03 52.72228(W) AD(2002.00) 0
 LH1412  ELLIP H (02/10/07)  489.844  (m)                       GP(2002.00)    
 LH1412  ELLIP H (07/10/01)  489.824  (m)                       GP(       ) 4 1
 LH1412  NAD 83(1995)-  40 02 50.48299(N)    098 03 52.72152(W) AD(       ) B
 LH1412  ELLIP H (06/25/96)  489.887  (m)                       GP(       ) 1 1
 LH1412  NAD 83(1986)-  40 02 50.48913(N)    098 03 52.72005(W) AD(       ) 1
 LH1412  NGVD 29 (02/23/90)  515.72   (m)  RAPSU86  model used  GPS OBS        
 LH1412
 LH1412.Superseded values are not recommended for survey control.
 LH1412
 LH1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1412.See file dsdata.pdf to determine how the superseded data were derived.
 LH1412
 LH1412_MARKER: I = METAL ROD
 LH1412_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1412_STAMPING: SUPERPORT 1989
 LH1412_MARK LOGO: NGS
 LH1412_PROJECTION: FLUSH
 LH1412_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1412+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 LH1412_ROD/PIPE-DEPTH: 16.5 meters
 LH1412_SLEEVE-DEPTH  : 0.95 meters
 LH1412
 LH1412  HISTORY     - Date     Condition        Report By
 LH1412  HISTORY     - 1989     MONUMENTED       NGS
 LH1412  HISTORY     - 19950720 GOOD             NGS
 LH1412  HISTORY     - 19970529 GOOD             NGS
 LH1412  HISTORY     - 20000605 GOOD             NEDR
 LH1412  HISTORY     - 20060621 MARK NOT FOUND   NEDA
 LH1412  HISTORY     - 20100927 MARK NOT FOUND   INDIV
 LH1412
 LH1412                          STATION DESCRIPTION
 LH1412
 LH1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1412'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF SUPERIOR, 0.25 KM
 LH1412'(0.15 MI) EAST OF STATE HIGHWAY 14, AT THE SUPERIOR MUNICIPAL AIRPORT,
 LH1412'ON THE EAST SIDE OF A TAXIWAY, NEAR THE NORTHEAST CORNER OF A BLUE
 LH1412'HANGAR.  OWNERSHIP--SUPERIOR AIRPORT AUTHORITY, 808 KANSAS STREET,
 LH1412'SUPERIOR, NE 68978.  AIRPORT MANAGER IS JIM BUTLER, TELEPHONE
 LH1412'402-879-3006.
 LH1412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 14, IN
 LH1412'SUPERIOR, GO NORTH ON STATE HIGHWAY 14 FOR 3.4 KM (2.10 MI) TO THE
 LH1412'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD
 LH1412'FOR 0.08 KM (0.05 MI) TO A ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 LH1412'ROAD, THEN A RAMP FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH A
 LH1412'TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.16 KM
 LH1412'(0.10 MI) TO THE STATION ON THE LEFT NEAR THE NORTHEAST CORNER OF THE
 LH1412'BLUE HANGAR.
 LH1412'THE STATION IS 41.3 M (135.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 LH1412'THE OFFICE BUILDING, 28.0 M (91.9 FT) EAST OF THE SOUTHEAST CORNER OF
 LH1412'THE FOUNDATION SUPPORTING A GAS PUMP, 19.9 M (65.3 FT) NORTHEAST OF
 LH1412'THE NORTHEAST CORNER OF THE BLUE HANGAR AND 1.4 M (4.6 FT) EAST OF THE
 LH1412'EAST EDGE OF A TAXIWAY LEADING TO THE HANGAR.
 LH1412'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1412'DESCRIBED BY R.D.BALL.
 LH1412
 LH1412                          STATION RECOVERY (1995)
 LH1412
 LH1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1412'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF NELSON, 1.8 MI
 LH1412'(2.9 KM) NORTH OF SUPERIOR AND AT THE SUPERIOR MUNICIPAL AIRPORT NEAR
 LH1412'THE NORTHEAST CORNER OF A BLUE HANGAR.  OWNERSHIP--SUPERIOR AIRPORT
 LH1412'AUTHORITY, 808 KANSAS STREET, SUPERIOR NE 68978.  AIRPORT MANAGER IS
 LH1412'JIM BUTLER, PHONE (402) 879-3006.  TO REACH THE STATION FROM THE
 LH1412'INTERSECTION OF STATE HIGHWAYS 8 AND 14 IN SUPERIOR, GO NORTH ON STATE
 LH1412'HIGHWAY 14 FOR 2.0 MI (3.2 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 LH1412'GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GRAVEL
 LH1412'ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE ROAD THEN ACROSS THE
 LH1412'APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN RIGHT AND GO SOUTH ON THE
 LH1412'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT. THE STATION IS
 LH1412'135.5 FT (41.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE
 LH1412'BUILDING, 91.9 FT (28.0 M) EAST OF THE SOUTHWEST CORNER OF THE
 LH1412'CONCRETE PAD FOR A GAS PUMP, 65.3 FT (19.9 M) NORTHEAST OF THE
 LH1412'NORTHEAST CORNER OF THE BLUE HANGAR AND 4.6 FT (1.4 M) EAST OF THE
 LH1412'EAST EDGE OF A TAXIWAY.  NOTE--THIS STATION WAS USED AS AN AREA
 LH1412'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LH1412
 LH1412                          STATION RECOVERY (1997)
 LH1412
 LH1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1412'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 LH1412
 LH1412                          STATION RECOVERY (2000)
 LH1412
 LH1412'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1412'RECOVERED AS DESCRIBED.
 LH1412
 LH1412                          STATION RECOVERY (2006)
 LH1412
 LH1412'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 LH1412'AIRPORT MANAGER IS BARRY BLACKSTONE.
 LH1412'AIRPORT AUTHORITY ADDRESS IS IN CARE OF LANCE TEACHWORTH, CHAIRMAN,
 LH1412'1109 LOUDEN STREET, SUPERIOR, NE 68978-2315
 LH1412'SUPERPORT APPEARS TO HAVE BEEN PAVED OVER IN THE RECENT (2006) TAXIWAY
 LH1412'PROJECT.  NEW PAVEMENT EXTENDS 5 FEET FROM THE OLD TAXIWAY EDGE AT THE
 LH1412'PREVIOUS DESCRIPTION LOCATIONS.
 LH1412
 LH1412                          STATION RECOVERY (2010)
 LH1412
 LH1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NJ)
 LH1412'AIRPORT PERSONNEL TOLD US THAT THE MARK WAS PAVED OVER DURING TAXIWAY
 LH1412'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1415 ***********************************************************************
 LH1415  SACS        -  This is a Secondary Airport Control Station.
 LH1415  DESIGNATION -  SUPERPORT AZ MK
 LH1415  PID         -  LH1415
 LH1415  STATE/COUNTY-  NE/NUCKOLLS
 LH1415  COUNTRY     -  US
 LH1415  USGS QUAD   -  SUPERIOR (2017)
 LH1415
 LH1415                         *CURRENT SURVEY CONTROL
 LH1415  ______________________________________________________________________
 LH1415* NAD 83(2011) POSITION- 40 03 00.32864(N) 098 03 43.48047(W)   ADJUSTED
 LH1415* NAD 83(2011) ELLIP HT-   489.446 (meters)        (06/27/12)   ADJUSTED
 LH1415* NAD 83(2011) EPOCH   -  2010.00
 LH1415* NAVD 88 ORTHO HEIGHT -   515.57  (meters)     1691.5   (feet) GPS OBS
 LH1415  ______________________________________________________________________
 LH1415  NAVD 88 orthometric height was determined with an earlier geoid model
 LH1415  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 LH1415  NAD 83(2011) X  -   -685,733.259 (meters)                     COMP
 LH1415  NAD 83(2011) Y  - -4,841,180.830 (meters)                     COMP
 LH1415  NAD 83(2011) Z  -  4,082,559.603 (meters)                     COMP
 LH1415  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 LH1415
 LH1415  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1415  Standards:
 LH1415         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1415            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1415  -------------------------------------------------------------------
 LH1415  NETWORK    0.39   0.94           0.18   0.13   0.48     -0.00492846
 LH1415  -------------------------------------------------------------------
 LH1415  Click here for local accuracies and other accuracy information.
 LH1415
 LH1415.This mark is at Superior Municipal Airport (12K)
 LH1415
 LH1415.The horizontal coordinates were established by GPS observations
 LH1415.and adjusted by the National Geodetic Survey in June 2012.
 LH1415
 LH1415.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1415.been affixed to the stable North American tectonic plate. See 
 LH1415.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1415
 LH1415.The horizontal coordinates are valid at the epoch date displayed above
 LH1415.which is a decimal equivalence of Year/Month/Day.
 LH1415
 LH1415.The orthometric height was determined by GPS observations and a
 LH1415.high-resolution geoid model.
 LH1415
 LH1415.GPS derived orthometric heights for airport stations designated as
 LH1415.PACS or SACS are published to 2 decimal places.  This maintains
 LH1415.centimeter relative accuracy between the PACS and SACS.  It does
 LH1415.not indicate centimeter accuracy relative to other marks which are
 LH1415.part of the published vertical control network.
 LH1415
 LH1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1415.GEOID18 height accuracy estimate available here.
 LH1415
 LH1415.Click photographs - Photos may exist for this station.
 LH1415
 LH1415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1415
 LH1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1415
 LH1415.The ellipsoidal height was determined by GPS observations
 LH1415.and is referenced to NAD 83.
 LH1415
 LH1415. The following values were computed from the NAD 83(2011) position.
 LH1415
 LH1415;                    North         East     Units Scale Factor Converg.
 LH1415;SPC NE       -    25,921.231   665,348.130   MT  0.99997774   +1 17 03.3
 LH1415;SPC NE       -    85,043.24  2,182,896.32   sFT  0.99997774   +1 17 03.3
 LH1415;UTM  14      - 4,433,738.253   580,002.839   MT  0.99967879   +0 36 12.8
 LH1415
 LH1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1415!SPC NE       -   0.99992322  x   0.99997774  =   0.99990096
 LH1415!UTM  14      -   0.99992322  x   0.99967879  =   0.99960204
 LH1415
 LH1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8000233738(NAD 83)
 LH1415
 LH1415|---------------------------------------------------------------------|
 LH1415| PID    Reference Object                     Distance      Geod. Az  |
 LH1415|                                                           dddmmss.s |
 LH1415| LH1412 SUPERPORT                           374.423 METERS 21548     |
 LH1415|---------------------------------------------------------------------|
 LH1415
 LH1415                          SUPERSEDED SURVEY CONTROL
 LH1415
 LH1415  NAD 83(2007)-  40 03 00.32859(N)    098 03 43.48110(W) AD(2002.00) 0
 LH1415  ELLIP H (02/10/07)  489.469  (m)                       GP(2002.00)    
 LH1415  ELLIP H (12/13/01)  489.449  (m)                       GP(       ) 4 1
 LH1415  NAD 83(1995)-  40 03 00.32831(N)    098 03 43.48034(W) AD(       ) 1
 LH1415  ELLIP H (08/21/98)  489.512  (m)                       GP(       ) 4 1
 LH1415  NAD 83(1995)-  40 03 00.32839(N)    098 03 43.48062(W) AD(       ) 3
 LH1415  ELLIP H (08/18/97)  489.508  (m)                       GP(       ) 4 1
 LH1415  NAD 83(1986)-  40 03 00.33450(N)    098 03 43.47916(W) AD(       ) 3
 LH1415  NGVD 29 (02/23/90)  515.34   (m)  RAPSU86  model used  GPS OBS        
 LH1415
 LH1415.Superseded values are not recommended for survey control.
 LH1415
 LH1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1415.See file dsdata.pdf to determine how the superseded data were derived.
 LH1415
 LH1415_MARKER: I = METAL ROD
 LH1415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1415_STAMPING: SUPERPORT AZ MK 1989
 LH1415_MARK LOGO: NGS
 LH1415_PROJECTION: FLUSH
 LH1415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1415+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 LH1415_ROD/PIPE-DEPTH: 21.2 meters
 LH1415_SLEEVE-DEPTH  : 0.95 meters
 LH1415
 LH1415  HISTORY     - Date     Condition        Report By
 LH1415  HISTORY     - 1989     MONUMENTED       NGS
 LH1415  HISTORY     - 19950720 GOOD             NGS
 LH1415  HISTORY     - 19970529 GOOD             NGS
 LH1415  HISTORY     - 20060621 GOOD             NEDA
 LH1415  HISTORY     - 20080429 GOOD             KDHE
 LH1415  HISTORY     - 20100927 GOOD             INDIV
 LH1415
 LH1415                          STATION DESCRIPTION
 LH1415
 LH1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1415'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF SUPERIOR, 0.25 KM
 LH1415'(0.15 MI) EAST OF STATE HIGHWAY 14, AT THE SUPERIOR MUNICIPAL AIRPORT,
 LH1415'ON THE EAST SIDE OF PAVED RUNWAY 14-32 AND TURF RUNWAY 18-36, NEAR A
 LH1415'WINDSOCK.  OWNERSHIP--SUPERIOR AIRPORT AUTHORITY, 808 KANSAS STREET,
 LH1415'SUPERIOR, NE 68978.  AIRPORT MANAGER IS JIM BUTLER, TELEPHONE
 LH1415'402-879-3006.
 LH1415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 14, IN
 LH1415'SUPERIOR, GO NORTH ON STATE HIGHWAY 14 FOR 3.4 KM (2.10 MI) TO THE
 LH1415'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD
 LH1415'FOR 0.08 KM (0.05 MI) TO A ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 LH1415'ROAD, THEN A RAMP FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH A
 LH1415'TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.16 KM (0.10 MI)
 LH1415'TO RUNWAY END 14.  KEEP LEFT AROUND RUNWAY END 14, THEN BEAR RIGHT AND
 LH1415'GO SOUTHEAST, CROSSING THE TURF RUNWAY, FOR 0.25 KM (0.15 MI) TO A LOW
 LH1415'BANK NEAR A CIRCLE ENCLOSING THE WINDSOCK.  PARK AND PACK ABOUT 125
 LH1415'FEET TO THE STATION NEAR THE WINDSOCK.
 LH1415'THE STATION IS 9.1 M (29.9 FT) NORTHWEST OF THE WINDSOCK POLE, 7.9 M
 LH1415'(25.9 FT) EAST OF A CARSONITE WITNESS POST AND 6.0 M (19.7 FT)
 LH1415'SOUTHEAST OF THE CIRCLE.
 LH1415'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1415'DESCRIBED BY R.D.BALL.
 LH1415
 LH1415                          STATION RECOVERY (1995)
 LH1415
 LH1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1415'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF NELSON, 1.8 MI
 LH1415'(2.9 KM) NORTH OF SUPERIOR, AT THE SUPERIOR MUNICIPAL AIRPORT NEAR THE
 LH1415'WINDSOCK WITH A SEGMENTED CIRCLE.  OWNERSHIP--SUPERIOR AIRPORT
 LH1415'AUTHORITY, 808 KANSAS STREET, SUPERIOR NE 68978.  AIRPORT MANAGER IS
 LH1415'JIM BUTLER, PHONE (402) 879-3006.  TO REACH THE STATION FROM THE
 LH1415'INTERSECTION OF STATE HIGHWAYS 8 AND 14 IN SUPERIOR, GO NORTH ON STATE
 LH1415'HIGHWAY 14 FOR 2.0 MI (3.2 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 LH1415'GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GRAVEL
 LH1415'ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE ROAD THEN ACROSS THE
 LH1415'APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO NORTH ON THE
 LH1415'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO
 LH1415'SOUTHEAST ON THE RUNWAY FOR 0.15 MI (0.24 KM) TO A LOW BANK AND A
 LH1415'WINDSOCK ON THE LEFT, JUST AFTER CROSSING THE TURF RUNWAY.  THE
 LH1415'STATION IS 29.9 FT (9.1 M) NORTHWEST OF A WINDSOCK POLE, 25.9 FT (7.9
 LH1415'M) EAST OF A WITNESS POST AND 19.7 FT (6.0 M) SOUTHEAST OF THE
 LH1415'SEGMENTED CIRCLE.  THIS STATION TO BE USED AS SACS.
 LH1415
 LH1415                          STATION RECOVERY (1997)
 LH1415
 LH1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CFS)
 LH1415'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 LH1415'(SACS) .
 LH1415
 LH1415                          STATION RECOVERY (2006)
 LH1415
 LH1415'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 LH1415'AIRPORT MANAGER IS BARRY BLACKSTONE.
 LH1415'AIRPORT AUTHORITY ADDRESS IS IN CARE OF LANCE TEACHWORTH, CHAIRMAN,
 LH1415'1109 LOUDEN STREET, SUPERIOR, NE 68978-2315
 LH1415'SUPERPORT AZ MK IS INSIDE OF THE SEGMENTED CIRCLE
 LH1415
 LH1415                          STATION RECOVERY (2008)
 LH1415
 LH1415'RECOVERY NOTE BY KANSAS DEPARTMENT OF HEALTH 2008
 LH1415'RECOVERED IN GOOD CONDITION.
 LH1415
 LH1415                          STATION RECOVERY (2010)
 LH1415
 LH1415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NJ)
 LH1415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4094 ***********************************************************************
 AB4094  CBN         -  This is a Cooperative Base Network Control Station.
 AB4094  DESIGNATION -  SURPRISE
 AB4094  PID         -  AB4094
 AB4094  STATE/COUNTY-  NE/BUTLER
 AB4094  COUNTRY     -  US
 AB4094  USGS QUAD   -  SURPRISE (2017)
 AB4094
 AB4094                         *CURRENT SURVEY CONTROL
 AB4094  ______________________________________________________________________
 AB4094* NAD 83(2011) POSITION- 41 05 25.72666(N) 097 18 33.49473(W)   ADJUSTED
 AB4094* NAD 83(2011) ELLIP HT-   464.874 (meters)        (06/27/12)   ADJUSTED
 AB4094* NAD 83(2011) EPOCH   -  2010.00
 AB4094* NAVD 88 ORTHO HEIGHT -   491.1   (meters)     1611.    (feet) GPS OBS
 AB4094  ______________________________________________________________________
 AB4094  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4094  GEOID HEIGHT    -        -26.154 (meters)                     GEOID93
 AB4094  GEOID HEIGHT    -        -26.227 (meters)                     GEOID18
 AB4094  NAD 83(2011) X  -   -612,508.074 (meters)                     COMP
 AB4094  NAD 83(2011) Y  - -4,775,220.849 (meters)                     COMP
 AB4094  NAD 83(2011) Z  -  4,170,307.000 (meters)                     COMP
 AB4094  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 AB4094
 AB4094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4094  Standards:
 AB4094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4094  -------------------------------------------------------------------
 AB4094  NETWORK    0.36   0.94           0.17   0.11   0.48      0.01489506
 AB4094  -------------------------------------------------------------------
 AB4094  Click here for local accuracies and other accuracy information.
 AB4094
 AB4094.The horizontal coordinates were established by GPS observations
 AB4094.and adjusted by the National Geodetic Survey in June 2012.
 AB4094
 AB4094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4094.been affixed to the stable North American tectonic plate. See 
 AB4094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4094
 AB4094.The horizontal coordinates are valid at the epoch date displayed above
 AB4094.which is a decimal equivalence of Year/Month/Day.
 AB4094
 AB4094.The orthometric height was determined by GPS observations and a
 AB4094.high-resolution geoid model.
 AB4094
 AB4094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4094.GEOID18 height accuracy estimate available here.
 AB4094
 AB4094.Click photographs - Photos may exist for this station.
 AB4094
 AB4094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4094
 AB4094.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4094
 AB4094.The ellipsoidal height was determined by GPS observations
 AB4094.and is referenced to NAD 83.
 AB4094
 AB4094. The following values were computed from the NAD 83(2011) position.
 AB4094
 AB4094;                    North         East     Units Scale Factor Converg.
 AB4094;SPC NE       -   143,092.437   725,964.580   MT  0.99968471   +1 46 59.2
 AB4094;SPC NE       -   469,462.44  2,381,768.79   sFT  0.99968471   +1 46 59.2
 AB4094;UTM  14      - 4,550,178.430   641,998.337   MT  0.99984817   +1 06 41.0
 AB4094
 AB4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4094!SPC NE       -   0.99992709  x   0.99968471  =   0.99961182
 AB4094!UTM  14      -   0.99992709  x   0.99984817  =   0.99977527
 AB4094
 AB4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4199850178(NAD 83)
 AB4094
 AB4094                          SUPERSEDED SURVEY CONTROL
 AB4094
 AB4094  NAD 83(2007)-  41 05 25.72663(N)    097 18 33.49532(W) AD(2002.00) 0
 AB4094  ELLIP H (02/10/07)  464.895  (m)                       GP(2002.00)    
 AB4094  ELLIP H (07/10/01)  464.844  (m)                       GP(       ) 4 1
 AB4094  NAD 83(1995)-  41 05 25.72658(N)    097 18 33.49468(W) AD(       ) B
 AB4094  ELLIP H (06/25/96)  464.945  (m)                       GP(       ) 1 1
 AB4094
 AB4094.Superseded values are not recommended for survey control.
 AB4094
 AB4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4094.See file dsdata.pdf to determine how the superseded data were derived.
 AB4094
 AB4094_MARKER: I = METAL ROD
 AB4094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4094_STAMPING: SURPRISE 1995
 AB4094_MARK LOGO: NGS
 AB4094_PROJECTION: FLUSH
 AB4094_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4094+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2017
 AB4094_ROD/PIPE-DEPTH: 5.94 meters
 AB4094_SLEEVE-DEPTH  : 1.0 meters
 AB4094
 AB4094  HISTORY     - Date     Condition        Report By
 AB4094  HISTORY     - 1995     MONUMENTED       NGS
 AB4094  HISTORY     - 20000605 GOOD             NEDR
 AB4094  HISTORY     - 20170227 GOOD             NEGS
 AB4094
 AB4094                          STATION DESCRIPTION
 AB4094
 AB4094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4094'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF ULYSSES,
 AB4094'4.0 MI (6.4 KM) NORTHEAST OF THE SOUTHWEST CORNER OF BUTLER COUNTY,
 AB4094'1.0 MI (1.6 KM) SOUTH OF SURPRISE, IN THE SW1/4, SEC15, T13N, R1E AND
 AB4094'AT THE SOUTHEAST CORNER OF THE BLUE VALLEY CEMETERY.  PERMISSION WAS
 AB4094'OBTAINED, ON BEHALF OF THE CEMETERY BOARD, FROM MR. JERRY ALTHOUSE,
 AB4094'RTE 1, BOX 259, SURPRISE, NEBRASKA 68667.  TELEPHONE 402-526-2254. TO
 AB4094'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 92 AND STATE ROAD
 AB4094'12E SPUR, 1.0 MILE (1.6 KM) WEST OF RISING CITY, GO SOUTH ON ROAD 12E
 AB4094'SPUR FOR 6.0 MI (9.7 KM) TO THE SMALL TOWN OF SURPRISE. CONTINUE SOUTH
 AB4094'ON A GRAVELED ROAD FOR 1.0 MI (1.6 KM) TO THE CEMETERY AND THE MARK ON
 AB4094'THE LEFT, AT THE SOUTHEAST CORNER OF THE CEMETERY PROPERTY.  THE MARK
 AB4094'IS A STAINLESS STEEL ROD, WITH A SHORT SLEEVE, SET WITHIN A 5-INCH PVC
 AB4094'PIPE WITH A LOGO CAP THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 AB4094'46.2 FT (14.1 M) SOUTH-SOUTHEAST OF THE CENTER OF THE TOP OF THE
 AB4094'CHARLES BENTLEY HEADSTONE, 30.7 FT (9.4 M) SOUTHEAST OF THE CENTER OF
 AB4094'THE TOP OF THE REV. G.W. LEWIS HEADSTONE, 4.6 FT (1.4 M) WEST OF THE
 AB4094'EAST CEMETERY FENCE AND 2.0 FT (0.6 M) NORTH OF THE SOUTH CEMETERY
 AB4094'FENCE AND A WITNESS POST.  ACCESS TO THE MARK IS THROUGH THE LOGO CAP.
 AB4094
 AB4094                          STATION RECOVERY (2000)
 AB4094
 AB4094'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4094'RECOVERED AS DESCRIBED.
 AB4094
 AB4094                          STATION RECOVERY (2017)
 AB4094
 AB4094'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (JA)
 AB4094'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0493 ***********************************************************************
 NO0493  DESIGNATION -  SURVEY
 NO0493  PID         -  NO0493
 NO0493  STATE/COUNTY-  NE/CHERRY
 NO0493  COUNTRY     -  US
 NO0493  USGS QUAD   -  CARD LAKE (2017)
 NO0493
 NO0493                         *CURRENT SURVEY CONTROL
 NO0493  ______________________________________________________________________
 NO0493* NAD 83(1995) POSITION- 42 22 12.72236(N) 101 54 11.09122(W)   ADJUSTED
 NO0493* NAVD 88 ORTHO HEIGHT -  1234.96  (+/-2cm)     4051.7   (feet) VERTCON
 NO0493  ______________________________________________________________________
 NO0493  GEOID HEIGHT    -        -18.723 (meters)                     GEOID18
 NO0493  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 NO0493  HORZ ORDER      -  FIRST
 NO0493  VERT ORDER      -  THIRD ? (See Below)
 NO0493
 NO0493.The horizontal coordinates were established by classical geodetic methods
 NO0493.and adjusted by the National Geodetic Survey in August 1997.
 NO0493
 NO0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0493
 NO0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0493.GEOID18 height accuracy estimate available here.
 NO0493
 NO0493.The vertical order pertains to the NGVD 29 superseded value.
 NO0493
 NO0493.Click photographs - Photos may exist for this station.
 NO0493
 NO0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0493
 NO0493. The following values were computed from the NAD 83(1995) position.
 NO0493
 NO0493;                    North         East     Units Scale Factor Converg.
 NO0493;SPC NE       -   283,392.384   343,293.814   MT  0.99977244   -1 15 40.2
 NO0493;SPC NE       -   929,763.18  1,126,289.79   sFT  0.99977244   -1 15 40.2
 NO0493;UTM  14      - 4,694,963.468   260,962.781   MT  1.00030308   -1 57 26.5
 NO0493
 NO0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0493!SPC NE       -   0.99980929  x   0.99977244  =   0.99958177
 NO0493!UTM  14      -   0.99980929  x   1.00030308  =   1.00011231
 NO0493
 NO0493:                Primary Azimuth Mark                     Grid Az
 NO0493:SPC NE       -  SURVEY AZ MK                             219 54 46.0
 NO0493:UTM  14      -  SURVEY AZ MK                             220 36 32.3
 NO0493
 NO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6096294963(NAD 83)
 NO0493
 NO0493|---------------------------------------------------------------------|
 NO0493| PID    Reference Object                     Distance      Geod. Az  |
 NO0493|                                                           dddmmss.s |
 NO0493| CQ4168 SURVEY RM 1                                        09308     |
 NO0493| CQ4169 SURVEY RM 2                          23.256 METERS 19830     |
 NO0493| CQ4167 SURVEY AZ MK                                       2183905.8 |
 NO0493| NO0492 SURVEY MARKER                        93.810 METERS 34648     |
 NO0493|---------------------------------------------------------------------|
 NO0493
 NO0493                          SUPERSEDED SURVEY CONTROL
 NO0493
 NO0493  NAD 83(1986)-  42 22 12.71796(N)    101 54 11.09462(W) AD(       ) 1
 NO0493  NAD 27      -  42 22 12.77000(N)    101 54 09.45500(W) AD(       ) 1
 NO0493  NGVD 29            1234.47   (m)         4050.1    (f) LEVELING    3  
 NO0493
 NO0493.Superseded values are not recommended for survey control.
 NO0493
 NO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0493.See file dsdata.pdf to determine how the superseded data were derived.
 NO0493
 NO0493_MARKER: DS = TRIANGULATION STATION DISK
 NO0493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0493_STAMPING: SURVEY 1946
 NO0493_MARK LOGO: CGS
 NO0493_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0493
 NO0493  HISTORY     - Date     Condition        Report By
 NO0493  HISTORY     - 1946     MONUMENTED       CGS
 NO0493
 NO0493                          STATION DESCRIPTION
 NO0493
 NO0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0493'THE STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL IN
 NO0493'SECTION 32 T, 28 N. 39 W.  IT IS ABOUT 34 MILES, AIR LINE,
 NO0493'SOUTH SOUTHEAST OF GORDON, 23 MILES, AIR LINE, NORTH OF ASHBY,
 NO0493'28 MILES NORTH NORTHWEST OF HYANNIS, 0.9 MILE NORTHEAST OF
 NO0493'THE KINGS RANCH BUILDINGS, AND 100 YARDS SOUTH OF AN EAST-WEST
 NO0493'FENCE LINE.  IT IS A STANDARD U.S.C. AND G.S. DISK BRAZED TO
 NO0493'THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 8 INCHES
 NO0493'AND IS STAMPED SURVEY 1946.
 NO0493'
 NO0493'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND IS
 NO0493'ABOUT 8 FEET BELOW THE STATION ELEVATION.  IT IS A STANDARD
 NO0493'U.S.C. AND G.S. DISK BRAZED TO THE TOP OF A 3-INCH CAST-IRON
 NO0493'PIPE THAT PROJECTS 5 INCHES AND IS STAMPED SURVEY NO 1 1946.
 NO0493'
 NO0493'REFERENCE MARK NO. 2 IS ON THE CREST OF A RIDGE SOUTH SOUTHWEST
 NO0493'OF THE STATION AND IS ABOUT 2 FEET BELOW STATION ELEVATION.
 NO0493'IT IS A STANDARD U.S.C. AND G.S. DISK BRAZED TO THE TOP OF
 NO0493'A 3-INCH CAST-IRON PIPE THAT PROJECTS 8 INCHES AND IS STAMPED
 NO0493'SURVEY NO 2 1946.
 NO0493'
 NO0493'U.S. GENERAL LAND OFFICE SURVEY MARKER IS A 2 INCH DISK RIVETED
 NO0493'TO THE TOP OF A 1-INCH IRON ROD THAT PROJECTS 8 INCHES.  IT
 NO0493'IS 10 FEET NORTH OF AN EAST-WEST FENCE LINE AND ABOUT 10 FEET
 NO0493'BELOW STATION ELEVATION.
 NO0493'
 NO0493'AZIMUTH MARK IS ON THE CREST OF A SMALL SAND RIDGE AND IS ABOUT
 NO0493'0.35 MILE NORTH OF A SCHOOL HOUSE, 0.15 MILE WEST OF THE KINGS
 NO0493'RANCH BUILDINGS, 0.1 MILE WEST OF A ROAD FORK, 22 FEET NORTH
 NO0493'OF THE CENTER OF A CATTLE GUARD, AND 1 FOOT EAST OF A FENCE
 NO0493'LINE.  IT PROJECTS 11 INCHES AND IS STAMPED SURVEY 1946.
 NO0493'
 NO0493'TO REACH THE STATION FROM HYANNIS, GO WEST ON STATE HIGHWAY
 NO0493'NO. 2 FOR 0.25 MILE, TURN RIGHT, NORTH, ON SAND ROAD, CROSSING
 NO0493'RR TRACKS, AND GO 0.85 MILE TO A FORK, TAKE RIGHT FORK FOR
 NO0493'0.65 MILE, TAKE LEFT FORK AND GO 2.25 MILES, TAKE LEFT FORK 0.25
 NO0493'MILE TO A CATTLE GUARD AND FORK, TAKE RIGHT FORK 0.9 MILE TO
 NO0493'A FORK, JUST BEYOND A CATTLE GUARD.  TAKE RIGHT FORK 1.2 MILES,
 NO0493'TAKE LEFT FORK 1.6 MILES TO A RANCH ON THE RIGHT.  CONTINUE
 NO0493'NORTH AND EAST ON THE MAIN TRAVELED ROAD FOR 1.75 MILES, THEN
 NO0493'LEFT FORK, NORTHERLY, FOR 0.85 MILE.  TAKE RIGHT FORK FOR 1.0
 NO0493'MILE, THEN RIGHT FORK FOR 2.35 MILES, TAKE RIGHT FORK 0.15
 NO0493'MILE, THEN LEFT FORK FOR 1.1 MILE, THEN RIGHT FORK FOR 2.9
 NO0493'MILES TO A FORK.  TAKE LEFT FORK AND GO 2.3 MILES TO A
 NO0493'REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A
 NO0493'CATTLE GUARD AND A FORK, TAKE RIGHT FORK FOR 1.4 MILES TO
 NO0493'A CATTLE GUARD AND A FORK.  TAKE RIGHT FORK FOR 4.25 MILES
 NO0493'TO A CATTLE GUARD AND A T FENCE CORNER ON THE RIGHT,
 NO0493'CONTINUE NORTHERLY OVER SAND RIDGE FOR 1.0 MILE TO
 NO0493'AZIMUTH MARK FOR STATION DANDALE ON THE RIGHT, JUST AFTER
 NO0493'PASSING A WINDMILL ON THE LEFT.  CONTINUE NORTHERLY ON MAIN
 NO0493'TRAVELED ROAD FOR 2.7 MILES TO A FORK, TAKE LEFT FORK
 NO0493'WESTERLY FOR 1.05 MILES TO A ROAD LEFT, THAT GOES TO A RANCH.
 NO0493'CONTINUE WEST AND NORTH FOR 0.4 MILE TO AN OLD,
 NO0493'ABANDONED RANCH, CONTINUE NORTH FOR 0.35 MILE TO A DIM FORK,
 NO0493'TAKE LEFT FORK, STRAIGHT AHEAD, AND GO 0.55 MILE, TAKE LEFT
 NO0493'FORK AND GO 0.95 MILE TO A FORK, TAKE LEFT FORK AND GO 1.8 MILE
 NO0493'TO A FORK, TAKE LEFT FORK FOR 0.2 MILE TO A RANCH HOUSE, CONTINUE
 NO0493'WEST ON THE MAIN TRAVELED ROAD, PAST THE RANCH HOUSE, FOR 1.0
 NO0493'MILE TO A FORK, KEEP STRAIGHT AHEAD TAKING RIGHT FORK WESTERLY
 NO0493'FOR 1.2 MILES TO A REVERSE Y FORK FROM THE LEFT, CONTINUE
 NO0493'STRAIGHT AHEAD, NORTHERLY, OVER A RIDGE FOR 1.1 MILES TO THE
 NO0493'KINGS RANCH.  GO WEST 0.1 MILE TO A FORK, *TAKE RIGHT FORK
 NO0493'NORTH AND GO UP STEEP HILL SIDE FOR 0.8 MILE TO A CATTLE
 NO0493'GUARD IN SADDLE.  CONTINUE ABOUT 0.05 MILE AND MAKE A U TURN
 NO0493'TO THE RIGHT, AROUND A SAND HILL, AND FOLLOW THE FENCE LINE
 NO0493'EAST FOR 0.35 MILE TO THE TOP OF A RIDGE, TURN RIGHT, SOUTH,
 NO0493'AND GO THROUGH FENCE AND CONTINUE SOUTH ABOUT 100 YARDS
 NO0493'TO THE SUMMIT OF A SAND HILL AND THE STATION AS DESCRIBED.
 NO0493'
 NO0493'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE
 NO0493'DESCRIPTION, GO WEST FOR 0.1 MILE TO A CATTLE GUARD AND A
 NO0493'NORTH-SOUTH FENCE LINE AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0492 ***********************************************************************
 NO0492  DESIGNATION -  SURVEY MARKER
 NO0492  PID         -  NO0492
 NO0492  STATE/COUNTY-  NE/CHERRY
 NO0492  COUNTRY     -  US
 NO0492  USGS QUAD   -  CARD LAKE (2017)
 NO0492
 NO0492                         *CURRENT SURVEY CONTROL
 NO0492  ______________________________________________________________________
 NO0492* NAD 83(1995) POSITION- 42 22 15.68233(N) 101 54 12.02740(W)   ADJUSTED
 NO0492* NAVD 88 ORTHO HEIGHT -  1234.    (meters)     4049.    (feet) SCALED
 NO0492  ______________________________________________________________________
 NO0492  GEOID HEIGHT    -        -18.723 (meters)                     GEOID18
 NO0492  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 NO0492  HORZ ORDER      -  SECOND
 NO0492
 NO0492.The horizontal coordinates were established by classical geodetic methods
 NO0492.and adjusted by the National Geodetic Survey in August 1997.
 NO0492
 NO0492.The orthometric height was scaled from a topographic map.
 NO0492
 NO0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0492.GEOID18 height accuracy estimate available here.
 NO0492
 NO0492.Click photographs - Photos may exist for this station.
 NO0492
 NO0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0492
 NO0492. The following values were computed from the NAD 83(1995) position.
 NO0492
 NO0492;                    North         East     Units Scale Factor Converg.
 NO0492;SPC NE       -   283,484.144   343,274.414   MT  0.99977266   -1 15 40.8
 NO0492;SPC NE       -   930,064.23  1,126,226.14   sFT  0.99977266   -1 15 40.8
 NO0492;UTM  14      - 4,695,055.506   260,944.488   MT  1.00030319   -1 57 27.3
 NO0492
 NO0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0492!SPC NE       -   0.99980936  x   0.99977266  =   0.99958207
 NO0492!UTM  14      -   0.99980936  x   1.00030319  =   1.00011249
 NO0492
 NO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6094495055(NAD 83)
 NO0492
 NO0492                          SUPERSEDED SURVEY CONTROL
 NO0492
 NO0492  NAD 83(1986)-  42 22 15.67793(N)    101 54 12.03080(W) AD(       ) 2
 NO0492  NAD 27      -  42 22 15.73000(N)    101 54 10.39000(W) AD(       ) 2
 NO0492
 NO0492.Superseded values are not recommended for survey control.
 NO0492
 NO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0492.See file dsdata.pdf to determine how the superseded data were derived.
 NO0492
 NO0492_MARKER: DD = SURVEY DISK
 NO0492_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NO0492+WITH SETTING: INFORMATION.
 NO0492_MARK LOGO: USGLO
 NO0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0492
 NO0492  HISTORY     - Date     Condition        Report By
 NO0492  HISTORY     - UNK      MONUMENTED       USGLO
 NO0492  HISTORY     - 1946     GOOD             CGS
 NO0492
 NO0492                          STATION DESCRIPTION
 NO0492
 NO0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0492'U.S. GENERAL LAND OFFICE SURVEY MARKER IS A 2 INCH DISK RIVETED
 NO0492'TO THE TOP OF A 1-INCH IRON ROD THAT PROJECTS 8 INCHES.  IT
 NO0492'IS 10 FEET NORTH OF AN EAST-WEST FENCE LINE AND ABOUT 10 FEET
 NO0492'BELOW STATION ELEVATION.
 NO0492'
 NO0492'TO REACH THE STATION FROM HYANNIS, GO WEST ON STATE HIGHWAY
 NO0492'NO. 2 FOR 0.25 MILE, TURN RIGHT, NORTH, ON SAND ROAD, CROSSING
 NO0492'RR TRACKS, AND GO 0.85 MILE TO A FORK, TAKE RIGHT FORK FOR
 NO0492'0.65 MILE, TAKE LEFT FORK AND GO 2.25 MILES, TAKE LEFT FORK 0.25
 NO0492'MILE TO A CATTLE GUARD AND FORK, TAKE RIGHT FORK 0.9 MILE TO
 NO0492'A FORK, JUST BEYOND A CATTLE GUARD.  TAKE RIGHT FORK 1.2 MILES,
 NO0492'TAKE LEFT FORK 1.6 MILES TO A RANCH ON THE RIGHT.  CONTINUE
 NO0492'NORTH AND EAST ON THE MAIN TRAVELED ROAD FOR 1.75 MILES, THEN
 NO0492'LEFT FORK, NORTHERLY, FOR 0.85 MILE.  TAKE RIGHT FORK FOR 1.0
 NO0492'MILE, THEN RIGHT FORK FOR 2.35 MILES, TAKE RIGHT FORK 0.15
 NO0492'MILE, THEN LEFT FORK FOR 1.1 MILE, THEN RIGHT FORK FOR 2.9
 NO0492'MILES TO A FORK.  TAKE LEFT FORK AND GO 2.3 MILES TO A
 NO0492'REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A
 NO0492'CATTLE GUARD AND A FORK, TAKE RIGHT FORK FOR 1.4 MILES TO
 NO0492'A CATTLE GUARD AND A FORK.  TAKE RIGHT FORK FOR 4.25 MILES
 NO0492'TO A CATTLE GUARD AND A T FENCE CORNER ON THE RIGHT.
 NO0492'PASSING A WINDMILL ON THE LEFT.  CONTINUE NORTHERLY ON MAIN
 NO0492'TRAVELED ROAD FOR 2.7 MILES TO A FORK, TAKE LEFT FORK
 NO0492'WESTERLY FOR 1.05 MILES TO A ROAD LEFT, THAT GOES TO A RANCH.
 NO0492'CONTINUE WEST AND NORTH FOR 0.4 MILE TO AN OLD,
 NO0492'ABANDONED RANCH, CONTINUE NORTH FOR 0.35 MILE TO A DIM FORK,
 NO0492'TAKE LEFT FORK, STRAIGHT AHEAD, AND GO 0.55 MILE, TAKE LEFT
 NO0492'FORK AND GO 0.95 MILE TO A FORK, TAKE LEFT FORK AND GO 1.8 MILE
 NO0492'TO A FORK, TAKE LEFT FORK FOR 0.2 MILE TO A RANCH HOUSE, CONTINUE
 NO0492'WEST ON THE MAIN TRAVELED ROAD, PAST THE RANCH HOUSE, FOR 1.0
 NO0492'MILE TO A FORK, KEEP STRAIGHT AHEAD TAKING RIGHT FORK WESTERLY
 NO0492'FOR 1.2 MILES TO A REVERSE Y FORK FROM THE LEFT, CONTINUE
 NO0492'STRAIGHT AHEAD, NORTHERLY, OVER A RIDGE FOR 1.1 MILES TO THE
 NO0492'KINGS RANCH.  GO WEST 0.1 MILE TO A FORK, *TAKE RIGHT FORK
 NO0492'NORTH AND GO UP STEEP HILL SIDE FOR 0.8 MILE TO A CATTLE
 NO0492'GUARD IN SADDLE.  CONTINUE ABOUT 0.05 MILE AND MAKE A U TURN
 NO0492'TO THE RIGHT, AROUND A SAND HILL, AND FOLLOW THE FENCE LINE
 NO0492'EAST FOR 0.35 MILE TO THE TOP OF A RIDGE, TURN RIGHT, SOUTH,
 NO0492'AND GO THROUGH FENCE AND CONTINUE SOUTH ABOUT 100 YARDS
 NO0492'TO THE SUMMIT OF A SAND HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0499 ***********************************************************************
 MM0499  DESIGNATION -  SUTHERLAND
 MM0499  PID         -  MM0499
 MM0499  STATE/COUNTY-  NE/LINCOLN
 MM0499  COUNTRY     -  US
 MM0499  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0499
 MM0499                         *CURRENT SURVEY CONTROL
 MM0499  ______________________________________________________________________
 MM0499* NAD 83(1995) POSITION- 41 09 39.23813(N) 101 11 05.60901(W)   ADJUSTED
 MM0499* NAVD 88 ORTHO HEIGHT -   973.1   (meters)     3193.    (feet) VERTCON
 MM0499  ______________________________________________________________________
 MM0499  GEOID HEIGHT    -        -21.771 (meters)                     GEOID18
 MM0499  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 MM0499  HORZ ORDER      -  FIRST
 MM0499
 MM0499.The horizontal coordinates were established by classical geodetic methods
 MM0499.and adjusted by the National Geodetic Survey in August 1997.
 MM0499
 MM0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0499
 MM0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0499.GEOID18 height accuracy estimate available here.
 MM0499
 MM0499.Click photographs - Photos may exist for this station.
 MM0499
 MM0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0499
 MM0499. The following values were computed from the NAD 83(1995) position.
 MM0499
 MM0499;                    North         East     Units Scale Factor Converg.
 MM0499;SPC NE       -   148,075.302   400,587.041   MT  0.99967662   -0 47 06.8
 MM0499;SPC NE       -   485,810.39  1,314,259.32   sFT  0.99967662   -0 47 06.8
 MM0499;UTM  14      - 4,558,919.705   316,688.846   MT  1.00001358   -1 26 18.4
 MM0499
 MM0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0499!SPC NE       -   0.99985080  x   0.99967662  =   0.99952747
 MM0499!UTM  14      -   0.99985080  x   1.00001358  =   0.99986438
 MM0499
 MM0499:                Primary Azimuth Mark                     Grid Az
 MM0499:SPC NE       -  SUTHERLAND RM 3 AZIMUTH                  342 08 49.3
 MM0499:UTM  14      -  SUTHERLAND RM 3 AZIMUTH                  342 48 00.9
 MM0499
 MM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1668858919(NAD 83)
 MM0499
 MM0499|---------------------------------------------------------------------|
 MM0499| PID    Reference Object                     Distance      Geod. Az  |
 MM0499|                                                           dddmmss.s |
 MM0499| CP8740 SUTHERLAND RM 1                      15.478 METERS 16439     |
 MM0499| CP8741 SUTHERLAND RM 2                      52.209 METERS 31644     |
 MM0499| CP8742 SUTHERLAND RM 3 AZIMUTH                            3412142.5 |
 MM0499|---------------------------------------------------------------------|
 MM0499
 MM0499                          SUPERSEDED SURVEY CONTROL
 MM0499
 MM0499  NAD 83(1986)-  41 09 39.24233(N)    101 11 05.61586(W) AD(       ) 1
 MM0499  NAD 27      -  41 09 39.26500(N)    101 11 04.03800(W) AD(       ) 1
 MM0499  NGVD 29 (07/19/86)  972.7    (m)         3191.     (f) VERT ANG       
 MM0499
 MM0499.Superseded values are not recommended for survey control.
 MM0499
 MM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0499.See file dsdata.pdf to determine how the superseded data were derived.
 MM0499
 MM0499_MARKER: DS = TRIANGULATION STATION DISK
 MM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0499_STAMPING: SUTHERLAND 1933
 MM0499_MARK LOGO: CGS
 MM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0499+STABILITY: SURFACE MOTION
 MM0499
 MM0499  HISTORY     - Date     Condition        Report By
 MM0499  HISTORY     - 1933     MONUMENTED       CGS
 MM0499  HISTORY     - 1971     GOOD             USGS
 MM0499  HISTORY     - 1977     GOOD             LOCENG
 MM0499  HISTORY     - 1985     GOOD             LOCSUR
 MM0499
 MM0499                          STATION DESCRIPTION
 MM0499
 MM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0499'ABOUT 3 MILES DUE WEST OF SUTHERLAND IN NORTHEAST QUARTER
 MM0499'SEC. 26, T. 14 N., R. 34 W., IN HILLY PASTURE ON NARROW RIDGE
 MM0499'DIVIDING NORTH PLATTE AND SOUTH PLATTE RIVERS.  STATION IS ABOUT
 MM0499'1/4 MILE NORTH OF THE LINCOLN HIGHWAY.
 MM0499'
 MM0499'REACHED FROM SUTHERLAND VIA U.S. HIGHWAY 30, WEST 3.5 MILES TO A
 MM0499'ROAD LEADING NORTH OVER RIDGE.  FOLLOW THIS ROAD 0.65 MILE TO
 MM0499'CHURCH, THENCE RIGHT-HAND ROAD ALONG FOOT OF HILLS 1.05 MILES TO
 MM0499'A LANE LEADING TO RANCH SOUTH OF ROAD.  FROM RANCH, FOLLOW
 MM0499'DIM TRACE OF OLD ROAD SOUTH UP RIDGE 0.7 MILE TO A GATE, THENCE
 MM0499'SOUTHWEST 1/4 MILE TO STATION.  TRUCK TO STATION.  STATION IS ON
 MM0499'HIGHEST POINT NEAR MIDDLE OF SHARP NARROW RIDGE WHICH IS
 MM0499'HIGHEST HILL IN VICINITY.
 MM0499'
 MM0499'REFERENCE MARK NO. 1 IS SOUTH OF STATION NEAR SOUTH END OF RIDGE.
 MM0499'
 MM0499'REFERENCE MARK NO. 2 IS WEST OF NORTH OF STATION NEAR NORTH
 MM0499'END OF THE RIDGE.
 MM0499'
 MM0499'REFERENCE MARK NO. 3, AZIMUTH MARK, IS WEST OF NORTH OF STATION
 MM0499'IN FENCE LINE NORTH OF ROAD ALONG FOOT OF HILL ABOUT 1/4
 MM0499'MILE WEST OF RANCH MENTIONED ABOVE, AND 3/4 MILE EAST OF THE CHURCH.
 MM0499'
 MM0499'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0499
 MM0499                          STATION RECOVERY (1971)
 MM0499
 MM0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0499'STA. AND REF. MKS. FOUND AS DESCRIBED.
 MM0499'
 MM0499'AZ. MK. WAS SEARCHED FOR BUT NOT FOUND.
 MM0499
 MM0499                          STATION RECOVERY (1977)
 MM0499
 MM0499'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 MM0499'SUTHERLAND RECOVERED GOOD.
 MM0499'
 MM0499'RM NO. 1 AND RM NO. 2 RECOVERED GOOD.
 MM0499'
 MM0499'RM NO. 3 AZIMUTH RECOVERED GOOD.
 MM0499'
 MM0499'AZIMUTH MARK IS ABOUT 65 FEET EAST OF DRIVE TO HOME OF GAILEN
 MM0499'ODONNEL IN FENCELINE ON NORTH SIDE OF ROAD.
 MM0499'
 MM0499'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF SUTHERLAND,
 MM0499'NE.
 MM0499
 MM0499                          STATION RECOVERY (1985)
 MM0499
 MM0499'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (DCA)
 MM0499'SUTHERLAND FOUND GOOD.
 MM0499'RM 1 FOUND GOOD.
 MM0499'RM 2 FOUND GOOD.
 MM0499'RM NO. 3 - GOOD.
 MM0499'SET WITNESS POST AT STA AND AZ MK.
 MM0499'
 MM0499'DISTANCE AND DIRECTION FROM NEAREST TOWN--PER RECORD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0946 ***********************************************************************
 LG0946  DESIGNATION -  SUTTON
 LG0946  PID         -  LG0946
 LG0946  STATE/COUNTY-  NE/CLAY
 LG0946  COUNTRY     -  US
 LG0946  USGS QUAD   -  SARONVILLE (2017)
 LG0946
 LG0946                         *CURRENT SURVEY CONTROL
 LG0946  ______________________________________________________________________
 LG0946* NAD 83(1995) POSITION- 40 34 57.76646(N) 097 54 04.71515(W)   ADJUSTED
 LG0946* NAVD 88 ORTHO HEIGHT -   533.466 (meters)     1750.21  (feet) ADJUSTED
 LG0946  ______________________________________________________________________
 LG0946  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 LG0946  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 LG0946  DYNAMIC HEIGHT  -        533.170 (meters)     1749.24  (feet) COMP
 LG0946  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 LG0946
 LG0946  HORZ ORDER      -  SECOND
 LG0946  VERT ORDER      -  FIRST     CLASS II
 LG0946
 LG0946.The horizontal coordinates were established by classical geodetic methods
 LG0946.and adjusted by the National Geodetic Survey in August 1997.
 LG0946
 LG0946.The orthometric height was determined by differential leveling and
 LG0946.adjusted by the NATIONAL GEODETIC SURVEY
 LG0946.in May 1993.
 LG0946
 LG0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0946.GEOID18 height accuracy estimate available here.
 LG0946
 LG0946.Click photographs - Photos may exist for this station.
 LG0946
 LG0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0946
 LG0946.The dynamic height is computed by dividing the NAVD 88
 LG0946.geopotential number by the normal gravity value computed on the
 LG0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0946.degrees latitude (g = 980.6199 gals.).
 LG0946
 LG0946.The modeled gravity was interpolated from observed gravity values.
 LG0946
 LG0946. The following values were computed from the NAD 83(1995) position.
 LG0946
 LG0946;                    North         East     Units Scale Factor Converg.
 LG0946;SPC NE       -    85,359.345   677,627.353   MT  0.99978726   +1 23 26.9
 LG0946;SPC NE       -   280,049.78  2,223,182.41   sFT  0.99978726   +1 23 26.9
 LG0946;UTM  14      - 4,493,015.921   592,982.712   MT  0.99970642   +0 42 53.3
 LG0946
 LG0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0946!SPC NE       -   0.99992042  x   0.99978726  =   0.99970769
 LG0946!UTM  14      -   0.99992042  x   0.99970642  =   0.99962686
 LG0946
 LG0946:                Primary Azimuth Mark                     Grid Az
 LG0946:SPC NE       -  SUTTON AZ MK RESET                       168 13 40.8
 LG0946:UTM  14      -  SUTTON AZ MK RESET                       168 54 14.4
 LG0946
 LG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9298293015(NAD 83)
 LG0946
 LG0946|---------------------------------------------------------------------|
 LG0946| PID    Reference Object                     Distance      Geod. Az  |
 LG0946|                                                           dddmmss.s |
 LG0946| CO2535 SUTTON AZ MK                                       0551746.8 |
 LG0946| LG0944 SUTTON IMM CONCEPT CATH CH          APPROX. 4.3 KM 0564539.5 |
 LG0946| LG0943 SUTTON MUNICIPAL STANDPIPE          APPROX. 4.1 KM 0614705.6 |
 LG0946| LG1354 SUTTON RM 1                          31.088 METERS 13308     |
 LG0946| LG1260 SUTTON AZ MK RESET                                 1693707.7 |
 LG0946| CO2536 SUTTON RM 2                          29.382 METERS 22338     |
 LG0946|---------------------------------------------------------------------|
 LG0946
 LG0946                          SUPERSEDED SURVEY CONTROL
 LG0946
 LG0946  NAD 83(1986)-  40 34 57.77384(N)    097 54 04.71567(W) AD(       ) 2
 LG0946  NAD 27      -  40 34 57.74000(N)    097 54 03.54300(W) AD(       ) 2
 LG0946
 LG0946.Superseded values are not recommended for survey control.
 LG0946
 LG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0946.See file dsdata.pdf to determine how the superseded data were derived.
 LG0946
 LG0946_MARKER: DS = TRIANGULATION STATION DISK
 LG0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0946_STAMPING: SUTTON 1950
 LG0946_MARK LOGO: CGS
 LG0946_PROJECTION: RECESSED 15 CENTIMETERS
 LG0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0946+STABILITY: SURFACE MOTION
 LG0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0946+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LG0946
 LG0946  HISTORY     - Date     Condition        Report By
 LG0946  HISTORY     - 1950     MONUMENTED       CGS
 LG0946  HISTORY     - 1950     GOOD             CGS
 LG0946  HISTORY     - 1961     GOOD             CGS
 LG0946  HISTORY     - 19911008 GOOD             NGS
 LG0946  HISTORY     - 20080408 GOOD             JCLS
 LG0946
 LG0946                          STATION DESCRIPTION
 LG0946
 LG0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0946'STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF SUTTON IN A
 LG0946'TRIANGLE FORMED BY U.S. HIGHWAY 6 AND A DIRT CROSSROAD.  STATION
 LG0946'IS 54 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6 AND 33 FEET
 LG0946'NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD.  THE MARK IS
 LG0946'ABOUT 6 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 LG0946'SUTTON 1950.
 LG0946'
 LG0946'REFERENCE MARK NO. 1 IS 63 FEET SOUTHWEST OF THE APPROXIMATE
 LG0946'CENTER OF T JUNCTION, 23 FEET WEST OF FENCE CORNER AND 0.5 FOOT
 LG0946'NORTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LG0946'DISK IS STAMPED SUTTON NO 1 1950.
 LG0946'
 LG0946'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE APPROXIMATE
 LG0946'CENTERLINE OF DIRT ROAD AND 0.5 FOOT NORTH OF FENCE.  THE
 LG0946'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LG0946'SUTTON NO 2 1950.
 LG0946'
 LG0946'AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0946'2 FEET WEST OF WITNESS POST AND AT THE NORTH EDGE OF CULTIVATED
 LG0946'FIELD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0946'STAMPED SUTTON 1950.
 LG0946'
 LG0946'TO REACH FROM THE POST OFFICE IN SUTTON GO SOUTH ON CITY ROUTE
 LG0946'6 AND THE MAIN STREET FOR 0.7 MILE TO JUNCTION WITH U.S.
 LG0946'HIGHWAY 6.  TURN RIGHT AND GO SOUTHWESTERLY ON U.S. HIGHWAY 6
 LG0946'FOR 1.45 MILES TO AZIMUTH MARK ON LEFT AT TOP OF CUT AS DESCRIBED.
 LG0946'CONTINUE SOUTHWESTERLY FOR 1.0 MILE TO TOP OF GRADE AND
 LG0946'CROSSROADS AND STATION ON LEFT OR SOUTH SIDE OF HIGHWAY AS
 LG0946'DESCRIBED.
 LG0946'
 LG0946'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0946
 LG0946                          STATION RECOVERY (1950)
 LG0946
 LG0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0946'RECOVERED IN GOOD CONDITION.
 LG0946
 LG0946                          STATION RECOVERY (1961)
 LG0946
 LG0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LG0946'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0946'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS FOUND IN THE
 LG0946'GENERAL AREA AS DESCRIBED BUT THE ARROW ON THE DISK WAS POINTING
 LG0946'TOWARD THE TOWN OF SUTTON INSTEAD OF THE STATION MARK.  THIS
 LG0946'AZIMUTH MARK WAS DESTROYED AND A NEW ONE ESTABLISHED USING THE
 LG0946'CHURCH BELFRY AND THE STANDPIPE IN THE TOWN OF SUTTON FOR
 LG0946'AZIMUTH BEARINGS.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0946'
 LG0946'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTHWEST OF THE TOWN
 LG0946'OF SUTTON IN A TRIANGLE FORMED BY U.S. HIGHWAY 6 AND A DIRT
 LG0946'CROSSROAD, 127 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL
 LG0946'ROAD, 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 6, 43 FEET
 LG0946'WEST OF A TREE, 34 FEET EAST OF A TREE, 32 FEET NORTH OF THE
 LG0946'CENTER OF A DIRT ROAD, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 LG0946'POST.  THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND
 LG0946'THE DISK IS STAMPED SUTTON 1950.
 LG0946'
 LG0946'REFERENCE MARK NO. 1 IS 101.99 FEET SOUTHEAST OF THE STATION, 34
 LG0946'FEET SOUTH OF THE CENTER OF DIRT ROAD, 23 FEET WEST OF A FENCE
 LG0946'CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 LG0946'AND THE DISK IS STAMPED SUTTON NO 1 1950.
 LG0946'
 LG0946'REFERENCE MARK NO. 2 IS 96.40 FEET SOUTHWEST OF THE STATION,
 LG0946'37 FEET EAST OF A POWER POLE, 34 FEET SOUTH OF THE CENTER OF DIRT
 LG0946'ROAD, AND 2 FEET NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND
 LG0946'THE DISK IS STAMPED SUTTON NO 2 1950.
 LG0946'
 LG0946'AZIMUTH MARK RESET IS 0.2 MILE SOUTH OF THE STATION, 100 FEET
 LG0946'SOUTH OF THE CENTER OF ENTRANCE TO FARM BUILDINGS ON THE WEST SIDE
 LG0946'OF THE ROAD, 84 FEET EAST OF THE SOUTHEAST CORNER OF CORNCRIB,
 LG0946'32 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 11 FEET
 LG0946'SOUTH OF THE TANGENT OF THE SOUTH SIDE OF CORNCRIB, AND 2 FEET
 LG0946'NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 LG0946'DISK IS STAMPED SUTTON 1950 RESET 1961.
 LG0946'
 LG0946'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF SUTTON,
 LG0946'GO SOUTH ON THE MAIN STREET FOR 0.7 MILE TO U.S. HIGHWAY 6.
 LG0946'TURN RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY 6 FOR 2.5 MILES TO
 LG0946'CROSSROADS AND THE STATION AS DESCRIBED ON THE LEFT OR SOUTH SIDE
 LG0946'OF THE HIGHWAY.
 LG0946'
 LG0946'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVEL
 LG0946'ROAD FOR 0.2 TO THE AZIMUTH MARK ON THE LEFT OR EAST SIDE OF THE
 LG0946'ROAD.
 LG0946'
 LG0946'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0946
 LG0946                          STATION RECOVERY (1991)
 LG0946
 LG0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0946'28.3 KM (17.60 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0946'OF U.S. HIGHWAY 81 IN FAIRMONT, 39.3 M (128.9 FT) WEST OF THE CENTER
 LG0946'OF A GRAVELED ROAD, 21.9 M (71.9 FT) NORTH OF A FENCE, 16.4 M (53.8
 LG0946'FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL
 LG0946'OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 LG0946'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 LG0946
 LG0946                          STATION RECOVERY (2008)
 LG0946
 LG0946'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LG0946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1260 ***********************************************************************
 LG1260  DESIGNATION -  SUTTON AZ MK RESET
 LG1260  PID         -  LG1260
 LG1260  STATE/COUNTY-  NE/CLAY
 LG1260  COUNTRY     -  US
 LG1260  USGS QUAD   -  SARONVILLE (2017)
 LG1260
 LG1260                         *CURRENT SURVEY CONTROL
 LG1260  ______________________________________________________________________
 LG1260* NAD 83(1986) POSITION- 40 34 56.     (N) 097 54 03.     (W)   SCALED
 LG1260* NAVD 88 ORTHO HEIGHT -   532.646 (meters)     1747.52  (feet) ADJUSTED
 LG1260  ______________________________________________________________________
 LG1260  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 LG1260  DYNAMIC HEIGHT  -        532.351 (meters)     1746.55  (feet) COMP
 LG1260  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 LG1260
 LG1260  VERT ORDER      -  FIRST     CLASS II
 LG1260
 LG1260.The horizontal coordinates were scaled from a map and have
 LG1260.an estimated accuracy of +/- 6 seconds.
 LG1260
 LG1260.The orthometric height was determined by differential leveling and
 LG1260.adjusted by the NATIONAL GEODETIC SURVEY
 LG1260.in May 1993.
 LG1260
 LG1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1260.GEOID18 height accuracy estimate available here.
 LG1260
 LG1260.Click photographs - Photos may exist for this station.
 LG1260
 LG1260.The dynamic height is computed by dividing the NAVD 88
 LG1260.geopotential number by the normal gravity value computed on the
 LG1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1260.degrees latitude (g = 980.6199 gals.).
 LG1260
 LG1260.The modeled gravity was interpolated from observed gravity values.
 LG1260
 LG1260;                    North         East    Units  Estimated Accuracy
 LG1260;SPC NE       -    85,310.      677,670.      MT  (+/- 180 meters Scaled)
 LG1260
 LG1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK930929(NAD 83)
 LG1260
 LG1260                          SUPERSEDED SURVEY CONTROL
 LG1260
 LG1260.No superseded survey control is available for this station.
 LG1260
 LG1260_MARKER: DZ = AZIMUTH MARK DISK
 LG1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1260_STAMPING: SUTTON 1950 RESET 1960
 LG1260_MARK LOGO: CGS
 LG1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1260+STABILITY: SURFACE MOTION
 LG1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1260+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1260
 LG1260  HISTORY     - Date     Condition        Report By
 LG1260  HISTORY     - 1960     MONUMENTED       CGS
 LG1260  HISTORY     - 19911008 GOOD             NGS
 LG1260
 LG1260                          STATION DESCRIPTION
 LG1260
 LG1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1260'28.3 KM (17.60 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1260'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.3 KM (0.20 MI) SOUTHERLY
 LG1260'ALONG A GRAVELED ROAD, 35.8 M (117.5 FT) NORTH OF THE NORTHWEST
 LG1260'CORNER OF A BUILDING, 31.2 M (102.4 FT) SOUTH OF THE CENTER OF A
 LG1260'DRIVEWAY, 26.7 M (87.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LG1260'HOUSE, 9.3 M (30.5 FT) EAST OF AND LEVEL WITH THE ROAD CENTER, AND
 LG1260'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LG1260'NOTE--THE MONUMENT IS CHIPPED ON THE NORTH AND WEST SIDES, BUT IT IS
 LG1260'SOLID IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0944 ***********************************************************************
 LG0944  DESIGNATION -  SUTTON IMM CONCEPT CATH CH
 LG0944  PID         -  LG0944
 LG0944  STATE/COUNTY-  NE/CLAY
 LG0944  COUNTRY     -  US
 LG0944  USGS QUAD   -  SUTTON (2017)
 LG0944
 LG0944                         *CURRENT SURVEY CONTROL
 LG0944  ______________________________________________________________________
 LG0944* NAD 83(1995) POSITION- 40 36 13.42036(N) 097 51 33.20012(W)   ADJUSTED
 LG0944  ______________________________________________________________________
 LG0944  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 LG0944  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 LG0944  HORZ ORDER      -  THIRD
 LG0944
 LG0944.The horizontal coordinates were established by classical geodetic methods
 LG0944.and adjusted by the National Geodetic Survey in August 1997.
 LG0944
 LG0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0944.GEOID18 height accuracy estimate available here.
 LG0944
 LG0944.Click photographs - Photos may exist for this station.
 LG0944
 LG0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0944
 LG0944. The following values were computed from the NAD 83(1995) position.
 LG0944
 LG0944;                    North         East     Units Scale Factor Converg.
 LG0944;SPC NE       -    87,779.091   681,131.038   MT  0.99978148   +1 25 07.3
 LG0944;SPC NE       -   287,988.57  2,234,677.41   sFT  0.99978148   +1 25 07.3
 LG0944;UTM  14      - 4,495,393.980   596,514.446   MT  0.99971466   +0 44 33.0
 LG0944
 LG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9651495393(NAD 83)
 LG0944
 LG0944                          SUPERSEDED SURVEY CONTROL
 LG0944
 LG0944  NAD 83(1986)-  40 36 13.42760(N)    097 51 33.20020(W) AD(       ) 3
 LG0944  NAD 27      -  40 36 13.40100(N)    097 51 32.02200(W) AD(       ) 3
 LG0944
 LG0944.Superseded values are not recommended for survey control.
 LG0944
 LG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0944.See file dsdata.pdf to determine how the superseded data were derived.
 LG0944
 LG0944_MARKER: 75 = BELFRY
 LG0944
 LG0944  HISTORY     - Date     Condition        Report By
 LG0944  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0944
 LG0944                          STATION DESCRIPTION
 LG0944
 LG0944'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0943 ***********************************************************************
 LG0943  DESIGNATION -  SUTTON MUNICIPAL STANDPIPE
 LG0943  PID         -  LG0943
 LG0943  STATE/COUNTY-  NE/CLAY
 LG0943  COUNTRY     -  US
 LG0943  USGS QUAD   -  SUTTON (2017)
 LG0943
 LG0943                         *CURRENT SURVEY CONTROL
 LG0943  ______________________________________________________________________
 LG0943* NAD 83(1995) POSITION- 40 35 59.82282(N) 097 51 32.90526(W)   ADJUSTED
 LG0943  ______________________________________________________________________
 LG0943  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 LG0943  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG0943  HORZ ORDER      -  THIRD
 LG0943
 LG0943.The horizontal coordinates were established by classical geodetic methods
 LG0943.and adjusted by the National Geodetic Survey in August 1997.
 LG0943
 LG0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0943.GEOID18 height accuracy estimate available here.
 LG0943
 LG0943.Click photographs - Photos may exist for this station.
 LG0943
 LG0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0943
 LG0943. The following values were computed from the NAD 83(1995) position.
 LG0943
 LG0943;                    North         East     Units Scale Factor Converg.
 LG0943;SPC NE       -    87,360.050   681,148.350   MT  0.99978251   +1 25 07.5
 LG0943;SPC NE       -   286,613.76  2,234,734.21   sFT  0.99978251   +1 25 07.5
 LG0943;UTM  14      - 4,494,974.793   596,526.809   MT  0.99971469   +0 44 33.0
 LG0943
 LG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9652694974(NAD 83)
 LG0943
 LG0943                          SUPERSEDED SURVEY CONTROL
 LG0943
 LG0943  NAD 83(1986)-  40 35 59.82987(N)    097 51 32.90579(W) AD(       ) 3
 LG0943  NAD 27      -  40 35 59.79400(N)    097 51 31.74400(W) AD(       ) 3
 LG0943
 LG0943.Superseded values are not recommended for survey control.
 LG0943
 LG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0943.See file dsdata.pdf to determine how the superseded data were derived.
 LG0943
 LG0943_MARKER: 52 = STANDPIPE TANK
 LG0943
 LG0943  HISTORY     - Date     Condition        Report By
 LG0943  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0943
 LG0943                          STATION DESCRIPTION
 LG0943
 LG0943'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0743 ***********************************************************************
 NN0743  DESIGNATION -  SWAN
 NN0743  PID         -  NN0743
 NN0743  STATE/COUNTY-  NE/HOLT
 NN0743  COUNTRY     -  US
 NN0743  USGS QUAD   -  SWAN LAKE (2017)
 NN0743
 NN0743                         *CURRENT SURVEY CONTROL
 NN0743  ______________________________________________________________________
 NN0743* NAD 83(1995) POSITION- 42 11 25.51662(N) 099 04 25.05873(W)   ADJUSTED
 NN0743* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 NN0743  ______________________________________________________________________
 NN0743  GEOID HEIGHT    -        -23.510 (meters)                     GEOID18
 NN0743  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 NN0743  HORZ ORDER      -  FIRST
 NN0743
 NN0743.The horizontal coordinates were established by classical geodetic methods
 NN0743.and adjusted by the National Geodetic Survey in August 1997.
 NN0743
 NN0743.The orthometric height was scaled from a topographic map.
 NN0743
 NN0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0743.GEOID18 height accuracy estimate available here.
 NN0743
 NN0743.Click photographs - Photos may exist for this station.
 NN0743
 NN0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0743
 NN0743. The following values were computed from the NAD 83(1995) position.
 NN0743
 NN0743;                    North         East     Units Scale Factor Converg.
 NN0743;SPC NE       -   262,112.802   576,499.295   MT  0.99972993   +0 36 50.1
 NN0743;SPC NE       -   859,948.42  1,891,398.10   sFT  0.99972993   +0 36 50.1
 NN0743;UTM  14      - 4,670,921.457   493,920.565   MT  0.99960045   -0 02 58.0
 NN0743
 NN0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0743!SPC NE       -   0.99988289  x   0.99972993  =   0.99961286
 NN0743!UTM  14      -   0.99988289  x   0.99960045  =   0.99948339
 NN0743
 NN0743:                Primary Azimuth Mark                     Grid Az
 NN0743:SPC NE       -  SWAN AZ MK                               330 45 27.9
 NN0743:UTM  14      -  SWAN AZ MK                               331 25 16.0
 NN0743
 NN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9392070921(NAD 83)
 NN0743
 NN0743|---------------------------------------------------------------------|
 NN0743| PID    Reference Object                     Distance      Geod. Az  |
 NN0743|                                                           dddmmss.s |
 NN0743| CO4658 SWAN RM 1                             6.120 METERS 15506     |
 NN0743| CO4659 SWAN RM 2                             6.440 METERS 27223     |
 NN0743| CO4657 SWAN AZ MK                                         3312218.0 |
 NN0743|---------------------------------------------------------------------|
 NN0743
 NN0743                          SUPERSEDED SURVEY CONTROL
 NN0743
 NN0743  NAD 83(1986)-  42 11 25.52045(N)    099 04 25.06883(W) AD(       ) 1
 NN0743  NAD 27      -  42 11 25.50700(N)    099 04 23.69700(W) AD(       ) 1
 NN0743
 NN0743.Superseded values are not recommended for survey control.
 NN0743
 NN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0743.See file dsdata.pdf to determine how the superseded data were derived.
 NN0743
 NN0743_MARKER: DS = TRIANGULATION STATION DISK
 NN0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0743
 NN0743  HISTORY     - Date     Condition        Report By
 NN0743  HISTORY     - 1949     MONUMENTED       CGS
 NN0743
 NN0743                          STATION DESCRIPTION
 NN0743
 NN0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0743'THE STATION IS LOCATED ABOUT 10.0 MILES WEST-SOUTHWEST OF
 NN0743'AMELIA AND 2.5 MILES NORTHWEST OF SWAN LAKE ON LAND OWNED
 NN0743'BY MR. RAYMOND GARWOOD.  IT IS ON THE NORTH EDGE OF HIGHEST
 NN0743'POINT OF PROMINENT SAND HILL, 7 FEET NORTH OF NORTH EDGE OF
 NN0743'SAND BLOWOUT, AND 6.5 FEET NORTHWEST OF WITNESS POST.  IT
 NN0743'IS STAMPED SWAN 1949 AND PROJECTS 5 INCHES.
 NN0743'
 NN0743'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 17
 NN0743'FEET SOUTHEAST OF WITNESS POST, AND 3 FEET NORTH OF NORTH
 NN0743'EDGE OF SAND BLOWOUT.  IT IS STAMPED SWAN NO 1 1949 AND PROJECTS
 NN0743'6 INCHES.
 NN0743'
 NN0743'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 19 FEET
 NN0743'WEST-NORTHWEST OF THE STATION WITNESS POST, AND ON THE NORTHWEST
 NN0743'EDGE OF HIGHEST POINT OF SAND HILL.  IT IS STAMPED SWAN NO
 NN0743'2 1949 AND PROJECTS 5 INCHES.
 NN0743'
 NN0743'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 300 FEET EAST
 NN0743'OF FENCE CORNER, 9 FEET EAST OF THE EAST END OF WIRE GATE,
 NN0743'AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED SWAN
 NN0743'1949 AND PROJECTS 3 INCHES.
 NN0743'
 NN0743'TO REACH THE STATION FROM THE D-X SERVICE STATION IN THE NORTH
 NN0743'EDGE OF AMELIA, GO WEST FOR 3.0 MILES TO THE JUNCTION WITH
 NN0743'STATE HIGHWAY 11, TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 NN0743'11 FOR 0.35 MILE TO T-ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN
 NN0743'ROAD WESTERLY FOR 3.6 MILES TO LARGE MAIL BOX WHERE ROAD
 NN0743'TURNS LEFT, TURN LEFT AND GO SOUTH AND WEST ON MAIN ROAD FOR
 NN0743'2.0 MILES TO WIRE GATE AND CATTLE GUARD, CONTINUE SOUTHWEST
 NN0743'ON MAIN ROAD FOR 0.35 MILE TO WIRE GATE AND CATTLE GUARD,
 NN0743'CROSS CATTLE GUARD AND GO SOUTH AND WEST ON MAIN ROAD FOR
 NN0743'2.45 MILES TO DRIVEWAY TO MR. DELBERT EDWARDS RANCH HOUSE
 NN0743'ON THE RIGHT AND TRACK ROAD LEADING LEFT, TURN LEFT AND GO
 NN0743'SOUTH AND EAST ON DIM TRACK ROAD FOR 0.25 MILE TO WIRE
 NN0743'GATE JUST SOUTH OF FENCE CORNER, GO THROUGH GATE AND GO
 NN0743'SOUTHEAST AND SOUTH FOR 0.75 MILE TO WIRE GATE IN SOUTHWEST
 NN0743'CORNER OF PASTURE AND AZIMUTH MARK JUST EAST OF GATE AS
 NN0743'DESCRIBED, GO THROUGH GATE AND GO EAST ALONG SOUTH SIDE OF
 NN0743'FENCE FOR 0.1 MILE, TURN RIGHT AND GO SOUTH-SOUTHWEST FOR
 NN0743'0.65 MILE TO HIGHEST POINT OF SAND HILL AND STATION ON NORTH
 NN0743'EDGE AS DESCRIBED.
 NN0743'
 NN0743'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 4 FOOT SIGNAL AT STATION BALLAGH IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 74 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 4 FOOT SIGNAL AT STATION KOLA IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 74 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 4 FOOT SIGNAL AT STATION TONOWANDA IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 4 FOOT SIGNAL AT STATION DRY IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'A 4 FOOT SIGNAL AT STATION SWAN LAKE IS VISIBLE AT 4 FEET.
 NN0743'
 NN0743'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0744 ***********************************************************************
 NN0744  DESIGNATION -  SWAN LAKE
 NN0744  PID         -  NN0744
 NN0744  STATE/COUNTY-  NE/HOLT
 NN0744  COUNTRY     -  US
 NN0744  USGS QUAD   -  SWAN LAKE (2017)
 NN0744
 NN0744                         *CURRENT SURVEY CONTROL
 NN0744  ______________________________________________________________________
 NN0744* NAD 83(1995) POSITION- 42 10 41.87388(N) 099 00 34.85421(W)   ADJUSTED
 NN0744* NAVD 88 ORTHO HEIGHT -   709.    (meters)     2326.    (feet) SCALED
 NN0744  ______________________________________________________________________
 NN0744  GEOID HEIGHT    -        -23.586 (meters)                     GEOID18
 NN0744  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 NN0744  HORZ ORDER      -  THIRD
 NN0744
 NN0744.The horizontal coordinates were established by classical geodetic methods
 NN0744.and adjusted by the National Geodetic Survey in August 1997.
 NN0744
 NN0744.The orthometric height was scaled from a topographic map.
 NN0744
 NN0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0744.GEOID18 height accuracy estimate available here.
 NN0744
 NN0744.Click photographs - Photos may exist for this station.
 NN0744
 NN0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0744
 NN0744. The following values were computed from the NAD 83(1995) position.
 NN0744
 NN0744;                    North         East     Units Scale Factor Converg.
 NN0744;SPC NE       -   260,825.205   581,795.089   MT  0.99972742   +0 39 22.6
 NN0744;SPC NE       -   855,724.03  1,908,772.72   sFT  0.99972742   +0 39 22.6
 NN0744;UTM  14      - 4,669,572.835   499,200.425   MT  0.99960001   -0 00 23.4
 NN0744
 NN0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0744!SPC NE       -   0.99989247  x   0.99972742  =   0.99961992
 NN0744!UTM  14      -   0.99989247  x   0.99960001  =   0.99949252
 NN0744
 NN0744:                Primary Azimuth Mark                     Grid Az
 NN0744:SPC NE       -  SWAN LAKE AZ MK 2                        223 08 05.5
 NN0744:UTM  14      -  SWAN LAKE AZ MK 2                        223 47 51.5
 NN0744
 NN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9920069572(NAD 83)
 NN0744
 NN0744|---------------------------------------------------------------------|
 NN0744| PID    Reference Object                     Distance      Geod. Az  |
 NN0744|                                                           dddmmss.s |
 NN0744| CO4660 SWAN LAKE RM 1                                     08137     |
 NN0744| CO4661 SWAN LAKE RM 2                       31.003 METERS 19225     |
 NN0744| NN0745 SWAN LAKE AZ MK 2                   APPROX. 1.3 KM 2234728.1 |
 NN0744| NN0746 SWAN LAKE AZ MK                     APPROX. 1.3 KM 2250622.8 |
 NN0744| CO4662 SWAN LAKE RM 3                       18.126 METERS 31914     |
 NN0744|---------------------------------------------------------------------|
 NN0744
 NN0744                          SUPERSEDED SURVEY CONTROL
 NN0744
 NN0744  NAD 83(1986)-  42 10 41.87673(N)    099 00 34.86191(W) AD(       ) 3
 NN0744  NAD 27      -  42 10 41.86200(N)    099 00 33.49000(W) AD(       ) 3
 NN0744
 NN0744.Superseded values are not recommended for survey control.
 NN0744
 NN0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0744.See file dsdata.pdf to determine how the superseded data were derived.
 NN0744
 NN0744_MARKER: DS = TRIANGULATION STATION DISK
 NN0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0744_STAMPING: SWAN LAKE 1949
 NN0744_MARK LOGO: CGS
 NN0744_PROJECTION: FLUSH
 NN0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0744+STABILITY: SURFACE MOTION
 NN0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0744+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 NN0744
 NN0744  HISTORY     - Date     Condition        Report By
 NN0744  HISTORY     - 1949     MONUMENTED       CGS
 NN0744  HISTORY     - 1978     GOOD             NGS
 NN0744  HISTORY     - 20200303 GOOD             NEGS
 NN0744
 NN0744                          STATION DESCRIPTION
 NN0744
 NN0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0744'THE STATION IS LOCATED ABOUT 5.0 MILES WEST AND 3.75 MILES
 NN0744'SOUTH OF AMELIA AND ABOUT 1.25 MILES NORTHEAST OF SWAN LAKE
 NN0744'ON THE SUMMIT OF A SMALL SAND KNOLL ABOUT 0.3 OF A MILE
 NN0744'NORTHEAST OF THE SWAN LAKE STORE.  IT IS 96.0 FEET WEST OF
 NN0744'THE CENTER OF STATE ROUTE NO. 11 AND 54.0 FEET WEST OF A
 NN0744'FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED SWAN
 NN0744'LAKE 1949.
 NN0744'
 NN0744'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0744'15.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 41.0 FEET
 NN0744'WEST OF THE CENTER OF STATE ROUTE NO. 11 AND 0.4 OF A FOOT
 NN0744'WEST OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED SWAN
 NN0744'LAKE NO 1 1949.
 NN0744'
 NN0744'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0744'20.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 40.0
 NN0744'FEET WEST OF THE CENTER OF STATE ROUTE NO. 11 AND 0.4 OF A
 NN0744'FOOT WEST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 NN0744'SWAN LAKE NO 2 1949.
 NN0744'
 NN0744'THE AZIMUTH MARK IS 145.0 FEET NORTH OF A T ROAD, 46.0 FEET
 NN0744'WEST OF THE CENTER OF STATE ROUTE NO. 11, 1.5 FEET NORTH OF
 NN0744'A WITNESS POST, AND 0.5 OF A FOOT EAST OF A FENCE.  IT PROJECTS
 NN0744'4 INCHES AND IS STAMPED SWAN LAKE 1949.
 NN0744'
 NN0744'TO REACH THE STATION FROM THE POST OFFICE IN AMELIA, GO SOUTH
 NN0744'ON MAIN STREET FOR 0.1 OF A MILE TO STATE ROUTE NO. 95, TURN
 NN0744'WEST ON STATE ROUTE NO. 95 AND GO 3.0 MILES TO THE JUNCTION
 NN0744'WITH STATE ROUTE NO. 11, TURN LEFT ON STATE ROUTE NO. 11
 NN0744'AND GO SOUTH FOR 4.2 MILES TO A T ROAD AND A SMALL WOODEN
 NN0744'BRIDGE ON THE LEFT, CONTINUE SOUTHWEST ON STATE ROUTE NO. 11
 NN0744'FOR 0.6 OF A MILE TO TWO SMALL SAND KNOLLS ON THE RIGHT AND
 NN0744'THE STATION ON THE SOUTH ONE OF THESE KNOLLS AS DESCRIBED.
 NN0744'
 NN0744'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 NN0744'ON STATE ROUTE NO. 11 FOR 0.7 OF A MILE AND THE AZIMUTH MARK ON
 NN0744'THE RIGHT AS DESCRIBED.
 NN0744'
 NN0744'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0744'
 NN0744'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0744'
 NN0744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0744
 NN0744                          STATION RECOVERY (1978)
 NN0744
 NN0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NN0744'NO MEASUREMENT BETWEEN RMS
 NN0744'
 NN0744'STATION MARK REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED IN
 NN0744'GOOD CONDITION, REFERENCE MARK 1 WAS NOT FOUND, PART OF THE HILL
 NN0744'HAS BEEN HAULED AWAY AND USED AS SAND PIT.  REFERENCE MARK 3 WAS
 NN0744'SET AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE ORIGINAL
 NN0744'AZIMUTH MARK WAS IN THE WAY OF ROAD GRADING AND WAS DESTROYED
 NN0744'AFTER ESTABLISHING A NEW AZIMUTH.
 NN0744'
 NN0744'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF THE VILLAGE OF
 NN0744'AMELIA, ABOUT 1-1/4 MILES NORTHEAST OF SWAN LAKE, ON THE WEST SIDE
 NN0744'OF STATE HIGHWAY 11, ON A SMALL SANDY KNOLL AT THE EDGE OF A SAND
 NN0744'PIT.
 NN0744'
 NN0744'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NN0744'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SWAN LAKE
 NN0744'1949.  IT IS 96 FEET WEST OF CENTER OF STATE HIGHWAY 11, 10 FEET
 NN0744'WEST OF EDGE OF SAND PIT, 54 FEET WEST OF FENCE AND 2 FEET WEST OF
 NN0744'WITNESS POST.
 NN0744'
 NN0744'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NN0744'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SWAN LAKE
 NN0744'NO 2 1949.  IT IS 41 FEET WEST OF CENTER OF STATE HIGHWAY 11, 1.6
 NN0744'FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF FENCE.
 NN0744'
 NN0744'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 IN ROUND CONCRETE
 NN0744'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SWAN LAKE NO 3 1949
 NN0744'1978.  IT IS 156 FEET WEST OF CENTER OF STATE HIGHWAY 11, 69 FEET
 NN0744'WEST OF THE EDGE OF SAND PIT, 30 FEET SOUTH OF EDGE OF DROP OFF
 NN0744'AND 1 FOOT EAST OF WITNESS POST.
 NN0744'
 NN0744'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 NN0744'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SWAN LAKE 1949
 NN0744'1978.  IT IS 52 FEET EAST OF CENTER OF STATE HIGHWAY 11, 20.8 FEET
 NN0744'SOUTHWEST OF CORNER OF CATTLE GUARD, 19 FEET NORTHEAST OF FENCE
 NN0744'CORNER, 22.5 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1.3 FEET
 NN0744'SOUTHEAST OF WITNESS POST.
 NN0744'
 NN0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20, STATE
 NN0744'HIGHWAY 11 AND RAILROAD CROSSING IN THE SOUTHEAST EDGE OF ATKINSON,
 NN0744'GO SOUTH ON STATE HIGHWAY 11 FOR ABOUT 23 MILES TO THE JUNCTION OF
 NN0744'STATE HIGHWAY 95, CONTINUE SOUTH ON STATE HIGHWAY 11 FOR 4.1 MILES
 NN0744'TO SMALL BRIDGE AND SIDE ROAD LEFT, CONTINUE SOUTH FOR 0.55 MILE
 NN0744'TO TOP OF SMALL KNOLL, A SAND PIT AND STATION ON RIGHT.
 NN0744'
 NN0744'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON STATE HIGHWAY
 NN0744'11 FOR 0.7 MILE TO MARK ON LEFT, JUST BEFORE REACHING A T RIGHT
 NN0744'AND SOME BUILDING ON RIGHT.
 NN0744'
 NN0744'THE DIRECTION TO REFERENCE MARK 2 CHECKED WITH 1949 DATA.  THE
 NN0744'DISTANCE WAS NOT CHECKED.
 NN0744'
 NN0744'AIRLINE DISTANCE AND DRIECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 NN0744'OF AMELIA.
 NN0744
 NN0744                          STATION RECOVERY (2020)
 NN0744
 NN0744'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 NN0744'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 95
 NN0744'APPROXIMATELY 4.0 MI (6.4 KM) SOUTHWEST OF AMELIA, NORTHEAST, GO
 NN0744'SOUTHWEST ON HIGHWAY 11 FOR APPROXIMATELY 2.39 MI (3.85 KM) TO THE
 NN0744'MARK ON THE RIGHT.
 NN0744'
 NN0744'IT IS 9.9 FT (3.0 M) NORTHEAST OF A NTFP, 3 FT (0.9 M) SOUTHWEST OF
 NN0744'THE NEAR FACE OF A CONCRETE RIGHT-OF-WAY MARKER AND 0.8 FT (24 CM)
 NN0744'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0745 ***********************************************************************
 NN0745  CBN         -  This is a Cooperative Base Network Control Station.
 NN0745  DESIGNATION -  SWAN LAKE AZ MK 2
 NN0745  PID         -  NN0745
 NN0745  STATE/COUNTY-  NE/HOLT
 NN0745  COUNTRY     -  US
 NN0745  USGS QUAD   -  SWAN LAKE (2017)
 NN0745
 NN0745                         *CURRENT SURVEY CONTROL
 NN0745  ______________________________________________________________________
 NN0745* NAD 83(2011) POSITION- 42 10 11.59033(N) 099 01 13.87825(W)   ADJUSTED
 NN0745* NAD 83(2011) ELLIP HT-   681.337 (meters)        (06/27/12)   ADJUSTED
 NN0745* NAD 83(2011) EPOCH   -  2010.00
 NN0745* NAVD 88 ORTHO HEIGHT -   704.8   (meters)     2312.    (feet) GPS OBS
 NN0745  ______________________________________________________________________
 NN0745  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NN0745  GEOID HEIGHT    -        -23.171 (meters)                     GEOID93
 NN0745  GEOID HEIGHT    -        -23.555 (meters)                     GEOID18
 NN0745  NAD 83(2011) X  -   -742,369.727 (meters)                     COMP
 NN0745  NAD 83(2011) Y  - -4,676,297.076 (meters)                     COMP
 NN0745  NAD 83(2011) Z  -  4,260,065.715 (meters)                     COMP
 NN0745  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 NN0745
 NN0745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0745  Standards:
 NN0745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0745  -------------------------------------------------------------------
 NN0745  NETWORK    0.57   1.59           0.27   0.17   0.81     -0.00813894
 NN0745  -------------------------------------------------------------------
 NN0745  Click here for local accuracies and other accuracy information.
 NN0745
 NN0745.The horizontal coordinates were established by GPS observations
 NN0745.and adjusted by the National Geodetic Survey in June 2012.
 NN0745
 NN0745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0745.been affixed to the stable North American tectonic plate. See 
 NN0745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0745
 NN0745.The horizontal coordinates are valid at the epoch date displayed above
 NN0745.which is a decimal equivalence of Year/Month/Day.
 NN0745
 NN0745.The orthometric height was determined by GPS observations and a
 NN0745.high-resolution geoid model.
 NN0745
 NN0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0745.GEOID18 height accuracy estimate available here.
 NN0745
 NN0745.Click photographs - Photos may exist for this station.
 NN0745
 NN0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0745
 NN0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0745
 NN0745.The ellipsoidal height was determined by GPS observations
 NN0745.and is referenced to NAD 83.
 NN0745
 NN0745. The following values were computed from the NAD 83(2011) position.
 NN0745
 NN0745;                    North         East     Units Scale Factor Converg.
 NN0745;SPC NE       -   259,880.934   580,910.382   MT  0.99972571   +0 38 56.7
 NN0745;SPC NE       -   852,626.03  1,905,870.14   sFT  0.99972571   +0 38 56.7
 NN0745;UTM  14      - 4,668,638.979   498,304.967   MT  0.99960004   -0 00 49.6
 NN0745
 NN0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0745!SPC NE       -   0.99989315  x   0.99972571  =   0.99961889
 NN0745!UTM  14      -   0.99989315  x   0.99960004  =   0.99949323
 NN0745
 NN0745:                Primary Azimuth Mark                     Grid Az
 NN0745:SPC NE       -  SWAN LAKE                                043 08 05.3
 NN0745:UTM  14      -  SWAN LAKE                                043 47 51.6
 NN0745
 NN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9830468638(NAD 83)
 NN0745
 NN0745|---------------------------------------------------------------------|
 NN0745| PID    Reference Object                     Distance      Geod. Az  |
 NN0745|                                                           dddmmss.s |
 NN0745| NN0744 SWAN LAKE                           APPROX. 1.3 KM 0434702.0 |
 NN0745| NN0746 SWAN LAKE AZ MK                      43.171 METERS 26835     |
 NN0745|---------------------------------------------------------------------|
 NN0745
 NN0745                          SUPERSEDED SURVEY CONTROL
 NN0745
 NN0745  NAD 83(2007)-  42 10 11.59028(N)    099 01 13.87898(W) AD(2002.00) 0
 NN0745  ELLIP H (02/10/07)  681.363  (m)                       GP(2002.00)    
 NN0745  ELLIP H (09/24/01)  681.330  (m)                       GP(       ) 4 1
 NN0745  NAD 83(1995)-  42 10 11.59005(N)    099 01 13.87864(W) AD(       ) B
 NN0745  ELLIP H (06/25/96)  681.390  (m)                       GP(       ) 1 1
 NN0745  NAD 83(1986)-  42 10 11.59365(N)    099 01 13.88551(W) AD(       ) 3
 NN0745  NAD 27      -  42 10 11.57868(N)    099 01 12.51223(W) AD(       ) 3
 NN0745
 NN0745.Superseded values are not recommended for survey control.
 NN0745
 NN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0745.See file dsdata.pdf to determine how the superseded data were derived.
 NN0745
 NN0745_MARKER: DZ = AZIMUTH MARK DISK
 NN0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0745_STAMPING: SWAN LAKE 1949 1978
 NN0745_MARK LOGO: NGS
 NN0745_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0745+STABILITY: SURFACE MOTION
 NN0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0745+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1999
 NN0745
 NN0745  HISTORY     - Date     Condition        Report By
 NN0745  HISTORY     - 1978     MONUMENTED       NGS
 NN0745  HISTORY     - 19950608 GOOD             NGS
 NN0745  HISTORY     - 19990809 GOOD             NEDR
 NN0745
 NN0745                          STATION DESCRIPTION
 NN0745
 NN0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0745'THE MARK IS LOCATED ABOUT 25.5 MI (41.0 KM) SOUTH-SOUTHWEST OF
 NN0745'ATKINSON, 14.5 MI (23.3 KM) WEST-SOUTHWEST OF CHAMBERS, 5.5 MI (8.9
 NN0745'KM) NORTH OF THE HOLT-GARFIELD COUNTY LINE, 0.5 MI (0.8 KM) NORTHEAST
 NN0745'OF SWAN LAKE, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 11, AT THE
 NN0745'ENTRANCE TO A RANCH AND NEAR THE WEST 1/4 CORNER, SEC1, T25N, R15W.
 NN0745'TO REACH THE MARK FROM THE POST OFFICE IN CHAMBERS, GO WEST ON STATE
 NN0745'HIGHWAY 95 FOR 12.0 MI (19.3 KM) TO THE JUNCTION WITH STATE HIGHWAY
 NN0745'11.  TURN LEFT AND GO SOUTH ON HIGHWAY 11 FOR 3.25 MI (5.23 KM) TO THE
 NN0745'MARK ON THE LEFT, AT THE NORTH SIDE OF THE OLD TOWN OF SWAN LAKE.  THE
 NN0745'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 NN0745'WITH THE GROUND.  IT IS 50.5 FT (15.4 M) SOUTHEAST OF THE CENTERLINE
 NN0745'OF THE HIGHWAY, 22.5 FT (6.9 M) SOUTHWEST OF THE CENTERLINE OF THE
 NN0745'RANCH ROAD, 20.3 FT (6.2 M) WEST OF THE SOUTHWEST CORNER OF A CATTLE
 NN0745'GUARD, 18.5 FT (5.6 M) EAST OF A GUYED FENCE CORNER POST, 2.4 FT (0.7
 NN0745'M) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST, 1.3 FT (0.4 M) SOUTH
 NN0745'OF A METAL WITNESS POST AND STUB FENCE AND ABOUT LEVEL WITH THE
 NN0745'HIGHWAY.  REBAR WAS DRIVEN ALONG THE SOUTHWEST SIDE OF THE MARK.
 NN0745
 NN0745                          STATION RECOVERY (1999)
 NN0745
 NN0745'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NN0745'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION IT WAS NOTED THE MARK
 NN0745'IS 7.3 MI (11.7 KM) NORTH OF THE HOLT-GARFIELD COUNTY LINE RATHER THAN
 NN0745'5.5 MI (8.9 KM) AS PREVIOUSLY STATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1155 ***********************************************************************
 ML1155  DESIGNATION -  SWANSON
 ML1155  PID         -  ML1155
 ML1155  STATE/COUNTY-  NE/CUSTER
 ML1155  COUNTRY     -  US
 ML1155  USGS QUAD   -  ANSLEY NE (2017)
 ML1155
 ML1155                         *CURRENT SURVEY CONTROL
 ML1155  ______________________________________________________________________
 ML1155* NAD 83(1995) POSITION- 41 28 59.06539(N) 099 21 03.03868(W)   ADJUSTED
 ML1155* NAVD 88 ORTHO HEIGHT -   784.60  (+/-2cm)     2574.1   (feet) VERTCON
 ML1155  ______________________________________________________________________
 ML1155  GEOID HEIGHT    -        -23.181 (meters)                     GEOID18
 ML1155  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 ML1155  HORZ ORDER      -  FIRST
 ML1155  VERT ORDER      -  THIRD ? (See Below)
 ML1155
 ML1155.The horizontal coordinates were established by classical geodetic methods
 ML1155.and adjusted by the National Geodetic Survey in August 1997.
 ML1155
 ML1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1155
 ML1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1155.GEOID18 height accuracy estimate available here.
 ML1155
 ML1155.The vertical order pertains to the NGVD 29 superseded value.
 ML1155
 ML1155.Click photographs - Photos may exist for this station.
 ML1155
 ML1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1155
 ML1155. The following values were computed from the NAD 83(1995) position.
 ML1155
 ML1155;                    North         East     Units Scale Factor Converg.
 ML1155;SPC NE       -   183,366.272   554,197.129   MT  0.99965867   +0 25 48.7
 ML1155;SPC NE       -   601,594.18  1,818,228.41   sFT  0.99965867   +0 25 48.7
 ML1155;UTM  14      - 4,592,444.486   470,709.935   MT  0.99961056   -0 13 56.6
 ML1155
 ML1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1155!SPC NE       -   0.99988058  x   0.99965867  =   0.99953930
 ML1155!UTM  14      -   0.99988058  x   0.99961056  =   0.99949119
 ML1155
 ML1155:                Primary Azimuth Mark                     Grid Az
 ML1155:SPC NE       -  SWANSON RM 2 AZIMUTH                     242 39 14.8
 ML1155:UTM  14      -  SWANSON RM 2 AZIMUTH                     243 19 00.1
 ML1155
 ML1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7070992444(NAD 83)
 ML1155
 ML1155|---------------------------------------------------------------------|
 ML1155| PID    Reference Object                     Distance      Geod. Az  |
 ML1155|                                                           dddmmss.s |
 ML1155| CO2537 SWANSON RM 1                         23.896 METERS 14058     |
 ML1155| CO2538 SWANSON RM 2 AZIMUTH                               2430503.5 |
 ML1155| CO2539 SWANSON RM 3                         16.366 METERS 32054     |
 ML1155|---------------------------------------------------------------------|
 ML1155
 ML1155                          SUPERSEDED SURVEY CONTROL
 ML1155
 ML1155  NAD 83(1986)-  41 28 59.07166(N)    099 21 03.04471(W) AD(       ) 1
 ML1155  NAD 27      -  41 28 59.04300(N)    099 21 01.67800(W) AD(       ) 1
 ML1155  NGVD 29             784.35   (m)         2573.3    (f) LEVELING    3  
 ML1155
 ML1155.Superseded values are not recommended for survey control.
 ML1155
 ML1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1155.See file dsdata.pdf to determine how the superseded data were derived.
 ML1155
 ML1155_MARKER: DS = TRIANGULATION STATION DISK
 ML1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1155_STAMPING: SWANSON 1933
 ML1155_MARK LOGO: CGS
 ML1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1155+STABILITY: SURFACE MOTION
 ML1155
 ML1155  HISTORY     - Date     Condition        Report By
 ML1155  HISTORY     - 1933     MONUMENTED       CGS
 ML1155  HISTORY     - 1934     GOOD             NEGS
 ML1155  HISTORY     - 1973     GOOD             NGS
 ML1155
 ML1155                          STATION DESCRIPTION
 ML1155
 ML1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1155'ABOUT 18 MILES EAST-NORTHEAST OF BROKEN BOW, 6 MILES NORTH BY
 ML1155'EAST OF WESTERFIELD, IN SOUTHEAST QUARTER SEC. 35, T. 18 N.,
 ML1155'R. 18 W., ON LAND OWNED AND OCCUPIED BY C.A. SWANSON.
 ML1155'
 ML1155'REACHED FROM BROKEN BOW VIA STATE HIGHWAY 57 EAST 12.8 MILES,
 ML1155'THENCE NORTH 0.5 MILE, THENCE EAST 1.0 MILE TO JUNCTION WITH
 ML1155'U.S. HIGHWAY 83.  FOLLOW U.S. HIGHWAY 83 NORTH 4.0 MILES AND
 ML1155'TURN EAST ON DIRT ROAD AT COMSTOCK SIGN.  FOLLOW THIS ROAD
 ML1155'EAST 1.0 MILE AND CONTINUE STRAIGHT EAST ON DIRT ROAD 0.5
 ML1155'MILE, TURN LEFT AND FOLLOW ROAD LEADING NORTHEAST AND EAST
 ML1155'AROUND FENCE 0.35 MILE TO STATION.  STATION IS AT TOP OF HILL
 ML1155'ABOUT 6 FEET SOUTHWEST OF WIRE FENCE SOUTHWEST OF UNGRADED
 ML1155'ROAD.  MARK IS 4 INCHES ABOVE GROUND.
 ML1155'
 ML1155'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION
 ML1155'ABOUT 12 FEET SOUTHWEST OF WIRE FENCE.
 ML1155'
 ML1155'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION
 ML1155'IN FENCE LINE.
 ML1155'
 ML1155'REFERENCE MARK NO. 3 IS NORTH-NORTHWEST OF STATION
 ML1155'IN FENCE LINE AT STATION.
 ML1155'
 ML1155'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.14 METERS.
 ML1155
 ML1155                          STATION RECOVERY (1934)
 ML1155
 ML1155'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 ML1155'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION, ORIGINAL
 ML1155'DESCRIPTION IS STILL GOOD.
 ML1155
 ML1155                          STATION RECOVERY (1973)
 ML1155
 ML1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1155'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND REFERENCE MARK
 ML1155'2 (AZIMUTH MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 ML1155'THE DISTANCE AND DIRECTION TO THE MARKS COMPARED FAVORABLY
 ML1155'WITH THE 1933 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 ML1155'
 ML1155'THE STATION IS LOCATED 18 MILES EAST-NORTHEAST OF BROKEN BOW,
 ML1155'7-1/2 MILES SOUTHWEST OF COMSTOCK, AND 6 MILES NORTH-NORTHEAST
 ML1155'OF WESTERVILLE, ON TOP OF A LOW RIDGE, WHICH IS ON PROPERTY
 ML1155'OWNED BY MR. FRANK STEFKA WHO LIVES ABOUT 1/2 MILE WEST OF
 ML1155'COMSTOCK.  TELEPHONE NUMBER 628-2321.
 ML1155'
 ML1155'TO REACH THE STATION FROM THE POST OFFICE IN WESTERVILLE, GO
 ML1155'WEST ON A SURFACED ROAD FOR 0.3 MILE TO THE JUNCTION WITH U.S.
 ML1155'HIGHWAY 183.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 183
 ML1155'FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 70.  CONTINUE
 ML1155'AHEAD NORTH, ON U.S. HIGHWAY 183 FOR 4.8 MILES TO A CROSSROAD.
 ML1155'TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 1.0 MILE TO A
 ML1155'CROSSROAD.  CONTINUE AHEAD EAST, ON A SECTION LINE ROAD FOR
 ML1155'0.6 MILE TO A CROSSROAD AND FENCE LINE.  (REFERENCE MARK 2
 ML1155'(AZIMUTH MARK) IS 60 FEET EAST OF THE NORTH-SOUTH FENCE
 ML1155'LINE.) TURN LEFT AND GO NORTH THEN EAST ON A TRACK ROAD FOR
 ML1155'0.4 MILE TO THE TOP OF THE RIDGE, AND THE STATION ON THE
 ML1155'RIGHT, SOUTH SIDE OF THE ROAD.
 ML1155'
 ML1155'THE STATION MARK IS A STANDARD DISK STAMPED SWANSON 1933, SET
 ML1155'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 ML1155'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 175.0 FEET
 ML1155'SOUTH-SOUTHEAST OF A FENCE CORNER, 19.0 FEET WEST-SOUTHWEST
 ML1155'OF THE CENTER OF THE TRACK ROAD, AND 5.5 FEET WEST-SOUTHWEST
 ML1155'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 ML1155'
 ML1155'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SWANSON R.M. NO
 ML1155'1 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 ML1155'THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 ML1155'IS 78.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED,
 ML1155'28.0 FEET WEST-SOUTHWEST OF THE CENTER OF THE TRACK ROAD, AND
 ML1155'11.5 FEET WEST-SOUTHWEST OF THE FENCE LINE.
 ML1155'
 ML1155'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SWANSON R.M. NO
 ML1155'3 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 ML1155'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 ML1155'IS 125.0 FEET EAST-SOUTHEAST OF A FENCE CORNER, 54.0 FEET
 ML1155'WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 ML1155'16.0 FEET WEST-SOUTHWEST OF THE CENTER OF THE TRACK ROAD, AND
 ML1155'1.0 FOOT WEST-SOUTHWEST OF THE FENCE LINE.
 ML1155'
 ML1155'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SWANSON R.M. NO 2
 ML1155'1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 ML1155'THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS
 ML1155'61.0 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 ML1155'57.0 FEET NORTH OF A EAST-WEST FENCE LINE, AND 55.0 FEET EAST
 ML1155'OF A FENCE CORNER.
 ML1155'
 ML1155'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 ML1155'
 ML1155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 ML1155'NORTH-NORTHEAST OF WESTERVILLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0809 ***********************************************************************
 LG0809  DESIGNATION -  SWANTON MUNICIPAL TANK
 LG0809  PID         -  LG0809
 LG0809  STATE/COUNTY-  NE/SALINE
 LG0809  COUNTRY     -  US
 LG0809  USGS QUAD   -  SWANTON (2017)
 LG0809
 LG0809                         *CURRENT SURVEY CONTROL
 LG0809  ______________________________________________________________________
 LG0809* NAD 83(1995) POSITION- 40 22 56.56919(N) 097 04 41.72058(W)   ADJUSTED
 LG0809  ______________________________________________________________________
 LG0809  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 LG0809  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 LG0809  HORZ ORDER      -  THIRD
 LG0809
 LG0809.The horizontal coordinates were established by classical geodetic methods
 LG0809.and adjusted by the National Geodetic Survey in August 1997.
 LG0809
 LG0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0809.GEOID18 height accuracy estimate available here.
 LG0809
 LG0809.Click photographs - Photos may exist for this station.
 LG0809
 LG0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0809
 LG0809. The following values were computed from the NAD 83(1995) position.
 LG0809
 LG0809;                    North         East     Units Scale Factor Converg.
 LG0809;SPC NE       -    65,152.827   748,017.076   MT  0.99984898   +1 56 10.4
 LG0809;SPC NE       -   213,755.57  2,454,119.36   sFT  0.99984898   +1 56 10.4
 LG0809;UTM  14      - 4,471,971.872   663,125.826   MT  0.99992756   +1 14 43.2
 LG0809
 LG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6312571971(NAD 83)
 LG0809
 LG0809                          SUPERSEDED SURVEY CONTROL
 LG0809
 LG0809  NAD 83(1986)-  40 22 56.57621(N)    097 04 41.71978(W) AD(       ) 3
 LG0809  NAD 27      -  40 22 56.56400(N)    097 04 40.59800(W) AD(       ) 3
 LG0809
 LG0809.Superseded values are not recommended for survey control.
 LG0809
 LG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0809.See file dsdata.pdf to determine how the superseded data were derived.
 LG0809
 LG0809_MARKER: 53 = ELEVATED TANK
 LG0809
 LG0809  HISTORY     - Date     Condition        Report By
 LG0809  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0809  HISTORY     - 20040531 GOOD             USPSQD
 LG0809
 LG0809                          STATION DESCRIPTION
 LG0809
 LG0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0809'THE TANK IS LOCATED IN THE NORTH EDGE OF TOWN.  IT IS A FOUR
 LG0809'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS ABOUT
 LG0809'100 FEET HIGH.  THE LEGS ARE PAINTED BLACK AND THE TANK IS
 LG0809'SILVER WITH THE LETTERS SWANTON PAINTED IN BLACK ON THE SOUTH
 LG0809'SIDE OF THE TANK.  THE POINT OBSERVED UPON WAS THE BALL AND THE
 LG0809'LIGHT AT THE APEX OF THE ROOF.
 LG0809
 LG0809                          STATION RECOVERY (2004)
 LG0809
 LG0809'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0809'STATION FOUND GOOD. THE TANK IS ONE BLOCK NORTH OF 4TH STREET, AND
 LG0809'DIRECTLY NORTH OF THE SWANTON AUDITORIUM AT GAGE STREET EXTENDED.
 LG0809'GAGE STREET DEAD ENDS AT THE SOUTH SIDE OF THE SWANTON AUDITORIUM.
 LG0809'THE LEGS OF THE SUPPORT STRUCTURE OF THE TANK ARE NOW PAINTED SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0371 ***********************************************************************
 MM0371  CBN         -  This is a Cooperative Base Network Control Station.
 MM0371  DESIGNATION -  SWEAL
 MM0371  PID         -  MM0371
 MM0371  STATE/COUNTY-  NE/CUSTER
 MM0371  COUNTRY     -  US
 MM0371  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0371
 MM0371                         *CURRENT SURVEY CONTROL
 MM0371  ______________________________________________________________________
 MM0371* NAD 83(2011) POSITION- 41 05 23.50633(N) 100 10 55.84782(W)   ADJUSTED
 MM0371* NAD 83(2011) ELLIP HT-   866.113 (meters)        (06/27/12)   ADJUSTED
 MM0371* NAD 83(2011) EPOCH   -  2010.00
 MM0371* NAVD 88 ORTHO HEIGHT -   888.7   (meters)     2916.    (feet) GPS OBS
 MM0371  ______________________________________________________________________
 MM0371  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MM0371  GEOID HEIGHT    -        -22.442 (meters)                     GEOID93
 MM0371  GEOID HEIGHT    -        -22.610 (meters)                     GEOID18
 MM0371  NAD 83(2011) X  -   -851,134.404 (meters)                     COMP
 MM0371  NAD 83(2011) Y  - -4,738,862.301 (meters)                     COMP
 MM0371  NAD 83(2011) Z  -  4,170,519.085 (meters)                     COMP
 MM0371  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 MM0371
 MM0371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0371  Standards:
 MM0371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0371  -------------------------------------------------------------------
 MM0371  NETWORK    0.42   1.14           0.20   0.13   0.58     -0.02887241
 MM0371  -------------------------------------------------------------------
 MM0371  Click here for local accuracies and other accuracy information.
 MM0371
 MM0371.The horizontal coordinates were established by GPS observations
 MM0371.and adjusted by the National Geodetic Survey in June 2012.
 MM0371
 MM0371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0371.been affixed to the stable North American tectonic plate. See 
 MM0371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0371
 MM0371.The horizontal coordinates are valid at the epoch date displayed above
 MM0371.which is a decimal equivalence of Year/Month/Day.
 MM0371
 MM0371.The orthometric height was determined by GPS observations and a
 MM0371.high-resolution geoid model.
 MM0371
 MM0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0371.GEOID18 height accuracy estimate available here.
 MM0371
 MM0371.Click photographs - Photos may exist for this station.
 MM0371
 MM0371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0371
 MM0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0371
 MM0371.The ellipsoidal height was determined by GPS observations
 MM0371.and is referenced to NAD 83.
 MM0371
 MM0371. The following values were computed from the NAD 83(2011) position.
 MM0371
 MM0371;                    North         East     Units Scale Factor Converg.
 MM0371;SPC NE       -   139,523.653   484,697.929   MT  0.99968479   -0 07 14.6
 MM0371;SPC NE       -   457,753.85  1,590,213.12   sFT  0.99968479   -0 07 14.6
 MM0371;UTM  14      - 4,549,406.042   400,711.040   MT  0.99972133   -0 46 37.3
 MM0371
 MM0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0371!SPC NE       -   0.99986416  x   0.99968479  =   0.99954899
 MM0371!UTM  14      -   0.99986416  x   0.99972133  =   0.99958553
 MM0371
 MM0371:                Primary Azimuth Mark                     Grid Az
 MM0371:SPC NE       -  SWEAL AZ MK 2                            177 29 22.6
 MM0371:UTM  14      -  SWEAL AZ MK 2                            178 08 45.3
 MM0371
 MM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0071149406(NAD 83)
 MM0371
 MM0371|---------------------------------------------------------------------|
 MM0371| PID    Reference Object                     Distance      Geod. Az  |
 MM0371|                                                           dddmmss.s |
 MM0371| CO2544 SWEAL RM 3                           11.546 METERS 01440     |
 MM0371| CO2542 SWEAL RM 1                           15.776 METERS 16745     |
 MM0371| CO2541 SWEAL AZ MK 2                                      1772208.0 |
 MM0371| CO2540 SWEAL AZ MK                                        1772916.1 |
 MM0371| CO2543 SWEAL RM 2                           33.814 METERS 28617     |
 MM0371|---------------------------------------------------------------------|
 MM0371
 MM0371                          SUPERSEDED SURVEY CONTROL
 MM0371
 MM0371  NAD 83(2007)-  41 05 23.50619(N)    100 10 55.84881(W) AD(2002.00) 0
 MM0371  ELLIP H (02/10/07)  866.138  (m)                       GP(2002.00)    
 MM0371  ELLIP H (09/24/01)  866.116  (m)                       GP(       ) 4 1
 MM0371  NAD 83(1995)-  41 05 23.50586(N)    100 10 55.84828(W) AD(       ) B
 MM0371  ELLIP H (06/25/96)  866.170  (m)                       GP(       ) 1 1
 MM0371  NAD 83(1986)-  41 05 23.51290(N)    100 10 55.85816(W) AD(       ) 3
 MM0371  NAD 27      -  41 05 23.48675(N)    100 10 54.40217(W) AD(       ) 3
 MM0371
 MM0371.Superseded values are not recommended for survey control.
 MM0371
 MM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0371.See file dsdata.pdf to determine how the superseded data were derived.
 MM0371
 MM0371_MARKER: DS = TRIANGULATION STATION DISK
 MM0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0371_STAMPING: SWEAL 1951
 MM0371_MARK LOGO: CGS
 MM0371_PROJECTION: RECESSED 18 CENTIMETERS
 MM0371_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0371+STABILITY: SURFACE MOTION
 MM0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0371+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2020
 MM0371
 MM0371  HISTORY     - Date     Condition        Report By
 MM0371  HISTORY     - 1951     MONUMENTED       CGS
 MM0371  HISTORY     - 1972     GOOD             NGS
 MM0371  HISTORY     - 19950523 GOOD             NGS
 MM0371  HISTORY     - 20100907 GOOD             NEGS
 MM0371  HISTORY     - 20130114 GOOD             INDIV
 MM0371  HISTORY     - 20200211 GOOD             NEGS
 MM0371
 MM0371                          STATION DESCRIPTION
 MM0371
 MM0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0371'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH OF GOTHENBURG
 MM0371'ON THE ROAD RIGHT-OF-WAY, 78 FEET NORTHEAST OF THE CENTER OF A
 MM0371'CURVE IN ROAD AND 10 FEET SOUTHWEST OF A T FENCE CORNER.  IT
 MM0371'IS STAMPED SWEAL 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0371'
 MM0371'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 62 FEET
 MM0371'EAST OF THE CENTER OF ROAD AND 1 FOOT WEST OF A NORTH-SOUTH
 MM0371'FENCE LINE.  IT IS STAMPED SWEAL NO 1 1951 AND PROJECTS 3 INCHES.
 MM0371'
 MM0371'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 44 FEET
 MM0371'NORTH OF THE CENTER OF CURVE IN ROAD AND 5 FEET SOUTH OF AN
 MM0371'EAST-WEST FENCE LINE.  IT IS STAMPED SWEAL NO 2 1951 AND PROJECTS
 MM0371'2 INCHES.
 MM0371'
 MM0371'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 143.04 FEET.
 MM0371'
 MM0371'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET EAST OF
 MM0371'THE CENTER OF ROAD, 12 FEET NORTH OF THE NORTH END OF A WIRE
 MM0371'GATE AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 MM0371'STAMPED SWEAL 1951 AND PROJECTS 4 INCHES.
 MM0371'
 MM0371'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION IN
 MM0371'GOTHENBURG, GO NORTH ON STATE HIGHWAY 47 FOR 8.3 MILES TO A T
 MM0371'INTERSECTION, TURN LEFT AND CONTINUE WEST AND NORTH ON STATE
 MM0371'HIGHWAY 47 FOR 3.2 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 MM0371'CONTINUE NORTH FOR 0.4 TO POINT WHERE HIGHWAY CURVES WEST
 MM0371'AND STATION ON RIGHT AS DESCRIBED.
 MM0371'
 MM0371'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 MM0371
 MM0371                          STATION RECOVERY (1972)
 MM0371
 MM0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MM0371'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 MM0371'CONSTRUCTION WORK ON HIGHWAY 47, THE AZIMUTH MARK AND REFERENCE
 MM0371'MARK 2 HAD TO BE MOVED.  A NEW AZIMUTH MARK AND REFERENCE MARK
 MM0371'3 WERE ESTABLISHED THIS DATE.  THE DISTANCE AND DIRECTION TO
 MM0371'REFERENCE MARK 1 CHECKED THE PREVIOUS DATA.  THE ROUTE TO
 MM0371'REACH THE STATION IS ADEQUATE.  FOLLOWING IS A DESCRIPTION OF
 MM0371'THE NEW MARKS AND ADDITIONAL NOTES FOR THE STATION MARK AND
 MM0371'REFERENCE MARK 1.
 MM0371'
 MM0371'THE STATION MARK IS 41 FEET SOUTH-SOUTHWEST OF A POWER POLE
 MM0371'(CORNER POWER POLE FOR A NORTH-SOUTH AND EAST-WEST POWER LINE)
 MM0371'AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 MM0371'
 MM0371'REFERENCE MARK 1 IS 1.5 FEET NORTH OF A METAL WITNESS POST.
 MM0371'
 MM0371'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SWEAL 1951 NO 3
 MM0371'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MM0371'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30
 MM0371'FEET NORTH OF A T-FENCE POST, 2.8 FEET NORTH-NORTHWEST OF THE
 MM0371'POWER POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 MM0371'ARROW ON THE DISK IS POINTING SEVERAL DEGREES TO THE WEST OF
 MM0371'THE STATION MARK.
 MM0371'
 MM0371'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SWEAL 1951 1972,
 MM0371'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MM0371'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 11 FEET
 MM0371'NORTH OF A NORTH END GATE POST, 2 FEET NORTH OF A POWER POLE,
 MM0371'1 FOOT SOUTH OF A METAL WITNESS POST AND ON THE EAST EDGE OF
 MM0371'STATE HIGHWAY 47 RIGHT-OF-WAY.
 MM0371'
 MM0371'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 MM0371'47 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MM0371'
 MM0371'NOTE--THE LINE BETWEEN THE REFERENCE MARKS WAS OBSTRUCTED THIS
 MM0371'DATE BY FENCE LINE AND HIGH BRUSH.
 MM0371'
 MM0371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/2 MILES
 MM0371'NORTH OF GOTHENBURG.
 MM0371
 MM0371                          STATION RECOVERY (1995)
 MM0371
 MM0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0371'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH OF GOTHENBURG, 3.0
 MM0371'MI (4.8 KM) EAST OF THE CUSTER-LINCOLN COUNTY LINE, 3.0 MI (4.8 KM)
 MM0371'NORTH OF THE CUSTER-DAWSON COUNTY LINE, AT AN OFFSET IN THE EAST
 MM0371'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 97, OPPOSITE A WELL-DEFINED TRACK
 MM0371'ROAD LEADING WEST, ON HIGHWAY RIGHT-OF-WAY AND AT THE NORTHWEST CORNER
 MM0371'OF SEC22, T13N, R25W.  TO REACH THE MARK FROM THE POST OFFICE IN
 MM0371'GOTHENBURG, AT LAKE AVENUE AND 11TH STREET, GO NORTH ON LAKE AVENUE
 MM0371'AND STATE HIGHWAY 97 FOR 8.3 MI (13.4 KM) TO THE CUSTER COUNTY LINE.
 MM0371'CONTINUE NORTH ON THE HIGHWAY FOR 3.2 MI (5.1 KM) TO THE MARK ON THE
 MM0371'RIGHT, AT THE SOUTH END OF A CURVE TO THE LEFT.  THE DISK IS SET INTO
 MM0371'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 0.6 FT (18.3
 MM0371'CM) BELOW THE GROUND SURFACE.  IT IS 76.0 FT (23.2 M) EAST OF THE
 MM0371'CENTERLINE OF THE HIGHWAY, 40.0 FT (12.2 M) SOUTH OF A DOUBLE GUYED
 MM0371'CORNER UTILITY POLE, 18.3 FT (5.6 M) EAST-SOUTHEAST OF THE WEST FENCE
 MM0371'CORNER POST OF THE FENCE OFFSET, 6.7 FT (2.0 M) SOUTH OF A FENCE, 9.2
 MM0371'FT (2.8 M) WEST OF A FENCE, 2.3 FT (0.7 M) SOUTHEAST OF A FIBERGLASS
 MM0371'WITNESS POST, 1.5 FT (0.5 M) NORTH OF A METAL WITNESS POST AN IT IS
 MM0371'ABOUT 4.0 FT (1.2 M) LOWER THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG
 MM0371'THE WEST SIDE OF THE MARK.
 MM0371
 MM0371                          STATION RECOVERY (2010)
 MM0371
 MM0371'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0371'RECOVERED IN GOOD CONDITION.
 MM0371
 MM0371                          STATION RECOVERY (2013)
 MM0371
 MM0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MM0371'RECOVERED AS DESCRIBED.
 MM0371
 MM0371                          STATION RECOVERY (2020)
 MM0371
 MM0371'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 MM0371'TO REACH THE MARK FROM THE POST OFFICE IN GOTHENBURG, AT LAKE AVENUE
 MM0371'AND 11TH STREET, GO NORTH ON LAKE AVENUE AND STATE HIGHWAY 47 FOR 8.3
 MM0371'MI (13.4 KM) TO THE CUSTER COUNTY LINE.  CONTINUE NORTH ON THE HIGHWAY
 MM0371'FOR 3.2 MI (5.1 KM) O THE MARK ON THE RIGHT, AT THE SOUTH END OF A
 MM0371'CURVE TO THE LEFT.
 MM0371'
 MM0371'THE MARK IS 76.0 FT (23.2 M) EAST OF THE CENTERLINE OF THE HIGHWAY,
 MM0371'40.0 FT (12.2 M) SOUTH OF A DOUBLE-GUYED CORNER UTILITY POLE, 18.3 FT
 MM0371'(5.6 M) EAST-SOUTHEAST OF THE WEST FENCE CORNER POST OF THE FENCE
 MM0371'OFFSET, 6.7 FT (2.0 M) SOUTH OF A FENCE, 9.2 FT (2.8 M) WEST OF A
 MM0371'FENCE, 2.3 FT (0.7 M) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 1.5
 MM0371'FT (0.5 M) NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0358 ***********************************************************************
 MM0358  DESIGNATION -  SWEENEY
 MM0358  PID         -  MM0358
 MM0358  STATE/COUNTY-  NE/BLAINE
 MM0358  COUNTRY     -  US
 MM0358  USGS QUAD   -  DUNNING SW (2017)
 MM0358
 MM0358                         *CURRENT SURVEY CONTROL
 MM0358  ______________________________________________________________________
 MM0358* NAD 83(1995) POSITION- 41 45 59.33217(N) 100 14 30.31424(W)   ADJUSTED
 MM0358* NAVD 88 ORTHO HEIGHT -   876.    (meters)     2874.    (feet) SCALED
 MM0358  ______________________________________________________________________
 MM0358  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 MM0358  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 MM0358  HORZ ORDER      -  SECOND
 MM0358
 MM0358.The horizontal coordinates were established by classical geodetic methods
 MM0358.and adjusted by the National Geodetic Survey in August 1997.
 MM0358
 MM0358.The orthometric height was scaled from a topographic map.
 MM0358
 MM0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0358.GEOID18 height accuracy estimate available here.
 MM0358
 MM0358.Click photographs - Photos may exist for this station.
 MM0358
 MM0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0358
 MM0358. The following values were computed from the NAD 83(1995) position.
 MM0358
 MM0358;                    North         East     Units Scale Factor Converg.
 MM0358;SPC NE       -   214,657.187   479,904.119   MT  0.99966891   -0 09 36.8
 MM0358;SPC NE       -   704,254.45  1,574,485.43   sFT  0.99966891   -0 09 36.8
 MM0358;UTM  14      - 4,624,594.499   396,784.830   MT  0.99973109   -0 49 37.9
 MM0358
 MM0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0358!SPC NE       -   0.99986604  x   0.99966891  =   0.99953500
 MM0358!UTM  14      -   0.99986604  x   0.99973109  =   0.99959717
 MM0358
 MM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9678424594(NAD 83)
 MM0358
 MM0358                          SUPERSEDED SURVEY CONTROL
 MM0358
 MM0358  NAD 83(1986)-  41 45 59.33901(N)    100 14 30.32108(W) AD(       ) 2
 MM0358  NAD 27      -  41 45 59.34547(N)    100 14 28.82435(W) AD(       ) 2
 MM0358
 MM0358.Superseded values are not recommended for survey control.
 MM0358
 MM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0358.See file dsdata.pdf to determine how the superseded data were derived.
 MM0358
 MM0358_MARKER: DB = BENCH MARK DISK
 MM0358_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0358_STAMPING: SWEENEY 1946
 MM0358_MARK LOGO: USGS
 MM0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0358
 MM0358  HISTORY     - Date     Condition        Report By
 MM0358  HISTORY     - 1946     MONUMENTED       USGS
 MM0358  HISTORY     - 1973     GOOD             NGS
 MM0358
 MM0358                          STATION DESCRIPTION
 MM0358
 MM0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MM0358'TO REACH STATION DISMAL FROM THE POST OFFICE IN DUNNING GO WEST ON
 MM0358'MAIN STREET FOR 0.05 MILE TO THE FIRST CROSS STREET.  TURN LEFT AND GO
 MM0358'SOUTH AND WEST ON THE GRAVELED ROAD FOR 2.9 MILES TO A FORK.  TAKE THE
 MM0358'LEFT FORK AND CONTINUE SOUTH AND WEST ON THE MAIN TRAVELED ROAD FOR
 MM0358'4.8 MILES TO A SIDE ROAD RIGHT AND SIGN ANNA AND LAWNY MC LAUGHLIN.
 MM0358'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.8 MILE TO A CATTLE GUARD.
 MM0358'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A DIM TRACK ROAD
 MM0358'RIGHT AND A WINDMILL ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DIM
 MM0358'TRACK ROAD FOR 0.25 MILE TO A WINDMILL AND A GATE.  PASS THROUGH THE
 MM0358'GATE AND GO NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.4 MILE TO
 MM0358'REFERENCE MARK 1 ON THE RIGHT, SET IN THE FENCE LINE.  HERE TURN LEFT
 MM0358'AND GO ACROSS COUNTRY FOR 0.4 MILE TO THE HIGHEST POINT IN THE
 MM0358'VICINITY AND THE STATION.  A FOUR-WHEEL-DRIVE IS NEEDED THE LAST 0.4
 MM0358'MILE.
 MM0358'
 MM0358'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED SWEENEY
 MM0358'1946, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST THAT
 MM0358'PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE APPARENT
 MM0358'HIGHEST POINT OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0640 ***********************************************************************
 NP0640  DESIGNATION -  SWIRL
 NP0640  PID         -  NP0640
 NP0640  STATE/COUNTY-  NE/BOX BUTTE
 NP0640  COUNTRY     -  US
 NP0640  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0640
 NP0640                         *CURRENT SURVEY CONTROL
 NP0640  ______________________________________________________________________
 NP0640* NAD 83(1995) POSITION- 42 07 29.98692(N) 102 44 59.97855(W)   ADJUSTED
 NP0640* NAVD 88 ORTHO HEIGHT -  1258.    (meters)     4127.    (feet) SCALED
 NP0640  ______________________________________________________________________
 NP0640  GEOID HEIGHT    -        -18.648 (meters)                     GEOID18
 NP0640  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 NP0640  HORZ ORDER      -  FIRST
 NP0640
 NP0640.The horizontal coordinates were established by classical geodetic methods
 NP0640.and adjusted by the National Geodetic Survey in August 1997.
 NP0640
 NP0640.The orthometric height was scaled from a topographic map.
 NP0640
 NP0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0640.GEOID18 height accuracy estimate available here.
 NP0640
 NP0640.Click photographs - Photos may exist for this station.
 NP0640
 NP0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0640
 NP0640. The following values were computed from the NAD 83(1995) position.
 NP0640
 NP0640;                    North         East     Units Scale Factor Converg.
 NP0640;SPC NE       -   258,052.839   272,710.031   MT  0.99971693   -1 49 20.7
 NP0640;SPC NE       -   846,628.36    894,716.16   sFT  0.99971693   -1 49 20.7
 NP0640;UTM  13      - 4,666,104.635   685,979.898   MT  1.00002561   +1 30 34.6
 NP0640
 NP0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0640!SPC NE       -   0.99980573  x   0.99971693  =   0.99952271
 NP0640!UTM  13      -   0.99980573  x   1.00002561  =   0.99983133
 NP0640
 NP0640:                Primary Azimuth Mark                     Grid Az
 NP0640:SPC NE       -  SWIRL AZ MK                              200 01 55.8
 NP0640:UTM  13      -  SWIRL AZ MK                              196 42 00.5
 NP0640
 NP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8597966104(NAD 83)
 NP0640
 NP0640|---------------------------------------------------------------------|
 NP0640| PID    Reference Object                     Distance      Geod. Az  |
 NP0640|                                                           dddmmss.s |
 NP0640| CQ4182 SWIRL RM 1                           13.925 METERS 15651     |
 NP0640| CQ4181 SWIRL AZ MK                                        1981235.1 |
 NP0640| CQ4183 SWIRL RM 2                                         23948     |
 NP0640|---------------------------------------------------------------------|
 NP0640
 NP0640                          SUPERSEDED SURVEY CONTROL
 NP0640
 NP0640  NAD 83(1993)-  42 07 29.98618(N)    102 44 59.97851(W) AD(       ) 1
 NP0640  NAD 83(1986)-  42 07 29.98370(N)    102 44 59.97721(W) AD(       ) 1
 NP0640  NAD 27      -  42 07 30.09200(N)    102 44 58.25400(W) AD(       ) 1
 NP0640
 NP0640.Superseded values are not recommended for survey control.
 NP0640
 NP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0640.See file dsdata.pdf to determine how the superseded data were derived.
 NP0640
 NP0640_MARKER: DB = BENCH MARK DISK
 NP0640_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0640_STAMPING: SWIRL 1946
 NP0640_MARK LOGO: USGS
 NP0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0640
 NP0640  HISTORY     - Date     Condition        Report By
 NP0640  HISTORY     - 1946     MONUMENTED       USGS
 NP0640  HISTORY     - 1963     SEE DESCRIPTION  LOCENG
 NP0640
 NP0640                          STATION DESCRIPTION
 NP0640
 NP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0640'LOCATED 6-1/2 MILES EAST-NORTHEAST OF ALLIANCE, 6 MILES EAST
 NP0640'OF STATE HIGHWAY NO. 19 AND 2-1/2 MILES NORTH OF STATE HIGHWAY
 NP0640'NO. 2 ON THE HIGHEST POINT OF A SAND DUNE, 7 FEET NORTHEAST
 NP0640'OF THE EDGE OF A SAND PIT THAT IS ABOUT 30 FEET DEEP.  IT IS
 NP0640'A STANDARD USGS BM DISK STAMPED SWIRL 1946 SET IN A 4-INCH
 NP0640'BY 4-INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 NP0640'
 NP0640'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0640'IT IS STAMPED SWIRL USGS NO 1 1946 AND PROJECTS 4 INCHES.
 NP0640'
 NP0640'REFERENCE MARK NO. 2 IS ABOUT 8 FEET LOWER THAN THE STATION AND
 NP0640'ON THE SOUTHWEST RIM OF THE SAND PIT.  IT IS STAMPED SWIRL USGS
 NP0640'NO 2 1946 AND PROJECTS 2 INCHES.
 NP0640'
 NP0640'THE AZIMUTH MARK IS 0.6 MILE EAST OF THE END OF A GRADED DIRT
 NP0640'ROAD, 30 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 1
 NP0640'FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED SWIRL USGS 1946
 NP0640'AND PROJECTS 6 INCHES.
 NP0640'
 NP0640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 NP0640'AND 19 AT THE EAST EDGE OF ALLIANCE, GO NORTH ON NO. 19 FOR
 NP0640'0.55 MILE TO A CROSSROAD.  THEN EAST FOR 4.7 MILES TO THE END OF
 NP0640'THE ROAD AT A CATTLE GUARD AND A TRACK ROAD FORK.  TAKE LEFT FORK,
 NP0640'THROUGH CATTLE GUARD, FOR 0.4 MILE TO A FORK.  THEN LEFT FORK
 NP0640'MILE TO A CATTLE GUARD.  THEN THROUGH CATTLE GUARD FOR 0.2 MILE
 NP0640'TO A WIRE FENCE AT ANOTHER CATTLE GUARD.  TURN LEFT ALONG THE
 NP0640'WEST SIDE OF THE FENCE (NORTH) FOR 0.6 MILE TO A FENCE CORNER,
 NP0640'THEN BEAR LEFT, NORTHWEST, 0.3 MILE TO THE NORTH SIDE OF THE
 NP0640'SAND HILL.  TURN SOUTH AND PICK WAY TO THE TOP OF THE HILL
 NP0640'AND THE STATION, A DISTANCE OF 0.4 MILE.
 NP0640
 NP0640                          STATION RECOVERY (1963)
 NP0640
 NP0640'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (HWP)
 NP0640'RECOVERED BY THE NW BELL TELE.
 NP0640'
 NP0640'STATION AND R.M. 1 WERE BLOWN OUT AND SLIDING DOWN INTO A
 NP0640'SAND PIT.  R.M. 2 MAY BE BLOWN OUT SOON AS IT IS NEAR THE
 NP0640'EDGE OF THE BLOWN-OUT PIT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0391 ***********************************************************************
 LH0391  DESIGNATION -  T
 LH0391  PID         -  LH0391
 LH0391  STATE/COUNTY-  NE/HALL
 LH0391  COUNTRY     -  US
 LH0391  USGS QUAD   -  WOOD RIVER (2017)
 LH0391
 LH0391                         *CURRENT SURVEY CONTROL
 LH0391  ______________________________________________________________________
 LH0391* NAD 83(1986) POSITION- 40 49 14.     (N) 098 36 03.     (W)   SCALED
 LH0391* NAVD 88 ORTHO HEIGHT -   599.239 (meters)     1966.00  (feet) ADJUSTED
 LH0391  ______________________________________________________________________
 LH0391  GEOID HEIGHT    -        -24.811 (meters)                     GEOID18
 LH0391  DYNAMIC HEIGHT  -        598.914 (meters)     1964.94  (feet) COMP
 LH0391  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 LH0391
 LH0391  VERT ORDER      -  FIRST     CLASS II
 LH0391
 LH0391.The horizontal coordinates were scaled from a map and have
 LH0391.an estimated accuracy of +/- 6 seconds.
 LH0391
 LH0391.The orthometric height was determined by differential leveling and
 LH0391.adjusted by the NATIONAL GEODETIC SURVEY
 LH0391.in June 1991.
 LH0391
 LH0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0391.GEOID18 height accuracy estimate available here.
 LH0391
 LH0391.Click photographs - Photos may exist for this station.
 LH0391
 LH0391.The dynamic height is computed by dividing the NAVD 88
 LH0391.geopotential number by the normal gravity value computed on the
 LH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0391.degrees latitude (g = 980.6199 gals.).
 LH0391
 LH0391.The modeled gravity was interpolated from observed gravity values.
 LH0391
 LH0391;                    North         East    Units  Estimated Accuracy
 LH0391;SPC NE       -   110,560.      618,000.      MT  (+/- 180 meters Scaled)
 LH0391
 LH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL336189(NAD 83)
 LH0391
 LH0391                          SUPERSEDED SURVEY CONTROL
 LH0391
 LH0391  NGVD 29 (??/??/92)  598.987  (m)         1965.18   (f) ADJ UNCH    1 2
 LH0391
 LH0391.Superseded values are not recommended for survey control.
 LH0391
 LH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0391.See file dsdata.pdf to determine how the superseded data were derived.
 LH0391
 LH0391_MARKER: Q = CHISELED SQUARE
 LH0391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH0391_SP_SET: STEP
 LH0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0391
 LH0391  HISTORY     - Date     Condition        Report By
 LH0391  HISTORY     - 1899     MONUMENTED       CGS
 LH0391  HISTORY     - 1933     GOOD             CGS
 LH0391  HISTORY     - 1945     GOOD             CGS
 LH0391  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0391
 LH0391                          STATION DESCRIPTION
 LH0391
 LH0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0391'AT WOOD RIVER.
 LH0391'AT WOOD RIVER, HALL COUNTY, NORTH OF U.S. HIGHWAY 30, AT THE
 LH0391'FIRST DOOR EAST OF THE FIRST NATIONAL BANK, AT THE A.C. MURPHY
 LH0391'ESTATE TWO-STORY BRICK BUILDING, AT THE SOUTH ENTRANCE TO BRETTS
 LH0391'BILLIARD PARLOR, ON THE TOP OF THE SANDSTONE DOORSTEP, 0.4 FOOT
 LH0391'FROM THE WEST EDGE, AND 0.3 FOOT FROM THE SOUTH EDGE.  THE
 LH0391'BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM.
 LH0391
 LH0391                          STATION RECOVERY (1945)
 LH0391
 LH0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LH0391'RECOVERED IN GOOD CONDITION.
 LH0391
 LH0391                          STATION RECOVERY (1991)
 LH0391
 LH0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0391'THE STEP HAS BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1186 ***********************************************************************
 NM1186  DESIGNATION -  T 1
 NM1186  PID         -  NM1186
 NM1186  STATE/COUNTY-  NE/WAYNE
 NM1186  COUNTRY     -  US
 NM1186  USGS QUAD   -  WINSIDE (2017)
 NM1186
 NM1186                         *CURRENT SURVEY CONTROL
 NM1186  ______________________________________________________________________
 NM1186* NAD 83(1986) POSITION- 42 10 32.     (N) 097 10 37.     (W)   SCALED
 NM1186* NAVD 88 ORTHO HEIGHT -   476.631 (meters)     1563.75  (feet) ADJUSTED
 NM1186  ______________________________________________________________________
 NM1186  GEOID HEIGHT    -        -24.824 (meters)                     GEOID18
 NM1186  DYNAMIC HEIGHT  -        476.455 (meters)     1563.17  (feet) COMP
 NM1186  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 NM1186
 NM1186  VERT ORDER      -  FIRST     CLASS II
 NM1186
 NM1186.The horizontal coordinates were scaled from a map and have
 NM1186.an estimated accuracy of +/- 6 seconds.
 NM1186
 NM1186.The orthometric height was determined by differential leveling and
 NM1186.adjusted by the NATIONAL GEODETIC SURVEY
 NM1186.in June 1991.
 NM1186
 NM1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1186.GEOID18 height accuracy estimate available here.
 NM1186
 NM1186.Click photographs - Photos may exist for this station.
 NM1186
 NM1186.The dynamic height is computed by dividing the NAVD 88
 NM1186.geopotential number by the normal gravity value computed on the
 NM1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1186.degrees latitude (g = 980.6199 gals.).
 NM1186
 NM1186.The modeled gravity was interpolated from observed gravity values.
 NM1186
 NM1186;                    North         East    Units  Estimated Accuracy
 NM1186;SPC NE       -   263,860.      733,140.      MT  (+/- 180 meters Scaled)
 NM1186
 NM1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM505708(NAD 83)
 NM1186
 NM1186                          SUPERSEDED SURVEY CONTROL
 NM1186
 NM1186  NGVD 29 (??/??/92)  476.439  (m)         1563.12   (f) ADJ UNCH    1 2
 NM1186
 NM1186.Superseded values are not recommended for survey control.
 NM1186
 NM1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1186.See file dsdata.pdf to determine how the superseded data were derived.
 NM1186
 NM1186_MARKER: Q = CHISELED SQUARE
 NM1186_SP_SET: STONE MONUMENT
 NM1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1186+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 NM1186
 NM1186  HISTORY     - Date     Condition        Report By
 NM1186  HISTORY     - 1900     MONUMENTED       CGS
 NM1186  HISTORY     - 1947     GOOD             CGS
 NM1186  HISTORY     - 20090525 GOOD             INDIV
 NM1186  HISTORY     - 20210714 GOOD             NGS
 NM1186
 NM1186                          STATION DESCRIPTION
 NM1186
 NM1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1186'AT WINSIDE.
 NM1186'AT WINSIDE, AT THE EAST END OF A PARK AREA BETWEEN THE CHICAGO,
 NM1186'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY TRACKS AND THE MAIN
 NM1186'(EAST-WEST) STREET OF THE TOWN, 94.5 FEET NORTH OF THE NORTH RAIL
 NM1186'OF THE MAIN TRACK, 62.0 FEET SOUTH OF THE SOUTH CONCRETE CURB OF
 NM1186'THE MAIN (EAST-WEST) STREET, 22.2 FEET WEST OF THE WEST CONCRETE
 NM1186'CURB OF A NORTH-SOUTH STREET, 14.5 FEET EAST OF THE NORTHEAST LEG
 NM1186'OF A FOUR LEGGED STEEL PIPE STRUCTURE FOR PARK SWINGS, 1.8 FOOT
 NM1186'SOUTHWEST OF A 1-FOOT ASH TREE, THE BOTTOM OF A SQUARE HOLE CUT
 NM1186'IN THE TOP OF A STONE POST, 0.3 FOOT BELOW THE SURFACE OF THE
 NM1186'GROUND.
 NM1186
 NM1186                          STATION RECOVERY (2009)
 NM1186
 NM1186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 NM1186'MONUMENT FOUND AS DESCRIBED IN THE 1947 RECOVERY WITH THE FOLLOWING
 NM1186'UPDATED REFERENCE TIES.
 NM1186'
 NM1186'LOCATED IN THE EASTERN PORTION OF THE TOWN PARK, 61.1 FEET SOUTH OF
 NM1186'SOUTH CURB STORM INLET ALONG THE SOUTH SIDE OF MAIN STREET, 22.0 FEET
 NM1186'WEST OF THE WEST CURB OF A NORTH-SOUTH STREET, 14.3 FEET EAST OF THE
 NM1186'NORTHEAST PIPE LEG FOR SWINGSET,
 NM1186'
 NM1186'46.0 FEET NORTHWEST OF A POWER POLE, 8.5 FEET NORTHEAST FROM END OF
 NM1186'SLIDE, 17.1 FEET SOUTHWEST FROM FACE OF 32-INCH ASH TREE, 30.2 FEET
 NM1186'NORTHEAST FROM FACE OF 31-INCH MAPLE TREE, 0.9 FOOT SOUTHWEST FROM
 NM1186'FACE OF 34-INCH ASH TREE. RAILROAD TRACKS NO LONGER EXIST.
 NM1186'
 NM1186'MONUMENT FOUND TO BE 0.5 FOOT BELOW SURFACE.  THE CLOSE PROXIMITY TO
 NM1186'THE TREE DOES NOT APPEAR TO HAVE COMPROSIMED ITS POSITION.  PLACED AN
 NM1186'IRON BRIDGE SPIKE ON NORTH SIDE OF BENCH MARK.
 NM1186
 NM1186                          STATION RECOVERY (2021)
 NM1186
 NM1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DAZ)
 NM1186'RECOVERED IN GOOD CONDITION BY LOCAL RESIDENT.  LOCATED IN CITY PARK.
 NM1186'LOOKS LIKE A CEMENT POST WITH IRON MARKER IN THE MIDDLE.  ABOUT 6
 NM1186'INCHES (15 CM) UNDER THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0132 ***********************************************************************
 NP0132  DESIGNATION -  T 10
 NP0132  PID         -  NP0132
 NP0132  STATE/COUNTY-  NE/BOX BUTTE
 NP0132  COUNTRY     -  US
 NP0132  USGS QUAD   -  ALLIANCE EAST (2017)
 NP0132
 NP0132                         *CURRENT SURVEY CONTROL
 NP0132  ______________________________________________________________________
 NP0132* NAD 83(1986) POSITION- 42 05 41.     (N) 102 52 10.     (W)   SCALED
 NP0132* NAVD 88 ORTHO HEIGHT -  1209.614 (meters)     3968.54  (feet) ADJUSTED
 NP0132  ______________________________________________________________________
 NP0132  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 NP0132  DYNAMIC HEIGHT  -       1208.908 (meters)     3966.23  (feet) COMP
 NP0132  MODELED GRAVITY -    979,997.0   (mgal)                       NAVD 88
 NP0132
 NP0132  VERT ORDER      -  FIRST     CLASS II
 NP0132
 NP0132.The horizontal coordinates were scaled from a map and have
 NP0132.an estimated accuracy of +/- 6 seconds.
 NP0132
 NP0132.The orthometric height was determined by differential leveling and
 NP0132.adjusted by the NATIONAL GEODETIC SURVEY
 NP0132.in June 1991.
 NP0132
 NP0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0132.GEOID18 height accuracy estimate available here.
 NP0132
 NP0132.Click photographs - Photos may exist for this station.
 NP0132
 NP0132.The dynamic height is computed by dividing the NAVD 88
 NP0132.geopotential number by the normal gravity value computed on the
 NP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0132.degrees latitude (g = 980.6199 gals.).
 NP0132
 NP0132.The modeled gravity was interpolated from observed gravity values.
 NP0132
 NP0132;                    North         East    Units  Estimated Accuracy
 NP0132;SPC NE       -   255,010.      262,730.      MT  (+/- 180 meters Scaled)
 NP0132
 NP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG761624(NAD 83)
 NP0132
 NP0132                          SUPERSEDED SURVEY CONTROL
 NP0132
 NP0132  NGVD 29 (??/??/92) 1209.028  (m)         3966.62   (f) ADJ UNCH    1 2
 NP0132
 NP0132.Superseded values are not recommended for survey control.
 NP0132
 NP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0132.See file dsdata.pdf to determine how the superseded data were derived.
 NP0132
 NP0132_MARKER: DB = BENCH MARK DISK
 NP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0132_STAMPING: T 10 1933 3966.344
 NP0132_MARK LOGO: CGS
 NP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0132+STABILITY: SURFACE MOTION
 NP0132
 NP0132  HISTORY     - Date     Condition        Report By
 NP0132  HISTORY     - 1933     MONUMENTED       CGS
 NP0132  HISTORY     - 1956     GOOD             CGS
 NP0132  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0132
 NP0132                          STATION DESCRIPTION
 NP0132
 NP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0132'AT ALLIANCE.
 NP0132'AT ALLIANCE, 262 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NP0132'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 76 FEET NORTH
 NP0132'OF THE NORTH RAIL OF THE MAIN TRACK, 21 FEET NORTH OF THE NORTH
 NP0132'RAIL OF A SIDE TRACK, AT THE SOUTHEAST CORNER OF A SMALL PARK,
 NP0132'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NP0132'THE GROUND, IN SECTION 36, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0132
 NP0132                          STATION RECOVERY (1985)
 NP0132
 NP0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0132'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0295 ***********************************************************************
 NP0295  DESIGNATION -  T 11
 NP0295  PID         -  NP0295
 NP0295  STATE/COUNTY-  NE/DAWES
 NP0295  COUNTRY     -  US
 NP0295  USGS QUAD   -  BELMONT (2017)
 NP0295
 NP0295                         *CURRENT SURVEY CONTROL
 NP0295  ______________________________________________________________________
 NP0295* NAD 83(1986) POSITION- 42 34 38.     (N) 103 21 24.     (W)   SCALED
 NP0295* NAVD 88 ORTHO HEIGHT -  1334.460 (meters)     4378.14  (feet) POSTED
 NP0295  ______________________________________________________________________
 NP0295  GEOID HEIGHT    -        -17.757 (meters)                     GEOID18
 NP0295  DYNAMIC HEIGHT  -       1333.68  (meters)     4375.6   (feet) COMP
 NP0295  MODELED GRAVITY -    979,989.4   (mgal)                       NAVD 88
 NP0295
 NP0295  VERT ORDER      -  * POSTED, SEE BELOW
 NP0295
 NP0295.The horizontal coordinates were scaled from a map and have
 NP0295.an estimated accuracy of +/- 6 seconds.
 NP0295
 NP0295.The orthometric height was determined by differential leveling
 NP0295.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0295
 NP0295.* This is a POSTED BENCH MARK height.
 NP0295
 NP0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0295.GEOID18 height accuracy estimate available here.
 NP0295
 NP0295.Click photographs - Photos may exist for this station.
 NP0295
 NP0295.The dynamic height is computed by dividing the NAVD 88
 NP0295.geopotential number by the normal gravity value computed on the
 NP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0295.degrees latitude (g = 980.6199 gals.).
 NP0295
 NP0295.The modeled gravity was interpolated from observed gravity values.
 NP0295
 NP0295;                    North         East    Units  Estimated Accuracy
 NP0295;SPC NE       -   310,010.      224,540.      MT  (+/- 180 meters Scaled)
 NP0295
 NP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH348151(NAD 83)
 NP0295
 NP0295                          SUPERSEDED SURVEY CONTROL
 NP0295
 NP0295  NGVD 29 (??/??/92) 1333.800  (m)         4375.98   (f) ADJ UNCH    1 2
 NP0295
 NP0295.Superseded values are not recommended for survey control.
 NP0295
 NP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0295.See file dsdata.pdf to determine how the superseded data were derived.
 NP0295
 NP0295_MARKER: DB = BENCH MARK DISK
 NP0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0295_STAMPING: T 11 1933 4375.493
 NP0295_MARK LOGO: CGS
 NP0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0295+STABILITY: SURFACE MOTION
 NP0295
 NP0295  HISTORY     - Date     Condition        Report By
 NP0295  HISTORY     - 1933     MONUMENTED       CGS
 NP0295  HISTORY     - 1956     GOOD             CGS
 NP0295  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0295  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0295
 NP0295                          STATION DESCRIPTION
 NP0295
 NP0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0295'10.5 MI S FROM CRAWFORD.
 NP0295'10.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0295'FROM THE STATION AT CRAWFORD, MIDWAY BETWEEN TWO CUTS, 30 FEET
 NP0295'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 18 FEET WEST OF THE
 NP0295'WEST RAIL, 21.7 FEET NORTHEAST OF THE CENTER OF A STEEL GATE, 17
 NP0295'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 NP0295'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 NP0295'IN SECTION 18, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0295
 NP0295                          STATION RECOVERY (1976)
 NP0295
 NP0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0295'MARK NOT FOUND.
 NP0295
 NP0295                          STATION RECOVERY (1985)
 NP0295
 NP0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0295'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0296 ***********************************************************************
 ML0296  DESIGNATION -  T 116
 ML0296  PID         -  ML0296
 ML0296  STATE/COUNTY-  NE/SHERMAN
 ML0296  COUNTRY     -  US
 ML0296  USGS QUAD   -  LOUP CITY (2017)
 ML0296
 ML0296                         *CURRENT SURVEY CONTROL
 ML0296  ______________________________________________________________________
 ML0296* NAD 83(1986) POSITION- 41 16 24.     (N) 098 58 22.     (W)   SCALED
 ML0296* NAVD 88 ORTHO HEIGHT -   629.689 (meters)     2065.90  (feet) ADJUSTED
 ML0296  ______________________________________________________________________
 ML0296  GEOID HEIGHT    -        -23.940 (meters)                     GEOID18
 ML0296  DYNAMIC HEIGHT  -        629.368 (meters)     2064.85  (feet) COMP
 ML0296  MODELED GRAVITY -    980,092.1   (mgal)                       NAVD 88
 ML0296
 ML0296  VERT ORDER      -  FIRST     CLASS II
 ML0296
 ML0296.The horizontal coordinates were scaled from a map and have
 ML0296.an estimated accuracy of +/- 6 seconds.
 ML0296
 ML0296.The orthometric height was determined by differential leveling and
 ML0296.adjusted by the NATIONAL GEODETIC SURVEY
 ML0296.in June 1991.
 ML0296
 ML0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0296.GEOID18 height accuracy estimate available here.
 ML0296
 ML0296.Click photographs - Photos may exist for this station.
 ML0296
 ML0296.The dynamic height is computed by dividing the NAVD 88
 ML0296.geopotential number by the normal gravity value computed on the
 ML0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0296.degrees latitude (g = 980.6199 gals.).
 ML0296
 ML0296.The modeled gravity was interpolated from observed gravity values.
 ML0296
 ML0296;                    North         East    Units  Estimated Accuracy
 ML0296;SPC NE       -   160,390.      586,040.      MT  (+/- 180 meters Scaled)
 ML0296
 ML0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL022691(NAD 83)
 ML0296
 ML0296                          SUPERSEDED SURVEY CONTROL
 ML0296
 ML0296  NGVD 29 (??/??/92)  629.446  (m)         2065.11   (f) ADJ UNCH    1 2
 ML0296
 ML0296.Superseded values are not recommended for survey control.
 ML0296
 ML0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0296.See file dsdata.pdf to determine how the superseded data were derived.
 ML0296
 ML0296_MARKER: DB = BENCH MARK DISK
 ML0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0296_STAMPING: T 116 1934
 ML0296_MARK LOGO: CGS
 ML0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0296+STABILITY: SURFACE MOTION
 ML0296
 ML0296  HISTORY     - Date     Condition        Report By
 ML0296  HISTORY     - 1934     MONUMENTED       CGS
 ML0296  HISTORY     - 1950     GOOD             CGS
 ML0296  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0296
 ML0296                          STATION DESCRIPTION
 ML0296
 ML0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0296'AT LOUP CITY.
 ML0296'AT LOUP CITY, 0.1 MILE SOUTH OF THE UNION PACIFIC RAILROAD
 ML0296'STATION, 116 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 ML0296'92, 35 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 10, 46
 ML0296'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 14 FEET
 ML0296'SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 14 FEET
 ML0296'NORTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A WITNESS POST, SET
 ML0296'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0296'GROUND.
 ML0296
 ML0296                          STATION RECOVERY (2009)
 ML0296
 ML0296'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0148 ***********************************************************************
 ML0148  DESIGNATION -  T 117
 ML0148  PID         -  ML0148
 ML0148  STATE/COUNTY-  NE/HOWARD
 ML0148  COUNTRY     -  US
 ML0148  USGS QUAD   -  SAINT PAUL (2017)
 ML0148
 ML0148                         *CURRENT SURVEY CONTROL
 ML0148  ______________________________________________________________________
 ML0148* NAD 83(1986) POSITION- 41 08 02.     (N) 098 23 04.     (W)   SCALED
 ML0148* NAVD 88 ORTHO HEIGHT -   571.681 (meters)     1875.59  (feet) ADJUSTED
 ML0148  ______________________________________________________________________
 ML0148  GEOID HEIGHT    -        -24.837 (meters)                     GEOID18
 ML0148  DYNAMIC HEIGHT  -        571.388 (meters)     1874.63  (feet) COMP
 ML0148  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 ML0148
 ML0148  VERT ORDER      -  SECOND    CLASS 0
 ML0148
 ML0148.The horizontal coordinates were scaled from a map and have
 ML0148.an estimated accuracy of +/- 6 seconds.
 ML0148
 ML0148.The orthometric height was determined by differential leveling and
 ML0148.adjusted by the NATIONAL GEODETIC SURVEY
 ML0148.in June 1991.
 ML0148
 ML0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0148.GEOID18 height accuracy estimate available here.
 ML0148
 ML0148.Click photographs - Photos may exist for this station.
 ML0148
 ML0148.The dynamic height is computed by dividing the NAVD 88
 ML0148.geopotential number by the normal gravity value computed on the
 ML0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0148.degrees latitude (g = 980.6199 gals.).
 ML0148
 ML0148.The modeled gravity was interpolated from observed gravity values.
 ML0148
 ML0148;                    North         East    Units  Estimated Accuracy
 ML0148;SPC NE       -   145,660.      635,600.      MT  (+/- 180 meters Scaled)
 ML0148
 ML0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL516538(NAD 83)
 ML0148
 ML0148                          SUPERSEDED SURVEY CONTROL
 ML0148
 ML0148  NGVD 29 (??/??/92)  571.429  (m)         1874.76   (f) ADJ UNCH    2 0
 ML0148
 ML0148.Superseded values are not recommended for survey control.
 ML0148
 ML0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0148.See file dsdata.pdf to determine how the superseded data were derived.
 ML0148
 ML0148_MARKER: DB = BENCH MARK DISK
 ML0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0148_STAMPING: T 117 1935
 ML0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0148+STABILITY: SURFACE MOTION
 ML0148
 ML0148  HISTORY     - Date     Condition        Report By
 ML0148  HISTORY     - 1935     MONUMENTED       CGS
 ML0148  HISTORY     - 1958     POOR             USGS
 ML0148
 ML0148                          STATION DESCRIPTION
 ML0148
 ML0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0148'3.9 MI N FROM ST LIBORY.
 ML0148'3.9 MILES NORTH OF DEPOT.  ALONG THE UNION PACIFIC RAILWAY
 ML0148'BETWEEN GRAND ISLAND AND ST. PAUL, 1 1/2 POLES NORTHEAST OF
 ML0148'MILEPOST 15, 124.4 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 ML0148'281, 58.8 FEET SOUTHEAST OF THE CENTER OF ROAD CROSSING, 35.4
 ML0148'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 ML0148
 ML0148                          STATION RECOVERY (1958)
 ML0148
 ML0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ML0148'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0087 ***********************************************************************
 ML0087  DESIGNATION -  T 118
 ML0087  PID         -  ML0087
 ML0087  STATE/COUNTY-  NE/GREELEY
 ML0087  COUNTRY     -  US
 ML0087  USGS QUAD   -  SPALDING (2017)
 ML0087
 ML0087                         *CURRENT SURVEY CONTROL
 ML0087  ______________________________________________________________________
 ML0087* NAD 83(1986) POSITION- 41 43 27.     (N) 098 22 04.     (W)   SCALED
 ML0087* NAVD 88 ORTHO HEIGHT -   606.663 (meters)     1990.36  (feet) ADJUSTED
 ML0087  ______________________________________________________________________
 ML0087  GEOID HEIGHT    -        -24.471 (meters)                     GEOID18
 ML0087  DYNAMIC HEIGHT  -        606.376 (meters)     1989.42  (feet) COMP
 ML0087  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 ML0087
 ML0087  VERT ORDER      -  SECOND    CLASS 0
 ML0087
 ML0087.The horizontal coordinates were scaled from a map and have
 ML0087.an estimated accuracy of +/- 6 seconds.
 ML0087
 ML0087.The orthometric height was determined by differential leveling and
 ML0087.adjusted by the NATIONAL GEODETIC SURVEY
 ML0087.in June 1991.
 ML0087
 ML0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0087.GEOID18 height accuracy estimate available here.
 ML0087
 ML0087.Click photographs - Photos may exist for this station.
 ML0087
 ML0087.The dynamic height is computed by dividing the NAVD 88
 ML0087.geopotential number by the normal gravity value computed on the
 ML0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0087.degrees latitude (g = 980.6199 gals.).
 ML0087
 ML0087.The modeled gravity was interpolated from observed gravity values.
 ML0087
 ML0087;                    North         East    Units  Estimated Accuracy
 ML0087;SPC NE       -   211,210.      635,760.      MT  (+/- 180 meters Scaled)
 ML0087
 ML0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM525193(NAD 83)
 ML0087
 ML0087                          SUPERSEDED SURVEY CONTROL
 ML0087
 ML0087  NGVD 29 (??/??/92)  606.423  (m)         1989.57   (f) ADJ UNCH    2 0
 ML0087
 ML0087.Superseded values are not recommended for survey control.
 ML0087
 ML0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0087.See file dsdata.pdf to determine how the superseded data were derived.
 ML0087
 ML0087_MARKER: DB = BENCH MARK DISK
 ML0087_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0087_STAMPING: T 118 1935
 ML0087_MARK LOGO: CGS
 ML0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0087
 ML0087  HISTORY     - Date     Condition        Report By
 ML0087  HISTORY     - 1935     MONUMENTED       CGS
 ML0087  HISTORY     - 1938     GOOD             CGS
 ML0087
 ML0087                          STATION DESCRIPTION
 ML0087
 ML0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0087'2.5 MI N FROM SPALDING.
 ML0087'ALONG U.S. HIGHWAY NO. 281, 2.5 MILES NORTH OF THE POST OFFICE
 ML0087'AT SPALDING, AT THE TOP OF A HILL, IN THE SOUTHWEST CORNER OF THE
 ML0087'SCHOOL YARD OF SCHOOL DISTRICT NO. 47, 86 FEET SOUTHWEST OF THE
 ML0087'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 36.5 FEET EAST OF THE
 ML0087'CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE RIGHT OF WAY
 ML0087'FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE
 ML0087'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0029 ***********************************************************************
 LG0029  DESIGNATION -  T 12
 LG0029  PID         -  LG0029
 LG0029  STATE/COUNTY-  NE/OTOE
 LG0029  COUNTRY     -  US
 LG0029  USGS QUAD   -  UNADILLA (2017)
 LG0029
 LG0029                         *CURRENT SURVEY CONTROL
 LG0029  ______________________________________________________________________
 LG0029* NAD 83(1986) POSITION- 40 41 56.     (N) 096 21 59.     (W)   SCALED
 LG0029* NAVD 88 ORTHO HEIGHT -   347.259 (meters)     1139.30  (feet) ADJUSTED
 LG0029  ______________________________________________________________________
 LG0029  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 LG0029  DYNAMIC HEIGHT  -        347.103 (meters)     1138.79  (feet) COMP
 LG0029  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 LG0029
 LG0029  VERT ORDER      -  FIRST     CLASS II
 LG0029
 LG0029.The horizontal coordinates were scaled from a map and have
 LG0029.an estimated accuracy of +/- 6 seconds.
 LG0029
 LG0029.The orthometric height was determined by differential leveling and
 LG0029.adjusted by the NATIONAL GEODETIC SURVEY
 LG0029.in June 1991.
 LG0029
 LG0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0029.GEOID18 height accuracy estimate available here.
 LG0029
 LG0029.Click photographs - Photos may exist for this station.
 LG0029
 LG0029.The dynamic height is computed by dividing the NAVD 88
 LG0029.geopotential number by the normal gravity value computed on the
 LG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0029.degrees latitude (g = 980.6199 gals.).
 LG0029
 LG0029.The modeled gravity was interpolated from observed gravity values.
 LG0029
 LG0029;                    North         East    Units  Estimated Accuracy
 LG0029;SPC NE       -   102,550.      806,940.      MT  (+/- 180 meters Scaled)
 LG0029
 LG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL225086(NAD 83)
 LG0029
 LG0029                          SUPERSEDED SURVEY CONTROL
 LG0029
 LG0029  NGVD 29 (??/??/92)  347.164  (m)         1138.99   (f) ADJ UNCH    1 2
 LG0029
 LG0029.Superseded values are not recommended for survey control.
 LG0029
 LG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0029.See file dsdata.pdf to determine how the superseded data were derived.
 LG0029
 LG0029_MARKER: DB = BENCH MARK DISK
 LG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0029_STAMPING: T 12 1933
 LG0029_MARK LOGO: CGS
 LG0029_PROJECTION: FLUSH
 LG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0029+STABILITY: SURFACE MOTION
 LG0029
 LG0029  HISTORY     - Date     Condition        Report By
 LG0029  HISTORY     - 1933     MONUMENTED       CGS
 LG0029  HISTORY     - 1961     GOOD             CGS
 LG0029  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0029
 LG0029                          STATION DESCRIPTION
 LG0029
 LG0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0029'1.1 MI E FROM PALMYRA.
 LG0029'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0029'FROM THE STATION AT PALMYRA, 98 FEET EAST OF THE CENTER OF A FARM
 LG0029'ROAD CROSSING, 79 FEET WEST OF RAILROAD SIGN S, 57 FEET SOUTH OF
 LG0029'THE CENTER OF A N-S ROAD, 22.7 FEET NORTH OF THE NORTH RAIL, ABOUT
 LG0029'LEVEL WITH THE TRACK, SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 LG0029'WITH THE GROUND.
 LG0029
 LG0029                          STATION RECOVERY (1991)
 LG0029
 LG0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0029'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0225 ***********************************************************************
 NN0225  DESIGNATION -  T 121
 NN0225  PID         -  NN0225
 NN0225  STATE/COUNTY-  NE/HOLT
 NN0225  COUNTRY     -  US
 NN0225  USGS QUAD   -  CHAMBERS EAST (2017)
 NN0225
 NN0225                         *CURRENT SURVEY CONTROL
 NN0225  ______________________________________________________________________
 NN0225* NAD 83(1986) POSITION- 42 12 12.     (N) 098 39 04.     (W)   SCALED
 NN0225* NAVD 88 ORTHO HEIGHT -   624.480 (meters)     2048.81  (feet) ADJUSTED
 NN0225  ______________________________________________________________________
 NN0225  GEOID HEIGHT    -        -24.042 (meters)                     GEOID18
 NN0225  DYNAMIC HEIGHT  -        624.224 (meters)     2047.97  (feet) COMP
 NN0225  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 NN0225
 NN0225  VERT ORDER      -  SECOND    CLASS 0
 NN0225
 NN0225.The horizontal coordinates were scaled from a map and have
 NN0225.an estimated accuracy of +/- 6 seconds.
 NN0225
 NN0225.The orthometric height was determined by differential leveling and
 NN0225.adjusted by the NATIONAL GEODETIC SURVEY
 NN0225.in June 1991.
 NN0225
 NN0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0225.GEOID18 height accuracy estimate available here.
 NN0225
 NN0225.Click photographs - Photos may exist for this station.
 NN0225
 NN0225.The dynamic height is computed by dividing the NAVD 88
 NN0225.geopotential number by the normal gravity value computed on the
 NN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0225.degrees latitude (g = 980.6199 gals.).
 NN0225
 NN0225.The modeled gravity was interpolated from observed gravity values.
 NN0225
 NN0225;                    North         East    Units  Estimated Accuracy
 NN0225;SPC NE       -   264,010.      611,370.      MT  (+/- 180 meters Scaled)
 NN0225
 NN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288724(NAD 83)
 NN0225
 NN0225                          SUPERSEDED SURVEY CONTROL
 NN0225
 NN0225  NGVD 29 (??/??/92)  624.262  (m)         2048.10   (f) ADJ UNCH    2 0
 NN0225
 NN0225.Superseded values are not recommended for survey control.
 NN0225
 NN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0225.See file dsdata.pdf to determine how the superseded data were derived.
 NN0225
 NN0225_MARKER: DB = BENCH MARK DISK
 NN0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0225_STAMPING: T 121 1935
 NN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0225+STABILITY: SURFACE MOTION
 NN0225
 NN0225  HISTORY     - Date     Condition        Report By
 NN0225  HISTORY     - 1935     MONUMENTED       CGS
 NN0225  HISTORY     - 1964     GOOD             CGS
 NN0225
 NN0225                          STATION DESCRIPTION
 NN0225
 NN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0225'17.6 MI S FROM O NEILL.
 NN0225'17.6 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0225'O NEILL, HOLT COUNTY, 470 FEET SOUTH OF THE JUNCTION OF U.S.
 NN0225'HIGHWAY 281 AND STATE HIGHWAY 95 WHICH GOES WEST TO THE TOWN
 NN0225'OF CHAMBERS, 89 FEET WEST OF THE CENTERLINE OF NEW U.S. HIGHWAY
 NN0225'281, 15 FEET SOUTH OF THE CENTER OF GATE INTO PASTURE, 2.5 FEET
 NN0225'SOUTH-SOUTHWEST OF THE SOUTH GATE POST, AND 2 FEET WEST OF THE
 NN0225'WEST RIGHT-OF-WAY FENCE AND A NEW STEEL WITNESS POST.  THE
 NN0225'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED T 121 1935.
 NN0225'NOTE-- BUT THE TOP FOOT OF THE CONCRETE POST HAD BEEN BROKEN
 NN0225'OFF.  THE BROKEN OFF SECTION WAS REPLACED WITH A THIN MIXTURE
 NN0225'OF CEMENT, THEN THE BREAK WAS REINFORCED WITH CONCRETE AROUND
 NN0225'THE OUTSIDE EDGES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0247 ***********************************************************************
 NN0247  DESIGNATION -  T 126
 NN0247  PID         -  NN0247
 NN0247  STATE/COUNTY-  NE/HOLT
 NN0247  COUNTRY     -  US
 NN0247  USGS QUAD   -  SWAN LAKE (2017)
 NN0247
 NN0247                         *CURRENT SURVEY CONTROL
 NN0247  ______________________________________________________________________
 NN0247* NAD 83(1986) POSITION- 42 11 01.     (N) 099 00 06.     (W)   SCALED
 NN0247* NAVD 88 ORTHO HEIGHT -   695.770 (meters)     2282.71  (feet) ADJUSTED
 NN0247  ______________________________________________________________________
 NN0247  GEOID HEIGHT    -        -23.607 (meters)                     GEOID18
 NN0247  DYNAMIC HEIGHT  -        695.465 (meters)     2281.70  (feet) COMP
 NN0247  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 NN0247
 NN0247  VERT ORDER      -  SECOND    CLASS 0
 NN0247
 NN0247.The horizontal coordinates were scaled from a map and have
 NN0247.an estimated accuracy of +/- 6 seconds.
 NN0247
 NN0247.The orthometric height was determined by differential leveling and
 NN0247.adjusted by the NATIONAL GEODETIC SURVEY
 NN0247.in June 1991.
 NN0247
 NN0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0247.GEOID18 height accuracy estimate available here.
 NN0247
 NN0247.Click photographs - Photos may exist for this station.
 NN0247
 NN0247.The dynamic height is computed by dividing the NAVD 88
 NN0247.geopotential number by the normal gravity value computed on the
 NN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0247.degrees latitude (g = 980.6199 gals.).
 NN0247
 NN0247.The modeled gravity was interpolated from observed gravity values.
 NN0247
 NN0247;                    North         East    Units  Estimated Accuracy
 NN0247;SPC NE       -   261,420.      582,450.      MT  (+/- 180 meters Scaled)
 NN0247
 NN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM998701(NAD 83)
 NN0247
 NN0247                          SUPERSEDED SURVEY CONTROL
 NN0247
 NN0247  NGVD 29 (??/??/92)  695.512  (m)         2281.86   (f) ADJ UNCH    2 0
 NN0247
 NN0247.Superseded values are not recommended for survey control.
 NN0247
 NN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0247.See file dsdata.pdf to determine how the superseded data were derived.
 NN0247
 NN0247_MARKER: DB = BENCH MARK DISK
 NN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0247_STAMPING: T 126 1935
 NN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0247+STABILITY: SURFACE MOTION
 NN0247
 NN0247  HISTORY     - Date     Condition        Report By
 NN0247  HISTORY     - 1935     MONUMENTED       CGS
 NN0247  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0247  HISTORY     - 1976     GOOD             USGS
 NN0247  HISTORY     - 20130222 MARK NOT FOUND   INDIV
 NN0247
 NN0247                          STATION DESCRIPTION
 NN0247
 NN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0247'30.5 MI N FROM BURWELL.
 NN0247'IN HOLT COUNTY, 30.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0247'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 115.6 FEET
 NN0247'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 76.7 FEET
 NN0247'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44.2 FEET WEST OF
 NN0247'THE CENTER LINE OF THE ROAD, AND IN LINE WITH A NORTH-AND-SOUTH
 NN0247'ROW OF POLES.  A STANDARD DISK, STAMPED T 126 1935 AND SET IN THE
 NN0247'TOP OF A CONCRETE POST.
 NN0247
 NN0247                          STATION RECOVERY (1964)
 NN0247
 NN0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0247'MARK NOT FOUND.
 NN0247
 NN0247                          STATION RECOVERY (1976)
 NN0247
 NN0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0247'IN HOLT COUNTY, 11.9 MILES W. ALONG ST. HWY. 95, THEN 1.8 MI. SW
 NN0247'ALONG ST. HWY. 11 FROM THE POST OFFICE AT CHAMBERS. 1.5 MI. NE ALONG
 NN0247'ST. HWY 11 FROM SWAN LAKE. ABOUT 2100 FT. S. OF THE COR. SECS. 25,
 NN0247'30, 31, AND 36. T-26-N., R-14-W, R-15-W., NEAR A METAL CULVERT UNDER
 NN0247'THE HIGHWAY, 71 FT. NW AND NORMAL TO THE CENTERLINE OF ST. HWY. 11,
 NN0247'48 FT. NW OF A FENCE COR. AT THE HWY SHOULDER, 45 FT. WEST OF A
 NN0247'GRAVEL RD. TANGENT S., 8 FT. S. OF A FENCE COR. NEAR A CLUMP OF
 NN0247'WILLOWS. A STD. DISK, STAMPED T 126 1935 AND SET IN THE TOP OF A
 NN0247'CONC. POST.
 NN0247
 NN0247                          STATION RECOVERY (2013)
 NN0247
 NN0247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NN0247'FOUND DESTROYED,NEW MARK WAS SET IN 2002 1000 FT.SW ON NW SIDE OF HWY
 NN0247'11,22 FT.NE OF HOUSE DRIVE ENT. NW, 6.5 FT.NW TO WIT.SIGN,36.3 FT.SE
 NN0247'TO TOP CENTER CMP PIPE UNDER DRIVEWAY,33.99 FT.SW NAIL TOP GATE
 NN0247'POST,.20 FT. BELOW SURFACE.ELEV.= 2288.948.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0115 ***********************************************************************
 NN0115  DESIGNATION -  T 127
 NN0115  PID         -  NN0115
 NN0115  STATE/COUNTY-  NE/HOLT
 NN0115  COUNTRY     -  US
 NN0115  USGS QUAD   -  EWING SW (2017)
 NN0115
 NN0115                         *CURRENT SURVEY CONTROL
 NN0115  ______________________________________________________________________
 NN0115* NAD 83(1986) POSITION- 42 20 52.     (N) 098 28 34.     (W)   SCALED
 NN0115* NAVD 88 ORTHO HEIGHT -   580.706 (meters)     1905.20  (feet) ADJUSTED
 NN0115  ______________________________________________________________________
 NN0115  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 NN0115  DYNAMIC HEIGHT  -        580.476 (meters)     1904.45  (feet) COMP
 NN0115  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 NN0115
 NN0115  VERT ORDER      -  SECOND    CLASS 0
 NN0115
 NN0115.The horizontal coordinates were scaled from a map and have
 NN0115.an estimated accuracy of +/- 6 seconds.
 NN0115
 NN0115.The orthometric height was determined by differential leveling and
 NN0115.adjusted by the NATIONAL GEODETIC SURVEY
 NN0115.in June 1991.
 NN0115
 NN0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0115.GEOID18 height accuracy estimate available here.
 NN0115
 NN0115.Click photographs - Photos may exist for this station.
 NN0115
 NN0115.The dynamic height is computed by dividing the NAVD 88
 NN0115.geopotential number by the normal gravity value computed on the
 NN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0115.degrees latitude (g = 980.6199 gals.).
 NN0115
 NN0115.The modeled gravity was interpolated from observed gravity values.
 NN0115
 NN0115;                    North         East    Units  Estimated Accuracy
 NN0115;SPC NE       -   280,280.      625,530.      MT  (+/- 180 meters Scaled)
 NN0115
 NN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM431885(NAD 83)
 NN0115
 NN0115                          SUPERSEDED SURVEY CONTROL
 NN0115
 NN0115  NGVD 29 (??/??/92)  580.496  (m)         1904.51   (f) ADJ UNCH    2 0
 NN0115
 NN0115.Superseded values are not recommended for survey control.
 NN0115
 NN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0115.See file dsdata.pdf to determine how the superseded data were derived.
 NN0115
 NN0115_MARKER: DB = BENCH MARK DISK
 NN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0115_STAMPING: T 127 1935
 NN0115_MARK LOGO: CGS
 NN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0115+STABILITY: SURFACE MOTION
 NN0115
 NN0115  HISTORY     - Date     Condition        Report By
 NN0115  HISTORY     - 1935     MONUMENTED       CGS
 NN0115  HISTORY     - 1961     MARK NOT FOUND   CGS
 NN0115
 NN0115                          STATION DESCRIPTION
 NN0115
 NN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0115'3.7 MI SE FROM INMAN.
 NN0115'3.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0115'FROM THE STATION AT INMAN, HOLT COUNTY, 6 RAILS WEST OF THE
 NN0115'WEST END OF BRIDGE 275, 63.8 FEET NORTHWEST OF THE CENTER OF
 NN0115'A ROAD CROSSING, 47.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 NN0115'TRACK, AND 4 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 NN0115'DISK, STAMPED T 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0115
 NN0115                          STATION RECOVERY (1961)
 NN0115
 NN0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NN0115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1333 ***********************************************************************
 NM1333  DESIGNATION -  T 128
 NM1333  PID         -  NM1333
 NM1333  STATE/COUNTY-  NE/MADISON
 NM1333  COUNTRY     -  US
 NM1333  USGS QUAD   -  MEADOW GROVE (2017)
 NM1333
 NM1333                         *CURRENT SURVEY CONTROL
 NM1333  ______________________________________________________________________
 NM1333* NAD 83(1986) POSITION- 42 01 04.     (N) 097 41 24.     (W)   SCALED
 NM1333* NAVD 88 ORTHO HEIGHT -   492.957 (meters)     1617.31  (feet) ADJUSTED
 NM1333  ______________________________________________________________________
 NM1333  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 NM1333  DYNAMIC HEIGHT  -        492.758 (meters)     1616.66  (feet) COMP
 NM1333  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 NM1333
 NM1333  VERT ORDER      -  SECOND    CLASS 0
 NM1333
 NM1333.The horizontal coordinates were scaled from a map and have
 NM1333.an estimated accuracy of +/- 6 seconds.
 NM1333
 NM1333.The orthometric height was determined by differential leveling and
 NM1333.adjusted by the NATIONAL GEODETIC SURVEY
 NM1333.in June 1991.
 NM1333
 NM1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1333.GEOID18 height accuracy estimate available here.
 NM1333
 NM1333.Click photographs - Photos may exist for this station.
 NM1333
 NM1333.The dynamic height is computed by dividing the NAVD 88
 NM1333.geopotential number by the normal gravity value computed on the
 NM1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1333.degrees latitude (g = 980.6199 gals.).
 NM1333
 NM1333.The modeled gravity was interpolated from observed gravity values.
 NM1333
 NM1333;                    North         East    Units  Estimated Accuracy
 NM1333;SPC NE       -   245,090.      691,250.      MT  (+/- 180 meters Scaled)
 NM1333
 NM1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM084525(NAD 83)
 NM1333
 NM1333                          SUPERSEDED SURVEY CONTROL
 NM1333
 NM1333  NGVD 29 (??/??/92)  492.762  (m)         1616.67   (f) ADJ UNCH    2 0
 NM1333
 NM1333.Superseded values are not recommended for survey control.
 NM1333
 NM1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1333.See file dsdata.pdf to determine how the superseded data were derived.
 NM1333
 NM1333_MARKER: DB = BENCH MARK DISK
 NM1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1333_STAMPING: T 128 1935
 NM1333_MARK LOGO: CGS
 NM1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1333+STABILITY: SURFACE MOTION
 NM1333
 NM1333  HISTORY     - Date     Condition        Report By
 NM1333  HISTORY     - 1935     MONUMENTED       CGS
 NM1333  HISTORY     - 1961     MARK NOT FOUND   CGS
 NM1333
 NM1333                          STATION DESCRIPTION
 NM1333
 NM1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1333'2.4 MI SE FROM MEADOW GROVE.
 NM1333'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN AND
 NM1333'NORFOLK, 10 RAILS NORTHWEST OF RAILROAD BRIDGE NO. 167, 8 1/4
 NM1333'RAILS NORTHWEST OF THE CENTER OF ROAD CROSSING, 54.0 FEET SOUTH
 NM1333'OF THE SOUTH RAIL OF THE MAIN TRACK, 36.8 FEET NORTH OF THE
 NM1333'CENTER LINE OF ROAD.
 NM1333
 NM1333                          STATION RECOVERY (1961)
 NM1333
 NM1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM1333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0417 ***********************************************************************
 LG0417  DESIGNATION -  T 13
 LG0417  PID         -  LG0417
 LG0417  STATE/COUNTY-  NE/SALINE
 LG0417  COUNTRY     -  US
 LG0417  USGS QUAD   -  DORCHESTER (2017)
 LG0417
 LG0417                         *CURRENT SURVEY CONTROL
 LG0417  ______________________________________________________________________
 LG0417* NAD 83(1986) POSITION- 40 38 06.48   (N) 097 03 54.62   (W)   HD_HELD1
 LG0417* NAVD 88 ORTHO HEIGHT -   446.451 (meters)     1464.73  (feet) ADJUSTED
 LG0417  ______________________________________________________________________
 LG0417  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 LG0417  DYNAMIC HEIGHT  -        446.207 (meters)     1463.93  (feet) COMP
 LG0417  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LG0417
 LG0417  VERT ORDER      -  FIRST     CLASS II
 LG0417
 LG0417.The horizontal coordinates were determined by differentially corrected
 LG0417.hand held GPS observations or other comparable positioning techniques
 LG0417.and have an estimated accuracy of +/- 3 meters.
 LG0417
 LG0417.The orthometric height was determined by differential leveling and
 LG0417.adjusted by the NATIONAL GEODETIC SURVEY
 LG0417.in June 1991.
 LG0417
 LG0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0417.GEOID18 height accuracy estimate available here.
 LG0417
 LG0417.Click photographs - Photos may exist for this station.
 LG0417
 LG0417.The dynamic height is computed by dividing the NAVD 88
 LG0417.geopotential number by the normal gravity value computed on the
 LG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0417.degrees latitude (g = 980.6199 gals.).
 LG0417
 LG0417.The modeled gravity was interpolated from observed gravity values.
 LG0417
 LG0417;                    North         East    Units  Estimated Accuracy
 LG0417;SPC NE       -    93,235.7     748,174.9     MT  (+/- 3 meters HH1 GPS) 
 LG0417
 LG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6362000054(NAD 83)
 LG0417
 LG0417                          SUPERSEDED SURVEY CONTROL
 LG0417
 LG0417  NGVD 29 (??/??/92)  446.296  (m)         1464.22   (f) ADJ UNCH    1 2
 LG0417
 LG0417.Superseded values are not recommended for survey control.
 LG0417
 LG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0417.See file dsdata.pdf to determine how the superseded data were derived.
 LG0417
 LG0417_MARKER: DB = BENCH MARK DISK
 LG0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0417_STAMPING: T 13 1933 1463.970
 LG0417_MARK LOGO: CGS
 LG0417_PROJECTION: FLUSH
 LG0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0417+STABILITY: SURFACE MOTION
 LG0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0417+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 LG0417
 LG0417  HISTORY     - Date     Condition        Report By
 LG0417  HISTORY     - 1933     MONUMENTED       CGS
 LG0417  HISTORY     - 1961     GOOD             CGS
 LG0417  HISTORY     - 19911008 GOOD             NGS
 LG0417  HISTORY     - 20161001 GOOD             NEGS
 LG0417  HISTORY     - 20200624 GOOD             NEGS
 LG0417
 LG0417                          STATION DESCRIPTION
 LG0417
 LG0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0417'2.8 MI E FROM DORCHESTER.
 LG0417'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0417'FROM THE STATION AT DORCHESTER, 200 FEET WEST OF SEMAPHORE S8528,
 LG0417'75 FEET NORTHEAST OF THE CENTER OF A CROSSING, 71 FEET EAST OF
 LG0417'THE CENTER OF A GRAVEL ROAD, 34 FEET NORTH OF THE NORTH RAIL,
 LG0417'17 FEET WEST OF A TELEPHONE POLE WITH TWO GUY WIRES, 3 FEET WEST
 LG0417'OF A METAL WITNESS POST WITH SIGN, 2 FEET LOWER THAN THE TRACKS,
 LG0417'SET IN TOP OF A SQUARE CONCRETE POST FLUSH.
 LG0417
 LG0417                          STATION RECOVERY (1991)
 LG0417
 LG0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0417'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0417'IN CRETE, 60.2 M (197.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.9 M
 LG0417'(75.1 FT) EAST OF THE CENTER OF COUNTY ROAD 1700, 10.5 M (34.4 FT)
 LG0417'NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 5.3 M
 LG0417'(17.4 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT)
 LG0417'BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 LG0417'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0417
 LG0417                          STATION RECOVERY (2016)
 LG0417
 LG0417'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (RF)
 LG0417'FOUND GOOD
 LG0417
 LG0417                          STATION RECOVERY (2020)
 LG0417
 LG0417'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LG0417'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND NE. HIGHWAY 103
 LG0417'WEST OF CRETE, NE. GO WEST ON NE. 33 APPROXIMATELY 4.43 MI (7.13 KM)
 LG0417'TO COUNTY ROAD 1700.  TURN RIGHT ON COUNTY ROAD AND GO APPROXIMATELY
 LG0417'200 FT (61.0 M) NORTH TO A RAILROAD SERVICE ROAD ON THE NORTH SIDE OF
 LG0417'THE TRACKS NS THE MARK ON THE RIGHT (EAST).
 LG0417'
 LG0417'THE MARK IS 1.0 FT (0.3 M) SOUTH OF BOTTOM OF A WITNESS POST, 40 FT
 LG0417'(12.2 M) NORTH 0F CENTER OF RAILROAD TRACKS, 75 FT (22.9 M) EAST OF
 LG0417'THE CENTERLINE OF COUNTY ROAD 1700 AND 200 FT (61.0 M) NORTH OF THE
 LG0417'CENTERLINE OF NE. HIGHWAY 33.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0356 ***********************************************************************
 NO0356  DESIGNATION -  T 130
 NO0356  PID         -  NO0356
 NO0356  STATE/COUNTY-  NE/CHERRY
 NO0356  COUNTRY     -  US
 NO0356  USGS QUAD   -  MERRIMAN (2017)
 NO0356
 NO0356                         *CURRENT SURVEY CONTROL
 NO0356  ______________________________________________________________________
 NO0356* NAD 83(1986) POSITION- 42 57 40.15   (N) 101 42 41.84   (W)   HD_HELD1
 NO0356* NAVD 88 ORTHO HEIGHT -   997.667 (meters)     3273.18  (feet) ADJUSTED
 NO0356  ______________________________________________________________________
 NO0356  GEOID HEIGHT    -        -19.347 (meters)                     GEOID18
 NO0356  DYNAMIC HEIGHT  -        997.234 (meters)     3271.76  (feet) COMP
 NO0356  MODELED GRAVITY -    980,151.5   (mgal)                       NAVD 88
 NO0356
 NO0356  VERT ORDER      -  SECOND    CLASS 0
 NO0356
 NO0356.The horizontal coordinates were determined by differentially corrected
 NO0356.hand held GPS observations or other comparable positioning techniques
 NO0356.and have an estimated accuracy of +/- 3 meters.
 NO0356
 NO0356.The orthometric height was determined by differential leveling and
 NO0356.adjusted by the NATIONAL GEODETIC SURVEY
 NO0356.in June 1991.
 NO0356
 NO0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0356.GEOID18 height accuracy estimate available here.
 NO0356
 NO0356.Click photographs - Photos may exist for this station.
 NO0356
 NO0356.The dynamic height is computed by dividing the NAVD 88
 NO0356.geopotential number by the normal gravity value computed on the
 NO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0356.degrees latitude (g = 980.6199 gals.).
 NO0356
 NO0356.The modeled gravity was interpolated from observed gravity values.
 NO0356
 NO0356;                    North         East    Units  Estimated Accuracy
 NO0356;SPC NE       -   348,688.0     360,356.4     MT  (+/- 3 meters HH1 GPS) 
 NO0356
 NO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7883460068(NAD 83)
 NO0356
 NO0356                          SUPERSEDED SURVEY CONTROL
 NO0356
 NO0356  NGVD 29 (??/??/92)  997.244  (m)         3271.79   (f) ADJ UNCH    2 0
 NO0356
 NO0356.Superseded values are not recommended for survey control.
 NO0356
 NO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0356.See file dsdata.pdf to determine how the superseded data were derived.
 NO0356
 NO0356_MARKER: DB = BENCH MARK DISK
 NO0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0356_STAMPING: T 130 1934
 NO0356_MARK LOGO: CGS
 NO0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0356+STABILITY: SURFACE MOTION
 NO0356
 NO0356  HISTORY     - Date     Condition        Report By
 NO0356  HISTORY     - 1934     MONUMENTED       CGS
 NO0356  HISTORY     - 1948     GOOD             CGS
 NO0356
 NO0356                          STATION DESCRIPTION
 NO0356
 NO0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0356'3 MI N FROM MERRIMAN.
 NO0356'3.0 MILES NORTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, 17 YARDS
 NO0356'EAST OF THE CENTERLINE OF THE HIGHWAY, AT A CULVERT, AND 12 FEET
 NO0356'EAST OF A FENCE.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0873 ***********************************************************************
 MK0873  DESIGNATION -  T 130
 MK0873  PID         -  MK0873
 MK0873  STATE/COUNTY-  NE/DODGE
 MK0873  COUNTRY     -  US
 MK0873  USGS QUAD   -  MALMO NW (2017)
 MK0873
 MK0873                         *CURRENT SURVEY CONTROL
 MK0873  ______________________________________________________________________
 MK0873* NAD 83(1986) POSITION- 41 27 24.     (N) 096 42 11.     (W)   SCALED
 MK0873* NAVD 88 ORTHO HEIGHT -   381.289 (meters)     1250.95  (feet) ADJUSTED
 MK0873  ______________________________________________________________________
 MK0873  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 MK0873  DYNAMIC HEIGHT  -        381.127 (meters)     1250.41  (feet) COMP
 MK0873  MODELED GRAVITY -    980,187.1   (mgal)                       NAVD 88
 MK0873
 MK0873  VERT ORDER      -  SECOND    CLASS 0
 MK0873
 MK0873.The horizontal coordinates were scaled from a map and have
 MK0873.an estimated accuracy of +/- 6 seconds.
 MK0873
 MK0873.The orthometric height was determined by differential leveling and
 MK0873.adjusted by the NATIONAL GEODETIC SURVEY
 MK0873.in June 1991.
 MK0873
 MK0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0873.GEOID18 height accuracy estimate available here.
 MK0873
 MK0873.Click photographs - Photos may exist for this station.
 MK0873
 MK0873.The dynamic height is computed by dividing the NAVD 88
 MK0873.geopotential number by the normal gravity value computed on the
 MK0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0873.degrees latitude (g = 980.6199 gals.).
 MK0873
 MK0873.The modeled gravity was interpolated from observed gravity values.
 MK0873
 MK0873;                    North         East    Units  Estimated Accuracy
 MK0873;SPC NE       -   185,480.      775,310.      MT  (+/- 180 meters Scaled)
 MK0873
 MK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL918920(NAD 83)
 MK0873
 MK0873                          SUPERSEDED SURVEY CONTROL
 MK0873
 MK0873  NGVD 29 (??/??/92)  381.143  (m)         1250.47   (f) ADJ UNCH    2 0
 MK0873
 MK0873.Superseded values are not recommended for survey control.
 MK0873
 MK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0873.See file dsdata.pdf to determine how the superseded data were derived.
 MK0873
 MK0873_MARKER: DB = BENCH MARK DISK
 MK0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0873_STAMPING: T 130 1934
 MK0873_MARK LOGO: CGS
 MK0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0873+STABILITY: SURFACE MOTION
 MK0873
 MK0873  HISTORY     - Date     Condition        Report By
 MK0873  HISTORY     - 1934     MONUMENTED       CGS
 MK0873  HISTORY     - 1950     GOOD             CGS
 MK0873  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0873
 MK0873                          STATION DESCRIPTION
 MK0873
 MK0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0873'4 MI W FROM AMES.
 MK0873'4.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0873'AT AMES, 13 POLES WEST OF MILEPOST 50, 72.0 FEET NORTH OF SIGNAL
 MK0873'TOWER 502, 45.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MK0873'21.0 FEET NORTHWEST OF A TELEGRAPH POLE, 1.6 FEET SOUTH OF A
 MK0873'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MK0873'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK0873
 MK0873                          STATION RECOVERY (1966)
 MK0873
 MK0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0873'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0104 ***********************************************************************
 MK0104  DESIGNATION -  T 131
 MK0104  PID         -  MK0104
 MK0104  STATE/COUNTY-  NE/DODGE
 MK0104  COUNTRY     -  US
 MK0104  USGS QUAD   -  NICKERSON (2017)
 MK0104
 MK0104                         *CURRENT SURVEY CONTROL
 MK0104  ______________________________________________________________________
 MK0104* NAD 83(1986) POSITION- 41 30 06.     (N) 096 27 36.     (W)   SCALED
 MK0104* NAVD 88 ORTHO HEIGHT -   362.898 (meters)     1190.61  (feet) ADJUSTED
 MK0104  ______________________________________________________________________
 MK0104  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 MK0104  DYNAMIC HEIGHT  -        362.738 (meters)     1190.08  (feet) COMP
 MK0104  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 MK0104
 MK0104  VERT ORDER      -  SECOND    CLASS 0
 MK0104
 MK0104.The horizontal coordinates were scaled from a map and have
 MK0104.an estimated accuracy of +/- 6 seconds.
 MK0104
 MK0104.The orthometric height was determined by differential leveling and
 MK0104.adjusted by the NATIONAL GEODETIC SURVEY
 MK0104.in June 1991.
 MK0104
 MK0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0104.GEOID18 height accuracy estimate available here.
 MK0104
 MK0104.Click photographs - Photos may exist for this station.
 MK0104
 MK0104.The dynamic height is computed by dividing the NAVD 88
 MK0104.geopotential number by the normal gravity value computed on the
 MK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0104.degrees latitude (g = 980.6199 gals.).
 MK0104
 MK0104.The modeled gravity was interpolated from observed gravity values.
 MK0104
 MK0104;                    North         East    Units  Estimated Accuracy
 MK0104;SPC NE       -   191,280.      795,390.      MT  (+/- 180 meters Scaled)
 MK0104
 MK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL119975(NAD 83)
 MK0104
 MK0104                          SUPERSEDED SURVEY CONTROL
 MK0104
 MK0104  NGVD 29 (??/??/92)  362.757  (m)         1190.15   (f) ADJ UNCH    2 0
 MK0104
 MK0104.Superseded values are not recommended for survey control.
 MK0104
 MK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0104.See file dsdata.pdf to determine how the superseded data were derived.
 MK0104
 MK0104_MARKER: DB = BENCH MARK DISK
 MK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0104_STAMPING: T 131 1934
 MK0104_MARK LOGO: CGS
 MK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0104+STABILITY: SURFACE MOTION
 MK0104
 MK0104  HISTORY     - Date     Condition        Report By
 MK0104  HISTORY     - 1934     MONUMENTED       CGS
 MK0104  HISTORY     - 1941     GOOD             CGS
 MK0104
 MK0104                          STATION DESCRIPTION
 MK0104
 MK0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MK0104'2.3 MI S FROM NICKERSON.
 MK0104'2.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0104'THE STATION AT NICKERSON, DODGE COUNTY, 0.1 MILE NORTH OF THE
 MK0104'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT A
 MK0104'ROAD CROSSING, 75 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MK0104'42 FEET WEST OF THE WEST RAIL, AND 4.9 FEET EAST OF A FENCE.  A
 MK0104'STANDARD DISK, STAMPED T 131 1934 AND SET IN THE TOP OF A CONCRETE
 MK0104'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1102 ***********************************************************************
 MK1102  DESIGNATION -  T 132
 MK1102  PID         -  MK1102
 MK1102  STATE/COUNTY-  NE/DODGE
 MK1102  COUNTRY     -  US
 MK1102  USGS QUAD   -  SCRIBNER (2017)
 MK1102
 MK1102                         *CURRENT SURVEY CONTROL
 MK1102  ______________________________________________________________________
 MK1102* NAD 83(1986) POSITION- 41 40 43.     (N) 096 41 27.     (W)   SCALED
 MK1102* NAVD 88 ORTHO HEIGHT -   383.601 (meters)     1258.53  (feet) ADJUSTED
 MK1102  ______________________________________________________________________
 MK1102  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 MK1102  DYNAMIC HEIGHT  -        383.456 (meters)     1258.06  (feet) COMP
 MK1102  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 MK1102
 MK1102  VERT ORDER      -  SECOND    CLASS 0
 MK1102
 MK1102.The horizontal coordinates were scaled from a map and have
 MK1102.an estimated accuracy of +/- 6 seconds.
 MK1102
 MK1102.The orthometric height was determined by differential leveling and
 MK1102.adjusted by the NATIONAL GEODETIC SURVEY
 MK1102.in June 1991.
 MK1102
 MK1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1102.GEOID18 height accuracy estimate available here.
 MK1102
 MK1102.Click photographs - Photos may exist for this station.
 MK1102
 MK1102.The dynamic height is computed by dividing the NAVD 88
 MK1102.geopotential number by the normal gravity value computed on the
 MK1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1102.degrees latitude (g = 980.6199 gals.).
 MK1102
 MK1102.The modeled gravity was interpolated from observed gravity values.
 MK1102
 MK1102;                    North         East    Units  Estimated Accuracy
 MK1102;SPC NE       -   210,140.      775,380.      MT  (+/- 180 meters Scaled)
 MK1102
 MK1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM922166(NAD 83)
 MK1102
 MK1102                          SUPERSEDED SURVEY CONTROL
 MK1102
 MK1102  NGVD 29 (??/??/92)  383.460  (m)         1258.07   (f) ADJ UNCH    2 0
 MK1102
 MK1102.Superseded values are not recommended for survey control.
 MK1102
 MK1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1102.See file dsdata.pdf to determine how the superseded data were derived.
 MK1102
 MK1102_MARKER: DB = BENCH MARK DISK
 MK1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1102_STAMPING: T 132 1935
 MK1102_MARK LOGO: CGS
 MK1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1102+STABILITY: SURFACE MOTION
 MK1102
 MK1102  HISTORY     - Date     Condition        Report By
 MK1102  HISTORY     - 1935     MONUMENTED       CGS
 MK1102  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1102
 MK1102                          STATION DESCRIPTION
 MK1102
 MK1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1102'1.8 MI W FROM SCRIBNER.
 MK1102'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1102'AND HUMPHREY, 79.0 FEET SOUTHEAST OF THE CENTER OF CROSSING
 MK1102'OF ROAD AND RAILROAD, 72.0 FEET SOUTH OF THE SOUTH RAIL, 3.0
 MK1102'FEET BELOW THE LEVEL OF TRACK.  NOTE-- THE OLD RAILROAD HAS
 MK1102'BEEN DISMANTLED AND IS NOW IN CULTIVATION.
 MK1102
 MK1102                          STATION RECOVERY (1965)
 MK1102
 MK1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0954 ***********************************************************************
 MK0954  DESIGNATION -  T 133
 MK0954  PID         -  MK0954
 MK0954  STATE/COUNTY-  NE/SAUNDERS
 MK0954  COUNTRY     -  US
 MK0954  USGS QUAD   -  FREMONT WEST (2017)
 MK0954
 MK0954                         *CURRENT SURVEY CONTROL
 MK0954  ______________________________________________________________________
 MK0954* NAD 83(1986) POSITION- 41 26 03.     (N) 096 36 16.     (W)   SCALED
 MK0954* NAVD 88 ORTHO HEIGHT -   376.417 (meters)     1234.96  (feet) ADJUSTED
 MK0954  ______________________________________________________________________
 MK0954  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 MK0954  DYNAMIC HEIGHT  -        376.247 (meters)     1234.40  (feet) COMP
 MK0954  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 MK0954
 MK0954  VERT ORDER      -  SECOND    CLASS 0
 MK0954
 MK0954.The horizontal coordinates were scaled from a map and have
 MK0954.an estimated accuracy of +/- 6 seconds.
 MK0954
 MK0954.The orthometric height was determined by differential leveling and
 MK0954.adjusted by the NATIONAL GEODETIC SURVEY
 MK0954.in June 1991.
 MK0954
 MK0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0954.GEOID18 height accuracy estimate available here.
 MK0954
 MK0954.Click photographs - Photos may exist for this station.
 MK0954
 MK0954.The dynamic height is computed by dividing the NAVD 88
 MK0954.geopotential number by the normal gravity value computed on the
 MK0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0954.degrees latitude (g = 980.6199 gals.).
 MK0954
 MK0954.The modeled gravity was interpolated from observed gravity values.
 MK0954
 MK0954;                    North         East    Units  Estimated Accuracy
 MK0954;SPC NE       -   183,300.      783,630.      MT  (+/- 180 meters Scaled)
 MK0954
 MK0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL001897(NAD 83)
 MK0954
 MK0954                          SUPERSEDED SURVEY CONTROL
 MK0954
 MK0954  NGVD 29 (??/??/92)  376.266  (m)         1234.47   (f) ADJ UNCH    2 0
 MK0954
 MK0954.Superseded values are not recommended for survey control.
 MK0954
 MK0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0954.See file dsdata.pdf to determine how the superseded data were derived.
 MK0954
 MK0954_MARKER: DB = BENCH MARK DISK
 MK0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0954_SP_SET: BRIDGE ABUTMENT
 MK0954_STAMPING: T 133 1935
 MK0954_MARK LOGO: CGS
 MK0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0954
 MK0954  HISTORY     - Date     Condition        Report By
 MK0954  HISTORY     - 1935     MONUMENTED       CGS
 MK0954  HISTORY     - 1950     GOOD             CGS
 MK0954
 MK0954                          STATION DESCRIPTION
 MK0954
 MK0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0954'2.7 MI SE FROM AMES.
 MK0954'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0954'AT AMES, THENCE 1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH
 MK0954'WESTERN RAILROAD, AT THE SOUTH END OF RAILROAD BRIDGE B 8 OVER
 MK0954'THE PLATTE RIVER, 123 FEET NORTH OF THE CENTER OF A RAILROAD
 MK0954'WATER TANK, 7 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE
 MK0954'WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE, 0.6 FOOT EAST OF
 MK0954'THE WEST END OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0658 ***********************************************************************
 LG0658  DESIGNATION -  T 134
 LG0658  PID         -  LG0658
 LG0658  STATE/COUNTY-  NE/HAMILTON
 LG0658  COUNTRY     -  US
 LG0658  USGS QUAD   -  AURORA EAST (2017)
 LG0658
 LG0658                         *CURRENT SURVEY CONTROL
 LG0658  ______________________________________________________________________
 LG0658* NAD 83(1986) POSITION- 40 50 04.     (N) 097 59 48.     (W)   SCALED
 LG0658* NAVD 88 ORTHO HEIGHT -   535.830 (meters)     1757.97  (feet) ADJUSTED
 LG0658  ______________________________________________________________________
 LG0658  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 LG0658  DYNAMIC HEIGHT  -        535.549 (meters)     1757.05  (feet) COMP
 LG0658  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 LG0658
 LG0658  VERT ORDER      -  SECOND    CLASS 0
 LG0658
 LG0658.The horizontal coordinates were scaled from a map and have
 LG0658.an estimated accuracy of +/- 6 seconds.
 LG0658
 LG0658.The orthometric height was determined by differential leveling and
 LG0658.adjusted by the NATIONAL GEODETIC SURVEY
 LG0658.in June 1991.
 LG0658
 LG0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0658.GEOID18 height accuracy estimate available here.
 LG0658
 LG0658.Click photographs - Photos may exist for this station.
 LG0658
 LG0658.The dynamic height is computed by dividing the NAVD 88
 LG0658.geopotential number by the normal gravity value computed on the
 LG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0658.degrees latitude (g = 980.6199 gals.).
 LG0658
 LG0658.The modeled gravity was interpolated from observed gravity values.
 LG0658
 LG0658;                    North         East    Units  Estimated Accuracy
 LG0658;SPC NE       -   113,110.      668,910.      MT  (+/- 180 meters Scaled)
 LG0658
 LG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL845208(NAD 83)
 LG0658
 LG0658                          SUPERSEDED SURVEY CONTROL
 LG0658
 LG0658  NGVD 29 (??/??/92)  535.601  (m)         1757.22   (f) ADJ UNCH    2 0
 LG0658
 LG0658.Superseded values are not recommended for survey control.
 LG0658
 LG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0658.See file dsdata.pdf to determine how the superseded data were derived.
 LG0658
 LG0658_MARKER: DB = BENCH MARK DISK
 LG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0658_STAMPING: T 134 1935
 LG0658_MARK LOGO: CGS
 LG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0658+STABILITY: SURFACE MOTION
 LG0658
 LG0658  HISTORY     - Date     Condition        Report By
 LG0658  HISTORY     - 1935     MONUMENTED       CGS
 LG0658
 LG0658                          STATION DESCRIPTION
 LG0658
 LG0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0658'1.9 MI S FROM AURORA.
 LG0658'1.9 MILES SOUTH C.B. AND Q. CROSSING BY HIGHWAY.  ALONG NEBRASKA
 LG0658'STATE HIGHWAY NUMBER 14 BETWEEN AURORA AND SARONVILLE, 250
 LG0658'FEET SOUTH OF ROAD LEADING TO FARM HOUSE, 34.0 FEET WEST OF
 LG0658'CENTER LINE OF HIGHWAY, AND 2 FEET EAST OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0659 ***********************************************************************
 LG0659  DESIGNATION -  T 134 RESET
 LG0659  PID         -  LG0659
 LG0659  STATE/COUNTY-  NE/HAMILTON
 LG0659  COUNTRY     -  US
 LG0659  USGS QUAD   -  AURORA EAST (2017)
 LG0659
 LG0659                         *CURRENT SURVEY CONTROL
 LG0659  ______________________________________________________________________
 LG0659* NAD 83(1986) POSITION- 40 50 04.     (N) 097 59 48.     (W)   SCALED
 LG0659* NAVD 88 ORTHO HEIGHT -   535.84  (meters)     1758.0   (feet) RESET
 LG0659  ______________________________________________________________________
 LG0659  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 LG0659  VERT ORDER      -  THIRD
 LG0659
 LG0659.The horizontal coordinates were scaled from a map and have
 LG0659.an estimated accuracy of +/- 6 seconds.
 LG0659
 LG0659.The orthometric height was computed from unverified reset data.
 LG0659
 LG0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0659.GEOID18 height accuracy estimate available here.
 LG0659
 LG0659.Click photographs - Photos may exist for this station.
 LG0659
 LG0659;                    North         East    Units  Estimated Accuracy
 LG0659;SPC NE       -   113,110.      668,910.      MT  (+/- 180 meters Scaled)
 LG0659
 LG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL845208(NAD 83)
 LG0659
 LG0659                          SUPERSEDED SURVEY CONTROL
 LG0659
 LG0659  NGVD 29 (??/??/??)  535.61   (m)         1757.2    (f) RESET       3  
 LG0659
 LG0659.Superseded values are not recommended for survey control.
 LG0659
 LG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0659.See file dsdata.pdf to determine how the superseded data were derived.
 LG0659
 LG0659_MARKER: DB = BENCH MARK DISK
 LG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0659_STAMPING: T 1934 RESET 1950
 LG0659_MARK LOGO: CGS
 LG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0659+STABILITY: SURFACE MOTION
 LG0659
 LG0659  HISTORY     - Date     Condition        Report By
 LG0659  HISTORY     - 1950     MONUMENTED       NEDR
 LG0659  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0659
 LG0659                          STATION DESCRIPTION
 LG0659
 LG0659'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 LG0659'1.9 MI S FROM AURORA.
 LG0659'1.9 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE CROSSING OF
 LG0659'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT AURORA, HAMILTON
 LG0659'COUNTY, 250 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING TO
 LG0659'A FARMHOUSE, AND 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 LG0659'A STANDARD DISK, STAMPED T 134 RESET 1950 AND SET IN THE TOP
 LG0659'OF A CONCRETE POST.
 LG0659
 LG0659                          STATION RECOVERY (1965)
 LG0659
 LG0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1516 ***********************************************************************
 MK1516  DESIGNATION -  T 135
 MK1516  PID         -  MK1516
 MK1516  STATE/COUNTY-  NE/YORK
 MK1516  COUNTRY     -  US
 MK1516  USGS QUAD   -  STROMSBURG (2017)
 MK1516
 MK1516                         *CURRENT SURVEY CONTROL
 MK1516  ______________________________________________________________________
 MK1516* NAD 83(1986) POSITION- 41 00 25.     (N) 097 36 25.     (W)   SCALED
 MK1516* NAVD 88 ORTHO HEIGHT -   513.716 (meters)     1685.42  (feet) ADJUSTED
 MK1516  ______________________________________________________________________
 MK1516  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 MK1516  DYNAMIC HEIGHT  -        513.454 (meters)     1684.56  (feet) COMP
 MK1516  MODELED GRAVITY -    980,097.6   (mgal)                       NAVD 88
 MK1516
 MK1516  VERT ORDER      -  SECOND    CLASS 0
 MK1516
 MK1516.The horizontal coordinates were scaled from a map and have
 MK1516.an estimated accuracy of +/- 6 seconds.
 MK1516
 MK1516.The orthometric height was determined by differential leveling and
 MK1516.adjusted by the NATIONAL GEODETIC SURVEY
 MK1516.in June 1991.
 MK1516
 MK1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1516.GEOID18 height accuracy estimate available here.
 MK1516
 MK1516.Click photographs - Photos may exist for this station.
 MK1516
 MK1516.The dynamic height is computed by dividing the NAVD 88
 MK1516.geopotential number by the normal gravity value computed on the
 MK1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1516.degrees latitude (g = 980.6199 gals.).
 MK1516
 MK1516.The modeled gravity was interpolated from observed gravity values.
 MK1516
 MK1516;                    North         East    Units  Estimated Accuracy
 MK1516;SPC NE       -   133,090.      701,230.      MT  (+/- 180 meters Scaled)
 MK1516
 MK1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL171404(NAD 83)
 MK1516
 MK1516                          SUPERSEDED SURVEY CONTROL
 MK1516
 MK1516  NGVD 29 (??/??/92)  513.512  (m)         1684.75   (f) ADJ UNCH    2 0
 MK1516
 MK1516.Superseded values are not recommended for survey control.
 MK1516
 MK1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1516.See file dsdata.pdf to determine how the superseded data were derived.
 MK1516
 MK1516_MARKER: DB = BENCH MARK DISK
 MK1516_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK1516_SP_SET: WALL
 MK1516_STAMPING: T 135 1935
 MK1516_MARK LOGO: CGS
 MK1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK1516+STABILITY: POSITION/ELEVATION WELL
 MK1516
 MK1516  HISTORY     - Date     Condition        Report By
 MK1516  HISTORY     - 1935     MONUMENTED       CGS
 MK1516
 MK1516                          STATION DESCRIPTION
 MK1516
 MK1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1516'IN BENEDICT.
 MK1516'IN BENEDICT.  A VERTICAL MARK IN THE NORTH WALL OF THE FARMERS
 MK1516'GRAIN ELEVATOR, 10 RAILS NORTH OF THE CHICAGO, BURLINGTON AND
 MK1516'QUINCY RAILROAD DEPOT, 40.0 FEET EAST OF THE EAST RAIL OF THE
 MK1516'MAIN TRACK, 4.7 FEET ABOVE THE LEVEL OF GROUND, 2.3 FEET SOUTH
 MK1516'OF THE NORTHWEST CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1617 ***********************************************************************
 MK1617  DESIGNATION -  T 136
 MK1617  PID         -  MK1617
 MK1617  STATE/COUNTY-  NE/MERRICK
 MK1617  COUNTRY     -  US
 MK1617  USGS QUAD   -  POLK NW (2017)
 MK1617
 MK1617                         *CURRENT SURVEY CONTROL
 MK1617  ______________________________________________________________________
 MK1617* NAD 83(1986) POSITION- 41 13 12.     (N) 097 59 00.     (W)   SCALED
 MK1617* NAVD 88 ORTHO HEIGHT -   514.718 (meters)     1688.70  (feet) ADJUSTED
 MK1617  ______________________________________________________________________
 MK1617  GEOID HEIGHT    -        -25.053 (meters)                     GEOID18
 MK1617  DYNAMIC HEIGHT  -        514.473 (meters)     1687.90  (feet) COMP
 MK1617  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 MK1617
 MK1617  VERT ORDER      -  SECOND    CLASS 0
 MK1617
 MK1617.The horizontal coordinates were scaled from a map and have
 MK1617.an estimated accuracy of +/- 6 seconds.
 MK1617
 MK1617.The orthometric height was determined by differential leveling and
 MK1617.adjusted by the NATIONAL GEODETIC SURVEY
 MK1617.in June 1991.
 MK1617
 MK1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1617.GEOID18 height accuracy estimate available here.
 MK1617
 MK1617.Click photographs - Photos may exist for this station.
 MK1617
 MK1617.The dynamic height is computed by dividing the NAVD 88
 MK1617.geopotential number by the normal gravity value computed on the
 MK1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1617.degrees latitude (g = 980.6199 gals.).
 MK1617
 MK1617.The modeled gravity was interpolated from observed gravity values.
 MK1617
 MK1617;                    North         East    Units  Estimated Accuracy
 MK1617;SPC NE       -   155,930.      669,040.      MT  (+/- 180 meters Scaled)
 MK1617
 MK1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL852636(NAD 83)
 MK1617
 MK1617                          SUPERSEDED SURVEY CONTROL
 MK1617
 MK1617  NGVD 29 (??/??/92)  514.494  (m)         1687.97   (f) ADJ UNCH    2 0
 MK1617
 MK1617.Superseded values are not recommended for survey control.
 MK1617
 MK1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1617.See file dsdata.pdf to determine how the superseded data were derived.
 MK1617
 MK1617_MARKER: DB = BENCH MARK DISK
 MK1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1617_STAMPING: T 136 1935
 MK1617_MARK LOGO: CGS
 MK1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1617+STABILITY: SURFACE MOTION
 MK1617
 MK1617  HISTORY     - Date     Condition        Report By
 MK1617  HISTORY     - 1935     MONUMENTED       CGS
 MK1617  HISTORY     - 1960     MARK NOT FOUND   CGS
 MK1617  HISTORY     - 20070815 MARK NOT FOUND   NEDR
 MK1617
 MK1617                          STATION DESCRIPTION
 MK1617
 MK1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1617'8.1 MI N FROM CENTRAL CITY.
 MK1617'8.1 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 MK1617'CENTRAL CITY, MERRICK COUNTY, 1.0 MILE WEST OF THE RELOCATED
 MK1617'HIGHWAY, ON THE OLD HIGHWAY, 0.2 MILE SOUTH OF A ROAD
 MK1617'INTERSECTION, 34.5 FEET WEST OF THE CENTER LINE OF THE OLD
 MK1617'HIGHWAY, 2.9 FEET EAST OF A FENCE, AND 2 FEET NORTH OF A WHITE
 MK1617'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 136 1935 AND
 MK1617'SET IN THE TOP OF A CONCRETE POST.
 MK1617
 MK1617                          STATION RECOVERY (2007)
 MK1617
 MK1617'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 MK1617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0704 ***********************************************************************
 LG0704  DESIGNATION -  T 137
 LG0704  PID         -  LG0704
 LG0704  STATE/COUNTY-  NE/YORK
 LG0704  COUNTRY     -  US
 LG0704  USGS QUAD   -  YORK NORTH (2017)
 LG0704
 LG0704                         *CURRENT SURVEY CONTROL
 LG0704  ______________________________________________________________________
 LG0704* NAD 83(1986) POSITION- 40 55 07.     (N) 097 32 26.     (W)   SCALED
 LG0704* NAVD 88 ORTHO HEIGHT -   501.206 (meters)     1644.37  (feet) ADJUSTED
 LG0704  ______________________________________________________________________
 LG0704  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 LG0704  DYNAMIC HEIGHT  -        500.944 (meters)     1643.51  (feet) COMP
 LG0704  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 LG0704
 LG0704  VERT ORDER      -  SECOND    CLASS 0
 LG0704
 LG0704.The horizontal coordinates were scaled from a map and have
 LG0704.an estimated accuracy of +/- 6 seconds.
 LG0704
 LG0704.The orthometric height was determined by differential leveling and
 LG0704.adjusted by the NATIONAL GEODETIC SURVEY
 LG0704.in June 1991.
 LG0704
 LG0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0704.GEOID18 height accuracy estimate available here.
 LG0704
 LG0704.Click photographs - Photos may exist for this station.
 LG0704
 LG0704.The dynamic height is computed by dividing the NAVD 88
 LG0704.geopotential number by the normal gravity value computed on the
 LG0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0704.degrees latitude (g = 980.6199 gals.).
 LG0704
 LG0704.The modeled gravity was interpolated from observed gravity values.
 LG0704
 LG0704;                    North         East    Units  Estimated Accuracy
 LG0704;SPC NE       -   123,440.      707,090.      MT  (+/- 180 meters Scaled)
 LG0704
 LG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL228307(NAD 83)
 LG0704
 LG0704                          SUPERSEDED SURVEY CONTROL
 LG0704
 LG0704  NGVD 29 (??/??/92)  501.003  (m)         1643.71   (f) ADJ UNCH    2 0
 LG0704
 LG0704.Superseded values are not recommended for survey control.
 LG0704
 LG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0704.See file dsdata.pdf to determine how the superseded data were derived.
 LG0704
 LG0704_MARKER: DB = BENCH MARK DISK
 LG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0704_STAMPING: T 137 1935
 LG0704_MARK LOGO: CGS
 LG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0704+STABILITY: SURFACE MOTION
 LG0704
 LG0704  HISTORY     - Date     Condition        Report By
 LG0704  HISTORY     - 1935     MONUMENTED       CGS
 LG0704
 LG0704                          STATION DESCRIPTION
 LG0704
 LG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0704'4.3 MI NE FROM YORK.
 LG0704'4.3 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0704'WESTERN RAILWAY FROM THE HIGH SCHOOL AT YORK, YORK COUNTY,
 LG0704'23.5 FEET WEST OF THE OLD ROADBED, 12.4 FEET SOUTHEAST OF A
 LG0704'WATER PUMP, AND 2.9 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LG0704'PUMPING STATION.  A STANDARD DISK, STAMPED T 137 1935 AND SET
 LG0704'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0150 ***********************************************************************
 LH0150  DESIGNATION -  T 138
 LH0150  PID         -  LH0150
 LH0150  STATE/COUNTY-  NE/HALL
 LH0150  COUNTRY     -  US
 LH0150  USGS QUAD   -  GRAND ISLAND (2017)
 LH0150
 LH0150                         *CURRENT SURVEY CONTROL
 LH0150  ______________________________________________________________________
 LH0150* NAD 83(1986) POSITION- 40 55 14.     (N) 098 19 06.     (W)   SCALED
 LH0150* NAVD 88 ORTHO HEIGHT -   560.417 (meters)     1838.63  (feet) ADJUSTED
 LH0150  ______________________________________________________________________
 LH0150  GEOID HEIGHT    -        -25.102 (meters)                     GEOID18
 LH0150  DYNAMIC HEIGHT  -        560.121 (meters)     1837.66  (feet) COMP
 LH0150  MODELED GRAVITY -    980,079.2   (mgal)                       NAVD 88
 LH0150
 LH0150  VERT ORDER      -  SECOND    CLASS 0
 LH0150
 LH0150.The horizontal coordinates were scaled from a map and have
 LH0150.an estimated accuracy of +/- 6 seconds.
 LH0150
 LH0150.The orthometric height was determined by differential leveling and
 LH0150.adjusted by the NATIONAL GEODETIC SURVEY
 LH0150.in June 1991.
 LH0150
 LH0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0150.GEOID18 height accuracy estimate available here.
 LH0150
 LH0150.Click photographs - Photos may exist for this station.
 LH0150
 LH0150.The dynamic height is computed by dividing the NAVD 88
 LH0150.geopotential number by the normal gravity value computed on the
 LH0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0150.degrees latitude (g = 980.6199 gals.).
 LH0150
 LH0150.The modeled gravity was interpolated from observed gravity values.
 LH0150
 LH0150;                    North         East    Units  Estimated Accuracy
 LH0150;SPC NE       -   122,090.      641,610.      MT  (+/- 180 meters Scaled)
 LH0150
 LH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL573301(NAD 83)
 LH0150
 LH0150                          SUPERSEDED SURVEY CONTROL
 LH0150
 LH0150  NGVD 29 (??/??/92)  560.167  (m)         1837.81   (f) ADJ UNCH    2 0
 LH0150
 LH0150.Superseded values are not recommended for survey control.
 LH0150
 LH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0150.See file dsdata.pdf to determine how the superseded data were derived.
 LH0150
 LH0150_MARKER: DB = BENCH MARK DISK
 LH0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0150_STAMPING: T 138 1935
 LH0150_MARK LOGO: CGS
 LH0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0150+STABILITY: SURFACE MOTION
 LH0150
 LH0150  HISTORY     - Date     Condition        Report By
 LH0150  HISTORY     - 1935     MONUMENTED       CGS
 LH0150  HISTORY     - 1945     GOOD             CGS
 LH0150
 LH0150                          STATION DESCRIPTION
 LH0150
 LH0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0150'1.3 MI SE FROM GRAND ISLAND.
 LH0150'1.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0150'RAILROAD FROM THE STATION AT GRAND ISLAND, HALL COUNTY, 16-1/2
 LH0150'RAILS SOUTHEAST OF A ROAD CROSSING, 12 FEET WEST OF MILEPOST
 LH0150'95, AND 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD
 LH0150'DISK, STAMPED T 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LH0150
 LH0150                          STATION RECOVERY (1945)
 LH0150
 LH0150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LH0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0642 ***********************************************************************
 LG0642  DESIGNATION -  T 14
 LG0642  PID         -  LG0642
 LG0642  STATE/COUNTY-  NE/FILLMORE
 LG0642  COUNTRY     -  US
 LG0642  USGS QUAD   -  FAIRMONT (2017)
 LG0642
 LG0642                         *CURRENT SURVEY CONTROL
 LG0642  ______________________________________________________________________
 LG0642* NAD 83(1986) POSITION- 40 38 10.     (N) 097 34 51.     (W)   SCALED
 LG0642* NAVD 88 ORTHO HEIGHT -   500.487 (meters)     1642.01  (feet) ADJUSTED
 LG0642  ______________________________________________________________________
 LG0642  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 LG0642  DYNAMIC HEIGHT  -        500.213 (meters)     1641.12  (feet) COMP
 LG0642  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LG0642
 LG0642  VERT ORDER      -  FIRST     CLASS II
 LG0642
 LG0642.The horizontal coordinates were scaled from a map and have
 LG0642.an estimated accuracy of +/- 6 seconds.
 LG0642
 LG0642.The orthometric height was determined by differential leveling and
 LG0642.adjusted by the NATIONAL GEODETIC SURVEY
 LG0642.in May 1993.
 LG0642
 LG0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0642.GEOID18 height accuracy estimate available here.
 LG0642
 LG0642.Click photographs - Photos may exist for this station.
 LG0642
 LG0642.The dynamic height is computed by dividing the NAVD 88
 LG0642.geopotential number by the normal gravity value computed on the
 LG0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0642.degrees latitude (g = 980.6199 gals.).
 LG0642
 LG0642.The modeled gravity was interpolated from observed gravity values.
 LG0642
 LG0642;                    North         East    Units  Estimated Accuracy
 LG0642;SPC NE       -    91,990.      704,580.      MT  (+/- 180 meters Scaled)
 LG0642
 LG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK200993(NAD 83)
 LG0642
 LG0642                          SUPERSEDED SURVEY CONTROL
 LG0642
 LG0642  NAVD 88 (06/15/91)  500.502  (m)         1642.06   (f) SUPERSEDED  1 2
 LG0642  NGVD 29 (??/??/92)  500.326  (m)         1641.49   (f) ADJ UNCH    1 2
 LG0642
 LG0642.Superseded values are not recommended for survey control.
 LG0642
 LG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0642.See file dsdata.pdf to determine how the superseded data were derived.
 LG0642
 LG0642_MARKER: DB = BENCH MARK DISK
 LG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0642_STAMPING: T 14 1933 1641.421
 LG0642_MARK LOGO: CGS
 LG0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0642+STABILITY: SURFACE MOTION
 LG0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0642+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 LG0642
 LG0642  HISTORY     - Date     Condition        Report By
 LG0642  HISTORY     - 1933     MONUMENTED       CGS
 LG0642  HISTORY     - 1938     GOOD             CGS
 LG0642  HISTORY     - 19911007 GOOD             NGS
 LG0642  HISTORY     - 20150803 GOOD             NEGS
 LG0642
 LG0642                          STATION DESCRIPTION
 LG0642
 LG0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LG0642'AT FAIRMONT.
 LG0642'AT FAIRMONT, FILLMORE COUNTY, TWO BLOCKS EAST AND ONE BLOCK SOUTH
 LG0642'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT THE
 LG0642'NORTHWEST CORNER OF THE HIGH SCHOOL YARD, 12 FEET EAST OF THE
 LG0642'INTERSECTION OF TWO WALKS, 30 FEET EAST OF ONE CURB, AND 17 FEET
 LG0642'SOUTH OF ANOTHER CURB.  A STANDARD DISK, STAMPED 1641.421 T 14
 LG0642'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LG0642'ABOVE GROUND.
 LG0642
 LG0642                          STATION RECOVERY (1991)
 LG0642
 LG0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0642'IN FAIRMONT, AT THE INTERSECTION OF 9TH VIOLET AVENUE AND EAST MAIN
 LG0642'STREET, 24.1 M (79.1 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 LG0642'GYMNASIUM, 16.7 M (54.8 FT) EAST OF THE AVENUE CENTER, 10.3 M (33.8
 LG0642'FT) SOUTH OF THE STREET CENTER, 9.3 M (30.5 FT) NORTH OF THE
 LG0642'NORTHWEST CORNER OF THE FAIRMONT PUBLIC SCHOOL, 8.5 M (27.9 FT)
 LG0642'SOUTHWEST OF UTILITY POLE NUMBER 402 NE, 7.4 M (24.3 FT)
 LG0642'EAST-SOUTHEAST OF A FIRE HYDRANT, 3.9 M (12.8 FT) EAST OF THE EAST
 LG0642'EDGE OF A SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND
 LG0642'THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LG0642
 LG0642                          STATION RECOVERY (2015)
 LG0642
 LG0642'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (PS)
 LG0642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1080 ***********************************************************************
 MK1080  DESIGNATION -  T 140
 MK1080  PID         -  MK1080
 MK1080  STATE/COUNTY-  NE/CUMING
 MK1080  COUNTRY     -  US
 MK1080  USGS QUAD   -  BEEMER (2017)
 MK1080
 MK1080                         *CURRENT SURVEY CONTROL
 MK1080  ______________________________________________________________________
 MK1080* NAD 83(1986) POSITION- 41 54 29.     (N) 096 46 34.     (W)   SCALED
 MK1080* NAVD 88 ORTHO HEIGHT -   404.734 (meters)     1327.86  (feet) ADJUSTED
 MK1080  ______________________________________________________________________
 MK1080  GEOID HEIGHT    -        -25.343 (meters)                     GEOID18
 MK1080  DYNAMIC HEIGHT  -        404.582 (meters)     1327.37  (feet) COMP
 MK1080  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 MK1080
 MK1080  VERT ORDER      -  SECOND    CLASS 0
 MK1080
 MK1080.The horizontal coordinates were scaled from a map and have
 MK1080.an estimated accuracy of +/- 6 seconds.
 MK1080
 MK1080.The orthometric height was determined by differential leveling and
 MK1080.adjusted by the NATIONAL GEODETIC SURVEY
 MK1080.in June 1991.
 MK1080
 MK1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1080.GEOID18 height accuracy estimate available here.
 MK1080
 MK1080.Click photographs - Photos may exist for this station.
 MK1080
 MK1080.The dynamic height is computed by dividing the NAVD 88
 MK1080.geopotential number by the normal gravity value computed on the
 MK1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1080.degrees latitude (g = 980.6199 gals.).
 MK1080
 MK1080.The modeled gravity was interpolated from observed gravity values.
 MK1080
 MK1080;                    North         East    Units  Estimated Accuracy
 MK1080;SPC NE       -   235,330.      767,340.      MT  (+/- 180 meters Scaled)
 MK1080
 MK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM844419(NAD 83)
 MK1080
 MK1080                          SUPERSEDED SURVEY CONTROL
 MK1080
 MK1080  NGVD 29 (??/??/92)  404.583  (m)         1327.37   (f) ADJ UNCH    2 0
 MK1080
 MK1080.Superseded values are not recommended for survey control.
 MK1080
 MK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1080.See file dsdata.pdf to determine how the superseded data were derived.
 MK1080
 MK1080_MARKER: DB = BENCH MARK DISK
 MK1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1080_STAMPING: T 140 1935
 MK1080_MARK LOGO: CGS
 MK1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1080+STABILITY: SURFACE MOTION
 MK1080
 MK1080  HISTORY     - Date     Condition        Report By
 MK1080  HISTORY     - 1935     MONUMENTED       CGS
 MK1080  HISTORY     - 1965     POOR             CGS
 MK1080
 MK1080                          STATION DESCRIPTION
 MK1080
 MK1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1080'6 MI NW FROM WEST POINT.
 MK1080'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1080'AND PILGER, 246.5 FEET NORTH OF MILE POST NO. 43, 45.5 FEET
 MK1080'NORTH OF THE NORTH RAIL, 42.0 FEET SOUTHWEST OF THE CENTER
 MK1080'LINE OF U.S. HIGHWAY NO. 8.
 MK1080
 MK1080                          STATION RECOVERY (1965)
 MK1080
 MK1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1080'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0092 ***********************************************************************
 LH0092  DESIGNATION -  T 15
 LH0092  PID         -  LH0092
 LH0092  STATE/COUNTY-  NE/ADAMS
 LH0092  COUNTRY     -  US
 LH0092  USGS QUAD   -  HASTINGS EAST (2017)
 LH0092
 LH0092                         *CURRENT SURVEY CONTROL
 LH0092  ______________________________________________________________________
 LH0092* NAD 83(1986) POSITION- 40 35 07.2    (N) 098 21 14.7    (W)   HD_HELD2
 LH0092* NAVD 88 ORTHO HEIGHT -   580.002 (meters)     1902.89  (feet) ADJUSTED
 LH0092  ______________________________________________________________________
 LH0092  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 LH0092  DYNAMIC HEIGHT  -        579.680 (meters)     1901.83  (feet) COMP
 LH0092  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 LH0092
 LH0092  VERT ORDER      -  FIRST     CLASS II
 LH0092
 LH0092.The horizontal coordinates were established by autonomous hand held GPS
 LH0092.observations and have an estimated accuracy of +/- 10 meters.
 LH0092
 LH0092.The orthometric height was determined by differential leveling and
 LH0092.adjusted by the NATIONAL GEODETIC SURVEY
 LH0092.in June 1991.
 LH0092
 LH0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0092.GEOID18 height accuracy estimate available here.
 LH0092
 LH0092.Click photographs - Photos may exist for this station.
 LH0092
 LH0092.The dynamic height is computed by dividing the NAVD 88
 LH0092.geopotential number by the normal gravity value computed on the
 LH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0092.degrees latitude (g = 980.6199 gals.).
 LH0092
 LH0092.The modeled gravity was interpolated from observed gravity values.
 LH0092
 LH0092;                    North         East    Units  Estimated Accuracy
 LH0092;SPC NE       -    84,820.      639,306.      MT  (+/- 10 meters HH2 GPS)
 LH0092
 LH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5466192927(NAD 83)
 LH0092
 LH0092                          SUPERSEDED SURVEY CONTROL
 LH0092
 LH0092  NGVD 29 (??/??/92)  579.775  (m)         1902.15   (f) ADJ UNCH    1 2
 LH0092
 LH0092.Superseded values are not recommended for survey control.
 LH0092
 LH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0092.See file dsdata.pdf to determine how the superseded data were derived.
 LH0092
 LH0092_MARKER: DB = BENCH MARK DISK
 LH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0092_STAMPING: T 15 1933 1902.227
 LH0092_MARK LOGO: CGS
 LH0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0092+STABILITY: SURFACE MOTION
 LH0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0092+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LH0092
 LH0092  HISTORY     - Date     Condition        Report By
 LH0092  HISTORY     - 1933     MONUMENTED       CGS
 LH0092  HISTORY     - 1934     GOOD             CGS
 LH0092  HISTORY     - 19911006 GOOD             NGS
 LH0092  HISTORY     - 20010810 GOOD             NEDR
 LH0092  HISTORY     - 20080408 GOOD             JCLS
 LH0092
 LH0092                          STATION DESCRIPTION
 LH0092
 LH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0092'1.8 MI E FROM HASTINGS.
 LH0092'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0092'FROM THE STATION AT HASTINGS, ADAMS COUNTY, AT MILEAGE 154.4,
 LH0092'8-1/3 RAILS WEST OF A 36-INCH CONCRETE-PIPE CULVERT, AT A
 LH0092'ROAD CROSSING, 110 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH0092'37.6 FEET NORTH OF THE CENTERLINE OF THE TRACK, 78 FEET EAST OF
 LH0092'A FENCE CORNER, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 LH0092'FENCE.  A STANDARD DISK, STAMPED 1902.227 T 15 1933 AND SET
 LH0092'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LH0092
 LH0092                          STATION RECOVERY (1991)
 LH0092
 LH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0092'4.6 KM (2.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH0092'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.3 KM (0.20 MI) NORTHERLY
 LH0092'ALONG A PAVED ROAD, 31.8 M (104.3 FT) EAST OF THE ROAD CENTERLINE,
 LH0092'10.6 M (34.8 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LH0092'RAILROAD, 8.8 M (28.9 FT) SOUTH OF THE NEAR RAIL OF A SIDE TRACK, 1.6
 LH0092'M (5.2 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A
 LH0092'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 LH0092'GROUND SURFACE.
 LH0092
 LH0092                          STATION RECOVERY (2001)
 LH0092
 LH0092'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0092'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/CLAY
 LH0092'COUNTY LINE AND HIGHWAY 6, PROCEED WEST ALONG HIGHWAY 6 4.0 MILES (6.4
 LH0092'KM) TO A CROSSROADS.  THEN TURN RIGHT GOING NORTH DOWN ASPHALT ROAD
 LH0092'0.20 MILES (0.32 KM) TO THE BENCH MARK.
 LH0092
 LH0092                          STATION RECOVERY (2008)
 LH0092
 LH0092'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LH0092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0201 ***********************************************************************
 LJ0201  DESIGNATION -  T 158
 LJ0201  PID         -  LJ0201
 LJ0201  STATE/COUNTY-  NE/CHASE
 LJ0201  COUNTRY     -  US
 LJ0201  USGS QUAD   -  WAUNETA WEST (2017)
 LJ0201
 LJ0201                         *CURRENT SURVEY CONTROL
 LJ0201  ______________________________________________________________________
 LJ0201* NAD 83(1986) POSITION- 40 26 03.     (N) 101 29 14.     (W)   SCALED
 LJ0201* NAVD 88 ORTHO HEIGHT -   936.182 (meters)     3071.46  (feet) ADJUSTED
 LJ0201  ______________________________________________________________________
 LJ0201  GEOID HEIGHT    -        -22.513 (meters)                     GEOID18
 LJ0201  DYNAMIC HEIGHT  -        935.543 (meters)     3069.36  (feet) COMP
 LJ0201  MODELED GRAVITY -    979,910.5   (mgal)                       NAVD 88
 LJ0201
 LJ0201  VERT ORDER      -  SECOND    CLASS 0
 LJ0201
 LJ0201.The horizontal coordinates were scaled from a map and have
 LJ0201.an estimated accuracy of +/- 6 seconds.
 LJ0201
 LJ0201.The orthometric height was determined by differential leveling and
 LJ0201.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0201.in June 1991.
 LJ0201
 LJ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0201.GEOID18 height accuracy estimate available here.
 LJ0201
 LJ0201.Click photographs - Photos may exist for this station.
 LJ0201
 LJ0201.The dynamic height is computed by dividing the NAVD 88
 LJ0201.geopotential number by the normal gravity value computed on the
 LJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0201.degrees latitude (g = 980.6199 gals.).
 LJ0201
 LJ0201.The modeled gravity was interpolated from observed gravity values.
 LJ0201
 LJ0201;                    North         East    Units  Estimated Accuracy
 LJ0201;SPC NE       -    67,800.      373,840.      MT  (+/- 180 meters Scaled)
 LJ0201
 LJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK890789(NAD 83)
 LJ0201
 LJ0201                          SUPERSEDED SURVEY CONTROL
 LJ0201
 LJ0201  NGVD 29 (??/??/92)  935.806  (m)         3070.22   (f) ADJ UNCH    2 0
 LJ0201
 LJ0201.Superseded values are not recommended for survey control.
 LJ0201
 LJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0201.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0201
 LJ0201_MARKER: DB = BENCH MARK DISK
 LJ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0201_STAMPING: T 158 1934
 LJ0201_MARK LOGO: CGS
 LJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0201+STABILITY: SURFACE MOTION
 LJ0201
 LJ0201  HISTORY     - Date     Condition        Report By
 LJ0201  HISTORY     - 1934     MONUMENTED       CGS
 LJ0201
 LJ0201                          STATION DESCRIPTION
 LJ0201
 LJ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0201'2.8 MI E FROM ENDERS.
 LJ0201'2.8 MILES EAST OF RAILROAD STATION AT ENDERS, AT A CROSSING UNDER
 LJ0201'A PHONE LINE.  2 FEET NORTH OF PROPERTY LINE.  45 FEET SOUTH
 LJ0201'OF CROSSING OF ROAD AND CHICAGO, BURLINGTON AND QUINCY RAILROAD.
 LJ0201'1/2 MILE EAST OF FARM HOUSE.  MILEPOST 39.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0169 ***********************************************************************
 LJ0169  DESIGNATION -  T 159
 LJ0169  PID         -  LJ0169
 LJ0169  STATE/COUNTY-  NE/HAYES
 LJ0169  COUNTRY     -  US
 LJ0169  USGS QUAD   -  HAYES CENTER (2017)
 LJ0169
 LJ0169                         *CURRENT SURVEY CONTROL
 LJ0169  ______________________________________________________________________
 LJ0169* NAD 83(1986) POSITION- 40 30 41.     (N) 101 01 10.     (W)   SCALED
 LJ0169* NAVD 88 ORTHO HEIGHT -   932.676 (meters)     3059.95  (feet) ADJUSTED
 LJ0169  ______________________________________________________________________
 LJ0169  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 LJ0169  DYNAMIC HEIGHT  -        932.049 (meters)     3057.90  (feet) COMP
 LJ0169  MODELED GRAVITY -    979,921.7   (mgal)                       NAVD 88
 LJ0169
 LJ0169  VERT ORDER      -  SECOND    CLASS 0
 LJ0169
 LJ0169.The horizontal coordinates were scaled from a map and have
 LJ0169.an estimated accuracy of +/- 6 seconds.
 LJ0169
 LJ0169.The orthometric height was determined by differential leveling and
 LJ0169.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0169.in June 1991.
 LJ0169
 LJ0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0169.GEOID18 height accuracy estimate available here.
 LJ0169
 LJ0169.Click photographs - Photos may exist for this station.
 LJ0169
 LJ0169.The dynamic height is computed by dividing the NAVD 88
 LJ0169.geopotential number by the normal gravity value computed on the
 LJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0169.degrees latitude (g = 980.6199 gals.).
 LJ0169
 LJ0169.The modeled gravity was interpolated from observed gravity values.
 LJ0169
 LJ0169;                    North         East    Units  Estimated Accuracy
 LJ0169;SPC NE       -    75,790.      413,620.      MT  (+/- 180 meters Scaled)
 LJ0169
 LJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK289864(NAD 83)
 LJ0169
 LJ0169                          SUPERSEDED SURVEY CONTROL
 LJ0169
 LJ0169  NGVD 29 (??/??/92)  932.304  (m)         3058.73   (f) ADJ UNCH    2 0
 LJ0169
 LJ0169.Superseded values are not recommended for survey control.
 LJ0169
 LJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0169.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0169
 LJ0169_MARKER: DB = BENCH MARK DISK
 LJ0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0169_SP_SET: BUILDING WALL
 LJ0169_STAMPING: T 159 1934
 LJ0169_MARK LOGO: CGS
 LJ0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0169
 LJ0169  HISTORY     - Date     Condition        Report By
 LJ0169  HISTORY     - 1934     MONUMENTED       CGS
 LJ0169  HISTORY     - 1938     GOOD             CGS
 LJ0169
 LJ0169                          STATION DESCRIPTION
 LJ0169
 LJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0169'IN HAYES CENTER.
 LJ0169'IN THE NORTH WALL OF I.O.O.F. BUILDING.  LOCATED ABOUT 4 FEET ABOVE
 LJ0169'THE GROUND AT EAST END OF WALL, 1 FOOT WEST OF NORTHEAST CORNER OF
 LJ0169'BUILDING.  A STANDARD DISK SET VERTICALLY IN BRICK WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0662 ***********************************************************************
 ML0662  DESIGNATION -  T 16
 ML0662  PID         -  ML0662
 ML0662  STATE/COUNTY-  NE/CUSTER
 ML0662  COUNTRY     -  US
 ML0662  USGS QUAD   -  ANSLEY (2017)
 ML0662
 ML0662                         *CURRENT SURVEY CONTROL
 ML0662  ______________________________________________________________________
 ML0662* NAD 83(1986) POSITION- 41 17 29.     (N) 099 23 08.     (W)   SCALED
 ML0662* NAVD 88 ORTHO HEIGHT -   703.536 (meters)     2308.18  (feet) ADJUSTED
 ML0662  ______________________________________________________________________
 ML0662  GEOID HEIGHT    -        -23.313 (meters)                     GEOID18
 ML0662  DYNAMIC HEIGHT  -        703.163 (meters)     2306.96  (feet) COMP
 ML0662  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 ML0662
 ML0662  VERT ORDER      -  FIRST     CLASS II
 ML0662
 ML0662.The horizontal coordinates were scaled from a map and have
 ML0662.an estimated accuracy of +/- 6 seconds.
 ML0662
 ML0662.The orthometric height was determined by differential leveling and
 ML0662.adjusted by the NATIONAL GEODETIC SURVEY
 ML0662.in June 1991.
 ML0662
 ML0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0662.GEOID18 height accuracy estimate available here.
 ML0662
 ML0662.Click photographs - Photos may exist for this station.
 ML0662
 ML0662.The dynamic height is computed by dividing the NAVD 88
 ML0662.geopotential number by the normal gravity value computed on the
 ML0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0662.degrees latitude (g = 980.6199 gals.).
 ML0662
 ML0662.The modeled gravity was interpolated from observed gravity values.
 ML0662
 ML0662;                    North         East    Units  Estimated Accuracy
 ML0662;SPC NE       -   162,060.      551,450.      MT  (+/- 180 meters Scaled)
 ML0662
 ML0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677711(NAD 83)
 ML0662
 ML0662                          SUPERSEDED SURVEY CONTROL
 ML0662
 ML0662  NGVD 29 (??/??/92)  703.296  (m)         2307.40   (f) ADJ UNCH    1 2
 ML0662
 ML0662.Superseded values are not recommended for survey control.
 ML0662
 ML0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0662.See file dsdata.pdf to determine how the superseded data were derived.
 ML0662
 ML0662_MARKER: DB = BENCH MARK DISK
 ML0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0662_STAMPING: T 16 1933
 ML0662_MARK LOGO: CGS
 ML0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0662+STABILITY: SURFACE MOTION
 ML0662
 ML0662  HISTORY     - Date     Condition        Report By
 ML0662  HISTORY     - 1933     MONUMENTED       CGS
 ML0662  HISTORY     - 1968     GOOD             CGS
 ML0662  HISTORY     - 20100407 MARK NOT FOUND   NEGS
 ML0662
 ML0662                          STATION DESCRIPTION
 ML0662
 ML0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0662'AT ANSLEY.
 ML0662'AT ANSLEY, CUSTER COUNTY, ON U.S. HIGHWAY 183, AT A RIGHT-ANGLE
 ML0662'TURN LEADING NORTH, ABOUT 500 FEET NORTHWEST OF THE CHICAGO,
 ML0662'BURLINGTON AND QUINCY RAILROAD STATION, 94 FEET EAST OF THE
 ML0662'CENTER LINE OF THE TRACK, 75 FEET WEST OF THE CENTER LINE OF THE
 ML0662'HIGHWAY, 75 FEET SOUTHWEST OF A CONCRETE HIGHWAY CULVERT, 65 FEET
 ML0662'EAST OF THE NORTHEAST CORNER OF RAILROAD CAR-HOUSE 11, IN LINE
 ML0662'WITH A ROW OF POLES, AND 7 FEET SOUTH OF A POLE.  A STANDARD
 ML0662'DISK, STAMPED 2307.397 T 16 1933 AND SET IN THE TOP OF A CONCRETE
 ML0662'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  ALSO, TO REACH
 ML0662'FROM THE ROAD EAST OF THE RAILROAD DEPOT IN ANSLEY, GO NORTH ON
 ML0662'A GRAVELED ROAD WHICH RUNS ALONG THE EAST SIDE OF RAILROAD
 ML0662'TRACKS FOR 0.2 MILE TO THE MARK ON THE LEFT.
 ML0662
 ML0662                          STATION RECOVERY (2010)
 ML0662
 ML0662'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0662'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0270 ***********************************************************************
 LJ0270  DESIGNATION -  T 160
 LJ0270  PID         -  LJ0270
 LJ0270  STATE/COUNTY-  NE/CHASE
 LJ0270  COUNTRY     -  US
 LJ0270  USGS QUAD   -  IMPERIAL (2017)
 LJ0270
 LJ0270                         *CURRENT SURVEY CONTROL
 LJ0270  ______________________________________________________________________
 LJ0270* NAD 83(1986) POSITION- 40 35 50.     (N) 101 37 47.     (W)   SCALED
 LJ0270* NAVD 88 ORTHO HEIGHT -   976.047 (meters)     3202.25  (feet) ADJUSTED
 LJ0270  ______________________________________________________________________
 LJ0270  GEOID HEIGHT    -        -22.027 (meters)                     GEOID18
 LJ0270  DYNAMIC HEIGHT  -        975.388 (meters)     3200.09  (feet) COMP
 LJ0270  MODELED GRAVITY -    979,917.0   (mgal)                       NAVD 88
 LJ0270
 LJ0270  VERT ORDER      -  SECOND    CLASS 0
 LJ0270
 LJ0270.The horizontal coordinates were scaled from a map and have
 LJ0270.an estimated accuracy of +/- 6 seconds.
 LJ0270
 LJ0270.The orthometric height was determined by differential leveling and
 LJ0270.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0270.in June 1991.
 LJ0270
 LJ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0270.GEOID18 height accuracy estimate available here.
 LJ0270
 LJ0270.Click photographs - Photos may exist for this station.
 LJ0270
 LJ0270.The dynamic height is computed by dividing the NAVD 88
 LJ0270.geopotential number by the normal gravity value computed on the
 LJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0270.degrees latitude (g = 980.6199 gals.).
 LJ0270
 LJ0270.The modeled gravity was interpolated from observed gravity values.
 LJ0270
 LJ0270;                    North         East    Units  Estimated Accuracy
 LJ0270;SPC NE       -    86,110.      362,090.      MT  (+/- 180 meters Scaled)
 LJ0270
 LJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK774973(NAD 83)
 LJ0270
 LJ0270                          SUPERSEDED SURVEY CONTROL
 LJ0270
 LJ0270  NGVD 29 (??/??/92)  975.647  (m)         3200.94   (f) ADJ UNCH    2 0
 LJ0270
 LJ0270.Superseded values are not recommended for survey control.
 LJ0270
 LJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0270.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0270
 LJ0270_MARKER: DB = BENCH MARK DISK
 LJ0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0270_SP_SET: BRIDGE
 LJ0270_STAMPING: T 160 1934
 LJ0270_MARK LOGO: CGS
 LJ0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0270
 LJ0270  HISTORY     - Date     Condition        Report By
 LJ0270  HISTORY     - 1934     MONUMENTED       CGS
 LJ0270
 LJ0270                          STATION DESCRIPTION
 LJ0270
 LJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0270'7 MI N FROM IMPERIAL.
 LJ0270'7.0 MILES NORTH OF BURLINGTON STATION AT IMPERIAL, ON HIGHWAY
 LJ0270'61.  1/2 MILE NORTH OF A LARGE RANCH.  MARK IS IN THE SOUTHEAST
 LJ0270'WING WALL OF A HIGHWAY CONCRETE BRIDGE.  ON TOP OF AND IN THE
 LJ0270'CENTER OF THE WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0271 ***********************************************************************
 LJ0271  DESIGNATION -  T 160 RESET
 LJ0271  PID         -  LJ0271
 LJ0271  STATE/COUNTY-  NE/CHASE
 LJ0271  COUNTRY     -  US
 LJ0271  USGS QUAD   -  IMPERIAL (2017)
 LJ0271
 LJ0271                         *CURRENT SURVEY CONTROL
 LJ0271  ______________________________________________________________________
 LJ0271* NAD 83(1986) POSITION- 40 35 52.     (N) 101 37 47.     (W)   SCALED
 LJ0271* NAVD 88 ORTHO HEIGHT -   977.34  (meters)     3206.5   (feet) RESET
 LJ0271  ______________________________________________________________________
 LJ0271  GEOID HEIGHT    -        -22.026 (meters)                     GEOID18
 LJ0271  VERT ORDER      -  THIRD
 LJ0271
 LJ0271.The horizontal coordinates were scaled from a map and have
 LJ0271.an estimated accuracy of +/- 6 seconds.
 LJ0271
 LJ0271.The orthometric height was computed from unverified reset data.
 LJ0271
 LJ0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0271.GEOID18 height accuracy estimate available here.
 LJ0271
 LJ0271.Click photographs - Photos may exist for this station.
 LJ0271
 LJ0271;                    North         East    Units  Estimated Accuracy
 LJ0271;SPC NE       -    86,180.      362,090.      MT  (+/- 180 meters Scaled)
 LJ0271
 LJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK774974(NAD 83)
 LJ0271
 LJ0271                          SUPERSEDED SURVEY CONTROL
 LJ0271
 LJ0271  NGVD 29 (??/??/??)  976.94   (m)         3205.2    (f) RESET       3  
 LJ0271
 LJ0271.Superseded values are not recommended for survey control.
 LJ0271
 LJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0271.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0271
 LJ0271_MARKER: DB = BENCH MARK DISK
 LJ0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0271_SP_SET: BOX CULVERT HEADWALL
 LJ0271_STAMPING: T 160 RESET 1950
 LJ0271_MARK LOGO: CGS
 LJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0271+STABILITY: SURFACE MOTION
 LJ0271
 LJ0271  HISTORY     - Date     Condition        Report By
 LJ0271  HISTORY     - 1950     MONUMENTED       NEDR
 LJ0271
 LJ0271                          STATION DESCRIPTION
 LJ0271
 LJ0271'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 LJ0271'7 MI N FROM IMPERIAL.
 LJ0271'7.0 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0271'BURLINGTON AND QUINCY RAILROAD STATION AT IMPERIAL, 1/2 MILE
 LJ0271'NORTH OF A LARGE RANCH, AT A TRIPLE 10- BY 10-FOOT CONCRETE-BOX
 LJ0271'CULVERT, AND IN THE NORTH END OF THE EAST PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ7682 ***********************************************************************
 AJ7682  DESIGNATION -  T 160 RESET
 AJ7682  PID         -  AJ7682
 AJ7682  STATE/COUNTY-  NE/CHASE
 AJ7682  COUNTRY     -  US
 AJ7682  USGS QUAD   -  IMPERIAL (2017)
 AJ7682
 AJ7682                         *CURRENT SURVEY CONTROL
 AJ7682  ______________________________________________________________________
 AJ7682* NAD 83(1986) POSITION- 40 35 51.     (N) 101 37 48.     (W)   SCALED
 AJ7682* NAVD 88 ORTHO HEIGHT -   977.93  (meters)     3208.4   (feet) RESET
 AJ7682  ______________________________________________________________________
 AJ7682  GEOID HEIGHT    -        -22.026 (meters)                     GEOID18
 AJ7682  VERT ORDER      -  THIRD
 AJ7682
 AJ7682.The horizontal coordinates were scaled from a map and have
 AJ7682.an estimated accuracy of +/- 6 seconds.
 AJ7682
 AJ7682.The orthometric height was computed from unverified reset data.
 AJ7682
 AJ7682.No vertical observational check was made to the station.
 AJ7682
 AJ7682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7682.GEOID18 height accuracy estimate available here.
 AJ7682
 AJ7682.Click photographs - Photos may exist for this station.
 AJ7682
 AJ7682;                    North         East    Units  Estimated Accuracy
 AJ7682;SPC NE       -    86,150.      362,070.      MT  (+/- 180 meters Scaled)
 AJ7682
 AJ7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK774974(NAD 83)
 AJ7682
 AJ7682                          SUPERSEDED SURVEY CONTROL
 AJ7682
 AJ7682.No superseded survey control is available for this station.
 AJ7682
 AJ7682_MARKER: DV = VERTICAL CONTROL DISK
 AJ7682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7682_SP_SET: CULVERT HEADWALL
 AJ7682_STAMPING: T 160 RESET 2001
 AJ7682_MARK LOGO: NGS
 AJ7682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7682+STABILITY: SURFACE MOTION
 AJ7682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7682+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2019
 AJ7682
 AJ7682  HISTORY     - Date     Condition        Report By
 AJ7682  HISTORY     - 2001     MONUMENTED       NGS
 AJ7682  HISTORY     - 20190715 GOOD             NEGS
 AJ7682
 AJ7682                          STATION DESCRIPTION
 AJ7682
 AJ7682'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (PS)
 AJ7682'FROM THE JCT OF N-61 AND US 6 (NEAR THE SOUTHEST CORNER OF IMPERIAL
 AJ7682'NE) GO NORTH ON N-61 6.20 MILES (9.98 KM) TO THE BENCH MARK ON THE
 AJ7682'LEFT (WEST) SIDE OF N-61 AT A FARM DRIVE LEADING WEST, 2.7 FEET (0.8
 AJ7682'M) SOUTHEAST OF A BRACE POST, 26.0 FEET (7.9 M) NORTH OF THE FARM
 AJ7682'DRIVE LEADING WEST, AND 2.58 FEET (0.79 M) EAST OF THE CARSONITE
 AJ7682'WITNESS POST.  MARK IS ON 1.0 FOOT (0.3 M) BELOW GROUND LEVEL.
 AJ7682
 AJ7682                          STATION RECOVERY (2019)
 AJ7682
 AJ7682'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 AJ7682'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND NEBRASKA HIGHWAY
 AJ7682'61 IN IMPERIAL, NE. GO NORTH ON NE. HIGHWAY 61 APPROXIMATELY 6.14 MI
 AJ7682'(9.88 KM) TO MILE POST 46.36.  THE MARK IS LOCATED ON THE LEFT (WEST)
 AJ7682'IN THE NORTHWEST CORNER OF THE INTERSECTION OF NE. HIGHWAY 61 AND A
 AJ7682'PRIVATE FARM DRIVE.  THE MARK IS APPROXIMATELY 1 MI (1.6 KM) SOUTH OF
 AJ7682'COUNTY ROAD 744, 82.2 FT (25.1 M) WEST OF THE CENTERLINE OF NE.
 AJ7682'HIGHWAY 61, 27.3 FT (8.3 M) NORTH OF THE CENTERLINE OF FARM DRIVE
 AJ7682'(WEST), 52.5 FT (16.0 M) NORTH OF A ROW MARKER, 2.5 FT (0.8 M) EAST OF
 AJ7682'A STEEL WITNESS POST, 2.55 FT (0.8 M) EAST OF A FIBERGLASS WITNESS
 AJ7682'POST AND 2.7 FT (0.8 M) EAST-SOUTHEAST FROM A BRACE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0158 ***********************************************************************
 LJ0158  DESIGNATION -  T 161
 LJ0158  PID         -  LJ0158
 LJ0158  STATE/COUNTY-  NE/PERKINS
 LJ0158  COUNTRY     -  US
 LJ0158  USGS QUAD   -  ELSIE (2017)
 LJ0158
 LJ0158                         *CURRENT SURVEY CONTROL
 LJ0158  ______________________________________________________________________
 LJ0158* NAD 83(1986) POSITION- 40 50 53.     (N) 101 25 51.     (W)   SCALED
 LJ0158* NAVD 88 ORTHO HEIGHT -  1020.746 (meters)     3348.90  (feet) ADJUSTED
 LJ0158  ______________________________________________________________________
 LJ0158  GEOID HEIGHT    -        -21.870 (meters)                     GEOID18
 LJ0158  DYNAMIC HEIGHT  -       1020.073 (meters)     3346.69  (feet) COMP
 LJ0158  MODELED GRAVITY -    979,930.6   (mgal)                       NAVD 88
 LJ0158
 LJ0158  VERT ORDER      -  SECOND    CLASS 0
 LJ0158
 LJ0158.The horizontal coordinates were scaled from a map and have
 LJ0158.an estimated accuracy of +/- 6 seconds.
 LJ0158
 LJ0158.The orthometric height was determined by differential leveling and
 LJ0158.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0158.in June 1991.
 LJ0158
 LJ0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0158.GEOID18 height accuracy estimate available here.
 LJ0158
 LJ0158.Click photographs - Photos may exist for this station.
 LJ0158
 LJ0158.The dynamic height is computed by dividing the NAVD 88
 LJ0158.geopotential number by the normal gravity value computed on the
 LJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0158.degrees latitude (g = 980.6199 gals.).
 LJ0158
 LJ0158.The modeled gravity was interpolated from observed gravity values.
 LJ0158
 LJ0158;                    North         East    Units  Estimated Accuracy
 LJ0158;SPC NE       -   113,660.      379,380.      MT  (+/- 180 meters Scaled)
 LJ0158
 LJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL950247(NAD 83)
 LJ0158
 LJ0158                          SUPERSEDED SURVEY CONTROL
 LJ0158
 LJ0158  NGVD 29 (??/??/92) 1020.336  (m)         3347.55   (f) ADJ UNCH    2 0
 LJ0158
 LJ0158.Superseded values are not recommended for survey control.
 LJ0158
 LJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0158.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0158
 LJ0158_MARKER: DB = BENCH MARK DISK
 LJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0158_STAMPING: T 161 1934
 LJ0158_MARK LOGO: CGS
 LJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0158+STABILITY: SURFACE MOTION
 LJ0158
 LJ0158  HISTORY     - Date     Condition        Report By
 LJ0158  HISTORY     - 1934     MONUMENTED       CGS
 LJ0158  HISTORY     - 1941     GOOD             CGS
 LJ0158
 LJ0158                          STATION DESCRIPTION
 LJ0158
 LJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0158'2.2 MI W FROM ELSIE.
 LJ0158'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0158'FROM THE STATION AT ELSIE, PERKINS COUNTY, 12 POLES EAST OF A ROAD
 LJ0158'CROSSING, 69 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, 48
 LJ0158'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 35 FEET SOUTHWEST OF
 LJ0158'A TELEPHONE POLE.  A STANDARD DISK, STAMPED T 161 1934 AND SET IN
 LJ0158'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0178 ***********************************************************************
 LJ0178  DESIGNATION -  T 162
 LJ0178  PID         -  LJ0178
 LJ0178  STATE/COUNTY-  NE/HAYES
 LJ0178  COUNTRY     -  US
 LJ0178  USGS QUAD   -  HAYES CENTER NW (2017)
 LJ0178
 LJ0178                         *CURRENT SURVEY CONTROL
 LJ0178  ______________________________________________________________________
 LJ0178* NAD 83(1986) POSITION- 40 38 21.     (N) 101 11 37.     (W)   SCALED
 LJ0178* NAVD 88 ORTHO HEIGHT -   982.777 (meters)     3224.33  (feet) ADJUSTED
 LJ0178  ______________________________________________________________________
 LJ0178  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 LJ0178  DYNAMIC HEIGHT  -        982.124 (meters)     3222.19  (feet) COMP
 LJ0178  MODELED GRAVITY -    979,927.3   (mgal)                       NAVD 88
 LJ0178
 LJ0178  VERT ORDER      -  SECOND    CLASS 0
 LJ0178
 LJ0178.The horizontal coordinates were scaled from a map and have
 LJ0178.an estimated accuracy of +/- 6 seconds.
 LJ0178
 LJ0178.The orthometric height was determined by differential leveling and
 LJ0178.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0178.in June 1991.
 LJ0178
 LJ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0178.GEOID18 height accuracy estimate available here.
 LJ0178
 LJ0178.Click photographs - Photos may exist for this station.
 LJ0178
 LJ0178.The dynamic height is computed by dividing the NAVD 88
 LJ0178.geopotential number by the normal gravity value computed on the
 LJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0178.degrees latitude (g = 980.6199 gals.).
 LJ0178
 LJ0178.The modeled gravity was interpolated from observed gravity values.
 LJ0178
 LJ0178;                    North         East    Units  Estimated Accuracy
 LJ0178;SPC NE       -    90,170.      399,060.      MT  (+/- 180 meters Scaled)
 LJ0178
 LJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL145010(NAD 83)
 LJ0178
 LJ0178                          SUPERSEDED SURVEY CONTROL
 LJ0178
 LJ0178  NGVD 29 (??/??/92)  982.385  (m)         3223.04   (f) ADJ UNCH    2 0
 LJ0178
 LJ0178.Superseded values are not recommended for survey control.
 LJ0178
 LJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0178.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0178
 LJ0178_MARKER: DB = BENCH MARK DISK
 LJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0178_STAMPING: T 162 1934
 LJ0178_MARK LOGO: CGS
 LJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0178+STABILITY: SURFACE MOTION
 LJ0178
 LJ0178  HISTORY     - Date     Condition        Report By
 LJ0178  HISTORY     - 1934     MONUMENTED       CGS
 LJ0178  HISTORY     - 1938     GOOD             CGS
 LJ0178  HISTORY     - 1973     POOR             NGS
 LJ0178
 LJ0178                          STATION DESCRIPTION
 LJ0178
 LJ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0178'17.4 MI NW FROM HAYES CENTER.
 LJ0178'ALONG STATE HWY. 17 ON THE OUTSIDE OF A LONG CURVE, 1/4 MILE EAST
 LJ0178'OF A FARM HOUSE, 27 FEET EAST OF THE CENTERLINE OF HWY.  A STANDARD
 LJ0178'DISK SET IN TOP OF A CONCRETE POST.
 LJ0178
 LJ0178                          STATION RECOVERY (1973)
 LJ0178
 LJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0178'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0301 ***********************************************************************
 LH0301  DESIGNATION -  T 163
 LH0301  PID         -  LH0301
 LH0301  STATE/COUNTY-  NE/NUCKOLLS
 LH0301  COUNTRY     -  US
 LH0301  USGS QUAD   -  SUPERIOR (2017)
 LH0301
 LH0301                         *CURRENT SURVEY CONTROL
 LH0301  ______________________________________________________________________
 LH0301* NAD 83(1986) POSITION- 40 01 01.     (N) 098 01 22.     (W)   SCALED
 LH0301* NAVD 88 ORTHO HEIGHT -   477.834 (meters)     1567.69  (feet) ADJUSTED
 LH0301  ______________________________________________________________________
 LH0301  GEOID HEIGHT    -        -26.138 (meters)                     GEOID18
 LH0301  DYNAMIC HEIGHT  -        477.557 (meters)     1566.78  (feet) COMP
 LH0301  MODELED GRAVITY -    980,029.6   (mgal)                       NAVD 88
 LH0301
 LH0301  VERT ORDER      -  FIRST     CLASS II
 LH0301
 LH0301.The horizontal coordinates were scaled from a map and have
 LH0301.an estimated accuracy of +/- 6 seconds.
 LH0301
 LH0301.The orthometric height was determined by differential leveling and
 LH0301.adjusted by the NATIONAL GEODETIC SURVEY
 LH0301.in June 1991.
 LH0301
 LH0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0301.GEOID18 height accuracy estimate available here.
 LH0301
 LH0301.Click photographs - Photos may exist for this station.
 LH0301
 LH0301.The dynamic height is computed by dividing the NAVD 88
 LH0301.geopotential number by the normal gravity value computed on the
 LH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0301.degrees latitude (g = 980.6199 gals.).
 LH0301
 LH0301.The modeled gravity was interpolated from observed gravity values.
 LH0301
 LH0301;                    North         East    Units  Estimated Accuracy
 LH0301;SPC NE       -    22,320.      668,790.      MT  (+/- 180 meters Scaled)
 LH0301
 LH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK833300(NAD 83)
 LH0301
 LH0301                          SUPERSEDED SURVEY CONTROL
 LH0301
 LH0301  NGVD 29 (??/??/92)  477.662  (m)         1567.13   (f) ADJ UNCH    1 2
 LH0301
 LH0301.Superseded values are not recommended for survey control.
 LH0301
 LH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0301.See file dsdata.pdf to determine how the superseded data were derived.
 LH0301
 LH0301_MARKER: DB = BENCH MARK DISK
 LH0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0301_SP_SET: BRIDGE
 LH0301_STAMPING: T 163 1934
 LH0301_MARK LOGO: CGS
 LH0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0301
 LH0301  HISTORY     - Date     Condition        Report By
 LH0301  HISTORY     - 1934     MONUMENTED       CGS
 LH0301  HISTORY     - 1947     GOOD             CGS
 LH0301
 LH0301                          STATION DESCRIPTION
 LH0301
 LH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0301'2.5 MI E FROM SUPERIOR.
 LH0301'ABOUT 2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0301'RAILROAD FROM THE STATION AT SUPERIOR, ABOUT 3 POLES EAST OF
 LH0301'MILEPOST 168, AT A CONCRETE BRIDGE ON STATE HIGHWAY 3 S.  SET IN
 LH0301'THE TOP OF THE SOUTH HEADWALL.  NOTE-- THE STATE HIGHWAY NO. 3 S
 LH0301'AS MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW LCOATED ON THE
 LH0301'NORTH SIDE OF THE TRACK.  THE MARK IS LOCATED ON THE SOUTH SIDE
 LH0301'OF THE TRACK WHERE THE OLD HIGHWAY WAS LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0686 ***********************************************************************
 LH0686  DESIGNATION -  T 164
 LH0686  PID         -  LH0686
 LH0686  STATE/COUNTY-  NE/KEARNEY
 LH0686  COUNTRY     -  US
 LH0686  USGS QUAD   -  AXTELL WEST (2017)
 LH0686
 LH0686                         *CURRENT SURVEY CONTROL
 LH0686  ______________________________________________________________________
 LH0686* NAD 83(1986) POSITION- 40 28 22.19   (N) 099 09 40.55   (W)   HD_HELD1
 LH0686* NAVD 88 ORTHO HEIGHT -   680.041 (meters)     2231.10  (feet) ADJUSTED
 LH0686  ______________________________________________________________________
 LH0686  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 LH0686  DYNAMIC HEIGHT  -        679.626 (meters)     2229.74  (feet) COMP
 LH0686  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 LH0686
 LH0686  VERT ORDER      -  SECOND    CLASS 0
 LH0686
 LH0686.The horizontal coordinates were determined by differentially corrected
 LH0686.hand held GPS observations or other comparable positioning techniques
 LH0686.and have an estimated accuracy of +/- 3 meters.
 LH0686
 LH0686.The orthometric height was determined by differential leveling and
 LH0686.adjusted by the NATIONAL GEODETIC SURVEY
 LH0686.in June 1991.
 LH0686
 LH0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0686.GEOID18 height accuracy estimate available here.
 LH0686
 LH0686.Click photographs - Photos may exist for this station.
 LH0686
 LH0686.The dynamic height is computed by dividing the NAVD 88
 LH0686.geopotential number by the normal gravity value computed on the
 LH0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0686.degrees latitude (g = 980.6199 gals.).
 LH0686
 LH0686.The modeled gravity was interpolated from observed gravity values.
 LH0686
 LH0686;                    North         East    Units  Estimated Accuracy
 LH0686;SPC NE       -    71,348.9     571,112.5     MT  (+/- 3 meters HH1 GPS) 
 LH0686
 LH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8632980251(NAD 83)
 LH0686
 LH0686                          SUPERSEDED SURVEY CONTROL
 LH0686
 LH0686  NGVD 29 (??/??/92)  679.767  (m)         2230.20   (f) ADJ UNCH    2 0
 LH0686
 LH0686.Superseded values are not recommended for survey control.
 LH0686
 LH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0686.See file dsdata.pdf to determine how the superseded data were derived.
 LH0686
 LH0686_MARKER: DB = BENCH MARK DISK
 LH0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0686_STAMPING: T 164 1934
 LH0686_MARK LOGO: CGS
 LH0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0686+STABILITY: SURFACE MOTION
 LH0686
 LH0686  HISTORY     - Date     Condition        Report By
 LH0686  HISTORY     - 1934     MONUMENTED       CGS
 LH0686  HISTORY     - 1941     GOOD             CGS
 LH0686  HISTORY     - 1964     GOOD             CGS
 LH0686  HISTORY     - 20181105 GOOD             NEDR
 LH0686
 LH0686                          STATION DESCRIPTION
 LH0686
 LH0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0686'2 MI W FROM AXTELL.
 LH0686'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0686'FROM THE ROAD CROSSING ONE BLOCK EAST OF THE STATION AT AXTELL,
 LH0686'KEARNEY COUNTY, 3 RAILS WEST OF A ROAD CROSSING, 39 FEET SOUTH
 LH0686'OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 LH0686'A STANDARD DISK, STAMPED T 164 1934 AND SET IN THE TOP OF A
 LH0686'CONCRETE POST.
 LH0686
 LH0686                          STATION RECOVERY (1964)
 LH0686
 LH0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH0686'RECOVERED IN GOOD CONDITION.
 LH0686
 LH0686                          STATION RECOVERY (2018)
 LH0686
 LH0686'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2018 (KO)
 LH0686'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND MAIN STREET IN
 LH0686'AXTELL, NEBRASKA, GO WEST ON U.S. HIGHWAY 6 APPROXIMATELY 1.84 MI
 LH0686'(2.96 KM) TO THE INTERSECTION OF U.S. HIGHWAY 6 AND COUNTY ROAD 21.
 LH0686'TURN LEFT (SOUTH) ON COUNTY ROAD 21 AND GO APPROXIMATELY 135 FT (O.O3
 LH0686'MILE) TO THE STATION ON THE RIGHT (WEST) AS YOU CROSS THE RAILROAD
 LH0686'TRACKS.  THE MARK IS APPROXIMATELY 135 FT (41.1 M) SOUTH OF THE
 LH0686'CENTERLINE OF U.S. HIGHWAY 6 AND 100 FT (30.5 M) WEST OF COUNTY ROAD
 LH0686'21.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0028 ***********************************************************************
 LJ0028  DESIGNATION -  T 165 RESET
 LJ0028  PID         -  LJ0028
 LJ0028  STATE/COUNTY-  NE/FRONTIER
 LJ0028  COUNTRY     -  US
 LJ0028  USGS QUAD   -  EUSTIS (2017)
 LJ0028
 LJ0028                         *CURRENT SURVEY CONTROL
 LJ0028  ______________________________________________________________________
 LJ0028* NAD 83(1986) POSITION- 40 40 46.     (N) 100 07 28.     (W)   SCALED
 LJ0028* NAVD 88 ORTHO HEIGHT -   816.80  (meters)     2679.8   (feet) RESET
 LJ0028  ______________________________________________________________________
 LJ0028  GEOID HEIGHT    -        -23.659 (meters)                     GEOID18
 LJ0028  VERT ORDER      -  THIRD
 LJ0028
 LJ0028.The horizontal coordinates were scaled from a map and have
 LJ0028.an estimated accuracy of +/- 6 seconds.
 LJ0028
 LJ0028.The orthometric height was computed from unverified reset data.
 LJ0028
 LJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0028.GEOID18 height accuracy estimate available here.
 LJ0028
 LJ0028.Click photographs - Photos may exist for this station.
 LJ0028
 LJ0028;                    North         East    Units  Estimated Accuracy
 LJ0028;SPC NE       -    93,950.      489,480.      MT  (+/- 180 meters Scaled)
 LJ0028
 LJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML049037(NAD 83)
 LJ0028
 LJ0028                          SUPERSEDED SURVEY CONTROL
 LJ0028
 LJ0028  NGVD 29 (??/??/??)  816.47   (m)         2678.7    (f) RESET       3  
 LJ0028
 LJ0028.Superseded values are not recommended for survey control.
 LJ0028
 LJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0028.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0028
 LJ0028_MARKER: DB = BENCH MARK DISK
 LJ0028_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LJ0028_SP_SET: CURB
 LJ0028_STAMPING: T 165 RESET 1962
 LJ0028_MARK LOGO: CGS
 LJ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0028
 LJ0028  HISTORY     - Date     Condition        Report By
 LJ0028  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0028
 LJ0028                          STATION DESCRIPTION
 LJ0028
 LJ0028'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0028'5.2 MI E FROM FARNAM.
 LJ0028'5.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0028'FROM THE STATION AT FARNAM, DAWSON COUNTY, 3 POLES EAST OF
 LJ0028'MILEPOST 45, 150 FEET NORTH OF RAILROAD BRIDGE 44.89, AT THE
 LJ0028'NORTHWEST CORNER OF A BRIDGE ON STATE HIGHWAY 23, AND SET IN
 LJ0028'THE CONCRETE CURB.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0750 ***********************************************************************
 LH0750  DESIGNATION -  T 166 RESET
 LH0750  PID         -  LH0750
 LH0750  STATE/COUNTY-  NE/HARLAN
 LH0750  COUNTRY     -  US
 LH0750  USGS QUAD   -  STAMFORD (2017)
 LH0750
 LH0750                         *CURRENT SURVEY CONTROL
 LH0750  ______________________________________________________________________
 LH0750* NAD 83(1986) POSITION- 40 11 26.     (N) 099 31 40.     (W)   SCALED
 LH0750* NAVD 88 ORTHO HEIGHT -   618.02  (meters)     2027.6   (feet) RESET
 LH0750  ______________________________________________________________________
 LH0750  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 LH0750  VERT ORDER      -  THIRD
 LH0750
 LH0750.The horizontal coordinates were scaled from a map and have
 LH0750.an estimated accuracy of +/- 6 seconds.
 LH0750
 LH0750.The orthometric height was computed from unverified reset data.
 LH0750
 LH0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0750.GEOID18 height accuracy estimate available here.
 LH0750
 LH0750.Click photographs - Photos may exist for this station.
 LH0750
 LH0750;                    North         East    Units  Estimated Accuracy
 LH0750;SPC NE       -    39,770.      540,210.      MT  (+/- 180 meters Scaled)
 LH0750
 LH0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK550490(NAD 83)
 LH0750
 LH0750                          SUPERSEDED SURVEY CONTROL
 LH0750
 LH0750  NGVD 29 (??/??/??)  617.77   (m)         2026.8    (f) RESET       3  
 LH0750
 LH0750.Superseded values are not recommended for survey control.
 LH0750
 LH0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0750.See file dsdata.pdf to determine how the superseded data were derived.
 LH0750
 LH0750_MARKER: DB = BENCH MARK DISK
 LH0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0750_STAMPING: T 166 RESET 1941
 LH0750_MARK LOGO: CGS
 LH0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0750+STABILITY: SURFACE MOTION
 LH0750
 LH0750  HISTORY     - Date     Condition        Report By
 LH0750  HISTORY     - 1941     MONUMENTED       CGS
 LH0750  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0750
 LH0750                          STATION DESCRIPTION
 LH0750
 LH0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0750'AT CARTER.
 LH0750'AT CARTER, HARLAN COUNTY, ON THE CHICAGO, BURLINGTON AND
 LH0750'QUINCY RAILROAD, THREE POLES NORTHEAST OF THE STATION, 44 FEET
 LH0750'NORTHEAST OF A DOUBLE-PIPE CULVERT, AND 20.4 FEET NORTHEAST
 LH0750'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK.  A STANDARD
 LH0750'DISK, STAMPED T 166 RESET 1941 AND SET IN THE TOP OF A CONCRETE
 LH0750'POST.
 LH0750
 LH0750                          STATION RECOVERY (1957)
 LH0750
 LH0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0750'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0555 ***********************************************************************
 LG0555  DESIGNATION -  T 167
 LG0555  PID         -  LG0555
 LG0555  STATE/COUNTY-  NE/JEFFERSON
 LG0555  COUNTRY     -  US
 LG0555  USGS QUAD   -  JANSEN (2017)
 LG0555
 LG0555                         *CURRENT SURVEY CONTROL
 LG0555  ______________________________________________________________________
 LG0555* NAD 83(1986) POSITION- 40 10 01.35   (N) 097 07 26.36   (W)   HD_HELD1
 LG0555* NAVD 88 ORTHO HEIGHT -   442.185 (meters)     1450.74  (feet) ADJUSTED
 LG0555  ______________________________________________________________________
 LG0555  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 LG0555  DYNAMIC HEIGHT  -        441.935 (meters)     1449.92  (feet) COMP
 LG0555  MODELED GRAVITY -    980,047.7   (mgal)                       NAVD 88
 LG0555
 LG0555  VERT ORDER      -  SECOND    CLASS 0
 LG0555
 LG0555.The horizontal coordinates were determined by differentially corrected
 LG0555.hand held GPS observations or other comparable positioning techniques
 LG0555.and have an estimated accuracy of +/- 3 meters.
 LG0555
 LG0555.The orthometric height was determined by differential leveling and
 LG0555.adjusted by the NATIONAL GEODETIC SURVEY
 LG0555.in June 1991.
 LG0555
 LG0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0555.GEOID18 height accuracy estimate available here.
 LG0555
 LG0555.Click photographs - Photos may exist for this station.
 LG0555
 LG0555.The dynamic height is computed by dividing the NAVD 88
 LG0555.geopotential number by the normal gravity value computed on the
 LG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0555.degrees latitude (g = 980.6199 gals.).
 LG0555
 LG0555.The modeled gravity was interpolated from observed gravity values.
 LG0555
 LG0555;                    North         East    Units  Estimated Accuracy
 LG0555;SPC NE       -    41,127.4     744,931.5     MT  (+/- 3 meters HH1 GPS) 
 LG0555
 LG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5974947984(NAD 83)
 LG0555
 LG0555                          SUPERSEDED SURVEY CONTROL
 LG0555
 LG0555  NGVD 29 (??/??/92)  442.035  (m)         1450.24   (f) ADJ UNCH    2 0
 LG0555
 LG0555.Superseded values are not recommended for survey control.
 LG0555
 LG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0555.See file dsdata.pdf to determine how the superseded data were derived.
 LG0555
 LG0555_MARKER: DB = BENCH MARK DISK
 LG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0555_STAMPING: T 167 1934
 LG0555_MARK LOGO: CGS
 LG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0555+STABILITY: SURFACE MOTION
 LG0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0555+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 LG0555
 LG0555  HISTORY     - Date     Condition        Report By
 LG0555  HISTORY     - 1934     MONUMENTED       CGS
 LG0555  HISTORY     - 1963     GOOD             CGS
 LG0555  HISTORY     - 20140618 GOOD             INDIV
 LG0555
 LG0555                          STATION DESCRIPTION
 LG0555
 LG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0555'2.3 MI W FROM JANSEN.
 LG0555'2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0555'RAILROAD FROM THE STATION AT JANSEN, JEFFERSON COUNTY, AT
 LG0555'MILEAGE C 151.60, 49 FEET EAST OF A ROAD CROSSING, 38 FEET
 LG0555'SOUTH OF THE CENTERLINE OF THE TRACK, AND ON A PROPERTY LINE.
 LG0555'A STANDARD DISK, STAMPED T 167 1934 AND SET IN THE TOP OF A
 LG0555'CONCRETE POST.
 LG0555
 LG0555                          STATION RECOVERY (1963)
 LG0555
 LG0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0555'RECOVERED IN GOOD CONDITION.
 LG0555
 LG0555                          STATION RECOVERY (2014)
 LG0555
 LG0555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 LG0555'FOUND MARK FLUSH IN GOOD CONDITION,NORTH 40.4 FEET TO SOUTH RAIL OF
 LG0555'SINGLE TRACK, SOUTH 0.9 FEET TO BOTTOM OF ORANGE CARSONITE WITNESS,
 LG0555'WEST 42.5 FEET TO CENTERLINE COUNTY ROAD 571 AVE. PUT REBAR ON
 LG0555'NORTHSIDE OF MARK. LAT.40 10 01.0 LONG. 097 07 26.8  GPSABLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0337 ***********************************************************************
 LH0337  DESIGNATION -  T 168
 LH0337  PID         -  LH0337
 LH0337  STATE/COUNTY-  NE/ADAMS
 LH0337  COUNTRY     -  US
 LH0337  USGS QUAD   -  ROSELAND (2017)
 LH0337
 LH0337                         *CURRENT SURVEY CONTROL
 LH0337  ______________________________________________________________________
 LH0337* NAD 83(1986) POSITION- 40 28 11.     (N) 098 34 22.     (W)   SCALED
 LH0337* NAVD 88 ORTHO HEIGHT -   599.482 (meters)     1966.80  (feet) ADJUSTED
 LH0337  ______________________________________________________________________
 LH0337  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 LH0337  DYNAMIC HEIGHT  -        599.137 (meters)     1965.67  (feet) COMP
 LH0337  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 LH0337
 LH0337  VERT ORDER      -  SECOND    CLASS 0
 LH0337
 LH0337.The horizontal coordinates were scaled from a map and have
 LH0337.an estimated accuracy of +/- 6 seconds.
 LH0337
 LH0337.The orthometric height was determined by differential leveling and
 LH0337.adjusted by the NATIONAL GEODETIC SURVEY
 LH0337.in June 1991.
 LH0337
 LH0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0337.GEOID18 height accuracy estimate available here.
 LH0337
 LH0337.Click photographs - Photos may exist for this station.
 LH0337
 LH0337.The dynamic height is computed by dividing the NAVD 88
 LH0337.geopotential number by the normal gravity value computed on the
 LH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0337.degrees latitude (g = 980.6199 gals.).
 LH0337
 LH0337.The modeled gravity was interpolated from observed gravity values.
 LH0337
 LH0337;                    North         East    Units  Estimated Accuracy
 LH0337;SPC NE       -    71,660.      621,010.      MT  (+/- 180 meters Scaled)
 LH0337
 LH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK362799(NAD 83)
 LH0337
 LH0337                          SUPERSEDED SURVEY CONTROL
 LH0337
 LH0337  NGVD 29 (??/??/92)  599.248  (m)         1966.03   (f) ADJ UNCH    2 0
 LH0337
 LH0337.Superseded values are not recommended for survey control.
 LH0337
 LH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0337.See file dsdata.pdf to determine how the superseded data were derived.
 LH0337
 LH0337_MARKER: DB = BENCH MARK DISK
 LH0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0337_STAMPING: T 168 1934
 LH0337_MARK LOGO: CGS
 LH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0337+STABILITY: SURFACE MOTION
 LH0337
 LH0337  HISTORY     - Date     Condition        Report By
 LH0337  HISTORY     - 1934     MONUMENTED       CGS
 LH0337  HISTORY     - 1941     GOOD             CGS
 LH0337
 LH0337                          STATION DESCRIPTION
 LH0337
 LH0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0337'0.7 MI W FROM ROSELAND.
 LH0337'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0337'FROM THE STATION AT ROSELAND, ADAMS COUNTY, 4 RAILS WEST OF A
 LH0337'SECTIONLINE ROAD CROSSING, AND 42 FEET NORTH OF THE CENTERLINE
 LH0337'OF THE TRACK.  A STANDARD DISK, STAMPED T 168 1934 AND SET IN
 LH0337'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0378 ***********************************************************************
 LH0378  DESIGNATION -  T 169
 LH0378  PID         -  LH0378
 LH0378  STATE/COUNTY-  NE/WEBSTER
 LH0378  COUNTRY     -  US
 LH0378  USGS QUAD   -  RED CLOUD (2017)
 LH0378
 LH0378                         *CURRENT SURVEY CONTROL
 LH0378  ______________________________________________________________________
 LH0378* NAD 83(1986) POSITION- 40 04 22.     (N) 098 33 00.     (W)   SCALED
 LH0378* NAVD 88 ORTHO HEIGHT -   519.260 (meters)     1703.61  (feet) ADJUSTED
 LH0378  ______________________________________________________________________
 LH0378  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 LH0378  DYNAMIC HEIGHT  -        518.942 (meters)     1702.56  (feet) COMP
 LH0378  MODELED GRAVITY -    979,996.8   (mgal)                       NAVD 88
 LH0378
 LH0378  VERT ORDER      -  SECOND    CLASS 0
 LH0378
 LH0378.The horizontal coordinates were scaled from a map and have
 LH0378.an estimated accuracy of +/- 6 seconds.
 LH0378
 LH0378.The orthometric height was determined by differential leveling and
 LH0378.adjusted by the NATIONAL GEODETIC SURVEY
 LH0378.in June 1991.
 LH0378
 LH0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0378.GEOID18 height accuracy estimate available here.
 LH0378
 LH0378.Click photographs - Photos may exist for this station.
 LH0378
 LH0378.The dynamic height is computed by dividing the NAVD 88
 LH0378.geopotential number by the normal gravity value computed on the
 LH0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0378.degrees latitude (g = 980.6199 gals.).
 LH0378
 LH0378.The modeled gravity was interpolated from observed gravity values.
 LH0378
 LH0378;                    North         East    Units  Estimated Accuracy
 LH0378;SPC NE       -    27,620.      623,680.      MT  (+/- 180 meters Scaled)
 LH0378
 LH0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK383359(NAD 83)
 LH0378
 LH0378                          SUPERSEDED SURVEY CONTROL
 LH0378
 LH0378  NGVD 29 (??/??/92)  519.042  (m)         1702.89   (f) ADJ UNCH    2 0
 LH0378
 LH0378.Superseded values are not recommended for survey control.
 LH0378
 LH0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0378.See file dsdata.pdf to determine how the superseded data were derived.
 LH0378
 LH0378_MARKER: DB = BENCH MARK DISK
 LH0378_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0378+WITH SETTING: PAVEMENT
 LH0378_SP_SET: SEMAPHORE BASE
 LH0378_STAMPING: T 169 1934
 LH0378_MARK LOGO: CGS
 LH0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0378+STABILITY: SURFACE MOTION
 LH0378
 LH0378  HISTORY     - Date     Condition        Report By
 LH0378  HISTORY     - 1934     MONUMENTED       CGS
 LH0378
 LH0378                          STATION DESCRIPTION
 LH0378
 LH0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0378'2.5 MI W FROM RED CLOUD.
 LH0378'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0378'RAILROAD FROM THE COURTHOUSE AT RED CLOUD, WEBSTER COUNTY, ONE
 LH0378'RAIL WEST OF A ROAD CROSSING, 50 FEET WEST OF THE ENTRANCE TO AN
 LH0378'OLD C.C.C. CAMP, AT A SEMAPHORE, AND IN THE TOP OF THE CONCRETE
 LH0378'BASE.  A STANDARD DISK, STAMPED T 169 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0573 ***********************************************************************
 ML0573  DESIGNATION -  T 17
 ML0573  PID         -  ML0573
 ML0573  STATE/COUNTY-  NE/LOUP
 ML0573  COUNTRY     -  US
 ML0573  USGS QUAD   -  TAYLOR NW (2017)
 ML0573
 ML0573                         *CURRENT SURVEY CONTROL
 ML0573  ______________________________________________________________________
 ML0573* NAD 83(1986) POSITION- 41 53 35.     (N) 099 23 27.     (W)   SCALED
 ML0573* NAVD 88 ORTHO HEIGHT -   728.814 (meters)     2391.12  (feet) ADJUSTED
 ML0573  ______________________________________________________________________
 ML0573  GEOID HEIGHT    -        -23.019 (meters)                     GEOID18
 ML0573  DYNAMIC HEIGHT  -        728.475 (meters)     2390.01  (feet) COMP
 ML0573  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 ML0573
 ML0573  VERT ORDER      -  FIRST     CLASS II
 ML0573
 ML0573.The horizontal coordinates were scaled from a map and have
 ML0573.an estimated accuracy of +/- 6 seconds.
 ML0573
 ML0573.The orthometric height was determined by differential leveling and
 ML0573.adjusted by the NATIONAL GEODETIC SURVEY
 ML0573.in June 1991.
 ML0573
 ML0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0573.GEOID18 height accuracy estimate available here.
 ML0573
 ML0573.Click photographs - Photos may exist for this station.
 ML0573
 ML0573.The dynamic height is computed by dividing the NAVD 88
 ML0573.geopotential number by the normal gravity value computed on the
 ML0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0573.degrees latitude (g = 980.6199 gals.).
 ML0573
 ML0573.The modeled gravity was interpolated from observed gravity values.
 ML0573
 ML0573;                    North         East    Units  Estimated Accuracy
 ML0573;SPC NE       -   228,860.      550,540.      MT  (+/- 180 meters Scaled)
 ML0573
 ML0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM675379(NAD 83)
 ML0573
 ML0573                          SUPERSEDED SURVEY CONTROL
 ML0573
 ML0573  NGVD 29 (??/??/92)  728.563  (m)         2390.29   (f) ADJ UNCH    1 2
 ML0573
 ML0573.Superseded values are not recommended for survey control.
 ML0573
 ML0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0573.See file dsdata.pdf to determine how the superseded data were derived.
 ML0573
 ML0573_MARKER: DB = BENCH MARK DISK
 ML0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0573_STAMPING: T 17 1933
 ML0573_MARK LOGO: CGS
 ML0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0573+STABILITY: SURFACE MOTION
 ML0573
 ML0573  HISTORY     - Date     Condition        Report By
 ML0573  HISTORY     - 1933     MONUMENTED       CGS
 ML0573  HISTORY     - 1934     GOOD             CGS
 ML0573
 ML0573                          STATION DESCRIPTION
 ML0573
 ML0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0573'10 MI N FROM TAYLOR.
 ML0573'10 MILES NORTH.  THE MARK IS 05 MILE NORTH OF A ROW OF LARGE
 ML0573'COTTON WOOD TREES THAT CROSS THE HWY., IT IS ABOUT 2,000 FT.
 ML0573'SOUTH OF A SHACK THAT SITS ABOUT A HALF MILE WEST OF THE HWY.
 ML0573'THE MARK IS 50 FT. EAST OF HWY. 83 AND IS 30 FT. SOUTHEAST OF A
 ML0573'ROAD BY THE MAIL BOX OF O.W. DIMMITT.  THE MARK IS 90 FT. EAST
 ML0573'OF A CORNER OF A FENCE ON THE WEST SIDE OF THE HWY.  60 FT.
 ML0573'E OF THE CENTERLINE OF THE HWY.
 ML0573
 ML0573                          STATION RECOVERY (1934)
 ML0573
 ML0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0599 ***********************************************************************
 LG0599  DESIGNATION -  T 170
 LG0599  PID         -  LG0599
 LG0599  STATE/COUNTY-  NE/THAYER
 LG0599  COUNTRY     -  US
 LG0599  USGS QUAD   -  CARLETON (2017)
 LG0599
 LG0599                         *CURRENT SURVEY CONTROL
 LG0599  ______________________________________________________________________
 LG0599* NAD 83(1986) POSITION- 40 18 02.     (N) 097 44 40.     (W)   SCALED
 LG0599* NAVD 88 ORTHO HEIGHT -   483.150 (meters)     1585.13  (feet) ADJUSTED
 LG0599  ______________________________________________________________________
 LG0599  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 LG0599  DYNAMIC HEIGHT  -        482.866 (meters)     1584.20  (feet) COMP
 LG0599  MODELED GRAVITY -    980,022.5   (mgal)                       NAVD 88
 LG0599
 LG0599  VERT ORDER      -  SECOND    CLASS 0
 LG0599
 LG0599.The horizontal coordinates were scaled from a map and have
 LG0599.an estimated accuracy of +/- 6 seconds.
 LG0599
 LG0599.The orthometric height was determined by differential leveling and
 LG0599.adjusted by the NATIONAL GEODETIC SURVEY
 LG0599.in June 1991.
 LG0599
 LG0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0599.GEOID18 height accuracy estimate available here.
 LG0599
 LG0599.Click photographs - Photos may exist for this station.
 LG0599
 LG0599.The dynamic height is computed by dividing the NAVD 88
 LG0599.geopotential number by the normal gravity value computed on the
 LG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0599.degrees latitude (g = 980.6199 gals.).
 LG0599
 LG0599.The modeled gravity was interpolated from observed gravity values.
 LG0599
 LG0599;                    North         East    Units  Estimated Accuracy
 LG0599;SPC NE       -    54,380.      691,720.      MT  (+/- 180 meters Scaled)
 LG0599
 LG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK067618(NAD 83)
 LG0599
 LG0599                          SUPERSEDED SURVEY CONTROL
 LG0599
 LG0599  NGVD 29 (??/??/92)  482.960  (m)         1584.51   (f) ADJ UNCH    2 0
 LG0599
 LG0599.Superseded values are not recommended for survey control.
 LG0599
 LG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0599.See file dsdata.pdf to determine how the superseded data were derived.
 LG0599
 LG0599_MARKER: DB = BENCH MARK DISK
 LG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0599_STAMPING: T 170 1934
 LG0599_MARK LOGO: CGS
 LG0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0599+STABILITY: SURFACE MOTION
 LG0599
 LG0599  HISTORY     - Date     Condition        Report By
 LG0599  HISTORY     - 1934     MONUMENTED       CGS
 LG0599  HISTORY     - 1941     GOOD             CGS
 LG0599
 LG0599                          STATION DESCRIPTION
 LG0599
 LG0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0599'3.7 MI E FROM DAVENPORT.
 LG0599'3.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0599'STATION AT DAVENPORT, THAYER COUNTY, ABOUT 200 YARDS WEST OF
 LG0599'POLE 187+41, 10 RAILS EAST OF A ROAD CROSSING, AND 27 FEET
 LG0599'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LG0599'T 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0576 ***********************************************************************
 LG0576  DESIGNATION -  T 171
 LG0576  PID         -  LG0576
 LG0576  STATE/COUNTY-  NE/JEFFERSON
 LG0576  COUNTRY     -  US
 LG0576  USGS QUAD   -  ENDICOTT (2017)
 LG0576
 LG0576                         *CURRENT SURVEY CONTROL
 LG0576  ______________________________________________________________________
 LG0576* NAD 83(1986) POSITION- 40 02 17.     (N) 097 01 31.     (W)   SCALED
 LG0576* NAVD 88 ORTHO HEIGHT -   386.629 (meters)     1268.47  (feet) ADJUSTED
 LG0576  ______________________________________________________________________
 LG0576  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 LG0576  DYNAMIC HEIGHT  -        386.410 (meters)     1267.75  (feet) COMP
 LG0576  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 LG0576
 LG0576  VERT ORDER      -  SECOND    CLASS 0
 LG0576
 LG0576.The horizontal coordinates were scaled from a map and have
 LG0576.an estimated accuracy of +/- 6 seconds.
 LG0576
 LG0576.The orthometric height was determined by differential leveling and
 LG0576.adjusted by the NATIONAL GEODETIC SURVEY
 LG0576.in June 1991.
 LG0576
 LG0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0576.GEOID18 height accuracy estimate available here.
 LG0576
 LG0576.Click photographs - Photos may exist for this station.
 LG0576
 LG0576.The dynamic height is computed by dividing the NAVD 88
 LG0576.geopotential number by the normal gravity value computed on the
 LG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0576.degrees latitude (g = 980.6199 gals.).
 LG0576
 LG0576.The modeled gravity was interpolated from observed gravity values.
 LG0576
 LG0576;                    North         East    Units  Estimated Accuracy
 LG0576;SPC NE       -    27,100.      753,830.      MT  (+/- 180 meters Scaled)
 LG0576
 LG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK684338(NAD 83)
 LG0576
 LG0576                          SUPERSEDED SURVEY CONTROL
 LG0576
 LG0576  NGVD 29 (??/??/92)  386.490  (m)         1268.01   (f) ADJ UNCH    2 0
 LG0576
 LG0576.Superseded values are not recommended for survey control.
 LG0576
 LG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0576.See file dsdata.pdf to determine how the superseded data were derived.
 LG0576
 LG0576_MARKER: DB = BENCH MARK DISK
 LG0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0576_STAMPING: T 171 1934
 LG0576_MARK LOGO: CGS
 LG0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0576+STABILITY: SURFACE MOTION
 LG0576
 LG0576  HISTORY     - Date     Condition        Report By
 LG0576  HISTORY     - 1934     MONUMENTED       CGS
 LG0576  HISTORY     - 1945     MARK NOT FOUND   CGS
 LG0576
 LG0576                          STATION DESCRIPTION
 LG0576
 LG0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0576'AT STEELE CITY.
 LG0576'AT STEELE CITY, JEFFERSON COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0576'ONE-HALF BLOCK NORTH OF THE STATION, 8 POLES SOUTH OF MILEPOST
 LG0576'142, 200 FEET NORTH OF AN ELEVATOR, AND 100 FEET WEST OF THE
 LG0576'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED T 171
 LG0576'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A GRADING
 LG0576'GROUP WORKING FOR THE RAILROAD LEVELING THE TRACTOR-UNLOADING
 LG0576'RAMP, MADE OF EARTH, IS THROUGHT TO HAVE COVERED UP THE BENCH
 LG0576'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0550 ***********************************************************************
 LG0550  DESIGNATION -  T 172
 LG0550  PID         -  LG0550
 LG0550  STATE/COUNTY-  NE/JEFFERSON
 LG0550  COUNTRY     -  US
 LG0550  USGS QUAD   -  FAIRBURY SW (2017)
 LG0550
 LG0550                         *CURRENT SURVEY CONTROL
 LG0550  ______________________________________________________________________
 LG0550* NAD 83(1986) POSITION- 40 04 32.     (N) 097 14 26.     (W)   SCALED
 LG0550* NAVD 88 ORTHO HEIGHT -   408.607 (meters)     1340.57  (feet) ADJUSTED
 LG0550  ______________________________________________________________________
 LG0550  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 LG0550  DYNAMIC HEIGHT  -        408.370 (meters)     1339.79  (feet) COMP
 LG0550  MODELED GRAVITY -    980,034.0   (mgal)                       NAVD 88
 LG0550
 LG0550  VERT ORDER      -  SECOND    CLASS 0
 LG0550
 LG0550.The horizontal coordinates were scaled from a map and have
 LG0550.an estimated accuracy of +/- 6 seconds.
 LG0550
 LG0550.The orthometric height was determined by differential leveling and
 LG0550.adjusted by the NATIONAL GEODETIC SURVEY
 LG0550.in June 1991.
 LG0550
 LG0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0550.GEOID18 height accuracy estimate available here.
 LG0550
 LG0550.Click photographs - Photos may exist for this station.
 LG0550
 LG0550.The dynamic height is computed by dividing the NAVD 88
 LG0550.geopotential number by the normal gravity value computed on the
 LG0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0550.degrees latitude (g = 980.6199 gals.).
 LG0550
 LG0550.The modeled gravity was interpolated from observed gravity values.
 LG0550
 LG0550;                    North         East    Units  Estimated Accuracy
 LG0550;SPC NE       -    30,650.      735,330.      MT  (+/- 180 meters Scaled)
 LG0550
 LG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK500376(NAD 83)
 LG0550
 LG0550                          SUPERSEDED SURVEY CONTROL
 LG0550
 LG0550  NGVD 29 (??/??/92)  408.455  (m)         1340.07   (f) ADJ UNCH    2 0
 LG0550
 LG0550.Superseded values are not recommended for survey control.
 LG0550
 LG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0550.See file dsdata.pdf to determine how the superseded data were derived.
 LG0550
 LG0550_MARKER: DB = BENCH MARK DISK
 LG0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0550_SP_SET: PIER
 LG0550_STAMPING: T 172 1934
 LG0550_MARK LOGO: CGS
 LG0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0550
 LG0550  HISTORY     - Date     Condition        Report By
 LG0550  HISTORY     - 1934     MONUMENTED       CGS
 LG0550  HISTORY     - 19991026 MARK NOT FOUND   NGS
 LG0550
 LG0550                          STATION DESCRIPTION
 LG0550
 LG0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0550'1.1 MI E FROM THOMPSON.
 LG0550'1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0550'RAILROAD FROM THE MAIL CRANE AT THOMPSON, JEFFERSON COUNTY,
 LG0550'11 POLES WEST OF A ROAD CROSSING, 80 FEET SOUTH OF THE WEST END
 LG0550'OF BRIDGE NO. 1615, AT THE NORTHWEST CORNER OF CHICAGO, BURLINGTON
 LG0550'AND QUINCY RAILROAD BRIDGE NO. 122.82, AND IN THE TOP OF A
 LG0550'CONCRETE PIER.  A STANDARD DISK, STAMPED T 172 1934.
 LG0550
 LG0550                          STATION RECOVERY (1999)
 LG0550
 LG0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0550'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0363 ***********************************************************************
 LG0363  DESIGNATION -  T 173
 LG0363  PID         -  LG0363
 LG0363  STATE/COUNTY-  NE/LANCASTER
 LG0363  COUNTRY     -  US
 LG0363  USGS QUAD   -  LINCOLN (2017)
 LG0363
 LG0363                         *CURRENT SURVEY CONTROL
 LG0363  ______________________________________________________________________
 LG0363* NAD 83(1986) POSITION- 40 45 16.     (N) 096 42 44.     (W)   SCALED
 LG0363* NAVD 88 ORTHO HEIGHT -   355.940 (meters)     1167.78  (feet) ADJUSTED
 LG0363  ______________________________________________________________________
 LG0363  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 LG0363  DYNAMIC HEIGHT  -        355.785 (meters)     1167.27  (feet) COMP
 LG0363  MODELED GRAVITY -    980,178.0   (mgal)                       NAVD 88
 LG0363
 LG0363  VERT ORDER      -  SECOND    CLASS 0
 LG0363
 LG0363.The horizontal coordinates were scaled from a map and have
 LG0363.an estimated accuracy of +/- 6 seconds.
 LG0363
 LG0363.The orthometric height was determined by differential leveling and
 LG0363.adjusted by the NATIONAL GEODETIC SURVEY
 LG0363.in June 1991.
 LG0363
 LG0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0363.GEOID18 height accuracy estimate available here.
 LG0363
 LG0363.Click photographs - Photos may exist for this station.
 LG0363
 LG0363.The dynamic height is computed by dividing the NAVD 88
 LG0363.geopotential number by the normal gravity value computed on the
 LG0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0363.degrees latitude (g = 980.6199 gals.).
 LG0363
 LG0363.The modeled gravity was interpolated from observed gravity values.
 LG0363
 LG0363;                    North         East    Units  Estimated Accuracy
 LG0363;SPC NE       -   107,550.      777,500.      MT  (+/- 180 meters Scaled)
 LG0363
 LG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL931140(NAD 83)
 LG0363
 LG0363                          SUPERSEDED SURVEY CONTROL
 LG0363
 LG0363  NGVD 29 (??/??/92)  355.846  (m)         1167.47   (f) ADJ UNCH    2 0
 LG0363
 LG0363.Superseded values are not recommended for survey control.
 LG0363
 LG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0363.See file dsdata.pdf to determine how the superseded data were derived.
 LG0363
 LG0363_MARKER: DB = BENCH MARK DISK
 LG0363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0363_SP_SET: CULVERT HEADWALL
 LG0363_STAMPING: T 173 1934
 LG0363_MARK LOGO: CGS
 LG0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0363+STABILITY: SURFACE MOTION
 LG0363
 LG0363  HISTORY     - Date     Condition        Report By
 LG0363  HISTORY     - 1934     MONUMENTED       CGS
 LG0363  HISTORY     - 20060822 MARK NOT FOUND   NEDR
 LG0363
 LG0363                          STATION DESCRIPTION
 LG0363
 LG0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0363'4.2 MI N FROM JAMAICA.
 LG0363'4.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0363'AT JAMAICA, LANCASTER COUNTY, OPPOSITE BRIDGE 61.20, 100 FEET
 LG0363'EAST OF THE CENTER LINE OF THE TRACK, AT CONCRETE CULVERT 51.91
 LG0363'UNDER THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, AND IN
 LG0363'THE TOP OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED T 173
 LG0363'1934.
 LG0363
 LG0363                          STATION RECOVERY (2006)
 LG0363
 LG0363'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG0363'BELIEVED DESTROYED DUE TO NEW TRACKS BEING ADDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0249 ***********************************************************************
 LG0249  DESIGNATION -  T 174
 LG0249  PID         -  LG0249
 LG0249  STATE/COUNTY-  NE/GAGE
 LG0249  COUNTRY     -  US
 LG0249  USGS QUAD   -  PICKRELL (2017)
 LG0249
 LG0249                         *CURRENT SURVEY CONTROL
 LG0249  ______________________________________________________________________
 LG0249* NAD 83(1986) POSITION- 40 28 46.0    (N) 096 41 55.1    (W)   HD_HELD2
 LG0249* NAVD 88 ORTHO HEIGHT -   429.268 (meters)     1408.36  (feet) ADJUSTED
 LG0249  ______________________________________________________________________
 LG0249  GEOID HEIGHT    -        -26.571 (meters)                     GEOID18
 LG0249  DYNAMIC HEIGHT  -        429.052 (meters)     1407.65  (feet) COMP
 LG0249  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LG0249
 LG0249  VERT ORDER      -  SECOND    CLASS 0
 LG0249
 LG0249.The horizontal coordinates were established by autonomous hand held GPS
 LG0249.observations and have an estimated accuracy of +/- 10 meters.
 LG0249
 LG0249.The orthometric height was determined by differential leveling and
 LG0249.adjusted by the NATIONAL GEODETIC SURVEY
 LG0249.in June 1991.
 LG0249
 LG0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0249.GEOID18 height accuracy estimate available here.
 LG0249
 LG0249.Click photographs - Photos may exist for this station.
 LG0249
 LG0249.The dynamic height is computed by dividing the NAVD 88
 LG0249.geopotential number by the normal gravity value computed on the
 LG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0249.degrees latitude (g = 980.6199 gals.).
 LG0249
 LG0249.The modeled gravity was interpolated from observed gravity values.
 LG0249
 LG0249;                    North         East    Units  Estimated Accuracy
 LG0249;SPC NE       -    77,081.      779,815.      MT  (+/- 10 meters HH2 GPS)
 LG0249
 LG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9507183517(NAD 83)
 LG0249
 LG0249                          SUPERSEDED SURVEY CONTROL
 LG0249
 LG0249  NGVD 29 (??/??/92)  429.154  (m)         1407.98   (f) ADJ UNCH    2 0
 LG0249
 LG0249.Superseded values are not recommended for survey control.
 LG0249
 LG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0249.See file dsdata.pdf to determine how the superseded data were derived.
 LG0249
 LG0249_MARKER: DB = BENCH MARK DISK
 LG0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0249_SP_SET: BRIDGE HEADWALL
 LG0249_STAMPING: T 174 1934
 LG0249_MARK LOGO: CGS
 LG0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0249+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2010
 LG0249
 LG0249  HISTORY     - Date     Condition        Report By
 LG0249  HISTORY     - 1934     MONUMENTED       CGS
 LG0249  HISTORY     - 1961     GOOD             CGS
 LG0249  HISTORY     - 1977     GOOD             LOCSUR
 LG0249  HISTORY     - 20100114 GOOD             INDIV
 LG0249
 LG0249                          STATION DESCRIPTION
 LG0249
 LG0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0249'1.8 MI S FROM CORTLAND.
 LG0249'1.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0249'AT CORTLAND, GAGE COUNTY 126 FEET SOUTH OF THE CENTER OF A
 LG0249'CROSSING, 109 FEET SOUTHEAST OF A CONCRETE CORNER POST, 67 FEET
 LG0249'SOUTHWEST OF A CONCRETE POST WITH BM PAINTED ON, 43 FEET WEST
 LG0249'OF A FENCE, 12 FEET EAST OF THE EAST RAIL, ABOUT 2 FEET LOWER
 LG0249'THAN THE TRACKS, 1.1 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 LG0249'0.9 FEET WEST OF THE EAST EDGE OF THE HEADWALL, SET IN TOP OF
 LG0249'THE EAST END OF CONCRETE BRIDGE 8138.
 LG0249
 LG0249                          STATION RECOVERY (1977)
 LG0249
 LG0249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0249'RECOVERED IN GOOD CONDITION.
 LG0249
 LG0249                          STATION RECOVERY (2010)
 LG0249
 LG0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LG0249'RECOVERED AS DESCRIBED. RAILROAD TRACK IS ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0208 ***********************************************************************
 LG0208  DESIGNATION -  T 175
 LG0208  PID         -  LG0208
 LG0208  STATE/COUNTY-  NE/PAWNEE
 LG0208  COUNTRY     -  US
 LG0208  USGS QUAD   -  PAWNEE CITY (2017)
 LG0208
 LG0208                         *CURRENT SURVEY CONTROL
 LG0208  ______________________________________________________________________
 LG0208* NAD 83(1986) POSITION- 40 06 46.     (N) 096 09 17.     (W)   SCALED
 LG0208* NAVD 88 ORTHO HEIGHT -   364.810 (meters)     1196.88  (feet) ADJUSTED
 LG0208  ______________________________________________________________________
 LG0208  GEOID HEIGHT    -        -28.715 (meters)                     GEOID18
 LG0208  DYNAMIC HEIGHT  -        364.610 (meters)     1196.22  (feet) COMP
 LG0208  MODELED GRAVITY -    980,066.1   (mgal)                       NAVD 88
 LG0208
 LG0208  VERT ORDER      -  SECOND    CLASS 0
 LG0208
 LG0208.The horizontal coordinates were scaled from a map and have
 LG0208.an estimated accuracy of +/- 6 seconds.
 LG0208
 LG0208.The orthometric height was determined by differential leveling and
 LG0208.adjusted by the NATIONAL GEODETIC SURVEY
 LG0208.in June 1991.
 LG0208
 LG0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0208.GEOID18 height accuracy estimate available here.
 LG0208
 LG0208.Click photographs - Photos may exist for this station.
 LG0208
 LG0208.The dynamic height is computed by dividing the NAVD 88
 LG0208.geopotential number by the normal gravity value computed on the
 LG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0208.degrees latitude (g = 980.6199 gals.).
 LG0208
 LG0208.The modeled gravity was interpolated from observed gravity values.
 LG0208
 LG0208;                    North         East    Units  Estimated Accuracy
 LG0208;SPC NE       -    38,320.      827,700.      MT  (+/- 180 meters Scaled)
 LG0208
 LG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK424441(NAD 83)
 LG0208
 LG0208                          SUPERSEDED SURVEY CONTROL
 LG0208
 LG0208  NGVD 29 (??/??/92)  364.704  (m)         1196.53   (f) ADJ UNCH    2 0
 LG0208
 LG0208.Superseded values are not recommended for survey control.
 LG0208
 LG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0208.See file dsdata.pdf to determine how the superseded data were derived.
 LG0208
 LG0208_MARKER: DB = BENCH MARK DISK
 LG0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0208_SP_SET: WATER TOWER FOOTING
 LG0208_STAMPING: T 175 1934
 LG0208_MARK LOGO: CGS
 LG0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0208
 LG0208  HISTORY     - Date     Condition        Report By
 LG0208  HISTORY     - 1934     MONUMENTED       CGS
 LG0208  HISTORY     - 1956     GOOD             USGS
 LG0208  HISTORY     - 19990216 MARK NOT FOUND   NGS
 LG0208
 LG0208                          STATION DESCRIPTION
 LG0208
 LG0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0208'AT PAWNEE CITY.
 LG0208'AT PAWNEE CITY, PAWNEE COUNTY, AT THE CHICAGO, ROCK ISLAND AND
 LG0208'PACIFIC RAILROAD WATER TOWER, IN THE TOP OF A CONCRETE FOOTING,
 LG0208'AND BETWEEN THE TWO SOUTHERNMOST FOOTINGS.  A STANDARD DISK,
 LG0208'STAMPED T 175 1934.  NOTE-- 1956 REPORT-- THE WATER TOWER HAS BEEN
 LG0208'TORN DOWN BUT THE BM IS STILL THERE.
 LG0208
 LG0208                          STATION RECOVERY (1956)
 LG0208
 LG0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LG0208'RECOVERED IN GOOD CONDITION.
 LG0208
 LG0208                          STATION RECOVERY (1999)
 LG0208
 LG0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 LG0208'THE MARKS LOCATION CAN NO LONGER BE IDENTIFIED.  THE OLD RAILROAD HAS
 LG0208'BEEN GONE FOR MANY YEARS.  LOCAL INFORMATION INDICATES THE AREA WHERE
 LG0208'THE MARK WAS SITUATED HAS BEEN GRADED 4 FT (1.2 M) LOWER AND IS NOW A
 LG0208'HOUSING AREA.  ALL PROBABILITY THIS MARK IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0502 ***********************************************************************
 LF0502  DESIGNATION -  T 177
 LF0502  PID         -  LF0502
 LF0502  STATE/COUNTY-  NE/NEMAHA
 LF0502  COUNTRY     -  US
 LF0502  USGS QUAD   -  HOWE (2017)
 LF0502
 LF0502                         *CURRENT SURVEY CONTROL
 LF0502  ______________________________________________________________________
 LF0502* NAD 83(1986) POSITION- 40 17 25.     (N) 095 49 28.     (W)   SCALED
 LF0502* NAVD 88 ORTHO HEIGHT -   321.304 (meters)     1054.14  (feet) ADJUSTED
 LF0502  ______________________________________________________________________
 LF0502  GEOID HEIGHT    -        -29.640 (meters)                     GEOID18
 LF0502  DYNAMIC HEIGHT  -        321.133 (meters)     1053.58  (feet) COMP
 LF0502  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LF0502
 LF0502  VERT ORDER      -  SECOND    CLASS 0
 LF0502
 LF0502.The horizontal coordinates were scaled from a map and have
 LF0502.an estimated accuracy of +/- 6 seconds.
 LF0502
 LF0502.The orthometric height was determined by differential leveling and
 LF0502.adjusted by the NATIONAL GEODETIC SURVEY
 LF0502.in June 1991.
 LF0502
 LF0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0502.GEOID18 height accuracy estimate available here.
 LF0502
 LF0502.Click photographs - Photos may exist for this station.
 LF0502
 LF0502.The dynamic height is computed by dividing the NAVD 88
 LF0502.geopotential number by the normal gravity value computed on the
 LF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0502.degrees latitude (g = 980.6199 gals.).
 LF0502
 LF0502.The modeled gravity was interpolated from observed gravity values.
 LF0502
 LF0502;                    North         East    Units  Estimated Accuracy
 LF0502;SPC NE       -    59,310.      854,870.      MT  (+/- 180 meters Scaled)
 LF0502
 LF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE599638(NAD 83)
 LF0502
 LF0502                          SUPERSEDED SURVEY CONTROL
 LF0502
 LF0502  NGVD 29 (??/??/92)  321.226  (m)         1053.89   (f) ADJ UNCH    2 0
 LF0502
 LF0502.Superseded values are not recommended for survey control.
 LF0502
 LF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0502.See file dsdata.pdf to determine how the superseded data were derived.
 LF0502
 LF0502_MARKER: DB = BENCH MARK DISK
 LF0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0502_STAMPING: T 177 1934
 LF0502_MARK LOGO: CGS
 LF0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0502+STABILITY: SURFACE MOTION
 LF0502
 LF0502  HISTORY     - Date     Condition        Report By
 LF0502  HISTORY     - 1934     MONUMENTED       CGS
 LF0502  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0502
 LF0502                          STATION DESCRIPTION
 LF0502
 LF0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0502'2.3 MI S FROM HOWE.
 LF0502'2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0502'STATION AT HOWE, 5 POLES SOUTH OF POLE 406/20, AT A ROAD CROSSING,
 LF0502'45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET NORTH OF
 LF0502'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED T 177 1934
 LF0502'AND SET IN THE TOP OF A CONCRETE POST.
 LF0502
 LF0502                          STATION RECOVERY (1964)
 LF0502
 LF0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0502'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0477 ***********************************************************************
 NN0477  DESIGNATION -  T 18
 NN0477  PID         -  NN0477
 NN0477  STATE/COUNTY-  NE/ROCK
 NN0477  COUNTRY     -  US
 NN0477  USGS QUAD   -  LAKE GEORGE (2017)
 NN0477
 NN0477                         *CURRENT SURVEY CONTROL
 NN0477  ______________________________________________________________________
 NN0477* NAD 83(1986) POSITION- 42 21 42.     (N) 099 30 28.     (W)   SCALED
 NN0477* NAVD 88 ORTHO HEIGHT -   755.828 (meters)     2479.75  (feet) ADJUSTED
 NN0477  ______________________________________________________________________
 NN0477  GEOID HEIGHT    -        -22.828 (meters)                     GEOID18
 NN0477  DYNAMIC HEIGHT  -        755.508 (meters)     2478.70  (feet) COMP
 NN0477  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 NN0477
 NN0477  VERT ORDER      -  FIRST     CLASS II
 NN0477
 NN0477.The horizontal coordinates were scaled from a map and have
 NN0477.an estimated accuracy of +/- 6 seconds.
 NN0477
 NN0477.The orthometric height was determined by differential leveling and
 NN0477.adjusted by the NATIONAL GEODETIC SURVEY
 NN0477.in June 1991.
 NN0477
 NN0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0477.GEOID18 height accuracy estimate available here.
 NN0477
 NN0477.Click photographs - Photos may exist for this station.
 NN0477
 NN0477.The dynamic height is computed by dividing the NAVD 88
 NN0477.geopotential number by the normal gravity value computed on the
 NN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0477.degrees latitude (g = 980.6199 gals.).
 NN0477
 NN0477.The modeled gravity was interpolated from observed gravity values.
 NN0477
 NN0477;                    North         East    Units  Estimated Accuracy
 NN0477;SPC NE       -   280,840.      540,540.      MT  (+/- 180 meters Scaled)
 NN0477
 NN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM581900(NAD 83)
 NN0477
 NN0477                          SUPERSEDED SURVEY CONTROL
 NN0477
 NN0477  NGVD 29 (??/??/92)  755.573  (m)         2478.91   (f) ADJ UNCH    1 2
 NN0477
 NN0477.Superseded values are not recommended for survey control.
 NN0477
 NN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0477.See file dsdata.pdf to determine how the superseded data were derived.
 NN0477
 NN0477_MARKER: DB = BENCH MARK DISK
 NN0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0477_STAMPING: T 18 1933
 NN0477_MARK LOGO: CGS
 NN0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0477+STABILITY: SURFACE MOTION
 NN0477
 NN0477  HISTORY     - Date     Condition        Report By
 NN0477  HISTORY     - 1933     MONUMENTED       CGS
 NN0477  HISTORY     - 1934     GOOD             CGS
 NN0477  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0477
 NN0477                          STATION DESCRIPTION
 NN0477
 NN0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0477'16.2 MI S FROM BASSETT.
 NN0477'16-1/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0477'COUNTY, AT A CURVE IN THE HIGHWAY TO THE NORTHWEST, ABOUT 10
 NN0477'YARDS SOUTH OF THE HIGHWAY, ABOUT 8 YARDS SOUTH OF A CORNER
 NN0477'FENCE POST, AND ABOUT 1 YARD NORTHWEST OF A POST AT A JOG IN
 NN0477'THE FENCE.  A STANDARD DISK, STAMPED 2478.909 T 18 1933 AND SET
 NN0477'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 NN0477'GROUND.
 NN0477
 NN0477                          STATION RECOVERY (1975)
 NN0477
 NN0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0599 ***********************************************************************
 NN0599  DESIGNATION -  T 19 RESET
 NN0599  PID         -  NN0599
 NN0599  STATE/COUNTY-  NE/BOYD
 NN0599  COUNTRY     -  US
 NN0599  USGS QUAD   -  SPENCER NORTH (2017)
 NN0599
 NN0599                         *CURRENT SURVEY CONTROL
 NN0599  ______________________________________________________________________
 NN0599* NAD 83(1986) POSITION- 42 52 33.     (N) 098 42 03.     (W)   SCALED
 NN0599* NAVD 88 ORTHO HEIGHT -   513.29  (+/-2cm)     1684.0   (feet) VERTCON
 NN0599  ______________________________________________________________________
 NN0599  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 NN0599  VERT ORDER      -  THIRD (See Below)
 NN0599
 NN0599.The horizontal coordinates were scaled from a map and have
 NN0599.an estimated accuracy of +/- 6 seconds.
 NN0599
 NN0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0599
 NN0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0599.GEOID18 height accuracy estimate available here.
 NN0599
 NN0599.The vertical order pertains to the NGVD 29 superseded value.
 NN0599
 NN0599.Click photographs - Photos may exist for this station.
 NN0599
 NN0599;                    North         East    Units  Estimated Accuracy
 NN0599;SPC NE       -   338,630.      606,140.      MT  (+/- 180 meters Scaled)
 NN0599
 NN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN244470(NAD 83)
 NN0599
 NN0599                          SUPERSEDED SURVEY CONTROL
 NN0599
 NN0599  NGVD 29 (01/31/13)  513.02   (m)         1683.1    (f) RESET       3  
 NN0599
 NN0599.Superseded values are not recommended for survey control.
 NN0599
 NN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0599.See file dsdata.pdf to determine how the superseded data were derived.
 NN0599
 NN0599_MARKER: DV = VERTICAL CONTROL DISK
 NN0599_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0599+WITH SETTING: INTO GROUND
 NN0599_STAMPING: T 19 RESET 1976
 NN0599_MARK LOGO: NGS
 NN0599_PROJECTION: FLUSH
 NN0599_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0599_ROD/PIPE-DEPTH: 1.22 meters
 NN0599
 NN0599  HISTORY     - Date     Condition        Report By
 NN0599  HISTORY     - 1976     MONUMENTED       NGS
 NN0599
 NN0599                          STATION DESCRIPTION
 NN0599
 NN0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0599'IN SPENCER.
 NN0599'AT NORTH EDGE OF SPENCER AND WEST ACROSS HIGHWAY FROM THE SPENCER
 NN0599'HIGH SCHOOL, 41.7 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF FRAME
 NN0599'HOUSE, 25.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE BLOCK
 NN0599'BUILDING, 6.4 FEET EAST OF THE EAST EDGE OF THE NORTH SOUTHSIDE WALK,
 NN0599'2.7 FEET WEST OF THE WEST CURB OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 NN0599'12 AN 3 FEET NORTH OF A POWER POLE WITH STREET LAMP ATTACHED AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0171 ***********************************************************************
 NO0171  DESIGNATION -  T 20
 NO0171  PID         -  NO0171
 NO0171  STATE/COUNTY-  NE/CHERRY
 NO0171  COUNTRY     -  US
 NO0171  USGS QUAD   -  SIMEON (2017)
 NO0171
 NO0171                         *CURRENT SURVEY CONTROL
 NO0171  ______________________________________________________________________
 NO0171* NAD 83(1986) POSITION- 42 36 54.     (N) 100 43 07.     (W)   SCALED
 NO0171* NAVD 88 ORTHO HEIGHT -   890.232 (meters)     2920.70  (feet) ADJUSTED
 NO0171  ______________________________________________________________________
 NO0171  GEOID HEIGHT    -        -21.331 (meters)                     GEOID18
 NO0171  DYNAMIC HEIGHT  -        889.824 (meters)     2919.36  (feet) COMP
 NO0171  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 NO0171
 NO0171  VERT ORDER      -  FIRST     CLASS II
 NO0171
 NO0171.The horizontal coordinates were scaled from a map and have
 NO0171.an estimated accuracy of +/- 6 seconds.
 NO0171
 NO0171.The orthometric height was determined by differential leveling and
 NO0171.adjusted by the NATIONAL GEODETIC SURVEY
 NO0171.in June 1991.
 NO0171
 NO0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0171.GEOID18 height accuracy estimate available here.
 NO0171
 NO0171.Click photographs - Photos may exist for this station.
 NO0171
 NO0171.The dynamic height is computed by dividing the NAVD 88
 NO0171.geopotential number by the normal gravity value computed on the
 NO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0171.degrees latitude (g = 980.6199 gals.).
 NO0171
 NO0171.The modeled gravity was interpolated from observed gravity values.
 NO0171
 NO0171;                    North         East    Units  Estimated Accuracy
 NO0171;SPC NE       -   309,100.      441,050.      MT  (+/- 180 meters Scaled)
 NO0171
 NO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN590194(NAD 83)
 NO0171
 NO0171                          SUPERSEDED SURVEY CONTROL
 NO0171
 NO0171  NGVD 29 (02/14/92)  889.918  (m)         2919.67   (f) ADJUSTED    1 2
 NO0171  NGVD 29 (??/??/87)  889.918  (m)         2919.67   (f) SUPERSEDED  1 2
 NO0171
 NO0171.Superseded values are not recommended for survey control.
 NO0171
 NO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0171.See file dsdata.pdf to determine how the superseded data were derived.
 NO0171
 NO0171_MARKER: DB = BENCH MARK DISK
 NO0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0171_STAMPING: T 20 1933 2919.673
 NO0171_MARK LOGO: CGS
 NO0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0171+STABILITY: SURFACE MOTION
 NO0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0171+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0171
 NO0171  HISTORY     - Date     Condition        Report By
 NO0171  HISTORY     - 1933     MONUMENTED       CGS
 NO0171  HISTORY     - 1934     GOOD             CGS
 NO0171  HISTORY     - 19910804 GOOD             NGS
 NO0171
 NO0171                          STATION DESCRIPTION
 NO0171
 NO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0171'26.9 MI SW FROM VALENTINE.
 NO0171'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0171'VALENTINE, CHERRY COUNTY, THENCE 19.7 MILES SOUTHWEST ALONG A
 NO0171'DIRT ROAD, AT SIMEON, ABOUT 500 FEET NORTHEAST OF THE CHARMING
 NO0171'VALLEY RANCHHOUSE AND POST OFFICE, 125 FEET WEST OF THE CENTERLINE
 NO0171'OF THE ROAD, 77-1/2 FEET NORTHEAST OF DISTRICT 79 SCHOOL, AND
 NO0171'2.5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED 2919.673
 NO0171'T 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTION 3
 NO0171'INCHES ABOVE GROUND.
 NO0171
 NO0171                          STATION RECOVERY (1991)
 NO0171
 NO0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0171'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0171'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0171'ALONG STATE HIGHWAY SPUR 16B, THENCE 9.2 KM (5.70 MI) WESTERLY ALONG
 NO0171'A PAVED ROAD, AT AN AREA KNOWN LOCALLY AS SIMEON, 153.6 M (503.9 FT)
 NO0171'SOUTHEAST OF THE ROAD CENTER, 53.6 M (175.9 FT) NORTHEAST OF A
 NO0171'UTILITY POLE WITH A GUY CABLE, 24.5 M (80.4 FT) NORTH OF AN 18-INCH
 NO0171'COTTONWOOD TREE, 23.6 M (77.4 FT) NORTHEAST OF THE NORTHEAST CORNER
 NO0171'OF THE SIMEON SCHOOL (ABANDONED), 0.3 M (1.0 FT) WEST-SOUTHWEST OF A
 NO0171'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NO0171'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE SIMEON RANCH.
 NO0171'CONTACT--DEAL BARNES, HC 37, BOX 26, VALENTINE, NE 69201, TELEPHONE
 NO0171'NUMBER (402) 376-2379.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0054 ***********************************************************************
 LJ0054  DESIGNATION -  T 200
 LJ0054  PID         -  LJ0054
 LJ0054  STATE/COUNTY-  NE/RED WILLOW
 LJ0054  COUNTRY     -  US
 LJ0054  USGS QUAD   -  SHIPPEE (2017)
 LJ0054
 LJ0054                         *CURRENT SURVEY CONTROL
 LJ0054  ______________________________________________________________________
 LJ0054* NAD 83(1986) POSITION- 40 04 25.     (N) 100 13 54.     (W)   SCALED
 LJ0054* NAVD 88 ORTHO HEIGHT -   719.311 (meters)     2359.94  (feet) ADJUSTED
 LJ0054  ______________________________________________________________________
 LJ0054  GEOID HEIGHT    -        -24.468 (meters)                     GEOID18
 LJ0054  DYNAMIC HEIGHT  -        718.833 (meters)     2358.37  (feet) COMP
 LJ0054  MODELED GRAVITY -    979,938.0   (mgal)                       NAVD 88
 LJ0054
 LJ0054  VERT ORDER      -  SECOND    CLASS 0
 LJ0054
 LJ0054.The horizontal coordinates were scaled from a map and have
 LJ0054.an estimated accuracy of +/- 6 seconds.
 LJ0054
 LJ0054.The orthometric height was determined by differential leveling and
 LJ0054.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0054.in June 1991.
 LJ0054
 LJ0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0054.GEOID18 height accuracy estimate available here.
 LJ0054
 LJ0054.Click photographs - Photos may exist for this station.
 LJ0054
 LJ0054.The dynamic height is computed by dividing the NAVD 88
 LJ0054.geopotential number by the normal gravity value computed on the
 LJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0054.degrees latitude (g = 980.6199 gals.).
 LJ0054
 LJ0054.The modeled gravity was interpolated from observed gravity values.
 LJ0054
 LJ0054;                    North         East    Units  Estimated Accuracy
 LJ0054;SPC NE       -    26,710.      480,240.      MT  (+/- 180 meters Scaled)
 LJ0054
 LJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK949366(NAD 83)
 LJ0054
 LJ0054                          SUPERSEDED SURVEY CONTROL
 LJ0054
 LJ0054  NGVD 29 (??/??/92)  719.026  (m)         2359.00   (f) ADJ UNCH    2 0
 LJ0054
 LJ0054.Superseded values are not recommended for survey control.
 LJ0054
 LJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0054.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0054
 LJ0054_MARKER: DB = BENCH MARK DISK
 LJ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0054_STAMPING: T 200 1934
 LJ0054_MARK LOGO: CGS
 LJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0054+STABILITY: SURFACE MOTION
 LJ0054
 LJ0054  HISTORY     - Date     Condition        Report By
 LJ0054  HISTORY     - 1934     MONUMENTED       CGS
 LJ0054
 LJ0054                          STATION DESCRIPTION
 LJ0054
 LJ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0054'3.1 MI NE FROM LEBANON.
 LJ0054'3.1 MILES NORTHEAST OF BURLINGTON STATION AT LEBANON 3 POLES
 LJ0054'EAST OF MILE POST 43, 100 FEET EAST OF CROSSING, 21 FEET NORTH
 LJ0054'OF CENTERLINE OF C.B. AND Q. RR. TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0309 ***********************************************************************
 NO0309  DESIGNATION -  T 206
 NO0309  PID         -  NO0309
 NO0309  STATE/COUNTY-  NE/CHERRY
 NO0309  COUNTRY     -  US
 NO0309  USGS QUAD   -  MERRIMAN (2017)
 NO0309
 NO0309                         *CURRENT SURVEY CONTROL
 NO0309  ______________________________________________________________________
 NO0309* NAD 83(1986) POSITION- 42 55 41.     (N) 101 38 26.     (W)   SCALED
 NO0309* NAVD 88 ORTHO HEIGHT -   983.354 (meters)     3226.22  (feet) ADJUSTED
 NO0309  ______________________________________________________________________
 NO0309  GEOID HEIGHT    -        -19.431 (meters)                     GEOID18
 NO0309  DYNAMIC HEIGHT  -        982.931 (meters)     3224.83  (feet) COMP
 NO0309  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 NO0309
 NO0309  VERT ORDER      -  FIRST     CLASS II
 NO0309
 NO0309.The horizontal coordinates were scaled from a map and have
 NO0309.an estimated accuracy of +/- 6 seconds.
 NO0309
 NO0309.The orthometric height was determined by differential leveling and
 NO0309.adjusted by the NATIONAL GEODETIC SURVEY
 NO0309.in June 1991.
 NO0309
 NO0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0309.GEOID18 height accuracy estimate available here.
 NO0309
 NO0309.Click photographs - Photos may exist for this station.
 NO0309
 NO0309.The dynamic height is computed by dividing the NAVD 88
 NO0309.geopotential number by the normal gravity value computed on the
 NO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0309.degrees latitude (g = 980.6199 gals.).
 NO0309
 NO0309.The modeled gravity was interpolated from observed gravity values.
 NO0309
 NO0309;                    North         East    Units  Estimated Accuracy
 NO0309;SPC NE       -   344,900.      366,080.      MT  (+/- 180 meters Scaled)
 NO0309
 NO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN845562(NAD 83)
 NO0309
 NO0309                          SUPERSEDED SURVEY CONTROL
 NO0309
 NO0309  NGVD 29 (??/??/92)  982.946  (m)         3224.88   (f) ADJ UNCH    1 2
 NO0309
 NO0309.Superseded values are not recommended for survey control.
 NO0309
 NO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0309.See file dsdata.pdf to determine how the superseded data were derived.
 NO0309
 NO0309_MARKER: DB = BENCH MARK DISK
 NO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0309_STAMPING: T 206 1938
 NO0309_MARK LOGO: CGS
 NO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0309+STABILITY: SURFACE MOTION
 NO0309
 NO0309  HISTORY     - Date     Condition        Report By
 NO0309  HISTORY     - 1938     MONUMENTED       CGS
 NO0309  HISTORY     - 1957     POOR             CGS
 NO0309  HISTORY     - 19991006 MARK NOT FOUND   NGS
 NO0309
 NO0309                          STATION DESCRIPTION
 NO0309
 NO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NO0309'3.5 MI E FROM MERRIMAN.
 NO0309'ALONG THE RIGHT OF WAY OF THE CHICAGO AND NORTHWESTERN RAILROAD,
 NO0309'AT A PRIVATE ROAD CROSSING, 54 FEET WEST OF THE CENTER LINE OF
 NO0309'PRIVATE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 NO0309'18 FEET SOUTHEAST OF A TELEPHONE POLE, AND 24 FEET NORTH OF THE
 NO0309'RIGHT OF WAY FENCE.
 NO0309
 NO0309                          STATION RECOVERY (1957)
 NO0309
 NO0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NO0309'MARK RECOVERED IN POOR CONDITION.
 NO0309
 NO0309                          STATION RECOVERY (1999)
 NO0309
 NO0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0309'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0298 ***********************************************************************
 LG0298  DESIGNATION -  T 207
 LG0298  PID         -  LG0298
 LG0298  STATE/COUNTY-  NE/LANCASTER
 LG0298  COUNTRY     -  US
 LG0298  USGS QUAD   -  ROCA (2017)
 LG0298
 LG0298                         *CURRENT SURVEY CONTROL
 LG0298  ______________________________________________________________________
 LG0298* NAD 83(1986) POSITION- 40 44 26.     (N) 096 37 59.     (W)   SCALED
 LG0298* NAVD 88 ORTHO HEIGHT -   386.617 (meters)     1268.43  (feet) ADJUSTED
 LG0298  ______________________________________________________________________
 LG0298  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 LG0298  DYNAMIC HEIGHT  -        386.449 (meters)     1267.87  (feet) COMP
 LG0298  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 LG0298
 LG0298  VERT ORDER      -  FIRST     CLASS II
 LG0298
 LG0298.The horizontal coordinates were scaled from a map and have
 LG0298.an estimated accuracy of +/- 6 seconds.
 LG0298
 LG0298.The orthometric height was determined by differential leveling and
 LG0298.adjusted by the NATIONAL GEODETIC SURVEY
 LG0298.in June 1991.
 LG0298
 LG0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0298.GEOID18 height accuracy estimate available here.
 LG0298
 LG0298.Click photographs - Photos may exist for this station.
 LG0298
 LG0298.The dynamic height is computed by dividing the NAVD 88
 LG0298.geopotential number by the normal gravity value computed on the
 LG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0298.degrees latitude (g = 980.6199 gals.).
 LG0298
 LG0298.The modeled gravity was interpolated from observed gravity values.
 LG0298
 LG0298;                    North         East    Units  Estimated Accuracy
 LG0298;SPC NE       -   106,260.      784,240.      MT  (+/- 180 meters Scaled)
 LG0298
 LG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998126(NAD 83)
 LG0298
 LG0298                          SUPERSEDED SURVEY CONTROL
 LG0298
 LG0298  NGVD 29 (??/??/92)  386.518  (m)         1268.10   (f) ADJ UNCH    1 2
 LG0298
 LG0298.Superseded values are not recommended for survey control.
 LG0298
 LG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0298.See file dsdata.pdf to determine how the superseded data were derived.
 LG0298
 LG0298_MARKER: DB = BENCH MARK DISK
 LG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0298_STAMPING: T 207 1940
 LG0298_MARK LOGO: CGS
 LG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0298+STABILITY: SURFACE MOTION
 LG0298
 LG0298  HISTORY     - Date     Condition        Report By
 LG0298  HISTORY     - 1940     MONUMENTED       CGS
 LG0298  HISTORY     - 1960     GOOD             CGS
 LG0298
 LG0298                          STATION DESCRIPTION
 LG0298
 LG0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LG0298'2.8 MI NW FROM CHENEY.
 LG0298'2.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0298'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 700
 LG0298'FEET NORTHWEST OF MILEPOST 55, AT A DIRT ROAD CROSSING, 52
 LG0298'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 49 FEET WEST OF THE
 LG0298'CENTERLINE OF THE TRACK, 27 FEET SOUTH OF THE CENTERLINE OF THE
 LG0298'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH
 LG0298'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T
 LG0298'207 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0298'0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0318 ***********************************************************************
 LG0318  DESIGNATION -  T 208
 LG0318  PID         -  LG0318
 LG0318  STATE/COUNTY-  NE/LANCASTER
 LG0318  COUNTRY     -  US
 LG0318  USGS QUAD   -  EMERALD (2017)
 LG0318
 LG0318                         *CURRENT SURVEY CONTROL
 LG0318  ______________________________________________________________________
 LG0318* NAD 83(1986) POSITION- 40 46 05.     (N) 096 47 11.     (W)   SCALED
 LG0318* NAVD 88 ORTHO HEIGHT -   360.951 (meters)     1184.22  (feet) ADJUSTED
 LG0318  ______________________________________________________________________
 LG0318  GEOID HEIGHT    -        -26.169 (meters)                     GEOID18
 LG0318  DYNAMIC HEIGHT  -        360.787 (meters)     1183.68  (feet) COMP
 LG0318  MODELED GRAVITY -    980,157.9   (mgal)                       NAVD 88
 LG0318
 LG0318  VERT ORDER      -  FIRST     CLASS II
 LG0318
 LG0318.The horizontal coordinates were scaled from a map and have
 LG0318.an estimated accuracy of +/- 6 seconds.
 LG0318
 LG0318.The orthometric height was determined by differential leveling and
 LG0318.adjusted by the NATIONAL GEODETIC SURVEY
 LG0318.in June 1991.
 LG0318
 LG0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0318.GEOID18 height accuracy estimate available here.
 LG0318
 LG0318.Click photographs - Photos may exist for this station.
 LG0318
 LG0318.The dynamic height is computed by dividing the NAVD 88
 LG0318.geopotential number by the normal gravity value computed on the
 LG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0318.degrees latitude (g = 980.6199 gals.).
 LG0318
 LG0318.The modeled gravity was interpolated from observed gravity values.
 LG0318
 LG0318;                    North         East    Units  Estimated Accuracy
 LG0318;SPC NE       -   108,820.      771,190.      MT  (+/- 180 meters Scaled)
 LG0318
 LG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL868153(NAD 83)
 LG0318
 LG0318                          SUPERSEDED SURVEY CONTROL
 LG0318
 LG0318  NGVD 29 (??/??/92)  360.843  (m)         1183.87   (f) ADJ UNCH    1 2
 LG0318
 LG0318.Superseded values are not recommended for survey control.
 LG0318
 LG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0318.See file dsdata.pdf to determine how the superseded data were derived.
 LG0318
 LG0318_MARKER: DB = BENCH MARK DISK
 LG0318_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0318_SP_SET: FOOTING
 LG0318_STAMPING: T 208 1940
 LG0318_MARK LOGO: CGS
 LG0318_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0318+STABILITY: SURFACE MOTION
 LG0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0318+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0318
 LG0318  HISTORY     - Date     Condition        Report By
 LG0318  HISTORY     - 1940     MONUMENTED       CGS
 LG0318  HISTORY     - 19911022 GOOD             NGS
 LG0318  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 LG0318
 LG0318                          STATION DESCRIPTION
 LG0318
 LG0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0318'5.2 MI SW FROM LINCOLN.
 LG0318'5.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0318'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 340
 LG0318'FEET SOUTHWEST OF MILEPOST 65, AT SEMAPHORE 6508, IN THE TOP
 LG0318'OF THE NORTHWEST CORNER OF THE CONCRETE BASE, AND 10 FEET
 LG0318'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LG0318'T 208 1940.
 LG0318
 LG0318                          STATION RECOVERY (1991)
 LG0318
 LG0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0318'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0318'U.S. HIGHWAY 77 IN LINCOLN, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 LG0318'VAN DORN STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG WEST VAN DORN
 LG0318'STREET, THENCE 4.4 KM (2.75 MI) SOUTHWESTERLY ALONG THE BURLINGTON
 LG0318'NORTHERN RAILROAD, 0.8 KM (0.50 MI) EAST OF THE INTERSECTION OF
 LG0318'SOUTHWEST 56TH STREET, NEAR THE NORTHWEST CORNER OF THE CONCRETE
 LG0318'FOOTING OF RAILROAD SIGNAL NUMBER S 560, 2.2 M (7.2 FT) SOUTH OF AND
 LG0318'LEVEL WITH THE NEAR RAIL, AND THE FOOTING PROJECTS 0.3 M (1.0 FT)
 LG0318'ABOVE THE GROUND SURFACE.
 LG0318
 LG0318                          STATION RECOVERY (2005)
 LG0318
 LG0318'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0318'NO EVIDENCE OF RAILROAD SIGNAL S 560 OR ITS FOOTING REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0243 ***********************************************************************
 NO0243  DESIGNATION -  T 21
 NO0243  PID         -  NO0243
 NO0243  STATE/COUNTY-  NE/CHERRY
 NO0243  COUNTRY     -  US
 NO0243  USGS QUAD   -  MULLEN NE (2017)
 NO0243
 NO0243                         *CURRENT SURVEY CONTROL
 NO0243  ______________________________________________________________________
 NO0243* NAD 83(1986) POSITION- 42 10 42.     (N) 101 02 13.     (W)   SCALED
 NO0243* NAVD 88 ORTHO HEIGHT -   983.458 (meters)     3226.56  (feet) ADJUSTED
 NO0243  ______________________________________________________________________
 NO0243  GEOID HEIGHT    -        -20.630 (meters)                     GEOID18
 NO0243  DYNAMIC HEIGHT  -        982.944 (meters)     3224.88  (feet) COMP
 NO0243  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 NO0243
 NO0243  VERT ORDER      -  FIRST     CLASS II
 NO0243
 NO0243.The horizontal coordinates were scaled from a map and have
 NO0243.an estimated accuracy of +/- 6 seconds.
 NO0243
 NO0243.The orthometric height was determined by differential leveling and
 NO0243.adjusted by the NATIONAL GEODETIC SURVEY
 NO0243.in June 1994.
 NO0243
 NO0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0243.GEOID18 height accuracy estimate available here.
 NO0243
 NO0243.Click photographs - Photos may exist for this station.
 NO0243
 NO0243.The dynamic height is computed by dividing the NAVD 88
 NO0243.geopotential number by the normal gravity value computed on the
 NO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0243.degrees latitude (g = 980.6199 gals.).
 NO0243
 NO0243.The modeled gravity was interpolated from observed gravity values.
 NO0243
 NO0243;                    North         East    Units  Estimated Accuracy
 NO0243;SPC NE       -   260,870.      414,350.      MT  (+/- 180 meters Scaled)
 NO0243
 NO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317715(NAD 83)
 NO0243
 NO0243                          SUPERSEDED SURVEY CONTROL
 NO0243
 NO0243  NAVD 88 (06/15/91)  983.478  (m)         3226.63   (f) SUPERSEDED  1 2
 NO0243  NGVD 29 (02/14/92)  983.134  (m)         3225.50   (f) ADJUSTED    1 2
 NO0243  NGVD 29 (??/??/87)  983.129  (m)         3225.48   (f) SUPERSEDED  1 2
 NO0243
 NO0243.Superseded values are not recommended for survey control.
 NO0243
 NO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0243.See file dsdata.pdf to determine how the superseded data were derived.
 NO0243
 NO0243_MARKER: DB = BENCH MARK DISK
 NO0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0243_STAMPING: T 21 1933 3225.482
 NO0243_MARK LOGO: CGS
 NO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0243+STABILITY: SURFACE MOTION
 NO0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0243+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 NO0243
 NO0243  HISTORY     - Date     Condition        Report By
 NO0243  HISTORY     - 1933     MONUMENTED       CGS
 NO0243  HISTORY     - 1934     GOOD             CGS
 NO0243  HISTORY     - 1983     GOOD
 NO0243  HISTORY     - 19910814 GOOD             NGS
 NO0243
 NO0243                          STATION DESCRIPTION
 NO0243
 NO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0243'9.4 MI N FROM MULLEN.
 NO0243'IN CHERRY COUNTY, 9.4 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0243'HOOKER COUNTY, 0.6 MILE SOUTH OF CHERRY SCHOOL, ON A LOW
 NO0243'BENCH IN A VALLEY BETWEEN TWO LARGE SAND HILLS, ABOUT 400 YARDS
 NO0243'WEST OF A RANCHHOUSE AND WINDMILL, AND 100 FEET EAST OF THE
 NO0243'ROAD.  A STANDARD DISK, STAMPED 3225.482 T 21 1933 AND SET IN
 NO0243'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0243
 NO0243                          STATION RECOVERY (1934)
 NO0243
 NO0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0243'RECOVERED IN GOOD CONDITION.
 NO0243
 NO0243                          STATION RECOVERY (1983)
 NO0243
 NO0243'RECOVERED 1983
 NO0243'RECOVERED IN GOOD CONDITION.
 NO0243
 NO0243                          STATION RECOVERY (1991)
 NO0243
 NO0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0243'15.5 KM (9.65 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0243'OF STATE HIGHWAY 2 IN MULLEN, 72.2 M (236.9 FT) SOUTHEAST OF THE EAST
 NO0243'END OF A 36-INCH PIPE CULVERT, 30.1 M (98.8 FT) EAST OF THE HIGHWAY
 NO0243'CENTERLINE, 14.9 M (48.9 FT) EAST OF A WITNESS POST AND FENCE, 0.5 M
 NO0243'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 NO0243'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1400 ***********************************************************************
 MK1400  DESIGNATION -  T 210
 MK1400  PID         -  MK1400
 MK1400  STATE/COUNTY-  NE/PLATTE
 MK1400  COUNTRY     -  US
 MK1400  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1400
 MK1400                         *CURRENT SURVEY CONTROL
 MK1400  ______________________________________________________________________
 MK1400* NAD 83(1986) POSITION- 41 21 45.     (N) 097 33 15.     (W)   SCALED
 MK1400* NAVD 88 ORTHO HEIGHT -   459.243 (meters)     1506.70  (feet) ADJUSTED
 MK1400  ______________________________________________________________________
 MK1400  GEOID HEIGHT    -        -25.337 (meters)                     GEOID18
 MK1400  DYNAMIC HEIGHT  -        459.036 (meters)     1506.02  (feet) COMP
 MK1400  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 MK1400
 MK1400  VERT ORDER      -  FIRST     CLASS II
 MK1400
 MK1400.The horizontal coordinates were scaled from a map and have
 MK1400.an estimated accuracy of +/- 6 seconds.
 MK1400
 MK1400.The orthometric height was determined by differential leveling and
 MK1400.adjusted by the NATIONAL GEODETIC SURVEY
 MK1400.in June 1991.
 MK1400
 MK1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1400.GEOID18 height accuracy estimate available here.
 MK1400
 MK1400.Click photographs - Photos may exist for this station.
 MK1400
 MK1400.The dynamic height is computed by dividing the NAVD 88
 MK1400.geopotential number by the normal gravity value computed on the
 MK1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1400.degrees latitude (g = 980.6199 gals.).
 MK1400
 MK1400.The modeled gravity was interpolated from observed gravity values.
 MK1400
 MK1400;                    North         East    Units  Estimated Accuracy
 MK1400;SPC NE       -   172,670.      704,550.      MT  (+/- 180 meters Scaled)
 MK1400
 MK1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL209800(NAD 83)
 MK1400
 MK1400                          SUPERSEDED SURVEY CONTROL
 MK1400
 MK1400  NGVD 29 (??/??/92)  459.049  (m)         1506.06   (f) ADJ UNCH    1 2
 MK1400
 MK1400.Superseded values are not recommended for survey control.
 MK1400
 MK1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1400.See file dsdata.pdf to determine how the superseded data were derived.
 MK1400
 MK1400_MARKER: DB = BENCH MARK DISK
 MK1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1400_SP_SET: BRIDGE
 MK1400_STAMPING: T 210 1940
 MK1400_MARK LOGO: CGS
 MK1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1400
 MK1400  HISTORY     - Date     Condition        Report By
 MK1400  HISTORY     - 1940     MONUMENTED       CGS
 MK1400
 MK1400                          STATION DESCRIPTION
 MK1400
 MK1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1400'3.6 MI SW FROM DUNCAN.
 MK1400'3.58 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1400'DUNCAN.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1400'RR., 145 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 30,
 MK1400'12.7 FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, B.M. IS SET
 MK1400'FLUSH AND HORIZONTALLY IN TOP OF CONCRETE RR. BRIDGE NO. 95.78,
 MK1400'1.0 FOOT NORTH OF SOUTH END OF EAST ABUTMENT.  NO 4 X 4 INCH
 MK1400'WOODEN POST WAS SET BECAUSE BRIDGE SERVES AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1376 ***********************************************************************
 MK1376  DESIGNATION -  T 211
 MK1376  PID         -  MK1376
 MK1376  STATE/COUNTY-  NE/MERRICK
 MK1376  COUNTRY     -  US
 MK1376  USGS QUAD   -  CLARKS (2017)
 MK1376
 MK1376                         *CURRENT SURVEY CONTROL
 MK1376  ______________________________________________________________________
 MK1376* NAD 83(1986) POSITION- 41 12 19.     (N) 097 51 13.     (W)   SCALED
 MK1376* NAVD 88 ORTHO HEIGHT -   496.892 (meters)     1630.22  (feet) ADJUSTED
 MK1376  ______________________________________________________________________
 MK1376  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 MK1376  DYNAMIC HEIGHT  -        496.653 (meters)     1629.44  (feet) COMP
 MK1376  MODELED GRAVITY -    980,127.6   (mgal)                       NAVD 88
 MK1376
 MK1376  VERT ORDER      -  FIRST     CLASS II
 MK1376
 MK1376.The horizontal coordinates were scaled from a map and have
 MK1376.an estimated accuracy of +/- 6 seconds.
 MK1376
 MK1376.The orthometric height was determined by differential leveling and
 MK1376.adjusted by the NATIONAL GEODETIC SURVEY
 MK1376.in June 1991.
 MK1376
 MK1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1376.GEOID18 height accuracy estimate available here.
 MK1376
 MK1376.Click photographs - Photos may exist for this station.
 MK1376
 MK1376.The dynamic height is computed by dividing the NAVD 88
 MK1376.geopotential number by the normal gravity value computed on the
 MK1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1376.degrees latitude (g = 980.6199 gals.).
 MK1376
 MK1376.The modeled gravity was interpolated from observed gravity values.
 MK1376
 MK1376;                    North         East    Units  Estimated Accuracy
 MK1376;SPC NE       -   154,560.      679,950.      MT  (+/- 180 meters Scaled)
 MK1376
 MK1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL961621(NAD 83)
 MK1376
 MK1376                          SUPERSEDED SURVEY CONTROL
 MK1376
 MK1376  NGVD 29 (??/??/92)  496.683  (m)         1629.53   (f) ADJ UNCH    1 2
 MK1376
 MK1376.Superseded values are not recommended for survey control.
 MK1376
 MK1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1376.See file dsdata.pdf to determine how the superseded data were derived.
 MK1376
 MK1376_MARKER: DB = BENCH MARK DISK
 MK1376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1376_SP_SET: CULVERT HEADWALL
 MK1376_STAMPING: T 211 1940
 MK1376_MARK LOGO: CGS
 MK1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1376+STABILITY: SURFACE MOTION
 MK1376
 MK1376  HISTORY     - Date     Condition        Report By
 MK1376  HISTORY     - 1940     MONUMENTED       CGS
 MK1376  HISTORY     - 1962     MARK NOT FOUND   USGS
 MK1376
 MK1376                          STATION DESCRIPTION
 MK1376
 MK1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1376'1.2 MI SW FROM CLARKS.
 MK1376'1.2 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1376'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 85
 MK1376'FEET SOUTHWEST OF BLOCK SIGNAL NO. 1148, 12.6 FEET SOUTH OF CENTERLINE
 MK1376'OF SOUTH MAIN TRACK, B.M. IS SET FLUSH AND HORIZONTALLY IN TOP
 MK1376'OF THE EAST END OF SOUTH CONCRETE HEADWALL OF A 36 INCH PIPE
 MK1376'CULVERT NO. 114.83.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE
 MK1376'BLOCK SIGNAL SERVES AS LANDMARK.
 MK1376
 MK1376                          STATION RECOVERY (1962)
 MK1376
 MK1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1148 ***********************************************************************
 MK1148  DESIGNATION -  T 212
 MK1148  PID         -  MK1148
 MK1148  STATE/COUNTY-  NE/MADISON
 MK1148  COUNTRY     -  US
 MK1148  USGS QUAD   -  ENOLA (2017)
 MK1148
 MK1148                         *CURRENT SURVEY CONTROL
 MK1148  ______________________________________________________________________
 MK1148* NAD 83(1986) POSITION- 41 54 00.     (N) 097 27 53.     (W)   SCALED
 MK1148* NAVD 88 ORTHO HEIGHT -   517.617 (meters)     1698.22  (feet) ADJUSTED
 MK1148  ______________________________________________________________________
 MK1148  GEOID HEIGHT    -        -24.647 (meters)                     GEOID18
 MK1148  DYNAMIC HEIGHT  -        517.408 (meters)     1697.53  (feet) COMP
 MK1148  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 MK1148
 MK1148  VERT ORDER      -  FIRST     CLASS II
 MK1148
 MK1148.The horizontal coordinates were scaled from a map and have
 MK1148.an estimated accuracy of +/- 6 seconds.
 MK1148
 MK1148.The orthometric height was determined by differential leveling and
 MK1148.adjusted by the NATIONAL GEODETIC SURVEY
 MK1148.in June 1991.
 MK1148
 MK1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1148.GEOID18 height accuracy estimate available here.
 MK1148
 MK1148.Click photographs - Photos may exist for this station.
 MK1148
 MK1148.The dynamic height is computed by dividing the NAVD 88
 MK1148.geopotential number by the normal gravity value computed on the
 MK1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1148.degrees latitude (g = 980.6199 gals.).
 MK1148
 MK1148.The modeled gravity was interpolated from observed gravity values.
 MK1148
 MK1148;                    North         East    Units  Estimated Accuracy
 MK1148;SPC NE       -   232,540.      710,280.      MT  (+/- 180 meters Scaled)
 MK1148
 MK1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM273398(NAD 83)
 MK1148
 MK1148                          SUPERSEDED SURVEY CONTROL
 MK1148
 MK1148  NGVD 29 (??/??/92)  517.430  (m)         1697.60   (f) ADJ UNCH    1 2
 MK1148
 MK1148.Superseded values are not recommended for survey control.
 MK1148
 MK1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1148.See file dsdata.pdf to determine how the superseded data were derived.
 MK1148
 MK1148_MARKER: DB = BENCH MARK DISK
 MK1148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1148_SP_SET: CULVERT HEADWALL
 MK1148_STAMPING: T 212 1940
 MK1148_MARK LOGO: CGS
 MK1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1148+STABILITY: SURFACE MOTION
 MK1148
 MK1148  HISTORY     - Date     Condition        Report By
 MK1148  HISTORY     - 1940     MONUMENTED       CGS
 MK1148
 MK1148                          STATION DESCRIPTION
 MK1148
 MK1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1148'0.5 MI S FROM ENOLA.
 MK1148'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 380 FEET
 MK1148'NORTH OF THE NORTH WHISTLE POST, 75 FEET EAST OF CENTERLINE
 MK1148'OF NORTH-SOUTH DIRT ROAD, 9.3 FEET WEST OF CENTERLINE OF TRACK,
 MK1148'B.M. IS SET FLUSH AND HORIZONTALLY IN THE TOP OF THE NORTHWEST
 MK1148'CORNER OF THE WEST HEADWALL OF A STONE CULVERT WHICH RUNS
 MK1148'UNDERNEATH THE RR.  NO 4X4 INCH WOODEN POST WAS SET BECAUSE
 MK1148'CULVERT SERVES AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1141 ***********************************************************************
 NM1141  DESIGNATION -  T 213
 NM1141  PID         -  NM1141
 NM1141  STATE/COUNTY-  NE/MADISON
 NM1141  COUNTRY     -  US
 NM1141  USGS QUAD   -  NORFOLK (2017)
 NM1141
 NM1141                         *CURRENT SURVEY CONTROL
 NM1141  ______________________________________________________________________
 NM1141* NAD 83(1986) POSITION- 42 04 34.     (N) 097 26 00.     (W)   SCALED
 NM1141* NAVD 88 ORTHO HEIGHT -   469.866 (meters)     1541.55  (feet) ADJUSTED
 NM1141  ______________________________________________________________________
 NM1141  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 NM1141  DYNAMIC HEIGHT  -        469.682 (meters)     1540.95  (feet) COMP
 NM1141  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 NM1141
 NM1141  VERT ORDER      -  FIRST     CLASS II
 NM1141
 NM1141.The horizontal coordinates were scaled from a map and have
 NM1141.an estimated accuracy of +/- 6 seconds.
 NM1141
 NM1141.The orthometric height was determined by differential leveling and
 NM1141.adjusted by the NATIONAL GEODETIC SURVEY
 NM1141.in June 1991.
 NM1141
 NM1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1141.GEOID18 height accuracy estimate available here.
 NM1141
 NM1141.Click photographs - Photos may exist for this station.
 NM1141
 NM1141.The dynamic height is computed by dividing the NAVD 88
 NM1141.geopotential number by the normal gravity value computed on the
 NM1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1141.degrees latitude (g = 980.6199 gals.).
 NM1141
 NM1141.The modeled gravity was interpolated from observed gravity values.
 NM1141
 NM1141;                    North         East    Units  Estimated Accuracy
 NM1141;SPC NE       -   252,160.      712,300.      MT  (+/- 180 meters Scaled)
 NM1141
 NM1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM295594(NAD 83)
 NM1141
 NM1141                          SUPERSEDED SURVEY CONTROL
 NM1141
 NM1141  NGVD 29 (??/??/92)  469.685  (m)         1540.96   (f) ADJ UNCH    1 2
 NM1141
 NM1141.Superseded values are not recommended for survey control.
 NM1141
 NM1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1141.See file dsdata.pdf to determine how the superseded data were derived.
 NM1141
 NM1141_MARKER: DB = BENCH MARK DISK
 NM1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1141_STAMPING: T 213 1940
 NM1141_MARK LOGO: CGS
 NM1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1141+STABILITY: SURFACE MOTION
 NM1141
 NM1141  HISTORY     - Date     Condition        Report By
 NM1141  HISTORY     - 1940     MONUMENTED       CGS
 NM1141  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NM1141
 NM1141                          STATION DESCRIPTION
 NM1141
 NM1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1141'3.3 MI NW FROM NORFOLK.
 NM1141'3.3 MI NW ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1141'SEVENETH ST STATION AT NORFOLK, MADISON COUNTY, AT THE CROSSING
 NM1141'OF AN EAST-AND-WEST PRIVATE ROAD, 48 FT E OF THE CENTERLINE
 NM1141'OF THE TRACK, 31 FT N OF THE CENTERLINE OF THE ROAD, 1.5 FT W OF
 NM1141'THE RIGHT-OF-WAY FENCE, AND 3 FT N OF A WHITE WOODEN WITNESS
 NM1141'POST.  A STANDARD DISK, STAMPED T 213 1940 AND SET IN THE TOP
 NM1141'OF A CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND.
 NM1141
 NM1141                          STATION RECOVERY (1982)
 NM1141
 NM1141'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NM1141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0178 ***********************************************************************
 NP0178  DESIGNATION -  T 214
 NP0178  PID         -  NP0178
 NP0178  STATE/COUNTY-  NE/SHERIDAN
 NP0178  COUNTRY     -  US
 NP0178  USGS QUAD   -  ANTIOCH (2017)
 NP0178
 NP0178                         *CURRENT SURVEY CONTROL
 NP0178  ______________________________________________________________________
 NP0178* NAD 83(1986) POSITION- 42 04 11.     (N) 102 35 37.     (W)   SCALED
 NP0178* NAVD 88 ORTHO HEIGHT -  1185.856 (meters)     3890.60  (feet) ADJUSTED
 NP0178  ______________________________________________________________________
 NP0178  GEOID HEIGHT    -        -18.822 (meters)                     GEOID18
 NP0178  DYNAMIC HEIGHT  -       1185.169 (meters)     3888.34  (feet) COMP
 NP0178  MODELED GRAVITY -    980,001.9   (mgal)                       NAVD 88
 NP0178
 NP0178  VERT ORDER      -  SECOND    CLASS 0
 NP0178
 NP0178.The horizontal coordinates were scaled from a map and have
 NP0178.an estimated accuracy of +/- 6 seconds.
 NP0178
 NP0178.The orthometric height was determined by differential leveling and
 NP0178.adjusted by the NATIONAL GEODETIC SURVEY
 NP0178.in June 1991.
 NP0178
 NP0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0178.GEOID18 height accuracy estimate available here.
 NP0178
 NP0178.Click photographs - Photos may exist for this station.
 NP0178
 NP0178.The dynamic height is computed by dividing the NAVD 88
 NP0178.geopotential number by the normal gravity value computed on the
 NP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0178.degrees latitude (g = 980.6199 gals.).
 NP0178
 NP0178.The modeled gravity was interpolated from observed gravity values.
 NP0178
 NP0178;                    North         East    Units  Estimated Accuracy
 NP0178;SPC NE       -   251,520.      285,450.      MT  (+/- 180 meters Scaled)
 NP0178
 NP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG990603(NAD 83)
 NP0178
 NP0178                          SUPERSEDED SURVEY CONTROL
 NP0178
 NP0178  NGVD 29 (??/??/92) 1185.291  (m)         3888.74   (f) ADJ UNCH    2 0
 NP0178
 NP0178.Superseded values are not recommended for survey control.
 NP0178
 NP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0178.See file dsdata.pdf to determine how the superseded data were derived.
 NP0178
 NP0178_MARKER: DB = BENCH MARK DISK
 NP0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0178_SP_SET: FOUNDATION
 NP0178_STAMPING: T 214 1940
 NP0178_MARK LOGO: CGS
 NP0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0178+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 NP0178
 NP0178  HISTORY     - Date     Condition        Report By
 NP0178  HISTORY     - 1940     MONUMENTED       CGS
 NP0178  HISTORY     - 1977     GOOD             BNRR
 NP0178  HISTORY     - 20060607 GOOD             INDIV
 NP0178  HISTORY     - 20070424 GOOD             NEDR
 NP0178
 NP0178                          STATION DESCRIPTION
 NP0178
 NP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0178'0.3 MI W FROM ANTIOCH.
 NP0178'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0178'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 125 FEET NORTHWEST
 NP0178'OF THE CENTER OF A DIRT-ROAD CROSSING, 115 FEET NORTH OF THE
 NP0178'CENTERLINE OF THE TRACK, AT AN ABANDONED POTASH PLANT, AND IN THE
 NP0178'TOP OF THE SOUTHWEST CORNER OF THE HIGHEST PART OF THE CONCRETE
 NP0178'FOUNDATION.  A STANDARD DISK, STAMPED T 214 1940.
 NP0178
 NP0178                          STATION RECOVERY (1977)
 NP0178
 NP0178'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0178'RECOVERED IN GOOD CONDITION.
 NP0178
 NP0178                          STATION RECOVERY (2006)
 NP0178
 NP0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KPB)
 NP0178'RECOVERED IN GOOD CONDITION.
 NP0178
 NP0178                          STATION RECOVERY (2007)
 NP0178
 NP0178'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0178'NEW TIES.... 2.0 FT. ABOVE GROUND, 21.0 FT. SSW TO BASE OF METAL
 NP0178'WITNESS POST IN RAILROAD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0546 ***********************************************************************
 LF0546  DESIGNATION -  T 215
 LF0546  PID         -  LF0546
 LF0546  STATE/COUNTY-  NE/RICHARDSON
 LF0546  COUNTRY     -  US
 LF0546  USGS QUAD   -  DAWSON (2017)
 LF0546
 LF0546                         *CURRENT SURVEY CONTROL
 LF0546  ______________________________________________________________________
 LF0546* NAD 83(1986) POSITION- 40 07 42.     (N) 095 50 49.     (W)   SCALED
 LF0546* NAVD 88 ORTHO HEIGHT -   290.816 (meters)      954.12  (feet) ADJUSTED
 LF0546  ______________________________________________________________________
 LF0546  GEOID HEIGHT    -        -29.851 (meters)                     GEOID18
 LF0546  DYNAMIC HEIGHT  -        290.652 (meters)      953.58  (feet) COMP
 LF0546  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 LF0546
 LF0546  VERT ORDER      -  SECOND    CLASS 0
 LF0546
 LF0546.The horizontal coordinates were scaled from a map and have
 LF0546.an estimated accuracy of +/- 6 seconds.
 LF0546
 LF0546.The orthometric height was determined by differential leveling and
 LF0546.adjusted by the NATIONAL GEODETIC SURVEY
 LF0546.in June 1991.
 LF0546
 LF0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0546.GEOID18 height accuracy estimate available here.
 LF0546
 LF0546.Click photographs - Photos may exist for this station.
 LF0546
 LF0546.The dynamic height is computed by dividing the NAVD 88
 LF0546.geopotential number by the normal gravity value computed on the
 LF0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0546.degrees latitude (g = 980.6199 gals.).
 LF0546
 LF0546.The modeled gravity was interpolated from observed gravity values.
 LF0546
 LF0546;                    North         East    Units  Estimated Accuracy
 LF0546;SPC NE       -    41,260.      853,830.      MT  (+/- 180 meters Scaled)
 LF0546
 LF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE574458(NAD 83)
 LF0546
 LF0546                          SUPERSEDED SURVEY CONTROL
 LF0546
 LF0546  NGVD 29 (??/??/92)  290.730  (m)          953.84   (f) ADJ UNCH    2 0
 LF0546
 LF0546.Superseded values are not recommended for survey control.
 LF0546
 LF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0546.See file dsdata.pdf to determine how the superseded data were derived.
 LF0546
 LF0546_MARKER: DB = BENCH MARK DISK
 LF0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0546_SP_SET: BRIDGE
 LF0546_STAMPING: T 215 1945
 LF0546_MARK LOGO: CGS
 LF0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0546
 LF0546  HISTORY     - Date     Condition        Report By
 LF0546  HISTORY     - 1945     MONUMENTED       CGS
 LF0546  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 LF0546
 LF0546                          STATION DESCRIPTION
 LF0546
 LF0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0546'0.9 MI NW FROM DAWSON.
 LF0546'0.9 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0546'RAILROAD FROM THE STATION AT DAWSON, 10 POLES NORTHWEST OF
 LF0546'MILEPOST 34, AT BRIDGE 34.24, IN THE TOP OF THE NORTH END OF THE
 LF0546'NORTHWEST ABUTMENT, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LF0546'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK,
 LF0546'STAMPED T 215 1945.
 LF0546
 LF0546                          STATION RECOVERY (1981)
 LF0546
 LF0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0546'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0159 ***********************************************************************
 NN0159  DESIGNATION -  T 216
 NN0159  PID         -  NN0159
 NN0159  STATE/COUNTY-  NE/HOLT
 NN0159  COUNTRY     -  US
 NN0159  USGS QUAD   -  EWING (2017)
 NN0159
 NN0159                         *CURRENT SURVEY CONTROL
 NN0159  ______________________________________________________________________
 NN0159* NAD 83(1986) POSITION- 42 20 08.     (N) 098 20 24.     (W)   SCALED
 NN0159* NAVD 88 ORTHO HEIGHT -   602.741 (meters)     1977.49  (feet) ADJUSTED
 NN0159  ______________________________________________________________________
 NN0159  GEOID HEIGHT    -        -24.746 (meters)                     GEOID18
 NN0159  DYNAMIC HEIGHT  -        602.495 (meters)     1976.69  (feet) COMP
 NN0159  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 NN0159
 NN0159  VERT ORDER      -  FIRST     CLASS II
 NN0159
 NN0159.The horizontal coordinates were scaled from a map and have
 NN0159.an estimated accuracy of +/- 6 seconds.
 NN0159
 NN0159.The orthometric height was determined by differential leveling and
 NN0159.adjusted by the NATIONAL GEODETIC SURVEY
 NN0159.in June 1991.
 NN0159
 NN0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0159.GEOID18 height accuracy estimate available here.
 NN0159
 NN0159.Click photographs - Photos may exist for this station.
 NN0159
 NN0159.The dynamic height is computed by dividing the NAVD 88
 NN0159.geopotential number by the normal gravity value computed on the
 NN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0159.degrees latitude (g = 980.6199 gals.).
 NN0159
 NN0159.The modeled gravity was interpolated from observed gravity values.
 NN0159
 NN0159;                    North         East    Units  Estimated Accuracy
 NN0159;SPC NE       -   279,130.      636,770.      MT  (+/- 180 meters Scaled)
 NN0159
 NN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM543872(NAD 83)
 NN0159
 NN0159                          SUPERSEDED SURVEY CONTROL
 NN0159
 NN0159  NGVD 29 (??/??/92)  602.528  (m)         1976.79   (f) ADJ UNCH    1 2
 NN0159
 NN0159.Superseded values are not recommended for survey control.
 NN0159
 NN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0159.See file dsdata.pdf to determine how the superseded data were derived.
 NN0159
 NN0159_MARKER: DB = BENCH MARK DISK
 NN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0159_STAMPING: T 216 1946
 NN0159_MARK LOGO: CGS
 NN0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0159+STABILITY: SURFACE MOTION
 NN0159
 NN0159  HISTORY     - Date     Condition        Report By
 NN0159  HISTORY     - 1946     MONUMENTED       CGS
 NN0159  HISTORY     - 19940815 GOOD             NEDR
 NN0159
 NN0159                          STATION DESCRIPTION
 NN0159
 NN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0159'5.1 MI W FROM ORCHARD.
 NN0159'IN HOLT COUNTY, 5.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE
 NN0159'POST OFFICE AT ORCHARD, ANTELOPE COUNTY, AT THE EAST JUNCTION
 NN0159'OF STATE HIGHWAY 108, 50 FEET NORTH OF THE CENTERLINE OF U.S.
 NN0159'HIGHWAY 20, 45 FEET WEST OF THE EXTENDED CENTERLINE OF STATE
 NN0159'HIGHWAY 108, 4 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 NN0159'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NN0159'WITH U.S. HIGHWAY 20.  A STANDARD DISK, STAMPED T 216 1946 AND
 NN0159'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0159'GROUND.
 NN0159
 NN0159                          STATION RECOVERY (1994)
 NN0159
 NN0159'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0159'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0159'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7413 ***********************************************************************
 AA7413  DESIGNATION -  T 216 RESET
 AA7413  PID         -  AA7413
 AA7413  STATE/COUNTY-  NE/HOLT
 AA7413  COUNTRY     -  US
 AA7413  USGS QUAD   -  EWING (2017)
 AA7413
 AA7413                         *CURRENT SURVEY CONTROL
 AA7413  ______________________________________________________________________
 AA7413* NAD 83(1986) POSITION- 42 20 12.54   (N) 098 20 22.92   (W)   HD_HELD1
 AA7413* NAVD 88 ORTHO HEIGHT -   602.38  (+/-2cm)     1976.3   (feet) VERTCON
 AA7413  ______________________________________________________________________
 AA7413  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 AA7413  VERT ORDER      -  THIRD (See Below)
 AA7413
 AA7413.The horizontal coordinates were determined by differentially corrected
 AA7413.hand held GPS observations or other comparable positioning techniques
 AA7413.and have an estimated accuracy of +/- 3 meters.
 AA7413
 AA7413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7413
 AA7413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7413.GEOID18 height accuracy estimate available here.
 AA7413
 AA7413.The vertical order pertains to the NGVD 29 superseded value.
 AA7413
 AA7413.Click photographs - Photos may exist for this station.
 AA7413
 AA7413;                    North         East    Units  Estimated Accuracy
 AA7413;SPC NE       -   279,273.7     636,788.6     MT  (+/- 3 meters HH1 GPS) 
 AA7413
 AA7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5439587384(NAD 83)
 AA7413
 AA7413                          SUPERSEDED SURVEY CONTROL
 AA7413
 AA7413  NGVD 29 (01/31/13)  602.17   (m)         1975.6    (f) RESET       3  
 AA7413
 AA7413.Superseded values are not recommended for survey control.
 AA7413
 AA7413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7413.See file dsdata.pdf to determine how the superseded data were derived.
 AA7413
 AA7413_MARKER: DV = VERTICAL CONTROL DISK
 AA7413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7413_STAMPING: T 216 RESET 1994
 AA7413_MARK LOGO: NGS
 AA7413_PROJECTION: RECESSED 12 CENTIMETERS
 AA7413_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7413+STABILITY: SURFACE MOTION
 AA7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7413+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2018
 AA7413
 AA7413  HISTORY     - Date     Condition        Report By
 AA7413  HISTORY     - 1994     MONUMENTED       NEDR
 AA7413  HISTORY     - 20180419 GOOD             NEGS
 AA7413
 AA7413                          STATION DESCRIPTION
 AA7413
 AA7413'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7413'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) WEST FROM ORCHARD, ON
 AA7413'PUBLIC RIGHT-OF-WAY AND NEAR THE SOUTHEAST CORNER OF SEC3, T27N, R9W.
 AA7413'TO REACH THE MARK FROM THE POST OFFICE, IN ORCHARD, GO WEST ON U.S.
 AA7413'HIGHWAY 20 FOR 4.75 MI (7.64 KM) TO THE JUNCTION WITH STATE HIGHWAY
 AA7413'45B LINK AND THE MARK ON THE RIGHT, 146.30 M (479.99 FT) NORTH ALONG
 AA7413'STATE ROAD 45B LINK. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AA7413'POST THAT IS RECESSED 0.10 M (0.33 FT) BELOW THE GROUND SURFACE AND IS
 AA7413'9.80 M (32.15 FT) WEST FROM THE CENTERLINE OF THE STATE ROAD, 16.860 M
 AA7413'(55.315 FT) NORTH-NORTHEAST FROM A NAIL AND WASHER IN A POWER POLE,
 AA7413'10.175 M (33.382 FT) SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN THE TOP
 AA7413'OF A FENCE POST, 9.054 M (29.705 FT) NORTHWEST FROM A NAIL AND WASHER
 AA7413'IN A FENCE POST AND 0.680 M (2.231 FT) EAST FROM A WITNESS POST.
 AA7413
 AA7413                          STATION RECOVERY (2018)
 AA7413
 AA7413'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AA7413'TO REACH FROM THE INTERSECTION OF HIGHWAY 20 AND NOBLE STREET IN
 AA7413'ORCHARD, NEBRASKA, PROCEED WEST ON HIGHWAY 20 FOR 5.13 MI (8.25 KM) TO
 AA7413'AN INTERSECTION NAMED HIGHWAY 20 AND 508TH AVE (NORTH) AND SPUR 45B
 AA7413'(SOUTH).  TURN RIGHT (NORTH) ONTO COUNTY ROAD 508TH AND PROCEED NORTH
 AA7413'FOR APPROXIMATELY 480 FT (146.3 M) TO THE STATION ON THE LEFT.
 AA7413'
 AA7413'IT IS LOCATED 32.15 FT (9.8 M) WEST OF THE CENTER OF THE ROAD, 43.2 FT
 AA7413'(13.2 M) SOUTH OF A NAIL WITH ELECTRIC FENCE BRACKET ON THE WEST SIDE
 AA7413'OF A POWER POLE AND 1.3 FT (0.4 M) SOUTH OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0196 ***********************************************************************
 NN0196  DESIGNATION -  T 217
 NN0196  PID         -  NN0196
 NN0196  STATE/COUNTY-  NE/HOLT
 NN0196  COUNTRY     -  US
 NN0196  USGS QUAD   -  O'NEILL (2017)
 NN0196
 NN0196                         *CURRENT SURVEY CONTROL
 NN0196  ______________________________________________________________________
 NN0196* NAD 83(1986) POSITION- 42 27 26.     (N) 098 38 13.     (W)   SCALED
 NN0196* NAVD 88 ORTHO HEIGHT -   606.028 (meters)     1988.28  (feet) ADJUSTED
 NN0196  ______________________________________________________________________
 NN0196  GEOID HEIGHT    -        -24.401 (meters)                     GEOID18
 NN0196  DYNAMIC HEIGHT  -        605.803 (meters)     1987.54  (feet) COMP
 NN0196  MODELED GRAVITY -    980,228.9   (mgal)                       NAVD 88
 NN0196
 NN0196  VERT ORDER      -  FIRST     CLASS II
 NN0196
 NN0196.The horizontal coordinates were scaled from a map and have
 NN0196.an estimated accuracy of +/- 6 seconds.
 NN0196
 NN0196.The orthometric height was determined by differential leveling and
 NN0196.adjusted by the NATIONAL GEODETIC SURVEY
 NN0196.in June 1991.
 NN0196
 NN0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0196.GEOID18 height accuracy estimate available here.
 NN0196
 NN0196.Click photographs - Photos may exist for this station.
 NN0196
 NN0196.The dynamic height is computed by dividing the NAVD 88
 NN0196.geopotential number by the normal gravity value computed on the
 NN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0196.degrees latitude (g = 980.6199 gals.).
 NN0196
 NN0196.The modeled gravity was interpolated from observed gravity values.
 NN0196
 NN0196;                    North         East    Units  Estimated Accuracy
 NN0196;SPC NE       -   292,220.      612,090.      MT  (+/- 180 meters Scaled)
 NN0196
 NN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN298006(NAD 83)
 NN0196
 NN0196                          SUPERSEDED SURVEY CONTROL
 NN0196
 NN0196  NGVD 29 (??/??/92)  605.835  (m)         1987.64   (f) ADJ UNCH    1 2
 NN0196
 NN0196.Superseded values are not recommended for survey control.
 NN0196
 NN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0196.See file dsdata.pdf to determine how the superseded data were derived.
 NN0196
 NN0196_MARKER: DR = REFERENCE MARK DISK
 NN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0196_STAMPING: T 217 1946
 NN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0196+STABILITY: SURFACE MOTION
 NN0196
 NN0196  HISTORY     - Date     Condition        Report By
 NN0196  HISTORY     - 1946     MONUMENTED       CGS
 NN0196  HISTORY     - 1947     GOOD             CGS
 NN0196
 NN0196                          STATION DESCRIPTION
 NN0196
 NN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NN0196'0.6 MI E FROM O NEILL.
 NN0196'0.6 MILE EAST ALONG U.S. HIGHWAY 20 FROM A POINT SOUTH OF THE
 NN0196'POST OFFICE AT O NEILL, HOLT COUNTY, AT THE EAST CITY LIMITS,
 NN0196'100 YARDS SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 108, 175
 NN0196'FEET EAST OF THE NORTHEAST CORNER OF A SMALL WHITE FRAME HOUSE,
 NN0196'57 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 31 FEET EAST
 NN0196'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A
 NN0196'WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.
 NN0196'A STANDARD DISK, STAMPED T 217 1946 AND SET IN THE TOP OF A
 NN0196'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0418 ***********************************************************************
 NN0418  DESIGNATION -  T 218
 NN0418  PID         -  NN0418
 NN0418  STATE/COUNTY-  NE/HOLT
 NN0418  COUNTRY     -  US
 NN0418  USGS QUAD   -  STUART NE (2017)
 NN0418
 NN0418                         *CURRENT SURVEY CONTROL
 NN0418  ______________________________________________________________________
 NN0418* NAD 83(1986) POSITION- 42 42 36.64   (N) 099 06 31.26   (W)   HD_HELD1
 NN0418* NAVD 88 ORTHO HEIGHT -   636.845 (meters)     2089.38  (feet) ADJUSTED
 NN0418  ______________________________________________________________________
 NN0418  GEOID HEIGHT    -        -24.394 (meters)                     GEOID18
 NN0418  DYNAMIC HEIGHT  -        636.603 (meters)     2088.59  (feet) COMP
 NN0418  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 NN0418
 NN0418  VERT ORDER      -  SECOND    CLASS 0
 NN0418
 NN0418.The horizontal coordinates were determined by differentially corrected
 NN0418.hand held GPS observations or other comparable positioning techniques
 NN0418.and have an estimated accuracy of +/- 3 meters.
 NN0418
 NN0418.The orthometric height was determined by differential leveling and
 NN0418.adjusted by the NATIONAL GEODETIC SURVEY
 NN0418.in June 1991.
 NN0418
 NN0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0418.GEOID18 height accuracy estimate available here.
 NN0418
 NN0418.Click photographs - Photos may exist for this station.
 NN0418
 NN0418.The dynamic height is computed by dividing the NAVD 88
 NN0418.geopotential number by the normal gravity value computed on the
 NN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0418.degrees latitude (g = 980.6199 gals.).
 NN0418
 NN0418.The modeled gravity was interpolated from observed gravity values.
 NN0418
 NN0418;                    North         East    Units  Estimated Accuracy
 NN0418;SPC NE       -   319,803.3     573,009.4     MT  (+/- 3 meters HH1 GPS) 
 NN0418
 NN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9109928637(NAD 83)
 NN0418
 NN0418                          SUPERSEDED SURVEY CONTROL
 NN0418
 NN0418  NGVD 29 (??/??/92)  636.604  (m)         2088.59   (f) ADJ UNCH    2 0
 NN0418
 NN0418.Superseded values are not recommended for survey control.
 NN0418
 NN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0418.See file dsdata.pdf to determine how the superseded data were derived.
 NN0418
 NN0418_MARKER: DB = BENCH MARK DISK
 NN0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0418_STAMPING: T 218 1946
 NN0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0418+STABILITY: SURFACE MOTION
 NN0418
 NN0418  HISTORY     - Date     Condition        Report By
 NN0418  HISTORY     - 1946     MONUMENTED       CGS
 NN0418
 NN0418                          STATION DESCRIPTION
 NN0418
 NN0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0418'11.1 MI N FROM STUART.
 NN0418'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0418'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0418'NO. 20, THENCE NORTH 8.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0418'MARK, BENCH MARK IS ABOUT MIDWAY BETWEEN TWO LOW HILLS, 41.0 FEET
 NN0418'WEST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE
 NN0418'ROAD, 70.0 FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT EAST OF A
 NN0418'FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0418'DISK STAMPED T 218 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0418'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0344 ***********************************************************************
 NN0344  DESIGNATION -  T 219
 NN0344  PID         -  NN0344
 NN0344  STATE/COUNTY-  NE/HOLT
 NN0344  COUNTRY     -  US
 NN0344  USGS QUAD   -  STUART (2017)
 NN0344
 NN0344                         *CURRENT SURVEY CONTROL
 NN0344  ______________________________________________________________________
 NN0344* NAD 83(1986) POSITION- 42 35 40.     (N) 099 10 37.     (W)   SCALED
 NN0344* NAVD 88 ORTHO HEIGHT -   660.022 (meters)     2165.42  (feet) ADJUSTED
 NN0344  ______________________________________________________________________
 NN0344  GEOID HEIGHT    -        -23.899 (meters)                     GEOID18
 NN0344  DYNAMIC HEIGHT  -        659.763 (meters)     2164.57  (feet) COMP
 NN0344  MODELED GRAVITY -    980,207.2   (mgal)                       NAVD 88
 NN0344
 NN0344  VERT ORDER      -  FIRST     CLASS II
 NN0344
 NN0344.The horizontal coordinates were scaled from a map and have
 NN0344.an estimated accuracy of +/- 6 seconds.
 NN0344
 NN0344.The orthometric height was determined by differential leveling and
 NN0344.adjusted by the NATIONAL GEODETIC SURVEY
 NN0344.in June 1991.
 NN0344
 NN0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0344.GEOID18 height accuracy estimate available here.
 NN0344
 NN0344.Click photographs - Photos may exist for this station.
 NN0344
 NN0344.The dynamic height is computed by dividing the NAVD 88
 NN0344.geopotential number by the normal gravity value computed on the
 NN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0344.degrees latitude (g = 980.6199 gals.).
 NN0344
 NN0344.The modeled gravity was interpolated from observed gravity values.
 NN0344
 NN0344;                    North         East    Units  Estimated Accuracy
 NN0344;SPC NE       -   306,890.      567,540.      MT  (+/- 180 meters Scaled)
 NN0344
 NN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN854157(NAD 83)
 NN0344
 NN0344                          SUPERSEDED SURVEY CONTROL
 NN0344
 NN0344  NGVD 29 (??/??/92)  659.790  (m)         2164.66   (f) ADJ UNCH    1 2
 NN0344
 NN0344.Superseded values are not recommended for survey control.
 NN0344
 NN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0344.See file dsdata.pdf to determine how the superseded data were derived.
 NN0344
 NN0344_MARKER: DB = BENCH MARK DISK
 NN0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0344_STAMPING: T 219 1946
 NN0344_MARK LOGO: CGS
 NN0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0344+STABILITY: SURFACE MOTION
 NN0344
 NN0344  HISTORY     - Date     Condition        Report By
 NN0344  HISTORY     - 1946     MONUMENTED       CGS
 NN0344  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0344
 NN0344                          STATION DESCRIPTION
 NN0344
 NN0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0344'0.3 MI S FROM STUART.
 NN0344'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0344'HOLT COUNTY, THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0344'SOUTHWEST CORNER OF A PASTURE, 61 FEET NORTH OF THE CENTERLINE OF
 NN0344'THE HIGHWAY, 29 FEET NORTH OF THE EAST END OF AN 18-INCH
 NN0344'CORRUGATED-IRON CULVERT, 8.5 FEET EAST OF A FENCE CORNER, 1 FOOT
 NN0344'SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0344'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED T 219 1946 AND
 NN0344'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NN0344
 NN0344                          STATION RECOVERY (1982)
 NN0344
 NN0344'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0346 ***********************************************************************
 NN0346  DESIGNATION -  T 219 RESET
 NN0346  PID         -  NN0346
 NN0346  STATE/COUNTY-  NE/HOLT
 NN0346  COUNTRY     -  US
 NN0346  USGS QUAD   -  STUART (2017)
 NN0346
 NN0346                         *CURRENT SURVEY CONTROL
 NN0346  ______________________________________________________________________
 NN0346* NAD 83(1986) POSITION- 42 35 40.03   (N) 099 10 36.97   (W)   HD_HELD1
 NN0346* NAVD 88 ORTHO HEIGHT -   659.91  (+/-2cm)     2165.1   (feet) VERTCON
 NN0346  ______________________________________________________________________
 NN0346  GEOID HEIGHT    -        -23.899 (meters)                     GEOID18
 NN0346  VERT ORDER      -  THIRD (See Below)
 NN0346
 NN0346.The horizontal coordinates were determined by differentially corrected
 NN0346.hand held GPS observations or other comparable positioning techniques
 NN0346.and have an estimated accuracy of +/- 3 meters.
 NN0346
 NN0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0346
 NN0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0346.GEOID18 height accuracy estimate available here.
 NN0346
 NN0346.The vertical order pertains to the NGVD 29 superseded value.
 NN0346
 NN0346.Click photographs - Photos may exist for this station.
 NN0346
 NN0346;                    North         East    Units  Estimated Accuracy
 NN0346;SPC NE       -   306,894.8     567,541.3     MT  (+/- 3 meters HH1 GPS) 
 NN0346
 NN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8548315796(NAD 83)
 NN0346
 NN0346                          SUPERSEDED SURVEY CONTROL
 NN0346
 NN0346  NGVD 29 (01/31/13)  659.68   (m)         2164.3    (f) RESET       3  
 NN0346
 NN0346.Superseded values are not recommended for survey control.
 NN0346
 NN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0346.See file dsdata.pdf to determine how the superseded data were derived.
 NN0346
 NN0346_MARKER: DV = VERTICAL CONTROL DISK
 NN0346_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0346+WITH SETTING: INTO GROUND
 NN0346_STAMPING: T 219 RESET 1976
 NN0346_MARK LOGO: NGS
 NN0346_PROJECTION: FLUSH
 NN0346_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0346+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0346
 NN0346  HISTORY     - Date     Condition        Report By
 NN0346  HISTORY     - 1976     MONUMENTED       NGS
 NN0346  HISTORY     - 20210707 GOOD             NEGS
 NN0346
 NN0346                          STATION DESCRIPTION
 NN0346
 NN0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0346'2 MI SW FROM STUART.
 NN0346'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0346'HOLT COUNTY, THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 20, 100.5
 NN0346'FEET NORTH OF THE CENTER OF THE HIGHWAY, 30 FEET NORTH OF A
 NN0346'CORNER FENCE POST, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND 1 FOOT
 NN0346'SOUTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED, T 219
 NN0346'RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 NN0346'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE WITH GRAVEL
 NN0346'AND FLUSH WITH THE GROUND SURFACE.
 NN0346
 NN0346                          STATION RECOVERY (2021)
 NN0346
 NN0346'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0346'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NORTH MAIN
 NN0346'STREET AT STUART, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 1.75
 NN0346'MI (2.82 KM) TO MILE POST 277.89 AND THE MARK ON THE RIGHT (NORTH).
 NN0346'
 NN0346'THE MARK IS 100.5 FT (30.6 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 NN0346'20, 30.0 FT (9.1 M) NORTH OF EAST GATE CORNER POST IN AN EAST TO WEST
 NN0346'FENCE LINE, 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST, 1.0 FT (0.3
 NN0346'M) WEST OF A NORTH TO SOUTH FENCE LINE, 0.85 FT (26 CM)
 NN0346'NORTH-NORTHWEST OF NORTH GATE POST IN THE NORTH TO SOUTH FENCE LINE
 NN0346'AND 5.4 FT (1.6 M) SOUTH OF A BRACE POST IN THE NORTH TO SOUTH FENCE
 NN0346'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0156 ***********************************************************************
 MM0156  DESIGNATION -  T 22
 MM0156  PID         -  MM0156
 MM0156  STATE/COUNTY-  NE/MCPHERSON
 MM0156  COUNTRY     -  US
 MM0156  USGS QUAD   -  TRYON (2017)
 MM0156
 MM0156                         *CURRENT SURVEY CONTROL
 MM0156  ______________________________________________________________________
 MM0156* NAD 83(1986) POSITION- 41 33 08.     (N) 100 55 33.     (W)   SCALED
 MM0156* NAVD 88 ORTHO HEIGHT -   993.809 (meters)     3260.52  (feet) ADJUSTED
 MM0156  ______________________________________________________________________
 MM0156  GEOID HEIGHT    -        -21.654 (meters)                     GEOID18
 MM0156  DYNAMIC HEIGHT  -        993.215 (meters)     3258.57  (feet) COMP
 MM0156  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 MM0156
 MM0156  VERT ORDER      -  FIRST     CLASS II
 MM0156
 MM0156.The horizontal coordinates were scaled from a map and have
 MM0156.an estimated accuracy of +/- 6 seconds.
 MM0156
 MM0156.The orthometric height was determined by differential leveling and
 MM0156.adjusted by the NATIONAL GEODETIC SURVEY
 MM0156.in June 1991.
 MM0156
 MM0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0156.GEOID18 height accuracy estimate available here.
 MM0156
 MM0156.Click photographs - Photos may exist for this station.
 MM0156
 MM0156.The dynamic height is computed by dividing the NAVD 88
 MM0156.geopotential number by the normal gravity value computed on the
 MM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0156.degrees latitude (g = 980.6199 gals.).
 MM0156
 MM0156.The modeled gravity was interpolated from observed gravity values.
 MM0156
 MM0156;                    North         East    Units  Estimated Accuracy
 MM0156;SPC NE       -   191,250.      422,790.      MT  (+/- 180 meters Scaled)
 MM0156
 MM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM393018(NAD 83)
 MM0156
 MM0156                          SUPERSEDED SURVEY CONTROL
 MM0156
 MM0156  NGVD 29 (02/14/92)  993.436  (m)         3259.30   (f) ADJUSTED    1 2
 MM0156  NGVD 29 (??/??/87)  993.438  (m)         3259.30   (f) SUPERSEDED  1 2
 MM0156
 MM0156.Superseded values are not recommended for survey control.
 MM0156
 MM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0156.See file dsdata.pdf to determine how the superseded data were derived.
 MM0156
 MM0156_MARKER: DB = BENCH MARK DISK
 MM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0156_STAMPING: T 22 1933 3259.304
 MM0156_MARK LOGO: CGS
 MM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0156+STABILITY: SURFACE MOTION
 MM0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0156+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0156
 MM0156  HISTORY     - Date     Condition        Report By
 MM0156  HISTORY     - 1933     MONUMENTED       CGS
 MM0156  HISTORY     - 19910820 GOOD             NGS
 MM0156
 MM0156                          STATION DESCRIPTION
 MM0156
 MM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0156'1.6 MI E FROM TRYON.
 MM0156'1.6 MILES EAST ALONG A DIRT ROAD FROM TRYON, MC PHERSON COUNTY,
 MM0156'ABOUT 150 YARDS NORTH OF A GROUP OF FARM BUILDINGS IN A GROVE
 MM0156'OF EVERGREENS, AT THE JUCTION OF A T-ROAD LEADING SOUTH, AT THE
 MM0156'FIRST S-CURV EAST OF THE TOWN, 71 FEET SOUTH OF THE CENTERLINE
 MM0156'OF THE EAST-AND-WEST ROAD, AND 47 FEET WEST OF THE ROAD LEADING
 MM0156'SOUTH.  A STANDARD DISK, STAMPED 3259.304 T 22 1933 AND SET IN
 MM0156'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0156
 MM0156                          STATION RECOVERY (1991)
 MM0156
 MM0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0156'3.2 KM (2.00 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0156'IN TRYON, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG A DIRT ROAD LEADING
 MM0156'TO THE ALBERT SCHMIDT RESIDENCE, THENCE 0.1 KM (0.05 MI) NORTHERLY
 MM0156'ALONG A TRACK ROAD, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A FENCE
 MM0156'LINE, 62.8 M (206.0 FT) SOUTH OF A FENCE, 18.9 M (62.0 FT) WEST OF A
 MM0156'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT)
 MM0156'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 MM0156'ALBERT SCHMIDT, HC 35, BOX 5, TRYON, NE 69167, TELEPHONE NUMBER (308)
 MM0156'587-2427.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0389 ***********************************************************************
 NN0389  CBN         -  This is a Cooperative Base Network Control Station.
 NN0389  DESIGNATION -  T 220
 NN0389  PID         -  NN0389
 NN0389  STATE/COUNTY-  NE/KEYA PAHA
 NN0389  COUNTRY     -  US
 NN0389  USGS QUAD   -  JAMISON (2017)
 NN0389
 NN0389                         *CURRENT SURVEY CONTROL
 NN0389  ______________________________________________________________________
 NN0389* NAD 83(2011) POSITION- 42 53 00.56775(N) 099 18 22.36066(W)   ADJUSTED
 NN0389* NAD 83(2011) ELLIP HT-   576.663 (meters)        (06/27/12)   ADJUSTED
 NN0389* NAD 83(2011) EPOCH   -  2010.00
 NN0389* NAVD 88 ORTHO HEIGHT -   601.361 (meters)     1972.97  (feet) ADJUSTED
 NN0389  ______________________________________________________________________
 NN0389  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 NN0389  NAD 83(2011) X  -   -756,999.549 (meters)                     COMP
 NN0389  NAD 83(2011) Y  - -4,619,580.470 (meters)                     COMP
 NN0389  NAD 83(2011) Z  -  4,318,419.183 (meters)                     COMP
 NN0389  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 NN0389  DYNAMIC HEIGHT  -        601.137 (meters)     1972.23  (feet) COMP
 NN0389  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 NN0389
 NN0389  VERT ORDER      -  SECOND    CLASS 0
 NN0389
 NN0389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0389  Standards:
 NN0389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0389  -------------------------------------------------------------------
 NN0389  NETWORK    0.55   1.53           0.26   0.17   0.78     -0.02398222
 NN0389  -------------------------------------------------------------------
 NN0389  Click here for local accuracies and other accuracy information.
 NN0389
 NN0389.The horizontal coordinates were established by GPS observations
 NN0389.and adjusted by the National Geodetic Survey in June 2012.
 NN0389
 NN0389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0389.been affixed to the stable North American tectonic plate. See 
 NN0389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0389
 NN0389.The horizontal coordinates are valid at the epoch date displayed above
 NN0389.which is a decimal equivalence of Year/Month/Day.
 NN0389
 NN0389.The orthometric height was determined by differential leveling and
 NN0389.adjusted by the NATIONAL GEODETIC SURVEY
 NN0389.in June 1991.
 NN0389
 NN0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0389.GEOID18 height accuracy estimate available here.
 NN0389
 NN0389.Click photographs - Photos may exist for this station.
 NN0389
 NN0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0389
 NN0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0389
 NN0389.The ellipsoidal height was determined by GPS observations
 NN0389.and is referenced to NAD 83.
 NN0389
 NN0389.The dynamic height is computed by dividing the NAVD 88
 NN0389.geopotential number by the normal gravity value computed on the
 NN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0389.degrees latitude (g = 980.6199 gals.).
 NN0389
 NN0389.The modeled gravity was interpolated from observed gravity values.
 NN0389
 NN0389. The following values were computed from the NAD 83(2011) position.
 NN0389
 NN0389;                    North         East     Units Scale Factor Converg.
 NN0389;SPC NE       -   338,905.809   556,675.454   MT  0.99994864   +0 27 35.2
 NN0389;SPC NE       - 1,111,893.48  1,826,359.39   sFT  0.99994864   +0 27 35.2
 NN0389;UTM  14      - 4,747,922.279   474,994.107   MT  0.99960769   -0 12 30.2
 NN0389
 NN0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0389!SPC NE       -   0.99990957  x   0.99994864  =   0.99985822
 NN0389!UTM  14      -   0.99990957  x   0.99960769  =   0.99951730
 NN0389
 NN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7499447922(NAD 83)
 NN0389
 NN0389                          SUPERSEDED SURVEY CONTROL
 NN0389
 NN0389  NAD 83(2007)-  42 53 00.56775(N)    099 18 22.36143(W) AD(2002.00) 0
 NN0389  ELLIP H (02/10/07)  576.692  (m)                       GP(2002.00)    
 NN0389  ELLIP H (09/24/01)  576.663  (m)                       GP(       ) 4 1
 NN0389  NAD 83(1995)-  42 53 00.56739(N)    099 18 22.36149(W) AD(       ) B
 NN0389  ELLIP H (06/25/96)  576.722  (m)                       GP(       ) 1 1
 NN0389  NAVD 88             601.36   (m)         1973.0    (f) LEVELING    3  
 NN0389  NGVD 29 (??/??/92)  601.085  (m)         1972.06   (f) ADJ UNCH    2 0
 NN0389
 NN0389.Superseded values are not recommended for survey control.
 NN0389
 NN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0389.See file dsdata.pdf to determine how the superseded data were derived.
 NN0389
 NN0389_MARKER: DB = BENCH MARK DISK
 NN0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0389_STAMPING: T 220 1946
 NN0389_MARK LOGO: CGS
 NN0389_PROJECTION: PROJECTING 8 CENTIMETERS
 NN0389_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0389+STABILITY: SURFACE MOTION
 NN0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0389+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 NN0389
 NN0389  HISTORY     - Date     Condition        Report By
 NN0389  HISTORY     - 1946     MONUMENTED       CGS
 NN0389  HISTORY     - 19950614 GOOD             NGS
 NN0389  HISTORY     - 19960723 GOOD             NGS
 NN0389  HISTORY     - 20141210 GOOD             INDIV
 NN0389  HISTORY     - 20160215 GOOD             NEGS
 NN0389  HISTORY     - 20161001 GOOD             NEGS
 NN0389  HISTORY     - 20210708 GOOD             NEGS
 NN0389  HISTORY     - 20220729 GOOD             NEGS
 NN0389
 NN0389                          STATION DESCRIPTION
 NN0389
 NN0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0389'5.5 MI SE FROM BROCKSBURG.
 NN0389'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0389'ALONG A GRADED DIRT ROAD, THENCE EAST 1.5 MILES ALONG A GRADED
 NN0389'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 34.0 FEET SOUTH OF AND
 NN0389'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 15.0 FEET EAST OF
 NN0389'A NORTH-SOUTH FENCE LINE LEADING NORTH FROM ROAD, 1.0 FOOT NORTH
 NN0389'OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0389'BRONZE DISK STAMPED T 220 1946 AND SET IN THE TOP OF A CONCRETE
 NN0389'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 NN0389
 NN0389                          STATION RECOVERY (1995)
 NN0389
 NN0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0389'THE MARK IS LOCATED ABOUT 19.5 MI (31.4 KM) NORTH-NORTHEAST OF
 NN0389'NEWPORT, 14.75 MI (23.74 KM) EAST-SOUTHEAST OF BURTON, 3 MI (4.8 KM)
 NN0389'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 12 AND 137, ON THE SOUTH
 NN0389'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND NEAR THE NORTH 1/4 CORNER,
 NN0389'SEC34, T34N, R17W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 NN0389'HIGHWAYS 12 AND 137, ABOUT 13 MI (20.9 KM) EAST OF BURTON AND ABOUT
 NN0389'5.5 MI (8.9 KM) SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, GO
 NN0389'SOUTH ON HIGHWAY 137 FOR 2.40 MI (3.86 KM) TO A SIDE ROAD ON THE LEFT.
 NN0389'TURN LEFT AND GO EAST ON A GRADED COUNTY ROAD FOR 1.5 MI (2.4 KM) TO
 NN0389'THE MARK ON THE RIGHT, ACROSS THE ROAD FROM A FIELD ENTRANCE AND A
 NN0389'T-FENCE LEADING NORTH.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NN0389'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 69.30 FT
 NN0389'(21.12 M) SOUTH-SOUTHWEST OF THE T-FENCE CORNER, 34.5 FT (10.5 M)
 NN0389'SOUTH OF THE CENTERLINE OF THE ROAD, 16.7 FT (5.1 M) WEST OF THE
 NN0389'EXTENSION OF THE NORTH-SOUTH FENCE LINE, 2.4 FT (0.7 M) SOUTH OF A
 NN0389'FIBERGLASS WITNESS POST, 2.0 FT (0.6 M) NORTH OF THE SOUTH
 NN0389'RIGHT-OF-WAY FENCE, 1.1 FT (0.3 M) EAST OF A WOODEN WITNESS POST AND
 NN0389'ABOUT LEVEL WITH THE ROAD.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF
 NN0389'THE MARK.
 NN0389
 NN0389                          STATION RECOVERY (1996)
 NN0389
 NN0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NN0389'RECOVERED AS DESCRIBED.
 NN0389
 NN0389                          STATION RECOVERY (2014)
 NN0389
 NN0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NN0389'RECOVERED AS DESCRIBED.
 NN0389
 NN0389                          STATION RECOVERY (2016)
 NN0389
 NN0389'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JAA)
 NN0389'RECOVERED IN GOOD CONDITION
 NN0389
 NN0389                          STATION RECOVERY (2016)
 NN0389
 NN0389'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JH)
 NN0389'FOUND GOOD
 NN0389
 NN0389                          STATION RECOVERY (2021)
 NN0389
 NN0389'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0389'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND NE. HIGHWAY 137
 NN0389'APPROXIMATELY 22.0 MI (35.4 KM) NORTH OF NEWPORT, NE., GO SOUTH ON NE.
 NN0389'HIGHWAY 137 APPROXIMATELY 2.4 MI (3.9 KM) TO A COUNTY ROAD
 NN0389'INTERSECTION AT MILE POST 20.36.  TURN LEFT AND GO EAST APPROXIMATELY
 NN0389'1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT (SOUTH).  EROSION IS BECOMING
 NN0389'AN ISSUE.
 NN0389'
 NN0389'THE MARK IS 69.30 FT (21.1 M) SOUTH-SOUTHWEST OF A T FENCE CORNER
 NN0389'POST, 34.5 FT (10.5 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD, 16.7 FT
 NN0389'(5.1 M) WEST OF AN EXTENDED NORTH TO SOUTH FENCE LINE, 2.4 FT (0.7 M)
 NN0389'SOUTH OF A FIBERGLASS WITNESS POST, 2.0 FT (0.6 M) NORTH OF A EAST TO
 NN0389'WEST FENCE LINE AND AND 1.1 FT (0.3 M) EAST OF A WOODEN WITNESS POST.
 NN0389
 NN0389                          STATION RECOVERY (2022)
 NN0389
 NN0389'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (BO)
 NN0389'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND NE. HIGHWAY 137
 NN0389'APPROXIMATELY 22.0 MI (35.4 KM) NORTH OF NEWPORT, NE., GO SOUTH ON NE.
 NN0389'HIGHWAY 137 APPROXIMATELY 2.4 MI (3.9 KM) TO THE JUNCTION WITH COUNTY
 NN0389'ROAD 901 AT MILE POST 20.36.  TURN LEFT AND GO EAST APPROXIMATELY 1.5
 NN0389'MI (2.4 KM) ON CO.  ROAD 901 TO THE MARK ON THE RIGHT (SOUTH).
 NN0389'EROSION IS BECOMING AN ISSUE.  THE MARK IS 69.30 FT (21.1 M)
 NN0389'SOUTH-SOUTHWEST OF A T FENCE CORNER POST, 34.5 FT (10.5 M) SOUTH OF
 NN0389'THE CENTERLINE OF COUNTY ROAD 901, 16.7 FT (5.1 M) WEST OF AN EXTENDED
 NN0389'NORTH TO SOUTH FENCE LINE, 2.4 FT (0.7 M) SOUTH OF A FIBERGLASS
 NN0389'WITNESS POST, 2.0 FT (0.6 M) NORTH OF A EAST TO WEST FENCE LINE AND
 NN0389'AND 1.1 FT (0.3 M) EAST OF A WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1262 ***********************************************************************
 NM1262  DESIGNATION -  T 221
 NM1262  PID         -  NM1262
 NM1262  STATE/COUNTY-  NE/PIERCE
 NM1262  COUNTRY     -  US
 NM1262  USGS QUAD   -  PLAINVIEW (2017)
 NM1262
 NM1262                         *CURRENT SURVEY CONTROL
 NM1262  ______________________________________________________________________
 NM1262* NAD 83(1986) POSITION- 42 21 02.     (N) 097 48 59.     (W)   SCALED
 NM1262* NAVD 88 ORTHO HEIGHT -   520.221 (meters)     1706.76  (feet) ADJUSTED
 NM1262  ______________________________________________________________________
 NM1262  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 NM1262  DYNAMIC HEIGHT  -        520.028 (meters)     1706.13  (feet) COMP
 NM1262  MODELED GRAVITY -    980,234.5   (mgal)                       NAVD 88
 NM1262
 NM1262  VERT ORDER      -  FIRST     CLASS II
 NM1262
 NM1262.The horizontal coordinates were scaled from a map and have
 NM1262.an estimated accuracy of +/- 6 seconds.
 NM1262
 NM1262.The orthometric height was determined by differential leveling and
 NM1262.adjusted by the NATIONAL GEODETIC SURVEY
 NM1262.in June 1991.
 NM1262
 NM1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1262.GEOID18 height accuracy estimate available here.
 NM1262
 NM1262.Click photographs - Photos may exist for this station.
 NM1262
 NM1262.The dynamic height is computed by dividing the NAVD 88
 NM1262.geopotential number by the normal gravity value computed on the
 NM1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1262.degrees latitude (g = 980.6199 gals.).
 NM1262
 NM1262.The modeled gravity was interpolated from observed gravity values.
 NM1262
 NM1262;                    North         East    Units  Estimated Accuracy
 NM1262;SPC NE       -   281,760.      679,860.      MT  (+/- 180 meters Scaled)
 NM1262
 NM1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM974893(NAD 83)
 NM1262
 NM1262                          SUPERSEDED SURVEY CONTROL
 NM1262
 NM1262  NGVD 29 (??/??/92)  520.034  (m)         1706.14   (f) ADJ UNCH    1 2
 NM1262
 NM1262.Superseded values are not recommended for survey control.
 NM1262
 NM1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1262.See file dsdata.pdf to determine how the superseded data were derived.
 NM1262
 NM1262_MARKER: DB = BENCH MARK DISK
 NM1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1262_STAMPING: T 221 1946
 NM1262_MARK LOGO: CGS
 NM1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1262+STABILITY: SURFACE MOTION
 NM1262
 NM1262  HISTORY     - Date     Condition        Report By
 NM1262  HISTORY     - 1946     MONUMENTED       CGS
 NM1262  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1262
 NM1262                          STATION DESCRIPTION
 NM1262
 NM1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1262'0.9 MI W FROM PLAINVIEW.
 NM1262'0.9 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF STATE
 NM1262'HIGHWAY 13 AT PLAINVIEW, PIERCE COUNTY, 36 FEET SOUTH OF THE
 NM1262'CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF A FARM
 NM1262'DRIVE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NM1262'WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY.
 NM1262'A STANDARD DISK, STAMPED T 221 1946 AND SET IN THE TOP OF A
 NM1262'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NM1262
 NM1262                          STATION RECOVERY (1999)
 NM1262
 NM1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1262'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1263 ***********************************************************************
 NM1263  DESIGNATION -  T 221 RESET
 NM1263  PID         -  NM1263
 NM1263  STATE/COUNTY-  NE/PIERCE
 NM1263  COUNTRY     -  US
 NM1263  USGS QUAD   -  PLAINVIEW (2017)
 NM1263
 NM1263                         *CURRENT SURVEY CONTROL
 NM1263  ______________________________________________________________________
 NM1263* NAD 83(1986) POSITION- 42 21 02.     (N) 097 48 59.     (W)   SCALED
 NM1263* NAVD 88 ORTHO HEIGHT -   519.58  (meters)     1704.7   (feet) RESET
 NM1263  ______________________________________________________________________
 NM1263  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 NM1263  VERT ORDER      -  THIRD
 NM1263
 NM1263.The horizontal coordinates were scaled from a map and have
 NM1263.an estimated accuracy of +/- 6 seconds.
 NM1263
 NM1263.The orthometric height was computed from unverified reset data.
 NM1263
 NM1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1263.GEOID18 height accuracy estimate available here.
 NM1263
 NM1263.Click photographs - Photos may exist for this station.
 NM1263
 NM1263;                    North         East    Units  Estimated Accuracy
 NM1263;SPC NE       -   281,760.      679,860.      MT  (+/- 180 meters Scaled)
 NM1263
 NM1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM974893(NAD 83)
 NM1263
 NM1263                          SUPERSEDED SURVEY CONTROL
 NM1263
 NM1263  NGVD 29 (??/??/??)  519.40   (m)         1704.1    (f) RESET       3  
 NM1263
 NM1263.Superseded values are not recommended for survey control.
 NM1263
 NM1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1263.See file dsdata.pdf to determine how the superseded data were derived.
 NM1263
 NM1263_MARKER: DB = BENCH MARK DISK
 NM1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1263_STAMPING: T 221 RESET 1967
 NM1263_MARK LOGO: CGS
 NM1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1263+STABILITY: SURFACE MOTION
 NM1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1263+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1263
 NM1263  HISTORY     - Date     Condition        Report By
 NM1263  HISTORY     - 1967     MONUMENTED       NEDR
 NM1263  HISTORY     - 1967     GOOD             USGS
 NM1263  HISTORY     - 19991025 GOOD             NGS
 NM1263
 NM1263                          STATION DESCRIPTION
 NM1263
 NM1263'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1967
 NM1263'0.8 MI W FROM PLAINVIEW.
 NM1263'ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF
 NM1263'STATE HIGHWAY 13 AT PLAINVIEW, 59 FEET SOUTH OF THE CENTER
 NM1263'LINE OF THE HIGHWAY, 45 FEET EAST OF THE CENTER LINE OF FARM
 NM1263'DRIVE, 30 FEET EAST OF A TELEPHONE POLE, 0.5 FOOT NORTH OF A
 NM1263'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY, SET
 NM1263'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NM1263'GROUND.
 NM1263
 NM1263                          STATION RECOVERY (1967)
 NM1263
 NM1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM1263'0.9 MILE WEST ALONG U.S. HIGHWAY 20 TO MARK ON LEFT AT A FARM YARD.
 NM1263'STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH
 NM1263'THE GROUND, NO DESCRIPTION AVAILABLE AT THIS TIME.
 NM1263
 NM1263                          STATION RECOVERY (1999)
 NM1263
 NM1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1263'1.2 KM (0.75 MI) WESTERLY ALONG U.S.  HIGHWAY 20 FROM THE JUNCTION OF
 NM1263'STATE HIGHWAY 13 IN PLAINVIEW, 18.4 M (60.4 FT) NORTHWEST OF THE
 NM1263'NORTHWEST CORNER OF A HOUSE, 18.0 M (59.1 FT) SOUTH OF THE HIGHWAY
 NM1263'CENTERLINE, 13.5 M (44.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.3 M
 NM1263'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 NM1263'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM1263'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0156 ***********************************************************************
 NN0156  DESIGNATION -  T 222
 NN0156  PID         -  NN0156
 NN0156  STATE/COUNTY-  NE/ANTELOPE
 NN0156  COUNTRY     -  US
 NN0156  USGS QUAD   -  EWING (2017)
 NN0156
 NN0156                         *CURRENT SURVEY CONTROL
 NN0156  ______________________________________________________________________
 NN0156* NAD 83(1986) POSITION- 42 20 08.     (N) 098 16 54.     (W)   SCALED
 NN0156* NAVD 88 ORTHO HEIGHT -   603.645 (meters)     1980.46  (feet) ADJUSTED
 NN0156  ______________________________________________________________________
 NN0156  GEOID HEIGHT    -        -24.833 (meters)                     GEOID18
 NN0156  DYNAMIC HEIGHT  -        603.398 (meters)     1979.65  (feet) COMP
 NN0156  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 NN0156
 NN0156  VERT ORDER      -  FIRST     CLASS II
 NN0156
 NN0156.The horizontal coordinates were scaled from a map and have
 NN0156.an estimated accuracy of +/- 6 seconds.
 NN0156
 NN0156.The orthometric height was determined by differential leveling and
 NN0156.adjusted by the NATIONAL GEODETIC SURVEY
 NN0156.in June 1991.
 NN0156
 NN0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0156.GEOID18 height accuracy estimate available here.
 NN0156
 NN0156.Click photographs - Photos may exist for this station.
 NN0156
 NN0156.The dynamic height is computed by dividing the NAVD 88
 NN0156.geopotential number by the normal gravity value computed on the
 NN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0156.degrees latitude (g = 980.6199 gals.).
 NN0156
 NN0156.The modeled gravity was interpolated from observed gravity values.
 NN0156
 NN0156;                    North         East    Units  Estimated Accuracy
 NN0156;SPC NE       -   279,230.      641,570.      MT  (+/- 180 meters Scaled)
 NN0156
 NN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM591872(NAD 83)
 NN0156
 NN0156                          SUPERSEDED SURVEY CONTROL
 NN0156
 NN0156  NGVD 29 (??/??/92)  603.431  (m)         1979.76   (f) ADJ UNCH    1 2
 NN0156
 NN0156.Superseded values are not recommended for survey control.
 NN0156
 NN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0156.See file dsdata.pdf to determine how the superseded data were derived.
 NN0156
 NN0156_MARKER: DB = BENCH MARK DISK
 NN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0156_STAMPING: T 222 1946
 NN0156_MARK LOGO: CGS
 NN0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0156+STABILITY: SURFACE MOTION
 NN0156
 NN0156  HISTORY     - Date     Condition        Report By
 NN0156  HISTORY     - 1946     MONUMENTED       CGS
 NN0156  HISTORY     - 19940815 GOOD             NEDR
 NN0156
 NN0156                          STATION DESCRIPTION
 NN0156
 NN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0156'2.1 MI W FROM ORCHARD.
 NN0156'2.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0156'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0156'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 49 FEET NORTH OF THE
 NN0156'CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTERLINE OF THE
 NN0156'ROAD, 7 FEET NORTH OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT
 NN0156'NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN
 NN0156'THE HIGHWAY.  A STANDARD DISK, STAMPED T 222 1946 AND SET IN
 NN0156'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0156
 NN0156                          STATION RECOVERY (1994)
 NN0156
 NN0156'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0156'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0156'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE NEW
 NN0156'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7411 ***********************************************************************
 AA7411  DESIGNATION -  T 222 RESET
 AA7411  PID         -  AA7411
 AA7411  STATE/COUNTY-  NE/ANTELOPE
 AA7411  COUNTRY     -  US
 AA7411  USGS QUAD   -  EWING (2017)
 AA7411
 AA7411                         *CURRENT SURVEY CONTROL
 AA7411  ______________________________________________________________________
 AA7411* NAD 83(1986) POSITION- 42 20 08.     (N) 098 16 54.     (W)   SCALED
 AA7411* NAVD 88 ORTHO HEIGHT -   602.83  (+/-2cm)     1977.8   (feet) VERTCON
 AA7411  ______________________________________________________________________
 AA7411  GEOID HEIGHT    -        -24.833 (meters)                     GEOID18
 AA7411  VERT ORDER      -  THIRD (See Below)
 AA7411
 AA7411.The horizontal coordinates were scaled from a map and have
 AA7411.an estimated accuracy of +/- 6 seconds.
 AA7411
 AA7411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7411
 AA7411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7411.GEOID18 height accuracy estimate available here.
 AA7411
 AA7411.The vertical order pertains to the NGVD 29 superseded value.
 AA7411
 AA7411.Click photographs - Photos may exist for this station.
 AA7411
 AA7411;                    North         East    Units  Estimated Accuracy
 AA7411;SPC NE       -   279,230.      641,570.      MT  (+/- 180 meters Scaled)
 AA7411
 AA7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM591872(NAD 83)
 AA7411
 AA7411                          SUPERSEDED SURVEY CONTROL
 AA7411
 AA7411  NGVD 29 (01/31/13)  602.62   (m)         1977.1    (f) RESET       3  
 AA7411
 AA7411.Superseded values are not recommended for survey control.
 AA7411
 AA7411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7411.See file dsdata.pdf to determine how the superseded data were derived.
 AA7411
 AA7411_MARKER: DV = VERTICAL CONTROL DISK
 AA7411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7411_STAMPING: T 222 RESET 1994
 AA7411_MARK LOGO: NGS
 AA7411_PROJECTION: FLUSH
 AA7411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7411+STABILITY: SURFACE MOTION
 AA7411
 AA7411  HISTORY     - Date     Condition        Report By
 AA7411  HISTORY     - 1994     MONUMENTED       NEDR
 AA7411  HISTORY     - 20180419 MARK NOT FOUND   NEGS
 AA7411
 AA7411                          STATION DESCRIPTION
 AA7411
 AA7411'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7411'THE MARK IS LOCATED ABOUT 1.95 MI (3.14 KM) WEST FROM ORCHARD, ON
 AA7411'PUBLIC RIGHT-OF-WAY AND NEAR THE NORTHEAST CORNER OF SEC7, T27N, R8W.
 AA7411'TO REACH THE MARK FROM THE POST OFFICE, IN ORCHARD, GO WEST ON U.S.
 AA7411'HIGHWAY 20 FOR 1.95 MI (3.14 KM) TO THE JUNCTION WITH A GRAVELED
 AA7411'COUNTY ROAD AND THE MARK ON THE LEFT, 126.80 M (416.01 FT) SOUTH ALONG
 AA7411'THE COUNTY ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7411'THAT IS FLUSH WITH THE GROUND SURFACE AND IS 10.40 M (34.12 FT) WEST
 AA7411'FROM THE CENTERLINE OF THE COUNTY ROAD, 6.00 M (19.68 FT)
 AA7411'NORTH-NORTHEAST FROM A NAIL AND WASHER IN AN 18-INCH DIAMETER MULBERRY
 AA7411'TREE, 5.790 M (18.996 FT) SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN A
 AA7411'12-INCH DIAMETER ELM TREE, 0.495 M (1.624 FT) EAST FROM A WITNESS POST
 AA7411'AND FENCE AND 5.790 M (18.996 FT) NORTH-NORTHEAST FROM A NAIL AND
 AA7411'WASHER IN THE TOP OF A FENCE POST.
 AA7411
 AA7411                          STATION RECOVERY (2018)
 AA7411
 AA7411'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AA7411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0403 ***********************************************************************
 NN0403  DESIGNATION -  T 223
 NN0403  PID         -  NN0403
 NN0403  STATE/COUNTY-  NE/BOYD
 NN0403  COUNTRY     -  US
 NN0403  USGS QUAD   -  DUSTIN (2017)
 NN0403
 NN0403                         *CURRENT SURVEY CONTROL
 NN0403  ______________________________________________________________________
 NN0403* NAD 83(1986) POSITION- 42 52 11.78   (N) 099 05 57.96   (W)   HD_HELD1
 NN0403* NAVD 88 ORTHO HEIGHT -   564.522 (meters)     1852.10  (feet) ADJUSTED
 NN0403  ______________________________________________________________________
 NN0403  GEOID HEIGHT    -        -25.040 (meters)                     GEOID18
 NN0403  DYNAMIC HEIGHT  -        564.315 (meters)     1851.42  (feet) COMP
 NN0403  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 NN0403
 NN0403  VERT ORDER      -  SECOND    CLASS 0
 NN0403
 NN0403.The horizontal coordinates were determined by differentially corrected
 NN0403.hand held GPS observations or other comparable positioning techniques
 NN0403.and have an estimated accuracy of +/- 3 meters.
 NN0403
 NN0403.The orthometric height was determined by differential leveling and
 NN0403.adjusted by the NATIONAL GEODETIC SURVEY
 NN0403.in June 1991.
 NN0403
 NN0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0403.GEOID18 height accuracy estimate available here.
 NN0403
 NN0403.Click photographs - Photos may exist for this station.
 NN0403
 NN0403.The dynamic height is computed by dividing the NAVD 88
 NN0403.geopotential number by the normal gravity value computed on the
 NN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0403.degrees latitude (g = 980.6199 gals.).
 NN0403
 NN0403.The modeled gravity was interpolated from observed gravity values.
 NN0403
 NN0403;                    North         East    Units  Estimated Accuracy
 NN0403;SPC NE       -   337,556.2     573,582.2     MT  (+/- 3 meters HH1 GPS) 
 NN0403
 NN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9187846376(NAD 83)
 NN0403
 NN0403                          SUPERSEDED SURVEY CONTROL
 NN0403
 NN0403  NGVD 29 (??/??/92)  564.275  (m)         1851.29   (f) ADJ UNCH    2 0
 NN0403
 NN0403.Superseded values are not recommended for survey control.
 NN0403
 NN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0403.See file dsdata.pdf to determine how the superseded data were derived.
 NN0403
 NN0403_MARKER: DB = BENCH MARK DISK
 NN0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0403_STAMPING: T 223 1946
 NN0403_MARK LOGO: CGS
 NN0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0403+STABILITY: SURFACE MOTION
 NN0403
 NN0403  HISTORY     - Date     Condition        Report By
 NN0403  HISTORY     - 1946     MONUMENTED       CGS
 NN0403
 NN0403                          STATION DESCRIPTION
 NN0403
 NN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0403'17 MI SE FROM BROCKSBURG.
 NN0403'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0403'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0403'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0403'EAST 9.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0403'MARK IS AT THE INTERSECTION OF THE GRADED DIRT ROAD TO SITE OF
 NN0403'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRADED DIRT ROAD
 NN0403'AND A NORTH-SOUTH GRAVELED ROAD, 38.6 FEET EAST OF AND ABOUT
 NN0403'LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 19.0 FEET
 NN0403'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3.0 FEET
 NN0403'NORTHEAST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0
 NN0403'FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NN0403'T 223 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NN0403'ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1167 ***********************************************************************
 NM1167  DESIGNATION -  T 224
 NM1167  PID         -  NM1167
 NM1167  STATE/COUNTY-  NE/MADISON
 NM1167  COUNTRY     -  US
 NM1167  USGS QUAD   -  HOSKINS (2017)
 NM1167
 NM1167                         *CURRENT SURVEY CONTROL
 NM1167  ______________________________________________________________________
 NM1167* NAD 83(1986) POSITION- 42 04 40.     (N) 097 22 05.     (W)   SCALED
 NM1167* NAVD 88 ORTHO HEIGHT -   481.987 (meters)     1581.32  (feet) ADJUSTED
 NM1167  ______________________________________________________________________
 NM1167  GEOID HEIGHT    -        -24.821 (meters)                     GEOID18
 NM1167  DYNAMIC HEIGHT  -        481.800 (meters)     1580.71  (feet) COMP
 NM1167  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 NM1167
 NM1167  VERT ORDER      -  FIRST     CLASS II
 NM1167
 NM1167.The horizontal coordinates were scaled from a map and have
 NM1167.an estimated accuracy of +/- 6 seconds.
 NM1167
 NM1167.The orthometric height was determined by differential leveling and
 NM1167.adjusted by the NATIONAL GEODETIC SURVEY
 NM1167.in June 1991.
 NM1167
 NM1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1167.GEOID18 height accuracy estimate available here.
 NM1167
 NM1167.Click photographs - Photos may exist for this station.
 NM1167
 NM1167.The dynamic height is computed by dividing the NAVD 88
 NM1167.geopotential number by the normal gravity value computed on the
 NM1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1167.degrees latitude (g = 980.6199 gals.).
 NM1167
 NM1167.The modeled gravity was interpolated from observed gravity values.
 NM1167
 NM1167;                    North         East    Units  Estimated Accuracy
 NM1167;SPC NE       -   252,510.      717,700.      MT  (+/- 180 meters Scaled)
 NM1167
 NM1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM349597(NAD 83)
 NM1167
 NM1167                          SUPERSEDED SURVEY CONTROL
 NM1167
 NM1167  NGVD 29 (??/??/92)  481.798  (m)         1580.70   (f) ADJ UNCH    1 2
 NM1167
 NM1167.Superseded values are not recommended for survey control.
 NM1167
 NM1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1167.See file dsdata.pdf to determine how the superseded data were derived.
 NM1167
 NM1167_MARKER: DB = BENCH MARK DISK
 NM1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1167_STAMPING: T 224 1947
 NM1167_MARK LOGO: CGS
 NM1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1167+STABILITY: SURFACE MOTION
 NM1167
 NM1167  HISTORY     - Date     Condition        Report By
 NM1167  HISTORY     - 1947     MONUMENTED       CGS
 NM1167  HISTORY     - 1983     GOOD             LOCSUR
 NM1167
 NM1167                          STATION DESCRIPTION
 NM1167
 NM1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1167'4 MI NE FROM NORFOLK.
 NM1167'4.0 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1167'OMAHA RAILWAY FROM THE NORFOLK UNION STATION AT NORFOLK, AT THE
 NM1167'CROSSING OF A DIRT ROAD WHICH FOLLOWS THE MADISON-STANTON COUNTY
 NM1167'LINE, NORTH OF AND ACROSS THE TRACK FROM POLE NO. 42/10, 46.5
 NM1167'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK (MEASURED
 NM1167'FROM A POINT AT THE CENTER OF THE COUNTY ROAD CROSSING), 33.0 FEET
 NM1167'SOUTHWEST OF THE CENTER OF THE COUNTY LINE DIRT ROAD, 2.5 FEET
 NM1167'SOUTHWEST OF A REFERENCE POST, 1.3 FOOT SOUTHEAST OF THE NORTHWEST
 NM1167'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE
 NM1167'TRACK AND PROJECTING 0.4 FOOT.
 NM1167
 NM1167                          STATION RECOVERY (1983)
 NM1167
 NM1167'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1198 ***********************************************************************
 NM1198  DESIGNATION -  T 225
 NM1198  PID         -  NM1198
 NM1198  STATE/COUNTY-  NE/WAYNE
 NM1198  COUNTRY     -  US
 NM1198  USGS QUAD   -  WAYNE (2017)
 NM1198
 NM1198                         *CURRENT SURVEY CONTROL
 NM1198  ______________________________________________________________________
 NM1198* NAD 83(1986) POSITION- 42 12 29.     (N) 097 03 25.     (W)   SCALED
 NM1198* NAVD 88 ORTHO HEIGHT -   447.134 (meters)     1466.97  (feet) ADJUSTED
 NM1198  ______________________________________________________________________
 NM1198  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 NM1198  DYNAMIC HEIGHT  -        446.974 (meters)     1466.45  (feet) COMP
 NM1198  MODELED GRAVITY -    980,248.5   (mgal)                       NAVD 88
 NM1198
 NM1198  VERT ORDER      -  FIRST     CLASS II
 NM1198
 NM1198.The horizontal coordinates were scaled from a map and have
 NM1198.an estimated accuracy of +/- 6 seconds.
 NM1198
 NM1198.The orthometric height was determined by differential leveling and
 NM1198.adjusted by the NATIONAL GEODETIC SURVEY
 NM1198.in June 1991.
 NM1198
 NM1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1198.GEOID18 height accuracy estimate available here.
 NM1198
 NM1198.Click photographs - Photos may exist for this station.
 NM1198
 NM1198.The dynamic height is computed by dividing the NAVD 88
 NM1198.geopotential number by the normal gravity value computed on the
 NM1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1198.degrees latitude (g = 980.6199 gals.).
 NM1198
 NM1198.The modeled gravity was interpolated from observed gravity values.
 NM1198
 NM1198;                    North         East    Units  Estimated Accuracy
 NM1198;SPC NE       -   267,800.      742,930.      MT  (+/- 180 meters Scaled)
 NM1198
 NM1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM603747(NAD 83)
 NM1198
 NM1198                          SUPERSEDED SURVEY CONTROL
 NM1198
 NM1198  NGVD 29 (??/??/92)  446.949  (m)         1466.37   (f) ADJ UNCH    1 2
 NM1198
 NM1198.Superseded values are not recommended for survey control.
 NM1198
 NM1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1198.See file dsdata.pdf to determine how the superseded data were derived.
 NM1198
 NM1198_MARKER: DB = BENCH MARK DISK
 NM1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1198_STAMPING: T 225 1947
 NM1198_MARK LOGO: CGS
 NM1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1198+STABILITY: SURFACE MOTION
 NM1198
 NM1198  HISTORY     - Date     Condition        Report By
 NM1198  HISTORY     - 1947     MONUMENTED       CGS
 NM1198
 NM1198                          STATION DESCRIPTION
 NM1198
 NM1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1198'2.5 MI SW FROM WAYNE.
 NM1198'2.5 MI SW ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1198'RAILWAY FROM THE STATION AT WAYNE, AT A COUNTY ROAD CROSSING,
 NM1198'84.0 FT SW OF THE CENTER OF THE N-S COUNTY ROAD, 58.0 FT W OF THE
 NM1198'CENTER OF THE COUNTY ROAD CROSSING, 38.1 FT NW OF THE NW RAIL OF
 NM1198'THE TRACK, 27.0 FT SE OF THE CENTER OF A NE-SW DIRT ROAD, 18.8
 NM1198'FT W OF A POWER LINE POLE, 14.5 FT W OF MILE POST EMR 21, 3.4 FT
 NM1198'NE OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FT BELOW
 NM1198'THE TRACK AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0521 ***********************************************************************
 NN0521  DESIGNATION -  T 226
 NN0521  PID         -  NN0521
 NN0521  STATE/COUNTY-  NE/BROWN
 NN0521  COUNTRY     -  US
 NN0521  USGS QUAD   -  AINSWORTH SW (2017)
 NN0521
 NN0521                         *CURRENT SURVEY CONTROL
 NN0521  ______________________________________________________________________
 NN0521* NAD 83(1986) POSITION- 42 33 30.76   (N) 099 58 10.74   (W)   HD_HELD1
 NN0521* NAVD 88 ORTHO HEIGHT -   784.476 (meters)     2573.74  (feet) ADJUSTED
 NN0521  ______________________________________________________________________
 NN0521  GEOID HEIGHT    -        -22.432 (meters)                     GEOID18
 NN0521  DYNAMIC HEIGHT  -        784.146 (meters)     2572.65  (feet) COMP
 NN0521  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 NN0521
 NN0521  VERT ORDER      -  FIRST     CLASS II
 NN0521
 NN0521.The horizontal coordinates were determined by differentially corrected
 NN0521.hand held GPS observations or other comparable positioning techniques
 NN0521.and have an estimated accuracy of +/- 3 meters.
 NN0521
 NN0521.The orthometric height was determined by differential leveling and
 NN0521.adjusted by the NATIONAL GEODETIC SURVEY
 NN0521.in June 1991.
 NN0521
 NN0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0521.GEOID18 height accuracy estimate available here.
 NN0521
 NN0521.Click photographs - Photos may exist for this station.
 NN0521
 NN0521.The dynamic height is computed by dividing the NAVD 88
 NN0521.geopotential number by the normal gravity value computed on the
 NN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0521.degrees latitude (g = 980.6199 gals.).
 NN0521
 NN0521.The modeled gravity was interpolated from observed gravity values.
 NN0521
 NN0521;                    North         East    Units  Estimated Accuracy
 NN0521;SPC NE       -   302,585.5     502,492.0     MT  (+/- 3 meters HH1 GPS) 
 NN0521
 NN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2040112249(NAD 83)
 NN0521
 NN0521                          SUPERSEDED SURVEY CONTROL
 NN0521
 NN0521  NGVD 29 (??/??/92)  784.179  (m)         2572.76   (f) ADJ UNCH    1 2
 NN0521
 NN0521.Superseded values are not recommended for survey control.
 NN0521
 NN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0521.See file dsdata.pdf to determine how the superseded data were derived.
 NN0521
 NN0521_MARKER: DB = BENCH MARK DISK
 NN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0521_STAMPING: T 226 1946
 NN0521_MARK LOGO: CGS
 NN0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0521+STABILITY: SURFACE MOTION
 NN0521
 NN0521  HISTORY     - Date     Condition        Report By
 NN0521  HISTORY     - 1946     MONUMENTED       CGS
 NN0521
 NN0521                          STATION DESCRIPTION
 NN0521
 NN0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0521'5.4 MI W FROM AINSWORTH.
 NN0521'5.4 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0521'AT AINSWORTH, BROWN COUNTY, AT THE INTERSECTION OF A
 NN0521'NORTH-AND-SOUTH DIRT ROAD, 169 FEET WEST OF THE CENTERLINE
 NN0521'OF THE DIRT ROAD, 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NN0521'52 FEET NORTH OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NN0521'WESTERN RAILWAY TRACK, 10 FEET NORTH OF A POLE, 1 FOOT NORTH
 NN0521'OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 NN0521'HIGHWAY.  A STANDARD DISK, STAMPED T 226 1946 AND SET IN
 NN0521'THE TOP OF A CONCRETE POST PROJECTNG 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0074 ***********************************************************************
 NO0074  DESIGNATION -  T 227
 NO0074  PID         -  NO0074
 NO0074  STATE/COUNTY-  NE/BROWN
 NO0074  COUNTRY     -  US
 NO0074  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0074
 NO0074                         *CURRENT SURVEY CONTROL
 NO0074  ______________________________________________________________________
 NO0074* NAD 83(1986) POSITION- 42 39 51.     (N) 100 03 02.     (W)   SCALED
 NO0074* NAVD 88 ORTHO HEIGHT -   716.839 (meters)     2351.83  (feet) ADJUSTED
 NO0074  ______________________________________________________________________
 NO0074  GEOID HEIGHT    -        -22.522 (meters)                     GEOID18
 NO0074  DYNAMIC HEIGHT  -        716.546 (meters)     2350.87  (feet) COMP
 NO0074  MODELED GRAVITY -    980,188.0   (mgal)                       NAVD 88
 NO0074
 NO0074  VERT ORDER      -  SECOND    CLASS 0
 NO0074
 NO0074.The horizontal coordinates were scaled from a map and have
 NO0074.an estimated accuracy of +/- 6 seconds.
 NO0074
 NO0074.The orthometric height was determined by differential leveling and
 NO0074.adjusted by the NATIONAL GEODETIC SURVEY
 NO0074.in June 1991.
 NO0074
 NO0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0074.GEOID18 height accuracy estimate available here.
 NO0074
 NO0074.Click photographs - Photos may exist for this station.
 NO0074
 NO0074.The dynamic height is computed by dividing the NAVD 88
 NO0074.geopotential number by the normal gravity value computed on the
 NO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0074.degrees latitude (g = 980.6199 gals.).
 NO0074
 NO0074.The modeled gravity was interpolated from observed gravity values.
 NO0074
 NO0074;                    North         East    Units  Estimated Accuracy
 NO0074;SPC NE       -   314,320.      495,860.      MT  (+/- 180 meters Scaled)
 NO0074
 NO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN139240(NAD 83)
 NO0074
 NO0074                          SUPERSEDED SURVEY CONTROL
 NO0074
 NO0074  NGVD 29 (??/??/92)  716.541  (m)         2350.85   (f) ADJ UNCH    2 0
 NO0074
 NO0074.Superseded values are not recommended for survey control.
 NO0074
 NO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0074.See file dsdata.pdf to determine how the superseded data were derived.
 NO0074
 NO0074_MARKER: DB = BENCH MARK DISK
 NO0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0074_STAMPING: T 227 1946
 NO0074_MARK LOGO: CGS
 NO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0074+STABILITY: SURFACE MOTION
 NO0074
 NO0074  HISTORY     - Date     Condition        Report By
 NO0074  HISTORY     - 1946     MONUMENTED       CGS
 NO0074
 NO0074                          STATION DESCRIPTION
 NO0074
 NO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0074'7.1 MI N FROM JOHNSTOWN.
 NO0074'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0074'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 6.7 MILES
 NO0074'NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT THE BOTTOM OF A
 NO0074'LONG HILL, 110 FEET SOUTH OF THE SOUTH BANK OF A STREAM
 NO0074'PARALLELING THE ROAD AT THIS POINT, 35 FEET WEST OF A TWIN PINE
 NO0074'TREE, 29 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NO0074'THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 NO0074'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC SET IN THE TOP OF A
 NO0074'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED
 NO0074'T 227 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0038 ***********************************************************************
 NO0038  DESIGNATION -  T 228
 NO0038  PID         -  NO0038
 NO0038  STATE/COUNTY-  NE/CHERRY
 NO0038  COUNTRY     -  US
 NO0038  USGS QUAD   -  THATCHER (2017)
 NO0038
 NO0038                         *CURRENT SURVEY CONTROL
 NO0038  ______________________________________________________________________
 NO0038* NAD 83(1986) POSITION- 42 48 08.     (N) 100 24 50.     (W)   SCALED
 NO0038* NAVD 88 ORTHO HEIGHT -   813.167 (meters)     2667.87  (feet) ADJUSTED
 NO0038  ______________________________________________________________________
 NO0038  GEOID HEIGHT    -        -21.998 (meters)                     GEOID18
 NO0038  DYNAMIC HEIGHT  -        812.841 (meters)     2666.80  (feet) COMP
 NO0038  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 NO0038
 NO0038  VERT ORDER      -  FIRST     CLASS II
 NO0038
 NO0038.The horizontal coordinates were scaled from a map and have
 NO0038.an estimated accuracy of +/- 6 seconds.
 NO0038
 NO0038.The orthometric height was determined by differential leveling and
 NO0038.adjusted by the NATIONAL GEODETIC SURVEY
 NO0038.in June 1991.
 NO0038
 NO0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0038.GEOID18 height accuracy estimate available here.
 NO0038
 NO0038.Click photographs - Photos may exist for this station.
 NO0038
 NO0038.The dynamic height is computed by dividing the NAVD 88
 NO0038.geopotential number by the normal gravity value computed on the
 NO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0038.degrees latitude (g = 980.6199 gals.).
 NO0038
 NO0038.The modeled gravity was interpolated from observed gravity values.
 NO0038
 NO0038;                    North         East    Units  Estimated Accuracy
 NO0038;SPC NE       -   329,730.      466,150.      MT  (+/- 180 meters Scaled)
 NO0038
 NO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN843398(NAD 83)
 NO0038
 NO0038                          SUPERSEDED SURVEY CONTROL
 NO0038
 NO0038  NGVD 29 (??/??/92)  812.887  (m)         2666.95   (f) ADJ UNCH    1 2
 NO0038
 NO0038.Superseded values are not recommended for survey control.
 NO0038
 NO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0038.See file dsdata.pdf to determine how the superseded data were derived.
 NO0038
 NO0038_MARKER: DB = BENCH MARK DISK
 NO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0038_STAMPING: T 228 1946
 NO0038_MARK LOGO: CGS
 NO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0038+STABILITY: SURFACE MOTION
 NO0038
 NO0038  HISTORY     - Date     Condition        Report By
 NO0038  HISTORY     - 1946     MONUMENTED       CGS
 NO0038  HISTORY     - 1980     POOR             USGS
 NO0038
 NO0038                          STATION DESCRIPTION
 NO0038
 NO0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0038'5.8 MI NW FROM ARABIA.
 NO0038'5.8 MILES NORTWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0038'FROM THE STATION AT ARABIA, CHERRY COUNTY, 11 POLES NORTHWEST
 NO0038'OF MILEPOST 259, 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0038'TRACK, 43 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 5 FEET
 NO0038'NORTHEAST OF A POLE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 NO0038'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED T 228
 NO0038'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NO0038'ABOVE GROUND.
 NO0038
 NO0038                          STATION RECOVERY (1980)
 NO0038
 NO0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0038'THE MARK HAS BEN HIT RECENTLY, PROBABLY BY HAYING EQUIPMENT, AND IS
 NO0038'LEANING EAST. THIS MARK IS STILL OK FOR SUPPLEMENTAL CONTROL USE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0046 ***********************************************************************
 NO0046  DESIGNATION -  T 229
 NO0046  PID         -  NO0046
 NO0046  STATE/COUNTY-  NE/KEYA PAHA
 NO0046  COUNTRY     -  US
 NO0046  USGS QUAD   -  NORDEN NW (2017)
 NO0046
 NO0046                         *CURRENT SURVEY CONTROL
 NO0046  ______________________________________________________________________
 NO0046* NAD 83(1995) POSITION- 42 58 09.49937(N) 100 09 30.79049(W)   ADJUSTED
 NO0046* NAD 83(1995) ELLIP HT-   753.726 (meters)        (06/27/02)   ADJUSTED
 NO0046* NAVD 88 ORTHO HEIGHT -   776.892 (meters)     2548.85  (feet) ADJUSTED
 NO0046  ______________________________________________________________________
 NO0046  GEOID HEIGHT    -        -23.132 (meters)                     GEOID18
 NO0046  NAD 83(1995) X  -   -824,512.522 (meters)                     COMP
 NO0046  NAD 83(1995) Y  - -4,601,544.536 (meters)                     COMP
 NO0046  NAD 83(1995) Z  -  4,325,521.008 (meters)                     COMP
 NO0046  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 NO0046  DYNAMIC HEIGHT  -        776.588 (meters)     2547.86  (feet) COMP
 NO0046  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 NO0046
 NO0046  HORZ ORDER      -  FIRST
 NO0046  VERT ORDER      -  SECOND    CLASS 0
 NO0046  ELLP ORDER      -  FOURTH    CLASS I
 NO0046
 NO0046.The horizontal coordinates were established by GPS observations
 NO0046.and adjusted by the National Geodetic Survey in August 1997.
 NO0046
 NO0046.The orthometric height was determined by differential leveling and
 NO0046.adjusted by the NATIONAL GEODETIC SURVEY
 NO0046.in June 1991.
 NO0046
 NO0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0046.GEOID18 height accuracy estimate available here.
 NO0046
 NO0046.Click photographs - Photos may exist for this station.
 NO0046
 NO0046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0046
 NO0046.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0046
 NO0046.The ellipsoidal height was determined by GPS observations
 NO0046.and is referenced to NAD 83.
 NO0046
 NO0046.The dynamic height is computed by dividing the NAVD 88
 NO0046.geopotential number by the normal gravity value computed on the
 NO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0046.degrees latitude (g = 980.6199 gals.).
 NO0046
 NO0046.The modeled gravity was interpolated from observed gravity values.
 NO0046
 NO0046. The following values were computed from the NAD 83(1995) position.
 NO0046
 NO0046;                    North         East     Units Scale Factor Converg.
 NO0046;SPC NE       -   348,223.185   487,065.196   MT  0.99998606   -0 06 18.3
 NO0046;SPC NE       - 1,142,462.23  1,597,979.73   sFT  0.99998606   -0 06 18.3
 NO0046;UTM  14      - 4,758,057.344   405,520.802   MT  0.99970981   -0 47 23.0
 NO0046
 NO0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0046!SPC NE       -   0.99988181  x   0.99998606  =   0.99986787
 NO0046!UTM  14      -   0.99988181  x   0.99970981  =   0.99959166
 NO0046
 NO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0552058057(NAD 83)
 NO0046
 NO0046                          SUPERSEDED SURVEY CONTROL
 NO0046
 NO0046  ELLIP H (08/18/97)  753.802  (m)                       GP(       ) 4 1
 NO0046  NAD 83(1986)-  42 58 09.49975(N)    100 09 30.80271(W) AD(       ) 1
 NO0046  NGVD 29 (??/??/92)  776.571  (m)         2547.80   (f) ADJ UNCH    2 0
 NO0046  NGVD 29 (02/23/90)  777.     (m)  RAPSU86  model used  GPS OBS        
 NO0046
 NO0046.Superseded values are not recommended for survey control.
 NO0046
 NO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0046.See file dsdata.pdf to determine how the superseded data were derived.
 NO0046
 NO0046_MARKER: DB = BENCH MARK DISK
 NO0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0046_STAMPING: T 229 1946
 NO0046_MARK LOGO: CGS
 NO0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0046+STABILITY: SURFACE MOTION
 NO0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0046+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1989
 NO0046
 NO0046  HISTORY     - Date     Condition        Report By
 NO0046  HISTORY     - 1946     MONUMENTED       CGS
 NO0046  HISTORY     - 19890502 GOOD             NGS
 NO0046
 NO0046                          STATION DESCRIPTION
 NO0046
 NO0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0046'11 MI NW FROM NORDEN.
 NO0046'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0046'NORDEN, THENCE 5.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0046'AND AT THE INTERSECTION OF AN EAST-WEST DIRT ROAD, 58 FEET WEST
 NO0046'OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 NO0046'NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE
 NO0046'EAST-WEST ROAD, 18 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER,
 NO0046'1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES
 NO0046'ABOVE THE GROUND.  STAMPED T 229 1946.
 NO0046
 NO0046                          STATION RECOVERY (1989)
 NO0046
 NO0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0046'THE STATION IS LOCATED ABOUT 36 KM (22.35 MI) NORTHEAST OF VALENTINE,
 NO0046'14.5 KM (9.00 MI) NORTHWEST OF NORDEN, 3 KM (1.85 MI) SOUTH OF THE
 NO0046'SOUTH DAKOTA STATE LINE, ALONG A SECTION LINE FENCE.  OWNERSHIP--KEYA
 NO0046'PAHA COUNTY.
 NO0046'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 83 AND STATE
 NO0046'HIGHWAY 12 IN THE SOUTH SECTION OF VALENTINE, GO NORTH ON US HIGHWAY
 NO0046'83 AND STATE HIGHWAY 12 THROUGH TOWN FOR 1.1 KM (0.70 MI) TO A CROSS
 NO0046'STREET.  TURN RIGHT AND GO EASTERLY ALONG STATE HIGHWAY 12 FOR 6.23 KM
 NO0046'(3.85 MI) TO A BRIDGE OVER MINNECHADUZA CREEK.  CONTINUE AHEAD FOR
 NO0046'23.39 KM (14.55 MI) TO THE SPARKS CEMETERY ON THE RIGHT.  CONTINUE
 NO0046'AHEAD FOR 2.47 KM (1.55 MI) TO A PAVED ROAD ON THE LEFT (WINNER, SD
 NO0046'TURNOFF).  TURN LEFT AND GO NORTH ON A WINDING ROAD FOR 3.7 KM
 NO0046'(2.30 MI) TO A PAVED ROAD LEFT.  CONTINUE AHEAD EASTERLY FOR 3.27 KM
 NO0046'(2.05 MI) TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL
 NO0046'ROAD FOR 1.6 KM (1.00 MI) TO A ROAD RIGHT AND THE STATION ON THE LEFT.
 NO0046'THE STATION IS SET 16.5 M (54.1 FT) WEST OF THE GRAVEL ROAD CENTER,
 NO0046'10.0 M (32.8 FT) SOUTH OF THE EXTENDED CENTER OF THE ROAD LEADING
 NO0046'EAST, 5.6 M (18.4 FT) WEST OF THE FENCE CORNER, 0.2 M (0.7 FT) NORTH
 NO0046'OF A FENCE, 0.2 M (0.7 FT) EAST OF A CARSONITE WITNESS POST AND
 NO0046'PROJECTING 5 CM ABOUT THE SURFACE OF THE GROUND.
 NO0046'DESCRIBED BY G.R.HEID, TYPED BY R.D.BALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0078 ***********************************************************************
 LJ0078  DESIGNATION -  T 23
 LJ0078  PID         -  LJ0078
 LJ0078  STATE/COUNTY-  NE/RED WILLOW
 LJ0078  COUNTRY     -  US
 LJ0078  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0078
 LJ0078                         *CURRENT SURVEY CONTROL
 LJ0078  ______________________________________________________________________
 LJ0078* NAD 83(1986) POSITION- 40 12 07.2    (N) 100 37 32.3    (W)   HD_HELD2
 LJ0078* NAVD 88 ORTHO HEIGHT -   785.439 (meters)     2576.89  (feet) ADJUSTED
 LJ0078  ______________________________________________________________________
 LJ0078  GEOID HEIGHT    -        -23.976 (meters)                     GEOID18
 LJ0078  DYNAMIC HEIGHT  -        784.919 (meters)     2575.19  (feet) COMP
 LJ0078  MODELED GRAVITY -    979,938.3   (mgal)                       NAVD 88
 LJ0078
 LJ0078  VERT ORDER      -  SECOND    CLASS 0
 LJ0078
 LJ0078.The horizontal coordinates were established by autonomous hand held GPS
 LJ0078.observations and have an estimated accuracy of +/- 10 meters.
 LJ0078
 LJ0078.The orthometric height was determined by differential leveling and
 LJ0078.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0078.in June 1991.
 LJ0078
 LJ0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0078.GEOID18 height accuracy estimate available here.
 LJ0078
 LJ0078.Click photographs - Photos may exist for this station.
 LJ0078
 LJ0078.The dynamic height is computed by dividing the NAVD 88
 LJ0078.geopotential number by the normal gravity value computed on the
 LJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0078.degrees latitude (g = 980.6199 gals.).
 LJ0078
 LJ0078.The modeled gravity was interpolated from observed gravity values.
 LJ0078
 LJ0078;                    North         East    Units  Estimated Accuracy
 LJ0078;SPC NE       -    41,127.      446,737.      MT  (+/- 10 meters HH2 GPS)
 LJ0078
 LJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6164251444(NAD 83)
 LJ0078
 LJ0078                          SUPERSEDED SURVEY CONTROL
 LJ0078
 LJ0078  NGVD 29 (??/??/92)  785.127  (m)         2575.87   (f) ADJ UNCH    2 0
 LJ0078
 LJ0078.Superseded values are not recommended for survey control.
 LJ0078
 LJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0078.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0078
 LJ0078_MARKER: DB = BENCH MARK DISK
 LJ0078_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LJ0078_SP_SET: SIDEWALK
 LJ0078_STAMPING: T 23 1934
 LJ0078_MARK LOGO: CGS
 LJ0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0078+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0078
 LJ0078  HISTORY     - Date     Condition        Report By
 LJ0078  HISTORY     - 1934     MONUMENTED       CGS
 LJ0078  HISTORY     - 1941     GOOD             CGS
 LJ0078  HISTORY     - 19991103 GOOD             NGS
 LJ0078  HISTORY     - 20120828 GOOD             INDIV
 LJ0078
 LJ0078                          STATION DESCRIPTION
 LJ0078
 LJ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0078'AT MC COOK.
 LJ0078'AT MC COOK, REDWILLOW COUNTY, 3.5 FEET NORTH OF THE MIDDLE OF THE
 LJ0078'EAST ENTRANCE TO THE COUNTY COURTHOUSE, AND IN THE TOP OF A
 LJ0078'STONE STEP.  A STANDARD DISK, STAMPED T 23 1934.
 LJ0078
 LJ0078                          STATION RECOVERY (1999)
 LJ0078
 LJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0078'IN MCCOOK, AT THE INTERSECTION OF NORRIS AVENUE AND WEST E STREET, IN
 LJ0078'A CONCRETE SIDEWALK AT THE EAST ENTRANCE TO THE COURTHOUSE, 33.8 M
 LJ0078'(110.9 FT) NORTH OF THE STREET CENTER, 20.2 M (66.3 FT) WEST OF THE
 LJ0078'AVENUE CENTER, 1.4 M (4.6 FT) NORTH OF THE CENTER OF A DOOR AT THE
 LJ0078'EAST ENTRANCE TO THE COURTHOUSE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 LJ0078'AVENUE, AND 0.2 M (0.7 FT) EAST OF THE EAST FACE OF THE BUILDING.
 LJ0078'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RED WILLOW COUNTY, 105 WEST
 LJ0078'E STREET, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-4139.
 LJ0078
 LJ0078                          STATION RECOVERY (2012)
 LJ0078
 LJ0078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0078'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0328 ***********************************************************************
 MK0328  DESIGNATION -  T 231
 MK0328  PID         -  MK0328
 MK0328  STATE/COUNTY-  NE/BURT
 MK0328  COUNTRY     -  US
 MK0328  USGS QUAD   -  OAKLAND (2017)
 MK0328
 MK0328                         *CURRENT SURVEY CONTROL
 MK0328  ______________________________________________________________________
 MK0328* NAD 83(1986) POSITION- 41 49 43.     (N) 096 27 19.     (W)   SCALED
 MK0328* NAVD 88 ORTHO HEIGHT -   416.736 (meters)     1367.24  (feet) ADJUSTED
 MK0328  ______________________________________________________________________
 MK0328  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 MK0328  DYNAMIC HEIGHT  -        416.584 (meters)     1366.74  (feet) COMP
 MK0328  MODELED GRAVITY -    980,245.2   (mgal)                       NAVD 88
 MK0328
 MK0328  VERT ORDER      -  SECOND    CLASS 0
 MK0328
 MK0328.The horizontal coordinates were scaled from a map and have
 MK0328.an estimated accuracy of +/- 6 seconds.
 MK0328
 MK0328.The orthometric height was determined by differential leveling and
 MK0328.adjusted by the NATIONAL GEODETIC SURVEY
 MK0328.in June 1991.
 MK0328
 MK0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0328.GEOID18 height accuracy estimate available here.
 MK0328
 MK0328.Click photographs - Photos may exist for this station.
 MK0328
 MK0328.The dynamic height is computed by dividing the NAVD 88
 MK0328.geopotential number by the normal gravity value computed on the
 MK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0328.degrees latitude (g = 980.6199 gals.).
 MK0328
 MK0328.The modeled gravity was interpolated from observed gravity values.
 MK0328
 MK0328;                    North         East    Units  Estimated Accuracy
 MK0328;SPC NE       -   227,560.      794,290.      MT  (+/- 180 meters Scaled)
 MK0328
 MK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM113338(NAD 83)
 MK0328
 MK0328                          SUPERSEDED SURVEY CONTROL
 MK0328
 MK0328  NGVD 29 (??/??/92)  416.600  (m)         1366.80   (f) ADJ UNCH    2 0
 MK0328
 MK0328.Superseded values are not recommended for survey control.
 MK0328
 MK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0328.See file dsdata.pdf to determine how the superseded data were derived.
 MK0328
 MK0328_MARKER: DB = BENCH MARK DISK
 MK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0328_STAMPING: T 231 1947
 MK0328_MARK LOGO: CGS
 MK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0328+STABILITY: SURFACE MOTION
 MK0328
 MK0328  HISTORY     - Date     Condition        Report By
 MK0328  HISTORY     - 1947     MONUMENTED       CGS
 MK0328
 MK0328                          STATION DESCRIPTION
 MK0328
 MK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0328'0.9 MI SE FROM OAKLAND.
 MK0328'0.6 MILE SOUTH AND 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 73W
 MK0328'FROM THE HIGH SCHOOL AT OAKLAND, NEAR THE TOP OF A HILL,
 MK0328'AT THE MOST WESTERLY ONE OF TWO DRIVE-WAYS LEADING SOUTH TO A
 MK0328'FARM HOUSE, 29.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MK0328'20.0 FEET WEST OF THE CENTER OF THE PRIVATE DRIVE-WAY, 5.0
 MK0328'FEET SOUTHWEST OF A POWER LINE POLE, 3.0 FEET NORTHWEST OF A
 MK0328'2 1/2-FOOT ELM TREE, 1.5 FOOT EAST OF A REFERENCE POST, SET
 MK0328'IN A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING
 MK0328'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2185 ***********************************************************************
 MK2185  DESIGNATION -  T 232 RESET
 MK2185  PID         -  MK2185
 MK2185  STATE/COUNTY-  NE/DOUGLAS
 MK2185  COUNTRY     -  US
 MK2185  USGS QUAD   -  VALLEY (2017)
 MK2185
 MK2185                         *CURRENT SURVEY CONTROL
 MK2185  ______________________________________________________________________
 MK2185* NAD 83(1986) POSITION- 41 17 25.4    (N) 096 17 37.4    (W)   HD_HELD2
 MK2185* NAVD 88 ORTHO HEIGHT -   345.64  (meters)     1134.0   (feet) RESET
 MK2185  ______________________________________________________________________
 MK2185  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 MK2185  VERT ORDER      -  THIRD
 MK2185
 MK2185.The horizontal coordinates were established by autonomous hand held GPS
 MK2185.observations and have an estimated accuracy of +/- 10 meters.
 MK2185
 MK2185.The orthometric height was computed from unverified reset data.
 MK2185
 MK2185.No vertical observational check was made to the station.
 MK2185
 MK2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2185.GEOID18 height accuracy estimate available here.
 MK2185
 MK2185.Click photographs - Photos may exist for this station.
 MK2185
 MK2185;                    North         East    Units  Estimated Accuracy
 MK2185;SPC NE       -   168,421.      810,257.      MT  (+/- 10 meters HH2 GPS)
 MK2185
 MK2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2661174526(NAD 83)
 MK2185
 MK2185                          SUPERSEDED SURVEY CONTROL
 MK2185
 MK2185  NGVD 29 (01/31/13)  345.51   (m)         1133.6    (f) RESET       3  
 MK2185
 MK2185.Superseded values are not recommended for survey control.
 MK2185
 MK2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2185.See file dsdata.pdf to determine how the superseded data were derived.
 MK2185
 MK2185_MARKER: DV = VERTICAL CONTROL DISK
 MK2185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2185_SP_SET: BRIDGE BARRIER
 MK2185_STAMPING: T 232 RESET 1987
 MK2185_MARK LOGO: NGS
 MK2185_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2185+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 MK2185
 MK2185  HISTORY     - Date     Condition        Report By
 MK2185  HISTORY     - 1987     MONUMENTED       NGS
 MK2185  HISTORY     - 20080109 GOOD             NEDR
 MK2185  HISTORY     - 20110525 GOOD             INDIV
 MK2185
 MK2185                          STATION DESCRIPTION
 MK2185
 MK2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2185'AT THE WEST EDGE OF WATERLOO, AT THE U.S. HIGHWAY 275 OVERPASS BRIDGE
 MK2185'OVER THE DOUBLE TRACKS OF THE UNION PACIFIC RAILROAD, CEMENTED INTO A
 MK2185'DRILLED HOLE ON TOP OF THE SOUTH COLLISION BARRIER OF THE SOUTH SET
 MK2185'OF TRACKS, 4.94 M (16.2 FT) WEST FROM THE EAST END OF THE BARRIER AND
 MK2185'ABOUT 1.8 M (5.9 FT) ABOVE THE TRACKS.
 MK2185
 MK2185                          STATION RECOVERY (2008)
 MK2185
 MK2185'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK2185'RECOVERED IN GOOD CONDITION.
 MK2185
 MK2185                          STATION RECOVERY (2011)
 MK2185
 MK2185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0752 ***********************************************************************
 MJ0752  DESIGNATION -  T 234
 MJ0752  PID         -  MJ0752
 MJ0752  STATE/COUNTY-  NE/WASHINGTON
 MJ0752  COUNTRY     -  US
 MJ0752  USGS QUAD   -  LOVELAND (2018)
 MJ0752
 MJ0752                         *CURRENT SURVEY CONTROL
 MJ0752  ______________________________________________________________________
 MJ0752* NAD 83(1986) POSITION- 41 27 03.84   (N) 095 59 16.56   (W)   HD_HELD1
 MJ0752* NAVD 88 ORTHO HEIGHT -   303.347 (meters)      995.23  (feet) ADJUSTED
 MJ0752  ______________________________________________________________________
 MJ0752  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 MJ0752  DYNAMIC HEIGHT  -        303.205 (meters)      994.77  (feet) COMP
 MJ0752  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 MJ0752
 MJ0752  VERT ORDER      -  SECOND    CLASS 0
 MJ0752
 MJ0752.The horizontal coordinates were determined by differentially corrected
 MJ0752.hand held GPS observations or other comparable positioning techniques
 MJ0752.and have an estimated accuracy of +/- 3 meters.
 MJ0752
 MJ0752.The orthometric height was determined by differential leveling and
 MJ0752.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0752.in June 1991.
 MJ0752
 MJ0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0752.GEOID18 height accuracy estimate available here.
 MJ0752
 MJ0752.Click photographs - Photos may exist for this station.
 MJ0752
 MJ0752.The dynamic height is computed by dividing the NAVD 88
 MJ0752.geopotential number by the normal gravity value computed on the
 MJ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0752.degrees latitude (g = 980.6199 gals.).
 MJ0752
 MJ0752.The modeled gravity was interpolated from observed gravity values.
 MJ0752
 MJ0752;                    North         East    Units  Estimated Accuracy
 MJ0752;SPC NE       -   187,383.6     835,009.7     MT  (+/- 3 meters HH1 GPS) 
 MJ0752
 MJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5041693141(NAD 83)
 MJ0752
 MJ0752                          SUPERSEDED SURVEY CONTROL
 MJ0752
 MJ0752  NGVD 29 (??/??/92)  303.206  (m)          994.77   (f) ADJ UNCH    2 0
 MJ0752
 MJ0752.Superseded values are not recommended for survey control.
 MJ0752
 MJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0752.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0752
 MJ0752_MARKER: DB = BENCH MARK DISK
 MJ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0752_STAMPING: T 234 1947
 MJ0752_MARK LOGO: CGS
 MJ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0752+STABILITY: SURFACE MOTION
 MJ0752
 MJ0752  HISTORY     - Date     Condition        Report By
 MJ0752  HISTORY     - 1947     MONUMENTED       CGS
 MJ0752
 MJ0752                          STATION DESCRIPTION
 MJ0752
 MJ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0752'2.3 MI E FROM FORT CALHOUN.
 MJ0752'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0752'CALHOUN, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.5
 MJ0752'MILES EAST ALONG A GRADED DIRT ROAD, ABOUT 200 YARDS EAST OF AN
 MJ0752'ABANDONED FARMHOUSE, 50 FEET SOUTH OF AND 1 FOOT LOWER THAN THE
 MJ0752'CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF A TELEPHONE POLE,
 MJ0752'15 FEET SOUTH OF A FORKED MAPLE TREE WITH SIX SEPARATE TRUNKS OF
 MJ0752'ABOUT ONE FOOT IN DIAMETER, (THE TREE IS USED AS A CORNER POST
 MJ0752'FOR A FENCE) 2 FEET NORTH OF A 4 X 4 MARKER POST, 0.5 FOOT WEST
 MJ0752'OF A NORTH-SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0752'PROJECTS 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0644 ***********************************************************************
 NM0644  DESIGNATION -  T 235
 NM0644  PID         -  NM0644
 NM0644  STATE/COUNTY-  NE/DAKOTA
 NM0644  COUNTRY     -  US
 NM0644  USGS QUAD   -  EMERSON (2017)
 NM0644
 NM0644                         *CURRENT SURVEY CONTROL
 NM0644  ______________________________________________________________________
 NM0644* NAD 83(1986) POSITION- 42 19 06.     (N) 096 39 36.     (W)   SCALED
 NM0644* NAVD 88 ORTHO HEIGHT -   429.169 (meters)     1408.03  (feet) ADJUSTED
 NM0644  ______________________________________________________________________
 NM0644  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 NM0644  DYNAMIC HEIGHT  -        429.025 (meters)     1407.56  (feet) COMP
 NM0644  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 NM0644
 NM0644  VERT ORDER      -  FIRST     CLASS II
 NM0644
 NM0644.The horizontal coordinates were scaled from a map and have
 NM0644.an estimated accuracy of +/- 6 seconds.
 NM0644
 NM0644.The orthometric height was determined by differential leveling and
 NM0644.adjusted by the NATIONAL GEODETIC SURVEY
 NM0644.in June 1991.
 NM0644
 NM0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0644.GEOID18 height accuracy estimate available here.
 NM0644
 NM0644.Click photographs - Photos may exist for this station.
 NM0644
 NM0644.The dynamic height is computed by dividing the NAVD 88
 NM0644.geopotential number by the normal gravity value computed on the
 NM0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0644.degrees latitude (g = 980.6199 gals.).
 NM0644
 NM0644.The modeled gravity was interpolated from observed gravity values.
 NM0644
 NM0644;                    North         East    Units  Estimated Accuracy
 NM0644;SPC NE       -   281,220.      775,200.      MT  (+/- 180 meters Scaled)
 NM0644
 NM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM928877(NAD 83)
 NM0644
 NM0644                          SUPERSEDED SURVEY CONTROL
 NM0644
 NM0644  NGVD 29 (??/??/92)  428.998  (m)         1407.47   (f) ADJ UNCH    1 2
 NM0644
 NM0644.Superseded values are not recommended for survey control.
 NM0644
 NM0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0644.See file dsdata.pdf to determine how the superseded data were derived.
 NM0644
 NM0644_MARKER: DB = BENCH MARK DISK
 NM0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0644_STAMPING: T 235 1947
 NM0644_MARK LOGO: CGS
 NM0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0644+STABILITY: SURFACE MOTION
 NM0644
 NM0644  HISTORY     - Date     Condition        Report By
 NM0644  HISTORY     - 1947     MONUMENTED       CGS
 NM0644
 NM0644                          STATION DESCRIPTION
 NM0644
 NM0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0644'5.3 MI NE FROM EMERSON.
 NM0644'ABOUT 5.3 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL,
 NM0644'MINNEAPOLIS AND OMAHA RAILROAD FROM THE STATION AT EMERSON,
 NM0644'NACORA SIDING, ACROSS THE TRACK FROM A BRICK STORE BUILDING, 73.0
 NM0644'FEET NORTHEAST OF THE CENTER OF A CROSSING, 37.0 FEET NORTHWEST
 NM0644'OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 33.0 FEET
 NM0644'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE MAIN TRACK,
 NM0644'9.0 FEET SOUTH OF THE FIRST POLE SOUTH OF MILE POST 23-25, 1.0
 NM0644'FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0644'A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0700 ***********************************************************************
 NM0700  DESIGNATION -  T 236
 NM0700  PID         -  NM0700
 NM0700  STATE/COUNTY-  NE/DAKOTA
 NM0700  COUNTRY     -  US
 NM0700  USGS QUAD   -  EMERSON SE (2017)
 NM0700
 NM0700                         *CURRENT SURVEY CONTROL
 NM0700  ______________________________________________________________________
 NM0700* NAD 83(1986) POSITION- 42 21 03.     (N) 096 33 02.     (W)   SCALED
 NM0700* NAVD 88 ORTHO HEIGHT -   394.877 (meters)     1295.53  (feet) ADJUSTED
 NM0700  ______________________________________________________________________
 NM0700  GEOID HEIGHT    -        -25.725 (meters)                     GEOID18
 NM0700  DYNAMIC HEIGHT  -        394.748 (meters)     1295.10  (feet) COMP
 NM0700  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 NM0700
 NM0700  VERT ORDER      -  SECOND    CLASS 0
 NM0700
 NM0700.The horizontal coordinates were scaled from a map and have
 NM0700.an estimated accuracy of +/- 6 seconds.
 NM0700
 NM0700.The orthometric height was determined by differential leveling and
 NM0700.adjusted by the NATIONAL GEODETIC SURVEY
 NM0700.in June 1991.
 NM0700
 NM0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0700.GEOID18 height accuracy estimate available here.
 NM0700
 NM0700.Click photographs - Photos may exist for this station.
 NM0700
 NM0700.The dynamic height is computed by dividing the NAVD 88
 NM0700.geopotential number by the normal gravity value computed on the
 NM0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0700.degrees latitude (g = 980.6199 gals.).
 NM0700
 NM0700.The modeled gravity was interpolated from observed gravity values.
 NM0700
 NM0700;                    North         East    Units  Estimated Accuracy
 NM0700;SPC NE       -   285,180.      784,070.      MT  (+/- 180 meters Scaled)
 NM0700
 NM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM017916(NAD 83)
 NM0700
 NM0700                          SUPERSEDED SURVEY CONTROL
 NM0700
 NM0700  NGVD 29 (??/??/92)  394.715  (m)         1294.99   (f) ADJ UNCH    2 0
 NM0700
 NM0700.Superseded values are not recommended for survey control.
 NM0700
 NM0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0700.See file dsdata.pdf to determine how the superseded data were derived.
 NM0700
 NM0700_MARKER: DB = BENCH MARK DISK
 NM0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0700_STAMPING: T 236 1947
 NM0700_MARK LOGO: CGS
 NM0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0700+STABILITY: SURFACE MOTION
 NM0700
 NM0700  HISTORY     - Date     Condition        Report By
 NM0700  HISTORY     - 1947     MONUMENTED       CGS
 NM0700
 NM0700                          STATION DESCRIPTION
 NM0700
 NM0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0700'4.2 MI SE FROM HUBBARD.
 NM0700'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE ALONG
 NM0700'A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A GRADED DIRT ROAD,
 NM0700'THENCE SOUTH 1.6 MILES ALONG A GRADED DIRT ROAD, THENCE EAST
 NM0700'0.7 MILE ALONG A GRADED DIRT ROAD, THENCE SOUTH 0.5 MILE ALONG
 NM0700'A GRADED DIRT ROAD TO SITE OF MARK.  BENCH MARK IS ABOUT 65
 NM0700'YARDS NORTHWEST OF A FARMHOUSE, 119.0 FEET NORTH OF THE NORTHWEST
 NM0700'CORNER OF A YARD FENCE, 26.6 FEET NORTH OF AN EAST-WEST SECTION
 NM0700'LINE FENCE, 26.0 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN
 NM0700'THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A NORTH-SOUTH
 NM0700'FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0700'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NM0700'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0499 ***********************************************************************
 NM0499  DESIGNATION -  T 237
 NM0499  PID         -  NM0499
 NM0499  STATE/COUNTY-  NE/THURSTON
 NM0499  COUNTRY     -  US
 NM0499  USGS QUAD   -  WALTHILL (2017)
 NM0499
 NM0499                         *CURRENT SURVEY CONTROL
 NM0499  ______________________________________________________________________
 NM0499* NAD 83(1986) POSITION- 42 08 52.     (N) 096 24 29.     (W)   SCALED
 NM0499* NAVD 88 ORTHO HEIGHT -   403.870 (meters)     1325.03  (feet) ADJUSTED
 NM0499  ______________________________________________________________________
 NM0499  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 NM0499  DYNAMIC HEIGHT  -        403.731 (meters)     1324.57  (feet) COMP
 NM0499  MODELED GRAVITY -    980,264.5   (mgal)                       NAVD 88
 NM0499
 NM0499  VERT ORDER      -  SECOND    CLASS 0
 NM0499
 NM0499.The horizontal coordinates were scaled from a map and have
 NM0499.an estimated accuracy of +/- 6 seconds.
 NM0499
 NM0499.The orthometric height was determined by differential leveling and
 NM0499.adjusted by the NATIONAL GEODETIC SURVEY
 NM0499.in June 1991.
 NM0499
 NM0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0499.GEOID18 height accuracy estimate available here.
 NM0499
 NM0499.Click photographs - Photos may exist for this station.
 NM0499
 NM0499.The dynamic height is computed by dividing the NAVD 88
 NM0499.geopotential number by the normal gravity value computed on the
 NM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0499.degrees latitude (g = 980.6199 gals.).
 NM0499
 NM0499.The modeled gravity was interpolated from observed gravity values.
 NM0499
 NM0499;                    North         East    Units  Estimated Accuracy
 NM0499;SPC NE       -   263,130.      796,740.      MT  (+/- 180 meters Scaled)
 NM0499
 NM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM141694(NAD 83)
 NM0499
 NM0499                          SUPERSEDED SURVEY CONTROL
 NM0499
 NM0499  NGVD 29 (??/??/92)  403.718  (m)         1324.53   (f) ADJ UNCH    2 0
 NM0499
 NM0499.Superseded values are not recommended for survey control.
 NM0499
 NM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0499.See file dsdata.pdf to determine how the superseded data were derived.
 NM0499
 NM0499_MARKER: DB = BENCH MARK DISK
 NM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0499_STAMPING: T 237 1947
 NM0499_MARK LOGO: CGS
 NM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0499+STABILITY: SURFACE MOTION
 NM0499
 NM0499  HISTORY     - Date     Condition        Report By
 NM0499  HISTORY     - 1947     MONUMENTED       CGS
 NM0499
 NM0499                          STATION DESCRIPTION
 NM0499
 NM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0499'4.4 MI E FROM WALTHILL.
 NM0499'4.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0499'AT WALTHILL, 100 FEET WEST OF THE CREST OF A HILL, 31.8 FEET
 NM0499'SOUTH OF THE CENTER OF THE HIGHWAY, 1.0 FOOT NORTH OF A BARBED
 NM0499'WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET
 NM0499'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0721 ***********************************************************************
 NM0721  DESIGNATION -  T 238
 NM0721  PID         -  NM0721
 NM0721  STATE/COUNTY-  NE/THURSTON
 NM0721  COUNTRY     -  US
 NM0721  USGS QUAD   -  PENDER NE (2017)
 NM0721
 NM0721                         *CURRENT SURVEY CONTROL
 NM0721  ______________________________________________________________________
 NM0721* NAD 83(1986) POSITION- 42 09 45.     (N) 096 34 13.     (W)   SCALED
 NM0721* NAVD 88 ORTHO HEIGHT -   436.046 (meters)     1430.59  (feet) ADJUSTED
 NM0721  ______________________________________________________________________
 NM0721  GEOID HEIGHT    -        -25.649 (meters)                     GEOID18
 NM0721  DYNAMIC HEIGHT  -        435.893 (meters)     1430.09  (feet) COMP
 NM0721  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 NM0721
 NM0721  VERT ORDER      -  SECOND    CLASS 0
 NM0721
 NM0721.The horizontal coordinates were scaled from a map and have
 NM0721.an estimated accuracy of +/- 6 seconds.
 NM0721
 NM0721.The orthometric height was determined by differential leveling and
 NM0721.adjusted by the NATIONAL GEODETIC SURVEY
 NM0721.in June 1991.
 NM0721
 NM0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0721.GEOID18 height accuracy estimate available here.
 NM0721
 NM0721.Click photographs - Photos may exist for this station.
 NM0721
 NM0721.The dynamic height is computed by dividing the NAVD 88
 NM0721.geopotential number by the normal gravity value computed on the
 NM0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0721.degrees latitude (g = 980.6199 gals.).
 NM0721
 NM0721.The modeled gravity was interpolated from observed gravity values.
 NM0721
 NM0721;                    North         East    Units  Estimated Accuracy
 NM0721;SPC NE       -   264,220.      783,280.      MT  (+/- 180 meters Scaled)
 NM0721
 NM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM007706(NAD 83)
 NM0721
 NM0721                          SUPERSEDED SURVEY CONTROL
 NM0721
 NM0721  NGVD 29 (??/??/92)  435.889  (m)         1430.08   (f) ADJ UNCH    2 0
 NM0721
 NM0721.Superseded values are not recommended for survey control.
 NM0721
 NM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0721.See file dsdata.pdf to determine how the superseded data were derived.
 NM0721
 NM0721_MARKER: DB = BENCH MARK DISK
 NM0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0721_STAMPING: T 238 1947
 NM0721_MARK LOGO: CGS
 NM0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0721+STABILITY: SURFACE MOTION
 NM0721
 NM0721  HISTORY     - Date     Condition        Report By
 NM0721  HISTORY     - 1947     MONUMENTED       CGS
 NM0721
 NM0721                          STATION DESCRIPTION
 NM0721
 NM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0721'5.2 MI W FROM WALTHILL.
 NM0721'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0721'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A T-ROAD, THENCE
 NM0721'WEST 2.0 MILES TO A SHARP TURN, THENCE NORTH 0.6 MILE TO A
 NM0721'SHARP TURN, THENCE WEST 2.0 MILES TO A DIRT CROSS ROAD, 52.2
 NM0721'FEET WEST OF A POWER POLE, 60.0 FEET WEST OF A GROUP OF 6 MAIL
 NM0721'BOXES, 30.3 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 NM0721'20.2 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 8.0 FEET
 NM0721'WEST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A BARBED WIRE
 NM0721'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0721'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0715 ***********************************************************************
 LH0715  DESIGNATION -  T 24
 LH0715  PID         -  LH0715
 LH0715  STATE/COUNTY-  NE/GOSPER
 LH0715  COUNTRY     -  US
 LH0715  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0715
 LH0715                         *CURRENT SURVEY CONTROL
 LH0715  ______________________________________________________________________
 LH0715* NAD 83(1986) POSITION- 40 22 50.     (N) 099 54 04.     (W)   SCALED
 LH0715* NAVD 88 ORTHO HEIGHT -   701.895 (meters)     2302.80  (feet) POSTED
 LH0715  ______________________________________________________________________
 LH0715  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 LH0715  DYNAMIC HEIGHT  -        701.45  (meters)     2301.3   (feet) COMP
 LH0715  MODELED GRAVITY -    979,966.9   (mgal)                       NAVD 88
 LH0715
 LH0715  VERT ORDER      -  * POSTED, SEE BELOW
 LH0715
 LH0715.The horizontal coordinates were scaled from a map and have
 LH0715.an estimated accuracy of +/- 6 seconds.
 LH0715
 LH0715.The orthometric height was determined by differential leveling
 LH0715.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LH0715
 LH0715.* This is a POSTED BENCH MARK height.
 LH0715
 LH0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0715.GEOID18 height accuracy estimate available here.
 LH0715
 LH0715.Click photographs - Photos may exist for this station.
 LH0715
 LH0715.The dynamic height is computed by dividing the NAVD 88
 LH0715.geopotential number by the normal gravity value computed on the
 LH0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0715.degrees latitude (g = 980.6199 gals.).
 LH0715
 LH0715.The modeled gravity was interpolated from observed gravity values.
 LH0715
 LH0715;                    North         East    Units  Estimated Accuracy
 LH0715;SPC NE       -    60,760.      508,400.      MT  (+/- 180 meters Scaled)
 LH0715
 LH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK235703(NAD 83)
 LH0715
 LH0715                          SUPERSEDED SURVEY CONTROL
 LH0715
 LH0715  NGVD 29 (??/??/92)  701.614  (m)         2301.88   (f) ADJ UNCH    1 2
 LH0715
 LH0715.Superseded values are not recommended for survey control.
 LH0715
 LH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0715.See file dsdata.pdf to determine how the superseded data were derived.
 LH0715
 LH0715_MARKER: DB = BENCH MARK DISK
 LH0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0715_STAMPING: T 24 1933
 LH0715_MARK LOGO: CGS
 LH0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0715+STABILITY: SURFACE MOTION
 LH0715
 LH0715  HISTORY     - Date     Condition        Report By
 LH0715  HISTORY     - 1933     MONUMENTED       CGS
 LH0715  HISTORY     - 1941     GOOD             CGS
 LH0715  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0715
 LH0715                          STATION DESCRIPTION
 LH0715
 LH0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0715'5.8 MI N FROM ARAPAHOE.
 LH0715'IN GOSPER COUNTY, 5.8 MILES NORTH ALONG STATE HIGHWAY 21 FROM
 LH0715'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE,
 LH0715'FURNAS COUNTY, 127 FEET EAST OF THE SOUTHEAST CORNER OF A
 LH0715'SCHOOLHOUSE, 37 FEET NORTH OF THE CENTERLINE OF A SECTION ROAD
 LH0715'LEADING WEST, AND 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 LH0715'A STANDARD DISK, STAMPED T 24 1933 AND SET IN THE TOP OF A
 LH0715'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0715
 LH0715                          STATION RECOVERY (1986)
 LH0715
 LH0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0715'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0716 ***********************************************************************
 LH0716  DESIGNATION -  T 24 RESET
 LH0716  PID         -  LH0716
 LH0716  STATE/COUNTY-  NE/GOSPER
 LH0716  COUNTRY     -  US
 LH0716  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0716
 LH0716                         *CURRENT SURVEY CONTROL
 LH0716  ______________________________________________________________________
 LH0716* NAD 83(1986) POSITION- 40 22 50.     (N) 099 54 04.     (W)   SCALED
 LH0716* NAVD 88 ORTHO HEIGHT -   702.477 (meters)     2304.71  (feet) ADJUSTED
 LH0716  ______________________________________________________________________
 LH0716  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 LH0716  DYNAMIC HEIGHT  -        702.030 (meters)     2303.24  (feet) COMP
 LH0716  MODELED GRAVITY -    979,966.9   (mgal)                       NAVD 88
 LH0716
 LH0716  VERT ORDER      -  FIRST     CLASS II
 LH0716
 LH0716.The horizontal coordinates were scaled from a map and have
 LH0716.an estimated accuracy of +/- 6 seconds.
 LH0716
 LH0716.The orthometric height was determined by differential leveling and
 LH0716.adjusted by the NATIONAL GEODETIC SURVEY
 LH0716.in June 1991.
 LH0716
 LH0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0716.GEOID18 height accuracy estimate available here.
 LH0716
 LH0716.Click photographs - Photos may exist for this station.
 LH0716
 LH0716.The dynamic height is computed by dividing the NAVD 88
 LH0716.geopotential number by the normal gravity value computed on the
 LH0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0716.degrees latitude (g = 980.6199 gals.).
 LH0716
 LH0716.The modeled gravity was interpolated from observed gravity values.
 LH0716
 LH0716;                    North         East    Units  Estimated Accuracy
 LH0716;SPC NE       -    60,760.      508,400.      MT  (+/- 180 meters Scaled)
 LH0716
 LH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK235703(NAD 83)
 LH0716
 LH0716                          SUPERSEDED SURVEY CONTROL
 LH0716
 LH0716  NGVD 29 (??/??/??)  702.16   (m)         2303.7    (f) RESET       3  
 LH0716  NGVD 29 (02/14/92)  702.179  (m)         2303.73   (f) ADJUSTED    1 2
 LH0716
 LH0716.Superseded values are not recommended for survey control.
 LH0716
 LH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0716.See file dsdata.pdf to determine how the superseded data were derived.
 LH0716
 LH0716_MARKER: DB = BENCH MARK DISK
 LH0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0716_STAMPING: T 24 RESET 1961
 LH0716_MARK LOGO: CGS
 LH0716_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0716+STABILITY: SURFACE MOTION
 LH0716
 LH0716  HISTORY     - Date     Condition        Report By
 LH0716  HISTORY     - 1961     MONUMENTED       NEDR
 LH0716  HISTORY     - 1986     GOOD             NGS
 LH0716
 LH0716                          STATION DESCRIPTION
 LH0716
 LH0716'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0716'5.7 MI N FROM ARAPAHOE.
 LH0716'THIS BENCH MARK IS LOCATED ABOUT 5.7 MILES NORTH ALONG STATE
 LH0716'HIGHWAY 21 FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0716'STATION AT ARAPAHOE, FURNAS COUNTY, 145 FEET NORTHEAST FROM THE
 LH0716'NORTHEAST CORNER OF A SCHOOLHOUSE, 225 FEET NORTH OF THE
 LH0716'CENTERLINE OF A SECTION ROAD LEADING WEST, 57 FEET WEST OF THE
 LH0716'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A CORNER FENCE
 LH0716'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 LH0716'INCHES ABOVE THE GROUND.
 LH0716
 LH0716                          STATION RECOVERY (1986)
 LH0716
 LH0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0716'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.3 KM (5.2
 LH0716'MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0716'34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 LH0716'ROAD LEADING WEST, 0.4 KM (0.25 MI) NORTH OF MILEPOST 26, 17.0 METERS
 LH0716'(56.5 FT) WEST OF THE HIGHWAY CENTERLINE, 68.6 METERS (225 FT) NORTH
 LH0716'OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT) EAST OF THE NORTHEAST
 LH0716'CORNER OF A LARGE METAL BUILDING AND 0.6 METER (2 FT) SOUTH OF A FENCE
 LH0716'CORNER.
 LH0716'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0716'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0738 ***********************************************************************
 NM0738  DESIGNATION -  T 240
 NM0738  PID         -  NM0738
 NM0738  STATE/COUNTY-  NE/CUMING
 NM0738  COUNTRY     -  US
 NM0738  USGS QUAD   -  BANCROFT (2017)
 NM0738
 NM0738                         *CURRENT SURVEY CONTROL
 NM0738  ______________________________________________________________________
 NM0738* NAD 83(1986) POSITION- 42 02 53.     (N) 096 34 28.     (W)   SCALED
 NM0738* NAVD 88 ORTHO HEIGHT -   403.981 (meters)     1325.39  (feet) ADJUSTED
 NM0738  ______________________________________________________________________
 NM0738  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 NM0738  DYNAMIC HEIGHT  -        403.835 (meters)     1324.92  (feet) COMP
 NM0738  MODELED GRAVITY -    980,248.6   (mgal)                       NAVD 88
 NM0738
 NM0738  VERT ORDER      -  SECOND    CLASS 0
 NM0738
 NM0738.The horizontal coordinates were scaled from a map and have
 NM0738.an estimated accuracy of +/- 6 seconds.
 NM0738
 NM0738.The orthometric height was determined by differential leveling and
 NM0738.adjusted by the NATIONAL GEODETIC SURVEY
 NM0738.in June 1991.
 NM0738
 NM0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0738.GEOID18 height accuracy estimate available here.
 NM0738
 NM0738.Click photographs - Photos may exist for this station.
 NM0738
 NM0738.The dynamic height is computed by dividing the NAVD 88
 NM0738.geopotential number by the normal gravity value computed on the
 NM0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0738.degrees latitude (g = 980.6199 gals.).
 NM0738
 NM0738.The modeled gravity was interpolated from observed gravity values.
 NM0738
 NM0738;                    North         East    Units  Estimated Accuracy
 NM0738;SPC NE       -   251,510.      783,440.      MT  (+/- 180 meters Scaled)
 NM0738
 NM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM007579(NAD 83)
 NM0738
 NM0738                          SUPERSEDED SURVEY CONTROL
 NM0738
 NM0738  NGVD 29 (??/??/92)  403.824  (m)         1324.88   (f) ADJ UNCH    2 0
 NM0738
 NM0738.Superseded values are not recommended for survey control.
 NM0738
 NM0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0738.See file dsdata.pdf to determine how the superseded data were derived.
 NM0738
 NM0738_MARKER: DB = BENCH MARK DISK
 NM0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0738_STAMPING: T 240 1947
 NM0738_MARK LOGO: CGS
 NM0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0738+STABILITY: SURFACE MOTION
 NM0738
 NM0738  HISTORY     - Date     Condition        Report By
 NM0738  HISTORY     - 1947     MONUMENTED       CGS
 NM0738
 NM0738                          STATION DESCRIPTION
 NM0738
 NM0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0738'2.3 MI N FROM BANCROFT.
 NM0738'0.2 MILE WEST ALONG STATE HIGHWAY NO. 16 FROM THE RAILROAD
 NM0738'STATION AT BANCROFT, THENCE NORTH 2.1 MILES ALONG A GRAVEL
 NM0738'ROAD, 45.0 FEET SOUTH OF THE NORTH EDGE OF A LINE OF TREES, 49.3
 NM0738'FEET SOUTH OF A MAIL BOX, 33.3 FEET EAST OF THE CENTER OF THE
 NM0738'ROAD, 4.7 FEET NORTH OF A POWER POLE, 1.0 FEET WEST OF A BARBED
 NM0738'WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND SET
 NM0738'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0155 ***********************************************************************
 MK0155  DESIGNATION -  T 241
 MK0155  PID         -  MK0155
 MK0155  STATE/COUNTY-  NE/BURT
 MK0155  COUNTRY     -  US
 MK0155  USGS QUAD   -  TEKAMAH (2017)
 MK0155
 MK0155                         *CURRENT SURVEY CONTROL
 MK0155  ______________________________________________________________________
 MK0155* NAD 83(1986) POSITION- 41 48 13.     (N) 096 09 13.     (W)   SCALED
 MK0155* NAVD 88 ORTHO HEIGHT -   314.119 (meters)     1030.57  (feet) ADJUSTED
 MK0155  ______________________________________________________________________
 MK0155  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 MK0155  DYNAMIC HEIGHT  -        313.997 (meters)     1030.17  (feet) COMP
 MK0155  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 MK0155
 MK0155  VERT ORDER      -  SECOND    CLASS 0
 MK0155
 MK0155.The horizontal coordinates were scaled from a map and have
 MK0155.an estimated accuracy of +/- 6 seconds.
 MK0155
 MK0155.The orthometric height was determined by differential leveling and
 MK0155.adjusted by the NATIONAL GEODETIC SURVEY
 MK0155.in June 1991.
 MK0155
 MK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0155.GEOID18 height accuracy estimate available here.
 MK0155
 MK0155.Click photographs - Photos may exist for this station.
 MK0155
 MK0155.The dynamic height is computed by dividing the NAVD 88
 MK0155.geopotential number by the normal gravity value computed on the
 MK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0155.degrees latitude (g = 980.6199 gals.).
 MK0155
 MK0155.The modeled gravity was interpolated from observed gravity values.
 MK0155
 MK0155;                    North         East    Units  Estimated Accuracy
 MK0155;SPC NE       -   225,860.      819,440.      MT  (+/- 180 meters Scaled)
 MK0155
 MK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364318(NAD 83)
 MK0155
 MK0155                          SUPERSEDED SURVEY CONTROL
 MK0155
 MK0155  NGVD 29 (??/??/92)  313.979  (m)         1030.11   (f) ADJ UNCH    2 0
 MK0155
 MK0155.Superseded values are not recommended for survey control.
 MK0155
 MK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0155.See file dsdata.pdf to determine how the superseded data were derived.
 MK0155
 MK0155_MARKER: DB = BENCH MARK DISK
 MK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0155_STAMPING: T 241 1947
 MK0155_MARK LOGO: CGS
 MK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0155+STABILITY: SURFACE MOTION
 MK0155
 MK0155  HISTORY     - Date     Condition        Report By
 MK0155  HISTORY     - 1947     MONUMENTED       CGS
 MK0155  HISTORY     - 1974     GOOD             LOCSUR
 MK0155
 MK0155                          STATION DESCRIPTION
 MK0155
 MK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0155'5.1 MI NE FROM TEKAMAH.
 MK0155'3.25 MILES EAST AND 1.85 MILE NORTH ALONG GRAVEL ROADS FROM THE
 MK0155'COURT HOUSE AT TEKAMAH, IN THE NORTHWEST ANGLE OF A CROSS ROAD,
 MK0155'47.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 30.0 FEET
 MK0155'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 18.0 FEET NORTH OF A
 MK0155'FENCE CORNER POST, 2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT
 MK0155'EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0155'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 MK0155
 MK0155                          STATION RECOVERY (1974)
 MK0155
 MK0155'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0609 ***********************************************************************
 MK0609  DESIGNATION -  T 242
 MK0609  PID         -  MK0609
 MK0609  STATE/COUNTY-  NE/WASHINGTON
 MK0609  COUNTRY     -  US
 MK0609  USGS QUAD   -  ARLINGTON (2017)
 MK0609
 MK0609                         *CURRENT SURVEY CONTROL
 MK0609  ______________________________________________________________________
 MK0609* NAD 83(1986) POSITION- 41 23 35.     (N) 096 16 03.     (W)   SCALED
 MK0609* NAVD 88 ORTHO HEIGHT -   392.971 (meters)     1289.27  (feet) ADJUSTED
 MK0609  ______________________________________________________________________
 MK0609  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 MK0609  DYNAMIC HEIGHT  -        392.784 (meters)     1288.66  (feet) COMP
 MK0609  MODELED GRAVITY -    980,136.6   (mgal)                       NAVD 88
 MK0609
 MK0609  VERT ORDER      -  SECOND    CLASS 0
 MK0609
 MK0609.The horizontal coordinates were scaled from a map and have
 MK0609.an estimated accuracy of +/- 6 seconds.
 MK0609
 MK0609.The orthometric height was determined by differential leveling and
 MK0609.adjusted by the NATIONAL GEODETIC SURVEY
 MK0609.in June 1991.
 MK0609
 MK0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0609.GEOID18 height accuracy estimate available here.
 MK0609
 MK0609.Click photographs - Photos may exist for this station.
 MK0609
 MK0609.The dynamic height is computed by dividing the NAVD 88
 MK0609.geopotential number by the normal gravity value computed on the
 MK0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0609.degrees latitude (g = 980.6199 gals.).
 MK0609
 MK0609.The modeled gravity was interpolated from observed gravity values.
 MK0609
 MK0609;                    North         East    Units  Estimated Accuracy
 MK0609;SPC NE       -   179,900.      811,960.      MT  (+/- 180 meters Scaled)
 MK0609
 MK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL284859(NAD 83)
 MK0609
 MK0609                          SUPERSEDED SURVEY CONTROL
 MK0609
 MK0609  NGVD 29 (??/??/92)  392.824  (m)         1288.79   (f) ADJ UNCH    2 0
 MK0609
 MK0609.Superseded values are not recommended for survey control.
 MK0609
 MK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0609.See file dsdata.pdf to determine how the superseded data were derived.
 MK0609
 MK0609_MARKER: DB = BENCH MARK DISK
 MK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0609_STAMPING: T 242 1947
 MK0609_MARK LOGO: CGS
 MK0609_PROJECTION: FLUSH
 MK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0609+STABILITY: SURFACE MOTION
 MK0609
 MK0609  HISTORY     - Date     Condition        Report By
 MK0609  HISTORY     - 1947     MONUMENTED       CGS
 MK0609
 MK0609                          STATION DESCRIPTION
 MK0609
 MK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0609'1.5 MI N FROM ELK CITY.
 MK0609'0.5 MILE NORTH ALONG STATE HIGHWAY NO. 8 AND 1.0 MILE NORTH
 MK0609'ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT ELK CITY, AT THE
 MK0609'DOUGLAS-WASHINGTON COUNTY LINE, 30.0 FEET NORTH OF THE CENTER
 MK0609'OF THE DOUGLAS-WASHINGTON COUNTY LINE, 26.0 FEET EAST OF A
 MK0609'POINT IN LINE WITH THE CENTER OF THE ROAD LEADING SOUTH, 3.5
 MK0609'FEET EAST OF A GUY WIRE BRACED TELEPHONE POLE, 2.0 FEET
 MK0609'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT
 MK0609'ABOVE THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0152 ***********************************************************************
 MK0152  DESIGNATION -  T 243
 MK0152  PID         -  MK0152
 MK0152  STATE/COUNTY-  NE/BURT
 MK0152  COUNTRY     -  US
 MK0152  USGS QUAD   -  TEKAMAH (2017)
 MK0152
 MK0152                         *CURRENT SURVEY CONTROL
 MK0152  ______________________________________________________________________
 MK0152* NAD 83(1986) POSITION- 41 45 23.     (N) 096 08 37.     (W)   SCALED
 MK0152* NAVD 88 ORTHO HEIGHT -   312.944 (meters)     1026.72  (feet) ADJUSTED
 MK0152  ______________________________________________________________________
 MK0152  GEOID HEIGHT    -        -27.594 (meters)                     GEOID18
 MK0152  DYNAMIC HEIGHT  -        312.819 (meters)     1026.31  (feet) COMP
 MK0152  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 MK0152
 MK0152  VERT ORDER      -  SECOND    CLASS 0
 MK0152
 MK0152.The horizontal coordinates were scaled from a map and have
 MK0152.an estimated accuracy of +/- 6 seconds.
 MK0152
 MK0152.The orthometric height was determined by differential leveling and
 MK0152.adjusted by the NATIONAL GEODETIC SURVEY
 MK0152.in June 1991.
 MK0152
 MK0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0152.GEOID18 height accuracy estimate available here.
 MK0152
 MK0152.Click photographs - Photos may exist for this station.
 MK0152
 MK0152.The dynamic height is computed by dividing the NAVD 88
 MK0152.geopotential number by the normal gravity value computed on the
 MK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0152.degrees latitude (g = 980.6199 gals.).
 MK0152
 MK0152.The modeled gravity was interpolated from observed gravity values.
 MK0152
 MK0152;                    North         East    Units  Estimated Accuracy
 MK0152;SPC NE       -   220,660.      820,510.      MT  (+/- 180 meters Scaled)
 MK0152
 MK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM374266(NAD 83)
 MK0152
 MK0152                          SUPERSEDED SURVEY CONTROL
 MK0152
 MK0152  NGVD 29 (??/??/92)  312.804  (m)         1026.26   (f) ADJ UNCH    2 0
 MK0152
 MK0152.Superseded values are not recommended for survey control.
 MK0152
 MK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0152.See file dsdata.pdf to determine how the superseded data were derived.
 MK0152
 MK0152_MARKER: DB = BENCH MARK DISK
 MK0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0152_STAMPING: T 243 1947
 MK0152_MARK LOGO: CGS
 MK0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0152+STABILITY: SURFACE MOTION
 MK0152
 MK0152  HISTORY     - Date     Condition        Report By
 MK0152  HISTORY     - 1947     MONUMENTED       CGS
 MK0152  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0152
 MK0152                          STATION DESCRIPTION
 MK0152
 MK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0152'5.5 MI SE FROM TEKAMAH.
 MK0152'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0152'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST AND 1.0 MILE
 MK0152'SOUTH ALONG GRAVEL ROADS, IN THE NORTHEAST ANGLE OF A CROSS
 MK0152'ROAD, 37.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 33.0
 MK0152'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 5.0 FEET NORTH
 MK0152'OF A FENCE CORNER POST, 1.5 FOOT EAST OF THE EAST RIGHT OF WAY
 MK0152'FENCE, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0152'POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0152
 MK0152                          STATION RECOVERY (1974)
 MK0152
 MK0152'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0142 ***********************************************************************
 MK0142  DESIGNATION -  T 244
 MK0142  PID         -  MK0142
 MK0142  STATE/COUNTY-  NE/WASHINGTON
 MK0142  COUNTRY     -  US
 MK0142  USGS QUAD   -  HERMAN (2017)
 MK0142
 MK0142                         *CURRENT SURVEY CONTROL
 MK0142  ______________________________________________________________________
 MK0142* NAD 83(1986) POSITION- 41 39 13.60   (N) 096 08 40.94   (W)   HD_HELD1
 MK0142* NAVD 88 ORTHO HEIGHT -   310.260 (meters)     1017.91  (feet) ADJUSTED
 MK0142  ______________________________________________________________________
 MK0142  GEOID HEIGHT    -        -27.893 (meters)                     GEOID18
 MK0142  DYNAMIC HEIGHT  -        310.128 (meters)     1017.48  (feet) COMP
 MK0142  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 MK0142
 MK0142  VERT ORDER      -  SECOND    CLASS 0
 MK0142
 MK0142.The horizontal coordinates were determined by differentially corrected
 MK0142.hand held GPS observations or other comparable positioning techniques
 MK0142.and have an estimated accuracy of +/- 3 meters.
 MK0142
 MK0142.The orthometric height was determined by differential leveling and
 MK0142.adjusted by the NATIONAL GEODETIC SURVEY
 MK0142.in June 1991.
 MK0142
 MK0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0142.GEOID18 height accuracy estimate available here.
 MK0142
 MK0142.Click photographs - Photos may exist for this station.
 MK0142
 MK0142.The dynamic height is computed by dividing the NAVD 88
 MK0142.geopotential number by the normal gravity value computed on the
 MK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0142.degrees latitude (g = 980.6199 gals.).
 MK0142
 MK0142.The modeled gravity was interpolated from observed gravity values.
 MK0142
 MK0142;                    North         East    Units  Estimated Accuracy
 MK0142;SPC NE       -   209,272.0     820,924.7     MT  (+/- 3 meters HH1 GPS) 
 MK0142
 MK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3775715275(NAD 83)
 MK0142
 MK0142                          SUPERSEDED SURVEY CONTROL
 MK0142
 MK0142  NGVD 29 (??/??/92)  310.119  (m)         1017.45   (f) ADJ UNCH    2 0
 MK0142
 MK0142.Superseded values are not recommended for survey control.
 MK0142
 MK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0142.See file dsdata.pdf to determine how the superseded data were derived.
 MK0142
 MK0142_MARKER: DB = BENCH MARK DISK
 MK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0142_STAMPING: T 244 1947
 MK0142_MARK LOGO: CGS
 MK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0142+STABILITY: SURFACE MOTION
 MK0142
 MK0142  HISTORY     - Date     Condition        Report By
 MK0142  HISTORY     - 1947     MONUMENTED       CGS
 MK0142  HISTORY     - 1974     GOOD             LOCSUR
 MK0142  HISTORY     - 20180409 POOR             NEGS
 MK0142
 MK0142                          STATION DESCRIPTION
 MK0142
 MK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0142'4.6 MI SE FROM HERMAN.
 MK0142'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0142'AT HERMAN, THENCE 3.2 MILES EAST AND 0.5 MILE SOUTH ALONG A
 MK0142'GRAVEL ROAD, AT THE SOUTHWEST CORNER OF A SCHOOL YARD, 90.5 FEET
 MK0142'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 81.0
 MK0142'FEET SOUTH OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING EAST TO
 MK0142'THE SCHOOL BUILDING, 47.0 FEET NORTH OF THE CENTER OF A DIRT
 MK0142'ROAD LEADING EAST, 40.5 FEET SOUTH OF A POWER LINE TRANSFORMER
 MK0142'POLE, 39.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, 7.5 FEET
 MK0142'NORTH OF A TELEPHONE POLE, 1.7 FOOT SOUTH OF A REFERENCE POST,
 MK0142'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0142'PROJECTING 0.1 FOOT.  NOTE-- CONC. CHIPPED.
 MK0142
 MK0142                          STATION RECOVERY (1974)
 MK0142
 MK0142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0142'RECOVERED IN GOOD CONDITION.
 MK0142
 MK0142                          STATION RECOVERY (2018)
 MK0142
 MK0142'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (BO)
 MK0142'THE TOP OF THE MONUMENT APPEARS TO HAVE BEEN DAMAGED BY FARM
 MK0142'EQUIPMENT, BREAKING CONCRETE AND DAMAGING THE CAP, ALSO APPEARS THE
 MK0142'MONUMENT IS LOOSE AND CAN BE MOVED AROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0380 ***********************************************************************
 MK0380  DESIGNATION -  T 245
 MK0380  PID         -  MK0380
 MK0380  STATE/COUNTY-  NE/WASHINGTON
 MK0380  COUNTRY     -  US
 MK0380  USGS QUAD   -  NICKERSON NE (2017)
 MK0380
 MK0380                         *CURRENT SURVEY CONTROL
 MK0380  ______________________________________________________________________
 MK0380* NAD 83(1986) POSITION- 41 40 59.     (N) 096 21 36.     (W)   SCALED
 MK0380* NAVD 88 ORTHO HEIGHT -   400.135 (meters)     1312.78  (feet) ADJUSTED
 MK0380  ______________________________________________________________________
 MK0380  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 MK0380  DYNAMIC HEIGHT  -        399.973 (meters)     1312.24  (feet) COMP
 MK0380  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 MK0380
 MK0380  VERT ORDER      -  SECOND    CLASS 0
 MK0380
 MK0380.The horizontal coordinates were scaled from a map and have
 MK0380.an estimated accuracy of +/- 6 seconds.
 MK0380
 MK0380.The orthometric height was determined by differential leveling and
 MK0380.adjusted by the NATIONAL GEODETIC SURVEY
 MK0380.in June 1991.
 MK0380
 MK0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0380.GEOID18 height accuracy estimate available here.
 MK0380
 MK0380.Click photographs - Photos may exist for this station.
 MK0380
 MK0380.The dynamic height is computed by dividing the NAVD 88
 MK0380.geopotential number by the normal gravity value computed on the
 MK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0380.degrees latitude (g = 980.6199 gals.).
 MK0380
 MK0380.The modeled gravity was interpolated from observed gravity values.
 MK0380
 MK0380;                    North         East    Units  Estimated Accuracy
 MK0380;SPC NE       -   211,740.      802,880.      MT  (+/- 180 meters Scaled)
 MK0380
 MK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM197179(NAD 83)
 MK0380
 MK0380                          SUPERSEDED SURVEY CONTROL
 MK0380
 MK0380  NGVD 29 (??/??/92)  399.992  (m)         1312.31   (f) ADJ UNCH    2 0
 MK0380
 MK0380.Superseded values are not recommended for survey control.
 MK0380
 MK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0380.See file dsdata.pdf to determine how the superseded data were derived.
 MK0380
 MK0380_MARKER: DB = BENCH MARK DISK
 MK0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0380_STAMPING: T 245 1947
 MK0380_MARK LOGO: CGS
 MK0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0380+STABILITY: SURFACE MOTION
 MK0380
 MK0380  HISTORY     - Date     Condition        Report By
 MK0380  HISTORY     - 1947     MONUMENTED       CGS
 MK0380
 MK0380                          STATION DESCRIPTION
 MK0380
 MK0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0380'7.6 MI S FROM CRAIG.
 MK0380'0.15 MILE WEST AND 7.1 MILES SOUTH ALONG GRAVEL ROADS AND 0.35
 MK0380'MILE EAST ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT CRAIG, AT
 MK0380'THE TOP OF A VERY PROMINENT AND STEEP HILL, 147.0 FEET EAST OF
 MK0380'THE CENTER OF A PRIVATE DRIVE WAY LEADING SOUTH TO A FARM HOUSE,
 MK0380'34.0 FEET SOUTH OF THE CENTER OF A DIRT ROAD WHICH FOLLOWS THE
 MK0380'BURT-WASHINGTON COUNTY LINE, 5.2 FEET WEST OF A POWER LINE
 MK0380'TRANSFORMER POLE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A
 MK0380'CONCRETE POST ABOUT 3 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0090 ***********************************************************************
 MK0090  DESIGNATION -  T 246
 MK0090  PID         -  MK0090
 MK0090  STATE/COUNTY-  NE/WASHINGTON
 MK0090  COUNTRY     -  US
 MK0090  USGS QUAD   -  BLAIR (2017)
 MK0090
 MK0090                         *CURRENT SURVEY CONTROL
 MK0090  ______________________________________________________________________
 MK0090* NAD 83(1986) POSITION- 41 35 00.     (N) 096 10 01.     (W)   SCALED
 MK0090* NAVD 88 ORTHO HEIGHT -   329.074 (meters)     1079.64  (feet) ADJUSTED
 MK0090  ______________________________________________________________________
 MK0090  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 MK0090  DYNAMIC HEIGHT  -        328.929 (meters)     1079.16  (feet) COMP
 MK0090  MODELED GRAVITY -    980,172.1   (mgal)                       NAVD 88
 MK0090
 MK0090  VERT ORDER      -  SECOND    CLASS 0
 MK0090
 MK0090.This mark is at Blair Municipal Airport (83Y)
 MK0090
 MK0090.The horizontal coordinates were scaled from a map and have
 MK0090.an estimated accuracy of +/- 6 seconds.
 MK0090
 MK0090.The orthometric height was determined by differential leveling and
 MK0090.adjusted by the NATIONAL GEODETIC SURVEY
 MK0090.in June 1991.
 MK0090
 MK0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0090.GEOID18 height accuracy estimate available here.
 MK0090
 MK0090.Click photographs - Photos may exist for this station.
 MK0090
 MK0090.The dynamic height is computed by dividing the NAVD 88
 MK0090.geopotential number by the normal gravity value computed on the
 MK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0090.degrees latitude (g = 980.6199 gals.).
 MK0090
 MK0090.The modeled gravity was interpolated from observed gravity values.
 MK0090
 MK0090;                    North         East    Units  Estimated Accuracy
 MK0090;SPC NE       -   201,380.      819,420.      MT  (+/- 180 meters Scaled)
 MK0090
 MK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM361073(NAD 83)
 MK0090
 MK0090                          SUPERSEDED SURVEY CONTROL
 MK0090
 MK0090  NGVD 29 (??/??/92)  328.934  (m)         1079.18   (f) ADJ UNCH    2 0
 MK0090
 MK0090.Superseded values are not recommended for survey control.
 MK0090
 MK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0090.See file dsdata.pdf to determine how the superseded data were derived.
 MK0090
 MK0090_MARKER: DB = BENCH MARK DISK
 MK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0090_STAMPING: T 246 1947
 MK0090_MARK LOGO: CGS
 MK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0090+STABILITY: SURFACE MOTION
 MK0090
 MK0090  HISTORY     - Date     Condition        Report By
 MK0090  HISTORY     - 1947     MONUMENTED       CGS
 MK0090  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0090
 MK0090                          STATION DESCRIPTION
 MK0090
 MK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0090'3.6 MI NW FROM BLAIR.
 MK0090'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 3.2 MILES NORTHWEST
 MK0090'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, AT
 MK0090'THE BLAIR MUNICIPAL AIRPORT, 1.5 FOOT EAST OF THE NORTHEAST
 MK0090'CORNER OF THE MOST NORTHERLY HANGAR, 0.5 FOOT NORTH OF THE NORTH
 MK0090'EDGE OF A CONCRETE RAMP WHICH IS IN FRONT OF THE HANGAR DOORS,
 MK0090'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TOP OF
 MK0090'THE CONCRETE RAMP.
 MK0090
 MK0090                          STATION RECOVERY (1965)
 MK0090
 MK0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1114 ***********************************************************************
 MK1114  DESIGNATION -  T 247
 MK1114  PID         -  MK1114
 MK1114  STATE/COUNTY-  NE/DODGE
 MK1114  COUNTRY     -  US
 MK1114  USGS QUAD   -  UEHLING (2017)
 MK1114
 MK1114                         *CURRENT SURVEY CONTROL
 MK1114  ______________________________________________________________________
 MK1114* NAD 83(1986) POSITION- 41 40 08.     (N) 096 31 17.     (W)   SCALED
 MK1114* NAVD 88 ORTHO HEIGHT -   389.858 (meters)     1279.06  (feet) ADJUSTED
 MK1114  ______________________________________________________________________
 MK1114  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 MK1114  DYNAMIC HEIGHT  -        389.708 (meters)     1278.57  (feet) COMP
 MK1114  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MK1114
 MK1114  VERT ORDER      -  SECOND    CLASS 0
 MK1114
 MK1114.The horizontal coordinates were scaled from a map and have
 MK1114.an estimated accuracy of +/- 6 seconds.
 MK1114
 MK1114.The orthometric height was determined by differential leveling and
 MK1114.adjusted by the NATIONAL GEODETIC SURVEY
 MK1114.in June 1991.
 MK1114
 MK1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1114.GEOID18 height accuracy estimate available here.
 MK1114
 MK1114.Click photographs - Photos may exist for this station.
 MK1114
 MK1114.The dynamic height is computed by dividing the NAVD 88
 MK1114.geopotential number by the normal gravity value computed on the
 MK1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1114.degrees latitude (g = 980.6199 gals.).
 MK1114
 MK1114.The modeled gravity was interpolated from observed gravity values.
 MK1114
 MK1114;                    North         East    Units  Estimated Accuracy
 MK1114;SPC NE       -   209,620.      789,520.      MT  (+/- 180 meters Scaled)
 MK1114
 MK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM063159(NAD 83)
 MK1114
 MK1114                          SUPERSEDED SURVEY CONTROL
 MK1114
 MK1114  NGVD 29 (??/??/92)  389.725  (m)         1278.62   (f) ADJ UNCH    2 0
 MK1114
 MK1114.Superseded values are not recommended for survey control.
 MK1114
 MK1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1114.See file dsdata.pdf to determine how the superseded data were derived.
 MK1114
 MK1114_MARKER: DB = BENCH MARK DISK
 MK1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1114_SP_SET: CULVERT HEADWALL
 MK1114_STAMPING: T 247 1947
 MK1114_MARK LOGO: CGS
 MK1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1114+STABILITY: SURFACE MOTION
 MK1114
 MK1114  HISTORY     - Date     Condition        Report By
 MK1114  HISTORY     - 1947     MONUMENTED       CGS
 MK1114
 MK1114                          STATION DESCRIPTION
 MK1114
 MK1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1114'5.1 MI N FROM WINSLOW.
 MK1114'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1114'FROM THE STATION AT WINSLOW, THENCE 0.7 MILE EAST ALONG A GRAVEL
 MK1114'ROAD, IN THE SOUTHEAST ANGLE OF A CROSS ROAD, 16.0 FEET SOUTH
 MK1114'OF THE CENTER OF THE EAST-WEST ROAD, 13.0 FEET EAST OF THE
 MK1114'CENTER OF THE NORTH-SOUTH ROAD, 0.7 FOOT NORTHEAST OF THE
 MK1114'NORTHEAST SIDE OF A GUARD RAIL POST, SET IN TOP OF THE SOUTHWEST
 MK1114'END OF THE SOUTHEAST HEAD WALL OF AN 8 X 8-FOOT CONCRETE CULVERT
 MK1114'UNDER THE ROAD CROSSING, ABOUT THE SAME ELEVATION AS THE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1115 ***********************************************************************
 MK1115  DESIGNATION -  T 247 RESET
 MK1115  PID         -  MK1115
 MK1115  STATE/COUNTY-  NE/DODGE
 MK1115  COUNTRY     -  US
 MK1115  USGS QUAD   -  UEHLING (2017)
 MK1115
 MK1115                         *CURRENT SURVEY CONTROL
 MK1115  ______________________________________________________________________
 MK1115* NAD 83(1986) POSITION- 41 40 08.     (N) 096 31 17.     (W)   SCALED
 MK1115* NAVD 88 ORTHO HEIGHT -   389.76  (meters)     1278.7   (feet) RESET
 MK1115  ______________________________________________________________________
 MK1115  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 MK1115  VERT ORDER      -  THIRD
 MK1115
 MK1115.The horizontal coordinates were scaled from a map and have
 MK1115.an estimated accuracy of +/- 6 seconds.
 MK1115
 MK1115.The orthometric height was computed from unverified reset data.
 MK1115
 MK1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1115.GEOID18 height accuracy estimate available here.
 MK1115
 MK1115.Click photographs - Photos may exist for this station.
 MK1115
 MK1115;                    North         East    Units  Estimated Accuracy
 MK1115;SPC NE       -   209,620.      789,520.      MT  (+/- 180 meters Scaled)
 MK1115
 MK1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM063159(NAD 83)
 MK1115
 MK1115                          SUPERSEDED SURVEY CONTROL
 MK1115
 MK1115  NGVD 29 (??/??/??)  389.62   (m)         1278.3    (f) RESET       3  
 MK1115
 MK1115.Superseded values are not recommended for survey control.
 MK1115
 MK1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1115.See file dsdata.pdf to determine how the superseded data were derived.
 MK1115
 MK1115_MARKER: DB = BENCH MARK DISK
 MK1115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1115_SP_SET: CULVERT HEADWALL
 MK1115_STAMPING: T 247 1957
 MK1115_MARK LOGO: CGS
 MK1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1115+STABILITY: SURFACE MOTION
 MK1115
 MK1115  HISTORY     - Date     Condition        Report By
 MK1115  HISTORY     - 1957     MONUMENTED       LOCSUR
 MK1115
 MK1115                          STATION DESCRIPTION
 MK1115
 MK1115'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 MK1115'5.1 MI NE FROM WINSLOW.
 MK1115'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1115'FROM THE STATION AT WINSLOW, THENCE 0.7 MILE EAST ALONG A GRAVEL
 MK1115'ROAD, IN THE EAST HEADWALL OF A CONCRETE CULVERT, 95 FEET NORTH
 MK1115'OF THE INTERSECTION OF COUNTY ROAD AND ON THE CENTERLINE OF
 MK1115'THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0450 ***********************************************************************
 NM0450  DESIGNATION -  T 248
 NM0450  PID         -  NM0450
 NM0450  STATE/COUNTY-  NE/THURSTON
 NM0450  COUNTRY     -  US
 NM0450  USGS QUAD   -  MACY (2017)
 NM0450
 NM0450                         *CURRENT SURVEY CONTROL
 NM0450  ______________________________________________________________________
 NM0450* NAD 83(1986) POSITION- 42 05 15.     (N) 096 19 38.     (W)   SCALED
 NM0450* NAVD 88 ORTHO HEIGHT -   364.638 (meters)     1196.32  (feet) ADJUSTED
 NM0450  ______________________________________________________________________
 NM0450  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 NM0450  DYNAMIC HEIGHT  -        364.511 (meters)     1195.90  (feet) COMP
 NM0450  MODELED GRAVITY -    980,263.0   (mgal)                       NAVD 88
 NM0450
 NM0450  VERT ORDER      -  SECOND    CLASS 0
 NM0450
 NM0450.The horizontal coordinates were scaled from a map and have
 NM0450.an estimated accuracy of +/- 6 seconds.
 NM0450
 NM0450.The orthometric height was determined by differential leveling and
 NM0450.adjusted by the NATIONAL GEODETIC SURVEY
 NM0450.in June 1991.
 NM0450
 NM0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0450.GEOID18 height accuracy estimate available here.
 NM0450
 NM0450.Click photographs - Photos may exist for this station.
 NM0450
 NM0450.The dynamic height is computed by dividing the NAVD 88
 NM0450.geopotential number by the normal gravity value computed on the
 NM0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0450.degrees latitude (g = 980.6199 gals.).
 NM0450
 NM0450.The modeled gravity was interpolated from observed gravity values.
 NM0450
 NM0450;                    North         East    Units  Estimated Accuracy
 NM0450;SPC NE       -   256,730.      803,700.      MT  (+/- 180 meters Scaled)
 NM0450
 NM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM210629(NAD 83)
 NM0450
 NM0450                          SUPERSEDED SURVEY CONTROL
 NM0450
 NM0450  NGVD 29 (??/??/92)  364.490  (m)         1195.83   (f) ADJ UNCH    2 0
 NM0450
 NM0450.Superseded values are not recommended for survey control.
 NM0450
 NM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0450.See file dsdata.pdf to determine how the superseded data were derived.
 NM0450
 NM0450_MARKER: DB = BENCH MARK DISK
 NM0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0450_SP_SET: CULVERT HEADWALL
 NM0450_STAMPING: T 248 1947
 NM0450_MARK LOGO: CGS
 NM0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0450+STABILITY: SURFACE MOTION
 NM0450
 NM0450  HISTORY     - Date     Condition        Report By
 NM0450  HISTORY     - 1947     MONUMENTED       CGS
 NM0450  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0450
 NM0450                          STATION DESCRIPTION
 NM0450
 NM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0450'7.2 MI NW FROM DECATUR.
 NM0450'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0450'DECATUR, THENCE NORTHWEST 7.1 MILES ALONG U.S. HIGHWAY NO. 73E,
 NM0450'1.0 MILE SOUTHEAST OF BENCH MARK J 240, 0.2 MILE EAST OF A
 NM0450'FARM HOUSE, IN THE NORTHWEST CORNER OF A CONCRETE CULVERT HEADWALL,
 NM0450'20.8 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.0 FOOT ABOVE
 NM0450'THE LEVEL OF THE ROAD AND SET IN A DRILL HOLE.
 NM0450
 NM0450                          STATION RECOVERY (1965)
 NM0450
 NM0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0450'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0451 ***********************************************************************
 NM0451  DESIGNATION -  T 248 RESET
 NM0451  PID         -  NM0451
 NM0451  STATE/COUNTY-  NE/THURSTON
 NM0451  COUNTRY     -  US
 NM0451  USGS QUAD   -  MACY (2017)
 NM0451
 NM0451                         *CURRENT SURVEY CONTROL
 NM0451  ______________________________________________________________________
 NM0451* NAD 83(1986) POSITION- 42 05 15.     (N) 096 19 38.     (W)   SCALED
 NM0451* NAVD 88 ORTHO HEIGHT -   365.25  (meters)     1198.3   (feet) RESET
 NM0451  ______________________________________________________________________
 NM0451  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 NM0451  VERT ORDER      -  THIRD
 NM0451
 NM0451.The horizontal coordinates were scaled from a map and have
 NM0451.an estimated accuracy of +/- 6 seconds.
 NM0451
 NM0451.The orthometric height was computed from unverified reset data.
 NM0451
 NM0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0451.GEOID18 height accuracy estimate available here.
 NM0451
 NM0451.Click photographs - Photos may exist for this station.
 NM0451
 NM0451;                    North         East    Units  Estimated Accuracy
 NM0451;SPC NE       -   256,730.      803,700.      MT  (+/- 180 meters Scaled)
 NM0451
 NM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM210629(NAD 83)
 NM0451
 NM0451                          SUPERSEDED SURVEY CONTROL
 NM0451
 NM0451  NGVD 29 (??/??/??)  365.10   (m)         1197.8    (f) RESET       3  
 NM0451
 NM0451.Superseded values are not recommended for survey control.
 NM0451
 NM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0451.See file dsdata.pdf to determine how the superseded data were derived.
 NM0451
 NM0451_MARKER: DB = BENCH MARK DISK
 NM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0451_STAMPING: T 248 RESET 1961
 NM0451_MARK LOGO: CGS
 NM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0451+STABILITY: SURFACE MOTION
 NM0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0451+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1988
 NM0451
 NM0451  HISTORY     - Date     Condition        Report By
 NM0451  HISTORY     - 1961     MONUMENTED       CGS
 NM0451  HISTORY     - 19880802 GOOD             NEDR
 NM0451
 NM0451                          STATION DESCRIPTION
 NM0451
 NM0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM0451'7.2 MI NW FROM DECATUR.
 NM0451'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0451'DECATUR, THENCE NORTHWEST ALONG U.S. HIGHWAY 73 FOR 7.1 MILES,
 NM0451'1.0 MILE SOUTHEAST OF BENCH MARK J 240 1947 RESET 1961, 1.0
 NM0451'MILE NORTHWEST OF THE MACY AZIMUTH MARK AND A T-ROAD EAST, 0.25
 NM0451'MILE NORTH OF A T-ROAD WEST, 200 FEET SOUTH-SOUTHEAST OF FARM
 NM0451'DRIVEWAY WEST TO WALTER HARMONS FARM HOUSE, 91 FEET EAST-NORTHEAST
 NM0451'OF THE CENTER OF U.S. HIGHWAY 73, 3 FEET SOUTH OF POWER POLE
 NM0451'WHICH IS GUYED AND HAS POWER LINE GOING WEST TO FARM HOUSE, 1
 NM0451'FOOT NORTH OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 NM0451'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 NM0451
 NM0451                          STATION RECOVERY (1988)
 NM0451
 NM0451'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1988
 NM0451'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, GRADING FOR NEW
 NM0451'CONSTRUCTION REQUIRED THE MARK TO BE RELOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1988 ***********************************************************************
 NM1988  DESIGNATION -  T 248 RESET
 NM1988  PID         -  NM1988
 NM1988  STATE/COUNTY-  NE/THURSTON
 NM1988  COUNTRY     -  US
 NM1988  USGS QUAD   -  MACY (2017)
 NM1988
 NM1988                         *CURRENT SURVEY CONTROL
 NM1988  ______________________________________________________________________
 NM1988* NAD 83(1986) POSITION- 42 05 17.     (N) 096 19 39.     (W)   SCALED
 NM1988* NAVD 88 ORTHO HEIGHT -   358.41  (meters)     1175.9   (feet) RESET
 NM1988  ______________________________________________________________________
 NM1988  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 NM1988  VERT ORDER      -  THIRD
 NM1988
 NM1988.The horizontal coordinates were scaled from a map and have
 NM1988.an estimated accuracy of +/- 6 seconds.
 NM1988
 NM1988.The orthometric height was computed from unverified reset data.
 NM1988
 NM1988.No vertical observational check was made to the station.
 NM1988
 NM1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1988.GEOID18 height accuracy estimate available here.
 NM1988
 NM1988.Click photographs - Photos may exist for this station.
 NM1988
 NM1988;                    North         East    Units  Estimated Accuracy
 NM1988;SPC NE       -   256,790.      803,670.      MT  (+/- 180 meters Scaled)
 NM1988
 NM1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM210630(NAD 83)
 NM1988
 NM1988                          SUPERSEDED SURVEY CONTROL
 NM1988
 NM1988.No superseded survey control is available for this station.
 NM1988
 NM1988_MARKER: DV = VERTICAL CONTROL DISK
 NM1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1988_STAMPING: T 248 RESET 1988
 NM1988_MARK LOGO: NGS
 NM1988_PROJECTION: RECESSED 15 CENTIMETERS
 NM1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1988+STABILITY: SURFACE MOTION
 NM1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1988+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NM1988
 NM1988  HISTORY     - Date     Condition        Report By
 NM1988  HISTORY     - 1988     MONUMENTED       NEDR
 NM1988
 NM1988                          STATION DESCRIPTION
 NM1988
 NM1988'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NM1988'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 94,
 NM1988'ABOUT 8 KM (4.95 MI) EAST FROM WALTHILL, GO SOUTH ON U.S. HIGHWAY 75
 NM1988'FOR 8.69 KM (5.40 MI) TO THE MARK ON THE RIGHT, 59.1 M (193.9 FT)
 NM1988'WEST FROM THE CENTERLINE OF THE HIGHWAY, 54 M (177.2 FT) SOUTH FROM
 NM1988'THE CENTERLINE OF A FARM DRIVE, 15.22 M (49.9 FT) SOUTHEAST FROM A
 NM1988'NAIL AND NEDR WASHER IN A FENCE POST, 10.94 M (35.9 FT) NORTHEAST
 NM1988'FROM ANOTHER NAIL AND WASHER IN A POST, 2.43 M (8.0 FT)
 NM1988'EAST-NORTHEAST FROM ANOTHER NAIL AND WASHER AND 0.67 M (2.2 FT) EAST
 NM1988'FROM A WITNESS POST AND NORTH/SOUTH FENCE, AND RECESSED ABOUT 0.15 M
 NM1988'(0.5 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0006 ***********************************************************************
 LH0006  DESIGNATION -  T 250
 LH0006  PID         -  LH0006
 LH0006  STATE/COUNTY-  NE/ADAMS
 LH0006  COUNTRY     -  US
 LH0006  USGS QUAD   -  HASTINGS WEST (2017)
 LH0006
 LH0006                         *CURRENT SURVEY CONTROL
 LH0006  ______________________________________________________________________
 LH0006* NAD 83(1986) POSITION- 40 34 07.     (N) 098 25 11.     (W)   SCALED
 LH0006* NAVD 88 ORTHO HEIGHT -   590.739 (meters)     1938.12  (feet) ADJUSTED
 LH0006  ______________________________________________________________________
 LH0006  GEOID HEIGHT    -        -25.301 (meters)                     GEOID18
 LH0006  DYNAMIC HEIGHT  -        590.407 (meters)     1937.03  (feet) COMP
 LH0006  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 LH0006
 LH0006  VERT ORDER      -  FIRST     CLASS II
 LH0006
 LH0006.The horizontal coordinates were scaled from a map and have
 LH0006.an estimated accuracy of +/- 6 seconds.
 LH0006
 LH0006.The orthometric height was determined by differential leveling and
 LH0006.adjusted by the NATIONAL GEODETIC SURVEY
 LH0006.in June 1991.
 LH0006
 LH0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0006.GEOID18 height accuracy estimate available here.
 LH0006
 LH0006.Click photographs - Photos may exist for this station.
 LH0006
 LH0006.The dynamic height is computed by dividing the NAVD 88
 LH0006.geopotential number by the normal gravity value computed on the
 LH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0006.degrees latitude (g = 980.6199 gals.).
 LH0006
 LH0006.The modeled gravity was interpolated from observed gravity values.
 LH0006
 LH0006;                    North         East    Units  Estimated Accuracy
 LH0006;SPC NE       -    82,860.      633,790.      MT  (+/- 180 meters Scaled)
 LH0006
 LH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK491910(NAD 83)
 LH0006
 LH0006                          SUPERSEDED SURVEY CONTROL
 LH0006
 LH0006  NGVD 29 (??/??/92)  590.508  (m)         1937.36   (f) ADJ UNCH    1 2
 LH0006
 LH0006.Superseded values are not recommended for survey control.
 LH0006
 LH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0006.See file dsdata.pdf to determine how the superseded data were derived.
 LH0006
 LH0006_MARKER: DB = BENCH MARK DISK
 LH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0006_STAMPING: T 250 1947
 LH0006_MARK LOGO: CGS
 LH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0006+STABILITY: SURFACE MOTION
 LH0006
 LH0006  HISTORY     - Date     Condition        Report By
 LH0006  HISTORY     - 1947     MONUMENTED       CGS
 LH0006
 LH0006                          STATION DESCRIPTION
 LH0006
 LH0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0006'2.6 MI SW FROM HASTINGS.
 LH0006'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0006'FROM THE STATION AT HASTINGS, THENCE WEST 0.6 MILE ALONG U.S.
 LH0006'HIGHWAY NO. 6 (ALTERNATE), IN THE NORTHWEST QUARTER OF A ROAD
 LH0006'CROSSING, 137.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0006'SECTION LINE ROAD, 35.3 FEET NORTH OF THE CENTER LINE OF THE
 LH0006'HIGHWAY, 3.0 FEET NORTHWEST OF A FENCE CORNER POST, 3.0 FEET
 LH0006'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LH0006'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0007 ***********************************************************************
 LH0007  DESIGNATION -  T 250 RESET
 LH0007  PID         -  LH0007
 LH0007  STATE/COUNTY-  NE/ADAMS
 LH0007  COUNTRY     -  US
 LH0007  USGS QUAD   -  HASTINGS WEST (2017)
 LH0007
 LH0007                         *CURRENT SURVEY CONTROL
 LH0007  ______________________________________________________________________
 LH0007* NAD 83(1986) POSITION- 40 34 05.     (N) 098 25 14.     (W)   SCALED
 LH0007* NAVD 88 ORTHO HEIGHT -   590.66  (meters)     1937.9   (feet) RESET
 LH0007  ______________________________________________________________________
 LH0007  GEOID HEIGHT    -        -25.301 (meters)                     GEOID18
 LH0007  VERT ORDER      -  THIRD
 LH0007
 LH0007.The horizontal coordinates were scaled from a map and have
 LH0007.an estimated accuracy of +/- 6 seconds.
 LH0007
 LH0007.The orthometric height was computed from unverified reset data.
 LH0007
 LH0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0007.GEOID18 height accuracy estimate available here.
 LH0007
 LH0007.Click photographs - Photos may exist for this station.
 LH0007
 LH0007;                    North         East    Units  Estimated Accuracy
 LH0007;SPC NE       -    82,800.      633,720.      MT  (+/- 180 meters Scaled)
 LH0007
 LH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK490909(NAD 83)
 LH0007
 LH0007                          SUPERSEDED SURVEY CONTROL
 LH0007
 LH0007  NGVD 29 (??/??/??)  590.43   (m)         1937.1    (f) RESET       3  
 LH0007
 LH0007.Superseded values are not recommended for survey control.
 LH0007
 LH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0007.See file dsdata.pdf to determine how the superseded data were derived.
 LH0007
 LH0007_MARKER: DB = BENCH MARK DISK
 LH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0007_STAMPING: T 250 RESET 1962
 LH0007_MARK LOGO: CGS
 LH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0007+STABILITY: SURFACE MOTION
 LH0007
 LH0007  HISTORY     - Date     Condition        Report By
 LH0007  HISTORY     - 1962     MONUMENTED       LOCSUR
 LH0007
 LH0007                          STATION DESCRIPTION
 LH0007
 LH0007'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LH0007'2.6 MI S FROM HASTINGS.
 LH0007'2.0 MILES SOUTH ALONG THE CB AND Q R.R. FROM THE STATION AT
 LH0007'HASTINGS, ADAMS COUNTY, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY
 LH0007'6 ALT, IN THE NORTHWEST QUARTER OF A SECTION-LINE ROAD
 LH0007'INTERSECTION, 137 FEET WEST OF THE CENTERLINE OF THE NORTH
 LH0007'AND SOUTH SECTION-LINE ROAD, 58.9 FEET NORTH OF THE CENTERLINE
 LH0007'OF U.S. HIGHWAY 6, 1.5 FEET WEST OF A WOODEN WITNESS POST, AND
 LH0007'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 LH0007'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0300 ***********************************************************************
 LH0300  DESIGNATION -  T 252
 LH0300  PID         -  LH0300
 LH0300  STATE/COUNTY-  NE/NUCKOLLS
 LH0300  COUNTRY     -  US
 LH0300  USGS QUAD   -  SUPERIOR (2017)
 LH0300
 LH0300                         *CURRENT SURVEY CONTROL
 LH0300  ______________________________________________________________________
 LH0300* NAD 83(1986) POSITION- 40 01 00.9    (N) 098 02 40.2    (W)   HD_HELD2
 LH0300* NAVD 88 ORTHO HEIGHT -   479.302 (meters)     1572.51  (feet) ADJUSTED
 LH0300  ______________________________________________________________________
 LH0300  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 LH0300  DYNAMIC HEIGHT  -        479.023 (meters)     1571.59  (feet) COMP
 LH0300  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 LH0300
 LH0300  VERT ORDER      -  FIRST     CLASS II
 LH0300
 LH0300.The horizontal coordinates were established by autonomous hand held GPS
 LH0300.observations and have an estimated accuracy of +/- 10 meters.
 LH0300
 LH0300.The orthometric height was determined by differential leveling and
 LH0300.adjusted by the NATIONAL GEODETIC SURVEY
 LH0300.in June 1991.
 LH0300
 LH0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0300.GEOID18 height accuracy estimate available here.
 LH0300
 LH0300.Click photographs - Photos may exist for this station.
 LH0300
 LH0300.The dynamic height is computed by dividing the NAVD 88
 LH0300.geopotential number by the normal gravity value computed on the
 LH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0300.degrees latitude (g = 980.6199 gals.).
 LH0300
 LH0300.The modeled gravity was interpolated from observed gravity values.
 LH0300
 LH0300;                    North         East    Units  Estimated Accuracy
 LH0300;SPC NE       -    22,272.      666,931.      MT  (+/- 10 meters HH2 GPS)
 LH0300
 LH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8154130072(NAD 83)
 LH0300
 LH0300                          SUPERSEDED SURVEY CONTROL
 LH0300
 LH0300  NGVD 29 (??/??/92)  479.128  (m)         1571.94   (f) ADJ UNCH    1 2
 LH0300
 LH0300.Superseded values are not recommended for survey control.
 LH0300
 LH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0300.See file dsdata.pdf to determine how the superseded data were derived.
 LH0300
 LH0300_MARKER: DB = BENCH MARK DISK
 LH0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0300_SP_SET: BRIDGE ABUTMENT
 LH0300_STAMPING: T 252 1947
 LH0300_MARK LOGO: CGS
 LH0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0300
 LH0300  HISTORY     - Date     Condition        Report By
 LH0300  HISTORY     - 1947     MONUMENTED       CGS
 LH0300
 LH0300                          STATION DESCRIPTION
 LH0300
 LH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0300'1.4 MI E FROM SUPERIOR.
 LH0300'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0300'FROM THE STATION AT SUPERIOR, IN THE SOUTH END OF THE EAST
 LH0300'ABUTMENT OF BRIDGE NO. 169.04, 5.5 FEET SOUTH OF THE SOUTH RAIL
 LH0300'OF THE TRACK, 3.0 FEET NORTH OF THE SOUTH END OF THE ABUTMENT,
 LH0300'0.8 FOOT LOWER THAN THE TRACK, SET IN THE TOP OF THE EAST
 LH0300'ABUTMENT OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0923 ***********************************************************************
 MJ0923  DESIGNATION -  T 253
 MJ0923  PID         -  MJ0923
 MJ0923  STATE/COUNTY-  NE/DOUGLAS
 MJ0923  COUNTRY     -  US
 MJ0923  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0923
 MJ0923                         *CURRENT SURVEY CONTROL
 MJ0923  ______________________________________________________________________
 MJ0923* NAD 83(1986) POSITION- 41 17 40.     (N) 095 53 42.     (W)   SCALED
 MJ0923* NAVD 88 ORTHO HEIGHT -   297.986 (meters)      977.64  (feet) ADJUSTED
 MJ0923  ______________________________________________________________________
 MJ0923  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 MJ0923  DYNAMIC HEIGHT  -        297.862 (meters)      977.24  (feet) COMP
 MJ0923  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 MJ0923
 MJ0923  VERT ORDER      -  FIRST     CLASS II
 MJ0923
 MJ0923.This mark is at Eppley Airfield Airport (OMA)
 MJ0923
 MJ0923.The horizontal coordinates were scaled from a map and have
 MJ0923.an estimated accuracy of +/- 6 seconds.
 MJ0923
 MJ0923.The orthometric height was determined by differential leveling and
 MJ0923.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0923.in June 1991.
 MJ0923
 MJ0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0923.GEOID18 height accuracy estimate available here.
 MJ0923
 MJ0923.Click photographs - Photos may exist for this station.
 MJ0923
 MJ0923.The dynamic height is computed by dividing the NAVD 88
 MJ0923.geopotential number by the normal gravity value computed on the
 MJ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0923.degrees latitude (g = 980.6199 gals.).
 MJ0923
 MJ0923.The modeled gravity was interpolated from observed gravity values.
 MJ0923
 MJ0923;                    North         East    Units  Estimated Accuracy
 MJ0923;SPC NE       -   170,380.      843,590.      MT  (+/- 180 meters Scaled)
 MJ0923
 MJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575754(NAD 83)
 MJ0923
 MJ0923                          SUPERSEDED SURVEY CONTROL
 MJ0923
 MJ0923  NGVD 29 (??/??/92)  297.860  (m)          977.23   (f) ADJ UNCH    1 2
 MJ0923
 MJ0923.Superseded values are not recommended for survey control.
 MJ0923
 MJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0923.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0923
 MJ0923_MARKER: DB = BENCH MARK DISK
 MJ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0923_STAMPING: T 253 1947
 MJ0923_MARK LOGO: CGS
 MJ0923_PROJECTION: FLUSH
 MJ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0923+STABILITY: SURFACE MOTION
 MJ0923
 MJ0923  HISTORY     - Date     Condition        Report By
 MJ0923  HISTORY     - 1947     MONUMENTED       CGS
 MJ0923  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0923
 MJ0923                          STATION DESCRIPTION
 MJ0923
 MJ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0923'AT OMAHA.
 MJ0923'AT OMAHA, AT THE OMAHA MUNICIPAL AIRPORT, 0.2 OF A MILE SOUTHEAST
 MJ0923'OF THE OPERATIONS TOWER, NEAR THE INTERSECTION OF THE
 MJ0923'NORTHEAST-SOUTHWEST RUNWAY AND THE NORTHWEST-SOUTHEAST RUNWAY,
 MJ0923'127 FEET SOUTHEAST OF THE CENTER OF A MANHOLE, 92.6 FEET SOUTHWEST
 MJ0923'OF THE SOUTHWEST EDGE OF THE NORTHWEST-SOUTHEAST CONCRETE RUNWAY,
 MJ0923'79 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST
 MJ0923'ASPHALT RUNWAY, 76 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 MJ0923'NORTHEAST-SOUTHWEST ASPHALT RUNWAY, SET IN THE TOP OF A CONCRETE
 MJ0923'POST AND FLUSH WITH THE SURFACE OF THE ASPHALT RUNWAY.
 MJ0923
 MJ0923                          STATION RECOVERY (1955)
 MJ0923
 MJ0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0805 ***********************************************************************
 MJ0805  DESIGNATION -  T 255
 MJ0805  PID         -  MJ0805
 MJ0805  STATE/COUNTY-  NE/DOUGLAS
 MJ0805  COUNTRY     -  US
 MJ0805  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0805
 MJ0805                         *CURRENT SURVEY CONTROL
 MJ0805  ______________________________________________________________________
 MJ0805* NAD 83(1986) POSITION- 41 12 19.     (N) 095 58 02.     (W)   SCALED
 MJ0805* NAVD 88 ORTHO HEIGHT -   369.157 (meters)     1211.14  (feet) ADJUSTED
 MJ0805  ______________________________________________________________________
 MJ0805  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 MJ0805  DYNAMIC HEIGHT  -        369.004 (meters)     1210.64  (feet) COMP
 MJ0805  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 MJ0805
 MJ0805  VERT ORDER      -  FIRST     CLASS II
 MJ0805
 MJ0805.The horizontal coordinates were scaled from a map and have
 MJ0805.an estimated accuracy of +/- 6 seconds.
 MJ0805
 MJ0805.The orthometric height was determined by differential leveling and
 MJ0805.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0805.in June 1991.
 MJ0805
 MJ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0805.GEOID18 height accuracy estimate available here.
 MJ0805
 MJ0805.Click photographs - Photos may exist for this station.
 MJ0805
 MJ0805.The dynamic height is computed by dividing the NAVD 88
 MJ0805.geopotential number by the normal gravity value computed on the
 MJ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0805.degrees latitude (g = 980.6199 gals.).
 MJ0805
 MJ0805.The modeled gravity was interpolated from observed gravity values.
 MJ0805
 MJ0805;                    North         East    Units  Estimated Accuracy
 MJ0805;SPC NE       -   160,210.      838,010.      MT  (+/- 180 meters Scaled)
 MJ0805
 MJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF512657(NAD 83)
 MJ0805
 MJ0805                          SUPERSEDED SURVEY CONTROL
 MJ0805
 MJ0805  NGVD 29 (??/??/92)  369.037  (m)         1210.75   (f) ADJ UNCH    1 2
 MJ0805
 MJ0805.Superseded values are not recommended for survey control.
 MJ0805
 MJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0805.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0805
 MJ0805_MARKER: DB = BENCH MARK DISK
 MJ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0805_STAMPING: T 255 1947
 MJ0805_MARK LOGO: CGS
 MJ0805_PROJECTION: RECESSED 13 CENTIMETERS
 MJ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0805+STABILITY: SURFACE MOTION
 MJ0805
 MJ0805  HISTORY     - Date     Condition        Report By
 MJ0805  HISTORY     - 1947     MONUMENTED       CGS
 MJ0805  HISTORY     - 1976     GOOD             LOCSUR
 MJ0805
 MJ0805                          STATION DESCRIPTION
 MJ0805
 MJ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0805'AT OMAHA.
 MJ0805'AT OMAHA, AT THE JUNCTION OF Q AND 36TH STREETS, 36.5 FEET
 MJ0805'SOUTHWEST OF A 12-INCH COTTONWOOD TREE, 19.2 FEET NORTH NORTHEAST
 MJ0805'OF THE CENTER OF A FIRE HYDRANT, 12.5 FEET NORTH OF THE NORTH
 MJ0805'EDGE OF THE SIDEWALK ALONG THE NORTH SIDE OF Q STREET, 11.3 FEET
 MJ0805'WEST OF THE WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF
 MJ0805'36TH STREET, 9.3 FEET SOUTHEAST OF A 10-FOOT TALL ELM TREE
 MJ0805'WHICH IS THE CORNER TREE FOR A ROW OF TREES LEADING NORTH AND
 MJ0805'A ROW LEADING WEST, 5.0 FEET WEST OF THE JUNCTION OF LINES ON
 MJ0805'TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH IS SET
 MJ0805'FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE POINTING
 MJ0805'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP OF
 MJ0805'A CONCRETE POST 0.4 FOOT UNDERGROUND.
 MJ0805
 MJ0805                          STATION RECOVERY (1976)
 MJ0805
 MJ0805'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1033 ***********************************************************************
 LF1033  DESIGNATION -  T 256
 LF1033  PID         -  LF1033
 LF1033  STATE/COUNTY-  NE/CASS
 LF1033  COUNTRY     -  US
 LF1033  USGS QUAD   -  MURRAY (2017)
 LF1033
 LF1033                         *CURRENT SURVEY CONTROL
 LF1033  ______________________________________________________________________
 LF1033* NAD 83(1986) POSITION- 40 54 55.     (N) 095 54 43.     (W)   SCALED
 LF1033* NAVD 88 ORTHO HEIGHT -   351.786 (meters)     1154.15  (feet) ADJUSTED
 LF1033  ______________________________________________________________________
 LF1033  GEOID HEIGHT    -        -27.538 (meters)                     GEOID18
 LF1033  DYNAMIC HEIGHT  -        351.635 (meters)     1153.66  (feet) COMP
 LF1033  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 LF1033
 LF1033  VERT ORDER      -  SECOND    CLASS 0
 LF1033
 LF1033.The horizontal coordinates were scaled from a map and have
 LF1033.an estimated accuracy of +/- 6 seconds.
 LF1033
 LF1033.The orthometric height was determined by differential leveling and
 LF1033.adjusted by the NATIONAL GEODETIC SURVEY
 LF1033.in June 1991.
 LF1033
 LF1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1033.GEOID18 height accuracy estimate available here.
 LF1033
 LF1033.Click photographs - Photos may exist for this station.
 LF1033
 LF1033.The dynamic height is computed by dividing the NAVD 88
 LF1033.geopotential number by the normal gravity value computed on the
 LF1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1033.degrees latitude (g = 980.6199 gals.).
 LF1033
 LF1033.The modeled gravity was interpolated from observed gravity values.
 LF1033
 LF1033;                    North         East    Units  Estimated Accuracy
 LF1033;SPC NE       -   128,260.      844,160.      MT  (+/- 180 meters Scaled)
 LF1033
 LF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF547334(NAD 83)
 LF1033
 LF1033                          SUPERSEDED SURVEY CONTROL
 LF1033
 LF1033  NGVD 29 (??/??/92)  351.683  (m)         1153.81   (f) ADJ UNCH    2 0
 LF1033
 LF1033.Superseded values are not recommended for survey control.
 LF1033
 LF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1033.See file dsdata.pdf to determine how the superseded data were derived.
 LF1033
 LF1033_MARKER: DB = BENCH MARK DISK
 LF1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1033_STAMPING: T 256 1947
 LF1033_MARK LOGO: CGS
 LF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1033+STABILITY: SURFACE MOTION
 LF1033
 LF1033  HISTORY     - Date     Condition        Report By
 LF1033  HISTORY     - 1947     MONUMENTED       CGS
 LF1033
 LF1033                          STATION DESCRIPTION
 LF1033
 LF1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1033'1 MI E FROM MURRAY.
 LF1033'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1033'STATE BANK AT MURRAY, IN THE SOUTHWEST CORNER OF A TRIANGULAR
 LF1033'PLOT OF GROUND AT THE INTERSECTION OF U.S. HIGHWAYS 73-75 AND
 LF1033'NEBRASKA STATE HIGHWAY 1, 227.0 FEET WEST OF THE CENTER LINE
 LF1033'OF U.S. HIGHWAYS 73-75, 143.0 FEET WEST OF THE SOUTHWEST CORNER
 LF1033'OF A FARMHOUSE, 46.0 FEET NORTH OF AND 4.0 FEET HIGHER THAN THE
 LF1033'CENTER LINE OF NEBRASKA STATE HIGHWAY 1, 33.4 FEET SOUTHWEST
 LF1033'OF THE SOUTHWEST FACE OF A CONCRETE WATER TANK, 10.5 FEET EAST
 LF1033'OF A POWER POLE, 2.0 FEET SOUTHWEST OF A 4 X 4 MARKER POST,
 LF1033'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE
 LF1033'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0113 ***********************************************************************
 LG0113  DESIGNATION -  T 257
 LG0113  PID         -  LG0113
 LG0113  STATE/COUNTY-  NE/OTOE
 LG0113  COUNTRY     -  US
 LG0113  USGS QUAD   -  AVOCA (2017)
 LG0113
 LG0113                         *CURRENT SURVEY CONTROL
 LG0113  ______________________________________________________________________
 LG0113* NAD 83(1986) POSITION- 40 45 18.     (N) 096 01 33.     (W)   SCALED
 LG0113* NAVD 88 ORTHO HEIGHT -   358.200 (meters)     1175.19  (feet) ADJUSTED
 LG0113  ______________________________________________________________________
 LG0113  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 LG0113  DYNAMIC HEIGHT  -        358.023 (meters)     1174.61  (feet) COMP
 LG0113  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 LG0113
 LG0113  VERT ORDER      -  SECOND    CLASS 0
 LG0113
 LG0113.The horizontal coordinates were scaled from a map and have
 LG0113.an estimated accuracy of +/- 6 seconds.
 LG0113
 LG0113.The orthometric height was determined by differential leveling and
 LG0113.adjusted by the NATIONAL GEODETIC SURVEY
 LG0113.in June 1991.
 LG0113
 LG0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0113.GEOID18 height accuracy estimate available here.
 LG0113
 LG0113.Click photographs - Photos may exist for this station.
 LG0113
 LG0113.The dynamic height is computed by dividing the NAVD 88
 LG0113.geopotential number by the normal gravity value computed on the
 LG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0113.degrees latitude (g = 980.6199 gals.).
 LG0113
 LG0113.The modeled gravity was interpolated from observed gravity values.
 LG0113
 LG0113;                    North         East    Units  Estimated Accuracy
 LG0113;SPC NE       -   110,040.      835,400.      MT  (+/- 180 meters Scaled)
 LG0113
 LG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL510158(NAD 83)
 LG0113
 LG0113                          SUPERSEDED SURVEY CONTROL
 LG0113
 LG0113  NGVD 29 (??/??/92)  358.090  (m)         1174.83   (f) ADJ UNCH    2 0
 LG0113
 LG0113.Superseded values are not recommended for survey control.
 LG0113
 LG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0113.See file dsdata.pdf to determine how the superseded data were derived.
 LG0113
 LG0113_MARKER: DB = BENCH MARK DISK
 LG0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0113_STAMPING: T 257 1947
 LG0113_MARK LOGO: CGS
 LG0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0113+STABILITY: SURFACE MOTION
 LG0113
 LG0113  HISTORY     - Date     Condition        Report By
 LG0113  HISTORY     - 1947     MONUMENTED       CGS
 LG0113  HISTORY     - 20200831 MARK NOT FOUND   NEGS
 LG0113
 LG0113                          STATION DESCRIPTION
 LG0113
 LG0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0113'6.3 MI N FROM DUNBAR.
 LG0113'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0113'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 4.0
 LG0113'MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD CROSSING, 71.0 FEET
 LG0113'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 53.4 FEET
 LG0113'WEST OF THE FIRST POWER POLE EAST OF THE ROAD CROSSING, 29.0
 LG0113'FEET SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF AN
 LG0113'EAST AND WEST ROAD, 15.4 FEET EAST OF THE EAST END OF A GATE
 LG0113'WHICH IS AT AN ENTRANCE TO A FIELD, 2.0 FEET WEST OF A REFERENCE
 LG0113'POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 LG0113'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LG0113
 LG0113                          STATION RECOVERY (2020)
 LG0113
 LG0113'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0113'SEARCHED FOR.  NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0976 ***********************************************************************
 LF0976  DESIGNATION -  T 258
 LF0976  PID         -  LF0976
 LF0976  STATE/COUNTY-  NE/OTOE
 LF0976  COUNTRY     -  US
 LF0976  USGS QUAD   -  JULIAN (2017)
 LF0976
 LF0976                         *CURRENT SURVEY CONTROL
 LF0976  ______________________________________________________________________
 LF0976* NAD 83(1986) POSITION- 40 32 14.     (N) 095 48 08.     (W)   SCALED
 LF0976* NAVD 88 ORTHO HEIGHT -   290.495 (meters)      953.07  (feet) ADJUSTED
 LF0976  ______________________________________________________________________
 LF0976  GEOID HEIGHT    -        -29.611 (meters)                     GEOID18
 LF0976  DYNAMIC HEIGHT  -        290.339 (meters)      952.55  (feet) COMP
 LF0976  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LF0976
 LF0976  VERT ORDER      -  SECOND    CLASS 0
 LF0976
 LF0976.The horizontal coordinates were scaled from a map and have
 LF0976.an estimated accuracy of +/- 6 seconds.
 LF0976
 LF0976.The orthometric height was determined by differential leveling and
 LF0976.adjusted by the NATIONAL GEODETIC SURVEY
 LF0976.in June 1991.
 LF0976
 LF0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0976.GEOID18 height accuracy estimate available here.
 LF0976
 LF0976.Click photographs - Photos may exist for this station.
 LF0976
 LF0976.The dynamic height is computed by dividing the NAVD 88
 LF0976.geopotential number by the normal gravity value computed on the
 LF0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0976.degrees latitude (g = 980.6199 gals.).
 LF0976
 LF0976.The modeled gravity was interpolated from observed gravity values.
 LF0976
 LF0976;                    North         East    Units  Estimated Accuracy
 LF0976;SPC NE       -    86,780.      855,430.      MT  (+/- 180 meters Scaled)
 LF0976
 LF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE626911(NAD 83)
 LF0976
 LF0976                          SUPERSEDED SURVEY CONTROL
 LF0976
 LF0976  NGVD 29 (??/??/92)  290.396  (m)          952.74   (f) ADJ UNCH    2 0
 LF0976
 LF0976.Superseded values are not recommended for survey control.
 LF0976
 LF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0976.See file dsdata.pdf to determine how the superseded data were derived.
 LF0976
 LF0976_MARKER: DB = BENCH MARK DISK
 LF0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0976_STAMPING: T 258 1947
 LF0976_MARK LOGO: CGS
 LF0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0976+STABILITY: SURFACE MOTION
 LF0976
 LF0976  HISTORY     - Date     Condition        Report By
 LF0976  HISTORY     - 1947     MONUMENTED       CGS
 LF0976  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0976
 LF0976                          STATION DESCRIPTION
 LF0976
 LF0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0976'4.8 MI E FROM JULIAN.
 LF0976'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0976'AT JULIAN, THENCE 3.75 MILES EAST ALONG A GRAVEL AND DIRT ROAD,
 LF0976'187.0 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST END OF A
 LF0976'STEEL BRIDGE OVER THE SOUTH BRANCH OF CAMP CREEK AND WHICH IS
 LF0976'ALONG AN OFF-SET ROAD TO THE SOUTH OF THE MAIN ROAD, 71.0 FEET
 LF0976'EAST OF A POINT IN LINE WITH THE CENTER OF A PRIVATE ROAD LEADING
 LF0976'NORTH, 46.0 FEET EAST OF THE CENTER OF THE OFF-SET ROAD LEADING
 LF0976'SOUTH TO THE STEEL BRIDGE, 33.0 FEET SOUTH OF THE CENTER OF THE
 LF0976'EAST-WEST ROAD, 32.3 FEET EAST OF A FENCE CORNER POST, 6.3 FEET
 LF0976'SOUTH OF THE SOUTH RIGHT OF WAY FENCE, 1.3 FOOT WEST OF A REFERENCE
 LF0976'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD
 LF0976'AND PROJECTING 0.1 FOOT.
 LF0976
 LF0976                          STATION RECOVERY (1964)
 LF0976
 LF0976'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0976'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ8434 ***********************************************************************
 AJ8434  DESIGNATION -  T 258 RESET
 AJ8434  PID         -  AJ8434
 AJ8434  STATE/COUNTY-  NE/OTOE
 AJ8434  COUNTRY     -  US
 AJ8434  USGS QUAD   -  JULIAN (2017)
 AJ8434
 AJ8434                         *CURRENT SURVEY CONTROL
 AJ8434  ______________________________________________________________________
 AJ8434* NAD 83(1986) POSITION- 40 32 14.     (N) 095 48 08.     (W)   SCALED
 AJ8434* NAVD 88 ORTHO HEIGHT -   294.14  (meters)      965.0   (feet) RESET
 AJ8434  ______________________________________________________________________
 AJ8434  GEOID HEIGHT    -        -29.611 (meters)                     GEOID18
 AJ8434  VERT ORDER      -  THIRD
 AJ8434
 AJ8434.The horizontal coordinates were scaled from a map and have
 AJ8434.an estimated accuracy of +/- 6 seconds.
 AJ8434
 AJ8434.The orthometric height was computed from unverified reset data.
 AJ8434
 AJ8434.No vertical observational check was made to the station.
 AJ8434
 AJ8434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8434.GEOID18 height accuracy estimate available here.
 AJ8434
 AJ8434.Click photographs - Photos may exist for this station.
 AJ8434
 AJ8434;                    North         East    Units  Estimated Accuracy
 AJ8434;SPC NE       -    86,780.      855,430.      MT  (+/- 180 meters Scaled)
 AJ8434
 AJ8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE626911(NAD 83)
 AJ8434
 AJ8434                          SUPERSEDED SURVEY CONTROL
 AJ8434
 AJ8434.No superseded survey control is available for this station.
 AJ8434
 AJ8434_MARKER: DV = VERTICAL CONTROL DISK
 AJ8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8434_STAMPING: T 258 RESET 2001
 AJ8434_MARK LOGO: NGS
 AJ8434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8434+STABILITY: SURFACE MOTION
 AJ8434
 AJ8434  HISTORY     - Date     Condition        Report By
 AJ8434  HISTORY     - 2001     MONUMENTED       NGS
 AJ8434
 AJ8434                          STATION DESCRIPTION
 AJ8434
 AJ8434'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DC)
 AJ8434'FROM THE INTERSECTION OF HIGHWAY 73 AND SPUR 64A TO JULIAN, AT THE
 AJ8434'NEMAHA/OTOE COUNTY LINE, GO NORTH ON HIGHWAY 73 APPROXIMATELY 1.0 MILE
 AJ8434'(1.6 KM) TO COUNTY ROAD R.  TURN RIGHT (EAST) AND GO EAST
 AJ8434'APPROXIMATELY 3.1 MILES (5.0 KM) TO POINT ON LEFT (NORTH) .
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0490 ***********************************************************************
 LF0490  DESIGNATION -  T 259
 LF0490  PID         -  LF0490
 LF0490  STATE/COUNTY-  NE/NEMAHA
 LF0490  COUNTRY     -  US
 LF0490  USGS QUAD   -  AUBURN (2017)
 LF0490
 LF0490                         *CURRENT SURVEY CONTROL
 LF0490  ______________________________________________________________________
 LF0490* NAD 83(1986) POSITION- 40 23 27.45   (N) 095 50 22.23   (W)   HD_HELD1
 LF0490* NAVD 88 ORTHO HEIGHT -   302.983 (meters)      994.04  (feet) ADJUSTED
 LF0490  ______________________________________________________________________
 LF0490  GEOID HEIGHT    -        -29.544 (meters)                     GEOID18
 LF0490  DYNAMIC HEIGHT  -        302.823 (meters)      993.51  (feet) COMP
 LF0490  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 LF0490
 LF0490  VERT ORDER      -  SECOND    CLASS 0
 LF0490
 LF0490.The horizontal coordinates were determined by differentially corrected
 LF0490.hand held GPS observations or other comparable positioning techniques
 LF0490.and have an estimated accuracy of +/- 3 meters.
 LF0490
 LF0490.The orthometric height was determined by differential leveling and
 LF0490.adjusted by the NATIONAL GEODETIC SURVEY
 LF0490.in June 1991.
 LF0490
 LF0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0490.GEOID18 height accuracy estimate available here.
 LF0490
 LF0490.Click photographs - Photos may exist for this station.
 LF0490
 LF0490.The dynamic height is computed by dividing the NAVD 88
 LF0490.geopotential number by the normal gravity value computed on the
 LF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0490.degrees latitude (g = 980.6199 gals.).
 LF0490
 LF0490.The modeled gravity was interpolated from observed gravity values.
 LF0490
 LF0490;                    North         East    Units  Estimated Accuracy
 LF0490;SPC NE       -    70,410.5     853,055.3     MT  (+/- 3 meters HH1 GPS) 
 LF0490
 LF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5899275022(NAD 83)
 LF0490
 LF0490                          SUPERSEDED SURVEY CONTROL
 LF0490
 LF0490  NGVD 29 (??/??/92)  302.900  (m)          993.76   (f) ADJ UNCH    2 0
 LF0490
 LF0490.Superseded values are not recommended for survey control.
 LF0490
 LF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0490.See file dsdata.pdf to determine how the superseded data were derived.
 LF0490
 LF0490_MARKER: DB = BENCH MARK DISK
 LF0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0490_SP_SET: BUILDING WATER TABLE
 LF0490_STAMPING: T 259 1947
 LF0490_MARK LOGO: CGS
 LF0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0490+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 LF0490
 LF0490  HISTORY     - Date     Condition        Report By
 LF0490  HISTORY     - 1947     MONUMENTED       CGS
 LF0490  HISTORY     - 1960     GOOD             CGS
 LF0490  HISTORY     - 20090629 GOOD             GEOCAC
 LF0490  HISTORY     - 20201022 GOOD             NEGS
 LF0490
 LF0490                          STATION DESCRIPTION
 LF0490
 LF0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0490'AT AUBURN.
 LF0490'AT AUBURN, AT THE MAIN ENTRANCE TO THE POST OFFICE, 0.7 FOOT
 LF0490'NORTHEAST OF THE NORTHEAST EDGE OF THE MAIN ENTRANCE DOOR, 0.5
 LF0490'FOOT ABOVE THE TOP OF THE STONE APPROACH TO THE BUILDING, SET
 LF0490'VERTICALLY IN THE LIMESTONE WATER TABLE.
 LF0490
 LF0490                          STATION RECOVERY (1960)
 LF0490
 LF0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LF0490'RECOVERED IN GOOD CONDITION.
 LF0490
 LF0490                          STATION RECOVERY (2009)
 LF0490
 LF0490'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0490'THE BUILDING IS LOCATED ON THE NORTHWEST CORNER OF COURTHOUSE AVE AND
 LF0490'14TH ST.
 LF0490
 LF0490                          STATION RECOVERY (2020)
 LF0490
 LF0490'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0200 ***********************************************************************
 LJ0200  DESIGNATION -  T 26
 LJ0200  PID         -  LJ0200
 LJ0200  STATE/COUNTY-  NE/DUNDY
 LJ0200  COUNTRY     -  US
 LJ0200  USGS QUAD   -  MAX (2017)
 LJ0200
 LJ0200                         *CURRENT SURVEY CONTROL
 LJ0200  ______________________________________________________________________
 LJ0200* NAD 83(1986) POSITION- 40 05 56.74   (N) 101 26 11.67   (W)   HD_HELD1
 LJ0200* NAVD 88 ORTHO HEIGHT -   890.462 (meters)     2921.46  (feet) ADJUSTED
 LJ0200  ______________________________________________________________________
 LJ0200  GEOID HEIGHT    -        -23.304 (meters)                     GEOID18
 LJ0200  DYNAMIC HEIGHT  -        889.827 (meters)     2919.37  (feet) COMP
 LJ0200  MODELED GRAVITY -    979,883.3   (mgal)                       NAVD 88
 LJ0200
 LJ0200  VERT ORDER      -  FIRST     CLASS II
 LJ0200
 LJ0200.The horizontal coordinates were determined by differentially corrected
 LJ0200.hand held GPS observations or other comparable positioning techniques
 LJ0200.and have an estimated accuracy of +/- 3 meters.
 LJ0200
 LJ0200.The orthometric height was determined by differential leveling and
 LJ0200.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0200.in June 1991.
 LJ0200
 LJ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0200.GEOID18 height accuracy estimate available here.
 LJ0200
 LJ0200.Click photographs - Photos may exist for this station.
 LJ0200
 LJ0200.The dynamic height is computed by dividing the NAVD 88
 LJ0200.geopotential number by the normal gravity value computed on the
 LJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0200.degrees latitude (g = 980.6199 gals.).
 LJ0200
 LJ0200.The modeled gravity was interpolated from observed gravity values.
 LJ0200
 LJ0200;                    North         East    Units  Estimated Accuracy
 LJ0200;SPC NE       -    30,526.6     377,513.8     MT  (+/- 3 meters HH1 GPS) 
 LJ0200
 LJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK9230441601(NAD 83)
 LJ0200
 LJ0200                          SUPERSEDED SURVEY CONTROL
 LJ0200
 LJ0200  NGVD 29 (??/??/92)  890.111  (m)         2920.31   (f) ADJ UNCH    1 2
 LJ0200
 LJ0200.Superseded values are not recommended for survey control.
 LJ0200
 LJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0200.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0200
 LJ0200_MARKER: DB = BENCH MARK DISK
 LJ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0200_STAMPING: 2920.306 T 26 1933
 LJ0200_MARK LOGO: CGS
 LJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0200+STABILITY: SURFACE MOTION
 LJ0200
 LJ0200  HISTORY     - Date     Condition        Report By
 LJ0200  HISTORY     - 1933     MONUMENTED       CGS
 LJ0200  HISTORY     - 1962     MARK NOT FOUND   USGS
 LJ0200  HISTORY     - 1977     GOOD             NGS
 LJ0200
 LJ0200                          STATION DESCRIPTION
 LJ0200
 LJ0200'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LJ0200'2 MI SW FROM MAX.
 LJ0200'2.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0200'RAILROAD FROM THE STATION AT MAX, DUNDY COUNTY, 9 POLES
 LJ0200'NORTHEAST OF MILEPOST 333, AT A FARM-ROAD CROSSING, 73 FEET
 LJ0200'SOUTH OF U.S. HIGHWAY 34, 56 FEET NORTH OF THE NORTH RAIL, AND
 LJ0200'54 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED T 26 1933
 LJ0200'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LJ0200'GROUND.  NOW STAMPED 2920.306 T 26 1933.
 LJ0200
 LJ0200                          STATION RECOVERY (1977)
 LJ0200
 LJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0200'FROM CROSS STREET AT WEST SIDE OF A GRAIN ELEVATOR IN MAX, GO WEST ON
 LJ0200'US HIGHWAY 34 FOR 2.0 MILES TO A DRIVEWAY LEADING NORTH AND THE BENCH
 LJ0200'MARK ON THE LEFT, 81 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 13 FEET
 LJ0200'EAST OF A NEW POWER POLE, 56 FEET NORTH OF THE NORTH RAIL OF THE
 LJ0200'RAILROAD TRACK AND 7 FEET NORTH OF AN ANCHUR FOR GUY CABLE TO POWER
 LJ0200'POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0762 ***********************************************************************
 LF0762  DESIGNATION -  T 260
 LF0762  PID         -  LF0762
 LF0762  STATE/COUNTY-  NE/RICHARDSON
 LF0762  COUNTRY     -  US
 LF0762  USGS QUAD   -  NEMAHA (2017)
 LF0762
 LF0762                         *CURRENT SURVEY CONTROL
 LF0762  ______________________________________________________________________
 LF0762* NAD 83(1986) POSITION- 40 15 45.     (N) 095 40 18.     (W)   SCALED
 LF0762* NAVD 88 ORTHO HEIGHT -   330.265 (meters)     1083.54  (feet) ADJUSTED
 LF0762  ______________________________________________________________________
 LF0762  GEOID HEIGHT    -        -30.117 (meters)                     GEOID18
 LF0762  DYNAMIC HEIGHT  -        330.084 (meters)     1082.95  (feet) COMP
 LF0762  MODELED GRAVITY -    980,070.3   (mgal)                       NAVD 88
 LF0762
 LF0762  VERT ORDER      -  SECOND    CLASS 0
 LF0762
 LF0762.The horizontal coordinates were scaled from a map and have
 LF0762.an estimated accuracy of +/- 6 seconds.
 LF0762
 LF0762.The orthometric height was determined by differential leveling and
 LF0762.adjusted by the NATIONAL GEODETIC SURVEY
 LF0762.in June 1991.
 LF0762
 LF0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0762.GEOID18 height accuracy estimate available here.
 LF0762
 LF0762.Click photographs - Photos may exist for this station.
 LF0762
 LF0762.The dynamic height is computed by dividing the NAVD 88
 LF0762.geopotential number by the normal gravity value computed on the
 LF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0762.degrees latitude (g = 980.6199 gals.).
 LF0762
 LF0762.The modeled gravity was interpolated from observed gravity values.
 LF0762
 LF0762;                    North         East    Units  Estimated Accuracy
 LF0762;SPC NE       -    56,870.      868,000.      MT  (+/- 180 meters Scaled)
 LF0762
 LF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728603(NAD 83)
 LF0762
 LF0762                          SUPERSEDED SURVEY CONTROL
 LF0762
 LF0762  NGVD 29 (??/??/92)  330.188  (m)         1083.29   (f) ADJ UNCH    2 0
 LF0762
 LF0762.Superseded values are not recommended for survey control.
 LF0762
 LF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0762.See file dsdata.pdf to determine how the superseded data were derived.
 LF0762
 LF0762_MARKER: DB = BENCH MARK DISK
 LF0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0762_STAMPING: T 260 1947
 LF0762_MARK LOGO: CGS
 LF0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0762+STABILITY: SURFACE MOTION
 LF0762
 LF0762  HISTORY     - Date     Condition        Report By
 LF0762  HISTORY     - 1947     MONUMENTED       CGS
 LF0762
 LF0762                          STATION DESCRIPTION
 LF0762
 LF0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0762'3 MI NE FROM SHUBERT.
 LF0762'0.4 MILE SOUTH ALONG MAIN STREET, 0.6 MILE EAST ALONG STATE
 LF0762'HIGHWAY NO. 62 AND 2.0 MILES NORTH ALONG STATE HIGHWAY NO. 67
 LF0762'FROM THE SCHOOL AT SHUBERT, AT THE TOP OF A HILL AND IN THE
 LF0762'SOUTHWEST ANGLE OF THE CROSSING OF THE NEMAHA-RICHARDSON COUNTY
 LF0762'LINE ROAD, 39.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 39.0
 LF0762'FEET SOUTH OF THE CENTER OF THE EAST-WEST COUNTY LINE ROAD,
 LF0762'7.0 FEET SOUTHWEST OF A POWER LINE POLE WHICH IS AT A POWER
 LF0762'LINE JUNCTION, 6.2 FEET SOUTHEAST OF A 2-FOOT ELM TREE, 1.5
 LF0762'FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LF0762'2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0763 ***********************************************************************
 LF0763  DESIGNATION -  T 260 RESET
 LF0763  PID         -  LF0763
 LF0763  STATE/COUNTY-  NE/RICHARDSON
 LF0763  COUNTRY     -  US
 LF0763  USGS QUAD   -  NEMAHA (2017)
 LF0763
 LF0763                         *CURRENT SURVEY CONTROL
 LF0763  ______________________________________________________________________
 LF0763* NAD 83(1986) POSITION- 40 15 44.86   (N) 095 40 18.72   (W)   HD_HELD1
 LF0763* NAVD 88 ORTHO HEIGHT -   330.93  (meters)     1085.7   (feet) RESET
 LF0763  ______________________________________________________________________
 LF0763  GEOID HEIGHT    -        -30.117 (meters)                     GEOID18
 LF0763  VERT ORDER      -  THIRD
 LF0763
 LF0763.The horizontal coordinates were determined by differentially corrected
 LF0763.hand held GPS observations or other comparable positioning techniques
 LF0763.and have an estimated accuracy of +/- 3 meters.
 LF0763
 LF0763.The orthometric height was computed from unverified reset data.
 LF0763
 LF0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0763.GEOID18 height accuracy estimate available here.
 LF0763
 LF0763.Click photographs - Photos may exist for this station.
 LF0763
 LF0763;                    North         East    Units  Estimated Accuracy
 LF0763;SPC NE       -    56,860.1     867,983.4     MT  (+/- 3 meters HH1 GPS) 
 LF0763
 LF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7279260313(NAD 83)
 LF0763
 LF0763                          SUPERSEDED SURVEY CONTROL
 LF0763
 LF0763  NGVD 29 (??/??/??)  330.85   (m)         1085.5    (f) RESET       3  
 LF0763
 LF0763.Superseded values are not recommended for survey control.
 LF0763
 LF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0763.See file dsdata.pdf to determine how the superseded data were derived.
 LF0763
 LF0763_MARKER: DB = BENCH MARK DISK
 LF0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0763_STAMPING: T 260 RESET 1965
 LF0763_MARK LOGO: CGS
 LF0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0763+STABILITY: SURFACE MOTION
 LF0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0763+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 LF0763
 LF0763  HISTORY     - Date     Condition        Report By
 LF0763  HISTORY     - 1965     MONUMENTED       CGS
 LF0763  HISTORY     - 20060315 GOOD             INDIV
 LF0763
 LF0763                          STATION DESCRIPTION
 LF0763
 LF0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0763'3 MI NE FROM SHUBERT.
 LF0763'0.4 MILE SOUTH ALONG MAIN STREET, 0.6 MILE EAST ALONG STATE
 LF0763'HIGHWAY 62, AND 2 MILES NORTH ALONG STATE HIGHWAY 67, ON THE
 LF0763'TOP OF A HILL, IN THE NORTHWEST ANGLE OF CROSSROADS, ABOUT
 LF0763'118 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 70 FEET
 LF0763'WEST OF A CENTER LINE OF A HIGHWAY, AND 1.5 FEET SOUTH OF A
 LF0763'METAL WITNESS POST.  THE STANDARD DISK IS SET IN THE TOP OF A
 LF0763'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 LF0763
 LF0763                          STATION RECOVERY (2006)
 LF0763
 LF0763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAJ)
 LF0763'MARK LIES 1.5 FEET NORTH OF POWER POLE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0859 ***********************************************************************
 NM0859  DESIGNATION -  T 261
 NM0859  PID         -  NM0859
 NM0859  STATE/COUNTY-  NE/DAKOTA
 NM0859  COUNTRY     -  US
 NM0859  USGS QUAD   -  PONCA (2017)
 NM0859
 NM0859                         *CURRENT SURVEY CONTROL
 NM0859  ______________________________________________________________________
 NM0859* NAD 83(1986) POSITION- 42 30 53.     (N) 096 41 28.     (W)   SCALED
 NM0859* NAVD 88 ORTHO HEIGHT -   371.127 (meters)     1217.61  (feet) ADJUSTED
 NM0859  ______________________________________________________________________
 NM0859  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 NM0859  DYNAMIC HEIGHT  -        371.009 (meters)     1217.22  (feet) COMP
 NM0859  MODELED GRAVITY -    980,292.2   (mgal)                       NAVD 88
 NM0859
 NM0859  VERT ORDER      -  SECOND    CLASS 0
 NM0859
 NM0859.The horizontal coordinates were scaled from a map and have
 NM0859.an estimated accuracy of +/- 6 seconds.
 NM0859
 NM0859.The orthometric height was determined by differential leveling and
 NM0859.adjusted by the NATIONAL GEODETIC SURVEY
 NM0859.in June 1991.
 NM0859
 NM0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0859.GEOID18 height accuracy estimate available here.
 NM0859
 NM0859.Click photographs - Photos may exist for this station.
 NM0859
 NM0859.The dynamic height is computed by dividing the NAVD 88
 NM0859.geopotential number by the normal gravity value computed on the
 NM0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0859.degrees latitude (g = 980.6199 gals.).
 NM0859
 NM0859.The modeled gravity was interpolated from observed gravity values.
 NM0859
 NM0859;                    North         East    Units  Estimated Accuracy
 NM0859;SPC NE       -   302,920.      771,810.      MT  (+/- 180 meters Scaled)
 NM0859
 NM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN896095(NAD 83)
 NM0859
 NM0859                          SUPERSEDED SURVEY CONTROL
 NM0859
 NM0859  NGVD 29 (??/??/92)  370.952  (m)         1217.03   (f) ADJ UNCH    2 0
 NM0859
 NM0859.Superseded values are not recommended for survey control.
 NM0859
 NM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0859.See file dsdata.pdf to determine how the superseded data were derived.
 NM0859
 NM0859_MARKER: DB = BENCH MARK DISK
 NM0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0859_STAMPING: T 261 1948
 NM0859_MARK LOGO: CGS
 NM0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0859+STABILITY: SURFACE MOTION
 NM0859
 NM0859  HISTORY     - Date     Condition        Report By
 NM0859  HISTORY     - 1948     MONUMENTED       CGS
 NM0859  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0859
 NM0859                          STATION DESCRIPTION
 NM0859
 NM0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0859'3.3 MI SE FROM PONCA.
 NM0859'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM THE CONCRETE
 NM0859'BRIDGE OVER AOWA CREEK AT PONCA, 4.3 MILES NORTHWEST OF THE
 NM0859'JUNCTION OF NO. 12 AND U.S. HIGHWAY NO. 20, ON THE INSIDE OF A
 NM0859'LONG CURVE WITH TANGENTS LEADING NORTH AND SOUTH-SOUTHWEST, 36.0
 NM0859'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 26.0 FEET SOUTHEAST
 NM0859'OF THE CENTER LINE OF A SMALL DITCH, 1.0 FOOT EAST OF A FENCE,
 NM0859'1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0859'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0859
 NM0859                          STATION RECOVERY (2020)
 NM0859
 NM0859'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0859'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0573 ***********************************************************************
 NM0573  DESIGNATION -  T 262
 NM0573  PID         -  NM0573
 NM0573  STATE/COUNTY-  NE/DAKOTA
 NM0573  COUNTRY     -  US
 NM0573  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0573
 NM0573                         *CURRENT SURVEY CONTROL
 NM0573  ______________________________________________________________________
 NM0573* NAD 83(1986) POSITION- 42 29 08.2    (N) 096 24 46.5    (W)   HD_HELD2
 NM0573* NAVD 88 ORTHO HEIGHT -   335.125 (meters)     1099.49  (feet) ADJUSTED
 NM0573  ______________________________________________________________________
 NM0573  GEOID HEIGHT    -        -26.108 (meters)                     GEOID18
 NM0573  DYNAMIC HEIGHT  -        335.019 (meters)     1099.14  (feet) COMP
 NM0573  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 NM0573
 NM0573  VERT ORDER      -  SECOND    CLASS 0
 NM0573
 NM0573.The horizontal coordinates were established by autonomous hand held GPS
 NM0573.observations and have an estimated accuracy of +/- 10 meters.
 NM0573
 NM0573.The orthometric height was determined by differential leveling and
 NM0573.adjusted by the NATIONAL GEODETIC SURVEY
 NM0573.in June 1991.
 NM0573
 NM0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0573.GEOID18 height accuracy estimate available here.
 NM0573
 NM0573.Click photographs - Photos may exist for this station.
 NM0573
 NM0573.The dynamic height is computed by dividing the NAVD 88
 NM0573.geopotential number by the normal gravity value computed on the
 NM0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0573.degrees latitude (g = 980.6199 gals.).
 NM0573
 NM0573.The modeled gravity was interpolated from observed gravity values.
 NM0573
 NM0573;                    North         East    Units  Estimated Accuracy
 NM0573;SPC NE       -   300,601.      794,780.      MT  (+/- 10 meters HH2 GPS)
 NM0573
 NM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1262506938(NAD 83)
 NM0573
 NM0573                          SUPERSEDED SURVEY CONTROL
 NM0573
 NM0573  NGVD 29 (??/??/92)  334.962  (m)         1098.95   (f) ADJ UNCH    2 0
 NM0573
 NM0573.Superseded values are not recommended for survey control.
 NM0573
 NM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0573.See file dsdata.pdf to determine how the superseded data were derived.
 NM0573
 NM0573_MARKER: DB = BENCH MARK DISK
 NM0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0573_STAMPING: T 262 1948
 NM0573_MARK LOGO: CGS
 NM0573_PROJECTION: RECESSED 18 CENTIMETERS
 NM0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0573+STABILITY: SURFACE MOTION
 NM0573
 NM0573  HISTORY     - Date     Condition        Report By
 NM0573  HISTORY     - 1948     MONUMENTED       CGS
 NM0573  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0573  HISTORY     - 20070423 MARK NOT FOUND   GEOCAC
 NM0573
 NM0573                          STATION DESCRIPTION
 NM0573
 NM0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0573'AT SOUTH SIOUX CITY.
 NM0573'AT SOUTH SIOUX CITY, AT THE SOUTH END OF THE COMBINATION BRIDGE
 NM0573'OVER THE MISSOURI RIVER, IN THE NORTHEAST QUARTER OF THE FIRST
 NM0573'STREET CROSSING SOUTH OF THE BRIDGE, 31.2 FEET SOUTHEAST OF THE
 NM0573'SOUTH END OF THE EAST WIRE MESH GUARD FENCE, 22.8 FEET EAST OF THE
 NM0573'EAST CURB OF U.S. HIGHWAY NO. 77, 13.2 FEET SOUTH OF THE SOUTH
 NM0573'EDGE OF THE EAST-WEST SIDEWALK, 2.8 FEET NORTH OF THE NORTH CURB
 NM0573'OF A EAST-WEST DIRT STREET, 1.9 FEET EAST OF THE MOST EASTERLY ONE
 NM0573'OF TWO POWER LINE POLES, SET IN THE TOP OF A CONCRETE POST AND
 NM0573'0.6 FOOT BELOW GROUND LEVEL.
 NM0573
 NM0573                          STATION RECOVERY (1963)
 NM0573
 NM0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0573'MARK NOT FOUND.
 NM0573
 NM0573                          STATION RECOVERY (2007)
 NM0573
 NM0573'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NM0573'THE CURRENT BRIDGE WAS COMPLETED IN THE EARLY 80'S, AND IS ABOUT A
 NM0573'HALF BLOCK WEST OF THE COMBINATION BRIDGE. THE AREA IS CURRENTLY OPEN
 NM0573'SPACE AND RESIDENTIAL STRUCTURES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0620 ***********************************************************************
 LF0620  DESIGNATION -  T 266
 LF0620  PID         -  LF0620
 LF0620  STATE/COUNTY-  NE/RICHARDSON
 LF0620  COUNTRY     -  US
 LF0620  USGS QUAD   -  BARADA (2017)
 LF0620
 LF0620                         *CURRENT SURVEY CONTROL
 LF0620  ______________________________________________________________________
 LF0620* NAD 83(1986) POSITION- 40 12 21.     (N) 095 31 08.     (W)   SCALED
 LF0620* NAVD 88 ORTHO HEIGHT -   301.569 (meters)      989.40  (feet) ADJUSTED
 LF0620  ______________________________________________________________________
 LF0620  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 LF0620  DYNAMIC HEIGHT  -        301.404 (meters)      988.86  (feet) COMP
 LF0620  MODELED GRAVITY -    980,071.9   (mgal)                       NAVD 88
 LF0620
 LF0620  VERT ORDER      -  SECOND    CLASS 0
 LF0620
 LF0620.The horizontal coordinates were scaled from a map and have
 LF0620.an estimated accuracy of +/- 6 seconds.
 LF0620
 LF0620.The orthometric height was determined by differential leveling and
 LF0620.adjusted by the NATIONAL GEODETIC SURVEY
 LF0620.in June 1991.
 LF0620
 LF0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0620.GEOID18 height accuracy estimate available here.
 LF0620
 LF0620.Click photographs - Photos may exist for this station.
 LF0620
 LF0620.The dynamic height is computed by dividing the NAVD 88
 LF0620.geopotential number by the normal gravity value computed on the
 LF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0620.degrees latitude (g = 980.6199 gals.).
 LF0620
 LF0620.The modeled gravity was interpolated from observed gravity values.
 LF0620
 LF0620;                    North         East    Units  Estimated Accuracy
 LF0620;SPC NE       -    51,240.      881,300.      MT  (+/- 180 meters Scaled)
 LF0620
 LF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE856536(NAD 83)
 LF0620
 LF0620                          SUPERSEDED SURVEY CONTROL
 LF0620
 LF0620  NGVD 29 (??/??/92)  301.500  (m)          989.17   (f) ADJ UNCH    2 0
 LF0620
 LF0620.Superseded values are not recommended for survey control.
 LF0620
 LF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0620.See file dsdata.pdf to determine how the superseded data were derived.
 LF0620
 LF0620_MARKER: DB = BENCH MARK DISK
 LF0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0620_STAMPING: T 266 1947
 LF0620_MARK LOGO: CGS
 LF0620_PROJECTION: FLUSH
 LF0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0620+STABILITY: SURFACE MOTION
 LF0620
 LF0620  HISTORY     - Date     Condition        Report By
 LF0620  HISTORY     - 1947     MONUMENTED       CGS
 LF0620
 LF0620                          STATION DESCRIPTION
 LF0620
 LF0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0620'9.3 MI E FROM BARADA.
 LF0620'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0620'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD
 LF0620'AND 3.9 MILES SOUTHEAST, SOUTH, SOUTHWEST AND WEST ALONG A COUNTY
 LF0620'ROAD, AT THE TOP OF A HILL AND AT THE FRONT YARD FENCE OF A
 LF0620'FARM HOUSE, 26.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 18.0
 LF0620'FEET WEST OF A TELEPHONE POLE, 1.5 FOOT WEST OF A REFERENCE
 LF0620'POST, 0.7 FOOT SOUTH OF THE EAST-WEST SECTION OF THE FARM YARD
 LF0620'FENCE, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE ROAD AND
 LF0620'ABOUT FLUSH WITH THE TOP OF THE GROUND.  NOTE-- THIS BENCH
 LF0620'MARK IS ALSO 11.65 MILES NORTH ALONG A GRAVEL ROAD AND 0.1 MILE
 LF0620'EAST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY
 LF0620'RAILROAD STATION AT PRESTON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0654 ***********************************************************************
 LF0654  DESIGNATION -  T 267
 LF0654  PID         -  LF0654
 LF0654  STATE/COUNTY-  NE/RICHARDSON
 LF0654  COUNTRY     -  US
 LF0654  USGS QUAD   -  BARADA (2017)
 LF0654
 LF0654                         *CURRENT SURVEY CONTROL
 LF0654  ______________________________________________________________________
 LF0654* NAD 83(1986) POSITION- 40 08 43.     (N) 095 34 45.     (W)   SCALED
 LF0654* NAVD 88 ORTHO HEIGHT -   316.837 (meters)     1039.49  (feet) ADJUSTED
 LF0654  ______________________________________________________________________
 LF0654  GEOID HEIGHT    -        -30.432 (meters)                     GEOID18
 LF0654  DYNAMIC HEIGHT  -        316.662 (meters)     1038.92  (feet) COMP
 LF0654  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LF0654
 LF0654  VERT ORDER      -  SECOND    CLASS 0
 LF0654
 LF0654.The horizontal coordinates were scaled from a map and have
 LF0654.an estimated accuracy of +/- 6 seconds.
 LF0654
 LF0654.The orthometric height was determined by differential leveling and
 LF0654.adjusted by the NATIONAL GEODETIC SURVEY
 LF0654.in June 1991.
 LF0654
 LF0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0654.GEOID18 height accuracy estimate available here.
 LF0654
 LF0654.Click photographs - Photos may exist for this station.
 LF0654
 LF0654.The dynamic height is computed by dividing the NAVD 88
 LF0654.geopotential number by the normal gravity value computed on the
 LF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0654.degrees latitude (g = 980.6199 gals.).
 LF0654
 LF0654.The modeled gravity was interpolated from observed gravity values.
 LF0654
 LF0654;                    North         East    Units  Estimated Accuracy
 LF0654;SPC NE       -    44,270.      876,520.      MT  (+/- 180 meters Scaled)
 LF0654
 LF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802470(NAD 83)
 LF0654
 LF0654                          SUPERSEDED SURVEY CONTROL
 LF0654
 LF0654  NGVD 29 (??/??/92)  316.767  (m)         1039.26   (f) ADJ UNCH    2 0
 LF0654
 LF0654.Superseded values are not recommended for survey control.
 LF0654
 LF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0654.See file dsdata.pdf to determine how the superseded data were derived.
 LF0654
 LF0654_MARKER: DB = BENCH MARK DISK
 LF0654_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0654_SP_SET: CULVERT HEADWALL
 LF0654_STAMPING: T 267 1947
 LF0654_MARK LOGO: CGS
 LF0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0654+STABILITY: SURFACE MOTION
 LF0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0654+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2009
 LF0654
 LF0654  HISTORY     - Date     Condition        Report By
 LF0654  HISTORY     - 1947     MONUMENTED       CGS
 LF0654  HISTORY     - 1980     GOOD             LOCSUR
 LF0654  HISTORY     - 20091008 GOOD             INDIV
 LF0654
 LF0654                          STATION DESCRIPTION
 LF0654
 LF0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0654'7 MI E FROM VERDON.
 LF0654'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 1.45 MILES EAST
 LF0654'ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0654'AT VERDON, 0.1 MILE WEST OF A NORTH-SOUTH CROSS ROAD, 16.0 FEET
 LF0654'NORTH OF THE CENTER OF THE ROAD, SET IN THE TOP OF AND 5.7
 LF0654'FEET EAST OF THE WEST END OF THE NORTH HEAD WALL OF A 4 X 7
 LF0654'FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT THE SAME ELEVATION
 LF0654'AS THE ROAD.
 LF0654
 LF0654                          STATION RECOVERY (1980)
 LF0654
 LF0654'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0654'RECOVERED IN GOOD CONDITION.
 LF0654
 LF0654                          STATION RECOVERY (2009)
 LF0654
 LF0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LF0654'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0217 ***********************************************************************
 LH0217  DESIGNATION -  T 268
 LH0217  PID         -  LH0217
 LH0217  STATE/COUNTY-  NE/NUCKOLLS
 LH0217  COUNTRY     -  US
 LH0217  USGS QUAD   -  BOSTWICK (2017)
 LH0217
 LH0217                         *CURRENT SURVEY CONTROL
 LH0217  ______________________________________________________________________
 LH0217* NAD 83(1986) POSITION- 40 03 30.     (N) 098 13 09.     (W)   SCALED
 LH0217* NAVD 88 ORTHO HEIGHT -   495.601 (meters)     1625.98  (feet) ADJUSTED
 LH0217  ______________________________________________________________________
 LH0217  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 LH0217  DYNAMIC HEIGHT  -        495.309 (meters)     1625.03  (feet) COMP
 LH0217  MODELED GRAVITY -    980,022.2   (mgal)                       NAVD 88
 LH0217
 LH0217  VERT ORDER      -  FIRST     CLASS II
 LH0217
 LH0217.The horizontal coordinates were scaled from a map and have
 LH0217.an estimated accuracy of +/- 6 seconds.
 LH0217
 LH0217.The orthometric height was determined by differential leveling and
 LH0217.adjusted by the NATIONAL GEODETIC SURVEY
 LH0217.in June 1991.
 LH0217
 LH0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0217.GEOID18 height accuracy estimate available here.
 LH0217
 LH0217.Click photographs - Photos may exist for this station.
 LH0217
 LH0217.The dynamic height is computed by dividing the NAVD 88
 LH0217.geopotential number by the normal gravity value computed on the
 LH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0217.degrees latitude (g = 980.6199 gals.).
 LH0217
 LH0217.The modeled gravity was interpolated from observed gravity values.
 LH0217
 LH0217;                    North         East    Units  Estimated Accuracy
 LH0217;SPC NE       -    26,550.      651,930.      MT  (+/- 180 meters Scaled)
 LH0217
 LH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK665345(NAD 83)
 LH0217
 LH0217                          SUPERSEDED SURVEY CONTROL
 LH0217
 LH0217  NGVD 29 (??/??/92)  495.411  (m)         1625.36   (f) ADJ UNCH    1 2
 LH0217
 LH0217.Superseded values are not recommended for survey control.
 LH0217
 LH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0217.See file dsdata.pdf to determine how the superseded data were derived.
 LH0217
 LH0217_MARKER: DB = BENCH MARK DISK
 LH0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0217_STAMPING: T 268 1947
 LH0217_MARK LOGO: CGS
 LH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0217+STABILITY: SURFACE MOTION
 LH0217
 LH0217  HISTORY     - Date     Condition        Report By
 LH0217  HISTORY     - 1947     MONUMENTED       CGS
 LH0217
 LH0217                          STATION DESCRIPTION
 LH0217
 LH0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0217'2 MI W FROM BOSTWICK.
 LH0217'1.95 MILE WEST ALONG THE CHIAGO, BURLINGTON AND QUINCY RAILROAD
 LH0217'FROM THE STATION AT BOSTWICK, AT A PRIVATE ROAD CROSSING, 737.0
 LH0217'FEET WEST OF THE WEST END OF CONCRETE BRIDGE NO. 178.78 OVER
 LH0217'BEAVER CREEK, 335.5 FEET EAST OF AND ACROSS THE TRACK FROM
 LH0217'MILEPOST NO. 179, 37.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 LH0217'TRACK, 24.0 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 4.5 FEET
 LH0217'EAST OF A TELEPHONE POLE, 3.8 FEET WEST OF A REFERENCE POST,
 LH0217'SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK, IN LINE
 LH0217'WITH A ROW OF TELEPHONE POLES AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0055 ***********************************************************************
 LH0055  DESIGNATION -  T 269
 LH0055  PID         -  LH0055
 LH0055  STATE/COUNTY-  NE/HALL
 LH0055  COUNTRY     -  US
 LH0055  USGS QUAD   -  GRAND ISLAND (2017)
 LH0055
 LH0055                         *CURRENT SURVEY CONTROL
 LH0055  ______________________________________________________________________
 LH0055* NAD 83(1986) POSITION- 40 54 10.     (N) 098 22 05.     (W)   SCALED
 LH0055* NAVD 88 ORTHO HEIGHT -   566.797 (meters)     1859.57  (feet) ADJUSTED
 LH0055  ______________________________________________________________________
 LH0055  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 LH0055  DYNAMIC HEIGHT  -        566.498 (meters)     1858.59  (feet) COMP
 LH0055  MODELED GRAVITY -    980,078.0   (mgal)                       NAVD 88
 LH0055
 LH0055  VERT ORDER      -  FIRST     CLASS II
 LH0055
 LH0055.The horizontal coordinates were scaled from a map and have
 LH0055.an estimated accuracy of +/- 6 seconds.
 LH0055
 LH0055.The orthometric height was determined by differential leveling and
 LH0055.adjusted by the NATIONAL GEODETIC SURVEY
 LH0055.in June 1991.
 LH0055
 LH0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0055.GEOID18 height accuracy estimate available here.
 LH0055
 LH0055.Click photographs - Photos may exist for this station.
 LH0055
 LH0055.The dynamic height is computed by dividing the NAVD 88
 LH0055.geopotential number by the normal gravity value computed on the
 LH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0055.degrees latitude (g = 980.6199 gals.).
 LH0055
 LH0055.The modeled gravity was interpolated from observed gravity values.
 LH0055
 LH0055;                    North         East    Units  Estimated Accuracy
 LH0055;SPC NE       -   120,040.      637,460.      MT  (+/- 180 meters Scaled)
 LH0055
 LH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532281(NAD 83)
 LH0055
 LH0055                          SUPERSEDED SURVEY CONTROL
 LH0055
 LH0055  NGVD 29 (02/14/92)  566.551  (m)         1858.76   (f) ADJUSTED    1 2
 LH0055  NGVD 29 (??/??/87)  566.551  (m)         1858.76   (f) SUPERSEDED  1 2
 LH0055
 LH0055.Superseded values are not recommended for survey control.
 LH0055
 LH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0055.See file dsdata.pdf to determine how the superseded data were derived.
 LH0055
 LH0055_MARKER: DB = BENCH MARK DISK
 LH0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0055_STAMPING: T 269 1947
 LH0055_MARK LOGO: CGS
 LH0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0055+STABILITY: SURFACE MOTION
 LH0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0055+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0055
 LH0055  HISTORY     - Date     Condition        Report By
 LH0055  HISTORY     - 1947     MONUMENTED       CGS
 LH0055  HISTORY     - 1949     GOOD             CGS
 LH0055  HISTORY     - 19910924 GOOD             NGS
 LH0055
 LH0055                          STATION DESCRIPTION
 LH0055
 LH0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0055'2.4 MI S FROM GRAND ISLAND.
 LH0055'2.4 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0055'AT GRAND ISLAND, AT A ROAD CROSSING, 105.0 FEET NORTH OF THE
 LH0055'CENTER LINE OF THE ROAD, 81.3 FEET NORTH OF A FENCE CORNER, 46.9
 LH0055'FEET EAST OF THE EAST RAIL, 37.6 FEET NORTH OF THE TENTH POLE
 LH0055'NORTH OF MILEPOST 249, 10.1 FEET EAST OF A POINT IN LINE WITH
 LH0055'A ROW OF POLES, 3.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT
 LH0055'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0055'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0055
 LH0055                          STATION RECOVERY (1949)
 LH0055
 LH0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0055'RECOVERED IN GOOD CONDITION.
 LH0055
 LH0055                          STATION RECOVERY (1991)
 LH0055
 LH0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0055'1.3 KM (0.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0055'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 1.1 KM (0.70 MI) EASTERLY
 LH0055'ALONG WEST STOLLEY PARK ROAD, 32.6 M (107.0 FT) NORTH OF THE
 LH0055'CENTERLINE OF THE ROAD, 22.7 M (74.5 FT) NORTH OF UTILITY POLE NUMBER
 LH0055'217 598, 14.3 M (46.9 FT) EAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0055'RAILROAD, 1.7 M (5.6 FT) WEST OF THE WEST EDGE OF A SIDEWALK, 0.6 M
 LH0055'(2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF A
 LH0055'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0270 ***********************************************************************
 NO0270  DESIGNATION -  T 27
 NO0270  PID         -  NO0270
 NO0270  STATE/COUNTY-  NE/CHERRY
 NO0270  COUNTRY     -  US
 NO0270  USGS QUAD   -  WHITMAN NW (2017)
 NO0270
 NO0270                         *CURRENT SURVEY CONTROL
 NO0270  ______________________________________________________________________
 NO0270* NAD 83(1986) POSITION- 42 07 31.83   (N) 101 43 32.90   (W)   HD_HELD1
 NO0270* NAVD 88 ORTHO HEIGHT -  1123.885 (meters)     3687.28  (feet) ADJUSTED
 NO0270  ______________________________________________________________________
 NO0270  GEOID HEIGHT    -        -19.248 (meters)                     GEOID18
 NO0270  DYNAMIC HEIGHT  -       1123.273 (meters)     3685.27  (feet) COMP
 NO0270  MODELED GRAVITY -    980,038.1   (mgal)                       NAVD 88
 NO0270
 NO0270  VERT ORDER      -  SECOND    CLASS 0
 NO0270
 NO0270.The horizontal coordinates were determined by differentially corrected
 NO0270.hand held GPS observations or other comparable positioning techniques
 NO0270.and have an estimated accuracy of +/- 3 meters.
 NO0270
 NO0270.The orthometric height was determined by differential leveling and
 NO0270.adjusted by the NATIONAL GEODETIC SURVEY
 NO0270.in June 1991.
 NO0270
 NO0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0270.GEOID18 height accuracy estimate available here.
 NO0270
 NO0270.Click photographs - Photos may exist for this station.
 NO0270
 NO0270.The dynamic height is computed by dividing the NAVD 88
 NO0270.geopotential number by the normal gravity value computed on the
 NO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0270.degrees latitude (g = 980.6199 gals.).
 NO0270
 NO0270.The modeled gravity was interpolated from observed gravity values.
 NO0270
 NO0270;                    North         East    Units  Estimated Accuracy
 NO0270;SPC NE       -   255,918.5     357,346.9     MT  (+/- 3 meters HH1 GPS) 
 NO0270
 NO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7469067307(NAD 83)
 NO0270
 NO0270                          SUPERSEDED SURVEY CONTROL
 NO0270
 NO0270  NGVD 29 (??/??/92) 1123.420  (m)         3685.75   (f) ADJ UNCH    2 0
 NO0270
 NO0270.Superseded values are not recommended for survey control.
 NO0270
 NO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0270.See file dsdata.pdf to determine how the superseded data were derived.
 NO0270
 NO0270_MARKER: DB = BENCH MARK DISK
 NO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0270_STAMPING: T 27 1934
 NO0270_MARK LOGO: CGS
 NO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0270+STABILITY: SURFACE MOTION
 NO0270
 NO0270  HISTORY     - Date     Condition        Report By
 NO0270  HISTORY     - 1934     MONUMENTED       CGS
 NO0270  HISTORY     - 1948     GOOD             CGS
 NO0270  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0270
 NO0270                          STATION DESCRIPTION
 NO0270
 NO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0270'10.3 MI N FROM HYANNIS.
 NO0270'IN CHERRY COUNTY, 10.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0270'HYANNIS, GRANT COUNTY, ALONG ROAD TO ROTHWELL RANCH, 1.2 MILES
 NO0270'(AIR LINE) SOUTH OF RED MILL SCHOOL, 1.0 MILE (AIR LINE)
 NO0270'SOUTHWEST OF DUMBELL RANCH HOUSE, 0.2 MILES NORTH-NORTHWEST OF
 NO0270'CORNER SECS. 22, 23, 26, AND 27, T. 25 N., R. 38 W., 0.15 MILES
 NO0270'NORTH OF GROUP OF WATER TANKS, 0.1 MILE NORTHWEST OF TWIN WELLS,
 NO0270'220 FEET EAST OF THE CENTERLINE OF A DRIANAGE DITCH RUNNING
 NO0270'THROUGH A TRIANGULAR VALLEY, 60 FEET SOUTHWEST OF THE CENTERLINE
 NO0270'OF THE HIGHWAY, 48 FEET SOUTHWEST OF A FENCE CORNER, AND 12
 NO0270'FEET NORTHWEST OF A SIDE TRACK.  A STANDARD DISK, STAMPED T
 NO0270'27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0270
 NO0270                          STATION RECOVERY (1985)
 NO0270
 NO0270'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1422 ***********************************************************************
 NM1422  DESIGNATION -  T 270
 NM1422  PID         -  NM1422
 NM1422  STATE/COUNTY-  NE/KNOX
 NM1422  COUNTRY     -  US
 NM1422  USGS QUAD   -  TABOR SE (2017)
 NM1422
 NM1422                         *CURRENT SURVEY CONTROL
 NM1422  ______________________________________________________________________
 NM1422* NAD 83(1986) POSITION- 42 50 00.     (N) 097 35 44.     (W)   SCALED
 NM1422* NAVD 88 ORTHO HEIGHT -   398.061 (meters)     1305.97  (feet) ADJUSTED
 NM1422  ______________________________________________________________________
 NM1422  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 NM1422  DYNAMIC HEIGHT  -        397.938 (meters)     1305.57  (feet) COMP
 NM1422  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NM1422
 NM1422  VERT ORDER      -  SECOND    CLASS 0
 NM1422
 NM1422.The horizontal coordinates were scaled from a map and have
 NM1422.an estimated accuracy of +/- 6 seconds.
 NM1422
 NM1422.The orthometric height was determined by differential leveling and
 NM1422.adjusted by the NATIONAL GEODETIC SURVEY
 NM1422.in June 1991.
 NM1422
 NM1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1422.GEOID18 height accuracy estimate available here.
 NM1422
 NM1422.Click photographs - Photos may exist for this station.
 NM1422
 NM1422.The dynamic height is computed by dividing the NAVD 88
 NM1422.geopotential number by the normal gravity value computed on the
 NM1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1422.degrees latitude (g = 980.6199 gals.).
 NM1422
 NM1422.The modeled gravity was interpolated from observed gravity values.
 NM1422
 NM1422;                    North         East    Units  Estimated Accuracy
 NM1422;SPC NE       -   335,840.      696,550.      MT  (+/- 180 meters Scaled)
 NM1422
 NM1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN147432(NAD 83)
 NM1422
 NM1422                          SUPERSEDED SURVEY CONTROL
 NM1422
 NM1422  NGVD 29 (??/??/92)  397.844  (m)         1305.26   (f) ADJ UNCH    2 0
 NM1422
 NM1422.Superseded values are not recommended for survey control.
 NM1422
 NM1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1422.See file dsdata.pdf to determine how the superseded data were derived.
 NM1422
 NM1422_MARKER: DB = BENCH MARK DISK
 NM1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1422_STAMPING: T 270 1949
 NM1422_MARK LOGO: CGS
 NM1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1422+STABILITY: SURFACE MOTION
 NM1422
 NM1422  HISTORY     - Date     Condition        Report By
 NM1422  HISTORY     - 1949     MONUMENTED       CGS
 NM1422  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM1422
 NM1422                          STATION DESCRIPTION
 NM1422
 NM1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1422'13.4 MI NW FROM CROFTON.
 NM1422'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1422'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1422'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1422'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1422'MILE WEST 0.3 MILE SOUTH AND 1.2 MILES WEST ALONG A DIRT ROAD, ON
 NM1422'THE NORTH SLOPE OF A RIDGE OF SMALL HILLS, ON THE INSIDE OF A
 NM1422'CURVE OF THE DIRT ROAD, 60.0 FEET EAST OF A FENCE CORNER, 50 FEET
 NM1422'NORTHEAST OF A SMALL GROVE OF BOX ELDER TREES, 24 FEET NORTH OF
 NM1422'THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A REFERENCE POST,
 NM1422'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM1422'THE GROUND.
 NM1422
 NM1422                          STATION RECOVERY (1967)
 NM1422
 NM1422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM1422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1392 ***********************************************************************
 NM1392  DESIGNATION -  T 271
 NM1392  PID         -  NM1392
 NM1392  STATE/COUNTY-  NE/KNOX
 NM1392  COUNTRY     -  US
 NM1392  USGS QUAD   -  SANTEE (2017)
 NM1392
 NM1392                         *CURRENT SURVEY CONTROL
 NM1392  ______________________________________________________________________
 NM1392* NAD 83(1986) POSITION- 42 50 27.     (N) 097 50 15.     (W)   SCALED
 NM1392* NAVD 88 ORTHO HEIGHT -   380.743 (meters)     1249.15  (feet) ADJUSTED
 NM1392  ______________________________________________________________________
 NM1392  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 NM1392  DYNAMIC HEIGHT  -        380.615 (meters)     1248.73  (feet) COMP
 NM1392  MODELED GRAVITY -    980,274.2   (mgal)                       NAVD 88
 NM1392
 NM1392  VERT ORDER      -  SECOND    CLASS 0
 NM1392
 NM1392.The horizontal coordinates were scaled from a map and have
 NM1392.an estimated accuracy of +/- 6 seconds.
 NM1392
 NM1392.The orthometric height was determined by differential leveling and
 NM1392.adjusted by the NATIONAL GEODETIC SURVEY
 NM1392.in June 1991.
 NM1392
 NM1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1392.GEOID18 height accuracy estimate available here.
 NM1392
 NM1392.Click photographs - Photos may exist for this station.
 NM1392
 NM1392.The dynamic height is computed by dividing the NAVD 88
 NM1392.geopotential number by the normal gravity value computed on the
 NM1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1392.degrees latitude (g = 980.6199 gals.).
 NM1392
 NM1392.The modeled gravity was interpolated from observed gravity values.
 NM1392
 NM1392;                    North         East    Units  Estimated Accuracy
 NM1392;SPC NE       -   336,150.      676,760.      MT  (+/- 180 meters Scaled)
 NM1392
 NM1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN949437(NAD 83)
 NM1392
 NM1392                          SUPERSEDED SURVEY CONTROL
 NM1392
 NM1392  NGVD 29 (??/??/92)  380.517  (m)         1248.41   (f) ADJ UNCH    2 0
 NM1392
 NM1392.Superseded values are not recommended for survey control.
 NM1392
 NM1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1392.See file dsdata.pdf to determine how the superseded data were derived.
 NM1392
 NM1392_MARKER: DB = BENCH MARK DISK
 NM1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1392_STAMPING: T 271 1949
 NM1392_MARK LOGO: CGS
 NM1392_PROJECTION: FLUSH
 NM1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1392+STABILITY: SURFACE MOTION
 NM1392
 NM1392  HISTORY     - Date     Condition        Report By
 NM1392  HISTORY     - 1949     MONUMENTED       CGS
 NM1392  HISTORY     - 1970     GOOD             NGS
 NM1392
 NM1392                          STATION DESCRIPTION
 NM1392
 NM1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1392'0.7 MI NE FROM SANTEE.
 NM1392'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1392'HALL AT SANTEE, AT THE SANTEE EPISCOPAL CHURCH, 53 FEET SOUTHEAST
 NM1392'OF A FLOWER GARDEN, 2.4 FEET WEST OF THE NORTHWEST CORNER OF THE
 NM1392'CHURCH, SET IN THE TOP OF A CONCRETE POST, WHICH IS SET FLUSH
 NM1392'WITH THE GROUND.
 NM1392
 NM1392                          STATION RECOVERY (1970)
 NM1392
 NM1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1050 ***********************************************************************
 NM1050  DESIGNATION -  T 272
 NM1050  PID         -  NM1050
 NM1050  STATE/COUNTY-  NE/CEDAR
 NM1050  COUNTRY     -  US
 NM1050  USGS QUAD   -  SAINT HELENA (2017)
 NM1050
 NM1050                         *CURRENT SURVEY CONTROL
 NM1050  ______________________________________________________________________
 NM1050* NAD 83(1986) POSITION- 42 48 00.     (N) 097 14 31.     (W)   SCALED
 NM1050* NAVD 88 ORTHO HEIGHT -   396.052 (meters)     1299.38  (feet) ADJUSTED
 NM1050  ______________________________________________________________________
 NM1050  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 NM1050  DYNAMIC HEIGHT  -        395.936 (meters)     1299.00  (feet) COMP
 NM1050  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 NM1050
 NM1050  VERT ORDER      -  SECOND    CLASS 0
 NM1050
 NM1050.The horizontal coordinates were scaled from a map and have
 NM1050.an estimated accuracy of +/- 6 seconds.
 NM1050
 NM1050.The orthometric height was determined by differential leveling and
 NM1050.adjusted by the NATIONAL GEODETIC SURVEY
 NM1050.in June 1991.
 NM1050
 NM1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1050.GEOID18 height accuracy estimate available here.
 NM1050
 NM1050.Click photographs - Photos may exist for this station.
 NM1050
 NM1050.The dynamic height is computed by dividing the NAVD 88
 NM1050.geopotential number by the normal gravity value computed on the
 NM1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1050.degrees latitude (g = 980.6199 gals.).
 NM1050
 NM1050.The modeled gravity was interpolated from observed gravity values.
 NM1050
 NM1050;                    North         East    Units  Estimated Accuracy
 NM1050;SPC NE       -   333,000.      725,570.      MT  (+/- 180 meters Scaled)
 NM1050
 NM1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN437401(NAD 83)
 NM1050
 NM1050                          SUPERSEDED SURVEY CONTROL
 NM1050
 NM1050  NGVD 29 (??/??/92)  395.848  (m)         1298.71   (f) ADJ UNCH    2 0
 NM1050
 NM1050.Superseded values are not recommended for survey control.
 NM1050
 NM1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1050.See file dsdata.pdf to determine how the superseded data were derived.
 NM1050
 NM1050_MARKER: DB = BENCH MARK DISK
 NM1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1050_STAMPING: T 272 1949
 NM1050_MARK LOGO: CGS
 NM1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1050+STABILITY: SURFACE MOTION
 NM1050
 NM1050  HISTORY     - Date     Condition        Report By
 NM1050  HISTORY     - 1949     MONUMENTED       CGS
 NM1050
 NM1050                          STATION DESCRIPTION
 NM1050
 NM1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1050'0.9 MI SE FROM ST HELENA.
 NM1050'0.6 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH
 NM1050'AT ST. HELENA, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD,
 NM1050'AT THE FARM HOME OF BERNARD WIESFLER, 350 FEET SOUTH OF THE CENTER
 NM1050'LINE OF THE ROAD, 29.0 FEET NORTH OF THE CENTER OF THE YARD GATE,
 NM1050'25.6 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, 22.0 FEET
 NM1050'SOUTH OF THE NORTHWEST CORNER POST OF THE YARD FENCE, 17 FEET
 NM1050'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, AND SET IN THE
 NM1050'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM1050'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0305 ***********************************************************************
 NN0305  DESIGNATION -  T 273
 NN0305  PID         -  NN0305
 NN0305  STATE/COUNTY-  NE/BOYD
 NN0305  COUNTRY     -  US
 NN0305  USGS QUAD   -  BRISTOW (2017)
 NN0305
 NN0305                         *CURRENT SURVEY CONTROL
 NN0305  ______________________________________________________________________
 NN0305* NAD 83(1986) POSITION- 42 51 25.     (N) 098 35 04.     (W)   SCALED
 NN0305* NAVD 88 ORTHO HEIGHT -   497.707 (meters)     1632.89  (feet) ADJUSTED
 NN0305  ______________________________________________________________________
 NN0305  GEOID HEIGHT    -        -25.814 (meters)                     GEOID18
 NN0305  DYNAMIC HEIGHT  -        497.526 (meters)     1632.30  (feet) COMP
 NN0305  MODELED GRAVITY -    980,241.6   (mgal)                       NAVD 88
 NN0305
 NN0305  VERT ORDER      -  SECOND    CLASS 0
 NN0305
 NN0305.The horizontal coordinates were scaled from a map and have
 NN0305.an estimated accuracy of +/- 6 seconds.
 NN0305
 NN0305.The orthometric height was determined by differential leveling and
 NN0305.adjusted by the NATIONAL GEODETIC SURVEY
 NN0305.in June 1991.
 NN0305
 NN0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0305.GEOID18 height accuracy estimate available here.
 NN0305
 NN0305.Click photographs - Photos may exist for this station.
 NN0305
 NN0305.The dynamic height is computed by dividing the NAVD 88
 NN0305.geopotential number by the normal gravity value computed on the
 NN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0305.degrees latitude (g = 980.6199 gals.).
 NN0305
 NN0305.The modeled gravity was interpolated from observed gravity values.
 NN0305
 NN0305;                    North         East    Units  Estimated Accuracy
 NN0305;SPC NE       -   336,680.      615,680.      MT  (+/- 180 meters Scaled)
 NN0305
 NN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN339450(NAD 83)
 NN0305
 NN0305                          SUPERSEDED SURVEY CONTROL
 NN0305
 NN0305  NGVD 29 (??/??/92)  497.438  (m)         1632.01   (f) ADJ UNCH    2 0
 NN0305
 NN0305.Superseded values are not recommended for survey control.
 NN0305
 NN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0305.See file dsdata.pdf to determine how the superseded data were derived.
 NN0305
 NN0305_MARKER: DB = BENCH MARK DISK
 NN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0305_STAMPING: T 273 1949
 NN0305_MARK LOGO: CGS
 NN0305_PROJECTION: FLUSH
 NN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0305+STABILITY: SURFACE MOTION
 NN0305
 NN0305  HISTORY     - Date     Condition        Report By
 NN0305  HISTORY     - 1949     MONUMENTED       CGS
 NN0305
 NN0305                          STATION DESCRIPTION
 NN0305
 NN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0305'1.1 MI N FROM BRISTOW.
 NN0305'1.1 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0305'BRISTOW, IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 52.0
 NN0305'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 33.0 FEET
 NN0305'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26.0 FEET
 NN0305'SOUTHWEST OF THE CENTER LINE OF A GATE, 15.0 FEET SOUTH OF A
 NN0305'TELEPHONE GUY POLE FOR TELEPHONE POLE NO. 6, 1.2 FEET WEST
 NN0305'OF A FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, SET IN THE TOP
 NN0305'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0926 ***********************************************************************
 NM0926  DESIGNATION -  T 274
 NM0926  PID         -  NM0926
 NM0926  STATE/COUNTY-  NE/DIXON
 NM0926  COUNTRY     -  US
 NM0926  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0926
 NM0926                         *CURRENT SURVEY CONTROL
 NM0926  ______________________________________________________________________
 NM0926* NAD 83(1986) POSITION- 42 33 15.     (N) 096 59 52.     (W)   SCALED
 NM0926* NAVD 88 ORTHO HEIGHT -   460.478 (meters)     1510.75  (feet) ADJUSTED
 NM0926  ______________________________________________________________________
 NM0926  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 NM0926  DYNAMIC HEIGHT  -        460.325 (meters)     1510.25  (feet) COMP
 NM0926  MODELED GRAVITY -    980,275.0   (mgal)                       NAVD 88
 NM0926
 NM0926  VERT ORDER      -  SECOND    CLASS 0
 NM0926
 NM0926.The horizontal coordinates were scaled from a map and have
 NM0926.an estimated accuracy of +/- 6 seconds.
 NM0926
 NM0926.The orthometric height was determined by differential leveling and
 NM0926.adjusted by the NATIONAL GEODETIC SURVEY
 NM0926.in June 1991.
 NM0926
 NM0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0926.GEOID18 height accuracy estimate available here.
 NM0926
 NM0926.Click photographs - Photos may exist for this station.
 NM0926
 NM0926.The dynamic height is computed by dividing the NAVD 88
 NM0926.geopotential number by the normal gravity value computed on the
 NM0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0926.degrees latitude (g = 980.6199 gals.).
 NM0926
 NM0926.The modeled gravity was interpolated from observed gravity values.
 NM0926
 NM0926;                    North         East    Units  Estimated Accuracy
 NM0926;SPC NE       -   306,380.      746,470.      MT  (+/- 180 meters Scaled)
 NM0926
 NM0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN643132(NAD 83)
 NM0926
 NM0926                          SUPERSEDED SURVEY CONTROL
 NM0926
 NM0926  NGVD 29 (??/??/92)  460.280  (m)         1510.10   (f) ADJ UNCH    2 0
 NM0926
 NM0926.Superseded values are not recommended for survey control.
 NM0926
 NM0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0926.See file dsdata.pdf to determine how the superseded data were derived.
 NM0926
 NM0926_MARKER: DB = BENCH MARK DISK
 NM0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0926_STAMPING: T 274 1949
 NM0926_MARK LOGO: CGS
 NM0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0926+STABILITY: SURFACE MOTION
 NM0926
 NM0926  HISTORY     - Date     Condition        Report By
 NM0926  HISTORY     - 1949     MONUMENTED       CGS
 NM0926
 NM0926                          STATION DESCRIPTION
 NM0926
 NM0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0926'9.8 MI N FROM DIXON.
 NM0926'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0926'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0926'STATE HIGHWAY 116, THENCE 6.0 MILES NORTH ALONG A GRADED DIRT
 NM0926'ROAD, AT THE FARM HOME OF PAUL EBMEIER AND OCCUPIED BY L.M.
 NM0926'BERTELOTH, 432 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0926'ROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0926'40.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 NM0926'16.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE, 0.8
 NM0926'FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 NM0926'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0901 ***********************************************************************
 NM0901  DESIGNATION -  T 275
 NM0901  PID         -  NM0901
 NM0901  STATE/COUNTY-  NE/DIXON
 NM0901  COUNTRY     -  US
 NM0901  USGS QUAD   -  MASKELL (2017)
 NM0901
 NM0901                         *CURRENT SURVEY CONTROL
 NM0901  ______________________________________________________________________
 NM0901* NAD 83(1986) POSITION- 42 41 15.     (N) 096 57 21.     (W)   SCALED
 NM0901* NAVD 88 ORTHO HEIGHT -   406.115 (meters)     1332.40  (feet) ADJUSTED
 NM0901  ______________________________________________________________________
 NM0901  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 NM0901  DYNAMIC HEIGHT  -        405.988 (meters)     1331.98  (feet) COMP
 NM0901  MODELED GRAVITY -    980,294.4   (mgal)                       NAVD 88
 NM0901
 NM0901  VERT ORDER      -  SECOND    CLASS 0
 NM0901
 NM0901.The horizontal coordinates were scaled from a map and have
 NM0901.an estimated accuracy of +/- 6 seconds.
 NM0901
 NM0901.The orthometric height was determined by differential leveling and
 NM0901.adjusted by the NATIONAL GEODETIC SURVEY
 NM0901.in June 1991.
 NM0901
 NM0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0901.GEOID18 height accuracy estimate available here.
 NM0901
 NM0901.Click photographs - Photos may exist for this station.
 NM0901
 NM0901.The dynamic height is computed by dividing the NAVD 88
 NM0901.geopotential number by the normal gravity value computed on the
 NM0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0901.degrees latitude (g = 980.6199 gals.).
 NM0901
 NM0901.The modeled gravity was interpolated from observed gravity values.
 NM0901
 NM0901;                    North         East    Units  Estimated Accuracy
 NM0901;SPC NE       -   321,300.      749,400.      MT  (+/- 180 meters Scaled)
 NM0901
 NM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN674281(NAD 83)
 NM0901
 NM0901                          SUPERSEDED SURVEY CONTROL
 NM0901
 NM0901  NGVD 29 (??/??/92)  405.916  (m)         1331.74   (f) ADJ UNCH    2 0
 NM0901
 NM0901.Superseded values are not recommended for survey control.
 NM0901
 NM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0901.See file dsdata.pdf to determine how the superseded data were derived.
 NM0901
 NM0901_MARKER: DB = BENCH MARK DISK
 NM0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0901_STAMPING: T 275 1949
 NM0901_MARK LOGO: CGS
 NM0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0901+STABILITY: SURFACE MOTION
 NM0901
 NM0901  HISTORY     - Date     Condition        Report By
 NM0901  HISTORY     - 1949     MONUMENTED       CGS
 NM0901  HISTORY     - 20010723 GOOD             NGS
 NM0901
 NM0901                          STATION DESCRIPTION
 NM0901
 NM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0901'1.6 MI E FROM MASKELL.
 NM0901'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0901'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0901'ROAD, 109 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0901'77 FEET EAST OF THE BOTTOM OF THE WEST SLOPE OF A HILL, 22 FEET
 NM0901'NORTH OF AN EAST-WEST ROAD, 1.2 FEET SOUTH OF A FENCE, 2.0 FEET
 NM0901'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0901'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0901
 NM0901                          STATION RECOVERY (2001)
 NM0901
 NM0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LZ)
 NM0901'RECORVED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0911 ***********************************************************************
 NM0911  DESIGNATION -  T 276
 NM0911  PID         -  NM0911
 NM0911  STATE/COUNTY-  NE/DIXON
 NM0911  COUNTRY     -  US
 NM0911  USGS QUAD   -  MASKELL (2017)
 NM0911
 NM0911                         *CURRENT SURVEY CONTROL
 NM0911  ______________________________________________________________________
 NM0911* NAD 83(1986) POSITION- 42 43 10.     (N) 096 58 30.     (W)   SCALED
 NM0911* NAVD 88 ORTHO HEIGHT -   352.276 (meters)     1155.76  (feet) ADJUSTED
 NM0911  ______________________________________________________________________
 NM0911  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM0911  DYNAMIC HEIGHT  -        352.166 (meters)     1155.40  (feet) COMP
 NM0911  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 NM0911
 NM0911  VERT ORDER      -  SECOND    CLASS 0
 NM0911
 NM0911.The horizontal coordinates were scaled from a map and have
 NM0911.an estimated accuracy of +/- 6 seconds.
 NM0911
 NM0911.The orthometric height was determined by differential leveling and
 NM0911.adjusted by the NATIONAL GEODETIC SURVEY
 NM0911.in June 1991.
 NM0911
 NM0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0911.GEOID18 height accuracy estimate available here.
 NM0911
 NM0911.Click photographs - Photos may exist for this station.
 NM0911
 NM0911.The dynamic height is computed by dividing the NAVD 88
 NM0911.geopotential number by the normal gravity value computed on the
 NM0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0911.degrees latitude (g = 980.6199 gals.).
 NM0911
 NM0911.The modeled gravity was interpolated from observed gravity values.
 NM0911
 NM0911;                    North         East    Units  Estimated Accuracy
 NM0911;SPC NE       -   324,790.      747,700.      MT  (+/- 180 meters Scaled)
 NM0911
 NM0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN658316(NAD 83)
 NM0911
 NM0911                          SUPERSEDED SURVEY CONTROL
 NM0911
 NM0911  NGVD 29 (??/??/92)  352.073  (m)         1155.09   (f) ADJ UNCH    2 0
 NM0911
 NM0911.Superseded values are not recommended for survey control.
 NM0911
 NM0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0911.See file dsdata.pdf to determine how the superseded data were derived.
 NM0911
 NM0911_MARKER: DB = BENCH MARK DISK
 NM0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0911_STAMPING: T 276 1949
 NM0911_MARK LOGO: CGS
 NM0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0911+STABILITY: SURFACE MOTION
 NM0911
 NM0911  HISTORY     - Date     Condition        Report By
 NM0911  HISTORY     - 1949     MONUMENTED       CGS
 NM0911
 NM0911                          STATION DESCRIPTION
 NM0911
 NM0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0911'2.3 MI N FROM MASKELL.
 NM0911'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0911'SCHOOL AT MASKELL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT
 NM0911'ROAD, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, ON THE SOUTH
 NM0911'BANK OF THE MISSOURI RIVER, 58.0 FEET NORTHWEST OF A WATER TANK
 NM0911'AND AN ARTESION WELL, 12 FEET SOUTH OF THE CENTER LINE OF THE
 NM0911'ROAD, 7.5 FEET NORTHWEST OF A 10-INCH ELM WITH A TRIANGULAR
 NM0911'BLAZE ON THE NORTH SIDE OF THE TREE, 1.5 FEET SOUTH OF A FENCE,
 NM0911'2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0911'6-FOOT CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0141 ***********************************************************************
 LG0141  DESIGNATION -  T 277
 LG0141  PID         -  LG0141
 LG0141  STATE/COUNTY-  NE/CASS
 LG0141  COUNTRY     -  US
 LG0141  USGS QUAD   -  MANLEY (2017)
 LG0141
 LG0141                         *CURRENT SURVEY CONTROL
 LG0141  ______________________________________________________________________
 LG0141* NAD 83(1986) POSITION- 40 56 36.48   (N) 096 08 24.91   (W)   HD_HELD1
 LG0141* NAVD 88 ORTHO HEIGHT -   376.249 (meters)     1234.41  (feet) ADJUSTED
 LG0141  ______________________________________________________________________
 LG0141  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 LG0141  DYNAMIC HEIGHT  -        376.092 (meters)     1233.90  (feet) COMP
 LG0141  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 LG0141
 LG0141  VERT ORDER      -  SECOND    CLASS 0
 LG0141
 LG0141.The horizontal coordinates were determined by differentially corrected
 LG0141.hand held GPS observations or other comparable positioning techniques
 LG0141.and have an estimated accuracy of +/- 3 meters.
 LG0141
 LG0141.The orthometric height was determined by differential leveling and
 LG0141.adjusted by the NATIONAL GEODETIC SURVEY
 LG0141.in June 1991.
 LG0141
 LG0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0141.GEOID18 height accuracy estimate available here.
 LG0141
 LG0141.Click photographs - Photos may exist for this station.
 LG0141
 LG0141.The dynamic height is computed by dividing the NAVD 88
 LG0141.geopotential number by the normal gravity value computed on the
 LG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0141.degrees latitude (g = 980.6199 gals.).
 LG0141
 LG0141.The modeled gravity was interpolated from observed gravity values.
 LG0141
 LG0141;                    North         East    Units  Estimated Accuracy
 LG0141;SPC NE       -   130,506.1     824,814.5     MT  (+/- 3 meters HH1 GPS) 
 LG0141
 LG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4072836420(NAD 83)
 LG0141
 LG0141                          SUPERSEDED SURVEY CONTROL
 LG0141
 LG0141  NGVD 29 (??/??/92)  376.153  (m)         1234.10   (f) ADJ UNCH    2 0
 LG0141
 LG0141.Superseded values are not recommended for survey control.
 LG0141
 LG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0141.See file dsdata.pdf to determine how the superseded data were derived.
 LG0141
 LG0141_MARKER: DB = BENCH MARK DISK
 LG0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0141_STAMPING: T 277 1950
 LG0141_MARK LOGO: CGS
 LG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0141+STABILITY: SURFACE MOTION
 LG0141
 LG0141  HISTORY     - Date     Condition        Report By
 LG0141  HISTORY     - 1950     MONUMENTED       CGS
 LG0141  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0141
 LG0141                          STATION DESCRIPTION
 LG0141
 LG0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0141'5 MI S FROM LOUISVILLE.
 LG0141'5.0 MILES SOUTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 LG0141'AT LOUISVILLE, AT A ROAD INTERSECTION, 110 FEET WEST OF THE CENTER
 LG0141'LINE OF THE HIGHWAY, 74 FEET WEST OF A FENCE CORNER, 29 FEET
 LG0141'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT NORTH
 LG0141'OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LG0141'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS
 LG0141'MARK IS 1.0 MILE NORTH OF BENCH MARK U 277.  NOTE-- A LARGE
 LG0141'CONCRETE POST IS LYING ON THE GROUND AT SITE WHERE BENCH MARK IS
 LG0141'SUPPOSED TO BE, BUT TABLET IS NOT IN IT.  PROBABLY DESTROYED.
 LG0141
 LG0141                          STATION RECOVERY (1964)
 LG0141
 LG0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0513 ***********************************************************************
 NM0513  DESIGNATION -  T 278
 NM0513  PID         -  NM0513
 NM0513  STATE/COUNTY-  NE/THURSTON
 NM0513  COUNTRY     -  US
 NM0513  USGS QUAD   -  MACY (2017)
 NM0513
 NM0513                         *CURRENT SURVEY CONTROL
 NM0513  ______________________________________________________________________
 NM0513* NAD 83(1986) POSITION- 42 05 23.     (N) 096 18 24.     (W)   SCALED
 NM0513* NAVD 88 ORTHO HEIGHT -   365.813 (meters)     1200.17  (feet) ADJUSTED
 NM0513  ______________________________________________________________________
 NM0513  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 NM0513  DYNAMIC HEIGHT  -        365.686 (meters)     1199.75  (feet) COMP
 NM0513  MODELED GRAVITY -    980,263.8   (mgal)                       NAVD 88
 NM0513
 NM0513  VERT ORDER      -  SECOND    CLASS 0
 NM0513
 NM0513.The horizontal coordinates were scaled from a map and have
 NM0513.an estimated accuracy of +/- 6 seconds.
 NM0513
 NM0513.The orthometric height was determined by differential leveling and
 NM0513.adjusted by the NATIONAL GEODETIC SURVEY
 NM0513.in June 1991.
 NM0513
 NM0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0513.GEOID18 height accuracy estimate available here.
 NM0513
 NM0513.Click photographs - Photos may exist for this station.
 NM0513
 NM0513.The dynamic height is computed by dividing the NAVD 88
 NM0513.geopotential number by the normal gravity value computed on the
 NM0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0513.degrees latitude (g = 980.6199 gals.).
 NM0513
 NM0513.The modeled gravity was interpolated from observed gravity values.
 NM0513
 NM0513;                    North         East    Units  Estimated Accuracy
 NM0513;SPC NE       -   257,050.      805,380.      MT  (+/- 180 meters Scaled)
 NM0513
 NM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM227632(NAD 83)
 NM0513
 NM0513                          SUPERSEDED SURVEY CONTROL
 NM0513
 NM0513  NGVD 29 (??/??/92)  365.666  (m)         1199.69   (f) ADJ UNCH    2 0
 NM0513
 NM0513.Superseded values are not recommended for survey control.
 NM0513
 NM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0513.See file dsdata.pdf to determine how the superseded data were derived.
 NM0513
 NM0513_MARKER: DB = BENCH MARK DISK
 NM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0513_STAMPING: T 278 1949
 NM0513_MARK LOGO: CGS
 NM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0513+STABILITY: SURFACE MOTION
 NM0513
 NM0513  HISTORY     - Date     Condition        Report By
 NM0513  HISTORY     - 1949     MONUMENTED       CGS
 NM0513
 NM0513                          STATION DESCRIPTION
 NM0513
 NM0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0513'5.1 MI SE FROM MACY.
 NM0513'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0513'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0513'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 73 E, THENCE 0.5 MILE
 NM0513'EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A
 NM0513'GRADED DIRT ROAD, 0.1 MILE EAST OF A NORTH-SOUTH ROAD, 19 FEET
 NM0513'SOUTH OF THE CENTER LINE OF A T ROAD LEADING EAST, 29.0 FEET
 NM0513'WEST OF THE CENTER OF A WOODEN GATE, 1.4 FEET SOUTH OF THE
 NM0513'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND
 NM0513'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 NM0513'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0601 ***********************************************************************
 LH0601  DESIGNATION -  T 279
 LH0601  PID         -  LH0601
 LH0601  STATE/COUNTY-  NE/KEARNEY
 LH0601  COUNTRY     -  US
 LH0601  USGS QUAD   -  KEARNEY (2017)
 LH0601
 LH0601                         *CURRENT SURVEY CONTROL
 LH0601  ______________________________________________________________________
 LH0601* NAD 83(1986) POSITION- 40 38 26.     (N) 099 02 47.     (W)   SCALED
 LH0601* NAVD 88 ORTHO HEIGHT -   649.909 (meters)     2132.24  (feet) ADJUSTED
 LH0601  ______________________________________________________________________
 LH0601  GEOID HEIGHT    -        -24.634 (meters)                     GEOID18
 LH0601  DYNAMIC HEIGHT  -        649.536 (meters)     2131.02  (feet) COMP
 LH0601  MODELED GRAVITY -    980,029.5   (mgal)                       NAVD 88
 LH0601
 LH0601  VERT ORDER      -  SECOND    CLASS 0
 LH0601
 LH0601.The horizontal coordinates were scaled from a map and have
 LH0601.an estimated accuracy of +/- 6 seconds.
 LH0601
 LH0601.The orthometric height was determined by differential leveling and
 LH0601.adjusted by the NATIONAL GEODETIC SURVEY
 LH0601.in June 1991.
 LH0601
 LH0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0601.GEOID18 height accuracy estimate available here.
 LH0601
 LH0601.Click photographs - Photos may exist for this station.
 LH0601
 LH0601.The dynamic height is computed by dividing the NAVD 88
 LH0601.geopotential number by the normal gravity value computed on the
 LH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0601.degrees latitude (g = 980.6199 gals.).
 LH0601
 LH0601.The modeled gravity was interpolated from observed gravity values.
 LH0601
 LH0601;                    North         East    Units  Estimated Accuracy
 LH0601;SPC NE       -    90,070.      580,650.      MT  (+/- 180 meters Scaled)
 LH0601
 LH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK960988(NAD 83)
 LH0601
 LH0601                          SUPERSEDED SURVEY CONTROL
 LH0601
 LH0601  NGVD 29 (??/??/92)  649.648  (m)         2131.39   (f) ADJ UNCH    2 0
 LH0601
 LH0601.Superseded values are not recommended for survey control.
 LH0601
 LH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0601.See file dsdata.pdf to determine how the superseded data were derived.
 LH0601
 LH0601_MARKER: DB = BENCH MARK DISK
 LH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0601_STAMPING: T 279 1949
 LH0601_MARK LOGO: CGS
 LH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0601+STABILITY: SURFACE MOTION
 LH0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0601+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0601
 LH0601  HISTORY     - Date     Condition        Report By
 LH0601  HISTORY     - 1949     MONUMENTED       CGS
 LH0601  HISTORY     - 20060512 GOOD             NEDR
 LH0601  HISTORY     - 20100628 GOOD             JEOCON
 LH0601
 LH0601                          STATION DESCRIPTION
 LH0601
 LH0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0601'5.4 MI SE FROM KEARNEY.
 LH0601'3.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 LH0601'KEARNEY, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 10, AT THE
 LH0601'FARM HOME OF LEO NICKEL, 141 FEET SOUTH OF THE CENTER LINE OF THE
 LH0601'HIGHWAY, 148 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 LH0601'112.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 1.7
 LH0601'FEET EAST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, AND
 LH0601'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0601'ABOVE THE GROUND.
 LH0601
 LH0601                          STATION RECOVERY (2006)
 LH0601
 LH0601'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0601'CONCRETE BROKEN OFF ON EAST AND WEST SIDE BUT MONUMENT STILL IS
 LH0601'SOLID.THE DISTANCE FROM THE HOUSE OF 112.0 FEET HAS CHANGED TO 92.O
 LH0601'FEET BECAUSE THE HOUSE WAS ADDED ON TOO.EAST 235 FEET TO CENTER LINE
 LH0601'OF COUNTY ROAD 27.
 LH0601
 LH0601                          STATION RECOVERY (2010)
 LH0601
 LH0601'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (HH)
 LH0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0145 ***********************************************************************
 MM0145  DESIGNATION -  T 28
 MM0145  PID         -  MM0145
 MM0145  STATE/COUNTY-  NE/LINCOLN
 MM0145  COUNTRY     -  US
 MM0145  USGS QUAD   -  LAKE MALONEY (2017)
 MM0145
 MM0145                         *CURRENT SURVEY CONTROL
 MM0145  ______________________________________________________________________
 MM0145* NAD 83(1986) POSITION- 41 06 49.     (N) 100 45 54.     (W)   SCALED
 MM0145* NAVD 88 ORTHO HEIGHT -   854.137 (meters)     2802.28  (feet) ADJUSTED
 MM0145  ______________________________________________________________________
 MM0145  GEOID HEIGHT    -        -22.225 (meters)                     GEOID18
 MM0145  DYNAMIC HEIGHT  -        853.636 (meters)     2800.64  (feet) COMP
 MM0145  MODELED GRAVITY -    980,007.8   (mgal)                       NAVD 88
 MM0145
 MM0145  VERT ORDER      -  SECOND    CLASS 0
 MM0145
 MM0145.The horizontal coordinates were scaled from a map and have
 MM0145.an estimated accuracy of +/- 6 seconds.
 MM0145
 MM0145.The orthometric height was determined by differential leveling and
 MM0145.adjusted by the NATIONAL GEODETIC SURVEY
 MM0145.in June 1994.
 MM0145
 MM0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0145.GEOID18 height accuracy estimate available here.
 MM0145
 MM0145.Click photographs - Photos may exist for this station.
 MM0145
 MM0145.The dynamic height is computed by dividing the NAVD 88
 MM0145.geopotential number by the normal gravity value computed on the
 MM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0145.degrees latitude (g = 980.6199 gals.).
 MM0145
 MM0145.The modeled gravity was interpolated from observed gravity values.
 MM0145
 MM0145;                    North         East    Units  Estimated Accuracy
 MM0145;SPC NE       -   142,430.      435,770.      MT  (+/- 180 meters Scaled)
 MM0145
 MM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL518528(NAD 83)
 MM0145
 MM0145                          SUPERSEDED SURVEY CONTROL
 MM0145
 MM0145  NAVD 88 (06/15/91)  854.129  (m)         2802.25   (f) SUPERSEDED  2 0
 MM0145  NGVD 29 (??/??/92)  853.783  (m)         2801.12   (f) ADJ UNCH    2 0
 MM0145
 MM0145.Superseded values are not recommended for survey control.
 MM0145
 MM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0145.See file dsdata.pdf to determine how the superseded data were derived.
 MM0145
 MM0145_MARKER: DB = BENCH MARK DISK
 MM0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0145_STAMPING: T 28 1934
 MM0145_MARK LOGO: CGS
 MM0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0145+STABILITY: SURFACE MOTION
 MM0145
 MM0145  HISTORY     - Date     Condition        Report By
 MM0145  HISTORY     - 1934     MONUMENTED       CGS
 MM0145  HISTORY     - 1972     MARK NOT FOUND   NEDR
 MM0145  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0145
 MM0145                          STATION DESCRIPTION
 MM0145
 MM0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0145'2 MI S FROM NORTH PLATTE.
 MM0145'2.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0145'COUNTY, 0.3 MILE SOUTH OF THE SOUTH END OF THE BRIDGE OVER SOUTH
 MM0145'PLATTE RIVER, 50 FEET NORTH OF A PRIVATE ROAD LEAIDNG EAST, AND
 MM0145'43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MM0145'STAMPED T 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0145
 MM0145                          STATION RECOVERY (1972)
 MM0145
 MM0145'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1972
 MM0145'MARK NOT FOUND.
 MM0145
 MM0145                          STATION RECOVERY (1986)
 MM0145
 MM0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0145'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0277 ***********************************************************************
 NO0277  DESIGNATION -  T 28
 NO0277  PID         -  NO0277
 NO0277  STATE/COUNTY-  NE/CHERRY
 NO0277  COUNTRY     -  US
 NO0277  USGS QUAD   -  CARRICO LAKES (2017)
 NO0277
 NO0277                         *CURRENT SURVEY CONTROL
 NO0277  ______________________________________________________________________
 NO0277* NAD 83(1986) POSITION- 42 17 59.13   (N) 101 44 12.01   (W)   HD_HELD1
 NO0277* NAVD 88 ORTHO HEIGHT -  1133.011 (meters)     3717.22  (feet) ADJUSTED
 NO0277  ______________________________________________________________________
 NO0277  GEOID HEIGHT    -        -19.038 (meters)                     GEOID18
 NO0277  DYNAMIC HEIGHT  -       1132.421 (meters)     3715.28  (feet) COMP
 NO0277  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 NO0277
 NO0277  VERT ORDER      -  SECOND    CLASS 0
 NO0277
 NO0277.The horizontal coordinates were determined by differentially corrected
 NO0277.hand held GPS observations or other comparable positioning techniques
 NO0277.and have an estimated accuracy of +/- 3 meters.
 NO0277
 NO0277.The orthometric height was determined by differential leveling and
 NO0277.adjusted by the NATIONAL GEODETIC SURVEY
 NO0277.in June 1991.
 NO0277
 NO0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0277.GEOID18 height accuracy estimate available here.
 NO0277
 NO0277.Click photographs - Photos may exist for this station.
 NO0277
 NO0277.The dynamic height is computed by dividing the NAVD 88
 NO0277.geopotential number by the normal gravity value computed on the
 NO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0277.degrees latitude (g = 980.6199 gals.).
 NO0277
 NO0277.The modeled gravity was interpolated from observed gravity values.
 NO0277
 NO0277;                    North         East    Units  Estimated Accuracy
 NO0277;SPC NE       -   275,282.7     356,837.6     MT  (+/- 3 meters HH1 GPS) 
 NO0277
 NO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7441486686(NAD 83)
 NO0277
 NO0277                          SUPERSEDED SURVEY CONTROL
 NO0277
 NO0277  NGVD 29 (??/??/92) 1132.553  (m)         3715.72   (f) ADJ UNCH    2 0
 NO0277
 NO0277.Superseded values are not recommended for survey control.
 NO0277
 NO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0277.See file dsdata.pdf to determine how the superseded data were derived.
 NO0277
 NO0277_MARKER: DB = BENCH MARK DISK
 NO0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0277_STAMPING: T 28 1934
 NO0277_MARK LOGO: CGS
 NO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0277+STABILITY: SURFACE MOTION
 NO0277
 NO0277  HISTORY     - Date     Condition        Report By
 NO0277  HISTORY     - 1934     MONUMENTED       CGS
 NO0277  HISTORY     - 1948     GOOD             CGS
 NO0277  HISTORY     - 19850906 MARK NOT FOUND   USPSQD
 NO0277
 NO0277                          STATION DESCRIPTION
 NO0277
 NO0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0277'24.7 MI N FROM HYANNIS.
 NO0277'IN CHERRY COUNTY, 24.7 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0277'HYANNIS, GRANT COUNTY, 0.2 MILE EAST OF A FENCE CORNER, AND AT
 NO0277'THE CORNER OF A NORTH-AND-SOUTH AND AN EAST-AND-WEST FENCE.  A
 NO0277'STANDARD DISK, STAMPED T 28 1934 AND SET IN THE TOP OF A CONCRETE
 NO0277'POST.  20.7 MILES (AIR LINE) NORTH OF HYANNIS 3 MILES (AIR LINE)
 NO0277'SOUTHWEST OF H. HOYT RANCH HOUSE, 0.9 MILES EAST OF CHURCH LAKE,
 NO0277'0.1 MILE SOUTHEAST OF QUARTER CORNER BETWEEN SECS. 22 AND 27,
 NO0277'T. 27 N., R. 38 W., 850 FEET EAST-SOUTHEAST OF WINDMILL, 200 FEET
 NO0277'NORTH OF GATE IN EAST-WEST FENCE, 13 FEET SOUTH OF ROAD.
 NO0277
 NO0277                          STATION RECOVERY (1985)
 NO0277
 NO0277'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0824 ***********************************************************************
 MK0824  DESIGNATION -  T 280
 MK0824  PID         -  MK0824
 MK0824  STATE/COUNTY-  NE/SARPY
 MK0824  COUNTRY     -  US
 MK0824  USGS QUAD   -  CEDAR CREEK (2017)
 MK0824
 MK0824                         *CURRENT SURVEY CONTROL
 MK0824  ______________________________________________________________________
 MK0824* NAD 83(1986) POSITION- 41 04 02.     (N) 096 05 07.     (W)   SCALED
 MK0824* NAVD 88 ORTHO HEIGHT -   307.958 (meters)     1010.36  (feet) ADJUSTED
 MK0824  ______________________________________________________________________
 MK0824  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 MK0824  DYNAMIC HEIGHT  -        307.835 (meters)     1009.96  (feet) COMP
 MK0824  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 MK0824
 MK0824  VERT ORDER      -  SECOND    CLASS 0
 MK0824
 MK0824.The horizontal coordinates were scaled from a map and have
 MK0824.an estimated accuracy of +/- 6 seconds.
 MK0824
 MK0824.The orthometric height was determined by differential leveling and
 MK0824.adjusted by the NATIONAL GEODETIC SURVEY
 MK0824.in June 1991.
 MK0824
 MK0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0824.GEOID18 height accuracy estimate available here.
 MK0824
 MK0824.Click photographs - Photos may exist for this station.
 MK0824
 MK0824.The dynamic height is computed by dividing the NAVD 88
 MK0824.geopotential number by the normal gravity value computed on the
 MK0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0824.degrees latitude (g = 980.6199 gals.).
 MK0824
 MK0824.The modeled gravity was interpolated from observed gravity values.
 MK0824
 MK0824;                    North         East    Units  Estimated Accuracy
 MK0824;SPC NE       -   144,440.      828,820.      MT  (+/- 180 meters Scaled)
 MK0824
 MK0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL448503(NAD 83)
 MK0824
 MK0824                          SUPERSEDED SURVEY CONTROL
 MK0824
 MK0824  NGVD 29 (??/??/92)  307.861  (m)         1010.04   (f) ADJ UNCH    2 0
 MK0824
 MK0824.Superseded values are not recommended for survey control.
 MK0824
 MK0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0824.See file dsdata.pdf to determine how the superseded data were derived.
 MK0824
 MK0824_MARKER: DB = BENCH MARK DISK
 MK0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0824_STAMPING: T 280 1950
 MK0824_MARK LOGO: CGS
 MK0824_PROJECTION: PROJECTING 12 CENTIMETERS
 MK0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0824+STABILITY: SURFACE MOTION
 MK0824
 MK0824  HISTORY     - Date     Condition        Report By
 MK0824  HISTORY     - 1950     MONUMENTED       CGS
 MK0824  HISTORY     - 20100803 MARK NOT FOUND   USACE
 MK0824
 MK0824                          STATION DESCRIPTION
 MK0824
 MK0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0824'3.3 MI S FROM RICHFIELD.
 MK0824'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0824'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0824'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG
 MK0824'A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD, AT A
 MK0824'T ROAD JUNCTION, 114 FEET EAST OF THE CENTER LINE OF THE NORTH
 MK0824'AND SOUTH ROAD, 77 FEET EAST OF THE NORTHEAST CORNER OF A WOODEN
 MK0824'BRIDGE, 33 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST,
 MK0824'0.6 FOOT NORTH OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS POST,
 MK0824'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0824'THE GROUND.
 MK0824
 MK0824                          STATION RECOVERY (2010)
 MK0824
 MK0824'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (DDS)
 MK0824'MARK NOT FOUND. I BELIEVE THAT THE POINT HAS BEEN DESTROYED. THE
 MK0824'DESCRIPTION LEADS TO A CULTIVATED FIELD NEAR A NEWLY SET POWER POLE.
 MK0824'NO EVIDENCE OF MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0416 ***********************************************************************
 ML0416  DESIGNATION -  T 281
 ML0416  PID         -  ML0416
 ML0416  STATE/COUNTY-  NE/HOWARD
 ML0416  COUNTRY     -  US
 ML0416  USGS QUAD   -  FARWELL (2017)
 ML0416
 ML0416                         *CURRENT SURVEY CONTROL
 ML0416  ______________________________________________________________________
 ML0416* NAD 83(1986) POSITION- 41 09 45.     (N) 098 38 10.     (W)   SCALED
 ML0416* NAVD 88 ORTHO HEIGHT -   592.944 (meters)     1945.35  (feet) ADJUSTED
 ML0416  ______________________________________________________________________
 ML0416  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 ML0416  DYNAMIC HEIGHT  -        592.643 (meters)     1944.36  (feet) COMP
 ML0416  MODELED GRAVITY -    980,097.8   (mgal)                       NAVD 88
 ML0416
 ML0416  VERT ORDER      -  SECOND    CLASS 0
 ML0416
 ML0416.The horizontal coordinates were scaled from a map and have
 ML0416.an estimated accuracy of +/- 6 seconds.
 ML0416
 ML0416.The orthometric height was determined by differential leveling and
 ML0416.adjusted by the NATIONAL GEODETIC SURVEY
 ML0416.in June 1991.
 ML0416
 ML0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0416.GEOID18 height accuracy estimate available here.
 ML0416
 ML0416.Click photographs - Photos may exist for this station.
 ML0416
 ML0416.The dynamic height is computed by dividing the NAVD 88
 ML0416.geopotential number by the normal gravity value computed on the
 ML0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0416.degrees latitude (g = 980.6199 gals.).
 ML0416
 ML0416.The modeled gravity was interpolated from observed gravity values.
 ML0416
 ML0416;                    North         East    Units  Estimated Accuracy
 ML0416;SPC NE       -   148,470.      614,430.      MT  (+/- 180 meters Scaled)
 ML0416
 ML0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL305568(NAD 83)
 ML0416
 ML0416                          SUPERSEDED SURVEY CONTROL
 ML0416
 ML0416  NGVD 29 (??/??/92)  592.700  (m)         1944.55   (f) ADJ UNCH    2 0
 ML0416
 ML0416.Superseded values are not recommended for survey control.
 ML0416
 ML0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0416.See file dsdata.pdf to determine how the superseded data were derived.
 ML0416
 ML0416_MARKER: DB = BENCH MARK DISK
 ML0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0416_STAMPING: T 281 1949
 ML0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0416+STABILITY: SURFACE MOTION
 ML0416
 ML0416  HISTORY     - Date     Condition        Report By
 ML0416  HISTORY     - 1949     MONUMENTED       CGS
 ML0416
 ML0416                          STATION DESCRIPTION
 ML0416
 ML0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0416'3.1 MI N FROM NYSTED.
 ML0416'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0416'AT NYSTED, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, 0.1
 ML0416'MILE WEST OF THE NORTHEAST CORNER OF SECTION 25, T. 14 N.,
 ML0416'R. 12 W., ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 ML0416'EAST AND NORTHWEST, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ML0416'ROAD, 23 FEET EAST OF THE CENTER LINE OF A GATE IN THE EAST-WEST
 ML0416'FENCE, 1 FOOT NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE
 ML0416'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0416'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0284 ***********************************************************************
 ML0284  DESIGNATION -  T 282
 ML0284  PID         -  ML0284
 ML0284  STATE/COUNTY-  NE/HOWARD
 ML0284  COUNTRY     -  US
 ML0284  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0284
 ML0284                         *CURRENT SURVEY CONTROL
 ML0284  ______________________________________________________________________
 ML0284* NAD 83(1986) POSITION- 41 02 47.29   (N) 098 27 18.07   (W)   HD_HELD1
 ML0284* NAVD 88 ORTHO HEIGHT -   583.198 (meters)     1913.38  (feet) ADJUSTED
 ML0284  ______________________________________________________________________
 ML0284  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 ML0284  DYNAMIC HEIGHT  -        582.897 (meters)     1912.39  (feet) COMP
 ML0284  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 ML0284
 ML0284  VERT ORDER      -  SECOND    CLASS 0
 ML0284
 ML0284.The horizontal coordinates were determined by differentially corrected
 ML0284.hand held GPS observations or other comparable positioning techniques
 ML0284.and have an estimated accuracy of +/- 3 meters.
 ML0284
 ML0284.The orthometric height was determined by differential leveling and
 ML0284.adjusted by the NATIONAL GEODETIC SURVEY
 ML0284.in June 1991.
 ML0284
 ML0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0284.GEOID18 height accuracy estimate available here.
 ML0284
 ML0284.Click photographs - Photos may exist for this station.
 ML0284
 ML0284.The dynamic height is computed by dividing the NAVD 88
 ML0284.geopotential number by the normal gravity value computed on the
 ML0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0284.degrees latitude (g = 980.6199 gals.).
 ML0284
 ML0284.The modeled gravity was interpolated from observed gravity values.
 ML0284
 ML0284;                    North         East    Units  Estimated Accuracy
 ML0284;SPC NE       -   135,850.2     629,848.8     MT  (+/- 3 meters HH1 GPS) 
 ML0284
 ML0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4580144058(NAD 83)
 ML0284
 ML0284                          SUPERSEDED SURVEY CONTROL
 ML0284
 ML0284  NGVD 29 (??/??/92)  582.952  (m)         1912.57   (f) ADJ UNCH    2 0
 ML0284
 ML0284.Superseded values are not recommended for survey control.
 ML0284
 ML0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0284.See file dsdata.pdf to determine how the superseded data were derived.
 ML0284
 ML0284_MARKER: DB = BENCH MARK DISK
 ML0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0284_STAMPING: T 282 1949
 ML0284_MARK LOGO: CGS
 ML0284_PROJECTION: PROJECTING 20 CENTIMETERS
 ML0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0284+STABILITY: SURFACE MOTION
 ML0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0284+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 ML0284
 ML0284  HISTORY     - Date     Condition        Report By
 ML0284  HISTORY     - 1949     MONUMENTED       CGS
 ML0284  HISTORY     - 20200611 GOOD             NE-109
 ML0284
 ML0284                          STATION DESCRIPTION
 ML0284
 ML0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0284'9.2 MI SE FROM DANNEBROG.
 ML0284'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0284'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0284'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD,
 ML0284'THENCE 0.3 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0 MILES EAST
 ML0284'ALONG A SECTION LINE ROAD, 0.3 MILE EAST OF THE SOUTHWEST CORNER
 ML0284'OF SECTION 34, T. 13 N., R. 10 W., AT A T-JUNCTION OF SECTION
 ML0284'LINE ROADS, ABOUT ON THE PROJECTED CENTER LINE OF THE ROAD
 ML0284'LEADING SOUTH, 69.4 FEET NORTHWEST OF A CORNER FENCE POST ON
 ML0284'THE SOUTH SIDE OF THE EAST-WEST ROAD AND THE EAST SIDE OF THE
 ML0284'ROAD LEADING SOUTH, 62.3 FEET NORTHEAST OF A CORNER FENCE POST
 ML0284'ON THE SOUTH SIDE OF THE EAST-WEST ROAD AND THE WEST SIDE OF THE
 ML0284'ROAD LEADING SOUTH, 27 FEET NORTH OF THE CENTER LINE OF THE
 ML0284'EAST-WEST ROAD, 0.9 FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A
 ML0284'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0284'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0284'BENCH MARK IS LOCATED 1.0 MILE NORTH OF BENCH MARK X 283.
 ML0284
 ML0284                          STATION RECOVERY (2020)
 ML0284
 ML0284'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2020 (SP)
 ML0284'THE MARK IS 2.0 MI (3.2 KM) WEST OF THE INTERSECTION OF LOUP RIVER
 ML0284'ROAD AND ENGLEMAN ROAD, 20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF A
 ML0284'DIRT ROAD, 59.0 FT (18.0 M) NORTH OF A FENCE LINE AND 1.0 FT (0.3 M)
 ML0284'SOUTH OF A U-POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0406 ***********************************************************************
 ML0406  DESIGNATION -  T 283
 ML0406  PID         -  ML0406
 ML0406  STATE/COUNTY-  NE/SHERMAN
 ML0406  COUNTRY     -  US
 ML0406  USGS QUAD   -  ASHTON (2017)
 ML0406
 ML0406                         *CURRENT SURVEY CONTROL
 ML0406  ______________________________________________________________________
 ML0406* NAD 83(1986) POSITION- 41 09 46.     (N) 098 47 12.     (W)   SCALED
 ML0406* NAVD 88 ORTHO HEIGHT -   647.268 (meters)     2123.58  (feet) ADJUSTED
 ML0406  ______________________________________________________________________
 ML0406  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 ML0406  DYNAMIC HEIGHT  -        646.937 (meters)     2122.49  (feet) COMP
 ML0406  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 ML0406
 ML0406  VERT ORDER      -  SECOND    CLASS 0
 ML0406
 ML0406.The horizontal coordinates were scaled from a map and have
 ML0406.an estimated accuracy of +/- 6 seconds.
 ML0406
 ML0406.The orthometric height was determined by differential leveling and
 ML0406.adjusted by the NATIONAL GEODETIC SURVEY
 ML0406.in June 1991.
 ML0406
 ML0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0406.GEOID18 height accuracy estimate available here.
 ML0406
 ML0406.Click photographs - Photos may exist for this station.
 ML0406
 ML0406.The dynamic height is computed by dividing the NAVD 88
 ML0406.geopotential number by the normal gravity value computed on the
 ML0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0406.degrees latitude (g = 980.6199 gals.).
 ML0406
 ML0406.The modeled gravity was interpolated from observed gravity values.
 ML0406
 ML0406;                    North         East    Units  Estimated Accuracy
 ML0406;SPC NE       -   148,320.      601,800.      MT  (+/- 180 meters Scaled)
 ML0406
 ML0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL178568(NAD 83)
 ML0406
 ML0406                          SUPERSEDED SURVEY CONTROL
 ML0406
 ML0406  NGVD 29 (??/??/92)  647.025  (m)         2122.78   (f) ADJ UNCH    2 0
 ML0406
 ML0406.Superseded values are not recommended for survey control.
 ML0406
 ML0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0406.See file dsdata.pdf to determine how the superseded data were derived.
 ML0406
 ML0406_MARKER: DB = BENCH MARK DISK
 ML0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0406_STAMPING: T 283 1949
 ML0406_MARK LOGO: CGS
 ML0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0406+STABILITY: SURFACE MOTION
 ML0406
 ML0406  HISTORY     - Date     Condition        Report By
 ML0406  HISTORY     - 1949     MONUMENTED       CGS
 ML0406
 ML0406                          STATION DESCRIPTION
 ML0406
 ML0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0406'6.3 MI S FROM ASHTON.
 ML0406'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0406'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 5.0
 ML0406'MILES SOUTH ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF
 ML0406'SECTION 22, T. 14 N., R. 13 W., IN THE NORTHWEST QUARTER
 ML0406'OF A PUBLIC ROAD CROSSING, 55 FEET NORTH OF THE CENTER LINE
 ML0406'OF THE EAST-WEST ROAD, 37 FEET WEST OF THE CENTER LINE OF THE
 ML0406'NORTH-SOUTH ROAD, 23 FEET NORTH OF A CORNER FENCE POST, 1 FOOT
 ML0406'WEST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET
 ML0406'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0406'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0339 ***********************************************************************
 ML0339  DESIGNATION -  T 284
 ML0339  PID         -  ML0339
 ML0339  STATE/COUNTY-  NE/BUFFALO
 ML0339  COUNTRY     -  US
 ML0339  USGS QUAD   -  BOELUS (2017)
 ML0339
 ML0339                         *CURRENT SURVEY CONTROL
 ML0339  ______________________________________________________________________
 ML0339* NAD 83(1986) POSITION- 41 00 58.     (N) 098 44 51.     (W)   SCALED
 ML0339* NAVD 88 ORTHO HEIGHT -   600.118 (meters)     1968.89  (feet) ADJUSTED
 ML0339  ______________________________________________________________________
 ML0339  GEOID HEIGHT    -        -24.424 (meters)                     GEOID18
 ML0339  DYNAMIC HEIGHT  -        599.801 (meters)     1967.85  (feet) COMP
 ML0339  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 ML0339
 ML0339  VERT ORDER      -  FIRST     CLASS II
 ML0339
 ML0339.The horizontal coordinates were scaled from a map and have
 ML0339.an estimated accuracy of +/- 6 seconds.
 ML0339
 ML0339.The orthometric height was determined by differential leveling and
 ML0339.adjusted by the NATIONAL GEODETIC SURVEY
 ML0339.in June 1991.
 ML0339
 ML0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0339.GEOID18 height accuracy estimate available here.
 ML0339
 ML0339.Click photographs - Photos may exist for this station.
 ML0339
 ML0339.The dynamic height is computed by dividing the NAVD 88
 ML0339.geopotential number by the normal gravity value computed on the
 ML0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0339.degrees latitude (g = 980.6199 gals.).
 ML0339
 ML0339.The modeled gravity was interpolated from observed gravity values.
 ML0339
 ML0339;                    North         East    Units  Estimated Accuracy
 ML0339;SPC NE       -   132,080.      605,320.      MT  (+/- 180 meters Scaled)
 ML0339
 ML0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL212405(NAD 83)
 ML0339
 ML0339                          SUPERSEDED SURVEY CONTROL
 ML0339
 ML0339  NGVD 29 (??/??/92)  599.873  (m)         1968.08   (f) ADJ UNCH    1 2
 ML0339
 ML0339.Superseded values are not recommended for survey control.
 ML0339
 ML0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0339.See file dsdata.pdf to determine how the superseded data were derived.
 ML0339
 ML0339_MARKER: DB = BENCH MARK DISK
 ML0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0339_STAMPING: T 284 1949
 ML0339_MARK LOGO: CGS
 ML0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0339+STABILITY: SURFACE MOTION
 ML0339
 ML0339  HISTORY     - Date     Condition        Report By
 ML0339  HISTORY     - 1949     MONUMENTED       CGS
 ML0339
 ML0339                          STATION DESCRIPTION
 ML0339
 ML0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0339'0.5 MI S FROM ST MICHAEL.
 ML0339'0.5 MILE SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT ST.
 ML0339'MICHAEL, JUST NORTH OF A CURVE WITH TANGENTS LEADING NORTH AND
 ML0339'SOUTHWEST, AT A T-JUNCTION OF THE MAIN ROAD AND A PRIVATE ROAD
 ML0339'LEADING EAST, 49 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER
 ML0339'LINES OF THE ROADS, 34 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0339'ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A GATE, 1.4 FEET EAST
 ML0339'OF A FENCE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 ML0339'A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0339'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0397 ***********************************************************************
 ML0397  DESIGNATION -  T 285
 ML0397  PID         -  ML0397
 ML0397  STATE/COUNTY-  NE/SHERMAN
 ML0397  COUNTRY     -  US
 ML0397  USGS QUAD   -  RAVENNA NW (2017)
 ML0397
 ML0397                         *CURRENT SURVEY CONTROL
 ML0397  ______________________________________________________________________
 ML0397* NAD 83(1986) POSITION- 41 11 30.     (N) 098 52 51.     (W)   SCALED
 ML0397* NAVD 88 ORTHO HEIGHT -   628.317 (meters)     2061.40  (feet) ADJUSTED
 ML0397  ______________________________________________________________________
 ML0397  GEOID HEIGHT    -        -24.088 (meters)                     GEOID18
 ML0397  DYNAMIC HEIGHT  -        627.997 (meters)     2060.35  (feet) COMP
 ML0397  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 ML0397
 ML0397  VERT ORDER      -  SECOND    CLASS 0
 ML0397
 ML0397.The horizontal coordinates were scaled from a map and have
 ML0397.an estimated accuracy of +/- 6 seconds.
 ML0397
 ML0397.The orthometric height was determined by differential leveling and
 ML0397.adjusted by the NATIONAL GEODETIC SURVEY
 ML0397.in June 1991.
 ML0397
 ML0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0397.GEOID18 height accuracy estimate available here.
 ML0397
 ML0397.Click photographs - Photos may exist for this station.
 ML0397
 ML0397.The dynamic height is computed by dividing the NAVD 88
 ML0397.geopotential number by the normal gravity value computed on the
 ML0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0397.degrees latitude (g = 980.6199 gals.).
 ML0397
 ML0397.The modeled gravity was interpolated from observed gravity values.
 ML0397
 ML0397;                    North         East    Units  Estimated Accuracy
 ML0397;SPC NE       -   151,420.      593,860.      MT  (+/- 180 meters Scaled)
 ML0397
 ML0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL099600(NAD 83)
 ML0397
 ML0397                          SUPERSEDED SURVEY CONTROL
 ML0397
 ML0397  NGVD 29 (??/??/92)  628.075  (m)         2060.61   (f) ADJ UNCH    2 0
 ML0397
 ML0397.Superseded values are not recommended for survey control.
 ML0397
 ML0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0397.See file dsdata.pdf to determine how the superseded data were derived.
 ML0397
 ML0397_MARKER: DB = BENCH MARK DISK
 ML0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0397_STAMPING: T 285 1949
 ML0397_MARK LOGO: CGS
 ML0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0397+STABILITY: SURFACE MOTION
 ML0397
 ML0397  HISTORY     - Date     Condition        Report By
 ML0397  HISTORY     - 1949     MONUMENTED       CGS
 ML0397
 ML0397                          STATION DESCRIPTION
 ML0397
 ML0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0397'7.4 MI NW FROM ROCKVILLE.
 ML0397'6.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0397'CROSSING OF THE UNION PACIFIC RAILROAD AND STATE HIGHWAY NO. 68
 ML0397'AT ROCKVILLE, THENCE 1.1 MILES EAST ALONG A COUNTY ROAD, AT
 ML0397'THE NORTHWEST CORNER OF SECTION 13, T. 14 N., R. 14 W., IN THE
 ML0397'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 110 FEET SOUTH
 ML0397'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER RUSH CREEK, 51
 ML0397'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 35 FEET
 ML0397'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.4 FEET
 ML0397'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0397'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0397'NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK
 ML0397'S 285.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0433 ***********************************************************************
 LH0433  DESIGNATION -  T 286
 LH0433  PID         -  LH0433
 LH0433  STATE/COUNTY-  NE/HALL
 LH0433  COUNTRY     -  US
 LH0433  USGS QUAD   -  PROSSER (2017)
 LH0433
 LH0433                         *CURRENT SURVEY CONTROL
 LH0433  ______________________________________________________________________
 LH0433* NAD 83(1986) POSITION- 40 44 31.     (N) 098 31 49.     (W)   SCALED
 LH0433* NAVD 88 ORTHO HEIGHT -   596.603 (meters)     1957.36  (feet) ADJUSTED
 LH0433  ______________________________________________________________________
 LH0433  GEOID HEIGHT    -        -24.965 (meters)                     GEOID18
 LH0433  DYNAMIC HEIGHT  -        596.277 (meters)     1956.29  (feet) COMP
 LH0433  MODELED GRAVITY -    980,058.4   (mgal)                       NAVD 88
 LH0433
 LH0433  VERT ORDER      -  SECOND    CLASS 0
 LH0433
 LH0433.The horizontal coordinates were scaled from a map and have
 LH0433.an estimated accuracy of +/- 6 seconds.
 LH0433
 LH0433.The orthometric height was determined by differential leveling and
 LH0433.adjusted by the NATIONAL GEODETIC SURVEY
 LH0433.in June 1991.
 LH0433
 LH0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0433.GEOID18 height accuracy estimate available here.
 LH0433
 LH0433.Click photographs - Photos may exist for this station.
 LH0433
 LH0433.The dynamic height is computed by dividing the NAVD 88
 LH0433.geopotential number by the normal gravity value computed on the
 LH0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0433.degrees latitude (g = 980.6199 gals.).
 LH0433
 LH0433.The modeled gravity was interpolated from observed gravity values.
 LH0433
 LH0433;                    North         East    Units  Estimated Accuracy
 LH0433;SPC NE       -   101,940.      624,100.      MT  (+/- 180 meters Scaled)
 LH0433
 LH0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL396102(NAD 83)
 LH0433
 LH0433                          SUPERSEDED SURVEY CONTROL
 LH0433
 LH0433  NGVD 29 (??/??/92)  596.354  (m)         1956.54   (f) ADJ UNCH    2 0
 LH0433
 LH0433.Superseded values are not recommended for survey control.
 LH0433
 LH0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0433.See file dsdata.pdf to determine how the superseded data were derived.
 LH0433
 LH0433_MARKER: DB = BENCH MARK DISK
 LH0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0433_STAMPING: T 286 1949
 LH0433_MARK LOGO: CGS
 LH0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0433+STABILITY: SURFACE MOTION
 LH0433
 LH0433  HISTORY     - Date     Condition        Report By
 LH0433  HISTORY     - 1949     MONUMENTED       CGS
 LH0433
 LH0433                          STATION DESCRIPTION
 LH0433
 LH0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0433'9.8 MI SE FROM WOOD RIVER.
 LH0433'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0433'STATION AT WOOD RIVER, THENCE 5.5 MILES SOUTH ALONG A GRAVELED
 LH0433'ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.8
 LH0433'MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 2.65 MILES EAST
 LH0433'ALONG A GRAVELED ROAD, IN LINE WITH THE CENTER LINE OF A T ROAD
 LH0433'LEADING WEST, 71 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0433'ROAD, 47.0 FEET NORTHEAST OF A TELEPHONE POLE, 41.0 FEET EAST
 LH0433'OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF A FENCE, 1.7 FEET
 LH0433'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0433'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0491 ***********************************************************************
 LH0491  DESIGNATION -  T 287
 LH0491  PID         -  LH0491
 LH0491  STATE/COUNTY-  NE/HALL
 LH0491  COUNTRY     -  US
 LH0491  USGS QUAD   -  WOOD RIVER (2017)
 LH0491
 LH0491                         *CURRENT SURVEY CONTROL
 LH0491  ______________________________________________________________________
 LH0491* NAD 83(1986) POSITION- 40 47 12.     (N) 098 35 17.     (W)   SCALED
 LH0491* NAVD 88 ORTHO HEIGHT -   595.083 (meters)     1952.37  (feet) ADJUSTED
 LH0491  ______________________________________________________________________
 LH0491  GEOID HEIGHT    -        -24.864 (meters)                     GEOID18
 LH0491  DYNAMIC HEIGHT  -        594.759 (meters)     1951.31  (feet) COMP
 LH0491  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 LH0491
 LH0491  VERT ORDER      -  SECOND    CLASS 0
 LH0491
 LH0491.The horizontal coordinates were scaled from a map and have
 LH0491.an estimated accuracy of +/- 6 seconds.
 LH0491
 LH0491.The orthometric height was determined by differential leveling and
 LH0491.adjusted by the NATIONAL GEODETIC SURVEY
 LH0491.in June 1991.
 LH0491
 LH0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0491.GEOID18 height accuracy estimate available here.
 LH0491
 LH0491.Click photographs - Photos may exist for this station.
 LH0491
 LH0491.The dynamic height is computed by dividing the NAVD 88
 LH0491.geopotential number by the normal gravity value computed on the
 LH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0491.degrees latitude (g = 980.6199 gals.).
 LH0491
 LH0491.The modeled gravity was interpolated from observed gravity values.
 LH0491
 LH0491;                    North         East    Units  Estimated Accuracy
 LH0491;SPC NE       -   106,820.      619,140.      MT  (+/- 180 meters Scaled)
 LH0491
 LH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347151(NAD 83)
 LH0491
 LH0491                          SUPERSEDED SURVEY CONTROL
 LH0491
 LH0491  NGVD 29 (??/??/92)  594.832  (m)         1951.54   (f) ADJ UNCH    2 0
 LH0491
 LH0491.Superseded values are not recommended for survey control.
 LH0491
 LH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0491.See file dsdata.pdf to determine how the superseded data were derived.
 LH0491
 LH0491_MARKER: DB = BENCH MARK DISK
 LH0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0491_STAMPING: T 287 1949
 LH0491_MARK LOGO: CGS
 LH0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0491+STABILITY: SURFACE MOTION
 LH0491
 LH0491  HISTORY     - Date     Condition        Report By
 LH0491  HISTORY     - 1949     MONUMENTED       CGS
 LH0491
 LH0491                          STATION DESCRIPTION
 LH0491
 LH0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0491'3.4 MI S FROM WOOD RIVER.
 LH0491'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0491'STATION AT WOOD RIVER, THENCE 2.65 MILES SOUTH ALONG A GRAVELED
 LH0491'ROAD, 63 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 24
 LH0491'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 10.0 FEET
 LH0491'SOUTHWEST OF A CLUSTER OF 8 SMALL COTTONWOOD TREES, 2.0 FEET
 LH0491'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0491'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0492 ***********************************************************************
 LH0492  DESIGNATION -  T 287 RESET
 LH0492  PID         -  LH0492
 LH0492  STATE/COUNTY-  NE/HALL
 LH0492  COUNTRY     -  US
 LH0492  USGS QUAD   -  WOOD RIVER (2017)
 LH0492
 LH0492                         *CURRENT SURVEY CONTROL
 LH0492  ______________________________________________________________________
 LH0492* NAD 83(1986) POSITION- 40 47 10.     (N) 098 35 16.     (W)   SCALED
 LH0492* NAVD 88 ORTHO HEIGHT -   594.79  (meters)     1951.4   (feet) RESET
 LH0492  ______________________________________________________________________
 LH0492  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 LH0492  VERT ORDER      -  THIRD
 LH0492
 LH0492.The horizontal coordinates were scaled from a map and have
 LH0492.an estimated accuracy of +/- 6 seconds.
 LH0492
 LH0492.The orthometric height was computed from unverified reset data.
 LH0492
 LH0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0492.GEOID18 height accuracy estimate available here.
 LH0492
 LH0492.Click photographs - Photos may exist for this station.
 LH0492
 LH0492;                    North         East    Units  Estimated Accuracy
 LH0492;SPC NE       -   106,760.      619,160.      MT  (+/- 180 meters Scaled)
 LH0492
 LH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347150(NAD 83)
 LH0492
 LH0492                          SUPERSEDED SURVEY CONTROL
 LH0492
 LH0492  NGVD 29 (??/??/??)  594.54   (m)         1950.6    (f) RESET       3  
 LH0492
 LH0492.Superseded values are not recommended for survey control.
 LH0492
 LH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0492.See file dsdata.pdf to determine how the superseded data were derived.
 LH0492
 LH0492_MARKER: DB = BENCH MARK DISK
 LH0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0492_STAMPING: T 287 1949 RESET 1962
 LH0492_MARK LOGO: CGS
 LH0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0492+STABILITY: SURFACE MOTION
 LH0492
 LH0492  HISTORY     - Date     Condition        Report By
 LH0492  HISTORY     - 1962     MONUMENTED       BOR
 LH0492
 LH0492                          STATION DESCRIPTION
 LH0492
 LH0492'DESCRIBED BY US BUREAU OF RECLAMATION 1962
 LH0492'3.4 MI S FROM WOOD RIVER.
 LH0492'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0492'STATION AT WOOD RIVER, THENCE 2.65 MILES SOUTH ALONG A GRAVELED
 LH0492'ROAD, 63 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 24
 LH0492'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 10.0 FEET
 LH0492'SOUTHWEST OF A CLUSTER OF 8 SMALL COTTONWOOD TREES, 2.0 FEET
 LH0492'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0492'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0447 ***********************************************************************
 LH0447  DESIGNATION -  T 288
 LH0447  PID         -  LH0447
 LH0447  STATE/COUNTY-  NE/BUFFALO
 LH0447  COUNTRY     -  US
 LH0447  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0447
 LH0447                         *CURRENT SURVEY CONTROL
 LH0447  ______________________________________________________________________
 LH0447* NAD 83(1986) POSITION- 40 41 56.     (N) 098 45 31.     (W)   SCALED
 LH0447* NAVD 88 ORTHO HEIGHT -   617.986 (meters)     2027.51  (feet) ADJUSTED
 LH0447  ______________________________________________________________________
 LH0447  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 LH0447  DYNAMIC HEIGHT  -        617.641 (meters)     2026.38  (feet) COMP
 LH0447  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 LH0447
 LH0447  VERT ORDER      -  SECOND    CLASS 0
 LH0447
 LH0447.The horizontal coordinates were scaled from a map and have
 LH0447.an estimated accuracy of +/- 6 seconds.
 LH0447
 LH0447.The orthometric height was determined by differential leveling and
 LH0447.adjusted by the NATIONAL GEODETIC SURVEY
 LH0447.in June 1991.
 LH0447
 LH0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0447.GEOID18 height accuracy estimate available here.
 LH0447
 LH0447.Click photographs - Photos may exist for this station.
 LH0447
 LH0447.The dynamic height is computed by dividing the NAVD 88
 LH0447.geopotential number by the normal gravity value computed on the
 LH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0447.degrees latitude (g = 980.6199 gals.).
 LH0447
 LH0447.The modeled gravity was interpolated from observed gravity values.
 LH0447
 LH0447;                    North         East    Units  Estimated Accuracy
 LH0447;SPC NE       -    96,850.      604,890.      MT  (+/- 180 meters Scaled)
 LH0447
 LH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL203053(NAD 83)
 LH0447
 LH0447                          SUPERSEDED SURVEY CONTROL
 LH0447
 LH0447  NGVD 29 (??/??/92)  617.731  (m)         2026.67   (f) ADJ UNCH    2 0
 LH0447
 LH0447.Superseded values are not recommended for survey control.
 LH0447
 LH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0447.See file dsdata.pdf to determine how the superseded data were derived.
 LH0447
 LH0447_MARKER: DB = BENCH MARK DISK
 LH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0447_STAMPING: T 288 1949
 LH0447_MARK LOGO: CGS
 LH0447_PROJECTION: FLUSH
 LH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0447+STABILITY: SURFACE MOTION
 LH0447
 LH0447  HISTORY     - Date     Condition        Report By
 LH0447  HISTORY     - 1949     MONUMENTED       CGS
 LH0447
 LH0447                          STATION DESCRIPTION
 LH0447
 LH0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0447'1.8 MI W FROM DENMAN.
 LH0447'1.75 MILES WEST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0447'AT DENMAN, AT THE FARM HOME OF VICTOR H. SMITH, 96 FEET NORTH
 LH0447'OF THE CENTER LINE OF AN EAST-WEST ROAD, 62.6 FEET WEST OF THE
 LH0447'WEST DOOR OF THE HOUSE, 6.0 FEET SOUTH OF A POWER TRANSMISSION
 LH0447'LINE POLE BEARING A LIGHT METER AND A YARD LIGHT, AND SET IN
 LH0447'THE TOP OF A 5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE
 LH0447'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0407 ***********************************************************************
 LH0407  DESIGNATION -  T 289
 LH0407  PID         -  LH0407
 LH0407  STATE/COUNTY-  NE/BUFFALO
 LH0407  COUNTRY     -  US
 LH0407  USGS QUAD   -  NEWARK (2017)
 LH0407
 LH0407                         *CURRENT SURVEY CONTROL
 LH0407  ______________________________________________________________________
 LH0407* NAD 83(1986) POSITION- 40 42 55.     (N) 098 59 23.     (W)   SCALED
 LH0407* NAVD 88 ORTHO HEIGHT -   644.717 (meters)     2115.21  (feet) ADJUSTED
 LH0407  ______________________________________________________________________
 LH0407  GEOID HEIGHT    -        -24.479 (meters)                     GEOID18
 LH0407  DYNAMIC HEIGHT  -        644.353 (meters)     2114.01  (feet) COMP
 LH0407  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 LH0407
 LH0407  VERT ORDER      -  FIRST     CLASS II
 LH0407
 LH0407.The horizontal coordinates were scaled from a map and have
 LH0407.an estimated accuracy of +/- 6 seconds.
 LH0407
 LH0407.The orthometric height was determined by differential leveling and
 LH0407.adjusted by the NATIONAL GEODETIC SURVEY
 LH0407.in June 1991.
 LH0407
 LH0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0407.GEOID18 height accuracy estimate available here.
 LH0407
 LH0407.Click photographs - Photos may exist for this station.
 LH0407
 LH0407.The dynamic height is computed by dividing the NAVD 88
 LH0407.geopotential number by the normal gravity value computed on the
 LH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0407.degrees latitude (g = 980.6199 gals.).
 LH0407
 LH0407.The modeled gravity was interpolated from observed gravity values.
 LH0407
 LH0407;                    North         East    Units  Estimated Accuracy
 LH0407;SPC NE       -    98,420.      585,340.      MT  (+/- 180 meters Scaled)
 LH0407
 LH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL008071(NAD 83)
 LH0407
 LH0407                          SUPERSEDED SURVEY CONTROL
 LH0407
 LH0407  NGVD 29 (02/14/92)  644.457  (m)         2114.36   (f) ADJUSTED    1 2
 LH0407  NGVD 29 (??/??/87)  644.457  (m)         2114.36   (f) SUPERSEDED  1 2
 LH0407
 LH0407.Superseded values are not recommended for survey control.
 LH0407
 LH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0407.See file dsdata.pdf to determine how the superseded data were derived.
 LH0407
 LH0407_MARKER: DB = BENCH MARK DISK
 LH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0407_STAMPING: T 289 1949
 LH0407_MARK LOGO: CGS
 LH0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0407+STABILITY: SURFACE MOTION
 LH0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0407+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2010
 LH0407
 LH0407  HISTORY     - Date     Condition        Report By
 LH0407  HISTORY     - 1949     MONUMENTED       CGS
 LH0407  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0407  HISTORY     - 19910923 GOOD             NGS
 LH0407  HISTORY     - 19950606 GOOD             NGS
 LH0407  HISTORY     - 20100125 GOOD             INDIV
 LH0407
 LH0407                          STATION DESCRIPTION
 LH0407
 LH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0407'5.1 MI NE FROM KEARNEY.
 LH0407'5.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0407'STATION AT KEARNEY, 91.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LH0407'OF THE SOUTHEAST SET OF TRACKS, 62 FEET WEST OF THE CENTER LINE
 LH0407'OF A NORTH-SOUTH ROAD, 32.0 FEET SOUTHWEST OF A FENCE CORNER
 LH0407'POST, 1.2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0407'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0407'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0407
 LH0407                          STATION RECOVERY (1962)
 LH0407
 LH0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0407'MARK NOT FOUND.
 LH0407
 LH0407                          STATION RECOVERY (1991)
 LH0407
 LH0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0407'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0407'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 LH0407'A GRAVELED ROAD, 27.6 M (90.6 FT) SOUTH OF THE NEAR RAIL OF THE UNION
 LH0407'PACIFIC RAILROAD, 18.5 M (60.7 FT) WEST OF THE ROAD CENTER, 7.3 M
 LH0407'(24.0 FT) SOUTH OF AND LEVEL WITH THE CENTER OF A GRAVEL ROAD, 7.1 M
 LH0407'(23.3 FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 LH0407'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LH0407'SURFACE.
 LH0407
 LH0407                          STATION RECOVERY (1995)
 LH0407
 LH0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LH0407'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-0.4 MILE NORTHEAST ALONG
 LH0407'STATE HIGHWAY 2 FROM THE POST OFFICE AT SWEETWATER, THENCE 0.35 MILE
 LH0407'(0.56 KM) WEST ALONG STATE HIGHWAY 10 AND 45, 13.0 FEET (4.0 M) SOUTH
 LH0407'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 LH0407'THE EAST ABUTMENT OF A BRIDGE OVER MUDDY CREEK, 3.0 FEET (0.9 M) SOUTH
 LH0407'OF THE EAST END OF THE SOUTH BANNISTER OF BRIDGE, ABOUT LEVEL WITH THE
 LH0407'HIGHWAY.
 LH0407
 LH0407                          STATION RECOVERY (2010)
 LH0407
 LH0407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BAJ)
 LH0407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0691 ***********************************************************************
 MK0691  DESIGNATION -  T 290
 MK0691  PID         -  MK0691
 MK0691  STATE/COUNTY-  NE/SARPY
 MK0691  COUNTRY     -  US
 MK0691  USGS QUAD   -  ASHLAND EAST (2017)
 MK0691
 MK0691                         *CURRENT SURVEY CONTROL
 MK0691  ______________________________________________________________________
 MK0691* NAD 83(1986) POSITION- 41 06 12.54   (N) 096 16 26.07   (W)   HD_HELD1
 MK0691* NAVD 88 ORTHO HEIGHT -   351.220 (meters)     1152.29  (feet) ADJUSTED
 MK0691  ______________________________________________________________________
 MK0691  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 MK0691  DYNAMIC HEIGHT  -        351.075 (meters)     1151.82  (feet) COMP
 MK0691  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MK0691
 MK0691  VERT ORDER      -  SECOND    CLASS 0
 MK0691
 MK0691.The horizontal coordinates were determined by differentially corrected
 MK0691.hand held GPS observations or other comparable positioning techniques
 MK0691.and have an estimated accuracy of +/- 3 meters.
 MK0691
 MK0691.The orthometric height was determined by differential leveling and
 MK0691.adjusted by the NATIONAL GEODETIC SURVEY
 MK0691.in June 1991.
 MK0691
 MK0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0691.GEOID18 height accuracy estimate available here.
 MK0691
 MK0691.Click photographs - Photos may exist for this station.
 MK0691
 MK0691.The dynamic height is computed by dividing the NAVD 88
 MK0691.geopotential number by the normal gravity value computed on the
 MK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0691.degrees latitude (g = 980.6199 gals.).
 MK0691
 MK0691.The modeled gravity was interpolated from observed gravity values.
 MK0691
 MK0691;                    North         East    Units  Estimated Accuracy
 MK0691;SPC NE       -   147,761.3     812,808.5     MT  (+/- 3 meters HH1 GPS) 
 MK0691
 MK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2892153826(NAD 83)
 MK0691
 MK0691                          SUPERSEDED SURVEY CONTROL
 MK0691
 MK0691  NGVD 29 (??/??/92)  351.114  (m)         1151.95   (f) ADJ UNCH    2 0
 MK0691
 MK0691.Superseded values are not recommended for survey control.
 MK0691
 MK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0691.See file dsdata.pdf to determine how the superseded data were derived.
 MK0691
 MK0691_MARKER: DB = BENCH MARK DISK
 MK0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0691_STAMPING: T 290 1950
 MK0691_MARK LOGO: CGS
 MK0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0691+STABILITY: SURFACE MOTION
 MK0691
 MK0691  HISTORY     - Date     Condition        Report By
 MK0691  HISTORY     - 1950     MONUMENTED       CGS
 MK0691
 MK0691                          STATION DESCRIPTION
 MK0691
 MK0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0691'3 MI SW FROM GRETNA.
 MK0691'3.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0691'RAILROAD FROM THE STATION AT GRETNA, 0.6 MILE NORTH OF THE STATION
 MK0691'SIGN AT MELIA, AT A ROAD CROSSING, 128 FEET NORTH OF THE CENTER
 MK0691'LINE OF THE ROAD, 45.2 FEET WEST OF THE WEST RAIL, 1 FOOT EAST
 MK0691'OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0691'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0424 ***********************************************************************
 LH0424  DESIGNATION -  T 291
 LH0424  PID         -  LH0424
 LH0424  STATE/COUNTY-  NE/BUFFALO
 LH0424  COUNTRY     -  US
 LH0424  USGS QUAD   -  SHELTON (2017)
 LH0424
 LH0424                         *CURRENT SURVEY CONTROL
 LH0424  ______________________________________________________________________
 LH0424* NAD 83(1986) POSITION- 40 48 02.79   (N) 098 44 26.36   (W)   HD_HELD1
 LH0424* NAVD 88 ORTHO HEIGHT -   615.139 (meters)     2018.17  (feet) ADJUSTED
 LH0424  ______________________________________________________________________
 LH0424  GEOID HEIGHT    -        -24.682 (meters)                     GEOID18
 LH0424  DYNAMIC HEIGHT  -        614.801 (meters)     2017.06  (feet) COMP
 LH0424  MODELED GRAVITY -    980,054.1   (mgal)                       NAVD 88
 LH0424
 LH0424  VERT ORDER      -  FIRST     CLASS II
 LH0424
 LH0424.The horizontal coordinates were determined by differentially corrected
 LH0424.hand held GPS observations or other comparable positioning techniques
 LH0424.and have an estimated accuracy of +/- 3 meters.
 LH0424
 LH0424.The orthometric height was determined by differential leveling and
 LH0424.adjusted by the NATIONAL GEODETIC SURVEY
 LH0424.in May 1993.
 LH0424
 LH0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0424.GEOID18 height accuracy estimate available here.
 LH0424
 LH0424.Click photographs - Photos may exist for this station.
 LH0424
 LH0424.The dynamic height is computed by dividing the NAVD 88
 LH0424.geopotential number by the normal gravity value computed on the
 LH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0424.degrees latitude (g = 980.6199 gals.).
 LH0424
 LH0424.The modeled gravity was interpolated from observed gravity values.
 LH0424
 LH0424;                    North         East    Units  Estimated Accuracy
 LH0424;SPC NE       -   108,186.7     606,241.5     MT  (+/- 3 meters HH1 GPS) 
 LH0424
 LH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2187616673(NAD 83)
 LH0424
 LH0424                          SUPERSEDED SURVEY CONTROL
 LH0424
 LH0424  NAVD 88 (06/15/91)  615.147  (m)         2018.19   (f) SUPERSEDED  1 2
 LH0424  NGVD 29 (02/14/92)  614.880  (m)         2017.32   (f) ADJUSTED    1 2
 LH0424  NGVD 29 (??/??/87)  614.890  (m)         2017.35   (f) SUPERSEDED  1 2
 LH0424
 LH0424.Superseded values are not recommended for survey control.
 LH0424
 LH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0424.See file dsdata.pdf to determine how the superseded data were derived.
 LH0424
 LH0424_MARKER: DB = BENCH MARK DISK
 LH0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0424_STAMPING: T 291 1949
 LH0424_MARK LOGO: CGS
 LH0424_PROJECTION: FLUSH
 LH0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0424+STABILITY: SURFACE MOTION
 LH0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0424+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0424
 LH0424  HISTORY     - Date     Condition        Report By
 LH0424  HISTORY     - 1949     MONUMENTED       CGS
 LH0424  HISTORY     - 19910924 GOOD             NGS
 LH0424
 LH0424                          STATION DESCRIPTION
 LH0424
 LH0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0424'1.5 MI N FROM SHELTON.
 LH0424'1.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0424'SHELTON, AT THE SOUTHWEST CORNER OF SECTION 25, T. 10 N., R.
 LH0424'13 W., IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 37
 LH0424'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET
 LH0424'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3 FEET
 LH0424'NORTHEAST OF A POWER LINE POLE, 2 FEET NORTHWEST OF A REFERENCE
 LH0424'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0424'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0424
 LH0424                          STATION RECOVERY (1991)
 LH0424
 LH0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0424'2.3 KM (1.40 MI) NORTHERLY ALONG A PAVED ROAD FROM THE POST OFFICE IN
 LH0424'SHELTON, 10.8 M (35.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 LH0424'10.4 M (34.1 FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 0.4 M (1.3
 LH0424'FT) NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT)
 LH0424'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0424'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0558 ***********************************************************************
 LH0558  DESIGNATION -  T 292
 LH0558  PID         -  LH0558
 LH0558  STATE/COUNTY-  NE/BUFFALO
 LH0558  COUNTRY     -  US
 LH0558  USGS QUAD   -  RIVERDALE (2017)
 LH0558
 LH0558                         *CURRENT SURVEY CONTROL
 LH0558  ______________________________________________________________________
 LH0558* NAD 83(1986) POSITION- 40 48 02.     (N) 099 14 14.     (W)   SCALED
 LH0558* NAVD 88 ORTHO HEIGHT -   677.483 (meters)     2222.71  (feet) ADJUSTED
 LH0558  ______________________________________________________________________
 LH0558  GEOID HEIGHT    -        -24.188 (meters)                     GEOID18
 LH0558  DYNAMIC HEIGHT  -        677.097 (meters)     2221.44  (feet) COMP
 LH0558  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 LH0558
 LH0558  VERT ORDER      -  SECOND    CLASS 0
 LH0558
 LH0558.The horizontal coordinates were scaled from a map and have
 LH0558.an estimated accuracy of +/- 6 seconds.
 LH0558
 LH0558.The orthometric height was determined by differential leveling and
 LH0558.adjusted by the NATIONAL GEODETIC SURVEY
 LH0558.in June 1991.
 LH0558
 LH0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0558.GEOID18 height accuracy estimate available here.
 LH0558
 LH0558.Click photographs - Photos may exist for this station.
 LH0558
 LH0558.The dynamic height is computed by dividing the NAVD 88
 LH0558.geopotential number by the normal gravity value computed on the
 LH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0558.degrees latitude (g = 980.6199 gals.).
 LH0558
 LH0558.The modeled gravity was interpolated from observed gravity values.
 LH0558
 LH0558;                    North         East    Units  Estimated Accuracy
 LH0558;SPC NE       -   107,670.      564,350.      MT  (+/- 180 meters Scaled)
 LH0558
 LH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML799166(NAD 83)
 LH0558
 LH0558                          SUPERSEDED SURVEY CONTROL
 LH0558
 LH0558  NGVD 29 (??/??/92)  677.230  (m)         2221.88   (f) ADJ UNCH    2 0
 LH0558
 LH0558.Superseded values are not recommended for survey control.
 LH0558
 LH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0558.See file dsdata.pdf to determine how the superseded data were derived.
 LH0558
 LH0558_MARKER: DB = BENCH MARK DISK
 LH0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0558_STAMPING: T 292 1949
 LH0558_MARK LOGO: CGS
 LH0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0558+STABILITY: SURFACE MOTION
 LH0558
 LH0558  HISTORY     - Date     Condition        Report By
 LH0558  HISTORY     - 1949     MONUMENTED       CGS
 LH0558
 LH0558                          STATION DESCRIPTION
 LH0558
 LH0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0558'3.4 MI SE FROM AMHERST.
 LH0558'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0558'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.1 MILES SOUTH
 LH0558'ALONG A COUNTY ROAD, AT THE NORTHEAST CORNER OF SECTION 34,
 LH0558'T. 10 N., R. 17 W., 360 FEET WEST OF THE CENTER LINE OF THE
 LH0558'NORTH-SOUTH ROAD, 96 FEET NORTHEAST OF THE NORTHEAST CORNER
 LH0558'OF THE ALFONSO SLATER FARMHOUSE, 54 FEET WEST OF THE CORNER
 LH0558'FENCE POST AT THE NORTHWEST CORNER OF A BARN LOT, 23 FEET
 LH0558'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.4 FEET EAST
 LH0558'OF A CORNER FENCE POST, 1.8 FEET NORTH OF A REFERENCE POST,
 LH0558'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0558'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0613 ***********************************************************************
 LH0613  DESIGNATION -  T 293 RESET
 LH0613  PID         -  LH0613
 LH0613  STATE/COUNTY-  NE/BUFFALO
 LH0613  COUNTRY     -  US
 LH0613  USGS QUAD   -  PLEASANTON NW (2017)
 LH0613
 LH0613                         *CURRENT SURVEY CONTROL
 LH0613  ______________________________________________________________________
 LH0613* NAD 83(1986) POSITION- 40 58 29.18   (N) 099 09 45.05   (W)   HD_HELD1
 LH0613* NAVD 88 ORTHO HEIGHT -   686.08  (meters)     2250.9   (feet) RESET
 LH0613  ______________________________________________________________________
 LH0613  GEOID HEIGHT    -        -23.988 (meters)                     GEOID18
 LH0613  VERT ORDER      -  THIRD
 LH0613
 LH0613.The horizontal coordinates were determined by differentially corrected
 LH0613.hand held GPS observations or other comparable positioning techniques
 LH0613.and have an estimated accuracy of +/- 3 meters.
 LH0613
 LH0613.The orthometric height was computed from unverified reset data.
 LH0613
 LH0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0613.GEOID18 height accuracy estimate available here.
 LH0613
 LH0613.Click photographs - Photos may exist for this station.
 LH0613
 LH0613;                    North         East    Units  Estimated Accuracy
 LH0613;SPC NE       -   127,071.4     570,466.7     MT  (+/- 3 meters HH1 GPS) 
 LH0613
 LH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8632735969(NAD 83)
 LH0613
 LH0613                          SUPERSEDED SURVEY CONTROL
 LH0613
 LH0613  NGVD 29 (??/??/??)  685.83   (m)         2250.1    (f) RESET       3  
 LH0613
 LH0613.Superseded values are not recommended for survey control.
 LH0613
 LH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0613.See file dsdata.pdf to determine how the superseded data were derived.
 LH0613
 LH0613_MARKER: DB = BENCH MARK DISK
 LH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0613_STAMPING: T 293 RESET 1966
 LH0613_MARK LOGO: CGS
 LH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0613+STABILITY: SURFACE MOTION
 LH0613
 LH0613  HISTORY     - Date     Condition        Report By
 LH0613  HISTORY     - 1966     MONUMENTED       CGS
 LH0613
 LH0613                          STATION DESCRIPTION
 LH0613
 LH0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LH0613'4.6 MI W FROM PLEASANTON.
 LH0613'0.7 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE BRIDGE OVER SOUTH
 LH0613'LOOP RIVER AT PLEASANTON, THENCE 3.9 MILES WEST ALONG A COUNTY
 LH0613'ROAD, ON A HILL ABOUT 0.1 MILE WEST OF A CROSSROAD, 63 FEET
 LH0613'SOUTH OF THE CENTERLINE OF THE EAST-WEST GRAVELED ROAD, 39 FEET
 LH0613'WEST-SOUTHWEST OF A POWERLINE POLE AND 1 FOOT EAST OF A METAL
 LH0613'WITNESS POST.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 LH0613'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0846 ***********************************************************************
 MK0846  DESIGNATION -  T 295
 MK0846  PID         -  MK0846
 MK0846  STATE/COUNTY-  NE/CASS
 MK0846  COUNTRY     -  US
 MK0846  USGS QUAD   -  ASHLAND EAST (2017)
 MK0846
 MK0846                         *CURRENT SURVEY CONTROL
 MK0846  ______________________________________________________________________
 MK0846* NAD 83(1986) POSITION- 41 00 29.     (N) 096 16 25.     (W)   SCALED
 MK0846* NAVD 88 ORTHO HEIGHT -   371.206 (meters)     1217.87  (feet) ADJUSTED
 MK0846  ______________________________________________________________________
 MK0846  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 MK0846  DYNAMIC HEIGHT  -        371.054 (meters)     1217.37  (feet) COMP
 MK0846  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 MK0846
 MK0846  VERT ORDER      -  SECOND    CLASS 0
 MK0846
 MK0846.The horizontal coordinates were scaled from a map and have
 MK0846.an estimated accuracy of +/- 6 seconds.
 MK0846
 MK0846.The orthometric height was determined by differential leveling and
 MK0846.adjusted by the NATIONAL GEODETIC SURVEY
 MK0846.in June 1991.
 MK0846
 MK0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0846.GEOID18 height accuracy estimate available here.
 MK0846
 MK0846.Click photographs - Photos may exist for this station.
 MK0846
 MK0846.The dynamic height is computed by dividing the NAVD 88
 MK0846.geopotential number by the normal gravity value computed on the
 MK0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0846.degrees latitude (g = 980.6199 gals.).
 MK0846
 MK0846.The modeled gravity was interpolated from observed gravity values.
 MK0846
 MK0846;                    North         East    Units  Estimated Accuracy
 MK0846;SPC NE       -   137,180.      813,290.      MT  (+/- 180 meters Scaled)
 MK0846
 MK0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL292432(NAD 83)
 MK0846
 MK0846                          SUPERSEDED SURVEY CONTROL
 MK0846
 MK0846  NGVD 29 (??/??/92)  371.104  (m)         1217.53   (f) ADJ UNCH    2 0
 MK0846
 MK0846.Superseded values are not recommended for survey control.
 MK0846
 MK0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0846.See file dsdata.pdf to determine how the superseded data were derived.
 MK0846
 MK0846_MARKER: DB = BENCH MARK DISK
 MK0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0846_STAMPING: T 295 1950
 MK0846_MARK LOGO: CGS
 MK0846_PROJECTION: PROJECTING 15 CENTIMETERS
 MK0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0846+STABILITY: SURFACE MOTION
 MK0846
 MK0846  HISTORY     - Date     Condition        Report By
 MK0846  HISTORY     - 1950     MONUMENTED       CGS
 MK0846
 MK0846                          STATION DESCRIPTION
 MK0846
 MK0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0846'1.7 MI W FROM SOUTH BEND.
 MK0846'1.2 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 MK0846'BEND, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, AT A T ROAD
 MK0846'JUNCTION, 0.15 MILE NORTHEAST OF AN ABANDONED FARMHOUSE, 20
 MK0846'FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING
 MK0846'WEST, 26 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0846'ROAD, 4.5 FEET EAST OF A POWER POLE, 3.4 FEET SOUTH OF AN
 MK0846'EAST AND WEST FENCE, 2.7 FEET EAST OF A NORTH AND SOUTH FENCE,
 MK0846'1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0846'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0163 ***********************************************************************
 LG0163  DESIGNATION -  T 296
 LG0163  PID         -  LG0163
 LG0163  STATE/COUNTY-  NE/CASS
 LG0163  COUNTRY     -  US
 LG0163  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0163
 LG0163                         *CURRENT SURVEY CONTROL
 LG0163  ______________________________________________________________________
 LG0163* NAD 83(1986) POSITION- 40 57 31.     (N) 096 02 41.     (W)   SCALED
 LG0163* NAVD 88 ORTHO HEIGHT -   378.989 (meters)     1243.40  (feet) ADJUSTED
 LG0163  ______________________________________________________________________
 LG0163  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 LG0163  DYNAMIC HEIGHT  -        378.831 (meters)     1242.88  (feet) COMP
 LG0163  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 LG0163
 LG0163  VERT ORDER      -  SECOND    CLASS 0
 LG0163
 LG0163.The horizontal coordinates were scaled from a map and have
 LG0163.an estimated accuracy of +/- 6 seconds.
 LG0163
 LG0163.The orthometric height was determined by differential leveling and
 LG0163.adjusted by the NATIONAL GEODETIC SURVEY
 LG0163.in June 1991.
 LG0163
 LG0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0163.GEOID18 height accuracy estimate available here.
 LG0163
 LG0163.Click photographs - Photos may exist for this station.
 LG0163
 LG0163.The dynamic height is computed by dividing the NAVD 88
 LG0163.geopotential number by the normal gravity value computed on the
 LG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0163.degrees latitude (g = 980.6199 gals.).
 LG0163
 LG0163.The modeled gravity was interpolated from observed gravity values.
 LG0163
 LG0163;                    North         East    Units  Estimated Accuracy
 LG0163;SPC NE       -   132,550.      832,770.      MT  (+/- 180 meters Scaled)
 LG0163
 LG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL487383(NAD 83)
 LG0163
 LG0163                          SUPERSEDED SURVEY CONTROL
 LG0163
 LG0163  NGVD 29 (??/??/92)  378.892  (m)         1243.08   (f) ADJ UNCH    2 0
 LG0163
 LG0163.Superseded values are not recommended for survey control.
 LG0163
 LG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0163.See file dsdata.pdf to determine how the superseded data were derived.
 LG0163
 LG0163_MARKER: DB = BENCH MARK DISK
 LG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0163_STAMPING: T 296 1949
 LG0163_MARK LOGO: CGS
 LG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0163+STABILITY: SURFACE MOTION
 LG0163
 LG0163  HISTORY     - Date     Condition        Report By
 LG0163  HISTORY     - 1949     MONUMENTED       CGS
 LG0163  HISTORY     - 20200726 MARK NOT FOUND   WSRR
 LG0163
 LG0163                          STATION DESCRIPTION
 LG0163
 LG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0163'11.8 MI SW FROM PLATTSMOUTH.
 LG0163'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0163'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0163'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0163'ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED GRAVELED ROAD,
 LG0163'AT A ROAD INTERSECTION, 133 FEET SOUTHEAST OF THE SOUTHEAST
 LG0163'CORNER OF A LARGE RED BRICK FARMHOUSE, 36 FEET EAST OF THE
 LG0163'CENTER LINE OF THE GRAVELED ROAD LEADING NORTH, 31 FEET
 LG0163'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD LEADING WEST,
 LG0163'3.0 FEET NORTH OF A WIRE FENCE, 2.4 FEET EAST OF A BRACED POWER
 LG0163'LINE POLE, 1.4 FEET WEST OF A REFERENCE POST, AND SET IN THE
 LG0163'TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 LG0163'GROUND.
 LG0163
 LG0163                          STATION RECOVERY (2020)
 LG0163
 LG0163'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG0163'STATION DESTROYED.  TOP OF CEMENT POST BROKEN AND TORN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0708 ***********************************************************************
 MK0708  DESIGNATION -  T 297
 MK0708  PID         -  MK0708
 MK0708  STATE/COUNTY-  NE/SAUNDERS
 MK0708  COUNTRY     -  US
 MK0708  USGS QUAD   -  ASHLAND EAST (2017)
 MK0708
 MK0708                         *CURRENT SURVEY CONTROL
 MK0708  ______________________________________________________________________
 MK0708* NAD 83(1986) POSITION- 41 07 03.27   (N) 096 22 06.01   (W)   HD_HELD1
 MK0708* NAVD 88 ORTHO HEIGHT -   328.453 (meters)     1077.60  (feet) ADJUSTED
 MK0708  ______________________________________________________________________
 MK0708  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 MK0708  DYNAMIC HEIGHT  -        328.316 (meters)     1077.15  (feet) COMP
 MK0708  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 MK0708
 MK0708  VERT ORDER      -  SECOND    CLASS 0
 MK0708
 MK0708.The horizontal coordinates were determined by differentially corrected
 MK0708.hand held GPS observations or other comparable positioning techniques
 MK0708.and have an estimated accuracy of +/- 3 meters.
 MK0708
 MK0708.The orthometric height was determined by differential leveling and
 MK0708.adjusted by the NATIONAL GEODETIC SURVEY
 MK0708.in June 1991.
 MK0708
 MK0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0708.GEOID18 height accuracy estimate available here.
 MK0708
 MK0708.Click photographs - Photos may exist for this station.
 MK0708
 MK0708.The dynamic height is computed by dividing the NAVD 88
 MK0708.geopotential number by the normal gravity value computed on the
 MK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0708.degrees latitude (g = 980.6199 gals.).
 MK0708
 MK0708.The modeled gravity was interpolated from observed gravity values.
 MK0708
 MK0708;                    North         East    Units  Estimated Accuracy
 MK0708;SPC NE       -   148,987.0     804,820.3     MT  (+/- 3 meters HH1 GPS) 
 MK0708
 MK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2094355147(NAD 83)
 MK0708
 MK0708                          SUPERSEDED SURVEY CONTROL
 MK0708
 MK0708  NGVD 29 (??/??/92)  328.342  (m)         1077.24   (f) ADJ UNCH    2 0
 MK0708
 MK0708.Superseded values are not recommended for survey control.
 MK0708
 MK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0708.See file dsdata.pdf to determine how the superseded data were derived.
 MK0708
 MK0708_MARKER: DB = BENCH MARK DISK
 MK0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0708_STAMPING: T 297 1950
 MK0708_MARK LOGO: CGS
 MK0708_PROJECTION: FLUSH
 MK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0708+STABILITY: SURFACE MOTION
 MK0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0708+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2015
 MK0708
 MK0708  HISTORY     - Date     Condition        Report By
 MK0708  HISTORY     - 1950     MONUMENTED       CGS
 MK0708  HISTORY     - 20080923 GOOD             THOMDD
 MK0708  HISTORY     - 20130411 GOOD             LOCSUR
 MK0708  HISTORY     - 20150228 GOOD             THOMDD
 MK0708
 MK0708                          STATION DESCRIPTION
 MK0708
 MK0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0708'2.5 MI S FROM WANN.
 MK0708'0.6 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0708'AND QUINCY RAILROAD STATION AT WANN, THENCE 1.9 MILES SOUTH
 MK0708'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 74 FEET WEST OF
 MK0708'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 48 FEET SOUTH OF
 MK0708'THE CENTER LINE OF THE EAST AND WEST ROAD, 19 FEET NORTH OF THE
 MK0708'EAST LEG OF A WINDMILL TOWER, 22 FEET SOUTH OF AN EAST AND WEST
 MK0708'FENCE, 1 FOOT EAST OF A NORTH AND SOUTH FENCE, 1.5 FEET SOUTH
 MK0708'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0708'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0708
 MK0708                          STATION RECOVERY (2008)
 MK0708
 MK0708'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2008 (MTC)
 MK0708'NOTE   THE WINDMILL, REFERENCE POST, AND FENCE TIES IN THE ORIGINAL
 MK0708'DESCRIPTION ARE NO LONGER PRESENT. CURRENTLY, THE MARK IS APPROX 25FT
 MK0708'SOUTH OF AN E-W FENCE AND 42FT WEST OF A N-S FENCE AT THE SOUTHWEST
 MK0708'CORNER OF THE INTERSECTION. THE E-W ROAD IS COUNTY ROAD LETTER E AND
 MK0708'THE N-S ROAD IS COUNTY ROAD NUMBER 4 NORTH OF THE CITY OF ASHLAND IN
 MK0708'SAUNDERS COUNTY, NEBRASKA.
 MK0708
 MK0708                          STATION RECOVERY (2013)
 MK0708
 MK0708'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2013 (LRA)
 MK0708'RECOVERED IN GOOD CONDITION.
 MK0708
 MK0708                          STATION RECOVERY (2015)
 MK0708
 MK0708'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2015 (MTC)
 MK0708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1020 ***********************************************************************
 MK1020  DESIGNATION -  T 298
 MK1020  PID         -  MK1020
 MK1020  STATE/COUNTY-  NE/SAUNDERS
 MK1020  COUNTRY     -  US
 MK1020  USGS QUAD   -  WAHOO EAST (2017)
 MK1020
 MK1020                         *CURRENT SURVEY CONTROL
 MK1020  ______________________________________________________________________
 MK1020* NAD 83(1986) POSITION- 41 09 26.     (N) 096 32 25.     (W)   SCALED
 MK1020* NAVD 88 ORTHO HEIGHT -   345.632 (meters)     1133.96  (feet) ADJUSTED
 MK1020  ______________________________________________________________________
 MK1020  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 MK1020  DYNAMIC HEIGHT  -        345.474 (meters)     1133.44  (feet) COMP
 MK1020  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 MK1020
 MK1020  VERT ORDER      -  SECOND    CLASS 0
 MK1020
 MK1020.The horizontal coordinates were scaled from a map and have
 MK1020.an estimated accuracy of +/- 6 seconds.
 MK1020
 MK1020.The orthometric height was determined by differential leveling and
 MK1020.adjusted by the NATIONAL GEODETIC SURVEY
 MK1020.in June 1991.
 MK1020
 MK1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1020.GEOID18 height accuracy estimate available here.
 MK1020
 MK1020.Click photographs - Photos may exist for this station.
 MK1020
 MK1020.The dynamic height is computed by dividing the NAVD 88
 MK1020.geopotential number by the normal gravity value computed on the
 MK1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1020.degrees latitude (g = 980.6199 gals.).
 MK1020
 MK1020.The modeled gravity was interpolated from observed gravity values.
 MK1020
 MK1020;                    North         East    Units  Estimated Accuracy
 MK1020;SPC NE       -   152,790.      790,220.      MT  (+/- 180 meters Scaled)
 MK1020
 MK1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL063591(NAD 83)
 MK1020
 MK1020                          SUPERSEDED SURVEY CONTROL
 MK1020
 MK1020  NGVD 29 (??/??/92)  345.501  (m)         1133.53   (f) ADJ UNCH    2 0
 MK1020
 MK1020.Superseded values are not recommended for survey control.
 MK1020
 MK1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1020.See file dsdata.pdf to determine how the superseded data were derived.
 MK1020
 MK1020_MARKER: DB = BENCH MARK DISK
 MK1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1020_STAMPING: T 298 1950
 MK1020_MARK LOGO: CGS
 MK1020_PROJECTION: PROJECTING
 MK1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1020+STABILITY: SURFACE MOTION
 MK1020
 MK1020  HISTORY     - Date     Condition        Report By
 MK1020  HISTORY     - 1950     MONUMENTED       CGS
 MK1020  HISTORY     - 1984     GOOD             LOCSUR
 MK1020
 MK1020                          STATION DESCRIPTION
 MK1020
 MK1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1020'AT ITHACA.
 MK1020'AT ITHACA, ABOUT 0.1 MILE SOUTH OF THE POST OFFICE, AT THE
 MK1020'INTERSECTION OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND
 MK1020'A NORTH AND SOUTH GRAVELED ROAD, 62 FEET EAST OF THE CENTER LINE
 MK1020'OF THE ROAD, 41 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD
 MK1020'STATION, 55 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE RAILROAD
 MK1020'STATION, IN LINE WITH AN EAST AND WEST ROW OF TREES, 1.6 FEET
 MK1020'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1020'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MK1020
 MK1020                          STATION RECOVERY (1984)
 MK1020
 MK1020'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2207 ***********************************************************************
 MK2207  DESIGNATION -  T 299 RESET
 MK2207  PID         -  MK2207
 MK2207  STATE/COUNTY-  NE/SAUNDERS
 MK2207  COUNTRY     -  US
 MK2207  USGS QUAD   -  MEAD (2017)
 MK2207
 MK2207                         *CURRENT SURVEY CONTROL
 MK2207  ______________________________________________________________________
 MK2207* NAD 83(1986) POSITION- 41 12 17.88   (N) 096 23 47.88   (W)   HD_HELD1
 MK2207* NAVD 88 ORTHO HEIGHT -   368.74  (meters)     1209.8   (feet) RESET
 MK2207  ______________________________________________________________________
 MK2207  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 MK2207  VERT ORDER      -  THIRD
 MK2207
 MK2207.The horizontal coordinates were determined by differentially corrected
 MK2207.hand held GPS observations or other comparable positioning techniques
 MK2207.and have an estimated accuracy of +/- 3 meters.
 MK2207
 MK2207.The orthometric height was computed from unverified reset data.
 MK2207
 MK2207.No vertical observational check was made to the station.
 MK2207
 MK2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2207.GEOID18 height accuracy estimate available here.
 MK2207
 MK2207.Click photographs - Photos may exist for this station.
 MK2207
 MK2207;                    North         East    Units  Estimated Accuracy
 MK2207;SPC NE       -   158,581.6     802,042.3     MT  (+/- 3 meters HH1 GPS) 
 MK2207
 MK2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1827764778(NAD 83)
 MK2207
 MK2207                          SUPERSEDED SURVEY CONTROL
 MK2207
 MK2207  NGVD 29 (01/31/13)  368.61   (m)         1209.3    (f) RESET       3  
 MK2207
 MK2207.Superseded values are not recommended for survey control.
 MK2207
 MK2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2207.See file dsdata.pdf to determine how the superseded data were derived.
 MK2207
 MK2207_MARKER: DV = VERTICAL CONTROL DISK
 MK2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2207_STAMPING: T 299 RESET 1985
 MK2207_MARK LOGO: NGS
 MK2207_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2207+STABILITY: SURFACE MOTION
 MK2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2207+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2016
 MK2207
 MK2207  HISTORY     - Date     Condition        Report By
 MK2207  HISTORY     - 1985     MONUMENTED       NGS
 MK2207  HISTORY     - 20161207 GOOD             THOMDD
 MK2207
 MK2207                          STATION DESCRIPTION
 MK2207
 MK2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2207'0.3 KM (0.20 MI) SOUTH ALONG A PAVED ROAD FROM THE HIGH SCHOOL IN
 MK2207'YUTAN TO THE JUNCTION WITH STATE HIGHWAY 92.  THENCE SOUTH ALONG A
 MK2207'GRADED COUNTY ROAD FOR 3.22 KM (2.00 MI) TO A CROSS ROAD AND THE MARK
 MK2207'ON THE LEFT, IN THE NORTHEAST ANGLE OF THE INTERSECTION, 10.4 M (34.1
 MK2207'FT) EAST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 10.1 M (33.1
 MK2207'FT) NORTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 1.37 M (4.49 FT)
 MK2207'EAST FROM THE MOST EASTERN POWERLINE POLE OF AN EAST/WEST LINE OF
 MK2207'POLES.
 MK2207
 MK2207                          STATION RECOVERY (2016)
 MK2207
 MK2207'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (NJO)
 MK2207'THE NORTH SOUTH ROAD IS LOCALLY YUTAN ROAD. THE EAST WEST ROAD IS
 MK2207'LOCALLY COUNTY ROAD K. THE TIE TO THE POWER POLE IS CURRENTLY EAST
 MK2207'5.15
 MK2207'FEET FROM THE MARK TO THE WEST FACE OF SAID POLE IN PREVIOUS RECOVERY.
 MK2207'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0689 ***********************************************************************
 MK0689  DESIGNATION -  T 301
 MK0689  PID         -  MK0689
 MK0689  STATE/COUNTY-  NE/SARPY
 MK0689  COUNTRY     -  US
 MK0689  USGS QUAD   -  WANN (2017)
 MK0689
 MK0689                         *CURRENT SURVEY CONTROL
 MK0689  ______________________________________________________________________
 MK0689* NAD 83(1986) POSITION- 41 07 48.     (N) 096 15 30.     (W)   SCALED
 MK0689* NAVD 88 ORTHO HEIGHT -   380.011 (meters)     1246.75  (feet) ADJUSTED
 MK0689  ______________________________________________________________________
 MK0689  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 MK0689  DYNAMIC HEIGHT  -        379.852 (meters)     1246.23  (feet) COMP
 MK0689  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 MK0689
 MK0689  VERT ORDER      -  SECOND    CLASS 0
 MK0689
 MK0689.The horizontal coordinates were scaled from a map and have
 MK0689.an estimated accuracy of +/- 6 seconds.
 MK0689
 MK0689.The orthometric height was determined by differential leveling and
 MK0689.adjusted by the NATIONAL GEODETIC SURVEY
 MK0689.in June 1991.
 MK0689
 MK0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0689.GEOID18 height accuracy estimate available here.
 MK0689
 MK0689.Click photographs - Photos may exist for this station.
 MK0689
 MK0689.The dynamic height is computed by dividing the NAVD 88
 MK0689.geopotential number by the normal gravity value computed on the
 MK0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0689.degrees latitude (g = 980.6199 gals.).
 MK0689
 MK0689.The modeled gravity was interpolated from observed gravity values.
 MK0689
 MK0689;                    North         East    Units  Estimated Accuracy
 MK0689;SPC NE       -   150,760.      813,990.      MT  (+/- 180 meters Scaled)
 MK0689
 MK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL301568(NAD 83)
 MK0689
 MK0689                          SUPERSEDED SURVEY CONTROL
 MK0689
 MK0689  NGVD 29 (??/??/92)  379.901  (m)         1246.39   (f) ADJ UNCH    2 0
 MK0689
 MK0689.Superseded values are not recommended for survey control.
 MK0689
 MK0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0689.See file dsdata.pdf to determine how the superseded data were derived.
 MK0689
 MK0689_MARKER: DB = BENCH MARK DISK
 MK0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0689_STAMPING: T 301 1950
 MK0689_MARK LOGO: CGS
 MK0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0689+STABILITY: SURFACE MOTION
 MK0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0689+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2013
 MK0689
 MK0689  HISTORY     - Date     Condition        Report By
 MK0689  HISTORY     - 1950     MONUMENTED       CGS
 MK0689  HISTORY     - 20131205 GOOD             INDIV
 MK0689
 MK0689                          STATION DESCRIPTION
 MK0689
 MK0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0689'0.9 MI SW FROM GRETNA.
 MK0689'0.9 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0689'RAILROAD FROM THE STATION AT GRETNA, 0.15 MILE SOUTHWEST OF A
 MK0689'ROAD CROSSING WHICH IS ON TOP OF A RIDGE, 36 FEET SOUTH OF A
 MK0689'TELEPHONE POLE, 74 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.2
 MK0689'FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1.9 FEET NORTHEAST OF A
 MK0689'WITNESS POST, 25 FEET ABOVE THE LEVEL OF THE RAILROAD, SET IN THE
 MK0689'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0689
 MK0689                          STATION RECOVERY (2013)
 MK0689
 MK0689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MK0689'FOUND MARK IN GOOD CONDITION,NEW HOUSES HAVE BEEN BUILT NEXT TO
 MK0689'RAILROAD ROW, YOU MUST GET PERMISSION TO OWNER OF HOUSE NO. 11980 ON
 MK0689'GRANADA ST. SOUTHEAST 1.2 FT. TO ORANGE CARSONITE WITNESS SIGN, 0.4
 MK0689'FT. ABOVE GROUND. LAT.41 07 48.1 LONG. 096 15 30.4. NOT SUITABLE FOR
 MK0689'GPS USE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0668 ***********************************************************************
 MK0668  DESIGNATION -  T 302
 MK0668  PID         -  MK0668
 MK0668  STATE/COUNTY-  NE/DOUGLAS
 MK0668  COUNTRY     -  US
 MK0668  USGS QUAD   -  RALSTON (2017)
 MK0668
 MK0668                         *CURRENT SURVEY CONTROL
 MK0668  ______________________________________________________________________
 MK0668* NAD 83(1986) POSITION- 41 11 55.17   (N) 096 02 34.57   (W)   HD_HELD1
 MK0668* NAVD 88 ORTHO HEIGHT -   330.650 (meters)     1084.81  (feet) ADJUSTED
 MK0668  ______________________________________________________________________
 MK0668  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 MK0668  DYNAMIC HEIGHT  -        330.512 (meters)     1084.35  (feet) COMP
 MK0668  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 MK0668
 MK0668  VERT ORDER      -  SECOND    CLASS 0
 MK0668
 MK0668.The horizontal coordinates were determined by differentially corrected
 MK0668.hand held GPS observations or other comparable positioning techniques
 MK0668.and have an estimated accuracy of +/- 3 meters.
 MK0668
 MK0668.The orthometric height was determined by differential leveling and
 MK0668.adjusted by the NATIONAL GEODETIC SURVEY
 MK0668.in June 1991.
 MK0668
 MK0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0668.GEOID18 height accuracy estimate available here.
 MK0668
 MK0668.Click photographs - Photos may exist for this station.
 MK0668
 MK0668.The dynamic height is computed by dividing the NAVD 88
 MK0668.geopotential number by the normal gravity value computed on the
 MK0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0668.degrees latitude (g = 980.6199 gals.).
 MK0668
 MK0668.The modeled gravity was interpolated from observed gravity values.
 MK0668
 MK0668;                    North         East    Units  Estimated Accuracy
 MK0668;SPC NE       -   159,178.2     831,702.3     MT  (+/- 3 meters HH1 GPS) 
 MK0668
 MK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4796065027(NAD 83)
 MK0668
 MK0668                          SUPERSEDED SURVEY CONTROL
 MK0668
 MK0668  NGVD 29 (??/??/92)  330.533  (m)         1084.42   (f) ADJ UNCH    2 0
 MK0668
 MK0668.Superseded values are not recommended for survey control.
 MK0668
 MK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0668.See file dsdata.pdf to determine how the superseded data were derived.
 MK0668
 MK0668_MARKER: DB = BENCH MARK DISK
 MK0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0668_SP_SET: OVERPASS
 MK0668_STAMPING: T 302 1950
 MK0668_MARK LOGO: CGS
 MK0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0668
 MK0668  HISTORY     - Date     Condition        Report By
 MK0668  HISTORY     - 1950     MONUMENTED       CGS
 MK0668  HISTORY     - 1976     GOOD             LOCSUR
 MK0668
 MK0668                          STATION DESCRIPTION
 MK0668
 MK0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0668'0.6 MI SW FROM RALSTON.
 MK0668'0.6 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0668'RAILROAD FROM THE STATION AT RALSTON, SET VERTICALLY IN THE SOUTH
 MK0668'FACE OF THE NORTHWEST PILLAR SUPPORTING A STEEL AND CONCRETE
 MK0668'OVERPASS WHERE STATE HIGHWAY 50 PASSES OVER THE CHICAGO, BURLINGTON
 MK0668'AND QUINCY RAILROAD AND THE MISSOURI PACIFIC RAILROAD, 22 FEET
 MK0668'NORTH OF THE NORTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY
 MK0668'RAILROAD, 3.6 FEET ABOVE THE GROUND.
 MK0668
 MK0668                          STATION RECOVERY (1976)
 MK0668
 MK0668'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0554 ***********************************************************************
 MK0554  DESIGNATION -  T 303
 MK0554  PID         -  MK0554
 MK0554  STATE/COUNTY-  NE/DOUGLAS
 MK0554  COUNTRY     -  US
 MK0554  USGS QUAD   -  GRETNA (2017)
 MK0554
 MK0554                         *CURRENT SURVEY CONTROL
 MK0554  ______________________________________________________________________
 MK0554* NAD 83(1986) POSITION- 41 13 55.95   (N) 096 09 17.46   (W)   HD_HELD1
 MK0554* NAVD 88 ORTHO HEIGHT -   329.017 (meters)     1079.45  (feet) ADJUSTED
 MK0554  ______________________________________________________________________
 MK0554  GEOID HEIGHT    -        -27.183 (meters)                     GEOID18
 MK0554  DYNAMIC HEIGHT  -        328.878 (meters)     1078.99  (feet) COMP
 MK0554  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 MK0554
 MK0554  VERT ORDER      -  SECOND    CLASS 0
 MK0554
 MK0554.The horizontal coordinates were determined by differentially corrected
 MK0554.hand held GPS observations or other comparable positioning techniques
 MK0554.and have an estimated accuracy of +/- 3 meters.
 MK0554
 MK0554.The orthometric height was determined by differential leveling and
 MK0554.adjusted by the NATIONAL GEODETIC SURVEY
 MK0554.in June 1991.
 MK0554
 MK0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0554.GEOID18 height accuracy estimate available here.
 MK0554
 MK0554.Click photographs - Photos may exist for this station.
 MK0554
 MK0554.The dynamic height is computed by dividing the NAVD 88
 MK0554.geopotential number by the normal gravity value computed on the
 MK0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0554.degrees latitude (g = 980.6199 gals.).
 MK0554
 MK0554.The modeled gravity was interpolated from observed gravity values.
 MK0554
 MK0554;                    North         East    Units  Estimated Accuracy
 MK0554;SPC NE       -   162,476.0     822,161.7     MT  (+/- 3 meters HH1 GPS) 
 MK0554
 MK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3845268438(NAD 83)
 MK0554
 MK0554                          SUPERSEDED SURVEY CONTROL
 MK0554
 MK0554  NGVD 29 (??/??/92)  328.898  (m)         1079.06   (f) ADJ UNCH    2 0
 MK0554
 MK0554.Superseded values are not recommended for survey control.
 MK0554
 MK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0554.See file dsdata.pdf to determine how the superseded data were derived.
 MK0554
 MK0554_MARKER: DB = BENCH MARK DISK
 MK0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0554_SP_SET: BRIDGE
 MK0554_STAMPING: T 303 1950
 MK0554_MARK LOGO: CGS
 MK0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0554+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 MK0554
 MK0554  HISTORY     - Date     Condition        Report By
 MK0554  HISTORY     - 1950     MONUMENTED       CGS
 MK0554  HISTORY     - 1976     GOOD             LOCSUR
 MK0554  HISTORY     - 20110118 GOOD             INDIV
 MK0554  HISTORY     - 20170217 POOR             THOMDD
 MK0554
 MK0554                          STATION DESCRIPTION
 MK0554
 MK0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0554'2.2 MI NW FROM MILLARD.
 MK0554'2.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0554'STATION AT MILLARD, 0.2 MILE SOUTHEAST OF THE CROSSING OF
 MK0554'STATE HIGHWAY 38, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5
 MK0554'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 MK0554'END OF THE SOUTHEAST ABUTMENT OF BRIDGE 24.76.
 MK0554
 MK0554                          STATION RECOVERY (1976)
 MK0554
 MK0554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0554'RECOVERED IN GOOD CONDITION.
 MK0554
 MK0554                          STATION RECOVERY (2011)
 MK0554
 MK0554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0554'RECOVERED IN GOOD CONDITION.
 MK0554
 MK0554                          STATION RECOVERY (2017)
 MK0554
 MK0554'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (JAG)
 MK0554'ABUTMENT HAS BEEN DAMAGED BELOW MARK BUT STILL INTACT AT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0852 ***********************************************************************
 MK0852  DESIGNATION -  T 304
 MK0852  PID         -  MK0852
 MK0852  STATE/COUNTY-  NE/DODGE
 MK0852  COUNTRY     -  US
 MK0852  USGS QUAD   -  FREMONT EAST (2017)
 MK0852
 MK0852                         *CURRENT SURVEY CONTROL
 MK0852  ______________________________________________________________________
 MK0852* NAD 83(1986) POSITION- 41 24 55.     (N) 096 29 53.     (W)   SCALED
 MK0852* NAVD 88 ORTHO HEIGHT -   363.425 (meters)     1192.34  (feet) ADJUSTED
 MK0852  ______________________________________________________________________
 MK0852  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 MK0852  DYNAMIC HEIGHT  -        363.259 (meters)     1191.79  (feet) COMP
 MK0852  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 MK0852
 MK0852  VERT ORDER      -  SECOND    CLASS 0
 MK0852
 MK0852.The horizontal coordinates were scaled from a map and have
 MK0852.an estimated accuracy of +/- 6 seconds.
 MK0852
 MK0852.The orthometric height was determined by differential leveling and
 MK0852.adjusted by the NATIONAL GEODETIC SURVEY
 MK0852.in June 1991.
 MK0852
 MK0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0852.GEOID18 height accuracy estimate available here.
 MK0852
 MK0852.Click photographs - Photos may exist for this station.
 MK0852
 MK0852.The dynamic height is computed by dividing the NAVD 88
 MK0852.geopotential number by the normal gravity value computed on the
 MK0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0852.degrees latitude (g = 980.6199 gals.).
 MK0852
 MK0852.The modeled gravity was interpolated from observed gravity values.
 MK0852
 MK0852;                    North         East    Units  Estimated Accuracy
 MK0852;SPC NE       -   181,560.      792,600.      MT  (+/- 180 meters Scaled)
 MK0852
 MK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090878(NAD 83)
 MK0852
 MK0852                          SUPERSEDED SURVEY CONTROL
 MK0852
 MK0852  NGVD 29 (??/??/92)  363.277  (m)         1191.85   (f) ADJ UNCH    2 0
 MK0852
 MK0852.Superseded values are not recommended for survey control.
 MK0852
 MK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0852.See file dsdata.pdf to determine how the superseded data were derived.
 MK0852
 MK0852_MARKER: DB = BENCH MARK DISK
 MK0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0852_STAMPING: T 304 1950
 MK0852_MARK LOGO: CGS
 MK0852_PROJECTION: RECESSED 6 CENTIMETERS
 MK0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0852+STABILITY: SURFACE MOTION
 MK0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0852+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 MK0852
 MK0852  HISTORY     - Date     Condition        Report By
 MK0852  HISTORY     - 1950     MONUMENTED       CGS
 MK0852  HISTORY     - 20050604 GOOD             INDIV
 MK0852
 MK0852                          STATION DESCRIPTION
 MK0852
 MK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0852'AT FREMONT.
 MK0852'1.0 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE UNION PACIFIC
 MK0852'RAILROAD STATION AT FREMONT, AT THE HOME OF R.E. BELL, 51 FEET
 MK0852'WEST OF THE CENTER LINE OF MAIN STREET, 36 FEET NORTHEAST OF THE
 MK0852'NORTHEAST CORNER OF THE HOUSE, 17 FEET NORTH OF THE CENTER LINE
 MK0852'OF A PRIVATE DRIVEWAY, 3 FEET WEST OF A FENCE CORNER, 1.2 FEET
 MK0852'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0852'WITH THE GROUND.
 MK0852
 MK0852                          STATION RECOVERY (2005)
 MK0852
 MK0852'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 MK0852'FENCE HAS BEEN REMOVED AND MARKER IS NOW 0.2 FEET BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0851 ***********************************************************************
 LH0851  DESIGNATION -  T 305
 LH0851  PID         -  LH0851
 LH0851  STATE/COUNTY-  NE/DAWSON
 LH0851  COUNTRY     -  US
 LH0851  USGS QUAD   -  COZAD (2017)
 LH0851
 LH0851                         *CURRENT SURVEY CONTROL
 LH0851  ______________________________________________________________________
 LH0851* NAD 83(1986) POSITION- 40 49 48.     (N) 099 52 55.     (W)   SCALED
 LH0851* NAVD 88 ORTHO HEIGHT -   749.216 (meters)     2458.05  (feet) ADJUSTED
 LH0851  ______________________________________________________________________
 LH0851  GEOID HEIGHT    -        -23.581 (meters)                     GEOID18
 LH0851  DYNAMIC HEIGHT  -        748.775 (meters)     2456.61  (feet) COMP
 LH0851  MODELED GRAVITY -    980,011.6   (mgal)                       NAVD 88
 LH0851
 LH0851  VERT ORDER      -  SECOND    CLASS 0
 LH0851
 LH0851.The horizontal coordinates were scaled from a map and have
 LH0851.an estimated accuracy of +/- 6 seconds.
 LH0851
 LH0851.The orthometric height was determined by differential leveling and
 LH0851.adjusted by the NATIONAL GEODETIC SURVEY
 LH0851.in June 1991.
 LH0851
 LH0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0851.GEOID18 height accuracy estimate available here.
 LH0851
 LH0851.Click photographs - Photos may exist for this station.
 LH0851
 LH0851.The dynamic height is computed by dividing the NAVD 88
 LH0851.geopotential number by the normal gravity value computed on the
 LH0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0851.degrees latitude (g = 980.6199 gals.).
 LH0851
 LH0851.The modeled gravity was interpolated from observed gravity values.
 LH0851
 LH0851;                    North         East    Units  Estimated Accuracy
 LH0851;SPC NE       -   110,660.      509,960.      MT  (+/- 180 meters Scaled)
 LH0851
 LH0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML256202(NAD 83)
 LH0851
 LH0851                          SUPERSEDED SURVEY CONTROL
 LH0851
 LH0851  NGVD 29 (??/??/92)  748.915  (m)         2457.07   (f) ADJ UNCH    2 0
 LH0851
 LH0851.Superseded values are not recommended for survey control.
 LH0851
 LH0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0851.See file dsdata.pdf to determine how the superseded data were derived.
 LH0851
 LH0851_MARKER: DB = BENCH MARK DISK
 LH0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0851_STAMPING: T 805 1950
 LH0851_MARK LOGO: CGS
 LH0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0851+STABILITY: SURFACE MOTION
 LH0851
 LH0851  HISTORY     - Date     Condition        Report By
 LH0851  HISTORY     - 1950     MONUMENTED       CGS
 LH0851
 LH0851                          STATION DESCRIPTION
 LH0851
 LH0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0851'1 MI NE FROM DARR.
 LH0851'0.3 MILE EAST ALONG U.S. HIHGWAY 30 FROM THE UNION PACIFIC
 LH0851'RAILROAD STATION AT DARR, THENCE 0.75 MILE NORTH ALONG A GRAVELED
 LH0851'ROAD, 55 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0851'46 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 28
 LH0851'FEET SOUTHEAST OF A TELEPHONE POLE, 23 FEET NORTHWEST OF ANOTHER
 LH0851'TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST
 LH0851'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0851'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0389 ***********************************************************************
 ML0389  DESIGNATION -  T 306
 ML0389  PID         -  ML0389
 ML0389  STATE/COUNTY-  NE/SHERMAN
 ML0389  COUNTRY     -  US
 ML0389  USGS QUAD   -  RAVENNA (2017)
 ML0389
 ML0389                         *CURRENT SURVEY CONTROL
 ML0389  ______________________________________________________________________
 ML0389* NAD 83(1986) POSITION- 41 04 34.     (N) 098 54 02.     (W)   SCALED
 ML0389* NAVD 88 ORTHO HEIGHT -   650.173 (meters)     2133.11  (feet) ADJUSTED
 ML0389  ______________________________________________________________________
 ML0389  GEOID HEIGHT    -        -24.168 (meters)                     GEOID18
 ML0389  DYNAMIC HEIGHT  -        649.830 (meters)     2131.98  (feet) COMP
 ML0389  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 ML0389
 ML0389  VERT ORDER      -  SECOND    CLASS 0
 ML0389
 ML0389.The horizontal coordinates were scaled from a map and have
 ML0389.an estimated accuracy of +/- 6 seconds.
 ML0389
 ML0389.The orthometric height was determined by differential leveling and
 ML0389.adjusted by the NATIONAL GEODETIC SURVEY
 ML0389.in June 1991.
 ML0389
 ML0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0389.GEOID18 height accuracy estimate available here.
 ML0389
 ML0389.Click photographs - Photos may exist for this station.
 ML0389
 ML0389.The dynamic height is computed by dividing the NAVD 88
 ML0389.geopotential number by the normal gravity value computed on the
 ML0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0389.degrees latitude (g = 980.6199 gals.).
 ML0389
 ML0389.The modeled gravity was interpolated from observed gravity values.
 ML0389
 ML0389;                    North         East    Units  Estimated Accuracy
 ML0389;SPC NE       -   138,570.      592,360.      MT  (+/- 180 meters Scaled)
 ML0389
 ML0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083472(NAD 83)
 ML0389
 ML0389                          SUPERSEDED SURVEY CONTROL
 ML0389
 ML0389  NGVD 29 (??/??/92)  649.928  (m)         2132.31   (f) ADJ UNCH    2 0
 ML0389
 ML0389.Superseded values are not recommended for survey control.
 ML0389
 ML0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0389.See file dsdata.pdf to determine how the superseded data were derived.
 ML0389
 ML0389_MARKER: DB = BENCH MARK DISK
 ML0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0389_STAMPING: T 306 1950
 ML0389_MARK LOGO: CGS
 ML0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0389+STABILITY: SURFACE MOTION
 ML0389
 ML0389  HISTORY     - Date     Condition        Report By
 ML0389  HISTORY     - 1950     MONUMENTED       CGS
 ML0389  HISTORY     - 19950606 GOOD             NGS
 ML0389
 ML0389                          STATION DESCRIPTION
 ML0389
 ML0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0389'4 MI N FROM RAVENNA.
 ML0389'4.0 MILES NORTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 ML0389'RAVENNA, AT A ROAD INTERSECTION, ON THE OUTSIDE OF A CURVE IN
 ML0389'THE HIGHWAY, 149 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ML0389'93 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 58
 ML0389'FEET SOUTH OF THE CENTER OF A GATE, 21 FEET EAST OF THE CENTER
 ML0389'LINE OF A ROAD LEADING NORTH, 56 FEET NORTH OF A FENCE CORNER,
 ML0389'1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 ML0389'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0389'GROUND.
 ML0389
 ML0389                          STATION RECOVERY (1995)
 ML0389
 ML0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0389'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1609 ***********************************************************************
 MK1609  DESIGNATION -  T 307
 MK1609  PID         -  MK1609
 MK1609  STATE/COUNTY-  NE/NANCE
 MK1609  COUNTRY     -  US
 MK1609  USGS QUAD   -  FULLERTON (2017)
 MK1609
 MK1609                         *CURRENT SURVEY CONTROL
 MK1609  ______________________________________________________________________
 MK1609* NAD 83(1986) POSITION- 41 21 55.     (N) 097 55 37.     (W)   SCALED
 MK1609* NAVD 88 ORTHO HEIGHT -   492.190 (meters)     1614.79  (feet) ADJUSTED
 MK1609  ______________________________________________________________________
 MK1609  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 MK1609  DYNAMIC HEIGHT  -        491.963 (meters)     1614.05  (feet) COMP
 MK1609  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 MK1609
 MK1609  VERT ORDER      -  SECOND    CLASS 0
 MK1609
 MK1609.The horizontal coordinates were scaled from a map and have
 MK1609.an estimated accuracy of +/- 6 seconds.
 MK1609
 MK1609.The orthometric height was determined by differential leveling and
 MK1609.adjusted by the NATIONAL GEODETIC SURVEY
 MK1609.in June 1991.
 MK1609
 MK1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1609.GEOID18 height accuracy estimate available here.
 MK1609
 MK1609.Click photographs - Photos may exist for this station.
 MK1609
 MK1609.The dynamic height is computed by dividing the NAVD 88
 MK1609.geopotential number by the normal gravity value computed on the
 MK1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1609.degrees latitude (g = 980.6199 gals.).
 MK1609
 MK1609.The modeled gravity was interpolated from observed gravity values.
 MK1609
 MK1609;                    North         East    Units  Estimated Accuracy
 MK1609;SPC NE       -   172,160.      673,380.      MT  (+/- 180 meters Scaled)
 MK1609
 MK1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL897798(NAD 83)
 MK1609
 MK1609                          SUPERSEDED SURVEY CONTROL
 MK1609
 MK1609  NGVD 29 (??/??/92)  491.973  (m)         1614.08   (f) ADJ UNCH    2 0
 MK1609
 MK1609.Superseded values are not recommended for survey control.
 MK1609
 MK1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1609.See file dsdata.pdf to determine how the superseded data were derived.
 MK1609
 MK1609_MARKER: DB = BENCH MARK DISK
 MK1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1609_STAMPING: T 307 1950
 MK1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1609+STABILITY: SURFACE MOTION
 MK1609
 MK1609  HISTORY     - Date     Condition        Report By
 MK1609  HISTORY     - 1950     MONUMENTED       CGS
 MK1609
 MK1609                          STATION DESCRIPTION
 MK1609
 MK1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1609'5.4 MI E FROM FULLERTON.
 MK1609'1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1609'FULLERTON, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1609'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 MK1609'ALONG A SAND ROAD, AT THE NORTHWEST CORNER OF THE FLIGHT AIRPORT,
 MK1609'AT A T ROAD JUNCTION, 0.15 MILE NORTHWEST OF THE HANGARS, 55 FEET
 MK1609'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET
 MK1609'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 22 FEET EAST
 MK1609'OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE, 1.7 FEET EAST OF
 MK1609'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1609'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1590 ***********************************************************************
 MK1590  DESIGNATION -  T 308
 MK1590  PID         -  MK1590
 MK1590  STATE/COUNTY-  NE/NANCE
 MK1590  COUNTRY     -  US
 MK1590  USGS QUAD   -  GENOA (2017)
 MK1590
 MK1590                         *CURRENT SURVEY CONTROL
 MK1590  ______________________________________________________________________
 MK1590* NAD 83(1986) POSITION- 41 27 51.     (N) 097 43 21.     (W)   SCALED
 MK1590* NAVD 88 ORTHO HEIGHT -   518.917 (meters)     1702.48  (feet) ADJUSTED
 MK1590  ______________________________________________________________________
 MK1590  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 MK1590  DYNAMIC HEIGHT  -        518.677 (meters)     1701.69  (feet) COMP
 MK1590  MODELED GRAVITY -    980,144.1   (mgal)                       NAVD 88
 MK1590
 MK1590  VERT ORDER      -  SECOND    CLASS 0
 MK1590
 MK1590.The horizontal coordinates were scaled from a map and have
 MK1590.an estimated accuracy of +/- 6 seconds.
 MK1590
 MK1590.The orthometric height was determined by differential leveling and
 MK1590.adjusted by the NATIONAL GEODETIC SURVEY
 MK1590.in June 1991.
 MK1590
 MK1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1590.GEOID18 height accuracy estimate available here.
 MK1590
 MK1590.Click photographs - Photos may exist for this station.
 MK1590
 MK1590.The dynamic height is computed by dividing the NAVD 88
 MK1590.geopotential number by the normal gravity value computed on the
 MK1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1590.degrees latitude (g = 980.6199 gals.).
 MK1590
 MK1590.The modeled gravity was interpolated from observed gravity values.
 MK1590
 MK1590;                    North         East    Units  Estimated Accuracy
 MK1590;SPC NE       -   183,570.      690,180.      MT  (+/- 180 meters Scaled)
 MK1590
 MK1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL066910(NAD 83)
 MK1590
 MK1590                          SUPERSEDED SURVEY CONTROL
 MK1590
 MK1590  NGVD 29 (??/??/92)  518.708  (m)         1701.79   (f) ADJ UNCH    2 0
 MK1590
 MK1590.Superseded values are not recommended for survey control.
 MK1590
 MK1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1590.See file dsdata.pdf to determine how the superseded data were derived.
 MK1590
 MK1590_MARKER: DB = BENCH MARK DISK
 MK1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1590_STAMPING: T 308 1950
 MK1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1590+STABILITY: SURFACE MOTION
 MK1590
 MK1590  HISTORY     - Date     Condition        Report By
 MK1590  HISTORY     - 1950     MONUMENTED       BOR
 MK1590  HISTORY     - 1950     GOOD             CGS
 MK1590  HISTORY     - 20080720 MARK NOT FOUND   NEDR
 MK1590
 MK1590                          STATION DESCRIPTION
 MK1590
 MK1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1590'1.4 MI NE FROM GENOA.
 MK1590'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1590'AT GENOA, ON THE SIDE OF A HILL WHICH SLOPES TO THE WEST, 185
 MK1590'FEET SOUTH OF THE CENTER OF A CATTLE UNDERPASS UNDER THE HIGHWAY,
 MK1590'66 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF
 MK1590'A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 MK1590'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1590
 MK1590                          STATION RECOVERY (2008)
 MK1590
 MK1590'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (DAK)
 MK1590'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1725 ***********************************************************************
 MK1725  DESIGNATION -  T 309
 MK1725  PID         -  MK1725
 MK1725  STATE/COUNTY-  NE/NANCE
 MK1725  COUNTRY     -  US
 MK1725  USGS QUAD   -  SAINT EDWARD (2017)
 MK1725
 MK1725                         *CURRENT SURVEY CONTROL
 MK1725  ______________________________________________________________________
 MK1725* NAD 83(1986) POSITION- 41 31 29.     (N) 097 49 35.     (W)   SCALED
 MK1725* NAVD 88 ORTHO HEIGHT -   500.832 (meters)     1643.15  (feet) ADJUSTED
 MK1725  ______________________________________________________________________
 MK1725  GEOID HEIGHT    -        -24.793 (meters)                     GEOID18
 MK1725  DYNAMIC HEIGHT  -        500.606 (meters)     1642.40  (feet) COMP
 MK1725  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 MK1725
 MK1725  VERT ORDER      -  SECOND    CLASS 0
 MK1725
 MK1725.The horizontal coordinates were scaled from a map and have
 MK1725.an estimated accuracy of +/- 6 seconds.
 MK1725
 MK1725.The orthometric height was determined by differential leveling and
 MK1725.adjusted by the NATIONAL GEODETIC SURVEY
 MK1725.in June 1991.
 MK1725
 MK1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1725.GEOID18 height accuracy estimate available here.
 MK1725
 MK1725.Click photographs - Photos may exist for this station.
 MK1725
 MK1725.The dynamic height is computed by dividing the NAVD 88
 MK1725.geopotential number by the normal gravity value computed on the
 MK1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1725.degrees latitude (g = 980.6199 gals.).
 MK1725
 MK1725.The modeled gravity was interpolated from observed gravity values.
 MK1725
 MK1725;                    North         East    Units  Estimated Accuracy
 MK1725;SPC NE       -   190,070.      681,340.      MT  (+/- 180 meters Scaled)
 MK1725
 MK1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL979976(NAD 83)
 MK1725
 MK1725                          SUPERSEDED SURVEY CONTROL
 MK1725
 MK1725  NGVD 29 (??/??/92)  500.623  (m)         1642.46   (f) ADJ UNCH    2 0
 MK1725
 MK1725.Superseded values are not recommended for survey control.
 MK1725
 MK1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1725.See file dsdata.pdf to determine how the superseded data were derived.
 MK1725
 MK1725_MARKER: DB = BENCH MARK DISK
 MK1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1725_STAMPING: T 309 1950
 MK1725_MARK LOGO: CGS
 MK1725_PROJECTION: PROJECTING 9 CENTIMETERS
 MK1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1725+STABILITY: SURFACE MOTION
 MK1725
 MK1725  HISTORY     - Date     Condition        Report By
 MK1725  HISTORY     - 1950     MONUMENTED       CGS
 MK1725  HISTORY     - 20221201 MARK NOT FOUND   NEPPD
 MK1725
 MK1725                          STATION DESCRIPTION
 MK1725
 MK1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1725'4.2 MI SE FROM ST EDWARD.
 MK1725'4.15 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1725'PACIFIC RAILROAD STATION AT ST. EDWARD, AT A RAILROAD CROSSING,
 MK1725'146 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD,
 MK1725'64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHWEST
 MK1725'OF A FENCE CORNER, 40 FEET WEST OF THE CENTER OF A GATE, 1.7
 MK1725'FEET NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS
 MK1725'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1725'FOOT ABOVE THE GROUND.
 MK1725
 MK1725                          STATION RECOVERY (2022)
 MK1725
 MK1725'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1725'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0253 ***********************************************************************
 MM0253  DESIGNATION -  T 31
 MM0253  PID         -  MM0253
 MM0253  STATE/COUNTY-  NE/ARTHUR
 MM0253  COUNTRY     -  US
 MM0253  USGS QUAD   -  ARTHUR (2017)
 MM0253
 MM0253                         *CURRENT SURVEY CONTROL
 MM0253  ______________________________________________________________________
 MM0253* NAD 83(1986) POSITION- 41 34 58.     (N) 101 41 03.     (W)   SCALED
 MM0253* NAVD 88 ORTHO HEIGHT -  1117.748 (meters)     3667.14  (feet) ADJUSTED
 MM0253  ______________________________________________________________________
 MM0253  GEOID HEIGHT    -        -20.319 (meters)                     GEOID18
 MM0253  DYNAMIC HEIGHT  -       1117.066 (meters)     3664.91  (feet) COMP
 MM0253  MODELED GRAVITY -    979,973.6   (mgal)                       NAVD 88
 MM0253
 MM0253  VERT ORDER      -  SECOND    CLASS 0
 MM0253
 MM0253.The horizontal coordinates were scaled from a map and have
 MM0253.an estimated accuracy of +/- 6 seconds.
 MM0253
 MM0253.The orthometric height was determined by differential leveling and
 MM0253.adjusted by the NATIONAL GEODETIC SURVEY
 MM0253.in June 1991.
 MM0253
 MM0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0253.GEOID18 height accuracy estimate available here.
 MM0253
 MM0253.Click photographs - Photos may exist for this station.
 MM0253
 MM0253.The dynamic height is computed by dividing the NAVD 88
 MM0253.geopotential number by the normal gravity value computed on the
 MM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0253.degrees latitude (g = 980.6199 gals.).
 MM0253
 MM0253.The modeled gravity was interpolated from observed gravity values.
 MM0253
 MM0253;                    North         East    Units  Estimated Accuracy
 MM0253;SPC NE       -   195,600.      359,610.      MT  (+/- 180 meters Scaled)
 MM0253
 MM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM762069(NAD 83)
 MM0253
 MM0253                          SUPERSEDED SURVEY CONTROL
 MM0253
 MM0253  NGVD 29 (??/??/92) 1117.265  (m)         3665.56   (f) ADJ UNCH    2 0
 MM0253
 MM0253.Superseded values are not recommended for survey control.
 MM0253
 MM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0253.See file dsdata.pdf to determine how the superseded data were derived.
 MM0253
 MM0253_MARKER: DB = BENCH MARK DISK
 MM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0253_STAMPING: T 31 1934
 MM0253_MARK LOGO: CGS
 MM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0253+STABILITY: SURFACE MOTION
 MM0253
 MM0253  HISTORY     - Date     Condition        Report By
 MM0253  HISTORY     - 1934     MONUMENTED       CGS
 MM0253  HISTORY     - 1941     GOOD             CGS
 MM0253  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0253  HISTORY     - 20050926 MARK NOT FOUND   NEDR
 MM0253
 MM0253                          STATION DESCRIPTION
 MM0253
 MM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0253'1.1 MI N FROM ARTHUR.
 MM0253'1.1 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0253'COUNTY, AT THE INTERSECTION WITH THE HIGHWAY LEADING TO TRYON,
 MM0253'270 FEET EAST OF THE CENTERLINE OF HIGHWAY 61, 180 FEET
 MM0253'NORTHWEST OF THE CENTERLINE OF HIGHWAY LEADING TO TRYON AND
 MM0253'6 FEET NORTH OF SECTION LINE FENCE.  A STANDARD DISK, STAMPED
 MM0253'T 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0253
 MM0253                          STATION RECOVERY (1984)
 MM0253
 MM0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0253'MARK NOT FOUND.
 MM0253
 MM0253                          STATION RECOVERY (2005)
 MM0253
 MM0253'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0540 ***********************************************************************
 ML0540  DESIGNATION -  T 310
 ML0540  PID         -  ML0540
 ML0540  STATE/COUNTY-  NE/WHEELER
 ML0540  COUNTRY     -  US
 ML0540  USGS QUAD   -  ERICSON (2017)
 ML0540
 ML0540                         *CURRENT SURVEY CONTROL
 ML0540  ______________________________________________________________________
 ML0540* NAD 83(1986) POSITION- 41 46 11.     (N) 098 39 57.     (W)   SCALED
 ML0540* NAVD 88 ORTHO HEIGHT -   615.225 (meters)     2018.45  (feet) ADJUSTED
 ML0540  ______________________________________________________________________
 ML0540  GEOID HEIGHT    -        -24.221 (meters)                     GEOID18
 ML0540  DYNAMIC HEIGHT  -        614.933 (meters)     2017.49  (feet) COMP
 ML0540  MODELED GRAVITY -    980,128.0   (mgal)                       NAVD 88
 ML0540
 ML0540  VERT ORDER      -  SECOND    CLASS 0
 ML0540
 ML0540.The horizontal coordinates were scaled from a map and have
 ML0540.an estimated accuracy of +/- 6 seconds.
 ML0540
 ML0540.The orthometric height was determined by differential leveling and
 ML0540.adjusted by the NATIONAL GEODETIC SURVEY
 ML0540.in June 1991.
 ML0540
 ML0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0540.GEOID18 height accuracy estimate available here.
 ML0540
 ML0540.Click photographs - Photos may exist for this station.
 ML0540
 ML0540.The dynamic height is computed by dividing the NAVD 88
 ML0540.geopotential number by the normal gravity value computed on the
 ML0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0540.degrees latitude (g = 980.6199 gals.).
 ML0540
 ML0540.The modeled gravity was interpolated from observed gravity values.
 ML0540
 ML0540;                    North         East    Units  Estimated Accuracy
 ML0540;SPC NE       -   215,850.      610,890.      MT  (+/- 180 meters Scaled)
 ML0540
 ML0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM277242(NAD 83)
 ML0540
 ML0540                          SUPERSEDED SURVEY CONTROL
 ML0540
 ML0540  NGVD 29 (??/??/92)  614.981  (m)         2017.65   (f) ADJ UNCH    2 0
 ML0540
 ML0540.Superseded values are not recommended for survey control.
 ML0540
 ML0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0540.See file dsdata.pdf to determine how the superseded data were derived.
 ML0540
 ML0540_MARKER: DB = BENCH MARK DISK
 ML0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0540_STAMPING: T 310 1950
 ML0540_MARK LOGO: CGS
 ML0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0540+STABILITY: SURFACE MOTION
 ML0540
 ML0540  HISTORY     - Date     Condition        Report By
 ML0540  HISTORY     - 1950     MONUMENTED       CGS
 ML0540
 ML0540                          STATION DESCRIPTION
 ML0540
 ML0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0540'1.1 MI SE FROM ERICSON.
 ML0540'1.1 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0540'BANK AT ERICSON, 0.1 MILE WEST OF A ROAD JUNCTION, 42 FEET
 ML0540'SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET WEST OF THE CENTER
 ML0540'LINE OF A PRIVATE ROAD, 125 FEET NORTH OF A WHITE HOUSE, 10 FEET
 ML0540'NORTHWEST OF THE CENTER OF A GATE, 1.4 FEET SOUTHWEST OF A
 ML0540'FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0540'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1684 ***********************************************************************
 MK1684  DESIGNATION -  T 311
 MK1684  PID         -  MK1684
 MK1684  STATE/COUNTY-  NE/ANTELOPE
 MK1684  COUNTRY     -  US
 MK1684  USGS QUAD   -  CLOSTER NE (2017)
 MK1684
 MK1684                         *CURRENT SURVEY CONTROL
 MK1684  ______________________________________________________________________
 MK1684* NAD 83(1986) POSITION- 41 56 44.     (N) 097 50 00.     (W)   SCALED
 MK1684* NAVD 88 ORTHO HEIGHT -   556.494 (meters)     1825.76  (feet) ADJUSTED
 MK1684  ______________________________________________________________________
 MK1684  GEOID HEIGHT    -        -24.494 (meters)                     GEOID18
 MK1684  DYNAMIC HEIGHT  -        556.264 (meters)     1825.01  (feet) COMP
 MK1684  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 MK1684
 MK1684  VERT ORDER      -  SECOND    CLASS 0
 MK1684
 MK1684.The horizontal coordinates were scaled from a map and have
 MK1684.an estimated accuracy of +/- 6 seconds.
 MK1684
 MK1684.The orthometric height was determined by differential leveling and
 MK1684.adjusted by the NATIONAL GEODETIC SURVEY
 MK1684.in June 1991.
 MK1684
 MK1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1684.GEOID18 height accuracy estimate available here.
 MK1684
 MK1684.Click photographs - Photos may exist for this station.
 MK1684
 MK1684.The dynamic height is computed by dividing the NAVD 88
 MK1684.geopotential number by the normal gravity value computed on the
 MK1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1684.degrees latitude (g = 980.6199 gals.).
 MK1684
 MK1684.The modeled gravity was interpolated from observed gravity values.
 MK1684
 MK1684;                    North         East    Units  Estimated Accuracy
 MK1684;SPC NE       -   236,760.      679,590.      MT  (+/- 180 meters Scaled)
 MK1684
 MK1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967443(NAD 83)
 MK1684
 MK1684                          SUPERSEDED SURVEY CONTROL
 MK1684
 MK1684  NGVD 29 (??/??/92)  556.279  (m)         1825.06   (f) ADJ UNCH    2 0
 MK1684
 MK1684.Superseded values are not recommended for survey control.
 MK1684
 MK1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1684.See file dsdata.pdf to determine how the superseded data were derived.
 MK1684
 MK1684_MARKER: DB = BENCH MARK DISK
 MK1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1684_STAMPING: T 311 1950
 MK1684_MARK LOGO: CGS
 MK1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1684+STABILITY: SURFACE MOTION
 MK1684
 MK1684  HISTORY     - Date     Condition        Report By
 MK1684  HISTORY     - 1950     MONUMENTED       CGS
 MK1684  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1684
 MK1684                          STATION DESCRIPTION
 MK1684
 MK1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1684'7 MI S FROM TILDEN.
 MK1684'7.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK1684'TILDEN, AT A ROAD INTERSECTION, 72 FEET NORTHEAST OF THE NORTHEAST
 MK1684'CORNER OF THE MORNING STAR BRETHREN CHURCH, 44 FEET WEST OF THE
 MK1684'CENTER LINE OF A NORTH AND SOUTH ROAD, 41 FEET SOUTH OF THE CENTER
 MK1684'LINE OF AN EAST AND WEST ROAD, 6 FEET SOUTHWEST OF A TELEPHONE
 MK1684'POLE, 1.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1684'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1684
 MK1684                          STATION RECOVERY (2009)
 MK1684
 MK1684'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1684'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0110 ***********************************************************************
 ML0110  DESIGNATION -  T 312
 ML0110  PID         -  ML0110
 ML0110  STATE/COUNTY-  NE/BOONE
 ML0110  COUNTRY     -  US
 ML0110  USGS QUAD   -  PETERSBURG (2017)
 ML0110
 ML0110                         *CURRENT SURVEY CONTROL
 ML0110  ______________________________________________________________________
 ML0110* NAD 83(1986) POSITION- 41 45 49.     (N) 098 06 14.     (W)   SCALED
 ML0110* NAVD 88 ORTHO HEIGHT -   566.449 (meters)     1858.42  (feet) ADJUSTED
 ML0110  ______________________________________________________________________
 ML0110  GEOID HEIGHT    -        -24.447 (meters)                     GEOID18
 ML0110  DYNAMIC HEIGHT  -        566.196 (meters)     1857.59  (feet) COMP
 ML0110  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 ML0110
 ML0110  VERT ORDER      -  SECOND    CLASS 0
 ML0110
 ML0110.The horizontal coordinates were scaled from a map and have
 ML0110.an estimated accuracy of +/- 6 seconds.
 ML0110
 ML0110.The orthometric height was determined by differential leveling and
 ML0110.adjusted by the NATIONAL GEODETIC SURVEY
 ML0110.in June 1991.
 ML0110
 ML0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0110.GEOID18 height accuracy estimate available here.
 ML0110
 ML0110.Click photographs - Photos may exist for this station.
 ML0110
 ML0110.The dynamic height is computed by dividing the NAVD 88
 ML0110.geopotential number by the normal gravity value computed on the
 ML0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0110.degrees latitude (g = 980.6199 gals.).
 ML0110
 ML0110.The modeled gravity was interpolated from observed gravity values.
 ML0110
 ML0110;                    North         East    Units  Estimated Accuracy
 ML0110;SPC NE       -   216,040.      657,610.      MT  (+/- 180 meters Scaled)
 ML0110
 ML0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM744239(NAD 83)
 ML0110
 ML0110                          SUPERSEDED SURVEY CONTROL
 ML0110
 ML0110  NGVD 29 (??/??/92)  566.215  (m)         1857.66   (f) ADJ UNCH    2 0
 ML0110
 ML0110.Superseded values are not recommended for survey control.
 ML0110
 ML0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0110.See file dsdata.pdf to determine how the superseded data were derived.
 ML0110
 ML0110_MARKER: DB = BENCH MARK DISK
 ML0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0110_STAMPING: T 312 1950
 ML0110_MARK LOGO: CGS
 ML0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0110+STABILITY: SURFACE MOTION
 ML0110
 ML0110  HISTORY     - Date     Condition        Report By
 ML0110  HISTORY     - 1950     MONUMENTED       CGS
 ML0110  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 ML0110
 ML0110                          STATION DESCRIPTION
 ML0110
 ML0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0110'1.2 MI W FROM LORETTO.
 ML0110'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0110'LORETTO, AT A T ROAD JUNCTION, AT THE NORTHEAST CORNER OF AN EAST
 ML0110'AND WEST WINDBREAK, 49 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0110'AND SOUTH ROAD, 16 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 ML0110'ROAD LEADING EAST, 19 FEET SOUTHWEST OF THE CENTER OF A GATE, 1.3
 ML0110'FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN
 ML0110'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0110'GROUND.
 ML0110
 ML0110                          STATION RECOVERY (1981)
 ML0110
 ML0110'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 ML0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0100 ***********************************************************************
 ML0100  DESIGNATION -  T 313
 ML0100  PID         -  ML0100
 ML0100  STATE/COUNTY-  NE/BOONE
 ML0100  COUNTRY     -  US
 ML0100  USGS QUAD   -  MUD CREEK (2017)
 ML0100
 ML0100                         *CURRENT SURVEY CONTROL
 ML0100  ______________________________________________________________________
 ML0100* NAD 83(1986) POSITION- 41 47 06.     (N) 098 16 41.     (W)   SCALED
 ML0100* NAVD 88 ORTHO HEIGHT -   644.631 (meters)     2114.93  (feet) ADJUSTED
 ML0100  ______________________________________________________________________
 ML0100  GEOID HEIGHT    -        -24.419 (meters)                     GEOID18
 ML0100  DYNAMIC HEIGHT  -        644.336 (meters)     2113.96  (feet) COMP
 ML0100  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 ML0100
 ML0100  VERT ORDER      -  SECOND    CLASS 0
 ML0100
 ML0100.The horizontal coordinates were scaled from a map and have
 ML0100.an estimated accuracy of +/- 6 seconds.
 ML0100
 ML0100.The orthometric height was determined by differential leveling and
 ML0100.adjusted by the NATIONAL GEODETIC SURVEY
 ML0100.in June 1991.
 ML0100
 ML0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0100.GEOID18 height accuracy estimate available here.
 ML0100
 ML0100.Click photographs - Photos may exist for this station.
 ML0100
 ML0100.The dynamic height is computed by dividing the NAVD 88
 ML0100.geopotential number by the normal gravity value computed on the
 ML0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0100.degrees latitude (g = 980.6199 gals.).
 ML0100
 ML0100.The modeled gravity was interpolated from observed gravity values.
 ML0100
 ML0100;                    North         East    Units  Estimated Accuracy
 ML0100;SPC NE       -   218,110.      643,090.      MT  (+/- 180 meters Scaled)
 ML0100
 ML0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM599261(NAD 83)
 ML0100
 ML0100                          SUPERSEDED SURVEY CONTROL
 ML0100
 ML0100  NGVD 29 (??/??/92)  644.392  (m)         2114.14   (f) ADJ UNCH    2 0
 ML0100
 ML0100.Superseded values are not recommended for survey control.
 ML0100
 ML0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0100.See file dsdata.pdf to determine how the superseded data were derived.
 ML0100
 ML0100_MARKER: DB = BENCH MARK DISK
 ML0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0100_STAMPING: T 313 1950
 ML0100_MARK LOGO: CGS
 ML0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0100+STABILITY: SURFACE MOTION
 ML0100
 ML0100  HISTORY     - Date     Condition        Report By
 ML0100  HISTORY     - 1950     MONUMENTED       CGS
 ML0100
 ML0100                          STATION DESCRIPTION
 ML0100
 ML0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0100'11.5 MI NE FROM SPALDING.
 ML0100'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0100'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 4.9 MILES EAST
 ML0100'ALONG A SAND ROAD, AT A ROAD INTERSECTION, 109 FEET NORTH OF THE
 ML0100'CENTER LINE OF AN EAST AND WEST ROAD, 84 FEET NORTH OF A FENCE
 ML0100'CORNER, 25 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 ML0100'ROAD, 1.7 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 ML0100'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0100'THE GROUND.  THIS MARK IS 1.0 MILE NORTH OF BENCH MARK C 313.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0982 ***********************************************************************
 ML0982  DESIGNATION -  T 314
 ML0982  PID         -  ML0982
 ML0982  STATE/COUNTY-  NE/BLAINE
 ML0982  COUNTRY     -  US
 ML0982  USGS QUAD   -  BREWSTER SE (2017)
 ML0982
 ML0982                         *CURRENT SURVEY CONTROL
 ML0982  ______________________________________________________________________
 ML0982* NAD 83(1986) POSITION- 41 51 21.     (N) 099 49 13.     (W)   SCALED
 ML0982* NAVD 88 ORTHO HEIGHT -   797.039 (meters)     2614.95  (feet) ADJUSTED
 ML0982  ______________________________________________________________________
 ML0982  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 ML0982  DYNAMIC HEIGHT  -        796.649 (meters)     2613.67  (feet) COMP
 ML0982  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 ML0982
 ML0982  VERT ORDER      -  SECOND    CLASS 0
 ML0982
 ML0982.The horizontal coordinates were scaled from a map and have
 ML0982.an estimated accuracy of +/- 6 seconds.
 ML0982
 ML0982.The orthometric height was determined by differential leveling and
 ML0982.adjusted by the NATIONAL GEODETIC SURVEY
 ML0982.in June 1991.
 ML0982
 ML0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0982.GEOID18 height accuracy estimate available here.
 ML0982
 ML0982.Click photographs - Photos may exist for this station.
 ML0982
 ML0982.The dynamic height is computed by dividing the NAVD 88
 ML0982.geopotential number by the normal gravity value computed on the
 ML0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0982.degrees latitude (g = 980.6199 gals.).
 ML0982
 ML0982.The modeled gravity was interpolated from observed gravity values.
 ML0982
 ML0982;                    North         East    Units  Estimated Accuracy
 ML0982;SPC NE       -   224,570.      514,920.      MT  (+/- 180 meters Scaled)
 ML0982
 ML0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM319340(NAD 83)
 ML0982
 ML0982                          SUPERSEDED SURVEY CONTROL
 ML0982
 ML0982  NGVD 29 (??/??/92)  796.758  (m)         2614.03   (f) ADJ UNCH    2 0
 ML0982
 ML0982.Superseded values are not recommended for survey control.
 ML0982
 ML0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0982.See file dsdata.pdf to determine how the superseded data were derived.
 ML0982
 ML0982_MARKER: DB = BENCH MARK DISK
 ML0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0982_STAMPING: T 314 1950
 ML0982_MARK LOGO: CGS
 ML0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0982+STABILITY: SURFACE MOTION
 ML0982
 ML0982  HISTORY     - Date     Condition        Report By
 ML0982  HISTORY     - 1950     MONUMENTED       CGS
 ML0982
 ML0982                          STATION DESCRIPTION
 ML0982
 ML0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0982'14.3 MI NW FROM MILBURN.
 ML0982'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0982'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0982'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE 1.1
 ML0982'MILES EAST ALONG A SAND ROAD, AT THE TOP OF A HILL, 0.4 MILE EAST
 ML0982'OF A FARMHOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 22 FEET
 ML0982'SOUTH OF THE CENTER LINE OF THE MOST SOUTHERLY ONE OF TWO ROADS,
 ML0982'1 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET
 ML0982'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 ML0982'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0867 ***********************************************************************
 LH0867  DESIGNATION -  T 315
 LH0867  PID         -  LH0867
 LH0867  STATE/COUNTY-  NE/DAWSON
 LH0867  COUNTRY     -  US
 LH0867  USGS QUAD   -  LEXINGTON NW (2017)
 LH0867
 LH0867                         *CURRENT SURVEY CONTROL
 LH0867  ______________________________________________________________________
 LH0867* NAD 83(1986) POSITION- 40 59 19.     (N) 099 37 29.     (W)   SCALED
 LH0867* NAVD 88 ORTHO HEIGHT -   740.908 (meters)     2430.80  (feet) ADJUSTED
 LH0867  ______________________________________________________________________
 LH0867  GEOID HEIGHT    -        -23.537 (meters)                     GEOID18
 LH0867  DYNAMIC HEIGHT  -        740.488 (meters)     2429.42  (feet) COMP
 LH0867  MODELED GRAVITY -    980,032.2   (mgal)                       NAVD 88
 LH0867
 LH0867  VERT ORDER      -  SECOND    CLASS 0
 LH0867
 LH0867.The horizontal coordinates were scaled from a map and have
 LH0867.an estimated accuracy of +/- 6 seconds.
 LH0867
 LH0867.The orthometric height was determined by differential leveling and
 LH0867.adjusted by the NATIONAL GEODETIC SURVEY
 LH0867.in June 1991.
 LH0867
 LH0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0867.GEOID18 height accuracy estimate available here.
 LH0867
 LH0867.Click photographs - Photos may exist for this station.
 LH0867
 LH0867.The dynamic height is computed by dividing the NAVD 88
 LH0867.geopotential number by the normal gravity value computed on the
 LH0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0867.degrees latitude (g = 980.6199 gals.).
 LH0867
 LH0867.The modeled gravity was interpolated from observed gravity values.
 LH0867
 LH0867;                    North         East    Units  Estimated Accuracy
 LH0867;SPC NE       -   128,340.      531,570.      MT  (+/- 180 meters Scaled)
 LH0867
 LH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML474376(NAD 83)
 LH0867
 LH0867                          SUPERSEDED SURVEY CONTROL
 LH0867
 LH0867  NGVD 29 (??/??/92)  740.631  (m)         2429.89   (f) ADJ UNCH    2 0
 LH0867
 LH0867.Superseded values are not recommended for survey control.
 LH0867
 LH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0867.See file dsdata.pdf to determine how the superseded data were derived.
 LH0867
 LH0867_MARKER: DB = BENCH MARK DISK
 LH0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0867_STAMPING: T 315 1950
 LH0867_MARK LOGO: CGS
 LH0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0867+STABILITY: SURFACE MOTION
 LH0867
 LH0867  HISTORY     - Date     Condition        Report By
 LH0867  HISTORY     - 1950     MONUMENTED       CGS
 LH0867
 LH0867                          STATION DESCRIPTION
 LH0867
 LH0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0867'1.6 MI S FROM EDDYVILLE.
 LH0867'1.6 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 LH0867'EDDYVILLE, AT A ROAD INTERSECTION, 127 FEET SOUTHWEST OF THE
 LH0867'CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF THE CENTER LINE OF
 LH0867'A DIRT ROAD LEADING WEST, 53 FEET EAST OF THE CENTER LINE OF A
 LH0867'DIRT ROAD LEADING SOUTH, 18 FEET EAST OF A POWER POLE, 2 FEET
 LH0867'EAST OF A WITNESS POST, SE IN THE TOP OF A CONCRETE POST WHICH
 LH0867'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0839 ***********************************************************************
 ML0839  DESIGNATION -  T 316
 ML0839  PID         -  ML0839
 ML0839  STATE/COUNTY-  NE/CUSTER
 ML0839  COUNTRY     -  US
 ML0839  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0839
 ML0839                         *CURRENT SURVEY CONTROL
 ML0839  ______________________________________________________________________
 ML0839* NAD 83(1986) POSITION- 41 07 06.     (N) 099 44 17.     (W)   SCALED
 ML0839* NAVD 88 ORTHO HEIGHT -   776.008 (meters)     2545.95  (feet) ADJUSTED
 ML0839  ______________________________________________________________________
 ML0839  GEOID HEIGHT    -        -23.202 (meters)                     GEOID18
 ML0839  DYNAMIC HEIGHT  -        775.570 (meters)     2544.52  (feet) COMP
 ML0839  MODELED GRAVITY -    980,033.2   (mgal)                       NAVD 88
 ML0839
 ML0839  VERT ORDER      -  SECOND    CLASS 0
 ML0839
 ML0839.The horizontal coordinates were scaled from a map and have
 ML0839.an estimated accuracy of +/- 6 seconds.
 ML0839
 ML0839.The orthometric height was determined by differential leveling and
 ML0839.adjusted by the NATIONAL GEODETIC SURVEY
 ML0839.in June 1991.
 ML0839
 ML0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0839.GEOID18 height accuracy estimate available here.
 ML0839
 ML0839.Click photographs - Photos may exist for this station.
 ML0839
 ML0839.The dynamic height is computed by dividing the NAVD 88
 ML0839.geopotential number by the normal gravity value computed on the
 ML0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0839.degrees latitude (g = 980.6199 gals.).
 ML0839
 ML0839.The modeled gravity was interpolated from observed gravity values.
 ML0839
 ML0839;                    North         East    Units  Estimated Accuracy
 ML0839;SPC NE       -   142,700.      521,990.      MT  (+/- 180 meters Scaled)
 ML0839
 ML0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML380521(NAD 83)
 ML0839
 ML0839                          SUPERSEDED SURVEY CONTROL
 ML0839
 ML0839  NGVD 29 (??/??/92)  775.726  (m)         2545.03   (f) ADJ UNCH    2 0
 ML0839
 ML0839.Superseded values are not recommended for survey control.
 ML0839
 ML0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0839.See file dsdata.pdf to determine how the superseded data were derived.
 ML0839
 ML0839_MARKER: DB = BENCH MARK DISK
 ML0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0839_STAMPING: T 316 1950
 ML0839_MARK LOGO: CGS
 ML0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0839+STABILITY: SURFACE MOTION
 ML0839
 ML0839  HISTORY     - Date     Condition        Report By
 ML0839  HISTORY     - 1950     MONUMENTED       CGS
 ML0839  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 ML0839
 ML0839                          STATION DESCRIPTION
 ML0839
 ML0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0839'2 MI SE FROM OCONTO.
 ML0839'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION
 ML0839'PACIFIC RAILROAD STATION AT OCONTO, AT A ROAD INTERSECTION,
 ML0839'205 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY
 ML0839'WHITE FARMHOUSE, 69 FEET SOUTHEAST OF THE CENTER LINE OF A
 ML0839'FARM ROAD LEADING WEST, 31 FEET SOUTHWEST OF THE CENTER
 ML0839'LINE OF THE HIGHWAY, 28 FEET SOUTHEAST OF A POWER POLE, 1.6
 ML0839'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0839'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0839
 ML0839                          STATION RECOVERY (1983)
 ML0839
 ML0839'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0839'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0840 ***********************************************************************
 ML0840  DESIGNATION -  T 316 RESET
 ML0840  PID         -  ML0840
 ML0840  STATE/COUNTY-  NE/CUSTER
 ML0840  COUNTRY     -  US
 ML0840  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0840
 ML0840                         *CURRENT SURVEY CONTROL
 ML0840  ______________________________________________________________________
 ML0840* NAD 83(1986) POSITION- 41 07 06.     (N) 099 44 17.     (W)   SCALED
 ML0840* NAVD 88 ORTHO HEIGHT -   774.97  (meters)     2542.5   (feet) RESET
 ML0840  ______________________________________________________________________
 ML0840  GEOID HEIGHT    -        -23.202 (meters)                     GEOID18
 ML0840  VERT ORDER      -  THIRD
 ML0840
 ML0840.The horizontal coordinates were scaled from a map and have
 ML0840.an estimated accuracy of +/- 6 seconds.
 ML0840
 ML0840.The orthometric height was computed from unverified reset data.
 ML0840
 ML0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0840.GEOID18 height accuracy estimate available here.
 ML0840
 ML0840.Click photographs - Photos may exist for this station.
 ML0840
 ML0840;                    North         East    Units  Estimated Accuracy
 ML0840;SPC NE       -   142,700.      521,990.      MT  (+/- 180 meters Scaled)
 ML0840
 ML0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML380521(NAD 83)
 ML0840
 ML0840                          SUPERSEDED SURVEY CONTROL
 ML0840
 ML0840.No superseded survey control is available for this station.
 ML0840
 ML0840_MARKER: DB = BENCH MARK DISK
 ML0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0840_STAMPING: T 316 RESET 1969
 ML0840_MARK LOGO: CGS
 ML0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0840+STABILITY: SURFACE MOTION
 ML0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0840+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 ML0840
 ML0840  HISTORY     - Date     Condition        Report By
 ML0840  HISTORY     - 1969     MONUMENTED       LOCENG
 ML0840  HISTORY     - 20120607 GOOD             NEDR
 ML0840
 ML0840                          STATION DESCRIPTION
 ML0840
 ML0840'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 ML0840'1.7 MI SE FROM OCONTO.
 ML0840'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 ML0840'OF STATE HIGHWAYS 40 AND 21 NEAR OCONTO, 60 FEET NORTHEAST OF THE
 ML0840'CENTER LINE OF THE HIGHWAY AND 1 FOOT FROM A WHITE REFERENCE
 ML0840'POST.  BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
 ML0840
 ML0840                          STATION RECOVERY (2012)
 ML0840
 ML0840'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0816 ***********************************************************************
 ML0816  DESIGNATION -  T 317
 ML0816  PID         -  ML0816
 ML0816  STATE/COUNTY-  NE/CUSTER
 ML0816  COUNTRY     -  US
 ML0816  USGS QUAD   -  CALLAWAY (2017)
 ML0816
 ML0816                         *CURRENT SURVEY CONTROL
 ML0816  ______________________________________________________________________
 ML0816* NAD 83(1986) POSITION- 41 18 48.     (N) 099 55 52.     (W)   SCALED
 ML0816* NAVD 88 ORTHO HEIGHT -   792.373 (meters)     2599.64  (feet) ADJUSTED
 ML0816  ______________________________________________________________________
 ML0816  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 ML0816  DYNAMIC HEIGHT  -        791.945 (meters)     2598.24  (feet) COMP
 ML0816  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 ML0816
 ML0816  VERT ORDER      -  SECOND    CLASS 0
 ML0816
 ML0816.The horizontal coordinates were scaled from a map and have
 ML0816.an estimated accuracy of +/- 6 seconds.
 ML0816
 ML0816.The orthometric height was determined by differential leveling and
 ML0816.adjusted by the NATIONAL GEODETIC SURVEY
 ML0816.in June 1991.
 ML0816
 ML0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0816.GEOID18 height accuracy estimate available here.
 ML0816
 ML0816.Click photographs - Photos may exist for this station.
 ML0816
 ML0816.The dynamic height is computed by dividing the NAVD 88
 ML0816.geopotential number by the normal gravity value computed on the
 ML0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0816.degrees latitude (g = 980.6199 gals.).
 ML0816
 ML0816.The modeled gravity was interpolated from observed gravity values.
 ML0816
 ML0816;                    North         East    Units  Estimated Accuracy
 ML0816;SPC NE       -   164,320.      505,770.      MT  (+/- 180 meters Scaled)
 ML0816
 ML0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML220739(NAD 83)
 ML0816
 ML0816                          SUPERSEDED SURVEY CONTROL
 ML0816
 ML0816  NGVD 29 (??/??/92)  792.125  (m)         2598.83   (f) ADJ UNCH    2 0
 ML0816
 ML0816.Superseded values are not recommended for survey control.
 ML0816
 ML0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0816.See file dsdata.pdf to determine how the superseded data were derived.
 ML0816
 ML0816_MARKER: DB = BENCH MARK DISK
 ML0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0816_STAMPING: T 317 1950
 ML0816_MARK LOGO: CGS
 ML0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0816+STABILITY: SURFACE MOTION
 ML0816
 ML0816  HISTORY     - Date     Condition        Report By
 ML0816  HISTORY     - 1950     MONUMENTED       CGS
 ML0816
 ML0816                          STATION DESCRIPTION
 ML0816
 ML0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0816'1.9 MI NW FROM CALLAWAY.
 ML0816'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0816'THE UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES
 ML0816'NORTH ALONG A GRAVELED ROAD, AT A THREE FORKED ROAD JUNCTION,
 ML0816'87 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD LEADING
 ML0816'NORTHWEST, 88 FEET SOUTH OF A WIRE FENCE, 34 FEET WEST OF THE
 ML0816'CENTER LINE OF A DIRT ROAD LEADING NORTH, 27 FEET NORTH OF A
 ML0816'LONE 10 INCH COTTONWOOD TREE, 1.4 FEET SOUTH OF A REFERENCE
 ML0816'POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING
 ML0816'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0893 ***********************************************************************
 ML0893  DESIGNATION -  T 318
 ML0893  PID         -  ML0893
 ML0893  STATE/COUNTY-  NE/CUSTER
 ML0893  COUNTRY     -  US
 ML0893  USGS QUAD   -  WALWORTH (2017)
 ML0893
 ML0893                         *CURRENT SURVEY CONTROL
 ML0893  ______________________________________________________________________
 ML0893* NAD 83(1986) POSITION- 41 39 17.     (N) 099 32 48.     (W)   SCALED
 ML0893* NAVD 88 ORTHO HEIGHT -   729.330 (meters)     2392.81  (feet) ADJUSTED
 ML0893  ______________________________________________________________________
 ML0893  GEOID HEIGHT    -        -22.911 (meters)                     GEOID18
 ML0893  DYNAMIC HEIGHT  -        728.960 (meters)     2391.60  (feet) COMP
 ML0893  MODELED GRAVITY -    980,091.4   (mgal)                       NAVD 88
 ML0893
 ML0893  VERT ORDER      -  SECOND    CLASS 0
 ML0893
 ML0893.The horizontal coordinates were scaled from a map and have
 ML0893.an estimated accuracy of +/- 6 seconds.
 ML0893
 ML0893.The orthometric height was determined by differential leveling and
 ML0893.adjusted by the NATIONAL GEODETIC SURVEY
 ML0893.in June 1991.
 ML0893
 ML0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0893.GEOID18 height accuracy estimate available here.
 ML0893
 ML0893.Click photographs - Photos may exist for this station.
 ML0893
 ML0893.The dynamic height is computed by dividing the NAVD 88
 ML0893.geopotential number by the normal gravity value computed on the
 ML0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0893.degrees latitude (g = 980.6199 gals.).
 ML0893
 ML0893.The modeled gravity was interpolated from observed gravity values.
 ML0893
 ML0893;                    North         East    Units  Estimated Accuracy
 ML0893;SPC NE       -   202,320.      537,750.      MT  (+/- 180 meters Scaled)
 ML0893
 ML0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM544115(NAD 83)
 ML0893
 ML0893                          SUPERSEDED SURVEY CONTROL
 ML0893
 ML0893  NGVD 29 (??/??/92)  729.060  (m)         2391.92   (f) ADJ UNCH    2 0
 ML0893
 ML0893.Superseded values are not recommended for survey control.
 ML0893
 ML0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0893.See file dsdata.pdf to determine how the superseded data were derived.
 ML0893
 ML0893_MARKER: DD = SURVEY DISK
 ML0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0893_STAMPING: T 318 1950
 ML0893_MARK LOGO: CGS
 ML0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0893+STABILITY: SURFACE MOTION
 ML0893
 ML0893  HISTORY     - Date     Condition        Report By
 ML0893  HISTORY     - 1950     MONUMENTED       CGS
 ML0893  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0893
 ML0893                          STATION DESCRIPTION
 ML0893
 ML0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0893'5.5 MI NE FROM GATES.
 ML0893'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0893'GATES, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.4
 ML0893'MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF A NORTH AND SOUTH
 ML0893'FARM ROAD, 49 FEET EAST OF THE CENTER OF AN ENTRANCE TO AN
 ML0893'ALFALFA FIELD, 45 FEET WEST OF A TELEPHONE POLE, 29 FEET NORTH
 ML0893'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 1.4 FEET NORTH OF
 ML0893'A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0893'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0893
 ML0893                          STATION RECOVERY (1984)
 ML0893
 ML0893'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0893'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0988 ***********************************************************************
 ML0988  DESIGNATION -  T 319
 ML0988  PID         -  ML0988
 ML0988  STATE/COUNTY-  NE/LOUP
 ML0988  COUNTRY     -  US
 ML0988  USGS QUAD   -  ALMERIA SW (2017)
 ML0988
 ML0988                         *CURRENT SURVEY CONTROL
 ML0988  ______________________________________________________________________
 ML0988* NAD 83(1986) POSITION- 41 49 45.     (N) 099 38 40.     (W)   SCALED
 ML0988* NAVD 88 ORTHO HEIGHT -   764.967 (meters)     2509.73  (feet) ADJUSTED
 ML0988  ______________________________________________________________________
 ML0988  GEOID HEIGHT    -        -22.689 (meters)                     GEOID18
 ML0988  DYNAMIC HEIGHT  -        764.592 (meters)     2508.50  (feet) COMP
 ML0988  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 ML0988
 ML0988  VERT ORDER      -  SECOND    CLASS 0
 ML0988
 ML0988.The horizontal coordinates were scaled from a map and have
 ML0988.an estimated accuracy of +/- 6 seconds.
 ML0988
 ML0988.The orthometric height was determined by differential leveling and
 ML0988.adjusted by the NATIONAL GEODETIC SURVEY
 ML0988.in June 1991.
 ML0988
 ML0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0988.GEOID18 height accuracy estimate available here.
 ML0988
 ML0988.Click photographs - Photos may exist for this station.
 ML0988
 ML0988.The dynamic height is computed by dividing the NAVD 88
 ML0988.geopotential number by the normal gravity value computed on the
 ML0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0988.degrees latitude (g = 980.6199 gals.).
 ML0988
 ML0988.The modeled gravity was interpolated from observed gravity values.
 ML0988
 ML0988;                    North         East    Units  Estimated Accuracy
 ML0988;SPC NE       -   221,650.      529,530.      MT  (+/- 180 meters Scaled)
 ML0988
 ML0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM464310(NAD 83)
 ML0988
 ML0988                          SUPERSEDED SURVEY CONTROL
 ML0988
 ML0988  NGVD 29 (??/??/92)  764.691  (m)         2508.82   (f) ADJ UNCH    2 0
 ML0988
 ML0988.Superseded values are not recommended for survey control.
 ML0988
 ML0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0988.See file dsdata.pdf to determine how the superseded data were derived.
 ML0988
 ML0988_MARKER: DB = BENCH MARK DISK
 ML0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0988_STAMPING: T 319 1950
 ML0988_MARK LOGO: CGS
 ML0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0988+STABILITY: SURFACE MOTION
 ML0988
 ML0988  HISTORY     - Date     Condition        Report By
 ML0988  HISTORY     - 1950     MONUMENTED       CGS
 ML0988
 ML0988                          STATION DESCRIPTION
 ML0988
 ML0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0988'6.6 MI W FROM ALMERIA.
 ML0988'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0988'ALMERIA, THENCE 4.15 MILES WEST ALONG A GRADED SAND ROAD, 336 FEET
 ML0988'NORTHEAST OF A WOODEN WINDMILL WHICH IS AT AN ABANDONED FARM SITE,
 ML0988'34 FEET EAST OF A FENCE CORNER, 21 FEET SOUTH OF THE CENTER LINE
 ML0988'OF THE ROAD, 1.3 FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS
 ML0988'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0988'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0774 ***********************************************************************
 LH0774  DESIGNATION -  T 320
 LH0774  PID         -  LH0774
 LH0774  STATE/COUNTY-  NE/DAWSON
 LH0774  COUNTRY     -  US
 LH0774  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0774
 LH0774                         *CURRENT SURVEY CONTROL
 LH0774  ______________________________________________________________________
 LH0774* NAD 83(1986) POSITION- 40 46 57.     (N) 099 46 23.     (W)   SCALED
 LH0774* NAVD 88 ORTHO HEIGHT -   732.200 (meters)     2402.23  (feet) ADJUSTED
 LH0774  ______________________________________________________________________
 LH0774  GEOID HEIGHT    -        -23.792 (meters)                     GEOID18
 LH0774  DYNAMIC HEIGHT  -        731.771 (meters)     2400.82  (feet) COMP
 LH0774  MODELED GRAVITY -    980,013.9   (mgal)                       NAVD 88
 LH0774
 LH0774  VERT ORDER      -  FIRST     CLASS II
 LH0774
 LH0774.This mark is at Jim Kelly Field Airport (LXN)
 LH0774
 LH0774.The horizontal coordinates were scaled from a map and have
 LH0774.an estimated accuracy of +/- 6 seconds.
 LH0774
 LH0774.The orthometric height was determined by differential leveling and
 LH0774.adjusted by the NATIONAL GEODETIC SURVEY
 LH0774.in June 1991.
 LH0774
 LH0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0774.GEOID18 height accuracy estimate available here.
 LH0774
 LH0774.Click photographs - Photos may exist for this station.
 LH0774
 LH0774.The dynamic height is computed by dividing the NAVD 88
 LH0774.geopotential number by the normal gravity value computed on the
 LH0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0774.degrees latitude (g = 980.6199 gals.).
 LH0774
 LH0774.The modeled gravity was interpolated from observed gravity values.
 LH0774
 LH0774;                    North         East    Units  Estimated Accuracy
 LH0774;SPC NE       -   105,410.      519,150.      MT  (+/- 180 meters Scaled)
 LH0774
 LH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML347149(NAD 83)
 LH0774
 LH0774                          SUPERSEDED SURVEY CONTROL
 LH0774
 LH0774  NGVD 29 (??/??/92)  731.923  (m)         2401.32   (f) ADJ UNCH    1 2
 LH0774
 LH0774.Superseded values are not recommended for survey control.
 LH0774
 LH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0774.See file dsdata.pdf to determine how the superseded data were derived.
 LH0774
 LH0774_MARKER: DB = BENCH MARK DISK
 LH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0774_STAMPING: T 320 1950
 LH0774_MARK LOGO: CGS
 LH0774_PROJECTION: FLUSH
 LH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0774+STABILITY: SURFACE MOTION
 LH0774
 LH0774  HISTORY     - Date     Condition        Report By
 LH0774  HISTORY     - 1950     MONUMENTED       CGS
 LH0774  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0774
 LH0774                          STATION DESCRIPTION
 LH0774
 LH0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0774'1.6 MI NW FROM LEXINGTON.
 LH0774'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0774'RAILROAD STATION AT LEXINGTON, THENCE 0.3 MILE NORTH ALONG A
 LH0774'GRAVELED ROAD, AT THE LEXINGTON AIRPORT, 15.5 FEET NORTHEAST
 LH0774'OF THE NORTHEAST CORNER OF THE OFFICE BUILDING, 12 FEET SOUTH
 LH0774'OF THE CENTER OF THE ENTRANCE TO THE AIRPORT, 4 FEET EAST OF
 LH0774'THE CENTER OF A GATE, 1.2 FEET NORTH OF A FENCE, SET IN THE
 LH0774'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LH0774
 LH0774                          STATION RECOVERY (1986)
 LH0774
 LH0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0774'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0787 ***********************************************************************
 ML0787  DESIGNATION -  T 321
 ML0787  PID         -  ML0787
 ML0787  STATE/COUNTY-  NE/CUSTER
 ML0787  COUNTRY     -  US
 ML0787  USGS QUAD   -  OCONTO (2017)
 ML0787
 ML0787                         *CURRENT SURVEY CONTROL
 ML0787  ______________________________________________________________________
 ML0787* NAD 83(1986) POSITION- 41 13 11.     (N) 099 51 25.     (W)   SCALED
 ML0787* NAVD 88 ORTHO HEIGHT -   806.787 (meters)     2646.93  (feet) ADJUSTED
 ML0787  ______________________________________________________________________
 ML0787  GEOID HEIGHT    -        -22.742 (meters)                     GEOID18
 ML0787  DYNAMIC HEIGHT  -        806.347 (meters)     2645.49  (feet) COMP
 ML0787  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 ML0787
 ML0787  VERT ORDER      -  SECOND    CLASS 0
 ML0787
 ML0787.The horizontal coordinates were scaled from a map and have
 ML0787.an estimated accuracy of +/- 6 seconds.
 ML0787
 ML0787.The orthometric height was determined by differential leveling and
 ML0787.adjusted by the NATIONAL GEODETIC SURVEY
 ML0787.in June 1991.
 ML0787
 ML0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0787.GEOID18 height accuracy estimate available here.
 ML0787
 ML0787.Click photographs - Photos may exist for this station.
 ML0787
 ML0787.The dynamic height is computed by dividing the NAVD 88
 ML0787.geopotential number by the normal gravity value computed on the
 ML0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0787.degrees latitude (g = 980.6199 gals.).
 ML0787
 ML0787.The modeled gravity was interpolated from observed gravity values.
 ML0787
 ML0787;                    North         East    Units  Estimated Accuracy
 ML0787;SPC NE       -   153,940.      511,990.      MT  (+/- 180 meters Scaled)
 ML0787
 ML0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML281635(NAD 83)
 ML0787
 ML0787                          SUPERSEDED SURVEY CONTROL
 ML0787
 ML0787  NGVD 29 (??/??/92)  806.523  (m)         2646.07   (f) ADJ UNCH    2 0
 ML0787
 ML0787.Superseded values are not recommended for survey control.
 ML0787
 ML0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0787.See file dsdata.pdf to determine how the superseded data were derived.
 ML0787
 ML0787_MARKER: DB = BENCH MARK DISK
 ML0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0787_STAMPING: T 321 1950
 ML0787_MARK LOGO: CGS
 ML0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0787+STABILITY: SURFACE MOTION
 ML0787
 ML0787  HISTORY     - Date     Condition        Report By
 ML0787  HISTORY     - 1950     MONUMENTED       CGS
 ML0787
 ML0787                          STATION DESCRIPTION
 ML0787
 ML0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0787'6.2 MI SE FROM CALLAWAY.
 ML0787'6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0787'RAILROAD STATION AT CALLAWAY, 41 FEET NORTHEAST OF THE CENTER
 ML0787'LINE OF THE HIGHWAY, 65 FEET NORTH OF THE CENTER LINE OF A ROAD
 ML0787'LEADING EAST, 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0787'UNION PACIFIC RAILROAD, 4 FEET EAST OF A TELEPHONE POLE, 1.3
 ML0787'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0787'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0318 ***********************************************************************
 ML0318  DESIGNATION -  T 322
 ML0318  PID         -  ML0318
 ML0318  STATE/COUNTY-  NE/SHERMAN
 ML0318  COUNTRY     -  US
 ML0318  USGS QUAD   -  ASHTON (2017)
 ML0318
 ML0318                         *CURRENT SURVEY CONTROL
 ML0318  ______________________________________________________________________
 ML0318* NAD 83(1986) POSITION- 41 10 33.     (N) 098 48 21.     (W)   SCALED
 ML0318* NAVD 88 ORTHO HEIGHT -   633.946 (meters)     2079.87  (feet) ADJUSTED
 ML0318  ______________________________________________________________________
 ML0318  GEOID HEIGHT    -        -24.185 (meters)                     GEOID18
 ML0318  DYNAMIC HEIGHT  -        633.622 (meters)     2078.81  (feet) COMP
 ML0318  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 ML0318
 ML0318  VERT ORDER      -  FIRST     CLASS II
 ML0318
 ML0318.The horizontal coordinates were scaled from a map and have
 ML0318.an estimated accuracy of +/- 6 seconds.
 ML0318
 ML0318.The orthometric height was determined by differential leveling and
 ML0318.adjusted by the NATIONAL GEODETIC SURVEY
 ML0318.in June 1991.
 ML0318
 ML0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0318.GEOID18 height accuracy estimate available here.
 ML0318
 ML0318.Click photographs - Photos may exist for this station.
 ML0318
 ML0318.The dynamic height is computed by dividing the NAVD 88
 ML0318.geopotential number by the normal gravity value computed on the
 ML0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0318.degrees latitude (g = 980.6199 gals.).
 ML0318
 ML0318.The modeled gravity was interpolated from observed gravity values.
 ML0318
 ML0318;                    North         East    Units  Estimated Accuracy
 ML0318;SPC NE       -   149,740.      600,170.      MT  (+/- 180 meters Scaled)
 ML0318
 ML0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL162582(NAD 83)
 ML0318
 ML0318                          SUPERSEDED SURVEY CONTROL
 ML0318
 ML0318  NGVD 29 (??/??/92)  633.704  (m)         2079.08   (f) ADJ UNCH    1 2
 ML0318
 ML0318.Superseded values are not recommended for survey control.
 ML0318
 ML0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0318.See file dsdata.pdf to determine how the superseded data were derived.
 ML0318
 ML0318_MARKER: DB = BENCH MARK DISK
 ML0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0318_STAMPING: T 322 1950
 ML0318_MARK LOGO: CGS
 ML0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0318+STABILITY: SURFACE MOTION
 ML0318
 ML0318  HISTORY     - Date     Condition        Report By
 ML0318  HISTORY     - 1950     MONUMENTED       CGS
 ML0318
 ML0318                          STATION DESCRIPTION
 ML0318
 ML0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0318'5.8 MI S FROM ASHTON.
 ML0318'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0318'THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 92, THENCE 5.15
 ML0318'MILES SOUTH ALONG A GRADED DIRT ROAD, 0.15 MILE SOUTH OF AN EAST
 ML0318'AND WEST ROAD, 33 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0318'SOUTH ROAD, 8 FEET SOUTH OF A POWER POLE, 1.3 FEET EAST OF A FENCE,
 ML0318'1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0318'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 ML0318'1.0 MILE NORTH OF BENCH MARK N 323.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0696 ***********************************************************************
 ML0696  DESIGNATION -  T 323
 ML0696  PID         -  ML0696
 ML0696  STATE/COUNTY-  NE/SHERMAN
 ML0696  COUNTRY     -  US
 ML0696  USGS QUAD   -  ARCADIA SE (2017)
 ML0696
 ML0696                         *CURRENT SURVEY CONTROL
 ML0696  ______________________________________________________________________
 ML0696* NAD 83(1986) POSITION- 41 21 05.     (N) 099 01 40.     (W)   SCALED
 ML0696* NAVD 88 ORTHO HEIGHT -   653.480 (meters)     2143.96  (feet) ADJUSTED
 ML0696  ______________________________________________________________________
 ML0696  GEOID HEIGHT    -        -23.808 (meters)                     GEOID18
 ML0696  DYNAMIC HEIGHT  -        653.145 (meters)     2142.86  (feet) COMP
 ML0696  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 ML0696
 ML0696  VERT ORDER      -  FIRST     CLASS II
 ML0696
 ML0696.The horizontal coordinates were scaled from a map and have
 ML0696.an estimated accuracy of +/- 6 seconds.
 ML0696
 ML0696.The orthometric height was determined by differential leveling and
 ML0696.adjusted by the NATIONAL GEODETIC SURVEY
 ML0696.in June 1991.
 ML0696
 ML0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0696.GEOID18 height accuracy estimate available here.
 ML0696
 ML0696.Click photographs - Photos may exist for this station.
 ML0696
 ML0696.The dynamic height is computed by dividing the NAVD 88
 ML0696.geopotential number by the normal gravity value computed on the
 ML0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0696.degrees latitude (g = 980.6199 gals.).
 ML0696
 ML0696.The modeled gravity was interpolated from observed gravity values.
 ML0696
 ML0696;                    North         East    Units  Estimated Accuracy
 ML0696;SPC NE       -   169,000.      581,330.      MT  (+/- 180 meters Scaled)
 ML0696
 ML0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML976777(NAD 83)
 ML0696
 ML0696                          SUPERSEDED SURVEY CONTROL
 ML0696
 ML0696  NGVD 29 (??/??/92)  653.230  (m)         2143.14   (f) ADJ UNCH    1 2
 ML0696
 ML0696.Superseded values are not recommended for survey control.
 ML0696
 ML0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0696.See file dsdata.pdf to determine how the superseded data were derived.
 ML0696
 ML0696_MARKER: DB = BENCH MARK DISK
 ML0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0696_STAMPING: T 323 1950
 ML0696_MARK LOGO: CGS
 ML0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0696+STABILITY: SURFACE MOTION
 ML0696
 ML0696  HISTORY     - Date     Condition        Report By
 ML0696  HISTORY     - 1950     MONUMENTED       CGS
 ML0696
 ML0696                          STATION DESCRIPTION
 ML0696
 ML0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0696'6.2 MI NW FROM LOUP CITY.
 ML0696'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT LOUP
 ML0696'CITY, THENCE 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 58, THENCE
 ML0696'1.1 MILES NORTHWEST ALONG A GRAVELED ROAD, 32 FEET SOUTHWEST
 ML0696'OF THE CENTER LINE OF THE GRAVELED ROAD, 43 FEET NORTH OF THE
 ML0696'CENTER LINE OF A ROAD LEADING WEST, 29 FEET NORTHWEST OF A
 ML0696'FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A
 ML0696'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0696'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1432 ***********************************************************************
 MK1432  DESIGNATION -  T 324
 MK1432  PID         -  MK1432
 MK1432  STATE/COUNTY-  NE/HAMILTON
 MK1432  COUNTRY     -  US
 MK1432  USGS QUAD   -  POLK (2017)
 MK1432
 MK1432                         *CURRENT SURVEY CONTROL
 MK1432  ______________________________________________________________________
 MK1432* NAD 83(1986) POSITION- 41 05 22.     (N) 097 52 03.     (W)   SCALED
 MK1432* NAVD 88 ORTHO HEIGHT -   537.086 (meters)     1762.09  (feet) ADJUSTED
 MK1432  ______________________________________________________________________
 MK1432  GEOID HEIGHT    -        -25.536 (meters)                     GEOID18
 MK1432  DYNAMIC HEIGHT  -        536.814 (meters)     1761.20  (feet) COMP
 MK1432  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 MK1432
 MK1432  VERT ORDER      -  SECOND    CLASS 0
 MK1432
 MK1432.The horizontal coordinates were scaled from a map and have
 MK1432.an estimated accuracy of +/- 6 seconds.
 MK1432
 MK1432.The orthometric height was determined by differential leveling and
 MK1432.adjusted by the NATIONAL GEODETIC SURVEY
 MK1432.in June 1991.
 MK1432
 MK1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1432.GEOID18 height accuracy estimate available here.
 MK1432
 MK1432.Click photographs - Photos may exist for this station.
 MK1432
 MK1432.The dynamic height is computed by dividing the NAVD 88
 MK1432.geopotential number by the normal gravity value computed on the
 MK1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1432.degrees latitude (g = 980.6199 gals.).
 MK1432
 MK1432.The modeled gravity was interpolated from observed gravity values.
 MK1432
 MK1432;                    North         East    Units  Estimated Accuracy
 MK1432;SPC NE       -   141,670.      679,100.      MT  (+/- 180 meters Scaled)
 MK1432
 MK1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL951493(NAD 83)
 MK1432
 MK1432                          SUPERSEDED SURVEY CONTROL
 MK1432
 MK1432  NGVD 29 (??/??/92)  536.866  (m)         1761.37   (f) ADJ UNCH    2 0
 MK1432
 MK1432.Superseded values are not recommended for survey control.
 MK1432
 MK1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1432.See file dsdata.pdf to determine how the superseded data were derived.
 MK1432
 MK1432_MARKER: DB = BENCH MARK DISK
 MK1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1432_STAMPING: T 324 1950
 MK1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1432+STABILITY: SURFACE MOTION
 MK1432
 MK1432  HISTORY     - Date     Condition        Report By
 MK1432  HISTORY     - 1950     MONUMENTED       CGS
 MK1432
 MK1432                          STATION DESCRIPTION
 MK1432
 MK1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1432'1.8 MI NE FROM HORDVILLE.
 MK1432'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1432'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD,
 MK1432'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1432'IN LINE WITH A NORTH AND SOUTH ROW OF CEDAR TREES, 61 FEET SOUTH
 MK1432'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 30 FEET EAST OF
 MK1432'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 26 FEET SOUTH OF A
 MK1432'FENCE CORNER, 1.5 FEET WEST OF A FENCE, 2.5 FEET NORTH OF A
 MK1432'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1432'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1485 ***********************************************************************
 MK1485  DESIGNATION -  T 325
 MK1485  PID         -  MK1485
 MK1485  STATE/COUNTY-  NE/POLK
 MK1485  COUNTRY     -  US
 MK1485  USGS QUAD   -  DURANT (2017)
 MK1485
 MK1485                         *CURRENT SURVEY CONTROL
 MK1485  ______________________________________________________________________
 MK1485* NAD 83(1986) POSITION- 41 07 09.     (N) 097 42 48.     (W)   SCALED
 MK1485* NAVD 88 ORTHO HEIGHT -   523.467 (meters)     1717.41  (feet) ADJUSTED
 MK1485  ______________________________________________________________________
 MK1485  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 MK1485  DYNAMIC HEIGHT  -        523.205 (meters)     1716.55  (feet) COMP
 MK1485  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 MK1485
 MK1485  VERT ORDER      -  SECOND    CLASS 0
 MK1485
 MK1485.The horizontal coordinates were scaled from a map and have
 MK1485.an estimated accuracy of +/- 6 seconds.
 MK1485
 MK1485.The orthometric height was determined by differential leveling and
 MK1485.adjusted by the NATIONAL GEODETIC SURVEY
 MK1485.in June 1991.
 MK1485
 MK1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1485.GEOID18 height accuracy estimate available here.
 MK1485
 MK1485.Click photographs - Photos may exist for this station.
 MK1485
 MK1485.The dynamic height is computed by dividing the NAVD 88
 MK1485.geopotential number by the normal gravity value computed on the
 MK1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1485.degrees latitude (g = 980.6199 gals.).
 MK1485
 MK1485.The modeled gravity was interpolated from observed gravity values.
 MK1485
 MK1485;                    North         East    Units  Estimated Accuracy
 MK1485;SPC NE       -   145,300.      691,960.      MT  (+/- 180 meters Scaled)
 MK1485
 MK1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL080527(NAD 83)
 MK1485
 MK1485                          SUPERSEDED SURVEY CONTROL
 MK1485
 MK1485  NGVD 29 (??/??/92)  523.256  (m)         1716.72   (f) ADJ UNCH    2 0
 MK1485
 MK1485.Superseded values are not recommended for survey control.
 MK1485
 MK1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1485.See file dsdata.pdf to determine how the superseded data were derived.
 MK1485
 MK1485_MARKER: DB = BENCH MARK DISK
 MK1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1485_STAMPING: T 325 1950
 MK1485_MARK LOGO: CGS
 MK1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1485+STABILITY: SURFACE MOTION
 MK1485
 MK1485  HISTORY     - Date     Condition        Report By
 MK1485  HISTORY     - 1950     MONUMENTED       CGS
 MK1485
 MK1485                          STATION DESCRIPTION
 MK1485
 MK1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1485'6.1 MI NE FROM POLK.
 MK1485'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1485'STATION AT POLK, THENCE 2.3 MILES NORTH ALONG A GRAVELED ROAD,
 MK1485'AT A ROAD INTERSECTION, 76 FEET NORTH OF THE CENTER LINE OF AN
 MK1485'EAST AND WEST ROAD, 29 FEET EAST OF THE CENTER LINE OF A NORTH
 MK1485'AND SOUTH ROAD, 32 FEET NORTH OF THE CENTER OF A GATE.  1 FOOT
 MK1485'WEST OF A FENCE, 2.3 FEET NORTH OF A WITNESS POST, SET IN THE
 MK1485'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1449 ***********************************************************************
 MK1449  DESIGNATION -  T 326
 MK1449  PID         -  MK1449
 MK1449  STATE/COUNTY-  NE/POLK
 MK1449  COUNTRY     -  US
 MK1449  USGS QUAD   -  SWEDEHOME (2017)
 MK1449
 MK1449                         *CURRENT SURVEY CONTROL
 MK1449  ______________________________________________________________________
 MK1449* NAD 83(1995) POSITION- 41 11 17.14526(N) 097 41 05.65762(W)   ADJUSTED
 MK1449* NAVD 88 ORTHO HEIGHT -   525.882 (meters)     1725.33  (feet) ADJUSTED
 MK1449  ______________________________________________________________________
 MK1449  GEOID HEIGHT    -        -25.537 (meters)                     GEOID18
 MK1449  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 MK1449  DYNAMIC HEIGHT  -        525.628 (meters)     1724.50  (feet) COMP
 MK1449  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 MK1449
 MK1449  HORZ ORDER      -  SECOND
 MK1449  VERT ORDER      -  SECOND    CLASS 0
 MK1449
 MK1449.The horizontal coordinates were established by classical geodetic methods
 MK1449.and adjusted by the National Geodetic Survey in August 1997.
 MK1449
 MK1449.The orthometric height was determined by differential leveling and
 MK1449.adjusted by the NATIONAL GEODETIC SURVEY
 MK1449.in June 1991.
 MK1449
 MK1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1449.GEOID18 height accuracy estimate available here.
 MK1449
 MK1449.Click photographs - Photos may exist for this station.
 MK1449
 MK1449.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1449
 MK1449.The dynamic height is computed by dividing the NAVD 88
 MK1449.geopotential number by the normal gravity value computed on the
 MK1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1449.degrees latitude (g = 980.6199 gals.).
 MK1449
 MK1449.The modeled gravity was interpolated from observed gravity values.
 MK1449
 MK1449. The following values were computed from the NAD 83(1995) position.
 MK1449
 MK1449;                    North         East     Units Scale Factor Converg.
 MK1449;SPC NE       -   153,012.846   694,139.625   MT  0.99967389   +1 32 03.1
 MK1449;SPC NE       -   502,009.65  2,277,356.42   sFT  0.99967389   +1 32 03.1
 MK1449;UTM  14      - 4,560,471.420   610,287.794   MT  0.99974970   +0 51 58.0
 MK1449
 MK1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1449!SPC NE       -   0.99992152  x   0.99967389  =   0.99959544
 MK1449!UTM  14      -   0.99992152  x   0.99974970  =   0.99967124
 MK1449
 MK1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1028760471(NAD 83)
 MK1449
 MK1449                          SUPERSEDED SURVEY CONTROL
 MK1449
 MK1449  NAD 83(1986)-  41 11 17.15381(N)    097 41 05.66048(W) AD(       ) 2
 MK1449  NAD 27      -  41 11 17.09900(N)    097 41 04.47600(W) AD(       ) 2
 MK1449  NGVD 29 (??/??/92)  525.676  (m)         1724.66   (f) ADJ UNCH    2 0
 MK1449  NGVD 29             525.68   (m)         1724.7    (f) LEVELING    3  
 MK1449
 MK1449.Superseded values are not recommended for survey control.
 MK1449
 MK1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1449.See file dsdata.pdf to determine how the superseded data were derived.
 MK1449
 MK1449_MARKER: DB = BENCH MARK DISK
 MK1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1449_STAMPING: T 326 1950
 MK1449_MARK LOGO: CGS
 MK1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1449+STABILITY: SURFACE MOTION
 MK1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1449+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 MK1449
 MK1449  HISTORY     - Date     Condition        Report By
 MK1449  HISTORY     - 1950     MONUMENTED       CGS
 MK1449  HISTORY     - 1950     GOOD             CGS
 MK1449  HISTORY     - 1969     GOOD             CGS
 MK1449  HISTORY     - 1969     GOOD             CGS
 MK1449  HISTORY     - 20170816 GOOD             INDIV
 MK1449
 MK1449                          STATION DESCRIPTION
 MK1449
 MK1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1449'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-NORTHWEST OF OSCEOLA,
 MK1449'8 MILES SOUTHEAST OF CLARKS AND IN THE SOUTHWEST ANGLE OF A T-ROAD
 MK1449'JUNCTION.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF AN EAST
 MK1449'AND WEST ROAD, 31 FEET WEST OF THE CENTERLINE OF A NORTH AND
 MK1449'SOUTH ROAD AND 20 FEET SOUTH-SOUTHWEST OF A BRACED POWERLINE
 MK1449'POLE.  THE MARK IS A STANDARD USC AND GS BENCH MARK SET IN AN 8 X
 MK1449'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND THE
 MK1449'DISK IS STAMPED T 326 1950.
 MK1449'
 MK1449'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MILLER
 MK1449'TO T 326.  IT IS 1181.579 METERS OR 3876.56 FEET SOUTH OF THE
 MK1449'TRIANGULATION STATION.
 MK1449'
 MK1449'TO REACH FROM THE POST OFFICE IN OSCEOLA, GO NORTH 0.1 MILE TO
 MK1449'U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 81 2.5 MILES TO THE JUNCTION
 MK1449'OF HIGHWAYS 81 AND 30A, CONTINUE WEST ON HIGHWAY 30A 3.0 MILES
 MK1449'TO THE JUNCTION OF HIGHWAY 30A AND STATE HIGHWAY 39, CONTINUE
 MK1449'WEST ON HIGHWAY 30A 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 MK1449'(NORTH) 0.8 MILE TO A SIDE ROAD LEFT OR WEST AND THE STATION AS
 MK1449'DESCRIBED.
 MK1449
 MK1449                          STATION RECOVERY (1950)
 MK1449
 MK1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1449'11 MI W FROM OSCEOLA.
 MK1449'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1449'SCHOOL AT OSCEOLA, THENCE 8.2 MILES WEST ALONG U.S. HIGHWAY 30 A,
 MK1449'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 1.5 MILES EAST
 MK1449'ALONG A DIRT ROAD, AT A T ROAD JUNCTION, ALONG THE NORTH EDGE
 MK1449'OF AND AT THE EAST END OF A WINDBREAK, 55 FEET SOUTH OF THE
 MK1449'CENTER LINE OF A ROAD LEADING WEST, 31 FEET WEST OF THE CENTER
 MK1449'LINE OF A NORTH AND SOUTH ROAD, 20 FEET SOUTH OF A POWER POLE,
 MK1449'1.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1449'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS
 MK1449'MARK IS 0.75 MILE SOUTHWEST OF BENCH MARK U 326.  NOTE-- A METAL
 MK1449'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 MK1449
 MK1449                          STATION RECOVERY (1969)
 MK1449
 MK1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MK1449'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 MK1449'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 MK1449'
 MK1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 MK1449'MILES WNW OF OSCEOLA.
 MK1449
 MK1449                          STATION RECOVERY (1969)
 MK1449
 MK1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MK1449'RECOVERED IN GOOD CONDITION.
 MK1449
 MK1449                          STATION RECOVERY (2017)
 MK1449
 MK1449'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1449'RECOVERED AS DESCRIBED, FIVE FEET SOUTH OF THE BOTTOM CARSONITE
 MK1449'WITNESS SIGN, MARK IS 20 FEET SOUTH OF POWER POLE, 55 FEET SOUTH OF
 MK1449'COUNTY ROAD 130CT AND 31 FEET WEST OF COUNTY ROAD H 1/2, IN THE
 MK1449'SOUTHWEST CORNER OF THE INTERSECTION. MARK IS FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1474 ***********************************************************************
 MK1474  DESIGNATION -  T 327
 MK1474  PID         -  MK1474
 MK1474  STATE/COUNTY-  NE/POLK
 MK1474  COUNTRY     -  US
 MK1474  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1474
 MK1474                         *CURRENT SURVEY CONTROL
 MK1474  ______________________________________________________________________
 MK1474* NAD 83(1986) POSITION- 41 16 44.     (N) 097 30 09.     (W)   SCALED
 MK1474* NAVD 88 ORTHO HEIGHT -   470.744 (meters)     1544.43  (feet) ADJUSTED
 MK1474  ______________________________________________________________________
 MK1474  GEOID HEIGHT    -        -25.490 (meters)                     GEOID18
 MK1474  DYNAMIC HEIGHT  -        470.527 (meters)     1543.72  (feet) COMP
 MK1474  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 MK1474
 MK1474  VERT ORDER      -  SECOND    CLASS 0
 MK1474
 MK1474.The horizontal coordinates were scaled from a map and have
 MK1474.an estimated accuracy of +/- 6 seconds.
 MK1474
 MK1474.The orthometric height was determined by differential leveling and
 MK1474.adjusted by the NATIONAL GEODETIC SURVEY
 MK1474.in June 1991.
 MK1474
 MK1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1474.GEOID18 height accuracy estimate available here.
 MK1474
 MK1474.Click photographs - Photos may exist for this station.
 MK1474
 MK1474.The dynamic height is computed by dividing the NAVD 88
 MK1474.geopotential number by the normal gravity value computed on the
 MK1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1474.degrees latitude (g = 980.6199 gals.).
 MK1474
 MK1474.The modeled gravity was interpolated from observed gravity values.
 MK1474
 MK1474;                    North         East    Units  Estimated Accuracy
 MK1474;SPC NE       -   163,510.      709,140.      MT  (+/- 180 meters Scaled)
 MK1474
 MK1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL254707(NAD 83)
 MK1474
 MK1474                          SUPERSEDED SURVEY CONTROL
 MK1474
 MK1474  NGVD 29 (??/??/92)  470.552  (m)         1543.80   (f) ADJ UNCH    2 0
 MK1474
 MK1474.Superseded values are not recommended for survey control.
 MK1474
 MK1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1474.See file dsdata.pdf to determine how the superseded data were derived.
 MK1474
 MK1474_MARKER: DB = BENCH MARK DISK
 MK1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1474_STAMPING: T 327 1950
 MK1474_MARK LOGO: CGS
 MK1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1474+STABILITY: SURFACE MOTION
 MK1474
 MK1474  HISTORY     - Date     Condition        Report By
 MK1474  HISTORY     - 1950     MONUMENTED       CGS
 MK1474
 MK1474                          STATION DESCRIPTION
 MK1474
 MK1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1474'8 M S FROM DUNCAN.
 MK1474'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1474'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A
 MK1474'GRAVELED ROAD, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD, AT
 MK1474'A ROAD INTERSECTION, 31 FEET EAST OF THE CENTER LINE OF A
 MK1474'NORTH AND SOUTH ROAD, 35 FEET NORTH OF THE CENTER LINE OF AN
 MK1474'EAST AND WEST ROAD, 2.2 FEET NORTHEAST OF A POWER POLE WHICH IS
 MK1474'USED AS A FENCE CORNER POST, 1.8 FEET NORTH OF A FENCE,
 MK1474'1.8 FEET EAST OF A FENCE, 3.3 FEET NORTHWEST OF A WITNESS POST,
 MK1474'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK1474'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0725 ***********************************************************************
 ML0725  DESIGNATION -  T 328
 ML0725  PID         -  ML0725
 ML0725  STATE/COUNTY-  NE/VALLEY
 ML0725  COUNTRY     -  US
 ML0725  USGS QUAD   -  ARCADIA EAST (2017)
 ML0725
 ML0725                         *CURRENT SURVEY CONTROL
 ML0725  ______________________________________________________________________
 ML0725* NAD 83(1986) POSITION- 41 28 00.     (N) 099 02 15.     (W)   SCALED
 ML0725* NAVD 88 ORTHO HEIGHT -   683.687 (meters)     2243.06  (feet) ADJUSTED
 ML0725  ______________________________________________________________________
 ML0725  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 ML0725  DYNAMIC HEIGHT  -        683.344 (meters)     2241.94  (feet) COMP
 ML0725  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 ML0725
 ML0725  VERT ORDER      -  SECOND    CLASS 0
 ML0725
 ML0725.The horizontal coordinates were scaled from a map and have
 ML0725.an estimated accuracy of +/- 6 seconds.
 ML0725
 ML0725.The orthometric height was determined by differential leveling and
 ML0725.adjusted by the NATIONAL GEODETIC SURVEY
 ML0725.in June 1991.
 ML0725
 ML0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0725.GEOID18 height accuracy estimate available here.
 ML0725
 ML0725.Click photographs - Photos may exist for this station.
 ML0725
 ML0725.The dynamic height is computed by dividing the NAVD 88
 ML0725.geopotential number by the normal gravity value computed on the
 ML0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0725.degrees latitude (g = 980.6199 gals.).
 ML0725
 ML0725.The modeled gravity was interpolated from observed gravity values.
 ML0725
 ML0725;                    North         East    Units  Estimated Accuracy
 ML0725;SPC NE       -   181,790.      580,380.      MT  (+/- 180 meters Scaled)
 ML0725
 ML0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML968905(NAD 83)
 ML0725
 ML0725                          SUPERSEDED SURVEY CONTROL
 ML0725
 ML0725  NGVD 29 (??/??/92)  683.436  (m)         2242.24   (f) ADJ UNCH    2 0
 ML0725
 ML0725.Superseded values are not recommended for survey control.
 ML0725
 ML0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0725.See file dsdata.pdf to determine how the superseded data were derived.
 ML0725
 ML0725_MARKER: DB = BENCH MARK DISK
 ML0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0725_SP_SET: BRIDGE ABUTMENT
 ML0725_STAMPING: T 328 1950
 ML0725_MARK LOGO: CGS
 ML0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0725
 ML0725  HISTORY     - Date     Condition        Report By
 ML0725  HISTORY     - 1950     MONUMENTED       CGS
 ML0725
 ML0725                          STATION DESCRIPTION
 ML0725
 ML0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0725'8 MI NE FROM ARCADIA.
 ML0725'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0725'AT ARCADIA, THENCE 3.1 MILES NORTH ALONG STATE HIGHWAYS 56 AND
 ML0725'58, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH
 ML0725'THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF WEST ABUTMENT
 ML0725'OF A SMALL BRIDGE OVER HAYS CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1342 ***********************************************************************
 MK1342  DESIGNATION -  T 329
 MK1342  PID         -  MK1342
 MK1342  STATE/COUNTY-  NE/BUTLER
 MK1342  COUNTRY     -  US
 MK1342  USGS QUAD   -  DAVID CITY WEST (2017)
 MK1342
 MK1342                         *CURRENT SURVEY CONTROL
 MK1342  ______________________________________________________________________
 MK1342* NAD 83(1986) POSITION- 41 22 22.     (N) 097 08 17.     (W)   SCALED
 MK1342* NAVD 88 ORTHO HEIGHT -   427.390 (meters)     1402.20  (feet) ADJUSTED
 MK1342  ______________________________________________________________________
 MK1342  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 MK1342  DYNAMIC HEIGHT  -        427.200 (meters)     1401.57  (feet) COMP
 MK1342  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 MK1342
 MK1342  VERT ORDER      -  SECOND    CLASS 0
 MK1342
 MK1342.The horizontal coordinates were scaled from a map and have
 MK1342.an estimated accuracy of +/- 6 seconds.
 MK1342
 MK1342.The orthometric height was determined by differential leveling and
 MK1342.adjusted by the NATIONAL GEODETIC SURVEY
 MK1342.in June 1991.
 MK1342
 MK1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1342.GEOID18 height accuracy estimate available here.
 MK1342
 MK1342.Click photographs - Photos may exist for this station.
 MK1342
 MK1342.The dynamic height is computed by dividing the NAVD 88
 MK1342.geopotential number by the normal gravity value computed on the
 MK1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1342.degrees latitude (g = 980.6199 gals.).
 MK1342
 MK1342.The modeled gravity was interpolated from observed gravity values.
 MK1342
 MK1342;                    North         East    Units  Estimated Accuracy
 MK1342;SPC NE       -   174,880.      739,300.      MT  (+/- 180 meters Scaled)
 MK1342
 MK1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL557818(NAD 83)
 MK1342
 MK1342                          SUPERSEDED SURVEY CONTROL
 MK1342
 MK1342  NGVD 29 (??/??/92)  427.220  (m)         1401.64   (f) ADJ UNCH    2 0
 MK1342
 MK1342.Superseded values are not recommended for survey control.
 MK1342
 MK1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1342.See file dsdata.pdf to determine how the superseded data were derived.
 MK1342
 MK1342_MARKER: DB = BENCH MARK DISK
 MK1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1342_SP_SET: BRIDGE
 MK1342_STAMPING: T 329 1950
 MK1342_MARK LOGO: CGS
 MK1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1342
 MK1342  HISTORY     - Date     Condition        Report By
 MK1342  HISTORY     - 1950     MONUMENTED       CGS
 MK1342
 MK1342                          STATION DESCRIPTION
 MK1342
 MK1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1342'7.3 MI NE FROM BELLWOOD.
 MK1342'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1342'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1342'ALONG A GRAVELED ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED
 MK1342'ROAD, THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 MK1342'MILE EAST ALONG A GRAVELED ROAD, 50 FEET WEST OF THE CENTER
 MK1342'LINE OF A ROAD LEADING SOUTH, 16 FEET SOUTH OF THE CENTER LINE
 MK1342'OF AN EAST AND WEST ROAD, SET IN THE TOP OF THE SOUTHWEST END
 MK1342'OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER A SMALL CREEK, 8 FEET
 MK1342'SOUTHWEST OF THE WEST END OF THE SOUTH BANNISTER OF THE BRIDGE,
 MK1342'2.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, LEVEL
 MK1342'WITH THE ROAD.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK S 329.
 MK1342'NOTE-- 1968 REPORT- USE WITH CAUTION - REPORT RECEIVED FROM
 MK1342'MR. HAROLD H. KUENNING, SOIL CONSERVATION SERVICE, WAHOO,
 MK1342'NEBRASKA STATES THAT THIS BENCH MARK SHOULD BE CHECKED FOR
 MK1342'CORRECT ELEVATION AS BRIDGE HAS SETTLED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0149 ***********************************************************************
 LH0149  DESIGNATION -  T 331
 LH0149  PID         -  LH0149
 LH0149  STATE/COUNTY-  NE/HALL
 LH0149  COUNTRY     -  US
 LH0149  USGS QUAD   -  GRAND ISLAND (2017)
 LH0149
 LH0149                         *CURRENT SURVEY CONTROL
 LH0149  ______________________________________________________________________
 LH0149* NAD 83(1986) POSITION- 40 54 48.     (N) 098 18 00.     (W)   SCALED
 LH0149* NAVD 88 ORTHO HEIGHT -   559.428 (meters)     1835.39  (feet) ADJUSTED
 LH0149  ______________________________________________________________________
 LH0149  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 LH0149  DYNAMIC HEIGHT  -        559.133 (meters)     1834.42  (feet) COMP
 LH0149  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LH0149
 LH0149  VERT ORDER      -  SECOND    CLASS 0
 LH0149
 LH0149.The horizontal coordinates were scaled from a map and have
 LH0149.an estimated accuracy of +/- 6 seconds.
 LH0149
 LH0149.The orthometric height was determined by differential leveling and
 LH0149.adjusted by the NATIONAL GEODETIC SURVEY
 LH0149.in June 1991.
 LH0149
 LH0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0149.GEOID18 height accuracy estimate available here.
 LH0149
 LH0149.Click photographs - Photos may exist for this station.
 LH0149
 LH0149.The dynamic height is computed by dividing the NAVD 88
 LH0149.geopotential number by the normal gravity value computed on the
 LH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0149.degrees latitude (g = 980.6199 gals.).
 LH0149
 LH0149.The modeled gravity was interpolated from observed gravity values.
 LH0149
 LH0149;                    North         East    Units  Estimated Accuracy
 LH0149;SPC NE       -   121,320.      643,170.      MT  (+/- 180 meters Scaled)
 LH0149
 LH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL589293(NAD 83)
 LH0149
 LH0149                          SUPERSEDED SURVEY CONTROL
 LH0149
 LH0149  NGVD 29 (??/??/92)  559.181  (m)         1834.58   (f) ADJ UNCH    2 0
 LH0149
 LH0149.Superseded values are not recommended for survey control.
 LH0149
 LH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0149.See file dsdata.pdf to determine how the superseded data were derived.
 LH0149
 LH0149_MARKER: DB = BENCH MARK DISK
 LH0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0149_SP_SET: BRIDGE ABUTMENT
 LH0149_STAMPING: T 331 1950
 LH0149_MARK LOGO: CGS
 LH0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0149
 LH0149  HISTORY     - Date     Condition        Report By
 LH0149  HISTORY     - 1950     MONUMENTED       CGS
 LH0149
 LH0149                          STATION DESCRIPTION
 LH0149
 LH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0149'2.4 MI SE FROM GRAND ISLAND.
 LH0149'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0149'RAILROAD FROM THE STATION AT GRAND ISLAND, 0.1 MILE SOUTHEAST
 LH0149'OF A ROAD CROSSING, 5.7 FEET NORTHEAST OF THE NORTHEAST RAIL,
 LH0149'4 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF THE
 LH0149'NORTHEAST END OF THE NORTHWEST ABUTMENT OF BRIDGE 93.92.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0183 ***********************************************************************
 ML0183  FBN         -  This is a Federal Base Network Control Station.
 ML0183  DESIGNATION -  T 332
 ML0183  PID         -  ML0183
 ML0183  STATE/COUNTY-  NE/MERRICK
 ML0183  COUNTRY     -  US
 ML0183  USGS QUAD   -  ARCHER (2017)
 ML0183
 ML0183                         *CURRENT SURVEY CONTROL
 ML0183  ______________________________________________________________________
 ML0183* NAD 83(2011) POSITION- 41 10 36.20768(N) 098 10 23.48509(W)   ADJUSTED
 ML0183* NAD 83(2011) ELLIP HT-   507.395 (meters)        (06/27/12)   ADJUSTED
 ML0183* NAD 83(2011) EPOCH   -  2010.00
 ML0183* NAVD 88 ORTHO HEIGHT -   532.337 (meters)     1746.51  (feet) ADJUSTED
 ML0183  ______________________________________________________________________
 ML0183  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 ML0183  NAD 83(2011) X  -   -683,543.631 (meters)                     COMP
 ML0183  NAD 83(2011) Y  - -4,759,237.856 (meters)                     COMP
 ML0183  NAD 83(2011) Z  -  4,177,549.486 (meters)                     COMP
 ML0183  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 ML0183  DYNAMIC HEIGHT  -        532.078 (meters)     1745.66  (feet) COMP
 ML0183  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 ML0183
 ML0183  VERT ORDER      -  SECOND    CLASS 0
 ML0183
 ML0183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0183  Standards:
 ML0183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0183  -------------------------------------------------------------------
 ML0183  NETWORK    0.38   0.94           0.18   0.12   0.48      0.00218245
 ML0183  -------------------------------------------------------------------
 ML0183  Click here for local accuracies and other accuracy information.
 ML0183
 ML0183.The horizontal coordinates were established by GPS observations
 ML0183.and adjusted by the National Geodetic Survey in June 2012.
 ML0183
 ML0183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0183.been affixed to the stable North American tectonic plate. See 
 ML0183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0183
 ML0183.The horizontal coordinates are valid at the epoch date displayed above
 ML0183.which is a decimal equivalence of Year/Month/Day.
 ML0183
 ML0183.The orthometric height was determined by differential leveling and
 ML0183.adjusted by the NATIONAL GEODETIC SURVEY
 ML0183.in June 1991.
 ML0183
 ML0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0183.GEOID18 height accuracy estimate available here.
 ML0183
 ML0183.Click photographs - Photos may exist for this station.
 ML0183
 ML0183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0183
 ML0183.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0183
 ML0183.The ellipsoidal height was determined by GPS observations
 ML0183.and is referenced to NAD 83.
 ML0183
 ML0183.The dynamic height is computed by dividing the NAVD 88
 ML0183.geopotential number by the normal gravity value computed on the
 ML0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0183.degrees latitude (g = 980.6199 gals.).
 ML0183
 ML0183.The modeled gravity was interpolated from observed gravity values.
 ML0183
 ML0183. The following values were computed from the NAD 83(2011) position.
 ML0183
 ML0183;                    North         East     Units Scale Factor Converg.
 ML0183;SPC NE       -   150,769.819   653,226.489   MT  0.99967500   +1 12 38.2
 ML0183;SPC NE       -   494,650.65  2,143,127.24   sFT  0.99967500   +1 12 38.2
 ML0183;UTM  14      - 4,558,704.899   569,350.225   MT  0.99965919   +0 32 39.8
 ML0183
 ML0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0183!SPC NE       -   0.99992042  x   0.99967500  =   0.99959544
 ML0183!UTM  14      -   0.99992042  x   0.99965919  =   0.99957964
 ML0183
 ML0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6935058704(NAD 83)
 ML0183
 ML0183                          SUPERSEDED SURVEY CONTROL
 ML0183
 ML0183  NAD 83(2007)-  41 10 36.20762(N)    098 10 23.48579(W) AD(2002.00) 0
 ML0183  ELLIP H (02/10/07)  507.419  (m)                       GP(2002.00)    
 ML0183  ELLIP H (07/10/01)  507.390  (m)                       GP(       ) 4 1
 ML0183  NAD 83(1995)-  41 10 36.20737(N)    098 10 23.48526(W) AD(       ) B
 ML0183  ELLIP H (06/25/96)  507.457  (m)                       GP(       ) 1 1
 ML0183  NAVD 88             532.34   (m)         1746.5    (f) LEVELING    3  
 ML0183  NGVD 29 (??/??/92)  532.109  (m)         1745.76   (f) ADJ UNCH    2 0
 ML0183
 ML0183.Superseded values are not recommended for survey control.
 ML0183
 ML0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0183.See file dsdata.pdf to determine how the superseded data were derived.
 ML0183
 ML0183_MARKER: DB = BENCH MARK DISK
 ML0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0183_STAMPING: T 332 1950
 ML0183_MARK LOGO: CGS
 ML0183_PROJECTION: PROJECTING 15 CENTIMETERS
 ML0183_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0183+STABILITY: SURFACE MOTION
 ML0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0183+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2023
 ML0183
 ML0183  HISTORY     - Date     Condition        Report By
 ML0183  HISTORY     - 1950     MONUMENTED       CGS
 ML0183  HISTORY     - 19950606 GOOD             NGS
 ML0183  HISTORY     - 20000501 GOOD             NGS
 ML0183  HISTORY     - 20100512 GOOD             INDIV
 ML0183  HISTORY     - 20170322 GOOD             NEGS
 ML0183  HISTORY     - 20230714 GOOD             NEGS
 ML0183
 ML0183                          STATION DESCRIPTION
 ML0183
 ML0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0183'2 MI NW FROM ARCHER.
 ML0183'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0183'RAILROAD FROM THE STATION AT ARCHER, AT A ROAD CROSSING, AT A
 ML0183'ROAD INTERSECTION, 258 FEET EAST OF THE CENTER LINE OF A NORTH
 ML0183'AND SOUTH GRAVELED ROAD, 175 FEET NORTHEAST OF MILEPOST 30,
 ML0183'88 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET SOUTH OF THE
 ML0183'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 14.5 FEET WEST OF A
 ML0183'POWER POLE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 ML0183'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0183
 ML0183                          STATION RECOVERY (1995)
 ML0183
 ML0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0183'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF PALMER, 2 MI
 ML0183'(3.2 KM) NORTHWEST OF ARCHER, 1.0 MI (1.6 KM) SOUTH OF STATE HIGHWAY
 ML0183'92, ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN THE
 ML0183'NW1/4, SEC19, T14N, R7W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 ML0183'HIGHWAY 92 AND STATE ROAD 61A SPUR, ABOUT 2 MI (3.2 KM) SOUTH OF
 ML0183'PALMER, GO EAST ON HIGHWAY 92 FOR 4.0 MI (6.4 KM) TO A GRAVELED
 ML0183'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MI (1.6 KM) TO A CROSSROAD
 ML0183'AND AN OLD RAILROAD.  TURN LEFT AND GO EAST FOR 0.05 MI (0.08 KM) TO
 ML0183'THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND
 ML0183'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 225.0 FT (68.6
 ML0183'M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 88.0 FT (26.8 M)
 ML0183'NORTH-NORTHEAST OF THE NORTH RAIL OF THE TRACK, 81.7 FT (24.9 M)
 ML0183'NORTH-NORTHWEST OF RAILROAD MILEPOST 30, 57.0 FT (17.4 M) EAST OF A
 ML0183'GUYED UTILITY POLE, 36.0 FT (11.0 M) SOUTH OF THE CENTERLINE OF THE
 ML0183'EAST-WEST ROAD, 3.0 FT (0.9 M) WEST OF A WITNESS POST AND ABOUT LEVEL
 ML0183'WITH THE ROAD.  REBAR WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
 ML0183
 ML0183                          STATION RECOVERY (2000)
 ML0183
 ML0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 ML0183'THE MARK IS LOCATED 6.5 MI (10.5 KM) SOUTHEAST OF PALMER, 2.0 MI (3.2
 ML0183'KM) NORTHWEST OF ARCHER, 1.0 MI (1.6 KM) SOUTH OF STATE HIGHWAY 92.
 ML0183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND STATE
 ML0183'HIGHWAY 92 5.0 MI (8.0 KM) NORTH OF CENTRAL CITY, GO WEST ON HIGHWAY
 ML0183'92 9.0 MI (14.5 KM) TO A GRAVEL CROSSROAD (7TH ROAD).  TURN LEFT AND
 ML0183'GO SOUTH ON GRAVEL ROAD FOR 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT (R
 ML0183'ROAD) AND THE RAILROAD TRACKS AHEAD.  TURN LEFT ON THE GRAVEL ROAD FOR
 ML0183'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE DISK IS SET INTO A
 ML0183'ROUND CONCRETE MONUMENT PROJECTING 0.1 M ABOVE THE GROUND, 68.6 M EAST
 ML0183'OF THE CENTERLINE OF 7TH ROAD, 26.8 M NORTH OF THE NORTH RAIL OF THE
 ML0183'TRACK, 17.4 M EAST OF A GUYED UTILITY POLE, 11.0 M SOUTH OF THE
 ML0183'CENTERLINE OF R ROAD AND 0.9 M WEST OF A WITNESS POST.
 ML0183
 ML0183                          STATION RECOVERY (2010)
 ML0183
 ML0183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 ML0183'RECOVERED IN GOOD CONDITION.
 ML0183
 ML0183                          STATION RECOVERY (2017)
 ML0183
 ML0183'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 ML0183'RECOVERED AS DESCRIBED
 ML0183
 ML0183                          STATION RECOVERY (2023)
 ML0183
 ML0183'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2023 (BO)
 ML0183'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 14 AND NE. HIGHWAY 92
 ML0183'APPROXIMATELY 5.5 MI (8.8 KM) NORTH OF CENTRAL CITY, NE., GO WEST ON
 ML0183'NE. HIGHWAY 92 APPROXIMATELY 9.0 MI (14.5 KM) TO THE INTERSECTION OF
 ML0183'NE. HIGHWAY 92 AND COUNTY ROAD 7.  TURN LEFT AND GO SOUTH ON COUNTY
 ML0183'ROAD 7 APPROXIMATELY 1.0 MI (1.6 KM) TO THE INTERSECTION OF COUNTY
 ML0183'ROAD 7 AND COUNTY ROAD R.  TURN LEFT AND GO EAST ON COUNTY ROAD R
 ML0183'APPROXIMATELY 255 FT (77.7 M) TO THE MARK ON THE RIGHT (SOUTH).  THE
 ML0183'MARK IS 57.0 FT (17.4 M) EAST OF UTILITY POLE, 3.0 FT (0.9 M) WEST OF
 ML0183'A FIBERGLASS WITNESS POST AND 36.0 FT (11.0 M) SOUTH OF THE CENTERLINE
 ML0183'OF COUNTY ROAD R.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1542 ***********************************************************************
 MK1542  DESIGNATION -  T 333
 MK1542  PID         -  MK1542
 MK1542  STATE/COUNTY-  NE/HAMILTON
 MK1542  COUNTRY     -  US
 MK1542  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1542
 MK1542                         *CURRENT SURVEY CONTROL
 MK1542  ______________________________________________________________________
 MK1542* NAD 83(1986) POSITION- 41 01 03.     (N) 097 57 33.     (W)   SCALED
 MK1542* NAVD 88 ORTHO HEIGHT -   545.712 (meters)     1790.39  (feet) ADJUSTED
 MK1542  ______________________________________________________________________
 MK1542  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 MK1542  DYNAMIC HEIGHT  -        545.431 (meters)     1789.47  (feet) COMP
 MK1542  MODELED GRAVITY -    980,090.9   (mgal)                       NAVD 88
 MK1542
 MK1542  VERT ORDER      -  SECOND    CLASS 0
 MK1542
 MK1542.The horizontal coordinates were scaled from a map and have
 MK1542.an estimated accuracy of +/- 6 seconds.
 MK1542
 MK1542.The orthometric height was determined by differential leveling and
 MK1542.adjusted by the NATIONAL GEODETIC SURVEY
 MK1542.in June 1991.
 MK1542
 MK1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1542.GEOID18 height accuracy estimate available here.
 MK1542
 MK1542.Click photographs - Photos may exist for this station.
 MK1542
 MK1542.The dynamic height is computed by dividing the NAVD 88
 MK1542.geopotential number by the normal gravity value computed on the
 MK1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1542.degrees latitude (g = 980.6199 gals.).
 MK1542
 MK1542.The modeled gravity was interpolated from observed gravity values.
 MK1542
 MK1542;                    North         East    Units  Estimated Accuracy
 MK1542;SPC NE       -   133,500.      671,590.      MT  (+/- 180 meters Scaled)
 MK1542
 MK1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL875412(NAD 83)
 MK1542
 MK1542                          SUPERSEDED SURVEY CONTROL
 MK1542
 MK1542  NGVD 29 (??/??/92)  545.484  (m)         1789.64   (f) ADJ UNCH    2 0
 MK1542
 MK1542.Superseded values are not recommended for survey control.
 MK1542
 MK1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1542.See file dsdata.pdf to determine how the superseded data were derived.
 MK1542
 MK1542_MARKER: DB = BENCH MARK DISK
 MK1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1542_STAMPING: T 333 1950
 MK1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1542+STABILITY: SURFACE MOTION
 MK1542
 MK1542  HISTORY     - Date     Condition        Report By
 MK1542  HISTORY     - 1950     MONUMENTED       CGS
 MK1542  HISTORY     - 1962     MARK NOT FOUND   USGS
 MK1542
 MK1542                          STATION DESCRIPTION
 MK1542
 MK1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1542'3.8 MI NE FROM MARQUETTE.
 MK1542'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1542'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE 2.0 MILES
 MK1542'EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 81 FEET
 MK1542'SOUTH OF A POWER POLE WHICH IS ON THE NORTH SIDE OF AN EAST
 MK1542'AND WEST ROAD, 46 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1542'WEST ROAD, 34 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1542'ROAD, 1.8 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST,
 MK1542'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MK1542'THE GROUND.
 MK1542
 MK1542                          STATION RECOVERY (1962)
 MK1542
 MK1542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0157 ***********************************************************************
 LH0157  DESIGNATION -  T 334
 LH0157  PID         -  LH0157
 LH0157  STATE/COUNTY-  NE/HAMILTON
 LH0157  COUNTRY     -  US
 LH0157  USGS QUAD   -  MURPHY (2017)
 LH0157
 LH0157                         *CURRENT SURVEY CONTROL
 LH0157  ______________________________________________________________________
 LH0157* NAD 83(1986) POSITION- 40 56 39.     (N) 098 06 44.     (W)   SCALED
 LH0157* NAVD 88 ORTHO HEIGHT -   563.893 (meters)     1850.04  (feet) ADJUSTED
 LH0157  ______________________________________________________________________
 LH0157  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 LH0157  DYNAMIC HEIGHT  -        563.601 (meters)     1849.08  (feet) COMP
 LH0157  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 LH0157
 LH0157  VERT ORDER      -  SECOND    CLASS 0
 LH0157
 LH0157.The horizontal coordinates were scaled from a map and have
 LH0157.an estimated accuracy of +/- 6 seconds.
 LH0157
 LH0157.The orthometric height was determined by differential leveling and
 LH0157.adjusted by the NATIONAL GEODETIC SURVEY
 LH0157.in June 1991.
 LH0157
 LH0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0157.GEOID18 height accuracy estimate available here.
 LH0157
 LH0157.Click photographs - Photos may exist for this station.
 LH0157
 LH0157.The dynamic height is computed by dividing the NAVD 88
 LH0157.geopotential number by the normal gravity value computed on the
 LH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0157.degrees latitude (g = 980.6199 gals.).
 LH0157
 LH0157.The modeled gravity was interpolated from observed gravity values.
 LH0157
 LH0157;                    North         East    Units  Estimated Accuracy
 LH0157;SPC NE       -   125,070.      658,900.      MT  (+/- 180 meters Scaled)
 LH0157
 LH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL747329(NAD 83)
 LH0157
 LH0157                          SUPERSEDED SURVEY CONTROL
 LH0157
 LH0157  NGVD 29 (??/??/92)  563.658  (m)         1849.27   (f) ADJ UNCH    2 0
 LH0157
 LH0157.Superseded values are not recommended for survey control.
 LH0157
 LH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0157.See file dsdata.pdf to determine how the superseded data were derived.
 LH0157
 LH0157_MARKER: DB = BENCH MARK DISK
 LH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0157_STAMPING: T 334 1950
 LH0157_MARK LOGO: CGS
 LH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0157+STABILITY: SURFACE MOTION
 LH0157
 LH0157  HISTORY     - Date     Condition        Report By
 LH0157  HISTORY     - 1950     MONUMENTED       CGS
 LH0157
 LH0157                          STATION DESCRIPTION
 LH0157
 LH0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0157'9.5 MI SW FROM MARQUETTE.
 LH0157'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0157'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0157'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG A
 LH0157'GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, AT
 LH0157'THE MONROE CENTER SCHOOL (DISTRICT 45), 116 FEET SOUTH OF THE
 LH0157'CENTER LINE OF AN EAST AND WEST ROAD, 37 FEET EAST OF THE CENTER
 LH0157'LINE OF A NORTH AND SOUTH ROAD, 15.6 FEET SOUTHWEST OF THE
 LH0157'SOUTHWEST CORNER OF THE SCHOOLHOUSE, 7 FEET NORTH OF A FORKED
 LH0157'ELM TREE, 3.7 FEET EAST OF A POWER POLE, SET IN THE TOP OF A
 LH0157'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0060 ***********************************************************************
 ML0060  DESIGNATION -  T 335
 ML0060  PID         -  ML0060
 ML0060  STATE/COUNTY-  NE/BOONE
 ML0060  COUNTRY     -  US
 ML0060  USGS QUAD   -  SPALDING (2017)
 ML0060
 ML0060                         *CURRENT SURVEY CONTROL
 ML0060  ______________________________________________________________________
 ML0060* NAD 83(1986) POSITION- 41 37 49.     (N) 098 15 05.     (W)   SCALED
 ML0060* NAVD 88 ORTHO HEIGHT -   558.196 (meters)     1831.35  (feet) ADJUSTED
 ML0060  ______________________________________________________________________
 ML0060  GEOID HEIGHT    -        -24.575 (meters)                     GEOID18
 ML0060  DYNAMIC HEIGHT  -        557.935 (meters)     1830.49  (feet) COMP
 ML0060  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 ML0060
 ML0060  VERT ORDER      -  SECOND    CLASS 0
 ML0060
 ML0060.The horizontal coordinates were scaled from a map and have
 ML0060.an estimated accuracy of +/- 6 seconds.
 ML0060
 ML0060.The orthometric height was determined by differential leveling and
 ML0060.adjusted by the NATIONAL GEODETIC SURVEY
 ML0060.in June 1991.
 ML0060
 ML0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0060.GEOID18 height accuracy estimate available here.
 ML0060
 ML0060.Click photographs - Photos may exist for this station.
 ML0060
 ML0060.The dynamic height is computed by dividing the NAVD 88
 ML0060.geopotential number by the normal gravity value computed on the
 ML0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0060.degrees latitude (g = 980.6199 gals.).
 ML0060
 ML0060.The modeled gravity was interpolated from observed gravity values.
 ML0060
 ML0060;                    North         East    Units  Estimated Accuracy
 ML0060;SPC NE       -   200,980.      645,650.      MT  (+/- 180 meters Scaled)
 ML0060
 ML0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM623089(NAD 83)
 ML0060
 ML0060                          SUPERSEDED SURVEY CONTROL
 ML0060
 ML0060  NGVD 29 (??/??/92)  557.959  (m)         1830.57   (f) ADJ UNCH    2 0
 ML0060
 ML0060.Superseded values are not recommended for survey control.
 ML0060
 ML0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0060.See file dsdata.pdf to determine how the superseded data were derived.
 ML0060
 ML0060_MARKER: DB = BENCH MARK DISK
 ML0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0060_STAMPING: T 335 1950
 ML0060_MARK LOGO: CGS
 ML0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0060+STABILITY: SURFACE MOTION
 ML0060
 ML0060  HISTORY     - Date     Condition        Report By
 ML0060  HISTORY     - 1950     MONUMENTED       CGS
 ML0060
 ML0060                          STATION DESCRIPTION
 ML0060
 ML0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0060'0.9 MI NW FROM PRIMROSE.
 ML0060'0.9 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0060'STATION AT PRIMROSE, AT A ROAD INTERSECTION, 43 FEET SOUTHWEST OF
 ML0060'THE SOUTHWEST RAIL, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 ML0060'ROAD, 37 FEET NORTHEAST OF A FENCE, 4.2 FEET NORTH OF A FENCE
 ML0060'CORNER, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0060'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0110 ***********************************************************************
 LH0110  DESIGNATION -  T 336
 LH0110  PID         -  LH0110
 LH0110  STATE/COUNTY-  NE/HALL
 LH0110  COUNTRY     -  US
 LH0110  USGS QUAD   -  DONIPHAN (2017)
 LH0110
 LH0110                         *CURRENT SURVEY CONTROL
 LH0110  ______________________________________________________________________
 LH0110* NAD 83(1986) POSITION- 40 46 15.09   (N) 098 19 38.64   (W)   HD_HELD1
 LH0110* NAVD 88 ORTHO HEIGHT -   589.332 (meters)     1933.50  (feet) ADJUSTED
 LH0110  ______________________________________________________________________
 LH0110  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 LH0110  DYNAMIC HEIGHT  -        589.014 (meters)     1932.46  (feet) COMP
 LH0110  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LH0110
 LH0110  VERT ORDER      -  SECOND    CLASS 0
 LH0110
 LH0110.The horizontal coordinates were determined by differentially corrected
 LH0110.hand held GPS observations or other comparable positioning techniques
 LH0110.and have an estimated accuracy of +/- 3 meters.
 LH0110
 LH0110.The orthometric height was determined by differential leveling and
 LH0110.adjusted by the NATIONAL GEODETIC SURVEY
 LH0110.in June 1991.
 LH0110
 LH0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0110.GEOID18 height accuracy estimate available here.
 LH0110
 LH0110.Click photographs - Photos may exist for this station.
 LH0110
 LH0110.The dynamic height is computed by dividing the NAVD 88
 LH0110.geopotential number by the normal gravity value computed on the
 LH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0110.degrees latitude (g = 980.6199 gals.).
 LH0110
 LH0110.The modeled gravity was interpolated from observed gravity values.
 LH0110
 LH0110;                    North         East    Units  Estimated Accuracy
 LH0110;SPC NE       -   105,457.0     641,165.3     MT  (+/- 3 meters HH1 GPS) 
 LH0110
 LH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5676213538(NAD 83)
 LH0110
 LH0110                          SUPERSEDED SURVEY CONTROL
 LH0110
 LH0110  NGVD 29 (??/??/92)  589.094  (m)         1932.72   (f) ADJ UNCH    2 0
 LH0110
 LH0110.Superseded values are not recommended for survey control.
 LH0110
 LH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0110.See file dsdata.pdf to determine how the superseded data were derived.
 LH0110
 LH0110_MARKER: DB = BENCH MARK DISK
 LH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0110_STAMPING: T 336 1950
 LH0110_MARK LOGO: CGS
 LH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0110+STABILITY: SURFACE MOTION
 LH0110
 LH0110  HISTORY     - Date     Condition        Report By
 LH0110  HISTORY     - 1950     MONUMENTED       CGS
 LH0110
 LH0110                          STATION DESCRIPTION
 LH0110
 LH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0110'2.2 MI E FROM DONIPHAN.
 LH0110'1.5 MILES EAST ALONG U.S. HIGHWAY 281 AND 34 FROM THE UNION
 LH0110'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 0.65 MILE EAST ALONG
 LH0110'A GRAVELED ROAD, AT THE NORTHEAST CORNER OF A GROVE OF TREES,
 LH0110'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET WEST OF
 LH0110'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH TO THE
 LH0110'J.W. HARRIS FARMHOUSE, 4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT
 LH0110'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0110'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0494 ***********************************************************************
 ML0494  DESIGNATION -  T 337
 ML0494  PID         -  ML0494
 ML0494  STATE/COUNTY-  NE/VALLEY
 ML0494  COUNTRY     -  US
 ML0494  USGS QUAD   -  ORD (2017)
 ML0494
 ML0494                         *CURRENT SURVEY CONTROL
 ML0494  ______________________________________________________________________
 ML0494* NAD 83(1986) POSITION- 41 37 08.     (N) 098 56 31.     (W)   SCALED
 ML0494* NAVD 88 ORTHO HEIGHT -   626.266 (meters)     2054.67  (feet) ADJUSTED
 ML0494  ______________________________________________________________________
 ML0494  GEOID HEIGHT    -        -23.912 (meters)                     GEOID18
 ML0494  DYNAMIC HEIGHT  -        625.960 (meters)     2053.67  (feet) COMP
 ML0494  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 ML0494
 ML0494  VERT ORDER      -  SECOND    CLASS 0
 ML0494
 ML0494.The horizontal coordinates were scaled from a map and have
 ML0494.an estimated accuracy of +/- 6 seconds.
 ML0494
 ML0494.The orthometric height was determined by differential leveling and
 ML0494.adjusted by the NATIONAL GEODETIC SURVEY
 ML0494.in June 1991.
 ML0494
 ML0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0494.GEOID18 height accuracy estimate available here.
 ML0494
 ML0494.Click photographs - Photos may exist for this station.
 ML0494
 ML0494.The dynamic height is computed by dividing the NAVD 88
 ML0494.geopotential number by the normal gravity value computed on the
 ML0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0494.degrees latitude (g = 980.6199 gals.).
 ML0494
 ML0494.The modeled gravity was interpolated from observed gravity values.
 ML0494
 ML0494;                    North         East    Units  Estimated Accuracy
 ML0494;SPC NE       -   198,780.      588,150.      MT  (+/- 180 meters Scaled)
 ML0494
 ML0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM048074(NAD 83)
 ML0494
 ML0494                          SUPERSEDED SURVEY CONTROL
 ML0494
 ML0494  NGVD 29 (??/??/92)  626.013  (m)         2053.84   (f) ADJ UNCH    2 0
 ML0494
 ML0494.Superseded values are not recommended for survey control.
 ML0494
 ML0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0494.See file dsdata.pdf to determine how the superseded data were derived.
 ML0494
 ML0494_MARKER: DB = BENCH MARK DISK
 ML0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0494_STAMPING: T 337 1950
 ML0494_MARK LOGO: CGS
 ML0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0494+STABILITY: SURFACE MOTION
 ML0494
 ML0494  HISTORY     - Date     Condition        Report By
 ML0494  HISTORY     - 1950     MONUMENTED       CGS
 ML0494  HISTORY     - 1985     GOOD             NGS
 ML0494
 ML0494                          STATION DESCRIPTION
 ML0494
 ML0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0494'1.2 MI NW FROM ORD.
 ML0494'1.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0494'RAILROAD FROM THE STATION AT ORD, AT A ROAD CROSSING, 44.8 FEET
 ML0494'NORTHEAST OF THE NORTHEAST RAIL, 34 FEET NORTHWEST OF THE CENTER
 ML0494'LINE OF A DIRT ROAD, 11.6 FEET NORTHWEST OF A FENCE CORNER, 2.2
 ML0494'FEET SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST,
 ML0494'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0494'THE GROUND.
 ML0494
 ML0494                          STATION RECOVERY (1985)
 ML0494
 ML0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0494'6.48 KM (0.3 MI) WEST ALONG L STREET AND STATE HIGHWAY 11, FROM THE
 ML0494'COURTHOUSE IN OLD, THENCE 1.77 KM (1.1 MI) RIGHT AND NORTH ALONG
 ML0494'STATE HIGHWAY 11, THENCE 0.16 KM (0.1 MI) RIGHT AND EAST ALONG A
 ML0494'GRADED ROAD 70. THE MARK ON THE LEFT, 4.1 M (30.0 FT) NORTH FROM THE
 ML0494'CENTERLINE OF THE HIGHWAY, 3.54 M (11.6 FT) NORTHWEST OF A FENCE
 ML0494'CORNER, 0.61 M (2.0 FT) SOUTHEAST FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0445 ***********************************************************************
 NP0445  DESIGNATION -  T 340
 NP0445  PID         -  NP0445
 NP0445  STATE/COUNTY-  NE/SIOUX
 NP0445  COUNTRY     -  US
 NP0445  USGS QUAD   -  KYLE CREEK (2017)
 NP0445
 NP0445                         *CURRENT SURVEY CONTROL
 NP0445  ______________________________________________________________________
 NP0445* NAD 83(1986) POSITION- 42 37 05.     (N) 103 42 01.     (W)   SCALED
 NP0445* NAVD 88 ORTHO HEIGHT -  1322.096 (meters)     4337.58  (feet) ADJUSTED
 NP0445  ______________________________________________________________________
 NP0445  GEOID HEIGHT    -        -16.820 (meters)                     GEOID18
 NP0445  DYNAMIC HEIGHT  -       1321.326 (meters)     4335.05  (feet) COMP
 NP0445  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 NP0445
 NP0445  VERT ORDER      -  FIRST     CLASS II
 NP0445
 NP0445.The horizontal coordinates were scaled from a map and have
 NP0445.an estimated accuracy of +/- 6 seconds.
 NP0445
 NP0445.The orthometric height was determined by differential leveling and
 NP0445.adjusted by the NATIONAL GEODETIC SURVEY
 NP0445.in June 1991.
 NP0445
 NP0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0445.GEOID18 height accuracy estimate available here.
 NP0445
 NP0445.Click photographs - Photos may exist for this station.
 NP0445
 NP0445.The dynamic height is computed by dividing the NAVD 88
 NP0445.geopotential number by the normal gravity value computed on the
 NP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0445.degrees latitude (g = 980.6199 gals.).
 NP0445
 NP0445.The modeled gravity was interpolated from observed gravity values.
 NP0445
 NP0445;                    North         East    Units  Estimated Accuracy
 NP0445;SPC NE       -   315,690.      196,550.      MT  (+/- 180 meters Scaled)
 NP0445
 NP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH065192(NAD 83)
 NP0445
 NP0445                          SUPERSEDED SURVEY CONTROL
 NP0445
 NP0445  NGVD 29 (??/??/92) 1321.440  (m)         4335.42   (f) ADJ UNCH    1 2
 NP0445
 NP0445.Superseded values are not recommended for survey control.
 NP0445
 NP0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0445.See file dsdata.pdf to determine how the superseded data were derived.
 NP0445
 NP0445_MARKER: DB = BENCH MARK DISK
 NP0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0445_SP_SET: ABUTMENT
 NP0445_STAMPING: T 340 1954
 NP0445_MARK LOGO: CGS
 NP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0445
 NP0445  HISTORY     - Date     Condition        Report By
 NP0445  HISTORY     - 1954     MONUMENTED       CGS
 NP0445
 NP0445                          STATION DESCRIPTION
 NP0445
 NP0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0445'11.1 MI SE FROM HARRISON.
 NP0445'11.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0445'FROM THE STATION AT HARRISON, 12 POLES WEST OF MILEPOST 449, 11
 NP0445'FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET BELOW THE TOP OF THE
 NP0445'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 NP0445'ABUTMENT OF STEEL GIRDER BRIDGE 7.47.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0452 ***********************************************************************
 NP0452  DESIGNATION -  T 341
 NP0452  PID         -  NP0452
 NP0452  STATE/COUNTY-  NE/SIOUX
 NP0452  COUNTRY     -  US
 NP0452  USGS QUAD   -  HARRISON EAST (2017)
 NP0452
 NP0452                         *CURRENT SURVEY CONTROL
 NP0452  ______________________________________________________________________
 NP0452* NAD 83(1986) POSITION- 42 39 46.     (N) 103 47 18.     (W)   SCALED
 NP0452* NAVD 88 ORTHO HEIGHT -  1413.284 (meters)     4636.75  (feet) ADJUSTED
 NP0452  ______________________________________________________________________
 NP0452  GEOID HEIGHT    -        -16.450 (meters)                     GEOID18
 NP0452  DYNAMIC HEIGHT  -       1412.447 (meters)     4634.00  (feet) COMP
 NP0452  MODELED GRAVITY -    979,979.5   (mgal)                       NAVD 88
 NP0452
 NP0452  VERT ORDER      -  FIRST     CLASS II
 NP0452
 NP0452.The horizontal coordinates were scaled from a map and have
 NP0452.an estimated accuracy of +/- 6 seconds.
 NP0452
 NP0452.The orthometric height was determined by differential leveling and
 NP0452.adjusted by the NATIONAL GEODETIC SURVEY
 NP0452.in June 1991.
 NP0452
 NP0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0452.GEOID18 height accuracy estimate available here.
 NP0452
 NP0452.Click photographs - Photos may exist for this station.
 NP0452
 NP0452.The dynamic height is computed by dividing the NAVD 88
 NP0452.geopotential number by the normal gravity value computed on the
 NP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0452.degrees latitude (g = 980.6199 gals.).
 NP0452
 NP0452.The modeled gravity was interpolated from observed gravity values.
 NP0452
 NP0452;                    North         East    Units  Estimated Accuracy
 NP0452;SPC NE       -   320,970.      189,550.      MT  (+/- 180 meters Scaled)
 NP0452
 NP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH992240(NAD 83)
 NP0452
 NP0452                          SUPERSEDED SURVEY CONTROL
 NP0452
 NP0452  NGVD 29 (??/??/92) 1412.604  (m)         4634.52   (f) ADJ UNCH    1 2
 NP0452
 NP0452.Superseded values are not recommended for survey control.
 NP0452
 NP0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0452.See file dsdata.pdf to determine how the superseded data were derived.
 NP0452
 NP0452_MARKER: DB = BENCH MARK DISK
 NP0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0452_STAMPING: T 341 1954
 NP0452_MARK LOGO: CGS
 NP0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0452+STABILITY: SURFACE MOTION
 NP0452
 NP0452  HISTORY     - Date     Condition        Report By
 NP0452  HISTORY     - 1954     MONUMENTED       CGS
 NP0452
 NP0452                          STATION DESCRIPTION
 NP0452
 NP0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0452'5.4 MI SE FROM HARRISON.
 NP0452'5.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0452'FROM THE STATION AT HARRISON, 39 FEET SOUTHWEST OF THE SOUTHWEST
 NP0452'RAIL, 9 FEET NORTHEAST OF A FENCE, 6.5 FEET NORTHWEST OF MILEPOST
 NP0452'455, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0452'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0331 ***********************************************************************
 NP0331  DESIGNATION -  T 342
 NP0331  PID         -  NP0331
 NP0331  STATE/COUNTY-  NE/BOX BUTTE
 NP0331  COUNTRY     -  US
 NP0331  USGS QUAD   -  SCHOOL NUMBER 7 (2017)
 NP0331
 NP0331                         *CURRENT SURVEY CONTROL
 NP0331  ______________________________________________________________________
 NP0331* NAD 83(1986) POSITION- 42 14 31.95   (N) 103 00 04.84   (W)   HD_HELD1
 NP0331* NAVD 88 ORTHO HEIGHT -  1269.813 (meters)     4166.04  (feet) ADJUSTED
 NP0331  ______________________________________________________________________
 NP0331  GEOID HEIGHT    -        -18.411 (meters)                     GEOID18
 NP0331  DYNAMIC HEIGHT  -       1269.072 (meters)     4163.61  (feet) COMP
 NP0331  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 NP0331
 NP0331  VERT ORDER      -  FIRST     CLASS II
 NP0331
 NP0331.The horizontal coordinates were determined by differentially corrected
 NP0331.hand held GPS observations or other comparable positioning techniques
 NP0331.and have an estimated accuracy of +/- 3 meters.
 NP0331
 NP0331.The orthometric height was determined by differential leveling and
 NP0331.adjusted by the NATIONAL GEODETIC SURVEY
 NP0331.in June 1991.
 NP0331
 NP0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0331.GEOID18 height accuracy estimate available here.
 NP0331
 NP0331.Click photographs - Photos may exist for this station.
 NP0331
 NP0331.The dynamic height is computed by dividing the NAVD 88
 NP0331.geopotential number by the normal gravity value computed on the
 NP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0331.degrees latitude (g = 980.6199 gals.).
 NP0331
 NP0331.The modeled gravity was interpolated from observed gravity values.
 NP0331
 NP0331;                    North         East    Units  Estimated Accuracy
 NP0331;SPC NE       -   271,752.0     252,395.4     MT  (+/- 3 meters HH1 GPS) 
 NP0331
 NP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6489778602(NAD 83)
 NP0331
 NP0331                          SUPERSEDED SURVEY CONTROL
 NP0331
 NP0331  NGVD 29 (??/??/92) 1269.213  (m)         4164.08   (f) ADJ UNCH    1 2
 NP0331
 NP0331.Superseded values are not recommended for survey control.
 NP0331
 NP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0331.See file dsdata.pdf to determine how the superseded data were derived.
 NP0331
 NP0331_MARKER: DB = BENCH MARK DISK
 NP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0331_STAMPING: T 342 1956
 NP0331_MARK LOGO: CGS
 NP0331_PROJECTION: PROJECTING 15 CENTIMETERS
 NP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0331+STABILITY: SURFACE MOTION
 NP0331
 NP0331  HISTORY     - Date     Condition        Report By
 NP0331  HISTORY     - 1956     MONUMENTED       CGS
 NP0331  HISTORY     - 1985     GOOD             NGS
 NP0331
 NP0331                          STATION DESCRIPTION
 NP0331
 NP0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0331'6.8 MI SE FROM HEMINGFORD.
 NP0331'6.8 MILES SOUTHEAST ALONG THE CHICAGO BURLINGTON AND QUINCY
 NP0331'RAILROAD FROM THE STATION AT HEMINGFORD, 4 1/2 POLES SOUTHEAST
 NP0331'OF MILEPOST 378, 48 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0331'HIGHWAY 2, 40.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET
 NP0331'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0331'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 NP0331'OF SECTION 11, TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0331
 NP0331                          STATION RECOVERY (1985)
 NP0331
 NP0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0331'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 10.70 KM
 NP0331'(6.65 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 NP0331'HIGHWAY87 AT HEMINGFORD, 4 1/2 POLES SOUTHEAST OF MILEPOLE 378,
 NP0331'20.27 METERS (66.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 24.72
 NP0331'METERS (81.1 FT) WEST OF THE WEST CORNER OF A RAILROAD BATTERY BOX AT
 NP0331'A SIGNAL LITE, 12.38 METERS (40.6 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 NP0331'AND 0.92 METERS (3 FT) SOUTHEAST OF A WOODEN WITNESS POST.
 NP0331'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0331'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0299 ***********************************************************************
 NP0299  DESIGNATION -  T 343
 NP0299  PID         -  NP0299
 NP0299  STATE/COUNTY-  NE/DAWES
 NP0299  COUNTRY     -  US
 NP0299  USGS QUAD   -  BELMONT (2017)
 NP0299
 NP0299                         *CURRENT SURVEY CONTROL
 NP0299  ______________________________________________________________________
 NP0299* NAD 83(1986) POSITION- 42 36 24.     (N) 103 21 24.     (W)   SCALED
 NP0299* NAVD 88 ORTHO HEIGHT -  1261.282 (meters)     4138.06  (feet) ADJUSTED
 NP0299  ______________________________________________________________________
 NP0299  GEOID HEIGHT    -        -17.741 (meters)                     GEOID18
 NP0299  DYNAMIC HEIGHT  -       1260.563 (meters)     4135.70  (feet) COMP
 NP0299  MODELED GRAVITY -    980,007.5   (mgal)                       NAVD 88
 NP0299
 NP0299  VERT ORDER      -  FIRST     CLASS II
 NP0299
 NP0299.The horizontal coordinates were scaled from a map and have
 NP0299.an estimated accuracy of +/- 6 seconds.
 NP0299
 NP0299.The orthometric height was determined by differential leveling and
 NP0299.adjusted by the NATIONAL GEODETIC SURVEY
 NP0299.in June 1991.
 NP0299
 NP0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0299.GEOID18 height accuracy estimate available here.
 NP0299
 NP0299.Click photographs - Photos may exist for this station.
 NP0299
 NP0299.The dynamic height is computed by dividing the NAVD 88
 NP0299.geopotential number by the normal gravity value computed on the
 NP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0299.degrees latitude (g = 980.6199 gals.).
 NP0299
 NP0299.The modeled gravity was interpolated from observed gravity values.
 NP0299
 NP0299;                    North         East    Units  Estimated Accuracy
 NP0299;SPC NE       -   313,280.      224,670.      MT  (+/- 180 meters Scaled)
 NP0299
 NP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH347184(NAD 83)
 NP0299
 NP0299                          SUPERSEDED SURVEY CONTROL
 NP0299
 NP0299  NGVD 29 (??/??/92) 1260.652  (m)         4135.99   (f) ADJ UNCH    1 2
 NP0299
 NP0299.Superseded values are not recommended for survey control.
 NP0299
 NP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0299.See file dsdata.pdf to determine how the superseded data were derived.
 NP0299
 NP0299_MARKER: DB = BENCH MARK DISK
 NP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0299_STAMPING: T 343 1956
 NP0299_MARK LOGO: CGS
 NP0299_PROJECTION: FLUSH
 NP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0299+STABILITY: SURFACE MOTION
 NP0299
 NP0299  HISTORY     - Date     Condition        Report By
 NP0299  HISTORY     - 1956     MONUMENTED       CGS
 NP0299  HISTORY     - 1985     GOOD             NGS
 NP0299
 NP0299                          STATION DESCRIPTION
 NP0299
 NP0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0299'7.1 MI SE FROM CRAWFORD.
 NP0299'7.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0299'RAILROAD FROM THE STATION AT CRAWFORD, 8 POLES SOUTH OF MILEPOST
 NP0299'416, 57.6 FEET WEST OF THE WEST RAIL, 4 FEET EAST OF A FENCE,
 NP0299'2 FEET SOUTH OF A WITNESS POST, 6 FEET ABOVE THE TOP OF THE
 NP0299'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NP0299'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP
 NP0299'30 NORTH, RANGE 51 WEST.
 NP0299
 NP0299                          STATION RECOVERY (1985)
 NP0299
 NP0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0299'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0299'BURLINGTON NORTHERN RAILROAD.
 NP0299'THE MARK IS 1.8 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0158 ***********************************************************************
 MN0158  DESIGNATION -  T 344
 MN0158  PID         -  MN0158
 MN0158  STATE/COUNTY-  NE/MORRILL
 MN0158  COUNTRY     -  US
 MN0158  USGS QUAD   -  ANGORA SE (2017)
 MN0158
 MN0158                         *CURRENT SURVEY CONTROL
 MN0158  ______________________________________________________________________
 MN0158* NAD 83(1986) POSITION- 41 49 40.     (N) 103 06 48.     (W)   SCALED
 MN0158* NAVD 88 ORTHO HEIGHT -  1278.845 (meters)     4195.68  (feet) POSTED
 MN0158  ______________________________________________________________________
 MN0158  GEOID HEIGHT    -        -19.250 (meters)                     GEOID18
 MN0158  DYNAMIC HEIGHT  -       1278.02  (meters)     4193.0   (feet) COMP
 MN0158  MODELED GRAVITY -    979,931.8   (mgal)                       NAVD 88
 MN0158
 MN0158  VERT ORDER      -  * POSTED, SEE BELOW
 MN0158
 MN0158.The horizontal coordinates were scaled from a map and have
 MN0158.an estimated accuracy of +/- 6 seconds.
 MN0158
 MN0158.The orthometric height was determined by differential leveling
 MN0158.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0158
 MN0158.* This is a POSTED BENCH MARK height.
 MN0158
 MN0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0158.GEOID18 height accuracy estimate available here.
 MN0158
 MN0158.Click photographs - Photos may exist for this station.
 MN0158
 MN0158.The dynamic height is computed by dividing the NAVD 88
 MN0158.geopotential number by the normal gravity value computed on the
 MN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0158.degrees latitude (g = 980.6199 gals.).
 MN0158
 MN0158.The modeled gravity was interpolated from observed gravity values.
 MN0158
 MN0158;                    North         East    Units  Estimated Accuracy
 MN0158;SPC NE       -   226,090.      241,500.      MT  (+/- 180 meters Scaled)
 MN0158
 MN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG566323(NAD 83)
 MN0158
 MN0158                          SUPERSEDED SURVEY CONTROL
 MN0158
 MN0158  NGVD 29 (??/??/92) 1278.202  (m)         4193.57   (f) ADJ UNCH    1 2
 MN0158
 MN0158.Superseded values are not recommended for survey control.
 MN0158
 MN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0158.See file dsdata.pdf to determine how the superseded data were derived.
 MN0158
 MN0158_MARKER: DB = BENCH MARK DISK
 MN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0158_STAMPING: T 344 1956
 MN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0158+STABILITY: SURFACE MOTION
 MN0158
 MN0158  HISTORY     - Date     Condition        Report By
 MN0158  HISTORY     - 1956     MONUMENTED       CGS
 MN0158  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0158
 MN0158                          STATION DESCRIPTION
 MN0158
 MN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0158'1.8 MI SE FROM ANGORA.
 MN0158'1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0158'RAILROAD FROM THE STATION AT ANGORA, 17 POLES NORTHWEST OF
 MN0158'MILEPOST 24, AT THE NORTHWEST END OF A CUT, 113 FEET SOUTHWEST
 MN0158'OF THE SOUTHWEST RAIL, 97.6 FEET SOUTHWEST OF THE SOUTHWEST END
 MN0158'OF A 24 INCH CULVERT, 15.7 FEET SOUTHWEST OF A FENCE, 2 FEET
 MN0158'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MN0158'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4
 MN0158'OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0158
 MN0158                          STATION RECOVERY (1985)
 MN0158
 MN0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0158'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1714 ***********************************************************************
 MK1714  DESIGNATION -  T 345
 MK1714  PID         -  MK1714
 MK1714  STATE/COUNTY-  NE/PLATTE
 MK1714  COUNTRY     -  US
 MK1714  USGS QUAD   -  LINDSAY (2017)
 MK1714
 MK1714                         *CURRENT SURVEY CONTROL
 MK1714  ______________________________________________________________________
 MK1714* NAD 83(1986) POSITION- 41 38 00.     (N) 097 38 19.     (W)   SCALED
 MK1714* NAVD 88 ORTHO HEIGHT -   491.287 (meters)     1611.83  (feet) ADJUSTED
 MK1714  ______________________________________________________________________
 MK1714  GEOID HEIGHT    -        -24.793 (meters)                     GEOID18
 MK1714  DYNAMIC HEIGHT  -        491.073 (meters)     1611.13  (feet) COMP
 MK1714  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 MK1714
 MK1714  VERT ORDER      -  SECOND    CLASS 0
 MK1714
 MK1714.The horizontal coordinates were scaled from a map and have
 MK1714.an estimated accuracy of +/- 6 seconds.
 MK1714
 MK1714.The orthometric height was determined by differential leveling and
 MK1714.adjusted by the NATIONAL GEODETIC SURVEY
 MK1714.in June 1991.
 MK1714
 MK1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1714.GEOID18 height accuracy estimate available here.
 MK1714
 MK1714.Click photographs - Photos may exist for this station.
 MK1714
 MK1714.The dynamic height is computed by dividing the NAVD 88
 MK1714.geopotential number by the normal gravity value computed on the
 MK1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1714.degrees latitude (g = 980.6199 gals.).
 MK1714
 MK1714.The modeled gravity was interpolated from observed gravity values.
 MK1714
 MK1714;                    North         East    Units  Estimated Accuracy
 MK1714;SPC NE       -   202,530.      696,670.      MT  (+/- 180 meters Scaled)
 MK1714
 MK1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM133099(NAD 83)
 MK1714
 MK1714                          SUPERSEDED SURVEY CONTROL
 MK1714
 MK1714  NGVD 29 (??/??/92)  491.091  (m)         1611.19   (f) ADJ UNCH    2 0
 MK1714
 MK1714.Superseded values are not recommended for survey control.
 MK1714
 MK1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1714.See file dsdata.pdf to determine how the superseded data were derived.
 MK1714
 MK1714_MARKER: DB = BENCH MARK DISK
 MK1714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1714_SP_SET: BRIDGE ABUTMENT
 MK1714_STAMPING: T 345 1957
 MK1714_MARK LOGO: CGS
 MK1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1714
 MK1714  HISTORY     - Date     Condition        Report By
 MK1714  HISTORY     - 1957     MONUMENTED       CGS
 MK1714  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1714
 MK1714                          STATION DESCRIPTION
 MK1714
 MK1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1714'7.1 MI SE FROM LINDSAY.
 MK1714'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1714'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1714'SOUTHEAST ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH,
 MK1714'THENCE 1.3 MILES EAST ALONG A WINDING ROAD, THENCE 1.7 MILES SOUTH,
 MK1714'IN SECTION 11, T. 19 N., R. 3 W., 11 FEET EAST OF THE CENTER
 MK1714'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF THE
 MK1714'EAST END OF THE NORTH ABUTMENT OF THE BRIDGE OVER SHELL CREEK.
 MK1714
 MK1714                          STATION RECOVERY (1989)
 MK1714
 MK1714'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0143 ***********************************************************************
 NO0143  DESIGNATION -  T 346
 NO0143  PID         -  NO0143
 NO0143  STATE/COUNTY-  NE/CHERRY
 NO0143  COUNTRY     -  US
 NO0143  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0143
 NO0143                         *CURRENT SURVEY CONTROL
 NO0143  ______________________________________________________________________
 NO0143* NAD 83(1986) POSITION- 42 55 53.     (N) 100 46 23.     (W)   SCALED
 NO0143* NAVD 88 ORTHO HEIGHT -   824.968 (meters)     2706.58  (feet) ADJUSTED
 NO0143  ______________________________________________________________________
 NO0143  GEOID HEIGHT    -        -21.443 (meters)                     GEOID18
 NO0143  DYNAMIC HEIGHT  -        824.636 (meters)     2705.49  (feet) COMP
 NO0143  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 NO0143
 NO0143  VERT ORDER      -  FIRST     CLASS II
 NO0143
 NO0143.The horizontal coordinates were scaled from a map and have
 NO0143.an estimated accuracy of +/- 6 seconds.
 NO0143
 NO0143.The orthometric height was determined by differential leveling and
 NO0143.adjusted by the NATIONAL GEODETIC SURVEY
 NO0143.in June 1991.
 NO0143
 NO0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0143.GEOID18 height accuracy estimate available here.
 NO0143
 NO0143.Click photographs - Photos may exist for this station.
 NO0143
 NO0143.The dynamic height is computed by dividing the NAVD 88
 NO0143.geopotential number by the normal gravity value computed on the
 NO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0143.degrees latitude (g = 980.6199 gals.).
 NO0143
 NO0143.The modeled gravity was interpolated from observed gravity values.
 NO0143
 NO0143;                    North         East    Units  Estimated Accuracy
 NO0143;SPC NE       -   344,280.      436,900.      MT  (+/- 180 meters Scaled)
 NO0143
 NO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN553547(NAD 83)
 NO0143
 NO0143                          SUPERSEDED SURVEY CONTROL
 NO0143
 NO0143  NGVD 29 (??/??/92)  824.658  (m)         2705.57   (f) ADJ UNCH    1 2
 NO0143
 NO0143.Superseded values are not recommended for survey control.
 NO0143
 NO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0143.See file dsdata.pdf to determine how the superseded data were derived.
 NO0143
 NO0143_MARKER: DB = BENCH MARK DISK
 NO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0143_STAMPING: T 346 1957
 NO0143_MARK LOGO: CGS
 NO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0143+STABILITY: SURFACE MOTION
 NO0143
 NO0143  HISTORY     - Date     Condition        Report By
 NO0143  HISTORY     - 1957     MONUMENTED       CGS
 NO0143
 NO0143                          STATION DESCRIPTION
 NO0143
 NO0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0143'1.2 MI W FROM CROOKSTON.
 NO0143'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0143'FROM THE STATION AT CROOKSTON, IN T. 34 N., R. 29 W., SECTION
 NO0143'7., 7 FEET WEST-NORTHWEST OF THE FOURTH POLE EAST OF MILEPOST 282,
 NO0143'42 1/2 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 90 FEET NORTH-NORTHEAST
 NO0143'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET EAST OF A WHITE
 NO0143'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE RAIL AND
 NO0143'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0268 ***********************************************************************
 NP0268  DESIGNATION -  T 347
 NP0268  PID         -  NP0268
 NP0268  STATE/COUNTY-  NE/DAWES
 NP0268  COUNTRY     -  US
 NP0268  USGS QUAD   -  CRAWFORD (2017)
 NP0268
 NP0268                         *CURRENT SURVEY CONTROL
 NP0268  ______________________________________________________________________
 NP0268* NAD 83(1986) POSITION- 42 42 58.     (N) 103 23 24.     (W)   SCALED
 NP0268* NAVD 88 ORTHO HEIGHT -  1095.152 (meters)     3593.01  (feet) ADJUSTED
 NP0268  ______________________________________________________________________
 NP0268  GEOID HEIGHT    -        -17.578 (meters)                     GEOID18
 NP0268  DYNAMIC HEIGHT  -       1094.569 (meters)     3591.10  (feet) COMP
 NP0268  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 NP0268
 NP0268  VERT ORDER      -  FIRST     CLASS II
 NP0268
 NP0268.The horizontal coordinates were scaled from a map and have
 NP0268.an estimated accuracy of +/- 6 seconds.
 NP0268
 NP0268.The orthometric height was determined by differential leveling and
 NP0268.adjusted by the NATIONAL GEODETIC SURVEY
 NP0268.in July 2002.
 NP0268
 NP0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0268.GEOID18 height accuracy estimate available here.
 NP0268
 NP0268.Click photographs - Photos may exist for this station.
 NP0268
 NP0268.The dynamic height is computed by dividing the NAVD 88
 NP0268.geopotential number by the normal gravity value computed on the
 NP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0268.degrees latitude (g = 980.6199 gals.).
 NP0268
 NP0268.The modeled gravity was interpolated from observed gravity values.
 NP0268
 NP0268;                    North         East    Units  Estimated Accuracy
 NP0268;SPC NE       -   325,530.      222,410.      MT  (+/- 180 meters Scaled)
 NP0268
 NP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH318305(NAD 83)
 NP0268
 NP0268                          SUPERSEDED SURVEY CONTROL
 NP0268
 NP0268  NAVD 88 (06/15/91) 1095.158  (m)         3593.03   (f) SUPERSEDED  1 2
 NP0268  NGVD 29 (??/??/92) 1094.594  (m)         3591.18   (f) ADJ UNCH    1 2
 NP0268
 NP0268.Superseded values are not recommended for survey control.
 NP0268
 NP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0268.See file dsdata.pdf to determine how the superseded data were derived.
 NP0268
 NP0268_MARKER: DB = BENCH MARK DISK
 NP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0268_STAMPING: T 347 1957
 NP0268_MARK LOGO: CGS
 NP0268_PROJECTION: PROJECTING 13 CENTIMETERS
 NP0268_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0268+STABILITY: SURFACE MOTION
 NP0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0268+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0268
 NP0268  HISTORY     - Date     Condition        Report By
 NP0268  HISTORY     - 1957     MONUMENTED       CGS
 NP0268  HISTORY     - 1985     GOOD             NGS
 NP0268  HISTORY     - 19991006 GOOD             NGS
 NP0268
 NP0268                          STATION DESCRIPTION
 NP0268
 NP0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0268'2.5 MI NE FROM CRAWFORD.
 NP0268'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0268'RAILWAY FROM THE STATION AT CRAWFORD, IN SECTION 26, T. 32 N.,
 NP0268'R. 52 W., 8 FEET NORTHEAST OF THE THIRD POLE SOUTHWEST OF
 NP0268'MILEPOST 430, 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 67 YARDS
 NP0268'SOUTHWEST OF THE CENTER OF A DIM ROAD CROSSING, 106 FEET
 NP0268'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET SOUTHWEST
 NP0268'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE RAIL AND IN THE
 NP0268'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 NP0268
 NP0268                          STATION RECOVERY (1985)
 NP0268
 NP0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0268'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0268'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0268'MAIN STREET AT CRAWFORD, THENCE 1.5 KM (0.9 MI) NORTH ALONG STATE
 NP0268'ROUTE 71, THENCE 2.2 KM (1.35 MI) NORTHEAST ALONG A GRAVEL ROAD, AT A
 NP0268'POINT WHERE A GRAVEL ROAD CROSSES THE BURLINGTON NORTHERN RAILROAD,
 NP0268'32.3 METERS (106 FT) NORTHWEST OF THE CENTER OF THE ROAD, 11.0 METERS
 NP0268'(36 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 2.4 METERS (8 FT) NORTHEAST
 NP0268'OF THE THIRD POLE SOUTHWEST OF MILEPOLE 430, 61.3 METERS (201 FT)
 NP0268'SOUTHWEST OF THE ROAD CROSSING AND 0.6 METER (2 FT) SOUTHWEST OF A
 NP0268'WITNESS POST.
 NP0268'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 NP0268'THE MARK IS 0.6 M BELOW THE RAIL.
 NP0268
 NP0268                          STATION RECOVERY (1999)
 NP0268
 NP0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0268'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0268'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0268'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 2.1
 NP0268'KM (1.30 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, 32.9 M (107.9 FT)
 NP0268'NORTHWEST OF THE HIGHWAY CENTERLINE, 19.2 M (63.0 FT) WEST OF A
 NP0268'UTILITY POLE WITH 3 GUY CABLES, 10.7 M (35.1 FT) SOUTHEAST OF THE NEAR
 NP0268'RAIL OF THE DAKOTA MINNESOTA AND EASTERN RAILROAD, 0.3 M (1.0 FT)
 NP0268'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 NP0268'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DAKOTA
 NP0268'MINNESOTA AND EASTERN RAILROAD, CONTACT--TIM CARLSON, P.O.BOX 178,
 NP0268'BROOKINGS, SD 57006, TELEPHONE NUMBER (605) 697-2434.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0239 ***********************************************************************
 NP0239  DESIGNATION -  T 348
 NP0239  PID         -  NP0239
 NP0239  STATE/COUNTY-  NE/DAWES
 NP0239  COUNTRY     -  US
 NP0239  USGS QUAD   -  CHADRON WEST (2017)
 NP0239
 NP0239                         *CURRENT SURVEY CONTROL
 NP0239  ______________________________________________________________________
 NP0239* NAD 83(1986) POSITION- 42 50 54.     (N) 103 03 05.     (W)   SCALED
 NP0239* NAVD 88 ORTHO HEIGHT -  1007.106 (meters)     3304.15  (feet) ADJUSTED
 NP0239  ______________________________________________________________________
 NP0239  GEOID HEIGHT    -        -17.969 (meters)                     GEOID18
 NP0239  DYNAMIC HEIGHT  -       1006.609 (meters)     3302.52  (feet) COMP
 NP0239  MODELED GRAVITY -    980,093.1   (mgal)                       NAVD 88
 NP0239
 NP0239  VERT ORDER      -  FIRST     CLASS II
 NP0239
 NP0239.The horizontal coordinates were scaled from a map and have
 NP0239.an estimated accuracy of +/- 6 seconds.
 NP0239
 NP0239.The orthometric height was determined by differential leveling and
 NP0239.adjusted by the NATIONAL GEODETIC SURVEY
 NP0239.in June 1991.
 NP0239
 NP0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0239.GEOID18 height accuracy estimate available here.
 NP0239
 NP0239.Click photographs - Photos may exist for this station.
 NP0239
 NP0239.The dynamic height is computed by dividing the NAVD 88
 NP0239.geopotential number by the normal gravity value computed on the
 NP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0239.degrees latitude (g = 980.6199 gals.).
 NP0239
 NP0239.The modeled gravity was interpolated from observed gravity values.
 NP0239
 NP0239;                    North         East    Units  Estimated Accuracy
 NP0239;SPC NE       -   339,170.      250,640.      MT  (+/- 180 meters Scaled)
 NP0239
 NP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH592458(NAD 83)
 NP0239
 NP0239                          SUPERSEDED SURVEY CONTROL
 NP0239
 NP0239  NGVD 29 (??/??/92) 1006.562  (m)         3302.36   (f) ADJ UNCH    1 2
 NP0239
 NP0239.Superseded values are not recommended for survey control.
 NP0239
 NP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0239.See file dsdata.pdf to determine how the superseded data were derived.
 NP0239
 NP0239_MARKER: DB = BENCH MARK DISK
 NP0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0239_STAMPING: T 348 1957
 NP0239_MARK LOGO: CGS
 NP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0239+STABILITY: SURFACE MOTION
 NP0239
 NP0239  HISTORY     - Date     Condition        Report By
 NP0239  HISTORY     - 1957     MONUMENTED       CGS
 NP0239  HISTORY     - 1976     POOR             USGS
 NP0239
 NP0239                          STATION DESCRIPTION
 NP0239
 NP0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0239'3 MI NW FROM CHADRON.
 NP0239'ABOUT 3.05 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0239'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 11, T. 33 N.,
 NP0239'R. 49 W., 5 FEET SOUTHEAST OF THE EIGHTH POLE NORTHWEST OF
 NP0239'MILEPOST 409, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 NP0239'NORTHEAST OF THE FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 NP0239'WOODEN WITNESS POST, 4 FEET ABOVE THE TRACK AND IN THE TOP OF A
 NP0239'CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0239
 NP0239                          STATION RECOVERY (1976)
 NP0239
 NP0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0239'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0273 ***********************************************************************
 NP0273  DESIGNATION -  T 349
 NP0273  PID         -  NP0273
 NP0273  STATE/COUNTY-  NE/DAWES
 NP0273  COUNTRY     -  US
 NP0273  USGS QUAD   -  CRAWFORD (2017)
 NP0273
 NP0273                         *CURRENT SURVEY CONTROL
 NP0273  ______________________________________________________________________
 NP0273* NAD 83(1986) POSITION- 42 43 35.     (N) 103 25 45.     (W)   SCALED
 NP0273* NAVD 88 ORTHO HEIGHT -  1131.264 (meters)     3711.49  (feet) ADJUSTED
 NP0273  ______________________________________________________________________
 NP0273  GEOID HEIGHT    -        -17.443 (meters)                     GEOID18
 NP0273  DYNAMIC HEIGHT  -       1130.663 (meters)     3709.52  (feet) COMP
 NP0273  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 NP0273
 NP0273  VERT ORDER      -  FIRST     CLASS II
 NP0273
 NP0273.The horizontal coordinates were scaled from a map and have
 NP0273.an estimated accuracy of +/- 6 seconds.
 NP0273
 NP0273.The orthometric height was determined by differential leveling and
 NP0273.adjusted by the NATIONAL GEODETIC SURVEY
 NP0273.in June 1991.
 NP0273
 NP0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0273.GEOID18 height accuracy estimate available here.
 NP0273
 NP0273.Click photographs - Photos may exist for this station.
 NP0273
 NP0273.The dynamic height is computed by dividing the NAVD 88
 NP0273.geopotential number by the normal gravity value computed on the
 NP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0273.degrees latitude (g = 980.6199 gals.).
 NP0273
 NP0273.The modeled gravity was interpolated from observed gravity values.
 NP0273
 NP0273;                    North         East    Units  Estimated Accuracy
 NP0273;SPC NE       -   326,800.      219,250.      MT  (+/- 180 meters Scaled)
 NP0273
 NP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH286316(NAD 83)
 NP0273
 NP0273                          SUPERSEDED SURVEY CONTROL
 NP0273
 NP0273  NGVD 29 (??/??/92) 1130.671  (m)         3709.54   (f) ADJ UNCH    1 2
 NP0273
 NP0273.Superseded values are not recommended for survey control.
 NP0273
 NP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0273.See file dsdata.pdf to determine how the superseded data were derived.
 NP0273
 NP0273_MARKER: DB = BENCH MARK DISK
 NP0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0273_STAMPING: T 349 1957
 NP0273_MARK LOGO: CGS
 NP0273_PROJECTION: PROJECTING 5 CENTIMETERS
 NP0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0273+STABILITY: SURFACE MOTION
 NP0273
 NP0273  HISTORY     - Date     Condition        Report By
 NP0273  HISTORY     - 1957     MONUMENTED       CGS
 NP0273  HISTORY     - 1985     GOOD             NGS
 NP0273
 NP0273                          STATION DESCRIPTION
 NP0273
 NP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0273'2.8 MI NW FROM CRAWFORD.
 NP0273'ABOUT 2.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0273'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 28,
 NP0273'T. 32 N., R. 52 W., 8 FEET NORTHWEST OF THE TENTH POLE SOUTHEAST
 NP0273'OF MILEPOST 426, 35 FEET NORTHEAST OF THE NORTHEAST RAIL, 56 FEET
 NP0273'SOUTH OF THE CENTER LINE OF A CROSS ROAD, 78 FEET SOUTHEAST OF
 NP0273'THE CENTER OF THE CROSSING, 2 FEET SOUTH OF A WHITE WOODEN
 NP0273'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP
 NP0273'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0273
 NP0273                          STATION RECOVERY (1985)
 NP0273
 NP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0273'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0273'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0273'ROUTE 71, THENCE 2.1 KM (1.3 MI) WEST ALONG A GRAVEL ROAD TO THE
 NP0273'CROSSING OF THE BURLINGTON NORTHERN RAILROAD, 23.8 METERS (78 FT)
 NP0273'SOUTHEAST OF THE CROSSING, 17.1 METERS (56 FT) SOUTH OF THE CENTER OF
 NP0273'THE ROAD, 10.7 METERS (35 FT) NORTHEAST OF THE NORTHEAST RAIL AND 0.6
 NP0273'METER 2 FT) SOUTH OF A WITNESS POST.
 NP0273'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 NP0273'THE MARK IS 0.6 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0002 ***********************************************************************
 NP0002  DESIGNATION -  T 350
 NP0002  PID         -  NP0002
 NP0002  STATE/COUNTY-  NE/CHERRY
 NP0002  COUNTRY     -  US
 NP0002  USGS QUAD   -  GORDON SE (2017)
 NP0002
 NP0002                         *CURRENT SURVEY CONTROL
 NP0002  ______________________________________________________________________
 NP0002* NAD 83(1986) POSITION- 42 50 53.     (N) 102 01 07.     (W)   SCALED
 NP0002* NAVD 88 ORTHO HEIGHT -  1082.798 (meters)     3552.48  (feet) ADJUSTED
 NP0002  ______________________________________________________________________
 NP0002  GEOID HEIGHT    -        -18.777 (meters)                     GEOID18
 NP0002  DYNAMIC HEIGHT  -       1082.290 (meters)     3550.81  (feet) COMP
 NP0002  MODELED GRAVITY -    980,113.3   (mgal)                       NAVD 88
 NP0002
 NP0002  VERT ORDER      -  FIRST     CLASS II
 NP0002
 NP0002.The horizontal coordinates were scaled from a map and have
 NP0002.an estimated accuracy of +/- 6 seconds.
 NP0002
 NP0002.The orthometric height was determined by differential leveling and
 NP0002.adjusted by the NATIONAL GEODETIC SURVEY
 NP0002.in June 1991.
 NP0002
 NP0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0002.GEOID18 height accuracy estimate available here.
 NP0002
 NP0002.Click photographs - Photos may exist for this station.
 NP0002
 NP0002.The dynamic height is computed by dividing the NAVD 88
 NP0002.geopotential number by the normal gravity value computed on the
 NP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0002.degrees latitude (g = 980.6199 gals.).
 NP0002
 NP0002.The modeled gravity was interpolated from observed gravity values.
 NP0002
 NP0002;                    North         East    Units  Estimated Accuracy
 NP0002;SPC NE       -   336,670.      335,020.      MT  (+/- 180 meters Scaled)
 NP0002
 NP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH436482(NAD 83)
 NP0002
 NP0002                          SUPERSEDED SURVEY CONTROL
 NP0002
 NP0002  NGVD 29 (??/??/92) 1082.326  (m)         3550.93   (f) ADJ UNCH    1 2
 NP0002
 NP0002.Superseded values are not recommended for survey control.
 NP0002
 NP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0002.See file dsdata.pdf to determine how the superseded data were derived.
 NP0002
 NP0002_MARKER: DB = BENCH MARK DISK
 NP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0002_STAMPING: T 350 1957
 NP0002_MARK LOGO: CGS
 NP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0002+STABILITY: SURFACE MOTION
 NP0002
 NP0002  HISTORY     - Date     Condition        Report By
 NP0002  HISTORY     - 1957     MONUMENTED       CGS
 NP0002
 NP0002                          STATION DESCRIPTION
 NP0002
 NP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0002'9.6 MI NE FROM GORDON.
 NP0002'ABOUT 9.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0002'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W., SECTION
 NP0002'10., IN LINE WITH A ROW OF TELEPHONE POLES, 23 1/2 FEET
 NP0002'SOUTHWEST OF THE 3RD TELEPHONE POLE NORTHEAST OF MILEPOST 350,
 NP0002'39 FEET SOUTH EAST OF THE SOUTHEAST RAIL, 22 FEET NORTH-NORTHEAST
 NP0002'OF A T-FENCE CORNER POST, 10 FEET NORTHWEST OF THE SOUTHEAST
 NP0002'RAILROAD RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE
 NP0002'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0002'PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0035 ***********************************************************************
 NP0035  DESIGNATION -  T 351
 NP0035  PID         -  NP0035
 NP0035  STATE/COUNTY-  NE/SHERIDAN
 NP0035  COUNTRY     -  US
 NP0035  USGS QUAD   -  CLINTON (2017)
 NP0035
 NP0035                         *CURRENT SURVEY CONTROL
 NP0035  ______________________________________________________________________
 NP0035* NAD 83(1986) POSITION- 42 45 04.     (N) 102 21 48.     (W)   SCALED
 NP0035* NAVD 88 ORTHO HEIGHT -  1148.194 (meters)     3767.03  (feet) ADJUSTED
 NP0035  ______________________________________________________________________
 NP0035  GEOID HEIGHT    -        -18.225 (meters)                     GEOID18
 NP0035  DYNAMIC HEIGHT  -       1147.620 (meters)     3765.15  (feet) COMP
 NP0035  MODELED GRAVITY -    980,081.3   (mgal)                       NAVD 88
 NP0035
 NP0035  VERT ORDER      -  FIRST     CLASS II
 NP0035
 NP0035.The horizontal coordinates were scaled from a map and have
 NP0035.an estimated accuracy of +/- 6 seconds.
 NP0035
 NP0035.The orthometric height was determined by differential leveling and
 NP0035.adjusted by the NATIONAL GEODETIC SURVEY
 NP0035.in June 1991.
 NP0035
 NP0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0035.GEOID18 height accuracy estimate available here.
 NP0035
 NP0035.Click photographs - Photos may exist for this station.
 NP0035
 NP0035.The dynamic height is computed by dividing the NAVD 88
 NP0035.geopotential number by the normal gravity value computed on the
 NP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0035.degrees latitude (g = 980.6199 gals.).
 NP0035
 NP0035.The modeled gravity was interpolated from observed gravity values.
 NP0035
 NP0035;                    North         East    Units  Estimated Accuracy
 NP0035;SPC NE       -   326,620.      306,560.      MT  (+/- 180 meters Scaled)
 NP0035
 NP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH157365(NAD 83)
 NP0035
 NP0035                          SUPERSEDED SURVEY CONTROL
 NP0035
 NP0035  NGVD 29 (??/??/92) 1147.674  (m)         3765.33   (f) ADJ UNCH    1 2
 NP0035
 NP0035.Superseded values are not recommended for survey control.
 NP0035
 NP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0035.See file dsdata.pdf to determine how the superseded data were derived.
 NP0035
 NP0035_MARKER: DB = BENCH MARK DISK
 NP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0035_STAMPING: T 351 1957
 NP0035_MARK LOGO: CGS
 NP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0035+STABILITY: SURFACE MOTION
 NP0035
 NP0035  HISTORY     - Date     Condition        Report By
 NP0035  HISTORY     - 1957     MONUMENTED       CGS
 NP0035
 NP0035                          STATION DESCRIPTION
 NP0035
 NP0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0035'1 MI SW FROM CLINTON.
 NP0035'ABOUT 0.95 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0035'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 43 W., AND IN
 NP0035'THE SOUTHEAST QUARTER OF SECTION 16., 0.15 MILE SOUTHWEST OF A
 NP0035'ROAD CROSSING, NORTHEAST AND ACROSS U.S. HIGHWAY 20 FROM A PRIVATE
 NP0035'DRIVEWAY, 54 FEET SOUTHWEST OF MILE POST 369, 47 FEET NORTHWEST
 NP0035'OF THE CENTER LINE OF U.S. HIGHWAY 20, 32 FEET SOUTHEAST OF THE
 NP0035'SOUTHEAST RAIL, 7 FEET NORTHWEST OF A POINT IN LINE WITH A ROW
 NP0035'OF TELEPHONE POLES, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 NP0035'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND IN THE TOP OF A
 NP0035'CONCRETE POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0213 ***********************************************************************
 NP0213  DESIGNATION -  T 352
 NP0213  PID         -  NP0213
 NP0213  STATE/COUNTY-  NE/SHERIDAN
 NP0213  COUNTRY     -  US
 NP0213  USGS QUAD   -  HAY SPRINGS CREEK (2017)
 NP0213
 NP0213                         *CURRENT SURVEY CONTROL
 NP0213  ______________________________________________________________________
 NP0213* NAD 83(1986) POSITION- 42 43 32.     (N) 102 45 13.     (W)   SCALED
 NP0213* NAVD 88 ORTHO HEIGHT -  1173.780 (meters)     3850.98  (feet) ADJUSTED
 NP0213  ______________________________________________________________________
 NP0213  GEOID HEIGHT    -        -17.972 (meters)                     GEOID18
 NP0213  DYNAMIC HEIGHT  -       1173.176 (meters)     3848.99  (feet) COMP
 NP0213  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 NP0213
 NP0213  VERT ORDER      -  FIRST     CLASS II
 NP0213
 NP0213.The horizontal coordinates were scaled from a map and have
 NP0213.an estimated accuracy of +/- 6 seconds.
 NP0213
 NP0213.The orthometric height was determined by differential leveling and
 NP0213.adjusted by the NATIONAL GEODETIC SURVEY
 NP0213.in June 1991.
 NP0213
 NP0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0213.GEOID18 height accuracy estimate available here.
 NP0213
 NP0213.Click photographs - Photos may exist for this station.
 NP0213
 NP0213.The dynamic height is computed by dividing the NAVD 88
 NP0213.geopotential number by the normal gravity value computed on the
 NP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0213.degrees latitude (g = 980.6199 gals.).
 NP0213
 NP0213.The modeled gravity was interpolated from observed gravity values.
 NP0213
 NP0213;                    North         East    Units  Estimated Accuracy
 NP0213;SPC NE       -   324,730.      274,540.      MT  (+/- 180 meters Scaled)
 NP0213
 NP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH839327(NAD 83)
 NP0213
 NP0213                          SUPERSEDED SURVEY CONTROL
 NP0213
 NP0213  NGVD 29 (??/??/92) 1173.229  (m)         3849.17   (f) ADJ UNCH    1 2
 NP0213
 NP0213.Superseded values are not recommended for survey control.
 NP0213
 NP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0213.See file dsdata.pdf to determine how the superseded data were derived.
 NP0213
 NP0213_MARKER: DB = BENCH MARK DISK
 NP0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0213_STAMPING: T 352 1957
 NP0213_MARK LOGO: CGS
 NP0213_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0213_ROD/PIPE-DEPTH: 4.3 meters
 NP0213
 NP0213  HISTORY     - Date     Condition        Report By
 NP0213  HISTORY     - 1957     MONUMENTED       CGS
 NP0213
 NP0213                          STATION DESCRIPTION
 NP0213
 NP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0213'4.6 MI NW FROM HAY SPRINGS.
 NP0213'ABOUT 4.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0213'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 32 N., R. 46 W.,
 NP0213'86 FEET NORTHEAST AND ACROSS THE TRACKS FROM THE 7TH POLE
 NP0213'NORTHWEST OF MILEPOST 391, 79 1/2 FEET NORTHEAST OF THE NORTHEAST
 NP0213'RAIL, 5 FEET SOUTHWEST OF A FENCE CORNER POST, 4 FEET SOUTHWEST
 NP0213'OF THE NORTHEAST RIGHT OF WAY FENCE, 1 1/2 FEET NORTHWEST OF A
 NP0213'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 NP0213'RAILS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 NP0213'DRIVEN TO A DEPTH OF 14 FEET.  ROD IS ENCASED IN A 6-INCH TILE
 NP0213'WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0281 ***********************************************************************
 NP0281  DESIGNATION -  T 353
 NP0281  PID         -  NP0281
 NP0281  STATE/COUNTY-  NE/DAWES
 NP0281  COUNTRY     -  US
 NP0281  USGS QUAD   -  HORN (2017)
 NP0281
 NP0281                         *CURRENT SURVEY CONTROL
 NP0281  ______________________________________________________________________
 NP0281* NAD 83(1986) POSITION- 42 48 28.     (N) 103 28 57.     (W)   SCALED
 NP0281* NAVD 88 ORTHO HEIGHT -  1126.408 (meters)     3695.56  (feet) ADJUSTED
 NP0281  ______________________________________________________________________
 NP0281  GEOID HEIGHT    -        -17.087 (meters)                     GEOID18
 NP0281  DYNAMIC HEIGHT  -       1125.835 (meters)     3693.68  (feet) COMP
 NP0281  MODELED GRAVITY -    980,074.1   (mgal)                       NAVD 88
 NP0281
 NP0281  VERT ORDER      -  FIRST     CLASS II
 NP0281
 NP0281.The horizontal coordinates were scaled from a map and have
 NP0281.an estimated accuracy of +/- 6 seconds.
 NP0281
 NP0281.The orthometric height was determined by differential leveling and
 NP0281.adjusted by the NATIONAL GEODETIC SURVEY
 NP0281.in June 1991.
 NP0281
 NP0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0281.GEOID18 height accuracy estimate available here.
 NP0281
 NP0281.Click photographs - Photos may exist for this station.
 NP0281
 NP0281.The dynamic height is computed by dividing the NAVD 88
 NP0281.geopotential number by the normal gravity value computed on the
 NP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0281.degrees latitude (g = 980.6199 gals.).
 NP0281
 NP0281.The modeled gravity was interpolated from observed gravity values.
 NP0281
 NP0281;                    North         East    Units  Estimated Accuracy
 NP0281;SPC NE       -   336,000.      215,250.      MT  (+/- 180 meters Scaled)
 NP0281
 NP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH240405(NAD 83)
 NP0281
 NP0281                          SUPERSEDED SURVEY CONTROL
 NP0281
 NP0281  NGVD 29 (??/??/92) 1125.820  (m)         3693.63   (f) ADJ UNCH    1 2
 NP0281
 NP0281.Superseded values are not recommended for survey control.
 NP0281
 NP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0281.See file dsdata.pdf to determine how the superseded data were derived.
 NP0281
 NP0281_MARKER: DB = BENCH MARK DISK
 NP0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0281_STAMPING: T 353 1957
 NP0281_MARK LOGO: CGS
 NP0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0281+STABILITY: SURFACE MOTION
 NP0281
 NP0281  HISTORY     - Date     Condition        Report By
 NP0281  HISTORY     - 1957     MONUMENTED       CGS
 NP0281  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0281
 NP0281                          STATION DESCRIPTION
 NP0281
 NP0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0281'9.3 MI NW FROM CRAWFORD.
 NP0281'ABOUT 9.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0281'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 30,
 NP0281'T. 33 N., R. 52 W., 74 FEET NORTHEAST OF THE EIGHTH POLE NORTHWEST
 NP0281'OF MILEPOST 432, 110 FEET NORTHEAST OF THE NORTHEAST RAIL, 2
 NP0281'FEET NORTH OF A WHITE WOODEN WITNESS POST, 4 FEET LOWER THAN
 NP0281'THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 NP0281'INCHES.
 NP0281
 NP0281                          STATION RECOVERY (1985)
 NP0281
 NP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0281'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0291 ***********************************************************************
 NN0291  DESIGNATION -  T 36
 NN0291  PID         -  NN0291
 NN0291  STATE/COUNTY-  NE/BOYD
 NN0291  COUNTRY     -  US
 NN0291  USGS QUAD   -  SPENCER NORTH (2017)
 NN0291
 NN0291                         *CURRENT SURVEY CONTROL
 NN0291  ______________________________________________________________________
 NN0291* NAD 83(1986) POSITION- 42 52 34.     (N) 098 41 33.     (W)   SCALED
 NN0291* NAVD 88 ORTHO HEIGHT -   469.792 (meters)     1541.31  (feet) ADJUSTED
 NN0291  ______________________________________________________________________
 NN0291  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 NN0291  DYNAMIC HEIGHT  -        469.627 (meters)     1540.77  (feet) COMP
 NN0291  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 NN0291
 NN0291  VERT ORDER      -  SECOND    CLASS 0
 NN0291
 NN0291.The horizontal coordinates were scaled from a map and have
 NN0291.an estimated accuracy of +/- 6 seconds.
 NN0291
 NN0291.The orthometric height was determined by differential leveling and
 NN0291.adjusted by the NATIONAL GEODETIC SURVEY
 NN0291.in June 1991.
 NN0291
 NN0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0291.GEOID18 height accuracy estimate available here.
 NN0291
 NN0291.Click photographs - Photos may exist for this station.
 NN0291
 NN0291.The dynamic height is computed by dividing the NAVD 88
 NN0291.geopotential number by the normal gravity value computed on the
 NN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0291.degrees latitude (g = 980.6199 gals.).
 NN0291
 NN0291.The modeled gravity was interpolated from observed gravity values.
 NN0291
 NN0291;                    North         East    Units  Estimated Accuracy
 NN0291;SPC NE       -   338,670.      606,820.      MT  (+/- 180 meters Scaled)
 NN0291
 NN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN251471(NAD 83)
 NN0291
 NN0291                          SUPERSEDED SURVEY CONTROL
 NN0291
 NN0291  NGVD 29 (??/??/92)  469.524  (m)         1540.43   (f) ADJ UNCH    2 0
 NN0291
 NN0291.Superseded values are not recommended for survey control.
 NN0291
 NN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0291.See file dsdata.pdf to determine how the superseded data were derived.
 NN0291
 NN0291_MARKER: DB = BENCH MARK DISK
 NN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0291_STAMPING: T 36 1934
 NN0291_MARK LOGO: CGS
 NN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0291+STABILITY: SURFACE MOTION
 NN0291
 NN0291  HISTORY     - Date     Condition        Report By
 NN0291  HISTORY     - 1934     MONUMENTED       CGS
 NN0291  HISTORY     - 1963     MARK NOT FOUND   USGS
 NN0291
 NN0291                          STATION DESCRIPTION
 NN0291
 NN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0291'AT SPENCER.
 NN0291'AT SPENCER, BOYD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NN0291'RAILWAY, 4 POLES SOUTHEAST OF THE STATION, 44 YARDS NORTHWEST
 NN0291'OF THE SWITCH FOR A SIDE TRACK, 41.2 FEET WEST OF THE WEST RAIL
 NN0291'OF THE MAIN TRACK, AND 11 FEET SOUTH OF THE SOUTHEAST CORNER
 NN0291'OF A RAILROAD GASOLINE HOUSE. A STANDARD DISK, STAMPED T 36 1934
 NN0291'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0291'GROUND.
 NN0291
 NN0291                          STATION RECOVERY (1963)
 NN0291
 NN0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NN0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0044 ***********************************************************************
 LG0044  DESIGNATION -  T 363
 LG0044  PID         -  LG0044
 LG0044  STATE/COUNTY-  NE/OTOE
 LG0044  COUNTRY     -  US
 LG0044  USGS QUAD   -  EAGLE (2017)
 LG0044
 LG0044                         *CURRENT SURVEY CONTROL
 LG0044  ______________________________________________________________________
 LG0044* NAD 83(1986) POSITION- 40 46 10.     (N) 096 23 15.     (W)   SCALED
 LG0044* NAVD 88 ORTHO HEIGHT -   354.344 (meters)     1162.54  (feet) ADJUSTED
 LG0044  ______________________________________________________________________
 LG0044  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 LG0044  DYNAMIC HEIGHT  -        354.192 (meters)     1162.04  (feet) COMP
 LG0044  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 LG0044
 LG0044  VERT ORDER      -  SECOND    CLASS 0
 LG0044
 LG0044.The horizontal coordinates were scaled from a map and have
 LG0044.an estimated accuracy of +/- 6 seconds.
 LG0044
 LG0044.The orthometric height was determined by differential leveling and
 LG0044.adjusted by the NATIONAL GEODETIC SURVEY
 LG0044.in June 1991.
 LG0044
 LG0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0044.GEOID18 height accuracy estimate available here.
 LG0044
 LG0044.Click photographs - Photos may exist for this station.
 LG0044
 LG0044.The dynamic height is computed by dividing the NAVD 88
 LG0044.geopotential number by the normal gravity value computed on the
 LG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0044.degrees latitude (g = 980.6199 gals.).
 LG0044
 LG0044.The modeled gravity was interpolated from observed gravity values.
 LG0044
 LG0044;                    North         East    Units  Estimated Accuracy
 LG0044;SPC NE       -   110,300.      804,830.      MT  (+/- 180 meters Scaled)
 LG0044
 LG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL204164(NAD 83)
 LG0044
 LG0044                          SUPERSEDED SURVEY CONTROL
 LG0044
 LG0044  NGVD 29 (??/??/92)  354.251  (m)         1162.24   (f) ADJ UNCH    2 0
 LG0044
 LG0044.Superseded values are not recommended for survey control.
 LG0044
 LG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0044.See file dsdata.pdf to determine how the superseded data were derived.
 LG0044
 LG0044_MARKER: DB = BENCH MARK DISK
 LG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0044_STAMPING: T 363 1961
 LG0044_MARK LOGO: CGS
 LG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0044+STABILITY: SURFACE MOTION
 LG0044
 LG0044  HISTORY     - Date     Condition        Report By
 LG0044  HISTORY     - 1961     MONUMENTED       CGS
 LG0044
 LG0044                          STATION DESCRIPTION
 LG0044
 LG0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0044'4.6 MI N FROM PALMYRA.
 LG0044'4.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0044'AND QUINCY RAILROAD STATION AT PALMYRA, 52 FEET NORTHEAST OF
 LG0044'CENTER OF A ROAD CROSSING, 50 FEET EAST OF CENTER OF A N-S ROAD,
 LG0044'27 FEET NORTH OF CENTER OF A E-W ROAD, 3.6 FEET WEST OF A
 LG0044'TELEPHONE POLE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST
 LG0044'WITH SIGN, 1 FOOT LOWER THAN THE ROAD, SET IN TOP OF A SQUARE
 LG0044'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1058 ***********************************************************************
 LF1058  DESIGNATION -  T 364
 LF1058  PID         -  LF1058
 LF1058  STATE/COUNTY-  NE/OTOE
 LF1058  COUNTRY     -  US
 LF1058  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1058
 LF1058                         *CURRENT SURVEY CONTROL
 LF1058  ______________________________________________________________________
 LF1058* NAD 83(1986) POSITION- 40 40 55.     (N) 095 54 58.     (W)   SCALED
 LF1058* NAVD 88 ORTHO HEIGHT -   348.939 (meters)     1144.81  (feet) ADJUSTED
 LF1058  ______________________________________________________________________
 LF1058  GEOID HEIGHT    -        -28.901 (meters)                     GEOID18
 LF1058  DYNAMIC HEIGHT  -        348.755 (meters)     1144.21  (feet) COMP
 LF1058  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 LF1058
 LF1058  VERT ORDER      -  SECOND    CLASS 0
 LF1058
 LF1058.The horizontal coordinates were scaled from a map and have
 LF1058.an estimated accuracy of +/- 6 seconds.
 LF1058
 LF1058.The orthometric height was determined by differential leveling and
 LF1058.adjusted by the NATIONAL GEODETIC SURVEY
 LF1058.in June 1991.
 LF1058
 LF1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1058.GEOID18 height accuracy estimate available here.
 LF1058
 LF1058.Click photographs - Photos may exist for this station.
 LF1058
 LF1058.The dynamic height is computed by dividing the NAVD 88
 LF1058.geopotential number by the normal gravity value computed on the
 LF1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1058.degrees latitude (g = 980.6199 gals.).
 LF1058
 LF1058.The modeled gravity was interpolated from observed gravity values.
 LF1058
 LF1058;                    North         East    Units  Estimated Accuracy
 LF1058;SPC NE       -   102,370.      845,030.      MT  (+/- 180 meters Scaled)
 LF1058
 LF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535075(NAD 83)
 LF1058
 LF1058                          SUPERSEDED SURVEY CONTROL
 LF1058
 LF1058  NGVD 29 (??/??/92)  348.820  (m)         1144.42   (f) ADJ UNCH    2 0
 LF1058
 LF1058.Superseded values are not recommended for survey control.
 LF1058
 LF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1058.See file dsdata.pdf to determine how the superseded data were derived.
 LF1058
 LF1058_MARKER: DB = BENCH MARK DISK
 LF1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1058_STAMPING: T 364 1961
 LF1058_MARK LOGO: CGS
 LF1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1058+STABILITY: SURFACE MOTION
 LF1058
 LF1058  HISTORY     - Date     Condition        Report By
 LF1058  HISTORY     - 1961     MONUMENTED       CGS
 LF1058  HISTORY     - 1977     GOOD             LOCSUR
 LF1058
 LF1058                          STATION DESCRIPTION
 LF1058
 LF1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LF1058'3 MI W FROM NEBRASKA CITY.
 LF1058'2.0 MILES NORTH WEST ALONG U.S. HIGHWAY 73 AND 75 FROM THE COURT
 LF1058'HOUSE AT NEBRASKA CITY, THEN 1 MILE WEST ALONG STEAM WAGON
 LF1058'ROAD, 120.0 FEET NORTHWEST OF CROSSING, 102.0 FEET NORTH OF THE
 LF1058'CENTER OF A GRAVEL ROAD, 58.0 FEET WEST OF THE CENTER OF A
 LF1058'GRAVEL ROAD, 36.0 FEET NORTHWEST OF A FLAG POLE, 30.0 FEET NORTHWEST
 LF1058'OF A POWER POLE WITH A TRANSFORMER, 4.0 FEET HIGHER THAN THE
 LF1058'ROAD, SET IN TOP OF A SQUARE CONCRETE POST AT THE SOUTHEAST
 LF1058'CORNER OF A SCHOOL.  PROJECTING 2.0 INCHES.
 LF1058
 LF1058                          STATION RECOVERY (1977)
 LF1058
 LF1058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0272 ***********************************************************************
 LG0272  DESIGNATION -  T 365
 LG0272  PID         -  LG0272
 LG0272  STATE/COUNTY-  NE/GAGE
 LG0272  COUNTRY     -  US
 LG0272  USGS QUAD   -  BEATRICE WEST (2017)
 LG0272
 LG0272                         *CURRENT SURVEY CONTROL
 LG0272  ______________________________________________________________________
 LG0272* NAD 83(1986) POSITION- 40 15 06.     (N) 096 45 49.     (W)   SCALED
 LG0272* NAVD 88 ORTHO HEIGHT -   389.917 (meters)     1279.25  (feet) ADJUSTED
 LG0272  ______________________________________________________________________
 LG0272  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 LG0272  DYNAMIC HEIGHT  -        389.709 (meters)     1278.57  (feet) COMP
 LG0272  MODELED GRAVITY -    980,081.2   (mgal)                       NAVD 88
 LG0272
 LG0272  VERT ORDER      -  SECOND    CLASS 0
 LG0272
 LG0272.The horizontal coordinates were scaled from a map and have
 LG0272.an estimated accuracy of +/- 6 seconds.
 LG0272
 LG0272.The orthometric height was determined by differential leveling and
 LG0272.adjusted by the NATIONAL GEODETIC SURVEY
 LG0272.in June 1991.
 LG0272
 LG0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0272.GEOID18 height accuracy estimate available here.
 LG0272
 LG0272.Click photographs - Photos may exist for this station.
 LG0272
 LG0272.The dynamic height is computed by dividing the NAVD 88
 LG0272.geopotential number by the normal gravity value computed on the
 LG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0272.degrees latitude (g = 980.6199 gals.).
 LG0272
 LG0272.The modeled gravity was interpolated from observed gravity values.
 LG0272
 LG0272;                    North         East    Units  Estimated Accuracy
 LG0272;SPC NE       -    51,600.      775,260.      MT  (+/- 180 meters Scaled)
 LG0272
 LG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK902580(NAD 83)
 LG0272
 LG0272                          SUPERSEDED SURVEY CONTROL
 LG0272
 LG0272  NGVD 29 (??/??/92)  389.809  (m)         1278.90   (f) ADJ UNCH    2 0
 LG0272
 LG0272.Superseded values are not recommended for survey control.
 LG0272
 LG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0272.See file dsdata.pdf to determine how the superseded data were derived.
 LG0272
 LG0272_MARKER: DB = BENCH MARK DISK
 LG0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0272_STAMPING: T 365 1961
 LG0272_MARK LOGO: CGS
 LG0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0272+STABILITY: SURFACE MOTION
 LG0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0272+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1986
 LG0272
 LG0272  HISTORY     - Date     Condition        Report By
 LG0272  HISTORY     - 1961     MONUMENTED       CGS
 LG0272  HISTORY     - 19861012 GOOD             NGS
 LG0272  HISTORY     - 20070117 MARK NOT FOUND   NEDR
 LG0272
 LG0272                          STATION DESCRIPTION
 LG0272
 LG0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0272'1.3 MI SW FROM BEATRICE.
 LG0272'1.3 MILE SOUTH WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0272'RAILROAD FROM THE RAILROAD STATION AT BEATRICE, 0.1 MILE NORTH
 LG0272'EAST OF A CROSSING, 42 FEET NORTH OF THE NORTH RAIL, 36 FEET
 LG0272'SOUTH OF THE RAILROAD ROW FENCE, 3.2 FEET NORTH EAST OF A
 LG0272'TELEPHONE POLE, 2 FEET HIGHER THAN THE RAILROAD, 1.10 FEET WEST
 LG0272'OF A METAL WITNESS POST WITH SIGN SET IN TOP OF A SQUARE CONCRETE
 LG0272'POST THAT PROJECTS 5 INCHES.
 LG0272
 LG0272                          STATION RECOVERY (1986)
 LG0272
 LG0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0272'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) WEST ALONG U.S. HIGHWAY
 LG0272'136 AND WEST COURT STREET, FROM THE JUNCTION WITH U.S. HIGHWAY 77 AND
 LG0272'6TH STREET IN BEATRICE, TO SOUTH SUMNER STREET, THEN LEFT AND SOUTH
 LG0272'ON SOUTH SUMNER STREET FOR 1. 69 KM (42.90 MI) TO AN OLD, ABANDONED
 LG0272'RAILROAD GRADE, THEN LEFT AND EAST FOR 0.08 KM (0.05 MI) ALONG THE
 LG0272'OLD GRADE TO THE BENCH MARK, 10.97 M (36.0 FT) SOUTH FROM AN OLD
 LG0272'FENCE, 0.46 M (1.5 FT) WEST FROM A WITNESS POST, 0.3 M (1.0 FT) NORTH
 LG0272'FROM A WITNESS POST AND PROJECTING 0.13 M (0.4 FT) ABOVE THE GROUND.
 LG0272
 LG0272                          STATION RECOVERY (2007)
 LG0272
 LG0272'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0272'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0272'MARK NOT FOUND, TALKED TO LAND OWNER WHO WAS PRESENT WHEN THE MARK WAS
 LG0272'DESTROYED AND BURIED BY CONSTRUCTION IN 1995.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0029 ***********************************************************************
 NN0029  DESIGNATION -  T 37
 NN0029  PID         -  NN0029
 NN0029  STATE/COUNTY-  NE/KNOX
 NN0029  COUNTRY     -  US
 NN0029  USGS QUAD   -  VERDIGRE (2017)
 NN0029
 NN0029                         *CURRENT SURVEY CONTROL
 NN0029  ______________________________________________________________________
 NN0029* NAD 83(1986) POSITION- 42 35 50.45   (N) 098 01 54.73   (W)   HD_HELD1
 NN0029* NAVD 88 ORTHO HEIGHT -   412.235 (meters)     1352.47  (feet) ADJUSTED
 NN0029  ______________________________________________________________________
 NN0029  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 NN0029  DYNAMIC HEIGHT  -        412.095 (meters)     1352.02  (feet) COMP
 NN0029  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 NN0029
 NN0029  VERT ORDER      -  SECOND    CLASS 0
 NN0029
 NN0029.The horizontal coordinates were determined by differentially corrected
 NN0029.hand held GPS observations or other comparable positioning techniques
 NN0029.and have an estimated accuracy of +/- 3 meters.
 NN0029
 NN0029.The orthometric height was determined by differential leveling and
 NN0029.adjusted by the NATIONAL GEODETIC SURVEY
 NN0029.in June 1991.
 NN0029
 NN0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0029.GEOID18 height accuracy estimate available here.
 NN0029
 NN0029.Click photographs - Photos may exist for this station.
 NN0029
 NN0029.The dynamic height is computed by dividing the NAVD 88
 NN0029.geopotential number by the normal gravity value computed on the
 NN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0029.degrees latitude (g = 980.6199 gals.).
 NN0029
 NN0029.The modeled gravity was interpolated from observed gravity values.
 NN0029
 NN0029;                    North         East    Units  Estimated Accuracy
 NN0029;SPC NE       -   308,732.9     661,487.5     MT  (+/- 3 meters HH1 GPS) 
 NN0029
 NN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7942416556(NAD 83)
 NN0029
 NN0029                          SUPERSEDED SURVEY CONTROL
 NN0029
 NN0029  NGVD 29 (??/??/92)  412.038  (m)         1351.83   (f) ADJ UNCH    2 0
 NN0029
 NN0029.Superseded values are not recommended for survey control.
 NN0029
 NN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0029.See file dsdata.pdf to determine how the superseded data were derived.
 NN0029
 NN0029_MARKER: DB = BENCH MARK DISK
 NN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0029_STAMPING: T 37 1934
 NN0029_MARK LOGO: CGS
 NN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0029+STABILITY: SURFACE MOTION
 NN0029
 NN0029  HISTORY     - Date     Condition        Report By
 NN0029  HISTORY     - 1934     MONUMENTED       CGS
 NN0029  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0029
 NN0029                          STATION DESCRIPTION
 NN0029
 NN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0029'AT VERDIGRE.
 NN0029'LOCATED AT VERDIGRE ALONG THE CHICAGO AND NORTH WESTERN RWY.
 NN0029'R/W, 104 YARDS SOUTH OF THE STATION, 172 YARDS NORTH OF SIDE
 NN0029'TRACK SWITCH, 26 FEET EAST OF EAST RAIL MAIN TRACK, ACROSS THE
 NN0029'TRACK FROM CENTER OF WABRATH AND SHERWOOD LUMBER CO. BUILDING,
 NN0029'3 FEET NORTHEAST OF TELEGRAPH POLE.  STANDARD TABLET SET IN TOP
 NN0029'OF CONCRETE POST 5 INCHES HIGH.
 NN0029
 NN0029                          STATION RECOVERY (1974)
 NN0029
 NN0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NN0029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1987 ***********************************************************************
 NM1987  DESIGNATION -  T 38 RESET
 NM1987  PID         -  NM1987
 NM1987  STATE/COUNTY-  NE/PIERCE
 NM1987  COUNTRY     -  US
 NM1987  USGS QUAD   -  OSMOND (2017)
 NM1987
 NM1987                         *CURRENT SURVEY CONTROL
 NM1987  ______________________________________________________________________
 NM1987* NAD 83(1986) POSITION- 42 22 01.98   (N) 097 32 36.76   (W)   HD_HELD1
 NM1987* NAVD 88 ORTHO HEIGHT -   515.84  (meters)     1692.4   (feet) RESET
 NM1987  ______________________________________________________________________
 NM1987  GEOID HEIGHT    -        -25.142 (meters)                     GEOID18
 NM1987  VERT ORDER      -  THIRD
 NM1987
 NM1987.The horizontal coordinates were determined by differentially corrected
 NM1987.hand held GPS observations or other comparable positioning techniques
 NM1987.and have an estimated accuracy of +/- 3 meters.
 NM1987
 NM1987.The orthometric height was computed from unverified reset data.
 NM1987
 NM1987.No vertical observational check was made to the station.
 NM1987
 NM1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1987.GEOID18 height accuracy estimate available here.
 NM1987
 NM1987.Click photographs - Photos may exist for this station.
 NM1987
 NM1987;                    North         East    Units  Estimated Accuracy
 NM1987;SPC NE       -   284,209.9     702,271.5     MT  (+/- 3 meters HH1 GPS) 
 NM1987
 NM1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1992591576(NAD 83)
 NM1987
 NM1987                          SUPERSEDED SURVEY CONTROL
 NM1987
 NM1987  NGVD 29 (01/31/13)  515.65   (m)         1691.8    (f) RESET       3  
 NM1987
 NM1987.Superseded values are not recommended for survey control.
 NM1987
 NM1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1987.See file dsdata.pdf to determine how the superseded data were derived.
 NM1987
 NM1987_MARKER: DV = VERTICAL CONTROL DISK
 NM1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1987_STAMPING: T 38 RESET 1987
 NM1987_MARK LOGO: NGS
 NM1987_PROJECTION: RECESSED 8 CENTIMETERS
 NM1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1987+STABILITY: SURFACE MOTION
 NM1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1987+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NM1987
 NM1987  HISTORY     - Date     Condition        Report By
 NM1987  HISTORY     - 1987     MONUMENTED       NEDR
 NM1987
 NM1987                          STATION DESCRIPTION
 NM1987
 NM1987'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 NM1987'4.51 KM (2.80 MI) EAST ALONG U.S. HIGHWAY 20 FROM OSMOND, TO THE
 NM1987'JUNCTION WITH STATE HIGHWAY 121, THEN LEFT AND NORTH ALONG HIGHWAY
 NM1987'121 FOR 0.16 KM (0.10 MI) TO THE MARK ON THE LEFT, 20.84 M (68.4 FT)
 NM1987'SOUTH FROM THE SOUTH RAIL OF A RAILROAD TRACK, 13.34 M (43.8 FT) WEST
 NM1987'FROM THE NORTHEAST CORNER OF A RIGHT-OF-WAY MARKER POST, 14.00 M
 NM1987'(45.9 FT) NORTHWEST FROM A NAIL IN A POWERLINE POLE AND 0.47 M
 NM1987'(1.5 FT) NORTH FROM A WITNESS POST.  THE MARK IS RECESSED 0.08 M
 NM1987'(0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1115 ***********************************************************************
 NM1115  DESIGNATION -  T 39
 NM1115  PID         -  NM1115
 NM1115  STATE/COUNTY-  NE/KNOX
 NM1115  COUNTRY     -  US
 NM1115  USGS QUAD   -  CROFTON (2017)
 NM1115
 NM1115                         *CURRENT SURVEY CONTROL
 NM1115  ______________________________________________________________________
 NM1115* NAD 83(1986) POSITION- 42 43 14.     (N) 097 29 07.     (W)   SCALED
 NM1115* NAVD 88 ORTHO HEIGHT -   446.422 (meters)     1464.64  (feet) ADJUSTED
 NM1115  ______________________________________________________________________
 NM1115  GEOID HEIGHT    -        -25.546 (meters)                     GEOID18
 NM1115  DYNAMIC HEIGHT  -        446.279 (meters)     1464.17  (feet) COMP
 NM1115  MODELED GRAVITY -    980,285.6   (mgal)                       NAVD 88
 NM1115
 NM1115  VERT ORDER      -  SECOND    CLASS 0
 NM1115
 NM1115.The horizontal coordinates were scaled from a map and have
 NM1115.an estimated accuracy of +/- 6 seconds.
 NM1115
 NM1115.The orthometric height was determined by differential leveling and
 NM1115.adjusted by the NATIONAL GEODETIC SURVEY
 NM1115.in June 1991.
 NM1115
 NM1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1115.GEOID18 height accuracy estimate available here.
 NM1115
 NM1115.Click photographs - Photos may exist for this station.
 NM1115
 NM1115.The dynamic height is computed by dividing the NAVD 88
 NM1115.geopotential number by the normal gravity value computed on the
 NM1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1115.degrees latitude (g = 980.6199 gals.).
 NM1115
 NM1115.The modeled gravity was interpolated from observed gravity values.
 NM1115
 NM1115;                    North         East    Units  Estimated Accuracy
 NM1115;SPC NE       -   323,580.      705,930.      MT  (+/- 180 meters Scaled)
 NM1115
 NM1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN240308(NAD 83)
 NM1115
 NM1115                          SUPERSEDED SURVEY CONTROL
 NM1115
 NM1115  NGVD 29 (??/??/92)  446.208  (m)         1463.93   (f) ADJ UNCH    2 0
 NM1115
 NM1115.Superseded values are not recommended for survey control.
 NM1115
 NM1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1115.See file dsdata.pdf to determine how the superseded data were derived.
 NM1115
 NM1115_MARKER: DB = BENCH MARK DISK
 NM1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1115_STAMPING: T 39 1934
 NM1115_MARK LOGO: CGS
 NM1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1115+STABILITY: SURFACE MOTION
 NM1115
 NM1115  HISTORY     - Date     Condition        Report By
 NM1115  HISTORY     - 1934     MONUMENTED       CGS
 NM1115  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1115
 NM1115                          STATION DESCRIPTION
 NM1115
 NM1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1115'0.8 MI SE FROM CROFTON.
 NM1115'IS LOCATED 0.8 OF MILE SOUTHEAST OF STATION ALONG C.ST.P.M.
 NM1115'AND O. RWY. AT CROFTON, 76 FEET EAST OF INTERSECTION OF ROAD
 NM1115'WITH RAILROAD, 34 FEET SOUTHWEST OF CENTERLINE OF STATE HWY.
 NM1115'12, 45 FEET NORTHEAST OF NORTHEAST RAIL, 2.9 FEET SOUTHWEST OF
 NM1115'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES
 NM1115'HIGH.
 NM1115
 NM1115                          STATION RECOVERY (1967)
 NM1115
 NM1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0476 ***********************************************************************
 NP0476  DESIGNATION -  T 4
 NP0476  PID         -  NP0476
 NP0476  STATE/COUNTY-  NE/SIOUX
 NP0476  COUNTRY     -  US
 NP0476  USGS QUAD   -  ROUNDTOP (2017)
 NP0476
 NP0476                         *CURRENT SURVEY CONTROL
 NP0476  ______________________________________________________________________
 NP0476* NAD 83(1986) POSITION- 42 51 26.     (N) 103 33 03.     (W)   SCALED
 NP0476* NAVD 88 ORTHO HEIGHT -  1137.081 (meters)     3730.57  (feet) ADJUSTED
 NP0476  ______________________________________________________________________
 NP0476  GEOID HEIGHT    -        -16.732 (meters)                     GEOID18
 NP0476  DYNAMIC HEIGHT  -       1136.505 (meters)     3728.68  (feet) COMP
 NP0476  MODELED GRAVITY -    980,075.2   (mgal)                       NAVD 88
 NP0476
 NP0476  VERT ORDER      -  FIRST     CLASS II
 NP0476
 NP0476.The horizontal coordinates were scaled from a map and have
 NP0476.an estimated accuracy of +/- 6 seconds.
 NP0476
 NP0476.The orthometric height was determined by differential leveling and
 NP0476.adjusted by the NATIONAL GEODETIC SURVEY
 NP0476.in June 1991.
 NP0476
 NP0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0476.GEOID18 height accuracy estimate available here.
 NP0476
 NP0476.Click photographs - Photos may exist for this station.
 NP0476
 NP0476.The dynamic height is computed by dividing the NAVD 88
 NP0476.geopotential number by the normal gravity value computed on the
 NP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0476.degrees latitude (g = 980.6199 gals.).
 NP0476
 NP0476.The modeled gravity was interpolated from observed gravity values.
 NP0476
 NP0476;                    North         East    Units  Estimated Accuracy
 NP0476;SPC NE       -   341,720.      209,890.      MT  (+/- 180 meters Scaled)
 NP0476
 NP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH183459(NAD 83)
 NP0476
 NP0476                          SUPERSEDED SURVEY CONTROL
 NP0476
 NP0476  NGVD 29 (??/??/92) 1136.484  (m)         3728.61   (f) ADJ UNCH    1 2
 NP0476
 NP0476.Superseded values are not recommended for survey control.
 NP0476
 NP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0476.See file dsdata.pdf to determine how the superseded data were derived.
 NP0476
 NP0476_MARKER: Q = CHISELED SQUARE
 NP0476_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0476
 NP0476  HISTORY     - Date     Condition        Report By
 NP0476  HISTORY     - 1908     MONUMENTED       CGS
 NP0476  HISTORY     - 1957     GOOD             CGS
 NP0476  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0476
 NP0476                          STATION DESCRIPTION
 NP0476
 NP0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0476'14.2 MI NW FROM CRAWFORD.
 NP0476'ABOUT 14.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0476'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 10, T.
 NP0476'33 N., R. 53 W., 0.1 MILE SOUTHEAST OF A ROAD CROSSING, 2 1/2 POLES
 NP0476'NORTHWEST OF THE STATION SIGN AT JODER, 47 FEET EAST-SOUTHEAST
 NP0476'OF THE SECOND POLE NORTHWEST OF MILEPOST 437, 72 FEET NORTHEAST
 NP0476'OF THE NORTHEAST RAIL, 111 FEET SOUTHWEST OF THE CENTER LINE OF
 NP0476'STATE HIGHWAY 2, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NP0476'2 FEET LOWER THAN THE RAIL, THE BOTTOM OF A SQUARE HOLE,
 NP0476'SURROUNDED BY THE LETTERS USBM IN THE TOP OF A STONE POST
 NP0476'PROJECTING 3 INCHES.
 NP0476
 NP0476                          STATION RECOVERY (1985)
 NP0476
 NP0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0476'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0606 ***********************************************************************
 NM0606  DESIGNATION -  T 40
 NM0606  PID         -  NM0606
 NM0606  STATE/COUNTY-  NE/DIXON
 NM0606  COUNTRY     -  US
 NM0606  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0606
 NM0606                         *CURRENT SURVEY CONTROL
 NM0606  ______________________________________________________________________
 NM0606* NAD 83(1986) POSITION- 42 22 26.     (N) 096 58 22.     (W)   SCALED
 NM0606* NAVD 88 ORTHO HEIGHT -   433.845 (meters)     1423.37  (feet) ADJUSTED
 NM0606  ______________________________________________________________________
 NM0606  GEOID HEIGHT    -        -24.979 (meters)                     GEOID18
 NM0606  DYNAMIC HEIGHT  -        433.705 (meters)     1422.91  (feet) COMP
 NM0606  MODELED GRAVITY -    980,284.2   (mgal)                       NAVD 88
 NM0606
 NM0606  VERT ORDER      -  SECOND    CLASS 0
 NM0606
 NM0606.The horizontal coordinates were scaled from a map and have
 NM0606.an estimated accuracy of +/- 6 seconds.
 NM0606
 NM0606.The orthometric height was determined by differential leveling and
 NM0606.adjusted by the NATIONAL GEODETIC SURVEY
 NM0606.in June 1991.
 NM0606
 NM0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0606.GEOID18 height accuracy estimate available here.
 NM0606
 NM0606.Click photographs - Photos may exist for this station.
 NM0606
 NM0606.The dynamic height is computed by dividing the NAVD 88
 NM0606.geopotential number by the normal gravity value computed on the
 NM0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0606.degrees latitude (g = 980.6199 gals.).
 NM0606
 NM0606.The modeled gravity was interpolated from observed gravity values.
 NM0606
 NM0606;                    North         East    Units  Estimated Accuracy
 NM0606;SPC NE       -   286,440.      749,230.      MT  (+/- 180 meters Scaled)
 NM0606
 NM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM669932(NAD 83)
 NM0606
 NM0606                          SUPERSEDED SURVEY CONTROL
 NM0606
 NM0606  NGVD 29 (??/??/92)  433.667  (m)         1422.79   (f) ADJ UNCH    2 0
 NM0606
 NM0606.Superseded values are not recommended for survey control.
 NM0606
 NM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0606.See file dsdata.pdf to determine how the superseded data were derived.
 NM0606
 NM0606_MARKER: DB = BENCH MARK DISK
 NM0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0606_STAMPING: T 40 1934
 NM0606_MARK LOGO: CGS
 NM0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0606+STABILITY: SURFACE MOTION
 NM0606
 NM0606  HISTORY     - Date     Condition        Report By
 NM0606  HISTORY     - 1934     MONUMENTED       CGS
 NM0606  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0606  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 NM0606
 NM0606                          STATION DESCRIPTION
 NM0606
 NM0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0606'1 MI SE FROM CONCORD.
 NM0606'T-40 IS LOCATED 1 MILE SOUTHEAST OF STATION ALONG C.ST.P.M.
 NM0606'AND O.RWY. AT CONCORD, 110 YARDS NORTHWEST OF STEEL TRESTLE
 NM0606'I-13 1/2, 44 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK, 1.5
 NM0606'FEET SOUTHWEST OF R/W FENCE, BY M.P. 9.  STANDARD TABLET SET
 NM0606'IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM0606
 NM0606                          STATION RECOVERY (1966)
 NM0606
 NM0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0606'MARK NOT FOUND.
 NM0606
 NM0606                          STATION RECOVERY (1976)
 NM0606
 NM0606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 NM0606'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0560 ***********************************************************************
 NP0560  DESIGNATION -  T 416
 NP0560  PID         -  NP0560
 NP0560  STATE/COUNTY-  NE/DAWES
 NP0560  COUNTRY     -  US
 NP0560  USGS QUAD   -  BELMONT (2017)
 NP0560
 NP0560                         *CURRENT SURVEY CONTROL
 NP0560  ______________________________________________________________________
 NP0560* NAD 83(1986) POSITION- 42 32 51.     (N) 103 21 23.     (W)   SCALED
 NP0560* NAVD 88 ORTHO HEIGHT -  1366.309 (meters)     4482.63  (feet) ADJUSTED
 NP0560  ______________________________________________________________________
 NP0560  GEOID HEIGHT    -        -17.787 (meters)                     GEOID18
 NP0560  DYNAMIC HEIGHT  -       1365.492 (meters)     4479.95  (feet) COMP
 NP0560  MODELED GRAVITY -    979,976.1   (mgal)                       NAVD 88
 NP0560
 NP0560  VERT ORDER      -  FIRST     CLASS II
 NP0560
 NP0560.The horizontal coordinates were scaled from a map and have
 NP0560.an estimated accuracy of +/- 6 seconds.
 NP0560
 NP0560.The orthometric height was determined by differential leveling and
 NP0560.adjusted by the NATIONAL GEODETIC SURVEY
 NP0560.in June 1991.
 NP0560
 NP0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0560.GEOID18 height accuracy estimate available here.
 NP0560
 NP0560.Click photographs - Photos may exist for this station.
 NP0560
 NP0560.The dynamic height is computed by dividing the NAVD 88
 NP0560.geopotential number by the normal gravity value computed on the
 NP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0560.degrees latitude (g = 980.6199 gals.).
 NP0560
 NP0560.The modeled gravity was interpolated from observed gravity values.
 NP0560
 NP0560;                    North         East    Units  Estimated Accuracy
 NP0560;SPC NE       -   306,710.      224,440.      MT  (+/- 180 meters Scaled)
 NP0560
 NP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349118(NAD 83)
 NP0560
 NP0560                          SUPERSEDED SURVEY CONTROL
 NP0560
 NP0560.No superseded survey control is available for this station.
 NP0560
 NP0560_MARKER: I = METAL ROD
 NP0560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0560+WITH SETTING: INFORMATION.
 NP0560_STAMPING: T 416 1985
 NP0560_MARK LOGO: NGS
 NP0560_PROJECTION: FLUSH
 NP0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0560_ROD/PIPE-DEPTH: 1.5 meters
 NP0560
 NP0560  HISTORY     - Date     Condition        Report By
 NP0560  HISTORY     - 1985     MONUMENTED       NGS
 NP0560
 NP0560                          STATION DESCRIPTION
 NP0560
 NP0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0560'15.8 KM (9.8 MI) NW FROM MARSHLAND.
 NP0560'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0560'OFFICE AT MARSHLAND, THENCE 15.53 KM (9.65 MI) NORTHWEST ALONG THE
 NP0560'BURLINGTON NORTHERN RAILROAD, 21.3 METERS (69.7 FT) EAST OF THE EAST
 NP0560'RAIL, 27.7 METERS (91 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NP0560'RAILROAD SIGNAL LITE, 7.0 METERS (23 FT) EAST OF A POWER POLE, 6.6
 NP0560'METERS (21.6 FT) EAST OF THE NORTHEAST CORNER OF A SWITCH BOX,
 NP0560'1.2 METERS (4 FT) EAST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF
 NP0560'A FENCE.  ROD SET TO 5 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 NP0560'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0560'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NP0560'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0353 ***********************************************************************
 MN0353  DESIGNATION -  T 417
 MN0353  PID         -  MN0353
 MN0353  STATE/COUNTY-  NE/MORRILL
 MN0353  COUNTRY     -  US
 MN0353  USGS QUAD   -  BRIDGEPORT (2017)
 MN0353
 MN0353                         *CURRENT SURVEY CONTROL
 MN0353  ______________________________________________________________________
 MN0353* NAD 83(1986) POSITION- 41 37 35.     (N) 103 01 53.     (W)   SCALED
 MN0353* NAVD 88 ORTHO HEIGHT -  1111.383 (meters)     3646.26  (feet) ADJUSTED
 MN0353  ______________________________________________________________________
 MN0353  GEOID HEIGHT    -        -19.586 (meters)                     GEOID18
 MN0353  DYNAMIC HEIGHT  -       1110.679 (meters)     3643.95  (feet) COMP
 MN0353  MODELED GRAVITY -    979,952.3   (mgal)                       NAVD 88
 MN0353
 MN0353  VERT ORDER      -  FIRST     CLASS II
 MN0353
 MN0353.The horizontal coordinates were scaled from a map and have
 MN0353.an estimated accuracy of +/- 6 seconds.
 MN0353
 MN0353.The orthometric height was determined by differential leveling and
 MN0353.adjusted by the NATIONAL GEODETIC SURVEY
 MN0353.in June 1991.
 MN0353
 MN0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0353.GEOID18 height accuracy estimate available here.
 MN0353
 MN0353.Click photographs - Photos may exist for this station.
 MN0353
 MN0353.The dynamic height is computed by dividing the NAVD 88
 MN0353.geopotential number by the normal gravity value computed on the
 MN0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0353.degrees latitude (g = 980.6199 gals.).
 MN0353
 MN0353.The modeled gravity was interpolated from observed gravity values.
 MN0353
 MN0353;                    North         East    Units  Estimated Accuracy
 MN0353;SPC NE       -   203,500.      247,520.      MT  (+/- 180 meters Scaled)
 MN0353
 MN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG639101(NAD 83)
 MN0353
 MN0353                          SUPERSEDED SURVEY CONTROL
 MN0353
 MN0353.No superseded survey control is available for this station.
 MN0353
 MN0353_MARKER: I = METAL ROD
 MN0353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0353_STAMPING: T 417 1985
 MN0353_MARK LOGO: NGS
 MN0353_PROJECTION: FLUSH
 MN0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0353+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0353_ROD/PIPE-DEPTH: 15.9 meters
 MN0353
 MN0353  HISTORY     - Date     Condition        Report By
 MN0353  HISTORY     - 1985     MONUMENTED       NGS
 MN0353  HISTORY     - 20070417 GOOD             NEDR
 MN0353
 MN0353                          STATION DESCRIPTION
 MN0353
 MN0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0353'7.7 KM (4.8 MI) SE FROM BRIDGEPORT.
 MN0353'7.7 KM (4.8 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0353'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT THE CORNER OF A RIGHT OF
 MN0353'WAY FENCE OFFSET, 0.48 KM (0.3 MI) EAST OF PUMPKIN CREEK, 15.9 METERS
 MN0353'(52 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.9 METERS (6.2 FT) EAST OF
 MN0353'THE OFFSET FENCE CORNER, 0.8 METER (2.5 FT) SOUTH OF A CONCRETE RIGHT
 MN0353'OF WAY POST, 0.3 METER (1 FT) NORTH OF A FENCE AND 35.1 METERS (115
 MN0353'FT) EAST OF THE CENTER OF A PRIVATE DRIVE.  NOTE--ACCESS TO DATUM
 MN0353'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0353'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 MN0353'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MN0353
 MN0353                          STATION RECOVERY (2007)
 MN0353
 MN0353'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0353'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0341 ***********************************************************************
 MN0341  DESIGNATION -  T 418
 MN0341  PID         -  MN0341
 MN0341  STATE/COUNTY-  NE/MORRILL
 MN0341  COUNTRY     -  US
 MN0341  USGS QUAD   -  ANGORA NE (2017)
 MN0341
 MN0341                         *CURRENT SURVEY CONTROL
 MN0341  ______________________________________________________________________
 MN0341* NAD 83(1986) POSITION- 41 53 03.66   (N) 103 05 28.78   (W)   HD_HELD1
 MN0341* NAVD 88 ORTHO HEIGHT -  1286.441 (meters)     4220.60  (feet) ADJUSTED
 MN0341  ______________________________________________________________________
 MN0341  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 MN0341  DYNAMIC HEIGHT  -       1285.623 (meters)     4217.91  (feet) COMP
 MN0341  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 MN0341
 MN0341  VERT ORDER      -  FIRST     CLASS II
 MN0341
 MN0341.The horizontal coordinates were determined by differentially corrected
 MN0341.hand held GPS observations or other comparable positioning techniques
 MN0341.and have an estimated accuracy of +/- 3 meters.
 MN0341
 MN0341.The orthometric height was determined by differential leveling and
 MN0341.adjusted by the NATIONAL GEODETIC SURVEY
 MN0341.in June 1991.
 MN0341
 MN0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0341.GEOID18 height accuracy estimate available here.
 MN0341
 MN0341.Click photographs - Photos may exist for this station.
 MN0341
 MN0341.The dynamic height is computed by dividing the NAVD 88
 MN0341.geopotential number by the normal gravity value computed on the
 MN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0341.degrees latitude (g = 980.6199 gals.).
 MN0341
 MN0341.The modeled gravity was interpolated from observed gravity values.
 MN0341
 MN0341;                    North         East    Units  Estimated Accuracy
 MN0341;SPC NE       -   232,301.6     243,554.6     MT  (+/- 3 meters HH1 GPS) 
 MN0341
 MN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5836038697(NAD 83)
 MN0341
 MN0341                          SUPERSEDED SURVEY CONTROL
 MN0341
 MN0341.No superseded survey control is available for this station.
 MN0341
 MN0341_MARKER: I = METAL ROD
 MN0341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0341_STAMPING: T 418 1985
 MN0341_MARK LOGO: NGS
 MN0341_PROJECTION: FLUSH
 MN0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0341+STABILITY: POSITION/ELEVATION WELL
 MN0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0341+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 MN0341_ROD/PIPE-DEPTH: 8.5 meters
 MN0341_SLEEVE-DEPTH  : 6.1 meters
 MN0341
 MN0341  HISTORY     - Date     Condition        Report By
 MN0341  HISTORY     - 1985     MONUMENTED       NGS
 MN0341  HISTORY     - 20121129 GOOD             GCT
 MN0341
 MN0341                          STATION DESCRIPTION
 MN0341
 MN0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0341'5.0 KM (3.1 MI) NE FROM ANGORA.
 MN0341'0.16 KM (0.1 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0341'ANGORA, THENCE 4.79 KM (3.0 MI) NORTHEAST ALONG THE BURLINGTON
 MN0341'NORTHERN RAILROAD, AT A US HIGHWAY 385 PICNIC AREA, AT THE MOST
 MN0341'SOUTHWEST 1 OF 2 PICNIC TABLE AREAS, 36.9 METERS (121 FT) SOUTHEAST OF
 MN0341'THE CENTER OF US HIGHWAY 385, 4.9 METERS (16 FT) NORTHWEST OF THE
 MN0341'NORTHEAST CORNER OF A TABLE AREA, 4.9 METERS (16 FT) NORTHEAST OF THE
 MN0341'NORTHWEST CORNER OF A TABLE AREA, 37.3 METERS (122.4 FT) NORTHEAST OF
 MN0341'THE CENTER OF THE MOST SOUTHWEST ENTRANCE ROAD TO THE PICNIC AREA,
 MN0341'34.5 METERS (113 FT) SOUTHWEST OF THE CENTER OF A CONCRETE WELL
 MN0341'CASEING AND 44.5 METERS (146 FT) WEST-SOUTHWEST OF A DRINKING
 MN0341'FOUNTAIN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0341'CAP.
 MN0341'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 MN0341'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 MN0341
 MN0341                          STATION RECOVERY (2012)
 MN0341
 MN0341'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MN0341'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0332 ***********************************************************************
 MM0332  DESIGNATION -  T 422
 MM0332  PID         -  MM0332
 MM0332  STATE/COUNTY-  NE/KEITH
 MM0332  COUNTRY     -  US
 MM0332  USGS QUAD   -  BRULE SE (2017)
 MM0332
 MM0332                         *CURRENT SURVEY CONTROL
 MM0332  ______________________________________________________________________
 MM0332* NAD 83(1986) POSITION- 41 07 11.01   (N) 101 45 11.11   (W)   HD_HELD1
 MM0332* NAVD 88 ORTHO HEIGHT -   988.896 (meters)     3244.40  (feet) ADJUSTED
 MM0332  ______________________________________________________________________
 MM0332  GEOID HEIGHT    -        -20.905 (meters)                     GEOID18
 MM0332  DYNAMIC HEIGHT  -        988.279 (meters)     3242.38  (feet) COMP
 MM0332  MODELED GRAVITY -    979,967.1   (mgal)                       NAVD 88
 MM0332
 MM0332  VERT ORDER      -  FIRST     CLASS II
 MM0332
 MM0332.The horizontal coordinates were determined by differentially corrected
 MM0332.hand held GPS observations or other comparable positioning techniques
 MM0332.and have an estimated accuracy of +/- 3 meters.
 MM0332
 MM0332.The orthometric height was determined by differential leveling and
 MM0332.adjusted by the NATIONAL GEODETIC SURVEY
 MM0332.in June 1991.
 MM0332
 MM0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0332.GEOID18 height accuracy estimate available here.
 MM0332
 MM0332.Click photographs - Photos may exist for this station.
 MM0332
 MM0332.The dynamic height is computed by dividing the NAVD 88
 MM0332.geopotential number by the normal gravity value computed on the
 MM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0332.degrees latitude (g = 980.6199 gals.).
 MM0332
 MM0332.The modeled gravity was interpolated from observed gravity values.
 MM0332
 MM0332;                    North         East    Units  Estimated Accuracy
 MM0332;SPC NE       -   144,315.0     352,828.0     MT  (+/- 3 meters HH1 GPS) 
 MM0332
 MM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6886855701(NAD 83)
 MM0332
 MM0332                          SUPERSEDED SURVEY CONTROL
 MM0332
 MM0332  NGVD 29 (02/14/92)  988.461  (m)         3242.98   (f) ADJUSTED    1 2
 MM0332
 MM0332.Superseded values are not recommended for survey control.
 MM0332
 MM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0332.See file dsdata.pdf to determine how the superseded data were derived.
 MM0332
 MM0332_MARKER: F = FLANGE-ENCASED ROD
 MM0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0332_STAMPING: T 422 1986
 MM0332_MARK LOGO: NGS
 MM0332_PROJECTION: FLUSH
 MM0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0332_ROD/PIPE-DEPTH: 25.6 meters
 MM0332
 MM0332  HISTORY     - Date     Condition        Report By
 MM0332  HISTORY     - 1986     MONUMENTED       NGS
 MM0332  HISTORY     - 19980710 GOOD             USPSQD
 MM0332  HISTORY     - 20040831 GOOD             NEDR
 MM0332
 MM0332                          STATION DESCRIPTION
 MM0332
 MM0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0332'2.9 KM (1.8 MI) WEST FROM OGALLALA.
 MM0332'2.91 KM (1.82 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0332'HIGHWAY 26 AND STATE HIGHWAY 61 AT OGALLALA, 0.65 KM (0.40 MI) EAST OF
 MM0332'MILEPOST 124, IN THE V OF THE Y JUNCTION OF THE ROAD LEADING TO THE
 MM0332'OGALLALA MUNICIPAL AIRPORT, 16.6 METERS (54.5 FT) NORTH OF THE HIGHWAY
 MM0332'CENTERLINE, 39.0 METERS (128 FT) SOUTH OF THE CENTER OF THE ROAD,
 MM0332'13.8 METERS (45.5 FT) SOUTH OF THE SOUTH 1 OF 5 LEGS OF AN AIRPORT
 MM0332'SIGN AND 0.4 METER (1.5 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO
 MM0332'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0332'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0332
 MM0332                          STATION RECOVERY (1998)
 MM0332
 MM0332'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0332'RECOVERED IN GOOD CONDITION.
 MM0332
 MM0332                          STATION RECOVERY (2004)
 MM0332
 MM0332'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JA)
 MM0332'FROM THE JUNCTION OF US HIGHWAY 26 AND US HOGHWAY 61 WEST OF OGAILALA,
 MM0332'GO EAST ON HIGHWAY 30 FOR APPROXIMATELY 0.13 MILES (0.21 KM) TO POINT
 MM0332'NORTH OF HIGHWAY 30.  .40 MILES (0.64 KM) EAST OF MILEPOST 124 ON
 MM0332'HIGHWAY 30.  54.5 FEET (16.6 M) NORTH OF HIGHWAY 30 CENTERLINE, 1.5
 MM0332'FEET (0.5 M) EAST OF A FENCE CORNER, MARK IS ABOVE LEVEL WITH THE
 MM0332'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0968 ***********************************************************************
 LH0968  DESIGNATION -  T 423
 LH0968  PID         -  LH0968
 LH0968  STATE/COUNTY-  NE/GOSPER
 LH0968  COUNTRY     -  US
 LH0968  USGS QUAD   -  ARAPAHOE (2017)
 LH0968
 LH0968                         *CURRENT SURVEY CONTROL
 LH0968  ______________________________________________________________________
 LH0968* NAD 83(1986) POSITION- 40 21 59.     (N) 099 54 06.     (W)   SCALED
 LH0968* NAVD 88 ORTHO HEIGHT -   694.364 (meters)     2278.09  (feet) ADJUSTED
 LH0968  ______________________________________________________________________
 LH0968  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 LH0968  DYNAMIC HEIGHT  -        693.923 (meters)     2276.65  (feet) COMP
 LH0968  MODELED GRAVITY -    979,967.3   (mgal)                       NAVD 88
 LH0968
 LH0968  VERT ORDER      -  FIRST     CLASS II
 LH0968
 LH0968.The horizontal coordinates were scaled from a map and have
 LH0968.an estimated accuracy of +/- 6 seconds.
 LH0968
 LH0968.The orthometric height was determined by differential leveling and
 LH0968.adjusted by the NATIONAL GEODETIC SURVEY
 LH0968.in June 1991.
 LH0968
 LH0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0968.GEOID18 height accuracy estimate available here.
 LH0968
 LH0968.Click photographs - Photos may exist for this station.
 LH0968
 LH0968.The dynamic height is computed by dividing the NAVD 88
 LH0968.geopotential number by the normal gravity value computed on the
 LH0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0968.degrees latitude (g = 980.6199 gals.).
 LH0968
 LH0968.The modeled gravity was interpolated from observed gravity values.
 LH0968
 LH0968;                    North         East    Units  Estimated Accuracy
 LH0968;SPC NE       -    59,190.      508,350.      MT  (+/- 180 meters Scaled)
 LH0968
 LH0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK234688(NAD 83)
 LH0968
 LH0968                          SUPERSEDED SURVEY CONTROL
 LH0968
 LH0968  NGVD 29 (02/14/92)  694.067  (m)         2277.12   (f) ADJUSTED    1 2
 LH0968
 LH0968.Superseded values are not recommended for survey control.
 LH0968
 LH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0968.See file dsdata.pdf to determine how the superseded data were derived.
 LH0968
 LH0968_MARKER: I = METAL ROD
 LH0968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0968_STAMPING: T 423 1986
 LH0968_MARK LOGO: NGS
 LH0968_PROJECTION: FLUSH
 LH0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0968_ROD/PIPE-DEPTH: 21.9 meters
 LH0968
 LH0968  HISTORY     - Date     Condition        Report By
 LH0968  HISTORY     - 1986     MONUMENTED       NGS
 LH0968
 LH0968                          STATION DESCRIPTION
 LH0968
 LH0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0968'6.7 KM (4.15 MI) NORTH FROM ARAPAHOE.
 LH0968'6.69 KM (4.18 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0968'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE T
 LH0968'JUNCTION OF A FIELD ENTRANCE ROAD, 0.42 KM (0.26 MI) NORTH OF MILEPOST
 LH0968'25, 22.1 METERS (72.5 FT) EAST OF THE HIGHWAY CENTERLINE, 22.8 METERS
 LH0968'(75 FT) SOUTH OF THE CENTER OF THE ROAD, 19.5 METERS (64 FT) SOUTH OF
 LH0968'THE SOUTH END OF A GATE, 0.7 METER (2.5 FT) SOUTH OF A RIGHT OF WAY
 LH0968'MARKER AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0968'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0968'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0968'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0305 ***********************************************************************
 MM0305  DESIGNATION -  T 424
 MM0305  PID         -  MM0305
 MM0305  STATE/COUNTY-  NE/LINCOLN
 MM0305  COUNTRY     -  US
 MM0305  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0305
 MM0305                         *CURRENT SURVEY CONTROL
 MM0305  ______________________________________________________________________
 MM0305* NAD 83(1986) POSITION- 41 08 51.06   (N) 100 47 00.78   (W)   HD_HELD1
 MM0305* NAVD 88 ORTHO HEIGHT -   856.329 (meters)     2809.47  (feet) ADJUSTED
 MM0305  ______________________________________________________________________
 MM0305  GEOID HEIGHT    -        -22.139 (meters)                     GEOID18
 MM0305  DYNAMIC HEIGHT  -        855.831 (meters)     2807.84  (feet) COMP
 MM0305  MODELED GRAVITY -    980,013.0   (mgal)                       NAVD 88
 MM0305
 MM0305  VERT ORDER      -  FIRST     CLASS II
 MM0305
 MM0305.The horizontal coordinates were determined by differentially corrected
 MM0305.hand held GPS observations or other comparable positioning techniques
 MM0305.and have an estimated accuracy of +/- 3 meters.
 MM0305
 MM0305.The orthometric height was determined by differential leveling and
 MM0305.adjusted by the NATIONAL GEODETIC SURVEY
 MM0305.in June 1994.
 MM0305
 MM0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0305.GEOID18 height accuracy estimate available here.
 MM0305
 MM0305.Click photographs - Photos may exist for this station.
 MM0305
 MM0305.The dynamic height is computed by dividing the NAVD 88
 MM0305.geopotential number by the normal gravity value computed on the
 MM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0305.degrees latitude (g = 980.6199 gals.).
 MM0305
 MM0305.The modeled gravity was interpolated from observed gravity values.
 MM0305
 MM0305;                    North         East    Units  Estimated Accuracy
 MM0305;SPC NE       -   146,206.3     434,245.2     MT  (+/- 3 meters HH1 GPS) 
 MM0305
 MM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5033256666(NAD 83)
 MM0305
 MM0305                          SUPERSEDED SURVEY CONTROL
 MM0305
 MM0305  NAVD 88 (06/15/91)  856.337  (m)         2809.50   (f) SUPERSEDED  1 2
 MM0305  NGVD 29 (02/14/92)  855.977  (m)         2808.32   (f) ADJUSTED    1 2
 MM0305
 MM0305.Superseded values are not recommended for survey control.
 MM0305
 MM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0305.See file dsdata.pdf to determine how the superseded data were derived.
 MM0305
 MM0305_MARKER: I = METAL ROD
 MM0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0305_STAMPING: T 424 1986
 MM0305_MARK LOGO: NGS
 MM0305_PROJECTION: FLUSH
 MM0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0305+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 MM0305_ROD/PIPE-DEPTH: 12.2 meters
 MM0305
 MM0305  HISTORY     - Date     Condition        Report By
 MM0305  HISTORY     - 1986     MONUMENTED       NGS
 MM0305  HISTORY     - 20160531 GOOD             INDIV
 MM0305
 MM0305                          STATION DESCRIPTION
 MM0305
 MM0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0305'1.9 KM (1.2 MI) WEST FROM NORTH PLATTE.
 MM0305'1.91 KM (1.19 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0305'HIGHWAY 83 AT NORTH PLATTE, IN THE SOUTHWEST CORNER OF THE
 MM0305'INTERSECTION OF CARR STREET, 0.07 KM (0.05 MI) EAST OF MILEPOST 176,
 MM0305'75.9 METERS (249 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.0 METERS (33
 MM0305'FT) WEST OF THE CENTER OF CARR STREET AND 1.5 METERS (5 FT) SOUTH OF
 MM0305'THE NORTHEAST CORNER OF A CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM
 MM0305'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0305'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MM0305'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0305
 MM0305                          STATION RECOVERY (2016)
 MM0305
 MM0305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0305'RECOVERED AS DESCRIBED, 
 MM0305'LAT. 41 08 51 N 
 MM0305'LONG. 100 47 01 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0989 ***********************************************************************
 LH0989  DESIGNATION -  T 425
 LH0989  PID         -  LH0989
 LH0989  STATE/COUNTY-  NE/DAWSON
 LH0989  COUNTRY     -  US
 LH0989  USGS QUAD   -  BERTRAND NW (2017)
 LH0989
 LH0989                         *CURRENT SURVEY CONTROL
 LH0989  ______________________________________________________________________
 LH0989* NAD 83(1986) POSITION- 40 44 41.65   (N) 099 44 21.52   (W)   HD_HELD1
 LH0989* NAVD 88 ORTHO HEIGHT -   727.051 (meters)     2385.33  (feet) ADJUSTED
 LH0989  ______________________________________________________________________
 LH0989  GEOID HEIGHT    -        -23.913 (meters)                     GEOID18
 LH0989  DYNAMIC HEIGHT  -        726.623 (meters)     2383.93  (feet) COMP
 LH0989  MODELED GRAVITY -    980,011.2   (mgal)                       NAVD 88
 LH0989
 LH0989  VERT ORDER      -  FIRST     CLASS II
 LH0989
 LH0989.The horizontal coordinates were determined by differentially corrected
 LH0989.hand held GPS observations or other comparable positioning techniques
 LH0989.and have an estimated accuracy of +/- 3 meters.
 LH0989
 LH0989.The orthometric height was determined by differential leveling and
 LH0989.adjusted by the NATIONAL GEODETIC SURVEY
 LH0989.in June 1991.
 LH0989
 LH0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0989.GEOID18 height accuracy estimate available here.
 LH0989
 LH0989.Click photographs - Photos may exist for this station.
 LH0989
 LH0989.The dynamic height is computed by dividing the NAVD 88
 LH0989.geopotential number by the normal gravity value computed on the
 LH0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0989.degrees latitude (g = 980.6199 gals.).
 LH0989
 LH0989.The modeled gravity was interpolated from observed gravity values.
 LH0989
 LH0989;                    North         East    Units  Estimated Accuracy
 LH0989;SPC NE       -   101,243.1     522,011.8     MT  (+/- 3 meters HH1 GPS) 
 LH0989
 LH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3758310702(NAD 83)
 LH0989
 LH0989                          SUPERSEDED SURVEY CONTROL
 LH0989
 LH0989  NGVD 29 (02/14/92)  726.774  (m)         2384.42   (f) ADJUSTED    1 2
 LH0989
 LH0989.Superseded values are not recommended for survey control.
 LH0989
 LH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0989.See file dsdata.pdf to determine how the superseded data were derived.
 LH0989
 LH0989_MARKER: F = FLANGE-ENCASED ROD
 LH0989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0989_STAMPING: T 425 1986
 LH0989_MARK LOGO: NGS
 LH0989_PROJECTION: FLUSH
 LH0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0989_ROD/PIPE-DEPTH: 18.2 meters
 LH0989
 LH0989  HISTORY     - Date     Condition        Report By
 LH0989  HISTORY     - 1986     MONUMENTED       NGS
 LH0989  HISTORY     - 20040227 GOOD             NEDR
 LH0989  HISTORY     - 20100506 GOOD             JEOCON
 LH0989
 LH0989                          STATION DESCRIPTION
 LH0989
 LH0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0989'3.4 KM (2.1 MI) SOUTH FROM LEXINGTON.
 LH0989'3.4 KM (2.1 MI) SOUTH ALONG US HIGHWAY 283 FROM THE OVERPASS BRIDGE
 LH0989'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, AT
 LH0989'MILEPOST 56, IN THE NORTHEAST CORNER OF THE T JUNCTION DRIVEWAY TO THE
 LH0989'NEBRASKA DEPARTMENT OF ROADS YARD, 0.4 METER (1.5 FT) WEST OF THE
 LH0989'NORTHWEST CORNER OF THE FENCE AROUND THE YARD, 70.5 METERS (231.5 FT)
 LH0989'EAST OF THE HIGHWAY CENTERLINE, 24.3 METERS (80 FT) NORTH OF THE
 LH0989'CENTER OF THE DRIVEWAY AND 20.7 METERS (68 FT) NORTH OF THE NORTH END
 LH0989'OF THE GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LH0989'CAP.
 LH0989'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0989'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 LH0989
 LH0989                          STATION RECOVERY (2004)
 LH0989
 LH0989'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JA)
 LH0989'2.1 MILES (3.4 KM) SOUTH ALONG US HIGHWAY 283 FROM THE OVERPASS BRIDGE
 LH0989'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON AT MP
 LH0989'56 IN THE NORTHEAST CORNER OF THE T JUNCTION DRIVEWAY TO THE NEBRASKA
 LH0989'DEPARTMENT OF ROADS YARD.  231.5 FEET (70.6 M) EAST OF THE HIGHWAY
 LH0989'CENTERLINE, 72.0 FEET (21.9 M) EAST OF CENTERLINE OF DEPT OF ROADS
 LH0989'DRIVE, 2812 PLUM CREEK PARKWAY, 1.0 FEET (0.3 M) SOUTH OF A FIBERGLASS
 LH0989'WITNESS POST, 1.0 FOOT (0.3 M) NORTH OF A FIBERGLASS WITNESS POST,
 LH0989'16.8 FEET (5.1 M) TO NORTHWEST CORNER OF BRICK AND STEEL MAINTENANCE
 LH0989'BUILDING, DEPT OF ROADS.  NOTE-ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0989'5 INCH LOGO CAP.
 LH0989
 LH0989                          STATION RECOVERY (2010)
 LH0989
 LH0989'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH0989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0342 ***********************************************************************
 MM0342  DESIGNATION -  T 426
 MM0342  PID         -  MM0342
 MM0342  STATE/COUNTY-  NE/LINCOLN
 MM0342  COUNTRY     -  US
 MM0342  USGS QUAD   -  BRADY (2017)
 MM0342
 MM0342                         *CURRENT SURVEY CONTROL
 MM0342  ______________________________________________________________________
 MM0342* NAD 83(1986) POSITION- 41 00 49.     (N) 100 21 23.     (W)   SCALED
 MM0342* NAVD 88 ORTHO HEIGHT -   807.230 (meters)     2648.39  (feet) ADJUSTED
 MM0342  ______________________________________________________________________
 MM0342  GEOID HEIGHT    -        -22.810 (meters)                     GEOID18
 MM0342  DYNAMIC HEIGHT  -        806.752 (meters)     2646.82  (feet) COMP
 MM0342  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 MM0342
 MM0342  VERT ORDER      -  FIRST     CLASS II
 MM0342
 MM0342.The horizontal coordinates were scaled from a map and have
 MM0342.an estimated accuracy of +/- 6 seconds.
 MM0342
 MM0342.The orthometric height was determined by differential leveling and
 MM0342.adjusted by the NATIONAL GEODETIC SURVEY
 MM0342.in June 1991.
 MM0342
 MM0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0342.GEOID18 height accuracy estimate available here.
 MM0342
 MM0342.Click photographs - Photos may exist for this station.
 MM0342
 MM0342.The dynamic height is computed by dividing the NAVD 88
 MM0342.geopotential number by the normal gravity value computed on the
 MM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0342.degrees latitude (g = 980.6199 gals.).
 MM0342
 MM0342.The modeled gravity was interpolated from observed gravity values.
 MM0342
 MM0342;                    North         East    Units  Estimated Accuracy
 MM0342;SPC NE       -   131,100.      470,030.      MT  (+/- 180 meters Scaled)
 MM0342
 MM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL859411(NAD 83)
 MM0342
 MM0342                          SUPERSEDED SURVEY CONTROL
 MM0342
 MM0342  NGVD 29 (02/14/92)  806.901  (m)         2647.31   (f) ADJUSTED    1 2
 MM0342
 MM0342.Superseded values are not recommended for survey control.
 MM0342
 MM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0342.See file dsdata.pdf to determine how the superseded data were derived.
 MM0342
 MM0342_MARKER: I = METAL ROD
 MM0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0342_STAMPING: T 426 1986
 MM0342_MARK LOGO: NGS
 MM0342_PROJECTION: FLUSH
 MM0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0342+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 MM0342_ROD/PIPE-DEPTH: 18.3 meters
 MM0342
 MM0342  HISTORY     - Date     Condition        Report By
 MM0342  HISTORY     - 1986     MONUMENTED       NGS
 MM0342  HISTORY     - 20100901 GOOD             NEGS
 MM0342  HISTORY     - 20130114 GOOD             INDIV
 MM0342
 MM0342                          STATION DESCRIPTION
 MM0342
 MM0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0342'1.6 KM (1.0 MI) SE FROM BRADY.
 MM0342'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 MM0342'AT BRADEY, THENCE 1.25 KM (0.8 MI) SOUTHEAST ALONG US HIGHWAY 30,
 MM0342'0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 201, 19.9 METERS (65.5 FT)
 MM0342'NORTHEAST OF THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) SOUTHEAST OF
 MM0342'BRADY AZIMUTH MARK, 6.1 METERS (20 FT) SOUTHEAST OF THE SOUTHEAST END
 MM0342'OF A STEEL GATE AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY
 MM0342'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0342'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MM0342'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 MM0342
 MM0342                          STATION RECOVERY (2010)
 MM0342
 MM0342'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0342'FROM THE INTERSECTION OF MARKET STREET AND U.S. HIGHWAY 30
 MM0342'AT BRADY, NEBRASKA., GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.80 MILE
 MM0342'TO  HIGHWAY MILEPOST 201+50 AND THE MARK 65.5 FEET NORTHEAST OF THE
 MM0342'CENTERLINE OF THE HIGHWAY, 40.0 FEET SOUTHEAST OF BRADY AZIMUTH MARK,
 MM0342'20.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEL GATE, 1.0 FOOT
 MM0342'SOUTHWEST OF THE RIGHT OF WAY FENCE, 1.0 FOOT SOUTHEAST OF A
 MM0342'FIBERGLASS WITNESS POST . ACCESS TO DATUM POINT IS HAD THROUGH A 5
 MM0342'INCH LOGO CAP WHICH IS FLUSH WITH THE GROUND.
 MM0342
 MM0342                          STATION RECOVERY (2013)
 MM0342
 MM0342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MM0342'RECOVERED AS DESCRIBED, MARK IS FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2140 ***********************************************************************
 MK2140  DESIGNATION -  T 428
 MK2140  PID         -  MK2140
 MK2140  STATE/COUNTY-  NE/DOUGLAS
 MK2140  COUNTRY     -  US
 MK2140  USGS QUAD   -  RALSTON (2017)
 MK2140
 MK2140                         *CURRENT SURVEY CONTROL
 MK2140  ______________________________________________________________________
 MK2140* NAD 83(1986) POSITION- 41 13 18.     (N) 096 02 33.     (W)   SCALED
 MK2140* NAVD 88 ORTHO HEIGHT -   325.976 (meters)     1069.47  (feet) ADJUSTED
 MK2140  ______________________________________________________________________
 MK2140  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 MK2140  DYNAMIC HEIGHT  -        325.840 (meters)     1069.03  (feet) COMP
 MK2140  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 MK2140
 MK2140  VERT ORDER      -  FIRST     CLASS II
 MK2140
 MK2140.The horizontal coordinates were scaled from a map and have
 MK2140.an estimated accuracy of +/- 6 seconds.
 MK2140
 MK2140.The orthometric height was determined by differential leveling and
 MK2140.adjusted by the NATIONAL GEODETIC SURVEY
 MK2140.in June 1991.
 MK2140
 MK2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2140.GEOID18 height accuracy estimate available here.
 MK2140
 MK2140.Click photographs - Photos may exist for this station.
 MK2140
 MK2140.The dynamic height is computed by dividing the NAVD 88
 MK2140.geopotential number by the normal gravity value computed on the
 MK2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2140.degrees latitude (g = 980.6199 gals.).
 MK2140
 MK2140.The modeled gravity was interpolated from observed gravity values.
 MK2140
 MK2140;                    North         East    Units  Estimated Accuracy
 MK2140;SPC NE       -   161,730.      831,620.      MT  (+/- 180 meters Scaled)
 MK2140
 MK2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL479675(NAD 83)
 MK2140
 MK2140                          SUPERSEDED SURVEY CONTROL
 MK2140
 MK2140.No superseded survey control is available for this station.
 MK2140
 MK2140_MARKER: DV = VERTICAL CONTROL DISK
 MK2140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2140_SP_SET: ABUTMENT
 MK2140_STAMPING: T 428 1989
 MK2140_MARK LOGO: NGS
 MK2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2140+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 MK2140
 MK2140  HISTORY     - Date     Condition        Report By
 MK2140  HISTORY     - 1989     MONUMENTED       NGS
 MK2140  HISTORY     - 20051025 GOOD             NEDR
 MK2140
 MK2140                          STATION DESCRIPTION
 MK2140
 MK2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2140'IN OMAHA, AT THE INTERSECTION OF 84TH STREET AND THE UNION PACIFIC
 MK2140'RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE
 MK2140'EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 53.5 M
 MK2140'(175.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 MK2140'STREET, 3.6 M (11.8 FT) BELOW THE LEVEL OF THE TRACK, AND 2.4 M (7.9
 MK2140'FT) NORTH OF THE NEAR RAIL.
 MK2140
 MK2140                          STATION RECOVERY (2005)
 MK2140
 MK2140'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MK2140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1348 ***********************************************************************
 MJ1348  DESIGNATION -  T 429
 MJ1348  PID         -  MJ1348
 MJ1348  STATE/COUNTY-  NE/DOUGLAS
 MJ1348  COUNTRY     -  US
 MJ1348  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1348
 MJ1348                         *CURRENT SURVEY CONTROL
 MJ1348  ______________________________________________________________________
 MJ1348* NAD 83(1986) POSITION- 41 14 02.19   (N) 095 55 32.22   (W)   HD_HELD1
 MJ1348* NAVD 88 ORTHO HEIGHT -   355.185 (meters)     1165.30  (feet) ADJUSTED
 MJ1348  ______________________________________________________________________
 MJ1348  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 MJ1348  DYNAMIC HEIGHT  -        355.038 (meters)     1164.82  (feet) COMP
 MJ1348  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 MJ1348
 MJ1348  VERT ORDER      -  FIRST     CLASS II
 MJ1348
 MJ1348.The horizontal coordinates were determined by differentially corrected
 MJ1348.hand held GPS observations or other comparable positioning techniques
 MJ1348.and have an estimated accuracy of +/- 3 meters.
 MJ1348
 MJ1348.The orthometric height was determined by differential leveling and
 MJ1348.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1348.in June 1991.
 MJ1348
 MJ1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1348.GEOID18 height accuracy estimate available here.
 MJ1348
 MJ1348.Click photographs - Photos may exist for this station.
 MJ1348
 MJ1348.The dynamic height is computed by dividing the NAVD 88
 MJ1348.geopotential number by the normal gravity value computed on the
 MJ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1348.degrees latitude (g = 980.6199 gals.).
 MJ1348
 MJ1348.The modeled gravity was interpolated from observed gravity values.
 MJ1348
 MJ1348;                    North         East    Units  Estimated Accuracy
 MJ1348;SPC NE       -   163,547.8     841,344.9     MT  (+/- 3 meters HH1 GPS) 
 MJ1348
 MJ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5480968855(NAD 83)
 MJ1348
 MJ1348                          SUPERSEDED SURVEY CONTROL
 MJ1348
 MJ1348.No superseded survey control is available for this station.
 MJ1348
 MJ1348_MARKER: F = FLANGE-ENCASED ROD
 MJ1348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1348_STAMPING: T 429 1989
 MJ1348_MARK LOGO: NGS
 MJ1348_PROJECTION: FLUSH
 MJ1348_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1348+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2015
 MJ1348_ROD/PIPE-DEPTH: 13.4 meters
 MJ1348
 MJ1348  HISTORY     - Date     Condition        Report By
 MJ1348  HISTORY     - 1989     MONUMENTED       NGS
 MJ1348  HISTORY     - 20150113 GOOD             NEDR
 MJ1348  HISTORY     - 20150401 GOOD             INDIV
 MJ1348
 MJ1348                          STATION DESCRIPTION
 MJ1348
 MJ1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1348'IN OMAHA, AT THE INTERSECTION OF BANCROFT STREET AND 7TH AVENUE, 25.5
 MJ1348'M (83.7 FT) SOUTH OF THE CENTER OF THE STREET, 6.1 M (20.0 FT) EAST
 MJ1348'OF THE CENTER OF THE AVENUE, 1.2 M (3.9 FT) NORTHWEST OF A FENCE
 MJ1348'CORNER, 0.9 M (3.0 FT) SOUTHEAST OF A UTILITY POLE WITH A STREET
 MJ1348'LIGHT AND A GUY WIRE, 1.1 M (3.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT)
 MJ1348'NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 MJ1348'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MJ1348'CAP.
 MJ1348
 MJ1348                          STATION RECOVERY (2015)
 MJ1348
 MJ1348'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2015 (TVB)
 MJ1348'SUITABLE FOR GPS OBSERVATIONS
 MJ1348
 MJ1348                          STATION RECOVERY (2015)
 MJ1348
 MJ1348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TSM)
 MJ1348'IN OMAHA, AT THE INTERSECTION OF BANCROFT STREET AND RIVERVIEW
 MJ1348'BOULEVARD, 86.82 FEET SOUTH OF CENTERLINE OF BANCROFT STREET AS
 MJ1348'MEASURED ALONG RIVERVIEW, 20 FEET EAST OF CENETERLINE OF RIVERVIEW
 MJ1348'BOULEVARD, 31.5 FEET NORTH TO POST OF M.U.D.  SOLAR PANEL POST,
 MJ1348'11.8 FEET EAST  TO GRACE UNIVERSITY NO TRESPASSING SIGN. ABOVE THE
 MJ1348'LEVEL OF THE STREET. NOTE- ACCESS TO DATUM POINT IS THROUGH A 5
 MJ1348'INCH METAL LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0537 ***********************************************************************
 NO0537  DESIGNATION -  T 431
 NO0537  PID         -  NO0537
 NO0537  STATE/COUNTY-  NE/CHERRY
 NO0537  COUNTRY     -  US
 NO0537  USGS QUAD   -  SIMEON (2017)
 NO0537
 NO0537                         *CURRENT SURVEY CONTROL
 NO0537  ______________________________________________________________________
 NO0537* NAD 83(1986) POSITION- 42 36 26.     (N) 100 43 30.     (W)   SCALED
 NO0537* NAVD 88 ORTHO HEIGHT -   893.042 (meters)     2929.92  (feet) ADJUSTED
 NO0537  ______________________________________________________________________
 NO0537  GEOID HEIGHT    -        -21.311 (meters)                     GEOID18
 NO0537  DYNAMIC HEIGHT  -        892.632 (meters)     2928.58  (feet) COMP
 NO0537  MODELED GRAVITY -    980,132.1   (mgal)                       NAVD 88
 NO0537
 NO0537  VERT ORDER      -  FIRST     CLASS II
 NO0537
 NO0537.The horizontal coordinates were scaled from a map and have
 NO0537.an estimated accuracy of +/- 6 seconds.
 NO0537
 NO0537.The orthometric height was determined by differential leveling and
 NO0537.adjusted by the NATIONAL GEODETIC SURVEY
 NO0537.in June 1994.
 NO0537
 NO0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0537.GEOID18 height accuracy estimate available here.
 NO0537
 NO0537.Click photographs - Photos may exist for this station.
 NO0537
 NO0537.The dynamic height is computed by dividing the NAVD 88
 NO0537.geopotential number by the normal gravity value computed on the
 NO0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0537.degrees latitude (g = 980.6199 gals.).
 NO0537
 NO0537.The modeled gravity was interpolated from observed gravity values.
 NO0537
 NO0537;                    North         East    Units  Estimated Accuracy
 NO0537;SPC NE       -   308,240.      440,520.      MT  (+/- 180 meters Scaled)
 NO0537
 NO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN585186(NAD 83)
 NO0537
 NO0537                          SUPERSEDED SURVEY CONTROL
 NO0537
 NO0537  NGVD 29 (02/14/92)  892.727  (m)         2928.89   (f) ADJUSTED    1 2
 NO0537
 NO0537.Superseded values are not recommended for survey control.
 NO0537
 NO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0537.See file dsdata.pdf to determine how the superseded data were derived.
 NO0537
 NO0537_MARKER: I = METAL ROD
 NO0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0537_STAMPING: T 431 1991
 NO0537_MARK LOGO: NGS
 NO0537_PROJECTION: FLUSH
 NO0537_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0537+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0537_ROD/PIPE-DEPTH: 12.1 meters
 NO0537
 NO0537  HISTORY     - Date     Condition        Report By
 NO0537  HISTORY     - 1991     MONUMENTED       NGS
 NO0537
 NO0537                          STATION DESCRIPTION
 NO0537
 NO0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0537'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0537'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0537'ALONG STATE HIGHWAY SPUR 16B, THENCE 10.2 KM (6.35 MI) WESTERLY ALONG
 NO0537'A PAVED ROAD, 15.3 M (50.2 FT) EAST OF THE ROAD CENTER, 8.3 M (27.2
 NO0537'FT) SOUTH OF A T-FENCE CORNER, 4.9 M (16.1 FT) SOUTH OF THE CENTER OF
 NO0537'A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3
 NO0537'M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0537'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0557 ***********************************************************************
 NO0557  DESIGNATION -  T 432
 NO0557  PID         -  NO0557
 NO0557  STATE/COUNTY-  NE/CHERRY
 NO0557  COUNTRY     -  US
 NO0557  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0557
 NO0557                         *CURRENT SURVEY CONTROL
 NO0557  ______________________________________________________________________
 NO0557* NAD 83(1986) POSITION- 42 21 41.     (N) 101 01 38.     (W)   SCALED
 NO0557* NAVD 88 ORTHO HEIGHT -   961.810 (meters)     3155.54  (feet) ADJUSTED
 NO0557  ______________________________________________________________________
 NO0557  GEOID HEIGHT    -        -20.433 (meters)                     GEOID18
 NO0557  DYNAMIC HEIGHT  -        961.348 (meters)     3154.02  (feet) COMP
 NO0557  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 NO0557
 NO0557  VERT ORDER      -  FIRST     CLASS II
 NO0557
 NO0557.The horizontal coordinates were scaled from a map and have
 NO0557.an estimated accuracy of +/- 6 seconds.
 NO0557
 NO0557.The orthometric height was determined by differential leveling and
 NO0557.adjusted by the NATIONAL GEODETIC SURVEY
 NO0557.in June 1994.
 NO0557
 NO0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0557.GEOID18 height accuracy estimate available here.
 NO0557
 NO0557.Click photographs - Photos may exist for this station.
 NO0557
 NO0557.The dynamic height is computed by dividing the NAVD 88
 NO0557.geopotential number by the normal gravity value computed on the
 NO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0557.degrees latitude (g = 980.6199 gals.).
 NO0557
 NO0557.The modeled gravity was interpolated from observed gravity values.
 NO0557
 NO0557;                    North         East    Units  Estimated Accuracy
 NO0557;SPC NE       -   281,190.      415,400.      MT  (+/- 180 meters Scaled)
 NO0557
 NO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM330918(NAD 83)
 NO0557
 NO0557                          SUPERSEDED SURVEY CONTROL
 NO0557
 NO0557  NGVD 29 (02/14/92)  961.507  (m)         3154.54   (f) ADJUSTED    1 2
 NO0557
 NO0557.Superseded values are not recommended for survey control.
 NO0557
 NO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0557.See file dsdata.pdf to determine how the superseded data were derived.
 NO0557
 NO0557_MARKER: I = METAL ROD
 NO0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0557_STAMPING: T 432 1991
 NO0557_MARK LOGO: NGS
 NO0557_PROJECTION: FLUSH
 NO0557_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0557+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0557_ROD/PIPE-DEPTH: 12.7 meters
 NO0557
 NO0557  HISTORY     - Date     Condition        Report By
 NO0557  HISTORY     - 1991     MONUMENTED       NGS
 NO0557
 NO0557                          STATION DESCRIPTION
 NO0557
 NO0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0557'36.8 KM (22.85 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0557'OF STATE HIGHWAY 2 IN MULLEN, 50.7 M (166.3 FT) NORTH OF A T-FENCE
 NO0557'CORNER, 20.3 M (66.6 FT) WEST OF THE HIGHWAY CENTERLINE, 8.7 M (28.5
 NO0557'FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE
 NO0557'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 NO0557'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0541 ***********************************************************************
 MM0541  CBN         -  This is a Cooperative Base Network Control Station.
 MM0541  DESIGNATION -  T 433
 MM0541  PID         -  MM0541
 MM0541  STATE/COUNTY-  NE/LINCOLN
 MM0541  COUNTRY     -  US
 MM0541  USGS QUAD   -  NORTH OF HERSHEY (2017)
 MM0541
 MM0541                         *CURRENT SURVEY CONTROL
 MM0541  ______________________________________________________________________
 MM0541* NAD 83(2011) POSITION- 41 22 15.22736(N) 100 52 57.30024(W)   ADJUSTED
 MM0541* NAD 83(2011) ELLIP HT-   923.345 (meters)        (06/27/12)   ADJUSTED
 MM0541* NAD 83(2011) EPOCH   -  2010.00
 MM0541* NAVD 88 ORTHO HEIGHT -   945.313 (meters)     3101.41  (feet) ADJUSTED
 MM0541  ______________________________________________________________________
 MM0541  GEOID HEIGHT    -        -21.956 (meters)                     GEOID18
 MM0541  NAD 83(2011) X  -   -905,122.723 (meters)                     COMP
 MM0541  NAD 83(2011) Y  - -4,707,942.425 (meters)                     COMP
 MM0541  NAD 83(2011) Z  -  4,194,032.901 (meters)                     COMP
 MM0541  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 MM0541  DYNAMIC HEIGHT  -        944.739 (meters)     3099.53  (feet) COMP
 MM0541  MODELED GRAVITY -    979,984.9   (mgal)                       NAVD 88
 MM0541
 MM0541  VERT ORDER      -  FIRST     CLASS II
 MM0541
 MM0541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0541  Standards:
 MM0541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0541  -------------------------------------------------------------------
 MM0541  NETWORK    0.49   1.33           0.23   0.15   0.68      0.01533084
 MM0541  -------------------------------------------------------------------
 MM0541  Click here for local accuracies and other accuracy information.
 MM0541
 MM0541.The horizontal coordinates were established by GPS observations
 MM0541.and adjusted by the National Geodetic Survey in June 2012.
 MM0541
 MM0541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0541.been affixed to the stable North American tectonic plate. See 
 MM0541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0541
 MM0541.The horizontal coordinates are valid at the epoch date displayed above
 MM0541.which is a decimal equivalence of Year/Month/Day.
 MM0541
 MM0541.The orthometric height was determined by differential leveling and
 MM0541.adjusted by the NATIONAL GEODETIC SURVEY
 MM0541.in June 1994.
 MM0541
 MM0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0541.GEOID18 height accuracy estimate available here.
 MM0541
 MM0541.Click photographs - Photos may exist for this station.
 MM0541
 MM0541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0541
 MM0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0541
 MM0541.The ellipsoidal height was determined by GPS observations
 MM0541.and is referenced to NAD 83.
 MM0541
 MM0541.The dynamic height is computed by dividing the NAVD 88
 MM0541.geopotential number by the normal gravity value computed on the
 MM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0541.degrees latitude (g = 980.6199 gals.).
 MM0541
 MM0541.The modeled gravity was interpolated from observed gravity values.
 MM0541
 MM0541. The following values were computed from the NAD 83(2011) position.
 MM0541
 MM0541;                    North         East     Units Scale Factor Converg.
 MM0541;SPC NE       -   171,085.147   426,187.788   MT  0.99966136   -0 35 05.6
 MM0541;SPC NE       -   561,301.85  1,398,251.10   sFT  0.99966136   -0 35 05.6
 MM0541;UTM  14      - 4,581,641.274   342,559.084   MT  0.99990506   -1 14 40.2
 MM0541
 MM0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0541!SPC NE       -   0.99985519  x   0.99966136  =   0.99951660
 MM0541!UTM  14      -   0.99985519  x   0.99990506  =   0.99976027
 MM0541
 MM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4255981641(NAD 83)
 MM0541
 MM0541                          SUPERSEDED SURVEY CONTROL
 MM0541
 MM0541  NAD 83(2007)-  41 22 15.22721(N)    100 52 57.30121(W) AD(2002.00) 0
 MM0541  ELLIP H (02/10/07)  923.373  (m)                       GP(2002.00)    
 MM0541  ELLIP H (09/24/01)  923.351  (m)                       GP(       ) 4 1
 MM0541  NAD 83(1995)-  41 22 15.22686(N)    100 52 57.30091(W) AD(       ) B
 MM0541  ELLIP H (06/25/96)  923.386  (m)                       GP(       ) 1 1
 MM0541  NAVD 88             945.31   (m)         3101.4    (f) LEVELING    3  
 MM0541  NGVD 29 (02/14/92)  944.940  (m)         3100.19   (f) ADJUSTED    1 2
 MM0541
 MM0541.Superseded values are not recommended for survey control.
 MM0541
 MM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0541.See file dsdata.pdf to determine how the superseded data were derived.
 MM0541
 MM0541_MARKER: F = FLANGE-ENCASED ROD
 MM0541_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0541_STAMPING: T 433 1991
 MM0541_MARK LOGO: NGS
 MM0541_PROJECTION: FLUSH
 MM0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0541+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 MM0541_ROD/PIPE-DEPTH: 13.2 meters
 MM0541_SLEEVE-DEPTH  : 7.9 meters
 MM0541
 MM0541  HISTORY     - Date     Condition        Report By
 MM0541  HISTORY     - 1991     MONUMENTED       NGS
 MM0541  HISTORY     - 19950519 GOOD             NGS
 MM0541  HISTORY     - 20150209 GOOD             JEOCON
 MM0541  HISTORY     - 20190812 GOOD             NEGS
 MM0541
 MM0541                          STATION DESCRIPTION
 MM0541
 MM0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0541'25.2 KM (15.65 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0541'COURTHOUSE IN TRYON, 20.6 M (67.6 FT) WEST OF AND LEVEL WITH THE
 MM0541'HIGHWAY CENTERLINE, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF A FIELD
 MM0541'ENTRANCE, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.
 MM0541'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0541
 MM0541                          STATION RECOVERY (1995)
 MM0541
 MM0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0541'THE MARK IS LOCATED ABOUT 21.0 MILES (33.8 KM) NORTH-NORTHWEST OF
 MM0541'NORTH PLATTE, 15.8 MILES (25.4 KM) SOUTH-SOUTHEAST OF TRYON, 1.55
 MM0541'MILES (2.49 KM) SOUTH OF THE MCPHERSON/LINCOLN COUNTY LINE, ON THE
 MM0541'WEST RIGHT-OF-WAY OF STATE HIGHWAY 97, AT AN ENTRANCE INTO A PASTURE
 MM0541'AND IN THE SW1/4, SEC9, T16N R31W.  TO REACH MARK FROM THE COURTHOUSE
 MM0541'IN TRYON, GO SOUTHEAST ON STATE HIGHWAYS 92 AND 97 FOR 4.4 MI (7.1 KM)
 MM0541'TO WHERE HIGHWAY 92 TURNS LEFT.  CONTINUE SOUTH ON HIGHWAY 97 FOR 9.85
 MM0541'MI (15.85 KM) TO THE LINCOLN COUNTY LINE.  CONTINUE SOUTH FOR 1.55 MI
 MM0541'(2.49 KM) TO THE MARK ON THE RIGHT, ABOUT 0.1 MI (0.2 KM) WEST OF A
 MM0541'WINDMILL AND AN OLD ABANDONED HOUSE.  THE MARK IS A SLEEVED STAINLESS
 MM0541'STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT IS FLUSH
 MM0541'WITH THE GROUND.  IT IS 67.5 FT (20.6 M) WEST OF THE CENTERLINE OF THE
 MM0541'HIGHWAY, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE, 1.5
 MM0541'FT (0.5 M) EAST OF A WITNESS POST AND THE WEST RIGHT-OF-WAY FENCE AND
 MM0541'IS ABOUT LEVEL WITH THE HIGHWAY.
 MM0541
 MM0541                          STATION RECOVERY (2015)
 MM0541
 MM0541'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0541'RECOVERED IN GOOD CONDITION.
 MM0541
 MM0541                          STATION RECOVERY (2019)
 MM0541
 MM0541'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 MM0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1428 ***********************************************************************
 LH1428  DESIGNATION -  T 434
 LH1428  PID         -  LH1428
 LH1428  STATE/COUNTY-  NE/DAWSON
 LH1428  COUNTRY     -  US
 LH1428  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1428
 LH1428                         *CURRENT SURVEY CONTROL
 LH1428  ______________________________________________________________________
 LH1428* NAD 83(1986) POSITION- 40 45 11.     (N) 099 38 10.     (W)   SCALED
 LH1428* NAVD 88 ORTHO HEIGHT -   716.365 (meters)     2350.27  (feet) ADJUSTED
 LH1428  ______________________________________________________________________
 LH1428  GEOID HEIGHT    -        -23.992 (meters)                     GEOID18
 LH1428  DYNAMIC HEIGHT  -        715.944 (meters)     2348.89  (feet) COMP
 LH1428  MODELED GRAVITY -    980,012.8   (mgal)                       NAVD 88
 LH1428
 LH1428  VERT ORDER      -  FIRST     CLASS II
 LH1428
 LH1428.The horizontal coordinates were scaled from a map and have
 LH1428.an estimated accuracy of +/- 6 seconds.
 LH1428
 LH1428.The orthometric height was determined by differential leveling and
 LH1428.adjusted by the NATIONAL GEODETIC SURVEY
 LH1428.in May 1993.
 LH1428
 LH1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1428.GEOID18 height accuracy estimate available here.
 LH1428
 LH1428.Click photographs - Photos may exist for this station.
 LH1428
 LH1428.The dynamic height is computed by dividing the NAVD 88
 LH1428.geopotential number by the normal gravity value computed on the
 LH1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1428.degrees latitude (g = 980.6199 gals.).
 LH1428
 LH1428.The modeled gravity was interpolated from observed gravity values.
 LH1428
 LH1428;                    North         East    Units  Estimated Accuracy
 LH1428;SPC NE       -   102,180.      530,720.      MT  (+/- 180 meters Scaled)
 LH1428
 LH1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML463115(NAD 83)
 LH1428
 LH1428                          SUPERSEDED SURVEY CONTROL
 LH1428
 LH1428  NGVD 29 (02/14/92)  716.100  (m)         2349.40   (f) ADJUSTED    1 2
 LH1428
 LH1428.Superseded values are not recommended for survey control.
 LH1428
 LH1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1428.See file dsdata.pdf to determine how the superseded data were derived.
 LH1428
 LH1428_MARKER: I = METAL ROD
 LH1428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1428_STAMPING: T 434 1991
 LH1428_MARK LOGO: NGS
 LH1428_PROJECTION: PROJECTING 4 CENTIMETERS
 LH1428_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1428+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1428_ROD/PIPE-DEPTH: 12.6 meters
 LH1428
 LH1428  HISTORY     - Date     Condition        Report By
 LH1428  HISTORY     - 1991     MONUMENTED       NGS
 LH1428
 LH1428                          STATION DESCRIPTION
 LH1428
 LH1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1428'9.1 KM (5.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1428'U.S. HIGHWAY 283 IN LEXINGTON, 28.3 M (92.8 FT) SOUTH OF AND LEVEL
 LH1428'WITH THE CENTERLINE OF THE HIGHWAY, 13.9 M (45.6 FT) NORTH OF THE
 LH1428'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 11.6 M (38.1 FT) WEST OF THE
 LH1428'CENTER OF A PAVED ROAD, 1.7 M (5.6 FT) SOUTHWEST OF A UTILITY POLE,
 LH1428'1.6 M (5.2 FT) NORTHWEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) EAST
 LH1428'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1428'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1455 ***********************************************************************
 LH1455  DESIGNATION -  T 435
 LH1455  PID         -  LH1455
 LH1455  STATE/COUNTY-  NE/BUFFALO
 LH1455  COUNTRY     -  US
 LH1455  USGS QUAD   -  GIBBON NORTH (2017)
 LH1455
 LH1455                         *CURRENT SURVEY CONTROL
 LH1455  ______________________________________________________________________
 LH1455* NAD 83(1986) POSITION- 40 45 25.     (N) 098 49 02.     (W)   SCALED
 LH1455* NAVD 88 ORTHO HEIGHT -   625.930 (meters)     2053.57  (feet) ADJUSTED
 LH1455  ______________________________________________________________________
 LH1455  GEOID HEIGHT    -        -24.631 (meters)                     GEOID18
 LH1455  DYNAMIC HEIGHT  -        625.583 (meters)     2052.43  (feet) COMP
 LH1455  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 LH1455
 LH1455  VERT ORDER      -  FIRST     CLASS II
 LH1455
 LH1455.The horizontal coordinates were scaled from a map and have
 LH1455.an estimated accuracy of +/- 6 seconds.
 LH1455
 LH1455.The orthometric height was determined by differential leveling and
 LH1455.adjusted by the NATIONAL GEODETIC SURVEY
 LH1455.in May 1993.
 LH1455
 LH1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1455.GEOID18 height accuracy estimate available here.
 LH1455
 LH1455.Click photographs - Photos may exist for this station.
 LH1455
 LH1455.The dynamic height is computed by dividing the NAVD 88
 LH1455.geopotential number by the normal gravity value computed on the
 LH1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1455.degrees latitude (g = 980.6199 gals.).
 LH1455
 LH1455.The modeled gravity was interpolated from observed gravity values.
 LH1455
 LH1455;                    North         East    Units  Estimated Accuracy
 LH1455;SPC NE       -   103,230.      599,850.      MT  (+/- 180 meters Scaled)
 LH1455
 LH1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL154117(NAD 83)
 LH1455
 LH1455                          SUPERSEDED SURVEY CONTROL
 LH1455
 LH1455  NGVD 29 (02/14/92)  625.672  (m)         2052.73   (f) ADJUSTED    1 2
 LH1455
 LH1455.Superseded values are not recommended for survey control.
 LH1455
 LH1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1455.See file dsdata.pdf to determine how the superseded data were derived.
 LH1455
 LH1455_MARKER: I = METAL ROD
 LH1455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1455_STAMPING: T 435 1991
 LH1455_MARK LOGO: NGS
 LH1455_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1455_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1455+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1455_ROD/PIPE-DEPTH: 18.0 meters
 LH1455
 LH1455  HISTORY     - Date     Condition        Report By
 LH1455  HISTORY     - 1991     MONUMENTED       NGS
 LH1455
 LH1455                          STATION DESCRIPTION
 LH1455
 LH1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1455'23.6 KM (14.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1455'OF STATE HIGHWAY 44 IN KEARNEY, THENCE 0.1 KM (0.05 MI) SOUTHERLY
 LH1455'ALONG A COUNTY ROAD, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF A ROAD,
 LH1455'9.8 M (32.2 FT) WEST OF AND LEVEL WITH THE ROAD, 6.1 M (20.0 FT)
 LH1455'NORTH OF A DOUBLE UTILITY POLE, AND 0.2 M (0.7 FT) EAST OF A WITNESS
 LH1455'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1496 ***********************************************************************
 LH1496  DESIGNATION -  T 436
 LH1496  PID         -  LH1496
 LH1496  STATE/COUNTY-  NE/CLAY
 LH1496  COUNTRY     -  US
 LH1496  USGS QUAD   -  INLAND (2017)
 LH1496
 LH1496                         *CURRENT SURVEY CONTROL
 LH1496  ______________________________________________________________________
 LH1496* NAD 83(1986) POSITION- 40 34 55.     (N) 098 12 11.     (W)   SCALED
 LH1496* NAVD 88 ORTHO HEIGHT -   561.658 (meters)     1842.71  (feet) ADJUSTED
 LH1496  ______________________________________________________________________
 LH1496  GEOID HEIGHT    -        -25.543 (meters)                     GEOID18
 LH1496  DYNAMIC HEIGHT  -        561.348 (meters)     1841.69  (feet) COMP
 LH1496  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 LH1496
 LH1496  VERT ORDER      -  FIRST     CLASS II
 LH1496
 LH1496.The horizontal coordinates were scaled from a map and have
 LH1496.an estimated accuracy of +/- 6 seconds.
 LH1496
 LH1496.The orthometric height was determined by differential leveling and
 LH1496.adjusted by the NATIONAL GEODETIC SURVEY
 LH1496.in May 1993.
 LH1496
 LH1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1496.GEOID18 height accuracy estimate available here.
 LH1496
 LH1496.Click photographs - Photos may exist for this station.
 LH1496
 LH1496.The dynamic height is computed by dividing the NAVD 88
 LH1496.geopotential number by the normal gravity value computed on the
 LH1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1496.degrees latitude (g = 980.6199 gals.).
 LH1496
 LH1496.The modeled gravity was interpolated from observed gravity values.
 LH1496
 LH1496;                    North         East    Units  Estimated Accuracy
 LH1496;SPC NE       -    84,700.      652,090.      MT  (+/- 180 meters Scaled)
 LH1496
 LH1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK674926(NAD 83)
 LH1496
 LH1496                          SUPERSEDED SURVEY CONTROL
 LH1496
 LH1496.No superseded survey control is available for this station.
 LH1496
 LH1496_MARKER: I = METAL ROD
 LH1496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1496_STAMPING: T 436 1991
 LH1496_MARK LOGO: NGS
 LH1496_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1496_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1496+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1496_ROD/PIPE-DEPTH: 9.2 meters
 LH1496
 LH1496  HISTORY     - Date     Condition        Report By
 LH1496  HISTORY     - 1991     MONUMENTED       NGS
 LH1496
 LH1496                          STATION DESCRIPTION
 LH1496
 LH1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1496'17.5 KM (10.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1496'OF U.S. HIGHWAY 281 IN HASTINGS, 45.2 M (148.3 FT) SOUTH OF THE
 LH1496'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTHWEST OF A SIGN (CONTROLLED
 LH1496'ACCESS), 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT)
 LH1496'NORTH OF A RIGHT-OF-WAY POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LH1496'HIGHWAY, AND ON THE EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH.
 LH1496'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1275 ***********************************************************************
 LG1275  DESIGNATION -  T 437
 LG1275  PID         -  LG1275
 LG1275  STATE/COUNTY-  NE/FILLMORE
 LG1275  COUNTRY     -  US
 LG1275  USGS QUAD   -  EXETER (2017)
 LG1275
 LG1275                         *CURRENT SURVEY CONTROL
 LG1275  ______________________________________________________________________
 LG1275* NAD 83(1986) POSITION- 40 38 43.1    (N) 097 26 55.2    (W)   HD_HELD2
 LG1275* NAVD 88 ORTHO HEIGHT -   492.620 (meters)     1616.20  (feet) ADJUSTED
 LG1275  ______________________________________________________________________
 LG1275  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 LG1275  DYNAMIC HEIGHT  -        492.349 (meters)     1615.32  (feet) COMP
 LG1275  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 LG1275
 LG1275  VERT ORDER      -  FIRST     CLASS II
 LG1275
 LG1275.The horizontal coordinates were established by autonomous hand held GPS
 LG1275.observations and have an estimated accuracy of +/- 10 meters.
 LG1275
 LG1275.The orthometric height was determined by differential leveling and
 LG1275.adjusted by the NATIONAL GEODETIC SURVEY
 LG1275.in May 1993.
 LG1275
 LG1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1275.GEOID18 height accuracy estimate available here.
 LG1275
 LG1275.Click photographs - Photos may exist for this station.
 LG1275
 LG1275.The dynamic height is computed by dividing the NAVD 88
 LG1275.geopotential number by the normal gravity value computed on the
 LG1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1275.degrees latitude (g = 980.6199 gals.).
 LG1275
 LG1275.The modeled gravity was interpolated from observed gravity values.
 LG1275
 LG1275;                    North         East    Units  Estimated Accuracy
 LG1275;SPC NE       -    93,336.      715,723.      MT  (+/- 10 meters HH2 GPS)
 LG1275
 LG1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3116800540(NAD 83)
 LG1275
 LG1275                          SUPERSEDED SURVEY CONTROL
 LG1275
 LG1275.No superseded survey control is available for this station.
 LG1275
 LG1275_MARKER: DV = VERTICAL CONTROL DISK
 LG1275_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1275_SP_SET: GRAIN ELEVATOR
 LG1275_STAMPING: T 437 1991
 LG1275_MARK LOGO: NGS
 LG1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1275+STABILITY: POSITION/ELEVATION WELL
 LG1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1275+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1275
 LG1275  HISTORY     - Date     Condition        Report By
 LG1275  HISTORY     - 1991     MONUMENTED       NGS
 LG1275
 LG1275                          STATION DESCRIPTION
 LG1275
 LG1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1275'IN EXETER, AT THE INTERSECTION OF SOUTH DEPOT STREET AND SOUTH
 LG1275'BURLINGTON AVENUE, SET VERTICALLY IN THE WEST FACE OF A CONCRETE
 LG1275'GRAIN ELEVATOR AT QUAD COUNTY COOPERATIVE, 11.4 M (37.4 FT) NORTH OF
 LG1275'THE CENTER OF THE STREET, 11.2 M (36.7 FT) EAST OF THE EXTENDED
 LG1275'CENTER OF THE AVENUE, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND
 LG1275'0.6 M (2.0 FT) SOUTH OF THE SOUTH EDGE OF THE WEST ENTRANCE TO THE
 LG1275'TRUCK DUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY QUAD COUNTY
 LG1275'COOPERATIVE, CONTACT--MIKE BRIGGS, MANAGER, BOX 75 EXETER, NE 68371,
 LG1275'TELEPHONE NUMBER (402) 266-5951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1318 ***********************************************************************
 LG1318  DESIGNATION -  T 438
 LG1318  PID         -  LG1318
 LG1318  STATE/COUNTY-  NE/LANCASTER
 LG1318  COUNTRY     -  US
 LG1318  USGS QUAD   -  LINCOLN (2017)
 LG1318
 LG1318                         *CURRENT SURVEY CONTROL
 LG1318  ______________________________________________________________________
 LG1318* NAD 83(1986) POSITION- 40 46 20.64   (N) 096 41 59.22   (W)   HD_HELD1
 LG1318* NAVD 88 ORTHO HEIGHT -   365.903 (meters)     1200.47  (feet) ADJUSTED
 LG1318  ______________________________________________________________________
 LG1318  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LG1318  DYNAMIC HEIGHT  -        365.743 (meters)     1199.94  (feet) COMP
 LG1318  MODELED GRAVITY -    980,177.3   (mgal)                       NAVD 88
 LG1318
 LG1318  VERT ORDER      -  FIRST     CLASS II
 LG1318
 LG1318.The horizontal coordinates were determined by differentially corrected
 LG1318.hand held GPS observations or other comparable positioning techniques
 LG1318.and have an estimated accuracy of +/- 3 meters.
 LG1318
 LG1318.The orthometric height was determined by differential leveling and
 LG1318.adjusted by the NATIONAL GEODETIC SURVEY
 LG1318.in May 1993.
 LG1318
 LG1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1318.GEOID18 height accuracy estimate available here.
 LG1318
 LG1318.Click photographs - Photos may exist for this station.
 LG1318
 LG1318.The dynamic height is computed by dividing the NAVD 88
 LG1318.geopotential number by the normal gravity value computed on the
 LG1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1318.degrees latitude (g = 980.6199 gals.).
 LG1318
 LG1318.The modeled gravity was interpolated from observed gravity values.
 LG1318
 LG1318;                    North         East    Units  Estimated Accuracy
 LG1318;SPC NE       -   109,578.2     778,477.2     MT  (+/- 3 meters HH1 GPS) 
 LG1318
 LG1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9412316037(NAD 83)
 LG1318
 LG1318                          SUPERSEDED SURVEY CONTROL
 LG1318
 LG1318.No superseded survey control is available for this station.
 LG1318
 LG1318_MARKER: DV = VERTICAL CONTROL DISK
 LG1318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1318_SP_SET: BUILDING
 LG1318_STAMPING: T 438 1991
 LG1318_MARK LOGO: NGS
 LG1318_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1318+STABILITY: POSITION/ELEVATION WELL
 LG1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1318+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1318
 LG1318  HISTORY     - Date     Condition        Report By
 LG1318  HISTORY     - 1991     MONUMENTED       NGS
 LG1318  HISTORY     - 19911022 GOOD             NGS
 LG1318  HISTORY     - 20040804 GOOD             USPSQD
 LG1318
 LG1318                          STATION DESCRIPTION
 LG1318
 LG1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1318'IN LINCOLN, SET VERTICALLY IN THE NORTHWEST FACE OF THE STATE
 LG1318'DEPARTMENT OF ROADS HEADQUARTERS AT 1500 NEBRASKA HIGHWAY 2, 120.0 M
 LG1318'(393.7 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 LG1318'HIGHWAY, 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE, AND 0.9 M (3.0 FT)
 LG1318'NORTHEAST OF THE WEST CORNER OF THE BUILDING.
 LG1318
 LG1318                          STATION RECOVERY (1991)
 LG1318
 LG1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1318'RECOVERED IN GOOD CONDITION.
 LG1318
 LG1318                          STATION RECOVERY (2004)
 LG1318
 LG1318'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1343 ***********************************************************************
 LG1343  DESIGNATION -  T 439
 LG1343  PID         -  LG1343
 LG1343  STATE/COUNTY-  NE/OTOE
 LG1343  COUNTRY     -  US
 LG1343  USGS QUAD   -  SYRACUSE (2017)
 LG1343
 LG1343                         *CURRENT SURVEY CONTROL
 LG1343  ______________________________________________________________________
 LG1343* NAD 83(1986) POSITION- 40 40 04.     (N) 096 12 30.     (W)   SCALED
 LG1343* NAVD 88 ORTHO HEIGHT -   334.965 (meters)     1098.96  (feet) ADJUSTED
 LG1343  ______________________________________________________________________
 LG1343  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 LG1343  DYNAMIC HEIGHT  -        334.801 (meters)     1098.43  (feet) COMP
 LG1343  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 LG1343
 LG1343  VERT ORDER      -  FIRST     CLASS II
 LG1343
 LG1343.The horizontal coordinates were scaled from a map and have
 LG1343.an estimated accuracy of +/- 6 seconds.
 LG1343
 LG1343.The orthometric height was determined by differential leveling and
 LG1343.adjusted by the NATIONAL GEODETIC SURVEY
 LG1343.in May 1993.
 LG1343
 LG1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1343.GEOID18 height accuracy estimate available here.
 LG1343
 LG1343.Click photographs - Photos may exist for this station.
 LG1343
 LG1343.The dynamic height is computed by dividing the NAVD 88
 LG1343.geopotential number by the normal gravity value computed on the
 LG1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1343.degrees latitude (g = 980.6199 gals.).
 LG1343
 LG1343.The modeled gravity was interpolated from observed gravity values.
 LG1343
 LG1343;                    North         East    Units  Estimated Accuracy
 LG1343;SPC NE       -    99,680.      820,430.      MT  (+/- 180 meters Scaled)
 LG1343
 LG1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL359056(NAD 83)
 LG1343
 LG1343                          SUPERSEDED SURVEY CONTROL
 LG1343
 LG1343.No superseded survey control is available for this station.
 LG1343
 LG1343_MARKER: I = METAL ROD
 LG1343_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1343_STAMPING: T 439 1991
 LG1343_MARK LOGO: NGS
 LG1343_PROJECTION: FLUSH
 LG1343_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1343+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1343_ROD/PIPE-DEPTH: 5.7 meters
 LG1343_SLEEVE-DEPTH  : 0.9 meters
 LG1343
 LG1343  HISTORY     - Date     Condition        Report By
 LG1343  HISTORY     - 1991     MONUMENTED       NGS
 LG1343
 LG1343                          STATION DESCRIPTION
 LG1343
 LG1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1343'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1343'STATE HIGHWAY 50 IN SYRACUSE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG
 LG1343'17TH STREET (OLD STATE HIGHWAY 2), 80.0 M (262.5 FT) WEST OF A FENCE
 LG1343'CORNER, 17.9 M (58.7 FT) SOUTH OF 2 UNDERGROUND CABLE JUNCTION BOXES,
 LG1343'9.9 M (32.5 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD,
 LG1343'AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LG1343'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1343'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1380 ***********************************************************************
 LG1380  DESIGNATION -  T 440
 LG1380  PID         -  LG1380
 LG1380  STATE/COUNTY-  NE/LANCASTER
 LG1380  COUNTRY     -  US
 LG1380  USGS QUAD   -  LINCOLN (2017)
 LG1380
 LG1380                         *CURRENT SURVEY CONTROL
 LG1380  ______________________________________________________________________
 LG1380* NAD 83(1986) POSITION- 40 51 23.6    (N) 096 37 59.6    (W)   HD_HELD2
 LG1380* NAVD 88 ORTHO HEIGHT -   351.737 (meters)     1153.99  (feet) ADJUSTED
 LG1380  ______________________________________________________________________
 LG1380  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 LG1380  DYNAMIC HEIGHT  -        351.586 (meters)     1153.50  (feet) COMP
 LG1380  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 LG1380
 LG1380  VERT ORDER      -  FIRST     CLASS II
 LG1380
 LG1380.The horizontal coordinates were established by autonomous hand held GPS
 LG1380.observations and have an estimated accuracy of +/- 10 meters.
 LG1380
 LG1380.The orthometric height was determined by differential leveling and
 LG1380.adjusted by the NATIONAL GEODETIC SURVEY
 LG1380.in May 1993.
 LG1380
 LG1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1380.GEOID18 height accuracy estimate available here.
 LG1380
 LG1380.Click photographs - Photos may exist for this station.
 LG1380
 LG1380.The dynamic height is computed by dividing the NAVD 88
 LG1380.geopotential number by the normal gravity value computed on the
 LG1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1380.degrees latitude (g = 980.6199 gals.).
 LG1380
 LG1380.The modeled gravity was interpolated from observed gravity values.
 LG1380
 LG1380;                    North         East    Units  Estimated Accuracy
 LG1380;SPC NE       -   119,131.      783,727.      MT  (+/- 10 meters HH2 GPS)
 LG1380
 LG1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9948825529(NAD 83)
 LG1380
 LG1380                          SUPERSEDED SURVEY CONTROL
 LG1380
 LG1380.No superseded survey control is available for this station.
 LG1380
 LG1380_MARKER: F = FLANGE-ENCASED ROD
 LG1380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1380_STAMPING: T 440 1992
 LG1380_MARK LOGO: NGS
 LG1380_PROJECTION: FLUSH
 LG1380_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1380+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2007
 LG1380_ROD/PIPE-DEPTH: 25.3 meters
 LG1380
 LG1380  HISTORY     - Date     Condition        Report By
 LG1380  HISTORY     - 1992     MONUMENTED       NGS
 LG1380  HISTORY     - 20040803 GOOD             USPSQD
 LG1380  HISTORY     - 20070110 GOOD             NEDR
 LG1380
 LG1380                          STATION DESCRIPTION
 LG1380
 LG1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1380'IN LINCOLN, AT THE INTERSECTION OF HAVELOCK AVENUE AND NORTH 64TH
 LG1380'STREET, NEAR THE NORTHEAST CORNER OF HAVELOCK PARK, 66.3 M
 LG1380'(217.5 FT) SOUTH OF THE AVENUE CENTERLINE, 13.0 M (42.7 FT) WEST OF
 LG1380'THE CENTER OF THE STREET, 4.2 M (13.8 FT) SOUTH OF THE CENTER OF AN
 LG1380'ALLEY, 3.9 M (12.8 FT) WEST-SOUTHWEST OF A UTILITY POLE, 0.4 M
 LG1380'(1.3 FT) SOUTH OF A WITNESS POST AND CHAIN-LINK FENCE, AND 0.3 M
 LG1380'(1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM
 LG1380'POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1380
 LG1380                          STATION RECOVERY (2004)
 LG1380
 LG1380'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1380'MARK FOUND GOOD. THE 1992 DESCRIPTION IS ACCURATE WITH THE FOLLOWING
 LG1380'EXCEPTIONS. NO WITNESS POST EXISTS. STATION IS 9 FEET NORTH OF A CHAIN
 LG1380'LINK FENCE, NOT 1.3 SOUTH OF A CHAIN LINK FENCE. MARK IS LEVEL WITH
 LG1380'THE GROUND, NOT 1.0 FOOT ABOVE THE LEVEL OF THE STREET. STAMPING IS ON
 LG1380'A 1/2 INCH WIDE RING AROUND THE 5-INCH DIAMETER LOGO CAP.
 LG1380
 LG1380                          STATION RECOVERY (2007)
 LG1380
 LG1380'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1380'LID ON THE LOGO CAP IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2455 ***********************************************************************
 AI2455  DESIGNATION -  T 441
 AI2455  PID         -  AI2455
 AI2455  STATE/COUNTY-  NE/PIERCE
 AI2455  COUNTRY     -  US
 AI2455  USGS QUAD   -  TILDEN NE (2017)
 AI2455
 AI2455                         *CURRENT SURVEY CONTROL
 AI2455  ______________________________________________________________________
 AI2455* NAD 83(1986) POSITION- 42 12 22.     (N) 097 46 35.     (W)   SCALED
 AI2455* NAVD 88 ORTHO HEIGHT -   520.020 (meters)     1706.10  (feet) ADJUSTED
 AI2455  ______________________________________________________________________
 AI2455  GEOID HEIGHT    -        -24.794 (meters)                     GEOID18
 AI2455  DYNAMIC HEIGHT  -        519.823 (meters)     1705.45  (feet) COMP
 AI2455  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 AI2455
 AI2455  VERT ORDER      -  SECOND    CLASS I
 AI2455
 AI2455.The horizontal coordinates were scaled from a map and have
 AI2455.an estimated accuracy of +/- 6 seconds.
 AI2455
 AI2455.The orthometric height was determined by differential leveling and
 AI2455.adjusted by the NATIONAL GEODETIC SURVEY
 AI2455.in July 2002.
 AI2455
 AI2455.No vertical observational check was made to the station.
 AI2455
 AI2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2455.GEOID18 height accuracy estimate available here.
 AI2455
 AI2455.Click photographs - Photos may exist for this station.
 AI2455
 AI2455.The dynamic height is computed by dividing the NAVD 88
 AI2455.geopotential number by the normal gravity value computed on the
 AI2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2455.degrees latitude (g = 980.6199 gals.).
 AI2455
 AI2455.The modeled gravity was interpolated from observed gravity values.
 AI2455
 AI2455;                    North         East    Units  Estimated Accuracy
 AI2455;SPC NE       -   265,810.      683,560.      MT  (+/- 180 meters Scaled)
 AI2455
 AI2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM010733(NAD 83)
 AI2455
 AI2455                          SUPERSEDED SURVEY CONTROL
 AI2455
 AI2455.No superseded survey control is available for this station.
 AI2455
 AI2455_MARKER: F = FLANGE-ENCASED ROD
 AI2455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2455_STAMPING: T 441 1999
 AI2455_MARK LOGO: NGS
 AI2455_PROJECTION: FLUSH
 AI2455_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2455+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2455_ROD/PIPE-DEPTH: 21.9 meters
 AI2455_SLEEVE-DEPTH  : 0.9 meters
 AI2455
 AI2455  HISTORY     - Date     Condition        Report By
 AI2455  HISTORY     - 1999     MONUMENTED       NGS
 AI2455  HISTORY     - 20120710 GOOD             JEOCON
 AI2455
 AI2455                          STATION DESCRIPTION
 AI2455
 AI2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2455'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2455'IN PIERCE, THENCE 19.9 KM (12.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2455'25.5 M (83.7 FT) NORTH OF THE ROAD CENTERLINE, 8.7 M (28.5 FT) EAST OF
 AI2455'THE CENTER OF 537 AVENUE, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 AI2455'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO
 AI2455'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI2455'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON
 AI2455'COUNTY ROAD RIGHT-OF-WAY.
 AI2455
 AI2455                          STATION RECOVERY (2012)
 AI2455
 AI2455'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0271 ***********************************************************************
 MN0271  DESIGNATION -  T 50
 MN0271  PID         -  MN0271
 MN0271  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0271  COUNTRY     -  US
 MN0271  USGS QUAD   -  MINATARE (2017)
 MN0271
 MN0271                         *CURRENT SURVEY CONTROL
 MN0271  ______________________________________________________________________
 MN0271* NAD 83(1986) POSITION- 41 49 51.     (N) 103 34 40.     (W)   SCALED
 MN0271* NAVD 88 ORTHO HEIGHT -  1172.543 (meters)     3846.92  (feet) ADJUSTED
 MN0271  ______________________________________________________________________
 MN0271  GEOID HEIGHT    -        -19.169 (meters)                     GEOID18
 MN0271  DYNAMIC HEIGHT  -       1171.780 (meters)     3844.41  (feet) COMP
 MN0271  MODELED GRAVITY -    979,931.6   (mgal)                       NAVD 88
 MN0271
 MN0271  VERT ORDER      -  SECOND    CLASS 0
 MN0271
 MN0271.The horizontal coordinates were scaled from a map and have
 MN0271.an estimated accuracy of +/- 6 seconds.
 MN0271
 MN0271.The orthometric height was determined by differential leveling and
 MN0271.adjusted by the NATIONAL GEODETIC SURVEY
 MN0271.in June 1991.
 MN0271
 MN0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0271.GEOID18 height accuracy estimate available here.
 MN0271
 MN0271.Click photographs - Photos may exist for this station.
 MN0271
 MN0271.The dynamic height is computed by dividing the NAVD 88
 MN0271.geopotential number by the normal gravity value computed on the
 MN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0271.degrees latitude (g = 980.6199 gals.).
 MN0271
 MN0271.The modeled gravity was interpolated from observed gravity values.
 MN0271
 MN0271;                    North         East    Units  Estimated Accuracy
 MN0271;SPC NE       -   227,920.      202,980.      MT  (+/- 180 meters Scaled)
 MN0271
 MN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG180319(NAD 83)
 MN0271
 MN0271                          SUPERSEDED SURVEY CONTROL
 MN0271
 MN0271  NGVD 29 (??/??/92) 1171.892  (m)         3844.78   (f) ADJ UNCH    2 0
 MN0271
 MN0271.Superseded values are not recommended for survey control.
 MN0271
 MN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0271.See file dsdata.pdf to determine how the superseded data were derived.
 MN0271
 MN0271_MARKER: DB = BENCH MARK DISK
 MN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0271_STAMPING: T 50 1934
 MN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0271+STABILITY: SURFACE MOTION
 MN0271
 MN0271  HISTORY     - Date     Condition        Report By
 MN0271  HISTORY     - 1934     MONUMENTED       CGS
 MN0271  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0271
 MN0271                          STATION DESCRIPTION
 MN0271
 MN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0271'4.2 MI NW FROM MINATARE.
 MN0271'ABOUT 4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0271'RAILROAD FROM THE STATION AT MINATARE, SCOTTS BLUFF COUNTY, ABOUT
 MN0271'185 FEET EAST OF MILEPOST 26, 61.4 FEET NORTHWEST OF THE CENTER OF
 MN0271'A ROAD CROSSING, 44.2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MN0271'27.2 FEET NORTHEAST OF THE CENTER LINE OF A CULVERT, AND 6.8
 MN0271'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MN0271'T 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0271
 MN0271                          STATION RECOVERY (1964)
 MN0271
 MN0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0119 ***********************************************************************
 MN0119  DESIGNATION -  T 51
 MN0119  PID         -  MN0119
 MN0119  STATE/COUNTY-  NE/MORRILL
 MN0119  COUNTRY     -  US
 MN0119  USGS QUAD   -  TAR VALLEY SW (2017)
 MN0119
 MN0119                         *CURRENT SURVEY CONTROL
 MN0119  ______________________________________________________________________
 MN0119* NAD 83(1986) POSITION- 41 32 36.     (N) 102 42 47.     (W)   SCALED
 MN0119* NAVD 88 ORTHO HEIGHT -  1079.671 (meters)     3542.22  (feet) ADJUSTED
 MN0119  ______________________________________________________________________
 MN0119  GEOID HEIGHT    -        -19.753 (meters)                     GEOID18
 MN0119  DYNAMIC HEIGHT  -       1078.994 (meters)     3540.00  (feet) COMP
 MN0119  MODELED GRAVITY -    979,959.9   (mgal)                       NAVD 88
 MN0119
 MN0119  VERT ORDER      -  SECOND    CLASS 0
 MN0119
 MN0119.The horizontal coordinates were scaled from a map and have
 MN0119.an estimated accuracy of +/- 6 seconds.
 MN0119
 MN0119.The orthometric height was determined by differential leveling and
 MN0119.adjusted by the NATIONAL GEODETIC SURVEY
 MN0119.in June 1991.
 MN0119
 MN0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0119.GEOID18 height accuracy estimate available here.
 MN0119
 MN0119.Click photographs - Photos may exist for this station.
 MN0119
 MN0119.The dynamic height is computed by dividing the NAVD 88
 MN0119.geopotential number by the normal gravity value computed on the
 MN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0119.degrees latitude (g = 980.6199 gals.).
 MN0119
 MN0119.The modeled gravity was interpolated from observed gravity values.
 MN0119
 MN0119;                    North         East    Units  Estimated Accuracy
 MN0119;SPC NE       -   193,400.      273,740.      MT  (+/- 180 meters Scaled)
 MN0119
 MN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG907016(NAD 83)
 MN0119
 MN0119                          SUPERSEDED SURVEY CONTROL
 MN0119
 MN0119  NGVD 29 (??/??/92) 1079.136  (m)         3540.47   (f) ADJ UNCH    2 0
 MN0119
 MN0119.Superseded values are not recommended for survey control.
 MN0119
 MN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0119.See file dsdata.pdf to determine how the superseded data were derived.
 MN0119
 MN0119_MARKER: DB = BENCH MARK DISK
 MN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0119_STAMPING: T 51 1934
 MN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0119+STABILITY: SURFACE MOTION
 MN0119
 MN0119  HISTORY     - Date     Condition        Report By
 MN0119  HISTORY     - 1934     MONUMENTED       CGS
 MN0119  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0119
 MN0119                          STATION DESCRIPTION
 MN0119
 MN0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0119'5.8 MI E FROM LISCO.
 MN0119'IN MORRILL COUNTY, ABOUT 5.8 MILES WEST ALONG THE UNION PACIFIC
 MN0119'RAILROAD FROM THE STATION AT LISCO, GARDEN COUNTY, ABOUT 0.2
 MN0119'MILE NORTHWEST OF MILEPOST 92, 140 FEET SOUTH OF THE SOUTH
 MN0119'CORNER OF WOODEN TRESTLE 91.41, 96 FEET SOUTHWEST OF THE
 MN0119'SOUTHWEST RAIL OF THE MAIN TRACK, AND 2 FEET EAST OF THE RAILROAD
 MN0119'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 51 1934 AND
 MN0119'SET IN THE TOP OF A CONCRETE POST.
 MN0119
 MN0119                          STATION RECOVERY (1971)
 MN0119
 MN0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0197 ***********************************************************************
 MN0197  DESIGNATION -  T 55
 MN0197  PID         -  MN0197
 MN0197  STATE/COUNTY-  NE/MORRILL
 MN0197  COUNTRY     -  US
 MN0197  USGS QUAD   -  ROUNDHOUSE ROCK (2017)
 MN0197
 MN0197                         *CURRENT SURVEY CONTROL
 MN0197  ______________________________________________________________________
 MN0197* NAD 83(1986) POSITION- 41 34 59.     (N) 103 08 10.     (W)   SCALED
 MN0197* NAVD 88 ORTHO HEIGHT -  1145.474 (meters)     3758.11  (feet) ADJUSTED
 MN0197  ______________________________________________________________________
 MN0197  GEOID HEIGHT    -        -19.564 (meters)                     GEOID18
 MN0197  DYNAMIC HEIGHT  -       1144.737 (meters)     3755.69  (feet) COMP
 MN0197  MODELED GRAVITY -    979,940.5   (mgal)                       NAVD 88
 MN0197
 MN0197  VERT ORDER      -  SECOND    CLASS 0
 MN0197
 MN0197.The horizontal coordinates were scaled from a map and have
 MN0197.an estimated accuracy of +/- 6 seconds.
 MN0197
 MN0197.The orthometric height was determined by differential leveling and
 MN0197.adjusted by the NATIONAL GEODETIC SURVEY
 MN0197.in June 1991.
 MN0197
 MN0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0197.GEOID18 height accuracy estimate available here.
 MN0197
 MN0197.Click photographs - Photos may exist for this station.
 MN0197
 MN0197.The dynamic height is computed by dividing the NAVD 88
 MN0197.geopotential number by the normal gravity value computed on the
 MN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0197.degrees latitude (g = 980.6199 gals.).
 MN0197
 MN0197.The modeled gravity was interpolated from observed gravity values.
 MN0197
 MN0197;                    North         East    Units  Estimated Accuracy
 MN0197;SPC NE       -   199,000.      238,630.      MT  (+/- 180 meters Scaled)
 MN0197
 MN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG553051(NAD 83)
 MN0197
 MN0197                          SUPERSEDED SURVEY CONTROL
 MN0197
 MN0197  NGVD 29 (??/??/92) 1144.908  (m)         3756.25   (f) ADJ UNCH    2 0
 MN0197
 MN0197.Superseded values are not recommended for survey control.
 MN0197
 MN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0197.See file dsdata.pdf to determine how the superseded data were derived.
 MN0197
 MN0197_MARKER: DB = BENCH MARK DISK
 MN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0197_STAMPING: T 55 1934
 MN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0197+STABILITY: SURFACE MOTION
 MN0197
 MN0197  HISTORY     - Date     Condition        Report By
 MN0197  HISTORY     - 1934     MONUMENTED       CGS
 MN0197  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0197
 MN0197                          STATION DESCRIPTION
 MN0197
 MN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0197'7.1 MI E FROM REDINGTON.
 MN0197'ABOUT 7.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0197'AT REDINGTON, MORRILL COUNTY, ABOUT 1,000 FEET SOUTHWEST OF A
 MN0197'WATER DAM, AT THE WEST END OF AN S-CURVE, 56 FEET NORTH OF THE
 MN0197'CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE RIGHT-OF-WAY
 MN0197'FENCE, AND 3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 MN0197'T 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0197
 MN0197                          STATION RECOVERY (1964)
 MN0197
 MN0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0462 ***********************************************************************
 NP0462  DESIGNATION -  T 57
 NP0462  PID         -  NP0462
 NP0462  STATE/COUNTY-  NE/SIOUX
 NP0462  COUNTRY     -  US
 NP0462  USGS QUAD   -  HARRISON WEST (2017)
 NP0462
 NP0462                         *CURRENT SURVEY CONTROL
 NP0462  ______________________________________________________________________
 NP0462* NAD 83(1986) POSITION- 42 41 20.3    (N) 103 52 59.9    (W)   HD_HELD2
 NP0462* NAVD 88 ORTHO HEIGHT -  1486.154 (meters)     4875.82  (feet) ADJUSTED
 NP0462  ______________________________________________________________________
 NP0462  GEOID HEIGHT    -        -16.145 (meters)                     GEOID18
 NP0462  DYNAMIC HEIGHT  -       1485.278 (meters)     4872.95  (feet) COMP
 NP0462  MODELED GRAVITY -    979,978.6   (mgal)                       NAVD 88
 NP0462
 NP0462  VERT ORDER      -  FIRST     CLASS II
 NP0462
 NP0462.The horizontal coordinates were established by autonomous hand held GPS
 NP0462.observations and have an estimated accuracy of +/- 10 meters.
 NP0462
 NP0462.The orthometric height was determined by differential leveling and
 NP0462.adjusted by the NATIONAL GEODETIC SURVEY
 NP0462.in June 1991.
 NP0462
 NP0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0462.GEOID18 height accuracy estimate available here.
 NP0462
 NP0462.Click photographs - Photos may exist for this station.
 NP0462
 NP0462.The dynamic height is computed by dividing the NAVD 88
 NP0462.geopotential number by the normal gravity value computed on the
 NP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0462.degrees latitude (g = 980.6199 gals.).
 NP0462
 NP0462.The modeled gravity was interpolated from observed gravity values.
 NP0462
 NP0462;                    North         East    Units  Estimated Accuracy
 NP0462;SPC NE       -   324,216.      181,907.      MT  (+/- 10 meters HH2 GPS)
 NP0462
 NP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9147826881(NAD 83)
 NP0462
 NP0462                          SUPERSEDED SURVEY CONTROL
 NP0462
 NP0462  NGVD 29 (??/??/92) 1485.468  (m)         4873.57   (f) ADJ UNCH    1 2
 NP0462
 NP0462.Superseded values are not recommended for survey control.
 NP0462
 NP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0462.See file dsdata.pdf to determine how the superseded data were derived.
 NP0462
 NP0462_MARKER: DB = BENCH MARK DISK
 NP0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0462_STAMPING: T 57 1934
 NP0462_MARK LOGO: CGS
 NP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0462+STABILITY: SURFACE MOTION
 NP0462
 NP0462  HISTORY     - Date     Condition        Report By
 NP0462  HISTORY     - 1934     MONUMENTED       CGS
 NP0462  HISTORY     - 1956     GOOD             CGS
 NP0462  HISTORY     - 20101022 GOOD             GEOCAC
 NP0462
 NP0462                          STATION DESCRIPTION
 NP0462
 NP0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0462'AT HARRISON.
 NP0462'AT HARRISON, 15.6 FEET NORTH OF THE CENTER OF THE EAST MAIN
 NP0462'ENTRANCE TO THE COURTHOUSE, 34.4 FEET WEST OF THE WEST CURB OF
 NP0462'STATE HIGHWAY 29, 0.25 MILE NORTH OF THE CHICAGO AND NORTH
 NP0462'WESTERN RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0462'PROJECTS 0.1 FOOT ABOVE THE GROUND, IN SECTION 3, TOWNSHIP 31
 NP0462'NORTH, RANGE 56 WEST.
 NP0462
 NP0462                          STATION RECOVERY (2010)
 NP0462
 NP0462'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 NP0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0421 ***********************************************************************
 NP0421  DESIGNATION -  T 58
 NP0421  PID         -  NP0421
 NP0421  STATE/COUNTY-  NE/SIOUX
 NP0421  COUNTRY     -  US
 NP0421  USGS QUAD   -  CHALK BUTTES NE (2017)
 NP0421
 NP0421                         *CURRENT SURVEY CONTROL
 NP0421  ______________________________________________________________________
 NP0421* NAD 83(1986) POSITION- 42 07 59.     (N) 103 48 49.     (W)   SCALED
 NP0421* NAVD 88 ORTHO HEIGHT -  1426.395 (meters)     4679.76  (feet) POSTED
 NP0421  ______________________________________________________________________
 NP0421  GEOID HEIGHT    -        -18.069 (meters)                     GEOID18
 NP0421  DYNAMIC HEIGHT  -       1425.47  (meters)     4676.7   (feet) COMP
 NP0421  MODELED GRAVITY -    979,920.7   (mgal)                       NAVD 88
 NP0421
 NP0421  VERT ORDER      -  * POSTED, SEE BELOW
 NP0421
 NP0421.The horizontal coordinates were scaled from a map and have
 NP0421.an estimated accuracy of +/- 6 seconds.
 NP0421
 NP0421.The orthometric height was determined by differential leveling
 NP0421.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0421
 NP0421.* This is a POSTED BENCH MARK height.
 NP0421
 NP0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0421.GEOID18 height accuracy estimate available here.
 NP0421
 NP0421.Click photographs - Photos may exist for this station.
 NP0421
 NP0421.The dynamic height is computed by dividing the NAVD 88
 NP0421.geopotential number by the normal gravity value computed on the
 NP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0421.degrees latitude (g = 980.6199 gals.).
 NP0421
 NP0421.The modeled gravity was interpolated from observed gravity values.
 NP0421
 NP0421;                    North         East    Units  Estimated Accuracy
 NP0421;SPC NE       -   262,280.      184,890.      MT  (+/- 180 meters Scaled)
 NP0421
 NP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG980652(NAD 83)
 NP0421
 NP0421                          SUPERSEDED SURVEY CONTROL
 NP0421
 NP0421  NGVD 29 (??/??/92) 1425.658  (m)         4677.35   (f) ADJ UNCH    2 0
 NP0421
 NP0421.Superseded values are not recommended for survey control.
 NP0421
 NP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0421.See file dsdata.pdf to determine how the superseded data were derived.
 NP0421
 NP0421_MARKER: DB = BENCH MARK DISK
 NP0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0421_STAMPING: T 58 1934
 NP0421_MARK LOGO: CGS
 NP0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0421+STABILITY: SURFACE MOTION
 NP0421
 NP0421  HISTORY     - Date     Condition        Report By
 NP0421  HISTORY     - 1934     MONUMENTED       CGS
 NP0421  HISTORY     - 1939     GOOD             CGS
 NP0421  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0421
 NP0421                          STATION DESCRIPTION
 NP0421
 NP0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0421'12.8 MI N FROM MITCHELL.
 NP0421'IN SIOUX COUNTY, 12.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0421'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 0.2 MILE SOUTH
 NP0421'OF THE CREST OF A LONG HILL, ON A SMALL KNOLL, AND 49.0 FEET
 NP0421'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NP0421'T 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0421
 NP0421                          STATION RECOVERY (1939)
 NP0421
 NP0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 NP0421'RECOVERED IN GOOD CONDITION.
 NP0421
 NP0421                          STATION RECOVERY (1981)
 NP0421
 NP0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0737 ***********************************************************************
 ML0737  DESIGNATION -  T 59
 ML0737  PID         -  ML0737
 ML0737  STATE/COUNTY-  NE/CUSTER
 ML0737  COUNTRY     -  US
 ML0737  USGS QUAD   -  MERNA (2017)
 ML0737
 ML0737                         *CURRENT SURVEY CONTROL
 ML0737  ______________________________________________________________________
 ML0737* NAD 83(1986) POSITION- 41 29 05.     (N) 099 45 30.     (W)   SCALED
 ML0737* NAVD 88 ORTHO HEIGHT -   813.779 (meters)     2669.87  (feet) ADJUSTED
 ML0737  ______________________________________________________________________
 ML0737  GEOID HEIGHT    -        -22.531 (meters)                     GEOID18
 ML0737  DYNAMIC HEIGHT  -        813.355 (meters)     2668.48  (feet) COMP
 ML0737  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 ML0737
 ML0737  VERT ORDER      -  SECOND    CLASS 0
 ML0737
 ML0737.The horizontal coordinates were scaled from a map and have
 ML0737.an estimated accuracy of +/- 6 seconds.
 ML0737
 ML0737.The orthometric height was determined by differential leveling and
 ML0737.adjusted by the NATIONAL GEODETIC SURVEY
 ML0737.in June 1991.
 ML0737
 ML0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0737.GEOID18 height accuracy estimate available here.
 ML0737
 ML0737.Click photographs - Photos may exist for this station.
 ML0737
 ML0737.The dynamic height is computed by dividing the NAVD 88
 ML0737.geopotential number by the normal gravity value computed on the
 ML0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0737.degrees latitude (g = 980.6199 gals.).
 ML0737
 ML0737.The modeled gravity was interpolated from observed gravity values.
 ML0737
 ML0737;                    North         East    Units  Estimated Accuracy
 ML0737;SPC NE       -   183,370.      520,180.      MT  (+/- 180 meters Scaled)
 ML0737
 ML0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML366928(NAD 83)
 ML0737
 ML0737                          SUPERSEDED SURVEY CONTROL
 ML0737
 ML0737  NGVD 29 (??/??/92)  813.494  (m)         2668.94   (f) ADJ UNCH    2 0
 ML0737
 ML0737.Superseded values are not recommended for survey control.
 ML0737
 ML0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0737.See file dsdata.pdf to determine how the superseded data were derived.
 ML0737
 ML0737_MARKER: DB = BENCH MARK DISK
 ML0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0737_STAMPING: T 59 1934
 ML0737_MARK LOGO: CGS
 ML0737_PROJECTION: FLUSH
 ML0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0737+STABILITY: SURFACE MOTION
 ML0737
 ML0737  HISTORY     - Date     Condition        Report By
 ML0737  HISTORY     - 1934     MONUMENTED       CGS
 ML0737  HISTORY     - 1945     MARK NOT FOUND   CGS
 ML0737  HISTORY     - 20180611 MARK NOT FOUND   NEGS
 ML0737
 ML0737                          STATION DESCRIPTION
 ML0737
 ML0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ML0737'AT MERNA.
 ML0737'AT MERNA, CUSTER COUNTY 135 FEET NORTH OF THE NORTHEAST CORNER OF
 ML0737'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 126 FEET
 ML0737'EAST OF THE EAST SIDE OF A GRAIN ELEVATOR, 57 FEET NORTHEAST OF
 ML0737'THE NORTHEAST RAIL OF THE MAIN TRACK, 6 FEET SOUTHEAST OF A
 ML0737'POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 ML0737'T 59 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 ML0737'WITH THE GROUND.
 ML0737
 ML0737                          STATION RECOVERY (2018)
 ML0737
 ML0737'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0737'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0012 ***********************************************************************
 LJ0012  DESIGNATION -  T 6
 LJ0012  PID         -  LJ0012
 LJ0012  STATE/COUNTY-  NE/LINCOLN
 LJ0012  COUNTRY     -  US
 LJ0012  USGS QUAD   -  JEFFREY RESERVOIR NE (2017)
 LJ0012
 LJ0012                         *CURRENT SURVEY CONTROL
 LJ0012  ______________________________________________________________________
 LJ0012* NAD 83(1986) POSITION- 40 58 23.     (N) 100 16 19.     (W)   SCALED
 LJ0012* NAVD 88 ORTHO HEIGHT -   797.307 (meters)     2615.83  (feet) ADJUSTED
 LJ0012  ______________________________________________________________________
 LJ0012  GEOID HEIGHT    -        -22.954 (meters)                     GEOID18
 LJ0012  DYNAMIC HEIGHT  -        796.835 (meters)     2614.28  (feet) COMP
 LJ0012  MODELED GRAVITY -    980,006.2   (mgal)                       NAVD 88
 LJ0012
 LJ0012  VERT ORDER      -  FIRST     CLASS II
 LJ0012
 LJ0012.The horizontal coordinates were scaled from a map and have
 LJ0012.an estimated accuracy of +/- 6 seconds.
 LJ0012
 LJ0012.The orthometric height was determined by differential leveling and
 LJ0012.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0012.in June 1991.
 LJ0012
 LJ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0012.GEOID18 height accuracy estimate available here.
 LJ0012
 LJ0012.Click photographs - Photos may exist for this station.
 LJ0012
 LJ0012.The dynamic height is computed by dividing the NAVD 88
 LJ0012.geopotential number by the normal gravity value computed on the
 LJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0012.degrees latitude (g = 980.6199 gals.).
 LJ0012
 LJ0012.The modeled gravity was interpolated from observed gravity values.
 LJ0012
 LJ0012;                    North         East    Units  Estimated Accuracy
 LJ0012;SPC NE       -   126,580.      477,120.      MT  (+/- 180 meters Scaled)
 LJ0012
 LJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL929365(NAD 83)
 LJ0012
 LJ0012                          SUPERSEDED SURVEY CONTROL
 LJ0012
 LJ0012  NGVD 29 (02/14/92)  796.989  (m)         2614.79   (f) ADJUSTED    1 2
 LJ0012  NGVD 29 (??/??/87)  797.045  (m)         2614.97   (f) SUPERSEDED  1 2
 LJ0012
 LJ0012.Superseded values are not recommended for survey control.
 LJ0012
 LJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0012.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0012
 LJ0012_MARKER: DB = BENCH MARK DISK
 LJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0012_STAMPING: T 6 1933 2614.972
 LJ0012_MARK LOGO: CGS
 LJ0012_PROJECTION: RECESSED 82 CENTIMETERS
 LJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0012+STABILITY: SURFACE MOTION
 LJ0012
 LJ0012  HISTORY     - Date     Condition        Report By
 LJ0012  HISTORY     - 1933     MONUMENTED       CGS
 LJ0012  HISTORY     - 1943     MARK NOT FOUND   UPRR
 LJ0012  HISTORY     - 1976     MARK NOT FOUND   NEDR
 LJ0012  HISTORY     - 1986     GOOD             NGS
 LJ0012  HISTORY     - 20100901 MARK NOT FOUND   NEGS
 LJ0012
 LJ0012                          STATION DESCRIPTION
 LJ0012
 LJ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0012'6.4 MI NW FROM GOTHENBURG.
 LJ0012'IN LINCOLN COUNTY, ABOUT 6.4 MILES NORTHWEST ALONG THE UNION
 LJ0012'PACIFIC RAILROAD FROM GOTHENBURG, DAWSON COUNTY, ABOUT 16-1/2
 LJ0012'POLES NORTHWEST OF MILEPOST 255, ABOUT 300 FEET WEST OF AN
 LJ0012'IRRIGATION CANAL, AT A ROAD CROSSING, 24 FEET EAST OF THE CENTER
 LJ0012'LINE OF THE ROAD, 33.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 LJ0012'MAIN TRACK, AND 2.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 LJ0012'A STANDARD DISK, STAMPED 2614.972 T 6 1933 AND SET IN THE TOP
 LJ0012'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 LJ0012
 LJ0012                          STATION RECOVERY (1943)
 LJ0012
 LJ0012'RECOVERY NOTE BY UNION PACIFIC RAILROAD 1943
 LJ0012'MARK NOT FOUND.
 LJ0012
 LJ0012                          STATION RECOVERY (1976)
 LJ0012
 LJ0012'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976
 LJ0012'MARK NOT FOUND.
 LJ0012
 LJ0012                          STATION RECOVERY (1986)
 LJ0012
 LJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.65 KM (6.65
 LJ0012'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0012'47 AT GOTHENBURG, IN THE SOUTH CORNER OF A GRAVEL ROAD CROSSING THE
 LJ0012'UNION PACIFIC RAILROAD, 0.27 KM (0.17 MI) NORTHWEST OF MILEPOST 207,
 LJ0012'54.8 METERS (180 FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY
 LJ0012'CENTERLINE, 82.7 METERS (271.5 FT) NORTHWEST OF THE WEST CORNER OF A
 LJ0012'RAILROAD BRIDGE OVER THE GOTHENBURG CANAL, 19.2 METERS (63 FT)
 LJ0012'SOUTHEAST ACROSS THE ROAD FROM SEMIPHORE 255.4, 10.2 METERS (33.5 FT)
 LJ0012'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS AND 7.1 METERS
 LJ0012'(23.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD.
 LJ0012'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LJ0012'THE MARK IS 1.5 M BELOW THE TRACKS.
 LJ0012
 LJ0012                          STATION RECOVERY (2010)
 LJ0012
 LJ0012'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LJ0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0772 ***********************************************************************
 ML0772  DESIGNATION -  T 60
 ML0772  PID         -  ML0772
 ML0772  STATE/COUNTY-  NE/CUSTER
 ML0772  COUNTRY     -  US
 ML0772  USGS QUAD   -  EDDYVILLE NW (2017)
 ML0772
 ML0772                         *CURRENT SURVEY CONTROL
 ML0772  ______________________________________________________________________
 ML0772* NAD 83(1986) POSITION- 41 13 54.     (N) 099 40 51.     (W)   SCALED
 ML0772* NAVD 88 ORTHO HEIGHT -   741.615 (meters)     2433.12  (feet) ADJUSTED
 ML0772  ______________________________________________________________________
 ML0772  GEOID HEIGHT    -        -22.909 (meters)                     GEOID18
 ML0772  DYNAMIC HEIGHT  -        741.222 (meters)     2431.83  (feet) COMP
 ML0772  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 ML0772
 ML0772  VERT ORDER      -  SECOND    CLASS 0
 ML0772
 ML0772.The horizontal coordinates were scaled from a map and have
 ML0772.an estimated accuracy of +/- 6 seconds.
 ML0772
 ML0772.The orthometric height was determined by differential leveling and
 ML0772.adjusted by the NATIONAL GEODETIC SURVEY
 ML0772.in June 1991.
 ML0772
 ML0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0772.GEOID18 height accuracy estimate available here.
 ML0772
 ML0772.Click photographs - Photos may exist for this station.
 ML0772
 ML0772.The dynamic height is computed by dividing the NAVD 88
 ML0772.geopotential number by the normal gravity value computed on the
 ML0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0772.degrees latitude (g = 980.6199 gals.).
 ML0772
 ML0772.The modeled gravity was interpolated from observed gravity values.
 ML0772
 ML0772;                    North         East    Units  Estimated Accuracy
 ML0772;SPC NE       -   155,300.      526,750.      MT  (+/- 180 meters Scaled)
 ML0772
 ML0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML429646(NAD 83)
 ML0772
 ML0772                          SUPERSEDED SURVEY CONTROL
 ML0772
 ML0772  NGVD 29 (??/??/92)  741.370  (m)         2432.31   (f) ADJ UNCH    2 0
 ML0772
 ML0772.Superseded values are not recommended for survey control.
 ML0772
 ML0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0772.See file dsdata.pdf to determine how the superseded data were derived.
 ML0772
 ML0772_MARKER: DB = BENCH MARK DISK
 ML0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0772_STAMPING: T 60 1934
 ML0772_MARK LOGO: CGS
 ML0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0772+STABILITY: SURFACE MOTION
 ML0772
 ML0772  HISTORY     - Date     Condition        Report By
 ML0772  HISTORY     - 1934     MONUMENTED       CGS
 ML0772  HISTORY     - 1938     GOOD             CGS
 ML0772
 ML0772                          STATION DESCRIPTION
 ML0772
 ML0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0772'8.5 MI NE FROM OCONTO.
 ML0772'8.5 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0772'AT OCONTO, AT A HOLLOW BETWEEN HILLS, 240 FEET SOUTHWEST OF THE
 ML0772'SOUTHWEST CORNER OF A WOODEN BRIDGE, 200 FEET NORTH OF A ROAD
 ML0772'LEADING TO A FIELD, 72 FEET WEST OF THE CENTERLINE OF THE
 ML0772'HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ML0772'DISK, STAMPED T 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0106 ***********************************************************************
 NP0106  DESIGNATION -  T 61
 NP0106  PID         -  NP0106
 NP0106  STATE/COUNTY-  NE/SHERIDAN
 NP0106  COUNTRY     -  US
 NP0106  USGS QUAD   -  ELLSWORTH (2017)
 NP0106
 NP0106                         *CURRENT SURVEY CONTROL
 NP0106  ______________________________________________________________________
 NP0106* NAD 83(1986) POSITION- 42 03 33.11   (N) 102 16 57.44   (W)   HD_HELD1
 NP0106* NAVD 88 ORTHO HEIGHT -  1192.908 (meters)     3913.73  (feet) ADJUSTED
 NP0106  ______________________________________________________________________
 NP0106  GEOID HEIGHT    -        -18.999 (meters)                     GEOID18
 NP0106  DYNAMIC HEIGHT  -       1192.211 (meters)     3911.45  (feet) COMP
 NP0106  MODELED GRAVITY -    979,996.8   (mgal)                       NAVD 88
 NP0106
 NP0106  VERT ORDER      -  SECOND    CLASS 0
 NP0106
 NP0106.The horizontal coordinates were determined by differentially corrected
 NP0106.hand held GPS observations or other comparable positioning techniques
 NP0106.and have an estimated accuracy of +/- 3 meters.
 NP0106
 NP0106.The orthometric height was determined by differential leveling and
 NP0106.adjusted by the NATIONAL GEODETIC SURVEY
 NP0106.in June 1991.
 NP0106
 NP0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0106.GEOID18 height accuracy estimate available here.
 NP0106
 NP0106.Click photographs - Photos may exist for this station.
 NP0106
 NP0106.The dynamic height is computed by dividing the NAVD 88
 NP0106.geopotential number by the normal gravity value computed on the
 NP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0106.degrees latitude (g = 980.6199 gals.).
 NP0106
 NP0106.The modeled gravity was interpolated from observed gravity values.
 NP0106
 NP0106;                    North         East    Units  Estimated Accuracy
 NP0106;SPC NE       -   249,624.6     311,136.0     MT  (+/- 3 meters HH1 GPS) 
 NP0106
 NP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2484659922(NAD 83)
 NP0106
 NP0106                          SUPERSEDED SURVEY CONTROL
 NP0106
 NP0106  NGVD 29 (??/??/92) 1192.342  (m)         3911.88   (f) ADJ UNCH    2 0
 NP0106
 NP0106.Superseded values are not recommended for survey control.
 NP0106
 NP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0106.See file dsdata.pdf to determine how the superseded data were derived.
 NP0106
 NP0106_MARKER: DB = BENCH MARK DISK
 NP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0106_STAMPING: T 61 1934
 NP0106_MARK LOGO: CGS
 NP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0106+STABILITY: SURFACE MOTION
 NP0106
 NP0106  HISTORY     - Date     Condition        Report By
 NP0106  HISTORY     - 1934     MONUMENTED       CGS
 NP0106  HISTORY     - 1940     GOOD             CGS
 NP0106  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0106
 NP0106                          STATION DESCRIPTION
 NP0106
 NP0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0106'AT ELLSWORTH.
 NP0106'AT ELLSWORTH, SHERIDAN COUNTY, ON THE CHICAGO, BURLINGTON AND
 NP0106'QUINCY RAILROAD, 0.5 MILE WEST OF MILEPOST, 334 EAST OF A SECTION
 NP0106'HOUSE, 45.8 FEET SOUTH OF THE SOUTH RAIL, 16.5 FEET NORTHWEST
 NP0106'OF THE CENTER OF A WATER TOWER, 8.0 FEET NORTH OF THE NORTHWEST
 NP0106'LEG OF THE TOWER, 13.7 FEET SOUTHEAST OF A CORNER FENCE POST,
 NP0106'10.3 FEET EAST OF A FENCE AROUND A HOUSE, AND 2.0 FEET EAST
 NP0106'OF A 4- BY 4-INCH WHITE POST PROJECTING 1.8 FEET ABOVE GROUND.
 NP0106'A STANDARD DISK, STAMPED T 61 1934 AND SET IN THE TOP OF A
 NP0106'CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
 NP0106
 NP0106                          STATION RECOVERY (2007)
 NP0106
 NP0106'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0257 ***********************************************************************
 NO0257  DESIGNATION -  T 62
 NO0257  PID         -  NO0257
 NO0257  STATE/COUNTY-  NE/HOOKER
 NO0257  COUNTRY     -  US
 NO0257  USGS QUAD   -  HIRE SE (2017)
 NO0257
 NO0257                         *CURRENT SURVEY CONTROL
 NO0257  ______________________________________________________________________
 NO0257* NAD 83(1986) POSITION- 42 02 05.     (N) 101 16 38.     (W)   SCALED
 NO0257* NAVD 88 ORTHO HEIGHT -  1034.034 (meters)     3392.49  (feet) ADJUSTED
 NO0257  ______________________________________________________________________
 NO0257  GEOID HEIGHT    -        -20.181 (meters)                     GEOID18
 NO0257  DYNAMIC HEIGHT  -       1033.480 (meters)     3390.68  (feet) COMP
 NO0257  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 NO0257
 NO0257  VERT ORDER      -  SECOND    CLASS 0
 NO0257
 NO0257.The horizontal coordinates were scaled from a map and have
 NO0257.an estimated accuracy of +/- 6 seconds.
 NO0257
 NO0257.The orthometric height was determined by differential leveling and
 NO0257.adjusted by the NATIONAL GEODETIC SURVEY
 NO0257.in June 1991.
 NO0257
 NO0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0257.GEOID18 height accuracy estimate available here.
 NO0257
 NO0257.Click photographs - Photos may exist for this station.
 NO0257
 NO0257.The dynamic height is computed by dividing the NAVD 88
 NO0257.geopotential number by the normal gravity value computed on the
 NO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0257.degrees latitude (g = 980.6199 gals.).
 NO0257
 NO0257.The modeled gravity was interpolated from observed gravity values.
 NO0257
 NO0257;                    North         East    Units  Estimated Accuracy
 NO0257;SPC NE       -   245,190.      394,270.      MT  (+/- 180 meters Scaled)
 NO0257
 NO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM115561(NAD 83)
 NO0257
 NO0257                          SUPERSEDED SURVEY CONTROL
 NO0257
 NO0257  NGVD 29 (??/??/92) 1033.649  (m)         3391.23   (f) ADJ UNCH    2 0
 NO0257
 NO0257.Superseded values are not recommended for survey control.
 NO0257
 NO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0257.See file dsdata.pdf to determine how the superseded data were derived.
 NO0257
 NO0257_MARKER: DB = BENCH MARK DISK
 NO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0257_STAMPING: T 62 1934
 NO0257_MARK LOGO: CGS
 NO0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0257+STABILITY: SURFACE MOTION
 NO0257
 NO0257  HISTORY     - Date     Condition        Report By
 NO0257  HISTORY     - 1934     MONUMENTED       CGS
 NO0257  HISTORY     - 19980318 GOOD             LOCENG
 NO0257
 NO0257                          STATION DESCRIPTION
 NO0257
 NO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0257'12.4 MI W FROM MULLEN.
 NO0257'12.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0257'FROM THE STATION AT MULLEN, HOOKER COUNTY, 97.8 FEET SOUTHWEST
 NO0257'OF MILEPOST 281, AT THE TOP OF A SMALL KNOLL BETWEEN THE HIGHWAY
 NO0257'AND THE TRACK, AND 48 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NO0257'TRACK.  A STANDARD DISK, STAMPED T 62 1934 AND SET IN THE
 NO0257'TOP OF A CONCRETE POST.
 NO0257
 NO0257                          STATION RECOVERY (1998)
 NO0257
 NO0257'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BGF)
 NO0257'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 NO0257'CONSTRUCTION.  BENCH MARK T 62 RESET, IN 1998, HAS BEEN ESTABLISHED
 NO0257'NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9611 ***********************************************************************
 AG9611  DESIGNATION -  T 62 RESET
 AG9611  PID         -  AG9611
 AG9611  STATE/COUNTY-  NE/HOOKER
 AG9611  COUNTRY     -  US
 AG9611  USGS QUAD   -  HIRE SE (2017)
 AG9611
 AG9611                         *CURRENT SURVEY CONTROL
 AG9611  ______________________________________________________________________
 AG9611* NAD 83(1986) POSITION- 42 02 05.     (N) 101 16 38.     (W)   SCALED
 AG9611* NAVD 88 ORTHO HEIGHT -  1033.00  (meters)     3389.1   (feet) RESET
 AG9611  ______________________________________________________________________
 AG9611  GEOID HEIGHT    -        -20.181 (meters)                     GEOID18
 AG9611  VERT ORDER      -  THIRD
 AG9611
 AG9611.The horizontal coordinates were scaled from a map and have
 AG9611.an estimated accuracy of +/- 6 seconds.
 AG9611
 AG9611.The orthometric height was computed from unverified reset data.
 AG9611
 AG9611.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9611.GEOID18 height accuracy estimate available here.
 AG9611
 AG9611.Click photographs - Photos may exist for this station.
 AG9611
 AG9611;                    North         East    Units  Estimated Accuracy
 AG9611;SPC NE       -   245,190.      394,270.      MT  (+/- 180 meters Scaled)
 AG9611
 AG9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM115561(NAD 83)
 AG9611
 AG9611                          SUPERSEDED SURVEY CONTROL
 AG9611
 AG9611.No superseded survey control is available for this station.
 AG9611
 AG9611_MARKER: DV = VERTICAL CONTROL DISK
 AG9611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9611_STAMPING: T 62 RESET 1998
 AG9611_MARK LOGO: NGS
 AG9611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9611+STABILITY: SURFACE MOTION
 AG9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9611+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9611
 AG9611  HISTORY     - Date     Condition        Report By
 AG9611  HISTORY     - 1998     MONUMENTED       LOCENG
 AG9611
 AG9611                          STATION DESCRIPTION
 AG9611
 AG9611'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BGF)
 AG9611'12.4 MI (20.0 KM) WEST ALONG THE BURLINGTON NORTHERN AND SANTA FE
 AG9611'RAILROAD FROM THE STATION AT MULLEN, HOOKER COUNTY, 97.8 FT (29.8 M)
 AG9611'SOUTHWEST OF MILEPOST 281, 97.5 FT (29.7 M) NORTH OF THE NORTH RAIL,
 AG9611'SET INTO THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 AG9611'SURFACE.  A LENGTH OF REBAR WAS PLACED INTO THE MARK AND A WITNESS
 AG9611'POST WAS PLACED NEXT TO THE MARK.  IT IS THE SW1/4, SEC20, T24N, R34W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0001 ***********************************************************************
 MM0001  DESIGNATION -  T 63
 MM0001  PID         -  MM0001
 MM0001  STATE/COUNTY-  NE/THOMAS
 MM0001  COUNTRY     -  US
 MM0001  USGS QUAD   -  NATICK (2017)
 MM0001
 MM0001                         *CURRENT SURVEY CONTROL
 MM0001  ______________________________________________________________________
 MM0001* NAD 83(1986) POSITION- 41 58 34.     (N) 100 29 38.     (W)   SCALED
 MM0001* NAVD 88 ORTHO HEIGHT -   857.056 (meters)     2811.86  (feet) ADJUSTED
 MM0001  ______________________________________________________________________
 MM0001  GEOID HEIGHT    -        -21.827 (meters)                     GEOID18
 MM0001  DYNAMIC HEIGHT  -        856.612 (meters)     2810.40  (feet) COMP
 MM0001  MODELED GRAVITY -    980,074.9   (mgal)                       NAVD 88
 MM0001
 MM0001  VERT ORDER      -  SECOND    CLASS 0
 MM0001
 MM0001.The horizontal coordinates were scaled from a map and have
 MM0001.an estimated accuracy of +/- 6 seconds.
 MM0001
 MM0001.The orthometric height was determined by differential leveling and
 MM0001.adjusted by the NATIONAL GEODETIC SURVEY
 MM0001.in June 1991.
 MM0001
 MM0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0001.GEOID18 height accuracy estimate available here.
 MM0001
 MM0001.Click photographs - Photos may exist for this station.
 MM0001
 MM0001.The dynamic height is computed by dividing the NAVD 88
 MM0001.geopotential number by the normal gravity value computed on the
 MM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0001.degrees latitude (g = 980.6199 gals.).
 MM0001
 MM0001.The modeled gravity was interpolated from observed gravity values.
 MM0001
 MM0001;                    North         East    Units  Estimated Accuracy
 MM0001;SPC NE       -   238,020.      459,080.      MT  (+/- 180 meters Scaled)
 MM0001
 MM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM762482(NAD 83)
 MM0001
 MM0001                          SUPERSEDED SURVEY CONTROL
 MM0001
 MM0001  NGVD 29 (??/??/92)  856.739  (m)         2810.82   (f) ADJ UNCH    2 0
 MM0001
 MM0001.Superseded values are not recommended for survey control.
 MM0001
 MM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0001.See file dsdata.pdf to determine how the superseded data were derived.
 MM0001
 MM0001_MARKER: DB = BENCH MARK DISK
 MM0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0001_STAMPING: T 63 1934
 MM0001_MARK LOGO: CGS
 MM0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0001+STABILITY: SURFACE MOTION
 MM0001
 MM0001  HISTORY     - Date     Condition        Report By
 MM0001  HISTORY     - 1934     MONUMENTED       CGS
 MM0001  HISTORY     - 1950     MARK NOT FOUND   USGS
 MM0001  HISTORY     - 19851114 MARK NOT FOUND   USPSQD
 MM0001
 MM0001                          STATION DESCRIPTION
 MM0001
 MM0001'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 MM0001'4.3 MI SE FROM THEDFORD.
 MM0001'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0001'RAILROAD FROM THE STATION AT THEDFORD, THOMAS COUNTY, 53 RAILS
 MM0001'WEST OF MILEPOST 238 AT A SMALL PLOT OF GROUND AT A HIGHWAY
 MM0001'BORROW PIT, 250 FEET EAST OF THE EAST END OF A CUT, 71 FEET
 MM0001'NORTH OF THE NORTH RAIL, AND 24.0 FEET NORTH OF A RIGHT-OF-WAY
 MM0001'FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 MM0001
 MM0001                          STATION RECOVERY (1985)
 MM0001
 MM0001'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 MM0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0166 ***********************************************************************
 MM0166  DESIGNATION -  T 64
 MM0166  PID         -  MM0166
 MM0166  STATE/COUNTY-  NE/THOMAS
 MM0166  COUNTRY     -  US
 MM0166  USGS QUAD   -  THEDFORD SE (2017)
 MM0166
 MM0166                         *CURRENT SURVEY CONTROL
 MM0166  ______________________________________________________________________
 MM0166* NAD 83(1986) POSITION- 41 48 06.     (N) 100 34 15.     (W)   SCALED
 MM0166* NAVD 88 ORTHO HEIGHT -   886.913 (meters)     2909.81  (feet) ADJUSTED
 MM0166  ______________________________________________________________________
 MM0166  GEOID HEIGHT    -        -21.724 (meters)                     GEOID18
 MM0166  DYNAMIC HEIGHT  -        886.439 (meters)     2908.26  (feet) COMP
 MM0166  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 MM0166
 MM0166  VERT ORDER      -  SECOND    CLASS 0
 MM0166
 MM0166.The horizontal coordinates were scaled from a map and have
 MM0166.an estimated accuracy of +/- 6 seconds.
 MM0166
 MM0166.The orthometric height was determined by differential leveling and
 MM0166.adjusted by the NATIONAL GEODETIC SURVEY
 MM0166.in June 1991.
 MM0166
 MM0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0166.GEOID18 height accuracy estimate available here.
 MM0166
 MM0166.Click photographs - Photos may exist for this station.
 MM0166
 MM0166.The dynamic height is computed by dividing the NAVD 88
 MM0166.geopotential number by the normal gravity value computed on the
 MM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0166.degrees latitude (g = 980.6199 gals.).
 MM0166
 MM0166.The modeled gravity was interpolated from observed gravity values.
 MM0166
 MM0166;                    North         East    Units  Estimated Accuracy
 MM0166;SPC NE       -   218,690.      452,580.      MT  (+/- 180 meters Scaled)
 MM0166
 MM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM695289(NAD 83)
 MM0166
 MM0166                          SUPERSEDED SURVEY CONTROL
 MM0166
 MM0166  NGVD 29 (??/??/92)  886.594  (m)         2908.77   (f) ADJ UNCH    2 0
 MM0166
 MM0166.Superseded values are not recommended for survey control.
 MM0166
 MM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0166.See file dsdata.pdf to determine how the superseded data were derived.
 MM0166
 MM0166_MARKER: DB = BENCH MARK DISK
 MM0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0166_STAMPING: T 64 1934
 MM0166_MARK LOGO: CGS
 MM0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0166+STABILITY: SURFACE MOTION
 MM0166
 MM0166  HISTORY     - Date     Condition        Report By
 MM0166  HISTORY     - 1934     MONUMENTED       CGS
 MM0166  HISTORY     - 1948     MARK NOT FOUND   CGS
 MM0166
 MM0166                          STATION DESCRIPTION
 MM0166
 MM0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0166'13.1 MI S FROM THEDFORD.
 MM0166'ABOUT 13.1 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0166'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0166'COUNTY, AT THE WEST END OF A SMALL KNOLL, AT A FLAT AREA
 MM0166'SURROUNDED BY HILLS, ABOUT 60 FEET EAST OF THE CENTER LINE OF
 MM0166'THE HIGHWAY, AND ABOUT 4 FEET BELOW THE TOP OF THE HILL.  A
 MM0166'STANDARD DISK, STAMPED T 64 1934 AND SET IN THE TOP OF A
 MM0166'CONCRETE POST.
 MM0166
 MM0166                          STATION RECOVERY (1948)
 MM0166
 MM0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MM0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0471 ***********************************************************************
 NN0471  DESIGNATION -  T 67
 NN0471  PID         -  NN0471
 NN0471  STATE/COUNTY-  NE/BROWN
 NN0471  COUNTRY     -  US
 NN0471  USGS QUAD   -  RAVEN SW (2017)
 NN0471
 NN0471                         *CURRENT SURVEY CONTROL
 NN0471  ______________________________________________________________________
 NN0471* NAD 83(1986) POSITION- 42 21 29.     (N) 099 52 37.     (W)   SCALED
 NN0471* NAVD 88 ORTHO HEIGHT -   817.085 (meters)     2680.72  (feet) ADJUSTED
 NN0471  ______________________________________________________________________
 NN0471  GEOID HEIGHT    -        -22.303 (meters)                     GEOID18
 NN0471  DYNAMIC HEIGHT  -        816.726 (meters)     2679.54  (feet) COMP
 NN0471  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 NN0471
 NN0471  VERT ORDER      -  SECOND    CLASS 0
 NN0471
 NN0471.The horizontal coordinates were scaled from a map and have
 NN0471.an estimated accuracy of +/- 6 seconds.
 NN0471
 NN0471.The orthometric height was determined by differential leveling and
 NN0471.adjusted by the NATIONAL GEODETIC SURVEY
 NN0471.in June 1991.
 NN0471
 NN0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0471.GEOID18 height accuracy estimate available here.
 NN0471
 NN0471.Click photographs - Photos may exist for this station.
 NN0471
 NN0471.The dynamic height is computed by dividing the NAVD 88
 NN0471.geopotential number by the normal gravity value computed on the
 NN0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0471.degrees latitude (g = 980.6199 gals.).
 NN0471
 NN0471.The modeled gravity was interpolated from observed gravity values.
 NN0471
 NN0471;                    North         East    Units  Estimated Accuracy
 NN0471;SPC NE       -   280,330.      510,140.      MT  (+/- 180 meters Scaled)
 NN0471
 NN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM277899(NAD 83)
 NN0471
 NN0471                          SUPERSEDED SURVEY CONTROL
 NN0471
 NN0471  NGVD 29 (??/??/92)  816.787  (m)         2679.74   (f) ADJ UNCH    2 0
 NN0471
 NN0471.Superseded values are not recommended for survey control.
 NN0471
 NN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0471.See file dsdata.pdf to determine how the superseded data were derived.
 NN0471
 NN0471_MARKER: DB = BENCH MARK DISK
 NN0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0471_STAMPING: T 67 1935
 NN0471_MARK LOGO: CGS
 NN0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0471+STABILITY: SURFACE MOTION
 NN0471
 NN0471  HISTORY     - Date     Condition        Report By
 NN0471  HISTORY     - 1935     MONUMENTED       CGS
 NN0471  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0471
 NN0471                          STATION DESCRIPTION
 NN0471
 NN0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0471'13.1 MI S FROM AINSWORTH.
 NN0471'ABOUT 13.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0471'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 67 YARDS NORTHWEST
 NN0471'OF THE NORTHWEST CORNER OF AN OLD FARMHOUSE, 34 FEET WEST OF THE
 NN0471'CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 NN0471'FENCE.  A STANDARD DISK, STAMPED T 67 1935 AND SET IN THE TOP
 NN0471'OF A CONCRETE POST.
 NN0471
 NN0471                          STATION RECOVERY (1975)
 NN0471
 NN0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0201 ***********************************************************************
 MM0201  DESIGNATION -  T 7
 MM0201  PID         -  MM0201
 MM0201  STATE/COUNTY-  NE/LINCOLN
 MM0201  COUNTRY     -  US
 MM0201  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0201
 MM0201                         *CURRENT SURVEY CONTROL
 MM0201  ______________________________________________________________________
 MM0201* NAD 83(1986) POSITION- 41 09 23.     (N) 101 07 35.     (W)   SCALED
 MM0201* NAVD 88 ORTHO HEIGHT -   902.046 (meters)     2959.46  (feet) ADJUSTED
 MM0201  ______________________________________________________________________
 MM0201  GEOID HEIGHT    -        -21.842 (meters)                     GEOID18
 MM0201  DYNAMIC HEIGHT  -        901.500 (meters)     2957.67  (feet) COMP
 MM0201  MODELED GRAVITY -    979,988.2   (mgal)                       NAVD 88
 MM0201
 MM0201  VERT ORDER      -  FIRST     CLASS II
 MM0201
 MM0201.The horizontal coordinates were scaled from a map and have
 MM0201.an estimated accuracy of +/- 6 seconds.
 MM0201
 MM0201.The orthometric height was determined by differential leveling and
 MM0201.adjusted by the NATIONAL GEODETIC SURVEY
 MM0201.in June 1991.
 MM0201
 MM0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0201.GEOID18 height accuracy estimate available here.
 MM0201
 MM0201.Click photographs - Photos may exist for this station.
 MM0201
 MM0201.The dynamic height is computed by dividing the NAVD 88
 MM0201.geopotential number by the normal gravity value computed on the
 MM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0201.degrees latitude (g = 980.6199 gals.).
 MM0201
 MM0201.The modeled gravity was interpolated from observed gravity values.
 MM0201
 MM0201;                    North         East    Units  Estimated Accuracy
 MM0201;SPC NE       -   147,510.      405,490.      MT  (+/- 180 meters Scaled)
 MM0201
 MM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL215582(NAD 83)
 MM0201
 MM0201                          SUPERSEDED SURVEY CONTROL
 MM0201
 MM0201  NGVD 29 (02/14/92)  901.651  (m)         2958.17   (f) ADJUSTED    1 2
 MM0201  NGVD 29 (??/??/87)  901.704  (m)         2958.34   (f) SUPERSEDED  1 2
 MM0201
 MM0201.Superseded values are not recommended for survey control.
 MM0201
 MM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0201.See file dsdata.pdf to determine how the superseded data were derived.
 MM0201
 MM0201_MARKER: DB = BENCH MARK DISK
 MM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0201_STAMPING: T 7 1933 2958.341
 MM0201_MARK LOGO: CGS
 MM0201_PROJECTION: RECESSED 18 CENTIMETERS
 MM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0201+STABILITY: SURFACE MOTION
 MM0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0201+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2013
 MM0201
 MM0201  HISTORY     - Date     Condition        Report By
 MM0201  HISTORY     - 1933     MONUMENTED       CGS
 MM0201  HISTORY     - 1982     GOOD             NEDR
 MM0201  HISTORY     - 1986     GOOD             NGS
 MM0201  HISTORY     - 20130310 GOOD             INDIV
 MM0201
 MM0201                          STATION DESCRIPTION
 MM0201
 MM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0201'AT SUTHERLAND.
 MM0201'AT SUTHERLAND, LINCOLN COUNTY, ABOUT 145 FEET EAST OF THE EAST
 MM0201'END OF THE UNION PACIFIC RAILROAD STATION, AT MILEAGE 303.5,
 MM0201'AT THE SOUTH SIDE OF A SMALL PARK, 36.8 FEET NORTH OF THE NORTH
 MM0201'RAIL OF THE NORTH MAIN TRACK, 44 FEET EAST OF THE WEST BARBED-WIRE
 MM0201'FENCE, AND 4.2 FEET NORTH OF THE SOUTH FENCE.  A STANDARD DISK,
 MM0201'STAMPED 2958.341 T 7 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0201'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0201
 MM0201                          STATION RECOVERY (1982)
 MM0201
 MM0201'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 MM0201'RECOVERED IN GOOD CONDITION.
 MM0201
 MM0201                          STATION RECOVERY (1986)
 MM0201
 MM0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0201'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SUTHERLAND,
 MM0201'2.1 METERS (7 FT) SOUTH OF THE SOUTH CYCLONE FENCE BORDERING THE SOUTH
 MM0201'SIDE OF A SMALL CITY PARK, 2.0 METERS (6.7 FT) SOUTHEAST OF A STONE
 MM0201'OUTDOOR FIRE PLACE, 9.3 METERS (30.6 FT) EAST OF THE EAST FACE OF A
 MM0201'RAILROAD STORAGE SHED AND 0.3 METER (1 FT) NORTHWEST OF METAL WITNESS
 MM0201'POST.
 MM0201
 MM0201                          STATION RECOVERY (2013)
 MM0201
 MM0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MM0201'RECOVERED AS DESCRIBED.0.5 FT. BELOW SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0515 ***********************************************************************
 ML0515  DESIGNATION -  T 70
 ML0515  PID         -  ML0515
 ML0515  STATE/COUNTY-  NE/WHEELER
 ML0515  COUNTRY     -  US
 ML0515  USGS QUAD   -  BARTLETT SE (2017)
 ML0515
 ML0515                         *CURRENT SURVEY CONTROL
 ML0515  ______________________________________________________________________
 ML0515* NAD 83(1986) POSITION- 41 49 58.     (N) 098 36 19.     (W)   SCALED
 ML0515* NAVD 88 ORTHO HEIGHT -   654.838 (meters)     2148.41  (feet) ADJUSTED
 ML0515  ______________________________________________________________________
 ML0515  GEOID HEIGHT    -        -24.158 (meters)                     GEOID18
 ML0515  DYNAMIC HEIGHT  -        654.538 (meters)     2147.43  (feet) COMP
 ML0515  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 ML0515
 ML0515  VERT ORDER      -  SECOND    CLASS 0
 ML0515
 ML0515.The horizontal coordinates were scaled from a map and have
 ML0515.an estimated accuracy of +/- 6 seconds.
 ML0515
 ML0515.The orthometric height was determined by differential leveling and
 ML0515.adjusted by the NATIONAL GEODETIC SURVEY
 ML0515.in June 1991.
 ML0515
 ML0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0515.GEOID18 height accuracy estimate available here.
 ML0515
 ML0515.Click photographs - Photos may exist for this station.
 ML0515
 ML0515.The dynamic height is computed by dividing the NAVD 88
 ML0515.geopotential number by the normal gravity value computed on the
 ML0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0515.degrees latitude (g = 980.6199 gals.).
 ML0515
 ML0515.The modeled gravity was interpolated from observed gravity values.
 ML0515
 ML0515;                    North         East    Units  Estimated Accuracy
 ML0515;SPC NE       -   222,920.      615,810.      MT  (+/- 180 meters Scaled)
 ML0515
 ML0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM327312(NAD 83)
 ML0515
 ML0515                          SUPERSEDED SURVEY CONTROL
 ML0515
 ML0515  NGVD 29 (??/??/92)  654.610  (m)         2147.67   (f) ADJ UNCH    2 0
 ML0515
 ML0515.Superseded values are not recommended for survey control.
 ML0515
 ML0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0515.See file dsdata.pdf to determine how the superseded data were derived.
 ML0515
 ML0515_MARKER: DB = BENCH MARK DISK
 ML0515_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0515_STAMPING: T 70 1935
 ML0515_MARK LOGO: CGS
 ML0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0515
 ML0515  HISTORY     - Date     Condition        Report By
 ML0515  HISTORY     - 1935     MONUMENTED       CGS
 ML0515  HISTORY     - 1938     GOOD             CGS
 ML0515  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0515
 ML0515                          STATION DESCRIPTION
 ML0515
 ML0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0515'7.2 MI NE FROM ERICSON.
 ML0515'7.2 MILES NORTHEAST OF THE POST OFFICE AT ERICSON, ALONG STATE
 ML0515'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 6.2 MILES SOUTHWEST
 ML0515'OF BARTLETT, 150 FEET NORTH OF THE FOOT OF A HILL, 25.7 FEET
 ML0515'EAST OF THE CENTER OF THE HIGHWAY, 18.4 FEET NORTH OF THE NORTH
 ML0515'END OF A FIELD ENTRANCE, 1.5 FEET EAST OF THE RIGHT OF WAY
 ML0515'FENCE LINE, 2.0 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 ML0515'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0515
 ML0515                          STATION RECOVERY (1951)
 ML0515
 ML0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0614 ***********************************************************************
 ML0614  DESIGNATION -  T 71
 ML0614  PID         -  ML0614
 ML0614  STATE/COUNTY-  NE/LOUP
 ML0614  COUNTRY     -  US
 ML0614  USGS QUAD   -  SARGENT EAST (2017)
 ML0614
 ML0614                         *CURRENT SURVEY CONTROL
 ML0614  ______________________________________________________________________
 ML0614* NAD 83(1986) POSITION- 41 44 55.     (N) 099 16 11.     (W)   SCALED
 ML0614* NAVD 88 ORTHO HEIGHT -   686.466 (meters)     2252.18  (feet) ADJUSTED
 ML0614  ______________________________________________________________________
 ML0614  GEOID HEIGHT    -        -23.277 (meters)                     GEOID18
 ML0614  DYNAMIC HEIGHT  -        686.132 (meters)     2251.08  (feet) COMP
 ML0614  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 ML0614
 ML0614  VERT ORDER      -  SECOND    CLASS 0
 ML0614
 ML0614.The horizontal coordinates were scaled from a map and have
 ML0614.an estimated accuracy of +/- 6 seconds.
 ML0614
 ML0614.The orthometric height was determined by differential leveling and
 ML0614.adjusted by the NATIONAL GEODETIC SURVEY
 ML0614.in June 1991.
 ML0614
 ML0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0614.GEOID18 height accuracy estimate available here.
 ML0614
 ML0614.Click photographs - Photos may exist for this station.
 ML0614
 ML0614.The dynamic height is computed by dividing the NAVD 88
 ML0614.geopotential number by the normal gravity value computed on the
 ML0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0614.degrees latitude (g = 980.6199 gals.).
 ML0614
 ML0614.The modeled gravity was interpolated from observed gravity values.
 ML0614
 ML0614;                    North         East    Units  Estimated Accuracy
 ML0614;SPC NE       -   212,900.      560,720.      MT  (+/- 180 meters Scaled)
 ML0614
 ML0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM775219(NAD 83)
 ML0614
 ML0614                          SUPERSEDED SURVEY CONTROL
 ML0614
 ML0614  NGVD 29 (??/??/92)  686.207  (m)         2251.33   (f) ADJ UNCH    2 0
 ML0614
 ML0614.Superseded values are not recommended for survey control.
 ML0614
 ML0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0614.See file dsdata.pdf to determine how the superseded data were derived.
 ML0614
 ML0614_MARKER: DB = BENCH MARK DISK
 ML0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0614_STAMPING: T 71 1935
 ML0614_MARK LOGO: CGS
 ML0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0614+STABILITY: SURFACE MOTION
 ML0614
 ML0614  HISTORY     - Date     Condition        Report By
 ML0614  HISTORY     - 1935     MONUMENTED       CGS
 ML0614
 ML0614                          STATION DESCRIPTION
 ML0614
 ML0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0614'6.9 MI E FROM TAYLOR.
 ML0614'6.91 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0614'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, AT THE INTERSECTION OF
 ML0614'T ROAD, 53.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0614'21.8 FEET WEST OF THE CENTER LINE OF T ROAD, AND 18.6 FEET
 ML0614'SOUTH OF A CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0888 ***********************************************************************
 ML0888  DESIGNATION -  T 72
 ML0888  PID         -  ML0888
 ML0888  STATE/COUNTY-  NE/BLAINE
 ML0888  COUNTRY     -  US
 ML0888  USGS QUAD   -  BREWSTER NW (2017)
 ML0888
 ML0888                         *CURRENT SURVEY CONTROL
 ML0888  ______________________________________________________________________
 ML0888* NAD 83(1986) POSITION- 41 53 34.     (N) 099 59 44.     (W)   SCALED
 ML0888* NAVD 88 ORTHO HEIGHT -   809.512 (meters)     2655.87  (feet) ADJUSTED
 ML0888  ______________________________________________________________________
 ML0888  GEOID HEIGHT    -        -22.307 (meters)                     GEOID18
 ML0888  DYNAMIC HEIGHT  -        809.110 (meters)     2654.56  (feet) COMP
 ML0888  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 ML0888
 ML0888  VERT ORDER      -  SECOND    CLASS 0
 ML0888
 ML0888.The horizontal coordinates were scaled from a map and have
 ML0888.an estimated accuracy of +/- 6 seconds.
 ML0888
 ML0888.The orthometric height was determined by differential leveling and
 ML0888.adjusted by the NATIONAL GEODETIC SURVEY
 ML0888.in June 1991.
 ML0888
 ML0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0888.GEOID18 height accuracy estimate available here.
 ML0888
 ML0888.Click photographs - Photos may exist for this station.
 ML0888
 ML0888.The dynamic height is computed by dividing the NAVD 88
 ML0888.geopotential number by the normal gravity value computed on the
 ML0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0888.degrees latitude (g = 980.6199 gals.).
 ML0888
 ML0888.The modeled gravity was interpolated from observed gravity values.
 ML0888
 ML0888;                    North         East    Units  Estimated Accuracy
 ML0888;SPC NE       -   228,650.      500,370.      MT  (+/- 180 meters Scaled)
 ML0888
 ML0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM174383(NAD 83)
 ML0888
 ML0888                          SUPERSEDED SURVEY CONTROL
 ML0888
 ML0888  NGVD 29 (??/??/92)  809.220  (m)         2654.92   (f) ADJ UNCH    2 0
 ML0888
 ML0888.Superseded values are not recommended for survey control.
 ML0888
 ML0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0888.See file dsdata.pdf to determine how the superseded data were derived.
 ML0888
 ML0888_MARKER: DB = BENCH MARK DISK
 ML0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0888_STAMPING: T 72 1935
 ML0888_MARK LOGO: CGS
 ML0888_PROJECTION: FLUSH
 ML0888_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0888+STABILITY: SURFACE MOTION
 ML0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0888+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 ML0888
 ML0888  HISTORY     - Date     Condition        Report By
 ML0888  HISTORY     - 1935     MONUMENTED       CGS
 ML0888  HISTORY     - 1949     GOOD             USGS
 ML0888  HISTORY     - 19910808 GOOD             NEDR
 ML0888
 ML0888                          STATION DESCRIPTION
 ML0888
 ML0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0888'8.2 MI SW FROM BREWSTER.
 ML0888'8.15 MILES SOUTHWEST OF COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0888'HIGHWAY 7 BETWEEN BREWSTER AND DUNNING, ABOUT 25 FEET NORTH OF
 ML0888'HIGHWAY CUT NEAR A CURVE, 33 FEET EAST OF THE CENTER LINE OF THE
 ML0888'HIGHWAY, AND 2 FEET WEST OF RIGHT OF WAY FENCE.
 ML0888
 ML0888                          STATION RECOVERY (1949)
 ML0888
 ML0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0888'RECOVERED IN GOOD CONDITION.
 ML0888
 ML0888                          STATION RECOVERY (1991)
 ML0888
 ML0888'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 ML0888'NEAR THE EAST 1/4 CORNER, SEC8, T22N, R23W. TO REACH FROM THE JUNCTION
 ML0888'OF MAIN STREET WITH STATE HIGHWAY 2, AT DUNNING, GO NORTH ON HIGHWAY 2
 ML0888'FOR 0.35 MI (0.56 KM) TO STATE HIGHWAY 91, TURN RIGHT AND GO EAST AND
 ML0888'NORTH ON HIGHWAY 91 FOR 7.1 MI (11.4 KM) TO A GATE AND FENCE LINE
 ML0888'EAST, GO THRU THE GATE AND PROCEED DOWN THE FENCE FOR 0.3 MI (0.5 KM)
 ML0888'TO THE END OF THE EAST/WEST FENCE, TURN LEFT, NORTH, AND GO ACROSS
 ML0888'HILLS FOR 0.1 MI (0.2 KM) TO THE BENCH MARK, ABOUT 650 FT (198.1 M)
 ML0888'SOUTHEAST FROM THE HIGHWAY, ABOUT 31 FT (9.4 M) EAST FROM AN OLD
 ML0888'WASHED OUT ALIGNMENT FOR HIGHWAY 7 AND 1.0 FT (0.3 M) EAST FROM A
 ML0888'WITNESS POST, SET INTO THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 ML0888'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0099 ***********************************************************************
 NO0099  DESIGNATION -  T 73
 NO0099  PID         -  NO0099
 NO0099  STATE/COUNTY-  NE/CHERRY
 NO0099  COUNTRY     -  US
 NO0099  USGS QUAD   -  DUCK LAKE NE (2017)
 NO0099
 NO0099                         *CURRENT SURVEY CONTROL
 NO0099  ______________________________________________________________________
 NO0099* NAD 83(1986) POSITION- 42 14 01.     (N) 100 35 43.     (W)   SCALED
 NO0099* NAVD 88 ORTHO HEIGHT -   888.073 (meters)     2913.62  (feet) ADJUSTED
 NO0099  ______________________________________________________________________
 NO0099  GEOID HEIGHT    -        -21.556 (meters)                     GEOID18
 NO0099  DYNAMIC HEIGHT  -        887.637 (meters)     2912.19  (feet) COMP
 NO0099  MODELED GRAVITY -    980,100.4   (mgal)                       NAVD 88
 NO0099
 NO0099  VERT ORDER      -  SECOND    CLASS 0
 NO0099
 NO0099.The horizontal coordinates were scaled from a map and have
 NO0099.an estimated accuracy of +/- 6 seconds.
 NO0099
 NO0099.The orthometric height was determined by differential leveling and
 NO0099.adjusted by the NATIONAL GEODETIC SURVEY
 NO0099.in June 1991.
 NO0099
 NO0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0099.GEOID18 height accuracy estimate available here.
 NO0099
 NO0099.Click photographs - Photos may exist for this station.
 NO0099
 NO0099.The dynamic height is computed by dividing the NAVD 88
 NO0099.geopotential number by the normal gravity value computed on the
 NO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0099.degrees latitude (g = 980.6199 gals.).
 NO0099
 NO0099.The modeled gravity was interpolated from observed gravity values.
 NO0099
 NO0099;                    North         East    Units  Estimated Accuracy
 NO0099;SPC NE       -   266,670.      450,880.      MT  (+/- 180 meters Scaled)
 NO0099
 NO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM683769(NAD 83)
 NO0099
 NO0099                          SUPERSEDED SURVEY CONTROL
 NO0099
 NO0099  NGVD 29 (??/??/92)  887.764  (m)         2912.61   (f) ADJ UNCH    2 0
 NO0099
 NO0099.Superseded values are not recommended for survey control.
 NO0099
 NO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0099.See file dsdata.pdf to determine how the superseded data were derived.
 NO0099
 NO0099_MARKER: DB = BENCH MARK DISK
 NO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0099_STAMPING: T 73 1934
 NO0099_MARK LOGO: CGS
 NO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0099+STABILITY: SURFACE MOTION
 NO0099
 NO0099  HISTORY     - Date     Condition        Report By
 NO0099  HISTORY     - 1934     MONUMENTED       CGS
 NO0099
 NO0099                          STATION DESCRIPTION
 NO0099
 NO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0099'4.8 MI S FROM BROWNLEE.
 NO0099'ABOUT 4.8 MILES SOUTH ALONG THE THEDFORD ROAD FROM THE POST OFFICE
 NO0099'AT BROWNLEE, 15 FEET WEST OF THE CENTER OF AN AUTOMOBILE GATE,
 NO0099'AND 2.5 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED T
 NO0099'73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0077 ***********************************************************************
 NP0077  DESIGNATION -  T 74
 NP0077  PID         -  NP0077
 NP0077  STATE/COUNTY-  NE/SHERIDAN
 NP0077  COUNTRY     -  US
 NP0077  USGS QUAD   -  ARNOLD LAKE (2017)
 NP0077
 NP0077                         *CURRENT SURVEY CONTROL
 NP0077  ______________________________________________________________________
 NP0077* NAD 83(1986) POSITION- 42 08 25.86   (N) 102 14 06.45   (W)   HD_HELD1
 NP0077* NAVD 88 ORTHO HEIGHT -  1199.514 (meters)     3935.41  (feet) ADJUSTED
 NP0077  ______________________________________________________________________
 NP0077  GEOID HEIGHT    -        -18.821 (meters)                     GEOID18
 NP0077  DYNAMIC HEIGHT  -       1198.833 (meters)     3933.17  (feet) COMP
 NP0077  MODELED GRAVITY -    980,012.0   (mgal)                       NAVD 88
 NP0077
 NP0077  VERT ORDER      -  SECOND    CLASS 0
 NP0077
 NP0077.The horizontal coordinates were determined by differentially corrected
 NP0077.hand held GPS observations or other comparable positioning techniques
 NP0077.and have an estimated accuracy of +/- 3 meters.
 NP0077
 NP0077.The orthometric height was determined by differential leveling and
 NP0077.adjusted by the NATIONAL GEODETIC SURVEY
 NP0077.in June 1991.
 NP0077
 NP0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0077.GEOID18 height accuracy estimate available here.
 NP0077
 NP0077.Click photographs - Photos may exist for this station.
 NP0077
 NP0077.The dynamic height is computed by dividing the NAVD 88
 NP0077.geopotential number by the normal gravity value computed on the
 NP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0077.degrees latitude (g = 980.6199 gals.).
 NP0077
 NP0077.The modeled gravity was interpolated from observed gravity values.
 NP0077
 NP0077;                    North         East    Units  Estimated Accuracy
 NP0077;SPC NE       -   258,548.8     315,298.5     MT  (+/- 3 meters HH1 GPS) 
 NP0077
 NP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2848469078(NAD 83)
 NP0077
 NP0077                          SUPERSEDED SURVEY CONTROL
 NP0077
 NP0077  NGVD 29 (??/??/92) 1198.961  (m)         3933.59   (f) ADJ UNCH    2 0
 NP0077
 NP0077.Superseded values are not recommended for survey control.
 NP0077
 NP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0077.See file dsdata.pdf to determine how the superseded data were derived.
 NP0077
 NP0077_MARKER: DB = BENCH MARK DISK
 NP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0077_STAMPING: T 74 1934
 NP0077_MARK LOGO: CGS
 NP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0077+STABILITY: SURFACE MOTION
 NP0077
 NP0077  HISTORY     - Date     Condition        Report By
 NP0077  HISTORY     - 1934     MONUMENTED       CGS
 NP0077
 NP0077                          STATION DESCRIPTION
 NP0077
 NP0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0077'7.5 MI N FROM ELLSWORTH.
 NP0077'7.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0077'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0077'COUNTY, 0.8 MILE SOUTHEAST OF A LARGE FARMHOUSE, 30 FEET NORTH
 NP0077'OF THE CENTER OF A CATTLE GUARD 2 FEET SOUTH OF AN EAST-AND-WEST
 NP0077'FENCE, AND 1-3/4 FEET WEST OF A NORTH AND SOUTH FENCE.  A
 NP0077'STANDARD DISK, STAMPED T 74 1934 AND SET IN THE TOP OF A CONCRETE
 NP0077'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0065 ***********************************************************************
 NP0065  DESIGNATION -  T 75
 NP0065  PID         -  NP0065
 NP0065  STATE/COUNTY-  NE/SHERIDAN
 NP0065  COUNTRY     -  US
 NP0065  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0065
 NP0065                         *CURRENT SURVEY CONTROL
 NP0065  ______________________________________________________________________
 NP0065* NAD 83(1986) POSITION- 42 39 36.     (N) 102 12 17.     (W)   SCALED
 NP0065* NAVD 88 ORTHO HEIGHT -  1090.853 (meters)     3578.91  (feet) ADJUSTED
 NP0065  ______________________________________________________________________
 NP0065  GEOID HEIGHT    -        -18.390 (meters)                     GEOID18
 NP0065  DYNAMIC HEIGHT  -       1090.326 (meters)     3577.18  (feet) COMP
 NP0065  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 NP0065
 NP0065  VERT ORDER      -  SECOND    CLASS 0
 NP0065
 NP0065.The horizontal coordinates were scaled from a map and have
 NP0065.an estimated accuracy of +/- 6 seconds.
 NP0065
 NP0065.The orthometric height was determined by differential leveling and
 NP0065.adjusted by the NATIONAL GEODETIC SURVEY
 NP0065.in June 1991.
 NP0065
 NP0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0065.GEOID18 height accuracy estimate available here.
 NP0065
 NP0065.Click photographs - Photos may exist for this station.
 NP0065
 NP0065.The dynamic height is computed by dividing the NAVD 88
 NP0065.geopotential number by the normal gravity value computed on the
 NP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0065.degrees latitude (g = 980.6199 gals.).
 NP0065
 NP0065.The modeled gravity was interpolated from observed gravity values.
 NP0065
 NP0065;                    North         East    Units  Estimated Accuracy
 NP0065;SPC NE       -   316,160.      319,280.      MT  (+/- 180 meters Scaled)
 NP0065
 NP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH290268(NAD 83)
 NP0065
 NP0065                          SUPERSEDED SURVEY CONTROL
 NP0065
 NP0065  NGVD 29 (??/??/92) 1090.364  (m)         3577.30   (f) ADJ UNCH    2 0
 NP0065
 NP0065.Superseded values are not recommended for survey control.
 NP0065
 NP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0065.See file dsdata.pdf to determine how the superseded data were derived.
 NP0065
 NP0065_MARKER: DB = BENCH MARK DISK
 NP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0065_STAMPING: T 75 1934
 NP0065_MARK LOGO: CGS
 NP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0065+STABILITY: SURFACE MOTION
 NP0065
 NP0065  HISTORY     - Date     Condition        Report By
 NP0065  HISTORY     - 1934     MONUMENTED       CGS
 NP0065
 NP0065                          STATION DESCRIPTION
 NP0065
 NP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0065'10.1 MI S FROM GORDON.
 NP0065'10.1 MI. S OF FIRST NATIONAL BANK ALONG STATE HIGHWAY NO. 27
 NP0065'BETWEEN ELLSWORTH AND GORDON, ABOUT 3/4 MILE SOUTH OF LONG HILL,
 NP0065'ABOUT 1.6 MILES NORTH OF THE NIOBRARA RIVER, 35.4 FEET EAST OF
 NP0065'THE CENTER LINE OF HIGHWAY, 2.6 FEET SOUTH OF SECTION FENCE, 2.4
 NP0065'FEET EAST OF THE RIGHT OF WAY FENCE, IN FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0066 ***********************************************************************
 NP0066  DESIGNATION -  T 75 RESET
 NP0066  PID         -  NP0066
 NP0066  STATE/COUNTY-  NE/SHERIDAN
 NP0066  COUNTRY     -  US
 NP0066  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0066
 NP0066                         *CURRENT SURVEY CONTROL
 NP0066  ______________________________________________________________________
 NP0066* NAD 83(1995) POSITION- 42 39 36.51084(N) 102 12 17.01953(W)   ADJUSTED
 NP0066* NAVD 88 ORTHO HEIGHT -  1090.81  (meters)     3578.8   (feet) RESET
 NP0066  ______________________________________________________________________
 NP0066  GEOID HEIGHT    -        -18.390 (meters)                     GEOID18
 NP0066  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 NP0066  HORZ ORDER      -  SECOND
 NP0066  VERT ORDER      -  THIRD
 NP0066
 NP0066.The horizontal coordinates were established by classical geodetic methods
 NP0066.and adjusted by the National Geodetic Survey in August 1997.
 NP0066
 NP0066.The orthometric height was computed from unverified reset data.
 NP0066
 NP0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0066.GEOID18 height accuracy estimate available here.
 NP0066
 NP0066.Click photographs - Photos may exist for this station.
 NP0066
 NP0066.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0066
 NP0066. The following values were computed from the NAD 83(1995) position.
 NP0066
 NP0066;                    North         East     Units Scale Factor Converg.
 NP0066;SPC NE       -   316,173.644   319,281.272   MT  0.99986196   -1 27 39.8
 NP0066;SPC NE       - 1,037,313.03  1,047,508.64   sFT  0.99986196   -1 27 39.8
 NP0066;UTM  13      - 4,726,863.835   729,097.290   MT  1.00024578   +1 53 42.1
 NP0066
 NP0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0066!SPC NE       -   0.99983184  x   0.99986196  =   0.99969382
 NP0066!UTM  13      -   0.99983184  x   1.00024578  =   1.00007758
 NP0066
 NP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2909726863(NAD 83)
 NP0066
 NP0066                          SUPERSEDED SURVEY CONTROL
 NP0066
 NP0066  NAD 83(1986)-  42 39 36.50138(N)    102 12 17.02236(W) AD(       ) 2
 NP0066  NAD 27      -  42 39 36.51894(N)    102 12 15.39558(W) AD(       ) 2
 NP0066  NGVD 29 (??/??/??) 1090.32   (m)         3577.2    (f) RESET       3  
 NP0066  NGVD 29            1090.33   (m)         3577.2    (f) LEVELING    3  
 NP0066
 NP0066.Superseded values are not recommended for survey control.
 NP0066
 NP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0066.See file dsdata.pdf to determine how the superseded data were derived.
 NP0066
 NP0066_MARKER: DB = BENCH MARK DISK
 NP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0066_STAMPING: T 75 RESET 1958
 NP0066_MARK LOGO: CGS
 NP0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0066+STABILITY: SURFACE MOTION
 NP0066
 NP0066  HISTORY     - Date     Condition        Report By
 NP0066  HISTORY     - 1958     MONUMENTED       NEDR
 NP0066  HISTORY     - 1968     GOOD             USGS
 NP0066
 NP0066                          STATION DESCRIPTION
 NP0066
 NP0066'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NP0066'10 MI S FROM GORDON.
 NP0066'ABOUT 10.0 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO
 NP0066'AND NORTHWESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY,
 NP0066'ABOUT 1.6 MILES NORTH OF THE NIOBRARA RIVER, ABOUT 0.8 MILES
 NP0066'SOUTH OF A LONG HILL, 49 FEET EAST OF THE CENTERLINE OF THE
 NP0066'HIGHWAY, 2 1/2 FEET SOUTH OF A SECTION LINE FENCE, 1.0 FOOT WEST
 NP0066'OF THE RIGHT-OF-WAY FENCE, AND AT A FENCE CORNER.  A STANDARD
 NP0066'DISK, STAMPED T 75 RESET 1958 AND SET IN THE TOP OF A CONCRETE
 NP0066'POST.
 NP0066
 NP0066                          STATION RECOVERY (1968)
 NP0066
 NP0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0066'LOCATED ABOUT 10.0 MILES S ALONG STATE HWY 27 FROM THE CHICAGO
 NP0066'AND NORTHWESTERN RAILWAY STATION IN GORDON, ABOUT 1.6 MILES
 NP0066'N OF THE NIOBRARA RIVER, ABOUT 0.8 MILE S OF A LONG HILL, 49
 NP0066'FEET E OF THE CENTERLINE OF THE HIGHWAY, 2-1/2 FEET S OF A
 NP0066'SECTION LINE FENCE, 1.0 FEET W OF THE RIGHT-OF-WAY FENCE
 NP0066'AND AT A FENCE CORNER.  THE MARK IS A STANDARD DISK STAMPED
 NP0066'T 75 RESET 1958 AND SET IN TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0216 ***********************************************************************
 MN0216  FBN         -  This is a Federal Base Network Control Station.
 MN0216  DESIGNATION -  T 76
 MN0216  PID         -  MN0216
 MN0216  STATE/COUNTY-  NE/CHEYENNE
 MN0216  COUNTRY     -  US
 MN0216  USGS QUAD   -  POTTER (2017)
 MN0216
 MN0216                         *CURRENT SURVEY CONTROL
 MN0216  ______________________________________________________________________
 MN0216* NAD 83(2011) POSITION- 41 13 11.69352(N) 103 22 01.20602(W)   ADJUSTED
 MN0216* NAD 83(2011) ELLIP HT-  1333.985 (meters)        (06/27/12)   ADJUSTED
 MN0216* NAD 83(2011) EPOCH   -  2010.00
 MN0216* NAVD 88 ORTHO HEIGHT -  1353.259 (meters)     4439.82  (feet) ADJUSTED
 MN0216  ______________________________________________________________________
 MN0216  GEOID HEIGHT    -        -19.285 (meters)                     GEOID18
 MN0216  NAD 83(2011) X  - -1,110,980.461 (meters)                     COMP
 MN0216  NAD 83(2011) Y  - -4,675,350.358 (meters)                     COMP
 MN0216  NAD 83(2011) Z  -  4,181,703.612 (meters)                     COMP
 MN0216  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 MN0216  DYNAMIC HEIGHT  -       1352.280 (meters)     4436.61  (feet) COMP
 MN0216  MODELED GRAVITY -    979,853.8   (mgal)                       NAVD 88
 MN0216
 MN0216  VERT ORDER      -  SECOND    CLASS 0
 MN0216
 MN0216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0216  Standards:
 MN0216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0216  -------------------------------------------------------------------
 MN0216  NETWORK    0.37   0.90           0.17   0.12   0.46      0.01055545
 MN0216  -------------------------------------------------------------------
 MN0216  Click here for local accuracies and other accuracy information.
 MN0216
 MN0216.The horizontal coordinates were established by GPS observations
 MN0216.and adjusted by the National Geodetic Survey in June 2012.
 MN0216
 MN0216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0216.been affixed to the stable North American tectonic plate. See 
 MN0216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0216
 MN0216.The horizontal coordinates are valid at the epoch date displayed above
 MN0216.which is a decimal equivalence of Year/Month/Day.
 MN0216
 MN0216.The orthometric height was determined by differential leveling and
 MN0216.adjusted by the NATIONAL GEODETIC SURVEY
 MN0216.in June 1991.
 MN0216
 MN0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0216.GEOID18 height accuracy estimate available here.
 MN0216
 MN0216.Click photographs - Photos may exist for this station.
 MN0216
 MN0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0216
 MN0216.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0216
 MN0216.The ellipsoidal height was determined by GPS observations
 MN0216.and is referenced to NAD 83.
 MN0216
 MN0216.The dynamic height is computed by dividing the NAVD 88
 MN0216.geopotential number by the normal gravity value computed on the
 MN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0216.degrees latitude (g = 980.6199 gals.).
 MN0216
 MN0216.The modeled gravity was interpolated from observed gravity values.
 MN0216
 MN0216. The following values were computed from the NAD 83(2011) position.
 MN0216
 MN0216;                    North         East     Units Scale Factor Converg.
 MN0216;SPC NE       -   159,441.197   217,824.587   MT  0.99967098   -2 13 52.7
 MN0216;SPC NE       -   523,099.99    714,646.17   sFT  0.99967098   -2 13 52.7
 MN0216;UTM  13      - 4,564,455.741   636,882.641   MT  0.99983060   +1 04 34.4
 MN0216
 MN0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0216!SPC NE       -   0.99979080  x   0.99967098  =   0.99946185
 MN0216!UTM  13      -   0.99979080  x   0.99983060  =   0.99962144
 MN0216
 MN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3688264455(NAD 83)
 MN0216
 MN0216                          SUPERSEDED SURVEY CONTROL
 MN0216
 MN0216  NAD 83(2007)-  41 13 11.69334(N)    103 22 01.20678(W) AD(2002.00) 0
 MN0216  ELLIP H (02/10/07) 1334.011  (m)                       GP(2002.00)    
 MN0216  ELLIP H (07/10/01) 1333.987  (m)                       GP(       ) 4 1
 MN0216  NAD 83(1995)-  41 13 11.69280(N)    103 22 01.20661(W) AD(       ) B
 MN0216  ELLIP H (06/25/96) 1334.033  (m)                       GP(       ) 1 1
 MN0216  ELLIP H (01/07/93) 1334.264  (m)                       GP(       ) 4 2
 MN0216  NAD 83(1986)-  41 13 11.68453(N)    103 22 01.20886(W) AD(       ) 1
 MN0216  NAVD 88            1353.26   (m)         4439.8    (f) LEVELING    3  
 MN0216  NGVD 29 (??/??/92) 1352.606  (m)         4437.67   (f) ADJ UNCH    2 0
 MN0216  NGVD 29 (02/23/90) 1353.     (m)  RAPSU86  model used  GPS OBS        
 MN0216
 MN0216.Superseded values are not recommended for survey control.
 MN0216
 MN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0216.See file dsdata.pdf to determine how the superseded data were derived.
 MN0216
 MN0216_MARKER: DB = BENCH MARK DISK
 MN0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0216_STAMPING: T 76 1934
 MN0216_MARK LOGO: CGS
 MN0216_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0216+STABILITY: SURFACE MOTION
 MN0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0216+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2010
 MN0216
 MN0216  HISTORY     - Date     Condition        Report By
 MN0216  HISTORY     - 1934     MONUMENTED       CGS
 MN0216  HISTORY     - 19890707 GOOD             NGS
 MN0216  HISTORY     - 19950515 GOOD             NGS
 MN0216  HISTORY     - 20000510 GOOD             NGS
 MN0216  HISTORY     - 20101102 GOOD             NEGS
 MN0216
 MN0216                          STATION DESCRIPTION
 MN0216
 MN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0216'2.7 MI W FROM POTTER.
 MN0216'2.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0216'AT POTTER, CHEYENNE COUNTY, 136 FEET WEST OF MILEPOST 429, 72.8
 MN0216'FEET SOUTH OF THE SOUTH RAIL, 25.4 FEET NORTH OF A FENCE, AND
 MN0216'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0216'T 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0216
 MN0216                          STATION RECOVERY (1989)
 MN0216
 MN0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0216'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST OF DIX, 4 KM
 MN0216'(2.50 MI) WEST OF POTTER, 0.76 KM (0.45 MI) EAST OF THE
 MN0216'CHEYENNE-KIMBALL COUNTY LINE, IN A WIDE GRASSY MEDIAN SEPERATING A
 MN0216'RAILROAD TRACK AND U. S. HIGHWAY 30.  OWNERSHIP--NE DEPT OF RAODS.
 MN0216'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 30 AND STATE ROUTE
 MN0216'17B LINK IN POTTER, GO WEST ON U.S. HIGHWAY 30 FOR 3.46 KM (2.15 MI)
 MN0216'TO A GRAVEL CROSSROAD.  CONTINUE WEST ON HIGHWAY 30 FOR 0.88 KM
 MN0216'(0.55 MI) TO THE STATION ON THE RIGHT.
 MN0216'THE STATION MARK IS SET 38.7 M (127.0 FT) EAST OF A US TELECON
 MN0216'UNDERGROUND CABLE WARNING POST --NE 01 6938--, 33.5 M (109.9 FT) NORTH
 MN0216'OF THE HIGHWAY CENTERLINE, 22.2 M (72.8 FT) SOUTH OF THE SOUTH RAIL OF
 MN0216'THE SOUTH SET OF RAILROAD TRACKS, 0.1 M (0.3 FT) SOUTHEAST OF A
 MN0216'WITNESS POST AND LEVEL WITH THE HIGHWAY.
 MN0216'DESCRIBED BY G.R.HEID, VERIFIED BY R.D. BALL, TYPED BY E.A.RICE.
 MN0216
 MN0216                          STATION RECOVERY (1995)
 MN0216
 MN0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0216'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF DIX, 2.75 MI (4.43
 MN0216'KM) WEST OF POTTER, 0.15 MI (0.24 KM) NORTH OF INTERSTATE HIGHWAY 80,
 MN0216'BETWEEN U.S. HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, ON THE NORTH
 MN0216'RIGHT-OF-WAY OF U.S. HIGHWAY 30, ABOUT 150 FT (45.7 M) SOUTHWEST OF
 MN0216'RAILROAD MILEPOST 429 AND NEAR THE NORTH 1/4 CORNER OF SEC2, T14N,
 MN0216'R53W.  TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 17B LINK AND
 MN0216'U.S. HIGHWAY 30 AT POTTER, GO WEST ON HIGHWAY 30 FOR 2.2 MI (3.5 KM)
 MN0216'TO A GRAVELED CROSSROAD, COUNTY ROAD 73.  CONTINUE WEST ON THE HIGHWAY
 MN0216'FOR 0.55 MI (0.89 KM) TO THE MARK ON THE RIGHT. THE DISK IS SET INTO
 MN0216'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 MN0216'IT IS 126.6 FT (38.6 M) EAST OF A U.S. SPRINT BURIED CABLE WARNING
 MN0216'POST NUMBERED NE 01 8726, 110.0 FT (33.5 M) NORTH FROM THE CENTERLINE
 MN0216'OF THE HIGHWAY, 72.6 FT (22.1 M) SOUTH OF THE SOUTH RAIL OF A DOUBLE
 MN0216'SET OF TRACKS, 2.5 FT (0.8 M) SOUTH OF A WITNESS POST AND SURROUNDED
 MN0216'BY 3 METAL POSTS THAT PROJECT 5.0 FT (1.5 M) ABOVE THE GROUND.  REBAR
 MN0216'WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 MN0216
 MN0216                          STATION RECOVERY (2000)
 MN0216
 MN0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MN0216'RECOVERED AS DESCRIBED.
 MN0216
 MN0216                          STATION RECOVERY (2010)
 MN0216
 MN0216'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 MN0216'MARK RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0559 ***********************************************************************
 MK0559  DESIGNATION -  T 77
 MK0559  PID         -  MK0559
 MK0559  STATE/COUNTY-  NE/DOUGLAS
 MK0559  COUNTRY     -  US
 MK0559  USGS QUAD   -  ELKHORN (2017)
 MK0559
 MK0559                         *CURRENT SURVEY CONTROL
 MK0559  ______________________________________________________________________
 MK0559* NAD 83(1986) POSITION- 41 16 31.     (N) 096 12 16.     (W)   SCALED
 MK0559* NAVD 88 ORTHO HEIGHT -   344.023 (meters)     1128.68  (feet) ADJUSTED
 MK0559  ______________________________________________________________________
 MK0559  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 MK0559  DYNAMIC HEIGHT  -        343.869 (meters)     1128.18  (feet) COMP
 MK0559  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 MK0559
 MK0559  VERT ORDER      -  SECOND    CLASS 0
 MK0559
 MK0559.The horizontal coordinates were scaled from a map and have
 MK0559.an estimated accuracy of +/- 6 seconds.
 MK0559
 MK0559.The orthometric height was determined by differential leveling and
 MK0559.adjusted by the NATIONAL GEODETIC SURVEY
 MK0559.in June 1991.
 MK0559
 MK0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0559.GEOID18 height accuracy estimate available here.
 MK0559
 MK0559.Click photographs - Photos may exist for this station.
 MK0559
 MK0559.The dynamic height is computed by dividing the NAVD 88
 MK0559.geopotential number by the normal gravity value computed on the
 MK0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0559.degrees latitude (g = 980.6199 gals.).
 MK0559
 MK0559.The modeled gravity was interpolated from observed gravity values.
 MK0559
 MK0559;                    North         East    Units  Estimated Accuracy
 MK0559;SPC NE       -   167,070.      817,800.      MT  (+/- 180 meters Scaled)
 MK0559
 MK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341730(NAD 83)
 MK0559
 MK0559                          SUPERSEDED SURVEY CONTROL
 MK0559
 MK0559  NGVD 29 (??/??/92)  343.912  (m)         1128.32   (f) ADJ UNCH    2 0
 MK0559
 MK0559.Superseded values are not recommended for survey control.
 MK0559
 MK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0559.See file dsdata.pdf to determine how the superseded data were derived.
 MK0559
 MK0559_MARKER: DB = BENCH MARK DISK
 MK0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0559_STAMPING: T 77 1934
 MK0559_MARK LOGO: CGS
 MK0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0559+STABILITY: SURFACE MOTION
 MK0559
 MK0559  HISTORY     - Date     Condition        Report By
 MK0559  HISTORY     - 1934     MONUMENTED       CGS
 MK0559  HISTORY     - 1947     GOOD             CGS
 MK0559  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0559
 MK0559                          STATION DESCRIPTION
 MK0559
 MK0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0559'1.7 MI E FROM ELKHORN.
 MK0559'1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0559'AT ELKHORN, DOUGLAS COUNTY, 31 FEET EAST OF MILEPOST 20, 28 FEET
 MK0559'SOUTH OF THE SOUTH RAIL OF THE TRACK, AND 3 FEET NORTH OF A
 MK0559'FENCE.  A STANDARD DISK, STAMPED T 77 1934 AND SET IN THE TOP
 MK0559'OF A CONCRETE POST.
 MK0559
 MK0559                          STATION RECOVERY (1976)
 MK0559
 MK0559'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0698 ***********************************************************************
 MK0698  DESIGNATION -  T 79
 MK0698  PID         -  MK0698
 MK0698  STATE/COUNTY-  NE/SAUNDERS
 MK0698  COUNTRY     -  US
 MK0698  USGS QUAD   -  ASHLAND EAST (2017)
 MK0698
 MK0698                         *CURRENT SURVEY CONTROL
 MK0698  ______________________________________________________________________
 MK0698* NAD 83(1986) POSITION- 41 02 17.     (N) 096 21 35.     (W)   SCALED
 MK0698* NAVD 88 ORTHO HEIGHT -   332.135 (meters)     1089.68  (feet) ADJUSTED
 MK0698  ______________________________________________________________________
 MK0698  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 MK0698  DYNAMIC HEIGHT  -        331.999 (meters)     1089.23  (feet) COMP
 MK0698  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 MK0698
 MK0698  VERT ORDER      -  SECOND    CLASS 0
 MK0698
 MK0698.The horizontal coordinates were scaled from a map and have
 MK0698.an estimated accuracy of +/- 6 seconds.
 MK0698
 MK0698.The orthometric height was determined by differential leveling and
 MK0698.adjusted by the NATIONAL GEODETIC SURVEY
 MK0698.in June 1991.
 MK0698
 MK0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0698.GEOID18 height accuracy estimate available here.
 MK0698
 MK0698.Click photographs - Photos may exist for this station.
 MK0698
 MK0698.The dynamic height is computed by dividing the NAVD 88
 MK0698.geopotential number by the normal gravity value computed on the
 MK0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0698.degrees latitude (g = 980.6199 gals.).
 MK0698
 MK0698.The modeled gravity was interpolated from observed gravity values.
 MK0698
 MK0698;                    North         East    Units  Estimated Accuracy
 MK0698;SPC NE       -   140,200.      805,910.      MT  (+/- 180 meters Scaled)
 MK0698
 MK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL219463(NAD 83)
 MK0698
 MK0698                          SUPERSEDED SURVEY CONTROL
 MK0698
 MK0698  NGVD 29 (??/??/92)  332.032  (m)         1089.34   (f) ADJ UNCH    2 0
 MK0698
 MK0698.Superseded values are not recommended for survey control.
 MK0698
 MK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0698.See file dsdata.pdf to determine how the superseded data were derived.
 MK0698
 MK0698_MARKER: DB = BENCH MARK DISK
 MK0698_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK0698_SP_SET: WATER SPOUT BASE
 MK0698_STAMPING: T 79 1935
 MK0698_MARK LOGO: CGS
 MK0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0698+STABILITY: SURFACE MOTION
 MK0698
 MK0698  HISTORY     - Date     Condition        Report By
 MK0698  HISTORY     - 1935     MONUMENTED       CGS
 MK0698  HISTORY     - 1950     GOOD             CGS
 MK0698  HISTORY     - 20080514 MARK NOT FOUND   NEDR
 MK0698
 MK0698                          STATION DESCRIPTION
 MK0698
 MK0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0698'AT ASHLAND.
 MK0698'AT ASHLAND, 118 FEET NORTHEAST OF THE EAST CORNER OF THE CHICAGO,
 MK0698'BURLINGTON AND QUINCY RAILROAD STATION, 17.9 FEET SOUTHEAST OF
 MK0698'THE SOUTHEAST RAIL OF THE MOST NORTHWESTERLY TRACK, 7.8 FEET
 MK0698'NORTHWEST OF THE NORTHWEST RAIL OF THE MOST SOUTHEASTERLY TRACK,
 MK0698'32.4 FEET WEST OF THE SOUTH CORNER OF BRIDGE 35.24, SET IN THE
 MK0698'TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF A WATER SPOUT.
 MK0698
 MK0698                          STATION RECOVERY (2008)
 MK0698
 MK0698'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (JPC)
 MK0698'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0231 ***********************************************************************
 MM0231  DESIGNATION -  T 8
 MM0231  PID         -  MM0231
 MM0231  STATE/COUNTY-  NE/KEITH
 MM0231  COUNTRY     -  US
 MM0231  USGS QUAD   -  BRULE (2017)
 MM0231
 MM0231                         *CURRENT SURVEY CONTROL
 MM0231  ______________________________________________________________________
 MM0231* NAD 83(1986) POSITION- 41 04 44.5    (N) 101 59 19.7    (W)   HD_HELD2
 MM0231* NAVD 88 ORTHO HEIGHT -  1014.477 (meters)     3328.33  (feet) ADJUSTED
 MM0231  ______________________________________________________________________
 MM0231  GEOID HEIGHT    -        -20.711 (meters)                     GEOID18
 MM0231  DYNAMIC HEIGHT  -       1013.835 (meters)     3326.22  (feet) COMP
 MM0231  MODELED GRAVITY -    979,956.8   (mgal)                       NAVD 88
 MM0231
 MM0231  VERT ORDER      -  FIRST     CLASS II
 MM0231
 MM0231.The horizontal coordinates were established by autonomous hand held GPS
 MM0231.observations and have an estimated accuracy of +/- 10 meters.
 MM0231
 MM0231.The orthometric height was determined by differential leveling and
 MM0231.adjusted by the NATIONAL GEODETIC SURVEY
 MM0231.in June 1991.
 MM0231
 MM0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0231.GEOID18 height accuracy estimate available here.
 MM0231
 MM0231.Click photographs - Photos may exist for this station.
 MM0231
 MM0231.The dynamic height is computed by dividing the NAVD 88
 MM0231.geopotential number by the normal gravity value computed on the
 MM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0231.degrees latitude (g = 980.6199 gals.).
 MM0231
 MM0231.The modeled gravity was interpolated from observed gravity values.
 MM0231
 MM0231;                    North         East    Units  Estimated Accuracy
 MM0231;SPC NE       -   140,226.      332,939.      MT  (+/- 10 meters HH2 GPS)
 MM0231
 MM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL4892151835(NAD 83)
 MM0231
 MM0231                          SUPERSEDED SURVEY CONTROL
 MM0231
 MM0231  NGVD 29 (02/14/92) 1014.028  (m)         3326.86   (f) ADJUSTED    1 2
 MM0231  NGVD 29 (??/??/87) 1014.035  (m)         3326.88   (f) SUPERSEDED  1 2
 MM0231
 MM0231.Superseded values are not recommended for survey control.
 MM0231
 MM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0231.See file dsdata.pdf to determine how the superseded data were derived.
 MM0231
 MM0231_MARKER: DB = BENCH MARK DISK
 MM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0231_STAMPING: T 8 1933
 MM0231_MARK LOGO: CGS
 MM0231_PROJECTION: RECESSED 5 CENTIMETERS
 MM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0231+STABILITY: SURFACE MOTION
 MM0231
 MM0231  HISTORY     - Date     Condition        Report By
 MM0231  HISTORY     - 1933     MONUMENTED       CGS
 MM0231  HISTORY     - 1941     GOOD             CGS
 MM0231  HISTORY     - 1985     GOOD             DMA
 MM0231  HISTORY     - 1986     GOOD             NGS
 MM0231
 MM0231                          STATION DESCRIPTION
 MM0231
 MM0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0231'4.6 MI E FROM BIG SPRINGS.
 MM0231'IN KEITH COUNTY, ABOUT 4.6 MILES EAST ALONG THE UNION PACIFIC
 MM0231'RAILROAD FROM BIG SPRINGS, DEUEL COUNTY, ABOUT 14 POLES WEST OF
 MM0231'MILEPOST 349, ABOUT 3-1/2 RAILS WEST OF THE WEST SWITCH AT
 MM0231'MEGEATH SIDING, AT A PRIVATE-ROAD CROSSING, 46 FEET EAST OF THE
 MM0231'CENTER LINE OF THE ROAD, 42.7 FEET NORTH OF THE NORTH RAIL OF
 MM0231'THE NORTH MAIN TRACK, 83 FEET SOUTH OF THE CENTER LINE OF U.S.
 MM0231'HIGHWAY 30, 13.5 FEET EAST OF THE EAST FENCE ALONG THE ROAD, AND
 MM0231'5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0231'STAMPED 3326.880 T 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0231'PROJECTING 3 INCHES ABOVE GROUND.
 MM0231
 MM0231                          STATION RECOVERY (1941)
 MM0231
 MM0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MM0231'RECOVERED IN GOOD CONDITION.
 MM0231
 MM0231                          STATION RECOVERY (1985)
 MM0231
 MM0231'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0231'TO REACH ADEQUATE, BUT SUGGEST FOLLOWING CHANGE: (LINE SIX OF DESC),
 MM0231''83 FEET SOUTH OF THE CENTERLINE OF DIRT ROAD.' (U.S. HIGHWAY 30 IS
 MM0231'APPROXIMATELY ONE MILE NORTH OF THE MARK)
 MM0231
 MM0231                          STATION RECOVERY (1986)
 MM0231
 MM0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 MM0231'MI) EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF 25 B IN BIG SPRINGS,
 MM0231'0.30 METER (1 FT) SOUTH OF A WITNESS POST.
 MM0231'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0231'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0500 ***********************************************************************
 LG0500  DESIGNATION -  T 80
 LG0500  PID         -  LG0500
 LG0500  STATE/COUNTY-  NE/SEWARD
 LG0500  COUNTRY     -  US
 LG0500  USGS QUAD   -  MILFORD (2017)
 LG0500
 LG0500                         *CURRENT SURVEY CONTROL
 LG0500  ______________________________________________________________________
 LG0500* NAD 83(1986) POSITION- 40 46 26.99   (N) 097 01 17.53   (W)   HD_HELD1
 LG0500* NAVD 88 ORTHO HEIGHT -   439.209 (meters)     1440.97  (feet) ADJUSTED
 LG0500  ______________________________________________________________________
 LG0500  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 LG0500  DYNAMIC HEIGHT  -        438.969 (meters)     1440.18  (feet) COMP
 LG0500  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 LG0500
 LG0500  VERT ORDER      -  SECOND    CLASS 0
 LG0500
 LG0500.The horizontal coordinates were determined by differentially corrected
 LG0500.hand held GPS observations or other comparable positioning techniques
 LG0500.and have an estimated accuracy of +/- 3 meters.
 LG0500
 LG0500.The orthometric height was determined by differential leveling and
 LG0500.adjusted by the NATIONAL GEODETIC SURVEY
 LG0500.in June 1991.
 LG0500
 LG0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0500.GEOID18 height accuracy estimate available here.
 LG0500
 LG0500.Click photographs - Photos may exist for this station.
 LG0500
 LG0500.The dynamic height is computed by dividing the NAVD 88
 LG0500.geopotential number by the normal gravity value computed on the
 LG0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0500.degrees latitude (g = 980.6199 gals.).
 LG0500
 LG0500.The modeled gravity was interpolated from observed gravity values.
 LG0500
 LG0500;                    North         East    Units  Estimated Accuracy
 LG0500;SPC NE       -   108,788.1     751,331.8     MT  (+/- 3 meters HH1 GPS) 
 LG0500
 LG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6696315570(NAD 83)
 LG0500
 LG0500                          SUPERSEDED SURVEY CONTROL
 LG0500
 LG0500  NGVD 29 (??/??/92)  439.025  (m)         1440.37   (f) ADJ UNCH    2 0
 LG0500
 LG0500.Superseded values are not recommended for survey control.
 LG0500
 LG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0500.See file dsdata.pdf to determine how the superseded data were derived.
 LG0500
 LG0500_MARKER: DB = BENCH MARK DISK
 LG0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0500_STAMPING: T 80 1935
 LG0500_MARK LOGO: CGS
 LG0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0500+STABILITY: SURFACE MOTION
 LG0500
 LG0500  HISTORY     - Date     Condition        Report By
 LG0500  HISTORY     - 1935     MONUMENTED       CGS
 LG0500  HISTORY     - 1939     GOOD             CGS
 LG0500  HISTORY     - 20010723 GOOD             NEDR
 LG0500  HISTORY     - 20100426 GOOD             INDIV
 LG0500
 LG0500                          STATION DESCRIPTION
 LG0500
 LG0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0500'1.4 MI E FROM MILFORD.
 LG0500'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0500'FROM THE STATION AT MILFORD, SEWARD COUNTY, 500 FEET NORTHEAST
 LG0500'OF A SOLDIERS AND SAILORS HOME, SOUTHEAST OF A SIDETRACK LEADING
 LG0500'TO THE HOME, 162.7 FEET SOUTHWEST OF A SWITCH STAND, 65 FEET
 LG0500'NORTH OF THE CENTER LINE OF A COUNTY ROAD, 57.8 FEET SOUTH OF
 LG0500'THE SOUTH RAIL OF THE MAIN TRACK, 9.4 FEET NORTH OF A
 LG0500'POWER-TRANSMISSION LINE POLE, AND ABOUT 10 FEET HIGHER THAN
 LG0500'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED T 80 1935 AND
 LG0500'SET IN THE TOP OF A CONCRETE POST.
 LG0500
 LG0500                          STATION RECOVERY (1939)
 LG0500
 LG0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LG0500'RECOVERED IN GOOD CONDITION.
 LG0500
 LG0500                          STATION RECOVERY (2001)
 LG0500
 LG0500'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (LB)
 LG0500'FROM HIGHWAY 6 AND 1ST STREET NEAR RAILROAD OVERPASS AT EAST EDGE OF
 LG0500'MILFORD, GO NORTH ON HIGHWAY 6, 0.26 MILE (0.42 KM) TO INTERSECTION OF
 LG0500'SUNRISE RD AND HIGHWAY 6, TURN RIGHT (EASTERLY) GO 1.35 MILE (2.17 KM)
 LG0500'TO BENCH MARK, 1.25 FT SOUTHEST OF CARSONITE POST, AND 63.0 FT NORTH
 LG0500'OF CENTERLINE OF SUNRISE ROAD.
 LG0500
 LG0500                          STATION RECOVERY (2010)
 LG0500
 LG0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG0500'REAL TIME NETWORK GPS OBSERVATION.
 LG0500'40 46'26.994''N     97 01'17.529''W
 LG0500'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0959 ***********************************************************************
 MK0959  DESIGNATION -  T 81
 MK0959  PID         -  MK0959
 MK0959  STATE/COUNTY-  NE/SAUNDERS
 MK0959  COUNTRY     -  US
 MK0959  USGS QUAD   -  WAHOO WEST (2017)
 MK0959
 MK0959                         *CURRENT SURVEY CONTROL
 MK0959  ______________________________________________________________________
 MK0959* NAD 83(1986) POSITION- 41 12 19.85   (N) 096 40 42.19   (W)   HD_HELD1
 MK0959* NAVD 88 ORTHO HEIGHT -   375.503 (meters)     1231.96  (feet) ADJUSTED
 MK0959  ______________________________________________________________________
 MK0959  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 MK0959  DYNAMIC HEIGHT  -        375.323 (meters)     1231.37  (feet) COMP
 MK0959  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 MK0959
 MK0959  VERT ORDER      -  SECOND    CLASS 0
 MK0959
 MK0959.The horizontal coordinates were determined by differentially corrected
 MK0959.hand held GPS observations or other comparable positioning techniques
 MK0959.and have an estimated accuracy of +/- 3 meters.
 MK0959
 MK0959.The orthometric height was determined by differential leveling and
 MK0959.adjusted by the NATIONAL GEODETIC SURVEY
 MK0959.in June 1991.
 MK0959
 MK0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0959.GEOID18 height accuracy estimate available here.
 MK0959
 MK0959.Click photographs - Photos may exist for this station.
 MK0959
 MK0959.The dynamic height is computed by dividing the NAVD 88
 MK0959.geopotential number by the normal gravity value computed on the
 MK0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0959.degrees latitude (g = 980.6199 gals.).
 MK0959
 MK0959.The modeled gravity was interpolated from observed gravity values.
 MK0959
 MK0959;                    North         East    Units  Estimated Accuracy
 MK0959;SPC NE       -   157,696.4     778,434.9     MT  (+/- 3 meters HH1 GPS) 
 MK0959
 MK0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9465064170(NAD 83)
 MK0959
 MK0959                          SUPERSEDED SURVEY CONTROL
 MK0959
 MK0959  NGVD 29 (??/??/92)  375.349  (m)         1231.46   (f) ADJ UNCH    2 0
 MK0959
 MK0959.Superseded values are not recommended for survey control.
 MK0959
 MK0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0959.See file dsdata.pdf to determine how the superseded data were derived.
 MK0959
 MK0959_MARKER: DB = BENCH MARK DISK
 MK0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0959_STAMPING: T 81 1935
 MK0959_MARK LOGO: CGS
 MK0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0959+STABILITY: SURFACE MOTION
 MK0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0959+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2020
 MK0959
 MK0959  HISTORY     - Date     Condition        Report By
 MK0959  HISTORY     - 1935     MONUMENTED       CGS
 MK0959  HISTORY     - 1968     POOR             CGS
 MK0959  HISTORY     - 1984     GOOD             LOCSUR
 MK0959  HISTORY     - 20200225 GOOD             NEGS
 MK0959
 MK0959                          STATION DESCRIPTION
 MK0959
 MK0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0959'3.2 MI W FROM WAHOO.
 MK0959'3.2 MILES WEST OF POST OFFICE BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0959'HIGHWAY NUMBER 16 BETWEEN WAHOO AND BRAINARD, NEAR A CROSS ROAD,
 MK0959'IN THE NORTHEAST CORNER OF A FIELD.  58.2 FEET SOUTH WEST OF
 MK0959'CENTER OF ROAD INTERSECTION, 46.3 FEET SOUTH OF CENTER LINE OF
 MK0959'HIGHWAY 16, 31.3 FEET WEST OF CENTER LINE OF COUNTY ROAD, AND
 MK0959'5.4 FEET SOUTHWEST OF TELEPHONE POLE.
 MK0959
 MK0959                          STATION RECOVERY (1968)
 MK0959
 MK0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0959'MARK RECOVERED IN POOR CONDITION.
 MK0959
 MK0959                          STATION RECOVERY (1984)
 MK0959
 MK0959'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0959'RECOVERED IN GOOD CONDITION.
 MK0959
 MK0959                          STATION RECOVERY (2020)
 MK0959
 MK0959'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 MK0959'TO REACH FROM THE INTERSECTION OF HIGHWAY 777 AND HIGHWAY 92,
 MK0959'SOUTHWEST OF WAHOO, NE., PROCEED WEST ON HIGHWAY 92 APPROXIMATELY 2.2
 MK0959'MI (3.5 KM) TO THE INTERSECTION OF HIGHWAY 92 AND CO ROAD 20.
 MK0959'
 MK0959'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION NEAR
 MK0959'MILE POST 444+76 FOR HIGHWAY 92, 7.2 FT (2.2 M) EAST-NORTHEAST FROM A
 MK0959'NAIL ATOP OF A FENCE CORNER POST AND 0.75 FT (23 CM) SOUTH OF A
 MK0959'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0931 ***********************************************************************
 MK0931  DESIGNATION -  T 82
 MK0931  PID         -  MK0931
 MK0931  STATE/COUNTY-  NE/SAUNDERS
 MK0931  COUNTRY     -  US
 MK0931  USGS QUAD   -  WAHOO EAST (2017)
 MK0931
 MK0931                         *CURRENT SURVEY CONTROL
 MK0931  ______________________________________________________________________
 MK0931* NAD 83(1986) POSITION- 41 09 06.     (N) 096 36 24.     (W)   SCALED
 MK0931* NAVD 88 ORTHO HEIGHT -   382.037 (meters)     1253.40  (feet) ADJUSTED
 MK0931  ______________________________________________________________________
 MK0931  GEOID HEIGHT    -        -26.841 (meters)                     GEOID18
 MK0931  DYNAMIC HEIGHT  -        381.855 (meters)     1252.80  (feet) COMP
 MK0931  MODELED GRAVITY -    980,137.7   (mgal)                       NAVD 88
 MK0931
 MK0931  VERT ORDER      -  SECOND    CLASS 0
 MK0931
 MK0931.The horizontal coordinates were scaled from a map and have
 MK0931.an estimated accuracy of +/- 6 seconds.
 MK0931
 MK0931.The orthometric height was determined by differential leveling and
 MK0931.adjusted by the NATIONAL GEODETIC SURVEY
 MK0931.in June 1991.
 MK0931
 MK0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0931.GEOID18 height accuracy estimate available here.
 MK0931
 MK0931.Click photographs - Photos may exist for this station.
 MK0931
 MK0931.The dynamic height is computed by dividing the NAVD 88
 MK0931.geopotential number by the normal gravity value computed on the
 MK0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0931.degrees latitude (g = 980.6199 gals.).
 MK0931
 MK0931.The modeled gravity was interpolated from observed gravity values.
 MK0931
 MK0931;                    North         East    Units  Estimated Accuracy
 MK0931;SPC NE       -   151,960.      784,680.      MT  (+/- 180 meters Scaled)
 MK0931
 MK0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL008583(NAD 83)
 MK0931
 MK0931                          SUPERSEDED SURVEY CONTROL
 MK0931
 MK0931  NGVD 29 (??/??/92)  381.896  (m)         1252.94   (f) ADJ UNCH    2 0
 MK0931
 MK0931.Superseded values are not recommended for survey control.
 MK0931
 MK0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0931.See file dsdata.pdf to determine how the superseded data were derived.
 MK0931
 MK0931_MARKER: DB = BENCH MARK DISK
 MK0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0931_STAMPING: T 82 1935
 MK0931_MARK LOGO: CGS
 MK0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0931+STABILITY: SURFACE MOTION
 MK0931
 MK0931  HISTORY     - Date     Condition        Report By
 MK0931  HISTORY     - 1935     MONUMENTED       CGS
 MK0931
 MK0931                          STATION DESCRIPTION
 MK0931
 MK0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0931'1.4 MI N FROM SWEDEBURG.
 MK0931'1.4 MILES NORTH OF SWEDEBURG BY RAIL.  ALONG THE CHICAGO AND
 MK0931'NORTH WESTERN RAILROAD BETWEEN LINCOLN AND WAHOO, NEBRASKA,
 MK0931'0.3 MILE NORTH OF ROAD CROSSING, 37.4 FEET WEST OF WEST RAIL,
 MK0931'26.7 FEET EAST OF FENCE.  210 FEET SOUTH OF MILEPOST 27.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0024 ***********************************************************************
 ML0024  DESIGNATION -  T 83
 ML0024  PID         -  ML0024
 ML0024  STATE/COUNTY-  NE/BOONE
 ML0024  COUNTRY     -  US
 ML0024  USGS QUAD   -  ELGIN (2017)
 ML0024
 ML0024                         *CURRENT SURVEY CONTROL
 ML0024  ______________________________________________________________________
 ML0024* NAD 83(1986) POSITION- 41 52 37.     (N) 098 03 52.     (W)   SCALED
 ML0024* NAVD 88 ORTHO HEIGHT -   587.384 (meters)     1927.11  (feet) ADJUSTED
 ML0024  ______________________________________________________________________
 ML0024  GEOID HEIGHT    -        -24.438 (meters)                     GEOID18
 ML0024  DYNAMIC HEIGHT  -        587.126 (meters)     1926.26  (feet) COMP
 ML0024  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 ML0024
 ML0024  VERT ORDER      -  SECOND    CLASS 0
 ML0024
 ML0024.The horizontal coordinates were scaled from a map and have
 ML0024.an estimated accuracy of +/- 6 seconds.
 ML0024
 ML0024.The orthometric height was determined by differential leveling and
 ML0024.adjusted by the NATIONAL GEODETIC SURVEY
 ML0024.in June 1991.
 ML0024
 ML0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0024.GEOID18 height accuracy estimate available here.
 ML0024
 ML0024.Click photographs - Photos may exist for this station.
 ML0024
 ML0024.The dynamic height is computed by dividing the NAVD 88
 ML0024.geopotential number by the normal gravity value computed on the
 ML0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0024.degrees latitude (g = 980.6199 gals.).
 ML0024
 ML0024.The modeled gravity was interpolated from observed gravity values.
 ML0024
 ML0024;                    North         East    Units  Estimated Accuracy
 ML0024;SPC NE       -   228,690.      660,610.      MT  (+/- 180 meters Scaled)
 ML0024
 ML0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM776365(NAD 83)
 ML0024
 ML0024                          SUPERSEDED SURVEY CONTROL
 ML0024
 ML0024  NGVD 29 (??/??/92)  587.153  (m)         1926.35   (f) ADJ UNCH    2 0
 ML0024
 ML0024.Superseded values are not recommended for survey control.
 ML0024
 ML0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0024.See file dsdata.pdf to determine how the superseded data were derived.
 ML0024
 ML0024_MARKER: DB = BENCH MARK DISK
 ML0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0024_STAMPING: T 83 1935
 ML0024_MARK LOGO: CGS
 ML0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0024+STABILITY: SURFACE MOTION
 ML0024
 ML0024  HISTORY     - Date     Condition        Report By
 ML0024  HISTORY     - 1935     MONUMENTED       CGS
 ML0024  HISTORY     - 1963     MARK NOT FOUND   CGS
 ML0024
 ML0024                          STATION DESCRIPTION
 ML0024
 ML0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0024'1.3 MI S FROM RAEVILLE.
 ML0024'1.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0024'FROM THE STATION AT RAEVILLE, BOONE COUNTY, 147 FEET SOUTHEAST
 ML0024'OF CULVERT D 216-1/2, 46.8 FEET SOUTHEAST OF A ROAD CROSSING,
 ML0024'18 FEET EAST OF THE CENTER LINE OF THE TRACK, 24 FEET WEST OF
 ML0024'A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 ML0024'DISK, STAMPED T 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0024
 ML0024                          STATION RECOVERY (1963)
 ML0024
 ML0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 ML0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1636 ***********************************************************************
 MK1636  DESIGNATION -  T 84
 MK1636  PID         -  MK1636
 MK1636  STATE/COUNTY-  NE/PLATTE
 MK1636  COUNTRY     -  US
 MK1636  USGS QUAD   -  LINDSAY (2017)
 MK1636
 MK1636                         *CURRENT SURVEY CONTROL
 MK1636  ______________________________________________________________________
 MK1636* NAD 83(1986) POSITION- 41 41 07.     (N) 097 40 03.     (W)   SCALED
 MK1636* NAVD 88 ORTHO HEIGHT -   520.877 (meters)     1708.91  (feet) ADJUSTED
 MK1636  ______________________________________________________________________
 MK1636  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 MK1636  DYNAMIC HEIGHT  -        520.655 (meters)     1708.18  (feet) COMP
 MK1636  MODELED GRAVITY -    980,179.0   (mgal)                       NAVD 88
 MK1636
 MK1636  VERT ORDER      -  SECOND    CLASS 0
 MK1636
 MK1636.The horizontal coordinates were scaled from a map and have
 MK1636.an estimated accuracy of +/- 6 seconds.
 MK1636
 MK1636.The orthometric height was determined by differential leveling and
 MK1636.adjusted by the NATIONAL GEODETIC SURVEY
 MK1636.in June 1991.
 MK1636
 MK1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1636.GEOID18 height accuracy estimate available here.
 MK1636
 MK1636.Click photographs - Photos may exist for this station.
 MK1636
 MK1636.The dynamic height is computed by dividing the NAVD 88
 MK1636.geopotential number by the normal gravity value computed on the
 MK1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1636.degrees latitude (g = 980.6199 gals.).
 MK1636
 MK1636.The modeled gravity was interpolated from observed gravity values.
 MK1636
 MK1636;                    North         East    Units  Estimated Accuracy
 MK1636;SPC NE       -   208,230.      694,110.      MT  (+/- 180 meters Scaled)
 MK1636
 MK1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM108156(NAD 83)
 MK1636
 MK1636                          SUPERSEDED SURVEY CONTROL
 MK1636
 MK1636  NGVD 29 (??/??/92)  520.676  (m)         1708.25   (f) ADJ UNCH    2 0
 MK1636
 MK1636.Superseded values are not recommended for survey control.
 MK1636
 MK1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1636.See file dsdata.pdf to determine how the superseded data were derived.
 MK1636
 MK1636_MARKER: DB = BENCH MARK DISK
 MK1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1636_STAMPING: T 84 1935
 MK1636_MARK LOGO: CGS
 MK1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1636+STABILITY: SURFACE MOTION
 MK1636
 MK1636  HISTORY     - Date     Condition        Report By
 MK1636  HISTORY     - 1935     MONUMENTED       CGS
 MK1636  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1636
 MK1636                          STATION DESCRIPTION
 MK1636
 MK1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1636'1.7 MI SE FROM LINDSAY.
 MK1636'1.7 MILES SOUTHEAST OF LINDSAY ALONG THE CHICAGO AND NORTH
 MK1636'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, 79.5 FEET NORTHEAST
 MK1636'OF CULVERT NO. D-138 4/5, 45.2 FEET NORTH OF THE NORTH RAIL,
 MK1636'28 FEET NORTH OF FENCE.  NOTE-- RR TRACK HAD BEEN REMOVED.
 MK1636'THIS LOCATION IS NOW NOTHING MORE THAN WASTE LAND.  BM MAY STILL
 MK1636'BE THERE, BUT NOTHING TO GO BY TO FIND IT.
 MK1636
 MK1636                          STATION RECOVERY (1965)
 MK1636
 MK1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1636'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0072 ***********************************************************************
 ML0072  DESIGNATION -  T 85
 ML0072  PID         -  ML0072
 ML0072  STATE/COUNTY-  NE/BOONE
 ML0072  COUNTRY     -  US
 ML0072  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0072
 ML0072                         *CURRENT SURVEY CONTROL
 ML0072  ______________________________________________________________________
 ML0072* NAD 83(1986) POSITION- 41 33 32.     (N) 098 08 16.     (W)   SCALED
 ML0072* NAVD 88 ORTHO HEIGHT -   535.228 (meters)     1755.99  (feet) ADJUSTED
 ML0072  ______________________________________________________________________
 ML0072  GEOID HEIGHT    -        -24.620 (meters)                     GEOID18
 ML0072  DYNAMIC HEIGHT  -        534.981 (meters)     1755.18  (feet) COMP
 ML0072  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 ML0072
 ML0072  VERT ORDER      -  SECOND    CLASS 0
 ML0072
 ML0072.The horizontal coordinates were scaled from a map and have
 ML0072.an estimated accuracy of +/- 6 seconds.
 ML0072
 ML0072.The orthometric height was determined by differential leveling and
 ML0072.adjusted by the NATIONAL GEODETIC SURVEY
 ML0072.in June 1991.
 ML0072
 ML0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0072.GEOID18 height accuracy estimate available here.
 ML0072
 ML0072.Click photographs - Photos may exist for this station.
 ML0072
 ML0072.The dynamic height is computed by dividing the NAVD 88
 ML0072.geopotential number by the normal gravity value computed on the
 ML0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0072.degrees latitude (g = 980.6199 gals.).
 ML0072
 ML0072.The modeled gravity was interpolated from observed gravity values.
 ML0072
 ML0072;                    North         East    Units  Estimated Accuracy
 ML0072;SPC NE       -   193,250.      655,280.      MT  (+/- 180 meters Scaled)
 ML0072
 ML0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM718011(NAD 83)
 ML0072
 ML0072                          SUPERSEDED SURVEY CONTROL
 ML0072
 ML0072  NGVD 29 (??/??/92)  535.002  (m)         1755.25   (f) ADJ UNCH    2 0
 ML0072
 ML0072.Superseded values are not recommended for survey control.
 ML0072
 ML0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0072.See file dsdata.pdf to determine how the superseded data were derived.
 ML0072
 ML0072_MARKER: DB = BENCH MARK DISK
 ML0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0072_STAMPING: T 85 1935
 ML0072_MARK LOGO: CGS
 ML0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0072+STABILITY: SURFACE MOTION
 ML0072
 ML0072  HISTORY     - Date     Condition        Report By
 ML0072  HISTORY     - 1935     MONUMENTED       CGS
 ML0072  HISTORY     - 1954     MARK NOT FOUND   CGS
 ML0072  HISTORY     - 20110125 MARK NOT FOUND   NEDR
 ML0072
 ML0072                          STATION DESCRIPTION
 ML0072
 ML0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0072'0.5 MI E FROM CEDAR RAPIDS.
 ML0072'0.5 MILE EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0072'CEDAR RAPIDS, BOONE COUNTY, 0.2 MILE EAST OF A STEEL BRIDGE OVER
 ML0072'A CREEK, AT A CURVE IN THE HIGHWAY, 45.8 FEET EAST OF THE CENTER
 ML0072'LINE OF THE HIGHWAY, AND 3.2 FEET WEST OF A FENCE.  A STANDARD
 ML0072'DISK, STAMPED T 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0072
 ML0072                          STATION RECOVERY (1954)
 ML0072
 ML0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 ML0072'MARK NOT FOUND.
 ML0072
 ML0072                          STATION RECOVERY (2011)
 ML0072
 ML0072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2011 (DAK)
 ML0072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1198 ***********************************************************************
 MK1198  DESIGNATION -  T 86
 MK1198  PID         -  MK1198
 MK1198  STATE/COUNTY-  NE/PLATTE
 MK1198  COUNTRY     -  US
 MK1198  USGS QUAD   -  CRESTON (2017)
 MK1198
 MK1198                         *CURRENT SURVEY CONTROL
 MK1198  ______________________________________________________________________
 MK1198* NAD 83(1986) POSITION- 41 42 48.     (N) 097 17 30.     (W)   SCALED
 MK1198* NAVD 88 ORTHO HEIGHT -   512.262 (meters)     1680.65  (feet) ADJUSTED
 MK1198  ______________________________________________________________________
 MK1198  GEOID HEIGHT    -        -24.922 (meters)                     GEOID18
 MK1198  DYNAMIC HEIGHT  -        512.052 (meters)     1679.96  (feet) COMP
 MK1198  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 MK1198
 MK1198  VERT ORDER      -  SECOND    CLASS 0
 MK1198
 MK1198.The horizontal coordinates were scaled from a map and have
 MK1198.an estimated accuracy of +/- 6 seconds.
 MK1198
 MK1198.The orthometric height was determined by differential leveling and
 MK1198.adjusted by the NATIONAL GEODETIC SURVEY
 MK1198.in June 1991.
 MK1198
 MK1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1198.GEOID18 height accuracy estimate available here.
 MK1198
 MK1198.Click photographs - Photos may exist for this station.
 MK1198
 MK1198.The dynamic height is computed by dividing the NAVD 88
 MK1198.geopotential number by the normal gravity value computed on the
 MK1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1198.degrees latitude (g = 980.6199 gals.).
 MK1198
 MK1198.The modeled gravity was interpolated from observed gravity values.
 MK1198
 MK1198;                    North         East    Units  Estimated Accuracy
 MK1198;SPC NE       -   212,260.      725,280.      MT  (+/- 180 meters Scaled)
 MK1198
 MK1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM421193(NAD 83)
 MK1198
 MK1198                          SUPERSEDED SURVEY CONTROL
 MK1198
 MK1198  NGVD 29 (??/??/92)  512.073  (m)         1680.03   (f) ADJ UNCH    2 0
 MK1198
 MK1198.Superseded values are not recommended for survey control.
 MK1198
 MK1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1198.See file dsdata.pdf to determine how the superseded data were derived.
 MK1198
 MK1198_MARKER: DB = BENCH MARK DISK
 MK1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1198_STAMPING: T 86 1935
 MK1198_MARK LOGO: CGS
 MK1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1198+STABILITY: SURFACE MOTION
 MK1198
 MK1198  HISTORY     - Date     Condition        Report By
 MK1198  HISTORY     - 1935     MONUMENTED       CGS
 MK1198  HISTORY     - 1965     POOR             USGS
 MK1198
 MK1198                          STATION DESCRIPTION
 MK1198
 MK1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1198'2.9 MI W FROM LEIGH.
 MK1198'2.9 MILES WEST OF LEIGH.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1198'RAILROAD BETWEEN HUMPHREY AND HOOPER, 82.5 FEET NORTH OF POWER
 MK1198'LINE POLE, 74.7 FEET NORTH OF THE NORTH RAIL, 27.2 FEET WEST OF
 MK1198'THE CENTER LINE OF COUNTY ROAD, ON PRIVATE LAND, 1.6 FEET WEST
 MK1198'OF FENCE.  NOTE-- POST FOUND LOOSE IN GROUND, APPEARS TO BE
 MK1198'BROKEN IN GROUND.
 MK1198
 MK1198                          STATION RECOVERY (1965)
 MK1198
 MK1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1198'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1159 ***********************************************************************
 MK1159  DESIGNATION -  T 87
 MK1159  PID         -  MK1159
 MK1159  STATE/COUNTY-  NE/STANTON
 MK1159  COUNTRY     -  US
 MK1159  USGS QUAD   -  STANTON NE (2017)
 MK1159
 MK1159                         *CURRENT SURVEY CONTROL
 MK1159  ______________________________________________________________________
 MK1159* NAD 83(1986) POSITION- 41 54 08.     (N) 097 03 31.     (W)   SCALED
 MK1159* NAVD 88 ORTHO HEIGHT -   480.937 (meters)     1577.87  (feet) ADJUSTED
 MK1159  ______________________________________________________________________
 MK1159  GEOID HEIGHT    -        -24.927 (meters)                     GEOID18
 MK1159  DYNAMIC HEIGHT  -        480.751 (meters)     1577.26  (feet) COMP
 MK1159  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MK1159
 MK1159  VERT ORDER      -  SECOND    CLASS 0
 MK1159
 MK1159.The horizontal coordinates were scaled from a map and have
 MK1159.an estimated accuracy of +/- 6 seconds.
 MK1159
 MK1159.The orthometric height was determined by differential leveling and
 MK1159.adjusted by the NATIONAL GEODETIC SURVEY
 MK1159.in June 1991.
 MK1159
 MK1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1159.GEOID18 height accuracy estimate available here.
 MK1159
 MK1159.Click photographs - Photos may exist for this station.
 MK1159
 MK1159.The dynamic height is computed by dividing the NAVD 88
 MK1159.geopotential number by the normal gravity value computed on the
 MK1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1159.degrees latitude (g = 980.6199 gals.).
 MK1159
 MK1159.The modeled gravity was interpolated from observed gravity values.
 MK1159
 MK1159;                    North         East    Units  Estimated Accuracy
 MK1159;SPC NE       -   233,850.      743,940.      MT  (+/- 180 meters Scaled)
 MK1159
 MK1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM610407(NAD 83)
 MK1159
 MK1159                          SUPERSEDED SURVEY CONTROL
 MK1159
 MK1159  NGVD 29 (??/??/92)  480.761  (m)         1577.30   (f) ADJ UNCH    2 0
 MK1159
 MK1159.Superseded values are not recommended for survey control.
 MK1159
 MK1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1159.See file dsdata.pdf to determine how the superseded data were derived.
 MK1159
 MK1159_MARKER: DB = BENCH MARK DISK
 MK1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1159_STAMPING: T 87 1935
 MK1159_MARK LOGO: CGS
 MK1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1159+STABILITY: SURFACE MOTION
 MK1159
 MK1159  HISTORY     - Date     Condition        Report By
 MK1159  HISTORY     - 1935     MONUMENTED       CGS
 MK1159  HISTORY     - 1941     GOOD             CGS
 MK1159
 MK1159                          STATION DESCRIPTION
 MK1159
 MK1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1159'7.2 MI S FROM PILGER.
 MK1159'7.2 MILES SOUTH OF PILGER BY HIGHWAY.  ALONG STATE HIGHWAY NO.
 MK1159'15 BETWEEN SCHUYLER AND PILGER, AT A CROSS ROAD NEAR A LARGE
 MK1159'WHITE HOUSE NORTH OF THE COUNTY ROAD, 135 FEET SOUTH OF WHITE
 MK1159'HOUSE, 91.8 FEET SOUTHWEST OF ROAD INTERSECTION, 79.4 FEET SOUTH
 MK1159'OF THE CENTER LINE OF COUNTY ROAD, 31.4 FEET WEST OF THE CENTER
 MK1159'LINE OF HIGHWAY, 2.5 FEET EAST OF FENCE.
 MK1159
 MK1159                          STATION RECOVERY (1941)
 MK1159
 MK1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MK1159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0088 ***********************************************************************
 LG0088  DESIGNATION -  T 88
 LG0088  PID         -  LG0088
 LG0088  STATE/COUNTY-  NE/OTOE
 LG0088  COUNTRY     -  US
 LG0088  USGS QUAD   -  DUNBAR (2017)
 LG0088
 LG0088                         *CURRENT SURVEY CONTROL
 LG0088  ______________________________________________________________________
 LG0088* NAD 83(1986) POSITION- 40 42 23.     (N) 096 04 45.     (W)   SCALED
 LG0088* NAVD 88 ORTHO HEIGHT -   330.261 (meters)     1083.53  (feet) ADJUSTED
 LG0088  ______________________________________________________________________
 LG0088  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 LG0088  DYNAMIC HEIGHT  -        330.093 (meters)     1082.98  (feet) COMP
 LG0088  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 LG0088
 LG0088  VERT ORDER      -  SECOND    CLASS 0
 LG0088
 LG0088.The horizontal coordinates were scaled from a map and have
 LG0088.an estimated accuracy of +/- 6 seconds.
 LG0088
 LG0088.The orthometric height was determined by differential leveling and
 LG0088.adjusted by the NATIONAL GEODETIC SURVEY
 LG0088.in June 1991.
 LG0088
 LG0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0088.GEOID18 height accuracy estimate available here.
 LG0088
 LG0088.Click photographs - Photos may exist for this station.
 LG0088
 LG0088.The dynamic height is computed by dividing the NAVD 88
 LG0088.geopotential number by the normal gravity value computed on the
 LG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0088.degrees latitude (g = 980.6199 gals.).
 LG0088
 LG0088.The modeled gravity was interpolated from observed gravity values.
 LG0088
 LG0088;                    North         East    Units  Estimated Accuracy
 LG0088;SPC NE       -   104,440.      831,150.      MT  (+/- 180 meters Scaled)
 LG0088
 LG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL467102(NAD 83)
 LG0088
 LG0088                          SUPERSEDED SURVEY CONTROL
 LG0088
 LG0088  NGVD 29 (??/??/92)  330.135  (m)         1083.12   (f) ADJ UNCH    2 0
 LG0088
 LG0088.Superseded values are not recommended for survey control.
 LG0088
 LG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0088.See file dsdata.pdf to determine how the superseded data were derived.
 LG0088
 LG0088_MARKER: DB = BENCH MARK DISK
 LG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0088_STAMPING: T 88 1935
 LG0088_MARK LOGO: CGS
 LG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0088+STABILITY: SURFACE MOTION
 LG0088
 LG0088  HISTORY     - Date     Condition        Report By
 LG0088  HISTORY     - 1935     MONUMENTED       CGS
 LG0088  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0088
 LG0088                          STATION DESCRIPTION
 LG0088
 LG0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0088'2.5 MI SE FROM OTOE.
 LG0088'2.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 LG0088'THE STATION AT OTOE, OTOE COUNTY, 400 FEET EAST OF POLE 441+02,
 LG0088'215 FEET NORTHWEST OF BRIDGE 209, 42.6 FEET NORTHEAST OF THE
 LG0088'NORTHEAST RAIL, AND 7.4 FEET SOUTHWEST OF A FENCE.  A STANDARD
 LG0088'DISK, STAMPED T 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0088
 LG0088                          STATION RECOVERY (1964)
 LG0088
 LG0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0092 ***********************************************************************
 MN0092  DESIGNATION -  T 9
 MN0092  PID         -  MN0092
 MN0092  STATE/COUNTY-  NE/CHEYENNE
 MN0092  COUNTRY     -  US
 MN0092  USGS QUAD   -  DALTON (2017)
 MN0092
 MN0092                         *CURRENT SURVEY CONTROL
 MN0092  ______________________________________________________________________
 MN0092* NAD 83(1986) POSITION- 41 24 28.7    (N) 102 58 36.9    (W)   HD_HELD2
 MN0092* NAVD 88 ORTHO HEIGHT -  1302.238 (meters)     4272.43  (feet) ADJUSTED
 MN0092  ______________________________________________________________________
 MN0092  GEOID HEIGHT    -        -19.739 (meters)                     GEOID18
 MN0092  DYNAMIC HEIGHT  -       1301.338 (meters)     4269.47  (feet) COMP
 MN0092  MODELED GRAVITY -    979,887.0   (mgal)                       NAVD 88
 MN0092
 MN0092  VERT ORDER      -  FIRST     CLASS II
 MN0092
 MN0092.The horizontal coordinates were established by autonomous hand held GPS
 MN0092.observations and have an estimated accuracy of +/- 10 meters.
 MN0092
 MN0092.The orthometric height was determined by differential leveling and
 MN0092.adjusted by the NATIONAL GEODETIC SURVEY
 MN0092.in June 1991.
 MN0092
 MN0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0092.GEOID18 height accuracy estimate available here.
 MN0092
 MN0092.Click photographs - Photos may exist for this station.
 MN0092
 MN0092.The dynamic height is computed by dividing the NAVD 88
 MN0092.geopotential number by the normal gravity value computed on the
 MN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0092.degrees latitude (g = 980.6199 gals.).
 MN0092
 MN0092.The modeled gravity was interpolated from observed gravity values.
 MN0092
 MN0092;                    North         East    Units  Estimated Accuracy
 MN0092;SPC NE       -   179,108.      251,221.      MT  (+/- 10 meters HH2 GPS)
 MN0092
 MN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6909586022(NAD 83)
 MN0092
 MN0092                          SUPERSEDED SURVEY CONTROL
 MN0092
 MN0092  NGVD 29 (??/??/92) 1301.587  (m)         4270.29   (f) ADJ UNCH    1 2
 MN0092
 MN0092.Superseded values are not recommended for survey control.
 MN0092
 MN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0092.See file dsdata.pdf to determine how the superseded data were derived.
 MN0092
 MN0092_MARKER: DB = BENCH MARK DISK
 MN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0092_STAMPING: T 9 1933 4270.290
 MN0092_MARK LOGO: CGS
 MN0092_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0092+STABILITY: SURFACE MOTION
 MN0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0092+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0092
 MN0092  HISTORY     - Date     Condition        Report By
 MN0092  HISTORY     - 1933     MONUMENTED       CGS
 MN0092  HISTORY     - 1934     GOOD             CGS
 MN0092  HISTORY     - 1985     GOOD             NGS
 MN0092  HISTORY     - 20070417 GOOD             NEDR
 MN0092
 MN0092                          STATION DESCRIPTION
 MN0092
 MN0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0092'AT DALTON.
 MN0092'AT DALTON, CHEYENNE COUNTY, 98 FEET SOUTH OF THE SOUTHEAST CORNER
 MN0092'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 39.3 FEET
 MN0092'EAST OF THE POINT OF SWITCH TO THE EAST SIDING, 39 FEET EAST
 MN0092'OF THE EAST RAIL, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MN0092'A SMALL WOOD COAL SHED, AND 28 FEET NORTHWEST OF THE CORNER
 MN0092'OF A FENCE AROUND THE RAILROAD SECTION-HOUSE GARDEN PLOT.  A
 MN0092'STANDARD DISK, STAMPED 4270.290 T 9 1933 AND SET IN THE TOP OF
 MN0092'A CONCRETE POST.
 MN0092
 MN0092                          STATION RECOVERY (1985)
 MN0092
 MN0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE OLD
 MN0092'FOUNDATION OUTLINE REMAINS OF THE OLD RAILROAD STATION, IN DALTON, IN
 MN0092'A HEDGE ROW NEAR THE NORTHWEST CORNER OF A SMALL CITY PARK, 29.9
 MN0092'METERS (98 FT) SOUTH OF THE WEST CORNER OF THE OLD RAILROAD STATION
 MN0092'FOUNDATION AND 11.9 METERS (39 FT) EAST OF THE EAST RAIL.
 MN0092'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 MN0092'THE MARK IS 0.3 M BELOW THE TRACKS.
 MN0092
 MN0092                          STATION RECOVERY (2007)
 MN0092
 MN0092'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0092'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0487 ***********************************************************************
 MM0487  DESIGNATION -  T19N R37W SECS 4 5 8 9
 MM0487  PID         -  MM0487
 MM0487  STATE/COUNTY-  NE/ARTHUR
 MM0487  COUNTRY     -  US
 MM0487  USGS QUAD   -  BEAN SOUP LAKE (2017)
 MM0487
 MM0487                         *CURRENT SURVEY CONTROL
 MM0487  ______________________________________________________________________
 MM0487* NAD 83(1995) POSITION- 41 38 27.07543(N) 101 35 57.65845(W)   ADJUSTED
 MM0487* NAVD 88 ORTHO HEIGHT -  1181.    (meters)     3875.    (feet) SCALED
 MM0487  ______________________________________________________________________
 MM0487  GEOID HEIGHT    -        -20.271 (meters)                     GEOID18
 MM0487  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 MM0487  HORZ ORDER      -  SECOND
 MM0487
 MM0487.The horizontal coordinates were established by classical geodetic methods
 MM0487.and adjusted by the National Geodetic Survey in August 1997.
 MM0487
 MM0487.The orthometric height was scaled from a topographic map.
 MM0487
 MM0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0487.GEOID18 height accuracy estimate available here.
 MM0487
 MM0487.Click photographs - Photos may exist for this station.
 MM0487
 MM0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0487
 MM0487. The following values were computed from the NAD 83(1995) position.
 MM0487
 MM0487;                    North         East     Units Scale Factor Converg.
 MM0487;SPC NE       -   201,912.708   366,802.917   MT  0.99966136   -1 03 35.6
 MM0487;SPC NE       -   662,441.94  1,203,419.24   sFT  0.99966136   -1 03 35.6
 MM0487;UTM  14      - 4,613,166.096   283,513.003   MT  1.00017677   -1 43 40.2
 MM0487
 MM0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0487!SPC NE       -   0.99981790  x   0.99966136  =   0.99947932
 MM0487!UTM  14      -   0.99981790  x   1.00017677  =   0.99999464
 MM0487
 MM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8351313166(NAD 83)
 MM0487
 MM0487                          SUPERSEDED SURVEY CONTROL
 MM0487
 MM0487  NAD 83(1986)-  41 38 27.07627(N)    101 35 57.66257(W) AD(       ) 2
 MM0487  NAD 27      -  41 38 27.11788(N)    101 35 56.03104(W) AD(       ) 2
 MM0487
 MM0487.Superseded values are not recommended for survey control.
 MM0487
 MM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0487.See file dsdata.pdf to determine how the superseded data were derived.
 MM0487
 MM0487_MARKER: P = PIPE CAP
 MM0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0487_MARK LOGO: USGLO
 MM0487_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0487
 MM0487  HISTORY     - Date     Condition        Report By
 MM0487  HISTORY     - UNK      MONUMENTED       USGLO
 MM0487  HISTORY     - 1973     GOOD             NGS
 MM0487
 MM0487                          STATION DESCRIPTION
 MM0487
 MM0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0487'THE MARK, A GENERAL LAND OFFICE SECTION CORNER MARK, SERVES
 MM0487'AS REFERENCE MARK 1 FOR STATION MEYER.  IT IS A STANDARD BRASS
 MM0487'CAP, STAMPED T19N R37W S5 S4 S8 S9 2, RIVETED TO THE TOP OF A
 MM0487'2 INCH IRON PIPE, PROJECTING 4 INCHES ABOVE GROUND.  IT IS 16.9
 MM0487'FEET EAST OF THE METAL WITNESS POST IN THE FENCELINE, 1 FOOT
 MM0487'SOUTH OF THE FENCE T INTERSECTION AND ABOUT 3 FEET LOWER THAN
 MM0487'STATION MEYER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4130 ***********************************************************************
 AB4130  CBN         -  This is a Cooperative Base Network Control Station.
 AB4130  DESIGNATION -  T1N R1W SEC 36 SE COR STONE KS NE RESET
 AB4130  PID         -  AB4130
 AB4130  STATE/COUNTY-  NE/THAYER
 AB4130  COUNTRY     -  US
 AB4130  USGS QUAD   -  REYNOLDS (2017)
 AB4130
 AB4130                         *CURRENT SURVEY CONTROL
 AB4130  ______________________________________________________________________
 AB4130* NAD 83(2011) POSITION- 40 00 07.10000(N) 097 22 09.12418(W)   ADJUSTED
 AB4130* NAD 83(2011) ELLIP HT-   454.132 (meters)        (06/27/12)   ADJUSTED
 AB4130* NAD 83(2011) EPOCH   -  2010.00
 AB4130* NAVD 88 ORTHO HEIGHT -   481.0   (meters)     1578.    (feet) GPS OBS
 AB4130  ______________________________________________________________________
 AB4130  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4130  GEOID HEIGHT    -        -26.864 (meters)                     GEOID93
 AB4130  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 AB4130  NAD 83(2011) X  -   -627,577.541 (meters)                     COMP
 AB4130  NAD 83(2011) Y  - -4,852,500.469 (meters)                     COMP
 AB4130  NAD 83(2011) Z  -  4,078,445.244 (meters)                     COMP
 AB4130  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 AB4130
 AB4130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4130  Standards:
 AB4130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4130  -------------------------------------------------------------------
 AB4130  NETWORK    0.32   0.82           0.15   0.10   0.42     -0.00994776
 AB4130  -------------------------------------------------------------------
 AB4130  Click here for local accuracies and other accuracy information.
 AB4130
 AB4130.The horizontal coordinates were established by GPS observations
 AB4130.and adjusted by the National Geodetic Survey in June 2012.
 AB4130
 AB4130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4130.been affixed to the stable North American tectonic plate. See 
 AB4130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4130
 AB4130.The horizontal coordinates are valid at the epoch date displayed above
 AB4130.which is a decimal equivalence of Year/Month/Day.
 AB4130
 AB4130.The orthometric height was determined by GPS observations and a
 AB4130.high-resolution geoid model.
 AB4130
 AB4130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4130.GEOID18 height accuracy estimate available here.
 AB4130
 AB4130.Click photographs - Photos may exist for this station.
 AB4130
 AB4130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4130
 AB4130.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4130
 AB4130.The ellipsoidal height was determined by GPS observations
 AB4130.and is referenced to NAD 83.
 AB4130
 AB4130. The following values were computed from the NAD 83(2011) position.
 AB4130
 AB4130;                    North         East     Units Scale Factor Converg.
 AB4130;SPC NE       -    22,142.786   724,612.731   MT  0.99999911   +1 44 36.3
 AB4130;SPC NE       -    72,646.79  2,377,333.60   sFT  0.99999911   +1 44 36.3
 AB4130;UTM  14      - 4,429,249.761   639,203.798   MT  0.99983855   +1 02 54.5
 AB4130
 AB4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4130!SPC NE       -   0.99992876  x   0.99999911  =   0.99992787
 AB4130!UTM  14      -   0.99992876  x   0.99983855  =   0.99976732
 AB4130
 AB4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3920329249(NAD 83)
 AB4130
 AB4130                          SUPERSEDED SURVEY CONTROL
 AB4130
 AB4130  NAD 83(2007)-  40 00 07.09997(N)    097 22 09.12481(W) AD(2002.00) 0
 AB4130  ELLIP H (02/10/07)  454.152  (m)                       GP(2002.00)    
 AB4130  ELLIP H (07/10/01)  454.130  (m)                       GP(       ) 4 1
 AB4130  NAD 83(1995)-  40 00 07.09977(N)    097 22 09.12402(W) AD(       ) B
 AB4130  ELLIP H (06/25/96)  454.209  (m)                       GP(       ) 1 1
 AB4130
 AB4130.Superseded values are not recommended for survey control.
 AB4130
 AB4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4130.See file dsdata.pdf to determine how the superseded data were derived.
 AB4130
 AB4130_MARKER: DD = SURVEY DISK
 AB4130_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AB4130_STAMPING: 6TH PM INITIAL POINT 1987
 AB4130_MARK LOGO: BLM
 AB4130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4130+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2018
 AB4130
 AB4130  HISTORY     - Date     Condition        Report By
 AB4130  HISTORY     - 1987     MONUMENTED       BLM
 AB4130  HISTORY     - 19950821 GOOD             NEDR
 AB4130  HISTORY     - 19970521 GOOD             NGS
 AB4130  HISTORY     - 20000601 GOOD             NEDR
 AB4130  HISTORY     - 20050624 GOOD             INDIV
 AB4130  HISTORY     - 20060614 GOOD             GEOCAC
 AB4130  HISTORY     - 20080429 GOOD             KDHE
 AB4130  HISTORY     - 20170607 GOOD             INDIV
 AB4130  HISTORY     - 20180113 GOOD             NE-109
 AB4130
 AB4130                          STATION DESCRIPTION
 AB4130
 AB4130'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1987
 AB4130'THE MARK IS LOCATED AT THE KANSAS-NEBRASKA STATE LINE AND AT THE
 AB4130'COMMON CORNERS OF THAYER AND JEFFERSON COUNTIES, IN NEBRASKA, WITH
 AB4130'REPUBLIC AND WASHINGTON COUNTIES IN KANSAS AND IN A BLADED ROAD
 AB4130'INTERSECTION.  TO REACH THE MARK FROM MAHASKA, KANSAS, GO WEST ON
 AB4130'COUNTY ROAD 702 FOR 0.6 MI (1.0 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 AB4130'NORTH ON AVENUE 558 FOR 1.0 MI (1.6 KM) TO THE NEBRASKA-KANSAS STATE
 AB4130'LINE AND THE MARK IN THE CENTER OF A ROAD INTERSECTION.  THE MARK IS A
 AB4130'U.S. BUREAU OF LAND MANAGEMENT BRASS CAP, CEMENTED INTO A DRILLED HOLE
 AB4130'IN THE CENTER OF THE OLD, ORIGINAL, 8 BY 14 INCH BLOCK OF SANDSTONE.
 AB4130'THE CAP BEARS THE COMPLETE STAMPING OF--6TH PM T1N R1W R1E S 36 S 31 S
 AB4130'1 S 6 T1S INITIAL POINT 1987.  THE BLOCK OF SANDSTONE IS ONE FOOT
 AB4130'BELOW THE TOP OF A 24-INCH MANHOLE COVER AT THE CENTER OF A 24 BY 24
 AB4130'FOOT (7.3 M) CONCRETE SLAB.  THE MANHOLE BEARS THE LETTERING OF--6TH
 AB4130'PM NEBRASKA KANSAS 11 JUNE 1856 11 JUNE 1987 36-1N-1W 31-1N-1E 1-1S 1W
 AB4130'6-1S 1E 40 N.  LAT.  THE MARK IS 1 CHAIN WEST OF A MEMORIAL MONUMENT
 AB4130'WHICH CONSISTS OF A 4-FT SPIRE OF POLISHED RED GRANITE FROM COLORADO,
 AB4130'SET ONTO A 3-FOOT PILE OF CEMENT RUBBLE STONES FROM WYOMING AND
 AB4130'WESTERN NEBRASKA.  OVER THE STONES, AND AROUND THE BASE OF THE SPIRE,
 AB4130'ARE SLABS OF POLISHED RED GRANITE ENGRAVED WITH THE STATE SEALS OF
 AB4130'EACH OF THE STATES.  THE MARK IS ALSO 43.61 FT (13.29 M) SOUTHEAST OF
 AB4130'TRIANGULATION STATION MERIDIAN, 10 FT (3.0 M) SOUTH OF A BRASS CAP
 AB4130'STAMPED SIXTH PRINCIPAL MERIDIAN NORTH, 10 FT (3.0 M) NORTH OF A BRASS
 AB4130'CAP STAMPED SIXTH PRINCIPAL MERIDIAN SOUTH, 10 FT (3.0 M) WEST OF A
 AB4130'BRASS CAP STAMPED BASE LINE NEBRASKA KANSAS 1987 AND 10 FT (3.0 M)
 AB4130'EAST OF ANOTHER BRASS CAP STAMPED BASE LINE NEBRASKA KANSAS 1987.  THE
 AB4130'MARK MAY ALSO BE REACHED FROM REYNOLDS, NEBRASKA, BY GOING WEST ON
 AB4130'STATE HIGHWAY 8 FOR 1.5 MI (2.4 KM) TO A CROSSROAD.  TURN LEFT AND GO
 AB4130'SOUTH ON A DIRT ROAD FOR 4.0 MI (6.4 KM) TO THE MARK.  THIS DIRT ROAD
 AB4130'IS IMPASSABLE WHEN WET.
 AB4130
 AB4130                          STATION RECOVERY (1995)
 AB4130
 AB4130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (GT)
 AB4130'RECOVERED IN GOOD CONDITION.
 AB4130
 AB4130                          STATION RECOVERY (1997)
 AB4130
 AB4130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AB4130'RECOVERED AS DESCRIBED.
 AB4130
 AB4130                          STATION RECOVERY (2000)
 AB4130
 AB4130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4130'RECOVERED AS DESCRIBED.  NOTE--STATION IS A BLM DISK SET IN A DRILL
 AB4130'HOLE OF A CORNERSTONE.
 AB4130
 AB4130                          STATION RECOVERY (2005)
 AB4130
 AB4130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 AB4130'RECOVERED IN GOOD CONDITION.
 AB4130
 AB4130                          STATION RECOVERY (2006)
 AB4130
 AB4130'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 AB4130'GEOCAC FIRST REPORT.
 AB4130'MARK RECOVERED IN GOOD CONDITION.
 AB4130
 AB4130                          STATION RECOVERY (2008)
 AB4130
 AB4130'RECOVERY NOTE BY KANSAS DEPARTMENT OF HEALTH 2008
 AB4130'IN WET CONDITIONS, FROM REYNOLDS, NEBRASKA GO EAST ON STATE HIGHWAY 8
 AB4130'ABOUT 0.25 MI TO 560TH AVE (PAVED CROSSROAD). TURN RIGHT AND GO SOUTH
 AB4130'ON 560TH AVE FOR 5 MI (THE ROAD CHANGES NAMES TO BISMARK ROAD) TO 29TH
 AB4130'ROAD IN KANSAS.
 AB4130'TURN RIGHT ON 29TH ROAD (PAVED ROAD) AND GO WEST ON 29TH FOR 1 MILE
 AB4130'THROUGH THE COMMUNITY OF MAHASKA. AT THE INTERSECTION OF 29TH AND
 AB4130'CR-31 (A GRAVEL ROAD), TURN RIGHT ON CR-31. HEAD NORTH ON CR-31 FOR 1
 AB4130'MI TO THE MARK.
 AB4130
 AB4130                          STATION RECOVERY (2017)
 AB4130
 AB4130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MNM)
 AB4130'RECOVERED IN GOOD CONDITION.
 AB4130
 AB4130                          STATION RECOVERY (2018)
 AB4130
 AB4130'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2018 (JP)
 AB4130'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0259 ***********************************************************************
 MM0259  DESIGNATION -  T20N R38W SECS 4 5 8 9
 MM0259  PID         -  MM0259
 MM0259  STATE/COUNTY-  NE/ARTHUR
 MM0259  COUNTRY     -  US
 MM0259  USGS QUAD   -  K C LAKE (2017)
 MM0259
 MM0259                         *CURRENT SURVEY CONTROL
 MM0259  ______________________________________________________________________
 MM0259* NAD 83(1986) POSITION- 41 43 38.36   (N) 101 42 56.20   (W)   HD_HELD1
 MM0259* NAVD 88 ORTHO HEIGHT -  1130.177 (meters)     3707.92  (feet) ADJUSTED
 MM0259  ______________________________________________________________________
 MM0259  GEOID HEIGHT    -        -19.838 (meters)                     GEOID18
 MM0259  DYNAMIC HEIGHT  -       1129.519 (meters)     3705.76  (feet) COMP
 MM0259  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 MM0259
 MM0259  VERT ORDER      -  SECOND    CLASS 0
 MM0259
 MM0259.The horizontal coordinates were determined by differentially corrected
 MM0259.hand held GPS observations or other comparable positioning techniques
 MM0259.and have an estimated accuracy of +/- 3 meters.
 MM0259
 MM0259.The orthometric height was determined by differential leveling and
 MM0259.adjusted by the NATIONAL GEODETIC SURVEY
 MM0259.in June 1991.
 MM0259
 MM0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0259.GEOID18 height accuracy estimate available here.
 MM0259
 MM0259.Click photographs - Photos may exist for this station.
 MM0259
 MM0259.The dynamic height is computed by dividing the NAVD 88
 MM0259.geopotential number by the normal gravity value computed on the
 MM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0259.degrees latitude (g = 980.6199 gals.).
 MM0259
 MM0259.The modeled gravity was interpolated from observed gravity values.
 MM0259
 MM0259;                    North         East    Units  Estimated Accuracy
 MM0259;SPC NE       -   211,697.0     357,312.1     MT  (+/- 3 meters HH1 GPS) 
 MM0259
 MM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7413223065(NAD 83)
 MM0259
 MM0259                          SUPERSEDED SURVEY CONTROL
 MM0259
 MM0259  NGVD 29 (??/??/92) 1129.709  (m)         3706.39   (f) ADJ UNCH    2 0
 MM0259
 MM0259.Superseded values are not recommended for survey control.
 MM0259
 MM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0259.See file dsdata.pdf to determine how the superseded data were derived.
 MM0259
 MM0259_MARKER: P = PIPE CAP
 MM0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0259_STAMPING: T20N R38W 1913
 MM0259_MARK LOGO: USGLO
 MM0259_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0259
 MM0259  HISTORY     - Date     Condition        Report By
 MM0259  HISTORY     - 1913     MONUMENTED       USGLO
 MM0259  HISTORY     - 1941     GOOD             CGS
 MM0259
 MM0259                          STATION DESCRIPTION
 MM0259
 MM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0259'12.6 MI N FROM ARTHUR.
 MM0259'12.6 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0259'COUNTY, AT THE CORNER OF SECS. 4, 5, 8, AND 9 T. 20 N., R 38 W,
 MM0259'EAST OF A GROUP OF SMALL LAKES, 27 FEET WEST OF THE CENTERLINE
 MM0259'OF THE HIGHWAY, AND 33 FEET EAST OF THE FENCE AT A T-ANGLE
 MM0259'INTERSECTION.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 MM0259'CAP, STAMPED T 20 N R 38 W 1913 AND RIVETED ON THE TOP OF AN
 MM0259'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0355 ***********************************************************************
 MM0355  DESIGNATION -  T22N R24 23W SECS 7 12 1/4 COR
 MM0355  PID         -  MM0355
 MM0355  STATE/COUNTY-  NE/BLAINE
 MM0355  COUNTRY     -  US
 MM0355  USGS QUAD   -  DUNNING NE (2017)
 MM0355
 MM0355                         *CURRENT SURVEY CONTROL
 MM0355  ______________________________________________________________________
 MM0355* NAD 83(1995) POSITION- 41 53 29.20729(N) 100 02 02.03847(W)   ADJUSTED
 MM0355* NAVD 88 ORTHO HEIGHT -   872.    (meters)     2861.    (feet) SCALED
 MM0355  ______________________________________________________________________
 MM0355  GEOID HEIGHT    -        -22.275 (meters)                     GEOID18
 MM0355  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 MM0355  HORZ ORDER      -  SECOND
 MM0355
 MM0355.The horizontal coordinates were established by classical geodetic methods
 MM0355.and adjusted by the National Geodetic Survey in August 1997.
 MM0355
 MM0355.The orthometric height was scaled from a topographic map.
 MM0355
 MM0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0355.GEOID18 height accuracy estimate available here.
 MM0355
 MM0355.Click photographs - Photos may exist for this station.
 MM0355
 MM0355.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0355
 MM0355. The following values were computed from the NAD 83(1995) position.
 MM0355
 MM0355;                    North         East     Units Scale Factor Converg.
 MM0355;SPC NE       -   228,505.019   497,187.523   MT  0.99968119   -0 01 20.9
 MM0355;SPC NE       -   749,686.88  1,631,189.40   sFT  0.99968119   -0 01 20.9
 MM0355;UTM  14      - 4,638,240.522   414,229.010   MT  0.99969052   -0 41 25.4
 MM0355
 MM0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0355!SPC NE       -   0.99986670  x   0.99968119  =   0.99954793
 MM0355!UTM  14      -   0.99986670  x   0.99969052  =   0.99955726
 MM0355
 MM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1422938240(NAD 83)
 MM0355
 MM0355                          SUPERSEDED SURVEY CONTROL
 MM0355
 MM0355  NAD 83(1986)-  41 53 29.21465(N)    100 02 02.04563(W) AD(       ) 2
 MM0355  NAD 27      -  41 53 29.21700(N)    100 02 00.56400(W) AD(       ) 2
 MM0355
 MM0355.Superseded values are not recommended for survey control.
 MM0355
 MM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0355.See file dsdata.pdf to determine how the superseded data were derived.
 MM0355
 MM0355_MARKER: P = PIPE CAP
 MM0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0355_STAMPING: GLO S12 1/2 S7 1911
 MM0355_MARK LOGO: USGLO
 MM0355_MAGNETIC: P = MARKER IS A STEEL PIPE
 MM0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0355
 MM0355  HISTORY     - Date     Condition        Report By
 MM0355  HISTORY     - 1911     MONUMENTED       USGLO
 MM0355  HISTORY     - 1934     GOOD             CGS
 MM0355
 MM0355                          STATION DESCRIPTION
 MM0355
 MM0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0355'STATION BOND IS REACHED FROM THE ROAD JUNCTION JUST SOUTH OF THE
 MM0355'COUNTY COURTHOUSE IN BREWSTER.  GO SOUTH ON STATE HIGHWAY 7
 MM0355'FOR 10.0 MILES, OR 1.0 MILE BEYOND A SOD HOUSE ON RIGHT WITH
 MM0355'WINDMILL ON SIDE OF ROAD AND MAIL BOX (C. DURYEA) TO A SIDE
 MM0355'ROAD RIGHT, TURN SHARP RIGHT (NORTH) ON A GOOD DIRT ROAD, GO
 MM0355'0.6 MILE, TURN SHARP LEFT THROUGH WIRE GATE, GO WEST ACROSS
 MM0355'PASTURE AND GO UP LARGE DRAW WHICH IS DUE WEST OF THE GATE
 MM0355'FOR 0.5 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 MM0355'
 MM0355'G.L.O. MARK IS 895.2 FEET NORTHWEST OF STATION BOND, 2 FEET WEST OF
 MM0355'NORTH-SOUTH FENCE LINE IN EAST-WEST FENCE LINE.  MARK IS BRONZE
 MM0355'CAP SET ON IRON PIPE, ESTABLISHED BY THE GENERAL LAND OFFICE
 MM0355'SURVEY.  MARKED--G.L.O. S 12, 1/2, S. 7., 1911.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0765 ***********************************************************************
 NN0765  DESIGNATION -  T24N R20W SECS 11 12 13 14
 NN0765  PID         -  NN0765
 NN0765  STATE/COUNTY-  NE/LOUP
 NN0765  COUNTRY     -  US
 NN0765  USGS QUAD   -  SHOVEL DOT RANCH (2017)
 NN0765
 NN0765                         *CURRENT SURVEY CONTROL
 NN0765  ______________________________________________________________________
 NN0765* NAD 83(1995) POSITION- 42 03 30.19466(N) 099 35 22.90184(W)   ADJUSTED
 NN0765* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 NN0765  ______________________________________________________________________
 NN0765  GEOID HEIGHT    -        -22.792 (meters)                     GEOID18
 NN0765  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 NN0765  HORZ ORDER      -  SECOND
 NN0765
 NN0765.The horizontal coordinates were established by classical geodetic methods
 NN0765.and adjusted by the National Geodetic Survey in August 1997.
 NN0765
 NN0765.The orthometric height was scaled from a topographic map.
 NN0765
 NN0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0765.GEOID18 height accuracy estimate available here.
 NN0765
 NN0765.Click photographs - Photos may exist for this station.
 NN0765
 NN0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0765
 NN0765. The following values were computed from the NAD 83(1995) position.
 NN0765
 NN0765;                    North         East     Units Scale Factor Converg.
 NN0765;SPC NE       -   247,121.926   533,952.846   MT  0.99970503   +0 16 18.9
 NN0765;SPC NE       -   810,765.85  1,751,810.30   sFT  0.99970503   +0 16 18.9
 NN0765;UTM  14      - 4,656,427.149   451,207.447   MT  0.99962929   -0 23 42.1
 NN0765
 NN0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0765!SPC NE       -   0.99988403  x   0.99970503  =   0.99958910
 NN0765!UTM  14      -   0.99988403  x   0.99962929  =   0.99951337
 NN0765
 NN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5120756427(NAD 83)
 NN0765
 NN0765                          SUPERSEDED SURVEY CONTROL
 NN0765
 NN0765  NAD 83(1986)-  42 03 30.19989(N)    099 35 22.91422(W) AD(       ) 2
 NN0765  NAD 27      -  42 03 30.19300(N)    099 35 21.49200(W) AD(       ) 2
 NN0765
 NN0765.Superseded values are not recommended for survey control.
 NN0765
 NN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0765.See file dsdata.pdf to determine how the superseded data were derived.
 NN0765
 NN0765_MARKER: P = PIPE CAP
 NN0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0765_STAMPING: T24N R20W S11 S12 S13 S14
 NN0765_MARK LOGO: USGLO
 NN0765_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0765
 NN0765  HISTORY     - Date     Condition        Report By
 NN0765  HISTORY     - UNK      MONUMENTED       USGLO
 NN0765  HISTORY     - 1934     GOOD             CGS
 NN0765
 NN0765                          STATION DESCRIPTION
 NN0765
 NN0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0765'GENERAL LAND OFFICE SECTION CORNER MARK IS ON THE MOST
 NN0765'NORTHWESTWARDLY SIDE OF EAST-WEST SAND HILL 4 MILES WEST
 NN0765'AND 1.0 MILE NORTH OF OVITT POST OFFICE, APPROXIMATELY 400
 NN0765'FEET WEST OF HIGHEST POINT OF SAID SAND HILL, IN SMALL GAP
 NN0765'IN EAST-WEST RIDGE.
 NN0765'
 NN0765'THE MARK IS AT THE COMMON CORNER OF SECS. 11, 12, 13, AND
 NN0765'14, T. 24 N., R. 20 W.
 NN0765'
 NN0765'MARK IS BRONZE CAP ON 2-INCH IRON PIPE, PROJECTING ABOUT
 NN0765'12 FEET.  MARK IS IN GOOD SHAPE.
 NN0765'
 NN0765'TIE MADE TO STATION OVITT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0284 ***********************************************************************
 NO0284  DESIGNATION -  T29N R37W SECS 19 20 29 30
 NO0284  PID         -  NO0284
 NO0284  STATE/COUNTY-  NE/CHERRY
 NO0284  COUNTRY     -  US
 NO0284  USGS QUAD   -  STEVERSON LAKE (2017)
 NO0284
 NO0284                         *CURRENT SURVEY CONTROL
 NO0284  ______________________________________________________________________
 NO0284* NAD 83(1986) POSITION- 42 28 25.21   (N) 101 42 00.67   (W)   HD_HELD1
 NO0284* NAVD 88 ORTHO HEIGHT -  1082.956 (meters)     3553.00  (feet) ADJUSTED
 NO0284  ______________________________________________________________________
 NO0284  GEOID HEIGHT    -        -19.051 (meters)                     GEOID18
 NO0284  DYNAMIC HEIGHT  -       1082.422 (meters)     3551.25  (feet) COMP
 NO0284  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 NO0284
 NO0284  VERT ORDER      -  SECOND    CLASS 0
 NO0284
 NO0284.The horizontal coordinates were determined by differentially corrected
 NO0284.hand held GPS observations or other comparable positioning techniques
 NO0284.and have an estimated accuracy of +/- 3 meters.
 NO0284
 NO0284.The orthometric height was determined by differential leveling and
 NO0284.adjusted by the NATIONAL GEODETIC SURVEY
 NO0284.in June 1991.
 NO0284
 NO0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0284.GEOID18 height accuracy estimate available here.
 NO0284
 NO0284.Click photographs - Photos may exist for this station.
 NO0284
 NO0284.The dynamic height is computed by dividing the NAVD 88
 NO0284.geopotential number by the normal gravity value computed on the
 NO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0284.degrees latitude (g = 980.6199 gals.).
 NO0284
 NO0284.The modeled gravity was interpolated from observed gravity values.
 NO0284
 NO0284;                    North         East    Units  Estimated Accuracy
 NO0284;SPC NE       -   294,533.0     360,224.5     MT  (+/- 3 meters HH1 GPS) 
 NO0284
 NO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7803505902(NAD 83)
 NO0284
 NO0284                          SUPERSEDED SURVEY CONTROL
 NO0284
 NO0284  NGVD 29 (??/??/92) 1082.518  (m)         3551.56   (f) ADJ UNCH    2 0
 NO0284
 NO0284.Superseded values are not recommended for survey control.
 NO0284
 NO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0284.See file dsdata.pdf to determine how the superseded data were derived.
 NO0284
 NO0284_MARKER: P = PIPE CAP
 NO0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0284_STAMPING: T29N R37W 1915
 NO0284_MARK LOGO: USGLO
 NO0284_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0284
 NO0284  HISTORY     - Date     Condition        Report By
 NO0284  HISTORY     - 1915     MONUMENTED       USGLO
 NO0284  HISTORY     - 1934     GOOD             CGS
 NO0284
 NO0284                          STATION DESCRIPTION
 NO0284
 NO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0284'37.7 MI S FROM MERRIMAN.
 NO0284'37.7 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0284'COUNTY, AT THE CORNER OF SECS. 19, 20, 29, AND 30, T. 29 N.,
 NO0284'R. 37 W., 400 FEET SOUTH OF A SMALL LAKE, AT THE SOUTH SIDE OF A
 NO0284'VALLEY, AND AT A FENCE CORNER.  A UNITED STATES GENERAL LAND
 NO0284'OFFICE STANDARD CAP, STAMPED T 29 N R 37 W 1915 AND RIVETED ON
 NO0284'THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0344 ***********************************************************************
 NO0344  DESIGNATION -  T31N R37W SECS 8 9 16 17
 NO0344  PID         -  NO0344
 NO0344  STATE/COUNTY-  NE/CHERRY
 NO0344  COUNTRY     -  US
 NO0344  USGS QUAD   -  WILD MARE LAKE NW (2017)
 NO0344
 NO0344                         *CURRENT SURVEY CONTROL
 NO0344  ______________________________________________________________________
 NO0344* NAD 83(1986) POSITION- 42 40 23.     (N) 101 40 34.     (W)   SCALED
 NO0344* NAVD 88 ORTHO HEIGHT -  1046.986 (meters)     3434.99  (feet) ADJUSTED
 NO0344  ______________________________________________________________________
 NO0344  GEOID HEIGHT    -        -19.263 (meters)                     GEOID18
 NO0344  DYNAMIC HEIGHT  -       1046.492 (meters)     3433.37  (feet) COMP
 NO0344  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 NO0344
 NO0344  VERT ORDER      -  SECOND    CLASS 0
 NO0344
 NO0344.The horizontal coordinates were scaled from a map and have
 NO0344.an estimated accuracy of +/- 6 seconds.
 NO0344
 NO0344.The orthometric height was determined by differential leveling and
 NO0344.adjusted by the NATIONAL GEODETIC SURVEY
 NO0344.in June 1991.
 NO0344
 NO0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0344.GEOID18 height accuracy estimate available here.
 NO0344
 NO0344.Click photographs - Photos may exist for this station.
 NO0344
 NO0344.The dynamic height is computed by dividing the NAVD 88
 NO0344.geopotential number by the normal gravity value computed on the
 NO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0344.degrees latitude (g = 980.6199 gals.).
 NO0344
 NO0344.The modeled gravity was interpolated from observed gravity values.
 NO0344
 NO0344;                    North         East    Units  Estimated Accuracy
 NO0344;SPC NE       -   316,640.      362,630.      MT  (+/- 180 meters Scaled)
 NO0344
 NO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN807279(NAD 83)
 NO0344
 NO0344                          SUPERSEDED SURVEY CONTROL
 NO0344
 NO0344  NGVD 29 (??/??/92) 1046.550  (m)         3433.56   (f) ADJ UNCH    2 0
 NO0344
 NO0344.Superseded values are not recommended for survey control.
 NO0344
 NO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0344.See file dsdata.pdf to determine how the superseded data were derived.
 NO0344
 NO0344_MARKER: P = PIPE CAP
 NO0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0344_STAMPING: T31N R37W 1915
 NO0344_MARK LOGO: USGLO
 NO0344_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0344
 NO0344  HISTORY     - Date     Condition        Report By
 NO0344  HISTORY     - 1915     MONUMENTED       USGLO
 NO0344  HISTORY     - 1948     MARK NOT FOUND   CGS
 NO0344
 NO0344                          STATION DESCRIPTION
 NO0344
 NO0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0344'20.2 MI S FROM MERRIMAN.
 NO0344'20.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0344'COUNTY, AT THE CORNER OF SECS. 8, 9, 16, AND 17, T. 31 N., R.
 NO0344'37 W., 0.7 MILE NORTH AND EAST OF THE STANDARD SCHOOLHOUSE,
 NO0344'60 YARDS DUE EAST OF BENCH MARK E 130, DESCRIBED ABOVE, AND
 NO0344'IN LINE WITH AN EAST-AND-WEST FENCE.  A UNITED STATES GENERAL
 NO0344'LAND OFFICE STANDARD CAP, STAMPED T 31 N R 37 W 1915 AND RIVETED
 NO0344'ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0680 ***********************************************************************
 NP0680  DESIGNATION -  T32N R47W SECS 1 2 CC
 NP0680  PID         -  NP0680
 NP0680  STATE/COUNTY-  NE/DAWES
 NP0680  COUNTRY     -  US
 NP0680  USGS QUAD   -  BORDEAUX (2017)
 NP0680
 NP0680                         *CURRENT SURVEY CONTROL
 NP0680  ______________________________________________________________________
 NP0680* NAD 83(1995) POSITION- 42 47 06.54379(N) 102 47 33.73616(W)   ADJUSTED
 NP0680* NAVD 88 ORTHO HEIGHT -  1258.    (meters)     4127.    (feet) SCALED
 NP0680  ______________________________________________________________________
 NP0680  GEOID HEIGHT    -        -17.925 (meters)                     GEOID18
 NP0680  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 NP0680  HORZ ORDER      -  SECOND
 NP0680
 NP0680.The horizontal coordinates were established by classical geodetic methods
 NP0680.and adjusted by the National Geodetic Survey in August 1997.
 NP0680
 NP0680.The orthometric height was scaled from a topographic map.
 NP0680
 NP0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0680.GEOID18 height accuracy estimate available here.
 NP0680
 NP0680.Click photographs - Photos may exist for this station.
 NP0680
 NP0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0680
 NP0680. The following values were computed from the NAD 83(1995) position.
 NP0680
 NP0680;                    North         East     Units Scale Factor Converg.
 NP0680;SPC NE       -   331,444.583   271,548.987   MT  0.99990857   -1 51 02.6
 NP0680;SPC NE       - 1,087,414.44    890,906.97   sFT  0.99990857   -1 51 02.6
 NP0680;UTM  13      - 4,739,319.447   680,542.125   MT  1.00000102   +1 29 59.0
 NP0680
 NP0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0680!SPC NE       -   0.99980563  x   0.99990857  =   0.99971422
 NP0680!UTM  13      -   0.99980563  x   1.00000102  =   0.99980665
 NP0680
 NP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8054239319(NAD 83)
 NP0680
 NP0680                          SUPERSEDED SURVEY CONTROL
 NP0680
 NP0680  NAD 83(1993)-  42 47 06.54164(N)    102 47 33.73720(W) AD(       ) 2
 NP0680  NAD 83(1986)-  42 47 06.53449(N)    102 47 33.73030(W) AD(       ) 2
 NP0680  NAD 27      -  42 47 06.63000(N)    102 47 32.12000(W) AD(       ) 2
 NP0680
 NP0680.Superseded values are not recommended for survey control.
 NP0680
 NP0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0680.See file dsdata.pdf to determine how the superseded data were derived.
 NP0680
 NP0680_MARKER: I = METAL ROD
 NP0680_SETTING: 0 = UNSPECIFIED SETTING
 NP0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0680
 NP0680  HISTORY     - Date     Condition        Report By
 NP0680  HISTORY     - 1934     MONUMENTED       USGLO
 NP0680
 NP0680                          STATION DESCRIPTION
 NP0680
 NP0680'DESCRIBED BY US GENERAL LAND OFFICE 1934 (WRP)
 NP0680'THIS STATION IS ABOUT 11-1/2 MILES ESE OF CHADRON, ON S SLOPE
 NP0680'OF LOW GRASSY DIVIDE, 119.42 FEET S OF STATION AUGUSTINE AZIMUTH
 NP0680'MARK, 99.77 FEET W OF REFERENCE MARK NO. 2 AT STATION AUGUSTINE
 NP0680'AZIMUTH MARK, ON OUTSIDE OF SW FENCE CORNER AT W END OF A 184.0
 NP0680'FOOT JOG IN FENCE AT CORNERS OF SECTIONS 36 AND 31, T 33 N,
 NP0680'R 47 W, AND R 46 W AND IT MARKS THE LINE BETWEEN DAWES AND
 NP0680'SHERIDAN COUNTIES.
 NP0680'
 NP0680'THE MARK CONSISTS OF IRON, 3 INCHES ACROSS AND IT PROJECTS 1
 NP0680'FOOT, AND IT IS 1.62 METERS BELOW STATION AUGUSTINE AZIMUTH
 NP0680'MARK.
 NP0680'
 NP0680'THE STATION IS REACHED FROM CHADRON BY GOING E-NORTHEASTERLY
 NP0680'FROM INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 20 FOR 11.7
 NP0680'MILES.  PASS UNDER RAILROAD TRACKS AND CONTINUE ON NO. 20 FOR
 NP0680'2.0 MILES.  LEAVE NO. 20 AND GO STRAIGHT AHEAD ON TO GRADED ROAD
 NP0680'WHERE NO. 20 TURNS RIGHT FOR 0.1 MILE.  CROSS RAILROAD TRACKS
 NP0680'AND GO 0.1 MILE TO MR. HARVEY ANDERSONS LARGE RED BARN WITH HIS
 NP0680'NAME THEREON.  TURN THROUGH WIRE GATE AND TAKE ROAD AROUND W
 NP0680'SIDE OF BARNS AND THENCE NORTHEASTERLY UP HILLS ON MAIN TRACKS
 NP0680'1.6 MILES TO MR. MAMMENS FARM.  PASS THROUGH BARNYARD AROUND
 NP0680'E END OF SMALLER BARN AND THENCE DUE N ALONG E SIDE OF FENCE
 NP0680'0.7 MILE, CROSS AN E-W FENCE WHERE IT IS DOWN 50 YARDS E OF A
 NP0680'FENCE T-INTERSECTION AND TURN W ALONG N SIDE OF FENCE AND GO
 NP0680'0.2 MILE.  TURN RIGHT OR N ALONG E SIDE OF FENCE TO GATE
 NP0680'0.3 MILE.  PASS THROUGH WIRE GATE AND GO WESTERLY ALONG DIVIDE
 NP0680'FOR 1.3 MILES TO A WIRE GATE.  THE STATION IS ABOUT 100
 NP0680'FEET S OF THIS GATE AND ON OUTSIDE OF A SW FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1012 ***********************************************************************
 LG1012  DESIGNATION -  TABLE
 LG1012  PID         -  LG1012
 LG1012  STATE/COUNTY-  NE/PAWNEE
 LG1012  COUNTRY     -  US
 LG1012  USGS QUAD   -  TABLE ROCK (2017)
 LG1012
 LG1012                         *CURRENT SURVEY CONTROL
 LG1012  ______________________________________________________________________
 LG1012* NAD 83(1995) POSITION- 40 10 28.13152(N) 096 01 38.02272(W)   ADJUSTED
 LG1012* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 LG1012  ______________________________________________________________________
 LG1012  GEOID HEIGHT    -        -29.135 (meters)                     GEOID18
 LG1012  LAPLACE CORR    -         -7.75  (seconds)                    DEFLEC18
 LG1012  HORZ ORDER      -  SECOND
 LG1012
 LG1012.The horizontal coordinates were established by classical geodetic methods
 LG1012.and adjusted by the National Geodetic Survey in August 1997.
 LG1012
 LG1012.The orthometric height was scaled from a topographic map.
 LG1012
 LG1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1012.GEOID18 height accuracy estimate available here.
 LG1012
 LG1012.Click photographs - Photos may exist for this station.
 LG1012
 LG1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1012
 LG1012. The following values were computed from the NAD 83(1995) position.
 LG1012
 LG1012;                    North         East     Units Scale Factor Converg.
 LG1012;SPC NE       -    45,651.679   838,241.032   MT  0.99992569   +2 37 57.9
 LG1012;SPC NE       -   149,775.55  2,750,129.12   sFT  0.99992569   +2 37 57.9
 LG1012;UTM  14      - 4,451,361.566   753,127.097   MT  1.00038883   +1 55 07.7
 LG1012;UTM  15      - 4,451,518.362   242,235.240   MT  1.00041800   -1 57 14.4
 LG1012
 LG1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1012!SPC NE       -   0.99994714  x   0.99992569  =   0.99987284
 LG1012!UTM  14      -   0.99994714  x   1.00038883  =   1.00033595
 LG1012!UTM  15      -   0.99994714  x   1.00041800  =   1.00036512
 LG1012
 LG1012:                Primary Azimuth Mark                     Grid Az
 LG1012:SPC NE       -  TABLE AZ MK                              339 26 12.2
 LG1012:UTM  14      -  TABLE AZ MK                              340 09 02.4
 LG1012:UTM  15      -  TABLE AZ MK                              344 01 24.5
 LG1012
 LG1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5312751361(NAD 83)
 LG1012
 LG1012|---------------------------------------------------------------------|
 LG1012| PID    Reference Object                     Distance      Geod. Az  |
 LG1012|                                                           dddmmss.s |
 LG1012| CL7706 TABLE RM 1                           16.962 METERS 03350     |
 LG1012| LG1010 TABLE ROCK MUNICIPAL TANK           APPROX. 5.9 KM 2750913.6 |
 LG1012| CL7707 TABLE RM 2                           16.430 METERS 29004     |
 LG1012| CL7705 TABLE AZ MK                                        3420410.1 |
 LG1012|---------------------------------------------------------------------|
 LG1012
 LG1012                          SUPERSEDED SURVEY CONTROL
 LG1012
 LG1012  NAD 83(1986)-  40 10 28.13970(N)    096 01 38.01968(W) AD(       ) 2
 LG1012  NAD 27      -  40 10 28.14200(N)    096 01 37.01600(W) AD(       ) 2
 LG1012
 LG1012.Superseded values are not recommended for survey control.
 LG1012
 LG1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1012.See file dsdata.pdf to determine how the superseded data were derived.
 LG1012
 LG1012_MARKER: DS = TRIANGULATION STATION DISK
 LG1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1012_STAMPING: TABLE 1947
 LG1012_MARK LOGO: CGS
 LG1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1012+STABILITY: SURFACE MOTION
 LG1012
 LG1012  HISTORY     - Date     Condition        Report By
 LG1012  HISTORY     - 1947     MONUMENTED       CGS
 LG1012
 LG1012                          STATION DESCRIPTION
 LG1012
 LG1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1012'LOCATED ABOUT 3 MILES EAST OF TABLE ROCK AND 1 MILE WEST OF THE
 LG1012'RICHARDSON COUNTY LINE ON THE RIGHT-OF-WAY OF AN EAST-WEST
 LG1012'GRAVELED LANE, 0.1 MILE SOUTH OF NEBRASKA HIGHWAY NO. 4.  IT IS
 LG1012'26 FEET SOUTH OF THE CENTER OF THE LANE, 2 FEET NORTH OF AN
 LG1012'EAST-WEST FENCE LINE, 5.5 FEET WEST OF A 4-INCH SQUARE WHITE
 LG1012'WOODEN WITNESS POST PROJECTING 1.5 FEET AND ABOUT 0.3 MILE
 LG1012'WEST-NORTHWEST OF A FARM HOUSE.  IT IS STAMPED TABLE 1947 AND
 LG1012'PROJECTS 6 INCHES.
 LG1012'
 LG1012'REFERENCE MARK NO. 1 IS 21.5 FEET NORTH OF THE EAST-WEST GRAVELED
 LG1012'LANE AND 6 FEET SOUTH OF A ROW OF TREES.  IT IS STAMPED TABLE NO 1
 LG1012'1947 AND PROJECTS 4 INCHES.
 LG1012'
 LG1012'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE LANE AND 20 FEET
 LG1012'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED TABLE NO 2 1947
 LG1012'AND IS FLUSH WITH THE GROUND.
 LG1012'
 LG1012'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD,
 LG1012'0.25 MILE NORTH OF NEBRASKA HIGHWAY NO. 4.  IT IS AT THE WEST
 LG1012'EDGE OF A CULTIVATED FIELD, 18 FEET EAST OF THE CENTER OF THE
 LG1012'ROAD AND 2 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1012'POST PROJECTING 2 FEET.  IT IS STAMPED TABLE 1947 AND PROJECTS 6
 LG1012'INCHES.
 LG1012'
 LG1012'TO REACH THE STATION FROM THE OVER-PASS AT THE EAST EDGE OF TABLE
 LG1012'ROCK, GO EAST ON NEBRASKA HIGHWAY NO. 4 FOR 3.0 MILES TO WHERE
 LG1012'THE HIGHWAY TURNS SOUTHEASTERLY, TURN SHARP RIGHT, WEST, ON
 LG1012'GRAVELED LANE AND GO 0.2 MILE TO THE STATION ON THE LEFT AS
 LG1012'DESCRIBED.
 LG1012'
 LG1012'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 LG1012'LANE 0.1 MILE TO A NORTH-SOUTH DIRT ROAD, TURN RIGHT, NORTH, FOR
 LG1012'0.15 MILE TO NEBRASKA HIGHWAY NO. 4, CONTINUE NORTH ON DIRT ROAD
 LG1012'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 LG1012'
 LG1012'A 30 FOOT SIGNAL AT HORALEK 1934 IS VISIBLE AT 10 FEET.
 LG1012'
 LG1012'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE FROM THE GROUND.
 LG1012'
 LG1012'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1010 ***********************************************************************
 LG1010  DESIGNATION -  TABLE ROCK MUNICIPAL TANK
 LG1010  PID         -  LG1010
 LG1010  STATE/COUNTY-  NE/PAWNEE
 LG1010  COUNTRY     -  US
 LG1010  USGS QUAD   -  TABLE ROCK (2017)
 LG1010
 LG1010                         *CURRENT SURVEY CONTROL
 LG1010  ______________________________________________________________________
 LG1010* NAD 83(1995) POSITION- 40 10 45.17807(N) 096 05 45.48458(W)   ADJUSTED
 LG1010  ______________________________________________________________________
 LG1010  GEOID HEIGHT    -        -28.859 (meters)                     GEOID18
 LG1010  LAPLACE CORR    -         -8.44  (seconds)                    DEFLEC18
 LG1010  HORZ ORDER      -  THIRD
 LG1010
 LG1010.The horizontal coordinates were established by classical geodetic methods
 LG1010.and adjusted by the National Geodetic Survey in August 1997.
 LG1010
 LG1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1010.GEOID18 height accuracy estimate available here.
 LG1010
 LG1010.Click photographs - Photos may exist for this station.
 LG1010
 LG1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1010
 LG1010. The following values were computed from the NAD 83(1995) position.
 LG1010
 LG1010;                    North         East     Units Scale Factor Converg.
 LG1010;SPC NE       -    45,910.290   832,368.853   MT  0.99992380   +2 35 13.9
 LG1010;SPC NE       -   150,624.01  2,730,863.48   sFT  0.99992380   +2 35 13.9
 LG1010;UTM  14      - 4,451,693.405   747,255.976   MT  1.00035265   +1 52 28.5
 LG1010
 LG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4725551693(NAD 83)
 LG1010
 LG1010                          SUPERSEDED SURVEY CONTROL
 LG1010
 LG1010  NAD 83(1986)-  40 10 45.18602(N)    096 05 45.48072(W) AD(       ) 3
 LG1010  NAD 27      -  40 10 45.18800(N)    096 05 44.47200(W) AD(       ) 3
 LG1010
 LG1010.Superseded values are not recommended for survey control.
 LG1010
 LG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1010.See file dsdata.pdf to determine how the superseded data were derived.
 LG1010
 LG1010_MARKER: 53 = ELEVATED TANK
 LG1010
 LG1010  HISTORY     - Date     Condition        Report By
 LG1010  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1010  HISTORY     - 1958     GOOD             CGS
 LG1010
 LG1010                          STATION DESCRIPTION
 LG1010
 LG1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1010'THE TANK IS LOCATED IN THE CENTER OF TOWN.  IT IS A 4 LEGGED
 LG1010'STEEL STRUCTURE SUPPORTING A TANK.  IT IS 100 FEET IN HEIGHT AND
 LG1010'THE ENTIRE STRUCTURE IS PAINTED BLACK WITH THE LETTERS TABLE ROCK
 LG1010'ON THE NORTH SIDE OF THE TANK.  IT IS 110 FEET SOUTH OF AN
 LG1010'EAST-WEST STREET AND 75 FEET EAST OF A NORTH-SOUTH STREET.  THE
 LG1010'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1010
 LG1010                          STATION RECOVERY (1958)
 LG1010
 LG1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1010'THE STATION WAS RECOVERED AS DESCRIBED IN 1947.  IT IS IN GOOD
 LG1010'CONDITION AND THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0470 ***********************************************************************
 LG0470  DESIGNATION -  TABOR
 LG0470  PID         -  LG0470
 LG0470  STATE/COUNTY-  NE/SALINE
 LG0470  COUNTRY     -  US
 LG0470  USGS QUAD   -  PLEASANT HILL (2017)
 LG0470
 LG0470                         *CURRENT SURVEY CONTROL
 LG0470  ______________________________________________________________________
 LG0470* NAD 83(1995) POSITION- 40 34 57.16091(N) 097 07 22.28041(W)   ADJUSTED
 LG0470* NAVD 88 ORTHO HEIGHT -   455.181 (meters)     1493.37  (feet) ADJUSTED
 LG0470  ______________________________________________________________________
 LG0470  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 LG0470  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 LG0470  DYNAMIC HEIGHT  -        454.929 (meters)     1492.55  (feet) COMP
 LG0470  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 LG0470
 LG0470  HORZ ORDER      -  SECOND
 LG0470  VERT ORDER      -  SECOND    CLASS 0
 LG0470
 LG0470.The horizontal coordinates were established by classical geodetic methods
 LG0470.and adjusted by the National Geodetic Survey in August 1997.
 LG0470
 LG0470.The orthometric height was determined by differential leveling and
 LG0470.adjusted by the NATIONAL GEODETIC SURVEY
 LG0470.in June 1991.
 LG0470
 LG0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0470.GEOID18 height accuracy estimate available here.
 LG0470
 LG0470.Click photographs - Photos may exist for this station.
 LG0470
 LG0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0470
 LG0470.The dynamic height is computed by dividing the NAVD 88
 LG0470.geopotential number by the normal gravity value computed on the
 LG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0470.degrees latitude (g = 980.6199 gals.).
 LG0470
 LG0470.The modeled gravity was interpolated from observed gravity values.
 LG0470
 LG0470. The following values were computed from the NAD 83(1995) position.
 LG0470
 LG0470;                    North         East     Units Scale Factor Converg.
 LG0470;SPC NE       -    87,236.530   743,493.150   MT  0.99978731   +1 54 24.0
 LG0470;SPC NE       -   286,208.52  2,439,277.11   sFT  0.99978731   +1 54 24.0
 LG0470;UTM  14      - 4,494,110.565   658,866.984   MT  0.99991067   +1 13 17.1
 LG0470
 LG0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0470!SPC NE       -   0.99993282  x   0.99978731  =   0.99972015
 LG0470!UTM  14      -   0.99993282  x   0.99991067  =   0.99984350
 LG0470
 LG0470:                Primary Azimuth Mark                     Grid Az
 LG0470:SPC NE       -  TABOR AZ MK                              358 25 35.8
 LG0470:UTM  14      -  TABOR AZ MK                              359 06 42.7
 LG0470
 LG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5886694110(NAD 83)
 LG0470
 LG0470|---------------------------------------------------------------------|
 LG0470| PID    Reference Object                     Distance      Geod. Az  |
 LG0470|                                                           dddmmss.s |
 LG0470| LG0469 TABOR AZ MK                                        0001959.8 |
 LG0470| CO2555 TABOR RM 1                           22.897 METERS 09950     |
 LG0470| LG0471 TABOR RM 2                           41.417 METERS 18315     |
 LG0470|---------------------------------------------------------------------|
 LG0470
 LG0470                          SUPERSEDED SURVEY CONTROL
 LG0470
 LG0470  NAD 83(1986)-  40 34 57.16828(N)    097 07 22.28032(W) AD(       ) 2
 LG0470  NAD 27      -  40 34 57.15100(N)    097 07 21.14300(W) AD(       ) 2
 LG0470  NGVD 29 (??/??/92)  455.022  (m)         1492.85   (f) ADJ UNCH    2 0
 LG0470  NGVD 29             455.02   (m)         1492.8    (f) LEVELING    3  
 LG0470
 LG0470.Superseded values are not recommended for survey control.
 LG0470
 LG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0470.See file dsdata.pdf to determine how the superseded data were derived.
 LG0470
 LG0470_MARKER: DS = TRIANGULATION STATION DISK
 LG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0470_STAMPING: TABOR 1947
 LG0470_MARK LOGO: CGS
 LG0470_PROJECTION: FLUSH
 LG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0470+STABILITY: SURFACE MOTION
 LG0470
 LG0470  HISTORY     - Date     Condition        Report By
 LG0470  HISTORY     - 1947     MONUMENTED       CGS
 LG0470  HISTORY     - 1961     GOOD             CGS
 LG0470  HISTORY     - 1961     GOOD             CGS
 LG0470  HISTORY     - 1968     GOOD             CGS
 LG0470  HISTORY     - 1975     GOOD             NEDR
 LG0470
 LG0470                          STATION DESCRIPTION
 LG0470
 LG0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0470'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE WEST
 LG0470'OF DORCHESTER ON PROPERTY OF THE Z.C.B.J. LODGE, TABOR HALL.  IT
 LG0470'IS 45 FEET WEST OF THE NORTHWEST CORNER OF TABOR HALL, 32 FEET
 LG0470'EAST OF THE CENTER OF STATE ROUTE 15 AND 15 FEET SOUTH OF THE
 LG0470'SOUTH END OF FENCE LINE.  IT IS STAMPED TABOR 1947 AND SET FLUSH
 LG0470'WITH THE GROUND SURFACE.
 LG0470'
 LG0470'REFERENCE MARK NO 1 IS EAST OF THE STATION, 31 FEET EAST OF THE
 LG0470'NORTHWEST CORNER OF TABOR HALL, 10 FEET SOUTH OF DRIVEWAY AROUND
 LG0470'HALL, 5 FEET WEST OF THE NORTHEAST CORNER OF THE HALL AND 1
 LG0470'FOOT NORTH OF THE NORTH SIDE OF THE HALL.  IT IS STAMPED TABOR NO
 LG0470'1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0470'
 LG0470'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 25 FEET NORTH OF THE
 LG0470'CENTER OF EAST-WEST CROSSROADS, 32 FEET EAST OF STATE ROUTE 15
 LG0470'AND 2 FEET NORTH OF TELEPHONE POLE.  IT IS STAMPED TABOR NO 2
 LG0470'1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0470'
 LG0470'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 30 FEET
 LG0470'WEST OF THE CENTER OF STATE ROUTE 15 AND 2 FEET SOUTH OF
 LG0470'TELEPHONE POLE.  IT IS STAMPED TABOR 1947 AND PROJECTS 2 INCHES.
 LG0470'
 LG0470'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO SOUTH
 LG0470'ON MAIN STREET FOR 0.15 MILE CROSS RAILROAD TRACKS, TURN RIGHT
 LG0470'AND GO WEST ON STATE HIGHWAY 33 FOR 0.5 MILE TO CROSSROADS, TURN
 LG0470'LEFT AND GO SOUTH ON STATE ROUTE 15 FOR 3.9 MILES TO THE
 LG0470'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON STATE
 LG0470'ROUTE 15 FOR 0.4 MILE TO THE TABOR HALL ON THE LEFT IN NORTHEAST
 LG0470'ANGLE OF CROSSROADS AND STATION AS DESCRIBED.
 LG0470'
 LG0470'A 100 FOOT SIGNAL AT STATION ZALESKY 1935 IS VISIBLE AT 12 FEET
 LG0470'
 LG0470'A 74 FOOT SIGNAL AT STATION DUBA IS VISIBLE AT 12 FEET
 LG0470'
 LG0470'A 74 FOOT SIGNAL AT STATION CLARK 1935 IS VISIBLE AT 12 FEET
 LG0470'
 LG0470'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0470
 LG0470                          STATION RECOVERY (1961)
 LG0470
 LG0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0470'THE STATION, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED AS
 LG0470'DESCRIBED IN THE 1947 DESCRIPTION, WAS UNABLE TO LOCATE REFERENCE
 LG0470'MARK 1
 LG0470
 LG0470                          STATION RECOVERY (1961)
 LG0470
 LG0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0470'4.7 MI S FROM DORCHESTER.
 LG0470'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0470'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 4.4
 LG0470'MILES SOUTH ALONG STATE HIGHWAY 15, AT RAD TABOR C.I.S. 74
 LG0470'Z.C.B.J. LODGE BUILDING, 45 FEET WEST OF THE NORTHWEST CORNER
 LG0470'OF THE HALL, 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 15, 15
 LG0470'FEET S OF A POWER POLE, SET IN TOP OF A SQUARE CONCRETE POST
 LG0470'1 INCHES UNDER GROUND.
 LG0470
 LG0470                          STATION RECOVERY (1968)
 LG0470
 LG0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0470'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG0470'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LG0470'THE TO REACH THE STATION WAS FOUND ADEQUATE BUT THE STATION IS
 LG0470'NOW ALONG OLD STATE HIGHWAY 15.  NEW STATE HIGHWAY 15 IS 3 MILES
 LG0470'WEST.
 LG0470'
 LG0470'STATION MARK IS 45 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 LG0470'OF TABOR HALL, 30 FEET SOUTH OF A POWERLINE POLE WITH A
 LG0470'TRANSFORMER, 31 FEET EAST OF OLD STATE HIGHWAY 15, AND IS FLUSH
 LG0470'WITH THE SURFACE OF THE GROUND.
 LG0470'
 LG0470'REFERENCE MARK NO. 1 IS 30.5 FEET EAST OF THE NORTHWEST CORNER
 LG0470'OF THE BUILDING, 5.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 LG0470'BUILDING, 1 FOOT NORTH OF THE NORTH EDGE OF THE BUILDING, AND
 LG0470'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0470'
 LG0470'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF AN EAST-WEST ROAD, 20
 LG0470'FEET EAST OF THE CENTER OF OLD HIGHWAY 15, 65 FEET SOUTHWEST OF
 LG0470'THE SOUTHWEST CORNER OF THE HALL, AND IS FLUSH WITH THE SURFACE
 LG0470'OF THE GROUND.
 LG0470'
 LG0470'AZIMUTH MARK IS 34 FEET NORTH-NORTHEAST OF A POWERLINE POLE,
 LG0470'33 FEET WEST OF CENTER OF OLD STATE HIGHWAY 15, 1/2 FOOT EAST OF
 LG0470'A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND PROJECTS 2
 LG0470'INCHES.
 LG0470'
 LG0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 LG0470'MILES SOUTH AND 1/2 MILE WEST OF DORCHESTER.
 LG0470
 LG0470                          STATION RECOVERY (1975)
 LG0470
 LG0470'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 LG0470'REFER TO USC AND GS QUAD 400971 PAGE 1025 STATION AND AZIMUTH FOUND
 LG0470'IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0469 ***********************************************************************
 LG0469  DESIGNATION -  TABOR AZ MK
 LG0469  PID         -  LG0469
 LG0469  STATE/COUNTY-  NE/SALINE
 LG0469  COUNTRY     -  US
 LG0469  USGS QUAD   -  PLEASANT HILL (2017)
 LG0469
 LG0469                         *CURRENT SURVEY CONTROL
 LG0469  ______________________________________________________________________
 LG0469* NAD 83(1986) POSITION- 40 35 19.89   (N) 097 07 22.19   (W)   HD_HELD1
 LG0469* NAVD 88 ORTHO HEIGHT -   453.953 (meters)     1489.34  (feet) ADJUSTED
 LG0469  ______________________________________________________________________
 LG0469  GEOID HEIGHT    -        -26.910 (meters)                     GEOID18
 LG0469  DYNAMIC HEIGHT  -        453.702 (meters)     1488.52  (feet) COMP
 LG0469  MODELED GRAVITY -    980,057.4   (mgal)                       NAVD 88
 LG0469
 LG0469  VERT ORDER      -  SECOND    CLASS 0
 LG0469
 LG0469.The horizontal coordinates were determined by differentially corrected
 LG0469.hand held GPS observations or other comparable positioning techniques
 LG0469.and have an estimated accuracy of +/- 3 meters.
 LG0469
 LG0469.The orthometric height was determined by differential leveling and
 LG0469.adjusted by the NATIONAL GEODETIC SURVEY
 LG0469.in June 1991.
 LG0469
 LG0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0469.GEOID18 height accuracy estimate available here.
 LG0469
 LG0469.Click photographs - Photos may exist for this station.
 LG0469
 LG0469.The dynamic height is computed by dividing the NAVD 88
 LG0469.geopotential number by the normal gravity value computed on the
 LG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0469.degrees latitude (g = 980.6199 gals.).
 LG0469
 LG0469.The modeled gravity was interpolated from observed gravity values.
 LG0469
 LG0469;                    North         East    Units  Estimated Accuracy
 LG0469;SPC NE       -    87,937.2     743,472.0     MT  (+/- 3 meters HH1 GPS) 
 LG0469
 LG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5885494811(NAD 83)
 LG0469
 LG0469                          SUPERSEDED SURVEY CONTROL
 LG0469
 LG0469  NGVD 29 (??/??/92)  453.794  (m)         1488.82   (f) ADJ UNCH    2 0
 LG0469
 LG0469.Superseded values are not recommended for survey control.
 LG0469
 LG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0469.See file dsdata.pdf to determine how the superseded data were derived.
 LG0469
 LG0469_MARKER: DZ = AZIMUTH MARK DISK
 LG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0469_STAMPING: TABOR 1947
 LG0469_MARK LOGO: CGS
 LG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0469+STABILITY: SURFACE MOTION
 LG0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0469+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 LG0469
 LG0469  HISTORY     - Date     Condition        Report By
 LG0469  HISTORY     - 1947     MONUMENTED       CGS
 LG0469  HISTORY     - 1961     GOOD             CGS
 LG0469  HISTORY     - 20091119 GOOD             INDIV
 LG0469
 LG0469                          STATION DESCRIPTION
 LG0469
 LG0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0469'4.4 MI S FROM DORCHESTER.
 LG0469'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0469'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0469'THENCE 4.1 MILES SOUTH ALONG STATE HIGHWAY 15, 34 FEET WEST OF
 LG0469'THE CENTER OF STATE HIGHWAY 15, 1.8 FEET SOUTH OF A POWER POLE,
 LG0469'1.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 6 INCHES EAST
 LG0469'OF A FENCE, LEVEL WITH THE HIGHWAY, SET IN TOP OF A SQUARE
 LG0469'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 LG0469
 LG0469                          STATION RECOVERY (2009)
 LG0469
 LG0469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LG0469'RECOVERED AS DESCRIBED,PROJECTS 1.3 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0471 ***********************************************************************
 LG0471  DESIGNATION -  TABOR RM 2
 LG0471  PID         -  LG0471
 LG0471  STATE/COUNTY-  NE/SALINE
 LG0471  COUNTRY     -  US
 LG0471  USGS QUAD   -  PLEASANT HILL (2017)
 LG0471
 LG0471                         *CURRENT SURVEY CONTROL
 LG0471  ______________________________________________________________________
 LG0471* NAD 83(1986) POSITION- 40 34 55.82   (N) 097 07 22.38   (W)   HD_HELD1
 LG0471* NAVD 88 ORTHO HEIGHT -   455.164 (meters)     1493.32  (feet) ADJUSTED
 LG0471  ______________________________________________________________________
 LG0471  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 LG0471  DYNAMIC HEIGHT  -        454.912 (meters)     1492.49  (feet) COMP
 LG0471  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 LG0471
 LG0471  VERT ORDER      -  SECOND    CLASS 0
 LG0471
 LG0471.The horizontal coordinates were determined by differentially corrected
 LG0471.hand held GPS observations or other comparable positioning techniques
 LG0471.and have an estimated accuracy of +/- 3 meters.
 LG0471
 LG0471.The orthometric height was determined by differential leveling and
 LG0471.adjusted by the NATIONAL GEODETIC SURVEY
 LG0471.in June 1991.
 LG0471
 LG0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0471.GEOID18 height accuracy estimate available here.
 LG0471
 LG0471.Click photographs - Photos may exist for this station.
 LG0471
 LG0471.The dynamic height is computed by dividing the NAVD 88
 LG0471.geopotential number by the normal gravity value computed on the
 LG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0471.degrees latitude (g = 980.6199 gals.).
 LG0471
 LG0471.The modeled gravity was interpolated from observed gravity values.
 LG0471
 LG0471;                    North         East    Units  Estimated Accuracy
 LG0471;SPC NE       -    87,195.1     743,492.2     MT  (+/- 3 meters HH1 GPS) 
 LG0471
 LG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5886594069(NAD 83)
 LG0471
 LG0471                          SUPERSEDED SURVEY CONTROL
 LG0471
 LG0471  NGVD 29 (??/??/92)  455.005  (m)         1492.80   (f) ADJ UNCH    2 0
 LG0471
 LG0471.Superseded values are not recommended for survey control.
 LG0471
 LG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0471.See file dsdata.pdf to determine how the superseded data were derived.
 LG0471
 LG0471_MARKER: DR = REFERENCE MARK DISK
 LG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0471_STAMPING: TABOR NO 2 1947
 LG0471_MARK LOGO: CGS
 LG0471_PROJECTION: RECESSED 3 CENTIMETERS
 LG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0471+STABILITY: SURFACE MOTION
 LG0471
 LG0471  HISTORY     - Date     Condition        Report By
 LG0471  HISTORY     - 1947     MONUMENTED       CGS
 LG0471  HISTORY     - 1961     GOOD             CGS
 LG0471
 LG0471                          STATION DESCRIPTION
 LG0471
 LG0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0471'4.7 MI S FROM DORCHESTER.
 LG0471'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0471'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0471'THENCE 4.4 MILES SOUTH ALONG STATE HIGHWAY 15 TO THE RAB TABOR
 LG0471'742 C.B.J. LODGE BUILDING, 60 FEET SOUTH OF TRIANGULATION STATION,
 LG0471'42 FEET SOUTHWEST OF THE LODGE BUILDING, 32 FEET EAST OF THE
 LG0471'CENTER OF STATE HIGHWAY 15, 25 FEET NORTHEAST OF A ROAD
 LG0471'CROSSING, 23 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 LG0471'NORTH OF A POWER POLE, SET IN TOP OF A SQUARE CONCRETE POST 1
 LG0471'INCH UNDER GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0367 ***********************************************************************
 MM0367  DESIGNATION -  TALLINE
 MM0367  PID         -  MM0367
 MM0367  STATE/COUNTY-  NE/CUSTER
 MM0367  COUNTRY     -  US
 MM0367  USGS QUAD   -  ARNOLD SW (2017)
 MM0367
 MM0367                         *CURRENT SURVEY CONTROL
 MM0367  ______________________________________________________________________
 MM0367* NAD 83(1995) POSITION- 41 15 07.29749(N) 100 10 43.89376(W)   ADJUSTED
 MM0367* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 MM0367  ______________________________________________________________________
 MM0367  GEOID HEIGHT    -        -22.265 (meters)                     GEOID18
 MM0367  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 MM0367  HORZ ORDER      -  FIRST
 MM0367
 MM0367.The horizontal coordinates were established by classical geodetic methods
 MM0367.and adjusted by the National Geodetic Survey in August 1997.
 MM0367
 MM0367.The orthometric height was scaled from a topographic map.
 MM0367
 MM0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0367.GEOID18 height accuracy estimate available here.
 MM0367
 MM0367.Click photographs - Photos may exist for this station.
 MM0367
 MM0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0367
 MM0367. The following values were computed from the NAD 83(1995) position.
 MM0367
 MM0367;                    North         East     Units Scale Factor Converg.
 MM0367;SPC NE       -   157,526.701   485,014.082   MT  0.99966836   -0 07 06.7
 MM0367;SPC NE       -   516,818.85  1,591,250.37   sFT  0.99966836   -0 07 06.7
 MM0367;UTM  14      - 4,567,405.083   401,233.810   MT  0.99972005   -0 46 38.5
 MM0367
 MM0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0367!SPC NE       -   0.99986010  x   0.99966836  =   0.99952851
 MM0367!UTM  14      -   0.99986010  x   0.99972005  =   0.99958019
 MM0367
 MM0367:                Primary Azimuth Mark                     Grid Az
 MM0367:SPC NE       -  TALLINE RM 1 AZIMUTH                     012 07 46.4
 MM0367:UTM  14      -  TALLINE RM 1 AZIMUTH                     012 47 18.2
 MM0367
 MM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0123367405(NAD 83)
 MM0367
 MM0367|---------------------------------------------------------------------|
 MM0367| PID    Reference Object                     Distance      Geod. Az  |
 MM0367|                                                           dddmmss.s |
 MM0367| CO2556 TALLINE RM 1 AZIMUTH                APPROX. 0.5 KM 0120039.7 |
 MM0367| CO2557 TALLINE RM 2                         92.964 METERS 08935     |
 MM0367| MM0373 TALLINE CHURCH BELFRY               APPROX. 0.8 KM 1190239.8 |
 MM0367| CO2558 TALLINE RM 3                         28.507 METERS 17812     |
 MM0367|---------------------------------------------------------------------|
 MM0367
 MM0367                          SUPERSEDED SURVEY CONTROL
 MM0367
 MM0367  NAD 83(1986)-  41 15 07.30437(N)    100 10 43.90048(W) AD(       ) 1
 MM0367  NAD 27      -  41 15 07.28900(N)    100 10 42.43900(W) AD(       ) 1
 MM0367
 MM0367.Superseded values are not recommended for survey control.
 MM0367
 MM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0367.See file dsdata.pdf to determine how the superseded data were derived.
 MM0367
 MM0367_MARKER: DS = TRIANGULATION STATION DISK
 MM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0367_STAMPING: TALLINE 1933
 MM0367_MARK LOGO: CGS
 MM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0367+STABILITY: SURFACE MOTION
 MM0367
 MM0367  HISTORY     - Date     Condition        Report By
 MM0367  HISTORY     - 1933     MONUMENTED       CGS
 MM0367
 MM0367                          STATION DESCRIPTION
 MM0367
 MM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0367'ABOUT 11 MILES SOUTH BY EAST OF ARNOLD AND 1/2 MILE NORTHWEST
 MM0367'OF THE TALLIN UNION CHURCH, IN SOUTHEAST QUARTER SEC. 21, T. 15
 MM0367'N., R. 25 W., IN PASTURE OWNED BY CHAS. JACOBSON.
 MM0367'
 MM0367'REACHED FROM ARNOLD VIA STATE HIGHWAY 40 SOUTH 11.0 MILES,
 MM0367'THENCE EAST ON STATE HIGHWAY 40 FOR 0.5 MILE TO JACOBSONS HOUSE
 MM0367'ON SOUTH SIDE OF ROAD.  FROM HOUSE DRIVE SOUTHEAST ACROSS PASTURE
 MM0367'1.0 MILE TO STATION.  STATION IS ON SUMMIT OF ROUNDED KNOLL
 MM0367'IN PASTURE, APPROXIMATELY 350 FEET WEST OF SECTION-LINE ROAD,
 MM0367'0.2 MILE NORTHWEST OF SOUTHEAST CORNER OF SEC. 21.  MARK IS
 MM0367'4 INCHES ABOVE GROUND.
 MM0367'
 MM0367'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION
 MM0367'IN FENCE CORNER AT NORTHEAST CORNER OF FIELD.
 MM0367'
 MM0367'REFERENCE MARK NO. 2 IS EAST OF STATION IN FENCE
 MM0367'LINE ON WEST SIDE OF ROAD.
 MM0367'
 MM0367'REFERENCE MARK NO. 3 IS SOUTH OF STATION.
 MM0367'
 MM0367'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0367'
 MM0367'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.16 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0373 ***********************************************************************
 MM0373  DESIGNATION -  TALLINE CHURCH BELFRY
 MM0373  PID         -  MM0373
 MM0373  STATE/COUNTY-  NE/CUSTER
 MM0373  COUNTRY     -  US
 MM0373  USGS QUAD   -  ODENCRANZE TABLE NORTH (2017)
 MM0373
 MM0373                         *CURRENT SURVEY CONTROL
 MM0373  ______________________________________________________________________
 MM0373* NAD 83(1995) POSITION- 41 14 54.75579(N) 100 10 13.97195(W)   ADJUSTED
 MM0373  ______________________________________________________________________
 MM0373  GEOID HEIGHT    -        -22.281 (meters)                     GEOID18
 MM0373  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 MM0373  HORZ ORDER      -  THIRD
 MM0373
 MM0373.The horizontal coordinates were established by classical geodetic methods
 MM0373.and adjusted by the National Geodetic Survey in August 1997.
 MM0373
 MM0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0373.GEOID18 height accuracy estimate available here.
 MM0373
 MM0373.Click photographs - Photos may exist for this station.
 MM0373
 MM0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0373
 MM0373. The following values were computed from the NAD 83(1995) position.
 MM0373
 MM0373;                    North         East     Units Scale Factor Converg.
 MM0373;SPC NE       -   157,138.516   485,709.716   MT  0.99966863   -0 06 46.9
 MM0373;SPC NE       -   515,545.28  1,593,532.63   sFT  0.99966863   -0 06 46.9
 MM0373;UTM  14      - 4,567,008.904   401,924.969   MT  0.99971838   -0 46 18.6
 MM0373
 MM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0192467008(NAD 83)
 MM0373
 MM0373                          SUPERSEDED SURVEY CONTROL
 MM0373
 MM0373  NAD 83(1986)-  41 14 54.76233(N)    100 10 13.97840(W) AD(       ) 3
 MM0373  NAD 27      -  41 14 54.74700(N)    100 10 12.51800(W) AD(       ) 3
 MM0373
 MM0373.Superseded values are not recommended for survey control.
 MM0373
 MM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0373.See file dsdata.pdf to determine how the superseded data were derived.
 MM0373
 MM0373_MARKER: 75 = BELFRY
 MM0373
 MM0373  HISTORY     - Date     Condition        Report By
 MM0373  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0373
 MM0373                          STATION DESCRIPTION
 MM0373
 MM0373'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0516 ***********************************************************************
 LG0516  DESIGNATION -  TAMORA AZ MK
 LG0516  PID         -  LG0516
 LG0516  STATE/COUNTY-  NE/SEWARD
 LG0516  COUNTRY     -  US
 LG0516  USGS QUAD   -  STAPLEHURST (2017)
 LG0516
 LG0516                         *CURRENT SURVEY CONTROL
 LG0516  ______________________________________________________________________
 LG0516* NAD 83(1986) POSITION- 40 54 05.32   (N) 097 09 12.96   (W)   HD_HELD1
 LG0516* NAVD 88 ORTHO HEIGHT -   465.981 (meters)     1528.81  (feet) ADJUSTED
 LG0516  ______________________________________________________________________
 LG0516  GEOID HEIGHT    -        -26.831 (meters)                     GEOID18
 LG0516  DYNAMIC HEIGHT  -        465.737 (meters)     1528.01  (feet) COMP
 LG0516  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 LG0516
 LG0516  VERT ORDER      -  SECOND    CLASS 0
 LG0516
 LG0516.The horizontal coordinates were determined by differentially corrected
 LG0516.hand held GPS observations or other comparable positioning techniques
 LG0516.and have an estimated accuracy of +/- 3 meters.
 LG0516
 LG0516.The orthometric height was determined by differential leveling and
 LG0516.adjusted by the NATIONAL GEODETIC SURVEY
 LG0516.in June 1991.
 LG0516
 LG0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0516.GEOID18 height accuracy estimate available here.
 LG0516
 LG0516.Click photographs - Photos may exist for this station.
 LG0516
 LG0516.The dynamic height is computed by dividing the NAVD 88
 LG0516.geopotential number by the normal gravity value computed on the
 LG0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0516.degrees latitude (g = 980.6199 gals.).
 LG0516
 LG0516.The modeled gravity was interpolated from observed gravity values.
 LG0516
 LG0516;                    North         East    Units  Estimated Accuracy
 LG0516;SPC NE       -   122,539.5     739,726.7     MT  (+/- 3 meters HH1 GPS) 
 LG0516
 LG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5551929461(NAD 83)
 LG0516
 LG0516                          SUPERSEDED SURVEY CONTROL
 LG0516
 LG0516  NGVD 29 (??/??/92)  465.802  (m)         1528.22   (f) ADJ UNCH    2 0
 LG0516
 LG0516.Superseded values are not recommended for survey control.
 LG0516
 LG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0516.See file dsdata.pdf to determine how the superseded data were derived.
 LG0516
 LG0516_MARKER: DZ = AZIMUTH MARK DISK
 LG0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0516_STAMPING: TAMORA 1947
 LG0516_MARK LOGO: CGS
 LG0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0516+STABILITY: SURFACE MOTION
 LG0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0516+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 LG0516
 LG0516  HISTORY     - Date     Condition        Report By
 LG0516  HISTORY     - 1947     MONUMENTED       CGS
 LG0516  HISTORY     - 1961     GOOD             CGS
 LG0516  HISTORY     - 1975     GOOD             NGS
 LG0516  HISTORY     - 20120711 GOOD             GEOCAC
 LG0516  HISTORY     - 20160706 GOOD             NEGS
 LG0516
 LG0516                          STATION DESCRIPTION
 LG0516
 LG0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0516'3 MI NW FROM SEWARD.
 LG0516'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0516'FROM THE STATION AT SEWARD, THENCE 2.4 MILES WEST ALONG U.S.
 LG0516'HIGHWAY 34 AND STATE HIGHWAY 2, 78.2 FEET EAST OF A POWER POLE
 LG0516'WITH TRANSFORMER, 50.2 FEET SOUTH OF THE CENTER LINE OF THE
 LG0516'HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, 1 FOOT WEST OF
 LG0516'A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0516'POST PROJECTING 5 INCHES ABOVE GROUND.
 LG0516
 LG0516                          STATION RECOVERY (1975)
 LG0516
 LG0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0516'RECOVERED IN GOOD CONDITION.
 LG0516
 LG0516                          STATION RECOVERY (2012)
 LG0516
 LG0516'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LG0516'ON THE SOUTH SIDE OF US HWY 34, ABOUT 290 FEET WEST OF THE
 LG0516'INTERSECTION WITH CO RD 317, AND ABOUT 1280 FEET EAST OF THE
 LG0516'INTERSECTION WITH CO RD 322.  THE SIGN AND EAST-WEST FENCE DESCRIBED
 LG0516'IN 1975 HAVE BEEN REMOVED.
 LG0516
 LG0516                          STATION RECOVERY (2016)
 LG0516
 LG0516'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG0516'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0519 ***********************************************************************
 LG0519  DESIGNATION -  TAMORA RESET
 LG0519  PID         -  LG0519
 LG0519  STATE/COUNTY-  NE/SEWARD
 LG0519  COUNTRY     -  US
 LG0519  USGS QUAD   -  STAPLEHURST (2017)
 LG0519
 LG0519                         *CURRENT SURVEY CONTROL
 LG0519  ______________________________________________________________________
 LG0519* NAD 83(1995) POSITION- 40 54 14.79815(N) 097 09 29.97810(W)   ADJUSTED
 LG0519* NAVD 88 ORTHO HEIGHT -   468.69  (meters)     1537.7   (feet) RESET
 LG0519  ______________________________________________________________________
 LG0519  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 LG0519  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 LG0519  HORZ ORDER      -  SECOND
 LG0519  VERT ORDER      -  THIRD
 LG0519
 LG0519.The horizontal coordinates were established by classical geodetic methods
 LG0519.and adjusted by the National Geodetic Survey in August 1997.
 LG0519
 LG0519.The orthometric height was computed from unverified reset data.
 LG0519
 LG0519.No vertical observational check was made to the station.
 LG0519
 LG0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0519.GEOID18 height accuracy estimate available here.
 LG0519
 LG0519.Click photographs - Photos may exist for this station.
 LG0519
 LG0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0519
 LG0519. The following values were computed from the NAD 83(1995) position.
 LG0519
 LG0519;                    North         East     Units Scale Factor Converg.
 LG0519;SPC NE       -   122,818.514   739,319.097   MT  0.99971335   +1 52 59.4
 LG0519;SPC NE       -   402,947.07  2,425,582.74   sFT  0.99971335   +1 52 59.4
 LG0519;UTM  14      - 4,529,745.199   655,115.613   MT  0.99989615   +1 12 22.2
 LG0519
 LG0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0519!SPC NE       -   0.99993069  x   0.99971335  =   0.99964406
 LG0519!UTM  14      -   0.99993069  x   0.99989615  =   0.99982685
 LG0519
 LG0519:                Primary Azimuth Mark                     Grid Az
 LG0519:SPC NE       -  TAMORA AZ MK                             124 23 19.0
 LG0519:UTM  14      -  TAMORA AZ MK                             125 03 56.2
 LG0519
 LG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5511529745(NAD 83)
 LG0519
 LG0519|---------------------------------------------------------------------|
 LG0519| PID    Reference Object                     Distance      Geod. Az  |
 LG0519|                                                           dddmmss.s |
 LG0519| LG0756 SEWARD MUNICIPAL TANK               APPROX. 4.9 KM 0833616.8 |
 LG0519| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 5.1 KM 0855323.2 |
 LG0519| LG0516 TAMORA AZ MK                                       1261618.4 |
 LG0519| LG0517 TAMORA RM 1                          18.675 METERS 12715     |
 LG0519| LG0520 TAMORA RM 2                          21.546 METERS 21655     |
 LG0519|---------------------------------------------------------------------|
 LG0519
 LG0519                          SUPERSEDED SURVEY CONTROL
 LG0519
 LG0519  NAD 83(1986)-  40 54 14.80708(N)    097 09 29.97768(W) AD(       ) 2
 LG0519  NGVD 29 (01/31/13)  468.51   (m)         1537.1    (f) RESET       3  
 LG0519
 LG0519.Superseded values are not recommended for survey control.
 LG0519
 LG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0519.See file dsdata.pdf to determine how the superseded data were derived.
 LG0519
 LG0519_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0519_STAMPING: TAMORA 1947 1975
 LG0519_MARK LOGO: NGS
 LG0519_PROJECTION: RECESSED 25 CENTIMETERS
 LG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0519+STABILITY: SURFACE MOTION
 LG0519
 LG0519  HISTORY     - Date     Condition        Report By
 LG0519  HISTORY     - 1975     MONUMENTED       NGS
 LG0519
 LG0519                          STATION DESCRIPTION
 LG0519
 LG0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LG0519'3.4 MI NW FROM SEWARD.
 LG0519'FROM THE COURTHOUSE IN SEWARD, AT THE JUNCTION OF U.S. HIGHWAYS
 LG0519'37 AND 34 AND STATE HIGHWAY 15, GO WEST ALONG HIGHWAY 34 FOR
 LG0519'3.25 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH ON A GRAVELED
 LG0519'ROAD FOR 0.15 MILE TO THE DALE ROCKER FARM AND STATION MARK ON
 LG0519'THE LEFT, 155 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LG0519'HOUSE, 80 FEET EAST OF THE SOUTHEAST CORNER OF A STOCK BARN,
 LG0519'73 FEET NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER, 33
 LG0519'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF WEIGHT SCALES AND
 LG0519'32 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  A STANDARD
 LG0519'TRIANGULATION STATION DISK STAMPED TAMORA 1947 1975, SET 10
 LG0519'INCHES BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0517 ***********************************************************************
 LG0517  DESIGNATION -  TAMORA RM 1
 LG0517  PID         -  LG0517
 LG0517  STATE/COUNTY-  NE/SEWARD
 LG0517  COUNTRY     -  US
 LG0517  USGS QUAD   -  STAPLEHURST (2017)
 LG0517
 LG0517                         *CURRENT SURVEY CONTROL
 LG0517  ______________________________________________________________________
 LG0517* NAD 83(1986) POSITION- 40 54 14.43   (N) 097 09 29.34   (W)   HD_HELD1
 LG0517* NAVD 88 ORTHO HEIGHT -   469.453 (meters)     1540.20  (feet) ADJUSTED
 LG0517  ______________________________________________________________________
 LG0517  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 LG0517  DYNAMIC HEIGHT  -        469.208 (meters)     1539.39  (feet) COMP
 LG0517  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 LG0517
 LG0517  VERT ORDER      -  SECOND    CLASS 0
 LG0517
 LG0517.The horizontal coordinates were determined by differentially corrected
 LG0517.hand held GPS observations or other comparable positioning techniques
 LG0517.and have an estimated accuracy of +/- 3 meters.
 LG0517
 LG0517.The orthometric height was determined by differential leveling and
 LG0517.adjusted by the NATIONAL GEODETIC SURVEY
 LG0517.in June 1991.
 LG0517
 LG0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0517.GEOID18 height accuracy estimate available here.
 LG0517
 LG0517.Click photographs - Photos may exist for this station.
 LG0517
 LG0517.The dynamic height is computed by dividing the NAVD 88
 LG0517.geopotential number by the normal gravity value computed on the
 LG0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0517.degrees latitude (g = 980.6199 gals.).
 LG0517
 LG0517.The modeled gravity was interpolated from observed gravity values.
 LG0517
 LG0517;                    North         East    Units  Estimated Accuracy
 LG0517;SPC NE       -   122,807.7     739,334.4     MT  (+/- 3 meters HH1 GPS) 
 LG0517
 LG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5513029734(NAD 83)
 LG0517
 LG0517                          SUPERSEDED SURVEY CONTROL
 LG0517
 LG0517  NGVD 29 (??/??/92)  469.274  (m)         1539.61   (f) ADJ UNCH    2 0
 LG0517
 LG0517.Superseded values are not recommended for survey control.
 LG0517
 LG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0517.See file dsdata.pdf to determine how the superseded data were derived.
 LG0517
 LG0517_MARKER: DR = REFERENCE MARK DISK
 LG0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0517_STAMPING: TAMORA NO 1 1947
 LG0517_MARK LOGO: CGS
 LG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0517+STABILITY: SURFACE MOTION
 LG0517
 LG0517  HISTORY     - Date     Condition        Report By
 LG0517  HISTORY     - 1947     MONUMENTED       CGS
 LG0517  HISTORY     - 1961     GOOD             CGS
 LG0517  HISTORY     - 1975     GOOD             NGS
 LG0517
 LG0517                          STATION DESCRIPTION
 LG0517
 LG0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0517'3.4 MI NW FROM SEWARD.
 LG0517'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0517'FROM THE STATION AT SEWARD, THENCE 2.65 MILES WEST ALONG U.S.
 LG0517'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 0.15 MILE NORTH ALONG
 LG0517'A GRAVEL ROAD, 61.27 FEET SOUTHEAST OF THE STATION, 16 FEET
 LG0517'EAST OF THE CENTER OF A N-S ROAD, 0.8 FOOT WEST OF A FENCE,
 LG0517'1.3 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0517'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LG0517
 LG0517                          STATION RECOVERY (1975)
 LG0517
 LG0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0520 ***********************************************************************
 LG0520  DESIGNATION -  TAMORA RM 2
 LG0520  PID         -  LG0520
 LG0520  STATE/COUNTY-  NE/SEWARD
 LG0520  COUNTRY     -  US
 LG0520  USGS QUAD   -  STAPLEHURST (2017)
 LG0520
 LG0520                         *CURRENT SURVEY CONTROL
 LG0520  ______________________________________________________________________
 LG0520* NAD 83(1986) POSITION- 40 54 14.24   (N) 097 09 30.53   (W)   HD_HELD1
 LG0520* NAVD 88 ORTHO HEIGHT -   469.396 (meters)     1540.01  (feet) ADJUSTED
 LG0520  ______________________________________________________________________
 LG0520  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 LG0520  DYNAMIC HEIGHT  -        469.151 (meters)     1539.21  (feet) COMP
 LG0520  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 LG0520
 LG0520  VERT ORDER      -  SECOND    CLASS 0
 LG0520
 LG0520.The horizontal coordinates were determined by differentially corrected
 LG0520.hand held GPS observations or other comparable positioning techniques
 LG0520.and have an estimated accuracy of +/- 3 meters.
 LG0520
 LG0520.The orthometric height was determined by differential leveling and
 LG0520.adjusted by the NATIONAL GEODETIC SURVEY
 LG0520.in June 1991.
 LG0520
 LG0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0520.GEOID18 height accuracy estimate available here.
 LG0520
 LG0520.Click photographs - Photos may exist for this station.
 LG0520
 LG0520.The dynamic height is computed by dividing the NAVD 88
 LG0520.geopotential number by the normal gravity value computed on the
 LG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0520.degrees latitude (g = 980.6199 gals.).
 LG0520
 LG0520.The modeled gravity was interpolated from observed gravity values.
 LG0520
 LG0520;                    North         East    Units  Estimated Accuracy
 LG0520;SPC NE       -   122,800.9     739,306.8     MT  (+/- 3 meters HH1 GPS) 
 LG0520
 LG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5510329727(NAD 83)
 LG0520
 LG0520                          SUPERSEDED SURVEY CONTROL
 LG0520
 LG0520  NGVD 29 (??/??/92)  469.218  (m)         1539.43   (f) ADJ UNCH    2 0
 LG0520
 LG0520.Superseded values are not recommended for survey control.
 LG0520
 LG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0520.See file dsdata.pdf to determine how the superseded data were derived.
 LG0520
 LG0520_MARKER: DR = REFERENCE MARK DISK
 LG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0520_STAMPING: TAMORA NO 2 1947
 LG0520_MARK LOGO: CGS
 LG0520_PROJECTION: RECESSED 5 CENTIMETERS
 LG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0520+STABILITY: SURFACE MOTION
 LG0520
 LG0520  HISTORY     - Date     Condition        Report By
 LG0520  HISTORY     - 1947     MONUMENTED       CGS
 LG0520  HISTORY     - 1961     GOOD             CGS
 LG0520  HISTORY     - 1975     GOOD             NGS
 LG0520
 LG0520                          STATION DESCRIPTION
 LG0520
 LG0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0520'3.4 MI NW FROM SEWARD.
 LG0520'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0520'FROM THE STATION AT SEWARD, THENCE 2.65 MILES WEST ALONG U.S.
 LG0520'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 0.15 MILE NORTH ALONG
 LG0520'A GRAVEL ROAD, 70.69 FEET SOUTHWEST OF THE STATION, 20 FEET
 LG0520'NORTH OF THE CENTER OF A FARM DRIVEWAY, 32 FEET WEST OF POWER
 LG0520'POLE F23-2 WITH A TRANSFORMER AND A GUY WIRE, 1 FOOT NORTH OF
 LG0520'A HEDGE, SET IN TOP OF A SQUARE CONCRETE POST 2 INCHES BELOW
 LG0520'GROUND SURFACE.
 LG0520
 LG0520                          STATION RECOVERY (1975)
 LG0520
 LG0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0399 ***********************************************************************
 LG0399  DESIGNATION -  TANK
 LG0399  PID         -  LG0399
 LG0399  STATE/COUNTY-  NE/LANCASTER
 LG0399  COUNTRY     -  US
 LG0399  USGS QUAD   -  EMERALD (2017)
 LG0399
 LG0399                         *CURRENT SURVEY CONTROL
 LG0399  ______________________________________________________________________
 LG0399* NAD 83(1995) POSITION- 40 51 22.57930(N) 096 47 36.86657(W)   ADJUSTED
 LG0399* NAVD 88 ORTHO HEIGHT -   389.967 (meters)     1279.42  (feet) ADJUSTED
 LG0399  ______________________________________________________________________
 LG0399  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 LG0399  LAPLACE CORR    -          5.55  (seconds)                    DEFLEC18
 LG0399  DYNAMIC HEIGHT  -        389.787 (meters)     1278.83  (feet) COMP
 LG0399  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LG0399
 LG0399  HORZ ORDER      -  THIRD
 LG0399  VERT ORDER      -  SECOND    CLASS 0
 LG0399
 LG0399.The horizontal coordinates were established by classical geodetic methods
 LG0399.and adjusted by the National Geodetic Survey in August 1997.
 LG0399
 LG0399.The orthometric height was determined by differential leveling and
 LG0399.adjusted by the NATIONAL GEODETIC SURVEY
 LG0399.in June 1991.
 LG0399
 LG0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0399.GEOID18 height accuracy estimate available here.
 LG0399
 LG0399.Click photographs - Photos may exist for this station.
 LG0399
 LG0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0399
 LG0399.The dynamic height is computed by dividing the NAVD 88
 LG0399.geopotential number by the normal gravity value computed on the
 LG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0399.degrees latitude (g = 980.6199 gals.).
 LG0399
 LG0399.The modeled gravity was interpolated from observed gravity values.
 LG0399
 LG0399. The following values were computed from the NAD 83(1995) position.
 LG0399
 LG0399;                    North         East     Units Scale Factor Converg.
 LG0399;SPC NE       -   118,585.532   770,221.406   MT  0.99972239   +2 07 29.6
 LG0399;SPC NE       -   389,059.37  2,526,968.06   sFT  0.99972239   +2 07 29.6
 LG0399;UTM  14      - 4,525,145.184   685,973.030   MT  1.00002571   +1 26 37.6
 LG0399
 LG0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0399!SPC NE       -   0.99994297  x   0.99972239  =   0.99966537
 LG0399!UTM  14      -   0.99994297  x   1.00002571  =   0.99996867
 LG0399
 LG0399:                Primary Azimuth Mark                     Grid Az
 LG0399:SPC NE       -  LINCOLN AIR FORCE BASE TANK              113 06 54.8
 LG0399:UTM  14      -  LINCOLN AIR FORCE BASE TANK              113 47 46.8
 LG0399
 LG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8597325145(NAD 83)
 LG0399
 LG0399|---------------------------------------------------------------------|
 LG0399| PID    Reference Object                     Distance      Geod. Az  |
 LG0399|                                                           dddmmss.s |
 LG0399| LG0398 TANK RM 2                            12.028 METERS 01953     |
 LG0399| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 3.6 KM 1151424.4 |
 LG0399| LG0400 TANK RM 1                            10.342 METERS 22656     |
 LG0399|---------------------------------------------------------------------|
 LG0399
 LG0399                          SUPERSEDED SURVEY CONTROL
 LG0399
 LG0399  NAD 83(1986)-  40 51 22.58861(N)    096 47 36.86767(W) AD(       ) 3
 LG0399  NAD 27      -  40 51 22.57090(N)    096 47 35.78892(W) AD(       ) 3
 LG0399  NGVD 29 (??/??/92)  389.830  (m)         1278.97   (f) ADJ UNCH    2 0
 LG0399
 LG0399.Superseded values are not recommended for survey control.
 LG0399
 LG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0399.See file dsdata.pdf to determine how the superseded data were derived.
 LG0399
 LG0399_MARKER: DS = TRIANGULATION STATION DISK
 LG0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0399_STAMPING: TANK 1961
 LG0399_MARK LOGO: CGS
 LG0399_PROJECTION: FLUSH
 LG0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0399+STABILITY: SURFACE MOTION
 LG0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0399+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2020
 LG0399
 LG0399  HISTORY     - Date     Condition        Report By
 LG0399  HISTORY     - 1961     MONUMENTED       CGS
 LG0399  HISTORY     - 1961     GOOD             CGS
 LG0399  HISTORY     - 1976     GOOD             NEDR
 LG0399  HISTORY     - 1976     GOOD             NGS
 LG0399  HISTORY     - 20010816 MARK NOT FOUND   USPSQD
 LG0399  HISTORY     - 2002     GOOD             NEDR
 LG0399  HISTORY     - 20031215 GOOD             NEDR
 LG0399  HISTORY     - 20071010 GOOD             INDIV
 LG0399  HISTORY     - 20200311 GOOD             NEGS
 LG0399
 LG0399                          STATION DESCRIPTION
 LG0399
 LG0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0399'THE STATION IS IN THE RESIDENTIAL AREA OF THE LINCOLN AIR FORCE
 LG0399'BASE, ON THE EAST SIDE OF A LOW HILL, NEAR TWO LARGE CONCRETE
 LG0399'WATER TANKS WHICH ARE PAINTED RED AND WHITE.
 LG0399'
 LG0399'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 77
 LG0399'AND 34 WITH STATE HIGHWAY 2, IN THE SOUTHWEST EDGE OF LINCOLN,
 LG0399'DRIVE WEST AND NORTHWEST ON U.S. HIGHWAY 34 FOR 4.5 MILES TO A
 LG0399'SIDE ROAD LEFT LEADING TO LINCOLN AIR FORCE BASE.  TURN LEFT
 LG0399'AND GO 0.2 MILE TO A GUARD GATE.  PASS THROUGH THE GATE AND DRIVE
 LG0399'SOUTHWEST ON K AVENUE FOR 1.2 MILES TO ITS INTERSECTION WITH
 LG0399'9TH STREET.  TURN RIGHT AND GO 0.6 MILE ALONG 9TH STREET TO A
 LG0399'GUARD GATE.  PASS THROUGH THE GATE, TURN SHARP RIGHT AND
 LG0399'DRIVE NORTH FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT.
 LG0399'TURN LEFT, WEST, ONTO SARNOSKI ROAD AND DRIVE 0.4 MILE TO
 LG0399'THE STATION ON THE LEFT.
 LG0399'
 LG0399'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED TANK 1961,
 LG0399'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE
 LG0399'AT THE TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0399'IT IS 10.0 FEET SOUTHEAST OF THE WIRE FENCE SURROUNDING THE
 LG0399'TWO CONCRETE WATER TANKS AND 9.5 FEET SOUTHEAST OF A METAL
 LG0399'WITNESS POST.
 LG0399
 LG0399                          STATION RECOVERY (1961)
 LG0399
 LG0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0399'7.2 MI NW FROM LINCOLN.
 LG0399'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE HIGHWAY
 LG0399'2 IN THE NORTHWEST EDGE OF LINCOLN PROCEED NORTHWEST ON U.S.
 LG0399'HIGHWAY 34 FOR 4.5 MILE TO A ROAD LEADING SOUTH TO THE LINCOLN
 LG0399'AIR BASE, THENCE 0.2 MILE SOUTH TO A GUARD GATE, THENCE 1.2
 LG0399'MILES SOUTHWEST ON K-AVENUE TO INTERSECTION OF 9TH STREET, THENCE
 LG0399'0.6 MILE WEST ON 9TH STREET TO A GUARD GATE, THENCE 0.35 MILE
 LG0399'NORTH ALONG BAKER AVENUE, THENCE 0.4 MILE WEST ON SARNOSKI ROAD
 LG0399'TO TOP OF HILL AND TWO LARGE CONCRETE WATER TANKS WHICH ARE PAINTED
 LG0399'RED AND WHITE, 75 FEET SOUTHEAST OF THE EAST ONE OF THE TWO
 LG0399'TANKS, 10 FEET SOUTHEAST OF THE COMPOUND FENCE THAT SURROUNDS
 LG0399'THE WATER STORAGE TANKS, 9.5 FEET SOUTHEAST OF A METAL WITNESS
 LG0399'POST WITH SIGN, SET IN TOP A SQUARE CONCRETE POST PROJECTING
 LG0399'2-INCHES ABOVE THE GROUND.
 LG0399
 LG0399                          STATION RECOVERY (1976)
 LG0399
 LG0399'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 LG0399'REFER TO QUAD 400964 PAGE 1003.  STATION, REF 1, REF 2 FOUND IN GOOD
 LG0399'CONDITION AS DESCRIBED.
 LG0399'
 LG0399'NEAREST TOWN--LINCOLN.
 LG0399
 LG0399                          STATION RECOVERY (1976)
 LG0399
 LG0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0399'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LG0399'IN GOOD CONDITION THIS DATE.
 LG0399'
 LG0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE LINCOLN
 LG0399'AIR FORCE BASE.
 LG0399
 LG0399                          STATION RECOVERY (2001)
 LG0399
 LG0399'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0399'TWO TANKS HAVE BEEN DEMOLISHED. LINCOLN AFB WAS DISBANDED. HWYS 2 AND
 LG0399'34 WERE REROUTED. HILLTOP SITE OF TANKS IS LOCATED IN ARNOLD HEIGHTS
 LG0399'PARK. FROM I-80 AND I-180 GO NW ON HWY 34 FOR 3.2 MILE TO SPUR RD 55C
 LG0399'GO 2.1 MILE SW TO AIR PARK RD, TURN RIGHT GO TO END OF AIR PARK RD.
 LG0399'TURN RIGHT ON NW 48TH ST, GO 0.3 MILE TO SUPERIOR ST., TURN LEFT, GO
 LG0399'0.4 MILE TO TOP OF HILL TO ARNOLD HEIGHTS PARK.
 LG0399
 LG0399                          STATION RECOVERY (2002)
 LG0399
 LG0399'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0399'RECOVERED AS DESCRIBED.
 LG0399
 LG0399                          STATION RECOVERY (2003)
 LG0399
 LG0399'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (LB)
 LG0399'RECOVERED IN GOOD CONDITION.
 LG0399
 LG0399                          STATION RECOVERY (2007)
 LG0399
 LG0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (LB)
 LG0399'NDOR ESTABLISHED A NEW ELEVATION 1279.417 FEET IN 2007.
 LG0399
 LG0399                          STATION RECOVERY (2020)
 LG0399
 LG0399'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0399'TO REACH FROM THE INTERSECTION OF WEST O ST. (US HIGHWAY 34) AND NW
 LG0399'48TH ST. IN LINCOLN, NORTHEAST, GO NORTH ON NW 48TH ST. FOR
 LG0399'APPROXIMATELY3.05 MILES TO W.SUPERIOR ST. ON THE LEFT.  TURN LEFT ONTO
 LG0399'W. SUPERIOR ST AND GO WEST FOR APPROXIMATELY 0.40 MI (0.64 KM) TO
 LG0399'PARKING AREA FOR ARNOLD HEIGHTS PARK ON THE LEFT(SOUTH), PULL INTO
 LG0399'PARKING AREA AND MARK IS APPROXIMATELY 500 FT (152.4 M) SOUTHEAST OF
 LG0399'HERE.
 LG0399'
 LG0399'IT IS 39.46 FT (12.0 M) SOUTH-SOUTHWEST OF TANK REFERENCE MARK 2,
 LG0399'33.93 FT (10.3 M) NORTHEAST OF REFERENCE MARK 1, 37.2 FT (11.3 M)
 LG0399'SOUTHEAST OF NEAR FACE METAL POLE WITH SMALL DISH ANTENNA AND 2.6 FT
 LG0399'(0.8 M) SOUTH OF THE SOUTHWEST LEG OF A PARK BENCH, THE SOUTH BENCH OF
 LG0399'2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0406 ***********************************************************************
 MM0406  DESIGNATION -  TANK NEAR CHIM E OF N PLATTE
 MM0406  PID         -  MM0406
 MM0406  STATE/COUNTY-  NE/LINCOLN
 MM0406  COUNTRY     -  US
 MM0406  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0406
 MM0406                         *CURRENT SURVEY CONTROL
 MM0406  ______________________________________________________________________
 MM0406* NAD 83(1995) POSITION- 41 08 41.87023(N) 100 44 21.52403(W)   ADJUSTED
 MM0406  ______________________________________________________________________
 MM0406  GEOID HEIGHT    -        -22.184 (meters)                     GEOID18
 MM0406  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 MM0406  HORZ ORDER      -  THIRD
 MM0406
 MM0406.The horizontal coordinates were established by classical geodetic methods
 MM0406.and adjusted by the National Geodetic Survey in August 1997.
 MM0406
 MM0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0406.GEOID18 height accuracy estimate available here.
 MM0406
 MM0406.Click photographs - Photos may exist for this station.
 MM0406
 MM0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0406
 MM0406. The following values were computed from the NAD 83(1995) position.
 MM0406
 MM0406;                    North         East     Units Scale Factor Converg.
 MM0406;SPC NE       -   145,890.175   437,955.033   MT  0.99967832   -0 29 23.8
 MM0406;SPC NE       -   478,641.35  1,436,857.47   sFT  0.99967832   -0 29 23.8
 MM0406;UTM  14      - 4,556,307.570   354,039.088   MT  0.99986221   -1 08 40.6
 MM0406
 MM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5403956307(NAD 83)
 MM0406
 MM0406                          SUPERSEDED SURVEY CONTROL
 MM0406
 MM0406  NAD 83(1986)-  41 08 41.87535(N)    100 44 21.53040(W) AD(       ) 3
 MM0406  NAD 27      -  41 08 41.88900(N)    100 44 20.00700(W) AD(       ) 3
 MM0406
 MM0406.Superseded values are not recommended for survey control.
 MM0406
 MM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0406.See file dsdata.pdf to determine how the superseded data were derived.
 MM0406
 MM0406_MARKER: 53 = ELEVATED TANK
 MM0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0406+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 MM0406
 MM0406  HISTORY     - Date     Condition        Report By
 MM0406  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0406  HISTORY     - 1958     GOOD             CGS
 MM0406  HISTORY     - 1963     GOOD             CGS
 MM0406  HISTORY     - 1974     GOOD             NGS
 MM0406  HISTORY     - 20010418 GOOD             USPSQD
 MM0406
 MM0406                          STATION DESCRIPTION
 MM0406
 MM0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0406'THE TANK IS LOCATED IN THE NORTHEAST SECTION OF NORTH PLATTE,
 MM0406'AT THE MUNICIPAL POWER PLANT, BETWEEN 12TH AND 13TH STREETS.
 MM0406'IT IS ON THE NORTHWEST SIDE OF THE BUILDING, ADJACENT TO THE
 MM0406'TALL CONCRETE STACK AND IS AN ELEVATED STEEL WATER TANK,
 MM0406'SUPPORTED BY FOUR LEGS.  IT IS CONSIDERABLY LOWER THAN THE
 MM0406'TOP OF THE STACK.
 MM0406
 MM0406                          STATION RECOVERY (1963)
 MM0406
 MM0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0406'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0406'IT IS LOCATED JUST WEST OF NORTH PLATTE, MUNICIPAL POWER
 MM0406'PLANT, STACK, 1951.
 MM0406
 MM0406                          STATION RECOVERY (1974)
 MM0406
 MM0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 MM0406'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION, NO
 MM0406'DESCRIPTION FURNISHED.
 MM0406'
 MM0406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 MM0406'EAST OF NORTH PLATTE
 MM0406
 MM0406                          STATION RECOVERY (2001)
 MM0406
 MM0406'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 MM0406'TANK IS THERE AS DESCRIBED BUT THE TALL CONCRETE STACK HAS BEEN
 MM0406'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0400 ***********************************************************************
 LG0400  DESIGNATION -  TANK RM 1
 LG0400  PID         -  LG0400
 LG0400  STATE/COUNTY-  NE/LANCASTER
 LG0400  COUNTRY     -  US
 LG0400  USGS QUAD   -  EMERALD (2017)
 LG0400
 LG0400                         *CURRENT SURVEY CONTROL
 LG0400  ______________________________________________________________________
 LG0400* NAD 83(1986) POSITION- 40 51 22.35   (N) 096 47 37.19   (W)   HD_HELD1
 LG0400* NAVD 88 ORTHO HEIGHT -   390.318 (meters)     1280.57  (feet) ADJUSTED
 LG0400  ______________________________________________________________________
 LG0400  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 LG0400  DYNAMIC HEIGHT  -        390.138 (meters)     1279.98  (feet) COMP
 LG0400  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LG0400
 LG0400  VERT ORDER      -  SECOND    CLASS 0
 LG0400
 LG0400.The horizontal coordinates were determined by differentially corrected
 LG0400.hand held GPS observations or other comparable positioning techniques
 LG0400.and have an estimated accuracy of +/- 3 meters.
 LG0400
 LG0400.The orthometric height was determined by differential leveling and
 LG0400.adjusted by the NATIONAL GEODETIC SURVEY
 LG0400.in June 1991.
 LG0400
 LG0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0400.GEOID18 height accuracy estimate available here.
 LG0400
 LG0400.Click photographs - Photos may exist for this station.
 LG0400
 LG0400.The dynamic height is computed by dividing the NAVD 88
 LG0400.geopotential number by the normal gravity value computed on the
 LG0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0400.degrees latitude (g = 980.6199 gals.).
 LG0400
 LG0400.The modeled gravity was interpolated from observed gravity values.
 LG0400
 LG0400;                    North         East    Units  Estimated Accuracy
 LG0400;SPC NE       -   118,578.2     770,214.1     MT  (+/- 3 meters HH1 GPS) 
 LG0400
 LG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8596525137(NAD 83)
 LG0400
 LG0400                          SUPERSEDED SURVEY CONTROL
 LG0400
 LG0400  NGVD 29 (??/??/92)  390.180  (m)         1280.12   (f) ADJ UNCH    2 0
 LG0400
 LG0400.Superseded values are not recommended for survey control.
 LG0400
 LG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0400.See file dsdata.pdf to determine how the superseded data were derived.
 LG0400
 LG0400_MARKER: DR = REFERENCE MARK DISK
 LG0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0400_STAMPING: TANK NO 1 1961
 LG0400_MARK LOGO: CGS
 LG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0400+STABILITY: SURFACE MOTION
 LG0400
 LG0400  HISTORY     - Date     Condition        Report By
 LG0400  HISTORY     - 1961     MONUMENTED       CGS
 LG0400  HISTORY     - 20010816 MARK NOT FOUND   USPSQD
 LG0400  HISTORY     - 20031215 GOOD             NEDR
 LG0400
 LG0400                          STATION DESCRIPTION
 LG0400
 LG0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0400'7.2 MI NW FROM LINCOLN.
 LG0400'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE HIGHWAY
 LG0400'2 IN THE NORTHWEST EDGE OF LINCOLN, PROCEED NORTHWEST ON U.S.
 LG0400'HIGHWAY 34 FOR 4.5 MILES TO A ROAD LEADING SOUTH TO THE LINCOLN
 LG0400'AIR FORCE BASE, THENCE 0.2 MILE SOUTH TO A GUARD GATE, THENCE
 LG0400'1.2 MILES SOUTHWEST ON K-AVENUE TO INTERSECTION OF 9TH STREET,
 LG0400'THENCE 0.6 MILE WEST ON 9TH STREET TO A GUARD GATE, THENCE 0.35
 LG0400'MILE NORTH ALONG BAKER AVENUE, THENCE 0.4 MILE WEST ON SARNOSKI
 LG0400'ROAD TO TOP OF HILL AND TWO LARGE CONCRETE WATER TANKS WHICH ARE
 LG0400'PAINTED RED AND WHITE, 33.93 FEET SOUTHWEST OF TRIANGULATION STATION,
 LG0400'1 FOOT SOUTHEAST OF THE COMPOUND FENCE, SET IN TOP OF A SQUARE
 LG0400'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND AND ABOUT 1
 LG0400'FOOT HIGHER THAN STATION.
 LG0400
 LG0400                          STATION RECOVERY (2001)
 LG0400
 LG0400'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0400'TWO TANKS HAVE BEEN DEMOLISHED. LINCOLN AFB WAS DISBANDED. HWYS 2 AND
 LG0400'34 WERE REROUTED. HILLTOP SITE OF TANKS IS LOCATED IN ARNOLD HEIGHTS
 LG0400'PARK. FROM I-80 AND I-180 GO NW ON HWY 34 FOR 3.2 MILE TO SPUR RD 55C,
 LG0400'GO 2.1 MILE SW TO AIR PARK RD, TURN RIGHT,GO TO END OF AIR PARK RD,
 LG0400'TURN RIGHT ON N.W. 48TH ST, GO 0.3 MILE TO SUPERIOR ST, TURN LEFT, GO
 LG0400'0.4 MILE TO TOP OF HILL TO ARNOLD HEIGHTS PARK.
 LG0400
 LG0400                          STATION RECOVERY (2003)
 LG0400
 LG0400'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (LB)
 LG0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0398 ***********************************************************************
 LG0398  DESIGNATION -  TANK RM 2
 LG0398  PID         -  LG0398
 LG0398  STATE/COUNTY-  NE/LANCASTER
 LG0398  COUNTRY     -  US
 LG0398  USGS QUAD   -  EMERALD (2017)
 LG0398
 LG0398                         *CURRENT SURVEY CONTROL
 LG0398  ______________________________________________________________________
 LG0398* NAD 83(1986) POSITION- 40 51 22.95   (N) 096 47 36.69   (W)   HD_HELD1
 LG0398* NAVD 88 ORTHO HEIGHT -   389.873 (meters)     1279.11  (feet) ADJUSTED
 LG0398  ______________________________________________________________________
 LG0398  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 LG0398  DYNAMIC HEIGHT  -        389.693 (meters)     1278.52  (feet) COMP
 LG0398  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LG0398
 LG0398  VERT ORDER      -  SECOND    CLASS 0
 LG0398
 LG0398.The horizontal coordinates were determined by differentially corrected
 LG0398.hand held GPS observations or other comparable positioning techniques
 LG0398.and have an estimated accuracy of +/- 3 meters.
 LG0398
 LG0398.The orthometric height was determined by differential leveling and
 LG0398.adjusted by the NATIONAL GEODETIC SURVEY
 LG0398.in June 1991.
 LG0398
 LG0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0398.GEOID18 height accuracy estimate available here.
 LG0398
 LG0398.Click photographs - Photos may exist for this station.
 LG0398
 LG0398.The dynamic height is computed by dividing the NAVD 88
 LG0398.geopotential number by the normal gravity value computed on the
 LG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0398.degrees latitude (g = 980.6199 gals.).
 LG0398
 LG0398.The modeled gravity was interpolated from observed gravity values.
 LG0398
 LG0398;                    North         East    Units  Estimated Accuracy
 LG0398;SPC NE       -   118,597.1     770,225.1     MT  (+/- 3 meters HH1 GPS) 
 LG0398
 LG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8597625156(NAD 83)
 LG0398
 LG0398                          SUPERSEDED SURVEY CONTROL
 LG0398
 LG0398  NGVD 29 (??/??/92)  389.735  (m)         1278.66   (f) ADJ UNCH    2 0
 LG0398
 LG0398.Superseded values are not recommended for survey control.
 LG0398
 LG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0398.See file dsdata.pdf to determine how the superseded data were derived.
 LG0398
 LG0398_MARKER: DR = REFERENCE MARK DISK
 LG0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0398_STAMPING: TANK NO 2 1961
 LG0398_MARK LOGO: CGS
 LG0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0398+STABILITY: SURFACE MOTION
 LG0398
 LG0398  HISTORY     - Date     Condition        Report By
 LG0398  HISTORY     - 1961     MONUMENTED       CGS
 LG0398  HISTORY     - 20010816 MARK NOT FOUND   USPSQD
 LG0398  HISTORY     - 20031215 GOOD             NEDR
 LG0398
 LG0398                          STATION DESCRIPTION
 LG0398
 LG0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0398'7.2 MI NW FROM LINCOLN.
 LG0398'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE
 LG0398'HIGHWAY 2 IN THE NORTHWEST EDGE OF LINCOLN, PROCEED NORTHWEST ON
 LG0398'U.S. HIGHWAY 34 FOR 4.5 MILES TO A ROAD LEADING SOUTH TO THE
 LG0398'LINCOLN AIR FORCE BASE, THENCE 0.2 MILE SOUTH TO A GUARD GATE,
 LG0398'THENCE 1.2 MILES SOUTHWEST ON K-AVENUE TO INTERSECTION OF 9TH
 LG0398'STREET, THENCE 0.6 MILE WEST ON 9TH STREET TO A GUARD GATE,
 LG0398'THENCE 0.35 MILE NORTH ALONG BAKER AVENUE, THENCE 0.4 MILE WEST
 LG0398'ON SARNOSKI ROAD TO TOP OF HILL AND TWO LARGE CONCRETE WATER
 LG0398'TANKS WHICH ARE PAINTED RED AND WHITE, 39.46 FEET NORTHEAST OF
 LG0398'TRIANGULATION STATION, 1 FOOT SOUTHEAST OF COMPOUND FENCE, SET
 LG0398'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND AND
 LG0398'ABOUT 18 INCHES HIGHER THAN THE STATION.
 LG0398
 LG0398                          STATION RECOVERY (2001)
 LG0398
 LG0398'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0398'TWO TANKS HAVE BEEN DEMOLISHED. LINCOLN AFB WAS DISBANDED. HWYS 2 AND
 LG0398'34 WERE REROUTED. HILLTOP SITE OF TANKS IS LOCATED IN ARNOLD HEIGHTS
 LG0398'PARK. FROM I-80 AND I-180 GO NW ON HWY 34 FOR 3.2 MILE TO SPUR RD 55C,
 LG0398'GO 2.1 MILE SW TO AIR PARK RD, TURN RIGHT,GO TO END OF AIR PARK RD,
 LG0398'TURN RIGHT ON N.W. 48TH ST, GO 0.3 MILE TO SUPERIOR ST, TURN LEFT, GO
 LG0398'0.4 MILE TO TOP OF HILL TO ARNOLD HEIGHTS PARK.
 LG0398
 LG0398                          STATION RECOVERY (2003)
 LG0398
 LG0398'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (LB)
 LG0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1940 ***********************************************************************
 MK1940  DESIGNATION -  TARNOV
 MK1940  PID         -  MK1940
 MK1940  STATE/COUNTY-  NE/PLATTE
 MK1940  COUNTRY     -  US
 MK1940  USGS QUAD   -  CORNLEA (2017)
 MK1940
 MK1940                         *CURRENT SURVEY CONTROL
 MK1940  ______________________________________________________________________
 MK1940* NAD 83(1995) POSITION- 41 38 36.09156(N) 097 32 27.82377(W)   ADJUSTED
 MK1940* NAVD 88 ORTHO HEIGHT -   522.7   (meters)     1715.    (feet) VERTCON
 MK1940  ______________________________________________________________________
 MK1940  GEOID HEIGHT    -        -24.879 (meters)                     GEOID18
 MK1940  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 MK1940  HORZ ORDER      -  FIRST
 MK1940
 MK1940.The horizontal coordinates were established by classical geodetic methods
 MK1940.and adjusted by the National Geodetic Survey in August 1997.
 MK1940
 MK1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1940
 MK1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1940.GEOID18 height accuracy estimate available here.
 MK1940
 MK1940.Click photographs - Photos may exist for this station.
 MK1940
 MK1940.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1940
 MK1940. The following values were computed from the NAD 83(1995) position.
 MK1940
 MK1940;                    North         East     Units Scale Factor Converg.
 MK1940;SPC NE       -   203,870.746   704,761.506   MT  0.99966146   +1 37 46.3
 MK1940;SPC NE       -   668,865.94  2,312,205.04   sFT  0.99966146   +1 37 46.3
 MK1940;UTM  14      - 4,611,208.005   621,499.637   MT  0.99978166   +0 58 10.5
 MK1940
 MK1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1940!SPC NE       -   0.99992192  x   0.99966146  =   0.99958341
 MK1940!UTM  14      -   0.99992192  x   0.99978166  =   0.99970360
 MK1940
 MK1940:                Primary Azimuth Mark                     Grid Az
 MK1940:SPC NE       -  TARNOV AZ MK 2                           099 10 26.8
 MK1940:UTM  14      -  TARNOV AZ MK 2                           099 50 02.6
 MK1940
 MK1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2149911208(NAD 83)
 MK1940
 MK1940|---------------------------------------------------------------------|
 MK1940| PID    Reference Object                     Distance      Geod. Az  |
 MK1940|                                                           dddmmss.s |
 MK1940| MK1850 HUMPHREY TANK                       APPROX. 6.7 KM 0401243.0 |
 MK1940| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX. 6.9 KM 0403230.5 |
 MK1940| MK1844 CRESTON TANK                        APPROX.16.6 KM 0651909.4 |
 MK1940| CO2566 TARNOV RM 1                          34.887 METERS 06823     |
 MK1940| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX. 6.8 KM 0900216.5 |
 MK1940| MK1943 TARNOV RM A                          27.225 METERS 09109     |
 MK1940| CO2565 TARNOV AZ MK 2                                     1004813.1 |
 MK1940| MK1847 BAPTIST CHURCH SPIRE                APPROX.11.0 KM 1154529.0 |
 MK1940| CO2568 TARNOV RM 3                          25.270 METERS 12522     |
 MK1940| MK1945 TARNOV ST MICHAELS CH SPIRE         APPROX. 4.3 KM 1350313.7 |
 MK1940| MK1848 PLATTE CENTER TANK                  APPROX.12.4 KM 1565658.2 |
 MK1940| CO2567 TARNOV RM 2                          27.574 METERS 16759     |
 MK1940| CO2564 TARNOV AZ MK                                       2705744.2 |
 MK1940|---------------------------------------------------------------------|
 MK1940
 MK1940                          SUPERSEDED SURVEY CONTROL
 MK1940
 MK1940  NAD 83(1986)-  41 38 36.10088(N)    097 32 27.82849(W) AD(       ) 1
 MK1940  NAD 27      -  41 38 36.06500(N)    097 32 26.66200(W) AD(       ) 1
 MK1940  NGVD 29 (07/19/86)  522.5    (m)         1714.     (f) VERT ANG       
 MK1940
 MK1940.Superseded values are not recommended for survey control.
 MK1940
 MK1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1940.See file dsdata.pdf to determine how the superseded data were derived.
 MK1940
 MK1940_MARKER: DS = TRIANGULATION STATION DISK
 MK1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1940_STAMPING: TARNOV 1935
 MK1940_MARK LOGO: CGS
 MK1940_PROJECTION: FLUSH
 MK1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1940+STABILITY: SURFACE MOTION
 MK1940
 MK1940  HISTORY     - Date     Condition        Report By
 MK1940  HISTORY     - 1935     MONUMENTED       CGS
 MK1940  HISTORY     - 1949     GOOD             LOCSUR
 MK1940  HISTORY     - 1966     GOOD             CGS
 MK1940  HISTORY     - 1972     GOOD             NGS
 MK1940
 MK1940                          STATION DESCRIPTION
 MK1940
 MK1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1940'STATION IS ABOUT 4 MILES SOUTHWEST OF HUMPHREY, 3-3/4 MILES
 MK1940'NORTHWEST OF TARNOV, IN THE SOUTHWEST QUARTER SEC. 3, T. 19 N.,
 MK1940'R. 2 W.
 MK1940'
 MK1940'TO REACH FROM TARNOV (FARMERS ELEVATOR AND RAILROAD DEPOT),
 MK1940'GO SOUTH 0.1 MILE, THENCE RIGHT (WEST) 2.15 MILES, THENCE RIGHT
 MK1940'(NORTH) 2.0 MILES, THENCE RIGHT (EAST) 0.1 MILE, THENCE LEFT
 MK1940'(NORTH) 0.1 MILE PAST HOUSE TO CORNCRIB ON RIGHT AND STATION
 MK1940'ON LEFT.  FLUSH MARK IS 43 FEET SOUTH OF FENCE LINE, AND 63
 MK1940'FEET WEST OF NORTHWEST CORNER OF CORNCRIB.
 MK1940'
 MK1940'REFERENCE MARK NO. 1 IS 45 FEET EAST* AND 53 FEET WEST* OF
 MK1940'NORTHWEST CORNER OF CORNCRIB, AND IS FLUSH WITH GROUND.
 MK1940'
 MK1940'REFERENCE MARK NO. 2 IS 15 FEET SOUTHEAST OF SOUTHEAST CORNER
 MK1940'OF GARAGE, 3 FEET EAST AND 15 FEET NORTH OF NORTHEAST CORNER
 MK1940'OF CHICKEN HOUSE, IN A LINE OF SMALL TREES, AND FLUSH WITH
 MK1940'GROUND.
 MK1940'
 MK1940'AZIMUTH MARK IS REACHED BY GOING 0.1 MILE SOUTH PAST HOUSE
 MK1940'TO ROAD, THENCE RIGHT (WEST) 1.1 MILES, THENCE RIGHT (NORTH)
 MK1940'0.1 MILE TO MARK ON RIGHT (EAST).  MARK IS 1 FOOT WEST OF
 MK1940'NORTH-SOUTH FENCE LINE, 25 FEET EAST OF CENTERLINE OF ROAD,
 MK1940'AND PROJECTS 6 INCHES.
 MK1940'
 MK1940'*OFFICE NOTE--THIS IS AN EXACT COPY OF THE ORIGINAL DESCRIPTION.
 MK1940'
 MK1940'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MK1940
 MK1940                          STATION RECOVERY (1949)
 MK1940
 MK1940'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (AP)
 MK1940'RECOVERED BY A PFEIFER, FARMER.
 MK1940'
 MK1940'MARK BROKEN IN HALF.  DISK IS STAMPED AZIMUTH.
 MK1940
 MK1940                          STATION RECOVERY (1966)
 MK1940
 MK1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1940'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND ARE IN
 MK1940'GOOD CONDITION.
 MK1940'
 MK1940'REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 MK1940'
 MK1940'A LARGE CHICKEN COOP IS ON LINE TO REFERENCE MARK NUMBER 2, THEREFORE
 MK1940'THE MARK COULD NOT BE MEASURED TO.
 MK1940'
 MK1940'A NEW AZIMUTH MARK AND A REFERENCE MARK NUMBER 3 HAVE BEEN
 MK1940'ESTABLISHED.
 MK1940'
 MK1940'STATION MARK DISK IS STAMPED TARNOV 1935 AND THE MARK IS FLUSH WITH
 MK1940'THE SURFACE OF THE GROUND.  MARK IS ABOUT 200 FEET NORTH-NORTHWEST
 MK1940'OF A FARM HOUSE WHICH IS OCCUPIED BY A MR. VICTOR E. KELLER, 66.0
 MK1940'FEET NORTH OF THE NORTHWEST CORNER OF THE CHICKEN COOP, 36.5 FEET
 MK1940'EAST OF A NORTH-SOUTH FENCE LINE, 13.0 FEET SOUTH OF A EAST-WEST
 MK1940'FENCE LINE AND 6 FEET SOUTH OF A METAL WITNESS POST.
 MK1940'
 MK1940'REFERENCE MARK NUMBER 2 DISK IS STAMPED TARNOV NO 2 1935 AND THE DISK
 MK1940'PROJECTS ABOUT 2 INCHES.  MARK IS 70.7 FEET NORTHWEST OF A POWER
 MK1940'LIGHT POLE, 17.1 FEET WEST OF A 12-INCH OAK TREE AND 10.0 FEET SOUTH
 MK1940'OF THE SOUTHEAST CORNER OF THE CHICKEN COOP.
 MK1940'
 MK1940'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE DISK, STAMPED TARNOV
 MK1940'NO 3 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 MK1940'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 82.6 FEET
 MK1940'NORTH-NORTHWEST OF THE POWER LIGHT POLE, 64.0 FEET SOUTH OF AN
 MK1940'EAST-WEST FENCE LINE AND 51.06 FEET OR 15.565 METERS SOUTHEAST OF
 MK1940'TRIANGULATION STATION TARNOV RM A.
 MK1940'
 MK1940'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED TARNOV 1935 AZ
 MK1940'2 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 MK1940'WITH THE SURFACE OF THE GROUND.  MARK IS 30-1/2 FEET NORTH OF THE
 MK1940'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4.0 FEET SOUTH OF A
 MK1940'POWERLINE POLE, 2.2 FEET WEST OF A METAL WITNESS POST AND 1.0 FEET
 MK1940'SOUTH OF AN EAST-WEST FENCE.
 MK1940'
 MK1940'THE 1935 DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 MK1940'
 MK1940'THE NEW AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTH ON A FARM
 MK1940'DRIVEWAY FOR 0.1 MILE.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 MK1940'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD,
 MK1940'AS DESCRIBED.
 MK1940'
 MK1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MK1940'NORTHWEST OF TARNOV.
 MK1940'
 MK1940'HEIGHT OF LIGHT ABOVE STATION MARK 99.54 FEET.
 MK1940
 MK1940                          STATION RECOVERY (1972)
 MK1940
 MK1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1940'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  ANGLES
 MK1940'AND MEASUREMENTS COMPARED FAVORABLY WITH PREVIOUS OCCUPATIONS.
 MK1940'REFERENCE MARK 2 IS STILL BEHIND A METAL BUILDING AND CANNOT BE
 MK1940'SEEN WITHOUT A TOWER AND CANNOT BE MEASURED TO.  THE 1935 AND 1966
 MK1940'ROUTE TO THE STATION IS STILL CORRECT.  THE FOLLOWING CHANGES WERE
 MK1940'NOTED--
 MK1940'
 MK1940'THE FENCE LINES AT THE STATION HAVE BEEN TAKEN DOWN.
 MK1940'
 MK1940'THE PROPERTY IS NOW OWNED BY MR. O. DALE ALDERSON AND LEASED BY MR.
 MK1940'ARYLEN MEYER WHO LIVES 2 MILES NORTH AND A MILE EAST OF THE
 MK1940'STATION.  HIS PHONE NUMBER IS 3533.
 MK1940'
 MK1940'THE GATE TO THE PROPERTY IS NOW KEPT LOCKED.
 MK1940'
 MK1940'THE METAL WITNESS POST HAS BEEN REMOVED BECAUSE OF CULTIVATION.
 MK1940'
 MK1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MILES
 MK1940'NORTH-NORTHWEST OF TARNOV.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1943 ***********************************************************************
 MK1943  DESIGNATION -  TARNOV RM A
 MK1943  PID         -  MK1943
 MK1943  STATE/COUNTY-  NE/PLATTE
 MK1943  COUNTRY     -  US
 MK1943  USGS QUAD   -  CORNLEA (2017)
 MK1943
 MK1943                         *CURRENT SURVEY CONTROL
 MK1943  ______________________________________________________________________
 MK1943* NAD 83(1995) POSITION- 41 38 36.07390(N) 097 32 26.64787(W)   ADJUSTED
 MK1943* NAVD 88 ORTHO HEIGHT -   522.8   (meters)     1715.    (feet) VERTCON
 MK1943  ______________________________________________________________________
 MK1943  GEOID HEIGHT    -        -24.879 (meters)                     GEOID18
 MK1943  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 MK1943  HORZ ORDER      -  FIRST
 MK1943
 MK1943.The horizontal coordinates were established by classical geodetic methods
 MK1943.and adjusted by the National Geodetic Survey in August 1997.
 MK1943
 MK1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1943
 MK1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1943.GEOID18 height accuracy estimate available here.
 MK1943
 MK1943.Click photographs - Photos may exist for this station.
 MK1943
 MK1943.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1943
 MK1943. The following values were computed from the NAD 83(1995) position.
 MK1943
 MK1943;                    North         East     Units Scale Factor Converg.
 MK1943;SPC NE       -   203,870.975   704,788.714   MT  0.99966146   +1 37 47.1
 MK1943;SPC NE       -   668,866.69  2,312,294.31   sFT  0.99966146   +1 37 47.1
 MK1943;UTM  14      - 4,611,207.920   621,526.850   MT  0.99978174   +0 58 11.2
 MK1943
 MK1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1943!SPC NE       -   0.99992191  x   0.99966146  =   0.99958339
 MK1943!UTM  14      -   0.99992191  x   0.99978174  =   0.99970367
 MK1943
 MK1943:                Primary Azimuth Mark                     Grid Az
 MK1943:SPC NE       -  HUMPHREY TANK                            038 24 00.5
 MK1943:UTM  14      -  HUMPHREY TANK                            039 03 36.4
 MK1943
 MK1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2152611207(NAD 83)
 MK1943
 MK1943|---------------------------------------------------------------------|
 MK1943| PID    Reference Object                     Distance      Geod. Az  |
 MK1943|                                                           dddmmss.s |
 MK1943| MK1850 HUMPHREY TANK                       APPROX. 6.6 KM 0400147.6 |
 MK1943| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX. 6.9 KM 0402200.9 |
 MK1943| MK1940 TARNOV                               27.225 METERS 27109     |
 MK1943|---------------------------------------------------------------------|
 MK1943
 MK1943                          SUPERSEDED SURVEY CONTROL
 MK1943
 MK1943  NAD 83(1986)-  41 38 36.08322(N)    097 32 26.65232(W) AD(       ) 1
 MK1943  NAD 27      -  41 38 36.04741(N)    097 32 25.48613(W) AD(       ) 1
 MK1943  NGVD 29 (07/19/86)  522.6    (m)         1715.     (f) VERT ANG       
 MK1943
 MK1943.Superseded values are not recommended for survey control.
 MK1943
 MK1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1943.See file dsdata.pdf to determine how the superseded data were derived.
 MK1943
 MK1943_MARKER: DS = TRIANGULATION STATION DISK
 MK1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1943_STAMPING: TARNOV RM A 1966
 MK1943_MARK LOGO: CGS
 MK1943_PROJECTION: FLUSH
 MK1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1943+STABILITY: SURFACE MOTION
 MK1943
 MK1943  HISTORY     - Date     Condition        Report By
 MK1943  HISTORY     - 1966     MONUMENTED       CGS
 MK1943
 MK1943                          STATION DESCRIPTION
 MK1943
 MK1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1943'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 MK1943'TRIANGULATION STATION TARNOV 1935.
 MK1943'
 MK1943'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 MK1943'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 MK1943'OF THE GROUND AND IS STAMPED TARNOV RMA 1966.  IT IS 153 FEET
 MK1943'NORTHWEST OF NORTHWEST CORNER OF A BARN AND 17 FEET SOUTH OF AN
 MK1943'EAST-WEST FENCELINE.
 MK1943'
 MK1943'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TARNOV 1935,
 MK1943'DISTANCE BEING SHOWN BELOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1945 ***********************************************************************
 MK1945  DESIGNATION -  TARNOV ST MICHAELS CH SPIRE
 MK1945  PID         -  MK1945
 MK1945  STATE/COUNTY-  NE/PLATTE
 MK1945  COUNTRY     -  US
 MK1945  USGS QUAD   -  TARNOV (2017)
 MK1945
 MK1945                         *CURRENT SURVEY CONTROL
 MK1945  ______________________________________________________________________
 MK1945* NAD 83(1995) POSITION- 41 36 56.34498(N) 097 30 15.18247(W)   ADJUSTED
 MK1945  ______________________________________________________________________
 MK1945  GEOID HEIGHT    -        -24.959 (meters)                     GEOID18
 MK1945  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 MK1945  HORZ ORDER      -  THIRD
 MK1945
 MK1945.The horizontal coordinates were established by classical geodetic methods
 MK1945.and adjusted by the National Geodetic Survey in August 1997.
 MK1945
 MK1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1945.GEOID18 height accuracy estimate available here.
 MK1945
 MK1945.Click photographs - Photos may exist for this station.
 MK1945
 MK1945.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1945
 MK1945. The following values were computed from the NAD 83(1995) position.
 MK1945
 MK1945;                    North         East     Units Scale Factor Converg.
 MK1945;SPC NE       -   200,883.634   707,917.604   MT  0.99966042   +1 39 14.2
 MK1945;SPC NE       -   659,065.72  2,322,559.67   sFT  0.99966042   +1 39 14.2
 MK1945;UTM  14      - 4,608,184.346   624,621.499   MT  0.99979112   +0 59 36.7
 MK1945
 MK1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2462108184(NAD 83)
 MK1945
 MK1945                          SUPERSEDED SURVEY CONTROL
 MK1945
 MK1945  NAD 83(1986)-  41 36 56.35386(N)    097 30 15.18700(W) AD(       ) 3
 MK1945  NAD 27      -  41 36 56.31300(N)    097 30 14.02100(W) AD(       ) 3
 MK1945
 MK1945.Superseded values are not recommended for survey control.
 MK1945
 MK1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1945.See file dsdata.pdf to determine how the superseded data were derived.
 MK1945
 MK1945_MARKER: 90 = CHURCH SPIRE
 MK1945
 MK1945  HISTORY     - Date     Condition        Report By
 MK1945  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1945
 MK1945                          STATION DESCRIPTION
 MK1945
 MK1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1945'POINT OBSERVED WAS TIP OF SPIRE ON ST. MICHAELS CATHOLIC
 MK1945'CHURCH LOCATED AT TARNOV.
 MK1945'
 MK1945'OBSERVED UPON FROM STATIONS TARNOV AND GERMAN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0447 ***********************************************************************
 NO0447  DESIGNATION -  TATE
 NO0447  PID         -  NO0447
 NO0447  STATE/COUNTY-  NE/CHERRY
 NO0447  COUNTRY     -  US
 NO0447  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0447
 NO0447                         *CURRENT SURVEY CONTROL
 NO0447  ______________________________________________________________________
 NO0447* NAD 83(1995) POSITION- 42 53 59.94702(N) 100 52 23.34739(W)   ADJUSTED
 NO0447* NAVD 88 ORTHO HEIGHT -   926.99  (+/-2cm)     3041.3   (feet) VERTCON
 NO0447  ______________________________________________________________________
 NO0447  GEOID HEIGHT    -        -21.129 (meters)                     GEOID18
 NO0447  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 NO0447  HORZ ORDER      -  FIRST
 NO0447  VERT ORDER      -  THIRD ? (See Below)
 NO0447
 NO0447.The horizontal coordinates were established by classical geodetic methods
 NO0447.and adjusted by the National Geodetic Survey in August 1997.
 NO0447
 NO0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0447
 NO0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0447.GEOID18 height accuracy estimate available here.
 NO0447
 NO0447.The vertical order pertains to the NGVD 29 superseded value.
 NO0447
 NO0447.Click photographs - Photos may exist for this station.
 NO0447
 NO0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0447
 NO0447. The following values were computed from the NAD 83(1995) position.
 NO0447
 NO0447;                    North         East     Units Scale Factor Converg.
 NO0447;SPC NE       -   340,870.758   428,691.342   MT  0.99995565   -0 34 43.1
 NO0447;SPC NE       - 1,118,340.15  1,406,464.84   sFT  0.99995565   -0 34 43.1
 NO0447;SPC SD S     -    63,093.884   555,912.310   MT  0.99998489   -0 22 20.6
 NO0447;SPC SD S     -   207,000.52  1,823,855.64   sFT  0.99998489   -0 22 20.6
 NO0447;UTM  14      - 4,751,410.408   347,073.021   MT  0.99988771   -1 16 31.2
 NO0447
 NO0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0447!SPC NE       -   0.99985796  x   0.99995565  =   0.99981361
 NO0447!SPC SD S     -   0.99985796  x   0.99998489  =   0.99984285
 NO0447!UTM  14      -   0.99985796  x   0.99988771  =   0.99974568
 NO0447
 NO0447:                Primary Azimuth Mark                     Grid Az
 NO0447:SPC NE       -  TATE AZ MK                               048 15 24.8
 NO0447:SPC SD S     -  TATE AZ MK                               048 03 02.3
 NO0447:UTM  14      -  TATE AZ MK                               048 57 12.9
 NO0447
 NO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4707351410(NAD 83)
 NO0447
 NO0447|---------------------------------------------------------------------|
 NO0447| PID    Reference Object                     Distance      Geod. Az  |
 NO0447|                                                           dddmmss.s |
 NO0447| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.22.0 KM 0183815.6 |
 NO0447| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.22.5 KM 0313352.5 |
 NO0447| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.22.3 KM 0315941.4 |
 NO0447| CO4675 TATE RM 1                            23.220 METERS 03213     |
 NO0447| CO4674 TATE AZ MK                                         0474041.7 |
 NO0447| CO4676 TATE RM 2                            15.721 METERS 26119     |
 NO0447| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX.26.5 KM 3541339.1 |
 NO0447| OS0711 ST FRANCIS CHURCH CROSS             APPROX.26.9 KM 3543149.5 |
 NO0447|---------------------------------------------------------------------|
 NO0447
 NO0447                          SUPERSEDED SURVEY CONTROL
 NO0447
 NO0447  NAD 83(1986)-  42 53 59.94604(N)    100 52 23.35747(W) AD(       ) 1
 NO0447  NAD 27      -  42 53 59.92400(N)    100 52 21.83000(W) AD(       ) 1
 NO0447  NGVD 29             926.67   (m)         3040.2    (f) LEVELING    3  
 NO0447
 NO0447.Superseded values are not recommended for survey control.
 NO0447
 NO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0447.See file dsdata.pdf to determine how the superseded data were derived.
 NO0447
 NO0447_MARKER: DS = TRIANGULATION STATION DISK
 NO0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0447_STAMPING: TATE 1933
 NO0447_MARK LOGO: CGS
 NO0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0447+STABILITY: SURFACE MOTION
 NO0447
 NO0447  HISTORY     - Date     Condition        Report By
 NO0447  HISTORY     - 1933     MONUMENTED       CGS
 NO0447  HISTORY     - 1949     GOOD             CGS
 NO0447
 NO0447                          STATION DESCRIPTION
 NO0447
 NO0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0447'STATION IN SEC. 20, T. 34 N., R. 30 W., ON LAND OWNED BY H.J.
 NO0447'TATE ABOUT 3/4 MILE SOUTHWEST OF RANCH HOUSE ON NORTH SLOPE
 NO0447'NEAR TOP OF PROMINENT HILL ABOUT 8 FEET NORTH OF EAST-AND-WEST
 NO0447'FENCE.
 NO0447'
 NO0447'REACHED FROM CROOKSTON ON U.S. HIGHWAY 20 BY GOING WEST FOR
 NO0447'5.8 MILES TO SAND ROAD LEADING SOUTH.  FOLLOW 0.4 MILE TO
 NO0447'SCHOOLHOUSE, EAST 0.25 MILE, SOUTH 0.65 TO GATE, ON WEST SIDE
 NO0447'ROAD.  ENTER AND FOLLOW TO TATES HOUSE.
 NO0447'
 NO0447'REFERENCE MARK NO. 1 IS ABOUT 21 PACES NORTH OF EAST-AND-WEST
 NO0447'FENCE.
 NO0447'
 NO0447'REFERENCE MARK NO. 2 IS WEST OF STATION IN EAST-AND-WEST
 NO0447'FENCE.
 NO0447'
 NO0447'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHEAST OF STATION ALONG
 NO0447'EAST-AND-WEST FENCE LINE ABOUT 100 YARDS SOUTH OF HOUSE AND
 NO0447'ABOUT 100 YARDS WEST OF FENCE CORNER.  STATION IS NORTH OF
 NO0447'HIGHEST PART OF HILL.
 NO0447'
 NO0447'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0447'BRONZE DISKS SET AS DESCRIBED.
 NO0447'
 NO0447'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 NO0447
 NO0447                          STATION RECOVERY (1949)
 NO0447
 NO0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0447'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NO0447'AND AZIMUTH MARK, RECOVERED AND FOUND
 NO0447'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0447'
 NO0447'THE STATION IS LOCATED ABOUT 6.0 MILES WEST AND 1.5 MILES SOUTH OF
 NO0447'CROOKSTON, ON THE NORTH SLOPE OF A PROMINENT SAND HILL AND ON
 NO0447'LAND OWNED BY MR. H.J. TATE.  IT IS ABOUT 0.6 MILE SOUTHWEST
 NO0447'OF THE TATE FARM HOUSE, 6-1/2 FEET NORTH OF EAST-WEST FENCE
 NO0447'LINE AND 6 FEET NORTH OF WITNESS POST.  IT IS STAMPED TATE 1933
 NO0447'AND PROJECTS 18 INCHES.
 NO0447'
 NO0447'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NO0447'NORTH SLOPE OF THE HILL AND ABOUT 10 FEET LOWER IN ELEVATION
 NO0447'THAN STATION MARK.  IT IS STAMPED TATE NO 1 1933 AND PROJECTS
 NO0447'12 INCHES.
 NO0447'
 NO0447'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET
 NO0447'UNDER THE EAST-WEST FENCE LINE.  IT IS STAMPED TATE NO 2 1933
 NO0447'AND SET FLUSH WITH THE GROUND SURFACE.
 NO0447'
 NO0447'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO
 NO0447'2 IS 115.95 FEET
 NO0447'
 NO0447'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTHEAST OF THE STATION,
 NO0447'ABOUT 0.05 MILE SOUTH-SOUTHWEST OF THE TATE FARM HOUSE, 0.05
 NO0447'MILE WEST OF FENCE CORNER, 1.5 FEET WEST OF WITNESS POST AND
 NO0447'1.5 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED TATE
 NO0447'AZIMUTH 1933 AND PROJECTS 18 INCHES.
 NO0447'
 NO0447'TO REACH THE STATION FROM THE T-INTERSECTION JUST SOUTH OF THE
 NO0447'BUSINESS DISTRICT IN CROOKSTON, GO WEST ON U.S. HIGHWAY 20
 NO0447'FOR 5.9 MILES TO GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO
 NO0447'SOUTH FOR 1.2 MILES TO DRIVEWAY ON THE RIGHT AT MR. TATES MAIL
 NO0447'BOX, TURN RIGHT ACROSS CATTLE GUARD AND GO WEST ACROSS PASTURE
 NO0447'TO FENCE CORNER, CONTINUE WEST ALONG SOUTH SIDE OF FENCE
 NO0447'LINE FOR ABOUT 0.05 MILE TO THE AZIMUTH MARK AS DESCRIBED,
 NO0447'FROM AZIMUTH MARK PICK WAY ACROSS PASTURE FOR ABOUT 0.6 MILE
 NO0447'IN A SOUTHWESTERLY DIRECTION TO THE HIGHEST POINT AND
 NO0447'EAST-WEST FENCE LINE AND STATION AS DESCRIBED.
 NO0447'
 NO0447'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1006 ***********************************************************************
 LG1006  DESIGNATION -  TECUMSEH
 LG1006  PID         -  LG1006
 LG1006  STATE/COUNTY-  NE/JOHNSON
 LG1006  COUNTRY     -  US
 LG1006  USGS QUAD   -  TECUMSEH (2017)
 LG1006
 LG1006                         *CURRENT SURVEY CONTROL
 LG1006  ______________________________________________________________________
 LG1006* NAD 83(1995) POSITION- 40 22 18.80336(N) 096 13 02.83435(W)   ADJUSTED
 LG1006* NAVD 88 ORTHO HEIGHT -   339.    (meters)     1112.    (feet) SCALED
 LG1006  ______________________________________________________________________
 LG1006  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 LG1006  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC18
 LG1006  HORZ ORDER      -  SECOND
 LG1006
 LG1006.This mark is at Tecumseh Municipal Airport (NE21)
 LG1006
 LG1006.The horizontal coordinates were established by classical geodetic methods
 LG1006.and adjusted by the National Geodetic Survey in August 1997.
 LG1006
 LG1006.The orthometric height was scaled from a topographic map.
 LG1006
 LG1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1006.GEOID18 height accuracy estimate available here.
 LG1006
 LG1006.Click photographs - Photos may exist for this station.
 LG1006
 LG1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1006
 LG1006. The following values were computed from the NAD 83(1995) position.
 LG1006
 LG1006;                    North         East     Units Scale Factor Converg.
 LG1006;SPC NE       -    66,822.120   821,097.272   MT  0.99985254   +2 30 24.1
 LG1006;SPC NE       -   219,232.24  2,693,883.30   sFT  0.99985254   +2 30 24.1
 LG1006;UTM  14      - 4,472,752.017   736,238.889   MT  1.00028704   +1 48 11.6
 LG1006
 LG1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1006!SPC NE       -   0.99995124  x   0.99985254  =   0.99980379
 LG1006!UTM  14      -   0.99995124  x   1.00028704  =   1.00023827
 LG1006
 LG1006:                Primary Azimuth Mark                     Grid Az
 LG1006:SPC NE       -  TECUMSEH AZ MK                           357 21 59.0
 LG1006:UTM  14      -  TECUMSEH AZ MK                           358 04 11.5
 LG1006
 LG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3623872752(NAD 83)
 LG1006
 LG1006|---------------------------------------------------------------------|
 LG1006| PID    Reference Object                     Distance      Geod. Az  |
 LG1006|                                                           dddmmss.s |
 LG1006| LG1008 TECUMSEH MUNICIPAL TANK             APPROX. 2.2 KM 0651130.3 |
 LG1006| LG1007 TECUMSEH JOHNSON CO CTHSE DOME      APPROX. 2.0 KM 1043618.8 |
 LG1006| CL7714 TECUMSEH RM 1                        11.800 METERS 21054     |
 LG1006| CL7715 TECUMSEH RM 2                         7.210 METERS 30044     |
 LG1006| CL7713 TECUMSEH AZ MK                                     3595223.1 |
 LG1006|---------------------------------------------------------------------|
 LG1006
 LG1006                          SUPERSEDED SURVEY CONTROL
 LG1006
 LG1006  NAD 83(1986)-  40 22 18.81086(N)    096 13 02.83055(W) AD(       ) 2
 LG1006  NAD 27      -  40 22 18.81200(N)    096 13 01.79300(W) AD(       ) 2
 LG1006
 LG1006.Superseded values are not recommended for survey control.
 LG1006
 LG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1006.See file dsdata.pdf to determine how the superseded data were derived.
 LG1006
 LG1006_MARKER: DS = TRIANGULATION STATION DISK
 LG1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1006
 LG1006  HISTORY     - Date     Condition        Report By
 LG1006  HISTORY     - 1947     MONUMENTED       CGS
 LG1006  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG1006
 LG1006                          STATION DESCRIPTION
 LG1006
 LG1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1006'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF TECUMSEH ON THE
 LG1006'GROUNDS OF THE TECUMSEH AIRPORT.  IT IS ABOUT 150 FEET NORTH OF
 LG1006'THE AIRPORT OFFICE, 31 FEET NORTH-NORTHWEST OF THE NORTHEAST
 LG1006'CORNER OF THE NORTHERN MOST HANGAR AND 55 FEET EAST OF THE
 LG1006'CENTER OF NORTH-SOUTH ROAD ON WEST SIDE OF THE AIRPORT.  IT IS
 LG1006'STAMPED TECUMSEH 1947 AND SET 12 INCHES BELOW THE GROUND
 LG1006'SURFACE.
 LG1006'
 LG1006'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 35 FEET EAST OF
 LG1006'THE CENTER OF THE NORTH-SOUTH ROAD AND 11 FEET WEST OF THE
 LG1006'NORTHWEST CORNER OF THE HANGER.  IT IS STAMPED TECUMSEH NO 1 1947
 LG1006'AND SET FLUSH WITH THE GROUND SURFACE.
 LG1006'
 LG1006'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 35 FEET EAST
 LG1006'OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS STAMPED TECUMSEH NO
 LG1006'2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1006'
 LG1006'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, SET IN
 LG1006'THE NORTHWEST CORNER OF THE LANDING FIELD, 60 FEET EAST OF THE
 LG1006'CENTER OF THE NORTH-SOUTH ROAD, 10 FEET EAST OF THE NORTHWEST
 LG1006'CORNER OF THE FIELD AND 1 FOOT SOUTH OF WHITE WITNESS POST.  IT
 LG1006'IS STAMPED TECUMSEH 1947 AND PROJECTS 3 INCHES.  TO REACH FROM
 LG1006'THE STATION, GO NORTH ON DIRT ROAD FOR 0.4 MILE TO THE NORTHWEST
 LG1006'CORNER OF THE FIELD AND MARK ON THE RIGHT AS DESCRIBED.
 LG1006'
 LG1006'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 3 AND 50
 LG1006'JUST SOUTH OF THE HOSPITAL IN TECUMSEH, GO WEST ON STATE ROUTE NO
 LG1006'3 FOR 1.0 MILE TO CROSS ROADS JUST SOUTH OF AIRPORT, TURN RIGHT
 LG1006'AND GO NORTH FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 LG1006'DESCRIBED.
 LG1006'
 LG1006'A 74 FOOT SIGNAL AT STATION STERLING IS VISIBLE AT 64 FEET.
 LG1006'
 LG1006'A 97 FOOT SIGNAL AT STATION MANS IS VISIBLE AT 64 FEET.
 LG1006'
 LG1006'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LG1006
 LG1006                          STATION RECOVERY (1965)
 LG1006
 LG1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG1006'STATION WAS SEARCHED FOR AND THE STATION MARK AND AZIMUTH MARK
 LG1006'COULD NOT BE FOUND.
 LG1006'
 LG1006'RM 1 AND RM 2 HAVE BEEN DESTROYED.
 LG1006'
 LG1006'TECUMSEH AIRPORT HAS BEEN MOVED AND THE ENTIRE AREA IS UNDER
 LG1006'CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1007 ***********************************************************************
 LG1007  DESIGNATION -  TECUMSEH JOHNSON CO CTHSE DOME
 LG1007  PID         -  LG1007
 LG1007  STATE/COUNTY-  NE/JOHNSON
 LG1007  COUNTRY     -  US
 LG1007  USGS QUAD   -  TECUMSEH (2017)
 LG1007
 LG1007                         *CURRENT SURVEY CONTROL
 LG1007  ______________________________________________________________________
 LG1007* NAD 83(1995) POSITION- 40 22 02.68580(N) 096 11 42.00806(W)   ADJUSTED
 LG1007  ______________________________________________________________________
 LG1007  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 LG1007  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 LG1007  HORZ ORDER      -  THIRD
 LG1007
 LG1007.The horizontal coordinates were established by classical geodetic methods
 LG1007.and adjusted by the National Geodetic Survey in August 1997.
 LG1007
 LG1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1007.GEOID18 height accuracy estimate available here.
 LG1007
 LG1007.Click photographs - Photos may exist for this station.
 LG1007
 LG1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1007
 LG1007. The following values were computed from the NAD 83(1995) position.
 LG1007
 LG1007;                    North         East     Units Scale Factor Converg.
 LG1007;SPC NE       -    66,409.159   823,023.824   MT  0.99985407   +2 31 17.6
 LG1007;SPC NE       -   217,877.38  2,700,204.00   sFT  0.99985407   +2 31 17.6
 LG1007;UTM  14      - 4,472,315.235   738,161.068   MT  1.00029826   +1 49 03.4
 LG1007
 LG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3816172315(NAD 83)
 LG1007
 LG1007                          SUPERSEDED SURVEY CONTROL
 LG1007
 LG1007  NAD 83(1986)-  40 22 02.69326(N)    096 11 42.00356(W) AD(       ) 3
 LG1007  NAD 27      -  40 22 02.71100(N)    096 11 40.95800(W) AD(       ) 3
 LG1007
 LG1007.Superseded values are not recommended for survey control.
 LG1007
 LG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1007.See file dsdata.pdf to determine how the superseded data were derived.
 LG1007
 LG1007_MARKER: 87 = DOME
 LG1007
 LG1007  HISTORY     - Date     Condition        Report By
 LG1007  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1007  HISTORY     - 20040602 GOOD             USPSQD
 LG1007
 LG1007                          STATION DESCRIPTION
 LG1007
 LG1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1007'THE STATION IS THE DOME ON THE TOP OF THE JOHNSON COUNTY COURT
 LG1007'HOUSE, LOCATED IN THE CENTER OF THE CITY SQUARE IN THE TOWN OF
 LG1007'TECUMSEH.  IT IS A RED BRICK STRUCTURE TWO STORY HIGH, WITH A DOME
 LG1007'OVER THE CENTER OF THE BUILDING.  THE TOP OF THE DOME IS
 LG1007'PAINTED GREEN WITH A WEATHER VANE ON THE APEX OF THE DOME ROOF.
 LG1007'POINT OBSERVED UPON, SMALL SPIRE OF THE WEATHER VANE PROJECTING
 LG1007'ABOVE THE APEX OF THE DOME ROOF.
 LG1007
 LG1007                          STATION RECOVERY (2004)
 LG1007
 LG1007'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1007'STATION FOUND GOOD. THE JOHNSON COUNTY COURT HOUSE IS NORTH OF CLAY
 LG1007'STREET, SOUTH OF BROADWAY STREET, WEST OF 4TH STREET AND EAST OF 3RD
 LG1007'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1008 ***********************************************************************
 LG1008  DESIGNATION -  TECUMSEH MUNICIPAL TANK
 LG1008  PID         -  LG1008
 LG1008  STATE/COUNTY-  NE/JOHNSON
 LG1008  COUNTRY     -  US
 LG1008  USGS QUAD   -  TECUMSEH NW (2017)
 LG1008
 LG1008                         *CURRENT SURVEY CONTROL
 LG1008  ______________________________________________________________________
 LG1008* NAD 83(1995) POSITION- 40 22 48.87518(N) 096 11 37.73942(W)   ADJUSTED
 LG1008  ______________________________________________________________________
 LG1008  GEOID HEIGHT    -        -28.356 (meters)                     GEOID18
 LG1008  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC18
 LG1008  HORZ ORDER      -  THIRD
 LG1008
 LG1008.The horizontal coordinates were established by classical geodetic methods
 LG1008.and adjusted by the National Geodetic Survey in August 1997.
 LG1008
 LG1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1008.GEOID18 height accuracy estimate available here.
 LG1008
 LG1008.Click photographs - Photos may exist for this station.
 LG1008
 LG1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1008
 LG1008. The following values were computed from the NAD 83(1995) position.
 LG1008
 LG1008;                    North         East     Units Scale Factor Converg.
 LG1008;SPC NE       -    67,836.708   823,061.731   MT  0.99984970   +2 31 20.4
 LG1008;SPC NE       -   222,560.93  2,700,328.36   sFT  0.99984970   +2 31 20.4
 LG1008;UTM  14      - 4,473,742.848   738,216.530   MT  1.00029859   +1 49 07.9
 LG1008
 LG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3821673742(NAD 83)
 LG1008
 LG1008                          SUPERSEDED SURVEY CONTROL
 LG1008
 LG1008  NAD 83(1986)-  40 22 48.88280(N)    096 11 37.73472(W) AD(       ) 3
 LG1008  NAD 27      -  40 22 48.88500(N)    096 11 36.69600(W) AD(       ) 3
 LG1008
 LG1008.Superseded values are not recommended for survey control.
 LG1008
 LG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1008.See file dsdata.pdf to determine how the superseded data were derived.
 LG1008
 LG1008_MARKER: 53 = ELEVATED TANK
 LG1008
 LG1008  HISTORY     - Date     Condition        Report By
 LG1008  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1008  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 LG1008
 LG1008                          STATION DESCRIPTION
 LG1008
 LG1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1008'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 LG1008'ABOUT 0.75 MILE NORTH OF THE CENTER OF TOWN ON THE TOP OF A
 LG1008'PROMINENT HILL BETWEEN NORTH 4TH AND 5TH STREETS.  IT IS A SIX
 LG1008'LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH WITH BLACK LETTERING
 LG1008'TECUMSEH ON THE WEST SIDE.  POINT OBSERVED UPON, FINIAL ON THE
 LG1008'APEX OF THE ROOF.
 LG1008
 LG1008                          STATION RECOVERY (2004)
 LG1008
 LG1008'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1008'STATION NOT FOUND. SITE LOCATED. THE BOTTOM HALF OF THE TANK WITH 6
 LG1008'LEGS STILL EXISTS, HOWEVER THE TOP HALF OF THE TANK AND THE ROOF HAVE
 LG1008'BEEN DEMOLISHED.  NO TANK ROOF AND NO FINIAL EXISTS. THERE IS NO APEX
 LG1008'ON THE ROOF ON WHICH TO SIGHT. A NEW TANK HAS BEEN ERECTED
 LG1008'NORTH-NORTHWEST OF THE OLD STRUCTURE.  THIS STATION SHOULD BE DECLARED
 LG1008'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0365 ***********************************************************************
 MK0365  DESIGNATION -  TEK
 MK0365  PID         -  MK0365
 MK0365  STATE/COUNTY-  NE/BURT
 MK0365  COUNTRY     -  US
 MK0365  USGS QUAD   -  TEKAMAH (2017)
 MK0365
 MK0365                         *CURRENT SURVEY CONTROL
 MK0365  ______________________________________________________________________
 MK0365* NAD 83(1995) POSITION- 41 46 18.40468(N) 096 13 33.78198(W)   ADJUSTED
 MK0365* NAVD 88 ORTHO HEIGHT -   367.330 (meters)     1205.15  (feet) ADJUSTED
 MK0365  ______________________________________________________________________
 MK0365  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 MK0365  LAPLACE CORR    -        -11.11  (seconds)                    DEFLEC18
 MK0365  DYNAMIC HEIGHT  -        367.187 (meters)     1204.68  (feet) COMP
 MK0365  MODELED GRAVITY -    980,223.7   (mgal)                       NAVD 88
 MK0365
 MK0365  HORZ ORDER      -  FIRST
 MK0365  VERT ORDER      -  SECOND    CLASS 0
 MK0365
 MK0365.The horizontal coordinates were established by classical geodetic methods
 MK0365.and adjusted by the National Geodetic Survey in August 1997.
 MK0365
 MK0365.The orthometric height was determined by differential leveling and
 MK0365.adjusted by the NATIONAL GEODETIC SURVEY
 MK0365.in June 1991.
 MK0365
 MK0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0365.GEOID18 height accuracy estimate available here.
 MK0365
 MK0365.Click photographs - Photos may exist for this station.
 MK0365
 MK0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0365
 MK0365.The dynamic height is computed by dividing the NAVD 88
 MK0365.geopotential number by the normal gravity value computed on the
 MK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0365.degrees latitude (g = 980.6199 gals.).
 MK0365
 MK0365.The modeled gravity was interpolated from observed gravity values.
 MK0365
 MK0365. The following values were computed from the NAD 83(1995) position.
 MK0365
 MK0365;                    North         East     Units Scale Factor Converg.
 MK0365;SPC NE       -   222,062.496   813,585.973   MT  0.99966933   +2 30 03.5
 MK0365;SPC NE       -   728,550.04  2,669,239.98   sFT  0.99966933   +2 30 03.5
 MK0365;UTM  14      - 4,628,157.209   730,561.225   MT  1.00025419   +1 50 55.4
 MK0365
 MK0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0365!SPC NE       -   0.99994665  x   0.99966933  =   0.99961600
 MK0365!UTM  14      -   0.99994665  x   1.00025419  =   1.00020083
 MK0365
 MK0365:                Primary Azimuth Mark                     Grid Az
 MK0365:SPC NE       -  TEK AZ MK                                096 34 11.7
 MK0365:UTM  14      -  TEK AZ MK                                097 13 19.8
 MK0365
 MK0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3056128157(NAD 83)
 MK0365
 MK0365|---------------------------------------------------------------------|
 MK0365| PID    Reference Object                     Distance      Geod. Az  |
 MK0365|                                                           dddmmss.s |
 MK0365| MK1962 378                                   3.637 METERS 01649     |
 MK0365| NM1662 ONAWA MUNICIPAL TANK                APPROX.30.4 KM 0205300.9 |
 MK0365| MK1960 OMAHA/SIOUX FALLS AMBER 4 BN 3      APPROX. 9.8 KM 0552138.6 |
 MK0365| MK0368 TEK RM 3                             10.018 METERS 09028     |
 MK0365| MK0364 TEK AZ MK                                          0990415.2 |
 MK0365| MK1832 MONDAMIN MUNICIPAL TANK             APPROX.18.2 KM 1120606.2 |
 MK0365| MK1833 MODALE MUNICIPAL TANK               APPROX.24.6 KM 1324834.5 |
 MK0365| MK0367 TEK RM 1                             39.752 METERS 17131     |
 MK0365| MK1974 HERMAN MUNICIPAL STANDPIPE          APPROX.11.2 KM 1765802.7 |
 MK0365| MK0366 TEK RM 2                             19.748 METERS 27922     |
 MK0365| MK0369 TEK RM 4                              9.594 METERS 35802     |
 MK0365|---------------------------------------------------------------------|
 MK0365
 MK0365                          SUPERSEDED SURVEY CONTROL
 MK0365
 MK0365  NAD 83(1986)-  41 46 18.40921(N)    096 13 33.78177(W) AD(       ) 1
 MK0365  NAD 27      -  41 46 18.45300(N)    096 13 32.72100(W) AD(       ) 1
 MK0365  NGVD 29 (??/??/92)  367.195  (m)         1204.71   (f) ADJ UNCH    2 0
 MK0365  NGVD 29             367.20   (m)         1204.7    (f) LEVELING    3  
 MK0365
 MK0365.Superseded values are not recommended for survey control.
 MK0365
 MK0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0365.See file dsdata.pdf to determine how the superseded data were derived.
 MK0365
 MK0365_MARKER: DS = TRIANGULATION STATION DISK
 MK0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0365_STAMPING: TEK 1934
 MK0365_MARK LOGO: CGS
 MK0365_PROJECTION: PROJECTING 15 CENTIMETERS
 MK0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0365+STABILITY: SURFACE MOTION
 MK0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0365+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 MK0365
 MK0365  HISTORY     - Date     Condition        Report By
 MK0365  HISTORY     - 1934     MONUMENTED       CGS
 MK0365  HISTORY     - 1947     GOOD             CGS
 MK0365  HISTORY     - 1948     GOOD             CGS
 MK0365  HISTORY     - 1968     GOOD             CGS
 MK0365  HISTORY     - 1968     GOOD             CGS
 MK0365  HISTORY     - 1970     GOOD             USGS
 MK0365  HISTORY     - 1974     GOOD             NGS
 MK0365  HISTORY     - 20101013 GOOD             GEOCAC
 MK0365
 MK0365                          STATION DESCRIPTION
 MK0365
 MK0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK0365'ON A HIGH HILL IN THE WEST PART OF TEKAMAH IN THE SOUTHWEST
 MK0365'QUARTER OF SEC. 19, T. 21 N., R. 11 E., ON PROPERTY OWNED BY
 MK0365'THE TOWN, 36.0 FEET NORTH OF CENTERLINE OF DIRT ROAD AND 15.4
 MK0365'FEET SOUTH OF RESERVOIR FENCE CORNER.
 MK0365'
 MK0365'TO REACH FROM TEKAMAH POST OFFICE, GO SOUTH ON MAIN STREET 3
 MK0365'BLOCKS TO SOUTH EDGE OF A SMALL PARK, TURN RIGHT (WEST) UP HILL
 MK0365'ON STREET JUST SOUTH OF DEPOT, TO TOP OF HILL AND STATION ON
 MK0365'NORTH.
 MK0365'
 MK0365'REFERENCE MARK NO. 1 IS 130.42 FEET SOUTH OF STATION,
 MK0365'1.8 FEET WEST OF FENCE, 13.4 FEET WEST OF CENTERLINE OF A DIRT
 MK0365'ROAD, IN THE EDGE OF A CULTIVATED FIELD.
 MK0365'
 MK0365'REFERENCE MARK NO. 2 IS 64.79 FEET WEST OF STATION,
 MK0365'40.8 FEET NORTH OF CENTERLINE OF DIRT ROAD AND 3.4 FEET SOUTH OF
 MK0365'RESERVOIR FENCE CORNER.
 MK0365'
 MK0365'AZIMUTH MARK IS 0.5 MILE EAST OF STATION.  TO REACH,
 MK0365'GO EAST FROM STATION 0.25 MILE, TURN RIGHT (SOUTH), GO 0.05
 MK0365'MILE, TURN LEFT (EAST), GO 0.25 MILE ON GRAVEL ROAD TO MARK ON
 MK0365'RIGHT (SOUTH).  MARK IS 25.4 FEET SOUTH OF CENTERLINE OF ROAD AND
 MK0365'2.4 FEET NORTH OF FENCE.
 MK0365'
 MK0365'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
 MK0365
 MK0365                          STATION RECOVERY (1947)
 MK0365
 MK0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MK0365'0.8 MI SW FROM TEKAMAH.
 MK0365'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 73 (THIRTEENTH STREET)
 MK0365'FROM THE COURT HOUSE AT TEKAMAH, THENCE 0.3 MILE WEST ALONG
 MK0365'A GRAVEL AND DIRT STREET TO THE TOP OF A VERY STEEP HILL AND
 MK0365'THE STATION AT THE CITY WATER RESERVOIR.  STATION IS 63.5 FEET
 MK0365'NORTH NORTHWEST OF AND ACROSS THE STREET FROM TELEPHONE POLE
 MK0365'NO. 1930, 35.0 FEET NORTH OF THE CENTER OF THE STREET, 19.7 FEET
 MK0365'SOUTHWEST OF THE SOUTH POST OF A STEEL GATE ENTRANCE TO THE
 MK0365'RESERVOIR, 15.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 MK0365'RESERVOIR FENCE, 1.5 FEET EAST OF A REFERENCE POST, 130.4 FEET
 MK0365'NORTH OF AND ACROSS THE STREET FROM REFERENCE MARK TEK NO 1,
 MK0365'64.8 FEET EAST OF REFERENCE MARK TEK NO 2, 11.9 FEET SOUTH OF
 MK0365'STATION NO. 378 OF THE MISSOURI RIVER COMMISSION, A BRONZE
 MK0365'TRIANGULATION STATION DISK SET IN A CONCRETE POST PROJECTING
 MK0365'0.3 FOOT.  NOTE-- STEEL WITNESS POST WITH METAL SIGN SET 1 FT
 MK0365'E. OF MARK.
 MK0365
 MK0365                          STATION RECOVERY (1948)
 MK0365
 MK0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK0365'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND ALL
 MK0365'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 MK0365'WERE CHECKED AND FOUND TO BE CORRECT.  A DIFFERENCE IN THE
 MK0365'DISTANCE TO 378 (USED) WAS FOUND.  A TRAVERSE CONNECTION WAS MADE
 MK0365'TO THIS MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MK0365'
 MK0365'THE STATION IS LOCATED ON A HIGH KNOLL NEAR THE MUNICIPAL RESERVOIR,
 MK0365'AT THE WEST EDGE OF TEKAMAH.  IT IS 22 FEET SOUTHEAST OF THE
 MK0365'GATE AT THE ENTRANCE TO THE RESERVOIR, 15 FEET SOUTHWEST OF THE
 MK0365'SOUTHEAST FENCE CORNER, AND 36 FEET NORTH OF THE CENTERLINE OF
 MK0365'A DIRT ROAD.  THE DISK IS STAMPED TEK 1934 AND PROJECTS 6 INCHES.
 MK0365'
 MK0365'REFERENCE MARK NO. 1 IS 130.42 FEET SOUTH OF THE STATION, 76
 MK0365'FEET SOUTH OF A FENCE CORNER, 14 FEET WEST OF THE CENTERLINE OF A
 MK0365'DIRT ROAD, AND 2 FEET WEST OF A FENCE LINE.  THE DISK IS
 MK0365'STAMPED TEK NO 1 1934 AND IS SET FLUSH.
 MK0365'
 MK0365'REFERENCE MARK NO. 2 IS 64.79 FEET WEST OF THE STATION, 49
 MK0365'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, AND 3 FEET SOUTH OF
 MK0365'THE SOUTHWEST FENCE CORNER.  THE DISK IS STAMPED TEK NO 2 1934
 MK0365'AND PROJECTS 4 INCHES.
 MK0365'
 MK0365'378 (USED) IS 11.94 FEET NORTH OF THE STATION, AND 4.5 FEET
 MK0365'SOUTHWEST OF THE SOUTHEAST FENCE CORNER.  IT IS A STANDARD USED
 MK0365'STATION CAP SET ON THE TOP OF A 2 INCH IRON PIPE.  IT IS STAMPED
 MK0365'378 AND PROJECTS 4 INCHES.
 MK0365'
 MK0365'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 38 FEET
 MK0365'WEST OF A POWER POLE, 25 FEET SOUTH OF THE CENTERLINE OF A
 MK0365'GRAVELLED ROAD, AND 2 FEET SOUTH OF A WITNESS POST.  THE DISK IS
 MK0365'STAMPED TEK AZI 1934 AND PROJECTS 4 INCHES.
 MK0365'
 MK0365'TO REACH THE STATION FROM THE POST OFFICE IN TEKAMAH, GO SOUTH
 MK0365'ON U.S. HIGHWAY 73 FOR 3 BLOCKS TO THE SOUTH EDGE OF A SMALL
 MK0365'PARK.  TURN RIGHT AND GO WEST UP A STEEP HILL TO THE TOP AND THE
 MK0365'STATION AS DESCRIBED.
 MK0365'
 MK0365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO THE
 MK0365'HIGHWAY.  TURN RIGHT FOR 1 BLOCK THENCE TURN LEFT AND GO EAST ON
 MK0365'A GRAVELLED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 MK0365'
 MK0365'A 20 FOOT SIGNAL AT SAND 1934 IS VISIBLE AT 20 FEET.
 MK0365'
 MK0365'A 47 FOOT SIGNAL AT WYCOFF IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 4 FOOT SIGNAL AT 380(MORC) IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 4 FOOT SIGNAL AT SEA 1934 IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 100 FOOT SIGNAL AT BURT IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 100 FOOT SIGNAL AT SOLDIER IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 100 FOOT SIGNAL AT MONDAMIN 1947 IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 4 FOOT SIGNAL AT HERMAN IS VISIBLE FROM THE GROUND.
 MK0365'
 MK0365'A 4 FOOT SIGNAL AT FOLLEN 1930 IS VISIBLE AT 20 FEET.
 MK0365'
 MK0365'HEIGHT OF TOWER--37 FEET.
 MK0365
 MK0365                          STATION RECOVERY (1968)
 MK0365
 MK0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK0365'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED
 MK0365'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED BY
 MK0365'GRADER OPERATIONS.  THE LINE BETWEEN STATION AND REFERENCE MARK
 MK0365'NO. 2 IS NOW OBSTRUCTED BY A SMALL BUILDING.  REFERENCE MARKS NO.
 MK0365'3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 MK0365'
 MK0365'STATION IS LOCATED ON A HIGH HILL IN THE WEST PART OF TEKAMAH AND
 MK0365'NEAR THE CITY RESERVOIR.  STATION, A STANDARD DISK, SET IN A SQUARE
 MK0365'CONCRETE POST AND STAMPED TEK 1934 IS 44 FEET EAST-SOUTHEAST OF THE
 MK0365'SOUTHEAST CORNER OF A SMALL SHED, 40 FEET NORTH OF THE CENTERLINE
 MK0365'OF EAST-WEST ROAD, 24-1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 MK0365'RESERVOIR, 23-1/2 FEET SOUTHWEST OF WATER TANK AND 1 FOOT WEST
 MK0365'OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 MK0365'
 MK0365'TO REACH FROM THE POST OFFICE IN TEKAMAH, GO SOUTH ON 14TH
 MK0365'STREET FOR 0.25 MILE TO G STREET.  TURN RIGHT AND GO WEST ON
 MK0365'G STREET FOR 0.15 MILE TO TOP OF HILL AT RESERVOIR AND STATION AS
 MK0365'DESCRIBED.
 MK0365'
 MK0365'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON G. STREET FOR
 MK0365'0.25 MILE TO INTERSECTION OF U.S. HIGHWAY NO. 73.  TURN RIGHT
 MK0365'AND GO SOUTH ON U.S. HIGHWAY NO. 73 FOR 0.1 MILE.  TURN LEFT AND
 MK0365'GO EAST FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT (SOUTH) SIDE OF
 MK0365'ROAD.
 MK0365'
 MK0365'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A ROUND
 MK0365'CONCRETE POST AND STAMPED TEK NO 2 1934 IS 18 FEET SOUTH OF THE
 MK0365'SOUTHWEST EDGE OF RESERVOIR, 13 FEET SOUTHWEST OF THE NORTHWEST
 MK0365'CORNER OF A SMALL BUILDING, 11-1/2 FEET WEST OF THE SOUTHWEST
 MK0365'CORNER OF A SMALL BUILDING.  THE MARK IS FLUSH WITH THE GROUND.
 MK0365'
 MK0365'REFERENCE MARK NO. 3 A STANDARD DISK SET IN THE TOP OF A ROUND
 MK0365'CONCRETE POST AND STAMPED TEK NO 3 1934 IS 40 FEET NORTH OF THE
 MK0365'CENTER LINE OF ROAD, 22 FEET SOUTHEAST OF WATER TANK, 14 FEET
 MK0365'SOUTH OF POWER POLE AND 10 FEET SOUTHEAST OF AN IRON MANHOLE
 MK0365'COVER.  THE MARK PROJECTS 6 INCHES.
 MK0365'
 MK0365'REFERENCE MARK NO. 4, A STANDARD DISK, SET IN THE TOP OF A ROUND
 MK0365'CONCRETE POST AND STAMPED TEK NO 4 1934 IS 73 FEET NORTH OF THE
 MK0365'CENTERLINE OF ROAD, 14.5 FEET SOUTH OF A POWERLINE POLE, 13 FEET
 MK0365'WEST OF WATER TANK AND 1 FOOT EAST OF RESERVOIR.  THE MARK
 MK0365'PROJECTS 2 INCHES.
 MK0365'
 MK0365'NO 378 (USED) A STANDARD DISK SET IN THE TOP OF A 2 INCH IRON
 MK0365'PIPE AND STAMPED NO 378 IS SURROUNDED BY 3 RAILROAD IRONS SET
 MK0365'VERTICAL IN THE GROUND.  THE MARK PROJECTS 2 INCHES.
 MK0365'
 MK0365'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 MK0365'POST AND STAMPED TEK AZI 1934 IS 36-1/2 FEET WEST OF THE SOUTH
 MK0365'ONE OF TWO POWERLINE POLES, 24 FEET SOUTH OF THE CENTERLINE OF
 MK0365'ROAD, 2 FEET SOUTH OF FENCELINE AND 1 FOOT WEST OF A WITNESS POST.
 MK0365'THE MARK PROJECTS 2 INCHES.
 MK0365'
 MK0365'TEK 1934 TO TEK RM NO 4 = +1.826 FEET
 MK0365'
 MK0365'TEK 1934 TO TEK RM NO 3 = -3.140 FEET
 MK0365'
 MK0365'TEK 1934 TO TEK RM NO 2 = -0.097 METERS (0.318 FEET)
 MK0365'
 MK0365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.15 MILE WEST
 MK0365
 MK0365                          STATION RECOVERY (1968)
 MK0365
 MK0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0365'RECOVERED IN GOOD CONDITION.
 MK0365
 MK0365                          STATION RECOVERY (1970)
 MK0365
 MK0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 MK0365'MARK WAS REPLACED, ACCORDING TO CITY EMPLOYEES, BY A C. AND G.S.
 MK0365'PARTY.  R.M. NO. 3 REPLACED NO. 1.
 MK0365'
 MK0365'NOTE STA., R.M. 2 AND AZIMUTH STILL IN GOOD CONDIITON.
 MK0365
 MK0365                          STATION RECOVERY (1974)
 MK0365
 MK0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK0365'THE STATION MARK, THE AZIMUTH MARK AND NO. 378 MORC MARK WERE
 MK0365'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 AND
 MK0365'REFERENCE MARK 2 WERE SEARCHED FOR AND COULD NOT BE FOUND.
 MK0365'REFERENCE MARK 1 IS BELIEVED TO HAVE BEEN DESTROYED BY CULTIVATION
 MK0365'OF LAND AND REFERENCE MARK 2 COULD HAVE BEEN DESTROYED BY
 MK0365'CONSTRUCTION OF A ROAD, AN ACCURED MEASUREMENT COULD NOT BE MADE
 MK0365'IN THE SEARCH FOR REFERENCE MARK 2 DUE TO A BUILDING ON LINE.
 MK0365'THE STATION MARK AND NO. 378 MORC ARE WELL MARKED WITH FOUR
 MK0365'RAILROAD RAILS SURROUNDING THEM THAT PROJECT 4 FEET AND A
 MK0365'METAL WITNESS POST WITH SIGN ATTACHED.  A METAL WITNESS POST
 MK0365'WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.  NO SUITABLE PLACE
 MK0365'THIS DATE TO SET ADDITIONAL REFERENCE MARKS FOR THIS
 MK0365'STATION.
 MK0365'
 MK0365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TEKAMAH
 MK0365
 MK0365                          STATION RECOVERY (2010)
 MK0365
 MK0365'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 MK0365'THE STATION FOUND.  THE CONCRETE MONUMENT PROJECTS 2 INCHES ABOVE THE
 MK0365'GROUND, AND HAS BEEN HIT BY MOWING EQUIPMENT.  THE WITNESS POST IS
 MK0365'GONE.
 MK0365'MORC 378 (MK1962) WAS NOT FOUND.
 MK0365'REFERENCE MARK 1 (MK0367) WAS REPORTED DESTROYED IN 1968.
 MK0365'REFERENCE MARK 2 (MK0366) FOUND IN GOOD CONDITION.  THE MARK IS FLUSH
 MK0365'WITH THE GROUND, AND NOT VISIBLE FROM THE STATION DUE TO A BUILDING ON
 MK0365'THE LINE.
 MK0365'REFERENCE MARK 3 (MK0368) FOUND TILTED TO THE EAST, POSIBLY DUE TO
 MK0365'GROUND MOVEMENT.
 MK0365'REFERENCE MARK 4 (MK0369) NOT FOUND AFTER A VISUAL SEARCH.
 MK0365'THE AZIMUTH MARK (MK0364)  WAS NOT SEARCHED FOR THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0364 ***********************************************************************
 MK0364  DESIGNATION -  TEK AZ MK
 MK0364  PID         -  MK0364
 MK0364  STATE/COUNTY-  NE/BURT
 MK0364  COUNTRY     -  US
 MK0364  USGS QUAD   -  TEKAMAH (2017)
 MK0364
 MK0364                         *CURRENT SURVEY CONTROL
 MK0364  ______________________________________________________________________
 MK0364* NAD 83(1986) POSITION- 41 46 13.     (N) 096 12 58.     (W)   SCALED
 MK0364* NAVD 88 ORTHO HEIGHT -   316.046 (meters)     1036.89  (feet) ADJUSTED
 MK0364  ______________________________________________________________________
 MK0364  GEOID HEIGHT    -        -27.225 (meters)                     GEOID18
 MK0364  DYNAMIC HEIGHT  -        315.923 (meters)     1036.49  (feet) COMP
 MK0364  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 MK0364
 MK0364  VERT ORDER      -  SECOND    CLASS 0
 MK0364
 MK0364.The horizontal coordinates were scaled from a map and have
 MK0364.an estimated accuracy of +/- 6 seconds.
 MK0364
 MK0364.The orthometric height was determined by differential leveling and
 MK0364.adjusted by the NATIONAL GEODETIC SURVEY
 MK0364.in June 1991.
 MK0364
 MK0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0364.GEOID18 height accuracy estimate available here.
 MK0364
 MK0364.Click photographs - Photos may exist for this station.
 MK0364
 MK0364.The dynamic height is computed by dividing the NAVD 88
 MK0364.geopotential number by the normal gravity value computed on the
 MK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0364.degrees latitude (g = 980.6199 gals.).
 MK0364
 MK0364.The modeled gravity was interpolated from observed gravity values.
 MK0364
 MK0364;                    North         East    Units  Estimated Accuracy
 MK0364;SPC NE       -   221,930.      814,420.      MT  (+/- 180 meters Scaled)
 MK0364
 MK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM313280(NAD 83)
 MK0364
 MK0364                          SUPERSEDED SURVEY CONTROL
 MK0364
 MK0364  NGVD 29 (??/??/92)  315.910  (m)         1036.45   (f) ADJ UNCH    2 0
 MK0364
 MK0364.Superseded values are not recommended for survey control.
 MK0364
 MK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0364.See file dsdata.pdf to determine how the superseded data were derived.
 MK0364
 MK0364_MARKER: DR = REFERENCE MARK DISK
 MK0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0364_STAMPING: TEK AZI 1934
 MK0364_MARK LOGO: CGS
 MK0364_PROJECTION: PROJECTING 10 CENTIMETERS
 MK0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0364+STABILITY: SURFACE MOTION
 MK0364
 MK0364  HISTORY     - Date     Condition        Report By
 MK0364  HISTORY     - 1934     MONUMENTED       CGS
 MK0364  HISTORY     - 1947     GOOD             CGS
 MK0364  HISTORY     - 1968     GOOD             CGS
 MK0364
 MK0364                          STATION DESCRIPTION
 MK0364
 MK0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0364'0.8 MI SE FROM TEKAMAH.
 MK0364'0.55 MILE SOUTH ALONG U.S. HIGHWAY NO. 73 (THIRTEENTH STREET)
 MK0364'FROM THE COURT HOUSE AT TEKAMAH, THENCE 0.3 MILE EAST ALONG A
 MK0364'GRAVEL ROAD.  AZIMUTH MARK IS 37.5 FEET WEST OF THE MOST SOUTHERLY
 MK0364'POLE OF A DOUBLE POLE TYPE OF POWER LINE SUPPORT, 26.0 FEET
 MK0364'SOUTH OF THE CENTER OF THE ROAD, 2.0 FEET SOUTH OF A REFERENCE
 MK0364'POST WHICH IS SET IN THE SOUTH RIGHT OF WAY FENCE, A BRONZE
 MK0364'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MK0364'THE ROAD AND PROJECTING 0.1 FOOT.  NOTE-- STEEL WITNESS POST
 MK0364'WITH A METAL SIGN WAS SET 1 FOOT EAST OF THE MARK.
 MK0364
 MK0364                          STATION RECOVERY (1968)
 MK0364
 MK0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0366 ***********************************************************************
 MK0366  DESIGNATION -  TEK RM 2
 MK0366  PID         -  MK0366
 MK0366  STATE/COUNTY-  NE/BURT
 MK0366  COUNTRY     -  US
 MK0366  USGS QUAD   -  TEKAMAH (2017)
 MK0366
 MK0366                         *CURRENT SURVEY CONTROL
 MK0366  ______________________________________________________________________
 MK0366* NAD 83(1986) POSITION- 41 46 18.51   (N) 096 13 34.63   (W)   HD_HELD1
 MK0366* NAVD 88 ORTHO HEIGHT -   367.230 (meters)     1204.82  (feet) ADJUSTED
 MK0366  ______________________________________________________________________
 MK0366  GEOID HEIGHT    -        -27.169 (meters)                     GEOID18
 MK0366  DYNAMIC HEIGHT  -        367.087 (meters)     1204.35  (feet) COMP
 MK0366  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 MK0366
 MK0366  VERT ORDER      -  SECOND    CLASS 0
 MK0366
 MK0366.The horizontal coordinates were determined by differentially corrected
 MK0366.hand held GPS observations or other comparable positioning techniques
 MK0366.and have an estimated accuracy of +/- 3 meters.
 MK0366
 MK0366.The orthometric height was determined by differential leveling and
 MK0366.adjusted by the NATIONAL GEODETIC SURVEY
 MK0366.in June 1991.
 MK0366
 MK0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0366.GEOID18 height accuracy estimate available here.
 MK0366
 MK0366.Click photographs - Photos may exist for this station.
 MK0366
 MK0366.The dynamic height is computed by dividing the NAVD 88
 MK0366.geopotential number by the normal gravity value computed on the
 MK0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0366.degrees latitude (g = 980.6199 gals.).
 MK0366
 MK0366.The modeled gravity was interpolated from observed gravity values.
 MK0366
 MK0366;                    North         East    Units  Estimated Accuracy
 MK0366;SPC NE       -   222,064.9     813,566.3     MT  (+/- 3 meters HH1 GPS) 
 MK0366
 MK0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3054128159(NAD 83)
 MK0366
 MK0366                          SUPERSEDED SURVEY CONTROL
 MK0366
 MK0366  NGVD 29 (??/??/92)  367.095  (m)         1204.38   (f) ADJ UNCH    2 0
 MK0366
 MK0366.Superseded values are not recommended for survey control.
 MK0366
 MK0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0366.See file dsdata.pdf to determine how the superseded data were derived.
 MK0366
 MK0366_MARKER: DR = REFERENCE MARK DISK
 MK0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0366_STAMPING: TEK NO 2 1934
 MK0366_MARK LOGO: CGS
 MK0366_PROJECTION: PROJECTING 10 CENTIMETERS
 MK0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0366+STABILITY: SURFACE MOTION
 MK0366
 MK0366  HISTORY     - Date     Condition        Report By
 MK0366  HISTORY     - 1934     MONUMENTED       CGS
 MK0366  HISTORY     - 1947     GOOD             CGS
 MK0366  HISTORY     - 1968     GOOD             CGS
 MK0366  HISTORY     - 20101013 GOOD             GEOCAC
 MK0366
 MK0366                          STATION DESCRIPTION
 MK0366
 MK0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0366'0.8 MI SW FROM TEKAMAH.
 MK0366'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 73 (THIRTEENTH STREET)
 MK0366'FROM THE COURT HOUSE AT TEKAMAH, THENCE 0.3 MILE WEST ALONG A
 MK0366'GRAVEL AND DIRT STREET TO THE TOP OF A VERY STEEP HILL AND THE
 MK0366'REFERENCE MARK, AT THE CITY WATER RESERVOIR, 45.5 FEET WEST OF
 MK0366'THE WEST POST OF A STEEL GATE ENTRANCE TO THE RESERVOIR, 42.0
 MK0366'FEET NORTH OF THE CENTER OF THE STREET, 3.3 FEET SOUTHEAST OF
 MK0366'THE SOUTHWEST CORNER OF THE RESERVOIR FENCE, 64.8 FEET WEST OF
 MK0366'TEK TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN
 MK0366'A CONCRETE POST PROJECTING 0.3 FOOT.
 MK0366
 MK0366                          STATION RECOVERY (1968)
 MK0366
 MK0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0366'RECOVERED IN GOOD CONDITION.
 MK0366
 MK0366                          STATION RECOVERY (2010)
 MK0366
 MK0366'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 MK0366'THE FENCE AND GATE HAVE BEEN REMOVED.  THE CONCRETE POST IS FLUSH WITH
 MK0366'THE GROUND AT THE TOP OF THE DRIVEWAY EMBANKMENT.  STATION TEK IS NOT
 MK0366'VISIBLE FROM THE MARK DUE TO A BUILDING ON LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0368 ***********************************************************************
 MK0368  DESIGNATION -  TEK RM 3
 MK0368  PID         -  MK0368
 MK0368  STATE/COUNTY-  NE/BURT
 MK0368  COUNTRY     -  US
 MK0368  USGS QUAD   -  TEKAMAH (2017)
 MK0368
 MK0368                         *CURRENT SURVEY CONTROL
 MK0368  ______________________________________________________________________
 MK0368* NAD 83(1986) POSITION- 41 46 18.40   (N) 096 13 33.35   (W)   HD_HELD1
 MK0368* NAVD 88 ORTHO HEIGHT -   366.37  (meters)     1202.0   (feet) RESET
 MK0368  ______________________________________________________________________
 MK0368  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 MK0368  VERT ORDER      -  THIRD
 MK0368
 MK0368.The horizontal coordinates were determined by differentially corrected
 MK0368.hand held GPS observations or other comparable positioning techniques
 MK0368.and have an estimated accuracy of +/- 3 meters.
 MK0368
 MK0368.The orthometric height was computed from unverified reset data.
 MK0368
 MK0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0368.GEOID18 height accuracy estimate available here.
 MK0368
 MK0368.Click photographs - Photos may exist for this station.
 MK0368
 MK0368;                    North         East    Units  Estimated Accuracy
 MK0368;SPC NE       -   222,062.8     813,595.9     MT  (+/- 3 meters HH1 GPS) 
 MK0368
 MK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3057128157(NAD 83)
 MK0368
 MK0368                          SUPERSEDED SURVEY CONTROL
 MK0368
 MK0368.No superseded survey control is available for this station.
 MK0368
 MK0368_MARKER: DR = REFERENCE MARK DISK
 MK0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0368_STAMPING: TEK NO 3 1934
 MK0368_MARK LOGO: CGS
 MK0368_PROJECTION: PROJECTING 15 CENTIMETERS
 MK0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0368+STABILITY: SURFACE MOTION
 MK0368
 MK0368  HISTORY     - Date     Condition        Report By
 MK0368  HISTORY     - 1968     MONUMENTED       CGS
 MK0368  HISTORY     - 1968     GOOD             CGS
 MK0368  HISTORY     - 20101013 POOR             GEOCAC
 MK0368
 MK0368                          STATION DESCRIPTION
 MK0368
 MK0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MK0368'0.5 MI SW FROM TEKAMAH.
 MK0368'0.25 MILE SOUTH ALONG 14TH STREET FROM POST OFFICE AT TEKAMAH,
 MK0368'THENCE 0.15 MILE WEST ALONG DIRT ROAD (G STREET) TO TOP OF
 MK0368'STEEP HILL AND THE REFERENCE MARK AT CITY WATER RESERVOIR,
 MK0368'40 FEET NORTH OF CENTERLINE OF ROAD, 22 FEET SOUTHEAST OF WATER
 MK0368'TANK, 14 FEET SOUTH OF POWERLINE POLE AND 10 FEET SOUTHEAST
 MK0368'OF MANHOLE COVER.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 MK0368'POST PROJECTING 6 INCHES.
 MK0368
 MK0368                          STATION RECOVERY (2010)
 MK0368
 MK0368'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 MK0368'THE FENCE DESCRIBED IN 1968 HAS BEEN REMOVED.  THE CONCRETE POST HAS A
 MK0368'TILT TO THE EAST, POSSIBLY DUE TO GROUND MOVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0369 ***********************************************************************
 MK0369  DESIGNATION -  TEK RM 4
 MK0369  PID         -  MK0369
 MK0369  STATE/COUNTY-  NE/BURT
 MK0369  COUNTRY     -  US
 MK0369  USGS QUAD   -  TEKAMAH (2017)
 MK0369
 MK0369                         *CURRENT SURVEY CONTROL
 MK0369  ______________________________________________________________________
 MK0369* NAD 83(1986) POSITION- 41 46 18.72   (N) 096 13 33.80   (W)   HD_HELD1
 MK0369* NAVD 88 ORTHO HEIGHT -   367.89  (meters)     1207.0   (feet) RESET
 MK0369  ______________________________________________________________________
 MK0369  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 MK0369  VERT ORDER      -  THIRD
 MK0369
 MK0369.The horizontal coordinates were determined by differentially corrected
 MK0369.hand held GPS observations or other comparable positioning techniques
 MK0369.and have an estimated accuracy of +/- 3 meters.
 MK0369
 MK0369.The orthometric height was computed from unverified reset data.
 MK0369
 MK0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0369.GEOID18 height accuracy estimate available here.
 MK0369
 MK0369.Click photographs - Photos may exist for this station.
 MK0369
 MK0369;                    North         East    Units  Estimated Accuracy
 MK0369;SPC NE       -   222,072.2     813,585.1     MT  (+/- 3 meters HH1 GPS) 
 MK0369
 MK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3056028166(NAD 83)
 MK0369
 MK0369                          SUPERSEDED SURVEY CONTROL
 MK0369
 MK0369.No superseded survey control is available for this station.
 MK0369
 MK0369_MARKER: DR = REFERENCE MARK DISK
 MK0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0369_STAMPING: TEK NO 4 1934
 MK0369_MARK LOGO: CGS
 MK0369_PROJECTION: PROJECTING 5 CENTIMETERS
 MK0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0369+STABILITY: SURFACE MOTION
 MK0369
 MK0369  HISTORY     - Date     Condition        Report By
 MK0369  HISTORY     - 1968     MONUMENTED       CGS
 MK0369  HISTORY     - 1968     GOOD             CGS
 MK0369  HISTORY     - 20101013 MARK NOT FOUND   GEOCAC
 MK0369
 MK0369                          STATION DESCRIPTION
 MK0369
 MK0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MK0369'0.5 MI SW FROM TEKAMAH.
 MK0369'0.25 MILE SOUTH ALONG 14TH STREET FROM POST OFFICE AT TEKAMAH,
 MK0369'THENCE 0.15 MILE WEST ALONG DIRT ROAD (G STREET) TO TOP OF
 MK0369'STEEP HILL AND REFERENCE MARK AT CITY WATER RESERVOIR, 73 FEET
 MK0369'NORTH OF CENTERLINE OF ROAD, 14 1/2 FEET SOUTH OF A POWERLINE
 MK0369'POLE, 13 FEET WEST OF WATER TANK AND 1 FOOT EAST OF EAST EDGE
 MK0369'OF RESERVOIR.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 MK0369'PROJECTING 2 INCHES.
 MK0369
 MK0369                          STATION RECOVERY (2010)
 MK0369
 MK0369'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 MK0369'NOT FOUND AFTER A VISUAL SEARCH.  THE WATER TANK DESCRIBED IN 1968 HAS
 MK0369'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1829 ***********************************************************************
 NM1829  DESIGNATION -  TEWSVILLE
 NM1829  PID         -  NM1829
 NM1829  STATE/COUNTY-  NE/KNOX
 NM1829  COUNTRY     -  US
 NM1829  USGS QUAD   -  SANTEE (2017)
 NM1829
 NM1829                         *CURRENT SURVEY CONTROL
 NM1829  ______________________________________________________________________
 NM1829* NAD 83(1995) POSITION- 42 46 39.40987(N) 097 46 52.07821(W)   ADJUSTED
 NM1829* NAVD 88 ORTHO HEIGHT -   557.07  (+/-2cm)     1827.7   (feet) VERTCON
 NM1829  ______________________________________________________________________
 NM1829  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 NM1829  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 NM1829  HORZ ORDER      -  FIRST
 NM1829  VERT ORDER      -  THIRD ? (See Below)
 NM1829
 NM1829.The horizontal coordinates were established by classical geodetic methods
 NM1829.and adjusted by the National Geodetic Survey in August 1997.
 NM1829
 NM1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1829
 NM1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1829.GEOID18 height accuracy estimate available here.
 NM1829
 NM1829.The vertical order pertains to the NGVD 29 superseded value.
 NM1829
 NM1829.Click photographs - Photos may exist for this station.
 NM1829
 NM1829.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1829
 NM1829. The following values were computed from the NAD 83(1995) position.
 NM1829
 NM1829;                    North         East     Units Scale Factor Converg.
 NM1829;SPC NE       -   329,247.113   681,542.643   MT  0.99990562   +1 28 13.6
 NM1829;SPC NE       - 1,080,204.90  2,236,027.82   sFT  0.99990562   +1 28 13.6
 NM1829;SPC SD S     -    52,565.217   808,827.835   MT  1.00001366   +1 45 38.3
 NM1829;SPC SD S     -   172,457.72  2,653,629.32   sFT  1.00001366   +1 45 38.3
 NM1829;UTM  14      - 4,736,839.998   599,705.988   MT  0.99972230   +0 49 40.3
 NM1829
 NM1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1829!SPC NE       -   0.99991668  x   0.99990562  =   0.99982231
 NM1829!SPC SD S     -   0.99991668  x   1.00001366  =   0.99993034
 NM1829!UTM  14      -   0.99991668  x   0.99972230  =   0.99963901
 NM1829
 NM1829:                Primary Azimuth Mark                     Grid Az
 NM1829:SPC NE       -  TEWSVILLE AZ MK                          171 35 21.4
 NM1829:SPC SD S     -  TEWSVILLE AZ MK                          171 17 56.7
 NM1829:UTM  14      -  TEWSVILLE AZ MK                          172 13 54.7
 NM1829
 NM1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9970536839(NAD 83)
 NM1829
 NM1829|---------------------------------------------------------------------|
 NM1829| PID    Reference Object                     Distance      Geod. Az  |
 NM1829|                                                           dddmmss.s |
 NM1829| CO4679 TEWSVILLE AZ MK                                    1730335.0 |
 NM1829| CO4680 TEWSVILLE RM 1                                     23352     |
 NM1829| CO4681 TEWSVILLE RM 2                                     29243     |
 NM1829|---------------------------------------------------------------------|
 NM1829
 NM1829                          SUPERSEDED SURVEY CONTROL
 NM1829
 NM1829  NAD 83(1986)-  42 46 39.41877(N)    097 46 52.07402(W) AD(       ) 1
 NM1829  NAD 27      -  42 46 39.41700(N)    097 46 50.84200(W) AD(       ) 1
 NM1829  NGVD 29             556.83   (m)         1826.9    (f) LEVELING    3  
 NM1829
 NM1829.Superseded values are not recommended for survey control.
 NM1829
 NM1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1829.See file dsdata.pdf to determine how the superseded data were derived.
 NM1829
 NM1829_MARKER: DS = TRIANGULATION STATION DISK
 NM1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1829_STAMPING: TEWSVILLE 1940
 NM1829_MARK LOGO: CGS
 NM1829_PROJECTION: RECESSED 18 CENTIMETERS
 NM1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1829+STABILITY: SURFACE MOTION
 NM1829
 NM1829  HISTORY     - Date     Condition        Report By
 NM1829  HISTORY     - 1940     MONUMENTED       CGS
 NM1829  HISTORY     - 1961     MARK NOT FOUND   CGS
 NM1829
 NM1829                          STATION DESCRIPTION
 NM1829
 NM1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1829'STATION IS LOCATED ABOUT 2-1/2 MILES NW OF TEWSVILLE, 5-1/2
 NM1829'MILES SE OF SANTEE, IN THE SE 1/4, SEC. 4, T 32 N, R 4 W,
 NM1829'ON LAND OF MR. O. BURRUS.  STATION IS ON HIGHEST POINT OF KNOLL
 NM1829'IN CULTIVATED FIELD ABOUT 1/4 MILE NW OF MR. BURRUS HOUSE,
 NM1829'ABOUT 0.1 MILE W. OF COUNTY ROAD AND ABOUT 250 FEET E OF WIRE
 NM1829'FENCE, MARK IS 18 INCHES BELOW THE SURFACE.  DISK IS STAMPED
 NM1829'TEWSVILLE, 1940.
 NM1829'
 NM1829'TO REACH STATION FROM TEWSVILLE, GO WEST 1 MILE TO CROSSROADS.
 NM1829'GO RIGHT (NORTH) 1 MILE TO CROSS-ROAD.  GO WEST 1 MILE TO
 NM1829'CROSS-ROAD.  (AZIMUTH MARK IS 0.2 MILE SOUTH OF THIS POINT)
 NM1829'TURN NORTH AND GO 0.3 MILE TO MR. BURRUS HOUSE ON LEFT.  TURN
 NM1829'LEFT, THROUGH BARNYARD, FOLLOW ROAD WEST BETWEEN FENCES FOR
 NM1829'0.2 MILE, TURN RIGHT (NORTH) AND FOLLOW FARM ROAD 0.2 MILE
 NM1829'TO TOP OF KNOLL AND STATION.  (NOTE--IF LAND IS IN CULTIVATION
 NM1829'ASK MR. BURRUS BEST WAY TO DRIVE TO KNOLL)
 NM1829'
 NM1829'R.M. 1 IS 323.60 FT. (SLOPE) 319.31 FT. HORIZONTAL, SW OF
 NM1829'STATION 1 FT. E OF FENCELINE ON WEST SIDE OF FIELD.  MARK
 NM1829'PROJECTS 4 INCHES AND IS 52.5 FT. BELOW LEVEL OF STATION.
 NM1829'DISK IS STAMPED TEWSVILLE, NO. 1, 1940.
 NM1829'
 NM1829'R.M. 2 IS 264.88 FT (SLOPE) 263.12 FT. (HOR.) NW OF STATION,
 NM1829'1 FT E OF FENCE ON WEST SIDE OF FIELD.  MARK PROJECTS 4
 NM1829'INCHES AND IS 30.5 FT. BELOW STATION.  DISK IS STAMPED TEWSVILLE,
 NM1829'NO. 2, 1940.  R.M. 1 TO R.M. 2 IS 291.95 FT (SLOPE) 291.12 FT.
 NM1829'(HOR)
 NM1829'
 NM1829'AZIMUTH MARK IS 0.7 MILE S OF STATION IN FENCE LINE ON W SIDE
 NM1829'OF COUNTY ROAD, 34 FT. W OF CENTER LINE, 6 FT. N OF WHITE
 NM1829'REFERENCE POST, MARK PROJECTS 5 INCHES.  DISK IS STAMPED
 NM1829'TEWSVILLE, 1940.
 NM1829'
 NM1829'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NM1829
 NM1829                          STATION RECOVERY (1961)
 NM1829
 NM1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EJB)
 NM1829'THE AZIMUTH MARK FOR THIS STATION WAS FOUND STANDING ALONG THE
 NM1829'ROAD SURROUNDED BY A MOUND OF DIRT.  IT WAS LOWERED IN PLACE,
 NM1829'SO THAT IT PROJECTS ABOUT 6 INCHES ABOVE THE BACK SLOPE FOR THE
 NM1829'NEW CONSTRUCTED ROAD.  THIS MARK SEEMED TO BE IN PLACE.
 NM1829'BUT IT SHOULD BE USED WITH CAUTION.  THE STATION AND REFERENCE
 NM1829'MARKS WERE NOT RECOVERED AT THIS TIME AS ROAD CONDITIONS
 NM1829'PREVENTED THE DRIVING OF A VEHICLE WITHIN 1/2 MILE OF THE
 NM1829'AZIMUTH MARK.
 NM1829'
 NM1829'AZIMUTH MARK IS 0.7 MILE SOUTH OF THE STATION, ABOUT 0.2
 NM1829'MILE SOUTH OF A CROSSROAD, 34 FEET WEST OF THE CENTER OF A
 NM1829'GRADED ROAD, IN LINE WITH A ROW OF TELEPHONE POLES ON THE
 NM1829'WEST SIDE OF ROAD, AND ON THE BACKSLOPE OF THE FIRST HILL
 NM1829'SOUTH OF THE CROSSROAD.  THE MARK PROJECTS 6 INCHES AND THE
 NM1829'DISK IS STAMPED TEWSVILLE 1940.
 NM1829'
 NM1829'TO REACH THE AZIMUTH MARK FROM THE TEWSVILLE HALL WHICH IS
 NM1829'ABOUT 2 MILES NORTH OF LINDY, GO WEST 2.0 MILES TO CROSSROADS.
 NM1829'TURN RIGHT AND GO NORTH FOR 0.8 MILE TO THE AZIMUTH MARK ON
 NM1829'THE LEFT AT THE TOP OF A SMALL KNOLL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1316 ***********************************************************************
 LH1316  DESIGNATION -  THAUT
 LH1316  PID         -  LH1316
 LH1316  STATE/COUNTY-  NE/KEARNEY
 LH1316  COUNTRY     -  US
 LH1316  USGS QUAD   -  KEARNEY SE (2017)
 LH1316
 LH1316                         *CURRENT SURVEY CONTROL
 LH1316  ______________________________________________________________________
 LH1316* NAD 83(1995) POSITION- 40 34 21.75392(N) 099 02 53.02054(W)   ADJUSTED
 LH1316* NAVD 88 ORTHO HEIGHT -   677.    (meters)     2221.    (feet) SCALED
 LH1316  ______________________________________________________________________
 LH1316  GEOID HEIGHT    -        -24.820 (meters)                     GEOID18
 LH1316  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 LH1316  HORZ ORDER      -  SECOND
 LH1316
 LH1316.The horizontal coordinates were established by classical geodetic methods
 LH1316.and adjusted by the National Geodetic Survey in August 1997.
 LH1316
 LH1316.The orthometric height was scaled from a topographic map.
 LH1316
 LH1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1316.GEOID18 height accuracy estimate available here.
 LH1316
 LH1316.Click photographs - Photos may exist for this station.
 LH1316
 LH1316.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1316
 LH1316. The following values were computed from the NAD 83(1995) position.
 LH1316
 LH1316;                    North         East     Units Scale Factor Converg.
 LH1316;SPC NE       -    82,536.425   580,587.982   MT  0.99979006   +0 37 51.0
 LH1316;SPC NE       -   270,788.25  1,904,812.40   sFT  0.99979006   +0 37 51.0
 LH1316;UTM  14      - 4,491,326.627   495,931.984   MT  0.99960020   -0 01 52.5
 LH1316
 LH1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1316!SPC NE       -   0.99989766  x   0.99979006  =   0.99968774
 LH1316!UTM  14      -   0.99989766  x   0.99960020  =   0.99949790
 LH1316
 LH1316:                Primary Azimuth Mark                     Grid Az
 LH1316:SPC NE       -  KEARNEY ST TB HOSPITAL STACK             340 07 41.0
 LH1316:UTM  14      -  KEARNEY ST TB HOSPITAL STACK             340 47 24.5
 LH1316
 LH1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9593191326(NAD 83)
 LH1316
 LH1316|---------------------------------------------------------------------|
 LH1316| PID    Reference Object                     Distance      Geod. Az  |
 LH1316|                                                           dddmmss.s |
 LH1316| LH1626 THAUT RM 1                           21.595 METERS 01105     |
 LH1316| LH1627 THAUT RM 2                           15.918 METERS 08615     |
 LH1316| LH1625 THAUT AZ MK                                        1665619.6 |
 LH1316| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX.16.2 KM 3362759.8 |
 LH1316| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.16.1 KM 3362914.2 |
 LH1316| LH1306 KEARNEY ST TB HOSPITAL TANK         APPROX.15.2 KM 3403935.6 |
 LH1316| LH1305 KEARNEY ST TB HOSPITAL STACK        APPROX.15.2 KM 3404532.0 |
 LH1316|---------------------------------------------------------------------|
 LH1316
 LH1316                          SUPERSEDED SURVEY CONTROL
 LH1316
 LH1316  NAD 83(1986)-  40 34 21.76067(N)    099 02 53.02171(W) AD(       ) 2
 LH1316  NAD 27      -  40 34 21.71100(N)    099 02 51.71700(W) AD(       ) 2
 LH1316
 LH1316.Superseded values are not recommended for survey control.
 LH1316
 LH1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1316.See file dsdata.pdf to determine how the superseded data were derived.
 LH1316
 LH1316_MARKER: DS = TRIANGULATION STATION DISK
 LH1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1316_STAMPING: THAUT 1950
 LH1316_MARK LOGO: CGS
 LH1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1316+STABILITY: SURFACE MOTION
 LH1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1316+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1982
 LH1316
 LH1316  HISTORY     - Date     Condition        Report By
 LH1316  HISTORY     - 1950     MONUMENTED       CGS
 LH1316  HISTORY     - 1950     GOOD             CGS
 LH1316  HISTORY     - 1981     GOOD             LOCENG
 LH1316  HISTORY     - 19821116 SEE DESCRIPTION  NGS
 LH1316
 LH1316                          STATION DESCRIPTION
 LH1316
 LH1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1316'THE STATION IS LOCATED ABOUT 9 MILES SOUTH AND 2 MILES EAST OF
 LH1316'KEARNEY, ON A HIGH SANDY HILL ABOUT 150 YARDS NORTH OF A RED BARN.
 LH1316'IT IS 121 FEET NORTH OF A FENCELINE, 38 FEET EAST OF A DRILL
 LH1316'WELL AND 10 FEET EAST OF AN UNDERGROUND WATER TANK.  THE MARK
 LH1316'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED THAUT 1950.
 LH1316'
 LH1316'REFERENCE MARK NO. 1 IS 121 FEET NORTH OF A FENCELINE AND
 LH1316'89 FEET EAST NORTHEAST OF A DRILL WELL.  THE MARK PROJECTS
 LH1316'ABOUT 6 INCHES AND THE DISK IS STAMPED THAUT NO 1 1950.
 LH1316'
 LH1316'REFERENCE MARK NO. 2 IS 95 FEET NORTHEAST OF A DRILL WELL.
 LH1316'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED THAUT NO
 LH1316'2 1950.
 LH1316'
 LH1316'AZIMUTH MARK IS 70 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 33
 LH1316'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 4 FEET NORTHEAST OF
 LH1316'A TELEPHONE POLE AND 2.5 FEET WEST OF A WHITE WITNESS POST.
 LH1316'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LH1316'THAUT 1950.
 LH1316'
 LH1316'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 LH1316'STATE ROUTE 10 AT THE MONUMENT IN KEARNEY, GO SOUTH ON STATE
 LH1316'ROUTE 10 FOR 8.95 MILES TO A CROSSROADS.  TURN LEFT (EAST)
 LH1316'ON GRAVEL ROAD FOR 1.9 MILES TO A CROSSROADS AND AZIMUTH MARK
 LH1316'IN NORTHEAST ANGLE AS DESCRIBED.  TURN LEFT (NORTH) AND GO FOR
 LH1316'0.2 MILE TO A FARM DRIVE ON WEST SIDE OF ROAD.  TURN LEFT
 LH1316'(WEST) AND FOLLOW DRIVE AROUND HOUSE FOR 0.2 MILE TO GATE IN
 LH1316'BARN YARD FENCE.  PASS THROUGH GATE AND FOLLOW DIM TRACK ROAD
 LH1316'AROUND BARN FOR 0.2 MILE TO FOOT OF HILL.  TURN OFF OF TRACK ROAD
 LH1316'AND GO UP HILL FOR 0.1 MILE TO WIND MILL AND STATION AS
 LH1316'DESCRIBED.
 LH1316'
 LH1316'A 74 FOOT SIGNAL AT ODESSA IS VISIBLE FROM THE GROUND.
 LH1316'
 LH1316'AN 87 FOOT SIGNAL AT COLLEGE IS VISIBLE FROM THE GROUND.
 LH1316'
 LH1316'A 74 FOOT SIGNAL AT BASE IS VISIBLE FROM THE GROUND.
 LH1316'
 LH1316'A 74 FOOT SIGNAL AT LOWELL 2 IS VISIBLE FROM THE GROUND.
 LH1316'
 LH1316'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1316
 LH1316                          STATION RECOVERY (1950)
 LH1316
 LH1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1316'RECOVERED IN GOOD CONDITION.
 LH1316
 LH1316                          STATION RECOVERY (1981)
 LH1316
 LH1316'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 LH1316'THAUT 1950 RECOVERED GOOD.
 LH1316'
 LH1316'REF. NO. 1 RECOVERED POOR.
 LH1316'
 LH1316'REF. NO 2 RECOVERED POOR.
 LH1316'
 LH1316'AZIMUTH MARK DESTROYED.
 LH1316'
 LH1316'THIS STATION FALLS IN A CULTIVATED FIELD.  THE TWO REFERENCES HAVE
 LH1316'BEEN DISTURBED THROUGH FARMING OPERATIONS.  THIS LAND HAS A CENTER
 LH1316'PIVOT IRRG. SYSTEM ON IT AND THE WHEELS OF THE PIVOT TRAVEL WITHIN
 LH1316'6 FEET OF THE REF.  THE LAND OWNER TOLD ME HE WOULD LIKE TO HAVE
 LH1316'THEM MOVED.  HE SAID HE HAS WRITTEN TO THE GOV. ABOUT IT BUT HAS
 LH1316'NEVER GOTTEN A REPLY FROM THEM.
 LH1316
 LH1316                          STATION RECOVERY (1982)
 LH1316
 LH1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1316'THE STATION MARKS WERE RECOVERED IN GOOD CONDITION. REFERENCE MARKS
 LH1316'WERE FOUND IN POOR CONDITION, HAVING BEEN STRUCK BY FARM MACHINERY.
 LH1316'THE AZIMUTH MARK WAS NOT FOUND AND IS PRESUMED DESTROYED.
 LH1316'MEASUREMENTS PLACE THE MARK IN A CULTIVATED FIELD.  THE STATION IS
 LH1316'NOW IN A CULTIVATED FIELD AND THE FARMER REQUESTED THE MARKS BE
 LH1316'REMOVED FROM THE FIELD.  STATION--THAUT 2, REFERENCE MARKS 3, 4 AND
 LH1316'THAUT 2 AZ MK WERE ESTABLISHED AND THEN THE SURFACE MARK AND
 LH1316'REFERENCE MARKS 1 AND 2 WERE REMOVED FROM THE FIELD.  THE UNDERGROUND
 LH1316'MARK WAS LEFT IN PLACE, 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.
 LH1316'CHECK ANGLES WERE OBTAINED TO DISTANT OBJECTS.
 LH1316'THE UNDERGROUND MARK IS ON PROPERTY OWNED BY MARGARET MCFARLAND OF
 LH1316'PHOENIX, ARIZONA AND LEASED BY THE NICKEL BROTHERS FARM, RURAL ROUTE
 LH1316'2, AXTELL, NEBRASKA.  BILL NICKELS TELEPHONE NUMBER IS 308 234 9210
 LH1316'IN KEARNEY, NEBRASKA.
 LH1316'FOR FURTHER DETAILS, SEE THE DESCIPTION TO THE--THAUT 2--MARKERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1549 ***********************************************************************
 LH1549  DESIGNATION -  THAUT 2
 LH1549  PID         -  LH1549
 LH1549  STATE/COUNTY-  NE/KEARNEY
 LH1549  COUNTRY     -  US
 LH1549  USGS QUAD   -  KEARNEY SE (2017)
 LH1549
 LH1549                         *CURRENT SURVEY CONTROL
 LH1549  ______________________________________________________________________
 LH1549* NAD 83(1995) POSITION- 40 34 23.97126(N) 099 02 48.82581(W)   ADJUSTED
 LH1549* NAVD 88 ORTHO HEIGHT -   676.    (meters)     2218.    (feet) SCALED
 LH1549  ______________________________________________________________________
 LH1549  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 LH1549  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 LH1549  HORZ ORDER      -  THIRD
 LH1549
 LH1549.The horizontal coordinates were established by classical geodetic methods
 LH1549.and adjusted by the National Geodetic Survey in August 1997.
 LH1549
 LH1549.The orthometric height was scaled from a topographic map.
 LH1549
 LH1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1549.GEOID18 height accuracy estimate available here.
 LH1549
 LH1549.Click photographs - Photos may exist for this station.
 LH1549
 LH1549.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1549
 LH1549. The following values were computed from the NAD 83(1995) position.
 LH1549
 LH1549;                    North         East     Units Scale Factor Converg.
 LH1549;SPC NE       -    82,605.889   580,685.866   MT  0.99978989   +0 37 53.8
 LH1549;SPC NE       -   271,016.15  1,905,133.55   sFT  0.99978989   +0 37 53.8
 LH1549;UTM  14      - 4,491,394.942   496,030.646   MT  0.99960019   -0 01 49.8
 LH1549
 LH1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1549!SPC NE       -   0.99989794  x   0.99978989  =   0.99968785
 LH1549!UTM  14      -   0.99989794  x   0.99960019  =   0.99949817
 LH1549
 LH1549:                Primary Azimuth Mark                     Grid Az
 LH1549:SPC NE       -  THAUT 2 AZ MK                            358 20 50.7
 LH1549:UTM  14      -  THAUT 2 AZ MK                            359 00 34.3
 LH1549
 LH1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9603091394(NAD 83)
 LH1549
 LH1549|---------------------------------------------------------------------|
 LH1549| PID    Reference Object                     Distance      Geod. Az  |
 LH1549|                                                           dddmmss.s |
 LH1549| LH1623 THAUT 2 RM 3                         11.949 METERS 00121     |
 LH1549| LH1349 AXTELL MUNICIPAL TANK               APPROX.12.5 KM 2123627.1 |
 LH1549| LH1316 THAUT                               120.053 METERS 23516     |
 LH1549| LH1624 THAUT 2 RM 4                         18.942 METERS 26115     |
 LH1549| LH1550 THAUT 2 AZ MK                       APPROX. 0.9 KM 3585844.5 |
 LH1549|---------------------------------------------------------------------|
 LH1549
 LH1549                          SUPERSEDED SURVEY CONTROL
 LH1549
 LH1549  NAD 83(1986)-  40 34 23.97788(N)    099 02 48.82721(W) AD(       ) 3
 LH1549
 LH1549.Superseded values are not recommended for survey control.
 LH1549
 LH1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1549.See file dsdata.pdf to determine how the superseded data were derived.
 LH1549
 LH1549_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1549_STAMPING: THAUT 2 1982
 LH1549_MARK LOGO: NGS
 LH1549_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1549+STABILITY: SURFACE MOTION
 LH1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1549+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LH1549
 LH1549  HISTORY     - Date     Condition        Report By
 LH1549  HISTORY     - 1982     MONUMENTED       NGS
 LH1549
 LH1549                          STATION DESCRIPTION
 LH1549
 LH1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1549'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH FROM KEARNEY, 12
 LH1549'KM (7.5 MI) NORTHWEST FROM MINDEN, 12 KM (7.5 MI) NORTHEAST FROM
 LH1549'AXTELL, 3.2 KM (2.0 MI) EAST FROM STATE HIGHWAY 44 AND ON COUNTY ROAD
 LH1549'RIGHT-OF-WAY.
 LH1549'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 LH1549'44, ABOUT 3.2 KM (2.0 MI) SOUTH FROM KEARNEY, GO SOUTH ON HIGHWAY 44
 LH1549'FOR 11.27 KM (7.00 MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 LH1549'EAST ON THE GRAVELED ROAD FOR 3.22 KM (2.00 MI) TO A GRAVELED
 LH1549'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.56 KM
 LH1549'(0.35 MI) TO THE STATION ON THE RIGHT.
 LH1549'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1549'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1549'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 18.35 M (60.20 FT)
 LH1549'SOUTH FROM A POWER POLE, 9.0 M (29.5 FT) EAST FROM THE CENTERLINE OF
 LH1549'THE ROAD, 0.7 M (2.3 FT) NORTH FROM A WITNESS POST AND 0.7 M
 LH1549'(2.3 FT) WEST FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1550 ***********************************************************************
 LH1550  DESIGNATION -  THAUT 2 AZ MK
 LH1550  PID         -  LH1550
 LH1550  STATE/COUNTY-  NE/KEARNEY
 LH1550  COUNTRY     -  US
 LH1550  USGS QUAD   -  KEARNEY SE (2017)
 LH1550
 LH1550                         *CURRENT SURVEY CONTROL
 LH1550  ______________________________________________________________________
 LH1550* NAD 83(1995) POSITION- 40 34 54.64156(N) 099 02 49.54270(W)   ADJUSTED
 LH1550* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 LH1550  ______________________________________________________________________
 LH1550  GEOID HEIGHT    -        -24.796 (meters)                     GEOID18
 LH1550  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 LH1550  HORZ ORDER      -  THIRD
 LH1550
 LH1550.The horizontal coordinates were established by classical geodetic methods
 LH1550.and adjusted by the National Geodetic Survey in August 1997.
 LH1550
 LH1550.The orthometric height was scaled from a topographic map.
 LH1550
 LH1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1550.GEOID18 height accuracy estimate available here.
 LH1550
 LH1550.Click photographs - Photos may exist for this station.
 LH1550
 LH1550.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1550
 LH1550. The following values were computed from the NAD 83(1995) position.
 LH1550
 LH1550;                    North         East     Units Scale Factor Converg.
 LH1550;SPC NE       -    83,551.504   580,658.584   MT  0.99978750   +0 37 53.4
 LH1550;SPC NE       -   274,118.56  1,905,044.04   sFT  0.99978750   +0 37 53.4
 LH1550;UTM  14      - 4,492,340.630   496,014.296   MT  0.99960020   -0 01 50.3
 LH1550
 LH1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1550!SPC NE       -   0.99989990  x   0.99978750  =   0.99968742
 LH1550!UTM  14      -   0.99989990  x   0.99960020  =   0.99950014
 LH1550
 LH1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9601492340(NAD 83)
 LH1550
 LH1550                          SUPERSEDED SURVEY CONTROL
 LH1550
 LH1550  NAD 83(1986)-  40 34 54.64826(N)    099 02 49.54396(W) AD(       ) 3
 LH1550
 LH1550.Superseded values are not recommended for survey control.
 LH1550
 LH1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1550.See file dsdata.pdf to determine how the superseded data were derived.
 LH1550
 LH1550_MARKER: DZ = AZIMUTH MARK DISK
 LH1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1550_STAMPING: THAUT 2 1982
 LH1550_MARK LOGO: NGS
 LH1550_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1550+STABILITY: SURFACE MOTION
 LH1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1550+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LH1550
 LH1550  HISTORY     - Date     Condition        Report By
 LH1550  HISTORY     - 1982     MONUMENTED       NGS
 LH1550
 LH1550                          STATION DESCRIPTION
 LH1550
 LH1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1550'THE STATION IS LOCATED ABOUT 13.3 KM (8.3 MI) SOUTH FROM KEARNEY, 12.9
 LH1550'KM (8.0 MI) NORTHWEST FROM MINDEN, 12.9 KM (8.0 MI) NORTHEAST FROM
 LH1550'AXTELL AND ON THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 LH1550'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 LH1550'44, ABOUT 3.2 KM (2.0 MI) SOUTH FROM KEARNEY, GO SOUTH ON HIGHWAY 44
 LH1550'FOR 11.27 KM (7.00 MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 LH1550'EAST FOR 3.22 KM (2.00 MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 LH1550'NORTH 0.56 KM (0.35 MI) TO STATION THAUT ON THE RIGHT.  CONTINUE
 LH1550'NORTH FOR 0.95 KM (0.59 MI) TO THE STATION ON THE LEFT.
 LH1550'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1550'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 LH1550'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 22.4 M (73.5 FT)
 LH1550'SOUTHWEST FROM A POWER POLE, 8.7 M (28.5 FT) WEST FROM THE CENTERLINE
 LH1550'OF THE ROAD, 1.28 M (4.20 FT) EAST FROM A FENCE AND 0.43 M (1.41 FT)
 LH1550'NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0514 ***********************************************************************
 MM0514  CBN         -  This is a Cooperative Base Network Control Station.
 MM0514  PACS        -  This is a Primary Airport Control Station.
 MM0514  DESIGNATION -  THEDPORT
 MM0514  PID         -  MM0514
 MM0514  STATE/COUNTY-  NE/THOMAS
 MM0514  COUNTRY     -  US
 MM0514  USGS QUAD   -  THEDFORD (2017)
 MM0514
 MM0514                         *CURRENT SURVEY CONTROL
 MM0514  ______________________________________________________________________
 MM0514* NAD 83(2011) POSITION- 41 57 46.32067(N) 100 33 35.71197(W)   ADJUSTED
 MM0514* NAD 83(2011) ELLIP HT-   865.788 (meters)        (06/27/12)   ADJUSTED
 MM0514* NAD 83(2011) EPOCH   -  2010.00
 MM0514* NAVD 88 ORTHO HEIGHT -   887.45  (meters)     2911.6   (feet) GPS OBS
 MM0514  ______________________________________________________________________
 MM0514  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MM0514  GEOID HEIGHT    -        -21.363 (meters)                     GEOID93
 MM0514  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 MM0514  NAD 83(2011) X  -   -870,576.240 (meters)                     COMP
 MM0514  NAD 83(2011) Y  - -4,669,947.768 (meters)                     COMP
 MM0514  NAD 83(2011) Z  -  4,243,116.759 (meters)                     COMP
 MM0514  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 MM0514
 MM0514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0514  Standards:
 MM0514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0514  -------------------------------------------------------------------
 MM0514  NETWORK    0.40   1.16           0.19   0.12   0.59     -0.00957145
 MM0514  -------------------------------------------------------------------
 MM0514  Click here for local accuracies and other accuracy information.
 MM0514
 MM0514.This mark is at Thomas County Airport (5V3)
 MM0514
 MM0514.The horizontal coordinates were established by GPS observations
 MM0514.and adjusted by the National Geodetic Survey in June 2012.
 MM0514
 MM0514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0514.been affixed to the stable North American tectonic plate. See 
 MM0514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0514
 MM0514.The horizontal coordinates are valid at the epoch date displayed above
 MM0514.which is a decimal equivalence of Year/Month/Day.
 MM0514
 MM0514.The orthometric height was determined by GPS observations and a
 MM0514.high-resolution geoid model.
 MM0514
 MM0514.GPS derived orthometric heights for airport stations designated as
 MM0514.PACS or SACS are published to 2 decimal places.  This maintains
 MM0514.centimeter relative accuracy between the PACS and SACS.  It does
 MM0514.not indicate centimeter accuracy relative to other marks which are
 MM0514.part of the published vertical control network.
 MM0514
 MM0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0514.GEOID18 height accuracy estimate available here.
 MM0514
 MM0514.Click photographs - Photos may exist for this station.
 MM0514
 MM0514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0514
 MM0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0514
 MM0514.The ellipsoidal height was determined by GPS observations
 MM0514.and is referenced to NAD 83.
 MM0514
 MM0514. The following values were computed from the NAD 83(2011) position.
 MM0514
 MM0514;                    North         East     Units Scale Factor Converg.
 MM0514;SPC NE       -   236,585.024   453,597.939   MT  0.99969035   -0 22 15.8
 MM0514;SPC NE       -   776,196.03  1,488,179.24   sFT  0.99969035   -0 22 15.8
 MM0514;UTM  14      - 4,646,830.147   370,734.335   MT  0.99980561   -1 02 35.5
 MM0514
 MM0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0514!SPC NE       -   0.99986423  x   0.99969035  =   0.99955462
 MM0514!UTM  14      -   0.99986423  x   0.99980561  =   0.99966986
 MM0514
 MM0514:                Primary Azimuth Mark                     Grid Az
 MM0514:SPC NE       -  THEDPORT AZ MK                           167 39 36.8
 MM0514:UTM  14      -  THEDPORT AZ MK                           168 19 56.5
 MM0514
 MM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7073446830(NAD 83)
 MM0514
 MM0514|---------------------------------------------------------------------|
 MM0514| PID    Reference Object                     Distance      Geod. Az  |
 MM0514|                                                           dddmmss.s |
 MM0514| MM0515 THEDPORT AZ MK                      APPROX. 0.7 KM 1671721.0 |
 MM0514|---------------------------------------------------------------------|
 MM0514
 MM0514                          SUPERSEDED SURVEY CONTROL
 MM0514
 MM0514  NAD 83(2007)-  41 57 46.32053(N)    100 33 35.71299(W) AD(2002.00) 0
 MM0514  ELLIP H (02/10/07)  865.815  (m)                       GP(2002.00)    
 MM0514  ELLIP H (09/24/01)  865.788  (m)                       GP(       ) 4 1
 MM0514  NAD 83(1995)-  41 57 46.32024(N)    100 33 35.71276(W) AD(       ) B
 MM0514  ELLIP H (06/25/96)  865.825  (m)                       GP(       ) 1 1
 MM0514  NAD 83(1986)-  41 57 46.32583(N)    100 33 35.71899(W) AD(       ) 1
 MM0514  NGVD 29 (02/23/90)  887.13   (m)  RAPSU86  model used  GPS OBS        
 MM0514
 MM0514.Superseded values are not recommended for survey control.
 MM0514
 MM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0514.See file dsdata.pdf to determine how the superseded data were derived.
 MM0514
 MM0514_MARKER: I = METAL ROD
 MM0514_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0514_STAMPING: THEDPORT 1989
 MM0514_MARK LOGO: NGS
 MM0514_PROJECTION: FLUSH
 MM0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0514+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2017
 MM0514_ROD/PIPE-DEPTH: 17.9 meters
 MM0514_SLEEVE-DEPTH  : 0.93 meters
 MM0514
 MM0514  HISTORY     - Date     Condition        Report By
 MM0514  HISTORY     - 1989     MONUMENTED       NGS
 MM0514  HISTORY     - 19950709 GOOD             NGS
 MM0514  HISTORY     - 20030825 GOOD             NEDR
 MM0514  HISTORY     - 20040112 GOOD             NDA
 MM0514  HISTORY     - 20140930 GOOD             GEOCAC
 MM0514  HISTORY     - 20150210 GOOD             JEOCON
 MM0514  HISTORY     - 20160329 GOOD             NEGS
 MM0514  HISTORY     - 20170124 GOOD             COMPDA
 MM0514
 MM0514                          STATION DESCRIPTION
 MM0514
 MM0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MM0514'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTH-SOUTHEAST OF
 MM0514'THEDFORD, 1.77 KM (1.10 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 83 AND
 MM0514'STATE HIGHWAY 2 AND ON THE RIGHT-OF-WAY OF OLD US HIGHWAY 83.
 MM0514'OWNERSHIP--NE STATE DEPT OF ROADS.
 MM0514'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO NORTH ON
 MM0514'WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH STATE HIGHWAY
 MM0514'2.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 2 FOR 1.29 KM (0.80 MI) TO
 MM0514'THE JUNCTION WITH US HIGHWAY 83 SOUTH.  TURN RIGHT AND GO SOUTH ON US
 MM0514'HIGHWAY 83 FOR 1.45 KM (0.90 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 MM0514'AND GO WEST FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH AN OLD PAVED
 MM0514'HIGHWAY.  TURN LEFT AND GO SOUTH ON THE OLD HIGHWAY FOR 0.32 KM
 MM0514'(0.20 MI) TO THE STATION ON THE RIGHT ON THE TOP OF A 3 M (9.8 FT)
 MM0514'KNOLL AND ON THE OLD HIGHWAY RIGHT-OF-WAY.
 MM0514'THE STATION MARK IS SET 45.4 M (148.9 FT) SOUTH-SOUTHEAST OF A
 MM0514'RIGHT-OF-WAY POST, 11.8 M (38.7 FT) WEST-SOUTHWEST OF THE OLD PAVED
 MM0514'HIGHWAY CENTERLINE AND 0.8 M (2.6 FT) EAST-SOUTHEAST OF A CARSONITE
 MM0514'WITNESS POST SET AT A FENCELINE.
 MM0514'DESCRIBED BY R.D.BALL.
 MM0514'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0514
 MM0514                          STATION RECOVERY (1995)
 MM0514
 MM0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0514'THE STATION IS LOCATED ABOUT 34.5 MI (55.5 KM) NORTH OF STAPLETON, 1.7
 MM0514'MI (2.7 KM) SOUTH-SOUTHEAST OF THEDFORD AND ON THE RIGHT-OF-WAY OF OLD
 MM0514'U.S. HIGHWAY 83 NEAR THE SITE OF A FUTURE AIRPORT. OWNERSHIP--NEBRASKA
 MM0514'DEPARTMENT OF ROADS.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 MM0514'HIGHWAY 83 AND STATE HIGHWAY 2 JUST EAST OF THEDFORD, GO SOUTH ON U.S.
 MM0514'HIGHWAY 83 FOR 0.9 MI (1.4 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 MM0514'GO WEST ON THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A T-JUNCTION WITH
 MM0514'THE OLD PAVED HIGHWAY, TURN LEFT AND GO SOUTH ON THE OLD HIGHWAY FOR
 MM0514'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT ON THE TOP OF A 10.0 FT
 MM0514'(3.0 M) KNOLL AND ON THE OLD HIGHWAY RIGHT-OF-WAY.  THE STATION IS
 MM0514'148.9 FT (45.4 M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY POST, 38.7 FT
 MM0514'(11.8 M) WEST-SOUTHWEST OF THE OLD PAVED HIGHWAY CENTER (SLOPE) AND
 MM0514'2.6 FT (0.8 M) EAST-SOUTHEAST OF A WITNESS POST SET INTO A FENCE LINE.
 MM0514'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MM0514'AIRPORT CONTROL STATION.
 MM0514
 MM0514                          STATION RECOVERY (2003)
 MM0514
 MM0514'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 MM0514'RECOVERED IN GOOD CONDITION.
 MM0514
 MM0514                          STATION RECOVERY (2004)
 MM0514
 MM0514'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 MM0514'DESCPRIPTION IS ADEQUATE
 MM0514
 MM0514                          STATION RECOVERY (2014)
 MM0514
 MM0514'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 MM0514'RECOVERED AS DESCRIBED.
 MM0514'
 MM0514'TRAVEL DOWN OLD ROADBED IS NO LONGER POSSIBLE, AS SURFACE HAS BEEN
 MM0514'TORN UP. HOWEVER, STATION IS VISIBLE FROM CURRENT US83, AND IS
 MM0514'CURRENTLY LOCATED BEHIND LARGE PILE OF DISCARDED CEMENT PILINGS.
 MM0514'
 MM0514'GPS USAGE IS STILL POSSIBLE.
 MM0514
 MM0514                          STATION RECOVERY (2015)
 MM0514
 MM0514'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 MM0514'RECOVERED IN GOOD CONDITION.
 MM0514
 MM0514                          STATION RECOVERY (2016)
 MM0514
 MM0514'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 MM0514'RECOVERED IN GOOD CONDITION
 MM0514
 MM0514                          STATION RECOVERY (2017)
 MM0514
 MM0514'RECOVERY NOTE BY COMPASSDATA INC 2017 (NK)
 MM0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0515 ***********************************************************************
 MM0515  SACS        -  This is a Secondary Airport Control Station.
 MM0515  DESIGNATION -  THEDPORT AZ MK
 MM0515  PID         -  MM0515
 MM0515  STATE/COUNTY-  NE/THOMAS
 MM0515  COUNTRY     -  US
 MM0515  USGS QUAD   -  THEDFORD (2017)
 MM0515
 MM0515                         *CURRENT SURVEY CONTROL
 MM0515  ______________________________________________________________________
 MM0515* NAD 83(1995) POSITION- 41 57 24.90567(N) 100 33 29.24106(W)   ADJUSTED
 MM0515* NAD 83(1995) ELLIP HT-   868.801 (meters)        (06/27/02)   ADJUSTED
 MM0515* NAVD 88 ORTHO HEIGHT -   890.5   (meters)     2922.    (feet) VERTCON
 MM0515  ______________________________________________________________________
 MM0515  GEOID HEIGHT    -        -21.717 (meters)                     GEOID18
 MM0515  NAD 83(1995) X  -   -870,511.102 (meters)                     COMP
 MM0515  NAD 83(1995) Y  - -4,670,411.628 (meters)                     COMP
 MM0515  NAD 83(1995) Z  -  4,242,627.381 (meters)                     COMP
 MM0515  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 MM0515  HORZ ORDER      -  THIRD
 MM0515  ELLP ORDER      -  FOURTH    CLASS I
 MM0515
 MM0515.This mark is at Thomas County Airport (5V3)
 MM0515
 MM0515.The horizontal coordinates were established by GPS observations
 MM0515.and adjusted by the National Geodetic Survey in August 1997.
 MM0515
 MM0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0515
 MM0515.GPS derived orthometric heights for airport stations designated as
 MM0515.PACS or SACS are published to 2 decimal places.  This maintains
 MM0515.centimeter relative accuracy between the PACS and SACS.  It does
 MM0515.not indicate centimeter accuracy relative to other marks which are
 MM0515.part of the published vertical control network.
 MM0515
 MM0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0515.GEOID18 height accuracy estimate available here.
 MM0515
 MM0515.Click photographs - Photos may exist for this station.
 MM0515
 MM0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0515
 MM0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0515
 MM0515.The ellipsoidal height was determined by GPS observations
 MM0515.and is referenced to NAD 83.
 MM0515
 MM0515. The following values were computed from the NAD 83(1995) position.
 MM0515
 MM0515;                    North         East     Units Scale Factor Converg.
 MM0515;SPC NE       -   235,923.552   453,742.635   MT  0.99968953   -0 22 11.5
 MM0515;SPC NE       -   774,025.85  1,488,653.96   sFT  0.99968953   -0 22 11.5
 MM0515;UTM  14      - 4,646,166.947   370,871.278   MT  0.99980518   -1 02 30.7
 MM0515
 MM0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0515!SPC NE       -   0.99986375  x   0.99968953  =   0.99955333
 MM0515!UTM  14      -   0.99986375  x   0.99980518  =   0.99966896
 MM0515
 MM0515:                Primary Azimuth Mark                     Grid Az
 MM0515:SPC NE       -  THEDPORT                                 347 39 36.8
 MM0515:UTM  14      -  THEDPORT                                 348 19 56.0
 MM0515
 MM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7087146166(NAD 83)
 MM0515
 MM0515|---------------------------------------------------------------------|
 MM0515| PID    Reference Object                     Distance      Geod. Az  |
 MM0515|                                                           dddmmss.s |
 MM0515| MM0514 THEDPORT                            APPROX. 0.7 KM 3471725.3 |
 MM0515|---------------------------------------------------------------------|
 MM0515
 MM0515                          SUPERSEDED SURVEY CONTROL
 MM0515
 MM0515  ELLIP H (08/18/97)  868.838  (m)                       GP(       ) 4 1
 MM0515  NAD 83(1986)-  41 57 24.91110(N)    100 33 29.24774(W) AD(       ) 3
 MM0515  NGVD 29 (02/23/90)  890.15   (m)  RAPSU86  model used  GPS OBS        
 MM0515
 MM0515.Superseded values are not recommended for survey control.
 MM0515
 MM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0515.See file dsdata.pdf to determine how the superseded data were derived.
 MM0515
 MM0515_MARKER: I = METAL ROD
 MM0515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0515_STAMPING: THEDPORT AZ MK 1989
 MM0515_MARK LOGO: NGS
 MM0515_PROJECTION: FLUSH
 MM0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MM0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0515+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 MM0515_ROD/PIPE-DEPTH: 14.5 meters
 MM0515_SLEEVE-DEPTH  : 0.93 meters
 MM0515
 MM0515  HISTORY     - Date     Condition        Report By
 MM0515  HISTORY     - 1989     MONUMENTED       NGS
 MM0515  HISTORY     - 19950709 GOOD             NGS
 MM0515  HISTORY     - 20040112 GOOD             NDA
 MM0515  HISTORY     - 20140930 GOOD             GEOCAC
 MM0515
 MM0515                          STATION DESCRIPTION
 MM0515
 MM0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MM0515'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTH-SOUTHEAST OF
 MM0515'THEDFORD, 1.77 KM (1.10 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 83 AND
 MM0515'STATE HIGHWAY 2 AND ON THE RIGHT-OF-WAY OF OLD US HIGHWAY 83.
 MM0515'OWNERSHIP--NE STATE DEPT OF ROADS.
 MM0515'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO NORTH ON
 MM0515'WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION OF STATE HIGHWAY
 MM0515'2.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 2 FOR 1.29 KM (0.80 MI) TO
 MM0515'THE JUNCTION OF US HIGHWAY 83 SOUTH.  TURN RIGHT AND GO SOUTH ON US
 MM0515'HIGHWAY 83 FOR 1.45 KM (0.90 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 MM0515'AND GO WEST FOR 0.05 KM (0.05 MI) TO THE JUNCTION OF AN OLD PAVED
 MM0515'HIGHWAY.  TURN LEFT AND GO SOUTH ON THE OLD HIGHWAY FOR 0.86 KM
 MM0515'(0.55 MI) TO THE STATION ON THE RIGHT ON THE TOP OF A 1 M (3.3 FT)
 MM0515'KNOLL AND ON THE OLD HIGHWAY RIGHT-OF-WAY.
 MM0515'THE STATION MARK IS SET 13.8 M (45.3 FT) WEST-SOUTHWEST OF THE OLD
 MM0515'PAVED HIGHWAY CENTERLINE, 1.7 M (5.6 FT)  NORTH-NORTHEAST OF A
 MM0515'RIGHT-OF-WAY POST AND 1.4 M (4.6 FT) NORTHEAST OF A CARSONITE WITNESS
 MM0515'POST SET AT A FENCELINE.
 MM0515'DESCRIBED BY R.D.BALL.
 MM0515'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0515
 MM0515                          STATION RECOVERY (1995)
 MM0515
 MM0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0515'THE STATION IS LOCATED ABOUT 34.5 MI (55.5 KM) NORTH OF STAPLETON, 1.7
 MM0515'MI (2.7 KM) SOUTH-SOUTHEAST OF THEDFORD AND ON THE RIGHT-OF-WAY OF OLD
 MM0515'US HIGHWAY 83, NEAR THE SITE OF A FUTURE AIRPORT. OWNERSHIP--NEBRASKA
 MM0515'DEPARTMENT OF ROADS.  TO REACH THE STATION FROM THE JUNCTION OF US
 MM0515'HIGHWAY 83 AND STATE HIGHWAY 2 JUST EAST OF THEDFORD, GO SOUTH ON US
 MM0515'HIGHWAY 83 FOR 0.9 MI (1.4 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 MM0515'GO WEST ON THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A T-JUNCTION WITH
 MM0515'THE OLD PAVED HIGHWAY, TURN LEFT AND GO SOUTH ON THE OLD HIGHWAY FOR
 MM0515'0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT ON THE TOP OF A 3.0 FT
 MM0515'(0.9 M) KNOLL AND ON THE OLD HIGHWAY RIGHT-OF-WAY.  THE STATION IS
 MM0515'45.3 FT (13.8 M) WEST-SOUTHWEST OF THE OLD PAVED HIGHWAY CENTER, 5.6
 MM0515'FT (1.7 M) NORTH-NORTHEAST OF A RIGHT-OF-WAY POST AND 4.6 FT (1.4 M)
 MM0515'NORTHEAST OF A WITNESS POST IN A FENCE LINE.  THIS STATION TO BE USED
 MM0515'AS SACS.
 MM0515
 MM0515                          STATION RECOVERY (2004)
 MM0515
 MM0515'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 MM0515'DESCPRIPTION IS ADEQUATE
 MM0515
 MM0515                          STATION RECOVERY (2014)
 MM0515
 MM0515'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 MM0515'RECOVERED AS DESCRIBED.
 MM0515'
 MM0515'STATION IS LOCATED NEAR FARM ACCESS ROAD HEADING WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0375 ***********************************************************************
 LJ0375  DESIGNATION -  THIRTY
 LJ0375  PID         -  LJ0375
 LJ0375  STATE/COUNTY-  NE/DAWSON
 LJ0375  COUNTRY     -  US
 LJ0375  USGS QUAD   -  GOTHENBURG SW (2017)
 LJ0375
 LJ0375                         *CURRENT SURVEY CONTROL
 LJ0375  ______________________________________________________________________
 LJ0375* NAD 83(1995) POSITION- 40 51 38.13923(N) 100 13 14.88230(W)   ADJUSTED
 LJ0375* NAVD 88 ORTHO HEIGHT -   898.    (meters)     2946.    (feet) SCALED
 LJ0375  ______________________________________________________________________
 LJ0375  GEOID HEIGHT    -        -23.174 (meters)                     GEOID18
 LJ0375  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 LJ0375  HORZ ORDER      -  SECOND
 LJ0375
 LJ0375.The horizontal coordinates were established by classical geodetic methods
 LJ0375.and adjusted by the National Geodetic Survey in August 1997.
 LJ0375
 LJ0375.The orthometric height was scaled from a topographic map.
 LJ0375
 LJ0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0375.GEOID18 height accuracy estimate available here.
 LJ0375
 LJ0375.Click photographs - Photos may exist for this station.
 LJ0375
 LJ0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0375
 LJ0375. The following values were computed from the NAD 83(1995) position.
 LJ0375
 LJ0375;                    North         East     Units Scale Factor Converg.
 LJ0375;SPC NE       -   114,077.819   481,389.015   MT  0.99972155   -0 08 46.8
 LJ0375;SPC NE       -   374,270.31  1,579,357.13   sFT  0.99972155   -0 08 46.8
 LJ0375;UTM  14      - 4,523,999.050   397,111.641   MT  0.99973029   -0 47 55.5
 LJ0375
 LJ0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0375!SPC NE       -   0.99986274  x   0.99972155  =   0.99958433
 LJ0375!UTM  14      -   0.99986274  x   0.99973029  =   0.99959307
 LJ0375
 LJ0375:                Primary Azimuth Mark                     Grid Az
 LJ0375:SPC NE       -  THIRTY AZ MK                             179 42 37.8
 LJ0375:UTM  14      -  THIRTY AZ MK                             180 21 46.5
 LJ0375
 LJ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9711123999(NAD 83)
 LJ0375
 LJ0375|---------------------------------------------------------------------|
 LJ0375| PID    Reference Object                     Distance      Geod. Az  |
 LJ0375|                                                           dddmmss.s |
 LJ0375| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.10.0 KM 0305544.3 |
 LJ0375| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.13.7 KM 0343628.0 |
 LJ0375| CO2578 THIRTY RM 1                          11.689 METERS 14922     |
 LJ0375| CO2577 THIRTY AZ MK                                       1793351.0 |
 LJ0375| CO2579 THIRTY RM 2                          10.593 METERS 24924     |
 LJ0375| MM0375 BRADY MUNICIPAL TANK                APPROX.21.6 KM 3262958.7 |
 LJ0375|---------------------------------------------------------------------|
 LJ0375
 LJ0375                          SUPERSEDED SURVEY CONTROL
 LJ0375
 LJ0375  NAD 83(1986)-  40 51 38.14548(N)    100 13 14.88803(W) AD(       ) 2
 LJ0375  NAD 27      -  40 51 38.11471(N)    100 13 13.41547(W) AD(       ) 2
 LJ0375
 LJ0375.Superseded values are not recommended for survey control.
 LJ0375
 LJ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0375.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0375
 LJ0375_MARKER: DS = TRIANGULATION STATION DISK
 LJ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0375_STAMPING: THIRTY 1951
 LJ0375_MARK LOGO: CGS
 LJ0375_PROJECTION: FLUSH
 LJ0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0375+STABILITY: SURFACE MOTION
 LJ0375
 LJ0375  HISTORY     - Date     Condition        Report By
 LJ0375  HISTORY     - 1951     MONUMENTED       CGS
 LJ0375
 LJ0375                          STATION DESCRIPTION
 LJ0375
 LJ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0375'THE STATION IS LOCATED ABOUT 12.0 MILES WEST OF COZAD, 6.0
 LJ0375'MILES SOUTHWEST OF GOTHENBURG AND NEAR THE NORTHEAST EDGE OF
 LJ0375'THE FLAT TOP OF A HIGH HILL IN A PASTURE.  IT IS 15.0 FEET
 LJ0375'SOUTHWEST OF WHERE HILL BREAKS OFF SHARPLY TO THE NORTHEAST
 LJ0375'AND 5.0 FEET SOUTH OF A WITNESS POST.  IT IS SET FLUSH AND
 LJ0375'STAMPED THIRTY 1951.
 LJ0375'
 LJ0375'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 LJ0375'IT PROJECTS 5 INCHES AND IS STAMPED THIRTY NO 1 1951.
 LJ0375'
 LJ0375'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.
 LJ0375'IT PROJECTS 5 INCHES AND IS STAMPED THIRTY NO 2 1951.
 LJ0375'
 LJ0375'THE DISTANCE BETWEEN REFERENCE MARKS IS 56.1 FEET.
 LJ0375'
 LJ0375'THE AZIMUTH MARK IS ON THE SLOPE OF THE SAME RIDGE AS THE STATION
 LJ0375'AND 0.15 MILE NORTH OF THE BASE OF THE RIDGE.  IT PROJECTS 4
 LJ0375'INCHES AND IS STAMPED THIRTY 1951.
 LJ0375'
 LJ0375'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO SOUTH ON
 LJ0375'STATE HIGHWAY 47 FOR 3.7 MILES TO A CROSSROAD AND A SCHOOLHOUSE
 LJ0375'AT A NORTHWEST ANGLE.  TURN RIGHT, WEST, ON A GRADED ROAD FOR
 LJ0375'1.0 MILE TO A CROSSROAD, TURN LEFT, SOUTH, ON A GRADED ROAD
 LJ0375'FOR 0.7 MILE TO A T ROAD WEST.  TURN RIGHT, WEST, ON A GRADED
 LJ0375'ROAD FOR 0.5 MILE TO A BRIDGE ACROSS A CANAL, CONTINUE
 LJ0375'SOUTHWEST ON THE GRADED ROAD FOR 0.75 MILE TO A GATE ON
 LJ0375'THE RIGHT THROUGH THE GATE AND GO WESTERLY FOR 0.05 MILE
 LJ0375'TO A GATE IN A NORTH-SOUTH FENCE LINE.  PASS THROUGH GATE
 LJ0375'AND GO WESTERLY ON A TRACK ROAD THROUGH A PASTURE FOR 0.45
 LJ0375'MILE TO A WINDMILL AND TANKS ON THE RIGHT.  CONTINUE WESTERLY
 LJ0375'ON THE TRACK ROAD UP THE DRAW FOR 0.45 MILE TO A SLANTING
 LJ0375'RIDGE ON THE RIGHT. (THIS RIDGE IS ABOUT 100.0 YARDS BEFORE TRACK
 LJ0375'ROAD TURNS RIGHT AND GOES NORTH UP THE DRAW.) TURN RIGHT AND GO
 LJ0375'NORTH UP THE RIDGE FOR 0.15 MILE TO THE AZIMUTH MARK AS
 LJ0375'DESCRIBED.  CONTINUE NORTHERLY UP THE RIDGE FOR 0.4 MILE
 LJ0375'TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 LJ0375'DESCRIBED.
 LJ0375'
 LJ0375'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0596 ***********************************************************************
 MN0596  DESIGNATION -  THORP
 MN0596  PID         -  MN0596
 MN0596  STATE/COUNTY-  NE/KIMBALL
 MN0596  COUNTRY     -  US
 MN0596  USGS QUAD   -  KIMBALL SE (2017)
 MN0596
 MN0596                         *CURRENT SURVEY CONTROL
 MN0596  ______________________________________________________________________
 MN0596* NAD 83(1995) POSITION- 41 04 03.22244(N) 103 30 30.90198(W)   ADJUSTED
 MN0596* NAVD 88 ORTHO HEIGHT -  1480.    (meters)     4856.    (feet) SCALED
 MN0596  ______________________________________________________________________
 MN0596  GEOID HEIGHT    -        -19.061 (meters)                     GEOID18
 MN0596  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 MN0596  HORZ ORDER      -  FIRST
 MN0596
 MN0596.The horizontal coordinates were established by classical geodetic methods
 MN0596.and adjusted by the National Geodetic Survey in August 1997.
 MN0596
 MN0596.The orthometric height was scaled from a topographic map.
 MN0596
 MN0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0596.GEOID18 height accuracy estimate available here.
 MN0596
 MN0596.Click photographs - Photos may exist for this station.
 MN0596
 MN0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0596
 MN0596. The following values were computed from the NAD 83(1995) position.
 MN0596
 MN0596;                    North         East     Units Scale Factor Converg.
 MN0596;SPC NE       -   143,012.523   205,279.294   MT  0.99968767   -2 19 30.5
 MN0596;SPC NE       -   469,200.25    673,487.15   sFT  0.99968767   -2 19 30.5
 MN0596;UTM  13      - 4,547,328.614   625,304.177   MT  0.99979324   +0 58 47.7
 MN0596
 MN0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0596!SPC NE       -   0.99977094  x   0.99968767  =   0.99945868
 MN0596!UTM  13      -   0.99977094  x   0.99979324  =   0.99956423
 MN0596
 MN0596:                Primary Azimuth Mark                     Grid Az
 MN0596:SPC NE       -  THORP AZ MK 2                            355 07 50.5
 MN0596:UTM  13      -  THORP AZ MK 2                            351 49 32.3
 MN0596
 MN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2530447328(NAD 83)
 MN0596
 MN0596|---------------------------------------------------------------------|
 MN0596| PID    Reference Object                     Distance      Geod. Az  |
 MN0596|                                                           dddmmss.s |
 MN0596| CP8781 THORP RM 3                            7.063 METERS 00757     |
 MN0596| CP8779 THORP RM 1                           59.149 METERS 11246     |
 MN0596| CP8780 THORP RM 2                                         26214     |
 MN0596| CP8778 THORP AZ MK 2                                      3524820.0 |
 MN0596| CP8777 THORP AZ MK                                        3540410.2 |
 MN0596|---------------------------------------------------------------------|
 MN0596
 MN0596                          SUPERSEDED SURVEY CONTROL
 MN0596
 MN0596  NAD 83(1993)-  41 04 03.22027(N)    103 30 30.90063(W) AD(       ) 1
 MN0596  NAD 83(1992)-  41 04 03.21651(N)    103 30 30.90038(W) AD(       ) 1
 MN0596  NAD 83(1986)-  41 04 03.21575(N)    103 30 30.90025(W) AD(       ) 1
 MN0596  NAD 27      -  41 04 03.27670(N)    103 30 29.12980(W) AD(       ) 1
 MN0596
 MN0596.Superseded values are not recommended for survey control.
 MN0596
 MN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0596.See file dsdata.pdf to determine how the superseded data were derived.
 MN0596
 MN0596_MARKER: DS = TRIANGULATION STATION DISK
 MN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0596_STAMPING: THORP 1934
 MN0596_MARK LOGO: CGS
 MN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0596+STABILITY: SURFACE MOTION
 MN0596
 MN0596  HISTORY     - Date     Condition        Report By
 MN0596  HISTORY     - 1934     MONUMENTED       CGS
 MN0596  HISTORY     - 1960     GOOD             CGS
 MN0596  HISTORY     - 1963     GOOD             CGS
 MN0596
 MN0596                          STATION DESCRIPTION
 MN0596
 MN0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0596'THIS STATION IS ABOUT 12 MILES SOUTH OF DIX ON A BARREN HILL,
 MN0596'OR SHORT GRASSY RIDGE, ON LAND OCCUPIED BY A MR. THORP WHO
 MN0596'LIVES ABOUT 1.5 MILES SOUTHEAST.  IT IS ABOUT 1.0 MILE WEST
 MN0596'OF THE GRAVELED HIGHWAY RUNNING SOUTH FROM THE TOWN OF DIX,
 MN0596'1/2 MILE SOUTH OF A GRADED ROAD, 350 FEET EAST OF A POOR GRADED
 MN0596'ROAD WHICH PASSES OVER THE RIDGE THE STATION IS ON, 1/3 MILE
 MN0596'NORTHWEST OF FARM BUILDINGS OF LEWIS LARSEN AND 1.0 MILE
 MN0596'SOUTH OF FARM BUILDINGS INCLUDING RED BARN WITH SQUARE CUPOLA.
 MN0596'THE MARK PROJECTS 10 INCHES.
 MN0596'
 MN0596'THE STATION IS REACHED FROM DIX BY GOING SOUTH FROM U.S.
 MN0596'HIGHWAY 30 AT THE WEST EDGE OF TOWN ON GRADED, GRAVELED ROAD
 MN0596'FOR 11.0 MILES, THEN WEST ON A GRADED ROAD FOR 1.0 MILE, THEN
 MN0596'SOUTH ON A POOR GRADED ROAD FOR 0.5 MILE.  LEAVE THE GRADED
 MN0596'ROAD AT THE NORTHWEST CORNER OF GRASS LAND AND DRIVE
 MN0596'SOUTHEASTERLY 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 MN0596'
 MN0596'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0596'BRONZE DISKS SET AS DESCRIBED.
 MN0596'
 MN0596'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION AND
 MN0596'PROJECTS 6 INCHES.
 MN0596'
 MN0596'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 82
 MN0596'FEET EAST OF THE CENTERLINE OF GRADED ROAD, AND PROJECTS
 MN0596'8 INCHES.
 MN0596'
 MN0596'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 57 FEET
 MN0596'SOUTHEAST OF A GRADED ROAD INTERSECTION, 40 FEET SOUTH OF
 MN0596'THE CENTERLINE OF A NORTH-SOUTH ROAD, 40 FEET EAST OF THE
 MN0596'CENTERLINE OF AN EAST-WEST ROAD AND PROJECTS 4 INCHES.
 MN0596'
 MN0596'A 4-FOOT STAND WILL CLEAR THE LINE TO ALL OBJECTS.
 MN0596
 MN0596                          STATION RECOVERY (1960)
 MN0596
 MN0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0596'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH OF
 MN0596'DIX, ON A LOW GRASSY KNOLL.  THE LAND IS LEASED BY MR. RAY
 MN0596'GUNDERSON WHO LIVES IN DIX.
 MN0596'
 MN0596'THE STATION AND REFERENCE MARK NUMBER ONE WERE RECOVERED
 MN0596'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 MN0596'NUMBER TWO IS IN A CULTIVATED FIELD AND IS TO BE DESTROYED
 MN0596'AS HAS BEEN DAMAGED AND IS IN THE WAY.  THE AZIMUTH MARK
 MN0596'WAS SEARCHED FOR BUT WAS NOT RECOVERED.  A NEW REFERENCE
 MN0596'MARK AND AN AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE
 MN0596'DESCRIPTION FOLLOWS.
 MN0596'
 MN0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0596'AND STATE SPUR ROUTE 130, ABOUT 1 MILE SOUTH OF DIX, GO SOUTH
 MN0596'ON STATE SPUR ROUTE 130 FOR 10.0 MILES, TURN RIGHT AT THE
 MN0596'CROSS-ROAD WITH A MAIL BOX IN THE SOUTHEAST ANGLE, GO WEST
 MN0596'FOR 1.0 MILE.  TURN LEFT AT THE CROSS-ROAD AND GO SOUTH FOR
 MN0596'0.65 MILE TO THE TOP OF THE GRADE AND THE END OF TRUCK TRAVEL.
 MN0596'THE STATION IS ABOUT 350 FEET EAST ON TOP OF A SMALL KNOLL.
 MN0596'
 MN0596'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 MN0596'NORTH FOR 0.65 MILE TO A CROSS-ROAD AND THE AZIMUTH MARK.
 MN0596'
 MN0596'THE STATION IS A STANDARD DISK STAMPED THORP 1934 SET IN
 MN0596'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MN0596'ABOUT 4 INCHES ABOVE THE GROUND AND IS ON THE HIGHEST POINT
 MN0596'OF THE KNOLL.
 MN0596'
 MN0596'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED THORP
 MN0596'NO 1 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MN0596'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MN0596'THE SAME ELEVATION AS THE STATION.
 MN0596'
 MN0596'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED THORP
 MN0596'NO 3 1934 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MN0596'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MN0596'2 FEET LOWER THAN THE STATION.
 MN0596'
 MN0596'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THORP 1934 1960
 MN0596'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MN0596'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 80 FEET SOUTHWEST
 MN0596'OF THE CENTER OF THE CROSSROAD, 33 FEET WEST OF THE CENTER
 MN0596'OF A NORTH-SOUTH ROAD AND 2 FEET SOUTH OF A POWERLINE POLE.
 MN0596
 MN0596                          STATION RECOVERY (1963)
 MN0596
 MN0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0596'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE
 MN0596'1960 DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.  A NEW
 MN0596'WITNESS POST WAS SET 4.8 FEET EAST OF THE STATION, 190.9
 MN0596'FEET WEST NORTHWEST OF REFERENCE MARK 1 AND 24.4 FEET SOUTH
 MN0596'OF REFERENCE MARK 3.
 MN0596'
 MN0596'A NEW WITNESS POST WAST SET 2.7 FEET NORTHEAST OF THE AZIMUTH
 MN0596'MARK.
 MN0596'
 MN0596'A NEW TO REACH FOLLOWS.
 MN0596'
 MN0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0596'AND STATE SPUR 130.  (1.0 MILE SOUTH OF THE TOWN OF DIX) GO
 MN0596'SOUTH ON A GRAVELED ROAD FOR 9.9 MILES TO A CROSSROAD.  TURN
 MN0596'RIGHT AND GO WEST FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH
 MN0596'MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT
 MN0596'AND GO SOUTH FOR 0.6 MILE TO THE TOP OF A RISE.  TURN LEFT AND
 MN0596'GO EAST ACROSS A PASTURE FOR 0.05 MILE TO THE HIGHEST POINT OF
 MN0596'A LOW KNOLL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0420 ***********************************************************************
 MN0420  DESIGNATION -  THREE
 MN0420  PID         -  MN0420
 MN0420  STATE/COUNTY-  NE/KEITH
 MN0420  COUNTRY     -  US
 MN0420  USGS QUAD   -  BIG SPRINGS NE (2017)
 MN0420
 MN0420                         *CURRENT SURVEY CONTROL
 MN0420  ______________________________________________________________________
 MN0420* NAD 83(1995) POSITION- 41 14 01.57011(N) 102 01 53.94283(W)   ADJUSTED
 MN0420* NAVD 88 ORTHO HEIGHT -  1128.    (meters)     3701.    (feet) SCALED
 MN0420  ______________________________________________________________________
 MN0420  GEOID HEIGHT    -        -20.497 (meters)                     GEOID18
 MN0420  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 MN0420  HORZ ORDER      -  SECOND
 MN0420
 MN0420.The horizontal coordinates were established by classical geodetic methods
 MN0420.and adjusted by the National Geodetic Survey in August 1997.
 MN0420
 MN0420.The orthometric height was scaled from a topographic map.
 MN0420
 MN0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0420.GEOID18 height accuracy estimate available here.
 MN0420
 MN0420.Click photographs - Photos may exist for this station.
 MN0420
 MN0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0420
 MN0420. The following values were computed from the NAD 83(1995) position.
 MN0420
 MN0420;                    North         East     Units Scale Factor Converg.
 MN0420;SPC NE       -   157,484.685   329,743.959   MT  0.99966981   -1 20 46.9
 MN0420;SPC NE       -   516,681.00  1,081,834.97   sFT  0.99966981   -1 20 46.9
 MN0420;UTM  13      - 4,568,957.816   748,773.386   MT  1.00036173   +1 57 27.1
 MN0420;UTM  14      - 4,569,141.102   245,920.745   MT  1.00039458   -1 59 57.6
 MN0420
 MN0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0420!SPC NE       -   0.99982623  x   0.99966981  =   0.99949610
 MN0420!UTM  13      -   0.99982623  x   1.00036173  =   1.00018790
 MN0420!UTM  14      -   0.99982623  x   1.00039458  =   1.00022075
 MN0420
 MN0420:                Primary Azimuth Mark                     Grid Az
 MN0420:SPC NE       -  THREE AZ MK                              300 06 14.6
 MN0420:UTM  13      -  THREE AZ MK                              296 48 00.6
 MN0420:UTM  14      -  THREE AZ MK                              300 45 25.3
 MN0420
 MN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4877368957(NAD 83)
 MN0420
 MN0420|---------------------------------------------------------------------|
 MN0420| PID    Reference Object                     Distance      Geod. Az  |
 MN0420|                                                           dddmmss.s |
 MN0420| CP8783 THREE RM 1                           16.723 METERS 05906     |
 MN0420| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX.19.5 KM 2160751.8 |
 MN0420| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.25.0 KM 2820537.3 |
 MN0420| CP8782 THREE AZ MK                                        2984527.7 |
 MN0420| CP8784 THREE RM 2                           15.591 METERS 30404     |
 MN0420| MN0419 FAA TOWER 12 MI NE BIG SPRINGS       15.512 METERS 32054     |
 MN0420|---------------------------------------------------------------------|
 MN0420
 MN0420                          SUPERSEDED SURVEY CONTROL
 MN0420
 MN0420  NAD 83(1986)-  41 14 01.57018(N)    102 01 53.94454(W) AD(       ) 2
 MN0420  NAD 27      -  41 14 01.61150(N)    102 01 52.29330(W) AD(       ) 2
 MN0420
 MN0420.Superseded values are not recommended for survey control.
 MN0420
 MN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0420.See file dsdata.pdf to determine how the superseded data were derived.
 MN0420
 MN0420_MARKER: DS = TRIANGULATION STATION DISK
 MN0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0420_STAMPING: THREE 1963
 MN0420_MARK LOGO: CGS
 MN0420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0420+STABILITY: SURFACE MOTION
 MN0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0420+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 MN0420
 MN0420  HISTORY     - Date     Condition        Report By
 MN0420  HISTORY     - 1963     MONUMENTED       CGS
 MN0420  HISTORY     - 19970818 GOOD             NEDR
 MN0420
 MN0420                          STATION DESCRIPTION
 MN0420
 MN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0420'THE STATION IS LOCATED ON THE PROPERTY OF MR. GEORGE LINDAUER,
 MN0420'AT THE SOUTH SIDE OF A FENCE ENCLOSURE AROUND A SMALL BUILDING
 MN0420'AND THREE FEDERAL AERONAUTICS ADMINISTRATION AVIATION AID
 MN0420'STEEL TOWERS.  THE STATION IS 10 MILES NORTH AND 7-1/2 MILES
 MN0420'WEST OF BRULE AND 0.2 MILE SOUTH OF U.S. HIGHWAY 26.
 MN0420'
 MN0420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0420'AND 138, WHICH IS 2 MILES NORTH OF THE TOWN OF BIG SPRINGS,
 MN0420'GO EAST ON U.S. HIGHWAY 30 FOR 1.6 MILES TO A SIDE ROAD LEFT.
 MN0420'TURN LEFT, NORTH ON GRAVELED ROAD FOR 10.2 MILES TO A
 MN0420'T-INTERSECTION OF U.S. HIGHWAY 26 AND THE AZIMUTH MARK ON THE LEFT,
 MN0420'WEST SIDE OF THE GRAVELED ROAD AS DESCRIBED.  TURN RIGHT,
 MN0420'EAST ON U.S.  HIGHWAY 26 FOR 0.35 MILE TO A GATE ON THE
 MN0420'RIGHT.  TURN RIGHT, SOUTH THROUGH GATE AND FOLLOW THE FENCE
 MN0420'LINE WEST AND SOUTH FOR 0.25 MILE TO THE SOUTHEAST CORNER
 MN0420'OF THE FENCE AROUND THE THREE STEEL TOWERS AND THE STATION
 MN0420'ON THE RIGHT AS DESCRIBED.
 MN0420'
 MN0420'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0420'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0420'THE GROUND AND IS STAMPED THREE 1963.  IT IS 65 FEET SOUTHWEST
 MN0420'OF A NORTH-SOUTH, EAST-WEST FENCE CORNER, 53 FEET SOUTHWEST OF
 MN0420'A METAL WITNESS POST, 44-1/2 FEET EAST OF A POWER LINE POLE
 MN0420'AND 29 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 MN0420'
 MN0420'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0420'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 MN0420'GROUND AND IS STAMPED THREE NO 1 1963.  IT IS 11 FEET WEST
 MN0420'OF A NORTH-SOUTH, EAST-WEST FENCE CORNER, 2.1 FEET EAST OF A
 MN0420'METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0420'
 MN0420'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0420'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MN0420'IS STAMPED THREE NO 2 1963.  IT IS 30 FEET NORTH OF A POWER LINE
 MN0420'POLE AND 1 FOOT SOUTH OF A NORTH-SOUTH, EAST-WEST FENCE CORNER.
 MN0420'
 MN0420'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0420'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 MN0420'THREE 1963.  IT IS 48 FEET SOUTH OF THE CENTER LINE OF U.S.
 MN0420'HIGHWAY 26, 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0420'ROAD, 2 FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET SOUTHEAST
 MN0420'OF A METAL WITNESS POST.
 MN0420
 MN0420                          STATION RECOVERY (1997)
 MN0420
 MN0420'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0420'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE GARDEN/KEITH COUNTY
 MN0420'LINE AND U.S.  HIGHWAY 26, ABOUT 9.25 MI (14.89 KM) SOUTHEAST OF
 MN0420'LEWELLEN, GO EAST ON THE HIGHWAY FOR 1.4 MI (2.3 KM) TO A DRIVE, WITH
 MN0420'A GATE, ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, TURN RIGHT
 MN0420'AND FOLLOW THE DRIVE WESTERLY AND SOUTHERLY FOR 0.25 MI (0.40 KM) TO 3
 MN0420'FAA TOWERS AND THE STATION, SOUTH OF A FENCED AREA CONTAINING THE
 MN0420'TOWERS AND A SMALL BUILDING, IN SEC33, T14N, R41W AND ON PROPERTY
 MN0420'OWNED BY MR.  GEORGE LINDAUER.  THE DISK IS SET INTO THE TOP OF A
 MN0420'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 16.74 M (54.92 FT)
 MN0420'SOUTHWEST OF RM 1, 16.62 M (54.53 FT) SOUTHEAST OF RM 2, 13.49 M
 MN0420'(44.26 FT) EAST OF A UTILITY POLE WITH A TRANSFORMER, 8.80 M (28.87
 MN0420'FT) SOUTH OF A WITNESS POST AND 8.90 M (29.20 FT) SOUTH OF AN
 MN0420'EAST-WEST FENCE.  A MAGNET WAS BURIED ALONGSIDE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1759 ***********************************************************************
 NM1759  DESIGNATION -  THUN
 NM1759  PID         -  NM1759
 NM1759  STATE/COUNTY-  NE/WAYNE
 NM1759  COUNTRY     -  US
 NM1759  USGS QUAD   -  LAUREL SE (2017)
 NM1759
 NM1759                         *CURRENT SURVEY CONTROL
 NM1759  ______________________________________________________________________
 NM1759* NAD 83(1995) POSITION- 42 20 20.58539(N) 097 03 27.71145(W)   ADJUSTED
 NM1759* NAVD 88 ORTHO HEIGHT -   493.0   (meters)     1617.    (feet) VERTCON
 NM1759  ______________________________________________________________________
 NM1759  GEOID HEIGHT    -        -24.932 (meters)                     GEOID18
 NM1759  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 NM1759  HORZ ORDER      -  FIRST
 NM1759
 NM1759.The horizontal coordinates were established by classical geodetic methods
 NM1759.and adjusted by the National Geodetic Survey in August 1997.
 NM1759
 NM1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1759
 NM1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1759.GEOID18 height accuracy estimate available here.
 NM1759
 NM1759.Click photographs - Photos may exist for this station.
 NM1759
 NM1759.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1759
 NM1759. The following values were computed from the NAD 83(1995) position.
 NM1759
 NM1759;                    North         East     Units Scale Factor Converg.
 NM1759;SPC NE       -   282,332.880   742,369.735   MT  0.99976436   +1 56 59.5
 NM1759;SPC NE       -   926,287.12  2,435,591.37   sFT  0.99976436   +1 56 59.5
 NM1759;UTM  14      - 4,689,248.797   660,003.036   MT  0.99991500   +1 18 30.4
 NM1759
 NM1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1759!SPC NE       -   0.99992660  x   0.99976436  =   0.99969098
 NM1759!UTM  14      -   0.99992660  x   0.99991500  =   0.99984160
 NM1759
 NM1759:                Primary Azimuth Mark                     Grid Az
 NM1759:SPC NE       -  THUN AZ MK                               160 48 38.1
 NM1759:UTM  14      -  THUN AZ MK                               161 27 07.2
 NM1759
 NM1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6000389248(NAD 83)
 NM1759
 NM1759|---------------------------------------------------------------------|
 NM1759| PID    Reference Object                     Distance      Geod. Az  |
 NM1759|                                                           dddmmss.s |
 NM1759| NM1735 ALLEN TANK                          APPROX.19.4 KM 0633712.2 |
 NM1759| NM1760 THUN RM A                            24.837 METERS 07731     |
 NM1759| CO4688 THUN RM 1                            45.540 METERS 15824     |
 NM1759| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX.11.3 KM 1615323.0 |
 NM1759| CO4687 THUN AZ MK                                         1624537.6 |
 NM1759| NM1765 WAYNE TANK                          APPROX.11.8 KM 1633338.7 |
 NM1759| CO4689 THUN RM 2                            27.568 METERS 22820     |
 NM1759| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.22.3 KM 3260238.2 |
 NM1759| NM1758 LAUREL STANDPIPE                    APPROX. 9.9 KM 3445009.3 |
 NM1759|---------------------------------------------------------------------|
 NM1759
 NM1759                          SUPERSEDED SURVEY CONTROL
 NM1759
 NM1759  NAD 83(1986)-  42 20 20.59143(N)    097 03 27.70790(W) AD(       ) 1
 NM1759  NAD 27      -  42 20 20.58900(N)    097 03 26.53600(W) AD(       ) 1
 NM1759  NGVD 29 (07/19/86)  492.8    (m)         1617.     (f) VERT ANG       
 NM1759
 NM1759.Superseded values are not recommended for survey control.
 NM1759
 NM1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1759.See file dsdata.pdf to determine how the superseded data were derived.
 NM1759
 NM1759_MARKER: DS = TRIANGULATION STATION DISK
 NM1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1759_STAMPING: THUN 1935
 NM1759_MARK LOGO: CGS
 NM1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1759+STABILITY: SURFACE MOTION
 NM1759
 NM1759  HISTORY     - Date     Condition        Report By
 NM1759  HISTORY     - 1935     MONUMENTED       CGS
 NM1759  HISTORY     - 1966     GOOD             CGS
 NM1759
 NM1759                          STATION DESCRIPTION
 NM1759
 NM1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1759'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 3, T. 27 N.,
 NM1759'R. 3 E., ABOUT 7 MILES NORTH OF WAYNE, IN THE BARNYARD OF MR.
 NM1759'THUNS PLACE, ON A SMALL HILL ABOUT 100 METERS WEST OF STATE
 NM1759'HIGHWAY 15, NEAR A SMALL GREY HOUSE AND TWO LARGE RED BARNS.
 NM1759'
 NM1759'REACHED FROM WAYNE RAILROAD DEPOT BY GOING NORTH AND WEST ON
 NM1759'STATE HIGHWAY 15 FOR 9.25 MILES, TURN LEFT (WEST) INTO THE THUN
 NM1759'HOUSE AND STATION.  STATION IS ABOUT 30 METERS NORTHWEST OF THE
 NM1759'THUN HOUSE, 21.5 METERS NORTH-NORTHEAST OF THE NORTHEAST CORNER
 NM1759'OF THE MORE NORTHERLY OF TWO LARGE RED BARNS, 9.0 METERS
 NM1759'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MORE NORTHERLY OF TWO
 NM1759'OUTHOUSES, 7.4 METERS EAST-NORTHEAST OF THE NORTHEAST CORNER
 NM1759'OF A CORN CRIB, AND PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF
 NM1759'THE GROUND.
 NM1759'
 NM1759'REFERENCE MARK NO. 1 IS 45.550 METERS (149.41 FEET) SOUTH-SOUTHEAST
 NM1759'OF STATION, AT SOUTHWEST CORNER OF YARD, PROJECTING ABOUT 8 INCHES
 NM1759'ABOVE THE SURFACE OF THE GROUND.
 NM1759'
 NM1759'REFERENCE MARK NO. 2 IS 27.562 METERS (90.44 FEET) SOUTHWEST OF
 NM1759'STATION, AT NORTHWEST CORNER OF THE MORE NORTHERLY OF TWO LARGE
 NM1759'RED BARNS, PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 NM1759'GROUND.
 NM1759'
 NM1759'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES SOUTH-SOUTHEAST OF
 NM1759'STATION, 8.5 METERS NORTH OF CENTERLINE OF EAST-WEST SECTION-LINE
 NM1759'ROAD, 0.5 METER SOUTHWEST OF A T-FENCE CORNER, AND PROJECTS
 NM1759'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  REACHED FROM
 NM1759'STATION BY GOING SOUTH ON STATE HIGHWAY 15 FOR 1.1 MILES,
 NM1759'TURN LEFT (EAST) FOR 0.3 MILE TO MARK ON LEFT.
 NM1759'
 NM1759'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1759
 NM1759                          STATION RECOVERY (1966)
 NM1759
 NM1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1759'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 NM1759'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION AND FOUND IN GOOD
 NM1759'CONDITION.  A CHECK FOR DISTANCE AND DIRECTION WAS MADE TO THE
 NM1759'REFERENCE MARKS AND WERE FOUND CORRECT.
 NM1759'
 NM1759'A NEW ROUTE TO THE STATION FOLLOWS--TO REACH FROM THE RAILROAD DEPOT
 NM1759'IN WAYNE, GO NORTH ON MAIN STREET AND STATE HIGHWAY 15 FOR 6.3 MILES
 NM1759'TO A CROSSROADS.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.7
 NM1759'MILES TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD.
 NM1759'CONTINUE WEST ON GRAVELED ROAD FOR 0.35 MILE TO CROSSROADS.  TURN
 NM1759'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A FARMHOUSE
 NM1759'AND STATION IN BACK OF HOUSE AS DESCRIBED.
 NM1759'
 NM1759'A 77 FOOT STEEL TOWER WAS BUILT AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1760 ***********************************************************************
 NM1760  DESIGNATION -  THUN RM A
 NM1760  PID         -  NM1760
 NM1760  STATE/COUNTY-  NE/WAYNE
 NM1760  COUNTRY     -  US
 NM1760  USGS QUAD   -  LAUREL SE (2017)
 NM1760
 NM1760                         *CURRENT SURVEY CONTROL
 NM1760  ______________________________________________________________________
 NM1760* NAD 83(1995) POSITION- 42 20 20.75942(N) 097 03 26.65212(W)   ADJUSTED
 NM1760* NAVD 88 ORTHO HEIGHT -   492.9   (meters)     1617.    (feet) VERTCON
 NM1760  ______________________________________________________________________
 NM1760  GEOID HEIGHT    -        -24.932 (meters)                     GEOID18
 NM1760  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 NM1760  HORZ ORDER      -  FIRST
 NM1760
 NM1760.The horizontal coordinates were established by classical geodetic methods
 NM1760.and adjusted by the National Geodetic Survey in August 1997.
 NM1760
 NM1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1760
 NM1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1760.GEOID18 height accuracy estimate available here.
 NM1760
 NM1760.Click photographs - Photos may exist for this station.
 NM1760
 NM1760.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1760
 NM1760. The following values were computed from the NAD 83(1995) position.
 NM1760
 NM1760;                    North         East     Units Scale Factor Converg.
 NM1760;SPC NE       -   282,339.070   742,393.782   MT  0.99976437   +1 57 00.2
 NM1760;SPC NE       -   926,307.43  2,435,670.27   sFT  0.99976437   +1 57 00.2
 NM1760;UTM  14      - 4,689,254.719   660,027.155   MT  0.99991509   +1 18 31.1
 NM1760
 NM1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1760!SPC NE       -   0.99992661  x   0.99976437  =   0.99969100
 NM1760!UTM  14      -   0.99992661  x   0.99991509  =   0.99984171
 NM1760
 NM1760:                Primary Azimuth Mark                     Grid Az
 NM1760:SPC NE       -  WACKER                                   200 41 14.8
 NM1760:UTM  14      -  WACKER                                   201 19 43.9
 NM1760
 NM1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6002789254(NAD 83)
 NM1760
 NM1760|---------------------------------------------------------------------|
 NM1760| PID    Reference Object                     Distance      Geod. Az  |
 NM1760|                                                           dddmmss.s |
 NM1760| NM1190 WACKER                              APPROX.16.5 KM 2023815.0 |
 NM1760| NM1759 THUN                                 24.837 METERS 25731     |
 NM1760|---------------------------------------------------------------------|
 NM1760
 NM1760                          SUPERSEDED SURVEY CONTROL
 NM1760
 NM1760  NAD 83(1986)-  42 20 20.76548(N)    097 03 26.64853(W) AD(       ) 1
 NM1760  NAD 27      -  42 20 20.76302(N)    097 03 25.47673(W) AD(       ) 1
 NM1760  NGVD 29 (07/19/86)  492.7    (m)         1616.     (f) VERT ANG       
 NM1760
 NM1760.Superseded values are not recommended for survey control.
 NM1760
 NM1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1760.See file dsdata.pdf to determine how the superseded data were derived.
 NM1760
 NM1760_MARKER: DS = TRIANGULATION STATION DISK
 NM1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1760_STAMPING: THUN RM A 1966
 NM1760_MARK LOGO: CGS
 NM1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1760+STABILITY: SURFACE MOTION
 NM1760
 NM1760  HISTORY     - Date     Condition        Report By
 NM1760  HISTORY     - 1966     MONUMENTED       CGS
 NM1760
 NM1760                          STATION DESCRIPTION
 NM1760
 NM1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1760'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME LOCATION AS
 NM1760'TRIANGULATION STATION THUN 1935.
 NM1760'
 NM1760'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK.  THE DISK
 NM1760'IS SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 NM1760'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 NM1760'STAMPED THUN RM A 1966.  THE STATION IS 156 FEET WEST OF THE
 NM1760'APPROXIMATE CENTER OF A GRAVELED ROAD, 51-1/2 FEET NORTH OF A
 NM1760'EAST-WEST FENCE, 45-1/2 FEET NORTHEAST OF A 24 INCH BOX ELDER
 NM1760'TREE, AND 10-1/2 FEET WEST OF A 10 INCH BOX ELDER TREE.
 NM1760'
 NM1760'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION THUN 1935,
 NM1760'DISTANCE BEING 24.838 METERS OR 81.49 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0739 ***********************************************************************
 NN0739  DESIGNATION -  TINDALL
 NN0739  PID         -  NN0739
 NN0739  STATE/COUNTY-  NE/HOLT
 NN0739  COUNTRY     -  US
 NN0739  USGS QUAD   -  LAMBS LAKE NE (2017)
 NN0739
 NN0739                         *CURRENT SURVEY CONTROL
 NN0739  ______________________________________________________________________
 NN0739* NAD 83(1995) POSITION- 42 26 57.62583(N) 099 04 01.40135(W)   ADJUSTED
 NN0739* NAVD 88 ORTHO HEIGHT -   674.    (meters)     2211.    (feet) SCALED
 NN0739  ______________________________________________________________________
 NN0739  GEOID HEIGHT    -        -23.762 (meters)                     GEOID18
 NN0739  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 NN0739  HORZ ORDER      -  SECOND
 NN0739
 NN0739.The horizontal coordinates were established by classical geodetic methods
 NN0739.and adjusted by the National Geodetic Survey in August 1997.
 NN0739
 NN0739.The orthometric height was scaled from a topographic map.
 NN0739
 NN0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0739.GEOID18 height accuracy estimate available here.
 NN0739
 NN0739.Click photographs - Photos may exist for this station.
 NN0739
 NN0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0739
 NN0739. The following values were computed from the NAD 83(1995) position.
 NN0739
 NN0739;                    North         East     Units Scale Factor Converg.
 NN0739;SPC NE       -   290,870.690   576,731.679   MT  0.99979430   +0 37 05.7
 NN0739;SPC NE       -   954,298.26  1,892,160.52   sFT  0.99979430   +0 37 05.7
 NN0739;UTM  14      - 4,699,670.125   494,485.828   MT  0.99960037   -0 02 42.9
 NN0739
 NN0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0739!SPC NE       -   0.99989799  x   0.99979430  =   0.99969232
 NN0739!UTM  14      -   0.99989799  x   0.99960037  =   0.99949841
 NN0739
 NN0739:                Primary Azimuth Mark                     Grid Az
 NN0739:SPC NE       -  TINDALL AZ MK                            154 28 52.7
 NN0739:UTM  14      -  TINDALL AZ MK                            155 08 41.3
 NN0739
 NN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9448599670(NAD 83)
 NN0739
 NN0739|---------------------------------------------------------------------|
 NN0739| PID    Reference Object                     Distance      Geod. Az  |
 NN0739|                                                           dddmmss.s |
 NN0739| NN0708 ATKINSON MUNICIPAL TANK             APPROX.11.9 KM 0382650.7 |
 NN0739| CO4695 TINDALL RM 2                          7.037 METERS 08936     |
 NN0739| CO4693 TINDALL AZ MK                                      1550558.4 |
 NN0739| NN0724 STUART MUNICIPAL TANK               APPROX.17.8 KM 3391952.2 |
 NN0739| CO4694 TINDALL RM 1                         18.111 METERS 34929     |
 NN0739|---------------------------------------------------------------------|
 NN0739
 NN0739                          SUPERSEDED SURVEY CONTROL
 NN0739
 NN0739  NAD 83(1986)-  42 26 57.63134(N)    099 04 01.40952(W) AD(       ) 2
 NN0739  NAD 27      -  42 26 57.63100(N)    099 04 00.04200(W) AD(       ) 2
 NN0739
 NN0739.Superseded values are not recommended for survey control.
 NN0739
 NN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0739.See file dsdata.pdf to determine how the superseded data were derived.
 NN0739
 NN0739_MARKER: DS = TRIANGULATION STATION DISK
 NN0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0739
 NN0739  HISTORY     - Date     Condition        Report By
 NN0739  HISTORY     - 1949     MONUMENTED       CGS
 NN0739
 NN0739                          STATION DESCRIPTION
 NN0739
 NN0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0739'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST SAND HILL
 NN0739'IN THE VICINITY, ABOUT 5.75 MILES SOUTH AND 4.5 MILES WEST
 NN0739'OF ATKINSON, ABOUT 450 FEET EAST OF A SECTION-LINE FENCE,
 NN0739'ABOUT 530 FEET EAST-SOUTHEAST OF A T INTERSECTION OF TWO
 NN0739'SECTION-LINE ROADS.  IT PROJECTS 8 INCHES AND IS STAMPED,
 NN0739'TINDALL 1949.
 NN0739'
 NN0739'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILLAND IS
 NN0739'ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0739'2 INCHES AND IS STAMPED, TINDALL NO 1 1949.
 NN0739'
 NN0739'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 NN0739'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0739'2 INCHES AND IS STAMPED, TINDALL NO 2 1949.
 NN0739'
 NN0739'AZIMUTH MARK IS IN A ROAD RIGHT-OF-WAY, ABOUT 200 FEET EAST
 NN0739'OF A T FENCE INTERSECTION AND A WIRE GATE, 37 FEET NORTH OF
 NN0739'THE CENTER OF A GRADED ROAD, 3.0 FEET WEST OF A TELEPHONE
 NN0739'POLE, AND 0.8 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  IT PROJECTS
 NN0739'6 INCHES AND IS STAMPED, TINDALL 1949.
 NN0739'
 NN0739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0739'20 AND STATE HIGHWAY NO. 11, JUST SOUTH OF THE FORD GARAGE
 NN0739'IN THE SOUTHEAST EDGE OF ATKINSON, GO SOUTH ON STATE HIGHWAY
 NN0739'NO. 11 FOR 6.6 MILES TO A FORK, HIGHWAY CURVES TO THE LEFT,
 NN0739'CONTINUE SOUTH ON RIGHT FORK FOR 0.15 MILE TO A T INTERSECTION,
 NN0739'SOUTHWEST OF SCHOOL HOUSE, TURN RIGHT AND GO WEST FOR 4.65
 NN0739'MILES TO A WIRE GATE IN A FENCE CORNER ON THE RIGHT, JUST
 NN0739'BEFORE REACHING A RANCH HOUSE ON THE LEFT, (AZIMUTH MARK IS
 NN0739'200 FEET EAST OF THIS POINT).  TURN RIGHT THROUGH WIRE GATE
 NN0739'AND FOLLOW TRACK ROAD ACROSS PASTURE NORTHEAST, NORTH, AND
 NN0739'NORTHWEST FOR 0.85 MILE TO THE END OF A FENCE LINE, ABOUT
 NN0739'0.1 MILE NORTH OF A WINDMILL, TURN LEFT OFF OF TRACK ROAD
 NN0739'AND GO WEST-NORTHWEST FOR 0.5 MILE TO THE HIGHEST POINT AND
 NN0739'THE STATION.
 NN0739'
 NN0739'AN 87 FOOT SIGNAL AT ATKINSON IS VISIBLE AT 4 FEET.
 NN0739'
 NN0739'A 74 FOOT SIGNAL AT SCHOOL IS VISIBLE AT 4 FEET.
 NN0739'
 NN0739'A 47 FOOT SIGNAL AT PETERSON IS VISIBLE AT 4 FEET.
 NN0739'
 NN0739'A 4 FOOT SIGNAL AT KRYSL IS VISIBLE AT 37 FEET.
 NN0739'
 NN0739'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0728 ***********************************************************************
 NP0728  DESIGNATION -  TIPTON
 NP0728  PID         -  NP0728
 NP0728  STATE/COUNTY-  NE/SIOUX
 NP0728  COUNTRY     -  US
 NP0728  USGS QUAD   -  HARRISON WEST (2017)
 NP0728
 NP0728                         *CURRENT SURVEY CONTROL
 NP0728  ______________________________________________________________________
 NP0728* NAD 83(1995) POSITION- 42 43 05.68646(N) 103 57 18.10748(W)   ADJUSTED
 NP0728* NAVD 88 ORTHO HEIGHT -  1561.5   (meters)     5123.    (feet) VERTCON
 NP0728  ______________________________________________________________________
 NP0728  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 NP0728  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 NP0728  HORZ ORDER      -  FIRST
 NP0728
 NP0728.The horizontal coordinates were established by classical geodetic methods
 NP0728.and adjusted by the National Geodetic Survey in August 1997.
 NP0728
 NP0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0728
 NP0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0728.GEOID18 height accuracy estimate available here.
 NP0728
 NP0728.Click photographs - Photos may exist for this station.
 NP0728
 NP0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0728
 NP0728. The following values were computed from the NAD 83(1995) position.
 NP0728
 NP0728;                    North         East     Units Scale Factor Converg.
 NP0728;SPC NE       -   327,730.853   176,184.273   MT  0.99988302   -2 37 15.5
 NP0728;SPC NE       - 1,075,230.31    578,031.24   sFT  0.99988302   -2 37 15.5
 NP0728;UTM  13      - 4,730,056.640   585,562.319   MT  0.99969007   +0 42 32.2
 NP0728
 NP0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0728!SPC NE       -   0.99975766  x   0.99988302  =   0.99964070
 NP0728!UTM  13      -   0.99975766  x   0.99969007  =   0.99944780
 NP0728
 NP0728:                Primary Azimuth Mark                     Grid Az
 NP0728:SPC NE       -  TIPTON AZ MK                             098 47 37.8
 NP0728:UTM  13      -  TIPTON AZ MK                             095 27 50.1
 NP0728
 NP0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8556230056(NAD 83)
 NP0728
 NP0728|---------------------------------------------------------------------|
 NP0728| PID    Reference Object                     Distance      Geod. Az  |
 NP0728|                                                           dddmmss.s |
 NP0728| CQ4234 TIPTON RM 1                           5.866 METERS 05800     |
 NP0728| CQ4233 TIPTON AZ MK                                       0961022.3 |
 NP0728| CQ4235 TIPTON RM 2                           5.115 METERS 16351     |
 NP0728|---------------------------------------------------------------------|
 NP0728
 NP0728                          SUPERSEDED SURVEY CONTROL
 NP0728
 NP0728  NAD 83(1993)-  42 43 05.68639(N)    103 57 18.10763(W) AD(       ) 1
 NP0728  NAD 83(1986)-  42 43 05.66345(N)    103 57 18.08911(W) AD(       ) 1
 NP0728  NAD 27      -  42 43 05.77900(N)    103 57 16.33200(W) AD(       ) 1
 NP0728  NGVD 29 (09/11/89) 1560.8    (m)         5121.     (f) VERT ANG       
 NP0728
 NP0728.Superseded values are not recommended for survey control.
 NP0728
 NP0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0728.See file dsdata.pdf to determine how the superseded data were derived.
 NP0728
 NP0728_MARKER: DS = TRIANGULATION STATION DISK
 NP0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0728_STAMPING: TIPTON 1941
 NP0728_MARK LOGO: CGS
 NP0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0728+STABILITY: SURFACE MOTION
 NP0728
 NP0728  HISTORY     - Date     Condition        Report By
 NP0728  HISTORY     - 1941     MONUMENTED       CGS
 NP0728
 NP0728                          STATION DESCRIPTION
 NP0728
 NP0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0728'STATION IS LOCATED ABOUT 9 MILES NW BY W OF HARRISON, AIRLINE
 NP0728'DISTANCE, ON THE SUMMIT OF A GRASSY KNOLL, ON THE PROPERTY
 NP0728'OF N.L. TIPTON AND IN THE SE 1/4 SEC. 25, T. 32 N, R. 57 W.
 NP0728'IT IS ON THE HIGHEST PART OF THE KNOLL, IN A FENCED PASTURE,
 NP0728'0.3 MILE W OF A N-S WIRE FENCE AND GATE AND 7 FEET S OF A
 NP0728'WHITE REFERENCE POST.  IT IS STAMPED TIPTON 1941 AND PROJECTS
 NP0728'4 INCHES.
 NP0728'
 NP0728'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0728'BRONZE DISKS SET IN CONCRETE.
 NP0728'
 NP0728'REFERENCE MARK NO. 1 IS LEVEL WITH THE STATION.  IT IS
 NP0728'STAMPED TIPTON NO. 1 1941 AND PROJECTS 3 INCHES.
 NP0728'
 NP0728'REFERENCE MARK NO. 2 IS ABOUT LEVEL WITH THE STATION.  IT
 NP0728'IS STAMPED TIPTON NO. 2 1941 AND PROJECTS 3 INCHES.
 NP0728'
 NP0728'THE AZIMUTH MARK IS 125 FEET S OF THE TRACK ROAD TO THE
 NP0728'STATION, 4.5 FEET S OF A WHITE REFERENCE POST AND 1 FOOT W OF
 NP0728'A N-S WIRE FENCE.  IT IS STAMPED TIPTON 1941 AND PROJECTS
 NP0728'6 INCHES.
 NP0728'
 NP0728'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 29 AND U.S. HIGHWAY
 NP0728'20 AT HARRISON GO W ON U.S. HIGHWAY 20 FOR 2.6 MILES AND
 NP0728'TURN RIGHT, N OFF THE HIGHWAY.  GO 1.0 MILE AND PASS THRU A
 NP0728'WIRE GATE.  CONTINUE NNW ON THE PASTURE ROAD FOR 0.9 MILE AND
 NP0728'TAKE A DIM LEFT FORK.  GO 0.9 MILE AND PASS THRU A WIRE GATE
 NP0728'IN A N-S WIRE FENCE (THE AZIMUTH MARK IS 125 FEET S OF HERE).
 NP0728'GO W ACROSS THE PASTURE FOR 0.3 MILE TO THE TOP OF THE KNOLL
 NP0728'AND THE STATION.
 NP0728'
 NP0728'A 20-FOOT SIGNAL AT ELLICOTT, A 4-FOOT SIGNAL AT KENNEDY
 NP0728'AND A 4-FOOT SIGNAL AT DIECKMAN ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0840 ***********************************************************************
 LG0840  DESIGNATION -  TOBIAS MUNICIPAL TANK
 LG0840  PID         -  LG0840
 LG0840  STATE/COUNTY-  NE/SALINE
 LG0840  COUNTRY     -  US
 LG0840  USGS QUAD   -  TOBIAS (2017)
 LG0840
 LG0840                         *CURRENT SURVEY CONTROL
 LG0840  ______________________________________________________________________
 LG0840* NAD 83(1995) POSITION- 40 25 08.97142(N) 097 20 08.81014(W)   ADJUSTED
 LG0840  ______________________________________________________________________
 LG0840  GEOID HEIGHT    -        -26.933 (meters)                     GEOID18
 LG0840  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 LG0840  HORZ ORDER      -  THIRD
 LG0840
 LG0840.The horizontal coordinates were established by classical geodetic methods
 LG0840.and adjusted by the National Geodetic Survey in August 1997.
 LG0840
 LG0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0840.GEOID18 height accuracy estimate available here.
 LG0840
 LG0840.Click photographs - Photos may exist for this station.
 LG0840
 LG0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0840
 LG0840. The following values were computed from the NAD 83(1995) position.
 LG0840
 LG0840;                    North         East     Units Scale Factor Converg.
 LG0840;SPC NE       -    68,528.009   726,038.100   MT  0.99983675   +1 45 56.1
 LG0840;SPC NE       -   224,828.98  2,382,010.00   sFT  0.99983675   +1 45 56.1
 LG0840;UTM  14      - 4,475,611.110   641,188.064   MT  0.99984538   +1 04 45.2
 LG0840
 LG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4118875611(NAD 83)
 LG0840
 LG0840                          SUPERSEDED SURVEY CONTROL
 LG0840
 LG0840  NAD 83(1986)-  40 25 08.97823(N)    097 20 08.81034(W) AD(       ) 3
 LG0840  NAD 27      -  40 25 08.97000(N)    097 20 07.64200(W) AD(       ) 3
 LG0840
 LG0840.Superseded values are not recommended for survey control.
 LG0840
 LG0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0840.See file dsdata.pdf to determine how the superseded data were derived.
 LG0840
 LG0840_MARKER: 53 = ELEVATED TANK
 LG0840
 LG0840  HISTORY     - Date     Condition        Report By
 LG0840  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0840  HISTORY     - 20040531 GOOD             USPSQD
 LG0840
 LG0840                          STATION DESCRIPTION
 LG0840
 LG0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0840'THE STATION IS LOCATED 1-1/2 BLOCKS NORTH OF THE POST OFFICE
 LG0840'IN TOBIAS.  IT IS ABOUT 100 FEET HIGH, HAS 4 LEGS, IS PAINTED
 LG0840'SILVER, AND HAS TOBIAS STENCILLED ON THE SIDE OF THE BOWL.
 LG0840'
 LG0840'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LG0840
 LG0840                          STATION RECOVERY (2004)
 LG0840
 LG0840'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0840'STATION FOUND GOOD. TANK IS NORTH OF 2ND STREET, EAST OF MAIN STREET,
 LG0840'AND IN THE NORTHEAST CORNER OF THE INTERSECTION OF 2ND AND MAIN
 LG0840'STREETS. LEGS OF THE TANK STRUCTURE ARE NOW BLACK, TANK IS WHITE WITH
 LG0840'BLACK LETTERS TOBIAS ON NORTH AND SOUTH SIDES OF THE TANK BOWL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0436 ***********************************************************************
 NO0436  DESIGNATION -  TOBIEN
 NO0436  PID         -  NO0436
 NO0436  STATE/COUNTY-  NE/CHERRY
 NO0436  COUNTRY     -  US
 NO0436  USGS QUAD   -  CROOKSTON EAST (2017)
 NO0436
 NO0436                         *CURRENT SURVEY CONTROL
 NO0436  ______________________________________________________________________
 NO0436* NAD 83(1995) POSITION- 42 58 49.72962(N) 100 37 48.54067(W)   ADJUSTED
 NO0436* NAVD 88 ORTHO HEIGHT -   871.82  (+/-2cm)     2860.3   (feet) VERTCON
 NO0436  ______________________________________________________________________
 NO0436  GEOID HEIGHT    -        -21.972 (meters)                     GEOID18
 NO0436  LAPLACE CORR    -         -6.30  (seconds)                    DEFLEC18
 NO0436  HORZ ORDER      -  FIRST
 NO0436  VERT ORDER      -  THIRD ? (See Below)
 NO0436
 NO0436.The horizontal coordinates were established by classical geodetic methods
 NO0436.and adjusted by the National Geodetic Survey in August 1997.
 NO0436
 NO0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0436
 NO0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0436.GEOID18 height accuracy estimate available here.
 NO0436
 NO0436.The vertical order pertains to the NGVD 29 superseded value.
 NO0436
 NO0436.Click photographs - Photos may exist for this station.
 NO0436
 NO0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0436
 NO0436. The following values were computed from the NAD 83(1995) position.
 NO0436
 NO0436;                    North         East     Units Scale Factor Converg.
 NO0436;SPC NE       -   349,640.082   448,601.594   MT  0.99999110   -0 25 03.4
 NO0436;SPC NE       - 1,147,110.84  1,471,787.06   sFT  0.99999110   -0 25 03.4
 NO0436;SPC SD S     -    71,935.993   575,790.423   MT  0.99996841   -0 12 17.1
 NO0436;SPC SD S     -   236,010.00  1,889,072.41   sFT  0.99996841   -0 12 17.1
 NO0436;UTM  14      - 4,759,936.422   367,085.798   MT  0.99981733   -1 06 41.5
 NO0436
 NO0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0436!SPC NE       -   0.99986674  x   0.99999110  =   0.99985784
 NO0436!SPC SD S     -   0.99986674  x   0.99996841  =   0.99983516
 NO0436!UTM  14      -   0.99986674  x   0.99981733  =   0.99968410
 NO0436
 NO0436:                Primary Azimuth Mark                     Grid Az
 NO0436:SPC NE       -  TOBIEN RM 2 AZIMUTH                      177 30 14.1
 NO0436:SPC SD S     -  TOBIEN RM 2 AZIMUTH                      177 17 27.8
 NO0436:UTM  14      -  TOBIEN RM 2 AZIMUTH                      178 11 52.2
 NO0436
 NO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6708559936(NAD 83)
 NO0436
 NO0436|---------------------------------------------------------------------|
 NO0436| PID    Reference Object                     Distance      Geod. Az  |
 NO0436|                                                           dddmmss.s |
 NO0436| CO4696 TOBIEN RM 1                          30.145 METERS 03957     |
 NO0436| NO0432 VALENTINE MUNICIPAL TANK            APPROX.12.0 KM 1481446.0 |
 NO0436| CO4697 TOBIEN RM 2 AZIMUTH                                1770510.7 |
 NO0436| CO4698 TOBIEN RM 3                          10.439 METERS 27200     |
 NO0436| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.17.5 KM 3130900.2 |
 NO0436| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.12.8 KM 3212642.0 |
 NO0436| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.13.0 KM 3215234.3 |
 NO0436|---------------------------------------------------------------------|
 NO0436
 NO0436                          SUPERSEDED SURVEY CONTROL
 NO0436
 NO0436  NAD 83(1986)-  42 58 49.72976(N)    100 37 48.55186(W) AD(       ) 1
 NO0436  NAD 27      -  42 58 49.70500(N)    100 37 47.06100(W) AD(       ) 1
 NO0436  NGVD 29             871.51   (m)         2859.3    (f) LEVELING    3  
 NO0436
 NO0436.Superseded values are not recommended for survey control.
 NO0436
 NO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0436.See file dsdata.pdf to determine how the superseded data were derived.
 NO0436
 NO0436_MARKER: DS = TRIANGULATION STATION DISK
 NO0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0436_STAMPING: TOBIEN 1933
 NO0436_MARK LOGO: CGS
 NO0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0436+STABILITY: SURFACE MOTION
 NO0436
 NO0436  HISTORY     - Date     Condition        Report By
 NO0436  HISTORY     - 1933     MONUMENTED       CGS
 NO0436  HISTORY     - 1936     GOOD             CGS
 NO0436
 NO0436                          STATION DESCRIPTION
 NO0436
 NO0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0436'ABOUT 9 MILES NORTHWEST OF VALENTINE IN NORTHEAST QUARTER SEC.
 NO0436'29, T. 35 N., R. 28 W., IN WEST EDGE OF RIGHT-OF-WAY OF
 NO0436'NORTH-AND-SOUTH ROAD.
 NO0436'
 NO0436'REACHED FROM VALENTINE BY U.S. HIGHWAY 183 NORTH 7.0 MILES TO
 NO0436'GRADED ROAD LEADING WEST JUST NORTH OF WHITE HOUSE ON LEFT.
 NO0436'FOLLOW THIS ROAD WEST 1.0 MILE, THENCE NORTH 0.1 MILE, THENCE
 NO0436'WEST 1.85 MILES TO GRADED ROAD LEADING NORTH.  FOLLOW THIS
 NO0436'ROAD NORTH 0.7 MILE TO SUMMIT OF LOW RIDGE AND STATION.
 NO0436'
 NO0436'STATION IS 3 FEET EAST OF WEST RIGHT-OF-WAY FENCE AND 15 FEET
 NO0436'NORTH BY EAST OF 6-INCH COTTONWOOD TREE.
 NO0436'
 NO0436'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN EAST RIGHT-OF-WAY
 NO0436'FENCE.  REFERENCE MARK NO. 2 (AZIMUTH) IS SOUTH BY EAST OF
 NO0436'STATION IN EAST RIGHT-OF-WAY FENCE AND REFERENCE MARK NO. 3
 NO0436'IS WEST OF STATION.
 NO0436'
 NO0436'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0436'BRONZE DISKS SET AS DESCRIBED.
 NO0436'
 NO0436'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 NO0436
 NO0436                          STATION RECOVERY (1936)
 NO0436
 NO0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0436'STATION RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  ALL
 NO0436'MEASUREMENTS WERE CHECKED AND FOUND TO BE CORRECT.  NO OTHER
 NO0436'ADDITIONAL MEASUREMENTS TO LANDMARKS ARE AVAILABLE.  ALL MARKS
 NO0436'WERE RECOVERED, FOUND TO BE IN EXCELLENT CONDITION AND STAMPED
 NO0436'ACCORDING TO ORIGINAL DESCRIPTION.  REFERENCE MARK NO. 2 WAS
 NO0436'FOUND TO BE IN SOME DANGER OF BEING COVERED WITH DRIFT DIRT.
 NO0436'
 NO0436'STATION NOT OCCUPIED BY AN OBSERVATION PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1215 ***********************************************************************
 MJ1215  DESIGNATION -  TODD
 MJ1215  PID         -  MJ1215
 MJ1215  STATE/COUNTY-  NE/CASS
 MJ1215  COUNTRY     -  US
 MJ1215  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1215
 MJ1215                         *CURRENT SURVEY CONTROL
 MJ1215  ______________________________________________________________________
 MJ1215* NAD 83(1995) POSITION- 41 03 02.60145(N) 095 56 32.85459(W)   ADJUSTED
 MJ1215* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 MJ1215  ______________________________________________________________________
 MJ1215  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 MJ1215  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 MJ1215  HORZ ORDER      -  THIRD
 MJ1215
 MJ1215.The horizontal coordinates were established by classical geodetic methods
 MJ1215.and adjusted by the National Geodetic Survey in August 1997.
 MJ1215
 MJ1215.The orthometric height was scaled from a topographic map.
 MJ1215
 MJ1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1215.GEOID18 height accuracy estimate available here.
 MJ1215
 MJ1215.Click photographs - Photos may exist for this station.
 MJ1215
 MJ1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1215
 MJ1215. The following values were computed from the NAD 83(1995) position.
 MJ1215
 MJ1215;                    North         East     Units Scale Factor Converg.
 MJ1215;SPC NE       -   143,162.677   840,889.137   MT  0.99968995   +2 41 20.1
 MJ1215;SPC NE       -   469,692.88  2,758,817.11   sFT  0.99968995   +2 41 20.1
 MJ1215;UTM  15      - 4,548,559.891   252,709.315   MT  1.00035271   -1 56 00.1
 MJ1215;UTM  14      - 4,548,892.811   756,963.575   MT  1.00041276   +2 00 32.6
 MJ1215
 MJ1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1215!SPC NE       -   0.99995765  x   0.99968995  =   0.99964762
 MJ1215!UTM  15      -   0.99995765  x   1.00035271  =   1.00031035
 MJ1215!UTM  14      -   0.99995765  x   1.00041276  =   1.00037040
 MJ1215
 MJ1215:                Primary Azimuth Mark                     Grid Az
 MJ1215:SPC NE       -  TODD AZ MK                               188 20 02.9
 MJ1215:UTM  15      -  TODD AZ MK                               192 57 23.1
 MJ1215:UTM  14      -  TODD AZ MK                               189 00 50.4
 MJ1215
 MJ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5270948559(NAD 83)
 MJ1215
 MJ1215|---------------------------------------------------------------------|
 MJ1215| PID    Reference Object                     Distance      Geod. Az  |
 MJ1215|                                                           dddmmss.s |
 MJ1215| CL7729 TODD RM 1                            27.487 METERS 12739     |
 MJ1215| CL7728 TODD AZ MK                                         1910123.0 |
 MJ1215| CL7730 TODD RM 2                            27.499 METERS 25627     |
 MJ1215|---------------------------------------------------------------------|
 MJ1215
 MJ1215                          SUPERSEDED SURVEY CONTROL
 MJ1215
 MJ1215  NAD 83(1986)-  41 03 02.60956(N)    095 56 32.85247(W) AD(       ) 3
 MJ1215  NAD 27      -  41 03 02.61400(N)    095 56 31.80000(W) AD(       ) 3
 MJ1215
 MJ1215.Superseded values are not recommended for survey control.
 MJ1215
 MJ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1215.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1215
 MJ1215_MARKER: DS = TRIANGULATION STATION DISK
 MJ1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1215_STAMPING: TODD 1947
 MJ1215_MARK LOGO: CGS
 MJ1215_PROJECTION: RECESSED 20 CENTIMETERS
 MJ1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1215+STABILITY: SURFACE MOTION
 MJ1215
 MJ1215  HISTORY     - Date     Condition        Report By
 MJ1215  HISTORY     - 1947     MONUMENTED       CGS
 MJ1215
 MJ1215                          STATION DESCRIPTION
 MJ1215
 MJ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1215'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF PLATTSMOUTH
 MJ1215'NEAR THE SOUTH BANK OF THE PLATTE RIVER.  STATION IS 102
 MJ1215'FEET NORTHEAST OF RAILROAD TRACKS AND 36 FEET NORTHWEST OF
 MJ1215'THE APPROXIMATE CENTERLINE OF TRACK ROAD.  THE MARK IS ABOUT
 MJ1215'8 INCHES UNDERGROUND AND THE DISK IS STAMPED TODD 1947.
 MJ1215'
 MJ1215'REFERENCE MARK NO. 1 IS 90.18 FEET SOUTH OF STATION, 32 FEET
 MJ1215'SOUTHEAST OF APPROXIMATE CENTERLINE OF TRACK ROAD, 3 FEET
 MJ1215'EAST OF FENCELINE AND 2.5 FEET NORTHEAST OF POWERLINE POLE.
 MJ1215'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TODD
 MJ1215'NO 1 1947.
 MJ1215'
 MJ1215'REFERENCE MARK NO. 2 IS 90.22 FEET WEST NORTHWEST OF STATION AND
 MJ1215'1 FOOT NORTHWEST OF FENCELINE.  THE MARK PROJECTS ABOUT 4
 MJ1215'INCHES AND THE DISK IS STAMPED TODD NO 2 1947.
 MJ1215'
 MJ1215'AZIMUTH MARK IS APPROXIMATELY 0.4 MLE SOUTHWEST OF STATION,
 MJ1215'40 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF ROAD,
 MJ1215'2.5 FEET SOUTHEAST OF HIGHLINE POLE AND 2.5 FEET NORTHEAST OF
 MJ1215'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MJ1215'IS STAMPED TODD 1947.
 MJ1215'
 MJ1215'TO REACH STATION FROM NORTH SIDE OF POST OFFICE IN PLATTSMOUTH
 MJ1215'GO WEST ON AVE. A FOR 0.5 MILE TO U.S. HIGHWAY NOS. 73 AND 75
 MJ1215'AND CONTINUE WEST AND NORTH ON U.S. HIGHWAY 73 AND 75 FOR
 MJ1215'3.1 MILES TO DIRT T ROAD LEFT JUST BEFORE REACHING OVERHEAD
 MJ1215'CROSSING.  TURN LEFT AND GO WEST NORTHWEST FOR 1.1 MILES TO A
 MJ1215'DIM TRACK ROAD ON RIGHT JUST BEFORE REACHING POWER SUBSTATION.
 MJ1215'TURN RIGHT AND GO NORTH AND NORTHWEST FOR 0.4 MILE CROSSING
 MJ1215'RAILROAD TRACKS AND TO STATION ON LEFT AS DESCRIBED.
 MJ1215'
 MJ1215'TO REACH AZIMUTH FROM STATION GO SOUTH ON TRACK ROAD FOR 0.4
 MJ1215'MILE TO DIRT ROAD.  TURN RIGHT PASSING POWER SUBSTATION AND
 MJ1215'GO 0.15 MILE TO AZIMUTH ON RIGHT OF ROAD AS DESCRIBED.
 MJ1215'
 MJ1215'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0628 ***********************************************************************
 MN0628  DESIGNATION -  TOMICH
 MN0628  PID         -  MN0628
 MN0628  STATE/COUNTY-  NE/KIMBALL
 MN0628  COUNTRY     -  US
 MN0628  USGS QUAD   -  NORTH OF OLIVER RESERVOIR (2017)
 MN0628
 MN0628                         *CURRENT SURVEY CONTROL
 MN0628  ______________________________________________________________________
 MN0628* NAD 83(1995) POSITION- 41 15 56.14583(N) 103 52 27.33019(W)   ADJUSTED
 MN0628* NAVD 88 ORTHO HEIGHT -  1525.    (meters)     5003.    (feet) SCALED
 MN0628  ______________________________________________________________________
 MN0628  GEOID HEIGHT    -        -18.397 (meters)                     GEOID18
 MN0628  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 MN0628  HORZ ORDER      -  SECOND
 MN0628
 MN0628.The horizontal coordinates were established by classical geodetic methods
 MN0628.and adjusted by the National Geodetic Survey in August 1997.
 MN0628
 MN0628.The orthometric height was scaled from a topographic map.
 MN0628
 MN0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0628.GEOID18 height accuracy estimate available here.
 MN0628
 MN0628.Click photographs - Photos may exist for this station.
 MN0628
 MN0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0628
 MN0628. The following values were computed from the NAD 83(1995) position.
 MN0628
 MN0628;                    North         East     Units Scale Factor Converg.
 MN0628;SPC NE       -   166,287.891   175,567.139   MT  0.99966734   -2 34 02.9
 MN0628;SPC NE       -   545,562.86    576,006.52   sFT  0.99966734   -2 34 02.9
 MN0628;UTM  13      - 4,568,852.451   594,296.324   MT  0.99970943   +0 44 33.1
 MN0628
 MN0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0628!SPC NE       -   0.99976378  x   0.99966734  =   0.99943120
 MN0628!UTM  13      -   0.99976378  x   0.99970943  =   0.99947328
 MN0628
 MN0628:                Primary Azimuth Mark                     Grid Az
 MN0628:SPC NE       -  TOMICH AZ MK                             006 24 55.4
 MN0628:UTM  13      -  TOMICH AZ MK                             003 06 19.4
 MN0628
 MN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9429668852(NAD 83)
 MN0628
 MN0628|---------------------------------------------------------------------|
 MN0628| PID    Reference Object                     Distance      Geod. Az  |
 MN0628|                                                           dddmmss.s |
 MN0628| CP8799 TOMICH RM 2                          14.235 METERS 00135     |
 MN0628| CP8797 TOMICH AZ MK                                       0035052.5 |
 MN0628| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX. 8.3 KM 0802935.1 |
 MN0628| CP8798 TOMICH RM 1                          18.314 METERS 10531     |
 MN0628|---------------------------------------------------------------------|
 MN0628
 MN0628                          SUPERSEDED SURVEY CONTROL
 MN0628
 MN0628  NAD 83(1993)-  41 15 56.14548(N)    103 52 27.32991(W) AD(       ) 2
 MN0628  NAD 83(1986)-  41 15 56.13746(N)    103 52 27.32914(W) AD(       ) 2
 MN0628  NAD 27      -  41 15 56.20780(N)    103 52 25.52090(W) AD(       ) 2
 MN0628
 MN0628.Superseded values are not recommended for survey control.
 MN0628
 MN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0628.See file dsdata.pdf to determine how the superseded data were derived.
 MN0628
 MN0628_MARKER: DS = TRIANGULATION STATION DISK
 MN0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0628_STAMPING: TOMICH 1963
 MN0628_MARK LOGO: CGS
 MN0628_PROJECTION: FLUSH
 MN0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0628+STABILITY: SURFACE MOTION
 MN0628
 MN0628  HISTORY     - Date     Condition        Report By
 MN0628  HISTORY     - 1963     MONUMENTED       CGS
 MN0628
 MN0628                          STATION DESCRIPTION
 MN0628
 MN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0628'THE STATION IS 2-1/2 MILES NORTH AND 3/4 MILE EAST OF BUSHNELL,
 MN0628'IN THE SOUTHEAST QUARTER OF SECTION 17, T 15 N, R 57 W, AND ON
 MN0628'PROPERTY OWNED BY MR. BERNARD TOMICH.
 MN0628'
 MN0628'TO REACH THE STATION FROM U.S. HIGHWAY 30, ONE BLOCK SOUTH
 MN0628'OF THE RAILROAD DEPOT IN BUSHNELL, GO EAST ON HIGHWAY
 MN0628'30 FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT,
 MN0628'CROSS THE RAILROAD TRACKS, AND GO NORTH ON A GRAVEL ROAD FOR
 MN0628'2.35 MILES TO A FARM HOUSE.  TURN LEFT AND GO WEST ON A TRACK
 MN0628'ROAD BETWEEN THE FARM HOUSE AND A BARN FOR 0.1 MILE TO A ROAD
 MN0628'FORK.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 83 FEET
 MN0628'TO THE STATION ON THE RIGHT.
 MN0628'
 MN0628'STATION MARKS ARE STANDARD DISKS STAMPED TOMICH 1963.  THE
 MN0628'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0628'SURFACE OF THE GROUND.  IT IS 262.5 WEST OF THE SOUTHWEST
 MN0628'CORNER OF AN OLD CHICKEN HOUSE, 194 FEET NORTHWEST OF A POWER
 MN0628'POLE WITH A TRANSFORMER, AND 18.5 FEET EAST OF THE CENTER OF THE
 MN0628'TRACK ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0628'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0628'
 MN0628'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TOMICH NO 1
 MN0628'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0628'OF THE GROUND.  IT IS 74.5 FEET EAST OF THE CENTER OF THE
 MN0628'TRACK ROAD AND 62.5 FEET NORTH OF THE CENTER OF THE TRACK
 MN0628'ROAD.
 MN0628'
 MN0628'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TOMICH NO 2 1963,
 MN0628'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0628'GROUND.  IT IS 12.5 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 MN0628'
 MN0628'AZIMUTH MARK, A STANDARD DISK STAMPED TOMICH 1963, IS SET
 MN0628'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 31
 MN0628'FEET EAST OF THE CENTER OF THE TRACK ROAD, 1.5 FEET SOUTH OF
 MN0628'A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 MN0628'
 MN0628'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0628'TRACK ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 MN0628'AND GO NORTH ON THE TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH
 MN0628'MARK ON THE RIGHT.
 MN0628'
 MN0628'NOTE--THE REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0628'
 MN0628'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 84.51 FT,
 MN0628'25.579 M..
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0740 ***********************************************************************
 NN0740  DESIGNATION -  TONAWANDA
 NN0740  PID         -  NN0740
 NN0740  STATE/COUNTY-  NE/HOLT
 NN0740  COUNTRY     -  US
 NN0740  USGS QUAD   -  LAMBS LAKE (2017)
 NN0740
 NN0740                         *CURRENT SURVEY CONTROL
 NN0740  ______________________________________________________________________
 NN0740* NAD 83(1995) POSITION- 42 19 25.30355(N) 099 08 47.65200(W)   ADJUSTED
 NN0740* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 NN0740  ______________________________________________________________________
 NN0740  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 NN0740  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 NN0740  HORZ ORDER      -  SECOND
 NN0740
 NN0740.The horizontal coordinates were established by classical geodetic methods
 NN0740.and adjusted by the National Geodetic Survey in August 1997.
 NN0740
 NN0740.The orthometric height was scaled from a topographic map.
 NN0740
 NN0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0740.GEOID18 height accuracy estimate available here.
 NN0740
 NN0740.Click photographs - Photos may exist for this station.
 NN0740
 NN0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0740
 NN0740. The following values were computed from the NAD 83(1995) position.
 NN0740
 NN0740;                    North         East     Units Scale Factor Converg.
 NN0740;SPC NE       -   276,850.166   570,329.856   MT  0.99976049   +0 33 56.0
 NN0740;SPC NE       -   908,299.25  1,871,157.20   sFT  0.99976049   +0 33 56.0
 NN0740;UTM  14      - 4,685,727.176   487,923.133   MT  0.99960179   -0 05 55.3
 NN0740
 NN0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0740!SPC NE       -   0.99988885  x   0.99976049  =   0.99964937
 NN0740!UTM  14      -   0.99988885  x   0.99960179  =   0.99949068
 NN0740
 NN0740:                Primary Azimuth Mark                     Grid Az
 NN0740:SPC NE       -  TONAWANDA AZ MK                          297 33 56.5
 NN0740:UTM  14      -  TONAWANDA AZ MK                          298 13 47.8
 NN0740
 NN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8792385727(NAD 83)
 NN0740
 NN0740|---------------------------------------------------------------------|
 NN0740| PID    Reference Object                     Distance      Geod. Az  |
 NN0740|                                                           dddmmss.s |
 NN0740| CO4702 TONAWANDA RM 1                       13.795 METERS 12350     |
 NN0740| CO4703 TONAWANDA RM 2                        7.275 METERS 21532     |
 NN0740| CO4701 TONAWANDA AZ MK                                    2980752.5 |
 NN0740|---------------------------------------------------------------------|
 NN0740
 NN0740                          SUPERSEDED SURVEY CONTROL
 NN0740
 NN0740  NAD 83(1986)-  42 19 25.30852(N)    099 08 47.66193(W) AD(       ) 2
 NN0740  NAD 27      -  42 19 25.30200(N)    099 08 46.27000(W) AD(       ) 2
 NN0740
 NN0740.Superseded values are not recommended for survey control.
 NN0740
 NN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0740.See file dsdata.pdf to determine how the superseded data were derived.
 NN0740
 NN0740_MARKER: DS = TRIANGULATION STATION DISK
 NN0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0740
 NN0740  HISTORY     - Date     Condition        Report By
 NN0740  HISTORY     - 1949     MONUMENTED       CGS
 NN0740
 NN0740                          STATION DESCRIPTION
 NN0740
 NN0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0740'THE STATION IS LOCATED ABOUT 18.75 MILES SOUTH OF STUART,
 NN0740'14.0 MILES SOUTH AND 8.5 MILES WEST OF ATKINSON AND ABOUT
 NN0740'1.0 MILE SOUTH-SOUTHEAST OF SOME DESSERTED RANCH BUILDINGS
 NN0740'WHICH WERE FORMERLY THE SITE OF THE OLD TONAWANDA POST OFFICE.
 NN0740'IT IS ON THE TOP OF THE MOST PROMINENT SAND HILL IN THE
 NN0740'VICINITY AND 8.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 NN0740'5 INCHES AND IS STAMPED TONAWANDA 1949.
 NN0740'
 NN0740'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NN0740'STATION, PROJECTS 6 INCHES AND IS STAMPED TONAWANDA NO 1 1949.
 NN0740'
 NN0740'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0740'1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0740'5 INCHES AND IS STAMPED TOAWANDA NO 2 1949.
 NN0740'
 NN0740'THE AZIMUTH MARK IS 20.5 FEET WEST OF THE CENTER OF A WIRE
 NN0740'GATE AND TRACK ROAD, 2.0 FEET WEST OF A WITNESS POST AND 0.8
 NN0740'OF A FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES AND IS
 NN0740'STAMPED TONAWANDA 1949.
 NN0740'
 NN0740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NN0740'AND STATE HIGHWAY NO. 11 AT THE SOUTHEAST EDGE OF ATKINSON, GO
 NN0740'SOUTH ON STATE HIGHWAY NO. 11 FOR 6.6 MILES TO WHERE STATE
 NN0740'HIGHWAY NO. 11 CURVES TO THE LEFT AND A GRADED ROAD CONTINUES
 NN0740'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD (SOUTH) ON GRADED
 NN0740'ROAD FOR 0.15 OF A MILE TO A T INTERSECTION, TURN RIGHT AND GO
 NN0740'WEST FOR 7.85 MILES TO A T ROAD LEFT, TURN LEFT AND GO SOUTH FOR
 NN0740'6.2 MILES TO A T ROAD RIGHT JUST BEFORE REACHING A LARGE RED
 NN0740'BARN ON THE LEFT, HERE TURN RIGHT AND GO WEST FOR 0.9 OF A
 NN0740'MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND TAKE THE
 NN0740'EXTREME RIGHT FORK AND FOLLOW TRACK ROAD SOUTHWEST FOR
 NN0740'0.35 OF A TO A WIRE GATE, CONTINUE SOUTHWEST AND SOUTH ON TRACK
 NN0740'ROAD FOR 0.6 OF A MILE TO DESERTED RANCH BUILDINGS ON THE RIGHT,
 NN0740'CONTINUE SOUTH FOR 0.05 OF A MILE TO A WIRE GATE ON THE RIGHT,
 NN0740'TURN RIGHT THROUGH WIRE GATE AND GO WEST ON TRACK ROAD
 NN0740'FOR 0.1 MILE, TURN LEFT OFF TRACK ROAD AT THIS POINT AND
 NN0740'GO SOUTHERLY FOR 0.1 OF A MILE TO A FORD ACROSS SMALL CREEK,
 NN0740'FORD CREEK AND CONTINUE SOUTH AND SOUTHWEST ON TRACK ROAD
 NN0740'FOR 0.45 OF A MILE TO A WIRE GATE BETWEEN TWO GROVES OF
 NN0740'TREES, PASS THROUGH WIRE GATE AND GO SOUTH ACROSS A SMALL
 NN0740'PASTURE FOR 0.2 OF A MILE TO A WIRE GATE AND OLD CATTLE
 NN0740'GUARD, (AZIMUTH MARK ON THE RIGHT HERE AS DESCRIBED),
 NN0740'PASS THROUGH WIRE GATE AND BEAR SOUTHEAST ACROSS
 NN0740'PASTURE FOR ABOUT 0.5 OF A MILE TO THE HIGHEST POINT IN
 NN0740'THE VICINITY AND THE STATION AS DESCRIBED.
 NN0740'
 NN0740'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0740'
 NN0740'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0740'
 NN0740'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0490 ***********************************************************************
 NO0490  DESIGNATION -  TOP
 NO0490  PID         -  NO0490
 NO0490  STATE/COUNTY-  NE/CHERRY
 NO0490  COUNTRY     -  US
 NO0490  USGS QUAD   -  TURPIN LAKE EAST (2017)
 NO0490
 NO0490                         *CURRENT SURVEY CONTROL
 NO0490  ______________________________________________________________________
 NO0490* NAD 83(1995) POSITION- 42 24 15.25864(N) 101 47 38.37500(W)   ADJUSTED
 NO0490* NAVD 88 ORTHO HEIGHT -  1203.    (meters)     3947.    (feet) SCALED
 NO0490  ______________________________________________________________________
 NO0490  GEOID HEIGHT    -        -18.882 (meters)                     GEOID18
 NO0490  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 NO0490  HORZ ORDER      -  FIRST
 NO0490
 NO0490.The horizontal coordinates were established by classical geodetic methods
 NO0490.and adjusted by the National Geodetic Survey in August 1997.
 NO0490
 NO0490.The orthometric height was scaled from a topographic map.
 NO0490
 NO0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0490.GEOID18 height accuracy estimate available here.
 NO0490
 NO0490.Click photographs - Photos may exist for this station.
 NO0490
 NO0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0490
 NO0490. The following values were computed from the NAD 83(1995) position.
 NO0490
 NO0490;                    North         East     Units Scale Factor Converg.
 NO0490;SPC NE       -   286,979.624   352,353.582   MT  0.99978160   -1 11 19.9
 NO0490;SPC NE       -   941,532.32  1,156,013.38   sFT  0.99978160   -1 11 19.9
 NO0490;UTM  14      - 4,698,442.105   270,070.014   MT  1.00025052   -1 53 05.9
 NO0490
 NO0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0490!SPC NE       -   0.99981425  x   0.99978160  =   0.99959589
 NO0490!UTM  14      -   0.99981425  x   1.00025052  =   1.00006473
 NO0490
 NO0490:                Primary Azimuth Mark                     Grid Az
 NO0490:SPC NE       -  TOP AZ MK                                035 32 00.8
 NO0490:UTM  14      -  TOP AZ MK                                036 13 46.8
 NO0490
 NO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7007098442(NAD 83)
 NO0490
 NO0490|---------------------------------------------------------------------|
 NO0490| PID    Reference Object                     Distance      Geod. Az  |
 NO0490|                                                           dddmmss.s |
 NO0490| CQ4242 TOP RM 1                             28.774 METERS 03015     |
 NO0490| CQ4241 TOP AZ MK                                          0342040.9 |
 NO0490| CQ4243 TOP RM 2                             33.046 METERS 31444     |
 NO0490|---------------------------------------------------------------------|
 NO0490
 NO0490                          SUPERSEDED SURVEY CONTROL
 NO0490
 NO0490  NAD 83(1986)-  42 24 15.25428(N)    101 47 38.37919(W) AD(       ) 1
 NO0490  NAD 27      -  42 24 15.30000(N)    101 47 36.76800(W) AD(       ) 1
 NO0490
 NO0490.Superseded values are not recommended for survey control.
 NO0490
 NO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0490.See file dsdata.pdf to determine how the superseded data were derived.
 NO0490
 NO0490_MARKER: DS = TRIANGULATION STATION DISK
 NO0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0490_STAMPING: TOP 1946
 NO0490_MARK LOGO: CGS
 NO0490_MAGNETIC: P = MARKER IS A STEEL PIPE
 NO0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0490
 NO0490  HISTORY     - Date     Condition        Report By
 NO0490  HISTORY     - 1946     MONUMENTED       CGS
 NO0490
 NO0490                          STATION DESCRIPTION
 NO0490
 NO0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0490'LOCATED ABOUT 30 MILES, AIRLINE, NORTH OF HYANNIS AND ABOUT
 NO0490'35 MILES, AIRLINE SOUTHEAST OF GORDON ON THE HIGHEST POINT OF
 NO0490'A PROMINENT SAND HILL, THE HIGHEST IN THE VICINITY.  IT IS
 NO0490'9 FEET NORTHEAST OF THE SUMMIT OF THE RIDGE, 4 FEET NORTH OF
 NO0490'THE SOUTH EDGE OF THE RIDGE AND 4 FEET EAST OF A 4-INCH SQUARE,
 NO0490'WOODEN WITNESS POST.  IT IS A STANDARD DISK, STAMPED TOP 1946,
 NO0490'WELDED ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 8 INCHES.
 NO0490'
 NO0490'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL AND
 NO0490'ABOUT 8 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NO0490'STAMPED TOP NO 1 1946, WELDED ON THE TOP OF A 4-INCH IRON
 NO0490'PIPE PROJECTING 10 INCHES.
 NO0490'
 NO0490'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL AND
 NO0490'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NO0490'STAMPED TOP NO 2 1946, WELDED ON THE TOP OF A 4-INCH IRON
 NO0490'PIPE PROJECTING 6 INCHES.
 NO0490'
 NO0490'AZIMUTH MARK IS 0.1 MILE NORTHWEST OF THE WEST END OF A SMALL
 NO0490'POND, 2.5 FEET WEST OF A 4-INCH SQUARE, WOODEN WITNESS POST
 NO0490'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 NO0490'TOP 1946 AND PROJECTS 6 INCHES.
 NO0490'
 NO0490'REACHED FROM THE BANK IN HYANNIS--GO WEST ON STATE HIGHWAY
 NO0490'NO. 2 FOR 0.25 MILE TO A SIDE ROAD LEADING NORTH.  TURN RIGHT,
 NO0490'NORTH ON GRAVEL ROAD FOR 0.85 MILE TO A FORK.  TAKE RIGHT FORK
 NO0490'AND GO 0.65 MILE TO A FORK.  TAKE LEFT FORK AND GO 2.25 MILE TO
 NO0490'A FORK.  TAKE LEFT FORK AND GO 0.25 MILE TO AN AUTO GATE AND
 NO0490'A FORK.  TAKE RIGHT FORK AND GO 0.9 MILE TO A FORK.  TAKE RIGHT
 NO0490'FORK FOR 1.2 MILE TO A FORK.  TAKE LEFT FORK AND GO 1.6 MILE
 NO0490'TO A RANCH ON THE RIGHT.  CONTINUE ON MAIN TRAVELED ROAD FOR
 NO0490'1.75 MILES TO A FORK.  TAKE LEFT FORK FOR 1 MILE TO A FORK.
 NO0490'TAKE RIGHT FORK FOR 1.0 MILE TO A FORK.  TAKE RIGHT FORK FOR
 NO0490'2.25 MILES TO A FORK.  TAKE RIGHT FORK FOR 0.15 MILE TO A
 NO0490'FORK.  TAKE LEFT FORK FOR 1.1 MILES TO A FORK.  TAKE RIGHT FORK
 NO0490'FOR 2.9 MILES TO A FORK.  TAKE LEFT FORK AND GO 2.5 MILES
 NO0490'TO A FORK.  TAKE RIGHT FORK AND GO 1.4 MILES TO A CATTLE GUARD
 NO0490'AND A FORK.  TAKE RIGHT FORK AND GO 4.15 MILES TO A CATTLE
 NO0490'GUARD AT A T FENCE CORNER ON THE RIGHT.  CONTINUE NORTHERLY FOR
 NO0490'1.0 MILE TO A WINDMILL ON THE LEFT.  CONTINUE NORTHERLY
 NO0490'FOR 2.7 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.05 MILE
 NO0490'TO A ROAD LEADING WEST TO A RANCH.  KEEP STRAIGHT AHEAD,
 NO0490'NORTHERLY, FOR 0.4 MILE TO AN OLD RANCH ON THE RIGHT.
 NO0490'CONTINUE FOR 0.35 MILE TO A DIM FORK.  HERE, LEAVE MAIN
 NO0490'TRAVELED ROAD, AND TAKE DIM FORK RIGHT FOR 0.7 MILE TO A DIM
 NO0490'REVERSE Y FORK FROM THE LEFT AND A GATE.  TURN RIGHT, PASSING
 NO0490'THROUGH GATE AND CONTINUE EASTERLY FOR 3.65 MILES TO A
 NO0490'FORK.  TAKE LEFT FORK AND GO 0.85 MILE TO A REVERSE Y FROM
 NO0490'THE RIGHT.  TURN LEFT AND GO 0.85 MILE TO A FORK.  KEEP
 NO0490'STRAIGHT AHEAD ON LEFT FORK FOR 3.4 MILES TO A FORK.
 NO0490'TAKE LEFT FORK FOR 1.45 MILES TO A PLANK BRIDGE, CONTINUE FOR
 NO0490'30 YARDS AND TURN SHARP LEFT, WESTERLY, FOR 0.7 MILE TO A
 NO0490'GATE, ABOUT 150 YARDS BEFORE REACHING A WINDMILL ON THE LEFT.
 NO0490'CONTINUE ON TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH
 NO0490'GATE AND GO 0.5 MILE TO ANOTHER GATE IN AN EAST-WEST FENCE
 NO0490'LINE.  PASS THROUGH GATE AND FOLLOW ALONG THE EAST SIDE OF A
 NO0490'NORTH-SOUTH FENCE LINE FOR 0.15 MILE TO A GATE.  PASS THROUGH
 NO0490'GATE AND FOLLOW OLD TRACK ROAD THROUGH HAY FIELD FOR 0.8 MILE
 NO0490'TO A GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO A PLANK BRIDGE,
 NO0490'PASS OVER BRIDGE AND CONTINUE ON TRACK ROAD FOR 0.1 MILE.  TURN
 NO0490'LEFT FOR 0.05 MILE TO THE BASE OF THE HILL AND A DIM TRACK
 NO0490'ROAD LEADING WEST.  TURN LEFT ON TRACK ROAD FOR 1.5 MILE TO
 NO0490'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.5 MILE TO A
 NO0490'GATE IN A NORTH-SOUTH FENCE LINE.  PASS THROUGH GATE AND GO
 NO0490'SOUTHWEST FOR 0.4 MILE TO A WINDMILL.  HERE TURN RIGHT AND GO
 NO0490'WEST UP THE VALLEY FOR 0.5 MILE.  HERE TURN LEFT AND WORK
 NO0490'WAY UP HILL TO THE HIGHEST POINT AND THE STATION A DISTANCE
 NO0490'OF 0.65 MILE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1767 ***********************************************************************
 NM1767  DESIGNATION -  TOPP
 NM1767  PID         -  NM1767
 NM1767  STATE/COUNTY-  NE/WAYNE
 NM1767  COUNTRY     -  US
 NM1767  USGS QUAD   -  PILGER (2017)
 NM1767
 NM1767                         *CURRENT SURVEY CONTROL
 NM1767  ______________________________________________________________________
 NM1767* NAD 83(1995) POSITION- 42 05 26.69138(N) 097 06 45.73223(W)   ADJUSTED
 NM1767* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 NM1767  ______________________________________________________________________
 NM1767  GEOID HEIGHT    -        -24.852 (meters)                     GEOID18
 NM1767  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 NM1767  HORZ ORDER      -  FIRST
 NM1767
 NM1767.The horizontal coordinates were established by classical geodetic methods
 NM1767.and adjusted by the National Geodetic Survey in August 1997.
 NM1767
 NM1767.The orthometric height was scaled from a topographic map.
 NM1767
 NM1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1767.GEOID18 height accuracy estimate available here.
 NM1767
 NM1767.Click photographs - Photos may exist for this station.
 NM1767
 NM1767.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1767
 NM1767. The following values were computed from the NAD 83(1995) position.
 NM1767
 NM1767;                    North         East     Units Scale Factor Converg.
 NM1767;SPC NE       -   254,621.815   738,761.037   MT  0.99971064   +1 54 48.2
 NM1767;SPC NE       -   835,371.74  2,423,751.84   sFT  0.99971064   +1 54 48.2
 NM1767;UTM  14      - 4,661,575.352   656,082.058   MT  0.99989977   +1 15 55.2
 NM1767
 NM1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1767!SPC NE       -   0.99992373  x   0.99971064  =   0.99963439
 NM1767!UTM  14      -   0.99992373  x   0.99989977  =   0.99982351
 NM1767
 NM1767:                Primary Azimuth Mark                     Grid Az
 NM1767:SPC NE       -  KINGSLEY                                 187 14 21.9
 NM1767:UTM  14      -  KINGSLEY                                 187 53 14.9
 NM1767
 NM1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5608261575(NAD 83)
 NM1767
 NM1767|---------------------------------------------------------------------|
 NM1767| PID    Reference Object                     Distance      Geod. Az  |
 NM1767|                                                           dddmmss.s |
 NM1767| CO4704 TOPP AZ MK                                         0913758.5 |
 NM1767| CO4705 TOPP RM 1                            22.211 METERS 13546     |
 NM1767| MK1836 KINGSLEY                            APPROX.19.1 KM 1890910.1 |
 NM1767| MK1835 STANTON STANDPIPE                   APPROX.17.9 KM 2113253.9 |
 NM1767| CO4706 TOPP RM 2                            27.712 METERS 26551     |
 NM1767|---------------------------------------------------------------------|
 NM1767
 NM1767                          SUPERSEDED SURVEY CONTROL
 NM1767
 NM1767  NAD 83(1986)-  42 05 26.69827(N)    097 06 45.73315(W) AD(       ) 1
 NM1767  NAD 27      -  42 05 26.68000(N)    097 06 44.57100(W) AD(       ) 1
 NM1767
 NM1767.Superseded values are not recommended for survey control.
 NM1767
 NM1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1767.See file dsdata.pdf to determine how the superseded data were derived.
 NM1767
 NM1767_MARKER: DS = TRIANGULATION STATION DISK
 NM1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1767_STAMPING: TOPP 1935
 NM1767_MARK LOGO: CGS
 NM1767_PROJECTION: RECESSED 30 CENTIMETERS
 NM1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1767+STABILITY: SURFACE MOTION
 NM1767
 NM1767  HISTORY     - Date     Condition        Report By
 NM1767  HISTORY     - 1935     MONUMENTED       CGS
 NM1767  HISTORY     - 1936     GOOD             NE-167
 NM1767  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1767  HISTORY     - 1963     SEE DESCRIPTION  USGS
 NM1767  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NM1767
 NM1767                          STATION DESCRIPTION
 NM1767
 NM1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1767'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 32, T. 25 N.,
 NM1767'R. 3 E., ABOUT 6.5 MILES SOUTH OF WINSIDE, 6.0 MILES EAST AND
 NM1767'10 MILES NORTH OF STANTON, 6.0 MILES NORTHWEST OF PILGER, ON THE
 NM1767'WAYNE-STANTON COUNTY LINE, ON A LOW HILL OVER WHICH AN EAST-WEST
 NM1767'ROAD CROSSES.  THE GROUND RISES GRADUALLY TO THE WEST AND SLOPES
 NM1767'DOWN GRADUALLY TO THE EAST.
 NM1767'
 NM1767'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND HIGHWAY 8
 NM1767'IN STANTON, GO NORTH ON HIGHWAY 8 FOR 0.3 MILE, TURN RIGHT (EAST)
 NM1767'ON HIGHWAY 8 AND FOLLOW IN A NORTHEASTERLY DIRECTION FOR 8.25
 NM1767'MILES, OR FOR 0.65 MILE AFTER PASSING PLEASANT VIEW FARM ON LEFT,
 NM1767'TURN LEFT (NORTH) ON SECTION-LINE ROAD FOR 6.0 MILES, TURN LEFT
 NM1767'(WEST) FOR 0.8 MILE TO STATION ON RIGHT.  REACHED FROM THE
 NM1767'WINSIDE POST OFFICE BY GOING EAST FOR 0.2 MILE, TURN RIGHT
 NM1767'(SOUTH) FOR 6.0 MILES, TURN LEFT (EAST) FOR 3.2 MILES TO
 NM1767'STATION ON LEFT.
 NM1767'
 NM1767'STATION IS 8.9 METERS NORTH OF CENTERLINE OF EAST-WEST GRADED
 NM1767'ROAD, 13.8 METERS EAST OF EAST POST OF GATE IN NORTH RIGHT-OF-WAY
 NM1767'FENCE, 3.7 METERS NORTHWEST OF POST IN T-FENCE CORNER, 3.0 METERS
 NM1767'WEST OF NORTH-SOUTH FENCE, AND 2.3 METERS NORTH OF NORTH
 NM1767'RIGHT-OF-WAY FENCE, SET ABOUT 12 INCHES BELOW SURFACE OF GROUND
 NM1767'
 NM1767'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 7.3 METERS SOUTH
 NM1767'OF CENTERLINE OF EAST-WEST GRADED ROAD, 2.0 METERS EAST OF
 NM1767'TELEPHONE POLE, AND 0.3 METER NORTH OF SOUTH RIGHT-OF-WAY FENCE,
 NM1767'PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF GROUND.
 NM1767'
 NM1767'REFERENCE MARK NO. 2 IS WEST OF STATION, 6.7 METERS NORTH OF
 NM1767'CENTERLINE OF EAST-WEST GRADED ROAD, ON NORTH RIGHT-OF-WAY FENCE,
 NM1767'AND PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 NM1767'
 NM1767'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE DIRECTLY EAST OF STATION,
 NM1767'6.7 METERS SOUTH OF CENTERLINE OF EAST-WEST GRADED ROAD, 0.3
 NM1767'METER NORTH OF SOUTH RIGHT-OF-WAY FENCE, AND PROJECTING ABOUT
 NM1767'6 INCHES ABOVE SURFACE OF GROUND.
 NM1767'
 NM1767'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1767
 NM1767                          STATION RECOVERY (1936)
 NM1767
 NM1767'RECOVERY NOTE BY STANTON COUNTY NEBRASKA 1936
 NM1767'LETTER OF HARVEY KUESTER (STANTON COUNTY, NEBRASKA, SURVEYOR),
 NM1767'STANTON, NEBRASKA, MAY 27, 1936--
 NM1767'
 NM1767'REFERENCE MARK NO. 1 WAS MOVED ON LINE TO 103.32 FEET (31.5 METERS)
 NM1767'FROM STATION.
 NM1767'
 NM1767'AZIMUTH MARK WAS MOVED VERTICALLY, NO HORIZONTAL CHANGE.  LOCATION
 NM1767'FALLS IN DITCH ON TOP OF HILL.
 NM1767'
 NM1767'STATION IS 12.8 METERS NORTH OF CENTERLINE OF EAST-WEST GRADED
 NM1767'ROAD, 4.1 METERS NORTHWEST OF POST IN T-FENCE CORNER, 3.0 METERS
 NM1767'WEST OF NORTH-SOUTH FENCE, AND 2.8 METERS NORTH OF NORTH
 NM1767'RIGHT-OF-WAY FENCE, SET ABOUT 12 INCHES BELOW THE SURFACE
 NM1767'OF THE GROUND.
 NM1767'
 NM1767'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 9.3 METERS SOUTH
 NM1767'OF CENTERLINE OF EAST-WEST GRADED ROAD, 10 METERS EAST OF
 NM1767'TELEPHONE POLE, AND 0.7 METER NORTH OF SOUTH RIGHT-OF-WAY FENCE.
 NM1767'
 NM1767'REFERENCE MARK NO. 2 IS WEST OF STATION, 10.1 METERS NORTH
 NM1767'OF CENTERLINE OF EAST-WEST GRADED ROAD.
 NM1767'
 NM1767'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE DIRECTLY EAST OF STATION,
 NM1767'7.6 METERS SOUTH OF CENTERLINE OF EAST-WEST GRADED ROAD,
 NM1767'2.5 METERS NORTH OF SOUTH RIGHT-OF-WAY FENCE, AND PROJECTING
 NM1767'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1767
 NM1767                          STATION RECOVERY (1961)
 NM1767
 NM1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1767'STATION MARK WAS NOT FOUND.
 NM1767'
 NM1767'REFERENCE MARK NO. 1 LOCATED IN WAYNE 9.5 S AND 4.75 MI. W OF
 NM1767'T 24 AND 25 N, R 3 E, NEAR 1/16 CORNER BETWEEN SECTIONS 6 AND 31,
 NM1767'35 FT S AND 111 FT W OF CENTER OF ROAD.  T FENCE N.  A STANDARD
 NM1767'TABLET SET IN THE TOP OF A CONCRETE POST AND STAMPED TOPP NO 1
 NM1767'1935.
 NM1767
 NM1767                          STATION RECOVERY (1963)
 NM1767
 NM1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1767'SURFACE MARK DESTROYED.  THE FARMER WHO OWNS THE LAND SAID THAT
 NM1767'DURING SPRING PLOWING HE HIT THE STATION WITH HIS PLOW.  THE
 NM1767'STATION IS BURIED AT A DEPTH OF 12 TO 18 INCHES.  TRIED
 NM1767'PROBING FOR MARK BUT THE GROUND WAS TOO HARD TO PENETRATE OVER
 NM1767'8 INCHES.
 NM1767
 NM1767                          STATION RECOVERY (1966)
 NM1767
 NM1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM1767'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  NO EXTENSIVE
 NM1767'SEARCH WAS MADE AS REFERENCE POINTS HAVE ALL CHANGED.  THE ROAD
 NM1767'HAS BEEN WIDENED AND REFERENCE MARK NO. 1 COULD NOT BE FOUND.
 NM1767'REFERENCE MARK NO. 2 WAS FOUND IN A HORIZONTAL POSITION IN THE
 NM1767'ROAD DITCH.
 NM1767'
 NM1767'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0439 ***********************************************************************
 MN0439  DESIGNATION -  TOPS
 MN0439  PID         -  MN0439
 MN0439  STATE/COUNTY-  NE/DEUEL
 MN0439  COUNTRY     -  US
 MN0439  USGS QUAD   -  CHAPPELL SE (2017)
 MN0439
 MN0439                         *CURRENT SURVEY CONTROL
 MN0439  ______________________________________________________________________
 MN0439* NAD 83(1995) POSITION- 41 00 14.32408(N) 102 21 24.18325(W)   ADJUSTED
 MN0439* NAVD 88 ORTHO HEIGHT -  1125.    (meters)     3691.    (feet) SCALED
 MN0439  ______________________________________________________________________
 MN0439  GEOID HEIGHT    -        -20.274 (meters)                     GEOID18
 MN0439  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 MN0439  HORZ ORDER      -  THIRD
 MN0439
 MN0439.The horizontal coordinates were established by classical geodetic methods
 MN0439.and adjusted by the National Geodetic Survey in August 1997.
 MN0439
 MN0439.The orthometric height was scaled from a topographic map.
 MN0439
 MN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0439.GEOID18 height accuracy estimate available here.
 MN0439
 MN0439.Click photographs - Photos may exist for this station.
 MN0439
 MN0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0439
 MN0439. The following values were computed from the NAD 83(1995) position.
 MN0439
 MN0439;                    North         East     Units Scale Factor Converg.
 MN0439;SPC NE       -   132,673.940   301,813.735   MT  0.99969671   -1 33 42.4
 MN0439;SPC NE       -   435,281.08    990,200.56   sFT  0.99969671   -1 33 42.4
 MN0439;UTM  13      - 4,542,564.476   722,301.844   MT  1.00020827   +1 44 06.0
 MN0439
 MN0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0439!SPC NE       -   0.99982667  x   0.99969671  =   0.99952343
 MN0439!UTM  13      -   0.99982667  x   1.00020827  =   1.00003490
 MN0439
 MN0439:                Primary Azimuth Mark                     Grid Az
 MN0439:SPC NE       -  TOPS WATER BOOSTER TANK                  112 22 51.7
 MN0439:UTM  13      -  TOPS WATER BOOSTER TANK                  109 05 03.3
 MN0439
 MN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2230142564(NAD 83)
 MN0439
 MN0439|---------------------------------------------------------------------|
 MN0439| PID    Reference Object                     Distance      Geod. Az  |
 MN0439|                                                           dddmmss.s |
 MN0439| LK0512 TOPS WATER BOOSTER TANK             APPROX. 2.5 KM 1104909.3 |
 MN0439| LK0516 OVID MUNICIPAL TANK                 APPROX. 4.9 KM 2073100.3 |
 MN0439| LK0577 SEDGEWICK MUNICIPAL TANK            APPROX.16.0 KM 2422453.9 |
 MN0439|---------------------------------------------------------------------|
 MN0439
 MN0439                          SUPERSEDED SURVEY CONTROL
 MN0439
 MN0439  NAD 83(1993)-  41 00 14.32409(N)    102 21 24.18319(W) AD(       ) 3
 MN0439  NAD 83(1992)-  41 00 14.32407(N)    102 21 24.18325(W) AD(       ) 3
 MN0439  NAD 83(1986)-  41 00 14.32316(N)    102 21 24.18298(W) AD(       ) 3
 MN0439  NAD 27      -  41 00 14.35354(N)    102 21 22.50942(W) AD(       ) 3
 MN0439
 MN0439.Superseded values are not recommended for survey control.
 MN0439
 MN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0439.See file dsdata.pdf to determine how the superseded data were derived.
 MN0439
 MN0439_MARKER: DB = BENCH MARK DISK
 MN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0439_STAMPING: TOPS 1949
 MN0439_MARK LOGO: USGS
 MN0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0439+STABILITY: SURFACE MOTION
 MN0439
 MN0439  HISTORY     - Date     Condition        Report By
 MN0439  HISTORY     - 1949     MONUMENTED       USGS
 MN0439
 MN0439                          STATION DESCRIPTION
 MN0439
 MN0439'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 MN0439'LOCATED ABOUT 2.0 MI. (AIRLINE) NE. OF OVID, COLORADO, IN THE NE.
 MN0439'1/4 OF SEC. 27, T 12 N, R 45 W, ON ONE OF THE HIGHEST OF A GROUP OF
 MN0439'SMALL SANDY TOPS.
 MN0439'
 MN0439'TO REACH FROM JUNCTION OF HIGHWAYS 138 AND 23 AT OVID, COLORADO,
 MN0439'PROCEED N. ON HIGHWAY 23 FOR 2.01 MI. TO JUNCTION OF HIGHWAYS 23
 MN0439'AND 166, PROCEED ACROSS HIGHWAY 166 AND UP RAILROAD TRACKS TO A DIM
 MN0439'RD. E. 0.4 MI. TO A GATE, PASS THROUGH GATE AND CONTINUE ACROSS
 MN0439'COUNTRY ABOUT 0.5 MI. TO STATION SITE.
 MN0439'
 MN0439'STATION MARK--STANDARD TABLET, STAMPED ---TOPS 1949---, CEMENTED IN
 MN0439'A CONCRETE POST, PROTRUDING 6 IN. ABOVE THE GROUND.
 MN0439'
 MN0439'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO. 1---,
 MN0439'CEMENTED IN A CONCRETE POST, 59.29 FT. FROM STATION MARK,
 MN0439'N 07 DEG 49 MIN E.
 MN0439'
 MN0439'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO. 2---,
 MN0439'CEMENTED IN A CONCRETE POST, 41.71 FT. FROM STATION MARK,
 MN0439'S 73 DEG 04 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4178 ***********************************************************************
 AB4178  SACS        -  This is a Secondary Airport Control Station.
 AB4178  DESIGNATION -  TQE A
 AB4178  PID         -  AB4178
 AB4178  STATE/COUNTY-  NE/BURT
 AB4178  COUNTRY     -  US
 AB4178  USGS QUAD   -  TEKAMAH (2017)
 AB4178
 AB4178                         *CURRENT SURVEY CONTROL
 AB4178  ______________________________________________________________________
 AB4178* NAD 83(2011) POSITION- 41 45 31.66807(N) 096 10 25.97709(W)   ADJUSTED
 AB4178* NAD 83(2011) ELLIP HT-   284.344 (meters)        (06/27/12)   ADJUSTED
 AB4178* NAD 83(2011) EPOCH   -  2010.00
 AB4178* NAVD 88 ORTHO HEIGHT -   311.89  (meters)     1023.3   (feet) GPS OBS
 AB4178  ______________________________________________________________________
 AB4178  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB4178  GEOID HEIGHT    -        -27.357 (meters)                     GEOID96
 AB4178  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 AB4178  NAD 83(2011) X  -   -512,467.802 (meters)                     COMP
 AB4178  NAD 83(2011) Y  - -4,737,458.458 (meters)                     COMP
 AB4178  NAD 83(2011) Z  -  4,225,846.179 (meters)                     COMP
 AB4178  LAPLACE CORR    -         -9.83  (seconds)                    DEFLEC18
 AB4178
 AB4178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4178  Standards:
 AB4178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4178  -------------------------------------------------------------------
 AB4178  NETWORK    0.49   1.02           0.23   0.16   0.52     -0.04304494
 AB4178  -------------------------------------------------------------------
 AB4178  Click here for local accuracies and other accuracy information.
 AB4178
 AB4178.This mark is at Tekamah Municipal Airport (TQE)
 AB4178
 AB4178.The horizontal coordinates were established by GPS observations
 AB4178.and adjusted by the National Geodetic Survey in June 2012.
 AB4178
 AB4178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4178.been affixed to the stable North American tectonic plate. See 
 AB4178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4178
 AB4178.The horizontal coordinates are valid at the epoch date displayed above
 AB4178.which is a decimal equivalence of Year/Month/Day.
 AB4178
 AB4178.The orthometric height was determined by GPS observations and a
 AB4178.high-resolution geoid model.
 AB4178
 AB4178.GPS derived orthometric heights for airport stations designated as
 AB4178.PACS or SACS are published to 2 decimal places.  This maintains
 AB4178.centimeter relative accuracy between the PACS and SACS.  It does
 AB4178.not indicate centimeter accuracy relative to other marks which are
 AB4178.part of the published vertical control network.
 AB4178
 AB4178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4178.GEOID18 height accuracy estimate available here.
 AB4178
 AB4178.Click photographs - Photos may exist for this station.
 AB4178
 AB4178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4178
 AB4178.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4178
 AB4178.The ellipsoidal height was determined by GPS observations
 AB4178.and is referenced to NAD 83.
 AB4178
 AB4178. The following values were computed from the NAD 83(2011) position.
 AB4178
 AB4178;                    North         East     Units Scale Factor Converg.
 AB4178;SPC NE       -   220,812.968   817,981.691   MT  0.99966831   +2 32 08.0
 AB4178;SPC NE       -   724,450.55  2,683,661.60   sFT  0.99966831   +2 32 08.0
 AB4178;UTM  14      - 4,626,856.935   734,945.050   MT  1.00027931   +1 52 59.0
 AB4178
 AB4178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4178!SPC NE       -   0.99995540  x   0.99966831  =   0.99962373
 AB4178!UTM  14      -   0.99995540  x   1.00027931  =   1.00023470
 AB4178
 AB4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3494526856(NAD 83)
 AB4178
 AB4178                          SUPERSEDED SURVEY CONTROL
 AB4178
 AB4178  NAD 83(2007)-  41 45 31.66805(N)    096 10 25.97783(W) AD(2002.00) 0
 AB4178  ELLIP H (02/10/07)  284.370  (m)                       GP(2002.00)    
 AB4178  ELLIP H (12/10/01)  284.323  (m)                       GP(       ) 4 2
 AB4178  NAD 83(1995)-  41 45 31.66802(N)    096 10 25.97751(W) AD(       ) 1
 AB4178  ELLIP H (09/22/97)  284.423  (m)                       GP(       ) 4 2
 AB4178
 AB4178.Superseded values are not recommended for survey control.
 AB4178
 AB4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4178.See file dsdata.pdf to determine how the superseded data were derived.
 AB4178
 AB4178_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4178_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4178_SP_SET: APRON
 AB4178_STAMPING: TQE A 1995
 AB4178_MARK LOGO: NGS
 AB4178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4178+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1997
 AB4178
 AB4178  HISTORY     - Date     Condition        Report By
 AB4178  HISTORY     - 1995     MONUMENTED       NGS
 AB4178  HISTORY     - 19970703 GOOD             NGS
 AB4178
 AB4178                          STATION DESCRIPTION
 AB4178
 AB4178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4178'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH OF BLAIR, 2.15 MI
 AB4178'(3.46 KM) SOUTHEAST OF TEXAMAH, AT THE TEXAMAH MUNICIPAL AIRPORT AND
 AB4178'AT A TURNAROUND FOR THE APPROACH END OF RUNWAY 32. OWNERSHIP--TEXAMAH
 AB4178'AIRPORT AUTHORITY, PO BOX 34, TEXAMAH NE 68061. AIRPORT MANAGER IS
 AB4178'CARL SCHRODER, PHONE (402) 374-1755.  PERMISSION TO PASS THROUGH
 AB4178'LOCKED GATE MAY BE REQUIRED.  TO REACH THE STATION FROM THE JUNCTION
 AB4178'OF U.S. HIGHWAY 75 AND STATE HIGHWAY 32 WEST IN TEXAMAH, GO SOUTH ON
 AB4178'U.S. HIGHWAY 75 FOR 0.45 MI (0.72 KM) TO A PAVED ROAD LEFT, TURN LEFT
 AB4178'AND GO EAST ON F STREET (PAVED THEN GRAVEL) FOR 2.25 MI (3.62 KM) TO A
 AB4178'GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE
 AB4178'ROAD FOR 0.25 MI (0.40 KM) TO A BEACON ON THE LEFT AND A GATE ON THE
 AB4178'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO SOUTHWEST ON THE APRON,
 AB4178'THEN CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT
 AB4178'AND GO SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.65 MI (1.05 KM) TO THE
 AB4178'RUNWAY END AND THE STATION ON THE LEFT SET INTO THE SOUTHEAST CORNER
 AB4178'OF THE CONCRETE TURNAROUND APRON. THE STATION IS 16.3 FT (5.0 M) WEST
 AB4178'OF THE MOST SOUTHEASTERLY TAXIWAY LIGHT (42), 2.0 FT (0.6 M)
 AB4178'NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST EDGE OF THE TURNAROUND APRON
 AB4178'AND 2.0 FT (0.6 M) WEST-SOUTHWEST OF THE EAST-NORTHEAST EDGE OF THE
 AB4178'TURNAROUND APRON.  THIS STATION TO BE USED AS SACS.
 AB4178
 AB4178                          STATION RECOVERY (1997)
 AB4178
 AB4178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4178'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1077 ***********************************************************************
 LG1077  DESIGNATION -  TRAIL
 LG1077  PID         -  LG1077
 LG1077  STATE/COUNTY-  NE/JEFFERSON
 LG1077  COUNTRY     -  US
 LG1077  USGS QUAD   -  DILLER (2017)
 LG1077
 LG1077                         *CURRENT SURVEY CONTROL
 LG1077  ______________________________________________________________________
 LG1077* NAD 83(1995) POSITION- 40 03 34.12088(N) 096 59 30.51143(W)   ADJUSTED
 LG1077* NAVD 88 ORTHO HEIGHT -   434.41  (+/-2cm)     1425.2   (feet) VERTCON
 LG1077  ______________________________________________________________________
 LG1077  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 LG1077  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 LG1077  HORZ ORDER      -  FIRST
 LG1077  VERT ORDER      -  THIRD ? (See Below)
 LG1077
 LG1077.The horizontal coordinates were established by classical geodetic methods
 LG1077.and adjusted by the National Geodetic Survey in August 1997.
 LG1077
 LG1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1077
 LG1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1077.GEOID18 height accuracy estimate available here.
 LG1077
 LG1077.The vertical order pertains to the NGVD 29 superseded value.
 LG1077
 LG1077.Click photographs - Photos may exist for this station.
 LG1077
 LG1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1077
 LG1077. The following values were computed from the NAD 83(1995) position.
 LG1077
 LG1077;                    North         East     Units Scale Factor Converg.
 LG1077;SPC NE       -    29,574.738   756,599.497   MT  0.99997365   +1 59 36.7
 LG1077;SPC NE       -    97,029.79  2,482,276.85   sFT  0.99997365   +1 59 36.7
 LG1077;UTM  14      - 4,436,290.923   671,275.876   MT  0.99996114   +1 17 33.9
 LG1077
 LG1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1077!SPC NE       -   0.99993611  x   0.99997365  =   0.99990977
 LG1077!UTM  14      -   0.99993611  x   0.99996114  =   0.99989726
 LG1077
 LG1077:                Primary Azimuth Mark                     Grid Az
 LG1077:SPC NE       -  TRAIL AZ MK 2                            356 37 45.5
 LG1077:UTM  14      -  TRAIL AZ MK 2                            357 19 48.3
 LG1077
 LG1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7127536290(NAD 83)
 LG1077
 LG1077|---------------------------------------------------------------------|
 LG1077| PID    Reference Object                     Distance      Geod. Az  |
 LG1077|                                                           dddmmss.s |
 LG1077| CL7746 TRAIL RM 1                           30.962 METERS 05433     |
 LG1077| LG0820 NUTTER                              APPROX.12.0 KM 2433915.2 |
 LG1077| CL7747 TRAIL RM 2                           22.088 METERS 32250     |
 LG1077| CL7744 TRAIL AZ MK                                        3583025.5 |
 LG1077| CL7745 TRAIL AZ MK 2                                      3583722.2 |
 LG1077|---------------------------------------------------------------------|
 LG1077
 LG1077                          SUPERSEDED SURVEY CONTROL
 LG1077
 LG1077  NAD 83(1986)-  40 03 34.12678(N)    096 59 30.50943(W) AD(       ) 1
 LG1077  NAD 27      -  40 03 34.11400(N)    096 59 29.40200(W) AD(       ) 1
 LG1077  NGVD 29             434.27   (m)         1424.8    (f) LEVELING    3  
 LG1077
 LG1077.Superseded values are not recommended for survey control.
 LG1077
 LG1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1077.See file dsdata.pdf to determine how the superseded data were derived.
 LG1077
 LG1077_MARKER: DS = TRIANGULATION STATION DISK
 LG1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1077+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 LG1077
 LG1077  HISTORY     - Date     Condition        Report By
 LG1077  HISTORY     - 1947     MONUMENTED       CGS
 LG1077  HISTORY     - 1950     GOOD             CGS
 LG1077  HISTORY     - 1966     POOR             CGS
 LG1077  HISTORY     - 20120628 GOOD             INDIV
 LG1077
 LG1077                          STATION DESCRIPTION
 LG1077
 LG1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1077'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF DILLER IN
 LG1077'THE SOUTHEAST ANGLE OF A T INTERSECTION.  IT IS 87 FEET EAST OF THE
 LG1077'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 28.5 FEET SOUTH OF THE
 LG1077'CENTER OF AN EAST-WEST DIRT ROAD, 6 FEET NORTH OF AN EAST-WEST
 LG1077'FENCE LINE AND A 4-INCH WHITE WOODEN WITNESS POST PROJECTING 2
 LG1077'FEET.  IT IS STAMPED TRAIL 1947 AND IS FLUSH WITH THE SURFACE OF
 LG1077'THE GROUND.
 LG1077'
 LG1077'REFERENCE MARK NO. 1 IS 150 FEET EAST OF A FENCE CORNER, 28 FEET
 LG1077'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF
 LG1077'AN EAST-WEST FENCE LINE.  IT IS STAMPED TRAIL NO 1 1947 AND
 LG1077'PROJECTS 4 INCHES.
 LG1077'
 LG1077'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE CENTER OF AN
 LG1077'EAST-WEST DIRT ROAD, 42 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1077'GRAVELED ROAD, 18 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH
 LG1077'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED TRAIL NO 2 1947 AND
 LG1077'PROJECTS 4 INCHES.
 LG1077'
 LG1077'THE AZIMUTH MARK IS AT THE NORTHWEST CORNER OF A CULTIVATED
 LG1077'FIELD, 28.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LG1077'ROAD, 7.5 FEET EAST OF A FENCE CORNER AND 2 FEET EAST OF A 4-INCH
 LG1077'SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 LG1077'STAMPED TRAIL 1947 AND PROJECTS 5 INCHES.
 LG1077'
 LG1077'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO SOUTH
 LG1077'ON STATE HIGHWAY 103 FOR 3.5 MILE TO A CROSS ROAD, TURN RIGHT, WEST,
 LG1077'AND GO 3.0 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1077'
 LG1077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 LG1077'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG1077'
 LG1077'A 4 FOOT SIGNAL AT NUTTER 1935 IS V.G.
 LG1077'
 LG1077'A 74 FOOT SIGNAL AT TURNER 1935 IS VISIBLE AT 20 FEET.
 LG1077'
 LG1077'A 74 FOOT SIGNAL AT JANSEN WEST BASE IS VISIBLE AT 20 FEET.
 LG1077'
 LG1077'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 40 FEET.
 LG1077'
 LG1077'A 74 FOOT SIGNAL AT DILLER IS VISIBLE AT 10 FEET.
 LG1077'
 LG1077'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 10 FEET.
 LG1077
 LG1077                          STATION RECOVERY (1950)
 LG1077
 LG1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG1077'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LG1077'1947 AND ARE IN EXCELLENT CONDITION.  THE STATION WAS RECOVERED
 LG1077'TO ESTABLISH A NEW AZIMUTH MARK AND REMOVE THE ORIGINAL
 LG1077'AZIMUTH MARK AS REQUESTED BY THE JEFFERSON COUNTY ROAD COMMISSION.
 LG1077'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LG1077'
 LG1077'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF DILLER IN THE
 LG1077'SOUTHEAST ANGLE OF A T-ROAD INTERSECTION.  IT IS 87 FEET EAST
 LG1077'FROM THE CENTER OF A NORTH-SOUTH ROAD, 29 FEET SOUTH FROM THE
 LG1077'CENTER OF AN EAST-WEST ROAD, 6 FEET NORTH OF A WITNESS POST AND
 LG1077'5.5 FEET NORTH FROM AN EAST WEST FENCE LINE.  IT IS STAMPED TRAIL
 LG1077'1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.  NOTES 1A AND
 LG1077'7A.
 LG1077'
 LG1077'REFERENCE MARK NO. 1 IS 150 FEET EAST OF A FENCE CORNER, 28 FEET
 LG1077'NORTH FROM THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF A
 LG1077'FENCE LINE.  IT IS STAMPED TRAIL NO 1 1947 AND PROJECTS 4 INCHES
 LG1077'ABOVE THE SURFACE OF THE GROUND.  NOTE 11A.
 LG1077'
 LG1077'REFERENCE MARK NO. 2 IS 42 FEET EAST FROM THE CENTER OF THE
 LG1077'NORTH-SOUTH ROAD.  28 FEET NORTH FROM THE CENTER OF THE EAST-WEST
 LG1077'ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED TRAIL NO 2
 LG1077'1947 AND PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE 11A
 LG1077'
 LG1077'THE AZIMUTH MARK IS LOCATED AT THE NORTHWEST CORNER OF A
 LG1077'CULTIVATED FIELD AND IS SET JUST INSIDE THE FENCE CORNER.  IT IS
 LG1077'34 FEET EAST FROM THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF A
 LG1077'WITNESS POST.  IT IS STAMPED TRAIL 1950 AND PROJECTS 4 INCHES.
 LG1077'NOTE 11A
 LG1077'
 LG1077'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO SOUTH ON
 LG1077'STATE HIGHWAY 103 FOR 3.5 MILES TO A CROSSROAD, TURN RIGHT ON A
 LG1077'GRAVELED ROAD AND GO WEST FOR 3.0 MILES TO THE STATION ON THE
 LG1077'LEFT AS DESCRIBED.
 LG1077'
 LG1077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 LG1077'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG1077
 LG1077                          STATION RECOVERY (1966)
 LG1077
 LG1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1077'THE SURFACE STATION MARK WAS FOUND DISPLACED.  THE UNDERGROUND
 LG1077'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1077'UNDERGROUND MARK WAS LOWERED ABOUT 3.5 FEET BELOW THE SURFACE AND
 LG1077'A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND MARK.  R.M. NO. 1,
 LG1077'R.M. NO. 2 AND THE AZIMUTH MARK RECOVERED AND FOUND IN GOOD
 LG1077'CONDITION.
 LG1077'
 LG1077'TO REACH THE STATION FROM DILLER, FROM THE POST OFFICE, GO SOUTH
 LG1077'ON STATE HIGHWAY 103 FOR 3.5 MILES TO CROSSROADS, TURN RIGHT AND
 LG1077'GO WEST ON GRAVELED ROAD FOR 3.0 MILES TO THE STATION ON THE LEFT.
 LG1077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 LG1077'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LG1077'
 LG1077'THE STATION IS 86 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 LG1077'ROAD, 25 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 37.5
 LG1077'FEET EAST-NORTHEAST OF A FENCE CORNER, 8.5 FEET NORTH OF AN
 LG1077'EAST-WEST ROAD AND 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST.
 LG1077'THE MARK IS IN THE ROAD DITCH, FLUSH WITH THE DITCH ON THE NORTH
 LG1077'SIDE AND DISK IS STAMPED TRAIL 1947 1966.
 LG1077'
 LG1077'R.M. NO. 1 IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 150
 LG1077'FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.  MARK
 LG1077'PROJECTS 2 INCHES AND THE DISK IS STAMPED TRAIL NO 1 1947.
 LG1077'
 LG1077'R.M. NO. 2 IS 44 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD,
 LG1077'34 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 11.5 FEET
 LG1077'WEST OF A TELEPHONE POLE, 11 FEET EAST OF A FENCE CORNER AND 1 FOOT
 LG1077'SOUTH OF EAST-WEST FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 LG1077'IS STAMPED TRAIL NO 2 1947.
 LG1077'
 LG1077'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 LG1077'ROAD, 10.5 FEET NORTH OF THE CENTER OF A WIRE GATE AND 1 FOOT
 LG1077'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 LG1077'DISK IS STAMPED TRAIL 1947.
 LG1077'
 LG1077'THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION AT TIME OF
 LG1077'RECOVERY DUE TO CROPS ON LINE.
 LG1077'
 LG1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES
 LG1077'SOUTHWEST OF DILLER.
 LG1077
 LG1077                          STATION RECOVERY (2012)
 LG1077
 LG1077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LG1077'FOUND MARK IN GOOD CONDITION,ALSO FOUND AZIMUTH MARK IN GOOD
 LG1077'CONDITION, BOTH ARE GPSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1930 ***********************************************************************
 MK1930  DESIGNATION -  TRAINOR
 MK1930  PID         -  MK1930
 MK1930  STATE/COUNTY-  NE/MERRICK
 MK1930  COUNTRY     -  US
 MK1930  USGS QUAD   -  POLK NW (2017)
 MK1930
 MK1930                         *CURRENT SURVEY CONTROL
 MK1930  ______________________________________________________________________
 MK1930* NAD 83(1995) POSITION- 41 10 29.38452(N) 097 54 19.34571(W)   ADJUSTED
 MK1930* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 MK1930  ______________________________________________________________________
 MK1930  GEOID HEIGHT    -        -25.303 (meters)                     GEOID18
 MK1930  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 MK1930  HORZ ORDER      -  THIRD
 MK1930
 MK1930.The horizontal coordinates were established by classical geodetic methods
 MK1930.and adjusted by the National Geodetic Survey in August 1997.
 MK1930
 MK1930.The orthometric height was scaled from a topographic map.
 MK1930
 MK1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1930.GEOID18 height accuracy estimate available here.
 MK1930
 MK1930.Click photographs - Photos may exist for this station.
 MK1930
 MK1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1930
 MK1930. The following values were computed from the NAD 83(1995) position.
 MK1930
 MK1930;                    North         East     Units Scale Factor Converg.
 MK1930;SPC NE       -   151,068.885   675,690.995   MT  0.99967519   +1 23 17.2
 MK1930;SPC NE       -   495,631.83  2,216,829.54   sFT  0.99967519   +1 23 17.2
 MK1930;UTM  14      - 4,558,742.504   591,816.810   MT  0.99970375   +0 43 14.5
 MK1930
 MK1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1930!SPC NE       -   0.99992489  x   0.99967519  =   0.99960010
 MK1930!UTM  14      -   0.99992489  x   0.99970375  =   0.99962866
 MK1930
 MK1930:                Primary Azimuth Mark                     Grid Az
 MK1930:SPC NE       -  CLARKS MUNICIPAL TANK                    049 36 43.6
 MK1930:UTM  14      -  CLARKS MUNICIPAL TANK                    050 16 46.3
 MK1930
 MK1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9181658742(NAD 83)
 MK1930
 MK1930|---------------------------------------------------------------------|
 MK1930| PID    Reference Object                     Distance      Geod. Az  |
 MK1930|                                                           dddmmss.s |
 MK1930| MK1922 CLARKS MUNICIPAL TANK               APPROX. 7.4 KM 0510000.8 |
 MK1930| CO2608 TRAINOR RM 1                         23.786 METERS 07032     |
 MK1930| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX.10.5 KM 1714939.3 |
 MK1930| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.10.7 KM 1720215.9 |
 MK1930| CO2609 TRAINOR RM 2                         28.282 METERS 21954     |
 MK1930| CO2607 TRAINOR AZ MK                                      2293336.2 |
 MK1930| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX.10.9 KM 2310644.7 |
 MK1930|---------------------------------------------------------------------|
 MK1930
 MK1930                          SUPERSEDED SURVEY CONTROL
 MK1930
 MK1930  NAD 83(1986)-  41 10 29.39170(N)    097 54 19.34927(W) AD(       ) 3
 MK1930  NAD 27      -  41 10 29.33700(N)    097 54 18.15200(W) AD(       ) 3
 MK1930
 MK1930.Superseded values are not recommended for survey control.
 MK1930
 MK1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1930.See file dsdata.pdf to determine how the superseded data were derived.
 MK1930
 MK1930_MARKER: DS = TRIANGULATION STATION DISK
 MK1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1930_STAMPING: TRAINOR 1950
 MK1930_MARK LOGO: CGS
 MK1930_PROJECTION: RECESSED 46 CENTIMETERS
 MK1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1930+STABILITY: SURFACE MOTION
 MK1930
 MK1930  HISTORY     - Date     Condition        Report By
 MK1930  HISTORY     - 1950     MONUMENTED       CGS
 MK1930  HISTORY     - 1960     GOOD             USGS
 MK1930
 MK1930                          STATION DESCRIPTION
 MK1930
 MK1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1930'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF CENTRAL
 MK1930'CITY, ABOUT 4-1/2 MILES SOUTHWEST OF CLARKS AND ABOUT 71 FEET
 MK1930'NORTH OF THE UNION PACIFIC RAILROAD TRACKS.  IT IS 71.4
 MK1930'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 53 FEET
 MK1930'NORTHWEST OF A POWERLINE POLE, 36 FEET NORTHEAST OF A CONCRETE
 MK1930'CORNER POST, 34 FEET EAST OF THE CENTERLINE OF A ROAD AND 23
 MK1930'FEET NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK IS ABOUT 18
 MK1930'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1930'TRAINOR 1950.
 MK1930'
 MK1930'REFERENCE MARK NO. 1 IS 46 FEET NORTH OF THE NORTH RAIL OF
 MK1930'THE RAILROAD TRACKS, 37 FEET EAST NORTHEAST OF A POWERLINE POLE
 MK1930'AND 2 FEET SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 MK1930'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED TRAINOR NO
 MK1930'1 1950.
 MK1930'
 MK1930'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE NORTH RAIL OF THE
 MK1930'RAILROAD TRACKS, 30 FEET NORTH OF A POWERLINE POLE, 26 FEET
 MK1930'WEST OF THE CENTERLINE OF A ROAD, 8 FEET NORTHEAST OF A
 MK1930'CONCRETE CORNER POST AND 3 FEET EAST OF A FENCELINE.  THE
 MK1930'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TRAINOR
 MK1930'NO 2 1950.
 MK1930'
 MK1930'AZIMUTH MARK IS 34.5 FEET NORTH OF THE NORTH RAIL OF THE
 MK1930'RAILROAD TRACKS, 13 FEET SOUTH OF A RIGHT-OF-WAY FENCELINE,
 MK1930'7 FEET EAST OF A POWERLINE POLE AND 4 FEET EAST OF A
 MK1930'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 MK1930'DISK IS STAMPED TRAINOR 1950.
 MK1930'
 MK1930'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL CITY,
 MK1930'GO NORTHEAST ON U.S. HIGHWAY 30 FOR 6.55 MILES TO A CROSSROADS.
 MK1930'TURN LEFT (NORTH) AND GO ABOUT 0.05 MILE TO STATION JUST
 MK1930'AFTER CROSSING RAILROAD TRACKS.
 MK1930'
 MK1930'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 MK1930'NORTH SIDE OF THE RAILROAD TRACKS FOR 0.2 MILE TO MARK AS
 MK1930'DESCRIBED.
 MK1930'
 MK1930'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MK1930
 MK1930                          STATION RECOVERY (1960)
 MK1930
 MK1930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1930'STATION MARK WAS FOUND IN GOOD CONDITION.  R.M.1 AND THE
 MK1930'AZIMUTH MARK WERE DESTROYED.  R.M. 2 WAS FOUND DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0486 ***********************************************************************
 LJ0486  DESIGNATION -  TRENTON STANDPIPE
 LJ0486  PID         -  LJ0486
 LJ0486  STATE/COUNTY-  NE/HITCHCOCK
 LJ0486  COUNTRY     -  US
 LJ0486  USGS QUAD   -  TRENTON (2017)
 LJ0486
 LJ0486                         *CURRENT SURVEY CONTROL
 LJ0486  ______________________________________________________________________
 LJ0486* NAD 83(1995) POSITION- 40 10 49.83126(N) 101 00 42.98851(W)   ADJUSTED
 LJ0486  ______________________________________________________________________
 LJ0486  GEOID HEIGHT    -        -23.659 (meters)                     GEOID18
 LJ0486  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LJ0486  HORZ ORDER      -  THIRD
 LJ0486
 LJ0486.The horizontal coordinates were established by classical geodetic methods
 LJ0486.and adjusted by the National Geodetic Survey in August 1997.
 LJ0486
 LJ0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0486.GEOID18 height accuracy estimate available here.
 LJ0486
 LJ0486.Click photographs - Photos may exist for this station.
 LJ0486
 LJ0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0486
 LJ0486. The following values were computed from the NAD 83(1995) position.
 LJ0486
 LJ0486;                    North         East     Units Scale Factor Converg.
 LJ0486;SPC NE       -    39,052.800   413,822.983   MT  0.99992328   -0 40 14.2
 LJ0486;SPC NE       -   128,125.73  1,357,684.24   sFT  0.99992328   -0 40 14.2
 LJ0486;UTM  14      - 4,449,733.067   328,708.398   MT  0.99996120   -1 17 54.3
 LJ0486
 LJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2870849733(NAD 83)
 LJ0486
 LJ0486                          SUPERSEDED SURVEY CONTROL
 LJ0486
 LJ0486  NAD 83(1986)-  40 10 49.83223(N)    101 00 42.99436(W) AD(       ) 3
 LJ0486  NAD 27      -  40 10 49.84000(N)    101 00 41.42000(W) AD(       ) 3
 LJ0486
 LJ0486.Superseded values are not recommended for survey control.
 LJ0486
 LJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0486.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0486
 LJ0486_MARKER: 52 = STANDPIPE TANK
 LJ0486
 LJ0486  HISTORY     - Date     Condition        Report By
 LJ0486  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0486
 LJ0486                          STATION DESCRIPTION
 LJ0486
 LJ0486'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1741 ***********************************************************************
 NM1741  DESIGNATION -  TRILOBA
 NM1741  PID         -  NM1741
 NM1741  STATE/COUNTY-  NE/DIXON
 NM1741  COUNTRY     -  US
 NM1741  USGS QUAD   -  PONCA (2017)
 NM1741
 NM1741                         *CURRENT SURVEY CONTROL
 NM1741  ______________________________________________________________________
 NM1741* NAD 83(1995) POSITION- 42 33 32.74772(N) 096 40 01.84928(W)   ADJUSTED
 NM1741* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) SCALED
 NM1741  ______________________________________________________________________
 NM1741  GEOID HEIGHT    -        -25.628 (meters)                     GEOID18
 NM1741  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 NM1741  HORZ ORDER      -  SECOND
 NM1741
 NM1741.The horizontal coordinates were established by classical geodetic methods
 NM1741.and adjusted by the National Geodetic Survey in August 1997.
 NM1741
 NM1741.The orthometric height was scaled from a topographic map.
 NM1741
 NM1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1741.GEOID18 height accuracy estimate available here.
 NM1741
 NM1741.Click photographs - Photos may exist for this station.
 NM1741
 NM1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1741
 NM1741. The following values were computed from the NAD 83(1995) position.
 NM1741
 NM1741;                    North         East     Units Scale Factor Converg.
 NM1741;SPC NE       -   307,920.120   773,581.463   MT  0.99982781   +2 12 31.1
 NM1741;SPC NE       - 1,010,234.59  2,537,991.85   sFT  0.99982781   +2 12 31.1
 NM1741;SPC SD S     -    31,725.324   900,995.380   MT  1.00007618   +2 31 44.8
 NM1741;SPC SD S     -   104,085.50  2,956,015.68   sFT  1.00007618   +2 31 44.8
 NM1741;UTM  14      - 4,714,492.667   691,502.760   MT  1.00005122   +1 34 41.8
 NM1741
 NM1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1741!SPC NE       -   0.99994189  x   0.99982781  =   0.99976971
 NM1741!SPC SD S     -   0.99994189  x   1.00007618  =   1.00001807
 NM1741!UTM  14      -   0.99994189  x   1.00005122  =   0.99999311
 NM1741
 NM1741:                Primary Azimuth Mark                     Grid Az
 NM1741:SPC NE       -  STARK                                    311 34 56.7
 NM1741:SPC SD S     -  STARK                                    311 15 43.0
 NM1741:UTM  14      -  STARK                                    312 12 46.0
 NM1741
 NM1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9150214492(NAD 83)
 NM1741
 NM1741|---------------------------------------------------------------------|
 NM1741| PID    Reference Object                     Distance      Geod. Az  |
 NM1741|                                                           dddmmss.s |
 NM1741| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.10.1 KM 0601611.1 |
 NM1741| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.10.2 KM 0613413.8 |
 NM1741| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX.20.3 KM 0750636.6 |
 NM1741| CO4711 TRILOBA RM 2                         15.252 METERS 17950     |
 NM1741| NM1740 STARK                               APPROX. 0.7 KM 3134727.8 |
 NM1741| CO4710 TRILOBA RM 1                         22.716 METERS 33704     |
 NM1741|---------------------------------------------------------------------|
 NM1741
 NM1741                          SUPERSEDED SURVEY CONTROL
 NM1741
 NM1741  NAD 83(1986)-  42 33 32.75221(N)    096 40 01.84593(W) AD(       ) 2
 NM1741  NAD 27      -  42 33 32.76500(N)    096 40 00.71700(W) AD(       ) 2
 NM1741  MORC        -  42 33 30.39000(N)    096 40 02.36000(W) AD(       ) 3
 NM1741
 NM1741.Superseded values are not recommended for survey control.
 NM1741
 NM1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1741.See file dsdata.pdf to determine how the superseded data were derived.
 NM1741
 NM1741_MARKER: P = PIPE CAP
 NM1741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1741_MARK LOGO: MORC
 NM1741_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1741
 NM1741  HISTORY     - Date     Condition        Report By
 NM1741  HISTORY     - UNK      MONUMENTED       MORC
 NM1741  HISTORY     - 1948     GOOD             CGS
 NM1741
 NM1741                          STATION DESCRIPTION
 NM1741
 NM1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1741'THE STATION IS LOCATED ON A HIGH KNOLL OVERLOOKING THE MISSOURI
 NM1741'RIVER, TO THE EAST, AND IS ABOUT 2 MILES EAST OF PONCA.  IT
 NM1741'IS 12 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BLUFF.
 NM1741'IT IS AN 18 INCH SQUARE SANDSTONE BLOCK, SET 2 FEET BELOW
 NM1741'THE SURFACE OF THE GROUND, WITH A 3/8 INCH HOLE DRILLED IN
 NM1741'THE CENTER.  A 4 INCH IRON PIPE WITH AN MRC STATION CAP
 NM1741'ATTACHED IS SET DIRECTLY OVER THE CENTER AND PROJECTS 10
 NM1741'INCHES ABOVE THE GROUND.
 NM1741'
 NM1741'REFERENCE MARK NO. 1 IS 74.53 FEET NORTHWEST OF THE STATION.
 NM1741'IT IS SET NEAR THE BOTTOM OF A SWALE AND IS ABOUT 15 FEET LOWER
 NM1741'THAN THE STATION.  IT IS A STANDARD DISK SET IN CONCRETE
 NM1741'AT THE TOP OF A 6 INCH STOVE PIPE.  THE DISK IS STAMPED
 NM1741'TRILOBA MRC NO 1 1948 AND PROJECTS 4 INCHES.
 NM1741'
 NM1741'REFERENCE MARK NO. 2 IS 50.04 FEET SOUTH-SOUTHEAST OF THE
 NM1741'STATION AND IS ABOUT 10 FEET LOWER THAN THE STATION.  IT
 NM1741'IS A STANDARD DISK SET IN CONCRETE AT THE TOP OF A 6 INCH
 NM1741'STOVEPIPE.  THE DISK IS STAMPED TRILOBA MRC NO 2 1948 AND
 NM1741'PROJECTS 6 INCHES.
 NM1741'
 NM1741'TRIANGULATION STATION STARK WAS USED AS THE AZIMUTH MARK FOR
 NM1741'THIS STATION.  IT IS ABOUT 0.5 MILE NORTHWEST ON THE FIRST
 NM1741'HIGH RIDGE.
 NM1741'
 NM1741'TO REACH THE STATION FROM THE CROSS STREETS JUST NORTH OF
 NM1741'THE POST OFFICE IN PONCA, GO NORTH FOR 0.15 MILE TO A CROSS
 NM1741'STREET.  TURN RIGHT AND FOLLOW A DIRT ROAD FOR 1.75 MILES TO
 NM1741'A GATE ON THE LEFT, JUST AFTER PASSING A LARGE ELM TREE.
 NM1741'PASS THRU THE GATE AND GO NORTH ALONG THE WEST EDGE OF A
 NM1741'CULTIVATED FIELD, FOR 0.1 MILE.  TURN RIGHT AND FOLLOW ALONG THE
 NM1741'SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO A GULLY.  FROM HERE
 NM1741'PACK NORTH, UP THE RIDGE TO THE HIGHEST POINT AND THE STATION
 NM1741'AS DESCRIBED.
 NM1741'
 NM1741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0989 ***********************************************************************
 LG0989  HT_MOD      -  This is a Height Modernization Survey Station.
 LG0989  CBN         -  This is a Cooperative Base Network Control Station.
 LG0989  DESIGNATION -  TRINITY
 LG0989  PID         -  LG0989
 LG0989  STATE/COUNTY-  NE/LANCASTER
 LG0989  COUNTRY     -  US
 LG0989  USGS QUAD   -  EAGLE (2017)
 LG0989
 LG0989                         *CURRENT SURVEY CONTROL
 LG0989  ______________________________________________________________________
 LG0989* NAD 83(2011) POSITION- 40 46 10.69540(N) 096 29 32.41230(W)   ADJUSTED
 LG0989* NAD 83(2011) ELLIP HT-   392.350 (meters)        (06/27/12)   ADJUSTED
 LG0989* NAD 83(2011) EPOCH   -  2010.00
 LG0989* NAVD 88 ORTHO HEIGHT -   418.29  (meters)     1372.3   (feet) GPS OBS
 LG0989  ______________________________________________________________________
 LG0989  NAVD 88 orthometric height was determined with an earlier geoid model
 LG0989  GEOID HEIGHT    -        -25.923 (meters)                     GEOID18
 LG0989  NAD 83(2011) X  -   -546,992.693 (meters)                     COMP
 LG0989  NAD 83(2011) Y  - -4,806,608.890 (meters)                     COMP
 LG0989  NAD 83(2011) Z  -  4,143,338.646 (meters)                     COMP
 LG0989  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 LG0989
 LG0989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0989  Standards:
 LG0989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0989  -------------------------------------------------------------------
 LG0989  NETWORK    0.44   0.69           0.20   0.15   0.35     -0.00159636
 LG0989  -------------------------------------------------------------------
 LG0989  Click here for local accuracies and other accuracy information.
 LG0989
 LG0989.The horizontal coordinates were established by GPS observations
 LG0989.and adjusted by the National Geodetic Survey in June 2012.
 LG0989
 LG0989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0989.been affixed to the stable North American tectonic plate. See 
 LG0989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0989
 LG0989.The horizontal coordinates are valid at the epoch date displayed above
 LG0989.which is a decimal equivalence of Year/Month/Day.
 LG0989
 LG0989.The orthometric height was determined by GPS observations and a
 LG0989.high-resolution geoid model using precise GPS observation and
 LG0989.processing techniques.
 LG0989
 LG0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0989.GEOID18 height accuracy estimate available here.
 LG0989
 LG0989.Click photographs - Photos may exist for this station.
 LG0989
 LG0989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0989
 LG0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0989
 LG0989.The ellipsoidal height was determined by GPS observations
 LG0989.and is referenced to NAD 83.
 LG0989
 LG0989. The following values were computed from the NAD 83(2011) position.
 LG0989
 LG0989;                    North         East     Units Scale Factor Converg.
 LG0989;SPC NE       -   109,960.960   795,984.942   MT  0.99974051   +2 19 28.3
 LG0989;SPC NE       -   360,763.58  2,611,493.93   sFT  0.99974051   +2 19 28.3
 LG0989;UTM  14      - 4,516,210.630   711,640.957   MT  1.00015135   +1 38 17.4
 LG0989
 LG0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0989!SPC NE       -   0.99993846  x   0.99974051  =   0.99967898
 LG0989!UTM  14      -   0.99993846  x   1.00015135  =   1.00008980
 LG0989
 LG0989:                Primary Azimuth Mark                     Grid Az
 LG0989:SPC NE       -  BENNET RESET                             188 15 41.2
 LG0989:UTM  14      -  BENNET RESET                             188 56 52.1
 LG0989
 LG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1164016210(NAD 83)
 LG0989
 LG0989|---------------------------------------------------------------------|
 LG0989| PID    Reference Object                     Distance      Geod. Az  |
 LG0989|                                                           dddmmss.s |
 LG0989| LG0991 EAGLE MUNICIPAL TANK                APPROX. 7.4 KM 0441853.7 |
 LG0989| CL7752 TRINITY RM 1                         22.464 METERS 19029     |
 LG0989| LG1141 BENNET RESET                        APPROX. 6.7 KM 1903509.5 |
 LG0989| CL7750 TRINITY AZ MK                                      2442445.1 |
 LG0989| CL7753 TRINITY RM 2                         23.040 METERS 35250     |
 LG0989|---------------------------------------------------------------------|
 LG0989
 LG0989                          SUPERSEDED SURVEY CONTROL
 LG0989
 LG0989  NAD 83(2007)-  40 46 10.69539(N)    096 29 32.41285(W) AD(2002.00) 0
 LG0989  ELLIP H (02/10/07)  392.370  (m)                       GP(2002.00)    
 LG0989  ELLIP H (03/30/05)  392.333  (m)                       GP(       ) 3 1
 LG0989  ELLIP H (07/10/01)  392.380  (m)                       GP(       ) 4 1
 LG0989  NAD 83(1995)-  40 46 10.69543(N)    096 29 32.41217(W) AD(       ) B
 LG0989  ELLIP H (06/25/96)  392.428  (m)                       GP(       ) 1 1
 LG0989  NAD 83(1986)-  40 46 10.70626(N)    096 29 32.40968(W) AD(       ) 2
 LG0989  NAD 27      -  40 46 10.70673(N)    096 29 31.36921(W) AD(       ) 2
 LG0989  NAVD 88 (06/25/96)  418.4    (m)  GEOID93  model used  GPS OBS        
 LG0989
 LG0989.Superseded values are not recommended for survey control.
 LG0989
 LG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0989.See file dsdata.pdf to determine how the superseded data were derived.
 LG0989
 LG0989_MARKER: DS = TRIANGULATION STATION DISK
 LG0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0989_STAMPING: TRINITY 1961
 LG0989_MARK LOGO: CGS
 LG0989_PROJECTION: FLUSH
 LG0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0989+STABILITY: SURFACE MOTION
 LG0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0989+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 LG0989
 LG0989  HISTORY     - Date     Condition        Report By
 LG0989  HISTORY     - 1961     MONUMENTED       CGS
 LG0989  HISTORY     - 1962     GOOD             CGS
 LG0989  HISTORY     - 19950818 GOOD             NE-109
 LG0989  HISTORY     - 20000605 GOOD             NEDR
 LG0989  HISTORY     - 2002     GOOD             NEDR
 LG0989  HISTORY     - 20161209 GOOD             WOOLPT
 LG0989  HISTORY     - 20181218 GOOD             NEGS
 LG0989
 LG0989                          STATION DESCRIPTION
 LG0989
 LG0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0989'THE STATION IS 6 MILES NORTH OF BENNET AND 5 MILES SOUTHWEST OF
 LG0989'EAGLE, ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST ROAD.
 LG0989'
 LG0989'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 34 AND
 LG0989'HIGHWAY 43, AT THE EAST EDGE OF EAGLE, DRIVE WEST ON U.S.
 LG0989'HIGHWAY 34 FOR 4.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO SOUTH
 LG0989'FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO EAST FOR 0.5
 LG0989'MILE TO THE TOP OF A RISE AND THE STATION ON THE LEFT.
 LG0989'
 LG0989'SURFACE-STATION MARK, A STANDARD DISK STAMPED TRINITY 1961, IS SET
 LG0989'IN THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT FLUSH WITH
 LG0989'THE SURFACE OF THE GROUND.  IT IS 37.0 FEET NORTH OF THE CENTER OF
 LG0989'THE ROAD, 11.0 FEET EAST OF A NORTH-SOUTH FENCE AND 10.0 FEET
 LG0989'EAST OF A METAL WITNESS POST WITH SIGN.
 LG0989'
 LG0989'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED TRINITY 1961,
 LG0989'IS SET IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE
 LG0989'SURFACE OF THE GROUND.
 LG0989'
 LG0989'REFERENCE MARK 1, A STANDARD DISK STAMPED TRINITY NO 1 1961,
 LG0989'IS SET IN THE TOP OF A 10 INCHES SQUARE CONCRETE MONUMENT WHICH IS
 LG0989'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 32.0 FEET SOUTH
 LG0989'OF THE CENTER OF THE ROAD, 9.0 FEET EAST OF THE CENTER OF AN
 LG0989'ENTRANCE DRIVE LEADING INTO A FIELD AND 1.5 FEET WEST OF A
 LG0989'POWERLINE POLE.
 LG0989'
 LG0989'REFERENCE MARK 2, A STANDARD DISK STAMPED TRINITY NO 2 1961, IS SET
 LG0989'IN THE TOP OF A 10 INCHES SQUARE CONCRETE MONUMENT PROJECTING
 LG0989'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 8.0 FEET EAST OF A DIM
 LG0989'NORTH-SOUTH FARM ROAD AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.
 LG0989'
 LG0989'THE AZIMUTH MARK, A STANDARD DISK STAMPED TRINITY 1961, IS SET
 LG0989'IN THE TOP OF A 10 INCHES SQUARE CONCRETE MONUMENT PROJECTING 2
 LG0989'INCHES ABOVE THE GROUND SURFACE.  IT IS 25.0 FEET WEST OF THE
 LG0989'CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 2.0 FEET SOUTH OF A
 LG0989'METAL WITNESS POST WITH SIGN.
 LG0989'
 LG0989'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON THE
 LG0989'GRAVELED ROAD FOR 0.5 MILE TO A CROSS ROAD.  TURN LEFT AND CONTINUE
 LG0989'SOUTH FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LG0989
 LG0989                          STATION RECOVERY (1962)
 LG0989
 LG0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0989'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0989'GOOD CONDITION.  ROAD CONSTRUCTION ALONG THE RIGHT-OF-WAY WHERE
 LG0989'THE AZIMUTH MARK WAS PLACED WILL DESTROY IT, SO IT WAS MOVED
 LG0989'ON LINE AWAY FROM THE STATION, A DISTANCE OF 16 FEET.  THE
 LG0989'ORIGINAL DESCRIPTION IS ADEQUATE, SO A SHORT DESCRIPTION OF THE
 LG0989'AZIMUTH MARK FOLLOWS.
 LG0989'
 LG0989'AZIMUTH MARK (RESET) IS 0.6 MILE WEST-SOUTHWEST OF THE STATION,
 LG0989'75 FEET SOUTH OF THE CENTER OF FARM DRIVEWAY, 60 FEET SOUTH OF REA
 LG0989'POWER POLE, 33 FEET WEST OF THE CENTER OF GRADED ROAD, AND 1 FOOT
 LG0989'WEST OF A STEEL WITNESS POST.  THE MARK PROJECTS 10 INCHES AND
 LG0989'THE DISK IS STAMPED TRINITY 1961 RESET 1962.
 LG0989'
 LG0989'NOTE- THIS AZIMUTH MARK SHOULD HAVE BEEN SET BACK ON LINE WITH THE
 LG0989'RED POWER POLES ORIGINALLY.
 LG0989
 LG0989                          STATION RECOVERY (1995)
 LG0989
 LG0989'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG0989'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 6 MI (9.7 KM)
 LG0989'NORTH OF BENNET, 5 MI (8.0 KM) SOUTHWEST OF EAGLE, 4 MI (6.4 KM)
 LG0989'SOUTHEAST OF WALTON, NEAR THE SOUTH 1/4 CORNER, SEC2, T9N, R8E AND ON
 LG0989'THE NORTH RIGHT-OF-WAY OF PIONEERS BOULEVARD.  TO REACH THE MARK FROM
 LG0989'THE JUNCTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY 34 AT THE EAST EDGE
 LG0989'OF EAGLE, GO WEST ON HIGHWAY 34 FOR 4.0 MI (6.4 KM) TO A GRAVELED
 LG0989'CROSSROAD.  TURN LEFT AND GO SOUTH ON SOUTH 162ND STREET FOR 3.0 MI
 LG0989'(4.8 KM) TO A CROSSROAD.  TURN LEFT AND GO ON PIONEERS BOULEVARD FOR
 LG0989'0.5 MI (0.8 KM) TO THE MARK ON THE LEFT, ATOP A LOW RISE, AT A FIELD
 LG0989'ENTRANCE.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LG0989'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73.5 FT (22.4 M)
 LG0989'NORTH-NORTHWEST OF A UTILITY POLE, 38.0 FT (11.6 M) NORTH OF THE
 LG0989'CENTERLINE OF PIONEERS BOULEVARD, 39.29 FT (11.98 M) NORTH-NORTHEAST
 LG0989'OF THE SOUTH 1/4 CORNER, SEC2, T9N, R8E, 14 FT (4.3 M) EAST OF THE
 LG0989'CENTERLINE OF THE FIELD DRIVE, 10 FT (3.0 M) EAST OF A NORTH-SOUTH
 LG0989'FENCE, 10.5 FT (3.2 M) EAST OF A WITNESS POST, 73.53 FT (22.41 M)
 LG0989'NORTH-NORTHEAST OF REFERENCE MARK 1 AND 75.66 FT (23.06 M)
 LG0989'SOUTH-SOUTHEAST OF REFERENCE MARK 2.
 LG0989
 LG0989                          STATION RECOVERY (2000)
 LG0989
 LG0989'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0989'RECOVERED AS DESCRIBED.
 LG0989
 LG0989                          STATION RECOVERY (2002)
 LG0989
 LG0989'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0989'RECOVERED AS DESCRIBED.
 LG0989
 LG0989                          STATION RECOVERY (2016)
 LG0989
 LG0989'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 LG0989'RECOVERED IN GOOD CONDITION.
 LG0989
 LG0989                          STATION RECOVERY (2018)
 LG0989
 LG0989'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (DM)
 LG0989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0509 ***********************************************************************
 LJ0509  DESIGNATION -  TRINITY LUTH CH STEEPLE
 LJ0509  PID         -  LJ0509
 LJ0509  STATE/COUNTY-  NE/PERKINS
 LJ0509  COUNTRY     -  US
 LJ0509  USGS QUAD   -  WILD HORSE SPRING (2017)
 LJ0509
 LJ0509                         *CURRENT SURVEY CONTROL
 LJ0509  ______________________________________________________________________
 LJ0509* NAD 83(1995) POSITION- 40 57 35.29334(N) 101 44 51.34822(W)   ADJUSTED
 LJ0509  ______________________________________________________________________
 LJ0509  GEOID HEIGHT    -        -21.208 (meters)                     GEOID18
 LJ0509  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 LJ0509  HORZ ORDER      -  THIRD
 LJ0509
 LJ0509.The horizontal coordinates were established by classical geodetic methods
 LJ0509.and adjusted by the National Geodetic Survey in August 1997.
 LJ0509
 LJ0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0509.GEOID18 height accuracy estimate available here.
 LJ0509
 LJ0509.Click photographs - Photos may exist for this station.
 LJ0509
 LJ0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0509
 LJ0509. The following values were computed from the NAD 83(1995) position.
 LJ0509
 LJ0509;                    North         East     Units Scale Factor Converg.
 LJ0509;SPC NE       -   126,554.736   352,929.943   MT  0.99970370   -1 09 29.3
 LJ0509;SPC NE       -   415,205.00  1,157,904.32   sFT  0.99970370   -1 09 29.3
 LJ0509;UTM  14      - 4,537,930.844   268,769.957   MT  1.00025812   -1 48 06.9
 LJ0509
 LJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6876937930(NAD 83)
 LJ0509
 LJ0509                          SUPERSEDED SURVEY CONTROL
 LJ0509
 LJ0509  NAD 83(1986)-  40 57 35.29365(N)    101 44 51.34913(W) AD(       ) 3
 LJ0509  NAD 27      -  40 57 35.30800(N)    101 44 49.72500(W) AD(       ) 3
 LJ0509
 LJ0509.Superseded values are not recommended for survey control.
 LJ0509
 LJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0509.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0509
 LJ0509_MARKER: 90 = CHURCH SPIRE
 LJ0509_MARK LOGO: CGS
 LJ0509
 LJ0509  HISTORY     - Date     Condition        Report By
 LJ0509  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0509  HISTORY     - 19820804 GOOD             NGS
 LJ0509
 LJ0509                          STATION DESCRIPTION
 LJ0509
 LJ0509'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0742 ***********************************************************************
 LF0742  DESIGNATION -  TT 1 C
 LF0742  PID         -  LF0742
 LF0742  STATE/COUNTY-  NE/NEMAHA
 LF0742  COUNTRY     -  US
 LF0742  USGS QUAD   -  AUBURN (2017)
 LF0742
 LF0742                         *CURRENT SURVEY CONTROL
 LF0742  ______________________________________________________________________
 LF0742* NAD 83(1986) POSITION- 40 23 33.53   (N) 095 49 38.90   (W)   HD_HELD1
 LF0742* NAVD 88 ORTHO HEIGHT -   279.545 (meters)      917.14  (feet) ADJUSTED
 LF0742  ______________________________________________________________________
 LF0742  GEOID HEIGHT    -        -29.583 (meters)                     GEOID18
 LF0742  DYNAMIC HEIGHT  -        279.398 (meters)      916.66  (feet) COMP
 LF0742  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 LF0742
 LF0742  VERT ORDER      -  SECOND    CLASS 0
 LF0742
 LF0742.The horizontal coordinates were determined by differentially corrected
 LF0742.hand held GPS observations or other comparable positioning techniques
 LF0742.and have an estimated accuracy of +/- 3 meters.
 LF0742
 LF0742.The orthometric height was determined by differential leveling and
 LF0742.adjusted by the NATIONAL GEODETIC SURVEY
 LF0742.in June 1991.
 LF0742
 LF0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0742.GEOID18 height accuracy estimate available here.
 LF0742
 LF0742.Click photographs - Photos may exist for this station.
 LF0742
 LF0742.The dynamic height is computed by dividing the NAVD 88
 LF0742.geopotential number by the normal gravity value computed on the
 LF0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0742.degrees latitude (g = 980.6199 gals.).
 LF0742
 LF0742.The modeled gravity was interpolated from observed gravity values.
 LF0742
 LF0742;                    North         East    Units  Estimated Accuracy
 LF0742;SPC NE       -    70,647.0     854,066.8     MT  (+/- 3 meters HH1 GPS) 
 LF0742
 LF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6002075177(NAD 83)
 LF0742
 LF0742                          SUPERSEDED SURVEY CONTROL
 LF0742
 LF0742  NGVD 29 (??/??/92)  279.462  (m)          916.87   (f) ADJ UNCH    2 0
 LF0742
 LF0742.Superseded values are not recommended for survey control.
 LF0742
 LF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0742.See file dsdata.pdf to determine how the superseded data were derived.
 LF0742
 LF0742_MARKER: DD = SURVEY DISK
 LF0742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0742_SP_SET: CULVERT HEADWALL
 LF0742_STAMPING: TT 1 C 1935
 LF0742_MARK LOGO: USGS
 LF0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0742+STABILITY: SURFACE MOTION
 LF0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0742+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 LF0742
 LF0742  HISTORY     - Date     Condition        Report By
 LF0742  HISTORY     - 1935     MONUMENTED       USGS
 LF0742  HISTORY     - 1947     GOOD             CGS
 LF0742  HISTORY     - 1974     GOOD             NGS
 LF0742  HISTORY     - 20130619 GOOD             JEOCON
 LF0742
 LF0742                          STATION DESCRIPTION
 LF0742
 LF0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0742'0.4 MI SE FROM AUBURN.
 LF0742'0.4 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0742'STATION AT AUBURN, AT THE CROSSING OF STATE HIGHWAY NO. 3, 67.0
 LF0742'FEET SOUTH OF THE INTERSECTION OF THE CENTER LINES OF THE MAIN
 LF0742'TRACK AND THE HIGHWAY, 22.1 FEET SOUTHWEST OF THE SOUTHWEST
 LF0742'RAIL OF THE MAIN TRACK, 9.0 FEET SOUTHWEST OF THE SOUTHWEST
 LF0742'RAIL OF A SIDE TRACK, A U.S. GEOLOGICAL SURVEY BRONZE DISK SET
 LF0742'IN THE CENTER AND TOP OF THE SOUTHWEST HEAD WALL OF A 4X10 FOOT
 LF0742'DOUBLE PASSAGE CONCRETE CULVERT UNDER THE TRACK AND ABOUT THE
 LF0742'SAME ELEVATION AS THE TRACK.
 LF0742
 LF0742                          STATION RECOVERY (1974)
 LF0742
 LF0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0742'RECOVERED IN GOOD CONDITION.
 LF0742
 LF0742                          STATION RECOVERY (2013)
 LF0742
 LF0742'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0981 ***********************************************************************
 ML0981  DESIGNATION -  TT 10 WM
 ML0981  PID         -  ML0981
 ML0981  STATE/COUNTY-  NE/BLAINE
 ML0981  COUNTRY     -  US
 ML0981  USGS QUAD   -  BREWSTER SE (2017)
 ML0981
 ML0981                         *CURRENT SURVEY CONTROL
 ML0981  ______________________________________________________________________
 ML0981* NAD 83(1986) POSITION- 41 51 22.     (N) 099 48 57.     (W)   SCALED
 ML0981* NAVD 88 ORTHO HEIGHT -   789.864 (meters)     2591.41  (feet) ADJUSTED
 ML0981  ______________________________________________________________________
 ML0981  GEOID HEIGHT    -        -22.453 (meters)                     GEOID18
 ML0981  DYNAMIC HEIGHT  -        789.477 (meters)     2590.14  (feet) COMP
 ML0981  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 ML0981
 ML0981  VERT ORDER      -  SECOND    CLASS 0
 ML0981
 ML0981.The horizontal coordinates were scaled from a map and have
 ML0981.an estimated accuracy of +/- 6 seconds.
 ML0981
 ML0981.The orthometric height was determined by differential leveling and
 ML0981.adjusted by the NATIONAL GEODETIC SURVEY
 ML0981.in June 1991.
 ML0981
 ML0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0981.GEOID18 height accuracy estimate available here.
 ML0981
 ML0981.Click photographs - Photos may exist for this station.
 ML0981
 ML0981.The dynamic height is computed by dividing the NAVD 88
 ML0981.geopotential number by the normal gravity value computed on the
 ML0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0981.degrees latitude (g = 980.6199 gals.).
 ML0981
 ML0981.The modeled gravity was interpolated from observed gravity values.
 ML0981
 ML0981;                    North         East    Units  Estimated Accuracy
 ML0981;SPC NE       -   224,600.      515,290.      MT  (+/- 180 meters Scaled)
 ML0981
 ML0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM322341(NAD 83)
 ML0981
 ML0981                          SUPERSEDED SURVEY CONTROL
 ML0981
 ML0981  NGVD 29 (??/??/92)  789.583  (m)         2590.49   (f) ADJ UNCH    2 0
 ML0981
 ML0981.Superseded values are not recommended for survey control.
 ML0981
 ML0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0981.See file dsdata.pdf to determine how the superseded data were derived.
 ML0981
 ML0981_MARKER: DD = SURVEY DISK
 ML0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0981_STAMPING: TT 10 WM 1949
 ML0981_MARK LOGO: USGS
 ML0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0981+STABILITY: SURFACE MOTION
 ML0981
 ML0981  HISTORY     - Date     Condition        Report By
 ML0981  HISTORY     - 1949     MONUMENTED       USGS
 ML0981  HISTORY     - 1950     GOOD             CGS
 ML0981
 ML0981                          STATION DESCRIPTION
 ML0981
 ML0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0981'14.5 MI NW FROM MILBURN.
 ML0981'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0981'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0981'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE
 ML0981'1.3 MILES EAST ALONG A SAND ROAD, 26 FEET NORTH OF THE CENTER
 ML0981'LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 2 FEET SOUTHWEST OF A
 ML0981'TELEPHONE POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 ML0981'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0456 ***********************************************************************
 LJ0456  DESIGNATION -  TT 103 EV
 LJ0456  PID         -  LJ0456
 LJ0456  STATE/COUNTY-  NE/RED WILLOW
 LJ0456  COUNTRY     -  US
 LJ0456  USGS QUAD   -  MCCOOK SW (2017)
 LJ0456
 LJ0456                         *CURRENT SURVEY CONTROL
 LJ0456  ______________________________________________________________________
 LJ0456* NAD 83(1995) POSITION- 40 06 03.67772(N) 100 43 54.32587(W)   ADJUSTED
 LJ0456* NAVD 88 ORTHO HEIGHT -   844.24  (+/-2cm)     2769.8   (feet) VERTCON
 LJ0456  ______________________________________________________________________
 LJ0456  GEOID HEIGHT    -        -24.061 (meters)                     GEOID18
 LJ0456  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LJ0456  HORZ ORDER      -  THIRD
 LJ0456  VERT ORDER      -  THIRD ? (See Below)
 LJ0456
 LJ0456.The horizontal coordinates were established by classical geodetic methods
 LJ0456.and adjusted by the National Geodetic Survey in August 1997.
 LJ0456
 LJ0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0456
 LJ0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0456.GEOID18 height accuracy estimate available here.
 LJ0456
 LJ0456.The vertical order pertains to the NGVD 29 superseded value.
 LJ0456
 LJ0456.Click photographs - Photos may exist for this station.
 LJ0456
 LJ0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0456
 LJ0456. The following values were computed from the NAD 83(1995) position.
 LJ0456
 LJ0456;                    North         East     Units Scale Factor Converg.
 LJ0456;SPC NE       -    29,987.004   437,608.111   MT  0.99995587   -0 29 05.8
 LJ0456;SPC NE       -    98,382.36  1,435,719.28   sFT  0.99995587   -0 29 05.8
 LJ0456;UTM  14      - 4,440,406.852   352,391.921   MT  0.99986822   -1 06 56.5
 LJ0456
 LJ0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0456!SPC NE       -   0.99987135  x   0.99995587  =   0.99982723
 LJ0456!UTM  14      -   0.99987135  x   0.99986822  =   0.99973959
 LJ0456
 LJ0456:                Primary Azimuth Mark                     Grid Az
 LJ0456:SPC NE       -  TT 103 EV AZ MK                          007 50 14.3
 LJ0456:UTM  14      -  TT 103 EV AZ MK                          008 28 05.0
 LJ0456
 LJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5239140406(NAD 83)
 LJ0456
 LJ0456|---------------------------------------------------------------------|
 LJ0456| PID    Reference Object                     Distance      Geod. Az  |
 LJ0456|                                                           dddmmss.s |
 LJ0456| CO2610 TT 103 EV AZ MK                                    0072108.5 |
 LJ0456| LJ0453 MC COOK MUNICIPAL TANK              APPROX.15.2 KM 0390422.1 |
 LJ0456| CO2611 TT 103 EV RM 1                       14.525 METERS 23646     |
 LJ0456| CO2612 TT 103 EV RM 2                       14.703 METERS 35953     |
 LJ0456|---------------------------------------------------------------------|
 LJ0456
 LJ0456                          SUPERSEDED SURVEY CONTROL
 LJ0456
 LJ0456  NAD 83(1986)-  40 06 03.68154(N)    100 43 54.33102(W) AD(       ) 3
 LJ0456  NAD 27      -  40 06 03.67359(N)    100 43 52.77374(W) AD(       ) 3
 LJ0456  NGVD 29             843.91   (m)         2768.7    (f) LEVELING    3  
 LJ0456
 LJ0456.Superseded values are not recommended for survey control.
 LJ0456
 LJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0456.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0456
 LJ0456_MARKER: DB = BENCH MARK DISK
 LJ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0456_STAMPING: TT 103 EV 2769 1949
 LJ0456_MARK LOGO: USGS
 LJ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0456+STABILITY: SURFACE MOTION
 LJ0456
 LJ0456  HISTORY     - Date     Condition        Report By
 LJ0456  HISTORY     - 1949     MONUMENTED       USGS
 LJ0456  HISTORY     - 1951     GOOD             CGS
 LJ0456  HISTORY     - 1968     GOOD             CGS
 LJ0456
 LJ0456                          STATION DESCRIPTION
 LJ0456
 LJ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0456'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF MC COOK,
 LJ0456'49 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 27 FEET
 LJ0456'NORTH OF A T FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 LJ0456'FENCE LINE.
 LJ0456'
 LJ0456'A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR THE STATION.
 LJ0456'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 LJ0456'THE TOP OF A 7 INCH SQUARE CONCRETE POST.  IT IS STAMPED TT
 LJ0456'103 EV 2769 1949 AND PROJECTS 5 INCHES.
 LJ0456'
 LJ0456'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTER OF DIRT
 LJ0456'ROAD, 17 FEET WEST OF THE WEST END OF A WIRE GATE, 15 FEET
 LJ0456'EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 LJ0456'LINE.  IT IS STAMPED TT 103 EV USGS NO 1 1951 AND PROJECTS
 LJ0456'5 INCHES.
 LJ0456'
 LJ0456'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF A
 LJ0456'NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 LJ0456'LINE.  IT IS STAMPED TT 103 EV USGS NO 2 1951 AND PROJECTS
 LJ0456'5 INCHES.
 LJ0456'
 LJ0456'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0456'NO. 2 IS 84.3 FEET.
 LJ0456'
 LJ0456'THE AZIMUTH MARK IS LOCATED 62 FEET SOUTH OF A T FENCE CORNER,
 LJ0456'36 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 1
 LJ0456'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED TT 103
 LJ0456'EV USGS 1951 AND PROJECTS 4 INCHES.
 LJ0456'
 LJ0456'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0456'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND
 LJ0456'83.  TURN LEFT AND GO EAST ON THE HIGHWAYS FOR 0.4 MILE TO THE
 LJ0456'POINT WHERE U.S. HIGHWAY 83 TURNS SOUTH, TURN RIGHT AND GO
 LJ0456'SOUTH ON U.S. HIGHWAY 83 FOR 2.0 MILES TO A CROSSROAD.  TURN
 LJ0456'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.5 MILES TO A T
 LJ0456'ROAD INTERSECTION, TURN LEFT AND GO SOUTH ON A GRAVELED
 LJ0456'ROAD FOR 0.5 MILE TO A CROSSROAD AND A RED BRICK SCHOOLHOUSE
 LJ0456'IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO WESTERLY ON A
 LJ0456'GRAVELED ROAD FOR 3.8 MILES TO A CROSSROAD, TURN LEFT AND GO
 LJ0456'SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A T ROAD
 LJ0456'INTERSECTION.  TURN RIGHT AND GO WEST AND SOUTH ON A
 LJ0456'GRAVELED ROAD FOR 0.75 MILE TO A T ROAD RIGHT, CONTINUE
 LJ0456'SOUTH ON A DIRT ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 LJ0456'LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.6 MILE TO THE POINT
 LJ0456'WHERE THE ROAD CURVES TO THE RIGHT AND THE STATION ON THE
 LJ0456'LEFT AS DESCRIBED.
 LJ0456
 LJ0456                          STATION RECOVERY (1968)
 LJ0456
 LJ0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0456'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LJ0456'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1951
 LJ0456'DESCRIPTION AND WERE FOUND IN GOOD CONDITION.  THE TO REACH
 LJ0456'WAS FOUND ADEQUATE FOR RECOVERY.
 LJ0456'
 LJ0456'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LJ0456'
 LJ0456'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 LJ0456'
 LJ0456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 LJ0456'MILES SOUTHWEST OF MC COOK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0933 ***********************************************************************
 MJ0933  DESIGNATION -  TT 1064
 MJ0933  PID         -  MJ0933
 MJ0933  STATE/COUNTY-  NE/CASS
 MJ0933  COUNTRY     -  US
 MJ0933  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0933
 MJ0933                         *CURRENT SURVEY CONTROL
 MJ0933  ______________________________________________________________________
 MJ0933* NAD 83(1986) POSITION- 41 00 08.     (N) 095 56 57.     (W)   SCALED
 MJ0933* NAVD 88 ORTHO HEIGHT -   324.576 (meters)     1064.88  (feet) ADJUSTED
 MJ0933  ______________________________________________________________________
 MJ0933  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 MJ0933  DYNAMIC HEIGHT  -        324.441 (meters)     1064.44  (feet) COMP
 MJ0933  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 MJ0933
 MJ0933  VERT ORDER      -  SECOND    CLASS 0
 MJ0933
 MJ0933.The horizontal coordinates were scaled from a map and have
 MJ0933.an estimated accuracy of +/- 6 seconds.
 MJ0933
 MJ0933.The orthometric height was determined by differential leveling and
 MJ0933.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0933.in June 1991.
 MJ0933
 MJ0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0933.GEOID18 height accuracy estimate available here.
 MJ0933
 MJ0933.Click photographs - Photos may exist for this station.
 MJ0933
 MJ0933.The dynamic height is computed by dividing the NAVD 88
 MJ0933.geopotential number by the normal gravity value computed on the
 MJ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0933.degrees latitude (g = 980.6199 gals.).
 MJ0933
 MJ0933.The modeled gravity was interpolated from observed gravity values.
 MJ0933
 MJ0933;                    North         East    Units  Estimated Accuracy
 MJ0933;SPC NE       -   137,760.      840,580.      MT  (+/- 180 meters Scaled)
 MJ0933
 MJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF519431(NAD 83)
 MJ0933
 MJ0933                          SUPERSEDED SURVEY CONTROL
 MJ0933
 MJ0933.No superseded survey control is available for this station.
 MJ0933
 MJ0933_MARKER: DB = BENCH MARK DISK
 MJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0933_STAMPING: TT 1064 1934
 MJ0933_MARK LOGO: USGS
 MJ0933_PROJECTION: FLUSH
 MJ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0933+STABILITY: SURFACE MOTION
 MJ0933
 MJ0933  HISTORY     - Date     Condition        Report By
 MJ0933  HISTORY     - 1934     MONUMENTED       USGS
 MJ0933  HISTORY     - 1949     GOOD             CGS
 MJ0933  HISTORY     - 1975     GOOD             LOCSUR
 MJ0933
 MJ0933                          STATION DESCRIPTION
 MJ0933
 MJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0933'3.8 MI SW FROM PLATTSMOUTH.
 MJ0933'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0933'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAYS 75 AND 73,
 MJ0933'THENCE 2.8 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD,
 MJ0933'AT A RED BRICK SCHOOLHOUSE, 66 FEET EAST OF THE CENTER LINE OF A
 MJ0933'DIRT ROAD LEADING SOUTH, 38 FEET EAST OF A POWER POLE, 29 FEET
 MJ0933'NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 1 FOOT SOUTH OF
 MJ0933'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0933'WITH THE GROUND.
 MJ0933
 MJ0933                          STATION RECOVERY (1975)
 MJ0933
 MJ0933'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0933'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0979 ***********************************************************************
 ML0979  DESIGNATION -  TT 11 WM
 ML0979  PID         -  ML0979
 ML0979  STATE/COUNTY-  NE/BLAINE
 ML0979  COUNTRY     -  US
 ML0979  USGS QUAD   -  BREWSTER SE (2017)
 ML0979
 ML0979                         *CURRENT SURVEY CONTROL
 ML0979  ______________________________________________________________________
 ML0979* NAD 83(1986) POSITION- 41 51 19.     (N) 099 47 00.     (W)   SCALED
 ML0979* NAVD 88 ORTHO HEIGHT -   780.350 (meters)     2560.20  (feet) ADJUSTED
 ML0979  ______________________________________________________________________
 ML0979  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 ML0979  DYNAMIC HEIGHT  -        779.969 (meters)     2558.95  (feet) COMP
 ML0979  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 ML0979
 ML0979  VERT ORDER      -  SECOND    CLASS 0
 ML0979
 ML0979.The horizontal coordinates were scaled from a map and have
 ML0979.an estimated accuracy of +/- 6 seconds.
 ML0979
 ML0979.The orthometric height was determined by differential leveling and
 ML0979.adjusted by the NATIONAL GEODETIC SURVEY
 ML0979.in June 1991.
 ML0979
 ML0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0979.GEOID18 height accuracy estimate available here.
 ML0979
 ML0979.Click photographs - Photos may exist for this station.
 ML0979
 ML0979.The dynamic height is computed by dividing the NAVD 88
 ML0979.geopotential number by the normal gravity value computed on the
 ML0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0979.degrees latitude (g = 980.6199 gals.).
 ML0979
 ML0979.The modeled gravity was interpolated from observed gravity values.
 ML0979
 ML0979;                    North         East    Units  Estimated Accuracy
 ML0979;SPC NE       -   224,510.      517,990.      MT  (+/- 180 meters Scaled)
 ML0979
 ML0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM349340(NAD 83)
 ML0979
 ML0979                          SUPERSEDED SURVEY CONTROL
 ML0979
 ML0979  NGVD 29 (??/??/92)  780.071  (m)         2559.28   (f) ADJ UNCH    2 0
 ML0979
 ML0979.Superseded values are not recommended for survey control.
 ML0979
 ML0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0979.See file dsdata.pdf to determine how the superseded data were derived.
 ML0979
 ML0979_MARKER: DD = SURVEY DISK
 ML0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0979_STAMPING: TT 11 WM 1949
 ML0979_MARK LOGO: USGS
 ML0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0979+STABILITY: SURFACE MOTION
 ML0979
 ML0979  HISTORY     - Date     Condition        Report By
 ML0979  HISTORY     - 1949     MONUMENTED       USGS
 ML0979  HISTORY     - 1950     GOOD             CGS
 ML0979
 ML0979                          STATION DESCRIPTION
 ML0979
 ML0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0979'16.2 MI NW FROM MILBURN.
 ML0979'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0979'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0979'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE
 ML0979'3.0 MILES EAST ALONG A SAND ROAD, 300 FEET SOUTH OF A T ROAD
 ML0979'JUNCTION, 300 FEET SOUTH OF A CATTLE GUARD, ALONG A NORTH AND
 ML0979'SOUTH FENCE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 ML0979'FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 ML0979'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0979'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0927 ***********************************************************************
 ML0927  DESIGNATION -  TT 13 WM
 ML0927  PID         -  ML0927
 ML0927  STATE/COUNTY-  NE/BLAINE
 ML0927  COUNTRY     -  US
 ML0927  USGS QUAD   -  BREWSTER SE (2017)
 ML0927
 ML0927                         *CURRENT SURVEY CONTROL
 ML0927  ______________________________________________________________________
 ML0927* NAD 83(1986) POSITION- 41 50 44.     (N) 099 50 33.     (W)   SCALED
 ML0927* NAVD 88 ORTHO HEIGHT -   797.053 (meters)     2615.00  (feet) ADJUSTED
 ML0927  ______________________________________________________________________
 ML0927  GEOID HEIGHT    -        -22.424 (meters)                     GEOID18
 ML0927  DYNAMIC HEIGHT  -        796.662 (meters)     2613.72  (feet) COMP
 ML0927  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 ML0927
 ML0927  VERT ORDER      -  SECOND    CLASS 0
 ML0927
 ML0927.The horizontal coordinates were scaled from a map and have
 ML0927.an estimated accuracy of +/- 6 seconds.
 ML0927
 ML0927.The orthometric height was determined by differential leveling and
 ML0927.adjusted by the NATIONAL GEODETIC SURVEY
 ML0927.in June 1991.
 ML0927
 ML0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0927.GEOID18 height accuracy estimate available here.
 ML0927
 ML0927.Click photographs - Photos may exist for this station.
 ML0927
 ML0927.The dynamic height is computed by dividing the NAVD 88
 ML0927.geopotential number by the normal gravity value computed on the
 ML0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0927.degrees latitude (g = 980.6199 gals.).
 ML0927
 ML0927.The modeled gravity was interpolated from observed gravity values.
 ML0927
 ML0927;                    North         East    Units  Estimated Accuracy
 ML0927;SPC NE       -   223,420.      513,080.      MT  (+/- 180 meters Scaled)
 ML0927
 ML0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM300329(NAD 83)
 ML0927
 ML0927                          SUPERSEDED SURVEY CONTROL
 ML0927
 ML0927  NGVD 29 (??/??/92)  796.771  (m)         2614.07   (f) ADJ UNCH    2 0
 ML0927
 ML0927.Superseded values are not recommended for survey control.
 ML0927
 ML0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0927.See file dsdata.pdf to determine how the superseded data were derived.
 ML0927
 ML0927_MARKER: DD = SURVEY DISK
 ML0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0927_STAMPING: TT 13 WM 1949
 ML0927_MARK LOGO: USGS
 ML0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0927+STABILITY: SURFACE MOTION
 ML0927
 ML0927  HISTORY     - Date     Condition        Report By
 ML0927  HISTORY     - 1949     MONUMENTED       USGS
 ML0927  HISTORY     - 1950     GOOD             CGS
 ML0927
 ML0927                          STATION DESCRIPTION
 ML0927
 ML0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0927'12.4 MI NW FROM MILBURN.
 ML0927'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0927'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0927'THENCE 5.6 MILES NORTHWEST ALONG A WINDING SAND ROAD, 275 FEET
 ML0927'EAST OF A CATTLE GUARD, ALONG THE SOUTH SIDE OF A TRIANGLE FORMED
 ML0927'BY A ROAD JUNCTION, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0927'AND WEST ROAD, 1 FOOT NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 ML0927'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 ML0927'ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.1 MILES EAST OF BENCH MARK
 ML0927'R 314.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1029 ***********************************************************************
 LH1029  DESIGNATION -  TT 134
 LH1029  PID         -  LH1029
 LH1029  STATE/COUNTY-  NE/FURNAS
 LH1029  COUNTRY     -  US
 LH1029  USGS QUAD   -  BEAVER CITY SW (2017)
 LH1029
 LH1029                         *CURRENT SURVEY CONTROL
 LH1029  ______________________________________________________________________
 LH1029* NAD 83(1995) POSITION- 40 03 43.75870(N) 099 59 14.33589(W)   ADJUSTED
 LH1029* NAVD 88 ORTHO HEIGHT -   734.    (meters)     2408.    (feet) SCALED
 LH1029  ______________________________________________________________________
 LH1029  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 LH1029  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 LH1029  HORZ ORDER      -  SECOND
 LH1029
 LH1029.The horizontal coordinates were established by classical geodetic methods
 LH1029.and adjusted by the National Geodetic Survey in August 1997.
 LH1029
 LH1029.The orthometric height was scaled from a topographic map.
 LH1029
 LH1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1029.GEOID18 height accuracy estimate available here.
 LH1029
 LH1029.Click photographs - Photos may exist for this station.
 LH1029
 LH1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1029
 LH1029. The following values were computed from the NAD 83(1995) position.
 LH1029
 LH1029;                    North         East     Units Scale Factor Converg.
 LH1029;SPC NE       -    25,407.628   501,082.164   MT  0.99997249   +0 00 30.3
 LH1029;SPC NE       -    83,358.19  1,643,967.07   sFT  0.99997249   +0 00 30.3
 LH1029;UTM  14      - 4,435,122.828   415,798.781   MT  0.99968728   -0 38 07.8
 LH1029
 LH1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1029!SPC NE       -   0.99988867  x   0.99997249  =   0.99986117
 LH1029!UTM  14      -   0.99988867  x   0.99968728  =   0.99957599
 LH1029
 LH1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1579835122(NAD 83)
 LH1029
 LH1029                          SUPERSEDED SURVEY CONTROL
 LH1029
 LH1029  NAD 83(1986)-  40 03 43.76356(N)    099 59 14.33926(W) AD(       ) 2
 LH1029  NAD 27      -  40 03 43.74200(N)    099 59 12.88000(W) AD(       ) 2
 LH1029
 LH1029.Superseded values are not recommended for survey control.
 LH1029
 LH1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1029.See file dsdata.pdf to determine how the superseded data were derived.
 LH1029
 LH1029_MARKER: DB = BENCH MARK DISK
 LH1029_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LH1029_STAMPING: TT 134 EV 1949
 LH1029_MARK LOGO: USGS
 LH1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1029
 LH1029  HISTORY     - Date     Condition        Report By
 LH1029  HISTORY     - 1949     MONUMENTED       USGS
 LH1029
 LH1029                          STATION DESCRIPTION
 LH1029
 LH1029'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (EV)
 LH1029'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE WEST OF
 LH1029'HENDLEY, ALONG A NORTH-SOUTH ROAD RIGHT-OF-WAY.  IT IS IN THE SW
 LH1029'1/4 OF SEC. 12, T. 1 N., R. 24 W.
 LH1029'
 LH1029'TT 134 (USGS) IS LOCATED 120.0 FEET NORTH OF THE
 LH1029'CENTER OF A FARM DRIVEWAY, 36.0 FEET WEST OF THE CENTER OF
 LH1029'A GRADED ROAD AND 8.0 FEET NORTH OF A TELEPHONE POLE.  IT
 LH1029'IS A STANDARD U.S.G.S. DISK SET IN A 6 INCH BY 6 INCH CONCRETE
 LH1029'POST PROJECTING 6 INCHES AND IS STAMPED TT 134 EV 1949.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0929 ***********************************************************************
 ML0929  DESIGNATION -  TT 14 WM
 ML0929  PID         -  ML0929
 ML0929  STATE/COUNTY-  NE/BLAINE
 ML0929  COUNTRY     -  US
 ML0929  USGS QUAD   -  BREWSTER SW (2017)
 ML0929
 ML0929                         *CURRENT SURVEY CONTROL
 ML0929  ______________________________________________________________________
 ML0929* NAD 83(1986) POSITION- 41 50 51.     (N) 099 52 50.     (W)   SCALED
 ML0929* NAVD 88 ORTHO HEIGHT -   777.117 (meters)     2549.59  (feet) ADJUSTED
 ML0929  ______________________________________________________________________
 ML0929  GEOID HEIGHT    -        -22.400 (meters)                     GEOID18
 ML0929  DYNAMIC HEIGHT  -        776.733 (meters)     2548.33  (feet) COMP
 ML0929  MODELED GRAVITY -    980,103.3   (mgal)                       NAVD 88
 ML0929
 ML0929  VERT ORDER      -  SECOND    CLASS 0
 ML0929
 ML0929.The horizontal coordinates were scaled from a map and have
 ML0929.an estimated accuracy of +/- 6 seconds.
 ML0929
 ML0929.The orthometric height was determined by differential leveling and
 ML0929.adjusted by the NATIONAL GEODETIC SURVEY
 ML0929.in June 1991.
 ML0929
 ML0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0929.GEOID18 height accuracy estimate available here.
 ML0929
 ML0929.Click photographs - Photos may exist for this station.
 ML0929
 ML0929.The dynamic height is computed by dividing the NAVD 88
 ML0929.geopotential number by the normal gravity value computed on the
 ML0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0929.degrees latitude (g = 980.6199 gals.).
 ML0929
 ML0929.The modeled gravity was interpolated from observed gravity values.
 ML0929
 ML0929;                    North         East    Units  Estimated Accuracy
 ML0929;SPC NE       -   223,630.      509,920.      MT  (+/- 180 meters Scaled)
 ML0929
 ML0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM269332(NAD 83)
 ML0929
 ML0929                          SUPERSEDED SURVEY CONTROL
 ML0929
 ML0929  NGVD 29 (??/??/92)  776.835  (m)         2548.67   (f) ADJ UNCH    2 0
 ML0929
 ML0929.Superseded values are not recommended for survey control.
 ML0929
 ML0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0929.See file dsdata.pdf to determine how the superseded data were derived.
 ML0929
 ML0929_MARKER: DD = SURVEY DISK
 ML0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0929_STAMPING: TT 14 WM 1949
 ML0929_MARK LOGO: USGS
 ML0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0929+STABILITY: SURFACE MOTION
 ML0929
 ML0929  HISTORY     - Date     Condition        Report By
 ML0929  HISTORY     - 1949     MONUMENTED       USGS
 ML0929  HISTORY     - 1950     GOOD             CGS
 ML0929
 ML0929                          STATION DESCRIPTION
 ML0929
 ML0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0929'12.4 MI NE FROM DUNNING.
 ML0929'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0929'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 9.9 MILES NORTHEAST
 ML0929'ALONG A WINDING SAND ROAD, ALONG A NORTH AND SOUTH FENCE, 244
 ML0929'FEET NORTH OF THE CENTER LINE OF THE ROAD AT A CATTLE GUARD, 1.6
 ML0929'FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0929'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0931 ***********************************************************************
 ML0931  DESIGNATION -  TT 15 WM
 ML0931  PID         -  ML0931
 ML0931  STATE/COUNTY-  NE/BLAINE
 ML0931  COUNTRY     -  US
 ML0931  USGS QUAD   -  BREWSTER SW (2017)
 ML0931
 ML0931                         *CURRENT SURVEY CONTROL
 ML0931  ______________________________________________________________________
 ML0931* NAD 83(1986) POSITION- 41 51 14.     (N) 099 55 06.     (W)   SCALED
 ML0931* NAVD 88 ORTHO HEIGHT -   781.450 (meters)     2563.81  (feet) ADJUSTED
 ML0931  ______________________________________________________________________
 ML0931  GEOID HEIGHT    -        -22.377 (meters)                     GEOID18
 ML0931  DYNAMIC HEIGHT  -        781.063 (meters)     2562.54  (feet) COMP
 ML0931  MODELED GRAVITY -    980,101.6   (mgal)                       NAVD 88
 ML0931
 ML0931  VERT ORDER      -  SECOND    CLASS 0
 ML0931
 ML0931.The horizontal coordinates were scaled from a map and have
 ML0931.an estimated accuracy of +/- 6 seconds.
 ML0931
 ML0931.The orthometric height was determined by differential leveling and
 ML0931.adjusted by the NATIONAL GEODETIC SURVEY
 ML0931.in June 1991.
 ML0931
 ML0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0931.GEOID18 height accuracy estimate available here.
 ML0931
 ML0931.Click photographs - Photos may exist for this station.
 ML0931
 ML0931.The dynamic height is computed by dividing the NAVD 88
 ML0931.geopotential number by the normal gravity value computed on the
 ML0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0931.degrees latitude (g = 980.6199 gals.).
 ML0931
 ML0931.The modeled gravity was interpolated from observed gravity values.
 ML0931
 ML0931;                    North         East    Units  Estimated Accuracy
 ML0931;SPC NE       -   224,340.      506,780.      MT  (+/- 180 meters Scaled)
 ML0931
 ML0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM237339(NAD 83)
 ML0931
 ML0931                          SUPERSEDED SURVEY CONTROL
 ML0931
 ML0931  NGVD 29 (??/??/92)  781.166  (m)         2562.88   (f) ADJ UNCH    2 0
 ML0931
 ML0931.Superseded values are not recommended for survey control.
 ML0931
 ML0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0931.See file dsdata.pdf to determine how the superseded data were derived.
 ML0931
 ML0931_MARKER: DD = SURVEY DISK
 ML0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0931_STAMPING: TT 15 WM 1949
 ML0931_MARK LOGO: USGS
 ML0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0931+STABILITY: SURFACE MOTION
 ML0931
 ML0931  HISTORY     - Date     Condition        Report By
 ML0931  HISTORY     - 1949     MONUMENTED       USGS
 ML0931  HISTORY     - 1950     GOOD             CGS
 ML0931
 ML0931                          STATION DESCRIPTION
 ML0931
 ML0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0931'10.4 MI NE FROM DUNNING.
 ML0931'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0931'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 7.9 MILES NORTHEAST ALONG
 ML0931'A WINDING SAND ROAD, ALONG A NORTH AND SOUTH FENCE, 231 FEET NORTH
 ML0931'OF THE CENTER LINE OF THE ROAD AT A CATTLE GUARD, 1.3 FEET EAST
 ML0931'OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0931'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0931'MARK IS 1.2 MILES SOUTHWEST OF BENCH MARK L 314.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0207 ***********************************************************************
 LH0207  DESIGNATION -  TT 16 W
 LH0207  PID         -  LH0207
 LH0207  STATE/COUNTY-  NE/NUCKOLLS
 LH0207  COUNTRY     -  US
 LH0207  USGS QUAD   -  BOSTWICK (2017)
 LH0207
 LH0207                         *CURRENT SURVEY CONTROL
 LH0207  ______________________________________________________________________
 LH0207* NAD 83(1986) POSITION- 40 02 07.     (N) 098 07 56.     (W)   SCALED
 LH0207* NAVD 88 ORTHO HEIGHT -   489.428 (meters)     1605.73  (feet) ADJUSTED
 LH0207  ______________________________________________________________________
 LH0207  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 LH0207  DYNAMIC HEIGHT  -        489.141 (meters)     1604.79  (feet) COMP
 LH0207  MODELED GRAVITY -    980,024.3   (mgal)                       NAVD 88
 LH0207
 LH0207  VERT ORDER      -  FIRST     CLASS II
 LH0207
 LH0207.The horizontal coordinates were scaled from a map and have
 LH0207.an estimated accuracy of +/- 6 seconds.
 LH0207
 LH0207.The orthometric height was determined by differential leveling and
 LH0207.adjusted by the NATIONAL GEODETIC SURVEY
 LH0207.in June 1991.
 LH0207
 LH0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0207.GEOID18 height accuracy estimate available here.
 LH0207
 LH0207.Click photographs - Photos may exist for this station.
 LH0207
 LH0207.The dynamic height is computed by dividing the NAVD 88
 LH0207.geopotential number by the normal gravity value computed on the
 LH0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0207.degrees latitude (g = 980.6199 gals.).
 LH0207
 LH0207.The modeled gravity was interpolated from observed gravity values.
 LH0207
 LH0207;                    North         East    Units  Estimated Accuracy
 LH0207;SPC NE       -    24,150.      659,400.      MT  (+/- 180 meters Scaled)
 LH0207
 LH0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK740320(NAD 83)
 LH0207
 LH0207                          SUPERSEDED SURVEY CONTROL
 LH0207
 LH0207  NGVD 29 (??/??/92)  489.248  (m)         1605.14   (f) ADJ UNCH    1 2
 LH0207
 LH0207.Superseded values are not recommended for survey control.
 LH0207
 LH0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0207.See file dsdata.pdf to determine how the superseded data were derived.
 LH0207
 LH0207_MARKER: DD = SURVEY DISK
 LH0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0207_STAMPING: TT 16 W 1937 1605
 LH0207_MARK LOGO: USGS
 LH0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0207+STABILITY: SURFACE MOTION
 LH0207
 LH0207  HISTORY     - Date     Condition        Report By
 LH0207  HISTORY     - 1937     MONUMENTED       USGS
 LH0207  HISTORY     - 1947     GOOD             CGS
 LH0207
 LH0207                          STATION DESCRIPTION
 LH0207
 LH0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0207'3 MI E FROM BOSTWICK.
 LH0207'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0207'FROM THE STATION AT BOSTWICK, AT THE TOP OF A SMALL HILL, 410.5
 LH0207'FEET EAST OF THE EAST END OF CONCRETE BRIDGE NO. 174.07, 97.8
 LH0207'FEET NORTHEAST OF MILEPOST NO. 174, 44.5 FEET NORTH OF THE NORTH
 LH0207'RAIL OF THE TRACK, 6.6 FEET WEST SOUTHWEST OF A CONCRETE POST
 LH0207'WHICH IS IN THE NORTH RIGHT OF WAY FENCE, 3.0 FEET SOUTH OF THE
 LH0207'NORTH RIGHT OF WAY FENCE, 1.4 FOOT EAST OF A REFERENCE POST,
 LH0207'A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A CONCRETE POST
 LH0207'ABOUT 4 FEET ABOVE THE TRACK AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0933 ***********************************************************************
 ML0933  DESIGNATION -  TT 16 WM
 ML0933  PID         -  ML0933
 ML0933  STATE/COUNTY-  NE/BLAINE
 ML0933  COUNTRY     -  US
 ML0933  USGS QUAD   -  BREWSTER SW (2017)
 ML0933
 ML0933                         *CURRENT SURVEY CONTROL
 ML0933  ______________________________________________________________________
 ML0933* NAD 83(1986) POSITION- 41 50 40.     (N) 099 57 25.     (W)   SCALED
 ML0933* NAVD 88 ORTHO HEIGHT -   788.956 (meters)     2588.43  (feet) ADJUSTED
 ML0933  ______________________________________________________________________
 ML0933  GEOID HEIGHT    -        -22.358 (meters)                     GEOID18
 ML0933  DYNAMIC HEIGHT  -        788.562 (meters)     2587.14  (feet) COMP
 ML0933  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 ML0933
 ML0933  VERT ORDER      -  SECOND    CLASS 0
 ML0933
 ML0933.The horizontal coordinates were scaled from a map and have
 ML0933.an estimated accuracy of +/- 6 seconds.
 ML0933
 ML0933.The orthometric height was determined by differential leveling and
 ML0933.adjusted by the NATIONAL GEODETIC SURVEY
 ML0933.in June 1991.
 ML0933
 ML0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0933.GEOID18 height accuracy estimate available here.
 ML0933
 ML0933.Click photographs - Photos may exist for this station.
 ML0933
 ML0933.The dynamic height is computed by dividing the NAVD 88
 ML0933.geopotential number by the normal gravity value computed on the
 ML0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0933.degrees latitude (g = 980.6199 gals.).
 ML0933
 ML0933.The modeled gravity was interpolated from observed gravity values.
 ML0933
 ML0933;                    North         East    Units  Estimated Accuracy
 ML0933;SPC NE       -   223,290.      503,580.      MT  (+/- 180 meters Scaled)
 ML0933
 ML0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM205329(NAD 83)
 ML0933
 ML0933                          SUPERSEDED SURVEY CONTROL
 ML0933
 ML0933  NGVD 29 (??/??/92)  788.670  (m)         2587.49   (f) ADJ UNCH    2 0
 ML0933
 ML0933.Superseded values are not recommended for survey control.
 ML0933
 ML0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0933.See file dsdata.pdf to determine how the superseded data were derived.
 ML0933
 ML0933_MARKER: DD = SURVEY DISK
 ML0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0933_STAMPING: TT 16 WM 1949
 ML0933_MARK LOGO: USGS
 ML0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0933+STABILITY: SURFACE MOTION
 ML0933
 ML0933  HISTORY     - Date     Condition        Report By
 ML0933  HISTORY     - 1949     MONUMENTED       USGS
 ML0933  HISTORY     - 1950     GOOD             CGS
 ML0933
 ML0933                          STATION DESCRIPTION
 ML0933
 ML0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0933'8.2 MI NE FROM DUNNING.
 ML0933'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 ML0933'OF STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 5.7 MILES EAST
 ML0933'ALONG A WINDING SAND ROAD, AT A CATTLE GUARD WHICH IS IN A NORTH
 ML0933'AND SOUTH FENCE, 212 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ML0933'1.5 FEET EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET
 ML0933'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0933'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1065 ***********************************************************************
 LF1065  DESIGNATION -  TT 17 M
 LF1065  PID         -  LF1065
 LF1065  STATE/COUNTY-  NE/CASS
 LF1065  COUNTRY     -  US
 LF1065  USGS QUAD   -  NEHAWKA (2017)
 LF1065
 LF1065                         *CURRENT SURVEY CONTROL
 LF1065  ______________________________________________________________________
 LF1065* NAD 83(1986) POSITION- 40 49 53.24   (N) 095 59 51.79   (W)   HD_HELD1
 LF1065* NAVD 88 ORTHO HEIGHT -   303.488 (meters)      995.69  (feet) ADJUSTED
 LF1065  ______________________________________________________________________
 LF1065  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 LF1065  DYNAMIC HEIGHT  -        303.352 (meters)      995.25  (feet) COMP
 LF1065  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 LF1065
 LF1065  VERT ORDER      -  SECOND    CLASS 0
 LF1065
 LF1065.The horizontal coordinates were determined by differentially corrected
 LF1065.hand held GPS observations or other comparable positioning techniques
 LF1065.and have an estimated accuracy of +/- 3 meters.
 LF1065
 LF1065.The orthometric height was determined by differential leveling and
 LF1065.adjusted by the NATIONAL GEODETIC SURVEY
 LF1065.in June 1991.
 LF1065
 LF1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1065.GEOID18 height accuracy estimate available here.
 LF1065
 LF1065.Click photographs - Photos may exist for this station.
 LF1065
 LF1065.The dynamic height is computed by dividing the NAVD 88
 LF1065.geopotential number by the normal gravity value computed on the
 LF1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1065.degrees latitude (g = 980.6199 gals.).
 LF1065
 LF1065.The modeled gravity was interpolated from observed gravity values.
 LF1065
 LF1065;                    North         East    Units  Estimated Accuracy
 LF1065;SPC NE       -   118,629.3     837,376.4     MT  (+/- 3 meters HH1 GPS) 
 LF1065
 LF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4722924372(NAD 83)
 LF1065
 LF1065                          SUPERSEDED SURVEY CONTROL
 LF1065
 LF1065  NGVD 29 (??/??/92)  303.395  (m)          995.39   (f) ADJ UNCH    2 0
 LF1065
 LF1065.Superseded values are not recommended for survey control.
 LF1065
 LF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1065.See file dsdata.pdf to determine how the superseded data were derived.
 LF1065
 LF1065_MARKER: DD = SURVEY DISK
 LF1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1065_STAMPING: TT 17 M 995 1934
 LF1065_MARK LOGO: USGS
 LF1065_PROJECTION: FLUSH
 LF1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1065+STABILITY: SURFACE MOTION
 LF1065
 LF1065  HISTORY     - Date     Condition        Report By
 LF1065  HISTORY     - 1934     MONUMENTED       USGS
 LF1065  HISTORY     - 1947     GOOD             CGS
 LF1065
 LF1065                          STATION DESCRIPTION
 LF1065
 LF1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1065'AT NEHAWKA.
 LF1065'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL AT
 LF1065'NEHAWKA, THENCE 0.1 MILE NORTHWEST ALONG A GRAVELED STREET, AT A
 LF1065'ROAD JUNCTION, 112.8 FEET WEST OF A 20 INCH FORKED BIRCH TREE,
 LF1065'67.9 FEET WEST OF THE SOUTHWEST CORNER OF A PORCH ON THE SOUTH
 LF1065'SIDE OF A LARGE 2-STORY BRICK HOUSE, 48.7 FEET NORTHEAST OF THE
 LF1065'APPROXIMATED CENTER LINE OF A NORTHWEST-SOUTHEAST STREET, 32.0
 LF1065'FEET EAST OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF A ROAD
 LF1065'LEADING NORTH, 10.8 FEET SOUTHWEST OF A 20 INCH MAPLE TREE, 8.1
 LF1065'FEET WEST OF THE WEST EDGE OF A SIDEWALK LEADING TO THE LARGE
 LF1065'BRICK HOUSE, 6.1 FEET NORTHEAST OF A 24 INCH MAPLE TREE, SET IN
 LF1065'THE TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE
 LF1065'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0649 ***********************************************************************
 NN0649  DESIGNATION -  TT 17 RDS
 NN0649  PID         -  NN0649
 NN0649  STATE/COUNTY-  NE/KNOX
 NN0649  COUNTRY     -  US
 NN0649  USGS QUAD   -  VENUS (2017)
 NN0649
 NN0649                         *CURRENT SURVEY CONTROL
 NN0649  ______________________________________________________________________
 NN0649* NAD 83(1995) POSITION- 42 29 40.83428(N) 098 16 20.52719(W)   ADJUSTED
 NN0649* NAVD 88 ORTHO HEIGHT -   570.5   (meters)     1872.    (feet) VERTCON
 NN0649  ______________________________________________________________________
 NN0649  GEOID HEIGHT    -        -25.287 (meters)                     GEOID18
 NN0649  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 NN0649  HORZ ORDER      -  THIRD
 NN0649  VERT ORDER      -  THIRD ? (See Below)
 NN0649
 NN0649.The horizontal coordinates were established by classical geodetic methods
 NN0649.and adjusted by the National Geodetic Survey in August 1997.
 NN0649
 NN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0649
 NN0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0649.GEOID18 height accuracy estimate available here.
 NN0649
 NN0649.The vertical order pertains to the NGVD 29 superseded value.
 NN0649
 NN0649.Click photographs - Photos may exist for this station.
 NN0649
 NN0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0649
 NN0649. The following values were computed from the NAD 83(1995) position.
 NN0649
 NN0649;                    North         East     Units Scale Factor Converg.
 NN0649;SPC NE       -   296,910.322   641,984.874   MT  0.99980769   +1 08 41.6
 NN0649;SPC NE       -   974,113.28  2,106,245.37   sFT  0.99980769   +1 08 41.6
 NN0649;UTM  14      - 4,704,958.411   559,791.868   MT  0.99964398   +0 29 29.6
 NN0649
 NN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0649!SPC NE       -   0.99991450  x   0.99980769  =   0.99972220
 NN0649!UTM  14      -   0.99991450  x   0.99964398  =   0.99955851
 NN0649
 NN0649:                Primary Azimuth Mark                     Grid Az
 NN0649:SPC NE       -  AZ W GABLE BARN SE                       123 35 46.4
 NN0649:UTM  14      -  AZ W GABLE BARN SE                       124 14 58.4
 NN0649
 NN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5979104958(NAD 83)
 NN0649
 NN0649|---------------------------------------------------------------------|
 NN0649| PID    Reference Object                     Distance      Geod. Az  |
 NN0649|                                                           dddmmss.s |
 NN0649| CO2145 AZ W GABLE BARN SE                                 1244428.0 |
 NN0649| CO2156 AZ WINDMILL SW                                     2113438.5 |
 NN0649|---------------------------------------------------------------------|
 NN0649
 NN0649                          SUPERSEDED SURVEY CONTROL
 NN0649
 NN0649  NAD 83(1986)-  42 29 40.83999(N)    098 16 20.53156(W) AD(       ) 3
 NN0649  NAD 27      -  42 29 40.82889(N)    098 16 19.26140(W) AD(       ) 3
 NN0649
 NN0649.Superseded values are not recommended for survey control.
 NN0649
 NN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0649.See file dsdata.pdf to determine how the superseded data were derived.
 NN0649
 NN0649_MARKER: DD = SURVEY DISK
 NN0649_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0649_STAMPING: 17 RDS 1950 TT
 NN0649_MARK LOGO: USGS
 NN0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0649
 NN0649  HISTORY     - Date     Condition        Report By
 NN0649  HISTORY     - 1950     MONUMENTED       USGS
 NN0649
 NN0649                          STATION DESCRIPTION
 NN0649
 NN0649'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RDS)
 NN0649'WALNUT, 4.0 MI S. AND 2.0 MI W. OF, 2.5 MI N. OF VENUS, 0.2 MI W. OF
 NN0649'COR. SECS. 8, 9, 16 AND 17, T. 29 N., R. 8 W., AT CREST OF HILL.  30
 NN0649'FT S. AND 0.2 MI W. OF CENTER OF CROSSROADS.  102 FT E. OF T - FENCE
 NN0649'S., 1 FT N. OF FENCE, IN CONCRETE POST.  STANDARD TABLET STAMPED---17
 NN0649'RDS 1950 TT---.  AZIMUTH TO WINDMILL ABOUT 3.0 MI DISTANT--S 31 DEG
 NN0649'34 MIN 40 SEC W.  AZIMUTH TO W. GABLE OF RED BARN ABOUT 2.0 MI
 NN0649'DISTANT--S 54 DEG 15 MIN 30 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0225 ***********************************************************************
 LH0225  DESIGNATION -  TT 17 W
 LH0225  PID         -  LH0225
 LH0225  STATE/COUNTY-  NE/WEBSTER
 LH0225  COUNTRY     -  US
 LH0225  USGS QUAD   -  GUIDE ROCK (2017)
 LH0225
 LH0225                         *CURRENT SURVEY CONTROL
 LH0225  ______________________________________________________________________
 LH0225* NAD 83(1986) POSITION- 40 04 02.     (N) 098 17 25.     (W)   SCALED
 LH0225* NAVD 88 ORTHO HEIGHT -   497.516 (meters)     1632.27  (feet) ADJUSTED
 LH0225  ______________________________________________________________________
 LH0225  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 LH0225  DYNAMIC HEIGHT  -        497.220 (meters)     1631.30  (feet) COMP
 LH0225  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 LH0225
 LH0225  VERT ORDER      -  FIRST     CLASS II
 LH0225
 LH0225.The horizontal coordinates were scaled from a map and have
 LH0225.an estimated accuracy of +/- 6 seconds.
 LH0225
 LH0225.The orthometric height was determined by differential leveling and
 LH0225.adjusted by the NATIONAL GEODETIC SURVEY
 LH0225.in June 1991.
 LH0225
 LH0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0225.GEOID18 height accuracy estimate available here.
 LH0225
 LH0225.Click photographs - Photos may exist for this station.
 LH0225
 LH0225.The dynamic height is computed by dividing the NAVD 88
 LH0225.geopotential number by the normal gravity value computed on the
 LH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0225.degrees latitude (g = 980.6199 gals.).
 LH0225
 LH0225.The modeled gravity was interpolated from observed gravity values.
 LH0225
 LH0225;                    North         East    Units  Estimated Accuracy
 LH0225;SPC NE       -    27,410.      645,840.      MT  (+/- 180 meters Scaled)
 LH0225
 LH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK605354(NAD 83)
 LH0225
 LH0225                          SUPERSEDED SURVEY CONTROL
 LH0225
 LH0225  NGVD 29 (??/??/92)  497.316  (m)         1631.61   (f) ADJ UNCH    1 2
 LH0225
 LH0225.Superseded values are not recommended for survey control.
 LH0225
 LH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0225.See file dsdata.pdf to determine how the superseded data were derived.
 LH0225
 LH0225_MARKER: DD = SURVEY DISK
 LH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0225_STAMPING: TT 17 W 1937 1632
 LH0225_MARK LOGO: USGS
 LH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0225+STABILITY: SURFACE MOTION
 LH0225
 LH0225  HISTORY     - Date     Condition        Report By
 LH0225  HISTORY     - 1932     MONUMENTED       USGS
 LH0225  HISTORY     - 1947     GOOD             CGS
 LH0225
 LH0225                          STATION DESCRIPTION
 LH0225
 LH0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0225'2.2 MI E FROM GUIDE ROCK.
 LH0225'2.15 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0225'FROM THE STATION AT GUIDE ROCK, AT A PRIVATE ROAD CROSSING,
 LH0225'334.0 FEET EAST OF THE SOUTHEAST CORNER OF WOODEN TRESTLE
 LH0225'NO. 588.80, 58.5 FEET EAST OF A CONCRETE POST WHICH IS AT THE
 LH0225'EAST END OF AN IRON GATE ACROSS A PRIVATE ROAD, 43.0 FEET SOUTH
 LH0225'OF THE SOUTH RAIL OF THE TRACK, 13.0 FEET SOUTHWEST OF A DOUBLE
 LH0225'GUT WIRE BRACED TELEPHONE POLE, 3.6 FEET NORTH OF THE SOUTH
 LH0225'RIGHT OF WAY FENCE, 1.0 FOOT WEST OF A REFERENCE POST, SET IN
 LH0225'THE TOP OF A CONCRETE POST ABOUT 2.0 FEET HIGHER THAN THE TRACK
 LH0225'AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0237 ***********************************************************************
 LH0237  DESIGNATION -  TT 18 W
 LH0237  PID         -  LH0237
 LH0237  STATE/COUNTY-  NE/WEBSTER
 LH0237  COUNTRY     -  US
 LH0237  USGS QUAD   -  AMBOY (2017)
 LH0237
 LH0237                         *CURRENT SURVEY CONTROL
 LH0237  ______________________________________________________________________
 LH0237* NAD 83(1986) POSITION- 40 04 18.     (N) 098 23 14.     (W)   SCALED
 LH0237* NAVD 88 ORTHO HEIGHT -   503.254 (meters)     1651.09  (feet) ADJUSTED
 LH0237  ______________________________________________________________________
 LH0237  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 LH0237  DYNAMIC HEIGHT  -        502.952 (meters)     1650.10  (feet) COMP
 LH0237  MODELED GRAVITY -    980,009.7   (mgal)                       NAVD 88
 LH0237
 LH0237  VERT ORDER      -  FIRST     CLASS II
 LH0237
 LH0237.The horizontal coordinates were scaled from a map and have
 LH0237.an estimated accuracy of +/- 6 seconds.
 LH0237
 LH0237.The orthometric height was determined by differential leveling and
 LH0237.adjusted by the NATIONAL GEODETIC SURVEY
 LH0237.in June 1991.
 LH0237
 LH0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0237.GEOID18 height accuracy estimate available here.
 LH0237
 LH0237.Click photographs - Photos may exist for this station.
 LH0237
 LH0237.The dynamic height is computed by dividing the NAVD 88
 LH0237.geopotential number by the normal gravity value computed on the
 LH0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0237.degrees latitude (g = 980.6199 gals.).
 LH0237
 LH0237.The modeled gravity was interpolated from observed gravity values.
 LH0237
 LH0237;                    North         East    Units  Estimated Accuracy
 LH0237;SPC NE       -    27,750.      637,570.      MT  (+/- 180 meters Scaled)
 LH0237
 LH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK522358(NAD 83)
 LH0237
 LH0237                          SUPERSEDED SURVEY CONTROL
 LH0237
 LH0237  NGVD 29 (??/??/92)  503.047  (m)         1650.41   (f) ADJ UNCH    1 2
 LH0237
 LH0237.Superseded values are not recommended for survey control.
 LH0237
 LH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0237.See file dsdata.pdf to determine how the superseded data were derived.
 LH0237
 LH0237_MARKER: DD = SURVEY DISK
 LH0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0237_STAMPING: TT 18 W 1934 1651
 LH0237_MARK LOGO: USGS
 LH0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0237+STABILITY: SURFACE MOTION
 LH0237
 LH0237  HISTORY     - Date     Condition        Report By
 LH0237  HISTORY     - 1934     MONUMENTED       USGS
 LH0237  HISTORY     - 1937     GOOD             CGS
 LH0237  HISTORY     - 1947     GOOD             CGS
 LH0237
 LH0237                          STATION DESCRIPTION
 LH0237
 LH0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 LH0237'RECOVERED IN GOOD CONDITION.
 LH0237
 LH0237                          STATION RECOVERY (1947)
 LH0237
 LH0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH0237'3 MI W FROM GUIDE ROCK.
 LH0237'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0237'FROM THE STATION AT GUIDE ROCK, ABOUT 0.1 MILE EAST OF MILEPOST
 LH0237'188, SET IN THE SOUTHWEST QUARTER OF A PRIVATE ROAD CROSSING,
 LH0237'74.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 43.5 FEET SOUTH
 LH0237'OF THE SOUTH RAIL OF THE TRACK, 8.7 FEET SOUTHEAST OF A
 LH0237'TELEPHONE POLE, 3.3 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A
 LH0237'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0237'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0885 ***********************************************************************
 ML0885  DESIGNATION -  TT 18 WM
 ML0885  PID         -  ML0885
 ML0885  STATE/COUNTY-  NE/BLAINE
 ML0885  COUNTRY     -  US
 ML0885  USGS QUAD   -  BREWSTER NW (2017)
 ML0885
 ML0885                         *CURRENT SURVEY CONTROL
 ML0885  ______________________________________________________________________
 ML0885* NAD 83(1986) POSITION- 41 55 02.     (N) 099 55 22.     (W)   SCALED
 ML0885* NAVD 88 ORTHO HEIGHT -   785.665 (meters)     2577.64  (feet) ADJUSTED
 ML0885  ______________________________________________________________________
 ML0885  GEOID HEIGHT    -        -22.375 (meters)                     GEOID18
 ML0885  DYNAMIC HEIGHT  -        785.283 (meters)     2576.38  (feet) COMP
 ML0885  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 ML0885
 ML0885  VERT ORDER      -  SECOND    CLASS 0
 ML0885
 ML0885.The horizontal coordinates were scaled from a map and have
 ML0885.an estimated accuracy of +/- 6 seconds.
 ML0885
 ML0885.The orthometric height was determined by differential leveling and
 ML0885.adjusted by the NATIONAL GEODETIC SURVEY
 ML0885.in June 1991.
 ML0885
 ML0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0885.GEOID18 height accuracy estimate available here.
 ML0885
 ML0885.Click photographs - Photos may exist for this station.
 ML0885
 ML0885.The dynamic height is computed by dividing the NAVD 88
 ML0885.geopotential number by the normal gravity value computed on the
 ML0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0885.degrees latitude (g = 980.6199 gals.).
 ML0885
 ML0885.The modeled gravity was interpolated from observed gravity values.
 ML0885
 ML0885;                    North         East    Units  Estimated Accuracy
 ML0885;SPC NE       -   231,370.      506,400.      MT  (+/- 180 meters Scaled)
 ML0885
 ML0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM234409(NAD 83)
 ML0885
 ML0885                          SUPERSEDED SURVEY CONTROL
 ML0885
 ML0885  NGVD 29 (??/??/92)  785.380  (m)         2576.70   (f) ADJ UNCH    2 0
 ML0885
 ML0885.Superseded values are not recommended for survey control.
 ML0885
 ML0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0885.See file dsdata.pdf to determine how the superseded data were derived.
 ML0885
 ML0885_MARKER: DB = BENCH MARK DISK
 ML0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0885_STAMPING: TT 18 WM 1949
 ML0885_MARK LOGO: USGS
 ML0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0885+STABILITY: SURFACE MOTION
 ML0885
 ML0885  HISTORY     - Date     Condition        Report By
 ML0885  HISTORY     - 1949     MONUMENTED       USGS
 ML0885  HISTORY     - 1950     GOOD             CGS
 ML0885
 ML0885                          STATION DESCRIPTION
 ML0885
 ML0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0885'3.4 MI SW FROM BREWSTER.
 ML0885'3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0885'AT BREWSTER, 200 FEET WEST OF A STOCK PEN, ON THE INSIDE OF A
 ML0885'CURVE IN THE HIGHWAY, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 ML0885'HIGHWAY, 2.8 FEET EAST OF A TELEPHONE POLE, 2.9 FEET SOUTHEAST
 ML0885'OF A FENCE, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 ML0885'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0919 ***********************************************************************
 ML0919  DESIGNATION -  TT 2 CLB
 ML0919  PID         -  ML0919
 ML0919  STATE/COUNTY-  NE/BLAINE
 ML0919  COUNTRY     -  US
 ML0919  USGS QUAD   -  BREWSTER SE (2017)
 ML0919
 ML0919                         *CURRENT SURVEY CONTROL
 ML0919  ______________________________________________________________________
 ML0919* NAD 83(1986) POSITION- 41 46 08.     (N) 099 45 50.     (W)   SCALED
 ML0919* NAVD 88 ORTHO HEIGHT -   769.692 (meters)     2525.23  (feet) ADJUSTED
 ML0919  ______________________________________________________________________
 ML0919  GEOID HEIGHT    -        -22.501 (meters)                     GEOID18
 ML0919  DYNAMIC HEIGHT  -        769.305 (meters)     2523.96  (feet) COMP
 ML0919  MODELED GRAVITY -    980,093.9   (mgal)                       NAVD 88
 ML0919
 ML0919  VERT ORDER      -  SECOND    CLASS 0
 ML0919
 ML0919.The horizontal coordinates were scaled from a map and have
 ML0919.an estimated accuracy of +/- 6 seconds.
 ML0919
 ML0919.The orthometric height was determined by differential leveling and
 ML0919.adjusted by the NATIONAL GEODETIC SURVEY
 ML0919.in June 1991.
 ML0919
 ML0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0919.GEOID18 height accuracy estimate available here.
 ML0919
 ML0919.Click photographs - Photos may exist for this station.
 ML0919
 ML0919.The dynamic height is computed by dividing the NAVD 88
 ML0919.geopotential number by the normal gravity value computed on the
 ML0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0919.degrees latitude (g = 980.6199 gals.).
 ML0919
 ML0919.The modeled gravity was interpolated from observed gravity values.
 ML0919
 ML0919;                    North         East    Units  Estimated Accuracy
 ML0919;SPC NE       -   214,920.      519,630.      MT  (+/- 180 meters Scaled)
 ML0919
 ML0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM365243(NAD 83)
 ML0919
 ML0919                          SUPERSEDED SURVEY CONTROL
 ML0919
 ML0919  NGVD 29 (??/??/92)  769.409  (m)         2524.30   (f) ADJ UNCH    2 0
 ML0919
 ML0919.Superseded values are not recommended for survey control.
 ML0919
 ML0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0919.See file dsdata.pdf to determine how the superseded data were derived.
 ML0919
 ML0919_MARKER: DD = SURVEY DISK
 ML0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0919_STAMPING: TT 2 CLB 1949
 ML0919_MARK LOGO: USGS
 ML0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0919+STABILITY: SURFACE MOTION
 ML0919
 ML0919  HISTORY     - Date     Condition        Report By
 ML0919  HISTORY     - 1949     MONUMENTED       USGS
 ML0919  HISTORY     - 1950     GOOD             CGS
 ML0919
 ML0919                          STATION DESCRIPTION
 ML0919
 ML0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0919'4.7 MI NW FROM MILBURN.
 ML0919'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0919'MILBURN, THENCE 3.7 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0919'0.1 MILE NORTH OF A CATTLE GUARD, 125 FEET SOUTHEAST OF THE TOP
 ML0919'OF A SMALL HILL, 66 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ML0919'0.4 FOOT WEST OF A FENCE, 2.3 FEET NORTH OF A WITNESS POST, SET
 ML0919'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0919'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1114 ***********************************************************************
 LF1114  DESIGNATION -  TT 20 M
 LF1114  PID         -  LF1114
 LF1114  STATE/COUNTY-  NE/CASS
 LF1114  COUNTRY     -  US
 LF1114  USGS QUAD   -  MURRAY (2017)
 LF1114
 LF1114                         *CURRENT SURVEY CONTROL
 LF1114  ______________________________________________________________________
 LF1114* NAD 83(1986) POSITION- 40 54 54.     (N) 095 59 50.     (W)   SCALED
 LF1114* NAVD 88 ORTHO HEIGHT -   377.235 (meters)     1237.65  (feet) ADJUSTED
 LF1114  ______________________________________________________________________
 LF1114  GEOID HEIGHT    -        -27.149 (meters)                     GEOID18
 LF1114  DYNAMIC HEIGHT  -        377.076 (meters)     1237.12  (feet) COMP
 LF1114  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 LF1114
 LF1114  VERT ORDER      -  SECOND    CLASS 0
 LF1114
 LF1114.The horizontal coordinates were scaled from a map and have
 LF1114.an estimated accuracy of +/- 6 seconds.
 LF1114
 LF1114.The orthometric height was determined by differential leveling and
 LF1114.adjusted by the NATIONAL GEODETIC SURVEY
 LF1114.in June 1991.
 LF1114
 LF1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1114.GEOID18 height accuracy estimate available here.
 LF1114
 LF1114.Click photographs - Photos may exist for this station.
 LF1114
 LF1114.The dynamic height is computed by dividing the NAVD 88
 LF1114.geopotential number by the normal gravity value computed on the
 LF1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1114.degrees latitude (g = 980.6199 gals.).
 LF1114
 LF1114.The modeled gravity was interpolated from observed gravity values.
 LF1114
 LF1114;                    North         East    Units  Estimated Accuracy
 LF1114;SPC NE       -   127,900.      836,990.      MT  (+/- 180 meters Scaled)
 LF1114
 LF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF475336(NAD 83)
 LF1114
 LF1114                          SUPERSEDED SURVEY CONTROL
 LF1114
 LF1114  NGVD 29 (??/??/92)  377.136  (m)         1237.32   (f) ADJ UNCH    2 0
 LF1114
 LF1114.Superseded values are not recommended for survey control.
 LF1114
 LF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1114.See file dsdata.pdf to determine how the superseded data were derived.
 LF1114
 LF1114_MARKER: DD = SURVEY DISK
 LF1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1114_STAMPING: TT 20 M 1934 1237
 LF1114_MARK LOGO: USGS
 LF1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1114+STABILITY: SURFACE MOTION
 LF1114
 LF1114  HISTORY     - Date     Condition        Report By
 LF1114  HISTORY     - 1934     MONUMENTED       USGS
 LF1114  HISTORY     - 1950     GOOD             CGS
 LF1114
 LF1114                          STATION DESCRIPTION
 LF1114
 LF1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1114'3.8 MI W FROM MURRAY.
 LF1114'3.75 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LF1114'RAILROAD STATION AT MURRAY, AT A ROAD INTERSECTION, 57 FEET EAST
 LF1114'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 46.5 FEET
 LF1114'WEST OF A 14 INCH CEDAR TREE, 41 FEET NORTH OF THE CENTER LINE OF
 LF1114'THE HIGHWAY, 37.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 LF1114'ABANDONED FARMHOUSE, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP
 LF1114'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1115 ***********************************************************************
 LF1115  DESIGNATION -  TT 20 M RESET
 LF1115  PID         -  LF1115
 LF1115  STATE/COUNTY-  NE/CASS
 LF1115  COUNTRY     -  US
 LF1115  USGS QUAD   -  MURRAY (2017)
 LF1115
 LF1115                         *CURRENT SURVEY CONTROL
 LF1115  ______________________________________________________________________
 LF1115* NAD 83(1986) POSITION- 40 54 54.     (N) 095 59 50.     (W)   SCALED
 LF1115* NAVD 88 ORTHO HEIGHT -   377.17  (meters)     1237.4   (feet) RESET
 LF1115  ______________________________________________________________________
 LF1115  GEOID HEIGHT    -        -27.149 (meters)                     GEOID18
 LF1115  VERT ORDER      -  THIRD
 LF1115
 LF1115.The horizontal coordinates were scaled from a map and have
 LF1115.an estimated accuracy of +/- 6 seconds.
 LF1115
 LF1115.The orthometric height was computed from unverified reset data.
 LF1115
 LF1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1115.GEOID18 height accuracy estimate available here.
 LF1115
 LF1115.Click photographs - Photos may exist for this station.
 LF1115
 LF1115;                    North         East    Units  Estimated Accuracy
 LF1115;SPC NE       -   127,900.      836,990.      MT  (+/- 180 meters Scaled)
 LF1115
 LF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF475336(NAD 83)
 LF1115
 LF1115                          SUPERSEDED SURVEY CONTROL
 LF1115
 LF1115  NGVD 29 (??/??/??)  377.07   (m)         1237.1    (f) RESET       3  
 LF1115
 LF1115.Superseded values are not recommended for survey control.
 LF1115
 LF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1115.See file dsdata.pdf to determine how the superseded data were derived.
 LF1115
 LF1115_MARKER: P = PIPE CAP
 LF1115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1115_STAMPING: TT 20 M USGS RESET 1965
 LF1115_MARK LOGO: CGS
 LF1115_MAGNETIC: P = MARKER IS A STEEL PIPE
 LF1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1115
 LF1115  HISTORY     - Date     Condition        Report By
 LF1115  HISTORY     - 1965     MONUMENTED       CGS
 LF1115  HISTORY     - 1966     GOOD             CGS
 LF1115
 LF1115                          STATION DESCRIPTION
 LF1115
 LF1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LF1115'3.8 MI W FROM MURRAY.
 LF1115'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI
 LF1115'PACIFIC RAILROAD STATION AT MURRAY, AT A ROAD INTERSECTION, 64
 LF1115'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 40 FEET EAST OF THE
 LF1115'CENTERLINE OF A GRAVELED ROAD LEADING NORTH AND SET IN AN 8-INCH
 LF1115'BY 8-INCH CONCRETE CAP ON TOP OF A 6-FOOT STEEL POST PROJECTING 0.3
 LF1115'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0588 ***********************************************************************
 ML0588  DESIGNATION -  TT 21 EV
 ML0588  PID         -  ML0588
 ML0588  STATE/COUNTY-  NE/CUSTER
 ML0588  COUNTRY     -  US
 ML0588  USGS QUAD   -  COMSTOCK (2017)
 ML0588
 ML0588                         *CURRENT SURVEY CONTROL
 ML0588  ______________________________________________________________________
 ML0588* NAD 83(1986) POSITION- 41 33 23.     (N) 099 14 46.     (W)   SCALED
 ML0588* NAVD 88 ORTHO HEIGHT -   683.889 (meters)     2243.73  (feet) ADJUSTED
 ML0588  ______________________________________________________________________
 ML0588  GEOID HEIGHT    -        -23.368 (meters)                     GEOID18
 ML0588  DYNAMIC HEIGHT  -        683.547 (meters)     2242.60  (feet) COMP
 ML0588  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 ML0588
 ML0588  VERT ORDER      -  FIRST     CLASS II
 ML0588
 ML0588.The horizontal coordinates were scaled from a map and have
 ML0588.an estimated accuracy of +/- 6 seconds.
 ML0588
 ML0588.The orthometric height was determined by differential leveling and
 ML0588.adjusted by the NATIONAL GEODETIC SURVEY
 ML0588.in June 1991.
 ML0588
 ML0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0588.GEOID18 height accuracy estimate available here.
 ML0588
 ML0588.Click photographs - Photos may exist for this station.
 ML0588
 ML0588.The dynamic height is computed by dividing the NAVD 88
 ML0588.geopotential number by the normal gravity value computed on the
 ML0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0588.degrees latitude (g = 980.6199 gals.).
 ML0588
 ML0588.The modeled gravity was interpolated from observed gravity values.
 ML0588
 ML0588;                    North         East    Units  Estimated Accuracy
 ML0588;SPC NE       -   191,580.      562,870.      MT  (+/- 180 meters Scaled)
 ML0588
 ML0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM794005(NAD 83)
 ML0588
 ML0588                          SUPERSEDED SURVEY CONTROL
 ML0588
 ML0588  NGVD 29 (??/??/92)  683.640  (m)         2242.91   (f) ADJ UNCH    1 2
 ML0588
 ML0588.Superseded values are not recommended for survey control.
 ML0588
 ML0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0588.See file dsdata.pdf to determine how the superseded data were derived.
 ML0588
 ML0588_MARKER: DB = BENCH MARK DISK
 ML0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0588_STAMPING: TT 21 EV 1949
 ML0588_MARK LOGO: USGS
 ML0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0588+STABILITY: SURFACE MOTION
 ML0588
 ML0588  HISTORY     - Date     Condition        Report By
 ML0588  HISTORY     - 1949     MONUMENTED       USGS
 ML0588  HISTORY     - 1950     GOOD             CGS
 ML0588
 ML0588                          STATION DESCRIPTION
 ML0588
 ML0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0588'AT COMSTOCK.
 ML0588'AT COMSTOCK, 93 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 ML0588'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 120 FEET NORTH
 ML0588'OF THE CENTER LINE OF STATE HIGHWAY 106, 43 FEET WEST OF THE
 ML0588'CENTER LINE OF A ROAD LEADING NORTH, 1.8 FEET SOUTH OF A WITNESS
 ML0588'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 ML0588'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0373 ***********************************************************************
 NP0373  DESIGNATION -  TT 27 H
 NP0373  PID         -  NP0373
 NP0373  STATE/COUNTY-  NE/DAWES
 NP0373  COUNTRY     -  US
 NP0373  USGS QUAD   -  MARSLAND (2017)
 NP0373
 NP0373                         *CURRENT SURVEY CONTROL
 NP0373  ______________________________________________________________________
 NP0373* NAD 83(1986) POSITION- 42 29 44.02   (N) 103 17 18.24   (W)   HD_HELD1
 NP0373* NAVD 88 ORTHO HEIGHT -  1300.987 (meters)     4268.32  (feet) ADJUSTED
 NP0373  ______________________________________________________________________
 NP0373  GEOID HEIGHT    -        -17.999 (meters)                     GEOID18
 NP0373  DYNAMIC HEIGHT  -       1300.221 (meters)     4265.81  (feet) COMP
 NP0373  MODELED GRAVITY -    979,986.9   (mgal)                       NAVD 88
 NP0373
 NP0373  VERT ORDER      -  FIRST     CLASS II
 NP0373
 NP0373.The horizontal coordinates were determined by differentially corrected
 NP0373.hand held GPS observations or other comparable positioning techniques
 NP0373.and have an estimated accuracy of +/- 3 meters.
 NP0373
 NP0373.The orthometric height was determined by differential leveling and
 NP0373.adjusted by the NATIONAL GEODETIC SURVEY
 NP0373.in June 1991.
 NP0373
 NP0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0373.GEOID18 height accuracy estimate available here.
 NP0373
 NP0373.Click photographs - Photos may exist for this station.
 NP0373
 NP0373.The dynamic height is computed by dividing the NAVD 88
 NP0373.geopotential number by the normal gravity value computed on the
 NP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0373.degrees latitude (g = 980.6199 gals.).
 NP0373
 NP0373.The modeled gravity was interpolated from observed gravity values.
 NP0373
 NP0373;                    North         East    Units  Estimated Accuracy
 NP0373;SPC NE       -   300,729.1     229,794.7     MT  (+/- 3 meters HH1 GPS) 
 NP0373
 NP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4064706219(NAD 83)
 NP0373
 NP0373                          SUPERSEDED SURVEY CONTROL
 NP0373
 NP0373  NGVD 29 (??/??/92) 1300.326  (m)         4266.15   (f) ADJ UNCH    1 2
 NP0373
 NP0373.Superseded values are not recommended for survey control.
 NP0373
 NP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0373.See file dsdata.pdf to determine how the superseded data were derived.
 NP0373
 NP0373_MARKER: DD = SURVEY DISK
 NP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0373_STAMPING: TT 27 H 1946
 NP0373_MARK LOGO: USGS
 NP0373_PROJECTION: FLUSH
 NP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0373+STABILITY: SURFACE MOTION
 NP0373
 NP0373  HISTORY     - Date     Condition        Report By
 NP0373  HISTORY     - 1946     MONUMENTED       USGS
 NP0373  HISTORY     - 1956     GOOD             CGS
 NP0373  HISTORY     - 1985     GOOD             NGS
 NP0373
 NP0373                          STATION DESCRIPTION
 NP0373
 NP0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0373'3.7 MI N FROM MARSLAND.
 NP0373'3.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0373'FROM THE STATION SIGN AT MARSLAND, 13 POLES NORTHWEST OF MILEPOST
 NP0373'404, 54 FEET NORTHEAST OF THE NORTHEAST RAIL, 18 FEET
 NP0373'NORTHEAST OF A TELEPHONE POLE, 8 FEET WEST OF A FENCE CORNER,
 NP0373'4.3 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS
 NP0373'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 NP0373'FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 29 NORTH, RANGE
 NP0373'51 WEST.
 NP0373
 NP0373                          STATION RECOVERY (1985)
 NP0373
 NP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0373'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0373'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0373'OFFICE AT MARSLAND, THENCE 6.28 KM (3.9 MI) NORTH ALONG THE BURLINGTON
 NP0373'NORTHERN RAILROAD, 11.95 METERS (39.2 FT) NORTHEAST OF THE NORTHEAST
 NP0373'RAIL OF THE NORTHEAST TRACK, 15.15 METERS (49.7 FT) WEST OF A FENCE T
 NP0373'JUNCTION, 12.96 METERS (42.5 FT) SOUTHWEST OF A FENCE, 10.98 METERS
 NP0373'(36 FT) SOUTHWEST OF A POWER POLE AND 0.55 METER (1.8 FT) SOUTH OF A
 NP0373'WOODEN WITNESS POST.
 NP0373'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 NP0373'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1056 ***********************************************************************
 ML1056  DESIGNATION -  TT 27 JFS
 ML1056  PID         -  ML1056
 ML1056  STATE/COUNTY-  NE/BOONE
 ML1056  COUNTRY     -  US
 ML1056  USGS QUAD   -  PARK CHURCH (2017)
 ML1056
 ML1056                         *CURRENT SURVEY CONTROL
 ML1056  ______________________________________________________________________
 ML1056* NAD 83(1995) POSITION- 41 52 49.40585(N) 098 15 39.20709(W)   ADJUSTED
 ML1056* NAVD 88 ORTHO HEIGHT -   585.6   (meters)     1921.    (feet) VERTCON
 ML1056  ______________________________________________________________________
 ML1056  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 ML1056  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 ML1056  HORZ ORDER      -  THIRD
 ML1056  VERT ORDER      -  THIRD ? (See Below)
 ML1056
 ML1056.The horizontal coordinates were established by classical geodetic methods
 ML1056.and adjusted by the National Geodetic Survey in August 1997.
 ML1056
 ML1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1056
 ML1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1056.GEOID18 height accuracy estimate available here.
 ML1056
 ML1056.The vertical order pertains to the NGVD 29 superseded value.
 ML1056
 ML1056.Click photographs - Photos may exist for this station.
 ML1056
 ML1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1056
 ML1056. The following values were computed from the NAD 83(1995) position.
 ML1056
 ML1056;                    North         East     Units Scale Factor Converg.
 ML1056;SPC NE       -   228,728.208   644,300.093   MT  0.99967991   +1 09 09.0
 ML1056;SPC NE       -   750,419.13  2,113,841.22   sFT  0.99967991   +1 09 09.0
 ML1056;UTM  14      - 4,636,760.327   561,325.945   MT  0.99964628   +0 29 36.3
 ML1056
 ML1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1056!SPC NE       -   0.99991198  x   0.99967991  =   0.99959192
 ML1056!UTM  14      -   0.99991198  x   0.99964628  =   0.99955829
 ML1056
 ML1056:                Primary Azimuth Mark                     Grid Az
 ML1056:SPC NE       -  AZ TO CHIMNEY NNW                        346 16 38.9
 ML1056:UTM  14      -  AZ TO CHIMNEY NNW                        346 56 11.6
 ML1056
 ML1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6132536760(NAD 83)
 ML1056
 ML1056|---------------------------------------------------------------------|
 ML1056| PID    Reference Object                     Distance      Geod. Az  |
 ML1056|                                                           dddmmss.s |
 ML1056| CN7780 AZ TO WINDMILL WSW                                 2664936.4 |
 ML1056| CN7778 AZ TO CHIMNEY NNW                                  3472547.9 |
 ML1056|---------------------------------------------------------------------|
 ML1056
 ML1056                          SUPERSEDED SURVEY CONTROL
 ML1056
 ML1056  NAD 83(1986)-  41 52 49.41058(N)    098 15 39.21350(W) AD(       ) 3
 ML1056  NAD 27      -  41 52 49.36625(N)    098 15 37.96680(W) AD(       ) 3
 ML1056
 ML1056.Superseded values are not recommended for survey control.
 ML1056
 ML1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1056.See file dsdata.pdf to determine how the superseded data were derived.
 ML1056
 ML1056_MARKER: DD = SURVEY DISK
 ML1056_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1056_STAMPING: TT 27 JFS 1958
 ML1056_MARK LOGO: USGS
 ML1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1056
 ML1056  HISTORY     - Date     Condition        Report By
 ML1056  HISTORY     - 1958     MONUMENTED       USGS
 ML1056
 ML1056                          STATION DESCRIPTION
 ML1056
 ML1056'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (JFS)
 ML1056'PARK CENTER SCHOOL, 7.5 MI S. AND 1.0 MI E. FROM, PETERSBURG, 2.0 MI
 ML1056'N. AND 9.0 MI W. FROM, NEAR QUARTER COR. BETWEEN SECS. 16 AND 17, T.
 ML1056'22 N., R. 8 W., 281 FT NW. OF CURVE IN RD., 30 FT NE. OF RD., 3 FT S.
 ML1056'AND 3 FT W. OF GATEPOST.  IN CONCRETE POST.  STANDARD TABLET STAMPED--
 ML1056'-TT 27 JFS 1958---.  NOTE--MARK DISTURBED, LEANING AND CHIPPED, RD.
 ML1056'CONSTRUCTION.  NOT GOOD FOR LEVELS AZIMUTH TO WINDMILL ABOUT 1.2 MI
 ML1056'DISTANT--S 86 DEG 49 MIN 40 SEC W.  AZIMUTH TO CENTER OF CHIMNEY ON
 ML1056'LARGE WHITE HOUSE ABOUT 7.0 MI DISTANT--N 12 DEG 34 MIN 10 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0006 ***********************************************************************
 NN0006  DESIGNATION -  TT 273
 NN0006  PID         -  NN0006
 NN0006  STATE/COUNTY-  NE/BOYD
 NN0006  COUNTRY     -  US
 NN0006  USGS QUAD   -  LYNCH (2017)
 NN0006
 NN0006                         *CURRENT SURVEY CONTROL
 NN0006  ______________________________________________________________________
 NN0006* NAD 83(1986) POSITION- 42 49 41.     (N) 098 27 01.     (W)   SCALED
 NN0006* NAVD 88 ORTHO HEIGHT -   423.397 (meters)     1389.10  (feet) POSTED
 NN0006  ______________________________________________________________________
 NN0006  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 NN0006  DYNAMIC HEIGHT  -        423.25  (meters)     1388.6   (feet) COMP
 NN0006  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 NN0006
 NN0006  VERT ORDER      -  * POSTED, SEE BELOW
 NN0006
 NN0006.The horizontal coordinates were scaled from a map and have
 NN0006.an estimated accuracy of +/- 6 seconds.
 NN0006
 NN0006.The orthometric height was determined by differential leveling
 NN0006.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0006
 NN0006.* This is a POSTED BENCH MARK height.
 NN0006
 NN0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0006.GEOID18 height accuracy estimate available here.
 NN0006
 NN0006.Click photographs - Photos may exist for this station.
 NN0006
 NN0006.The dynamic height is computed by dividing the NAVD 88
 NN0006.geopotential number by the normal gravity value computed on the
 NN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0006.degrees latitude (g = 980.6199 gals.).
 NN0006
 NN0006.The modeled gravity was interpolated from observed gravity values.
 NN0006
 NN0006;                    North         East    Units  Estimated Accuracy
 NN0006;SPC NE       -   333,660.      626,700.      MT  (+/- 180 meters Scaled)
 NN0006
 NN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN449418(NAD 83)
 NN0006
 NN0006                          SUPERSEDED SURVEY CONTROL
 NN0006
 NN0006  NGVD 29 (??/??/92)  423.129  (m)         1388.22   (f) ADJ UNCH    2 0
 NN0006
 NN0006.Superseded values are not recommended for survey control.
 NN0006
 NN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0006.See file dsdata.pdf to determine how the superseded data were derived.
 NN0006
 NN0006_MARKER: DB = BENCH MARK DISK
 NN0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0006_SP_SET: PIER
 NN0006_STAMPING: TT 273 1949
 NN0006_MARK LOGO: CGS
 NN0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0006
 NN0006  HISTORY     - Date     Condition        Report By
 NN0006  HISTORY     - 1949     MONUMENTED       CGS
 NN0006
 NN0006                          STATION DESCRIPTION
 NN0006
 NN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0006'1 MI E FROM LYNCH.
 NN0006'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0006'THE STATION AT LYNCH, SET IN THE EAST CORNER AT THE SOUTHEAST
 NN0006'END OF THE EAST CONCRETE PIER OF A STEEL BRIDGE OVER PONCA
 NN0006'CREEK, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.9
 NN0006'FOOT WEST OF THE EAST CORNER OF THE PIER, 2 FEET BELOW ROAD
 NN0006'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0935 ***********************************************************************
 ML0935  DESIGNATION -  TT 29 MF
 ML0935  PID         -  ML0935
 ML0935  STATE/COUNTY-  NE/BLAINE
 ML0935  COUNTRY     -  US
 ML0935  USGS QUAD   -  BREWSTER SW (2017)
 ML0935
 ML0935                         *CURRENT SURVEY CONTROL
 ML0935  ______________________________________________________________________
 ML0935* NAD 83(1986) POSITION- 41 50 02.     (N) 099 58 36.     (W)   SCALED
 ML0935* NAVD 88 ORTHO HEIGHT -   795.525 (meters)     2609.98  (feet) ADJUSTED
 ML0935  ______________________________________________________________________
 ML0935  GEOID HEIGHT    -        -22.352 (meters)                     GEOID18
 ML0935  DYNAMIC HEIGHT  -        795.125 (meters)     2608.67  (feet) COMP
 ML0935  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 ML0935
 ML0935  VERT ORDER      -  SECOND    CLASS 0
 ML0935
 ML0935.The horizontal coordinates were scaled from a map and have
 ML0935.an estimated accuracy of +/- 6 seconds.
 ML0935
 ML0935.The orthometric height was determined by differential leveling and
 ML0935.adjusted by the NATIONAL GEODETIC SURVEY
 ML0935.in June 1991.
 ML0935
 ML0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0935.GEOID18 height accuracy estimate available here.
 ML0935
 ML0935.Click photographs - Photos may exist for this station.
 ML0935
 ML0935.The dynamic height is computed by dividing the NAVD 88
 ML0935.geopotential number by the normal gravity value computed on the
 ML0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0935.degrees latitude (g = 980.6199 gals.).
 ML0935
 ML0935.The modeled gravity was interpolated from observed gravity values.
 ML0935
 ML0935;                    North         East    Units  Estimated Accuracy
 ML0935;SPC NE       -   222,110.      501,940.      MT  (+/- 180 meters Scaled)
 ML0935
 ML0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM189317(NAD 83)
 ML0935
 ML0935                          SUPERSEDED SURVEY CONTROL
 ML0935
 ML0935  NGVD 29 (??/??/92)  795.237  (m)         2609.04   (f) ADJ UNCH    2 0
 ML0935
 ML0935.Superseded values are not recommended for survey control.
 ML0935
 ML0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0935.See file dsdata.pdf to determine how the superseded data were derived.
 ML0935
 ML0935_MARKER: DD = SURVEY DISK
 ML0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0935_STAMPING: TT 29 MF 1947
 ML0935_MARK LOGO: USGS
 ML0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0935+STABILITY: SURFACE MOTION
 ML0935
 ML0935  HISTORY     - Date     Condition        Report By
 ML0935  HISTORY     - 1947     MONUMENTED       USGS
 ML0935  HISTORY     - 1950     GOOD             CGS
 ML0935
 ML0935                          STATION DESCRIPTION
 ML0935
 ML0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0935'7.7 MI NE FROM DUNNING.
 ML0935'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 ML0935'OF STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 4.6 MILES EAST
 ML0935'ALONG A WINDING SAND ROAD, THENCE 0.6 MILE SOUTH ALONG A WINDING
 ML0935'SAND ROAD, ON TOP OF A HILL, 200 FEET NORTHEAST OF THE CENTER
 ML0935'LINE OF THE ROAD, 56 FEET WEST OF A FENCE CORNER, 0.6 FOOT
 ML0935'NORTH OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 ML0935'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0935'GROUND.  NOTE-- THIS MARK IS 0.5 MILE NORTH OF BENCH MARK M 314.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0917 ***********************************************************************
 ML0917  DESIGNATION -  TT 3 CLB
 ML0917  PID         -  ML0917
 ML0917  STATE/COUNTY-  NE/BLAINE
 ML0917  COUNTRY     -  US
 ML0917  USGS QUAD   -  ANSELMO NE (2017)
 ML0917
 ML0917                         *CURRENT SURVEY CONTROL
 ML0917  ______________________________________________________________________
 ML0917* NAD 83(1986) POSITION- 41 44 42.     (N) 099 45 14.     (W)   SCALED
 ML0917* NAVD 88 ORTHO HEIGHT -   759.885 (meters)     2493.06  (feet) ADJUSTED
 ML0917  ______________________________________________________________________
 ML0917  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 ML0917  DYNAMIC HEIGHT  -        759.499 (meters)     2491.79  (feet) COMP
 ML0917  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 ML0917
 ML0917  VERT ORDER      -  SECOND    CLASS 0
 ML0917
 ML0917.The horizontal coordinates were scaled from a map and have
 ML0917.an estimated accuracy of +/- 6 seconds.
 ML0917
 ML0917.The orthometric height was determined by differential leveling and
 ML0917.adjusted by the NATIONAL GEODETIC SURVEY
 ML0917.in June 1991.
 ML0917
 ML0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0917.GEOID18 height accuracy estimate available here.
 ML0917
 ML0917.Click photographs - Photos may exist for this station.
 ML0917
 ML0917.The dynamic height is computed by dividing the NAVD 88
 ML0917.geopotential number by the normal gravity value computed on the
 ML0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0917.degrees latitude (g = 980.6199 gals.).
 ML0917
 ML0917.The modeled gravity was interpolated from observed gravity values.
 ML0917
 ML0917;                    North         East    Units  Estimated Accuracy
 ML0917;SPC NE       -   212,270.      520,470.      MT  (+/- 180 meters Scaled)
 ML0917
 ML0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM373217(NAD 83)
 ML0917
 ML0917                          SUPERSEDED SURVEY CONTROL
 ML0917
 ML0917  NGVD 29 (??/??/92)  759.601  (m)         2492.12   (f) ADJ UNCH    2 0
 ML0917
 ML0917.Superseded values are not recommended for survey control.
 ML0917
 ML0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0917.See file dsdata.pdf to determine how the superseded data were derived.
 ML0917
 ML0917_MARKER: DD = SURVEY DISK
 ML0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0917_STAMPING: TT 3 CLB 1949
 ML0917_MARK LOGO: CGS
 ML0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0917+STABILITY: SURFACE MOTION
 ML0917
 ML0917  HISTORY     - Date     Condition        Report By
 ML0917  HISTORY     - 1949     MONUMENTED       USGS
 ML0917  HISTORY     - 1950     GOOD             CGS
 ML0917
 ML0917                          STATION DESCRIPTION
 ML0917
 ML0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0917'2.8 MI NW FROM MILBURN.
 ML0917'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0917'MILBURN, THENCE 1.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0917'0.1 MILE NORTH OF A CURVE IN THE ROAD, 20 FEET WEST OF THE CENTER
 ML0917'LINE OF THE ROAD, 0.9 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A
 ML0917'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 ML0917'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0939 ***********************************************************************
 ML0939  DESIGNATION -  TT 30 MF
 ML0939  PID         -  ML0939
 ML0939  STATE/COUNTY-  NE/BLAINE
 ML0939  COUNTRY     -  US
 ML0939  USGS QUAD   -  BREWSTER SW (2017)
 ML0939
 ML0939                         *CURRENT SURVEY CONTROL
 ML0939  ______________________________________________________________________
 ML0939* NAD 83(1986) POSITION- 41 48 44.     (N) 099 58 36.     (W)   SCALED
 ML0939* NAVD 88 ORTHO HEIGHT -   791.472 (meters)     2596.69  (feet) ADJUSTED
 ML0939  ______________________________________________________________________
 ML0939  GEOID HEIGHT    -        -22.356 (meters)                     GEOID18
 ML0939  DYNAMIC HEIGHT  -        791.072 (meters)     2595.38  (feet) COMP
 ML0939  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 ML0939
 ML0939  VERT ORDER      -  SECOND    CLASS 0
 ML0939
 ML0939.The horizontal coordinates were scaled from a map and have
 ML0939.an estimated accuracy of +/- 6 seconds.
 ML0939
 ML0939.The orthometric height was determined by differential leveling and
 ML0939.adjusted by the NATIONAL GEODETIC SURVEY
 ML0939.in June 1991.
 ML0939
 ML0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0939.GEOID18 height accuracy estimate available here.
 ML0939
 ML0939.Click photographs - Photos may exist for this station.
 ML0939
 ML0939.The dynamic height is computed by dividing the NAVD 88
 ML0939.geopotential number by the normal gravity value computed on the
 ML0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0939.degrees latitude (g = 980.6199 gals.).
 ML0939
 ML0939.The modeled gravity was interpolated from observed gravity values.
 ML0939
 ML0939;                    North         East    Units  Estimated Accuracy
 ML0939;SPC NE       -   219,710.      501,940.      MT  (+/- 180 meters Scaled)
 ML0939
 ML0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM188293(NAD 83)
 ML0939
 ML0939                          SUPERSEDED SURVEY CONTROL
 ML0939
 ML0939  NGVD 29 (??/??/92)  791.186  (m)         2595.75   (f) ADJ UNCH    2 0
 ML0939
 ML0939.Superseded values are not recommended for survey control.
 ML0939
 ML0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0939.See file dsdata.pdf to determine how the superseded data were derived.
 ML0939
 ML0939_MARKER: DD = SURVEY DISK
 ML0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0939_STAMPING: TT 30 MF 1947
 ML0939_MARK LOGO: USGS
 ML0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0939+STABILITY: SURFACE MOTION
 ML0939
 ML0939  HISTORY     - Date     Condition        Report By
 ML0939  HISTORY     - 1947     MONUMENTED       USGS
 ML0939  HISTORY     - 1950     GOOD             CGS
 ML0939
 ML0939                          STATION DESCRIPTION
 ML0939
 ML0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0939'7.4 MI E FROM DUNNING.
 ML0939'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0939'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST ALONG
 ML0939'A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0939'LINE, THENCE 2.0 MILES EAST ALONG A SAND ROAD, IN THE SOUTHWEST
 ML0939'CORNER OF A SCHOOL YARD, 101 FEET SOUTHWEST OF THE SOUTHWEST
 ML0939'CORNER OF THE SCHOOL BUILDING, 27 FEET NORTH OF THE CENTER LINE
 ML0939'OF AN EAST AND WEST ROAD, 12 FEET EAST OF THE CENTER LINE OF A
 ML0939'FIELD ROAD LEADING NORTH, 2.2 FEET NORTH OF A FENCE, 2.7 FEET WEST
 ML0939'OF A FENCE, 1.1 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 ML0939'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0976 ***********************************************************************
 ML0976  DESIGNATION -  TT 35 LDH
 ML0976  PID         -  ML0976
 ML0976  STATE/COUNTY-  NE/CUSTER
 ML0976  COUNTRY     -  US
 ML0976  USGS QUAD   -  MILBURN (2017)
 ML0976
 ML0976                         *CURRENT SURVEY CONTROL
 ML0976  ______________________________________________________________________
 ML0976* NAD 83(1986) POSITION- 41 42 43.     (N) 099 43 53.     (W)   SCALED
 ML0976* NAVD 88 ORTHO HEIGHT -   749.402 (meters)     2458.66  (feet) ADJUSTED
 ML0976  ______________________________________________________________________
 ML0976  GEOID HEIGHT    -        -22.572 (meters)                     GEOID18
 ML0976  DYNAMIC HEIGHT  -        749.018 (meters)     2457.40  (feet) COMP
 ML0976  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 ML0976
 ML0976  VERT ORDER      -  SECOND    CLASS 0
 ML0976
 ML0976.The horizontal coordinates were scaled from a map and have
 ML0976.an estimated accuracy of +/- 6 seconds.
 ML0976
 ML0976.The orthometric height was determined by differential leveling and
 ML0976.adjusted by the NATIONAL GEODETIC SURVEY
 ML0976.in June 1991.
 ML0976
 ML0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0976.GEOID18 height accuracy estimate available here.
 ML0976
 ML0976.Click photographs - Photos may exist for this station.
 ML0976
 ML0976.The dynamic height is computed by dividing the NAVD 88
 ML0976.geopotential number by the normal gravity value computed on the
 ML0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0976.degrees latitude (g = 980.6199 gals.).
 ML0976
 ML0976.The modeled gravity was interpolated from observed gravity values.
 ML0976
 ML0976;                    North         East    Units  Estimated Accuracy
 ML0976;SPC NE       -   208,610.      522,350.      MT  (+/- 180 meters Scaled)
 ML0976
 ML0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM391180(NAD 83)
 ML0976
 ML0976                          SUPERSEDED SURVEY CONTROL
 ML0976
 ML0976  NGVD 29 (??/??/92)  749.117  (m)         2457.73   (f) ADJ UNCH    2 0
 ML0976
 ML0976.Superseded values are not recommended for survey control.
 ML0976
 ML0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0976.See file dsdata.pdf to determine how the superseded data were derived.
 ML0976
 ML0976_MARKER: DD = SURVEY DISK
 ML0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0976_STAMPING: TT 35 LDH 1949
 ML0976_MARK LOGO: USGS
 ML0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0976+STABILITY: SURFACE MOTION
 ML0976
 ML0976  HISTORY     - Date     Condition        Report By
 ML0976  HISTORY     - 1949     MONUMENTED       USGS
 ML0976  HISTORY     - 1950     GOOD             CGS
 ML0976
 ML0976                          STATION DESCRIPTION
 ML0976
 ML0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0976'0.6 MI S FROM MILBURN.
 ML0976'0.6 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0976'AT MILBURN, 215 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE
 ML0976'LEADING WEST, 29 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0976'SOUTH ROAD, 8 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET EAST
 ML0976'OF A FENCE, 1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 ML0976'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0916 ***********************************************************************
 ML0916  DESIGNATION -  TT 36 LDH
 ML0916  PID         -  ML0916
 ML0916  STATE/COUNTY-  NE/CUSTER
 ML0916  COUNTRY     -  US
 ML0916  USGS QUAD   -  MILBURN (2017)
 ML0916
 ML0916                         *CURRENT SURVEY CONTROL
 ML0916  ______________________________________________________________________
 ML0916* NAD 83(1986) POSITION- 41 44 08.     (N) 099 44 27.     (W)   SCALED
 ML0916* NAVD 88 ORTHO HEIGHT -   758.416 (meters)     2488.24  (feet) ADJUSTED
 ML0916  ______________________________________________________________________
 ML0916  GEOID HEIGHT    -        -22.545 (meters)                     GEOID18
 ML0916  DYNAMIC HEIGHT  -        758.030 (meters)     2486.97  (feet) COMP
 ML0916  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 ML0916
 ML0916  VERT ORDER      -  SECOND    CLASS 0
 ML0916
 ML0916.The horizontal coordinates were scaled from a map and have
 ML0916.an estimated accuracy of +/- 6 seconds.
 ML0916
 ML0916.The orthometric height was determined by differential leveling and
 ML0916.adjusted by the NATIONAL GEODETIC SURVEY
 ML0916.in June 1991.
 ML0916
 ML0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0916.GEOID18 height accuracy estimate available here.
 ML0916
 ML0916.Click photographs - Photos may exist for this station.
 ML0916
 ML0916.The dynamic height is computed by dividing the NAVD 88
 ML0916.geopotential number by the normal gravity value computed on the
 ML0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0916.degrees latitude (g = 980.6199 gals.).
 ML0916
 ML0916.The modeled gravity was interpolated from observed gravity values.
 ML0916
 ML0916;                    North         East    Units  Estimated Accuracy
 ML0916;SPC NE       -   211,230.      521,550.      MT  (+/- 180 meters Scaled)
 ML0916
 ML0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM383206(NAD 83)
 ML0916
 ML0916                          SUPERSEDED SURVEY CONTROL
 ML0916
 ML0916  NGVD 29 (??/??/92)  758.132  (m)         2487.30   (f) ADJ UNCH    2 0
 ML0916
 ML0916.Superseded values are not recommended for survey control.
 ML0916
 ML0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0916.See file dsdata.pdf to determine how the superseded data were derived.
 ML0916
 ML0916_MARKER: DD = SURVEY DISK
 ML0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0916_STAMPING: TT 36 LDH 1949
 ML0916_MARK LOGO: USGS
 ML0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0916+STABILITY: SURFACE MOTION
 ML0916
 ML0916  HISTORY     - Date     Condition        Report By
 ML0916  HISTORY     - 1949     MONUMENTED       USGS
 ML0916  HISTORY     - 1950     GOOD             CGS
 ML0916
 ML0916                          STATION DESCRIPTION
 ML0916
 ML0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0916'1.6 MI NW FROM MILBURN.
 ML0916'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0916'MILBURN, THENCE 0.6 MILE NORTHWEST ALONG A SAND ROAD, 0.1 MILE
 ML0916'EAST OF A TWO STORY WHITE FARMHOUSE, 62 FEET NORTH OF THE EXTENDED
 ML0916'CENTER LINE OF A PRIVATE ROAD, 21 FEET EAST OF THE CENTER LINE OF
 ML0916'THE NORTH AND SOUTH ROAD, 1.7 FEET WEST OF A FENCE, 1.7 FEET
 ML0916'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0916'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1102 ***********************************************************************
 LH1102  DESIGNATION -  TT 37 BO
 LH1102  PID         -  LH1102
 LH1102  STATE/COUNTY-  NE/HAMILTON
 LH1102  COUNTRY     -  US
 LH1102  USGS QUAD   -  HARVARD NE (2017)
 LH1102
 LH1102                         *CURRENT SURVEY CONTROL
 LH1102  ______________________________________________________________________
 LH1102* NAD 83(1995) POSITION- 40 44 30.09202(N) 098 02 12.54288(W)   ADJUSTED
 LH1102* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 LH1102  ______________________________________________________________________
 LH1102  GEOID HEIGHT    -        -25.683 (meters)                     GEOID18
 LH1102  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 LH1102  HORZ ORDER      -  THIRD
 LH1102
 LH1102.The horizontal coordinates were established by classical geodetic methods
 LH1102.and adjusted by the National Geodetic Survey in August 1997.
 LH1102
 LH1102.The orthometric height was scaled from a topographic map.
 LH1102
 LH1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1102.GEOID18 height accuracy estimate available here.
 LH1102
 LH1102.Click photographs - Photos may exist for this station.
 LH1102
 LH1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1102
 LH1102. The following values were computed from the NAD 83(1995) position.
 LH1102
 LH1102;                    North         East     Units Scale Factor Converg.
 LH1102;SPC NE       -   102,735.497   665,759.653   MT  0.99974683   +1 18 03.6
 LH1102;SPC NE       -   337,058.04  2,184,246.46   sFT  0.99974683   +1 18 03.6
 LH1102;UTM  14      - 4,510,529.223   581,321.120   MT  0.99968140   +0 37 43.2
 LH1102
 LH1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1102!SPC NE       -   0.99991914  x   0.99974683  =   0.99966599
 LH1102!UTM  14      -   0.99991914  x   0.99968140  =   0.99960056
 LH1102
 LH1102:                Primary Azimuth Mark                     Grid Az
 LH1102:SPC NE       -  TT 37 BO AZ MK                           159 38 43.6
 LH1102:UTM  14      -  TT 37 BO AZ MK                           160 19 04.0
 LH1102
 LH1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8132110529(NAD 83)
 LH1102
 LH1102|---------------------------------------------------------------------|
 LH1102| PID    Reference Object                     Distance      Geod. Az  |
 LH1102|                                                           dddmmss.s |
 LH1102| CO2614 TT 37 BO RM 1                        34.332 METERS 05254     |
 LH1102| CO2613 TT 37 BO AZ MK                                     1605647.2 |
 LH1102| LH1105 HARVARD MUNICIPAL STANDPIPE         APPROX.14.4 KM 2004256.1 |
 LH1102| LH1104 HARVARD ARMY AIRFLD WATER TWR       APPROX.10.3 KM 2053336.8 |
 LH1102| CO2615 TT 37 BO RM 2                        29.506 METERS 31536     |
 LH1102|---------------------------------------------------------------------|
 LH1102
 LH1102                          SUPERSEDED SURVEY CONTROL
 LH1102
 LH1102  NAD 83(1986)-  40 44 30.09986(N)    098 02 12.54409(W) AD(       ) 3
 LH1102  NAD 27      -  40 44 30.05800(N)    098 02 11.36800(W) AD(       ) 3
 LH1102
 LH1102.Superseded values are not recommended for survey control.
 LH1102
 LH1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1102.See file dsdata.pdf to determine how the superseded data were derived.
 LH1102
 LH1102_MARKER: DB = BENCH MARK DISK
 LH1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1102
 LH1102  HISTORY     - Date     Condition        Report By
 LH1102  HISTORY     - 1951     MONUMENTED       USGS
 LH1102
 LH1102                          STATION DESCRIPTION
 LH1102
 LH1102'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RLE)
 LH1102'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF
 LH1102'AURORA AND ABOUT 6.0 MILES EAST AND 2.0 MILES SOUTH OF
 LH1102'GILTNER IN THE NORTH EDGE OF A CULTIVATED FIELD, 37 FEET
 LH1102'SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF
 LH1102'A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1102'IT IS A STANDARD USGS BENCH MARK DISK SET IN TOP OF A
 LH1102'6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 LH1102'STAMPED TT 37 BO 1934.
 LH1102'
 LH1102'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 27 FEET
 LH1102'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH
 LH1102'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED TT 37 BO NO 1 1951
 LH1102'AND PROJECTS 2 INCHES.
 LH1102'
 LH1102'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 27 FEET
 LH1102'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF
 LH1102'AN EAST-WEST FENCE LINE.  IT IS STAMPED TT 37 BO NO 2 1951
 LH1102'AND PROJECTS 3 INCHES.
 LH1102'
 LH1102'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 157.71 FEET.
 LH1102'
 LH1102'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF THE
 LH1102'CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST
 LH1102'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1102'TT 37 BO 1951 AND PROJECTS 2 INCHES.
 LH1102'
 LH1102'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO
 LH1102'SOUTH FOR 0.2 MILE TO A T INTERSECTION, TURN LEFT AND GO
 LH1102'EAST ON GRAVELED ROAD FOR 6.1 MILES TO A CROSSROAD.  TURN
 LH1102'RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD,
 LH1102'(CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT
 LH1102'AS DESCRIBED.) TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.1
 LH1102'MILE TO STATION ON LEFT AS DESCRIBED.
 LH1102'
 LH1102'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0641 ***********************************************************************
 ML0641  DESIGNATION -  TT 39 JNF
 ML0641  PID         -  ML0641
 ML0641  STATE/COUNTY-  NE/VALLEY
 ML0641  COUNTRY     -  US
 ML0641  USGS QUAD   -  ARCADIA EAST (2017)
 ML0641
 ML0641                         *CURRENT SURVEY CONTROL
 ML0641  ______________________________________________________________________
 ML0641* NAD 83(1986) POSITION- 41 28 54.     (N) 099 00 13.     (W)   SCALED
 ML0641* NAVD 88 ORTHO HEIGHT -   710.946 (meters)     2332.50  (feet) ADJUSTED
 ML0641  ______________________________________________________________________
 ML0641  GEOID HEIGHT    -        -23.763 (meters)                     GEOID18
 ML0641  DYNAMIC HEIGHT  -        710.592 (meters)     2331.33  (feet) COMP
 ML0641  MODELED GRAVITY -    980,101.1   (mgal)                       NAVD 88
 ML0641
 ML0641  VERT ORDER      -  SECOND    CLASS 0
 ML0641
 ML0641.The horizontal coordinates were scaled from a map and have
 ML0641.an estimated accuracy of +/- 6 seconds.
 ML0641
 ML0641.The orthometric height was determined by differential leveling and
 ML0641.adjusted by the NATIONAL GEODETIC SURVEY
 ML0641.in June 1991.
 ML0641
 ML0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0641.GEOID18 height accuracy estimate available here.
 ML0641
 ML0641.Click photographs - Photos may exist for this station.
 ML0641
 ML0641.The dynamic height is computed by dividing the NAVD 88
 ML0641.geopotential number by the normal gravity value computed on the
 ML0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0641.degrees latitude (g = 980.6199 gals.).
 ML0641
 ML0641.The modeled gravity was interpolated from observed gravity values.
 ML0641
 ML0641;                    North         East    Units  Estimated Accuracy
 ML0641;SPC NE       -   183,490.      583,190.      MT  (+/- 180 meters Scaled)
 ML0641
 ML0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML996922(NAD 83)
 ML0641
 ML0641                          SUPERSEDED SURVEY CONTROL
 ML0641
 ML0641  NGVD 29 (??/??/92)  710.694  (m)         2331.67   (f) ADJ UNCH    2 0
 ML0641
 ML0641.Superseded values are not recommended for survey control.
 ML0641
 ML0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0641.See file dsdata.pdf to determine how the superseded data were derived.
 ML0641
 ML0641_MARKER: DB = BENCH MARK DISK
 ML0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0641_STAMPING: TT 39 JNF 1949
 ML0641_MARK LOGO: USGS
 ML0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0641+STABILITY: SURFACE MOTION
 ML0641
 ML0641  HISTORY     - Date     Condition        Report By
 ML0641  HISTORY     - 1949     MONUMENTED       USGS
 ML0641  HISTORY     - 1950     GOOD             CGS
 ML0641
 ML0641                          STATION DESCRIPTION
 ML0641
 ML0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0641'11.2 MI SW FROM ORD.
 ML0641'11.25 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST
 ML0641'OFFICE AT ORD, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ML0641'HIGHWAY, 2 FEET WEST OF A POWER POLE, 1 FOOT NORTHWEST OF A
 ML0641'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0641'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.9 MILE
 ML0641'NORTHEAST OF BENCH MARK V 328.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0792 ***********************************************************************
 ML0792  DESIGNATION -  TT 39 KW
 ML0792  PID         -  ML0792
 ML0792  STATE/COUNTY-  NE/CUSTER
 ML0792  COUNTRY     -  US
 ML0792  USGS QUAD   -  CALLAWAY (2017)
 ML0792
 ML0792                         *CURRENT SURVEY CONTROL
 ML0792  ______________________________________________________________________
 ML0792* NAD 83(1986) POSITION- 41 15 13.     (N) 099 53 30.     (W)   SCALED
 ML0792* NAVD 88 ORTHO HEIGHT -   793.637 (meters)     2603.79  (feet) ADJUSTED
 ML0792  ______________________________________________________________________
 ML0792  GEOID HEIGHT    -        -22.644 (meters)                     GEOID18
 ML0792  DYNAMIC HEIGHT  -        793.206 (meters)     2602.38  (feet) COMP
 ML0792  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 ML0792
 ML0792  VERT ORDER      -  SECOND    CLASS 0
 ML0792
 ML0792.The horizontal coordinates were scaled from a map and have
 ML0792.an estimated accuracy of +/- 6 seconds.
 ML0792
 ML0792.The orthometric height was determined by differential leveling and
 ML0792.adjusted by the NATIONAL GEODETIC SURVEY
 ML0792.in June 1991.
 ML0792
 ML0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0792.GEOID18 height accuracy estimate available here.
 ML0792
 ML0792.Click photographs - Photos may exist for this station.
 ML0792
 ML0792.The dynamic height is computed by dividing the NAVD 88
 ML0792.geopotential number by the normal gravity value computed on the
 ML0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0792.degrees latitude (g = 980.6199 gals.).
 ML0792
 ML0792.The modeled gravity was interpolated from observed gravity values.
 ML0792
 ML0792;                    North         East    Units  Estimated Accuracy
 ML0792;SPC NE       -   157,690.      509,080.      MT  (+/- 180 meters Scaled)
 ML0792
 ML0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML252672(NAD 83)
 ML0792
 ML0792                          SUPERSEDED SURVEY CONTROL
 ML0792
 ML0792  NGVD 29 (??/??/92)  793.380  (m)         2602.95   (f) ADJ UNCH    2 0
 ML0792
 ML0792.Superseded values are not recommended for survey control.
 ML0792
 ML0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0792.See file dsdata.pdf to determine how the superseded data were derived.
 ML0792
 ML0792_MARKER: DB = BENCH MARK DISK
 ML0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0792_STAMPING: TT 39 KW 1949
 ML0792_MARK LOGO: USGS
 ML0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0792+STABILITY: SURFACE MOTION
 ML0792
 ML0792  HISTORY     - Date     Condition        Report By
 ML0792  HISTORY     - 1949     MONUMENTED       USGS
 ML0792  HISTORY     - 1950     GOOD             CGS
 ML0792
 ML0792                          STATION DESCRIPTION
 ML0792
 ML0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0792'3.2 MI SE FROM CALLAWAY.
 ML0792'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0792'RAILROAD STATION AT CALLAWAY, 0.15 MILE SOUTHEAST OF A RAILROAD
 ML0792'BRIDGE, 0.15 MILE NORTHEAST OF A FARMHOUSE, 45.6 FEET SOUTHWEST
 ML0792'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 32 FEET
 ML0792'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.2 FEET NORTHWEST
 ML0792'OF A TELEPHONE POLE, 2.6 FEET NORTHEAST OF A FENCE, 25 FEET
 ML0792'NORTHWEST OF THE CENTER OF A GATE, SET IN THE TOP OF A CONCRETE
 ML0792'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0675 ***********************************************************************
 ML0675  DESIGNATION -  TT 4 EV
 ML0675  PID         -  ML0675
 ML0675  STATE/COUNTY-  NE/VALLEY
 ML0675  COUNTRY     -  US
 ML0675  USGS QUAD   -  ARCADIA WEST (2017)
 ML0675
 ML0675                         *CURRENT SURVEY CONTROL
 ML0675  ______________________________________________________________________
 ML0675* NAD 83(1986) POSITION- 41 29 44.     (N) 099 12 34.     (W)   SCALED
 ML0675* NAVD 88 ORTHO HEIGHT -   675.927 (meters)     2217.60  (feet) ADJUSTED
 ML0675  ______________________________________________________________________
 ML0675  GEOID HEIGHT    -        -23.452 (meters)                     GEOID18
 ML0675  DYNAMIC HEIGHT  -        675.587 (meters)     2216.49  (feet) COMP
 ML0675  MODELED GRAVITY -    980,097.2   (mgal)                       NAVD 88
 ML0675
 ML0675  VERT ORDER      -  FIRST     CLASS II
 ML0675
 ML0675.The horizontal coordinates were scaled from a map and have
 ML0675.an estimated accuracy of +/- 6 seconds.
 ML0675
 ML0675.The orthometric height was determined by differential leveling and
 ML0675.adjusted by the NATIONAL GEODETIC SURVEY
 ML0675.in June 1991.
 ML0675
 ML0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0675.GEOID18 height accuracy estimate available here.
 ML0675
 ML0675.Click photographs - Photos may exist for this station.
 ML0675
 ML0675.The dynamic height is computed by dividing the NAVD 88
 ML0675.geopotential number by the normal gravity value computed on the
 ML0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0675.degrees latitude (g = 980.6199 gals.).
 ML0675
 ML0675.The modeled gravity was interpolated from observed gravity values.
 ML0675
 ML0675;                    North         East    Units  Estimated Accuracy
 ML0675;SPC NE       -   184,850.      565,990.      MT  (+/- 180 meters Scaled)
 ML0675
 ML0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML825937(NAD 83)
 ML0675
 ML0675                          SUPERSEDED SURVEY CONTROL
 ML0675
 ML0675  NGVD 29 (??/??/92)  675.676  (m)         2216.78   (f) ADJ UNCH    1 2
 ML0675
 ML0675.Superseded values are not recommended for survey control.
 ML0675
 ML0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0675.See file dsdata.pdf to determine how the superseded data were derived.
 ML0675
 ML0675_MARKER: DD = SURVEY DISK
 ML0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0675_STAMPING: TT 4 EV 1949
 ML0675_MARK LOGO: USGS
 ML0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0675+STABILITY: SURFACE MOTION
 ML0675
 ML0675  HISTORY     - Date     Condition        Report By
 ML0675  HISTORY     - 1949     MONUMENTED       USGS
 ML0675  HISTORY     - 1950     GOOD             CGS
 ML0675
 ML0675                          STATION DESCRIPTION
 ML0675
 ML0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0675'4.8 MI SE FROM COMSTOCK.
 ML0675'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0675'RAILROAD FROM THE STATION AT COMSTOCK, AT A ROAD CROSSING, 0.1
 ML0675'MILE SOUTHEAST OF MILEPOST 60, 44 FEET SOUTHWEST OF THE SOUTHWEST
 ML0675'RAIL, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 ML0675'4 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS POST,
 ML0675'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 ML0675'THE GROUND.  THE MARK IS 1.1 MILES NORTHWEST OF BENCH MARK B
 ML0675'328.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0789 ***********************************************************************
 ML0789  DESIGNATION -  TT 40 KW
 ML0789  PID         -  ML0789
 ML0789  STATE/COUNTY-  NE/CUSTER
 ML0789  COUNTRY     -  US
 ML0789  USGS QUAD   -  OCONTO NW (2017)
 ML0789
 ML0789                         *CURRENT SURVEY CONTROL
 ML0789  ______________________________________________________________________
 ML0789* NAD 83(1986) POSITION- 41 14 22.     (N) 099 52 39.     (W)   SCALED
 ML0789* NAVD 88 ORTHO HEIGHT -   805.556 (meters)     2642.90  (feet) ADJUSTED
 ML0789  ______________________________________________________________________
 ML0789  GEOID HEIGHT    -        -22.682 (meters)                     GEOID18
 ML0789  DYNAMIC HEIGHT  -        805.118 (meters)     2641.46  (feet) COMP
 ML0789  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 ML0789
 ML0789  VERT ORDER      -  SECOND    CLASS 0
 ML0789
 ML0789.The horizontal coordinates were scaled from a map and have
 ML0789.an estimated accuracy of +/- 6 seconds.
 ML0789
 ML0789.The orthometric height was determined by differential leveling and
 ML0789.adjusted by the NATIONAL GEODETIC SURVEY
 ML0789.in June 1991.
 ML0789
 ML0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0789.GEOID18 height accuracy estimate available here.
 ML0789
 ML0789.Click photographs - Photos may exist for this station.
 ML0789
 ML0789.The dynamic height is computed by dividing the NAVD 88
 ML0789.geopotential number by the normal gravity value computed on the
 ML0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0789.degrees latitude (g = 980.6199 gals.).
 ML0789
 ML0789.The modeled gravity was interpolated from observed gravity values.
 ML0789
 ML0789;                    North         East    Units  Estimated Accuracy
 ML0789;SPC NE       -   156,120.      510,270.      MT  (+/- 180 meters Scaled)
 ML0789
 ML0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML264657(NAD 83)
 ML0789
 ML0789                          SUPERSEDED SURVEY CONTROL
 ML0789
 ML0789  NGVD 29 (??/??/92)  805.296  (m)         2642.04   (f) ADJ UNCH    2 0
 ML0789
 ML0789.Superseded values are not recommended for survey control.
 ML0789
 ML0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0789.See file dsdata.pdf to determine how the superseded data were derived.
 ML0789
 ML0789_MARKER: DD = SURVEY DISK
 ML0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0789_STAMPING: TT 40 KW 1949
 ML0789_MARK LOGO: USGS
 ML0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0789+STABILITY: SURFACE MOTION
 ML0789
 ML0789  HISTORY     - Date     Condition        Report By
 ML0789  HISTORY     - 1949     MONUMENTED       USGS
 ML0789  HISTORY     - 1950     GOOD             CGS
 ML0789
 ML0789                          STATION DESCRIPTION
 ML0789
 ML0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0789'4.5 MI SE FROM CALLAWAY.
 ML0789'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0789'RAILROAD STATION AT CALLAWAY, 28 FEET NORTHEAST OF THE CENTER
 ML0789'LINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 ML0789'THE UNION PACIFIC RAILROAD, 6.4 FEET SOUTHEAST OF A TELEPHONE
 ML0789'POLE, 2.6 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF A
 ML0789'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0789'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0643 ***********************************************************************
 ML0643  DESIGNATION -  TT 48 EV
 ML0643  PID         -  ML0643
 ML0643  STATE/COUNTY-  NE/VALLEY
 ML0643  COUNTRY     -  US
 ML0643  USGS QUAD   -  COMSTOCK SE (2017)
 ML0643
 ML0643                         *CURRENT SURVEY CONTROL
 ML0643  ______________________________________________________________________
 ML0643* NAD 83(1986) POSITION- 41 30 10.     (N) 099 00 05.     (W)   SCALED
 ML0643* NAVD 88 ORTHO HEIGHT -   664.995 (meters)     2181.74  (feet) ADJUSTED
 ML0643  ______________________________________________________________________
 ML0643  GEOID HEIGHT    -        -23.763 (meters)                     GEOID18
 ML0643  DYNAMIC HEIGHT  -        664.663 (meters)     2180.65  (feet) COMP
 ML0643  MODELED GRAVITY -    980,102.0   (mgal)                       NAVD 88
 ML0643
 ML0643  VERT ORDER      -  SECOND    CLASS 0
 ML0643
 ML0643.The horizontal coordinates were scaled from a map and have
 ML0643.an estimated accuracy of +/- 6 seconds.
 ML0643
 ML0643.The orthometric height was determined by differential leveling and
 ML0643.adjusted by the NATIONAL GEODETIC SURVEY
 ML0643.in June 1991.
 ML0643
 ML0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0643.GEOID18 height accuracy estimate available here.
 ML0643
 ML0643.Click photographs - Photos may exist for this station.
 ML0643
 ML0643.The dynamic height is computed by dividing the NAVD 88
 ML0643.geopotential number by the normal gravity value computed on the
 ML0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0643.degrees latitude (g = 980.6199 gals.).
 ML0643
 ML0643.The modeled gravity was interpolated from observed gravity values.
 ML0643
 ML0643;                    North         East    Units  Estimated Accuracy
 ML0643;SPC NE       -   185,830.      583,350.      MT  (+/- 180 meters Scaled)
 ML0643
 ML0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML998945(NAD 83)
 ML0643
 ML0643                          SUPERSEDED SURVEY CONTROL
 ML0643
 ML0643  NGVD 29 (??/??/92)  664.742  (m)         2180.91   (f) ADJ UNCH    2 0
 ML0643
 ML0643.Superseded values are not recommended for survey control.
 ML0643
 ML0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0643.See file dsdata.pdf to determine how the superseded data were derived.
 ML0643
 ML0643_MARKER: DD = SURVEY DISK
 ML0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0643_STAMPING: TT 48 EV 1949
 ML0643_MARK LOGO: USGS
 ML0643_PROJECTION: FLUSH
 ML0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0643+STABILITY: SURFACE MOTION
 ML0643
 ML0643  HISTORY     - Date     Condition        Report By
 ML0643  HISTORY     - 1949     MONUMENTED       USGS
 ML0643  HISTORY     - 1950     GOOD             CGS
 ML0643
 ML0643                          STATION DESCRIPTION
 ML0643
 ML0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0643'9.8 MI SW FROM ORD.
 ML0643'9.75 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0643'AT ORD, 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE,
 ML0643'34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH
 ML0643'OF A FENCE CORNER, 1.3 FEET SOUTH OF A WITNESS POST, SET IN
 ML0643'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1375 ***********************************************************************
 NM1375  DESIGNATION -  TT 5 V S
 NM1375  PID         -  NM1375
 NM1375  STATE/COUNTY-  NE/KNOX
 NM1375  COUNTRY     -  US
 NM1375  USGS QUAD   -  SPRINGFIELD (2017)
 NM1375
 NM1375                         *CURRENT SURVEY CONTROL
 NM1375  ______________________________________________________________________
 NM1375* NAD 83(1986) POSITION- 42 45 01.07   (N) 097 55 53.46   (W)   HD_HELD1
 NM1375* NAVD 88 ORTHO HEIGHT -   382.723 (meters)     1255.65  (feet) ADJUSTED
 NM1375  ______________________________________________________________________
 NM1375  GEOID HEIGHT    -        -25.790 (meters)                     GEOID18
 NM1375  DYNAMIC HEIGHT  -        382.596 (meters)     1255.23  (feet) COMP
 NM1375  MODELED GRAVITY -    980,278.1   (mgal)                       NAVD 88
 NM1375
 NM1375  VERT ORDER      -  SECOND    CLASS 0
 NM1375
 NM1375.The horizontal coordinates were determined by differentially corrected
 NM1375.hand held GPS observations or other comparable positioning techniques
 NM1375.and have an estimated accuracy of +/- 3 meters.
 NM1375
 NM1375.The orthometric height was determined by differential leveling and
 NM1375.adjusted by the NATIONAL GEODETIC SURVEY
 NM1375.in June 1991.
 NM1375
 NM1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1375.GEOID18 height accuracy estimate available here.
 NM1375
 NM1375.Click photographs - Photos may exist for this station.
 NM1375
 NM1375.The dynamic height is computed by dividing the NAVD 88
 NM1375.geopotential number by the normal gravity value computed on the
 NM1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1375.degrees latitude (g = 980.6199 gals.).
 NM1375
 NM1375.The modeled gravity was interpolated from observed gravity values.
 NM1375
 NM1375;                    North         East    Units  Estimated Accuracy
 NM1375;SPC NE       -   325,908.7     669,313.6     MT  (+/- 3 meters HH1 GPS) 
 NM1375
 NM1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8744233639(NAD 83)
 NM1375
 NM1375                          SUPERSEDED SURVEY CONTROL
 NM1375
 NM1375  NGVD 29 (??/??/92)  382.508  (m)         1254.95   (f) ADJ UNCH    2 0
 NM1375
 NM1375.Superseded values are not recommended for survey control.
 NM1375
 NM1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1375.See file dsdata.pdf to determine how the superseded data were derived.
 NM1375
 NM1375_MARKER: DD = SURVEY DISK
 NM1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1375_STAMPING: TT 5 V S 1946
 NM1375_MARK LOGO: USGS
 NM1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1375+STABILITY: SURFACE MOTION
 NM1375
 NM1375  HISTORY     - Date     Condition        Report By
 NM1375  HISTORY     - 1946     MONUMENTED       USGS
 NM1375  HISTORY     - 1949     GOOD             CGS
 NM1375  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1375
 NM1375                          STATION DESCRIPTION
 NM1375
 NM1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1375'5.6 MI NE FROM NIOBRARA.
 NM1375'5.45 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1375'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 0.1 MILE
 NM1375'NORTHEAST ALONG A GRAVELED ROAD, SET IN A SMALL GROVE OF TREES,
 NM1375'31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.3 FEET
 NM1375'SOUTHWEST OF A TELEPHONE POLE, 2.4 FEET EAST OF A FENCE LINE, 1.6
 NM1375'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM1375'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NM1375
 NM1375                          STATION RECOVERY (1970)
 NM1375
 NM1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1949 ***********************************************************************
 MK1949  DESIGNATION -  TT 51 WM
 MK1949  PID         -  MK1949
 MK1949  STATE/COUNTY-  NE/BOONE
 MK1949  COUNTRY     -  US
 MK1949  USGS QUAD   -  NEWMAN GROVE (2017)
 MK1949
 MK1949                         *CURRENT SURVEY CONTROL
 MK1949  ______________________________________________________________________
 MK1949* NAD 83(1995) POSITION- 41 43 46.92877(N) 097 52 08.33218(W)   ADJUSTED
 MK1949* NAVD 88 ORTHO HEIGHT -   567.7   (meters)     1863.    (feet) VERTCON
 MK1949  ______________________________________________________________________
 MK1949  GEOID HEIGHT    -        -24.374 (meters)                     GEOID18
 MK1949  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 MK1949  HORZ ORDER      -  THIRD
 MK1949  VERT ORDER      -  THIRD ? (See Below)
 MK1949
 MK1949.The horizontal coordinates were established by classical geodetic methods
 MK1949.and adjusted by the National Geodetic Survey in August 1997.
 MK1949
 MK1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1949
 MK1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1949.GEOID18 height accuracy estimate available here.
 MK1949
 MK1949.The vertical order pertains to the NGVD 29 superseded value.
 MK1949
 MK1949.Click photographs - Photos may exist for this station.
 MK1949
 MK1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1949
 MK1949. The following values were computed from the NAD 83(1995) position.
 MK1949
 MK1949;                    North         East     Units Scale Factor Converg.
 MK1949;SPC NE       -   212,729.712   677,224.611   MT  0.99966620   +1 24 44.0
 MK1949;SPC NE       -   697,930.73  2,221,861.08   sFT  0.99966620   +1 24 44.0
 MK1949;UTM  14      - 4,620,384.117   594,064.351   MT  0.99970888   +0 45 10.4
 MK1949
 MK1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1949!SPC NE       -   0.99991479  x   0.99966620  =   0.99958102
 MK1949!UTM  14      -   0.99991479  x   0.99970888  =   0.99962369
 MK1949
 MK1949:                Primary Azimuth Mark                     Grid Az
 MK1949:SPC NE       -  AZ S EAVE BARN NNW                       314 08 29.5
 MK1949:UTM  14      -  AZ S EAVE BARN NNW                       314 48 03.1
 MK1949
 MK1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9406420384(NAD 83)
 MK1949
 MK1949|---------------------------------------------------------------------|
 MK1949| PID    Reference Object                     Distance      Geod. Az  |
 MK1949|                                                           dddmmss.s |
 MK1949| CN7771 AZ E EAVE HOUSE WSW                                2461154.2 |
 MK1949| CN7774 AZ S EAVE BARN NNW                                 3153313.5 |
 MK1949|---------------------------------------------------------------------|
 MK1949
 MK1949                          SUPERSEDED SURVEY CONTROL
 MK1949
 MK1949  NAD 83(1986)-  41 43 46.93493(N)    097 52 08.33746(W) AD(       ) 3
 MK1949  NAD 27      -  41 43 46.88156(N)    097 52 07.13297(W) AD(       ) 3
 MK1949
 MK1949.Superseded values are not recommended for survey control.
 MK1949
 MK1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1949.See file dsdata.pdf to determine how the superseded data were derived.
 MK1949
 MK1949_MARKER: DD = SURVEY DISK
 MK1949_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1949_STAMPING: TT 51 WM 1956 1862
 MK1949_MARK LOGO: USGS
 MK1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1949
 MK1949  HISTORY     - Date     Condition        Report By
 MK1949  HISTORY     - 1956     MONUMENTED       USGS
 MK1949
 MK1949                          STATION DESCRIPTION
 MK1949
 MK1949'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WM)
 MK1949'ALBION, 2.0 MI N. AND 7.0 MI E. OF, 11 MI N. AND 0.5 MI W. OF
 MK1949'ST. EDWARD, T. 20 N., R. 5 W., NEAR COR. SECS. 2, 3, 10 AND 11, 584 FT
 MK1949'N. AND 31 FT E. OF CROSSROADS, 27 FT S. AND 31 FT E. OF CENTER OF RD.
 MK1949'AT PRIVATE RD. E. TO FARMHOUSE, 3 FT N. AND 4 FT W. OF POWER POLE,
 MK1949'IN CONCRETE POST.  STANDARD TABLET STAMPED---TT 51 WM 1956 1862---.
 MK1949'AZIMUTH TO CRACK IN S. EAVE OF BARN NNW. ABOUT 0.25 MI DISTANT--
 MK1949'N 44 DEG 26 MIN 35 SEC W.  AZIMUTH TO E. EAVE WHITE FARMHOUSE WSW.
 MK1949'ABOUT 0.5 MI DISTANT--S 66 DEG 12 MIN 10 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1038 ***********************************************************************
 ML1038  DESIGNATION -  TT 53 RDS
 ML1038  PID         -  ML1038
 ML1038  STATE/COUNTY-  NE/BOONE
 ML1038  COUNTRY     -  US
 ML1038  USGS QUAD   -  ALBION WEST (2017)
 ML1038
 ML1038                         *CURRENT SURVEY CONTROL
 ML1038  ______________________________________________________________________
 ML1038* NAD 83(1995) POSITION- 41 44 30.73047(N) 098 00 17.85343(W)   ADJUSTED
 ML1038* NAVD 88 ORTHO HEIGHT -   551.3   (meters)     1809.    (feet) VERTCON
 ML1038  ______________________________________________________________________
 ML1038  GEOID HEIGHT    -        -24.401 (meters)                     GEOID18
 ML1038  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 ML1038  HORZ ORDER      -  THIRD
 ML1038  VERT ORDER      -  THIRD ? (See Below)
 ML1038
 ML1038.The horizontal coordinates were established by classical geodetic methods
 ML1038.and adjusted by the National Geodetic Survey in August 1997.
 ML1038
 ML1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1038
 ML1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1038.GEOID18 height accuracy estimate available here.
 ML1038
 ML1038.The vertical order pertains to the NGVD 29 superseded value.
 ML1038
 ML1038.Click photographs - Photos may exist for this station.
 ML1038
 ML1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1038
 ML1038. The following values were computed from the NAD 83(1995) position.
 ML1038
 ML1038;                    North         East     Units Scale Factor Converg.
 ML1038;SPC NE       -   213,810.444   665,886.996   MT  0.99966705   +1 19 19.6
 ML1038;SPC NE       -   701,476.43  2,184,664.25   sFT  0.99966705   +1 19 19.6
 ML1038;UTM  14      - 4,621,595.304   582,739.590   MT  0.99968424   +0 39 45.0
 ML1038
 ML1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1038!SPC NE       -   0.99991737  x   0.99966705  =   0.99958445
 ML1038!UTM  14      -   0.99991737  x   0.99968424  =   0.99960163
 ML1038
 ML1038:                Primary Azimuth Mark                     Grid Az
 ML1038:SPC NE       -  AZ S EAVE HOUSE N                        355 40 25.8
 ML1038:UTM  14      -  AZ S EAVE HOUSE N                        356 20 00.4
 ML1038
 ML1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8273921595(NAD 83)
 ML1038
 ML1038|---------------------------------------------------------------------|
 ML1038| PID    Reference Object                     Distance      Geod. Az  |
 ML1038|                                                           dddmmss.s |
 ML1038| CN7770 AZ E EAVE HOUSE SW                                 2715528.7 |
 ML1038| CN7775 AZ S EAVE HOUSE N                                  3565945.4 |
 ML1038|---------------------------------------------------------------------|
 ML1038
 ML1038                          SUPERSEDED SURVEY CONTROL
 ML1038
 ML1038  NAD 83(1986)-  41 44 30.73615(N)    098 00 17.85881(W) AD(       ) 3
 ML1038  NAD 27      -  41 44 30.67651(N)    098 00 16.64275(W) AD(       ) 3
 ML1038
 ML1038.Superseded values are not recommended for survey control.
 ML1038
 ML1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1038.See file dsdata.pdf to determine how the superseded data were derived.
 ML1038
 ML1038_MARKER: DD = SURVEY DISK
 ML1038_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1038_STAMPING: TT 53 RDS 1951
 ML1038_MARK LOGO: USGS
 ML1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1038
 ML1038  HISTORY     - Date     Condition        Report By
 ML1038  HISTORY     - 1951     MONUMENTED       USGS
 ML1038
 ML1038                          STATION DESCRIPTION
 ML1038
 ML1038'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RDS)
 ML1038'ALBION, 4.0 MI N. OF, ALONG RD. FROM POST OFFICE AT, NEAR N. COR.
 ML1038'SECS. 3 AND 4.  T. 20 N., R. 6 W., 37 FT S. AND 470 FT E. OF T - RD.
 ML1038'N., 316 FT W. OF RD. S., 11 FT W. OF T - FENCE S., IN CONCRETE
 ML1038'POST.  STANDARD TABLET STAMPED---53 RDS 1951 TT---.  AZIMUTH TO E.
 ML1038'EAVE OF WHITE HOUSE ABOUT 7.5 MI DISTANT--N 88 DEG 04 MIN 25 SEC W.
 ML1038'AZIMUTH TO S. EAVE WHITE HOUSE ABOUT 1.0 MI DISTANT--N 3 DEG 00 MIN
 ML1038'05 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1032 ***********************************************************************
 ML1032  DESIGNATION -  TT 56 RDS
 ML1032  PID         -  ML1032
 ML1032  STATE/COUNTY-  NE/BOONE
 ML1032  COUNTRY     -  US
 ML1032  USGS QUAD   -  PETERSBURG (2017)
 ML1032
 ML1032                         *CURRENT SURVEY CONTROL
 ML1032  ______________________________________________________________________
 ML1032* NAD 83(1995) POSITION- 41 45 23.08529(N) 098 06 47.99318(W)   NO CHECK
 ML1032* NAVD 88 ORTHO HEIGHT -   582.1   (meters)     1910.    (feet) VERTCON
 ML1032  ______________________________________________________________________
 ML1032  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 ML1032  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 ML1032  HORZ ORDER      -  THIRD
 ML1032  VERT ORDER      -  THIRD ? (See Below)
 ML1032
 ML1032.The horizontal coordinates were established by classical geodetic methods
 ML1032.and adjusted by the National Geodetic Survey in August 1997.
 ML1032
 ML1032.No horizontal observational check was made to the station.
 ML1032
 ML1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1032
 ML1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1032.GEOID18 height accuracy estimate available here.
 ML1032
 ML1032.The vertical order pertains to the NGVD 29 superseded value.
 ML1032
 ML1032.Click photographs - Photos may exist for this station.
 ML1032
 ML1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1032
 ML1032. The following values were computed from the NAD 83(1995) position.
 ML1032
 ML1032;                    North         East     Units Scale Factor Converg.
 ML1032;SPC NE       -   215,222.505   656,842.124   MT  0.99966813   +1 15 01.0
 ML1032;SPC NE       -   706,109.17  2,154,989.54   sFT  0.99966813   +1 15 01.0
 ML1032;UTM  14      - 4,623,111.420   573,711.505   MT  0.99966686   +0 35 25.9
 ML1032
 ML1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1032!SPC NE       -   0.99991254  x   0.99966813  =   0.99958070
 ML1032!UTM  14      -   0.99991254  x   0.99966686  =   0.99957943
 ML1032
 ML1032:                Primary Azimuth Mark                     Grid Az
 ML1032:SPC NE       -  AZ E EAVE BARN WSW                       233 48 43.7
 ML1032:UTM  14      -  AZ E EAVE BARN WSW                       234 28 18.8
 ML1032
 ML1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7371123111(NAD 83)
 ML1032
 ML1032|---------------------------------------------------------------------|
 ML1032| PID    Reference Object                     Distance      Geod. Az  |
 ML1032|                                                           dddmmss.s |
 ML1032| CN7783 AZ WINDMILL NNE                                    0304715.2 |
 ML1032| ML1031 STA 8                               116.436 METERS 08421     |
 ML1032| CN7768 AZ E EAVE BARN WSW                                 2350344.7 |
 ML1032|---------------------------------------------------------------------|
 ML1032
 ML1032                          SUPERSEDED SURVEY CONTROL
 ML1032
 ML1032  NAD 83(1986)-  41 45 23.09057(N)    098 06 47.99952(W) AD(       ) 3
 ML1032  NAD 27      -  41 45 23.02833(N)    098 06 46.77324(W) AD(       ) 3
 ML1032
 ML1032.Superseded values are not recommended for survey control.
 ML1032
 ML1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1032.See file dsdata.pdf to determine how the superseded data were derived.
 ML1032
 ML1032_MARKER: DD = SURVEY DISK
 ML1032_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1032_STAMPING: TT 56 RDS 1951
 ML1032_MARK LOGO: USGS
 ML1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1032
 ML1032  HISTORY     - Date     Condition        Report By
 ML1032  HISTORY     - 1951     MONUMENTED       USGS
 ML1032
 ML1032                          STATION DESCRIPTION
 ML1032
 ML1032'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RDS)
 ML1032'LORETTO, 0.5 MI S. AND 1.75 MI W. OF, ALBION, 4.5 MI N. AND 5.5 MI W.
 ML1032'OF, NEAR QUARTER COR. SECS. 27 AND 34, T. 21 N., R. 7 W., 31 FT S.
 ML1032'AND 72 FT W. OF CENTER OF RD. AT N. - S. FENCELINE, 17 FT N. OF S.
 ML1032'RIGHT - OF - WAY FENCE AND 9 FT W. OF POWER POLE, IN CONCRETE POST.
 ML1032'STANDARD TABLET STAMPED---56 RDS 1951 TT---.  AZIMUTH TO E. EAVE OF
 ML1032'BARN ABOUT 0.75 MI DISTANT--55 03 45.  AZIMUTH TO WINDMILL ABOUT 0.75
 ML1032'MI DISTANT--N 30 DEG 47 MIN 15 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0658 ***********************************************************************
 NN0658  DESIGNATION -  TT 6 WH
 NN0658  PID         -  NN0658
 NN0658  STATE/COUNTY-  NE/HOLT
 NN0658  COUNTRY     -  US
 NN0658  USGS QUAD   -  PAGE (2017)
 NN0658
 NN0658                         *CURRENT SURVEY CONTROL
 NN0658  ______________________________________________________________________
 NN0658* NAD 83(1995) POSITION- 42 29 38.64933(N) 098 29 58.51053(W)   ADJUSTED
 NN0658* NAVD 88 ORTHO HEIGHT -   594.4   (meters)     1950.    (feet) VERTCON
 NN0658  ______________________________________________________________________
 NN0658  GEOID HEIGHT    -        -24.780 (meters)                     GEOID18
 NN0658  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 NN0658  HORZ ORDER      -  THIRD
 NN0658  VERT ORDER      -  THIRD ? (See Below)
 NN0658
 NN0658.The horizontal coordinates were established by classical geodetic methods
 NN0658.and adjusted by the National Geodetic Survey in August 1997.
 NN0658
 NN0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0658
 NN0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0658.GEOID18 height accuracy estimate available here.
 NN0658
 NN0658.The vertical order pertains to the NGVD 29 superseded value.
 NN0658
 NN0658.Click photographs - Photos may exist for this station.
 NN0658
 NN0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0658
 NN0658. The following values were computed from the NAD 83(1995) position.
 NN0658
 NN0658;                    North         East     Units Scale Factor Converg.
 NN0658;SPC NE       -   296,494.317   623,314.249   MT  0.99980751   +0 59 39.6
 NN0658;SPC NE       -   972,748.44  2,044,990.17   sFT  0.99980751   +0 59 39.6
 NN0658;UTM  14      - 4,704,755.844   541,120.994   MT  0.99962080   +0 20 16.9
 NN0658
 NN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0658!SPC NE       -   0.99991067  x   0.99980751  =   0.99971820
 NN0658!UTM  14      -   0.99991067  x   0.99962080  =   0.99953150
 NN0658
 NN0658:                Primary Azimuth Mark                     Grid Az
 NN0658:SPC NE       -  AZ WINDMILL NNW                          347 36 49.2
 NN0658:UTM  14      -  AZ WINDMILL NNW                          348 16 11.9
 NN0658
 NN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4112004755(NAD 83)
 NN0658
 NN0658|---------------------------------------------------------------------|
 NN0658| PID    Reference Object                     Distance      Geod. Az  |
 NN0658|                                                           dddmmss.s |
 NN0658| CO2135 AZ ONEIL WT WSW                                    2535120.8 |
 NN0658| CO2152 AZ WINDMILL NNW                                    3483628.8 |
 NN0658|---------------------------------------------------------------------|
 NN0658
 NN0658                          SUPERSEDED SURVEY CONTROL
 NN0658
 NN0658  NAD 83(1986)-  42 29 38.65626(N)    098 29 58.51489(W) AD(       ) 3
 NN0658  NAD 27      -  42 29 38.64860(N)    098 29 57.21794(W) AD(       ) 3
 NN0658
 NN0658.Superseded values are not recommended for survey control.
 NN0658
 NN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0658.See file dsdata.pdf to determine how the superseded data were derived.
 NN0658
 NN0658_MARKER: DE = TRAVERSE STATION DISK
 NN0658_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0658
 NN0658  HISTORY     - Date     Condition        Report By
 NN0658  HISTORY     - 1950     MONUMENTED       USGS
 NN0658
 NN0658                          STATION DESCRIPTION
 NN0658
 NN0658'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NN0658'O NEILL, 2.0 MI N. AND 7.5 MI E. OF, 430 FT E. OF CROSSROAD, NEAR
 NN0658'COR. SECS. 8, 9, 16 AND 17, T. 29 N., R. 10 W., 425 FT E. ALONG FENCE
 NN0658'OF COR. POST OF FENCES S. - E., 1 FT N. OF FENCE, IN CONCRETE POST.
 NN0658'STANDARD TABLET STAMPED---TT 6 WH 1950---.  AZIMUTH TO O NEILL WATER
 NN0658'TANK ABOUT 8.0 MI DISTANT--S 73 DEG 51 MIN 15 SEC W.  AZIMUTH TO
 NN0658'WINDMILL ABOUT 0.75 MI DISTANT--N 11 DEG 23 MIN 35 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0426 ***********************************************************************
 LJ0426  DESIGNATION -  TT 61 C
 LJ0426  PID         -  LJ0426
 LJ0426  STATE/COUNTY-  NE/FURNAS
 LJ0426  COUNTRY     -  US
 LJ0426  USGS QUAD   -  WILSONVILLE NE (2017)
 LJ0426
 LJ0426                         *CURRENT SURVEY CONTROL
 LJ0426  ______________________________________________________________________
 LJ0426* NAD 83(1995) POSITION- 40 14 58.70602(N) 100 03 48.44772(W)   ADJUSTED
 LJ0426* NAVD 88 ORTHO HEIGHT -   720.49  (+/-2cm)     2363.8   (feet) VERTCON
 LJ0426  ______________________________________________________________________
 LJ0426  GEOID HEIGHT    -        -24.472 (meters)                     GEOID18
 LJ0426  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 LJ0426  HORZ ORDER      -  SECOND
 LJ0426  VERT ORDER      -  THIRD ? (See Below)
 LJ0426
 LJ0426.The horizontal coordinates were established by classical geodetic methods
 LJ0426.and adjusted by the National Geodetic Survey in August 1997.
 LJ0426
 LJ0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0426
 LJ0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0426.GEOID18 height accuracy estimate available here.
 LJ0426
 LJ0426.The vertical order pertains to the NGVD 29 superseded value.
 LJ0426
 LJ0426.Click photographs - Photos may exist for this station.
 LJ0426
 LJ0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0426
 LJ0426. The following values were computed from the NAD 83(1995) position.
 LJ0426
 LJ0426;                    North         East     Units Scale Factor Converg.
 LJ0426;SPC NE       -    46,226.078   494,601.447   MT  0.99989647   -0 02 31.4
 LJ0426;SPC NE       -   151,660.06  1,622,704.91   sFT  0.99989647   -0 02 31.4
 LJ0426;UTM  14      - 4,456,007.849   409,554.137   MT  0.99970070   -0 41 13.8
 LJ0426
 LJ0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0426!SPC NE       -   0.99989082  x   0.99989647  =   0.99978731
 LJ0426!UTM  14      -   0.99989082  x   0.99970070  =   0.99959156
 LJ0426
 LJ0426:                Primary Azimuth Mark                     Grid Az
 LJ0426:SPC NE       -  TT 61 C AZ MK                            002 55 35.3
 LJ0426:UTM  14      -  TT 61 C AZ MK                            003 34 17.7
 LJ0426
 LJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0955456007(NAD 83)
 LJ0426
 LJ0426|---------------------------------------------------------------------|
 LJ0426| PID    Reference Object                     Distance      Geod. Az  |
 LJ0426|                                                           dddmmss.s |
 LJ0426| CO2617 TT 61 C AZ MK                                      0025303.9 |
 LJ0426| CO2618 TT 61 C RM 1                         24.088 METERS 12311     |
 LJ0426| CO2619 TT 61 C RM 2                         29.246 METERS 20643     |
 LJ0426| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX.11.2 KM 2902033.6 |
 LJ0426| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX.10.5 KM 2925047.8 |
 LJ0426|---------------------------------------------------------------------|
 LJ0426
 LJ0426                          SUPERSEDED SURVEY CONTROL
 LJ0426
 LJ0426  NAD 83(1986)-  40 14 58.71110(N)    100 03 48.45215(W) AD(       ) 2
 LJ0426  NAD 27      -  40 14 58.68451(N)    100 03 46.97497(W) AD(       ) 2
 LJ0426  NGVD 29             720.20   (m)         2362.9    (f) LEVELING    3  
 LJ0426
 LJ0426.Superseded values are not recommended for survey control.
 LJ0426
 LJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0426.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0426
 LJ0426_MARKER: DB = BENCH MARK DISK
 LJ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0426_STAMPING: TT 61 C 1936
 LJ0426_MARK LOGO: USGS
 LJ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0426+STABILITY: SURFACE MOTION
 LJ0426
 LJ0426  HISTORY     - Date     Condition        Report By
 LJ0426  HISTORY     - 1936     MONUMENTED       USGS
 LJ0426
 LJ0426                          STATION DESCRIPTION
 LJ0426
 LJ0426'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (RLE)
 LJ0426'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF
 LJ0426'CAMBRIDGE, 59 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT
 LJ0426'ROAD, 26 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD
 LJ0426'AND 10 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LJ0426'
 LJ0426'A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR THE STATION.
 LJ0426'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 LJ0426'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS STAMPED
 LJ0426'TT 61 C 1936 AND PROJECTS 2 INCHES.
 LJ0426'
 LJ0426'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF AN
 LJ0426'EAST-WEST DIRT ROAD.  IT IS STAMPED TT 61 C USGS NO 1 1951
 LJ0426'AND PROJECTS 4 INCHES.
 LJ0426'
 LJ0426'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE LINE, BETWEEN
 LJ0426'TWO BRACE POSTS AND 43 FEET SOUTHWEST OF THE CENTER OF A ROAD
 LJ0426'CURVE.  IT IS STAMPED TT 61 C USGS NO 2 1951 AND PROJECTS
 LJ0426'3 INCHES.
 LJ0426'
 LJ0426'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0426'NO. 2 IS 117.2 FEET.
 LJ0426'
 LJ0426'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE, 23
 LJ0426'FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 2
 LJ0426'FEET EAST OF A FENCE CORNER.  IT IS STAMPED TT 61 C USGS 1951
 LJ0426'AND PROJECTS 6 INCHES.
 LJ0426'
 LJ0426'TO REACH THE STATION FROM THE BURLINGTON DEPOT IN CAMBRIDGE,
 LJ0426'GO SOUTH ON STATE HIGHWAY 47 FOR 0.7 MILE TO A T ROAD LEFT.
 LJ0426'TURN LEFT AND GO EAST ON A DIRT ROAD FOR 5.5 MILES TO A T
 LJ0426'ROAD INTERSECTION, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR
 LJ0426'1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LJ0426'SOUTH ON A DIRT ROAD FOR 0.5 MILE TO THE POINT WHERE THE ROAD
 LJ0426'CURVES TO THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1047 ***********************************************************************
 ML1047  DESIGNATION -  TT 65 RDS
 ML1047  PID         -  ML1047
 ML1047  STATE/COUNTY-  NE/BOONE
 ML1047  COUNTRY     -  US
 ML1047  USGS QUAD   -  SPALDING (2017)
 ML1047
 ML1047                         *CURRENT SURVEY CONTROL
 ML1047  ______________________________________________________________________
 ML1047* NAD 83(1995) POSITION- 41 44 28.46504(N) 098 15 18.29478(W)   NO CHECK
 ML1047* NAVD 88 ORTHO HEIGHT -   633.6   (meters)     2079.    (feet) VERTCON
 ML1047  ______________________________________________________________________
 ML1047  GEOID HEIGHT    -        -24.466 (meters)                     GEOID18
 ML1047  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 ML1047  HORZ ORDER      -  THIRD
 ML1047  VERT ORDER      -  THIRD ? (See Below)
 ML1047
 ML1047.The horizontal coordinates were established by classical geodetic methods
 ML1047.and adjusted by the National Geodetic Survey in August 1997.
 ML1047
 ML1047.No horizontal observational check was made to the station.
 ML1047
 ML1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1047
 ML1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1047.GEOID18 height accuracy estimate available here.
 ML1047
 ML1047.The vertical order pertains to the NGVD 29 superseded value.
 ML1047
 ML1047.Click photographs - Photos may exist for this station.
 ML1047
 ML1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1047
 ML1047. The following values were computed from the NAD 83(1995) position.
 ML1047
 ML1047;                    North         East     Units Scale Factor Converg.
 ML1047;SPC NE       -   213,290.759   645,093.818   MT  0.99966701   +1 09 22.9
 ML1047;SPC NE       -   699,771.43  2,116,445.30   sFT  0.99966701   +1 09 22.9
 ML1047;UTM  14      - 4,621,315.167   561,941.851   MT  0.99964721   +0 29 45.4
 ML1047
 ML1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1047!SPC NE       -   0.99990448  x   0.99966701  =   0.99957152
 ML1047!UTM  14      -   0.99990448  x   0.99964721  =   0.99955172
 ML1047
 ML1047:                Primary Azimuth Mark                     Grid Az
 ML1047:SPC NE       -  AZ WINDMILL NNW                          331 56 21.7
 ML1047:UTM  14      -  AZ WINDMILL NNW                          332 35 59.2
 ML1047
 ML1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6194121315(NAD 83)
 ML1047
 ML1047|---------------------------------------------------------------------|
 ML1047| PID    Reference Object                     Distance      Geod. Az  |
 ML1047|                                                           dddmmss.s |
 ML1047| ML1046 STA 32                               67.157 METERS 07957     |
 ML1047| CN7777 AZ SE EAVE FARMHOUSE WSW                           2553949.1 |
 ML1047| CN7784 AZ WINDMILL NNW                                    3330544.6 |
 ML1047|---------------------------------------------------------------------|
 ML1047
 ML1047                          SUPERSEDED SURVEY CONTROL
 ML1047
 ML1047  NAD 83(1986)-  41 44 28.47003(N)    098 15 18.30026(W) AD(       ) 3
 ML1047  NAD 27      -  41 44 28.40096(N)    098 15 17.06033(W) AD(       ) 3
 ML1047
 ML1047.Superseded values are not recommended for survey control.
 ML1047
 ML1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1047.See file dsdata.pdf to determine how the superseded data were derived.
 ML1047
 ML1047_MARKER: DD = SURVEY DISK
 ML1047_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1047_STAMPING: TT 65 RDS 1951
 ML1047_MARK LOGO: USGS
 ML1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1047
 ML1047  HISTORY     - Date     Condition        Report By
 ML1047  HISTORY     - 1951     MONUMENTED       USGS
 ML1047
 ML1047                          STATION DESCRIPTION
 ML1047
 ML1047'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RDS)
 ML1047'AKRON, 0.5 MI W. OF GENERAL STORE, NEAR N. COR. SECS. 4 AND 5, T. 20
 ML1047'N., R. 8 W., 33 FT S. AND 400 FT W. OF CENTER OF T - RD. S., 16 FT E.
 ML1047'OF POWER POLE IN FENCE LINE.  IN CONCRETE POST.  STANDARD TABLET
 ML1047'STAMPED---65 RDS 1951 TT---.  AZIMUTH TO SE. EAVE WHITE FARMHOUSE WSW.
 ML1047'ABOUT 1.0 MI DISTANT--S 75 DEG 39 MIN 45 SEC W.  AZIMUTH TO CENTER OF
 ML1047'WINDMILL NNW.  ABOUT 0.25 MI DISTANT--N 26 DEG 44 MIN 20 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0362 ***********************************************************************
 NP0362  DESIGNATION -  TT 7 C
 NP0362  PID         -  NP0362
 NP0362  STATE/COUNTY-  NE/BOX BUTTE
 NP0362  COUNTRY     -  US
 NP0362  USGS QUAD   -  MARSLAND (2017)
 NP0362
 NP0362                         *CURRENT SURVEY CONTROL
 NP0362  ______________________________________________________________________
 NP0362* NAD 83(1986) POSITION- 42 25 41.08   (N) 103 15 26.07   (W)   HD_HELD1
 NP0362* NAVD 88 ORTHO HEIGHT -  1289.349 (meters)     4230.14  (feet) ADJUSTED
 NP0362  ______________________________________________________________________
 NP0362  GEOID HEIGHT    -        -18.127 (meters)                     GEOID18
 NP0362  DYNAMIC HEIGHT  -       1288.580 (meters)     4227.62  (feet) COMP
 NP0362  MODELED GRAVITY -    979,980.0   (mgal)                       NAVD 88
 NP0362
 NP0362  VERT ORDER      -  FIRST     CLASS II
 NP0362
 NP0362.The horizontal coordinates were determined by differentially corrected
 NP0362.hand held GPS observations or other comparable positioning techniques
 NP0362.and have an estimated accuracy of +/- 3 meters.
 NP0362
 NP0362.The orthometric height was determined by differential leveling and
 NP0362.adjusted by the NATIONAL GEODETIC SURVEY
 NP0362.in June 1991.
 NP0362
 NP0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0362.GEOID18 height accuracy estimate available here.
 NP0362
 NP0362.Click photographs - Photos may exist for this station.
 NP0362
 NP0362.The dynamic height is computed by dividing the NAVD 88
 NP0362.geopotential number by the normal gravity value computed on the
 NP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0362.degrees latitude (g = 980.6199 gals.).
 NP0362
 NP0362.The modeled gravity was interpolated from observed gravity values.
 NP0362
 NP0362;                    North         East    Units  Estimated Accuracy
 NP0362;SPC NE       -   293,142.9     232,071.5     MT  (+/- 3 meters HH1 GPS) 
 NP0362
 NP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4336198778(NAD 83)
 NP0362
 NP0362                          SUPERSEDED SURVEY CONTROL
 NP0362
 NP0362  NGVD 29 (??/??/92) 1288.676  (m)         4227.93   (f) ADJ UNCH    1 2
 NP0362
 NP0362.Superseded values are not recommended for survey control.
 NP0362
 NP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0362.See file dsdata.pdf to determine how the superseded data were derived.
 NP0362
 NP0362_MARKER: DD = SURVEY DISK
 NP0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0362_STAMPING: TT 7 C 1945
 NP0362_MARK LOGO: USGS
 NP0362_PROJECTION: PROJECTING 6 CENTIMETERS
 NP0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0362+STABILITY: SURFACE MOTION
 NP0362
 NP0362  HISTORY     - Date     Condition        Report By
 NP0362  HISTORY     - 1945     MONUMENTED       USGS
 NP0362  HISTORY     - 1956     GOOD             CGS
 NP0362  HISTORY     - 1985     GOOD             NGS
 NP0362
 NP0362                          STATION DESCRIPTION
 NP0362
 NP0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0362'3.9 MI E FROM MARSLAND.
 NP0362'3.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0362'FROM THE STATION SIGN AT MARSLAND, 11 1/2 POLES EAST OF MILEPOST
 NP0362'397, 174 FEET WEST OF THE CENTER OF A ROAD CROSSING, 44 FEET
 NP0362'NORTH OF THE NORTH RAIL, 36.3 FEET SOUTH OF A FENCE, 2 FEET EAST
 NP0362'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0362'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 3, TOWNSHIP 28
 NP0362'NORTH, RANGE 51 WEST.
 NP0362
 NP0362                          STATION RECOVERY (1985)
 NP0362
 NP0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0362'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0362'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0362'OFFICE AT MARSLAND, THENCE 6.03 KM (3.75 MI) SOUTHEAST ALONG THE
 NP0362'BURLINGTON NORTHERN RAILROAD, 0.1 KM (0.05 MI) WEST OF A DIRT ROAD
 NP0362'CROSSING, 11 1/2 POLES EAST OF MILEPOLE 397, 13.41 METERS (44 FT)
 NP0362'NORTH OF THE NORTH RAIL, 1.10 METERS (3.6 FT) SOUTH OF A FENCE AND
 NP0362'0.61 METER (2 FT) EAST OF A WOODEN WITNESS POST.
 NP0362'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0362'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0657 ***********************************************************************
 NN0657  DESIGNATION -  TT 7 EFG
 NN0657  PID         -  NN0657
 NN0657  STATE/COUNTY-  NE/HOLT
 NN0657  COUNTRY     -  US
 NN0657  USGS QUAD   -  PAGE (2017)
 NN0657
 NN0657                         *CURRENT SURVEY CONTROL
 NN0657  ______________________________________________________________________
 NN0657* NAD 83(1995) POSITION- 42 29 43.34922(N) 098 23 01.18413(W)   ADJUSTED
 NN0657* NAVD 88 ORTHO HEIGHT -   581.5   (meters)     1908.    (feet) VERTCON
 NN0657  ______________________________________________________________________
 NN0657  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 NN0657  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 NN0657  HORZ ORDER      -  THIRD
 NN0657  VERT ORDER      -  THIRD ? (See Below)
 NN0657
 NN0657.The horizontal coordinates were established by classical geodetic methods
 NN0657.and adjusted by the National Geodetic Survey in August 1997.
 NN0657
 NN0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0657
 NN0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0657.GEOID18 height accuracy estimate available here.
 NN0657
 NN0657.The vertical order pertains to the NGVD 29 superseded value.
 NN0657
 NN0657.Click photographs - Photos may exist for this station.
 NN0657
 NN0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0657
 NN0657. The following values were computed from the NAD 83(1995) position.
 NN0657
 NN0657;                    North         East     Units Scale Factor Converg.
 NN0657;SPC NE       -   296,811.012   632,837.894   MT  0.99980790   +1 04 16.1
 NN0657;SPC NE       -   973,787.46  2,076,235.66   sFT  0.99980790   +1 04 16.1
 NN0657;UTM  14      - 4,704,963.522   550,645.908   MT  0.99963156   +0 24 58.9
 NN0657
 NN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0657!SPC NE       -   0.99991275  x   0.99980790  =   0.99972066
 NN0657!UTM  14      -   0.99991275  x   0.99963156  =   0.99954434
 NN0657
 NN0657:                Primary Azimuth Mark                     Grid Az
 NN0657:SPC NE       -  AZ WINDMILL ENE                          061 54 29.6
 NN0657:UTM  14      -  AZ WINDMILL ENE                          062 33 46.8
 NN0657
 NN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5064504963(NAD 83)
 NN0657
 NN0657|---------------------------------------------------------------------|
 NN0657| PID    Reference Object                     Distance      Geod. Az  |
 NN0657|                                                           dddmmss.s |
 NN0657| CO2148 AZ WINDMILL ENE                                    0625845.7 |
 NN0657| CO2153 AZ WINDMILL NW                                     3110044.2 |
 NN0657|---------------------------------------------------------------------|
 NN0657
 NN0657                          SUPERSEDED SURVEY CONTROL
 NN0657
 NN0657  NAD 83(1986)-  42 29 43.35552(N)    098 23 01.18849(W) AD(       ) 3
 NN0657  NAD 27      -  42 29 43.34614(N)    098 22 59.90525(W) AD(       ) 3
 NN0657
 NN0657.Superseded values are not recommended for survey control.
 NN0657
 NN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0657.See file dsdata.pdf to determine how the superseded data were derived.
 NN0657
 NN0657_MARKER: DE = TRAVERSE STATION DISK
 NN0657_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0657
 NN0657  HISTORY     - Date     Condition        Report By
 NN0657  HISTORY     - 1950     MONUMENTED       USGS
 NN0657
 NN0657                          STATION DESCRIPTION
 NN0657
 NN0657'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NN0657'O NEILL, 2.0 MI N. AND 13.5 MI E. OF, NEAR COR. SECS. 8, 9, 16 AND 17,
 NN0657'T. 29 N., R. 9 W., 175 FT N. OF FENCE COR., 25 FT E. OF DIM RD., IN A
 NN0657'FENCE LINE, IN A CONCRETE POST.  STANDARD TABLET STAMPED---7 EFG 1950
 NN0657'TT 1907---.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--N 62 DEG 58
 NN0657'MIN 45 SEC E.  AZIMUTH TO WINDMILL ABOUT 1.0 MI DISTANT--N 48 DEG 59
 NN0657'MIN 15 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1053 ***********************************************************************
 ML1053  DESIGNATION -  TT 72 RDS
 ML1053  PID         -  ML1053
 ML1053  STATE/COUNTY-  NE/GREELEY
 ML1053  COUNTRY     -  US
 ML1053  USGS QUAD   -  SPALDING (2017)
 ML1053
 ML1053                         *CURRENT SURVEY CONTROL
 ML1053  ______________________________________________________________________
 ML1053* NAD 83(1995) POSITION- 41 44 25.79997(N) 098 22 01.10423(W)   ADJUSTED
 ML1053* NAVD 88 ORTHO HEIGHT -   615.0   (meters)     2018.    (feet) VERTCON
 ML1053  ______________________________________________________________________
 ML1053  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 ML1053  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 ML1053  HORZ ORDER      -  THIRD
 ML1053  VERT ORDER      -  THIRD ? (See Below)
 ML1053
 ML1053.The horizontal coordinates were established by classical geodetic methods
 ML1053.and adjusted by the National Geodetic Survey in August 1997.
 ML1053
 ML1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1053
 ML1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1053.GEOID18 height accuracy estimate available here.
 ML1053
 ML1053.The vertical order pertains to the NGVD 29 superseded value.
 ML1053
 ML1053.Click photographs - Photos may exist for this station.
 ML1053
 ML1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1053
 ML1053. The following values were computed from the NAD 83(1995) position.
 ML1053
 ML1053;                    North         East     Units Scale Factor Converg.
 ML1053;SPC NE       -   213,026.822   635,792.487   MT  0.99966696   +1 04 55.9
 ML1053;SPC NE       -   698,905.50  2,085,929.18   sFT  0.99966696   +1 04 55.9
 ML1053;UTM  14      - 4,621,158.486   552,638.342   MT  0.99963410   +0 25 17.2
 ML1053
 ML1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1053!SPC NE       -   0.99990738  x   0.99966696  =   0.99957437
 ML1053!UTM  14      -   0.99990738  x   0.99963410  =   0.99954151
 ML1053
 ML1053:                Primary Azimuth Mark                     Grid Az
 ML1053:SPC NE       -  AZ CUPOLA BARN E                         083 44 14.9
 ML1053:UTM  14      -  AZ CUPOLA BARN E                         084 23 53.6
 ML1053
 ML1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5263821158(NAD 83)
 ML1053
 ML1053|---------------------------------------------------------------------|
 ML1053| PID    Reference Object                     Distance      Geod. Az  |
 ML1053|                                                           dddmmss.s |
 ML1053| CN7766 AZ CUPOLA BARN E                                   0844910.8 |
 ML1053| CN7769 AZ E EAVE FARMHOUSE WSW                            2352004.3 |
 ML1053|---------------------------------------------------------------------|
 ML1053
 ML1053                          SUPERSEDED SURVEY CONTROL
 ML1053
 ML1053  NAD 83(1986)-  41 44 25.80480(N)    098 22 01.10980(W) AD(       ) 3
 ML1053  NAD 27      -  41 44 25.74351(N)    098 21 59.85814(W) AD(       ) 3
 ML1053
 ML1053.Superseded values are not recommended for survey control.
 ML1053
 ML1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1053.See file dsdata.pdf to determine how the superseded data were derived.
 ML1053
 ML1053_MARKER: DD = SURVEY DISK
 ML1053_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1053_STAMPING: TT 72 RDS 1951
 ML1053_MARK LOGO: USGS
 ML1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1053
 ML1053  HISTORY     - Date     Condition        Report By
 ML1053  HISTORY     - 1951     MONUMENTED       USGS
 ML1053
 ML1053                          STATION DESCRIPTION
 ML1053
 ML1053'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 ML1053'SPALDING, 3.9 MI N. ALONG STATE HWY. 101 FROM POST OFFICE AT.  NEAR
 ML1053'COR. SECS. 4 AND 5, T. 20 N., R. 9 W.  366 FT NE. ALONG RD. FROM
 ML1053'CENTER OF STATE HWY. 101, 20 FT S. OF CENTER OF RD., 16 FT S. OF POWER
 ML1053'POLE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---72 RDS 1951 TT---.
 ML1053'AZIMUTH TO NW. COR. CUPOLA ON BARN E. ABOUT 0.75 MI DISTANT--N 84 DEG
 ML1053'49 MIN 15 SEC E.  AZIMUTH TO E. EAVE WHITE FARMHOUSE WSW. ABOUT 0.1 MI
 ML1053'DISTANT--S 55 DEG 20 MIN 10 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1168 ***********************************************************************
 ML1168  DESIGNATION -  TT 75 KW
 ML1168  PID         -  ML1168
 ML1168  STATE/COUNTY-  NE/DAWSON
 ML1168  COUNTRY     -  US
 ML1168  USGS QUAD   -  OCONTO SW (2017)
 ML1168
 ML1168                         *CURRENT SURVEY CONTROL
 ML1168  ______________________________________________________________________
 ML1168* NAD 83(1995) POSITION- 41 00 34.32201(N) 099 59 43.29743(W)   ADJUSTED
 ML1168* NAVD 88 ORTHO HEIGHT -   825.    (meters)     2707.    (feet) SCALED
 ML1168  ______________________________________________________________________
 ML1168  GEOID HEIGHT    -        -23.075 (meters)                     GEOID18
 ML1168  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 ML1168  HORZ ORDER      -  THIRD
 ML1168
 ML1168.The horizontal coordinates were established by classical geodetic methods
 ML1168.and adjusted by the National Geodetic Survey in August 1997.
 ML1168
 ML1168.The orthometric height was scaled from a topographic map.
 ML1168
 ML1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1168.GEOID18 height accuracy estimate available here.
 ML1168
 ML1168.Click photographs - Photos may exist for this station.
 ML1168
 ML1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1168
 ML1168. The following values were computed from the NAD 83(1995) position.
 ML1168
 ML1168;                    North         East     Units Scale Factor Converg.
 ML1168;SPC NE       -   130,589.382   500,390.179   MT  0.99969587   +0 00 11.1
 ML1168;SPC NE       -   428,442.00  1,641,696.78   sFT  0.99969587   +0 00 11.1
 ML1168;UTM  14      - 4,540,292.507   416,300.137   MT  0.99968622   -0 39 11.4
 ML1168
 ML1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1168!SPC NE       -   0.99987418  x   0.99969587  =   0.99957009
 ML1168!UTM  14      -   0.99987418  x   0.99968622  =   0.99956044
 ML1168
 ML1168:                Primary Azimuth Mark                     Grid Az
 ML1168:SPC NE       -  TT 75 KW AZ MK                           178 17 23.3
 ML1168:UTM  14      -  TT 75 KW AZ MK                           178 56 45.8
 ML1168
 ML1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1630040292(NAD 83)
 ML1168
 ML1168|---------------------------------------------------------------------|
 ML1168| PID    Reference Object                     Distance      Geod. Az  |
 ML1168|                                                           dddmmss.s |
 ML1168| CO2621 TT 75 KW RM 1                        17.036 METERS 09329     |
 ML1168| CO2620 TT 75 KW AZ MK                                     1781734.4 |
 ML1168| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.16.0 KM 2400744.7 |
 ML1168| CO2622 TT 75 KW RM 2                         8.294 METERS 35546     |
 ML1168|---------------------------------------------------------------------|
 ML1168
 ML1168                          SUPERSEDED SURVEY CONTROL
 ML1168
 ML1168  NAD 83(1986)-  41 00 34.32897(N)    099 59 43.30302(W) AD(       ) 3
 ML1168  NAD 27      -  41 00 34.30081(N)    099 59 41.87199(W) AD(       ) 3
 ML1168
 ML1168.Superseded values are not recommended for survey control.
 ML1168
 ML1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1168.See file dsdata.pdf to determine how the superseded data were derived.
 ML1168
 ML1168_MARKER: DB = BENCH MARK DISK
 ML1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1168_STAMPING: TT 75 KW 1949
 ML1168_MARK LOGO: USGS
 ML1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1168+STABILITY: SURFACE MOTION
 ML1168
 ML1168  HISTORY     - Date     Condition        Report By
 ML1168  HISTORY     - 1949     MONUMENTED       USGS
 ML1168  HISTORY     - 1951     GOOD             CGS
 ML1168
 ML1168                          STATION DESCRIPTION
 ML1168
 ML1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1168'THE STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST OF
 ML1168'GOTHENBURG AND 10.5 MILES NORTH OF COZAD.  IT IS 52 FEET NORTH
 ML1168'OF THE CENTER OF A DRIVEWAY, 29 FEET WEST OF THE CENTER OF
 ML1168'A NORTH-SOUTH GRAVELED ROAD, 3 FEET NORTHEAST OF A WITNESS
 ML1168'POST AND 3 FEET EAST OF A FENCE CORNER.
 ML1168'
 ML1168'A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR THE STATION.
 ML1168'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 ML1168'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS STAMPED
 ML1168'TT 75 KW 1949 AND PROJECTS 3 INCHES.
 ML1168'
 ML1168'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF A
 ML1168'NORTH-SOUTH GRAVELED ROAD AND JUST WEST OF A NORTH-SOUTH FENCE
 ML1168'LINE.  IT IS STAMPED TT 75 KW NO 1 USGS 1951 AND PROJECTS 4
 ML1168'INCHES.
 ML1168'
 ML1168'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTER OF A
 ML1168'NORTH-SOUTH GRAVELED ROAD AND JUST EAST OF A NORTH-SOUTH FENCE
 ML1168'LINE.  IT IS STAMPED TT 75 KW NO 2 USGS 1951 AND PROJECTS 4
 ML1168'INCHES.
 ML1168'
 ML1168'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1168'NO. 2 IS 65.3 FEET.
 ML1168'
 ML1168'THE AZIMUTH MARK IS LOCATED 25 FEET EAST OF THE CENTER OF A
 ML1168'NORTH-SOUTH GRAVELED ROAD, 1 FOOT NORTH-NORTHWEST OF A WITNESS
 ML1168'POST AND JUST WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1168'TT 75 KW USGS 1951 AND PROJECTS 6 INCHES.
 ML1168'
 ML1168'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH ON
 ML1168'A PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 30.  TURN RIGHT
 ML1168'AND GO WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 0.55 MILE TO A
 ML1168'T ROAD RIGHT, JUST WEST OF A DESOTA AND PLYMOUTH GARAGE, TURN
 ML1168'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 7.95 MILES TO A
 ML1168'CROSSROAD JUST WEST OF A CEMETERY.  CONTINUE NORTH FOR 1.85
 ML1168'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 ML1168'NORTH FOR 0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1223 ***********************************************************************
 ML1223  DESIGNATION -  TT 8 LDH RESET
 ML1223  PID         -  ML1223
 ML1223  STATE/COUNTY-  NE/CUSTER
 ML1223  COUNTRY     -  US
 ML1223  USGS QUAD   -  MILBURN (2017)
 ML1223
 ML1223                         *CURRENT SURVEY CONTROL
 ML1223  ______________________________________________________________________
 ML1223* NAD 83(1986) POSITION- 41 40 01.     (N) 099 38 08.     (W)   SCALED
 ML1223* NAVD 88 ORTHO HEIGHT -   735.09  (meters)     2411.7   (feet) RESET
 ML1223  ______________________________________________________________________
 ML1223  GEOID HEIGHT    -        -22.782 (meters)                     GEOID18
 ML1223  VERT ORDER      -  THIRD
 ML1223
 ML1223.The horizontal coordinates were scaled from a map and have
 ML1223.an estimated accuracy of +/- 6 seconds.
 ML1223
 ML1223.The orthometric height was computed from unverified reset data.
 ML1223
 ML1223.No vertical observational check was made to the station.
 ML1223
 ML1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1223.GEOID18 height accuracy estimate available here.
 ML1223
 ML1223.Click photographs - Photos may exist for this station.
 ML1223
 ML1223;                    North         East    Units  Estimated Accuracy
 ML1223;SPC NE       -   203,640.      530,340.      MT  (+/- 180 meters Scaled)
 ML1223
 ML1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM470129(NAD 83)
 ML1223
 ML1223                          SUPERSEDED SURVEY CONTROL
 ML1223
 ML1223  NGVD 29 (01/31/13)  734.81   (m)         2410.8    (f) RESET       3  
 ML1223
 ML1223.Superseded values are not recommended for survey control.
 ML1223
 ML1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1223.See file dsdata.pdf to determine how the superseded data were derived.
 ML1223
 ML1223_MARKER: DV = VERTICAL CONTROL DISK
 ML1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1223_STAMPING: TT 8 LDH RESET 1984
 ML1223_MARK LOGO: NGS
 ML1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1223+STABILITY: SURFACE MOTION
 ML1223
 ML1223  HISTORY     - Date     Condition        Report By
 ML1223  HISTORY     - 1984     MONUMENTED       NGS
 ML1223
 ML1223                          STATION DESCRIPTION
 ML1223
 ML1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1223'3.06 KM (1.90 MI) NORTH ALONG A GRAVELED COUNTY ROAD FROM THE SCHOOL
 ML1223'IN GATES, WHICH IS LOCATED 27.36 KM (17.00 MI) NORTH ALONG 5TH STREET
 ML1223'AND A PAVED COUNTY ROAD FROM STATE HIGHWAY 2 IN BROKEN BOW, TO THE
 ML1223'MARK ON THE LEFT, AT THE NORTHEAST CORNER OF A GROVE OF CEDAR TREES,
 ML1223'AT A T FENCE CORNER, 12.20 M (40.03 FT) WEST FROM THE CENTERLINE OF
 ML1223'THE ROAD, 5.49 M (18.01 FT) SOUTH FROM A POWERLINE POLE, 0.30 M (0.98
 ML1223'FT) EAST OF A FENCE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0611 ***********************************************************************
 NN0611  DESIGNATION -  TT 9 RDS
 NN0611  PID         -  NN0611
 NN0611  STATE/COUNTY-  NE/KNOX
 NN0611  COUNTRY     -  US
 NN0611  USGS QUAD   -  WALNUT (2017)
 NN0611
 NN0611                         *CURRENT SURVEY CONTROL
 NN0611  ______________________________________________________________________
 NN0611* NAD 83(1995) POSITION- 42 30 40.93159(N) 098 07 50.42426(W)   ADJUSTED
 NN0611* NAVD 88 ORTHO HEIGHT -   496.9   (meters)     1630.    (feet) VERTCON
 NN0611  ______________________________________________________________________
 NN0611  GEOID HEIGHT    -        -25.449 (meters)                     GEOID18
 NN0611  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 NN0611  HORZ ORDER      -  THIRD
 NN0611  VERT ORDER      -  THIRD ? (See Below)
 NN0611
 NN0611.The horizontal coordinates were established by classical geodetic methods
 NN0611.and adjusted by the National Geodetic Survey in August 1997.
 NN0611
 NN0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0611
 NN0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0611.GEOID18 height accuracy estimate available here.
 NN0611
 NN0611.The vertical order pertains to the NGVD 29 superseded value.
 NN0611
 NN0611.Click photographs - Photos may exist for this station.
 NN0611
 NN0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0611
 NN0611. The following values were computed from the NAD 83(1995) position.
 NN0611
 NN0611;                    North         East     Units Scale Factor Converg.
 NN0611;SPC NE       -   299,006.162   653,588.228   MT  0.99981278   +1 14 19.7
 NN0611;SPC NE       -   980,989.38  2,144,314.04   sFT  0.99981278   +1 14 19.7
 NN0611;UTM  14      - 4,706,921.697   571,416.504   MT  0.99966275   +0 35 14.9
 NN0611
 NN0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0611!SPC NE       -   0.99992606  x   0.99981278  =   0.99973885
 NN0611!UTM  14      -   0.99992606  x   0.99966275  =   0.99958884
 NN0611
 NN0611:                Primary Azimuth Mark                     Grid Az
 NN0611:SPC NE       -  AZ N GABLE BARN SSW                      200 44 03.8
 NN0611:UTM  14      -  AZ N GABLE BARN SSW                      201 23 08.6
 NN0611
 NN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7141606921(NAD 83)
 NN0611
 NN0611|---------------------------------------------------------------------|
 NN0611| PID    Reference Object                     Distance      Geod. Az  |
 NN0611|                                                           dddmmss.s |
 NN0611| CO2131 AZ N GABLE BARN SSW                                2015823.5 |
 NN0611| CO2152 AZ WINDMILL NNW                                    3520825.0 |
 NN0611|---------------------------------------------------------------------|
 NN0611
 NN0611                          SUPERSEDED SURVEY CONTROL
 NN0611
 NN0611  NAD 83(1986)-  42 30 40.93657(N)    098 07 50.42848(W) AD(       ) 3
 NN0611  NAD 27      -  42 30 40.92393(N)    098 07 49.17461(W) AD(       ) 3
 NN0611
 NN0611.Superseded values are not recommended for survey control.
 NN0611
 NN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0611.See file dsdata.pdf to determine how the superseded data were derived.
 NN0611
 NN0611_MARKER: DD = SURVEY DISK
 NN0611_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0611_STAMPING: 9 RDS 1950 1630 TT
 NN0611_MARK LOGO: USGS
 NN0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0611
 NN0611  HISTORY     - Date     Condition        Report By
 NN0611  HISTORY     - 1950     MONUMENTED       USGS
 NN0611
 NN0611                          STATION DESCRIPTION
 NN0611
 NN0611'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RDS)
 NN0611'VERDIGRE, 6.0 MI S. AND 5.0 MI W. OF, NEAR COR. SECS. 3, 4, 9 AND 10,
 NN0611'T. 29 N., R. 7 W., 214 FT N. OF EXTENDED T - RD. E., 158 FT N. AND 26
 NN0611'FT E. OF RD. FORK.  26 FT E. OF RD., 1 FT W. OF E. RIGHT - OF - WAY
 NN0611'FENCE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---9 RDS 1950 1630
 NN0611'TT---.  AZIMUTH TO WINDMILL ABOUT 0.25 MI DISTANT--S 21 DEG 58 MIN
 NN0611'25 SEC W.  AZIMUTH TO N. GABLE WHITE BARN ABOUT 2.0 MI DISTANT--
 NN0611'N 4 DEG 51 MIN 35 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0486 ***********************************************************************
 LG0486  DESIGNATION -  TTS 16 BO
 LG0486  PID         -  LG0486
 LG0486  STATE/COUNTY-  NE/SEWARD
 LG0486  COUNTRY     -  US
 LG0486  USGS QUAD   -  FRIEND (2017)
 LG0486
 LG0486                         *CURRENT SURVEY CONTROL
 LG0486  ______________________________________________________________________
 LG0486* NAD 83(1986) POSITION- 40 44 31.55   (N) 097 19 49.01   (W)   HD_HELD1
 LG0486* NAVD 88 ORTHO HEIGHT -   471.512 (meters)     1546.95  (feet) ADJUSTED
 LG0486  ______________________________________________________________________
 LG0486  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 LG0486  DYNAMIC HEIGHT  -        471.255 (meters)     1546.11  (feet) COMP
 LG0486  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LG0486
 LG0486  VERT ORDER      -  SECOND    CLASS 0
 LG0486
 LG0486.The horizontal coordinates were determined by differentially corrected
 LG0486.hand held GPS observations or other comparable positioning techniques
 LG0486.and have an estimated accuracy of +/- 3 meters.
 LG0486
 LG0486.The orthometric height was determined by differential leveling and
 LG0486.adjusted by the NATIONAL GEODETIC SURVEY
 LG0486.in June 1991.
 LG0486
 LG0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0486.GEOID18 height accuracy estimate available here.
 LG0486
 LG0486.Click photographs - Photos may exist for this station.
 LG0486
 LG0486.The dynamic height is computed by dividing the NAVD 88
 LG0486.geopotential number by the normal gravity value computed on the
 LG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0486.degrees latitude (g = 980.6199 gals.).
 LG0486
 LG0486.The modeled gravity was interpolated from observed gravity values.
 LG0486
 LG0486;                    North         East    Units  Estimated Accuracy
 LG0486;SPC NE       -   104,378.7     725,397.7     MT  (+/- 3 meters HH1 GPS) 
 LG0486
 LG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4097411468(NAD 83)
 LG0486
 LG0486                          SUPERSEDED SURVEY CONTROL
 LG0486
 LG0486  NGVD 29 (??/??/92)  471.34   (m)         1546.4    (f) COMPUTED    2 0
 LG0486
 LG0486.Superseded values are not recommended for survey control.
 LG0486
 LG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0486.See file dsdata.pdf to determine how the superseded data were derived.
 LG0486
 LG0486_MARKER: DD = SURVEY DISK
 LG0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0486_STAMPING: TT 16 BO 1934 1546
 LG0486_MARK LOGO: USGS
 LG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0486+STABILITY: SURFACE MOTION
 LG0486
 LG0486  HISTORY     - Date     Condition        Report By
 LG0486  HISTORY     - 1934     MONUMENTED       USGS
 LG0486  HISTORY     - 1935     GOOD             CGS
 LG0486  HISTORY     - 1941     GOOD             CGS
 LG0486
 LG0486                          STATION DESCRIPTION
 LG0486
 LG0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0486'2.2 MI NE FROM CORDOVA.
 LG0486'2.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0486'FROM THE STATION AT CORDOVA, SEWARD COUNTY, AT A ROAD CROSSING,
 LG0486'55.3 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 49.5 FEET
 LG0486'EAST OF THE EAST RAIL, AND 45 FEET SOUTH OF THE CENTER LINE OF
 LG0486'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LG0486'STAMPED TT 16 BO 1934 1546 AND SET IN THE TOP OF A CONCRETE
 LG0486'POST.
 LG0486
 LG0486                          STATION RECOVERY (1941)
 LG0486
 LG0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0434 ***********************************************************************
 LG0434  DESIGNATION -  TTS 22 K
 LG0434  PID         -  LG0434
 LG0434  STATE/COUNTY-  NE/SALINE
 LG0434  COUNTRY     -  US
 LG0434  USGS QUAD   -  FRIEND (2017)
 LG0434
 LG0434                         *CURRENT SURVEY CONTROL
 LG0434  ______________________________________________________________________
 LG0434* NAD 83(1986) POSITION- 40 40 08.48   (N) 097 15 17.11   (W)   HD_HELD1
 LG0434* NAVD 88 ORTHO HEIGHT -   473.085 (meters)     1552.11  (feet) ADJUSTED
 LG0434  ______________________________________________________________________
 LG0434  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 LG0434  DYNAMIC HEIGHT  -        472.825 (meters)     1551.26  (feet) COMP
 LG0434  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 LG0434
 LG0434  VERT ORDER      -  FIRST     CLASS II
 LG0434
 LG0434.The horizontal coordinates were determined by differentially corrected
 LG0434.hand held GPS observations or other comparable positioning techniques
 LG0434.and have an estimated accuracy of +/- 3 meters.
 LG0434
 LG0434.The orthometric height was determined by differential leveling and
 LG0434.adjusted by the NATIONAL GEODETIC SURVEY
 LG0434.in June 1991.
 LG0434
 LG0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0434.GEOID18 height accuracy estimate available here.
 LG0434
 LG0434.Click photographs - Photos may exist for this station.
 LG0434
 LG0434.The dynamic height is computed by dividing the NAVD 88
 LG0434.geopotential number by the normal gravity value computed on the
 LG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0434.degrees latitude (g = 980.6199 gals.).
 LG0434
 LG0434.The modeled gravity was interpolated from observed gravity values.
 LG0434
 LG0434;                    North         East    Units  Estimated Accuracy
 LG0434;SPC NE       -    96,469.6     732,029.7     MT  (+/- 3 meters HH1 GPS) 
 LG0434
 LG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4751303480(NAD 83)
 LG0434
 LG0434                          SUPERSEDED SURVEY CONTROL
 LG0434
 LG0434  NGVD 29 (??/??/92)  472.920  (m)         1551.57   (f) ADJ UNCH    1 2
 LG0434
 LG0434.Superseded values are not recommended for survey control.
 LG0434
 LG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0434.See file dsdata.pdf to determine how the superseded data were derived.
 LG0434
 LG0434_MARKER: DD = SURVEY DISK
 LG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0434_STAMPING: 1551 TT 22 K 1935
 LG0434_MARK LOGO: USGS
 LG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0434+STABILITY: SURFACE MOTION
 LG0434
 LG0434  HISTORY     - Date     Condition        Report By
 LG0434  HISTORY     - 1935     MONUMENTED       USGS
 LG0434  HISTORY     - 1940     GOOD             CGS
 LG0434  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0434
 LG0434                          STATION DESCRIPTION
 LG0434
 LG0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0434'1.5 MI E FROM FRIEND.
 LG0434'1.5 MILES EAST ALONG STATE HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LG0434'AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY, THENCE 1.0
 LG0434'MILE NORTH ALONG A DIRT ROAD, AT THE CORNER COMMON TO SECTIONS 12,
 LG0434'13, 7 AND 18, T 8 N, RS. 1 AND 2 E, AT A ROAD INTERSECTION, 51
 LG0434'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 31 FEET
 LG0434'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 25 FEET
 LG0434'WEST AND 2 FEET SOUTH OF A FENCE CORNER.  A UNITED STATES
 LG0434'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1551 TT 22 K 1935 AND
 LG0434'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 LG0434'GROUND.
 LG0434
 LG0434                          STATION RECOVERY (1991)
 LG0434
 LG0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0434'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0377 ***********************************************************************
 NO0377  DESIGNATION -  TURKEY
 NO0377  PID         -  NO0377
 NO0377  STATE/COUNTY-  NE/KEYA PAHA
 NO0377  COUNTRY     -  US
 NO0377  USGS QUAD   -  NORDEN (2017)
 NO0377
 NO0377                         *CURRENT SURVEY CONTROL
 NO0377  ______________________________________________________________________
 NO0377* NAD 83(1995) POSITION- 42 47 49.76794(N) 100 00 16.75255(W)   ADJUSTED
 NO0377* NAVD 88 ORTHO HEIGHT -   768.    (meters)     2520.    (feet) SCALED
 NO0377  ______________________________________________________________________
 NO0377  GEOID HEIGHT    -        -22.939 (meters)                     GEOID18
 NO0377  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 NO0377  HORZ ORDER      -  THIRD
 NO0377
 NO0377.The horizontal coordinates were established by classical geodetic methods
 NO0377.and adjusted by the National Geodetic Survey in August 1997.
 NO0377
 NO0377.The orthometric height was scaled from a topographic map.
 NO0377
 NO0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0377.GEOID18 height accuracy estimate available here.
 NO0377
 NO0377.Click photographs - Photos may exist for this station.
 NO0377
 NO0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0377
 NO0377. The following values were computed from the NAD 83(1995) position.
 NO0377
 NO0377;                    North         East     Units Scale Factor Converg.
 NO0377;SPC NE       -   329,088.353   499,619.337   MT  0.99991330   -0 00 11.1
 NO0377;SPC NE       - 1,079,684.04  1,639,167.77   sFT  0.99991330   -0 00 11.1
 NO0377;UTM  14      - 4,738,779.306   417,843.167   MT  0.99968304   -0 40 57.4
 NO0377
 NO0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0377!SPC NE       -   0.99988312  x   0.99991330  =   0.99979643
 NO0377!UTM  14      -   0.99988312  x   0.99968304  =   0.99956620
 NO0377
 NO0377:                Primary Azimuth Mark                     Grid Az
 NO0377:SPC NE       -  TURKEY AZ MK                             115 56 28.1
 NO0377:UTM  14      -  TURKEY AZ MK                             116 37 14.4
 NO0377
 NO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1784338779(NAD 83)
 NO0377
 NO0377|---------------------------------------------------------------------|
 NO0377| PID    Reference Object                     Distance      Geod. Az  |
 NO0377|                                                           dddmmss.s |
 NO0377| CO4722 TURKEY RM 1                           8.047 METERS 00815     |
 NO0377| CO4723 TURKEY RM 2                          11.549 METERS 11119     |
 NO0377| CO4721 TURKEY AZ MK                                       1155617.0 |
 NO0377|---------------------------------------------------------------------|
 NO0377
 NO0377                          SUPERSEDED SURVEY CONTROL
 NO0377
 NO0377  NAD 83(1986)-  42 47 49.77361(N)    100 00 16.76403(W) AD(       ) 3
 NO0377  NAD 27      -  42 47 49.77700(N)    100 00 15.32300(W) AD(       ) 3
 NO0377
 NO0377.Superseded values are not recommended for survey control.
 NO0377
 NO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0377.See file dsdata.pdf to determine how the superseded data were derived.
 NO0377
 NO0377_MARKER: DS = TRIANGULATION STATION DISK
 NO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0377_STAMPING: TURKEY 1949
 NO0377_MARK LOGO: CGS
 NO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0377+STABILITY: SURFACE MOTION
 NO0377
 NO0377  HISTORY     - Date     Condition        Report By
 NO0377  HISTORY     - 1949     MONUMENTED       CGS
 NO0377
 NO0377                          STATION DESCRIPTION
 NO0377
 NO0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0377'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF NORDEN
 NO0377'AND 0.5 MILE NORTH OF THE NIOBRARA RIVER ON LAND OWNED BY MR.
 NO0377'ED MURRAY.  IT IS ON THE HIGHEST POINT OF BLUFF OVERLOOKING
 NO0377'THE NIOBRARA RIVER FROM THE NORTH, 12 FEET NORTH OF THE SOUTH
 NO0377'EDGE OF BLUFF, 7.5 FEET NORTH OF WITNESS POST AND 6 FEET EAST
 NO0377'OF THE WEST EDGE OF BLUFF.  IT IS STAMPED TURKEY 1949 AND
 NO0377'PROJECTS 2 INCHES.
 NO0377'
 NO0377'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 4
 NO0377'FEET EAST OF THE WEST EDGE OF BLUFF.  IT IS STAMPED TURKEY
 NO0377'NO 1 1949 AND PROJECTS 1 INCH.
 NO0377'
 NO0377'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 37 FEET
 NO0377'EAST OF WITNESS POST AND 15 FEET NORTH OF THE SOUTH EDGE OF
 NO0377'BLUFF.  IT IS STAMPED TURKEY NO 2 1949 AND PROJECTS 1 INCH.
 NO0377'
 NO0377'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, IN THE SOUTH
 NO0377'EDGE OF PASTURE, 15 FEET NORTH OF THE SOUTH EDGE OF BLUFF
 NO0377'AND 1 FOOT WEST OF WITNESS POST.  IT IS STAMPED TURKEY 1949
 NO0377'AND PROJECTS 2 INCHES.
 NO0377'
 NO0377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 NO0377'MILE TO GATE IN NORTH-SOUTH FENCE LINE, GO THROUGH GATE AND
 NO0377'GO EAST-SOUTHEAST ACROSS PASTURE FOR 0.3 MILE TO EDGE OF BLUFF
 NO0377'AND AZIMUTH MARK AS DESCRIBED.
 NO0377'
 NO0377'TO REACH THE STATION FROM THE POST OFFICE IN NORDEN, GO EAST
 NO0377'ON STATE HIGHWAY 7 FOR 2.7 MILES TO CROSSROADS, TURN RIGHT AND
 NO0377'GO SOUTH ON GRADED ROAD FOR 3.3 MILES TO FARM HOME ON THE
 NO0377'RIGHT, CONTINUE EAST ON THE NORTH SIDE OF HOUSE FOR 0.1 MILE
 NO0377'TO GATE, GO THROUGH GATE AND FOLLOW MAIN TRAVELED ROAD FOR
 NO0377'0.65 MILE TO GATE, GO THROUGH GATE AND CONTINUE ALONG THE
 NO0377'EAST SIDE OF FENCE FOR 0.2 MILE TO FENCE CORNER, CONTINUE ON
 NO0377'MAIN ROAD FOR 0.2 MILE TO FORKS, TAKE LEFT FORK FOR 0.95 MILE
 NO0377'ALONG THE EDGE OF FIELDS TO FORKS, TAKE LEFT FORK AND GO
 NO0377'SOUTH-SOUTHEAST ON DIM TRACK ROAD FOR 0.4 MILE TO HIGHEST
 NO0377'POINT OF BLUFF AND STATION AS DESCRIBED.
 NO0377'
 NO0377'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 4 FEET.
 NO0377'
 NO0377'A 4 FOOT SIGNAL AT STATION NIOBRARA (USGS) IS VISIBLE AT 4 FEET.
 NO0377'
 NO0377'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0781 ***********************************************************************
 LG0781  DESIGNATION -  TURKEY
 LG0781  PID         -  LG0781
 LG0781  STATE/COUNTY-  NE/SALINE
 LG0781  COUNTRY     -  US
 LG0781  USGS QUAD   -  PLEASANT HILL (2017)
 LG0781
 LG0781                         *CURRENT SURVEY CONTROL
 LG0781  ______________________________________________________________________
 LG0781* NAD 83(1995) POSITION- 40 32 28.87482(N) 097 00 26.42291(W)   ADJUSTED
 LG0781* NAVD 88 ORTHO HEIGHT -   435.39  (+/-2cm)     1428.4   (feet) VERTCON
 LG0781  ______________________________________________________________________
 LG0781  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 LG0781  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 LG0781  HORZ ORDER      -  SECOND
 LG0781  VERT ORDER      -  THIRD ? (See Below)
 LG0781
 LG0781.The horizontal coordinates were established by classical geodetic methods
 LG0781.and adjusted by the National Geodetic Survey in August 1997.
 LG0781
 LG0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0781
 LG0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0781.GEOID18 height accuracy estimate available here.
 LG0781
 LG0781.The vertical order pertains to the NGVD 29 superseded value.
 LG0781
 LG0781.Click photographs - Photos may exist for this station.
 LG0781
 LG0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0781
 LG0781. The following values were computed from the NAD 83(1995) position.
 LG0781
 LG0781;                    North         East     Units Scale Factor Converg.
 LG0781;SPC NE       -    82,998.045   753,423.715   MT  0.99979902   +1 58 59.6
 LG0781;SPC NE       -   272,302.75  2,471,857.64   sFT  0.99979902   +1 58 59.6
 LG0781;UTM  14      - 4,489,752.809   668,747.412   MT  0.99995052   +1 17 43.9
 LG0781
 LG0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0781!SPC NE       -   0.99993588  x   0.99979902  =   0.99973491
 LG0781!UTM  14      -   0.99993588  x   0.99995052  =   0.99988640
 LG0781
 LG0781:                Primary Azimuth Mark                     Grid Az
 LG0781:SPC NE       -  TURKEY AZ MK                             172 18 04.8
 LG0781:UTM  14      -  TURKEY AZ MK                             172 59 20.5
 LG0781
 LG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6874789752(NAD 83)
 LG0781
 LG0781|---------------------------------------------------------------------|
 LG0781| PID    Reference Object                     Distance      Geod. Az  |
 LG0781|                                                           dddmmss.s |
 LG0781| LG0782 TURKEY AZ MK                        APPROX. 1.2 KM 1741704.4 |
 LG0781| CO2623 TURKEY RM 1                          33.663 METERS 21509     |
 LG0781| CO2624 TURKEY RM 2                          24.442 METERS 30842     |
 LG0781|---------------------------------------------------------------------|
 LG0781
 LG0781                          SUPERSEDED SURVEY CONTROL
 LG0781
 LG0781  NAD 83(1986)-  40 32 28.88270(N)    097 00 26.42212(W) AD(       ) 2
 LG0781  NAD 27      -  40 32 28.87200(N)    097 00 25.30800(W) AD(       ) 2
 LG0781  NGVD 29             435.27   (m)         1428.0    (f) LEVELING    3  
 LG0781
 LG0781.Superseded values are not recommended for survey control.
 LG0781
 LG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0781.See file dsdata.pdf to determine how the superseded data were derived.
 LG0781
 LG0781_MARKER: DS = TRIANGULATION STATION DISK
 LG0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0781_STAMPING: TURKEY 1947
 LG0781_MARK LOGO: CGS
 LG0781_PROJECTION: FLUSH
 LG0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0781+STABILITY: SURFACE MOTION
 LG0781
 LG0781  HISTORY     - Date     Condition        Report By
 LG0781  HISTORY     - 1947     MONUMENTED       CGS
 LG0781
 LG0781                          STATION DESCRIPTION
 LG0781
 LG0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0781'THE STATION IS LOCATED ABOUT 4.75 MILES NORTHWEST OF WILBER AND
 LG0781'8.0 MILES SOUTH-SOUTHWEST OF CRETE ON THE EAST SIDE OF TURKEY
 LG0781'CREEK AND ON LAND OWNED AND OCCUPIED BY JOE FRITZ.  IT IS ABOUT
 LG0781'225 FEET SOUTHWEST OF THE FRITZ FARM HOUSE IN THE NORTHWEST CORNER
 LG0781'OF CULTIVATED FIELD ON THE SOUTH SIDE OF THE DRIVEWAY INTO YARD,
 LG0781'45 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 35 FEET
 LG0781'SOUTH OF EAST-WEST FENCE LINE, 15 FEET EAST OF NORTH-SOUTH
 LG0781'FENCE LINE AND 15 FEET EAST OF WHITE WITNESS POST.  IT IS
 LG0781'STAMPED TURKEY 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0781'
 LG0781'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 25 FEET WEST OF
 LG0781'THE CENTER OF THE NORTH-SOUTH DIRT ROAD AND 1 FOOT EAST OF
 LG0781'NORTH-SOUTH FENCE LINE.  IT IS STAMPED TURKEY NO 1 1947 AND
 LG0781'PROJECTS 4 INCHES.
 LG0781'
 LG0781'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET WEST OF
 LG0781'THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF NORTH-SOUTH
 LG0781'FENCE LINE.  IT IS STAMPED TURKEY NO 2 1947 AND PROJECTS 6 INCHES.
 LG0781'
 LG0781'THE AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH OF THE STATION, SET
 LG0781'IN EAST-WEST FENCE LINE DIVIDING GRAZING LAND AND CORN FIELD ON
 LG0781'THE SOUTH.  IT IS ABOUT 0.1 MILE EAST OF THE CENTER OF NORTH-SOUTH
 LG0781'ROAD AND 6 FEET EAST-SOUTHEAST OF WHITE WITNESS POST.  IT IS
 LG0781'STAMPED TURKEY 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG0781'STATION, GO SOUTH FOR 0.7 MILE TO TOP OF SMALL HILL AND
 LG0781'EAST-WEST FENCE LINE ON THE LEFT, WALK EAST ALONG FENCE LINE FOR
 LG0781'141 PACES TO THE MARK AS DESCRIBED.
 LG0781'
 LG0781'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER, GO WEST
 LG0781'ON STATE ROUTE NO 41 FOR 1.5 MILES TO CROSSROADS JUST WEST OF
 LG0781'CEMETERY, TURN RIGHT AND GO NORTH FOR 2.9 MILES TO CROSSROADS,
 LG0781'TURN LEFT AND GO WEST FOR 1.0 MILE TO CROSSROADS, TURN RIGHT
 LG0781'AND GO NORTH FOR 1.25 MILES TO THE FRITZ FARM HOUSE ON THE RIGHT
 LG0781'JUST EAST OF ROAD AND STATION AS DESCRIBED.
 LG0781'
 LG0781'A 74 FOOT SIGNAL AT STATION LG0774 IS VISIBLE AT 37 FEET
 LG0781'
 LG0781'A 74 FOOT SIGNAL AT STATION CRETE IS VISIBLE AT 37 FEET
 LG0781'
 LG0781'A 4 FOOT SIGNAL AT STATION SALINE IS VISIBLE AT 37 FEET
 LG0781'
 LG0781'A 74 FOOT SIGNAL AT STATION KRAMER IS VISIBLE AT 37 FEET
 LG0781'
 LG0781'A 74 FOOT SIGNAL AT STATION PLUMMER IS VISIBLE 37 FEET
 LG0781'
 LG0781'AN 8 FOOT SIGNAL AT STATION BRUSH IS V.G.
 LG0781'
 LG0781'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1336 ***********************************************************************
 LH1336  DESIGNATION -  TURKEY
 LH1336  PID         -  LH1336
 LH1336  STATE/COUNTY-  NE/BUFFALO
 LH1336  COUNTRY     -  US
 LH1336  USGS QUAD   -  AMHERST (2017)
 LH1336
 LH1336                         *CURRENT SURVEY CONTROL
 LH1336  ______________________________________________________________________
 LH1336* NAD 83(1995) POSITION- 40 45 10.91832(N) 099 19 18.86763(W)   ADJUSTED
 LH1336* NAVD 88 ORTHO HEIGHT -   371.    (meters)     1217.    (feet) SCALED
 LH1336  ______________________________________________________________________
 LH1336  GEOID HEIGHT    -        -24.249 (meters)                     GEOID18
 LH1336  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 LH1336  HORZ ORDER      -  THIRD
 LH1336
 LH1336.The horizontal coordinates were established by classical geodetic methods
 LH1336.and adjusted by the National Geodetic Survey in August 1997.
 LH1336
 LH1336.The orthometric height was scaled from a topographic map.
 LH1336
 LH1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1336.GEOID18 height accuracy estimate available here.
 LH1336
 LH1336.Click photographs - Photos may exist for this station.
 LH1336
 LH1336.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1336
 LH1336. The following values were computed from the NAD 83(1995) position.
 LH1336
 LH1336;                    North         East     Units Scale Factor Converg.
 LH1336;SPC NE       -   102,337.041   557,248.609   MT  0.99974424   +0 26 57.7
 LH1336;SPC NE       -   335,750.78  1,828,239.81   sFT  0.99974424   +0 26 57.7
 LH1336;UTM  14      - 4,511,391.788   472,826.250   MT  0.99960909   -0 12 36.5
 LH1336
 LH1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1336!SPC NE       -   0.99994557  x   0.99974424  =   0.99968982
 LH1336!UTM  14      -   0.99994557  x   0.99960909  =   0.99955468
 LH1336
 LH1336:                Primary Azimuth Mark                     Grid Az
 LH1336:SPC NE       -  TURKEY AZ MK                             179 04 25.8
 LH1336:UTM  14      -  TURKEY AZ MK                             179 44 00.0
 LH1336
 LH1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7282611391(NAD 83)
 LH1336
 LH1336|---------------------------------------------------------------------|
 LH1336| PID    Reference Object                     Distance      Geod. Az  |
 LH1336|                                                           dddmmss.s |
 LH1336| CO2626 TURKEY RM 1                          22.349 METERS 11303     |
 LH1336| LH1334 ELM CREEK TWP ATT RELAY TOWER       237.625 METERS 16552     |
 LH1336| CO2625 TURKEY AZ MK                                       1793123.5 |
 LH1336| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 5.5 KM 2314625.5 |
 LH1336| CO2627 TURKEY RM 2                         105.055 METERS 35942     |
 LH1336|---------------------------------------------------------------------|
 LH1336
 LH1336                          SUPERSEDED SURVEY CONTROL
 LH1336
 LH1336  NAD 83(1986)-  40 45 10.92516(N)    099 19 18.86991(W) AD(       ) 3
 LH1336  NAD 27      -  40 45 10.89100(N)    099 19 17.52200(W) AD(       ) 3
 LH1336
 LH1336.Superseded values are not recommended for survey control.
 LH1336
 LH1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1336.See file dsdata.pdf to determine how the superseded data were derived.
 LH1336
 LH1336_MARKER: DS = TRIANGULATION STATION DISK
 LH1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1336_STAMPING: TURKEY 1951
 LH1336_MARK LOGO: CGS
 LH1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1336+STABILITY: SURFACE MOTION
 LH1336
 LH1336  HISTORY     - Date     Condition        Report By
 LH1336  HISTORY     - 1951     MONUMENTED       CGS
 LH1336  HISTORY     - 1959     GOOD             CGS
 LH1336
 LH1336                          STATION DESCRIPTION
 LH1336
 LH1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1336'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 2.5 MILES EAST
 LH1336'OF ELM CREEK AND ABOUT 0.15 MILE NORTHWEST OF THE ELM CREEK,
 LH1336'A.T. AND T.CO. RADIO RELAY TOWER ON THE ROAD RIGHT-OF-WAY, 30
 LH1336'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD AND 3 FEET SOUTHEAST
 LH1336'OF POWER LINE POLE.  IT IS STAMPED TURKEY 1951 AND PROJECTS 3
 LH1336'INCHES.
 LH1336'
 LH1336'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 40 FEET EAST OF
 LH1336'THE CENTER OF A NORTH-SOUTH ROAD AND 3 FEET WEST OF A POWER LINE
 LH1336'POLE.  IT IS STAMPED TURKEY NO 1 1951 AND PROJECTS 2 INCHES.
 LH1336'
 LH1336'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF
 LH1336'THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET SOUTH OF A POWER
 LH1336'LINE POLE.  IT IS STAMPED TURKEY NO 2 1951 AND PROJECTS 3 INCHES.
 LH1336'
 LH1336'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 15 FEET EAST OF
 LH1336'THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST
 LH1336'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED TURKEY
 LH1336'1951 AND PROJECTS 3 INCHES.
 LH1336'
 LH1336'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF THE
 LH1336'POST OFFICE IN ELM CREEK, GO EAST ON U.S. HIGHWAY 30 FOR 2.7
 LH1336'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON DIRT ROAD FOR
 LH1336'1.6 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE NORTH
 LH1336'FOR 1.3 MILES TO STATION ON LEFT AS DESCRIBED.
 LH1336
 LH1336                          STATION RECOVERY (1959)
 LH1336
 LH1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1336'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND
 LH1336'INTACT.  ORIGINAL DESCRIPTION IS ADEQUATE.  AT THIS DATE A
 LH1336'TRAVERSE CONNECTION WAS MADE TO THE OBSTRUCTION LIGHT ON TOP OF
 LH1336'THE A.T. AND T. CO RELAY TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0782 ***********************************************************************
 LG0782  DESIGNATION -  TURKEY AZ MK
 LG0782  PID         -  LG0782
 LG0782  STATE/COUNTY-  NE/SALINE
 LG0782  COUNTRY     -  US
 LG0782  USGS QUAD   -  PLEASANT HILL (2017)
 LG0782
 LG0782                         *CURRENT SURVEY CONTROL
 LG0782  ______________________________________________________________________
 LG0782* NAD 83(1995) POSITION- 40 31 51.19903(N) 097 00 21.48094(W)   ADJUSTED
 LG0782* NAVD 88 ORTHO HEIGHT -   432.    (meters)     1417.    (feet) SCALED
 LG0782  ______________________________________________________________________
 LG0782  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 LG0782  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC18
 LG0782  HORZ ORDER      -  THIRD
 LG0782
 LG0782.The horizontal coordinates were established by classical geodetic methods
 LG0782.and adjusted by the National Geodetic Survey in August 1997.
 LG0782
 LG0782.The orthometric height was scaled from a topographic map.
 LG0782
 LG0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0782.GEOID18 height accuracy estimate available here.
 LG0782
 LG0782.Click photographs - Photos may exist for this station.
 LG0782
 LG0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0782
 LG0782. The following values were computed from the NAD 83(1995) position.
 LG0782
 LG0782;                    North         East     Units Scale Factor Converg.
 LG0782;SPC NE       -    81,840.858   753,580.146   MT  0.99980208   +1 59 02.9
 LG0782;SPC NE       -   268,506.21  2,472,370.86   sFT  0.99980208   +1 59 02.9
 LG0782;UTM  14      - 4,488,593.653   668,889.960   MT  0.99995111   +1 17 46.1
 LG0782
 LG0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0782!SPC NE       -   0.99993639  x   0.99980208  =   0.99973848
 LG0782!UTM  14      -   0.99993639  x   0.99995111  =   0.99988751
 LG0782
 LG0782:                Primary Azimuth Mark                     Grid Az
 LG0782:SPC NE       -  TURKEY                                   352 18 04.7
 LG0782:UTM  14      -  TURKEY                                   352 59 21.5
 LG0782
 LG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6888988593(NAD 83)
 LG0782
 LG0782|---------------------------------------------------------------------|
 LG0782| PID    Reference Object                     Distance      Geod. Az  |
 LG0782|                                                           dddmmss.s |
 LG0782| LG0781 TURKEY                              APPROX. 1.2 KM 3541707.6 |
 LG0782|---------------------------------------------------------------------|
 LG0782
 LG0782                          SUPERSEDED SURVEY CONTROL
 LG0782
 LG0782  NAD 83(1986)-  40 31 51.20692(N)    097 00 21.48013(W) AD(       ) 3
 LG0782  NAD 27      -  40 31 51.19100(N)    097 00 20.36600(W) AD(       ) 3
 LG0782
 LG0782.Superseded values are not recommended for survey control.
 LG0782
 LG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0782.See file dsdata.pdf to determine how the superseded data were derived.
 LG0782
 LG0782_MARKER: DZ = AZIMUTH MARK DISK
 LG0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0782_STAMPING: TURKEY 1947
 LG0782_MARK LOGO: CGS
 LG0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0782+STABILITY: SURFACE MOTION
 LG0782
 LG0782  HISTORY     - Date     Condition        Report By
 LG0782  HISTORY     - 1947     MONUMENTED       CGS
 LG0782
 LG0782                          STATION DESCRIPTION
 LG0782
 LG0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0782'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF WILBER AND 8.5
 LG0782'MILES SOUTH-SOUTHWEST OF CRETE.  IT IS ABOUT 0.1 MILE EAST OF A
 LG0782'NORTH-SOUTH DIRT ROAD, 47.5 FEET EAST OF THE SECOND POWER LINE
 LG0782'POLE EAST OF THE NORTH-SOUTH DIRT ROAD, 6 FEET EAST-SOUTHEAST
 LG0782'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET
 LG0782'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LG0782'TURKEY AZIMUTH 1947 AND PROJECTS 6 INCHES.
 LG0782'
 LG0782'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER, GO WEST
 LG0782'ON STATE HIGHWAY 41 FOR 1.5 MILES TO A CROSSROAD JUST WEST
 LG0782'OF THE CEMETERY, TURN RIGHT AND GO NORTH FOR 2.9 MILES FOR A
 LG0782'CROSSROAD, TURN LEFT AND GO 1.0 MILE TO A CROSSROAD.  TURN RIGHT,
 LG0782'NORTH, AND GO 0.55 MILE TO A T FENCE CORNER.  FROM HERE PACK
 LG0782'EAST ALONG THE NORTH SIDE OF AN EAST-WEST FENCE FOR 0.1 MILE TO
 LG0782'THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0380 ***********************************************************************
 NO0380  DESIGNATION -  TURNER
 NO0380  PID         -  NO0380
 NO0380  STATE/COUNTY-  NE/CHERRY
 NO0380  COUNTRY     -  US
 NO0380  USGS QUAD   -  NORDEN NW (2017)
 NO0380
 NO0380                         *CURRENT SURVEY CONTROL
 NO0380  ______________________________________________________________________
 NO0380* NAD 83(1995) POSITION- 42 55 29.04614(N) 100 12 06.05620(W)   ADJUSTED
 NO0380* NAVD 88 ORTHO HEIGHT -   812.    (meters)     2664.    (feet) SCALED
 NO0380  ______________________________________________________________________
 NO0380  GEOID HEIGHT    -        -22.888 (meters)                     GEOID18
 NO0380  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 NO0380  HORZ ORDER      -  SECOND
 NO0380
 NO0380.The horizontal coordinates were established by classical geodetic methods
 NO0380.and adjusted by the National Geodetic Survey in August 1997.
 NO0380
 NO0380.The orthometric height was scaled from a topographic map.
 NO0380
 NO0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0380.GEOID18 height accuracy estimate available here.
 NO0380
 NO0380.Click photographs - Photos may exist for this station.
 NO0380
 NO0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0380
 NO0380. The following values were computed from the NAD 83(1995) position.
 NO0380
 NO0380;                    North         East     Units Scale Factor Converg.
 NO0380;SPC NE       -   343,279.251   483,535.143   MT  0.99996634   -0 08 01.2
 NO0380;SPC NE       - 1,126,242.01  1,586,398.21   sFT  0.99996634   -0 08 01.2
 NO0380;SPC SD S     -    65,708.554   610,747.824   MT  0.99997961   +0 05 27.0
 NO0380;SPC SD S     -   215,578.81  2,003,761.82   sFT  0.99997961   +0 05 27.0
 NO0380;UTM  14      - 4,753,157.235   401,932.858   MT  0.99971831   -0 49 06.4
 NO0380
 NO0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0380!SPC NE       -   0.99987621  x   0.99996634  =   0.99984256
 NO0380!SPC SD S     -   0.99987621  x   0.99997961  =   0.99985583
 NO0380!UTM  14      -   0.99987621  x   0.99971831  =   0.99959456
 NO0380
 NO0380:                Primary Azimuth Mark                     Grid Az
 NO0380:SPC NE       -  TURNER AZ MK                             216 06 25.4
 NO0380:SPC SD S     -  TURNER AZ MK                             215 52 57.2
 NO0380:UTM  14      -  TURNER AZ MK                             216 47 30.6
 NO0380
 NO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0193253157(NAD 83)
 NO0380
 NO0380|---------------------------------------------------------------------|
 NO0380| PID    Reference Object                     Distance      Geod. Az  |
 NO0380|                                                           dddmmss.s |
 NO0380| CO4725 TURNER RM 1                          18.788 METERS 06913     |
 NO0380| CO4724 TURNER AZ MK                                       2155824.2 |
 NO0380| CO4726 TURNER RM 2                          19.865 METERS 33209     |
 NO0380|---------------------------------------------------------------------|
 NO0380
 NO0380                          SUPERSEDED SURVEY CONTROL
 NO0380
 NO0380  NAD 83(1986)-  42 55 29.05001(N)    100 12 06.06907(W) AD(       ) 2
 NO0380  NAD 27      -  42 55 29.02500(N)    100 12 04.61400(W) AD(       ) 2
 NO0380
 NO0380.Superseded values are not recommended for survey control.
 NO0380
 NO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0380.See file dsdata.pdf to determine how the superseded data were derived.
 NO0380
 NO0380_MARKER: DS = TRIANGULATION STATION DISK
 NO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0380_STAMPING: TURNER 1949
 NO0380_MARK LOGO: CGS
 NO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0380+STABILITY: SURFACE MOTION
 NO0380
 NO0380  HISTORY     - Date     Condition        Report By
 NO0380  HISTORY     - 1949     MONUMENTED       CGS
 NO0380
 NO0380                          STATION DESCRIPTION
 NO0380
 NO0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0380'THE STATION IS LOCATED ON THE TOP OF A PROMINENT SAND HILL
 NO0380'ABOUT 5.0 MILES SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE
 NO0380'LINE AND 6.5 MILES WEST AND 3.75 MILES NORTH OF NORDEN.  IT
 NO0380'IS ABOUT 15.0 FEET NORTH OF THE EDGE OF A LARGE SAND BLOW
 NO0380'OUT AND 5.5 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 NO0380'2 INCHES AND IS STAMPED TURNER 1949.
 NO0380'
 NO0380'R.M. NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL ABOUT 7.0
 NO0380'FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3 INCHES
 NO0380'AND IS STAMPED TURNER NO 1 1949.
 NO0380'
 NO0380'R.M. NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL ABOUT
 NO0380'3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0380'3 INCHES AND IS STAMPED TURNER NO 2 1949.
 NO0380'
 NO0380'THE AZIMUTH MARK IS 30.0 FEET SOUTH OF THE CENTER OF A FARM
 NO0380'DRIVE, 22.0 FEET WEST OF A FENCE CORNER, AND 4.0 FEET NORTH
 NO0380'OF A FENCE, AND 1.8 FEET NORTH OF A WITNESS POST.  IT PROJECTS
 NO0380'2 INCHES AND IS STAMPED TURNER 1949.
 NO0380'
 NO0380'TO REACH THE STATION FROM THE POST OFFICE IN NORDEN, GO NORTH
 NO0380'ON THE MAIN STREET FOR ABOUT 100 YARDS TO STATE ROUTE NO. 7,
 NO0380'TURN LEFT ON STATE ROUTE NO. 7 AND GO WEST AND NORTH FOR 9.2
 NO0380'MILES TO A FARM DRIVE RIGHT, TURN RIGHT ON FARM DRIVE AND GO
 NO0380'NORTH FOR 0.55 OF A MILE TO WHERE THE DRIVE TURNS LEFT
 NO0380'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON
 NO0380'FARM DRIVE FOR 0.1 OF A MILE TO A ROAD RIGHT INTO FARM HOME,
 NO0380'CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.1 OF A MILE TO A
 NO0380'GATE IN AN EAST-WEST FENCE AT THE NORTH EDGE OF A GROVE, PASS
 NO0380'THROUGH WIRE GATE AND GO NORTHEAST ACROSS A PASTURE FOR 0.4
 NO0380'OF A MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0380'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0817 ***********************************************************************
 LG0817  DESIGNATION -  TURNER
 LG0817  PID         -  LG0817
 LG0817  STATE/COUNTY-  NE/JEFFERSON
 LG0817  COUNTRY     -  US
 LG0817  USGS QUAD   -  JANSEN (2017)
 LG0817
 LG0817                         *CURRENT SURVEY CONTROL
 LG0817  ______________________________________________________________________
 LG0817* NAD 83(1995) POSITION- 40 09 40.34198(N) 097 05 44.74350(W)   ADJUSTED
 LG0817* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 LG0817  ______________________________________________________________________
 LG0817  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 LG0817  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 LG0817  HORZ ORDER      -  FIRST
 LG0817
 LG0817.The horizontal coordinates were established by classical geodetic methods
 LG0817.and adjusted by the National Geodetic Survey in August 1997.
 LG0817
 LG0817.The orthometric height was scaled from a topographic map.
 LG0817
 LG0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0817.GEOID18 height accuracy estimate available here.
 LG0817
 LG0817.Click photographs - Photos may exist for this station.
 LG0817
 LG0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0817
 LG0817. The following values were computed from the NAD 83(1995) position.
 LG0817
 LG0817;                    North         East     Units Scale Factor Converg.
 LG0817;SPC NE       -    40,560.188   747,356.303   MT  0.99993103   +1 55 28.7
 LG0817;SPC NE       -   133,071.22  2,451,951.47   sFT  0.99993103   +1 55 28.7
 LG0817;UTM  14      - 4,447,388.126   662,167.377   MT  0.99992374   +1 13 42.2
 LG0817
 LG0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0817!SPC NE       -   0.99993410  x   0.99993103  =   0.99986514
 LG0817!UTM  14      -   0.99993410  x   0.99992374  =   0.99985785
 LG0817
 LG0817:                Primary Azimuth Mark                     Grid Az
 LG0817:SPC NE       -  TURNER AZ MK                             267 21 13.1
 LG0817:UTM  14      -  TURNER AZ MK                             268 02 59.6
 LG0817
 LG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6216747388(NAD 83)
 LG0817
 LG0817|---------------------------------------------------------------------|
 LG0817| PID    Reference Object                     Distance      Geod. Az  |
 LG0817|                                                           dddmmss.s |
 LG0817| LG0818 JANSEN MUNICIPAL TANK               APPROX. 2.8 KM 0222347.7 |
 LG0817| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.18.1 KM 0302814.4 |
 LG0817| CO2629 TURNER RM 1                          31.958 METERS 13443     |
 LG0817| CO2630 TURNER RM 2                          37.923 METERS 23557     |
 LG0817| LG0822 FAIRBURY ST MICHAELS CH CROSS       APPROX. 7.5 KM 2511342.2 |
 LG0817| CO2628 TURNER AZ MK                                       2691641.8 |
 LG0817| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.16.8 KM 2701725.1 |
 LG0817|---------------------------------------------------------------------|
 LG0817
 LG0817                          SUPERSEDED SURVEY CONTROL
 LG0817
 LG0817  NAD 83(1986)-  40 09 40.34844(N)    097 05 44.74221(W) AD(       ) 1
 LG0817  NAD 27      -  40 09 40.34100(N)    097 05 43.62400(W) AD(       ) 1
 LG0817
 LG0817.Superseded values are not recommended for survey control.
 LG0817
 LG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0817.See file dsdata.pdf to determine how the superseded data were derived.
 LG0817
 LG0817_MARKER: DS = TRIANGULATION STATION DISK
 LG0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0817_STAMPING: TURNER 1935
 LG0817_MARK LOGO: CGS
 LG0817_PROJECTION: FLUSH
 LG0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0817+STABILITY: SURFACE MOTION
 LG0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0817+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2021
 LG0817
 LG0817  HISTORY     - Date     Condition        Report By
 LG0817  HISTORY     - 1935     MONUMENTED       CGS
 LG0817  HISTORY     - 1947     GOOD             CGS
 LG0817  HISTORY     - 1970     GOOD             NGS
 LG0817  HISTORY     - 20211208 GOOD             NEGS
 LG0817
 LG0817                          STATION DESCRIPTION
 LG0817
 LG0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0817'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 4, T. 2 N., R.
 LG0817'3 E., ABOUT 1 MILE WEST AND 1.5 MILES SOUTH OF JANSEN, 4.5 MILES
 LG0817'EAST AND 2.0 MILES NORTH OF FAIRBURY, ON THE NORTH SIDE OF ROAD,
 LG0817'IN A NORTH-SOUTH QUARTER-SECTION FENCE.
 LG0817'
 LG0817'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE SQUARE
 LG0817'IN FAIRBURY BY GOING NORTH ON STATE HIGHWAY 15 FOR 0.7 MILE,
 LG0817'TURN RIGHT (EAST) ON GRAVEL ROAD AND GO 2.0 MILES, TURN LEFT
 LG0817'(NORTH) ON GRAVEL AND GO 1.0 MILE, TURN RIGHT (EAST) ONTO DIRT
 LG0817'ROAD, WHERE GRAVEL ROAD TURNS WEST, AND GO 2.5 MILES TO STATION
 LG0817'
 LG0817'REFERENCE MARK NO. 1 IS LOCATED 104.85 FEET SOUTHEAST OF STATION,
 LG0817'20 FEET NORTH OF CENTERLINE OF EAST-WEST SECTION-LINE ROAD, IN
 LG0817'EAST-WEST FENCE LINE.
 LG0817'
 LG0817'REFERENCE MARK NO. 2 IS LOCATED 124.41 FEET SOUTHWEST OF STATION,
 LG0817'20 FEET NORTH OF CENTERLINE OF EAST-WEST SECTION-LINE ROAD
 LG0817'
 LG0817'AZIMUTH MARK IS LOCATED 0.40 MILE WEST OF STATION AT SOUTHEAST
 LG0817'CORNER OF HOG LOT FENCE, 24 FEET NORTH OF CENTERLINE OF
 LG0817'EAST-WEST SECTION-LINE ROAD.
 LG0817'
 LG0817'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0817
 LG0817                          STATION RECOVERY (1947)
 LG0817
 LG0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0817'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 LG0817'GOOD CONDITION.
 LG0817'
 LG0817'A COMPLETE DESCRIPTION FOLLOWS.
 LG0817'
 LG0817'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF FAIRBURY,
 LG0817'1.7 MILES SOUTHWEST OF JANSEN, 95 FEET NORTH OF THE CENTER OF AN
 LG0817'EAST-WEST DIRT ROAD, 69 FEET NORTH OF A FENCE CORNER, AND 2
 LG0817'FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LG0817'SET FLUSH WITH THE GROUND AND IS STAMPED TURNER 1935.
 LG0817'
 LG0817'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 150 FEET EAST
 LG0817'OF A FENCE CORNER, 23 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG0817'DIRT ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LG0817'PROJECTS 8 INCHES AND IS STAMPED TURNER
 LG0817'NO 1 1935.
 LG0817'
 LG0817'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 23 FEET NORTH
 LG0817'OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 4 FEET SOUTH OF AN
 LG0817'EAST-WEST FENCE LINE.  IT PROJECTS
 LG0817'3 INCHES AND IS STAMPED TURNER NO 2 1935.
 LG0817'
 LG0817'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 185 FEET EAST OF THE
 LG0817'INTERSECTION OF A CROSSROAD, 26 FEET NORTH OF THE CENTER OF AN
 LG0817'EAST-WEST DIRT ROAD, 3 FEET EAST OF A FENCE CORNER, AND 0.7
 LG0817'FOOT NORTH OF A WITNESS POST.  IT
 LG0817'PROJECTS 6 INCHES AND IS STAMPED TURNER 1935.
 LG0817'
 LG0817'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JANSEN, GO
 LG0817'SOUTHWESTERLY ON STATE HIGHWAY NO. 3 FOR 0.15 MILE, TURN LEFT,
 LG0817'SOUTH, ON DIRT ROAD AND GO 1.55 MILES TO A CROSSROAD, TURN LEFT,
 LG0817'WEST, AND GO 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG0817'
 LG0817'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 LG0817'ROAD FOR 0.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG0817'
 LG0817'A 74 FOOT SIGNAL AT JANSEN WEST BASE IS VISIBLE AT 4 FEET.
 LG0817'
 LG0817'A 74 FOOT SIGNAL AT GIBSON 1935 IS VISIBLE AT 15 FEET.
 LG0817'
 LG0817'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 4 FEET.
 LG0817'
 LG0817'A 74 FOOT SIGNAL AT DILLER IS VISIBLE AT 4 FEET.
 LG0817'
 LG0817'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 15 FEET.
 LG0817'
 LG0817'A 74 FOOT SIGNAL AT TRAIL IS VISIBLE AT 15 FEET.
 LG0817'
 LG0817'A 4 FOOT SIGNAL AT NUTTER 1935 IS VISIBLE AT 15 FEET.
 LG0817'
 LG0817'A 4 FOOT SIGNAL AT GLAD 1935 IS VISIBLE AT 4 FEET.
 LG0817'
 LG0817'A 4 FOOT SIGNAL AT FAIR IS VISIBLE AT 15 FEET.
 LG0817
 LG0817                          STATION RECOVERY (1970)
 LG0817
 LG0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0817'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG0817'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LG0817'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG0817'
 LG0817'A METAL WITNESS POST WAS SET IN FENCELINE 2 FEET EAST OF THE STATION
 LG0817'MARK.
 LG0817'
 LG0817'REFERENCE MARK NO. 1 IS 71.5 FEET EAST OF A FENCE CORNER, 23 FEET
 LG0817'NORTH OF THE CENTER OF A ROAD, AND 3 FEET SOUTH OF A FENCE.
 LG0817'
 LG0817'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE CENTER OF THE ROAD AND
 LG0817'105.5 FEET WEST OF THE FENCE CORNER.
 LG0817'
 LG0817'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT
 LG0817'EAST OF A METAL WITNESS POST.
 LG0817'
 LG0817'TO REACH THE STATION FROM A CROSSROAD AND THE JANSEN GRADE SCHOOL
 LG0817'IN THE NORTHWEST ANGLE, GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO
 LG0817'A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.55
 LG0817'MILES TO A FENCE CORNER AND THE STATION ON THE RIGHT.  (CONTINUE WEST
 LG0817'ON THE GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LG0817'RIGHT.)
 LG0817'
 LG0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES
 LG0817'SOUTH-SOUTHWEST OF JANSEN.
 LG0817
 LG0817                          STATION RECOVERY (2021)
 LG0817
 LG0817'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (KO)
 LG0817'FROM THE INTERSECTION OF MERIDAN STREET AND U.S. HWY. 136 IN JANSEN,
 LG0817'NE., GO SOUTH ON 573RD AVE (MERIDAN STREET) APPROX. 1.5 MI (2.4 KM) TO
 LG0817'THE INTERSECTION OF 573RD AVE AND 713TH ROAD.  TURN RIGHT ON 713TH
 LG0817'ROAD AND GO WEST APPROX. 0.50 MI (0.80 KM) TO THE MARK ON THE RIGHT
 LG0817'(NORTH).
 LG0817'
 LG0817'THE MARK IS 1.60 FT (0.5 M) WSW OF THE BOTTOM OF A METAL WITNESS POST,
 LG0817'96.5 FT (29.4 M) NORTH OF THE CENTERLINE OF 713TH ROAD AND 36.0 FT
 LG0817'(11.0 M) ENE OF THE CENTERLINE OF A PRIVATE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1217 ***********************************************************************
 LH1217  DESIGNATION -  TURNURE
 LH1217  PID         -  LH1217
 LH1217  STATE/COUNTY-  NE/FRANKLIN
 LH1217  COUNTRY     -  US
 LH1217  USGS QUAD   -  FRANKLIN (2017)
 LH1217
 LH1217                         *CURRENT SURVEY CONTROL
 LH1217  ______________________________________________________________________
 LH1217* NAD 83(1995) POSITION- 40 00 15.72550(N) 098 59 26.08772(W)   ADJUSTED
 LH1217* NAVD 88 ORTHO HEIGHT -   652.    (meters)     2139.    (feet) SCALED
 LH1217  ______________________________________________________________________
 LH1217  GEOID HEIGHT    -        -25.636 (meters)                     GEOID18
 LH1217  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LH1217  HORZ ORDER      -  FIRST
 LH1217
 LH1217.The horizontal coordinates were established by classical geodetic methods
 LH1217.and adjusted by the National Geodetic Survey in August 1997.
 LH1217
 LH1217.The orthometric height was scaled from a topographic map.
 LH1217
 LH1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1217.GEOID18 height accuracy estimate available here.
 LH1217
 LH1217.Click photographs - Photos may exist for this station.
 LH1217
 LH1217.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1217
 LH1217. The following values were computed from the NAD 83(1995) position.
 LH1217
 LH1217;                    North         East     Units Scale Factor Converg.
 LH1217;SPC NE       -    19,494.400   586,190.653   MT  0.99999803   +0 40 08.2
 LH1217;SPC NE       -    63,957.88  1,923,193.83   sFT  0.99999803   +0 40 08.2
 LH1217;UTM  14      - 4,428,242.088   500,804.044   MT  0.99960001   +0 00 21.8
 LH1217
 LH1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1217!SPC NE       -   0.99990171  x   0.99999803  =   0.99989974
 LH1217!UTM  14      -   0.99990171  x   0.99960001  =   0.99950176
 LH1217
 LH1217:                Primary Azimuth Mark                     Grid Az
 LH1217:SPC NE       -  TURNURE AZ MK                            191 09 07.6
 LH1217:UTM  14      -  TURNURE AZ MK                            191 48 54.0
 LH1217
 LH1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0080428242(NAD 83)
 LH1217
 LH1217|---------------------------------------------------------------------|
 LH1217| PID    Reference Object                     Distance      Geod. Az  |
 LH1217|                                                           dddmmss.s |
 LH1217| CO2632 TURNURE RM 1                         24.730 METERS 03816     |
 LH1217| CO2633 TURNURE RM 2                         27.427 METERS 14731     |
 LH1217| CO2631 TURNURE AZ MK                                      1914915.8 |
 LH1217|---------------------------------------------------------------------|
 LH1217
 LH1217                          SUPERSEDED SURVEY CONTROL
 LH1217
 LH1217  NAD 83(1986)-  40 00 15.72972(N)    098 59 26.08756(W) AD(       ) 1
 LH1217  NAD 27      -  40 00 15.68300(N)    098 59 24.79300(W) AD(       ) 1
 LH1217
 LH1217.Superseded values are not recommended for survey control.
 LH1217
 LH1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1217.See file dsdata.pdf to determine how the superseded data were derived.
 LH1217
 LH1217_MARKER: DS = TRIANGULATION STATION DISK
 LH1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1217_STAMPING: TURNURE 1935
 LH1217_MARK LOGO: CGS
 LH1217_PROJECTION: RECESSED 30 CENTIMETERS
 LH1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1217+STABILITY: SURFACE MOTION
 LH1217
 LH1217  HISTORY     - Date     Condition        Report By
 LH1217  HISTORY     - 1935     MONUMENTED       CGS
 LH1217  HISTORY     - 1950     GOOD             CGS
 LH1217
 LH1217                          STATION DESCRIPTION
 LH1217
 LH1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1217'THE STATION IS 6 MILES SOUTH AND 2 MILES WEST OF FRANKLIN,
 LH1217'NEBRASKA ON HIGH GROUND IN A CULTIVATED FIELD 0.1 MILE NORTH OF
 LH1217'THE KANSAS-NEBRASKA BOUNDARY.  IT IS IN THE SE 1/4 SE 1/4 OF
 LH1217'SEC. 34, T. 1 N., R. 15 W., ON LAND OWNED BY F.G. TURNURE OF
 LH1217'SEATTLE, WASHINGTON, AND LEASED BY MR. F.E. NORTON.  THE MARK
 LH1217'IS 62.5 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH LANE AND
 LH1217'48.5 FEET WEST OF A NORTH-SOUTH FENCE, SET 12 INCHES BELOW THE
 LH1217'SURFACE OF THE GROUND.
 LH1217'
 LH1217'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1
 LH1217'FOOT EAST OF THE NORTH-SOUTH FENCE, 13.5 FEET WEST OF THE
 LH1217'CENTERLINE OF THE LANE, AND PROJECTS 3 INCHES.
 LH1217'
 LH1217'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION,
 LH1217'1 FOOT EAST OF THE NORTH-SOUTH FENCE, 13 FEET WEST OF THE
 LH1217'CENTERLINE OF THE LANE, AND IS SET FLUSH WITH THE SURFACE OF THE
 LH1217'GROUND.
 LH1217'
 LH1217'THE AZIMUTH MARK IS SOUTH OF THE STATION, ON THE
 LH1217'SECOND RISE SOUTH OF THE STATION HILL, 13 FEET EAST OF NORTH-SOUTH
 LH1217'HIGHWAY, 1.5 FEET WEST OF NORTH-SOUTH FENCE, AND PROJECTS
 LH1217'7 INCHES.
 LH1217'
 LH1217'A 25-FOOT STAND WILL CLEAR ALL LINES.
 LH1217'
 LH1217'ALL LIGHTS WERE VISIBLE FROM THE GROUND.
 LH1217
 LH1217                          STATION RECOVERY (1950)
 LH1217
 LH1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1217'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 LH1217'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1217'
 LH1217'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1217'
 LH1217'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH OF ATHOL, 6.0 MILES
 LH1217'SOUTH AND 2.0 MILES WEST OF FRANKLIN, NEBRASKA AND ON HIGH
 LH1217'GROUND IN A CULTIVATED FIELD 0.1 MILE NORTH OF THE KANSAS-NEBRASKA
 LH1217'BOUNDARY.  IT IS 92.5 FEET NORTHWEST OF A WITNESS POST, 71.0
 LH1217'FEET WEST OF A NORTH-SOUTH FENCE LINE AND ABOUT 1.0 FOOT
 LH1217'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED TURNURE 1935.
 LH1217'
 LH1217'REFERENCE MARK NO. 1 IS 22.0 FEET WEST OF A NORTH-SOUTH FENCE
 LH1217'LINE AND 1.0 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS
 LH1217'STAMPED TURNURE NO 1 1935 AND PROJECTS 2 INCHES.
 LH1217'
 LH1217'REFERENCE MARK NO. 2 IS 22.0 FEET WEST OF A NORTH-SOUTH FENCE
 LH1217'LINE AND 2.5 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED
 LH1217'TURNURE NO 2 1935 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 LH1217'
 LH1217'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 139.65 FEET.
 LH1217'
 LH1217'THE AZIMUTH MARK IS 17.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1217'DIRT ROAD, 2.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1.0
 LH1217'FOOT NORTHWEST OF A WITNESS POST.  IT IS STAMPED TURNURE AZIMUTH
 LH1217'1935 AND PROJECTS 6 INCHES.
 LH1217'
 LH1217'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 36
 LH1217'AND STATE HIGHWAY NO. 8 (THIS JUNCTION IS 5.0 MILES EAST OF
 LH1217'KENSINGTON AND 1.0 MILE WEST OF ATHOL), FROM THE JUNCTION GO
 LH1217'NORTH ON STATE HIGHWAY NO. 8 FOR 15.0 MILES TO CROSSROADS (HOUSE
 LH1217'IN THE NORTHWEST ANGLE AND SCHOOL HOUSE ABOUT 0.15 MILE EAST),
 LH1217'HERE TURN LEFT AND GO WEST FOR 3.05 MILES TO A T-INTERSECTION,
 LH1217'TURN RIGHT AND GO NORTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 LH1217'RIGHT AS DESCRIBED.  CONTINUE NORTH ON DIRT ROAD FOR 0.4 MILE
 LH1217'TO GATE AHEAD WHERE THE ROAD TURNS LEFT, PASS THROUGH GATE AND
 LH1217'GO NORTH-NORTHEAST FOR 0.15 MILE TO TOP OF HILL AND THE
 LH1217'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0454 ***********************************************************************
 LJ0454  DESIGNATION -  TWIN
 LJ0454  PID         -  LJ0454
 LJ0454  STATE/COUNTY-  NE/RED WILLOW
 LJ0454  COUNTRY     -  US
 LJ0454  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0454
 LJ0454                         *CURRENT SURVEY CONTROL
 LJ0454  ______________________________________________________________________
 LJ0454* NAD 83(1995) POSITION- 40 08 50.28464(N) 100 31 46.49241(W)   ADJUSTED
 LJ0454* NAVD 88 ORTHO HEIGHT -   804.    (meters)     2638.    (feet) SCALED
 LJ0454  ______________________________________________________________________
 LJ0454  GEOID HEIGHT    -        -24.168 (meters)                     GEOID18
 LJ0454  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 LJ0454  HORZ ORDER      -  THIRD
 LJ0454
 LJ0454.The horizontal coordinates were established by classical geodetic methods
 LJ0454.and adjusted by the National Geodetic Survey in August 1997.
 LJ0454
 LJ0454.The orthometric height was scaled from a topographic map.
 LJ0454
 LJ0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0454.GEOID18 height accuracy estimate available here.
 LJ0454
 LJ0454.Click photographs - Photos may exist for this station.
 LJ0454
 LJ0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0454
 LJ0454. The following values were computed from the NAD 83(1995) position.
 LJ0454
 LJ0454;                    North         East     Units Scale Factor Converg.
 LJ0454;SPC NE       -    34,999.648   454,877.479   MT  0.99993667   -0 21 03.4
 LJ0454;SPC NE       -   114,828.01  1,492,377.20   sFT  0.99993667   -0 21 03.4
 LJ0454;UTM  14      - 4,445,227.853   369,713.745   MT  0.99980896   -0 59 10.8
 LJ0454
 LJ0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0454!SPC NE       -   0.99987763  x   0.99993667  =   0.99981431
 LJ0454!UTM  14      -   0.99987763  x   0.99980896  =   0.99968661
 LJ0454
 LJ0454:                Primary Azimuth Mark                     Grid Az
 LJ0454:SPC NE       -  TWIN AZ MK                               092 59 28.5
 LJ0454:UTM  14      -  TWIN AZ MK                               093 37 35.9
 LJ0454
 LJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6971345227(NAD 83)
 LJ0454
 LJ0454|---------------------------------------------------------------------|
 LJ0454| PID    Reference Object                     Distance      Geod. Az  |
 LJ0454|                                                           dddmmss.s |
 LJ0454| CO2637 TWIN AZ MK                                         0923825.1 |
 LJ0454| CO2638 TWIN RM 1                            35.421 METERS 12505     |
 LJ0454| CO2639 TWIN RM 2                            49.554 METERS 24650     |
 LJ0454| LJ0453 MC COOK MUNICIPAL TANK              APPROX.10.1 KM 3111013.5 |
 LJ0454|---------------------------------------------------------------------|
 LJ0454
 LJ0454                          SUPERSEDED SURVEY CONTROL
 LJ0454
 LJ0454  NAD 83(1986)-  40 08 50.28921(N)    100 31 46.49721(W) AD(       ) 3
 LJ0454  NAD 27      -  40 08 50.27539(N)    100 31 44.98090(W) AD(       ) 3
 LJ0454
 LJ0454.Superseded values are not recommended for survey control.
 LJ0454
 LJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0454.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0454
 LJ0454_MARKER: DS = TRIANGULATION STATION DISK
 LJ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0454_STAMPING: TWIN 1951
 LJ0454_MARK LOGO: CGS
 LJ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0454+STABILITY: SURFACE MOTION
 LJ0454
 LJ0454  HISTORY     - Date     Condition        Report By
 LJ0454  HISTORY     - 1951     MONUMENTED       CGS
 LJ0454  HISTORY     - 1967     GOOD             CGS
 LJ0454
 LJ0454                          STATION DESCRIPTION
 LJ0454
 LJ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0454'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF INDIANOLA
 LJ0454'AND ABOUT 7.0 MILES SOUTHEAST OF MC COOK ON THE ROAD RIGHT-OF-WAY,
 LJ0454'30 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED
 LJ0454'TWIN 1951 AND PROJECTS 3 INCHES.
 LJ0454'
 LJ0454'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH
 LJ0454'OF THE CENTER OF ROAD AND 2 FEET WEST OF A POWER LINE POLE.
 LJ0454'IT IS STAMPED TWIN NO 1 1951 AND PROJECTS 3 INCHES.
 LJ0454'
 LJ0454'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH
 LJ0454'OF THE CENTER OF ROAD AND 2 FEET EAST OF A POWER LINE POLE.
 LJ0454'IT IS STAMPED TWIN NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0454'
 LJ0454'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 244.59 FEET.
 LJ0454'
 LJ0454'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 32 FEET SOUTH OF
 LJ0454'THE CENTER OF AN EAST-WEST ROAD AND 2 FEET WEST OF A POWER LINE
 LJ0454'POLE.  IT IS STAMPED TWIN 1951 AND PROJECTS 3 INCHES.
 LJ0454'
 LJ0454'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF THE
 LJ0454'POST OFFICE IN MC COOK, GO EAST ON U.S. HIGHWAYS 83, 34 AND 6
 LJ0454'FOR 0.3 MILE TO THE JUNCTION OF THESE HIGHWAYS, TURN RIGHT
 LJ0454'AND GO SOUTH ON U.S. HIGHWAY 83 FOR 1.0 MILE TO A T ROAD LEFT,
 LJ0454'TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 1.5 MILES TO A
 LJ0454'T INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO A T
 LJ0454'ROAD LEFT, TURN LEFT AND GO EAST FOR 2.6 MILES TO A T
 LJ0454'INTERSECTION, TURN RIGHT AND GO SOUTH, EAST AND SOUTH ON MAIN
 LJ0454'TRAVELED ROAD FOR 2.7 MILES TO A T ROAD LEFT, TURN LEFT AND
 LJ0454'GO EAST FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 LJ0454'CONTINUE EAST FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT AS
 LJ0454'DESCRIBED.
 LJ0454'
 LJ0454'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0454
 LJ0454                          STATION RECOVERY (1967)
 LJ0454
 LJ0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LJ0454'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LJ0454'CONDITION.
 LJ0454'
 LJ0454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 LJ0454'IS LOCATED ABOUT 7.0 MILES SE OF MC COOK ON THE ROAD-RIGHT-OF-
 LJ0454'WAY, 30 FEET N OF CENTERLINE OF E-W ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0759 ***********************************************************************
 NN0759  DESIGNATION -  TWIN
 NN0759  PID         -  NN0759
 NN0759  STATE/COUNTY-  NE/ROCK
 NN0759  COUNTRY     -  US
 NN0759  USGS QUAD   -  STOCKDALE LAKE (2017)
 NN0759
 NN0759                         *CURRENT SURVEY CONTROL
 NN0759  ______________________________________________________________________
 NN0759* NAD 83(1995) POSITION- 42 19 42.72844(N) 099 29 49.58315(W)   ADJUSTED
 NN0759* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 NN0759  ______________________________________________________________________
 NN0759  GEOID HEIGHT    -        -22.805 (meters)                     GEOID18
 NN0759  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 NN0759  HORZ ORDER      -  THIRD
 NN0759
 NN0759.The horizontal coordinates were established by classical geodetic methods
 NN0759.and adjusted by the National Geodetic Survey in August 1997.
 NN0759
 NN0759.The orthometric height was scaled from a topographic map.
 NN0759
 NN0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0759.GEOID18 height accuracy estimate available here.
 NN0759
 NN0759.Click photographs - Photos may exist for this station.
 NN0759
 NN0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0759
 NN0759. The following values were computed from the NAD 83(1995) position.
 NN0759
 NN0759;                    North         East     Units Scale Factor Converg.
 NN0759;SPC NE       -   277,161.095   541,440.000   MT  0.99976170   +0 19 59.8
 NN0759;SPC NE       -   909,319.36  1,776,374.40   sFT  0.99976170   +0 19 59.8
 NN0759;UTM  14      - 4,686,373.856   459,043.224   MT  0.99962064   -0 20 05.1
 NN0759
 NN0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0759!SPC NE       -   0.99988279  x   0.99976170  =   0.99964451
 NN0759!UTM  14      -   0.99988279  x   0.99962064  =   0.99950347
 NN0759
 NN0759:                Primary Azimuth Mark                     Grid Az
 NN0759:SPC NE       -  TWIN AZ MK                               070 33 32.0
 NN0759:UTM  14      -  TWIN AZ MK                               071 13 36.9
 NN0759
 NN0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5904386373(NAD 83)
 NN0759
 NN0759|---------------------------------------------------------------------|
 NN0759| PID    Reference Object                     Distance      Geod. Az  |
 NN0759|                                                           dddmmss.s |
 NN0759| CO4731 TWIN AZ MK                                         0705331.8 |
 NN0759| CO4732 TWIN RM 1                            13.530 METERS 16900     |
 NN0759| CO4733 TWIN RM 2                             7.580 METERS 24325     |
 NN0759|---------------------------------------------------------------------|
 NN0759
 NN0759                          SUPERSEDED SURVEY CONTROL
 NN0759
 NN0759  NAD 83(1986)-  42 19 42.73389(N)    099 29 49.59417(W) AD(       ) 3
 NN0759  NAD 27      -  42 19 42.73200(N)    099 29 48.17700(W) AD(       ) 3
 NN0759
 NN0759.Superseded values are not recommended for survey control.
 NN0759
 NN0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0759.See file dsdata.pdf to determine how the superseded data were derived.
 NN0759
 NN0759_MARKER: DS = TRIANGULATION STATION DISK
 NN0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0759_STAMPING: TWIN 1949
 NN0759_MARK LOGO: CGS
 NN0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0759+STABILITY: SURFACE MOTION
 NN0759
 NN0759  HISTORY     - Date     Condition        Report By
 NN0759  HISTORY     - 1949     MONUMENTED       CGS
 NN0759
 NN0759                          STATION DESCRIPTION
 NN0759
 NN0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0759'THE STATION IS LOCATED ABOUT 19.0 MILES SOUTH OF BASSETT
 NN0759'AND 13.0 MILES NORTH OF THE ROSE POST OFFICE ON A SAND HILL
 NN0759'ABOUT 0.5 MILE WEST-SOUTHWEST OF CONCRETE BLOCK SCHOOL HOUSE.
 NN0759'IT IS ON THE HIGHEST POINT OF FLAT TOPPED HILL, 8 FEET WEST
 NN0759'OF WITNESS POST.  IT IS STAMPED TWIN 1949 AND PROJECTS 3
 NN0759'INCHES.
 NN0759'
 NN0759'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 37 FEET SOUTH
 NN0759'OF WITNESS POST.  IT IS A STANDARD REFERENCE DISK SET IN
 NN0759'CONCRETE IN THE TOP OF 4 INCH IRON PIPE PROJECTING 6 INCHES.
 NN0759'IT IS STAMPED TWIN NO 1 1949.
 NN0759'
 NN0759'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 27 FEET
 NN0759'WEST OF WITNESS POST.  IT IS A STANDARD REFERENCE DISK SET
 NN0759'IN CONCRETE IN THE TOP OF 4 INCH IRON PIPE PROJECTING 6 INCHES.
 NN0759'IT IS STAMPED TWIN NO 2 1949.
 NN0759'
 NN0759'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 100 FEET
 NN0759'SOUTHWEST OF SOUTHWEST CORNER OF SCHOOL HOUSE, 75 FEET NORTH
 NN0759'OF FENCE CORNER, AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0759'IT IS STAMPED AZIMUTH TWIN 1949 AND PROJECTS 5 INCHES.
 NN0759'
 NN0759'TO REACH THE STATION FROM THE ROSE POST OFFICE, GO NORTH ON
 NN0759'U.S. HIGHWAY 183 FOR 13.45 MILES TO CONCRETE BLOCK SCHOOL
 NN0759'HOUSE ON THE LEFT, TURN LEFT INTO DRIVEWAY JUST NORTH OF
 NN0759'SCHOOL HOUSE AND GO NORTHWEST FOR 0.1 MILE TO WIRE GATE AND
 NN0759'CATTLE GUARD IN WEST FENCE OF SCHOOL HOUSE, (THE AZIMUTH
 NN0759'MARK IS JUST SOUTHWEST OF SCHOOL HOUSE MENTIONED ABOVE), GO
 NN0759'THROUGH WIRE GATE AND GO WEST-SOUTHWEST ACROSS PASTURE FOR
 NN0759'0.55 MILE TO TOP OF HILL THAT APPEARS ROUGH ON THE NORTHEAST
 NN0759'SIDE AND STATION ON HIGHEST POINT OF HILL.
 NN0759'
 NN0759'A 74 FOOT SIGNAL AT STATION BLAINE IS VISIBLE AT 4 FEET.
 NN0759'
 NN0759'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 4 FEET.
 NN0759'
 NN0759'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0629 ***********************************************************************
 NP0629  DESIGNATION -  TWIN
 NP0629  PID         -  NP0629
 NP0629  STATE/COUNTY-  NE/SHERIDAN
 NP0629  COUNTRY     -  US
 NP0629  USGS QUAD   -  TWIN LAKES (2017)
 NP0629
 NP0629                         *CURRENT SURVEY CONTROL
 NP0629  ______________________________________________________________________
 NP0629* NAD 83(1995) POSITION- 42 21 22.58451(N) 102 27 51.51498(W)   ADJUSTED
 NP0629* NAVD 88 ORTHO HEIGHT -  1233.    (meters)     4045.    (feet) SCALED
 NP0629  ______________________________________________________________________
 NP0629  GEOID HEIGHT    -        -18.383 (meters)                     GEOID18
 NP0629  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 NP0629  HORZ ORDER      -  SECOND
 NP0629
 NP0629.The horizontal coordinates were established by classical geodetic methods
 NP0629.and adjusted by the National Geodetic Survey in August 1997.
 NP0629
 NP0629.The orthometric height was scaled from a topographic map.
 NP0629
 NP0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0629.GEOID18 height accuracy estimate available here.
 NP0629
 NP0629.Click photographs - Photos may exist for this station.
 NP0629
 NP0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0629
 NP0629. The following values were computed from the NAD 83(1995) position.
 NP0629
 NP0629;                    North         East     Units Scale Factor Converg.
 NP0629;SPC NE       -   283,013.521   297,047.325   MT  0.99976879   -1 37 59.1
 NP0629;SPC NE       -   928,520.19    974,562.77   sFT  0.99976879   -1 37 59.1
 NP0629;UTM  13      - 4,692,448.525   708,830.768   MT  1.00013661   +1 42 32.4
 NP0629
 NP0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0629!SPC NE       -   0.99980961  x   0.99976879  =   0.99957845
 NP0629!UTM  13      -   0.99980961  x   1.00013661  =   0.99994620
 NP0629
 NP0629:                Primary Azimuth Mark                     Grid Az
 NP0629:SPC NE       -  TWIN AZ MK                               220 27 04.1
 NP0629:UTM  13      -  TWIN AZ MK                               217 06 32.6
 NP0629
 NP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0883092448(NAD 83)
 NP0629
 NP0629|---------------------------------------------------------------------|
 NP0629| PID    Reference Object                     Distance      Geod. Az  |
 NP0629|                                                           dddmmss.s |
 NP0629| CQ4291 TWIN RM 1                            17.308 METERS 19614     |
 NP0629| CQ4290 TWIN AZ MK                                         2184905.0 |
 NP0629| CQ4292 TWIN RM 2                            12.508 METERS 30412     |
 NP0629|---------------------------------------------------------------------|
 NP0629
 NP0629                          SUPERSEDED SURVEY CONTROL
 NP0629
 NP0629  NAD 83(1993)-  42 21 22.58167(N)    102 27 51.51414(W) AD(       ) 2
 NP0629  NAD 83(1986)-  42 21 22.57935(N)    102 27 51.51310(W) AD(       ) 2
 NP0629  NAD 27      -  42 21 22.67800(N)    102 27 49.79200(W) AD(       ) 2
 NP0629
 NP0629.Superseded values are not recommended for survey control.
 NP0629
 NP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0629.See file dsdata.pdf to determine how the superseded data were derived.
 NP0629
 NP0629_MARKER: DB = BENCH MARK DISK
 NP0629_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0629_STAMPING: TWIN 1946
 NP0629_MARK LOGO: USGS
 NP0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0629
 NP0629  HISTORY     - Date     Condition        Report By
 NP0629  HISTORY     - 1946     MONUMENTED       USGS
 NP0629  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NP0629
 NP0629                          STATION DESCRIPTION
 NP0629
 NP0629'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0629'LOCATED 28 MILES NORTHEAST OF ALLIANCE AND 0.5 MILE NORTHWEST
 NP0629'OF THE NORTHWEST SHORE OF CRAVATH LAKE NEAR THE EAST EDGE OF
 NP0629'THE HIGHEST SAND HILL IN THE VICINITY AND ABOUT 5 FEET SOUTH
 NP0629'OF THE NORTHERN EDGE OF THE HILL.  IT IS A STANDARD USGS BM
 NP0629'DISK SET IN A 4-INCH BY 4-INCH CONCRETE POST THAT PROJECTS
 NP0629'3 INCHES.  IT IS STAMPED TWIN 1946.
 NP0629'
 NP0629'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NP0629'IT IS STAMPED TWIN NO 1 USGS 1946 AND PROJECTS 8 INCHES.
 NP0629'
 NP0629'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0629'IT IS STAMPED TWIN NO 2 USGS 1946 AND PROJECTS 4 INCHES.
 NP0629'
 NP0629'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE SOUTHWEST SHORE OF
 NP0629'CRAVATH LAKE AND 14 FEET SOUTH OF THE CENTERLINE OF A TRACK
 NP0629'ROAD.  IT IS STAMPED TWIN USGS 1946 AND PROJECTS 6 INCHES.
 NP0629'
 NP0629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 NP0629'AND 19 AT THE EAST EDGE OF ALLIANCE, GO NORTH ON NO. 19 FOR
 NP0629'16.1 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 87.  THEN
 NP0629'RIGHT, EAST, ON NO. 87 FOR 8.05 MILE TO WHERE THE HIGHWAY TURNS
 NP0629'LEFT, NORTH.  LEAVE THE HIGHWAY, CONTINUE EAST ON A TRACK ROAD
 NP0629'FOR 2.05 MILES TO A FORK.  THEN RIGHT FORK, SOUTH FOR 0.1 MILE
 NP0629'TO A FORK.  THEN LEFT FORK FOR 0.5 MILE.  TURN LEFT, CROSS
 NP0629'CATTLE GUARD, EAST FOR 1.85 MILES TO A FORK.  THEN RIGHT FORK
 NP0629'FOR 0.4 MILE, PASSING TO THE RIGHT OF A HOUSE.  THE MAIN
 NP0629'TRACK ROAD TURNS SOUTH.  GO SOUTH FOR 2.3 MILES TO A FORK.
 NP0629'THEN LEFT FORK FOR 0.2 MILE TO A FORK.  THEN LEFT FORK, ALONG
 NP0629'FENCE LINE, FOR 2.1 MILES TO A RANCH ON THE LEFT.  CONTINUE
 NP0629'EASTERLY FOR 0.55 MILE TO A FORK.  THEN RIGHT FORK FOR 3.15
 NP0629'MILES TO A FORK (WHITE BARN ON THE LEFT).  TAKE RIGHT
 NP0629'FORK, EAST, FOR 0.85 MILE TO A FORK AT A STUCCO RANCH HOUSE ON
 NP0629'THE RIGHT.  THEN LEFT FORK, NORTH, FOR 3.4 MILES TO A
 NP0629'CATTLE GUARD AND A WHITE RANCH HOUSE ON THE NORTH SIDE OF
 NP0629'THE ROAD.  AT THE CATTLE GUARD TURN SHARP RIGHT ON A
 NP0629'VERY DIM TRACK ROAD FOR 0.1 MILE THEN TURN NORTH, THROUGH A
 NP0629'WIRE GATE, FOR 0.9 MILE TO A CATTLE GUARD THAT IS ABOUT 100
 NP0629'YARDS TO THE LEFT OF THE MAIN TRACK ROAD.  PASS THROUGH
 NP0629'CATTLE GUARD, THEN BEAR TO THE RIGHT, BACK ON THE MAIN
 NP0629'TRACK ROAD, GO EAST FOR 0.7 MILE TO THE AZIMUTH MARK ON
 NP0629'THE RIGHT.  CONTINUE EASTERLY FOR 0.3 MILE TO A DIM TRACK
 NP0629'ROAD.  THEN SHARP LEFT, NORTHWEST, FOR 0.1 MILE.  THEN RIGHT
 NP0629'NORTHEASTERLY, ACROSS PASTURE FOR 0.7 MILE TO A WINDMILL.
 NP0629'TURN LEFT, WESTERLY, AT THE WINDMILL AND FOLLOW THE BASE
 NP0629'OF THE HILL FOR ABOUT 0.2 MILE.  THEN TURN RIGHT NORTH
 NP0629'FOR 0.6 MILE TO THE HIGHEST POINT AND THE STATION.
 NP0629
 NP0629                          STATION RECOVERY (1968)
 NP0629
 NP0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GLD)
 NP0629'STA. MK. - DESTROYED.  BLOWED OUT ON SANDHILL.
 NP0629'
 NP0629'R.M. 1 - DESTROYED.  BLOWED OUT ON SANDHILL.
 NP0629'
 NP0629'R.M. 2 - O.K.
 NP0629'
 NP0629'AZ. MK. WAS NOT SEARCHED FOR.
 NP0629'
 NP0629'DISTANCES AND DIRECTIONS WERE NOT CHECKED.
 NP0629'
 NP0629'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1970 ***********************************************************************
 MK1970  DESIGNATION -  TYSON
 MK1970  PID         -  MK1970
 MK1970  STATE/COUNTY-  NE/WASHINGTON
 MK1970  COUNTRY     -  US
 MK1970  USGS QUAD   -  BLAIR (2017)
 MK1970
 MK1970                         *CURRENT SURVEY CONTROL
 MK1970  ______________________________________________________________________
 MK1970* NAD 83(1995) POSITION- 41 36 42.23168(N) 096 07 34.92409(W)   ADJUSTED
 MK1970* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 MK1970  ______________________________________________________________________
 MK1970  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 MK1970  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC18
 MK1970  HORZ ORDER      -  THIRD
 MK1970
 MK1970.The horizontal coordinates were established by classical geodetic methods
 MK1970.and adjusted by the National Geodetic Survey in August 1997.
 MK1970
 MK1970.The orthometric height was scaled from a topographic map.
 MK1970
 MK1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1970.GEOID18 height accuracy estimate available here.
 MK1970
 MK1970.Click photographs - Photos may exist for this station.
 MK1970
 MK1970.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1970
 MK1970. The following values were computed from the NAD 83(1995) position.
 MK1970
 MK1970;                    North         East     Units Scale Factor Converg.
 MK1970;SPC NE       -   204,676.515   822,659.262   MT  0.99966030   +2 34 01.4
 MK1970;SPC NE       -   671,509.53  2,699,007.93   sFT  0.99966030   +2 34 01.4
 MK1970;UTM  14      - 4,610,657.871   739,440.632   MT  1.00030558   +1 54 33.2
 MK1970
 MK1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1970!SPC NE       -   0.99995576  x   0.99966030  =   0.99961607
 MK1970!UTM  14      -   0.99995576  x   1.00030558  =   1.00026132
 MK1970
 MK1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3944010657(NAD 83)
 MK1970
 MK1970|---------------------------------------------------------------------|
 MK1970| PID    Reference Object                     Distance      Geod. Az  |
 MK1970|                                                           dddmmss.s |
 MK1970| MK1968 322                                 338.814 METERS 03021     |
 MK1970| CL7764 TYSON RM 2                           35.045 METERS 03910     |
 MK1970| CL7763 TYSON RM 1                           44.403 METERS 15027     |
 MK1970|---------------------------------------------------------------------|
 MK1970
 MK1970                          SUPERSEDED SURVEY CONTROL
 MK1970
 MK1970  NAD 83(1986)-  41 36 42.23712(N)    096 07 34.92595(W) AD(       ) 3
 MK1970  NAD 27      -  41 36 42.26500(N)    096 07 33.87900(W) AD(       ) 3
 MK1970
 MK1970.Superseded values are not recommended for survey control.
 MK1970
 MK1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1970.See file dsdata.pdf to determine how the superseded data were derived.
 MK1970
 MK1970_MARKER: DS = TRIANGULATION STATION DISK
 MK1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1970_STAMPING: TYSON 1947
 MK1970_MARK LOGO: CGS
 MK1970_PROJECTION: FLUSH
 MK1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1970+STABILITY: SURFACE MOTION
 MK1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1970+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2010
 MK1970
 MK1970  HISTORY     - Date     Condition        Report By
 MK1970  HISTORY     - 1947     MONUMENTED       CGS
 MK1970  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK1970  HISTORY     - 1971     MARK NOT FOUND   NGS
 MK1970  HISTORY     - 19950628 MARK NOT FOUND   NGS
 MK1970  HISTORY     - 20100309 GOOD             INDIV
 MK1970
 MK1970                          STATION DESCRIPTION
 MK1970
 MK1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1970'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH NORTHEAST OF BLAIR
 MK1970'IN A FARMYARD.  STATION IS 48 FEET WEST OF THE APPROXIMATE
 MK1970'CENTERLINE OF ROAD, 27 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MK1970'BARN AND 16 FEET WEST OF WITNESS POST.  THE MARK IS FLUSH
 MK1970'WITH THE GROUND AND THE DISK IS STAMPED TYSON 1947.
 MK1970'
 MK1970'REFERENCE MARK NO. 1 IS 145.68 FEET SOUTHEAST OF STATION,
 MK1970'26 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 2 FEET
 MK1970'SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4
 MK1970'INCHES AND THE DISK IS STAMPED TYSON NO 1 1947.
 MK1970'
 MK1970'REFERENCE MARK NO. 2 IS 114.98 FEET NORTHEAST OF STATION,
 MK1970'27 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 15
 MK1970'FEET NORTH OF A 4 FOOT COTTONWOOD TREE.  THE MARK PROJECTS
 MK1970'ABOUT 3 INCHES AND THE DISK IS STAMPED TYSON NO 2 1947.
 MK1970'
 MK1970'322 (MORC) WAS USED FOR AZIMUTH AND IS APPROXIMATELY 0.3 MILE
 MK1970'NORTHEAST OF STATION, 170 PACES EAST OF ROAD, 3 FEET WEST
 MK1970'OF WITNESS POST AND IS IN FENCELINE.  THE MARK IS A 2 INCH
 MK1970'IRON PIPE WITH CAP PROJECTING ABOUT 6 INCHES AND IS STAMPED 322.
 MK1970'
 MK1970'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 73 AND
 MK1970'30 IN WEST EDGE OF BLAIR, GO NORTH ON U.S. HIGHWAY 73 FOR 5.6
 MK1970'MILES TO PLEASANT VIEW SCHOOL ON LEFT.  CONTINUE NORTH ON
 MK1970'U.S. HIGHWAY 73 FOR 0.6 MILE TO T ROAD EAST.  TURN RIGHT AND
 MK1970'GO EAST AND NORTHEAST FOR 3.35 MILES TO A SCHOOL HOUSE ON
 MK1970'LEFT.  CONTINUE EAST, SOUTHEAST AND SOUTH FOR 1.2 MILES TO
 MK1970'FARM BUILDINGS AND STATION ON RIGHT.
 MK1970'
 MK1970'TO REACH 322 (MORC) (AZIMUTH MARK) GO NORTHEAST ACROSS FIELD
 MK1970'FOR APPROXIMATELY 0.3 MILE TO FENCELINE AND MARK AS DESCRIBED.
 MK1970'
 MK1970'A 4 FOOT SIGNAL AT BLAIR 2 CAN BE SEEN AT 80 FEET.
 MK1970'
 MK1970'A 4 FOOT SIGNAL AT FOLLEN 1930 CAN BE SEEN FROM THE GROUND.
 MK1970'
 MK1970'A 90 FOOT SIGNAL AT CLAY CAN BE SEEN AT 80 FEET.
 MK1970'
 MK1970'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK1970
 MK1970                          STATION RECOVERY (1970)
 MK1970
 MK1970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLW)
 MK1970'SEARCHED FOR BUT NOT FOUND.
 MK1970
 MK1970                          STATION RECOVERY (1971)
 MK1970
 MK1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1970'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 MK1970'2, AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NONE OF THE MARKS
 MK1970'WERE FOUND.  THE ONLY TIE LEFT IS THE ROAD AND IS DIFFICULT
 MK1970'TO TELL WHERE THE STATION SITE IS SINCE THE OLD BARN MENTIONED
 MK1970'IN THE DESCRIPTION IS GONE.  THE STATION COULD BE COVERED
 MK1970'WITH CONCRETE OR BE COVERED BY A GRAIN BIN.  THE TO REACH THE
 MK1970'STATION WAS FOUND ADEQUATE.
 MK1970'
 MK1970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MK1970'MILES NNE OF BLAIR.
 MK1970
 MK1970                          STATION RECOVERY (1995)
 MK1970
 MK1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (TR)
 MK1970'MARK WAS SEARCHED FOR BUT COULD NOT LOCATE, BELIEVED TO BE IN CROPS.
 MK1970
 MK1970                          STATION RECOVERY (2010)
 MK1970
 MK1970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MRB)
 MK1970'4.7 MILES NORTH OF THE INTERSECTION OF US HIGHWAY 30 AND 10TH STREET
 MK1970'IN BLAIR, NEBRASKA.
 MK1970'APPROX 975 FEET SOUTH OF THE CENTERLINE OF SCOTT TYSON LANE.
 MK1970'APPROX 215 SOUTH OF THE SOUTH FACE OF TWIN METAL GRAIN BINS.
 MK1970'APPROX 45 FEET WEST OF THE CENTERLINE OF COUNTY ROAD NUMBER P35.
 MK1970'THE STATION MARK IS BURIED 1.8 FEET IN A CULTIVATED FIELD.
 MK1970'A 1 INCH DIAMETER X 2 INCH LONG MAGNET WAS PLACED ON THE WEST SIDE OF
 MK1970'THE STATION MARK TO HELP IN ITS DETECTION WITH A METAL DETECTOR.
 MK1970'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1202 ***********************************************************************
 NM1202  DESIGNATION -  U 1
 NM1202  PID         -  NM1202
 NM1202  STATE/COUNTY-  NE/WAYNE
 NM1202  COUNTRY     -  US
 NM1202  USGS QUAD   -  WAYNE (2017)
 NM1202
 NM1202                         *CURRENT SURVEY CONTROL
 NM1202  ______________________________________________________________________
 NM1202* NAD 83(1986) POSITION- 42 13 49.4    (N) 097 01 05.4    (W)   HD_HELD2
 NM1202* NAVD 88 ORTHO HEIGHT -   444.661 (meters)     1458.86  (feet) ADJUSTED
 NM1202  ______________________________________________________________________
 NM1202  GEOID HEIGHT    -        -24.908 (meters)                     GEOID18
 NM1202  DYNAMIC HEIGHT  -        444.506 (meters)     1458.35  (feet) COMP
 NM1202  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 NM1202
 NM1202  VERT ORDER      -  FIRST     CLASS II
 NM1202
 NM1202.The horizontal coordinates were established by autonomous hand held GPS
 NM1202.observations and have an estimated accuracy of +/- 10 meters.
 NM1202
 NM1202.The orthometric height was determined by differential leveling and
 NM1202.adjusted by the NATIONAL GEODETIC SURVEY
 NM1202.in June 1991.
 NM1202
 NM1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1202.GEOID18 height accuracy estimate available here.
 NM1202
 NM1202.Click photographs - Photos may exist for this station.
 NM1202
 NM1202.The dynamic height is computed by dividing the NAVD 88
 NM1202.geopotential number by the normal gravity value computed on the
 NM1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1202.degrees latitude (g = 980.6199 gals.).
 NM1202
 NM1202.The modeled gravity was interpolated from observed gravity values.
 NM1202
 NM1202;                    North         East    Units  Estimated Accuracy
 NM1202;SPC NE       -   270,385.      746,041.      MT  (+/- 10 meters HH2 GPS)
 NM1202
 NM1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6354077257(NAD 83)
 NM1202
 NM1202                          SUPERSEDED SURVEY CONTROL
 NM1202
 NM1202  NGVD 29 (??/??/92)  444.481  (m)         1458.27   (f) ADJ UNCH    1 2
 NM1202
 NM1202.Superseded values are not recommended for survey control.
 NM1202
 NM1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1202.See file dsdata.pdf to determine how the superseded data were derived.
 NM1202
 NM1202_MARKER: B = BOLT
 NM1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1202_SP_SET: BUILDING
 NM1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1202+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 NM1202
 NM1202  HISTORY     - Date     Condition        Report By
 NM1202  HISTORY     - 1900     MONUMENTED       CGS
 NM1202  HISTORY     - 1947     GOOD             CGS
 NM1202  HISTORY     - 20071010 GOOD             GEOCAC
 NM1202
 NM1202                          STATION DESCRIPTION
 NM1202
 NM1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1202'AT WAYNE.
 NM1202'AT WAYNE, IN THE NW ANGLE OF THE INTERSECTION OF MAIN ST AND SECOND
 NM1202'ST, IN THE S WALL OF THE FIRST NATIONAL BANK BUILDING, 37.5 FT
 NM1202'E OF THE SW CORNER OF THE BUILDING, 31.9 FT W OF THE W EDGE OF THE
 NM1202'MOST WESTERLY ONE OF TWO SQUARE STONE COLUMNS WHICH ARE AT THE
 NM1202'SE CORNER OF THE BUILDING, 8.9 FT W OF THE W END OF A CONCRETE
 NM1202'ENCLOSURE AROUND A STAIR MAY WHICH LEADS DOWN INTO THE BASEMENT,
 NM1202'3.9 FT ABOVE THE CONCRETE WALK, 2.3 FT E OF THE E EDGE OF THE
 NM1202'FOURTH WINDOW FROM THE W END OF AND 1.1 FOOT W OF THE W EDGE OF
 NM1202'THE FIFTH WINDOW THE E END OF THE BUILDING, A CROSS CUT ON THE
 NM1202'END OF A COPPER BOLT WHICH IS LEADED HORIZONTALLY IN THE SECOND
 NM1202'BRICK ABOVE THE TOP OF THE SANDSTONE BASE OF THE BUILDING.
 NM1202
 NM1202                          STATION RECOVERY (2007)
 NM1202
 NM1202'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 NM1202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0135 ***********************************************************************
 NP0135  DESIGNATION -  U 10
 NP0135  PID         -  NP0135
 NP0135  STATE/COUNTY-  NE/BOX BUTTE
 NP0135  COUNTRY     -  US
 NP0135  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0135
 NP0135                         *CURRENT SURVEY CONTROL
 NP0135  ______________________________________________________________________
 NP0135* NAD 83(1986) POSITION- 42 05 39.     (N) 102 52 49.     (W)   SCALED
 NP0135* NAVD 88 ORTHO HEIGHT -  1210.482 (meters)     3971.39  (feet) ADJUSTED
 NP0135  ______________________________________________________________________
 NP0135  GEOID HEIGHT    -        -18.690 (meters)                     GEOID18
 NP0135  DYNAMIC HEIGHT  -       1209.775 (meters)     3969.07  (feet) COMP
 NP0135  MODELED GRAVITY -    979,995.7   (mgal)                       NAVD 88
 NP0135
 NP0135  VERT ORDER      -  FIRST     CLASS II
 NP0135
 NP0135.The horizontal coordinates were scaled from a map and have
 NP0135.an estimated accuracy of +/- 6 seconds.
 NP0135
 NP0135.The orthometric height was determined by differential leveling and
 NP0135.adjusted by the NATIONAL GEODETIC SURVEY
 NP0135.in June 1991.
 NP0135
 NP0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0135.GEOID18 height accuracy estimate available here.
 NP0135
 NP0135.Click photographs - Photos may exist for this station.
 NP0135
 NP0135.The dynamic height is computed by dividing the NAVD 88
 NP0135.geopotential number by the normal gravity value computed on the
 NP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0135.degrees latitude (g = 980.6199 gals.).
 NP0135
 NP0135.The modeled gravity was interpolated from observed gravity values.
 NP0135
 NP0135;                    North         East    Units  Estimated Accuracy
 NP0135;SPC NE       -   254,980.      261,830.      MT  (+/- 180 meters Scaled)
 NP0135
 NP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG752624(NAD 83)
 NP0135
 NP0135                          SUPERSEDED SURVEY CONTROL
 NP0135
 NP0135  NGVD 29 (??/??/92) 1209.895  (m)         3969.46   (f) ADJ UNCH    1 2
 NP0135
 NP0135.Superseded values are not recommended for survey control.
 NP0135
 NP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0135.See file dsdata.pdf to determine how the superseded data were derived.
 NP0135
 NP0135_MARKER: DB = BENCH MARK DISK
 NP0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0135_STAMPING: U 10 1933 3969.178
 NP0135_MARK LOGO: CGS
 NP0135_PROJECTION: RECESSED 9 CENTIMETERS
 NP0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0135+STABILITY: SURFACE MOTION
 NP0135
 NP0135  HISTORY     - Date     Condition        Report By
 NP0135  HISTORY     - 1933     MONUMENTED       CGS
 NP0135  HISTORY     - 1956     GOOD             CGS
 NP0135  HISTORY     - 1985     GOOD             NGS
 NP0135  HISTORY     - 1987     GOOD             USPSQD
 NP0135
 NP0135                          STATION DESCRIPTION
 NP0135
 NP0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0135'0.5 MI W FROM ALLIANCE.
 NP0135'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0135'FROM THE STATION AT ALLIANCE, 53 FEET NORTH OF THE NORTH RAIL OF
 NP0135'THE MAIN TRACK, 44 FEET NORTH OF MILEPOST 366, 51 FEET EAST OF
 NP0135'THE CENTER LINE OF BLACK HILLS AVENUE, 19.9 FEET NORTH OF THE
 NP0135'NORTH RAIL OF A SIDE TRACK, 11.6 FEET SOUTHEAST OF A TELEPHONE
 NP0135'POLE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0135'CONCRETE POST WHICH IS 0.3 FOOT BELOW THE TOP OF THE GROUND, IN
 NP0135'THE SOUTHEAST 1/4 OF SECTION 35, TOWNSHIP 25 NORTH, RANGE 48
 NP0135'WEST.
 NP0135
 NP0135                          STATION RECOVERY (1985)
 NP0135
 NP0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0135'RECOVERED IN FAIR CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0135'THE CONCRETE HAS BEEN CHIPPED AWAY ON THE SOUTH SIDE OF THE DISK AND A
 NP0135'NEW WITNESS POST WAS ADDED.
 NP0135'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0135
 NP0135                          STATION RECOVERY (1987)
 NP0135
 NP0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (DR)
 NP0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0300 ***********************************************************************
 NP0300  DESIGNATION -  U 11
 NP0300  PID         -  NP0300
 NP0300  STATE/COUNTY-  NE/DAWES
 NP0300  COUNTRY     -  US
 NP0300  USGS QUAD   -  BELMONT (2017)
 NP0300
 NP0300                         *CURRENT SURVEY CONTROL
 NP0300  ______________________________________________________________________
 NP0300* NAD 83(1986) POSITION- 42 36 39.     (N) 103 21 28.     (W)   SCALED
 NP0300* NAVD 88 ORTHO HEIGHT -  1249.311 (meters)     4098.78  (feet) POSTED
 NP0300  ______________________________________________________________________
 NP0300  GEOID HEIGHT    -        -17.737 (meters)                     GEOID18
 NP0300  DYNAMIC HEIGHT  -       1248.60  (meters)     4096.4   (feet) COMP
 NP0300  MODELED GRAVITY -    980,010.0   (mgal)                       NAVD 88
 NP0300
 NP0300  VERT ORDER      -  * POSTED, SEE BELOW
 NP0300
 NP0300.The horizontal coordinates were scaled from a map and have
 NP0300.an estimated accuracy of +/- 6 seconds.
 NP0300
 NP0300.The orthometric height was determined by differential leveling
 NP0300.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0300
 NP0300.* This is a POSTED BENCH MARK height.
 NP0300
 NP0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0300.GEOID18 height accuracy estimate available here.
 NP0300
 NP0300.Click photographs - Photos may exist for this station.
 NP0300
 NP0300.The dynamic height is computed by dividing the NAVD 88
 NP0300.geopotential number by the normal gravity value computed on the
 NP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0300.degrees latitude (g = 980.6199 gals.).
 NP0300
 NP0300.The modeled gravity was interpolated from observed gravity values.
 NP0300
 NP0300;                    North         East    Units  Estimated Accuracy
 NP0300;SPC NE       -   313,740.      224,590.      MT  (+/- 180 meters Scaled)
 NP0300
 NP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH346189(NAD 83)
 NP0300
 NP0300                          SUPERSEDED SURVEY CONTROL
 NP0300
 NP0300  NGVD 29 (??/??/92) 1248.70   (m)         4096.8    (f) COMPUTED    1 2
 NP0300
 NP0300.Superseded values are not recommended for survey control.
 NP0300
 NP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0300.See file dsdata.pdf to determine how the superseded data were derived.
 NP0300
 NP0300_MARKER: DB = BENCH MARK DISK
 NP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0300_STAMPING: U 11 1933 4096.334
 NP0300_MARK LOGO: CGS
 NP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0300+STABILITY: SURFACE MOTION
 NP0300
 NP0300  HISTORY     - Date     Condition        Report By
 NP0300  HISTORY     - 1933     MONUMENTED       CGS
 NP0300  HISTORY     - 1956     MARK NOT FOUND   CGS
 NP0300  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0300
 NP0300                          STATION DESCRIPTION
 NP0300
 NP0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0300'6.8 MI S FROM CRAWFORD.
 NP0300'6.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0300'FROM THE STATION AT CRAWFORD, DAWES COUNTY, 0.2 MILE NORTH OF
 NP0300'MILEPOST 416, 0.1 MILE SOUTH OF THE STATION SIGN AT RUTLAND,
 NP0300'AT A ROAD CROSSING, 17 FEET NORTH OF THE CENTERLINE OF THE
 NP0300'CROSSING, AND 11 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 NP0300'STAMPED 4096.334 U 11 1933 AND SET IN THE TOP OF A CONCRETE POST
 NP0300'PROJECTING 3 INCHES ABOVE GROUND.
 NP0300
 NP0300                          STATION RECOVERY (1985)
 NP0300
 NP0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0300'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0294 ***********************************************************************
 ML0294  DESIGNATION -  U 116
 ML0294  PID         -  ML0294
 ML0294  STATE/COUNTY-  NE/SHERMAN
 ML0294  COUNTRY     -  US
 ML0294  USGS QUAD   -  LOUP CITY (2017)
 ML0294
 ML0294                         *CURRENT SURVEY CONTROL
 ML0294  ______________________________________________________________________
 ML0294* NAD 83(1986) POSITION- 41 16 30.0    (N) 098 57 57.7    (W)   HD_HELD2
 ML0294* NAVD 88 ORTHO HEIGHT -   631.920 (meters)     2073.22  (feet) ADJUSTED
 ML0294  ______________________________________________________________________
 ML0294  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 ML0294  DYNAMIC HEIGHT  -        631.597 (meters)     2072.16  (feet) COMP
 ML0294  MODELED GRAVITY -    980,091.4   (mgal)                       NAVD 88
 ML0294
 ML0294  VERT ORDER      -  FIRST     CLASS II
 ML0294
 ML0294.The horizontal coordinates were established by autonomous hand held GPS
 ML0294.observations and have an estimated accuracy of +/- 10 meters.
 ML0294
 ML0294.The orthometric height was determined by differential leveling and
 ML0294.adjusted by the NATIONAL GEODETIC SURVEY
 ML0294.in June 1991.
 ML0294
 ML0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0294.GEOID18 height accuracy estimate available here.
 ML0294
 ML0294.Click photographs - Photos may exist for this station.
 ML0294
 ML0294.The dynamic height is computed by dividing the NAVD 88
 ML0294.geopotential number by the normal gravity value computed on the
 ML0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0294.degrees latitude (g = 980.6199 gals.).
 ML0294
 ML0294.The modeled gravity was interpolated from observed gravity values.
 ML0294
 ML0294;                    North         East    Units  Estimated Accuracy
 ML0294;SPC NE       -   160,580.      586,600.      MT  (+/- 10 meters HH2 GPS)
 ML0294
 ML0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0284569285(NAD 83)
 ML0294
 ML0294                          SUPERSEDED SURVEY CONTROL
 ML0294
 ML0294  NGVD 29 (??/??/92)  631.678  (m)         2072.43   (f) ADJ UNCH    1 2
 ML0294
 ML0294.Superseded values are not recommended for survey control.
 ML0294
 ML0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0294.See file dsdata.pdf to determine how the superseded data were derived.
 ML0294
 ML0294_MARKER: DB = BENCH MARK DISK
 ML0294_STAMPING: U 116 1934
 ML0294_MARK LOGO: CGS
 ML0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0294
 ML0294  HISTORY     - Date     Condition        Report By
 ML0294  HISTORY     - 1934     MONUMENTED       CGS
 ML0294  HISTORY     - 1950     GOOD             CGS
 ML0294  HISTORY     - 20090811 POOR             NEDR
 ML0294
 ML0294                          STATION DESCRIPTION
 ML0294
 ML0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0294'IN LOUP CITY.
 ML0294'IN THE SOUTHEAST CORNER OF THE LAWN AROUND SHERMAN COUNTY
 ML0294'COURT HOUSE.  135 FEET SOUTHEAST CORNER OF THE COURT HOUSE
 ML0294'BUILDING.  84 FEET NORTH OF THE CENTER LINE OF NEBRASKA AVENUE,
 ML0294'23 FEET NORTHWEST OF SIDEWALK CORNER.
 ML0294
 ML0294                          STATION RECOVERY (2009)
 ML0294
 ML0294'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0294'MARKED RECOVERED AS DESCRIBED, STREET NAMES CHANGED, NEBRASKA AVE IS
 ML0294'NOW O STREET, MARK IS LOCATED UNDER A CEDAR TREE AND IS TILTED SOME
 ML0294'BECAUSE OF THE TREE.  MARK PROJECTS 0.35 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0147 ***********************************************************************
 ML0147  DESIGNATION -  U 117
 ML0147  PID         -  ML0147
 ML0147  STATE/COUNTY-  NE/HOWARD
 ML0147  COUNTRY     -  US
 ML0147  USGS QUAD   -  SAINT PAUL (2017)
 ML0147
 ML0147                         *CURRENT SURVEY CONTROL
 ML0147  ______________________________________________________________________
 ML0147* NAD 83(1986) POSITION- 41 09 27.     (N) 098 24 35.     (W)   SCALED
 ML0147* NAVD 88 ORTHO HEIGHT -   573.563 (meters)     1881.76  (feet) ADJUSTED
 ML0147  ______________________________________________________________________
 ML0147  GEOID HEIGHT    -        -24.784 (meters)                     GEOID18
 ML0147  DYNAMIC HEIGHT  -        573.270 (meters)     1880.80  (feet) COMP
 ML0147  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 ML0147
 ML0147  VERT ORDER      -  SECOND    CLASS 0
 ML0147
 ML0147.The horizontal coordinates were scaled from a map and have
 ML0147.an estimated accuracy of +/- 6 seconds.
 ML0147
 ML0147.The orthometric height was determined by differential leveling and
 ML0147.adjusted by the NATIONAL GEODETIC SURVEY
 ML0147.in June 1991.
 ML0147
 ML0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0147.GEOID18 height accuracy estimate available here.
 ML0147
 ML0147.Click photographs - Photos may exist for this station.
 ML0147
 ML0147.The dynamic height is computed by dividing the NAVD 88
 ML0147.geopotential number by the normal gravity value computed on the
 ML0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0147.degrees latitude (g = 980.6199 gals.).
 ML0147
 ML0147.The modeled gravity was interpolated from observed gravity values.
 ML0147
 ML0147;                    North         East    Units  Estimated Accuracy
 ML0147;SPC NE       -   148,240.      633,430.      MT  (+/- 180 meters Scaled)
 ML0147
 ML0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL495564(NAD 83)
 ML0147
 ML0147                          SUPERSEDED SURVEY CONTROL
 ML0147
 ML0147  NGVD 29 (??/??/92)  573.310  (m)         1880.93   (f) ADJ UNCH    2 0
 ML0147
 ML0147.Superseded values are not recommended for survey control.
 ML0147
 ML0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0147.See file dsdata.pdf to determine how the superseded data were derived.
 ML0147
 ML0147_MARKER: DB = BENCH MARK DISK
 ML0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0147_STAMPING: U 117 1935
 ML0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0147+STABILITY: SURFACE MOTION
 ML0147
 ML0147  HISTORY     - Date     Condition        Report By
 ML0147  HISTORY     - 1935     MONUMENTED       CGS
 ML0147
 ML0147                          STATION DESCRIPTION
 ML0147
 ML0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0147'4.8 MI S FROM ST PAUL.
 ML0147'4.8 MILES SOUTH OF DEPOT.  ALONG THE UNION PACIFIC RAILWAY
 ML0147'BETWEEN GRAND ISLAND AND ST. PAUL, 5 1/2 POLES NORTH OF MILEPOST
 ML0147'17, 44.4 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 281,
 ML0147'36 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AT THE
 ML0147'RAILROAD SIDING CALLED DUBLIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0088 ***********************************************************************
 ML0088  DESIGNATION -  U 118
 ML0088  PID         -  ML0088
 ML0088  STATE/COUNTY-  NE/WHEELER
 ML0088  COUNTRY     -  US
 ML0088  USGS QUAD   -  MUD CREEK (2017)
 ML0088
 ML0088                         *CURRENT SURVEY CONTROL
 ML0088  ______________________________________________________________________
 ML0088* NAD 83(1986) POSITION- 41 45 20.     (N) 098 22 22.     (W)   SCALED
 ML0088* NAVD 88 ORTHO HEIGHT -   634.575 (meters)     2081.93  (feet) ADJUSTED
 ML0088  ______________________________________________________________________
 ML0088  GEOID HEIGHT    -        -24.424 (meters)                     GEOID18
 ML0088  DYNAMIC HEIGHT  -        634.278 (meters)     2080.96  (feet) COMP
 ML0088  MODELED GRAVITY -    980,134.3   (mgal)                       NAVD 88
 ML0088
 ML0088  VERT ORDER      -  SECOND    CLASS 0
 ML0088
 ML0088.The horizontal coordinates were scaled from a map and have
 ML0088.an estimated accuracy of +/- 6 seconds.
 ML0088
 ML0088.The orthometric height was determined by differential leveling and
 ML0088.adjusted by the NATIONAL GEODETIC SURVEY
 ML0088.in June 1991.
 ML0088
 ML0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0088.GEOID18 height accuracy estimate available here.
 ML0088
 ML0088.Click photographs - Photos may exist for this station.
 ML0088
 ML0088.The dynamic height is computed by dividing the NAVD 88
 ML0088.geopotential number by the normal gravity value computed on the
 ML0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0088.degrees latitude (g = 980.6199 gals.).
 ML0088
 ML0088.The modeled gravity was interpolated from observed gravity values.
 ML0088
 ML0088;                    North         East    Units  Estimated Accuracy
 ML0088;SPC NE       -   214,690.      635,280.      MT  (+/- 180 meters Scaled)
 ML0088
 ML0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM521228(NAD 83)
 ML0088
 ML0088                          SUPERSEDED SURVEY CONTROL
 ML0088
 ML0088  NGVD 29 (??/??/92)  634.337  (m)         2081.15   (f) ADJ UNCH    2 0
 ML0088
 ML0088.Superseded values are not recommended for survey control.
 ML0088
 ML0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0088.See file dsdata.pdf to determine how the superseded data were derived.
 ML0088
 ML0088_MARKER: DB = BENCH MARK DISK
 ML0088_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0088_STAMPING: U 118 1935
 ML0088_MARK LOGO: CGS
 ML0088_PROJECTION: RECESSED 9 CENTIMETERS
 ML0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0088
 ML0088  HISTORY     - Date     Condition        Report By
 ML0088  HISTORY     - 1935     MONUMENTED       CGS
 ML0088  HISTORY     - 1950     GOOD             CGS
 ML0088
 ML0088                          STATION DESCRIPTION
 ML0088
 ML0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0088'4.6 MI N FROM SPALDING.
 ML0088'4.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0088'STATE HIGHWAYS 101 AND 91 AT SPALDING, 0.1 MILE EAST OF DISTRICT
 ML0088'19 SCHOOL, AT A ROAD INTERSECTION, 43 FEET WEST OF THE CENTER
 ML0088'LINE OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTER LINE OF AN
 ML0088'EAST AND WEST ROAD, 11 FEET WEST OF A FENCE CORNER, 1.6 FEET
 ML0088'NORTH OF A FENCE, 1.3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 ML0088'THE TOP OF A CONCRETE POST WHICH IS 0.3 FOOT BELOW THE TOP OF THE
 ML0088'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0031 ***********************************************************************
 LG0031  DESIGNATION -  U 12 RESET
 LG0031  PID         -  LG0031
 LG0031  STATE/COUNTY-  NE/OTOE
 LG0031  COUNTRY     -  US
 LG0031  USGS QUAD   -  PALMYRA (2017)
 LG0031
 LG0031                         *CURRENT SURVEY CONTROL
 LG0031  ______________________________________________________________________
 LG0031* NAD 83(1986) POSITION- 40 42 09.     (N) 096 23 16.     (W)   SCALED
 LG0031* NAVD 88 ORTHO HEIGHT -   345.444 (meters)     1133.34  (feet) ADJUSTED
 LG0031  ______________________________________________________________________
 LG0031  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 LG0031  DYNAMIC HEIGHT  -        345.290 (meters)     1132.84  (feet) COMP
 LG0031  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 LG0031
 LG0031  VERT ORDER      -  FIRST     CLASS II
 LG0031
 LG0031.The horizontal coordinates were scaled from a map and have
 LG0031.an estimated accuracy of +/- 6 seconds.
 LG0031
 LG0031.The orthometric height was determined by differential leveling and
 LG0031.adjusted by the NATIONAL GEODETIC SURVEY
 LG0031.in May 1993.
 LG0031
 LG0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0031.GEOID18 height accuracy estimate available here.
 LG0031
 LG0031.Click photographs - Photos may exist for this station.
 LG0031
 LG0031.The dynamic height is computed by dividing the NAVD 88
 LG0031.geopotential number by the normal gravity value computed on the
 LG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0031.degrees latitude (g = 980.6199 gals.).
 LG0031
 LG0031.The modeled gravity was interpolated from observed gravity values.
 LG0031
 LG0031;                    North         East    Units  Estimated Accuracy
 LG0031;SPC NE       -   102,880.      805,110.      MT  (+/- 180 meters Scaled)
 LG0031
 LG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206090(NAD 83)
 LG0031
 LG0031                          SUPERSEDED SURVEY CONTROL
 LG0031
 LG0031  NAVD 88 (06/15/91)  345.468  (m)         1133.42   (f) SUPERSEDED  1 2
 LG0031  NGVD 29 (??/??/92)  345.372  (m)         1133.11   (f) ADJ UNCH    1 2
 LG0031
 LG0031.Superseded values are not recommended for survey control.
 LG0031
 LG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0031.See file dsdata.pdf to determine how the superseded data were derived.
 LG0031
 LG0031_MARKER: DB = BENCH MARK DISK
 LG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0031_STAMPING: U 12 RESET 1952
 LG0031_MARK LOGO: CGS
 LG0031_PROJECTION: RECESSED 10 CENTIMETERS
 LG0031_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0031+STABILITY: SURFACE MOTION
 LG0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0031+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0031
 LG0031  HISTORY     - Date     Condition        Report By
 LG0031  HISTORY     - 1952     MONUMENTED       NEDR
 LG0031  HISTORY     - 1961     GOOD             CGS
 LG0031  HISTORY     - 19911023 GOOD             NGS
 LG0031  HISTORY     - 19940609 GOOD             NGS
 LG0031
 LG0031                          STATION DESCRIPTION
 LG0031
 LG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0031'AT PALMYRA.
 LG0031'AT PALMYRA, 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LG0031'RAILROAD STATION, 104 FEET SOUTHEAST OF A LARGE GRAIN ELEVATOR,
 LG0031'47.6 FEET SOUTH OF THE SOUTH RAIL, 42 FEET EAST OF THE CENTER OF
 LG0031'A DIRT ROAD, 3.5 FEET NORTH OF A RAILROAD CONCRETE RIGHT OF WAY
 LG0031'POST, 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0031'OF A SQUARE CONCRETE POST 4 INCHES BELOW GROUND SURFACE.
 LG0031
 LG0031                          STATION RECOVERY (1991)
 LG0031
 LG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0031'IN PALMYRA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0031'AND STATE HIGHWAY 66 A SPUR, 13.2 M (43.3 FT) SOUTHEAST OF THE NEAR
 LG0031'RAIL, 12.0 M (39.4 FT) EAST OF THE HIGHWAY CENTERLINE, 9.0 M (29.5
 LG0031'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 LG0031'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 LG0031'FENCE CORNER, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE
 LG0031'GROUND SURFACE.
 LG0031
 LG0031                          STATION RECOVERY (1994)
 LG0031
 LG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JAO)
 LG0031'THE MARK WAS RECOVERED IN GOOD CONDITION.  ROAD CONSTRUCTION REQUIRED
 LG0031'THE MARK BE RELOCATED.  THE MARK MAY REMAIN IN PLACE, BUT WILL
 LG0031'PROBABLY BE AT AN INACCESSIBLE DEPTH.  SEE THE 1994 RESET MARK, WHICH
 LG0031'IS SET VERTICALLY IN THE SOUTHEAST FACE OF THE GRAIN ELEVATOR, ACROSS
 LG0031'THE ROAD FROM THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7425 ***********************************************************************
 AA7425  DESIGNATION -  U 12 RESET
 AA7425  PID         -  AA7425
 AA7425  STATE/COUNTY-  NE/OTOE
 AA7425  COUNTRY     -  US
 AA7425  USGS QUAD   -  PALMYRA (2017)
 AA7425
 AA7425                         *CURRENT SURVEY CONTROL
 AA7425  ______________________________________________________________________
 AA7425* NAD 83(1986) POSITION- 40 42 10.     (N) 096 23 17.     (W)   SCALED
 AA7425* NAVD 88 ORTHO HEIGHT -   348.22  (+/-2cm)     1142.5   (feet) VERTCON
 AA7425  ______________________________________________________________________
 AA7425  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 AA7425  VERT ORDER      -  THIRD (See Below)
 AA7425
 AA7425.The horizontal coordinates were scaled from a map and have
 AA7425.an estimated accuracy of +/- 6 seconds.
 AA7425
 AA7425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7425
 AA7425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7425.GEOID18 height accuracy estimate available here.
 AA7425
 AA7425.The vertical order pertains to the NGVD 29 superseded value.
 AA7425
 AA7425.Click photographs - Photos may exist for this station.
 AA7425
 AA7425;                    North         East    Units  Estimated Accuracy
 AA7425;SPC NE       -   102,910.      805,090.      MT  (+/- 180 meters Scaled)
 AA7425
 AA7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206090(NAD 83)
 AA7425
 AA7425                          SUPERSEDED SURVEY CONTROL
 AA7425
 AA7425  NGVD 29 (01/31/13)  348.12   (m)         1142.1    (f) RESET       3  
 AA7425
 AA7425.Superseded values are not recommended for survey control.
 AA7425
 AA7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7425.See file dsdata.pdf to determine how the superseded data were derived.
 AA7425
 AA7425_MARKER: DV = VERTICAL CONTROL DISK
 AA7425_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AA7425_SP_SET: GRAIN ELEVATOR
 AA7425_STAMPING: U 12 RESET 1994
 AA7425_MARK LOGO: NGS
 AA7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7425+STABILITY: POSITION/ELEVATION WELL
 AA7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7425+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 AA7425
 AA7425  HISTORY     - Date     Condition        Report By
 AA7425  HISTORY     - 1994     MONUMENTED       NGS
 AA7425  HISTORY     - 20060118 GOOD             GEOCAC
 AA7425  HISTORY     - 20100105 GOOD             INDIV
 AA7425  HISTORY     - 20200824 GOOD             NEGS
 AA7425
 AA7425                          STATION DESCRIPTION
 AA7425
 AA7425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JAO)
 AA7425'THE MARK IS LOCATED IN THE SOUTH EDGE OF PALMYRA, IN THE NORTHWEST
 AA7425'ANGLE OF THE CROSSING OF A RAILROAD TRACK WITH STATE HIGHWAY 66A SPUR,
 AA7425'SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST TUBE OF THE
 AA7425'PALMYRA CO-OP GRAIN ELEVATOR AND 1.37 M (4.49 FT) ABOVE THE GROUND.
 AA7425'NOTE-THIS MARK IS SET INTO A CLASS A STABILITY STRUCTURE BUT WAS
 AA7425'ESTABLISHED FROM A CLASS C STABILITY CODE MARK.
 AA7425
 AA7425                          STATION RECOVERY (2006)
 AA7425
 AA7425'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AA7425'RECOVERED IN GOOD CONDITION.
 AA7425
 AA7425                          STATION RECOVERY (2010)
 AA7425
 AA7425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 AA7425'RECOVERED AS DESCRIBED
 AA7425
 AA7425                          STATION RECOVERY (2020)
 AA7425
 AA7425'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 AA7425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0052 ***********************************************************************
 MM0052  DESIGNATION -  U 120
 MM0052  PID         -  MM0052
 MM0052  STATE/COUNTY-  NE/CUSTER
 MM0052  COUNTRY     -  US
 MM0052  USGS QUAD   -  ARNOLD (2017)
 MM0052
 MM0052                         *CURRENT SURVEY CONTROL
 MM0052  ______________________________________________________________________
 MM0052* NAD 83(1986) POSITION- 41 25 46.     (N) 100 08 19.     (W)   SCALED
 MM0052* NAVD 88 ORTHO HEIGHT -   831.809 (meters)     2729.03  (feet) ADJUSTED
 MM0052  ______________________________________________________________________
 MM0052  GEOID HEIGHT    -        -22.078 (meters)                     GEOID18
 MM0052  DYNAMIC HEIGHT  -        831.365 (meters)     2727.57  (feet) COMP
 MM0052  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 MM0052
 MM0052  VERT ORDER      -  SECOND    CLASS 0
 MM0052
 MM0052.The horizontal coordinates were scaled from a map and have
 MM0052.an estimated accuracy of +/- 6 seconds.
 MM0052
 MM0052.The orthometric height was determined by differential leveling and
 MM0052.adjusted by the NATIONAL GEODETIC SURVEY
 MM0052.in June 1991.
 MM0052
 MM0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0052.GEOID18 height accuracy estimate available here.
 MM0052
 MM0052.Click photographs - Photos may exist for this station.
 MM0052
 MM0052.The dynamic height is computed by dividing the NAVD 88
 MM0052.geopotential number by the normal gravity value computed on the
 MM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0052.degrees latitude (g = 980.6199 gals.).
 MM0052
 MM0052.The modeled gravity was interpolated from observed gravity values.
 MM0052
 MM0052;                    North         East    Units  Estimated Accuracy
 MM0052;SPC NE       -   177,220.      488,420.      MT  (+/- 180 meters Scaled)
 MM0052
 MM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML048870(NAD 83)
 MM0052
 MM0052                          SUPERSEDED SURVEY CONTROL
 MM0052
 MM0052  NGVD 29 (??/??/92)  831.564  (m)         2728.22   (f) ADJ UNCH    2 0
 MM0052
 MM0052.Superseded values are not recommended for survey control.
 MM0052
 MM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0052.See file dsdata.pdf to determine how the superseded data were derived.
 MM0052
 MM0052_MARKER: DB = BENCH MARK DISK
 MM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0052_STAMPING: U 120 1934
 MM0052_MARK LOGO: CGS
 MM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0052+STABILITY: SURFACE MOTION
 MM0052
 MM0052  HISTORY     - Date     Condition        Report By
 MM0052  HISTORY     - 1934     MONUMENTED       CGS
 MM0052  HISTORY     - 1950     GOOD             CGS
 MM0052  HISTORY     - 1987     GOOD             LOCSUR
 MM0052
 MM0052                          STATION DESCRIPTION
 MM0052
 MM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0052'3.2 MI NE FROM ARNOLD.
 MM0052'2.7 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE
 MM0052'HIGHWAY NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD,
 MM0052'THENCE 0.5 MILE NORTH ALONG THE HIGHWAY, 56 YARDS (PACED) NORTH
 MM0052'OF A CONCRETE BRIDGE, 35 FEET WEST OF THE CENTER LINE OF THE
 MM0052'HIGHWAY, 20.0 FEET NORTH OF A SECTION LINE FENCE CORNER POST,
 MM0052'2.0 FEET WEST OF THE ROAD RIGHT OF WAY FENCE, 1.0 FOOT EAST OF A
 MM0052'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0052'0.2 FOOT ABOVE THE GROUND.
 MM0052
 MM0052                          STATION RECOVERY (1987)
 MM0052
 MM0052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (ERS)
 MM0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1509 ***********************************************************************
 LH1509  DESIGNATION -  U 122 RESET
 LH1509  PID         -  LH1509
 LH1509  STATE/COUNTY-  NE/BUFFALO
 LH1509  COUNTRY     -  US
 LH1509  USGS QUAD   -  PLEASANTON SE (2017)
 LH1509
 LH1509                         *CURRENT SURVEY CONTROL
 LH1509  ______________________________________________________________________
 LH1509* NAD 83(1986) POSITION- 40 51 58.44   (N) 099 05 05.01   (W)   HD_HELD1
 LH1509* NAVD 88 ORTHO HEIGHT -   684.13  (meters)     2244.5   (feet) RESET
 LH1509  ______________________________________________________________________
 LH1509  GEOID HEIGHT    -        -24.115 (meters)                     GEOID18
 LH1509  VERT ORDER      -  THIRD
 LH1509
 LH1509.The horizontal coordinates were determined by differentially corrected
 LH1509.hand held GPS observations or other comparable positioning techniques
 LH1509.and have an estimated accuracy of +/- 3 meters.
 LH1509
 LH1509.The orthometric height was computed from unverified reset data.
 LH1509
 LH1509.No vertical observational check was made to the station.
 LH1509
 LH1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1509.GEOID18 height accuracy estimate available here.
 LH1509
 LH1509.Click photographs - Photos may exist for this station.
 LH1509
 LH1509;                    North         East    Units  Estimated Accuracy
 LH1509;SPC NE       -   115,088.4     577,139.3     MT  (+/- 3 meters HH1 GPS) 
 LH1509
 LH1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9286023911(NAD 83)
 LH1509
 LH1509                          SUPERSEDED SURVEY CONTROL
 LH1509
 LH1509  NGVD 29 (01/31/13)  683.89   (m)         2243.7    (f) RESET       3  
 LH1509
 LH1509.Superseded values are not recommended for survey control.
 LH1509
 LH1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1509.See file dsdata.pdf to determine how the superseded data were derived.
 LH1509
 LH1509_MARKER: DV = VERTICAL CONTROL DISK
 LH1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1509_STAMPING: U 122 RESET 1990
 LH1509_MARK LOGO: NGS
 LH1509_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1509+STABILITY: SURFACE MOTION
 LH1509
 LH1509  HISTORY     - Date     Condition        Report By
 LH1509  HISTORY     - 1990     MONUMENTED       NEDR
 LH1509
 LH1509                          STATION DESCRIPTION
 LH1509
 LH1509'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 LH1509'7 MI (11.3 KM) SOUTH FROM PLEASANTON, ON THE WEST RIGHT-OF-WAY OF
 LH1509'STATE HIGHWAY 10 AND NEAR THE EAST 1/4 CORNER, SEC2, T10N, R16W.  IT
 LH1509'IS ALSO 1 MI (1.6 KM) NORTH FROM A POWER SUB-STATION TO THE EAST OF
 LH1509'THE HIGHWAY, FROM THE INTERSECTION OF STATE HIGHWAY 10 WITH THE MAIN
 LH1509'STREET ENTRANCE TO THE CITY OF PLEASANTON, GO SOUTH ON HIGHWAY 10 FOR
 LH1509'7.0 MI (11.3 KM) TO THE MARK ON THE RIGHT, THE DISK IS SET INTO THE
 LH1509'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (0.0 M)
 LH1509'ABOVE THE GROUND SURFACE.  IT IS 42.2 FT (12.9 M) WEST FROM THE
 LH1509'CENTERLINE OF THE HIGHWAY, 2.3 FT (0.7 M) EAST FROM THE BOTTOM OF A
 LH1509'WITNESS POST AND 2.2 FT (0.7 M) EAST-SOUTHEAST FROM A FENCE CORNER
 LH1509'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0493 ***********************************************************************
 ML0493  DESIGNATION -  U 125
 ML0493  PID         -  ML0493
 ML0493  STATE/COUNTY-  NE/VALLEY
 ML0493  COUNTRY     -  US
 ML0493  USGS QUAD   -  ORD (2017)
 ML0493
 ML0493                         *CURRENT SURVEY CONTROL
 ML0493  ______________________________________________________________________
 ML0493* NAD 83(1986) POSITION- 41 36 35.1    (N) 098 55 57.7    (W)   HD_HELD2
 ML0493* NAVD 88 ORTHO HEIGHT -   623.794 (meters)     2046.56  (feet) ADJUSTED
 ML0493  ______________________________________________________________________
 ML0493  GEOID HEIGHT    -        -23.918 (meters)                     GEOID18
 ML0493  DYNAMIC HEIGHT  -        623.492 (meters)     2045.57  (feet) COMP
 ML0493  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 ML0493
 ML0493  VERT ORDER      -  SECOND    CLASS 0
 ML0493
 ML0493.The horizontal coordinates were established by autonomous hand held GPS
 ML0493.observations and have an estimated accuracy of +/- 10 meters.
 ML0493
 ML0493.The orthometric height was determined by differential leveling and
 ML0493.adjusted by the NATIONAL GEODETIC SURVEY
 ML0493.in June 1991.
 ML0493
 ML0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0493.GEOID18 height accuracy estimate available here.
 ML0493
 ML0493.Click photographs - Photos may exist for this station.
 ML0493
 ML0493.The dynamic height is computed by dividing the NAVD 88
 ML0493.geopotential number by the normal gravity value computed on the
 ML0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0493.degrees latitude (g = 980.6199 gals.).
 ML0493
 ML0493.The modeled gravity was interpolated from observed gravity values.
 ML0493
 ML0493;                    North         East    Units  Estimated Accuracy
 ML0493;SPC NE       -   197,776.      588,933.      MT  (+/- 10 meters HH2 GPS)
 ML0493
 ML0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0560806450(NAD 83)
 ML0493
 ML0493                          SUPERSEDED SURVEY CONTROL
 ML0493
 ML0493  NGVD 29 (??/??/92)  623.544  (m)         2045.74   (f) ADJ UNCH    2 0
 ML0493
 ML0493.Superseded values are not recommended for survey control.
 ML0493
 ML0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0493.See file dsdata.pdf to determine how the superseded data were derived.
 ML0493
 ML0493_MARKER: DB = BENCH MARK DISK
 ML0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0493_STAMPING: U 125 1935
 ML0493_MARK LOGO: CGS
 ML0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0493+STABILITY: SURFACE MOTION
 ML0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0493+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2014
 ML0493
 ML0493  HISTORY     - Date     Condition        Report By
 ML0493  HISTORY     - 1935     MONUMENTED       CGS
 ML0493  HISTORY     - 1950     GOOD             CGS
 ML0493  HISTORY     - 1985     GOOD             NGS
 ML0493  HISTORY     - 20141117 GOOD             NEDR
 ML0493
 ML0493                          STATION DESCRIPTION
 ML0493
 ML0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0493'0.2 MI NW FROM ORD.
 ML0493'0.2 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0493'RAILROAD FROM THE STATION AT ORD, 38 FEET SOUTHWEST OF THE
 ML0493'SOUTHWEST RAIL OF THE MAIN TRACK, 23 FEET EAST OF THE CENTER
 ML0493'LINE OF NORTH 19TH STREET, 3 FEET NORTHEAST OF A POWER POLE, 1.3
 ML0493'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0493'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0493
 ML0493                          STATION RECOVERY (1985)
 ML0493
 ML0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0493'0.40 KM (0.25 MI) WEST ALONG L STREET, FROM THE VALLEY COUNTY
 ML0493'COURTHOUSE, THENCE 0.64 KM (0.4 MI) RIGHT AND NORTH ALONG 19TH STREET
 ML0493'TO THE MARK ON THE RIGHT, 12.2 M (40 FT) SOUTHWEST FROM ON OLD
 ML0493'RAILROAD GRADE, 6.7 M (22.0 FT) EAST FROM THE CENTERLINE OF 19TH
 ML0493'STREET, 1.16 M (3.8 FT) NORTH FROM A POWER POLE.
 ML0493
 ML0493                          STATION RECOVERY (2014)
 ML0493
 ML0493'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (RZ)
 ML0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DH6640 ***********************************************************************
 DH6640  DESIGNATION -  U 126 RESET
 DH6640  PID         -  DH6640
 DH6640  STATE/COUNTY-  NE/HOLT
 DH6640  COUNTRY     -  US
 DH6640  USGS QUAD   -  AMELIA (2017)
 DH6640
 DH6640                         *CURRENT SURVEY CONTROL
 DH6640  ______________________________________________________________________
 DH6640* NAD 83(2011) POSITION- 42 12 34.47371(N) 098 58 22.86420(W)   ADJUSTED
 DH6640* NAD 83(2011) ELLIP HT-   659.555 (meters)        (06/27/12)   ADJUSTED
 DH6640* NAD 83(2011) EPOCH   -  2010.00
 DH6640* NAVD 88 ORTHO HEIGHT -   683.2   (meters)     2241.    (feet) GPS OBS
 DH6640  ______________________________________________________________________
 DH6640  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH6640  GEOID HEIGHT    -        -23.649 (meters)                     GEOID03
 DH6640  GEOID HEIGHT    -        -23.693 (meters)                     GEOID18
 DH6640  NAD 83(2011) X  -   -738,028.000 (meters)                     COMP
 DH6640  NAD 83(2011) Y  - -4,673,970.173 (meters)                     COMP
 DH6640  NAD 83(2011) Z  -  4,263,317.891 (meters)                     COMP
 DH6640  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DH6640
 DH6640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6640  Standards:
 DH6640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6640  -------------------------------------------------------------------
 DH6640  NETWORK    0.50   1.47           0.23   0.17   0.75      0.09327279
 DH6640  -------------------------------------------------------------------
 DH6640  Click here for local accuracies and other accuracy information.
 DH6640
 DH6640.The horizontal coordinates were established by GPS observations
 DH6640.and adjusted by the National Geodetic Survey in June 2012.
 DH6640
 DH6640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6640.been affixed to the stable North American tectonic plate. See 
 DH6640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6640
 DH6640.The horizontal coordinates are valid at the epoch date displayed above
 DH6640.which is a decimal equivalence of Year/Month/Day.
 DH6640
 DH6640.The orthometric height was determined by GPS observations and a
 DH6640.high-resolution geoid model.
 DH6640
 DH6640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6640.GEOID18 height accuracy estimate available here.
 DH6640
 DH6640.Click photographs - Photos may exist for this station.
 DH6640
 DH6640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6640
 DH6640.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6640
 DH6640.The ellipsoidal height was determined by GPS observations
 DH6640.and is referenced to NAD 83.
 DH6640
 DH6640. The following values were computed from the NAD 83(2011) position.
 DH6640
 DH6640;                    North         East     Units Scale Factor Converg.
 DH6640;SPC NE       -   264,333.591   584,781.938   MT  0.99973399   +0 40 50.1
 DH6640;SPC NE       -   867,234.46  1,918,572.07   sFT  0.99973399   +0 40 50.1
 DH6640;UTM  14      - 4,673,045.990   502,227.252   MT  0.99960006   +0 01 05.3
 DH6640
 DH6640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6640!SPC NE       -   0.99989657  x   0.99973399  =   0.99963058
 DH6640!UTM  14      -   0.99989657  x   0.99960006  =   0.99949667
 DH6640
 DH6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0222773045(NAD 83)
 DH6640
 DH6640                          SUPERSEDED SURVEY CONTROL
 DH6640
 DH6640  NAD 83(2007)-  42 12 34.47367(N)    098 58 22.86493(W) AD(2002.00) 0
 DH6640  ELLIP H (02/10/07)  659.582  (m)                       GP(2002.00)    
 DH6640  NAD 83(1995)-  42 12 34.47339(N)    098 58 22.86464(W) AD(       ) B
 DH6640  ELLIP H (06/30/05)  659.551  (m)                       GP(       ) 4 1
 DH6640
 DH6640.Superseded values are not recommended for survey control.
 DH6640
 DH6640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6640.See file dsdata.pdf to determine how the superseded data were derived.
 DH6640
 DH6640_MARKER: DB = BENCH MARK DISK
 DH6640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6640_STAMPING: U 126 RESET 2002
 DH6640_PROJECTION: RECESSED 3 CENTIMETERS
 DH6640_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6640+STABILITY: SURFACE MOTION
 DH6640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6640+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 DH6640
 DH6640  HISTORY     - Date     Condition        Report By
 DH6640  HISTORY     - 20020705 MONUMENTED       NEDR
 DH6640  HISTORY     - 20021104 GOOD             NEDR
 DH6640  HISTORY     - 20100809 GOOD             JEOCON
 DH6640  HISTORY     - 20130207 GOOD             INDIV
 DH6640  HISTORY     - 20130827 GOOD             NEGS
 DH6640  HISTORY     - 20200303 GOOD             NEGS
 DH6640
 DH6640                          STATION DESCRIPTION
 DH6640
 DH6640'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (KSM)
 DH6640'DESCRIBED BY THE NEBRASKA DEPARTMENT OF ROADS (2002)
 DH6640'
 DH6640'FROM THE JUNCTION OF N-11 AND N-95, 11 MILES WEST CHAMBERS, NEBRASKA,
 DH6640'GO NORTHEAST ON  N-11APPROXIMATELY 0.47 MILES TO THE BENCHMARK ON THE
 DH6640'RIGHT, SOUTHEAST SIDE OF THE  HIGHWAY AT A FENCELINE RUNNING TO THE
 DH6640'SOUTH. THE MARK IS 64.5 FEET SOUTHEAST OF HIGHWAY  CENTERLINE, 3.8
 DH6640'FEET FROM A CARSONITE WITNESS POST.
 DH6640
 DH6640                          STATION RECOVERY (2010)
 DH6640
 DH6640'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 DH6640'RECOVERED IN GOOD CONDITION.
 DH6640
 DH6640                          STATION RECOVERY (2013)
 DH6640
 DH6640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 DH6640'RECOVERED AS DESCRIBED, U 126 RESET 2002
 DH6640
 DH6640                          STATION RECOVERY (2013)
 DH6640
 DH6640'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2013 (JRH)
 DH6640'A LEVEL RUN FROM S 126 RESET 2002 THROUGH U 126 RESET 2002 AND INTO
 DH6640'A 127 RESET 1960. THE EQUIPMENT USED WAS A LEICA DNA10 DIGITAL LEVEL
 DH6640'WITH BAR CODED RODS. U 126 RESET 2002 ELEVATION IS 2241.549'.
 DH6640
 DH6640                          STATION RECOVERY (2020)
 DH6640
 DH6640'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 DH6640'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 11/ STATE HIGHWAY 95
 DH6640'APPROXIMATELY 4.0 MI (6.4 KM) SOUTHWEST OF AMEILA, NORTHEAST, GO
 DH6640'NORTHEAST ON HIGHWAY 11 FOR APPROXIMATELY0.48 MILE TO POINT ON THE
 DH6640'RIGHT, NEAR MILE POST 126+01 FOR HIGHWAY 11.
 DH6640'
 DH6640'THE MARK IS 64 FT (19.5 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DH6640'11.75 FT (3.6 M) NORTH OF NTFP, 9.83 FT (3.0 M) SOUTHWEST OF NTBP, 6.3
 DH6640'FT (1.9 M) WEST-NORTHWEST NT CORNER FENCE POST AND 3.7 FT (1.1 M) WEST
 DH6640'OF A ORANGE CARSONITE WITNESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0118 ***********************************************************************
 NN0118  DESIGNATION -  U 127
 NN0118  PID         -  NN0118
 NN0118  STATE/COUNTY-  NE/HOLT
 NN0118  COUNTRY     -  US
 NN0118  USGS QUAD   -  EWING SW (2017)
 NN0118
 NN0118                         *CURRENT SURVEY CONTROL
 NN0118  ______________________________________________________________________
 NN0118* NAD 83(1986) POSITION- 42 19 37.     (N) 098 26 45.     (W)   SCALED
 NN0118* NAVD 88 ORTHO HEIGHT -   580.034 (meters)     1902.99  (feet) ADJUSTED
 NN0118  ______________________________________________________________________
 NN0118  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 NN0118  DYNAMIC HEIGHT  -        579.800 (meters)     1902.23  (feet) COMP
 NN0118  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 NN0118
 NN0118  VERT ORDER      -  SECOND    CLASS 0
 NN0118
 NN0118.The horizontal coordinates were scaled from a map and have
 NN0118.an estimated accuracy of +/- 6 seconds.
 NN0118
 NN0118.The orthometric height was determined by differential leveling and
 NN0118.adjusted by the NATIONAL GEODETIC SURVEY
 NN0118.in June 1991.
 NN0118
 NN0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0118.GEOID18 height accuracy estimate available here.
 NN0118
 NN0118.Click photographs - Photos may exist for this station.
 NN0118
 NN0118.The dynamic height is computed by dividing the NAVD 88
 NN0118.geopotential number by the normal gravity value computed on the
 NN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0118.degrees latitude (g = 980.6199 gals.).
 NN0118
 NN0118.The modeled gravity was interpolated from observed gravity values.
 NN0118
 NN0118;                    North         East    Units  Estimated Accuracy
 NN0118;SPC NE       -   278,020.      628,070.      MT  (+/- 180 meters Scaled)
 NN0118
 NN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM456862(NAD 83)
 NN0118
 NN0118                          SUPERSEDED SURVEY CONTROL
 NN0118
 NN0118  NGVD 29 (??/??/92)  579.819  (m)         1902.29   (f) ADJ UNCH    2 0
 NN0118
 NN0118.Superseded values are not recommended for survey control.
 NN0118
 NN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0118.See file dsdata.pdf to determine how the superseded data were derived.
 NN0118
 NN0118_MARKER: DB = BENCH MARK DISK
 NN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0118_STAMPING: U 127 1935
 NN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0118+STABILITY: SURFACE MOTION
 NN0118
 NN0118  HISTORY     - Date     Condition        Report By
 NN0118  HISTORY     - 1935     MONUMENTED       CGS
 NN0118  HISTORY     - 1962     MARK NOT FOUND   CGS
 NN0118
 NN0118                          STATION DESCRIPTION
 NN0118
 NN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0118'AT STAFFORD.
 NN0118'AT STAFFORD, HOLT COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NN0118'0.2 MILE SOUTHEAST OF THE STATION, 127 FEET WEST OF MILEPOST 142,
 NN0118'134 FEET WEST OF A SWITCH-STAND, 81.9 FEET SOUTH OF THE CENTER OF
 NN0118'A ROAD CROSSING, 75.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 NN0118'THE MAIN TRACK, AND 10.5 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE
 NN0118'CORNER.  A STANDARD DISK, STAMPED U 127 1935 AND SET IN THE TOP
 NN0118'OF A CONCRETE POST.
 NN0118
 NN0118                          STATION RECOVERY (1962)
 NN0118
 NN0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1335 ***********************************************************************
 NM1335  DESIGNATION -  U 128
 NM1335  PID         -  NM1335
 NM1335  STATE/COUNTY-  NE/MADISON
 NM1335  COUNTRY     -  US
 NM1335  USGS QUAD   -  MEADOW GROVE (2017)
 NM1335
 NM1335                         *CURRENT SURVEY CONTROL
 NM1335  ______________________________________________________________________
 NM1335* NAD 83(1986) POSITION- 42 00 40.88   (N) 097 39 33.49   (W)   HD_HELD1
 NM1335* NAVD 88 ORTHO HEIGHT -   493.824 (meters)     1620.15  (feet) ADJUSTED
 NM1335  ______________________________________________________________________
 NM1335  GEOID HEIGHT    -        -24.724 (meters)                     GEOID18
 NM1335  DYNAMIC HEIGHT  -        493.626 (meters)     1619.50  (feet) COMP
 NM1335  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 NM1335
 NM1335  VERT ORDER      -  SECOND    CLASS 0
 NM1335
 NM1335.The horizontal coordinates were determined by differentially corrected
 NM1335.hand held GPS observations or other comparable positioning techniques
 NM1335.and have an estimated accuracy of +/- 3 meters.
 NM1335
 NM1335.The orthometric height was determined by differential leveling and
 NM1335.adjusted by the NATIONAL GEODETIC SURVEY
 NM1335.in June 1991.
 NM1335
 NM1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1335.GEOID18 height accuracy estimate available here.
 NM1335
 NM1335.Click photographs - Photos may exist for this station.
 NM1335
 NM1335.The dynamic height is computed by dividing the NAVD 88
 NM1335.geopotential number by the normal gravity value computed on the
 NM1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1335.degrees latitude (g = 980.6199 gals.).
 NM1335
 NM1335.The modeled gravity was interpolated from observed gravity values.
 NM1335
 NM1335;                    North         East    Units  Estimated Accuracy
 NM1335;SPC NE       -   244,442.6     693,811.7     MT  (+/- 3 meters HH1 GPS) 
 NM1335
 NM1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1101451906(NAD 83)
 NM1335
 NM1335                          SUPERSEDED SURVEY CONTROL
 NM1335
 NM1335  NGVD 29 (??/??/92)  493.632  (m)         1619.52   (f) ADJ UNCH    2 0
 NM1335
 NM1335.Superseded values are not recommended for survey control.
 NM1335
 NM1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1335.See file dsdata.pdf to determine how the superseded data were derived.
 NM1335
 NM1335_MARKER: DB = BENCH MARK DISK
 NM1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1335_STAMPING: U 128 1935
 NM1335_MARK LOGO: CGS
 NM1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1335+STABILITY: SURFACE MOTION
 NM1335
 NM1335  HISTORY     - Date     Condition        Report By
 NM1335  HISTORY     - 1935     MONUMENTED       CGS
 NM1335
 NM1335                          STATION DESCRIPTION
 NM1335
 NM1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1335'3.2 MI NW FROM BATTLE CREEK.
 NM1335'3.16 MILES NORTHWEST OF DEPOT.  ALONG THE CHICAGO AND NORTH
 NM1335'WESTERN RAILROAD BETWEEN TILDEN AND NORFOLK, 70.2 FEET SOUTHEAST
 NM1335'OF THE CENTER OF RAILROAD ROAD CROSSING, 48.4 FEET SOUTH OF THE
 NM1335'SOUTH RAIL OF THE MAIN TRACK, 4.4 FEET NORTHWEST OF THE CORNER
 NM1335'RIGHT OF WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0303 ***********************************************************************
 LG0303  DESIGNATION -  U 13
 LG0303  PID         -  LG0303
 LG0303  STATE/COUNTY-  NE/LANCASTER
 LG0303  COUNTRY     -  US
 LG0303  USGS QUAD   -  LINCOLN (2017)
 LG0303
 LG0303                         *CURRENT SURVEY CONTROL
 LG0303  ______________________________________________________________________
 LG0303* NAD 83(1986) POSITION- 40 46 18.00   (N) 096 42 07.59   (W)   HD_HELD1
 LG0303* NAVD 88 ORTHO HEIGHT -   359.152 (meters)     1178.32  (feet) ADJUSTED
 LG0303  ______________________________________________________________________
 LG0303  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 LG0303  DYNAMIC HEIGHT  -        358.995 (meters)     1177.80  (feet) COMP
 LG0303  MODELED GRAVITY -    980,177.1   (mgal)                       NAVD 88
 LG0303
 LG0303  VERT ORDER      -  FIRST     CLASS II
 LG0303
 LG0303.The horizontal coordinates were determined by differentially corrected
 LG0303.hand held GPS observations or other comparable positioning techniques
 LG0303.and have an estimated accuracy of +/- 3 meters.
 LG0303
 LG0303.The orthometric height was determined by differential leveling and
 LG0303.adjusted by the NATIONAL GEODETIC SURVEY
 LG0303.in June 1991.
 LG0303
 LG0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0303.GEOID18 height accuracy estimate available here.
 LG0303
 LG0303.Click photographs - Photos may exist for this station.
 LG0303
 LG0303.The dynamic height is computed by dividing the NAVD 88
 LG0303.geopotential number by the normal gravity value computed on the
 LG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0303.degrees latitude (g = 980.6199 gals.).
 LG0303
 LG0303.The modeled gravity was interpolated from observed gravity values.
 LG0303
 LG0303;                    North         East    Units  Estimated Accuracy
 LG0303;SPC NE       -   109,489.4     778,284.2     MT  (+/- 3 meters HH1 GPS) 
 LG0303
 LG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9392915950(NAD 83)
 LG0303
 LG0303                          SUPERSEDED SURVEY CONTROL
 LG0303
 LG0303  NGVD 29 (??/??/92)  359.056  (m)         1178.00   (f) ADJ UNCH    1 2
 LG0303
 LG0303.Superseded values are not recommended for survey control.
 LG0303
 LG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0303.See file dsdata.pdf to determine how the superseded data were derived.
 LG0303
 LG0303_MARKER: DB = BENCH MARK DISK
 LG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0303_STAMPING: U 13 1933 1177.458
 LG0303_MARK LOGO: CGS
 LG0303_PROJECTION: FLUSH
 LG0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0303+STABILITY: SURFACE MOTION
 LG0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0303+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0303
 LG0303  HISTORY     - Date     Condition        Report By
 LG0303  HISTORY     - 1933     MONUMENTED       CGS
 LG0303  HISTORY     - 1940     GOOD             CGS
 LG0303  HISTORY     - 1971     GOOD             LOCSUR
 LG0303  HISTORY     - 1990     GOOD             USPSQD
 LG0303  HISTORY     - 19911022 GOOD             NGS
 LG0303  HISTORY     - 20010818 GOOD             USPSQD
 LG0303  HISTORY     - 20030809 GOOD             USPSQD
 LG0303
 LG0303                          STATION DESCRIPTION
 LG0303
 LG0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0303'3.3 MI SE FROM LINCOLN.
 LG0303'3.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0303'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 64
 LG0303'FEET SOUTH OF THE STATION SIGN AT LANCASTER, AT THE NORTH
 LG0303'PROPERTY LINE OF THE STATE PENITENTIARY, 117 FEET WEST OF THE
 LG0303'CENTERLINE OF U.S. HIGHWAY 77, 40 FEET SOUTHWEST OF THE
 LG0303'CENTERLINE OF THE TRACK, AND 4.7 FEET NORTH OF A ROW OF SMALL
 LG0303'CEDAR TREES.  A STANDARD DISK, STAMPED 1177.458 U 13 1933 AND
 LG0303'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LG0303
 LG0303                          STATION RECOVERY (1971)
 LG0303
 LG0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LG0303'RECOVERED IN GOOD CONDITION.
 LG0303
 LG0303                          STATION RECOVERY (1990)
 LG0303
 LG0303'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0303'RECOVERED IN GOOD CONDITION.
 LG0303
 LG0303                          STATION RECOVERY (1991)
 LG0303
 LG0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0303'IN LINCOLN, AT THE INTERSECTION OF U.S. HIGHWAY 77 (SOUTH 14TH
 LG0303'STREET) AND THE BURLINGTON NORTHERN RAILROAD, NEAR THE NORTHEAST
 LG0303'BOUNDARY OF THE STATE PENITENTIARY, 27.8 M (91.2 FT) WEST OF THE
 LG0303'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.9 M (45.6 FT)
 LG0303'EAST OF UTILITY POLE NUMBER 16 WITH A GUY CABLE, 11.8 M (38.7 FT)
 LG0303'WEST OF THE WEST CURB OF AN ON-RAMP, 11.2 M (36.7 FT) SOUTHWEST OF
 LG0303'THE NEAR RAIL, 0.6 M (2.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT)
 LG0303'BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH WITH THE
 LG0303'GROUND SURFACE.
 LG0303
 LG0303                          STATION RECOVERY (2001)
 LG0303
 LG0303'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0303'RECOVERED IN GOOD CONDITION.
 LG0303
 LG0303                          STATION RECOVERY (2003)
 LG0303
 LG0303'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0357 ***********************************************************************
 NO0357  DESIGNATION -  U 130
 NO0357  PID         -  NO0357
 NO0357  STATE/COUNTY-  NE/CHERRY
 NO0357  COUNTRY     -  US
 NO0357  USGS QUAD   -  MERRIMAN (2017)
 NO0357
 NO0357                         *CURRENT SURVEY CONTROL
 NO0357  ______________________________________________________________________
 NO0357* NAD 83(1986) POSITION- 42 59 43.     (N) 101 42 53.     (W)   SCALED
 NO0357* NAVD 88 ORTHO HEIGHT -  1004.510 (meters)     3295.63  (feet) ADJUSTED
 NO0357  ______________________________________________________________________
 NO0357  GEOID HEIGHT    -        -19.392 (meters)                     GEOID18
 NO0357  DYNAMIC HEIGHT  -       1004.077 (meters)     3294.21  (feet) COMP
 NO0357  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 NO0357
 NO0357  VERT ORDER      -  SECOND    CLASS 0
 NO0357
 NO0357.The horizontal coordinates were scaled from a map and have
 NO0357.an estimated accuracy of +/- 6 seconds.
 NO0357
 NO0357.The orthometric height was determined by differential leveling and
 NO0357.adjusted by the NATIONAL GEODETIC SURVEY
 NO0357.in June 1991.
 NO0357
 NO0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0357.GEOID18 height accuracy estimate available here.
 NO0357
 NO0357.Click photographs - Photos may exist for this station.
 NO0357
 NO0357.The dynamic height is computed by dividing the NAVD 88
 NO0357.geopotential number by the normal gravity value computed on the
 NO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0357.degrees latitude (g = 980.6199 gals.).
 NO0357
 NO0357.The modeled gravity was interpolated from observed gravity values.
 NO0357
 NO0357;                    North         East    Units  Estimated Accuracy
 NO0357;SPC NE       -   352,480.      360,180.      MT  (+/- 180 meters Scaled)
 NO0357
 NO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN787638(NAD 83)
 NO0357
 NO0357                          SUPERSEDED SURVEY CONTROL
 NO0357
 NO0357  NGVD 29 (??/??/92) 1004.081  (m)         3294.22   (f) ADJ UNCH    2 0
 NO0357
 NO0357.Superseded values are not recommended for survey control.
 NO0357
 NO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0357.See file dsdata.pdf to determine how the superseded data were derived.
 NO0357
 NO0357_MARKER: DB = BENCH MARK DISK
 NO0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0357_STAMPING: U 130 1934
 NO0357_MARK LOGO: CGS
 NO0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0357+STABILITY: SURFACE MOTION
 NO0357
 NO0357  HISTORY     - Date     Condition        Report By
 NO0357  HISTORY     - 1934     MONUMENTED       CGS
 NO0357  HISTORY     - 1948     GOOD             CGS
 NO0357
 NO0357                          STATION DESCRIPTION
 NO0357
 NO0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0357'5.3 MI N FROM MERRIMAN.
 NO0357'5.3 MILES N OF AND ALONG HWY 61.  MARK IS IN NEBRASKA, 102 YARDS
 NO0357'S OF NEBRASKA - SOUTH DAKOTA STATE LINE, 11 YARDS W OF CENTER
 NO0357'OF THE HIGHWAY.
 NO0357
 NO0357                          STATION RECOVERY (1948)
 NO0357
 NO0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NO0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0358 ***********************************************************************
 NO0358  DESIGNATION -  U 130 RESET
 NO0358  PID         -  NO0358
 NO0358  STATE/COUNTY-  NE/CHERRY
 NO0358  COUNTRY     -  US
 NO0358  USGS QUAD   -  MERRIMAN (2017)
 NO0358
 NO0358                         *CURRENT SURVEY CONTROL
 NO0358  ______________________________________________________________________
 NO0358* NAD 83(1986) POSITION- 42 59 45.     (N) 101 42 53.     (W)   SCALED
 NO0358* NAVD 88 ORTHO HEIGHT -  1003.20  (meters)     3291.3   (feet) RESET
 NO0358  ______________________________________________________________________
 NO0358  GEOID HEIGHT    -        -19.393 (meters)                     GEOID18
 NO0358  VERT ORDER      -  THIRD
 NO0358
 NO0358.The horizontal coordinates were scaled from a map and have
 NO0358.an estimated accuracy of +/- 6 seconds.
 NO0358
 NO0358.The orthometric height was computed from unverified reset data.
 NO0358
 NO0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0358.GEOID18 height accuracy estimate available here.
 NO0358
 NO0358.Click photographs - Photos may exist for this station.
 NO0358
 NO0358;                    North         East    Units  Estimated Accuracy
 NO0358;SPC NE       -   352,550.      360,180.      MT  (+/- 180 meters Scaled)
 NO0358
 NO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN787639(NAD 83)
 NO0358
 NO0358                          SUPERSEDED SURVEY CONTROL
 NO0358
 NO0358  NGVD 29 (??/??/??) 1004.08   (m)         3294.2    (f) RESET       3  
 NO0358
 NO0358.Superseded values are not recommended for survey control.
 NO0358
 NO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0358.See file dsdata.pdf to determine how the superseded data were derived.
 NO0358
 NO0358_MARKER: DB = BENCH MARK DISK
 NO0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0358_STAMPING: U 130 RESET 1954
 NO0358_MARK LOGO: CGS
 NO0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0358+STABILITY: SURFACE MOTION
 NO0358
 NO0358  HISTORY     - Date     Condition        Report By
 NO0358  HISTORY     - 1954     MONUMENTED       NEDR
 NO0358  HISTORY     - 1954     GOOD             NEDR
 NO0358  HISTORY     - 19880901 MARK NOT FOUND   USGS
 NO0358
 NO0358                          STATION DESCRIPTION
 NO0358
 NO0358'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1954
 NO0358'5.3 MI N FROM MERRIMAN.
 NO0358'5.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0358'COUNTY, AT THE NEBRASKA-SOUTH DAKOTA STATE LINE, 2 FEET WEST
 NO0358'OF A GRANITE BOUNDARY MARKER, AND 30 FEET WEST OF THE CENTER
 NO0358'LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
 NO0358
 NO0358                          STATION RECOVERY (1988)
 NO0358
 NO0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0105 ***********************************************************************
 MK0105  DESIGNATION -  U 131
 MK0105  PID         -  MK0105
 MK0105  STATE/COUNTY-  NE/DODGE
 MK0105  COUNTRY     -  US
 MK0105  USGS QUAD   -  NICKERSON (2017)
 MK0105
 MK0105                         *CURRENT SURVEY CONTROL
 MK0105  ______________________________________________________________________
 MK0105* NAD 83(1986) POSITION- 41 32 03.     (N) 096 28 05.     (W)   SCALED
 MK0105* NAVD 88 ORTHO HEIGHT -   365.464 (meters)     1199.03  (feet) ADJUSTED
 MK0105  ______________________________________________________________________
 MK0105  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 MK0105  DYNAMIC HEIGHT  -        365.308 (meters)     1198.51  (feet) COMP
 MK0105  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 MK0105
 MK0105  VERT ORDER      -  SECOND    CLASS 0
 MK0105
 MK0105.The horizontal coordinates were scaled from a map and have
 MK0105.an estimated accuracy of +/- 6 seconds.
 MK0105
 MK0105.The orthometric height was determined by differential leveling and
 MK0105.adjusted by the NATIONAL GEODETIC SURVEY
 MK0105.in June 1991.
 MK0105
 MK0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0105.GEOID18 height accuracy estimate available here.
 MK0105
 MK0105.Click photographs - Photos may exist for this station.
 MK0105
 MK0105.The dynamic height is computed by dividing the NAVD 88
 MK0105.geopotential number by the normal gravity value computed on the
 MK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0105.degrees latitude (g = 980.6199 gals.).
 MK0105
 MK0105.The modeled gravity was interpolated from observed gravity values.
 MK0105
 MK0105;                    North         East    Units  Estimated Accuracy
 MK0105;SPC NE       -   194,850.      794,570.      MT  (+/- 180 meters Scaled)
 MK0105
 MK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM112011(NAD 83)
 MK0105
 MK0105                          SUPERSEDED SURVEY CONTROL
 MK0105
 MK0105  NGVD 29 (??/??/92)  365.325  (m)         1198.57   (f) ADJ UNCH    2 0
 MK0105
 MK0105.Superseded values are not recommended for survey control.
 MK0105
 MK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0105.See file dsdata.pdf to determine how the superseded data were derived.
 MK0105
 MK0105_MARKER: DB = BENCH MARK DISK
 MK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0105_STAMPING: U 131 1934
 MK0105_MARK LOGO: CGS
 MK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0105+STABILITY: SURFACE MOTION
 MK0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0105+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 MK0105
 MK0105  HISTORY     - Date     Condition        Report By
 MK0105  HISTORY     - 1934     MONUMENTED       CGS
 MK0105  HISTORY     - 1947     GOOD             CGS
 MK0105  HISTORY     - 19920714 MARK NOT FOUND   USACE
 MK0105
 MK0105                          STATION DESCRIPTION
 MK0105
 MK0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0105'AT NICKERSON.
 MK0105'AT NICKERSON, AT A POINT WHERE THE MAIN EAST-WEST STREET OF THE
 MK0105'TOWN CROSSES THE RAILROAD TRACK, ABOUT 300 FEET NORTHWEST OF THE
 MK0105'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 98.5 FEET NORTHWEST
 MK0105'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE OLD AND
 MK0105'ABANDONED CHICAGO AND NORTH WESTERN RAILWAY STATION, 71.0 FEET
 MK0105'WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE CHICAGO AND NORTH
 MK0105'WESTERN RAILWAY, 57.0 FEET SOUTH OF THE CENTER OF THE MAIN EAST-WEST
 MK0105'STREET OF THE TOWN, 14.5 FEET SOUTH OF A GUY WIRE BRACED POWER
 MK0105'LINE POLE, 10.4 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 MK0105'CONCRETE WALK, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A
 MK0105'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACKS AND PROJECTING
 MK0105'0.4 FOOT.
 MK0105
 MK0105                          STATION RECOVERY (1992)
 MK0105
 MK0105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1992 (ON)
 MK0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1101 ***********************************************************************
 MK1101  DESIGNATION -  U 132
 MK1101  PID         -  MK1101
 MK1101  STATE/COUNTY-  NE/DODGE
 MK1101  COUNTRY     -  US
 MK1101  USGS QUAD   -  SCRIBNER (2017)
 MK1101
 MK1101                         *CURRENT SURVEY CONTROL
 MK1101  ______________________________________________________________________
 MK1101* NAD 83(1986) POSITION- 41 41 06.     (N) 096 43 55.     (W)   SCALED
 MK1101* NAVD 88 ORTHO HEIGHT -   403.940 (meters)     1325.26  (feet) ADJUSTED
 MK1101  ______________________________________________________________________
 MK1101  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 MK1101  DYNAMIC HEIGHT  -        403.788 (meters)     1324.76  (feet) COMP
 MK1101  MODELED GRAVITY -    980,234.0   (mgal)                       NAVD 88
 MK1101
 MK1101  VERT ORDER      -  SECOND    CLASS 0
 MK1101
 MK1101.The horizontal coordinates were scaled from a map and have
 MK1101.an estimated accuracy of +/- 6 seconds.
 MK1101
 MK1101.The orthometric height was determined by differential leveling and
 MK1101.adjusted by the NATIONAL GEODETIC SURVEY
 MK1101.in June 1991.
 MK1101
 MK1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1101.GEOID18 height accuracy estimate available here.
 MK1101
 MK1101.Click photographs - Photos may exist for this station.
 MK1101
 MK1101.The dynamic height is computed by dividing the NAVD 88
 MK1101.geopotential number by the normal gravity value computed on the
 MK1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1101.degrees latitude (g = 980.6199 gals.).
 MK1101
 MK1101.The modeled gravity was interpolated from observed gravity values.
 MK1101
 MK1101;                    North         East    Units  Estimated Accuracy
 MK1101;SPC NE       -   210,720.      771,940.      MT  (+/- 180 meters Scaled)
 MK1101
 MK1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM887172(NAD 83)
 MK1101
 MK1101                          SUPERSEDED SURVEY CONTROL
 MK1101
 MK1101  NGVD 29 (??/??/92)  403.794  (m)         1324.78   (f) ADJ UNCH    2 0
 MK1101
 MK1101.Superseded values are not recommended for survey control.
 MK1101
 MK1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1101.See file dsdata.pdf to determine how the superseded data were derived.
 MK1101
 MK1101_MARKER: DB = BENCH MARK DISK
 MK1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1101_STAMPING: U 132 1935
 MK1101_MARK LOGO: CGS
 MK1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1101+STABILITY: SURFACE MOTION
 MK1101
 MK1101  HISTORY     - Date     Condition        Report By
 MK1101  HISTORY     - 1935     MONUMENTED       CGS
 MK1101  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1101
 MK1101                          STATION DESCRIPTION
 MK1101
 MK1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1101'3 MI E FROM SNYDER.
 MK1101'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1101'AND HUMPHREY, 350 FEET NORTH OF CATHOLIC CHURCH, 186 FEET EAST
 MK1101'OF THE CENTER LINE OF CROSSROAD, 26.0 FEET SOUTH OF THE SOUTH
 MK1101'RAIL, 2.5 FEET ABOVE THE LEVEL OF TRACK.  NOTE-- THIS LOCATION
 MK1101'IS NEW IN THE MIDDLE OF A CORN FIELD.  THE CHECKERS OF THE BM
 MK1101'ARE POOR.
 MK1101
 MK1101                          STATION RECOVERY (1965)
 MK1101
 MK1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1517 ***********************************************************************
 MK1517  DESIGNATION -  U 135
 MK1517  PID         -  MK1517
 MK1517  STATE/COUNTY-  NE/YORK
 MK1517  COUNTRY     -  US
 MK1517  USGS QUAD   -  STROMSBURG (2017)
 MK1517
 MK1517                         *CURRENT SURVEY CONTROL
 MK1517  ______________________________________________________________________
 MK1517* NAD 83(1986) POSITION- 41 02 37.     (N) 097 36 35.     (W)   SCALED
 MK1517* NAVD 88 ORTHO HEIGHT -   514.196 (meters)     1686.99  (feet) ADJUSTED
 MK1517  ______________________________________________________________________
 MK1517  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 MK1517  DYNAMIC HEIGHT  -        513.937 (meters)     1686.14  (feet) COMP
 MK1517  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 MK1517
 MK1517  VERT ORDER      -  SECOND    CLASS 0
 MK1517
 MK1517.The horizontal coordinates were scaled from a map and have
 MK1517.an estimated accuracy of +/- 6 seconds.
 MK1517
 MK1517.The orthometric height was determined by differential leveling and
 MK1517.adjusted by the NATIONAL GEODETIC SURVEY
 MK1517.in June 1991.
 MK1517
 MK1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1517.GEOID18 height accuracy estimate available here.
 MK1517
 MK1517.Click photographs - Photos may exist for this station.
 MK1517
 MK1517.The dynamic height is computed by dividing the NAVD 88
 MK1517.geopotential number by the normal gravity value computed on the
 MK1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1517.degrees latitude (g = 980.6199 gals.).
 MK1517
 MK1517.The modeled gravity was interpolated from observed gravity values.
 MK1517
 MK1517;                    North         East    Units  Estimated Accuracy
 MK1517;SPC NE       -   137,150.      700,890.      MT  (+/- 180 meters Scaled)
 MK1517
 MK1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL168445(NAD 83)
 MK1517
 MK1517                          SUPERSEDED SURVEY CONTROL
 MK1517
 MK1517  NGVD 29 (??/??/92)  513.993  (m)         1686.33   (f) ADJ UNCH    2 0
 MK1517
 MK1517.Superseded values are not recommended for survey control.
 MK1517
 MK1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1517.See file dsdata.pdf to determine how the superseded data were derived.
 MK1517
 MK1517_MARKER: DB = BENCH MARK DISK
 MK1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1517_STAMPING: U 135 1935
 MK1517_MARK LOGO: CGS
 MK1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1517+STABILITY: SURFACE MOTION
 MK1517
 MK1517  HISTORY     - Date     Condition        Report By
 MK1517  HISTORY     - 1935     MONUMENTED       CGS
 MK1517  HISTORY     - 1964     MARK NOT FOUND   USGS
 MK1517
 MK1517                          STATION DESCRIPTION
 MK1517
 MK1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1517'4.8 MI S FROM STROMBURG.
 MK1517'4.8 MILES SOUTH OF JUNCTION OF C. B. AND Q. RR. AND THE UNION
 MK1517'PACIFIC RAILROAD.  ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1517'RAILROAD BETWEEN YORK AND STROMBURG, 34.0 FEET EAST OF THE EAST
 MK1517'RAIL OF THE MAIN TRACK, 6.0 FEET EAST OF MILE POST NO. 147,
 MK1517'4.0 FEET WEST OF FENCE.
 MK1517
 MK1517                          STATION RECOVERY (1964)
 MK1517
 MK1517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0137 ***********************************************************************
 ML0137  DESIGNATION -  U 138
 ML0137  PID         -  ML0137
 ML0137  STATE/COUNTY-  NE/MERRICK
 ML0137  COUNTRY     -  US
 ML0137  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0137
 ML0137                         *CURRENT SURVEY CONTROL
 ML0137  ______________________________________________________________________
 ML0137* NAD 83(1986) POSITION- 41 04 40.     (N) 098 03 58.     (W)   SCALED
 ML0137* NAVD 88 ORTHO HEIGHT -   525.781 (meters)     1725.00  (feet) ADJUSTED
 ML0137  ______________________________________________________________________
 ML0137  GEOID HEIGHT    -        -25.268 (meters)                     GEOID18
 ML0137  DYNAMIC HEIGHT  -        525.516 (meters)     1724.13  (feet) COMP
 ML0137  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 ML0137
 ML0137  VERT ORDER      -  SECOND    CLASS 0
 ML0137
 ML0137.The horizontal coordinates were scaled from a map and have
 ML0137.an estimated accuracy of +/- 6 seconds.
 ML0137
 ML0137.The orthometric height was determined by differential leveling and
 ML0137.adjusted by the NATIONAL GEODETIC SURVEY
 ML0137.in June 1991.
 ML0137
 ML0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0137.GEOID18 height accuracy estimate available here.
 ML0137
 ML0137.Click photographs - Photos may exist for this station.
 ML0137
 ML0137.The dynamic height is computed by dividing the NAVD 88
 ML0137.geopotential number by the normal gravity value computed on the
 ML0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0137.degrees latitude (g = 980.6199 gals.).
 ML0137
 ML0137.The modeled gravity was interpolated from observed gravity values.
 ML0137
 ML0137;                    North         East    Units  Estimated Accuracy
 ML0137;SPC NE       -   139,980.      662,450.      MT  (+/- 180 meters Scaled)
 ML0137
 ML0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL784478(NAD 83)
 ML0137
 ML0137                          SUPERSEDED SURVEY CONTROL
 ML0137
 ML0137  NGVD 29 (??/??/92)  525.560  (m)         1724.27   (f) ADJ UNCH    2 0
 ML0137
 ML0137.Superseded values are not recommended for survey control.
 ML0137
 ML0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0137.See file dsdata.pdf to determine how the superseded data were derived.
 ML0137
 ML0137_MARKER: DB = BENCH MARK DISK
 ML0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0137_STAMPING: U 138 1935
 ML0137_MARK LOGO: CGS
 ML0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0137+STABILITY: SURFACE MOTION
 ML0137
 ML0137  HISTORY     - Date     Condition        Report By
 ML0137  HISTORY     - 1935     MONUMENTED       CGS
 ML0137  HISTORY     - 1950     GOOD             CGS
 ML0137  HISTORY     - 1950     GOOD             CGS
 ML0137  HISTORY     - 1986     GOOD             USPSQD
 ML0137
 ML0137                          STATION DESCRIPTION
 ML0137
 ML0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0137'4.2 MI SW FROM CENTRAL CITY.
 ML0137'4.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0137'STATION AT CENTRAL CITY, 53 FEET NORTHWEST OF THE CENTER LINE
 ML0137'OF U.S. HIGHWAY 30, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 ML0137'OF THE SOUTHEAST TRACK, 10.3 FEET SOUTHWEST OF MILEPOST 129,
 ML0137'IN LINE WITH A ROW OF TELEPHONE POLES, 7.7 FEET NORTHWEST OF A
 ML0137'FENCE, 2.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 ML0137'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0137
 ML0137                          STATION RECOVERY (1950)
 ML0137
 ML0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0137'RECOVERED IN GOOD CONDITION.
 ML0137
 ML0137                          STATION RECOVERY (1986)
 ML0137
 ML0137'RECOVERY NOTE BY US POWER SQUADRON 1986 (DR)
 ML0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0647 ***********************************************************************
 LG0647  DESIGNATION -  U 14 RESET
 LG0647  PID         -  LG0647
 LG0647  STATE/COUNTY-  NE/FILLMORE
 LG0647  COUNTRY     -  US
 LG0647  USGS QUAD   -  GRAFTON (2017)
 LG0647
 LG0647                         *CURRENT SURVEY CONTROL
 LG0647  ______________________________________________________________________
 LG0647* NAD 83(1986) POSITION- 40 37 51.00   (N) 097 41 26.23   (W)   HD_HELD1
 LG0647* NAVD 88 ORTHO HEIGHT -   512.554 (meters)     1681.60  (feet) ADJUSTED
 LG0647  ______________________________________________________________________
 LG0647  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 LG0647  DYNAMIC HEIGHT  -        512.274 (meters)     1680.69  (feet) COMP
 LG0647  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LG0647
 LG0647  VERT ORDER      -  FIRST     CLASS II
 LG0647
 LG0647.The horizontal coordinates were determined by differentially corrected
 LG0647.hand held GPS observations or other comparable positioning techniques
 LG0647.and have an estimated accuracy of +/- 3 meters.
 LG0647
 LG0647.The orthometric height was determined by differential leveling and
 LG0647.adjusted by the NATIONAL GEODETIC SURVEY
 LG0647.in May 1993.
 LG0647
 LG0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0647.GEOID18 height accuracy estimate available here.
 LG0647
 LG0647.Click photographs - Photos may exist for this station.
 LG0647
 LG0647.The dynamic height is computed by dividing the NAVD 88
 LG0647.geopotential number by the normal gravity value computed on the
 LG0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0647.degrees latitude (g = 980.6199 gals.).
 LG0647
 LG0647.The modeled gravity was interpolated from observed gravity values.
 LG0647
 LG0647;                    North         East    Units  Estimated Accuracy
 LG0647;SPC NE       -    91,154.4     695,312.9     MT  (+/- 3 meters HH1 GPS) 
 LG0647
 LG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1073498601(NAD 83)
 LG0647
 LG0647                          SUPERSEDED SURVEY CONTROL
 LG0647
 LG0647.No superseded survey control is available for this station.
 LG0647
 LG0647_MARKER: DB = BENCH MARK DISK
 LG0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0647_STAMPING: U 14 RESET 1970
 LG0647_MARK LOGO: CGS
 LG0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0647+STABILITY: SURFACE MOTION
 LG0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0647+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0647
 LG0647  HISTORY     - Date     Condition        Report By
 LG0647  HISTORY     - 1970     MONUMENTED       NGS
 LG0647  HISTORY     - 19911007 GOOD             NGS
 LG0647
 LG0647                          STATION DESCRIPTION
 LG0647
 LG0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LG0647'1.3 MI E FROM GRAFTON.
 LG0647'ABOUT 1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 LG0647'RAILROAD FROM THE STATION AT GRAFTON, 0.5 MILE WEST OF MILEPOST
 LG0647'118, IN THE NORTHEAST ANGLE OF A CROSSROAD, 136 FEET EAST OF
 LG0647'THE CENTER OF A GRAVELED ROAD, 89.5 FEET NORTH OF THE CENTER
 LG0647'OF U.S. HIGHWAY 6, 48.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 LG0647'RAILROAD TRACKS, 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 LG0647'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0647
 LG0647                          STATION RECOVERY (1991)
 LG0647
 LG0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0647'8.1 KM (5.05 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0647'U.S. HIGHWAY 81 IN FAIRMONT, 40.2 M (131.9 FT) EAST OF THE CENTER OF
 LG0647'A PAVED ROAD, 27.3 M (89.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.7
 LG0647'M (84.3 FT) NORTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 14.9 M
 LG0647'(48.9 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LG0647'0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 LG0647'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1082 ***********************************************************************
 MK1082  DESIGNATION -  U 140
 MK1082  PID         -  MK1082
 MK1082  STATE/COUNTY-  NE/CUMING
 MK1082  COUNTRY     -  US
 MK1082  USGS QUAD   -  BEEMER (2017)
 MK1082
 MK1082                         *CURRENT SURVEY CONTROL
 MK1082  ______________________________________________________________________
 MK1082* NAD 83(1986) POSITION- 41 55 40.     (N) 096 48 43.     (W)   SCALED
 MK1082* NAVD 88 ORTHO HEIGHT -   408.584 (meters)     1340.50  (feet) ADJUSTED
 MK1082  ______________________________________________________________________
 MK1082  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 MK1082  DYNAMIC HEIGHT  -        408.430 (meters)     1339.99  (feet) COMP
 MK1082  MODELED GRAVITY -    980,233.8   (mgal)                       NAVD 88
 MK1082
 MK1082  VERT ORDER      -  SECOND    CLASS 0
 MK1082
 MK1082.The horizontal coordinates were scaled from a map and have
 MK1082.an estimated accuracy of +/- 6 seconds.
 MK1082
 MK1082.The orthometric height was determined by differential leveling and
 MK1082.adjusted by the NATIONAL GEODETIC SURVEY
 MK1082.in June 1991.
 MK1082
 MK1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1082.GEOID18 height accuracy estimate available here.
 MK1082
 MK1082.Click photographs - Photos may exist for this station.
 MK1082
 MK1082.The dynamic height is computed by dividing the NAVD 88
 MK1082.geopotential number by the normal gravity value computed on the
 MK1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1082.degrees latitude (g = 980.6199 gals.).
 MK1082
 MK1082.The modeled gravity was interpolated from observed gravity values.
 MK1082
 MK1082;                    North         East    Units  Estimated Accuracy
 MK1082;SPC NE       -   237,410.      764,290.      MT  (+/- 180 meters Scaled)
 MK1082
 MK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM814440(NAD 83)
 MK1082
 MK1082                          SUPERSEDED SURVEY CONTROL
 MK1082
 MK1082  NGVD 29 (??/??/92)  408.430  (m)         1339.99   (f) ADJ UNCH    2 0
 MK1082
 MK1082.Superseded values are not recommended for survey control.
 MK1082
 MK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1082.See file dsdata.pdf to determine how the superseded data were derived.
 MK1082
 MK1082_MARKER: DB = BENCH MARK DISK
 MK1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1082_STAMPING: U 140 1935
 MK1082_MARK LOGO: CGS
 MK1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1082+STABILITY: SURFACE MOTION
 MK1082
 MK1082  HISTORY     - Date     Condition        Report By
 MK1082  HISTORY     - 1935     MONUMENTED       CGS
 MK1082  HISTORY     - 1951     MARK NOT FOUND   CGS
 MK1082
 MK1082                          STATION DESCRIPTION
 MK1082
 MK1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MK1082'AT BEEMER.
 MK1082'AT BEEMER, CUMING COUNTY ABOUT 77 FEET NORTH OF THE NORTH CORNER
 MK1082'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 79.5 FEET
 MK1082'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 11 FEET
 MK1082'NORTH OF THE WEST CORNER OF A LOADING PLATFORM, AND 1.5 FEET
 MK1082'NORTHWEST OF THE NORTHEAST END OF THE PLATFORM.  A STANDARD
 MK1082'DISK, STAMPED U 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MK1082'NOTE-- LOCAL KNOWLEDGE AND PACING INDICATE THE MARK WAS DESTROYED
 MK1082'OR IS NOW INACCESSABLE UNDER A GRAIN ELEVATOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0093 ***********************************************************************
 LH0093  DESIGNATION -  U 15
 LH0093  PID         -  LH0093
 LH0093  STATE/COUNTY-  NE/ADAMS
 LH0093  COUNTRY     -  US
 LH0093  USGS QUAD   -  HASTINGS WEST (2017)
 LH0093
 LH0093                         *CURRENT SURVEY CONTROL
 LH0093  ______________________________________________________________________
 LH0093* NAD 83(1986) POSITION- 40 35 02.5    (N) 098 23 15.5    (W)   HD_HELD2
 LH0093* NAVD 88 ORTHO HEIGHT -   588.859 (meters)     1931.95  (feet) ADJUSTED
 LH0093  ______________________________________________________________________
 LH0093  GEOID HEIGHT    -        -25.310 (meters)                     GEOID18
 LH0093  DYNAMIC HEIGHT  -        588.530 (meters)     1930.87  (feet) COMP
 LH0093  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 LH0093
 LH0093  VERT ORDER      -  FIRST     CLASS II
 LH0093
 LH0093.The horizontal coordinates were established by autonomous hand held GPS
 LH0093.observations and have an estimated accuracy of +/- 10 meters.
 LH0093
 LH0093.The orthometric height was determined by differential leveling and
 LH0093.adjusted by the NATIONAL GEODETIC SURVEY
 LH0093.in June 1991.
 LH0093
 LH0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0093.GEOID18 height accuracy estimate available here.
 LH0093
 LH0093.Click photographs - Photos may exist for this station.
 LH0093
 LH0093.The dynamic height is computed by dividing the NAVD 88
 LH0093.geopotential number by the normal gravity value computed on the
 LH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0093.degrees latitude (g = 980.6199 gals.).
 LH0093
 LH0093.The modeled gravity was interpolated from observed gravity values.
 LH0093
 LH0093;                    North         East    Units  Estimated Accuracy
 LH0093;SPC NE       -    84,622.      636,469.      MT  (+/- 10 meters HH2 GPS)
 LH0093
 LH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5182392762(NAD 83)
 LH0093
 LH0093                          SUPERSEDED SURVEY CONTROL
 LH0093
 LH0093  NGVD 29 (??/??/92)  588.629  (m)         1931.19   (f) ADJ UNCH    1 2
 LH0093
 LH0093.Superseded values are not recommended for survey control.
 LH0093
 LH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0093.See file dsdata.pdf to determine how the superseded data were derived.
 LH0093
 LH0093_MARKER: DB = BENCH MARK DISK
 LH0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0093_SP_SET: BUILDING
 LH0093_STAMPING: U 15 1933 1931.272
 LH0093_MARK LOGO: CGS
 LH0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0093+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 LH0093
 LH0093  HISTORY     - Date     Condition        Report By
 LH0093  HISTORY     - 1933     MONUMENTED       CGS
 LH0093  HISTORY     - 1934     GOOD             CGS
 LH0093  HISTORY     - 19911004 GOOD             NGS
 LH0093  HISTORY     - 20150811 GOOD             GEOCAC
 LH0093
 LH0093                          STATION DESCRIPTION
 LH0093
 LH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0093'AT HASTINGS.
 LH0093'AT HASTINGS, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0093'RAILROAD, IN THE SOUTH WALL OF THE STATION, BETWEEN THE WINDOWS
 LH0093'OF THE AGENTS OFFICE, AND 3 FEET ABOVE THE WALK.  A STANDARD
 LH0093'DISK, STAMPED 1931.272 U 15 1933 AND SET VERTICALLY.
 LH0093
 LH0093                          STATION RECOVERY (1991)
 LH0093
 LH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0093'IN HASTINGS, SET VERTICALLY IN THE SOUTH FACE OF THE AMTRACK STATION
 LH0093'AT 501 WEST 1ST STREET, BETWEEN 2 WINDOWS AND NEAR THE CENTER OF THE
 LH0093'SOUTH WING OF THE BUILDING, 24.2 M (79.4 FT) NORTH OF THE NEAR RAIL
 LH0093'OF THE BURLINGTON NORTHERN RAILROAD, 2.4 M (7.9 FT) WEST OF THE
 LH0093'SOUTHEAST CORNER OF THE BUILDING, 2.4 M (7.9 FT) EAST OF THE
 LH0093'SOUTHWEST CORNER OF THE BUILDING, AND 1.1 M (3.6 FT) ABOVE THE GROUND
 LH0093'SURFACE.
 LH0093
 LH0093                          STATION RECOVERY (2015)
 LH0093
 LH0093'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH0093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0202 ***********************************************************************
 LJ0202  DESIGNATION -  U 158
 LJ0202  PID         -  LJ0202
 LJ0202  STATE/COUNTY-  NE/CHASE
 LJ0202  COUNTRY     -  US
 LJ0202  USGS QUAD   -  WAUNETA WEST (2017)
 LJ0202
 LJ0202                         *CURRENT SURVEY CONTROL
 LJ0202  ______________________________________________________________________
 LJ0202* NAD 83(1986) POSITION- 40 25 24.     (N) 101 27 03.     (W)   SCALED
 LJ0202* NAVD 88 ORTHO HEIGHT -   916.793 (meters)     3007.85  (feet) ADJUSTED
 LJ0202  ______________________________________________________________________
 LJ0202  GEOID HEIGHT    -        -22.577 (meters)                     GEOID18
 LJ0202  DYNAMIC HEIGHT  -        916.171 (meters)     3005.80  (feet) COMP
 LJ0202  MODELED GRAVITY -    979,916.0   (mgal)                       NAVD 88
 LJ0202
 LJ0202  VERT ORDER      -  SECOND    CLASS 0
 LJ0202
 LJ0202.The horizontal coordinates were scaled from a map and have
 LJ0202.an estimated accuracy of +/- 6 seconds.
 LJ0202
 LJ0202.The orthometric height was determined by differential leveling and
 LJ0202.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0202.in June 1991.
 LJ0202
 LJ0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0202.GEOID18 height accuracy estimate available here.
 LJ0202
 LJ0202.Click photographs - Photos may exist for this station.
 LJ0202
 LJ0202.The dynamic height is computed by dividing the NAVD 88
 LJ0202.geopotential number by the normal gravity value computed on the
 LJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0202.degrees latitude (g = 980.6199 gals.).
 LJ0202
 LJ0202.The modeled gravity was interpolated from observed gravity values.
 LJ0202
 LJ0202;                    North         East    Units  Estimated Accuracy
 LJ0202;SPC NE       -    66,540.      376,900.      MT  (+/- 180 meters Scaled)
 LJ0202
 LJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK920776(NAD 83)
 LJ0202
 LJ0202                          SUPERSEDED SURVEY CONTROL
 LJ0202
 LJ0202  NGVD 29 (??/??/92)  916.426  (m)         3006.64   (f) ADJ UNCH    2 0
 LJ0202
 LJ0202.Superseded values are not recommended for survey control.
 LJ0202
 LJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0202.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0202
 LJ0202_MARKER: DB = BENCH MARK DISK
 LJ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0202_STAMPING: U 158 1934
 LJ0202_MARK LOGO: CGS
 LJ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0202+STABILITY: SURFACE MOTION
 LJ0202
 LJ0202  HISTORY     - Date     Condition        Report By
 LJ0202  HISTORY     - 1934     MONUMENTED       CGS
 LJ0202  HISTORY     - 1941     GOOD             CGS
 LJ0202
 LJ0202                          STATION DESCRIPTION
 LJ0202
 LJ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0202'4.4 MI W FROM WAUNETA.
 LJ0202'4.4 MILES WEST OF RAILROAD STATION AT WAUNETA ON CHICAGO, BURLINGTON
 LJ0202'AND QUINCY RAILROAD AT A CROSSING.  42 FEET SOUTH OF TRACK, AND
 LJ0202'2 FEET NORTH OF PROPERTY LINE CORNER, AND 14 RAILS WEST OF BRIDGE
 LJ0202'36.8.
 LJ0202
 LJ0202                          STATION RECOVERY (1941)
 LJ0202
 LJ0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0108 ***********************************************************************
 LJ0108  DESIGNATION -  U 159
 LJ0108  PID         -  LJ0108
 LJ0108  STATE/COUNTY-  NE/HAYES
 LJ0108  COUNTRY     -  US
 LJ0108  USGS QUAD   -  BURGER CANYON WEST (2017)
 LJ0108
 LJ0108                         *CURRENT SURVEY CONTROL
 LJ0108  ______________________________________________________________________
 LJ0108* NAD 83(1986) POSITION- 40 25 39.     (N) 100 54 35.     (W)   SCALED
 LJ0108* NAVD 88 ORTHO HEIGHT -   888.043 (meters)     2913.52  (feet) ADJUSTED
 LJ0108  ______________________________________________________________________
 LJ0108  GEOID HEIGHT    -        -23.240 (meters)                     GEOID18
 LJ0108  DYNAMIC HEIGHT  -        887.448 (meters)     2911.57  (feet) COMP
 LJ0108  MODELED GRAVITY -    979,925.3   (mgal)                       NAVD 88
 LJ0108
 LJ0108  VERT ORDER      -  SECOND    CLASS 0
 LJ0108
 LJ0108.The horizontal coordinates were scaled from a map and have
 LJ0108.an estimated accuracy of +/- 6 seconds.
 LJ0108
 LJ0108.The orthometric height was determined by differential leveling and
 LJ0108.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0108.in June 1991.
 LJ0108
 LJ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0108.GEOID18 height accuracy estimate available here.
 LJ0108
 LJ0108.Click photographs - Photos may exist for this station.
 LJ0108
 LJ0108.The dynamic height is computed by dividing the NAVD 88
 LJ0108.geopotential number by the normal gravity value computed on the
 LJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0108.degrees latitude (g = 980.6199 gals.).
 LJ0108
 LJ0108.The modeled gravity was interpolated from observed gravity values.
 LJ0108
 LJ0108;                    North         East    Units  Estimated Accuracy
 LJ0108;SPC NE       -    66,380.      422,820.      MT  (+/- 180 meters Scaled)
 LJ0108
 LJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK380769(NAD 83)
 LJ0108
 LJ0108                          SUPERSEDED SURVEY CONTROL
 LJ0108
 LJ0108  NGVD 29 (??/??/92)  887.692  (m)         2912.37   (f) ADJ UNCH    2 0
 LJ0108
 LJ0108.Superseded values are not recommended for survey control.
 LJ0108
 LJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0108.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0108
 LJ0108_MARKER: DB = BENCH MARK DISK
 LJ0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0108_SP_SET: BRIDGE
 LJ0108_STAMPING: U 159 1934
 LJ0108_MARK LOGO: CGS
 LJ0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0108
 LJ0108  HISTORY     - Date     Condition        Report By
 LJ0108  HISTORY     - 1934     MONUMENTED       CGS
 LJ0108  HISTORY     - 1967     MARK NOT FOUND   CGS
 LJ0108
 LJ0108                          STATION DESCRIPTION
 LJ0108
 LJ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0108'9.9 MI S FROM HAYES CENTER.
 LJ0108'9.9 MILES SOUTH OF L.O.O.F. BLDG. HAYES CENTER.  ON HIGHWAY 17.
 LJ0108'LOCATED IN WEST END OF HIGHWAY CONCRETE BRIDGE.  1 FOOT FROM
 LJ0108'END OF NORTHWEST WING.  IN TOP OF CONCRETE.
 LJ0108
 LJ0108                          STATION RECOVERY (1967)
 LJ0108
 LJ0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LJ0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0661 ***********************************************************************
 ML0661  DESIGNATION -  U 16
 ML0661  PID         -  ML0661
 ML0661  STATE/COUNTY-  NE/CUSTER
 ML0661  COUNTRY     -  US
 ML0661  USGS QUAD   -  ANSLEY (2017)
 ML0661
 ML0661                         *CURRENT SURVEY CONTROL
 ML0661  ______________________________________________________________________
 ML0661* NAD 83(1986) POSITION- 41 17 17.     (N) 099 22 54.     (W)   SCALED
 ML0661* NAVD 88 ORTHO HEIGHT -   703.244 (meters)     2307.23  (feet) ADJUSTED
 ML0661  ______________________________________________________________________
 ML0661  GEOID HEIGHT    -        -23.327 (meters)                     GEOID18
 ML0661  DYNAMIC HEIGHT  -        702.871 (meters)     2306.00  (feet) COMP
 ML0661  MODELED GRAVITY -    980,070.0   (mgal)                       NAVD 88
 ML0661
 ML0661  VERT ORDER      -  FIRST     CLASS II
 ML0661
 ML0661.The horizontal coordinates were scaled from a map and have
 ML0661.an estimated accuracy of +/- 6 seconds.
 ML0661
 ML0661.The orthometric height was determined by differential leveling and
 ML0661.adjusted by the NATIONAL GEODETIC SURVEY
 ML0661.in June 1991.
 ML0661
 ML0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0661.GEOID18 height accuracy estimate available here.
 ML0661
 ML0661.Click photographs - Photos may exist for this station.
 ML0661
 ML0661.The dynamic height is computed by dividing the NAVD 88
 ML0661.geopotential number by the normal gravity value computed on the
 ML0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0661.degrees latitude (g = 980.6199 gals.).
 ML0661
 ML0661.The modeled gravity was interpolated from observed gravity values.
 ML0661
 ML0661;                    North         East    Units  Estimated Accuracy
 ML0661;SPC NE       -   161,700.      551,780.      MT  (+/- 180 meters Scaled)
 ML0661
 ML0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML680708(NAD 83)
 ML0661
 ML0661                          SUPERSEDED SURVEY CONTROL
 ML0661
 ML0661  NGVD 29 (??/??/92)  702.999  (m)         2306.42   (f) ADJ UNCH    1 2
 ML0661
 ML0661.Superseded values are not recommended for survey control.
 ML0661
 ML0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0661.See file dsdata.pdf to determine how the superseded data were derived.
 ML0661
 ML0661_MARKER: DB = BENCH MARK DISK
 ML0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0661_SP_SET: WALL
 ML0661_STAMPING: U 16 1933
 ML0661_MARK LOGO: CGS
 ML0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0661+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 ML0661
 ML0661  HISTORY     - Date     Condition        Report By
 ML0661  HISTORY     - 1933     MONUMENTED       CGS
 ML0661  HISTORY     - 1968     GOOD             CGS
 ML0661  HISTORY     - 20100407 GOOD             NEGS
 ML0661
 ML0661                          STATION DESCRIPTION
 ML0661
 ML0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0661'AT ANSLEY.
 ML0661'AT ANSLEY, CUSTER COUNTY, AT THE SECURITY STATE BANK, IN THE WEST
 ML0661'BRICK WALL, 18-1/2 FEET NORTH OF THE SOUTHWEST CORNER, 1 FOOT
 ML0661'NORTH OF A WINDOW, AND 3 FEET ABOVE GROUND.  A STANDARD DISK,
 ML0661'STAMPED 2306.423 U 16 1933 AND SET VERTICALLY.
 ML0661
 ML0661                          STATION RECOVERY (2010)
 ML0661
 ML0661'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0159 ***********************************************************************
 LJ0159  DESIGNATION -  U 161
 LJ0159  PID         -  LJ0159
 LJ0159  STATE/COUNTY-  NE/PERKINS
 LJ0159  COUNTRY     -  US
 LJ0159  USGS QUAD   -  ELSIE (2017)
 LJ0159
 LJ0159                         *CURRENT SURVEY CONTROL
 LJ0159  ______________________________________________________________________
 LJ0159* NAD 83(1986) POSITION- 40 50 45.     (N) 101 23 20.     (W)   SCALED
 LJ0159* NAVD 88 ORTHO HEIGHT -  1032.490 (meters)     3387.43  (feet) ADJUSTED
 LJ0159  ______________________________________________________________________
 LJ0159  GEOID HEIGHT    -        -21.928 (meters)                     GEOID18
 LJ0159  DYNAMIC HEIGHT  -       1031.808 (meters)     3385.19  (feet) COMP
 LJ0159  MODELED GRAVITY -    979,928.1   (mgal)                       NAVD 88
 LJ0159
 LJ0159  VERT ORDER      -  SECOND    CLASS 0
 LJ0159
 LJ0159.The horizontal coordinates were scaled from a map and have
 LJ0159.an estimated accuracy of +/- 6 seconds.
 LJ0159
 LJ0159.The orthometric height was determined by differential leveling and
 LJ0159.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0159.in June 1991.
 LJ0159
 LJ0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0159.GEOID18 height accuracy estimate available here.
 LJ0159
 LJ0159.Click photographs - Photos may exist for this station.
 LJ0159
 LJ0159.The dynamic height is computed by dividing the NAVD 88
 LJ0159.geopotential number by the normal gravity value computed on the
 LJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0159.degrees latitude (g = 980.6199 gals.).
 LJ0159
 LJ0159.The modeled gravity was interpolated from observed gravity values.
 LJ0159
 LJ0159;                    North         East    Units  Estimated Accuracy
 LJ0159;SPC NE       -   113,360.      382,910.      MT  (+/- 180 meters Scaled)
 LJ0159
 LJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL986243(NAD 83)
 LJ0159
 LJ0159                          SUPERSEDED SURVEY CONTROL
 LJ0159
 LJ0159  NGVD 29 (??/??/92) 1032.077  (m)         3386.07   (f) ADJ UNCH    2 0
 LJ0159
 LJ0159.Superseded values are not recommended for survey control.
 LJ0159
 LJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0159.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0159
 LJ0159_MARKER: DB = BENCH MARK DISK
 LJ0159_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LJ0159+WITH SETTING: PAVEMENT
 LJ0159_SP_SET: WATER TANK BASE
 LJ0159_STAMPING: U 161 1934
 LJ0159_MARK LOGO: CGS
 LJ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0159+STABILITY: SURFACE MOTION
 LJ0159
 LJ0159  HISTORY     - Date     Condition        Report By
 LJ0159  HISTORY     - 1934     MONUMENTED       CGS
 LJ0159  HISTORY     - 1941     GOOD             CGS
 LJ0159
 LJ0159                          STATION DESCRIPTION
 LJ0159
 LJ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0159'AT ELSIE.
 LJ0159'AT ELSIE, PERKINS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0159'RAILROAD, 6 RAILS WEST OF THE STATION, AT THE WATER TANK, IN THE
 LJ0159'CENTER OF THE TOP OF THE MOST NORTHERLY CONCRETE BASE, AND 10
 LJ0159'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LJ0159'STAMPED U 161 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0628 ***********************************************************************
 LG0628  DESIGNATION -  U 163
 LG0628  PID         -  LG0628
 LG0628  STATE/COUNTY-  NE/NUCKOLLS
 LG0628  COUNTRY     -  US
 LG0628  USGS QUAD   -  HARDY (2017)
 LG0628
 LG0628                         *CURRENT SURVEY CONTROL
 LG0628  ______________________________________________________________________
 LG0628* NAD 83(1986) POSITION- 40 01 01.49   (N) 097 58 57.26   (W)   HD_HELD1
 LG0628* NAVD 88 ORTHO HEIGHT -   476.515 (meters)     1563.37  (feet) ADJUSTED
 LG0628  ______________________________________________________________________
 LG0628  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 LG0628  DYNAMIC HEIGHT  -        476.237 (meters)     1562.45  (feet) COMP
 LG0628  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 LG0628
 LG0628  VERT ORDER      -  SECOND    CLASS 0
 LG0628
 LG0628.The horizontal coordinates were determined by differentially corrected
 LG0628.hand held GPS observations or other comparable positioning techniques
 LG0628.and have an estimated accuracy of +/- 3 meters.
 LG0628
 LG0628.The orthometric height was determined by differential leveling and
 LG0628.adjusted by the NATIONAL GEODETIC SURVEY
 LG0628.in June 1991.
 LG0628
 LG0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0628.GEOID18 height accuracy estimate available here.
 LG0628
 LG0628.Click photographs - Photos may exist for this station.
 LG0628
 LG0628.The dynamic height is computed by dividing the NAVD 88
 LG0628.geopotential number by the normal gravity value computed on the
 LG0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0628.degrees latitude (g = 980.6199 gals.).
 LG0628
 LG0628.The modeled gravity was interpolated from observed gravity values.
 LG0628
 LG0628;                    North         East    Units  Estimated Accuracy
 LG0628;SPC NE       -    22,412.1     672,216.1     MT  (+/- 3 meters HH1 GPS) 
 LG0628
 LG0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8682630148(NAD 83)
 LG0628
 LG0628                          SUPERSEDED SURVEY CONTROL
 LG0628
 LG0628  NGVD 29 (??/??/92)  476.342  (m)         1562.80   (f) ADJ UNCH    2 0
 LG0628
 LG0628.Superseded values are not recommended for survey control.
 LG0628
 LG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0628.See file dsdata.pdf to determine how the superseded data were derived.
 LG0628
 LG0628_MARKER: DB = BENCH MARK DISK
 LG0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0628_SP_SET: PIER
 LG0628_STAMPING: U 163 1934
 LG0628_MARK LOGO: CGS
 LG0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0628
 LG0628  HISTORY     - Date     Condition        Report By
 LG0628  HISTORY     - 1934     MONUMENTED       CGS
 LG0628
 LG0628                          STATION DESCRIPTION
 LG0628
 LG0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0628'3 MI W FROM HARDY.
 LG0628'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY FROM THE
 LG0628'STATION AT HARDY, NUCKOLLS COUNTY, AT THE SOUTHEAST CORNER OF
 LG0628'CONCRETE BRIDGE NO. 165.76, AND IN THE TOP OF A CONCRETE PIER.  A
 LG0628'STANDARD DISK, STAMPED U 163 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0687 ***********************************************************************
 LH0687  DESIGNATION -  U 164
 LH0687  PID         -  LH0687
 LH0687  STATE/COUNTY-  NE/KEARNEY
 LH0687  COUNTRY     -  US
 LH0687  USGS QUAD   -  AXTELL EAST (2017)
 LH0687
 LH0687                         *CURRENT SURVEY CONTROL
 LH0687  ______________________________________________________________________
 LH0687* NAD 83(1986) POSITION- 40 28 41.44   (N) 099 07 23.64   (W)   HD_HELD1
 LH0687* NAVD 88 ORTHO HEIGHT -   676.942 (meters)     2220.93  (feet) ADJUSTED
 LH0687  ______________________________________________________________________
 LH0687  GEOID HEIGHT    -        -25.042 (meters)                     GEOID18
 LH0687  DYNAMIC HEIGHT  -        676.530 (meters)     2219.58  (feet) COMP
 LH0687  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 LH0687
 LH0687  VERT ORDER      -  SECOND    CLASS 0
 LH0687
 LH0687.The horizontal coordinates were determined by differentially corrected
 LH0687.hand held GPS observations or other comparable positioning techniques
 LH0687.and have an estimated accuracy of +/- 3 meters.
 LH0687
 LH0687.The orthometric height was determined by differential leveling and
 LH0687.adjusted by the NATIONAL GEODETIC SURVEY
 LH0687.in June 1991.
 LH0687
 LH0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0687.GEOID18 height accuracy estimate available here.
 LH0687
 LH0687.Click photographs - Photos may exist for this station.
 LH0687
 LH0687.The dynamic height is computed by dividing the NAVD 88
 LH0687.geopotential number by the normal gravity value computed on the
 LH0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0687.degrees latitude (g = 980.6199 gals.).
 LH0687
 LH0687.The modeled gravity was interpolated from observed gravity values.
 LH0687
 LH0687;                    North         East    Units  Estimated Accuracy
 LH0687;SPC NE       -    71,974.5     574,330.8     MT  (+/- 3 meters HH1 GPS) 
 LH0687
 LH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8955480839(NAD 83)
 LH0687
 LH0687                          SUPERSEDED SURVEY CONTROL
 LH0687
 LH0687  NGVD 29 (??/??/92)  676.668  (m)         2220.03   (f) ADJ UNCH    2 0
 LH0687
 LH0687.Superseded values are not recommended for survey control.
 LH0687
 LH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0687.See file dsdata.pdf to determine how the superseded data were derived.
 LH0687
 LH0687_MARKER: DB = BENCH MARK DISK
 LH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0687_STAMPING: U 164 1934
 LH0687_MARK LOGO: CGS
 LH0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0687+STABILITY: SURFACE MOTION
 LH0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0687+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 LH0687
 LH0687  HISTORY     - Date     Condition        Report By
 LH0687  HISTORY     - 1934     MONUMENTED       CGS
 LH0687  HISTORY     - 1973     GOOD             LOCENG
 LH0687  HISTORY     - 20100628 GOOD             JEOCON
 LH0687  HISTORY     - 20190320 GOOD             NEDR
 LH0687
 LH0687                          STATION DESCRIPTION
 LH0687
 LH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0687'AT AXTELL.
 LH0687'AT AXTELL, KEARNEY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0687'RAILROAD, ONE BLOCK EAST OF THE STATION, 2 RAILS WEST OF A ROAD
 LH0687'CROSSING, IN LINE WITH A ROW OF TELEPHONE POLES, AND 2 FEET
 LH0687'NORTH OF THE SOUTH PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0687'U 164 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- E-N-E
 LH0687'63 FT. BASE OF SAFETY SIGNAL.  N-N-E 70 FT. BASE OF SAFETY
 LH0687'SIGNAL.  S 8 FT. RR SWITCH BOX.
 LH0687
 LH0687                          STATION RECOVERY (1973)
 LH0687
 LH0687'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LH0687'RECOVERED IN GOOD CONDITION.
 LH0687
 LH0687                          STATION RECOVERY (2010)
 LH0687
 LH0687'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (HH)
 LH0687'RECOVERED IN GOOD CONDITION.
 LH0687
 LH0687                          STATION RECOVERY (2019)
 LH0687
 LH0687'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2019 (BJ)
 LH0687'TO REACH FROM THE INTERSECTION OF U.S. 6/34 AND MAIN STREET IN AXTELL,
 LH0687'NEBRASKA, GO EAST-NORTHEAST ON U.S. 6/34 APPROXIMATELY 0.19 MI (0.31
 LH0687'KM) TO COUNTY ROAD 23.  TURN RIGHT (SOUTH) AND GO APPROXIMATELY 0.04
 LH0687'MI (0.06 KM) TO THE MARK ON THE RIGHT (WEST) SIDE OF THE ROAD.  THE
 LH0687'MARK IS APPROXIMATELY 18 FT (5.5 M) SOUTH OF NEAR RAILROAD TRACK AND
 LH0687'44 FT (13.4 M) WEST OF COUNTY ROAD 23.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0030 ***********************************************************************
 LJ0030  DESIGNATION -  U 165
 LJ0030  PID         -  LJ0030
 LJ0030  STATE/COUNTY-  NE/FRONTIER
 LJ0030  COUNTRY     -  US
 LJ0030  USGS QUAD   -  EUSTIS (2017)
 LJ0030
 LJ0030                         *CURRENT SURVEY CONTROL
 LJ0030  ______________________________________________________________________
 LJ0030* NAD 83(1986) POSITION- 40 40 04.93   (N) 100 05 44.14   (W)   HD_HELD1
 LJ0030* NAVD 88 ORTHO HEIGHT -   817.808 (meters)     2683.09  (feet) ADJUSTED
 LJ0030  ______________________________________________________________________
 LJ0030  GEOID HEIGHT    -        -23.727 (meters)                     GEOID18
 LJ0030  DYNAMIC HEIGHT  -        817.295 (meters)     2681.41  (feet) COMP
 LJ0030  MODELED GRAVITY -    979,970.8   (mgal)                       NAVD 88
 LJ0030
 LJ0030  VERT ORDER      -  SECOND    CLASS 0
 LJ0030
 LJ0030.The horizontal coordinates were determined by differentially corrected
 LJ0030.hand held GPS observations or other comparable positioning techniques
 LJ0030.and have an estimated accuracy of +/- 3 meters.
 LJ0030
 LJ0030.The orthometric height was determined by differential leveling and
 LJ0030.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0030.in June 1991.
 LJ0030
 LJ0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0030.GEOID18 height accuracy estimate available here.
 LJ0030
 LJ0030.Click photographs - Photos may exist for this station.
 LJ0030
 LJ0030.The dynamic height is computed by dividing the NAVD 88
 LJ0030.geopotential number by the normal gravity value computed on the
 LJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0030.degrees latitude (g = 980.6199 gals.).
 LJ0030
 LJ0030.The modeled gravity was interpolated from observed gravity values.
 LJ0030
 LJ0030;                    North         East    Units  Estimated Accuracy
 LJ0030;SPC NE       -    92,680.6     491,918.8     MT  (+/- 3 meters HH1 GPS) 
 LJ0030
 LJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0739702483(NAD 83)
 LJ0030
 LJ0030                          SUPERSEDED SURVEY CONTROL
 LJ0030
 LJ0030  NGVD 29 (??/??/92)  817.484  (m)         2682.03   (f) ADJ UNCH    2 0
 LJ0030
 LJ0030.Superseded values are not recommended for survey control.
 LJ0030
 LJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0030.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0030
 LJ0030_MARKER: DB = BENCH MARK DISK
 LJ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0030_STAMPING: U 165 1934
 LJ0030_MARK LOGO: CGS
 LJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0030+STABILITY: SURFACE MOTION
 LJ0030
 LJ0030  HISTORY     - Date     Condition        Report By
 LJ0030  HISTORY     - 1934     MONUMENTED       CGS
 LJ0030
 LJ0030                          STATION DESCRIPTION
 LJ0030
 LJ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0030'3.8 MI W FROM EUSTIS.
 LJ0030'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0030'FROM THE STATION AT EUSTIS, FRONTIER COUNTY, AT A ROAD CROSSING,
 LJ0030'45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET WEST
 LJ0030'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED U 165
 LJ0030'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0556 ***********************************************************************
 LG0556  DESIGNATION -  U 167
 LG0556  PID         -  LG0556
 LG0556  STATE/COUNTY-  NE/JEFFERSON
 LG0556  COUNTRY     -  US
 LG0556  USGS QUAD   -  JANSEN (2017)
 LG0556
 LG0556                         *CURRENT SURVEY CONTROL
 LG0556  ______________________________________________________________________
 LG0556* NAD 83(1995) POSITION- 40 10 55.90395(N) 097 05 10.01860(W)   ADJUSTED
 LG0556* NAD 83(1995) ELLIP HT-   419.123 (meters)        (06/27/02)   ADJUSTED
 LG0556* NAVD 88 ORTHO HEIGHT -   446.118 (meters)     1463.64  (feet) ADJUSTED
 LG0556  ______________________________________________________________________
 LG0556  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 LG0556  NAD 83(1995) X  -   -602,001.675 (meters)                     COMP
 LG0556  NAD 83(1995) Y  - -4,842,725.261 (meters)                     COMP
 LG0556  NAD 83(1995) Z  -  4,093,732.632 (meters)                     COMP
 LG0556  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 LG0556  DYNAMIC HEIGHT  -        445.868 (meters)     1462.82  (feet) COMP
 LG0556  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 LG0556
 LG0556  HORZ ORDER      -  FIRST
 LG0556  VERT ORDER      -  SECOND    CLASS 0
 LG0556  ELLP ORDER      -  FOURTH    CLASS I
 LG0556
 LG0556.The horizontal coordinates were established by GPS observations
 LG0556.and adjusted by the National Geodetic Survey in August 1997.
 LG0556
 LG0556.The orthometric height was determined by differential leveling and
 LG0556.adjusted by the NATIONAL GEODETIC SURVEY
 LG0556.in June 1991.
 LG0556
 LG0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0556.GEOID18 height accuracy estimate available here.
 LG0556
 LG0556.Click photographs - Photos may exist for this station.
 LG0556
 LG0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0556
 LG0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0556
 LG0556.The ellipsoidal height was determined by GPS observations
 LG0556.and is referenced to NAD 83.
 LG0556
 LG0556.The dynamic height is computed by dividing the NAVD 88
 LG0556.geopotential number by the normal gravity value computed on the
 LG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0556.degrees latitude (g = 980.6199 gals.).
 LG0556
 LG0556.The modeled gravity was interpolated from observed gravity values.
 LG0556
 LG0556. The following values were computed from the NAD 83(1995) position.
 LG0556
 LG0556;                    North         East     Units Scale Factor Converg.
 LG0556;SPC NE       -    42,916.960   748,099.006   MT  0.99992261   +1 55 51.7
 LG0556;SPC NE       -   140,803.39  2,454,388.16   sFT  0.99992261   +1 55 51.7
 LG0556;UTM  14      - 4,449,735.698   662,938.654   MT  0.99992683   +1 14 06.5
 LG0556
 LG0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0556!SPC NE       -   0.99993425  x   0.99992261  =   0.99985687
 LG0556!UTM  14      -   0.99993425  x   0.99992683  =   0.99986109
 LG0556
 LG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6293849735(NAD 83)
 LG0556
 LG0556                          SUPERSEDED SURVEY CONTROL
 LG0556
 LG0556  ELLIP H (08/18/97)  419.081  (m)                       GP(       ) 4 1
 LG0556  NAD 83(1986)-  40 10 55.91126(N)    097 05 10.01588(W) AD(       ) 1
 LG0556  NGVD 29 (??/??/92)  445.970  (m)         1463.15   (f) ADJ UNCH    2 0
 LG0556  NGVD 29 (02/23/90)  446.     (m)  RAPSU86  model used  GPS OBS        
 LG0556
 LG0556.Superseded values are not recommended for survey control.
 LG0556
 LG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0556.See file dsdata.pdf to determine how the superseded data were derived.
 LG0556
 LG0556_MARKER: DB = BENCH MARK DISK
 LG0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0556_STAMPING: U 167 1934
 LG0556_MARK LOGO: CGS
 LG0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0556+STABILITY: SURFACE MOTION
 LG0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0556+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1989
 LG0556
 LG0556  HISTORY     - Date     Condition        Report By
 LG0556  HISTORY     - 1934     MONUMENTED       CGS
 LG0556  HISTORY     - 1949     GOOD             CGS
 LG0556  HISTORY     - 19890320 GOOD             NGS
 LG0556
 LG0556                          STATION DESCRIPTION
 LG0556
 LG0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0556'AT JANSEN.
 LG0556'AT JANSEN, JEFFERSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LG0556'PACIFIC RAILROAD, 7 POLES WEST OF THE WEST END OF THE STATION,
 LG0556'AT MILEAGE C 149.10, SOUTHEAST OF A SCHOOLHOUSE, TWO RAILS
 LG0556'EAST OF A ROAD CROSSING, AND 48 FEET NORTH OF THE CENTERLINE
 LG0556'OF THE TRACK.  A STANDARD DISK, STAMPED U 167 1934 AND SET IN
 LG0556'THE TOP OF A CONCRETE POST.
 LG0556
 LG0556                          STATION RECOVERY (1949)
 LG0556
 LG0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LG0556'RECOVERED IN GOOD CONDITION.
 LG0556
 LG0556                          STATION RECOVERY (1989)
 LG0556
 LG0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0556'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST-NORTHEAST OF
 LG0556'FAIRBURY, ON THE WEST SIDE OF JANSEN, IN A GRASS STRIP BETWEEN A TRACK
 LG0556'ROAD PARALLEL TO THE HIGHWAY AND A RAILROAD TRACK.
 LG0556'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LG0556'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 136 AND MAIN
 LG0556'STREET IN JANSEN, AT THE EAST ONE OF TWO ELEVATORS, GO SOUTHWEST ON US
 LG0556'HIGHWAY 136 FOR 0.24 KM (0.15 MI) TO A SLANTED CROSSROAD AND THE
 LG0556'STATION ON THE LEFT.
 LG0556'THE STATION IS PROJECTING 7 CM.  IT IS 37.0 M (121.4 FT) SOUTHEAST OF
 LG0556'THE HIGHWAY CENTERLINE, 23.4 M (76.8 FT) NORTH OF A RAILROAD SWITCH
 LG0556'STAND, 17.5 M (57.4 FT) EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 LG0556'11.4 M (37.4 FT) NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK, 10.3
 LG0556'M (33.8 FT) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE DIRT
 LG0556'LANE, 5.4 M (17.7 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 0.2 M
 LG0556'(0.7 FT) NORTHEAST OF A METAL WITNESS POST.
 LG0556'DESCRIBED BY R.D.BALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0338 ***********************************************************************
 LH0338  DESIGNATION -  U 168
 LH0338  PID         -  LH0338
 LH0338  STATE/COUNTY-  NE/ADAMS
 LH0338  COUNTRY     -  US
 LH0338  USGS QUAD   -  ROSELAND (2017)
 LH0338
 LH0338                         *CURRENT SURVEY CONTROL
 LH0338  ______________________________________________________________________
 LH0338* NAD 83(1986) POSITION- 40 28 10.     (N) 098 33 29.     (W)   SCALED
 LH0338* NAVD 88 ORTHO HEIGHT -   601.326 (meters)     1972.85  (feet) ADJUSTED
 LH0338  ______________________________________________________________________
 LH0338  GEOID HEIGHT    -        -25.351 (meters)                     GEOID18
 LH0338  DYNAMIC HEIGHT  -        600.982 (meters)     1971.72  (feet) COMP
 LH0338  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 LH0338
 LH0338  VERT ORDER      -  SECOND    CLASS 0
 LH0338
 LH0338.The horizontal coordinates were scaled from a map and have
 LH0338.an estimated accuracy of +/- 6 seconds.
 LH0338
 LH0338.The orthometric height was determined by differential leveling and
 LH0338.adjusted by the NATIONAL GEODETIC SURVEY
 LH0338.in June 1991.
 LH0338
 LH0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0338.GEOID18 height accuracy estimate available here.
 LH0338
 LH0338.Click photographs - Photos may exist for this station.
 LH0338
 LH0338.The dynamic height is computed by dividing the NAVD 88
 LH0338.geopotential number by the normal gravity value computed on the
 LH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0338.degrees latitude (g = 980.6199 gals.).
 LH0338
 LH0338.The modeled gravity was interpolated from observed gravity values.
 LH0338
 LH0338;                    North         East    Units  Estimated Accuracy
 LH0338;SPC NE       -    71,650.      622,260.      MT  (+/- 180 meters Scaled)
 LH0338
 LH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK374799(NAD 83)
 LH0338
 LH0338                          SUPERSEDED SURVEY CONTROL
 LH0338
 LH0338  NGVD 29 (??/??/92)  601.093  (m)         1972.09   (f) ADJ UNCH    2 0
 LH0338
 LH0338.Superseded values are not recommended for survey control.
 LH0338
 LH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0338.See file dsdata.pdf to determine how the superseded data were derived.
 LH0338
 LH0338_MARKER: DB = BENCH MARK DISK
 LH0338_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0338_SP_SET: WALL
 LH0338_STAMPING: U 168 1934
 LH0338_MARK LOGO: CGS
 LH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0338+STABILITY: SURFACE MOTION
 LH0338
 LH0338  HISTORY     - Date     Condition        Report By
 LH0338  HISTORY     - 1934     MONUMENTED       CGS
 LH0338  HISTORY     - 1941     GOOD             CGS
 LH0338
 LH0338                          STATION DESCRIPTION
 LH0338
 LH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0338'AT ROSELAND.
 LH0338'AT ROSELAND, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0338'RAILROAD, 300 FEET WEST OF THE STATION, 60 FEET NORTH OF THE
 LH0338'CENTERLINE OF THE TRACK, IN THE SOUTH WALL OF A BRICK ELEVATOR
 LH0338'SCALE HOUSE, 2 FEET FROM THE EAST END OF THE WALL, AND 4 FEET
 LH0338'ABOVE THE GROUND.  A STANDARD DISK, STAMPED U 168 1934 AND SET
 LH0338'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0380 ***********************************************************************
 LH0380  DESIGNATION -  U 169
 LH0380  PID         -  LH0380
 LH0380  STATE/COUNTY-  NE/WEBSTER
 LH0380  COUNTRY     -  US
 LH0380  USGS QUAD   -  RED CLOUD (2017)
 LH0380
 LH0380                         *CURRENT SURVEY CONTROL
 LH0380  ______________________________________________________________________
 LH0380* NAD 83(1986) POSITION- 40 04 48.     (N) 098 30 03.     (W)   SCALED
 LH0380* NAVD 88 ORTHO HEIGHT -   512.850 (meters)     1682.58  (feet) ADJUSTED
 LH0380  ______________________________________________________________________
 LH0380  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 LH0380  DYNAMIC HEIGHT  -        512.536 (meters)     1681.55  (feet) COMP
 LH0380  MODELED GRAVITY -    979,998.0   (mgal)                       NAVD 88
 LH0380
 LH0380  VERT ORDER      -  SECOND    CLASS 0
 LH0380
 LH0380.The horizontal coordinates were scaled from a map and have
 LH0380.an estimated accuracy of +/- 6 seconds.
 LH0380
 LH0380.The orthometric height was determined by differential leveling and
 LH0380.adjusted by the NATIONAL GEODETIC SURVEY
 LH0380.in June 1991.
 LH0380
 LH0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0380.GEOID18 height accuracy estimate available here.
 LH0380
 LH0380.Click photographs - Photos may exist for this station.
 LH0380
 LH0380.The dynamic height is computed by dividing the NAVD 88
 LH0380.geopotential number by the normal gravity value computed on the
 LH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0380.degrees latitude (g = 980.6199 gals.).
 LH0380
 LH0380.The modeled gravity was interpolated from observed gravity values.
 LH0380
 LH0380;                    North         East    Units  Estimated Accuracy
 LH0380;SPC NE       -    28,500.      627,860.      MT  (+/- 180 meters Scaled)
 LH0380
 LH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK425367(NAD 83)
 LH0380
 LH0380                          SUPERSEDED SURVEY CONTROL
 LH0380
 LH0380  NGVD 29 (??/??/92)  512.635  (m)         1681.87   (f) ADJ UNCH    2 0
 LH0380
 LH0380.Superseded values are not recommended for survey control.
 LH0380
 LH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0380.See file dsdata.pdf to determine how the superseded data were derived.
 LH0380
 LH0380_MARKER: DB = BENCH MARK DISK
 LH0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0380_STAMPING: U 169 1934
 LH0380_MARK LOGO: CGS
 LH0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0380+STABILITY: SURFACE MOTION
 LH0380
 LH0380  HISTORY     - Date     Condition        Report By
 LH0380  HISTORY     - 1934     MONUMENTED       CGS
 LH0380  HISTORY     - 1973     MARK NOT FOUND   USGS
 LH0380
 LH0380                          STATION DESCRIPTION
 LH0380
 LH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0380'0.1 MI E FROM RED CLOUD.
 LH0380'0.1 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0380'FROM THE COURTHOUSE AT RED CLOUD, WEBSTER COUNTY, WEBSTER COUNTY,
 LH0380'6 RAILS WEST OF A STREET CROSSING, AND 40 FEET NORTH OF THE
 LH0380'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED U 169 1934
 LH0380'AND SET IN THE TOP OF A CONCRETE POST.
 LH0380
 LH0380                          STATION RECOVERY (1973)
 LH0380
 LH0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0574 ***********************************************************************
 ML0574  DESIGNATION -  U 17
 ML0574  PID         -  ML0574
 ML0574  STATE/COUNTY-  NE/LOUP
 ML0574  COUNTRY     -  US
 ML0574  USGS QUAD   -  TAYLOR NW (2017)
 ML0574
 ML0574                         *CURRENT SURVEY CONTROL
 ML0574  ______________________________________________________________________
 ML0574* NAD 83(1986) POSITION- 41 55 13.     (N) 099 23 24.     (W)   SCALED
 ML0574* NAVD 88 ORTHO HEIGHT -   717.980 (meters)     2355.57  (feet) ADJUSTED
 ML0574  ______________________________________________________________________
 ML0574  GEOID HEIGHT    -        -23.010 (meters)                     GEOID18
 ML0574  DYNAMIC HEIGHT  -        717.648 (meters)     2354.48  (feet) COMP
 ML0574  MODELED GRAVITY -    980,135.7   (mgal)                       NAVD 88
 ML0574
 ML0574  VERT ORDER      -  FIRST     CLASS II
 ML0574
 ML0574.The horizontal coordinates were scaled from a map and have
 ML0574.an estimated accuracy of +/- 6 seconds.
 ML0574
 ML0574.The orthometric height was determined by differential leveling and
 ML0574.adjusted by the NATIONAL GEODETIC SURVEY
 ML0574.in June 1991.
 ML0574
 ML0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0574.GEOID18 height accuracy estimate available here.
 ML0574
 ML0574.Click photographs - Photos may exist for this station.
 ML0574
 ML0574.The dynamic height is computed by dividing the NAVD 88
 ML0574.geopotential number by the normal gravity value computed on the
 ML0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0574.degrees latitude (g = 980.6199 gals.).
 ML0574
 ML0574.The modeled gravity was interpolated from observed gravity values.
 ML0574
 ML0574;                    North         East    Units  Estimated Accuracy
 ML0574;SPC NE       -   231,880.      550,590.      MT  (+/- 180 meters Scaled)
 ML0574
 ML0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM676409(NAD 83)
 ML0574
 ML0574                          SUPERSEDED SURVEY CONTROL
 ML0574
 ML0574  NGVD 29 (??/??/92)  717.729  (m)         2354.75   (f) ADJ UNCH    1 2
 ML0574
 ML0574.Superseded values are not recommended for survey control.
 ML0574
 ML0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0574.See file dsdata.pdf to determine how the superseded data were derived.
 ML0574
 ML0574_MARKER: DB = BENCH MARK DISK
 ML0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0574_STAMPING: U 17 1933
 ML0574_MARK LOGO: CGS
 ML0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0574+STABILITY: SURFACE MOTION
 ML0574
 ML0574  HISTORY     - Date     Condition        Report By
 ML0574  HISTORY     - 1933     MONUMENTED       CGS
 ML0574  HISTORY     - 1934     GOOD             CGS
 ML0574
 ML0574                          STATION DESCRIPTION
 ML0574
 ML0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0574'12 MI N FROM TAYLOR.
 ML0574'12 MILES NORTH MARK IS 2,000 FT. NORTH OF LANE LEADING TO HOUSE
 ML0574'OF JOSEF SEBESTA AND IS 1,400 FT. NORTH OF A CONCRETE CULVERT AND
 ML0574'CATTLE CROSSING.  THE MARK IS 60 FT. WEST OF CENTER OF HWY. 83
 ML0574'AND LFT. EAST OF A FENCE.  THERE IS A CLUMP OF SMALL COTTONWOOD
 ML0574'TREES ABOUT 30 FT. EAST OF THE HWY. THAT ARE JUST OPPOSITE THE
 ML0574'MARK.
 ML0574
 ML0574                          STATION RECOVERY (1934)
 ML0574
 ML0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0600 ***********************************************************************
 LG0600  DESIGNATION -  U 170
 LG0600  PID         -  LG0600
 LG0600  STATE/COUNTY-  NE/THAYER
 LG0600  COUNTRY     -  US
 LG0600  USGS QUAD   -  CARLETON (2017)
 LG0600
 LG0600                         *CURRENT SURVEY CONTROL
 LG0600  ______________________________________________________________________
 LG0600* NAD 83(1986) POSITION- 40 17 50.2    (N) 097 43 04.4    (W)   HD_HELD2
 LG0600* NAVD 88 ORTHO HEIGHT -   476.766 (meters)     1564.19  (feet) ADJUSTED
 LG0600  ______________________________________________________________________
 LG0600  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 LG0600  DYNAMIC HEIGHT  -        476.485 (meters)     1563.27  (feet) COMP
 LG0600  MODELED GRAVITY -    980,022.0   (mgal)                       NAVD 88
 LG0600
 LG0600  VERT ORDER      -  SECOND    CLASS 0
 LG0600
 LG0600.The horizontal coordinates were established by autonomous hand held GPS
 LG0600.observations and have an estimated accuracy of +/- 10 meters.
 LG0600
 LG0600.The orthometric height was determined by differential leveling and
 LG0600.adjusted by the NATIONAL GEODETIC SURVEY
 LG0600.in June 1991.
 LG0600
 LG0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0600.GEOID18 height accuracy estimate available here.
 LG0600
 LG0600.Click photographs - Photos may exist for this station.
 LG0600
 LG0600.The dynamic height is computed by dividing the NAVD 88
 LG0600.geopotential number by the normal gravity value computed on the
 LG0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0600.degrees latitude (g = 980.6199 gals.).
 LG0600
 LG0600.The modeled gravity was interpolated from observed gravity values.
 LG0600
 LG0600;                    North         East    Units  Estimated Accuracy
 LG0600;SPC NE       -    54,073.      693,985.      MT  (+/- 10 meters HH2 GPS)
 LG0600
 LG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0896661541(NAD 83)
 LG0600
 LG0600                          SUPERSEDED SURVEY CONTROL
 LG0600
 LG0600  NGVD 29 (??/??/92)  476.575  (m)         1563.56   (f) ADJ UNCH    2 0
 LG0600
 LG0600.Superseded values are not recommended for survey control.
 LG0600
 LG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0600.See file dsdata.pdf to determine how the superseded data were derived.
 LG0600
 LG0600_MARKER: DB = BENCH MARK DISK
 LG0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0600_STAMPING: U 170 1934
 LG0600_MARK LOGO: CGS
 LG0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0600+STABILITY: SURFACE MOTION
 LG0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0600+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2017
 LG0600
 LG0600  HISTORY     - Date     Condition        Report By
 LG0600  HISTORY     - 1934     MONUMENTED       CGS
 LG0600  HISTORY     - 20170221 GOOD             INDIV
 LG0600
 LG0600                          STATION DESCRIPTION
 LG0600
 LG0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0600'5.1 MI E FROM DAVENPORT.
 LG0600'5.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0600'STATION AT DAVENPORT, THAYER COUNTY, 3 POLES WEST OF MILEPOST 186,
 LG0600'36 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH
 LG0600'A ROW OF TELEPHONE POLES.  A STANDARD DISK, STAMPED U 170 1934
 LG0600'AND SET IN THE TOP OF A CONCRETE POST.
 LG0600
 LG0600                          STATION RECOVERY (2017)
 LG0600
 LG0600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 LG0600'FOUND MARK IN GOOD CONDITION, IT IS 39.3 FEET NORTH OF NORTH RAIL OF
 LG0600'SET OF 2 TRACKS, 0.7 FEET SOUTH OF BOTTOM STEEL WITNESS SIGN POST,
 LG0600'PROJECTS 2 FEET ON SOUTH SIDE OF MARK AND 1 FOOT ON NORTH SIDE, LAT.
 LG0600'40 17 50.2 LONG. 097 43 04.4.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0577 ***********************************************************************
 LG0577  DESIGNATION -  U 171
 LG0577  PID         -  LG0577
 LG0577  STATE/COUNTY-  NE/JEFFERSON
 LG0577  COUNTRY     -  US
 LG0577  USGS QUAD   -  ENDICOTT (2017)
 LG0577
 LG0577                         *CURRENT SURVEY CONTROL
 LG0577  ______________________________________________________________________
 LG0577* NAD 83(1986) POSITION- 40 00 59.     (N) 097 00 22.     (W)   SCALED
 LG0577* NAVD 88 ORTHO HEIGHT -   379.752 (meters)     1245.90  (feet) ADJUSTED
 LG0577  ______________________________________________________________________
 LG0577  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 LG0577  DYNAMIC HEIGHT  -        379.538 (meters)     1245.20  (feet) COMP
 LG0577  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 LG0577
 LG0577  VERT ORDER      -  SECOND    CLASS 0
 LG0577
 LG0577.The horizontal coordinates were scaled from a map and have
 LG0577.an estimated accuracy of +/- 6 seconds.
 LG0577
 LG0577.The orthometric height was determined by differential leveling and
 LG0577.adjusted by the NATIONAL GEODETIC SURVEY
 LG0577.in June 1991.
 LG0577
 LG0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0577.GEOID18 height accuracy estimate available here.
 LG0577
 LG0577.Click photographs - Photos may exist for this station.
 LG0577
 LG0577.The dynamic height is computed by dividing the NAVD 88
 LG0577.geopotential number by the normal gravity value computed on the
 LG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0577.degrees latitude (g = 980.6199 gals.).
 LG0577
 LG0577.The modeled gravity was interpolated from observed gravity values.
 LG0577
 LG0577;                    North         East    Units  Estimated Accuracy
 LG0577;SPC NE       -    24,750.      755,550.      MT  (+/- 180 meters Scaled)
 LG0577
 LG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK701314(NAD 83)
 LG0577
 LG0577                          SUPERSEDED SURVEY CONTROL
 LG0577
 LG0577  NGVD 29 (??/??/92)  379.616  (m)         1245.46   (f) ADJ UNCH    2 0
 LG0577
 LG0577.Superseded values are not recommended for survey control.
 LG0577
 LG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0577.See file dsdata.pdf to determine how the superseded data were derived.
 LG0577
 LG0577_MARKER: DB = BENCH MARK DISK
 LG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0577_STAMPING: U 171 1934
 LG0577_MARK LOGO: CGS
 LG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0577+STABILITY: SURFACE MOTION
 LG0577
 LG0577  HISTORY     - Date     Condition        Report By
 LG0577  HISTORY     - 1934     MONUMENTED       CGS
 LG0577  HISTORY     - 20200414 MARK NOT FOUND   NEGS
 LG0577
 LG0577                          STATION DESCRIPTION
 LG0577
 LG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0577'2 MI S FROM STEELE CITY.
 LG0577'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0577'STATION AT STEELE CITY, JEFFERSON COUNTY, 4 POLES SOUTH OF
 LG0577'MILEPOST 140, 9 RAILS NORTH OF A ROAD CROSSING, AND 25 FEET WEST
 LG0577'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LG0577'U 171 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0577
 LG0577                          STATION RECOVERY (2020)
 LG0577
 LG0577'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0577'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0364 ***********************************************************************
 LG0364  DESIGNATION -  U 173
 LG0364  PID         -  LG0364
 LG0364  STATE/COUNTY-  NE/LANCASTER
 LG0364  COUNTRY     -  US
 LG0364  USGS QUAD   -  LINCOLN (2017)
 LG0364
 LG0364                         *CURRENT SURVEY CONTROL
 LG0364  ______________________________________________________________________
 LG0364* NAD 83(1986) POSITION- 40 47 04.     (N) 096 42 56.     (W)   SCALED
 LG0364* NAVD 88 ORTHO HEIGHT -   353.156 (meters)     1158.65  (feet) ADJUSTED
 LG0364  ______________________________________________________________________
 LG0364  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 LG0364  DYNAMIC HEIGHT  -        353.000 (meters)     1158.13  (feet) COMP
 LG0364  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 LG0364
 LG0364  VERT ORDER      -  FIRST     CLASS II
 LG0364
 LG0364.The horizontal coordinates were scaled from a map and have
 LG0364.an estimated accuracy of +/- 6 seconds.
 LG0364
 LG0364.The orthometric height was determined by differential leveling and
 LG0364.adjusted by the NATIONAL GEODETIC SURVEY
 LG0364.in May 1993.
 LG0364
 LG0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0364.GEOID18 height accuracy estimate available here.
 LG0364
 LG0364.Click photographs - Photos may exist for this station.
 LG0364
 LG0364.The dynamic height is computed by dividing the NAVD 88
 LG0364.geopotential number by the normal gravity value computed on the
 LG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0364.degrees latitude (g = 980.6199 gals.).
 LG0364
 LG0364.The modeled gravity was interpolated from observed gravity values.
 LG0364
 LG0364;                    North         East    Units  Estimated Accuracy
 LG0364;SPC NE       -   110,860.      777,100.      MT  (+/- 180 meters Scaled)
 LG0364
 LG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL927173(NAD 83)
 LG0364
 LG0364                          SUPERSEDED SURVEY CONTROL
 LG0364
 LG0364  NAVD 88 (06/15/91)  353.188  (m)         1158.75   (f) SUPERSEDED  1 2
 LG0364  NGVD 29 (??/??/92)  353.092  (m)         1158.44   (f) ADJ UNCH    1 2
 LG0364
 LG0364.Superseded values are not recommended for survey control.
 LG0364
 LG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0364.See file dsdata.pdf to determine how the superseded data were derived.
 LG0364
 LG0364_MARKER: DB = BENCH MARK DISK
 LG0364_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0364_SP_SET: FOOTING
 LG0364_STAMPING: U 173 1934
 LG0364_MARK LOGO: CGS
 LG0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0364+STABILITY: SURFACE MOTION
 LG0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0364+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0364
 LG0364  HISTORY     - Date     Condition        Report By
 LG0364  HISTORY     - 1934     MONUMENTED       CGS
 LG0364  HISTORY     - 19911022 GOOD             NGS
 LG0364  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 LG0364
 LG0364                          STATION DESCRIPTION
 LG0364
 LG0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0364'2.4 MI S FROM LINCOLN.
 LG0364'2.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CITY
 LG0364'HALL AT LINCOLN, LANCASTER COUNTY, AT MILEAGE 59.17, JUST SOUTH
 LG0364'OF A FLOWER HOUSE, 60 FEET SOUTH OF A ROAD CROSSING, AT AN
 LG0364'ABANDONED SEMAPHORE, IN THE TOP OF THE CONCRETE FOOTING, AND 8
 LG0364'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 LG0364'STAMPED U 173 1934.
 LG0364
 LG0364                          STATION RECOVERY (1991)
 LG0364
 LG0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0364'IN LINCOLN, AT THE INTERSECTION OF VANDORN STREET AND THE UNION
 LG0364'PACIFIC RAILROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR
 LG0364'A RAILROAD SIGNAL (SIGNAL REMOVED), 25.1 M (82.3 FT) SOUTH OF THE
 LG0364'STREET CENTERLINE, 21.0 M (68.9 FT) EAST OF THE EXTENDED CENTER OF
 LG0364'SOUTH 4TH STREET, 1.9 M (6.2 FT) WEST OF THE NEAR RAIL, AND 0.3 M
 LG0364'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
 LG0364
 LG0364                          STATION RECOVERY (2004)
 LG0364
 LG0364'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0364'MARK NOT FOUND. THIS MARK HAS BEEN DESTROYED WHEN THE VAN DORN STREET
 LG0364'BRIDGE OVER THE RAILROAD TRACKS WAS BUILT. THE NEBRASKA DEPARTMENT OF
 LG0364'ROADS HAS RESET THE MARK IN 2001 WITH A NEW PID NUMBER AJ8436.  THIS
 LG0364'MARK SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ8436 ***********************************************************************
 AJ8436  DESIGNATION -  U 173 RESET
 AJ8436  PID         -  AJ8436
 AJ8436  STATE/COUNTY-  NE/LANCASTER
 AJ8436  COUNTRY     -  US
 AJ8436  USGS QUAD   -  LINCOLN (2017)
 AJ8436
 AJ8436                         *CURRENT SURVEY CONTROL
 AJ8436  ______________________________________________________________________
 AJ8436* NAD 83(1986) POSITION- 40 47 04.     (N) 096 42 56.     (W)   SCALED
 AJ8436* NAVD 88 ORTHO HEIGHT -   355.16  (meters)     1165.2   (feet) RESET
 AJ8436  ______________________________________________________________________
 AJ8436  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 AJ8436  VERT ORDER      -  THIRD
 AJ8436
 AJ8436.The horizontal coordinates were scaled from a map and have
 AJ8436.an estimated accuracy of +/- 6 seconds.
 AJ8436
 AJ8436.The orthometric height was computed from unverified reset data.
 AJ8436
 AJ8436.No vertical observational check was made to the station.
 AJ8436
 AJ8436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8436.GEOID18 height accuracy estimate available here.
 AJ8436
 AJ8436.Click photographs - Photos may exist for this station.
 AJ8436
 AJ8436;                    North         East    Units  Estimated Accuracy
 AJ8436;SPC NE       -   110,860.      777,100.      MT  (+/- 180 meters Scaled)
 AJ8436
 AJ8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL927173(NAD 83)
 AJ8436
 AJ8436                          SUPERSEDED SURVEY CONTROL
 AJ8436
 AJ8436.No superseded survey control is available for this station.
 AJ8436
 AJ8436_MARKER: DV = VERTICAL CONTROL DISK
 AJ8436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8436_SP_SET: BRIDGE PIER FOOTING
 AJ8436_STAMPING: U 173 RESET 2001
 AJ8436_MARK LOGO: NGS
 AJ8436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8436
 AJ8436  HISTORY     - Date     Condition        Report By
 AJ8436  HISTORY     - 2001     MONUMENTED       NEDR
 AJ8436  HISTORY     - 20040804 GOOD             USPSQD
 AJ8436
 AJ8436                          STATION DESCRIPTION
 AJ8436
 AJ8436'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (DM)
 AJ8436'FROM THE US 77 AND VAN DORN INTERCHANGE IN LINCOLN GO EASTERLY ON VAN
 AJ8436'DORN STREET APPROXIMATELY 0.8 MILE (1.3 KM) TO BRIDGE OVER RAILROAD
 AJ8436'TRACKS.  BM IS BELOW BRIDGE SET ON TOP OF THE EAST PIERS FOOTING.  BM
 AJ8436'IS SET HORIZONTALLY.
 AJ8436
 AJ8436                          STATION RECOVERY (2004)
 AJ8436
 AJ8436'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AJ8436'MARK FOUND GOOD. MARK IS SET ON THE SOUTH END OF THE EAST PIER'S
 AJ8436'FOOTING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0341 ***********************************************************************
 LG0341  DESIGNATION -  U 174
 LG0341  PID         -  LG0341
 LG0341  STATE/COUNTY-  NE/GAGE
 LG0341  COUNTRY     -  US
 LG0341  USGS QUAD   -  CORTLAND (2017)
 LG0341
 LG0341                         *CURRENT SURVEY CONTROL
 LG0341  ______________________________________________________________________
 LG0341* NAD 83(1986) POSITION- 40 30 20.     (N) 096 42 20.     (W)   SCALED
 LG0341* NAVD 88 ORTHO HEIGHT -   441.153 (meters)     1447.35  (feet) ADJUSTED
 LG0341  ______________________________________________________________________
 LG0341  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 LG0341  DYNAMIC HEIGHT  -        440.936 (meters)     1446.64  (feet) COMP
 LG0341  MODELED GRAVITY -    980,118.9   (mgal)                       NAVD 88
 LG0341
 LG0341  VERT ORDER      -  SECOND    CLASS 0
 LG0341
 LG0341.The horizontal coordinates were scaled from a map and have
 LG0341.an estimated accuracy of +/- 6 seconds.
 LG0341
 LG0341.The orthometric height was determined by differential leveling and
 LG0341.adjusted by the NATIONAL GEODETIC SURVEY
 LG0341.in June 1991.
 LG0341
 LG0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0341.GEOID18 height accuracy estimate available here.
 LG0341
 LG0341.Click photographs - Photos may exist for this station.
 LG0341
 LG0341.The dynamic height is computed by dividing the NAVD 88
 LG0341.geopotential number by the normal gravity value computed on the
 LG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0341.degrees latitude (g = 980.6199 gals.).
 LG0341
 LG0341.The modeled gravity was interpolated from observed gravity values.
 LG0341
 LG0341;                    North         East    Units  Estimated Accuracy
 LG0341;SPC NE       -    79,960.      779,120.      MT  (+/- 180 meters Scaled)
 LG0341
 LG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK944864(NAD 83)
 LG0341
 LG0341                          SUPERSEDED SURVEY CONTROL
 LG0341
 LG0341  NGVD 29 (??/??/92)  441.043  (m)         1446.99   (f) ADJ UNCH    2 0
 LG0341
 LG0341.Superseded values are not recommended for survey control.
 LG0341
 LG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0341.See file dsdata.pdf to determine how the superseded data were derived.
 LG0341
 LG0341_MARKER: DB = BENCH MARK DISK
 LG0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0341_SP_SET: WATER TOWER FOOTING
 LG0341_STAMPING: U 174 1934
 LG0341_MARK LOGO: CGS
 LG0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0341
 LG0341  HISTORY     - Date     Condition        Report By
 LG0341  HISTORY     - 1934     MONUMENTED       CGS
 LG0341  HISTORY     - 1961     GOOD             CGS
 LG0341  HISTORY     - 1985     MARK NOT FOUND   NGS
 LG0341
 LG0341                          STATION DESCRIPTION
 LG0341
 LG0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0341'AT CORTLAND.
 LG0341'AT CORTLAND, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD, 200 FEET
 LG0341'SOUTHWEST OF THE STATION, AT THE WATER TOWER, AND IN THE SOUTH
 LG0341'ONE OF THE TWO EAST CONCRETE FOOTINGS.  A STANDARD DISK, STAMPED
 LG0341'U 174 1934.
 LG0341
 LG0341                          STATION RECOVERY (1985)
 LG0341
 LG0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0658 ***********************************************************************
 LF0658  DESIGNATION -  U 175
 LF0658  PID         -  LF0658
 LF0658  STATE/COUNTY-  NE/NEMAHA
 LF0658  COUNTRY     -  US
 LF0658  USGS QUAD   -  BROCK (2017)
 LF0658
 LF0658                         *CURRENT SURVEY CONTROL
 LF0658  ______________________________________________________________________
 LF0658* NAD 83(1986) POSITION- 40 24 35.     (N) 095 57 08.     (W)   SCALED
 LF0658* NAVD 88 ORTHO HEIGHT -   360.901 (meters)     1184.06  (feet) ADJUSTED
 LF0658  ______________________________________________________________________
 LF0658  GEOID HEIGHT    -        -29.151 (meters)                     GEOID18
 LF0658  DYNAMIC HEIGHT  -        360.708 (meters)     1183.42  (feet) COMP
 LF0658  MODELED GRAVITY -    980,078.2   (mgal)                       NAVD 88
 LF0658
 LF0658  VERT ORDER      -  SECOND    CLASS 0
 LF0658
 LF0658.The horizontal coordinates were scaled from a map and have
 LF0658.an estimated accuracy of +/- 6 seconds.
 LF0658
 LF0658.The orthometric height was determined by differential leveling and
 LF0658.adjusted by the NATIONAL GEODETIC SURVEY
 LF0658.in June 1991.
 LF0658
 LF0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0658.GEOID18 height accuracy estimate available here.
 LF0658
 LF0658.Click photographs - Photos may exist for this station.
 LF0658
 LF0658.The dynamic height is computed by dividing the NAVD 88
 LF0658.geopotential number by the normal gravity value computed on the
 LF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0658.degrees latitude (g = 980.6199 gals.).
 LF0658
 LF0658.The modeled gravity was interpolated from observed gravity values.
 LF0658
 LF0658;                    North         East    Units  Estimated Accuracy
 LF0658;SPC NE       -    72,040.      843,400.      MT  (+/- 180 meters Scaled)
 LF0658
 LF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE494774(NAD 83)
 LF0658
 LF0658                          SUPERSEDED SURVEY CONTROL
 LF0658
 LF0658  NGVD 29 (??/??/92)  360.812  (m)         1183.76   (f) ADJ UNCH    2 0
 LF0658
 LF0658.Superseded values are not recommended for survey control.
 LF0658
 LF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0658.See file dsdata.pdf to determine how the superseded data were derived.
 LF0658
 LF0658_MARKER: DB = BENCH MARK DISK
 LF0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0658_STAMPING: U 175 1934
 LF0658_MARK LOGO: CGS
 LF0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0658+STABILITY: SURFACE MOTION
 LF0658
 LF0658  HISTORY     - Date     Condition        Report By
 LF0658  HISTORY     - 1934     MONUMENTED       CGS
 LF0658  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0658
 LF0658                          STATION DESCRIPTION
 LF0658
 LF0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0658'2.5 MI E FROM JOHNSON.
 LF0658'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0658'FROM THE STATION AT JOHNSON, AT A ROAD CROSSING, 50 FEET EAST
 LF0658'OF THE CENTERLINE OF THE ROAD, AND 20 FEET SOUTH OF THE CENTERLINE
 LF0658'OF THE TRACK.  A STANDARD DISK, STAMPED U 175 1934 AND SET IN THE
 LF0658'TOP OF A CONCRETE POST.
 LF0658
 LF0658                          STATION RECOVERY (1964)
 LF0658
 LF0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0658'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0180 ***********************************************************************
 LG0180  DESIGNATION -  U 176
 LG0180  PID         -  LG0180
 LG0180  STATE/COUNTY-  NE/JOHNSON
 LG0180  COUNTRY     -  US
 LG0180  USGS QUAD   -  TECUMSEH (2017)
 LG0180
 LG0180                         *CURRENT SURVEY CONTROL
 LG0180  ______________________________________________________________________
 LG0180* NAD 83(1986) POSITION- 40 22 00.     (N) 096 12 08.     (W)   SCALED
 LG0180* NAVD 88 ORTHO HEIGHT -   340.605 (meters)     1117.47  (feet) ADJUSTED
 LG0180  ______________________________________________________________________
 LG0180  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 LG0180  DYNAMIC HEIGHT  -        340.423 (meters)     1116.87  (feet) COMP
 LG0180  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 LG0180
 LG0180  VERT ORDER      -  SECOND    CLASS 0
 LG0180
 LG0180.The horizontal coordinates were scaled from a map and have
 LG0180.an estimated accuracy of +/- 6 seconds.
 LG0180
 LG0180.The orthometric height was determined by differential leveling and
 LG0180.adjusted by the NATIONAL GEODETIC SURVEY
 LG0180.in June 1991.
 LG0180
 LG0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0180.GEOID18 height accuracy estimate available here.
 LG0180
 LG0180.Click photographs - Photos may exist for this station.
 LG0180
 LG0180.The dynamic height is computed by dividing the NAVD 88
 LG0180.geopotential number by the normal gravity value computed on the
 LG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0180.degrees latitude (g = 980.6199 gals.).
 LG0180
 LG0180.The modeled gravity was interpolated from observed gravity values.
 LG0180
 LG0180;                    North         East    Units  Estimated Accuracy
 LG0180;SPC NE       -    66,300.      822,420.      MT  (+/- 180 meters Scaled)
 LG0180
 LG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK375722(NAD 83)
 LG0180
 LG0180                          SUPERSEDED SURVEY CONTROL
 LG0180
 LG0180  NGVD 29 (??/??/92)  340.514  (m)         1117.17   (f) ADJ UNCH    2 0
 LG0180
 LG0180.Superseded values are not recommended for survey control.
 LG0180
 LG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0180.See file dsdata.pdf to determine how the superseded data were derived.
 LG0180
 LG0180_MARKER: DB = BENCH MARK DISK
 LG0180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0180_SP_SET: BRIDGE PIER
 LG0180_STAMPING: U 176 1934
 LG0180_MARK LOGO: CGS
 LG0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0180+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2008
 LG0180
 LG0180  HISTORY     - Date     Condition        Report By
 LG0180  HISTORY     - 1934     MONUMENTED       CGS
 LG0180  HISTORY     - 1961     GOOD             CGS
 LG0180  HISTORY     - 19980203 GOOD             NEDR
 LG0180  HISTORY     - 20081124 GOOD             INDIV
 LG0180
 LG0180                          STATION DESCRIPTION
 LG0180
 LG0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0180'AT TECUMSEH.
 LG0180'0.4 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0180'FROM THE STATION AT TECUMSEH, SET IN THE SOUTHEAST CORNER
 LG0180'OF A CONCRETE PIER AT BRIDGE NO. 1576.
 LG0180
 LG0180                          STATION RECOVERY (1998)
 LG0180
 LG0180'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0180'RECOVERED IN GOOD CONDITION APPROXIMATELY 0.37 MI (0.60 KM) WEST OF
 LG0180'THE COURTHOUSE IN TECUMSEH, AT RAILROAD BRIDGE NUMBER 1576 OVER THE
 LG0180'NORTH FORK OF THE BIG NEMAHA RIVER, A CGS BENCH MARK DISK SET IN A
 LG0180'CONCRETE PIER IN THE SOUTHEAST CORNER OF THE BRIDGE.  IN SEC29, T5N,
 LG0180'R11E.
 LG0180
 LG0180                          STATION RECOVERY (2008)
 LG0180
 LG0180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LG0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0505 ***********************************************************************
 LF0505  DESIGNATION -  U 177
 LF0505  PID         -  LF0505
 LF0505  STATE/COUNTY-  NE/NEMAHA
 LF0505  COUNTRY     -  US
 LF0505  USGS QUAD   -  HOWE (2017)
 LF0505
 LF0505                         *CURRENT SURVEY CONTROL
 LF0505  ______________________________________________________________________
 LF0505* NAD 83(1986) POSITION- 40 15 43.     (N) 095 48 42.     (W)   SCALED
 LF0505* NAVD 88 ORTHO HEIGHT -   301.473 (meters)      989.08  (feet) ADJUSTED
 LF0505  ______________________________________________________________________
 LF0505  GEOID HEIGHT    -        -29.711 (meters)                     GEOID18
 LF0505  DYNAMIC HEIGHT  -        301.311 (meters)      988.55  (feet) COMP
 LF0505  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 LF0505
 LF0505  VERT ORDER      -  SECOND    CLASS 0
 LF0505
 LF0505.The horizontal coordinates were scaled from a map and have
 LF0505.an estimated accuracy of +/- 6 seconds.
 LF0505
 LF0505.The orthometric height was determined by differential leveling and
 LF0505.adjusted by the NATIONAL GEODETIC SURVEY
 LF0505.in June 1991.
 LF0505
 LF0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0505.GEOID18 height accuracy estimate available here.
 LF0505
 LF0505.Click photographs - Photos may exist for this station.
 LF0505
 LF0505.The dynamic height is computed by dividing the NAVD 88
 LF0505.geopotential number by the normal gravity value computed on the
 LF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0505.degrees latitude (g = 980.6199 gals.).
 LF0505
 LF0505.The modeled gravity was interpolated from observed gravity values.
 LF0505
 LF0505;                    North         East    Units  Estimated Accuracy
 LF0505;SPC NE       -    56,220.      856,110.      MT  (+/- 180 meters Scaled)
 LF0505
 LF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE609606(NAD 83)
 LF0505
 LF0505                          SUPERSEDED SURVEY CONTROL
 LF0505
 LF0505  NGVD 29 (??/??/92)  301.396  (m)          988.83   (f) ADJ UNCH    2 0
 LF0505
 LF0505.Superseded values are not recommended for survey control.
 LF0505
 LF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0505.See file dsdata.pdf to determine how the superseded data were derived.
 LF0505
 LF0505_MARKER: DB = BENCH MARK DISK
 LF0505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0505_SP_SET: CULVERT HEADWALL
 LF0505_STAMPING: U 177 1934
 LF0505_MARK LOGO: CGS
 LF0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0505+STABILITY: SURFACE MOTION
 LF0505
 LF0505  HISTORY     - Date     Condition        Report By
 LF0505  HISTORY     - 1934     MONUMENTED       CGS
 LF0505  HISTORY     - 1941     GOOD             CGS
 LF0505  HISTORY     - 1980     GOOD             LOCSUR
 LF0505
 LF0505                          STATION DESCRIPTION
 LF0505
 LF0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LF0505'3 MI N FROM STELLA.
 LF0505'3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0505'STATION AT STELLA, RICHARDSON COUNTY, 10 FEET SOUTH OF POLE
 LF0505'404/10, 2 RAILS NORTH OF A ROAD CROSSING, AT THE NEMAHA-RICHARDSON
 LF0505'COUNTY LINE, AT A CONCRETE CULVERT UNDER THE TRACK, AND IN THE TOP
 LF0505'OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED U 177 1934.
 LF0505'NOTE-- COVERED WITH 6 IN OF DIRT.
 LF0505
 LF0505                          STATION RECOVERY (1980)
 LF0505
 LF0505'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0573 ***********************************************************************
 NN0573  DESIGNATION -  U 18
 NN0573  PID         -  NN0573
 NN0573  STATE/COUNTY-  NE/ROCK
 NN0573  COUNTRY     -  US
 NN0573  USGS QUAD   -  BASSETT (2017)
 NN0573
 NN0573                         *CURRENT SURVEY CONTROL
 NN0573  ______________________________________________________________________
 NN0573* NAD 83(1986) POSITION- 42 35 07.     (N) 099 32 11.     (W)   SCALED
 NN0573* NAVD 88 ORTHO HEIGHT -   714.339 (meters)     2343.63  (feet) ADJUSTED
 NN0573  ______________________________________________________________________
 NN0573  GEOID HEIGHT    -        -23.270 (meters)                     GEOID18
 NN0573  DYNAMIC HEIGHT  -        714.049 (meters)     2342.68  (feet) COMP
 NN0573  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 NN0573
 NN0573  VERT ORDER      -  FIRST     CLASS II
 NN0573
 NN0573.The horizontal coordinates were scaled from a map and have
 NN0573.an estimated accuracy of +/- 6 seconds.
 NN0573
 NN0573.The orthometric height was determined by differential leveling and
 NN0573.adjusted by the NATIONAL GEODETIC SURVEY
 NN0573.in June 1991.
 NN0573
 NN0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0573.GEOID18 height accuracy estimate available here.
 NN0573
 NN0573.Click photographs - Photos may exist for this station.
 NN0573
 NN0573.The dynamic height is computed by dividing the NAVD 88
 NN0573.geopotential number by the normal gravity value computed on the
 NN0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0573.degrees latitude (g = 980.6199 gals.).
 NN0573
 NN0573.The modeled gravity was interpolated from observed gravity values.
 NN0573
 NN0573;                    North         East    Units  Estimated Accuracy
 NN0573;SPC NE       -   305,660.      538,050.      MT  (+/- 180 meters Scaled)
 NN0573
 NN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN559149(NAD 83)
 NN0573
 NN0573                          SUPERSEDED SURVEY CONTROL
 NN0573
 NN0573  NGVD 29 (??/??/92)  714.091  (m)         2342.81   (f) ADJ UNCH    1 2
 NN0573
 NN0573.Superseded values are not recommended for survey control.
 NN0573
 NN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0573.See file dsdata.pdf to determine how the superseded data were derived.
 NN0573
 NN0573_MARKER: DB = BENCH MARK DISK
 NN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0573_STAMPING: 2342.814 U 18 1933
 NN0573_MARK LOGO: CGS
 NN0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0573+STABILITY: SURFACE MOTION
 NN0573
 NN0573  HISTORY     - Date     Condition        Report By
 NN0573  HISTORY     - 1933     MONUMENTED       CGS
 NN0573
 NN0573                          STATION DESCRIPTION
 NN0573
 NN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0573'AT BASSETT.
 NN0573'AT BASSETT, ROCK COUNTY, IN THE COUNTY COURTHOUSE YARD, 70 FEET
 NN0573'EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH STREET, 50 FEET
 NN0573'SOUTH OF THE CENTER LINE OF AN EAST-AND-WEST STREET, 12 FEET
 NN0573'SOUTHWEST OF A 10-INCH PINE TREE, AND 5-1/2 FEET NORTHEAST OF
 NN0573'THE CONCRETE ENTRANCE WALK.  A STANDARD DISK, STAMPED 2342.814
 NN0573'U 18 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NN0573'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0280 ***********************************************************************
 NN0280  DESIGNATION -  U 19
 NN0280  PID         -  NN0280
 NN0280  STATE/COUNTY-  NE/BOYD
 NN0280  COUNTRY     -  US
 NN0280  USGS QUAD   -  SPENCER NORTH (2017)
 NN0280
 NN0280                         *CURRENT SURVEY CONTROL
 NN0280  ______________________________________________________________________
 NN0280* NAD 83(1986) POSITION- 42 53 10.     (N) 098 44 11.     (W)   SCALED
 NN0280* NAVD 88 ORTHO HEIGHT -   518.246 (meters)     1700.28  (feet) ADJUSTED
 NN0280  ______________________________________________________________________
 NN0280  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 NN0280  DYNAMIC HEIGHT  -        518.059 (meters)     1699.67  (feet) COMP
 NN0280  MODELED GRAVITY -    980,245.1   (mgal)                       NAVD 88
 NN0280
 NN0280  VERT ORDER      -  FIRST     CLASS II
 NN0280
 NN0280.The horizontal coordinates were scaled from a map and have
 NN0280.an estimated accuracy of +/- 6 seconds.
 NN0280
 NN0280.The orthometric height was determined by differential leveling and
 NN0280.adjusted by the NATIONAL GEODETIC SURVEY
 NN0280.in June 1991.
 NN0280
 NN0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0280.GEOID18 height accuracy estimate available here.
 NN0280
 NN0280.Click photographs - Photos may exist for this station.
 NN0280
 NN0280.The dynamic height is computed by dividing the NAVD 88
 NN0280.geopotential number by the normal gravity value computed on the
 NN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0280.degrees latitude (g = 980.6199 gals.).
 NN0280
 NN0280.The modeled gravity was interpolated from observed gravity values.
 NN0280
 NN0280;                    North         East    Units  Estimated Accuracy
 NN0280;SPC NE       -   339,720.      603,220.      MT  (+/- 180 meters Scaled)
 NN0280
 NN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN215482(NAD 83)
 NN0280
 NN0280                          SUPERSEDED SURVEY CONTROL
 NN0280
 NN0280  NGVD 29 (??/??/92)  517.970  (m)         1699.37   (f) ADJ UNCH    1 2
 NN0280
 NN0280.Superseded values are not recommended for survey control.
 NN0280
 NN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0280.See file dsdata.pdf to determine how the superseded data were derived.
 NN0280
 NN0280_MARKER: DB = BENCH MARK DISK
 NN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0280_STAMPING: 1699.373 U 19 1933
 NN0280_MARK LOGO: CGS
 NN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0280+STABILITY: SURFACE MOTION
 NN0280
 NN0280  HISTORY     - Date     Condition        Report By
 NN0280  HISTORY     - 1933     MONUMENTED       CGS
 NN0280
 NN0280                          STATION DESCRIPTION
 NN0280
 NN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0280'2.3 MI NW FROM SPENCER.
 NN0280'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM SPENCER, BOYD
 NN0280'COUNTY, 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NN0280'MARIE JACOBY HOUSE IN 1933, 40 FEET SOUTH OF THE CENTER LINE
 NN0280'OF THE HIGHWAY, 12 FEET SOUTHWEST OF A GATE, AND 7 FEET SOUTH OF A
 NN0280'FENCE LINE.  A STANDARD DISK, STAMPED 1699.373 U 19 1933 AND
 NN0280'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NN0280'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0172 ***********************************************************************
 NO0172  DESIGNATION -  U 20
 NO0172  PID         -  NO0172
 NO0172  STATE/COUNTY-  NE/CHERRY
 NO0172  COUNTRY     -  US
 NO0172  USGS QUAD   -  SIMEON (2017)
 NO0172
 NO0172                         *CURRENT SURVEY CONTROL
 NO0172  ______________________________________________________________________
 NO0172* NAD 83(1986) POSITION- 42 35 46.81   (N) 100 44 13.14   (W)   HD_HELD1
 NO0172* NAVD 88 ORTHO HEIGHT -   897.136 (meters)     2943.35  (feet) ADJUSTED
 NO0172  ______________________________________________________________________
 NO0172  GEOID HEIGHT    -        -21.275 (meters)                     GEOID18
 NO0172  DYNAMIC HEIGHT  -        896.723 (meters)     2942.00  (feet) COMP
 NO0172  MODELED GRAVITY -    980,130.4   (mgal)                       NAVD 88
 NO0172
 NO0172  VERT ORDER      -  FIRST     CLASS II
 NO0172
 NO0172.The horizontal coordinates were determined by differentially corrected
 NO0172.hand held GPS observations or other comparable positioning techniques
 NO0172.and have an estimated accuracy of +/- 3 meters.
 NO0172
 NO0172.The orthometric height was determined by differential leveling and
 NO0172.adjusted by the NATIONAL GEODETIC SURVEY
 NO0172.in June 1991.
 NO0172
 NO0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0172.GEOID18 height accuracy estimate available here.
 NO0172
 NO0172.Click photographs - Photos may exist for this station.
 NO0172
 NO0172.The dynamic height is computed by dividing the NAVD 88
 NO0172.geopotential number by the normal gravity value computed on the
 NO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0172.degrees latitude (g = 980.6199 gals.).
 NO0172
 NO0172.The modeled gravity was interpolated from observed gravity values.
 NO0172
 NO0172;                    North         East    Units  Estimated Accuracy
 NO0172;SPC NE       -   307,040.2     439,524.2     MT  (+/- 3 meters HH1 GPS) 
 NO0172
 NO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5749617452(NAD 83)
 NO0172
 NO0172                          SUPERSEDED SURVEY CONTROL
 NO0172
 NO0172  NGVD 29 (02/14/92)  896.820  (m)         2942.32   (f) ADJUSTED    1 2
 NO0172  NGVD 29 (??/??/87)  896.820  (m)         2942.32   (f) SUPERSEDED  1 2
 NO0172
 NO0172.Superseded values are not recommended for survey control.
 NO0172
 NO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0172.See file dsdata.pdf to determine how the superseded data were derived.
 NO0172
 NO0172_MARKER: DB = BENCH MARK DISK
 NO0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0172_STAMPING: U 20 1933 2942.317
 NO0172_MARK LOGO: CGS
 NO0172_PROJECTION: FLUSH
 NO0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0172+STABILITY: SURFACE MOTION
 NO0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0172+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0172
 NO0172  HISTORY     - Date     Condition        Report By
 NO0172  HISTORY     - 1933     MONUMENTED       CGS
 NO0172  HISTORY     - 1934     GOOD             CGS
 NO0172  HISTORY     - 19910804 GOOD             NGS
 NO0172
 NO0172                          STATION DESCRIPTION
 NO0172
 NO0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0172'28.7 MI SW FROM VALENTINE.
 NO0172'1.6 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NO0172'SIMEON, CHERRY COUNTY, ABOUT 500 FEET SOUTHWEST OF A RANCHHOUSE,
 NO0172'100 FEET EAST OF THE ENTRANCE TO THE HENRY FLINAUX RANCH, 48 FEET
 NO0172'NORTH OF THE CENTERLINE OF THE ROAD, 17 FEET NORTH OF A FENCE
 NO0172'CORNER, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED 2942.317
 NO0172'U 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTION
 NO0172'3 INCHES ABOVE GROUND.
 NO0172
 NO0172                          STATION RECOVERY (1991)
 NO0172
 NO0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0172'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0172'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0172'ALONG STATE HIGHWAY SPUR 16B, THENCE 12.2 KM (7.60 MI) WESTERLY ALONG
 NO0172'A PAVED ROAD, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG A DIRT ROAD
 NO0172'LEADING TO THE DICK BALLARD RESIDENCE, 12.2 M (40.0 FT) SOUTH OF THE
 NO0172'CENTER OF A CATTLE GUARD, 11.1 M (36.4 FT) NORTHWEST OF A FENCE, 9.4
 NO0172'M (30.8 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 7.8 M (25.6
 NO0172'FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 NO0172'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 NO0172'DICK BALLARD, HC 37, BOX 32, VALENTINE, NE 69201, TELEPHONE NUMBER
 NO0172'(402) 376-2269.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0055 ***********************************************************************
 LJ0055  DESIGNATION -  U 200
 LJ0055  PID         -  LJ0055
 LJ0055  STATE/COUNTY-  NE/RED WILLOW
 LJ0055  COUNTRY     -  US
 LJ0055  USGS QUAD   -  LEBANON (2017)
 LJ0055
 LJ0055                         *CURRENT SURVEY CONTROL
 LJ0055  ______________________________________________________________________
 LJ0055* NAD 83(1986) POSITION- 40 03 05.     (N) 100 16 21.     (W)   SCALED
 LJ0055* NAVD 88 ORTHO HEIGHT -   728.836 (meters)     2391.19  (feet) ADJUSTED
 LJ0055  ______________________________________________________________________
 LJ0055  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 LJ0055  DYNAMIC HEIGHT  -        728.346 (meters)     2389.58  (feet) COMP
 LJ0055  MODELED GRAVITY -    979,929.3   (mgal)                       NAVD 88
 LJ0055
 LJ0055  VERT ORDER      -  SECOND    CLASS 0
 LJ0055
 LJ0055.The horizontal coordinates were scaled from a map and have
 LJ0055.an estimated accuracy of +/- 6 seconds.
 LJ0055
 LJ0055.The orthometric height was determined by differential leveling and
 LJ0055.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0055.in June 1991.
 LJ0055
 LJ0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0055.GEOID18 height accuracy estimate available here.
 LJ0055
 LJ0055.Click photographs - Photos may exist for this station.
 LJ0055
 LJ0055.The dynamic height is computed by dividing the NAVD 88
 LJ0055.geopotential number by the normal gravity value computed on the
 LJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0055.degrees latitude (g = 980.6199 gals.).
 LJ0055
 LJ0055.The modeled gravity was interpolated from observed gravity values.
 LJ0055
 LJ0055;                    North         East    Units  Estimated Accuracy
 LJ0055;SPC NE       -    24,250.      476,750.      MT  (+/- 180 meters Scaled)
 LJ0055
 LJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK914342(NAD 83)
 LJ0055
 LJ0055                          SUPERSEDED SURVEY CONTROL
 LJ0055
 LJ0055  NGVD 29 (??/??/92)  728.543  (m)         2390.23   (f) ADJ UNCH    2 0
 LJ0055
 LJ0055.Superseded values are not recommended for survey control.
 LJ0055
 LJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0055.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0055
 LJ0055_MARKER: DB = BENCH MARK DISK
 LJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0055_STAMPING: U 200 1934
 LJ0055_MARK LOGO: CGS
 LJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0055+STABILITY: SURFACE MOTION
 LJ0055
 LJ0055  HISTORY     - Date     Condition        Report By
 LJ0055  HISTORY     - 1934     MONUMENTED       CGS
 LJ0055  HISTORY     - 1950     MARK NOT FOUND   CGS
 LJ0055
 LJ0055                          STATION DESCRIPTION
 LJ0055
 LJ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0055'0.4 MI NE FROM LEBANON.
 LJ0055'0.4 MILES NORTHEAST OF BURLINGTON STATION AT LEBANON ABOUT 0.4
 LJ0055'MILE EAST OF BURLINGTON RAILROAD STATION AT LEBANON, 100 FEET
 LJ0055'NORTH OF STATE HIGHWAY 89, 75 FEET SOUTHWEST OF A SWITCH, 50 FEET
 LJ0055'SOUTH OF CENTERLINE OF C.B. AND Q. RR. TRACK, IN FENCE CORNER.
 LJ0055
 LJ0055                          STATION RECOVERY (1950)
 LJ0055
 LJ0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LJ0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0307 ***********************************************************************
 NO0307  DESIGNATION -  U 206
 NO0307  PID         -  NO0307
 NO0307  STATE/COUNTY-  NE/CHERRY
 NO0307  COUNTRY     -  US
 NO0307  USGS QUAD   -  MERRIMAN NE (2017)
 NO0307
 NO0307                         *CURRENT SURVEY CONTROL
 NO0307  ______________________________________________________________________
 NO0307* NAD 83(1986) POSITION- 42 56 08.     (N) 101 36 35.     (W)   SCALED
 NO0307* NAVD 88 ORTHO HEIGHT -   979.903 (meters)     3214.90  (feet) ADJUSTED
 NO0307  ______________________________________________________________________
 NO0307  GEOID HEIGHT    -        -19.502 (meters)                     GEOID18
 NO0307  DYNAMIC HEIGHT  -        979.483 (meters)     3213.52  (feet) COMP
 NO0307  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 NO0307
 NO0307  VERT ORDER      -  FIRST     CLASS II
 NO0307
 NO0307.The horizontal coordinates were scaled from a map and have
 NO0307.an estimated accuracy of +/- 6 seconds.
 NO0307
 NO0307.The orthometric height was determined by differential leveling and
 NO0307.adjusted by the NATIONAL GEODETIC SURVEY
 NO0307.in June 1991.
 NO0307
 NO0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0307.GEOID18 height accuracy estimate available here.
 NO0307
 NO0307.Click photographs - Photos may exist for this station.
 NO0307
 NO0307.The dynamic height is computed by dividing the NAVD 88
 NO0307.geopotential number by the normal gravity value computed on the
 NO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0307.degrees latitude (g = 980.6199 gals.).
 NO0307
 NO0307.The modeled gravity was interpolated from observed gravity values.
 NO0307
 NO0307;                    North         East    Units  Estimated Accuracy
 NO0307;SPC NE       -   345,690.      368,620.      MT  (+/- 180 meters Scaled)
 NO0307
 NO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN870569(NAD 83)
 NO0307
 NO0307                          SUPERSEDED SURVEY CONTROL
 NO0307
 NO0307  NGVD 29 (??/??/92)  979.500  (m)         3213.58   (f) ADJ UNCH    1 2
 NO0307
 NO0307.Superseded values are not recommended for survey control.
 NO0307
 NO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0307.See file dsdata.pdf to determine how the superseded data were derived.
 NO0307
 NO0307_MARKER: DB = BENCH MARK DISK
 NO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0307_STAMPING: U 206 1938
 NO0307_MARK LOGO: CGS
 NO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0307+STABILITY: SURFACE MOTION
 NO0307
 NO0307  HISTORY     - Date     Condition        Report By
 NO0307  HISTORY     - 1938     MONUMENTED       CGS
 NO0307  HISTORY     - 1957     GOOD             CGS
 NO0307
 NO0307                          STATION DESCRIPTION
 NO0307
 NO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0307'4.8 MI E FROM MERRIMAN.
 NO0307'ABOUT 4.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0307'FROM THE STATION AT MERRIMAN, IN SECTION 7, T. 34 N., R. 36 W.,
 NO0307'45 FEET EAST-NORTHEAST OF THE 11TH POLE WEST OF MILEPOST 327, 47
 NO0307'FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 54 FEET SOUTHEAST OF THE
 NO0307'CENTER OF THE CROSSING OF A PRIVATE ROAD, AT THE CENTER OF THE
 NO0307'NORTHEAST END OF CATTLEGUARD ON PRIVATE ROAD, 4 FEET WEST OF A
 NO0307'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND IN
 NO0307'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0296 ***********************************************************************
 LG0296  DESIGNATION -  U 207
 LG0296  PID         -  LG0296
 LG0296  STATE/COUNTY-  NE/LANCASTER
 LG0296  COUNTRY     -  US
 LG0296  USGS QUAD   -  BENNET (2017)
 LG0296
 LG0296                         *CURRENT SURVEY CONTROL
 LG0296  ______________________________________________________________________
 LG0296* NAD 83(1986) POSITION- 40 43 51.     (N) 096 36 21.     (W)   SCALED
 LG0296* NAVD 88 ORTHO HEIGHT -   420.927 (meters)     1380.99  (feet) ADJUSTED
 LG0296  ______________________________________________________________________
 LG0296  GEOID HEIGHT    -        -25.870 (meters)                     GEOID18
 LG0296  DYNAMIC HEIGHT  -        420.744 (meters)     1380.39  (feet) COMP
 LG0296  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 LG0296
 LG0296  VERT ORDER      -  FIRST     CLASS II
 LG0296
 LG0296.The horizontal coordinates were scaled from a map and have
 LG0296.an estimated accuracy of +/- 6 seconds.
 LG0296
 LG0296.The orthometric height was determined by differential leveling and
 LG0296.adjusted by the NATIONAL GEODETIC SURVEY
 LG0296.in June 1991.
 LG0296
 LG0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0296.GEOID18 height accuracy estimate available here.
 LG0296
 LG0296.Click photographs - Photos may exist for this station.
 LG0296
 LG0296.The dynamic height is computed by dividing the NAVD 88
 LG0296.geopotential number by the normal gravity value computed on the
 LG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0296.degrees latitude (g = 980.6199 gals.).
 LG0296
 LG0296.The modeled gravity was interpolated from observed gravity values.
 LG0296
 LG0296;                    North         East    Units  Estimated Accuracy
 LG0296;SPC NE       -   105,270.      786,580.      MT  (+/- 180 meters Scaled)
 LG0296
 LG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL021116(NAD 83)
 LG0296
 LG0296                          SUPERSEDED SURVEY CONTROL
 LG0296
 LG0296  NGVD 29 (??/??/92)  420.823  (m)         1380.65   (f) ADJ UNCH    1 2
 LG0296
 LG0296.Superseded values are not recommended for survey control.
 LG0296
 LG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0296.See file dsdata.pdf to determine how the superseded data were derived.
 LG0296
 LG0296_MARKER: DB = BENCH MARK DISK
 LG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0296_STAMPING: U 207 1940
 LG0296_MARK LOGO: CGS
 LG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0296+STABILITY: SURFACE MOTION
 LG0296
 LG0296  HISTORY     - Date     Condition        Report By
 LG0296  HISTORY     - 1940     MONUMENTED       CGS
 LG0296  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0296  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0296
 LG0296                          STATION DESCRIPTION
 LG0296
 LG0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0296'0.9 MI NW FROM CHENEY.
 LG0296'0.9 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0296'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, AT
 LG0296'MILEAGE 53.25, AT THE CROSSING OF A NORTH-AND-SOUTH SECTION-LINE
 LG0296'ROAD, 45 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 42 FEET
 LG0296'EAST OF THE CENTERLINE OF THE ROAD, 22 FEET SOUTH OF THE
 LG0296'CENTERLINE OF THE TRACK, AND 3 FEET EAST OF A WHITE WOODEN
 LG0296'WITNESS POST.  A STANDARD DISK, STAMPED U 207 1940 AND SET
 LG0296'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0296
 LG0296                          STATION RECOVERY (1990)
 LG0296
 LG0296'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0296'MARK NOT FOUND.
 LG0296
 LG0296                          STATION RECOVERY (1991)
 LG0296
 LG0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0296'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9073 ***********************************************************************
 DG9073  DESIGNATION -  U 207 RESET
 DG9073  PID         -  DG9073
 DG9073  STATE/COUNTY-  NE/LANCASTER
 DG9073  COUNTRY     -  US
 DG9073  USGS QUAD   -  BENNET (2017)
 DG9073
 DG9073                         *CURRENT SURVEY CONTROL
 DG9073  ______________________________________________________________________
 DG9073* NAD 83(1986) POSITION- 40 44 11.     (N) 096 36 22.     (W)   SCALED
 DG9073* NAVD 88 ORTHO HEIGHT -   420.33  (meters)     1379.0   (feet) RESET
 DG9073  ______________________________________________________________________
 DG9073  GEOID HEIGHT    -        -25.864 (meters)                     GEOID18
 DG9073  VERT ORDER      -  THIRD
 DG9073
 DG9073.The horizontal coordinates were scaled from a map and have
 DG9073.an estimated accuracy of +/- 6 seconds.
 DG9073
 DG9073.The orthometric height was computed from unverified reset data.
 DG9073
 DG9073.No vertical observational check was made to the station.
 DG9073
 DG9073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9073.GEOID18 height accuracy estimate available here.
 DG9073
 DG9073.Click photographs - Photos may exist for this station.
 DG9073
 DG9073;                    North         East    Units  Estimated Accuracy
 DG9073;SPC NE       -   105,890.      786,530.      MT  (+/- 180 meters Scaled)
 DG9073
 DG9073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL021122(NAD 83)
 DG9073
 DG9073                          SUPERSEDED SURVEY CONTROL
 DG9073
 DG9073.No superseded survey control is available for this station.
 DG9073
 DG9073_MARKER: DV = VERTICAL CONTROL DISK
 DG9073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9073_STAMPING: U 207 RESET 2004
 DG9073_MARK LOGO: NGS
 DG9073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9073+STABILITY: SURFACE MOTION
 DG9073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9073+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 DG9073
 DG9073  HISTORY     - Date     Condition        Report By
 DG9073  HISTORY     - 2004     MONUMENTED       NEDR
 DG9073  HISTORY     - 20120305 GOOD             NEDR
 DG9073
 DG9073                          STATION DESCRIPTION
 DG9073
 DG9073'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9073'NEAREST TOWN LINCOLN/CHENEY.  FROM 84TH AND HIGHWAY 2 INTERSECTION, GO
 DG9073'SOUTH ON 84TH STREET APPROXIMATELY 0.3 MILE (0.5 KM) TO OPPD RAILROAD
 DG9073'TRACK TO BM ON WEST SIDE OF 84TH STREET.  FROM 84TH AND YANKEE HILL
 DG9073'ROAD GO NORTH 0.3 MILE (0.5 KM) TO BENCHMARK.  45.33 FEET (13.82 M)
 DG9073'NORTH TO SOUTH RAIL OPPD RAILROAD TRACK.  9.42 FEET (2.87 M) EAST
 DG9073'SOSUTHEAST TO TOP STEEL ROW FENCE POST WITH WIRE FLAG.  1.90 FEET
 DG9073'(0.58 M) SOUTH TO BOTTOM OF ORANGE FIBERGLASS WITNESS SIGN IN RAILROAD
 DG9073'ROW FENCE.  10.82 FEET (3.30 M) WEST TO TOP STEEL ROW FENCE POST WITH
 DG9073'WIRE FLAG.
 DG9073
 DG9073                          STATION RECOVERY (2012)
 DG9073
 DG9073'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (LB)
 DG9073'THE SCALED NAD 83 VALUE SHOULD BE 40 43 50 N 096 36 24 W. THE VALUE ON
 DG9073'IT NOW PUTS IT ABOUT 2,000' TO THE NORTH OF WHERE IT SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0320 ***********************************************************************
 LG0320  DESIGNATION -  U 208
 LG0320  PID         -  LG0320
 LG0320  STATE/COUNTY-  NE/LANCASTER
 LG0320  COUNTRY     -  US
 LG0320  USGS QUAD   -  EMERALD (2017)
 LG0320
 LG0320                         *CURRENT SURVEY CONTROL
 LG0320  ______________________________________________________________________
 LG0320* NAD 83(1986) POSITION- 40 46 01.     (N) 096 48 55.     (W)   SCALED
 LG0320* NAVD 88 ORTHO HEIGHT -   363.758 (meters)     1193.43  (feet) ADJUSTED
 LG0320  ______________________________________________________________________
 LG0320  GEOID HEIGHT    -        -26.250 (meters)                     GEOID18
 LG0320  DYNAMIC HEIGHT  -        363.590 (meters)     1192.88  (feet) COMP
 LG0320  MODELED GRAVITY -    980,150.4   (mgal)                       NAVD 88
 LG0320
 LG0320  VERT ORDER      -  FIRST     CLASS II
 LG0320
 LG0320.The horizontal coordinates were scaled from a map and have
 LG0320.an estimated accuracy of +/- 6 seconds.
 LG0320
 LG0320.The orthometric height was determined by differential leveling and
 LG0320.adjusted by the NATIONAL GEODETIC SURVEY
 LG0320.in June 1991.
 LG0320
 LG0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0320.GEOID18 height accuracy estimate available here.
 LG0320
 LG0320.Click photographs - Photos may exist for this station.
 LG0320
 LG0320.The dynamic height is computed by dividing the NAVD 88
 LG0320.geopotential number by the normal gravity value computed on the
 LG0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0320.degrees latitude (g = 980.6199 gals.).
 LG0320
 LG0320.The modeled gravity was interpolated from observed gravity values.
 LG0320
 LG0320;                    North         East    Units  Estimated Accuracy
 LG0320;SPC NE       -   108,610.      768,760.      MT  (+/- 180 meters Scaled)
 LG0320
 LG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL843151(NAD 83)
 LG0320
 LG0320                          SUPERSEDED SURVEY CONTROL
 LG0320
 LG0320  NGVD 29 (??/??/92)  363.646  (m)         1193.06   (f) ADJ UNCH    1 2
 LG0320
 LG0320.Superseded values are not recommended for survey control.
 LG0320
 LG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0320.See file dsdata.pdf to determine how the superseded data were derived.
 LG0320
 LG0320_MARKER: DB = BENCH MARK DISK
 LG0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0320_STAMPING: U 208 1940
 LG0320_MARK LOGO: CGS
 LG0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0320+STABILITY: SURFACE MOTION
 LG0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0320+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 LG0320
 LG0320  HISTORY     - Date     Condition        Report By
 LG0320  HISTORY     - 1940     MONUMENTED       CGS
 LG0320  HISTORY     - 19911022 GOOD             NGS
 LG0320  HISTORY     - 20070606 GOOD             NEDR
 LG0320
 LG0320                          STATION DESCRIPTION
 LG0320
 LG0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0320'3 MI NE FROM DENTON.
 LG0320'3.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0320'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, AT THE
 LG0320'CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 102 FEET SOUTHEAST OF THE
 LG0320'CENTER OF THE CROSSING, 95 FEET SOUTH OF THE CENTERLINE OF THE
 LG0320'TRACK, 47 FEET EAST OF THE CENTERLINE OF THE ROAD, 19 FEET
 LG0320'SOUTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 3 FEET
 LG0320'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0320'U 208 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0320'0.5 FOOT ABOVE GROUND.
 LG0320
 LG0320                          STATION RECOVERY (1991)
 LG0320
 LG0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0320'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0320'U.S. HIGHWAY 77 IN LINCOLN, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 LG0320'VAN DORN STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG WEST VAN DORN
 LG0320'STREET, THENCE 6.9 KM (4.30 MI) SOUTHWESTERLY ALONG THE BURLINGTON
 LG0320'NORTHERN RAILROAD, 28.0 M (91.9 FT) SOUTH OF THE NEAR RAIL, 15.0 M
 LG0320'(49.2 FT) EAST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 7.2 M
 LG0320'(23.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT)
 LG0320'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.3 M
 LG0320'(1.0 FT) ABOVE THE GROUND SURFACE.
 LG0320
 LG0320                          STATION RECOVERY (2007)
 LG0320
 LG0320'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (LB)
 LG0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0432 ***********************************************************************
 LG0432  DESIGNATION -  U 209
 LG0432  PID         -  LG0432
 LG0432  STATE/COUNTY-  NE/SALINE
 LG0432  COUNTRY     -  US
 LG0432  USGS QUAD   -  DORCHESTER NW (2017)
 LG0432
 LG0432                         *CURRENT SURVEY CONTROL
 LG0432  ______________________________________________________________________
 LG0432* NAD 83(1986) POSITION- 40 39 27.     (N) 097 14 29.     (W)   SCALED
 LG0432* NAVD 88 ORTHO HEIGHT -   471.750 (meters)     1547.73  (feet) ADJUSTED
 LG0432  ______________________________________________________________________
 LG0432  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 LG0432  DYNAMIC HEIGHT  -        471.491 (meters)     1546.88  (feet) COMP
 LG0432  MODELED GRAVITY -    980,060.3   (mgal)                       NAVD 88
 LG0432
 LG0432  VERT ORDER      -  FIRST     CLASS II
 LG0432
 LG0432.The horizontal coordinates were scaled from a map and have
 LG0432.an estimated accuracy of +/- 6 seconds.
 LG0432
 LG0432.The orthometric height was determined by differential leveling and
 LG0432.adjusted by the NATIONAL GEODETIC SURVEY
 LG0432.in June 1991.
 LG0432
 LG0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0432.GEOID18 height accuracy estimate available here.
 LG0432
 LG0432.Click photographs - Photos may exist for this station.
 LG0432
 LG0432.The dynamic height is computed by dividing the NAVD 88
 LG0432.geopotential number by the normal gravity value computed on the
 LG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0432.degrees latitude (g = 980.6199 gals.).
 LG0432
 LG0432.The modeled gravity was interpolated from observed gravity values.
 LG0432
 LG0432;                    North         East    Units  Estimated Accuracy
 LG0432;SPC NE       -    95,230.      733,200.      MT  (+/- 180 meters Scaled)
 LG0432
 LG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL486022(NAD 83)
 LG0432
 LG0432                          SUPERSEDED SURVEY CONTROL
 LG0432
 LG0432  NGVD 29 (??/??/92)  471.585  (m)         1547.19   (f) ADJ UNCH    1 2
 LG0432
 LG0432.Superseded values are not recommended for survey control.
 LG0432
 LG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0432.See file dsdata.pdf to determine how the superseded data were derived.
 LG0432
 LG0432_MARKER: DB = BENCH MARK DISK
 LG0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0432_STAMPING: U 209 1940
 LG0432_MARK LOGO: CGS
 LG0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0432+STABILITY: SURFACE MOTION
 LG0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0432+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0432
 LG0432  HISTORY     - Date     Condition        Report By
 LG0432  HISTORY     - 1940     MONUMENTED       CGS
 LG0432  HISTORY     - 19911009 GOOD             NGS
 LG0432
 LG0432                          STATION DESCRIPTION
 LG0432
 LG0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0432'2.4 MI E FROM FRIEND.
 LG0432'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0432'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.2 MILE WEST OF A
 LG0432'ROAD CROSSING, 95 FEET SOUTHEAST OF A WHISTLE POST, AT A FARM-ROAD
 LG0432'CROSSING, 60 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 53
 LG0432'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 5.5 FEET WEST OF A
 LG0432'POLE WITH TWO GUY WIRES, AND 2.4 FEET EAST OF A WHITE WOODEN
 LG0432'WITNESS POST.  A STANDARD DISK, STAMPED U 209 1940 AND SET IN
 LG0432'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0432
 LG0432                          STATION RECOVERY (1991)
 LG0432
 LG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0432'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0432'IN CRETE, THENCE 5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0432'THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG COUNTY ROAD 800, THENCE 0.4
 LG0432'KM (0.25 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 18.8 M
 LG0432'(61.7 FT) SOUTHEAST OF THE CENTER OF A ROAD, 15.4 M (50.5 FT) SOUTH
 LG0432'OF THE NEAR RAIL, 2.6 M (8.5 FT) WEST OF A UTILITY POLE, 1.0 M (3.3
 LG0432'FT) BELOW THE LEVEL OF THE TRACK, 0.2 M (0.7 FT) NORTH OF A WITNESS
 LG0432'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0432'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0244 ***********************************************************************
 NO0244  DESIGNATION -  U 21
 NO0244  PID         -  NO0244
 NO0244  STATE/COUNTY-  NE/CHERRY
 NO0244  COUNTRY     -  US
 NO0244  USGS QUAD   -  MULLEN NE (2017)
 NO0244
 NO0244                         *CURRENT SURVEY CONTROL
 NO0244  ______________________________________________________________________
 NO0244* NAD 83(1986) POSITION- 42 08 04.     (N) 101 02 03.     (W)   SCALED
 NO0244* NAVD 88 ORTHO HEIGHT -   989.334 (meters)     3245.84  (feet) ADJUSTED
 NO0244  ______________________________________________________________________
 NO0244  GEOID HEIGHT    -        -20.677 (meters)                     GEOID18
 NO0244  DYNAMIC HEIGHT  -        988.814 (meters)     3244.13  (feet) COMP
 NO0244  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 NO0244
 NO0244  VERT ORDER      -  FIRST     CLASS II
 NO0244
 NO0244.The horizontal coordinates were scaled from a map and have
 NO0244.an estimated accuracy of +/- 6 seconds.
 NO0244
 NO0244.The orthometric height was determined by differential leveling and
 NO0244.adjusted by the NATIONAL GEODETIC SURVEY
 NO0244.in June 1991.
 NO0244
 NO0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0244.GEOID18 height accuracy estimate available here.
 NO0244
 NO0244.Click photographs - Photos may exist for this station.
 NO0244
 NO0244.The dynamic height is computed by dividing the NAVD 88
 NO0244.geopotential number by the normal gravity value computed on the
 NO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0244.degrees latitude (g = 980.6199 gals.).
 NO0244
 NO0244.The modeled gravity was interpolated from observed gravity values.
 NO0244
 NO0244;                    North         East    Units  Estimated Accuracy
 NO0244;SPC NE       -   256,000.      414,530.      MT  (+/- 180 meters Scaled)
 NO0244
 NO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM318667(NAD 83)
 NO0244
 NO0244                          SUPERSEDED SURVEY CONTROL
 NO0244
 NO0244  NGVD 29 (??/??/92)  988.987  (m)         3244.70   (f) ADJ UNCH    1 2
 NO0244
 NO0244.Superseded values are not recommended for survey control.
 NO0244
 NO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0244.See file dsdata.pdf to determine how the superseded data were derived.
 NO0244
 NO0244_MARKER: DB = BENCH MARK DISK
 NO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0244_STAMPING: 3244.701 U 21 1933
 NO0244_MARK LOGO: CGS
 NO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0244+STABILITY: SURFACE MOTION
 NO0244
 NO0244  HISTORY     - Date     Condition        Report By
 NO0244  HISTORY     - 1933     MONUMENTED       CGS
 NO0244  HISTORY     - 1934     GOOD             CGS
 NO0244
 NO0244                          STATION DESCRIPTION
 NO0244
 NO0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0244'6.2 MI N FROM MULLEN.
 NO0244'IN CHERRY COUNTY, 6.2 MILES NORTH ALONG A PAVED ROAD FROM
 NO0244'MULLEN, HOOKER COUNTY, 3.8 MILES SOUTH OF CHERRY SCHOOL, 0.4
 NO0244'MILE EAST OF REIGLE SCHOOL, AT A ROAD INTERSECTION, 125 FEET
 NO0244'WEST OF THE MAIN ROAD, 92 FEET NORTH OF THE ROAD LEADING TO
 NO0244'REIGLE SCHOOL, AND 86 FEET SOUTH OF A SECTION-LINE FENCE.  A
 NO0244'STANDARD DISK, STAMPED 3244.701 U 21 1933 AND SET IN THE TOP
 NO0244'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 NO0244
 NO0244                          STATION RECOVERY (1934)
 NO0244
 NO0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1399 ***********************************************************************
 MK1399  DESIGNATION -  U 210
 MK1399  PID         -  MK1399
 MK1399  STATE/COUNTY-  NE/PLATTE
 MK1399  COUNTRY     -  US
 MK1399  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1399
 MK1399                         *CURRENT SURVEY CONTROL
 MK1399  ______________________________________________________________________
 MK1399* NAD 83(1986) POSITION- 41 21 23.     (N) 097 34 10.     (W)   SCALED
 MK1399* NAVD 88 ORTHO HEIGHT -   460.898 (meters)     1512.13  (feet) ADJUSTED
 MK1399  ______________________________________________________________________
 MK1399  GEOID HEIGHT    -        -25.341 (meters)                     GEOID18
 MK1399  DYNAMIC HEIGHT  -        460.689 (meters)     1511.44  (feet) COMP
 MK1399  MODELED GRAVITY -    980,155.9   (mgal)                       NAVD 88
 MK1399
 MK1399  VERT ORDER      -  FIRST     CLASS II
 MK1399
 MK1399.The horizontal coordinates were scaled from a map and have
 MK1399.an estimated accuracy of +/- 6 seconds.
 MK1399
 MK1399.The orthometric height was determined by differential leveling and
 MK1399.adjusted by the NATIONAL GEODETIC SURVEY
 MK1399.in June 1991.
 MK1399
 MK1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1399.GEOID18 height accuracy estimate available here.
 MK1399
 MK1399.Click photographs - Photos may exist for this station.
 MK1399
 MK1399.The dynamic height is computed by dividing the NAVD 88
 MK1399.geopotential number by the normal gravity value computed on the
 MK1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1399.degrees latitude (g = 980.6199 gals.).
 MK1399
 MK1399.The modeled gravity was interpolated from observed gravity values.
 MK1399
 MK1399;                    North         East    Units  Estimated Accuracy
 MK1399;SPC NE       -   171,960.      703,290.      MT  (+/- 180 meters Scaled)
 MK1399
 MK1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL196793(NAD 83)
 MK1399
 MK1399                          SUPERSEDED SURVEY CONTROL
 MK1399
 MK1399  NGVD 29 (??/??/92)  460.704  (m)         1511.49   (f) ADJ UNCH    1 2
 MK1399
 MK1399.Superseded values are not recommended for survey control.
 MK1399
 MK1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1399.See file dsdata.pdf to determine how the superseded data were derived.
 MK1399
 MK1399_MARKER: DB = BENCH MARK DISK
 MK1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1399_STAMPING: U 210 1940
 MK1399_MARK LOGO: CGS
 MK1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1399+STABILITY: SURFACE MOTION
 MK1399
 MK1399  HISTORY     - Date     Condition        Report By
 MK1399  HISTORY     - 1940     MONUMENTED       CGS
 MK1399
 MK1399                          STATION DESCRIPTION
 MK1399
 MK1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1399'4.5 MI SW FROM DUNCAN.
 MK1399'4.5 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1399'DUNCAN.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1399'RR., 300 FEET SOUTHWEST OF DISTRICT SCHOOL NO. 8, 140 FEET
 MK1399'NORTHEAST OF BLOCK SIGNAL NO. 967, 79 FEET NORTH OF CENTERLINE
 MK1399'OF NORTH MAIN TRACK, 36 FEET SOUTH OF CENTERLINE OF GRAVEL ROAD
 MK1399'WHICH RUNS PARALLEL WITH TRACK, 2.6 FEET EAST OF 4 X 4 INCH
 MK1399'WHITE WOODEN POST PROJECTING 1.5 FEET.  MONUMENT PROJECTS 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1375 ***********************************************************************
 MK1375  DESIGNATION -  U 211
 MK1375  PID         -  MK1375
 MK1375  STATE/COUNTY-  NE/MERRICK
 MK1375  COUNTRY     -  US
 MK1375  USGS QUAD   -  CLARKS (2017)
 MK1375
 MK1375                         *CURRENT SURVEY CONTROL
 MK1375  ______________________________________________________________________
 MK1375* NAD 83(1986) POSITION- 41 11 50.     (N) 097 52 02.     (W)   SCALED
 MK1375* NAVD 88 ORTHO HEIGHT -   498.848 (meters)     1636.64  (feet) ADJUSTED
 MK1375  ______________________________________________________________________
 MK1375  GEOID HEIGHT    -        -25.306 (meters)                     GEOID18
 MK1375  DYNAMIC HEIGHT  -        498.608 (meters)     1635.85  (feet) COMP
 MK1375  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 MK1375
 MK1375  VERT ORDER      -  FIRST     CLASS II
 MK1375
 MK1375.The horizontal coordinates were scaled from a map and have
 MK1375.an estimated accuracy of +/- 6 seconds.
 MK1375
 MK1375.The orthometric height was determined by differential leveling and
 MK1375.adjusted by the NATIONAL GEODETIC SURVEY
 MK1375.in June 1991.
 MK1375
 MK1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1375.GEOID18 height accuracy estimate available here.
 MK1375
 MK1375.Click photographs - Photos may exist for this station.
 MK1375
 MK1375.The dynamic height is computed by dividing the NAVD 88
 MK1375.geopotential number by the normal gravity value computed on the
 MK1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1375.degrees latitude (g = 980.6199 gals.).
 MK1375
 MK1375.The modeled gravity was interpolated from observed gravity values.
 MK1375
 MK1375;                    North         East    Units  Estimated Accuracy
 MK1375;SPC NE       -   153,630.      678,830.      MT  (+/- 180 meters Scaled)
 MK1375
 MK1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL949612(NAD 83)
 MK1375
 MK1375                          SUPERSEDED SURVEY CONTROL
 MK1375
 MK1375  NGVD 29 (??/??/92)  498.637  (m)         1635.94   (f) ADJ UNCH    1 2
 MK1375
 MK1375.Superseded values are not recommended for survey control.
 MK1375
 MK1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1375.See file dsdata.pdf to determine how the superseded data were derived.
 MK1375
 MK1375_MARKER: DB = BENCH MARK DISK
 MK1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1375_STAMPING: U 211 1940
 MK1375_MARK LOGO: CGS
 MK1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1375+STABILITY: SURFACE MOTION
 MK1375
 MK1375  HISTORY     - Date     Condition        Report By
 MK1375  HISTORY     - 1940     MONUMENTED       CGS
 MK1375  HISTORY     - 1950     GOOD             CGS
 MK1375
 MK1375                          STATION DESCRIPTION
 MK1375
 MK1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1375'2.2 MI SW FROM CLARKS.
 MK1375'2.2 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1375'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 90
 MK1375'FEET SOUTHWEST OF CENTER OF INTERSECTION OF NORTH-SOUTH ROAD AND
 MK1375'SOUTH MAIN TRACK, 40 FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK,
 MK1375'23.5 FEET WEST OF WEST END OF CONCRETE PIPE CULVERT WHICH RUNS
 MK1375'UNDER NORTH-SOUTH ROAD, 7.4 FEET WEST OF TELEGRAPH POLE, 3.0
 MK1375'FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET,
 MK1375'IN LINE WITH ROW OF TELEGRAPH POLES.  MONUMENT PROJECTS 0.5 FOOT.
 MK1375
 MK1375                          STATION RECOVERY (1950)
 MK1375
 MK1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1147 ***********************************************************************
 MK1147  DESIGNATION -  U 212
 MK1147  PID         -  MK1147
 MK1147  STATE/COUNTY-  NE/MADISON
 MK1147  COUNTRY     -  US
 MK1147  USGS QUAD   -  ENOLA (2017)
 MK1147
 MK1147                         *CURRENT SURVEY CONTROL
 MK1147  ______________________________________________________________________
 MK1147* NAD 83(1986) POSITION- 41 53 14.07   (N) 097 27 40.90   (W)   HD_HELD1
 MK1147* NAVD 88 ORTHO HEIGHT -   509.451 (meters)     1671.42  (feet) ADJUSTED
 MK1147  ______________________________________________________________________
 MK1147  GEOID HEIGHT    -        -24.635 (meters)                     GEOID18
 MK1147  DYNAMIC HEIGHT  -        509.247 (meters)     1670.75  (feet) COMP
 MK1147  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 MK1147
 MK1147  VERT ORDER      -  FIRST     CLASS II
 MK1147
 MK1147.The horizontal coordinates were determined by differentially corrected
 MK1147.hand held GPS observations or other comparable positioning techniques
 MK1147.and have an estimated accuracy of +/- 3 meters.
 MK1147
 MK1147.The orthometric height was determined by differential leveling and
 MK1147.adjusted by the NATIONAL GEODETIC SURVEY
 MK1147.in June 1991.
 MK1147
 MK1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1147.GEOID18 height accuracy estimate available here.
 MK1147
 MK1147.Click photographs - Photos may exist for this station.
 MK1147
 MK1147.The dynamic height is computed by dividing the NAVD 88
 MK1147.geopotential number by the normal gravity value computed on the
 MK1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1147.degrees latitude (g = 980.6199 gals.).
 MK1147
 MK1147.The modeled gravity was interpolated from observed gravity values.
 MK1147
 MK1147;                    North         East    Units  Estimated Accuracy
 MK1147;SPC NE       -   231,129.7     710,601.5     MT  (+/- 3 meters HH1 GPS) 
 MK1147
 MK1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2765238401(NAD 83)
 MK1147
 MK1147                          SUPERSEDED SURVEY CONTROL
 MK1147
 MK1147  NGVD 29 (??/??/92)  509.267  (m)         1670.82   (f) ADJ UNCH    1 2
 MK1147
 MK1147.Superseded values are not recommended for survey control.
 MK1147
 MK1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1147.See file dsdata.pdf to determine how the superseded data were derived.
 MK1147
 MK1147_MARKER: DB = BENCH MARK DISK
 MK1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1147_STAMPING: U 212 1940
 MK1147_MARK LOGO: CGS
 MK1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1147+STABILITY: SURFACE MOTION
 MK1147
 MK1147  HISTORY     - Date     Condition        Report By
 MK1147  HISTORY     - 1940     MONUMENTED       CGS
 MK1147
 MK1147                          STATION DESCRIPTION
 MK1147
 MK1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1147'1.5 MI S FROM ENOLA.
 MK1147'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 140
 MK1147'FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF EAST-WEST DIRT ROAD
 MK1147'AND TRACK, 46 FEET WEST OF CENTERLINE OF TRACK, 3.6 FEET EAST
 MK1147'OF RIGHT-OF-WAY FENCE, 2.4 FEET NORTH OF 4 X 4 INCH WHITE WOODEN
 MK1147'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1142 ***********************************************************************
 NM1142  DESIGNATION -  U 213
 NM1142  PID         -  NM1142
 NM1142  STATE/COUNTY-  NE/PIERCE
 NM1142  COUNTRY     -  US
 NM1142  USGS QUAD   -  NORFOLK (2017)
 NM1142
 NM1142                         *CURRENT SURVEY CONTROL
 NM1142  ______________________________________________________________________
 NM1142* NAD 83(1986) POSITION- 42 05 19.     (N) 097 26 29.     (W)   SCALED
 NM1142* NAVD 88 ORTHO HEIGHT -   470.435 (meters)     1543.42  (feet) ADJUSTED
 NM1142  ______________________________________________________________________
 NM1142  GEOID HEIGHT    -        -24.852 (meters)                     GEOID18
 NM1142  DYNAMIC HEIGHT  -        470.251 (meters)     1542.82  (feet) COMP
 NM1142  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 NM1142
 NM1142  VERT ORDER      -  FIRST     CLASS II
 NM1142
 NM1142.The horizontal coordinates were scaled from a map and have
 NM1142.an estimated accuracy of +/- 6 seconds.
 NM1142
 NM1142.The orthometric height was determined by differential leveling and
 NM1142.adjusted by the NATIONAL GEODETIC SURVEY
 NM1142.in June 1991.
 NM1142
 NM1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1142.GEOID18 height accuracy estimate available here.
 NM1142
 NM1142.Click photographs - Photos may exist for this station.
 NM1142
 NM1142.The dynamic height is computed by dividing the NAVD 88
 NM1142.geopotential number by the normal gravity value computed on the
 NM1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1142.degrees latitude (g = 980.6199 gals.).
 NM1142
 NM1142.The modeled gravity was interpolated from observed gravity values.
 NM1142
 NM1142;                    North         East    Units  Estimated Accuracy
 NM1142;SPC NE       -   253,530.      711,600.      MT  (+/- 180 meters Scaled)
 NM1142
 NM1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM289607(NAD 83)
 NM1142
 NM1142                          SUPERSEDED SURVEY CONTROL
 NM1142
 NM1142  NGVD 29 (??/??/92)  470.255  (m)         1542.83   (f) ADJ UNCH    1 2
 NM1142
 NM1142.Superseded values are not recommended for survey control.
 NM1142
 NM1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1142.See file dsdata.pdf to determine how the superseded data were derived.
 NM1142
 NM1142_MARKER: DB = BENCH MARK DISK
 NM1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1142_STAMPING: U 213 1940
 NM1142_MARK LOGO: CGS
 NM1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1142+STABILITY: SURFACE MOTION
 NM1142
 NM1142  HISTORY     - Date     Condition        Report By
 NM1142  HISTORY     - 1940     MONUMENTED       CGS
 NM1142  HISTORY     - 1963     MARK NOT FOUND   CGS
 NM1142
 NM1142                          STATION DESCRIPTION
 NM1142
 NM1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1142'1.2 MI SE FROM HADAR.
 NM1142'1.2 MI SE ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1142'STATION AT HADAR, PIERCE COUNTY, AT A FARM-ROAD CROSSING,
 NM1142'55 FT SW OF THE CENTER OF THE CROSSING, 48.5 FT W OF THE CENTERLINE
 NM1142'OF THE TRACK, 17 FT S OF THE CENTER OF A GATE IN THE
 NM1142'RIGHT-OF-WAY FENCE, 1.5 FT E OF THE FENCE, AND 3 FT N OF A
 NM1142'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 213 1940
 NM1142'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM1142'GROUND.
 NM1142
 NM1142                          STATION RECOVERY (1963)
 NM1142
 NM1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NM1142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0180 ***********************************************************************
 NP0180  DESIGNATION -  U 214
 NP0180  PID         -  NP0180
 NP0180  STATE/COUNTY-  NE/SHERIDAN
 NP0180  COUNTRY     -  US
 NP0180  USGS QUAD   -  ANTIOCH (2017)
 NP0180
 NP0180                         *CURRENT SURVEY CONTROL
 NP0180  ______________________________________________________________________
 NP0180* NAD 83(1986) POSITION- 42 04 08.63   (N) 102 33 47.18   (W)   HD_HELD1
 NP0180* NAVD 88 ORTHO HEIGHT -  1182.358 (meters)     3879.12  (feet) ADJUSTED
 NP0180  ______________________________________________________________________
 NP0180  GEOID HEIGHT    -        -18.827 (meters)                     GEOID18
 NP0180  DYNAMIC HEIGHT  -       1181.677 (meters)     3876.89  (feet) COMP
 NP0180  MODELED GRAVITY -    980,005.1   (mgal)                       NAVD 88
 NP0180
 NP0180  VERT ORDER      -  SECOND    CLASS 0
 NP0180
 NP0180.The horizontal coordinates were determined by differentially corrected
 NP0180.hand held GPS observations or other comparable positioning techniques
 NP0180.and have an estimated accuracy of +/- 3 meters.
 NP0180
 NP0180.The orthometric height was determined by differential leveling and
 NP0180.adjusted by the NATIONAL GEODETIC SURVEY
 NP0180.in June 1991.
 NP0180
 NP0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0180.GEOID18 height accuracy estimate available here.
 NP0180
 NP0180.Click photographs - Photos may exist for this station.
 NP0180
 NP0180.The dynamic height is computed by dividing the NAVD 88
 NP0180.geopotential number by the normal gravity value computed on the
 NP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0180.degrees latitude (g = 980.6199 gals.).
 NP0180
 NP0180.The modeled gravity was interpolated from observed gravity values.
 NP0180
 NP0180;                    North         East    Units  Estimated Accuracy
 NP0180;SPC NE       -   251,370.0     287,967.8     MT  (+/- 3 meters HH1 GPS) 
 NP0180
 NP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0160560317(NAD 83)
 NP0180
 NP0180                          SUPERSEDED SURVEY CONTROL
 NP0180
 NP0180  NGVD 29 (??/??/92) 1181.798  (m)         3877.28   (f) ADJ UNCH    2 0
 NP0180
 NP0180.Superseded values are not recommended for survey control.
 NP0180
 NP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0180.See file dsdata.pdf to determine how the superseded data were derived.
 NP0180
 NP0180_MARKER: DB = BENCH MARK DISK
 NP0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0180_STAMPING: U 214 1940
 NP0180_MARK LOGO: CGS
 NP0180_PROJECTION: PROJECTING 6 CENTIMETERS
 NP0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0180+STABILITY: SURFACE MOTION
 NP0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0180+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2020
 NP0180
 NP0180  HISTORY     - Date     Condition        Report By
 NP0180  HISTORY     - 1940     MONUMENTED       CGS
 NP0180  HISTORY     - 1977     MARK NOT FOUND   BNRR
 NP0180  HISTORY     - 20070424 GOOD             NEDR
 NP0180  HISTORY     - 20201030 GOOD             NEGS
 NP0180
 NP0180                          STATION DESCRIPTION
 NP0180
 NP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0180'1 MI E FROM ANTIOCH.
 NP0180'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0180'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 200 FEET SOUTHEAST
 NP0180'OF A SWITCHSTAND AT THE EAST END OF A SIDE TRACK, 90 FEET NORTH OF
 NP0180'THE CENTERLINE OF STATE HIGHWAY 2, 42.5 FEET SOUTH OF THE
 NP0180'CENTERLINE OF THE TRACK, AND 3.0 FEET EAST OF A 4- BY 4-INCH
 NP0180'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0180'STAMPED U 214 1940 AND SET IN THE TOP OF A CONCRETE POST
 NP0180'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NP0180
 NP0180                          STATION RECOVERY (1977)
 NP0180
 NP0180'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0180'MARK NOT FOUND.
 NP0180
 NP0180                          STATION RECOVERY (2007)
 NP0180
 NP0180'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0180'SWITCHSTAND GONE,4X4 POST GONE,
 NP0180'NEW TIES
 NP0180'2.2 FT. NORTH TO BASE OF METAL WITNESS POST
 NP0180'3.1 FT. EAST TO BASE OF METAL WITNESS POST
 NP0180'0.2 FT. ABOVE GROUND
 NP0180
 NP0180                          STATION RECOVERY (2020)
 NP0180
 NP0180'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 NP0180'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND ANTIOCH AVENUE. IN
 NP0180'ANTIOCH, NE., GO EAST ON NE. HIGHWAY 2 APPROXIMATELY 1.07 MI (1.72 KM)
 NP0180'TO MILE POST 103.09 AND THE BENCH MARK ON NORTH SIDE OF HIGHWAY. THE
 NP0180'MARK IS 24.4 FT (7.4 M) SOUTH OF SOUTH RAIL, 2.9 FT (0.9 M) WEST OF
 NP0180'BOTTOM STEEL WITNESS POST, 2.1 FT (0.6 M) SOUTH OF BOTTOM STEEL
 NP0180'WITNESS POST AND 91.5 FT (27.9 M) NORTH OF THE CENTERLINE OF NE.
 NP0180'HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0547 ***********************************************************************
 LF0547  DESIGNATION -  U 215
 LF0547  PID         -  LF0547
 LF0547  STATE/COUNTY-  NE/RICHARDSON
 LF0547  COUNTRY     -  US
 LF0547  USGS QUAD   -  DAWSON (2017)
 LF0547
 LF0547                         *CURRENT SURVEY CONTROL
 LF0547  ______________________________________________________________________
 LF0547* NAD 83(1986) POSITION- 40 07 47.     (N) 095 51 41.     (W)   SCALED
 LF0547* NAVD 88 ORTHO HEIGHT -   294.252 (meters)      965.39  (feet) ADJUSTED
 LF0547  ______________________________________________________________________
 LF0547  GEOID HEIGHT    -        -29.808 (meters)                     GEOID18
 LF0547  DYNAMIC HEIGHT  -        294.087 (meters)      964.85  (feet) COMP
 LF0547  MODELED GRAVITY -    980,057.5   (mgal)                       NAVD 88
 LF0547
 LF0547  VERT ORDER      -  SECOND    CLASS 0
 LF0547
 LF0547.The horizontal coordinates were scaled from a map and have
 LF0547.an estimated accuracy of +/- 6 seconds.
 LF0547
 LF0547.The orthometric height was determined by differential leveling and
 LF0547.adjusted by the NATIONAL GEODETIC SURVEY
 LF0547.in June 1991.
 LF0547
 LF0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0547.GEOID18 height accuracy estimate available here.
 LF0547
 LF0547.Click photographs - Photos may exist for this station.
 LF0547
 LF0547.The dynamic height is computed by dividing the NAVD 88
 LF0547.geopotential number by the normal gravity value computed on the
 LF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0547.degrees latitude (g = 980.6199 gals.).
 LF0547
 LF0547.The modeled gravity was interpolated from observed gravity values.
 LF0547
 LF0547;                    North         East    Units  Estimated Accuracy
 LF0547;SPC NE       -    41,350.      852,590.      MT  (+/- 180 meters Scaled)
 LF0547
 LF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE561460(NAD 83)
 LF0547
 LF0547                          SUPERSEDED SURVEY CONTROL
 LF0547
 LF0547  NGVD 29 (??/??/92)  294.166  (m)          965.11   (f) ADJ UNCH    2 0
 LF0547
 LF0547.Superseded values are not recommended for survey control.
 LF0547
 LF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0547.See file dsdata.pdf to determine how the superseded data were derived.
 LF0547
 LF0547_MARKER: DB = BENCH MARK DISK
 LF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0547_STAMPING: U 215 1945
 LF0547_MARK LOGO: CGS
 LF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0547+STABILITY: SURFACE MOTION
 LF0547
 LF0547  HISTORY     - Date     Condition        Report By
 LF0547  HISTORY     - 1945     MONUMENTED       CGS
 LF0547  HISTORY     - 1981     GOOD             LOCSUR
 LF0547
 LF0547                          STATION DESCRIPTION
 LF0547
 LF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0547'1.7 MI NW FROM DAWSON.
 LF0547'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0547'RAILROAD FROM THE STATION AT DAWSON, 122.5 FEET SOUTHWEST OF
 LF0547'MILEPOST 35, 82 FEET SOUTHWEST OF A SEMAPHORE, AT A ROAD
 LF0547'CROSSING, 48.6 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 10
 LF0547'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH OF A
 LF0547'FENCE, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  AN
 LF0547'IRON BENCH-MARK DISK, STAMPED U 215 1945 AND SET IN THE TOP OF A
 LF0547'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LF0547
 LF0547                          STATION RECOVERY (1981)
 LF0547
 LF0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0160 ***********************************************************************
 NN0160  DESIGNATION -  U 216
 NN0160  PID         -  NN0160
 NN0160  STATE/COUNTY-  NE/HOLT
 NN0160  COUNTRY     -  US
 NN0160  USGS QUAD   -  EWING (2017)
 NN0160
 NN0160                         *CURRENT SURVEY CONTROL
 NN0160  ______________________________________________________________________
 NN0160* NAD 83(1986) POSITION- 42 20 09.     (N) 098 21 32.     (W)   SCALED
 NN0160* NAVD 88 ORTHO HEIGHT -   588.585 (meters)     1931.05  (feet) ADJUSTED
 NN0160  ______________________________________________________________________
 NN0160  GEOID HEIGHT    -        -24.713 (meters)                     GEOID18
 NN0160  DYNAMIC HEIGHT  -        588.344 (meters)     1930.26  (feet) COMP
 NN0160  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 NN0160
 NN0160  VERT ORDER      -  FIRST     CLASS II
 NN0160
 NN0160.The horizontal coordinates were scaled from a map and have
 NN0160.an estimated accuracy of +/- 6 seconds.
 NN0160
 NN0160.The orthometric height was determined by differential leveling and
 NN0160.adjusted by the NATIONAL GEODETIC SURVEY
 NN0160.in June 1991.
 NN0160
 NN0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0160.GEOID18 height accuracy estimate available here.
 NN0160
 NN0160.Click photographs - Photos may exist for this station.
 NN0160
 NN0160.The dynamic height is computed by dividing the NAVD 88
 NN0160.geopotential number by the normal gravity value computed on the
 NN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0160.degrees latitude (g = 980.6199 gals.).
 NN0160
 NN0160.The modeled gravity was interpolated from observed gravity values.
 NN0160
 NN0160;                    North         East    Units  Estimated Accuracy
 NN0160;SPC NE       -   279,130.      635,210.      MT  (+/- 180 meters Scaled)
 NN0160
 NN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM528872(NAD 83)
 NN0160
 NN0160                          SUPERSEDED SURVEY CONTROL
 NN0160
 NN0160  NGVD 29 (??/??/92)  588.372  (m)         1930.35   (f) ADJ UNCH    1 2
 NN0160
 NN0160.Superseded values are not recommended for survey control.
 NN0160
 NN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0160.See file dsdata.pdf to determine how the superseded data were derived.
 NN0160
 NN0160_MARKER: DB = BENCH MARK DISK
 NN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0160_STAMPING: U 216 1946
 NN0160_MARK LOGO: CGS
 NN0160_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0160+STABILITY: SURFACE MOTION
 NN0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0160+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2018
 NN0160
 NN0160  HISTORY     - Date     Condition        Report By
 NN0160  HISTORY     - 1946     MONUMENTED       CGS
 NN0160  HISTORY     - 1964     GOOD             CGS
 NN0160  HISTORY     - 20180419 GOOD             NEGS
 NN0160  HISTORY     - 20180419 GOOD             NEGS
 NN0160
 NN0160                          STATION DESCRIPTION
 NN0160
 NN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0160'6.1 MI W FROM ORCHARD.
 NN0160'IN HOLT COUNTY, 6.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE
 NN0160'POST OFFICE AT ORCHARD, ANTELOPE COUNTY, AT THE INTERSECTION
 NN0160'OF A NORTH-AND-SOUTH DIRT ROAD, 75 FEET NORTH OF THE CENTERLINE
 NN0160'OF THE HIGHWAY, 46 FEET EAST OF THE CENTERLINE OF THE DIRT
 NN0160'ROAD, 50 FEET NORTH OF THE NORTH END OF A PIPE CULVERT, 14
 NN0160'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0160'WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE
 NN0160'HIGHWAY.  A STANDARD DISK STAMPED U 216 1946 AND SET IN THE TOP
 NN0160'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0160
 NN0160                          STATION RECOVERY (1964)
 NN0160
 NN0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0160'RECOVERED IN GOOD CONDITION.
 NN0160
 NN0160                          STATION RECOVERY (2018)
 NN0160
 NN0160'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NN0160'TO REACH FROM THE INTERSECTION OF HIGHWAY 20 AND NOBLE ST IN ORCHARD,
 NN0160'NEBRASKA, PROCEED WEST ON HIGHWAY 20 FOR 6.12 MI (9.85 KM) TO THE
 NN0160'STATION LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF HIGHWAY
 NN0160'20 AND CO ROAD 507TH AVENUE.
 NN0160'
 NN0160'IT IS 46 FT (14.0 M) EAST OF THE COUNTY ROAD, 75 FT (22.9 M) NORTH OF
 NN0160'THE HIGHWAY, 36.1 FT (11.0 M) NORTH OF CMCP WITH FES, 12.4 FT (3.8 M)
 NN0160'EAST OF THE TOP SOUTHEAST CORNER OF A ROW MARKER AND 0.7 FT (21 CM)
 NN0160'SOUTH OF METAL WITNESS POST.
 NN0160
 NN0160                          STATION RECOVERY (2018)
 NN0160
 NN0160'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NN0160'TO REACH FROM THE SOUTHEAST JUNCTION OF U.S. HIGHWAY 20 AND U.S.
 NN0160'HIGHWAY 275 (APPROXIMATELY 4.9 MI (7.9 KM) SOUTHEAST OF INMAN), GO
 NN0160'EAST ON U.S. HIGHWAY 20 APPROXIMATELY 5.0 MI (8.0 KM) TO THE STATION
 NN0160'IN THE NORTHEAST CORNER OF U.S. HIGHWAY 20 AND COUNTY ROAD 507 TRUNK
 NN0160'HIGHWAY AVENUE INTERSECTION.
 NN0160'
 NN0160'THE MARK IS 75 FT (22.9 M) LEFT (NORTH) OF THE CENTERLINE OF U.S.
 NN0160'HIGHWAY 20 (AT MILEPOST 325.82), 46 FT (14.0 M) EAST OF THE CENTERLINE
 NN0160'OF COUNTY ROAD 507 TRUNK HIGHWAY AVENUE, 12.4 FT (3.8 M) EAST OF TOP
 NN0160'OF THE SOUTHEAST CORNER OF ROW MARKER, 0.7 FT (21 CM) SOUTH OF THE
 NN0160'BOTTOM OF A METAL WITNESS POST, 11.1 FT (3.4 M) NORTH OF A NAIL AND A
 NN0160'WASHER (UCZ) IN THE TOP OF A POST AT THE END OF A FENCE AND 36.1 FT
 NN0160'(11.0 M) NORTH OF THE TOP CENTER OF THE NORTH END OF A CORRUGATED
 NN0160'METAL CULVERT PIPE WITH FLARED ENDS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0198 ***********************************************************************
 NN0198  DESIGNATION -  U 217
 NN0198  PID         -  NN0198
 NN0198  STATE/COUNTY-  NE/HOLT
 NN0198  COUNTRY     -  US
 NN0198  USGS QUAD   -  O'NEILL (2017)
 NN0198
 NN0198                         *CURRENT SURVEY CONTROL
 NN0198  ______________________________________________________________________
 NN0198* NAD 83(1986) POSITION- 42 27 28.     (N) 098 39 27.     (W)   SCALED
 NN0198* NAVD 88 ORTHO HEIGHT -   604.864 (meters)     1984.46  (feet) ADJUSTED
 NN0198  ______________________________________________________________________
 NN0198  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 NN0198  DYNAMIC HEIGHT  -        604.637 (meters)     1983.71  (feet) COMP
 NN0198  MODELED GRAVITY -    980,226.4   (mgal)                       NAVD 88
 NN0198
 NN0198  VERT ORDER      -  FIRST     CLASS II
 NN0198
 NN0198.The horizontal coordinates were scaled from a map and have
 NN0198.an estimated accuracy of +/- 6 seconds.
 NN0198
 NN0198.The orthometric height was determined by differential leveling and
 NN0198.adjusted by the NATIONAL GEODETIC SURVEY
 NN0198.in June 1991.
 NN0198
 NN0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0198.GEOID18 height accuracy estimate available here.
 NN0198
 NN0198.Click photographs - Photos may exist for this station.
 NN0198
 NN0198.The dynamic height is computed by dividing the NAVD 88
 NN0198.geopotential number by the normal gravity value computed on the
 NN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0198.degrees latitude (g = 980.6199 gals.).
 NN0198
 NN0198.The modeled gravity was interpolated from observed gravity values.
 NN0198
 NN0198;                    North         East    Units  Estimated Accuracy
 NN0198;SPC NE       -   292,250.      610,400.      MT  (+/- 180 meters Scaled)
 NN0198
 NN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281006(NAD 83)
 NN0198
 NN0198                          SUPERSEDED SURVEY CONTROL
 NN0198
 NN0198  NGVD 29 (??/??/92)  604.665  (m)         1983.81   (f) ADJ UNCH    1 2
 NN0198
 NN0198.Superseded values are not recommended for survey control.
 NN0198
 NN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0198.See file dsdata.pdf to determine how the superseded data were derived.
 NN0198
 NN0198_MARKER: DB = BENCH MARK DISK
 NN0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0198_SP_SET: CULVERT
 NN0198_STAMPING: U 217 1946
 NN0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0198
 NN0198  HISTORY     - Date     Condition        Report By
 NN0198  HISTORY     - 1946     MONUMENTED       CGS
 NN0198
 NN0198                          STATION DESCRIPTION
 NN0198
 NN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0198'AT O NEILL.
 NN0198'AT O NEILL, 1 BLOCK SOUTH AND ABOUT 0.5 MILE WEST ALONG U.S.
 NN0198'HIGHWAY NO. 281 FROM THE POST OFFICE, AT A CURVE IN THE HIGHWAY,
 NN0198'30.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NN0198'THE HIGHWAY, 20.0 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 NN0198'ROAD LEADING WEST FROM HIGHWAY, ON TOP OF THE WEST END OF THE
 NN0198'NORTH HEADWALL OF A 3 FT X 10 FT CONCRETE CULVERT.  A BRONZE
 NN0198'DISK STAMPED U 217 1946 SET IN A DRILL HOLE IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0598 ***********************************************************************
 NN0598  DESIGNATION -  U 217 RESET
 NN0598  PID         -  NN0598
 NN0598  STATE/COUNTY-  NE/HOLT
 NN0598  COUNTRY     -  US
 NN0598  USGS QUAD   -  O'NEILL (2017)
 NN0598
 NN0598                         *CURRENT SURVEY CONTROL
 NN0598  ______________________________________________________________________
 NN0598* NAD 83(1986) POSITION- 42 27 28.     (N) 098 39 27.     (W)   SCALED
 NN0598* NAVD 88 ORTHO HEIGHT -   604.96  (+/-2cm)     1984.8   (feet) VERTCON
 NN0598  ______________________________________________________________________
 NN0598  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 NN0598  VERT ORDER      -  THIRD (See Below)
 NN0598
 NN0598.The horizontal coordinates were scaled from a map and have
 NN0598.an estimated accuracy of +/- 6 seconds.
 NN0598
 NN0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0598
 NN0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0598.GEOID18 height accuracy estimate available here.
 NN0598
 NN0598.The vertical order pertains to the NGVD 29 superseded value.
 NN0598
 NN0598.Click photographs - Photos may exist for this station.
 NN0598
 NN0598;                    North         East    Units  Estimated Accuracy
 NN0598;SPC NE       -   292,250.      610,400.      MT  (+/- 180 meters Scaled)
 NN0598
 NN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281006(NAD 83)
 NN0598
 NN0598                          SUPERSEDED SURVEY CONTROL
 NN0598
 NN0598  NGVD 29 (01/31/13)  604.76   (m)         1984.1    (f) RESET       3  
 NN0598
 NN0598.Superseded values are not recommended for survey control.
 NN0598
 NN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0598.See file dsdata.pdf to determine how the superseded data were derived.
 NN0598
 NN0598_MARKER: DB = BENCH MARK DISK
 NN0598_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NN0598_SP_SET: POLE BASE
 NN0598_STAMPING: U 217 RESET 1978
 NN0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0598
 NN0598  HISTORY     - Date     Condition        Report By
 NN0598  HISTORY     - 1978     MONUMENTED       NGS
 NN0598
 NN0598                          STATION DESCRIPTION
 NN0598
 NN0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NN0598'IN ONEIL.
 NN0598'ABOUT 270 FEET NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 281 AND 20,
 NN0598'AT THE NEBRASKA STATE ROADS DEPARTMENT DISTRICT OFFICE, 52 FEET EAST
 NN0598'OF CENTER OF DRIVEWAY, 38 FEET SOUTH OF CENTER OF SIDEWALK LEADING
 NN0598'TO OFFICE, 24 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROAD
 NN0598'DEPARTMENT BUILDING AND 1.4 FEET SOUTH OF FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0417 ***********************************************************************
 NN0417  DESIGNATION -  U 218
 NN0417  PID         -  NN0417
 NN0417  STATE/COUNTY-  NE/HOLT
 NN0417  COUNTRY     -  US
 NN0417  USGS QUAD   -  STUART NE (2017)
 NN0417
 NN0417                         *CURRENT SURVEY CONTROL
 NN0417  ______________________________________________________________________
 NN0417* NAD 83(1986) POSITION- 42 43 28.52   (N) 099 06 31.66   (W)   HD_HELD1
 NN0417* NAVD 88 ORTHO HEIGHT -   625.121 (meters)     2050.92  (feet) ADJUSTED
 NN0417  ______________________________________________________________________
 NN0417  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 NN0417  DYNAMIC HEIGHT  -        624.885 (meters)     2050.14  (feet) COMP
 NN0417  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 NN0417
 NN0417  VERT ORDER      -  SECOND    CLASS 0
 NN0417
 NN0417.The horizontal coordinates were determined by differentially corrected
 NN0417.hand held GPS observations or other comparable positioning techniques
 NN0417.and have an estimated accuracy of +/- 3 meters.
 NN0417
 NN0417.The orthometric height was determined by differential leveling and
 NN0417.adjusted by the NATIONAL GEODETIC SURVEY
 NN0417.in June 1991.
 NN0417
 NN0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0417.GEOID18 height accuracy estimate available here.
 NN0417
 NN0417.Click photographs - Photos may exist for this station.
 NN0417
 NN0417.The dynamic height is computed by dividing the NAVD 88
 NN0417.geopotential number by the normal gravity value computed on the
 NN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0417.degrees latitude (g = 980.6199 gals.).
 NN0417
 NN0417.The modeled gravity was interpolated from observed gravity values.
 NN0417
 NN0417;                    North         East    Units  Estimated Accuracy
 NN0417;SPC NE       -   321,403.8     572,983.8     MT  (+/- 3 meters HH1 GPS) 
 NN0417
 NN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9109230237(NAD 83)
 NN0417
 NN0417                          SUPERSEDED SURVEY CONTROL
 NN0417
 NN0417  NGVD 29 (??/??/92)  624.880  (m)         2050.13   (f) ADJ UNCH    2 0
 NN0417
 NN0417.Superseded values are not recommended for survey control.
 NN0417
 NN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0417.See file dsdata.pdf to determine how the superseded data were derived.
 NN0417
 NN0417_MARKER: DB = BENCH MARK DISK
 NN0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0417_STAMPING: U 218 1946
 NN0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0417+STABILITY: SURFACE MOTION
 NN0417
 NN0417  HISTORY     - Date     Condition        Report By
 NN0417  HISTORY     - 1946     MONUMENTED       CGS
 NN0417
 NN0417                          STATION DESCRIPTION
 NN0417
 NN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0417'12.1 MI N FROM STUART.
 NN0417'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0417'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0417'NO. 20, THENCE NORTH 9.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0417'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0417'A DIRT T ROAD LEADING WEST, 38.0 FEET WEST OF AND ABOUT 4.0 FEET
 NN0417'LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 41.0 FEET SOUTH
 NN0417'OF THE CENTER LINE OF THE T ROAD, 4.0 FEET SOUTHWEST OF A FENCE
 NN0417'CORNER AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0417'DISK STAMPED U 218 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0417'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0347 ***********************************************************************
 NN0347  DESIGNATION -  U 219
 NN0347  PID         -  NN0347
 NN0347  STATE/COUNTY-  NE/HOLT
 NN0347  COUNTRY     -  US
 NN0347  USGS QUAD   -  STUART (2017)
 NN0347
 NN0347                         *CURRENT SURVEY CONTROL
 NN0347  ______________________________________________________________________
 NN0347* NAD 83(1986) POSITION- 42 35 39.     (N) 099 11 47.     (W)   SCALED
 NN0347* NAVD 88 ORTHO HEIGHT -   662.035 (meters)     2172.03  (feet) ADJUSTED
 NN0347  ______________________________________________________________________
 NN0347  GEOID HEIGHT    -        -23.863 (meters)                     GEOID18
 NN0347  DYNAMIC HEIGHT  -        661.775 (meters)     2171.17  (feet) COMP
 NN0347  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 NN0347
 NN0347  VERT ORDER      -  FIRST     CLASS II
 NN0347
 NN0347.The horizontal coordinates were scaled from a map and have
 NN0347.an estimated accuracy of +/- 6 seconds.
 NN0347
 NN0347.The orthometric height was determined by differential leveling and
 NN0347.adjusted by the NATIONAL GEODETIC SURVEY
 NN0347.in June 1991.
 NN0347
 NN0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0347.GEOID18 height accuracy estimate available here.
 NN0347
 NN0347.Click photographs - Photos may exist for this station.
 NN0347
 NN0347.The dynamic height is computed by dividing the NAVD 88
 NN0347.geopotential number by the normal gravity value computed on the
 NN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0347.degrees latitude (g = 980.6199 gals.).
 NN0347
 NN0347.The modeled gravity was interpolated from observed gravity values.
 NN0347
 NN0347;                    North         East    Units  Estimated Accuracy
 NN0347;SPC NE       -   306,850.      565,950.      MT  (+/- 180 meters Scaled)
 NN0347
 NN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN838157(NAD 83)
 NN0347
 NN0347                          SUPERSEDED SURVEY CONTROL
 NN0347
 NN0347  NGVD 29 (??/??/92)  661.802  (m)         2171.26   (f) ADJ UNCH    1 2
 NN0347
 NN0347.Superseded values are not recommended for survey control.
 NN0347
 NN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0347.See file dsdata.pdf to determine how the superseded data were derived.
 NN0347
 NN0347_MARKER: DB = BENCH MARK DISK
 NN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0347_STAMPING: U 219 1946
 NN0347_MARK LOGO: CGS
 NN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0347+STABILITY: SURFACE MOTION
 NN0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0347+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0347
 NN0347  HISTORY     - Date     Condition        Report By
 NN0347  HISTORY     - 1946     MONUMENTED       CGS
 NN0347  HISTORY     - 1982     GOOD             LOCSUR
 NN0347  HISTORY     - 20210707 GOOD             NEGS
 NN0347
 NN0347                          STATION DESCRIPTION
 NN0347
 NN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0347'0.3 MI S FROM STUART.
 NN0347'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0347'HOLT COUNTY, THENCE 2.7 MILES WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0347'SOUTHEAST CORNER OF A HAY MEADOW, 80 FEET NORTH OF THE CENTERLINE
 NN0347'OF THE HIGHWAY, 29 FEET NORTH OF A FENCE CORNER, 8 FEET WEST OF A
 NN0347'DRAINAGE DITCH, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE
 NN0347'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 NN0347'DISK, STAMPED U 219 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0347'PROJECTING 3 INCHES ABOVE GROUND.
 NN0347
 NN0347                          STATION RECOVERY (1982)
 NN0347
 NN0347'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0347'RECOVERED IN GOOD CONDITION.
 NN0347
 NN0347                          STATION RECOVERY (2021)
 NN0347
 NN0347'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0347'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NORTH MAIN
 NN0347'STREET AT STUART, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 2.76
 NN0347'MI (4.44 KM) TO MILE POST 276.87 AND THE MARK ON THE RIGHT, NORTH.  A
 NN0347'BUMBLE BEE NEST IS LOCATED APPROXIMATELY 1.5 FT (0.5 M) WEST OF MARK.
 NN0347'THE USE OF U 219 RESET IN PLACE OF THIS MARK IS RECOMMENDED.
 NN0347'
 NN0347'THE MARK IS 80 FT (24.4 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20,
 NN0347'12.1 FT (3.7 M) NORTH OF THE TOP CENTER OF TELE PEDESTRIAN, 1.0 FT
 NN0347'(0.3 M) SOUTH OF A STEEL WITNESS POST AND 50.0 FT (15.2 M) WEST OF THE
 NN0347'CENTERLINE OF A NORTH FIELD DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0348 ***********************************************************************
 NN0348  DESIGNATION -  U 219 RESET
 NN0348  PID         -  NN0348
 NN0348  STATE/COUNTY-  NE/HOLT
 NN0348  COUNTRY     -  US
 NN0348  USGS QUAD   -  STUART (2017)
 NN0348
 NN0348                         *CURRENT SURVEY CONTROL
 NN0348  ______________________________________________________________________
 NN0348* NAD 83(1986) POSITION- 42 35 40.63   (N) 099 11 50.13   (W)   HD_HELD1
 NN0348* NAVD 88 ORTHO HEIGHT -   661.89  (+/-2cm)     2171.6   (feet) VERTCON
 NN0348  ______________________________________________________________________
 NN0348  GEOID HEIGHT    -        -23.863 (meters)                     GEOID18
 NN0348  VERT ORDER      -  THIRD (See Below)
 NN0348
 NN0348.The horizontal coordinates were determined by differentially corrected
 NN0348.hand held GPS observations or other comparable positioning techniques
 NN0348.and have an estimated accuracy of +/- 3 meters.
 NN0348
 NN0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0348
 NN0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0348.GEOID18 height accuracy estimate available here.
 NN0348
 NN0348.The vertical order pertains to the NGVD 29 superseded value.
 NN0348
 NN0348.Click photographs - Photos may exist for this station.
 NN0348
 NN0348;                    North         East    Units  Estimated Accuracy
 NN0348;SPC NE       -   306,897.6     565,873.5     MT  (+/- 3 meters HH1 GPS) 
 NN0348
 NN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8381615818(NAD 83)
 NN0348
 NN0348                          SUPERSEDED SURVEY CONTROL
 NN0348
 NN0348  NGVD 29 (01/31/13)  661.66   (m)         2170.8    (f) RESET       3  
 NN0348
 NN0348.Superseded values are not recommended for survey control.
 NN0348
 NN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0348.See file dsdata.pdf to determine how the superseded data were derived.
 NN0348
 NN0348_MARKER: DV = VERTICAL CONTROL DISK
 NN0348_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0348+WITH SETTING: INTO GROUND
 NN0348_STAMPING: U 219 RESET 1976
 NN0348_MARK LOGO: NGS
 NN0348_PROJECTION: FLUSH
 NN0348_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0348+STABILITY: SURFACE MOTION
 NN0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0348+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0348
 NN0348  HISTORY     - Date     Condition        Report By
 NN0348  HISTORY     - 1976     MONUMENTED       NGS
 NN0348  HISTORY     - 20210707 GOOD             NEGS
 NN0348
 NN0348                          STATION DESCRIPTION
 NN0348
 NN0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0348'3 MI SW FROM STUART.
 NN0348'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0348'HOLT COUNTY, THENCE 2.7 MILES WEST ALONG U.S. HIGHWAY 20, 162
 NN0348'FEET NORTH OF THE CENTER OF THE HIGHWAY, 4 FEET EAST OF THE
 NN0348'EAST END GATE POST, 1 FOOT WEST OF A METAL WITNESS POST AND 6
 NN0348'INCHES SOUTH OF THE EAST-WEST FENCELING.  A STANDARD BENCH MARK
 NN0348'DISK STAMPED, U 219 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH
 NN0348'COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM,
 NN0348'ENCASED IN A TILE WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
 NN0348
 NN0348                          STATION RECOVERY (2021)
 NN0348
 NN0348'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0348'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NORTH MAIN
 NN0348'STREET AT STUART, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 2.79
 NN0348'MI (4.49 KM) TO MILE POST 276.83 AND THE MARK ON THE RIGHT, NORTH.
 NN0348'THE MARK IS APPROXIMATELY 225 FT (68.6 M) WEST OF A NORTH FARM DRIVE,
 NN0348'162 FT (49.4 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 4.0 FT
 NN0348'(1.2 M) EAST OF THE EAST GATE POST, 1.0 FT (0.3 M) WEST OF A METAL
 NN0348'WITNESS POST, 0.5 FT (15 CM) SOUTH OF AN EAST TO WEST FENCE LINE AND
 NN0348'21.0 FT (6.4 M) EAST OF THE CENTERLINE OF A NORTH GATED PASTURE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0157 ***********************************************************************
 MM0157  DESIGNATION -  U 22
 MM0157  PID         -  MM0157
 MM0157  STATE/COUNTY-  NE/MCPHERSON
 MM0157  COUNTRY     -  US
 MM0157  USGS QUAD   -  TRYON (2017)
 MM0157
 MM0157                         *CURRENT SURVEY CONTROL
 MM0157  ______________________________________________________________________
 MM0157* NAD 83(1986) POSITION- 41 33 10.     (N) 100 53 16.     (W)   SCALED
 MM0157* NAVD 88 ORTHO HEIGHT -   993.620 (meters)     3259.90  (feet) ADJUSTED
 MM0157  ______________________________________________________________________
 MM0157  GEOID HEIGHT    -        -21.719 (meters)                     GEOID18
 MM0157  DYNAMIC HEIGHT  -        993.027 (meters)     3257.96  (feet) COMP
 MM0157  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 MM0157
 MM0157  VERT ORDER      -  FIRST     CLASS II
 MM0157
 MM0157.The horizontal coordinates were scaled from a map and have
 MM0157.an estimated accuracy of +/- 6 seconds.
 MM0157
 MM0157.The orthometric height was determined by differential leveling and
 MM0157.adjusted by the NATIONAL GEODETIC SURVEY
 MM0157.in June 1991.
 MM0157
 MM0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0157.GEOID18 height accuracy estimate available here.
 MM0157
 MM0157.Click photographs - Photos may exist for this station.
 MM0157
 MM0157.The dynamic height is computed by dividing the NAVD 88
 MM0157.geopotential number by the normal gravity value computed on the
 MM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0157.degrees latitude (g = 980.6199 gals.).
 MM0157
 MM0157.The modeled gravity was interpolated from observed gravity values.
 MM0157
 MM0157;                    North         East    Units  Estimated Accuracy
 MM0157;SPC NE       -   191,280.      425,960.      MT  (+/- 180 meters Scaled)
 MM0157
 MM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM425018(NAD 83)
 MM0157
 MM0157                          SUPERSEDED SURVEY CONTROL
 MM0157
 MM0157  NGVD 29 (??/??/92)  993.251  (m)         3258.69   (f) ADJ UNCH    1 2
 MM0157
 MM0157.Superseded values are not recommended for survey control.
 MM0157
 MM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0157.See file dsdata.pdf to determine how the superseded data were derived.
 MM0157
 MM0157_MARKER: DB = BENCH MARK DISK
 MM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0157_STAMPING: U 22 1933 3258.691
 MM0157_MARK LOGO: CGS
 MM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0157+STABILITY: SURFACE MOTION
 MM0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0157+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0157
 MM0157  HISTORY     - Date     Condition        Report By
 MM0157  HISTORY     - 1933     MONUMENTED       CGS
 MM0157  HISTORY     - 19910820 GOOD             NGS
 MM0157
 MM0157                          STATION DESCRIPTION
 MM0157
 MM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0157'3.5 MI E FROM TRYON.
 MM0157'3.5 MILES EAST ALONG A DIRT ROAD FROM TRYON, MC PHERSON COUNTY,
 MM0157'AT THE POINT WHERE THE ROAD TURNS SOUTH, AT THE EAST END OF A
 MM0157'6-FOOT CUT, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 MM0157'24 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED 3258.691
 MM0157'U 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0157'6 INCHES ABOVE GROUND.
 MM0157
 MM0157                          STATION RECOVERY (1991)
 MM0157
 MM0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0157'6.8 KM (4.20 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0157'IN TRYON, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG A PAVED ROAD, 103.5
 MM0157'M (339.6 FT) WEST OF THE ROAD CENTER, 7.3 M (24.0 FT) NORTH OF A
 MM0157'WITNESS POST AND FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD,
 MM0157'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 MM0157'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BUFORD SCHMIDT, HC 35, BOX
 MM0157'6, TRYON, NE 69167, TELEPHONE NUMBER (308)587-2351.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0390 ***********************************************************************
 NN0390  DESIGNATION -  U 220
 NN0390  PID         -  NN0390
 NN0390  STATE/COUNTY-  NE/KEYA PAHA
 NN0390  COUNTRY     -  US
 NN0390  USGS QUAD   -  JAMISON (2017)
 NN0390
 NN0390                         *CURRENT SURVEY CONTROL
 NN0390  ______________________________________________________________________
 NN0390* NAD 83(1986) POSITION- 42 53 01.     (N) 099 17 46.     (W)   SCALED
 NN0390* NAVD 88 ORTHO HEIGHT -   596.277 (meters)     1956.29  (feet) ADJUSTED
 NN0390  ______________________________________________________________________
 NN0390  GEOID HEIGHT    -        -24.729 (meters)                     GEOID18
 NN0390  DYNAMIC HEIGHT  -        596.055 (meters)     1955.56  (feet) COMP
 NN0390  MODELED GRAVITY -    980,229.3   (mgal)                       NAVD 88
 NN0390
 NN0390  VERT ORDER      -  SECOND    CLASS 0
 NN0390
 NN0390.The horizontal coordinates were scaled from a map and have
 NN0390.an estimated accuracy of +/- 6 seconds.
 NN0390
 NN0390.The orthometric height was determined by differential leveling and
 NN0390.adjusted by the NATIONAL GEODETIC SURVEY
 NN0390.in June 1991.
 NN0390
 NN0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0390.GEOID18 height accuracy estimate available here.
 NN0390
 NN0390.Click photographs - Photos may exist for this station.
 NN0390
 NN0390.The dynamic height is computed by dividing the NAVD 88
 NN0390.geopotential number by the normal gravity value computed on the
 NN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0390.degrees latitude (g = 980.6199 gals.).
 NN0390
 NN0390.The modeled gravity was interpolated from observed gravity values.
 NN0390
 NN0390;                    North         East    Units  Estimated Accuracy
 NN0390;SPC NE       -   338,930.      557,500.      MT  (+/- 180 meters Scaled)
 NN0390
 NN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758479(NAD 83)
 NN0390
 NN0390                          SUPERSEDED SURVEY CONTROL
 NN0390
 NN0390  NGVD 29 (??/??/92)  596.003  (m)         1955.39   (f) ADJ UNCH    2 0
 NN0390
 NN0390.Superseded values are not recommended for survey control.
 NN0390
 NN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0390.See file dsdata.pdf to determine how the superseded data were derived.
 NN0390
 NN0390_MARKER: DB = BENCH MARK DISK
 NN0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0390_STAMPING: U 220 1946
 NN0390_MARK LOGO: CGS
 NN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0390+STABILITY: SURFACE MOTION
 NN0390
 NN0390  HISTORY     - Date     Condition        Report By
 NN0390  HISTORY     - 1946     MONUMENTED       CGS
 NN0390
 NN0390                          STATION DESCRIPTION
 NN0390
 NN0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0390'6 MI SE FROM BROCKSBURG.
 NN0390'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0390'ALONG A GRADED DIRT ROAD, THENCE EAST 2.0 MILES ALONG A GRADED
 NN0390'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF
 NN0390'TWO DIRT ROADS, 41.0 FEET NORTH OF AND ABOUT 2.0 FEET LOWER THAN
 NN0390'THE CENTER LINE OF THE EAST-WEST ROAD, 34.0 FEET WEST OF THE
 NN0390'CENTER LINE OF THE NORTH-SOUTH ROAD, 21.4 FEET EAST OF A
 NN0390'TWENTYFOUR INCH COTTONWOOD TREE, 1.0 FOOT NORTHEAST OF A FENCE
 NN0390'CORNER AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0390'DISK STAMPED U 220 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0390'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1264 ***********************************************************************
 NM1264  DESIGNATION -  U 221
 NM1264  PID         -  NM1264
 NM1264  STATE/COUNTY-  NE/ANTELOPE
 NM1264  COUNTRY     -  US
 NM1264  USGS QUAD   -  PLAINVIEW (2017)
 NM1264
 NM1264                         *CURRENT SURVEY CONTROL
 NM1264  ______________________________________________________________________
 NM1264* NAD 83(1986) POSITION- 42 21 01.     (N) 097 50 04.     (W)   SCALED
 NM1264* NAVD 88 ORTHO HEIGHT -   525.466 (meters)     1723.97  (feet) ADJUSTED
 NM1264  ______________________________________________________________________
 NM1264  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 NM1264  DYNAMIC HEIGHT  -        525.271 (meters)     1723.33  (feet) COMP
 NM1264  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 NM1264
 NM1264  VERT ORDER      -  FIRST     CLASS II
 NM1264
 NM1264.The horizontal coordinates were scaled from a map and have
 NM1264.an estimated accuracy of +/- 6 seconds.
 NM1264
 NM1264.The orthometric height was determined by differential leveling and
 NM1264.adjusted by the NATIONAL GEODETIC SURVEY
 NM1264.in June 1991.
 NM1264
 NM1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1264.GEOID18 height accuracy estimate available here.
 NM1264
 NM1264.Click photographs - Photos may exist for this station.
 NM1264
 NM1264.The dynamic height is computed by dividing the NAVD 88
 NM1264.geopotential number by the normal gravity value computed on the
 NM1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1264.degrees latitude (g = 980.6199 gals.).
 NM1264
 NM1264.The modeled gravity was interpolated from observed gravity values.
 NM1264
 NM1264;                    North         East    Units  Estimated Accuracy
 NM1264;SPC NE       -   281,690.      678,370.      MT  (+/- 180 meters Scaled)
 NM1264
 NM1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM959893(NAD 83)
 NM1264
 NM1264                          SUPERSEDED SURVEY CONTROL
 NM1264
 NM1264  NGVD 29 (??/??/92)  525.279  (m)         1723.35   (f) ADJ UNCH    1 2
 NM1264
 NM1264.Superseded values are not recommended for survey control.
 NM1264
 NM1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1264.See file dsdata.pdf to determine how the superseded data were derived.
 NM1264
 NM1264_MARKER: DB = BENCH MARK DISK
 NM1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1264_STAMPING: U 221 1946
 NM1264_MARK LOGO: CGS
 NM1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1264+STABILITY: SURFACE MOTION
 NM1264
 NM1264  HISTORY     - Date     Condition        Report By
 NM1264  HISTORY     - 1946     MONUMENTED       CGS
 NM1264  HISTORY     - 1978     MARK NOT FOUND   USGS
 NM1264  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1264
 NM1264                          STATION DESCRIPTION
 NM1264
 NM1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1264'1.8 MI W FROM PLAINVIEW.
 NM1264'IN ANTELOPE COUNTY, 1.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM
 NM1264'THE JUNCTION OF STATE HIGHWAY 13 AT PLAINVIEW, PIERCE COUNTY,
 NM1264'AT THE INTERSECTION OF A GRAVEL ROAD, 75 FEET SOUTH OF THE
 NM1264'CENTERLINE OF THE HIGHWAY, 43 FEET EAST OF THE CENTERLINE OF THE
 NM1264'GRAVEL ROAD, 36 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER,
 NM1264'2 FEET EAST OF THE NORTH-AND-SOUTH FENCE, 1 FOOT SOUTH OF A WHITE
 NM1264'WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 NM1264'STANDARD DISK, STAMPED U 221 1946 AND SET IN THE TOP OF A CONCRETE
 NM1264'POST PROJECTING 5 INCHES ABOVE GROUND.
 NM1264
 NM1264                          STATION RECOVERY (1978)
 NM1264
 NM1264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NM1264'MARK WAS SEARCHED FOR BUT NOT FOUND. THIS MARK MAY HAVE BEEN RESET AT
 NM1264'AN EARLIER DATE, NO DESCRIPTION AVAILBLE AT TIME TIME.
 NM1264
 NM1264                          STATION RECOVERY (1999)
 NM1264
 NM1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1265 ***********************************************************************
 NM1265  DESIGNATION -  U 221 RESET
 NM1265  PID         -  NM1265
 NM1265  STATE/COUNTY-  NE/PIERCE
 NM1265  COUNTRY     -  US
 NM1265  USGS QUAD   -  PLAINVIEW (2017)
 NM1265
 NM1265                         *CURRENT SURVEY CONTROL
 NM1265  ______________________________________________________________________
 NM1265* NAD 83(1986) POSITION- 42 21 01.     (N) 097 50 04.     (W)   SCALED
 NM1265* NAVD 88 ORTHO HEIGHT -   524.46  (meters)     1720.7   (feet) RESET
 NM1265  ______________________________________________________________________
 NM1265  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 NM1265  VERT ORDER      -  THIRD
 NM1265
 NM1265.The horizontal coordinates were scaled from a map and have
 NM1265.an estimated accuracy of +/- 6 seconds.
 NM1265
 NM1265.The orthometric height was computed from unverified reset data.
 NM1265
 NM1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1265.GEOID18 height accuracy estimate available here.
 NM1265
 NM1265.Click photographs - Photos may exist for this station.
 NM1265
 NM1265;                    North         East    Units  Estimated Accuracy
 NM1265;SPC NE       -   281,690.      678,370.      MT  (+/- 180 meters Scaled)
 NM1265
 NM1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM959893(NAD 83)
 NM1265
 NM1265                          SUPERSEDED SURVEY CONTROL
 NM1265
 NM1265  NGVD 29 (??/??/??)  524.28   (m)         1720.1    (f) RESET       3  
 NM1265
 NM1265.Superseded values are not recommended for survey control.
 NM1265
 NM1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1265.See file dsdata.pdf to determine how the superseded data were derived.
 NM1265
 NM1265_MARKER: DB = BENCH MARK DISK
 NM1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1265_STAMPING: U 221 RESET 1967
 NM1265_MARK LOGO: CGS
 NM1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1265+STABILITY: SURFACE MOTION
 NM1265
 NM1265  HISTORY     - Date     Condition        Report By
 NM1265  HISTORY     - 1967     MONUMENTED       NEDR
 NM1265  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1265
 NM1265                          STATION DESCRIPTION
 NM1265
 NM1265'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1967
 NM1265'1.6 MI W FROM PLAINVIEW.
 NM1265'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF
 NM1265'STATE HIGHWAY 13 AT PLAINVIEW, AT THE INTERSECTION OF A GRAVEL
 NM1265'ROAD, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 NM1265'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 6 FEET EAST OF A
 NM1265'HIGHWAY RIGHT-OF-WAY MARKER POST, 0.5 FOOT NORTH OF A WOODEN
 NM1265'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY AND SET IN THE
 NM1265'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 NM1265
 NM1265                          STATION RECOVERY (1999)
 NM1265
 NM1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1265'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0490 ***********************************************************************
 NN0490  DESIGNATION -  U 222
 NN0490  PID         -  NN0490
 NN0490  STATE/COUNTY-  NE/ROCK
 NN0490  COUNTRY     -  US
 NN0490  USGS QUAD   -  BASSETT (2017)
 NN0490
 NN0490                         *CURRENT SURVEY CONTROL
 NN0490  ______________________________________________________________________
 NN0490* NAD 83(1986) POSITION- 42 34 47.     (N) 099 32 56.     (W)   SCALED
 NN0490* NAVD 88 ORTHO HEIGHT -   707.951 (meters)     2322.67  (feet) ADJUSTED
 NN0490  ______________________________________________________________________
 NN0490  GEOID HEIGHT    -        -23.234 (meters)                     GEOID18
 NN0490  DYNAMIC HEIGHT  -        707.662 (meters)     2321.72  (feet) COMP
 NN0490  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 NN0490
 NN0490  VERT ORDER      -  FIRST     CLASS II
 NN0490
 NN0490.The horizontal coordinates were scaled from a map and have
 NN0490.an estimated accuracy of +/- 6 seconds.
 NN0490
 NN0490.The orthometric height was determined by differential leveling and
 NN0490.adjusted by the NATIONAL GEODETIC SURVEY
 NN0490.in June 1991.
 NN0490
 NN0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0490.GEOID18 height accuracy estimate available here.
 NN0490
 NN0490.Click photographs - Photos may exist for this station.
 NN0490
 NN0490.The dynamic height is computed by dividing the NAVD 88
 NN0490.geopotential number by the normal gravity value computed on the
 NN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0490.degrees latitude (g = 980.6199 gals.).
 NN0490
 NN0490.The modeled gravity was interpolated from observed gravity values.
 NN0490
 NN0490;                    North         East    Units  Estimated Accuracy
 NN0490;SPC NE       -   305,030.      537,030.      MT  (+/- 180 meters Scaled)
 NN0490
 NN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN549142(NAD 83)
 NN0490
 NN0490                          SUPERSEDED SURVEY CONTROL
 NN0490
 NN0490  NGVD 29 (??/??/92)  707.701  (m)         2321.85   (f) ADJ UNCH    1 2
 NN0490
 NN0490.Superseded values are not recommended for survey control.
 NN0490
 NN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0490.See file dsdata.pdf to determine how the superseded data were derived.
 NN0490
 NN0490_MARKER: DB = BENCH MARK DISK
 NN0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0490_STAMPING: U 222 1946
 NN0490_MARK LOGO: CGS
 NN0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0490+STABILITY: SURFACE MOTION
 NN0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0490+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2017
 NN0490
 NN0490  HISTORY     - Date     Condition        Report By
 NN0490  HISTORY     - 1946     MONUMENTED       CGS
 NN0490  HISTORY     - 20170830 GOOD             INDIV
 NN0490
 NN0490                          STATION DESCRIPTION
 NN0490
 NN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0490'0.5 MI S FROM BASSETT.
 NN0490'0.5 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0490'BASSETT, ROCK COUNTY, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 20,
 NN0490'AT THE JUNCTION OF A FARM DRIVE LEADING NORTH, 53 FEET NORTH OF
 NN0490'THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE CENTERLINE OF
 NN0490'THE FARM DRIVE, 8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0490'WEST OF ANOTHER FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 NN0490'AND 3 FEET LOWER THEN THE HIGHWAY.  A STANDARD DISK, STAMPED U
 NN0490'222 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NN0490'INCHES ABOVE GROUND.
 NN0490
 NN0490                          STATION RECOVERY (2017)
 NN0490
 NN0490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0490'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0565 ***********************************************************************
 NN0565  DESIGNATION -  U 223
 NN0565  PID         -  NN0565
 NN0565  STATE/COUNTY-  NE/KEYA PAHA
 NN0565  COUNTRY     -  US
 NN0565  USGS QUAD   -  MEADVILLE NE (2017)
 NN0565
 NN0565                         *CURRENT SURVEY CONTROL
 NN0565  ______________________________________________________________________
 NN0565* NAD 83(1986) POSITION- 42 53 47.     (N) 099 44 59.     (W)   SCALED
 NN0565* NAVD 88 ORTHO HEIGHT -   708.784 (meters)     2325.40  (feet) ADJUSTED
 NN0565  ______________________________________________________________________
 NN0565  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 NN0565  DYNAMIC HEIGHT  -        708.507 (meters)     2324.49  (feet) COMP
 NN0565  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 NN0565
 NN0565  VERT ORDER      -  FIRST     CLASS II
 NN0565
 NN0565.The horizontal coordinates were scaled from a map and have
 NN0565.an estimated accuracy of +/- 6 seconds.
 NN0565
 NN0565.The orthometric height was determined by differential leveling and
 NN0565.adjusted by the NATIONAL GEODETIC SURVEY
 NN0565.in June 1991.
 NN0565
 NN0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0565.GEOID18 height accuracy estimate available here.
 NN0565
 NN0565.Click photographs - Photos may exist for this station.
 NN0565
 NN0565.The dynamic height is computed by dividing the NAVD 88
 NN0565.geopotential number by the normal gravity value computed on the
 NN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0565.degrees latitude (g = 980.6199 gals.).
 NN0565
 NN0565.The modeled gravity was interpolated from observed gravity values.
 NN0565
 NN0565;                    North         East    Units  Estimated Accuracy
 NN0565;SPC NE       -   340,140.      520,440.      MT  (+/- 180 meters Scaled)
 NN0565
 NN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN387495(NAD 83)
 NN0565
 NN0565                          SUPERSEDED SURVEY CONTROL
 NN0565
 NN0565  NGVD 29 (??/??/92)  708.496  (m)         2324.46   (f) ADJ UNCH    1 2
 NN0565
 NN0565.Superseded values are not recommended for survey control.
 NN0565
 NN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0565.See file dsdata.pdf to determine how the superseded data were derived.
 NN0565
 NN0565_MARKER: DB = BENCH MARK DISK
 NN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0565_STAMPING: U 223 1946
 NN0565_MARK LOGO: CGS
 NN0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0565+STABILITY: SURFACE MOTION
 NN0565
 NN0565  HISTORY     - Date     Condition        Report By
 NN0565  HISTORY     - 1946     MONUMENTED       CGS
 NN0565
 NN0565                          STATION DESCRIPTION
 NN0565
 NN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0565'5 MI N FROM SPRINGVIEW.
 NN0565'ALONG U.S. HIGHWAY NO. 183, 5.0 MILES NORTH OF THE COURT HOUSE
 NN0565'IN SPRINGVIEW, AT THE JUNCTION WITH THE ROAD TO BURTON, OUTSIDE
 NN0565'A CURVE IN THE HIGHWAY, IN THE TRIANGLE FORMED BY THE ROAD
 NN0565'JUNCTION, 60 FEET NORTHEAST OF THE CENTER OF THE CURVE IN THE
 NN0565'HIGHWAY, 55 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 126
 NN0565'FEET SOUTH OF THE CENTER OF THE ROAD TO BURTON, 3 FEET SOUTH OF
 NN0565'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0566 ***********************************************************************
 NN0566  DESIGNATION -  U 223 RESET
 NN0566  PID         -  NN0566
 NN0566  STATE/COUNTY-  NE/KEYA PAHA
 NN0566  COUNTRY     -  US
 NN0566  USGS QUAD   -  MEADVILLE NE (2017)
 NN0566
 NN0566                         *CURRENT SURVEY CONTROL
 NN0566  ______________________________________________________________________
 NN0566* NAD 83(1986) POSITION- 42 53 47.     (N) 099 44 59.     (W)   SCALED
 NN0566* NAVD 88 ORTHO HEIGHT -   709.45  (meters)     2327.6   (feet) RESET
 NN0566  ______________________________________________________________________
 NN0566  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 NN0566  VERT ORDER      -  THIRD
 NN0566
 NN0566.The horizontal coordinates were scaled from a map and have
 NN0566.an estimated accuracy of +/- 6 seconds.
 NN0566
 NN0566.The orthometric height was computed from unverified reset data.
 NN0566
 NN0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0566.GEOID18 height accuracy estimate available here.
 NN0566
 NN0566.Click photographs - Photos may exist for this station.
 NN0566
 NN0566;                    North         East    Units  Estimated Accuracy
 NN0566;SPC NE       -   340,140.      520,440.      MT  (+/- 180 meters Scaled)
 NN0566
 NN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN387495(NAD 83)
 NN0566
 NN0566                          SUPERSEDED SURVEY CONTROL
 NN0566
 NN0566.No superseded survey control is available for this station.
 NN0566
 NN0566_MARKER: DB = BENCH MARK DISK
 NN0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0566_STAMPING: U 223 RESET 1959
 NN0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0566+STABILITY: SURFACE MOTION
 NN0566
 NN0566  HISTORY     - Date     Condition        Report By
 NN0566  HISTORY     - 1959     MONUMENTED       NEDR
 NN0566
 NN0566                          STATION DESCRIPTION
 NN0566
 NN0566'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NN0566'5 MI N FROM SPRINGVIEW.
 NN0566'ALONG U.S. HIGHWAY 183, 5.0 MILES NORTH OF THE COURT HOUSE IN
 NN0566'SPRINGVIEW, AT THE JUNCTION OF HIGHWAY 12 TO BURTON AND HIGHWAY
 NN0566'U.S. 183, 110 FEET NORTHEAST OF THE CENTERLINE OF A CURVE ON
 NN0566'HIGHWAY NO. 183, 126 FEET SOUTH OF THE CENTER OF HIGHWAY NO. 12
 NN0566'LEADING TO BURTON, 111 FEET NORTH OF THE SHOULDER JUNCTION OF
 NN0566'AN OLD GRAVEL HIGHWAY AND AN ABANDONED COUNTY ROAD, 5 FEET EAST
 NN0566'OF SHOULDER OF AN ABANDONED COUNTY ROAD, 2 FEET SOUTHWEST OF
 NN0566'A WITNESS POST, 4 INCHES ABOVE THE GROUND, AND SET IN THE TOP
 NN0566'OF A CONCRETE POST.  NOTE-- 1964 (USGS) REPORT THAT MARK HAS BEEN
 NN0566'LOWERED ABOUT 3 FEET BY THE STATE HIGHWAY MAINTENANCE CREW.
 NN0566'USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1168 ***********************************************************************
 NM1168  DESIGNATION -  U 224
 NM1168  PID         -  NM1168
 NM1168  STATE/COUNTY-  NE/STANTON
 NM1168  COUNTRY     -  US
 NM1168  USGS QUAD   -  HOSKINS (2017)
 NM1168
 NM1168                         *CURRENT SURVEY CONTROL
 NM1168  ______________________________________________________________________
 NM1168* NAD 83(1986) POSITION- 42 05 04.     (N) 097 20 58.     (W)   SCALED
 NM1168* NAVD 88 ORTHO HEIGHT -   487.923 (meters)     1600.79  (feet) ADJUSTED
 NM1168  ______________________________________________________________________
 NM1168  GEOID HEIGHT    -        -24.817 (meters)                     GEOID18
 NM1168  DYNAMIC HEIGHT  -        487.734 (meters)     1600.17  (feet) COMP
 NM1168  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 NM1168
 NM1168  VERT ORDER      -  FIRST     CLASS II
 NM1168
 NM1168.The horizontal coordinates were scaled from a map and have
 NM1168.an estimated accuracy of +/- 6 seconds.
 NM1168
 NM1168.The orthometric height was determined by differential leveling and
 NM1168.adjusted by the NATIONAL GEODETIC SURVEY
 NM1168.in June 1991.
 NM1168
 NM1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1168.GEOID18 height accuracy estimate available here.
 NM1168
 NM1168.Click photographs - Photos may exist for this station.
 NM1168
 NM1168.The dynamic height is computed by dividing the NAVD 88
 NM1168.geopotential number by the normal gravity value computed on the
 NM1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1168.degrees latitude (g = 980.6199 gals.).
 NM1168
 NM1168.The modeled gravity was interpolated from observed gravity values.
 NM1168
 NM1168;                    North         East    Units  Estimated Accuracy
 NM1168;SPC NE       -   253,300.      719,210.      MT  (+/- 180 meters Scaled)
 NM1168
 NM1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM365604(NAD 83)
 NM1168
 NM1168                          SUPERSEDED SURVEY CONTROL
 NM1168
 NM1168  NGVD 29 (??/??/92)  487.733  (m)         1600.17   (f) ADJ UNCH    1 2
 NM1168
 NM1168.Superseded values are not recommended for survey control.
 NM1168
 NM1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1168.See file dsdata.pdf to determine how the superseded data were derived.
 NM1168
 NM1168_MARKER: DB = BENCH MARK DISK
 NM1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1168_STAMPING: U 224 1947
 NM1168_MARK LOGO: CGS
 NM1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1168+STABILITY: SURFACE MOTION
 NM1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1168+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 NM1168
 NM1168  HISTORY     - Date     Condition        Report By
 NM1168  HISTORY     - 1947     MONUMENTED       CGS
 NM1168  HISTORY     - 20130801 GOOD             NEDR
 NM1168  HISTORY     - 20130807 GOOD             JEOCON
 NM1168
 NM1168                          STATION DESCRIPTION
 NM1168
 NM1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1168'5.5 MI NE FROM NORFOLK.
 NM1168'5.1 MI NE ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1168'RAILWAY FROM THE NORFOLK UNION STATION AT NORFOLK, AT THE SECOND
 NM1168'TELEPHONE POLE SW OF POLE NO. 41/5, 38.5 FT SE OF THE SE RAIL
 NM1168'OF THE TRACK, 37.0 FT W OF THE CENTER OF A N-S DIRT ROAD, 15.5
 NM1168'FT NW OF A POWER LINE POLE, 5.0 FT SW OF A TELEPHONE POLE, 2.0
 NM1168'FT NE OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FT
 NM1168'BELOW THE TRACK AND PROJECTING 0.4 FOOT.  NOTE-- THIS BENCH MARK
 NM1168'IS 3.05 MI SW ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1168'RAILWAY FROM THE STATION AT HOSKINS.
 NM1168
 NM1168                          STATION RECOVERY (2013)
 NM1168
 NM1168'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (BB)
 NM1168'RECOVERED IN GOOD CONDITION.
 NM1168
 NM1168                          STATION RECOVERY (2013)
 NM1168
 NM1168'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1168'REAL TIME NETWORK VRS-RTK OBSERVATION
 NM1168'N42 05'04.77420''   W97 20'58.87155''
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1199 ***********************************************************************
 NM1199  DESIGNATION -  U 225
 NM1199  PID         -  NM1199
 NM1199  STATE/COUNTY-  NE/WAYNE
 NM1199  COUNTRY     -  US
 NM1199  USGS QUAD   -  WAYNE (2017)
 NM1199
 NM1199                         *CURRENT SURVEY CONTROL
 NM1199  ______________________________________________________________________
 NM1199* NAD 83(1986) POSITION- 42 13 06.     (N) 097 02 34.     (W)   SCALED
 NM1199* NAVD 88 ORTHO HEIGHT -   443.148 (meters)     1453.89  (feet) ADJUSTED
 NM1199  ______________________________________________________________________
 NM1199  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 NM1199  DYNAMIC HEIGHT  -        442.990 (meters)     1453.38  (feet) COMP
 NM1199  MODELED GRAVITY -    980,252.0   (mgal)                       NAVD 88
 NM1199
 NM1199  VERT ORDER      -  FIRST     CLASS II
 NM1199
 NM1199.The horizontal coordinates were scaled from a map and have
 NM1199.an estimated accuracy of +/- 6 seconds.
 NM1199
 NM1199.The orthometric height was determined by differential leveling and
 NM1199.adjusted by the NATIONAL GEODETIC SURVEY
 NM1199.in June 1991.
 NM1199
 NM1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1199.GEOID18 height accuracy estimate available here.
 NM1199
 NM1199.Click photographs - Photos may exist for this station.
 NM1199
 NM1199.The dynamic height is computed by dividing the NAVD 88
 NM1199.geopotential number by the normal gravity value computed on the
 NM1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1199.degrees latitude (g = 980.6199 gals.).
 NM1199
 NM1199.The modeled gravity was interpolated from observed gravity values.
 NM1199
 NM1199;                    North         East    Units  Estimated Accuracy
 NM1199;SPC NE       -   268,980.      744,060.      MT  (+/- 180 meters Scaled)
 NM1199
 NM1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM615758(NAD 83)
 NM1199
 NM1199                          SUPERSEDED SURVEY CONTROL
 NM1199
 NM1199  NGVD 29 (??/??/92)  442.965  (m)         1453.29   (f) ADJ UNCH    1 2
 NM1199
 NM1199.Superseded values are not recommended for survey control.
 NM1199
 NM1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1199.See file dsdata.pdf to determine how the superseded data were derived.
 NM1199
 NM1199_MARKER: DB = BENCH MARK DISK
 NM1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1199_STAMPING: U 225 1947
 NM1199_MARK LOGO: CGS
 NM1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1199+STABILITY: SURFACE MOTION
 NM1199
 NM1199  HISTORY     - Date     Condition        Report By
 NM1199  HISTORY     - 1947     MONUMENTED       CGS
 NM1199
 NM1199                          STATION DESCRIPTION
 NM1199
 NM1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1199'1.5 MI SW FROM WAYNE.
 NM1199'1.5 MI SW ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1199'RAILWAY FROM THE STATION AT WAYNE, 65.5 FT SE OF AND DIRECTLY
 NM1199'ACROSS THE TRACK FROM MILE POST EMR 20, 38.3 FT SE OF THE SE
 NM1199'RAIL OF THE TRACK, 30.5 FT NE OF A TELEPHONE POLE, 7.6 FT NW OF
 NM1199'THE SE RIGHT OF WAY FENCE, 2.0 FT NE OF A REFERENCE POST, SET IN
 NM1199'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING
 NM1199'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0001 ***********************************************************************
 NO0001  DESIGNATION -  U 226
 NO0001  PID         -  NO0001
 NO0001  STATE/COUNTY-  NE/BROWN
 NO0001  COUNTRY     -  US
 NO0001  USGS QUAD   -  JOHNSTOWN (2017)
 NO0001
 NO0001                         *CURRENT SURVEY CONTROL
 NO0001  ______________________________________________________________________
 NO0001* NAD 83(1986) POSITION- 42 33 37.     (N) 100 00 21.     (W)   SCALED
 NO0001* NAVD 88 ORTHO HEIGHT -   788.342 (meters)     2586.42  (feet) ADJUSTED
 NO0001  ______________________________________________________________________
 NO0001  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 NO0001  DYNAMIC HEIGHT  -        788.009 (meters)     2585.33  (feet) COMP
 NO0001  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 NO0001
 NO0001  VERT ORDER      -  FIRST     CLASS II
 NO0001
 NO0001.This mark is at Ainsworth Municipal Airport (ANW)
 NO0001
 NO0001.The horizontal coordinates were scaled from a map and have
 NO0001.an estimated accuracy of +/- 6 seconds.
 NO0001
 NO0001.The orthometric height was determined by differential leveling and
 NO0001.adjusted by the NATIONAL GEODETIC SURVEY
 NO0001.in June 1991.
 NO0001
 NO0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0001.GEOID18 height accuracy estimate available here.
 NO0001
 NO0001.Click photographs - Photos may exist for this station.
 NO0001
 NO0001.The dynamic height is computed by dividing the NAVD 88
 NO0001.geopotential number by the normal gravity value computed on the
 NO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0001.degrees latitude (g = 980.6199 gals.).
 NO0001
 NO0001.The modeled gravity was interpolated from observed gravity values.
 NO0001
 NO0001;                    North         East    Units  Estimated Accuracy
 NO0001;SPC NE       -   302,780.      499,520.      MT  (+/- 180 meters Scaled)
 NO0001
 NO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN174124(NAD 83)
 NO0001
 NO0001                          SUPERSEDED SURVEY CONTROL
 NO0001
 NO0001  NGVD 29 (??/??/92)  788.043  (m)         2585.44   (f) ADJ UNCH    1 2
 NO0001
 NO0001.Superseded values are not recommended for survey control.
 NO0001
 NO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0001.See file dsdata.pdf to determine how the superseded data were derived.
 NO0001
 NO0001_MARKER: DB = BENCH MARK DISK
 NO0001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NO0001_SP_SET: PUMPHOUSE BASE
 NO0001_STAMPING: U 226 1946
 NO0001_MARK LOGO: CGS
 NO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0001+STABILITY: SURFACE MOTION
 NO0001
 NO0001  HISTORY     - Date     Condition        Report By
 NO0001  HISTORY     - 1946     MONUMENTED       CGS
 NO0001  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0001
 NO0001                          STATION DESCRIPTION
 NO0001
 NO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0001'2.7 MI E FROM JOHNSTOWN.
 NO0001'2.7 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0001'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, 0.1 MILE
 NO0001'EAST OF THE INTERSECTION OF A NORTH-AND-SOUTH PAVED ROAD, AT THE
 NO0001'FUEL DEPOT OF THE AINSWORTH ARMY AIR FIELD, 66 FEET NORTH OF
 NO0001'THE CENTERLINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST
 NO0001'FUEL-STORAGE TANK, 2.6 FEET NORTHWEST OF THE SOUTHEAST CORNER
 NO0001'OF A PUMPHOUSE BASE, AND IN THE TOP OF THE BASE.  A STANDARD
 NO0001'DISK, STAMPED U 226 1946.
 NO0001
 NO0001                          STATION RECOVERY (1984)
 NO0001
 NO0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0375 ***********************************************************************
 NO0375  DESIGNATION -  U 226 RESET
 NO0375  PID         -  NO0375
 NO0375  STATE/COUNTY-  NE/BROWN
 NO0375  COUNTRY     -  US
 NO0375  USGS QUAD   -  JOHNSTOWN (2017)
 NO0375
 NO0375                         *CURRENT SURVEY CONTROL
 NO0375  ______________________________________________________________________
 NO0375* NAD 83(1986) POSITION- 42 33 37.     (N) 100 00 21.     (W)   SCALED
 NO0375* NAVD 88 ORTHO HEIGHT -   787.49  (+/-2cm)     2583.6   (feet) VERTCON
 NO0375  ______________________________________________________________________
 NO0375  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 NO0375  VERT ORDER      -  THIRD (See Below)
 NO0375
 NO0375.This mark is at Ainsworth Municipal Airport (ANW)
 NO0375
 NO0375.The horizontal coordinates were scaled from a map and have
 NO0375.an estimated accuracy of +/- 6 seconds.
 NO0375
 NO0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0375
 NO0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0375.GEOID18 height accuracy estimate available here.
 NO0375
 NO0375.The vertical order pertains to the NGVD 29 superseded value.
 NO0375
 NO0375.Click photographs - Photos may exist for this station.
 NO0375
 NO0375;                    North         East    Units  Estimated Accuracy
 NO0375;SPC NE       -   302,780.      499,520.      MT  (+/- 180 meters Scaled)
 NO0375
 NO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN174124(NAD 83)
 NO0375
 NO0375                          SUPERSEDED SURVEY CONTROL
 NO0375
 NO0375  NGVD 29 (01/31/13)  787.19   (m)         2582.6    (f) RESET       3  
 NO0375
 NO0375.Superseded values are not recommended for survey control.
 NO0375
 NO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0375.See file dsdata.pdf to determine how the superseded data were derived.
 NO0375
 NO0375_MARKER: DV = VERTICAL CONTROL DISK
 NO0375_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NO0375_SP_SET: PUMPHOUSE BASE
 NO0375_STAMPING: U 226 RESET 1977
 NO0375_MARK LOGO: NGS
 NO0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0375+STABILITY: SURFACE MOTION
 NO0375
 NO0375  HISTORY     - Date     Condition        Report By
 NO0375  HISTORY     - 1977     MONUMENTED       NEDR
 NO0375
 NO0375                          STATION DESCRIPTION
 NO0375
 NO0375'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NO0375'2.7 MI EAST FROM JOHNSTOWN.
 NO0375'2.7 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0375'WESTERN RAILWAY STATION IN JOHNSTOWN, 0.1 MILE EAST OF THE
 NO0375'INTERSECTION OF A NORTH-AND SOUTH PAVED ROAD, AT THE FUEL DEPOT OF
 NO0375'THE AINSWORTH ARMY AIR FIELD, 77.5 FEET NORTH OF THE CENERLINE OF
 NO0375'THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST FUEL STORAGE TANK,
 NO0375'2.6 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A PUMPHOUSE BASE, AND
 NO0375'IN THE TOP OF THE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0073 ***********************************************************************
 NO0073  DESIGNATION -  U 227
 NO0073  PID         -  NO0073
 NO0073  STATE/COUNTY-  NE/BROWN
 NO0073  COUNTRY     -  US
 NO0073  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0073
 NO0073                         *CURRENT SURVEY CONTROL
 NO0073  ______________________________________________________________________
 NO0073* NAD 83(1986) POSITION- 42 40 27.     (N) 100 03 42.     (W)   SCALED
 NO0073* NAVD 88 ORTHO HEIGHT -   753.404 (meters)     2471.79  (feet) ADJUSTED
 NO0073  ______________________________________________________________________
 NO0073  GEOID HEIGHT    -        -22.521 (meters)                     GEOID18
 NO0073  DYNAMIC HEIGHT  -        753.097 (meters)     2470.79  (feet) COMP
 NO0073  MODELED GRAVITY -    980,188.8   (mgal)                       NAVD 88
 NO0073
 NO0073  VERT ORDER      -  SECOND    CLASS 0
 NO0073
 NO0073.The horizontal coordinates were scaled from a map and have
 NO0073.an estimated accuracy of +/- 6 seconds.
 NO0073
 NO0073.The orthometric height was determined by differential leveling and
 NO0073.adjusted by the NATIONAL GEODETIC SURVEY
 NO0073.in June 1991.
 NO0073
 NO0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0073.GEOID18 height accuracy estimate available here.
 NO0073
 NO0073.Click photographs - Photos may exist for this station.
 NO0073
 NO0073.The dynamic height is computed by dividing the NAVD 88
 NO0073.geopotential number by the normal gravity value computed on the
 NO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0073.degrees latitude (g = 980.6199 gals.).
 NO0073
 NO0073.The modeled gravity was interpolated from observed gravity values.
 NO0073
 NO0073;                    North         East    Units  Estimated Accuracy
 NO0073;SPC NE       -   315,430.      494,950.      MT  (+/- 180 meters Scaled)
 NO0073
 NO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN130251(NAD 83)
 NO0073
 NO0073                          SUPERSEDED SURVEY CONTROL
 NO0073
 NO0073  NGVD 29 (??/??/92)  753.105  (m)         2470.81   (f) ADJ UNCH    2 0
 NO0073
 NO0073.Superseded values are not recommended for survey control.
 NO0073
 NO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0073.See file dsdata.pdf to determine how the superseded data were derived.
 NO0073
 NO0073_MARKER: DB = BENCH MARK DISK
 NO0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0073_STAMPING: U 227 1946
 NO0073_MARK LOGO: CGS
 NO0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0073+STABILITY: SURFACE MOTION
 NO0073
 NO0073  HISTORY     - Date     Condition        Report By
 NO0073  HISTORY     - 1946     MONUMENTED       CGS
 NO0073  HISTORY     - 1984     GOOD             USGS
 NO0073
 NO0073                          STATION DESCRIPTION
 NO0073
 NO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0073'8.2 MI N FROM JOHNSTOWN.
 NO0073'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0073'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 7.8
 NO0073'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, ABOUT 0.1 MILE
 NO0073'WEST OF A POINT WHERE THE ROAD TURNS WESTERLY AND AT THE TOP OF A
 NO0073'SMALL HILL, 36 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 NO0073'LINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NO0073'WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED U 227
 NO0073'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 NO0073'INCHES ABOVE THE GROUND.  STAMPED U 227 1946.
 NO0073
 NO0073                          STATION RECOVERY (1984)
 NO0073
 NO0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0073'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO AND
 NO0073'NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 7.8 MILES NORTH
 NO0073'ALONG A DIRT ROAD LEADING TO NORDEN, ABOUT 0.1 MILE WEST OF A POINT
 NO0073'WHERE THE ROAD TURNS WESTERLY AND AT THE TOP OF A SMALL HILL, 160
 NO0073'FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 1
 NO0073'FOOT WEST OF A 4' X 4' MARKER POST. A BRONZE DISK STAMPED 'U 227
 NO0073'1946' AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 NO0073'ABOVE THE GROUND. STAMPED 'U 227 1946'.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0039 ***********************************************************************
 NO0039  DESIGNATION -  U 228
 NO0039  PID         -  NO0039
 NO0039  STATE/COUNTY-  NE/CHERRY
 NO0039  COUNTRY     -  US
 NO0039  USGS QUAD   -  THATCHER (2017)
 NO0039
 NO0039                         *CURRENT SURVEY CONTROL
 NO0039  ______________________________________________________________________
 NO0039* NAD 83(1986) POSITION- 42 48 17.     (N) 100 25 34.     (W)   SCALED
 NO0039* NAVD 88 ORTHO HEIGHT -   810.944 (meters)     2660.57  (feet) ADJUSTED
 NO0039  ______________________________________________________________________
 NO0039  GEOID HEIGHT    -        -21.979 (meters)                     GEOID18
 NO0039  DYNAMIC HEIGHT  -        810.618 (meters)     2659.50  (feet) COMP
 NO0039  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 NO0039
 NO0039  VERT ORDER      -  FIRST     CLASS II
 NO0039
 NO0039.The horizontal coordinates were scaled from a map and have
 NO0039.an estimated accuracy of +/- 6 seconds.
 NO0039
 NO0039.The orthometric height was determined by differential leveling and
 NO0039.adjusted by the NATIONAL GEODETIC SURVEY
 NO0039.in June 1991.
 NO0039
 NO0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0039.GEOID18 height accuracy estimate available here.
 NO0039
 NO0039.Click photographs - Photos may exist for this station.
 NO0039
 NO0039.The dynamic height is computed by dividing the NAVD 88
 NO0039.geopotential number by the normal gravity value computed on the
 NO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0039.degrees latitude (g = 980.6199 gals.).
 NO0039
 NO0039.The modeled gravity was interpolated from observed gravity values.
 NO0039
 NO0039;                    North         East    Units  Estimated Accuracy
 NO0039;SPC NE       -   330,010.      465,150.      MT  (+/- 180 meters Scaled)
 NO0039
 NO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN833401(NAD 83)
 NO0039
 NO0039                          SUPERSEDED SURVEY CONTROL
 NO0039
 NO0039  NGVD 29 (??/??/92)  810.664  (m)         2659.65   (f) ADJ UNCH    1 2
 NO0039
 NO0039.Superseded values are not recommended for survey control.
 NO0039
 NO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0039.See file dsdata.pdf to determine how the superseded data were derived.
 NO0039
 NO0039_MARKER: DB = BENCH MARK DISK
 NO0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0039_STAMPING: U 228 1946
 NO0039_MARK LOGO: CGS
 NO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0039+STABILITY: SURFACE MOTION
 NO0039
 NO0039  HISTORY     - Date     Condition        Report By
 NO0039  HISTORY     - 1946     MONUMENTED       CGS
 NO0039  HISTORY     - 1980     POOR             USGS
 NO0039
 NO0039                          STATION DESCRIPTION
 NO0039
 NO0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0039'6.6 MI NW FROM ARABIA.
 NO0039'6.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0039'FROM THE STATION AT ARABIA, CHERRY COUNTY, OPPOSITE MILEPOST
 NO0039'260, 57 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 43 FEET
 NO0039'NORTHEAST OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTHEAST OF A
 NO0039'WHITE WOODEN WITNESS POST, IN LINE WITH A ROW OF POLES, AND
 NO0039'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED U 228 1946
 NO0039'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NO0039'ABOVE GROUND.
 NO0039
 NO0039                          STATION RECOVERY (1980)
 NO0039
 NO0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0039'THE MARK WAS FOUND SOLID BUT WITH THE CAP MISSING. CAN BE USED FOR
 NO0039'SUPPLEMENTAL CONTROL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0045 ***********************************************************************
 NO0045  DESIGNATION -  U 229
 NO0045  PID         -  NO0045
 NO0045  STATE/COUNTY-  NE/KEYA PAHA
 NO0045  COUNTRY     -  US
 NO0045  USGS QUAD   -  NORDEN NW (2017)
 NO0045
 NO0045                         *CURRENT SURVEY CONTROL
 NO0045  ______________________________________________________________________
 NO0045* NAD 83(1986) POSITION- 42 59 01.     (N) 100 09 29.     (W)   SCALED
 NO0045* NAVD 88 ORTHO HEIGHT -   778.051 (meters)     2552.66  (feet) ADJUSTED
 NO0045  ______________________________________________________________________
 NO0045  GEOID HEIGHT    -        -23.188 (meters)                     GEOID18
 NO0045  DYNAMIC HEIGHT  -        777.747 (meters)     2551.66  (feet) COMP
 NO0045  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 NO0045
 NO0045  VERT ORDER      -  SECOND    CLASS 0
 NO0045
 NO0045.The horizontal coordinates were scaled from a map and have
 NO0045.an estimated accuracy of +/- 6 seconds.
 NO0045
 NO0045.The orthometric height was determined by differential leveling and
 NO0045.adjusted by the NATIONAL GEODETIC SURVEY
 NO0045.in June 1991.
 NO0045
 NO0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0045.GEOID18 height accuracy estimate available here.
 NO0045
 NO0045.Click photographs - Photos may exist for this station.
 NO0045
 NO0045.The dynamic height is computed by dividing the NAVD 88
 NO0045.geopotential number by the normal gravity value computed on the
 NO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0045.degrees latitude (g = 980.6199 gals.).
 NO0045
 NO0045.The modeled gravity was interpolated from observed gravity values.
 NO0045
 NO0045;                    North         East    Units  Estimated Accuracy
 NO0045;SPC NE       -   349,810.      487,110.      MT  (+/- 180 meters Scaled)
 NO0045
 NO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN055596(NAD 83)
 NO0045
 NO0045                          SUPERSEDED SURVEY CONTROL
 NO0045
 NO0045  NGVD 29 (??/??/92)  777.729  (m)         2551.60   (f) ADJ UNCH    2 0
 NO0045
 NO0045.Superseded values are not recommended for survey control.
 NO0045
 NO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0045.See file dsdata.pdf to determine how the superseded data were derived.
 NO0045
 NO0045_MARKER: DB = BENCH MARK DISK
 NO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0045_STAMPING: U 229 1946
 NO0045_MARK LOGO: CGS
 NO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0045+STABILITY: SURFACE MOTION
 NO0045
 NO0045  HISTORY     - Date     Condition        Report By
 NO0045  HISTORY     - 1946     MONUMENTED       CGS
 NO0045
 NO0045                          STATION DESCRIPTION
 NO0045
 NO0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0045'12 MI NW FROM NORDEN.
 NO0045'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0045'NORDEN, THENCE 6.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0045'166 FEET SOUTH OF AN EAST-WEST SECTION LINE, 20 FEET EAST OF THE
 NO0045'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1
 NO0045'FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND AT THE TOP OF A
 NO0045'SMALL HILL.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED U 229
 NO0045'1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0080 ***********************************************************************
 LJ0080  DESIGNATION -  U 23 RESET
 LJ0080  PID         -  LJ0080
 LJ0080  STATE/COUNTY-  NE/RED WILLOW
 LJ0080  COUNTRY     -  US
 LJ0080  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0080
 LJ0080                         *CURRENT SURVEY CONTROL
 LJ0080  ______________________________________________________________________
 LJ0080* NAD 83(1986) POSITION- 40 12 53.     (N) 100 39 01.     (W)   SCALED
 LJ0080* NAVD 88 ORTHO HEIGHT -   810.310 (meters)     2658.49  (feet) ADJUSTED
 LJ0080  ______________________________________________________________________
 LJ0080  GEOID HEIGHT    -        -23.926 (meters)                     GEOID18
 LJ0080  DYNAMIC HEIGHT  -        809.772 (meters)     2656.73  (feet) COMP
 LJ0080  MODELED GRAVITY -    979,933.6   (mgal)                       NAVD 88
 LJ0080
 LJ0080  VERT ORDER      -  SECOND    CLASS I
 LJ0080
 LJ0080.The horizontal coordinates were scaled from a map and have
 LJ0080.an estimated accuracy of +/- 6 seconds.
 LJ0080
 LJ0080.The orthometric height was determined by differential leveling and
 LJ0080.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0080.in July 2002.
 LJ0080
 LJ0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0080.GEOID18 height accuracy estimate available here.
 LJ0080
 LJ0080.Click photographs - Photos may exist for this station.
 LJ0080
 LJ0080.The dynamic height is computed by dividing the NAVD 88
 LJ0080.geopotential number by the normal gravity value computed on the
 LJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0080.degrees latitude (g = 980.6199 gals.).
 LJ0080
 LJ0080.The modeled gravity was interpolated from observed gravity values.
 LJ0080
 LJ0080;                    North         East    Units  Estimated Accuracy
 LJ0080;SPC NE       -    42,560.      444,650.      MT  (+/- 180 meters Scaled)
 LJ0080
 LJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK595528(NAD 83)
 LJ0080
 LJ0080                          SUPERSEDED SURVEY CONTROL
 LJ0080
 LJ0080  NAVD 88 (01/31/13)  810.280  (m)         2658.39   (f) SUPERSEDED  3 0
 LJ0080  NGVD 29 (??/??/??)  809.96   (m)         2657.3    (f) RESET       3  
 LJ0080
 LJ0080.Superseded values are not recommended for survey control.
 LJ0080
 LJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0080.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0080
 LJ0080_MARKER: DB = BENCH MARK DISK
 LJ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0080_STAMPING: U 23 RESET 1943
 LJ0080_MARK LOGO: CGS
 LJ0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0080+STABILITY: SURFACE MOTION
 LJ0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0080+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0080
 LJ0080  HISTORY     - Date     Condition        Report By
 LJ0080  HISTORY     - 1943     MONUMENTED       NEDR
 LJ0080  HISTORY     - 1957     MARK NOT FOUND   CGS
 LJ0080  HISTORY     - 19991103 GOOD             NGS
 LJ0080
 LJ0080                          STATION DESCRIPTION
 LJ0080
 LJ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0080'2 MI NW FROM MC COOK.
 LJ0080'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE COUNTY
 LJ0080'COURTHOUSE AT MC COOK, REDWILLOW COUNTY, ABOUT 360 YARDS SOUTH
 LJ0080'OF A FARMHOUSE, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD,
 LJ0080'AND 25 FEET NORTH AND 58 FEET WEST OF THE SOUTHEAST CORNER OF THE
 LJ0080'NE 1/4 SECTION 248 T 3N, R 30 W, 6TH PM.  A STANDARD DISK,
 LJ0080'STAMPED U 23 RESET 1943 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0080'NOTE-- THE EAST-WEST ROAD HAS BEEN GRADED AND WIDENED AND THIS
 LJ0080'MARK WAS PROBABLY DESTROYED.
 LJ0080
 LJ0080                          STATION RECOVERY (1999)
 LJ0080
 LJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0080'1.8 KM (1.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 LJ0080'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, 11.3 M (37.1 FT) NORTH OF THE
 LJ0080'CENTER OF WEST Q STREET, 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF THE
 LJ0080'SOUTHBOUND LANES OF THE HIGHWAY, 1.1 M (3.6 FT) NORTH OF A
 LJ0080'RIGHT-OF-WAY POST, 0.9 M (3.0 FT) NORTHEAST OF A FENCE CORNER, 0.5 M
 LJ0080'(1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 LJ0080'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LJ0080'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0352 ***********************************************************************
 MK0352  DESIGNATION -  U 230
 MK0352  PID         -  MK0352
 MK0352  STATE/COUNTY-  NE/BURT
 MK0352  COUNTRY     -  US
 MK0352  USGS QUAD   -  CRAIG (2017)
 MK0352
 MK0352                         *CURRENT SURVEY CONTROL
 MK0352  ______________________________________________________________________
 MK0352* NAD 83(1995) POSITION- 41 47 07.30627(N) 096 20 49.04828(W)   ADJUSTED
 MK0352* NAD 83(1995) ELLIP HT-   386.020 (meters)        (06/27/02)   ADJUSTED
 MK0352* NAVD 88 ORTHO HEIGHT -   412.575 (meters)     1353.59  (feet) ADJUSTED
 MK0352  ______________________________________________________________________
 MK0352  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 MK0352  NAD 83(1995) X  -   -526,567.117 (meters)                     COMP
 MK0352  NAD 83(1995) Y  - -4,734,010.479 (meters)                     COMP
 MK0352  NAD 83(1995) Z  -  4,228,114.643 (meters)                     COMP
 MK0352  LAPLACE CORR    -        -10.00  (seconds)                    DEFLEC18
 MK0352  DYNAMIC HEIGHT  -        412.420 (meters)     1353.08  (feet) COMP
 MK0352  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 MK0352
 MK0352  HORZ ORDER      -  FIRST
 MK0352  VERT ORDER      -  SECOND    CLASS 0
 MK0352  ELLP ORDER      -  FOURTH    CLASS I
 MK0352
 MK0352.The horizontal coordinates were established by GPS observations
 MK0352.and adjusted by the National Geodetic Survey in August 1997.
 MK0352
 MK0352.The orthometric height was determined by differential leveling and
 MK0352.adjusted by the NATIONAL GEODETIC SURVEY
 MK0352.in June 1991.
 MK0352
 MK0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0352.GEOID18 height accuracy estimate available here.
 MK0352
 MK0352.Click photographs - Photos may exist for this station.
 MK0352
 MK0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0352
 MK0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0352
 MK0352.The ellipsoidal height was determined by GPS observations
 MK0352.and is referenced to NAD 83.
 MK0352
 MK0352.The dynamic height is computed by dividing the NAVD 88
 MK0352.geopotential number by the normal gravity value computed on the
 MK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0352.degrees latitude (g = 980.6199 gals.).
 MK0352
 MK0352.The modeled gravity was interpolated from observed gravity values.
 MK0352
 MK0352. The following values were computed from the NAD 83(1995) position.
 MK0352
 MK0352;                    North         East     Units Scale Factor Converg.
 MK0352;SPC NE       -   223,137.876   803,481.884   MT  0.99967046   +2 25 15.1
 MK0352;SPC NE       -   732,078.18  2,636,090.15   sFT  0.99967046   +2 25 15.1
 MK0352;UTM  14      - 4,629,348.209   720,464.419   MT  1.00019814   +1 46 06.8
 MK0352
 MK0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0352!SPC NE       -   0.99993946  x   0.99967046  =   0.99960994
 MK0352!UTM  14      -   0.99993946  x   1.00019814  =   1.00013759
 MK0352
 MK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2046429348(NAD 83)
 MK0352
 MK0352                          SUPERSEDED SURVEY CONTROL
 MK0352
 MK0352  ELLIP H (03/16/99)  386.130  (m)                       GP(       ) 4 1
 MK0352  ELLIP H (08/18/97)  386.107  (m)                       GP(       ) 4 1
 MK0352  NAD 83(1986)-  41 47 07.31100(N)    096 20 49.05092(W) AD(       ) 1
 MK0352  NGVD 29 (??/??/92)  412.436  (m)         1353.13   (f) ADJ UNCH    2 0
 MK0352  NGVD 29 (02/23/90)  412.     (m)  RAPSU86  model used  GPS OBS        
 MK0352
 MK0352.Superseded values are not recommended for survey control.
 MK0352
 MK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0352.See file dsdata.pdf to determine how the superseded data were derived.
 MK0352
 MK0352_MARKER: DB = BENCH MARK DISK
 MK0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0352_STAMPING: U 230 1947
 MK0352_MARK LOGO: CGS
 MK0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0352+STABILITY: SURFACE MOTION
 MK0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0352+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 MK0352
 MK0352  HISTORY     - Date     Condition        Report By
 MK0352  HISTORY     - 1947     MONUMENTED       CGS
 MK0352  HISTORY     - 19890328 GOOD             NGS
 MK0352  HISTORY     - 20100511 GOOD             INDIV
 MK0352
 MK0352                          STATION DESCRIPTION
 MK0352
 MK0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0352'0.7 MI E FROM CRAIG.
 MK0352'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0352'AT CRAIG, IN THE NORTHEAST ANGLE OF A CROSS ROAD, 68.0 FEET
 MK0352'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 27.0 FEET NORTH OF
 MK0352'THE CENTER OF THE HIGHWAY, 7.0 FEET EAST OF A TELEPHONE POLE,
 MK0352'1.5 FEET WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH
 MK0352'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MK0352'THE ROAD AND PROJECTING 0.1 FOOT.
 MK0352
 MK0352                          STATION RECOVERY (1989)
 MK0352
 MK0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0352'THE STATION IS LOCATED ABOUT 1.16 KM (0.70 MI) EAST OF CRAIG, 10.6 KM
 MK0352'(6.60 MI) WEST OF TEKAMAH, ON THE ROAD RIGHT-OF-WAY, AT THE EXTREME
 MK0352'NORTHEAST CORNER OF SEC 24, T21N, R10E.  OWNERSHIP--BURT COUNTY.
 MK0352'TO REACH THE STATION FROM THE CROSSROAD, ABOUT 50 M (164.0 FT) SOUTH
 MK0352'OF THE POST OFFICE IN CRAIG, GO EAST AND UP A GRADE ON ROAD H FOR 0.15
 MK0352'KM (0.10 MI) TO THE CRAIG SCHOOL, CONTINUE AHEAD ON ROAD H FOR 1.16 KM
 MK0352'(0.70 MI) TO THE JUNCTION OF ROAD 23 AND THE STATION ON THE LEFT, IN
 MK0352'THE NORTHEAST QUADRANT OF THE INTERSECTION.
 MK0352'THE STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 MK0352'IT IS 21.0 M (68.9 FT) EAST OF THE APPROXIMATE CENTER OF ROAD 23, 10.2
 MK0352'M (33.5 FT) EAST OF A FENCE CORNER-POST, 7.3 M (24.0 FT) NORTH OF THE
 MK0352'APPROXIMATE CENTER OF ROAD H AND 0.31 M (1.0 FT) SOUTH OF AN EAST-WEST
 MK0352'FENCE WITH A CARSONITE WITNESS POST IN THE FENCELINE.
 MK0352'DESCRIBED BY R.D.BALL.
 MK0352
 MK0352                          STATION RECOVERY (2010)
 MK0352
 MK0352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK0352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0329 ***********************************************************************
 MK0329  DESIGNATION -  U 231
 MK0329  PID         -  MK0329
 MK0329  STATE/COUNTY-  NE/BURT
 MK0329  COUNTRY     -  US
 MK0329  USGS QUAD   -  OAKLAND (2017)
 MK0329
 MK0329                         *CURRENT SURVEY CONTROL
 MK0329  ______________________________________________________________________
 MK0329* NAD 83(1986) POSITION- 41 49 44.     (N) 096 26 39.     (W)   SCALED
 MK0329* NAVD 88 ORTHO HEIGHT -   419.083 (meters)     1374.94  (feet) ADJUSTED
 MK0329  ______________________________________________________________________
 MK0329  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 MK0329  DYNAMIC HEIGHT  -        418.931 (meters)     1374.44  (feet) COMP
 MK0329  MODELED GRAVITY -    980,245.0   (mgal)                       NAVD 88
 MK0329
 MK0329  VERT ORDER      -  SECOND    CLASS 0
 MK0329
 MK0329.The horizontal coordinates were scaled from a map and have
 MK0329.an estimated accuracy of +/- 6 seconds.
 MK0329
 MK0329.The orthometric height was determined by differential leveling and
 MK0329.adjusted by the NATIONAL GEODETIC SURVEY
 MK0329.in June 1991.
 MK0329
 MK0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0329.GEOID18 height accuracy estimate available here.
 MK0329
 MK0329.Click photographs - Photos may exist for this station.
 MK0329
 MK0329.The dynamic height is computed by dividing the NAVD 88
 MK0329.geopotential number by the normal gravity value computed on the
 MK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0329.degrees latitude (g = 980.6199 gals.).
 MK0329
 MK0329.The modeled gravity was interpolated from observed gravity values.
 MK0329
 MK0329;                    North         East    Units  Estimated Accuracy
 MK0329;SPC NE       -   227,630.      795,210.      MT  (+/- 180 meters Scaled)
 MK0329
 MK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM122339(NAD 83)
 MK0329
 MK0329                          SUPERSEDED SURVEY CONTROL
 MK0329
 MK0329  NGVD 29 (??/??/92)  418.948  (m)         1374.50   (f) ADJ UNCH    2 0
 MK0329
 MK0329.Superseded values are not recommended for survey control.
 MK0329
 MK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0329.See file dsdata.pdf to determine how the superseded data were derived.
 MK0329
 MK0329_MARKER: DB = BENCH MARK DISK
 MK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0329_STAMPING: U 231 1947
 MK0329_MARK LOGO: CGS
 MK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0329+STABILITY: SURFACE MOTION
 MK0329
 MK0329  HISTORY     - Date     Condition        Report By
 MK0329  HISTORY     - 1947     MONUMENTED       CGS
 MK0329
 MK0329                          STATION DESCRIPTION
 MK0329
 MK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0329'1.5 MI SE FROM OAKLAND.
 MK0329'0.6 MILE SOUTH AND 0.9 MILE EAST ALONG U.S. HIGHWAY NO. 73 W
 MK0329'FROM THE HIGH SCHOOL AT OAKLAND, IN THE NORTHEAST ANGLE OF A
 MK0329'CROSS ROAD, 49.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MK0329'ROAD, 30.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 16.0
 MK0329'FEET EAST OF A FENCE CORNER POST, MIDWAY BETWEEN TWO POWER
 MK0329'LINE POLES WHICH ARE 11.0 FEET APART, 2.0 FEET WEST OF A
 MK0329'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0329'AS THE HIGHWAY AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0571 ***********************************************************************
 MK0571  DESIGNATION -  U 232
 MK0571  PID         -  MK0571
 MK0571  STATE/COUNTY-  NE/DOUGLAS
 MK0571  COUNTRY     -  US
 MK0571  USGS QUAD   -  VALLEY (2017)
 MK0571
 MK0571                         *CURRENT SURVEY CONTROL
 MK0571  ______________________________________________________________________
 MK0571* NAD 83(1986) POSITION- 41 17 11.77   (N) 096 17 11.42   (W)   HD_HELD1
 MK0571* NAVD 88 ORTHO HEIGHT -   341.877 (meters)     1121.64  (feet) ADJUSTED
 MK0571  ______________________________________________________________________
 MK0571  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 MK0571  DYNAMIC HEIGHT  -        341.721 (meters)     1121.13  (feet) COMP
 MK0571  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 MK0571
 MK0571  VERT ORDER      -  SECOND    CLASS 0
 MK0571
 MK0571.The horizontal coordinates were determined by differentially corrected
 MK0571.hand held GPS observations or other comparable positioning techniques
 MK0571.and have an estimated accuracy of +/- 3 meters.
 MK0571
 MK0571.The orthometric height was determined by differential leveling and
 MK0571.adjusted by the NATIONAL GEODETIC SURVEY
 MK0571.in June 1991.
 MK0571
 MK0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0571.GEOID18 height accuracy estimate available here.
 MK0571
 MK0571.Click photographs - Photos may exist for this station.
 MK0571
 MK0571.The dynamic height is computed by dividing the NAVD 88
 MK0571.geopotential number by the normal gravity value computed on the
 MK0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0571.degrees latitude (g = 980.6199 gals.).
 MK0571
 MK0571.The modeled gravity was interpolated from observed gravity values.
 MK0571
 MK0571;                    North         East    Units  Estimated Accuracy
 MK0571;SPC NE       -   168,027.2     810,878.7     MT  (+/- 3 meters HH1 GPS) 
 MK0571
 MK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2722874125(NAD 83)
 MK0571
 MK0571                          SUPERSEDED SURVEY CONTROL
 MK0571
 MK0571  NGVD 29 (??/??/92)  341.745  (m)         1121.21   (f) ADJ UNCH    2 0
 MK0571
 MK0571.Superseded values are not recommended for survey control.
 MK0571
 MK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0571.See file dsdata.pdf to determine how the superseded data were derived.
 MK0571
 MK0571_MARKER: DB = BENCH MARK DISK
 MK0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0571_STAMPING: U 232 1947
 MK0571_MARK LOGO: CGS
 MK0571_PROJECTION: FLUSH
 MK0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0571+STABILITY: SURFACE MOTION
 MK0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0571+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 MK0571
 MK0571  HISTORY     - Date     Condition        Report By
 MK0571  HISTORY     - 1947     MONUMENTED       CGS
 MK0571  HISTORY     - 1976     GOOD             LOCSUR
 MK0571  HISTORY     - 20080128 GOOD             NEDR
 MK0571  HISTORY     - 20090630 GOOD             GEOCAC
 MK0571  HISTORY     - 20110118 GOOD             INDIV
 MK0571
 MK0571                          STATION DESCRIPTION
 MK0571
 MK0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0571'AT WATERLOO.
 MK0571'62 YARDS SOUTHWEST OF THE UNION PACIFIC RAILWAY STATION AT
 MK0571'WATERLOO, ABOUT 43 YARDS SOUTHWEST OF THE CENTER LINE OF THE
 MK0571'SOUTHWEST TRACK AND 4 FEET LOWER, 47 FEET SOUTHWEST OF THE
 MK0571'CENTER LINE OF A GRAVELED STREET, 10 FEET SOUTHEAST OF THE
 MK0571'NORTHEAST CORNER OF A FIRE TOWER, 3 FEET SOUTHWEST OF THE
 MK0571'NORTHWEST CORNER OF THE COMMUNITY BUILDING AND 1 FOOT NORTHWEST
 MK0571'OF THE NORTHWEST WALL OF THE BUILDING.  A BRONZE DISK SET IN THE
 MK0571'TOP OF A CONCRETE POST AND SET FLUSH WITH THE SURFACE OF THE
 MK0571'GROUND.
 MK0571
 MK0571                          STATION RECOVERY (1976)
 MK0571
 MK0571'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0571'RECOVERED IN GOOD CONDITION.
 MK0571
 MK0571                          STATION RECOVERY (2008)
 MK0571
 MK0571'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (PJS)
 MK0571'FROM THE U.S. POST OFFICE IN WATERLOO, NEBRASKA, GO NW ON WASHINGTON
 MK0571'ST. APPROX. 0.04 MILE TO THE INTERSECTION WITH 3RD ST. TURN LEFT (SSW)
 MK0571'
 MK0571'ON 3RD ST. AND GO APPROX. 0.11 MILE(ACROSS RR TRACKS) TO THE
 MK0571'INTERSECTION WITH S FRONT ST. TURN RIGHT (WNW), AND GO APPROX. 100 FT
 MK0571'
 MK0571'TO THE BENCHMARK ON THE LEFT (SW) SIDE OF S FRONT ST. THE MARK IS 93
 MK0571'FT (28.35M) WNW OF THE CENTERLINE OF 3RD ST., 68.3 FT. (20.82M) WNW OF
 MK0571'
 MK0571'THE CENTER OF THE TOP BOLT ON A FIRE HYDRANT, 42 FT. (12.80M) SSW OF
 MK0571'THE CENTERLINE OF S FRONT ST., 20.85 FT. (6.36M) ESE OF THE NE CORNER
 MK0571'OF A CONCRETE BLOCK BUILDING, 13.12 FT (4.00M) SOUTH OF A NAIL IN A
 MK0571'LIGHT POLE, AND 0.8 FT (0.24M) NNE OF A STEEL WITNESS POST. THE MARK
 MK0571'IS A USC+GS BENCHMARK DISK SET IN THE TOP OF A CONCRETE MONUMENT AND
 MK0571'IS SET FLUSH WITH THE GROUND.
 MK0571
 MK0571                          STATION RECOVERY (2009)
 MK0571
 MK0571'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 MK0571'RECOVERED IN GOOD CONDITION.
 MK0571
 MK0571                          STATION RECOVERY (2011)
 MK0571
 MK0571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1019 ***********************************************************************
 MJ1019  DESIGNATION -  U 234
 MJ1019  PID         -  MJ1019
 MJ1019  STATE/COUNTY-  NE/WASHINGTON
 MJ1019  COUNTRY     -  US
 MJ1019  USGS QUAD   -  LOVELAND (2018)
 MJ1019
 MJ1019                         *CURRENT SURVEY CONTROL
 MJ1019  ______________________________________________________________________
 MJ1019* NAD 83(1995) POSITION- 41 27 04.61113(N) 095 58 34.10201(W)   ADJUSTED
 MJ1019* NAVD 88 ORTHO HEIGHT -   303.157 (meters)      994.61  (feet) ADJUSTED
 MJ1019  ______________________________________________________________________
 MJ1019  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 MJ1019  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 MJ1019  DYNAMIC HEIGHT  -        303.016 (meters)      994.15  (feet) COMP
 MJ1019  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 MJ1019
 MJ1019  HORZ ORDER      -  SECOND
 MJ1019  VERT ORDER      -  SECOND    CLASS 0
 MJ1019
 MJ1019.The horizontal coordinates were established by classical geodetic methods
 MJ1019.and adjusted by the National Geodetic Survey in August 1997.
 MJ1019
 MJ1019.The orthometric height was determined by differential leveling and
 MJ1019.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1019.in June 1991.
 MJ1019
 MJ1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1019.GEOID18 height accuracy estimate available here.
 MJ1019
 MJ1019.Click photographs - Photos may exist for this station.
 MJ1019
 MJ1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1019
 MJ1019.The dynamic height is computed by dividing the NAVD 88
 MJ1019.geopotential number by the normal gravity value computed on the
 MJ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1019.degrees latitude (g = 980.6199 gals.).
 MJ1019
 MJ1019.The modeled gravity was interpolated from observed gravity values.
 MJ1019
 MJ1019. The following values were computed from the NAD 83(1995) position.
 MJ1019
 MJ1019;                    North         East     Units Scale Factor Converg.
 MJ1019;SPC NE       -   187,453.124   835,992.652   MT  0.99965905   +2 39 59.8
 MJ1019;SPC NE       -   615,002.46  2,742,752.56   sFT  0.99965905   +2 39 59.8
 MJ1019;UTM  15      - 4,593,131.630   251,403.076   MT  1.00036062   -1 58 16.2
 MJ1019;UTM  14      - 4,593,269.938   752,583.527   MT  1.00038521   +2 00 10.1
 MJ1019
 MJ1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1019!SPC NE       -   0.99995692  x   0.99965905  =   0.99961598
 MJ1019!UTM  15      -   0.99995692  x   1.00036062  =   1.00031752
 MJ1019!UTM  14      -   0.99995692  x   1.00038521  =   1.00034211
 MJ1019
 MJ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5140393131(NAD 83)
 MJ1019
 MJ1019                          SUPERSEDED SURVEY CONTROL
 MJ1019
 MJ1019  NAD 83(1986)-  41 27 04.61706(N)    095 58 34.10158(W) AD(       ) 2
 MJ1019  NAD 27      -  41 27 04.63600(N)    095 58 33.06000(W) AD(       ) 2
 MJ1019  NGVD 29             303.02   (m)          994.2    (f) LEVELING    3  
 MJ1019
 MJ1019.Superseded values are not recommended for survey control.
 MJ1019
 MJ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1019.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1019
 MJ1019_MARKER: DB = BENCH MARK DISK
 MJ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1019_STAMPING: U 234 1947
 MJ1019_MARK LOGO: CGS
 MJ1019_PROJECTION: FLUSH
 MJ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1019+STABILITY: SURFACE MOTION
 MJ1019
 MJ1019  HISTORY     - Date     Condition        Report By
 MJ1019  HISTORY     - 1947     MONUMENTED       CGS
 MJ1019
 MJ1019                          STATION DESCRIPTION
 MJ1019
 MJ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1019'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF FORT CALHOUN
 MJ1019'ONTHE GROUNDS OF THE RIVER VIEW DISTRICT 54 SCHOOLHOUSE.
 MJ1019'STATION IS 53 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 MJ1019'DIRT ROAD, 42 FEET WEST OF THE SOUTHWEST CORNER OF THE
 MJ1019'SCHOOLHOUSE AND 1.4 FEET EAST OF A WITNESS POST.  THE MARK IS
 MJ1019'FLUSH WITH THE GROUND AND THE DISK A STANDARD USC AND GS
 MJ1019'BM IS STAMPED U 234 1947.
 MJ1019'
 MJ1019'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MJ1019'RIVERVIEW WHICH IS 34.390 METERS.
 MJ1019'
 MJ1019'TO REACH FROM THE POST OFFICE IN FORT CALHOUN GO EAST ON DIRT
 MJ1019'ROAD FOR 0.5 MILE.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE.
 MJ1019'TURN RIGHT AND GO SOUTH FOR 0.25 MILE.  TURN LEFT AND GO EAST
 MJ1019'FOR 2.3 MILES TO STATION ON LEFT ON THE RIVER VIEW SCHOOL
 MJ1019'GROUNDS AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0642 ***********************************************************************
 NM0642  DESIGNATION -  U 235
 NM0642  PID         -  NM0642
 NM0642  STATE/COUNTY-  NE/DAKOTA
 NM0642  COUNTRY     -  US
 NM0642  USGS QUAD   -  EMERSON (2017)
 NM0642
 NM0642                         *CURRENT SURVEY CONTROL
 NM0642  ______________________________________________________________________
 NM0642* NAD 83(1986) POSITION- 42 18 45.     (N) 096 40 16.     (W)   SCALED
 NM0642* NAVD 88 ORTHO HEIGHT -   415.667 (meters)     1363.73  (feet) ADJUSTED
 NM0642  ______________________________________________________________________
 NM0642  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 NM0642  DYNAMIC HEIGHT  -        415.526 (meters)     1363.27  (feet) COMP
 NM0642  MODELED GRAVITY -    980,271.4   (mgal)                       NAVD 88
 NM0642
 NM0642  VERT ORDER      -  FIRST     CLASS II
 NM0642
 NM0642.The horizontal coordinates were scaled from a map and have
 NM0642.an estimated accuracy of +/- 6 seconds.
 NM0642
 NM0642.The orthometric height was determined by differential leveling and
 NM0642.adjusted by the NATIONAL GEODETIC SURVEY
 NM0642.in June 1991.
 NM0642
 NM0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0642.GEOID18 height accuracy estimate available here.
 NM0642
 NM0642.Click photographs - Photos may exist for this station.
 NM0642
 NM0642.The dynamic height is computed by dividing the NAVD 88
 NM0642.geopotential number by the normal gravity value computed on the
 NM0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0642.degrees latitude (g = 980.6199 gals.).
 NM0642
 NM0642.The modeled gravity was interpolated from observed gravity values.
 NM0642
 NM0642;                    North         East    Units  Estimated Accuracy
 NM0642;SPC NE       -   280,540.      774,310.      MT  (+/- 180 meters Scaled)
 NM0642
 NM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM919871(NAD 83)
 NM0642
 NM0642                          SUPERSEDED SURVEY CONTROL
 NM0642
 NM0642  NGVD 29 (??/??/92)  415.496  (m)         1363.17   (f) ADJ UNCH    1 2
 NM0642
 NM0642.Superseded values are not recommended for survey control.
 NM0642
 NM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0642.See file dsdata.pdf to determine how the superseded data were derived.
 NM0642
 NM0642_MARKER: DB = BENCH MARK DISK
 NM0642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0642_SP_SET: BOX CULVERT HEADWALL
 NM0642_STAMPING: U 235 1947
 NM0642_MARK LOGO: CGS
 NM0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0642+STABILITY: SURFACE MOTION
 NM0642
 NM0642  HISTORY     - Date     Condition        Report By
 NM0642  HISTORY     - 1947     MONUMENTED       CGS
 NM0642
 NM0642                          STATION DESCRIPTION
 NM0642
 NM0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0642'4.7 MI NE FROM EMERSON.
 NM0642'ABOUT 4.7 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL,
 NM0642'MINNEAPOLIS AND OMAHA RAILROAD FROM THE STATION AT EMERSON, ABOUT
 NM0642'90.0 FEET WEST OF THE CENTER OF A TRESTLE, ABOUT 1 1/2 POLES
 NM0642'NORTH OF MILE POST 24-15, ON TOP OF THE NORTH END OF THE
 NM0642'EAST HEADWALL OF A 5 FT X 5 FT CONCRETE BOX CULVERT UNDER STATE
 NM0642'HIGHWAY NO. 35 AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0643 ***********************************************************************
 NM0643  DESIGNATION -  U 235 RESET
 NM0643  PID         -  NM0643
 NM0643  STATE/COUNTY-  NE/DAKOTA
 NM0643  COUNTRY     -  US
 NM0643  USGS QUAD   -  EMERSON (2017)
 NM0643
 NM0643                         *CURRENT SURVEY CONTROL
 NM0643  ______________________________________________________________________
 NM0643* NAD 83(1986) POSITION- 42 18 45.     (N) 096 40 15.     (W)   SCALED
 NM0643* NAVD 88 ORTHO HEIGHT -   414.84  (meters)     1361.0   (feet) RESET
 NM0643  ______________________________________________________________________
 NM0643  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 NM0643  VERT ORDER      -  THIRD
 NM0643
 NM0643.The horizontal coordinates were scaled from a map and have
 NM0643.an estimated accuracy of +/- 6 seconds.
 NM0643
 NM0643.The orthometric height was computed from unverified reset data.
 NM0643
 NM0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0643.GEOID18 height accuracy estimate available here.
 NM0643
 NM0643.Click photographs - Photos may exist for this station.
 NM0643
 NM0643;                    North         East    Units  Estimated Accuracy
 NM0643;SPC NE       -   280,540.      774,340.      MT  (+/- 180 meters Scaled)
 NM0643
 NM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM919871(NAD 83)
 NM0643
 NM0643                          SUPERSEDED SURVEY CONTROL
 NM0643
 NM0643  NGVD 29 (??/??/??)  414.77   (m)         1360.8    (f) RESET       3  
 NM0643
 NM0643.Superseded values are not recommended for survey control.
 NM0643
 NM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0643.See file dsdata.pdf to determine how the superseded data were derived.
 NM0643
 NM0643_MARKER: DB = BENCH MARK DISK
 NM0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0643_STAMPING: U 235 RESET 1962
 NM0643_MARK LOGO: CGS
 NM0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0643+STABILITY: SURFACE MOTION
 NM0643
 NM0643  HISTORY     - Date     Condition        Report By
 NM0643  HISTORY     - 1962     MONUMENTED       CGS
 NM0643
 NM0643                          STATION DESCRIPTION
 NM0643
 NM0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NM0643'4.7 MI NE FROM EMERSON.
 NM0643'ABOUT 4.7 MILES ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0643'OMAHA RAILROAD FROM THE STATION AT EMERSON, ABOUT 45 FEET
 NM0643'SOUTHEAST OF THE CENTER OF THE RAILROAD TRACKS, ABOUT 51 FEET
 NM0643'SOUTH OF THE WEST END OF RAILROAD TRESTLE 49, 1.0 FOOT NORTH OF
 NM0643'A FENCE LINE RUNNING EAST AND WEST, 2 FEET NORTHWEST OF A CORNER
 NM0643'FENCE POST AND 1.0 FOOT EAST OF A 4 IN X 4 IN WHITE MARKER POST,
 NM0643'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 NM0643'INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0701 ***********************************************************************
 NM0701  DESIGNATION -  U 236
 NM0701  PID         -  NM0701
 NM0701  STATE/COUNTY-  NE/DAKOTA
 NM0701  COUNTRY     -  US
 NM0701  USGS QUAD   -  EMERSON SE (2017)
 NM0701
 NM0701                         *CURRENT SURVEY CONTROL
 NM0701  ______________________________________________________________________
 NM0701* NAD 83(1986) POSITION- 42 20 11.     (N) 096 33 03.     (W)   SCALED
 NM0701* NAVD 88 ORTHO HEIGHT -   430.391 (meters)     1412.04  (feet) ADJUSTED
 NM0701  ______________________________________________________________________
 NM0701  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NM0701  DYNAMIC HEIGHT  -        430.250 (meters)     1411.58  (feet) COMP
 NM0701  MODELED GRAVITY -    980,281.3   (mgal)                       NAVD 88
 NM0701
 NM0701  VERT ORDER      -  SECOND    CLASS 0
 NM0701
 NM0701.The horizontal coordinates were scaled from a map and have
 NM0701.an estimated accuracy of +/- 6 seconds.
 NM0701
 NM0701.The orthometric height was determined by differential leveling and
 NM0701.adjusted by the NATIONAL GEODETIC SURVEY
 NM0701.in June 1991.
 NM0701
 NM0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0701.GEOID18 height accuracy estimate available here.
 NM0701
 NM0701.Click photographs - Photos may exist for this station.
 NM0701
 NM0701.The dynamic height is computed by dividing the NAVD 88
 NM0701.geopotential number by the normal gravity value computed on the
 NM0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0701.degrees latitude (g = 980.6199 gals.).
 NM0701
 NM0701.The modeled gravity was interpolated from observed gravity values.
 NM0701
 NM0701;                    North         East    Units  Estimated Accuracy
 NM0701;SPC NE       -   283,580.      784,110.      MT  (+/- 180 meters Scaled)
 NM0701
 NM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM017900(NAD 83)
 NM0701
 NM0701                          SUPERSEDED SURVEY CONTROL
 NM0701
 NM0701  NGVD 29 (??/??/92)  430.230  (m)         1411.51   (f) ADJ UNCH    2 0
 NM0701
 NM0701.Superseded values are not recommended for survey control.
 NM0701
 NM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0701.See file dsdata.pdf to determine how the superseded data were derived.
 NM0701
 NM0701_MARKER: DB = BENCH MARK DISK
 NM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0701_STAMPING: U 236 1947
 NM0701_MARK LOGO: CGS
 NM0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0701+STABILITY: SURFACE MOTION
 NM0701
 NM0701  HISTORY     - Date     Condition        Report By
 NM0701  HISTORY     - 1947     MONUMENTED       CGS
 NM0701
 NM0701                          STATION DESCRIPTION
 NM0701
 NM0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0701'5.1 MI W FROM HOMER.
 NM0701'TO REACH FROM THE POST OFFICE AT HOMER GO WEST 0.1 MILE ALONG
 NM0701'MAIN STREET, THENCE SOUTH 0.5 MILE ALONG A GRADED DIRT ROAD,
 NM0701'THENCE WEST 0.4 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH
 NM0701'0.3 MILE ALONG A GRADED DIRT ROAD, THENCE WESTERLY 2.8 MILES
 NM0701'ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED
 NM0701'DIRT ROAD TO SITE OF MARK.  BENCH MARK IS ABOUT 5.2 MILES
 NM0701'SOUTHEAST OF HUBBARD, 68.6 FEET NORTHWEST OF AND ACROSS THE
 NM0701'ROAD FROM A SECTION LINE FENCE CORNER, 37.0 FEET WEST OF AND
 NM0701'ABOUT 6.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 17.0
 NM0701'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 5.7
 NM0701'FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE, 1.0
 NM0701'FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0701'A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0497 ***********************************************************************
 NM0497  DESIGNATION -  U 237
 NM0497  PID         -  NM0497
 NM0497  STATE/COUNTY-  NE/THURSTON
 NM0497  COUNTRY     -  US
 NM0497  USGS QUAD   -  WALTHILL (2017)
 NM0497
 NM0497                         *CURRENT SURVEY CONTROL
 NM0497  ______________________________________________________________________
 NM0497* NAD 83(1986) POSITION- 42 08 52.     (N) 096 23 18.     (W)   SCALED
 NM0497* NAVD 88 ORTHO HEIGHT -   406.140 (meters)     1332.48  (feet) ADJUSTED
 NM0497  ______________________________________________________________________
 NM0497  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 NM0497  DYNAMIC HEIGHT  -        406.001 (meters)     1332.02  (feet) COMP
 NM0497  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 NM0497
 NM0497  VERT ORDER      -  SECOND    CLASS 0
 NM0497
 NM0497.The horizontal coordinates were scaled from a map and have
 NM0497.an estimated accuracy of +/- 6 seconds.
 NM0497
 NM0497.The orthometric height was determined by differential leveling and
 NM0497.adjusted by the NATIONAL GEODETIC SURVEY
 NM0497.in June 1991.
 NM0497
 NM0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0497.GEOID18 height accuracy estimate available here.
 NM0497
 NM0497.Click photographs - Photos may exist for this station.
 NM0497
 NM0497.The dynamic height is computed by dividing the NAVD 88
 NM0497.geopotential number by the normal gravity value computed on the
 NM0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0497.degrees latitude (g = 980.6199 gals.).
 NM0497
 NM0497.The modeled gravity was interpolated from observed gravity values.
 NM0497
 NM0497;                    North         East    Units  Estimated Accuracy
 NM0497;SPC NE       -   263,200.      798,370.      MT  (+/- 180 meters Scaled)
 NM0497
 NM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157694(NAD 83)
 NM0497
 NM0497                          SUPERSEDED SURVEY CONTROL
 NM0497
 NM0497  NGVD 29 (??/??/92)  405.989  (m)         1331.98   (f) ADJ UNCH    2 0
 NM0497
 NM0497.Superseded values are not recommended for survey control.
 NM0497
 NM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0497.See file dsdata.pdf to determine how the superseded data were derived.
 NM0497
 NM0497_MARKER: DB = BENCH MARK DISK
 NM0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0497_STAMPING: U 237 1947
 NM0497_MARK LOGO: CGS
 NM0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0497+STABILITY: SURFACE MOTION
 NM0497
 NM0497  HISTORY     - Date     Condition        Report By
 NM0497  HISTORY     - 1947     MONUMENTED       CGS
 NM0497  HISTORY     - 1948     GOOD             CGS
 NM0497
 NM0497                          STATION DESCRIPTION
 NM0497
 NM0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0497'5.4 MI E FROM WALTHILL.
 NM0497'5.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0497'AT WALTHILL, AT THE JUNCTION WITH U.S. HIGHWAY NO. 73, 71.8
 NM0497'FEET SOUTHWEST OF THE POINT OF INTERSECTION, 45.4 FEET WEST OF THE
 NM0497'CENTER OF HIGHWAY NO. 73, 58.6 FEET SOUTH OF HIGHWAY NO. 94, 5.5
 NM0497'FEET SOUTH OF A FENCE CORNER POST, 2.0 FEET EAST OF A BARBED WIRE
 NM0497'FENCE, 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0497'THE TOP OF A CONCRETE POST.
 NM0497
 NM0497                          STATION RECOVERY (1948)
 NM0497
 NM0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0498 ***********************************************************************
 NM0498  DESIGNATION -  U 237 RESET
 NM0498  PID         -  NM0498
 NM0498  STATE/COUNTY-  NE/THURSTON
 NM0498  COUNTRY     -  US
 NM0498  USGS QUAD   -  WALTHILL (2017)
 NM0498
 NM0498                         *CURRENT SURVEY CONTROL
 NM0498  ______________________________________________________________________
 NM0498* NAD 83(1986) POSITION- 42 08 52.     (N) 096 23 18.     (W)   SCALED
 NM0498* NAVD 88 ORTHO HEIGHT -   406.21  (meters)     1332.7   (feet) RESET
 NM0498  ______________________________________________________________________
 NM0498  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 NM0498  VERT ORDER      -  THIRD
 NM0498
 NM0498.The horizontal coordinates were scaled from a map and have
 NM0498.an estimated accuracy of +/- 6 seconds.
 NM0498
 NM0498.The orthometric height was computed from unverified reset data.
 NM0498
 NM0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0498.GEOID18 height accuracy estimate available here.
 NM0498
 NM0498.Click photographs - Photos may exist for this station.
 NM0498
 NM0498;                    North         East    Units  Estimated Accuracy
 NM0498;SPC NE       -   263,200.      798,370.      MT  (+/- 180 meters Scaled)
 NM0498
 NM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157694(NAD 83)
 NM0498
 NM0498                          SUPERSEDED SURVEY CONTROL
 NM0498
 NM0498.No superseded survey control is available for this station.
 NM0498
 NM0498_MARKER: DB = BENCH MARK DISK
 NM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0498_STAMPING: U 237 RESET 1965
 NM0498_MARK LOGO: CGS
 NM0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0498+STABILITY: SURFACE MOTION
 NM0498
 NM0498  HISTORY     - Date     Condition        Report By
 NM0498  HISTORY     - 1965     MONUMENTED       CGS
 NM0498  HISTORY     - 1966     GOOD             USGS
 NM0498
 NM0498                          STATION DESCRIPTION
 NM0498
 NM0498'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0498'5.4 MI E FROM WALTHILL.
 NM0498'5.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0498'AT WALTHILL, AT THE JUNCTION OF U.S. 73. 61 FT. S AND 172 FT. WEST
 NM0498'OF T- RD. W., 1 FT. SO. AND 20 FT. W. OF ROW POST, 6 FT. NO. OF
 NM0498'E-W FENCE.  A CONCRETE POST WITH A STANDARD TABLET STAMPED,
 NM0498'U 237 RESET 1965.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0687 ***********************************************************************
 NM0687  DESIGNATION -  U 238
 NM0687  PID         -  NM0687
 NM0687  STATE/COUNTY-  NE/THURSTON
 NM0687  COUNTRY     -  US
 NM0687  USGS QUAD   -  PENDER NE (2017)
 NM0687
 NM0687                         *CURRENT SURVEY CONTROL
 NM0687  ______________________________________________________________________
 NM0687* NAD 83(1986) POSITION- 42 10 36.     (N) 096 33 02.     (W)   SCALED
 NM0687* NAVD 88 ORTHO HEIGHT -   432.842 (meters)     1420.08  (feet) ADJUSTED
 NM0687  ______________________________________________________________________
 NM0687  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 NM0687  DYNAMIC HEIGHT  -        432.691 (meters)     1419.59  (feet) COMP
 NM0687  MODELED GRAVITY -    980,259.1   (mgal)                       NAVD 88
 NM0687
 NM0687  VERT ORDER      -  SECOND    CLASS 0
 NM0687
 NM0687.The horizontal coordinates were scaled from a map and have
 NM0687.an estimated accuracy of +/- 6 seconds.
 NM0687
 NM0687.The orthometric height was determined by differential leveling and
 NM0687.adjusted by the NATIONAL GEODETIC SURVEY
 NM0687.in June 1991.
 NM0687
 NM0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0687.GEOID18 height accuracy estimate available here.
 NM0687
 NM0687.Click photographs - Photos may exist for this station.
 NM0687
 NM0687.The dynamic height is computed by dividing the NAVD 88
 NM0687.geopotential number by the normal gravity value computed on the
 NM0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0687.degrees latitude (g = 980.6199 gals.).
 NM0687
 NM0687.The modeled gravity was interpolated from observed gravity values.
 NM0687
 NM0687;                    North         East    Units  Estimated Accuracy
 NM0687;SPC NE       -   265,860.      784,840.      MT  (+/- 180 meters Scaled)
 NM0687
 NM0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM023722(NAD 83)
 NM0687
 NM0687                          SUPERSEDED SURVEY CONTROL
 NM0687
 NM0687  NGVD 29 (??/??/92)  432.684  (m)         1419.56   (f) ADJ UNCH    2 0
 NM0687
 NM0687.Superseded values are not recommended for survey control.
 NM0687
 NM0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0687.See file dsdata.pdf to determine how the superseded data were derived.
 NM0687
 NM0687_MARKER: DB = BENCH MARK DISK
 NM0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0687_STAMPING: U 238 1947
 NM0687_MARK LOGO: CGS
 NM0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0687+STABILITY: SURFACE MOTION
 NM0687
 NM0687  HISTORY     - Date     Condition        Report By
 NM0687  HISTORY     - 1947     MONUMENTED       CGS
 NM0687  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0687
 NM0687                          STATION DESCRIPTION
 NM0687
 NM0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0687'5.2 MI NW FROM WALTHILL.
 NM0687'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0687'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A DIRT T-ROAD, THENCE
 NM0687'WEST 2.0 MILES TO A SHARP TURN, THENCE NORTH 0.6 MILE TO A SHARP
 NM0687'TURN, THENCE WEST 1.0 MILE TO A DIRT CROSS ROAD, THENCE NORTH
 NM0687'1.0 MILE TO A DIRT CROSS ROAD, 34.2 FEET EAST OF THE CENTER OF
 NM0687'THE NORTH-SOUTH ROAD, 18.0 FEET SOUTH OF THE CENTER OF THE
 NM0687'EAST-WEST ROAD, 14.1 EAST OF A POWER POLE AND A GROUP OF THREE
 NM0687'MAIL BOXES, 1.0 FOOT NORTH OF A BARBED WIRE FENCE, 2.0 FEET
 NM0687'WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0687'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0687
 NM0687                          STATION RECOVERY (1966)
 NM0687
 NM0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0594 ***********************************************************************
 NM0594  DESIGNATION -  U 239
 NM0594  PID         -  NM0594
 NM0594  STATE/COUNTY-  NE/THURSTON
 NM0594  COUNTRY     -  US
 NM0594  USGS QUAD   -  PENDER (2017)
 NM0594
 NM0594                         *CURRENT SURVEY CONTROL
 NM0594  ______________________________________________________________________
 NM0594* NAD 83(1986) POSITION- 42 06 51.     (N) 096 42 04.     (W)   SCALED
 NM0594* NAVD 88 ORTHO HEIGHT -   403.595 (meters)     1324.13  (feet) ADJUSTED
 NM0594  ______________________________________________________________________
 NM0594  GEOID HEIGHT    -        -25.373 (meters)                     GEOID18
 NM0594  DYNAMIC HEIGHT  -        403.452 (meters)     1323.66  (feet) COMP
 NM0594  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 NM0594
 NM0594  VERT ORDER      -  SECOND    CLASS 0
 NM0594
 NM0594.This mark is at Pender Municipal Airport (NE13)
 NM0594
 NM0594.The horizontal coordinates were scaled from a map and have
 NM0594.an estimated accuracy of +/- 6 seconds.
 NM0594
 NM0594.The orthometric height was determined by differential leveling and
 NM0594.adjusted by the NATIONAL GEODETIC SURVEY
 NM0594.in June 1991.
 NM0594
 NM0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0594.GEOID18 height accuracy estimate available here.
 NM0594
 NM0594.Click photographs - Photos may exist for this station.
 NM0594
 NM0594.The dynamic height is computed by dividing the NAVD 88
 NM0594.geopotential number by the normal gravity value computed on the
 NM0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0594.degrees latitude (g = 980.6199 gals.).
 NM0594
 NM0594.The modeled gravity was interpolated from observed gravity values.
 NM0594
 NM0594;                    North         East    Units  Estimated Accuracy
 NM0594;SPC NE       -   258,440.      772,680.      MT  (+/- 180 meters Scaled)
 NM0594
 NM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM900650(NAD 83)
 NM0594
 NM0594                          SUPERSEDED SURVEY CONTROL
 NM0594
 NM0594  NGVD 29 (??/??/92)  403.441  (m)         1323.62   (f) ADJ UNCH    2 0
 NM0594
 NM0594.Superseded values are not recommended for survey control.
 NM0594
 NM0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0594.See file dsdata.pdf to determine how the superseded data were derived.
 NM0594
 NM0594_MARKER: DB = BENCH MARK DISK
 NM0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0594_STAMPING: U 239 1947
 NM0594_MARK LOGO: CGS
 NM0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0594+STABILITY: SURFACE MOTION
 NM0594
 NM0594  HISTORY     - Date     Condition        Report By
 NM0594  HISTORY     - 1947     MONUMENTED       CGS
 NM0594  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0594
 NM0594                          STATION DESCRIPTION
 NM0594
 NM0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0594'AT PENDER.
 NM0594'AT PENDER, AT THE PENDER AIRPORT, 29.3 FEET EAST OF THE SOUTHEAST
 NM0594'CORNER OF THE HANGAR, 123.0 FEET NORTH OF THE CENTER OF STATE
 NM0594'HIGHWAY NO. 16, 2.0 FEET NORTH OF A WOODEN RAILING, 2.0 FEET
 NM0594'WEST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 NM0594'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM0594
 NM0594                          STATION RECOVERY (1965)
 NM0594
 NM0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0594'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0717 ***********************************************************************
 LH0717  DESIGNATION -  U 24
 LH0717  PID         -  LH0717
 LH0717  STATE/COUNTY-  NE/FURNAS
 LH0717  COUNTRY     -  US
 LH0717  USGS QUAD   -  ARAPAHOE (2017)
 LH0717
 LH0717                         *CURRENT SURVEY CONTROL
 LH0717  ______________________________________________________________________
 LH0717* NAD 83(1986) POSITION- 40 21 04.     (N) 099 54 08.     (W)   SCALED
 LH0717* NAVD 88 ORTHO HEIGHT -   682.845 (meters)     2240.30  (feet) ADJUSTED
 LH0717  ______________________________________________________________________
 LH0717  GEOID HEIGHT    -        -24.641 (meters)                     GEOID18
 LH0717  DYNAMIC HEIGHT  -        682.411 (meters)     2238.88  (feet) COMP
 LH0717  MODELED GRAVITY -    979,967.6   (mgal)                       NAVD 88
 LH0717
 LH0717  VERT ORDER      -  FIRST     CLASS II
 LH0717
 LH0717.The horizontal coordinates were scaled from a map and have
 LH0717.an estimated accuracy of +/- 6 seconds.
 LH0717
 LH0717.The orthometric height was determined by differential leveling and
 LH0717.adjusted by the NATIONAL GEODETIC SURVEY
 LH0717.in June 1991.
 LH0717
 LH0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0717.GEOID18 height accuracy estimate available here.
 LH0717
 LH0717.Click photographs - Photos may exist for this station.
 LH0717
 LH0717.The dynamic height is computed by dividing the NAVD 88
 LH0717.geopotential number by the normal gravity value computed on the
 LH0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0717.degrees latitude (g = 980.6199 gals.).
 LH0717
 LH0717.The modeled gravity was interpolated from observed gravity values.
 LH0717
 LH0717;                    North         East    Units  Estimated Accuracy
 LH0717;SPC NE       -    57,500.      508,310.      MT  (+/- 180 meters Scaled)
 LH0717
 LH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK233671(NAD 83)
 LH0717
 LH0717                          SUPERSEDED SURVEY CONTROL
 LH0717
 LH0717  NGVD 29 (02/14/92)  682.548  (m)         2239.33   (f) ADJUSTED    1 2
 LH0717  NGVD 29 (??/??/87)  682.564  (m)         2239.38   (f) SUPERSEDED  1 2
 LH0717
 LH0717.Superseded values are not recommended for survey control.
 LH0717
 LH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0717.See file dsdata.pdf to determine how the superseded data were derived.
 LH0717
 LH0717_MARKER: DB = BENCH MARK DISK
 LH0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0717_STAMPING: U 24 1933
 LH0717_MARK LOGO: CGS
 LH0717_PROJECTION: PROJECTING 20 CENTIMETERS
 LH0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0717+STABILITY: SURFACE MOTION
 LH0717
 LH0717  HISTORY     - Date     Condition        Report By
 LH0717  HISTORY     - 1933     MONUMENTED       CGS
 LH0717  HISTORY     - 1941     GOOD             CGS
 LH0717  HISTORY     - 1986     GOOD             NGS
 LH0717
 LH0717                          STATION DESCRIPTION
 LH0717
 LH0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0717'3.7 MI N FROM ARAPAHOE.
 LH0717'3.7 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE CHICAGO,
 LH0717'BURLINGTON AND QUINCY RAILROAD STATION ARAPAHOE, AT THE TOP OF
 LH0717'A HILL RISING FROM THE SOUTH, ABOUT 105 YARDS NORTH OF A BRIDGE
 LH0717'WITH STEEL SIDINGS OVER A DRY BRANCH OF ELK CREEK, 50 FEET NORTH
 LH0717'OF THE CENTERLINE OF A SECTION-ROAD LEADING EAST, 11 FEET
 LH0717'NORTHEAST OF A TELEPHONE POLE, AND 30 FEET EAST OF THE CENTERLINE
 LH0717'OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 24 1933 AND SET IN
 LH0717'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LH0717
 LH0717                          STATION RECOVERY (1986)
 LH0717
 LH0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0717'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM (3.15
 LH0717'MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0717'34 AT ARAPAHOE, AT THE GOSPER-FURNAS COUNTY LINE, IN THE CENTER OF A
 LH0717'SMALL STOCK YARD, 0.3 KM (0.2 MI) NORTH OF MILEPOST 24, 84.4 METERS
 LH0717'(277 FT) WEST ACROSS A DIRT ROAD FROM THE HIGHWAY CENTERLINE, 30.8
 LH0717'METERS (101 FT) WEST OF THE CENTER OF THE DIRT ROAD, 22.1 METERS (72.5
 LH0717'FT) NORTH OF A BARB WIRE FENCE, 19.8 METERS (65 FT) EAST OF THE TOP OF
 LH0717'THE EAST BANK OF A DRY WASH, 19.2 METERS (63 FT) WEST OF A BARB WIRE
 LH0717'FENCE AND 14.6 METERS (48 FT) NORTH OF THE EXTENDED CENTER OF A DIRT
 LH0717'ROAD LEADING EAST.
 LH0717'THE MARK IS 19.3 METERS  W FROM  A WITNESS POST
 LH0717'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0156 ***********************************************************************
 MK0156  DESIGNATION -  U 241
 MK0156  PID         -  MK0156
 MK0156  STATE/COUNTY-  NE/BURT
 MK0156  COUNTRY     -  US
 MK0156  USGS QUAD   -  TEKAMAH (2017)
 MK0156
 MK0156                         *CURRENT SURVEY CONTROL
 MK0156  ______________________________________________________________________
 MK0156* NAD 83(1986) POSITION- 41 48 51.     (N) 096 09 12.     (W)   SCALED
 MK0156* NAVD 88 ORTHO HEIGHT -   315.495 (meters)     1035.09  (feet) ADJUSTED
 MK0156  ______________________________________________________________________
 MK0156  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 MK0156  DYNAMIC HEIGHT  -        315.372 (meters)     1034.68  (feet) COMP
 MK0156  MODELED GRAVITY -    980,225.7   (mgal)                       NAVD 88
 MK0156
 MK0156  VERT ORDER      -  SECOND    CLASS 0
 MK0156
 MK0156.The horizontal coordinates were scaled from a map and have
 MK0156.an estimated accuracy of +/- 6 seconds.
 MK0156
 MK0156.The orthometric height was determined by differential leveling and
 MK0156.adjusted by the NATIONAL GEODETIC SURVEY
 MK0156.in June 1991.
 MK0156
 MK0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0156.GEOID18 height accuracy estimate available here.
 MK0156
 MK0156.Click photographs - Photos may exist for this station.
 MK0156
 MK0156.The dynamic height is computed by dividing the NAVD 88
 MK0156.geopotential number by the normal gravity value computed on the
 MK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0156.degrees latitude (g = 980.6199 gals.).
 MK0156
 MK0156.The modeled gravity was interpolated from observed gravity values.
 MK0156
 MK0156;                    North         East    Units  Estimated Accuracy
 MK0156;SPC NE       -   227,030.      819,420.      MT  (+/- 180 meters Scaled)
 MK0156
 MK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364330(NAD 83)
 MK0156
 MK0156                          SUPERSEDED SURVEY CONTROL
 MK0156
 MK0156  NGVD 29 (??/??/92)  315.353  (m)         1034.62   (f) ADJ UNCH    2 0
 MK0156
 MK0156.Superseded values are not recommended for survey control.
 MK0156
 MK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0156.See file dsdata.pdf to determine how the superseded data were derived.
 MK0156
 MK0156_MARKER: DB = BENCH MARK DISK
 MK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0156_STAMPING: U 241 1947
 MK0156_MARK LOGO: CGS
 MK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0156+STABILITY: SURFACE MOTION
 MK0156
 MK0156  HISTORY     - Date     Condition        Report By
 MK0156  HISTORY     - 1947     MONUMENTED       CGS
 MK0156  HISTORY     - 1974     GOOD             LOCSUR
 MK0156
 MK0156                          STATION DESCRIPTION
 MK0156
 MK0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0156'5.8 MI NE FROM TEKAMAH.
 MK0156'3.25 MILES EAST AND 2.6 MILES NORTH ALONG GRAVEL ROADS FROM THE
 MK0156'COURT HOUSE AT TEKAMAH, IN THE SOUTHEAST ANGLE OF A CROSS ROAD,
 MK0156'146.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ARIZONA
 MK0156'CENTER SCHOOL, 59.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 MK0156'ROAD, 31.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 20.0
 MK0156'FEET SOUTH OF THE NORTHWEST CORNER OF A BOARD FENCE AROUND THE
 MK0156'SCHOOL YARD, 2.3 FEET SOUTH OF A REFERENCE POST, 1.1 FOOT WEST
 MK0156'OF THE SCHOOL YARD FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MK0156'ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 MK0156
 MK0156                          STATION RECOVERY (1974)
 MK0156
 MK0156'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0611 ***********************************************************************
 MK0611  DESIGNATION -  U 242 RESET
 MK0611  PID         -  MK0611
 MK0611  STATE/COUNTY-  NE/DOUGLAS
 MK0611  COUNTRY     -  US
 MK0611  USGS QUAD   -  ARLINGTON (2017)
 MK0611
 MK0611                         *CURRENT SURVEY CONTROL
 MK0611  ______________________________________________________________________
 MK0611* NAD 83(1986) POSITION- 41 22 43.43   (N) 096 16 03.10   (W)   HD_HELD1
 MK0611* NAVD 88 ORTHO HEIGHT -   395.58  (meters)     1297.8   (feet) RESET
 MK0611  ______________________________________________________________________
 MK0611  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 MK0611  VERT ORDER      -  THIRD
 MK0611
 MK0611.The horizontal coordinates were determined by differentially corrected
 MK0611.hand held GPS observations or other comparable positioning techniques
 MK0611.and have an estimated accuracy of +/- 3 meters.
 MK0611
 MK0611.The orthometric height was computed from unverified reset data.
 MK0611
 MK0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0611.GEOID18 height accuracy estimate available here.
 MK0611
 MK0611.Click photographs - Photos may exist for this station.
 MK0611
 MK0611;                    North         East    Units  Estimated Accuracy
 MK0611;SPC NE       -   178,314.4     812,025.0     MT  (+/- 3 meters HH1 GPS) 
 MK0611
 MK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2849584404(NAD 83)
 MK0611
 MK0611                          SUPERSEDED SURVEY CONTROL
 MK0611
 MK0611.No superseded survey control is available for this station.
 MK0611
 MK0611_MARKER: DB = BENCH MARK DISK
 MK0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0611_STAMPING: U 242 RESET 1970
 MK0611_MARK LOGO: CGS
 MK0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0611+STABILITY: SURFACE MOTION
 MK0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0611+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2015
 MK0611
 MK0611  HISTORY     - Date     Condition        Report By
 MK0611  HISTORY     - 1970     MONUMENTED       NGS
 MK0611  HISTORY     - 1976     GOOD             LOCSUR
 MK0611  HISTORY     - 20110118 GOOD             INDIV
 MK0611  HISTORY     - 20150220 GOOD             NEDR
 MK0611
 MK0611                          STATION DESCRIPTION
 MK0611
 MK0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK0611'0.5 MI N FROM ELK CITY.
 MK0611'ABOUT 0.55 MILE NORTH ALONG A SURFACED ROAD FROM THE CITY
 MK0611'HALL AT ELK CITY, IN THE SOUTHEAST ANGLE OF A INTERSECTION,
 MK0611'122.5 FEET EAST OF THE CENTER OF OLD HIGHWAY, 118.5 FEET
 MK0611'NORTH OF THE NORTHEAST CORNER OF A HOUSE, 82 FEET SOUTH OF THE
 MK0611'CENTER OF U.S. HIGHWAY 36, 1.5 FEET WEST OF A POWERLINE POLE,
 MK0611'1 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 MK0611'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK0611
 MK0611                          STATION RECOVERY (1976)
 MK0611
 MK0611'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0611'RECOVERED IN GOOD CONDITION.
 MK0611
 MK0611                          STATION RECOVERY (2011)
 MK0611
 MK0611'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0611'RECOVERED IN GOOD CONDITION.
 MK0611
 MK0611                          STATION RECOVERY (2015)
 MK0611
 MK0611'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2015 (ADB)
 MK0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0151 ***********************************************************************
 MK0151  DESIGNATION -  U 243
 MK0151  PID         -  MK0151
 MK0151  STATE/COUNTY-  NE/BURT
 MK0151  COUNTRY     -  US
 MK0151  USGS QUAD   -  HERMAN (2017)
 MK0151
 MK0151                         *CURRENT SURVEY CONTROL
 MK0151  ______________________________________________________________________
 MK0151* NAD 83(1986) POSITION- 41 44 30.     (N) 096 08 22.     (W)   SCALED
 MK0151* NAVD 88 ORTHO HEIGHT -   312.445 (meters)     1025.08  (feet) ADJUSTED
 MK0151  ______________________________________________________________________
 MK0151  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 MK0151  DYNAMIC HEIGHT  -        312.319 (meters)     1024.67  (feet) COMP
 MK0151  MODELED GRAVITY -    980,211.5   (mgal)                       NAVD 88
 MK0151
 MK0151  VERT ORDER      -  SECOND    CLASS 0
 MK0151
 MK0151.The horizontal coordinates were scaled from a map and have
 MK0151.an estimated accuracy of +/- 6 seconds.
 MK0151
 MK0151.The orthometric height was determined by differential leveling and
 MK0151.adjusted by the NATIONAL GEODETIC SURVEY
 MK0151.in June 1991.
 MK0151
 MK0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0151.GEOID18 height accuracy estimate available here.
 MK0151
 MK0151.Click photographs - Photos may exist for this station.
 MK0151
 MK0151.The dynamic height is computed by dividing the NAVD 88
 MK0151.geopotential number by the normal gravity value computed on the
 MK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0151.degrees latitude (g = 980.6199 gals.).
 MK0151
 MK0151.The modeled gravity was interpolated from observed gravity values.
 MK0151
 MK0151;                    North         East    Units  Estimated Accuracy
 MK0151;SPC NE       -   219,040.      820,930.      MT  (+/- 180 meters Scaled)
 MK0151
 MK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM378250(NAD 83)
 MK0151
 MK0151                          SUPERSEDED SURVEY CONTROL
 MK0151
 MK0151  NGVD 29 (??/??/92)  312.305  (m)         1024.62   (f) ADJ UNCH    2 0
 MK0151
 MK0151.Superseded values are not recommended for survey control.
 MK0151
 MK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0151.See file dsdata.pdf to determine how the superseded data were derived.
 MK0151
 MK0151_MARKER: DB = BENCH MARK DISK
 MK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0151_STAMPING: U 243 1947
 MK0151_MARK LOGO: CGS
 MK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0151+STABILITY: SURFACE MOTION
 MK0151
 MK0151  HISTORY     - Date     Condition        Report By
 MK0151  HISTORY     - 1947     MONUMENTED       CGS
 MK0151  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0151
 MK0151                          STATION DESCRIPTION
 MK0151
 MK0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0151'6.8 MI SE FROM TEKAMAH.
 MK0151'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0151'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0151'AND 0.25 MILE EAST ALONG GRAVEL ROADS, AT DISTRICT SCHOOL 19,
 MK0151'101.0 FEET SOUTH OF THE SOUTH END OF THE CONCRETE STEPS AT THE
 MK0151'ENTRANCE TO THE SCHOOL BUILDING, 63.4 FEET SOUTH SOUTHWEST OF A
 MK0151'STEEL FLAG POLE, 39.0 FEET NORTH OF THE CENTER OF THE ROAD, 34.9
 MK0151'FEET SOUTH SOUTHEAST OF THE CENTER OF THE TOP OF THE ENTRANCE TO
 MK0151'A CONCRETE STORM CELLAR, 18.5 FEET SOUTH OF THE CENTER OF A
 MK0151'CONCRETE WALK LEADING WEST TO A PUMP AND A WELL, 8.5 FEET WEST
 MK0151'OF THE CENTER OF THE CONCRETE WALK LEADING NORTH TO THE SCHOOL
 MK0151'BUILDING, 2.0 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE
 MK0151'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 MK0151
 MK0151                          STATION RECOVERY (1974)
 MK0151
 MK0151'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0379 ***********************************************************************
 MK0379  DESIGNATION -  U 245
 MK0379  PID         -  MK0379
 MK0379  STATE/COUNTY-  NE/BURT
 MK0379  COUNTRY     -  US
 MK0379  USGS QUAD   -  NICKERSON NE (2017)
 MK0379
 MK0379                         *CURRENT SURVEY CONTROL
 MK0379  ______________________________________________________________________
 MK0379* NAD 83(1986) POSITION- 41 41 38.     (N) 096 21 59.     (W)   SCALED
 MK0379* NAVD 88 ORTHO HEIGHT -   392.495 (meters)     1287.71  (feet) ADJUSTED
 MK0379  ______________________________________________________________________
 MK0379  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 MK0379  DYNAMIC HEIGHT  -        392.337 (meters)     1287.19  (feet) COMP
 MK0379  MODELED GRAVITY -    980,210.0   (mgal)                       NAVD 88
 MK0379
 MK0379  VERT ORDER      -  SECOND    CLASS 0
 MK0379
 MK0379.The horizontal coordinates were scaled from a map and have
 MK0379.an estimated accuracy of +/- 6 seconds.
 MK0379
 MK0379.The orthometric height was determined by differential leveling and
 MK0379.adjusted by the NATIONAL GEODETIC SURVEY
 MK0379.in June 1991.
 MK0379
 MK0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0379.GEOID18 height accuracy estimate available here.
 MK0379
 MK0379.Click photographs - Photos may exist for this station.
 MK0379
 MK0379.The dynamic height is computed by dividing the NAVD 88
 MK0379.geopotential number by the normal gravity value computed on the
 MK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0379.degrees latitude (g = 980.6199 gals.).
 MK0379
 MK0379.The modeled gravity was interpolated from observed gravity values.
 MK0379
 MK0379;                    North         East    Units  Estimated Accuracy
 MK0379;SPC NE       -   212,920.      802,300.      MT  (+/- 180 meters Scaled)
 MK0379
 MK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM191191(NAD 83)
 MK0379
 MK0379                          SUPERSEDED SURVEY CONTROL
 MK0379
 MK0379  NGVD 29 (??/??/92)  392.353  (m)         1287.24   (f) ADJ UNCH    2 0
 MK0379
 MK0379.Superseded values are not recommended for survey control.
 MK0379
 MK0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0379.See file dsdata.pdf to determine how the superseded data were derived.
 MK0379
 MK0379_MARKER: DB = BENCH MARK DISK
 MK0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0379_STAMPING: U 245 1947
 MK0379_MARK LOGO: CGS
 MK0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0379+STABILITY: SURFACE MOTION
 MK0379
 MK0379  HISTORY     - Date     Condition        Report By
 MK0379  HISTORY     - 1947     MONUMENTED       CGS
 MK0379
 MK0379                          STATION DESCRIPTION
 MK0379
 MK0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0379'6.5 MI S FROM CRAIG.
 MK0379'0.15 MILE WEST AND 6.35 MILES SOUTH ALONG GRAVEL ROADS FROM
 MK0379'THE HIGH SCHOOL AT CRAIG, AT THE NORTHWEST CORNER OF A CHURCH
 MK0379'YARD WHICH IS AT THE TOP OF A PROMINENT HILL, 0.25 MILE SOUTH
 MK0379'OF AN EAST-WEST CROSS ROAD, 49.0 FEET EAST OF THE CENTER OF
 MK0379'THE NORTH-SOUTH ROAD, 34.0 FEET SOUTH OF THE CENTER OF A PRIVATE
 MK0379'ROAD LEADING EAST, 28.2 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK0379'OF THE MAIN ENTRANCE TO THE CHURCH, 4.8 FEET EAST OF A STEEL
 MK0379'POST AT THE NORTHWEST CORNER OF THE CHURCH YARD, 1.5 FOOT EAST
 MK0379'OF A REFERENCE POST, 0.7 FOOT NORTH OF THE EAST-WEST SECTION
 MK0379'OF THE CHURCH YARD FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MK0379'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0089 ***********************************************************************
 MK0089  DESIGNATION -  U 246
 MK0089  PID         -  MK0089
 MK0089  STATE/COUNTY-  NE/WASHINGTON
 MK0089  COUNTRY     -  US
 MK0089  USGS QUAD   -  BLAIR (2017)
 MK0089
 MK0089                         *CURRENT SURVEY CONTROL
 MK0089  ______________________________________________________________________
 MK0089* NAD 83(1986) POSITION- 41 34 59.66   (N) 096 10 00.16   (W)   HD_HELD1
 MK0089* NAVD 88 ORTHO HEIGHT -   328.805 (meters)     1078.75  (feet) ADJUSTED
 MK0089  ______________________________________________________________________
 MK0089  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 MK0089  DYNAMIC HEIGHT  -        328.660 (meters)     1078.28  (feet) COMP
 MK0089  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 MK0089
 MK0089  VERT ORDER      -  SECOND    CLASS 0
 MK0089
 MK0089.This mark is at Blair Municipal Airport (83Y)
 MK0089
 MK0089.The horizontal coordinates were determined by differentially corrected
 MK0089.hand held GPS observations or other comparable positioning techniques
 MK0089.and have an estimated accuracy of +/- 3 meters.
 MK0089
 MK0089.The orthometric height was determined by differential leveling and
 MK0089.adjusted by the NATIONAL GEODETIC SURVEY
 MK0089.in June 1991.
 MK0089
 MK0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0089.GEOID18 height accuracy estimate available here.
 MK0089
 MK0089.Click photographs - Photos may exist for this station.
 MK0089
 MK0089.The dynamic height is computed by dividing the NAVD 88
 MK0089.geopotential number by the normal gravity value computed on the
 MK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0089.degrees latitude (g = 980.6199 gals.).
 MK0089
 MK0089.The modeled gravity was interpolated from observed gravity values.
 MK0089
 MK0089;                    North         East    Units  Estimated Accuracy
 MK0089;SPC NE       -   201,366.4     819,441.2     MT  (+/- 3 meters HH1 GPS) 
 MK0089
 MK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3618207382(NAD 83)
 MK0089
 MK0089                          SUPERSEDED SURVEY CONTROL
 MK0089
 MK0089  NGVD 29 (??/??/92)  328.665  (m)         1078.30   (f) ADJ UNCH    2 0
 MK0089
 MK0089.Superseded values are not recommended for survey control.
 MK0089
 MK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0089.See file dsdata.pdf to determine how the superseded data were derived.
 MK0089
 MK0089_MARKER: DB = BENCH MARK DISK
 MK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0089_STAMPING: U 246 1947
 MK0089_MARK LOGO: CGS
 MK0089_PROJECTION: RECESSED 3 CENTIMETERS
 MK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0089+STABILITY: SURFACE MOTION
 MK0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0089+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2017
 MK0089
 MK0089  HISTORY     - Date     Condition        Report By
 MK0089  HISTORY     - 1947     MONUMENTED       CGS
 MK0089  HISTORY     - 20141023 GOOD             NEDR
 MK0089  HISTORY     - 20170809 GOOD             NEGS
 MK0089
 MK0089                          STATION DESCRIPTION
 MK0089
 MK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0089'3.6 MI NW FROM BLAIR.
 MK0089'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 3.2 MILES NORTHWEST
 MK0089'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, AT
 MK0089'THE BLAIR MUNICIPAL AIRPORT, 112.3 FEET NORTH OF THE SOUTHEAST
 MK0089'CORNER OF AND 112.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 MK0089'CONCRETE RAMP WHICH IS IN FRONT OF THE HANGARS, 91.3 FEET NORTHEAST
 MK0089'OF THE NORTHEAST CORNER OF THE MOST SOUTHERLY HANGAR AND 80.8
 MK0089'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOST NORTHERLY HANGAR,
 MK0089'0.5 FOOT EAST OF THE EAST EDGE OF THE CONCRETE RAMP, SET IN A
 MK0089'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TOP OF THE RAMP.
 MK0089
 MK0089                          STATION RECOVERY (2014)
 MK0089
 MK0089'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014 (ADB)
 MK0089'RECOVERED IN GOOD CONDITION.
 MK0089
 MK0089                          STATION RECOVERY (2017)
 MK0089
 MK0089'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (TC)
 MK0089'FROM THE WEST JUNCTION OF US HIGHWAY 75 AND US HIGHWAY 30 IN BLAIR
 MK0089'NEBRASKA, PROCEED NORTH ON US HIGHWAY 75 APPROX. 3.17 MILES TO GOLF
 MK0089'COURSE ENTRANCE. TURN RIGHT AND PROCEED TO THE NORTHEAST CORNER OF
 MK0089'PARKING LOT TO STATION NEAR STEEL MAINTANCE BLDG. 
 MK0089'200.5 FEET WEST SOUTHWEST OF CENTER LINE OF HIGHWAY 75, 74.65 FEET
 MK0089'WEST OF THE SOUTHEAST CORNER OF MAINTANCE BUILDING, 3.0 FEET EAST OF
 MK0089'WITNESS POST, 0.4 FEET WEST SOUTHWEST OF CONC PARKING AREA FOR GOLFERS
 MK0089'AND IS 0.10 FEET BELOW GROUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0452 ***********************************************************************
 NM0452  DESIGNATION -  U 248
 NM0452  PID         -  NM0452
 NM0452  STATE/COUNTY-  NE/THURSTON
 NM0452  COUNTRY     -  US
 NM0452  USGS QUAD   -  MACY (2017)
 NM0452
 NM0452                         *CURRENT SURVEY CONTROL
 NM0452  ______________________________________________________________________
 NM0452* NAD 83(1986) POSITION- 42 04 29.     (N) 096 19 01.     (W)   SCALED
 NM0452* NAVD 88 ORTHO HEIGHT -   381.337 (meters)     1251.10  (feet) ADJUSTED
 NM0452  ______________________________________________________________________
 NM0452  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 NM0452  DYNAMIC HEIGHT  -        381.204 (meters)     1250.67  (feet) COMP
 NM0452  MODELED GRAVITY -    980,262.3   (mgal)                       NAVD 88
 NM0452
 NM0452  VERT ORDER      -  SECOND    CLASS 0
 NM0452
 NM0452.The horizontal coordinates were scaled from a map and have
 NM0452.an estimated accuracy of +/- 6 seconds.
 NM0452
 NM0452.The orthometric height was determined by differential leveling and
 NM0452.adjusted by the NATIONAL GEODETIC SURVEY
 NM0452.in June 1991.
 NM0452
 NM0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0452.GEOID18 height accuracy estimate available here.
 NM0452
 NM0452.Click photographs - Photos may exist for this station.
 NM0452
 NM0452.The dynamic height is computed by dividing the NAVD 88
 NM0452.geopotential number by the normal gravity value computed on the
 NM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0452.degrees latitude (g = 980.6199 gals.).
 NM0452
 NM0452.The modeled gravity was interpolated from observed gravity values.
 NM0452
 NM0452;                    North         East    Units  Estimated Accuracy
 NM0452;SPC NE       -   255,340.      804,610.      MT  (+/- 180 meters Scaled)
 NM0452
 NM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM219615(NAD 83)
 NM0452
 NM0452                          SUPERSEDED SURVEY CONTROL
 NM0452
 NM0452  NGVD 29 (??/??/92)  381.190  (m)         1250.62   (f) ADJ UNCH    2 0
 NM0452
 NM0452.Superseded values are not recommended for survey control.
 NM0452
 NM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0452.See file dsdata.pdf to determine how the superseded data were derived.
 NM0452
 NM0452_MARKER: DB = BENCH MARK DISK
 NM0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0452_STAMPING: U 248 1947
 NM0452_MARK LOGO: CGS
 NM0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0452+STABILITY: SURFACE MOTION
 NM0452
 NM0452  HISTORY     - Date     Condition        Report By
 NM0452  HISTORY     - 1947     MONUMENTED       CGS
 NM0452  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0452
 NM0452                          STATION DESCRIPTION
 NM0452
 NM0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0452'6.2 MI NW FROM DECATUR.
 NM0452'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0452'DECATUR, THENCE NORTHWEST 6.1 MILES ALONG U.S. HIGHWAY NO. 73
 NM0452'E, AT A DIRT T-ROAD LEADING EAST, 50.9 FEET NORTHEAST OF THE
 NM0452'CENTER OF THE HIGHWAY, 26.6 FEET SOUTH OF THE CENTER OF THE
 NM0452'T-ROAD, 4.4 FEET SOUTH OF A FENCE POST, 1.0 FOOT WEST OF A
 NM0452'BARBED WIRE FENCE, 2.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST AND
 NM0452'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  NOTE-- 1961
 NM0452'REPORT-FENCE AND FENCE POSTS AND THE WITNESS POST HAVE BEEN
 NM0452'CLEARED FROM THE AREA BY HEAVY EQUIPMENT AND MARK WAS PROBABLY
 NM0452'DESTROYED.
 NM0452
 NM0452                          STATION RECOVERY (1965)
 NM0452
 NM0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0452'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0039 ***********************************************************************
 LH0039  DESIGNATION -  U 249
 LH0039  PID         -  LH0039
 LH0039  STATE/COUNTY-  NE/HALL
 LH0039  COUNTRY     -  US
 LH0039  USGS QUAD   -  DONIPHAN (2017)
 LH0039
 LH0039                         *CURRENT SURVEY CONTROL
 LH0039  ______________________________________________________________________
 LH0039* NAD 83(1986) POSITION- 40 46 17.     (N) 098 22 05.     (W)   SCALED
 LH0039* NAVD 88 ORTHO HEIGHT -   591.569 (meters)     1940.84  (feet) ADJUSTED
 LH0039  ______________________________________________________________________
 LH0039  GEOID HEIGHT    -        -25.111 (meters)                     GEOID18
 LH0039  DYNAMIC HEIGHT  -        591.250 (meters)     1939.79  (feet) COMP
 LH0039  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 LH0039
 LH0039  VERT ORDER      -  FIRST     CLASS II
 LH0039
 LH0039.The horizontal coordinates were scaled from a map and have
 LH0039.an estimated accuracy of +/- 6 seconds.
 LH0039
 LH0039.The orthometric height was determined by differential leveling and
 LH0039.adjusted by the NATIONAL GEODETIC SURVEY
 LH0039.in May 1993.
 LH0039
 LH0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0039.GEOID18 height accuracy estimate available here.
 LH0039
 LH0039.Click photographs - Photos may exist for this station.
 LH0039
 LH0039.The dynamic height is computed by dividing the NAVD 88
 LH0039.geopotential number by the normal gravity value computed on the
 LH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0039.degrees latitude (g = 980.6199 gals.).
 LH0039
 LH0039.The modeled gravity was interpolated from observed gravity values.
 LH0039
 LH0039;                    North         East    Units  Estimated Accuracy
 LH0039;SPC NE       -   105,450.      637,730.      MT  (+/- 180 meters Scaled)
 LH0039
 LH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL533135(NAD 83)
 LH0039
 LH0039                          SUPERSEDED SURVEY CONTROL
 LH0039
 LH0039  NAVD 88 (06/15/91)  591.524  (m)         1940.69   (f) SUPERSEDED  1 2
 LH0039  NGVD 29 (02/14/92)  591.329  (m)         1940.05   (f) ADJUSTED    1 2
 LH0039  NGVD 29 (??/??/87)  591.286  (m)         1939.91   (f) SUPERSEDED  1 2
 LH0039
 LH0039.Superseded values are not recommended for survey control.
 LH0039
 LH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0039.See file dsdata.pdf to determine how the superseded data were derived.
 LH0039
 LH0039_MARKER: DB = BENCH MARK DISK
 LH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0039_STAMPING: U 249 1947
 LH0039_MARK LOGO: CGS
 LH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0039+STABILITY: SURFACE MOTION
 LH0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0039+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0039
 LH0039  HISTORY     - Date     Condition        Report By
 LH0039  HISTORY     - 1947     MONUMENTED       CGS
 LH0039  HISTORY     - 1950     GOOD             CGS
 LH0039  HISTORY     - 1990     GOOD             USPSQD
 LH0039  HISTORY     - 19910925 GOOD             NGS
 LH0039  HISTORY     - 20010810 GOOD             USPSQD
 LH0039
 LH0039                          STATION DESCRIPTION
 LH0039
 LH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0039'AT DONIPHAN.
 LH0039'AT DONIPHAN, 157.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LH0039'THE UNION PACIFIC RAILROAD STATION, 53.5 FEET SOUTH OF THE
 LH0039'SOUTH EDGE OF A CONCRETE SIDEWALK, 47.4 FEET EAST OF THE EAST
 LH0039'RAIL OF THE MAIN TRACK, NEAR THE NORTH END OF A ROW OF ASH
 LH0039'TREES, 3.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 LH0039'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LH0039
 LH0039                          STATION RECOVERY (1990)
 LH0039
 LH0039'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0039'RECOVERED IN GOOD CONDITION.
 LH0039
 LH0039                          STATION RECOVERY (1991)
 LH0039
 LH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0039'IN DONIPHAN, AT THE INTERSECTION OF FIRST AND EAST PLUM STREETS, 93.5
 LH0039'M (306.8 FT) EAST OF THE CENTER OF FIRST STREET, 43.6 M (143.0 FT)
 LH0039'NORTHEAST OF THE EAST END OF THE MOST NORTHERLY FOUNDATION OF AN
 LH0039'AMMONIA STORAGE TANK, 27.3 M (89.6 FT) SOUTH OF THE CENTERLINE OF
 LH0039'EAST PLUM STREET, 19.0 M (62.3 FT) SOUTH OF A UTILITY POLE, 12.2 M
 LH0039'(40.0 FT) EAST OF THE EAST EDGE OF A PARKING AREA AT THE AURORA CO-OP
 LH0039'ELEVATOR COMPANY, 11.8 M (38.7 FT) NORTH-NORTHWEST OF THE SOUTHWEST
 LH0039'CORNER OF A MOBILE HOME, 0.3 M (1.0 FT) BELOW THE LEVEL OF EAST PLUM
 LH0039'STREET, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LH0039'SURFACE.
 LH0039
 LH0039                          STATION RECOVERY (2001)
 LH0039
 LH0039'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0039'MARK IS WITHIN A FENCED-IN AREA OF HOME OWNER, 17 FT NORTH OF AN ASH
 LH0039'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 LH0039'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0046 ***********************************************************************
 LJ0046  DESIGNATION -  U 25
 LJ0046  PID         -  LJ0046
 LJ0046  STATE/COUNTY-  NE/RED WILLOW
 LJ0046  COUNTRY     -  US
 LJ0046  USGS QUAD   -  INDIANOLA (2017)
 LJ0046
 LJ0046                         *CURRENT SURVEY CONTROL
 LJ0046  ______________________________________________________________________
 LJ0046* NAD 83(1986) POSITION- 40 13 58.     (N) 100 25 02.     (W)   SCALED
 LJ0046* NAVD 88 ORTHO HEIGHT -   725.512 (meters)     2380.28  (feet) ADJUSTED
 LJ0046  ______________________________________________________________________
 LJ0046  GEOID HEIGHT    -        -24.157 (meters)                     GEOID18
 LJ0046  DYNAMIC HEIGHT  -        725.035 (meters)     2378.72  (feet) COMP
 LJ0046  MODELED GRAVITY -    979,944.8   (mgal)                       NAVD 88
 LJ0046
 LJ0046  VERT ORDER      -  FIRST     CLASS II
 LJ0046
 LJ0046.The horizontal coordinates were scaled from a map and have
 LJ0046.an estimated accuracy of +/- 6 seconds.
 LJ0046
 LJ0046.The orthometric height was determined by differential leveling and
 LJ0046.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0046.in June 1991.
 LJ0046
 LJ0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0046.GEOID18 height accuracy estimate available here.
 LJ0046
 LJ0046.Click photographs - Photos may exist for this station.
 LJ0046
 LJ0046.The dynamic height is computed by dividing the NAVD 88
 LJ0046.geopotential number by the normal gravity value computed on the
 LJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0046.degrees latitude (g = 980.6199 gals.).
 LJ0046
 LJ0046.The modeled gravity was interpolated from observed gravity values.
 LJ0046
 LJ0046;                    North         East    Units  Estimated Accuracy
 LJ0046;SPC NE       -    44,440.      464,500.      MT  (+/- 180 meters Scaled)
 LJ0046
 LJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK794545(NAD 83)
 LJ0046
 LJ0046                          SUPERSEDED SURVEY CONTROL
 LJ0046
 LJ0046  NGVD 29 (??/??/92)  725.204  (m)         2379.27   (f) ADJ UNCH    1 2
 LJ0046
 LJ0046.Superseded values are not recommended for survey control.
 LJ0046
 LJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0046.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0046
 LJ0046_MARKER: DB = BENCH MARK DISK
 LJ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0046_STAMPING: 2379.273 U 25 1933
 LJ0046_MARK LOGO: CGS
 LJ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0046+STABILITY: SURFACE MOTION
 LJ0046
 LJ0046  HISTORY     - Date     Condition        Report By
 LJ0046  HISTORY     - 1933     MONUMENTED       CGS
 LJ0046  HISTORY     - 1942     GOOD             CGS
 LJ0046
 LJ0046                          STATION DESCRIPTION
 LJ0046
 LJ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0046'AT INDIANOLA.
 LJ0046'AT INDIANOLA, REDWILLOW COUNTY, 47 FEET WEST OF THE SOUTHWEST
 LJ0046'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LJ0046'AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LJ0046'AND 17 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 LJ0046'STANDARD DISK, STAMPED U 25 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0046'POST PROJECTING 6 INCHES ABOVE GROUND.  NOW STAMPED 2379.273
 LJ0046'U 25 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0013 ***********************************************************************
 LH0013  DESIGNATION -  U 250
 LH0013  PID         -  LH0013
 LH0013  STATE/COUNTY-  NE/ADAMS
 LH0013  COUNTRY     -  US
 LH0013  USGS QUAD   -  HASTINGS WEST (2017)
 LH0013
 LH0013                         *CURRENT SURVEY CONTROL
 LH0013  ______________________________________________________________________
 LH0013* NAD 83(1986) POSITION- 40 34 05.     (N) 098 27 12.     (W)   SCALED
 LH0013* NAVD 88 ORTHO HEIGHT -   595.781 (meters)     1954.66  (feet) ADJUSTED
 LH0013  ______________________________________________________________________
 LH0013  GEOID HEIGHT    -        -25.273 (meters)                     GEOID18
 LH0013  DYNAMIC HEIGHT  -        595.445 (meters)     1953.56  (feet) COMP
 LH0013  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 LH0013
 LH0013  VERT ORDER      -  FIRST     CLASS II
 LH0013
 LH0013.This mark is at Hastings Municipal Airport (HSI)
 LH0013
 LH0013.The horizontal coordinates were scaled from a map and have
 LH0013.an estimated accuracy of +/- 6 seconds.
 LH0013
 LH0013.The orthometric height was determined by differential leveling and
 LH0013.adjusted by the NATIONAL GEODETIC SURVEY
 LH0013.in June 1991.
 LH0013
 LH0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0013.GEOID18 height accuracy estimate available here.
 LH0013
 LH0013.Click photographs - Photos may exist for this station.
 LH0013
 LH0013.The dynamic height is computed by dividing the NAVD 88
 LH0013.geopotential number by the normal gravity value computed on the
 LH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0013.degrees latitude (g = 980.6199 gals.).
 LH0013
 LH0013.The modeled gravity was interpolated from observed gravity values.
 LH0013
 LH0013;                    North         East    Units  Estimated Accuracy
 LH0013;SPC NE       -    82,750.      630,940.      MT  (+/- 180 meters Scaled)
 LH0013
 LH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK462909(NAD 83)
 LH0013
 LH0013                          SUPERSEDED SURVEY CONTROL
 LH0013
 LH0013  NGVD 29 (??/??/92)  595.549  (m)         1953.90   (f) ADJ UNCH    1 2
 LH0013
 LH0013.Superseded values are not recommended for survey control.
 LH0013
 LH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0013.See file dsdata.pdf to determine how the superseded data were derived.
 LH0013
 LH0013_MARKER: DB = BENCH MARK DISK
 LH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0013_STAMPING: U 250 1947
 LH0013_MARK LOGO: CGS
 LH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0013+STABILITY: SURFACE MOTION
 LH0013
 LH0013  HISTORY     - Date     Condition        Report By
 LH0013  HISTORY     - 1947     MONUMENTED       CGS
 LH0013
 LH0013                          STATION DESCRIPTION
 LH0013
 LH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0013'4.1 MI SW FROM HASTINGS.
 LH0013'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0013'FROM THE STATION AT HASTINGS, THENCE WEST 2.1 MILES ALONG U.S.
 LH0013'HIGHWAY NO. 6 (ALTERNATE), AT THE HASTINGS SKY RANCH AIRPORT, AT
 LH0013'THE NORTHEAST CORNER OF THE MOST NORTHERLY HANGAR, 2.7 FEET
 LH0013'NORTHWEST OF THE NORTH END OF THE CONCRETE FOUNDATION FOR THE
 LH0013'HANGAR DOORS, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE
 LH0013'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0245 ***********************************************************************
 LH0245  DESIGNATION -  U 252
 LH0245  PID         -  LH0245
 LH0245  STATE/COUNTY-  NE/WEBSTER
 LH0245  COUNTRY     -  US
 LH0245  USGS QUAD   -  AMBOY (2017)
 LH0245
 LH0245                         *CURRENT SURVEY CONTROL
 LH0245  ______________________________________________________________________
 LH0245* NAD 83(1986) POSITION- 40 06 12.     (N) 098 26 34.     (W)   SCALED
 LH0245* NAVD 88 ORTHO HEIGHT -   517.208 (meters)     1696.87  (feet) ADJUSTED
 LH0245  ______________________________________________________________________
 LH0245  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 LH0245  DYNAMIC HEIGHT  -        516.895 (meters)     1695.85  (feet) COMP
 LH0245  MODELED GRAVITY -    980,006.2   (mgal)                       NAVD 88
 LH0245
 LH0245  VERT ORDER      -  FIRST     CLASS II
 LH0245
 LH0245.The horizontal coordinates were scaled from a map and have
 LH0245.an estimated accuracy of +/- 6 seconds.
 LH0245
 LH0245.The orthometric height was determined by differential leveling and
 LH0245.adjusted by the NATIONAL GEODETIC SURVEY
 LH0245.in June 1991.
 LH0245
 LH0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0245.GEOID18 height accuracy estimate available here.
 LH0245
 LH0245.Click photographs - Photos may exist for this station.
 LH0245
 LH0245.The dynamic height is computed by dividing the NAVD 88
 LH0245.geopotential number by the normal gravity value computed on the
 LH0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0245.degrees latitude (g = 980.6199 gals.).
 LH0245
 LH0245.The modeled gravity was interpolated from observed gravity values.
 LH0245
 LH0245;                    North         East    Units  Estimated Accuracy
 LH0245;SPC NE       -    31,180.      632,760.      MT  (+/- 180 meters Scaled)
 LH0245
 LH0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK474393(NAD 83)
 LH0245
 LH0245                          SUPERSEDED SURVEY CONTROL
 LH0245
 LH0245  NGVD 29 (??/??/92)  516.995  (m)         1696.17   (f) ADJ UNCH    1 2
 LH0245
 LH0245.Superseded values are not recommended for survey control.
 LH0245
 LH0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0245.See file dsdata.pdf to determine how the superseded data were derived.
 LH0245
 LH0245_MARKER: DB = BENCH MARK DISK
 LH0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0245_STAMPING: U 252 1947
 LH0245_MARK LOGO: CGS
 LH0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0245+STABILITY: SURFACE MOTION
 LH0245
 LH0245  HISTORY     - Date     Condition        Report By
 LH0245  HISTORY     - 1947     MONUMENTED       CGS
 LH0245
 LH0245                          STATION DESCRIPTION
 LH0245
 LH0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0245'4.7 MI S FROM COWLES.
 LH0245'4.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0245'RAILROAD FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER
 LH0245'OF A ROAD CROSSING, BETWEEN THE TRACK AND A CREEK, 21.5 FEET
 LH0245'WEST OF THE WEST RAIL OF THE TRACK, 12.0 FEET SOUTH OF THE CENTER
 LH0245'LINE OF THE ROAD, 1.6 FEET NORTH OF A REFERENCE POST, ABOUT 2.0
 LH0245'FEET HIGHER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 LH0245'WHICH PROJECTS ABOUT 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0790 ***********************************************************************
 MJ0790  DESIGNATION -  U 253
 MJ0790  PID         -  MJ0790
 MJ0790  STATE/COUNTY-  NE/DOUGLAS
 MJ0790  COUNTRY     -  US
 MJ0790  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0790
 MJ0790                         *CURRENT SURVEY CONTROL
 MJ0790  ______________________________________________________________________
 MJ0790* NAD 83(1986) POSITION- 41 14 41.     (N) 095 55 44.     (W)   SCALED
 MJ0790* NAVD 88 ORTHO HEIGHT -   349.636 (meters)     1147.10  (feet) ADJUSTED
 MJ0790  ______________________________________________________________________
 MJ0790  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 MJ0790  DYNAMIC HEIGHT  -        349.492 (meters)     1146.63  (feet) COMP
 MJ0790  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 MJ0790
 MJ0790  VERT ORDER      -  FIRST     CLASS II
 MJ0790
 MJ0790.The horizontal coordinates were scaled from a map and have
 MJ0790.an estimated accuracy of +/- 6 seconds.
 MJ0790
 MJ0790.The orthometric height was determined by differential leveling and
 MJ0790.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0790.in June 1991.
 MJ0790
 MJ0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0790.GEOID18 height accuracy estimate available here.
 MJ0790
 MJ0790.Click photographs - Photos may exist for this station.
 MJ0790
 MJ0790.The dynamic height is computed by dividing the NAVD 88
 MJ0790.geopotential number by the normal gravity value computed on the
 MJ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0790.degrees latitude (g = 980.6199 gals.).
 MJ0790
 MJ0790.The modeled gravity was interpolated from observed gravity values.
 MJ0790
 MJ0790;                    North         East    Units  Estimated Accuracy
 MJ0790;SPC NE       -   164,730.      841,020.      MT  (+/- 180 meters Scaled)
 MJ0790
 MJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF545700(NAD 83)
 MJ0790
 MJ0790                          SUPERSEDED SURVEY CONTROL
 MJ0790
 MJ0790  NGVD 29 (??/??/92)  349.516  (m)         1146.70   (f) ADJ UNCH    1 2
 MJ0790
 MJ0790.Superseded values are not recommended for survey control.
 MJ0790
 MJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0790.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0790
 MJ0790_MARKER: DB = BENCH MARK DISK
 MJ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0790_STAMPING: U 253 1947
 MJ0790_MARK LOGO: CGS
 MJ0790_PROJECTION: FLUSH
 MJ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0790+STABILITY: SURFACE MOTION
 MJ0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0790+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0790
 MJ0790  HISTORY     - Date     Condition        Report By
 MJ0790  HISTORY     - 1947     MONUMENTED       CGS
 MJ0790  HISTORY     - 1976     GOOD             LOCSUR
 MJ0790  HISTORY     - 19880510 MARK NOT FOUND   NGS
 MJ0790
 MJ0790                          STATION DESCRIPTION
 MJ0790
 MJ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0790'AT OMAHA.
 MJ0790'ABOUT 25 YARDS NORTHEAST OF THE INTERSECTION OF TENTH STREET
 MJ0790'AND WORTHINGTON STREET, IN THE SOUTHWEST CORNER OF THE YARD
 MJ0790'AT THE DIETZ MEMORIAL METHODIST CHURCH, 39.8 FEET EAST OF THE
 MJ0790'EAST CURB OF TENTH STREET, 23 FEET NORTH OF THE NORTH CURB
 MJ0790'OF WORTHINGTON STREET, 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MJ0790'OF THE CHURCH, 10.7 FEET SOUTHEAST OF AN 8 INCH ELM TREE, 6.8 FEET
 MJ0790'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK MONUMENT IN HONOR
 MJ0790'OF CHURCH MEMBERS IN THE ARMED SERVICE, AND FLUSH WITH THE
 MJ0790'SURFACE OF THE GROUND.  A BRONZE DISK SET IN THE TOP OF A
 MJ0790'CONCRETE POST.
 MJ0790
 MJ0790                          STATION RECOVERY (1976)
 MJ0790
 MJ0790'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0790'RECOVERED IN GOOD CONDITION.
 MJ0790
 MJ0790                          STATION RECOVERY (1988)
 MJ0790
 MJ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0790'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0804 ***********************************************************************
 MJ0804  DESIGNATION -  U 255
 MJ0804  PID         -  MJ0804
 MJ0804  STATE/COUNTY-  NE/DOUGLAS
 MJ0804  COUNTRY     -  US
 MJ0804  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0804
 MJ0804                         *CURRENT SURVEY CONTROL
 MJ0804  ______________________________________________________________________
 MJ0804* NAD 83(1986) POSITION- 41 12 20.     (N) 095 57 27.     (W)   SCALED
 MJ0804* NAVD 88 ORTHO HEIGHT -   354.851 (meters)     1164.21  (feet) ADJUSTED
 MJ0804  ______________________________________________________________________
 MJ0804  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 MJ0804  DYNAMIC HEIGHT  -        354.704 (meters)     1163.72  (feet) COMP
 MJ0804  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 MJ0804
 MJ0804  VERT ORDER      -  FIRST     CLASS II
 MJ0804
 MJ0804.The horizontal coordinates were scaled from a map and have
 MJ0804.an estimated accuracy of +/- 6 seconds.
 MJ0804
 MJ0804.The orthometric height was determined by differential leveling and
 MJ0804.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0804.in June 1991.
 MJ0804
 MJ0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0804.GEOID18 height accuracy estimate available here.
 MJ0804
 MJ0804.Click photographs - Photos may exist for this station.
 MJ0804
 MJ0804.The dynamic height is computed by dividing the NAVD 88
 MJ0804.geopotential number by the normal gravity value computed on the
 MJ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0804.degrees latitude (g = 980.6199 gals.).
 MJ0804
 MJ0804.The modeled gravity was interpolated from observed gravity values.
 MJ0804
 MJ0804;                    North         East    Units  Estimated Accuracy
 MJ0804;SPC NE       -   160,270.      838,820.      MT  (+/- 180 meters Scaled)
 MJ0804
 MJ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF520657(NAD 83)
 MJ0804
 MJ0804                          SUPERSEDED SURVEY CONTROL
 MJ0804
 MJ0804  NGVD 29 (??/??/92)  354.732  (m)         1163.82   (f) ADJ UNCH    1 2
 MJ0804
 MJ0804.Superseded values are not recommended for survey control.
 MJ0804
 MJ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0804.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0804
 MJ0804_MARKER: DB = BENCH MARK DISK
 MJ0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0804_SP_SET: BUILDING
 MJ0804_STAMPING: U 255 1947
 MJ0804_MARK LOGO: CGS
 MJ0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0804
 MJ0804  HISTORY     - Date     Condition        Report By
 MJ0804  HISTORY     - 1947     MONUMENTED       CGS
 MJ0804
 MJ0804                          STATION DESCRIPTION
 MJ0804
 MJ0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0804'AT OMAHA.
 MJ0804'AT OMAHA, APPROXIMATELY 35 YARDS NORTHWEST OF THE INTERSECTION
 MJ0804'OF 30TH STREET AND Q STREET, IN THE SOUTH WALL OF THE ARMOUR
 MJ0804'AND COMPANY BUILDING, 18.3 FEET EAST OF THE SOUTHWEST CORNER
 MJ0804'OF THE BUILDING, SET VERTICALLY APPROXIMATELY 3.0 FEET ABOVE
 MJ0804'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1080 ***********************************************************************
 LF1080  DESIGNATION -  U 256
 LF1080  PID         -  LF1080
 LF1080  STATE/COUNTY-  NE/CASS
 LF1080  COUNTRY     -  US
 LF1080  USGS QUAD   -  MURRAY (2017)
 LF1080
 LF1080                         *CURRENT SURVEY CONTROL
 LF1080  ______________________________________________________________________
 LF1080* NAD 83(2011) POSITION- 40 57 31.09662(N) 095 55 42.11252(W)   ADJUSTED
 LF1080* NAD 83(2011) ELLIP HT-   310.978 (meters)        (06/27/12)   ADJUSTED
 LF1080* NAD 83(2011) EPOCH   -  2010.00
 LF1080* NAVD 88 ORTHO HEIGHT -   338.296 (meters)     1109.89  (feet) ADJUSTED
 LF1080  ______________________________________________________________________
 LF1080  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 LF1080  NAD 83(2011) X  -   -498,229.917 (meters)                     COMP
 LF1080  NAD 83(2011) Y  - -4,798,039.335 (meters)                     COMP
 LF1080  NAD 83(2011) Z  -  4,159,159.280 (meters)                     COMP
 LF1080  LAPLACE CORR    -         -8.49  (seconds)                    DEFLEC18
 LF1080  DYNAMIC HEIGHT  -        338.153 (meters)     1109.42  (feet) COMP
 LF1080  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 LF1080
 LF1080  VERT ORDER      -  SECOND    CLASS 0
 LF1080
 LF1080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF1080  Standards:
 LF1080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF1080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF1080  -------------------------------------------------------------------
 LF1080  NETWORK    0.49   1.14           0.23   0.15   0.58      0.00192254
 LF1080  -------------------------------------------------------------------
 LF1080  Click here for local accuracies and other accuracy information.
 LF1080
 LF1080.The horizontal coordinates were established by GPS observations
 LF1080.and adjusted by the National Geodetic Survey in June 2012.
 LF1080
 LF1080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF1080.been affixed to the stable North American tectonic plate. See 
 LF1080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF1080
 LF1080.The horizontal coordinates are valid at the epoch date displayed above
 LF1080.which is a decimal equivalence of Year/Month/Day.
 LF1080
 LF1080.The orthometric height was determined by differential leveling and
 LF1080.adjusted by the NATIONAL GEODETIC SURVEY
 LF1080.in June 1991.
 LF1080
 LF1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1080.GEOID18 height accuracy estimate available here.
 LF1080
 LF1080.Click photographs - Photos may exist for this station.
 LF1080
 LF1080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1080
 LF1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1080
 LF1080.The ellipsoidal height was determined by GPS observations
 LF1080.and is referenced to NAD 83.
 LF1080
 LF1080.The dynamic height is computed by dividing the NAVD 88
 LF1080.geopotential number by the normal gravity value computed on the
 LF1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1080.degrees latitude (g = 980.6199 gals.).
 LF1080
 LF1080.The modeled gravity was interpolated from observed gravity values.
 LF1080
 LF1080. The following values were computed from the NAD 83(2011) position.
 LF1080
 LF1080;                    North         East     Units Scale Factor Converg.
 LF1080;SPC NE       -   133,006.412   842,553.711   MT  0.99970389   +2 41 53.7
 LF1080;SPC NE       -   436,371.87  2,764,278.30   sFT  0.99970389   +2 41 53.7
 LF1080;UTM  15      - 4,538,295.837   253,550.876   MT  1.00034761   -1 55 14.0
 LF1080;UTM  14      - 4,538,710.121   758,508.299   MT  1.00042258   +2 00 52.6
 LF1080
 LF1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1080!SPC NE       -   0.99995122  x   0.99970389  =   0.99965513
 LF1080!UTM  15      -   0.99995122  x   1.00034761  =   1.00029882
 LF1080!UTM  14      -   0.99995122  x   1.00042258  =   1.00037378
 LF1080
 LF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5355038295(NAD 83)
 LF1080
 LF1080                          SUPERSEDED SURVEY CONTROL
 LF1080
 LF1080  NAD 83(2007)-  40 57 31.09662(N)    095 55 42.11309(W) AD(2002.00) 0
 LF1080  ELLIP H (02/10/07)  310.998  (m)                       GP(2002.00)    
 LF1080  ELLIP H (12/12/01)  310.984  (m)                       GP(       ) 3 2
 LF1080  NAD 83(1995)-  40 57 31.09655(N)    095 55 42.11244(W) AD(       ) 3
 LF1080  ELLIP H (08/07/98)  311.058  (m)                       GP(       ) 3 2
 LF1080  NAVD 88 (08/07/98)  338.4    (m)  GEOID96  model used  GPS OBS        
 LF1080  NGVD 29 (??/??/92)  338.195  (m)         1109.56   (f) ADJ UNCH    2 0
 LF1080
 LF1080.Superseded values are not recommended for survey control.
 LF1080
 LF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1080.See file dsdata.pdf to determine how the superseded data were derived.
 LF1080
 LF1080_MARKER: DB = BENCH MARK DISK
 LF1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1080_STAMPING: U 256 1947
 LF1080_MARK LOGO: CGS
 LF1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1080+STABILITY: SURFACE MOTION
 LF1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1080+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 LF1080
 LF1080  HISTORY     - Date     Condition        Report By
 LF1080  HISTORY     - 1947     MONUMENTED       CGS
 LF1080  HISTORY     - 19970812 GOOD             NGS
 LF1080  HISTORY     - 20100507 GOOD             INDIV
 LF1080
 LF1080                          STATION DESCRIPTION
 LF1080
 LF1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1080'1 MI S FROM MYNARD.
 LF1080'1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1080'STATION SIGN AT MYNARD, AT A ROAD CROSSING, 4 POLES SOUTH OF
 LF1080'MILEPOST 458, 62.0 FEET SOUTH OF THE CENTER LINE OF A ROAD, 50.0
 LF1080'FEET WEST OF AND 9.0 FEET HIGHER THAN THE CENTER LINE OF THE
 LF1080'TRACK, 8.7 FEET NORTHWEST OF A TELEGRAPH POLE, 2.0 FEET NORTH OF
 LF1080'A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 LF1080'CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1080
 LF1080                          STATION RECOVERY (1997)
 LF1080
 LF1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1080'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) SOUTH-SOUTHWEST OF
 LF1080'PLATTSMOUTH, 4.0 KM (2.50 MI) NORTH OF MURRAY, 1.6 KM (1.00 MI) SOUTH
 LF1080'OF MYNARD AND 1.2 KM (0.75 MI) NORTHWEST OF THE PLATTSVILLE MUNICIPAL
 LF1080'AIRPORT.  --OWNERSHIP MISSOURI PACIFIC RAILROAD RIGHT OF WAY--.  TO
 LF1080'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 75, 34 EAST AND
 LF1080'STATE HIGHWAY 66 WEST (IN WEST PLATTSMOUTH) , GO SOUTH ON U.S.
 LF1080'HIGHWAYS 75/34 FOR 4.91 KM (3.05 MI) TO A GRAVEL ROAD ON THE RIGHT.
 LF1080'TURN RIGHT AND GO WEST ON CHURCH ROAD FOR 0.56 KM (0.35 MI) TO A
 LF1080'GRAVEL ROAD LEFT (AIRPORT ENTRANCE ROAD) , CONTINUE AHEAD, WEST, FOR
 LF1080'0.8 KM (0.50 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT IN
 LF1080'THE SOUTHWEST QUADRANT OF THE INTERSECTION.  THE STATION IS A STANDARD
 LF1080'CGS BENCHMARK DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  IT
 LF1080'IS 16.1 M (52.8 FT) SOUTH OF THE CENTER OF CHURCH ROAD, 14.4 M (47.2
 LF1080'FT) WEST OF THE NEAR RAIL, 6.0 M (19.7 FT) SOUTH OF THE END OF A FENCE
 LF1080'LINE, 0.1 M (0.3 FT) EAST OF A FENCE, AND 0.1 M (0.3 FT) NORTH OF A
 LF1080'FIBERGLASS WITNESS POST.  THE MONUMENT PROJECTS 5 CM ABOVE THE GROUND
 LF1080'SURFACE.
 LF1080
 LF1080                          STATION RECOVERY (2010)
 LF1080
 LF1080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 LF1080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0114 ***********************************************************************
 LG0114  DESIGNATION -  U 257
 LG0114  PID         -  LG0114
 LG0114  STATE/COUNTY-  NE/OTOE
 LG0114  COUNTRY     -  US
 LG0114  USGS QUAD   -  AVOCA (2017)
 LG0114
 LG0114                         *CURRENT SURVEY CONTROL
 LG0114  ______________________________________________________________________
 LG0114* NAD 83(1986) POSITION- 40 45 19.     (N) 096 00 25.     (W)   SCALED
 LG0114* NAVD 88 ORTHO HEIGHT -   342.288 (meters)     1122.99  (feet) ADJUSTED
 LG0114  ______________________________________________________________________
 LG0114  GEOID HEIGHT    -        -28.064 (meters)                     GEOID18
 LG0114  DYNAMIC HEIGHT  -        342.118 (meters)     1122.43  (feet) COMP
 LG0114  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 LG0114
 LG0114  VERT ORDER      -  SECOND    CLASS 0
 LG0114
 LG0114.The horizontal coordinates were scaled from a map and have
 LG0114.an estimated accuracy of +/- 6 seconds.
 LG0114
 LG0114.The orthometric height was determined by differential leveling and
 LG0114.adjusted by the NATIONAL GEODETIC SURVEY
 LG0114.in June 1991.
 LG0114
 LG0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0114.GEOID18 height accuracy estimate available here.
 LG0114
 LG0114.Click photographs - Photos may exist for this station.
 LG0114
 LG0114.The dynamic height is computed by dividing the NAVD 88
 LG0114.geopotential number by the normal gravity value computed on the
 LG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0114.degrees latitude (g = 980.6199 gals.).
 LG0114
 LG0114.The modeled gravity was interpolated from observed gravity values.
 LG0114
 LG0114;                    North         East    Units  Estimated Accuracy
 LG0114;SPC NE       -   110,150.      836,990.      MT  (+/- 180 meters Scaled)
 LG0114
 LG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL526159(NAD 83)
 LG0114
 LG0114                          SUPERSEDED SURVEY CONTROL
 LG0114
 LG0114  NGVD 29 (??/??/92)  342.177  (m)         1122.63   (f) ADJ UNCH    2 0
 LG0114
 LG0114.Superseded values are not recommended for survey control.
 LG0114
 LG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0114.See file dsdata.pdf to determine how the superseded data were derived.
 LG0114
 LG0114_MARKER: DB = BENCH MARK DISK
 LG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0114_STAMPING: U 257 1947
 LG0114_MARK LOGO: CGS
 LG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0114+STABILITY: SURFACE MOTION
 LG0114
 LG0114  HISTORY     - Date     Condition        Report By
 LG0114  HISTORY     - 1947     MONUMENTED       CGS
 LG0114  HISTORY     - 1964     GOOD             USGS
 LG0114  HISTORY     - 20200831 MARK NOT FOUND   NEGS
 LG0114
 LG0114                          STATION DESCRIPTION
 LG0114
 LG0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0114'7.3 MI NE FROM DUNBAR.
 LG0114'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0114'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 4.0
 LG0114'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG
 LG0114'A GRADED DIRT ROAD, AT A ROAD CROSSING, 67.0 FEET NORTH OF
 LG0114'THE CENTER LINE OF AN EAST AND WEST ROAD, 22.0 FEET WEST OF
 LG0114'AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF A NORTH AND SOUTH
 LG0114'ROAD, 13.7 FEET NORTH OF AN 8 INCH ELM TREE WHICH IS AT THE
 LG0114'NORTH END OF A GATE, 12.9 FEET NORTHEAST OF A BRACE POLE FOR A
 LG0114'POWER POLE, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST
 LG0114'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LG0114'0.2 FOOT ABOVE THE GROUND.  ALSO, 6.0 MILES NORTH AND 0.3 MILE
 LG0114'EAST OF DUNBAR ALONG STATE HWY. 67, THENCE 1.0 MILE EAST ALONG
 LG0114'A CO. ROAD, NEAR COR. SECS. 7, 12, 13, AND 18, T9N. R12 AND 13
 LG0114'E, 71 FEET NORTH AND 39 FEET WEST OF AN E-W CO. ROAD, AT A T-ROAD
 LG0114'SOUTH AND A FLD. ENTRANCE NORTH, 14 FEET NORTH OF A 24 IN. ELM
 LG0114'TREE AND 12 FEET NE OF A POWER LINE GUY POLE.
 LG0114
 LG0114                          STATION RECOVERY (1964)
 LG0114
 LG0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0114'RECOVERED IN GOOD CONDITION.
 LG0114
 LG0114                          STATION RECOVERY (2020)
 LG0114
 LG0114'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0114'SEARCHED FOR.  NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0967 ***********************************************************************
 LF0967  DESIGNATION -  U 258
 LF0967  PID         -  LF0967
 LF0967  STATE/COUNTY-  NE/OTOE
 LF0967  COUNTRY     -  US
 LF0967  USGS QUAD   -  JULIAN (2017)
 LF0967
 LF0967                         *CURRENT SURVEY CONTROL
 LF0967  ______________________________________________________________________
 LF0967* NAD 83(1986) POSITION- 40 33 10.     (N) 095 47 41.     (W)   SCALED
 LF0967* NAVD 88 ORTHO HEIGHT -   333.089 (meters)     1092.81  (feet) ADJUSTED
 LF0967  ______________________________________________________________________
 LF0967  GEOID HEIGHT    -        -29.624 (meters)                     GEOID18
 LF0967  DYNAMIC HEIGHT  -        332.910 (meters)     1092.22  (feet) COMP
 LF0967  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 LF0967
 LF0967  VERT ORDER      -  SECOND    CLASS 0
 LF0967
 LF0967.The horizontal coordinates were scaled from a map and have
 LF0967.an estimated accuracy of +/- 6 seconds.
 LF0967
 LF0967.The orthometric height was determined by differential leveling and
 LF0967.adjusted by the NATIONAL GEODETIC SURVEY
 LF0967.in June 1991.
 LF0967
 LF0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0967.GEOID18 height accuracy estimate available here.
 LF0967
 LF0967.Click photographs - Photos may exist for this station.
 LF0967
 LF0967.The dynamic height is computed by dividing the NAVD 88
 LF0967.geopotential number by the normal gravity value computed on the
 LF0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0967.degrees latitude (g = 980.6199 gals.).
 LF0967
 LF0967.The modeled gravity was interpolated from observed gravity values.
 LF0967
 LF0967;                    North         East    Units  Estimated Accuracy
 LF0967;SPC NE       -    88,540.      855,980.      MT  (+/- 180 meters Scaled)
 LF0967
 LF0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE633928(NAD 83)
 LF0967
 LF0967                          SUPERSEDED SURVEY CONTROL
 LF0967
 LF0967  NGVD 29 (??/??/92)  332.987  (m)         1092.47   (f) ADJ UNCH    2 0
 LF0967
 LF0967.Superseded values are not recommended for survey control.
 LF0967
 LF0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0967.See file dsdata.pdf to determine how the superseded data were derived.
 LF0967
 LF0967_MARKER: DB = BENCH MARK DISK
 LF0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0967_STAMPING: U 258 1947
 LF0967_MARK LOGO: CGS
 LF0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0967+STABILITY: SURFACE MOTION
 LF0967
 LF0967  HISTORY     - Date     Condition        Report By
 LF0967  HISTORY     - 1947     MONUMENTED       CGS
 LF0967
 LF0967                          STATION DESCRIPTION
 LF0967
 LF0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0967'6.4 MI NE FROM JULIAN.
 LF0967'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0967'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD AND
 LF0967'1.0 MILE NORTH ALONG A GRAVEL ROAD, 276.0 FEET NORTH OF THE CENTER
 LF0967'OF AN EAST-WEST CROSS ROAD, 155.0 FEET SOUTH OF A POINT IN LINE
 LF0967'WITH THE SOUTH WALL OF A BRICK FARM HOUSE, 61.0 FEET SOUTH OF THE
 LF0967'SOUTH SIDE OF A 4 1/2-FOOT COTTONWOOD TREE, 53.0 FEET SOUTH OF THE
 LF0967'CENTER OF A PRIVATE DRIVE-WAY LEADING EAST TO A FARM HOUSE, 36.0
 LF0967'FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 1.3 FOOT
 LF0967'NORTH OF A REFERENCE POST, 0.7 FOOT WEST OF THE EAST RIGHT OF WAY
 LF0967'FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 LF0967'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0740 ***********************************************************************
 LF0740  DESIGNATION -  U 259
 LF0740  PID         -  LF0740
 LF0740  STATE/COUNTY-  NE/NEMAHA
 LF0740  COUNTRY     -  US
 LF0740  USGS QUAD   -  AUBURN (2017)
 LF0740
 LF0740                         *CURRENT SURVEY CONTROL
 LF0740  ______________________________________________________________________
 LF0740* NAD 83(1986) POSITION- 40 23 34.     (N) 095 48 50.     (W)   SCALED
 LF0740* NAVD 88 ORTHO HEIGHT -   280.301 (meters)      919.62  (feet) ADJUSTED
 LF0740  ______________________________________________________________________
 LF0740  GEOID HEIGHT    -        -29.627 (meters)                     GEOID18
 LF0740  DYNAMIC HEIGHT  -        280.152 (meters)      919.13  (feet) COMP
 LF0740  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 LF0740
 LF0740  VERT ORDER      -  SECOND    CLASS 0
 LF0740
 LF0740.The horizontal coordinates were scaled from a map and have
 LF0740.an estimated accuracy of +/- 6 seconds.
 LF0740
 LF0740.The orthometric height was determined by differential leveling and
 LF0740.adjusted by the NATIONAL GEODETIC SURVEY
 LF0740.in June 1991.
 LF0740
 LF0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0740.GEOID18 height accuracy estimate available here.
 LF0740
 LF0740.Click photographs - Photos may exist for this station.
 LF0740
 LF0740.The dynamic height is computed by dividing the NAVD 88
 LF0740.geopotential number by the normal gravity value computed on the
 LF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0740.degrees latitude (g = 980.6199 gals.).
 LF0740
 LF0740.The modeled gravity was interpolated from observed gravity values.
 LF0740
 LF0740;                    North         East    Units  Estimated Accuracy
 LF0740;SPC NE       -    70,720.      855,220.      MT  (+/- 180 meters Scaled)
 LF0740
 LF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE611751(NAD 83)
 LF0740
 LF0740                          SUPERSEDED SURVEY CONTROL
 LF0740
 LF0740  NGVD 29 (??/??/92)  280.217  (m)          919.35   (f) ADJ UNCH    2 0
 LF0740
 LF0740.Superseded values are not recommended for survey control.
 LF0740
 LF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0740.See file dsdata.pdf to determine how the superseded data were derived.
 LF0740
 LF0740_MARKER: DB = BENCH MARK DISK
 LF0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0740_SP_SET: BRIDGE
 LF0740_STAMPING: U 259 1947
 LF0740_MARK LOGO: CGS
 LF0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0740
 LF0740  HISTORY     - Date     Condition        Report By
 LF0740  HISTORY     - 1947     MONUMENTED       CGS
 LF0740  HISTORY     - 20090629 MARK NOT FOUND   GEOCAC
 LF0740
 LF0740                          STATION DESCRIPTION
 LF0740
 LF0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0740'1.1 MI E FROM AUBURN.
 LF0740'0.4 MILE SOUTHEAST ALONG THE TRACK AND 0.7 MILE EAST ALONG STATE
 LF0740'HIGHWAY NO. 3 FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 LF0740'AUBURN, AT THE WEST END OF A STEEL BRIDGE OVER THE NEMAHA
 LF0740'RIVER, 14.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP
 LF0740'OF THE SOUTHEAST END OF THE NORTHWEST WING WALL OF THE BRIDGE
 LF0740'AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 LF0740
 LF0740                          STATION RECOVERY (2009)
 LF0740
 LF0740'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0740'BRIDGE APPEARS TO HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0741 ***********************************************************************
 LF0741  DESIGNATION -  U 259 RESET
 LF0741  PID         -  LF0741
 LF0741  STATE/COUNTY-  NE/NEMAHA
 LF0741  COUNTRY     -  US
 LF0741  USGS QUAD   -  AUBURN (2017)
 LF0741
 LF0741                         *CURRENT SURVEY CONTROL
 LF0741  ______________________________________________________________________
 LF0741* NAD 83(1986) POSITION- 40 23 34.     (N) 095 48 49.     (W)   SCALED
 LF0741* NAVD 88 ORTHO HEIGHT -   283.04  (meters)      928.6   (feet) RESET
 LF0741  ______________________________________________________________________
 LF0741  GEOID HEIGHT    -        -29.628 (meters)                     GEOID18
 LF0741  VERT ORDER      -  THIRD
 LF0741
 LF0741.The horizontal coordinates were scaled from a map and have
 LF0741.an estimated accuracy of +/- 6 seconds.
 LF0741
 LF0741.The orthometric height was computed from unverified reset data.
 LF0741
 LF0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0741.GEOID18 height accuracy estimate available here.
 LF0741
 LF0741.Click photographs - Photos may exist for this station.
 LF0741
 LF0741;                    North         East    Units  Estimated Accuracy
 LF0741;SPC NE       -    70,720.      855,240.      MT  (+/- 180 meters Scaled)
 LF0741
 LF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE611751(NAD 83)
 LF0741
 LF0741                          SUPERSEDED SURVEY CONTROL
 LF0741
 LF0741  NGVD 29 (??/??/??)  282.95   (m)          928.3    (f) RESET       3  
 LF0741
 LF0741.Superseded values are not recommended for survey control.
 LF0741
 LF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0741.See file dsdata.pdf to determine how the superseded data were derived.
 LF0741
 LF0741_MARKER: DB = BENCH MARK DISK
 LF0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0741_SP_SET: BRIDGE
 LF0741_STAMPING: U 259 RESET 1966
 LF0741_MARK LOGO: CGS
 LF0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0741
 LF0741  HISTORY     - Date     Condition        Report By
 LF0741  HISTORY     - 1966     MONUMENTED       CGS
 LF0741  HISTORY     - 1974     GOOD             NGS
 LF0741  HISTORY     - 20090629 MARK NOT FOUND   GEOCAC
 LF0741
 LF0741                          STATION DESCRIPTION
 LF0741
 LF0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LF0741'1.1 MI E FROM AUBURN.
 LF0741'0.4 MILE SOUTHEAST ALONG THE TRACK AND 0.7 MILE EAST ALONG STATE
 LF0741'HIGHWAY 3 FROM THE MISSOURI PACIFIC RAILROAD STATION AT AUBURN,
 LF0741'SET IN THE TOP OF CONCRETE ABUTMENT WING AT THE WEST END OF
 LF0741'BRIDGE OVER THE NEMAHA RIVER, 17 FEET NORTH OF THE CENTERLINE
 LF0741'OF HIGHWAY 136.
 LF0741
 LF0741                          STATION RECOVERY (1974)
 LF0741
 LF0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0741'RECOVERED IN GOOD CONDITION.
 LF0741
 LF0741                          STATION RECOVERY (2009)
 LF0741
 LF0741'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0741'BRIDGE APPEARS TO HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0764 ***********************************************************************
 LF0764  DESIGNATION -  U 260
 LF0764  PID         -  LF0764
 LF0764  STATE/COUNTY-  NE/RICHARDSON
 LF0764  COUNTRY     -  US
 LF0764  USGS QUAD   -  VERDON (2017)
 LF0764
 LF0764                         *CURRENT SURVEY CONTROL
 LF0764  ______________________________________________________________________
 LF0764* NAD 83(1986) POSITION- 40 14 51.64   (N) 095 40 19.76   (W)   SCALED
 LF0764* NAVD 88 ORTHO HEIGHT -   339.863 (meters)     1115.03  (feet) ADJUSTED
 LF0764  ______________________________________________________________________
 LF0764  GEOID HEIGHT    -        -30.133 (meters)                     GEOID18
 LF0764  DYNAMIC HEIGHT  -        339.676 (meters)     1114.42  (feet) COMP
 LF0764  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 LF0764
 LF0764  VERT ORDER      -  SECOND    CLASS 0
 LF0764
 LF0764.The horizontal coordinates were scaled from a map and have
 LF0764.an estimated accuracy of +/- 6 seconds.
 LF0764
 LF0764.The orthometric height was determined by differential leveling and
 LF0764.adjusted by the NATIONAL GEODETIC SURVEY
 LF0764.in June 1991.
 LF0764
 LF0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0764.GEOID18 height accuracy estimate available here.
 LF0764
 LF0764.Click photographs - Photos may exist for this station.
 LF0764
 LF0764.The dynamic height is computed by dividing the NAVD 88
 LF0764.geopotential number by the normal gravity value computed on the
 LF0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0764.degrees latitude (g = 980.6199 gals.).
 LF0764
 LF0764.The modeled gravity was interpolated from observed gravity values.
 LF0764
 LF0764;                    North         East    Units  Estimated Accuracy
 LF0764;SPC NE       -    55,200.      868,060.      MT  (+/- 180 meters Scaled)
 LF0764
 LF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7271858673(NAD 83)
 LF0764
 LF0764                          SUPERSEDED SURVEY CONTROL
 LF0764
 LF0764  NGVD 29 (??/??/92)  339.786  (m)         1114.78   (f) ADJ UNCH    2 0
 LF0764
 LF0764.Superseded values are not recommended for survey control.
 LF0764
 LF0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0764.See file dsdata.pdf to determine how the superseded data were derived.
 LF0764
 LF0764_MARKER: DB = BENCH MARK DISK
 LF0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0764_STAMPING: U 260 1947
 LF0764_MARK LOGO: CGS
 LF0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0764+STABILITY: SURFACE MOTION
 LF0764
 LF0764  HISTORY     - Date     Condition        Report By
 LF0764  HISTORY     - 1947     MONUMENTED       CGS
 LF0764
 LF0764                          STATION DESCRIPTION
 LF0764
 LF0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0764'2 MI NE FROM SHUBERT.
 LF0764'0.4 MILE SOUTH ALONG MAIN STREET, 0.6 MILE EAST ALONG STATE
 LF0764'HIGHWAY NO. 62 AND 1.0 MILE NORTH ALONG STATE HIGHWAY NO. 67
 LF0764'FROM THE SCHOOL AT SHUBERT, IN THE NORTHWEST ANGLE OF A CROSS
 LF0764'ROAD AND IN THE FRONT LAWN OF A FARM HOUSE, 119.0 FEET WEST OF
 LF0764'THE CENTER OF THE HIGHWAY, 107.5 FEET SOUTH OF THE SOUTHEAST
 LF0764'CORNER OF A TWO STORY FARM HOUSE, 27.0 FEET NORTH OF THE
 LF0764'CENTER OF AN EAST-WEST GRAVEL ROAD, 6.0 FEET EAST OF A 2-FOOT
 LF0764'ELM TREE, 1.5 FOOT WEST OF A REFERENCE POST, SET IN A CONCRETE
 LF0764'POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0765 ***********************************************************************
 LF0765  DESIGNATION -  U 260 RESET
 LF0765  PID         -  LF0765
 LF0765  STATE/COUNTY-  NE/RICHARDSON
 LF0765  COUNTRY     -  US
 LF0765  USGS QUAD   -  VERDON (2017)
 LF0765
 LF0765                         *CURRENT SURVEY CONTROL
 LF0765  ______________________________________________________________________
 LF0765* NAD 83(1986) POSITION- 40 14 52.01   (N) 095 40 19.67   (W)   SCALED
 LF0765* NAVD 88 ORTHO HEIGHT -   339.62  (meters)     1114.2   (feet) RESET
 LF0765  ______________________________________________________________________
 LF0765  GEOID HEIGHT    -        -30.133 (meters)                     GEOID18
 LF0765  VERT ORDER      -  THIRD
 LF0765
 LF0765.The horizontal coordinates were scaled from a map and have
 LF0765.an estimated accuracy of +/- 6 seconds.
 LF0765
 LF0765.The orthometric height was computed from unverified reset data.
 LF0765
 LF0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0765.GEOID18 height accuracy estimate available here.
 LF0765
 LF0765.Click photographs - Photos may exist for this station.
 LF0765
 LF0765;                    North         East    Units  Estimated Accuracy
 LF0765;SPC NE       -    55,230.      868,060.      MT  (+/- 180 meters Scaled)
 LF0765
 LF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7272058684(NAD 83)
 LF0765
 LF0765                          SUPERSEDED SURVEY CONTROL
 LF0765
 LF0765  NGVD 29 (??/??/??)  339.54   (m)         1114.0    (f) RESET       3  
 LF0765
 LF0765.Superseded values are not recommended for survey control.
 LF0765
 LF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0765.See file dsdata.pdf to determine how the superseded data were derived.
 LF0765
 LF0765_MARKER: DB = BENCH MARK DISK
 LF0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0765_STAMPING: U 260 RESET 1965
 LF0765_MARK LOGO: CGS
 LF0765_PROJECTION: FLUSH
 LF0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0765+STABILITY: SURFACE MOTION
 LF0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0765+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 LF0765
 LF0765  HISTORY     - Date     Condition        Report By
 LF0765  HISTORY     - 1965     MONUMENTED       CGS
 LF0765  HISTORY     - 20120523 GOOD             NEGS
 LF0765
 LF0765                          STATION DESCRIPTION
 LF0765
 LF0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0765'2 MI NE FROM SHUBERT.
 LF0765'0.4 MILE SOUTH ALONG MAIN STREET, 0.6 MILE EAST ALONG
 LF0765'STATE HIGHWAY 62 AND 1.0 MILE NORTH ALONG STATE HIGHWAY 67 FROM
 LF0765'SHUBERT, 112 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 76.5
 LF0765'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 LF0765'76.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 LF0765'64 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, AND 16
 LF0765'FEET SOUTHWEST OF A 36-INCH ELM TREE.  A STANDARD DISK IS
 LF0765'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0765
 LF0765                          STATION RECOVERY (2012)
 LF0765
 LF0765'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2012 (DM)
 LF0765'MARK FOUND IN GOOD CONDITION. MARK IS ON THE EDGE OF A CULTIVATED
 LF0765'FIELD AND IN DANGER OF BEING DESTROYED.  A NEW MARK WAS ESTABLISHED BY
 LF0765'NEGS APPROX.400' NE FROM U 260 RESET 1965 AND DESIGNATED U 260 RESET
 LF0765'2012.  IT IS A ROUND CONCRETE MONUMENT WITH A NGS VERTICAL CONTROL
 LF0765'DISK.
 LF0765'
 LF0765'IT IS LOCATED APPROX.1.5 MILES N.E. OF SHUBERT,NE,ALONG STATE HWY.67
 LF0765'AT MP 7+10. IT IS 60' EAST OF HWY.67.
 LF0765'A LEVEL LOOP WAS RUN FROM V 260 RESET 1960 THROUGH U 260 RESET 2012
 LF0765'AND INTO T 260 RESET 1965.THE EQUIPMENT USED WAS A LEICA DNA10 DIGITAL
 LF0765'LEVEL WITH BAR CODED RODS.
 LF0765'THE LENGTH OF THE RUN WAS 10725' WITH A CLOSURE OF 0.000'
 LF0765'U 260 RESET 2012 ELEVATION=1104.004'.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DR2719 ***********************************************************************
 DR2719  DESIGNATION -  U 260 RESET
 DR2719  PID         -  DR2719
 DR2719  STATE/COUNTY-  NE/RICHARDSON
 DR2719  COUNTRY     -  US
 DR2719  USGS QUAD   -  VERDON (2017)
 DR2719
 DR2719                         *CURRENT SURVEY CONTROL
 DR2719  ______________________________________________________________________
 DR2719* NAD 83(1986) POSITION- 40 14 56.2    (N) 095 40 17.4    (W)   SCALED
 DR2719* NAVD 88 ORTHO HEIGHT -   336.50  (meters)     1104.0   (feet) RESET
 DR2719  ______________________________________________________________________
 DR2719  GEOID HEIGHT    -        -30.133 (meters)                     GEOID18
 DR2719  VERT ORDER      -  THIRD
 DR2719
 DR2719.The horizontal coordinates were scaled from a map and have
 DR2719.an estimated accuracy of +/- 6 seconds.
 DR2719
 DR2719.The orthometric height was computed from unverified reset data.
 DR2719
 DR2719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2719.GEOID18 height accuracy estimate available here.
 DR2719
 DR2719.Click photographs - Photos may exist for this station.
 DR2719
 DR2719;                    North         East    Units  Estimated Accuracy
 DR2719;SPC NE       -    55,360.      868,100.      MT  (+/- 180 meters Scaled)
 DR2719
 DR2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7277858812(NAD 83)
 DR2719
 DR2719                          SUPERSEDED SURVEY CONTROL
 DR2719
 DR2719.No superseded survey control is available for this station.
 DR2719
 DR2719_MARKER: DV = VERTICAL CONTROL DISK
 DR2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR2719_STAMPING: U 260 RESET 2012
 DR2719_MARK LOGO: NGS
 DR2719_PROJECTION: FLUSH
 DR2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR2719+STABILITY: SURFACE MOTION
 DR2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2719+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DR2719
 DR2719  HISTORY     - Date     Condition        Report By
 DR2719  HISTORY     - 20120523 MONUMENTED       NEGS
 DR2719
 DR2719                          STATION DESCRIPTION
 DR2719
 DR2719'DESCRIBED BY NEBRASKA GEODETIC SURVEY 2012 (DM)
 DR2719'THE RESET BENCH MARK IS LOCATED ABOUT 14.9 KM (9.3 MI) EAST-SOUTHEAST
 DR2719'OF HOWE, 11.7 KM (7.3 MI) NORTH-NORTHEAST OF VERDON, 9.9 KM (6.2 MI)
 DR2719'SOUTH OF NEMAHA, 8.7 KM (5.4 MI) WEST-NORTHWEST OF BARADA AND 1.5 MI
 DR2719'(2.4 KM) NORTHEAST OF SHUBERT.
 DR2719'
 DR2719'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 62 AND STATE
 DR2719'HIGHWAY 67, PROCEED 1.1 MI (1.8 KM) NORTH TO THE BENCH MARK ON THE
 DR2719'RIGHT, EAST OF THE HIGHWAY.
 DR2719'
 DR2719'THE MARK IS FOUND 60 FT (18.3 M) EAST OF MILEPOST 7+10 ALONG HIGHWAY
 DR2719'67 SET IN A ROUND CONCRETE MONUMENT APPROXIMATELY 400 FT (121.9 M)
 DR2719'NORTHEAST FROM U 260 RESET 1965.
 DR2719'
 DR2719'NOTE--A LEVEL LOOP WAS RUN FROM V 260 RESET 1960 THROUGH U 260 RESET
 DR2719'2012 AND INTO T 260 RESET 1965. THE EQUIPMENT USED WAS A LEICA DNA10
 DR2719'DIGITAL LEVEL WITH BAR CODED RODS. THE LENGTH OF THE RUN WAS 10725'
 DR2719'WITH A CLOSURE OF 0.000'. U 260 RESET 2012 ELEVATION=1104.004 FEET
 DR2719'(336.500 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0860 ***********************************************************************
 NM0860  DESIGNATION -  U 261
 NM0860  PID         -  NM0860
 NM0860  STATE/COUNTY-  NE/DAKOTA
 NM0860  COUNTRY     -  US
 NM0860  USGS QUAD   -  PONCA (2017)
 NM0860
 NM0860                         *CURRENT SURVEY CONTROL
 NM0860  ______________________________________________________________________
 NM0860* NAD 83(1986) POSITION- 42 30 09.     (N) 096 40 57.     (W)   SCALED
 NM0860* NAVD 88 ORTHO HEIGHT -   389.060 (meters)     1276.44  (feet) ADJUSTED
 NM0860  ______________________________________________________________________
 NM0860  GEOID HEIGHT    -        -25.563 (meters)                     GEOID18
 NM0860  DYNAMIC HEIGHT  -        388.936 (meters)     1276.03  (feet) COMP
 NM0860  MODELED GRAVITY -    980,290.6   (mgal)                       NAVD 88
 NM0860
 NM0860  VERT ORDER      -  SECOND    CLASS 0
 NM0860
 NM0860.The horizontal coordinates were scaled from a map and have
 NM0860.an estimated accuracy of +/- 6 seconds.
 NM0860
 NM0860.The orthometric height was determined by differential leveling and
 NM0860.adjusted by the NATIONAL GEODETIC SURVEY
 NM0860.in June 1991.
 NM0860
 NM0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0860.GEOID18 height accuracy estimate available here.
 NM0860
 NM0860.Click photographs - Photos may exist for this station.
 NM0860
 NM0860.The dynamic height is computed by dividing the NAVD 88
 NM0860.geopotential number by the normal gravity value computed on the
 NM0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0860.degrees latitude (g = 980.6199 gals.).
 NM0860
 NM0860.The modeled gravity was interpolated from observed gravity values.
 NM0860
 NM0860;                    North         East    Units  Estimated Accuracy
 NM0860;SPC NE       -   301,590.      772,570.      MT  (+/- 180 meters Scaled)
 NM0860
 NM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN904081(NAD 83)
 NM0860
 NM0860                          SUPERSEDED SURVEY CONTROL
 NM0860
 NM0860  NGVD 29 (??/??/92)  388.884  (m)         1275.86   (f) ADJ UNCH    2 0
 NM0860
 NM0860.Superseded values are not recommended for survey control.
 NM0860
 NM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0860.See file dsdata.pdf to determine how the superseded data were derived.
 NM0860
 NM0860_MARKER: DB = BENCH MARK DISK
 NM0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0860_STAMPING: U 261 1948
 NM0860_MARK LOGO: CGS
 NM0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0860+STABILITY: SURFACE MOTION
 NM0860
 NM0860  HISTORY     - Date     Condition        Report By
 NM0860  HISTORY     - 1948     MONUMENTED       CGS
 NM0860
 NM0860                          STATION DESCRIPTION
 NM0860
 NM0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0860'3.3 MI NW FROM WILLIS.
 NM0860'3.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM THE JUNCTION
 NM0860'WITH U.S. HIGHWAY NO. 20 AT WILLIS, AT A T ROAD, BETWEEN THE
 NM0860'HIGHWAY AND AN OLD RAILROAD CUT WHICH IS NOW FILLED IN AND
 NM0860'FORMING THE ROAD LEADING SOUTH, 82.0 FEET EAST OF THE CENTER LINE
 NM0860'OF THE DIRT ROAD, 40.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0860'HIGHWAY, 2.2 FEET SOUTH OF A FENCE LINE, JUST EAST OF THE
 NM0860'SUMMIT OF A HILL, ON THE EAST SLOPE, 1.3 FEET EAST OF A REFERENCE
 NM0860'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0860'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1583 ***********************************************************************
 NM1583  DESIGNATION -  U 261 RESET
 NM1583  PID         -  NM1583
 NM1583  STATE/COUNTY-  NE/DAKOTA
 NM1583  COUNTRY     -  US
 NM1583  USGS QUAD   -  PONCA (2017)
 NM1583
 NM1583                         *CURRENT SURVEY CONTROL
 NM1583  ______________________________________________________________________
 NM1583* NAD 83(1986) POSITION- 42 30 09.     (N) 096 40 57.     (W)   SCALED
 NM1583* NAVD 88 ORTHO HEIGHT -   385.31  (+/-2cm)     1264.1   (feet) VERTCON
 NM1583  ______________________________________________________________________
 NM1583  GEOID HEIGHT    -        -25.563 (meters)                     GEOID18
 NM1583  VERT ORDER      -  THIRD (See Below)
 NM1583
 NM1583.The horizontal coordinates were scaled from a map and have
 NM1583.an estimated accuracy of +/- 6 seconds.
 NM1583
 NM1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1583
 NM1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1583.GEOID18 height accuracy estimate available here.
 NM1583
 NM1583.The vertical order pertains to the NGVD 29 superseded value.
 NM1583
 NM1583.Click photographs - Photos may exist for this station.
 NM1583
 NM1583;                    North         East    Units  Estimated Accuracy
 NM1583;SPC NE       -   301,590.      772,570.      MT  (+/- 180 meters Scaled)
 NM1583
 NM1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN904081(NAD 83)
 NM1583
 NM1583                          SUPERSEDED SURVEY CONTROL
 NM1583
 NM1583  NGVD 29 (01/31/13)  385.13   (m)         1263.5    (f) RESET       3  
 NM1583
 NM1583.Superseded values are not recommended for survey control.
 NM1583
 NM1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1583.See file dsdata.pdf to determine how the superseded data were derived.
 NM1583
 NM1583_MARKER: DV = VERTICAL CONTROL DISK
 NM1583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NM1583+WITH SETTING: INFORMATION.
 NM1583_STAMPING: U 261 RESET 1975
 NM1583_MARK LOGO: NGS
 NM1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1583
 NM1583  HISTORY     - Date     Condition        Report By
 NM1583  HISTORY     - 1975     MONUMENTED       NGS
 NM1583
 NM1583                          STATION DESCRIPTION
 NM1583
 NM1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1583'3.3 MI NW FROM WILLIS.
 NM1583'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE
 NM1583'HIGHWAY 12 AND U.S. HIGHWAY 20 AT THE VILLAGE OF WILLIS, 98.8 FEET
 NM1583'NORTH OF THE CENTER OF HIGHWAY 12, 52 FEET EAST OF A POWER POLE
 NM1583'BRACE POST AND A 4-INCH CAST ALUMINUM BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0670 ***********************************************************************
 NM0670  DESIGNATION -  U 262
 NM0670  PID         -  NM0670
 NM0670  STATE/COUNTY-  NE/DAKOTA
 NM0670  COUNTRY     -  US
 NM0670  USGS QUAD   -  JACKSON (2017)
 NM0670
 NM0670                         *CURRENT SURVEY CONTROL
 NM0670  ______________________________________________________________________
 NM0670* NAD 83(1986) POSITION- 42 27 18.     (N) 096 33 38.     (W)   SCALED
 NM0670* NAVD 88 ORTHO HEIGHT -   339.451 (meters)     1113.68  (feet) ADJUSTED
 NM0670  ______________________________________________________________________
 NM0670  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 NM0670  DYNAMIC HEIGHT  -        339.342 (meters)     1113.32  (feet) COMP
 NM0670  MODELED GRAVITY -    980,290.6   (mgal)                       NAVD 88
 NM0670
 NM0670  VERT ORDER      -  SECOND    CLASS 0
 NM0670
 NM0670.The horizontal coordinates were scaled from a map and have
 NM0670.an estimated accuracy of +/- 6 seconds.
 NM0670
 NM0670.The orthometric height was determined by differential leveling and
 NM0670.adjusted by the NATIONAL GEODETIC SURVEY
 NM0670.in June 1991.
 NM0670
 NM0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0670.GEOID18 height accuracy estimate available here.
 NM0670
 NM0670.Click photographs - Photos may exist for this station.
 NM0670
 NM0670.The dynamic height is computed by dividing the NAVD 88
 NM0670.geopotential number by the normal gravity value computed on the
 NM0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0670.degrees latitude (g = 980.6199 gals.).
 NM0670
 NM0670.The modeled gravity was interpolated from observed gravity values.
 NM0670
 NM0670;                    North         East    Units  Estimated Accuracy
 NM0670;SPC NE       -   296,710.      782,790.      MT  (+/- 180 meters Scaled)
 NM0670
 NM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN005031(NAD 83)
 NM0670
 NM0670                          SUPERSEDED SURVEY CONTROL
 NM0670
 NM0670  NGVD 29 (??/??/92)  339.283  (m)         1113.13   (f) ADJ UNCH    2 0
 NM0670
 NM0670.Superseded values are not recommended for survey control.
 NM0670
 NM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0670.See file dsdata.pdf to determine how the superseded data were derived.
 NM0670
 NM0670_MARKER: DB = BENCH MARK DISK
 NM0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0670_STAMPING: U 262 1948
 NM0670_MARK LOGO: CGS
 NM0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0670+STABILITY: SURFACE MOTION
 NM0670
 NM0670  HISTORY     - Date     Condition        Report By
 NM0670  HISTORY     - 1948     MONUMENTED       CGS
 NM0670  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0670
 NM0670                          STATION DESCRIPTION
 NM0670
 NM0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0670'0.6 MI N FROM JACKSON.
 NM0670'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0670'JACKSON, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, ON THE OUTSIDE
 NM0670'OF A SLIGHT CURVE, 40.0 FEET SOUTH OF THE CENTER LINE OF A ROAD
 NM0670'LEADING EAST, 32.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0670'ROAD, 4.0 FEET NORTHWEST OF A CORNER FENCE POST, 1.2 FEET NORTH
 NM0670'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0670'0.3 FOOT ABOVE THE GROUND.
 NM0670
 NM0670                          STATION RECOVERY (1966)
 NM0670
 NM0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0670'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0621 ***********************************************************************
 LF0621  DESIGNATION -  U 266
 LF0621  PID         -  LF0621
 LF0621  STATE/COUNTY-  NE/RICHARDSON
 LF0621  COUNTRY     -  US
 LF0621  USGS QUAD   -  BARADA (2017)
 LF0621
 LF0621                         *CURRENT SURVEY CONTROL
 LF0621  ______________________________________________________________________
 LF0621* NAD 83(1986) POSITION- 40 11 35.     (N) 095 31 16.     (W)   SCALED
 LF0621* NAVD 88 ORTHO HEIGHT -   306.248 (meters)     1004.75  (feet) ADJUSTED
 LF0621  ______________________________________________________________________
 LF0621  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 LF0621  DYNAMIC HEIGHT  -        306.081 (meters)     1004.20  (feet) COMP
 LF0621  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LF0621
 LF0621  VERT ORDER      -  SECOND    CLASS 0
 LF0621
 LF0621.The horizontal coordinates were scaled from a map and have
 LF0621.an estimated accuracy of +/- 6 seconds.
 LF0621
 LF0621.The orthometric height was determined by differential leveling and
 LF0621.adjusted by the NATIONAL GEODETIC SURVEY
 LF0621.in June 1991.
 LF0621
 LF0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0621.GEOID18 height accuracy estimate available here.
 LF0621
 LF0621.Click photographs - Photos may exist for this station.
 LF0621
 LF0621.The dynamic height is computed by dividing the NAVD 88
 LF0621.geopotential number by the normal gravity value computed on the
 LF0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0621.degrees latitude (g = 980.6199 gals.).
 LF0621
 LF0621.The modeled gravity was interpolated from observed gravity values.
 LF0621
 LF0621;                    North         East    Units  Estimated Accuracy
 LF0621;SPC NE       -    49,820.      881,190.      MT  (+/- 180 meters Scaled)
 LF0621
 LF0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE853522(NAD 83)
 LF0621
 LF0621                          SUPERSEDED SURVEY CONTROL
 LF0621
 LF0621  NGVD 29 (??/??/92)  306.179  (m)         1004.52   (f) ADJ UNCH    2 0
 LF0621
 LF0621.Superseded values are not recommended for survey control.
 LF0621
 LF0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0621.See file dsdata.pdf to determine how the superseded data were derived.
 LF0621
 LF0621_MARKER: DB = BENCH MARK DISK
 LF0621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0621_SP_SET: CULVERT HEADWALL
 LF0621_STAMPING: U 266 1947
 LF0621_MARK LOGO: CGS
 LF0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0621+STABILITY: SURFACE MOTION
 LF0621
 LF0621  HISTORY     - Date     Condition        Report By
 LF0621  HISTORY     - 1947     MONUMENTED       CGS
 LF0621  HISTORY     - 20080925 MARK NOT FOUND   INDIV
 LF0621
 LF0621                          STATION DESCRIPTION
 LF0621
 LF0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0621'10.8 MI N FROM PRESTON.
 LF0621'10.75 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO,
 LF0621'BURLINGTON AND QUINCY RAILROAD STATION AT PRESTON, 0.25 MILE
 LF0621'NORTH OF AN EAST-WEST CROSS ROAD, 14.0 FEET WEST OF THE CENTER
 LF0621'OF THE ROAD, SET IN THE TOP AND 3.0 FEET NORTH OF THE SOUTH
 LF0621'END OF THE WEST HEAD WALL OF A 3X4X10-FOOT CONCRETE CULVERT
 LF0621'UNDER THE ROAD AND ABOUT THE SAME ELEVATION AS THE ROAD.
 LF0621
 LF0621                          STATION RECOVERY (2008)
 LF0621
 LF0621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0621'THE BOX CULVERT ON WHICH THE MARK WAS INSTALLED HAS BEEN REPLACED WITH
 LF0621'AN 18 INCH CMP.  MARK WAS UNDOUBTEDLY DESTROYED DURING REMOVAL OF BOX
 LF0621'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0655 ***********************************************************************
 LF0655  DESIGNATION -  U 267
 LF0655  PID         -  LF0655
 LF0655  STATE/COUNTY-  NE/RICHARDSON
 LF0655  COUNTRY     -  US
 LF0655  USGS QUAD   -  BARADA (2017)
 LF0655
 LF0655                         *CURRENT SURVEY CONTROL
 LF0655  ______________________________________________________________________
 LF0655* NAD 83(1986) POSITION- 40 08 42.     (N) 095 33 31.     (W)   SCALED
 LF0655* NAVD 88 ORTHO HEIGHT -   306.961 (meters)     1007.09  (feet) ADJUSTED
 LF0655  ______________________________________________________________________
 LF0655  GEOID HEIGHT    -        -30.471 (meters)                     GEOID18
 LF0655  DYNAMIC HEIGHT  -        306.792 (meters)     1006.53  (feet) COMP
 LF0655  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LF0655
 LF0655  VERT ORDER      -  SECOND    CLASS 0
 LF0655
 LF0655.The horizontal coordinates were scaled from a map and have
 LF0655.an estimated accuracy of +/- 6 seconds.
 LF0655
 LF0655.The orthometric height was determined by differential leveling and
 LF0655.adjusted by the NATIONAL GEODETIC SURVEY
 LF0655.in June 1991.
 LF0655
 LF0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0655.GEOID18 height accuracy estimate available here.
 LF0655
 LF0655.Click photographs - Photos may exist for this station.
 LF0655
 LF0655.The dynamic height is computed by dividing the NAVD 88
 LF0655.geopotential number by the normal gravity value computed on the
 LF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0655.degrees latitude (g = 980.6199 gals.).
 LF0655
 LF0655.The modeled gravity was interpolated from observed gravity values.
 LF0655
 LF0655;                    North         East    Units  Estimated Accuracy
 LF0655;SPC NE       -    44,320.      878,270.      MT  (+/- 180 meters Scaled)
 LF0655
 LF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE820469(NAD 83)
 LF0655
 LF0655                          SUPERSEDED SURVEY CONTROL
 LF0655
 LF0655  NGVD 29 (??/??/92)  306.892  (m)         1006.86   (f) ADJ UNCH    2 0
 LF0655
 LF0655.Superseded values are not recommended for survey control.
 LF0655
 LF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0655.See file dsdata.pdf to determine how the superseded data were derived.
 LF0655
 LF0655_MARKER: DB = BENCH MARK DISK
 LF0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0655_SP_SET: CULVERT HEADWALL
 LF0655_STAMPING: U 267 1947
 LF0655_MARK LOGO: CGS
 LF0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0655+STABILITY: SURFACE MOTION
 LF0655
 LF0655  HISTORY     - Date     Condition        Report By
 LF0655  HISTORY     - 1947     MONUMENTED       CGS
 LF0655  HISTORY     - 1980     GOOD             LOCSUR
 LF0655
 LF0655                          STATION DESCRIPTION
 LF0655
 LF0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0655'8.2 MI E FROM VERDON.
 LF0655'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 2.55 MILES EAST
 LF0655'ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0655'AT VERDON, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 35.0 FEET
 LF0655'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 16.0 FEET NORTH
 LF0655'OF THE CENTER OF THE EAST-WEST ROAD, SET IN THE TOP OF AND
 LF0655'7.4 FEET EAST OF THE WEST END OF THE NORTH HEAD WALL OF A 5 X
 LF0655'FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT 1 FOOT ABOVE THE
 LF0655'ROAD.
 LF0655
 LF0655                          STATION RECOVERY (1980)
 LF0655
 LF0655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0215 ***********************************************************************
 LH0215  DESIGNATION -  U 268
 LH0215  PID         -  LH0215
 LH0215  STATE/COUNTY-  NE/NUCKOLLS
 LH0215  COUNTRY     -  US
 LH0215  USGS QUAD   -  BOSTWICK (2017)
 LH0215
 LH0215                         *CURRENT SURVEY CONTROL
 LH0215  ______________________________________________________________________
 LH0215* NAD 83(1986) POSITION- 40 03 11.     (N) 098 12 03.     (W)   SCALED
 LH0215* NAVD 88 ORTHO HEIGHT -   493.256 (meters)     1618.29  (feet) ADJUSTED
 LH0215  ______________________________________________________________________
 LH0215  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 LH0215  DYNAMIC HEIGHT  -        492.966 (meters)     1617.34  (feet) COMP
 LH0215  MODELED GRAVITY -    980,022.7   (mgal)                       NAVD 88
 LH0215
 LH0215  VERT ORDER      -  FIRST     CLASS II
 LH0215
 LH0215.The horizontal coordinates were scaled from a map and have
 LH0215.an estimated accuracy of +/- 6 seconds.
 LH0215
 LH0215.The orthometric height was determined by differential leveling and
 LH0215.adjusted by the NATIONAL GEODETIC SURVEY
 LH0215.in June 1991.
 LH0215
 LH0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0215.GEOID18 height accuracy estimate available here.
 LH0215
 LH0215.Click photographs - Photos may exist for this station.
 LH0215
 LH0215.The dynamic height is computed by dividing the NAVD 88
 LH0215.geopotential number by the normal gravity value computed on the
 LH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0215.degrees latitude (g = 980.6199 gals.).
 LH0215
 LH0215.The modeled gravity was interpolated from observed gravity values.
 LH0215
 LH0215;                    North         East    Units  Estimated Accuracy
 LH0215;SPC NE       -    25,990.      653,500.      MT  (+/- 180 meters Scaled)
 LH0215
 LH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK681339(NAD 83)
 LH0215
 LH0215                          SUPERSEDED SURVEY CONTROL
 LH0215
 LH0215  NGVD 29 (??/??/92)  493.069  (m)         1617.68   (f) ADJ UNCH    1 2
 LH0215
 LH0215.Superseded values are not recommended for survey control.
 LH0215
 LH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0215.See file dsdata.pdf to determine how the superseded data were derived.
 LH0215
 LH0215_MARKER: DB = BENCH MARK DISK
 LH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0215_STAMPING: U 268 1947
 LH0215_MARK LOGO: CGS
 LH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0215+STABILITY: SURFACE MOTION
 LH0215
 LH0215  HISTORY     - Date     Condition        Report By
 LH0215  HISTORY     - 1947     MONUMENTED       CGS
 LH0215
 LH0215                          STATION DESCRIPTION
 LH0215
 LH0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0215'0.8 MI W FROM BOSTWICK.
 LH0215'0.85 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0215'FROM THE STATION AT BOSTWICK, 0.15 MILE EAST OF MILE POST NO.
 LH0215'178, 0.1 MILE WEST OF A NORTH-SOUTH ROAD CROSSING, AT THE TOP
 LH0215'OF A HILL, 36.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 9.3
 LH0215'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 9.0 FEET EAST OF
 LH0215'THE FIFTH TELEPHONE POLE WEST OF A NORTH-SOUTH ROAD CROSSING,
 LH0215'2.3 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LH0215'3 FEET ABOVE THE TRACK AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0050 ***********************************************************************
 LH0050  DESIGNATION -  U 269
 LH0050  PID         -  LH0050
 LH0050  STATE/COUNTY-  NE/HALL
 LH0050  COUNTRY     -  US
 LH0050  USGS QUAD   -  GRAND ISLAND (2017)
 LH0050
 LH0050                         *CURRENT SURVEY CONTROL
 LH0050  ______________________________________________________________________
 LH0050* NAD 83(1986) POSITION- 40 53 15.61   (N) 098 22 06.11   (W)   HD_HELD1
 LH0050* NAVD 88 ORTHO HEIGHT -   568.058 (meters)     1863.70  (feet) ADJUSTED
 LH0050  ______________________________________________________________________
 LH0050  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 LH0050  DYNAMIC HEIGHT  -        567.757 (meters)     1862.72  (feet) COMP
 LH0050  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 LH0050
 LH0050  VERT ORDER      -  FIRST     CLASS II
 LH0050
 LH0050.The horizontal coordinates were determined by differentially corrected
 LH0050.hand held GPS observations or other comparable positioning techniques
 LH0050.and have an estimated accuracy of +/- 3 meters.
 LH0050
 LH0050.The orthometric height was determined by differential leveling and
 LH0050.adjusted by the NATIONAL GEODETIC SURVEY
 LH0050.in May 1993.
 LH0050
 LH0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0050.GEOID18 height accuracy estimate available here.
 LH0050
 LH0050.Click photographs - Photos may exist for this station.
 LH0050
 LH0050.The dynamic height is computed by dividing the NAVD 88
 LH0050.geopotential number by the normal gravity value computed on the
 LH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0050.degrees latitude (g = 980.6199 gals.).
 LH0050
 LH0050.The modeled gravity was interpolated from observed gravity values.
 LH0050
 LH0050;                    North         East    Units  Estimated Accuracy
 LH0050;SPC NE       -   118,357.1     637,463.6     MT  (+/- 3 meters HH1 GPS) 
 LH0050
 LH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5321126479(NAD 83)
 LH0050
 LH0050                          SUPERSEDED SURVEY CONTROL
 LH0050
 LH0050  NAVD 88 (06/15/91)  568.071  (m)         1863.75   (f) SUPERSEDED  1 2
 LH0050  NGVD 29 (02/14/92)  567.811  (m)         1862.89   (f) ADJUSTED    1 2
 LH0050  NGVD 29 (??/??/87)  567.826  (m)         1862.94   (f) SUPERSEDED  1 2
 LH0050
 LH0050.Superseded values are not recommended for survey control.
 LH0050
 LH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0050.See file dsdata.pdf to determine how the superseded data were derived.
 LH0050
 LH0050_MARKER: DB = BENCH MARK DISK
 LH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0050_STAMPING: U 269 1947
 LH0050_MARK LOGO: CGS
 LH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0050+STABILITY: SURFACE MOTION
 LH0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0050+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0050
 LH0050  HISTORY     - Date     Condition        Report By
 LH0050  HISTORY     - 1947     MONUMENTED       CGS
 LH0050  HISTORY     - 19910924 GOOD             NGS
 LH0050
 LH0050                          STATION DESCRIPTION
 LH0050
 LH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0050'3.4 MI S FROM GRAND ISLAND.
 LH0050'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0050'AT GRAND ISLAND, AT A ROAD CROSSING, 75.0 FEET SOUTH OF THE
 LH0050'CENTER LINE OF THE ROAD, 46.2 FEET EAST OF THE EAST RAIL, 17.8
 LH0050'FEET SOUTHEAST OF THE NINTH POLE NORTH OF MILEPOST 248, 10.0
 LH0050'FEET WEST OF THE FOURTH TREE SOUTH OF THE NORTH END OF A ROW
 LH0050'OF COTTONWOOD TREES (A 14 INCH COTTONWOOD TREE AND IS LOCATED
 LH0050'AT THE NORTHWEST CORNER OF A SHED IN A FARMERS YARD), 3.0 FEET
 LH0050'SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE
 LH0050'TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE
 LH0050'OF THE GROUND.
 LH0050
 LH0050                          STATION RECOVERY (1991)
 LH0050
 LH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0050'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0050'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI) EASTERLY
 LH0050'ALONG STATE HIGHWAY 2 (HUSKER HIGHWAY), 22.7 M (74.5 FT) SOUTH OF THE
 LH0050'CENTERLINE OF THE HIGHWAY, 15.8 M (51.8 FT) SOUTHEAST OF THE
 LH0050'SOUTHEAST CORNER OF A UNION PACIFIC RAILROAD UTILITY BOX, 14.1 M
 LH0050'(46.3 FT) EAST OF THE NEAR RAIL, 7.2 M (23.6 FT) SOUTH OF A UTILITY
 LH0050'POLE WITH A TRANSFORMER AND A METER BOX, 0.7 M (2.3 FT) SOUTH OF A
 LH0050'FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 LH0050'FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A FENCE, AND THE
 LH0050'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0271 ***********************************************************************
 NO0271  DESIGNATION -  U 27
 NO0271  PID         -  NO0271
 NO0271  STATE/COUNTY-  NE/CHERRY
 NO0271  COUNTRY     -  US
 NO0271  USGS QUAD   -  WHITMAN NW (2017)
 NO0271
 NO0271                         *CURRENT SURVEY CONTROL
 NO0271  ______________________________________________________________________
 NO0271* NAD 83(1986) POSITION- 42 09 07.23   (N) 101 43 33.66   (W)   HD_HELD1
 NO0271* NAVD 88 ORTHO HEIGHT -  1127.934 (meters)     3700.56  (feet) ADJUSTED
 NO0271  ______________________________________________________________________
 NO0271  GEOID HEIGHT    -        -19.230 (meters)                     GEOID18
 NO0271  DYNAMIC HEIGHT  -       1127.322 (meters)     3698.56  (feet) COMP
 NO0271  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 NO0271
 NO0271  VERT ORDER      -  SECOND    CLASS 0
 NO0271
 NO0271.The horizontal coordinates were determined by differentially corrected
 NO0271.hand held GPS observations or other comparable positioning techniques
 NO0271.and have an estimated accuracy of +/- 3 meters.
 NO0271
 NO0271.The orthometric height was determined by differential leveling and
 NO0271.adjusted by the NATIONAL GEODETIC SURVEY
 NO0271.in June 1991.
 NO0271
 NO0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0271.GEOID18 height accuracy estimate available here.
 NO0271
 NO0271.Click photographs - Photos may exist for this station.
 NO0271
 NO0271.The dynamic height is computed by dividing the NAVD 88
 NO0271.geopotential number by the normal gravity value computed on the
 NO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0271.degrees latitude (g = 980.6199 gals.).
 NO0271
 NO0271.The modeled gravity was interpolated from observed gravity values.
 NO0271
 NO0271;                    North         East    Units  Estimated Accuracy
 NO0271;SPC NE       -   258,860.9     357,388.2     MT  (+/- 3 meters HH1 GPS) 
 NO0271
 NO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7476770250(NAD 83)
 NO0271
 NO0271                          SUPERSEDED SURVEY CONTROL
 NO0271
 NO0271  NGVD 29 (??/??/92) 1127.467  (m)         3699.03   (f) ADJ UNCH    2 0
 NO0271
 NO0271.Superseded values are not recommended for survey control.
 NO0271
 NO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0271.See file dsdata.pdf to determine how the superseded data were derived.
 NO0271
 NO0271_MARKER: DB = BENCH MARK DISK
 NO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0271_STAMPING: U 27 1934
 NO0271_MARK LOGO: CGS
 NO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0271+STABILITY: SURFACE MOTION
 NO0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0271+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 NO0271
 NO0271  HISTORY     - Date     Condition        Report By
 NO0271  HISTORY     - 1934     MONUMENTED       CGS
 NO0271  HISTORY     - 1948     GOOD             CGS
 NO0271  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0271  HISTORY     - 20100316 GOOD             NEDR
 NO0271  HISTORY     - 20200128 GOOD             NEGS
 NO0271
 NO0271                          STATION DESCRIPTION
 NO0271
 NO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0271'12.2 MI N FROM HYANNIS.
 NO0271'IN CHERRY COUNTY, 12.2 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0271'HYANNIS, GRANT COUNTY, ALONG ROAD TO ROTHWELL RANCH, 3.8 MILES
 NO0271'SOUTH-SOUTHEAST ALONG ROAD FROM ROTHWELL RANCH HOUSE, 0.7 MILE
 NO0271'NORTH OF RED MILL SCHOOL, 0.1 MILE WEST OF CORNER SECS, 10,
 NO0271'11, 14, AND 15, T. 25 N., R. 38 W., 0.2 MILE NORTH OF WINGMILL,
 NO0271'159 FEET NORTHWEST OF AUTO GATE, 40 FEET NORTH OF WEST OF THE
 NO0271'DUMBELL SCHOOLHOUSE, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 NO0271'HIGHWAY, INSIDE FENCE AT ANGLE, AND IN A FENCE CORNER.  A
 NO0271'STANDARD DISK, STAMPED U 27 1934 AND SET IN THE TOP OF A CONCRETE
 NO0271'POST.
 NO0271
 NO0271                          STATION RECOVERY (1985)
 NO0271
 NO0271'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0271'MARK NOT FOUND.
 NO0271
 NO0271                          STATION RECOVERY (2010)
 NO0271
 NO0271'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (DM)
 NO0271'TO REACH MARK FROM THE WEST JCT. OF STATE HIGHWAY 61 AND STATE HIGHWAY
 NO0271'2 IN HYANNIS,NE.,GO NORTHERLY ON HIGHWAY 61 FOR 12.95 MILES TO MARK ON
 NO0271'LEFT.
 NO0271
 NO0271                          STATION RECOVERY (2020)
 NO0271
 NO0271'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 NO0271'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 61 IN
 NO0271'HYANNIS, NE. - GO NORTH ON N-61 APPROXIMATELY 11.25 MI (18.10 KM) TO
 NO0271'MILE POST 170+07 AND THE MARK ON THE LEFT (WEST) SIDE OF THE ROAD.
 NO0271'
 NO0271'IT IS 1.6 SOUTH OF A GATE POST, 130 FT (39.6 M) WEST OF A CORNER POST
 NO0271'OF AN EAST-WEST RIGHT-OF-WAY FENCE, 187 FT (57.0 M) WEST OF THE
 NO0271'CENTERLINE OF NE. HIGHWAY 61 AND 0.8 FT (24 CM) EAST OF AN ORANGE
 NO0271'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1421 ***********************************************************************
 NM1421  DESIGNATION -  U 270
 NM1421  PID         -  NM1421
 NM1421  STATE/COUNTY-  NE/KNOX
 NM1421  COUNTRY     -  US
 NM1421  USGS QUAD   -  TABOR SE (2017)
 NM1421
 NM1421                         *CURRENT SURVEY CONTROL
 NM1421  ______________________________________________________________________
 NM1421* NAD 83(1986) POSITION- 42 50 07.     (N) 097 36 18.     (W)   SCALED
 NM1421* NAVD 88 ORTHO HEIGHT -   407.355 (meters)     1336.46  (feet) ADJUSTED
 NM1421  ______________________________________________________________________
 NM1421  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 NM1421  DYNAMIC HEIGHT  -        407.229 (meters)     1336.05  (feet) COMP
 NM1421  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 NM1421
 NM1421  VERT ORDER      -  SECOND    CLASS 0
 NM1421
 NM1421.The horizontal coordinates were scaled from a map and have
 NM1421.an estimated accuracy of +/- 6 seconds.
 NM1421
 NM1421.The orthometric height was determined by differential leveling and
 NM1421.adjusted by the NATIONAL GEODETIC SURVEY
 NM1421.in June 1991.
 NM1421
 NM1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1421.GEOID18 height accuracy estimate available here.
 NM1421
 NM1421.Click photographs - Photos may exist for this station.
 NM1421
 NM1421.The dynamic height is computed by dividing the NAVD 88
 NM1421.geopotential number by the normal gravity value computed on the
 NM1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1421.degrees latitude (g = 980.6199 gals.).
 NM1421
 NM1421.The modeled gravity was interpolated from observed gravity values.
 NM1421
 NM1421;                    North         East    Units  Estimated Accuracy
 NM1421;SPC NE       -   336,030.      695,770.      MT  (+/- 180 meters Scaled)
 NM1421
 NM1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN140434(NAD 83)
 NM1421
 NM1421                          SUPERSEDED SURVEY CONTROL
 NM1421
 NM1421  NGVD 29 (??/??/92)  407.139  (m)         1335.76   (f) ADJ UNCH    2 0
 NM1421
 NM1421.Superseded values are not recommended for survey control.
 NM1421
 NM1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1421.See file dsdata.pdf to determine how the superseded data were derived.
 NM1421
 NM1421_MARKER: DB = BENCH MARK DISK
 NM1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1421_STAMPING: U 270 1949
 NM1421_MARK LOGO: CGS
 NM1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1421+STABILITY: SURFACE MOTION
 NM1421
 NM1421  HISTORY     - Date     Condition        Report By
 NM1421  HISTORY     - 1949     MONUMENTED       CGS
 NM1421
 NM1421                          STATION DESCRIPTION
 NM1421
 NM1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1421'14.1 MI NW FROM CROFTON.
 NM1421'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1421'HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1421'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1421'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1421'MILE WEST 0.3 MILE SOUTH AND 1.2 MILES WEST ALONG A DIRT ROAD,
 NM1421'THENCE 0.2 MILE NORTH 0.4 MILE WEST AND 0.1 MILE SOUTH ALONG A
 NM1421'DIRT ROAD, 65.0 FEET NORTH OF A FENCE CORNER, 64 FEET SOUTHWEST OF
 NM1421'THE SOUTHWEST CORNER OF A LARGE ABANDONED YELLOW STONE HOUSE, 27
 NM1421'FEET EAST OF THE CENTER LINE OF THE ROAD, 10.7 FEET NORTHWEST OF
 NM1421'A 6-INCH CEDAR TREE, 1.3 FEET SOUTH OF A REFERENCE POST, AND SET
 NM1421'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1421'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1391 ***********************************************************************
 NM1391  DESIGNATION -  U 271 RESET
 NM1391  PID         -  NM1391
 NM1391  STATE/COUNTY-  NE/KNOX
 NM1391  COUNTRY     -  US
 NM1391  USGS QUAD   -  SANTEE (2017)
 NM1391
 NM1391                         *CURRENT SURVEY CONTROL
 NM1391  ______________________________________________________________________
 NM1391* NAD 83(1986) POSITION- 42 50 28.     (N) 097 51 05.     (W)   SCALED
 NM1391* NAVD 88 ORTHO HEIGHT -   379.81  (meters)     1246.1   (feet) RESET
 NM1391  ______________________________________________________________________
 NM1391  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 NM1391  VERT ORDER      -  THIRD
 NM1391
 NM1391.The horizontal coordinates were scaled from a map and have
 NM1391.an estimated accuracy of +/- 6 seconds.
 NM1391
 NM1391.The orthometric height was computed from unverified reset data.
 NM1391
 NM1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1391.GEOID18 height accuracy estimate available here.
 NM1391
 NM1391.Click photographs - Photos may exist for this station.
 NM1391
 NM1391;                    North         East    Units  Estimated Accuracy
 NM1391;SPC NE       -   336,150.      675,620.      MT  (+/- 180 meters Scaled)
 NM1391
 NM1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN938438(NAD 83)
 NM1391
 NM1391                          SUPERSEDED SURVEY CONTROL
 NM1391
 NM1391.No superseded survey control is available for this station.
 NM1391
 NM1391_MARKER: DB = BENCH MARK DISK
 NM1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1391_STAMPING: U 271 RESET 1970
 NM1391_MARK LOGO: CGS
 NM1391_PROJECTION: FLUSH
 NM1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1391+STABILITY: SURFACE MOTION
 NM1391
 NM1391  HISTORY     - Date     Condition        Report By
 NM1391  HISTORY     - 1970     MONUMENTED       NGS
 NM1391
 NM1391                          STATION DESCRIPTION
 NM1391
 NM1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1391'AT SANTEE.
 NM1391'AT SANTEE, AT THE ENTRANCE TO THE COMMUNITY HALL, 104.5 FEET
 NM1391'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE COMMUNITY HALL,
 NM1391'70.5 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 44 FEET
 NM1391'NORTH OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR
 NM1391'WAR MEMORIAL MONUMENT, 41 FEET WEST OF THE CENTER OF A DRIVEWAY,
 NM1391'1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 NM1391'ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1046 ***********************************************************************
 NM1046  DESIGNATION -  U 272
 NM1046  PID         -  NM1046
 NM1046  STATE/COUNTY-  NE/CEDAR
 NM1046  COUNTRY     -  US
 NM1046  USGS QUAD   -  MENOMINEE (2017)
 NM1046
 NM1046                         *CURRENT SURVEY CONTROL
 NM1046  ______________________________________________________________________
 NM1046* NAD 83(1986) POSITION- 42 50 14.     (N) 097 15 36.     (W)   SCALED
 NM1046* NAVD 88 ORTHO HEIGHT -   355.407 (meters)     1166.03  (feet) ADJUSTED
 NM1046  ______________________________________________________________________
 NM1046  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 NM1046  DYNAMIC HEIGHT  -        355.304 (meters)     1165.69  (feet) COMP
 NM1046  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 NM1046
 NM1046  VERT ORDER      -  SECOND    CLASS 0
 NM1046
 NM1046.The horizontal coordinates were scaled from a map and have
 NM1046.an estimated accuracy of +/- 6 seconds.
 NM1046
 NM1046.The orthometric height was determined by differential leveling and
 NM1046.adjusted by the NATIONAL GEODETIC SURVEY
 NM1046.in June 1991.
 NM1046
 NM1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1046.GEOID18 height accuracy estimate available here.
 NM1046
 NM1046.Click photographs - Photos may exist for this station.
 NM1046
 NM1046.The dynamic height is computed by dividing the NAVD 88
 NM1046.geopotential number by the normal gravity value computed on the
 NM1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1046.degrees latitude (g = 980.6199 gals.).
 NM1046
 NM1046.The modeled gravity was interpolated from observed gravity values.
 NM1046
 NM1046;                    North         East    Units  Estimated Accuracy
 NM1046;SPC NE       -   337,090.      723,960.      MT  (+/- 180 meters Scaled)
 NM1046
 NM1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN422442(NAD 83)
 NM1046
 NM1046                          SUPERSEDED SURVEY CONTROL
 NM1046
 NM1046  NGVD 29 (??/??/92)  355.204  (m)         1165.37   (f) ADJ UNCH    2 0
 NM1046
 NM1046.Superseded values are not recommended for survey control.
 NM1046
 NM1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1046.See file dsdata.pdf to determine how the superseded data were derived.
 NM1046
 NM1046_MARKER: DB = BENCH MARK DISK
 NM1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1046_STAMPING: U 272 1949
 NM1046_MARK LOGO: CGS
 NM1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1046+STABILITY: SURFACE MOTION
 NM1046
 NM1046  HISTORY     - Date     Condition        Report By
 NM1046  HISTORY     - 1949     MONUMENTED       CGS
 NM1046
 NM1046                          STATION DESCRIPTION
 NM1046
 NM1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1046'2.7 MI NW FROM ST HELENA.
 NM1046'0.25 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH
 NM1046'AT ST. HELENA, THENCE 0.55 MILE WEST ALONG A GRADED DIRT ROAD,
 NM1046'THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.6 MILES
 NM1046'NORTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF HENERY T. SCHMIDT,
 NM1046'280 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING SOUTH, 100
 NM1046'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 46.6 FEET
 NM1046'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 7.3 FEET WEST
 NM1046'OF THE SOUTHWEST CORNER OF A SHED, 4.0 FEET EAST OF A POWER
 NM1046'TRANSMISSION LINE POLE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM1046'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0306 ***********************************************************************
 NN0306  DESIGNATION -  U 273
 NN0306  PID         -  NN0306
 NN0306  STATE/COUNTY-  NE/BOYD
 NN0306  COUNTRY     -  US
 NN0306  USGS QUAD   -  BRISTOW (2017)
 NN0306
 NN0306                         *CURRENT SURVEY CONTROL
 NN0306  ______________________________________________________________________
 NN0306* NAD 83(1986) POSITION- 42 52 17.     (N) 098 35 06.     (W)   SCALED
 NN0306* NAVD 88 ORTHO HEIGHT -   502.900 (meters)     1649.93  (feet) ADJUSTED
 NN0306  ______________________________________________________________________
 NN0306  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 NN0306  DYNAMIC HEIGHT  -        502.718 (meters)     1649.33  (feet) COMP
 NN0306  MODELED GRAVITY -    980,243.4   (mgal)                       NAVD 88
 NN0306
 NN0306  VERT ORDER      -  SECOND    CLASS 0
 NN0306
 NN0306.The horizontal coordinates were scaled from a map and have
 NN0306.an estimated accuracy of +/- 6 seconds.
 NN0306
 NN0306.The orthometric height was determined by differential leveling and
 NN0306.adjusted by the NATIONAL GEODETIC SURVEY
 NN0306.in June 1991.
 NN0306
 NN0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0306.GEOID18 height accuracy estimate available here.
 NN0306
 NN0306.Click photographs - Photos may exist for this station.
 NN0306
 NN0306.The dynamic height is computed by dividing the NAVD 88
 NN0306.geopotential number by the normal gravity value computed on the
 NN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0306.degrees latitude (g = 980.6199 gals.).
 NN0306
 NN0306.The modeled gravity was interpolated from observed gravity values.
 NN0306
 NN0306;                    North         East    Units  Estimated Accuracy
 NN0306;SPC NE       -   338,280.      615,610.      MT  (+/- 180 meters Scaled)
 NN0306
 NN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN338466(NAD 83)
 NN0306
 NN0306                          SUPERSEDED SURVEY CONTROL
 NN0306
 NN0306  NGVD 29 (??/??/92)  502.629  (m)         1649.04   (f) ADJ UNCH    2 0
 NN0306
 NN0306.Superseded values are not recommended for survey control.
 NN0306
 NN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0306.See file dsdata.pdf to determine how the superseded data were derived.
 NN0306
 NN0306_MARKER: DB = BENCH MARK DISK
 NN0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0306_STAMPING: U 273 1949
 NN0306_MARK LOGO: CGS
 NN0306_PROJECTION: FLUSH
 NN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0306+STABILITY: SURFACE MOTION
 NN0306
 NN0306  HISTORY     - Date     Condition        Report By
 NN0306  HISTORY     - 1949     MONUMENTED       CGS
 NN0306
 NN0306                          STATION DESCRIPTION
 NN0306
 NN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0306'2 MI N FROM BRISTOW.
 NN0306'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0306'BRISTOW, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 NN0306'158.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36.0
 NN0306'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6.8 FEET
 NN0306'SOUTH OF THE SECOND TELEPHONE (NO. 5) SOUTH OF THE ROAD
 NN0306'CROSSING, 1.1 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A REFERENCE
 NN0306'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0921 ***********************************************************************
 NM0921  DESIGNATION -  U 274
 NM0921  PID         -  NM0921
 NM0921  STATE/COUNTY-  NE/DIXON
 NM0921  COUNTRY     -  US
 NM0921  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0921
 NM0921                         *CURRENT SURVEY CONTROL
 NM0921  ______________________________________________________________________
 NM0921* NAD 83(1986) POSITION- 42 35 00.     (N) 096 59 47.     (W)   SCALED
 NM0921* NAVD 88 ORTHO HEIGHT -   485.945 (meters)     1594.30  (feet) ADJUSTED
 NM0921  ______________________________________________________________________
 NM0921  GEOID HEIGHT    -        -25.321 (meters)                     GEOID18
 NM0921  DYNAMIC HEIGHT  -        485.784 (meters)     1593.78  (feet) COMP
 NM0921  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 NM0921
 NM0921  VERT ORDER      -  SECOND    CLASS 0
 NM0921
 NM0921.The horizontal coordinates were scaled from a map and have
 NM0921.an estimated accuracy of +/- 6 seconds.
 NM0921
 NM0921.The orthometric height was determined by differential leveling and
 NM0921.adjusted by the NATIONAL GEODETIC SURVEY
 NM0921.in June 1991.
 NM0921
 NM0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0921.GEOID18 height accuracy estimate available here.
 NM0921
 NM0921.Click photographs - Photos may exist for this station.
 NM0921
 NM0921.The dynamic height is computed by dividing the NAVD 88
 NM0921.geopotential number by the normal gravity value computed on the
 NM0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0921.degrees latitude (g = 980.6199 gals.).
 NM0921
 NM0921.The modeled gravity was interpolated from observed gravity values.
 NM0921
 NM0921;                    North         East    Units  Estimated Accuracy
 NM0921;SPC NE       -   309,620.      746,480.      MT  (+/- 180 meters Scaled)
 NM0921
 NM0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN644164(NAD 83)
 NM0921
 NM0921                          SUPERSEDED SURVEY CONTROL
 NM0921
 NM0921  NGVD 29 (??/??/92)  485.744  (m)         1593.65   (f) ADJ UNCH    2 0
 NM0921
 NM0921.Superseded values are not recommended for survey control.
 NM0921
 NM0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0921.See file dsdata.pdf to determine how the superseded data were derived.
 NM0921
 NM0921_MARKER: DB = BENCH MARK DISK
 NM0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0921_STAMPING: U 274 1949
 NM0921_MARK LOGO: CGS
 NM0921_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0921+STABILITY: SURFACE MOTION
 NM0921
 NM0921  HISTORY     - Date     Condition        Report By
 NM0921  HISTORY     - 1949     MONUMENTED       CGS
 NM0921  HISTORY     - 1964     GOOD             USGS
 NM0921  HISTORY     - 19940816 GOOD             NEDR
 NM0921
 NM0921                          STATION DESCRIPTION
 NM0921
 NM0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0921'7.8 MI S FROM MASKELL.
 NM0921'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0921'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0921'THENCE 7.5 MILES SOUTH ALONG A GRADED DIRT ROAD, 144 FEET NORTH
 NM0921'OF THE CENTER LINE OF AN EAST-WEST ROAD, 118.0 FEET NORTH OF A
 NM0921'FENCE CORNER POST, 37 FEET WEST OF THE CENTER LINE OF THE
 NM0921'NORTH-SOUTH ROAD, 0.8 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 NM0921'1.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0921'5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0921
 NM0921                          STATION RECOVERY (1964)
 NM0921
 NM0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0921'RECOVERED IN GOOD CONDITION.
 NM0921
 NM0921                          STATION RECOVERY (1994)
 NM0921
 NM0921'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM0921'ABOUT 7.2 MI (11.6 KM) SOUTH FROM MASKELL, ON PUBLIC RIGHT-OF-WAY AND
 NM0921'NEAR THE SOUTHEAST CORNER OF SEC7, T30N, R4E. TO REACH FROM THE SCHOOL
 NM0921'BUILDING, IN MASKELL, GO SOUTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO
 NM0921'STATE HIGHWAY 12.  TURN LEFT ABD GO WEST ON HIGHWAY 12 FOR 0.20 MI
 NM0921'(0.32 KM) TO THE JUNCTION WITH A GRAVELED COUNTY ROAD.  TURN LEFT AND
 NM0921'GO SOUTH ON A WINDING COUNTY ROAD FOR 7.20 MI (11.59 KM) TO THE MARK
 NM0921'ON THE RIGHT. THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT
 NM0921'PROJECTS ABOUT 0.13 M (0.43 FT) ABOVE THE GROUND SURFACE AND IS 10.40
 NM0921'M (34.12 FT) WEST FROM THE CENTERLINE OF THE ROAD, 46.354 M (152.080
 NM0921'FT) NORTHWEST FROM A NAIL AND WASHER IN THE TOP OF A FENCE CORNER
 NM0921'POST, 28.245 M (92.667 FT) NORTH-NORTHWEST FROM A NAIL AND WASHER IN
 NM0921'THE TOP OF A BRACE POST AND 0.554 M (1.818 FT) NORTH-NORTHEAST FROM A
 NM0921'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0900 ***********************************************************************
 NM0900  DESIGNATION -  U 275
 NM0900  PID         -  NM0900
 NM0900  STATE/COUNTY-  NE/DIXON
 NM0900  COUNTRY     -  US
 NM0900  USGS QUAD   -  MASKELL (2017)
 NM0900
 NM0900                         *CURRENT SURVEY CONTROL
 NM0900  ______________________________________________________________________
 NM0900* NAD 83(1986) POSITION- 42 40 32.     (N) 096 57 23.     (W)   SCALED
 NM0900* NAVD 88 ORTHO HEIGHT -   401.323 (meters)     1316.67  (feet) ADJUSTED
 NM0900  ______________________________________________________________________
 NM0900  GEOID HEIGHT    -        -25.488 (meters)                     GEOID18
 NM0900  DYNAMIC HEIGHT  -        401.195 (meters)     1316.25  (feet) COMP
 NM0900  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 NM0900
 NM0900  VERT ORDER      -  SECOND    CLASS 0
 NM0900
 NM0900.The horizontal coordinates were scaled from a map and have
 NM0900.an estimated accuracy of +/- 6 seconds.
 NM0900
 NM0900.The orthometric height was determined by differential leveling and
 NM0900.adjusted by the NATIONAL GEODETIC SURVEY
 NM0900.in June 1991.
 NM0900
 NM0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0900.GEOID18 height accuracy estimate available here.
 NM0900
 NM0900.Click photographs - Photos may exist for this station.
 NM0900
 NM0900.The dynamic height is computed by dividing the NAVD 88
 NM0900.geopotential number by the normal gravity value computed on the
 NM0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0900.degrees latitude (g = 980.6199 gals.).
 NM0900
 NM0900.The modeled gravity was interpolated from observed gravity values.
 NM0900
 NM0900;                    North         East    Units  Estimated Accuracy
 NM0900;SPC NE       -   319,970.      749,400.      MT  (+/- 180 meters Scaled)
 NM0900
 NM0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN674268(NAD 83)
 NM0900
 NM0900                          SUPERSEDED SURVEY CONTROL
 NM0900
 NM0900  NGVD 29 (??/??/92)  401.122  (m)         1316.01   (f) ADJ UNCH    2 0
 NM0900
 NM0900.Superseded values are not recommended for survey control.
 NM0900
 NM0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0900.See file dsdata.pdf to determine how the superseded data were derived.
 NM0900
 NM0900_MARKER: DB = BENCH MARK DISK
 NM0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0900_STAMPING: U 275 1949
 NM0900_MARK LOGO: CGS
 NM0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0900+STABILITY: SURFACE MOTION
 NM0900
 NM0900  HISTORY     - Date     Condition        Report By
 NM0900  HISTORY     - 1949     MONUMENTED       CGS
 NM0900  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0900
 NM0900                          STATION DESCRIPTION
 NM0900
 NM0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0900'2.5 MI E FROM MASKELL.
 NM0900'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0900'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0900'ROAD, THENCE 0.85 MILE SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0900'AT A VACANT FARM HOUSE, 90 FEET WEST OF THE CENTER LINE OF A
 NM0900'NORTH-SOUTH ROAD, 72.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 NM0900'HOUSE, 21 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 NM0900'21.0 FEET EAST OF THE CENTER OF A FRAME GATE, 1.0 FOOT SOUTH
 NM0900'OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0900'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0900
 NM0900                          STATION RECOVERY (1962)
 NM0900
 NM0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0900'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0902 ***********************************************************************
 NM0902  DESIGNATION -  U 276
 NM0902  PID         -  NM0902
 NM0902  STATE/COUNTY-  NE/DIXON
 NM0902  COUNTRY     -  US
 NM0902  USGS QUAD   -  MASKELL (2017)
 NM0902
 NM0902                         *CURRENT SURVEY CONTROL
 NM0902  ______________________________________________________________________
 NM0902* NAD 83(1986) POSITION- 42 41 27.     (N) 096 58 11.     (W)   SCALED
 NM0902* NAVD 88 ORTHO HEIGHT -   395.257 (meters)     1296.77  (feet) ADJUSTED
 NM0902  ______________________________________________________________________
 NM0902  GEOID HEIGHT    -        -25.519 (meters)                     GEOID18
 NM0902  DYNAMIC HEIGHT  -        395.132 (meters)     1296.36  (feet) COMP
 NM0902  MODELED GRAVITY -    980,293.5   (mgal)                       NAVD 88
 NM0902
 NM0902  VERT ORDER      -  SECOND    CLASS 0
 NM0902
 NM0902.The horizontal coordinates were scaled from a map and have
 NM0902.an estimated accuracy of +/- 6 seconds.
 NM0902
 NM0902.The orthometric height was determined by differential leveling and
 NM0902.adjusted by the NATIONAL GEODETIC SURVEY
 NM0902.in June 1991.
 NM0902
 NM0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0902.GEOID18 height accuracy estimate available here.
 NM0902
 NM0902.Click photographs - Photos may exist for this station.
 NM0902
 NM0902.The dynamic height is computed by dividing the NAVD 88
 NM0902.geopotential number by the normal gravity value computed on the
 NM0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0902.degrees latitude (g = 980.6199 gals.).
 NM0902
 NM0902.The modeled gravity was interpolated from observed gravity values.
 NM0902
 NM0902;                    North         East    Units  Estimated Accuracy
 NM0902;SPC NE       -   321,630.      748,250.      MT  (+/- 180 meters Scaled)
 NM0902
 NM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN663284(NAD 83)
 NM0902
 NM0902                          SUPERSEDED SURVEY CONTROL
 NM0902
 NM0902  NGVD 29 (??/??/92)  395.056  (m)         1296.11   (f) ADJ UNCH    2 0
 NM0902
 NM0902.Superseded values are not recommended for survey control.
 NM0902
 NM0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0902.See file dsdata.pdf to determine how the superseded data were derived.
 NM0902
 NM0902_MARKER: DB = BENCH MARK DISK
 NM0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0902_STAMPING: U 276 1949
 NM0902_MARK LOGO: CGS
 NM0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0902+STABILITY: SURFACE MOTION
 NM0902
 NM0902  HISTORY     - Date     Condition        Report By
 NM0902  HISTORY     - 1949     MONUMENTED       CGS
 NM0902
 NM0902                          STATION DESCRIPTION
 NM0902
 NM0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0902'0.9 MI E FROM MASKELL.
 NM0902'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0902'SCHOOL AT MASKELL, THENCE 0.7 MILE EAST ALONG A GRADED DIRT
 NM0902'ROAD, AT THE FARM HOME OF BILL BRASH AND OCCUPIED BY CHARLES
 NM0902'G. JOHNSON, AT THE SOUTHEAST CORNER OF A WOOD SHED, 18.6 FEET
 NM0902'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, ABOUT 250 FEET
 NM0902'NORTH OF AN EAST-WEST ROAD, 1.6 FEET EAST OF THE SOUTHEAST
 NM0902'CORNER OF A WOOD SHED, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM0902'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0140 ***********************************************************************
 LG0140  DESIGNATION -  U 277
 LG0140  PID         -  LG0140
 LG0140  STATE/COUNTY-  NE/CASS
 LG0140  COUNTRY     -  US
 LG0140  USGS QUAD   -  MANLEY (2017)
 LG0140
 LG0140                         *CURRENT SURVEY CONTROL
 LG0140  ______________________________________________________________________
 LG0140* NAD 83(1986) POSITION- 40 55 43.80   (N) 096 08 21.67   (W)   HD_HELD1
 LG0140* NAVD 88 ORTHO HEIGHT -   384.226 (meters)     1260.58  (feet) ADJUSTED
 LG0140  ______________________________________________________________________
 LG0140  GEOID HEIGHT    -        -26.571 (meters)                     GEOID18
 LG0140  DYNAMIC HEIGHT  -        384.066 (meters)     1260.06  (feet) COMP
 LG0140  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 LG0140
 LG0140  VERT ORDER      -  SECOND    CLASS 0
 LG0140
 LG0140.The horizontal coordinates were determined by differentially corrected
 LG0140.hand held GPS observations or other comparable positioning techniques
 LG0140.and have an estimated accuracy of +/- 3 meters.
 LG0140
 LG0140.The orthometric height was determined by differential leveling and
 LG0140.adjusted by the NATIONAL GEODETIC SURVEY
 LG0140.in June 1991.
 LG0140
 LG0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0140.GEOID18 height accuracy estimate available here.
 LG0140
 LG0140.Click photographs - Photos may exist for this station.
 LG0140
 LG0140.The dynamic height is computed by dividing the NAVD 88
 LG0140.geopotential number by the normal gravity value computed on the
 LG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0140.degrees latitude (g = 980.6199 gals.).
 LG0140
 LG0140.The modeled gravity was interpolated from observed gravity values.
 LG0140
 LG0140;                    North         East    Units  Estimated Accuracy
 LG0140;SPC NE       -   128,886.5     824,962.7     MT  (+/- 3 meters HH1 GPS) 
 LG0140
 LG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4085734797(NAD 83)
 LG0140
 LG0140                          SUPERSEDED SURVEY CONTROL
 LG0140
 LG0140  NGVD 29 (??/??/92)  384.131  (m)         1260.27   (f) ADJ UNCH    2 0
 LG0140
 LG0140.Superseded values are not recommended for survey control.
 LG0140
 LG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0140.See file dsdata.pdf to determine how the superseded data were derived.
 LG0140
 LG0140_MARKER: DB = BENCH MARK DISK
 LG0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0140_STAMPING: U 277 1950
 LG0140_MARK LOGO: CGS
 LG0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0140+STABILITY: SURFACE MOTION
 LG0140
 LG0140  HISTORY     - Date     Condition        Report By
 LG0140  HISTORY     - 1950     MONUMENTED       CGS
 LG0140  HISTORY     - 1964     GOOD             USGS
 LG0140
 LG0140                          STATION DESCRIPTION
 LG0140
 LG0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0140'4.5 MI N FROM WEEPING WATER.
 LG0140'4.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0140'WEEPING WATER, AT THE FARMHOUSE OF ROBERT WILES, 125 FEET NORTH
 LG0140'OF THE NORTHEAST CORNER OF THE FARMHOUSE, IN LINE WITH THE THIRD
 LG0140'ROW OF TREES SOUTH OF AN EAST AND WEST ROAD, 147 FEET EAST OF THE
 LG0140'CENTER LINE OF THE HIGHWAY, 72 FEET SOUTH OF THE CENTER LINE OF
 LG0140'THE EAST AND WEST ROAD, 57 FEET SOUTHWEST OF THE SECOND TELEPHONE
 LG0140'POLE EAST OF THE ROAD JUNCTION, 1.3 FEET EAST OF A WITNESS
 LG0140'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LG0140'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK
 LG0140'T 277.
 LG0140
 LG0140                          STATION RECOVERY (1964)
 LG0140
 LG0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0512 ***********************************************************************
 NM0512  DESIGNATION -  U 278
 NM0512  PID         -  NM0512
 NM0512  STATE/COUNTY-  NE/THURSTON
 NM0512  COUNTRY     -  US
 NM0512  USGS QUAD   -  MACY (2017)
 NM0512
 NM0512                         *CURRENT SURVEY CONTROL
 NM0512  ______________________________________________________________________
 NM0512* NAD 83(1986) POSITION- 42 05 37.     (N) 096 17 21.     (W)   SCALED
 NM0512* NAVD 88 ORTHO HEIGHT -   320.857 (meters)     1052.68  (feet) ADJUSTED
 NM0512  ______________________________________________________________________
 NM0512  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 NM0512  DYNAMIC HEIGHT  -        320.745 (meters)     1052.31  (feet) COMP
 NM0512  MODELED GRAVITY -    980,264.4   (mgal)                       NAVD 88
 NM0512
 NM0512  VERT ORDER      -  SECOND    CLASS 0
 NM0512
 NM0512.The horizontal coordinates were scaled from a map and have
 NM0512.an estimated accuracy of +/- 6 seconds.
 NM0512
 NM0512.The orthometric height was determined by differential leveling and
 NM0512.adjusted by the NATIONAL GEODETIC SURVEY
 NM0512.in June 1991.
 NM0512
 NM0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0512.GEOID18 height accuracy estimate available here.
 NM0512
 NM0512.Click photographs - Photos may exist for this station.
 NM0512
 NM0512.The dynamic height is computed by dividing the NAVD 88
 NM0512.geopotential number by the normal gravity value computed on the
 NM0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0512.degrees latitude (g = 980.6199 gals.).
 NM0512
 NM0512.The modeled gravity was interpolated from observed gravity values.
 NM0512
 NM0512;                    North         East    Units  Estimated Accuracy
 NM0512;SPC NE       -   257,540.      806,810.      MT  (+/- 180 meters Scaled)
 NM0512
 NM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM241637(NAD 83)
 NM0512
 NM0512                          SUPERSEDED SURVEY CONTROL
 NM0512
 NM0512  NGVD 29 (??/??/92)  320.709  (m)         1052.19   (f) ADJ UNCH    2 0
 NM0512
 NM0512.Superseded values are not recommended for survey control.
 NM0512
 NM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0512.See file dsdata.pdf to determine how the superseded data were derived.
 NM0512
 NM0512_MARKER: DB = BENCH MARK DISK
 NM0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0512_STAMPING: U 278 1949
 NM0512_MARK LOGO: CGS
 NM0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0512+STABILITY: SURFACE MOTION
 NM0512
 NM0512  HISTORY     - Date     Condition        Report By
 NM0512  HISTORY     - 1949     MONUMENTED       CGS
 NM0512  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0512
 NM0512                          STATION DESCRIPTION
 NM0512
 NM0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0512'6.2 MI E FROM MACY.
 NM0512'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0512'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0512'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 73 E, THENCE 0.5 MILE
 NM0512'EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG
 NM0512'A GRADED DIRT ROAD, THENCE 0.4 MILE EAST ALONG A GRADED DIRT
 NM0512'ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.35 MILE
 NM0512'NORTHEAST ALONG A DIRT ROAD, 15 FEET SOUTHEAST OF THE CENTER
 NM0512'LINE OF THE ROAD, 6.0 FEET NORTHWEST OF A 12 INCH TRIANGULAR
 NM0512'BLAZED BOXELDER TREE, 2.0 FEET EAST OF A WITNESS POST, SET IN
 NM0512'THE TOP OF A 6 FOOT CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 NM0512'THE GROUND.
 NM0512
 NM0512                          STATION RECOVERY (1965)
 NM0512
 NM0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0600 ***********************************************************************
 LH0600  DESIGNATION -  U 279
 LH0600  PID         -  LH0600
 LH0600  STATE/COUNTY-  NE/KEARNEY
 LH0600  COUNTRY     -  US
 LH0600  USGS QUAD   -  KEARNEY (2017)
 LH0600
 LH0600                         *CURRENT SURVEY CONTROL
 LH0600  ______________________________________________________________________
 LH0600* NAD 83(1986) POSITION- 40 38 24.     (N) 099 01 39.     (W)   SCALED
 LH0600* NAVD 88 ORTHO HEIGHT -   647.530 (meters)     2124.44  (feet) ADJUSTED
 LH0600  ______________________________________________________________________
 LH0600  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 LH0600  DYNAMIC HEIGHT  -        647.159 (meters)     2123.22  (feet) COMP
 LH0600  MODELED GRAVITY -    980,030.3   (mgal)                       NAVD 88
 LH0600
 LH0600  VERT ORDER      -  SECOND    CLASS 0
 LH0600
 LH0600.The horizontal coordinates were scaled from a map and have
 LH0600.an estimated accuracy of +/- 6 seconds.
 LH0600
 LH0600.The orthometric height was determined by differential leveling and
 LH0600.adjusted by the NATIONAL GEODETIC SURVEY
 LH0600.in June 1991.
 LH0600
 LH0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0600.GEOID18 height accuracy estimate available here.
 LH0600
 LH0600.Click photographs - Photos may exist for this station.
 LH0600
 LH0600.The dynamic height is computed by dividing the NAVD 88
 LH0600.geopotential number by the normal gravity value computed on the
 LH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0600.degrees latitude (g = 980.6199 gals.).
 LH0600
 LH0600.The modeled gravity was interpolated from observed gravity values.
 LH0600
 LH0600;                    North         East    Units  Estimated Accuracy
 LH0600;SPC NE       -    90,030.      582,250.      MT  (+/- 180 meters Scaled)
 LH0600
 LH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK976987(NAD 83)
 LH0600
 LH0600                          SUPERSEDED SURVEY CONTROL
 LH0600
 LH0600  NGVD 29 (??/??/92)  647.270  (m)         2123.59   (f) ADJ UNCH    2 0
 LH0600
 LH0600.Superseded values are not recommended for survey control.
 LH0600
 LH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0600.See file dsdata.pdf to determine how the superseded data were derived.
 LH0600
 LH0600_MARKER: DB = BENCH MARK DISK
 LH0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0600_STAMPING: U 279 1949
 LH0600_MARK LOGO: CGS
 LH0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0600+STABILITY: SURFACE MOTION
 LH0600
 LH0600  HISTORY     - Date     Condition        Report By
 LH0600  HISTORY     - 1949     MONUMENTED       CGS
 LH0600  HISTORY     - 20060512 POOR             NEDR
 LH0600
 LH0600                          STATION DESCRIPTION
 LH0600
 LH0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0600'6.4 MI SE FROM KEARNEY.
 LH0600'3.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 LH0600'AT KEARNEY, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 10, AT THE
 LH0600'FARM HOME OF JOHN S. WESTESEN, 215 FEET SOUTH OF THE CENTER LINE
 LH0600'OF THE HIGHWAY, 114.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LH0600'THE HOUSE, 80 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0600'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST PRIVATE
 LH0600'DRIVEWAY, 28.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 LH0600'GARAGE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0600'0.5 FOOT ABOVE THE GROUND.
 LH0600
 LH0600                          STATION RECOVERY (2006)
 LH0600
 LH0600'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0600'FOUND MONUMENT BUT CAP WAS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0278 ***********************************************************************
 NO0278  DESIGNATION -  U 28
 NO0278  PID         -  NO0278
 NO0278  STATE/COUNTY-  NE/CHERRY
 NO0278  COUNTRY     -  US
 NO0278  USGS QUAD   -  BRISTOL LAKE (2017)
 NO0278
 NO0278                         *CURRENT SURVEY CONTROL
 NO0278  ______________________________________________________________________
 NO0278* NAD 83(1986) POSITION- 42 19 39.00   (N) 101 45 06.11   (W)   HD_HELD1
 NO0278* NAVD 88 ORTHO HEIGHT -  1133.091 (meters)     3717.48  (feet) ADJUSTED
 NO0278  ______________________________________________________________________
 NO0278  GEOID HEIGHT    -        -18.987 (meters)                     GEOID18
 NO0278  DYNAMIC HEIGHT  -       1132.504 (meters)     3715.56  (feet) COMP
 NO0278  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 NO0278
 NO0278  VERT ORDER      -  SECOND    CLASS 0
 NO0278
 NO0278.The horizontal coordinates were determined by differentially corrected
 NO0278.hand held GPS observations or other comparable positioning techniques
 NO0278.and have an estimated accuracy of +/- 3 meters.
 NO0278
 NO0278.The orthometric height was determined by differential leveling and
 NO0278.adjusted by the NATIONAL GEODETIC SURVEY
 NO0278.in June 1991.
 NO0278
 NO0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0278.GEOID18 height accuracy estimate available here.
 NO0278
 NO0278.Click photographs - Photos may exist for this station.
 NO0278
 NO0278.The dynamic height is computed by dividing the NAVD 88
 NO0278.geopotential number by the normal gravity value computed on the
 NO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0278.degrees latitude (g = 980.6199 gals.).
 NO0278
 NO0278.The modeled gravity was interpolated from observed gravity values.
 NO0278
 NO0278;                    North         East    Units  Estimated Accuracy
 NO0278;SPC NE       -   278,387.8     355,661.4     MT  (+/- 3 meters HH1 GPS) 
 NO0278
 NO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7327489806(NAD 83)
 NO0278
 NO0278                          SUPERSEDED SURVEY CONTROL
 NO0278
 NO0278  NGVD 29 (??/??/92) 1132.637  (m)         3715.99   (f) ADJ UNCH    2 0
 NO0278
 NO0278.Superseded values are not recommended for survey control.
 NO0278
 NO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0278.See file dsdata.pdf to determine how the superseded data were derived.
 NO0278
 NO0278_MARKER: DB = BENCH MARK DISK
 NO0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0278_STAMPING: U 28 1934
 NO0278_MARK LOGO: CGS
 NO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0278+STABILITY: SURFACE MOTION
 NO0278
 NO0278  HISTORY     - Date     Condition        Report By
 NO0278  HISTORY     - 1934     MONUMENTED       CGS
 NO0278  HISTORY     - 1948     GOOD             CGS
 NO0278
 NO0278                          STATION DESCRIPTION
 NO0278
 NO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0278'27 MI N FROM HYANNIS.
 NO0278'IN CHERRY COUNTY, 27.0 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0278'HYANNIS, GRANT COUNTY, 0.4 MILE EAST OF THE EAST EDGE OF
 NO0278'BRISTOL, AND IN LINE WITH A NORTH-AND-SOUTH FENCE.  A STANDARD
 NO0278'DISK, STAMPED U 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0278'22.8 MILES (AIR LINE) NORTH OF HYANNIS 3.2 MILES EAST OF D. ADAM
 NO0278'RANCH HOUSE, 0.4 MILES EAST OF EAST END OF BRISTOL LAKE AND AREA
 NO0278'LOCALLY KNOWN AS BRISTOL, 0.9 MILES NORTHWEST OF WINDMILL, 0.3
 NO0278'MILES WEST-SOUTHWEST OF ANOTHER WINDMILL, 0.1 MILES SOUTHEAST
 NO0278'OF CORNER SECS. 9, 10, 15, AND 16, T. 27 N., R. 38 W., 15 FEET
 NO0278'SOUTH AND 3 FEET WEST OF OLD RANCH ROAD AT GATE IN NORTH AND
 NO0278'SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0825 ***********************************************************************
 MK0825  DESIGNATION -  U 280
 MK0825  PID         -  MK0825
 MK0825  STATE/COUNTY-  NE/SARPY
 MK0825  COUNTRY     -  US
 MK0825  USGS QUAD   -  CEDAR CREEK (2017)
 MK0825
 MK0825                         *CURRENT SURVEY CONTROL
 MK0825  ______________________________________________________________________
 MK0825* NAD 83(1986) POSITION- 41 03 35.70   (N) 096 05 43.63   (W)   HD_HELD1
 MK0825* NAVD 88 ORTHO HEIGHT -   305.301 (meters)     1001.64  (feet) ADJUSTED
 MK0825  ______________________________________________________________________
 MK0825  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 MK0825  DYNAMIC HEIGHT  -        305.179 (meters)     1001.24  (feet) COMP
 MK0825  MODELED GRAVITY -    980,217.0   (mgal)                       NAVD 88
 MK0825
 MK0825  VERT ORDER      -  SECOND    CLASS 0
 MK0825
 MK0825.The horizontal coordinates were determined by differentially corrected
 MK0825.hand held GPS observations or other comparable positioning techniques
 MK0825.and have an estimated accuracy of +/- 3 meters.
 MK0825
 MK0825.The orthometric height was determined by differential leveling and
 MK0825.adjusted by the NATIONAL GEODETIC SURVEY
 MK0825.in June 1991.
 MK0825
 MK0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0825.GEOID18 height accuracy estimate available here.
 MK0825
 MK0825.Click photographs - Photos may exist for this station.
 MK0825
 MK0825.The dynamic height is computed by dividing the NAVD 88
 MK0825.geopotential number by the normal gravity value computed on the
 MK0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0825.degrees latitude (g = 980.6199 gals.).
 MK0825
 MK0825.The modeled gravity was interpolated from observed gravity values.
 MK0825
 MK0825;                    North         East    Units  Estimated Accuracy
 MK0825;SPC NE       -   143,590.5     827,998.4     MT  (+/- 3 meters HH1 GPS) 
 MK0825
 MK0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4407049473(NAD 83)
 MK0825
 MK0825                          SUPERSEDED SURVEY CONTROL
 MK0825
 MK0825  NGVD 29 (??/??/92)  305.205  (m)         1001.33   (f) ADJ UNCH    2 0
 MK0825
 MK0825.Superseded values are not recommended for survey control.
 MK0825
 MK0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0825.See file dsdata.pdf to determine how the superseded data were derived.
 MK0825
 MK0825_MARKER: DB = BENCH MARK DISK
 MK0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0825_STAMPING: U 280 1950
 MK0825_MARK LOGO: CGS
 MK0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0825+STABILITY: SURFACE MOTION
 MK0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0825+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2017
 MK0825
 MK0825  HISTORY     - Date     Condition        Report By
 MK0825  HISTORY     - 1950     MONUMENTED       CGS
 MK0825  HISTORY     - 20170522 GOOD             THOMDD
 MK0825
 MK0825                          STATION DESCRIPTION
 MK0825
 MK0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0825'4.3 MI SW FROM RICHFIELD.
 MK0825'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0825'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0825'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG
 MK0825'A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD,
 MK0825'THENCE 1.0 MILE SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE WEST OF A
 MK0825'WOODEN BRIDGE, 0.3 MILE EAST OF A T ROAD JUNCTION, IN THE SOUTHWEST
 MK0825'CORNER OF A FIELD, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4
 MK0825'FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, 4.7 FEET EAST OF A NORTH
 MK0825'AND SOUTH FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MK0825'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0825
 MK0825                          STATION RECOVERY (2017)
 MK0825
 MK0825'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MK0825'LAT 41D03'35.709N LON 96D05'43.629W BY LOCAL GPS RTN. 7.3FT NE OF NE
 MK0825'FACE OF POWER POLE. 6.5 FT EAST OF WIRE FENCE LINE SOUTH OF BUFFALO
 MK0825'ROAD EXTENDED NORTH. APPROX. 35FT NORTH OF CENTERLINE GRAVEL ROAD
 MK0825'(BUFFALO ROAD). 56.1 NORTH OF NORTH FACE CORNER POST ON SOUTH SIDE OF
 MK0825'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0417 ***********************************************************************
 ML0417  DESIGNATION -  U 281
 ML0417  PID         -  ML0417
 ML0417  STATE/COUNTY-  NE/HOWARD
 ML0417  COUNTRY     -  US
 ML0417  USGS QUAD   -  NYSTED (2017)
 ML0417
 ML0417                         *CURRENT SURVEY CONTROL
 ML0417  ______________________________________________________________________
 ML0417* NAD 83(1986) POSITION- 41 09 45.     (N) 098 36 51.     (W)   SCALED
 ML0417* NAVD 88 ORTHO HEIGHT -   604.466 (meters)     1983.15  (feet) ADJUSTED
 ML0417  ______________________________________________________________________
 ML0417  GEOID HEIGHT    -        -24.455 (meters)                     GEOID18
 ML0417  DYNAMIC HEIGHT  -        604.160 (meters)     1982.15  (feet) COMP
 ML0417  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 ML0417
 ML0417  VERT ORDER      -  SECOND    CLASS 0
 ML0417
 ML0417.The horizontal coordinates were scaled from a map and have
 ML0417.an estimated accuracy of +/- 6 seconds.
 ML0417
 ML0417.The orthometric height was determined by differential leveling and
 ML0417.adjusted by the NATIONAL GEODETIC SURVEY
 ML0417.in June 1991.
 ML0417
 ML0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0417.GEOID18 height accuracy estimate available here.
 ML0417
 ML0417.Click photographs - Photos may exist for this station.
 ML0417
 ML0417.The dynamic height is computed by dividing the NAVD 88
 ML0417.geopotential number by the normal gravity value computed on the
 ML0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0417.degrees latitude (g = 980.6199 gals.).
 ML0417
 ML0417.The modeled gravity was interpolated from observed gravity values.
 ML0417
 ML0417;                    North         East    Units  Estimated Accuracy
 ML0417;SPC NE       -   148,500.      616,270.      MT  (+/- 180 meters Scaled)
 ML0417
 ML0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323568(NAD 83)
 ML0417
 ML0417                          SUPERSEDED SURVEY CONTROL
 ML0417
 ML0417  NGVD 29 (??/??/92)  604.221  (m)         1982.35   (f) ADJ UNCH    2 0
 ML0417
 ML0417.Superseded values are not recommended for survey control.
 ML0417
 ML0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0417.See file dsdata.pdf to determine how the superseded data were derived.
 ML0417
 ML0417_MARKER: DB = BENCH MARK DISK
 ML0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0417_STAMPING: U 281 1949
 ML0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0417+STABILITY: SURFACE MOTION
 ML0417
 ML0417  HISTORY     - Date     Condition        Report By
 ML0417  HISTORY     - 1949     MONUMENTED       CGS
 ML0417
 ML0417                          STATION DESCRIPTION
 ML0417
 ML0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0417'1.9 MI N FROM NYSTED.
 ML0417'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0417'AT NYSTED, AT THE NORTHEAST CROSSING OF SECTION 30, T. 14 N.,
 ML0417'R. 11 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 ML0417'260 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 29
 ML0417'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 0.6
 ML0417'FOOT EAST OF A FENCE LINE, 1.7 FEET SOUTH OF A REFERENCE POST,
 ML0417'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0417'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0478 ***********************************************************************
 ML0478  DESIGNATION -  U 282
 ML0478  PID         -  ML0478
 ML0478  STATE/COUNTY-  NE/HOWARD
 ML0478  COUNTRY     -  US
 ML0478  USGS QUAD   -  DANNEBROG (2017)
 ML0478
 ML0478                         *CURRENT SURVEY CONTROL
 ML0478  ______________________________________________________________________
 ML0478* NAD 83(1986) POSITION- 41 04 32.51   (N) 098 31 03.59   (W)   HD_HELD1
 ML0478* NAVD 88 ORTHO HEIGHT -   571.108 (meters)     1873.71  (feet) ADJUSTED
 ML0478  ______________________________________________________________________
 ML0478  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 ML0478  DYNAMIC HEIGHT  -        570.818 (meters)     1872.76  (feet) COMP
 ML0478  MODELED GRAVITY -    980,097.6   (mgal)                       NAVD 88
 ML0478
 ML0478  VERT ORDER      -  SECOND    CLASS 0
 ML0478
 ML0478.The horizontal coordinates were determined by differentially corrected
 ML0478.hand held GPS observations or other comparable positioning techniques
 ML0478.and have an estimated accuracy of +/- 3 meters.
 ML0478
 ML0478.The orthometric height was determined by differential leveling and
 ML0478.adjusted by the NATIONAL GEODETIC SURVEY
 ML0478.in June 1991.
 ML0478
 ML0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0478.GEOID18 height accuracy estimate available here.
 ML0478
 ML0478.Click photographs - Photos may exist for this station.
 ML0478
 ML0478.The dynamic height is computed by dividing the NAVD 88
 ML0478.geopotential number by the normal gravity value computed on the
 ML0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0478.degrees latitude (g = 980.6199 gals.).
 ML0478
 ML0478.The modeled gravity was interpolated from observed gravity values.
 ML0478
 ML0478;                    North         East    Units  Estimated Accuracy
 ML0478;SPC NE       -   139,002.4     624,528.7     MT  (+/- 3 meters HH1 GPS) 
 ML0478
 ML0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4051847272(NAD 83)
 ML0478
 ML0478                          SUPERSEDED SURVEY CONTROL
 ML0478
 ML0478  NGVD 29 (??/??/92)  570.867  (m)         1872.92   (f) ADJ UNCH    2 0
 ML0478
 ML0478.Superseded values are not recommended for survey control.
 ML0478
 ML0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0478.See file dsdata.pdf to determine how the superseded data were derived.
 ML0478
 ML0478_MARKER: DB = BENCH MARK DISK
 ML0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0478_STAMPING: U 282 1949
 ML0478_MARK LOGO: CGS
 ML0478_PROJECTION: FLUSH
 ML0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0478+STABILITY: SURFACE MOTION
 ML0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0478+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 ML0478
 ML0478  HISTORY     - Date     Condition        Report By
 ML0478  HISTORY     - 1949     MONUMENTED       CGS
 ML0478  HISTORY     - 20160712 GOOD             INDIV
 ML0478  HISTORY     - 20210512 GOOD             NE-079
 ML0478
 ML0478                          STATION DESCRIPTION
 ML0478
 ML0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0478'3.9 MI SE FROM DANNEBROG.
 ML0478'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0478'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0478'HIGHWAY NO. 58, THENCE 2.0 MILES SOUTH ALONG A COUNTY ROAD,
 ML0478'AT THE SOUTHWEST CORNER OF SECTION 19, T. 13 N., R. 10 W., IN
 ML0478'THE NORTHEAST QUARTER OF A ROAD CROSSING, 70 FEET EAST OF THE
 ML0478'CENTER LINE OF THE NORTH-SOUTH ROAD, 40 FEET EAST OF A CORNER
 ML0478'FENCE POST, 35 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ML0478'ROAD, 1.3 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE
 ML0478'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0478'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0478
 ML0478                          STATION RECOVERY (2016)
 ML0478
 ML0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 ML0478'RECOVERED IN GOOD CONDITION.
 ML0478
 ML0478                          STATION RECOVERY (2021)
 ML0478
 ML0478'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2021 (SAP)
 ML0478'FOUND MONUMENT IN GOOD CONDITION, 71 FT (21.6 M) EAT OF THE CENTERLINE
 ML0478'OF LIBERTY ROAD, 40 FT (12.2 M) EAST OF A CORNER FENCE POST, 34 FT
 ML0478'(10.4 M) NORTH OF THE CENTERLINE OF THIRD AVENUE, 2.3 FT (0.7 M) NORTH
 ML0478'OF AN ORANGE WITNESS POST, 1.8 FT (0.5 M) NORTH OF A FENCE LINE AND
 ML0478'THE MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0356 ***********************************************************************
 ML0356  DESIGNATION -  U 283
 ML0356  PID         -  ML0356
 ML0356  STATE/COUNTY-  NE/SHERMAN
 ML0356  COUNTRY     -  US
 ML0356  USGS QUAD   -  ASHTON (2017)
 ML0356
 ML0356                         *CURRENT SURVEY CONTROL
 ML0356  ______________________________________________________________________
 ML0356* NAD 83(1986) POSITION- 41 14 27.     (N) 098 46 32.     (W)   SCALED
 ML0356* NAVD 88 ORTHO HEIGHT -   617.702 (meters)     2026.58  (feet) ADJUSTED
 ML0356  ______________________________________________________________________
 ML0356  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 ML0356  DYNAMIC HEIGHT  -        617.384 (meters)     2025.53  (feet) COMP
 ML0356  MODELED GRAVITY -    980,089.5   (mgal)                       NAVD 88
 ML0356
 ML0356  VERT ORDER      -  SECOND    CLASS 0
 ML0356
 ML0356.The horizontal coordinates were scaled from a map and have
 ML0356.an estimated accuracy of +/- 6 seconds.
 ML0356
 ML0356.The orthometric height was determined by differential leveling and
 ML0356.adjusted by the NATIONAL GEODETIC SURVEY
 ML0356.in June 1991.
 ML0356
 ML0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0356.GEOID18 height accuracy estimate available here.
 ML0356
 ML0356.Click photographs - Photos may exist for this station.
 ML0356
 ML0356.The dynamic height is computed by dividing the NAVD 88
 ML0356.geopotential number by the normal gravity value computed on the
 ML0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0356.degrees latitude (g = 980.6199 gals.).
 ML0356
 ML0356.The modeled gravity was interpolated from observed gravity values.
 ML0356
 ML0356;                    North         East    Units  Estimated Accuracy
 ML0356;SPC NE       -   157,000.      602,610.      MT  (+/- 180 meters Scaled)
 ML0356
 ML0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL188655(NAD 83)
 ML0356
 ML0356                          SUPERSEDED SURVEY CONTROL
 ML0356
 ML0356  NGVD 29 (??/??/92)  617.453  (m)         2025.76   (f) ADJ UNCH    2 0
 ML0356
 ML0356.Superseded values are not recommended for survey control.
 ML0356
 ML0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0356.See file dsdata.pdf to determine how the superseded data were derived.
 ML0356
 ML0356_MARKER: DB = BENCH MARK DISK
 ML0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0356_STAMPING: U 283 1949
 ML0356_MARK LOGO: CGS
 ML0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0356+STABILITY: SURFACE MOTION
 ML0356
 ML0356  HISTORY     - Date     Condition        Report By
 ML0356  HISTORY     - 1949     MONUMENTED       CGS
 ML0356  HISTORY     - 1959     GOOD             CGS
 ML0356
 ML0356                          STATION DESCRIPTION
 ML0356
 ML0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0356'1.1 MI SE FROM ASHTON.
 ML0356'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0356'RAILROAD FROM THE STATION AT ASHTON, ABOUT 220 FEET SOUTH OF
 ML0356'RAILROAD BRIDGE NO. 27.86, 155 FEET SOUTHWEST OF THE SOUTHWEST
 ML0356'RAIL OF THE TRACK, 67 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 ML0356'HIGHWAY NO. 92, 29 FEET SOUTH OF A CORNER FENCE POST, 18 FEET
 ML0356'SOUTH OF THE CENTER LINE OF A GATE, 1.1 FEET WEST OF A NORTH-SOUTH
 ML0356'FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0356'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0356'THE GROUND.
 ML0356
 ML0356                          STATION RECOVERY (1959)
 ML0356
 ML0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ML0356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0340 ***********************************************************************
 ML0340  DESIGNATION -  U 284
 ML0340  PID         -  ML0340
 ML0340  STATE/COUNTY-  NE/BUFFALO
 ML0340  COUNTRY     -  US
 ML0340  USGS QUAD   -  ROCKVILLE (2017)
 ML0340
 ML0340                         *CURRENT SURVEY CONTROL
 ML0340  ______________________________________________________________________
 ML0340* NAD 83(1986) POSITION- 41 00 13.     (N) 098 45 00.     (W)   SCALED
 ML0340* NAVD 88 ORTHO HEIGHT -   610.446 (meters)     2002.77  (feet) ADJUSTED
 ML0340  ______________________________________________________________________
 ML0340  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 ML0340  DYNAMIC HEIGHT  -        610.122 (meters)     2001.71  (feet) COMP
 ML0340  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 ML0340
 ML0340  VERT ORDER      -  FIRST     CLASS II
 ML0340
 ML0340.The horizontal coordinates were scaled from a map and have
 ML0340.an estimated accuracy of +/- 6 seconds.
 ML0340
 ML0340.The orthometric height was determined by differential leveling and
 ML0340.adjusted by the NATIONAL GEODETIC SURVEY
 ML0340.in June 1991.
 ML0340
 ML0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0340.GEOID18 height accuracy estimate available here.
 ML0340
 ML0340.Click photographs - Photos may exist for this station.
 ML0340
 ML0340.The dynamic height is computed by dividing the NAVD 88
 ML0340.geopotential number by the normal gravity value computed on the
 ML0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0340.degrees latitude (g = 980.6199 gals.).
 ML0340
 ML0340.The modeled gravity was interpolated from observed gravity values.
 ML0340
 ML0340;                    North         East    Units  Estimated Accuracy
 ML0340;SPC NE       -   130,690.      605,130.      MT  (+/- 180 meters Scaled)
 ML0340
 ML0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL210391(NAD 83)
 ML0340
 ML0340                          SUPERSEDED SURVEY CONTROL
 ML0340
 ML0340  NGVD 29 (??/??/92)  610.199  (m)         2001.96   (f) ADJ UNCH    1 2
 ML0340
 ML0340.Superseded values are not recommended for survey control.
 ML0340
 ML0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0340.See file dsdata.pdf to determine how the superseded data were derived.
 ML0340
 ML0340_MARKER: DB = BENCH MARK DISK
 ML0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0340_STAMPING: U 284 1949
 ML0340_MARK LOGO: CGS
 ML0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0340+STABILITY: SURFACE MOTION
 ML0340
 ML0340  HISTORY     - Date     Condition        Report By
 ML0340  HISTORY     - 1949     MONUMENTED       CGS
 ML0340  HISTORY     - 19920915 GOOD             NEDR
 ML0340
 ML0340                          STATION DESCRIPTION
 ML0340
 ML0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0340'1.4 MI S FROM ST MICHAEL.
 ML0340'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0340'ST. MICHAEL, IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 ML0340'101 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY NO. 2, 33 FEET
 ML0340'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6 FEET SOUTH OF
 ML0340'A TELEPHONE POLE, 0.8 FOOT EAST OF A FENCE, 1.1 FEET SOUTH OF A
 ML0340'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0340'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0340
 ML0340                          STATION RECOVERY (1992)
 ML0340
 ML0340'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0340'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0340'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1205 ***********************************************************************
 ML1205  DESIGNATION -  U 284 RESET
 ML1205  PID         -  ML1205
 ML1205  STATE/COUNTY-  NE/BUFFALO
 ML1205  COUNTRY     -  US
 ML1205  USGS QUAD   -  ROCKVILLE (2017)
 ML1205
 ML1205                         *CURRENT SURVEY CONTROL
 ML1205  ______________________________________________________________________
 ML1205* NAD 83(1986) POSITION- 41 00 12.01   (N) 098 45 00.31   (W)   HD_HELD1
 ML1205* NAVD 88 ORTHO HEIGHT -   608.44  (meters)     1996.2   (feet) RESET
 ML1205  ______________________________________________________________________
 ML1205  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 ML1205  VERT ORDER      -  THIRD
 ML1205
 ML1205.The horizontal coordinates were determined by differentially corrected
 ML1205.hand held GPS observations or other comparable positioning techniques
 ML1205.and have an estimated accuracy of +/- 3 meters.
 ML1205
 ML1205.The orthometric height was computed from unverified reset data.
 ML1205
 ML1205.No vertical observational check was made to the station.
 ML1205
 ML1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1205.GEOID18 height accuracy estimate available here.
 ML1205
 ML1205.Click photographs - Photos may exist for this station.
 ML1205
 ML1205;                    North         East    Units  Estimated Accuracy
 ML1205;SPC NE       -   130,661.2     605,120.9     MT  (+/- 3 meters HH1 GPS) 
 ML1205
 ML1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2101739157(NAD 83)
 ML1205
 ML1205                          SUPERSEDED SURVEY CONTROL
 ML1205
 ML1205  NGVD 29 (01/31/13)  608.19   (m)         1995.4    (f) RESET       3  
 ML1205
 ML1205.Superseded values are not recommended for survey control.
 ML1205
 ML1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1205.See file dsdata.pdf to determine how the superseded data were derived.
 ML1205
 ML1205_MARKER: DV = VERTICAL CONTROL DISK
 ML1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1205_STAMPING: U 284 RESET 1992
 ML1205_MARK LOGO: NGS
 ML1205_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1205+STABILITY: SURFACE MOTION
 ML1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1205+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1205
 ML1205  HISTORY     - Date     Condition        Report By
 ML1205  HISTORY     - 1992     MONUMENTED       NEDR
 ML1205
 ML1205                          STATION DESCRIPTION
 ML1205
 ML1205'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1205'ABOUT 14.48 KM (9.00 MI) EAST FROM RAVENNA, 11.27 KM (7.00 MI) WEST
 ML1205'FROM CAIRO, 2.41 KM (1.50 MI) SOUTH FROM THE OLD TOWN OF ST MICHAEL,
 ML1205'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 2, ON THE WEST SIDE OF AN
 ML1205'OLD ABANDONED ROAD, NEAR THE NORTHEAST CORNER OF THE NW1/4, SEC23,
 ML1205'T12N, R13W AND AT HIGHWAY MILE MARKER 336.25.  FROM THE JUNCTION OF
 ML1205'STATE HIGHWAYS 2 AND 11, IN CAIRO, GO WEST ON HIGHWAY 2 FOR 12.15 KM
 ML1205'(7.55 MI) TO THE MARK ON THE LEFT, IN THE TOP OF A ROUND CONCRETE
 ML1205'MONUMENT THAT PROJECTS ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.
 ML1205'IT IS 24.99 M (81.99 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 ML1205'8.53 M (27.99 FT) WEST FROM THE CENTERLINE OF THE OLD ROAD,AND 0.3 M
 ML1205'(1.0 FT) NORTH FROM A WITNESS POST.  A MAGNET WAS PLACED INTO THE
 ML1205'NORTH SIDE OF THE MARKER.  THIS MARK IS 1.61 KM (1.00 MI) EAST FROM
 ML1205'BENCH MARK C 291 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0370 ***********************************************************************
 ML0370  DESIGNATION -  U 285
 ML0370  PID         -  ML0370
 ML0370  STATE/COUNTY-  NE/SHERMAN
 ML0370  COUNTRY     -  US
 ML0370  USGS QUAD   -  RAVENNA NW (2017)
 ML0370
 ML0370                         *CURRENT SURVEY CONTROL
 ML0370  ______________________________________________________________________
 ML0370* NAD 83(1986) POSITION- 41 11 31.     (N) 098 54 09.     (W)   SCALED
 ML0370* NAVD 88 ORTHO HEIGHT -   616.923 (meters)     2024.02  (feet) ADJUSTED
 ML0370  ______________________________________________________________________
 ML0370  GEOID HEIGHT    -        -24.063 (meters)                     GEOID18
 ML0370  DYNAMIC HEIGHT  -        616.608 (meters)     2022.99  (feet) COMP
 ML0370  MODELED GRAVITY -    980,092.3   (mgal)                       NAVD 88
 ML0370
 ML0370  VERT ORDER      -  SECOND    CLASS 0
 ML0370
 ML0370.The horizontal coordinates were scaled from a map and have
 ML0370.an estimated accuracy of +/- 6 seconds.
 ML0370
 ML0370.The orthometric height was determined by differential leveling and
 ML0370.adjusted by the NATIONAL GEODETIC SURVEY
 ML0370.in June 1991.
 ML0370
 ML0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0370.GEOID18 height accuracy estimate available here.
 ML0370
 ML0370.Click photographs - Photos may exist for this station.
 ML0370
 ML0370.The dynamic height is computed by dividing the NAVD 88
 ML0370.geopotential number by the normal gravity value computed on the
 ML0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0370.degrees latitude (g = 980.6199 gals.).
 ML0370
 ML0370.The modeled gravity was interpolated from observed gravity values.
 ML0370
 ML0370;                    North         East    Units  Estimated Accuracy
 ML0370;SPC NE       -   151,430.      592,040.      MT  (+/- 180 meters Scaled)
 ML0370
 ML0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL081600(NAD 83)
 ML0370
 ML0370                          SUPERSEDED SURVEY CONTROL
 ML0370
 ML0370  NGVD 29 (??/??/92)  616.681  (m)         2023.23   (f) ADJ UNCH    2 0
 ML0370
 ML0370.Superseded values are not recommended for survey control.
 ML0370
 ML0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0370.See file dsdata.pdf to determine how the superseded data were derived.
 ML0370
 ML0370_MARKER: DB = BENCH MARK DISK
 ML0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0370_STAMPING: U 285 1949
 ML0370_MARK LOGO: CGS
 ML0370_PROJECTION: PROJECTING 6 CENTIMETERS
 ML0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0370+STABILITY: SURFACE MOTION
 ML0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0370+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2022
 ML0370
 ML0370  HISTORY     - Date     Condition        Report By
 ML0370  HISTORY     - 1949     MONUMENTED       CGS
 ML0370  HISTORY     - 1985     GOOD             NGS
 ML0370  HISTORY     - 20221003 GOOD             NEGS
 ML0370
 ML0370                          STATION DESCRIPTION
 ML0370
 ML0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0370'6.3 MI NW FROM ROCKVILLE.
 ML0370'6.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0370'CROSSING OF THE UNION PACIFIC RAILROAD AND STATE HIGHWAY NO. 68
 ML0370'AT ROCKVILLE, AT A ROAD CROSSING, 129 FEET SOUTHWEST OF THE
 ML0370'CENTER LINE OF STATE HWY 58, 43 FEET S.W. OF THE SOUTHWEST RAIL
 ML0370'OF THE TRACK, 23 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 ML0370'ROAD, 5 FEET NORTHEAST OF R.E.A. POLE NO. 31, 45 AND 19, 0.9 FOOT
 ML0370'NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE
 ML0370'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0370'FOOT ABOVE THE GROUND.
 ML0370
 ML0370                          STATION RECOVERY (1985)
 ML0370
 ML0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0370'0.24 KM (0.15 MI) NORTH ALONG MAIN STREETS FROM THE POST OFFICE
 ML0370'ROCKVILLE, THENCE 10.14 KM (6.3 MI) LEFT AND NORTH ALONG STATE
 ML0370'HIGHWAY 58, THENCE 0.08 KM (0.05 MI) LEFT AND WEST ALONG LEFT AND
 ML0370'WEST ALONG AGRADED ROAD TO THE MARK ON THE LEFT, 7.6 M (25 FT) SOUTH
 ML0370'OF THE ROAD, 7.62 M (25.0 FT) NORTH FROM A POWER POLE, 1.52 M (5.0
 ML0370'FT) EAST FROM A FENCE CORNER POST.
 ML0370
 ML0370                          STATION RECOVERY (2022)
 ML0370
 ML0370'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 ML0370'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 68 AND NE. HIGHWAY 58
 ML0370'SOUTHEAST OF ROCKVILLE, NE., GO NORTHWEST ON NE. HIGHWAY 58
 ML0370'APPROXIMATELY 6.57 MI (10.57 KM) TO COUNTY ROAD 784.  TURN LEFT AND GO
 ML0370'WEST ON COUNTY ROAD 784 APPROXIMATELY 270' TO THE POINT ON THE LEFT
 ML0370'(SOUTH).  THE MARK IS 25.0 FT (7.6 M) NORTH OF A POWER POLE, 5.0 FT
 ML0370'(1.5 M) EAST OF A FENCE CORNER POST AND 25.0 FT (7.6 M) SOUTH OF THE
 ML0370'CENTERLINE OF COUNTY ROAD 784.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0434 ***********************************************************************
 LH0434  DESIGNATION -  U 286
 LH0434  PID         -  LH0434
 LH0434  STATE/COUNTY-  NE/HALL
 LH0434  COUNTRY     -  US
 LH0434  USGS QUAD   -  PROSSER (2017)
 LH0434
 LH0434                         *CURRENT SURVEY CONTROL
 LH0434  ______________________________________________________________________
 LH0434* NAD 83(1986) POSITION- 40 44 32.     (N) 098 33 11.     (W)   SCALED
 LH0434* NAVD 88 ORTHO HEIGHT -   599.945 (meters)     1968.32  (feet) ADJUSTED
 LH0434  ______________________________________________________________________
 LH0434  GEOID HEIGHT    -        -24.943 (meters)                     GEOID18
 LH0434  DYNAMIC HEIGHT  -        599.616 (meters)     1967.24  (feet) COMP
 LH0434  MODELED GRAVITY -    980,057.5   (mgal)                       NAVD 88
 LH0434
 LH0434  VERT ORDER      -  SECOND    CLASS 0
 LH0434
 LH0434.The horizontal coordinates were scaled from a map and have
 LH0434.an estimated accuracy of +/- 6 seconds.
 LH0434
 LH0434.The orthometric height was determined by differential leveling and
 LH0434.adjusted by the NATIONAL GEODETIC SURVEY
 LH0434.in June 1991.
 LH0434
 LH0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0434.GEOID18 height accuracy estimate available here.
 LH0434
 LH0434.Click photographs - Photos may exist for this station.
 LH0434
 LH0434.The dynamic height is computed by dividing the NAVD 88
 LH0434.geopotential number by the normal gravity value computed on the
 LH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0434.degrees latitude (g = 980.6199 gals.).
 LH0434
 LH0434.The modeled gravity was interpolated from observed gravity values.
 LH0434
 LH0434;                    North         East    Units  Estimated Accuracy
 LH0434;SPC NE       -   101,940.      622,180.      MT  (+/- 180 meters Scaled)
 LH0434
 LH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL377102(NAD 83)
 LH0434
 LH0434                          SUPERSEDED SURVEY CONTROL
 LH0434
 LH0434  NGVD 29 (??/??/92)  599.695  (m)         1967.50   (f) ADJ UNCH    2 0
 LH0434
 LH0434.Superseded values are not recommended for survey control.
 LH0434
 LH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0434.See file dsdata.pdf to determine how the superseded data were derived.
 LH0434
 LH0434_MARKER: DB = BENCH MARK DISK
 LH0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0434_STAMPING: U 286 1949
 LH0434_MARK LOGO: CGS
 LH0434_PROJECTION: FLUSH
 LH0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0434+STABILITY: SURFACE MOTION
 LH0434
 LH0434  HISTORY     - Date     Condition        Report By
 LH0434  HISTORY     - 1949     MONUMENTED       CGS
 LH0434
 LH0434                          STATION DESCRIPTION
 LH0434
 LH0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0434'8.7 MI SE FROM WOOD RIVER.
 LH0434'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0434'STATION AT WOOD RIVER, THENCE 5.5 MILES SOUTH ALONG A GRAVELED
 LH0434'ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.8
 LH0434'MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.5 MILES EAST
 LH0434'ALONG A GRAVELED ROAD, AT THE FARM HOME OF MRS. P.B. LILLEY,
 LH0434'178 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48.0 FEET SOUTHWEST
 LH0434'OF THE NORTHWEST CORNER OF THE HOUSE, 9.0 FEET SOUTH OF THE
 LH0434'CENTER OF A GATE, 9 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 LH0434'DRIVEWAY, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 LH0434'5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LH0434'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0490 ***********************************************************************
 LH0490  DESIGNATION -  U 287
 LH0490  PID         -  LH0490
 LH0490  STATE/COUNTY-  NE/HALL
 LH0490  COUNTRY     -  US
 LH0490  USGS QUAD   -  WOOD RIVER (2017)
 LH0490
 LH0490                         *CURRENT SURVEY CONTROL
 LH0490  ______________________________________________________________________
 LH0490* NAD 83(1986) POSITION- 40 48 08.     (N) 098 35 17.     (W)   SCALED
 LH0490* NAVD 88 ORTHO HEIGHT -   598.441 (meters)     1963.39  (feet) ADJUSTED
 LH0490  ______________________________________________________________________
 LH0490  GEOID HEIGHT    -        -24.845 (meters)                     GEOID18
 LH0490  DYNAMIC HEIGHT  -        598.115 (meters)     1962.32  (feet) COMP
 LH0490  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 LH0490
 LH0490  VERT ORDER      -  SECOND    CLASS 0
 LH0490
 LH0490.The horizontal coordinates were scaled from a map and have
 LH0490.an estimated accuracy of +/- 6 seconds.
 LH0490
 LH0490.The orthometric height was determined by differential leveling and
 LH0490.adjusted by the NATIONAL GEODETIC SURVEY
 LH0490.in June 1991.
 LH0490
 LH0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0490.GEOID18 height accuracy estimate available here.
 LH0490
 LH0490.Click photographs - Photos may exist for this station.
 LH0490
 LH0490.The dynamic height is computed by dividing the NAVD 88
 LH0490.geopotential number by the normal gravity value computed on the
 LH0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0490.degrees latitude (g = 980.6199 gals.).
 LH0490
 LH0490.The modeled gravity was interpolated from observed gravity values.
 LH0490
 LH0490;                    North         East    Units  Estimated Accuracy
 LH0490;SPC NE       -   108,550.      619,110.      MT  (+/- 180 meters Scaled)
 LH0490
 LH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347168(NAD 83)
 LH0490
 LH0490                          SUPERSEDED SURVEY CONTROL
 LH0490
 LH0490  NGVD 29 (??/??/92)  598.189  (m)         1962.56   (f) ADJ UNCH    2 0
 LH0490
 LH0490.Superseded values are not recommended for survey control.
 LH0490
 LH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0490.See file dsdata.pdf to determine how the superseded data were derived.
 LH0490
 LH0490_MARKER: DB = BENCH MARK DISK
 LH0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0490_STAMPING: U 287 1949
 LH0490_MARK LOGO: CGS
 LH0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0490+STABILITY: SURFACE MOTION
 LH0490
 LH0490  HISTORY     - Date     Condition        Report By
 LH0490  HISTORY     - 1949     MONUMENTED       CGS
 LH0490
 LH0490                          STATION DESCRIPTION
 LH0490
 LH0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0490'2.2 MI S FROM WOOD RIVER.
 LH0490'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0490'STATION AT WOOD RIVER, THENCE 1.5 MILES SOUTH ALONG A GRAVELED
 LH0490'ROAD, AT THE FARM HOME OF M.J. MC DERMOTT, SET BETWEEN THE TWO
 LH0490'MOST EASTERLY TREES OF A ROW OF EVERGREEN TREES ON THE SOUTH
 LH0490'SIDE OF THE DRIVEWAY, 98.0 FEET SOUTHEAST OF THE SOUTHEAST
 LH0490'CORNER OF THE HOUSE, 60 FEET WEST OF THE CENTER LINE OF A
 LH0490'NORTH-SOUTH ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE
 LH0490'PRIVATE DRIVEWAY, 8.0 FEET NORTH OF A FENCE, AND SET IN THE TOP
 LH0490'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0372 ***********************************************************************
 ML0372  DESIGNATION -  U 289
 ML0372  PID         -  ML0372
 ML0372  STATE/COUNTY-  NE/SHERMAN
 ML0372  COUNTRY     -  US
 ML0372  USGS QUAD   -  RAVENNA NW (2017)
 ML0372
 ML0372                         *CURRENT SURVEY CONTROL
 ML0372  ______________________________________________________________________
 ML0372* NAD 83(1986) POSITION- 41 09 46.     (N) 098 52 43.     (W)   SCALED
 ML0372* NAVD 88 ORTHO HEIGHT -   611.742 (meters)     2007.02  (feet) ADJUSTED
 ML0372  ______________________________________________________________________
 ML0372  GEOID HEIGHT    -        -24.107 (meters)                     GEOID18
 ML0372  DYNAMIC HEIGHT  -        611.428 (meters)     2005.99  (feet) COMP
 ML0372  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 ML0372
 ML0372  VERT ORDER      -  SECOND    CLASS 0
 ML0372
 ML0372.The horizontal coordinates were scaled from a map and have
 ML0372.an estimated accuracy of +/- 6 seconds.
 ML0372
 ML0372.The orthometric height was determined by differential leveling and
 ML0372.adjusted by the NATIONAL GEODETIC SURVEY
 ML0372.in June 1991.
 ML0372
 ML0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0372.GEOID18 height accuracy estimate available here.
 ML0372
 ML0372.Click photographs - Photos may exist for this station.
 ML0372
 ML0372.The dynamic height is computed by dividing the NAVD 88
 ML0372.geopotential number by the normal gravity value computed on the
 ML0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0372.degrees latitude (g = 980.6199 gals.).
 ML0372
 ML0372.The modeled gravity was interpolated from observed gravity values.
 ML0372
 ML0372;                    North         East    Units  Estimated Accuracy
 ML0372;SPC NE       -   148,210.      594,080.      MT  (+/- 180 meters Scaled)
 ML0372
 ML0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL101568(NAD 83)
 ML0372
 ML0372                          SUPERSEDED SURVEY CONTROL
 ML0372
 ML0372  NGVD 29 (??/??/92)  611.502  (m)         2006.24   (f) ADJ UNCH    2 0
 ML0372
 ML0372.Superseded values are not recommended for survey control.
 ML0372
 ML0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0372.See file dsdata.pdf to determine how the superseded data were derived.
 ML0372
 ML0372_MARKER: DB = BENCH MARK DISK
 ML0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0372_STAMPING: U 289 1949
 ML0372_MARK LOGO: CGS
 ML0372_PROJECTION: PROJECTING 46 CENTIMETERS
 ML0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0372+STABILITY: SURFACE MOTION
 ML0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0372+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2022
 ML0372
 ML0372  HISTORY     - Date     Condition        Report By
 ML0372  HISTORY     - 1949     MONUMENTED       CGS
 ML0372  HISTORY     - 1985     GOOD             NGS
 ML0372  HISTORY     - 20221003 GOOD             NEGS
 ML0372
 ML0372                          STATION DESCRIPTION
 ML0372
 ML0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0372'3.9 MI NW FROM ROCKVILLE.
 ML0372'3.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0372'STATION AT ROCKVILLE, 8 POLES SOUTHEAST OF MILEPOST 30, 48.0
 ML0372'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET SOUTH OF THE CENTER
 ML0372'LINE OF A T ROAD LEADING WEST, 14.0 FEET SOUTHEAST OF A FENCE
 ML0372'CORNER, 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY FENCE, 2.0 FEET
 ML0372'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0372'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND AND HAS A LENGTH OF
 ML0372'5.5 FEET.
 ML0372
 ML0372                          STATION RECOVERY (1985)
 ML0372
 ML0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0372'0.24 KM (0.15 MI) NORTH ALONG MAIN STREET, FROM THE POST OFFICE IN
 ML0372'ROCKVILLE, THENCE 6.28 KM (3.9 MI) LEFT AND NORTHWEST ALONG STATE
 ML0372'HIGHWAY 58 TO A SIDE ROAD AND THE MARK ON THE LEFT, 47.2 M (55 FT)
 ML0372'SOUTHEAST FROM THE HIGHWAY, 10.7 M (35.0 FT) SOUTH FROM A GRADED
 ML0372'ROAD, 5.33 M (17.5 FT) NORTHWEST FROM A POWER POLE 4.27 M (14.0 FT)
 ML0372'SOUTHEAST FROM A FENCE CORNER POST , 0.3 M (1.0 FT) SOUTHWEST FROM A
 ML0372'FENCE.
 ML0372
 ML0372                          STATION RECOVERY (2022)
 ML0372
 ML0372'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 ML0372'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 68 AND NE. HIGHWAY 58
 ML0372'SOUTHEAST OF ROCKVILLE, NE., GO NORTHWEST ON NE. HIGHWAY 58
 ML0372'APPROXIMATELY 4.19 MI (6.74 KM) TO COUNTY ROAD 782.  TURN LEFT AND GO
 ML0372'WEST ON COUNTY ROAD 782 APPROXIMATELY 150 FT (45.7 M) TO THE MARK ON
 ML0372'THE LEFT (SOUTH) SIDE OF THE ROAD AT MILE POST 31.49.  THE MARK IS
 ML0372'APPROXIMATELY 38.0 FT (11.6 M) SOUTH OF THE CENTERLINE OF 782ND ROAD
 ML0372'AND APPROXIMATELY 160.0 FT (48.8 M) SOUTHWEST OF THE CENTERLINE OF NE.
 ML0372'HIGHWAY 58 (PERPENDICULAR).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0803 ***********************************************************************
 MK0803  DESIGNATION -  U 290
 MK0803  PID         -  MK0803
 MK0803  STATE/COUNTY-  NE/SARPY
 MK0803  COUNTRY     -  US
 MK0803  USGS QUAD   -  ASHLAND EAST (2017)
 MK0803
 MK0803                         *CURRENT SURVEY CONTROL
 MK0803  ______________________________________________________________________
 MK0803* NAD 83(1986) POSITION- 41 05 14.64   (N) 096 16 54.80   (W)   HD_HELD1
 MK0803* NAVD 88 ORTHO HEIGHT -   330.949 (meters)     1085.79  (feet) ADJUSTED
 MK0803  ______________________________________________________________________
 MK0803  GEOID HEIGHT    -        -26.483 (meters)                     GEOID18
 MK0803  DYNAMIC HEIGHT  -        330.813 (meters)     1085.34  (feet) COMP
 MK0803  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 MK0803
 MK0803  VERT ORDER      -  SECOND    CLASS 0
 MK0803
 MK0803.The horizontal coordinates were determined by differentially corrected
 MK0803.hand held GPS observations or other comparable positioning techniques
 MK0803.and have an estimated accuracy of +/- 3 meters.
 MK0803
 MK0803.The orthometric height was determined by differential leveling and
 MK0803.adjusted by the NATIONAL GEODETIC SURVEY
 MK0803.in June 1991.
 MK0803
 MK0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0803.GEOID18 height accuracy estimate available here.
 MK0803
 MK0803.Click photographs - Photos may exist for this station.
 MK0803
 MK0803.The dynamic height is computed by dividing the NAVD 88
 MK0803.geopotential number by the normal gravity value computed on the
 MK0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0803.degrees latitude (g = 980.6199 gals.).
 MK0803
 MK0803.The modeled gravity was interpolated from observed gravity values.
 MK0803
 MK0803;                    North         East    Units  Estimated Accuracy
 MK0803;SPC NE       -   145,948.5     812,215.7     MT  (+/- 3 meters HH1 GPS) 
 MK0803
 MK0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2830652019(NAD 83)
 MK0803
 MK0803                          SUPERSEDED SURVEY CONTROL
 MK0803
 MK0803  NGVD 29 (??/??/92)  330.846  (m)         1085.45   (f) ADJ UNCH    2 0
 MK0803
 MK0803.Superseded values are not recommended for survey control.
 MK0803
 MK0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0803.See file dsdata.pdf to determine how the superseded data were derived.
 MK0803
 MK0803_MARKER: DB = BENCH MARK DISK
 MK0803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0803_SP_SET: CULVERT WINGWALL
 MK0803_STAMPING: U 290 1950
 MK0803_MARK LOGO: CGS
 MK0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0803+STABILITY: SURFACE MOTION
 MK0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0803+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2014
 MK0803
 MK0803  HISTORY     - Date     Condition        Report By
 MK0803  HISTORY     - 1950     MONUMENTED       CGS
 MK0803  HISTORY     - 20140102 GOOD             THOMDD
 MK0803
 MK0803                          STATION DESCRIPTION
 MK0803
 MK0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0803'0.5 MI SW FROM MELIA.
 MK0803'0.5 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0803'RAILROAD FROM THE STATION SIGN AT MELIA, BETWEEN THE RAILROAD
 MK0803'AND U.S. HIGHWAY 6, 151 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MK0803'103 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24
 MK0803'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, SET IN
 MK0803'THE TOP OF THE NORTHEAST END OF THE NORTHEAST WINGWALL OF A
 MK0803'4 X 8 FOOT CONCRETE CULVERT, 1.5 FEET SOUTHWEST OF THE NORTHEAST
 MK0803'END OF THE WINGWALL.
 MK0803
 MK0803                          STATION RECOVERY (2014)
 MK0803
 MK0803'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2014 (MTC)
 MK0803'LAT 41 05 14.5940 LONG 96 16 54.7403 AS PER LOCAL GPS RTK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0423 ***********************************************************************
 LH0423  DESIGNATION -  U 291
 LH0423  PID         -  LH0423
 LH0423  STATE/COUNTY-  NE/BUFFALO
 LH0423  COUNTRY     -  US
 LH0423  USGS QUAD   -  SHELTON (2017)
 LH0423
 LH0423                         *CURRENT SURVEY CONTROL
 LH0423  ______________________________________________________________________
 LH0423* NAD 83(1986) POSITION- 40 48 53.     (N) 098 44 28.     (W)   SCALED
 LH0423* NAVD 88 ORTHO HEIGHT -   614.590 (meters)     2016.37  (feet) ADJUSTED
 LH0423  ______________________________________________________________________
 LH0423  GEOID HEIGHT    -        -24.665 (meters)                     GEOID18
 LH0423  DYNAMIC HEIGHT  -        614.252 (meters)     2015.26  (feet) COMP
 LH0423  MODELED GRAVITY -    980,054.3   (mgal)                       NAVD 88
 LH0423
 LH0423  VERT ORDER      -  FIRST     CLASS II
 LH0423
 LH0423.The horizontal coordinates were scaled from a map and have
 LH0423.an estimated accuracy of +/- 6 seconds.
 LH0423
 LH0423.The orthometric height was determined by differential leveling and
 LH0423.adjusted by the NATIONAL GEODETIC SURVEY
 LH0423.in June 1991.
 LH0423
 LH0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0423.GEOID18 height accuracy estimate available here.
 LH0423
 LH0423.Click photographs - Photos may exist for this station.
 LH0423
 LH0423.The dynamic height is computed by dividing the NAVD 88
 LH0423.geopotential number by the normal gravity value computed on the
 LH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0423.degrees latitude (g = 980.6199 gals.).
 LH0423
 LH0423.The modeled gravity was interpolated from observed gravity values.
 LH0423
 LH0423;                    North         East    Units  Estimated Accuracy
 LH0423;SPC NE       -   109,730.      606,180.      MT  (+/- 180 meters Scaled)
 LH0423
 LH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218182(NAD 83)
 LH0423
 LH0423                          SUPERSEDED SURVEY CONTROL
 LH0423
 LH0423  NGVD 29 (??/??/92)  614.333  (m)         2015.52   (f) ADJ UNCH    1 2
 LH0423
 LH0423.Superseded values are not recommended for survey control.
 LH0423
 LH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0423.See file dsdata.pdf to determine how the superseded data were derived.
 LH0423
 LH0423_MARKER: DB = BENCH MARK DISK
 LH0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0423_STAMPING: U 291 1949
 LH0423_MARK LOGO: CGS
 LH0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0423+STABILITY: SURFACE MOTION
 LH0423
 LH0423  HISTORY     - Date     Condition        Report By
 LH0423  HISTORY     - 1949     MONUMENTED       CGS
 LH0423
 LH0423                          STATION DESCRIPTION
 LH0423
 LH0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0423'2.5 MI N FROM SHELTON.
 LH0423'2.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0423'SHELTON, AT THE NORTHEAST CORNER OF SECTION 26, T. 10 N., R.
 LH0423'13 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT
 LH0423'0.15 MILE SOUTH OF A LARGE RED BARN, 50 FEET WEST OF THE CENTER
 LH0423'LINE OF THE NORTH-SOUTH ROAD, 41 FEET SOUTH OF THE CENTER LINE
 LH0423'OF THE EAST-WEST ROAD, 19 FEET NORTHWEST OF A TELEPHONE POLE,
 LH0423'4.3 FEET SOUTH OF A TELEPHONE POLE, 0.8 FOOT EAST OF A FENCE,
 LH0423'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0423'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0557 ***********************************************************************
 LH0557  DESIGNATION -  U 292
 LH0557  PID         -  LH0557
 LH0557  STATE/COUNTY-  NE/BUFFALO
 LH0557  COUNTRY     -  US
 LH0557  USGS QUAD   -  RIVERDALE (2017)
 LH0557
 LH0557                         *CURRENT SURVEY CONTROL
 LH0557  ______________________________________________________________________
 LH0557* NAD 83(1986) POSITION- 40 47 09.     (N) 099 14 08.     (W)   SCALED
 LH0557* NAVD 88 ORTHO HEIGHT -   682.757 (meters)     2240.01  (feet) ADJUSTED
 LH0557  ______________________________________________________________________
 LH0557  GEOID HEIGHT    -        -24.208 (meters)                     GEOID18
 LH0557  DYNAMIC HEIGHT  -        682.369 (meters)     2238.74  (feet) COMP
 LH0557  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 LH0557
 LH0557  VERT ORDER      -  SECOND    CLASS 0
 LH0557
 LH0557.The horizontal coordinates were scaled from a map and have
 LH0557.an estimated accuracy of +/- 6 seconds.
 LH0557
 LH0557.The orthometric height was determined by differential leveling and
 LH0557.adjusted by the NATIONAL GEODETIC SURVEY
 LH0557.in June 1991.
 LH0557
 LH0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0557.GEOID18 height accuracy estimate available here.
 LH0557
 LH0557.Click photographs - Photos may exist for this station.
 LH0557
 LH0557.The dynamic height is computed by dividing the NAVD 88
 LH0557.geopotential number by the normal gravity value computed on the
 LH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0557.degrees latitude (g = 980.6199 gals.).
 LH0557
 LH0557.The modeled gravity was interpolated from observed gravity values.
 LH0557
 LH0557;                    North         East    Units  Estimated Accuracy
 LH0557;SPC NE       -   106,040.      564,510.      MT  (+/- 180 meters Scaled)
 LH0557
 LH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801150(NAD 83)
 LH0557
 LH0557                          SUPERSEDED SURVEY CONTROL
 LH0557
 LH0557  NGVD 29 (??/??/92)  682.504  (m)         2239.18   (f) ADJ UNCH    2 0
 LH0557
 LH0557.Superseded values are not recommended for survey control.
 LH0557
 LH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0557.See file dsdata.pdf to determine how the superseded data were derived.
 LH0557
 LH0557_MARKER: DB = BENCH MARK DISK
 LH0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0557_STAMPING: U 292 1949
 LH0557_MARK LOGO: CGS
 LH0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0557+STABILITY: SURFACE MOTION
 LH0557
 LH0557  HISTORY     - Date     Condition        Report By
 LH0557  HISTORY     - 1949     MONUMENTED       CGS
 LH0557
 LH0557                          STATION DESCRIPTION
 LH0557
 LH0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0557'4.4 MI SE FROM AMHERST.
 LH0557'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0557'PACIFIC RAILROAD STATION AT AMHERST, THENCE 2.1 MILES SOUTH
 LH0557'ALONG A COUNTY ROAD, AT THE NORTHEAST CORNER OF SECTION 3,
 LH0557'T. 9 N., R. 17 W., AT A T-JUNCTION OF ROADS, 50 FEET WEST
 LH0557'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 37 FEET SOUTH
 LH0557'OF THE CENTER LINE OF THE MAIN ROAD LEADING WEST, 2 FEET
 LH0557'SOUTHEAST OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE,
 LH0557'1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0557'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE
 LH0557'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0611 ***********************************************************************
 LH0611  DESIGNATION -  U 293
 LH0611  PID         -  LH0611
 LH0611  STATE/COUNTY-  NE/BUFFALO
 LH0611  COUNTRY     -  US
 LH0611  USGS QUAD   -  PLEASANTON NW (2017)
 LH0611
 LH0611                         *CURRENT SURVEY CONTROL
 LH0611  ______________________________________________________________________
 LH0611* NAD 83(1986) POSITION- 40 58 31.43   (N) 099 08 25.23   (W)   HD_HELD1
 LH0611* NAVD 88 ORTHO HEIGHT -   671.203 (meters)     2202.11  (feet) ADJUSTED
 LH0611  ______________________________________________________________________
 LH0611  GEOID HEIGHT    -        -24.000 (meters)                     GEOID18
 LH0611  DYNAMIC HEIGHT  -        670.840 (meters)     2200.91  (feet) COMP
 LH0611  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 LH0611
 LH0611  VERT ORDER      -  SECOND    CLASS 0
 LH0611
 LH0611.The horizontal coordinates were determined by differentially corrected
 LH0611.hand held GPS observations or other comparable positioning techniques
 LH0611.and have an estimated accuracy of +/- 3 meters.
 LH0611
 LH0611.The orthometric height was determined by differential leveling and
 LH0611.adjusted by the NATIONAL GEODETIC SURVEY
 LH0611.in June 1991.
 LH0611
 LH0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0611.GEOID18 height accuracy estimate available here.
 LH0611
 LH0611.Click photographs - Photos may exist for this station.
 LH0611
 LH0611.The dynamic height is computed by dividing the NAVD 88
 LH0611.geopotential number by the normal gravity value computed on the
 LH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0611.degrees latitude (g = 980.6199 gals.).
 LH0611
 LH0611.The modeled gravity was interpolated from observed gravity values.
 LH0611
 LH0611;                    North         East    Units  Estimated Accuracy
 LH0611;SPC NE       -   127,159.1     572,331.6     MT  (+/- 3 meters HH1 GPS) 
 LH0611
 LH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8819236035(NAD 83)
 LH0611
 LH0611                          SUPERSEDED SURVEY CONTROL
 LH0611
 LH0611  NGVD 29 (??/??/92)  670.960  (m)         2201.31   (f) ADJ UNCH    2 0
 LH0611
 LH0611.Superseded values are not recommended for survey control.
 LH0611
 LH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0611.See file dsdata.pdf to determine how the superseded data were derived.
 LH0611
 LH0611_MARKER: DB = BENCH MARK DISK
 LH0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0611_STAMPING: U 293 1949
 LH0611_MARK LOGO: CGS
 LH0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0611+STABILITY: SURFACE MOTION
 LH0611
 LH0611  HISTORY     - Date     Condition        Report By
 LH0611  HISTORY     - 1949     MONUMENTED       CGS
 LH0611
 LH0611                          STATION DESCRIPTION
 LH0611
 LH0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0611'3.5 MI W FROM PLEASANTON.
 LH0611'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0611'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 2.8 MILES WEST ALONG
 LH0611'A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 29, T. 12 N.,
 LH0611'R. 16 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 91
 LH0611'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 55 FEET
 LH0611'NORTH OF A CORNER FENCE POST, 17 FEET WEST OF THE CENTER LINE
 LH0611'OF THE NORTH-SOUTH ROAD, 0.5 FOOT EAST OF A FENCE, 1.5 FEET
 LH0611'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT
 LH0611'A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0162 ***********************************************************************
 LG0162  DESIGNATION -  U 296
 LG0162  PID         -  LG0162
 LG0162  STATE/COUNTY-  NE/CASS
 LG0162  COUNTRY     -  US
 LG0162  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0162
 LG0162                         *CURRENT SURVEY CONTROL
 LG0162  ______________________________________________________________________
 LG0162* NAD 83(1986) POSITION- 40 56 38.7    (N) 096 02 43.6    (W)   HD_HELD2
 LG0162* NAVD 88 ORTHO HEIGHT -   369.284 (meters)     1211.56  (feet) ADJUSTED
 LG0162  ______________________________________________________________________
 LG0162  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 LG0162  DYNAMIC HEIGHT  -        369.128 (meters)     1211.05  (feet) COMP
 LG0162  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 LG0162
 LG0162  VERT ORDER      -  SECOND    CLASS 0
 LG0162
 LG0162.The horizontal coordinates were established by autonomous hand held GPS
 LG0162.observations and have an estimated accuracy of +/- 10 meters.
 LG0162
 LG0162.The orthometric height was determined by differential leveling and
 LG0162.adjusted by the NATIONAL GEODETIC SURVEY
 LG0162.in June 1991.
 LG0162
 LG0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0162.GEOID18 height accuracy estimate available here.
 LG0162
 LG0162.Click photographs - Photos may exist for this station.
 LG0162
 LG0162.The dynamic height is computed by dividing the NAVD 88
 LG0162.geopotential number by the normal gravity value computed on the
 LG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0162.degrees latitude (g = 980.6199 gals.).
 LG0162
 LG0162.The modeled gravity was interpolated from observed gravity values.
 LG0162
 LG0162;                    North         East    Units  Estimated Accuracy
 LG0162;SPC NE       -   130,935.      832,784.      MT  (+/- 10 meters HH2 GPS)
 LG0162
 LG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4870836754(NAD 83)
 LG0162
 LG0162                          SUPERSEDED SURVEY CONTROL
 LG0162
 LG0162  NGVD 29 (??/??/92)  369.187  (m)         1211.24   (f) ADJ UNCH    2 0
 LG0162
 LG0162.Superseded values are not recommended for survey control.
 LG0162
 LG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0162.See file dsdata.pdf to determine how the superseded data were derived.
 LG0162
 LG0162_MARKER: DB = BENCH MARK DISK
 LG0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0162_STAMPING: U 296 1949
 LG0162_MARK LOGO: CGS
 LG0162_PROJECTION: PROJECTING 18 CENTIMETERS
 LG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0162+STABILITY: SURFACE MOTION
 LG0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0162+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2020
 LG0162
 LG0162  HISTORY     - Date     Condition        Report By
 LG0162  HISTORY     - 1949     MONUMENTED       CGS
 LG0162  HISTORY     - 20200726 GOOD             WSRR
 LG0162
 LG0162                          STATION DESCRIPTION
 LG0162
 LG0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0162'12.8 MI SW FROM PLATTSMOUTH.
 LG0162'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0162'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0162'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0162'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRADED GRAVELED ROAD, AT
 LG0162'A ROAD INTERSECTION, ON THE EAST SLOPE OF A HILL, 147 FEET
 LG0162'WEST OF THE CENTER LINE OF THE GRAVELED ROAD LEADING NORTH,
 LG0162'37 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST,
 LG0162'1.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LG0162'5-FOOT CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LG0162
 LG0162                          STATION RECOVERY (2020)
 LG0162
 LG0162'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LG0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1021 ***********************************************************************
 MK1021  DESIGNATION -  U 298
 MK1021  PID         -  MK1021
 MK1021  STATE/COUNTY-  NE/SAUNDERS
 MK1021  COUNTRY     -  US
 MK1021  USGS QUAD   -  WAHOO EAST (2017)
 MK1021
 MK1021                         *CURRENT SURVEY CONTROL
 MK1021  ______________________________________________________________________
 MK1021* NAD 83(1986) POSITION- 41 08 53.     (N) 096 32 12.     (W)   SCALED
 MK1021* NAVD 88 ORTHO HEIGHT -   345.692 (meters)     1134.16  (feet) ADJUSTED
 MK1021  ______________________________________________________________________
 MK1021  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 MK1021  DYNAMIC HEIGHT  -        345.537 (meters)     1133.65  (feet) COMP
 MK1021  MODELED GRAVITY -    980,163.6   (mgal)                       NAVD 88
 MK1021
 MK1021  VERT ORDER      -  SECOND    CLASS 0
 MK1021
 MK1021.The horizontal coordinates were scaled from a map and have
 MK1021.an estimated accuracy of +/- 6 seconds.
 MK1021
 MK1021.The orthometric height was determined by differential leveling and
 MK1021.adjusted by the NATIONAL GEODETIC SURVEY
 MK1021.in June 1991.
 MK1021
 MK1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1021.GEOID18 height accuracy estimate available here.
 MK1021
 MK1021.Click photographs - Photos may exist for this station.
 MK1021
 MK1021.The dynamic height is computed by dividing the NAVD 88
 MK1021.geopotential number by the normal gravity value computed on the
 MK1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1021.degrees latitude (g = 980.6199 gals.).
 MK1021
 MK1021.The modeled gravity was interpolated from observed gravity values.
 MK1021
 MK1021;                    North         East    Units  Estimated Accuracy
 MK1021;SPC NE       -   151,790.      790,560.      MT  (+/- 180 meters Scaled)
 MK1021
 MK1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL067581(NAD 83)
 MK1021
 MK1021                          SUPERSEDED SURVEY CONTROL
 MK1021
 MK1021  NGVD 29 (??/??/92)  345.564  (m)         1133.74   (f) ADJ UNCH    2 0
 MK1021
 MK1021.Superseded values are not recommended for survey control.
 MK1021
 MK1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1021.See file dsdata.pdf to determine how the superseded data were derived.
 MK1021
 MK1021_MARKER: DB = BENCH MARK DISK
 MK1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1021_STAMPING: U 298 1950
 MK1021_MARK LOGO: CGS
 MK1021_PROJECTION: PROJECTING
 MK1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1021+STABILITY: SURFACE MOTION
 MK1021
 MK1021  HISTORY     - Date     Condition        Report By
 MK1021  HISTORY     - 1950     MONUMENTED       CGS
 MK1021  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK1021
 MK1021                          STATION DESCRIPTION
 MK1021
 MK1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1021'0.7 MI S FROM ITHACA.
 MK1021'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK1021'ITHACA, AT A ROAD JUNCTION, 123 FEET NORTHEAST OF A STEEL BRIDGE
 MK1021'OVER WAHOO CREEK, 167 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1021'34 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH TO
 MK1021'ITHACA, 8 FEET SOUTHEAST OF A POWER POLE, 1.7 FEET SOUTH OF A
 MK1021'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1021'0.5 FOOT ABOVE THE GROUND.
 MK1021
 MK1021                          STATION RECOVERY (1968)
 MK1021
 MK1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK1021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1022 ***********************************************************************
 MK1022  DESIGNATION -  U 298 RESET
 MK1022  PID         -  MK1022
 MK1022  STATE/COUNTY-  NE/SAUNDERS
 MK1022  COUNTRY     -  US
 MK1022  USGS QUAD   -  WAHOO EAST (2017)
 MK1022
 MK1022                         *CURRENT SURVEY CONTROL
 MK1022  ______________________________________________________________________
 MK1022* NAD 83(1986) POSITION- 41 08 51.14   (N) 096 32 23.99   (W)   HD_HELD1
 MK1022* NAVD 88 ORTHO HEIGHT -   344.62  (meters)     1130.6   (feet) RESET
 MK1022  ______________________________________________________________________
 MK1022  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 MK1022  VERT ORDER      -  THIRD
 MK1022
 MK1022.The horizontal coordinates were determined by differentially corrected
 MK1022.hand held GPS observations or other comparable positioning techniques
 MK1022.and have an estimated accuracy of +/- 3 meters.
 MK1022
 MK1022.The orthometric height was computed from unverified reset data.
 MK1022
 MK1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1022.GEOID18 height accuracy estimate available here.
 MK1022
 MK1022.Click photographs - Photos may exist for this station.
 MK1022
 MK1022;                    North         East    Units  Estimated Accuracy
 MK1022;SPC NE       -   151,720.1     790,286.9     MT  (+/- 3 meters HH1 GPS) 
 MK1022
 MK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0643658052(NAD 83)
 MK1022
 MK1022                          SUPERSEDED SURVEY CONTROL
 MK1022
 MK1022.No superseded survey control is available for this station.
 MK1022
 MK1022_MARKER: DB = BENCH MARK DISK
 MK1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1022_STAMPING: U 298 RESET 1959
 MK1022_MARK LOGO: CGS
 MK1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1022+STABILITY: SURFACE MOTION
 MK1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1022+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 MK1022
 MK1022  HISTORY     - Date     Condition        Report By
 MK1022  HISTORY     - 1959     MONUMENTED       NEDR
 MK1022  HISTORY     - 19990301 GOOD             NEDR
 MK1022  HISTORY     - 20090218 GOOD             NEDR
 MK1022
 MK1022                          STATION DESCRIPTION
 MK1022
 MK1022'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 MK1022'0.8 MI S FROM ITHACA.
 MK1022'THE MARK IS LOCATED 0.8 MILE SOUTH FROM THE POST OFFICE AT
 MK1022'ITHACA ON THE ITHACA SPUR ROAD TO STATE HIGHWAY NO. 63, THEN WEST
 MK1022'0.2 MILE ON STATE HIGHWAY NO. 63, 469 FEET WEST OF WEST END OF
 MK1022'CONCRETE SLAB BRIDGE OVER WAHOO CREEK, 60 FEET SOUTH OF THE
 MK1022'CENTERLINE OF STATE HIGHWAY NO. 63, 4 FEET EAST OF COMBINATION
 MK1022'POWER AND TELEPHONE POLE, 11 FEET SOUTHEAST OF EYE BOLT OF NORTH
 MK1022'GUY WIRE ANCHOR, 22 FEET WEST OF EYE BOLT OF EAST GUY WIRE ANCHOR,
 MK1022'1.25 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 MK1022'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1022
 MK1022                          STATION RECOVERY (1999)
 MK1022
 MK1022'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 MK1022'RECOVERED IN APPARENT GOOD CONDITION, 0.8 MI (1.3 KM) SOUTH OF ITHACA
 MK1022'ON A SPUR ROAD TO STATE HIGHWAY 63, THEN 0.2 MI (0.3 KM) WEST ALONG
 MK1022'HIGHWAY 63 TO THE MARK, ON HIGHWAY RIGHT-OF-WAY, IN THE NW CORNER OF
 MK1022'SEC33, T14N, R8E, 469 FT (143.0 M) WEST OF THE WEST END OF A CONCRETE
 MK1022'BRIDGE OVER WAHOO CREEK, 60.0 FT (18.3 M) SOUTH OF THE CENTERLINE OF
 MK1022'THE HIGHWAY, 1.82 FT (0.55 M) NORTH OF A FIBERGLASS WITNESS POST, 1.80
 MK1022'FT (0.55 M) WEST OF A METAL WITNESS POST AND SIGN, 1.25 FT (0.38 M)
 MK1022'SOUTH OF A METAL T-POST AND SET INTO A ROUND CONCRETE POST THAT IS
 MK1022'FLUSH WITH THE GROUND.
 MK1022
 MK1022                          STATION RECOVERY (2009)
 MK1022
 MK1022'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK1022'STATION RECOVERY (2009)
 MK1022'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78B, AT ITHACA,
 MK1022'NE., PROCEED WEST ON STATE HIGHWAY 66 FOR 0.16 MILE (832 FEET) TO THE
 MK1022'MARK ON THE LEFT (SOUTH) IN THE BOTTOM OF HIGHWAY DITCH.
 MK1022'
 MK1022'MARK IS 469 FEET WEST OF THE WEST END OF A CONCRETE BRIDGE OVER WAHOO
 MK1022'CREEK, 300 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 13, 58.5 FEET
 MK1022'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 66, 31 FEET EAST OF THE
 MK1022'CENTERLINE OF A FIELD DRIVE SOUTH, 2.5 FEET EAST OF A STEEL WITNESS
 MK1022'POST, 1 FOOT NORTH OF A CULTIVATED FIELD, 2.5 FEET WEST OF A STEEL
 MK1022'WITNESS POST, 2.5 SOUTH OF A STEEL WITNESS POST.
 MK1022'
 MK1022'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0715 ***********************************************************************
 MK0715  DESIGNATION -  U 299
 MK0715  PID         -  MK0715
 MK0715  STATE/COUNTY-  NE/SAUNDERS
 MK0715  COUNTRY     -  US
 MK0715  USGS QUAD   -  MEAD (2017)
 MK0715
 MK0715                         *CURRENT SURVEY CONTROL
 MK0715  ______________________________________________________________________
 MK0715* NAD 83(1986) POSITION- 41 11 25.     (N) 096 24 02.     (W)   SCALED
 MK0715* NAVD 88 ORTHO HEIGHT -   364.741 (meters)     1196.65  (feet) ADJUSTED
 MK0715  ______________________________________________________________________
 MK0715  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 MK0715  DYNAMIC HEIGHT  -        364.581 (meters)     1196.13  (feet) COMP
 MK0715  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 MK0715
 MK0715  VERT ORDER      -  SECOND    CLASS 0
 MK0715
 MK0715.The horizontal coordinates were scaled from a map and have
 MK0715.an estimated accuracy of +/- 6 seconds.
 MK0715
 MK0715.The orthometric height was determined by differential leveling and
 MK0715.adjusted by the NATIONAL GEODETIC SURVEY
 MK0715.in June 1991.
 MK0715
 MK0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0715.GEOID18 height accuracy estimate available here.
 MK0715
 MK0715.Click photographs - Photos may exist for this station.
 MK0715
 MK0715.The dynamic height is computed by dividing the NAVD 88
 MK0715.geopotential number by the normal gravity value computed on the
 MK0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0715.degrees latitude (g = 980.6199 gals.).
 MK0715
 MK0715.The modeled gravity was interpolated from observed gravity values.
 MK0715
 MK0715;                    North         East    Units  Estimated Accuracy
 MK0715;SPC NE       -   156,940.      801,780.      MT  (+/- 180 meters Scaled)
 MK0715
 MK0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL179631(NAD 83)
 MK0715
 MK0715                          SUPERSEDED SURVEY CONTROL
 MK0715
 MK0715  NGVD 29 (??/??/92)  364.615  (m)         1196.24   (f) ADJ UNCH    2 0
 MK0715
 MK0715.Superseded values are not recommended for survey control.
 MK0715
 MK0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0715.See file dsdata.pdf to determine how the superseded data were derived.
 MK0715
 MK0715_MARKER: DB = BENCH MARK DISK
 MK0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0715_STAMPING: U 299 1950
 MK0715_MARK LOGO: CGS
 MK0715_PROJECTION: FLUSH
 MK0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0715+STABILITY: SURFACE MOTION
 MK0715
 MK0715  HISTORY     - Date     Condition        Report By
 MK0715  HISTORY     - 1950     MONUMENTED       CGS
 MK0715
 MK0715                          STATION DESCRIPTION
 MK0715
 MK0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0715'3.8 MI S FROM YUTAN.
 MK0715'3.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0715'YUTAN, THENCE 0.25 MILE WEST ALONG A GRAVELED ROAD, AT THE FARM
 MK0715'HOME OF L. KARLOFF, 91 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MK0715'OF THE BARN, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD, 57
 MK0715'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 55 FEET
 MK0715'WEST OF THE SOUTHWEST LEG OF THE WINDMILL TOWER, 2.8 FEET
 MK0715'NORTHEAST OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, SET IN
 MK0715'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0032 ***********************************************************************
 NP0032  DESIGNATION -  U 3
 NP0032  PID         -  NP0032
 NP0032  STATE/COUNTY-  NE/SHERIDAN
 NP0032  COUNTRY     -  US
 NP0032  USGS QUAD   -  CLINTON (2017)
 NP0032
 NP0032                         *CURRENT SURVEY CONTROL
 NP0032  ______________________________________________________________________
 NP0032* NAD 83(1986) POSITION- 42 45 54.     (N) 102 19 57.     (W)   SCALED
 NP0032* NAVD 88 ORTHO HEIGHT -  1129.736 (meters)     3706.48  (feet) ADJUSTED
 NP0032  ______________________________________________________________________
 NP0032  GEOID HEIGHT    -        -18.254 (meters)                     GEOID18
 NP0032  DYNAMIC HEIGHT  -       1129.182 (meters)     3704.66  (feet) COMP
 NP0032  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 NP0032
 NP0032  VERT ORDER      -  FIRST     CLASS II
 NP0032
 NP0032.The horizontal coordinates were scaled from a map and have
 NP0032.an estimated accuracy of +/- 6 seconds.
 NP0032
 NP0032.The orthometric height was determined by differential leveling and
 NP0032.adjusted by the NATIONAL GEODETIC SURVEY
 NP0032.in June 1991.
 NP0032
 NP0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0032.GEOID18 height accuracy estimate available here.
 NP0032
 NP0032.Click photographs - Photos may exist for this station.
 NP0032
 NP0032.The dynamic height is computed by dividing the NAVD 88
 NP0032.geopotential number by the normal gravity value computed on the
 NP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0032.degrees latitude (g = 980.6199 gals.).
 NP0032
 NP0032.The modeled gravity was interpolated from observed gravity values.
 NP0032
 NP0032;                    North         East    Units  Estimated Accuracy
 NP0032;SPC NE       -   328,090.      309,130.      MT  (+/- 180 meters Scaled)
 NP0032
 NP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH182381(NAD 83)
 NP0032
 NP0032                          SUPERSEDED SURVEY CONTROL
 NP0032
 NP0032  NGVD 29 (??/??/92) 1129.227  (m)         3704.81   (f) ADJ UNCH    1 2
 NP0032
 NP0032.Superseded values are not recommended for survey control.
 NP0032
 NP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0032.See file dsdata.pdf to determine how the superseded data were derived.
 NP0032
 NP0032_MARKER: B = BOLT
 NP0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0032_SP_SET: STONE CULVERT
 NP0032_MARK LOGO: NONE
 NP0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0032+STABILITY: SURFACE MOTION
 NP0032
 NP0032  HISTORY     - Date     Condition        Report By
 NP0032  HISTORY     - 1901     MONUMENTED       CGS
 NP0032  HISTORY     - 1957     GOOD             CGS
 NP0032  HISTORY     - 19971218 GOOD             LOCSUR
 NP0032  HISTORY     - 19980621 GOOD             LOCENG
 NP0032
 NP0032                          STATION DESCRIPTION
 NP0032
 NP0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0032'1 MI NE FROM CLINTON.
 NP0032'ABOUT 0.95 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0032'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 43 W.,
 NP0032'SECTION 11., 3 1/2 POLES SOUTHWEST OF MILE POST 367, AT A STONE
 NP0032'CULVERT UNDER THE RAILROAD, IN THE NORTH STONE WING WALL OF THE
 NP0032'CULVERT, 11 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 3
 NP0032'FEET BELOW THE LEVEL OF THE RAILS, NORTHWEST AND ACROSS THE
 NP0032'HIGHWAY FROM A FENCE CORNER, A COPPER BOLT IN THE TOP OF THE
 NP0032'FIRST STONE DOWN FROM THE TOP OF THE STONE HEADWALL.
 NP0032
 NP0032                          STATION RECOVERY (1997)
 NP0032
 NP0032'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0032'LOCATED ABOUT 1 MILE (1.6 KM) NORTHEAST OF CLINTON, ALONG THE DAKOTA,
 NP0032'MINNESOTA AND EASTERN RAILROAD (FORMERLY KNOWN AS THE CHICAGO AND
 NP0032'NORTH WESTERN RAILROAD) IN THE NW 1/4 OF THE SE 1/4 OF SECTION 11,
 NP0032'T32N, R43W AT A STONE CULVERT UNDER THE RAILROAD, IN THE NORTH AND
 NP0032'EAST STONE WING WALL OF THE CULVERT, 11.8 FEET (3.6 M) NORTH OF THE
 NP0032'NORTH RAIL, 1.10 FEET (0.34 M) BELOW THE CAP LEDGE, 0.68 FEET (20.73
 NP0032'CM) SOUTHWEST FROM THE NORTHEAST CORNER OF THE CAP STONE.  A 1/2 INCH
 NP0032'DIAMETER COPPER BOLT SET IN A DRILL HOLE SURROUNDED BY LEAD.
 NP0032
 NP0032                          STATION RECOVERY (1998)
 NP0032
 NP0032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NP0032'1.0 MI (1.6 KM) NORTHEST OF CLINTON, SHERIDAN COUNTY, ALONG THE
 NP0032'DAKOTA, MINNESOTA AND EASTERN RAILROAD (FORMERLY KNOWN AS THE CHICAGO
 NP0032'AND NORTH WESTERN RAILROAD) IN THE NW 1/4 OF THE SE 1/4 OF SECTION 11,
 NP0032'T 32N, R43W, AT APPROXIMATE RAILROAD MILEPOST 367.1. LOCATED IN THE
 NP0032'NORTHEAST CORNER OF A STONE WINGWALL OF A STONE CULVERT UNDER THE
 NP0032'RAILROAD, 11.8 FT (3.6 M) NORTH FROM THE NORTH RAIL, 1.10 FT (0.34 M)
 NP0032'BELOW THE CAP LEDGE, 0.68 FT (20.73 CM) SOUTHWEST FROM THE NORTHEAST
 NP0032'CORNER OF THE CAP STONE ABOUT 3 FT (0.9 M) BELOW THE TOP OF THE RAILS,
 NP0032'A COPPER BOLT WITH A CROSS ON TOP SET VERTICALLY IN A DRILL HOLE
 NP0032'SURROUNDED BY LEAD IN THE FIRST STONE DOWN FROM THE TOP OF THE STONE
 NP0032'HEADWALL.  TO REACH FROM CLINTON GO NORTHEST ALONG HIGHWAY 20 FOR
 NP0032'APPROXIMATELY 1.0 MI (1.6 KM) TO HIGHWAY MILPOST 98.7, THEN NORTHERLY
 NP0032'TO THE CULVERT AND RAILROAD WHICH RUNS PARALLEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0772 ***********************************************************************
 MK0772  DESIGNATION -  U 300
 MK0772  PID         -  MK0772
 MK0772  STATE/COUNTY-  NE/SARPY
 MK0772  COUNTRY     -  US
 MK0772  USGS QUAD   -  GRETNA (2017)
 MK0772
 MK0772                         *CURRENT SURVEY CONTROL
 MK0772  ______________________________________________________________________
 MK0772* NAD 83(1986) POSITION- 41 10 44.     (N) 096 12 55.     (W)   SCALED
 MK0772* NAVD 88 ORTHO HEIGHT -   377.491 (meters)     1238.49  (feet) ADJUSTED
 MK0772  ______________________________________________________________________
 MK0772  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 MK0772  DYNAMIC HEIGHT  -        377.330 (meters)     1237.96  (feet) COMP
 MK0772  MODELED GRAVITY -    980,186.2   (mgal)                       NAVD 88
 MK0772
 MK0772  VERT ORDER      -  SECOND    CLASS 0
 MK0772
 MK0772.The horizontal coordinates were scaled from a map and have
 MK0772.an estimated accuracy of +/- 6 seconds.
 MK0772
 MK0772.The orthometric height was determined by differential leveling and
 MK0772.adjusted by the NATIONAL GEODETIC SURVEY
 MK0772.in June 1991.
 MK0772
 MK0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0772.GEOID18 height accuracy estimate available here.
 MK0772
 MK0772.Click photographs - Photos may exist for this station.
 MK0772
 MK0772.The dynamic height is computed by dividing the NAVD 88
 MK0772.geopotential number by the normal gravity value computed on the
 MK0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0772.degrees latitude (g = 980.6199 gals.).
 MK0772
 MK0772.The modeled gravity was interpolated from observed gravity values.
 MK0772
 MK0772;                    North         East    Units  Estimated Accuracy
 MK0772;SPC NE       -   156,340.      817,360.      MT  (+/- 180 meters Scaled)
 MK0772
 MK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL335623(NAD 83)
 MK0772
 MK0772                          SUPERSEDED SURVEY CONTROL
 MK0772
 MK0772  NGVD 29 (??/??/92)  377.378  (m)         1238.11   (f) ADJ UNCH    2 0
 MK0772
 MK0772.Superseded values are not recommended for survey control.
 MK0772
 MK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0772.See file dsdata.pdf to determine how the superseded data were derived.
 MK0772
 MK0772_MARKER: DB = BENCH MARK DISK
 MK0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0772_STAMPING: U 300 1950
 MK0772_MARK LOGO: CGS
 MK0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0772+STABILITY: SURFACE MOTION
 MK0772
 MK0772  HISTORY     - Date     Condition        Report By
 MK0772  HISTORY     - 1950     MONUMENTED       CGS
 MK0772
 MK0772                          STATION DESCRIPTION
 MK0772
 MK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0772'4.3 MI NE FROM GRETNA.
 MK0772'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0772'GRETNA, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE
 MK0772'1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES NORTH
 MK0772'ALONG A GRADED DIRT ROAD, 48 FEET SOUTH OF THE CENTER LINE OF
 MK0772'A PRIVATE DRIVEWAY LEADING EAST, 35 FEET EAST OF THE CENTER LINE
 MK0772'OF A NORTH AND SOUTH ROAD, 25 FEET SOUTH OF THE CENTER OF A
 MK0772'WIRE GATE, 1.4 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS
 MK0772'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK0772'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0680 ***********************************************************************
 MK0680  DESIGNATION -  U 301
 MK0680  PID         -  MK0680
 MK0680  STATE/COUNTY-  NE/SARPY
 MK0680  COUNTRY     -  US
 MK0680  USGS QUAD   -  GRETNA (2017)
 MK0680
 MK0680                         *CURRENT SURVEY CONTROL
 MK0680  ______________________________________________________________________
 MK0680* NAD 83(1986) POSITION- 41 10 41.     (N) 096 11 51.     (W)   SCALED
 MK0680* NAVD 88 ORTHO HEIGHT -   341.413 (meters)     1120.12  (feet) ADJUSTED
 MK0680  ______________________________________________________________________
 MK0680  GEOID HEIGHT    -        -26.898 (meters)                     GEOID18
 MK0680  DYNAMIC HEIGHT  -        341.267 (meters)     1119.64  (feet) COMP
 MK0680  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 MK0680
 MK0680  VERT ORDER      -  SECOND    CLASS 0
 MK0680
 MK0680.The horizontal coordinates were scaled from a map and have
 MK0680.an estimated accuracy of +/- 6 seconds.
 MK0680
 MK0680.The orthometric height was determined by differential leveling and
 MK0680.adjusted by the NATIONAL GEODETIC SURVEY
 MK0680.in June 1991.
 MK0680
 MK0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0680.GEOID18 height accuracy estimate available here.
 MK0680
 MK0680.Click photographs - Photos may exist for this station.
 MK0680
 MK0680.The dynamic height is computed by dividing the NAVD 88
 MK0680.geopotential number by the normal gravity value computed on the
 MK0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0680.degrees latitude (g = 980.6199 gals.).
 MK0680
 MK0680.The modeled gravity was interpolated from observed gravity values.
 MK0680
 MK0680;                    North         East    Units  Estimated Accuracy
 MK0680;SPC NE       -   156,310.      818,860.      MT  (+/- 180 meters Scaled)
 MK0680
 MK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL350623(NAD 83)
 MK0680
 MK0680                          SUPERSEDED SURVEY CONTROL
 MK0680
 MK0680  NGVD 29 (??/??/92)  341.301  (m)         1119.75   (f) ADJ UNCH    2 0
 MK0680
 MK0680.Superseded values are not recommended for survey control.
 MK0680
 MK0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0680.See file dsdata.pdf to determine how the superseded data were derived.
 MK0680
 MK0680_MARKER: DB = BENCH MARK DISK
 MK0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0680_SP_SET: BRIDGE
 MK0680_STAMPING: U 301 1950
 MK0680_MARK LOGO: CGS
 MK0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0680
 MK0680  HISTORY     - Date     Condition        Report By
 MK0680  HISTORY     - 1950     MONUMENTED       CGS
 MK0680
 MK0680                          STATION DESCRIPTION
 MK0680
 MK0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0680'2.6 MI W FROM CHALCO.
 MK0680'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0680'FROM THE STATION AT CHALCO, 5.7 FEET SOUTH OF THE SOUTH RAIL,
 MK0680'4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 MK0680'END OF THE EAST BRIDGE SEAT OF BRIDGE 33.91.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0681 ***********************************************************************
 MK0681  DESIGNATION -  U 301 RESET
 MK0681  PID         -  MK0681
 MK0681  STATE/COUNTY-  NE/SARPY
 MK0681  COUNTRY     -  US
 MK0681  USGS QUAD   -  GRETNA (2017)
 MK0681
 MK0681                         *CURRENT SURVEY CONTROL
 MK0681  ______________________________________________________________________
 MK0681* NAD 83(1986) POSITION- 41 10 41.     (N) 096 11 51.     (W)   SCALED
 MK0681* NAVD 88 ORTHO HEIGHT -   342.65  (meters)     1124.2   (feet) RESET
 MK0681  ______________________________________________________________________
 MK0681  GEOID HEIGHT    -        -26.898 (meters)                     GEOID18
 MK0681  VERT ORDER      -  THIRD
 MK0681
 MK0681.The horizontal coordinates were scaled from a map and have
 MK0681.an estimated accuracy of +/- 6 seconds.
 MK0681
 MK0681.The orthometric height was computed from unverified reset data.
 MK0681
 MK0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0681.GEOID18 height accuracy estimate available here.
 MK0681
 MK0681.Click photographs - Photos may exist for this station.
 MK0681
 MK0681;                    North         East    Units  Estimated Accuracy
 MK0681;SPC NE       -   156,310.      818,860.      MT  (+/- 180 meters Scaled)
 MK0681
 MK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL350623(NAD 83)
 MK0681
 MK0681                          SUPERSEDED SURVEY CONTROL
 MK0681
 MK0681.No superseded survey control is available for this station.
 MK0681
 MK0681_MARKER: DB = BENCH MARK DISK
 MK0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0681_SP_SET: BRIDGE ABUTMENT
 MK0681_STAMPING: U 301 RESET 1969
 MK0681_MARK LOGO: CGS
 MK0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0681+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 MK0681
 MK0681  HISTORY     - Date     Condition        Report By
 MK0681  HISTORY     - 1969     MONUMENTED       CBQRR
 MK0681  HISTORY     - 20060615 GOOD             INDIV
 MK0681
 MK0681                          STATION DESCRIPTION
 MK0681
 MK0681'DESCRIBED BY BURLINGTON RAILROAD 1969
 MK0681'2.6 MI W FROM CHALCO.
 MK0681'ABOUT 2.6 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 MK0681'THE STATION AT CHALCO, 107 FEET SOUTH OF THE CENTER LINE OF THE
 MK0681'TRACK, 1.1 FEET BELOW THE TOP OF THE RAILS AND SET IN THE TOP OF
 MK0681'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE 33.91.
 MK0681
 MK0681                          STATION RECOVERY (2006)
 MK0681
 MK0681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK0681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0667 ***********************************************************************
 MK0667  DESIGNATION -  U 302
 MK0667  PID         -  MK0667
 MK0667  STATE/COUNTY-  NE/DOUGLAS
 MK0667  COUNTRY     -  US
 MK0667  USGS QUAD   -  RALSTON (2017)
 MK0667
 MK0667                         *CURRENT SURVEY CONTROL
 MK0667  ______________________________________________________________________
 MK0667* NAD 83(1986) POSITION- 41 11 56.92   (N) 096 01 34.26   (W)   HD_HELD1
 MK0667* NAVD 88 ORTHO HEIGHT -   316.262 (meters)     1037.60  (feet) ADJUSTED
 MK0667  ______________________________________________________________________
 MK0667  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 MK0667  DYNAMIC HEIGHT  -        316.131 (meters)     1037.17  (feet) COMP
 MK0667  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 MK0667
 MK0667  VERT ORDER      -  SECOND    CLASS 0
 MK0667
 MK0667.The horizontal coordinates were determined by differentially corrected
 MK0667.hand held GPS observations or other comparable positioning techniques
 MK0667.and have an estimated accuracy of +/- 3 meters.
 MK0667
 MK0667.The orthometric height was determined by differential leveling and
 MK0667.adjusted by the NATIONAL GEODETIC SURVEY
 MK0667.in June 1991.
 MK0667
 MK0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0667.GEOID18 height accuracy estimate available here.
 MK0667
 MK0667.Click photographs - Photos may exist for this station.
 MK0667
 MK0667.The dynamic height is computed by dividing the NAVD 88
 MK0667.geopotential number by the normal gravity value computed on the
 MK0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0667.degrees latitude (g = 980.6199 gals.).
 MK0667
 MK0667.The modeled gravity was interpolated from observed gravity values.
 MK0667
 MK0667;                    North         East    Units  Estimated Accuracy
 MK0667;SPC NE       -   159,296.5     833,103.1     MT  (+/- 3 meters HH1 GPS) 
 MK0667
 MK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4936365128(NAD 83)
 MK0667
 MK0667                          SUPERSEDED SURVEY CONTROL
 MK0667
 MK0667  NGVD 29 (??/??/92)  316.147  (m)         1037.23   (f) ADJ UNCH    2 0
 MK0667
 MK0667.Superseded values are not recommended for survey control.
 MK0667
 MK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0667.See file dsdata.pdf to determine how the superseded data were derived.
 MK0667
 MK0667_MARKER: DB = BENCH MARK DISK
 MK0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0667_SP_SET: BRIDGE
 MK0667_STAMPING: U 302 1950
 MK0667_MARK LOGO: CGS
 MK0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0667
 MK0667  HISTORY     - Date     Condition        Report By
 MK0667  HISTORY     - 1950     MONUMENTED       CGS
 MK0667  HISTORY     - 1976     GOOD             LOCSUR
 MK0667
 MK0667                          STATION DESCRIPTION
 MK0667
 MK0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0667'0.3 MI E FROM RALSTON.
 MK0667'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0667'FROM THE STATION AT RALSTON, 5.3 FEET SOUTH OF THE SOUTH RAIL,
 MK0667'1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MK0667'SOUTH END OF THE EAST HEADWALL OF BRIDGE 24.16.
 MK0667
 MK0667                          STATION RECOVERY (1976)
 MK0667
 MK0667'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0553 ***********************************************************************
 MK0553  DESIGNATION -  U 303
 MK0553  PID         -  MK0553
 MK0553  STATE/COUNTY-  NE/DOUGLAS
 MK0553  COUNTRY     -  US
 MK0553  USGS QUAD   -  GRETNA (2017)
 MK0553
 MK0553                         *CURRENT SURVEY CONTROL
 MK0553  ______________________________________________________________________
 MK0553* NAD 83(1986) POSITION- 41 13 09.03   (N) 096 08 06.21   (W)   HD_HELD1
 MK0553* NAVD 88 ORTHO HEIGHT -   324.857 (meters)     1065.80  (feet) ADJUSTED
 MK0553  ______________________________________________________________________
 MK0553  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 MK0553  DYNAMIC HEIGHT  -        324.719 (meters)     1065.35  (feet) COMP
 MK0553  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 MK0553
 MK0553  VERT ORDER      -  SECOND    CLASS 0
 MK0553
 MK0553.The horizontal coordinates were determined by differentially corrected
 MK0553.hand held GPS observations or other comparable positioning techniques
 MK0553.and have an estimated accuracy of +/- 3 meters.
 MK0553
 MK0553.The orthometric height was determined by differential leveling and
 MK0553.adjusted by the NATIONAL GEODETIC SURVEY
 MK0553.in June 1991.
 MK0553
 MK0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0553.GEOID18 height accuracy estimate available here.
 MK0553
 MK0553.Click photographs - Photos may exist for this station.
 MK0553
 MK0553.The dynamic height is computed by dividing the NAVD 88
 MK0553.geopotential number by the normal gravity value computed on the
 MK0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0553.degrees latitude (g = 980.6199 gals.).
 MK0553
 MK0553.The modeled gravity was interpolated from observed gravity values.
 MK0553
 MK0553;                    North         East    Units  Estimated Accuracy
 MK0553;SPC NE       -   161,104.4     823,883.5     MT  (+/- 3 meters HH1 GPS) 
 MK0553
 MK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4015967046(NAD 83)
 MK0553
 MK0553                          SUPERSEDED SURVEY CONTROL
 MK0553
 MK0553  NGVD 29 (??/??/92)  324.739  (m)         1065.41   (f) ADJ UNCH    2 0
 MK0553
 MK0553.Superseded values are not recommended for survey control.
 MK0553
 MK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0553.See file dsdata.pdf to determine how the superseded data were derived.
 MK0553
 MK0553_MARKER: DB = BENCH MARK DISK
 MK0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0553_SP_SET: BRIDGE
 MK0553_STAMPING: U 303 1950
 MK0553_MARK LOGO: CGS
 MK0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0553
 MK0553  HISTORY     - Date     Condition        Report By
 MK0553  HISTORY     - 1950     MONUMENTED       CGS
 MK0553  HISTORY     - 1976     GOOD             LOCSUR
 MK0553  HISTORY     - 20080218 MARK NOT FOUND   THOMDD
 MK0553
 MK0553                          STATION DESCRIPTION
 MK0553
 MK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0553'0.8 MI NW FROM MILLARD.
 MK0553'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0553'STATION AT MILLARD, 0.2 MILE SOUTHEAST OF A ROAD CROSSING, 8
 MK0553'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET BELOW THE TOP OF THE
 MK0553'RAILS, SET IN THE TOP OF THE SOUTHWEST END THE SOUTHEAST BRIDGE
 MK0553'SEAT OF BRIDGE 23.39, 6 FEET NORTHEAST OF THE SOUTHEAST END OF
 MK0553'THE BRIDGE SEAT.
 MK0553
 MK0553                          STATION RECOVERY (1976)
 MK0553
 MK0553'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0553'RECOVERED IN GOOD CONDITION.
 MK0553
 MK0553                          STATION RECOVERY (2008)
 MK0553
 MK0553'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2008 (MTC)
 MK0553'BELIEVE LOST DUE TO NEW CONSTRUCTION MANY YEARS AGO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1042 ***********************************************************************
 MK1042  DESIGNATION -  U 304
 MK1042  PID         -  MK1042
 MK1042  STATE/COUNTY-  NE/SAUNDERS
 MK1042  COUNTRY     -  US
 MK1042  USGS QUAD   -  FREMONT WEST (2017)
 MK1042
 MK1042                         *CURRENT SURVEY CONTROL
 MK1042  ______________________________________________________________________
 MK1042* NAD 83(1986) POSITION- 41 24 07.     (N) 096 30 10.     (W)   SCALED
 MK1042* NAVD 88 ORTHO HEIGHT -   364.015 (meters)     1194.27  (feet) ADJUSTED
 MK1042  ______________________________________________________________________
 MK1042  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 MK1042  DYNAMIC HEIGHT  -        363.848 (meters)     1193.72  (feet) COMP
 MK1042  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 MK1042
 MK1042  VERT ORDER      -  SECOND    CLASS 0
 MK1042
 MK1042.The horizontal coordinates were scaled from a map and have
 MK1042.an estimated accuracy of +/- 6 seconds.
 MK1042
 MK1042.The orthometric height was determined by differential leveling and
 MK1042.adjusted by the NATIONAL GEODETIC SURVEY
 MK1042.in June 1991.
 MK1042
 MK1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1042.GEOID18 height accuracy estimate available here.
 MK1042
 MK1042.Click photographs - Photos may exist for this station.
 MK1042
 MK1042.The dynamic height is computed by dividing the NAVD 88
 MK1042.geopotential number by the normal gravity value computed on the
 MK1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1042.degrees latitude (g = 980.6199 gals.).
 MK1042
 MK1042.The modeled gravity was interpolated from observed gravity values.
 MK1042
 MK1042;                    North         East    Units  Estimated Accuracy
 MK1042;SPC NE       -   180,070.      792,270.      MT  (+/- 180 meters Scaled)
 MK1042
 MK1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL087863(NAD 83)
 MK1042
 MK1042                          SUPERSEDED SURVEY CONTROL
 MK1042
 MK1042  NGVD 29 (??/??/92)  363.866  (m)         1193.78   (f) ADJ UNCH    2 0
 MK1042
 MK1042.Superseded values are not recommended for survey control.
 MK1042
 MK1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1042.See file dsdata.pdf to determine how the superseded data were derived.
 MK1042
 MK1042_MARKER: DB = BENCH MARK DISK
 MK1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1042_STAMPING: U 304 1950
 MK1042_MARK LOGO: CGS
 MK1042_PROJECTION: FLUSH
 MK1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1042+STABILITY: SURFACE MOTION
 MK1042
 MK1042  HISTORY     - Date     Condition        Report By
 MK1042  HISTORY     - 1950     MONUMENTED       CGS
 MK1042  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK1042
 MK1042                          STATION DESCRIPTION
 MK1042
 MK1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1042'2.3 MI S FROM FREMONT.
 MK1042'2.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1042'FREMONT, ON THE SOUTH BANK OF THE PLATTE RIVER, 220 FEET
 MK1042'SOUTHWEST OF THE SOUTH END OF THE PLATTE RIVER BRIDGE, 159
 MK1042'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET
 MK1042'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTHWEST,
 MK1042'39 FEET NORTHWEST OF A 48 INCH COTTONWOOD TREE, 32 FEET NORTH
 MK1042'OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 1.9 FEET
 MK1042'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1042'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 MK1042'MILE SOUTH OF BENCH MARK T 304.
 MK1042
 MK1042                          STATION RECOVERY (1966)
 MK1042
 MK1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK1042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1043 ***********************************************************************
 MK1043  DESIGNATION -  U 304 RESET
 MK1043  PID         -  MK1043
 MK1043  STATE/COUNTY-  NE/SAUNDERS
 MK1043  COUNTRY     -  US
 MK1043  USGS QUAD   -  FREMONT WEST (2017)
 MK1043
 MK1043                         *CURRENT SURVEY CONTROL
 MK1043  ______________________________________________________________________
 MK1043* NAD 83(1986) POSITION- 41 24 07.     (N) 096 30 09.     (W)   SCALED
 MK1043* NAVD 88 ORTHO HEIGHT -   367.81  (meters)     1206.7   (feet) RESET
 MK1043  ______________________________________________________________________
 MK1043  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 MK1043  VERT ORDER      -  THIRD
 MK1043
 MK1043.The horizontal coordinates were scaled from a map and have
 MK1043.an estimated accuracy of +/- 6 seconds.
 MK1043
 MK1043.The orthometric height was computed from unverified reset data.
 MK1043
 MK1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1043.GEOID18 height accuracy estimate available here.
 MK1043
 MK1043.Click photographs - Photos may exist for this station.
 MK1043
 MK1043;                    North         East    Units  Estimated Accuracy
 MK1043;SPC NE       -   180,070.      792,290.      MT  (+/- 180 meters Scaled)
 MK1043
 MK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL087863(NAD 83)
 MK1043
 MK1043                          SUPERSEDED SURVEY CONTROL
 MK1043
 MK1043  NGVD 29 (??/??/??)  367.66   (m)         1206.2    (f) RESET       3  
 MK1043
 MK1043.Superseded values are not recommended for survey control.
 MK1043
 MK1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1043.See file dsdata.pdf to determine how the superseded data were derived.
 MK1043
 MK1043_MARKER: DB = BENCH MARK DISK
 MK1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1043_SP_SET: BRIDGE CURB
 MK1043_STAMPING: U 304 RESET 1955
 MK1043_MARK LOGO: CGS
 MK1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1043+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 MK1043
 MK1043  HISTORY     - Date     Condition        Report By
 MK1043  HISTORY     - 1955     MONUMENTED       NEDR
 MK1043  HISTORY     - 1959     GOOD             CGS
 MK1043  HISTORY     - 20050604 GOOD             INDIV
 MK1043  HISTORY     - 20130513 GOOD             INDIV
 MK1043
 MK1043                          STATION DESCRIPTION
 MK1043
 MK1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MK1043'2.4 MI S FROM FREMONT.
 MK1043'THE MARK IS LOCATED 2.4 MILES SOUTH ALONG U.S. HIGHWAY 77
 MK1043'FROM THE POST OFFICE AT FREMONT, ON TOP OF WEST BRIDGE CURB,
 MK1043'1 FOOT NORTH OF SOUTH ABUTMENT AND 25 FEET NORTH OF SOUTH
 MK1043'END OF BRIDGE FLOOR OVER THE PLATTE RIVER.
 MK1043
 MK1043                          STATION RECOVERY (2005)
 MK1043
 MK1043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 MK1043'RECOVERED IN GOOD CONDITION.
 MK1043
 MK1043                          STATION RECOVERY (2013)
 MK1043
 MK1043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BLY)
 MK1043'RECOVERED AS DESCRIBED. MONUMENT WILL BE DESTROYED DURING CONSTRUCTION
 MK1043'
 MK1043'ON SOUTHBOUND BRIDGE. ON 5/13/2013, CONSTRUCTION WAS PROCEEDING ON
 MK1043'NORTHBOUND BRIDGE. REMOVAL OF OLD BRIDGE AND CONSTRUCTION WILL PROCEED
 MK1043'
 MK1043'IN THE NEXT 12 MONTHS ON THE SOUTHBOUND BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0852 ***********************************************************************
 LH0852  DESIGNATION -  U 305
 LH0852  PID         -  LH0852
 LH0852  STATE/COUNTY-  NE/DAWSON
 LH0852  COUNTRY     -  US
 LH0852  USGS QUAD   -  COZAD (2017)
 LH0852
 LH0852                         *CURRENT SURVEY CONTROL
 LH0852  ______________________________________________________________________
 LH0852* NAD 83(1986) POSITION- 40 50 39.     (N) 099 52 56.     (W)   SCALED
 LH0852* NAVD 88 ORTHO HEIGHT -   751.610 (meters)     2465.91  (feet) ADJUSTED
 LH0852  ______________________________________________________________________
 LH0852  GEOID HEIGHT    -        -23.549 (meters)                     GEOID18
 LH0852  DYNAMIC HEIGHT  -        751.169 (meters)     2464.46  (feet) COMP
 LH0852  MODELED GRAVITY -    980,013.3   (mgal)                       NAVD 88
 LH0852
 LH0852  VERT ORDER      -  SECOND    CLASS 0
 LH0852
 LH0852.The horizontal coordinates were scaled from a map and have
 LH0852.an estimated accuracy of +/- 6 seconds.
 LH0852
 LH0852.The orthometric height was determined by differential leveling and
 LH0852.adjusted by the NATIONAL GEODETIC SURVEY
 LH0852.in June 1991.
 LH0852
 LH0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0852.GEOID18 height accuracy estimate available here.
 LH0852
 LH0852.Click photographs - Photos may exist for this station.
 LH0852
 LH0852.The dynamic height is computed by dividing the NAVD 88
 LH0852.geopotential number by the normal gravity value computed on the
 LH0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0852.degrees latitude (g = 980.6199 gals.).
 LH0852
 LH0852.The modeled gravity was interpolated from observed gravity values.
 LH0852
 LH0852;                    North         East    Units  Estimated Accuracy
 LH0852;SPC NE       -   112,240.      509,930.      MT  (+/- 180 meters Scaled)
 LH0852
 LH0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML256218(NAD 83)
 LH0852
 LH0852                          SUPERSEDED SURVEY CONTROL
 LH0852
 LH0852  NGVD 29 (??/??/92)  751.311  (m)         2464.93   (f) ADJ UNCH    2 0
 LH0852
 LH0852.Superseded values are not recommended for survey control.
 LH0852
 LH0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0852.See file dsdata.pdf to determine how the superseded data were derived.
 LH0852
 LH0852_MARKER: DB = BENCH MARK DISK
 LH0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0852_STAMPING: U 305 1950
 LH0852_MARK LOGO: CGS
 LH0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0852+STABILITY: SURFACE MOTION
 LH0852
 LH0852  HISTORY     - Date     Condition        Report By
 LH0852  HISTORY     - 1950     MONUMENTED       CGS
 LH0852
 LH0852                          STATION DESCRIPTION
 LH0852
 LH0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0852'2 MI N FROM DARR.
 LH0852'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0852'RAILROAD STATION AT DARR, THENCE 1.75 MILES NORTH ALONG A
 LH0852'GRAVELED ROAD, 178 FEET SOUTH OF THE CENTER LINE OF AN EAST
 LH0852'AND WEST ROAD, 27 FEET EAST OF THE CENTER LINE OF A NORTH AND
 LH0852'SOUTH ROAD, 18.3 FEET NORTH OF TWO TELEPHONE POLES, 1.6 FEET
 LH0852'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0852'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0388 ***********************************************************************
 ML0388  DESIGNATION -  U 306
 ML0388  PID         -  ML0388
 ML0388  STATE/COUNTY-  NE/SHERMAN
 ML0388  COUNTRY     -  US
 ML0388  USGS QUAD   -  RAVENNA (2017)
 ML0388
 ML0388                         *CURRENT SURVEY CONTROL
 ML0388  ______________________________________________________________________
 ML0388* NAD 83(1986) POSITION- 41 04 35.     (N) 098 52 58.     (W)   SCALED
 ML0388* NAVD 88 ORTHO HEIGHT -   647.239 (meters)     2123.48  (feet) ADJUSTED
 ML0388  ______________________________________________________________________
 ML0388  GEOID HEIGHT    -        -24.193 (meters)                     GEOID18
 ML0388  DYNAMIC HEIGHT  -        646.899 (meters)     2122.37  (feet) COMP
 ML0388  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 ML0388
 ML0388  VERT ORDER      -  SECOND    CLASS 0
 ML0388
 ML0388.The horizontal coordinates were scaled from a map and have
 ML0388.an estimated accuracy of +/- 6 seconds.
 ML0388
 ML0388.The orthometric height was determined by differential leveling and
 ML0388.adjusted by the NATIONAL GEODETIC SURVEY
 ML0388.in June 1991.
 ML0388
 ML0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0388.GEOID18 height accuracy estimate available here.
 ML0388
 ML0388.Click photographs - Photos may exist for this station.
 ML0388
 ML0388.The dynamic height is computed by dividing the NAVD 88
 ML0388.geopotential number by the normal gravity value computed on the
 ML0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0388.degrees latitude (g = 980.6199 gals.).
 ML0388
 ML0388.The modeled gravity was interpolated from observed gravity values.
 ML0388
 ML0388;                    North         East    Units  Estimated Accuracy
 ML0388;SPC NE       -   138,620.      593,860.      MT  (+/- 180 meters Scaled)
 ML0388
 ML0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL098472(NAD 83)
 ML0388
 ML0388                          SUPERSEDED SURVEY CONTROL
 ML0388
 ML0388  NGVD 29 (??/??/92)  646.994  (m)         2122.68   (f) ADJ UNCH    2 0
 ML0388
 ML0388.Superseded values are not recommended for survey control.
 ML0388
 ML0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0388.See file dsdata.pdf to determine how the superseded data were derived.
 ML0388
 ML0388_MARKER: DB = BENCH MARK DISK
 ML0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0388_STAMPING: U 306 1950
 ML0388_MARK LOGO: CGS
 ML0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0388+STABILITY: SURFACE MOTION
 ML0388
 ML0388  HISTORY     - Date     Condition        Report By
 ML0388  HISTORY     - 1950     MONUMENTED       CGS
 ML0388  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0388
 ML0388                          STATION DESCRIPTION
 ML0388
 ML0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0388'5 MI N FROM RAVENNA.
 ML0388'4.95 MILES NORTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 ML0388'RAVENNA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 44 FEET
 ML0388'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 253 FEET WEST OF THE
 ML0388'CENTER LINE OF A NORTH AND SOUTH ROAD, 28 FEET NORTH OF THE
 ML0388'CENTER LINE OF A ROAD LEADING EAST, 4 FEET NORTHEAST OF A
 ML0388'TELEPHONE POLE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 ML0388'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0388'THIS MARK IS 0.5 MILE SOUTH OF BENCH MARK C 290.
 ML0388
 ML0388                          STATION RECOVERY (1995)
 ML0388
 ML0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0388'SEARCHED FOR COULD NOT LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1608 ***********************************************************************
 MK1608  DESIGNATION -  U 307
 MK1608  PID         -  MK1608
 MK1608  STATE/COUNTY-  NE/NANCE
 MK1608  COUNTRY     -  US
 MK1608  USGS QUAD   -  FULLERTON (2017)
 MK1608
 MK1608                         *CURRENT SURVEY CONTROL
 MK1608  ______________________________________________________________________
 MK1608* NAD 83(1986) POSITION- 41 21 04.07   (N) 097 55 36.22   (W)   HD_HELD1
 MK1608* NAVD 88 ORTHO HEIGHT -   495.982 (meters)     1627.23  (feet) ADJUSTED
 MK1608  ______________________________________________________________________
 MK1608  GEOID HEIGHT    -        -24.943 (meters)                     GEOID18
 MK1608  DYNAMIC HEIGHT  -        495.754 (meters)     1626.49  (feet) COMP
 MK1608  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 MK1608
 MK1608  VERT ORDER      -  SECOND    CLASS 0
 MK1608
 MK1608.The horizontal coordinates were determined by differentially corrected
 MK1608.hand held GPS observations or other comparable positioning techniques
 MK1608.and have an estimated accuracy of +/- 3 meters.
 MK1608
 MK1608.The orthometric height was determined by differential leveling and
 MK1608.adjusted by the NATIONAL GEODETIC SURVEY
 MK1608.in June 1991.
 MK1608
 MK1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1608.GEOID18 height accuracy estimate available here.
 MK1608
 MK1608.Click photographs - Photos may exist for this station.
 MK1608
 MK1608.The dynamic height is computed by dividing the NAVD 88
 MK1608.geopotential number by the normal gravity value computed on the
 MK1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1608.degrees latitude (g = 980.6199 gals.).
 MK1608
 MK1608.The modeled gravity was interpolated from observed gravity values.
 MK1608
 MK1608;                    North         East    Units  Estimated Accuracy
 MK1608;SPC NE       -   170,593.5     673,430.9     MT  (+/- 3 meters HH1 GPS) 
 MK1608
 MK1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8978378292(NAD 83)
 MK1608
 MK1608                          SUPERSEDED SURVEY CONTROL
 MK1608
 MK1608  NGVD 29 (??/??/92)  495.766  (m)         1626.53   (f) ADJ UNCH    2 0
 MK1608
 MK1608.Superseded values are not recommended for survey control.
 MK1608
 MK1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1608.See file dsdata.pdf to determine how the superseded data were derived.
 MK1608
 MK1608_MARKER: DB = BENCH MARK DISK
 MK1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1608_STAMPING: U 307 1950
 MK1608_MARK LOGO: CGS
 MK1608_PROJECTION: PROJECTING 8 CENTIMETERS
 MK1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1608+STABILITY: SURFACE MOTION
 MK1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1608+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2022
 MK1608
 MK1608  HISTORY     - Date     Condition        Report By
 MK1608  HISTORY     - 1950     MONUMENTED       CGS
 MK1608  HISTORY     - 20100512 GOOD             INDIV
 MK1608  HISTORY     - 20221205 GOOD             NEPPD
 MK1608
 MK1608                          STATION DESCRIPTION
 MK1608
 MK1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1608'4.4 MI E FROM FULLERTON.
 MK1608'1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1608'FULLERTON, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1608'0.5 MILE NORTH ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION,
 MK1608'106 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 39 FEET
 MK1608'EAST OF THE CENTER LINE OF A SAND ROAD LEADING NORTH TO THE
 MK1608'FLIGHT AIRPORT, 34 FEET NORTH OF THE CENTER LINE OF A SHORT
 MK1608'EAST AND WEST SAND ROAD, 4.5 FEET SOUTHWEST OF A TELEPHONE
 MK1608'POLE, 2.5 FEET SOUTHEAST OF A FENCE CORNER, 1.3 FEET SOUTH OF
 MK1608'A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1608'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1608
 MK1608                          STATION RECOVERY (2010)
 MK1608
 MK1608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1608'RECOVERED IN GOOD CONDITION.
 MK1608
 MK1608                          STATION RECOVERY (2022)
 MK1608
 MK1608'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1591 ***********************************************************************
 MK1591  DESIGNATION -  U 308
 MK1591  PID         -  MK1591
 MK1591  STATE/COUNTY-  NE/NANCE
 MK1591  COUNTRY     -  US
 MK1591  USGS QUAD   -  GENOA (2017)
 MK1591
 MK1591                         *CURRENT SURVEY CONTROL
 MK1591  ______________________________________________________________________
 MK1591* NAD 83(1986) POSITION- 41 28 14.     (N) 097 42 34.     (W)   SCALED
 MK1591* NAVD 88 ORTHO HEIGHT -   499.828 (meters)     1639.85  (feet) ADJUSTED
 MK1591  ______________________________________________________________________
 MK1591  GEOID HEIGHT    -        -25.071 (meters)                     GEOID18
 MK1591  DYNAMIC HEIGHT  -        499.596 (meters)     1639.09  (feet) COMP
 MK1591  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 MK1591
 MK1591  VERT ORDER      -  SECOND    CLASS 0
 MK1591
 MK1591.The horizontal coordinates were scaled from a map and have
 MK1591.an estimated accuracy of +/- 6 seconds.
 MK1591
 MK1591.The orthometric height was determined by differential leveling and
 MK1591.adjusted by the NATIONAL GEODETIC SURVEY
 MK1591.in June 1991.
 MK1591
 MK1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1591.GEOID18 height accuracy estimate available here.
 MK1591
 MK1591.Click photographs - Photos may exist for this station.
 MK1591
 MK1591.The dynamic height is computed by dividing the NAVD 88
 MK1591.geopotential number by the normal gravity value computed on the
 MK1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1591.degrees latitude (g = 980.6199 gals.).
 MK1591
 MK1591.The modeled gravity was interpolated from observed gravity values.
 MK1591
 MK1591;                    North         East    Units  Estimated Accuracy
 MK1591;SPC NE       -   184,310.      691,250.      MT  (+/- 180 meters Scaled)
 MK1591
 MK1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL077917(NAD 83)
 MK1591
 MK1591                          SUPERSEDED SURVEY CONTROL
 MK1591
 MK1591  NGVD 29 (??/??/92)  499.620  (m)         1639.17   (f) ADJ UNCH    2 0
 MK1591
 MK1591.Superseded values are not recommended for survey control.
 MK1591
 MK1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1591.See file dsdata.pdf to determine how the superseded data were derived.
 MK1591
 MK1591_MARKER: DB = BENCH MARK DISK
 MK1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1591_STAMPING: U 308 1950
 MK1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1591+STABILITY: SURFACE MOTION
 MK1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1591+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2008
 MK1591
 MK1591  HISTORY     - Date     Condition        Report By
 MK1591  HISTORY     - 1950     MONUMENTED       CGS
 MK1591  HISTORY     - 20080720 GOOD             NEDR
 MK1591  HISTORY     - 20100514 GOOD             INDIV
 MK1591
 MK1591                          STATION DESCRIPTION
 MK1591
 MK1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1591'2.2 MI NE FROM GENOA.
 MK1591'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1591'AT GENOA, ON THE SIDE OF A HILL WHICH SLOPES TO THE SOUTH, 73
 MK1591'FEET EAST OF A POWER POLE, 0.35 MILE EAST OF THE JUNCTION OF
 MK1591'STATE HIGHWAYS 22 AND 56, 61 FEET NORTH OF THE CENTER LINE OF
 MK1591'THE HIGHWAY, 13 FEET EAST OF THE CENTER OF A GATE, 5 FEET EAST OF
 MK1591'A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 MK1591'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1591'0.4 FOOT ABOVE THE GROUND.
 MK1591
 MK1591                          STATION RECOVERY (2008)
 MK1591
 MK1591'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2008 (DAK)
 MK1591'41 28'14.11''N    97 42'34.71''W   WGS84
 MK1591
 MK1591                          STATION RECOVERY (2010)
 MK1591
 MK1591'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK1591'REAL TIME NETWORK GPS OBSERVATION.
 MK1591'41 28'14.106''N     97 42'34.714''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1724 ***********************************************************************
 MK1724  DESIGNATION -  U 309
 MK1724  PID         -  MK1724
 MK1724  STATE/COUNTY-  NE/BOONE
 MK1724  COUNTRY     -  US
 MK1724  USGS QUAD   -  SAINT EDWARD (2017)
 MK1724
 MK1724                         *CURRENT SURVEY CONTROL
 MK1724  ______________________________________________________________________
 MK1724* NAD 83(1986) POSITION- 41 31 57.     (N) 097 50 31.     (W)   SCALED
 MK1724* NAVD 88 ORTHO HEIGHT -   511.142 (meters)     1676.97  (feet) ADJUSTED
 MK1724  ______________________________________________________________________
 MK1724  GEOID HEIGHT    -        -24.753 (meters)                     GEOID18
 MK1724  DYNAMIC HEIGHT  -        510.914 (meters)     1676.22  (feet) COMP
 MK1724  MODELED GRAVITY -    980,160.4   (mgal)                       NAVD 88
 MK1724
 MK1724  VERT ORDER      -  SECOND    CLASS 0
 MK1724
 MK1724.The horizontal coordinates were scaled from a map and have
 MK1724.an estimated accuracy of +/- 6 seconds.
 MK1724
 MK1724.The orthometric height was determined by differential leveling and
 MK1724.adjusted by the NATIONAL GEODETIC SURVEY
 MK1724.in June 1991.
 MK1724
 MK1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1724.GEOID18 height accuracy estimate available here.
 MK1724
 MK1724.Click photographs - Photos may exist for this station.
 MK1724
 MK1724.The dynamic height is computed by dividing the NAVD 88
 MK1724.geopotential number by the normal gravity value computed on the
 MK1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1724.degrees latitude (g = 980.6199 gals.).
 MK1724
 MK1724.The modeled gravity was interpolated from observed gravity values.
 MK1724
 MK1724;                    North         East    Units  Estimated Accuracy
 MK1724;SPC NE       -   190,900.      680,020.      MT  (+/- 180 meters Scaled)
 MK1724
 MK1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL966985(NAD 83)
 MK1724
 MK1724                          SUPERSEDED SURVEY CONTROL
 MK1724
 MK1724  NGVD 29 (??/??/92)  510.934  (m)         1676.29   (f) ADJ UNCH    2 0
 MK1724
 MK1724.Superseded values are not recommended for survey control.
 MK1724
 MK1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1724.See file dsdata.pdf to determine how the superseded data were derived.
 MK1724
 MK1724_MARKER: DB = BENCH MARK DISK
 MK1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1724_STAMPING: U 309 1950
 MK1724_MARK LOGO: CGS
 MK1724_PROJECTION: PROJECTING 12 CENTIMETERS
 MK1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1724+STABILITY: SURFACE MOTION
 MK1724
 MK1724  HISTORY     - Date     Condition        Report By
 MK1724  HISTORY     - 1950     MONUMENTED       CGS
 MK1724
 MK1724                          STATION DESCRIPTION
 MK1724
 MK1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1724'3 MI S FROM ST EDWARD.
 MK1724'3.0 MILES SOUTH ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1724'PACIFIC RAILROAD STATION AT ST. EDWARD, 0.3 MILE SOUTHWEST
 MK1724'OF THE UNION PACIFIC RAILROAD, 110 FEET NORTHWEST OF THE TOP OF
 MK1724'A HILL, 300 FEET EAST OF A FARMHOUSE WHICH IS ON THE SOUTHWEST
 MK1724'SIDE OF THE HIGHWAY, 22 FEET NORTHEAST OF THE CENTER LINE OF
 MK1724'THE HIGHWAY, 31 FEET NORTHWEST OF THE CENTER OF A WIRE GATE,
 MK1724'6 FEET NORTHWEST OF TELEPHONE POLE 370, 1 FOOT SOUTHWEST OF A
 MK1724'FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 MK1724'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0254 ***********************************************************************
 MM0254  DESIGNATION -  U 31
 MM0254  PID         -  MM0254
 MM0254  STATE/COUNTY-  NE/ARTHUR
 MM0254  COUNTRY     -  US
 MM0254  USGS QUAD   -  ARTHUR (2017)
 MM0254
 MM0254                         *CURRENT SURVEY CONTROL
 MM0254  ______________________________________________________________________
 MM0254* NAD 83(1986) POSITION- 41 36 44.     (N) 101 41 32.     (W)   SCALED
 MM0254* NAVD 88 ORTHO HEIGHT -  1137.491 (meters)     3731.92  (feet) ADJUSTED
 MM0254  ______________________________________________________________________
 MM0254  GEOID HEIGHT    -        -20.237 (meters)                     GEOID18
 MM0254  DYNAMIC HEIGHT  -       1136.800 (meters)     3729.65  (feet) COMP
 MM0254  MODELED GRAVITY -    979,976.8   (mgal)                       NAVD 88
 MM0254
 MM0254  VERT ORDER      -  SECOND    CLASS 0
 MM0254
 MM0254.The horizontal coordinates were scaled from a map and have
 MM0254.an estimated accuracy of +/- 6 seconds.
 MM0254
 MM0254.The orthometric height was determined by differential leveling and
 MM0254.adjusted by the NATIONAL GEODETIC SURVEY
 MM0254.in June 1991.
 MM0254
 MM0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0254.GEOID18 height accuracy estimate available here.
 MM0254
 MM0254.Click photographs - Photos may exist for this station.
 MM0254
 MM0254.The dynamic height is computed by dividing the NAVD 88
 MM0254.geopotential number by the normal gravity value computed on the
 MM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0254.degrees latitude (g = 980.6199 gals.).
 MM0254
 MM0254.The modeled gravity was interpolated from observed gravity values.
 MM0254
 MM0254;                    North         East    Units  Estimated Accuracy
 MM0254;SPC NE       -   198,880.      359,010.      MT  (+/- 180 meters Scaled)
 MM0254
 MM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM756102(NAD 83)
 MM0254
 MM0254                          SUPERSEDED SURVEY CONTROL
 MM0254
 MM0254  NGVD 29 (??/??/92) 1137.008  (m)         3730.33   (f) ADJ UNCH    2 0
 MM0254
 MM0254.Superseded values are not recommended for survey control.
 MM0254
 MM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0254.See file dsdata.pdf to determine how the superseded data were derived.
 MM0254
 MM0254_MARKER: DB = BENCH MARK DISK
 MM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0254_STAMPING: U 31 1934
 MM0254_MARK LOGO: CGS
 MM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0254+STABILITY: SURFACE MOTION
 MM0254
 MM0254  HISTORY     - Date     Condition        Report By
 MM0254  HISTORY     - 1934     MONUMENTED       CGS
 MM0254  HISTORY     - 1985     GOOD             NEDR
 MM0254
 MM0254                          STATION DESCRIPTION
 MM0254
 MM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0254'3.3 MI N FROM ARTHUR.
 MM0254'3.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0254'COUNTY, 300 YARDS SOUTHEAST OF A SMALL LAKE, AND 75 FEET EAST
 MM0254'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0254'U 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0254
 MM0254                          STATION RECOVERY (1985)
 MM0254
 MM0254'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MM0254'3.1 MILES NORTH FROM ARTHUR COUNTY COURT HOUSE AT MILE POST 127.4.
 MM0254'APPROXIMATELY 1/4 MILE EAST AND 350' NORTH OF SECTION CORNER. 436'
 MM0254'EAST OF HIGHWAY 61 AND 62' EAST OF A LARGE BLOWOUT IN A SUNKER AREA
 MM0254'ON TOP OF A HILL APPROXIMATELY 2' ABOVE GROUND. A STANDARD DISK
 MM0254'STAMPED 'U 31 1934' AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0539 ***********************************************************************
 ML0539  DESIGNATION -  U 310
 ML0539  PID         -  ML0539
 ML0539  STATE/COUNTY-  NE/WHEELER
 ML0539  COUNTRY     -  US
 ML0539  USGS QUAD   -  ERICSON (2017)
 ML0539
 ML0539                         *CURRENT SURVEY CONTROL
 ML0539  ______________________________________________________________________
 ML0539* NAD 83(1986) POSITION- 41 45 51.     (N) 098 38 54.     (W)   SCALED
 ML0539* NAVD 88 ORTHO HEIGHT -   616.260 (meters)     2021.85  (feet) ADJUSTED
 ML0539  ______________________________________________________________________
 ML0539  GEOID HEIGHT    -        -24.240 (meters)                     GEOID18
 ML0539  DYNAMIC HEIGHT  -        615.968 (meters)     2020.89  (feet) COMP
 ML0539  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 ML0539
 ML0539  VERT ORDER      -  SECOND    CLASS 0
 ML0539
 ML0539.The horizontal coordinates were scaled from a map and have
 ML0539.an estimated accuracy of +/- 6 seconds.
 ML0539
 ML0539.The orthometric height was determined by differential leveling and
 ML0539.adjusted by the NATIONAL GEODETIC SURVEY
 ML0539.in June 1991.
 ML0539
 ML0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0539.GEOID18 height accuracy estimate available here.
 ML0539
 ML0539.Click photographs - Photos may exist for this station.
 ML0539
 ML0539.The dynamic height is computed by dividing the NAVD 88
 ML0539.geopotential number by the normal gravity value computed on the
 ML0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0539.degrees latitude (g = 980.6199 gals.).
 ML0539
 ML0539.The modeled gravity was interpolated from observed gravity values.
 ML0539
 ML0539;                    North         East    Units  Estimated Accuracy
 ML0539;SPC NE       -   215,250.      612,360.      MT  (+/- 180 meters Scaled)
 ML0539
 ML0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM292236(NAD 83)
 ML0539
 ML0539                          SUPERSEDED SURVEY CONTROL
 ML0539
 ML0539  NGVD 29 (??/??/92)  616.016  (m)         2021.05   (f) ADJ UNCH    2 0
 ML0539
 ML0539.Superseded values are not recommended for survey control.
 ML0539
 ML0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0539.See file dsdata.pdf to determine how the superseded data were derived.
 ML0539
 ML0539_MARKER: DB = BENCH MARK DISK
 ML0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0539_STAMPING: U 310 1950
 ML0539_MARK LOGO: CGS
 ML0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0539+STABILITY: SURFACE MOTION
 ML0539
 ML0539  HISTORY     - Date     Condition        Report By
 ML0539  HISTORY     - 1950     MONUMENTED       CGS
 ML0539
 ML0539                          STATION DESCRIPTION
 ML0539
 ML0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0539'2.1 MI SE FROM ERICSON.
 ML0539'2.1 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0539'BANK AT ERICSON, BETWEEN TWO GATES, 46 FEET NORTHEAST OF THE
 ML0539'CENTER LINE OF THE ROAD, 10 FEET NORTH OF THE CENTER OF A GATE,
 ML0539'10 FEET SOUTHEAST OF THE CENTER OF ANOTHER GATE, 2 FEET WEST
 ML0539'OF A FENCE CORNER, 1.3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 ML0539'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0539'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0109 ***********************************************************************
 ML0109  DESIGNATION -  U 312
 ML0109  PID         -  ML0109
 ML0109  STATE/COUNTY-  NE/BOONE
 ML0109  COUNTRY     -  US
 ML0109  USGS QUAD   -  PETERSBURG (2017)
 ML0109
 ML0109                         *CURRENT SURVEY CONTROL
 ML0109  ______________________________________________________________________
 ML0109* NAD 83(1986) POSITION- 41 46 15.     (N) 098 06 50.     (W)   SCALED
 ML0109* NAVD 88 ORTHO HEIGHT -   595.060 (meters)     1952.29  (feet) ADJUSTED
 ML0109  ______________________________________________________________________
 ML0109  GEOID HEIGHT    -        -24.445 (meters)                     GEOID18
 ML0109  DYNAMIC HEIGHT  -        594.794 (meters)     1951.42  (feet) COMP
 ML0109  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 ML0109
 ML0109  VERT ORDER      -  SECOND    CLASS 0
 ML0109
 ML0109.The horizontal coordinates were scaled from a map and have
 ML0109.an estimated accuracy of +/- 6 seconds.
 ML0109
 ML0109.The orthometric height was determined by differential leveling and
 ML0109.adjusted by the NATIONAL GEODETIC SURVEY
 ML0109.in June 1991.
 ML0109
 ML0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0109.GEOID18 height accuracy estimate available here.
 ML0109
 ML0109.Click photographs - Photos may exist for this station.
 ML0109
 ML0109.The dynamic height is computed by dividing the NAVD 88
 ML0109.geopotential number by the normal gravity value computed on the
 ML0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0109.degrees latitude (g = 980.6199 gals.).
 ML0109
 ML0109.The modeled gravity was interpolated from observed gravity values.
 ML0109
 ML0109;                    North         East    Units  Estimated Accuracy
 ML0109;SPC NE       -   216,820.      656,760.      MT  (+/- 180 meters Scaled)
 ML0109
 ML0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM736247(NAD 83)
 ML0109
 ML0109                          SUPERSEDED SURVEY CONTROL
 ML0109
 ML0109  NGVD 29 (??/??/92)  594.827  (m)         1951.53   (f) ADJ UNCH    2 0
 ML0109
 ML0109.Superseded values are not recommended for survey control.
 ML0109
 ML0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0109.See file dsdata.pdf to determine how the superseded data were derived.
 ML0109
 ML0109_MARKER: DB = BENCH MARK DISK
 ML0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0109_STAMPING: U 312 1950
 ML0109_MARK LOGO: CGS
 ML0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0109+STABILITY: SURFACE MOTION
 ML0109
 ML0109  HISTORY     - Date     Condition        Report By
 ML0109  HISTORY     - 1950     MONUMENTED       CGS
 ML0109  HISTORY     - 1981     POOR             LOCSUR
 ML0109
 ML0109                          STATION DESCRIPTION
 ML0109
 ML0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0109'2.2 MI W FROM LORETTO.
 ML0109'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0109'LORETTO, THENCE 0.95 MILE WEST ALONG A SAND ROAD, AT THE TOP OF A
 ML0109'HILL, 86 FEET WEST OF A FENCE CORNER, 33 FEET SOUTH OF THE
 ML0109'CENTER LINE OF THE ROAD, AT THE EAST END OF AN EAST AND WEST
 ML0109'WINDBREAK WHICH IS ON THE SOUTH SIDE OF THE ROAD, 1 FOOT SOUTH
 ML0109'OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0109'CONCRETE POST PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
 ML0109
 ML0109                          STATION RECOVERY (1981)
 ML0109
 ML0109'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 ML0109'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1316 ***********************************************************************
 NM1316  DESIGNATION -  U 313
 NM1316  PID         -  NM1316
 NM1316  STATE/COUNTY-  NE/ANTELOPE
 NM1316  COUNTRY     -  US
 NM1316  USGS QUAD   -  OAKDALE (2017)
 NM1316
 NM1316                         *CURRENT SURVEY CONTROL
 NM1316  ______________________________________________________________________
 NM1316* NAD 83(1986) POSITION- 42 04 05.     (N) 097 56 38.     (W)   SCALED
 NM1316* NAVD 88 ORTHO HEIGHT -   518.835 (meters)     1702.21  (feet) ADJUSTED
 NM1316  ______________________________________________________________________
 NM1316  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 NM1316  DYNAMIC HEIGHT  -        518.628 (meters)     1701.53  (feet) COMP
 NM1316  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 NM1316
 NM1316  VERT ORDER      -  SECOND    CLASS 0
 NM1316
 NM1316.The horizontal coordinates were scaled from a map and have
 NM1316.an estimated accuracy of +/- 6 seconds.
 NM1316
 NM1316.The orthometric height was determined by differential leveling and
 NM1316.adjusted by the NATIONAL GEODETIC SURVEY
 NM1316.in June 1991.
 NM1316
 NM1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1316.GEOID18 height accuracy estimate available here.
 NM1316
 NM1316.Click photographs - Photos may exist for this station.
 NM1316
 NM1316.The dynamic height is computed by dividing the NAVD 88
 NM1316.geopotential number by the normal gravity value computed on the
 NM1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1316.degrees latitude (g = 980.6199 gals.).
 NM1316
 NM1316.The modeled gravity was interpolated from observed gravity values.
 NM1316
 NM1316;                    North         East    Units  Estimated Accuracy
 NM1316;SPC NE       -   250,140.      670,100.      MT  (+/- 180 meters Scaled)
 NM1316
 NM1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM873578(NAD 83)
 NM1316
 NM1316                          SUPERSEDED SURVEY CONTROL
 NM1316
 NM1316  NGVD 29 (??/??/92)  518.630  (m)         1701.54   (f) ADJ UNCH    2 0
 NM1316
 NM1316.Superseded values are not recommended for survey control.
 NM1316
 NM1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1316.See file dsdata.pdf to determine how the superseded data were derived.
 NM1316
 NM1316_MARKER: DB = BENCH MARK DISK
 NM1316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1316_SP_SET: CULVERT HEADWALL
 NM1316_STAMPING: U 313 1950
 NM1316_MARK LOGO: CGS
 NM1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1316+STABILITY: SURFACE MOTION
 NM1316
 NM1316  HISTORY     - Date     Condition        Report By
 NM1316  HISTORY     - 1950     MONUMENTED       CGS
 NM1316  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 NM1316
 NM1316                          STATION DESCRIPTION
 NM1316
 NM1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1316'1 MI SE FROM OAKDALE.
 NM1316'1.05 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1316'FROM THE STATION AT OAKDALE, 7 RAILS EAST OF THE STATION SIGN,
 NM1316'67.3 FEET SOUTH OF THE SOUTH RAIL, 11 FEET NORTH OF THE CENTER
 NM1316'LINE OF THE OLD HIGHWAY, 110 FEET SOUTH OF THE CENTER LINE OF THE
 NM1316'NEW HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL
 NM1316'OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
 NM1316
 NM1316                          STATION RECOVERY (1981)
 NM1316
 NM1316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0980 ***********************************************************************
 ML0980  DESIGNATION -  U 314
 ML0980  PID         -  ML0980
 ML0980  STATE/COUNTY-  NE/BLAINE
 ML0980  COUNTRY     -  US
 ML0980  USGS QUAD   -  BREWSTER SE (2017)
 ML0980
 ML0980                         *CURRENT SURVEY CONTROL
 ML0980  ______________________________________________________________________
 ML0980* NAD 83(1986) POSITION- 41 51 22.     (N) 099 47 38.     (W)   SCALED
 ML0980* NAVD 88 ORTHO HEIGHT -   786.163 (meters)     2579.27  (feet) ADJUSTED
 ML0980  ______________________________________________________________________
 ML0980  GEOID HEIGHT    -        -22.476 (meters)                     GEOID18
 ML0980  DYNAMIC HEIGHT  -        785.778 (meters)     2578.01  (feet) COMP
 ML0980  MODELED GRAVITY -    980,106.9   (mgal)                       NAVD 88
 ML0980
 ML0980  VERT ORDER      -  SECOND    CLASS 0
 ML0980
 ML0980.The horizontal coordinates were scaled from a map and have
 ML0980.an estimated accuracy of +/- 6 seconds.
 ML0980
 ML0980.The orthometric height was determined by differential leveling and
 ML0980.adjusted by the NATIONAL GEODETIC SURVEY
 ML0980.in June 1991.
 ML0980
 ML0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0980.GEOID18 height accuracy estimate available here.
 ML0980
 ML0980.Click photographs - Photos may exist for this station.
 ML0980
 ML0980.The dynamic height is computed by dividing the NAVD 88
 ML0980.geopotential number by the normal gravity value computed on the
 ML0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0980.degrees latitude (g = 980.6199 gals.).
 ML0980
 ML0980.The modeled gravity was interpolated from observed gravity values.
 ML0980
 ML0980;                    North         East    Units  Estimated Accuracy
 ML0980;SPC NE       -   224,600.      517,110.      MT  (+/- 180 meters Scaled)
 ML0980
 ML0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM341341(NAD 83)
 ML0980
 ML0980                          SUPERSEDED SURVEY CONTROL
 ML0980
 ML0980  NGVD 29 (??/??/92)  785.883  (m)         2578.35   (f) ADJ UNCH    2 0
 ML0980
 ML0980.Superseded values are not recommended for survey control.
 ML0980
 ML0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0980.See file dsdata.pdf to determine how the superseded data were derived.
 ML0980
 ML0980_MARKER: DB = BENCH MARK DISK
 ML0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0980_STAMPING: U 314 1950
 ML0980_MARK LOGO: CGS
 ML0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0980+STABILITY: SURFACE MOTION
 ML0980
 ML0980  HISTORY     - Date     Condition        Report By
 ML0980  HISTORY     - 1950     MONUMENTED       CGS
 ML0980
 ML0980                          STATION DESCRIPTION
 ML0980
 ML0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0980'15.7 MI NW FROM MILBURN.
 ML0980'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MILBURN,
 ML0980'THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0980'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE 2.5
 ML0980'MILES EAST ALONG A SAND ROAD, ON THE SIDE OF A HILL, 49 FEET
 ML0980'SOUTH OF THE CENTER LINE OF THE ROAD, 3.1 FEET NORTHWEST OF A
 ML0980'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS
 ML0980'POST, 16 FEET WEST OF THE CENTER OF A GATE, SET IN THE TOP OF
 ML0980'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0818 ***********************************************************************
 ML0818  DESIGNATION -  U 315 RESET
 ML0818  PID         -  ML0818
 ML0818  STATE/COUNTY-  NE/DAWSON
 ML0818  COUNTRY     -  US
 ML0818  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0818
 ML0818                         *CURRENT SURVEY CONTROL
 ML0818  ______________________________________________________________________
 ML0818* NAD 83(1986) POSITION- 41 00 10.     (N) 099 37 31.     (W)   SCALED
 ML0818* NAVD 88 ORTHO HEIGHT -   743.00  (meters)     2437.7   (feet) RESET
 ML0818  ______________________________________________________________________
 ML0818  GEOID HEIGHT    -        -23.516 (meters)                     GEOID18
 ML0818  VERT ORDER      -  THIRD
 ML0818
 ML0818.The horizontal coordinates were scaled from a map and have
 ML0818.an estimated accuracy of +/- 6 seconds.
 ML0818
 ML0818.The orthometric height was computed from unverified reset data.
 ML0818
 ML0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0818.GEOID18 height accuracy estimate available here.
 ML0818
 ML0818.Click photographs - Photos may exist for this station.
 ML0818
 ML0818;                    North         East    Units  Estimated Accuracy
 ML0818;SPC NE       -   129,910.      531,520.      MT  (+/- 180 meters Scaled)
 ML0818
 ML0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML474392(NAD 83)
 ML0818
 ML0818                          SUPERSEDED SURVEY CONTROL
 ML0818
 ML0818.No superseded survey control is available for this station.
 ML0818
 ML0818_MARKER: DB = BENCH MARK DISK
 ML0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0818_STAMPING: U 315 RESET 1969
 ML0818_MARK LOGO: CGS
 ML0818_PROJECTION: FLUSH
 ML0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0818+STABILITY: SURFACE MOTION
 ML0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0818+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 ML0818
 ML0818  HISTORY     - Date     Condition        Report By
 ML0818  HISTORY     - 1969     MONUMENTED       LOCENG
 ML0818  HISTORY     - 20120607 GOOD             NEDR
 ML0818
 ML0818                          STATION DESCRIPTION
 ML0818
 ML0818'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 ML0818'0.5 MI S FROM EDDYVILLE.
 ML0818'0.5 MILE SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 ML0818'EDDYVILLE, 142 YARDS NORTH OF THE EXTENDED CENTER LINE OF A
 ML0818'GRAVEL ROAD LEADING WEST, 60 FEET EAST OF THE CENTER LINE OF
 ML0818'THE HIGHWAY NEAR A CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT SOUTH
 ML0818'OF A WHITE REFERENCE POST AND SET IN THE TOP OF A CONCRETE
 ML0818'POST FLUSH WITH THE GROUND.
 ML0818
 ML0818                          STATION RECOVERY (2012)
 ML0818
 ML0818'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0841 ***********************************************************************
 ML0841  DESIGNATION -  U 316
 ML0841  PID         -  ML0841
 ML0841  STATE/COUNTY-  NE/CUSTER
 ML0841  COUNTRY     -  US
 ML0841  USGS QUAD   -  OCONTO (2017)
 ML0841
 ML0841                         *CURRENT SURVEY CONTROL
 ML0841  ______________________________________________________________________
 ML0841* NAD 83(1986) POSITION- 41 07 47.     (N) 099 45 01.     (W)   SCALED
 ML0841* NAVD 88 ORTHO HEIGHT -   782.409 (meters)     2566.95  (feet) ADJUSTED
 ML0841  ______________________________________________________________________
 ML0841  GEOID HEIGHT    -        -23.150 (meters)                     GEOID18
 ML0841  DYNAMIC HEIGHT  -        781.970 (meters)     2565.51  (feet) COMP
 ML0841  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 ML0841
 ML0841  VERT ORDER      -  SECOND    CLASS 0
 ML0841
 ML0841.The horizontal coordinates were scaled from a map and have
 ML0841.an estimated accuracy of +/- 6 seconds.
 ML0841
 ML0841.The orthometric height was determined by differential leveling and
 ML0841.adjusted by the NATIONAL GEODETIC SURVEY
 ML0841.in June 1991.
 ML0841
 ML0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0841.GEOID18 height accuracy estimate available here.
 ML0841
 ML0841.Click photographs - Photos may exist for this station.
 ML0841
 ML0841.The dynamic height is computed by dividing the NAVD 88
 ML0841.geopotential number by the normal gravity value computed on the
 ML0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0841.degrees latitude (g = 980.6199 gals.).
 ML0841
 ML0841.The modeled gravity was interpolated from observed gravity values.
 ML0841
 ML0841;                    North         East    Units  Estimated Accuracy
 ML0841;SPC NE       -   143,960.      520,960.      MT  (+/- 180 meters Scaled)
 ML0841
 ML0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML370534(NAD 83)
 ML0841
 ML0841                          SUPERSEDED SURVEY CONTROL
 ML0841
 ML0841  NGVD 29 (??/??/92)  782.129  (m)         2566.03   (f) ADJ UNCH    2 0
 ML0841
 ML0841.Superseded values are not recommended for survey control.
 ML0841
 ML0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0841.See file dsdata.pdf to determine how the superseded data were derived.
 ML0841
 ML0841_MARKER: DB = BENCH MARK DISK
 ML0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0841_STAMPING: U 316 1950
 ML0841_MARK LOGO: CGS
 ML0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0841+STABILITY: SURFACE MOTION
 ML0841
 ML0841  HISTORY     - Date     Condition        Report By
 ML0841  HISTORY     - 1950     MONUMENTED       CGS
 ML0841
 ML0841                          STATION DESCRIPTION
 ML0841
 ML0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0841'1 MI SE FROM OCONTO.
 ML0841'1.0 MILE SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0841'THE UNION PACIFIC RAILROAD STATION AT OCONTO, 36 FEET SOUTHWEST
 ML0841'OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 40, 12 FEET
 ML0841'NORTHWEST OF A SECTION LNE FENCE CORNER POST, 1.7 FEET NORTHEAST
 ML0841'OF THE ROAD RIGHT OF WAY FENCE, 1.4 FEET SOUTHEAST OF A REFERENCE
 ML0841'POST, AND SET IN THE TOP OF A 5.6 FOOT CONCRETE POST PROJECTING
 ML0841'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0842 ***********************************************************************
 ML0842  DESIGNATION -  U 316 RESET
 ML0842  PID         -  ML0842
 ML0842  STATE/COUNTY-  NE/CUSTER
 ML0842  COUNTRY     -  US
 ML0842  USGS QUAD   -  OCONTO (2017)
 ML0842
 ML0842                         *CURRENT SURVEY CONTROL
 ML0842  ______________________________________________________________________
 ML0842* NAD 83(1986) POSITION- 41 07 47.     (N) 099 45 01.     (W)   SCALED
 ML0842* NAVD 88 ORTHO HEIGHT -   782.11  (meters)     2566.0   (feet) RESET
 ML0842  ______________________________________________________________________
 ML0842  GEOID HEIGHT    -        -23.150 (meters)                     GEOID18
 ML0842  VERT ORDER      -  THIRD
 ML0842
 ML0842.The horizontal coordinates were scaled from a map and have
 ML0842.an estimated accuracy of +/- 6 seconds.
 ML0842
 ML0842.The orthometric height was computed from unverified reset data.
 ML0842
 ML0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0842.GEOID18 height accuracy estimate available here.
 ML0842
 ML0842.Click photographs - Photos may exist for this station.
 ML0842
 ML0842;                    North         East    Units  Estimated Accuracy
 ML0842;SPC NE       -   143,960.      520,960.      MT  (+/- 180 meters Scaled)
 ML0842
 ML0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML370534(NAD 83)
 ML0842
 ML0842                          SUPERSEDED SURVEY CONTROL
 ML0842
 ML0842.No superseded survey control is available for this station.
 ML0842
 ML0842_MARKER: DB = BENCH MARK DISK
 ML0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0842_STAMPING: U 316 RESET 1969
 ML0842_MARK LOGO: CGS
 ML0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0842+STABILITY: SURFACE MOTION
 ML0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0842+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 ML0842
 ML0842  HISTORY     - Date     Condition        Report By
 ML0842  HISTORY     - 1969     MONUMENTED       LOCENG
 ML0842  HISTORY     - 20120607 GOOD             NEDR
 ML0842  HISTORY     - 20161107 GOOD             NEGS
 ML0842
 ML0842                          STATION DESCRIPTION
 ML0842
 ML0842'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 ML0842'0.7 MI SE FROM OCONTO.
 ML0842'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 ML0842'OF STATE HIGHWAYS 40 AND 21 NEAR OCONTO, 60 FEET NORTHEAST OF
 ML0842'THE CENTER LINE OF THE HIGHWAY, 1 FOOT FROM A WHITE REFERENCE
 ML0842'POST AND BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
 ML0842
 ML0842                          STATION RECOVERY (2012)
 ML0842
 ML0842'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 ML0842'RECOVERED IN GOOD CONDITION.
 ML0842
 ML0842                          STATION RECOVERY (2016)
 ML0842
 ML0842'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 ML0842'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0797 ***********************************************************************
 ML0797  DESIGNATION -  U 317
 ML0797  PID         -  ML0797
 ML0797  STATE/COUNTY-  NE/CUSTER
 ML0797  COUNTRY     -  US
 ML0797  USGS QUAD   -  CALLAWAY (2017)
 ML0797
 ML0797                         *CURRENT SURVEY CONTROL
 ML0797  ______________________________________________________________________
 ML0797* NAD 83(1986) POSITION- 41 18 11.     (N) 099 55 52.     (W)   SCALED
 ML0797* NAVD 88 ORTHO HEIGHT -   774.715 (meters)     2541.71  (feet) ADJUSTED
 ML0797  ______________________________________________________________________
 ML0797  GEOID HEIGHT    -        -22.532 (meters)                     GEOID18
 ML0797  DYNAMIC HEIGHT  -        774.295 (meters)     2540.33  (feet) COMP
 ML0797  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 ML0797
 ML0797  VERT ORDER      -  SECOND    CLASS 0
 ML0797
 ML0797.The horizontal coordinates were scaled from a map and have
 ML0797.an estimated accuracy of +/- 6 seconds.
 ML0797
 ML0797.The orthometric height was determined by differential leveling and
 ML0797.adjusted by the NATIONAL GEODETIC SURVEY
 ML0797.in June 1991.
 ML0797
 ML0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0797.GEOID18 height accuracy estimate available here.
 ML0797
 ML0797.Click photographs - Photos may exist for this station.
 ML0797
 ML0797.The dynamic height is computed by dividing the NAVD 88
 ML0797.geopotential number by the normal gravity value computed on the
 ML0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0797.degrees latitude (g = 980.6199 gals.).
 ML0797
 ML0797.The modeled gravity was interpolated from observed gravity values.
 ML0797
 ML0797;                    North         East    Units  Estimated Accuracy
 ML0797;SPC NE       -   163,180.      505,770.      MT  (+/- 180 meters Scaled)
 ML0797
 ML0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML220728(NAD 83)
 ML0797
 ML0797                          SUPERSEDED SURVEY CONTROL
 ML0797
 ML0797  NGVD 29 (??/??/92)  774.465  (m)         2540.89   (f) ADJ UNCH    2 0
 ML0797
 ML0797.Superseded values are not recommended for survey control.
 ML0797
 ML0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0797.See file dsdata.pdf to determine how the superseded data were derived.
 ML0797
 ML0797_MARKER: DB = BENCH MARK DISK
 ML0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0797_SP_SET: BRIDGE
 ML0797_STAMPING: U 317 1950
 ML0797_MARK LOGO: CGS
 ML0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0797
 ML0797  HISTORY     - Date     Condition        Report By
 ML0797  HISTORY     - 1950     MONUMENTED       CGS
 ML0797  HISTORY     - 1984     GOOD             LOCSUR
 ML0797
 ML0797                          STATION DESCRIPTION
 ML0797
 ML0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0797'1.2 MI NW FROM CALLAWAY.
 ML0797'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0797'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 0.85 MILE NORTH
 ML0797'ALONG A GRAVELED ROAD, SET IN THE NORTHEAST END OF THE SOUTHWEST
 ML0797'WINGWALL OF A STEEL AND CONCRETE BRIDGE OVER THE SOUTH LOUP
 ML0797'RIVER, 9.0 FEET WEST OF THE CENTER LINE OF THE BRIDGE, 2.0 FEET
 ML0797'WEST OF THE STEEL RAILING OF THE BRIDGE.
 ML0797
 ML0797                          STATION RECOVERY (1984)
 ML0797
 ML0797'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0797'TRAVELING FROM THE POST OFFICE IN CALLAWAY, 0.3 MILES WEST ALONG A
 ML0797'PAVED STREET, THENCE NORTHERLY ALONG A GRAVELED ROAD 0.85 MILES TO
 ML0797'MARK, SET IN THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF A
 ML0797'CONCRETE AND STEEL BRIDGE OVER THE SOUTH LOUP RIVER, PLACED A WITNESS
 ML0797'POST AT MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0902 ***********************************************************************
 ML0902  DESIGNATION -  U 318
 ML0902  PID         -  ML0902
 ML0902  STATE/COUNTY-  NE/CUSTER
 ML0902  COUNTRY     -  US
 ML0902  USGS QUAD   -  MILBURN (2017)
 ML0902
 ML0902                         *CURRENT SURVEY CONTROL
 ML0902  ______________________________________________________________________
 ML0902* NAD 83(1986) POSITION- 41 39 17.     (N) 099 38 09.     (W)   SCALED
 ML0902* NAVD 88 ORTHO HEIGHT -   739.085 (meters)     2424.81  (feet) ADJUSTED
 ML0902  ______________________________________________________________________
 ML0902  GEOID HEIGHT    -        -22.788 (meters)                     GEOID18
 ML0902  DYNAMIC HEIGHT  -        738.704 (meters)     2423.56  (feet) COMP
 ML0902  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 ML0902
 ML0902  VERT ORDER      -  SECOND    CLASS 0
 ML0902
 ML0902.The horizontal coordinates were scaled from a map and have
 ML0902.an estimated accuracy of +/- 6 seconds.
 ML0902
 ML0902.The orthometric height was determined by differential leveling and
 ML0902.adjusted by the NATIONAL GEODETIC SURVEY
 ML0902.in June 1991.
 ML0902
 ML0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0902.GEOID18 height accuracy estimate available here.
 ML0902
 ML0902.Click photographs - Photos may exist for this station.
 ML0902
 ML0902.The dynamic height is computed by dividing the NAVD 88
 ML0902.geopotential number by the normal gravity value computed on the
 ML0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0902.degrees latitude (g = 980.6199 gals.).
 ML0902
 ML0902.The modeled gravity was interpolated from observed gravity values.
 ML0902
 ML0902;                    North         East    Units  Estimated Accuracy
 ML0902;SPC NE       -   202,280.      530,320.      MT  (+/- 180 meters Scaled)
 ML0902
 ML0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM470116(NAD 83)
 ML0902
 ML0902                          SUPERSEDED SURVEY CONTROL
 ML0902
 ML0902  NGVD 29 (??/??/92)  738.806  (m)         2423.90   (f) ADJ UNCH    2 0
 ML0902
 ML0902.Superseded values are not recommended for survey control.
 ML0902
 ML0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0902.See file dsdata.pdf to determine how the superseded data were derived.
 ML0902
 ML0902_MARKER: DB = BENCH MARK DISK
 ML0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0902_STAMPING: U 318 1950
 ML0902_MARK LOGO: CGS
 ML0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0902+STABILITY: SURFACE MOTION
 ML0902
 ML0902  HISTORY     - Date     Condition        Report By
 ML0902  HISTORY     - 1950     MONUMENTED       CGS
 ML0902  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0902  HISTORY     - 1984     MARK NOT FOUND   NGS
 ML0902
 ML0902                          STATION DESCRIPTION
 ML0902
 ML0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0902'1 MI N FROM GATES.
 ML0902'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT GATES,
 ML0902'AT A ROAD JUNCTION, 44 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0902'AND SOUTH ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 ML0902'LEADING WEST, 7 FEET WEST OF A FENCE, 7 FEET SOUTH OF A FENCE,
 ML0902'1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0902'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0902
 ML0902                          STATION RECOVERY (1984)
 ML0902
 ML0902'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0902'MARK NOT FOUND.
 ML0902
 ML0902                          STATION RECOVERY (1984)
 ML0902
 ML0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0902'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0962 ***********************************************************************
 ML0962  DESIGNATION -  U 319
 ML0962  PID         -  ML0962
 ML0962  STATE/COUNTY-  NE/CUSTER
 ML0962  COUNTRY     -  US
 ML0962  USGS QUAD   -  ANSELMO NE (2017)
 ML0962
 ML0962                         *CURRENT SURVEY CONTROL
 ML0962  ______________________________________________________________________
 ML0962* NAD 83(1986) POSITION- 41 37 46.     (N) 099 51 53.     (W)   SCALED
 ML0962* NAVD 88 ORTHO HEIGHT -   793.794 (meters)     2604.31  (feet) ADJUSTED
 ML0962  ______________________________________________________________________
 ML0962  GEOID HEIGHT    -        -22.383 (meters)                     GEOID18
 ML0962  DYNAMIC HEIGHT  -        793.386 (meters)     2602.97  (feet) COMP
 ML0962  MODELED GRAVITY -    980,082.9   (mgal)                       NAVD 88
 ML0962
 ML0962  VERT ORDER      -  SECOND    CLASS 0
 ML0962
 ML0962.The horizontal coordinates were scaled from a map and have
 ML0962.an estimated accuracy of +/- 6 seconds.
 ML0962
 ML0962.The orthometric height was determined by differential leveling and
 ML0962.adjusted by the NATIONAL GEODETIC SURVEY
 ML0962.in June 1991.
 ML0962
 ML0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0962.GEOID18 height accuracy estimate available here.
 ML0962
 ML0962.Click photographs - Photos may exist for this station.
 ML0962
 ML0962.The dynamic height is computed by dividing the NAVD 88
 ML0962.geopotential number by the normal gravity value computed on the
 ML0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0962.degrees latitude (g = 980.6199 gals.).
 ML0962
 ML0962.The modeled gravity was interpolated from observed gravity values.
 ML0962
 ML0962;                    North         East    Units  Estimated Accuracy
 ML0962;SPC NE       -   199,420.      511,270.      MT  (+/- 180 meters Scaled)
 ML0962
 ML0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM279089(NAD 83)
 ML0962
 ML0962                          SUPERSEDED SURVEY CONTROL
 ML0962
 ML0962  NGVD 29 (??/??/92)  793.514  (m)         2603.39   (f) ADJ UNCH    2 0
 ML0962
 ML0962.Superseded values are not recommended for survey control.
 ML0962
 ML0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0962.See file dsdata.pdf to determine how the superseded data were derived.
 ML0962
 ML0962_MARKER: DB = BENCH MARK DISK
 ML0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0962_STAMPING: U 319 1950
 ML0962_MARK LOGO: CGS
 ML0962_PROJECTION: PROJECTING 12 CENTIMETERS
 ML0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0962+STABILITY: SURFACE MOTION
 ML0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0962+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 ML0962
 ML0962  HISTORY     - Date     Condition        Report By
 ML0962  HISTORY     - 1950     MONUMENTED       CGS
 ML0962  HISTORY     - 1984     GOOD             LOCSUR
 ML0962  HISTORY     - 20210526 GOOD             NEGS
 ML0962
 ML0962                          STATION DESCRIPTION
 ML0962
 ML0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0962'0.8 MI N FROM ANSELMO.
 ML0962'0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 ML0962'AND QUINCY RAILROAD STATION AT ANSELMO, 0.3 MILE NORTH OF A
 ML0962'JUNCTION WITH A DIRT ROAD LEADING WEST, 47 FEET WEST OF THE
 ML0962'CENTER LINE OF THE GRAVELED ROAD, 15 FEET SOUTHWEST OF THE CENTER
 ML0962'LINE OF A DIM ROAD LEADING NORTHWEST INTO A FIELD, 11.4 FEET WEST
 ML0962'OF A FENCE CORNER, 1 FOOT NORTH OF A WIRE FENCE, 1.2 FEET EAST
 ML0962'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0962'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0962
 ML0962                          STATION RECOVERY (1984)
 ML0962
 ML0962'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0962'RECOVERED IN GOOD CONDITION.
 ML0962
 ML0962                          STATION RECOVERY (2021)
 ML0962
 ML0962'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0962'THE 1950 STATION DESCRIPTION IS STILL VIABLE, EXCEPT RAILROAD IS NOW
 ML0962'BNSF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0795 ***********************************************************************
 ML0795  DESIGNATION -  U 321
 ML0795  PID         -  ML0795
 ML0795  STATE/COUNTY-  NE/CUSTER
 ML0795  COUNTRY     -  US
 ML0795  USGS QUAD   -  CALLAWAY (2017)
 ML0795
 ML0795                         *CURRENT SURVEY CONTROL
 ML0795  ______________________________________________________________________
 ML0795* NAD 83(1986) POSITION- 41 17 01.     (N) 099 55 19.     (W)   SCALED
 ML0795* NAVD 88 ORTHO HEIGHT -   778.527 (meters)     2554.22  (feet) ADJUSTED
 ML0795  ______________________________________________________________________
 ML0795  GEOID HEIGHT    -        -22.568 (meters)                     GEOID18
 ML0795  DYNAMIC HEIGHT  -        778.105 (meters)     2552.83  (feet) COMP
 ML0795  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 ML0795
 ML0795  VERT ORDER      -  SECOND    CLASS 0
 ML0795
 ML0795.The horizontal coordinates were scaled from a map and have
 ML0795.an estimated accuracy of +/- 6 seconds.
 ML0795
 ML0795.The orthometric height was determined by differential leveling and
 ML0795.adjusted by the NATIONAL GEODETIC SURVEY
 ML0795.in June 1991.
 ML0795
 ML0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0795.GEOID18 height accuracy estimate available here.
 ML0795
 ML0795.Click photographs - Photos may exist for this station.
 ML0795
 ML0795.The dynamic height is computed by dividing the NAVD 88
 ML0795.geopotential number by the normal gravity value computed on the
 ML0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0795.degrees latitude (g = 980.6199 gals.).
 ML0795
 ML0795.The modeled gravity was interpolated from observed gravity values.
 ML0795
 ML0795;                    North         East    Units  Estimated Accuracy
 ML0795;SPC NE       -   161,020.      506,540.      MT  (+/- 180 meters Scaled)
 ML0795
 ML0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML227706(NAD 83)
 ML0795
 ML0795                          SUPERSEDED SURVEY CONTROL
 ML0795
 ML0795  NGVD 29 (??/??/92)  778.274  (m)         2553.39   (f) ADJ UNCH    2 0
 ML0795
 ML0795.Superseded values are not recommended for survey control.
 ML0795
 ML0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0795.See file dsdata.pdf to determine how the superseded data were derived.
 ML0795
 ML0795_MARKER: DB = BENCH MARK DISK
 ML0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0795_STAMPING: U 321 1950
 ML0795_MARK LOGO: CGS
 ML0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0795+STABILITY: SURFACE MOTION
 ML0795
 ML0795  HISTORY     - Date     Condition        Report By
 ML0795  HISTORY     - 1950     MONUMENTED       CGS
 ML0795  HISTORY     - 1984     GOOD             NGS
 ML0795
 ML0795                          STATION DESCRIPTION
 ML0795
 ML0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0795'0.5 MI SE FROM CALLAWAY.
 ML0795'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0795'RAILROAD STATION AT CALLAWAY, 134 FEET NORTHEAST OF THE CENTER
 ML0795'LINE OF THE HIGHWAY, 47 FEET EAST OF THE CENTER LINE OF A ROAD
 ML0795'LEADING NORTH, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ML0795'UNION PACIFIC RAILROAD, 21 FEET SOUTHEAST OF THE CENTER OF A
 ML0795'GATE, 14 FEET NORTH OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF
 ML0795'A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 ML0795'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0795
 ML0795                          STATION RECOVERY (1984)
 ML0795
 ML0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0795'0.72 KM (0.45 FT) SOUTH ALONG STATE HIGHWAY 213 SPUR, FROM THE POST
 ML0795'OFFICE IN CALLAWAY , TO A SIDE ROAD LEFT, AFTER JUST CROSSING A
 ML0795'BRIDGE OVER SAND CREEK, THENCE 0.37 KM (0.22 MI) LEFT AND SOUTHEAST
 ML0795'ALONG A DIRT ROAD TO A TRACK ROAD AND THE MARK ON THE LEFT, 41.2 M
 ML0795'(135 FT) NORTHEAST FROM THE DIRT ROAD, 14.33 M (47.0 FT) NORTHEAST OF
 ML0795'THE NORTHEAST RAIL OF A RAILROAD TRACK, 6.40 M (21.0 FT) SOUTHEAST OF
 ML0795'THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, 0.46 M (1.5 FT)
 ML0795'SOUTHWEST FROM THE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0324 ***********************************************************************
 ML0324  DESIGNATION -  U 322
 ML0324  PID         -  ML0324
 ML0324  STATE/COUNTY-  NE/SHERMAN
 ML0324  COUNTRY     -  US
 ML0324  USGS QUAD   -  ROCKVILLE (2017)
 ML0324
 ML0324                         *CURRENT SURVEY CONTROL
 ML0324  ______________________________________________________________________
 ML0324* NAD 83(1986) POSITION- 41 06 57.     (N) 098 48 20.     (W)   SCALED
 ML0324* NAVD 88 ORTHO HEIGHT -   642.463 (meters)     2107.81  (feet) ADJUSTED
 ML0324  ______________________________________________________________________
 ML0324  GEOID HEIGHT    -        -24.234 (meters)                     GEOID18
 ML0324  DYNAMIC HEIGHT  -        642.132 (meters)     2106.73  (feet) COMP
 ML0324  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 ML0324
 ML0324  VERT ORDER      -  FIRST     CLASS II
 ML0324
 ML0324.The horizontal coordinates were scaled from a map and have
 ML0324.an estimated accuracy of +/- 6 seconds.
 ML0324
 ML0324.The orthometric height was determined by differential leveling and
 ML0324.adjusted by the NATIONAL GEODETIC SURVEY
 ML0324.in June 1991.
 ML0324
 ML0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0324.GEOID18 height accuracy estimate available here.
 ML0324
 ML0324.Click photographs - Photos may exist for this station.
 ML0324
 ML0324.The dynamic height is computed by dividing the NAVD 88
 ML0324.geopotential number by the normal gravity value computed on the
 ML0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0324.degrees latitude (g = 980.6199 gals.).
 ML0324
 ML0324.The modeled gravity was interpolated from observed gravity values.
 ML0324
 ML0324;                    North         East    Units  Estimated Accuracy
 ML0324;SPC NE       -   143,080.      600,280.      MT  (+/- 180 meters Scaled)
 ML0324
 ML0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163516(NAD 83)
 ML0324
 ML0324                          SUPERSEDED SURVEY CONTROL
 ML0324
 ML0324  NGVD 29 (??/??/92)  642.222  (m)         2107.02   (f) ADJ UNCH    1 2
 ML0324
 ML0324.Superseded values are not recommended for survey control.
 ML0324
 ML0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0324.See file dsdata.pdf to determine how the superseded data were derived.
 ML0324
 ML0324_MARKER: DB = BENCH MARK DISK
 ML0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0324_STAMPING: U 322 1950
 ML0324_MARK LOGO: CGS
 ML0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0324+STABILITY: SURFACE MOTION
 ML0324
 ML0324  HISTORY     - Date     Condition        Report By
 ML0324  HISTORY     - 1950     MONUMENTED       CGS
 ML0324
 ML0324                          STATION DESCRIPTION
 ML0324
 ML0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0324'3 MI E FROM ROCKVILLE.
 ML0324'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 ML0324'STATE HIGHWAY 58 WITH STATE HIGHWAY 68 AT ROCKVILLE, THENCE 0.35
 ML0324'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE NORTH ALONG
 ML0324'A TRAIL, 143 FEET NORTH OF THE CENTER OF A WIRE GATE, 23 FEET
 ML0324'WEST OF THE CENTER LINE OF THE TRAIL, 1.0 FOOT EAST OF A FENCE,
 ML0324'1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 ML0324'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 ML0324'0.2 MILE SOUTH OF BENCH MARK FU 184 (U.S.B.R.).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0694 ***********************************************************************
 ML0694  DESIGNATION -  U 323
 ML0694  PID         -  ML0694
 ML0694  STATE/COUNTY-  NE/SHERMAN
 ML0694  COUNTRY     -  US
 ML0694  USGS QUAD   -  ARCADIA SE (2017)
 ML0694
 ML0694                         *CURRENT SURVEY CONTROL
 ML0694  ______________________________________________________________________
 ML0694* NAD 83(1986) POSITION- 41 22 13.     (N) 099 03 23.     (W)   SCALED
 ML0694* NAVD 88 ORTHO HEIGHT -   646.090 (meters)     2119.71  (feet) ADJUSTED
 ML0694  ______________________________________________________________________
 ML0694  GEOID HEIGHT    -        -23.748 (meters)                     GEOID18
 ML0694  DYNAMIC HEIGHT  -        645.761 (meters)     2118.63  (feet) COMP
 ML0694  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 ML0694
 ML0694  VERT ORDER      -  FIRST     CLASS II
 ML0694
 ML0694.The horizontal coordinates were scaled from a map and have
 ML0694.an estimated accuracy of +/- 6 seconds.
 ML0694
 ML0694.The orthometric height was determined by differential leveling and
 ML0694.adjusted by the NATIONAL GEODETIC SURVEY
 ML0694.in June 1991.
 ML0694
 ML0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0694.GEOID18 height accuracy estimate available here.
 ML0694
 ML0694.Click photographs - Photos may exist for this station.
 ML0694
 ML0694.The dynamic height is computed by dividing the NAVD 88
 ML0694.geopotential number by the normal gravity value computed on the
 ML0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0694.degrees latitude (g = 980.6199 gals.).
 ML0694
 ML0694.The modeled gravity was interpolated from observed gravity values.
 ML0694
 ML0694;                    North         East    Units  Estimated Accuracy
 ML0694;SPC NE       -   171,070.      578,920.      MT  (+/- 180 meters Scaled)
 ML0694
 ML0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML952798(NAD 83)
 ML0694
 ML0694                          SUPERSEDED SURVEY CONTROL
 ML0694
 ML0694  NGVD 29 (??/??/92)  645.843  (m)         2118.90   (f) ADJ UNCH    1 2
 ML0694
 ML0694.Superseded values are not recommended for survey control.
 ML0694
 ML0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0694.See file dsdata.pdf to determine how the superseded data were derived.
 ML0694
 ML0694_MARKER: DB = BENCH MARK DISK
 ML0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0694_STAMPING: U 323 1950
 ML0694_MARK LOGO: CGS
 ML0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0694+STABILITY: SURFACE MOTION
 ML0694
 ML0694  HISTORY     - Date     Condition        Report By
 ML0694  HISTORY     - 1950     MONUMENTED       CGS
 ML0694
 ML0694                          STATION DESCRIPTION
 ML0694
 ML0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0694'5.6 MI SE FROM ARCADIA.
 ML0694'5.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0694'RAILROAD FROM THE STATION AT ARCADIA, 0.3 MILE NORTHWEST OF A
 ML0694'ROAD CROSSING, 375 FEET NORTHWEST OF THE CENTER OF A GATE, 92
 ML0694'FEET SOUTH OF A TELEGRAPH POLE, 46 FEET SOUTHWEST OF THE
 ML0694'SOUTHWEST RAIL, 1.3 FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST
 ML0694'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0694'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1433 ***********************************************************************
 MK1433  DESIGNATION -  U 324
 MK1433  PID         -  MK1433
 MK1433  STATE/COUNTY-  NE/HAMILTON
 MK1433  COUNTRY     -  US
 MK1433  USGS QUAD   -  POLK (2017)
 MK1433
 MK1433                         *CURRENT SURVEY CONTROL
 MK1433  ______________________________________________________________________
 MK1433* NAD 83(1986) POSITION- 41 05 24.     (N) 097 50 48.     (W)   SCALED
 MK1433* NAVD 88 ORTHO HEIGHT -   534.601 (meters)     1753.94  (feet) ADJUSTED
 MK1433  ______________________________________________________________________
 MK1433  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 MK1433  DYNAMIC HEIGHT  -        534.330 (meters)     1753.05  (feet) COMP
 MK1433  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 MK1433
 MK1433  VERT ORDER      -  SECOND    CLASS 0
 MK1433
 MK1433.The horizontal coordinates were scaled from a map and have
 MK1433.an estimated accuracy of +/- 6 seconds.
 MK1433
 MK1433.The orthometric height was determined by differential leveling and
 MK1433.adjusted by the NATIONAL GEODETIC SURVEY
 MK1433.in June 1991.
 MK1433
 MK1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1433.GEOID18 height accuracy estimate available here.
 MK1433
 MK1433.Click photographs - Photos may exist for this station.
 MK1433
 MK1433.The dynamic height is computed by dividing the NAVD 88
 MK1433.geopotential number by the normal gravity value computed on the
 MK1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1433.degrees latitude (g = 980.6199 gals.).
 MK1433
 MK1433.The modeled gravity was interpolated from observed gravity values.
 MK1433
 MK1433;                    North         East    Units  Estimated Accuracy
 MK1433;SPC NE       -   141,780.      680,850.      MT  (+/- 180 meters Scaled)
 MK1433
 MK1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL968493(NAD 83)
 MK1433
 MK1433                          SUPERSEDED SURVEY CONTROL
 MK1433
 MK1433  NGVD 29 (??/??/92)  534.381  (m)         1753.22   (f) ADJ UNCH    2 0
 MK1433
 MK1433.Superseded values are not recommended for survey control.
 MK1433
 MK1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1433.See file dsdata.pdf to determine how the superseded data were derived.
 MK1433
 MK1433_MARKER: DB = BENCH MARK DISK
 MK1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1433_STAMPING: U 324 1950
 MK1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1433+STABILITY: SURFACE MOTION
 MK1433
 MK1433  HISTORY     - Date     Condition        Report By
 MK1433  HISTORY     - 1950     MONUMENTED       CGS
 MK1433
 MK1433                          STATION DESCRIPTION
 MK1433
 MK1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1433'2.8 MI NE FROM HORDVILLE.
 MK1433'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1433'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD,
 MK1433'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1433'45 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 35
 MK1433'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14 FEET
 MK1433'EAST OF A FENCE CORNER, 0.9 FOOT SOUTH OF A FENCE, 1.8 FEET EAST
 MK1433'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1433'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1450 ***********************************************************************
 MK1450  DESIGNATION -  U 326
 MK1450  PID         -  MK1450
 MK1450  STATE/COUNTY-  NE/POLK
 MK1450  COUNTRY     -  US
 MK1450  USGS QUAD   -  SWEDEHOME (2017)
 MK1450
 MK1450                         *CURRENT SURVEY CONTROL
 MK1450  ______________________________________________________________________
 MK1450* NAD 83(1986) POSITION- 41 11 32.     (N) 097 40 28.     (W)   SCALED
 MK1450* NAVD 88 ORTHO HEIGHT -   521.531 (meters)     1711.06  (feet) ADJUSTED
 MK1450  ______________________________________________________________________
 MK1450  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 MK1450  DYNAMIC HEIGHT  -        521.279 (meters)     1710.23  (feet) COMP
 MK1450  MODELED GRAVITY -    980,124.8   (mgal)                       NAVD 88
 MK1450
 MK1450  VERT ORDER      -  SECOND    CLASS 0
 MK1450
 MK1450.The horizontal coordinates were scaled from a map and have
 MK1450.an estimated accuracy of +/- 6 seconds.
 MK1450
 MK1450.The orthometric height was determined by differential leveling and
 MK1450.adjusted by the NATIONAL GEODETIC SURVEY
 MK1450.in June 1991.
 MK1450
 MK1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1450.GEOID18 height accuracy estimate available here.
 MK1450
 MK1450.Click photographs - Photos may exist for this station.
 MK1450
 MK1450.The dynamic height is computed by dividing the NAVD 88
 MK1450.geopotential number by the normal gravity value computed on the
 MK1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1450.degrees latitude (g = 980.6199 gals.).
 MK1450
 MK1450.The modeled gravity was interpolated from observed gravity values.
 MK1450
 MK1450;                    North         East    Units  Estimated Accuracy
 MK1450;SPC NE       -   153,490.      695,000.      MT  (+/- 180 meters Scaled)
 MK1450
 MK1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL111609(NAD 83)
 MK1450
 MK1450                          SUPERSEDED SURVEY CONTROL
 MK1450
 MK1450  NGVD 29 (??/??/92)  521.326  (m)         1710.38   (f) ADJ UNCH    2 0
 MK1450
 MK1450.Superseded values are not recommended for survey control.
 MK1450
 MK1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1450.See file dsdata.pdf to determine how the superseded data were derived.
 MK1450
 MK1450_MARKER: DB = BENCH MARK DISK
 MK1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1450_STAMPING: U 326 1950
 MK1450_MARK LOGO: CGS
 MK1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1450+STABILITY: SURFACE MOTION
 MK1450
 MK1450  HISTORY     - Date     Condition        Report By
 MK1450  HISTORY     - 1950     MONUMENTED       CGS
 MK1450
 MK1450                          STATION DESCRIPTION
 MK1450
 MK1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1450'9.6 MI S FROM SILVER CREEK.
 MK1450'7.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1450'SILVER CREEK, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK1450'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1450'97 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 88
 MK1450'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18 FEET
 MK1450'WEST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 2.8 FEET NORTH
 MK1450'OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, SET IN THE TOP OF A
 MK1450'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS
 MK1450'MARK IS 0.75 MILE NORTHEAST OF BENCH MARK T 326.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1451 ***********************************************************************
 MK1451  DESIGNATION -  U 326 RESET
 MK1451  PID         -  MK1451
 MK1451  STATE/COUNTY-  NE/POLK
 MK1451  COUNTRY     -  US
 MK1451  USGS QUAD   -  SWEDEHOME (2017)
 MK1451
 MK1451                         *CURRENT SURVEY CONTROL
 MK1451  ______________________________________________________________________
 MK1451* NAD 83(1986) POSITION- 41 11 32.     (N) 097 40 30.     (W)   SCALED
 MK1451* NAVD 88 ORTHO HEIGHT -   521.53  (meters)     1711.1   (feet) RESET
 MK1451  ______________________________________________________________________
 MK1451  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 MK1451  VERT ORDER      -  THIRD
 MK1451
 MK1451.The horizontal coordinates were scaled from a map and have
 MK1451.an estimated accuracy of +/- 6 seconds.
 MK1451
 MK1451.The orthometric height was computed from unverified reset data.
 MK1451
 MK1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1451.GEOID18 height accuracy estimate available here.
 MK1451
 MK1451.Click photographs - Photos may exist for this station.
 MK1451
 MK1451;                    North         East    Units  Estimated Accuracy
 MK1451;SPC NE       -   153,490.      694,960.      MT  (+/- 180 meters Scaled)
 MK1451
 MK1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL111609(NAD 83)
 MK1451
 MK1451                          SUPERSEDED SURVEY CONTROL
 MK1451
 MK1451  NGVD 29 (??/??/??)  521.33   (m)         1710.4    (f) RESET       3  
 MK1451
 MK1451.Superseded values are not recommended for survey control.
 MK1451
 MK1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1451.See file dsdata.pdf to determine how the superseded data were derived.
 MK1451
 MK1451_MARKER: DB = BENCH MARK DISK
 MK1451_STAMPING: U 326 RESET 1957
 MK1451_MARK LOGO: CGS
 MK1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1451
 MK1451  HISTORY     - Date     Condition        Report By
 MK1451  HISTORY     - 1957     MONUMENTED       NEDR
 MK1451  HISTORY     - 1962     GOOD             USGS
 MK1451
 MK1451                          STATION DESCRIPTION
 MK1451
 MK1451'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1451'9 MI SW FROM SILVER CREEK.
 MK1451'7.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1451'SILVER CREEK, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK1451'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1451'IN NORTHEAST CORNER OF INTERSECTION, 33 FEET EAST OF THE
 MK1451'CENTERLINE OF THE NORTH-SOUTH COUNTY ROAD, AND 32 FEET NORTH OF
 MK1451'THE CENTERLINE OF THE EAST-WEST COUNTY ROAD.
 MK1451
 MK1451                          STATION RECOVERY (1962)
 MK1451
 MK1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1473 ***********************************************************************
 MK1473  DESIGNATION -  U 327
 MK1473  PID         -  MK1473
 MK1473  STATE/COUNTY-  NE/POLK
 MK1473  COUNTRY     -  US
 MK1473  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1473
 MK1473                         *CURRENT SURVEY CONTROL
 MK1473  ______________________________________________________________________
 MK1473* NAD 83(1986) POSITION- 41 16 45.     (N) 097 31 18.     (W)   SCALED
 MK1473* NAVD 88 ORTHO HEIGHT -   471.912 (meters)     1548.26  (feet) ADJUSTED
 MK1473  ______________________________________________________________________
 MK1473  GEOID HEIGHT    -        -25.481 (meters)                     GEOID18
 MK1473  DYNAMIC HEIGHT  -        471.692 (meters)     1547.54  (feet) COMP
 MK1473  MODELED GRAVITY -    980,143.5   (mgal)                       NAVD 88
 MK1473
 MK1473  VERT ORDER      -  SECOND    CLASS 0
 MK1473
 MK1473.The horizontal coordinates were scaled from a map and have
 MK1473.an estimated accuracy of +/- 6 seconds.
 MK1473
 MK1473.The orthometric height was determined by differential leveling and
 MK1473.adjusted by the NATIONAL GEODETIC SURVEY
 MK1473.in June 1991.
 MK1473
 MK1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1473.GEOID18 height accuracy estimate available here.
 MK1473
 MK1473.Click photographs - Photos may exist for this station.
 MK1473
 MK1473.The dynamic height is computed by dividing the NAVD 88
 MK1473.geopotential number by the normal gravity value computed on the
 MK1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1473.degrees latitude (g = 980.6199 gals.).
 MK1473
 MK1473.The modeled gravity was interpolated from observed gravity values.
 MK1473
 MK1473;                    North         East    Units  Estimated Accuracy
 MK1473;SPC NE       -   163,500.      707,540.      MT  (+/- 180 meters Scaled)
 MK1473
 MK1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL238708(NAD 83)
 MK1473
 MK1473                          SUPERSEDED SURVEY CONTROL
 MK1473
 MK1473  NGVD 29 (??/??/92)  471.717  (m)         1547.62   (f) ADJ UNCH    2 0
 MK1473
 MK1473.Superseded values are not recommended for survey control.
 MK1473
 MK1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1473.See file dsdata.pdf to determine how the superseded data were derived.
 MK1473
 MK1473_MARKER: DB = BENCH MARK DISK
 MK1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1473_STAMPING: U 327 1950
 MK1473_MARK LOGO: CGS
 MK1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1473+STABILITY: SURFACE MOTION
 MK1473
 MK1473  HISTORY     - Date     Condition        Report By
 MK1473  HISTORY     - 1950     MONUMENTED       CGS
 MK1473
 MK1473                          STATION DESCRIPTION
 MK1473
 MK1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1473'9 MI SW FROM DUNCAN.
 MK1473'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1473'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A
 MK1473'GRAVELED ROAD, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1473'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1473'58 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1473'26 FEET NORTH OF A POWER POLE, 33 FEET EAST OF THE CENTER LINE
 MK1473'OF A NORTH AND SOUTH ROAD, 2.4 FEET WEST OF A FENCE, 2.8 FEET
 MK1473'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1473'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 MK1473'MILE EAST OF BENCH MARK V 327.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0726 ***********************************************************************
 ML0726  DESIGNATION -  U 328
 ML0726  PID         -  ML0726
 ML0726  STATE/COUNTY-  NE/VALLEY
 ML0726  COUNTRY     -  US
 ML0726  USGS QUAD   -  ARCADIA EAST (2017)
 ML0726
 ML0726                         *CURRENT SURVEY CONTROL
 ML0726  ______________________________________________________________________
 ML0726* NAD 83(1986) POSITION- 41 28 10.     (N) 099 01 14.     (W)   SCALED
 ML0726* NAVD 88 ORTHO HEIGHT -   687.718 (meters)     2256.29  (feet) ADJUSTED
 ML0726  ______________________________________________________________________
 ML0726  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 ML0726  DYNAMIC HEIGHT  -        687.374 (meters)     2255.16  (feet) COMP
 ML0726  MODELED GRAVITY -    980,099.6   (mgal)                       NAVD 88
 ML0726
 ML0726  VERT ORDER      -  SECOND    CLASS 0
 ML0726
 ML0726.The horizontal coordinates were scaled from a map and have
 ML0726.an estimated accuracy of +/- 6 seconds.
 ML0726
 ML0726.The orthometric height was determined by differential leveling and
 ML0726.adjusted by the NATIONAL GEODETIC SURVEY
 ML0726.in June 1991.
 ML0726
 ML0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0726.GEOID18 height accuracy estimate available here.
 ML0726
 ML0726.Click photographs - Photos may exist for this station.
 ML0726
 ML0726.The dynamic height is computed by dividing the NAVD 88
 ML0726.geopotential number by the normal gravity value computed on the
 ML0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0726.degrees latitude (g = 980.6199 gals.).
 ML0726
 ML0726.The modeled gravity was interpolated from observed gravity values.
 ML0726
 ML0726;                    North         East    Units  Estimated Accuracy
 ML0726;SPC NE       -   182,110.      581,790.      MT  (+/- 180 meters Scaled)
 ML0726
 ML0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML982908(NAD 83)
 ML0726
 ML0726                          SUPERSEDED SURVEY CONTROL
 ML0726
 ML0726  NGVD 29 (??/??/92)  687.467  (m)         2255.46   (f) ADJ UNCH    2 0
 ML0726
 ML0726.Superseded values are not recommended for survey control.
 ML0726
 ML0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0726.See file dsdata.pdf to determine how the superseded data were derived.
 ML0726
 ML0726_MARKER: DB = BENCH MARK DISK
 ML0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0726_SP_SET: BRIDGE ABUTMENT
 ML0726_STAMPING: U 328 1950
 ML0726_MARK LOGO: CGS
 ML0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0726
 ML0726  HISTORY     - Date     Condition        Report By
 ML0726  HISTORY     - 1950     MONUMENTED       CGS
 ML0726
 ML0726                          STATION DESCRIPTION
 ML0726
 ML0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0726'9.1 MI NE FROM ARCADIA.
 ML0726'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0726'AT ARCADIA, THENCE 4.2 MILES NORTHEAST ALONG STATE HIGHWAYS
 ML0726'56 AND 58, 12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, LEVEL
 ML0726'WITH THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 ML0726'ABUTMENT OF A SMALL BRIDGE OVER HAYS CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1257 ***********************************************************************
 MK1257  DESIGNATION -  U 329
 MK1257  PID         -  MK1257
 MK1257  STATE/COUNTY-  NE/COLFAX
 MK1257  COUNTRY     -  US
 MK1257  USGS QUAD   -  SCHUYLER (2017)
 MK1257
 MK1257                         *CURRENT SURVEY CONTROL
 MK1257  ______________________________________________________________________
 MK1257* NAD 83(1986) POSITION- 41 27 08.65   (N) 097 06 28.03   (W)   HD_HELD1
 MK1257* NAVD 88 ORTHO HEIGHT -   417.351 (meters)     1369.26  (feet) ADJUSTED
 MK1257  ______________________________________________________________________
 MK1257  GEOID HEIGHT    -        -25.674 (meters)                     GEOID18
 MK1257  DYNAMIC HEIGHT  -        417.171 (meters)     1368.67  (feet) COMP
 MK1257  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 MK1257
 MK1257  VERT ORDER      -  SECOND    CLASS 0
 MK1257
 MK1257.The horizontal coordinates were determined by differentially corrected
 MK1257.hand held GPS observations or other comparable positioning techniques
 MK1257.and have an estimated accuracy of +/- 3 meters.
 MK1257
 MK1257.The orthometric height was determined by differential leveling and
 MK1257.adjusted by the NATIONAL GEODETIC SURVEY
 MK1257.in June 1991.
 MK1257
 MK1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1257.GEOID18 height accuracy estimate available here.
 MK1257
 MK1257.Click photographs - Photos may exist for this station.
 MK1257
 MK1257.The dynamic height is computed by dividing the NAVD 88
 MK1257.geopotential number by the normal gravity value computed on the
 MK1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1257.degrees latitude (g = 980.6199 gals.).
 MK1257
 MK1257.The modeled gravity was interpolated from observed gravity values.
 MK1257
 MK1257;                    North         East    Units  Estimated Accuracy
 MK1257;SPC NE       -   183,797.9     741,538.1     MT  (+/- 3 meters HH1 GPS) 
 MK1257
 MK1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5804890708(NAD 83)
 MK1257
 MK1257                          SUPERSEDED SURVEY CONTROL
 MK1257
 MK1257  NGVD 29 (??/??/92)  417.181  (m)         1368.70   (f) ADJ UNCH    2 0
 MK1257
 MK1257.Superseded values are not recommended for survey control.
 MK1257
 MK1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1257.See file dsdata.pdf to determine how the superseded data were derived.
 MK1257
 MK1257_MARKER: DB = BENCH MARK DISK
 MK1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1257_STAMPING: U 329 1950
 MK1257_MARK LOGO: CGS
 MK1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1257+STABILITY: SURFACE MOTION
 MK1257
 MK1257  HISTORY     - Date     Condition        Report By
 MK1257  HISTORY     - 1950     MONUMENTED       CGS
 MK1257
 MK1257                          STATION DESCRIPTION
 MK1257
 MK1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1257'2.5 MI W FROM SCHUYLER.
 MK1257'2.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 MK1257'HIGHWAY 30 AND STATE HIGHWAY 15 AT SCHUYLER, AT THE SCHUYLER
 MK1257'AIRPORT, 60 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MK1257'45.0 FEET NORTH OF THE NORTHEAST CORNER OF THE NORTH HANGAR,
 MK1257'25.0 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ENTRANCE, 1.3
 MK1257'FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, AND SET
 MK1257'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 MK1257'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0914 ***********************************************************************
 MK0914  DESIGNATION -  U 330
 MK0914  PID         -  MK0914
 MK0914  STATE/COUNTY-  NE/SAUNDERS
 MK0914  COUNTRY     -  US
 MK0914  USGS QUAD   -  MALMO NW (2017)
 MK0914
 MK0914                         *CURRENT SURVEY CONTROL
 MK0914  ______________________________________________________________________
 MK0914* NAD 83(1986) POSITION- 41 24 29.     (N) 096 43 57.     (W)   SCALED
 MK0914* NAVD 88 ORTHO HEIGHT -   406.415 (meters)     1333.38  (feet) ADJUSTED
 MK0914  ______________________________________________________________________
 MK0914  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 MK0914  DYNAMIC HEIGHT  -        406.236 (meters)     1332.79  (feet) COMP
 MK0914  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 MK0914
 MK0914  VERT ORDER      -  SECOND    CLASS 0
 MK0914
 MK0914.The horizontal coordinates were scaled from a map and have
 MK0914.an estimated accuracy of +/- 6 seconds.
 MK0914
 MK0914.The orthometric height was determined by differential leveling and
 MK0914.adjusted by the NATIONAL GEODETIC SURVEY
 MK0914.in June 1991.
 MK0914
 MK0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0914.GEOID18 height accuracy estimate available here.
 MK0914
 MK0914.Click photographs - Photos may exist for this station.
 MK0914
 MK0914.The dynamic height is computed by dividing the NAVD 88
 MK0914.geopotential number by the normal gravity value computed on the
 MK0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0914.degrees latitude (g = 980.6199 gals.).
 MK0914
 MK0914.The modeled gravity was interpolated from observed gravity values.
 MK0914
 MK0914;                    North         East    Units  Estimated Accuracy
 MK0914;SPC NE       -   179,990.      773,050.      MT  (+/- 180 meters Scaled)
 MK0914
 MK0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL895865(NAD 83)
 MK0914
 MK0914                          SUPERSEDED SURVEY CONTROL
 MK0914
 MK0914  NGVD 29 (??/??/92)  406.262  (m)         1332.88   (f) ADJ UNCH    2 0
 MK0914
 MK0914.Superseded values are not recommended for survey control.
 MK0914
 MK0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0914.See file dsdata.pdf to determine how the superseded data were derived.
 MK0914
 MK0914_MARKER: DB = BENCH MARK DISK
 MK0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0914_STAMPING: U 330 1950
 MK0914_MARK LOGO: CGS
 MK0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0914+STABILITY: SURFACE MOTION
 MK0914
 MK0914  HISTORY     - Date     Condition        Report By
 MK0914  HISTORY     - 1950     MONUMENTED       CGS
 MK0914  HISTORY     - 1984     GOOD             LOCSUR
 MK0914
 MK0914                          STATION DESCRIPTION
 MK0914
 MK0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0914'3 MI SE FROM MORSE BLUFF.
 MK0914'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0914'MORSE BLUFF, THENCE 1.35 MILES SOUTH ALONG A GRAVELED ROAD,
 MK0914'35 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 30
 MK0914'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 3 FEET
 MK0914'NORTH OF A POWER POLE, 3.3 FEET NORTHWEST OF A FENCE CORNER,
 MK0914'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0914'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK0914
 MK0914                          STATION RECOVERY (1984)
 MK0914
 MK0914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0151 ***********************************************************************
 LH0151  DESIGNATION -  U 331
 LH0151  PID         -  LH0151
 LH0151  STATE/COUNTY-  NE/HALL
 LH0151  COUNTRY     -  US
 LH0151  USGS QUAD   -  GRAND ISLAND (2017)
 LH0151
 LH0151                         *CURRENT SURVEY CONTROL
 LH0151  ______________________________________________________________________
 LH0151* NAD 83(1986) POSITION- 40 55 18.     (N) 098 19 17.     (W)   SCALED
 LH0151* NAVD 88 ORTHO HEIGHT -   561.190 (meters)     1841.17  (feet) ADJUSTED
 LH0151  ______________________________________________________________________
 LH0151  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 LH0151  DYNAMIC HEIGHT  -        560.894 (meters)     1840.20  (feet) COMP
 LH0151  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 LH0151
 LH0151  VERT ORDER      -  SECOND    CLASS 0
 LH0151
 LH0151.The horizontal coordinates were scaled from a map and have
 LH0151.an estimated accuracy of +/- 6 seconds.
 LH0151
 LH0151.The orthometric height was determined by differential leveling and
 LH0151.adjusted by the NATIONAL GEODETIC SURVEY
 LH0151.in June 1991.
 LH0151
 LH0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0151.GEOID18 height accuracy estimate available here.
 LH0151
 LH0151.Click photographs - Photos may exist for this station.
 LH0151
 LH0151.The dynamic height is computed by dividing the NAVD 88
 LH0151.geopotential number by the normal gravity value computed on the
 LH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0151.degrees latitude (g = 980.6199 gals.).
 LH0151
 LH0151.The modeled gravity was interpolated from observed gravity values.
 LH0151
 LH0151;                    North         East    Units  Estimated Accuracy
 LH0151;SPC NE       -   122,210.      641,350.      MT  (+/- 180 meters Scaled)
 LH0151
 LH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL571302(NAD 83)
 LH0151
 LH0151                          SUPERSEDED SURVEY CONTROL
 LH0151
 LH0151  NGVD 29 (??/??/92)  560.940  (m)         1840.35   (f) ADJ UNCH    2 0
 LH0151
 LH0151.Superseded values are not recommended for survey control.
 LH0151
 LH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0151.See file dsdata.pdf to determine how the superseded data were derived.
 LH0151
 LH0151_MARKER: DB = BENCH MARK DISK
 LH0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0151_STAMPING: U 331 1950
 LH0151_MARK LOGO: CGS
 LH0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0151+STABILITY: SURFACE MOTION
 LH0151
 LH0151  HISTORY     - Date     Condition        Report By
 LH0151  HISTORY     - 1950     MONUMENTED       CGS
 LH0151  HISTORY     - 1962     POOR             USGS
 LH0151
 LH0151                          STATION DESCRIPTION
 LH0151
 LH0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0151'1.2 MI SE FROM GRAND ISLAND.
 LH0151'1.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0151'RAILROAD FROM THE STATION AT GRAND ISLAND, 53 FEET WEST OF THE
 LH0151'CENTER LINE OF A NORTH AND SOUTH ROAD, 47.7 FEET SOUTHWEST OF
 LH0151'THE SOUTHWEST RAIL, 35 FEET NORTHWEST OF A FENCE CORNER, 0.6
 LH0151'FOOT SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN
 LH0151'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 LH0151'GROUND.  NOTE-- MONUMENT APPEARS TO BE BROKEN OFF SOMEWHERE
 LH0151'UNDERGROUND.  IT IS LOOSE AND ONLY APPROXIMATE ELEVATION SHOULD
 LH0151'BE TRUSTED.
 LH0151
 LH0151                          STATION RECOVERY (1962)
 LH0151
 LH0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0151'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0180 ***********************************************************************
 ML0180  DESIGNATION -  U 332
 ML0180  PID         -  ML0180
 ML0180  STATE/COUNTY-  NE/MERRICK
 ML0180  COUNTRY     -  US
 ML0180  USGS QUAD   -  ARCHER (2017)
 ML0180
 ML0180                         *CURRENT SURVEY CONTROL
 ML0180  ______________________________________________________________________
 ML0180* NAD 83(1986) POSITION- 41 10 19.     (N) 098 09 18.     (W)   SCALED
 ML0180* NAVD 88 ORTHO HEIGHT -   530.422 (meters)     1740.23  (feet) ADJUSTED
 ML0180  ______________________________________________________________________
 ML0180  GEOID HEIGHT    -        -24.960 (meters)                     GEOID18
 ML0180  DYNAMIC HEIGHT  -        530.164 (meters)     1739.38  (feet) COMP
 ML0180  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 ML0180
 ML0180  VERT ORDER      -  SECOND    CLASS 0
 ML0180
 ML0180.The horizontal coordinates were scaled from a map and have
 ML0180.an estimated accuracy of +/- 6 seconds.
 ML0180
 ML0180.The orthometric height was determined by differential leveling and
 ML0180.adjusted by the NATIONAL GEODETIC SURVEY
 ML0180.in June 1991.
 ML0180
 ML0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0180.GEOID18 height accuracy estimate available here.
 ML0180
 ML0180.Click photographs - Photos may exist for this station.
 ML0180
 ML0180.The dynamic height is computed by dividing the NAVD 88
 ML0180.geopotential number by the normal gravity value computed on the
 ML0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0180.degrees latitude (g = 980.6199 gals.).
 ML0180
 ML0180.The modeled gravity was interpolated from observed gravity values.
 ML0180
 ML0180;                    North         East    Units  Estimated Accuracy
 ML0180;SPC NE       -   150,270.      654,760.      MT  (+/- 180 meters Scaled)
 ML0180
 ML0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL708581(NAD 83)
 ML0180
 ML0180                          SUPERSEDED SURVEY CONTROL
 ML0180
 ML0180  NGVD 29 (??/??/92)  530.195  (m)         1739.48   (f) ADJ UNCH    2 0
 ML0180
 ML0180.Superseded values are not recommended for survey control.
 ML0180
 ML0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0180.See file dsdata.pdf to determine how the superseded data were derived.
 ML0180
 ML0180_MARKER: DB = BENCH MARK DISK
 ML0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0180_STAMPING: H 332 1950
 ML0180_MARK LOGO: CGS
 ML0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0180+STABILITY: SURFACE MOTION
 ML0180
 ML0180  HISTORY     - Date     Condition        Report By
 ML0180  HISTORY     - 1950     MONUMENTED       CGS
 ML0180
 ML0180                          STATION DESCRIPTION
 ML0180
 ML0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0180'1 MI NW FROM ARCHER.
 ML0180'1.0 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0180'RAILROAD FROM THE STATION AT ARCHER, AT A ROAD CROSSING, 88 FEET
 ML0180'NORTHEAST OF THE NORTHEAST RAIL, 41 FEET NORTHWEST OF A POWER
 ML0180'POLE, 40 FEET NORTH OF A FENCE, 20 FEET EAST OF THE CENTER LINE
 ML0180'OF A NORTH AND SOUTH TRACK ROAD, 1.5 FEET EAST OF A FENCE, 1.4
 ML0180'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0180'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1541 ***********************************************************************
 MK1541  DESIGNATION -  U 333
 MK1541  PID         -  MK1541
 MK1541  STATE/COUNTY-  NE/HAMILTON
 MK1541  COUNTRY     -  US
 MK1541  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1541
 MK1541                         *CURRENT SURVEY CONTROL
 MK1541  ______________________________________________________________________
 MK1541* NAD 83(1986) POSITION- 41 01 06.     (N) 097 58 46.     (W)   SCALED
 MK1541* NAVD 88 ORTHO HEIGHT -   551.073 (meters)     1807.98  (feet) ADJUSTED
 MK1541  ______________________________________________________________________
 MK1541  GEOID HEIGHT    -        -25.476 (meters)                     GEOID18
 MK1541  DYNAMIC HEIGHT  -        550.788 (meters)     1807.04  (feet) COMP
 MK1541  MODELED GRAVITY -    980,090.2   (mgal)                       NAVD 88
 MK1541
 MK1541  VERT ORDER      -  SECOND    CLASS 0
 MK1541
 MK1541.The horizontal coordinates were scaled from a map and have
 MK1541.an estimated accuracy of +/- 6 seconds.
 MK1541
 MK1541.The orthometric height was determined by differential leveling and
 MK1541.adjusted by the NATIONAL GEODETIC SURVEY
 MK1541.in June 1991.
 MK1541
 MK1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1541.GEOID18 height accuracy estimate available here.
 MK1541
 MK1541.Click photographs - Photos may exist for this station.
 MK1541
 MK1541.The dynamic height is computed by dividing the NAVD 88
 MK1541.geopotential number by the normal gravity value computed on the
 MK1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1541.degrees latitude (g = 980.6199 gals.).
 MK1541
 MK1541.The modeled gravity was interpolated from observed gravity values.
 MK1541
 MK1541;                    North         East    Units  Estimated Accuracy
 MK1541;SPC NE       -   133,550.      669,890.      MT  (+/- 180 meters Scaled)
 MK1541
 MK1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL858412(NAD 83)
 MK1541
 MK1541                          SUPERSEDED SURVEY CONTROL
 MK1541
 MK1541  NGVD 29 (??/??/92)  550.843  (m)         1807.22   (f) ADJ UNCH    2 0
 MK1541
 MK1541.Superseded values are not recommended for survey control.
 MK1541
 MK1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1541.See file dsdata.pdf to determine how the superseded data were derived.
 MK1541
 MK1541_MARKER: DB = BENCH MARK DISK
 MK1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1541_STAMPING: U 333 1950
 MK1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1541+STABILITY: SURFACE MOTION
 MK1541
 MK1541  HISTORY     - Date     Condition        Report By
 MK1541  HISTORY     - 1950     MONUMENTED       CGS
 MK1541
 MK1541                          STATION DESCRIPTION
 MK1541
 MK1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1541'2.8 MI NE FROM MARQUETTE.
 MK1541'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1541'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE 1.0 MILE
 MK1541'EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 66 FEET
 MK1541'WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 35 FEET
 MK1541'SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 2.7
 MK1541'FEET SOUTH OF A FENCE, 2.7 FEET SOUTH OF A TELEPHONE POLE, 1.4
 MK1541'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1541'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0156 ***********************************************************************
 LH0156  DESIGNATION -  U 334
 LH0156  PID         -  LH0156
 LH0156  STATE/COUNTY-  NE/HAMILTON
 LH0156  COUNTRY     -  US
 LH0156  USGS QUAD   -  MURPHY (2017)
 LH0156
 LH0156                         *CURRENT SURVEY CONTROL
 LH0156  ______________________________________________________________________
 LH0156* NAD 83(1986) POSITION- 40 55 46.     (N) 098 06 47.     (W)   SCALED
 LH0156* NAVD 88 ORTHO HEIGHT -   562.954 (meters)     1846.96  (feet) ADJUSTED
 LH0156  ______________________________________________________________________
 LH0156  GEOID HEIGHT    -        -25.370 (meters)                     GEOID18
 LH0156  DYNAMIC HEIGHT  -        562.662 (meters)     1846.00  (feet) COMP
 LH0156  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 LH0156
 LH0156  VERT ORDER      -  SECOND    CLASS 0
 LH0156
 LH0156.The horizontal coordinates were scaled from a map and have
 LH0156.an estimated accuracy of +/- 6 seconds.
 LH0156
 LH0156.The orthometric height was determined by differential leveling and
 LH0156.adjusted by the NATIONAL GEODETIC SURVEY
 LH0156.in June 1991.
 LH0156
 LH0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0156.GEOID18 height accuracy estimate available here.
 LH0156
 LH0156.Click photographs - Photos may exist for this station.
 LH0156
 LH0156.The dynamic height is computed by dividing the NAVD 88
 LH0156.geopotential number by the normal gravity value computed on the
 LH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0156.degrees latitude (g = 980.6199 gals.).
 LH0156
 LH0156.The modeled gravity was interpolated from observed gravity values.
 LH0156
 LH0156;                    North         East    Units  Estimated Accuracy
 LH0156;SPC NE       -   123,430.      658,870.      MT  (+/- 180 meters Scaled)
 LH0156
 LH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL746313(NAD 83)
 LH0156
 LH0156                          SUPERSEDED SURVEY CONTROL
 LH0156
 LH0156  NGVD 29 (??/??/92)  562.719  (m)         1846.19   (f) ADJ UNCH    2 0
 LH0156
 LH0156.Superseded values are not recommended for survey control.
 LH0156
 LH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0156.See file dsdata.pdf to determine how the superseded data were derived.
 LH0156
 LH0156_MARKER: DB = BENCH MARK DISK
 LH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0156_STAMPING: U 334 1950
 LH0156_MARK LOGO: CGS
 LH0156_PROJECTION: RECESSED 3 CENTIMETERS
 LH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0156+STABILITY: SURFACE MOTION
 LH0156
 LH0156  HISTORY     - Date     Condition        Report By
 LH0156  HISTORY     - 1950     MONUMENTED       CGS
 LH0156
 LH0156                          STATION DESCRIPTION
 LH0156
 LH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0156'8.4 MI NE FROM PHILLIPS.
 LH0156'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0156'FROM THE STATION AT PHILLIPS, THENCE 2.1 MILES NORTH ALONG A
 LH0156'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE
 LH0156'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9 MILE NORTH ALONG
 LH0156'A GRAVELED ROAD, 0.1 MILE SOUTH OF A ROAD INTERSECTION, 252 FEET
 LH0156'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 53 FEET SOUTHWEST
 LH0156'OF THE SOUTHWEST CORNER OF THE EMIL OLSON FARMHOUSE, 45.5 FEET
 LH0156'NORTHEAST OF THE NORTHEAST CORNER OF A CORN CRIB, 26.7 FEET
 LH0156'NORTH OF THE NORTHWEST CORNER OF A BROODER HOUSE, 3.4 FEET
 LH0156'SOUTHWEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 LH0156'WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.  NOTE-- THIS MARK
 LH0156'IS 1.1 MILES SOUTH OF BENCH MARK T 334.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0059 ***********************************************************************
 ML0059  DESIGNATION -  U 335
 ML0059  PID         -  ML0059
 ML0059  STATE/COUNTY-  NE/BOONE
 ML0059  COUNTRY     -  US
 ML0059  USGS QUAD   -  SPALDING (2017)
 ML0059
 ML0059                         *CURRENT SURVEY CONTROL
 ML0059  ______________________________________________________________________
 ML0059* NAD 83(1986) POSITION- 41 38 23.     (N) 098 16 10.     (W)   SCALED
 ML0059* NAVD 88 ORTHO HEIGHT -   564.503 (meters)     1852.04  (feet) ADJUSTED
 ML0059  ______________________________________________________________________
 ML0059  GEOID HEIGHT    -        -24.574 (meters)                     GEOID18
 ML0059  DYNAMIC HEIGHT  -        564.237 (meters)     1851.17  (feet) COMP
 ML0059  MODELED GRAVITY -    980,133.2   (mgal)                       NAVD 88
 ML0059
 ML0059  VERT ORDER      -  SECOND    CLASS 0
 ML0059
 ML0059.The horizontal coordinates were scaled from a map and have
 ML0059.an estimated accuracy of +/- 6 seconds.
 ML0059
 ML0059.The orthometric height was determined by differential leveling and
 ML0059.adjusted by the NATIONAL GEODETIC SURVEY
 ML0059.in June 1991.
 ML0059
 ML0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0059.GEOID18 height accuracy estimate available here.
 ML0059
 ML0059.Click photographs - Photos may exist for this station.
 ML0059
 ML0059.The dynamic height is computed by dividing the NAVD 88
 ML0059.geopotential number by the normal gravity value computed on the
 ML0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0059.degrees latitude (g = 980.6199 gals.).
 ML0059
 ML0059.The modeled gravity was interpolated from observed gravity values.
 ML0059
 ML0059;                    North         East    Units  Estimated Accuracy
 ML0059;SPC NE       -   202,000.      644,130.      MT  (+/- 180 meters Scaled)
 ML0059
 ML0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM608100(NAD 83)
 ML0059
 ML0059                          SUPERSEDED SURVEY CONTROL
 ML0059
 ML0059  NGVD 29 (??/??/92)  564.264  (m)         1851.26   (f) ADJ UNCH    2 0
 ML0059
 ML0059.Superseded values are not recommended for survey control.
 ML0059
 ML0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0059.See file dsdata.pdf to determine how the superseded data were derived.
 ML0059
 ML0059_MARKER: DB = BENCH MARK DISK
 ML0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0059_STAMPING: U 335 1950
 ML0059_MARK LOGO: CGS
 ML0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0059+STABILITY: SURFACE MOTION
 ML0059
 ML0059  HISTORY     - Date     Condition        Report By
 ML0059  HISTORY     - 1950     MONUMENTED       CGS
 ML0059
 ML0059                          STATION DESCRIPTION
 ML0059
 ML0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0059'2 MI NW FROM PRIMROSE.
 ML0059'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0059'AT PRIMROSE, AT A ROAD CROSSING, 59 FEET NORTH OF THE CENTER LINE
 ML0059'OF THE ROAD, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 62 FEET
 ML0059'NORTHWEST OF A FENCE CORNER, 22 FEET SOUTHEAST OF A TELEPHONE POLE,
 ML0059'1.2 FEET SOUTHWEST OF A FENCE, 2.4 FEET SOUTHEAST OF A WITNESS
 ML0059'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0059'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0111 ***********************************************************************
 LH0111  DESIGNATION -  U 336
 LH0111  PID         -  LH0111
 LH0111  STATE/COUNTY-  NE/HALL
 LH0111  COUNTRY     -  US
 LH0111  USGS QUAD   -  DONIPHAN (2017)
 LH0111
 LH0111                         *CURRENT SURVEY CONTROL
 LH0111  ______________________________________________________________________
 LH0111* NAD 83(1986) POSITION- 40 46 14.     (N) 098 18 34.     (W)   SCALED
 LH0111* NAVD 88 ORTHO HEIGHT -   586.426 (meters)     1923.97  (feet) ADJUSTED
 LH0111  ______________________________________________________________________
 LH0111  GEOID HEIGHT    -        -25.195 (meters)                     GEOID18
 LH0111  DYNAMIC HEIGHT  -        586.111 (meters)     1922.93  (feet) COMP
 LH0111  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 LH0111
 LH0111  VERT ORDER      -  SECOND    CLASS 0
 LH0111
 LH0111.The horizontal coordinates were scaled from a map and have
 LH0111.an estimated accuracy of +/- 6 seconds.
 LH0111
 LH0111.The orthometric height was determined by differential leveling and
 LH0111.adjusted by the NATIONAL GEODETIC SURVEY
 LH0111.in June 1991.
 LH0111
 LH0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0111.GEOID18 height accuracy estimate available here.
 LH0111
 LH0111.Click photographs - Photos may exist for this station.
 LH0111
 LH0111.The dynamic height is computed by dividing the NAVD 88
 LH0111.geopotential number by the normal gravity value computed on the
 LH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0111.degrees latitude (g = 980.6199 gals.).
 LH0111
 LH0111.The modeled gravity was interpolated from observed gravity values.
 LH0111
 LH0111;                    North         East    Units  Estimated Accuracy
 LH0111;SPC NE       -   105,450.      642,680.      MT  (+/- 180 meters Scaled)
 LH0111
 LH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL582135(NAD 83)
 LH0111
 LH0111                          SUPERSEDED SURVEY CONTROL
 LH0111
 LH0111  NGVD 29 (??/??/92)  586.189  (m)         1923.19   (f) ADJ UNCH    2 0
 LH0111
 LH0111.Superseded values are not recommended for survey control.
 LH0111
 LH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0111.See file dsdata.pdf to determine how the superseded data were derived.
 LH0111
 LH0111_MARKER: DB = BENCH MARK DISK
 LH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0111_STAMPING: U 336 1950
 LH0111_MARK LOGO: CGS
 LH0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0111+STABILITY: SURFACE MOTION
 LH0111
 LH0111  HISTORY     - Date     Condition        Report By
 LH0111  HISTORY     - 1950     MONUMENTED       CGS
 LH0111
 LH0111                          STATION DESCRIPTION
 LH0111
 LH0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0111'3 MI E FROM DONIPHAN.
 LH0111'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0111'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 1.55 MILES EAST
 LH0111'ALONG A GRAVELED ROAD, AT THE PETE KREIDAR FARMHOUSE, 61 FEET
 LH0111'SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH, 46 FEET WEST OF THE
 LH0111'CENTER LINE OF A PRIVATE DRIVEWAY, 36 FEET NORTH OF THE CENTER
 LH0111'LINE OF THE GRAVELED ROAD, 18 FEET SOUTHEAST OF A 14 INCH PINE
 LH0111'TREE, 4.2 FEET EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 LH0111'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0496 ***********************************************************************
 ML0496  DESIGNATION -  U 337
 ML0496  PID         -  ML0496
 ML0496  STATE/COUNTY-  NE/VALLEY
 ML0496  COUNTRY     -  US
 ML0496  USGS QUAD   -  ORD NW (2017)
 ML0496
 ML0496                         *CURRENT SURVEY CONTROL
 ML0496  ______________________________________________________________________
 ML0496* NAD 83(1986) POSITION- 41 38 44.     (N) 098 58 10.     (W)   SCALED
 ML0496* NAVD 88 ORTHO HEIGHT -   635.483 (meters)     2084.91  (feet) ADJUSTED
 ML0496  ______________________________________________________________________
 ML0496  GEOID HEIGHT    -        -23.885 (meters)                     GEOID18
 ML0496  DYNAMIC HEIGHT  -        635.170 (meters)     2083.89  (feet) COMP
 ML0496  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 ML0496
 ML0496  VERT ORDER      -  SECOND    CLASS 0
 ML0496
 ML0496.The horizontal coordinates were scaled from a map and have
 ML0496.an estimated accuracy of +/- 6 seconds.
 ML0496
 ML0496.The orthometric height was determined by differential leveling and
 ML0496.adjusted by the NATIONAL GEODETIC SURVEY
 ML0496.in June 1991.
 ML0496
 ML0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0496.GEOID18 height accuracy estimate available here.
 ML0496
 ML0496.Click photographs - Photos may exist for this station.
 ML0496
 ML0496.The dynamic height is computed by dividing the NAVD 88
 ML0496.geopotential number by the normal gravity value computed on the
 ML0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0496.degrees latitude (g = 980.6199 gals.).
 ML0496
 ML0496.The modeled gravity was interpolated from observed gravity values.
 ML0496
 ML0496;                    North         East    Units  Estimated Accuracy
 ML0496;SPC NE       -   201,710.      585,820.      MT  (+/- 180 meters Scaled)
 ML0496
 ML0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM025104(NAD 83)
 ML0496
 ML0496                          SUPERSEDED SURVEY CONTROL
 ML0496
 ML0496  NGVD 29 (??/??/92)  635.223  (m)         2084.06   (f) ADJ UNCH    2 0
 ML0496
 ML0496.Superseded values are not recommended for survey control.
 ML0496
 ML0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0496.See file dsdata.pdf to determine how the superseded data were derived.
 ML0496
 ML0496_MARKER: DB = BENCH MARK DISK
 ML0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0496_SP_SET: CULVERT HEADWALL
 ML0496_STAMPING: U 337 1950
 ML0496_MARK LOGO: CGS
 ML0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0496+STABILITY: SURFACE MOTION
 ML0496
 ML0496  HISTORY     - Date     Condition        Report By
 ML0496  HISTORY     - 1950     MONUMENTED       CGS
 ML0496  HISTORY     - 1985     GOOD             NEDR
 ML0496  HISTORY     - 1985     GOOD             NGS
 ML0496
 ML0496                          STATION DESCRIPTION
 ML0496
 ML0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0496'3 MI SE FROM ELYRIA.
 ML0496'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0496'AT ELYRIA, 0.75 MILE SOUTHEAST OF BENCH MARK W 125, 0.15 MILE
 ML0496'WEST OF A FARMHOUSE, WHICH IS ON THE NORTHEAST SIDE OF THE
 ML0496'HIGHWAY, 58 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO,
 ML0496'BURLINGTON AND QUINCY RAILROAD, 21 FEET NORTHEAST OF THE CENTER
 ML0496'LINE OF THE HIGHWAY, ABOUT 1.0 FOOT LOWER THAN THE HIGHWAY, AND
 ML0496'SET IN THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL OF A
 ML0496'5-FOOT CONCRETE CULVERT UNDER STATE HIGHWAY 11.  NOTE-- THIS
 ML0496'BENCH MARK IS LOCATED 1.1 MILE NORTHWEST OF BENCH MARK V 125
 ML0496'1935.
 ML0496
 ML0496                          STATION RECOVERY (1985)
 ML0496
 ML0496'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0496'RECOVERED IN GOOD CONDITION.
 ML0496
 ML0496                          STATION RECOVERY (1985)
 ML0496
 ML0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0496'4.83 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0496'OFFICE AT ELYRIA, 6.4 M (21.0 FT) NORTHEAST FROM THE CENTERLINE OF
 ML0496'THE HIGHWAY AND IN THE CENTER OF THE OF A CONCRETE CULVERT UNDER THE
 ML0496'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0444 ***********************************************************************
 NP0444  DESIGNATION -  U 340
 NP0444  PID         -  NP0444
 NP0444  STATE/COUNTY-  NE/SIOUX
 NP0444  COUNTRY     -  US
 NP0444  USGS QUAD   -  KYLE CREEK (2017)
 NP0444
 NP0444                         *CURRENT SURVEY CONTROL
 NP0444  ______________________________________________________________________
 NP0444* NAD 83(1986) POSITION- 42 37 08.     (N) 103 41 19.     (W)   SCALED
 NP0444* NAVD 88 ORTHO HEIGHT -  1312.846 (meters)     4307.23  (feet) ADJUSTED
 NP0444  ______________________________________________________________________
 NP0444  GEOID HEIGHT    -        -16.851 (meters)                     GEOID18
 NP0444  DYNAMIC HEIGHT  -       1312.083 (meters)     4304.73  (feet) COMP
 NP0444  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 NP0444
 NP0444  VERT ORDER      -  FIRST     CLASS II
 NP0444
 NP0444.The horizontal coordinates were scaled from a map and have
 NP0444.an estimated accuracy of +/- 6 seconds.
 NP0444
 NP0444.The orthometric height was determined by differential leveling and
 NP0444.adjusted by the NATIONAL GEODETIC SURVEY
 NP0444.in June 1991.
 NP0444
 NP0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0444.GEOID18 height accuracy estimate available here.
 NP0444
 NP0444.Click photographs - Photos may exist for this station.
 NP0444
 NP0444.The dynamic height is computed by dividing the NAVD 88
 NP0444.geopotential number by the normal gravity value computed on the
 NP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0444.degrees latitude (g = 980.6199 gals.).
 NP0444
 NP0444.The modeled gravity was interpolated from observed gravity values.
 NP0444
 NP0444;                    North         East    Units  Estimated Accuracy
 NP0444;SPC NE       -   315,740.      197,510.      MT  (+/- 180 meters Scaled)
 NP0444
 NP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH075193(NAD 83)
 NP0444
 NP0444                          SUPERSEDED SURVEY CONTROL
 NP0444
 NP0444  NGVD 29 (??/??/92) 1312.190  (m)         4305.08   (f) ADJ UNCH    1 2
 NP0444
 NP0444.Superseded values are not recommended for survey control.
 NP0444
 NP0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0444.See file dsdata.pdf to determine how the superseded data were derived.
 NP0444
 NP0444_MARKER: DB = BENCH MARK DISK
 NP0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0444_SP_SET: PIER
 NP0444_STAMPING: U 340 1954
 NP0444_MARK LOGO: CGS
 NP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0444
 NP0444  HISTORY     - Date     Condition        Report By
 NP0444  HISTORY     - 1954     MONUMENTED       CGS
 NP0444
 NP0444                          STATION DESCRIPTION
 NP0444
 NP0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0444'11.7 MI SE FROM HARRISON.
 NP0444'11.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0444'FROM THE STATION AT HARRISON, 10 POLES EAST OF MILEPOST 449, 5
 NP0444'FEET NORTHWEST OF THE NORTHWEST RAIL, 6 FEET BELOW THE TOP OF THE
 NP0444'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 NP0444'CONCRETE PIER OF A STEEL GIRDER BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0450 ***********************************************************************
 NP0450  DESIGNATION -  U 341
 NP0450  PID         -  NP0450
 NP0450  STATE/COUNTY-  NE/SIOUX
 NP0450  COUNTRY     -  US
 NP0450  USGS QUAD   -  HARRISON EAST (2017)
 NP0450
 NP0450                         *CURRENT SURVEY CONTROL
 NP0450  ______________________________________________________________________
 NP0450* NAD 83(1986) POSITION- 42 38 42.     (N) 103 45 35.     (W)   SCALED
 NP0450* NAVD 88 ORTHO HEIGHT -  1374.146 (meters)     4508.34  (feet) ADJUSTED
 NP0450  ______________________________________________________________________
 NP0450  GEOID HEIGHT    -        -16.581 (meters)                     GEOID18
 NP0450  DYNAMIC HEIGHT  -       1373.336 (meters)     4505.69  (feet) COMP
 NP0450  MODELED GRAVITY -    979,983.5   (mgal)                       NAVD 88
 NP0450
 NP0450  VERT ORDER      -  FIRST     CLASS II
 NP0450
 NP0450.The horizontal coordinates were scaled from a map and have
 NP0450.an estimated accuracy of +/- 6 seconds.
 NP0450
 NP0450.The orthometric height was determined by differential leveling and
 NP0450.adjusted by the NATIONAL GEODETIC SURVEY
 NP0450.in June 1991.
 NP0450
 NP0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0450.GEOID18 height accuracy estimate available here.
 NP0450
 NP0450.Click photographs - Photos may exist for this station.
 NP0450
 NP0450.The dynamic height is computed by dividing the NAVD 88
 NP0450.geopotential number by the normal gravity value computed on the
 NP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0450.degrees latitude (g = 980.6199 gals.).
 NP0450
 NP0450.The modeled gravity was interpolated from observed gravity values.
 NP0450
 NP0450;                    North         East    Units  Estimated Accuracy
 NP0450;SPC NE       -   318,890.      191,810.      MT  (+/- 180 meters Scaled)
 NP0450
 NP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH016221(NAD 83)
 NP0450
 NP0450                          SUPERSEDED SURVEY CONTROL
 NP0450
 NP0450  NGVD 29 (??/??/92) 1373.474  (m)         4506.14   (f) ADJ UNCH    1 2
 NP0450
 NP0450.Superseded values are not recommended for survey control.
 NP0450
 NP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0450.See file dsdata.pdf to determine how the superseded data were derived.
 NP0450
 NP0450_MARKER: DB = BENCH MARK DISK
 NP0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0450_STAMPING: U 341 1954
 NP0450_MARK LOGO: CGS
 NP0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0450+STABILITY: SURFACE MOTION
 NP0450
 NP0450  HISTORY     - Date     Condition        Report By
 NP0450  HISTORY     - 1954     MONUMENTED       CGS
 NP0450
 NP0450                          STATION DESCRIPTION
 NP0450
 NP0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0450'7.4 MI SE FROM HARRISON.
 NP0450'7.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0450'FROM THE STATION AT HARRISON, 94 FEET SOUTHWEST OF THE SOUTHWEST
 NP0450'RAIL, 50 FEET SOUTHWEST OF THE 1ST POLE NORTHWEST OF MILEPOST
 NP0450'453, 3 FEET NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS
 NP0450'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0450'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0155 ***********************************************************************
 NP0155  DESIGNATION -  U 342
 NP0155  PID         -  NP0155
 NP0155  STATE/COUNTY-  NE/BOX BUTTE
 NP0155  COUNTRY     -  US
 NP0155  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0155
 NP0155                         *CURRENT SURVEY CONTROL
 NP0155  ______________________________________________________________________
 NP0155* NAD 83(1986) POSITION- 42 13 16.     (N) 102 59 02.     (W)   SCALED
 NP0155* NAVD 88 ORTHO HEIGHT -  1261.098 (meters)     4137.45  (feet) POSTED
 NP0155  ______________________________________________________________________
 NP0155  GEOID HEIGHT    -        -18.447 (meters)                     GEOID18
 NP0155  DYNAMIC HEIGHT  -       1260.36  (meters)     4135.0   (feet) COMP
 NP0155  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 NP0155
 NP0155  VERT ORDER      -  * POSTED, SEE BELOW
 NP0155
 NP0155.The horizontal coordinates were scaled from a map and have
 NP0155.an estimated accuracy of +/- 6 seconds.
 NP0155
 NP0155.The orthometric height was determined by differential leveling
 NP0155.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0155
 NP0155.* This is a POSTED BENCH MARK height.
 NP0155
 NP0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0155.GEOID18 height accuracy estimate available here.
 NP0155
 NP0155.Click photographs - Photos may exist for this station.
 NP0155
 NP0155.The dynamic height is computed by dividing the NAVD 88
 NP0155.geopotential number by the normal gravity value computed on the
 NP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0155.degrees latitude (g = 980.6199 gals.).
 NP0155
 NP0155.The modeled gravity was interpolated from observed gravity values.
 NP0155
 NP0155;                    North         East    Units  Estimated Accuracy
 NP0155;SPC NE       -   269,360.      253,750.      MT  (+/- 180 meters Scaled)
 NP0155
 NP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG663762(NAD 83)
 NP0155
 NP0155                          SUPERSEDED SURVEY CONTROL
 NP0155
 NP0155  NGVD 29 (??/??/92) 1260.493  (m)         4135.47   (f) ADJ UNCH    1 2
 NP0155
 NP0155.Superseded values are not recommended for survey control.
 NP0155
 NP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0155.See file dsdata.pdf to determine how the superseded data were derived.
 NP0155
 NP0155_MARKER: DB = BENCH MARK DISK
 NP0155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0155_SP_SET: SMALL BRIDGE ABUTMENT
 NP0155_STAMPING: U 342 1956
 NP0155_MARK LOGO: CGS
 NP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0155+STABILITY: SURFACE MOTION
 NP0155
 NP0155  HISTORY     - Date     Condition        Report By
 NP0155  HISTORY     - 1956     MONUMENTED       CGS
 NP0155  HISTORY     - 1985     SEE DESCRIPTION  NGS
 NP0155
 NP0155                          STATION DESCRIPTION
 NP0155
 NP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0155'8.5 MI SE FROM HEMINGFORD.
 NP0155'8.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0155'RAILROAD FROM THE STATION AT HEMINGFORD, 0.5 MILE NORTHWEST OF
 NP0155'THE STATION SIGN AT BEREA, AT THE NORTHWEST END OF A SIDE TRACK,
 NP0155'8 1/2 POLES NORTHWEST OF MILEPOST 376, 11.5 FEET NORTHEAST OF
 NP0155'THE NORTHEAST RAIL OF THE MAIN TRACK, 8.4 FEET NORTH OF A SWITCH
 NP0155'STAND, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 NP0155'THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A SMALL BRIDGE,
 NP0155'IN SECTION 13, TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0155
 NP0155                          STATION RECOVERY (1985)
 NP0155
 NP0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0155'RECOVERED IN THE DESCRIBED LOCATION, IT APPEARS TO BE IN GOOD
 NP0155'CONDITION, HOWEVER THE DISK IS COVERED WITH 6 FEET OF CROSS TIES AND
 NP0155'THE EDGE OF THE DISK IS ALL THAT CAN BE SEEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0298 ***********************************************************************
 NP0298  DESIGNATION -  U 343
 NP0298  PID         -  NP0298
 NP0298  STATE/COUNTY-  NE/DAWES
 NP0298  COUNTRY     -  US
 NP0298  USGS QUAD   -  BELMONT (2017)
 NP0298
 NP0298                         *CURRENT SURVEY CONTROL
 NP0298  ______________________________________________________________________
 NP0298* NAD 83(1986) POSITION- 42 35 45.     (N) 103 21 23.     (W)   SCALED
 NP0298* NAVD 88 ORTHO HEIGHT -  1282.652 (meters)     4208.17  (feet) POSTED
 NP0298  ______________________________________________________________________
 NP0298  GEOID HEIGHT    -        -17.746 (meters)                     GEOID18
 NP0298  DYNAMIC HEIGHT  -       1281.91  (meters)     4205.7   (feet) COMP
 NP0298  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 NP0298
 NP0298  VERT ORDER      -  * POSTED, SEE BELOW
 NP0298
 NP0298.The horizontal coordinates were scaled from a map and have
 NP0298.an estimated accuracy of +/- 6 seconds.
 NP0298
 NP0298.The orthometric height was determined by differential leveling
 NP0298.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0298
 NP0298.* This is a POSTED BENCH MARK height.
 NP0298
 NP0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0298.GEOID18 height accuracy estimate available here.
 NP0298
 NP0298.Click photographs - Photos may exist for this station.
 NP0298
 NP0298.The dynamic height is computed by dividing the NAVD 88
 NP0298.geopotential number by the normal gravity value computed on the
 NP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0298.degrees latitude (g = 980.6199 gals.).
 NP0298
 NP0298.The modeled gravity was interpolated from observed gravity values.
 NP0298
 NP0298;                    North         East    Units  Estimated Accuracy
 NP0298;SPC NE       -   312,070.      224,640.      MT  (+/- 180 meters Scaled)
 NP0298
 NP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH348172(NAD 83)
 NP0298
 NP0298                          SUPERSEDED SURVEY CONTROL
 NP0298
 NP0298  NGVD 29 (??/??/92) 1282.013  (m)         4206.07   (f) ADJ UNCH    1 2
 NP0298
 NP0298.Superseded values are not recommended for survey control.
 NP0298
 NP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0298.See file dsdata.pdf to determine how the superseded data were derived.
 NP0298
 NP0298_MARKER: DB = BENCH MARK DISK
 NP0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0298_STAMPING: U 343 1956
 NP0298_MARK LOGO: CGS
 NP0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0298+STABILITY: SURFACE MOTION
 NP0298
 NP0298  HISTORY     - Date     Condition        Report By
 NP0298  HISTORY     - 1956     MONUMENTED       CGS
 NP0298  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0298
 NP0298                          STATION DESCRIPTION
 NP0298
 NP0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0298'8 MI S FROM CRAWFORD.
 NP0298'8.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0298'FROM THE STATION AT CRAWFORD, 5 POLES SOUTH OF MILEPOST 415, 19
 NP0298'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 13.4 FEET EAST
 NP0298'OF THE EAST RAIL, 10 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 NP0298'3 FEET EAST OF A ROAD CROSSING SIGN, 2 FEET WEST OF A WITNESS
 NP0298'POST, AT THE NORTH END OF A CUT, SET IN THE TOP OF A CONCRETE
 NP0298'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 6,
 NP0298'TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0298
 NP0298                          STATION RECOVERY (1985)
 NP0298
 NP0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0298'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED AND TWO SETS OF TRACKS
 NP0298'NOW EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0558 ***********************************************************************
 NP0558  DESIGNATION -  U 343 RESET
 NP0558  PID         -  NP0558
 NP0558  STATE/COUNTY-  NE/DAWES
 NP0558  COUNTRY     -  US
 NP0558  USGS QUAD   -  BELMONT (2017)
 NP0558
 NP0558                         *CURRENT SURVEY CONTROL
 NP0558  ______________________________________________________________________
 NP0558* NAD 83(1986) POSITION- 42 35 40.     (N) 103 20 58.     (W)   SCALED
 NP0558* NAVD 88 ORTHO HEIGHT -  1284.122 (meters)     4212.99  (feet) ADJUSTED
 NP0558  ______________________________________________________________________
 NP0558  GEOID HEIGHT    -        -17.758 (meters)                     GEOID18
 NP0558  DYNAMIC HEIGHT  -       1283.383 (meters)     4210.57  (feet) COMP
 NP0558  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 NP0558
 NP0558  VERT ORDER      -  FIRST     CLASS II
 NP0558
 NP0558.The horizontal coordinates were scaled from a map and have
 NP0558.an estimated accuracy of +/- 6 seconds.
 NP0558
 NP0558.The orthometric height was determined by differential leveling and
 NP0558.adjusted by the NATIONAL GEODETIC SURVEY
 NP0558.in June 1991.
 NP0558
 NP0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0558.GEOID18 height accuracy estimate available here.
 NP0558
 NP0558.Click photographs - Photos may exist for this station.
 NP0558
 NP0558.The dynamic height is computed by dividing the NAVD 88
 NP0558.geopotential number by the normal gravity value computed on the
 NP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0558.degrees latitude (g = 980.6199 gals.).
 NP0558
 NP0558.The modeled gravity was interpolated from observed gravity values.
 NP0558
 NP0558;                    North         East    Units  Estimated Accuracy
 NP0558;SPC NE       -   311,900.      225,210.      MT  (+/- 180 meters Scaled)
 NP0558
 NP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354171(NAD 83)
 NP0558
 NP0558                          SUPERSEDED SURVEY CONTROL
 NP0558
 NP0558.No superseded survey control is available for this station.
 NP0558
 NP0558_MARKER: DV = VERTICAL CONTROL DISK
 NP0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0558_STAMPING: U 343 RESET 1981
 NP0558_MARK LOGO: NGS
 NP0558_PROJECTION: FLUSH
 NP0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0558+STABILITY: SURFACE MOTION
 NP0558
 NP0558  HISTORY     - Date     Condition        Report By
 NP0558  HISTORY     - 1981     MONUMENTED       NGS
 NP0558  HISTORY     - 1985     GOOD             NGS
 NP0558
 NP0558                          STATION DESCRIPTION
 NP0558
 NP0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0558'12.9 KM (8.0 MI) SE FROM CRAWFORD.
 NP0558'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0558'12.87 KM (8.0 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0558'FROM ITS STATION AT CRAWFORD, IN THE NORTHWEST CORNER OF THE CROSSING
 NP0558'OF A GRAVEL ROAD, NEAR A WIRE GATE, 28.8 METERS (94.5 FT) WEST OF THE
 NP0558'WEST RAIL (SLOPE DISTANT), 19.8 METERS (65 FT) SOUTH OF THE CENTER OF
 NP0558'THE ROAD AT THE WIRE GATE, 9.0 METERS (29.5 FT) SOUTH OF A FENCE AND
 NP0558'1.4 METERS (4.5 FT) SOUTH-SOUTHWEST OF A 4 BY 4 INCH WOODEN WITNESS
 NP0558'POST.
 NP0558'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NP0558'THE MARK IS 6.0 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0159 ***********************************************************************
 MN0159  DESIGNATION -  U 344
 MN0159  PID         -  MN0159
 MN0159  STATE/COUNTY-  NE/MORRILL
 MN0159  COUNTRY     -  US
 MN0159  USGS QUAD   -  ANGORA SE (2017)
 MN0159
 MN0159                         *CURRENT SURVEY CONTROL
 MN0159  ______________________________________________________________________
 MN0159* NAD 83(1986) POSITION- 41 50 19.     (N) 103 07 27.     (W)   SCALED
 MN0159* NAVD 88 ORTHO HEIGHT -  1291.774 (meters)     4238.10  (feet) POSTED
 MN0159  ______________________________________________________________________
 MN0159  GEOID HEIGHT    -        -19.248 (meters)                     GEOID18
 MN0159  DYNAMIC HEIGHT  -       1290.93  (meters)     4235.3   (feet) COMP
 MN0159  MODELED GRAVITY -    979,928.1   (mgal)                       NAVD 88
 MN0159
 MN0159  VERT ORDER      -  * POSTED, SEE BELOW
 MN0159
 MN0159.The horizontal coordinates were scaled from a map and have
 MN0159.an estimated accuracy of +/- 6 seconds.
 MN0159
 MN0159.The orthometric height was determined by differential leveling
 MN0159.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0159
 MN0159.* This is a POSTED BENCH MARK height.
 MN0159
 MN0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0159.GEOID18 height accuracy estimate available here.
 MN0159
 MN0159.Click photographs - Photos may exist for this station.
 MN0159
 MN0159.The dynamic height is computed by dividing the NAVD 88
 MN0159.geopotential number by the normal gravity value computed on the
 MN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0159.degrees latitude (g = 980.6199 gals.).
 MN0159
 MN0159.The modeled gravity was interpolated from observed gravity values.
 MN0159
 MN0159;                    North         East    Units  Estimated Accuracy
 MN0159;SPC NE       -   227,320.      240,650.      MT  (+/- 180 meters Scaled)
 MN0159
 MN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG557335(NAD 83)
 MN0159
 MN0159                          SUPERSEDED SURVEY CONTROL
 MN0159
 MN0159  NGVD 29 (??/??/92) 1291.123  (m)         4235.96   (f) ADJ UNCH    1 2
 MN0159
 MN0159.Superseded values are not recommended for survey control.
 MN0159
 MN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0159.See file dsdata.pdf to determine how the superseded data were derived.
 MN0159
 MN0159_MARKER: DB = BENCH MARK DISK
 MN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0159_STAMPING: U 344 1956
 MN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0159+STABILITY: SURFACE MOTION
 MN0159
 MN0159  HISTORY     - Date     Condition        Report By
 MN0159  HISTORY     - 1956     MONUMENTED       CGS
 MN0159  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0159
 MN0159                          STATION DESCRIPTION
 MN0159
 MN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0159'0.8 MI S FROM ANGORA.
 MN0159'0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0159'FROM THE STATION AT ANGORA, 14 POLES NORTHWEST OF MILEPOST 23,
 MN0159'42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET NORTHEAST OF A
 MN0159'FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MN0159'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MN0159'NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0159
 MN0159                          STATION RECOVERY (1985)
 MN0159
 MN0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0159'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1713 ***********************************************************************
 MK1713  DESIGNATION -  U 345
 MK1713  PID         -  MK1713
 MK1713  STATE/COUNTY-  NE/PLATTE
 MK1713  COUNTRY     -  US
 MK1713  USGS QUAD   -  LINDSAY SW (2017)
 MK1713
 MK1713                         *CURRENT SURVEY CONTROL
 MK1713  ______________________________________________________________________
 MK1713* NAD 83(1986) POSITION- 41 37 19.     (N) 097 38 20.     (W)   SCALED
 MK1713* NAVD 88 ORTHO HEIGHT -   491.219 (meters)     1611.61  (feet) ADJUSTED
 MK1713  ______________________________________________________________________
 MK1713  GEOID HEIGHT    -        -24.813 (meters)                     GEOID18
 MK1713  DYNAMIC HEIGHT  -        491.004 (meters)     1610.90  (feet) COMP
 MK1713  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 MK1713
 MK1713  VERT ORDER      -  SECOND    CLASS 0
 MK1713
 MK1713.The horizontal coordinates were scaled from a map and have
 MK1713.an estimated accuracy of +/- 6 seconds.
 MK1713
 MK1713.The orthometric height was determined by differential leveling and
 MK1713.adjusted by the NATIONAL GEODETIC SURVEY
 MK1713.in June 1991.
 MK1713
 MK1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1713.GEOID18 height accuracy estimate available here.
 MK1713
 MK1713.Click photographs - Photos may exist for this station.
 MK1713
 MK1713.The dynamic height is computed by dividing the NAVD 88
 MK1713.geopotential number by the normal gravity value computed on the
 MK1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1713.degrees latitude (g = 980.6199 gals.).
 MK1713
 MK1713.The modeled gravity was interpolated from observed gravity values.
 MK1713
 MK1713;                    North         East    Units  Estimated Accuracy
 MK1713;SPC NE       -   201,270.      696,680.      MT  (+/- 180 meters Scaled)
 MK1713
 MK1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM133086(NAD 83)
 MK1713
 MK1713                          SUPERSEDED SURVEY CONTROL
 MK1713
 MK1713  NGVD 29 (??/??/92)  491.023  (m)         1610.96   (f) ADJ UNCH    2 0
 MK1713
 MK1713.Superseded values are not recommended for survey control.
 MK1713
 MK1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1713.See file dsdata.pdf to determine how the superseded data were derived.
 MK1713
 MK1713_MARKER: DB = BENCH MARK DISK
 MK1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1713_STAMPING: U 345 1957
 MK1713_MARK LOGO: CGS
 MK1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1713+STABILITY: SURFACE MOTION
 MK1713
 MK1713  HISTORY     - Date     Condition        Report By
 MK1713  HISTORY     - 1957     MONUMENTED       CGS
 MK1713  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1713
 MK1713                          STATION DESCRIPTION
 MK1713
 MK1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1713'7.8 MI SE FROM LINDSAY.
 MK1713'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1713'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1713'SOUTHEAST ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH, THENCE
 MK1713'1.3 MILES EAST ALONG A WINDING ROAD, THENCE 2.4 MILES SOUTH,
 MK1713'IN SECTION 13, T. 19 N., R. 3 W., 37 FEET WEST OF THE
 MK1713'CENTER LINE OF THE ROAD, 41 FEET NORTHWEST OF THE NORTHWEST
 MK1713'CORNER OF A BRIDGE OVER A CREEK, 11 FEET SOUTH OF THE
 MK1713'CENTER OF A FIELD ENTRANCE ROAD, 2 FEET EAST OF A WHITE
 MK1713'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 MK1713'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK1713
 MK1713                          STATION RECOVERY (1989)
 MK1713
 MK1713'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1713'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0146 ***********************************************************************
 NO0146  DESIGNATION -  U 346
 NO0146  PID         -  NO0146
 NO0146  STATE/COUNTY-  NE/CHERRY
 NO0146  COUNTRY     -  US
 NO0146  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0146
 NO0146                         *CURRENT SURVEY CONTROL
 NO0146  ______________________________________________________________________
 NO0146* NAD 83(1986) POSITION- 42 56 15.     (N) 100 47 34.     (W)   SCALED
 NO0146* NAVD 88 ORTHO HEIGHT -   828.953 (meters)     2719.66  (feet) ADJUSTED
 NO0146  ______________________________________________________________________
 NO0146  GEOID HEIGHT    -        -21.406 (meters)                     GEOID18
 NO0146  DYNAMIC HEIGHT  -        828.620 (meters)     2718.56  (feet) COMP
 NO0146  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 NO0146
 NO0146  VERT ORDER      -  FIRST     CLASS II
 NO0146
 NO0146.The horizontal coordinates were scaled from a map and have
 NO0146.an estimated accuracy of +/- 6 seconds.
 NO0146
 NO0146.The orthometric height was determined by differential leveling and
 NO0146.adjusted by the NATIONAL GEODETIC SURVEY
 NO0146.in June 1991.
 NO0146
 NO0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0146.GEOID18 height accuracy estimate available here.
 NO0146
 NO0146.Click photographs - Photos may exist for this station.
 NO0146
 NO0146.The dynamic height is computed by dividing the NAVD 88
 NO0146.geopotential number by the normal gravity value computed on the
 NO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0146.degrees latitude (g = 980.6199 gals.).
 NO0146
 NO0146.The modeled gravity was interpolated from observed gravity values.
 NO0146
 NO0146;                    North         East    Units  Estimated Accuracy
 NO0146;SPC NE       -   344,980.      435,290.      MT  (+/- 180 meters Scaled)
 NO0146
 NO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN537554(NAD 83)
 NO0146
 NO0146                          SUPERSEDED SURVEY CONTROL
 NO0146
 NO0146  NGVD 29 (??/??/92)  828.641  (m)         2718.63   (f) ADJ UNCH    1 2
 NO0146
 NO0146.Superseded values are not recommended for survey control.
 NO0146
 NO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0146.See file dsdata.pdf to determine how the superseded data were derived.
 NO0146
 NO0146_MARKER: DB = BENCH MARK DISK
 NO0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0146_STAMPING: U 346 1957
 NO0146_MARK LOGO: CGS
 NO0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0146+STABILITY: SURFACE MOTION
 NO0146
 NO0146  HISTORY     - Date     Condition        Report By
 NO0146  HISTORY     - 1957     MONUMENTED       CGS
 NO0146
 NO0146                          STATION DESCRIPTION
 NO0146
 NO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0146'2.2 MI W FROM CROOKSTON.
 NO0146'ABOUT 2.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0146'FROM THE STATION AT CROOKSTON, IN SECTION 12, T. 34 N., R. 30 W.,
 NO0146'149 FEET NORTH AND ACROSS THE TRACK FROM MILE POST 283, 93 FEET
 NO0146'NORTH-NORTHEAST OF THE NEAR RAIL, 144 FEET NORTHEAST OF THE CENTER
 NO0146'OF THE CROSSING OF THE ROAD AND TRACK, 94 FEET EAST-SOUTHEAST OF
 NO0146'THE CENTER LINE OF THE CROSS ROAD, 4 FEET SOUTHWEST OF A POWER
 NO0146'POLE, 2 FEET SOUTHWEST OF A FENCE LINE, 2 1/2 FEET NORTHWEST OF
 NO0146'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK AND
 NO0146'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0266 ***********************************************************************
 NP0266  DESIGNATION -  U 347
 NP0266  PID         -  NP0266
 NP0266  STATE/COUNTY-  NE/DAWES
 NP0266  COUNTRY     -  US
 NP0266  USGS QUAD   -  CRAWFORD (2017)
 NP0266
 NP0266                         *CURRENT SURVEY CONTROL
 NP0266  ______________________________________________________________________
 NP0266* NAD 83(1986) POSITION- 42 43 38.     (N) 103 22 29.     (W)   SCALED
 NP0266* NAVD 88 ORTHO HEIGHT -  1096.910 (meters)     3598.78  (feet) ADJUSTED
 NP0266  ______________________________________________________________________
 NP0266  GEOID HEIGHT    -        -17.602 (meters)                     GEOID18
 NP0266  DYNAMIC HEIGHT  -       1096.330 (meters)     3596.88  (feet) COMP
 NP0266  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 NP0266
 NP0266  VERT ORDER      -  FIRST     CLASS II
 NP0266
 NP0266.The horizontal coordinates were scaled from a map and have
 NP0266.an estimated accuracy of +/- 6 seconds.
 NP0266
 NP0266.The orthometric height was determined by differential leveling and
 NP0266.adjusted by the NATIONAL GEODETIC SURVEY
 NP0266.in June 1991.
 NP0266
 NP0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0266.GEOID18 height accuracy estimate available here.
 NP0266
 NP0266.Click photographs - Photos may exist for this station.
 NP0266
 NP0266.The dynamic height is computed by dividing the NAVD 88
 NP0266.geopotential number by the normal gravity value computed on the
 NP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0266.degrees latitude (g = 980.6199 gals.).
 NP0266
 NP0266.The modeled gravity was interpolated from observed gravity values.
 NP0266
 NP0266;                    North         East    Units  Estimated Accuracy
 NP0266;SPC NE       -   326,710.      223,710.      MT  (+/- 180 meters Scaled)
 NP0266
 NP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH330318(NAD 83)
 NP0266
 NP0266                          SUPERSEDED SURVEY CONTROL
 NP0266
 NP0266  NGVD 29 (??/??/92) 1096.328  (m)         3596.87   (f) ADJ UNCH    1 2
 NP0266
 NP0266.Superseded values are not recommended for survey control.
 NP0266
 NP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0266.See file dsdata.pdf to determine how the superseded data were derived.
 NP0266
 NP0266_MARKER: DB = BENCH MARK DISK
 NP0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0266_STAMPING: U 347 1957
 NP0266_MARK LOGO: CGS
 NP0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0266+STABILITY: SURFACE MOTION
 NP0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0266+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0266
 NP0266  HISTORY     - Date     Condition        Report By
 NP0266  HISTORY     - 1957     MONUMENTED       CGS
 NP0266  HISTORY     - 1985     GOOD             NGS
 NP0266  HISTORY     - 19991006 GOOD             NGS
 NP0266
 NP0266                          STATION DESCRIPTION
 NP0266
 NP0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0266'3.6 MI NE FROM CRAWFORD.
 NP0266'ABOUT 3.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0266'RAILWAY FROM THE STATION AT CRAWFORD, 6 FEET NORTH OF MILEPOST
 NP0266'429, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 106 FEET NORTHWEST
 NP0266'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET SOUTHWEST OF A
 NP0266'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE RAIL AND IN THE TOP
 NP0266'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 NP0266
 NP0266                          STATION RECOVERY (1985)
 NP0266
 NP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0266'RECOVERED IN GOOD CONDITION.
 NP0266
 NP0266                          STATION RECOVERY (1999)
 NP0266
 NP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0266'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0266'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0266'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 3.8
 NP0266'KM (2.35 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, 32.1 M (105.3 FT)
 NP0266'NORTHWEST OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT) SOUTHEAST OF THE
 NP0266'NEAR RAIL OF THE DAKOTA MINNESOTA AND EASTERN RAILROAD, 2.4 M (7.9 FT)
 NP0266'SOUTHEAST OF RAILROAD MILEPOST 429, 0.5 M (1.6 FT) NORTHEAST OF A
 NP0266'WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 NP0266'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 NP0266'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0240 ***********************************************************************
 NP0240  DESIGNATION -  U 348
 NP0240  PID         -  NP0240
 NP0240  STATE/COUNTY-  NE/DAWES
 NP0240  COUNTRY     -  US
 NP0240  USGS QUAD   -  CHADRON WEST (2017)
 NP0240
 NP0240                         *CURRENT SURVEY CONTROL
 NP0240  ______________________________________________________________________
 NP0240* NAD 83(1986) POSITION- 42 51 22.     (N) 103 04 05.     (W)   SCALED
 NP0240* NAVD 88 ORTHO HEIGHT -   998.343 (meters)     3275.40  (feet) ADJUSTED
 NP0240  ______________________________________________________________________
 NP0240  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 NP0240  DYNAMIC HEIGHT  -        997.850 (meters)     3273.78  (feet) COMP
 NP0240  MODELED GRAVITY -    980,094.1   (mgal)                       NAVD 88
 NP0240
 NP0240  VERT ORDER      -  FIRST     CLASS II
 NP0240
 NP0240.The horizontal coordinates were scaled from a map and have
 NP0240.an estimated accuracy of +/- 6 seconds.
 NP0240
 NP0240.The orthometric height was determined by differential leveling and
 NP0240.adjusted by the NATIONAL GEODETIC SURVEY
 NP0240.in June 1991.
 NP0240
 NP0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0240.GEOID18 height accuracy estimate available here.
 NP0240
 NP0240.Click photographs - Photos may exist for this station.
 NP0240
 NP0240.The dynamic height is computed by dividing the NAVD 88
 NP0240.geopotential number by the normal gravity value computed on the
 NP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0240.degrees latitude (g = 980.6199 gals.).
 NP0240
 NP0240.The modeled gravity was interpolated from observed gravity values.
 NP0240
 NP0240;                    North         East    Units  Estimated Accuracy
 NP0240;SPC NE       -   340,090.      249,310.      MT  (+/- 180 meters Scaled)
 NP0240
 NP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH578466(NAD 83)
 NP0240
 NP0240                          SUPERSEDED SURVEY CONTROL
 NP0240
 NP0240  NGVD 29 (??/??/92)  997.798  (m)         3273.61   (f) ADJ UNCH    1 2
 NP0240
 NP0240.Superseded values are not recommended for survey control.
 NP0240
 NP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0240.See file dsdata.pdf to determine how the superseded data were derived.
 NP0240
 NP0240_MARKER: DB = BENCH MARK DISK
 NP0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0240_STAMPING: U 348 1957
 NP0240_MARK LOGO: CGS
 NP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0240+STABILITY: SURFACE MOTION
 NP0240
 NP0240  HISTORY     - Date     Condition        Report By
 NP0240  HISTORY     - 1957     MONUMENTED       CGS
 NP0240
 NP0240                          STATION DESCRIPTION
 NP0240
 NP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0240'4 MI NW FROM CHADRON.
 NP0240'ABOUT 4.05 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0240'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 10, T. 33 N.,
 NP0240'R. 49 W., 92 FEET NORTH AND ACROSS THE TRACK FROM THE NINETH
 NP0240'POLE NORTHWEST OF MILEPOST 410, 10 RAILS WEST OF THE CENTER
 NP0240'OF THE CROSSING OF STATE HIGHWAY 19, 45 FEET NORTH OF THE NORTH
 NP0240'RAIL, 10 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTH OF A
 NP0240'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NP0240'LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH
 NP0240'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0274 ***********************************************************************
 NP0274  DESIGNATION -  U 349
 NP0274  PID         -  NP0274
 NP0274  STATE/COUNTY-  NE/DAWES
 NP0274  COUNTRY     -  US
 NP0274  USGS QUAD   -  CRAWFORD (2017)
 NP0274
 NP0274                         *CURRENT SURVEY CONTROL
 NP0274  ______________________________________________________________________
 NP0274* NAD 83(1986) POSITION- 42 44 30.     (N) 103 26 18.     (W)   SCALED
 NP0274* NAVD 88 ORTHO HEIGHT -  1127.868 (meters)     3700.35  (feet) ADJUSTED
 NP0274  ______________________________________________________________________
 NP0274  GEOID HEIGHT    -        -17.387 (meters)                     GEOID18
 NP0274  DYNAMIC HEIGHT  -       1127.273 (meters)     3698.39  (feet) COMP
 NP0274  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 NP0274
 NP0274  VERT ORDER      -  FIRST     CLASS II
 NP0274
 NP0274.The horizontal coordinates were scaled from a map and have
 NP0274.an estimated accuracy of +/- 6 seconds.
 NP0274
 NP0274.The orthometric height was determined by differential leveling and
 NP0274.adjusted by the NATIONAL GEODETIC SURVEY
 NP0274.in June 1991.
 NP0274
 NP0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0274.GEOID18 height accuracy estimate available here.
 NP0274
 NP0274.Click photographs - Photos may exist for this station.
 NP0274
 NP0274.The dynamic height is computed by dividing the NAVD 88
 NP0274.geopotential number by the normal gravity value computed on the
 NP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0274.degrees latitude (g = 980.6199 gals.).
 NP0274
 NP0274.The modeled gravity was interpolated from observed gravity values.
 NP0274
 NP0274;                    North         East    Units  Estimated Accuracy
 NP0274;SPC NE       -   328,520.      218,570.      MT  (+/- 180 meters Scaled)
 NP0274
 NP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH278333(NAD 83)
 NP0274
 NP0274                          SUPERSEDED SURVEY CONTROL
 NP0274
 NP0274  NGVD 29 (??/??/92) 1127.273  (m)         3698.39   (f) ADJ UNCH    1 2
 NP0274
 NP0274.Superseded values are not recommended for survey control.
 NP0274
 NP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0274.See file dsdata.pdf to determine how the superseded data were derived.
 NP0274
 NP0274_MARKER: DB = BENCH MARK DISK
 NP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0274_STAMPING: U 349 1957
 NP0274_MARK LOGO: CGS
 NP0274_PROJECTION: PROJECTING 8 CENTIMETERS
 NP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0274+STABILITY: SURFACE MOTION
 NP0274
 NP0274  HISTORY     - Date     Condition        Report By
 NP0274  HISTORY     - 1957     MONUMENTED       CGS
 NP0274  HISTORY     - 1985     GOOD             NGS
 NP0274
 NP0274                          STATION DESCRIPTION
 NP0274
 NP0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0274'4 MI NW FROM CRAWFORD.
 NP0274'ABOUT 4.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0274'QUINCY RAILROAD.  FROM THE STATION AT CRAWFORD, IN SECTION
 NP0274'16, T. 32 N., R. 52 W., 7 FEET NORTHEAST OF THE FOURTH POLE
 NP0274'SOUTHEAST OF MILEPOST 427, 44 FEET NORTHEAST OF THE NORTHEAST
 NP0274'RAIL, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST
 NP0274'OF A WHITE WOODEN WITNESS POST, 3 FEET LOWER THAN THE RAIL AND
 NP0274'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0274
 NP0274                          STATION RECOVERY (1985)
 NP0274
 NP0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0274'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0274'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0274'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0274'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 1.6
 NP0274'KM (1 MI) NORTH ALONG A GRAVEL ROAD (OLD HIGHWAY 2), THENCE 0.48 KM
 NP0274'(0.3 MI) EAST ALONG A DIRT FIELD ROAD TO THE CROSSING OF THE
 NP0274'BURLINGTON NORTHERN RAILROAD, AT THE THIRD POLE NORTH OF THE
 NP0274'CROSSING, 13.4 METERS (44 FT) NORTHEAST OF THE NORTHEAST RAIL, 2.1
 NP0274'METERS (7 FT) NORTHEAST OF THE FOURTH POLE SOUTHWEST OF MILEPOLE 427
 NP0274'AND 0.6 METER (2 FT) NORTHWEST OF A FENCE.
 NP0274'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 NP0274'THE MARK IS 0.9 M BELOW THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0526 ***********************************************************************
 NN0526  DESIGNATION -  U 35
 NN0526  PID         -  NN0526
 NN0526  STATE/COUNTY-  NE/KEYA PAHA
 NN0526  COUNTRY     -  US
 NN0526  USGS QUAD   -  MEADVILLE NE (2017)
 NN0526
 NN0526                         *CURRENT SURVEY CONTROL
 NN0526  ______________________________________________________________________
 NN0526* NAD 83(1986) POSITION- 42 54 12.     (N) 099 45 26.     (W)   SCALED
 NN0526* NAVD 88 ORTHO HEIGHT -   728.054 (meters)     2388.62  (feet) ADJUSTED
 NN0526  ______________________________________________________________________
 NN0526  GEOID HEIGHT    -        -23.845 (meters)                     GEOID18
 NN0526  DYNAMIC HEIGHT  -        727.770 (meters)     2387.69  (feet) COMP
 NN0526  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 NN0526
 NN0526  VERT ORDER      -  FIRST     CLASS II
 NN0526
 NN0526.The horizontal coordinates were scaled from a map and have
 NN0526.an estimated accuracy of +/- 6 seconds.
 NN0526
 NN0526.The orthometric height was determined by differential leveling and
 NN0526.adjusted by the NATIONAL GEODETIC SURVEY
 NN0526.in June 1991.
 NN0526
 NN0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0526.GEOID18 height accuracy estimate available here.
 NN0526
 NN0526.Click photographs - Photos may exist for this station.
 NN0526
 NN0526.The dynamic height is computed by dividing the NAVD 88
 NN0526.geopotential number by the normal gravity value computed on the
 NN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0526.degrees latitude (g = 980.6199 gals.).
 NN0526
 NN0526.The modeled gravity was interpolated from observed gravity values.
 NN0526
 NN0526;                    North         East    Units  Estimated Accuracy
 NN0526;SPC NE       -   340,910.      519,830.      MT  (+/- 180 meters Scaled)
 NN0526
 NN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN381503(NAD 83)
 NN0526
 NN0526                          SUPERSEDED SURVEY CONTROL
 NN0526
 NN0526  NGVD 29 (??/??/92)  727.767  (m)         2387.68   (f) ADJ UNCH    1 2
 NN0526
 NN0526.Superseded values are not recommended for survey control.
 NN0526
 NN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0526.See file dsdata.pdf to determine how the superseded data were derived.
 NN0526
 NN0526_MARKER: DB = BENCH MARK DISK
 NN0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0526_STAMPING: U 35 1934
 NN0526_MARK LOGO: CGS
 NN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0526+STABILITY: SURFACE MOTION
 NN0526
 NN0526  HISTORY     - Date     Condition        Report By
 NN0526  HISTORY     - 1934     MONUMENTED       CGS
 NN0526  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0526
 NN0526                          STATION DESCRIPTION
 NN0526
 NN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0526'5.8 MI N FROM SPRINGVIEW.
 NN0526'U-35 IS LOCATED 5.8 MILES NORTH OF COURTHOUSE AT SPRINGVIEW,
 NN0526'0.1 OF MILE EAST CORNER OF HIGHWAY FROM WEST, 38 FEET SOUTH
 NN0526'OF CENTERLINE OF U.S. HWY 83, 22 FEET WEST OF FARM ROAD LEADING
 NN0526'SOUTH, 6 FEET WEST OF CORNER OF FENCE, 1.5 FEET SOUTH OF FENCE
 NN0526'ALONG ROAD.  STANDARD TABLET SET IN TOP OF CONCRETE POST 2
 NN0526'INCHES HIGH.  STAMPED U 35 1934.
 NN0526
 NN0526                          STATION RECOVERY (1962)
 NN0526
 NN0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0526'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0003 ***********************************************************************
 NP0003  DESIGNATION -  U 350
 NP0003  PID         -  NP0003
 NP0003  STATE/COUNTY-  NE/CHERRY
 NP0003  COUNTRY     -  US
 NP0003  USGS QUAD   -  GORDON SE (2017)
 NP0003
 NP0003                         *CURRENT SURVEY CONTROL
 NP0003  ______________________________________________________________________
 NP0003* NAD 83(1986) POSITION- 42 50 40.     (N) 102 02 20.     (W)   SCALED
 NP0003* NAVD 88 ORTHO HEIGHT -  1089.358 (meters)     3574.00  (feet) ADJUSTED
 NP0003  ______________________________________________________________________
 NP0003  GEOID HEIGHT    -        -18.738 (meters)                     GEOID18
 NP0003  DYNAMIC HEIGHT  -       1088.843 (meters)     3572.31  (feet) COMP
 NP0003  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 NP0003
 NP0003  VERT ORDER      -  FIRST     CLASS II
 NP0003
 NP0003.The horizontal coordinates were scaled from a map and have
 NP0003.an estimated accuracy of +/- 6 seconds.
 NP0003
 NP0003.The orthometric height was determined by differential leveling and
 NP0003.adjusted by the NATIONAL GEODETIC SURVEY
 NP0003.in June 1991.
 NP0003
 NP0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0003.GEOID18 height accuracy estimate available here.
 NP0003
 NP0003.Click photographs - Photos may exist for this station.
 NP0003
 NP0003.The dynamic height is computed by dividing the NAVD 88
 NP0003.geopotential number by the normal gravity value computed on the
 NP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0003.degrees latitude (g = 980.6199 gals.).
 NP0003
 NP0003.The modeled gravity was interpolated from observed gravity values.
 NP0003
 NP0003;                    North         East    Units  Estimated Accuracy
 NP0003;SPC NE       -   336,310.      333,360.      MT  (+/- 180 meters Scaled)
 NP0003
 NP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH419477(NAD 83)
 NP0003
 NP0003                          SUPERSEDED SURVEY CONTROL
 NP0003
 NP0003  NGVD 29 (??/??/92) 1088.881  (m)         3572.44   (f) ADJ UNCH    1 2
 NP0003
 NP0003.Superseded values are not recommended for survey control.
 NP0003
 NP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0003.See file dsdata.pdf to determine how the superseded data were derived.
 NP0003
 NP0003_MARKER: DB = BENCH MARK DISK
 NP0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0003_STAMPING: U 350 1957
 NP0003_MARK LOGO: CGS
 NP0003_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0003
 NP0003  HISTORY     - Date     Condition        Report By
 NP0003  HISTORY     - 1957     MONUMENTED       CGS
 NP0003
 NP0003                          STATION DESCRIPTION
 NP0003
 NP0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0003'8.6 MI NE FROM GORDON.
 NP0003'ABOUT 8.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0003'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W., AND
 NP0003'IN THE CENTER OF THE SECTION LINE BETWEEN SECTIONS 9 AND 16., AT
 NP0003'THE SOUTHWEST END OF A SMALL SANDY CUT, IN LINE WITH A ROW OF
 NP0003'TELEPHONE POLES, 95 FEET NORTHEAST OF MILEPOST 351, ON THE
 NP0003'SOUTHWEST SLOPE OF A SMALL SANDY KNOLL, 37 FEET SOUTHEAST OF THE
 NP0003'SOUTHEAST RAIL, 11 FEET NORTHWEST OF THE SOUTHEAST RAILROAD
 NP0003'RIGHT OF WAY FENCE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 NP0003'POST, ABOUT LEVEL WITH THE RAILS, A DISK BRAZED ON THE TOP OF A
 NP0003'3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0036 ***********************************************************************
 NP0036  DESIGNATION -  U 351
 NP0036  PID         -  NP0036
 NP0036  STATE/COUNTY-  NE/SHERIDAN
 NP0036  COUNTRY     -  US
 NP0036  USGS QUAD   -  RUSHVILLE (2017)
 NP0036
 NP0036                         *CURRENT SURVEY CONTROL
 NP0036  ______________________________________________________________________
 NP0036* NAD 83(1986) POSITION- 42 44 34.     (N) 102 22 40.     (W)   SCALED
 NP0036* NAVD 88 ORTHO HEIGHT -  1156.736 (meters)     3795.06  (feet) ADJUSTED
 NP0036  ______________________________________________________________________
 NP0036  GEOID HEIGHT    -        -18.214 (meters)                     GEOID18
 NP0036  DYNAMIC HEIGHT  -       1156.157 (meters)     3793.16  (feet) COMP
 NP0036  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 NP0036
 NP0036  VERT ORDER      -  FIRST     CLASS II
 NP0036
 NP0036.The horizontal coordinates were scaled from a map and have
 NP0036.an estimated accuracy of +/- 6 seconds.
 NP0036
 NP0036.The orthometric height was determined by differential leveling and
 NP0036.adjusted by the NATIONAL GEODETIC SURVEY
 NP0036.in June 1991.
 NP0036
 NP0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0036.GEOID18 height accuracy estimate available here.
 NP0036
 NP0036.Click photographs - Photos may exist for this station.
 NP0036
 NP0036.The dynamic height is computed by dividing the NAVD 88
 NP0036.geopotential number by the normal gravity value computed on the
 NP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0036.degrees latitude (g = 980.6199 gals.).
 NP0036
 NP0036.The modeled gravity was interpolated from observed gravity values.
 NP0036
 NP0036;                    North         East    Units  Estimated Accuracy
 NP0036;SPC NE       -   325,730.      305,350.      MT  (+/- 180 meters Scaled)
 NP0036
 NP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH146355(NAD 83)
 NP0036
 NP0036                          SUPERSEDED SURVEY CONTROL
 NP0036
 NP0036  NGVD 29 (??/??/92) 1156.214  (m)         3793.35   (f) ADJ UNCH    1 2
 NP0036
 NP0036.Superseded values are not recommended for survey control.
 NP0036
 NP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0036.See file dsdata.pdf to determine how the superseded data were derived.
 NP0036
 NP0036_MARKER: DB = BENCH MARK DISK
 NP0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0036_STAMPING: U 351 1957
 NP0036_MARK LOGO: CGS
 NP0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0036+STABILITY: SURFACE MOTION
 NP0036
 NP0036  HISTORY     - Date     Condition        Report By
 NP0036  HISTORY     - 1957     MONUMENTED       CGS
 NP0036
 NP0036                          STATION DESCRIPTION
 NP0036
 NP0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0036'2 MI SW FROM CLINTON.
 NP0036'ABOUT 1.95 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0036'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 43 W.,
 NP0036'AND IN THE NORTHWEST QUARTER OF SECTION 21., 3 1/4 POLES SOUTHWEST
 NP0036'OF A SMALL SANDY KNOLL, IN LINE WITH A ROW OF TELEPHONE POLES,
 NP0036'34 FEET SOUTHWEST OF MILE POST 370, 42 FEET NORTHWEST OF THE
 NP0036'CENTER LINE OF U.S. HIGHWAY 20, 39 FEET SOUTHEAST OF THE SOUTHEAST
 NP0036'RAIL, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NP0036'4 FEET ABOVE THE RAILS, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0036'PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0037 ***********************************************************************
 NP0037  DESIGNATION -  U 351 RESET
 NP0037  PID         -  NP0037
 NP0037  STATE/COUNTY-  NE/SHERIDAN
 NP0037  COUNTRY     -  US
 NP0037  USGS QUAD   -  RUSHVILLE (2017)
 NP0037
 NP0037                         *CURRENT SURVEY CONTROL
 NP0037  ______________________________________________________________________
 NP0037* NAD 83(1986) POSITION- 42 44 34.     (N) 102 22 40.     (W)   SCALED
 NP0037* NAVD 88 ORTHO HEIGHT -  1155.29  (meters)     3790.3   (feet) RESET
 NP0037  ______________________________________________________________________
 NP0037  GEOID HEIGHT    -        -18.214 (meters)                     GEOID18
 NP0037  VERT ORDER      -  THIRD
 NP0037
 NP0037.The horizontal coordinates were scaled from a map and have
 NP0037.an estimated accuracy of +/- 6 seconds.
 NP0037
 NP0037.The orthometric height was computed from unverified reset data.
 NP0037
 NP0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0037.GEOID18 height accuracy estimate available here.
 NP0037
 NP0037.Click photographs - Photos may exist for this station.
 NP0037
 NP0037;                    North         East    Units  Estimated Accuracy
 NP0037;SPC NE       -   325,730.      305,350.      MT  (+/- 180 meters Scaled)
 NP0037
 NP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH146355(NAD 83)
 NP0037
 NP0037                          SUPERSEDED SURVEY CONTROL
 NP0037
 NP0037.No superseded survey control is available for this station.
 NP0037
 NP0037_MARKER: DB = BENCH MARK DISK
 NP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0037_STAMPING: U 351 RESET 1972
 NP0037_MARK LOGO: CGS
 NP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0037+STABILITY: SURFACE MOTION
 NP0037
 NP0037  HISTORY     - Date     Condition        Report By
 NP0037  HISTORY     - 1972     MONUMENTED       NEDR
 NP0037
 NP0037                          STATION DESCRIPTION
 NP0037
 NP0037'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1972
 NP0037'2 MI SW FROM CLINTON.
 NP0037'ABOUT 1.95 MILES SOUTHWEST ALONG THE CHICAGO AND NORTHWESTERN
 NP0037'RAILWAY FROM THE STATION AT CLINTON, IN THE NORTHWEST QUARTER
 NP0037'OF SECTION 21, T 32 N, R 43 W, 181 FEET NORTHWEST OF THE CENTER
 NP0037'LINE OF U.S. HIGHWAY 20, 100 FEET NORTHWEST OF THE SOUTHEAST
 NP0037'RAIL AND BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0205 ***********************************************************************
 NO0205  DESIGNATION -  U 352
 NO0205  PID         -  NO0205
 NO0205  STATE/COUNTY-  NE/CHERRY
 NO0205  COUNTRY     -  US
 NO0205  USGS QUAD   -  CODY EAST (2017)
 NO0205
 NO0205                         *CURRENT SURVEY CONTROL
 NO0205  ______________________________________________________________________
 NO0205* NAD 83(1986) POSITION- 42 56 00.     (N) 101 09 30.     (W)   SCALED
 NO0205* NAVD 88 ORTHO HEIGHT -   954.839 (meters)     3132.67  (feet) ADJUSTED
 NO0205  ______________________________________________________________________
 NO0205  GEOID HEIGHT    -        -20.568 (meters)                     GEOID18
 NO0205  DYNAMIC HEIGHT  -        954.434 (meters)     3131.34  (feet) COMP
 NO0205  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 NO0205
 NO0205  VERT ORDER      -  FIRST     CLASS II
 NO0205
 NO0205.The horizontal coordinates were scaled from a map and have
 NO0205.an estimated accuracy of +/- 6 seconds.
 NO0205
 NO0205.The orthometric height was determined by differential leveling and
 NO0205.adjusted by the NATIONAL GEODETIC SURVEY
 NO0205.in June 1991.
 NO0205
 NO0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0205.GEOID18 height accuracy estimate available here.
 NO0205
 NO0205.Click photographs - Photos may exist for this station.
 NO0205
 NO0205.The dynamic height is computed by dividing the NAVD 88
 NO0205.geopotential number by the normal gravity value computed on the
 NO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0205.degrees latitude (g = 980.6199 gals.).
 NO0205
 NO0205.The modeled gravity was interpolated from observed gravity values.
 NO0205
 NO0205;                    North         East    Units  Estimated Accuracy
 NO0205;SPC NE       -   344,850.      405,450.      MT  (+/- 180 meters Scaled)
 NO0205
 NO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN238556(NAD 83)
 NO0205
 NO0205                          SUPERSEDED SURVEY CONTROL
 NO0205
 NO0205  NGVD 29 (??/??/92)  954.472  (m)         3131.46   (f) ADJ UNCH    1 2
 NO0205
 NO0205.Superseded values are not recommended for survey control.
 NO0205
 NO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0205.See file dsdata.pdf to determine how the superseded data were derived.
 NO0205
 NO0205_MARKER: DB = BENCH MARK DISK
 NO0205_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0205_STAMPING: U 352 1957
 NO0205_MARK LOGO: CGS
 NO0205_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0205_ROD/PIPE-DEPTH: 8.8 meters
 NO0205
 NO0205  HISTORY     - Date     Condition        Report By
 NO0205  HISTORY     - 1957     MONUMENTED       CGS
 NO0205
 NO0205                          STATION DESCRIPTION
 NO0205
 NO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0205'4.8 MI E FROM CODY.
 NO0205'ABOUT 4.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0205'FROM THE STATION AT CODY, IN T. 34 N., R. 33 W., AND NEAR THE
 NO0205'CENTER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 12.,
 NO0205'0.4 MILE EAST OF A PRIVATE ROAD CROSSING AT GROUP OF FARM
 NO0205'BUILDINGS, AT THE EAST END OF A CUT ALONG THE RAILROAD, 93 FEET
 NO0205'SOUTH OF THE SOUTH RAIL, 47 FEET NORTH OF THE CENTER LINE OF THE
 NO0205'OLD HIGHWAY WHICH IS DIRT, AT THE WIRE GATE IN A NORTH-SOUTH FENCE
 NO0205'LINE, 18 POLES WEST OF MILE POST 302, 29 FEET SOUTH OF A TELEPHONE
 NO0205'POLE, 3 FEET NORTH OF A T-FENCE CORNER, 2 1/2 FEET NORTH OF THE
 NO0205'SOUTH RIGHT OF WAY FENCE, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0205'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, A
 NO0205'DISK ON THE TOP OF A COPPER COATED ROD WHICH IS 5/8-INCH IN
 NO0205'DIAMETER AND WHICH IS DRIVEN TO A DEPTH OF 29 FEET.  ROD IS
 NO0205'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0470 ***********************************************************************
 NP0470  DESIGNATION -  U 353
 NP0470  PID         -  NP0470
 NP0470  STATE/COUNTY-  NE/SIOUX
 NP0470  COUNTRY     -  US
 NP0470  USGS QUAD   -  ROUNDTOP (2017)
 NP0470
 NP0470                         *CURRENT SURVEY CONTROL
 NP0470  ______________________________________________________________________
 NP0470* NAD 83(1986) POSITION- 42 49 28.     (N) 103 30 24.     (W)   SCALED
 NP0470* NAVD 88 ORTHO HEIGHT -  1131.836 (meters)     3713.37  (feet) ADJUSTED
 NP0470  ______________________________________________________________________
 NP0470  GEOID HEIGHT    -        -16.963 (meters)                     GEOID18
 NP0470  DYNAMIC HEIGHT  -       1131.264 (meters)     3711.49  (feet) COMP
 NP0470  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 NP0470
 NP0470  VERT ORDER      -  FIRST     CLASS II
 NP0470
 NP0470.The horizontal coordinates were scaled from a map and have
 NP0470.an estimated accuracy of +/- 6 seconds.
 NP0470
 NP0470.The orthometric height was determined by differential leveling and
 NP0470.adjusted by the NATIONAL GEODETIC SURVEY
 NP0470.in June 1991.
 NP0470
 NP0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0470.GEOID18 height accuracy estimate available here.
 NP0470
 NP0470.Click photographs - Photos may exist for this station.
 NP0470
 NP0470.The dynamic height is computed by dividing the NAVD 88
 NP0470.geopotential number by the normal gravity value computed on the
 NP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0470.degrees latitude (g = 980.6199 gals.).
 NP0470
 NP0470.The modeled gravity was interpolated from observed gravity values.
 NP0470
 NP0470;                    North         East    Units  Estimated Accuracy
 NP0470;SPC NE       -   337,930.      213,350.      MT  (+/- 180 meters Scaled)
 NP0470
 NP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH220424(NAD 83)
 NP0470
 NP0470                          SUPERSEDED SURVEY CONTROL
 NP0470
 NP0470  NGVD 29 (??/??/92) 1131.228  (m)         3711.37   (f) ADJ UNCH    1 2
 NP0470
 NP0470.Superseded values are not recommended for survey control.
 NP0470
 NP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0470.See file dsdata.pdf to determine how the superseded data were derived.
 NP0470
 NP0470_MARKER: DB = BENCH MARK DISK
 NP0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0470_SP_SET: CULVERT HEADWALL
 NP0470_STAMPING: U 353 1957
 NP0470_MARK LOGO: CGS
 NP0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0470+STABILITY: SURFACE MOTION
 NP0470
 NP0470  HISTORY     - Date     Condition        Report By
 NP0470  HISTORY     - 1957     MONUMENTED       CGS
 NP0470  HISTORY     - 1985     GOOD             NGS
 NP0470
 NP0470                          STATION DESCRIPTION
 NP0470
 NP0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0470'11 MI NW FROM CRAWFORD.
 NP0470'ABOUT 11.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0470'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 24, T.
 NP0470'33 N., R. 53 W., 4 1/2 POLES SOUTHEAST OF MILEPOST 434, 7
 NP0470'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET LOWER THAN THE RAIL,
 NP0470'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF
 NP0470'A CONCRETE CULVERT.
 NP0470
 NP0470                          STATION RECOVERY (1985)
 NP0470
 NP0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0470'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0470'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0470'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0470'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0470'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0470'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0470'THENCE 10.5 KM (6.5 MI) NORTHWEST ALONG A GRAVEL ROAD ON THE
 NP0470'NORTHEAST SIDE OF THE TRACKS, 0.35 KM (0.22 MI) NORTHWEST OF THE
 NP0470'SIOUX-DAWES COUNTY LINE, BETWEEN THE FOURTH AND FIFTH POLE SOUTHEAST
 NP0470'OF MILEPOLE 434, IN TOP OF THE EAST END OF THE NORTHEAST HEADWALL,
 NP0470'2.1 METERS (7 FT) NORTHEAST OF THE NORTHEAST RAIL.
 NP0470'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0293 ***********************************************************************
 NN0293  DESIGNATION -  U 36
 NN0293  PID         -  NN0293
 NN0293  STATE/COUNTY-  NE/BOYD
 NN0293  COUNTRY     -  US
 NN0293  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0293
 NN0293                         *CURRENT SURVEY CONTROL
 NN0293  ______________________________________________________________________
 NN0293* NAD 83(1986) POSITION- 42 51 52.     (N) 098 40 17.     (W)   SCALED
 NN0293* NAVD 88 ORTHO HEIGHT -   464.996 (meters)     1525.57  (feet) ADJUSTED
 NN0293  ______________________________________________________________________
 NN0293  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 NN0293  DYNAMIC HEIGHT  -        464.832 (meters)     1525.04  (feet) COMP
 NN0293  MODELED GRAVITY -    980,255.2   (mgal)                       NAVD 88
 NN0293
 NN0293  VERT ORDER      -  SECOND    CLASS 0
 NN0293
 NN0293.The horizontal coordinates were scaled from a map and have
 NN0293.an estimated accuracy of +/- 6 seconds.
 NN0293
 NN0293.The orthometric height was determined by differential leveling and
 NN0293.adjusted by the NATIONAL GEODETIC SURVEY
 NN0293.in June 1991.
 NN0293
 NN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0293.GEOID18 height accuracy estimate available here.
 NN0293
 NN0293.Click photographs - Photos may exist for this station.
 NN0293
 NN0293.The dynamic height is computed by dividing the NAVD 88
 NN0293.geopotential number by the normal gravity value computed on the
 NN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0293.degrees latitude (g = 980.6199 gals.).
 NN0293
 NN0293.The modeled gravity was interpolated from observed gravity values.
 NN0293
 NN0293;                    North         East    Units  Estimated Accuracy
 NN0293;SPC NE       -   337,400.      608,560.      MT  (+/- 180 meters Scaled)
 NN0293
 NN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN268458(NAD 83)
 NN0293
 NN0293                          SUPERSEDED SURVEY CONTROL
 NN0293
 NN0293  NGVD 29 (??/??/92)  464.728  (m)         1524.70   (f) ADJ UNCH    2 0
 NN0293
 NN0293.Superseded values are not recommended for survey control.
 NN0293
 NN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0293.See file dsdata.pdf to determine how the superseded data were derived.
 NN0293
 NN0293_MARKER: DB = BENCH MARK DISK
 NN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0293_STAMPING: U 36 1934
 NN0293_MARK LOGO: CGS
 NN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0293+STABILITY: SURFACE MOTION
 NN0293
 NN0293  HISTORY     - Date     Condition        Report By
 NN0293  HISTORY     - 1934     MONUMENTED       CGS
 NN0293
 NN0293                          STATION DESCRIPTION
 NN0293
 NN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0293'1.6 MI SE FROM SPENCER.
 NN0293'1.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0293'FROM THE STATION AT SPENCER, BOYD COUNTY, 7 FEET WEST OF MILEPOST
 NN0293'99, 39.4 FEET SOUTH OF THE SOUTH RAIL, 27 FEET NORTH OF THE
 NN0293'CENTER LINE OF A ROAD PARALLELING THE TRACK, AND 7 FEET NORTH
 NN0293'OF A FENCE.  A STANDARD DISK, STAMPED U 36 1934 AND SET IN
 NN0293'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0045 ***********************************************************************
 LG0045  DESIGNATION -  U 363
 LG0045  PID         -  LG0045
 LG0045  STATE/COUNTY-  NE/OTOE
 LG0045  COUNTRY     -  US
 LG0045  USGS QUAD   -  EAGLE (2017)
 LG0045
 LG0045                         *CURRENT SURVEY CONTROL
 LG0045  ______________________________________________________________________
 LG0045* NAD 83(1986) POSITION- 40 47 02.     (N) 096 23 17.     (W)   SCALED
 LG0045* NAVD 88 ORTHO HEIGHT -   378.717 (meters)     1242.51  (feet) ADJUSTED
 LG0045  ______________________________________________________________________
 LG0045  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 LG0045  DYNAMIC HEIGHT  -        378.555 (meters)     1241.98  (feet) COMP
 LG0045  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 LG0045
 LG0045  VERT ORDER      -  SECOND    CLASS 0
 LG0045
 LG0045.The horizontal coordinates were scaled from a map and have
 LG0045.an estimated accuracy of +/- 6 seconds.
 LG0045
 LG0045.The orthometric height was determined by differential leveling and
 LG0045.adjusted by the NATIONAL GEODETIC SURVEY
 LG0045.in June 1991.
 LG0045
 LG0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0045.GEOID18 height accuracy estimate available here.
 LG0045
 LG0045.Click photographs - Photos may exist for this station.
 LG0045
 LG0045.The dynamic height is computed by dividing the NAVD 88
 LG0045.geopotential number by the normal gravity value computed on the
 LG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0045.degrees latitude (g = 980.6199 gals.).
 LG0045
 LG0045.The modeled gravity was interpolated from observed gravity values.
 LG0045
 LG0045;                    North         East    Units  Estimated Accuracy
 LG0045;SPC NE       -   111,900.      804,710.      MT  (+/- 180 meters Scaled)
 LG0045
 LG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL203180(NAD 83)
 LG0045
 LG0045                          SUPERSEDED SURVEY CONTROL
 LG0045
 LG0045  NGVD 29 (??/??/92)  378.623  (m)         1242.20   (f) ADJ UNCH    2 0
 LG0045
 LG0045.Superseded values are not recommended for survey control.
 LG0045
 LG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0045.See file dsdata.pdf to determine how the superseded data were derived.
 LG0045
 LG0045_MARKER: DB = BENCH MARK DISK
 LG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0045_STAMPING: U 363 1961
 LG0045_MARK LOGO: CGS
 LG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0045+STABILITY: SURFACE MOTION
 LG0045
 LG0045  HISTORY     - Date     Condition        Report By
 LG0045  HISTORY     - 1961     MONUMENTED       CGS
 LG0045
 LG0045                          STATION DESCRIPTION
 LG0045
 LG0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0045'5.6 MI N FROM PALMYRA.
 LG0045'5.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0045'AND QUINCY RAILROAD STATION AT PALMYRA, 54 FEET NORTHWEST OF THE
 LG0045'CENTER OF A ROAD CROSSING, 37 FEET NORTH OF THE CENTER OF A
 LG0045'E-W ROAD, 39 FEET WEST OF THE CENTER OF A N-S ROAD, 3.4 FEET
 LG0045'NORTHWEST OF A POWER POLE WITH ONE GUY WIRE, 1 FOOT LOWER THAN
 LG0045'THE N-S ROAD, 1.1 FEET NORTHEAST OF A METAL WITNESS POST WITH
 LG0045'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES
 LG0045'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1059 ***********************************************************************
 LF1059  DESIGNATION -  U 364
 LF1059  PID         -  LF1059
 LF1059  STATE/COUNTY-  NE/OTOE
 LF1059  COUNTRY     -  US
 LF1059  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1059
 LF1059                         *CURRENT SURVEY CONTROL
 LF1059  ______________________________________________________________________
 LF1059* NAD 83(1986) POSITION- 40 40 55.     (N) 095 56 10.     (W)   SCALED
 LF1059* NAVD 88 ORTHO HEIGHT -   369.806 (meters)     1213.27  (feet) ADJUSTED
 LF1059  ______________________________________________________________________
 LF1059  GEOID HEIGHT    -        -28.805 (meters)                     GEOID18
 LF1059  DYNAMIC HEIGHT  -        369.610 (meters)     1212.63  (feet) COMP
 LF1059  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 LF1059
 LF1059  VERT ORDER      -  SECOND    CLASS 0
 LF1059
 LF1059.The horizontal coordinates were scaled from a map and have
 LF1059.an estimated accuracy of +/- 6 seconds.
 LF1059
 LF1059.The orthometric height was determined by differential leveling and
 LF1059.adjusted by the NATIONAL GEODETIC SURVEY
 LF1059.in June 1991.
 LF1059
 LF1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1059.GEOID18 height accuracy estimate available here.
 LF1059
 LF1059.Click photographs - Photos may exist for this station.
 LF1059
 LF1059.The dynamic height is computed by dividing the NAVD 88
 LF1059.geopotential number by the normal gravity value computed on the
 LF1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1059.degrees latitude (g = 980.6199 gals.).
 LF1059
 LF1059.The modeled gravity was interpolated from observed gravity values.
 LF1059
 LF1059;                    North         East    Units  Estimated Accuracy
 LF1059;SPC NE       -   102,290.      843,350.      MT  (+/- 180 meters Scaled)
 LF1059
 LF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF518075(NAD 83)
 LF1059
 LF1059                          SUPERSEDED SURVEY CONTROL
 LF1059
 LF1059  NGVD 29 (??/??/92)  369.686  (m)         1212.88   (f) ADJ UNCH    2 0
 LF1059
 LF1059.Superseded values are not recommended for survey control.
 LF1059
 LF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1059.See file dsdata.pdf to determine how the superseded data were derived.
 LF1059
 LF1059_MARKER: DB = BENCH MARK DISK
 LF1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1059_STAMPING: U 364 1961
 LF1059_MARK LOGO: CGS
 LF1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1059+STABILITY: SURFACE MOTION
 LF1059
 LF1059  HISTORY     - Date     Condition        Report By
 LF1059  HISTORY     - 1961     MONUMENTED       CGS
 LF1059  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1059
 LF1059                          STATION DESCRIPTION
 LF1059
 LF1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LF1059'4.1 MI W FROM NEBRASKA CITY.
 LF1059'2.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 73 AND 75 FROM THE
 LF1059'COURTHOUSE AT NEBRASKA CITY, THENCE 2.1 MILES WEST ALONG GRAVEL
 LF1059'ROAD, 0.1 MILE WEST OF A T INTERSECTION, 39 FEET EAST OF THE
 LF1059'CENTER OF A FARM ROAD, 37 FEET NORTH OF THE CENTER OF GRAVEL
 LF1059'ROAD, 4.3 FEET NORTHEAST OF A ROCK MONUMENT WITH A PLAQUE OF A
 LF1059'STEAM WAGON, 3 FEET HIGHER THAN THE ROAD, 1.8 FEET SOUTH OF A
 LF1059'HEDGE FENCE, 1.8 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 LF1059'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 LF1059'GROUND.
 LF1059
 LF1059                          STATION RECOVERY (2006)
 LF1059
 LF1059'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0271 ***********************************************************************
 LG0271  DESIGNATION -  U 365
 LG0271  PID         -  LG0271
 LG0271  STATE/COUNTY-  NE/GAGE
 LG0271  COUNTRY     -  US
 LG0271  USGS QUAD   -  ODELL NE (2017)
 LG0271
 LG0271                         *CURRENT SURVEY CONTROL
 LG0271  ______________________________________________________________________
 LG0271* NAD 83(1986) POSITION- 40 14 22.     (N) 096 46 34.     (W)   SCALED
 LG0271* NAVD 88 ORTHO HEIGHT -   401.666 (meters)     1317.80  (feet) ADJUSTED
 LG0271  ______________________________________________________________________
 LG0271  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 LG0271  DYNAMIC HEIGHT  -        401.450 (meters)     1317.09  (feet) COMP
 LG0271  MODELED GRAVITY -    980,075.0   (mgal)                       NAVD 88
 LG0271
 LG0271  VERT ORDER      -  SECOND    CLASS 0
 LG0271
 LG0271.The horizontal coordinates were scaled from a map and have
 LG0271.an estimated accuracy of +/- 6 seconds.
 LG0271
 LG0271.The orthometric height was determined by differential leveling and
 LG0271.adjusted by the NATIONAL GEODETIC SURVEY
 LG0271.in June 1991.
 LG0271
 LG0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0271.GEOID18 height accuracy estimate available here.
 LG0271
 LG0271.Click photographs - Photos may exist for this station.
 LG0271
 LG0271.The dynamic height is computed by dividing the NAVD 88
 LG0271.geopotential number by the normal gravity value computed on the
 LG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0271.degrees latitude (g = 980.6199 gals.).
 LG0271
 LG0271.The modeled gravity was interpolated from observed gravity values.
 LG0271
 LG0271;                    North         East    Units  Estimated Accuracy
 LG0271;SPC NE       -    50,210.      774,250.      MT  (+/- 180 meters Scaled)
 LG0271
 LG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK891567(NAD 83)
 LG0271
 LG0271                          SUPERSEDED SURVEY CONTROL
 LG0271
 LG0271  NGVD 29 (??/??/92)  401.551  (m)         1317.42   (f) ADJ UNCH    2 0
 LG0271
 LG0271.Superseded values are not recommended for survey control.
 LG0271
 LG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0271.See file dsdata.pdf to determine how the superseded data were derived.
 LG0271
 LG0271_MARKER: DB = BENCH MARK DISK
 LG0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0271_STAMPING: U 365 1961
 LG0271_MARK LOGO: CGS
 LG0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0271+STABILITY: SURFACE MOTION
 LG0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0271+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0271
 LG0271  HISTORY     - Date     Condition        Report By
 LG0271  HISTORY     - 1961     MONUMENTED       CGS
 LG0271  HISTORY     - 19881004 GOOD             NGS
 LG0271
 LG0271                          STATION DESCRIPTION
 LG0271
 LG0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0271'2.3 MI SW FROM BEATRICE.
 LG0271'2.3 MILE SOUTH WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0271'RAILROAD FROM THE RAILROAD STATION AT BEATRICE, 49 FEET EAST OF
 LG0271'THE EAST RAIL, 5 FEET LOWER THAN THE RAILROAD, 4.8 FEET WEST OF
 LG0271'THE FENCE, 1.11 FEET WEST OF A METAL WITNESS POST WITH SIGN SET
 LG0271'IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS 7 INCHES.
 LG0271
 LG0271                          STATION RECOVERY (1988)
 LG0271
 LG0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0271'THE RAILROAD IS GONE AND A NEW ROUTE IS NEEDED. TO REACH FROM THE
 LG0271'JUNCTION OF U.S.  HIGHWAYS 77 AND 136, IN BEATRICE, GO WEST ON HIGHWAY
 LG0271'136 FOR 3.62 KM (2.25 MI) TO WEST SCOTT AVENUE AND THE SOUTHEAST
 LG0271'COMMUNITY COLLEGE ENTRANCE ON THE RIGHT, JUST PAST A CURVE TO THE
 LG0271'SOUTH.  CONTINUE SOUTH ON THE HIGHWAY FOR 3.38 KM (2.10 MI) TO A
 LG0271'CROSSROAD THAT IS PAVED TO THE RIGHT AND GRAVELED TO THE LEFT.  TURN
 LG0271'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO A METAL
 LG0271'GATE ON THE LEFT.  TURN LEFT AND GO NORTH, ACROSS A FIELD, FOLLOWING
 LG0271'THE REMAINS OF THE OLD RAILROAD GRADE, FOR 0.64 KM (0.40 MI) TO THE
 LG0271'MARK, 27.19 M (89.21 FT) NORTHEAST FROM THE CENTER OF A 6-INCH IRON
 LG0271'PIPE FENCE CORNER POST, 17.04 M (55.91 FT) EAST FROM THE 4TH METAL
 LG0271'FENCE POST NORTH OF THE CORNER POST, 0.61 M (2.00 FT) SOUTH FROM A
 LG0271'FIBERGLASS WITNESS POST, 0.46 M (1.51 FT) WEST FROM AN OLD METAL
 LG0271'WITNESS POST AND PROJECTING 0.15 M (0.49 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0030 ***********************************************************************
 NN0030  DESIGNATION -  U 37
 NN0030  PID         -  NN0030
 NN0030  STATE/COUNTY-  NE/KNOX
 NN0030  COUNTRY     -  US
 NN0030  USGS QUAD   -  VERDIGRE (2017)
 NN0030
 NN0030                         *CURRENT SURVEY CONTROL
 NN0030  ______________________________________________________________________
 NN0030* NAD 83(1986) POSITION- 42 34 27.50   (N) 098 00 49.10   (W)   HD_HELD1
 NN0030* NAVD 88 ORTHO HEIGHT -   438.654 (meters)     1439.15  (feet) ADJUSTED
 NN0030  ______________________________________________________________________
 NN0030  GEOID HEIGHT    -        -25.490 (meters)                     GEOID18
 NN0030  DYNAMIC HEIGHT  -        438.500 (meters)     1438.65  (feet) COMP
 NN0030  MODELED GRAVITY -    980,257.6   (mgal)                       NAVD 88
 NN0030
 NN0030  VERT ORDER      -  SECOND    CLASS 0
 NN0030
 NN0030.The horizontal coordinates were determined by differentially corrected
 NN0030.hand held GPS observations or other comparable positioning techniques
 NN0030.and have an estimated accuracy of +/- 3 meters.
 NN0030
 NN0030.The orthometric height was determined by differential leveling and
 NN0030.adjusted by the NATIONAL GEODETIC SURVEY
 NN0030.in June 1991.
 NN0030
 NN0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0030.GEOID18 height accuracy estimate available here.
 NN0030
 NN0030.Click photographs - Photos may exist for this station.
 NN0030
 NN0030.The dynamic height is computed by dividing the NAVD 88
 NN0030.geopotential number by the normal gravity value computed on the
 NN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0030.degrees latitude (g = 980.6199 gals.).
 NN0030
 NN0030.The modeled gravity was interpolated from observed gravity values.
 NN0030
 NN0030;                    North         East    Units  Estimated Accuracy
 NN0030;SPC NE       -   306,208.6     663,041.8     MT  (+/- 3 meters HH1 GPS) 
 NN0030
 NN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8094914015(NAD 83)
 NN0030
 NN0030                          SUPERSEDED SURVEY CONTROL
 NN0030
 NN0030  NGVD 29 (??/??/92)  438.451  (m)         1438.48   (f) ADJ UNCH    2 0
 NN0030
 NN0030.Superseded values are not recommended for survey control.
 NN0030
 NN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0030.See file dsdata.pdf to determine how the superseded data were derived.
 NN0030
 NN0030_MARKER: DB = BENCH MARK DISK
 NN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0030_STAMPING: U 37 1934
 NN0030_MARK LOGO: CGS
 NN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0030+STABILITY: SURFACE MOTION
 NN0030
 NN0030  HISTORY     - Date     Condition        Report By
 NN0030  HISTORY     - 1934     MONUMENTED       CGS
 NN0030  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0030
 NN0030                          STATION DESCRIPTION
 NN0030
 NN0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0030'2.1 MI S FROM VERDIGRE.
 NN0030'LOCATED 2.1 MILES SOUTH OF STATION AT VERDIGRE, 80 YARDS SOUTH
 NN0030'OF TRESTLE F-93, 62.2 FEET EAST OF EAST RAIL, 35.7 FEET SOUTHWEST
 NN0030'OF SOUTH GATE POST, 17 FEET SOUTH OF CENTERLINE OF ROAD CROSSING
 NN0030'TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NN0030'HIGH.
 NN0030
 NN0030                          STATION RECOVERY (1974)
 NN0030
 NN0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NN0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1285 ***********************************************************************
 NM1285  DESIGNATION -  U 38
 NM1285  PID         -  NM1285
 NM1285  STATE/COUNTY-  NE/PIERCE
 NM1285  COUNTRY     -  US
 NM1285  USGS QUAD   -  WAUSA (2017)
 NM1285
 NM1285                         *CURRENT SURVEY CONTROL
 NM1285  ______________________________________________________________________
 NM1285* NAD 83(1986) POSITION- 42 23 40.     (N) 097 32 35.     (W)   SCALED
 NM1285* NAVD 88 ORTHO HEIGHT -   533.051 (meters)     1748.85  (feet) ADJUSTED
 NM1285  ______________________________________________________________________
 NM1285  GEOID HEIGHT    -        -25.190 (meters)                     GEOID18
 NM1285  DYNAMIC HEIGHT  -        532.851 (meters)     1748.20  (feet) COMP
 NM1285  MODELED GRAVITY -    980,228.8   (mgal)                       NAVD 88
 NM1285
 NM1285  VERT ORDER      -  SECOND    CLASS 0
 NM1285
 NM1285.The horizontal coordinates were scaled from a map and have
 NM1285.an estimated accuracy of +/- 6 seconds.
 NM1285
 NM1285.The orthometric height was determined by differential leveling and
 NM1285.adjusted by the NATIONAL GEODETIC SURVEY
 NM1285.in June 1991.
 NM1285
 NM1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1285.GEOID18 height accuracy estimate available here.
 NM1285
 NM1285.Click photographs - Photos may exist for this station.
 NM1285
 NM1285.The dynamic height is computed by dividing the NAVD 88
 NM1285.geopotential number by the normal gravity value computed on the
 NM1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1285.degrees latitude (g = 980.6199 gals.).
 NM1285
 NM1285.The modeled gravity was interpolated from observed gravity values.
 NM1285
 NM1285;                    North         East    Units  Estimated Accuracy
 NM1285;SPC NE       -   287,230.      702,230.      MT  (+/- 180 meters Scaled)
 NM1285
 NM1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM199946(NAD 83)
 NM1285
 NM1285                          SUPERSEDED SURVEY CONTROL
 NM1285
 NM1285  NGVD 29 (??/??/92)  532.850  (m)         1748.19   (f) ADJ UNCH    2 0
 NM1285
 NM1285.Superseded values are not recommended for survey control.
 NM1285
 NM1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1285.See file dsdata.pdf to determine how the superseded data were derived.
 NM1285
 NM1285_MARKER: DB = BENCH MARK DISK
 NM1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1285_STAMPING: U 38 1934
 NM1285_MARK LOGO: CGS
 NM1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1285+STABILITY: SURFACE MOTION
 NM1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1285+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1987
 NM1285
 NM1285  HISTORY     - Date     Condition        Report By
 NM1285  HISTORY     - 1934     MONUMENTED       CGS
 NM1285  HISTORY     - 1971     POOR             USGS
 NM1285  HISTORY     - 19870320 MARK NOT FOUND   NEDR
 NM1285
 NM1285                          STATION DESCRIPTION
 NM1285
 NM1285'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NM1285'7 MI S FROM WAUSA.
 NM1285'SOUTH ALONG STATE HIGHWAY 121 OSMOND, ABOUT 3 MI. E. AND 2.5 MI.
 NM1285'N. OF, NEAR COR. SEC. 15, 16, 21 AND 22, T. 28 N., R. 2 W., 37 FT.
 NM1285'N., 29 FT. E. AND 0.4 FT. LOWER THAN X-RD., A STANDARD TABLET
 NM1285'SET IN CONC. POST AND PROJECTING ABOUT 4 IN. ABOVE GROUND, STAMPED
 NM1285'U-38 1934 ABOUT 1.5 FT. W. OF METAL WITNESS SIGN.  NOTE-- MARK
 NM1285'IS SLIGHTLY LOOSE BUT SHOULD BE GOOD FOR 3 RD. ORDER.  IT HAS
 NM1285'EVIDENTLY BEEN BROKEN OFF BY ROAD MACHINERY ABOUT 2 FT. UNDERGROUND.
 NM1285
 NM1285                          STATION RECOVERY (1987)
 NM1285
 NM1285'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987
 NM1285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0374 ***********************************************************************
 NO0374  DESIGNATION -  U 38
 NO0374  PID         -  NO0374
 NO0374  STATE/COUNTY-  NE/CHERRY
 NO0374  COUNTRY     -  US
 NO0374  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0374
 NO0374                         *CURRENT SURVEY CONTROL
 NO0374  ______________________________________________________________________
 NO0374* NAD 83(1986) POSITION- 42 59 53.     (N) 100 35 40.     (W)   SCALED
 NO0374* NAVD 88 ORTHO HEIGHT -   848.428 (meters)     2783.55  (feet) ADJUSTED
 NO0374  ______________________________________________________________________
 NO0374  GEOID HEIGHT    -        -22.132 (meters)                     GEOID18
 NO0374  DYNAMIC HEIGHT  -        848.089 (meters)     2782.44  (feet) COMP
 NO0374  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 NO0374
 NO0374  VERT ORDER      -  FIRST     CLASS II
 NO0374
 NO0374.The horizontal coordinates were scaled from a map and have
 NO0374.an estimated accuracy of +/- 6 seconds.
 NO0374
 NO0374.The orthometric height was determined by differential leveling and
 NO0374.adjusted by the NATIONAL GEODETIC SURVEY
 NO0374.in June 1991.
 NO0374
 NO0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0374.GEOID18 height accuracy estimate available here.
 NO0374
 NO0374.Click photographs - Photos may exist for this station.
 NO0374
 NO0374.The dynamic height is computed by dividing the NAVD 88
 NO0374.geopotential number by the normal gravity value computed on the
 NO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0374.degrees latitude (g = 980.6199 gals.).
 NO0374
 NO0374.The modeled gravity was interpolated from observed gravity values.
 NO0374
 NO0374;                    North         East    Units  Estimated Accuracy
 NO0374;SPC NE       -   351,570.      451,530.      MT  (+/- 180 meters Scaled)
 NO0374
 NO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN700618(NAD 83)
 NO0374
 NO0374                          SUPERSEDED SURVEY CONTROL
 NO0374
 NO0374  NGVD 29 (??/??/92)  848.118  (m)         2782.53   (f) ADJ UNCH    1 2
 NO0374
 NO0374.Superseded values are not recommended for survey control.
 NO0374
 NO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0374.See file dsdata.pdf to determine how the superseded data were derived.
 NO0374
 NO0374_MARKER: DB = BENCH MARK DISK
 NO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0374_STAMPING: U 38 1933
 NO0374_MARK LOGO: CGS
 NO0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0374+STABILITY: SURFACE MOTION
 NO0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0374+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0374
 NO0374  HISTORY     - Date     Condition        Report By
 NO0374  HISTORY     - 1934     MONUMENTED       CGS
 NO0374  HISTORY     - 19920723 GOOD             NGS
 NO0374
 NO0374                          STATION DESCRIPTION
 NO0374
 NO0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0374'13.7 KM (8.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0374'COURTHOUSE IN VALENTINE, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG A
 NO0374'ROAD (ABANDONED), 132.0 M (433.1 FT) WEST OF A T-FENCE CORNER, 33.9 M
 NO0374'(111.2 FT) WEST-NORTHWEST OF A RED STONE BOUNDARY MONUMENT, 13.8 M
 NO0374'(45.3 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.0 M (16.4
 NO0374'FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.03
 NO0374'M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1116 ***********************************************************************
 NM1116  DESIGNATION -  U 39
 NM1116  PID         -  NM1116
 NM1116  STATE/COUNTY-  NE/CEDAR
 NM1116  COUNTRY     -  US
 NM1116  USGS QUAD   -  CROFTON (2017)
 NM1116
 NM1116                         *CURRENT SURVEY CONTROL
 NM1116  ______________________________________________________________________
 NM1116* NAD 83(1986) POSITION- 42 42 20.     (N) 097 27 25.     (W)   SCALED
 NM1116* NAVD 88 ORTHO HEIGHT -   444.508 (meters)     1458.36  (feet) ADJUSTED
 NM1116  ______________________________________________________________________
 NM1116  GEOID HEIGHT    -        -25.538 (meters)                     GEOID18
 NM1116  DYNAMIC HEIGHT  -        444.364 (meters)     1457.88  (feet) COMP
 NM1116  MODELED GRAVITY -    980,282.5   (mgal)                       NAVD 88
 NM1116
 NM1116  VERT ORDER      -  SECOND    CLASS 0
 NM1116
 NM1116.The horizontal coordinates were scaled from a map and have
 NM1116.an estimated accuracy of +/- 6 seconds.
 NM1116
 NM1116.The orthometric height was determined by differential leveling and
 NM1116.adjusted by the NATIONAL GEODETIC SURVEY
 NM1116.in June 1991.
 NM1116
 NM1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1116.GEOID18 height accuracy estimate available here.
 NM1116
 NM1116.Click photographs - Photos may exist for this station.
 NM1116
 NM1116.The dynamic height is computed by dividing the NAVD 88
 NM1116.geopotential number by the normal gravity value computed on the
 NM1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1116.degrees latitude (g = 980.6199 gals.).
 NM1116
 NM1116.The modeled gravity was interpolated from observed gravity values.
 NM1116
 NM1116;                    North         East    Units  Estimated Accuracy
 NM1116;SPC NE       -   321,980.      708,300.      MT  (+/- 180 meters Scaled)
 NM1116
 NM1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN263292(NAD 83)
 NM1116
 NM1116                          SUPERSEDED SURVEY CONTROL
 NM1116
 NM1116  NGVD 29 (??/??/92)  444.292  (m)         1457.65   (f) ADJ UNCH    2 0
 NM1116
 NM1116.Superseded values are not recommended for survey control.
 NM1116
 NM1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1116.See file dsdata.pdf to determine how the superseded data were derived.
 NM1116
 NM1116_MARKER: DB = BENCH MARK DISK
 NM1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1116_STAMPING: U 39 1934
 NM1116_MARK LOGO: CGS
 NM1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1116+STABILITY: SURFACE MOTION
 NM1116
 NM1116  HISTORY     - Date     Condition        Report By
 NM1116  HISTORY     - 1934     MONUMENTED       CGS
 NM1116  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1116
 NM1116                          STATION DESCRIPTION
 NM1116
 NM1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1116'2.7 MI E FROM CROFTON.
 NM1116'IS LOCATED 2.7 MILES EAST OF STATION ALONG C.ST.P.M. AND O. RWY.
 NM1116'AT CROFTON, 39.5 FEET SOUTH OF CENTERLINE OF STATE HWY. 12,
 NM1116'38.2 FEET NORTH OF NORTH RAIL OF TRACKS, 10 FEET SOUTH OF R/W
 NM1116'FENCE, IN LINE WITH TELEGRAPH POLES.  STANDARD TABLET SET IN
 NM1116'TOP OF CONCRETE POST 4 INCHES HIGH.
 NM1116
 NM1116                          STATION RECOVERY (1967)
 NM1116
 NM1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0607 ***********************************************************************
 NM0607  DESIGNATION -  U 40
 NM0607  PID         -  NM0607
 NM0607  STATE/COUNTY-  NE/DIXON
 NM0607  COUNTRY     -  US
 NM0607  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0607
 NM0607                         *CURRENT SURVEY CONTROL
 NM0607  ______________________________________________________________________
 NM0607* NAD 83(1986) POSITION- 42 21 19.     (N) 096 56 43.     (W)   SCALED
 NM0607* NAVD 88 ORTHO HEIGHT -   430.611 (meters)     1412.76  (feet) ADJUSTED
 NM0607  ______________________________________________________________________
 NM0607  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 NM0607  DYNAMIC HEIGHT  -        430.473 (meters)     1412.31  (feet) COMP
 NM0607  MODELED GRAVITY -    980,289.6   (mgal)                       NAVD 88
 NM0607
 NM0607  VERT ORDER      -  SECOND    CLASS 0
 NM0607
 NM0607.The horizontal coordinates were scaled from a map and have
 NM0607.an estimated accuracy of +/- 6 seconds.
 NM0607
 NM0607.The orthometric height was determined by differential leveling and
 NM0607.adjusted by the NATIONAL GEODETIC SURVEY
 NM0607.in June 1991.
 NM0607
 NM0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0607.GEOID18 height accuracy estimate available here.
 NM0607
 NM0607.Click photographs - Photos may exist for this station.
 NM0607
 NM0607.The dynamic height is computed by dividing the NAVD 88
 NM0607.geopotential number by the normal gravity value computed on the
 NM0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0607.degrees latitude (g = 980.6199 gals.).
 NM0607
 NM0607.The modeled gravity was interpolated from observed gravity values.
 NM0607
 NM0607;                    North         East    Units  Estimated Accuracy
 NM0607;SPC NE       -   284,460.      751,560.      MT  (+/- 180 meters Scaled)
 NM0607
 NM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM692912(NAD 83)
 NM0607
 NM0607                          SUPERSEDED SURVEY CONTROL
 NM0607
 NM0607  NGVD 29 (??/??/92)  430.438  (m)         1412.20   (f) ADJ UNCH    2 0
 NM0607
 NM0607.Superseded values are not recommended for survey control.
 NM0607
 NM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0607.See file dsdata.pdf to determine how the superseded data were derived.
 NM0607
 NM0607_MARKER: DB = BENCH MARK DISK
 NM0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0607_STAMPING: U 40 1934
 NM0607_MARK LOGO: CGS
 NM0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0607+STABILITY: SURFACE MOTION
 NM0607
 NM0607  HISTORY     - Date     Condition        Report By
 NM0607  HISTORY     - 1934     MONUMENTED       CGS
 NM0607  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0607
 NM0607                          STATION DESCRIPTION
 NM0607
 NM0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0607'7 MI NW FROM WAKEFIELD.
 NM0607'U-40 IS LOCATED 7 MILES NORTHWEST OF STATION ALONG C.ST.P.M. AND
 NM0607'O.RWY. AT WAKEFIELD, 44.6 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 NM0607'TRACK, 2 FEET NORTHEAST OF R/W FENCE, OPPOSITE M.P. 7.  STANDARD
 NM0607'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM0607
 NM0607                          STATION RECOVERY (1966)
 NM0607
 NM0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0607'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0561 ***********************************************************************
 NP0561  DESIGNATION -  U 416
 NP0561  PID         -  NP0561
 NP0561  STATE/COUNTY-  NE/DAWES
 NP0561  COUNTRY     -  US
 NP0561  USGS QUAD   -  BELMONT (2017)
 NP0561
 NP0561                         *CURRENT SURVEY CONTROL
 NP0561  ______________________________________________________________________
 NP0561* NAD 83(1986) POSITION- 42 31 53.     (N) 103 20 56.     (W)   SCALED
 NP0561* NAVD 88 ORTHO HEIGHT -  1347.436 (meters)     4420.71  (feet) ADJUSTED
 NP0561  ______________________________________________________________________
 NP0561  GEOID HEIGHT    -        -17.827 (meters)                     GEOID18
 NP0561  DYNAMIC HEIGHT  -       1346.626 (meters)     4418.06  (feet) COMP
 NP0561  MODELED GRAVITY -    979,973.0   (mgal)                       NAVD 88
 NP0561
 NP0561  VERT ORDER      -  FIRST     CLASS II
 NP0561
 NP0561.The horizontal coordinates were scaled from a map and have
 NP0561.an estimated accuracy of +/- 6 seconds.
 NP0561
 NP0561.The orthometric height was determined by differential leveling and
 NP0561.adjusted by the NATIONAL GEODETIC SURVEY
 NP0561.in June 1991.
 NP0561
 NP0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0561.GEOID18 height accuracy estimate available here.
 NP0561
 NP0561.Click photographs - Photos may exist for this station.
 NP0561
 NP0561.The dynamic height is computed by dividing the NAVD 88
 NP0561.geopotential number by the normal gravity value computed on the
 NP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0561.degrees latitude (g = 980.6199 gals.).
 NP0561
 NP0561.The modeled gravity was interpolated from observed gravity values.
 NP0561
 NP0561;                    North         East    Units  Estimated Accuracy
 NP0561;SPC NE       -   304,900.      224,980.      MT  (+/- 180 meters Scaled)
 NP0561
 NP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH355100(NAD 83)
 NP0561
 NP0561                          SUPERSEDED SURVEY CONTROL
 NP0561
 NP0561.No superseded survey control is available for this station.
 NP0561
 NP0561_MARKER: I = METAL ROD
 NP0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0561_STAMPING: U 416 1985
 NP0561_MARK LOGO: NGS
 NP0561_PROJECTION: FLUSH
 NP0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0561_ROD/PIPE-DEPTH: 7.3 meters
 NP0561
 NP0561  HISTORY     - Date     Condition        Report By
 NP0561  HISTORY     - 1985     MONUMENTED       NGS
 NP0561
 NP0561                          STATION DESCRIPTION
 NP0561
 NP0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0561'12.8 KM (7.95 MI) NW FROM MARSHLAND.
 NP0561'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0561'OFFICE AT MARSHLAND, THENCE 12.55 KM (7.8 MI) NORTHWEST ALONG THE
 NP0561'BURLINGTON NORTHERN RAILROAD, IN THE SOUTHEAST CORNER OF A CROSSROADS,
 NP0561'14.3 METERS (46.8 FT) EAST OF THE EAST RAIL, 22.3 METERS (73 FT) SOUTH
 NP0561'OF THE CENTER OF A DIRT ROAD, 6.4 METERS (21 FT) NORTH-NORTHEAST OF
 NP0561'POWER POLE 46, 6.2 METERS (20.3 FT) SOUTH OF A TELEPHONE JUNCTION BOX
 NP0561'AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NP0561'HAD THROUGH A 5-INCH LOGO CAP.
 NP0561'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 NP0561'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0354 ***********************************************************************
 MN0354  DESIGNATION -  U 417
 MN0354  PID         -  MN0354
 MN0354  STATE/COUNTY-  NE/MORRILL
 MN0354  COUNTRY     -  US
 MN0354  USGS QUAD   -  COURTHOUSE ROCK (2017)
 MN0354
 MN0354                         *CURRENT SURVEY CONTROL
 MN0354  ______________________________________________________________________
 MN0354* NAD 83(1986) POSITION- 41 36 54.     (N) 103 00 29.     (W)   SCALED
 MN0354* NAVD 88 ORTHO HEIGHT -  1110.121 (meters)     3642.12  (feet) ADJUSTED
 MN0354  ______________________________________________________________________
 MN0354  GEOID HEIGHT    -        -19.611 (meters)                     GEOID18
 MN0354  DYNAMIC HEIGHT  -       1109.417 (meters)     3639.81  (feet) COMP
 MN0354  MODELED GRAVITY -    979,950.9   (mgal)                       NAVD 88
 MN0354
 MN0354  VERT ORDER      -  FIRST     CLASS II
 MN0354
 MN0354.The horizontal coordinates were scaled from a map and have
 MN0354.an estimated accuracy of +/- 6 seconds.
 MN0354
 MN0354.The orthometric height was determined by differential leveling and
 MN0354.adjusted by the NATIONAL GEODETIC SURVEY
 MN0354.in June 1991.
 MN0354
 MN0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0354.GEOID18 height accuracy estimate available here.
 MN0354
 MN0354.Click photographs - Photos may exist for this station.
 MN0354
 MN0354.The dynamic height is computed by dividing the NAVD 88
 MN0354.geopotential number by the normal gravity value computed on the
 MN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0354.degrees latitude (g = 980.6199 gals.).
 MN0354
 MN0354.The modeled gravity was interpolated from observed gravity values.
 MN0354
 MN0354;                    North         East    Units  Estimated Accuracy
 MN0354;SPC NE       -   202,170.      249,420.      MT  (+/- 180 meters Scaled)
 MN0354
 MN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG659089(NAD 83)
 MN0354
 MN0354                          SUPERSEDED SURVEY CONTROL
 MN0354
 MN0354.No superseded survey control is available for this station.
 MN0354
 MN0354_MARKER: I = METAL ROD
 MN0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0354_STAMPING: U 417 1985
 MN0354_MARK LOGO: NGS
 MN0354_PROJECTION: FLUSH
 MN0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0354+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0354_ROD/PIPE-DEPTH: 13.4 meters
 MN0354
 MN0354  HISTORY     - Date     Condition        Report By
 MN0354  HISTORY     - 1985     MONUMENTED       NGS
 MN0354  HISTORY     - 20070417 GOOD             NEDR
 MN0354
 MN0354                          STATION DESCRIPTION
 MN0354
 MN0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0354'10.2 KM (6.35 MI) SE FROM BRIDGEPORT.
 MN0354'10.2 KM (6.3 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0354'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A SECTION LINE FENCE
 MN0354'CORNER AND A GUYED POWER POLE, 18.6 METERS (61 FT) NORTHEAST OF THE
 MN0354'HIGHWAY CENTERLINE, 0.8 METER (2.7 FT) SOUTHWEST OF A FENCE, 0.5 METER
 MN0354'(1.7 FT) NORTHWEST OF A CONCRETE RIGHT OF WAY POST, 0.4 METER (1.3 FT)
 MN0354'SOUTHWEST OF THE SECTION LINE FENCE CORNER AND 2.1 METERS (7 FT) SOUTH
 MN0354'OF THE POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0354'5-INCH LOGO CAP.
 MN0354'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0354'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 MN0354
 MN0354                          STATION RECOVERY (2007)
 MN0354
 MN0354'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0354'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0350 ***********************************************************************
 MN0350  DESIGNATION -  U 418
 MN0350  PID         -  MN0350
 MN0350  STATE/COUNTY-  NE/MORRILL
 MN0350  COUNTRY     -  US
 MN0350  USGS QUAD   -  BRIDGEPORT (2017)
 MN0350
 MN0350                         *CURRENT SURVEY CONTROL
 MN0350  ______________________________________________________________________
 MN0350* NAD 83(1986) POSITION- 41 40 06.6    (N) 103 05 59.6    (W)   HD_HELD2
 MN0350* NAVD 88 ORTHO HEIGHT -  1118.229 (meters)     3668.72  (feet) ADJUSTED
 MN0350  ______________________________________________________________________
 MN0350  GEOID HEIGHT    -        -19.501 (meters)                     GEOID18
 MN0350  DYNAMIC HEIGHT  -       1117.527 (meters)     3666.42  (feet) COMP
 MN0350  MODELED GRAVITY -    979,956.7   (mgal)                       NAVD 88
 MN0350
 MN0350  VERT ORDER      -  FIRST     CLASS II
 MN0350
 MN0350.The horizontal coordinates were established by autonomous hand held GPS
 MN0350.observations and have an estimated accuracy of +/- 10 meters.
 MN0350
 MN0350.The orthometric height was determined by differential leveling and
 MN0350.adjusted by the NATIONAL GEODETIC SURVEY
 MN0350.in June 1991.
 MN0350
 MN0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0350.GEOID18 height accuracy estimate available here.
 MN0350
 MN0350.Click photographs - Photos may exist for this station.
 MN0350
 MN0350.The dynamic height is computed by dividing the NAVD 88
 MN0350.geopotential number by the normal gravity value computed on the
 MN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0350.degrees latitude (g = 980.6199 gals.).
 MN0350
 MN0350.The modeled gravity was interpolated from observed gravity values.
 MN0350
 MN0350;                    North         East    Units  Estimated Accuracy
 MN0350;SPC NE       -   208,376.      241,986.      MT  (+/- 10 meters HH2 GPS)
 MN0350
 MN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5818014715(NAD 83)
 MN0350
 MN0350                          SUPERSEDED SURVEY CONTROL
 MN0350
 MN0350.No superseded survey control is available for this station.
 MN0350
 MN0350_MARKER: I = METAL ROD
 MN0350_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0350_STAMPING: U 418 1985
 MN0350_MARK LOGO: NGS
 MN0350_PROJECTION: FLUSH
 MN0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0350+STABILITY: POSITION/ELEVATION WELL
 MN0350_ROD/PIPE-DEPTH: 24.4 meters
 MN0350_SLEEVE-DEPTH  : 6.1 meters
 MN0350
 MN0350  HISTORY     - Date     Condition        Report By
 MN0350  HISTORY     - 1985     MONUMENTED       NGS
 MN0350  HISTORY     - 20071025 GOOD             GEOCAC
 MN0350
 MN0350                          STATION DESCRIPTION
 MN0350
 MN0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0350'IN BRIDGEPORT.
 MN0350'IN BRIDGEPORT, NEAR THE FLAGPOLE IN THE EAST LAWN OF THE MORRILL
 MN0350'COUNTY COURTHOUSE, 12.7 METERS (41.6 FT) WEST OF THE WEST CURB OF MAIN
 MN0350'STREET, 4.8 METERS (15.8 FT) SOUTH-SOUTHEAST OF THE FLAGPOLE, 27.3
 MN0350'METERS (89.7 FT) NORTH OF THE NORTH CURB OF 7 TH STREET, 19.3 METERS
 MN0350'(63.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE.
 MN0350'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0350'THE MARK IS 0.3 M ABOVE MAIN STREET.
 MN0350
 MN0350                          STATION RECOVERY (2007)
 MN0350
 MN0350'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MN0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0331 ***********************************************************************
 MM0331  DESIGNATION -  U 422
 MM0331  PID         -  MM0331
 MM0331  STATE/COUNTY-  NE/KEITH
 MM0331  COUNTRY     -  US
 MM0331  USGS QUAD   -  OGALLALA SW (2017)
 MM0331
 MM0331                         *CURRENT SURVEY CONTROL
 MM0331  ______________________________________________________________________
 MM0331* NAD 83(1986) POSITION- 41 07 18.     (N) 101 44 05.     (W)   SCALED
 MM0331* NAVD 88 ORTHO HEIGHT -   981.823 (meters)     3221.20  (feet) ADJUSTED
 MM0331  ______________________________________________________________________
 MM0331  GEOID HEIGHT    -        -20.924 (meters)                     GEOID18
 MM0331  DYNAMIC HEIGHT  -        981.213 (meters)     3219.20  (feet) COMP
 MM0331  MODELED GRAVITY -    979,969.8   (mgal)                       NAVD 88
 MM0331
 MM0331  VERT ORDER      -  FIRST     CLASS II
 MM0331
 MM0331.The horizontal coordinates were scaled from a map and have
 MM0331.an estimated accuracy of +/- 6 seconds.
 MM0331
 MM0331.The orthometric height was determined by differential leveling and
 MM0331.adjusted by the NATIONAL GEODETIC SURVEY
 MM0331.in June 1991.
 MM0331
 MM0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0331.GEOID18 height accuracy estimate available here.
 MM0331
 MM0331.Click photographs - Photos may exist for this station.
 MM0331
 MM0331.The dynamic height is computed by dividing the NAVD 88
 MM0331.geopotential number by the normal gravity value computed on the
 MM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0331.degrees latitude (g = 980.6199 gals.).
 MM0331
 MM0331.The modeled gravity was interpolated from observed gravity values.
 MM0331
 MM0331;                    North         East    Units  Estimated Accuracy
 MM0331;SPC NE       -   144,500.      354,370.      MT  (+/- 180 meters Scaled)
 MM0331
 MM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL704558(NAD 83)
 MM0331
 MM0331                          SUPERSEDED SURVEY CONTROL
 MM0331
 MM0331  NGVD 29 (02/14/92)  981.391  (m)         3219.78   (f) ADJUSTED    1 2
 MM0331
 MM0331.Superseded values are not recommended for survey control.
 MM0331
 MM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0331.See file dsdata.pdf to determine how the superseded data were derived.
 MM0331
 MM0331_MARKER: I = METAL ROD
 MM0331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0331_STAMPING: U 422 1986
 MM0331_MARK LOGO: NGS
 MM0331_PROJECTION: FLUSH
 MM0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0331_ROD/PIPE-DEPTH: 9.7 meters
 MM0331
 MM0331  HISTORY     - Date     Condition        Report By
 MM0331  HISTORY     - 1986     MONUMENTED       NGS
 MM0331  HISTORY     - 19980710 GOOD             USPSQD
 MM0331
 MM0331                          STATION DESCRIPTION
 MM0331
 MM0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0331'1.3 KM (0.8 MI) WEST FROM OGALLALA.
 MM0331'1.34 KM (0.83 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0331'HIGHWAY 26 AND STATE HIGHWAY 61 AT OGALLALA, 24.2 METERS (79.5 FT)
 MM0331'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 MM0331'THE KILDARE LUMBER COMPANY YARD, 82.0 METERS (269 FT) SOUTH OF THE
 MM0331'HIGHWAY CENTERLINE, 12.6 METERS (41.5 FT) NORTHEAST OF THE NORTH END
 MM0331'OF THE EAST HEADWALL OF THE UNION PACIFIC RAILROAD BRIDGE 335.63, 11.7
 MM0331'METERS (38.5 FT) NORTH OF THE NORTH RAIL AND 1.3 METERS (4.5 FT) WEST
 MM0331'OF A GUYED TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 MM0331'A 5-INCH LOGO CAP.
 MM0331'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0331
 MM0331                          STATION RECOVERY (1998)
 MM0331
 MM0331'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0969 ***********************************************************************
 LH0969  DESIGNATION -  U 423
 LH0969  PID         -  LH0969
 LH0969  STATE/COUNTY-  NE/GOSPER
 LH0969  COUNTRY     -  US
 LH0969  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0969
 LH0969                         *CURRENT SURVEY CONTROL
 LH0969  ______________________________________________________________________
 LH0969* NAD 83(1986) POSITION- 40 23 40.     (N) 099 53 47.     (W)   SCALED
 LH0969* NAVD 88 ORTHO HEIGHT -   712.270 (meters)     2336.84  (feet) ADJUSTED
 LH0969  ______________________________________________________________________
 LH0969  GEOID HEIGHT    -        -24.594 (meters)                     GEOID18
 LH0969  DYNAMIC HEIGHT  -        711.817 (meters)     2335.35  (feet) COMP
 LH0969  MODELED GRAVITY -    979,966.2   (mgal)                       NAVD 88
 LH0969
 LH0969  VERT ORDER      -  FIRST     CLASS II
 LH0969
 LH0969.The horizontal coordinates were scaled from a map and have
 LH0969.an estimated accuracy of +/- 6 seconds.
 LH0969
 LH0969.The orthometric height was determined by differential leveling and
 LH0969.adjusted by the NATIONAL GEODETIC SURVEY
 LH0969.in June 1991.
 LH0969
 LH0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0969.GEOID18 height accuracy estimate available here.
 LH0969
 LH0969.Click photographs - Photos may exist for this station.
 LH0969
 LH0969.The dynamic height is computed by dividing the NAVD 88
 LH0969.geopotential number by the normal gravity value computed on the
 LH0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0969.degrees latitude (g = 980.6199 gals.).
 LH0969
 LH0969.The modeled gravity was interpolated from observed gravity values.
 LH0969
 LH0969;                    North         East    Units  Estimated Accuracy
 LH0969;SPC NE       -    62,310.      508,800.      MT  (+/- 180 meters Scaled)
 LH0969
 LH0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239719(NAD 83)
 LH0969
 LH0969                          SUPERSEDED SURVEY CONTROL
 LH0969
 LH0969  NGVD 29 (02/14/92)  711.971  (m)         2335.86   (f) ADJUSTED    1 2
 LH0969
 LH0969.Superseded values are not recommended for survey control.
 LH0969
 LH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0969.See file dsdata.pdf to determine how the superseded data were derived.
 LH0969
 LH0969_MARKER: I = METAL ROD
 LH0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0969_STAMPING: U 423 1986
 LH0969_MARK LOGO: NGS
 LH0969_PROJECTION: FLUSH
 LH0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0969_ROD/PIPE-DEPTH: 18.3 meters
 LH0969
 LH0969  HISTORY     - Date     Condition        Report By
 LH0969  HISTORY     - 1986     MONUMENTED       NGS
 LH0969
 LH0969                          STATION DESCRIPTION
 LH0969
 LH0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0969'9.8 KM (6.1 MI) NORTH FROM ARAPAHOE.
 LH0969'9.87 KM (6.16 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0969'HIGHWAYS 6 AND 34 AT ARAPAHOE, 0.35 KM (0.2 MI) NORTH OF MILEPOST 27,
 LH0969'18.0 METERS (59 FT) EAST OF THE HIGHWAY CENTERLINE, 7.3 METERS (24 FT)
 LH0969'SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD AND 0.6 METER (2 FT)
 LH0969'SOUTH OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS
 LH0969'HAD THROUGH A 5-INCH LOGO CAP.
 LH0969'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0969'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0992 ***********************************************************************
 LH0992  DESIGNATION -  U 425
 LH0992  PID         -  LH0992
 LH0992  STATE/COUNTY-  NE/DAWSON
 LH0992  COUNTRY     -  US
 LH0992  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0992
 LH0992                         *CURRENT SURVEY CONTROL
 LH0992  ______________________________________________________________________
 LH0992* NAD 83(1986) POSITION- 40 46 44.4    (N) 099 44 23.1    (W)   HD_HELD2
 LH0992* NAVD 88 ORTHO HEIGHT -   730.443 (meters)     2396.46  (feet) ADJUSTED
 LH0992  ______________________________________________________________________
 LH0992  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 LH0992  DYNAMIC HEIGHT  -        730.016 (meters)     2395.06  (feet) COMP
 LH0992  MODELED GRAVITY -    980,016.2   (mgal)                       NAVD 88
 LH0992
 LH0992  VERT ORDER      -  FIRST     CLASS II
 LH0992
 LH0992.The horizontal coordinates were established by autonomous hand held GPS
 LH0992.observations and have an estimated accuracy of +/- 10 meters.
 LH0992
 LH0992.The orthometric height was determined by differential leveling and
 LH0992.adjusted by the NATIONAL GEODETIC SURVEY
 LH0992.in June 1991.
 LH0992
 LH0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0992.GEOID18 height accuracy estimate available here.
 LH0992
 LH0992.Click photographs - Photos may exist for this station.
 LH0992
 LH0992.The dynamic height is computed by dividing the NAVD 88
 LH0992.geopotential number by the normal gravity value computed on the
 LH0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0992.degrees latitude (g = 980.6199 gals.).
 LH0992
 LH0992.The modeled gravity was interpolated from observed gravity values.
 LH0992
 LH0992;                    North         East    Units  Estimated Accuracy
 LH0992;SPC NE       -   105,028.      521,963.      MT  (+/- 10 meters HH2 GPS)
 LH0992
 LH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3757814487(NAD 83)
 LH0992
 LH0992                          SUPERSEDED SURVEY CONTROL
 LH0992
 LH0992  NGVD 29 (02/14/92)  730.167  (m)         2395.56   (f) ADJUSTED    1 2
 LH0992
 LH0992.Superseded values are not recommended for survey control.
 LH0992
 LH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0992.See file dsdata.pdf to determine how the superseded data were derived.
 LH0992
 LH0992_MARKER: DV = VERTICAL CONTROL DISK
 LH0992_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH0992_SP_SET: BUILDING
 LH0992_STAMPING: U 425 1986
 LH0992_MARK LOGO: NGS
 LH0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0992+STABILITY: POSITION/ELEVATION WELL
 LH0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0992+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0992
 LH0992  HISTORY     - Date     Condition        Report By
 LH0992  HISTORY     - 1986     MONUMENTED       NGS
 LH0992  HISTORY     - 19910920 GOOD             NGS
 LH0992  HISTORY     - 19990903 GOOD             NGS
 LH0992  HISTORY     - 20060513 GOOD             GEOCAC
 LH0992
 LH0992                          STATION DESCRIPTION
 LH0992
 LH0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0992'IN LEXINGTON.
 LH0992'THE MARK IS 1.5 M ABOVE THE GROUND.
 LH0992'IN LEXINGTON, VERTICALLY IN THE EAST FACE OF THE POST OFFICE, 0.5 FEET
 LH0992'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AT THE NORTHEAST CORNER
 LH0992'OF THE INTERSECTION OF GRANT STREET AND 6TH STREET, 20.7 METERS (97.5
 LH0992'FT) EAST OF THE EAST CURB OF GRANT STREET AND 7.6 METERS (25 FT) NORTH
 LH0992'OF THE NORTH CURB OF 6TH STREET.
 LH0992
 LH0992                          STATION RECOVERY (1991)
 LH0992
 LH0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0992'IN LEXINGTON, SET VERTICALLY IN THE EAST FACE OF THE POST OFFICE AT
 LH0992'302 EAST 6TH STREET, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 0.1
 LH0992'M (0.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 LH0992
 LH0992                          STATION RECOVERY (1999)
 LH0992
 LH0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 LH0992'RECOVERED IN GOOD CONDITION.
 LH0992
 LH0992                          STATION RECOVERY (2006)
 LH0992
 LH0992'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0344 ***********************************************************************
 MM0344  DESIGNATION -  U 426
 MM0344  PID         -  MM0344
 MM0344  STATE/COUNTY-  NE/LINCOLN
 MM0344  COUNTRY     -  US
 MM0344  USGS QUAD   -  BRADY SW (2017)
 MM0344
 MM0344                         *CURRENT SURVEY CONTROL
 MM0344  ______________________________________________________________________
 MM0344* NAD 83(1986) POSITION- 41 02 31.     (N) 100 24 31.     (W)   SCALED
 MM0344* NAVD 88 ORTHO HEIGHT -   812.746 (meters)     2666.48  (feet) ADJUSTED
 MM0344  ______________________________________________________________________
 MM0344  GEOID HEIGHT    -        -22.732 (meters)                     GEOID18
 MM0344  DYNAMIC HEIGHT  -        812.264 (meters)     2664.90  (feet) COMP
 MM0344  MODELED GRAVITY -    980,003.5   (mgal)                       NAVD 88
 MM0344
 MM0344  VERT ORDER      -  FIRST     CLASS II
 MM0344
 MM0344.The horizontal coordinates were scaled from a map and have
 MM0344.an estimated accuracy of +/- 6 seconds.
 MM0344
 MM0344.The orthometric height was determined by differential leveling and
 MM0344.adjusted by the NATIONAL GEODETIC SURVEY
 MM0344.in June 1991.
 MM0344
 MM0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0344.GEOID18 height accuracy estimate available here.
 MM0344
 MM0344.Click photographs - Photos may exist for this station.
 MM0344
 MM0344.The dynamic height is computed by dividing the NAVD 88
 MM0344.geopotential number by the normal gravity value computed on the
 MM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0344.degrees latitude (g = 980.6199 gals.).
 MM0344
 MM0344.The modeled gravity was interpolated from observed gravity values.
 MM0344
 MM0344;                    North         East    Units  Estimated Accuracy
 MM0344;SPC NE       -   134,270.      465,650.      MT  (+/- 180 meters Scaled)
 MM0344
 MM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL816443(NAD 83)
 MM0344
 MM0344                          SUPERSEDED SURVEY CONTROL
 MM0344
 MM0344  NGVD 29 (02/14/92)  812.409  (m)         2665.38   (f) ADJUSTED    1 2
 MM0344
 MM0344.Superseded values are not recommended for survey control.
 MM0344
 MM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0344.See file dsdata.pdf to determine how the superseded data were derived.
 MM0344
 MM0344_MARKER: I = METAL ROD
 MM0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0344_STAMPING: U 426 1986
 MM0344_MARK LOGO: NGS
 MM0344_PROJECTION: FLUSH
 MM0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0344_ROD/PIPE-DEPTH: 7.9 meters
 MM0344
 MM0344  HISTORY     - Date     Condition        Report By
 MM0344  HISTORY     - 1986     MONUMENTED       NGS
 MM0344
 MM0344                          STATION DESCRIPTION
 MM0344
 MM0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0344'4.5 KM (2.8 MI) NW FROM BRADY.
 MM0344'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 MM0344'AT BRADY, THENCE 4.2 KM (2.6 MI) NORTHWEST ALONG US HIGHWAY 30, 0.1 KM
 MM0344'(0.5 MI) SOUTH ACROSS THE UNION PACIFIC RAILROAD FROM MILEPOST 198,
 MM0344'71.0 METERS (233 FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY
 MM0344'CENTERLINE, 25.7 METERS (84.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 7.8
 MM0344'METERS (25.5 FT) NORTHWEST OF THE 6TH TELEPHONE POLE NORTHWEST OF
 MM0344'RAILROAD MILEPOLE 264, 0.7 METER (2.5 FT) NORTHWEST OF THE SOUTHEAST
 MM0344'END OF A WIRE GATE AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY
 MM0344'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0344'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MM0344'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2141 ***********************************************************************
 MK2141  DESIGNATION -  U 428
 MK2141  PID         -  MK2141
 MK2141  STATE/COUNTY-  NE/DOUGLAS
 MK2141  COUNTRY     -  US
 MK2141  USGS QUAD   -  RALSTON (2017)
 MK2141
 MK2141                         *CURRENT SURVEY CONTROL
 MK2141  ______________________________________________________________________
 MK2141* NAD 83(1986) POSITION- 41 13 18.     (N) 096 01 41.     (W)   SCALED
 MK2141* NAVD 88 ORTHO HEIGHT -   331.855 (meters)     1088.76  (feet) ADJUSTED
 MK2141  ______________________________________________________________________
 MK2141  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 MK2141  DYNAMIC HEIGHT  -        331.717 (meters)     1088.31  (feet) COMP
 MK2141  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 MK2141
 MK2141  VERT ORDER      -  FIRST     CLASS II
 MK2141
 MK2141.The horizontal coordinates were scaled from a map and have
 MK2141.an estimated accuracy of +/- 6 seconds.
 MK2141
 MK2141.The orthometric height was determined by differential leveling and
 MK2141.adjusted by the NATIONAL GEODETIC SURVEY
 MK2141.in June 1991.
 MK2141
 MK2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2141.GEOID18 height accuracy estimate available here.
 MK2141
 MK2141.Click photographs - Photos may exist for this station.
 MK2141
 MK2141.The dynamic height is computed by dividing the NAVD 88
 MK2141.geopotential number by the normal gravity value computed on the
 MK2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2141.degrees latitude (g = 980.6199 gals.).
 MK2141
 MK2141.The modeled gravity was interpolated from observed gravity values.
 MK2141
 MK2141;                    North         East    Units  Estimated Accuracy
 MK2141;SPC NE       -   161,790.      832,830.      MT  (+/- 180 meters Scaled)
 MK2141
 MK2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL491676(NAD 83)
 MK2141
 MK2141                          SUPERSEDED SURVEY CONTROL
 MK2141
 MK2141.No superseded survey control is available for this station.
 MK2141
 MK2141_MARKER: I = METAL ROD
 MK2141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2141_STAMPING: U 428 1989
 MK2141_MARK LOGO: NGS
 MK2141_PROJECTION: FLUSH
 MK2141_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2141+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2011
 MK2141_ROD/PIPE-DEPTH: 11.4 meters
 MK2141
 MK2141  HISTORY     - Date     Condition        Report By
 MK2141  HISTORY     - 1989     MONUMENTED       NGS
 MK2141  HISTORY     - 20051025 GOOD             NEDR
 MK2141  HISTORY     - 20110210 GOOD             INDIV
 MK2141
 MK2141                          STATION DESCRIPTION
 MK2141
 MK2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2141'2.0 KM (1.25 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 MK2141'JUNCTION WITH 60TH STREET IN OMAHA, 55.2 M (181.1 FT) SOUTHEAST OF
 MK2141'THE SOUTHEAST CORNER OF THE AMERICAN LINEN SUPPLY COMPANY, 44.5 M
 MK2141'(146.0 FT) EAST OF A CONCRETE FENCE CORNER POST, 40.8 M (133.9 FT)
 MK2141'NORTH OF THE NEAR RAIL, 16.8 M (55.1 FT) NORTHWEST OF A UTILITY POLE,
 MK2141'2.0 M (6.6 FT) ABOVE THE LEVEL OF THE TRACKS, AND 0.3 M (1.0 FT)
 MK2141'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 MK2141'IS THROUGH A 5-INCH LOGO CAP.
 MK2141
 MK2141                          STATION RECOVERY (2005)
 MK2141
 MK2141'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MK2141'RECOVERED IN GOOD CONDITION.
 MK2141
 MK2141                          STATION RECOVERY (2011)
 MK2141
 MK2141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1373 ***********************************************************************
 MJ1373  DESIGNATION -  U 429
 MJ1373  PID         -  MJ1373
 MJ1373  STATE/COUNTY-  NE/DOUGLAS
 MJ1373  COUNTRY     -  US
 MJ1373  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1373
 MJ1373                         *CURRENT SURVEY CONTROL
 MJ1373  ______________________________________________________________________
 MJ1373* NAD 83(1986) POSITION- 41 13 49.     (N) 095 55 16.     (W)   SCALED
 MJ1373* NAVD 88 ORTHO HEIGHT -   328.350 (meters)     1077.26  (feet) ADJUSTED
 MJ1373  ______________________________________________________________________
 MJ1373  GEOID HEIGHT    -        -27.451 (meters)                     GEOID18
 MJ1373  DYNAMIC HEIGHT  -        328.214 (meters)     1076.82  (feet) COMP
 MJ1373  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 MJ1373
 MJ1373  VERT ORDER      -  FIRST     CLASS II
 MJ1373
 MJ1373.The horizontal coordinates were scaled from a map and have
 MJ1373.an estimated accuracy of +/- 6 seconds.
 MJ1373
 MJ1373.The orthometric height was determined by differential leveling and
 MJ1373.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1373.in June 1991.
 MJ1373
 MJ1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1373.GEOID18 height accuracy estimate available here.
 MJ1373
 MJ1373.Click photographs - Photos may exist for this station.
 MJ1373
 MJ1373.The dynamic height is computed by dividing the NAVD 88
 MJ1373.geopotential number by the normal gravity value computed on the
 MJ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1373.degrees latitude (g = 980.6199 gals.).
 MJ1373
 MJ1373.The modeled gravity was interpolated from observed gravity values.
 MJ1373
 MJ1373;                    North         East    Units  Estimated Accuracy
 MJ1373;SPC NE       -   163,160.      841,740.      MT  (+/- 180 meters Scaled)
 MJ1373
 MJ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551684(NAD 83)
 MJ1373
 MJ1373                          SUPERSEDED SURVEY CONTROL
 MJ1373
 MJ1373.No superseded survey control is available for this station.
 MJ1373
 MJ1373_MARKER: I = METAL ROD
 MJ1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1373_STAMPING: U 429 1989
 MJ1373_MARK LOGO: NGS
 MJ1373_PROJECTION: FLUSH
 MJ1373_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1373+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1373_ROD/PIPE-DEPTH: 13.4 meters
 MJ1373
 MJ1373  HISTORY     - Date     Condition        Report By
 MJ1373  HISTORY     - 1989     MONUMENTED       NGS
 MJ1373
 MJ1373                          STATION DESCRIPTION
 MJ1373
 MJ1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1373'IN OMAHA, AT THE INTERSECTION OF 4TH AND SPRING STREETS, 11.7 M (38.4
 MJ1373'FT) EAST OF THE CENTER OF 4TH STREET, 5.9 M (19.4 FT) SOUTH OF THE
 MJ1373'CENTER OF SPRING STREET, 3.5 M (11.5 FT) EAST-NORTHEAST OF A UTILITY
 MJ1373'POLE WITH A STREET LIGHT, 2.6 M (8.5 FT) SOUTHWEST OF THE CENTER OF A
 MJ1373'MANHOLE COVER, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0
 MJ1373'FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 MJ1373'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MJ1373'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0539 ***********************************************************************
 NO0539  DESIGNATION -  U 431
 NO0539  PID         -  NO0539
 NO0539  STATE/COUNTY-  NE/CHERRY
 NO0539  COUNTRY     -  US
 NO0539  USGS QUAD   -  SIMEON (2017)
 NO0539
 NO0539                         *CURRENT SURVEY CONTROL
 NO0539  ______________________________________________________________________
 NO0539* NAD 83(1986) POSITION- 42 33 52.     (N) 100 44 54.     (W)   SCALED
 NO0539* NAVD 88 ORTHO HEIGHT -   909.611 (meters)     2984.28  (feet) ADJUSTED
 NO0539  ______________________________________________________________________
 NO0539  GEOID HEIGHT    -        -21.211 (meters)                     GEOID18
 NO0539  DYNAMIC HEIGHT  -        909.189 (meters)     2982.90  (feet) COMP
 NO0539  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 NO0539
 NO0539  VERT ORDER      -  FIRST     CLASS II
 NO0539
 NO0539.The horizontal coordinates were scaled from a map and have
 NO0539.an estimated accuracy of +/- 6 seconds.
 NO0539
 NO0539.The orthometric height was determined by differential leveling and
 NO0539.adjusted by the NATIONAL GEODETIC SURVEY
 NO0539.in June 1994.
 NO0539
 NO0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0539.GEOID18 height accuracy estimate available here.
 NO0539
 NO0539.Click photographs - Photos may exist for this station.
 NO0539
 NO0539.The dynamic height is computed by dividing the NAVD 88
 NO0539.geopotential number by the normal gravity value computed on the
 NO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0539.degrees latitude (g = 980.6199 gals.).
 NO0539
 NO0539.The modeled gravity was interpolated from observed gravity values.
 NO0539
 NO0539;                    North         East    Units  Estimated Accuracy
 NO0539;SPC NE       -   303,510.      438,560.      MT  (+/- 180 meters Scaled)
 NO0539
 NO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN564139(NAD 83)
 NO0539
 NO0539                          SUPERSEDED SURVEY CONTROL
 NO0539
 NO0539  NGVD 29 (02/14/92)  909.298  (m)         2983.26   (f) ADJUSTED    1 2
 NO0539
 NO0539.Superseded values are not recommended for survey control.
 NO0539
 NO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0539.See file dsdata.pdf to determine how the superseded data were derived.
 NO0539
 NO0539_MARKER: I = METAL ROD
 NO0539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0539_STAMPING: U 431 1991
 NO0539_MARK LOGO: NGS
 NO0539_PROJECTION: FLUSH
 NO0539_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0539+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0539_ROD/PIPE-DEPTH: 10.9 meters
 NO0539
 NO0539  HISTORY     - Date     Condition        Report By
 NO0539  HISTORY     - 1991     MONUMENTED       NGS
 NO0539
 NO0539                          STATION DESCRIPTION
 NO0539
 NO0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0539'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0539'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 25.8 KM (16.05 MI) WESTERLY
 NO0539'ALONG STATE HIGHWAY SPUR 16B, 92.9 M (304.8 FT) WEST OF THE CENTER OF
 NO0539'A FIELD ENTRANCE, 16.0 M (52.5 FT) EAST-NORTHEAST OF A UTILITY POLE,
 NO0539'12.2 M (40.0 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.7
 NO0539'M (28.5 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A
 NO0539'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0539'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0558 ***********************************************************************
 NO0558  DESIGNATION -  U 432
 NO0558  PID         -  NO0558
 NO0558  STATE/COUNTY-  NE/CHERRY
 NO0558  COUNTRY     -  US
 NO0558  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0558
 NO0558                         *CURRENT SURVEY CONTROL
 NO0558  ______________________________________________________________________
 NO0558* NAD 83(1986) POSITION- 42 20 30.     (N) 101 01 24.     (W)   SCALED
 NO0558* NAVD 88 ORTHO HEIGHT -   983.030 (meters)     3225.16  (feet) ADJUSTED
 NO0558  ______________________________________________________________________
 NO0558  GEOID HEIGHT    -        -20.450 (meters)                     GEOID18
 NO0558  DYNAMIC HEIGHT  -        982.554 (meters)     3223.60  (feet) COMP
 NO0558  MODELED GRAVITY -    980,103.5   (mgal)                       NAVD 88
 NO0558
 NO0558  VERT ORDER      -  FIRST     CLASS II
 NO0558
 NO0558.The horizontal coordinates were scaled from a map and have
 NO0558.an estimated accuracy of +/- 6 seconds.
 NO0558
 NO0558.The orthometric height was determined by differential leveling and
 NO0558.adjusted by the NATIONAL GEODETIC SURVEY
 NO0558.in June 1994.
 NO0558
 NO0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0558.GEOID18 height accuracy estimate available here.
 NO0558
 NO0558.Click photographs - Photos may exist for this station.
 NO0558
 NO0558.The dynamic height is computed by dividing the NAVD 88
 NO0558.geopotential number by the normal gravity value computed on the
 NO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0558.degrees latitude (g = 980.6199 gals.).
 NO0558
 NO0558.The modeled gravity was interpolated from observed gravity values.
 NO0558
 NO0558;                    North         East    Units  Estimated Accuracy
 NO0558;SPC NE       -   279,000.      415,690.      MT  (+/- 180 meters Scaled)
 NO0558
 NO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM333896(NAD 83)
 NO0558
 NO0558                          SUPERSEDED SURVEY CONTROL
 NO0558
 NO0558  NGVD 29 (02/14/92)  982.725  (m)         3224.16   (f) ADJUSTED    1 2
 NO0558
 NO0558.Superseded values are not recommended for survey control.
 NO0558
 NO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0558.See file dsdata.pdf to determine how the superseded data were derived.
 NO0558
 NO0558_MARKER: I = METAL ROD
 NO0558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0558_STAMPING: U 432 1991
 NO0558_MARK LOGO: NGS
 NO0558_PROJECTION: FLUSH
 NO0558_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0558+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0558_ROD/PIPE-DEPTH: 17.9 meters
 NO0558
 NO0558  HISTORY     - Date     Condition        Report By
 NO0558  HISTORY     - 1991     MONUMENTED       NGS
 NO0558
 NO0558                          STATION DESCRIPTION
 NO0558
 NO0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0558'34.4 KM (21.35 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0558'OF STATE HIGHWAY 2 IN MULLEN, 50.7 M (166.3 FT) WEST OF THE HIGHWAY
 NO0558'CENTERLINE, 15.4 M (50.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 NO0558'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 NO0558'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0558'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0545 ***********************************************************************
 MM0545  DESIGNATION -  U 433
 MM0545  PID         -  MM0545
 MM0545  STATE/COUNTY-  NE/LINCOLN
 MM0545  COUNTRY     -  US
 MM0545  USGS QUAD   -  GOOD HOPE CEMETERY (2017)
 MM0545
 MM0545                         *CURRENT SURVEY CONTROL
 MM0545  ______________________________________________________________________
 MM0545* NAD 83(1986) POSITION- 41 15 13.     (N) 100 48 43.     (W)   SCALED
 MM0545* NAVD 88 ORTHO HEIGHT -   901.516 (meters)     2957.72  (feet) ADJUSTED
 MM0545  ______________________________________________________________________
 MM0545  GEOID HEIGHT    -        -22.009 (meters)                     GEOID18
 MM0545  DYNAMIC HEIGHT  -        900.986 (meters)     2955.98  (feet) COMP
 MM0545  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 MM0545
 MM0545  VERT ORDER      -  FIRST     CLASS II
 MM0545
 MM0545.The horizontal coordinates were scaled from a map and have
 MM0545.an estimated accuracy of +/- 6 seconds.
 MM0545
 MM0545.The orthometric height was determined by differential leveling and
 MM0545.adjusted by the NATIONAL GEODETIC SURVEY
 MM0545.in June 1994.
 MM0545
 MM0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0545.GEOID18 height accuracy estimate available here.
 MM0545
 MM0545.Click photographs - Photos may exist for this station.
 MM0545
 MM0545.The dynamic height is computed by dividing the NAVD 88
 MM0545.geopotential number by the normal gravity value computed on the
 MM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0545.degrees latitude (g = 980.6199 gals.).
 MM0545
 MM0545.The modeled gravity was interpolated from observed gravity values.
 MM0545
 MM0545;                    North         East    Units  Estimated Accuracy
 MM0545;SPC NE       -   158,010.      431,970.      MT  (+/- 180 meters Scaled)
 MM0545
 MM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL481684(NAD 83)
 MM0545
 MM0545                          SUPERSEDED SURVEY CONTROL
 MM0545
 MM0545  NGVD 29 (02/14/92)  901.161  (m)         2956.56   (f) ADJUSTED    1 2
 MM0545
 MM0545.Superseded values are not recommended for survey control.
 MM0545
 MM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0545.See file dsdata.pdf to determine how the superseded data were derived.
 MM0545
 MM0545_MARKER: I = METAL ROD
 MM0545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0545_STAMPING: U 433 1991
 MM0545_MARK LOGO: NGS
 MM0545_PROJECTION: FLUSH
 MM0545_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0545+STABILITY: POSITION/ELEVATION WELL
 MM0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0545+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0545_ROD/PIPE-DEPTH: 12.8 meters
 MM0545_SLEEVE-DEPTH  : 7.9 meters
 MM0545
 MM0545  HISTORY     - Date     Condition        Report By
 MM0545  HISTORY     - 1991     MONUMENTED       NGS
 MM0545
 MM0545                          STATION DESCRIPTION
 MM0545
 MM0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0545'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0545'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0545'8.6 KM (5.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 23.3 M (76.4
 MM0545'FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING TO THE GOOD HOPE
 MM0545'CEMETERY, 22.3 M (73.2 FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY
 MM0545'CENTERLINE, 15.5 M (50.9 FT) SOUTHEAST OF THE CENTER OF A FIELD
 MM0545'ENTRANCE, 14.6 M (47.9 FT) NORTHWEST OF A FENCE CORNER, AND 0.4 M
 MM0545'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 MM0545'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1429 ***********************************************************************
 LH1429  DESIGNATION -  U 434
 LH1429  PID         -  LH1429
 LH1429  STATE/COUNTY-  NE/DAWSON
 LH1429  COUNTRY     -  US
 LH1429  USGS QUAD   -  OVERTON (2017)
 LH1429
 LH1429                         *CURRENT SURVEY CONTROL
 LH1429  ______________________________________________________________________
 LH1429* NAD 83(1986) POSITION- 40 44 56.     (N) 099 37 13.     (W)   SCALED
 LH1429* NAVD 88 ORTHO HEIGHT -   716.455 (meters)     2350.57  (feet) ADJUSTED
 LH1429  ______________________________________________________________________
 LH1429  GEOID HEIGHT    -        -24.020 (meters)                     GEOID18
 LH1429  DYNAMIC HEIGHT  -        716.033 (meters)     2349.18  (feet) COMP
 LH1429  MODELED GRAVITY -    980,011.8   (mgal)                       NAVD 88
 LH1429
 LH1429  VERT ORDER      -  FIRST     CLASS II
 LH1429
 LH1429.The horizontal coordinates were scaled from a map and have
 LH1429.an estimated accuracy of +/- 6 seconds.
 LH1429
 LH1429.The orthometric height was determined by differential leveling and
 LH1429.adjusted by the NATIONAL GEODETIC SURVEY
 LH1429.in May 1993.
 LH1429
 LH1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1429.GEOID18 height accuracy estimate available here.
 LH1429
 LH1429.Click photographs - Photos may exist for this station.
 LH1429
 LH1429.The dynamic height is computed by dividing the NAVD 88
 LH1429.geopotential number by the normal gravity value computed on the
 LH1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1429.degrees latitude (g = 980.6199 gals.).
 LH1429
 LH1429.The modeled gravity was interpolated from observed gravity values.
 LH1429
 LH1429;                    North         East    Units  Estimated Accuracy
 LH1429;SPC NE       -   101,720.      532,060.      MT  (+/- 180 meters Scaled)
 LH1429
 LH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML476110(NAD 83)
 LH1429
 LH1429                          SUPERSEDED SURVEY CONTROL
 LH1429
 LH1429  NGVD 29 (02/14/92)  716.190  (m)         2349.70   (f) ADJUSTED    1 2
 LH1429
 LH1429.Superseded values are not recommended for survey control.
 LH1429
 LH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1429.See file dsdata.pdf to determine how the superseded data were derived.
 LH1429
 LH1429_MARKER: DV = VERTICAL CONTROL DISK
 LH1429_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1429_SP_SET: GRAIN ELEVATOR
 LH1429_STAMPING: U 434 1991
 LH1429_MARK LOGO: NGS
 LH1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1429+STABILITY: POSITION/ELEVATION WELL
 LH1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1429+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1429
 LH1429  HISTORY     - Date     Condition        Report By
 LH1429  HISTORY     - 1991     MONUMENTED       NGS
 LH1429
 LH1429                          STATION DESCRIPTION
 LH1429
 LH1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1429'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1429'OF U.S. HIGHWAY 283 IN LEXINGTON, SET VERTICALLY IN THE NORTH FACE
 LH1429'OF A CONCRETE WALL FOR THE MOST EASTERLY OF 3 GRAIN GRAIN STORAGE
 LH1429'BINS AT THE PEAVEY-TOSSLYN ELEVATOR, 58.3 M (191.3 FT) SOUTH OF THE
 LH1429'CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) EAST OF THE EAST FACE OF
 LH1429'A LOADING DOCK, 12.8 M (42.0 FT) SOUTH OF THE NEAR RAIL OF THE MAIN
 LH1429'TRACK OF THE UNION PACIFIC RAILROAD, AND 2.0 M (6.6 FT) ABOVE THE
 LH1429'LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH1429'PEAVEY-TOSSLYN ELEVATOR COMPANY, BOX 172, LEXINGTON, NE 68850,
 LH1429'TELEPHONE NUMBER (308)324-5565.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1456 ***********************************************************************
 LH1456  DESIGNATION -  U 435
 LH1456  PID         -  LH1456
 LH1456  STATE/COUNTY-  NE/BUFFALO
 LH1456  COUNTRY     -  US
 LH1456  USGS QUAD   -  GIBBON NORTH (2017)
 LH1456
 LH1456                         *CURRENT SURVEY CONTROL
 LH1456  ______________________________________________________________________
 LH1456* NAD 83(1986) POSITION- 40 46 02.     (N) 098 46 46.     (W)   SCALED
 LH1456* NAVD 88 ORTHO HEIGHT -   619.933 (meters)     2033.90  (feet) ADJUSTED
 LH1456  ______________________________________________________________________
 LH1456  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 LH1456  DYNAMIC HEIGHT  -        619.590 (meters)     2032.77  (feet) COMP
 LH1456  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 LH1456
 LH1456  VERT ORDER      -  FIRST     CLASS II
 LH1456
 LH1456.The horizontal coordinates were scaled from a map and have
 LH1456.an estimated accuracy of +/- 6 seconds.
 LH1456
 LH1456.The orthometric height was determined by differential leveling and
 LH1456.adjusted by the NATIONAL GEODETIC SURVEY
 LH1456.in May 1993.
 LH1456
 LH1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1456.GEOID18 height accuracy estimate available here.
 LH1456
 LH1456.Click photographs - Photos may exist for this station.
 LH1456
 LH1456.The dynamic height is computed by dividing the NAVD 88
 LH1456.geopotential number by the normal gravity value computed on the
 LH1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1456.degrees latitude (g = 980.6199 gals.).
 LH1456
 LH1456.The modeled gravity was interpolated from observed gravity values.
 LH1456
 LH1456;                    North         East    Units  Estimated Accuracy
 LH1456;SPC NE       -   104,420.      603,020.      MT  (+/- 180 meters Scaled)
 LH1456
 LH1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL186129(NAD 83)
 LH1456
 LH1456                          SUPERSEDED SURVEY CONTROL
 LH1456
 LH1456  NGVD 29 (02/14/92)  619.675  (m)         2033.05   (f) ADJUSTED    1 2
 LH1456
 LH1456.Superseded values are not recommended for survey control.
 LH1456
 LH1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1456.See file dsdata.pdf to determine how the superseded data were derived.
 LH1456
 LH1456_MARKER: I = METAL ROD
 LH1456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1456_STAMPING: U 435 1991
 LH1456_MARK LOGO: NGS
 LH1456_PROJECTION: FLUSH
 LH1456_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1456+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2017
 LH1456_ROD/PIPE-DEPTH: 16.9 meters
 LH1456
 LH1456  HISTORY     - Date     Condition        Report By
 LH1456  HISTORY     - 1991     MONUMENTED       NGS
 LH1456  HISTORY     - 20170227 GOOD             NEGS
 LH1456
 LH1456                          STATION DESCRIPTION
 LH1456
 LH1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1456'27.0 KM (16.75 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1456'OF STATE HIGHWAY 44 IN KEARNEY, 61.2 M (200.8 FT) SOUTH OF AND LEVEL
 LH1456'WITH THE CENTERLINE OF THE HIGHWAY, 13.8 M (45.3 FT) SOUTH-SOUTHEAST
 LH1456'OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.6 M (41.3 FT) WEST
 LH1456'OF THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) NORTHWEST OF A FENCE
 LH1456'CORNER, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 LH1456'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1456
 LH1456                          STATION RECOVERY (2017)
 LH1456
 LH1456'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (MH)
 LH1456'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1498 ***********************************************************************
 LH1498  DESIGNATION -  U 436
 LH1498  PID         -  LH1498
 LH1498  STATE/COUNTY-  NE/CLAY
 LH1498  COUNTRY     -  US
 LH1498  USGS QUAD   -  INLAND (2017)
 LH1498
 LH1498                         *CURRENT SURVEY CONTROL
 LH1498  ______________________________________________________________________
 LH1498* NAD 83(1986) POSITION- 40 34 57.     (N) 098 08 50.     (W)   SCALED
 LH1498* NAVD 88 ORTHO HEIGHT -   551.834 (meters)     1810.48  (feet) ADJUSTED
 LH1498  ______________________________________________________________________
 LH1498  GEOID HEIGHT    -        -25.643 (meters)                     GEOID18
 LH1498  DYNAMIC HEIGHT  -        551.527 (meters)     1809.47  (feet) COMP
 LH1498  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 LH1498
 LH1498  VERT ORDER      -  FIRST     CLASS II
 LH1498
 LH1498.The horizontal coordinates were scaled from a map and have
 LH1498.an estimated accuracy of +/- 6 seconds.
 LH1498
 LH1498.The orthometric height was determined by differential leveling and
 LH1498.adjusted by the NATIONAL GEODETIC SURVEY
 LH1498.in May 1993.
 LH1498
 LH1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1498.GEOID18 height accuracy estimate available here.
 LH1498
 LH1498.Click photographs - Photos may exist for this station.
 LH1498
 LH1498.The dynamic height is computed by dividing the NAVD 88
 LH1498.geopotential number by the normal gravity value computed on the
 LH1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1498.degrees latitude (g = 980.6199 gals.).
 LH1498
 LH1498.The modeled gravity was interpolated from observed gravity values.
 LH1498
 LH1498;                    North         East    Units  Estimated Accuracy
 LH1498;SPC NE       -    84,860.      656,820.      MT  (+/- 180 meters Scaled)
 LH1498
 LH1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK721927(NAD 83)
 LH1498
 LH1498                          SUPERSEDED SURVEY CONTROL
 LH1498
 LH1498.No superseded survey control is available for this station.
 LH1498
 LH1498_MARKER: I = METAL ROD
 LH1498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1498_STAMPING: U 436 1991
 LH1498_MARK LOGO: NGS
 LH1498_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1498_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1498+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1498_ROD/PIPE-DEPTH: 6.1 meters
 LH1498
 LH1498  HISTORY     - Date     Condition        Report By
 LH1498  HISTORY     - 1991     MONUMENTED       NGS
 LH1498
 LH1498                          STATION DESCRIPTION
 LH1498
 LH1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1498'22.3 KM (13.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1498'OF U.S. HIGHWAY 281 IN HASTINGS, 46.3 M (151.9 FT) SOUTH OF THE
 LH1498'HIGHWAY CENTERLINE, 32.0 M (105.0 FT) EAST OF AN IRRIGATION PUMP
 LH1498'SWITCH BOX, 12.0 M (39.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 LH1498'1.4 M (4.6 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER AND 4 GUY
 LH1498'CABLES, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 LH1498'FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1498'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1276 ***********************************************************************
 LG1276  DESIGNATION -  U 437
 LG1276  PID         -  LG1276
 LG1276  STATE/COUNTY-  NE/FILLMORE
 LG1276  COUNTRY     -  US
 LG1276  USGS QUAD   -  EXETER (2017)
 LG1276
 LG1276                         *CURRENT SURVEY CONTROL
 LG1276  ______________________________________________________________________
 LG1276* NAD 83(1986) POSITION- 40 38 29.55   (N) 097 25 38.92   (W)   HD_HELD1
 LG1276* NAVD 88 ORTHO HEIGHT -   485.304 (meters)     1592.20  (feet) ADJUSTED
 LG1276  ______________________________________________________________________
 LG1276  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 LG1276  DYNAMIC HEIGHT  -        485.037 (meters)     1591.33  (feet) COMP
 LG1276  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 LG1276
 LG1276  VERT ORDER      -  FIRST     CLASS II
 LG1276
 LG1276.The horizontal coordinates were determined by differentially corrected
 LG1276.hand held GPS observations or other comparable positioning techniques
 LG1276.and have an estimated accuracy of +/- 3 meters.
 LG1276
 LG1276.The orthometric height was determined by differential leveling and
 LG1276.adjusted by the NATIONAL GEODETIC SURVEY
 LG1276.in May 1993.
 LG1276
 LG1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1276.GEOID18 height accuracy estimate available here.
 LG1276
 LG1276.Click photographs - Photos may exist for this station.
 LG1276
 LG1276.The dynamic height is computed by dividing the NAVD 88
 LG1276.geopotential number by the normal gravity value computed on the
 LG1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1276.degrees latitude (g = 980.6199 gals.).
 LG1276
 LG1276.The modeled gravity was interpolated from observed gravity values.
 LG1276
 LG1276;                    North         East    Units  Estimated Accuracy
 LG1276;SPC NE       -    92,971.1     717,526.1     MT  (+/- 3 meters HH1 GPS) 
 LG1276
 LG1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3296700154(NAD 83)
 LG1276
 LG1276                          SUPERSEDED SURVEY CONTROL
 LG1276
 LG1276.No superseded survey control is available for this station.
 LG1276
 LG1276_MARKER: F = FLANGE-ENCASED ROD
 LG1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1276_STAMPING: U 437 1991
 LG1276_MARK LOGO: NGS
 LG1276_PROJECTION: PROJECTING 3 CENTIMETERS
 LG1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1276+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 LG1276_ROD/PIPE-DEPTH: 10.8 meters
 LG1276
 LG1276  HISTORY     - Date     Condition        Report By
 LG1276  HISTORY     - 1991     MONUMENTED       NGS
 LG1276  HISTORY     - 20200309 GOOD             NEGS
 LG1276  HISTORY     - 20200715 GOOD             NEGS
 LG1276
 LG1276                          STATION DESCRIPTION
 LG1276
 LG1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1276'14.3 KM (8.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1276'U.S. HIGHWAY 81 IN FAIRMONT, 18.3 M (60.0 FT) SOUTHEAST OF THE
 LG1276'CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT) EAST OF A CHAIN-LINK FENCE
 LG1276'CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 LG1276'NORTHEAST OF A RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) SOUTHWEST OF A
 LG1276'WITNESS POST, AND 0.3 M (1.0 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS
 LG1276'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1276
 LG1276                          STATION RECOVERY (2020)
 LG1276
 LG1276'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG1276'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND S. EXETER AVENUE
 LG1276'IN EXETER, NORTHEAST, GO EASTERLY ON U.S.HIGHWAY 6 FOR 1.21 MILES TO
 LG1276'MILE POST 265.16 AND THE MARK ON THE RIGHT.
 LG1276'
 LG1276'THE MARK IS 1.0 FT (0.3 M) NORTHWEST OF A FENCE, 1.3 FT (0.4 M)
 LG1276'SOUTHWEST OF A WITNESS POST, 1.6 FT (0.5 M) NORTHEAST OF A ROW MARKER
 LG1276'AND 20.7 FT (6.3 M) EAST OF A CHAIN LINK FENCE CORNER.
 LG1276
 LG1276                          STATION RECOVERY (2020)
 LG1276
 LG1276'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LG1276'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND S. EXETER AVENUE.  IN
 LG1276'EXETER, NE., GO EAST ON U.S. HIGHWAY 6 FOR APPROXIMATELY 1.21 MI (1.95
 LG1276'KM) TO MILE POST 265.16 AND THE MARK ON THE RIGHT (SOUTHEAST).  THE
 LG1276'MARK IS 20.7 FT (6.3 M) EAST OF A CHAIN LINK FENCE CORNER, 1.6 FT (0.5
 LG1276'M) NORTHEAST OF A ROW MARKER, 1.3 FT (0.4 M) SOUTHWEST OF A WITNESS
 LG1276'POST, 1.0 FT (0.3 M) NORTHWEST OF A FENCE AND 60.0 FT (18.3 M)
 LG1276'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 6.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1361 ***********************************************************************
 LG1361  DESIGNATION -  U 438
 LG1361  PID         -  LG1361
 LG1361  STATE/COUNTY-  NE/LANCASTER
 LG1361  COUNTRY     -  US
 LG1361  USGS QUAD   -  LINCOLN (2017)
 LG1361
 LG1361                         *CURRENT SURVEY CONTROL
 LG1361  ______________________________________________________________________
 LG1361* NAD 83(1986) POSITION- 40 47 36.     (N) 096 42 48.     (W)   SCALED
 LG1361* NAVD 88 ORTHO HEIGHT -   352.724 (meters)     1157.23  (feet) ADJUSTED
 LG1361  ______________________________________________________________________
 LG1361  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 LG1361  DYNAMIC HEIGHT  -        352.569 (meters)     1156.72  (feet) COMP
 LG1361  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 LG1361
 LG1361  VERT ORDER      -  FIRST     CLASS II
 LG1361
 LG1361.The horizontal coordinates were scaled from a map and have
 LG1361.an estimated accuracy of +/- 6 seconds.
 LG1361
 LG1361.The orthometric height was determined by differential leveling and
 LG1361.adjusted by the NATIONAL GEODETIC SURVEY
 LG1361.in May 1993.
 LG1361
 LG1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1361.GEOID18 height accuracy estimate available here.
 LG1361
 LG1361.Click photographs - Photos may exist for this station.
 LG1361
 LG1361.The dynamic height is computed by dividing the NAVD 88
 LG1361.geopotential number by the normal gravity value computed on the
 LG1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1361.degrees latitude (g = 980.6199 gals.).
 LG1361
 LG1361.The modeled gravity was interpolated from observed gravity values.
 LG1361
 LG1361;                    North         East    Units  Estimated Accuracy
 LG1361;SPC NE       -   111,860.      777,250.      MT  (+/- 180 meters Scaled)
 LG1361
 LG1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL929183(NAD 83)
 LG1361
 LG1361                          SUPERSEDED SURVEY CONTROL
 LG1361
 LG1361.No superseded survey control is available for this station.
 LG1361
 LG1361_MARKER: DV = VERTICAL CONTROL DISK
 LG1361_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1361_SP_SET: GRAIN ELEVATOR
 LG1361_STAMPING: U 438 1991
 LG1361_MARK LOGO: NGS
 LG1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1361+STABILITY: POSITION/ELEVATION WELL
 LG1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1361+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1361
 LG1361  HISTORY     - Date     Condition        Report By
 LG1361  HISTORY     - 1991     MONUMENTED       NGS
 LG1361  HISTORY     - 20040805 GOOD             USPSQD
 LG1361
 LG1361                          STATION DESCRIPTION
 LG1361
 LG1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1361'IN LINCOLN, SET VERTICALLY IN THE NORTHEAST FACE OF A ROW OF 13 GRAIN
 LG1361'ELEVATORS OF THE GOOCH MILL AND ELEVATOR AT 540 SOUTH 6TH STREET,
 LG1361'53.0 M (173.9 FT) WEST OF THE CENTER OF THE STREET, 4.3 M (14.1 FT)
 LG1361'SOUTH OF THE CENTER OF A DRAIN, 1.0 M (3.3 FT) ABOVE THE GROUND
 LG1361'SURFACE, 1.0 M (3.3 FT) SOUTH OF THE EXTENDED CENTER OF PEACH STREET,
 LG1361'0.5 BELOW THE LEVEL OF THE STREETS, AND 0.3 M (1.0 FT) NORTHWEST OF
 LG1361'THE NORTHEAST CORNER OF THE ELEVATOR.
 LG1361
 LG1361                          STATION RECOVERY (2004)
 LG1361
 LG1361'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1361'MARK FOUND GOOD. NEED PERMISSION FROM GOOCH MILL AND ELEVATOR SECURITY
 LG1361'AT GUARD GATE OFF SOUTH STREET FOR ACCESS TO THE AREA WHERE MARK IS
 LG1361'LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1344 ***********************************************************************
 LG1344  DESIGNATION -  U 439
 LG1344  PID         -  LG1344
 LG1344  STATE/COUNTY-  NE/OTOE
 LG1344  COUNTRY     -  US
 LG1344  USGS QUAD   -  SYRACUSE (2017)
 LG1344
 LG1344                         *CURRENT SURVEY CONTROL
 LG1344  ______________________________________________________________________
 LG1344* NAD 83(1986) POSITION- 40 39 59.2    (N) 096 10 50.3    (W)   HD_HELD2
 LG1344* NAVD 88 ORTHO HEIGHT -   337.703 (meters)     1107.95  (feet) ADJUSTED
 LG1344  ______________________________________________________________________
 LG1344  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 LG1344  DYNAMIC HEIGHT  -        337.535 (meters)     1107.40  (feet) COMP
 LG1344  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 LG1344
 LG1344  VERT ORDER      -  FIRST     CLASS II
 LG1344
 LG1344.The horizontal coordinates were established by autonomous hand held GPS
 LG1344.observations and have an estimated accuracy of +/- 10 meters.
 LG1344
 LG1344.The orthometric height was determined by differential leveling and
 LG1344.adjusted by the NATIONAL GEODETIC SURVEY
 LG1344.in May 1993.
 LG1344
 LG1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1344.GEOID18 height accuracy estimate available here.
 LG1344
 LG1344.Click photographs - Photos may exist for this station.
 LG1344
 LG1344.The dynamic height is computed by dividing the NAVD 88
 LG1344.geopotential number by the normal gravity value computed on the
 LG1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1344.degrees latitude (g = 980.6199 gals.).
 LG1344
 LG1344.The modeled gravity was interpolated from observed gravity values.
 LG1344
 LG1344;                    North         East    Units  Estimated Accuracy
 LG1344;SPC NE       -    99,630.      822,776.      MT  (+/- 10 meters HH2 GPS)
 LG1344
 LG1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3831805552(NAD 83)
 LG1344
 LG1344                          SUPERSEDED SURVEY CONTROL
 LG1344
 LG1344.No superseded survey control is available for this station.
 LG1344
 LG1344_MARKER: DV = VERTICAL CONTROL DISK
 LG1344_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1344_SP_SET: BUILDING
 LG1344_STAMPING: U 439 1991
 LG1344_MARK LOGO: NGS
 LG1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1344+STABILITY: POSITION/ELEVATION WELL
 LG1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1344+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1344
 LG1344  HISTORY     - Date     Condition        Report By
 LG1344  HISTORY     - 1991     MONUMENTED       NGS
 LG1344
 LG1344                          STATION DESCRIPTION
 LG1344
 LG1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1344'IN SYRACUSE, SET VERTICALLY IN THE NORTH FACE OF THE
 LG1344'SYRACUSE-DUNBAR-AVOCO HIGH SCHOOL AT 1500 EDUCATION DRIVE, 104.0 M
 LG1344'(341.2 FT) NORTH OF THE CENTERLINE OF THE DRIVE, 1.3 M (4.3 FT) ABOVE
 LG1344'THE GROUND SURFACE, AND 0.9 M (3.0 FT) EAST OF THE NORTHWEST CORNER
 LG1344'OF THE SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1383 ***********************************************************************
 LG1383  DESIGNATION -  U 440
 LG1383  PID         -  LG1383
 LG1383  STATE/COUNTY-  NE/LANCASTER
 LG1383  COUNTRY     -  US
 LG1383  USGS QUAD   -  WALTON (2017)
 LG1383
 LG1383                         *CURRENT SURVEY CONTROL
 LG1383  ______________________________________________________________________
 LG1383* NAD 83(1986) POSITION- 40 50 37.7    (N) 096 36 21.7    (W)   HD_HELD2
 LG1383* NAVD 88 ORTHO HEIGHT -   375.277 (meters)     1231.22  (feet) ADJUSTED
 LG1383  ______________________________________________________________________
 LG1383  GEOID HEIGHT    -        -25.905 (meters)                     GEOID18
 LG1383  DYNAMIC HEIGHT  -        375.119 (meters)     1230.70  (feet) COMP
 LG1383  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 LG1383
 LG1383  VERT ORDER      -  FIRST     CLASS II
 LG1383
 LG1383.The horizontal coordinates were established by autonomous hand held GPS
 LG1383.observations and have an estimated accuracy of +/- 10 meters.
 LG1383
 LG1383.The orthometric height was determined by differential leveling and
 LG1383.adjusted by the NATIONAL GEODETIC SURVEY
 LG1383.in May 1993.
 LG1383
 LG1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1383.GEOID18 height accuracy estimate available here.
 LG1383
 LG1383.Click photographs - Photos may exist for this station.
 LG1383
 LG1383.The dynamic height is computed by dividing the NAVD 88
 LG1383.geopotential number by the normal gravity value computed on the
 LG1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1383.degrees latitude (g = 980.6199 gals.).
 LG1383
 LG1383.The modeled gravity was interpolated from observed gravity values.
 LG1383
 LG1383;                    North         East    Units  Estimated Accuracy
 LG1383;SPC NE       -   117,806.      786,073.      MT  (+/- 10 meters HH2 GPS)
 LG1383
 LG1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0181924176(NAD 83)
 LG1383
 LG1383                          SUPERSEDED SURVEY CONTROL
 LG1383
 LG1383.No superseded survey control is available for this station.
 LG1383
 LG1383_MARKER: F = FLANGE-ENCASED ROD
 LG1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1383_STAMPING: U 440 1992
 LG1383_MARK LOGO: NGS
 LG1383_PROJECTION: FLUSH
 LG1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1383+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 LG1383_ROD/PIPE-DEPTH: 6.1 meters
 LG1383
 LG1383  HISTORY     - Date     Condition        Report By
 LG1383  HISTORY     - 1992     MONUMENTED       NGS
 LG1383  HISTORY     - 2002     GOOD             NEDR
 LG1383  HISTORY     - 20070111 GOOD             NEDR
 LG1383  HISTORY     - 20200212 GOOD             NEGS
 LG1383
 LG1383                          STATION DESCRIPTION
 LG1383
 LG1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1383'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1383'OFFICE IN LINCOLN, THENCE 3.4 KM (2.10 MI) NORTHERLY ALONG NORTH 84TH
 LG1383'STREET, 10.4 M (34.1 FT) WEST OF AND LEVEL WITH THE STREET
 LG1383'CENTERLINE, 5.0 M (16.4 FT) NORTH OF THE CENTER OF THE ENTRANCE TO
 LG1383'THE FAIRVIEW CEMETERY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 LG1383'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1383
 LG1383                          STATION RECOVERY (2002)
 LG1383
 LG1383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1383'RECOVERED IN GOOD CONDITION.
 LG1383
 LG1383                          STATION RECOVERY (2007)
 LG1383
 LG1383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1383'RECOVERED IN GOOD CONDITION.
 LG1383
 LG1383                          STATION RECOVERY (2020)
 LG1383
 LG1383'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LG1383'THE MARK IS LOCATED 0.9 MI (1.4 KM) NORTH OF THE INTERSECTION OF ADAMS
 LG1383'STREET AND NORTH 84TH STREET IN LINCOLN, NEBRASKA, SITUATED AT THE
 LG1383'NORTHWEST CORNER OF THE INTERSECTION AT THE ENTRANCE TO THE FAIRVIEW
 LG1383'CEMETERY.
 LG1383'
 LG1383'IT IS 7 FT (2.1 M) NORTH OF THE NORTHERN-MOST EDGE OF THE CONCRETE
 LG1383'CEMETERY ENTRANCE DRIVEWAY, 5.5 FT (1.7 M) WEST OF THE WESTERN EDGE OF
 LG1383'THE NORTH-SOUTH TRENDING HIKE AND BIKE TRAIL AND 1 FT (0.3 M) SOUTH OF
 LG1383'ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2456 ***********************************************************************
 AI2456  DESIGNATION -  U 441
 AI2456  PID         -  AI2456
 AI2456  STATE/COUNTY-  NE/PIERCE
 AI2456  COUNTRY     -  US
 AI2456  USGS QUAD   -  TILDEN NE (2017)
 AI2456
 AI2456                         *CURRENT SURVEY CONTROL
 AI2456  ______________________________________________________________________
 AI2456* NAD 83(1986) POSITION- 42 12 22.7    (N) 097 45 26.2    (W)   HD_HELD2
 AI2456* NAVD 88 ORTHO HEIGHT -   519.055 (meters)     1702.93  (feet) ADJUSTED
 AI2456  ______________________________________________________________________
 AI2456  GEOID HEIGHT    -        -24.807 (meters)                     GEOID18
 AI2456  DYNAMIC HEIGHT  -        518.858 (meters)     1702.29  (feet) COMP
 AI2456  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 AI2456
 AI2456  VERT ORDER      -  SECOND    CLASS I
 AI2456
 AI2456.The horizontal coordinates were established by autonomous hand held GPS
 AI2456.observations and have an estimated accuracy of +/- 10 meters.
 AI2456
 AI2456.The orthometric height was determined by differential leveling and
 AI2456.adjusted by the NATIONAL GEODETIC SURVEY
 AI2456.in July 2002.
 AI2456
 AI2456.No vertical observational check was made to the station.
 AI2456
 AI2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2456.GEOID18 height accuracy estimate available here.
 AI2456
 AI2456.Click photographs - Photos may exist for this station.
 AI2456
 AI2456.The dynamic height is computed by dividing the NAVD 88
 AI2456.geopotential number by the normal gravity value computed on the
 AI2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2456.degrees latitude (g = 980.6199 gals.).
 AI2456
 AI2456.The modeled gravity was interpolated from observed gravity values.
 AI2456
 AI2456;                    North         East    Units  Estimated Accuracy
 AI2456;SPC NE       -   265,868.      685,140.      MT  (+/- 10 meters HH2 GPS)
 AI2456
 AI2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0258673429(NAD 83)
 AI2456
 AI2456                          SUPERSEDED SURVEY CONTROL
 AI2456
 AI2456.No superseded survey control is available for this station.
 AI2456
 AI2456_MARKER: F = FLANGE-ENCASED ROD
 AI2456_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2456_STAMPING: U 441 1999
 AI2456_MARK LOGO: NGS
 AI2456_PROJECTION: FLUSH
 AI2456_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2456+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2013
 AI2456_ROD/PIPE-DEPTH: 21.9 meters
 AI2456_SLEEVE-DEPTH  : 0.9 meters
 AI2456
 AI2456  HISTORY     - Date     Condition        Report By
 AI2456  HISTORY     - 1999     MONUMENTED       NGS
 AI2456  HISTORY     - 20120710 GOOD             JEOCON
 AI2456  HISTORY     - 20130714 GOOD             GEOCAC
 AI2456
 AI2456                          STATION DESCRIPTION
 AI2456
 AI2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2456'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2456'IN PIERCE, THENCE 18.3 KM (11.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2456'24.2 M (79.4 FT) NORTH OF THE ROAD CENTERLINE, 13.5 M (44.3 FT)
 AI2456'NORTH-NORTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 13 39, 9.6 M
 AI2456'(31.5 FT) WEST OF THE CENTER OF 538 AVENUE, 0.4 M (1.3 FT) EAST OF A
 AI2456'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI2456'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2456'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2456'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 AI2456
 AI2456                          STATION RECOVERY (2012)
 AI2456
 AI2456'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2456'RECOVERED IN GOOD CONDITION.
 AI2456
 AI2456                          STATION RECOVERY (2013)
 AI2456
 AI2456'RECOVERY NOTE BY GEOCACHING 2013 (JMJ)
 AI2456'RECOVERED IN GOOD CONDITION. ROD WAS UNAFFECTED BY RECENT ROAD
 AI2456'CONSTRUCTION. ACCURATE WGS84 COORDINATES ARE AS FOLLOWS--N42 12.379
 AI2456'W97
 AI2456'45.436
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0272 ***********************************************************************
 MN0272  DESIGNATION -  U 50
 MN0272  PID         -  MN0272
 MN0272  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0272  COUNTRY     -  US
 MN0272  USGS QUAD   -  MINATARE (2017)
 MN0272
 MN0272                         *CURRENT SURVEY CONTROL
 MN0272  ______________________________________________________________________
 MN0272* NAD 83(1986) POSITION- 41 49 07.     (N) 103 32 20.     (W)   SCALED
 MN0272* NAVD 88 ORTHO HEIGHT -  1169.159 (meters)     3835.82  (feet) ADJUSTED
 MN0272  ______________________________________________________________________
 MN0272  GEOID HEIGHT    -        -19.253 (meters)                     GEOID18
 MN0272  DYNAMIC HEIGHT  -       1168.396 (meters)     3833.31  (feet) COMP
 MN0272  MODELED GRAVITY -    979,930.8   (mgal)                       NAVD 88
 MN0272
 MN0272  VERT ORDER      -  SECOND    CLASS 0
 MN0272
 MN0272.The horizontal coordinates were scaled from a map and have
 MN0272.an estimated accuracy of +/- 6 seconds.
 MN0272
 MN0272.The orthometric height was determined by differential leveling and
 MN0272.adjusted by the NATIONAL GEODETIC SURVEY
 MN0272.in June 1991.
 MN0272
 MN0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0272.GEOID18 height accuracy estimate available here.
 MN0272
 MN0272.Click photographs - Photos may exist for this station.
 MN0272
 MN0272.The dynamic height is computed by dividing the NAVD 88
 MN0272.geopotential number by the normal gravity value computed on the
 MN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0272.degrees latitude (g = 980.6199 gals.).
 MN0272
 MN0272.The modeled gravity was interpolated from observed gravity values.
 MN0272
 MN0272;                    North         East    Units  Estimated Accuracy
 MN0272;SPC NE       -   226,430.      206,150.      MT  (+/- 180 meters Scaled)
 MN0272
 MN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG213306(NAD 83)
 MN0272
 MN0272                          SUPERSEDED SURVEY CONTROL
 MN0272
 MN0272  NGVD 29 (??/??/92) 1168.512  (m)         3833.69   (f) ADJ UNCH    2 0
 MN0272
 MN0272.Superseded values are not recommended for survey control.
 MN0272
 MN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0272.See file dsdata.pdf to determine how the superseded data were derived.
 MN0272
 MN0272_MARKER: DB = BENCH MARK DISK
 MN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0272_STAMPING: U 50 1934
 MN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0272+STABILITY: SURFACE MOTION
 MN0272
 MN0272  HISTORY     - Date     Condition        Report By
 MN0272  HISTORY     - 1934     MONUMENTED       CGS
 MN0272
 MN0272                          STATION DESCRIPTION
 MN0272
 MN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0272'2 MI NW FROM MINATARE.
 MN0272'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0272'RAILROAD FROM THE STATION AT MINATARE, SCOTTS BLUFF COUNTY, ABOUT
 MN0272'0.2 MILE SOUTHEAST OF MILEPOST 24, 30.3 FEET SOUTHWEST OF THE
 MN0272'CENTER OF A ROAD CROSSING, 26.5 FEET WEST OF THE CENTER LINE OF
 MN0272'THE ROAD, 23.2 FEET SOUTH OF THE SOUTH RAIL, AND 2.2 FEET NORTHEAST
 MN0272'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED U 50
 MN0272'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0679 ***********************************************************************
 MN0679  DESIGNATION -  U 51 RESET
 MN0679  PID         -  MN0679
 MN0679  STATE/COUNTY-  NE/MORRILL
 MN0679  COUNTRY     -  US
 MN0679  USGS QUAD   -  TAR VALLEY SW (2017)
 MN0679
 MN0679                         *CURRENT SURVEY CONTROL
 MN0679  ______________________________________________________________________
 MN0679* NAD 83(2011) POSITION- 41 31 46.91654(N) 102 41 11.88728(W)   ADJUSTED
 MN0679* NAD 83(2011) ELLIP HT-  1061.835 (meters)        (06/27/12)   ADJUSTED
 MN0679* NAD 83(2011) EPOCH   -  2010.00
 MN0679* NAVD 88 ORTHO HEIGHT -  1081.65  (meters)     3548.7   (feet) RESET
 MN0679  ______________________________________________________________________
 MN0679  GEOID HEIGHT    -        -19.788 (meters)                     GEOID18
 MN0679  NAD 83(2011) X  - -1,050,345.222 (meters)                     COMP
 MN0679  NAD 83(2011) Y  - -4,665,823.650 (meters)                     COMP
 MN0679  NAD 83(2011) Z  -  4,207,346.120 (meters)                     COMP
 MN0679  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 MN0679  VERT ORDER      -  THIRD
 MN0679
 MN0679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0679  Standards:
 MN0679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0679  -------------------------------------------------------------------
 MN0679  NETWORK    0.54   1.90           0.25   0.18   0.97     -0.00358560
 MN0679  -------------------------------------------------------------------
 MN0679  Click here for local accuracies and other accuracy information.
 MN0679
 MN0679.The horizontal coordinates were established by GPS observations
 MN0679.and adjusted by the National Geodetic Survey in June 2012.
 MN0679
 MN0679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0679.been affixed to the stable North American tectonic plate. See 
 MN0679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0679
 MN0679.The horizontal coordinates are valid at the epoch date displayed above
 MN0679.which is a decimal equivalence of Year/Month/Day.
 MN0679
 MN0679.The orthometric height was computed from unverified reset data.
 MN0679
 MN0679.No vertical observational check was made to the station.
 MN0679
 MN0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0679.GEOID18 height accuracy estimate available here.
 MN0679
 MN0679.Click photographs - Photos may exist for this station.
 MN0679
 MN0679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0679
 MN0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0679
 MN0679.The ellipsoidal height was determined by GPS observations
 MN0679.and is referenced to NAD 83.
 MN0679
 MN0679. The following values were computed from the NAD 83(2011) position.
 MN0679
 MN0679;                    North         East     Units Scale Factor Converg.
 MN0679;SPC NE       -   191,821.707   275,891.359   MT  0.99965868   -1 46 49.5
 MN0679;SPC NE       -   629,335.05    905,153.57   sFT  0.99965868   -1 46 49.5
 MN0679;UTM  13      - 4,600,145.374   692,998.020   MT  1.00005841   +1 32 03.3
 MN0679
 MN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0679!SPC NE       -   0.99983348  x   0.99965868  =   0.99949222
 MN0679!UTM  13      -   0.99983348  x   1.00005841  =   0.99989188
 MN0679
 MN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9299800145(NAD 83)
 MN0679
 MN0679                          SUPERSEDED SURVEY CONTROL
 MN0679
 MN0679  NAD 83(2007)-  41 31 46.91640(N)    102 41 11.88807(W) AD(2002.00) 0
 MN0679  ELLIP H (02/10/07) 1061.860  (m)                       GP(2002.00)    
 MN0679  NAD 83(1995)-  41 31 46.91591(N)    102 41 11.88797(W) AD(       ) B
 MN0679  ELLIP H (06/30/05) 1061.846  (m)                       GP(       ) 4 1
 MN0679  NAVD 88            1081.61   (m)         3548.6    (f) LEVELING    3  
 MN0679  NGVD 29 (01/31/13) 1081.11   (m)         3546.9    (f) RESET       3  
 MN0679
 MN0679.Superseded values are not recommended for survey control.
 MN0679
 MN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0679.See file dsdata.pdf to determine how the superseded data were derived.
 MN0679
 MN0679_MARKER: DV = VERTICAL CONTROL DISK
 MN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0679_STAMPING: U 51 RESET 1991
 MN0679_MARK LOGO: NGS
 MN0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0679+STABILITY: SURFACE MOTION
 MN0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0679+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 MN0679
 MN0679  HISTORY     - Date     Condition        Report By
 MN0679  HISTORY     - 1991     MONUMENTED       NEDR
 MN0679  HISTORY     - 20020820 GOOD             NEDR
 MN0679
 MN0679                          STATION DESCRIPTION
 MN0679
 MN0679'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MN0679'4 MI (6.4 KM) NORTHWEST FROM LISCO, ON UNION PACIFIC RAILROAD
 MN0679'RIGHT-OF-WAY AND IN THE SW 1/4, SEC13, T18N, R47W.  TO REACH THE MARK
 MN0679'FROM THE JUNCTION OF U.S. HIGHWAY 26 AND THE ROAD INTO LISCO, GO
 MN0679'NORTHWEST ON HIGHWAY 26 FOR 4.05 MI (6.52 KM) TO THE MARK ON THE
 MN0679'LEFT, SOUTHWEST FROM THE HIGHWAY AND THE UNION PACIFIC RAILROAD
 MN0679'TRACKS AND AT A FARM DRIVEWAY.  THE DISK IS SET INTO THE TOP OF A
 MN0679'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.15 FT (0.05 M) ABOVE
 MN0679'THE GROUND SURFACE.  IT IS 237.4 FT (72.4 M) SOUTH FROM THE
 MN0679'CENTERLINE OF THE HIGHWAY, 95.45 FT (29.09 M) SOUTH FROM THE SOUTH
 MN0679'RAIL OF THE RAILROAD TRACK, 73.86 FT (22.51 M) NORTHWEST FROM A BRACE
 MN0679'POLE IN A FENCE LINE, 93.9 FT (28.6 M) WEST FROM THE CENTERLINE OF
 MN0679'THE FARM DRIVEWAY, 72.96 FT (22.24 M) SOUTHWEST FROM A RAILROAD
 MN0679'HALF-MILE MARKER POST, 9.98 FT (3.04 M) EAST-NORTHEAST FROM A STEEL
 MN0679'T-FENCE POST AND 1.5 FT (0.5 M) NORTH FROM A WITNESS POST AND FENCE.
 MN0679
 MN0679                          STATION RECOVERY (2002)
 MN0679
 MN0679'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0679'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002. MARK RECOVERED IN
 MN0679'GOOD CONTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0862 ***********************************************************************
 ML0862  DESIGNATION -  U 56
 ML0862  PID         -  ML0862
 ML0862  STATE/COUNTY-  NE/CUSTER
 ML0862  COUNTRY     -  US
 ML0862  USGS QUAD   -  ANSELMO (2017)
 ML0862
 ML0862                         *CURRENT SURVEY CONTROL
 ML0862  ______________________________________________________________________
 ML0862* NAD 83(1986) POSITION- 41 32 21.     (N) 099 47 27.     (W)   SCALED
 ML0862* NAVD 88 ORTHO HEIGHT -   808.286 (meters)     2651.85  (feet) ADJUSTED
 ML0862  ______________________________________________________________________
 ML0862  GEOID HEIGHT    -        -22.500 (meters)                     GEOID18
 ML0862  DYNAMIC HEIGHT  -        807.863 (meters)     2650.46  (feet) COMP
 ML0862  MODELED GRAVITY -    980,071.9   (mgal)                       NAVD 88
 ML0862
 ML0862  VERT ORDER      -  SECOND    CLASS 0
 ML0862
 ML0862.The horizontal coordinates were scaled from a map and have
 ML0862.an estimated accuracy of +/- 6 seconds.
 ML0862
 ML0862.The orthometric height was determined by differential leveling and
 ML0862.adjusted by the NATIONAL GEODETIC SURVEY
 ML0862.in June 1991.
 ML0862
 ML0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0862.GEOID18 height accuracy estimate available here.
 ML0862
 ML0862.Click photographs - Photos may exist for this station.
 ML0862
 ML0862.The dynamic height is computed by dividing the NAVD 88
 ML0862.geopotential number by the normal gravity value computed on the
 ML0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0862.degrees latitude (g = 980.6199 gals.).
 ML0862
 ML0862.The modeled gravity was interpolated from observed gravity values.
 ML0862
 ML0862;                    North         East    Units  Estimated Accuracy
 ML0862;SPC NE       -   189,410.      517,450.      MT  (+/- 180 meters Scaled)
 ML0862
 ML0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML340989(NAD 83)
 ML0862
 ML0862                          SUPERSEDED SURVEY CONTROL
 ML0862
 ML0862  NGVD 29 (??/??/92)  807.997  (m)         2650.90   (f) ADJ UNCH    2 0
 ML0862
 ML0862.Superseded values are not recommended for survey control.
 ML0862
 ML0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0862.See file dsdata.pdf to determine how the superseded data were derived.
 ML0862
 ML0862_MARKER: DB = BENCH MARK DISK
 ML0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0862_STAMPING: U 56 1934
 ML0862_MARK LOGO: CGS
 ML0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0862+STABILITY: SURFACE MOTION
 ML0862
 ML0862  HISTORY     - Date     Condition        Report By
 ML0862  HISTORY     - 1934     MONUMENTED       CGS
 ML0862  HISTORY     - 1939     GOOD             CGS
 ML0862  HISTORY     - 20180612 MARK NOT FOUND   NEGS
 ML0862
 ML0862                          STATION DESCRIPTION
 ML0862
 ML0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0862'4.1 MI NW FROM MERNA.
 ML0862'4.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0862'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, 5 POLES SOUTH
 ML0862'OF MILEPOST 189, 46 FEET SOUTH OF THE CENTERLINE OF STATE
 ML0862'HIGHWAY 2, 35 FEET EAST OF THE EAST RAIL, AND 6 FEET SOUTH OF A
 ML0862'POLE.  A STANDARD DISK, STAMPED U 56 1934 AND SET IN THE TOP OF A
 ML0862'CONCRETE POST.
 ML0862
 ML0862                          STATION RECOVERY (2018)
 ML0862
 ML0862'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0862'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0492 ***********************************************************************
 NP0492  DESIGNATION -  U 57
 NP0492  PID         -  NP0492
 NP0492  STATE/COUNTY-  NE/SIOUX
 NP0492  COUNTRY     -  US
 NP0492  USGS QUAD   -  HARRISON WEST (2017)
 NP0492
 NP0492                         *CURRENT SURVEY CONTROL
 NP0492  ______________________________________________________________________
 NP0492* NAD 83(1986) POSITION- 42 40 59.     (N) 103 52 31.     (W)   SCALED
 NP0492* NAVD 88 ORTHO HEIGHT -  1482.356 (meters)     4863.36  (feet) POSTED
 NP0492  ______________________________________________________________________
 NP0492  GEOID HEIGHT    -        -16.183 (meters)                     GEOID18
 NP0492  DYNAMIC HEIGHT  -       1481.48  (meters)     4860.5   (feet) COMP
 NP0492  MODELED GRAVITY -    979,978.7   (mgal)                       NAVD 88
 NP0492
 NP0492  VERT ORDER      -  * POSTED, SEE BELOW
 NP0492
 NP0492.The horizontal coordinates were scaled from a map and have
 NP0492.an estimated accuracy of +/- 6 seconds.
 NP0492
 NP0492.The orthometric height was determined by differential leveling
 NP0492.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0492
 NP0492.* This is a POSTED BENCH MARK height.
 NP0492
 NP0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0492.GEOID18 height accuracy estimate available here.
 NP0492
 NP0492.Click photographs - Photos may exist for this station.
 NP0492
 NP0492.The dynamic height is computed by dividing the NAVD 88
 NP0492.geopotential number by the normal gravity value computed on the
 NP0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0492.degrees latitude (g = 980.6199 gals.).
 NP0492
 NP0492.The modeled gravity was interpolated from observed gravity values.
 NP0492
 NP0492;                    North         East    Units  Estimated Accuracy
 NP0492;SPC NE       -   323,530.      182,530.      MT  (+/- 180 meters Scaled)
 NP0492
 NP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH921262(NAD 83)
 NP0492
 NP0492                          SUPERSEDED SURVEY CONTROL
 NP0492
 NP0492  NGVD 29 (??/??/92) 1481.669  (m)         4861.11   (f) ADJ UNCH    2 0
 NP0492
 NP0492.Superseded values are not recommended for survey control.
 NP0492
 NP0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0492.See file dsdata.pdf to determine how the superseded data were derived.
 NP0492
 NP0492_MARKER: DB = BENCH MARK DISK
 NP0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0492_STAMPING: U 57 1934
 NP0492_MARK LOGO: CGS
 NP0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0492+STABILITY: SURFACE MOTION
 NP0492
 NP0492  HISTORY     - Date     Condition        Report By
 NP0492  HISTORY     - 1934     MONUMENTED       CGS
 NP0492  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0492
 NP0492                          STATION DESCRIPTION
 NP0492
 NP0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0492'0.5 MI SE FROM HARRISON.
 NP0492'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 NP0492'AT HARRISON, SIOUX COUNTY, AT THE ENTRANCE TO A FIELD, 35.0
 NP0492'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12.0 FEET SOUTH OF
 NP0492'THE SOUTH END OF AN IRON GATE, AND 1.0 FOOT WEST OF THE
 NP0492'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 57 1934 AND
 NP0492'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 NP0492'AUGUST 1938 THAT THIS BENCH MARK WAS COVERED BY ABOUT 3 INCHES
 NP0492'OF DRIFTED SOIL.
 NP0492
 NP0492                          STATION RECOVERY (1974)
 NP0492
 NP0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0422 ***********************************************************************
 NP0422  CBN         -  This is a Cooperative Base Network Control Station.
 NP0422  DESIGNATION -  U 58
 NP0422  PID         -  NP0422
 NP0422  STATE/COUNTY-  NE/SIOUX
 NP0422  COUNTRY     -  US
 NP0422  USGS QUAD   -  ERDMAN RANCH (2017)
 NP0422
 NP0422                         *CURRENT SURVEY CONTROL
 NP0422  ______________________________________________________________________
 NP0422* NAD 83(2011) POSITION- 42 06 23.93863(N) 103 49 37.14569(W)   ADJUSTED
 NP0422* NAD 83(2011) ELLIP HT-  1305.306 (meters)        (06/27/12)   ADJUSTED
 NP0422* NAD 83(2011) EPOCH   -  2010.00
 NP0422* NAVD 88 ORTHO HEIGHT -  1323.454 (meters)     4342.03  (feet) POSTED
 NP0422  ______________________________________________________________________
 NP0422  GEOID HEIGHT    -        -18.144 (meters)                     GEOID18
 NP0422  NAD 83(2011) X  - -1,132,824.248 (meters)                     COMP
 NP0422  NAD 83(2011) Y  - -4,602,675.162 (meters)                     COMP
 NP0422  NAD 83(2011) Z  -  4,255,274.997 (meters)                     COMP
 NP0422  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 NP0422  DYNAMIC HEIGHT  -       1322.60  (meters)     4339.2   (feet) COMP
 NP0422  MODELED GRAVITY -    979,929.8   (mgal)                       NAVD 88
 NP0422
 NP0422  VERT ORDER      -  * POSTED, SEE BELOW
 NP0422
 NP0422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0422  Standards:
 NP0422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0422  -------------------------------------------------------------------
 NP0422  NETWORK    0.45   1.14           0.21   0.15   0.58     -0.02968810
 NP0422  -------------------------------------------------------------------
 NP0422  Click here for local accuracies and other accuracy information.
 NP0422
 NP0422.The horizontal coordinates were established by GPS observations
 NP0422.and adjusted by the National Geodetic Survey in June 2012.
 NP0422
 NP0422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0422.been affixed to the stable North American tectonic plate. See 
 NP0422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0422
 NP0422.The horizontal coordinates are valid at the epoch date displayed above
 NP0422.which is a decimal equivalence of Year/Month/Day.
 NP0422
 NP0422.The orthometric height was determined by differential leveling
 NP0422.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0422
 NP0422.* This is a POSTED BENCH MARK height.
 NP0422
 NP0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0422.GEOID18 height accuracy estimate available here.
 NP0422
 NP0422.Click photographs - Photos may exist for this station.
 NP0422
 NP0422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0422
 NP0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0422
 NP0422.The ellipsoidal height was determined by GPS observations
 NP0422.and is referenced to NAD 83.
 NP0422
 NP0422.The dynamic height is computed by dividing the NAVD 88
 NP0422.geopotential number by the normal gravity value computed on the
 NP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0422.degrees latitude (g = 980.6199 gals.).
 NP0422
 NP0422.The modeled gravity was interpolated from observed gravity values.
 NP0422
 NP0422. The following values were computed from the NAD 83(2011) position.
 NP0422
 NP0422;                    North         East     Units Scale Factor Converg.
 NP0422;SPC NE       -   259,402.979   183,655.382   MT  0.99971352   -2 32 10.1
 NP0422;SPC NE       -   851,057.94    602,542.70   sFT  0.99971352   -2 32 10.1
 NP0422;UTM  13      - 4,662,283.242   596,984.633   MT  0.99971574   +0 47 11.7
 NP0422
 NP0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0422!SPC NE       -   0.99979532  x   0.99971352  =   0.99950890
 NP0422!UTM  13      -   0.99979532  x   0.99971574  =   0.99951112
 NP0422
 NP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9698462283(NAD 83)
 NP0422
 NP0422                          SUPERSEDED SURVEY CONTROL
 NP0422
 NP0422  NAD 83(2007)-  42 06 23.93841(N)    103 49 37.14668(W) AD(2002.00) 0
 NP0422  ELLIP H (02/10/07) 1305.334  (m)                       GP(2002.00)    
 NP0422  ELLIP H (07/10/01) 1305.308  (m)                       GP(       ) 4 1
 NP0422  NAD 83(1995)-  42 06 23.93765(N)    103 49 37.14658(W) AD(       ) B
 NP0422  ELLIP H (06/25/96) 1305.368  (m)                       GP(       ) 1 1
 NP0422  NAVD 88            1323.45   (m)         4342.0    (f) LEVELING    3  
 NP0422  NGVD 29 (??/??/92) 1322.729  (m)         4339.65   (f) ADJ UNCH    2 0
 NP0422
 NP0422.Superseded values are not recommended for survey control.
 NP0422
 NP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0422.See file dsdata.pdf to determine how the superseded data were derived.
 NP0422
 NP0422_MARKER: DB = BENCH MARK DISK
 NP0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0422_STAMPING: U 58 1934
 NP0422_MARK LOGO: CGS
 NP0422_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0422+STABILITY: SURFACE MOTION
 NP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0422+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 NP0422
 NP0422  HISTORY     - Date     Condition        Report By
 NP0422  HISTORY     - 1934     MONUMENTED       CGS
 NP0422  HISTORY     - 1939     GOOD             CGS
 NP0422  HISTORY     - 19950504 GOOD             NGS
 NP0422
 NP0422                          STATION DESCRIPTION
 NP0422
 NP0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0422'10.9 MI N FROM MITCHELL.
 NP0422'IN SIOUX COUNTY, 10.9 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE
 NP0422'HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 0.5 MILE WEST OF
 NP0422'A RANCH AND A WINDMILL, ON A SMALL KNOLL, AND 39.5 FEET EAST OF
 NP0422'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 58
 NP0422'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0422
 NP0422                          STATION RECOVERY (1939)
 NP0422
 NP0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 NP0422'RECOVERED IN GOOD CONDITION.
 NP0422
 NP0422                          STATION RECOVERY (1995)
 NP0422
 NP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0422'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH OF MITCHELL, 0.35 MI
 NP0422'(0.56 KM) SOUTH OF WHERE A LARGE POWER TRANSMISSION LINE CROSSES STATE
 NP0422'HIGHWAY 29, AT AN ENTRANCE INTO A PASTURE, ON THE WEST RIGHT-OF-WAY OF
 NP0422'STATE HIGHWAY 29 AND NEAR THE CENTER OF SEC26, T25N, R56W.  TO REACH
 NP0422'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 29 AT
 NP0422'MITCHELL, GO NORTH ON HIGHWAY 29 FOR 4.0 MI (6.4 KM) TO THE SCOTTS
 NP0422'BLUFF/SIOUX COUNTY LINE.  CONTINUE NORTH ON THE HIGHWAY FOR 7.45 MI
 NP0422'(11.99 KM) TO THE MARK ON THE LEFT, ABOUT MIDWAY THROUGH A CURVE TO
 NP0422'THE RIGHT IN THE HIGHWAY.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NP0422'CONCRETE MONUMENT THAT PROJECTS 0.7 FT (21.3 CM) ABOVE THE GROUND
 NP0422'SURFACE.  IT IS 72.0 FT (21.9 M) SOUTHWEST FROM THE CENTERLINE OF THE
 NP0422'HIGHWAY, 116.9 FT (35.6 M) SOUTH-SOUTHEAST FROM THE SOUTH GATEPOST OF
 NP0422'A WIRE GATE, 105.0 FT (32.0 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE
 NP0422'DRIVE, 72.7 FT (22.2 M) NORTHEAST FROM THE WEST RIGHT-OF-WAY FENCE,
 NP0422'3.0 FT (0.9 M) NORTH FROM A FIBERGLASS WITNESS POST, 1.3 FT (0.4 M)
 NP0422'EAST FROM A METAL WITNESS POST AND IS ABOUT 4 FT (1.2 M) LOWER THAN
 NP0422'THE HIGHWAY.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE
 NP0422'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0738 ***********************************************************************
 ML0738  DESIGNATION -  U 59
 ML0738  PID         -  ML0738
 ML0738  STATE/COUNTY-  NE/CUSTER
 ML0738  COUNTRY     -  US
 ML0738  USGS QUAD   -  MERNA (2017)
 ML0738
 ML0738                         *CURRENT SURVEY CONTROL
 ML0738  ______________________________________________________________________
 ML0738* NAD 83(1986) POSITION- 41 28 40.     (N) 099 45 18.     (W)   SCALED
 ML0738* NAVD 88 ORTHO HEIGHT -   814.709 (meters)     2672.92  (feet) ADJUSTED
 ML0738  ______________________________________________________________________
 ML0738  GEOID HEIGHT    -        -22.535 (meters)                     GEOID18
 ML0738  DYNAMIC HEIGHT  -        814.284 (meters)     2671.53  (feet) COMP
 ML0738  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 ML0738
 ML0738  VERT ORDER      -  SECOND    CLASS 0
 ML0738
 ML0738.The horizontal coordinates were scaled from a map and have
 ML0738.an estimated accuracy of +/- 6 seconds.
 ML0738
 ML0738.The orthometric height was determined by differential leveling and
 ML0738.adjusted by the NATIONAL GEODETIC SURVEY
 ML0738.in June 1991.
 ML0738
 ML0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0738.GEOID18 height accuracy estimate available here.
 ML0738
 ML0738.Click photographs - Photos may exist for this station.
 ML0738
 ML0738.The dynamic height is computed by dividing the NAVD 88
 ML0738.geopotential number by the normal gravity value computed on the
 ML0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0738.degrees latitude (g = 980.6199 gals.).
 ML0738
 ML0738.The modeled gravity was interpolated from observed gravity values.
 ML0738
 ML0738;                    North         East    Units  Estimated Accuracy
 ML0738;SPC NE       -   182,600.      520,460.      MT  (+/- 180 meters Scaled)
 ML0738
 ML0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML369920(NAD 83)
 ML0738
 ML0738                          SUPERSEDED SURVEY CONTROL
 ML0738
 ML0738  NGVD 29 (??/??/92)  814.426  (m)         2672.00   (f) ADJ UNCH    2 0
 ML0738
 ML0738.Superseded values are not recommended for survey control.
 ML0738
 ML0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0738.See file dsdata.pdf to determine how the superseded data were derived.
 ML0738
 ML0738_MARKER: DB = BENCH MARK DISK
 ML0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0738_STAMPING: U 59 1934
 ML0738_MARK LOGO: CGS
 ML0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0738+STABILITY: SURFACE MOTION
 ML0738
 ML0738  HISTORY     - Date     Condition        Report By
 ML0738  HISTORY     - 1934     MONUMENTED       CGS
 ML0738  HISTORY     - 1949     GOOD             CGS
 ML0738  HISTORY     - 20180611 MARK NOT FOUND   NEGS
 ML0738
 ML0738                          STATION DESCRIPTION
 ML0738
 ML0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0738'0.4 MI S FROM MERNA.
 ML0738'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0738'FROM THE STATION AT MERNA, CUSTER COUNTY, 10 POLES NORTH OF
 ML0738'MILEPOST 184, 160 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 ML0738'2, 72 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 35 FEET
 ML0738'NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED U 59 1934 AND
 ML0738'SET IN THE TOP OF A CONCRETE POST.
 ML0738
 ML0738                          STATION RECOVERY (2018)
 ML0738
 ML0738'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0738'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0773 ***********************************************************************
 ML0773  DESIGNATION -  U 60
 ML0773  PID         -  ML0773
 ML0773  STATE/COUNTY-  NE/CUSTER
 ML0773  COUNTRY     -  US
 ML0773  USGS QUAD   -  BROKEN BOW SW (2017)
 ML0773
 ML0773                         *CURRENT SURVEY CONTROL
 ML0773  ______________________________________________________________________
 ML0773* NAD 83(1986) POSITION- 41 15 24.     (N) 099 40 25.     (W)   SCALED
 ML0773* NAVD 88 ORTHO HEIGHT -   746.093 (meters)     2447.81  (feet) ADJUSTED
 ML0773  ______________________________________________________________________
 ML0773  GEOID HEIGHT    -        -22.852 (meters)                     GEOID18
 ML0773  DYNAMIC HEIGHT  -        745.700 (meters)     2446.52  (feet) COMP
 ML0773  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 ML0773
 ML0773  VERT ORDER      -  SECOND    CLASS 0
 ML0773
 ML0773.The horizontal coordinates were scaled from a map and have
 ML0773.an estimated accuracy of +/- 6 seconds.
 ML0773
 ML0773.The orthometric height was determined by differential leveling and
 ML0773.adjusted by the NATIONAL GEODETIC SURVEY
 ML0773.in June 1991.
 ML0773
 ML0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0773.GEOID18 height accuracy estimate available here.
 ML0773
 ML0773.Click photographs - Photos may exist for this station.
 ML0773
 ML0773.The dynamic height is computed by dividing the NAVD 88
 ML0773.geopotential number by the normal gravity value computed on the
 ML0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0773.degrees latitude (g = 980.6199 gals.).
 ML0773
 ML0773.The modeled gravity was interpolated from observed gravity values.
 ML0773
 ML0773;                    North         East    Units  Estimated Accuracy
 ML0773;SPC NE       -   158,080.      527,350.      MT  (+/- 180 meters Scaled)
 ML0773
 ML0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML435674(NAD 83)
 ML0773
 ML0773                          SUPERSEDED SURVEY CONTROL
 ML0773
 ML0773  NGVD 29 (??/??/92)  745.846  (m)         2447.00   (f) ADJ UNCH    2 0
 ML0773
 ML0773.Superseded values are not recommended for survey control.
 ML0773
 ML0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0773.See file dsdata.pdf to determine how the superseded data were derived.
 ML0773
 ML0773_MARKER: DB = BENCH MARK DISK
 ML0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0773_STAMPING: U 60 1934
 ML0773_MARK LOGO: CGS
 ML0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0773+STABILITY: SURFACE MOTION
 ML0773
 ML0773  HISTORY     - Date     Condition        Report By
 ML0773  HISTORY     - 1934     MONUMENTED       CGS
 ML0773  HISTORY     - 1956     MARK NOT FOUND   CGS
 ML0773
 ML0773                          STATION DESCRIPTION
 ML0773
 ML0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0773'10.5 MI NE FROM OCONTO.
 ML0773'10.5 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0773'AT OCONTO, 0.1 MILE NORTH OF A FARM BUILDING WEST OF THE HIGHWAY,
 ML0773'AT THE FOOT OF A HILL, AND 27 FEET WEST OF THE CENTERLINE OF THE
 ML0773'HIGHWAY.  A STANDARD DISK, STAMPED U 60 1934 AND SET IN THE TOP
 ML0773'OF A CONCRETE POST.  NOTE-- THE ENGINEERS FIELD NOTES INDICATE
 ML0773'THAT THE MARK MAY HAVE BEEN DESTROYED BY CONTRACTORS GRADING
 ML0773'EQUIPMENT SINCE IT WAS LOCATED 25 FEET DISTANT FROM THE CENTERLINE
 ML0773'OF THE NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0108 ***********************************************************************
 NP0108  DESIGNATION -  U 61
 NP0108  PID         -  NP0108
 NP0108  STATE/COUNTY-  NE/SHERIDAN
 NP0108  COUNTRY     -  US
 NP0108  USGS QUAD   -  ELLSWORTH (2017)
 NP0108
 NP0108                         *CURRENT SURVEY CONTROL
 NP0108  ______________________________________________________________________
 NP0108* NAD 83(1986) POSITION- 42 03 28.56   (N) 102 16 43.83   (W)   HD_HELD1
 NP0108* NAVD 88 ORTHO HEIGHT -  1194.520 (meters)     3919.02  (feet) ADJUSTED
 NP0108  ______________________________________________________________________
 NP0108  GEOID HEIGHT    -        -19.004 (meters)                     GEOID18
 NP0108  DYNAMIC HEIGHT  -       1193.822 (meters)     3916.73  (feet) COMP
 NP0108  MODELED GRAVITY -    979,996.7   (mgal)                       NAVD 88
 NP0108
 NP0108  VERT ORDER      -  SECOND    CLASS 0
 NP0108
 NP0108.The horizontal coordinates were determined by differentially corrected
 NP0108.hand held GPS observations or other comparable positioning techniques
 NP0108.and have an estimated accuracy of +/- 3 meters.
 NP0108
 NP0108.The orthometric height was determined by differential leveling and
 NP0108.adjusted by the NATIONAL GEODETIC SURVEY
 NP0108.in June 1991.
 NP0108
 NP0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0108.GEOID18 height accuracy estimate available here.
 NP0108
 NP0108.Click photographs - Photos may exist for this station.
 NP0108
 NP0108.The dynamic height is computed by dividing the NAVD 88
 NP0108.geopotential number by the normal gravity value computed on the
 NP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0108.degrees latitude (g = 980.6199 gals.).
 NP0108
 NP0108.The modeled gravity was interpolated from observed gravity values.
 NP0108
 NP0108;                    North         East    Units  Estimated Accuracy
 NP0108;SPC NE       -   249,476.0     311,445.1     MT  (+/- 3 meters HH1 GPS) 
 NP0108
 NP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2516459791(NAD 83)
 NP0108
 NP0108                          SUPERSEDED SURVEY CONTROL
 NP0108
 NP0108  NGVD 29 (??/??/92) 1193.954  (m)         3917.16   (f) ADJ UNCH    2 0
 NP0108
 NP0108.Superseded values are not recommended for survey control.
 NP0108
 NP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0108.See file dsdata.pdf to determine how the superseded data were derived.
 NP0108
 NP0108_MARKER: DB = BENCH MARK DISK
 NP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0108_STAMPING: U 61 1934
 NP0108_MARK LOGO: CGS
 NP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0108+STABILITY: SURFACE MOTION
 NP0108
 NP0108  HISTORY     - Date     Condition        Report By
 NP0108  HISTORY     - 1934     MONUMENTED       CGS
 NP0108  HISTORY     - 1938     GOOD             CGS
 NP0108  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0108
 NP0108                          STATION DESCRIPTION
 NP0108
 NP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0108'AT ELLSWORTH.
 NP0108'AT ELLSWORTH, SHERIDAN COUNTY, 17 RAILS EAST OF THE CHICAGO,
 NP0108'BURLINGTON AND QUINCY RAILROAD STATION, 0.2 MILE WEST OF MILEPOST
 NP0108'334, OPPOSITE THE STOCK YARDS, 59.6 FEET SOUTH OF THE SOUTH
 NP0108'RAIL, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NP0108'U 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0108
 NP0108                          STATION RECOVERY (2007)
 NP0108
 NP0108'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0259 ***********************************************************************
 NO0259  DESIGNATION -  U 62
 NO0259  PID         -  NO0259
 NO0259  STATE/COUNTY-  NE/HOOKER
 NO0259  COUNTRY     -  US
 NO0259  USGS QUAD   -  HECLA (2017)
 NO0259
 NO0259                         *CURRENT SURVEY CONTROL
 NO0259  ______________________________________________________________________
 NO0259* NAD 83(1986) POSITION- 42 02 20.     (N) 101 14 14.     (W)   SCALED
 NO0259* NAVD 88 ORTHO HEIGHT -  1024.608 (meters)     3361.57  (feet) ADJUSTED
 NO0259  ______________________________________________________________________
 NO0259  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 NO0259  DYNAMIC HEIGHT  -       1024.065 (meters)     3359.79  (feet) COMP
 NO0259  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 NO0259
 NO0259  VERT ORDER      -  SECOND    CLASS 0
 NO0259
 NO0259.The horizontal coordinates were scaled from a map and have
 NO0259.an estimated accuracy of +/- 6 seconds.
 NO0259
 NO0259.The orthometric height was determined by differential leveling and
 NO0259.adjusted by the NATIONAL GEODETIC SURVEY
 NO0259.in June 1991.
 NO0259
 NO0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0259.GEOID18 height accuracy estimate available here.
 NO0259
 NO0259.Click photographs - Photos may exist for this station.
 NO0259
 NO0259.The dynamic height is computed by dividing the NAVD 88
 NO0259.geopotential number by the normal gravity value computed on the
 NO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0259.degrees latitude (g = 980.6199 gals.).
 NO0259
 NO0259.The modeled gravity was interpolated from observed gravity values.
 NO0259
 NO0259;                    North         East    Units  Estimated Accuracy
 NO0259;SPC NE       -   245,610.      397,590.      MT  (+/- 180 meters Scaled)
 NO0259
 NO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM148565(NAD 83)
 NO0259
 NO0259                          SUPERSEDED SURVEY CONTROL
 NO0259
 NO0259  NGVD 29 (??/??/92) 1024.234  (m)         3360.34   (f) ADJ UNCH    2 0
 NO0259
 NO0259.Superseded values are not recommended for survey control.
 NO0259
 NO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0259.See file dsdata.pdf to determine how the superseded data were derived.
 NO0259
 NO0259_MARKER: DB = BENCH MARK DISK
 NO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0259_STAMPING: V 62 1934
 NO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0259+STABILITY: SURFACE MOTION
 NO0259
 NO0259  HISTORY     - Date     Condition        Report By
 NO0259  HISTORY     - 1934     MONUMENTED       CGS
 NO0259  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0259
 NO0259                          STATION DESCRIPTION
 NO0259
 NO0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0259'8.3 MI W FROM MULLEN.
 NO0259'8.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0259'FROM THE STATION AT MULLEN, HOOKER COUNTY, 12 RAILS EAST OF
 NO0259'MILEPOST 277, ON THE WEST SLOPE OF A SMALL KNOLL, 44.3 FEET
 NO0259'SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NO0259'A STANDARD DISK, STAMPED V 62 1934 AND SET IN THE TOP OF A
 NO0259'CONCRETE POST.
 NO0259
 NO0259                          STATION RECOVERY (1985)
 NO0259
 NO0259'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0002 ***********************************************************************
 MM0002  DESIGNATION -  U 63
 MM0002  PID         -  MM0002
 MM0002  STATE/COUNTY-  NE/THOMAS
 MM0002  COUNTRY     -  US
 MM0002  USGS QUAD   -  NATICK (2017)
 MM0002
 MM0002                         *CURRENT SURVEY CONTROL
 MM0002  ______________________________________________________________________
 MM0002* NAD 83(1986) POSITION- 41 58 11.     (N) 100 27 35.     (W)   SCALED
 MM0002* NAVD 88 ORTHO HEIGHT -   850.865 (meters)     2791.55  (feet) ADJUSTED
 MM0002  ______________________________________________________________________
 MM0002  GEOID HEIGHT    -        -21.852 (meters)                     GEOID18
 MM0002  DYNAMIC HEIGHT  -        850.427 (meters)     2790.11  (feet) COMP
 MM0002  MODELED GRAVITY -    980,078.6   (mgal)                       NAVD 88
 MM0002
 MM0002  VERT ORDER      -  SECOND    CLASS 0
 MM0002
 MM0002.The horizontal coordinates were scaled from a map and have
 MM0002.an estimated accuracy of +/- 6 seconds.
 MM0002
 MM0002.The orthometric height was determined by differential leveling and
 MM0002.adjusted by the NATIONAL GEODETIC SURVEY
 MM0002.in June 1991.
 MM0002
 MM0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0002.GEOID18 height accuracy estimate available here.
 MM0002
 MM0002.Click photographs - Photos may exist for this station.
 MM0002
 MM0002.The dynamic height is computed by dividing the NAVD 88
 MM0002.geopotential number by the normal gravity value computed on the
 MM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0002.degrees latitude (g = 980.6199 gals.).
 MM0002
 MM0002.The modeled gravity was interpolated from observed gravity values.
 MM0002
 MM0002;                    North         East    Units  Estimated Accuracy
 MM0002;SPC NE       -   237,300.      461,910.      MT  (+/- 180 meters Scaled)
 MM0002
 MM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM790474(NAD 83)
 MM0002
 MM0002                          SUPERSEDED SURVEY CONTROL
 MM0002
 MM0002  NGVD 29 (??/??/92)  850.552  (m)         2790.52   (f) ADJ UNCH    2 0
 MM0002
 MM0002.Superseded values are not recommended for survey control.
 MM0002
 MM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0002.See file dsdata.pdf to determine how the superseded data were derived.
 MM0002
 MM0002_MARKER: DB = BENCH MARK DISK
 MM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0002_STAMPING: U 63 1934
 MM0002_MARK LOGO: CGS
 MM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0002+STABILITY: SURFACE MOTION
 MM0002
 MM0002  HISTORY     - Date     Condition        Report By
 MM0002  HISTORY     - 1934     MONUMENTED       CGS
 MM0002  HISTORY     - 1950     MARK NOT FOUND   USGS
 MM0002  HISTORY     - 19851114 MARK NOT FOUND   USPSQD
 MM0002
 MM0002                          STATION DESCRIPTION
 MM0002
 MM0002'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 MM0002'6.2 MI SE FROM THEDFORD.
 MM0002'6.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0002'RAILROAD FROM THE STATION AT THEDFORD, THOMAS COUNTY, 4 1/2
 MM0002'RAILS EAST OF A STATION-ONE-MILE SIGN, AT THE EAST SLOPE OF A
 MM0002'RISE BETWEEN THE TRACK AND STATE HIGHWAY 2, 41.0 FEET NORTH OF
 MM0002'THE NORTH RAIL, 10.0 FEET SOUTHEAST OF A POLE, AND 6.5 FEET
 MM0002'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN THE
 MM0002'TOP OF A CONCRETE POST.
 MM0002
 MM0002                          STATION RECOVERY (1985)
 MM0002
 MM0002'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 MM0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0167 ***********************************************************************
 MM0167  DESIGNATION -  U 64
 MM0167  PID         -  MM0167
 MM0167  STATE/COUNTY-  NE/THOMAS
 MM0167  COUNTRY     -  US
 MM0167  USGS QUAD   -  THEDFORD SE (2017)
 MM0167
 MM0167                         *CURRENT SURVEY CONTROL
 MM0167  ______________________________________________________________________
 MM0167* NAD 83(1986) POSITION- 41 47 33.     (N) 100 33 11.     (W)   SCALED
 MM0167* NAVD 88 ORTHO HEIGHT -   893.290 (meters)     2930.74  (feet) ADJUSTED
 MM0167  ______________________________________________________________________
 MM0167  GEOID HEIGHT    -        -21.757 (meters)                     GEOID18
 MM0167  DYNAMIC HEIGHT  -        892.813 (meters)     2929.17  (feet) COMP
 MM0167  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 MM0167
 MM0167  VERT ORDER      -  SECOND    CLASS 0
 MM0167
 MM0167.The horizontal coordinates were scaled from a map and have
 MM0167.an estimated accuracy of +/- 6 seconds.
 MM0167
 MM0167.The orthometric height was determined by differential leveling and
 MM0167.adjusted by the NATIONAL GEODETIC SURVEY
 MM0167.in June 1991.
 MM0167
 MM0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0167.GEOID18 height accuracy estimate available here.
 MM0167
 MM0167.Click photographs - Photos may exist for this station.
 MM0167
 MM0167.The dynamic height is computed by dividing the NAVD 88
 MM0167.geopotential number by the normal gravity value computed on the
 MM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0167.degrees latitude (g = 980.6199 gals.).
 MM0167
 MM0167.The modeled gravity was interpolated from observed gravity values.
 MM0167
 MM0167;                    North         East    Units  Estimated Accuracy
 MM0167;SPC NE       -   217,670.      454,050.      MT  (+/- 180 meters Scaled)
 MM0167
 MM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM709279(NAD 83)
 MM0167
 MM0167                          SUPERSEDED SURVEY CONTROL
 MM0167
 MM0167  NGVD 29 (??/??/92)  892.975  (m)         2929.70   (f) ADJ UNCH    2 0
 MM0167
 MM0167.Superseded values are not recommended for survey control.
 MM0167
 MM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0167.See file dsdata.pdf to determine how the superseded data were derived.
 MM0167
 MM0167_MARKER: DB = BENCH MARK DISK
 MM0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0167_STAMPING: U 64 1934
 MM0167_MARK LOGO: CGS
 MM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0167+STABILITY: SURFACE MOTION
 MM0167
 MM0167  HISTORY     - Date     Condition        Report By
 MM0167  HISTORY     - 1934     MONUMENTED       CGS
 MM0167  HISTORY     - 1968     GOOD             USGS
 MM0167  HISTORY     - 19851025 MARK NOT FOUND   USPSQD
 MM0167
 MM0167                          STATION DESCRIPTION
 MM0167
 MM0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0167'14.9 MI S FROM THEDFORD.
 MM0167'ABOUT 14.9 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0167'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0167'COUNTY, AT THE SOUTH SLOPE OF A HILL, ABOUT 90 FEET WEST OF A
 MM0167'NORTH-AND-SOUTH FENCE, AND 32 FEET WEST OF THE CENTER OF AN
 MM0167'AUTOMOBILE GATE.  A STANDARD DISK, STAMPED U 64 1934 AND SET
 MM0167'IN THE TOP OF A CONCRETE POST.  13.4 MI. S ON STATE HWY. 83
 MM0167'FROM JUNCTION OF HWY 2 AND 83 E OF THEDFORD, THOMAS CO., 1.0 MI.
 MM0167'W OF HWY. 83 ALONG A SAND TRAIL, 4.0 FEET EAST OF A N-AND-S FENCE,
 MM0167'IN SMALL SAND BLOWOUT.  TWO FEET OF CONCRETE MARKER EXPOSED.
 MM0167
 MM0167                          STATION RECOVERY (1968)
 MM0167
 MM0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MM0167'RECOVERED IN GOOD CONDITION.
 MM0167
 MM0167                          STATION RECOVERY (1985)
 MM0167
 MM0167'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLK)
 MM0167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0472 ***********************************************************************
 NN0472  DESIGNATION -  U 67
 NN0472  PID         -  NN0472
 NN0472  STATE/COUNTY-  NE/BROWN
 NN0472  COUNTRY     -  US
 NN0472  USGS QUAD   -  LOST LAKE RANCH (2017)
 NN0472
 NN0472                         *CURRENT SURVEY CONTROL
 NN0472  ______________________________________________________________________
 NN0472* NAD 83(1986) POSITION- 42 22 54.     (N) 099 52 50.     (W)   SCALED
 NN0472* NAVD 88 ORTHO HEIGHT -   808.804 (meters)     2653.55  (feet) ADJUSTED
 NN0472  ______________________________________________________________________
 NN0472  GEOID HEIGHT    -        -22.321 (meters)                     GEOID18
 NN0472  DYNAMIC HEIGHT  -        808.451 (meters)     2652.39  (feet) COMP
 NN0472  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 NN0472
 NN0472  VERT ORDER      -  SECOND    CLASS 0
 NN0472
 NN0472.The horizontal coordinates were scaled from a map and have
 NN0472.an estimated accuracy of +/- 6 seconds.
 NN0472
 NN0472.The orthometric height was determined by differential leveling and
 NN0472.adjusted by the NATIONAL GEODETIC SURVEY
 NN0472.in June 1991.
 NN0472
 NN0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0472.GEOID18 height accuracy estimate available here.
 NN0472
 NN0472.Click photographs - Photos may exist for this station.
 NN0472
 NN0472.The dynamic height is computed by dividing the NAVD 88
 NN0472.geopotential number by the normal gravity value computed on the
 NN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0472.degrees latitude (g = 980.6199 gals.).
 NN0472
 NN0472.The modeled gravity was interpolated from observed gravity values.
 NN0472
 NN0472;                    North         East    Units  Estimated Accuracy
 NN0472;SPC NE       -   282,950.      509,830.      MT  (+/- 180 meters Scaled)
 NN0472
 NN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM275925(NAD 83)
 NN0472
 NN0472                          SUPERSEDED SURVEY CONTROL
 NN0472
 NN0472  NGVD 29 (??/??/92)  808.507  (m)         2652.58   (f) ADJ UNCH    2 0
 NN0472
 NN0472.Superseded values are not recommended for survey control.
 NN0472
 NN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0472.See file dsdata.pdf to determine how the superseded data were derived.
 NN0472
 NN0472_MARKER: DB = BENCH MARK DISK
 NN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0472_STAMPING: U 67 1935
 NN0472_MARK LOGO: CGS
 NN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0472+STABILITY: SURFACE MOTION
 NN0472
 NN0472  HISTORY     - Date     Condition        Report By
 NN0472  HISTORY     - 1935     MONUMENTED       CGS
 NN0472  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0472
 NN0472                          STATION DESCRIPTION
 NN0472
 NN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0472'11.4 MI S FROM AINSWORTH.
 NN0472'ABOUT 11.4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0472'COURTHOUSE AT AINSWORTH, BROWN COUNTY, AT THE FOOT OF A SHORT
 NN0472'HILL, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 NN0472'NORTH OF THE FENCE, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 NN0472'A STANDARD DISK, STAMPED U 67 1935 AND SET IN THE TOP OF A CONCRETE
 NN0472'POST.
 NN0472
 NN0472                          STATION RECOVERY (1975)
 NN0472
 NN0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0203 ***********************************************************************
 MM0203  DESIGNATION -  U 7
 MM0203  PID         -  MM0203
 MM0203  STATE/COUNTY-  NE/LINCOLN
 MM0203  COUNTRY     -  US
 MM0203  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0203
 MM0203                         *CURRENT SURVEY CONTROL
 MM0203  ______________________________________________________________________
 MM0203* NAD 83(1986) POSITION- 41 09 14.     (N) 101 09 22.     (W)   SCALED
 MM0203* NAVD 88 ORTHO HEIGHT -   905.511 (meters)     2970.83  (feet) ADJUSTED
 MM0203  ______________________________________________________________________
 MM0203  GEOID HEIGHT    -        -21.817 (meters)                     GEOID18
 MM0203  DYNAMIC HEIGHT  -        904.962 (meters)     2969.03  (feet) COMP
 MM0203  MODELED GRAVITY -    979,986.9   (mgal)                       NAVD 88
 MM0203
 MM0203  VERT ORDER      -  FIRST     CLASS II
 MM0203
 MM0203.The horizontal coordinates were scaled from a map and have
 MM0203.an estimated accuracy of +/- 6 seconds.
 MM0203
 MM0203.The orthometric height was determined by differential leveling and
 MM0203.adjusted by the NATIONAL GEODETIC SURVEY
 MM0203.in June 1991.
 MM0203
 MM0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0203.GEOID18 height accuracy estimate available here.
 MM0203
 MM0203.Click photographs - Photos may exist for this station.
 MM0203
 MM0203.The dynamic height is computed by dividing the NAVD 88
 MM0203.geopotential number by the normal gravity value computed on the
 MM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0203.degrees latitude (g = 980.6199 gals.).
 MM0203
 MM0203.The modeled gravity was interpolated from observed gravity values.
 MM0203
 MM0203;                    North         East    Units  Estimated Accuracy
 MM0203;SPC NE       -   147,260.      402,990.      MT  (+/- 180 meters Scaled)
 MM0203
 MM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL190580(NAD 83)
 MM0203
 MM0203                          SUPERSEDED SURVEY CONTROL
 MM0203
 MM0203  NGVD 29 (02/14/92)  905.113  (m)         2969.52   (f) ADJUSTED    1 2
 MM0203  NGVD 29 (??/??/87)  905.113  (m)         2969.52   (f) SUPERSEDED  1 2
 MM0203
 MM0203.Superseded values are not recommended for survey control.
 MM0203
 MM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0203.See file dsdata.pdf to determine how the superseded data were derived.
 MM0203
 MM0203_MARKER: DB = BENCH MARK DISK
 MM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0203_STAMPING: U 7 1933 2969.525
 MM0203_MARK LOGO: CGS
 MM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0203+STABILITY: SURFACE MOTION
 MM0203
 MM0203  HISTORY     - Date     Condition        Report By
 MM0203  HISTORY     - 1933     MONUMENTED       CGS
 MM0203  HISTORY     - 1986     GOOD             NGS
 MM0203
 MM0203                          STATION DESCRIPTION
 MM0203
 MM0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0203'1.5 MI W FROM SUTHERLAND.
 MM0203'ABOUT 1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0203'THE STATION AT SUTHERLAND, LINCOLN COUNTY, ABOUT 6 POLES EAST
 MM0203'OF MILEPOST 305, AT A ROAD CROSSING, 62 FEET WEST OF THE CENTER
 MM0203'LINE OF THE ROAD, 79.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MM0203'MAIN TRACK, 27.4 FEET WEST OF THE WEST FENCE OF THE ROAD, 6 FEET
 MM0203'NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE, AND IN LINE WITH
 MM0203'A ROW OF POLES.  A STANDARD DISK, STAMPED 2969.525 U 7 1933 AND
 MM0203'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 MM0203'ABOVE GROUND.
 MM0203
 MM0203                          STATION RECOVERY (1986)
 MM0203
 MM0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0203'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0203'ADD--1.2 METERS (4 FT) SOUTHEAST OF THE NORTH POLE OF A DOUBLE BRACE
 MM0203'POWER LINE POLE AND 0.61 METER (2 FT) SOUTHWEST OF A METAL WITNESS
 MM0203'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0516 ***********************************************************************
 ML0516  DESIGNATION -  U 70
 ML0516  PID         -  ML0516
 ML0516  STATE/COUNTY-  NE/WHEELER
 ML0516  COUNTRY     -  US
 ML0516  USGS QUAD   -  BARTLETT SE (2017)
 ML0516
 ML0516                         *CURRENT SURVEY CONTROL
 ML0516  ______________________________________________________________________
 ML0516* NAD 83(1986) POSITION- 41 48 07.     (N) 098 36 19.     (W)   SCALED
 ML0516* NAVD 88 ORTHO HEIGHT -   665.251 (meters)     2182.58  (feet) ADJUSTED
 ML0516  ______________________________________________________________________
 ML0516  GEOID HEIGHT    -        -24.207 (meters)                     GEOID18
 ML0516  DYNAMIC HEIGHT  -        664.942 (meters)     2181.56  (feet) COMP
 ML0516  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 ML0516
 ML0516  VERT ORDER      -  SECOND    CLASS 0
 ML0516
 ML0516.The horizontal coordinates were scaled from a map and have
 ML0516.an estimated accuracy of +/- 6 seconds.
 ML0516
 ML0516.The orthometric height was determined by differential leveling and
 ML0516.adjusted by the NATIONAL GEODETIC SURVEY
 ML0516.in June 1991.
 ML0516
 ML0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0516.GEOID18 height accuracy estimate available here.
 ML0516
 ML0516.Click photographs - Photos may exist for this station.
 ML0516
 ML0516.The dynamic height is computed by dividing the NAVD 88
 ML0516.geopotential number by the normal gravity value computed on the
 ML0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0516.degrees latitude (g = 980.6199 gals.).
 ML0516
 ML0516.The modeled gravity was interpolated from observed gravity values.
 ML0516
 ML0516;                    North         East    Units  Estimated Accuracy
 ML0516;SPC NE       -   219,500.      615,870.      MT  (+/- 180 meters Scaled)
 ML0516
 ML0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM327278(NAD 83)
 ML0516
 ML0516                          SUPERSEDED SURVEY CONTROL
 ML0516
 ML0516  NGVD 29 (??/??/92)  665.013  (m)         2181.80   (f) ADJ UNCH    2 0
 ML0516
 ML0516.Superseded values are not recommended for survey control.
 ML0516
 ML0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0516.See file dsdata.pdf to determine how the superseded data were derived.
 ML0516
 ML0516_MARKER: DB = BENCH MARK DISK
 ML0516_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0516_STAMPING: U 70 1935
 ML0516_MARK LOGO: CGS
 ML0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0516
 ML0516  HISTORY     - Date     Condition        Report By
 ML0516  HISTORY     - 1935     MONUMENTED       CGS
 ML0516  HISTORY     - 1938     GOOD             CGS
 ML0516
 ML0516                          STATION DESCRIPTION
 ML0516
 ML0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0516'5.1 MI NE FROM ERICSON.
 ML0516'5.1 MILES NORTHEAST OF THE POST OFFICE AT ERICSON, ALONG STATE
 ML0516'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 0.2 OF A MILE
 ML0516'NORTH OF A CURVE IN THE HIGHWAY, 250 FEET SOUTH OF THE FOOT OF
 ML0516'A HILL, 34.4 FEET EAST OF THE CENTER OF THE HIGHWAY, 0.5 OF A
 ML0516'FOOT WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET
 ML0516'HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0615 ***********************************************************************
 ML0615  DESIGNATION -  U 71
 ML0615  PID         -  ML0615
 ML0615  STATE/COUNTY-  NE/LOUP
 ML0615  COUNTRY     -  US
 ML0615  USGS QUAD   -  SARGENT EAST (2017)
 ML0615
 ML0615                         *CURRENT SURVEY CONTROL
 ML0615  ______________________________________________________________________
 ML0615* NAD 83(1986) POSITION- 41 44 55.     (N) 099 18 29.     (W)   SCALED
 ML0615* NAVD 88 ORTHO HEIGHT -   689.507 (meters)     2262.16  (feet) ADJUSTED
 ML0615  ______________________________________________________________________
 ML0615  GEOID HEIGHT    -        -23.206 (meters)                     GEOID18
 ML0615  DYNAMIC HEIGHT  -        689.172 (meters)     2261.06  (feet) COMP
 ML0615  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 ML0615
 ML0615  VERT ORDER      -  SECOND    CLASS 0
 ML0615
 ML0615.The horizontal coordinates were scaled from a map and have
 ML0615.an estimated accuracy of +/- 6 seconds.
 ML0615
 ML0615.The orthometric height was determined by differential leveling and
 ML0615.adjusted by the NATIONAL GEODETIC SURVEY
 ML0615.in June 1991.
 ML0615
 ML0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0615.GEOID18 height accuracy estimate available here.
 ML0615
 ML0615.Click photographs - Photos may exist for this station.
 ML0615
 ML0615.The dynamic height is computed by dividing the NAVD 88
 ML0615.geopotential number by the normal gravity value computed on the
 ML0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0615.degrees latitude (g = 980.6199 gals.).
 ML0615
 ML0615.The modeled gravity was interpolated from observed gravity values.
 ML0615
 ML0615;                    North         East    Units  Estimated Accuracy
 ML0615;SPC NE       -   212,880.      557,530.      MT  (+/- 180 meters Scaled)
 ML0615
 ML0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM743219(NAD 83)
 ML0615
 ML0615                          SUPERSEDED SURVEY CONTROL
 ML0615
 ML0615  NGVD 29 (??/??/92)  689.250  (m)         2261.31   (f) ADJ UNCH    2 0
 ML0615
 ML0615.Superseded values are not recommended for survey control.
 ML0615
 ML0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0615.See file dsdata.pdf to determine how the superseded data were derived.
 ML0615
 ML0615_MARKER: DB = BENCH MARK DISK
 ML0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0615_STAMPING: U 71 1935
 ML0615_MARK LOGO: CGS
 ML0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0615+STABILITY: SURFACE MOTION
 ML0615
 ML0615  HISTORY     - Date     Condition        Report By
 ML0615  HISTORY     - 1935     MONUMENTED       CGS
 ML0615
 ML0615                          STATION DESCRIPTION
 ML0615
 ML0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0615'5 MI E FROM TAYLOR.
 ML0615'5.05 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0615'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, ABOUT 0.5 MILE NORTH
 ML0615'OF CEMETERY, 35.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0615'20.0 FEET EAST OF LINE FENCE, 5.0 FEET EAST OF THE EAST END OF
 ML0615'FIELD ENTRANCE WHICH LEADS TO CEMETERY, AND 1.5 FEET SOUTH OF
 ML0615'RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0023 ***********************************************************************
 MM0023  DESIGNATION -  U 72
 MM0023  PID         -  MM0023
 MM0023  STATE/COUNTY-  NE/BLAINE
 MM0023  COUNTRY     -  US
 MM0023  USGS QUAD   -  DUNNING NE (2017)
 MM0023
 MM0023                         *CURRENT SURVEY CONTROL
 MM0023  ______________________________________________________________________
 MM0023* NAD 83(1986) POSITION- 41 52 37.66   (N) 100 01 11.35   (W)   HD_HELD1
 MM0023* NAVD 88 ORTHO HEIGHT -   817.329 (meters)     2681.52  (feet) ADJUSTED
 MM0023  ______________________________________________________________________
 MM0023  GEOID HEIGHT    -        -22.295 (meters)                     GEOID18
 MM0023  DYNAMIC HEIGHT  -        816.920 (meters)     2680.18  (feet) COMP
 MM0023  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 MM0023
 MM0023  VERT ORDER      -  SECOND    CLASS 0
 MM0023
 MM0023.The horizontal coordinates were determined by differentially corrected
 MM0023.hand held GPS observations or other comparable positioning techniques
 MM0023.and have an estimated accuracy of +/- 3 meters.
 MM0023
 MM0023.The orthometric height was determined by differential leveling and
 MM0023.adjusted by the NATIONAL GEODETIC SURVEY
 MM0023.in June 1991.
 MM0023
 MM0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0023.GEOID18 height accuracy estimate available here.
 MM0023
 MM0023.Click photographs - Photos may exist for this station.
 MM0023
 MM0023.The dynamic height is computed by dividing the NAVD 88
 MM0023.geopotential number by the normal gravity value computed on the
 MM0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0023.degrees latitude (g = 980.6199 gals.).
 MM0023
 MM0023.The modeled gravity was interpolated from observed gravity values.
 MM0023
 MM0023;                    North         East    Units  Estimated Accuracy
 MM0023;SPC NE       -   226,914.8     498,355.3     MT  (+/- 3 meters HH1 GPS) 
 MM0023
 MM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1537836636(NAD 83)
 MM0023
 MM0023                          SUPERSEDED SURVEY CONTROL
 MM0023
 MM0023  NGVD 29 (??/??/92)  817.036  (m)         2680.56   (f) ADJ UNCH    2 0
 MM0023
 MM0023.Superseded values are not recommended for survey control.
 MM0023
 MM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0023.See file dsdata.pdf to determine how the superseded data were derived.
 MM0023
 MM0023_MARKER: DB = BENCH MARK DISK
 MM0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0023_STAMPING: U 72 1935
 MM0023_MARK LOGO: CGS
 MM0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0023+STABILITY: SURFACE MOTION
 MM0023
 MM0023  HISTORY     - Date     Condition        Report By
 MM0023  HISTORY     - 1935     MONUMENTED       CGS
 MM0023  HISTORY     - 1949     GOOD             USGS
 MM0023  HISTORY     - 19850920 MARK NOT FOUND   USPSQD
 MM0023
 MM0023                          STATION DESCRIPTION
 MM0023
 MM0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MM0023'6.2 MI NE FROM DUNNING.
 MM0023'ABOUT 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 MM0023'OFFICE AT DUNNING, BLAINE COUNTY, AT A TURN FROM EAST TO NORTH,
 MM0023'ABOUT 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE,
 MM0023'AND 72.2 FEET FROM THE CENTER OF THE JUNCTION OF A SIDE ROAD
 MM0023'LEADING EAST.  A STANDARD DISK, STAMPED U 72 1935 AND SET IN
 MM0023'THE TOP OF A CONCRETE POST.
 MM0023
 MM0023                          STATION RECOVERY (1949)
 MM0023
 MM0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 MM0023'RECOVERED IN GOOD CONDITION.
 MM0023
 MM0023                          STATION RECOVERY (1985)
 MM0023
 MM0023'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0100 ***********************************************************************
 NO0100  DESIGNATION -  U 73
 NO0100  PID         -  NO0100
 NO0100  STATE/COUNTY-  NE/CHERRY
 NO0100  COUNTRY     -  US
 NO0100  USGS QUAD   -  DUCK LAKE NE (2017)
 NO0100
 NO0100                         *CURRENT SURVEY CONTROL
 NO0100  ______________________________________________________________________
 NO0100* NAD 83(1986) POSITION- 42 11 54.65   (N) 100 35 49.26   (W)   HD_HELD1
 NO0100* NAVD 88 ORTHO HEIGHT -   892.552 (meters)     2928.31  (feet) ADJUSTED
 NO0100  ______________________________________________________________________
 NO0100  GEOID HEIGHT    -        -21.599 (meters)                     GEOID18
 NO0100  DYNAMIC HEIGHT  -        892.107 (meters)     2926.85  (feet) COMP
 NO0100  MODELED GRAVITY -    980,093.6   (mgal)                       NAVD 88
 NO0100
 NO0100  VERT ORDER      -  SECOND    CLASS 0
 NO0100
 NO0100.The horizontal coordinates were determined by differentially corrected
 NO0100.hand held GPS observations or other comparable positioning techniques
 NO0100.and have an estimated accuracy of +/- 3 meters.
 NO0100
 NO0100.The orthometric height was determined by differential leveling and
 NO0100.adjusted by the NATIONAL GEODETIC SURVEY
 NO0100.in June 1991.
 NO0100
 NO0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0100.GEOID18 height accuracy estimate available here.
 NO0100
 NO0100.Click photographs - Photos may exist for this station.
 NO0100
 NO0100.The dynamic height is computed by dividing the NAVD 88
 NO0100.geopotential number by the normal gravity value computed on the
 NO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0100.degrees latitude (g = 980.6199 gals.).
 NO0100
 NO0100.The modeled gravity was interpolated from observed gravity values.
 NO0100
 NO0100;                    North         East    Units  Estimated Accuracy
 NO0100;SPC NE       -   262,771.8     450,704.4     MT  (+/- 3 meters HH1 GPS) 
 NO0100
 NO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6814973051(NAD 83)
 NO0100
 NO0100                          SUPERSEDED SURVEY CONTROL
 NO0100
 NO0100  NGVD 29 (??/??/92)  892.237  (m)         2927.28   (f) ADJ UNCH    2 0
 NO0100
 NO0100.Superseded values are not recommended for survey control.
 NO0100
 NO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0100.See file dsdata.pdf to determine how the superseded data were derived.
 NO0100
 NO0100_MARKER: DB = BENCH MARK DISK
 NO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0100_STAMPING: U 73 1934
 NO0100_MARK LOGO: CGS
 NO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0100+STABILITY: SURFACE MOTION
 NO0100
 NO0100  HISTORY     - Date     Condition        Report By
 NO0100  HISTORY     - 1934     MONUMENTED       CGS
 NO0100
 NO0100                          STATION DESCRIPTION
 NO0100
 NO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0100'7 MI S FROM BROWNLEE.
 NO0100'ABOUT 7.0 MILES SOUTH ALONG THE THEDFORD ROAD FROM THE POST
 NO0100'OFFICE AT BROWNLEE, CHERRY COUNTY, 45.7 FEET EAST OF THE CENTER
 NO0100'OF AN AUTOMOBILE GATE, 24 FEET EAST OF THE EAST END OF A WAGON
 NO0100'GATE, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NO0100'U 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0078 ***********************************************************************
 NP0078  DESIGNATION -  U 74
 NP0078  PID         -  NP0078
 NP0078  STATE/COUNTY-  NE/SHERIDAN
 NP0078  COUNTRY     -  US
 NP0078  USGS QUAD   -  ARNOLD LAKE (2017)
 NP0078
 NP0078                         *CURRENT SURVEY CONTROL
 NP0078  ______________________________________________________________________
 NP0078* NAD 83(1986) POSITION- 42 10 03.38   (N) 102 13 43.95   (W)   HD_HELD1
 NP0078* NAVD 88 ORTHO HEIGHT -  1193.181 (meters)     3914.63  (feet) ADJUSTED
 NP0078  ______________________________________________________________________
 NP0078  GEOID HEIGHT    -        -18.750 (meters)                     GEOID18
 NP0078  DYNAMIC HEIGHT  -       1192.511 (meters)     3912.43  (feet) COMP
 NP0078  MODELED GRAVITY -    980,018.2   (mgal)                       NAVD 88
 NP0078
 NP0078  VERT ORDER      -  SECOND    CLASS 0
 NP0078
 NP0078.The horizontal coordinates were determined by differentially corrected
 NP0078.hand held GPS observations or other comparable positioning techniques
 NP0078.and have an estimated accuracy of +/- 3 meters.
 NP0078
 NP0078.The orthometric height was determined by differential leveling and
 NP0078.adjusted by the NATIONAL GEODETIC SURVEY
 NP0078.in June 1991.
 NP0078
 NP0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0078.GEOID18 height accuracy estimate available here.
 NP0078
 NP0078.Click photographs - Photos may exist for this station.
 NP0078
 NP0078.The dynamic height is computed by dividing the NAVD 88
 NP0078.geopotential number by the normal gravity value computed on the
 NP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0078.degrees latitude (g = 980.6199 gals.).
 NP0078
 NP0078.The modeled gravity was interpolated from observed gravity values.
 NP0078
 NP0078;                    North         East    Units  Estimated Accuracy
 NP0078;SPC NE       -   261,542.6     315,892.4     MT  (+/- 3 meters HH1 GPS) 
 NP0078
 NP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2890372103(NAD 83)
 NP0078
 NP0078                          SUPERSEDED SURVEY CONTROL
 NP0078
 NP0078  NGVD 29 (??/??/92) 1192.635  (m)         3912.84   (f) ADJ UNCH    2 0
 NP0078
 NP0078.Superseded values are not recommended for survey control.
 NP0078
 NP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0078.See file dsdata.pdf to determine how the superseded data were derived.
 NP0078
 NP0078_MARKER: DB = BENCH MARK DISK
 NP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0078_STAMPING: U 74 1934
 NP0078_MARK LOGO: CGS
 NP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0078+STABILITY: SURFACE MOTION
 NP0078
 NP0078  HISTORY     - Date     Condition        Report By
 NP0078  HISTORY     - 1934     MONUMENTED       CGS
 NP0078
 NP0078                          STATION DESCRIPTION
 NP0078
 NP0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0078'9.7 MI N FROM ELLSWORTH.
 NP0078'9.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0078'BURLINGTON AND QUINCY RAILROAD AT ELLSWORTH, SHERIDAN COUNTY,
 NP0078'0.3 MILE SOUTHEAST OF A LAKE, 44 FEET WEST OF THE CENTERLINE
 NP0078'OF THE HIGHWAY, 14 FEET NORTH OF A ROAD LEADING TO A FARM ON THE
 NP0078'SOUTH SHORE OF THE LAKE, 4 FEET NORTH OF A FENCE CORNER, AND 2
 NP0078'FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED U 74 1934 AND
 NP0078'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0067 ***********************************************************************
 NP0067  DESIGNATION -  U 75
 NP0067  PID         -  NP0067
 NP0067  STATE/COUNTY-  NE/SHERIDAN
 NP0067  COUNTRY     -  US
 NP0067  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0067
 NP0067                         *CURRENT SURVEY CONTROL
 NP0067  ______________________________________________________________________
 NP0067* NAD 83(1986) POSITION- 42 41 20.     (N) 102 12 15.     (W)   SCALED
 NP0067* NAVD 88 ORTHO HEIGHT -  1097.826 (meters)     3601.78  (feet) ADJUSTED
 NP0067  ______________________________________________________________________
 NP0067  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 NP0067  DYNAMIC HEIGHT  -       1097.298 (meters)     3600.05  (feet) COMP
 NP0067  MODELED GRAVITY -    980,102.0   (mgal)                       NAVD 88
 NP0067
 NP0067  VERT ORDER      -  SECOND    CLASS 0
 NP0067
 NP0067.The horizontal coordinates were scaled from a map and have
 NP0067.an estimated accuracy of +/- 6 seconds.
 NP0067
 NP0067.The orthometric height was determined by differential leveling and
 NP0067.adjusted by the NATIONAL GEODETIC SURVEY
 NP0067.in June 1991.
 NP0067
 NP0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0067.GEOID18 height accuracy estimate available here.
 NP0067
 NP0067.Click photographs - Photos may exist for this station.
 NP0067
 NP0067.The dynamic height is computed by dividing the NAVD 88
 NP0067.geopotential number by the normal gravity value computed on the
 NP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0067.degrees latitude (g = 980.6199 gals.).
 NP0067
 NP0067.The modeled gravity was interpolated from observed gravity values.
 NP0067
 NP0067;                    North         East    Units  Estimated Accuracy
 NP0067;SPC NE       -   319,360.      319,410.      MT  (+/- 180 meters Scaled)
 NP0067
 NP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH290300(NAD 83)
 NP0067
 NP0067                          SUPERSEDED SURVEY CONTROL
 NP0067
 NP0067  NGVD 29 (??/??/92) 1097.338  (m)         3600.18   (f) ADJ UNCH    2 0
 NP0067
 NP0067.Superseded values are not recommended for survey control.
 NP0067
 NP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0067.See file dsdata.pdf to determine how the superseded data were derived.
 NP0067
 NP0067_MARKER: DB = BENCH MARK DISK
 NP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0067_STAMPING: U 75 1934
 NP0067_MARK LOGO: CGS
 NP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0067+STABILITY: SURFACE MOTION
 NP0067
 NP0067  HISTORY     - Date     Condition        Report By
 NP0067  HISTORY     - 1934     MONUMENTED       CGS
 NP0067
 NP0067                          STATION DESCRIPTION
 NP0067
 NP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0067'8.1 MI S FROM GORDON.
 NP0067'8.1 MI. S. OF FIRST NATIONAL BANK ALONG STATE HIGHWAY NO. 27
 NP0067'BETWEEN ELLSWORTH AND GORDON, 1/4 MILE NORTH OF SCHOOL ON TOP
 NP0067'OF HILL, NEAR SECTION CORNER WHERE SIDE ROAD LEADS OFF TO WEST,
 NP0067'48.4 FEET EAST OF THE CENTER LINE OF HIGHWAY, 38.4 FEET SOUTH
 NP0067'OF SECTION FENCE, 2.4 FEET WEST OF THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0068 ***********************************************************************
 NP0068  DESIGNATION -  U 75 RESET
 NP0068  PID         -  NP0068
 NP0068  STATE/COUNTY-  NE/SHERIDAN
 NP0068  COUNTRY     -  US
 NP0068  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0068
 NP0068                         *CURRENT SURVEY CONTROL
 NP0068  ______________________________________________________________________
 NP0068* NAD 83(1986) POSITION- 42 41 20.     (N) 102 12 15.     (W)   SCALED
 NP0068* NAVD 88 ORTHO HEIGHT -  1097.89  (meters)     3602.0   (feet) RESET
 NP0068  ______________________________________________________________________
 NP0068  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 NP0068  VERT ORDER      -  THIRD
 NP0068
 NP0068.The horizontal coordinates were scaled from a map and have
 NP0068.an estimated accuracy of +/- 6 seconds.
 NP0068
 NP0068.The orthometric height was computed from unverified reset data.
 NP0068
 NP0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0068.GEOID18 height accuracy estimate available here.
 NP0068
 NP0068.Click photographs - Photos may exist for this station.
 NP0068
 NP0068;                    North         East    Units  Estimated Accuracy
 NP0068;SPC NE       -   319,360.      319,410.      MT  (+/- 180 meters Scaled)
 NP0068
 NP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH290300(NAD 83)
 NP0068
 NP0068                          SUPERSEDED SURVEY CONTROL
 NP0068
 NP0068  NGVD 29 (??/??/??) 1097.41   (m)         3600.4    (f) RESET       3  
 NP0068
 NP0068.Superseded values are not recommended for survey control.
 NP0068
 NP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0068.See file dsdata.pdf to determine how the superseded data were derived.
 NP0068
 NP0068_MARKER: DB = BENCH MARK DISK
 NP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0068_STAMPING: U 75 RESET 1958
 NP0068_MARK LOGO: CGS
 NP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0068+STABILITY: SURFACE MOTION
 NP0068
 NP0068  HISTORY     - Date     Condition        Report By
 NP0068  HISTORY     - 1958     MONUMENTED       NEDR
 NP0068  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0068
 NP0068                          STATION DESCRIPTION
 NP0068
 NP0068'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NP0068'8 MI S FROM GORDON.
 NP0068'ABOUT 8.0 MILES SOUTH ALONG HIGHWAY 27 FROM THE CHICAGO AND
 NP0068'NORTHWESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, ABOUT 0.3
 NP0068'MILE NORTH OF A SCHOOL, NEAR A SECTION CORNER AND THE JUNCTION
 NP0068'OF A ROAD LEADING WEST, 60 FEET EAST OF THE CENTERLINE OF THE
 NP0068'HIGHWAY, 38 FEET SOUTH OF A SECTION LINE FENCE AND ON THE
 NP0068'RIGHT-OF-WAY LINE OF THE PRESENT HIGHWAY.  A STANDARD DISK,
 NP0068'STAMPED U 75 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST.
 NP0068
 NP0068                          STATION RECOVERY (1969)
 NP0068
 NP0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0215 ***********************************************************************
 MN0215  DESIGNATION -  U 76
 MN0215  PID         -  MN0215
 MN0215  STATE/COUNTY-  NE/CHEYENNE
 MN0215  COUNTRY     -  US
 MN0215  USGS QUAD   -  POTTER (2017)
 MN0215
 MN0215                         *CURRENT SURVEY CONTROL
 MN0215  ______________________________________________________________________
 MN0215* NAD 83(1986) POSITION- 41 12 59.     (N) 103 19 40.     (W)   SCALED
 MN0215* NAVD 88 ORTHO HEIGHT -  1337.790 (meters)     4389.07  (feet) ADJUSTED
 MN0215  ______________________________________________________________________
 MN0215  GEOID HEIGHT    -        -19.345 (meters)                     GEOID18
 MN0215  DYNAMIC HEIGHT  -       1336.826 (meters)     4385.90  (feet) COMP
 MN0215  MODELED GRAVITY -    979,856.9   (mgal)                       NAVD 88
 MN0215
 MN0215  VERT ORDER      -  SECOND    CLASS 0
 MN0215
 MN0215.The horizontal coordinates were scaled from a map and have
 MN0215.an estimated accuracy of +/- 6 seconds.
 MN0215
 MN0215.The orthometric height was determined by differential leveling and
 MN0215.adjusted by the NATIONAL GEODETIC SURVEY
 MN0215.in June 1991.
 MN0215
 MN0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0215.GEOID18 height accuracy estimate available here.
 MN0215
 MN0215.Click photographs - Photos may exist for this station.
 MN0215
 MN0215.The dynamic height is computed by dividing the NAVD 88
 MN0215.geopotential number by the normal gravity value computed on the
 MN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0215.degrees latitude (g = 980.6199 gals.).
 MN0215
 MN0215.The modeled gravity was interpolated from observed gravity values.
 MN0215
 MN0215;                    North         East    Units  Estimated Accuracy
 MN0215;SPC NE       -   158,920.      221,100.      MT  (+/- 180 meters Scaled)
 MN0215
 MN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF401641(NAD 83)
 MN0215
 MN0215                          SUPERSEDED SURVEY CONTROL
 MN0215
 MN0215  NGVD 29 (??/??/92) 1337.146  (m)         4386.95   (f) ADJ UNCH    2 0
 MN0215
 MN0215.Superseded values are not recommended for survey control.
 MN0215
 MN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0215.See file dsdata.pdf to determine how the superseded data were derived.
 MN0215
 MN0215_MARKER: DB = BENCH MARK DISK
 MN0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0215_STAMPING: U 76 1934
 MN0215_MARK LOGO: CGS
 MN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0215+STABILITY: SURFACE MOTION
 MN0215
 MN0215  HISTORY     - Date     Condition        Report By
 MN0215  HISTORY     - 1934     MONUMENTED       CGS
 MN0215  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0215
 MN0215                          STATION DESCRIPTION
 MN0215
 MN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0215'0.5 MI W FROM POTTER.
 MN0215'0.5 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0215'AT POTTER, CHEYENNE COUNTY, 1 POLE EAST OF MILEPOST 427, 53.4
 MN0215'FEET NORTH OF THE NORTH RAIL, 32 FEET WEST AND 15 FEET NORTH OF
 MN0215'A POLE, 5 FEET NORTH OF AN OLD FENCE LINE, AND ABOUT 4 FEET
 MN0215'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 76 1934 AND
 MN0215'SET IN THE TOP OF A CONCRETE POST.
 MN0215
 MN0215                          STATION RECOVERY (1972)
 MN0215
 MN0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0701 ***********************************************************************
 MK0701  DESIGNATION -  U 79
 MK0701  PID         -  MK0701
 MK0701  STATE/COUNTY-  NE/SAUNDERS
 MK0701  COUNTRY     -  US
 MK0701  USGS QUAD   -  ASHLAND EAST (2017)
 MK0701
 MK0701                         *CURRENT SURVEY CONTROL
 MK0701  ______________________________________________________________________
 MK0701* NAD 83(1986) POSITION- 41 01 47.1    (N) 096 22 16.0    (W)   HD_HELD2
 MK0701* NAVD 88 ORTHO HEIGHT -   331.438 (meters)     1087.39  (feet) ADJUSTED
 MK0701  ______________________________________________________________________
 MK0701  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 MK0701  DYNAMIC HEIGHT  -        331.303 (meters)     1086.95  (feet) COMP
 MK0701  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 MK0701
 MK0701  VERT ORDER      -  SECOND    CLASS 0
 MK0701
 MK0701.The horizontal coordinates were established by autonomous hand held GPS
 MK0701.observations and have an estimated accuracy of +/- 10 meters.
 MK0701
 MK0701.The orthometric height was determined by differential leveling and
 MK0701.adjusted by the NATIONAL GEODETIC SURVEY
 MK0701.in June 1991.
 MK0701
 MK0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0701.GEOID18 height accuracy estimate available here.
 MK0701
 MK0701.Click photographs - Photos may exist for this station.
 MK0701
 MK0701.The dynamic height is computed by dividing the NAVD 88
 MK0701.geopotential number by the normal gravity value computed on the
 MK0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0701.degrees latitude (g = 980.6199 gals.).
 MK0701
 MK0701.The modeled gravity was interpolated from observed gravity values.
 MK0701
 MK0701;                    North         East    Units  Estimated Accuracy
 MK0701;SPC NE       -   139,235.      804,997.      MT  (+/- 10 meters HH2 GPS)
 MK0701
 MK0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2100445389(NAD 83)
 MK0701
 MK0701                          SUPERSEDED SURVEY CONTROL
 MK0701
 MK0701  NGVD 29 (??/??/92)  331.335  (m)         1087.05   (f) ADJ UNCH    2 0
 MK0701
 MK0701.Superseded values are not recommended for survey control.
 MK0701
 MK0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0701.See file dsdata.pdf to determine how the superseded data were derived.
 MK0701
 MK0701_MARKER: DB = BENCH MARK DISK
 MK0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0701_SP_SET: BRIDGE
 MK0701_STAMPING: U 79 1935
 MK0701_MARK LOGO: CGS
 MK0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0701
 MK0701  HISTORY     - Date     Condition        Report By
 MK0701  HISTORY     - 1935     MONUMENTED       CGS
 MK0701
 MK0701                          STATION DESCRIPTION
 MK0701
 MK0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0701'0.9 MI SW FROM ASHLAND.
 MK0701'0.9 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0701'RAILROAD FROM THE STATION AT ASHLAND, SAUNDERS COUNTY, 25 RAILS
 MK0701'SOUTHWEST OF MILEPOST 36, AT A STATE HIGHWAY 63 UNDERPASS, 40
 MK0701'FEET EAST OF THE SIGNAL LIGHT, 10.5 FEET SOUTHEAST OF THE
 MK0701'SOUTHEAST RAIL, AND IN THE TOP OF THE SOUTHWEST ABUTMENT.  A
 MK0701'STANDARD DISK, STAMPED U 79 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0070 ***********************************************************************
 MN0070  DESIGNATION -  U 8
 MN0070  PID         -  MN0070
 MN0070  STATE/COUNTY-  NE/KEITH
 MN0070  COUNTRY     -  US
 MN0070  USGS QUAD   -  BIG SPRINGS (2017)
 MN0070
 MN0070                         *CURRENT SURVEY CONTROL
 MN0070  ______________________________________________________________________
 MN0070* NAD 83(1986) POSITION- 41 04 23.3    (N) 102 01 42.1    (W)   HD_HELD2
 MN0070* NAVD 88 ORTHO HEIGHT -  1025.160 (meters)     3363.38  (feet) ADJUSTED
 MN0070  ______________________________________________________________________
 MN0070  GEOID HEIGHT    -        -20.679 (meters)                     GEOID18
 MN0070  DYNAMIC HEIGHT  -       1024.503 (meters)     3361.22  (feet) COMP
 MN0070  MODELED GRAVITY -    979,948.6   (mgal)                       NAVD 88
 MN0070
 MN0070  VERT ORDER      -  FIRST     CLASS II
 MN0070
 MN0070.The horizontal coordinates were established by autonomous hand held GPS
 MN0070.observations and have an estimated accuracy of +/- 10 meters.
 MN0070
 MN0070.The orthometric height was determined by differential leveling and
 MN0070.adjusted by the NATIONAL GEODETIC SURVEY
 MN0070.in June 1991.
 MN0070
 MN0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0070.GEOID18 height accuracy estimate available here.
 MN0070
 MN0070.Click photographs - Photos may exist for this station.
 MN0070
 MN0070.The dynamic height is computed by dividing the NAVD 88
 MN0070.geopotential number by the normal gravity value computed on the
 MN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0070.degrees latitude (g = 980.6199 gals.).
 MN0070
 MN0070.The modeled gravity was interpolated from observed gravity values.
 MN0070
 MN0070;                    North         East    Units  Estimated Accuracy
 MN0070;SPC NE       -   139,650.      329,601.      MT  (+/- 10 meters HH2 GPS)
 MN0070
 MN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4965851132(NAD 83)
 MN0070
 MN0070                          SUPERSEDED SURVEY CONTROL
 MN0070
 MN0070  NGVD 29 (02/14/92) 1024.705  (m)         3361.89   (f) ADJUSTED    1 2
 MN0070  NGVD 29 (??/??/87) 1024.705  (m)         3361.89   (f) SUPERSEDED  1 2
 MN0070
 MN0070.Superseded values are not recommended for survey control.
 MN0070
 MN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0070.See file dsdata.pdf to determine how the superseded data were derived.
 MN0070
 MN0070_MARKER: DB = BENCH MARK DISK
 MN0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0070_SP_SET: BRIDGE ABUTMENT
 MN0070_STAMPING: U 8 1933 3361.886
 MN0070_MARK LOGO: CGS
 MN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0070+STABILITY: SURFACE MOTION
 MN0070
 MN0070  HISTORY     - Date     Condition        Report By
 MN0070  HISTORY     - 1933     MONUMENTED       CGS
 MN0070  HISTORY     - 1941     GOOD             CGS
 MN0070  HISTORY     - 1986     GOOD             NGS
 MN0070
 MN0070                          STATION DESCRIPTION
 MN0070
 MN0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0070'2.6 MI E FROM BIG SPRINGS.
 MN0070'IN KEITH COUNTY, ABOUT 2.6 MILES EAST ALONG THE UNION PACIFIC
 MN0070'RAILROAD FROM BIG SPRINGS, DEUEL COUNTY, ABOUT 19 POLES WEST OF
 MN0070'MILEPOST 351, AT DECK GIRDER BRIDGE 351.38, IN THE TOP OF THE NORTH
 MN0070'END OF THE EAST CONCRETE ABUTMENT, ABOUT 200 FEET SOUTH OF THE
 MN0070'CENTER LINE OF U.S. HIGHWAY 30, AND 8.2 FEET NORTH OF THE NORTH
 MN0070'RAIL OF THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED 3361.886
 MN0070'U 8 1933.
 MN0070
 MN0070                          STATION RECOVERY (1941)
 MN0070
 MN0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0070'RECOVERED IN GOOD CONDITION.
 MN0070
 MN0070                          STATION RECOVERY (1986)
 MN0070
 MN0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0960 ***********************************************************************
 MK0960  DESIGNATION -  U 81
 MK0960  PID         -  MK0960
 MK0960  STATE/COUNTY-  NE/SAUNDERS
 MK0960  COUNTRY     -  US
 MK0960  USGS QUAD   -  WAHOO WEST (2017)
 MK0960
 MK0960                         *CURRENT SURVEY CONTROL
 MK0960  ______________________________________________________________________
 MK0960* NAD 83(1986) POSITION- 41 12 20.     (N) 096 42 59.     (W)   SCALED
 MK0960* NAVD 88 ORTHO HEIGHT -   374.084 (meters)     1227.31  (feet) ADJUSTED
 MK0960  ______________________________________________________________________
 MK0960  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 MK0960  DYNAMIC HEIGHT  -        373.905 (meters)     1226.72  (feet) COMP
 MK0960  MODELED GRAVITY -    980,134.3   (mgal)                       NAVD 88
 MK0960
 MK0960  VERT ORDER      -  SECOND    CLASS 0
 MK0960
 MK0960.The horizontal coordinates were scaled from a map and have
 MK0960.an estimated accuracy of +/- 6 seconds.
 MK0960
 MK0960.The orthometric height was determined by differential leveling and
 MK0960.adjusted by the NATIONAL GEODETIC SURVEY
 MK0960.in June 1991.
 MK0960
 MK0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0960.GEOID18 height accuracy estimate available here.
 MK0960
 MK0960.Click photographs - Photos may exist for this station.
 MK0960
 MK0960.The dynamic height is computed by dividing the NAVD 88
 MK0960.geopotential number by the normal gravity value computed on the
 MK0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0960.degrees latitude (g = 980.6199 gals.).
 MK0960
 MK0960.The modeled gravity was interpolated from observed gravity values.
 MK0960
 MK0960;                    North         East    Units  Estimated Accuracy
 MK0960;SPC NE       -   157,580.      775,250.      MT  (+/- 180 meters Scaled)
 MK0960
 MK0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL914640(NAD 83)
 MK0960
 MK0960                          SUPERSEDED SURVEY CONTROL
 MK0960
 MK0960  NGVD 29 (??/??/92)  373.928  (m)         1226.80   (f) ADJ UNCH    2 0
 MK0960
 MK0960.Superseded values are not recommended for survey control.
 MK0960
 MK0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0960.See file dsdata.pdf to determine how the superseded data were derived.
 MK0960
 MK0960_MARKER: DB = BENCH MARK DISK
 MK0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0960_STAMPING: U 81 1935
 MK0960_MARK LOGO: CGS
 MK0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0960+STABILITY: SURFACE MOTION
 MK0960
 MK0960  HISTORY     - Date     Condition        Report By
 MK0960  HISTORY     - 1935     MONUMENTED       CGS
 MK0960  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0960
 MK0960                          STATION DESCRIPTION
 MK0960
 MK0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0960'5.2 MI W FROM WAHOO.
 MK0960'5.2 MILES WEST OF POST OFFICE BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0960'HIGHWAY NUMBER 16 BETWEEN WAHOO AND BRAINARD, 0.5 MILE EAST OF
 MK0960'WAHOO CREEK, NEAR CROSS ROAD, ABOUT 600 FEET WEST OF FARM.  67.3
 MK0960'FEET NORTHEAST OF ROAD INTERSECTION, 62.8 FEET NORTH OF CENTER
 MK0960'LINE OF HIGHWAY 16, 34.6 FEET EAST OF CENTER LINE OF COUNTY
 MK0960'ROAD, 2.6 FEET WEST OF FENCE.
 MK0960
 MK0960                          STATION RECOVERY (1968)
 MK0960
 MK0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0960'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0961 ***********************************************************************
 MK0961  DESIGNATION -  U 81 RESET
 MK0961  PID         -  MK0961
 MK0961  STATE/COUNTY-  NE/SAUNDERS
 MK0961  COUNTRY     -  US
 MK0961  USGS QUAD   -  WAHOO WEST (2017)
 MK0961
 MK0961                         *CURRENT SURVEY CONTROL
 MK0961  ______________________________________________________________________
 MK0961* NAD 83(1986) POSITION- 41 12 20.     (N) 096 42 57.     (W)   SCALED
 MK0961* NAVD 88 ORTHO HEIGHT -   374.05  (meters)     1227.2   (feet) RESET
 MK0961  ______________________________________________________________________
 MK0961  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 MK0961  VERT ORDER      -  THIRD
 MK0961
 MK0961.The horizontal coordinates were scaled from a map and have
 MK0961.an estimated accuracy of +/- 6 seconds.
 MK0961
 MK0961.The orthometric height was computed from unverified reset data.
 MK0961
 MK0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0961.GEOID18 height accuracy estimate available here.
 MK0961
 MK0961.Click photographs - Photos may exist for this station.
 MK0961
 MK0961;                    North         East    Units  Estimated Accuracy
 MK0961;SPC NE       -   157,580.      775,300.      MT  (+/- 180 meters Scaled)
 MK0961
 MK0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL915640(NAD 83)
 MK0961
 MK0961                          SUPERSEDED SURVEY CONTROL
 MK0961
 MK0961  NGVD 29 (??/??/??)  373.90   (m)         1226.7    (f) RESET       3  
 MK0961
 MK0961.Superseded values are not recommended for survey control.
 MK0961
 MK0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0961.See file dsdata.pdf to determine how the superseded data were derived.
 MK0961
 MK0961_MARKER: DB = BENCH MARK DISK
 MK0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0961_STAMPING: U 81 RESET 1937
 MK0961_MARK LOGO: CGS
 MK0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0961+STABILITY: SURFACE MOTION
 MK0961
 MK0961  HISTORY     - Date     Condition        Report By
 MK0961  HISTORY     - 1937     MONUMENTED       NEDR
 MK0961  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0961
 MK0961                          STATION DESCRIPTION
 MK0961
 MK0961'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1937
 MK0961'5.2 MI W FROM WAHOO.
 MK0961'5.2 MILES WEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 16 FROM THE
 MK0961'POST OFFICE AT WAHOO, SAUNDERS COUNTY, 0.5 MILE EAST OF WAHOO
 MK0961'CREEK, 200 YARDS WEST OF A FARMHOUSE, AT THE INTERSECTION OF A
 MK0961'COUNTY ROAD, 130 FEET NORTH OF THE CENTER LINE OF THE OLD
 MK0961'HIGHWAY, 34.6 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD,
 MK0961'AND 2.6 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED U 81
 MK0961'RESET 1937 AND SET IN THE TOP OF A CONCRETE POST.
 MK0961
 MK0961                          STATION RECOVERY (1968)
 MK0961
 MK0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0961'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0933 ***********************************************************************
 MK0933  DESIGNATION -  U 82
 MK0933  PID         -  MK0933
 MK0933  STATE/COUNTY-  NE/SAUNDERS
 MK0933  COUNTRY     -  US
 MK0933  USGS QUAD   -  WAHOO EAST (2017)
 MK0933
 MK0933                         *CURRENT SURVEY CONTROL
 MK0933  ______________________________________________________________________
 MK0933* NAD 83(1986) POSITION- 41 10 55.     (N) 096 36 19.     (W)   SCALED
 MK0933* NAVD 88 ORTHO HEIGHT -   359.809 (meters)     1180.47  (feet) ADJUSTED
 MK0933  ______________________________________________________________________
 MK0933  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 MK0933  DYNAMIC HEIGHT  -        359.637 (meters)     1179.91  (feet) COMP
 MK0933  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 MK0933
 MK0933  VERT ORDER      -  SECOND    CLASS 0
 MK0933
 MK0933.The horizontal coordinates were scaled from a map and have
 MK0933.an estimated accuracy of +/- 6 seconds.
 MK0933
 MK0933.The orthometric height was determined by differential leveling and
 MK0933.adjusted by the NATIONAL GEODETIC SURVEY
 MK0933.in June 1991.
 MK0933
 MK0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0933.GEOID18 height accuracy estimate available here.
 MK0933
 MK0933.Click photographs - Photos may exist for this station.
 MK0933
 MK0933.The dynamic height is computed by dividing the NAVD 88
 MK0933.geopotential number by the normal gravity value computed on the
 MK0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0933.degrees latitude (g = 980.6199 gals.).
 MK0933
 MK0933.The modeled gravity was interpolated from observed gravity values.
 MK0933
 MK0933;                    North         East    Units  Estimated Accuracy
 MK0933;SPC NE       -   155,320.      784,660.      MT  (+/- 180 meters Scaled)
 MK0933
 MK0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL008617(NAD 83)
 MK0933
 MK0933                          SUPERSEDED SURVEY CONTROL
 MK0933
 MK0933  NGVD 29 (??/??/92)  359.667  (m)         1180.01   (f) ADJ UNCH    2 0
 MK0933
 MK0933.Superseded values are not recommended for survey control.
 MK0933
 MK0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0933.See file dsdata.pdf to determine how the superseded data were derived.
 MK0933
 MK0933_MARKER: DB = BENCH MARK DISK
 MK0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0933_STAMPING: U 82 1935
 MK0933_MARK LOGO: CGS
 MK0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0933+STABILITY: SURFACE MOTION
 MK0933
 MK0933  HISTORY     - Date     Condition        Report By
 MK0933  HISTORY     - 1935     MONUMENTED       CGS
 MK0933  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0933
 MK0933                          STATION DESCRIPTION
 MK0933
 MK0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0933'2.5 M S FROM WAHOO.
 MK0933'1.5 MILES SOUTH OF WAHOO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0933'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 1.6 MILES
 MK0933'SOUTH OF JUNCTION WITH CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0933'OPPOSITE WHISTLE BOARD.  450 FEET NORTH OF MILE POST 25, 49.6
 MK0933'FEET EAST OF EAST RAIL, AND 8.4 FEET WEST OF FENCE.
 MK0933
 MK0933                          STATION RECOVERY (1968)
 MK0933
 MK0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0933'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0026 ***********************************************************************
 ML0026  DESIGNATION -  U 83
 ML0026  PID         -  ML0026
 ML0026  STATE/COUNTY-  NE/BOONE
 ML0026  COUNTRY     -  US
 ML0026  USGS QUAD   -  PETERSBURG (2017)
 ML0026
 ML0026                         *CURRENT SURVEY CONTROL
 ML0026  ______________________________________________________________________
 ML0026* NAD 83(1986) POSITION- 41 51 09.     (N) 098 04 55.     (W)   SCALED
 ML0026* NAVD 88 ORTHO HEIGHT -   578.742 (meters)     1898.76  (feet) ADJUSTED
 ML0026  ______________________________________________________________________
 ML0026  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0026  DYNAMIC HEIGHT  -        578.486 (meters)     1897.92  (feet) COMP
 ML0026  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 ML0026
 ML0026  VERT ORDER      -  SECOND    CLASS 0
 ML0026
 ML0026.The horizontal coordinates were scaled from a map and have
 ML0026.an estimated accuracy of +/- 6 seconds.
 ML0026
 ML0026.The orthometric height was determined by differential leveling and
 ML0026.adjusted by the NATIONAL GEODETIC SURVEY
 ML0026.in June 1991.
 ML0026
 ML0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0026.GEOID18 height accuracy estimate available here.
 ML0026
 ML0026.Click photographs - Photos may exist for this station.
 ML0026
 ML0026.The dynamic height is computed by dividing the NAVD 88
 ML0026.geopotential number by the normal gravity value computed on the
 ML0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0026.degrees latitude (g = 980.6199 gals.).
 ML0026
 ML0026.The modeled gravity was interpolated from observed gravity values.
 ML0026
 ML0026;                    North         East    Units  Estimated Accuracy
 ML0026;SPC NE       -   225,950.      659,210.      MT  (+/- 180 meters Scaled)
 ML0026
 ML0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM762338(NAD 83)
 ML0026
 ML0026                          SUPERSEDED SURVEY CONTROL
 ML0026
 ML0026  NGVD 29 (??/??/92)  578.516  (m)         1898.01   (f) ADJ UNCH    2 0
 ML0026
 ML0026.Superseded values are not recommended for survey control.
 ML0026
 ML0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0026.See file dsdata.pdf to determine how the superseded data were derived.
 ML0026
 ML0026_MARKER: DB = BENCH MARK DISK
 ML0026_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ML0026_SP_SET: WATER TOWER BASE
 ML0026_STAMPING: U 83 1935
 ML0026_MARK LOGO: CGS
 ML0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0026+STABILITY: SURFACE MOTION
 ML0026
 ML0026  HISTORY     - Date     Condition        Report By
 ML0026  HISTORY     - 1935     MONUMENTED       CGS
 ML0026  HISTORY     - 1950     GOOD             CGS
 ML0026
 ML0026                          STATION DESCRIPTION
 ML0026
 ML0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0026'AT PETERSBURG.
 ML0026'AT PETERSBURG, 100 FEET SOUTHWEST OF THE WEST CORNER OF THE
 ML0026'CHICAGO AND NORTH WESTERN RAILROAD STATION, 9.3 FEET SOUTHEAST
 ML0026'OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE NORTH CORNER OF
 ML0026'THE NORTHEAST ONE OF TWO NORTHWEST CONCRETE BASES OF THE RAILROAD
 ML0026'WATER TOWER, 1.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1199 ***********************************************************************
 MK1199  DESIGNATION -  U 86
 MK1199  PID         -  MK1199
 MK1199  STATE/COUNTY-  NE/PLATTE
 MK1199  COUNTRY     -  US
 MK1199  USGS QUAD   -  CRESTON (2017)
 MK1199
 MK1199                         *CURRENT SURVEY CONTROL
 MK1199  ______________________________________________________________________
 MK1199* NAD 83(1986) POSITION- 41 42 33.     (N) 097 15 12.     (W)   SCALED
 MK1199* NAVD 88 ORTHO HEIGHT -   491.267 (meters)     1611.77  (feet) ADJUSTED
 MK1199  ______________________________________________________________________
 MK1199  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 MK1199  DYNAMIC HEIGHT  -        491.061 (meters)     1611.09  (feet) COMP
 MK1199  MODELED GRAVITY -    980,189.0   (mgal)                       NAVD 88
 MK1199
 MK1199  VERT ORDER      -  SECOND    CLASS 0
 MK1199
 MK1199.The horizontal coordinates were scaled from a map and have
 MK1199.an estimated accuracy of +/- 6 seconds.
 MK1199
 MK1199.The orthometric height was determined by differential leveling and
 MK1199.adjusted by the NATIONAL GEODETIC SURVEY
 MK1199.in June 1991.
 MK1199
 MK1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1199.GEOID18 height accuracy estimate available here.
 MK1199
 MK1199.Click photographs - Photos may exist for this station.
 MK1199
 MK1199.The dynamic height is computed by dividing the NAVD 88
 MK1199.geopotential number by the normal gravity value computed on the
 MK1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1199.degrees latitude (g = 980.6199 gals.).
 MK1199
 MK1199.The modeled gravity was interpolated from observed gravity values.
 MK1199
 MK1199;                    North         East    Units  Estimated Accuracy
 MK1199;SPC NE       -   211,900.      728,480.      MT  (+/- 180 meters Scaled)
 MK1199
 MK1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM453189(NAD 83)
 MK1199
 MK1199                          SUPERSEDED SURVEY CONTROL
 MK1199
 MK1199  NGVD 29 (??/??/92)  491.076  (m)         1611.14   (f) ADJ UNCH    2 0
 MK1199
 MK1199.Superseded values are not recommended for survey control.
 MK1199
 MK1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1199.See file dsdata.pdf to determine how the superseded data were derived.
 MK1199
 MK1199_MARKER: DB = BENCH MARK DISK
 MK1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1199_STAMPING: U 86 1935
 MK1199_MARK LOGO: CGS
 MK1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1199+STABILITY: SURFACE MOTION
 MK1199
 MK1199  HISTORY     - Date     Condition        Report By
 MK1199  HISTORY     - 1935     MONUMENTED       CGS
 MK1199  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1199
 MK1199                          STATION DESCRIPTION
 MK1199
 MK1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1199'0.7 MI W FROM LEIGH.
 MK1199'0.7 MILES WEST OF LEIGH.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1199'RAILROAD BETWEEN HUMPHREY AND HOOPER, 100.8 FEET NORTH OF MILE
 MK1199'POST NO. 36, 55.9 FEET NORTHWEST OF PRIVATE CROSSING, 49.4
 MK1199'FEET NORTH OF THE NORTH RAIL, 6.3 FEET SOUTHEAST OF TELEPHONE
 MK1199'POLE.
 MK1199
 MK1199                          STATION RECOVERY (1965)
 MK1199
 MK1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1158 ***********************************************************************
 MK1158  DESIGNATION -  U 87
 MK1158  PID         -  MK1158
 MK1158  STATE/COUNTY-  NE/STANTON
 MK1158  COUNTRY     -  US
 MK1158  USGS QUAD   -  STANTON NE (2017)
 MK1158
 MK1158                         *CURRENT SURVEY CONTROL
 MK1158  ______________________________________________________________________
 MK1158* NAD 83(1986) POSITION- 41 55 54.     (N) 097 03 31.     (W)   SCALED
 MK1158* NAVD 88 ORTHO HEIGHT -   488.789 (meters)     1603.64  (feet) ADJUSTED
 MK1158  ______________________________________________________________________
 MK1158  GEOID HEIGHT    -        -24.887 (meters)                     GEOID18
 MK1158  DYNAMIC HEIGHT  -        488.603 (meters)     1603.03  (feet) COMP
 MK1158  MODELED GRAVITY -    980,226.3   (mgal)                       NAVD 88
 MK1158
 MK1158  VERT ORDER      -  SECOND    CLASS 0
 MK1158
 MK1158.The horizontal coordinates were scaled from a map and have
 MK1158.an estimated accuracy of +/- 6 seconds.
 MK1158
 MK1158.The orthometric height was determined by differential leveling and
 MK1158.adjusted by the NATIONAL GEODETIC SURVEY
 MK1158.in June 1991.
 MK1158
 MK1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1158.GEOID18 height accuracy estimate available here.
 MK1158
 MK1158.Click photographs - Photos may exist for this station.
 MK1158
 MK1158.The dynamic height is computed by dividing the NAVD 88
 MK1158.geopotential number by the normal gravity value computed on the
 MK1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1158.degrees latitude (g = 980.6199 gals.).
 MK1158
 MK1158.The modeled gravity was interpolated from observed gravity values.
 MK1158
 MK1158;                    North         East    Units  Estimated Accuracy
 MK1158;SPC NE       -   237,120.      743,830.      MT  (+/- 180 meters Scaled)
 MK1158
 MK1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM609440(NAD 83)
 MK1158
 MK1158                          SUPERSEDED SURVEY CONTROL
 MK1158
 MK1158  NGVD 29 (??/??/92)  488.615  (m)         1603.06   (f) ADJ UNCH    2 0
 MK1158
 MK1158.Superseded values are not recommended for survey control.
 MK1158
 MK1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1158.See file dsdata.pdf to determine how the superseded data were derived.
 MK1158
 MK1158_MARKER: DB = BENCH MARK DISK
 MK1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1158_STAMPING: U 87 1935
 MK1158_MARK LOGO: CGS
 MK1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1158+STABILITY: SURFACE MOTION
 MK1158
 MK1158  HISTORY     - Date     Condition        Report By
 MK1158  HISTORY     - 1935     MONUMENTED       CGS
 MK1158  HISTORY     - 1963     MARK NOT FOUND   USGS
 MK1158
 MK1158                          STATION DESCRIPTION
 MK1158
 MK1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1158'5.2 MI S FROM PILGER.
 MK1158'5.2 MILES SOUTH OF PILGER BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1158'NO. 15 BETWEEN SCHUYLER AND PILGER, 49.7 FEET NORTHWEST OF
 MK1158'ROAD INTERSECTION, 34.6 FEET NORTH OF THE CENTER LINE OF COUNTY
 MK1158'ROAD, 34.4 FEET WEST OF THE CENTER LINE OF HIGHWAY, 13.1 FEET
 MK1158'SOUTH OF TELEPHONE POLE.
 MK1158
 MK1158                          STATION RECOVERY (1963)
 MK1158
 MK1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MK1158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0087 ***********************************************************************
 LG0087  DESIGNATION -  U 88
 LG0087  PID         -  LG0087
 LG0087  STATE/COUNTY-  NE/OTOE
 LG0087  COUNTRY     -  US
 LG0087  USGS QUAD   -  DUNBAR (2017)
 LG0087
 LG0087                         *CURRENT SURVEY CONTROL
 LG0087  ______________________________________________________________________
 LG0087* NAD 83(1986) POSITION- 40 40 59.     (N) 096 02 37.     (W)   SCALED
 LG0087* NAVD 88 ORTHO HEIGHT -   324.496 (meters)     1064.62  (feet) ADJUSTED
 LG0087  ______________________________________________________________________
 LG0087  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 LG0087  DYNAMIC HEIGHT  -        324.328 (meters)     1064.07  (feet) COMP
 LG0087  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 LG0087
 LG0087  VERT ORDER      -  SECOND    CLASS 0
 LG0087
 LG0087.The horizontal coordinates were scaled from a map and have
 LG0087.an estimated accuracy of +/- 6 seconds.
 LG0087
 LG0087.The orthometric height was determined by differential leveling and
 LG0087.adjusted by the NATIONAL GEODETIC SURVEY
 LG0087.in June 1991.
 LG0087
 LG0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0087.GEOID18 height accuracy estimate available here.
 LG0087
 LG0087.Click photographs - Photos may exist for this station.
 LG0087
 LG0087.The dynamic height is computed by dividing the NAVD 88
 LG0087.geopotential number by the normal gravity value computed on the
 LG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0087.degrees latitude (g = 980.6199 gals.).
 LG0087
 LG0087.The modeled gravity was interpolated from observed gravity values.
 LG0087
 LG0087;                    North         East    Units  Estimated Accuracy
 LG0087;SPC NE       -   101,990.      834,260.      MT  (+/- 180 meters Scaled)
 LG0087
 LG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL498077(NAD 83)
 LG0087
 LG0087                          SUPERSEDED SURVEY CONTROL
 LG0087
 LG0087  NGVD 29 (??/??/92)  324.375  (m)         1064.22   (f) ADJ UNCH    2 0
 LG0087
 LG0087.Superseded values are not recommended for survey control.
 LG0087
 LG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0087.See file dsdata.pdf to determine how the superseded data were derived.
 LG0087
 LG0087_MARKER: DB = BENCH MARK DISK
 LG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0087_STAMPING: U 88 1935
 LG0087_MARK LOGO: CGS
 LG0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0087+STABILITY: SURFACE MOTION
 LG0087
 LG0087  HISTORY     - Date     Condition        Report By
 LG0087  HISTORY     - 1935     MONUMENTED       CGS
 LG0087  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0087
 LG0087                          STATION DESCRIPTION
 LG0087
 LG0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0087'2 MI NW FROM DUNBAR.
 LG0087'2.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 LG0087'THE STATION AT DUNBAR, OTOE COUNTY, 400 FEET SOUTH OF A FARMHOUSE,
 LG0087'NEAR A ROAD CROSSING, 145 FEET EAST OF POLE 439+05, 31.4 FEET
 LG0087'NORTHEAST OF THE NORTHEAST RAIL, AND 18.7 FEET SOUTHWEST OF A
 LG0087'FENCE.  A STANDARD DISK, STAMPED U 88 1935 AND SET IN THE TOP
 LG0087'OF A CONCRETE POST.
 LG0087
 LG0087                          STATION RECOVERY (1964)
 LG0087
 LG0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0093 ***********************************************************************
 MN0093  DESIGNATION -  U 9
 MN0093  PID         -  MN0093
 MN0093  STATE/COUNTY-  NE/CHEYENNE
 MN0093  COUNTRY     -  US
 MN0093  USGS QUAD   -  DALTON (2017)
 MN0093
 MN0093                         *CURRENT SURVEY CONTROL
 MN0093  ______________________________________________________________________
 MN0093* NAD 83(1986) POSITION- 41 25 07.     (N) 102 59 01.     (W)   SCALED
 MN0093* NAVD 88 ORTHO HEIGHT -  1301.838 (meters)     4271.11  (feet) ADJUSTED
 MN0093  ______________________________________________________________________
 MN0093  GEOID HEIGHT    -        -19.732 (meters)                     GEOID18
 MN0093  DYNAMIC HEIGHT  -       1300.939 (meters)     4268.16  (feet) COMP
 MN0093  MODELED GRAVITY -    979,887.4   (mgal)                       NAVD 88
 MN0093
 MN0093  VERT ORDER      -  FIRST     CLASS II
 MN0093
 MN0093.The horizontal coordinates were scaled from a map and have
 MN0093.an estimated accuracy of +/- 6 seconds.
 MN0093
 MN0093.The orthometric height was determined by differential leveling and
 MN0093.adjusted by the NATIONAL GEODETIC SURVEY
 MN0093.in June 1991.
 MN0093
 MN0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0093.GEOID18 height accuracy estimate available here.
 MN0093
 MN0093.Click photographs - Photos may exist for this station.
 MN0093
 MN0093.The dynamic height is computed by dividing the NAVD 88
 MN0093.geopotential number by the normal gravity value computed on the
 MN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0093.degrees latitude (g = 980.6199 gals.).
 MN0093
 MN0093.The modeled gravity was interpolated from observed gravity values.
 MN0093
 MN0093;                    North         East    Units  Estimated Accuracy
 MN0093;SPC NE       -   180,310.      250,700.      MT  (+/- 180 meters Scaled)
 MN0093
 MN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF685871(NAD 83)
 MN0093
 MN0093                          SUPERSEDED SURVEY CONTROL
 MN0093
 MN0093  NGVD 29 (??/??/92) 1301.180  (m)         4268.95   (f) ADJ UNCH    1 2
 MN0093
 MN0093.Superseded values are not recommended for survey control.
 MN0093
 MN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0093.See file dsdata.pdf to determine how the superseded data were derived.
 MN0093
 MN0093_MARKER: DB = BENCH MARK DISK
 MN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0093_STAMPING: U 9 1933 4268.955
 MN0093_MARK LOGO: CGS
 MN0093_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0093+STABILITY: SURFACE MOTION
 MN0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0093+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0093
 MN0093  HISTORY     - Date     Condition        Report By
 MN0093  HISTORY     - 1933     MONUMENTED       CGS
 MN0093  HISTORY     - 1934     GOOD             CGS
 MN0093  HISTORY     - 1985     GOOD             NGS
 MN0093  HISTORY     - 20070417 GOOD             NEDR
 MN0093
 MN0093                          STATION DESCRIPTION
 MN0093
 MN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0093'0.8 MI N FROM DALTON.
 MN0093'0.8 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0093'FROM THE STATION AT DALTON, CHEYENNE COUNTY, 22 POLES SOUTH OF
 MN0093'MILEPOST 55, AT A ROAD CROSSING, 100 FEET WEST OF THE CENTERLINE
 MN0093'OF STATE HIGHWAY 19, 48 FEET NORTH OF THE CENTER OF THE CROSSING,
 MN0093'33 FEET EAST OF THE EAST RAIL, 20 FEET SOUTHEAST OF A
 MN0093'POWER-TRANSMISSION LINE POLE, AT A FENCE CORNER, AND 3 FEET
 MN0093'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MN0093'4268.955 U 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0093
 MN0093                          STATION RECOVERY (1985)
 MN0093
 MN0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 MN0093'MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT DALTON, AT A ROAD
 MN0093'CROSSING OF THE BURLINGTON NORTHERN RAILROAD, 30.5 METERS (100 FT)
 MN0093'WEST OF THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT) NORTH OF THE
 MN0093'CENTER OF A DIRT ROAD, 10.1 METERS (33 FT) EAST OF THE EAST RAIL AND
 MN0093'6.1 METERS (20 FT) SOUTH OF A POWER POLE.
 MN0093'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0093'THE MARK IS 0.3 M BELOW THE RAILROAD.
 MN0093
 MN0093                          STATION RECOVERY (2007)
 MN0093
 MN0093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0093'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1881 ***********************************************************************
 MK1881  DESIGNATION -  ULYSSES TANK
 MK1881  PID         -  MK1881
 MK1881  STATE/COUNTY-  NE/BUTLER
 MK1881  COUNTRY     -  US
 MK1881  USGS QUAD   -  ULYSSES (2017)
 MK1881
 MK1881                         *CURRENT SURVEY CONTROL
 MK1881  ______________________________________________________________________
 MK1881* NAD 83(1995) POSITION- 41 04 26.18123(N) 097 12 19.58786(W)   ADJUSTED
 MK1881  ______________________________________________________________________
 MK1881  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 MK1881  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MK1881  HORZ ORDER      -  THIRD
 MK1881
 MK1881.The horizontal coordinates were established by classical geodetic methods
 MK1881.and adjusted by the National Geodetic Survey in August 1997.
 MK1881
 MK1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1881.GEOID18 height accuracy estimate available here.
 MK1881
 MK1881.Click photographs - Photos may exist for this station.
 MK1881
 MK1881.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1881
 MK1881. The following values were computed from the NAD 83(1995) position.
 MK1881
 MK1881;                    North         East     Units Scale Factor Converg.
 MK1881;SPC NE       -   141,533.761   734,743.357   MT  0.99968683   +1 51 07.0
 MK1881;SPC NE       -   464,348.68  2,410,570.50   sFT  0.99968683   +1 51 07.0
 MK1881;UTM  14      - 4,548,516.578   650,759.785   MT  0.99987974   +1 10 45.5
 MK1881
 MK1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5075948516(NAD 83)
 MK1881
 MK1881                          SUPERSEDED SURVEY CONTROL
 MK1881
 MK1881  NAD 83(1986)-  41 04 26.19032(N)    097 12 19.58766(W) AD(       ) 3
 MK1881  NAD 27      -  41 04 26.13900(N)    097 12 18.43700(W) AD(       ) 3
 MK1881
 MK1881.Superseded values are not recommended for survey control.
 MK1881
 MK1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1881.See file dsdata.pdf to determine how the superseded data were derived.
 MK1881
 MK1881_MARKER: 53 = ELEVATED TANK
 MK1881
 MK1881  HISTORY     - Date     Condition        Report By
 MK1881  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1881  HISTORY     - 20030821 GOOD             USPSQD
 MK1881
 MK1881                          STATION DESCRIPTION
 MK1881
 MK1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1881'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK WHICH IS
 MK1881'APPROXIMATELY 100 FEET HIGH AND IS LOCATED IN THE CENTRAL PART
 MK1881'OF TOWN OF ULYSSES.
 MK1881'
 MK1881'OBSERVED UPON FROM STATIONS HROMAS, STODDARD, RUTH, AND SABATA.
 MK1881
 MK1881                          STATION RECOVERY (2003)
 MK1881
 MK1881'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1881'STATION FOUND GOOD. TANK IS NORTH OF 'E' ST., SOUTH OF 'F' ST., AND
 MK1881'WEST OF 6TH ST. IN THE NORTHWEST CORNER OF THE INTERSECTION OF 6TH AND
 MK1881''E' STREETS IN THE TOWN OF ULYSSES. TANK HAS 4 LEGS, IS PAINTED
 MK1881'SILVER, HAS A CONICAL TOP WITH BLACK LETTERS 'ULYSEES' ON THE EAST
 MK1881'SIDE OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1146 ***********************************************************************
 ML1146  DESIGNATION -  UNICK
 ML1146  PID         -  ML1146
 ML1146  STATE/COUNTY-  NE/SHERMAN
 ML1146  COUNTRY     -  US
 ML1146  USGS QUAD   -  LITCHFIELD SW (2017)
 ML1146
 ML1146                         *CURRENT SURVEY CONTROL
 ML1146  ______________________________________________________________________
 ML1146* NAD 83(1995) POSITION- 41 04 43.85491(N) 099 10 54.67192(W)   ADJUSTED
 ML1146* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 ML1146  ______________________________________________________________________
 ML1146  GEOID HEIGHT    -        -23.820 (meters)                     GEOID18
 ML1146  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 ML1146  HORZ ORDER      -  SECOND
 ML1146
 ML1146.The horizontal coordinates were established by classical geodetic methods
 ML1146.and adjusted by the National Geodetic Survey in August 1997.
 ML1146
 ML1146.The orthometric height was scaled from a topographic map.
 ML1146
 ML1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1146.GEOID18 height accuracy estimate available here.
 ML1146
 ML1146.Click photographs - Photos may exist for this station.
 ML1146
 ML1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1146
 ML1146. The following values were computed from the NAD 83(1995) position.
 ML1146
 ML1146;                    North         East     Units Scale Factor Converg.
 ML1146;SPC NE       -   138,609.914   568,730.226   MT  0.99968619   +0 32 31.9
 ML1146;SPC NE       -   454,756.03  1,865,909.08   sFT  0.99968619   +0 32 31.9
 ML1146;UTM  14      - 4,547,525.993   484,724.095   MT  0.99960287   -0 07 10.2
 ML1146
 ML1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1146!SPC NE       -   0.99989061  x   0.99968619  =   0.99957684
 ML1146!UTM  14      -   0.99989061  x   0.99960287  =   0.99949353
 ML1146
 ML1146:                Primary Azimuth Mark                     Grid Az
 ML1146:SPC NE       -  UNICK AZ MK                              014 49 20.2
 ML1146:UTM  14      -  UNICK AZ MK                              015 29 02.3
 ML1146
 ML1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8472447525(NAD 83)
 ML1146
 ML1146|---------------------------------------------------------------------|
 ML1146| PID    Reference Object                     Distance      Geod. Az  |
 ML1146|                                                           dddmmss.s |
 ML1146| ML1148 LITCHFIELD MUNICIPAL STANDPIPE      APPROX. 9.3 KM 0133601.7 |
 ML1146| CO2640 UNICK AZ MK                                        0152152.1 |
 ML1146| CO2642 UNICK RM 2                           21.488 METERS 05605     |
 ML1146| CO2641 UNICK RM 1                           19.290 METERS 14204     |
 ML1146|---------------------------------------------------------------------|
 ML1146
 ML1146                          SUPERSEDED SURVEY CONTROL
 ML1146
 ML1146  NAD 83(1986)-  41 04 43.86221(N)    099 10 54.67508(W) AD(       ) 2
 ML1146  NAD 27      -  41 04 43.82900(N)    099 10 53.34200(W) AD(       ) 2
 ML1146
 ML1146.Superseded values are not recommended for survey control.
 ML1146
 ML1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1146.See file dsdata.pdf to determine how the superseded data were derived.
 ML1146
 ML1146_MARKER: DB = BENCH MARK DISK
 ML1146_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1146_STAMPING: UNICK 1949
 ML1146_MARK LOGO: USGS
 ML1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1146
 ML1146  HISTORY     - Date     Condition        Report By
 ML1146  HISTORY     - 1949     MONUMENTED       USGS
 ML1146
 ML1146                          STATION DESCRIPTION
 ML1146
 ML1146'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 ML1146'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHWEST OF
 ML1146'LITCHFIELD, ON A HIGH PROMINENT HILL IN A PASTURE.  IT IS
 ML1146'131.0 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 ML1146'U.S.G.S. BENCH MARK DISK SET IN A 6 INCH SQUARE CONCRETE POST
 ML1146'PROJECTING 8 INCHES AND STAMPED UNICK 1949.
 ML1146'
 ML1146'REFERENCE MARK NO. 1 IS SET ON THE SLOPE OF THE HILL ABOUT
 ML1146'2.0 FEET BELOW THE LEVEL OF THE STATION.  IT IS A STANDARD
 ML1146'U.S.G.S. REFERENCE MARK DISK SET IN A 6 INCH SQUARE CONCRETE
 ML1146'POST PROJECTING 6 INCHES AND STAMPED UNICK NO 1.
 ML1146'
 ML1146'REFERENCE MARK NO. 2 IS 76.0 FEET SOUTH OF AN EAST-WEST FENCE
 ML1146'LINE AND SET ON THE SLOPE OF THE HILL ABOUT 2.0 FEET BELOW
 ML1146'THE LEVEL OF THE STATION.  IT IS A STANDARD U.S.G.S. REFERENCE
 ML1146'MARK DISK SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 6
 ML1146'INCHES AND STAMPED UNICK NO 2.
 ML1146'
 ML1146'THE DISTANCE BETWEEN REFERENCE MARKS IS 91.3 FEET.
 ML1146'
 ML1146'THE AZIMUTH MARK IS 87.0 FEET SOUTH OF THE SOUTHWEST CORNER
 ML1146'OF A SCHOOLHOUSE, 23.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 ML1146'ROAD, 2.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT NORTH
 ML1146'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 ML1146'UNICK 1951.
 ML1146'
 ML1146'TO REACH THE STATION FROM THE CROSSROAD JUST SOUTHWEST OF THE
 ML1146'DEPOT IN LITCHFIELD, GO SOUTH ON A GRAVELED ROAD FOR 4.6 MILES
 ML1146'TO A CROSSROAD.  TURN RIGHT, WEST, ON A DIRT ROAD FOR 0.95
 ML1146'MILE TO A SCHOOLHOUSE ON THE RIGHT AND THE AZIMUTH MARK ON
 ML1146'THE LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.55 MILE TO A
 ML1146'CROSSROAD, TURN LEFT, SOUTH, ON A DIRT ROAD FOR 0.65 MILE TO
 ML1146'A LANE LEADING EAST INTO A FARM YARD.  TURN LEFT AND GO
 ML1146'SOUTHEAST THROUGH THE FARM YARD FOR 0.1 MILE TO A WIRE GATE JUST
 ML1146'SOUTHEAST OF A BARN, GO THROUGH GATE AND TURN LEFT, EAST,
 ML1146'BETWEEN TWO FENCES FOR 0.1 MILE TO A LARGE DRAW.  CROSS
 ML1146'THROUGH DRAW AND GO SOUTHEAST TO THE TOP OF THE HILL FOR
 ML1146'0.3 MILE TO THE STATION AS DESCRIBED.
 ML1146'
 ML1146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1427 ***********************************************************************
 LF1427  DESIGNATION -  UNION MUNICIPAL TANK
 LF1427  PID         -  LF1427
 LF1427  STATE/COUNTY-  NE/CASS
 LF1427  COUNTRY     -  US
 LF1427  USGS QUAD   -  NEHAWKA (2017)
 LF1427
 LF1427                         *CURRENT SURVEY CONTROL
 LF1427  ______________________________________________________________________
 LF1427* NAD 83(1995) POSITION- 40 48 40.21760(N) 095 55 18.54471(W)   ADJUSTED
 LF1427  ______________________________________________________________________
 LF1427  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 LF1427  LAPLACE CORR    -        -11.88  (seconds)                    DEFLEC18
 LF1427  HORZ ORDER      -  THIRD
 LF1427
 LF1427.The horizontal coordinates were established by classical geodetic methods
 LF1427.and adjusted by the National Geodetic Survey in August 1997.
 LF1427
 LF1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1427.GEOID18 height accuracy estimate available here.
 LF1427
 LF1427.Click photographs - Photos may exist for this station.
 LF1427
 LF1427.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1427
 LF1427. The following values were computed from the NAD 83(1995) position.
 LF1427
 LF1427;                    North         East     Units Scale Factor Converg.
 LF1427;SPC NE       -   116,678.821   843,876.038   MT  0.99973154   +2 42 09.4
 LF1427;SPC NE       -   382,803.77  2,768,616.63   sFT  0.99973154   +2 42 09.4
 LF1427;UTM  15      - 4,521,904.458   253,554.920   MT  1.00034761   -1 54 38.0
 LF1427;UTM  14      - 4,522,356.265   759,635.658   MT  1.00042980   +2 00 46.5
 LF1427
 LF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5355421904(NAD 83)
 LF1427
 LF1427                          SUPERSEDED SURVEY CONTROL
 LF1427
 LF1427  NAD 83(1986)-  40 48 40.22545(N)    095 55 18.53947(W) AD(       ) 3
 LF1427  NAD 27      -  40 48 40.22353(N)    095 55 17.51733(W) AD(       ) 3
 LF1427
 LF1427.Superseded values are not recommended for survey control.
 LF1427
 LF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1427.See file dsdata.pdf to determine how the superseded data were derived.
 LF1427
 LF1427_MARKER: 53 = ELEVATED TANK
 LF1427
 LF1427  HISTORY     - Date     Condition        Report By
 LF1427  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1427  HISTORY     - 1961     GOOD             CGS
 LF1427  HISTORY     - 1980     GOOD             NGS
 LF1427
 LF1427                          STATION DESCRIPTION
 LF1427
 LF1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LF1427'A SILVER-PAINTED, STEEL, WATER TANK WITH A CONICAL ROOF STANDING
 LF1427'ON FOUR LEGS OF STRUCTURAL STEEL LOCATED ON HIGH GROUND IN
 LF1427'THE WEST CENTRAL SECTION OF THE TOWN OF UNION.
 LF1427'
 LF1427'THE FINIAL BALL AT THE APEX OF THE ROOF WAS THE OBJECT OBSERVED ON.
 LF1427'NOTE.  NOT DESCRIBED IN 1934.
 LF1427
 LF1427                          STATION RECOVERY (1980)
 LF1427
 LF1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1427'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LF1427'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0626 ***********************************************************************
 MN0626  DESIGNATION -  UNION PAC MICROWAVE TOWER 3040
 MN0626  PID         -  MN0626
 MN0626  STATE/COUNTY-  NE/KIMBALL
 MN0626  COUNTRY     -  US
 MN0626  USGS QUAD   -  NORTH OF OLIVER RESERVOIR (2017)
 MN0626
 MN0626                         *CURRENT SURVEY CONTROL
 MN0626  ______________________________________________________________________
 MN0626* NAD 83(1995) POSITION- 41 16 40.27297(N) 103 46 36.86694(W)   ADJUSTED
 MN0626  ______________________________________________________________________
 MN0626  GEOID HEIGHT    -        -18.534 (meters)                     GEOID18
 MN0626  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 MN0626  HORZ ORDER      -  THIRD
 MN0626
 MN0626.The horizontal coordinates were established by classical geodetic methods
 MN0626.and adjusted by the National Geodetic Survey in August 1997.
 MN0626
 MN0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0626.GEOID18 height accuracy estimate available here.
 MN0626
 MN0626.Click photographs - Photos may exist for this station.
 MN0626
 MN0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0626
 MN0626. The following values were computed from the NAD 83(1995) position.
 MN0626
 MN0626;                    North         East     Units Scale Factor Converg.
 MN0626;SPC NE       -   167,286.731   183,773.542   MT  0.99966647   -2 30 10.6
 MN0626;SPC NE       -   548,839.88    602,930.36   sFT  0.99966647   -2 30 10.6
 MN0626;UTM  13      - 4,570,323.518   602,431.792   MT  0.99972913   +0 48 25.0
 MN0626
 MN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0243170323(NAD 83)
 MN0626
 MN0626                          SUPERSEDED SURVEY CONTROL
 MN0626
 MN0626  NAD 83(1993)-  41 16 40.27239(N)    103 46 36.86651(W) AD(       ) 3
 MN0626  NAD 83(1986)-  41 16 40.26503(N)    103 46 36.86496(W) AD(       ) 3
 MN0626  NAD 27      -  41 16 40.34400(N)    103 46 35.07100(W) AD(       ) 3
 MN0626
 MN0626.Superseded values are not recommended for survey control.
 MN0626
 MN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0626.See file dsdata.pdf to determine how the superseded data were derived.
 MN0626
 MN0626_MARKER: 45 = MICROWAVE TOWER
 MN0626
 MN0626  HISTORY     - Date     Condition        Report By
 MN0626  HISTORY     - 1960     FIRST OBSERVED   CGS
 MN0626  HISTORY     - 1963     GOOD             CGS
 MN0626
 MN0626                          STATION DESCRIPTION
 MN0626
 MN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0626'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS LOCATED
 MN0626'6 MILES WEST AND 3 MILES NORTH OF KIMBALL.
 MN0626'
 MN0626'THE TOWER IS A SLENDER, FOUR LEGGED, GUYED STEEL STRUCTURE,
 MN0626'UNPAINTED AND HAS TWO SHIELD TYPE REFLECTORS ON THE EAST AND
 MN0626'WEST SIDES AND NEAR THE TOP.  IT IS 120 FEET IN HEIGHT.
 MN0626'
 MN0626'THE TOP CENTER WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0696 ***********************************************************************
 MK0696  DESIGNATION -  UNIV OF NE 2
 MK0696  PID         -  MK0696
 MK0696  STATE/COUNTY-  NE/SAUNDERS
 MK0696  COUNTRY     -  US
 MK0696  USGS QUAD   -  ASHLAND EAST (2017)
 MK0696
 MK0696                         *CURRENT SURVEY CONTROL
 MK0696  ______________________________________________________________________
 MK0696* NAD 83(1986) POSITION- 41 04 01.89   (N) 096 19 54.48   (W)   HD_HELD1
 MK0696* NAVD 88 ORTHO HEIGHT -   324.722 (meters)     1065.36  (feet) ADJUSTED
 MK0696  ______________________________________________________________________
 MK0696  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 MK0696  DYNAMIC HEIGHT  -        324.588 (meters)     1064.92  (feet) COMP
 MK0696  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 MK0696
 MK0696  VERT ORDER      -  SECOND    CLASS 0
 MK0696
 MK0696.The horizontal coordinates were determined by differentially corrected
 MK0696.hand held GPS observations or other comparable positioning techniques
 MK0696.and have an estimated accuracy of +/- 3 meters.
 MK0696
 MK0696.The orthometric height was determined by differential leveling and
 MK0696.adjusted by the NATIONAL GEODETIC SURVEY
 MK0696.in June 1991.
 MK0696
 MK0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0696.GEOID18 height accuracy estimate available here.
 MK0696
 MK0696.Click photographs - Photos may exist for this station.
 MK0696
 MK0696.The dynamic height is computed by dividing the NAVD 88
 MK0696.geopotential number by the normal gravity value computed on the
 MK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0696.degrees latitude (g = 980.6199 gals.).
 MK0696
 MK0696.The modeled gravity was interpolated from observed gravity values.
 MK0696
 MK0696;                    North         East    Units  Estimated Accuracy
 MK0696;SPC NE       -   143,527.9     808,122.3     MT  (+/- 3 meters HH1 GPS) 
 MK0696
 MK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2418249646(NAD 83)
 MK0696
 MK0696                          SUPERSEDED SURVEY CONTROL
 MK0696
 MK0696  NGVD 29 (??/??/92)  324.618  (m)         1065.02   (f) ADJ UNCH    2 0
 MK0696
 MK0696.Superseded values are not recommended for survey control.
 MK0696
 MK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0696.See file dsdata.pdf to determine how the superseded data were derived.
 MK0696
 MK0696_MARKER: DB = BENCH MARK DISK
 MK0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0696_SP_SET: BUILDING WALL
 MK0696_STAMPING: UNIV OF NEBR NO 2
 MK0696_MARK LOGO: CGS
 MK0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0696
 MK0696  HISTORY     - Date     Condition        Report By
 MK0696  HISTORY     - 1935     MONUMENTED       CGS
 MK0696
 MK0696                          STATION DESCRIPTION
 MK0696
 MK0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0696'3 MI NE FROM ASHLAND.
 MK0696'3 MILES NORTHEAST OF ASHLAND, SAUNDERS COUNTY.  THIS BENCH MARK
 MK0696'MAY BE REACHED FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0696'STATION BY GOING 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 6, THENCE
 MK0696'0.5 MILE NORTH ALONG A COUNTY ROAD.  IT IS ON THE WEST BANK OF
 MK0696'PLATTE RIVER, 0.5 MILE NORTH OF THE U.S. HIGHWAY 6 BRIDGE OVER
 MK0696'THE RIVER, AT NATIONAL GUARD CAMP, AT THE RECREATION BUILDING,
 MK0696'IN THE SOUTH WALL, 3 FEET EAST OF THE SOUTHWEST CORNER OF THE
 MK0696'BUILDING, AND NEAR THE CORNER-STONE.  A STANDARD DISK, STAMPED
 MK0696'UNIV OF NEBR NO 2 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0380 ***********************************************************************
 LG0380  DESIGNATION -  UNIV OF NEBR 1
 LG0380  PID         -  LG0380
 LG0380  STATE/COUNTY-  NE/LANCASTER
 LG0380  COUNTRY     -  US
 LG0380  USGS QUAD   -  LINCOLN (2017)
 LG0380
 LG0380                         *CURRENT SURVEY CONTROL
 LG0380  ______________________________________________________________________
 LG0380* NAD 83(1986) POSITION- 40 49 06.     (N) 096 42 14.     (W)   SCALED
 LG0380* NAVD 88 ORTHO HEIGHT -   358.458 (meters)     1176.04  (feet) ADJUSTED
 LG0380  ______________________________________________________________________
 LG0380  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 LG0380  DYNAMIC HEIGHT  -        358.300 (meters)     1175.52  (feet) COMP
 LG0380  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 LG0380
 LG0380  VERT ORDER      -  SECOND    CLASS 0
 LG0380
 LG0380.The horizontal coordinates were scaled from a map and have
 LG0380.an estimated accuracy of +/- 6 seconds.
 LG0380
 LG0380.The orthometric height was determined by differential leveling and
 LG0380.adjusted by the NATIONAL GEODETIC SURVEY
 LG0380.in June 1991.
 LG0380
 LG0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0380.GEOID18 height accuracy estimate available here.
 LG0380
 LG0380.Click photographs - Photos may exist for this station.
 LG0380
 LG0380.The dynamic height is computed by dividing the NAVD 88
 LG0380.geopotential number by the normal gravity value computed on the
 LG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0380.degrees latitude (g = 980.6199 gals.).
 LG0380
 LG0380.The modeled gravity was interpolated from observed gravity values.
 LG0380
 LG0380;                    North         East    Units  Estimated Accuracy
 LG0380;SPC NE       -   114,660.      777,940.      MT  (+/- 180 meters Scaled)
 LG0380
 LG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL936211(NAD 83)
 LG0380
 LG0380                          SUPERSEDED SURVEY CONTROL
 LG0380
 LG0380  NGVD 29 (??/??/92)  358.360  (m)         1175.72   (f) ADJ UNCH    2 0
 LG0380
 LG0380.Superseded values are not recommended for survey control.
 LG0380
 LG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0380.See file dsdata.pdf to determine how the superseded data were derived.
 LG0380
 LG0380_MARKER: DB = BENCH MARK DISK
 LG0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0380_STAMPING: UNIV OF NEBR 1
 LG0380_MARK LOGO: CGS
 LG0380_PROJECTION: RECESSED 46 CENTIMETERS
 LG0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0380+STABILITY: SURFACE MOTION
 LG0380
 LG0380  HISTORY     - Date     Condition        Report By
 LG0380  HISTORY     - UNK      MONUMENTED       CGS
 LG0380  HISTORY     - 1939     GOOD             CGS
 LG0380  HISTORY     - 19920519 MARK NOT FOUND   NGS
 LG0380
 LG0380                          STATION DESCRIPTION
 LG0380
 LG0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0380'AT LINCOLN.
 LG0380'AT LINCOLN, LANCASTER COUNTY, ON TWELFTH STREET, BETWEEN S AND T
 LG0380'STREETS, ON THE CAMPUS OF THE UNIVERSITY OF NEBRASKA, 60 YARDS
 LG0380'NORTH OF THE NORTH WALL OF THE SOCIAL SCIENCE BUILDING, 29 YARDS
 LG0380'EAST OF THE CENTERLINE OF TWELFTH STREET, BENEATH A MANHOLE COVER,
 LG0380'AND ABOUT 18 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED UNIV
 LG0380'OF NEBR NO 1 AND SET IN THE TOP OF A CONCRETE POST.
 LG0380
 LG0380                          STATION RECOVERY (1992)
 LG0380
 LG0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0380'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1224 ***********************************************************************
 LH1224  DESIGNATION -  UPLAND
 LH1224  PID         -  LH1224
 LH1224  STATE/COUNTY-  NE/FRANKLIN
 LH1224  COUNTRY     -  US
 LH1224  USGS QUAD   -  UPLAND SE (2017)
 LH1224
 LH1224                         *CURRENT SURVEY CONTROL
 LH1224  ______________________________________________________________________
 LH1224* NAD 83(1995) POSITION- 40 17 31.84340(N) 098 51 33.13579(W)   ADJUSTED
 LH1224* NAVD 88 ORTHO HEIGHT -   649.    (meters)     2129.    (feet) SCALED
 LH1224  ______________________________________________________________________
 LH1224  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 LH1224  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 LH1224  HORZ ORDER      -  THIRD
 LH1224
 LH1224.The horizontal coordinates were established by classical geodetic methods
 LH1224.and adjusted by the National Geodetic Survey in August 1997.
 LH1224
 LH1224.The orthometric height was scaled from a topographic map.
 LH1224
 LH1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1224.GEOID18 height accuracy estimate available here.
 LH1224
 LH1224.Click photographs - Photos may exist for this station.
 LH1224
 LH1224.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1224
 LH1224. The following values were computed from the NAD 83(1995) position.
 LH1224
 LH1224;                    North         East     Units Scale Factor Converg.
 LH1224;SPC NE       -    51,586.862   596,986.076   MT  0.99988068   +0 45 21.6
 LH1224;SPC NE       -   169,247.90  1,958,611.82   sFT  0.99988068   +0 45 21.6
 LH1224;UTM  14      - 4,460,196.528   511,966.893   MT  0.99960176   +0 05 27.8
 LH1224
 LH1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1224!SPC NE       -   0.99990217  x   0.99988068  =   0.99978287
 LH1224!UTM  14      -   0.99990217  x   0.99960176  =   0.99950397
 LH1224
 LH1224:                Primary Azimuth Mark                     Grid Az
 LH1224:SPC NE       -  UPLAND AZ MK                             175 48 43.0
 LH1224:UTM  14      -  UPLAND AZ MK                             176 28 36.8
 LH1224
 LH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1196660196(NAD 83)
 LH1224
 LH1224|---------------------------------------------------------------------|
 LH1224| PID    Reference Object                     Distance      Geod. Az  |
 LH1224|                                                           dddmmss.s |
 LH1224| CO2644 UPLAND RM 1                          27.048 METERS 10857     |
 LH1224| CO2646 UPLAND RM 3                          34.336 METERS 10919     |
 LH1224| CO2643 UPLAND AZ MK                                       1763404.6 |
 LH1224| CO2645 UPLAND RM 2                          41.797 METERS 20726     |
 LH1224| LH1226 UPLAND ZION EVAN LUTH CH SPIRE      APPROX. 4.5 KM 3053042.0 |
 LH1224|---------------------------------------------------------------------|
 LH1224
 LH1224                          SUPERSEDED SURVEY CONTROL
 LH1224
 LH1224  NAD 83(1986)-  40 17 31.84918(N)    098 51 33.13570(W) AD(       ) 3
 LH1224  NAD 27      -  40 17 31.79800(N)    098 51 31.85500(W) AD(       ) 3
 LH1224
 LH1224.Superseded values are not recommended for survey control.
 LH1224
 LH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1224.See file dsdata.pdf to determine how the superseded data were derived.
 LH1224
 LH1224_MARKER: DS = TRIANGULATION STATION DISK
 LH1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1224_STAMPING: UPLAND 1951
 LH1224_MARK LOGO: CGS
 LH1224_PROJECTION: FLUSH
 LH1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1224+STABILITY: SURFACE MOTION
 LH1224
 LH1224  HISTORY     - Date     Condition        Report By
 LH1224  HISTORY     - 1951     MONUMENTED       CGS
 LH1224  HISTORY     - 1954     GOOD             CGS
 LH1224  HISTORY     - 1958     GOOD             CGS
 LH1224
 LH1224                          STATION DESCRIPTION
 LH1224
 LH1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1224'THE STATION IS LOCATED ABOUT 7 MILES WEST OF CAMPBELL AND
 LH1224'4 MILES SOUTHEAST OF UPLAND.  IT IS IN THE NORTHEAST CORNER OF
 LH1224'A SCHOOLYARD, 180 FEET NORTH-NORTHWEST OF THE CENTER OF A
 LH1224'CROSSROAD, 150 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LH1224'SCHOOLHOUSE, 58 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1224'GRAVELED ROAD AND 17 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LH1224'IS STAMPED UPLAND 1951 AND IS SET FLUSH.
 LH1224'
 LH1224'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE AND 27
 LH1224'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.  IT
 LH1224'IS STAMPED UPLAND NO 1 1951 AND PROJECTS 5 INCHES.
 LH1224'
 LH1224'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF THE SCHOOLYARD,
 LH1224'36 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 22.5 FEET
 LH1224'WEST OF AN ELM TREE.  IT IS STAMPED UPLAND NO 2 1951 AND IS SET
 LH1224'FLUSH.
 LH1224'
 LH1224'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1224'2 IS 174.1 FEET.
 LH1224'
 LH1224'THE AZIMUTH MARK IS LOCATED JUST SOUTHWEST OF A TELEPHONE POLE
 LH1224'AND 28 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.
 LH1224'IT IS STAMPED UPLAND 1951 AND PROJECTS 5 INCHES.
 LH1224'
 LH1224'TO REACH THE STATION FROM THE POST OFFICE IN UPLAND, GO SOUTH
 LH1224'ON A GRAVELED ROAD FOR 0.3 MILE TO A T ROAD INTERSECTION,
 LH1224'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A T
 LH1224'ROAD INTERSECTION.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 LH1224'1.55 MILES TO STATE HIGHWAY 4, TURN LEFT AND GO EAST ON STATE
 LH1224'HIGHWAY 4 FOR 1.9 MILES TO A CROSSROAD AND THE STATION AS
 LH1224'DESCRIBED.
 LH1224'
 LH1224'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST SOUTH OF THE
 LH1224'STATION, GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 LH1224'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1224'
 LH1224'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1224
 LH1224                          STATION RECOVERY (1954)
 LH1224
 LH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 LH1224'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1224'IN GOOD CONDITION.  THE SCHOOL IS BEING ABANDONED AND THE LAND
 LH1224'REVERTS TO MR. RAY H. BUNGER WHO OWNS THE ADJOINING FARM
 LH1224'PROPERTY.  AS HE WISHES TO CULTIVATE THE SCHOOL LAND, THE
 LH1224'STATION MARK WAS LOWERED IN PLACE 14 INCHES BELOW THE SURFACE
 LH1224'OF THE GROUND.  THERE WAS AN ERROR OF 1 FOOT IN THE MEASUREMENT
 LH1224'TO REFERENCE MARK NO. 1.  IT SHOULD HAVE READ 88.74 FEET.
 LH1224'THERE BEING SEVERAL REFERENCE CHANGES, A COMPLETE NEW
 LH1224'DESCRIPTION FOLLOWS.
 LH1224'
 LH1224'THE STATION IS LOCATED ABOUT 7 MILES WEST OF CAMPBELL AND 3
 LH1224'MILES SOUTHEAST OF UPLAND AND 1/2 MILE SOUTH OF MR. RAY H.
 LH1224'BUNGERS FARM BUILDINGS, 180 FEET NORTH-NORTHWEST OF THE CENTER OF
 LH1224'A CROSSROAD, 158 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4,
 LH1224'124 FEET NORTH-NORTHWEST OF POWER POLE, 122 FEET NORTH OF THE
 LH1224'FIRST ELM TREE WEST OF CORNER, 85 FEET WEST-SOUTHWEST OF A
 LH1224'TELEPHONE POLE, AND 58 FEET WEST OF THE CENTER OF GRAVEL
 LH1224'ROAD.  THE MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 LH1224'AND THE DISK IS STAMPED UPLAND 1951.
 LH1224'
 LH1224'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE AND 27
 LH1224'FEET EAST OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS
 LH1224'5 INCHES AND THE DISK IS STAMPED UPLAND NO 1 1951.
 LH1224'
 LH1224'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF STATE
 LH1224'HIGHWAY 4 AND 22.5 FEET WEST OF AN ELM TREE.  THE MARK IS FLUSH
 LH1224'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED UPLAND
 LH1224'NO 2 1951.
 LH1224'
 LH1224'AZIMUTH MARK IS LOCATED JUST SOUTHWEST OF A TELEPHONE POLE
 LH1224'AND 28 FEET EAST OF THE CENTER OF GRAVEL ROAD.  THE MARK
 LH1224'PROJECTS 5 INCHES AND THE DISK IS STAMPED UPLAND 1951.
 LH1224'
 LH1224'THE STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 LH1224'DESCRIBED.
 LH1224'
 LH1224'TO REACH THE STATION FROM THE POST OFFICE IN UPLAND, GO SOUTH ON
 LH1224'A GRAVEL ROAD FOR 0.3 MILE TO A T INTERSECTION.  TURN LEFT AND
 LH1224'GO EAST FOR 0.25 MILE TO ANOTHER T ROAD INTERSECTION.  TURN
 LH1224'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 1.55 MILES TO STATE
 LH1224'HIGHWAY 4.  TURN LEFT AND GO EAST ON STATE HIGHWAY 4 FOR 2.0
 LH1224'MILES TO A CROSSROAD AND THE STATION AS DESCRIBED.
 LH1224'
 LH1224'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD SOUTH OF THE
 LH1224'STATION, GO SOUTH ON A GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH
 LH1224'MARK ON THE LEFT.
 LH1224
 LH1224                          STATION RECOVERY (1958)
 LH1224
 LH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LH1224'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1224'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY R.M.
 LH1224'NO. 1, SO IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LH1224'
 LH1224'STATION IS LOCATED ABOUT 7 MILES WEST OF CAMPBELL AND 4 MILES
 LH1224'SOUTHEAST OF UPLAND IN THE SOUTHEAST CORNER OF SEC. 23, T 4 N,
 LH1224'R 14 W ON CULTIVATED LAND, (SCHOOLHOUSE HAS BEEN REMOVED.)
 LH1224'170 FEET NORTH-NORTHWEST OF THE CENTER OF A CROSSROAD, 158
 LH1224'FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 (GRAVEL), 125
 LH1224'FEET NORTH-NORTHWEST OF POWER POLE, 122 FEET NORTH OF AN ELM
 LH1224'TREE, 121 FEET NORTH-NORTHWEST OF A STEEL PIPE WITH A GAS
 LH1224'PIPELINE SIGN, AND 58 FEET WEST OF THE CENTER OF A GRADED
 LH1224'ROAD.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 LH1224'CULTIVATED FIELD AND THE DISK IS STAMPED UPLAND 1951.
 LH1224'
 LH1224'REFERENCE MARK NO. 2 IS 137.13 FEET SOUTH-SOUTHWEST OF THE
 LH1224'STATION, 127 FEET WEST-NORTHWEST OF CROSSROADS, 92 FEET WEST OF
 LH1224'GAS PIPELINE SIGN, 91 FEET WEST OF A POWER POLE, 36 FEET NORTH
 LH1224'OF THE CENTER OF STATE HIGHWAY 4, AND 22 FEET WEST OF AN ELM
 LH1224'TREE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LH1224'DISK IS STAMPED UPLAND NO 2 1951.
 LH1224'
 LH1224'REFERENCE MARK NO. 3 IS 112.65 FEET EAST-SOUTHEAST OF THE
 LH1224'STATION BETWEEN THE NORTH ROW AND THE SECOND NORTH ROW OF
 LH1224'TREES IN AN EAST-WEST SHELTER BELT, 125 FEET NORTH OF THE
 LH1224'CENTER OF STATE HIGHWAY 4, AND 49 FEET EAST OF THE CENTER OF
 LH1224'GRADED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LH1224'STAMPED UPLAND NO 3 1951.
 LH1224'
 LH1224'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 28 FEET EAST
 LH1224'OF THE CENTER OF A GRAVEL ROAD, AND 6 FEET NORTHWEST OF THE
 LH1224'END POST IN AN EAST-WEST FENCE.  THE MARK PROJECTS 6 INCHES
 LH1224'AND THE DISK IS STAMPED UPLAND 1951.
 LH1224'
 LH1224'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF UPLAND,
 LH1224'GO SOUTH ON A GRAVEL ROAD FOR 0.3 MILE TO A T-INTERSECTION.  TURN
 LH1224'LEFT AND GO EAST ON GRAVEL ROAD FOR 0.25 MILE TO A T-INTERSECTION.
 LH1224'TURN RIGHT AND GO SOUTH ON GRAVEL FOR 1.5 MILES TO STATE HIGHWAY
 LH1224'4.  TURN LEFT AND GO EAST ON STATE HIGHWAY 4 (GRAVEL) FOR
 LH1224'2.0 MILES TO CROSSROADS AND THE STATION ON THE LEFT AS
 LH1224'DESCRIBED.
 LH1224'
 LH1224'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25
 LH1224'MILE TO THE AZIMUTH MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1227 ***********************************************************************
 LH1227  DESIGNATION -  UPLAND ELEVATOR
 LH1227  PID         -  LH1227
 LH1227  STATE/COUNTY-  NE/FRANKLIN
 LH1227  COUNTRY     -  US
 LH1227  USGS QUAD   -  UPLAND (2017)
 LH1227
 LH1227                         *CURRENT SURVEY CONTROL
 LH1227  ______________________________________________________________________
 LH1227* NAD 83(1995) POSITION- 40 19 08.51606(N) 098 54 01.28767(W)   ADJUSTED
 LH1227  ______________________________________________________________________
 LH1227  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 LH1227  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 LH1227  HORZ ORDER      -  THIRD
 LH1227
 LH1227.The horizontal coordinates were established by classical geodetic methods
 LH1227.and adjusted by the National Geodetic Survey in August 1997.
 LH1227
 LH1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1227.GEOID18 height accuracy estimate available here.
 LH1227
 LH1227.Click photographs - Photos may exist for this station.
 LH1227
 LH1227.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1227
 LH1227. The following values were computed from the NAD 83(1995) position.
 LH1227
 LH1227;                    North         East     Units Scale Factor Converg.
 LH1227;SPC NE       -    54,522.747   593,449.653   MT  0.99987099   +0 43 43.4
 LH1227;SPC NE       -   178,880.05  1,947,009.40   sFT  0.99987099   +0 43 43.4
 LH1227;UTM  14      - 4,463,172.418   508,465.724   MT  0.99960088   +0 03 52.1
 LH1227
 LH1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0846563172(NAD 83)
 LH1227
 LH1227                          SUPERSEDED SURVEY CONTROL
 LH1227
 LH1227  NAD 83(1986)-  40 19 08.52184(N)    098 54 01.28767(W) AD(       ) 3
 LH1227  NAD 27      -  40 19 08.46900(N)    098 54 00.00500(W) AD(       ) 3
 LH1227  USSD        -  40 19 08.51000(N)    098 54 00.00000(W) AD(       ) 3
 LH1227
 LH1227.Superseded values are not recommended for survey control.
 LH1227
 LH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1227.See file dsdata.pdf to determine how the superseded data were derived.
 LH1227
 LH1227_MARKER: 65 = GRAIN ELEVATOR
 LH1227
 LH1227  HISTORY     - Date     Condition        Report By
 LH1227  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1227  HISTORY     - 1935     POOR             CGS
 LH1227
 LH1227                          STATION DESCRIPTION
 LH1227
 LH1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1227'ONE OF THE TWO PRESENT ELEVATORS AT UPLAND WAS STANDING IN 1898.
 LH1227'HOWEVER, OF THE TWO WHICH WERE STANDING IN 1898, THE TALLER ONE
 LH1227'AND, THEREFORE, PROBABLY THE ONE SIGHTED UPON, HAS SINCE BEEN
 LH1227'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1226 ***********************************************************************
 LH1226  DESIGNATION -  UPLAND ZION EVAN LUTH CH SPIRE
 LH1226  PID         -  LH1226
 LH1226  STATE/COUNTY-  NE/FRANKLIN
 LH1226  COUNTRY     -  US
 LH1226  USGS QUAD   -  UPLAND (2017)
 LH1226
 LH1226                         *CURRENT SURVEY CONTROL
 LH1226  ______________________________________________________________________
 LH1226* NAD 83(1995) POSITION- 40 18 56.70817(N) 098 54 08.54864(W)   ADJUSTED
 LH1226  ______________________________________________________________________
 LH1226  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 LH1226  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 LH1226  HORZ ORDER      -  THIRD
 LH1226
 LH1226.The horizontal coordinates were established by classical geodetic methods
 LH1226.and adjusted by the National Geodetic Survey in August 1997.
 LH1226
 LH1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1226.GEOID18 height accuracy estimate available here.
 LH1226
 LH1226.Click photographs - Photos may exist for this station.
 LH1226
 LH1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1226
 LH1226. The following values were computed from the NAD 83(1995) position.
 LH1226
 LH1226;                    North         East     Units Scale Factor Converg.
 LH1226;SPC NE       -    54,156.435   593,282.882   MT  0.99987216   +0 43 38.6
 LH1226;SPC NE       -   177,678.24  1,946,462.26   sFT  0.99987216   +0 43 38.6
 LH1226;UTM  14      - 4,462,808.162   508,294.764   MT  0.99960085   +0 03 47.4
 LH1226
 LH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0829462808(NAD 83)
 LH1226
 LH1226                          SUPERSEDED SURVEY CONTROL
 LH1226
 LH1226  NAD 83(1986)-  40 18 56.71364(N)    098 54 08.54861(W) AD(       ) 3
 LH1226  NAD 27      -  40 18 56.66700(N)    098 54 07.26700(W) AD(       ) 3
 LH1226
 LH1226.Superseded values are not recommended for survey control.
 LH1226
 LH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1226.See file dsdata.pdf to determine how the superseded data were derived.
 LH1226
 LH1226_MARKER: 90 = CHURCH SPIRE
 LH1226
 LH1226  HISTORY     - Date     Condition        Report By
 LH1226  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1226
 LH1226                          STATION DESCRIPTION
 LH1226
 LH1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1226'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF UPLAND, 50 FEET
 LH1226'SOUTH OF THE CENTER OF AN EAST-WEST STREET AND 50 FEET EAST OF THE
 LH1226'CENTER OF A NORTH-SOUTH STREET.  THE OVERALL HEIGHT TO THE TOP OF
 LH1226'THE SPIRE ROOF OVER THE BELFRY IS ABOUT 75 FEET.
 LH1226'
 LH1226'THE SPIRE ROOF OVER THE BELFRY WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0164 ***********************************************************************
 MK0164  DESIGNATION -  USBM
 MK0164  PID         -  MK0164
 MK0164  STATE/COUNTY-  NE/BURT
 MK0164  COUNTRY     -  US
 MK0164  USGS QUAD   -  TEKAMAH NW (2017)
 MK0164
 MK0164                         *CURRENT SURVEY CONTROL
 MK0164  ______________________________________________________________________
 MK0164* NAD 83(1986) POSITION- 41 55 52.     (N) 096 10 06.     (W)   SCALED
 MK0164* NAVD 88 ORTHO HEIGHT -   316.971 (meters)     1039.93  (feet) ADJUSTED
 MK0164  ______________________________________________________________________
 MK0164  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 MK0164  DYNAMIC HEIGHT  -        316.855 (meters)     1039.55  (feet) COMP
 MK0164  MODELED GRAVITY -    980,246.4   (mgal)                       NAVD 88
 MK0164
 MK0164  VERT ORDER      -  SECOND    CLASS 0
 MK0164
 MK0164.The horizontal coordinates were scaled from a map and have
 MK0164.an estimated accuracy of +/- 6 seconds.
 MK0164
 MK0164.The orthometric height was determined by differential leveling and
 MK0164.adjusted by the NATIONAL GEODETIC SURVEY
 MK0164.in June 1991.
 MK0164
 MK0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0164.GEOID18 height accuracy estimate available here.
 MK0164
 MK0164.Click photographs - Photos may exist for this station.
 MK0164
 MK0164.The dynamic height is computed by dividing the NAVD 88
 MK0164.geopotential number by the normal gravity value computed on the
 MK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0164.degrees latitude (g = 980.6199 gals.).
 MK0164
 MK0164.The modeled gravity was interpolated from observed gravity values.
 MK0164
 MK0164;                    North         East    Units  Estimated Accuracy
 MK0164;SPC NE       -   239,950.      817,600.      MT  (+/- 180 meters Scaled)
 MK0164
 MK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM347460(NAD 83)
 MK0164
 MK0164                          SUPERSEDED SURVEY CONTROL
 MK0164
 MK0164  NGVD 29 (??/??/92)  316.828  (m)         1039.46   (f) ADJ UNCH    2 0
 MK0164
 MK0164.Superseded values are not recommended for survey control.
 MK0164
 MK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0164.See file dsdata.pdf to determine how the superseded data were derived.
 MK0164
 MK0164_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MK0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0164_MARK LOGO: MORC
 MK0164_MAGNETIC: P = MARKER IS A STEEL PIPE
 MK0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0164
 MK0164  HISTORY     - Date     Condition        Report By
 MK0164  HISTORY     - UNK      MONUMENTED       MORC
 MK0164  HISTORY     - 1947     GOOD             CGS
 MK0164
 MK0164                          STATION DESCRIPTION
 MK0164
 MK0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0164'9 MI SE FROM DECATUR.
 MK0164'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0164'AT DECATUR, THENCE 2.1 MILES EAST, 2.75 MILES SOUTH, 0.65
 MK0164'MILE EAST, 1.0 MILE SOUTH AND 1.25 MILE EAST ALONG GRAVEL
 MK0164'ROADS, IN THE SOUTHEAST ANGLE OF A CROSS ROAD, 34.0 FEET EAST
 MK0164'OF THE CENTER OF THE CENTER OF THE NORTH-SOUTH ROAD, 34.0
 MK0164'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 6.5 FEET EAST
 MK0164'SOUTHEAST OF R E A POWER LINE POLE NO. C7 20, 1.5 FOOT SOUTH
 MK0164'OF A REFERENCE POST, A COPPER BOLT SET IN A 2 X 2-FOOT TILE
 MK0164'4 FEET UNDER GROUND AND MARKED BY AN IRON CAP BOLTED ON A 4-INCH
 MK0164'IRON PIPE, ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0164'0.7 FOOT, CAP IS REMOVABLE AND THE STANDARD COAST AND GEODETIC
 MK0164'SURVEY ROD WILL READILY PASS INSIDE OF THE PIPE.  NOTE-- MISSOURI
 MK0164'RIVER COMMISSION, U.S.B.M. IS CAST ON TOP OF THE CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0209 ***********************************************************************
 NM0209  DESIGNATION -  USBM A
 NM0209  PID         -  NM0209
 NM0209  STATE/COUNTY-  NE/DAKOTA
 NM0209  COUNTRY     -  US
 NM0209  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM0209
 NM0209                         *CURRENT SURVEY CONTROL
 NM0209  ______________________________________________________________________
 NM0209* NAD 83(1986) POSITION- 42 27 52.     (N) 096 24 49.     (W)   SCALED
 NM0209* NAVD 88 ORTHO HEIGHT -   335.947 (meters)     1102.19  (feet) ADJUSTED
 NM0209  ______________________________________________________________________
 NM0209  GEOID HEIGHT    -        -26.097 (meters)                     GEOID18
 NM0209  DYNAMIC HEIGHT  -        335.840 (meters)     1101.84  (feet) COMP
 NM0209  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 NM0209
 NM0209  VERT ORDER      -  FIRST     CLASS II
 NM0209
 NM0209.The horizontal coordinates were scaled from a map and have
 NM0209.an estimated accuracy of +/- 6 seconds.
 NM0209
 NM0209.The orthometric height was determined by differential leveling and
 NM0209.adjusted by the NATIONAL GEODETIC SURVEY
 NM0209.in June 1991.
 NM0209
 NM0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0209.GEOID18 height accuracy estimate available here.
 NM0209
 NM0209.Click photographs - Photos may exist for this station.
 NM0209
 NM0209.The dynamic height is computed by dividing the NAVD 88
 NM0209.geopotential number by the normal gravity value computed on the
 NM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0209.degrees latitude (g = 980.6199 gals.).
 NM0209
 NM0209.The modeled gravity was interpolated from observed gravity values.
 NM0209
 NM0209;                    North         East    Units  Estimated Accuracy
 NM0209;SPC NE       -   298,250.      794,820.      MT  (+/- 180 meters Scaled)
 NM0209
 NM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN126045(NAD 83)
 NM0209
 NM0209                          SUPERSEDED SURVEY CONTROL
 NM0209
 NM0209  NGVD 29 (??/??/92)  335.786  (m)         1101.66   (f) ADJ UNCH    1 2
 NM0209
 NM0209.Superseded values are not recommended for survey control.
 NM0209
 NM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0209.See file dsdata.pdf to determine how the superseded data were derived.
 NM0209
 NM0209_MARKER: Q = CHISELED SQUARE
 NM0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0209_SP_SET: STEP
 NM0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0209
 NM0209  HISTORY     - Date     Condition        Report By
 NM0209  HISTORY     - UNK      MONUMENTED       CGS
 NM0209  HISTORY     - 1947     GOOD             CGS
 NM0209  HISTORY     - 1948     GOOD             CGS
 NM0209  HISTORY     - 20070423 MARK NOT FOUND   GEOCAC
 NM0209
 NM0209                          STATION DESCRIPTION
 NM0209
 NM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0209'AT SOUTH SIOUX CITY.
 NM0209'AT SOUTH SIOUX CITY, ABOUT 50 YARDS WEST OF THE CHICAGO, ST. PAUL,
 NM0209'MINNEAPOLIS AND OMAHA RAILROAD STATION, 68.5 FEET SOUTH OF THE
 NM0209'CENTER LINE OF AN EAST-WEST STREET, 53.7 FEET EAST OF THE CENTER
 NM0209'LINE OF U.S. HIGHWAY NO. 77, AT THE EAST END OF A CONCRETE WALK
 NM0209'AND ON TOP OF THE CENTER OF A CONCRETE BLOCK USED AS A STEP FOR
 NM0209'DRINKING FOUNTAIN, A CHISELED SQUARE SURROUNDED BY THE LETTERS
 NM0209'USBM.
 NM0209
 NM0209                          STATION RECOVERY (1948)
 NM0209
 NM0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0209'RECOVERED IN GOOD CONDITION.
 NM0209
 NM0209                          STATION RECOVERY (2007)
 NM0209
 NM0209'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 NM0209'THE STATION, CONCRETE WALK AND DRINKING FOUNTAIN HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0794 ***********************************************************************
 LG0794  DESIGNATION -  UTICA
 LG0794  PID         -  LG0794
 LG0794  STATE/COUNTY-  NE/YORK
 LG0794  COUNTRY     -  US
 LG0794  USGS QUAD   -  UTICA (2017)
 LG0794
 LG0794                         *CURRENT SURVEY CONTROL
 LG0794  ______________________________________________________________________
 LG0794* NAD 83(1995) POSITION- 40 54 07.04776(N) 097 22 15.55788(W)   ADJUSTED
 LG0794* NAVD 88 ORTHO HEIGHT -   486.11  (+/-2cm)     1594.8   (feet) VERTCON
 LG0794  ______________________________________________________________________
 LG0794  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 LG0794  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 LG0794  HORZ ORDER      -  SECOND
 LG0794  VERT ORDER      -  THIRD ? (See Below)
 LG0794
 LG0794.The horizontal coordinates were established by classical geodetic methods
 LG0794.and adjusted by the National Geodetic Survey in August 1997.
 LG0794
 LG0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0794
 LG0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0794.GEOID18 height accuracy estimate available here.
 LG0794
 LG0794.The vertical order pertains to the NGVD 29 superseded value.
 LG0794
 LG0794.Click photographs - Photos may exist for this station.
 LG0794
 LG0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0794
 LG0794. The following values were computed from the NAD 83(1995) position.
 LG0794
 LG0794;                    North         East     Units Scale Factor Converg.
 LG0794;SPC NE       -   122,012.979   721,422.287   MT  0.99971375   +1 44 32.1
 LG0794;SPC NE       -   400,304.25  2,366,866.29   sFT  0.99971375   +1 44 32.1
 LG0794;UTM  14      - 4,529,150.852   637,207.861   MT  0.99983171   +1 04 00.4
 LG0794
 LG0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0794!SPC NE       -   0.99992792  x   0.99971375  =   0.99964169
 LG0794!UTM  14      -   0.99992792  x   0.99983171  =   0.99975965
 LG0794
 LG0794:                Primary Azimuth Mark                     Grid Az
 LG0794:SPC NE       -  UTICA AZ MK                              262 35 38.4
 LG0794:UTM  14      -  UTICA AZ MK                              263 16 10.1
 LG0794
 LG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3720729150(NAD 83)
 LG0794
 LG0794|---------------------------------------------------------------------|
 LG0794| PID    Reference Object                     Distance      Geod. Az  |
 LG0794|                                                           dddmmss.s |
 LG0794| CO2649 UTICA RM 1                           24.288 METERS 09831     |
 LG0794| CO2650 UTICA RM 2                           29.234 METERS 26143     |
 LG0794| CO2648 UTICA AZ MK                                        2642010.5 |
 LG0794| LG0806 WACO TANK                           APPROX. 7.8 KM 2650349.1 |
 LG0794|---------------------------------------------------------------------|
 LG0794
 LG0794                          SUPERSEDED SURVEY CONTROL
 LG0794
 LG0794  NAD 83(1986)-  40 54 07.05643(N)    097 22 15.55869(W) AD(       ) 2
 LG0794  NAD 27      -  40 54 07.01700(N)    097 22 14.36900(W) AD(       ) 2
 LG0794  NGVD 29             485.92   (m)         1594.2    (f) LEVELING    3  
 LG0794
 LG0794.Superseded values are not recommended for survey control.
 LG0794
 LG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0794.See file dsdata.pdf to determine how the superseded data were derived.
 LG0794
 LG0794_MARKER: DS = TRIANGULATION STATION DISK
 LG0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0794_STAMPING: UTICA 1950
 LG0794_MARK LOGO: CGS
 LG0794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0794+STABILITY: SURFACE MOTION
 LG0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0794+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 LG0794
 LG0794  HISTORY     - Date     Condition        Report By
 LG0794  HISTORY     - 1950     MONUMENTED       CGS
 LG0794  HISTORY     - 19971023 GOOD             NEDR
 LG0794  HISTORY     - 20160706 GOOD             NEGS
 LG0794
 LG0794                          STATION DESCRIPTION
 LG0794
 LG0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0794'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF WACO AND 1-1/2
 LG0794'MILES WEST OF UTICA ALONG RIGHT OF WAY OF U.S. HIGHWAY 34.
 LG0794'STATION IS 63 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 28 FEET
 LG0794'NORTHEAST OF TELEPHONE POLE AND 16 FEET NORTHWEST OF FENCE CORNER.
 LG0794'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED UTICA
 LG0794'1950.
 LG0794'
 LG0794'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 LG0794'AND 1.5 FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 LG0794'AND THE DISK IS STAMPED UTICA NO 1 1950.
 LG0794'
 LG0794'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTERLINE OF
 LG0794'HIGHWAY AND 12 FEET SOUTH OF HEDGE ROW.  THE MARK IS FLUSH WITH
 LG0794'THE GROUND AND THE DISK IS STAMPED UTICA NO 2 1950.
 LG0794'
 LG0794'AZIMUTH MARK IS 51 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 15 FEET
 LG0794'EAST OF SMALL BRIDGE ACROSS DITCH AND 3 FEET EAST SOUTHEAST OF
 LG0794'CONCRETE RIGHT OF WAY POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LG0794'THE DISK IS STAMPED UTICA 1950.
 LG0794'
 LG0794'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE ROUTE
 LG0794'76 IN THE NORTH EDGE OF WACO GO EAST ON U.S. HIGHWAY 34 FOR 3.6
 LG0794'MILES TO AZIMUTH ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 LG0794'CONTINUE EAST FOR 0.25 MILE TO STATION ON LEFT OR NORTH SIDE OF
 LG0794'ROAD AS DESCRIBED.
 LG0794'
 LG0794'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LG0794
 LG0794                          STATION RECOVERY (1997)
 LG0794
 LG0794'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0794'RECOVERED IN GOOD CONDITION, ABOUT 1.5 MI (2.4 KM) WEST OF UTICA, 0.15
 LG0794'MI (0.24 KM) WEST OF THE SEWARD/YORK COUNTY LINE, ON THE NORTH
 LG0794'RIGHT-OF-WAY OF U.S.  HIGHWAY 34 AND IN THE SW1/4, SEC24, T11N, R1W.
 LG0794'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD LINK 80F, AT UTICA,
 LG0794'GO WEST ON HIGHWAY 34 FOR 1.15 MI (1.85 KM) TO THE STATION ON THE
 LG0794'RIGHT.  IT IS 29.127 M (95.561 FT) EAST-NORTHEAST OF REFERENCE MARK 2
 LG0794'(DISTURBED) , 24.30 M (79.72 FT) EAST (AND NORMAL TO) A CONCRETE
 LG0794'RIGHT-OF-WAY MARKER POST, 19.0 M (62.3 FT) NORTH OF THE CENTERLINE OF
 LG0794'THE HIGHWAY, 5.255 M (17.241 FT) WEST-SOUTHWEST OF A FENCE CORNER
 LG0794'POST, 2.945 M (9.662 FT) SOUTH OF A WITNESS POST AND IS FLUSH WITH THE
 LG0794'GROUND SURFACE.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE SEARCHED
 LG0794'FOR BUT NOT FOUND.  A MAGNET WAS PLACED AT THE NORTH SIDE OF THE MARK.
 LG0794'IT WAS NOTED THAT THE PREVIOUS ROUTING TO THE MARK WAS IN ERROR.
 LG0794
 LG0794                          STATION RECOVERY (2016)
 LG0794
 LG0794'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LG0794'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0795 ***********************************************************************
 LG0795  DESIGNATION -  UTICA ST MARYS CHURCH SPIRE
 LG0795  PID         -  LG0795
 LG0795  STATE/COUNTY-  NE/SEWARD
 LG0795  COUNTRY     -  US
 LG0795  USGS QUAD   -  UTICA (2017)
 LG0795
 LG0795                         *CURRENT SURVEY CONTROL
 LG0795  ______________________________________________________________________
 LG0795* NAD 83(1995) POSITION- 40 53 49.23121(N) 097 20 57.43803(W)   ADJUSTED
 LG0795  ______________________________________________________________________
 LG0795  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 LG0795  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LG0795  HORZ ORDER      -  THIRD
 LG0795
 LG0795.The horizontal coordinates were established by classical geodetic methods
 LG0795.and adjusted by the National Geodetic Survey in August 1997.
 LG0795
 LG0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0795.GEOID18 height accuracy estimate available here.
 LG0795
 LG0795.Click photographs - Photos may exist for this station.
 LG0795
 LG0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0795
 LG0795. The following values were computed from the NAD 83(1995) position.
 LG0795
 LG0795;                    North         East     Units Scale Factor Converg.
 LG0795;SPC NE       -   121,519.596   723,266.187   MT  0.99971465   +1 45 23.8
 LG0795;SPC NE       -   398,685.54  2,372,915.82   sFT  0.99971465   +1 45 23.8
 LG0795;UTM  14      - 4,528,635.701   639,046.037   MT  0.99983796   +1 04 51.2
 LG0795
 LG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3904628635(NAD 83)
 LG0795
 LG0795                          SUPERSEDED SURVEY CONTROL
 LG0795
 LG0795  NAD 83(1986)-  40 53 49.23968(N)    097 20 57.43848(W) AD(       ) 3
 LG0795  NAD 27      -  40 53 49.20000(N)    097 20 56.25800(W) AD(       ) 3
 LG0795
 LG0795.Superseded values are not recommended for survey control.
 LG0795
 LG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0795.See file dsdata.pdf to determine how the superseded data were derived.
 LG0795
 LG0795_MARKER: 90 = CHURCH SPIRE
 LG0795
 LG0795  HISTORY     - Date     Condition        Report By
 LG0795  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0795  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LG0795
 LG0795                          STATION DESCRIPTION
 LG0795
 LG0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0795'POINT SIGHTED UPON WAS TIP OF SPIRE ON ST. MARYS CHURCH IN UTICA.
 LG0795'SPIRE IS ABOUT 75 FEET HIGH SURMOUNTED BY WOODEN CROSS.
 LG0795'
 LG0795'OBSERVED UPON FROM STATIONS SCHERER, BEAVER, AND CATTLE.
 LG0795
 LG0795                          STATION RECOVERY (2003)
 LG0795
 LG0795'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0795'STATION NOT FOUND. ACCORDING TO THE UNOFFICIAL TOWN HISTORIAN, EUDECE
 LG0795'JONES, NONE OF THE CHURCHES IN THE TOWN OF UTICA NOW HAVE A CHURCH
 LG0795'SPIRE. THE CATHOLIC CHURCH USED TO HAVE A CHURCH SPIRE BUT MANY YEARS
 LG0795'AGO A TORNADO DEMOLISHED THE SPIRE. THIS STATION SHOULD BE DECLARD
 LG0795'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0295 ***********************************************************************
 NN0295  DESIGNATION -  UU 273
 NN0295  PID         -  NN0295
 NN0295  STATE/COUNTY-  NE/BOYD
 NN0295  COUNTRY     -  US
 NN0295  USGS QUAD   -  BRISTOW (2017)
 NN0295
 NN0295                         *CURRENT SURVEY CONTROL
 NN0295  ______________________________________________________________________
 NN0295* NAD 83(1986) POSITION- 42 50 44.     (N) 098 37 02.     (W)   SCALED
 NN0295* NAVD 88 ORTHO HEIGHT -   452.540 (meters)     1484.71  (feet) ADJUSTED
 NN0295  ______________________________________________________________________
 NN0295  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 NN0295  DYNAMIC HEIGHT  -        452.376 (meters)     1484.17  (feet) COMP
 NN0295  MODELED GRAVITY -    980,244.2   (mgal)                       NAVD 88
 NN0295
 NN0295  VERT ORDER      -  SECOND    CLASS 0
 NN0295
 NN0295.The horizontal coordinates were scaled from a map and have
 NN0295.an estimated accuracy of +/- 6 seconds.
 NN0295
 NN0295.The orthometric height was determined by differential leveling and
 NN0295.adjusted by the NATIONAL GEODETIC SURVEY
 NN0295.in June 1991.
 NN0295
 NN0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0295.GEOID18 height accuracy estimate available here.
 NN0295
 NN0295.Click photographs - Photos may exist for this station.
 NN0295
 NN0295.The dynamic height is computed by dividing the NAVD 88
 NN0295.geopotential number by the normal gravity value computed on the
 NN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0295.degrees latitude (g = 980.6199 gals.).
 NN0295
 NN0295.The modeled gravity was interpolated from observed gravity values.
 NN0295
 NN0295;                    North         East    Units  Estimated Accuracy
 NN0295;SPC NE       -   335,370.      613,020.      MT  (+/- 180 meters Scaled)
 NN0295
 NN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN312437(NAD 83)
 NN0295
 NN0295                          SUPERSEDED SURVEY CONTROL
 NN0295
 NN0295  NGVD 29 (??/??/92)  452.272  (m)         1483.83   (f) ADJ UNCH    2 0
 NN0295
 NN0295.Superseded values are not recommended for survey control.
 NN0295
 NN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0295.See file dsdata.pdf to determine how the superseded data were derived.
 NN0295
 NN0295_MARKER: DB = BENCH MARK DISK
 NN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0295_STAMPING: UU 273 1949
 NN0295_MARK LOGO: CGS
 NN0295_PROJECTION: FLUSH
 NN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0295+STABILITY: SURFACE MOTION
 NN0295
 NN0295  HISTORY     - Date     Condition        Report By
 NN0295  HISTORY     - 1949     MONUMENTED       CGS
 NN0295
 NN0295                          STATION DESCRIPTION
 NN0295
 NN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0295'4.6 MI SE FROM SPENCER.
 NN0295'4.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0295'FROM THE STATION AT SPENCER, BOYD COUNTY, 1.9 MILES WEST OF
 NN0295'THE STATION AT BRISTOW, ONE POLE EAST OF MILEPOST 96, AT A
 NN0295'PRIVATE-ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL OF THE
 NN0295'TRACK, 29 FEET EAST OF THE CENTER OF A GATE, 133 FEET NORTH
 NN0295'OF THE CENTER LINE OF STATE HIGHWAY 12, 1.1 FEET SOUTH OF A
 NN0295'FENCE, AND 1.6 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 NN0295'STANDARD DISK, STAMPED UU 273 1949 AND SET IN THE TOP OF A
 NN0295'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0623 ***********************************************************************
 NM0623  DESIGNATION -  V 1
 NM0623  PID         -  NM0623
 NM0623  STATE/COUNTY-  NE/DIXON
 NM0623  COUNTRY     -  US
 NM0623  USGS QUAD   -  WAKEFIELD (2017)
 NM0623
 NM0623                         *CURRENT SURVEY CONTROL
 NM0623  ______________________________________________________________________
 NM0623* NAD 83(1986) POSITION- 42 16 10.     (N) 096 51 54.     (W)   SCALED
 NM0623* NAVD 88 ORTHO HEIGHT -   430.895 (meters)     1413.69  (feet) ADJUSTED
 NM0623  ______________________________________________________________________
 NM0623  GEOID HEIGHT    -        -24.993 (meters)                     GEOID18
 NM0623  DYNAMIC HEIGHT  -        430.753 (meters)     1413.23  (feet) COMP
 NM0623  MODELED GRAVITY -    980,279.6   (mgal)                       NAVD 88
 NM0623
 NM0623  VERT ORDER      -  FIRST     CLASS II
 NM0623
 NM0623.The horizontal coordinates were scaled from a map and have
 NM0623.an estimated accuracy of +/- 6 seconds.
 NM0623
 NM0623.The orthometric height was determined by differential leveling and
 NM0623.adjusted by the NATIONAL GEODETIC SURVEY
 NM0623.in June 1991.
 NM0623
 NM0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0623.GEOID18 height accuracy estimate available here.
 NM0623
 NM0623.Click photographs - Photos may exist for this station.
 NM0623
 NM0623.The dynamic height is computed by dividing the NAVD 88
 NM0623.geopotential number by the normal gravity value computed on the
 NM0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0623.degrees latitude (g = 980.6199 gals.).
 NM0623
 NM0623.The modeled gravity was interpolated from observed gravity values.
 NM0623
 NM0623;                    North         East    Units  Estimated Accuracy
 NM0623;SPC NE       -   275,170.      758,520.      MT  (+/- 180 meters Scaled)
 NM0623
 NM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM760819(NAD 83)
 NM0623
 NM0623                          SUPERSEDED SURVEY CONTROL
 NM0623
 NM0623  NGVD 29 (??/??/92)  430.728  (m)         1413.15   (f) ADJ UNCH    1 2
 NM0623
 NM0623.Superseded values are not recommended for survey control.
 NM0623
 NM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0623.See file dsdata.pdf to determine how the superseded data were derived.
 NM0623
 NM0623_MARKER: B = BOLT
 NM0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0623_SP_SET: BRICK WALL
 NM0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0623
 NM0623  HISTORY     - Date     Condition        Report By
 NM0623  HISTORY     - 1900     MONUMENTED       CGS
 NM0623  HISTORY     - 1947     GOOD             CGS
 NM0623  HISTORY     - 20091106 POOR             INDIV
 NM0623
 NM0623                          STATION DESCRIPTION
 NM0623
 NM0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0623'AT WAKEFIELD.
 NM0623'AT WAKEFIELD, AT THE NORTHEAST CORNER OF A BRICK BUILDING ALONG
 NM0623'THE WEST SIDE OF MAIN STREET AND WHICH IS NOW OCCUPIED BY ENGELS
 NM0623'ELECTRIC HATCHERY, 111.0 FEET NORTH OF THE NORTH CONCRETE CURB
 NM0623'OF THIRD STREET, (THE THIRD EAST-WEST STREET SOUTH OF THE
 NM0623'CHICAGO, ST. PAUL MINNEAPOLIS AND OMAHA RAILWAY STATION, 3.5
 NM0623'FEET ABOVE THE TOP OF THE CONCRETE WALK, 0.7 FOOT SOUTH OF THE
 NM0623'NORTHEAST CORNER OF THE OLD BRICK BUILDING AND 0.7 FOOT SOUTH
 NM0623'OF THE SOUTHEAST CORNER OF A VACANT BANK BUILDING, THE
 NM0623'INTERSECTION OF TWO LINES CUT ON THE END OF A COPPER BOLT LEADED
 NM0623'HORIZONTALLY IN THE EAST FACE OF A BRICK SUPPORT AT THE NORTHEAST
 NM0623'CORNER OF THE BUILDING.
 NM0623
 NM0623                          STATION RECOVERY (2009)
 NM0623
 NM0623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 NM0623'MONUMENT IS BELIEVED TO BE EXISTING, HOWEVER IT IS NOW HIDDEN BEHIND
 NM0623'METAL FLASHING THAT HAS COVERED OVER THE BRICK FACE OF THE BUILDING.
 NM0623'THE 1947 RECOVERY REPORT IS SUFFICIENT TO FIND THE LOCATION.
 NM0623'
 NM0623'THE FORMER BANK BUILDING NEXT TO THE BUILDING WHERE THE MONUMENT IS
 NM0623'LOCATED IS STILL PLAINLY MARKED.  THE MONUMENT COULD BE ACCESSED, BUT
 NM0623'WOULD REQUIRE REMOVAL OF THE METAL FLASHING WHICH IS ATTACHED WITH
 NM0623'SCREWS.  NO ATTEMPT WAS MADE TO REMOVE THE FLASHING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0138 ***********************************************************************
 NP0138  DESIGNATION -  V 10
 NP0138  PID         -  NP0138
 NP0138  STATE/COUNTY-  NE/BOX BUTTE
 NP0138  COUNTRY     -  US
 NP0138  USGS QUAD   -  ALLIANCE WEST (2017)
 NP0138
 NP0138                         *CURRENT SURVEY CONTROL
 NP0138  ______________________________________________________________________
 NP0138* NAD 83(1986) POSITION- 42 06 16.     (N) 102 53 20.     (W)   SCALED
 NP0138* NAVD 88 ORTHO HEIGHT -  1214.693 (meters)     3985.21  (feet) ADJUSTED
 NP0138  ______________________________________________________________________
 NP0138  GEOID HEIGHT    -        -18.667 (meters)                     GEOID18
 NP0138  DYNAMIC HEIGHT  -       1213.984 (meters)     3982.88  (feet) COMP
 NP0138  MODELED GRAVITY -    979,996.1   (mgal)                       NAVD 88
 NP0138
 NP0138  VERT ORDER      -  FIRST     CLASS II
 NP0138
 NP0138.The horizontal coordinates were scaled from a map and have
 NP0138.an estimated accuracy of +/- 6 seconds.
 NP0138
 NP0138.The orthometric height was determined by differential leveling and
 NP0138.adjusted by the NATIONAL GEODETIC SURVEY
 NP0138.in June 1991.
 NP0138
 NP0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0138.GEOID18 height accuracy estimate available here.
 NP0138
 NP0138.Click photographs - Photos may exist for this station.
 NP0138
 NP0138.The dynamic height is computed by dividing the NAVD 88
 NP0138.geopotential number by the normal gravity value computed on the
 NP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0138.degrees latitude (g = 980.6199 gals.).
 NP0138
 NP0138.The modeled gravity was interpolated from observed gravity values.
 NP0138
 NP0138;                    North         East    Units  Estimated Accuracy
 NP0138;SPC NE       -   256,150.      261,160.      MT  (+/- 180 meters Scaled)
 NP0138
 NP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG745635(NAD 83)
 NP0138
 NP0138                          SUPERSEDED SURVEY CONTROL
 NP0138
 NP0138  NGVD 29 (??/??/92) 1214.11   (m)         3983.3    (f) COMPUTED    1 2
 NP0138
 NP0138.Superseded values are not recommended for survey control.
 NP0138
 NP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0138.See file dsdata.pdf to determine how the superseded data were derived.
 NP0138
 NP0138_MARKER: DB = BENCH MARK DISK
 NP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0138_STAMPING: V 10 1933
 NP0138_MARK LOGO: CGS
 NP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0138+STABILITY: SURFACE MOTION
 NP0138
 NP0138  HISTORY     - Date     Condition        Report By
 NP0138  HISTORY     - 1933     MONUMENTED       CGS
 NP0138  HISTORY     - 1956     MARK NOT FOUND   CGS
 NP0138
 NP0138                          STATION DESCRIPTION
 NP0138
 NP0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0138'0.8 MI W FROM ALLIANCE.
 NP0138'AT ALLIANCE, BOX BUTTE COUNTY, 3/4 MILE WEST OF THE CHICAGO,
 NP0138'BURLINGTON AND QUINCY RAILROAD STATION, 9 POLES SOUTHEAST OF
 NP0138'MILEPOST 367, 4 POLES SOUTHEAST OF SEMAPHORE SIGNAL 366.8, AT
 NP0138'THE CROSSING OF WEST TENTH STREET, 43 FEET NORTH OF THE
 NP0138'CENTERLINE OF THE STREET, 38 FEET WEST OF THE WEST RAIL OF THE
 NP0138'MAIN TRACK, AND 10 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.  A
 NP0138'STANDARD DISK, STAMPED 3982.987 V 10 1933 AND SET IN THE TOP OF A
 NP0138'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- 10TH
 NP0138'STREET WAS WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0304 ***********************************************************************
 NP0304  DESIGNATION -  V 11
 NP0304  PID         -  NP0304
 NP0304  STATE/COUNTY-  NE/DAWES
 NP0304  COUNTRY     -  US
 NP0304  USGS QUAD   -  CROW BUTTE (2017)
 NP0304
 NP0304                         *CURRENT SURVEY CONTROL
 NP0304  ______________________________________________________________________
 NP0304* NAD 83(1986) POSITION- 42 38 21.     (N) 103 21 38.     (W)   SCALED
 NP0304* NAVD 88 ORTHO HEIGHT -  1194.401 (meters)     3918.63  (feet) ADJUSTED
 NP0304  ______________________________________________________________________
 NP0304  GEOID HEIGHT    -        -17.720 (meters)                     GEOID18
 NP0304  DYNAMIC HEIGHT  -       1193.740 (meters)     3916.46  (feet) COMP
 NP0304  MODELED GRAVITY -    980,026.3   (mgal)                       NAVD 88
 NP0304
 NP0304  VERT ORDER      -  FIRST     CLASS II
 NP0304
 NP0304.The horizontal coordinates were scaled from a map and have
 NP0304.an estimated accuracy of +/- 6 seconds.
 NP0304
 NP0304.The orthometric height was determined by differential leveling and
 NP0304.adjusted by the NATIONAL GEODETIC SURVEY
 NP0304.in June 1991.
 NP0304
 NP0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0304.GEOID18 height accuracy estimate available here.
 NP0304
 NP0304.Click photographs - Photos may exist for this station.
 NP0304
 NP0304.The dynamic height is computed by dividing the NAVD 88
 NP0304.geopotential number by the normal gravity value computed on the
 NP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0304.degrees latitude (g = 980.6199 gals.).
 NP0304
 NP0304.The modeled gravity was interpolated from observed gravity values.
 NP0304
 NP0304;                    North         East    Units  Estimated Accuracy
 NP0304;SPC NE       -   316,900.      224,490.      MT  (+/- 180 meters Scaled)
 NP0304
 NP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH344220(NAD 83)
 NP0304
 NP0304                          SUPERSEDED SURVEY CONTROL
 NP0304
 NP0304  NGVD 29 (??/??/92) 1193.798  (m)         3916.65   (f) ADJ UNCH    1 2
 NP0304
 NP0304.Superseded values are not recommended for survey control.
 NP0304
 NP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0304.See file dsdata.pdf to determine how the superseded data were derived.
 NP0304
 NP0304_MARKER: DB = BENCH MARK DISK
 NP0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0304_STAMPING: V 11 1933 3916.288
 NP0304_MARK LOGO: CGS
 NP0304_PROJECTION: FLUSH
 NP0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0304+STABILITY: SURFACE MOTION
 NP0304
 NP0304  HISTORY     - Date     Condition        Report By
 NP0304  HISTORY     - 1933     MONUMENTED       CGS
 NP0304  HISTORY     - 1956     GOOD             CGS
 NP0304  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0304
 NP0304                          STATION DESCRIPTION
 NP0304
 NP0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0304'4.3 MI SE FROM CRAWFORD.
 NP0304'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0304'RAILROAD FROM THE STATION AT CRAWFORD, 15 POLES SOUTHEAST OF
 NP0304'MILEPOST 419, 49.5 FEET WEST OF THE WEST RAIL, AT A ROAD
 NP0304'CROSSING, 34 FEET NORTH OF THE CENTER LINE OF A ROAD, 2 FEET
 NP0304'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0304'IS FLUSH WITH THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 19,
 NP0304'TOWNSHIP 31 NORTH, RANGE 51 WEST.
 NP0304
 NP0304                          STATION RECOVERY (1985)
 NP0304
 NP0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0304'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0298 ***********************************************************************
 ML0298  DESIGNATION -  V 116
 ML0298  PID         -  ML0298
 ML0298  STATE/COUNTY-  NE/SHERMAN
 ML0298  COUNTRY     -  US
 ML0298  USGS QUAD   -  LOUP CITY (2017)
 ML0298
 ML0298                         *CURRENT SURVEY CONTROL
 ML0298  ______________________________________________________________________
 ML0298* NAD 83(1986) POSITION- 41 15 52.     (N) 098 56 42.     (W)   SCALED
 ML0298* NAVD 88 ORTHO HEIGHT -   642.848 (meters)     2109.08  (feet) ADJUSTED
 ML0298  ______________________________________________________________________
 ML0298  GEOID HEIGHT    -        -23.980 (meters)                     GEOID18
 ML0298  DYNAMIC HEIGHT  -        642.519 (meters)     2108.00  (feet) COMP
 ML0298  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 ML0298
 ML0298  VERT ORDER      -  FIRST     CLASS II
 ML0298
 ML0298.The horizontal coordinates were scaled from a map and have
 ML0298.an estimated accuracy of +/- 6 seconds.
 ML0298
 ML0298.The orthometric height was determined by differential leveling and
 ML0298.adjusted by the NATIONAL GEODETIC SURVEY
 ML0298.in June 1991.
 ML0298
 ML0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0298.GEOID18 height accuracy estimate available here.
 ML0298
 ML0298.Click photographs - Photos may exist for this station.
 ML0298
 ML0298.The dynamic height is computed by dividing the NAVD 88
 ML0298.geopotential number by the normal gravity value computed on the
 ML0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0298.degrees latitude (g = 980.6199 gals.).
 ML0298
 ML0298.The modeled gravity was interpolated from observed gravity values.
 ML0298
 ML0298;                    North         East    Units  Estimated Accuracy
 ML0298;SPC NE       -   159,430.      588,380.      MT  (+/- 180 meters Scaled)
 ML0298
 ML0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL046681(NAD 83)
 ML0298
 ML0298                          SUPERSEDED SURVEY CONTROL
 ML0298
 ML0298  NGVD 29 (??/??/92)  642.603  (m)         2108.27   (f) ADJ UNCH    1 2
 ML0298
 ML0298.Superseded values are not recommended for survey control.
 ML0298
 ML0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0298.See file dsdata.pdf to determine how the superseded data were derived.
 ML0298
 ML0298_MARKER: DB = BENCH MARK DISK
 ML0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0298_STAMPING: V 116 1935
 ML0298_MARK LOGO: CGS
 ML0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0298+STABILITY: SURFACE MOTION
 ML0298
 ML0298  HISTORY     - Date     Condition        Report By
 ML0298  HISTORY     - 1935     MONUMENTED       CGS
 ML0298  HISTORY     - 1950     GOOD             CGS
 ML0298  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0298
 ML0298                          STATION DESCRIPTION
 ML0298
 ML0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0298'1.6 MI SE FROM LOUP CITY.
 ML0298'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0298'RAILROAD FROM THE STATION AT LOUP CITY, AT A ROAD CROSSING, 107
 ML0298'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTHWEST
 ML0298'OF THE SOUTHWEST RAIL, 104 FEET SOUTHEAST OF A FENCE CORNER, 30
 ML0298'FEET SOUTHEAST OF A TELEGRAPH POLE, 4.6 FEET NORTHEAST OF A
 ML0298'FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0298'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0298
 ML0298                          STATION RECOVERY (2009)
 ML0298
 ML0298'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0298'MARK NOT FOUND. RR TRACKS REMOVED. AREA NOW CULTIVATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0150 ***********************************************************************
 ML0150  DESIGNATION -  V 117
 ML0150  PID         -  ML0150
 ML0150  STATE/COUNTY-  NE/HOWARD
 ML0150  COUNTRY     -  US
 ML0150  USGS QUAD   -  SAINT PAUL (2017)
 ML0150
 ML0150                         *CURRENT SURVEY CONTROL
 ML0150  ______________________________________________________________________
 ML0150* NAD 83(1986) POSITION- 41 10 42.     (N) 098 25 36.     (W)   SCALED
 ML0150* NAVD 88 ORTHO HEIGHT -   554.435 (meters)     1819.01  (feet) ADJUSTED
 ML0150  ______________________________________________________________________
 ML0150  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 ML0150  DYNAMIC HEIGHT  -        554.153 (meters)     1818.08  (feet) COMP
 ML0150  MODELED GRAVITY -    980,097.0   (mgal)                       NAVD 88
 ML0150
 ML0150  VERT ORDER      -  SECOND    CLASS 0
 ML0150
 ML0150.The horizontal coordinates were scaled from a map and have
 ML0150.an estimated accuracy of +/- 6 seconds.
 ML0150
 ML0150.The orthometric height was determined by differential leveling and
 ML0150.adjusted by the NATIONAL GEODETIC SURVEY
 ML0150.in June 1991.
 ML0150
 ML0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0150.GEOID18 height accuracy estimate available here.
 ML0150
 ML0150.Click photographs - Photos may exist for this station.
 ML0150
 ML0150.The dynamic height is computed by dividing the NAVD 88
 ML0150.geopotential number by the normal gravity value computed on the
 ML0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0150.degrees latitude (g = 980.6199 gals.).
 ML0150
 ML0150.The modeled gravity was interpolated from observed gravity values.
 ML0150
 ML0150;                    North         East    Units  Estimated Accuracy
 ML0150;SPC NE       -   150,530.      631,970.      MT  (+/- 180 meters Scaled)
 ML0150
 ML0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL480587(NAD 83)
 ML0150
 ML0150                          SUPERSEDED SURVEY CONTROL
 ML0150
 ML0150  NGVD 29 (??/??/92)  554.186  (m)         1818.19   (f) ADJ UNCH    2 0
 ML0150
 ML0150.Superseded values are not recommended for survey control.
 ML0150
 ML0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0150.See file dsdata.pdf to determine how the superseded data were derived.
 ML0150
 ML0150_MARKER: DB = BENCH MARK DISK
 ML0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0150_STAMPING: V 117 1935
 ML0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0150+STABILITY: SURFACE MOTION
 ML0150
 ML0150  HISTORY     - Date     Condition        Report By
 ML0150  HISTORY     - 1935     MONUMENTED       CGS
 ML0150
 ML0150                          STATION DESCRIPTION
 ML0150
 ML0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0150'2.9 MI S FROM ST PAUL.
 ML0150'2.9 MILES SOUTH OF DEPOT.  ALONG THE UNION PACIFIC RAILWAY
 ML0150'BETWEEN GRAND ISLAND AND ST. PAUL, 4 POLES NORTH OF MILEPOST
 ML0150'19, 84.9 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 281, 46
 ML0150'FEET NORTH OF THE CENTER LINE OF CROSS ROAD, 45.4 FEET EAST
 ML0150'OF THE EAST RAIL OF THE MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0090 ***********************************************************************
 ML0090  DESIGNATION -  V 118
 ML0090  PID         -  ML0090
 ML0090  STATE/COUNTY-  NE/WHEELER
 ML0090  COUNTRY     -  US
 ML0090  USGS QUAD   -  MUD CREEK (2017)
 ML0090
 ML0090                         *CURRENT SURVEY CONTROL
 ML0090  ______________________________________________________________________
 ML0090* NAD 83(1986) POSITION- 41 47 03.     (N) 098 22 22.     (W)   SCALED
 ML0090* NAVD 88 ORTHO HEIGHT -   655.377 (meters)     2150.18  (feet) ADJUSTED
 ML0090  ______________________________________________________________________
 ML0090  GEOID HEIGHT    -        -24.387 (meters)                     GEOID18
 ML0090  DYNAMIC HEIGHT  -        655.074 (meters)     2149.19  (feet) COMP
 ML0090  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 ML0090
 ML0090  VERT ORDER      -  SECOND    CLASS 0
 ML0090
 ML0090.The horizontal coordinates were scaled from a map and have
 ML0090.an estimated accuracy of +/- 6 seconds.
 ML0090
 ML0090.The orthometric height was determined by differential leveling and
 ML0090.adjusted by the NATIONAL GEODETIC SURVEY
 ML0090.in June 1991.
 ML0090
 ML0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0090.GEOID18 height accuracy estimate available here.
 ML0090
 ML0090.Click photographs - Photos may exist for this station.
 ML0090
 ML0090.The dynamic height is computed by dividing the NAVD 88
 ML0090.geopotential number by the normal gravity value computed on the
 ML0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0090.degrees latitude (g = 980.6199 gals.).
 ML0090
 ML0090.The modeled gravity was interpolated from observed gravity values.
 ML0090
 ML0090;                    North         East    Units  Estimated Accuracy
 ML0090;SPC NE       -   217,870.      635,220.      MT  (+/- 180 meters Scaled)
 ML0090
 ML0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM521260(NAD 83)
 ML0090
 ML0090                          SUPERSEDED SURVEY CONTROL
 ML0090
 ML0090  NGVD 29 (??/??/92)  655.138  (m)         2149.40   (f) ADJ UNCH    2 0
 ML0090
 ML0090.Superseded values are not recommended for survey control.
 ML0090
 ML0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0090.See file dsdata.pdf to determine how the superseded data were derived.
 ML0090
 ML0090_MARKER: DB = BENCH MARK DISK
 ML0090_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0090_STAMPING: V 118 1935
 ML0090_MARK LOGO: CGS
 ML0090_PROJECTION: FLUSH
 ML0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0090
 ML0090  HISTORY     - Date     Condition        Report By
 ML0090  HISTORY     - 1935     MONUMENTED       CGS
 ML0090  HISTORY     - 1950     GOOD             CGS
 ML0090
 ML0090                          STATION DESCRIPTION
 ML0090
 ML0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0090'6.6 MI N FROM SPALDING.
 ML0090'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0090'STATE HIGHWAYS 101 AND 91 AT SPALDING, AT A ROAD INTERSECTION, 68
 ML0090'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 36 FEET
 ML0090'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF A TREE
 ML0090'WHICH IS USED AS A FENCE CORNER POST, 2.6 FEET WEST OF A FENCE,
 ML0090'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0090'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0188 ***********************************************************************
 MM0188  DESIGNATION -  V 119
 MM0188  PID         -  MM0188
 MM0188  STATE/COUNTY-  NE/MCPHERSON
 MM0188  COUNTRY     -  US
 MM0188  USGS QUAD   -  GRAGG RANCH (2017)
 MM0188
 MM0188                         *CURRENT SURVEY CONTROL
 MM0188  ______________________________________________________________________
 MM0188* NAD 83(1986) POSITION- 41 29 41.     (N) 100 47 28.     (W)   SCALED
 MM0188* NAVD 88 ORTHO HEIGHT -   967.371 (meters)     3173.78  (feet) ADJUSTED
 MM0188  ______________________________________________________________________
 MM0188  GEOID HEIGHT    -        -21.883 (meters)                     GEOID18
 MM0188  DYNAMIC HEIGHT  -        966.801 (meters)     3171.91  (feet) COMP
 MM0188  MODELED GRAVITY -    980,001.5   (mgal)                       NAVD 88
 MM0188
 MM0188  VERT ORDER      -  SECOND    CLASS 0
 MM0188
 MM0188.The horizontal coordinates were scaled from a map and have
 MM0188.an estimated accuracy of +/- 6 seconds.
 MM0188
 MM0188.The orthometric height was determined by differential leveling and
 MM0188.adjusted by the NATIONAL GEODETIC SURVEY
 MM0188.in June 1991.
 MM0188
 MM0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0188.GEOID18 height accuracy estimate available here.
 MM0188
 MM0188.Click photographs - Photos may exist for this station.
 MM0188
 MM0188.The dynamic height is computed by dividing the NAVD 88
 MM0188.geopotential number by the normal gravity value computed on the
 MM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0188.degrees latitude (g = 980.6199 gals.).
 MM0188
 MM0188.The modeled gravity was interpolated from observed gravity values.
 MM0188
 MM0188;                    North         East    Units  Estimated Accuracy
 MM0188;SPC NE       -   184,760.      433,960.      MT  (+/- 180 meters Scaled)
 MM0188
 MM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL504952(NAD 83)
 MM0188
 MM0188                          SUPERSEDED SURVEY CONTROL
 MM0188
 MM0188  NGVD 29 (??/??/92)  967.017  (m)         3172.62   (f) ADJ UNCH    2 0
 MM0188
 MM0188.Superseded values are not recommended for survey control.
 MM0188
 MM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0188.See file dsdata.pdf to determine how the superseded data were derived.
 MM0188
 MM0188_MARKER: DB = BENCH MARK DISK
 MM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0188_STAMPING: V 119 1934
 MM0188_MARK LOGO: CGS
 MM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0188+STABILITY: SURFACE MOTION
 MM0188
 MM0188  HISTORY     - Date     Condition        Report By
 MM0188  HISTORY     - 1934     MONUMENTED       CGS
 MM0188  HISTORY     - 1981     GOOD             NEDR
 MM0188
 MM0188                          STATION DESCRIPTION
 MM0188
 MM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0188'0.9 MI SE FROM RINGGOLD.
 MM0188'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 MM0188'AT RINGGOLD, MC PHERSON COUNTY, OPPOSITE A CURVE, ABOUT 130
 MM0188'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL, 46.8 FEET
 MM0188'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF THE
 MM0188'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 119 1934 AND SET
 MM0188'IN THE TOP OF A CONCRETE POST.
 MM0188
 MM0188                          STATION RECOVERY (1981)
 MM0188
 MM0188'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0036 ***********************************************************************
 LG0036  DESIGNATION -  V 12
 LG0036  PID         -  LG0036
 LG0036  STATE/COUNTY-  NE/OTOE
 LG0036  COUNTRY     -  US
 LG0036  USGS QUAD   -  PALMYRA (2017)
 LG0036
 LG0036                         *CURRENT SURVEY CONTROL
 LG0036  ______________________________________________________________________
 LG0036* NAD 83(1986) POSITION- 40 41 27.     (N) 096 25 32.     (W)   SCALED
 LG0036* NAVD 88 ORTHO HEIGHT -   353.384 (meters)     1159.39  (feet) ADJUSTED
 LG0036  ______________________________________________________________________
 LG0036  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 LG0036  DYNAMIC HEIGHT  -        353.228 (meters)     1158.88  (feet) COMP
 LG0036  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 LG0036
 LG0036  VERT ORDER      -  FIRST     CLASS II
 LG0036
 LG0036.The horizontal coordinates were scaled from a map and have
 LG0036.an estimated accuracy of +/- 6 seconds.
 LG0036
 LG0036.The orthometric height was determined by differential leveling and
 LG0036.adjusted by the NATIONAL GEODETIC SURVEY
 LG0036.in June 1991.
 LG0036
 LG0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0036.GEOID18 height accuracy estimate available here.
 LG0036
 LG0036.Click photographs - Photos may exist for this station.
 LG0036
 LG0036.The dynamic height is computed by dividing the NAVD 88
 LG0036.geopotential number by the normal gravity value computed on the
 LG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0036.degrees latitude (g = 980.6199 gals.).
 LG0036
 LG0036.The modeled gravity was interpolated from observed gravity values.
 LG0036
 LG0036;                    North         East    Units  Estimated Accuracy
 LG0036;SPC NE       -   101,450.      801,980.      MT  (+/- 180 meters Scaled)
 LG0036
 LG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL175076(NAD 83)
 LG0036
 LG0036                          SUPERSEDED SURVEY CONTROL
 LG0036
 LG0036  NGVD 29 (??/??/92)  353.286  (m)         1159.07   (f) ADJ UNCH    1 2
 LG0036
 LG0036.Superseded values are not recommended for survey control.
 LG0036
 LG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0036.See file dsdata.pdf to determine how the superseded data were derived.
 LG0036
 LG0036_MARKER: DB = BENCH MARK DISK
 LG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0036_STAMPING: 1158.577 V 12 1933
 LG0036_MARK LOGO: CGS
 LG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0036+STABILITY: SURFACE MOTION
 LG0036
 LG0036  HISTORY     - Date     Condition        Report By
 LG0036  HISTORY     - 1933     MONUMENTED       CGS
 LG0036  HISTORY     - 1940     GOOD             CGS
 LG0036  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG0036
 LG0036                          STATION DESCRIPTION
 LG0036
 LG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0036'2.2 MI W FROM PALMYRA.
 LG0036'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0036'FROM THE STATION AT PALMYRA, OTOE COUNTY, AT MILEAGE 41.3, AT THE
 LG0036'CROSSING OF A NORTH-AND-SOUTH ROAD, 66 FEET SOUTHEAST OF THE
 LG0036'CENTER OF THE CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LG0036'46 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 28 FEET EAST OF A
 LG0036'FENCE CORNER, 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 LG0036'3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0036'STAMPED 1158.577 V 12 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0036'PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- IT WAS REPORTED
 LG0036'IN AUGUST 1944 THAT THIS MARK HAS EVIDENTLY BEEN COVERED BY A
 LG0036'DIKE RECENTLY THROWN UP NEAR THE RAILROAD.  THE DIKE IS ON PRIVATE
 LG0036'PROPERTY BUT EXTENDS OVER ON THE RAILROAD RIGHT-OF-WAY.
 LG0036
 LG0036                          STATION RECOVERY (1966)
 LG0036
 LG0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0054 ***********************************************************************
 MM0054  CBN         -  This is a Cooperative Base Network Control Station.
 MM0054  DESIGNATION -  V 120
 MM0054  PID         -  MM0054
 MM0054  STATE/COUNTY-  NE/CUSTER
 MM0054  COUNTRY     -  US
 MM0054  USGS QUAD   -  ARNOLD (2017)
 MM0054
 MM0054                         *CURRENT SURVEY CONTROL
 MM0054  ______________________________________________________________________
 MM0054* NAD 83(2011) POSITION- 41 27 17.65342(N) 100 07 41.11586(W)   ADJUSTED
 MM0054* NAD 83(2011) ELLIP HT-   830.110 (meters)        (06/27/12)   ADJUSTED
 MM0054* NAD 83(2011) EPOCH   -  2010.00
 MM0054* NAVD 88 ORTHO HEIGHT -   852.191 (meters)     2795.90  (feet) ADJUSTED
 MM0054  ______________________________________________________________________
 MM0054  GEOID HEIGHT    -        -22.066 (meters)                     GEOID18
 MM0054  NAD 83(2011) X  -   -841,952.092 (meters)                     COMP
 MM0054  NAD 83(2011) Y  - -4,713,307.823 (meters)                     COMP
 MM0054  NAD 83(2011) Z  -  4,200,969.340 (meters)                     COMP
 MM0054  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 MM0054  DYNAMIC HEIGHT  -        851.734 (meters)     2794.40  (feet) COMP
 MM0054  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 MM0054
 MM0054  VERT ORDER      -  SECOND    CLASS 0
 MM0054
 MM0054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0054  Standards:
 MM0054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0054  -------------------------------------------------------------------
 MM0054  NETWORK    0.46   1.25           0.22   0.13   0.64     -0.03368988
 MM0054  -------------------------------------------------------------------
 MM0054  Click here for local accuracies and other accuracy information.
 MM0054
 MM0054.The horizontal coordinates were established by GPS observations
 MM0054.and adjusted by the National Geodetic Survey in June 2012.
 MM0054
 MM0054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0054.been affixed to the stable North American tectonic plate. See 
 MM0054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0054
 MM0054.The horizontal coordinates are valid at the epoch date displayed above
 MM0054.which is a decimal equivalence of Year/Month/Day.
 MM0054
 MM0054.The orthometric height was determined by differential leveling and
 MM0054.adjusted by the NATIONAL GEODETIC SURVEY
 MM0054.in June 1991.
 MM0054
 MM0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0054.GEOID18 height accuracy estimate available here.
 MM0054
 MM0054.Click photographs - Photos may exist for this station.
 MM0054
 MM0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0054
 MM0054.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0054
 MM0054.The ellipsoidal height was determined by GPS observations
 MM0054.and is referenced to NAD 83.
 MM0054
 MM0054.The dynamic height is computed by dividing the NAVD 88
 MM0054.geopotential number by the normal gravity value computed on the
 MM0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0054.degrees latitude (g = 980.6199 gals.).
 MM0054
 MM0054.The modeled gravity was interpolated from observed gravity values.
 MM0054
 MM0054. The following values were computed from the NAD 83(2011) position.
 MM0054
 MM0054;                    North         East     Units Scale Factor Converg.
 MM0054;SPC NE       -   180,043.156   489,301.402   MT  0.99965899   -0 05 05.6
 MM0054;SPC NE       -   590,691.59  1,605,316.35   sFT  0.99965899   -0 05 05.6
 MM0054;UTM  14      - 4,589,871.791   405,780.621   MT  0.99970925   -0 44 48.8
 MM0054
 MM0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0054!SPC NE       -   0.99986981  x   0.99965899  =   0.99952885
 MM0054!UTM  14      -   0.99986981  x   0.99970925  =   0.99957910
 MM0054
 MM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0578089871(NAD 83)
 MM0054
 MM0054                          SUPERSEDED SURVEY CONTROL
 MM0054
 MM0054  NAD 83(2007)-  41 27 17.65327(N)    100 07 41.11688(W) AD(2002.00) 0
 MM0054  ELLIP H (02/10/07)  830.135  (m)                       GP(2002.00)    
 MM0054  ELLIP H (09/24/01)  830.109  (m)                       GP(       ) 4 1
 MM0054  NAD 83(1995)-  41 27 17.65297(N)    100 07 41.11643(W) AD(       ) B
 MM0054  ELLIP H (06/25/96)  830.158  (m)                       GP(       ) 1 1
 MM0054  NAVD 88             852.19   (m)         2795.9    (f) LEVELING    3  
 MM0054  NGVD 29 (??/??/92)  851.944  (m)         2795.09   (f) ADJ UNCH    2 0
 MM0054
 MM0054.Superseded values are not recommended for survey control.
 MM0054
 MM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0054.See file dsdata.pdf to determine how the superseded data were derived.
 MM0054
 MM0054_MARKER: DB = BENCH MARK DISK
 MM0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0054_STAMPING: V 120 1934
 MM0054_MARK LOGO: CGS
 MM0054_PROJECTION: PROJECTING 9 CENTIMETERS
 MM0054_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0054+STABILITY: SURFACE MOTION
 MM0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0054+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2020
 MM0054
 MM0054  HISTORY     - Date     Condition        Report By
 MM0054  HISTORY     - 1934     MONUMENTED       CGS
 MM0054  HISTORY     - 19950523 GOOD             NGS
 MM0054  HISTORY     - 20180611 GOOD             NEGS
 MM0054  HISTORY     - 20200211 GOOD             NEGS
 MM0054
 MM0054                          STATION DESCRIPTION
 MM0054
 MM0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0054'5.2 MI NE FROM ARNOLD.
 MM0054'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE UNION
 MM0054'PACIFIC RAILROAD STATION AT ARNOLD, CUSTER COUNTY, ABOUT 60
 MM0054'FEET NORTH OF THE NORTHEAST CORNER OF A CEMETERY, AT A ROAD
 MM0054'CROSSING, ABOUT 125 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MM0054'AND 30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 MM0054'DISK, STAMPED V 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0054
 MM0054                          STATION RECOVERY (1995)
 MM0054
 MM0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0054'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF THE CUSTER-LOGAN
 MM0054'COUNTY LINE, 4.0 MI (6.4 KM) NORTHEAST OF ARNOLD, JUST NORTH OF A
 MM0054'SMALL CEMETERY, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE SW1/4, SEC7,
 MM0054'T17N, R24W.  TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 40
 MM0054'AND 92 IN ARNOLD, GO EAST AND NORTHEAST ON HIGHWAY 92 FOR 4.45 MI
 MM0054'(7.16 KM) TO A GRADED CROSSROAD, AT THE NORTH SIDE OF THE SMALL
 MM0054'CEMETERY.  TURN RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) TO THE
 MM0054'NORTHEAST CORNER OF THE CEMETERY, A CURVE IN THE ROAD AND THE MARK ON
 MM0054'THE LEFT, AT A FENCE CORNER POST.  THE DISK IS SET INTO THE TOP OF A
 MM0054'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE
 MM0054'GROUND.  IT IS 62.8 FT (19.1 M) NORTH-NORTHEAST OF THE NORTHEAST
 MM0054'CORNER OF THE CEMETERY FENCE, 48.2 FT (14.7 M) EAST OF THE EAST GATE
 MM0054'POST OF A WIRE GATE INTO A PASTURE, 42.3 FT (12.9 M) NORTH-NORTHWEST
 MM0054'OF A Y-FENCE CORNER, 31.0 FT (9.4 M) NORTHEAST OF THE CENTERLINE OF
 MM0054'THE CURVE OF THE ROAD, 1.8 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS
 MM0054'POST, 1.5 FT (0.5 M) SOUTH OF A FENCE CORNER POST AND ABOUT 3.0 FT
 MM0054'(0.9 M) HIGHER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE WEST SIDE OF
 MM0054'THE MARK.
 MM0054
 MM0054                          STATION RECOVERY (2018)
 MM0054
 MM0054'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 MM0054'FOUND IN GOOD CONDITION USING 1995 STATION RECOVERY.
 MM0054
 MM0054                          STATION RECOVERY (2020)
 MM0054
 MM0054'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 MM0054'TO REACH FROM THE JUNCTION OF N-40 AND N-92 IN ARNOLD, PROCEED ALONG
 MM0054'N-92 APPROXIMATELY 4.54 MI (7.30 KM) TO LOWER POWELL CANYON ROAD.
 MM0054'PROCEED EAST ALONG LOWER POWELL CANYON ROAD APPROXIMATELY 0.05 MI
 MM0054'(0.08 KM) TO THE MARK ON THE NORTH SIDE.
 MM0054'
 MM0054'IT IS 52.35 FT (16.0 M) SOUTH-SOUTHWEST OF A GUY WIRE ANCHOR AT GROUND
 MM0054'LEVEL, 48.2 FT (14.7 M) EAST OF THE EAST GATE POST OF A WIRE GATE INTO
 MM0054'A PASTURE, 47.43 FT (14.5 M) EAST OF A NAIL IN THE TOP OF AN EAST
 MM0054'BRACE POST, 42.3 FT (12.9 M) NORTH-NORTHWEST OF A Y-FENCE CORNER, 31.0
 MM0054'FT (9.4 M) NORTHEAST OF THE CENTERLINE OF THE CURVE OF THE ROAD, 1.8
 MM0054'FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST, 1.5 FT (0.5 M) SOUTH OF
 MM0054'A FENCE CORNER POST AND ABOUT 3.0 FT (0.9 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0226 ***********************************************************************
 NN0226  DESIGNATION -  V 121
 NN0226  PID         -  NN0226
 NN0226  STATE/COUNTY-  NE/HOLT
 NN0226  COUNTRY     -  US
 NN0226  USGS QUAD   -  O'NEILL SW (2017)
 NN0226
 NN0226                         *CURRENT SURVEY CONTROL
 NN0226  ______________________________________________________________________
 NN0226* NAD 83(1986) POSITION- 42 15 03.     (N) 098 39 05.     (W)   SCALED
 NN0226* NAVD 88 ORTHO HEIGHT -   629.256 (meters)     2064.48  (feet) ADJUSTED
 NN0226  ______________________________________________________________________
 NN0226  GEOID HEIGHT    -        -24.082 (meters)                     GEOID18
 NN0226  DYNAMIC HEIGHT  -        629.002 (meters)     2063.65  (feet) COMP
 NN0226  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 NN0226
 NN0226  VERT ORDER      -  SECOND    CLASS 0
 NN0226
 NN0226.The horizontal coordinates were scaled from a map and have
 NN0226.an estimated accuracy of +/- 6 seconds.
 NN0226
 NN0226.The orthometric height was determined by differential leveling and
 NN0226.adjusted by the NATIONAL GEODETIC SURVEY
 NN0226.in June 1991.
 NN0226
 NN0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0226.GEOID18 height accuracy estimate available here.
 NN0226
 NN0226.Click photographs - Photos may exist for this station.
 NN0226
 NN0226.The dynamic height is computed by dividing the NAVD 88
 NN0226.geopotential number by the normal gravity value computed on the
 NN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0226.degrees latitude (g = 980.6199 gals.).
 NN0226
 NN0226.The modeled gravity was interpolated from observed gravity values.
 NN0226
 NN0226;                    North         East    Units  Estimated Accuracy
 NN0226;SPC NE       -   269,280.      611,260.      MT  (+/- 180 meters Scaled)
 NN0226
 NN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287776(NAD 83)
 NN0226
 NN0226                          SUPERSEDED SURVEY CONTROL
 NN0226
 NN0226  NGVD 29 (??/??/92)  629.039  (m)         2063.77   (f) ADJ UNCH    2 0
 NN0226
 NN0226.Superseded values are not recommended for survey control.
 NN0226
 NN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0226.See file dsdata.pdf to determine how the superseded data were derived.
 NN0226
 NN0226_MARKER: DB = BENCH MARK DISK
 NN0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0226_STAMPING: V 121 1935
 NN0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0226+STABILITY: SURFACE MOTION
 NN0226
 NN0226  HISTORY     - Date     Condition        Report By
 NN0226  HISTORY     - 1935     MONUMENTED       CGS
 NN0226  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0226
 NN0226                          STATION DESCRIPTION
 NN0226
 NN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0226'13.6 MI S FROM O NEILL.
 NN0226'13.6 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 NN0226'AT O NEILL, HOLT COUNTY, 0.3 MILE SOUTH OF THE BRUNNER FARM,
 NN0226'NEAR THE MIDDLE OF A LONG HILL, 39.5 FEET WEST OF THE CENTER
 NN0226'LINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 NN0226'A STANDARD DISK, STAMPED V 121 1935 AND SET IN THE TOP OF A
 NN0226'CONCRETE POST.  NOTE-- BUT THE SITE LOCATION WILL NOT BE INVOLVED
 NN0226'IN HIGHWAY CONSTRUCTION, SO THIS MARK MAY BE IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0578 ***********************************************************************
 LH0578  DESIGNATION -  V 122
 LH0578  PID         -  LH0578
 LH0578  STATE/COUNTY-  NE/BUFFALO
 LH0578  COUNTRY     -  US
 LH0578  USGS QUAD   -  PLEASANTON SE (2017)
 LH0578
 LH0578                         *CURRENT SURVEY CONTROL
 LH0578  ______________________________________________________________________
 LH0578* NAD 83(1986) POSITION- 40 50 22.     (N) 099 05 01.     (W)   SCALED
 LH0578* NAVD 88 ORTHO HEIGHT -   682.002 (meters)     2237.53  (feet) ADJUSTED
 LH0578  ______________________________________________________________________
 LH0578  GEOID HEIGHT    -        -24.151 (meters)                     GEOID18
 LH0578  DYNAMIC HEIGHT  -        681.626 (meters)     2236.30  (feet) COMP
 LH0578  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 LH0578
 LH0578  VERT ORDER      -  SECOND    CLASS 0
 LH0578
 LH0578.The horizontal coordinates were scaled from a map and have
 LH0578.an estimated accuracy of +/- 6 seconds.
 LH0578
 LH0578.The orthometric height was determined by differential leveling and
 LH0578.adjusted by the NATIONAL GEODETIC SURVEY
 LH0578.in June 1991.
 LH0578
 LH0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0578.GEOID18 height accuracy estimate available here.
 LH0578
 LH0578.Click photographs - Photos may exist for this station.
 LH0578
 LH0578.The dynamic height is computed by dividing the NAVD 88
 LH0578.geopotential number by the normal gravity value computed on the
 LH0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0578.degrees latitude (g = 980.6199 gals.).
 LH0578
 LH0578.The modeled gravity was interpolated from observed gravity values.
 LH0578
 LH0578;                    North         East    Units  Estimated Accuracy
 LH0578;SPC NE       -   112,120.      577,270.      MT  (+/- 180 meters Scaled)
 LH0578
 LH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929209(NAD 83)
 LH0578
 LH0578                          SUPERSEDED SURVEY CONTROL
 LH0578
 LH0578  NGVD 29 (??/??/92)  681.760  (m)         2236.74   (f) ADJ UNCH    2 0
 LH0578
 LH0578.Superseded values are not recommended for survey control.
 LH0578
 LH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0578.See file dsdata.pdf to determine how the superseded data were derived.
 LH0578
 LH0578_MARKER: DB = BENCH MARK DISK
 LH0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0578_STAMPING: V 122 1935
 LH0578_MARK LOGO: CGS
 LH0578_PROJECTION: FLUSH
 LH0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0578+STABILITY: SURFACE MOTION
 LH0578
 LH0578  HISTORY     - Date     Condition        Report By
 LH0578  HISTORY     - 1935     MONUMENTED       CGS
 LH0578  HISTORY     - 1949     GOOD             CGS
 LH0578
 LH0578                          STATION DESCRIPTION
 LH0578
 LH0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0578'8.8 MI S FROM PLEASANTON.
 LH0578'8.8 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0578'PLEASANTON, BUFFALO COUNTY, 10.1 MILES NORTH OF THE POST OFFICE
 LH0578'AT KEARNEY, 0.4 MILE SOUTH OF THE NORTHWEST CORNER OF SECTION
 LH0578'11, T 10 N, R 16 W, 0.1 MILE SOUTHEAST OF A WHITE FARMHOUSE
 LH0578'ON THE WEST SIDE OF THE HIGHWAY, 323 FEET SOUTHWEST OF A LONE
 LH0578'TREE IN A CULTIVATED FIELD, 43 FEET EAST OF THE CENTER LINE
 LH0578'OF THE HIGHWAY, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND
 LH0578'IN THE EAST RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 LH0578'V 122 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LH0578'GROUND.
 LH0578
 LH0578                          STATION RECOVERY (1949)
 LH0578
 LH0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0495 ***********************************************************************
 ML0495  DESIGNATION -  V 125
 ML0495  PID         -  ML0495
 ML0495  STATE/COUNTY-  NE/VALLEY
 ML0495  COUNTRY     -  US
 ML0495  USGS QUAD   -  ORD NW (2017)
 ML0495
 ML0495                         *CURRENT SURVEY CONTROL
 ML0495  ______________________________________________________________________
 ML0495* NAD 83(1986) POSITION- 41 38 00.     (N) 098 57 24.     (W)   SCALED
 ML0495* NAVD 88 ORTHO HEIGHT -   631.613 (meters)     2072.22  (feet) ADJUSTED
 ML0495  ______________________________________________________________________
 ML0495  GEOID HEIGHT    -        -23.898 (meters)                     GEOID18
 ML0495  DYNAMIC HEIGHT  -        631.303 (meters)     2071.20  (feet) COMP
 ML0495  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 ML0495
 ML0495  VERT ORDER      -  SECOND    CLASS 0
 ML0495
 ML0495.The horizontal coordinates were scaled from a map and have
 ML0495.an estimated accuracy of +/- 6 seconds.
 ML0495
 ML0495.The orthometric height was determined by differential leveling and
 ML0495.adjusted by the NATIONAL GEODETIC SURVEY
 ML0495.in June 1991.
 ML0495
 ML0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0495.GEOID18 height accuracy estimate available here.
 ML0495
 ML0495.Click photographs - Photos may exist for this station.
 ML0495
 ML0495.The dynamic height is computed by dividing the NAVD 88
 ML0495.geopotential number by the normal gravity value computed on the
 ML0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0495.degrees latitude (g = 980.6199 gals.).
 ML0495
 ML0495.The modeled gravity was interpolated from observed gravity values.
 ML0495
 ML0495;                    North         East    Units  Estimated Accuracy
 ML0495;SPC NE       -   200,370.      586,900.      MT  (+/- 180 meters Scaled)
 ML0495
 ML0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM036090(NAD 83)
 ML0495
 ML0495                          SUPERSEDED SURVEY CONTROL
 ML0495
 ML0495  NGVD 29 (??/??/92)  631.355  (m)         2071.37   (f) ADJ UNCH    2 0
 ML0495
 ML0495.Superseded values are not recommended for survey control.
 ML0495
 ML0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0495.See file dsdata.pdf to determine how the superseded data were derived.
 ML0495
 ML0495_MARKER: DB = BENCH MARK DISK
 ML0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0495_STAMPING: V 125 1935
 ML0495_MARK LOGO: CGS
 ML0495_PROJECTION: FLUSH
 ML0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0495+STABILITY: SURFACE MOTION
 ML0495
 ML0495  HISTORY     - Date     Condition        Report By
 ML0495  HISTORY     - 1935     MONUMENTED       CGS
 ML0495  HISTORY     - 1950     GOOD             CGS
 ML0495  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0495
 ML0495                          STATION DESCRIPTION
 ML0495
 ML0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0495'2.4 MI NW FROM ORD.
 ML0495'2.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0495'RAILROAD FROM THE STATION AT ORD, 0.3 MILE NORTHWEST OF MILEPOST
 ML0495'26, 275 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RAILROAD
 ML0495'TRESTLE 26.38, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39.4
 ML0495'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 11, 30
 ML0495'FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WITNESS
 ML0495'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 ML0495'THE GROUND.
 ML0495
 ML0495                          STATION RECOVERY (1985)
 ML0495
 ML0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0249 ***********************************************************************
 NN0249  DESIGNATION -  V 126
 NN0249  PID         -  NN0249
 NN0249  STATE/COUNTY-  NE/HOLT
 NN0249  COUNTRY     -  US
 NN0249  USGS QUAD   -  AMELIA (2017)
 NN0249
 NN0249                         *CURRENT SURVEY CONTROL
 NN0249  ______________________________________________________________________
 NN0249* NAD 83(1986) POSITION- 42 14 00.     (N) 098 57 47.     (W)   SCALED
 NN0249* NAVD 88 ORTHO HEIGHT -   678.114 (meters)     2224.78  (feet) ADJUSTED
 NN0249  ______________________________________________________________________
 NN0249  GEOID HEIGHT    -        -23.748 (meters)                     GEOID18
 NN0249  DYNAMIC HEIGHT  -        677.820 (meters)     2223.81  (feet) COMP
 NN0249  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 NN0249
 NN0249  VERT ORDER      -  SECOND    CLASS 0
 NN0249
 NN0249.The horizontal coordinates were scaled from a map and have
 NN0249.an estimated accuracy of +/- 6 seconds.
 NN0249
 NN0249.The orthometric height was determined by differential leveling and
 NN0249.adjusted by the NATIONAL GEODETIC SURVEY
 NN0249.in June 1991.
 NN0249
 NN0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0249.GEOID18 height accuracy estimate available here.
 NN0249
 NN0249.Click photographs - Photos may exist for this station.
 NN0249
 NN0249.The dynamic height is computed by dividing the NAVD 88
 NN0249.geopotential number by the normal gravity value computed on the
 NN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0249.degrees latitude (g = 980.6199 gals.).
 NN0249
 NN0249.The modeled gravity was interpolated from observed gravity values.
 NN0249
 NN0249;                    North         East    Units  Estimated Accuracy
 NN0249;SPC NE       -   266,980.      585,570.      MT  (+/- 180 meters Scaled)
 NN0249
 NN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030756(NAD 83)
 NN0249
 NN0249                          SUPERSEDED SURVEY CONTROL
 NN0249
 NN0249  NGVD 29 (??/??/92)  677.866  (m)         2223.97   (f) ADJ UNCH    2 0
 NN0249
 NN0249.Superseded values are not recommended for survey control.
 NN0249
 NN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0249.See file dsdata.pdf to determine how the superseded data were derived.
 NN0249
 NN0249_MARKER: DB = BENCH MARK DISK
 NN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0249_STAMPING: V-126 1935
 NN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0249+STABILITY: SURFACE MOTION
 NN0249
 NN0249  HISTORY     - Date     Condition        Report By
 NN0249  HISTORY     - 1935     MONUMENTED       CGS
 NN0249
 NN0249                          STATION DESCRIPTION
 NN0249
 NN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0249'19.8 MI S FROM ATKINSON.
 NN0249'19.85 MILES SOUTH OF THE POST OFFICE BY HIGHWAY ALONG STATE
 NN0249'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 0.35 MILE NORTH OF
 NN0249'PLACE WHERE PAVEMENT BEGINS ON THE HIGHWAY, 40.5 FEET EAST OF THE
 NN0249'CENTER LINE OF THE HIGHWAY, 31.8 FEET NORTH OF THE CENTER LINE
 NN0249'OF ROAD WHICH LEADS TO AMELIA, AND ABOUT 4 FEET SOUTHEAST OF
 NN0249'CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0250 ***********************************************************************
 NN0250  DESIGNATION -  V 126 RESET
 NN0250  PID         -  NN0250
 NN0250  STATE/COUNTY-  NE/HOLT
 NN0250  COUNTRY     -  US
 NN0250  USGS QUAD   -  AMELIA (2017)
 NN0250
 NN0250                         *CURRENT SURVEY CONTROL
 NN0250  ______________________________________________________________________
 NN0250* NAD 83(1986) POSITION- 42 14 00.     (N) 098 57 47.     (W)   SCALED
 NN0250* NAVD 88 ORTHO HEIGHT -   678.55  (meters)     2226.2   (feet) RESET
 NN0250  ______________________________________________________________________
 NN0250  GEOID HEIGHT    -        -23.748 (meters)                     GEOID18
 NN0250  VERT ORDER      -  THIRD
 NN0250
 NN0250.The horizontal coordinates were scaled from a map and have
 NN0250.an estimated accuracy of +/- 6 seconds.
 NN0250
 NN0250.The orthometric height was computed from unverified reset data.
 NN0250
 NN0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0250.GEOID18 height accuracy estimate available here.
 NN0250
 NN0250.Click photographs - Photos may exist for this station.
 NN0250
 NN0250;                    North         East    Units  Estimated Accuracy
 NN0250;SPC NE       -   266,980.      585,570.      MT  (+/- 180 meters Scaled)
 NN0250
 NN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030756(NAD 83)
 NN0250
 NN0250                          SUPERSEDED SURVEY CONTROL
 NN0250
 NN0250  NGVD 29 (??/??/??)  678.30   (m)         2225.4    (f) RESET       3  
 NN0250
 NN0250.Superseded values are not recommended for survey control.
 NN0250
 NN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0250.See file dsdata.pdf to determine how the superseded data were derived.
 NN0250
 NN0250_MARKER: DB = BENCH MARK DISK
 NN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0250_STAMPING: V 126 RESET 1936
 NN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0250+STABILITY: SURFACE MOTION
 NN0250
 NN0250  HISTORY     - Date     Condition        Report By
 NN0250  HISTORY     - 1936     MONUMENTED       CGS
 NN0250  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0250
 NN0250                          STATION DESCRIPTION
 NN0250
 NN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NN0250'19.8 MI S FROM ATKINSON.
 NN0250'19.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0250'ATKINSON, HOLT COUNTY, 0.4 MILE NORTH OF THE BEGINNING OF THE
 NN0250'PAVEMENT, IN THE SOUTHEAST CORNER OF SECTION 8, T 26 N, R 14 W,
 NN0250'AT THE JUNCTION OF THE AMELIA ROAD, AND 49 FEET NORTHWEST OF THE
 NN0250'CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED V 126 RESET
 NN0250'1936 AND SET IN THE TOP OF A CONCRETE POST.
 NN0250
 NN0250                          STATION RECOVERY (1964)
 NN0250
 NN0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0119 ***********************************************************************
 NN0119  DESIGNATION -  V 127
 NN0119  PID         -  NN0119
 NN0119  STATE/COUNTY-  NE/HOLT
 NN0119  COUNTRY     -  US
 NN0119  USGS QUAD   -  EWING SW (2017)
 NN0119
 NN0119                         *CURRENT SURVEY CONTROL
 NN0119  ______________________________________________________________________
 NN0119* NAD 83(1986) POSITION- 42 18 26.     (N) 098 25 01.     (W)   SCALED
 NN0119* NAVD 88 ORTHO HEIGHT -   576.797 (meters)     1892.37  (feet) ADJUSTED
 NN0119  ______________________________________________________________________
 NN0119  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 NN0119  DYNAMIC HEIGHT  -        576.562 (meters)     1891.60  (feet) COMP
 NN0119  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 NN0119
 NN0119  VERT ORDER      -  SECOND    CLASS 0
 NN0119
 NN0119.The horizontal coordinates were scaled from a map and have
 NN0119.an estimated accuracy of +/- 6 seconds.
 NN0119
 NN0119.The orthometric height was determined by differential leveling and
 NN0119.adjusted by the NATIONAL GEODETIC SURVEY
 NN0119.in June 1991.
 NN0119
 NN0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0119.GEOID18 height accuracy estimate available here.
 NN0119
 NN0119.Click photographs - Photos may exist for this station.
 NN0119
 NN0119.The dynamic height is computed by dividing the NAVD 88
 NN0119.geopotential number by the normal gravity value computed on the
 NN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0119.degrees latitude (g = 980.6199 gals.).
 NN0119
 NN0119.The modeled gravity was interpolated from observed gravity values.
 NN0119
 NN0119;                    North         East    Units  Estimated Accuracy
 NN0119;SPC NE       -   275,870.      630,490.      MT  (+/- 180 meters Scaled)
 NN0119
 NN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM480840(NAD 83)
 NN0119
 NN0119                          SUPERSEDED SURVEY CONTROL
 NN0119
 NN0119  NGVD 29 (??/??/92)  576.581  (m)         1891.67   (f) ADJ UNCH    2 0
 NN0119
 NN0119.Superseded values are not recommended for survey control.
 NN0119
 NN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0119.See file dsdata.pdf to determine how the superseded data were derived.
 NN0119
 NN0119_MARKER: DB = BENCH MARK DISK
 NN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0119_STAMPING: V 127 1935
 NN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0119+STABILITY: SURFACE MOTION
 NN0119
 NN0119  HISTORY     - Date     Condition        Report By
 NN0119  HISTORY     - 1935     MONUMENTED       CGS
 NN0119  HISTORY     - 1962     MARK NOT FOUND   CGS
 NN0119
 NN0119                          STATION DESCRIPTION
 NN0119
 NN0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0119'2.2 MI SE FROM STAFFORD.
 NN0119'2.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0119'FROM THE STATION AT STAFFORD, HOLT COUNTY, 0.2 MILE EAST OF
 NN0119'BRIDGE 271, AT A ROAD CROSSING, 102.8 FEET SOUTHEAST OF THE
 NN0119'CENTER LINE OF THE ROAD, 38.5 FEET SOUTHWEST OF THE SOUTHWEST
 NN0119'RAIL OF THE MAIN TRACK, 9.2 FEET EAST OF A RIGHT-OF-WAY FENCE
 NN0119'CORNER, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 NN0119'DISK, STAMPED V 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0119
 NN0119                          STATION RECOVERY (1962)
 NN0119
 NN0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1336 ***********************************************************************
 NM1336  DESIGNATION -  V 128
 NM1336  PID         -  NM1336
 NM1336  STATE/COUNTY-  NE/MADISON
 NM1336  COUNTRY     -  US
 NM1336  USGS QUAD   -  PIERCE SE (2017)
 NM1336
 NM1336                         *CURRENT SURVEY CONTROL
 NM1336  ______________________________________________________________________
 NM1336* NAD 83(1986) POSITION- 42 00 13.     (N) 097 37 24.     (W)   SCALED
 NM1336* NAVD 88 ORTHO HEIGHT -   487.191 (meters)     1598.39  (feet) ADJUSTED
 NM1336  ______________________________________________________________________
 NM1336  GEOID HEIGHT    -        -24.733 (meters)                     GEOID18
 NM1336  DYNAMIC HEIGHT  -        486.996 (meters)     1597.75  (feet) COMP
 NM1336  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 NM1336
 NM1336  VERT ORDER      -  SECOND    CLASS 0
 NM1336
 NM1336.The horizontal coordinates were scaled from a map and have
 NM1336.an estimated accuracy of +/- 6 seconds.
 NM1336
 NM1336.The orthometric height was determined by differential leveling and
 NM1336.adjusted by the NATIONAL GEODETIC SURVEY
 NM1336.in June 1991.
 NM1336
 NM1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1336.GEOID18 height accuracy estimate available here.
 NM1336
 NM1336.Click photographs - Photos may exist for this station.
 NM1336
 NM1336.The dynamic height is computed by dividing the NAVD 88
 NM1336.geopotential number by the normal gravity value computed on the
 NM1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1336.degrees latitude (g = 980.6199 gals.).
 NM1336
 NM1336.The modeled gravity was interpolated from observed gravity values.
 NM1336
 NM1336;                    North         East    Units  Estimated Accuracy
 NM1336;SPC NE       -   243,660.      696,810.      MT  (+/- 180 meters Scaled)
 NM1336
 NM1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM140510(NAD 83)
 NM1336
 NM1336                          SUPERSEDED SURVEY CONTROL
 NM1336
 NM1336  NGVD 29 (??/??/92)  487.003  (m)         1597.78   (f) ADJ UNCH    2 0
 NM1336
 NM1336.Superseded values are not recommended for survey control.
 NM1336
 NM1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1336.See file dsdata.pdf to determine how the superseded data were derived.
 NM1336
 NM1336_MARKER: DB = BENCH MARK DISK
 NM1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1336_STAMPING: V 128 1935
 NM1336_MARK LOGO: CGS
 NM1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1336+STABILITY: SURFACE MOTION
 NM1336
 NM1336  HISTORY     - Date     Condition        Report By
 NM1336  HISTORY     - 1935     MONUMENTED       CGS
 NM1336
 NM1336                          STATION DESCRIPTION
 NM1336
 NM1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1336'1.2 MI NW FROM BATTLE CREEK.
 NM1336'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN
 NM1336'AND NORFOLK, 37.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NM1336'TRACK, 33.6 FEET NORTH OF THE CENTER LINE OF ROAD RUNNING AT AN
 NM1336'ANGLE, 5.9 FEET NORTH OF THE RIGHT OF WAY FENCE, IN LINE WITH THE
 NM1336'RAILROAD TELEGRAPH POLES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0305 ***********************************************************************
 LG0305  DESIGNATION -  V 13
 LG0305  PID         -  LG0305
 LG0305  STATE/COUNTY-  NE/LANCASTER
 LG0305  COUNTRY     -  US
 LG0305  USGS QUAD   -  LINCOLN (2017)
 LG0305
 LG0305                         *CURRENT SURVEY CONTROL
 LG0305  ______________________________________________________________________
 LG0305* NAD 83(1986) POSITION- 40 47 29.85   (N) 096 42 10.47   (W)   HD_HELD1
 LG0305* NAVD 88 ORTHO HEIGHT -   363.399 (meters)     1192.25  (feet) ADJUSTED
 LG0305  ______________________________________________________________________
 LG0305  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 LG0305  DYNAMIC HEIGHT  -        363.240 (meters)     1191.73  (feet) COMP
 LG0305  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 LG0305
 LG0305  VERT ORDER      -  FIRST     CLASS II
 LG0305
 LG0305.The horizontal coordinates were determined by differentially corrected
 LG0305.hand held GPS observations or other comparable positioning techniques
 LG0305.and have an estimated accuracy of +/- 3 meters.
 LG0305
 LG0305.The orthometric height was determined by differential leveling and
 LG0305.adjusted by the NATIONAL GEODETIC SURVEY
 LG0305.in May 1993.
 LG0305
 LG0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0305.GEOID18 height accuracy estimate available here.
 LG0305
 LG0305.Click photographs - Photos may exist for this station.
 LG0305
 LG0305.The dynamic height is computed by dividing the NAVD 88
 LG0305.geopotential number by the normal gravity value computed on the
 LG0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0305.degrees latitude (g = 980.6199 gals.).
 LG0305
 LG0305.The modeled gravity was interpolated from observed gravity values.
 LG0305
 LG0305;                    North         East    Units  Estimated Accuracy
 LG0305;SPC NE       -   111,701.0     778,132.2     MT  (+/- 3 meters HH1 GPS) 
 LG0305
 LG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9380318164(NAD 83)
 LG0305
 LG0305                          SUPERSEDED SURVEY CONTROL
 LG0305
 LG0305  NAVD 88 (06/15/91)  363.352  (m)         1192.10   (f) SUPERSEDED  1 2
 LG0305  NGVD 29 (??/??/92)  363.254  (m)         1191.78   (f) ADJ UNCH    1 2
 LG0305
 LG0305.Superseded values are not recommended for survey control.
 LG0305
 LG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0305.See file dsdata.pdf to determine how the superseded data were derived.
 LG0305
 LG0305_MARKER: DB = BENCH MARK DISK
 LG0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0305_STAMPING: V 13 1933 1191.313
 LG0305_MARK LOGO: CGS
 LG0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0305+STABILITY: SURFACE MOTION
 LG0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0305+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0305
 LG0305  HISTORY     - Date     Condition        Report By
 LG0305  HISTORY     - 1933     MONUMENTED       CGS
 LG0305  HISTORY     - 1940     GOOD             CGS
 LG0305  HISTORY     - 1990     GOOD             USPSQD
 LG0305  HISTORY     - 19911023 GOOD             NGS
 LG0305  HISTORY     - 20030809 GOOD             USPSQD
 LG0305  HISTORY     - 20050312 GOOD             GEOCAC
 LG0305
 LG0305                          STATION DESCRIPTION
 LG0305
 LG0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0305'AT LINCOLN.
 LG0305'AT LINCOLN, LANCASTER COUNTY, AT ST. ELIZABETH HOSPITAL, IN
 LG0305'THE NORTHEAST CORNER OF THE PROPERTY, 50 FEET SOUTH OF THE
 LG0305'SOUTH CURB OF SOUTH STREET, AND 33 FEET WEST OF THE WEST CURB
 LG0305'OF SOUTH THIRTEENTH STREET.  A STANDARD DISK, STAMPED 1191.313
 LG0305'V 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0305'0.4 FOOT ABOVE GROUND.
 LG0305
 LG0305                          STATION RECOVERY (1990)
 LG0305
 LG0305'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0305'RECOVERED IN GOOD CONDITION.
 LG0305
 LG0305                          STATION RECOVERY (1991)
 LG0305
 LG0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0305'IN LINCOLN, AT THE INTERSECTION OF SOUTH 13TH AND SOUTH STREETS, 15.5
 LG0305'M (50.9 FT) SOUTH OF THE CENTERLINE OF SOUTH STREET, 8.2 M (26.9 FT)
 LG0305'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF 13TH STREET, 1.2 M
 LG0305'(3.9 FT) EAST OF A CHAIN-LINK FENCE, 0.3 M (1.0 FT) WEST OF THE WEST
 LG0305'EDGE OF A SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF 13TH STREET,
 LG0305'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 LG0305
 LG0305                          STATION RECOVERY (2003)
 LG0305
 LG0305'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0305'RECOVERED IN GOOD CONDITION.
 LG0305
 LG0305                          STATION RECOVERY (2005)
 LG0305
 LG0305'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0881 ***********************************************************************
 MK0881  DESIGNATION -  V 130
 MK0881  PID         -  MK0881
 MK0881  STATE/COUNTY-  NE/DODGE
 MK0881  COUNTRY     -  US
 MK0881  USGS QUAD   -  MALMO NW (2017)
 MK0881
 MK0881                         *CURRENT SURVEY CONTROL
 MK0881  ______________________________________________________________________
 MK0881* NAD 83(1986) POSITION- 41 27 08.     (N) 096 37 35.     (W)   SCALED
 MK0881* NAVD 88 ORTHO HEIGHT -   375.000 (meters)     1230.31  (feet) ADJUSTED
 MK0881  ______________________________________________________________________
 MK0881  GEOID HEIGHT    -        -26.637 (meters)                     GEOID18
 MK0881  DYNAMIC HEIGHT  -        374.836 (meters)     1229.77  (feet) COMP
 MK0881  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 MK0881
 MK0881  VERT ORDER      -  SECOND    CLASS 0
 MK0881
 MK0881.The horizontal coordinates were scaled from a map and have
 MK0881.an estimated accuracy of +/- 6 seconds.
 MK0881
 MK0881.The orthometric height was determined by differential leveling and
 MK0881.adjusted by the NATIONAL GEODETIC SURVEY
 MK0881.in June 1991.
 MK0881
 MK0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0881.GEOID18 height accuracy estimate available here.
 MK0881
 MK0881.Click photographs - Photos may exist for this station.
 MK0881
 MK0881.The dynamic height is computed by dividing the NAVD 88
 MK0881.geopotential number by the normal gravity value computed on the
 MK0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0881.degrees latitude (g = 980.6199 gals.).
 MK0881
 MK0881.The modeled gravity was interpolated from observed gravity values.
 MK0881
 MK0881;                    North         East    Units  Estimated Accuracy
 MK0881;SPC NE       -   185,240.      781,720.      MT  (+/- 180 meters Scaled)
 MK0881
 MK0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982916(NAD 83)
 MK0881
 MK0881                          SUPERSEDED SURVEY CONTROL
 MK0881
 MK0881  NGVD 29 (??/??/92)  374.853  (m)         1229.83   (f) ADJ UNCH    2 0
 MK0881
 MK0881.Superseded values are not recommended for survey control.
 MK0881
 MK0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0881.See file dsdata.pdf to determine how the superseded data were derived.
 MK0881
 MK0881_MARKER: DB = BENCH MARK DISK
 MK0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0881_STAMPING: V 130 1935
 MK0881_MARK LOGO: CGS
 MK0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0881+STABILITY: SURFACE MOTION
 MK0881
 MK0881  HISTORY     - Date     Condition        Report By
 MK0881  HISTORY     - 1935     MONUMENTED       CGS
 MK0881  HISTORY     - 1966     MARK NOT FOUND   CGS
 MK0881
 MK0881                          STATION DESCRIPTION
 MK0881
 MK0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0881'IN AMES.
 MK0881'IN AMES, ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND
 MK0881'FREEMONT, NEBRASKA, NEAR AMES DEPOT.  37.2 FEET EAST OF EAST
 MK0881'SIDE OF STATION, 12 FEET SOUTH OF SIDE TRACK, AND 4.7 FEET NORTH
 MK0881'OF NORTH RAIL OF MAIN TRACK.
 MK0881
 MK0881                          STATION RECOVERY (1966)
 MK0881
 MK0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0881'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0106 ***********************************************************************
 MK0106  DESIGNATION -  V 131
 MK0106  PID         -  MK0106
 MK0106  STATE/COUNTY-  NE/DODGE
 MK0106  COUNTRY     -  US
 MK0106  USGS QUAD   -  NICKERSON (2017)
 MK0106
 MK0106                         *CURRENT SURVEY CONTROL
 MK0106  ______________________________________________________________________
 MK0106* NAD 83(1986) POSITION- 41 33 17.     (N) 096 28 26.     (W)   SCALED
 MK0106* NAVD 88 ORTHO HEIGHT -   368.140 (meters)     1207.81  (feet) ADJUSTED
 MK0106  ______________________________________________________________________
 MK0106  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 MK0106  DYNAMIC HEIGHT  -        367.987 (meters)     1207.30  (feet) COMP
 MK0106  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 MK0106
 MK0106  VERT ORDER      -  SECOND    CLASS 0
 MK0106
 MK0106.The horizontal coordinates were scaled from a map and have
 MK0106.an estimated accuracy of +/- 6 seconds.
 MK0106
 MK0106.The orthometric height was determined by differential leveling and
 MK0106.adjusted by the NATIONAL GEODETIC SURVEY
 MK0106.in June 1991.
 MK0106
 MK0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0106.GEOID18 height accuracy estimate available here.
 MK0106
 MK0106.Click photographs - Photos may exist for this station.
 MK0106
 MK0106.The dynamic height is computed by dividing the NAVD 88
 MK0106.geopotential number by the normal gravity value computed on the
 MK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0106.degrees latitude (g = 980.6199 gals.).
 MK0106
 MK0106.The modeled gravity was interpolated from observed gravity values.
 MK0106
 MK0106;                    North         East    Units  Estimated Accuracy
 MK0106;SPC NE       -   197,110.      793,990.      MT  (+/- 180 meters Scaled)
 MK0106
 MK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM106034(NAD 83)
 MK0106
 MK0106                          SUPERSEDED SURVEY CONTROL
 MK0106
 MK0106  NGVD 29 (??/??/92)  368.004  (m)         1207.36   (f) ADJ UNCH    2 0
 MK0106
 MK0106.Superseded values are not recommended for survey control.
 MK0106
 MK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0106.See file dsdata.pdf to determine how the superseded data were derived.
 MK0106
 MK0106_MARKER: DB = BENCH MARK DISK
 MK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0106_STAMPING: V 131 1934
 MK0106_MARK LOGO: CGS
 MK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0106+STABILITY: SURFACE MOTION
 MK0106
 MK0106  HISTORY     - Date     Condition        Report By
 MK0106  HISTORY     - 1934     MONUMENTED       CGS
 MK0106  HISTORY     - 1947     GOOD             CGS
 MK0106
 MK0106                          STATION DESCRIPTION
 MK0106
 MK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0106'1.5 MI N FROM NICKERSON.
 MK0106'1.5 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0106'FROM THE STATION AT NICKERSON, AT THE TOP OF A SMALL BUT PROMINENT
 MK0106'HILL, 168.0 FEET WEST OF THE WEST RAIL OF THE CHICAGO, BURLINGTON
 MK0106'AND QUINCY RAILROAD, 40.3 FEET WEST OF THE WEST RAIL OF THE
 MK0106'CHICAGO AND NORTH WESTERN RAILWAY, 38.0 FEET EAST OF THE CENTER OF
 MK0106'A NORTH-SOUTH GRAVEL ROAD, 26.2 FEET NORTH OF A TELEPHONE POLE,
 MK0106'2.5 FEET WEST OF A POINT IN LINE WITH A ROW OF TELEPHONE POLES,
 MK0106'1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0106'THE SAME ELEVATION AS THE TRACKS AND PROJECTING 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1100 ***********************************************************************
 MK1100  DESIGNATION -  V 132
 MK1100  PID         -  MK1100
 MK1100  STATE/COUNTY-  NE/DODGE
 MK1100  COUNTRY     -  US
 MK1100  USGS QUAD   -  SNYDER (2017)
 MK1100
 MK1100                         *CURRENT SURVEY CONTROL
 MK1100  ______________________________________________________________________
 MK1100* NAD 83(1986) POSITION- 41 42 00.     (N) 096 46 16.     (W)   SCALED
 MK1100* NAVD 88 ORTHO HEIGHT -   398.126 (meters)     1306.19  (feet) ADJUSTED
 MK1100  ______________________________________________________________________
 MK1100  GEOID HEIGHT    -        -25.572 (meters)                     GEOID18
 MK1100  DYNAMIC HEIGHT  -        397.973 (meters)     1305.68  (feet) COMP
 MK1100  MODELED GRAVITY -    980,227.0   (mgal)                       NAVD 88
 MK1100
 MK1100  VERT ORDER      -  SECOND    CLASS 0
 MK1100
 MK1100.The horizontal coordinates were scaled from a map and have
 MK1100.an estimated accuracy of +/- 6 seconds.
 MK1100
 MK1100.The orthometric height was determined by differential leveling and
 MK1100.adjusted by the NATIONAL GEODETIC SURVEY
 MK1100.in June 1991.
 MK1100
 MK1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1100.GEOID18 height accuracy estimate available here.
 MK1100
 MK1100.Click photographs - Photos may exist for this station.
 MK1100
 MK1100.The dynamic height is computed by dividing the NAVD 88
 MK1100.geopotential number by the normal gravity value computed on the
 MK1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1100.degrees latitude (g = 980.6199 gals.).
 MK1100
 MK1100.The modeled gravity was interpolated from observed gravity values.
 MK1100
 MK1100;                    North         East    Units  Estimated Accuracy
 MK1100;SPC NE       -   212,260.      768,620.      MT  (+/- 180 meters Scaled)
 MK1100
 MK1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM854188(NAD 83)
 MK1100
 MK1100                          SUPERSEDED SURVEY CONTROL
 MK1100
 MK1100  NGVD 29 (??/??/92)  397.975  (m)         1305.69   (f) ADJ UNCH    2 0
 MK1100
 MK1100.Superseded values are not recommended for survey control.
 MK1100
 MK1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1100.See file dsdata.pdf to determine how the superseded data were derived.
 MK1100
 MK1100_MARKER: DB = BENCH MARK DISK
 MK1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1100_STAMPING: V 132 1935
 MK1100_MARK LOGO: CGS
 MK1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1100+STABILITY: SURFACE MOTION
 MK1100
 MK1100  HISTORY     - Date     Condition        Report By
 MK1100  HISTORY     - 1935     MONUMENTED       CGS
 MK1100  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1100
 MK1100                          STATION DESCRIPTION
 MK1100
 MK1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1100'0.8 MI E FROM SNYDER.
 MK1100'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HUMPHREY
 MK1100'AND HOOPER, 55 FEET NORTHEAST OF THE CENTER OF CROSSING OF
 MK1100'ROAD AND RAILROAD, 45.0 FEET NORTH OF THE NORTH RAIL, 2.0 FEET
 MK1100'BELOW THE LEVEL OF TRACK.
 MK1100
 MK1100                          STATION RECOVERY (1965)
 MK1100
 MK1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1100'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0948 ***********************************************************************
 MK0948  DESIGNATION -  V 133
 MK0948  PID         -  MK0948
 MK0948  STATE/COUNTY-  NE/SAUNDERS
 MK0948  COUNTRY     -  US
 MK0948  USGS QUAD   -  FREMONT WEST (2017)
 MK0948
 MK0948                         *CURRENT SURVEY CONTROL
 MK0948  ______________________________________________________________________
 MK0948* NAD 83(1986) POSITION- 41 22 39.     (N) 096 36 37.     (W)   SCALED
 MK0948* NAVD 88 ORTHO HEIGHT -   392.687 (meters)     1288.34  (feet) ADJUSTED
 MK0948  ______________________________________________________________________
 MK0948  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 MK0948  DYNAMIC HEIGHT  -        392.508 (meters)     1287.75  (feet) COMP
 MK0948  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 MK0948
 MK0948  VERT ORDER      -  SECOND    CLASS 0
 MK0948
 MK0948.The horizontal coordinates were scaled from a map and have
 MK0948.an estimated accuracy of +/- 6 seconds.
 MK0948
 MK0948.The orthometric height was determined by differential leveling and
 MK0948.adjusted by the NATIONAL GEODETIC SURVEY
 MK0948.in June 1991.
 MK0948
 MK0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0948.GEOID18 height accuracy estimate available here.
 MK0948
 MK0948.Click photographs - Photos may exist for this station.
 MK0948
 MK0948.The dynamic height is computed by dividing the NAVD 88
 MK0948.geopotential number by the normal gravity value computed on the
 MK0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0948.degrees latitude (g = 980.6199 gals.).
 MK0948
 MK0948.The modeled gravity was interpolated from observed gravity values.
 MK0948
 MK0948;                    North         East    Units  Estimated Accuracy
 MK0948;SPC NE       -   177,000.      783,390.      MT  (+/- 180 meters Scaled)
 MK0948
 MK0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998834(NAD 83)
 MK0948
 MK0948                          SUPERSEDED SURVEY CONTROL
 MK0948
 MK0948  NGVD 29 (??/??/92)  392.534  (m)         1287.84   (f) ADJ UNCH    2 0
 MK0948
 MK0948.Superseded values are not recommended for survey control.
 MK0948
 MK0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0948.See file dsdata.pdf to determine how the superseded data were derived.
 MK0948
 MK0948_MARKER: DB = BENCH MARK DISK
 MK0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0948_STAMPING: V 133 1935
 MK0948_MARK LOGO: CGS
 MK0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0948+STABILITY: SURFACE MOTION
 MK0948
 MK0948  HISTORY     - Date     Condition        Report By
 MK0948  HISTORY     - 1935     MONUMENTED       CGS
 MK0948  HISTORY     - 1950     GOOD             CGS
 MK0948  HISTORY     - 1966     POOR             CGS
 MK0948
 MK0948                          STATION DESCRIPTION
 MK0948
 MK0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0948'1.4 MI S FROM CEDAR BLUFFS.
 MK0948'1.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0948'FROM THE STATION AT CEDAR BLUFFS, AT MILEPOST 11, 22 1/2 RAILS
 MK0948'SOUTH OF A ROAD CROSSING, 90 FEET WEST OF AND ACROSS THE TRACK
 MK0948'FROM MILEPOST 11, 44.5 FEET WEST OF THE WEST RAIL, 4.0 FEET
 MK0948'EAST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK0948'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MK0948
 MK0948                          STATION RECOVERY (1966)
 MK0948
 MK0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK0948'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0662 ***********************************************************************
 LG0662  DESIGNATION -  V 134
 LG0662  PID         -  LG0662
 LG0662  STATE/COUNTY-  NE/HAMILTON
 LG0662  COUNTRY     -  US
 LG0662  USGS QUAD   -  AURORA EAST (2017)
 LG0662
 LG0662                         *CURRENT SURVEY CONTROL
 LG0662  ______________________________________________________________________
 LG0662* NAD 83(1986) POSITION- 40 46 29.     (N) 097 59 50.     (W)   SCALED
 LG0662* NAVD 88 ORTHO HEIGHT -   544.097 (meters)     1785.09  (feet) ADJUSTED
 LG0662  ______________________________________________________________________
 LG0662  GEOID HEIGHT    -        -25.725 (meters)                     GEOID18
 LG0662  DYNAMIC HEIGHT  -        543.807 (meters)     1784.14  (feet) COMP
 LG0662  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 LG0662
 LG0662  VERT ORDER      -  SECOND    CLASS 0
 LG0662
 LG0662.The horizontal coordinates were scaled from a map and have
 LG0662.an estimated accuracy of +/- 6 seconds.
 LG0662
 LG0662.The orthometric height was determined by differential leveling and
 LG0662.adjusted by the NATIONAL GEODETIC SURVEY
 LG0662.in June 1991.
 LG0662
 LG0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0662.GEOID18 height accuracy estimate available here.
 LG0662
 LG0662.Click photographs - Photos may exist for this station.
 LG0662
 LG0662.The dynamic height is computed by dividing the NAVD 88
 LG0662.geopotential number by the normal gravity value computed on the
 LG0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0662.degrees latitude (g = 980.6199 gals.).
 LG0662
 LG0662.The modeled gravity was interpolated from observed gravity values.
 LG0662
 LG0662;                    North         East    Units  Estimated Accuracy
 LG0662;SPC NE       -   106,480.      669,020.      MT  (+/- 180 meters Scaled)
 LG0662
 LG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL846142(NAD 83)
 LG0662
 LG0662                          SUPERSEDED SURVEY CONTROL
 LG0662
 LG0662  NGVD 29 (??/??/92)  543.872  (m)         1784.35   (f) ADJ UNCH    2 0
 LG0662
 LG0662.Superseded values are not recommended for survey control.
 LG0662
 LG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0662.See file dsdata.pdf to determine how the superseded data were derived.
 LG0662
 LG0662_MARKER: DB = BENCH MARK DISK
 LG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0662_STAMPING: V 134 1935
 LG0662_MARK LOGO: CGS
 LG0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0662+STABILITY: SURFACE MOTION
 LG0662
 LG0662  HISTORY     - Date     Condition        Report By
 LG0662  HISTORY     - 1935     MONUMENTED       CGS
 LG0662  HISTORY     - 1950     MARK NOT FOUND   CGS
 LG0662
 LG0662                          STATION DESCRIPTION
 LG0662
 LG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0662'6.1 MI S FROM AURORA.
 LG0662'6.1 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE CROSSING OF THE
 LG0662'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT AURORA, HAMILTON
 LG0662'COUNTY, 1.8 MILES SOUTH OF STANDARD SCHOOL, 0.2 MILE NORTH
 LG0662'OF THE JUNCTION OF A ROAD LEADING TO GILTNER, IN THE SOUTHEAST
 LG0662'QUARTER OF SECTION 4, T 9 N, R 6 W, 26 FEET WEST OF THE CENTER
 LG0662'LINE OF THE HIGHWAY, AND 1.5 FEET EAST OF A FENCE CORNER.  A
 LG0662'STANDARD DISK, STAMPED V 134 1935 AND SET IN THE TOP OF A
 LG0662'CONCRETE POST.
 LG0662
 LG0662                          STATION RECOVERY (1950)
 LG0662
 LG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0662'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1518 ***********************************************************************
 MK1518  DESIGNATION -  V 135
 MK1518  PID         -  MK1518
 MK1518  STATE/COUNTY-  NE/POLK
 MK1518  COUNTRY     -  US
 MK1518  USGS QUAD   -  STROMSBURG (2017)
 MK1518
 MK1518                         *CURRENT SURVEY CONTROL
 MK1518  ______________________________________________________________________
 MK1518* NAD 83(1986) POSITION- 41 04 34.     (N) 097 36 38.     (W)   SCALED
 MK1518* NAVD 88 ORTHO HEIGHT -   511.958 (meters)     1679.65  (feet) ADJUSTED
 MK1518  ______________________________________________________________________
 MK1518  GEOID HEIGHT    -        -25.863 (meters)                     GEOID18
 MK1518  DYNAMIC HEIGHT  -        511.705 (meters)     1678.82  (feet) COMP
 MK1518  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 MK1518
 MK1518  VERT ORDER      -  SECOND    CLASS 0
 MK1518
 MK1518.The horizontal coordinates were scaled from a map and have
 MK1518.an estimated accuracy of +/- 6 seconds.
 MK1518
 MK1518.The orthometric height was determined by differential leveling and
 MK1518.adjusted by the NATIONAL GEODETIC SURVEY
 MK1518.in June 1991.
 MK1518
 MK1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1518.GEOID18 height accuracy estimate available here.
 MK1518
 MK1518.Click photographs - Photos may exist for this station.
 MK1518
 MK1518.The dynamic height is computed by dividing the NAVD 88
 MK1518.geopotential number by the normal gravity value computed on the
 MK1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1518.degrees latitude (g = 980.6199 gals.).
 MK1518
 MK1518.The modeled gravity was interpolated from observed gravity values.
 MK1518
 MK1518;                    North         East    Units  Estimated Accuracy
 MK1518;SPC NE       -   140,760.      700,720.      MT  (+/- 180 meters Scaled)
 MK1518
 MK1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL167481(NAD 83)
 MK1518
 MK1518                          SUPERSEDED SURVEY CONTROL
 MK1518
 MK1518  NGVD 29 (??/??/92)  511.756  (m)         1678.99   (f) ADJ UNCH    2 0
 MK1518
 MK1518.Superseded values are not recommended for survey control.
 MK1518
 MK1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1518.See file dsdata.pdf to determine how the superseded data were derived.
 MK1518
 MK1518_MARKER: DB = BENCH MARK DISK
 MK1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1518_STAMPING: V 135 1935
 MK1518_MARK LOGO: CGS
 MK1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1518+STABILITY: SURFACE MOTION
 MK1518
 MK1518  HISTORY     - Date     Condition        Report By
 MK1518  HISTORY     - 1935     MONUMENTED       CGS
 MK1518  HISTORY     - 1964     MARK NOT FOUND   USGS
 MK1518
 MK1518                          STATION DESCRIPTION
 MK1518
 MK1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1518'2.5 MI S FROM STROMSBURG.
 MK1518'2.5 MILES SOUTH OF JUNCTION OF C.B. AND Q. RR. AND THE UNION
 MK1518'PACIFIC RAILROAD.  ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1518'RAILROAD BETWEEN YORK AND STROMSBURG, 43 RAILS NORTH OF MILE
 MK1518'POST NO. 149, 17 RAILS SOUTH OF TRESTLE NO. 149.32, 75.5 FEET
 MK1518'NORTHWEST OF THE CENTER LINE OF ROAD CROSSING, 44.0 FEET WEST
 MK1518'OF THE WEST RAIL OF THE MAIN TRACK, 3.0 FEET EAST OF FENCE.
 MK1518
 MK1518                          STATION RECOVERY (1964)
 MK1518
 MK1518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0253 ***********************************************************************
 ML0253  DESIGNATION -  V 136
 ML0253  PID         -  ML0253
 ML0253  STATE/COUNTY-  NE/MERRICK
 ML0253  COUNTRY     -  US
 ML0253  USGS QUAD   -  HORD (2017)
 ML0253
 ML0253                         *CURRENT SURVEY CONTROL
 ML0253  ______________________________________________________________________
 ML0253* NAD 83(1986) POSITION- 41 10 35.     (N) 098 00 08.     (W)   SCALED
 ML0253* NAVD 88 ORTHO HEIGHT -   512.768 (meters)     1682.31  (feet) ADJUSTED
 ML0253  ______________________________________________________________________
 ML0253  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 ML0253  DYNAMIC HEIGHT  -        512.519 (meters)     1681.49  (feet) COMP
 ML0253  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 ML0253
 ML0253  VERT ORDER      -  SECOND    CLASS 0
 ML0253
 ML0253.The horizontal coordinates were scaled from a map and have
 ML0253.an estimated accuracy of +/- 6 seconds.
 ML0253
 ML0253.The orthometric height was determined by differential leveling and
 ML0253.adjusted by the NATIONAL GEODETIC SURVEY
 ML0253.in June 1991.
 ML0253
 ML0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0253.GEOID18 height accuracy estimate available here.
 ML0253
 ML0253.Click photographs - Photos may exist for this station.
 ML0253
 ML0253.The dynamic height is computed by dividing the NAVD 88
 ML0253.geopotential number by the normal gravity value computed on the
 ML0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0253.degrees latitude (g = 980.6199 gals.).
 ML0253
 ML0253.The modeled gravity was interpolated from observed gravity values.
 ML0253
 ML0253;                    North         East    Units  Estimated Accuracy
 ML0253;SPC NE       -   151,050.      667,570.      MT  (+/- 180 meters Scaled)
 ML0253
 ML0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL836588(NAD 83)
 ML0253
 ML0253                          SUPERSEDED SURVEY CONTROL
 ML0253
 ML0253  NGVD 29 (??/??/92)  512.542  (m)         1681.56   (f) ADJ UNCH    2 0
 ML0253
 ML0253.Superseded values are not recommended for survey control.
 ML0253
 ML0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0253.See file dsdata.pdf to determine how the superseded data were derived.
 ML0253
 ML0253_MARKER: DB = BENCH MARK DISK
 ML0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0253_STAMPING: V 136 1935
 ML0253_MARK LOGO: CGS
 ML0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0253+STABILITY: SURFACE MOTION
 ML0253
 ML0253  HISTORY     - Date     Condition        Report By
 ML0253  HISTORY     - 1935     MONUMENTED       CGS
 ML0253  HISTORY     - 1950     MARK NOT FOUND   CGS
 ML0253
 ML0253                          STATION DESCRIPTION
 ML0253
 ML0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0253'4.3 MI N FROM CENTRAL CITY.
 ML0253'4.3 MILES NORTH OF COURT HOUSE ALONG NEBR STATE HIGHWAY NO. 14 BETWEEN
 ML0253'CEDAR RAPIDS AND CENTRAL CITY, 375 FEET SOUTHEAST OF WALTER
 ML0253'B. GARRETTS FARM HOUSE, 41.0 FEET EAST OF THE CENTER LINE OF
 ML0253'HIGHWAY, 19.0 FEET NORTH OF THE CENTER LINE OF SIDE ROAD.
 ML0253'NOTE-- MR. GARRETT THE OWNER OF THE FARMHOUSE NEAR THE LOCATION
 ML0253'OF THIS MARK REPORTS THAT IT IS POSSIBLE THAT THE MARK WAS
 ML0253'COVERED BY ABOUT 4 FEET OF DIRT WHEN STATE HIGHWAY 20 WAS
 ML0253'WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0707 ***********************************************************************
 LG0707  DESIGNATION -  V 137
 LG0707  PID         -  LG0707
 LG0707  STATE/COUNTY-  NE/YORK
 LG0707  COUNTRY     -  US
 LG0707  USGS QUAD   -  YORK NORTH (2017)
 LG0707
 LG0707                         *CURRENT SURVEY CONTROL
 LG0707  ______________________________________________________________________
 LG0707* NAD 83(1986) POSITION- 40 53 11.     (N) 097 33 50.     (W)   SCALED
 LG0707* NAVD 88 ORTHO HEIGHT -   500.157 (meters)     1640.93  (feet) ADJUSTED
 LG0707  ______________________________________________________________________
 LG0707  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 LG0707  DYNAMIC HEIGHT  -        499.893 (meters)     1640.07  (feet) COMP
 LG0707  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 LG0707
 LG0707  VERT ORDER      -  SECOND    CLASS 0
 LG0707
 LG0707.The horizontal coordinates were scaled from a map and have
 LG0707.an estimated accuracy of +/- 6 seconds.
 LG0707
 LG0707.The orthometric height was determined by differential leveling and
 LG0707.adjusted by the NATIONAL GEODETIC SURVEY
 LG0707.in June 1991.
 LG0707
 LG0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0707.GEOID18 height accuracy estimate available here.
 LG0707
 LG0707.Click photographs - Photos may exist for this station.
 LG0707
 LG0707.The dynamic height is computed by dividing the NAVD 88
 LG0707.geopotential number by the normal gravity value computed on the
 LG0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0707.degrees latitude (g = 980.6199 gals.).
 LG0707
 LG0707.The modeled gravity was interpolated from observed gravity values.
 LG0707
 LG0707;                    North         East    Units  Estimated Accuracy
 LG0707;SPC NE       -   119,810.      705,230.      MT  (+/- 180 meters Scaled)
 LG0707
 LG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL209271(NAD 83)
 LG0707
 LG0707                          SUPERSEDED SURVEY CONTROL
 LG0707
 LG0707  NGVD 29 (??/??/92)  499.953  (m)         1640.26   (f) ADJ UNCH    2 0
 LG0707
 LG0707.Superseded values are not recommended for survey control.
 LG0707
 LG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0707.See file dsdata.pdf to determine how the superseded data were derived.
 LG0707
 LG0707_MARKER: DB = BENCH MARK DISK
 LG0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0707_STAMPING: V 137 1935
 LG0707_MARK LOGO: CGS
 LG0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0707+STABILITY: SURFACE MOTION
 LG0707
 LG0707  HISTORY     - Date     Condition        Report By
 LG0707  HISTORY     - 1935     MONUMENTED       CGS
 LG0707  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0707
 LG0707                          STATION DESCRIPTION
 LG0707
 LG0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0707'1.7 MI NE FROM YORK.
 LG0707'1.7 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0707'WESTERN RAILWAY FROM THE HIGH SCHOOL AT YORK, YORK COUNTY, 381
 LG0707'FEET SOUTH OF A ROAD CROSSING, AND 39.6 FEET EAST OF THE OLD
 LG0707'ROADBED.  A STANDARD DISK, STAMPED V 137 1935 AND SET IN THE
 LG0707'TOP OF A CONCRETE POST.
 LG0707
 LG0707                          STATION RECOVERY (1967)
 LG0707
 LG0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0135 ***********************************************************************
 ML0135  DESIGNATION -  V 138
 ML0135  PID         -  ML0135
 ML0135  STATE/COUNTY-  NE/MERRICK
 ML0135  COUNTRY     -  US
 ML0135  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0135
 ML0135                         *CURRENT SURVEY CONTROL
 ML0135  ______________________________________________________________________
 ML0135* NAD 83(1986) POSITION- 41 03 35.     (N) 098 05 47.     (W)   SCALED
 ML0135* NAVD 88 ORTHO HEIGHT -   531.149 (meters)     1742.61  (feet) ADJUSTED
 ML0135  ______________________________________________________________________
 ML0135  GEOID HEIGHT    -        -25.261 (meters)                     GEOID18
 ML0135  DYNAMIC HEIGHT  -        530.880 (meters)     1741.73  (feet) COMP
 ML0135  MODELED GRAVITY -    980,100.7   (mgal)                       NAVD 88
 ML0135
 ML0135  VERT ORDER      -  SECOND    CLASS 0
 ML0135
 ML0135.The horizontal coordinates were scaled from a map and have
 ML0135.an estimated accuracy of +/- 6 seconds.
 ML0135
 ML0135.The orthometric height was determined by differential leveling and
 ML0135.adjusted by the NATIONAL GEODETIC SURVEY
 ML0135.in June 1991.
 ML0135
 ML0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0135.GEOID18 height accuracy estimate available here.
 ML0135
 ML0135.Click photographs - Photos may exist for this station.
 ML0135
 ML0135.The dynamic height is computed by dividing the NAVD 88
 ML0135.geopotential number by the normal gravity value computed on the
 ML0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0135.degrees latitude (g = 980.6199 gals.).
 ML0135
 ML0135.The modeled gravity was interpolated from observed gravity values.
 ML0135
 ML0135;                    North         East    Units  Estimated Accuracy
 ML0135;SPC NE       -   137,920.      659,950.      MT  (+/- 180 meters Scaled)
 ML0135
 ML0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL759457(NAD 83)
 ML0135
 ML0135                          SUPERSEDED SURVEY CONTROL
 ML0135
 ML0135  NGVD 29 (??/??/92)  530.920  (m)         1741.86   (f) ADJ UNCH    2 0
 ML0135
 ML0135.Superseded values are not recommended for survey control.
 ML0135
 ML0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0135.See file dsdata.pdf to determine how the superseded data were derived.
 ML0135
 ML0135_MARKER: DB = BENCH MARK DISK
 ML0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0135_STAMPING: V 138 1935
 ML0135_MARK LOGO: CGS
 ML0135_PROJECTION: RECESSED 30 CENTIMETERS
 ML0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0135+STABILITY: SURFACE MOTION
 ML0135
 ML0135  HISTORY     - Date     Condition        Report By
 ML0135  HISTORY     - 1935     MONUMENTED       CGS
 ML0135  HISTORY     - 1950     GOOD             CGS
 ML0135  HISTORY     - 1950     GOOD             CGS
 ML0135
 ML0135                          STATION DESCRIPTION
 ML0135
 ML0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0135'4.1 MI NE FROM CHAPMAN.
 ML0135'4.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0135'STATION AT CHAPMAN, AT A ROAD CROSSING, 132 FEET SOUTH OF THE
 ML0135'CENTER LINE OF A DIRT ROAD, 46 FEET NORTHEAST OF MILEPOST 131,
 ML0135'54.5 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 ML0135'40 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 ML0135'BETWEEN TWO WITNESS POSTS, 7.5 FEET NORTHWEST OF A FENCE,
 ML0135'SET IN THE TOP OF A CONCRETE POST WHICH IS 1.0 FOOT BELOW
 ML0135'THE TOP OF THE GROUND.
 ML0135
 ML0135                          STATION RECOVERY (1950)
 ML0135
 ML0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0576 ***********************************************************************
 NM0576  DESIGNATION -  V 139
 NM0576  PID         -  NM0576
 NM0576  STATE/COUNTY-  NE/CUMING
 NM0576  COUNTRY     -  US
 NM0576  USGS QUAD   -  BANCROFT (2017)
 NM0576
 NM0576                         *CURRENT SURVEY CONTROL
 NM0576  ______________________________________________________________________
 NM0576* NAD 83(1986) POSITION- 42 00 54.     (N) 096 34 22.     (W)   SCALED
 NM0576* NAVD 88 ORTHO HEIGHT -   404.143 (meters)     1325.93  (feet) ADJUSTED
 NM0576  ______________________________________________________________________
 NM0576  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 NM0576  DYNAMIC HEIGHT  -        403.997 (meters)     1325.45  (feet) COMP
 NM0576  MODELED GRAVITY -    980,247.9   (mgal)                       NAVD 88
 NM0576
 NM0576  VERT ORDER      -  SECOND    CLASS 0
 NM0576
 NM0576.The horizontal coordinates were scaled from a map and have
 NM0576.an estimated accuracy of +/- 6 seconds.
 NM0576
 NM0576.The orthometric height was determined by differential leveling and
 NM0576.adjusted by the NATIONAL GEODETIC SURVEY
 NM0576.in June 1991.
 NM0576
 NM0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0576.GEOID18 height accuracy estimate available here.
 NM0576
 NM0576.Click photographs - Photos may exist for this station.
 NM0576
 NM0576.The dynamic height is computed by dividing the NAVD 88
 NM0576.geopotential number by the normal gravity value computed on the
 NM0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0576.degrees latitude (g = 980.6199 gals.).
 NM0576
 NM0576.The modeled gravity was interpolated from observed gravity values.
 NM0576
 NM0576;                    North         East    Units  Estimated Accuracy
 NM0576;SPC NE       -   247,850.      783,720.      MT  (+/- 180 meters Scaled)
 NM0576
 NM0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM009542(NAD 83)
 NM0576
 NM0576                          SUPERSEDED SURVEY CONTROL
 NM0576
 NM0576  NGVD 29 (??/??/92)  403.985  (m)         1325.41   (f) ADJ UNCH    2 0
 NM0576
 NM0576.Superseded values are not recommended for survey control.
 NM0576
 NM0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0576.See file dsdata.pdf to determine how the superseded data were derived.
 NM0576
 NM0576_MARKER: DB = BENCH MARK DISK
 NM0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0576_SP_SET: BUILDING
 NM0576_STAMPING: V 139 1935
 NM0576_MARK LOGO: CGS
 NM0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0576
 NM0576  HISTORY     - Date     Condition        Report By
 NM0576  HISTORY     - 1935     MONUMENTED       CGS
 NM0576  HISTORY     - 1947     GOOD             CGS
 NM0576
 NM0576                          STATION DESCRIPTION
 NM0576
 NM0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0576'AT BANCROFT.
 NM0576'ON THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, IN THE
 NM0576'EAST WALL OF THE STATION, 1 FOOT NORTH OF THE SOUTHEAST CORNER,
 NM0576'10.5 FEET SOUTH OF THE CENTER OF THE WAITING ROOM DOOR, 17.5 FEET
 NM0576'WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 4.9 FEET ABOVE THE
 NM0576'PLATFORM, SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1083 ***********************************************************************
 MK1083  DESIGNATION -  V 140
 MK1083  PID         -  MK1083
 MK1083  STATE/COUNTY-  NE/CUMING
 MK1083  COUNTRY     -  US
 MK1083  USGS QUAD   -  BEEMER (2017)
 MK1083
 MK1083                         *CURRENT SURVEY CONTROL
 MK1083  ______________________________________________________________________
 MK1083* NAD 83(1986) POSITION- 41 56 32.     (N) 096 50 14.     (W)   SCALED
 MK1083* NAVD 88 ORTHO HEIGHT -   410.745 (meters)     1347.59  (feet) ADJUSTED
 MK1083  ______________________________________________________________________
 MK1083  GEOID HEIGHT    -        -25.237 (meters)                     GEOID18
 MK1083  DYNAMIC HEIGHT  -        410.591 (meters)     1347.08  (feet) COMP
 MK1083  MODELED GRAVITY -    980,233.3   (mgal)                       NAVD 88
 MK1083
 MK1083  VERT ORDER      -  SECOND    CLASS 0
 MK1083
 MK1083.The horizontal coordinates were scaled from a map and have
 MK1083.an estimated accuracy of +/- 6 seconds.
 MK1083
 MK1083.The orthometric height was determined by differential leveling and
 MK1083.adjusted by the NATIONAL GEODETIC SURVEY
 MK1083.in June 1991.
 MK1083
 MK1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1083.GEOID18 height accuracy estimate available here.
 MK1083
 MK1083.Click photographs - Photos may exist for this station.
 MK1083
 MK1083.The dynamic height is computed by dividing the NAVD 88
 MK1083.geopotential number by the normal gravity value computed on the
 MK1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1083.degrees latitude (g = 980.6199 gals.).
 MK1083
 MK1083.The modeled gravity was interpolated from observed gravity values.
 MK1083
 MK1083;                    North         East    Units  Estimated Accuracy
 MK1083;SPC NE       -   238,940.      762,140.      MT  (+/- 180 meters Scaled)
 MK1083
 MK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM792456(NAD 83)
 MK1083
 MK1083                          SUPERSEDED SURVEY CONTROL
 MK1083
 MK1083  NGVD 29 (??/??/92)  410.589  (m)         1347.07   (f) ADJ UNCH    2 0
 MK1083
 MK1083.Superseded values are not recommended for survey control.
 MK1083
 MK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1083.See file dsdata.pdf to determine how the superseded data were derived.
 MK1083
 MK1083_MARKER: DB = BENCH MARK DISK
 MK1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1083_STAMPING: V 140 1935
 MK1083_MARK LOGO: CGS
 MK1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1083+STABILITY: SURFACE MOTION
 MK1083
 MK1083  HISTORY     - Date     Condition        Report By
 MK1083  HISTORY     - 1935     MONUMENTED       CGS
 MK1083  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1083
 MK1083                          STATION DESCRIPTION
 MK1083
 MK1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1083'1.7 MI NW FROM BEEMER.
 MK1083'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1083'AND PILGER, 88.5 FEET NORTHEAST OF MILE POST NO. 47, 46.5 FEET
 MK1083'NORTHEAST OF THE NORTHEAST RAIL, 40.0 FEET SOUTHWEST OF THE
 MK1083'CENTER LINE OF U.S. HIGHWAY NO. 8.
 MK1083
 MK1083                          STATION RECOVERY (1965)
 MK1083
 MK1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0537 ***********************************************************************
 LH0537  DESIGNATION -  V 15
 LH0537  PID         -  LH0537
 LH0537  STATE/COUNTY-  NE/BUFFALO
 LH0537  COUNTRY     -  US
 LH0537  USGS QUAD   -  ELM CREEK WEST (2017)
 LH0537
 LH0537                         *CURRENT SURVEY CONTROL
 LH0537  ______________________________________________________________________
 LH0537* NAD 83(1986) POSITION- 40 43 01.     (N) 099 22 49.     (W)   SCALED
 LH0537* NAVD 88 ORTHO HEIGHT -   689.853 (meters)     2263.29  (feet) ADJUSTED
 LH0537  ______________________________________________________________________
 LH0537  GEOID HEIGHT    -        -24.308 (meters)                     GEOID18
 LH0537  DYNAMIC HEIGHT  -        689.447 (meters)     2261.96  (feet) COMP
 LH0537  MODELED GRAVITY -    980,013.7   (mgal)                       NAVD 88
 LH0537
 LH0537  VERT ORDER      -  FIRST     CLASS II
 LH0537
 LH0537.The horizontal coordinates were scaled from a map and have
 LH0537.an estimated accuracy of +/- 6 seconds.
 LH0537
 LH0537.The orthometric height was determined by differential leveling and
 LH0537.adjusted by the NATIONAL GEODETIC SURVEY
 LH0537.in May 1993.
 LH0537
 LH0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0537.GEOID18 height accuracy estimate available here.
 LH0537
 LH0537.Click photographs - Photos may exist for this station.
 LH0537
 LH0537.The dynamic height is computed by dividing the NAVD 88
 LH0537.geopotential number by the normal gravity value computed on the
 LH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0537.degrees latitude (g = 980.6199 gals.).
 LH0537
 LH0537.The modeled gravity was interpolated from observed gravity values.
 LH0537
 LH0537;                    North         East    Units  Estimated Accuracy
 LH0537;SPC NE       -    98,290.      552,350.      MT  (+/- 180 meters Scaled)
 LH0537
 LH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML678074(NAD 83)
 LH0537
 LH0537                          SUPERSEDED SURVEY CONTROL
 LH0537
 LH0537  NAVD 88 (06/15/91)  689.870  (m)         2263.35   (f) SUPERSEDED  1 2
 LH0537  NGVD 29 (02/14/92)  689.587  (m)         2262.42   (f) ADJUSTED    1 2
 LH0537  NGVD 29 (??/??/87)  689.607  (m)         2262.49   (f) SUPERSEDED  1 2
 LH0537
 LH0537.Superseded values are not recommended for survey control.
 LH0537
 LH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0537.See file dsdata.pdf to determine how the superseded data were derived.
 LH0537
 LH0537_MARKER: DB = BENCH MARK DISK
 LH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0537_STAMPING: 2262.486 V 15 1933
 LH0537_MARK LOGO: CGS
 LH0537_PROJECTION: FLUSH
 LH0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0537+STABILITY: SURFACE MOTION
 LH0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0537+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0537
 LH0537  HISTORY     - Date     Condition        Report By
 LH0537  HISTORY     - 1933     MONUMENTED       CGS
 LH0537  HISTORY     - 1967     MARK NOT FOUND   CGS
 LH0537  HISTORY     - 19910920 GOOD             NGS
 LH0537  HISTORY     - 19971001 GOOD             LOCENG
 LH0537
 LH0537                          STATION DESCRIPTION
 LH0537
 LH0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0537'AT ELM CREEK.
 LH0537'AT ELM CREEK, BUFFALO COUNTY, ABOUT 1/4 MILE EAST ALONG THE
 LH0537'UNION PACIFIC RAILROAD FROM THE STATION, ABOUT 0.1 MILE EAST
 LH0537'OF MILEPOST 205, OPPOSITE SEMAPHORE 2049 AND A SINCLAIR
 LH0537'REFINING CO. PLANT, ABOUT 10 YARDS SOUTH OF THE TRACK, AND 2 FEET
 LH0537'EAST OF THE NORTHEAST CORNER OF A SECTION-HOUSE FENCE.  A
 LH0537'STANDARD DISK, STAMPED 2262.486 V 15 1933 AND SET IN THE TOP OF A
 LH0537'CONCRETE POST.  NOTE- THE ONLY OLD TIE THAT REMAINS IS THE
 LH0537'RAILROAD TRACK.  IT IS POSSIBLE THE MARK IS STILL INPLACE BUT
 LH0537'COVERED WITH CINDERS.
 LH0537
 LH0537                          STATION RECOVERY (1991)
 LH0537
 LH0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0537'0.4 KM (0.25 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0537'JUNCTION OF U.S. HIGHWAY 183 IN ELM CREEK, 15.7 M (51.5 FT) WEST OF
 LH0537'A UTILITY POLE, 14.7 M (48.2 FT) SOUTH OF THE NEAR RAIL, 1.0 M (3.3
 LH0537'FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A WITNESS
 LH0537'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0537
 LH0537                          STATION RECOVERY (1997)
 LH0537
 LH0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (RD)
 LH0537'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0537'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1123 ***********************************************************************
 AI1123  DESIGNATION -  V 15 RESET
 AI1123  PID         -  AI1123
 AI1123  STATE/COUNTY-  NE/BUFFALO
 AI1123  COUNTRY     -  US
 AI1123  USGS QUAD   -  ELM CREEK WEST (2017)
 AI1123
 AI1123                         *CURRENT SURVEY CONTROL
 AI1123  ______________________________________________________________________
 AI1123* NAD 83(1986) POSITION- 40 43 01.     (N) 099 22 49.     (W)   SCALED
 AI1123* NAVD 88 ORTHO HEIGHT -   689.65  (meters)     2262.6   (feet) RESET
 AI1123  ______________________________________________________________________
 AI1123  GEOID HEIGHT    -        -24.308 (meters)                     GEOID18
 AI1123  VERT ORDER      -  THIRD
 AI1123
 AI1123.The horizontal coordinates were scaled from a map and have
 AI1123.an estimated accuracy of +/- 6 seconds.
 AI1123
 AI1123.The orthometric height was computed from unverified reset data.
 AI1123
 AI1123.No vertical observational check was made to the station.
 AI1123
 AI1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1123.GEOID18 height accuracy estimate available here.
 AI1123
 AI1123.Click photographs - Photos may exist for this station.
 AI1123
 AI1123;                    North         East    Units  Estimated Accuracy
 AI1123;SPC NE       -    98,290.      552,350.      MT  (+/- 180 meters Scaled)
 AI1123
 AI1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML678074(NAD 83)
 AI1123
 AI1123                          SUPERSEDED SURVEY CONTROL
 AI1123
 AI1123.No superseded survey control is available for this station.
 AI1123
 AI1123_MARKER: DV = VERTICAL CONTROL DISK
 AI1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1123_STAMPING: V 15 RESET 1997
 AI1123_MARK LOGO: NGS
 AI1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1123+STABILITY: SURFACE MOTION
 AI1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1123+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1123
 AI1123  HISTORY     - Date     Condition        Report By
 AI1123  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI1123
 AI1123                          STATION DESCRIPTION
 AI1123
 AI1123'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 AI1123'AT ELM CREEK, ABOUT 0.25 MI (0.40 KM) EAST OF THE JUNCTION OF U.S.
 AI1123'HIGHWAYS 30 AND 183, ON RAILROAD RIGHT-OF-WAY, IN THE SW1/4, SEC28,
 AI1123'T9N, R18W, 378.5 M (1241.8 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 AI1123'30, 104.0 M (341.2 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30,
 AI1123'19.98 M (65.55 FT) SOUTH OF THE SOUTHERNMOST RAIL OF THE SOUTH, MAIN,
 AI1123'TRACKS, 8.01 M (26.28 FT) SOUTH-SOUTHWEST OF A NAIL IN THE EAST SIDE
 AI1123'OF THE EAST MOST DOUBLE SET POWER POLE, 7.O M EAST OF THE CENTERLINE
 AI1123'OF EASY STREET, GOING NORTH, AND 0.56 M (1.84 FT) NORTH OF A WITNESS
 AI1123'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0203 ***********************************************************************
 LJ0203  DESIGNATION -  V 158
 LJ0203  PID         -  LJ0203
 LJ0203  STATE/COUNTY-  NE/CHASE
 LJ0203  COUNTRY     -  US
 LJ0203  USGS QUAD   -  WAUNETA WEST (2017)
 LJ0203
 LJ0203                         *CURRENT SURVEY CONTROL
 LJ0203  ______________________________________________________________________
 LJ0203* NAD 83(1986) POSITION- 40 25 22.     (N) 101 24 15.     (W)   SCALED
 LJ0203* NAVD 88 ORTHO HEIGHT -   901.707 (meters)     2958.35  (feet) ADJUSTED
 LJ0203  ______________________________________________________________________
 LJ0203  GEOID HEIGHT    -        -22.627 (meters)                     GEOID18
 LJ0203  DYNAMIC HEIGHT  -        901.096 (meters)     2956.35  (feet) COMP
 LJ0203  MODELED GRAVITY -    979,917.0   (mgal)                       NAVD 88
 LJ0203
 LJ0203  VERT ORDER      -  SECOND    CLASS 0
 LJ0203
 LJ0203.The horizontal coordinates were scaled from a map and have
 LJ0203.an estimated accuracy of +/- 6 seconds.
 LJ0203
 LJ0203.The orthometric height was determined by differential leveling and
 LJ0203.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0203.in June 1991.
 LJ0203
 LJ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0203.GEOID18 height accuracy estimate available here.
 LJ0203
 LJ0203.Click photographs - Photos may exist for this station.
 LJ0203
 LJ0203.The dynamic height is computed by dividing the NAVD 88
 LJ0203.geopotential number by the normal gravity value computed on the
 LJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0203.degrees latitude (g = 980.6199 gals.).
 LJ0203
 LJ0203.The modeled gravity was interpolated from observed gravity values.
 LJ0203
 LJ0203;                    North         East    Units  Estimated Accuracy
 LJ0203;SPC NE       -    66,410.      380,860.      MT  (+/- 180 meters Scaled)
 LJ0203
 LJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK960774(NAD 83)
 LJ0203
 LJ0203                          SUPERSEDED SURVEY CONTROL
 LJ0203
 LJ0203  NGVD 29 (??/??/92)  901.346  (m)         2957.17   (f) ADJ UNCH    2 0
 LJ0203
 LJ0203.Superseded values are not recommended for survey control.
 LJ0203
 LJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0203.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0203
 LJ0203_MARKER: DB = BENCH MARK DISK
 LJ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0203_STAMPING: V 158 1934
 LJ0203_MARK LOGO: CGS
 LJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0203+STABILITY: SURFACE MOTION
 LJ0203
 LJ0203  HISTORY     - Date     Condition        Report By
 LJ0203  HISTORY     - 1934     MONUMENTED       CGS
 LJ0203  HISTORY     - 1943     MARK NOT FOUND   CGS
 LJ0203  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0203
 LJ0203                          STATION DESCRIPTION
 LJ0203
 LJ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0203'1.7 MI W FROM WAUNETA.
 LJ0203'1.7 MILES WEST OF RAILROAD STATION AT WAUNETA ON CHICAGO,
 LJ0203'BURLINGTON AND QUINCY RAILROAD, 45 FEET NORTH OF CENTERLINE OF
 LJ0203'TRACKS.  30 FEET SOUTH OF CENTERLINE OF ROAD.  4 RAILS EAST OF
 LJ0203'CROSSING.  5 FEET BELOW TRACK.
 LJ0203
 LJ0203                          STATION RECOVERY (1943)
 LJ0203
 LJ0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LJ0203'MARK NOT FOUND.
 LJ0203
 LJ0203                          STATION RECOVERY (1974)
 LJ0203
 LJ0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0109 ***********************************************************************
 LJ0109  DESIGNATION -  V 159
 LJ0109  PID         -  LJ0109
 LJ0109  STATE/COUNTY-  NE/HAYES
 LJ0109  COUNTRY     -  US
 LJ0109  USGS QUAD   -  BURGER CANYON WEST (2017)
 LJ0109
 LJ0109                         *CURRENT SURVEY CONTROL
 LJ0109  ______________________________________________________________________
 LJ0109* NAD 83(1986) POSITION- 40 26 57.     (N) 100 55 07.     (W)   SCALED
 LJ0109* NAVD 88 ORTHO HEIGHT -   906.779 (meters)     2974.99  (feet) ADJUSTED
 LJ0109  ______________________________________________________________________
 LJ0109  GEOID HEIGHT    -        -23.197 (meters)                     GEOID18
 LJ0109  DYNAMIC HEIGHT  -        906.170 (meters)     2972.99  (feet) COMP
 LJ0109  MODELED GRAVITY -    979,922.5   (mgal)                       NAVD 88
 LJ0109
 LJ0109  VERT ORDER      -  SECOND    CLASS 0
 LJ0109
 LJ0109.The horizontal coordinates were scaled from a map and have
 LJ0109.an estimated accuracy of +/- 6 seconds.
 LJ0109
 LJ0109.The orthometric height was determined by differential leveling and
 LJ0109.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0109.in June 1991.
 LJ0109
 LJ0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0109.GEOID18 height accuracy estimate available here.
 LJ0109
 LJ0109.Click photographs - Photos may exist for this station.
 LJ0109
 LJ0109.The dynamic height is computed by dividing the NAVD 88
 LJ0109.geopotential number by the normal gravity value computed on the
 LJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0109.degrees latitude (g = 980.6199 gals.).
 LJ0109
 LJ0109.The modeled gravity was interpolated from observed gravity values.
 LJ0109
 LJ0109;                    North         East    Units  Estimated Accuracy
 LJ0109;SPC NE       -    68,790.      422,090.      MT  (+/- 180 meters Scaled)
 LJ0109
 LJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK373793(NAD 83)
 LJ0109
 LJ0109                          SUPERSEDED SURVEY CONTROL
 LJ0109
 LJ0109  NGVD 29 (??/??/92)  906.421  (m)         2973.82   (f) ADJ UNCH    2 0
 LJ0109
 LJ0109.Superseded values are not recommended for survey control.
 LJ0109
 LJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0109.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0109
 LJ0109_MARKER: DB = BENCH MARK DISK
 LJ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0109_STAMPING: V 159 1934
 LJ0109_MARK LOGO: CGS
 LJ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0109+STABILITY: SURFACE MOTION
 LJ0109
 LJ0109  HISTORY     - Date     Condition        Report By
 LJ0109  HISTORY     - 1934     MONUMENTED       CGS
 LJ0109  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0109
 LJ0109                          STATION DESCRIPTION
 LJ0109
 LJ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0109'7.9 MI S FROM HAYES CENTER.
 LJ0109'7.9 MILES SOUTH OF L.O.O.F. BLDG. HAYES CENTER, ON HIGHWAY
 LJ0109'17 AT A WEST-AND-SOUTH CURVE.  AT SOUTH END OF CURVE.  47 FEET
 LJ0109'EAST OF CENTER LINE OF HIGHWAY.
 LJ0109
 LJ0109                          STATION RECOVERY (1973)
 LJ0109
 LJ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0663 ***********************************************************************
 ML0663  DESIGNATION -  V 16
 ML0663  PID         -  ML0663
 ML0663  STATE/COUNTY-  NE/CUSTER
 ML0663  COUNTRY     -  US
 ML0663  USGS QUAD   -  ANSLEY (2017)
 ML0663
 ML0663                         *CURRENT SURVEY CONTROL
 ML0663  ______________________________________________________________________
 ML0663* NAD 83(1986) POSITION- 41 19 21.     (N) 099 23 20.     (W)   SCALED
 ML0663* NAVD 88 ORTHO HEIGHT -   721.657 (meters)     2367.64  (feet) ADJUSTED
 ML0663  ______________________________________________________________________
 ML0663  GEOID HEIGHT    -        -23.248 (meters)                     GEOID18
 ML0663  DYNAMIC HEIGHT  -        721.279 (meters)     2366.40  (feet) COMP
 ML0663  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 ML0663
 ML0663  VERT ORDER      -  FIRST     CLASS II
 ML0663
 ML0663.The horizontal coordinates were scaled from a map and have
 ML0663.an estimated accuracy of +/- 6 seconds.
 ML0663
 ML0663.The orthometric height was determined by differential leveling and
 ML0663.adjusted by the NATIONAL GEODETIC SURVEY
 ML0663.in June 1991.
 ML0663
 ML0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0663.GEOID18 height accuracy estimate available here.
 ML0663
 ML0663.Click photographs - Photos may exist for this station.
 ML0663
 ML0663.The dynamic height is computed by dividing the NAVD 88
 ML0663.geopotential number by the normal gravity value computed on the
 ML0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0663.degrees latitude (g = 980.6199 gals.).
 ML0663
 ML0663.The modeled gravity was interpolated from observed gravity values.
 ML0663
 ML0663;                    North         East    Units  Estimated Accuracy
 ML0663;SPC NE       -   165,520.      551,150.      MT  (+/- 180 meters Scaled)
 ML0663
 ML0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML674746(NAD 83)
 ML0663
 ML0663                          SUPERSEDED SURVEY CONTROL
 ML0663
 ML0663  NGVD 29 (??/??/92)  721.417  (m)         2366.85   (f) ADJ UNCH    1 2
 ML0663
 ML0663.Superseded values are not recommended for survey control.
 ML0663
 ML0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0663.See file dsdata.pdf to determine how the superseded data were derived.
 ML0663
 ML0663_MARKER: DB = BENCH MARK DISK
 ML0663_STAMPING: V 16 1933
 ML0663_MARK LOGO: CGS
 ML0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0663
 ML0663  HISTORY     - Date     Condition        Report By
 ML0663  HISTORY     - 1933     MONUMENTED       CGS
 ML0663  HISTORY     - 1950     GOOD             CGS
 ML0663
 ML0663                          STATION DESCRIPTION
 ML0663
 ML0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0663'2 MI N FROM ANSLEY.
 ML0663'465 FT. N AND 100 FT. W FROM CENTER OF JCT. OF HWY. AND ROAD
 ML0663'W., 230 FT. N OF A WINDMILL, 25 FT. S OF THE CENTER OF THE
 ML0663'DRIVEWAY, 30 FT. W FROM CENTER OF HWY., AND 3 FT. W OF WEST
 ML0663'RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0160 ***********************************************************************
 LJ0160  DESIGNATION -  V 161
 LJ0160  PID         -  LJ0160
 LJ0160  STATE/COUNTY-  NE/PERKINS
 LJ0160  COUNTRY     -  US
 LJ0160  USGS QUAD   -  GRAINTON (2017)
 LJ0160
 LJ0160                         *CURRENT SURVEY CONTROL
 LJ0160  ______________________________________________________________________
 LJ0160* NAD 83(1986) POSITION- 40 50 05.     (N) 101 21 07.     (W)   SCALED
 LJ0160* NAVD 88 ORTHO HEIGHT -  1017.174 (meters)     3337.18  (feet) ADJUSTED
 LJ0160  ______________________________________________________________________
 LJ0160  GEOID HEIGHT    -        -22.000 (meters)                     GEOID18
 LJ0160  DYNAMIC HEIGHT  -       1016.504 (meters)     3334.98  (feet) COMP
 LJ0160  MODELED GRAVITY -    979,931.1   (mgal)                       NAVD 88
 LJ0160
 LJ0160  VERT ORDER      -  SECOND    CLASS 0
 LJ0160
 LJ0160.The horizontal coordinates were scaled from a map and have
 LJ0160.an estimated accuracy of +/- 6 seconds.
 LJ0160
 LJ0160.The orthometric height was determined by differential leveling and
 LJ0160.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0160.in June 1991.
 LJ0160
 LJ0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0160.GEOID18 height accuracy estimate available here.
 LJ0160
 LJ0160.Click photographs - Photos may exist for this station.
 LJ0160
 LJ0160.The dynamic height is computed by dividing the NAVD 88
 LJ0160.geopotential number by the normal gravity value computed on the
 LJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0160.degrees latitude (g = 980.6199 gals.).
 LJ0160
 LJ0160.The modeled gravity was interpolated from observed gravity values.
 LJ0160
 LJ0160;                    North         East    Units  Estimated Accuracy
 LJ0160;SPC NE       -   112,070.      386,010.      MT  (+/- 180 meters Scaled)
 LJ0160
 LJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL016230(NAD 83)
 LJ0160
 LJ0160                          SUPERSEDED SURVEY CONTROL
 LJ0160
 LJ0160  NGVD 29 (??/??/92) 1016.766  (m)         3335.84   (f) ADJ UNCH    2 0
 LJ0160
 LJ0160.Superseded values are not recommended for survey control.
 LJ0160
 LJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0160.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0160
 LJ0160_MARKER: DB = BENCH MARK DISK
 LJ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0160_STAMPING: V 161 1934
 LJ0160_MARK LOGO: CGS
 LJ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0160+STABILITY: SURFACE MOTION
 LJ0160
 LJ0160  HISTORY     - Date     Condition        Report By
 LJ0160  HISTORY     - 1934     MONUMENTED       CGS
 LJ0160  HISTORY     - 1941     GOOD             CGS
 LJ0160
 LJ0160                          STATION DESCRIPTION
 LJ0160
 LJ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0160'2.1 MI E FROM ELSIE.
 LJ0160'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0160'FROM THE STATION AT ELSIE, PERKINS COUNTY, 5 POLES WEST OF MILEPOST
 LJ0160'124, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 24 FEET
 LJ0160'NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A STANDARD DISK,
 LJ0160'STAMPED V 161 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0180 ***********************************************************************
 LJ0180  DESIGNATION -  V 162
 LJ0180  PID         -  LJ0180
 LJ0180  STATE/COUNTY-  NE/HAYES
 LJ0180  COUNTRY     -  US
 LJ0180  USGS QUAD   -  DITTONS CREEK NE (2017)
 LJ0180
 LJ0180                         *CURRENT SURVEY CONTROL
 LJ0180  ______________________________________________________________________
 LJ0180* NAD 83(1986) POSITION- 40 38 22.     (N) 101 16 09.     (W)   SCALED
 LJ0180* NAVD 88 ORTHO HEIGHT -   973.410 (meters)     3193.60  (feet) ADJUSTED
 LJ0180  ______________________________________________________________________
 LJ0180  GEOID HEIGHT    -        -22.364 (meters)                     GEOID18
 LJ0180  DYNAMIC HEIGHT  -        972.764 (meters)     3191.48  (feet) COMP
 LJ0180  MODELED GRAVITY -    979,927.9   (mgal)                       NAVD 88
 LJ0180
 LJ0180  VERT ORDER      -  SECOND    CLASS 0
 LJ0180
 LJ0180.The horizontal coordinates were scaled from a map and have
 LJ0180.an estimated accuracy of +/- 6 seconds.
 LJ0180
 LJ0180.The orthometric height was determined by differential leveling and
 LJ0180.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0180.in June 1991.
 LJ0180
 LJ0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0180.GEOID18 height accuracy estimate available here.
 LJ0180
 LJ0180.Click photographs - Photos may exist for this station.
 LJ0180
 LJ0180.The dynamic height is computed by dividing the NAVD 88
 LJ0180.geopotential number by the normal gravity value computed on the
 LJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0180.degrees latitude (g = 980.6199 gals.).
 LJ0180
 LJ0180.The modeled gravity was interpolated from observed gravity values.
 LJ0180
 LJ0180;                    North         East    Units  Estimated Accuracy
 LJ0180;SPC NE       -    90,290.      392,670.      MT  (+/- 180 meters Scaled)
 LJ0180
 LJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL081012(NAD 83)
 LJ0180
 LJ0180                          SUPERSEDED SURVEY CONTROL
 LJ0180
 LJ0180  NGVD 29 (??/??/92)  973.009  (m)         3192.28   (f) ADJ UNCH    2 0
 LJ0180
 LJ0180.Superseded values are not recommended for survey control.
 LJ0180
 LJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0180.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0180
 LJ0180_MARKER: DB = BENCH MARK DISK
 LJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0180_STAMPING: V 162 1934
 LJ0180_MARK LOGO: CGS
 LJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0180+STABILITY: SURFACE MOTION
 LJ0180
 LJ0180  HISTORY     - Date     Condition        Report By
 LJ0180  HISTORY     - 1934     MONUMENTED       CGS
 LJ0180  HISTORY     - 1938     GOOD             CGS
 LJ0180  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0180
 LJ0180                          STATION DESCRIPTION
 LJ0180
 LJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0180'13.4 MI S FROM GRAINTON.
 LJ0180'ALONG STATE HWY. 17, 13.4 MILES SOUTH OF THE BURLINGTON STATION
 LJ0180'AT GRAINTON, LOCATED ON THE OUTSIDE OF A NORTH AND EAST CURVE IN
 LJ0180'FENCE CORNER, 110 FEET SOUTH OF CENTERLINE OF HWY. 17.  A STANDARD
 LJ0180'DISK SET IN TOP OF A CONCRETE POST.
 LJ0180
 LJ0180                          STATION RECOVERY (1973)
 LJ0180
 LJ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0630 ***********************************************************************
 LG0630  DESIGNATION -  V 163 RESET
 LG0630  PID         -  LG0630
 LG0630  STATE/COUNTY-  NE/NUCKOLLS
 LG0630  COUNTRY     -  US
 LG0630  USGS QUAD   -  HARDY (2017)
 LG0630
 LG0630                         *CURRENT SURVEY CONTROL
 LG0630  ______________________________________________________________________
 LG0630* NAD 83(1986) POSITION- 40 00 26.13   (N) 097 55 38.35   (W)   HD_HELD1
 LG0630* NAVD 88 ORTHO HEIGHT -   470.48  (+/-2cm)     1543.6   (feet) VERTCON
 LG0630  ______________________________________________________________________
 LG0630  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 LG0630  VERT ORDER      -  THIRD (See Below)
 LG0630
 LG0630.The horizontal coordinates were determined by differentially corrected
 LG0630.hand held GPS observations or other comparable positioning techniques
 LG0630.and have an estimated accuracy of +/- 3 meters.
 LG0630
 LG0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0630
 LG0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0630.GEOID18 height accuracy estimate available here.
 LG0630
 LG0630.The vertical order pertains to the NGVD 29 superseded value.
 LG0630
 LG0630.Click photographs - Photos may exist for this station.
 LG0630
 LG0630;                    North         East    Units  Estimated Accuracy
 LG0630;SPC NE       -    21,433.4     676,957.9     MT  (+/- 3 meters HH1 GPS) 
 LG0630
 LG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9155429113(NAD 83)
 LG0630
 LG0630                          SUPERSEDED SURVEY CONTROL
 LG0630
 LG0630  NGVD 29 (??/??/??)  470.31   (m)         1543.0    (f) RESET       3  
 LG0630
 LG0630.Superseded values are not recommended for survey control.
 LG0630
 LG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0630.See file dsdata.pdf to determine how the superseded data were derived.
 LG0630
 LG0630_MARKER: DB = BENCH MARK DISK
 LG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0630_STAMPING: V 163 RESET 1936
 LG0630_MARK LOGO: CGS
 LG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0630+STABILITY: SURFACE MOTION
 LG0630
 LG0630  HISTORY     - Date     Condition        Report By
 LG0630  HISTORY     - UNK      MONUMENTED       CBQRR
 LG0630  HISTORY     - 1936     GOOD             CGS
 LG0630
 LG0630                          STATION DESCRIPTION
 LG0630
 LG0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LG0630'AT HARDY.
 LG0630'AT HARDY, NUCKOLLS COUNTY, NEAR THE CHICAGO, BURLINGTON AND QUINCY
 LG0630'RAILROAD STATION, AT THE MAIN STREET CROSSING, 28.2 FEET NORTH
 LG0630'OF THE CENTERLINE OF THE MAIN TRACK, AND 1.5 FEET WEST OF THE
 LG0630'WEST EDGE OF THE WEST SIDEWALK OF MAIN STREET.  A STANDARD DISK,
 LG0630'STAMPED V 163 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0689 ***********************************************************************
 LH0689  DESIGNATION -  V 164
 LH0689  PID         -  LH0689
 LH0689  STATE/COUNTY-  NE/KEARNEY
 LH0689  COUNTRY     -  US
 LH0689  USGS QUAD   -  AXTELL EAST (2017)
 LH0689
 LH0689                         *CURRENT SURVEY CONTROL
 LH0689  ______________________________________________________________________
 LH0689* NAD 83(1986) POSITION- 40 29 10.     (N) 099 03 54.     (W)   SCALED
 LH0689* NAVD 88 ORTHO HEIGHT -   673.130 (meters)     2208.43  (feet) ADJUSTED
 LH0689  ______________________________________________________________________
 LH0689  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 LH0689  DYNAMIC HEIGHT  -        672.722 (meters)     2207.09  (feet) COMP
 LH0689  MODELED GRAVITY -    979,997.8   (mgal)                       NAVD 88
 LH0689
 LH0689  VERT ORDER      -  SECOND    CLASS 0
 LH0689
 LH0689.The horizontal coordinates were scaled from a map and have
 LH0689.an estimated accuracy of +/- 6 seconds.
 LH0689
 LH0689.The orthometric height was determined by differential leveling and
 LH0689.adjusted by the NATIONAL GEODETIC SURVEY
 LH0689.in June 1991.
 LH0689
 LH0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0689.GEOID18 height accuracy estimate available here.
 LH0689
 LH0689.Click photographs - Photos may exist for this station.
 LH0689
 LH0689.The dynamic height is computed by dividing the NAVD 88
 LH0689.geopotential number by the normal gravity value computed on the
 LH0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0689.degrees latitude (g = 980.6199 gals.).
 LH0689
 LH0689.The modeled gravity was interpolated from observed gravity values.
 LH0689
 LH0689;                    North         East    Units  Estimated Accuracy
 LH0689;SPC NE       -    72,910.      579,260.      MT  (+/- 180 meters Scaled)
 LH0689
 LH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK944817(NAD 83)
 LH0689
 LH0689                          SUPERSEDED SURVEY CONTROL
 LH0689
 LH0689  NGVD 29 (??/??/92)  672.860  (m)         2207.54   (f) ADJ UNCH    2 0
 LH0689
 LH0689.Superseded values are not recommended for survey control.
 LH0689
 LH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0689.See file dsdata.pdf to determine how the superseded data were derived.
 LH0689
 LH0689_MARKER: DB = BENCH MARK DISK
 LH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0689_STAMPING: V 164 1934
 LH0689_MARK LOGO: CGS
 LH0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0689+STABILITY: SURFACE MOTION
 LH0689
 LH0689  HISTORY     - Date     Condition        Report By
 LH0689  HISTORY     - 1934     MONUMENTED       CGS
 LH0689  HISTORY     - 20210304 MARK NOT FOUND   NEGS
 LH0689
 LH0689                          STATION DESCRIPTION
 LH0689
 LH0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0689'3.1 MI E FROM AXTELL.
 LH0689'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0689'FROM THE ROAD CROSSING ONE BLOCK EAST OF THE STATION AT AXTELL,
 LH0689'KEARNEY COUNTY, 2 RAILS EAST OF A ROAD CROSSING, 42 FEET NORTH
 LH0689'OF THE CENTERLINE OF THE TRACK, AND AT THE NORTH PROPERTY LINE.
 LH0689'A STANDARD DISK, STAMPED V 164 1934 AND SET IN THE TOP OF A
 LH0689'CONCRETE POST.
 LH0689
 LH0689                          STATION RECOVERY (2021)
 LH0689
 LH0689'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (CC)
 LH0689'MARK SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0032 ***********************************************************************
 LJ0032  DESIGNATION -  V 165 RESET
 LJ0032  PID         -  LJ0032
 LJ0032  STATE/COUNTY-  NE/FRONTIER
 LJ0032  COUNTRY     -  US
 LJ0032  USGS QUAD   -  EUSTIS (2017)
 LJ0032
 LJ0032                         *CURRENT SURVEY CONTROL
 LJ0032  ______________________________________________________________________
 LJ0032* NAD 83(1986) POSITION- 40 40 14.     (N) 100 03 00.     (W)   SCALED
 LJ0032* NAVD 88 ORTHO HEIGHT -   802.99  (meters)     2634.5   (feet) RESET
 LJ0032  ______________________________________________________________________
 LJ0032  GEOID HEIGHT    -        -23.780 (meters)                     GEOID18
 LJ0032  VERT ORDER      -  THIRD
 LJ0032
 LJ0032.The horizontal coordinates were scaled from a map and have
 LJ0032.an estimated accuracy of +/- 6 seconds.
 LJ0032
 LJ0032.The orthometric height was computed from unverified reset data.
 LJ0032
 LJ0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0032.GEOID18 height accuracy estimate available here.
 LJ0032
 LJ0032.Click photographs - Photos may exist for this station.
 LJ0032
 LJ0032;                    North         East    Units  Estimated Accuracy
 LJ0032;SPC NE       -    92,960.      495,770.      MT  (+/- 180 meters Scaled)
 LJ0032
 LJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML112027(NAD 83)
 LJ0032
 LJ0032                          SUPERSEDED SURVEY CONTROL
 LJ0032
 LJ0032  NGVD 29 (??/??/??)  802.67   (m)         2633.4    (f) RESET       3  
 LJ0032
 LJ0032.Superseded values are not recommended for survey control.
 LJ0032
 LJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0032.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0032
 LJ0032_MARKER: DB = BENCH MARK DISK
 LJ0032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LJ0032_SP_SET: CURB
 LJ0032_STAMPING: V 165 RESET 1962
 LJ0032_MARK LOGO: CGS
 LJ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0032
 LJ0032  HISTORY     - Date     Condition        Report By
 LJ0032  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0032
 LJ0032                          STATION DESCRIPTION
 LJ0032
 LJ0032'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0032'1.4 MI W FROM EUSTIS.
 LJ0032'1.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0032'FROM THE STATION AT EUSTIS, FRONTIER COUNTY, 95 FEET NORTH OF
 LJ0032'RAILROAD BRIDGE 40.10, AT THE SOUTHWEST CORNER OF A BRIDGE ON
 LJ0032'STATE HIGHWAY 23, AND SET IN THE CONCRETE CURB.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0691 ***********************************************************************
 LH0691  FBN         -  This is a Federal Base Network Control Station.
 LH0691  DESIGNATION -  V 166
 LH0691  PID         -  LH0691
 LH0691  STATE/COUNTY-  NE/HARLAN
 LH0691  COUNTRY     -  US
 LH0691  USGS QUAD   -  ORLEANS (2017)
 LH0691
 LH0691                         *CURRENT SURVEY CONTROL
 LH0691  ______________________________________________________________________
 LH0691* NAD 83(2011) POSITION- 40 07 58.82670(N) 099 27 56.61818(W)   ADJUSTED
 LH0691* NAD 83(2011) ELLIP HT-   584.954 (meters)        (06/27/12)   ADJUSTED
 LH0691* NAD 83(2011) EPOCH   -  2010.00
 LH0691* NAVD 88 ORTHO HEIGHT -   610.036 (meters)     2001.43  (feet) ADJUSTED
 LH0691  ______________________________________________________________________
 LH0691  GEOID HEIGHT    -        -25.089 (meters)                     GEOID18
 LH0691  NAD 83(2011) X  -   -803,153.172 (meters)                     COMP
 LH0691  NAD 83(2011) Y  - -4,817,153.613 (meters)                     COMP
 LH0691  NAD 83(2011) Z  -  4,089,664.987 (meters)                     COMP
 LH0691  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 LH0691  DYNAMIC HEIGHT  -        609.651 (meters)     2000.16  (feet) COMP
 LH0691  MODELED GRAVITY -    979,976.1   (mgal)                       NAVD 88
 LH0691
 LH0691  VERT ORDER      -  SECOND    CLASS 0
 LH0691
 LH0691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0691  Standards:
 LH0691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0691  -------------------------------------------------------------------
 LH0691  NETWORK    0.39   1.00           0.18   0.13   0.51     -0.00911296
 LH0691  -------------------------------------------------------------------
 LH0691  Click here for local accuracies and other accuracy information.
 LH0691
 LH0691.The horizontal coordinates were established by GPS observations
 LH0691.and adjusted by the National Geodetic Survey in June 2012.
 LH0691
 LH0691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0691.been affixed to the stable North American tectonic plate. See 
 LH0691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0691
 LH0691.The horizontal coordinates are valid at the epoch date displayed above
 LH0691.which is a decimal equivalence of Year/Month/Day.
 LH0691
 LH0691.The orthometric height was determined by differential leveling and
 LH0691.adjusted by the NATIONAL GEODETIC SURVEY
 LH0691.in June 1991.
 LH0691
 LH0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0691.GEOID18 height accuracy estimate available here.
 LH0691
 LH0691.Click photographs - Photos may exist for this station.
 LH0691
 LH0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0691
 LH0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0691
 LH0691.The ellipsoidal height was determined by GPS observations
 LH0691.and is referenced to NAD 83.
 LH0691
 LH0691.The dynamic height is computed by dividing the NAVD 88
 LH0691.geopotential number by the normal gravity value computed on the
 LH0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0691.degrees latitude (g = 980.6199 gals.).
 LH0691
 LH0691.The modeled gravity was interpolated from observed gravity values.
 LH0691
 LH0691. The following values were computed from the NAD 83(2011) position.
 LH0691
 LH0691;                    North         East     Units Scale Factor Converg.
 LH0691;SPC NE       -    33,415.080   545,532.059   MT  0.99994253   +0 21 14.6
 LH0691;SPC NE       -   109,629.31  1,789,799.76   sFT  0.99994253   +0 21 14.6
 LH0691;UTM  14      - 4,442,623.853   460,322.825   MT  0.99961938   -0 18 00.7
 LH0691
 LH0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0691!SPC NE       -   0.99990824  x   0.99994253  =   0.99985078
 LH0691!UTM  14      -   0.99990824  x   0.99961938  =   0.99952766
 LH0691
 LH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6032242623(NAD 83)
 LH0691
 LH0691                          SUPERSEDED SURVEY CONTROL
 LH0691
 LH0691  NAD 83(2007)-  40 07 58.82664(N)    099 27 56.61880(W) AD(2002.00) 0
 LH0691  ELLIP H (02/10/07)  584.977  (m)                       GP(2002.00)    
 LH0691  ELLIP H (07/10/01)  584.941  (m)                       GP(       ) 4 1
 LH0691  NAD 83(1995)-  40 07 58.82638(N)    099 27 56.61823(W) AD(       ) B
 LH0691  ELLIP H (06/25/96)  585.017  (m)                       GP(       ) 1 1
 LH0691  NAVD 88             610.04   (m)         2001.4    (f) LEVELING    3  
 LH0691  NGVD 29 (??/??/92)  609.779  (m)         2000.58   (f) ADJ UNCH    2 0
 LH0691
 LH0691.Superseded values are not recommended for survey control.
 LH0691
 LH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0691.See file dsdata.pdf to determine how the superseded data were derived.
 LH0691
 LH0691_MARKER: DB = BENCH MARK DISK
 LH0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0691_STAMPING: V 166 1934
 LH0691_MARK LOGO: CGS
 LH0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0691+STABILITY: SURFACE MOTION
 LH0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0691+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 LH0691
 LH0691  HISTORY     - Date     Condition        Report By
 LH0691  HISTORY     - 1934     MONUMENTED       CGS
 LH0691  HISTORY     - 1945     GOOD             CGS
 LH0691  HISTORY     - 19950424 GOOD             NGS
 LH0691  HISTORY     - 19950425 GOOD             NGS
 LH0691  HISTORY     - 20000501 GOOD             NGS
 LH0691  HISTORY     - 20021010 GOOD             NGS
 LH0691  HISTORY     - 20100628 GOOD             JEOCON
 LH0691
 LH0691                          STATION DESCRIPTION
 LH0691
 LH0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0691'AT ORLEANS.
 LH0691'AT ORLEANS, HARLAN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0691'RAILROAD, 12 POLES WEST OF THE STATION, AT THE CROSSING OF STATE
 LH0691'HIGHWAY 89, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 LH0691'AND 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 LH0691'DISK, STAMPED V 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0691
 LH0691                          STATION RECOVERY (1945)
 LH0691
 LH0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LH0691'RECOVERED IN GOOD CONDITION.
 LH0691
 LH0691                          STATION RECOVERY (1995)
 LH0691
 LH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH0691'THE MARK IS AT ORLEANS, AT THE WEST JUNCTION OF U.S. HIGHWAY 136 AND
 LH0691'STATE HIGHWAY 89, AT THE HIGHWAY 89 CROSSING OF THE BURLINGTON
 LH0691'RAILROAD, ON THE SOUTH RIGHT-OF-WAY OF HIGHWAY 89 AND IN THE NE1/4,
 LH0691'SEC21, T2N, R19W.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 LH0691'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 237.5 FT (72.4 M)
 LH0691'WEST-SOUTHWEST FROM THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY
 LH0691'136, STATE HIGHWAY 89 AND WEST MAPLE STREET, 73.8 FT (22.5 M)
 LH0691'SOUTHWEST FROM THE CENTER OF THE CROSSING, 38.0 FT (11.6 M) SOUTH FROM
 LH0691'THE CENTERLINE OF HIGHWAY 89, 4.0 FT (1.2 M) EAST FROM A UTILITY POLE,
 LH0691'2.7 FT (0.8 M) WEST FROM A WITNESS POST AND IS ABOUT 1.0 FT (0.3 M)
 LH0691'HIGHER THAN THE HIGHWAY.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH
 LH0691'SIDE OF THE MARK.
 LH0691
 LH0691                          STATION RECOVERY (1995)
 LH0691
 LH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (TR)
 LH0691'RECOVERED AS DESCRIBED.
 LH0691
 LH0691                          STATION RECOVERY (2000)
 LH0691
 LH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LH0691'THE MARK IS LOCATED IN ORLEANS.  TO REACH THE STATION FROM THE
 LH0691'JUNCTION OF US HIGHWAY 136 AND STATE HIGHWAY 89 ON THE WEST SIDE OF
 LH0691'ORLEANS, GO WEST ON HWY 89 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 LH0691'LEFT JUST AFTER CROSSING RAILROAD TRACKS.  THE STATION IS 237.5 FT
 LH0691'WEST OF THE CENTERLINE OF HIGHWAY 136, 38.0 FT (11.6 M) SOUTH OF THE
 LH0691'CENTERLINE OF HIGHWAY 89, 4.0 FT (1.2 M) EAST OF A POWER POLE, AND 2.7
 LH0691'FT (0.8 M) WEST OF A WITNESS POST.
 LH0691
 LH0691                          STATION RECOVERY (2002)
 LH0691
 LH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 LH0691'RECOVERED AS DESCRIBED.
 LH0691
 LH0691                          STATION RECOVERY (2010)
 LH0691
 LH0691'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 LH0691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0557 ***********************************************************************
 LG0557  DESIGNATION -  V 167
 LG0557  PID         -  LG0557
 LG0557  STATE/COUNTY-  NE/JEFFERSON
 LG0557  COUNTRY     -  US
 LG0557  USGS QUAD   -  JANSEN (2017)
 LG0557
 LG0557                         *CURRENT SURVEY CONTROL
 LG0557  ______________________________________________________________________
 LG0557* NAD 83(1986) POSITION- 40 11 20.     (N) 097 02 52.     (W)   SCALED
 LG0557* NAVD 88 ORTHO HEIGHT -   441.378 (meters)     1448.09  (feet) ADJUSTED
 LG0557  ______________________________________________________________________
 LG0557  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 LG0557  DYNAMIC HEIGHT  -        441.131 (meters)     1447.28  (feet) COMP
 LG0557  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 LG0557
 LG0557  VERT ORDER      -  SECOND    CLASS 0
 LG0557
 LG0557.The horizontal coordinates were scaled from a map and have
 LG0557.an estimated accuracy of +/- 6 seconds.
 LG0557
 LG0557.The orthometric height was determined by differential leveling and
 LG0557.adjusted by the NATIONAL GEODETIC SURVEY
 LG0557.in June 1991.
 LG0557
 LG0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0557.GEOID18 height accuracy estimate available here.
 LG0557
 LG0557.Click photographs - Photos may exist for this station.
 LG0557
 LG0557.The dynamic height is computed by dividing the NAVD 88
 LG0557.geopotential number by the normal gravity value computed on the
 LG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0557.degrees latitude (g = 980.6199 gals.).
 LG0557
 LG0557.The modeled gravity was interpolated from observed gravity values.
 LG0557
 LG0557;                    North         East    Units  Estimated Accuracy
 LG0557;SPC NE       -    43,770.      751,340.      MT  (+/- 180 meters Scaled)
 LG0557
 LG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK661505(NAD 83)
 LG0557
 LG0557                          SUPERSEDED SURVEY CONTROL
 LG0557
 LG0557  NGVD 29 (??/??/92)  441.232  (m)         1447.61   (f) ADJ UNCH    2 0
 LG0557
 LG0557.Superseded values are not recommended for survey control.
 LG0557
 LG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0557.See file dsdata.pdf to determine how the superseded data were derived.
 LG0557
 LG0557_MARKER: DB = BENCH MARK DISK
 LG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0557_STAMPING: V 167 1934
 LG0557_MARK LOGO: CGS
 LG0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0557+STABILITY: SURFACE MOTION
 LG0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0557+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0557
 LG0557  HISTORY     - Date     Condition        Report By
 LG0557  HISTORY     - 1934     MONUMENTED       CGS
 LG0557  HISTORY     - 19881004 GOOD             NGS
 LG0557
 LG0557                          STATION DESCRIPTION
 LG0557
 LG0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0557'2.1 MI E FROM JANSEN.
 LG0557'2.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0557'RAILROAD FROM THE STATION AT JANSEN, JEFFERSON COUNTY, 90 FEET
 LG0557'WEST OF MILEAGE C 147.10, ONE POLE EAST OF THE CENTER OF A ROAD
 LG0557'CROSSING, 59 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 10
 LG0557'FEET SOUTH OF A PROPERTY LINE.  A STANDARD DISK, STAMPED V 167
 LG0557'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0557
 LG0557                          STATION RECOVERY (1988)
 LG0557
 LG0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0557'TO REACH FROM THE FARMERS CO-OP GRAIN ELEVATOR, AT JANSEN, GO EAST ON
 LG0557'U.S.  HIGHWAY 136 FOR 3.38 KM (2.10 MI) TO A CROSSROAD, TURN RIGHT AND
 LG0557'GO SOUTH FOR 0.08 KM (0.05 MI) TO AN OLD, ABANDONED, RAILROAD GRADE
 LG0557'AND THE MARK ON THE LEFT, 28.35 M (93.01 FT) EAST FROM THE CENTERLINE
 LG0557'OF THE ROAD, 0.30 M (0.98 FT) SOUTH FROM AN EAST-WEST FENCE, 0.27 M
 LG0557'(0.89 FT) EAST FROM A WITNESS POST AND PROJECTING 0.21 M (0.69 FT)
 LG0557'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0339 ***********************************************************************
 LH0339  DESIGNATION -  V 168
 LH0339  PID         -  LH0339
 LH0339  STATE/COUNTY-  NE/ADAMS
 LH0339  COUNTRY     -  US
 LH0339  USGS QUAD   -  ROSELAND (2017)
 LH0339
 LH0339                         *CURRENT SURVEY CONTROL
 LH0339  ______________________________________________________________________
 LH0339* NAD 83(1986) POSITION- 40 28 08.     (N) 098 30 56.     (W)   SCALED
 LH0339* NAVD 88 ORTHO HEIGHT -   590.704 (meters)     1938.00  (feet) ADJUSTED
 LH0339  ______________________________________________________________________
 LH0339  GEOID HEIGHT    -        -25.376 (meters)                     GEOID18
 LH0339  DYNAMIC HEIGHT  -        590.367 (meters)     1936.90  (feet) COMP
 LH0339  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 LH0339
 LH0339  VERT ORDER      -  FIRST     CLASS II
 LH0339
 LH0339.The horizontal coordinates were scaled from a map and have
 LH0339.an estimated accuracy of +/- 6 seconds.
 LH0339
 LH0339.The orthometric height was determined by differential leveling and
 LH0339.adjusted by the NATIONAL GEODETIC SURVEY
 LH0339.in June 1991.
 LH0339
 LH0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0339.GEOID18 height accuracy estimate available here.
 LH0339
 LH0339.Click photographs - Photos may exist for this station.
 LH0339
 LH0339.The dynamic height is computed by dividing the NAVD 88
 LH0339.geopotential number by the normal gravity value computed on the
 LH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0339.degrees latitude (g = 980.6199 gals.).
 LH0339
 LH0339.The modeled gravity was interpolated from observed gravity values.
 LH0339
 LH0339;                    North         East    Units  Estimated Accuracy
 LH0339;SPC NE       -    71,650.      625,860.      MT  (+/- 180 meters Scaled)
 LH0339
 LH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK410799(NAD 83)
 LH0339
 LH0339                          SUPERSEDED SURVEY CONTROL
 LH0339
 LH0339  NGVD 29 (??/??/92)  590.474  (m)         1937.25   (f) ADJ UNCH    1 2
 LH0339
 LH0339.Superseded values are not recommended for survey control.
 LH0339
 LH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0339.See file dsdata.pdf to determine how the superseded data were derived.
 LH0339
 LH0339_MARKER: DB = BENCH MARK DISK
 LH0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0339_STAMPING: V 168 1934
 LH0339_MARK LOGO: CGS
 LH0339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0339+STABILITY: SURFACE MOTION
 LH0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0339+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 LH0339
 LH0339  HISTORY     - Date     Condition        Report By
 LH0339  HISTORY     - 1934     MONUMENTED       CGS
 LH0339  HISTORY     - 1947     GOOD             CGS
 LH0339  HISTORY     - 19980715 POOR             NEDR
 LH0339
 LH0339                          STATION DESCRIPTION
 LH0339
 LH0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0339'2.3 MI E FROM ROSELAND.
 LH0339'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0339'FROM THE STATION AT ROSELAND, ADAMS COUNTY, NEAR A ROAD CROSSING,
 LH0339'156 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET WEST
 LH0339'OF THE ROAD AND A SECTION CORNER.  A STANDARD DISK, STAMPED
 LH0339'V 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0339
 LH0339                          STATION RECOVERY (1998)
 LH0339
 LH0339'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH0339'RECOVERED IN POOR CONDITION, APPEARING TO LEAN TO THE NORTHEAST, ABOUT
 LH0339'2 MI (3.2 KM) EAST OF ROSELAND, ON ROAD RIGHT-OF-WAY AND IN THE SE1/4,
 LH0339'SEC23, T6N, R11W.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 74
 LH0339'AND ROSELAND AVENUE, AT THE SOUTHEAST EDGE OF ROSELAND, GO EAST ON
 LH0339'HIGHWAY 74 FOR 1.85 MI (2.98 KM) TO A COUNTY ROAD INTERSECTION.  TURN
 LH0339'LEFT AND GO NORTH AND EAST ON SUNDOWN ROAD FOR 0.15 MI (0.24 KM) TO
 LH0339'THE INTERSECTION WITH LIBERTY AVENUE.  TURN LEFT AND GO NORTH ON
 LH0339'LIBERTY AVENUE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, JUST SOUTH
 LH0339'OF A RAILROAD CROSSING.  IT IS SET INTO THE TOP OF A ROUND CONCRETE
 LH0339'MONUMENT, THAT IS ENCASED IN A METAL FORM, WHICH PROJECTS 0.35 M (1.15
 LH0339'FT) AND IS 47.25 M (155.02 FT) SOUTH OF THE CENTERLINE OF THE RAILROAD
 LH0339'TRACK, 21.32 M (69.95 FT) NORTH OF A NAIL IN A UTILITY POLE, 9.0 M
 LH0339'(29.5 FT) WEST OF THE CENTERLINE OF LIBERTY AVENUE AND 0.39 M (1.28
 LH0339'FT) EAST OF A WITNESS POST.  SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0322 ***********************************************************************
 LH0322  DESIGNATION -  V 169
 LH0322  PID         -  LH0322
 LH0322  STATE/COUNTY-  NE/WEBSTER
 LH0322  COUNTRY     -  US
 LH0322  USGS QUAD   -  AMBOY (2017)
 LH0322
 LH0322                         *CURRENT SURVEY CONTROL
 LH0322  ______________________________________________________________________
 LH0322* NAD 83(1986) POSITION- 40 05 09.     (N) 098 27 52.     (W)   SCALED
 LH0322* NAVD 88 ORTHO HEIGHT -   511.108 (meters)     1676.86  (feet) ADJUSTED
 LH0322  ______________________________________________________________________
 LH0322  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 LH0322  DYNAMIC HEIGHT  -        510.797 (meters)     1675.84  (feet) COMP
 LH0322  MODELED GRAVITY -    980,002.4   (mgal)                       NAVD 88
 LH0322
 LH0322  VERT ORDER      -  FIRST     CLASS II
 LH0322
 LH0322.The horizontal coordinates were scaled from a map and have
 LH0322.an estimated accuracy of +/- 6 seconds.
 LH0322
 LH0322.The orthometric height was determined by differential leveling and
 LH0322.adjusted by the NATIONAL GEODETIC SURVEY
 LH0322.in June 1991.
 LH0322
 LH0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0322.GEOID18 height accuracy estimate available here.
 LH0322
 LH0322.Click photographs - Photos may exist for this station.
 LH0322
 LH0322.The dynamic height is computed by dividing the NAVD 88
 LH0322.geopotential number by the normal gravity value computed on the
 LH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0322.degrees latitude (g = 980.6199 gals.).
 LH0322
 LH0322.The modeled gravity was interpolated from observed gravity values.
 LH0322
 LH0322;                    North         East    Units  Estimated Accuracy
 LH0322;SPC NE       -    29,200.      630,950.      MT  (+/- 180 meters Scaled)
 LH0322
 LH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK456374(NAD 83)
 LH0322
 LH0322                          SUPERSEDED SURVEY CONTROL
 LH0322
 LH0322  NGVD 29 (??/??/92)  510.896  (m)         1676.16   (f) ADJ UNCH    1 2
 LH0322
 LH0322.Superseded values are not recommended for survey control.
 LH0322
 LH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0322.See file dsdata.pdf to determine how the superseded data were derived.
 LH0322
 LH0322_MARKER: DB = BENCH MARK DISK
 LH0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0322_SP_SET: PIER
 LH0322_STAMPING: V 169 1934
 LH0322_MARK LOGO: CGS
 LH0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0322
 LH0322  HISTORY     - Date     Condition        Report By
 LH0322  HISTORY     - 1934     MONUMENTED       CGS
 LH0322  HISTORY     - 1947     GOOD             CGS
 LH0322
 LH0322                          STATION DESCRIPTION
 LH0322
 LH0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0322'1.6 MI W FROM LESTER.
 LH0322'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD
 LH0322'FROM THE JUNCTION AT LESTER, WEBSTER COUNTY, NEAR MILEPOST 192,
 LH0322'AT THE NORTHWEST CORNER OF BRIDGE NUMBER 192.13, AND IN THE
 LH0322'TOP OF THE CONCRETE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0578 ***********************************************************************
 LG0578  DESIGNATION -  V 171
 LG0578  PID         -  LG0578
 LG0578  STATE/COUNTY-  NE/JEFFERSON
 LG0578  COUNTRY     -  US
 LG0578  USGS QUAD   -  ENDICOTT (2017)
 LG0578
 LG0578                         *CURRENT SURVEY CONTROL
 LG0578  ______________________________________________________________________
 LG0578* NAD 83(1986) POSITION- 40 00 05.     (N) 097 00 17.     (W)   SCALED
 LG0578* NAVD 88 ORTHO HEIGHT -   385.221 (meters)     1263.85  (feet) ADJUSTED
 LG0578  ______________________________________________________________________
 LG0578  GEOID HEIGHT    -        -27.152 (meters)                     GEOID18
 LG0578  DYNAMIC HEIGHT  -        385.004 (meters)     1263.13  (feet) COMP
 LG0578  MODELED GRAVITY -    980,051.9   (mgal)                       NAVD 88
 LG0578
 LG0578  VERT ORDER      -  SECOND    CLASS 0
 LG0578
 LG0578.The horizontal coordinates were scaled from a map and have
 LG0578.an estimated accuracy of +/- 6 seconds.
 LG0578
 LG0578.The orthometric height was determined by differential leveling and
 LG0578.adjusted by the NATIONAL GEODETIC SURVEY
 LG0578.in June 1991.
 LG0578
 LG0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0578.GEOID18 height accuracy estimate available here.
 LG0578
 LG0578.Click photographs - Photos may exist for this station.
 LG0578
 LG0578.The dynamic height is computed by dividing the NAVD 88
 LG0578.geopotential number by the normal gravity value computed on the
 LG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0578.degrees latitude (g = 980.6199 gals.).
 LG0578
 LG0578.The modeled gravity was interpolated from observed gravity values.
 LG0578
 LG0578;                    North         East    Units  Estimated Accuracy
 LG0578;SPC NE       -    23,090.      755,720.      MT  (+/- 180 meters Scaled)
 LG0578
 LG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK703298(NAD 83)
 LG0578
 LG0578                          SUPERSEDED SURVEY CONTROL
 LG0578
 LG0578  NGVD 29 (??/??/92)  385.086  (m)         1263.40   (f) ADJ UNCH    2 0
 LG0578
 LG0578.Superseded values are not recommended for survey control.
 LG0578
 LG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0578.See file dsdata.pdf to determine how the superseded data were derived.
 LG0578
 LG0578_MARKER: DB = BENCH MARK DISK
 LG0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0578_STAMPING: V 171 1934
 LG0578_MARK LOGO: CGS
 LG0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0578+STABILITY: SURFACE MOTION
 LG0578
 LG0578  HISTORY     - Date     Condition        Report By
 LG0578  HISTORY     - 1934     MONUMENTED       CGS
 LG0578  HISTORY     - 1941     GOOD             CGS
 LG0578  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0578
 LG0578                          STATION DESCRIPTION
 LG0578
 LG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0578'1.6 MI N FROM HOLLENBERG.
 LG0578'IN JEFFERSON COUNTY, NEBRASKA, 1.6 MILES NORTH ALONG THE UNION
 LG0578'PACIFIC RAILROAD FROM THE STATION AT HOLLENBERG, WASHINGTON
 LG0578'COUNTY, KANSAS, 40 FEET NORTH OF POLE 138+79, AT THE
 LG0578'NEBRASKA-KANSAS STATE LINE, AT A ROAD CROSSING, 25 FEET EAST
 LG0578'OF THE CENTERLINE OF THE TRACK, AND 21 FEET SOUTH OF THE
 LG0578'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED V 171 1934
 LG0578'AND SET IN THE TOP OF A CONCRETE POST.
 LG0578
 LG0578                          STATION RECOVERY (1981)
 LG0578
 LG0578'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0551 ***********************************************************************
 LG0551  DESIGNATION -  V 172
 LG0551  PID         -  LG0551
 LG0551  STATE/COUNTY-  NE/JEFFERSON
 LG0551  COUNTRY     -  US
 LG0551  USGS QUAD   -  FAIRBURY SW (2017)
 LG0551
 LG0551                         *CURRENT SURVEY CONTROL
 LG0551  ______________________________________________________________________
 LG0551* NAD 83(1986) POSITION- 40 07 24.     (N) 097 11 21.     (W)   SCALED
 LG0551* NAVD 88 ORTHO HEIGHT -   400.606 (meters)     1314.32  (feet) ADJUSTED
 LG0551  ______________________________________________________________________
 LG0551  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 LG0551  DYNAMIC HEIGHT  -        400.378 (meters)     1313.57  (feet) COMP
 LG0551  MODELED GRAVITY -    980,043.7   (mgal)                       NAVD 88
 LG0551
 LG0551  VERT ORDER      -  SECOND    CLASS 0
 LG0551
 LG0551.The horizontal coordinates were scaled from a map and have
 LG0551.an estimated accuracy of +/- 6 seconds.
 LG0551
 LG0551.The orthometric height was determined by differential leveling and
 LG0551.adjusted by the NATIONAL GEODETIC SURVEY
 LG0551.in June 1991.
 LG0551
 LG0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0551.GEOID18 height accuracy estimate available here.
 LG0551
 LG0551.Click photographs - Photos may exist for this station.
 LG0551
 LG0551.The dynamic height is computed by dividing the NAVD 88
 LG0551.geopotential number by the normal gravity value computed on the
 LG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0551.degrees latitude (g = 980.6199 gals.).
 LG0551
 LG0551.The modeled gravity was interpolated from observed gravity values.
 LG0551
 LG0551;                    North         East    Units  Estimated Accuracy
 LG0551;SPC NE       -    36,090.      739,540.      MT  (+/- 180 meters Scaled)
 LG0551
 LG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK542430(NAD 83)
 LG0551
 LG0551                          SUPERSEDED SURVEY CONTROL
 LG0551
 LG0551  NGVD 29 (??/??/92)  400.460  (m)         1313.84   (f) ADJ UNCH    2 0
 LG0551
 LG0551.Superseded values are not recommended for survey control.
 LG0551
 LG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0551.See file dsdata.pdf to determine how the superseded data were derived.
 LG0551
 LG0551_MARKER: DB = BENCH MARK DISK
 LG0551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0551_SP_SET: PIER
 LG0551_STAMPING: V 172 1934
 LG0551_MARK LOGO: CGS
 LG0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0551
 LG0551  HISTORY     - Date     Condition        Report By
 LG0551  HISTORY     - 1934     MONUMENTED       CGS
 LG0551
 LG0551                          STATION DESCRIPTION
 LG0551
 LG0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0551'1.2 MI SW FROM FAIRBURY.
 LG0551'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0551'RAILROAD FROM THE STATION AT FAIRBURY, JEFFERSON COUNTY, 11
 LG0551'RAILS EAST OF A ROAD CROSSING, AT THE SOUTHEAST CORNER OF
 LG0551'CONCRETE BRIDGE NO. 1567, AND IN A CONCRETE PIER.  A STANDARD
 LG0551'DISK, STAMPED V 172 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0367 ***********************************************************************
 LG0367  DESIGNATION -  V 173 RESET
 LG0367  PID         -  LG0367
 LG0367  STATE/COUNTY-  NE/LANCASTER
 LG0367  COUNTRY     -  US
 LG0367  USGS QUAD   -  LINCOLN (2017)
 LG0367
 LG0367                         *CURRENT SURVEY CONTROL
 LG0367  ______________________________________________________________________
 LG0367* NAD 83(1986) POSITION- 40 48 48.     (N) 096 42 53.     (W)   SCALED
 LG0367* NAVD 88 ORTHO HEIGHT -   350.938 (meters)     1151.37  (feet) ADJUSTED
 LG0367  ______________________________________________________________________
 LG0367  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 LG0367  DYNAMIC HEIGHT  -        350.782 (meters)     1150.86  (feet) COMP
 LG0367  MODELED GRAVITY -    980,169.6   (mgal)                       NAVD 88
 LG0367
 LG0367  VERT ORDER      -  FIRST     CLASS II
 LG0367
 LG0367.The horizontal coordinates were scaled from a map and have
 LG0367.an estimated accuracy of +/- 6 seconds.
 LG0367
 LG0367.The orthometric height was determined by differential leveling and
 LG0367.adjusted by the NATIONAL GEODETIC SURVEY
 LG0367.in May 1993.
 LG0367
 LG0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0367.GEOID18 height accuracy estimate available here.
 LG0367
 LG0367.Click photographs - Photos may exist for this station.
 LG0367
 LG0367.The dynamic height is computed by dividing the NAVD 88
 LG0367.geopotential number by the normal gravity value computed on the
 LG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0367.degrees latitude (g = 980.6199 gals.).
 LG0367
 LG0367.The modeled gravity was interpolated from observed gravity values.
 LG0367
 LG0367;                    North         East    Units  Estimated Accuracy
 LG0367;SPC NE       -   114,070.      777,050.      MT  (+/- 180 meters Scaled)
 LG0367
 LG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL927205(NAD 83)
 LG0367
 LG0367                          SUPERSEDED SURVEY CONTROL
 LG0367
 LG0367  NGVD 29 (??/??/??)  350.84   (m)         1151.0    (f) RESET       3  
 LG0367
 LG0367.Superseded values are not recommended for survey control.
 LG0367
 LG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0367.See file dsdata.pdf to determine how the superseded data were derived.
 LG0367
 LG0367_MARKER: DB = BENCH MARK DISK
 LG0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0367_STAMPING: V 173 RESET 1955
 LG0367_MARK LOGO: CGS
 LG0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0367+STABILITY: SURFACE MOTION
 LG0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0367+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0367
 LG0367  HISTORY     - Date     Condition        Report By
 LG0367  HISTORY     - 1955     MONUMENTED       NEDR
 LG0367  HISTORY     - 19911022 GOOD             NGS
 LG0367  HISTORY     - 20040804 GOOD             USPSQD
 LG0367
 LG0367                          STATION DESCRIPTION
 LG0367
 LG0367'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 LG0367'AT LINCOLN.
 LG0367'AT LINCOLN, LANCASTER COUNTY, ON THE UNION PACIFIC RAILROAD, 39
 LG0367'FEET SOUTH OF THE SOUTH END OF THE FREIGHT OFFICE, AT THE O
 LG0367'STREET VIADUCT, AT THE WEST FACE OF THE NORTH COLUMN OF THE
 LG0367'SIXTH CONCRETE PIER FROM THE WEST END, AND 20 FEET EAST OF THE
 LG0367'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED V 173
 LG0367'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LG0367'INCHES ABOVE THE GROUND.
 LG0367
 LG0367                          STATION RECOVERY (1991)
 LG0367
 LG0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0367'IN LINCOLN, AT THE INTERSECTION OF O STREET (U.S. HIGHWAY 34) AND THE
 LG0367'UNION PACIFIC RAILROAD, 5.4 M (17.7 FT) EAST OF AND LEVEL WITH THE
 LG0367'NEAR RAIL, 1.3 M (4.3 FT) SOUTH OF THE CENTER OF A STAIRWAY, AND 0.1
 LG0367'M (0.3 FT) WEST OF THE WEST FACE OF THE MOST NORTHERLY OF 3 COLUMNS
 LG0367'OF THE 6TH PIER EAST OF THE WEST ABUTMENT OF THE HIGHWAY OVERPASS OF
 LG0367'THE RAILROAD.
 LG0367
 LG0367                          STATION RECOVERY (2004)
 LG0367
 LG0367'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0367'MARK FOUND GOOD.  THE 1991 DESCRIPTION IS ACCURATE WITH THE EXCEPTION
 LG0367'THAT THERE IS NO LONGER A STAIRWAY 4.3 FEET NORTH OF THE MARK.  THE
 LG0367'STAIRWAY HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0342 ***********************************************************************
 LG0342  DESIGNATION -  V 174
 LG0342  PID         -  LG0342
 LG0342  STATE/COUNTY-  NE/GAGE
 LG0342  COUNTRY     -  US
 LG0342  USGS QUAD   -  CORTLAND (2017)
 LG0342
 LG0342                         *CURRENT SURVEY CONTROL
 LG0342  ______________________________________________________________________
 LG0342* NAD 83(1986) POSITION- 40 30 26.     (N) 096 42 20.     (W)   SCALED
 LG0342* NAVD 88 ORTHO HEIGHT -   440.742 (meters)     1446.00  (feet) ADJUSTED
 LG0342  ______________________________________________________________________
 LG0342  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 LG0342  DYNAMIC HEIGHT  -        440.526 (meters)     1445.29  (feet) COMP
 LG0342  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 LG0342
 LG0342  VERT ORDER      -  SECOND    CLASS 0
 LG0342
 LG0342.The horizontal coordinates were scaled from a map and have
 LG0342.an estimated accuracy of +/- 6 seconds.
 LG0342
 LG0342.The orthometric height was determined by differential leveling and
 LG0342.adjusted by the NATIONAL GEODETIC SURVEY
 LG0342.in June 1991.
 LG0342
 LG0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0342.GEOID18 height accuracy estimate available here.
 LG0342
 LG0342.Click photographs - Photos may exist for this station.
 LG0342
 LG0342.The dynamic height is computed by dividing the NAVD 88
 LG0342.geopotential number by the normal gravity value computed on the
 LG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0342.degrees latitude (g = 980.6199 gals.).
 LG0342
 LG0342.The modeled gravity was interpolated from observed gravity values.
 LG0342
 LG0342;                    North         East    Units  Estimated Accuracy
 LG0342;SPC NE       -    80,140.      779,110.      MT  (+/- 180 meters Scaled)
 LG0342
 LG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK944865(NAD 83)
 LG0342
 LG0342                          SUPERSEDED SURVEY CONTROL
 LG0342
 LG0342  NGVD 29 (??/??/92)  440.633  (m)         1445.64   (f) ADJ UNCH    2 0
 LG0342
 LG0342.Superseded values are not recommended for survey control.
 LG0342
 LG0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0342.See file dsdata.pdf to determine how the superseded data were derived.
 LG0342
 LG0342_MARKER: DB = BENCH MARK DISK
 LG0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0342_STAMPING: V 174 1934
 LG0342_MARK LOGO: CGS
 LG0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0342+STABILITY: SURFACE MOTION
 LG0342
 LG0342  HISTORY     - Date     Condition        Report By
 LG0342  HISTORY     - 1934     MONUMENTED       CGS
 LG0342  HISTORY     - 1961     GOOD             CGS
 LG0342  HISTORY     - 1965     MARK NOT FOUND   CGS
 LG0342
 LG0342                          STATION DESCRIPTION
 LG0342
 LG0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0342'AT CORTLAND.
 LG0342'AT CORTLAND, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD, 12
 LG0342'RAILS NORTH OF THE STATION, 100 FEET EAST OF THE CENTER LINE OF
 LG0342'U.S. HIGHWAY 77, 48 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LG0342'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 LG0342'V 174 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0342
 LG0342                          STATION RECOVERY (1965)
 LG0342
 LG0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LG0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0183 ***********************************************************************
 LG0183  DESIGNATION -  V 176 RESET
 LG0183  PID         -  LG0183
 LG0183  STATE/COUNTY-  NE/JOHNSON
 LG0183  COUNTRY     -  US
 LG0183  USGS QUAD   -  TECUMSEH (2017)
 LG0183
 LG0183                         *CURRENT SURVEY CONTROL
 LG0183  ______________________________________________________________________
 LG0183* NAD 83(1986) POSITION- 40 21 56.     (N) 096 11 44.     (W)   SCALED
 LG0183* NAVD 88 ORTHO HEIGHT -   340.604 (meters)     1117.46  (feet) ADJUSTED
 LG0183  ______________________________________________________________________
 LG0183  GEOID HEIGHT    -        -28.353 (meters)                     GEOID18
 LG0183  DYNAMIC HEIGHT  -        340.421 (meters)     1116.86  (feet) COMP
 LG0183  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LG0183
 LG0183  VERT ORDER      -  SECOND    CLASS 0
 LG0183
 LG0183.The horizontal coordinates were scaled from a map and have
 LG0183.an estimated accuracy of +/- 6 seconds.
 LG0183
 LG0183.The orthometric height was determined by differential leveling and
 LG0183.adjusted by the NATIONAL GEODETIC SURVEY
 LG0183.in June 1991.
 LG0183
 LG0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0183.GEOID18 height accuracy estimate available here.
 LG0183
 LG0183.Click photographs - Photos may exist for this station.
 LG0183
 LG0183.The dynamic height is computed by dividing the NAVD 88
 LG0183.geopotential number by the normal gravity value computed on the
 LG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0183.degrees latitude (g = 980.6199 gals.).
 LG0183
 LG0183.The modeled gravity was interpolated from observed gravity values.
 LG0183
 LG0183;                    North         East    Units  Estimated Accuracy
 LG0183;SPC NE       -    66,200.      822,990.      MT  (+/- 180 meters Scaled)
 LG0183
 LG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK381721(NAD 83)
 LG0183
 LG0183                          SUPERSEDED SURVEY CONTROL
 LG0183
 LG0183  NGVD 29 (??/??/92)  340.513  (m)         1117.17   (f) ADJ UNCH    2 0
 LG0183
 LG0183.Superseded values are not recommended for survey control.
 LG0183
 LG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0183.See file dsdata.pdf to determine how the superseded data were derived.
 LG0183
 LG0183_MARKER: DB = BENCH MARK DISK
 LG0183_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG0183_SP_SET: STEP
 LG0183_STAMPING: V 176 RESET 1956
 LG0183_MARK LOGO: CGS
 LG0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0183
 LG0183  HISTORY     - Date     Condition        Report By
 LG0183  HISTORY     - 1956     MONUMENTED       CBQRR
 LG0183  HISTORY     - 1961     GOOD             CGS
 LG0183
 LG0183                          STATION DESCRIPTION
 LG0183
 LG0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0183'AT TECUMSEH.
 LG0183'AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT TECUMSEH,
 LG0183'45 FEET EAST OF THE SOUTHWEST CORNER OF THE STATION, 37.6 FEET
 LG0183'WEST OF THE SOUTHEAST CORNER OF THE STATION, 29 FEET NORTH
 LG0183'OF THE NORTH RAIL, 8 INCHES WEST OF THE EAST END OF THE FIRST
 LG0183'STEP, SET IN A CONCRETE STEP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0571 ***********************************************************************
 NN0571  DESIGNATION -  V 18
 NN0571  PID         -  NN0571
 NN0571  STATE/COUNTY-  NE/ROCK
 NN0571  COUNTRY     -  US
 NN0571  USGS QUAD   -  BASSETT (2017)
 NN0571
 NN0571                         *CURRENT SURVEY CONTROL
 NN0571  ______________________________________________________________________
 NN0571* NAD 83(1986) POSITION- 42 35 07.     (N) 099 32 12.     (W)   SCALED
 NN0571* NAVD 88 ORTHO HEIGHT -   708.349 (meters)     2323.98  (feet) ADJUSTED
 NN0571  ______________________________________________________________________
 NN0571  GEOID HEIGHT    -        -23.270 (meters)                     GEOID18
 NN0571  DYNAMIC HEIGHT  -        708.061 (meters)     2323.03  (feet) COMP
 NN0571  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 NN0571
 NN0571  VERT ORDER      -  FIRST     CLASS II
 NN0571
 NN0571.The horizontal coordinates were scaled from a map and have
 NN0571.an estimated accuracy of +/- 6 seconds.
 NN0571
 NN0571.The orthometric height was determined by differential leveling and
 NN0571.adjusted by the NATIONAL GEODETIC SURVEY
 NN0571.in June 1991.
 NN0571
 NN0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0571.GEOID18 height accuracy estimate available here.
 NN0571
 NN0571.Click photographs - Photos may exist for this station.
 NN0571
 NN0571.The dynamic height is computed by dividing the NAVD 88
 NN0571.geopotential number by the normal gravity value computed on the
 NN0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0571.degrees latitude (g = 980.6199 gals.).
 NN0571
 NN0571.The modeled gravity was interpolated from observed gravity values.
 NN0571
 NN0571;                    North         East    Units  Estimated Accuracy
 NN0571;SPC NE       -   305,660.      538,030.      MT  (+/- 180 meters Scaled)
 NN0571
 NN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN559149(NAD 83)
 NN0571
 NN0571                          SUPERSEDED SURVEY CONTROL
 NN0571
 NN0571  NGVD 29 (??/??/92)  708.101  (m)         2323.16   (f) ADJ UNCH    1 2
 NN0571
 NN0571.Superseded values are not recommended for survey control.
 NN0571
 NN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0571.See file dsdata.pdf to determine how the superseded data were derived.
 NN0571
 NN0571_MARKER: DB = BENCH MARK DISK
 NN0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0571_STAMPING: 2323.161 V 18 1933
 NN0571_MARK LOGO: CGS
 NN0571_PROJECTION: FLUSH
 NN0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0571+STABILITY: SURFACE MOTION
 NN0571
 NN0571  HISTORY     - Date     Condition        Report By
 NN0571  HISTORY     - 1933     MONUMENTED       CGS
 NN0571
 NN0571                          STATION DESCRIPTION
 NN0571
 NN0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0571'AT BASSETT.
 NN0571'AT BASSETT, ROCK COUNTY, 1-1/2 BLOCKS SOUTH AND 1 BLOCK EAST
 NN0571'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AT THE
 NN0571'METHODIST EPISCOPAL CHURCH, AT THE NORTHEAST CORNER OF THE YARD,
 NN0571'AND AT THE SOUTHWEST CORNER OF THE WALK INTERSECTION.  A STANDARD
 NN0571'DISK, STAMPED 2323.161 V 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0571'POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0572 ***********************************************************************
 NN0572  DESIGNATION -  V 18 RESET
 NN0572  PID         -  NN0572
 NN0572  STATE/COUNTY-  NE/ROCK
 NN0572  COUNTRY     -  US
 NN0572  USGS QUAD   -  BASSETT (2017)
 NN0572
 NN0572                         *CURRENT SURVEY CONTROL
 NN0572  ______________________________________________________________________
 NN0572* NAD 83(1986) POSITION- 42 35 07.     (N) 099 32 11.     (W)   SCALED
 NN0572* NAVD 88 ORTHO HEIGHT -   708.38  (meters)     2324.1   (feet) RESET
 NN0572  ______________________________________________________________________
 NN0572  GEOID HEIGHT    -        -23.270 (meters)                     GEOID18
 NN0572  VERT ORDER      -  THIRD
 NN0572
 NN0572.The horizontal coordinates were scaled from a map and have
 NN0572.an estimated accuracy of +/- 6 seconds.
 NN0572
 NN0572.The orthometric height was computed from unverified reset data.
 NN0572
 NN0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0572.GEOID18 height accuracy estimate available here.
 NN0572
 NN0572.Click photographs - Photos may exist for this station.
 NN0572
 NN0572;                    North         East    Units  Estimated Accuracy
 NN0572;SPC NE       -   305,660.      538,050.      MT  (+/- 180 meters Scaled)
 NN0572
 NN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN559149(NAD 83)
 NN0572
 NN0572                          SUPERSEDED SURVEY CONTROL
 NN0572
 NN0572  NGVD 29 (??/??/??)  708.13   (m)         2323.3    (f) RESET       3  
 NN0572
 NN0572.Superseded values are not recommended for survey control.
 NN0572
 NN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0572.See file dsdata.pdf to determine how the superseded data were derived.
 NN0572
 NN0572_MARKER: DB = BENCH MARK DISK
 NN0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0572_STAMPING: V 18 RESET 1965
 NN0572_MARK LOGO: CGS
 NN0572_PROJECTION: FLUSH
 NN0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0572+STABILITY: SURFACE MOTION
 NN0572
 NN0572  HISTORY     - Date     Condition        Report By
 NN0572  HISTORY     - 1965     MONUMENTED       LOCENG
 NN0572  HISTORY     - 1966     GOOD             CGS
 NN0572
 NN0572                          STATION DESCRIPTION
 NN0572
 NN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NN0572'AT BASSETT.
 NN0572'AT BASSETT, 1 1/2 BLOCKS SOUTH AND 1 BLOCK EAST OF THE CHICAGO
 NN0572'AND NORTH WESTERN RAILWAY STATION, AT THE BASSETT TELEPHONE
 NN0572'OFFICE, NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, AT
 NN0572'THE SOUTHEAST CORNER OF THE WALK INTERSECTION, SET IN THE TOP
 NN0572'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0281 ***********************************************************************
 NN0281  DESIGNATION -  V 19
 NN0281  PID         -  NN0281
 NN0281  STATE/COUNTY-  NE/BOYD
 NN0281  COUNTRY     -  US
 NN0281  USGS QUAD   -  BUTTE (2017)
 NN0281
 NN0281                         *CURRENT SURVEY CONTROL
 NN0281  ______________________________________________________________________
 NN0281* NAD 83(1986) POSITION- 42 53 11.     (N) 098 46 34.     (W)   SCALED
 NN0281* NAVD 88 ORTHO HEIGHT -   533.140 (meters)     1749.14  (feet) ADJUSTED
 NN0281  ______________________________________________________________________
 NN0281  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 NN0281  DYNAMIC HEIGHT  -        532.945 (meters)     1748.50  (feet) COMP
 NN0281  MODELED GRAVITY -    980,238.7   (mgal)                       NAVD 88
 NN0281
 NN0281  VERT ORDER      -  FIRST     CLASS II
 NN0281
 NN0281.The horizontal coordinates were scaled from a map and have
 NN0281.an estimated accuracy of +/- 6 seconds.
 NN0281
 NN0281.The orthometric height was determined by differential leveling and
 NN0281.adjusted by the NATIONAL GEODETIC SURVEY
 NN0281.in June 1991.
 NN0281
 NN0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0281.GEOID18 height accuracy estimate available here.
 NN0281
 NN0281.Click photographs - Photos may exist for this station.
 NN0281
 NN0281.The dynamic height is computed by dividing the NAVD 88
 NN0281.geopotential number by the normal gravity value computed on the
 NN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0281.degrees latitude (g = 980.6199 gals.).
 NN0281
 NN0281.The modeled gravity was interpolated from observed gravity values.
 NN0281
 NN0281;                    North         East    Units  Estimated Accuracy
 NN0281;SPC NE       -   339,710.      599,970.      MT  (+/- 180 meters Scaled)
 NN0281
 NN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN182482(NAD 83)
 NN0281
 NN0281                          SUPERSEDED SURVEY CONTROL
 NN0281
 NN0281  NGVD 29 (??/??/92)  532.852  (m)         1748.20   (f) ADJ UNCH    1 2
 NN0281
 NN0281.Superseded values are not recommended for survey control.
 NN0281
 NN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0281.See file dsdata.pdf to determine how the superseded data were derived.
 NN0281
 NN0281_MARKER: DB = BENCH MARK DISK
 NN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0281_STAMPING: 1748.199 V 19 1933
 NN0281_MARK LOGO: CGS
 NN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0281+STABILITY: SURFACE MOTION
 NN0281
 NN0281  HISTORY     - Date     Condition        Report By
 NN0281  HISTORY     - 1933     MONUMENTED       CGS
 NN0281
 NN0281                          STATION DESCRIPTION
 NN0281
 NN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0281'4.2 MI NW FROM SPENCER.
 NN0281'4-1/4 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM SPENCER,
 NN0281'BOYD COUNTY, 1/4 MILE EAST OF A ROAD INTERSECTION, 21 YARDS
 NN0281'EAST OF AN ENTRANCE TO A FIELD, 8 YARDS NORTH OF THE HIGHWAY,
 NN0281'4 YARDS WEST OF THE WEST ONE OF THREE COTTONWOOD TREES, AND 3
 NN0281'YARDS NORTH OF A FENCE.  A STANDARD DISK, STAMPED 1748.199
 NN0281'V 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0281'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0360 ***********************************************************************
 NN0360  DESIGNATION -  V 2
 NN0360  PID         -  NN0360
 NN0360  STATE/COUNTY-  NE/ROCK
 NN0360  COUNTRY     -  US
 NN0360  USGS QUAD   -  NEWPORT (2017)
 NN0360
 NN0360                         *CURRENT SURVEY CONTROL
 NN0360  ______________________________________________________________________
 NN0360* NAD 83(1986) POSITION- 42 36 00.     (N) 099 19 38.     (W)   SCALED
 NN0360* NAVD 88 ORTHO HEIGHT -   680.117 (meters)     2231.35  (feet) POSTED
 NN0360  ______________________________________________________________________
 NN0360  GEOID HEIGHT    -        -23.662 (meters)                     GEOID18
 NN0360  DYNAMIC HEIGHT  -        679.85  (meters)     2230.5   (feet) COMP
 NN0360  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 NN0360
 NN0360  VERT ORDER      -  * POSTED, SEE BELOW
 NN0360
 NN0360.The horizontal coordinates were scaled from a map and have
 NN0360.an estimated accuracy of +/- 6 seconds.
 NN0360
 NN0360.The orthometric height was determined by differential leveling
 NN0360.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0360
 NN0360.* This is a POSTED BENCH MARK height.
 NN0360
 NN0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0360.GEOID18 height accuracy estimate available here.
 NN0360
 NN0360.Click photographs - Photos may exist for this station.
 NN0360
 NN0360.The dynamic height is computed by dividing the NAVD 88
 NN0360.geopotential number by the normal gravity value computed on the
 NN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0360.degrees latitude (g = 980.6199 gals.).
 NN0360
 NN0360.The modeled gravity was interpolated from observed gravity values.
 NN0360
 NN0360;                    North         East    Units  Estimated Accuracy
 NN0360;SPC NE       -   307,400.      555,200.      MT  (+/- 180 meters Scaled)
 NN0360
 NN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN731164(NAD 83)
 NN0360
 NN0360                          SUPERSEDED SURVEY CONTROL
 NN0360
 NN0360.No superseded survey control is available for this station.
 NN0360
 NN0360_MARKER: Q = CHISELED SQUARE
 NN0360_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0360
 NN0360  HISTORY     - Date     Condition        Report By
 NN0360  HISTORY     - 1901     MONUMENTED       CGS
 NN0360  HISTORY     - 1946     MARK NOT FOUND   CGS
 NN0360  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0360
 NN0360                          STATION DESCRIPTION
 NN0360
 NN0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0360'AT NEWPORT.
 NN0360'AT NEWPORT, ROCK COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0360'16 FEET WEST OF THE STATION, AND 12 FEET NORTH OF THE NORTH RAIL
 NN0360'OF THE MAIN TRACK.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY
 NN0360'THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NN0360
 NN0360                          STATION RECOVERY (1964)
 NN0360
 NN0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0173 ***********************************************************************
 NO0173  DESIGNATION -  V 20
 NO0173  PID         -  NO0173
 NO0173  STATE/COUNTY-  NE/CHERRY
 NO0173  COUNTRY     -  US
 NO0173  USGS QUAD   -  KENNEDY (2017)
 NO0173
 NO0173                         *CURRENT SURVEY CONTROL
 NO0173  ______________________________________________________________________
 NO0173* NAD 83(1986) POSITION- 42 34 45.09   (N) 100 45 53.78   (W)   HD_HELD1
 NO0173* NAVD 88 ORTHO HEIGHT -   911.122 (meters)     2989.24  (feet) ADJUSTED
 NO0173  ______________________________________________________________________
 NO0173  GEOID HEIGHT    -        -21.188 (meters)                     GEOID18
 NO0173  DYNAMIC HEIGHT  -        910.701 (meters)     2987.86  (feet) COMP
 NO0173  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 NO0173
 NO0173  VERT ORDER      -  FIRST     CLASS II
 NO0173
 NO0173.The horizontal coordinates were determined by differentially corrected
 NO0173.hand held GPS observations or other comparable positioning techniques
 NO0173.and have an estimated accuracy of +/- 3 meters.
 NO0173
 NO0173.The orthometric height was determined by differential leveling and
 NO0173.adjusted by the NATIONAL GEODETIC SURVEY
 NO0173.in June 1991.
 NO0173
 NO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0173.GEOID18 height accuracy estimate available here.
 NO0173
 NO0173.Click photographs - Photos may exist for this station.
 NO0173
 NO0173.The dynamic height is computed by dividing the NAVD 88
 NO0173.geopotential number by the normal gravity value computed on the
 NO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0173.degrees latitude (g = 980.6199 gals.).
 NO0173
 NO0173.The modeled gravity was interpolated from observed gravity values.
 NO0173
 NO0173;                    North         East    Units  Estimated Accuracy
 NO0173;SPC NE       -   305,156.1     437,213.4     MT  (+/- 3 meters HH1 GPS) 
 NO0173
 NO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5516215596(NAD 83)
 NO0173
 NO0173                          SUPERSEDED SURVEY CONTROL
 NO0173
 NO0173  NGVD 29 (??/??/92)  910.806  (m)         2988.20   (f) ADJ UNCH    1 2
 NO0173
 NO0173.Superseded values are not recommended for survey control.
 NO0173
 NO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0173.See file dsdata.pdf to determine how the superseded data were derived.
 NO0173
 NO0173_MARKER: DB = BENCH MARK DISK
 NO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0173_STAMPING: 2988.203 V 20 1933
 NO0173_MARK LOGO: CGS
 NO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0173+STABILITY: SURFACE MOTION
 NO0173
 NO0173  HISTORY     - Date     Condition        Report By
 NO0173  HISTORY     - 1933     MONUMENTED       CGS
 NO0173  HISTORY     - 1934     GOOD             CGS
 NO0173  HISTORY     - 1984     GOOD             USGS
 NO0173  HISTORY     - 19910805 MARK NOT FOUND   NGS
 NO0173
 NO0173                          STATION DESCRIPTION
 NO0173
 NO0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0173'31 MI SW FROM VALENTINE.
 NO0173'4.0 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NO0173'SIMEON, CHERRY COUNTY, ABOUT 450 FEET SOUTHWEST OF A WINDMILL,
 NO0173'60 FEET EAST OF THE CENTERLINE OF THE ROAD, AND AT A SMALL
 NO0173'DEPRESSION BETWEEN TWO SAND HILLS.  A STANDARD DISK, STAMPED
 NO0173'2988.203 V 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0173'PROJECTING 4 INCHES ABOVE GROUND.
 NO0173
 NO0173                          STATION RECOVERY (1984)
 NO0173
 NO0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0173'T. 30 N., R. 29 W., NEAR SOUTHWEST CORNER NORTHWEST 1/4 --NORTHEAST
 NO0173'1/4 OF SECTION 18, APPROX 800 FEET SOUTH-SOUTHWEST OF WINDMILL, 20
 NO0173'FEET EAST OF NORTHSOUTH FE. THRU CENTER OF SECTION, IN A DEPRESSION,
 NO0173'A STANDARD TABLET, SET IN A CONCRETE POST, PROJETING 0.3 FEET,
 NO0173'STAMPED V 20 1933.
 NO0173
 NO0173                          STATION RECOVERY (1991)
 NO0173
 NO0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0173'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0056 ***********************************************************************
 LJ0056  DESIGNATION -  V 200
 LJ0056  PID         -  LJ0056
 LJ0056  STATE/COUNTY-  NE/RED WILLOW
 LJ0056  COUNTRY     -  US
 LJ0056  USGS QUAD   -  LEBANON (2017)
 LJ0056
 LJ0056                         *CURRENT SURVEY CONTROL
 LJ0056  ______________________________________________________________________
 LJ0056* NAD 83(1986) POSITION- 40 03 03.     (N) 100 16 50.     (W)   SCALED
 LJ0056* NAVD 88 ORTHO HEIGHT -   730.500 (meters)     2396.65  (feet) ADJUSTED
 LJ0056  ______________________________________________________________________
 LJ0056  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 LJ0056  DYNAMIC HEIGHT  -        730.007 (meters)     2395.03  (feet) COMP
 LJ0056  MODELED GRAVITY -    979,928.0   (mgal)                       NAVD 88
 LJ0056
 LJ0056  VERT ORDER      -  SECOND    CLASS 0
 LJ0056
 LJ0056.The horizontal coordinates were scaled from a map and have
 LJ0056.an estimated accuracy of +/- 6 seconds.
 LJ0056
 LJ0056.The orthometric height was determined by differential leveling and
 LJ0056.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0056.in June 1991.
 LJ0056
 LJ0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0056.GEOID18 height accuracy estimate available here.
 LJ0056
 LJ0056.Click photographs - Photos may exist for this station.
 LJ0056
 LJ0056.The dynamic height is computed by dividing the NAVD 88
 LJ0056.geopotential number by the normal gravity value computed on the
 LJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0056.degrees latitude (g = 980.6199 gals.).
 LJ0056
 LJ0056.The modeled gravity was interpolated from observed gravity values.
 LJ0056
 LJ0056;                    North         East    Units  Estimated Accuracy
 LJ0056;SPC NE       -    24,190.      476,060.      MT  (+/- 180 meters Scaled)
 LJ0056
 LJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK907341(NAD 83)
 LJ0056
 LJ0056                          SUPERSEDED SURVEY CONTROL
 LJ0056
 LJ0056  NGVD 29 (??/??/92)  730.205  (m)         2395.68   (f) ADJ UNCH    2 0
 LJ0056
 LJ0056.Superseded values are not recommended for survey control.
 LJ0056
 LJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0056.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0056
 LJ0056_MARKER: DB = BENCH MARK DISK
 LJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0056_STAMPING: V 200 1934
 LJ0056_MARK LOGO: CGS
 LJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0056+STABILITY: SURFACE MOTION
 LJ0056
 LJ0056  HISTORY     - Date     Condition        Report By
 LJ0056  HISTORY     - 1934     MONUMENTED       CGS
 LJ0056  HISTORY     - 20090904 MARK NOT FOUND   NEDR
 LJ0056
 LJ0056                          STATION DESCRIPTION
 LJ0056
 LJ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0056'AT LEBANON.
 LJ0056'AT LEBANON ABOUT 700 FEET WEST OF C.B. AND Q. RR. STATION AT
 LJ0056'LEBANON, 140 FEET WEST OF SECTION HOUSE, AT MILEPOST 46, 60
 LJ0056'FEET NORTH OF CENTERLINE OF STATE HIGHWAY 89, 20 FEET SOUTH
 LJ0056'OF CENTERLINE OF C.B. AND Q. RR. TRACK.
 LJ0056
 LJ0056                          STATION RECOVERY (2009)
 LJ0056
 LJ0056'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (HH)
 LJ0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0016 ***********************************************************************
 MM0016  DESIGNATION -  V 206
 MM0016  PID         -  MM0016
 MM0016  STATE/COUNTY-  NE/BLAINE
 MM0016  COUNTRY     -  US
 MM0016  USGS QUAD   -  DUNNING (2017)
 MM0016
 MM0016                         *CURRENT SURVEY CONTROL
 MM0016  ______________________________________________________________________
 MM0016* NAD 83(1986) POSITION- 41 49 05.77   (N) 100 05 36.77   (W)   HD_HELD1
 MM0016* NAVD 88 ORTHO HEIGHT -   806.273 (meters)     2645.25  (feet) ADJUSTED
 MM0016  ______________________________________________________________________
 MM0016  GEOID HEIGHT    -        -22.289 (meters)                     GEOID18
 MM0016  DYNAMIC HEIGHT  -        805.855 (meters)     2643.88  (feet) COMP
 MM0016  MODELED GRAVITY -    980,077.6   (mgal)                       NAVD 88
 MM0016
 MM0016  VERT ORDER      -  SECOND    CLASS 0
 MM0016
 MM0016.The horizontal coordinates were determined by differentially corrected
 MM0016.hand held GPS observations or other comparable positioning techniques
 MM0016.and have an estimated accuracy of +/- 3 meters.
 MM0016
 MM0016.The orthometric height was determined by differential leveling and
 MM0016.adjusted by the NATIONAL GEODETIC SURVEY
 MM0016.in June 1991.
 MM0016
 MM0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0016.GEOID18 height accuracy estimate available here.
 MM0016
 MM0016.Click photographs - Photos may exist for this station.
 MM0016
 MM0016.The dynamic height is computed by dividing the NAVD 88
 MM0016.geopotential number by the normal gravity value computed on the
 MM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0016.degrees latitude (g = 980.6199 gals.).
 MM0016
 MM0016.The modeled gravity was interpolated from observed gravity values.
 MM0016
 MM0016;                    North         East    Units  Estimated Accuracy
 MM0016;SPC NE       -   220,383.5     492,230.1     MT  (+/- 3 meters HH1 GPS) 
 MM0016
 MM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0917730177(NAD 83)
 MM0016
 MM0016                          SUPERSEDED SURVEY CONTROL
 MM0016
 MM0016  NGVD 29 (??/??/92)  805.977  (m)         2644.28   (f) ADJ UNCH    2 0
 MM0016
 MM0016.Superseded values are not recommended for survey control.
 MM0016
 MM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0016.See file dsdata.pdf to determine how the superseded data were derived.
 MM0016
 MM0016_MARKER: DB = BENCH MARK DISK
 MM0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0016_SP_SET: CULVERT HEADWALL
 MM0016_STAMPING: V 206 1939
 MM0016_MARK LOGO: CGS
 MM0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0016+STABILITY: SURFACE MOTION
 MM0016
 MM0016  HISTORY     - Date     Condition        Report By
 MM0016  HISTORY     - 1939     MONUMENTED       CGS
 MM0016  HISTORY     - 1950     GOOD             CGS
 MM0016  HISTORY     - 1977     GOOD             BNRR
 MM0016  HISTORY     - 19910417 GOOD             NEDR
 MM0016
 MM0016                          STATION DESCRIPTION
 MM0016
 MM0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0016'1.1 MI SE FROM DUNNING.
 MM0016'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0016'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, IN THE
 MM0016'TOP OF THE NORTH END OF A CONCRETE PIPE CULVERT, 10 FEET NORTH
 MM0016'OF THE NORTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MM0016'STANDARD DISK, STAMPED V 206 1939.
 MM0016
 MM0016                          STATION RECOVERY (1977)
 MM0016
 MM0016'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0016'RECOVERED IN GOOD CONDITION.
 MM0016
 MM0016                          STATION RECOVERY (1991)
 MM0016
 MM0016'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MM0016'NEAR THE EAST 1/4 CORNER, SEC4, T21N, R24W.  TO REACH FROM THE
 MM0016'INTERSECTION OF MAIN STREET AND STATE HIGHWAY 2, AT DUNNING, GO SOUTH
 MM0016'ON HIGHWAY 2 FOR 0.4 MI (0.6 KM) TO A GRAVELED ROAD ON THE LEFT.  TURN
 MM0016'LEFT AND GO SOUTHEAST ON THE GRAVELED ROAD, THAT PARALLELS THE NORTH
 MM0016'SIDE OF RAILROAD TRACKS, FOR 0.5 MI (0.8 KM) TO THE MARK IN THE TOP OF
 MM0016'THE HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD TRACKS.  IT IS
 MM0016'122 FT (37.2 M) SOUTH FROM THE CENTERLINE OF THE ROAD, 80.62 FT (24.57
 MM0016'M) WEST-SOUTHWEST FROM A NAIL IN A POWER POLE, 54.90 FT (16.73 M)
 MM0016'EAST-SOUTHEAST FROM A NAIL IN POWER POLE NUMBER 37, 39.4 FT (12.0 M)
 MM0016'SOUTH FROM THE RAILROAD RIGHT-OF-WAY FENCE, 21.3 FT (6.5 M) EAST FROM
 MM0016'THE CENTERLINE OF A DRIVE LEADING SOUTH AND 10.5 FT (3.2 M) NORTH FROM
 MM0016'THE CENTERLINE OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0295 ***********************************************************************
 LG0295  DESIGNATION -  V 207
 LG0295  PID         -  LG0295
 LG0295  STATE/COUNTY-  NE/LANCASTER
 LG0295  COUNTRY     -  US
 LG0295  USGS QUAD   -  BENNET (2017)
 LG0295
 LG0295                         *CURRENT SURVEY CONTROL
 LG0295  ______________________________________________________________________
 LG0295* NAD 83(1986) POSITION- 40 43 25.3    (N) 096 35 38.3    (W)   HD_HELD2
 LG0295* NAVD 88 ORTHO HEIGHT -   435.669 (meters)     1429.36  (feet) ADJUSTED
 LG0295  ______________________________________________________________________
 LG0295  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 LG0295  DYNAMIC HEIGHT  -        435.478 (meters)     1428.73  (feet) COMP
 LG0295  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 LG0295
 LG0295  VERT ORDER      -  FIRST     CLASS II
 LG0295
 LG0295.The horizontal coordinates were established by autonomous hand held GPS
 LG0295.observations and have an estimated accuracy of +/- 10 meters.
 LG0295
 LG0295.The orthometric height was determined by differential leveling and
 LG0295.adjusted by the NATIONAL GEODETIC SURVEY
 LG0295.in May 1993.
 LG0295
 LG0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0295.GEOID18 height accuracy estimate available here.
 LG0295
 LG0295.Click photographs - Photos may exist for this station.
 LG0295
 LG0295.The dynamic height is computed by dividing the NAVD 88
 LG0295.geopotential number by the normal gravity value computed on the
 LG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0295.degrees latitude (g = 980.6199 gals.).
 LG0295
 LG0295.The modeled gravity was interpolated from observed gravity values.
 LG0295
 LG0295;                    North         East    Units  Estimated Accuracy
 LG0295;SPC NE       -   104,521.      787,614.      MT  (+/- 10 meters HH2 GPS)
 LG0295
 LG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0320210869(NAD 83)
 LG0295
 LG0295                          SUPERSEDED SURVEY CONTROL
 LG0295
 LG0295  NAVD 88 (06/15/91)  435.652  (m)         1429.30   (f) SUPERSEDED  1 2
 LG0295  NGVD 29 (??/??/92)  435.545  (m)         1428.95   (f) ADJ UNCH    1 2
 LG0295
 LG0295.Superseded values are not recommended for survey control.
 LG0295
 LG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0295.See file dsdata.pdf to determine how the superseded data were derived.
 LG0295
 LG0295_MARKER: DB = BENCH MARK DISK
 LG0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0295_SP_SET: ELEVATOR FOUNDATION
 LG0295_STAMPING: V 207 1940
 LG0295_MARK LOGO: CGS
 LG0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0295+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0295
 LG0295  HISTORY     - Date     Condition        Report By
 LG0295  HISTORY     - 1940     MONUMENTED       CGS
 LG0295  HISTORY     - 1960     GOOD             CGS
 LG0295  HISTORY     - 1990     GOOD             USPSQD
 LG0295  HISTORY     - 19911023 GOOD             NGS
 LG0295
 LG0295                          STATION DESCRIPTION
 LG0295
 LG0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LG0295'AT CHENEY.
 LG0295'AT CHENEY, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0295'QUINCY RAILROAD, 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 LG0295'OF THE STATION, 27 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LG0295'AT A GRAIN ELEVATOR, IN THE FACE OF THE CONCRETE FOUNDATION,
 LG0295'0.5 FOOT EAST OF THE SOUTHWEST CORNER, AND 1.5 FET ABOVE GROUND.
 LG0295'A STANDARD DISK, STAMPED V 207 1940 AND SET VERTICALLY.
 LG0295
 LG0295                          STATION RECOVERY (1990)
 LG0295
 LG0295'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0295'RECOVERED IN GOOD CONDITION.
 LG0295
 LG0295                          STATION RECOVERY (1991)
 LG0295
 LG0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0295'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0295'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG0295'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE O.3 KM SOUTHEASTERLY
 LG0295'ALONG BREAGAN ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 LG0295'CIRCLE 4 FEED AND GRAIN ELEVATOR, 31.0 M (101.7 FT) SOUTHWEST OF THE
 LG0295'ROAD CENTERLINE, 2.5 M (8.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 LG0295'BURLINGTON NORTHERN RAILROAD, 0.6 M (2.0 FT) ABOVE THE GROUND
 LG0295'SURFACE, AND 0.2 M (0.7 FT) SOUTHEAST OF THE WEST CORNER OF THE
 LG0295'ELEVATOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9074 ***********************************************************************
 DG9074  DESIGNATION -  V 207 RESET
 DG9074  PID         -  DG9074
 DG9074  STATE/COUNTY-  NE/LANCASTER
 DG9074  COUNTRY     -  US
 DG9074  USGS QUAD   -  BENNET (2017)
 DG9074
 DG9074                         *CURRENT SURVEY CONTROL
 DG9074  ______________________________________________________________________
 DG9074* NAD 83(1986) POSITION- 40 43 25.     (N) 096 35 39.     (W)   SCALED
 DG9074* NAVD 88 ORTHO HEIGHT -   435.41  (meters)     1428.5   (feet) RESET
 DG9074  ______________________________________________________________________
 DG9074  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 DG9074  VERT ORDER      -  THIRD
 DG9074
 DG9074.The horizontal coordinates were scaled from a map and have
 DG9074.an estimated accuracy of +/- 6 seconds.
 DG9074
 DG9074.The orthometric height was computed from unverified reset data.
 DG9074
 DG9074.No vertical observational check was made to the station.
 DG9074
 DG9074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9074.GEOID18 height accuracy estimate available here.
 DG9074
 DG9074.Click photographs - Photos may exist for this station.
 DG9074
 DG9074;                    North         East    Units  Estimated Accuracy
 DG9074;SPC NE       -   104,510.      787,600.      MT  (+/- 180 meters Scaled)
 DG9074
 DG9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL031108(NAD 83)
 DG9074
 DG9074                          SUPERSEDED SURVEY CONTROL
 DG9074
 DG9074.No superseded survey control is available for this station.
 DG9074
 DG9074_MARKER: DV = VERTICAL CONTROL DISK
 DG9074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9074_STAMPING: V 207 RESET 2004
 DG9074_MARK LOGO: NGS
 DG9074_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9074+STABILITY: SURFACE MOTION
 DG9074
 DG9074  HISTORY     - Date     Condition        Report By
 DG9074  HISTORY     - 2004     MONUMENTED       NEDR
 DG9074
 DG9074                          STATION DESCRIPTION
 DG9074
 DG9074'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9074'NEAREST TOWN CHENEY.  FROM 91ST AND HIGHWAY 2 INTERSECTION, TURN RIGHT
 DG9074'(SOUTH) AND GO APPROXIMATELY 0.1 MILE (0.2 KM) TO 91ST STREET SOUTH,
 DG9074'TURN LEFT GO SOUTHEASTERLY APPROXIMATELY 0.4 MILE (0.6 KM) TO 3RD AND
 DG9074'SMITH STREET TO BM WEST NORTHWEST OF OLD GRAIN ELEVATOR, SOUTH SIDE OF
 DG9074'BREAGAN STREET IN THE TOWN OF CHENEY.  36.93 FEET (11.26 M) NORTH
 DG9074'NORTHEAST TO CHISELED X AT WEST END OF HEADWALL.  103.18 FEET (31.45
 DG9074'M) EAST TO BOTTOM SOUTHWEST CORNER OF BRICK RETAINING WALL. 1.00 FEET
 DG9074'(0.30 M) EAST TO EDGE OF FIBERGLASS WITNESS SIGN AT HEADWALL.  78.20
 DG9074'FEET (23.84 M) SOUTHWEST TO CHISELED X ON SIDE CONCRETE TANK BASE
 DG9074'(EAST SIDE) .
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0323 ***********************************************************************
 LG0323  DESIGNATION -  V 208 RESET
 LG0323  PID         -  LG0323
 LG0323  STATE/COUNTY-  NE/LANCASTER
 LG0323  COUNTRY     -  US
 LG0323  USGS QUAD   -  DENTON (2017)
 LG0323
 LG0323                         *CURRENT SURVEY CONTROL
 LG0323  ______________________________________________________________________
 LG0323* NAD 83(1986) POSITION- 40 44 58.     (N) 096 50 17.     (W)   SCALED
 LG0323* NAVD 88 ORTHO HEIGHT -   370.16  (+/-2cm)     1214.4   (feet) VERTCON
 LG0323  ______________________________________________________________________
 LG0323  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 LG0323  VERT ORDER      -  THIRD (See Below)
 LG0323
 LG0323.The horizontal coordinates were scaled from a map and have
 LG0323.an estimated accuracy of +/- 6 seconds.
 LG0323
 LG0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0323
 LG0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0323.GEOID18 height accuracy estimate available here.
 LG0323
 LG0323.The vertical order pertains to the NGVD 29 superseded value.
 LG0323
 LG0323.Click photographs - Photos may exist for this station.
 LG0323
 LG0323;                    North         East    Units  Estimated Accuracy
 LG0323;SPC NE       -   106,600.      766,910.      MT  (+/- 180 meters Scaled)
 LG0323
 LG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL825131(NAD 83)
 LG0323
 LG0323                          SUPERSEDED SURVEY CONTROL
 LG0323
 LG0323  NGVD 29 (??/??/??)  370.05   (m)         1214.1    (f) RESET       3  
 LG0323
 LG0323.Superseded values are not recommended for survey control.
 LG0323
 LG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0323.See file dsdata.pdf to determine how the superseded data were derived.
 LG0323
 LG0323_MARKER: DB = BENCH MARK DISK
 LG0323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0323_SP_SET: CULVERT WINGWALL
 LG0323_STAMPING: V 208 RESET 1943
 LG0323_MARK LOGO: CGS
 LG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0323+STABILITY: SURFACE MOTION
 LG0323
 LG0323  HISTORY     - Date     Condition        Report By
 LG0323  HISTORY     - 1943     MONUMENTED       CBQRR
 LG0323  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0323
 LG0323                          STATION DESCRIPTION
 LG0323
 LG0323'DESCRIBED BY BURLINGTON RAILROAD 1943
 LG0323'1.1 MI NE FROM DENTON.
 LG0323'1.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0323'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 510 FEET
 LG0323'NORTHEAST OF SEMAPHORE N 6857, AT CONCRETE CULVERT 68.48,
 LG0323'AND IN THE TOP OF THE NORTHEAST WING WALL.  A STANDARD DISK,
 LG0323'STAMPED V 208 RESET 1943.
 LG0323
 LG0323                          STATION RECOVERY (1991)
 LG0323
 LG0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0323'THERE IS A NEW CULVERT AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0430 ***********************************************************************
 LG0430  DESIGNATION -  V 209
 LG0430  PID         -  LG0430
 LG0430  STATE/COUNTY-  NE/SALINE
 LG0430  COUNTRY     -  US
 LG0430  USGS QUAD   -  DORCHESTER NW (2017)
 LG0430
 LG0430                         *CURRENT SURVEY CONTROL
 LG0430  ______________________________________________________________________
 LG0430* NAD 83(1986) POSITION- 40 39 32.     (N) 097 13 02.     (W)   SCALED
 LG0430* NAVD 88 ORTHO HEIGHT -   465.329 (meters)     1526.67  (feet) ADJUSTED
 LG0430  ______________________________________________________________________
 LG0430  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 LG0430  DYNAMIC HEIGHT  -        465.072 (meters)     1525.82  (feet) COMP
 LG0430  MODELED GRAVITY -    980,058.3   (mgal)                       NAVD 88
 LG0430
 LG0430  VERT ORDER      -  FIRST     CLASS II
 LG0430
 LG0430.The horizontal coordinates were scaled from a map and have
 LG0430.an estimated accuracy of +/- 6 seconds.
 LG0430
 LG0430.The orthometric height was determined by differential leveling and
 LG0430.adjusted by the NATIONAL GEODETIC SURVEY
 LG0430.in May 1993.
 LG0430
 LG0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0430.GEOID18 height accuracy estimate available here.
 LG0430
 LG0430.Click photographs - Photos may exist for this station.
 LG0430
 LG0430.The dynamic height is computed by dividing the NAVD 88
 LG0430.geopotential number by the normal gravity value computed on the
 LG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0430.degrees latitude (g = 980.6199 gals.).
 LG0430
 LG0430.The modeled gravity was interpolated from observed gravity values.
 LG0430
 LG0430;                    North         East    Units  Estimated Accuracy
 LG0430;SPC NE       -    95,450.      735,240.      MT  (+/- 180 meters Scaled)
 LG0430
 LG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL507024(NAD 83)
 LG0430
 LG0430                          SUPERSEDED SURVEY CONTROL
 LG0430
 LG0430  NAVD 88 (06/15/91)  465.336  (m)         1526.69   (f) SUPERSEDED  1 2
 LG0430  NGVD 29 (??/??/92)  465.171  (m)         1526.15   (f) ADJ UNCH    1 2
 LG0430
 LG0430.Superseded values are not recommended for survey control.
 LG0430
 LG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0430.See file dsdata.pdf to determine how the superseded data were derived.
 LG0430
 LG0430_MARKER: DB = BENCH MARK DISK
 LG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0430_STAMPING: V 209 1940
 LG0430_MARK LOGO: CGS
 LG0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0430+STABILITY: SURFACE MOTION
 LG0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0430+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0430
 LG0430  HISTORY     - Date     Condition        Report By
 LG0430  HISTORY     - 1940     MONUMENTED       CGS
 LG0430  HISTORY     - 19911008 GOOD             NGS
 LG0430
 LG0430                          STATION DESCRIPTION
 LG0430
 LG0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0430'3.7 MI E FROM FRIEND.
 LG0430'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0430'FROM THE STATION AT FRIEND, SALINE COUNTY, AT THE CROSSING OF
 LG0430'A NORTH-AND-SOUTH GRAVEL ROAD, 94 FEET SOUTHWEST OF THE CENTER
 LG0430'OF THE CROSSING, 73 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LG0430'54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF A
 LG0430'POLE WITH TWO GUY WIRES, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0430'WITNESS POST.  A STANDARD DISK, STAMPED V 209 1940 AND SET IN THE
 LG0430'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0430
 LG0430                          STATION RECOVERY (1991)
 LG0430
 LG0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0430'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 33 FROM THE CITY HALL
 LG0430'IN CRETE, THENCE 4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0430'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG COUNTY ROAD 900, 23.0 M (75.5
 LG0430'FT) WEST OF THE ROAD CENTER, 15.5 M (50.9 FT) SOUTH OF THE NEAR RAIL
 LG0430'OF THE BURLINGTON NORTHERN RAILROAD, 2.1 M (6.9 FT) WEST OF A UTILITY
 LG0430'POLE WITH 2 GUY CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD,
 LG0430'0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS
 LG0430'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0245 ***********************************************************************
 NO0245  DESIGNATION -  V 21
 NO0245  PID         -  NO0245
 NO0245  STATE/COUNTY-  NE/CHERRY
 NO0245  COUNTRY     -  US
 NO0245  USGS QUAD   -  MULLEN (2017)
 NO0245
 NO0245                         *CURRENT SURVEY CONTROL
 NO0245  ______________________________________________________________________
 NO0245* NAD 83(1986) POSITION- 42 06 15.     (N) 101 02 10.     (W)   SCALED
 NO0245* NAVD 88 ORTHO HEIGHT -   990.156 (meters)     3248.54  (feet) ADJUSTED
 NO0245  ______________________________________________________________________
 NO0245  GEOID HEIGHT    -        -20.679 (meters)                     GEOID18
 NO0245  DYNAMIC HEIGHT  -        989.635 (meters)     3246.83  (feet) COMP
 NO0245  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 NO0245
 NO0245  VERT ORDER      -  FIRST     CLASS II
 NO0245
 NO0245.The horizontal coordinates were scaled from a map and have
 NO0245.an estimated accuracy of +/- 6 seconds.
 NO0245
 NO0245.The orthometric height was determined by differential leveling and
 NO0245.adjusted by the NATIONAL GEODETIC SURVEY
 NO0245.in June 1991.
 NO0245
 NO0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0245.GEOID18 height accuracy estimate available here.
 NO0245
 NO0245.Click photographs - Photos may exist for this station.
 NO0245
 NO0245.The dynamic height is computed by dividing the NAVD 88
 NO0245.geopotential number by the normal gravity value computed on the
 NO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0245.degrees latitude (g = 980.6199 gals.).
 NO0245
 NO0245.The modeled gravity was interpolated from observed gravity values.
 NO0245
 NO0245;                    North         East    Units  Estimated Accuracy
 NO0245;SPC NE       -   252,640.      414,320.      MT  (+/- 180 meters Scaled)
 NO0245
 NO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM316633(NAD 83)
 NO0245
 NO0245                          SUPERSEDED SURVEY CONTROL
 NO0245
 NO0245  NGVD 29 (02/14/92)  989.843  (m)         3247.51   (f) ADJUSTED    1 2
 NO0245  NGVD 29 (??/??/87)  989.809  (m)         3247.40   (f) SUPERSEDED  1 2
 NO0245
 NO0245.Superseded values are not recommended for survey control.
 NO0245
 NO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0245.See file dsdata.pdf to determine how the superseded data were derived.
 NO0245
 NO0245_MARKER: DB = BENCH MARK DISK
 NO0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0245_STAMPING: V 21 1933 3247.398
 NO0245_MARK LOGO: CGS
 NO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0245+STABILITY: SURFACE MOTION
 NO0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0245+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 NO0245
 NO0245  HISTORY     - Date     Condition        Report By
 NO0245  HISTORY     - 1933     MONUMENTED       CGS
 NO0245  HISTORY     - 1934     GOOD             CGS
 NO0245  HISTORY     - 19910814 GOOD             NGS
 NO0245
 NO0245                          STATION DESCRIPTION
 NO0245
 NO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0245'4.2 MI N FROM MULLEN.
 NO0245'IN CHERRY COUNTY, 4.2 MILES NORTH ALONG A PAVED ROAD FRM
 NO0245'MULLEN, HOOKER COUNTY, 0.4 MILE EAST AND 2.0 MILES SOUTH OF
 NO0245'REIGLE SCHOOL, 1.0 MILE NORTH OF THE CHERRY-HOOKER COUNTY LINE,
 NO0245'ON A SECTION LINE, 85 FEET WEST OF THE ROAD, AND 2 FEET NORTH
 NO0245'OF A FENCE.  A STANDARD DISK, STAMPED 3247.398 V 21 1933
 NO0245'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NO0245'GROUND.
 NO0245
 NO0245                          STATION RECOVERY (1934)
 NO0245
 NO0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0245'RECOVERED IN GOOD CONDITION.
 NO0245
 NO0245                          STATION RECOVERY (1991)
 NO0245
 NO0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0245'7.2 KM (4.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0245'OF STATE HIGHWAY 2 IN MULLEN, 47.8 M (156.8 FT) WEST OF THE HIGHWAY
 NO0245'CENTERLINE, 16.8 M (55.1 FT) SOUTHWEST OF A WITNESS POST AND FENCE,
 NO0245'16.5 M (54.1 FT) WEST-NORTHWEST OF A T-FENCE CORNER, 9.2 M (30.2 FT)
 NO0245'EAST-SOUTHEAST OF UTILITY POLE NUMBER 212 27 01, 6.3 M (20.7 FT)
 NO0245'NORTH OF A FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NO0245'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1398 ***********************************************************************
 MK1398  DESIGNATION -  V 210
 MK1398  PID         -  MK1398
 MK1398  STATE/COUNTY-  NE/PLATTE
 MK1398  COUNTRY     -  US
 MK1398  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1398
 MK1398                         *CURRENT SURVEY CONTROL
 MK1398  ______________________________________________________________________
 MK1398* NAD 83(1986) POSITION- 41 21 11.     (N) 097 34 37.     (W)   SCALED
 MK1398* NAVD 88 ORTHO HEIGHT -   463.997 (meters)     1522.30  (feet) ADJUSTED
 MK1398  ______________________________________________________________________
 MK1398  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 MK1398  DYNAMIC HEIGHT  -        463.787 (meters)     1521.61  (feet) COMP
 MK1398  MODELED GRAVITY -    980,154.8   (mgal)                       NAVD 88
 MK1398
 MK1398  VERT ORDER      -  FIRST     CLASS II
 MK1398
 MK1398.The horizontal coordinates were scaled from a map and have
 MK1398.an estimated accuracy of +/- 6 seconds.
 MK1398
 MK1398.The orthometric height was determined by differential leveling and
 MK1398.adjusted by the NATIONAL GEODETIC SURVEY
 MK1398.in June 1991.
 MK1398
 MK1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1398.GEOID18 height accuracy estimate available here.
 MK1398
 MK1398.Click photographs - Photos may exist for this station.
 MK1398
 MK1398.The dynamic height is computed by dividing the NAVD 88
 MK1398.geopotential number by the normal gravity value computed on the
 MK1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1398.degrees latitude (g = 980.6199 gals.).
 MK1398
 MK1398.The modeled gravity was interpolated from observed gravity values.
 MK1398
 MK1398;                    North         East    Units  Estimated Accuracy
 MK1398;SPC NE       -   171,570.      702,680.      MT  (+/- 180 meters Scaled)
 MK1398
 MK1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL190789(NAD 83)
 MK1398
 MK1398                          SUPERSEDED SURVEY CONTROL
 MK1398
 MK1398  NGVD 29 (??/??/92)  463.802  (m)         1521.66   (f) ADJ UNCH    1 2
 MK1398
 MK1398.Superseded values are not recommended for survey control.
 MK1398
 MK1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1398.See file dsdata.pdf to determine how the superseded data were derived.
 MK1398
 MK1398_MARKER: DB = BENCH MARK DISK
 MK1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1398_SP_SET: BRIDGE ABUTMENT
 MK1398_STAMPING: V 210 1940
 MK1398_MARK LOGO: CGS
 MK1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1398
 MK1398  HISTORY     - Date     Condition        Report By
 MK1398  HISTORY     - 1940     MONUMENTED       CGS
 MK1398
 MK1398                          STATION DESCRIPTION
 MK1398
 MK1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1398'5 MI SW FROM DUNCAN.
 MK1398'5.0 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1398'DUNCAN.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1398'RR., 160 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 7.5
 MK1398'FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, B.M. IS SET FLUSH
 MK1398'AND HORIZONTALLY IN TOP OF SOUTH END OF EAST CONCRETE ABUTMENT OF
 MK1398'STEEL RR. BRIDGE NO. 97.17.  NO 4 X 4 INCH WOODEN POST WAS SET
 MK1398'BECAUSE RR. BRIDGE SERVES AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1374 ***********************************************************************
 MK1374  DESIGNATION -  V 211
 MK1374  PID         -  MK1374
 MK1374  STATE/COUNTY-  NE/MERRICK
 MK1374  COUNTRY     -  US
 MK1374  USGS QUAD   -  POLK NW (2017)
 MK1374
 MK1374                         *CURRENT SURVEY CONTROL
 MK1374  ______________________________________________________________________
 MK1374* NAD 83(1986) POSITION- 41 11 28.     (N) 097 52 40.     (W)   SCALED
 MK1374* NAVD 88 ORTHO HEIGHT -   501.847 (meters)     1646.48  (feet) ADJUSTED
 MK1374  ______________________________________________________________________
 MK1374  GEOID HEIGHT    -        -25.306 (meters)                     GEOID18
 MK1374  DYNAMIC HEIGHT  -        501.605 (meters)     1645.68  (feet) COMP
 MK1374  MODELED GRAVITY -    980,125.2   (mgal)                       NAVD 88
 MK1374
 MK1374  VERT ORDER      -  FIRST     CLASS II
 MK1374
 MK1374.The horizontal coordinates were scaled from a map and have
 MK1374.an estimated accuracy of +/- 6 seconds.
 MK1374
 MK1374.The orthometric height was determined by differential leveling and
 MK1374.adjusted by the NATIONAL GEODETIC SURVEY
 MK1374.in June 1991.
 MK1374
 MK1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1374.GEOID18 height accuracy estimate available here.
 MK1374
 MK1374.Click photographs - Photos may exist for this station.
 MK1374
 MK1374.The dynamic height is computed by dividing the NAVD 88
 MK1374.geopotential number by the normal gravity value computed on the
 MK1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1374.degrees latitude (g = 980.6199 gals.).
 MK1374
 MK1374.The modeled gravity was interpolated from observed gravity values.
 MK1374
 MK1374;                    North         East    Units  Estimated Accuracy
 MK1374;SPC NE       -   152,930.      677,960.      MT  (+/- 180 meters Scaled)
 MK1374
 MK1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL941605(NAD 83)
 MK1374
 MK1374                          SUPERSEDED SURVEY CONTROL
 MK1374
 MK1374  NGVD 29 (??/??/92)  501.639  (m)         1645.79   (f) ADJ UNCH    1 2
 MK1374
 MK1374.Superseded values are not recommended for survey control.
 MK1374
 MK1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1374.See file dsdata.pdf to determine how the superseded data were derived.
 MK1374
 MK1374_MARKER: DB = BENCH MARK DISK
 MK1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1374_SP_SET: PIER
 MK1374_STAMPING: V 211 1940
 MK1374_MARK LOGO: CGS
 MK1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1374
 MK1374  HISTORY     - Date     Condition        Report By
 MK1374  HISTORY     - 1940     MONUMENTED       CGS
 MK1374  HISTORY     - 1950     GOOD             CGS
 MK1374
 MK1374                          STATION DESCRIPTION
 MK1374
 MK1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1374'2.9 MI SW FROM CLARKS.
 MK1374'2.9 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1374'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1374'IN OVERHEAD CONCRETE VIADUCT, 120 FEET NORTH OF CENTERLINE OF
 MK1374'HIGHWAY NO. 30, 14.1 FEET NORTH OF CENTERLINE OF NORTH MAIN TRACK,
 MK1374'B.M. IS SET FLUSH AND VERTICALLY IN THE SOUTH SIDE OF THE WEST
 MK1374'CONCRETE PIER OF THE THREE NORTH PIERS, 4.0 FEET ABOVE TOP OF
 MK1374'RAIL.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE VIADUCT SERVES
 MK1374'AS LANDMARK.
 MK1374
 MK1374                          STATION RECOVERY (1950)
 MK1374
 MK1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1146 ***********************************************************************
 MK1146  DESIGNATION -  V 212
 MK1146  PID         -  MK1146
 MK1146  STATE/COUNTY-  NE/MADISON
 MK1146  COUNTRY     -  US
 MK1146  USGS QUAD   -  MADISON (2017)
 MK1146
 MK1146                         *CURRENT SURVEY CONTROL
 MK1146  ______________________________________________________________________
 MK1146* NAD 83(1986) POSITION- 41 52 22.     (N) 097 27 41.     (W)   SCALED
 MK1146* NAVD 88 ORTHO HEIGHT -   498.254 (meters)     1634.69  (feet) ADJUSTED
 MK1146  ______________________________________________________________________
 MK1146  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 MK1146  DYNAMIC HEIGHT  -        498.055 (meters)     1634.04  (feet) COMP
 MK1146  MODELED GRAVITY -    980,207.4   (mgal)                       NAVD 88
 MK1146
 MK1146  VERT ORDER      -  FIRST     CLASS II
 MK1146
 MK1146.The horizontal coordinates were scaled from a map and have
 MK1146.an estimated accuracy of +/- 6 seconds.
 MK1146
 MK1146.The orthometric height was determined by differential leveling and
 MK1146.adjusted by the NATIONAL GEODETIC SURVEY
 MK1146.in June 1991.
 MK1146
 MK1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1146.GEOID18 height accuracy estimate available here.
 MK1146
 MK1146.Click photographs - Photos may exist for this station.
 MK1146
 MK1146.The dynamic height is computed by dividing the NAVD 88
 MK1146.geopotential number by the normal gravity value computed on the
 MK1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1146.degrees latitude (g = 980.6199 gals.).
 MK1146
 MK1146.The modeled gravity was interpolated from observed gravity values.
 MK1146
 MK1146;                    North         East    Units  Estimated Accuracy
 MK1146;SPC NE       -   229,520.      710,650.      MT  (+/- 180 meters Scaled)
 MK1146
 MK1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM276367(NAD 83)
 MK1146
 MK1146                          SUPERSEDED SURVEY CONTROL
 MK1146
 MK1146  NGVD 29 (??/??/92)  498.072  (m)         1634.09   (f) ADJ UNCH    1 2
 MK1146
 MK1146.Superseded values are not recommended for survey control.
 MK1146
 MK1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1146.See file dsdata.pdf to determine how the superseded data were derived.
 MK1146
 MK1146_MARKER: DB = BENCH MARK DISK
 MK1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1146_STAMPING: V 212 1940
 MK1146_MARK LOGO: CGS
 MK1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1146+STABILITY: SURFACE MOTION
 MK1146
 MK1146  HISTORY     - Date     Condition        Report By
 MK1146  HISTORY     - 1940     MONUMENTED       CGS
 MK1146
 MK1146                          STATION DESCRIPTION
 MK1146
 MK1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1146'3.2 MI N FROM MADISON.
 MK1146'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 350
 MK1146'FEET NORTH OF RR BRIDGE NO. 38.56, 62 FEET SOUTHWEST OF THE
 MK1146'CENTER OF INTERSECTION OF EAST-WEST GRAVEL ROAD AND TRACK, 48
 MK1146'FEET WEST OF CENTERLINE OF TRACK, 39 FEET SOUTH OF CENTERLINE
 MK1146'OF ROAD, 3.0 FEET SOUTH OF 4 X 4 INCH WHITE WOODEN POST
 MK1146'PROJECTING 2.0 FEET, 2.0 FEET EAST OF RIGHT-OF-WAY FENCE.
 MK1146'MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1143 ***********************************************************************
 NM1143  DESIGNATION -  V 213
 NM1143  PID         -  NM1143
 NM1143  STATE/COUNTY-  NE/PIERCE
 NM1143  COUNTRY     -  US
 NM1143  USGS QUAD   -  NORFOLK (2017)
 NM1143
 NM1143                         *CURRENT SURVEY CONTROL
 NM1143  ______________________________________________________________________
 NM1143* NAD 83(1986) POSITION- 42 06 07.     (N) 097 27 03.     (W)   SCALED
 NM1143* NAVD 88 ORTHO HEIGHT -   471.966 (meters)     1548.44  (feet) ADJUSTED
 NM1143  ______________________________________________________________________
 NM1143  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 NM1143  DYNAMIC HEIGHT  -        471.781 (meters)     1547.83  (feet) COMP
 NM1143  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 NM1143
 NM1143  VERT ORDER      -  FIRST     CLASS II
 NM1143
 NM1143.The horizontal coordinates were scaled from a map and have
 NM1143.an estimated accuracy of +/- 6 seconds.
 NM1143
 NM1143.The orthometric height was determined by differential leveling and
 NM1143.adjusted by the NATIONAL GEODETIC SURVEY
 NM1143.in June 1991.
 NM1143
 NM1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1143.GEOID18 height accuracy estimate available here.
 NM1143
 NM1143.Click photographs - Photos may exist for this station.
 NM1143
 NM1143.The dynamic height is computed by dividing the NAVD 88
 NM1143.geopotential number by the normal gravity value computed on the
 NM1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1143.degrees latitude (g = 980.6199 gals.).
 NM1143
 NM1143.The modeled gravity was interpolated from observed gravity values.
 NM1143
 NM1143;                    North         East    Units  Estimated Accuracy
 NM1143;SPC NE       -   254,990.      710,770.      MT  (+/- 180 meters Scaled)
 NM1143
 NM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM280622(NAD 83)
 NM1143
 NM1143                          SUPERSEDED SURVEY CONTROL
 NM1143
 NM1143  NGVD 29 (??/??/92)  471.786  (m)         1547.85   (f) ADJ UNCH    1 2
 NM1143
 NM1143.Superseded values are not recommended for survey control.
 NM1143
 NM1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1143.See file dsdata.pdf to determine how the superseded data were derived.
 NM1143
 NM1143_MARKER: DB = BENCH MARK DISK
 NM1143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1143_SP_SET: ABUTMENT
 NM1143_STAMPING: V 213 1940
 NM1143_MARK LOGO: CGS
 NM1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1143
 NM1143  HISTORY     - Date     Condition        Report By
 NM1143  HISTORY     - 1940     MONUMENTED       CGS
 NM1143  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NM1143
 NM1143                          STATION DESCRIPTION
 NM1143
 NM1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1143'AT HADAR.
 NM1143'AT HADAR, PIERCE COUNTY, 0.15 MI S ALONG THE CHICAGO AND
 NM1143'WESTERN RAILWAY FROM THE STATION, 120 FT W OF THE CENTERLINE
 NM1143'OF THE TRACK, AT A CONCRETE BRIDGE ON A NORTH-AND-SOUTH COUNTY
 NM1143'ROAD, IN THE TOP OF THE E END OF THE N ABUTMENT, 13 FT E OF
 NM1143'THE CENTERLINE OF THE ROAD, AND 3.3 FT LOWER THAN THE ROAD.
 NM1143'A STANDARD DISK, STAMPED V 213 1940.
 NM1143
 NM1143                          STATION RECOVERY (1982)
 NM1143
 NM1143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NM1143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1588 ***********************************************************************
 NM1588  DESIGNATION -  V 213 RESET
 NM1588  PID         -  NM1588
 NM1588  STATE/COUNTY-  NE/PIERCE
 NM1588  COUNTRY     -  US
 NM1588  USGS QUAD   -  NORFOLK (2017)
 NM1588
 NM1588                         *CURRENT SURVEY CONTROL
 NM1588  ______________________________________________________________________
 NM1588* NAD 83(1986) POSITION- 42 06 07.     (N) 097 27 03.     (W)   SCALED
 NM1588* NAVD 88 ORTHO HEIGHT -   473.95  (meters)     1555.0   (feet) RESET
 NM1588  ______________________________________________________________________
 NM1588  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 NM1588  VERT ORDER      -  THIRD
 NM1588
 NM1588.The horizontal coordinates were scaled from a map and have
 NM1588.an estimated accuracy of +/- 6 seconds.
 NM1588
 NM1588.The orthometric height was computed from unverified reset data.
 NM1588
 NM1588.No vertical observational check was made to the station.
 NM1588
 NM1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1588.GEOID18 height accuracy estimate available here.
 NM1588
 NM1588.Click photographs - Photos may exist for this station.
 NM1588
 NM1588;                    North         East    Units  Estimated Accuracy
 NM1588;SPC NE       -   254,990.      710,770.      MT  (+/- 180 meters Scaled)
 NM1588
 NM1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM280622(NAD 83)
 NM1588
 NM1588                          SUPERSEDED SURVEY CONTROL
 NM1588
 NM1588  NGVD 29 (01/31/13)  473.77   (m)         1554.4    (f) RESET       3  
 NM1588
 NM1588.Superseded values are not recommended for survey control.
 NM1588
 NM1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1588.See file dsdata.pdf to determine how the superseded data were derived.
 NM1588
 NM1588_MARKER: DV = VERTICAL CONTROL DISK
 NM1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1588_STAMPING: V 213 RESET 1979
 NM1588_MARK LOGO: NGS
 NM1588_PROJECTION: FLUSH
 NM1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1588+STABILITY: SURFACE MOTION
 NM1588
 NM1588  HISTORY     - Date     Condition        Report By
 NM1588  HISTORY     - 1979     MONUMENTED       NGS
 NM1588
 NM1588                          STATION DESCRIPTION
 NM1588
 NM1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NM1588'IN HADAR.
 NM1588'0.05 MILE WEST ALONG STATE HIGHWAY 13 FROM THE TOWN BUILDING IN HADAR
 NM1588'THENCE LEFT AND SOUTH ALONG A PAVED ROAD FOR 0.3 MILE TO A GRAVELED
 NM1588'ROAD LEADING WEST AND THE BENCH MARK 65.5 FEET WEST OF THE CENTERLINE
 NM1588'OF THE PAVED ROAD, 43.0 FEET WEST-NORTHWEST OF A JUNCTION POWERLINE
 NM1588'POLE, 33 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,10.8
 NM1588'FEET EAST OF A POWERLINE POLE NUMBERED FS30A, 1.5 FEET NORTH OF A
 NM1588'FENCE.
 NM1588'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0182 ***********************************************************************
 NP0182  DESIGNATION -  V 214
 NP0182  PID         -  NP0182
 NP0182  STATE/COUNTY-  NE/SHERIDAN
 NP0182  COUNTRY     -  US
 NP0182  USGS QUAD   -  ANTIOCH (2017)
 NP0182
 NP0182                         *CURRENT SURVEY CONTROL
 NP0182  ______________________________________________________________________
 NP0182* NAD 83(1986) POSITION- 42 03 49.60   (N) 102 31 58.37   (W)   HD_HELD1
 NP0182* NAVD 88 ORTHO HEIGHT -  1184.708 (meters)     3886.83  (feet) ADJUSTED
 NP0182  ______________________________________________________________________
 NP0182  GEOID HEIGHT    -        -18.838 (meters)                     GEOID18
 NP0182  DYNAMIC HEIGHT  -       1184.030 (meters)     3884.61  (feet) COMP
 NP0182  MODELED GRAVITY -    980,008.7   (mgal)                       NAVD 88
 NP0182
 NP0182  VERT ORDER      -  SECOND    CLASS 0
 NP0182
 NP0182.The horizontal coordinates were determined by differentially corrected
 NP0182.hand held GPS observations or other comparable positioning techniques
 NP0182.and have an estimated accuracy of +/- 3 meters.
 NP0182
 NP0182.The orthometric height was determined by differential leveling and
 NP0182.adjusted by the NATIONAL GEODETIC SURVEY
 NP0182.in June 1991.
 NP0182
 NP0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0182.GEOID18 height accuracy estimate available here.
 NP0182
 NP0182.Click photographs - Photos may exist for this station.
 NP0182
 NP0182.The dynamic height is computed by dividing the NAVD 88
 NP0182.geopotential number by the normal gravity value computed on the
 NP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0182.degrees latitude (g = 980.6199 gals.).
 NP0182
 NP0182.The modeled gravity was interpolated from observed gravity values.
 NP0182
 NP0182;                    North         East    Units  Estimated Accuracy
 NP0182;SPC NE       -   250,709.6     290,450.2     MT  (+/- 3 meters HH1 GPS) 
 NP0182
 NP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0412359802(NAD 83)
 NP0182
 NP0182                          SUPERSEDED SURVEY CONTROL
 NP0182
 NP0182  NGVD 29 (??/??/92) 1184.153  (m)         3885.01   (f) ADJ UNCH    2 0
 NP0182
 NP0182.Superseded values are not recommended for survey control.
 NP0182
 NP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0182.See file dsdata.pdf to determine how the superseded data were derived.
 NP0182
 NP0182_MARKER: DB = BENCH MARK DISK
 NP0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0182_STAMPING: V 214 1940
 NP0182_MARK LOGO: CGS
 NP0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0182+STABILITY: SURFACE MOTION
 NP0182
 NP0182  HISTORY     - Date     Condition        Report By
 NP0182  HISTORY     - 1940     MONUMENTED       CGS
 NP0182  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0182
 NP0182                          STATION DESCRIPTION
 NP0182
 NP0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0182'2.8 MI E FROM ANTIOCH.
 NP0182'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0182'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0182'OF MILEPOST 348, 58 FEET NORTH OF THE CENTERLINE OF STATE
 NP0182'HIGHWAY 2, AT THE EAST END OF A HIGHWAY CURVE LEADING OVER A
 NP0182'HILL, 84 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 27 FEET
 NP0182'NORTHWEST OF A POLE, AND 3.0 FEET WEST OF A 4- BY 4-INCH WHITE
 NP0182'POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 NP0182'V 214 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0182'ABOVE GROUND.
 NP0182
 NP0182                          STATION RECOVERY (2007)
 NP0182
 NP0182'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0548 ***********************************************************************
 LF0548  DESIGNATION -  V 215
 LF0548  PID         -  LF0548
 LF0548  STATE/COUNTY-  NE/RICHARDSON
 LF0548  COUNTRY     -  US
 LF0548  USGS QUAD   -  HUMBOLDT (2017)
 LF0548
 LF0548                         *CURRENT SURVEY CONTROL
 LF0548  ______________________________________________________________________
 LF0548* NAD 83(1986) POSITION- 40 08 10.     (N) 095 52 44.     (W)   SCALED
 LF0548* NAVD 88 ORTHO HEIGHT -   292.419 (meters)      959.38  (feet) ADJUSTED
 LF0548  ______________________________________________________________________
 LF0548  GEOID HEIGHT    -        -29.745 (meters)                     GEOID18
 LF0548  DYNAMIC HEIGHT  -        292.254 (meters)      958.84  (feet) COMP
 LF0548  MODELED GRAVITY -    980,057.5   (mgal)                       NAVD 88
 LF0548
 LF0548  VERT ORDER      -  SECOND    CLASS 0
 LF0548
 LF0548.The horizontal coordinates were scaled from a map and have
 LF0548.an estimated accuracy of +/- 6 seconds.
 LF0548
 LF0548.The orthometric height was determined by differential leveling and
 LF0548.adjusted by the NATIONAL GEODETIC SURVEY
 LF0548.in June 1991.
 LF0548
 LF0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0548.GEOID18 height accuracy estimate available here.
 LF0548
 LF0548.Click photographs - Photos may exist for this station.
 LF0548
 LF0548.The dynamic height is computed by dividing the NAVD 88
 LF0548.geopotential number by the normal gravity value computed on the
 LF0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0548.degrees latitude (g = 980.6199 gals.).
 LF0548
 LF0548.The modeled gravity was interpolated from observed gravity values.
 LF0548
 LF0548;                    North         East    Units  Estimated Accuracy
 LF0548;SPC NE       -    41,990.      851,060.      MT  (+/- 180 meters Scaled)
 LF0548
 LF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE547468(NAD 83)
 LF0548
 LF0548                          SUPERSEDED SURVEY CONTROL
 LF0548
 LF0548  NGVD 29 (??/??/92)  292.333  (m)          959.10   (f) ADJ UNCH    2 0
 LF0548
 LF0548.Superseded values are not recommended for survey control.
 LF0548
 LF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0548.See file dsdata.pdf to determine how the superseded data were derived.
 LF0548
 LF0548_MARKER: DB = BENCH MARK DISK
 LF0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0548_STAMPING: V 215 1945
 LF0548_MARK LOGO: CGS
 LF0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0548+STABILITY: SURFACE MOTION
 LF0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0548+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 LF0548
 LF0548  HISTORY     - Date     Condition        Report By
 LF0548  HISTORY     - 1945     MONUMENTED       CGS
 LF0548  HISTORY     - 1964     GOOD             USGS
 LF0548  HISTORY     - 1981     GOOD             LOCSUR
 LF0548  HISTORY     - 20120802 GOOD             JEOCON
 LF0548
 LF0548                          STATION DESCRIPTION
 LF0548
 LF0548'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LF0548'2.7 MI NW FROM DAWSON.
 LF0548'DAWSON, ABOUT 2.7 MI. NORTHWEST OF, ALONG THE C.B. AND Q. R.R.,
 LF0548'IN THE SOUTHEAST 1/4 OF SEC. 18, T2N, R14E, 63 FT. NORTH AND 34
 LF0548'FT. WEST OF THE X-ING OF THE C.B.Q. R.R. AND A N-S CO. RD.,
 LF0548'16.5 FT. NORTHEAST OF THE SECOND POLE WEST OF MILEPOST 36, 5.7
 LF0548'FT. SOUTHEAST OF A R.R. RIGHT-OF-WAY FEN., CONC. COR. POST, IN A
 LF0548'CONC. POST, ABOUT 0.3 FT. BELOW GROUND LEVEL, AN IRON BENCH-MARK
 LF0548'DISK, STAMPED V 215 1945 (DISK IS BADLY CORRODED AND STAMPING
 LF0548'IN BARELY LEGIBLE).
 LF0548
 LF0548                          STATION RECOVERY (1981)
 LF0548
 LF0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0548'RECOVERED IN GOOD CONDITION.
 LF0548
 LF0548                          STATION RECOVERY (2012)
 LF0548
 LF0548'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012 (MLS)
 LF0548'GPS DERIVED LATITUDE= 40 DEG, 08 MIN, 09.67447 SEC NORTH, LONGTITUDE=
 LF0548'95 DEG, 52 MIN, 44.70152 SEC WEST.
 LF0548'DIRECTIONS TO MARK, FROM INTERSECTION ON 5TH STREET AND HWY 75 IN
 LF0548'DAWSON NE, GO NORTH ON HWY 75 FOR 1 MILE, THEN GO WEST ON COUNTY ROAD
 LF0548'712 FOR 2.5 MILES, THEN GO SOUTH ON COUNTY ROAD 637 AVENUE FOR 0.6
 LF0548'MILES TO MARK ON WEST SIDE OF ROAD.
 LF0548'MARK IS 30 FEET WEST OF CENTERLINE OF ROAD, 47.7 FEET NORTH-NORTHEAST
 LF0548'OF CENTERLINE OF RAILROAD TRACKS, 27.2 SOUTH-SOUTHEAST OF TRANSFORMER
 LF0548'POLE, 25 FEET EAST OF METER POLE, 3.8 FEET EAST OF END FENCE POST, 4
 LF0548'FEET EAST OF NORTH-SOUTH POWERLINE. (SCRIBING ON DISK IS NOT LEGIBLE,
 LF0548'DISK IS BADLY CORRODED)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0161 ***********************************************************************
 NN0161  CBN         -  This is a Cooperative Base Network Control Station.
 NN0161  DESIGNATION -  V 216
 NN0161  PID         -  NN0161
 NN0161  STATE/COUNTY-  NE/HOLT
 NN0161  COUNTRY     -  US
 NN0161  USGS QUAD   -  EWING SW (2017)
 NN0161
 NN0161                         *CURRENT SURVEY CONTROL
 NN0161  ______________________________________________________________________
 NN0161* NAD 83(2011) POSITION- 42 20 08.24130(N) 098 22 42.68813(W)   ADJUSTED
 NN0161* NAD 83(2011) ELLIP HT-   564.946 (meters)        (06/27/12)   ADJUSTED
 NN0161* NAD 83(2011) EPOCH   -  2010.00
 NN0161* NAVD 88 ORTHO HEIGHT -   589.619 (meters)     1934.44  (feet) ADJUSTED
 NN0161  ______________________________________________________________________
 NN0161  GEOID HEIGHT    -        -24.675 (meters)                     GEOID18
 NN0161  NAD 83(2011) X  -   -688,110.011 (meters)                     COMP
 NN0161  NAD 83(2011) Y  - -4,671,988.542 (meters)                     COMP
 NN0161  NAD 83(2011) Z  -  4,273,615.380 (meters)                     COMP
 NN0161  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 NN0161  DYNAMIC HEIGHT  -        589.379 (meters)     1933.65  (feet) COMP
 NN0161  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 NN0161
 NN0161  VERT ORDER      -  FIRST     CLASS II
 NN0161
 NN0161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0161  Standards:
 NN0161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0161  -------------------------------------------------------------------
 NN0161  NETWORK    0.57   1.41           0.27   0.18   0.72     -0.03809247
 NN0161  -------------------------------------------------------------------
 NN0161  Click here for local accuracies and other accuracy information.
 NN0161
 NN0161.The horizontal coordinates were established by GPS observations
 NN0161.and adjusted by the National Geodetic Survey in June 2012.
 NN0161
 NN0161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0161.been affixed to the stable North American tectonic plate. See 
 NN0161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0161
 NN0161.The horizontal coordinates are valid at the epoch date displayed above
 NN0161.which is a decimal equivalence of Year/Month/Day.
 NN0161
 NN0161.The orthometric height was determined by differential leveling and
 NN0161.adjusted by the NATIONAL GEODETIC SURVEY
 NN0161.in June 1991.
 NN0161
 NN0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0161.GEOID18 height accuracy estimate available here.
 NN0161
 NN0161.Click photographs - Photos may exist for this station.
 NN0161
 NN0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0161
 NN0161.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0161
 NN0161.The ellipsoidal height was determined by GPS observations
 NN0161.and is referenced to NAD 83.
 NN0161
 NN0161.The dynamic height is computed by dividing the NAVD 88
 NN0161.geopotential number by the normal gravity value computed on the
 NN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0161.degrees latitude (g = 980.6199 gals.).
 NN0161
 NN0161.The modeled gravity was interpolated from observed gravity values.
 NN0161
 NN0161. The following values were computed from the NAD 83(2011) position.
 NN0161
 NN0161;                    North         East     Units Scale Factor Converg.
 NN0161;SPC NE       -   279,080.362   633,592.805   MT  0.99976349   +1 04 28.4
 NN0161;SPC NE       -   915,616.15  2,078,712.39   sFT  0.99976349   +1 04 28.4
 NN0161;UTM  14      - 4,687,228.114   551,197.876   MT  0.99963225   +0 25 06.8
 NN0161
 NN0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0161!SPC NE       -   0.99991140  x   0.99976349  =   0.99967492
 NN0161!UTM  14      -   0.99991140  x   0.99963225  =   0.99954369
 NN0161
 NN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5119787228(NAD 83)
 NN0161
 NN0161                          SUPERSEDED SURVEY CONTROL
 NN0161
 NN0161  NAD 83(2007)-  42 20 08.24125(N)    098 22 42.68888(W) AD(2002.00) 0
 NN0161  ELLIP H (02/10/07)  564.973  (m)                       GP(2002.00)    
 NN0161  ELLIP H (07/10/01)  564.944  (m)                       GP(       ) 4 1
 NN0161  NAD 83(1995)-  42 20 08.24101(N)    098 22 42.68846(W) AD(       ) B
 NN0161  ELLIP H (06/25/96)  565.002  (m)                       GP(       ) 1 1
 NN0161  NAD 27      -  42 20 08.23034(N)    098 22 41.40302(W) AD(       ) W
 NN0161  NAVD 88             589.62   (m)         1934.4    (f) LEVELING    3  
 NN0161  NGVD 29 (??/??/92)  589.406  (m)         1933.74   (f) ADJ UNCH    1 2
 NN0161  NGVD 29             589.41   (m)         1933.8    (f) LEVELING    3  
 NN0161
 NN0161.Superseded values are not recommended for survey control.
 NN0161
 NN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0161.See file dsdata.pdf to determine how the superseded data were derived.
 NN0161
 NN0161_MARKER: DB = BENCH MARK DISK
 NN0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0161_STAMPING: V 216 1946
 NN0161_MARK LOGO: CGS
 NN0161_PROJECTION: RECESSED 3 CENTIMETERS
 NN0161_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0161+STABILITY: SURFACE MOTION
 NN0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0161+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 NN0161
 NN0161  HISTORY     - Date     Condition        Report By
 NN0161  HISTORY     - 1946     MONUMENTED       CGS
 NN0161  HISTORY     - 1964     GOOD             CGS
 NN0161  HISTORY     - 19950613 GOOD             NGS
 NN0161  HISTORY     - 20000613 GOOD             NEDR
 NN0161  HISTORY     - 20100809 GOOD             JEOCON
 NN0161  HISTORY     - 20130429 GOOD             JEOCON
 NN0161  HISTORY     - 20150209 GOOD             JEOCON
 NN0161  HISTORY     - 20180418 GOOD             NEGS
 NN0161  HISTORY     - 20210413 GOOD             NEGS
 NN0161
 NN0161                          STATION DESCRIPTION
 NN0161
 NN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0161'4.6 MI S FROM PAGE.
 NN0161'4.6 MILES SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0161'AT PAGE, HOLT COUNTY, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY
 NN0161'20, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 49 FEET
 NN0161'NORTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE
 NN0161'CENTERLINE OF THE DIRT ROAD, 9.5 FEET EAST OF A FENCE CORNER,
 NN0161'1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NN0161'POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NN0161'STAMPED V 216 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0161'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- A NEW STEEL WITNESS
 NN0161'POST WAS SET 1 FOOT NORTH OF THIS BENCH MARK.
 NN0161
 NN0161                          STATION RECOVERY (1964)
 NN0161
 NN0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0161'RECOVERED IN GOOD CONDITION.
 NN0161
 NN0161                          STATION RECOVERY (1995)
 NN0161
 NN0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0161'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF ORCHARD, 6 MI (9.7
 NN0161'KM) NORTH-NORTHWEST OF EWING, ON THE NORTH RIGHT-OF-WAY OF U.S.
 NN0161'HIGHWAY 20, AT AN ABANDONED COUNTY ROAD LEADING NORTH AND IN THE
 NN0161'SW1/4, SEC4, T27N, R9W.  TO REACH THE MARK FROM THE POST OFFICE IN
 NN0161'ORCHARD, GO WEST ON U.S. HIGHWAY 20 FOR 7.0 MI (11.3 KM) TO THE MARK
 NN0161'ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 NN0161'MONUMENT THAT IS RECESSED 0.5 FT (15.2 CM) BELOW THE GROUND SURFACE.
 NN0161'IT IS 49.0 FT (14.9 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 36.0 FT
 NN0161'(11.0 M) EAST OF THE CENTERLINE OF THE OLD COUNTY ROAD, 9.7 FT (3.0 M)
 NN0161'EAST-SOUTHEAST OF A FENCE CORNER POST, 4.3 FT (1.3 M) SOUTH OF THE
 NN0161'NORTH RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS
 NN0161'POST, 2.0 FT (0.6 M) WEST OF A PLASTIC WITNESS POST AND ABOUT 5 FT
 NN0161'(1.5 M) LOWER THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE
 NN0161'OF THE MARK.
 NN0161
 NN0161                          STATION RECOVERY (2000)
 NN0161
 NN0161'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NN0161'RECOVERED AS DESCRIBED.
 NN0161
 NN0161                          STATION RECOVERY (2010)
 NN0161
 NN0161'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0161'RECOVERED IN GOOD CONDITION.
 NN0161
 NN0161                          STATION RECOVERY (2013)
 NN0161
 NN0161'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NN0161'RECOVERED IN GOOD CONDITION.
 NN0161
 NN0161                          STATION RECOVERY (2015)
 NN0161
 NN0161'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 NN0161'RECOVERED IN GOOD CONDITION.
 NN0161
 NN0161                          STATION RECOVERY (2018)
 NN0161
 NN0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NN0161'TO REACH FROM THE INTERSECTION OF HIGHWAY 20 AND NOBLE ST IN ORCHARD
 NN0161'NEBRASKA, PROCEED WEST ON HIGHWAY 20 FOR 7.12 MI (11.46 KM) TO THE
 NN0161'STATION LOCATED IN THE NORTHEAST CORNER OF THE T INTERSECTION OF
 NN0161'HIGHWAY 20 AND 506TH AVE (ABANDONED COUNTY ROAD).
 NN0161'
 NN0161'IT IS 49 FT (14.9 M) NORTH OF THE CENTER OF THE HIGHWAY, 36 FT (11.0
 NN0161'M) EAST OF THE OLD COUNTY ROAD, 30.8 FT (9.4 M) SOUTH-SOUTHEAST OF A
 NN0161'CORNER FENCE POST, 29.5 FT (9.0 M) SOUTH OF AN EAST-WEST FENCE LINE
 NN0161'AND 1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 NN0161
 NN0161                          STATION RECOVERY (2021)
 NN0161
 NN0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 NN0161'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND HARRISON STREET
 NN0161'IN ORCHARD, NE., GO WEST ON U.S. HIGHWAY 20 APPROXIMATELY 6.96 MI
 NN0161'(11.20 KM) TO A TWO TRACK SECTION LINE ROAD TO THE NORTH THE MARK IS
 NN0161'ON THE RIGHT (NORTH) AT MILE POST 324.82.  THE MARK IS 36.0 FT (11.0
 NN0161'M) EAST OF THE CENTERLINE OF THE TWO TRACK ROAD, 30.8 FT (9.4 M)
 NN0161'SOUTH-SOUTHEAST OF A CORNER FENCE POST, 1.0 FT (0.3 M) SOUTH OF A
 NN0161'METAL WITNESS POST AND 49.0 FT (14.9 M) NORTH OF THE CENTERLINE OF
 NN0161'U.S. HIGHWAY 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0200 ***********************************************************************
 NN0200  DESIGNATION -  V 217
 NN0200  PID         -  NN0200
 NN0200  STATE/COUNTY-  NE/HOLT
 NN0200  COUNTRY     -  US
 NN0200  USGS QUAD   -  O'NEILL (2017)
 NN0200
 NN0200                         *CURRENT SURVEY CONTROL
 NN0200  ______________________________________________________________________
 NN0200* NAD 83(1986) POSITION- 42 27 25.     (N) 098 40 36.     (W)   SCALED
 NN0200* NAVD 88 ORTHO HEIGHT -   603.827 (meters)     1981.06  (feet) ADJUSTED
 NN0200  ______________________________________________________________________
 NN0200  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 NN0200  DYNAMIC HEIGHT  -        603.598 (meters)     1980.30  (feet) COMP
 NN0200  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 NN0200
 NN0200  VERT ORDER      -  FIRST     CLASS II
 NN0200
 NN0200.The horizontal coordinates were scaled from a map and have
 NN0200.an estimated accuracy of +/- 6 seconds.
 NN0200
 NN0200.The orthometric height was determined by differential leveling and
 NN0200.adjusted by the NATIONAL GEODETIC SURVEY
 NN0200.in June 1991.
 NN0200
 NN0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0200.GEOID18 height accuracy estimate available here.
 NN0200
 NN0200.Click photographs - Photos may exist for this station.
 NN0200
 NN0200.The dynamic height is computed by dividing the NAVD 88
 NN0200.geopotential number by the normal gravity value computed on the
 NN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0200.degrees latitude (g = 980.6199 gals.).
 NN0200
 NN0200.The modeled gravity was interpolated from observed gravity values.
 NN0200
 NN0200;                    North         East    Units  Estimated Accuracy
 NN0200;SPC NE       -   292,130.      608,830.      MT  (+/- 180 meters Scaled)
 NN0200
 NN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN265005(NAD 83)
 NN0200
 NN0200                          SUPERSEDED SURVEY CONTROL
 NN0200
 NN0200  NGVD 29 (??/??/92)  603.625  (m)         1980.39   (f) ADJ UNCH    1 2
 NN0200
 NN0200.Superseded values are not recommended for survey control.
 NN0200
 NN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0200.See file dsdata.pdf to determine how the superseded data were derived.
 NN0200
 NN0200_MARKER: DB = BENCH MARK DISK
 NN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0200_STAMPING: V 217 1946
 NN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0200+STABILITY: SURFACE MOTION
 NN0200
 NN0200  HISTORY     - Date     Condition        Report By
 NN0200  HISTORY     - 1946     MONUMENTED       CGS
 NN0200
 NN0200                          STATION DESCRIPTION
 NN0200
 NN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0200'1.5 MI W FROM O NEILL.
 NN0200'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0200'THE STATION AT O NEILL, HOLT COUNTY, 4 POLES WEST OF MILEPOST
 NN0200'157, AT A ROAD CROSSING, 49.6 FEET NORTH OF THE CENTERLINE OF
 NN0200'THE TRACK, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 NN0200'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 NN0200'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0200'THAN THE TRACK.  A STANDARD DISK, STAMPED V 217 1946 AND SET
 NN0200'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0416 ***********************************************************************
 NN0416  DESIGNATION -  V 218
 NN0416  PID         -  NN0416
 NN0416  STATE/COUNTY-  NE/HOLT
 NN0416  COUNTRY     -  US
 NN0416  USGS QUAD   -  STUART NE (2017)
 NN0416
 NN0416                         *CURRENT SURVEY CONTROL
 NN0416  ______________________________________________________________________
 NN0416* NAD 83(1986) POSITION- 42 44 21.35   (N) 099 06 32.13   (W)   HD_HELD1
 NN0416* NAVD 88 ORTHO HEIGHT -   619.479 (meters)     2032.41  (feet) ADJUSTED
 NN0416  ______________________________________________________________________
 NN0416  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 NN0416  DYNAMIC HEIGHT  -        619.246 (meters)     2031.64  (feet) COMP
 NN0416  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 NN0416
 NN0416  VERT ORDER      -  SECOND    CLASS 0
 NN0416
 NN0416.The horizontal coordinates were determined by differentially corrected
 NN0416.hand held GPS observations or other comparable positioning techniques
 NN0416.and have an estimated accuracy of +/- 3 meters.
 NN0416
 NN0416.The orthometric height was determined by differential leveling and
 NN0416.adjusted by the NATIONAL GEODETIC SURVEY
 NN0416.in June 1991.
 NN0416
 NN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0416.GEOID18 height accuracy estimate available here.
 NN0416
 NN0416.Click photographs - Photos may exist for this station.
 NN0416
 NN0416.The dynamic height is computed by dividing the NAVD 88
 NN0416.geopotential number by the normal gravity value computed on the
 NN0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0416.degrees latitude (g = 980.6199 gals.).
 NN0416
 NN0416.The modeled gravity was interpolated from observed gravity values.
 NN0416
 NN0416;                    North         East    Units  Estimated Accuracy
 NN0416;SPC NE       -   323,033.6     572,956.3     MT  (+/- 3 meters HH1 GPS) 
 NN0416
 NN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9108431866(NAD 83)
 NN0416
 NN0416                          SUPERSEDED SURVEY CONTROL
 NN0416
 NN0416  NGVD 29 (??/??/92)  619.238  (m)         2031.62   (f) ADJ UNCH    2 0
 NN0416
 NN0416.Superseded values are not recommended for survey control.
 NN0416
 NN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0416.See file dsdata.pdf to determine how the superseded data were derived.
 NN0416
 NN0416_MARKER: DB = BENCH MARK DISK
 NN0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0416_STAMPING: V 218 1946
 NN0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0416+STABILITY: SURFACE MOTION
 NN0416
 NN0416  HISTORY     - Date     Condition        Report By
 NN0416  HISTORY     - 1946     MONUMENTED       CGS
 NN0416
 NN0416                          STATION DESCRIPTION
 NN0416
 NN0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0416'13.1 MI N FROM STUART.
 NN0416'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0416'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0416'NO. 20, THENCE NORTH 10.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0416'MARK, BENCH MARK IS 32.0 FEET WEST OF AND ABOUT 2.0 FEET LOWER
 NN0416'THAN THE CENTER LINE OF THE ROAD, 12.0 FEET NORTH OF AN EAST-WEST
 NN0416'SECTION LINE FENCE, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE, 3.0
 NN0416'FEET NORTH OF A TELEPHONE POLE AND 1.0 FOOT SOUTH OF A 4 IN X
 NN0416'4 IN MARKER POST.  A BRONZE DISK STAMPED V 218 1946 SET IN THE
 NN0416'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0416'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0349 ***********************************************************************
 NN0349  DESIGNATION -  V 219
 NN0349  PID         -  NN0349
 NN0349  STATE/COUNTY-  NE/HOLT
 NN0349  COUNTRY     -  US
 NN0349  USGS QUAD   -  STUART (2017)
 NN0349
 NN0349                         *CURRENT SURVEY CONTROL
 NN0349  ______________________________________________________________________
 NN0349* NAD 83(1986) POSITION- 42 35 38.     (N) 099 13 00.     (W)   SCALED
 NN0349* NAVD 88 ORTHO HEIGHT -   664.013 (meters)     2178.52  (feet) ADJUSTED
 NN0349  ______________________________________________________________________
 NN0349  GEOID HEIGHT    -        -23.827 (meters)                     GEOID18
 NN0349  DYNAMIC HEIGHT  -        663.752 (meters)     2177.66  (feet) COMP
 NN0349  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 NN0349
 NN0349  VERT ORDER      -  FIRST     CLASS II
 NN0349
 NN0349.The horizontal coordinates were scaled from a map and have
 NN0349.an estimated accuracy of +/- 6 seconds.
 NN0349
 NN0349.The orthometric height was determined by differential leveling and
 NN0349.adjusted by the NATIONAL GEODETIC SURVEY
 NN0349.in June 1991.
 NN0349
 NN0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0349.GEOID18 height accuracy estimate available here.
 NN0349
 NN0349.Click photographs - Photos may exist for this station.
 NN0349
 NN0349.The dynamic height is computed by dividing the NAVD 88
 NN0349.geopotential number by the normal gravity value computed on the
 NN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0349.degrees latitude (g = 980.6199 gals.).
 NN0349
 NN0349.The modeled gravity was interpolated from observed gravity values.
 NN0349
 NN0349;                    North         East    Units  Estimated Accuracy
 NN0349;SPC NE       -   306,800.      564,280.      MT  (+/- 180 meters Scaled)
 NN0349
 NN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN822157(NAD 83)
 NN0349
 NN0349                          SUPERSEDED SURVEY CONTROL
 NN0349
 NN0349  NGVD 29 (??/??/92)  663.780  (m)         2177.75   (f) ADJ UNCH    1 2
 NN0349
 NN0349.Superseded values are not recommended for survey control.
 NN0349
 NN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0349.See file dsdata.pdf to determine how the superseded data were derived.
 NN0349
 NN0349_MARKER: DB = BENCH MARK DISK
 NN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0349_STAMPING: V 219 1946
 NN0349_MARK LOGO: CGS
 NN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0349+STABILITY: SURFACE MOTION
 NN0349
 NN0349  HISTORY     - Date     Condition        Report By
 NN0349  HISTORY     - 1946     MONUMENTED       CGS
 NN0349  HISTORY     - 1982     GOOD             LOCSUR
 NN0349
 NN0349                          STATION DESCRIPTION
 NN0349
 NN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0349'0.3 MI S FROM STUART.
 NN0349'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0349'HOLT COUNTY, THENCE 3.7 MILES WEST ALONG U.S. HIGHWAY 20, 0.4
 NN0349'MILE WEST OF THE CONCRETE BRIDGE OVER ELKHORN RIVER, 59 FEET
 NN0349'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTHEAST OF A
 NN0349'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A WHITE
 NN0349'WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A
 NN0349'STANDARD DISK, STAMPED V 219 1946 AND SET IN THE TOP OF A
 NN0349'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0349
 NN0349                          STATION RECOVERY (1982)
 NN0349
 NN0349'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0350 ***********************************************************************
 NN0350  DESIGNATION -  V 219 RESET
 NN0350  PID         -  NN0350
 NN0350  STATE/COUNTY-  NE/HOLT
 NN0350  COUNTRY     -  US
 NN0350  USGS QUAD   -  STUART (2017)
 NN0350
 NN0350                         *CURRENT SURVEY CONTROL
 NN0350  ______________________________________________________________________
 NN0350* NAD 83(1995) POSITION- 42 35 37.71376(N) 099 12 58.27546(W)   NO CHECK
 NN0350* NAVD 88 ORTHO HEIGHT -   664.02  (+/-2cm)     2178.5   (feet) VERTCON
 NN0350  ______________________________________________________________________
 NN0350  GEOID HEIGHT    -        -23.828 (meters)                     GEOID18
 NN0350  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 NN0350  HORZ ORDER      -  THIRD
 NN0350  VERT ORDER      -  THIRD (See Below)
 NN0350
 NN0350.The horizontal coordinates were established by classical geodetic methods
 NN0350.and adjusted by the National Geodetic Survey in August 1997.
 NN0350
 NN0350.No horizontal observational check was made to the station.
 NN0350
 NN0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0350
 NN0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0350.GEOID18 height accuracy estimate available here.
 NN0350
 NN0350.The vertical order pertains to the NGVD 29 superseded value.
 NN0350
 NN0350.Click photographs - Photos may exist for this station.
 NN0350
 NN0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0350
 NN0350. The following values were computed from the NAD 83(1995) position.
 NN0350
 NN0350;                    North         East     Units Scale Factor Converg.
 NN0350;SPC NE       -   306,793.402   564,320.980   MT  0.99983919   +0 31 09.9
 NN0350;SPC NE       - 1,006,538.02  1,851,443.08   sFT  0.99983919   +0 31 09.9
 NN0350;UTM  14      - 4,715,732.271   482,263.272   MT  0.99960387   -0 08 46.7
 NN0350
 NN0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0350!SPC NE       -   0.99989961  x   0.99983919  =   0.99973882
 NN0350!UTM  14      -   0.99989961  x   0.99960387  =   0.99950352
 NN0350
 NN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8226315732(NAD 83)
 NN0350
 NN0350                          SUPERSEDED SURVEY CONTROL
 NN0350
 NN0350  NAD 83(1986)-  42 35 37.71926(N)    099 12 58.28390(W) AD(       ) 3
 NN0350  NAD 27      -  42 35 37.71955(N)    099 12 56.91084(W) AD(       ) 3
 NN0350  NGVD 29 (01/31/13)  663.78   (m)         2177.8    (f) RESET       3  
 NN0350  NGVD 29             663.78   (m)         2177.8    (f) LEVELING    3  
 NN0350
 NN0350.Superseded values are not recommended for survey control.
 NN0350
 NN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0350.See file dsdata.pdf to determine how the superseded data were derived.
 NN0350
 NN0350_MARKER: DV = VERTICAL CONTROL DISK
 NN0350_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0350+WITH SETTING: INTO GROUND
 NN0350_STAMPING: V 219 RESET 1976
 NN0350_MARK LOGO: NGS
 NN0350_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0350
 NN0350  HISTORY     - Date     Condition        Report By
 NN0350  HISTORY     - 1976     MONUMENTED       NGS
 NN0350  HISTORY     - 1978     GOOD             NGS
 NN0350
 NN0350                          STATION DESCRIPTION
 NN0350
 NN0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0350'4 MI SW FROM STUART.
 NN0350'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0350'HOLT COUNTY, THENCE 3.7 MILES WEST ALONG U.S. HIGHWAY 20, 110.5
 NN0350'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 4.5 FEET WEST OF A
 NN0350'CORNER FENCE POST, 1 FOOT NORTH OF AN EAST-WEST FENCE AND 1 FOOT
 NN0350'EAST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK STAMPED,
 NN0350'V 219 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NN0350'COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NN0350'IN A TILE WITH GRAVEL AND PROJECTS 3 INCHES ABOVE THE GROUND
 NN0350'SURFACE.
 NN0350
 NN0350                          STATION RECOVERY (1978)
 NN0350
 NN0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NN0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0158 ***********************************************************************
 MM0158  DESIGNATION -  V 22
 MM0158  PID         -  MM0158
 MM0158  STATE/COUNTY-  NE/MCPHERSON
 MM0158  COUNTRY     -  US
 MM0158  USGS QUAD   -  TRYON (2017)
 MM0158
 MM0158                         *CURRENT SURVEY CONTROL
 MM0158  ______________________________________________________________________
 MM0158* NAD 83(1986) POSITION- 41 31 26.40   (N) 100 53 12.56   (W)   HD_HELD1
 MM0158* NAVD 88 ORTHO HEIGHT -   985.399 (meters)     3232.93  (feet) ADJUSTED
 MM0158  ______________________________________________________________________
 MM0158  GEOID HEIGHT    -        -21.777 (meters)                     GEOID18
 MM0158  DYNAMIC HEIGHT  -        984.807 (meters)     3230.99  (feet) COMP
 MM0158  MODELED GRAVITY -    979,988.7   (mgal)                       NAVD 88
 MM0158
 MM0158  VERT ORDER      -  FIRST     CLASS II
 MM0158
 MM0158.The horizontal coordinates were determined by differentially corrected
 MM0158.hand held GPS observations or other comparable positioning techniques
 MM0158.and have an estimated accuracy of +/- 3 meters.
 MM0158
 MM0158.The orthometric height was determined by differential leveling and
 MM0158.adjusted by the NATIONAL GEODETIC SURVEY
 MM0158.in June 1991.
 MM0158
 MM0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0158.GEOID18 height accuracy estimate available here.
 MM0158
 MM0158.Click photographs - Photos may exist for this station.
 MM0158
 MM0158.The dynamic height is computed by dividing the NAVD 88
 MM0158.geopotential number by the normal gravity value computed on the
 MM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0158.degrees latitude (g = 980.6199 gals.).
 MM0158
 MM0158.The modeled gravity was interpolated from observed gravity values.
 MM0158
 MM0158;                    North         East    Units  Estimated Accuracy
 MM0158;SPC NE       -   188,086.2     426,007.7     MT  (+/- 3 meters HH1 GPS) 
 MM0158
 MM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4257598647(NAD 83)
 MM0158
 MM0158                          SUPERSEDED SURVEY CONTROL
 MM0158
 MM0158  NGVD 29 (02/14/92)  985.028  (m)         3231.71   (f) ADJUSTED    1 2
 MM0158  NGVD 29 (??/??/87)  985.028  (m)         3231.71   (f) SUPERSEDED  1 2
 MM0158
 MM0158.Superseded values are not recommended for survey control.
 MM0158
 MM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0158.See file dsdata.pdf to determine how the superseded data were derived.
 MM0158
 MM0158_MARKER: DB = BENCH MARK DISK
 MM0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0158_STAMPING: V 22 1933 3231.713
 MM0158_MARK LOGO: CGS
 MM0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0158+STABILITY: SURFACE MOTION
 MM0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0158+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0158
 MM0158  HISTORY     - Date     Condition        Report By
 MM0158  HISTORY     - 1933     MONUMENTED       CGS
 MM0158  HISTORY     - 1981     GOOD             NEDR
 MM0158  HISTORY     - 19910820 GOOD             NGS
 MM0158
 MM0158                          STATION DESCRIPTION
 MM0158
 MM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0158'5.5 MI SE FROM TRYON.
 MM0158'5.5 MILES SOUTHEAST ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0158'TRYON, MC PHERSON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 40,
 MM0158'28 FEET NORTH OF THE PROLONGATION OF THE CENTERLINE OF STATE
 MM0158'HIGHWAY 40, 67 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 83,
 MM0158'34 FEET WEST OF A FENCE CORNER, AND 2 FEET NORTH OF THE
 MM0158'FENCE.  A STANDARD DISK, STAMPED 3231.713 V 22 1933 AND SET IN
 MM0158'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0158
 MM0158                          STATION RECOVERY (1981)
 MM0158
 MM0158'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0158'RECOVERED IN GOOD CONDITION.
 MM0158
 MM0158                          STATION RECOVERY (1991)
 MM0158
 MM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0158'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0158'IN TRYON, 22.2 M (72.8 FT) NORTH OF THE EXTENDED CENTERLINE OF STATE
 MM0158'HIGHWAY 92, 20.2 M (66.3 FT) WEST OF THE HIGHWAY CENTERLINE, 8.7 M
 MM0158'(28.5 FT) NORTH OF A FENCE CORNER, 8.1 M (26.6 FT) WEST OF A WITNESS
 MM0158'POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 MM0158'THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 MM0158'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BUFORD SCHMIDT, HC 35, BOX
 MM0158'6, TRYON, NE 69167, TELEPHONE NUMBER (308) 587-2351.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0395 ***********************************************************************
 NN0395  DESIGNATION -  V 220
 NN0395  PID         -  NN0395
 NN0395  STATE/COUNTY-  NE/BOYD
 NN0395  COUNTRY     -  US
 NN0395  USGS QUAD   -  MARIAVILLE (2017)
 NN0395
 NN0395                         *CURRENT SURVEY CONTROL
 NN0395  ______________________________________________________________________
 NN0395* NAD 83(1986) POSITION- 42 52 08.85   (N) 099 15 25.23   (W)   HD_HELD1
 NN0395* NAVD 88 ORTHO HEIGHT -   597.594 (meters)     1960.61  (feet) ADJUSTED
 NN0395  ______________________________________________________________________
 NN0395  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 NN0395  DYNAMIC HEIGHT  -        597.373 (meters)     1959.88  (feet) COMP
 NN0395  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 NN0395
 NN0395  VERT ORDER      -  SECOND    CLASS 0
 NN0395
 NN0395.The horizontal coordinates were determined by differentially corrected
 NN0395.hand held GPS observations or other comparable positioning techniques
 NN0395.and have an estimated accuracy of +/- 3 meters.
 NN0395
 NN0395.The orthometric height was determined by differential leveling and
 NN0395.adjusted by the NATIONAL GEODETIC SURVEY
 NN0395.in June 1991.
 NN0395
 NN0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0395.GEOID18 height accuracy estimate available here.
 NN0395
 NN0395.Click photographs - Photos may exist for this station.
 NN0395
 NN0395.The dynamic height is computed by dividing the NAVD 88
 NN0395.geopotential number by the normal gravity value computed on the
 NN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0395.degrees latitude (g = 980.6199 gals.).
 NN0395
 NN0395.The modeled gravity was interpolated from observed gravity values.
 NN0395
 NN0395;                    North         East    Units  Estimated Accuracy
 NN0395;SPC NE       -   337,343.4     560,708.5     MT  (+/- 3 meters HH1 GPS) 
 NN0395
 NN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7900746313(NAD 83)
 NN0395
 NN0395                          SUPERSEDED SURVEY CONTROL
 NN0395
 NN0395  NGVD 29 (??/??/92)  597.326  (m)         1959.73   (f) ADJ UNCH    2 0
 NN0395
 NN0395.Superseded values are not recommended for survey control.
 NN0395
 NN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0395.See file dsdata.pdf to determine how the superseded data were derived.
 NN0395
 NN0395_MARKER: DB = BENCH MARK DISK
 NN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0395_STAMPING: V 220 1946
 NN0395_MARK LOGO: CGS
 NN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0395+STABILITY: SURFACE MOTION
 NN0395
 NN0395  HISTORY     - Date     Condition        Report By
 NN0395  HISTORY     - 1946     MONUMENTED       CGS
 NN0395
 NN0395                          STATION DESCRIPTION
 NN0395
 NN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0395'9 MI SE FROM BROCKSBURG.
 NN0395'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0395'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0395'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0395'EAST 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0395'MARK IS AT THE BOYD-KEYA PAHA COUNTY LINE, 29.0 FEET SOUTH OF
 NN0395'AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF AN EAST-WEST
 NN0395'ROAD, 31.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 NN0395'6.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND
 NN0395'1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 NN0395'STAMPED V 220 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0395'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1266 ***********************************************************************
 NM1266  DESIGNATION -  V 221
 NM1266  PID         -  NM1266
 NM1266  STATE/COUNTY-  NE/ANTELOPE
 NM1266  COUNTRY     -  US
 NM1266  USGS QUAD   -  PLAINVIEW (2017)
 NM1266
 NM1266                         *CURRENT SURVEY CONTROL
 NM1266  ______________________________________________________________________
 NM1266* NAD 83(1986) POSITION- 42 21 00.     (N) 097 51 13.     (W)   SCALED
 NM1266* NAVD 88 ORTHO HEIGHT -   538.053 (meters)     1765.26  (feet) ADJUSTED
 NM1266  ______________________________________________________________________
 NM1266  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 NM1266  DYNAMIC HEIGHT  -        537.854 (meters)     1764.61  (feet) COMP
 NM1266  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 NM1266
 NM1266  VERT ORDER      -  FIRST     CLASS II
 NM1266
 NM1266.The horizontal coordinates were scaled from a map and have
 NM1266.an estimated accuracy of +/- 6 seconds.
 NM1266
 NM1266.The orthometric height was determined by differential leveling and
 NM1266.adjusted by the NATIONAL GEODETIC SURVEY
 NM1266.in June 1991.
 NM1266
 NM1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1266.GEOID18 height accuracy estimate available here.
 NM1266
 NM1266.Click photographs - Photos may exist for this station.
 NM1266
 NM1266.The dynamic height is computed by dividing the NAVD 88
 NM1266.geopotential number by the normal gravity value computed on the
 NM1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1266.degrees latitude (g = 980.6199 gals.).
 NM1266
 NM1266.The modeled gravity was interpolated from observed gravity values.
 NM1266
 NM1266;                    North         East    Units  Estimated Accuracy
 NM1266;SPC NE       -   281,620.      676,790.      MT  (+/- 180 meters Scaled)
 NM1266
 NM1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM944892(NAD 83)
 NM1266
 NM1266                          SUPERSEDED SURVEY CONTROL
 NM1266
 NM1266  NGVD 29 (??/??/92)  537.864  (m)         1764.64   (f) ADJ UNCH    1 2
 NM1266
 NM1266.Superseded values are not recommended for survey control.
 NM1266
 NM1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1266.See file dsdata.pdf to determine how the superseded data were derived.
 NM1266
 NM1266_MARKER: DB = BENCH MARK DISK
 NM1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1266_STAMPING: V 221 1946
 NM1266_MARK LOGO: CGS
 NM1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1266+STABILITY: SURFACE MOTION
 NM1266
 NM1266  HISTORY     - Date     Condition        Report By
 NM1266  HISTORY     - 1946     MONUMENTED       CGS
 NM1266  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1266
 NM1266                          STATION DESCRIPTION
 NM1266
 NM1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1266'2.8 MI W FROM PLAINVIEW.
 NM1266'IN ANTELOPE COUNTY, 2.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM
 NM1266'THE JUNCTION OF STATE HIGHWAY 13 AT PLAINVIEW, PIERCE COUNTY, AT
 NM1266'THE INTERSECTION OF A NORTH-AND-SOUTH GRAVEL ROAD, 78 FEET SOUTH
 NM1266'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE
 NM1266'OF THE GRAVEL ROAD, 39 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER,
 NM1266'1 FOOT WEST OF A NORTH-AND-SOUTH FENCE, 1 FOOT SOUTH OF A WHITE
 NM1266'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 NM1266'DISK, STAMPED V 221 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1266'PROJECTING 5 INCHES ABOVE GROUND.
 NM1266
 NM1266                          STATION RECOVERY (1999)
 NM1266
 NM1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1266'THE POST WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.  ASSUMED
 NM1266'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0491 ***********************************************************************
 NN0491  DESIGNATION -  V 222
 NN0491  PID         -  NN0491
 NN0491  STATE/COUNTY-  NE/ROCK
 NN0491  COUNTRY     -  US
 NN0491  USGS QUAD   -  BASSETT (2017)
 NN0491
 NN0491                         *CURRENT SURVEY CONTROL
 NN0491  ______________________________________________________________________
 NN0491* NAD 83(1986) POSITION- 42 34 43.     (N) 099 34 01.     (W)   SCALED
 NN0491* NAVD 88 ORTHO HEIGHT -   713.115 (meters)     2339.61  (feet) ADJUSTED
 NN0491  ______________________________________________________________________
 NN0491  GEOID HEIGHT    -        -23.201 (meters)                     GEOID18
 NN0491  DYNAMIC HEIGHT  -        712.824 (meters)     2338.66  (feet) COMP
 NN0491  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 NN0491
 NN0491  VERT ORDER      -  FIRST     CLASS II
 NN0491
 NN0491.The horizontal coordinates were scaled from a map and have
 NN0491.an estimated accuracy of +/- 6 seconds.
 NN0491
 NN0491.The orthometric height was determined by differential leveling and
 NN0491.adjusted by the NATIONAL GEODETIC SURVEY
 NN0491.in June 1991.
 NN0491
 NN0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0491.GEOID18 height accuracy estimate available here.
 NN0491
 NN0491.Click photographs - Photos may exist for this station.
 NN0491
 NN0491.The dynamic height is computed by dividing the NAVD 88
 NN0491.geopotential number by the normal gravity value computed on the
 NN0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0491.degrees latitude (g = 980.6199 gals.).
 NN0491
 NN0491.The modeled gravity was interpolated from observed gravity values.
 NN0491
 NN0491;                    North         East    Units  Estimated Accuracy
 NN0491;SPC NE       -   304,900.      535,550.      MT  (+/- 180 meters Scaled)
 NN0491
 NN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN534141(NAD 83)
 NN0491
 NN0491                          SUPERSEDED SURVEY CONTROL
 NN0491
 NN0491  NGVD 29 (??/??/92)  712.864  (m)         2338.79   (f) ADJ UNCH    1 2
 NN0491
 NN0491.Superseded values are not recommended for survey control.
 NN0491
 NN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0491.See file dsdata.pdf to determine how the superseded data were derived.
 NN0491
 NN0491_MARKER: DB = BENCH MARK DISK
 NN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0491_STAMPING: V 222 1946
 NN0491_MARK LOGO: CGS
 NN0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0491+STABILITY: SURFACE MOTION
 NN0491
 NN0491  HISTORY     - Date     Condition        Report By
 NN0491  HISTORY     - 1946     MONUMENTED       CGS
 NN0491
 NN0491                          STATION DESCRIPTION
 NN0491
 NN0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0491'0.5 MI S FROM BASSETT.
 NN0491'0.5 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0491'BASSETT, ROCK COUNTY, THENCE 1.5 MILES SOUTHWEST ALONG U.S.
 NN0491'HIGHWAY 20, 78 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 NN0491'46 FEET SOUTHEAST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NN0491'WESTERN RAILWAY TRACK, 31 FEET SOUTH OF C. AND N.W. RY. MILEPOST
 NN0491'206, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0491'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 222 1946
 NN0491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0491'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0563 ***********************************************************************
 NN0563  DESIGNATION -  V 223
 NN0563  PID         -  NN0563
 NN0563  STATE/COUNTY-  NE/KEYA PAHA
 NN0563  COUNTRY     -  US
 NN0563  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0563
 NN0563                         *CURRENT SURVEY CONTROL
 NN0563  ______________________________________________________________________
 NN0563* NAD 83(1986) POSITION- 42 53 49.     (N) 099 43 46.     (W)   SCALED
 NN0563* NAVD 88 ORTHO HEIGHT -   709.122 (meters)     2326.51  (feet) ADJUSTED
 NN0563  ______________________________________________________________________
 NN0563  GEOID HEIGHT    -        -23.889 (meters)                     GEOID18
 NN0563  DYNAMIC HEIGHT  -        708.846 (meters)     2325.61  (feet) COMP
 NN0563  MODELED GRAVITY -    980,207.4   (mgal)                       NAVD 88
 NN0563
 NN0563  VERT ORDER      -  FIRST     CLASS II
 NN0563
 NN0563.The horizontal coordinates were scaled from a map and have
 NN0563.an estimated accuracy of +/- 6 seconds.
 NN0563
 NN0563.The orthometric height was determined by differential leveling and
 NN0563.adjusted by the NATIONAL GEODETIC SURVEY
 NN0563.in June 1991.
 NN0563
 NN0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0563.GEOID18 height accuracy estimate available here.
 NN0563
 NN0563.Click photographs - Photos may exist for this station.
 NN0563
 NN0563.The dynamic height is computed by dividing the NAVD 88
 NN0563.geopotential number by the normal gravity value computed on the
 NN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0563.degrees latitude (g = 980.6199 gals.).
 NN0563
 NN0563.The modeled gravity was interpolated from observed gravity values.
 NN0563
 NN0563;                    North         East    Units  Estimated Accuracy
 NN0563;SPC NE       -   340,210.      522,100.      MT  (+/- 180 meters Scaled)
 NN0563
 NN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN404496(NAD 83)
 NN0563
 NN0563                          SUPERSEDED SURVEY CONTROL
 NN0563
 NN0563  NGVD 29 (??/??/92)  708.835  (m)         2325.57   (f) ADJ UNCH    1 2
 NN0563
 NN0563.Superseded values are not recommended for survey control.
 NN0563
 NN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0563.See file dsdata.pdf to determine how the superseded data were derived.
 NN0563
 NN0563_MARKER: DB = BENCH MARK DISK
 NN0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0563_STAMPING: V 223 1946
 NN0563_MARK LOGO: CGS
 NN0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0563+STABILITY: SURFACE MOTION
 NN0563
 NN0563  HISTORY     - Date     Condition        Report By
 NN0563  HISTORY     - 1946     MONUMENTED       CGS
 NN0563
 NN0563                          STATION DESCRIPTION
 NN0563
 NN0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0563'6 MI N FROM SPRINGVIEW.
 NN0563'ALONG A GRAVELED COUNTY ROAD, 5.0 MILES NORTH THENCE 1.0 MILE
 NN0563'EAST OF THE COURT HOUSE IN SPRINGVIEW, NEAR A SECTION CORNER,
 NN0563'44 FEET NORTH OF THE CENTER OF THE ROAD, 12 FEET NORTH OF A
 NN0563'CORNER FENCE POST, 3 FEET EAST OF A FENCE, 2 FEET SOUTH OF
 NN0563'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0564 ***********************************************************************
 NN0564  DESIGNATION -  V 223 RESET
 NN0564  PID         -  NN0564
 NN0564  STATE/COUNTY-  NE/KEYA PAHA
 NN0564  COUNTRY     -  US
 NN0564  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0564
 NN0564                         *CURRENT SURVEY CONTROL
 NN0564  ______________________________________________________________________
 NN0564* NAD 83(1986) POSITION- 42 53 49.     (N) 099 43 46.     (W)   SCALED
 NN0564* NAVD 88 ORTHO HEIGHT -   709.91  (meters)     2329.1   (feet) RESET
 NN0564  ______________________________________________________________________
 NN0564  GEOID HEIGHT    -        -23.889 (meters)                     GEOID18
 NN0564  VERT ORDER      -  THIRD
 NN0564
 NN0564.The horizontal coordinates were scaled from a map and have
 NN0564.an estimated accuracy of +/- 6 seconds.
 NN0564
 NN0564.The orthometric height was computed from unverified reset data.
 NN0564
 NN0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0564.GEOID18 height accuracy estimate available here.
 NN0564
 NN0564.Click photographs - Photos may exist for this station.
 NN0564
 NN0564;                    North         East    Units  Estimated Accuracy
 NN0564;SPC NE       -   340,210.      522,100.      MT  (+/- 180 meters Scaled)
 NN0564
 NN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN404496(NAD 83)
 NN0564
 NN0564                          SUPERSEDED SURVEY CONTROL
 NN0564
 NN0564.No superseded survey control is available for this station.
 NN0564
 NN0564_MARKER: DB = BENCH MARK DISK
 NN0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0564_STAMPING: V 223 RESET 1971
 NN0564_MARK LOGO: CGS
 NN0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0564+STABILITY: SURFACE MOTION
 NN0564
 NN0564  HISTORY     - Date     Condition        Report By
 NN0564  HISTORY     - 1971     MONUMENTED       NEDR
 NN0564
 NN0564                          STATION DESCRIPTION
 NN0564
 NN0564'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1971
 NN0564'6 MI ENE FROM SPRINGVIEW.
 NN0564'ALONG STATE HIGHWAY 12, 5 MILES NORTH THENCE 1 MILE EAST OF THE
 NN0564'COURT HOUSE IN SPRINGVIEW, 135 FEET NORTH OF THE CENTER LINE OF
 NN0564'THE HIGHWAY, 10 FEET EAST OF A POWER LINE POLE, 1 FOOT EAST OF A
 NN0564'FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.  THIS MARK IS BELIEVED
 NN0564'TO BE SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1169 ***********************************************************************
 NM1169  DESIGNATION -  V 224
 NM1169  PID         -  NM1169
 NM1169  STATE/COUNTY-  NE/WAYNE
 NM1169  COUNTRY     -  US
 NM1169  USGS QUAD   -  HOSKINS (2017)
 NM1169
 NM1169                         *CURRENT SURVEY CONTROL
 NM1169  ______________________________________________________________________
 NM1169* NAD 83(1986) POSITION- 42 05 27.     (N) 097 20 00.     (W)   SCALED
 NM1169* NAVD 88 ORTHO HEIGHT -   495.540 (meters)     1625.78  (feet) ADJUSTED
 NM1169  ______________________________________________________________________
 NM1169  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NM1169  DYNAMIC HEIGHT  -        495.349 (meters)     1625.16  (feet) COMP
 NM1169  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 NM1169
 NM1169  VERT ORDER      -  FIRST     CLASS II
 NM1169
 NM1169.The horizontal coordinates were scaled from a map and have
 NM1169.an estimated accuracy of +/- 6 seconds.
 NM1169
 NM1169.The orthometric height was determined by differential leveling and
 NM1169.adjusted by the NATIONAL GEODETIC SURVEY
 NM1169.in June 1991.
 NM1169
 NM1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1169.GEOID18 height accuracy estimate available here.
 NM1169
 NM1169.Click photographs - Photos may exist for this station.
 NM1169
 NM1169.The dynamic height is computed by dividing the NAVD 88
 NM1169.geopotential number by the normal gravity value computed on the
 NM1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1169.degrees latitude (g = 980.6199 gals.).
 NM1169
 NM1169.The modeled gravity was interpolated from observed gravity values.
 NM1169
 NM1169;                    North         East    Units  Estimated Accuracy
 NM1169;SPC NE       -   254,050.      720,520.      MT  (+/- 180 meters Scaled)
 NM1169
 NM1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM378612(NAD 83)
 NM1169
 NM1169                          SUPERSEDED SURVEY CONTROL
 NM1169
 NM1169  NGVD 29 (??/??/92)  495.348  (m)         1625.15   (f) ADJ UNCH    1 2
 NM1169
 NM1169.Superseded values are not recommended for survey control.
 NM1169
 NM1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1169.See file dsdata.pdf to determine how the superseded data were derived.
 NM1169
 NM1169_MARKER: DB = BENCH MARK DISK
 NM1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1169_STAMPING: V 224 1947
 NM1169_MARK LOGO: CGS
 NM1169_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1169+STABILITY: SURFACE MOTION
 NM1169
 NM1169  HISTORY     - Date     Condition        Report By
 NM1169  HISTORY     - 1947     MONUMENTED       CGS
 NM1169  HISTORY     - 1983     GOOD             LOCSUR
 NM1169
 NM1169                          STATION DESCRIPTION
 NM1169
 NM1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1169'2.2 MI SW FROM HOSKINS.
 NM1169'2.15 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1169'AND OMAHA RAILWAY FROM THE STATION AT HOSKINS, 88.0 FEET EAST
 NM1169'NORTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD WHICH
 NM1169'FOLLOWS THE STANTON-WAYNE COUNTY LINE, 30.7 FEET SOUTHEAST OF THE
 NM1169'SOUTHEAST RAIL OF THE TRACK, 31.0 FEET NORTH OF THE CENTER OF THE
 NM1169'STANTON-WAYNE COUNTY LINE DIRT ROAD, 11.5 FEET SOUTHEAST OF POLE
 NM1169'NO. 40/10 4.5 FEET NORTH OF A FENCE CORNER POST, 2.5 FEET NORTHEAST
 NM1169'OF A REFERENCE POST.  2.3 FEET NORTHWEST OF THE SOUTHEAST RIGHT
 NM1169'OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 NM1169'THE TRACK AND PROJECTING 0.4 FOOT.
 NM1169
 NM1169                          STATION RECOVERY (1983)
 NM1169
 NM1169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1200 ***********************************************************************
 NM1200  DESIGNATION -  V 225
 NM1200  PID         -  NM1200
 NM1200  STATE/COUNTY-  NE/WAYNE
 NM1200  COUNTRY     -  US
 NM1200  USGS QUAD   -  WAYNE (2017)
 NM1200
 NM1200                         *CURRENT SURVEY CONTROL
 NM1200  ______________________________________________________________________
 NM1200* NAD 83(1986) POSITION- 42 13 31.     (N) 097 01 34.     (W)   SCALED
 NM1200* NAVD 88 ORTHO HEIGHT -   441.614 (meters)     1448.86  (feet) ADJUSTED
 NM1200  ______________________________________________________________________
 NM1200  GEOID HEIGHT    -        -24.907 (meters)                     GEOID18
 NM1200  DYNAMIC HEIGHT  -        441.459 (meters)     1448.35  (feet) COMP
 NM1200  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 NM1200
 NM1200  VERT ORDER      -  FIRST     CLASS II
 NM1200
 NM1200.The horizontal coordinates were scaled from a map and have
 NM1200.an estimated accuracy of +/- 6 seconds.
 NM1200
 NM1200.The orthometric height was determined by differential leveling and
 NM1200.adjusted by the NATIONAL GEODETIC SURVEY
 NM1200.in June 1991.
 NM1200
 NM1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1200.GEOID18 height accuracy estimate available here.
 NM1200
 NM1200.Click photographs - Photos may exist for this station.
 NM1200
 NM1200.The dynamic height is computed by dividing the NAVD 88
 NM1200.geopotential number by the normal gravity value computed on the
 NM1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1200.degrees latitude (g = 980.6199 gals.).
 NM1200
 NM1200.The modeled gravity was interpolated from observed gravity values.
 NM1200
 NM1200;                    North         East    Units  Estimated Accuracy
 NM1200;SPC NE       -   269,800.      745,410.      MT  (+/- 180 meters Scaled)
 NM1200
 NM1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM628766(NAD 83)
 NM1200
 NM1200                          SUPERSEDED SURVEY CONTROL
 NM1200
 NM1200  NGVD 29 (??/??/92)  441.434  (m)         1448.27   (f) ADJ UNCH    1 2
 NM1200
 NM1200.Superseded values are not recommended for survey control.
 NM1200
 NM1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1200.See file dsdata.pdf to determine how the superseded data were derived.
 NM1200
 NM1200_MARKER: DB = BENCH MARK DISK
 NM1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1200_STAMPING: V 225 1947
 NM1200_MARK LOGO: CGS
 NM1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1200+STABILITY: SURFACE MOTION
 NM1200
 NM1200  HISTORY     - Date     Condition        Report By
 NM1200  HISTORY     - 1947     MONUMENTED       CGS
 NM1200
 NM1200                          STATION DESCRIPTION
 NM1200
 NM1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1200'0.5 MI SW FROM WAYNE.
 NM1200'0.5 MI SW ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1200'RAILWAY FROM THE STATION AT WAYNE, AT A PRIVATE ROAD CROSSING,
 NM1200'156.3 FT SE OF THE SE RAIL OF THE BLOOMFIELD BRANCH OF THE CHICAGO,
 NM1200'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY SYSTEM, 32.9 FT NW OF THE
 NM1200'NW RAIL OF THE NORFOLK-SIUOX CITY LINE, 24.5 FT NE OF THE CENTER
 NM1200'OF A PRIVATE ROAD, 14.3 FT N OF MILE POST EMR 19, 2.0 FT NE OF A
 NM1200'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM1200'AS THE TRACK AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0072 ***********************************************************************
 NO0072  DESIGNATION -  V 227
 NO0072  PID         -  NO0072
 NO0072  STATE/COUNTY-  NE/BROWN
 NO0072  COUNTRY     -  US
 NO0072  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0072
 NO0072                         *CURRENT SURVEY CONTROL
 NO0072  ______________________________________________________________________
 NO0072* NAD 83(1986) POSITION- 42 40 58.     (N) 100 04 03.     (W)   SCALED
 NO0072* NAVD 88 ORTHO HEIGHT -   774.323 (meters)     2540.42  (feet) ADJUSTED
 NO0072  ______________________________________________________________________
 NO0072  GEOID HEIGHT    -        -22.526 (meters)                     GEOID18
 NO0072  DYNAMIC HEIGHT  -        774.009 (meters)     2539.39  (feet) COMP
 NO0072  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 NO0072
 NO0072  VERT ORDER      -  SECOND    CLASS 0
 NO0072
 NO0072.The horizontal coordinates were scaled from a map and have
 NO0072.an estimated accuracy of +/- 6 seconds.
 NO0072
 NO0072.The orthometric height was determined by differential leveling and
 NO0072.adjusted by the NATIONAL GEODETIC SURVEY
 NO0072.in June 1991.
 NO0072
 NO0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0072.GEOID18 height accuracy estimate available here.
 NO0072
 NO0072.Click photographs - Photos may exist for this station.
 NO0072
 NO0072.The dynamic height is computed by dividing the NAVD 88
 NO0072.geopotential number by the normal gravity value computed on the
 NO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0072.degrees latitude (g = 980.6199 gals.).
 NO0072
 NO0072.The modeled gravity was interpolated from observed gravity values.
 NO0072
 NO0072;                    North         East    Units  Estimated Accuracy
 NO0072;SPC NE       -   316,390.      494,470.      MT  (+/- 180 meters Scaled)
 NO0072
 NO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN125261(NAD 83)
 NO0072
 NO0072                          SUPERSEDED SURVEY CONTROL
 NO0072
 NO0072  NGVD 29 (??/??/92)  774.025  (m)         2539.45   (f) ADJ UNCH    2 0
 NO0072
 NO0072.Superseded values are not recommended for survey control.
 NO0072
 NO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0072.See file dsdata.pdf to determine how the superseded data were derived.
 NO0072
 NO0072_MARKER: DB = BENCH MARK DISK
 NO0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0072_STAMPING: V 227 1946
 NO0072_MARK LOGO: CGS
 NO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0072+STABILITY: SURFACE MOTION
 NO0072
 NO0072  HISTORY     - Date     Condition        Report By
 NO0072  HISTORY     - 1946     MONUMENTED       CGS
 NO0072
 NO0072                          STATION DESCRIPTION
 NO0072
 NO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0072'9.1 MI N FROM JOHNSTOWN.
 NO0072'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0072'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 8.7
 NO0072'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, ABOUT 0.2 MILES
 NO0072'NORTH OF A GROUP OF RANCH BUILDINGS, 39 FEET EAST OF AND ABOUT
 NO0072'LEVEL WITH THE CENTER LINE OF THE ROAD, 37 FEET NORTH OF AN
 NO0072'EAST-WEST FENCE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NO0072'SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 NO0072'V 227 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0072'5 INCHES ABOVE THE GROUND.  STAMPED V 227 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0040 ***********************************************************************
 NO0040  DESIGNATION -  V 228
 NO0040  PID         -  NO0040
 NO0040  STATE/COUNTY-  NE/CHERRY
 NO0040  COUNTRY     -  US
 NO0040  USGS QUAD   -  THATCHER (2017)
 NO0040
 NO0040                         *CURRENT SURVEY CONTROL
 NO0040  ______________________________________________________________________
 NO0040* NAD 83(1986) POSITION- 42 48 27.     (N) 100 26 45.     (W)   SCALED
 NO0040* NAVD 88 ORTHO HEIGHT -   808.374 (meters)     2652.14  (feet) ADJUSTED
 NO0040  ______________________________________________________________________
 NO0040  GEOID HEIGHT    -        -21.944 (meters)                     GEOID18
 NO0040  DYNAMIC HEIGHT  -        808.049 (meters)     2651.07  (feet) COMP
 NO0040  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 NO0040
 NO0040  VERT ORDER      -  FIRST     CLASS II
 NO0040
 NO0040.The horizontal coordinates were scaled from a map and have
 NO0040.an estimated accuracy of +/- 6 seconds.
 NO0040
 NO0040.The orthometric height was determined by differential leveling and
 NO0040.adjusted by the NATIONAL GEODETIC SURVEY
 NO0040.in June 1991.
 NO0040
 NO0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0040.GEOID18 height accuracy estimate available here.
 NO0040
 NO0040.Click photographs - Photos may exist for this station.
 NO0040
 NO0040.The dynamic height is computed by dividing the NAVD 88
 NO0040.geopotential number by the normal gravity value computed on the
 NO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0040.degrees latitude (g = 980.6199 gals.).
 NO0040
 NO0040.The modeled gravity was interpolated from observed gravity values.
 NO0040
 NO0040;                    North         East    Units  Estimated Accuracy
 NO0040;SPC NE       -   330,330.      463,540.      MT  (+/- 180 meters Scaled)
 NO0040
 NO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN817404(NAD 83)
 NO0040
 NO0040                          SUPERSEDED SURVEY CONTROL
 NO0040
 NO0040  NGVD 29 (??/??/92)  808.093  (m)         2651.22   (f) ADJ UNCH    1 2
 NO0040
 NO0040.Superseded values are not recommended for survey control.
 NO0040
 NO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0040.See file dsdata.pdf to determine how the superseded data were derived.
 NO0040
 NO0040_MARKER: DB = BENCH MARK DISK
 NO0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0040_STAMPING: V 228 1946
 NO0040_MARK LOGO: CGS
 NO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0040+STABILITY: SURFACE MOTION
 NO0040
 NO0040  HISTORY     - Date     Condition        Report By
 NO0040  HISTORY     - 1946     MONUMENTED       CGS
 NO0040
 NO0040                          STATION DESCRIPTION
 NO0040
 NO0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0040'8 MI SE FROM VALENTINE.
 NO0040'8.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0040'FROM THE STATION AT VALENTINE, CHERRY COUNTY, OPPOSITE MILEPOST
 NO0040'261, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK, 13 FEET
 NO0040'WEST OF A POLE, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NO0040'NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN
 NO0040'THE TRACK.  A STANDARD DISK, STAMPED V 228 1946 AND SET IN THE
 NO0040'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM2002 ***********************************************************************
 NM2002  DESIGNATION -  V 229 RESET
 NM2002  PID         -  NM2002
 NM2002  STATE/COUNTY-  NE/WAYNE
 NM2002  COUNTRY     -  US
 NM2002  USGS QUAD   -  WAKEFIELD SW (2017)
 NM2002
 NM2002                         *CURRENT SURVEY CONTROL
 NM2002  ______________________________________________________________________
 NM2002* NAD 83(1986) POSITION- 42 15 51.     (N) 096 57 37.     (W)   SCALED
 NM2002* NAVD 88 ORTHO HEIGHT -   433.45  (meters)     1422.1   (feet) RESET
 NM2002  ______________________________________________________________________
 NM2002  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 NM2002  VERT ORDER      -  THIRD
 NM2002
 NM2002.The horizontal coordinates were scaled from a map and have
 NM2002.an estimated accuracy of +/- 6 seconds.
 NM2002
 NM2002.The orthometric height was computed from unverified reset data.
 NM2002
 NM2002.No vertical observational check was made to the station.
 NM2002
 NM2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2002.GEOID18 height accuracy estimate available here.
 NM2002
 NM2002.Click photographs - Photos may exist for this station.
 NM2002
 NM2002;                    North         East    Units  Estimated Accuracy
 NM2002;SPC NE       -   274,300.      750,680.      MT  (+/- 180 meters Scaled)
 NM2002
 NM2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM682811(NAD 83)
 NM2002
 NM2002                          SUPERSEDED SURVEY CONTROL
 NM2002
 NM2002  NGVD 29 (01/31/13)  433.28   (m)         1421.5    (f) RESET       3  
 NM2002
 NM2002.Superseded values are not recommended for survey control.
 NM2002
 NM2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2002.See file dsdata.pdf to determine how the superseded data were derived.
 NM2002
 NM2002_MARKER: DV = VERTICAL CONTROL DISK
 NM2002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM2002_SP_SET: BRIDGE RAIL
 NM2002_STAMPING: V 229 RESET 1983
 NM2002_MARK LOGO: NGS
 NM2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2002
 NM2002  HISTORY     - Date     Condition        Report By
 NM2002  HISTORY     - 1983     MONUMENTED       NEDR
 NM2002
 NM2002                          STATION DESCRIPTION
 NM2002
 NM2002'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1983
 NM2002'2.0 MILES (3.2 KM) NORTH OF THE JUNCTION OF NEBRASKA HIGHWAYS NO. 15
 NM2002'AND 35 IN WAYNE ON HIGHWAY NO. 15, THENCE EAST ON A GRAVELED COUNTY
 NM2002'ROAD 2.65 MILES, 13.9 FEET (4.2M) WEST OF THE END OF A 200 FOOT (61.0
 NM2002'M) CONCRETE D.S.G. BRIDGE AND 14.8 FEET (4.5 M) SOUTH OF THE
 NM2002'CENTERLINE OF THE BRIDGE DECK IN TOP OF CONCRETE BRIDGE RAIL SET
 NM2002'FLUSH 2.42 FEET (0.74 M) ABOVE THE CONCRETE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0081 ***********************************************************************
 LJ0081  DESIGNATION -  V 23
 LJ0081  PID         -  LJ0081
 LJ0081  STATE/COUNTY-  NE/RED WILLOW
 LJ0081  COUNTRY     -  US
 LJ0081  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0081
 LJ0081                         *CURRENT SURVEY CONTROL
 LJ0081  ______________________________________________________________________
 LJ0081* NAD 83(1986) POSITION- 40 14 47.     (N) 100 39 00.     (W)   SCALED
 LJ0081* NAVD 88 ORTHO HEIGHT -   801.481 (meters)     2629.53  (feet) ADJUSTED
 LJ0081  ______________________________________________________________________
 LJ0081  GEOID HEIGHT    -        -23.863 (meters)                     GEOID18
 LJ0081  DYNAMIC HEIGHT  -        800.947 (meters)     2627.77  (feet) COMP
 LJ0081  MODELED GRAVITY -    979,932.4   (mgal)                       NAVD 88
 LJ0081
 LJ0081  VERT ORDER      -  SECOND    CLASS 0
 LJ0081
 LJ0081.The horizontal coordinates were scaled from a map and have
 LJ0081.an estimated accuracy of +/- 6 seconds.
 LJ0081
 LJ0081.The orthometric height was determined by differential leveling and
 LJ0081.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0081.in June 1991.
 LJ0081
 LJ0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0081.GEOID18 height accuracy estimate available here.
 LJ0081
 LJ0081.Click photographs - Photos may exist for this station.
 LJ0081
 LJ0081.The dynamic height is computed by dividing the NAVD 88
 LJ0081.geopotential number by the normal gravity value computed on the
 LJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0081.degrees latitude (g = 980.6199 gals.).
 LJ0081
 LJ0081.The modeled gravity was interpolated from observed gravity values.
 LJ0081
 LJ0081;                    North         East    Units  Estimated Accuracy
 LJ0081;SPC NE       -    46,070.      444,700.      MT  (+/- 180 meters Scaled)
 LJ0081
 LJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596564(NAD 83)
 LJ0081
 LJ0081                          SUPERSEDED SURVEY CONTROL
 LJ0081
 LJ0081  NGVD 29 (??/??/92)  801.157  (m)         2628.46   (f) ADJ UNCH    2 0
 LJ0081
 LJ0081.Superseded values are not recommended for survey control.
 LJ0081
 LJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0081.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0081
 LJ0081_MARKER: DB = BENCH MARK DISK
 LJ0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0081_SP_SET: CULVERT RETAINING WALL
 LJ0081_STAMPING: V 23 1934
 LJ0081_MARK LOGO: CGS
 LJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0081+STABILITY: SURFACE MOTION
 LJ0081
 LJ0081  HISTORY     - Date     Condition        Report By
 LJ0081  HISTORY     - 1934     MONUMENTED       CGS
 LJ0081  HISTORY     - 1941     GOOD             CGS
 LJ0081  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0081
 LJ0081                          STATION DESCRIPTION
 LJ0081
 LJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0081'4.1 MI N FROM MC COOK.
 LJ0081'4.1 MILES N OF AND ALONG U.S. HWY 183, IN SE CORNER OF RETAINING
 LJ0081'WALL OF SMALL CONCRETE CULVERT.
 LJ0081
 LJ0081                          STATION RECOVERY (1941)
 LJ0081
 LJ0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0081'RECOVERED IN GOOD CONDITION.
 LJ0081
 LJ0081                          STATION RECOVERY (1999)
 LJ0081
 LJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0081'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0082 ***********************************************************************
 LJ0082  DESIGNATION -  V 23 RESET
 LJ0082  PID         -  LJ0082
 LJ0082  STATE/COUNTY-  NE/RED WILLOW
 LJ0082  COUNTRY     -  US
 LJ0082  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0082
 LJ0082                         *CURRENT SURVEY CONTROL
 LJ0082  ______________________________________________________________________
 LJ0082* NAD 83(1986) POSITION- 40 14 47.     (N) 100 39 00.     (W)   SCALED
 LJ0082* NAVD 88 ORTHO HEIGHT -   801.42  (meters)     2629.3   (feet) RESET
 LJ0082  ______________________________________________________________________
 LJ0082  GEOID HEIGHT    -        -23.863 (meters)                     GEOID18
 LJ0082  VERT ORDER      -  THIRD
 LJ0082
 LJ0082.The horizontal coordinates were scaled from a map and have
 LJ0082.an estimated accuracy of +/- 6 seconds.
 LJ0082
 LJ0082.The orthometric height was computed from unverified reset data.
 LJ0082
 LJ0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0082.GEOID18 height accuracy estimate available here.
 LJ0082
 LJ0082.Click photographs - Photos may exist for this station.
 LJ0082
 LJ0082;                    North         East    Units  Estimated Accuracy
 LJ0082;SPC NE       -    46,070.      444,700.      MT  (+/- 180 meters Scaled)
 LJ0082
 LJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596564(NAD 83)
 LJ0082
 LJ0082                          SUPERSEDED SURVEY CONTROL
 LJ0082
 LJ0082  NGVD 29 (??/??/??)  801.09   (m)         2628.2    (f) RESET       3  
 LJ0082
 LJ0082.Superseded values are not recommended for survey control.
 LJ0082
 LJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0082.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0082
 LJ0082_MARKER: DB = BENCH MARK DISK
 LJ0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0082_SP_SET: CULVERT HEADWALL
 LJ0082_STAMPING: V 23 RESET 1947
 LJ0082_MARK LOGO: CGS
 LJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0082+STABILITY: SURFACE MOTION
 LJ0082
 LJ0082  HISTORY     - Date     Condition        Report By
 LJ0082  HISTORY     - 1947     MONUMENTED       NEDR
 LJ0082  HISTORY     - 1957     GOOD             CGS
 LJ0082  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0082
 LJ0082                          STATION DESCRIPTION
 LJ0082
 LJ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0082'3.3 MI N FROM MC COOK.
 LJ0082'3.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF U.S.
 LJ0082'HIGHWAYS 6, 34, AND 83, AT THE WEST EDGE OF MC COOK, REDWILLOW
 LJ0082'COUNTY, AT A SMALL CONCRETE CULVERT, AND IN THE CENTER OF THE
 LJ0082'TOP OF THE EAST CONCRETE HEADWALL.
 LJ0082
 LJ0082                          STATION RECOVERY (1999)
 LJ0082
 LJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0082'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0353 ***********************************************************************
 MK0353  DESIGNATION -  V 230
 MK0353  PID         -  MK0353
 MK0353  STATE/COUNTY-  NE/BURT
 MK0353  COUNTRY     -  US
 MK0353  USGS QUAD   -  CRAIG (2017)
 MK0353
 MK0353                         *CURRENT SURVEY CONTROL
 MK0353  ______________________________________________________________________
 MK0353* NAD 83(1986) POSITION- 41 47 06.     (N) 096 21 39.     (W)   SCALED
 MK0353* NAVD 88 ORTHO HEIGHT -   411.240 (meters)     1349.21  (feet) ADJUSTED
 MK0353  ______________________________________________________________________
 MK0353  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 MK0353  DYNAMIC HEIGHT  -        411.085 (meters)     1348.70  (feet) COMP
 MK0353  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 MK0353
 MK0353  VERT ORDER      -  SECOND    CLASS 0
 MK0353
 MK0353.The horizontal coordinates were scaled from a map and have
 MK0353.an estimated accuracy of +/- 6 seconds.
 MK0353
 MK0353.The orthometric height was determined by differential leveling and
 MK0353.adjusted by the NATIONAL GEODETIC SURVEY
 MK0353.in June 1991.
 MK0353
 MK0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0353.GEOID18 height accuracy estimate available here.
 MK0353
 MK0353.Click photographs - Photos may exist for this station.
 MK0353
 MK0353.The dynamic height is computed by dividing the NAVD 88
 MK0353.geopotential number by the normal gravity value computed on the
 MK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0353.degrees latitude (g = 980.6199 gals.).
 MK0353
 MK0353.The modeled gravity was interpolated from observed gravity values.
 MK0353
 MK0353;                    North         East    Units  Estimated Accuracy
 MK0353;SPC NE       -   223,050.      802,330.      MT  (+/- 180 meters Scaled)
 MK0353
 MK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM193292(NAD 83)
 MK0353
 MK0353                          SUPERSEDED SURVEY CONTROL
 MK0353
 MK0353  NGVD 29 (??/??/92)  411.101  (m)         1348.75   (f) ADJ UNCH    2 0
 MK0353
 MK0353.Superseded values are not recommended for survey control.
 MK0353
 MK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0353.See file dsdata.pdf to determine how the superseded data were derived.
 MK0353
 MK0353_MARKER: DB = BENCH MARK DISK
 MK0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0353_SP_SET: STANDPIPE FOUNDATION
 MK0353_STAMPING: V 230 1947
 MK0353_MARK LOGO: CGS
 MK0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0353
 MK0353  HISTORY     - Date     Condition        Report By
 MK0353  HISTORY     - 1947     MONUMENTED       CGS
 MK0353
 MK0353                          STATION DESCRIPTION
 MK0353
 MK0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0353'AT CRAIG.
 MK0353'AT CRAIG, AT THE CITY WATER STAND PIPE, DIRECTLY ACROSS U.S.
 MK0353'HIGHWAY NO. 73W FROM THE HIGH SCHOOL, 24.0 FEET NORTH OF THE
 MK0353'CENTER OF THE HIGHWAY, 3.6 FEET SOUTHEAST OF ONE ANCHOR BOLT
 MK0353'AND 2.2 FEET WEST OF ANOTHER ANCHOR BOLT, SET IN TOP OF THE
 MK0353'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE STAND PIPE,
 MK0353'ABOUT 6 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0619 ***********************************************************************
 MK0619  DESIGNATION -  V 232
 MK0619  PID         -  MK0619
 MK0619  STATE/COUNTY-  NE/DOUGLAS
 MK0619  COUNTRY     -  US
 MK0619  USGS QUAD   -  VALLEY (2017)
 MK0619
 MK0619                         *CURRENT SURVEY CONTROL
 MK0619  ______________________________________________________________________
 MK0619* NAD 83(1986) POSITION- 41 17 58.     (N) 096 16 28.     (W)   SCALED
 MK0619* NAVD 88 ORTHO HEIGHT -   342.210 (meters)     1122.73  (feet) ADJUSTED
 MK0619  ______________________________________________________________________
 MK0619  GEOID HEIGHT    -        -27.438 (meters)                     GEOID18
 MK0619  DYNAMIC HEIGHT  -        342.052 (meters)     1122.22  (feet) COMP
 MK0619  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 MK0619
 MK0619  VERT ORDER      -  SECOND    CLASS 0
 MK0619
 MK0619.The horizontal coordinates were scaled from a map and have
 MK0619.an estimated accuracy of +/- 6 seconds.
 MK0619
 MK0619.The orthometric height was determined by differential leveling and
 MK0619.adjusted by the NATIONAL GEODETIC SURVEY
 MK0619.in June 1991.
 MK0619
 MK0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0619.GEOID18 height accuracy estimate available here.
 MK0619
 MK0619.Click photographs - Photos may exist for this station.
 MK0619
 MK0619.The dynamic height is computed by dividing the NAVD 88
 MK0619.geopotential number by the normal gravity value computed on the
 MK0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0619.degrees latitude (g = 980.6199 gals.).
 MK0619
 MK0619.The modeled gravity was interpolated from observed gravity values.
 MK0619
 MK0619;                    North         East    Units  Estimated Accuracy
 MK0619;SPC NE       -   169,500.      811,830.      MT  (+/- 180 meters Scaled)
 MK0619
 MK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281755(NAD 83)
 MK0619
 MK0619                          SUPERSEDED SURVEY CONTROL
 MK0619
 MK0619  NGVD 29 (??/??/92)  342.075  (m)         1122.29   (f) ADJ UNCH    2 0
 MK0619
 MK0619.Superseded values are not recommended for survey control.
 MK0619
 MK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0619.See file dsdata.pdf to determine how the superseded data were derived.
 MK0619
 MK0619_MARKER: DB = BENCH MARK DISK
 MK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0619_STAMPING: V 232 1947
 MK0619_MARK LOGO: CGS
 MK0619_PROJECTION: FLUSH
 MK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0619+STABILITY: SURFACE MOTION
 MK0619
 MK0619  HISTORY     - Date     Condition        Report By
 MK0619  HISTORY     - 1947     MONUMENTED       CGS
 MK0619  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0619
 MK0619                          STATION DESCRIPTION
 MK0619
 MK0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0619'1.1 MI NE FROM WATERLOO.
 MK0619'0.7 MILE NORTHEAST ALONG NEBRASKA STATE HIGHWAY 130 FROM THE
 MK0619'UNION PACIFIC RAILWAY STATION AT WATERLOO, THENCE 0.4 MILE NORTH ALONG
 MK0619'A GRAVELED ROAD, ABOUT 40 YARDS WEST OF THE SOUTHWEST CORNER
 MK0619'OF A BARN, 37 FEET SOUTH OF THE SOUTH END OF A GATE WHICH IS
 MK0619'AT THE ENTRANCE OF A DRIVEWAY LEADING TO A FARMHOUSE, 29 FEET
 MK0619'EAST OF THE CENTER LINE OF THE ROAD AND LEVEL WITH IT, 12 FEET
 MK0619'SOUTHWEST OF A 12-INCH ELM TREE, 12 FEET NORTHWEST OF A 10-INCH PINE
 MK0619'TREE, 2 FEET EAST OF A FENCE, 2 FEET NORTHEAST OF A 4 X 4 MARKER
 MK0619'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK0619'THE GROUND.
 MK0619
 MK0619                          STATION RECOVERY (1976)
 MK0619
 MK0619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0619'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0753 ***********************************************************************
 MJ0753  DESIGNATION -  V 234
 MJ0753  PID         -  MJ0753
 MJ0753  STATE/COUNTY-  NE/WASHINGTON
 MJ0753  COUNTRY     -  US
 MJ0753  USGS QUAD   -  LOVELAND (2018)
 MJ0753
 MJ0753                         *CURRENT SURVEY CONTROL
 MJ0753  ______________________________________________________________________
 MJ0753* NAD 83(1986) POSITION- 41 27 00.     (N) 095 57 49.     (W)   SCALED
 MJ0753* NAVD 88 ORTHO HEIGHT -   302.522 (meters)      992.52  (feet) ADJUSTED
 MJ0753  ______________________________________________________________________
 MJ0753  GEOID HEIGHT    -        -28.492 (meters)                     GEOID18
 MJ0753  DYNAMIC HEIGHT  -        302.381 (meters)      992.06  (feet) COMP
 MJ0753  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 MJ0753
 MJ0753  VERT ORDER      -  SECOND    CLASS 0
 MJ0753
 MJ0753.The horizontal coordinates were scaled from a map and have
 MJ0753.an estimated accuracy of +/- 6 seconds.
 MJ0753
 MJ0753.The orthometric height was determined by differential leveling and
 MJ0753.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0753.in June 1991.
 MJ0753
 MJ0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0753.GEOID18 height accuracy estimate available here.
 MJ0753
 MJ0753.Click photographs - Photos may exist for this station.
 MJ0753
 MJ0753.The dynamic height is computed by dividing the NAVD 88
 MJ0753.geopotential number by the normal gravity value computed on the
 MJ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0753.degrees latitude (g = 980.6199 gals.).
 MJ0753
 MJ0753.The modeled gravity was interpolated from observed gravity values.
 MJ0753
 MJ0753;                    North         East    Units  Estimated Accuracy
 MJ0753;SPC NE       -   187,360.      837,050.      MT  (+/- 180 meters Scaled)
 MJ0753
 MJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524929(NAD 83)
 MJ0753
 MJ0753                          SUPERSEDED SURVEY CONTROL
 MJ0753
 MJ0753  NGVD 29 (??/??/92)  302.382  (m)          992.06   (f) ADJ UNCH    2 0
 MJ0753
 MJ0753.Superseded values are not recommended for survey control.
 MJ0753
 MJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0753.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0753
 MJ0753_MARKER: DB = BENCH MARK DISK
 MJ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0753_STAMPING: V 234 1947
 MJ0753_MARK LOGO: CGS
 MJ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0753+STABILITY: SURFACE MOTION
 MJ0753
 MJ0753  HISTORY     - Date     Condition        Report By
 MJ0753  HISTORY     - 1947     MONUMENTED       CGS
 MJ0753
 MJ0753                          STATION DESCRIPTION
 MJ0753
 MJ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0753'3.7 MI E FROM FORT CALHOUN.
 MJ0753'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0753'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT ROAD,
 MJ0753'THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD TO A T ROAD JUNCTION.
 MJ0753'THE MARK IS ABOUT 100 YARDS SOUTH OF THE T ROAD JUNCTION, 53 FEET
 MJ0753'NORTH OF A POWER POLE, 33 FEET EAST OF THE CENTER LINE OF A
 MJ0753'NORTH-SOUTH ROAD AND LEVEL WITH IT, 2 FEET NORTH OF A 4 X 4 MARKER
 MJ0753'POST, AND 0.5 OF A FOOT WEST OF A FENCE.  A BRONZE DISK SET IN
 MJ0753'THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE
 MJ0753'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0641 ***********************************************************************
 NM0641  DESIGNATION -  V 235
 NM0641  PID         -  NM0641
 NM0641  STATE/COUNTY-  NE/DAKOTA
 NM0641  COUNTRY     -  US
 NM0641  USGS QUAD   -  EMERSON (2017)
 NM0641
 NM0641                         *CURRENT SURVEY CONTROL
 NM0641  ______________________________________________________________________
 NM0641* NAD 83(1986) POSITION- 42 18 39.     (N) 096 40 51.     (W)   SCALED
 NM0641* NAVD 88 ORTHO HEIGHT -   407.946 (meters)     1338.40  (feet) ADJUSTED
 NM0641  ______________________________________________________________________
 NM0641  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 NM0641  DYNAMIC HEIGHT  -        407.809 (meters)     1337.95  (feet) COMP
 NM0641  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 NM0641
 NM0641  VERT ORDER      -  FIRST     CLASS II
 NM0641
 NM0641.The horizontal coordinates were scaled from a map and have
 NM0641.an estimated accuracy of +/- 6 seconds.
 NM0641
 NM0641.The orthometric height was determined by differential leveling and
 NM0641.adjusted by the NATIONAL GEODETIC SURVEY
 NM0641.in June 1991.
 NM0641
 NM0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0641.GEOID18 height accuracy estimate available here.
 NM0641
 NM0641.Click photographs - Photos may exist for this station.
 NM0641
 NM0641.The dynamic height is computed by dividing the NAVD 88
 NM0641.geopotential number by the normal gravity value computed on the
 NM0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0641.degrees latitude (g = 980.6199 gals.).
 NM0641
 NM0641.The modeled gravity was interpolated from observed gravity values.
 NM0641
 NM0641;                    North         East    Units  Estimated Accuracy
 NM0641;SPC NE       -   280,330.      773,520.      MT  (+/- 180 meters Scaled)
 NM0641
 NM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM911868(NAD 83)
 NM0641
 NM0641                          SUPERSEDED SURVEY CONTROL
 NM0641
 NM0641  NGVD 29 (??/??/92)  407.776  (m)         1337.85   (f) ADJ UNCH    1 2
 NM0641
 NM0641.Superseded values are not recommended for survey control.
 NM0641
 NM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0641.See file dsdata.pdf to determine how the superseded data were derived.
 NM0641
 NM0641_MARKER: DB = BENCH MARK DISK
 NM0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0641_STAMPING: V 235 1947
 NM0641_MARK LOGO: CGS
 NM0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0641+STABILITY: SURFACE MOTION
 NM0641
 NM0641  HISTORY     - Date     Condition        Report By
 NM0641  HISTORY     - 1947     MONUMENTED       CGS
 NM0641
 NM0641                          STATION DESCRIPTION
 NM0641
 NM0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0641'4.2 MI NE FROM EMERSON.
 NM0641'ABOUT 4.2 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL,
 NM0641'MINNEAPOLIS AND OMAHA RAILROAD FROM THE STATION AT EMERSON, AT A
 NM0641'PRIVATE ROAD CROSSING, ABOUT 1 1/2 POLES WEST OF MILE POST
 NM0641'24-30, 78.2 FEET NORTHEAST OF A THIRTY INCH COTTONWOOD TREE,
 NM0641'47.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 46.0 FEET SOUTH
 NM0641'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 2.0 FEET
 NM0641'NORTH OF THE RIGHT OF WAY FENCE, 1.0 FOOT WEST OF A 4 IN X 4 IN
 NM0641'MARKER POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0641'ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0702 ***********************************************************************
 NM0702  DESIGNATION -  V 236
 NM0702  PID         -  NM0702
 NM0702  STATE/COUNTY-  NE/DAKOTA
 NM0702  COUNTRY     -  US
 NM0702  USGS QUAD   -  EMERSON SE (2017)
 NM0702
 NM0702                         *CURRENT SURVEY CONTROL
 NM0702  ______________________________________________________________________
 NM0702* NAD 83(1986) POSITION- 42 19 13.     (N) 096 33 02.     (W)   SCALED
 NM0702* NAVD 88 ORTHO HEIGHT -   377.223 (meters)     1237.61  (feet) ADJUSTED
 NM0702  ______________________________________________________________________
 NM0702  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 NM0702  DYNAMIC HEIGHT  -        377.098 (meters)     1237.20  (feet) COMP
 NM0702  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 NM0702
 NM0702  VERT ORDER      -  SECOND    CLASS 0
 NM0702
 NM0702.The horizontal coordinates were scaled from a map and have
 NM0702.an estimated accuracy of +/- 6 seconds.
 NM0702
 NM0702.The orthometric height was determined by differential leveling and
 NM0702.adjusted by the NATIONAL GEODETIC SURVEY
 NM0702.in June 1991.
 NM0702
 NM0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0702.GEOID18 height accuracy estimate available here.
 NM0702
 NM0702.Click photographs - Photos may exist for this station.
 NM0702
 NM0702.The dynamic height is computed by dividing the NAVD 88
 NM0702.geopotential number by the normal gravity value computed on the
 NM0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0702.degrees latitude (g = 980.6199 gals.).
 NM0702
 NM0702.The modeled gravity was interpolated from observed gravity values.
 NM0702
 NM0702;                    North         East    Units  Estimated Accuracy
 NM0702;SPC NE       -   281,790.      784,210.      MT  (+/- 180 meters Scaled)
 NM0702
 NM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM018882(NAD 83)
 NM0702
 NM0702                          SUPERSEDED SURVEY CONTROL
 NM0702
 NM0702  NGVD 29 (??/??/92)  377.061  (m)         1237.07   (f) ADJ UNCH    2 0
 NM0702
 NM0702.Superseded values are not recommended for survey control.
 NM0702
 NM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0702.See file dsdata.pdf to determine how the superseded data were derived.
 NM0702
 NM0702_MARKER: DB = BENCH MARK DISK
 NM0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0702_STAMPING: V 236 1947
 NM0702_MARK LOGO: CGS
 NM0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0702+STABILITY: SURFACE MOTION
 NM0702
 NM0702  HISTORY     - Date     Condition        Report By
 NM0702  HISTORY     - 1947     MONUMENTED       CGS
 NM0702  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0702
 NM0702                          STATION DESCRIPTION
 NM0702
 NM0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0702'4.1 MI W FROM HOMER.
 NM0702'TO REACH FROM THE POST OFFICE AT HOMER GO WEST 0.1 MILE ALONG
 NM0702'MAIN STREET, THENCE SOUTH 0.5 MILE ALONG A GRADED DIRT ROAD,
 NM0702'THENCE WEST 0.4 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH
 NM0702'0.3 MILE ALONG A GRADED DIRT ROAD, THENCE WESTERLY 2.8 MILES
 NM0702'ALONG A GRADED DIRT ROAD TO SITE OF MARK.  BENCH MARK IS AT THE
 NM0702'INTERSECTION OF TWO GRADED DIRT ROADS, 49.0 FEET EAST OF THE
 NM0702'CENTER LINE OF THE NORTH-SOUTH ROAD, 29.0 FEET SOUTH OF AND
 NM0702'ABOUT 1.5 FEET LOWER THAN THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0702'7.7 FEET EAST OF A FENCE CORNER, 3.5 FEET SOUTHWEST OF A TELEPHONE
 NM0702'POLE, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT EAST OF A 4 IN X 4 IN
 NM0702'MARKER POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0702'ABOUT 4 INCHES ABOVE GROUND.
 NM0702
 NM0702                          STATION RECOVERY (1966)
 NM0702
 NM0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0702'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0496 ***********************************************************************
 NM0496  DESIGNATION -  V 237
 NM0496  PID         -  NM0496
 NM0496  STATE/COUNTY-  NE/THURSTON
 NM0496  COUNTRY     -  US
 NM0496  USGS QUAD   -  ALBATON (2018)
 NM0496
 NM0496                         *CURRENT SURVEY CONTROL
 NM0496  ______________________________________________________________________
 NM0496* NAD 83(1986) POSITION- 42 08 50.     (N) 096 22 07.     (W)   SCALED
 NM0496* NAVD 88 ORTHO HEIGHT -   359.716 (meters)     1180.17  (feet) ADJUSTED
 NM0496  ______________________________________________________________________
 NM0496  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 NM0496  DYNAMIC HEIGHT  -        359.592 (meters)     1179.76  (feet) COMP
 NM0496  MODELED GRAVITY -    980,267.1   (mgal)                       NAVD 88
 NM0496
 NM0496  VERT ORDER      -  SECOND    CLASS 0
 NM0496
 NM0496.The horizontal coordinates were scaled from a map and have
 NM0496.an estimated accuracy of +/- 6 seconds.
 NM0496
 NM0496.The orthometric height was determined by differential leveling and
 NM0496.adjusted by the NATIONAL GEODETIC SURVEY
 NM0496.in June 1991.
 NM0496
 NM0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0496.GEOID18 height accuracy estimate available here.
 NM0496
 NM0496.Click photographs - Photos may exist for this station.
 NM0496
 NM0496.The dynamic height is computed by dividing the NAVD 88
 NM0496.geopotential number by the normal gravity value computed on the
 NM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0496.degrees latitude (g = 980.6199 gals.).
 NM0496
 NM0496.The modeled gravity was interpolated from observed gravity values.
 NM0496
 NM0496;                    North         East    Units  Estimated Accuracy
 NM0496;SPC NE       -   263,210.      800,000.      MT  (+/- 180 meters Scaled)
 NM0496
 NM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM174694(NAD 83)
 NM0496
 NM0496                          SUPERSEDED SURVEY CONTROL
 NM0496
 NM0496  NGVD 29 (??/??/92)  359.564  (m)         1179.67   (f) ADJ UNCH    2 0
 NM0496
 NM0496.Superseded values are not recommended for survey control.
 NM0496
 NM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0496.See file dsdata.pdf to determine how the superseded data were derived.
 NM0496
 NM0496_MARKER: DB = BENCH MARK DISK
 NM0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0496_STAMPING: V 237 1947
 NM0496_MARK LOGO: CGS
 NM0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0496+STABILITY: SURFACE MOTION
 NM0496
 NM0496  HISTORY     - Date     Condition        Report By
 NM0496  HISTORY     - 1947     MONUMENTED       CGS
 NM0496  HISTORY     - 1948     GOOD             CGS
 NM0496
 NM0496                          STATION DESCRIPTION
 NM0496
 NM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0496'6.4 MI E FROM WALTHILL.
 NM0496'6.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0496'AT WALTHILL, 1.0 MILE EAST OF THE JUNCTION WITH U.S. HIGHWAY NO.
 NM0496'73, 30.4 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 19.7 FEET EAST
 NM0496'OF THE CENTER OF A PRIVATE DRIVEWAY TO A FARM HOUSE, 8.1 FEET EAST
 NM0496'OF A FENCE CORNER POST, 2.0 FEET NORTH OF A WIRE FENCE, 2.0 FEET
 NM0496'WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE
 NM0496'POST.
 NM0496
 NM0496                          STATION RECOVERY (1948)
 NM0496
 NM0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0718 ***********************************************************************
 LH0718  DESIGNATION -  V 24
 LH0718  PID         -  LH0718
 LH0718  STATE/COUNTY-  NE/FURNAS
 LH0718  COUNTRY     -  US
 LH0718  USGS QUAD   -  ARAPAHOE (2017)
 LH0718
 LH0718                         *CURRENT SURVEY CONTROL
 LH0718  ______________________________________________________________________
 LH0718* NAD 83(1986) POSITION- 40 19 24.     (N) 099 53 53.     (W)   SCALED
 LH0718* NAVD 88 ORTHO HEIGHT -   685.012 (meters)     2247.41  (feet) POSTED
 LH0718  ______________________________________________________________________
 LH0718  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 LH0718  DYNAMIC HEIGHT  -        684.58  (meters)     2246.0   (feet) COMP
 LH0718  MODELED GRAVITY -    979,967.6   (mgal)                       NAVD 88
 LH0718
 LH0718  VERT ORDER      -  * POSTED, SEE BELOW
 LH0718
 LH0718.The horizontal coordinates were scaled from a map and have
 LH0718.an estimated accuracy of +/- 6 seconds.
 LH0718
 LH0718.The orthometric height was determined by differential leveling
 LH0718.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LH0718
 LH0718.* This is a POSTED BENCH MARK height.
 LH0718
 LH0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0718.GEOID18 height accuracy estimate available here.
 LH0718
 LH0718.Click photographs - Photos may exist for this station.
 LH0718
 LH0718.The dynamic height is computed by dividing the NAVD 88
 LH0718.geopotential number by the normal gravity value computed on the
 LH0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0718.degrees latitude (g = 980.6199 gals.).
 LH0718
 LH0718.The modeled gravity was interpolated from observed gravity values.
 LH0718
 LH0718;                    North         East    Units  Estimated Accuracy
 LH0718;SPC NE       -    54,410.      508,660.      MT  (+/- 180 meters Scaled)
 LH0718
 LH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK237640(NAD 83)
 LH0718
 LH0718                          SUPERSEDED SURVEY CONTROL
 LH0718
 LH0718  NGVD 29 (??/??/92)  684.720  (m)         2246.45   (f) ADJ UNCH    1 2
 LH0718
 LH0718.Superseded values are not recommended for survey control.
 LH0718
 LH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0718.See file dsdata.pdf to determine how the superseded data were derived.
 LH0718
 LH0718_MARKER: DB = BENCH MARK DISK
 LH0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0718_STAMPING: V 24 1933
 LH0718_MARK LOGO: CGS
 LH0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0718+STABILITY: SURFACE MOTION
 LH0718
 LH0718  HISTORY     - Date     Condition        Report By
 LH0718  HISTORY     - 1933     MONUMENTED       CGS
 LH0718  HISTORY     - 1934     GOOD             CGS
 LH0718  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0718
 LH0718                          STATION DESCRIPTION
 LH0718
 LH0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0718'1.6 MI N FROM ARAPAHOE.
 LH0718'1.6 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE CHICAGO,
 LH0718'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, AT THE
 LH0718'SOUTHEAST CORNER OF ARAPAHOE CEMETERY, AND 33 FEET WEST OF THE
 LH0718'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 24 1933
 LH0718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LH0718'GROUND.
 LH0718
 LH0718                          STATION RECOVERY (1986)
 LH0718
 LH0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0718'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0157 ***********************************************************************
 MK0157  DESIGNATION -  V 241
 MK0157  PID         -  MK0157
 MK0157  STATE/COUNTY-  NE/BURT
 MK0157  COUNTRY     -  US
 MK0157  USGS QUAD   -  TEKAMAH (2017)
 MK0157
 MK0157                         *CURRENT SURVEY CONTROL
 MK0157  ______________________________________________________________________
 MK0157* NAD 83(1986) POSITION- 41 49 43.     (N) 096 09 13.     (W)   SCALED
 MK0157* NAVD 88 ORTHO HEIGHT -   314.831 (meters)     1032.91  (feet) ADJUSTED
 MK0157  ______________________________________________________________________
 MK0157  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 MK0157  DYNAMIC HEIGHT  -        314.710 (meters)     1032.51  (feet) COMP
 MK0157  MODELED GRAVITY -    980,228.1   (mgal)                       NAVD 88
 MK0157
 MK0157  VERT ORDER      -  SECOND    CLASS 0
 MK0157
 MK0157.The horizontal coordinates were scaled from a map and have
 MK0157.an estimated accuracy of +/- 6 seconds.
 MK0157
 MK0157.The orthometric height was determined by differential leveling and
 MK0157.adjusted by the NATIONAL GEODETIC SURVEY
 MK0157.in June 1991.
 MK0157
 MK0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0157.GEOID18 height accuracy estimate available here.
 MK0157
 MK0157.Click photographs - Photos may exist for this station.
 MK0157
 MK0157.The dynamic height is computed by dividing the NAVD 88
 MK0157.geopotential number by the normal gravity value computed on the
 MK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0157.degrees latitude (g = 980.6199 gals.).
 MK0157
 MK0157.The modeled gravity was interpolated from observed gravity values.
 MK0157
 MK0157;                    North         East    Units  Estimated Accuracy
 MK0157;SPC NE       -   228,630.      819,320.      MT  (+/- 180 meters Scaled)
 MK0157
 MK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM363346(NAD 83)
 MK0157
 MK0157                          SUPERSEDED SURVEY CONTROL
 MK0157
 MK0157  NGVD 29 (??/??/92)  314.690  (m)         1032.45   (f) ADJ UNCH    2 0
 MK0157
 MK0157.Superseded values are not recommended for survey control.
 MK0157
 MK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0157.See file dsdata.pdf to determine how the superseded data were derived.
 MK0157
 MK0157_MARKER: DB = BENCH MARK DISK
 MK0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0157_STAMPING: V 241 1947
 MK0157_MARK LOGO: CGS
 MK0157_PROJECTION: FLUSH
 MK0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0157+STABILITY: SURFACE MOTION
 MK0157
 MK0157  HISTORY     - Date     Condition        Report By
 MK0157  HISTORY     - 1947     MONUMENTED       CGS
 MK0157  HISTORY     - 1974     GOOD             LOCSUR
 MK0157
 MK0157                          STATION DESCRIPTION
 MK0157
 MK0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0157'6.8 MI NE FROM TEKAMAH.
 MK0157'3.25 MILES EAST AND 3.6 MILES NORTH ALONG GRAVEL ROADS FROM THE
 MK0157'COURT HOUSE AT TEKAMAH, 218.0 FEET SOUTH OF THE CENTER OF A
 MK0157'GRAVEL ROAD LEADING WEST, 60.0 FEET SOUTH OF A PRIVATE
 MK0157'DRIVE-WAY LEADING WEST TO A FARM HOUSE, 56.2 FEET EAST OF THE
 MK0157'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A LARGE FARM
 MK0157'HOUSE, 31.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 7.5
 MK0157'FEET NORTH OF POWER LINE POLE NO. B 187, 2.0 FEET SOUTH OF A
 MK0157'REFERENCE POST, 1.0 FOOT EAST OF A FARM YARD FENCE, SET IN A
 MK0157'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND ABOUT
 MK0157'FLUSH WITH THE TOP OF THE GROUND.
 MK0157
 MK0157                          STATION RECOVERY (1974)
 MK0157
 MK0157'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0612 ***********************************************************************
 MK0612  DESIGNATION -  V 242
 MK0612  PID         -  MK0612
 MK0612  STATE/COUNTY-  NE/DOUGLAS
 MK0612  COUNTRY     -  US
 MK0612  USGS QUAD   -  VALLEY (2017)
 MK0612
 MK0612                         *CURRENT SURVEY CONTROL
 MK0612  ______________________________________________________________________
 MK0612* NAD 83(1986) POSITION- 41 22 18.     (N) 096 16 05.     (W)   SCALED
 MK0612* NAVD 88 ORTHO HEIGHT -   397.619 (meters)     1304.52  (feet) ADJUSTED
 MK0612  ______________________________________________________________________
 MK0612  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 MK0612  DYNAMIC HEIGHT  -        397.431 (meters)     1303.90  (feet) COMP
 MK0612  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 MK0612
 MK0612  VERT ORDER      -  SECOND    CLASS 0
 MK0612
 MK0612.The horizontal coordinates were scaled from a map and have
 MK0612.an estimated accuracy of +/- 6 seconds.
 MK0612
 MK0612.The orthometric height was determined by differential leveling and
 MK0612.adjusted by the NATIONAL GEODETIC SURVEY
 MK0612.in June 1991.
 MK0612
 MK0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0612.GEOID18 height accuracy estimate available here.
 MK0612
 MK0612.Click photographs - Photos may exist for this station.
 MK0612
 MK0612.The dynamic height is computed by dividing the NAVD 88
 MK0612.geopotential number by the normal gravity value computed on the
 MK0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0612.degrees latitude (g = 980.6199 gals.).
 MK0612
 MK0612.The modeled gravity was interpolated from observed gravity values.
 MK0612
 MK0612;                    North         East    Units  Estimated Accuracy
 MK0612;SPC NE       -   177,530.      812,020.      MT  (+/- 180 meters Scaled)
 MK0612
 MK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL284836(NAD 83)
 MK0612
 MK0612                          SUPERSEDED SURVEY CONTROL
 MK0612
 MK0612  NGVD 29 (??/??/92)  397.474  (m)         1304.05   (f) ADJ UNCH    2 0
 MK0612
 MK0612.Superseded values are not recommended for survey control.
 MK0612
 MK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0612.See file dsdata.pdf to determine how the superseded data were derived.
 MK0612
 MK0612_MARKER: DB = BENCH MARK DISK
 MK0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0612_STAMPING: V 242 1947
 MK0612_MARK LOGO: CGS
 MK0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0612+STABILITY: SURFACE MOTION
 MK0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0612+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2011
 MK0612
 MK0612  HISTORY     - Date     Condition        Report By
 MK0612  HISTORY     - 1947     MONUMENTED       CGS
 MK0612  HISTORY     - 1976     GOOD             LOCSUR
 MK0612  HISTORY     - 20110520 GOOD             INDIV
 MK0612
 MK0612                          STATION DESCRIPTION
 MK0612
 MK0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0612'AT ELK CITY.
 MK0612'AT ELK CITY, AT THE SOUTHWEST CORNER OF THE YARD AROUND THE
 MK0612'PUBLIC SCHOOL, 106.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MK0612'SCHOOL BUILDING, 78.2 FEET EAST NORTHEAST OF AND ACROSS STATE
 MK0612'HIGHWAY NO. 8 FROM THE NORTHEAST CORNER OF THE CONCRETE STEPS
 MK0612'IN FRONT OF A CHURCH, 36.4 FEET SOUTH SOUTHEAST OF A POWER LINE
 MK0612'POLE, 34.5 FEET EAST OF THE CENTER OF THE HIGHWAY, 15.0 FEET
 MK0612'NORTHEAST OF TELEPHONE POLE NO. 18 W A, 6.3 FEET SOUTH OF A
 MK0612'FENCE CORNER POST, 1.7 FOOT NORTH OF A REFERENCE POST,
 MK0612'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY
 MK0612'AND PROJECTING 0.1 FOOT.
 MK0612
 MK0612                          STATION RECOVERY (1976)
 MK0612
 MK0612'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0612'RECOVERED IN GOOD CONDITION.
 MK0612
 MK0612                          STATION RECOVERY (2011)
 MK0612
 MK0612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0150 ***********************************************************************
 MK0150  DESIGNATION -  V 243
 MK0150  PID         -  MK0150
 MK0150  STATE/COUNTY-  NE/BURT
 MK0150  COUNTRY     -  US
 MK0150  USGS QUAD   -  HERMAN (2017)
 MK0150
 MK0150                         *CURRENT SURVEY CONTROL
 MK0150  ______________________________________________________________________
 MK0150* NAD 83(1986) POSITION- 41 43 38.     (N) 096 08 09.     (W)   SCALED
 MK0150* NAVD 88 ORTHO HEIGHT -   311.750 (meters)     1022.80  (feet) ADJUSTED
 MK0150  ______________________________________________________________________
 MK0150  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 MK0150  DYNAMIC HEIGHT  -        311.623 (meters)     1022.38  (feet) COMP
 MK0150  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 MK0150
 MK0150  VERT ORDER      -  SECOND    CLASS 0
 MK0150
 MK0150.The horizontal coordinates were scaled from a map and have
 MK0150.an estimated accuracy of +/- 6 seconds.
 MK0150
 MK0150.The orthometric height was determined by differential leveling and
 MK0150.adjusted by the NATIONAL GEODETIC SURVEY
 MK0150.in June 1991.
 MK0150
 MK0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0150.GEOID18 height accuracy estimate available here.
 MK0150
 MK0150.Click photographs - Photos may exist for this station.
 MK0150
 MK0150.The dynamic height is computed by dividing the NAVD 88
 MK0150.geopotential number by the normal gravity value computed on the
 MK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0150.degrees latitude (g = 980.6199 gals.).
 MK0150
 MK0150.The modeled gravity was interpolated from observed gravity values.
 MK0150
 MK0150;                    North         East    Units  Estimated Accuracy
 MK0150;SPC NE       -   217,450.      821,300.      MT  (+/- 180 meters Scaled)
 MK0150
 MK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM382234(NAD 83)
 MK0150
 MK0150                          SUPERSEDED SURVEY CONTROL
 MK0150
 MK0150  NGVD 29 (??/??/92)  311.609  (m)         1022.34   (f) ADJ UNCH    2 0
 MK0150
 MK0150.Superseded values are not recommended for survey control.
 MK0150
 MK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0150.See file dsdata.pdf to determine how the superseded data were derived.
 MK0150
 MK0150_MARKER: DB = BENCH MARK DISK
 MK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0150_STAMPING: V 243 1947
 MK0150_MARK LOGO: CGS
 MK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0150+STABILITY: SURFACE MOTION
 MK0150
 MK0150  HISTORY     - Date     Condition        Report By
 MK0150  HISTORY     - 1947     MONUMENTED       CGS
 MK0150  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0150
 MK0150                          STATION DESCRIPTION
 MK0150
 MK0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0150'8 MI SE FROM TEKAMAH.
 MK0150'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0150'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH,
 MK0150'0.5 MILE EAST AND 1.0 MILE SOUTH ALONG GRAVEL ROADS, AT THE
 MK0150'NORTH END OF A SHORT DOUBLE TURN IN THE ROAD, 63.0 FEET WEST OF
 MK0150'THE CENTER OF THE ROAD, 50.0 FEET SOUTH SOUTHWEST OF A 3-FOOT
 MK0150'MAPLE TREE, 46.0 FEET SOUTHWEST OF TELEPHONE POLE NO. 30, 35.0
 MK0150'FEET NORTH OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING WEST TO A
 MK0150'FARM HOUSE, 12.5 FEET NORTHWEST OF A POWER LINE POLE, 8.5 FEET
 MK0150'NORTH OF THE NORTH EDGE OF A CONCRETE WELL CURB, 1.5 FOOT SOUTH
 MK0150'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW
 MK0150'THE ROAD AND PROJECTING 0.1 FOOT.  NOTE-- AREA RECENTLY BULLDOZED.
 MK0150
 MK0150                          STATION RECOVERY (1974)
 MK0150
 MK0150'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0140 ***********************************************************************
 MK0140  DESIGNATION -  V 244
 MK0140  PID         -  MK0140
 MK0140  STATE/COUNTY-  NE/WASHINGTON
 MK0140  COUNTRY     -  US
 MK0140  USGS QUAD   -  HERMAN (2017)
 MK0140
 MK0140                         *CURRENT SURVEY CONTROL
 MK0140  ______________________________________________________________________
 MK0140* NAD 83(1986) POSITION- 41 38 22.68   (N) 096 08 08.75   (W)   HD_HELD1
 MK0140* NAVD 88 ORTHO HEIGHT -   309.822 (meters)     1016.47  (feet) ADJUSTED
 MK0140  ______________________________________________________________________
 MK0140  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 MK0140  DYNAMIC HEIGHT  -        309.690 (meters)     1016.04  (feet) COMP
 MK0140  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 MK0140
 MK0140  VERT ORDER      -  SECOND    CLASS 0
 MK0140
 MK0140.The horizontal coordinates were determined by differentially corrected
 MK0140.hand held GPS observations or other comparable positioning techniques
 MK0140.and have an estimated accuracy of +/- 3 meters.
 MK0140
 MK0140.The orthometric height was determined by differential leveling and
 MK0140.adjusted by the NATIONAL GEODETIC SURVEY
 MK0140.in June 1991.
 MK0140
 MK0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0140.GEOID18 height accuracy estimate available here.
 MK0140
 MK0140.Click photographs - Photos may exist for this station.
 MK0140
 MK0140.The dynamic height is computed by dividing the NAVD 88
 MK0140.geopotential number by the normal gravity value computed on the
 MK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0140.degrees latitude (g = 980.6199 gals.).
 MK0140
 MK0140.The modeled gravity was interpolated from observed gravity values.
 MK0140
 MK0140;                    North         East    Units  Estimated Accuracy
 MK0140;SPC NE       -   207,736.3     821,738.7     MT  (+/- 3 meters HH1 GPS) 
 MK0140
 MK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3855413730(NAD 83)
 MK0140
 MK0140                          SUPERSEDED SURVEY CONTROL
 MK0140
 MK0140  NGVD 29 (??/??/92)  309.682  (m)         1016.02   (f) ADJ UNCH    2 0
 MK0140
 MK0140.Superseded values are not recommended for survey control.
 MK0140
 MK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0140.See file dsdata.pdf to determine how the superseded data were derived.
 MK0140
 MK0140_MARKER: DB = BENCH MARK DISK
 MK0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0140_STAMPING: V 244 1947
 MK0140_MARK LOGO: CGS
 MK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0140+STABILITY: SURFACE MOTION
 MK0140
 MK0140  HISTORY     - Date     Condition        Report By
 MK0140  HISTORY     - 1947     MONUMENTED       CGS
 MK0140  HISTORY     - 1974     GOOD             LOCSUR
 MK0140  HISTORY     - 20100512 GOOD             INDIV
 MK0140
 MK0140                          STATION DESCRIPTION
 MK0140
 MK0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0140'6.1 MI SE FROM HERMAN.
 MK0140'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0140'AT HERMAN, THENCE 3.2 MILES EAST, 1.5 MILE SOUTH AND 0.5 MILE
 MK0140'EAST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A SHARP TURN TO THE
 MK0140'SOUTH, 65.5 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A GUY WIRE
 MK0140'BRACED POWER LINE POLE, 34.0 FEET SOUTH OF A FENCE CORNER POST
 MK0140'WHICH IS IN LINE WITH THE CENTER OF THE EAST-WEST SECTION OF
 MK0140'THE ROAD, 26.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MK0140'SECTION OF THE ROAD, 2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT
 MK0140'WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 MK0140'2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0140
 MK0140                          STATION RECOVERY (1974)
 MK0140
 MK0140'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0140'RECOVERED IN GOOD CONDITION.
 MK0140
 MK0140                          STATION RECOVERY (2010)
 MK0140
 MK0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0378 ***********************************************************************
 MK0378  DESIGNATION -  V 245
 MK0378  PID         -  MK0378
 MK0378  STATE/COUNTY-  NE/BURT
 MK0378  COUNTRY     -  US
 MK0378  USGS QUAD   -  NICKERSON NE (2017)
 MK0378
 MK0378                         *CURRENT SURVEY CONTROL
 MK0378  ______________________________________________________________________
 MK0378* NAD 83(1986) POSITION- 41 42 30.     (N) 096 22 02.     (W)   SCALED
 MK0378* NAVD 88 ORTHO HEIGHT -   376.755 (meters)     1236.07  (feet) ADJUSTED
 MK0378  ______________________________________________________________________
 MK0378  GEOID HEIGHT    -        -26.684 (meters)                     GEOID18
 MK0378  DYNAMIC HEIGHT  -        376.606 (meters)     1235.58  (feet) COMP
 MK0378  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 MK0378
 MK0378  VERT ORDER      -  SECOND    CLASS 0
 MK0378
 MK0378.The horizontal coordinates were scaled from a map and have
 MK0378.an estimated accuracy of +/- 6 seconds.
 MK0378
 MK0378.The orthometric height was determined by differential leveling and
 MK0378.adjusted by the NATIONAL GEODETIC SURVEY
 MK0378.in June 1991.
 MK0378
 MK0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0378.GEOID18 height accuracy estimate available here.
 MK0378
 MK0378.Click photographs - Photos may exist for this station.
 MK0378
 MK0378.The dynamic height is computed by dividing the NAVD 88
 MK0378.geopotential number by the normal gravity value computed on the
 MK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0378.degrees latitude (g = 980.6199 gals.).
 MK0378
 MK0378.The modeled gravity was interpolated from observed gravity values.
 MK0378
 MK0378;                    North         East    Units  Estimated Accuracy
 MK0378;SPC NE       -   214,520.      802,160.      MT  (+/- 180 meters Scaled)
 MK0378
 MK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM190207(NAD 83)
 MK0378
 MK0378                          SUPERSEDED SURVEY CONTROL
 MK0378
 MK0378  NGVD 29 (??/??/92)  376.614  (m)         1235.61   (f) ADJ UNCH    2 0
 MK0378
 MK0378.Superseded values are not recommended for survey control.
 MK0378
 MK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0378.See file dsdata.pdf to determine how the superseded data were derived.
 MK0378
 MK0378_MARKER: DB = BENCH MARK DISK
 MK0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0378_STAMPING: V 245 1947
 MK0378_MARK LOGO: CGS
 MK0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0378+STABILITY: SURFACE MOTION
 MK0378
 MK0378  HISTORY     - Date     Condition        Report By
 MK0378  HISTORY     - 1947     MONUMENTED       CGS
 MK0378
 MK0378                          STATION DESCRIPTION
 MK0378
 MK0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0378'5.5 MI S FROM CRAIG.
 MK0378'0.15 MILE WEST AND 5.35 MILES SOUTH ALONG GRAVEL ROADS FROM THE
 MK0378'HIGH SCHOOL AT CRAIG, 0.25 MILE SOUTH OF AN EAST-WEST CROSS
 MK0378'ROAD, AT A PRIVATE DRIVE WAY LEADING EAST TO A FARM HOUSE,
 MK0378'92.5 FEET EAST NORTHEAST OF AND ACROSS THE ROAD FROM POWER LINE
 MK0378'POLE NO. A10 42, 56.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MK0378'ROAD, 30.4 FEET EAST OF A FENCE CORNER POST, 24.0 FEET NORTH
 MK0378'OF THE CENTER OF THE DRIVE-WAY LEADING EAST, 1.8 FOOT WEST OF
 MK0378'A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE
 MK0378'THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0088 ***********************************************************************
 MK0088  DESIGNATION -  V 246
 MK0088  PID         -  MK0088
 MK0088  STATE/COUNTY-  NE/WASHINGTON
 MK0088  COUNTRY     -  US
 MK0088  USGS QUAD   -  BLAIR (2017)
 MK0088
 MK0088                         *CURRENT SURVEY CONTROL
 MK0088  ______________________________________________________________________
 MK0088* NAD 83(1986) POSITION- 41 34 58.     (N) 096 10 00.     (W)   SCALED
 MK0088* NAVD 88 ORTHO HEIGHT -   328.883 (meters)     1079.01  (feet) ADJUSTED
 MK0088  ______________________________________________________________________
 MK0088  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 MK0088  DYNAMIC HEIGHT  -        328.738 (meters)     1078.53  (feet) COMP
 MK0088  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 MK0088
 MK0088  VERT ORDER      -  SECOND    CLASS 0
 MK0088
 MK0088.This mark is at Blair Municipal Airport (83Y)
 MK0088
 MK0088.The horizontal coordinates were scaled from a map and have
 MK0088.an estimated accuracy of +/- 6 seconds.
 MK0088
 MK0088.The orthometric height was determined by differential leveling and
 MK0088.adjusted by the NATIONAL GEODETIC SURVEY
 MK0088.in June 1991.
 MK0088
 MK0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0088.GEOID18 height accuracy estimate available here.
 MK0088
 MK0088.Click photographs - Photos may exist for this station.
 MK0088
 MK0088.The dynamic height is computed by dividing the NAVD 88
 MK0088.geopotential number by the normal gravity value computed on the
 MK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0088.degrees latitude (g = 980.6199 gals.).
 MK0088
 MK0088.The modeled gravity was interpolated from observed gravity values.
 MK0088
 MK0088;                    North         East    Units  Estimated Accuracy
 MK0088;SPC NE       -   201,320.      819,450.      MT  (+/- 180 meters Scaled)
 MK0088
 MK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM361073(NAD 83)
 MK0088
 MK0088                          SUPERSEDED SURVEY CONTROL
 MK0088
 MK0088  NGVD 29 (??/??/92)  328.743  (m)         1078.55   (f) ADJ UNCH    2 0
 MK0088
 MK0088.Superseded values are not recommended for survey control.
 MK0088
 MK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0088.See file dsdata.pdf to determine how the superseded data were derived.
 MK0088
 MK0088_MARKER: DB = BENCH MARK DISK
 MK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0088_STAMPING: V 246 1947
 MK0088_MARK LOGO: CGS
 MK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0088+STABILITY: SURFACE MOTION
 MK0088
 MK0088  HISTORY     - Date     Condition        Report By
 MK0088  HISTORY     - 1947     MONUMENTED       CGS
 MK0088
 MK0088                          STATION DESCRIPTION
 MK0088
 MK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0088'3.6 MI NW FROM BLAIR.
 MK0088'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 3.2 MILES NORTHWEST
 MK0088'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, AT
 MK0088'THE BLAIR MUNICIPAL AIRPORT, 166.0 FEET NORTH OF THE CENTER OF THE
 MK0088'MAIN ENTRANCE DRIVE-WAY, 20.1 FEET SOUTHWEST OF THE SOUTHWEST
 MK0088'CORNER OF A CONCRETE ISLAND UPON WHICH THE GASOLINE PUMPS ARE
 MK0088'MOUNTED, 7.9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE
 MK0088'BUILDING, 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF A CONCRETE
 MK0088'WALK LEADING NORTH TO THE OFFICE AND THE HANGARS, 0.5 FOOT EAST
 MK0088'OF THE EAST EDGE OF THE CONCRETE ENTRANCE WALK, SET IN A CONCRETE
 MK0088'POST ABOUT THE SAME ELEVATION AS THE TOP OF THE CONCRETE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0401 ***********************************************************************
 MK0401  DESIGNATION -  V 247
 MK0401  PID         -  MK0401
 MK0401  STATE/COUNTY-  NE/DODGE
 MK0401  COUNTRY     -  US
 MK0401  USGS QUAD   -  NICKERSON NW (2017)
 MK0401
 MK0401                         *CURRENT SURVEY CONTROL
 MK0401  ______________________________________________________________________
 MK0401* NAD 83(1986) POSITION- 41 40 08.     (N) 096 28 58.     (W)   SCALED
 MK0401* NAVD 88 ORTHO HEIGHT -   392.010 (meters)     1286.12  (feet) ADJUSTED
 MK0401  ______________________________________________________________________
 MK0401  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 MK0401  DYNAMIC HEIGHT  -        391.857 (meters)     1285.62  (feet) COMP
 MK0401  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 MK0401
 MK0401  VERT ORDER      -  SECOND    CLASS 0
 MK0401
 MK0401.The horizontal coordinates were scaled from a map and have
 MK0401.an estimated accuracy of +/- 6 seconds.
 MK0401
 MK0401.The orthometric height was determined by differential leveling and
 MK0401.adjusted by the NATIONAL GEODETIC SURVEY
 MK0401.in June 1991.
 MK0401
 MK0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0401.GEOID18 height accuracy estimate available here.
 MK0401
 MK0401.Click photographs - Photos may exist for this station.
 MK0401
 MK0401.The dynamic height is computed by dividing the NAVD 88
 MK0401.geopotential number by the normal gravity value computed on the
 MK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0401.degrees latitude (g = 980.6199 gals.).
 MK0401
 MK0401.The modeled gravity was interpolated from observed gravity values.
 MK0401
 MK0401;                    North         East    Units  Estimated Accuracy
 MK0401;SPC NE       -   209,750.      792,730.      MT  (+/- 180 meters Scaled)
 MK0401
 MK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095160(NAD 83)
 MK0401
 MK0401                          SUPERSEDED SURVEY CONTROL
 MK0401
 MK0401  NGVD 29 (??/??/92)  391.876  (m)         1285.68   (f) ADJ UNCH    2 0
 MK0401
 MK0401.Superseded values are not recommended for survey control.
 MK0401
 MK0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0401.See file dsdata.pdf to determine how the superseded data were derived.
 MK0401
 MK0401_MARKER: DB = BENCH MARK DISK
 MK0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0401_STAMPING: V 247 1947
 MK0401_MARK LOGO: CGS
 MK0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0401+STABILITY: SURFACE MOTION
 MK0401
 MK0401  HISTORY     - Date     Condition        Report By
 MK0401  HISTORY     - 1947     MONUMENTED       CGS
 MK0401
 MK0401                          STATION DESCRIPTION
 MK0401
 MK0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0401'7.1 MI NE FROM WINSLOW.
 MK0401'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0401'FROM THE STATION AT WINSLOW, THENCE 2.7 MILES EAST ALONG A GRAVEL
 MK0401'ROAD, IN THE SOUTHWEST ANGLE OF A CROSS ROAD, 42.0 FEET WEST OF
 MK0401'THE CENTER OF THE NORTH-SOUTH ROAD, 28.0 FEET SOUTH OF THE
 MK0401'CENTER OF THE EAST-WEST ROAD, 14.0 FEET WEST OF A FENCE CORNER
 MK0401'POST, 1.8 FOOT SOUTH OF THE SOUTH RIGHT OF WAY FENCE, 1.3 FOOT
 MK0401'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0401'BELOW THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0458 ***********************************************************************
 NM0458  DESIGNATION -  V 248
 NM0458  PID         -  NM0458
 NM0458  STATE/COUNTY-  NE/THURSTON
 NM0458  COUNTRY     -  US
 NM0458  USGS QUAD   -  MACY (2017)
 NM0458
 NM0458                         *CURRENT SURVEY CONTROL
 NM0458  ______________________________________________________________________
 NM0458* NAD 83(1986) POSITION- 42 03 09.     (N) 096 17 46.     (W)   SCALED
 NM0458* NAVD 88 ORTHO HEIGHT -   420.923 (meters)     1380.98  (feet) ADJUSTED
 NM0458  ______________________________________________________________________
 NM0458  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 NM0458  DYNAMIC HEIGHT  -        420.776 (meters)     1380.50  (feet) COMP
 NM0458  MODELED GRAVITY -    980,260.8   (mgal)                       NAVD 88
 NM0458
 NM0458  VERT ORDER      -  SECOND    CLASS 0
 NM0458
 NM0458.The horizontal coordinates were scaled from a map and have
 NM0458.an estimated accuracy of +/- 6 seconds.
 NM0458
 NM0458.The orthometric height was determined by differential leveling and
 NM0458.adjusted by the NATIONAL GEODETIC SURVEY
 NM0458.in June 1991.
 NM0458
 NM0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0458.GEOID18 height accuracy estimate available here.
 NM0458
 NM0458.Click photographs - Photos may exist for this station.
 NM0458
 NM0458.The dynamic height is computed by dividing the NAVD 88
 NM0458.geopotential number by the normal gravity value computed on the
 NM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0458.degrees latitude (g = 980.6199 gals.).
 NM0458
 NM0458.The modeled gravity was interpolated from observed gravity values.
 NM0458
 NM0458;                    North         East    Units  Estimated Accuracy
 NM0458;SPC NE       -   252,950.      806,430.      MT  (+/- 180 meters Scaled)
 NM0458
 NM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM237591(NAD 83)
 NM0458
 NM0458                          SUPERSEDED SURVEY CONTROL
 NM0458
 NM0458  NGVD 29 (??/??/92)  420.776  (m)         1380.50   (f) ADJ UNCH    2 0
 NM0458
 NM0458.Superseded values are not recommended for survey control.
 NM0458
 NM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0458.See file dsdata.pdf to determine how the superseded data were derived.
 NM0458
 NM0458_MARKER: DB = BENCH MARK DISK
 NM0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0458_STAMPING: V 248 1947
 NM0458_MARK LOGO: CGS
 NM0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0458+STABILITY: SURFACE MOTION
 NM0458
 NM0458  HISTORY     - Date     Condition        Report By
 NM0458  HISTORY     - 1947     MONUMENTED       CGS
 NM0458
 NM0458                          STATION DESCRIPTION
 NM0458
 NM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0458'4.3 MI NW FROM DECATUR.
 NM0458'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0458'DECATUR, THENCE NORTHWEST 4.2 MILES ALONG U.S. HIGHWAY NO. 73 E,
 NM0458'0.2 MILE NORTH OF A FARM HOUSE, AT THE CENTER OF A LONG CURVE IN
 NM0458'THE HIGHWAY, 52.1 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 NM0458'58.6 FEET NORTH OF A MAIL BOX, 15.3 FEET NORTHWEST OF A WOODEN
 NM0458'GATE, 1.0 FOOT SOUTHWEST OF A BARBED WIRE FENCE, 2.0 FEET
 NM0458'SOUTHEAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0458'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0459 ***********************************************************************
 NM0459  DESIGNATION -  V 248 RESET
 NM0459  PID         -  NM0459
 NM0459  STATE/COUNTY-  NE/THURSTON
 NM0459  COUNTRY     -  US
 NM0459  USGS QUAD   -  MACY (2017)
 NM0459
 NM0459                         *CURRENT SURVEY CONTROL
 NM0459  ______________________________________________________________________
 NM0459* NAD 83(1986) POSITION- 42 03 09.     (N) 096 17 46.     (W)   SCALED
 NM0459* NAVD 88 ORTHO HEIGHT -   419.97  (meters)     1377.9   (feet) RESET
 NM0459  ______________________________________________________________________
 NM0459  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 NM0459  VERT ORDER      -  THIRD
 NM0459
 NM0459.The horizontal coordinates were scaled from a map and have
 NM0459.an estimated accuracy of +/- 6 seconds.
 NM0459
 NM0459.The orthometric height was computed from unverified reset data.
 NM0459
 NM0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0459.GEOID18 height accuracy estimate available here.
 NM0459
 NM0459.Click photographs - Photos may exist for this station.
 NM0459
 NM0459;                    North         East    Units  Estimated Accuracy
 NM0459;SPC NE       -   252,950.      806,430.      MT  (+/- 180 meters Scaled)
 NM0459
 NM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM237591(NAD 83)
 NM0459
 NM0459                          SUPERSEDED SURVEY CONTROL
 NM0459
 NM0459  NGVD 29 (??/??/??)  419.82   (m)         1377.4    (f) RESET       3  
 NM0459
 NM0459.Superseded values are not recommended for survey control.
 NM0459
 NM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0459.See file dsdata.pdf to determine how the superseded data were derived.
 NM0459
 NM0459_MARKER: DB = BENCH MARK DISK
 NM0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0459_STAMPING: V 248 1947 RESET 1961
 NM0459_MARK LOGO: CGS
 NM0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0459+STABILITY: SURFACE MOTION
 NM0459
 NM0459  HISTORY     - Date     Condition        Report By
 NM0459  HISTORY     - 1961     MONUMENTED       CGS
 NM0459
 NM0459                          STATION DESCRIPTION
 NM0459
 NM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM0459'4.3 MI NW FROM DECATUR.
 NM0459'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0459'DECATUR, THENCE 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 73, 0.2
 NM0459'MILE NORTH OF A TRACK ROAD WEST AND A FARM HOUSE, 87 FEET
 NM0459'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 73, 51 FEET SOUTHEAST OF
 NM0459'THE SOUTH GATE POST IN A FENCELINE, 1 FOOT SOUTHWEST OF THE FENCE,
 NM0459'AND 1 FOOT SOUTHEAST OF A NEW STEEL WITNESS POST, AND SET IN THE
 NM0459'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0038 ***********************************************************************
 LH0038  DESIGNATION -  V 249
 LH0038  PID         -  LH0038
 LH0038  STATE/COUNTY-  NE/HALL
 LH0038  COUNTRY     -  US
 LH0038  USGS QUAD   -  DONIPHAN (2017)
 LH0038
 LH0038                         *CURRENT SURVEY CONTROL
 LH0038  ______________________________________________________________________
 LH0038* NAD 83(1986) POSITION- 40 45 20.     (N) 098 22 06.     (W)   SCALED
 LH0038* NAVD 88 ORTHO HEIGHT -   589.108 (meters)     1932.77  (feet) ADJUSTED
 LH0038  ______________________________________________________________________
 LH0038  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 LH0038  DYNAMIC HEIGHT  -        588.790 (meters)     1931.72  (feet) COMP
 LH0038  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 LH0038
 LH0038  VERT ORDER      -  FIRST     CLASS II
 LH0038
 LH0038.The horizontal coordinates were scaled from a map and have
 LH0038.an estimated accuracy of +/- 6 seconds.
 LH0038
 LH0038.The orthometric height was determined by differential leveling and
 LH0038.adjusted by the NATIONAL GEODETIC SURVEY
 LH0038.in May 1993.
 LH0038
 LH0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0038.GEOID18 height accuracy estimate available here.
 LH0038
 LH0038.Click photographs - Photos may exist for this station.
 LH0038
 LH0038.The dynamic height is computed by dividing the NAVD 88
 LH0038.geopotential number by the normal gravity value computed on the
 LH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0038.degrees latitude (g = 980.6199 gals.).
 LH0038
 LH0038.The modeled gravity was interpolated from observed gravity values.
 LH0038
 LH0038;                    North         East    Units  Estimated Accuracy
 LH0038;SPC NE       -   103,690.      637,740.      MT  (+/- 180 meters Scaled)
 LH0038
 LH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL533118(NAD 83)
 LH0038
 LH0038                          SUPERSEDED SURVEY CONTROL
 LH0038
 LH0038  NAVD 88 (06/15/91)  589.122  (m)         1932.81   (f) SUPERSEDED  1 2
 LH0038  NGVD 29 (02/14/92)  588.868  (m)         1931.98   (f) ADJUSTED    1 2
 LH0038  NGVD 29 (??/??/87)  588.885  (m)         1932.03   (f) SUPERSEDED  1 2
 LH0038
 LH0038.Superseded values are not recommended for survey control.
 LH0038
 LH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0038.See file dsdata.pdf to determine how the superseded data were derived.
 LH0038
 LH0038_MARKER: DB = BENCH MARK DISK
 LH0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0038_STAMPING: V 249 1947
 LH0038_MARK LOGO: CGS
 LH0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0038+STABILITY: SURFACE MOTION
 LH0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0038+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0038
 LH0038  HISTORY     - Date     Condition        Report By
 LH0038  HISTORY     - 1947     MONUMENTED       CGS
 LH0038  HISTORY     - 19910925 GOOD             NGS
 LH0038
 LH0038                          STATION DESCRIPTION
 LH0038
 LH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0038'1 MI S FROM DONIPHAN.
 LH0038'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0038'AT DONIPHAN, AT A ROAD CROSSING, 197.0 FEET SOUTH OF THE CENTER
 LH0038'LINE OF THE ROAD, 46.6 FEET EAST OF THE EAST RAIL AND 2 FEET
 LH0038'LOWER, 15.3 FEET EAST OF THE FIFTH POLE NORTH OF MILEPOST 239,
 LH0038'2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE,
 LH0038'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE
 LH0038'THE SURFACE OF THE GROUND.
 LH0038
 LH0038                          STATION RECOVERY (1991)
 LH0038
 LH0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0038'17.2 KM (10.70 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 LH0038'JUNCTION OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM
 LH0038'(0.50 MI) EASTERLY ALONG A GRAVELED ROAD, 60.0 M (196.8 FT) SOUTH OF
 LH0038'THE ROAD CENTER, 15.2 M (49.9 FT) EAST OF AND LEVEL WITH THE CENTER
 LH0038'OF A TRACK ROAD (ABANDONED RAILROAD GRADE), 0.3 M (1.0 FT) WEST OF A
 LH0038'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0047 ***********************************************************************
 LJ0047  DESIGNATION -  V 25
 LJ0047  PID         -  LJ0047
 LJ0047  STATE/COUNTY-  NE/RED WILLOW
 LJ0047  COUNTRY     -  US
 LJ0047  USGS QUAD   -  INDIANOLA (2017)
 LJ0047
 LJ0047                         *CURRENT SURVEY CONTROL
 LJ0047  ______________________________________________________________________
 LJ0047* NAD 83(1986) POSITION- 40 13 52.     (N) 100 25 33.     (W)   SCALED
 LJ0047* NAVD 88 ORTHO HEIGHT -   725.558 (meters)     2380.43  (feet) ADJUSTED
 LJ0047  ______________________________________________________________________
 LJ0047  GEOID HEIGHT    -        -24.151 (meters)                     GEOID18
 LJ0047  DYNAMIC HEIGHT  -        725.081 (meters)     2378.87  (feet) COMP
 LJ0047  MODELED GRAVITY -    979,944.4   (mgal)                       NAVD 88
 LJ0047
 LJ0047  VERT ORDER      -  FIRST     CLASS II
 LJ0047
 LJ0047.The horizontal coordinates were scaled from a map and have
 LJ0047.an estimated accuracy of +/- 6 seconds.
 LJ0047
 LJ0047.The orthometric height was determined by differential leveling and
 LJ0047.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0047.in June 1991.
 LJ0047
 LJ0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0047.GEOID18 height accuracy estimate available here.
 LJ0047
 LJ0047.Click photographs - Photos may exist for this station.
 LJ0047
 LJ0047.The dynamic height is computed by dividing the NAVD 88
 LJ0047.geopotential number by the normal gravity value computed on the
 LJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0047.degrees latitude (g = 980.6199 gals.).
 LJ0047
 LJ0047.The modeled gravity was interpolated from observed gravity values.
 LJ0047
 LJ0047;                    North         East    Units  Estimated Accuracy
 LJ0047;SPC NE       -    44,260.      463,760.      MT  (+/- 180 meters Scaled)
 LJ0047
 LJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK787543(NAD 83)
 LJ0047
 LJ0047                          SUPERSEDED SURVEY CONTROL
 LJ0047
 LJ0047  NGVD 29 (??/??/92)  725.249  (m)         2379.42   (f) ADJ UNCH    1 2
 LJ0047
 LJ0047.Superseded values are not recommended for survey control.
 LJ0047
 LJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0047.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0047
 LJ0047_MARKER: DB = BENCH MARK DISK
 LJ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0047_STAMPING: 2379.421 V 25 1933
 LJ0047_MARK LOGO: CGS
 LJ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0047+STABILITY: SURFACE MOTION
 LJ0047
 LJ0047  HISTORY     - Date     Condition        Report By
 LJ0047  HISTORY     - 1933     MONUMENTED       CGS
 LJ0047  HISTORY     - 1958     MARK NOT FOUND   USGS
 LJ0047
 LJ0047                          STATION DESCRIPTION
 LJ0047
 LJ0047'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LJ0047'0.5 MI W FROM INDIANOLA.
 LJ0047'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0047'FROM THE STATION AT INDIANOLA, REDWILLOW COUNTY, 5-1/2 POLES
 LJ0047'WEST OF A CONCRETE CULVERT OVER A DRY DRAW AT MILEAGE 276.60,
 LJ0047'AND 46 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 LJ0047'STANDARD DISK, STAMPED V 25 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0047'POST PROJECTING 6 INCHES ABOVE GROUND.  NOW STAMPED 2379.421 V
 LJ0047'25 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0010 ***********************************************************************
 LH0010  DESIGNATION -  V 250
 LH0010  PID         -  LH0010
 LH0010  STATE/COUNTY-  NE/ADAMS
 LH0010  COUNTRY     -  US
 LH0010  USGS QUAD   -  HASTINGS WEST (2017)
 LH0010
 LH0010                         *CURRENT SURVEY CONTROL
 LH0010  ______________________________________________________________________
 LH0010* NAD 83(1986) POSITION- 40 34 04.     (N) 098 26 54.     (W)   SCALED
 LH0010* NAVD 88 ORTHO HEIGHT -   595.794 (meters)     1954.70  (feet) ADJUSTED
 LH0010  ______________________________________________________________________
 LH0010  GEOID HEIGHT    -        -25.278 (meters)                     GEOID18
 LH0010  DYNAMIC HEIGHT  -        595.457 (meters)     1953.60  (feet) COMP
 LH0010  MODELED GRAVITY -    980,041.1   (mgal)                       NAVD 88
 LH0010
 LH0010  VERT ORDER      -  FIRST     CLASS II
 LH0010
 LH0010.This mark is at Hastings Municipal Airport (HSI)
 LH0010
 LH0010.The horizontal coordinates were scaled from a map and have
 LH0010.an estimated accuracy of +/- 6 seconds.
 LH0010
 LH0010.The orthometric height was determined by differential leveling and
 LH0010.adjusted by the NATIONAL GEODETIC SURVEY
 LH0010.in June 1991.
 LH0010
 LH0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0010.GEOID18 height accuracy estimate available here.
 LH0010
 LH0010.Click photographs - Photos may exist for this station.
 LH0010
 LH0010.The dynamic height is computed by dividing the NAVD 88
 LH0010.geopotential number by the normal gravity value computed on the
 LH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0010.degrees latitude (g = 980.6199 gals.).
 LH0010
 LH0010.The modeled gravity was interpolated from observed gravity values.
 LH0010
 LH0010;                    North         East    Units  Estimated Accuracy
 LH0010;SPC NE       -    82,720.      631,360.      MT  (+/- 180 meters Scaled)
 LH0010
 LH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK466909(NAD 83)
 LH0010
 LH0010                          SUPERSEDED SURVEY CONTROL
 LH0010
 LH0010  NGVD 29 (??/??/92)  595.561  (m)         1953.94   (f) ADJ UNCH    1 2
 LH0010
 LH0010.Superseded values are not recommended for survey control.
 LH0010
 LH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0010.See file dsdata.pdf to determine how the superseded data were derived.
 LH0010
 LH0010_MARKER: DB = BENCH MARK DISK
 LH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0010_STAMPING: V 250 1947
 LH0010_MARK LOGO: CGS
 LH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0010+STABILITY: SURFACE MOTION
 LH0010
 LH0010  HISTORY     - Date     Condition        Report By
 LH0010  HISTORY     - 1947     MONUMENTED       CGS
 LH0010
 LH0010                          STATION DESCRIPTION
 LH0010
 LH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0010'4.1 MI SW FROM HASTINGS.
 LH0010'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0010'FROM THE STATION AT HASTINGS, THENCE WEST 2.1 MILES ALONG U.S.
 LH0010'HIGHWAY NO. 6 (ALTERNATE), AT THE SOUTHEAST CORNER OF THE
 LH0010'HASTINGS SKY RANCH AIRPORT, 37.5 FEET NORTH OF THE CENTER LINE
 LH0010'OF THE HIGHWAY, 4.4 FEET NORTHWEST OF A FENCE CORNER POST, 1.6
 LH0010'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0010'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0011 ***********************************************************************
 LH0011  DESIGNATION -  V 250 RESET
 LH0011  PID         -  LH0011
 LH0011  STATE/COUNTY-  NE/ADAMS
 LH0011  COUNTRY     -  US
 LH0011  USGS QUAD   -  HASTINGS WEST (2017)
 LH0011
 LH0011                         *CURRENT SURVEY CONTROL
 LH0011  ______________________________________________________________________
 LH0011* NAD 83(1986) POSITION- 40 34 04.     (N) 098 26 55.     (W)   SCALED
 LH0011* NAVD 88 ORTHO HEIGHT -   595.68  (meters)     1954.3   (feet) RESET
 LH0011  ______________________________________________________________________
 LH0011  GEOID HEIGHT    -        -25.278 (meters)                     GEOID18
 LH0011  VERT ORDER      -  THIRD
 LH0011
 LH0011.This mark is at Hastings Municipal Airport (HSI)
 LH0011
 LH0011.The horizontal coordinates were scaled from a map and have
 LH0011.an estimated accuracy of +/- 6 seconds.
 LH0011
 LH0011.The orthometric height was computed from unverified reset data.
 LH0011
 LH0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0011.GEOID18 height accuracy estimate available here.
 LH0011
 LH0011.Click photographs - Photos may exist for this station.
 LH0011
 LH0011;                    North         East    Units  Estimated Accuracy
 LH0011;SPC NE       -    82,720.      631,340.      MT  (+/- 180 meters Scaled)
 LH0011
 LH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK466909(NAD 83)
 LH0011
 LH0011                          SUPERSEDED SURVEY CONTROL
 LH0011
 LH0011  NGVD 29 (??/??/??)  595.45   (m)         1953.6    (f) RESET       3  
 LH0011
 LH0011.Superseded values are not recommended for survey control.
 LH0011
 LH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0011.See file dsdata.pdf to determine how the superseded data were derived.
 LH0011
 LH0011_MARKER: DB = BENCH MARK DISK
 LH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0011_STAMPING: V 250 RESET 1962
 LH0011_MARK LOGO: CGS
 LH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0011+STABILITY: SURFACE MOTION
 LH0011
 LH0011  HISTORY     - Date     Condition        Report By
 LH0011  HISTORY     - 1962     MONUMENTED       LOCSUR
 LH0011
 LH0011                          STATION DESCRIPTION
 LH0011
 LH0011'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LH0011'4.1 MI SW FROM HASTINGS.
 LH0011'2.0 MILES SOUTH ALONG CB AND Q R.R. FROM THE STATION AT HASTINGS,
 LH0011'ADAMS COUNTY, THENCE 2.1 MILES WEST ALONG U.S. HIGHWAY 6 AH, AT
 LH0011'THE SOUTHEAST CORNER OF THE HASTINGS SKY RANCH AIRPORT, 57.2
 LH0011'FEET NORTH OF THE CENTERLINE HIGHWAY, 2.2 FEET EAST OF A WOODEN
 LH0011'WITNESS POST, 70.8 FEET SOUTHEAST OF A POWER POLE, 15.1 FEET
 LH0011'SOUTHWEST OF A 12 INCH ELM TREE, AND SET IN THE TOP OF A CONCRETE
 LH0011'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0191 ***********************************************************************
 LH0191  DESIGNATION -  V 252
 LH0191  PID         -  LH0191
 LH0191  STATE/COUNTY-  NE/NUCKOLLS
 LH0191  COUNTRY     -  US
 LH0191  USGS QUAD   -  SUPERIOR (2017)
 LH0191
 LH0191                         *CURRENT SURVEY CONTROL
 LH0191  ______________________________________________________________________
 LH0191* NAD 83(1986) POSITION- 40 01 01.     (N) 098 04 19.     (W)   SCALED
 LH0191* NAVD 88 ORTHO HEIGHT -   480.595 (meters)     1576.75  (feet) ADJUSTED
 LH0191  ______________________________________________________________________
 LH0191  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 LH0191  DYNAMIC HEIGHT  -        480.313 (meters)     1575.83  (feet) COMP
 LH0191  MODELED GRAVITY -    980,024.9   (mgal)                       NAVD 88
 LH0191
 LH0191  VERT ORDER      -  FIRST     CLASS II
 LH0191
 LH0191.The horizontal coordinates were scaled from a map and have
 LH0191.an estimated accuracy of +/- 6 seconds.
 LH0191
 LH0191.The orthometric height was determined by differential leveling and
 LH0191.adjusted by the NATIONAL GEODETIC SURVEY
 LH0191.in June 1991.
 LH0191
 LH0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0191.GEOID18 height accuracy estimate available here.
 LH0191
 LH0191.Click photographs - Photos may exist for this station.
 LH0191
 LH0191.The dynamic height is computed by dividing the NAVD 88
 LH0191.geopotential number by the normal gravity value computed on the
 LH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0191.degrees latitude (g = 980.6199 gals.).
 LH0191
 LH0191.The modeled gravity was interpolated from observed gravity values.
 LH0191
 LH0191;                    North         East    Units  Estimated Accuracy
 LH0191;SPC NE       -    22,220.      664,590.      MT  (+/- 180 meters Scaled)
 LH0191
 LH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK791300(NAD 83)
 LH0191
 LH0191                          SUPERSEDED SURVEY CONTROL
 LH0191
 LH0191  NGVD 29 (??/??/92)  480.419  (m)         1576.17   (f) ADJ UNCH    1 2
 LH0191
 LH0191.Superseded values are not recommended for survey control.
 LH0191
 LH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0191.See file dsdata.pdf to determine how the superseded data were derived.
 LH0191
 LH0191_MARKER: DB = BENCH MARK DISK
 LH0191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0191_SP_SET: WALL
 LH0191_STAMPING: V 252 1947
 LH0191_MARK LOGO: CGS
 LH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0191+STABILITY: SURFACE MOTION
 LH0191
 LH0191  HISTORY     - Date     Condition        Report By
 LH0191  HISTORY     - 1947     MONUMENTED       CGS
 LH0191
 LH0191                          STATION DESCRIPTION
 LH0191
 LH0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0191'AT SUPERIOR.
 LH0191'AT SUPERIOR, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0191'STATION, AT THE SOUTHEAST CORNER OF THE STATION, 1.7 FEET ABOVE
 LH0191'THE PLATFORM LEVEL, 1.1 FEET WEST OF THE SOUTHEAST CORNER OF
 LH0191'THE STATION, SET VERTICALLY IN THE SOUTH WALL OF THE RAILROAD
 LH0191'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0791 ***********************************************************************
 MJ0791  DESIGNATION -  V 253
 MJ0791  PID         -  MJ0791
 MJ0791  STATE/COUNTY-  NE/DOUGLAS
 MJ0791  COUNTRY     -  US
 MJ0791  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0791
 MJ0791                         *CURRENT SURVEY CONTROL
 MJ0791  ______________________________________________________________________
 MJ0791* NAD 83(1986) POSITION- 41 14 13.     (N) 095 55 45.     (W)   SCALED
 MJ0791* NAVD 88 ORTHO HEIGHT -   367.017 (meters)     1204.12  (feet) ADJUSTED
 MJ0791  ______________________________________________________________________
 MJ0791  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 MJ0791  DYNAMIC HEIGHT  -        366.865 (meters)     1203.62  (feet) COMP
 MJ0791  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 MJ0791
 MJ0791  VERT ORDER      -  FIRST     CLASS II
 MJ0791
 MJ0791.The horizontal coordinates were scaled from a map and have
 MJ0791.an estimated accuracy of +/- 6 seconds.
 MJ0791
 MJ0791.The orthometric height was determined by differential leveling and
 MJ0791.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0791.in June 1991.
 MJ0791
 MJ0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0791.GEOID18 height accuracy estimate available here.
 MJ0791
 MJ0791.Click photographs - Photos may exist for this station.
 MJ0791
 MJ0791.The dynamic height is computed by dividing the NAVD 88
 MJ0791.geopotential number by the normal gravity value computed on the
 MJ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0791.degrees latitude (g = 980.6199 gals.).
 MJ0791
 MJ0791.The modeled gravity was interpolated from observed gravity values.
 MJ0791
 MJ0791;                    North         East    Units  Estimated Accuracy
 MJ0791;SPC NE       -   163,870.      841,030.      MT  (+/- 180 meters Scaled)
 MJ0791
 MJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF545691(NAD 83)
 MJ0791
 MJ0791                          SUPERSEDED SURVEY CONTROL
 MJ0791
 MJ0791  NGVD 29 (??/??/92)  366.897  (m)         1203.73   (f) ADJ UNCH    1 2
 MJ0791
 MJ0791.Superseded values are not recommended for survey control.
 MJ0791
 MJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0791.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0791
 MJ0791_MARKER: DB = BENCH MARK DISK
 MJ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0791_STAMPING: V 253 1947
 MJ0791_MARK LOGO: CGS
 MJ0791_PROJECTION: FLUSH
 MJ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0791+STABILITY: SURFACE MOTION
 MJ0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0791+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0791
 MJ0791  HISTORY     - Date     Condition        Report By
 MJ0791  HISTORY     - 1947     MONUMENTED       CGS
 MJ0791  HISTORY     - 1976     GOOD             LOCSUR
 MJ0791  HISTORY     - 19880510 POOR             NGS
 MJ0791
 MJ0791                          STATION DESCRIPTION
 MJ0791
 MJ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0791'AT OMAHA.
 MJ0791'ABOUT 25 YARDS NORTHEAST OF THE INTERSECTION OF CASTELAR STREET
 MJ0791'AND TENTH STREET, IN THE SOUTHWEST CORNER OF THE YARD OF THE ST.
 MJ0791'JOSEPH HOSPITAL, 58.2 FEET NORTH OF THE NORTH CURB OF CASTELAR
 MJ0791'STREET, 38.3 FEET WEST OF THE SOUTHWEST CORNER OF THE HOSPITAL,
 MJ0791'16 FEET EAST OF THE EAST CURB OF TENTH STREET, 10 FEET NORTH
 MJ0791'OF A STEEL FENCE, 7.8 FEET NORTHWEST OF A 20 INCH ELM TREE,
 MJ0791'AND 3 FEET EAST OF A STEEL FENCE.  A BRONZE DISK SET IN THE TOP
 MJ0791'OF A CONCRETE POST AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0791
 MJ0791                          STATION RECOVERY (1976)
 MJ0791
 MJ0791'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0791'RECOVERED IN GOOD CONDITION.
 MJ0791
 MJ0791                          STATION RECOVERY (1988)
 MJ0791
 MJ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0791'MARK WAS RECOVERED IN POOR CONDITION, THE DISK BEING BATTERED AND THE
 MJ0791'MONUMENT IS TILTED NORTHWARD.  AT OMAHA, IN THE NORTHEAST ANGLE OF
 MJ0791'THE INTERSECTION OF CASTELAR AND 10TH STREETS, 17.74 M (58.2 FT)
 MJ0791'NORTH FROM THE NORTH CURB OF CASTELAR STREET, 4.88 M (16.0 FT) EAST
 MJ0791'FROM THE EAST CURB OF 10TH STREET, 0.91 M (3.0 FT) EAST FROM AN OLD
 MJ0791'CONCRETE CURBING FOR AN OLD FENCELINE AND RECESSED 0.02 M (0.1 FT)
 MJ0791'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0802 ***********************************************************************
 MJ0802  DESIGNATION -  V 255
 MJ0802  PID         -  MJ0802
 MJ0802  STATE/COUNTY-  NE/DOUGLAS
 MJ0802  COUNTRY     -  US
 MJ0802  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0802
 MJ0802                         *CURRENT SURVEY CONTROL
 MJ0802  ______________________________________________________________________
 MJ0802* NAD 83(1986) POSITION- 41 12 20.     (N) 095 56 50.     (W)   SCALED
 MJ0802* NAVD 88 ORTHO HEIGHT -   354.014 (meters)     1161.46  (feet) ADJUSTED
 MJ0802  ______________________________________________________________________
 MJ0802  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 MJ0802  DYNAMIC HEIGHT  -        353.868 (meters)     1160.98  (feet) COMP
 MJ0802  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 MJ0802
 MJ0802  VERT ORDER      -  FIRST     CLASS II
 MJ0802
 MJ0802.The horizontal coordinates were scaled from a map and have
 MJ0802.an estimated accuracy of +/- 6 seconds.
 MJ0802
 MJ0802.The orthometric height was determined by differential leveling and
 MJ0802.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0802.in June 1991.
 MJ0802
 MJ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0802.GEOID18 height accuracy estimate available here.
 MJ0802
 MJ0802.Click photographs - Photos may exist for this station.
 MJ0802
 MJ0802.The dynamic height is computed by dividing the NAVD 88
 MJ0802.geopotential number by the normal gravity value computed on the
 MJ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0802.degrees latitude (g = 980.6199 gals.).
 MJ0802
 MJ0802.The modeled gravity was interpolated from observed gravity values.
 MJ0802
 MJ0802;                    North         East    Units  Estimated Accuracy
 MJ0802;SPC NE       -   160,320.      839,680.      MT  (+/- 180 meters Scaled)
 MJ0802
 MJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF528657(NAD 83)
 MJ0802
 MJ0802                          SUPERSEDED SURVEY CONTROL
 MJ0802
 MJ0802.No superseded survey control is available for this station.
 MJ0802
 MJ0802_MARKER: DB = BENCH MARK DISK
 MJ0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0802_SP_SET: BUILDING
 MJ0802_STAMPING: V 255 1947
 MJ0802_MARK LOGO: CGS
 MJ0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0802
 MJ0802  HISTORY     - Date     Condition        Report By
 MJ0802  HISTORY     - 1947     MONUMENTED       CGS
 MJ0802
 MJ0802                          STATION DESCRIPTION
 MJ0802
 MJ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0802'AT OMAHA.
 MJ0802'AT OMAHA, NORTHWEST OF THE INTERSECTION OF 24TH STREET AND Q
 MJ0802'STREET, 27.1 FEET WEST OF THE WEST CURB OF 24TH STREET, 12.1 FEET
 MJ0802'NORTH OF THE NORTH CURB OF Q STREET, 8.0 FEET WEST OF THE
 MJ0802'SOUTHWEST CORNER OF A BRICK BUILDING OCCUPIED BY BOSANEK GROCERY
 MJ0802'STORE, SET VERTICALLY IN THE SOUTH WALL OF THE BUILDING
 MJ0802'APPROXIMATELY 3.0 FEET ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0803 ***********************************************************************
 MJ0803  DESIGNATION -  V 255 RESET
 MJ0803  PID         -  MJ0803
 MJ0803  STATE/COUNTY-  NE/DOUGLAS
 MJ0803  COUNTRY     -  US
 MJ0803  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0803
 MJ0803                         *CURRENT SURVEY CONTROL
 MJ0803  ______________________________________________________________________
 MJ0803* NAD 83(1986) POSITION- 41 12 19.     (N) 095 56 50.     (W)   SCALED
 MJ0803* NAVD 88 ORTHO HEIGHT -   354.03  (+/-2cm)     1161.5   (feet) VERTCON
 MJ0803  ______________________________________________________________________
 MJ0803  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 MJ0803  VERT ORDER      -  THIRD (See Below)
 MJ0803
 MJ0803.The horizontal coordinates were scaled from a map and have
 MJ0803.an estimated accuracy of +/- 6 seconds.
 MJ0803
 MJ0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ0803
 MJ0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0803.GEOID18 height accuracy estimate available here.
 MJ0803
 MJ0803.The vertical order pertains to the NGVD 29 superseded value.
 MJ0803
 MJ0803.Click photographs - Photos may exist for this station.
 MJ0803
 MJ0803;                    North         East    Units  Estimated Accuracy
 MJ0803;SPC NE       -   160,280.      839,690.      MT  (+/- 180 meters Scaled)
 MJ0803
 MJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF528657(NAD 83)
 MJ0803
 MJ0803                          SUPERSEDED SURVEY CONTROL
 MJ0803
 MJ0803  NGVD 29 (??/??/??)  353.91   (m)         1161.1    (f) RESET       3  
 MJ0803
 MJ0803.Superseded values are not recommended for survey control.
 MJ0803
 MJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0803.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0803
 MJ0803_MARKER: DB = BENCH MARK DISK
 MJ0803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ0803_SP_SET: PLATFORM
 MJ0803_STAMPING: V 255 RESET 1949
 MJ0803_MARK LOGO: CGS
 MJ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0803
 MJ0803  HISTORY     - Date     Condition        Report By
 MJ0803  HISTORY     - 1949     MONUMENTED       CGS
 MJ0803  HISTORY     - 20110823 MARK NOT FOUND   NEGS
 MJ0803
 MJ0803                          STATION DESCRIPTION
 MJ0803
 MJ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0803'AT OMAHA.
 MJ0803'AT OMAHA, DOUGLAS COUNTY, IN SOUTH OMAHA, AT THE SOUTHWEST
 MJ0803'CORNER OF THE INTERSECTION OF TWENTY-FOURTH AND Q STREETS, AT
 MJ0803'THE NORTHEAST CORNER OF A TWO-STORY BRICK BUILDING, IN THE TOP
 MJ0803'OF A BRICK PLATFORM, AND 4.2 FEET HIGHER THAN THE CONCRETE
 MJ0803'SIDEWALK.  A STANDARD DISK, STAMPED V 255 RESET 1949.
 MJ0803
 MJ0803                          STATION RECOVERY (2011)
 MJ0803
 MJ0803'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MJ0803'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1078 ***********************************************************************
 LF1078  DESIGNATION -  V 256
 LF1078  PID         -  LF1078
 LF1078  STATE/COUNTY-  NE/CASS
 LF1078  COUNTRY     -  US
 LF1078  USGS QUAD   -  MURRAY (2017)
 LF1078
 LF1078                         *CURRENT SURVEY CONTROL
 LF1078  ______________________________________________________________________
 LF1078* NAD 83(1986) POSITION- 40 56 40.     (N) 095 55 42.     (W)   SCALED
 LF1078* NAVD 88 ORTHO HEIGHT -   333.757 (meters)     1095.00  (feet) ADJUSTED
 LF1078  ______________________________________________________________________
 LF1078  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 LF1078  DYNAMIC HEIGHT  -        333.615 (meters)     1094.54  (feet) COMP
 LF1078  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 LF1078
 LF1078  VERT ORDER      -  SECOND    CLASS 0
 LF1078
 LF1078.The horizontal coordinates were scaled from a map and have
 LF1078.an estimated accuracy of +/- 6 seconds.
 LF1078
 LF1078.The orthometric height was determined by differential leveling and
 LF1078.adjusted by the NATIONAL GEODETIC SURVEY
 LF1078.in June 1991.
 LF1078
 LF1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1078.GEOID18 height accuracy estimate available here.
 LF1078
 LF1078.Click photographs - Photos may exist for this station.
 LF1078
 LF1078.The dynamic height is computed by dividing the NAVD 88
 LF1078.geopotential number by the normal gravity value computed on the
 LF1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1078.degrees latitude (g = 980.6199 gals.).
 LF1078
 LF1078.The modeled gravity was interpolated from observed gravity values.
 LF1078
 LF1078;                    North         East    Units  Estimated Accuracy
 LF1078;SPC NE       -   131,430.      842,630.      MT  (+/- 180 meters Scaled)
 LF1078
 LF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535367(NAD 83)
 LF1078
 LF1078                          SUPERSEDED SURVEY CONTROL
 LF1078
 LF1078  NGVD 29 (??/??/92)  333.656  (m)         1094.67   (f) ADJ UNCH    2 0
 LF1078
 LF1078.Superseded values are not recommended for survey control.
 LF1078
 LF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1078.See file dsdata.pdf to determine how the superseded data were derived.
 LF1078
 LF1078_MARKER: DB = BENCH MARK DISK
 LF1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1078_STAMPING: V 256 1947
 LF1078_MARK LOGO: CGS
 LF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1078+STABILITY: SURFACE MOTION
 LF1078
 LF1078  HISTORY     - Date     Condition        Report By
 LF1078  HISTORY     - 1947     MONUMENTED       CGS
 LF1078
 LF1078                          STATION DESCRIPTION
 LF1078
 LF1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1078'2 MI S FROM MYNARD.
 LF1078'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1078'STATION SIGN AT MYNARD, ABOUT 4 POLES SOUTH OF MILEPOST 457,
 LF1078'145.0 FEET SOUTHWEST OF RAILWAY SIGNAL 4568, 82.0 FEET NORTH OF
 LF1078'THE CENTER LINE OF AN EAST-WEST ROAD, 45.5 FEET WEST OF AND 1.0
 LF1078'FOOT LOWER THAN THE CENTER LINE OF THE TRACK, 6.0 FEET
 LF1078'SOUTHWEST OF A TELEGRAPH POLE, 5.0 FEET EAST OF A FENCE, 1.0 FOOT
 LF1078'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 LF1078'PROJECTS 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0966 ***********************************************************************
 LF0966  DESIGNATION -  V 258
 LF0966  PID         -  LF0966
 LF0966  STATE/COUNTY-  NE/OTOE
 LF0966  COUNTRY     -  US
 LF0966  USGS QUAD   -  JULIAN (2017)
 LF0966
 LF0966                         *CURRENT SURVEY CONTROL
 LF0966  ______________________________________________________________________
 LF0966* NAD 83(2011) POSITION- 40 34 00.76341(N) 095 48 09.21519(W)   ADJUSTED
 LF0966* NAD 83(2011) ELLIP HT-   308.160 (meters)        (06/27/12)   ADJUSTED
 LF0966* NAD 83(2011) EPOCH   -  2010.00
 LF0966* NAVD 88 ORTHO HEIGHT -   337.746 (meters)     1108.09  (feet) ADJUSTED
 LF0966  ______________________________________________________________________
 LF0966  GEOID HEIGHT    -        -29.582 (meters)                     GEOID18
 LF0966  NAD 83(2011) X  -   -490,565.355 (meters)                     COMP
 LF0966  NAD 83(2011) Y  - -4,827,380.778 (meters)                     COMP
 LF0966  NAD 83(2011) Z  -  4,126,204.667 (meters)                     COMP
 LF0966  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC18
 LF0966  DYNAMIC HEIGHT  -        337.565 (meters)     1107.49  (feet) COMP
 LF0966  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 LF0966
 LF0966  VERT ORDER      -  SECOND    CLASS 0
 LF0966
 LF0966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF0966  Standards:
 LF0966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF0966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF0966  -------------------------------------------------------------------
 LF0966  NETWORK    0.57   1.23           0.26   0.20   0.63     -0.01095439
 LF0966  -------------------------------------------------------------------
 LF0966  Click here for local accuracies and other accuracy information.
 LF0966
 LF0966.The horizontal coordinates were established by GPS observations
 LF0966.and adjusted by the National Geodetic Survey in June 2012.
 LF0966
 LF0966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF0966.been affixed to the stable North American tectonic plate. See 
 LF0966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF0966
 LF0966.The horizontal coordinates are valid at the epoch date displayed above
 LF0966.which is a decimal equivalence of Year/Month/Day.
 LF0966
 LF0966.The orthometric height was determined by differential leveling and
 LF0966.adjusted by the NATIONAL GEODETIC SURVEY
 LF0966.in June 1991.
 LF0966
 LF0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0966.GEOID18 height accuracy estimate available here.
 LF0966
 LF0966.Click photographs - Photos may exist for this station.
 LF0966
 LF0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0966
 LF0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0966
 LF0966.The ellipsoidal height was determined by GPS observations
 LF0966.and is referenced to NAD 83.
 LF0966
 LF0966.The dynamic height is computed by dividing the NAVD 88
 LF0966.geopotential number by the normal gravity value computed on the
 LF0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0966.degrees latitude (g = 980.6199 gals.).
 LF0966
 LF0966.The modeled gravity was interpolated from observed gravity values.
 LF0966
 LF0966. The following values were computed from the NAD 83(2011) position.
 LF0966
 LF0966;                    North         East     Units Scale Factor Converg.
 LF0966;SPC NE       -    90,070.340   855,240.412   MT  0.99979170   +2 46 53.9
 LF0966;SPC NE       -   295,505.77  2,805,901.25   sFT  0.99979170   +2 46 53.9
 LF0966;UTM  15      - 4,494,453.455   262,749.525   MT  1.00029290   -1 49 24.4
 LF0966
 LF0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0966!SPC NE       -   0.99995166  x   0.99979170  =   0.99974337
 LF0966!UTM  15      -   0.99995166  x   1.00029290  =   1.00024455
 LF0966
 LF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6274994453(NAD 83)
 LF0966
 LF0966                          SUPERSEDED SURVEY CONTROL
 LF0966
 LF0966  NAD 83(2007)-  40 34 00.76347(N)    095 48 09.21584(W) AD(2002.00) 1
 LF0966  ELLIP H (04/14/09)  308.176  (m)                       GP(2002.00) 3 1
 LF0966  NAVD 88 (04/14/09)  337.8    (m)  GEOID03  model used  GPS OBS        
 LF0966  NGVD 29 (??/??/92)  337.643  (m)         1107.75   (f) ADJ UNCH    2 0
 LF0966
 LF0966.Superseded values are not recommended for survey control.
 LF0966
 LF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0966.See file dsdata.pdf to determine how the superseded data were derived.
 LF0966
 LF0966_MARKER: DB = BENCH MARK DISK
 LF0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0966_STAMPING: V 258 1947
 LF0966_MARK LOGO: CGS
 LF0966_PROJECTION: FLUSH
 LF0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0966+STABILITY: SURFACE MOTION
 LF0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0966+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 LF0966
 LF0966  HISTORY     - Date     Condition        Report By
 LF0966  HISTORY     - 1947     MONUMENTED       CGS
 LF0966  HISTORY     - 2008     GOOD             MODNR
 LF0966  HISTORY     - 20101006 GOOD             EISENB
 LF0966  HISTORY     - 20130619 GOOD             JEOCON
 LF0966
 LF0966                          STATION DESCRIPTION
 LF0966
 LF0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0966'7.6 MI NE FROM JULIAN.
 LF0966'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0966'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD AND
 LF0966'2.2 MILES NORTH ALONG A GRAVEL ROAD, IN THE NORTHEAST ANGLE OF A
 LF0966'CROSS ROAD AND NEAR THE SOUTHWEST CORNER OF THE CAMP CREEK CEMETERY,
 LF0966'102.0 FEET NORTH OF THE CENTER OF THE EAST-WEST CROSS ROAD, 73.5
 LF0966'FEET SOUTH OF THE CENTER OF THE MOST SOUTHERLY ONE OF THREE IRON
 LF0966'GATES IN THE WEST FENCE OF THE CEMETERY, 72.0 FEET NORTH OF THE
 LF0966'CONCRETE CORNER POST AT THE SOUTHWEST CORNER OF THE CEMETERY FENCE,
 LF0966'63.6 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A GRAY
 LF0966'GRANITE MONUMENT INSCRIBED COLE, 33.0 FEET EAST OF THE CENTER OF THE
 LF0966'NORTH-SOUTH GRAVEL ROAD, 1.5 FOOT NORTH OF A REFERENCE POST, 0.4
 LF0966'FOOT WEST OF AN IRON FENCE ALONG THE WEST SIDE OF THE CEMETERY,
 LF0966'SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING
 LF0966'0.1 FOOT.
 LF0966
 LF0966                          STATION RECOVERY (2008)
 LF0966
 LF0966'RECOVERY NOTE BY MO DEPT OF NAT RES 2008 (MJC)
 LF0966'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF JULIAN, NE
 LF0966'AND 6.9 MI (11.1 KM) NORTHWEST OF PERU, NE.  IT IS AT THE CAMP CREEK
 LF0966'CEMETERY, 104 FT (31.7 M) NORTH OF THE CENTER OF P ROAD, 36 FT (11.0
 LF0966'M) EAST OF THE CENTER OF 70 ROAD, 87.5 FT (26.7 M) SOUTHEAST OF A NAIL
 LF0966'AND SHINER IN A UTILITY POLE AND 73.5 FT (22.4 M) SOUTH OF THE CENTER
 LF0966'OF THE SOUTH ENTRANCE TO CEMETERY.
 LF0966'
 LF0966'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 73/75,
 LF0966'NEBRASKA HIGHWAY 128 AND N ROAD, GO SOUTH ON US HIGHWAY 73/75 FOR 3.0
 LF0966'MI (4.8 KM) TO THE INTERSECTION WITH Q ROAD.  TURN LEFT ON Q ROAD AND
 LF0966'GO EAST FOR 3.35 MI (5.4 KM) TO THE INTERSECTION WITH 70 ROAD.  TURN
 LF0966'LEFT ON 70 ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE INTERSECTION
 LF0966'WITH P ROAD AND CAMP CREEK CEMETERY ON THE RIGHT. CONTINUE NORTH FOR
 LF0966'ABOUT 100 FT (30.5 M) TO THE STATION ON THE RIGHT AS DESCRIBED.
 LF0966
 LF0966                          STATION RECOVERY (2010)
 LF0966
 LF0966'RECOVERY NOTE BY EISENBRAUN AND ASSOCIATES INC 2010 (BDG)
 LF0966'RECOVERED AS DESCRIBED
 LF0966
 LF0966                          STATION RECOVERY (2013)
 LF0966
 LF0966'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0739 ***********************************************************************
 LF0739  DESIGNATION -  V 259 RESET
 LF0739  PID         -  LF0739
 LF0739  STATE/COUNTY-  NE/NEMAHA
 LF0739  COUNTRY     -  US
 LF0739  USGS QUAD   -  AUBURN (2017)
 LF0739
 LF0739                         *CURRENT SURVEY CONTROL
 LF0739  ______________________________________________________________________
 LF0739* NAD 83(1986) POSITION- 40 23 34.     (N) 095 47 29.     (W)   SCALED
 LF0739* NAVD 88 ORTHO HEIGHT -   281.43  (+/-2cm)      923.3   (feet) VERTCON
 LF0739  ______________________________________________________________________
 LF0739  GEOID HEIGHT    -        -29.694 (meters)                     GEOID18
 LF0739  VERT ORDER      -  THIRD (See Below)
 LF0739
 LF0739.The horizontal coordinates were scaled from a map and have
 LF0739.an estimated accuracy of +/- 6 seconds.
 LF0739
 LF0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0739
 LF0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0739.GEOID18 height accuracy estimate available here.
 LF0739
 LF0739.The vertical order pertains to the NGVD 29 superseded value.
 LF0739
 LF0739.Click photographs - Photos may exist for this station.
 LF0739
 LF0739;                    North         East    Units  Estimated Accuracy
 LF0739;SPC NE       -    70,810.      857,130.      MT  (+/- 180 meters Scaled)
 LF0739
 LF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE630750(NAD 83)
 LF0739
 LF0739                          SUPERSEDED SURVEY CONTROL
 LF0739
 LF0739  NGVD 29 (01/31/13)  281.35   (m)          923.1    (f) RESET       3  
 LF0739
 LF0739.Superseded values are not recommended for survey control.
 LF0739
 LF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0739.See file dsdata.pdf to determine how the superseded data were derived.
 LF0739
 LF0739_MARKER: DV = VERTICAL CONTROL DISK
 LF0739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0739_SP_SET: CULVERT HEADWALL
 LF0739_STAMPING: V 259 RESET 1974
 LF0739_MARK LOGO: NGS
 LF0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0739+STABILITY: SURFACE MOTION
 LF0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0739+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2010
 LF0739
 LF0739  HISTORY     - Date     Condition        Report By
 LF0739  HISTORY     - 1974     MONUMENTED       NEDR
 LF0739  HISTORY     - 1975     GOOD             NGS
 LF0739  HISTORY     - 20100210 GOOD             NEGS
 LF0739
 LF0739                          STATION DESCRIPTION
 LF0739
 LF0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0739'2.3 MI E FROM AUBURN.
 LF0739'BRASS BENCH MARK SET IN NORTH PARAPET WALL OF CONCRETE BOX
 LF0739'CULVERT, 40 FEET LEFT OF PAVEMENT OF STATION 116+70.
 LF0739
 LF0739                          STATION RECOVERY (2010)
 LF0739
 LF0739'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0608 ***********************************************************************
 LF0608  DESIGNATION -  V 260
 LF0608  PID         -  LF0608
 LF0608  STATE/COUNTY-  NE/RICHARDSON
 LF0608  COUNTRY     -  US
 LF0608  USGS QUAD   -  VERDON (2017)
 LF0608
 LF0608                         *CURRENT SURVEY CONTROL
 LF0608  ______________________________________________________________________
 LF0608* NAD 83(1986) POSITION- 40 13 58.     (N) 095 40 17.     (W)   SCALED
 LF0608* NAVD 88 ORTHO HEIGHT -   338.200 (meters)     1109.58  (feet) ADJUSTED
 LF0608  ______________________________________________________________________
 LF0608  GEOID HEIGHT    -        -30.151 (meters)                     GEOID18
 LF0608  DYNAMIC HEIGHT  -        338.013 (meters)     1108.96  (feet) COMP
 LF0608  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LF0608
 LF0608  VERT ORDER      -  SECOND    CLASS 0
 LF0608
 LF0608.The horizontal coordinates were scaled from a map and have
 LF0608.an estimated accuracy of +/- 6 seconds.
 LF0608
 LF0608.The orthometric height was determined by differential leveling and
 LF0608.adjusted by the NATIONAL GEODETIC SURVEY
 LF0608.in June 1991.
 LF0608
 LF0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0608.GEOID18 height accuracy estimate available here.
 LF0608
 LF0608.Click photographs - Photos may exist for this station.
 LF0608
 LF0608.The dynamic height is computed by dividing the NAVD 88
 LF0608.geopotential number by the normal gravity value computed on the
 LF0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0608.degrees latitude (g = 980.6199 gals.).
 LF0608
 LF0608.The modeled gravity was interpolated from observed gravity values.
 LF0608
 LF0608;                    North         East    Units  Estimated Accuracy
 LF0608;SPC NE       -    53,570.      868,190.      MT  (+/- 180 meters Scaled)
 LF0608
 LF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE727570(NAD 83)
 LF0608
 LF0608                          SUPERSEDED SURVEY CONTROL
 LF0608
 LF0608  NGVD 29 (??/??/92)  338.122  (m)         1109.32   (f) ADJ UNCH    2 0
 LF0608
 LF0608.Superseded values are not recommended for survey control.
 LF0608
 LF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0608.See file dsdata.pdf to determine how the superseded data were derived.
 LF0608
 LF0608_MARKER: DB = BENCH MARK DISK
 LF0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0608_STAMPING: V 260 1947
 LF0608_MARK LOGO: CGS
 LF0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0608+STABILITY: SURFACE MOTION
 LF0608
 LF0608  HISTORY     - Date     Condition        Report By
 LF0608  HISTORY     - 1947     MONUMENTED       CGS
 LF0608  HISTORY     - 20080916 MARK NOT FOUND   INDIV
 LF0608
 LF0608                          STATION DESCRIPTION
 LF0608
 LF0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0608'1 MI SE FROM SHUBERT.
 LF0608'0.4 MILE SOUTH ALONG MAIN STREET AND 0.6 MILE EAST ALONG STATE
 LF0608'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, IN THE SOUTHEAST
 LF0608'ANGLE OF THE CROSSING OF STATE HIGHWAY NO. 62 AND STATE HIGHWAY
 LF0608'NO. 67, 60.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 62,
 LF0608'37.0 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 67, 27.0 FEET
 LF0608'SOUTH OF A POWER LINE POLE, 5.3 FEET EAST OF A TELEPHONE POLE,
 LF0608'1.2 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LF0608'THE SAME ELEVATION AS THE HIGHWAYS AND PROJECTING 0.2 FOOT.
 LF0608
 LF0608                          STATION RECOVERY (2008)
 LF0608
 LF0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0608'LOCATION OF MARK IS NOW A ROADSIDE DITCH.  DURING RECONSTRUCTION OF
 LF0608'HIGHWAY GRADING WAS DONE AND MARK SEEMS TO HAVE BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0861 ***********************************************************************
 NM0861  DESIGNATION -  V 261
 NM0861  PID         -  NM0861
 NM0861  STATE/COUNTY-  NE/DAKOTA
 NM0861  COUNTRY     -  US
 NM0861  USGS QUAD   -  WATERBURY (2017)
 NM0861
 NM0861                         *CURRENT SURVEY CONTROL
 NM0861  ______________________________________________________________________
 NM0861* NAD 83(1986) POSITION- 42 29 38.     (N) 096 39 47.     (W)   SCALED
 NM0861* NAVD 88 ORTHO HEIGHT -   368.050 (meters)     1207.51  (feet) ADJUSTED
 NM0861  ______________________________________________________________________
 NM0861  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM0861  DYNAMIC HEIGHT  -        367.934 (meters)     1207.13  (feet) COMP
 NM0861  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 NM0861
 NM0861  VERT ORDER      -  SECOND    CLASS 0
 NM0861
 NM0861.The horizontal coordinates were scaled from a map and have
 NM0861.an estimated accuracy of +/- 6 seconds.
 NM0861
 NM0861.The orthometric height was determined by differential leveling and
 NM0861.adjusted by the NATIONAL GEODETIC SURVEY
 NM0861.in June 1991.
 NM0861
 NM0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0861.GEOID18 height accuracy estimate available here.
 NM0861
 NM0861.Click photographs - Photos may exist for this station.
 NM0861
 NM0861.The dynamic height is computed by dividing the NAVD 88
 NM0861.geopotential number by the normal gravity value computed on the
 NM0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0861.degrees latitude (g = 980.6199 gals.).
 NM0861
 NM0861.The modeled gravity was interpolated from observed gravity values.
 NM0861
 NM0861;                    North         East    Units  Estimated Accuracy
 NM0861;SPC NE       -   300,700.      774,200.      MT  (+/- 180 meters Scaled)
 NM0861
 NM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN920072(NAD 83)
 NM0861
 NM0861                          SUPERSEDED SURVEY CONTROL
 NM0861
 NM0861  NGVD 29 (??/??/92)  367.877  (m)         1206.94   (f) ADJ UNCH    2 0
 NM0861
 NM0861.Superseded values are not recommended for survey control.
 NM0861
 NM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0861.See file dsdata.pdf to determine how the superseded data were derived.
 NM0861
 NM0861_MARKER: DB = BENCH MARK DISK
 NM0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0861_STAMPING: V 261 1948
 NM0861_MARK LOGO: CGS
 NM0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0861+STABILITY: SURFACE MOTION
 NM0861
 NM0861  HISTORY     - Date     Condition        Report By
 NM0861  HISTORY     - 1948     MONUMENTED       CGS
 NM0861
 NM0861                          STATION DESCRIPTION
 NM0861
 NM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0861'2.2 MI NW FROM WILLIS.
 NM0861'2.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM THE JUNCTION
 NM0861'WITH U.S. HIGHWAY NO. 20 AT WILLIS, 34.0 FEET SOUTHWEST OF THE
 NM0861'CENTER LINE OF THE HIGHWAY, 7.0 FEET WEST OF A POINT ON THE
 NM0861'PROJECTED CENTER LINE OF THE ROAD LEADING NORTH, 2.5 FEET
 NM0861'SOUTHEAST OF A 3-WAY CORNER FENCE POST, 1.8 FEET EAST OF A
 NM0861'NORTH-SOUTH FENCE, 1.5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 NM0861'FENCE, ABOUT 3.0 FEET BELOW ROAD LEVEL, 1.4 FEET NORTHWEST OF A
 NM0861'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0861'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1584 ***********************************************************************
 NM1584  DESIGNATION -  V 261 RESET
 NM1584  PID         -  NM1584
 NM1584  STATE/COUNTY-  NE/DAKOTA
 NM1584  COUNTRY     -  US
 NM1584  USGS QUAD   -  WATERBURY (2017)
 NM1584
 NM1584                         *CURRENT SURVEY CONTROL
 NM1584  ______________________________________________________________________
 NM1584* NAD 83(1986) POSITION- 42 29 38.74   (N) 096 39 44.71   (W)   HD_HELD1
 NM1584* NAVD 88 ORTHO HEIGHT -   368.15  (+/-2cm)     1207.8   (feet) VERTCON
 NM1584  ______________________________________________________________________
 NM1584  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 NM1584  VERT ORDER      -  THIRD (See Below)
 NM1584
 NM1584.The horizontal coordinates were determined by differentially corrected
 NM1584.hand held GPS observations or other comparable positioning techniques
 NM1584.and have an estimated accuracy of +/- 3 meters.
 NM1584
 NM1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1584
 NM1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1584.GEOID18 height accuracy estimate available here.
 NM1584
 NM1584.The vertical order pertains to the NGVD 29 superseded value.
 NM1584
 NM1584.Click photographs - Photos may exist for this station.
 NM1584
 NM1584;                    North         East    Units  Estimated Accuracy
 NM1584;SPC NE       -   300,721.2     774,250.7     MT  (+/- 3 meters HH1 GPS) 
 NM1584
 NM1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9209207285(NAD 83)
 NM1584
 NM1584                          SUPERSEDED SURVEY CONTROL
 NM1584
 NM1584  NGVD 29 (01/31/13)  367.98   (m)         1207.3    (f) RESET       3  
 NM1584
 NM1584.Superseded values are not recommended for survey control.
 NM1584
 NM1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1584.See file dsdata.pdf to determine how the superseded data were derived.
 NM1584
 NM1584_MARKER: DV = VERTICAL CONTROL DISK
 NM1584_STAMPING: V 261 RESET 1975
 NM1584_MARK LOGO: NGS
 NM1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1584+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM1584
 NM1584  HISTORY     - Date     Condition        Report By
 NM1584  HISTORY     - 1975     MONUMENTED       NGS
 NM1584  HISTORY     - 20200924 POOR             NEGS
 NM1584
 NM1584                          STATION DESCRIPTION
 NM1584
 NM1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1584'2.1 MI NW FROM WILLIS.
 NM1584'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 NM1584'STATE HIGHWAY 12 AND U.S. HIGHWAY 20 AT THE VILLAGE OF WILLIS, 100
 NM1584'FEET NORTH OF THE CENTER OF HIGHWAY 12, AND ABOUT 300 FEET EAST OF A
 NM1584'SIDE ROAD LEADING NORTH, AND A 4-INCH CAST ALUMINUM BENCH MARK.
 NM1584'THE MARK IS 1 FT  E FROM A WITNESS POST.
 NM1584
 NM1584                          STATION RECOVERY (2020)
 NM1584
 NM1584'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1584'MONUMENT FOUND BUT IS NOT STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0622 ***********************************************************************
 LF0622  DESIGNATION -  V 266
 LF0622  PID         -  LF0622
 LF0622  STATE/COUNTY-  NE/RICHARDSON
 LF0622  COUNTRY     -  US
 LF0622  USGS QUAD   -  BARADA (2017)
 LF0622
 LF0622                         *CURRENT SURVEY CONTROL
 LF0622  ______________________________________________________________________
 LF0622* NAD 83(1986) POSITION- 40 10 36.1    (N) 095 31 16.4    (W)   HD_HELD2
 LF0622* NAVD 88 ORTHO HEIGHT -   316.297 (meters)     1037.72  (feet) ADJUSTED
 LF0622  ______________________________________________________________________
 LF0622  GEOID HEIGHT    -        -30.522 (meters)                     GEOID18
 LF0622  DYNAMIC HEIGHT  -        316.123 (meters)     1037.15  (feet) COMP
 LF0622  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 LF0622
 LF0622  VERT ORDER      -  SECOND    CLASS 0
 LF0622
 LF0622.The horizontal coordinates were established by autonomous hand held GPS
 LF0622.observations and have an estimated accuracy of +/- 10 meters.
 LF0622
 LF0622.The orthometric height was determined by differential leveling and
 LF0622.adjusted by the NATIONAL GEODETIC SURVEY
 LF0622.in June 1991.
 LF0622
 LF0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0622.GEOID18 height accuracy estimate available here.
 LF0622
 LF0622.Click photographs - Photos may exist for this station.
 LF0622
 LF0622.The dynamic height is computed by dividing the NAVD 88
 LF0622.geopotential number by the normal gravity value computed on the
 LF0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0622.degrees latitude (g = 980.6199 gals.).
 LF0622
 LF0622.The modeled gravity was interpolated from observed gravity values.
 LF0622
 LF0622;                    North         East    Units  Estimated Accuracy
 LF0622;SPC NE       -    48,003.      881,273.      MT  (+/- 10 meters HH2 GPS)
 LF0622
 LF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8533350417(NAD 83)
 LF0622
 LF0622                          SUPERSEDED SURVEY CONTROL
 LF0622
 LF0622  NGVD 29 (??/??/92)  316.227  (m)         1037.49   (f) ADJ UNCH    2 0
 LF0622
 LF0622.Superseded values are not recommended for survey control.
 LF0622
 LF0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0622.See file dsdata.pdf to determine how the superseded data were derived.
 LF0622
 LF0622_MARKER: DB = BENCH MARK DISK
 LF0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0622_SP_SET: CULVERT HEADWALL
 LF0622_STAMPING: V 266 1947
 LF0622_MARK LOGO: CGS
 LF0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0622+STABILITY: SURFACE MOTION
 LF0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0622+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 LF0622
 LF0622  HISTORY     - Date     Condition        Report By
 LF0622  HISTORY     - 1947     MONUMENTED       CGS
 LF0622  HISTORY     - 20080925 GOOD             INDIV
 LF0622  HISTORY     - 20120611 GOOD             INDIV
 LF0622  HISTORY     - 20130619 GOOD             JEOCON
 LF0622
 LF0622                          STATION DESCRIPTION
 LF0622
 LF0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0622'9.6 MI N FROM PRESTON.
 LF0622'9.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0622'AND QUINCY RAILROAD STATION AT PRESTON, 0.1 MILE OF AN
 LF0622'EAST-WEST CROSS ROAD, 116.0 FEET SOUTH OF A POINT IN LINE WITH
 LF0622'THE CENTER OF A PRIVATE DRIVE-WAY LEADING WEST TO A FARM HOUSE,
 LF0622'15.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, SET IN THE TOP
 LF0622'OF AND 3.0 FEET SOUTH OF THE NORTH END OF THE EAST HEAD WALL OF A
 LF0622'4X5X8-FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT 1.5 FOOT
 LF0622'ABOVE THE ROAD.
 LF0622
 LF0622                          STATION RECOVERY (2008)
 LF0622
 LF0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0622'DRIVE AND HOUSE TO WEST HAVE BEEN REMOVED, BUT REMAINDER OF RECOVERY
 LF0622'IS ADEQUATE
 LF0622
 LF0622                          STATION RECOVERY (2012)
 LF0622
 LF0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LF0622'FOUND IN GOOD CONDITION,MARK IS 500 FT. NORTH OF COUNTY ROAD 714, 15
 LF0622'FT. EAST OF COUNTY ROAD 656 AV., 600 SOUTH OF HOUSE DRIVE ENTRANCE
 LF0622'NO.71420 (EAST).
 LF0622
 LF0622                          STATION RECOVERY (2013)
 LF0622
 LF0622'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (JEO)
 LF0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0657 ***********************************************************************
 LF0657  DESIGNATION -  V 267
 LF0657  PID         -  LF0657
 LF0657  STATE/COUNTY-  NE/RICHARDSON
 LF0657  COUNTRY     -  US
 LF0657  USGS QUAD   -  BARADA (2017)
 LF0657
 LF0657                         *CURRENT SURVEY CONTROL
 LF0657  ______________________________________________________________________
 LF0657* NAD 83(1986) POSITION- 40 08 41.9    (N) 095 30 29.5    (W)   HD_HELD2
 LF0657* NAVD 88 ORTHO HEIGHT -   303.357 (meters)      995.26  (feet) ADJUSTED
 LF0657  ______________________________________________________________________
 LF0657  GEOID HEIGHT    -        -30.562 (meters)                     GEOID18
 LF0657  DYNAMIC HEIGHT  -        303.189 (meters)      994.71  (feet) COMP
 LF0657  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 LF0657
 LF0657  VERT ORDER      -  SECOND    CLASS 0
 LF0657
 LF0657.The horizontal coordinates were established by autonomous hand held GPS
 LF0657.observations and have an estimated accuracy of +/- 10 meters.
 LF0657
 LF0657.The orthometric height was determined by differential leveling and
 LF0657.adjusted by the NATIONAL GEODETIC SURVEY
 LF0657.in June 1991.
 LF0657
 LF0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0657.GEOID18 height accuracy estimate available here.
 LF0657
 LF0657.Click photographs - Photos may exist for this station.
 LF0657
 LF0657.The dynamic height is computed by dividing the NAVD 88
 LF0657.geopotential number by the normal gravity value computed on the
 LF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0657.degrees latitude (g = 980.6199 gals.).
 LF0657
 LF0657.The modeled gravity was interpolated from observed gravity values.
 LF0657
 LF0657;                    North         East    Units  Estimated Accuracy
 LF0657;SPC NE       -    44,543.      882,564.      MT  (+/- 10 meters HH2 GPS)
 LF0657
 LF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8634346864(NAD 83)
 LF0657
 LF0657                          SUPERSEDED SURVEY CONTROL
 LF0657
 LF0657  NGVD 29 (??/??/92)  303.288  (m)          995.04   (f) ADJ UNCH    2 0
 LF0657
 LF0657.Superseded values are not recommended for survey control.
 LF0657
 LF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0657.See file dsdata.pdf to determine how the superseded data were derived.
 LF0657
 LF0657_MARKER: DB = BENCH MARK DISK
 LF0657_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0657_SP_SET: CULVERT HEADWALL
 LF0657_STAMPING: V 267 1947
 LF0657_MARK LOGO: CGS
 LF0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0657+STABILITY: SURFACE MOTION
 LF0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0657+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 LF0657
 LF0657  HISTORY     - Date     Condition        Report By
 LF0657  HISTORY     - 1947     MONUMENTED       CGS
 LF0657  HISTORY     - 20120611 GOOD             INDIV
 LF0657
 LF0657                          STATION DESCRIPTION
 LF0657
 LF0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0657'10.8 MI E FROM VERDON.
 LF0657'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 5.2 MILES EAST
 LF0657'ALONG A GRAVEL AND DIRT ROAD FROM THE MISSOURI PACIFIC RAILROAD
 LF0657'STATION AT VERDON, AT THE CROSSING OF A SMALL CREEK AND AT THE
 LF0657'JUNCTION OF A PRIVATE ROAD LEADING NORTH, 15.0 FEET SOUTH OF
 LF0657'THE CENTER OF THE MAIN ROAD, SET IN THE TOP OF AND 6.3 FEET
 LF0657'WEST OF THE EAST END OF THE SOUTH HEAD WAL OF AN 8 X 8 X 16
 LF0657'FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT 1 FOOT BELOW THE
 LF0657'ROAD.
 LF0657
 LF0657                          STATION RECOVERY (2012)
 LF0657
 LF0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LF0657'FOUND IN GOOD CONDITION, 27 FT. EAST OF CENTERLINE OF FARM DRIVE
 LF0657'NO.65664 (NORTH), 2.5 FT. LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0212 ***********************************************************************
 LH0212  DESIGNATION -  V 268
 LH0212  PID         -  LH0212
 LH0212  STATE/COUNTY-  NE/NUCKOLLS
 LH0212  COUNTRY     -  US
 LH0212  USGS QUAD   -  BOSTWICK (2017)
 LH0212
 LH0212                         *CURRENT SURVEY CONTROL
 LH0212  ______________________________________________________________________
 LH0212* NAD 83(1995) POSITION- 40 02 48.63904(N) 098 11 07.12244(W)   ADJUSTED
 LH0212* NAD 83(1995) ELLIP HT-   462.869 (meters)        (06/27/02)   ADJUSTED
 LH0212* NAVD 88 ORTHO HEIGHT -   488.915 (meters)     1604.05  (feet) ADJUSTED
 LH0212  ______________________________________________________________________
 LH0212  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 LH0212  NAD 83(1995) X  -   -696,174.390 (meters)                     COMP
 LH0212  NAD 83(1995) Y  - -4,839,904.237 (meters)                     COMP
 LH0212  NAD 83(1995) Z  -  4,082,266.484 (meters)                     COMP
 LH0212  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 LH0212  DYNAMIC HEIGHT  -        488.628 (meters)     1603.11  (feet) COMP
 LH0212  MODELED GRAVITY -    980,023.7   (mgal)                       NAVD 88
 LH0212
 LH0212  HORZ ORDER      -  FIRST
 LH0212  VERT ORDER      -  FIRST     CLASS II
 LH0212  ELLP ORDER      -  FOURTH    CLASS I
 LH0212
 LH0212.The horizontal coordinates were established by GPS observations
 LH0212.and adjusted by the National Geodetic Survey in August 1997.
 LH0212
 LH0212.The orthometric height was determined by differential leveling and
 LH0212.adjusted by the NATIONAL GEODETIC SURVEY
 LH0212.in June 1991.
 LH0212
 LH0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0212.GEOID18 height accuracy estimate available here.
 LH0212
 LH0212.Click photographs - Photos may exist for this station.
 LH0212
 LH0212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0212
 LH0212.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0212
 LH0212.The ellipsoidal height was determined by GPS observations
 LH0212.and is referenced to NAD 83.
 LH0212
 LH0212.The dynamic height is computed by dividing the NAVD 88
 LH0212.geopotential number by the normal gravity value computed on the
 LH0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0212.degrees latitude (g = 980.6199 gals.).
 LH0212
 LH0212.The modeled gravity was interpolated from observed gravity values.
 LH0212
 LH0212. The following values were computed from the NAD 83(1995) position.
 LH0212
 LH0212;                    North         East     Units Scale Factor Converg.
 LH0212;SPC NE       -    25,332.586   654,842.685   MT  0.99997916   +1 12 09.3
 LH0212;SPC NE       -    83,111.99  2,148,429.71   sFT  0.99997916   +1 12 09.3
 LH0212;UTM  14      - 4,433,274.389   569,494.406   MT  0.99965945   +0 31 27.1
 LH0212
 LH0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0212!SPC NE       -   0.99992739  x   0.99997916  =   0.99990655
 LH0212!UTM  14      -   0.99992739  x   0.99965945  =   0.99958687
 LH0212
 LH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6949433274(NAD 83)
 LH0212
 LH0212                          SUPERSEDED SURVEY CONTROL
 LH0212
 LH0212  ELLIP H (08/18/97)  462.919  (m)                       GP(       ) 4 1
 LH0212  NAD 83(1986)-  40 02 48.64503(N)    098 11 07.12074(W) AD(       ) 1
 LH0212  NGVD 29 (??/??/92)  488.730  (m)         1603.44   (f) ADJ UNCH    1 2
 LH0212  NGVD 29 (02/23/90)  489.     (m)  RAPSU86  model used  GPS OBS        
 LH0212
 LH0212.Superseded values are not recommended for survey control.
 LH0212
 LH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0212.See file dsdata.pdf to determine how the superseded data were derived.
 LH0212
 LH0212_MARKER: DB = BENCH MARK DISK
 LH0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0212_SP_SET: BOX CULVERT HEADWALL
 LH0212_STAMPING: V 268 1947
 LH0212_MARK LOGO: CGS
 LH0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0212+STABILITY: SURFACE MOTION
 LH0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0212+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LH0212
 LH0212  HISTORY     - Date     Condition        Report By
 LH0212  HISTORY     - 1947     MONUMENTED       CGS
 LH0212  HISTORY     - 19890403 GOOD             NGS
 LH0212
 LH0212                          STATION DESCRIPTION
 LH0212
 LH0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0212'AT BOSTWICK.
 LH0212'AT BOSTWICK, 142.0 FEET NORTHEAST OF THE CHICAGO, BURLINGTON
 LH0212'AND QUINCY RAILROAD STATION, 99.7 FEET NORTH OF THE NORTH RAIL
 LH0212'OF THE MAIN TRACK, AT A GRAVEL ROAD INTERSECTION, 34.0 FEET
 LH0212'SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 27.0 FEET EAST
 LH0212'OF THE CENTER OF THE NORTH-SOUTH ROAD, SET IN TOP OF THE NORTHEAST
 LH0212'END OF THE SOUTHEAST HEADWALL OF A 4 X 5 FOOT CONCRETE CULVERT
 LH0212'WHICH RUNS DIAGONALLY UNDER THE ROAD INTERSECTION, ABOUT 3 FEET
 LH0212'BELOW THE ROADS.
 LH0212
 LH0212                          STATION RECOVERY (1989)
 LH0212
 LH0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0212'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) WEST OF SUPERIOR, 4.8
 LH0212'KM (3.00 MI) NORTH OF THE KANSAS-NEBRASKA STATE LINE, IN THE BOSTWICK
 LH0212'COMMUNITY, IN THE SOUTHEAST ANGLE OF A DIRT ROAD JUNCTION AT THE SOUTH
 LH0212'EDGE OF THE COMMUNITY, IN THE NORTHEAST END OF A CONCRETE BOX CULVERT.
 LH0212'OWNERSHIP--NUCKOLLS COUNTY.
 LH0212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LH0212'HIGHWAY 14, LOCATED 8 KM (4.95 MI) NORTH OF SUPERIOR, GO WEST ON
 LH0212'HIGHWAY 136 FOR 9.66 KM (6.00 MI) TO A DIRT CROSSROAD.  TURN LEFT AND
 LH0212'GO SOUTH FOR 4.83 KM (3.00 MI) TO A T-ROAD.  TURN RIGHT AND GO WEST
 LH0212'FOR 0.48 KM (0.30 MI) TO A CROSSROAD AND THE STATION ON THE LEFT.
 LH0212'THE STATION MARK IS SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 LH0212'CULVERT HEADWALL, 10.5 M (34.4 FT) SOUTHWEST OF THE MAIN DIRT ROAD
 LH0212'CENTER, 6.8 M (22.3 FT) EAST OF THE ROAD CENTER LEADING TO THE
 LH0212'RAILROAD TRACK AND 1 M (3.3 FT) LOWER THAN THE ROAD JUNCTION.
 LH0212'DESCRIBED BY R.D.BALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0049 ***********************************************************************
 LH0049  DESIGNATION -  V 269
 LH0049  PID         -  LH0049
 LH0049  STATE/COUNTY-  NE/HALL
 LH0049  COUNTRY     -  US
 LH0049  USGS QUAD   -  DONIPHAN (2017)
 LH0049
 LH0049                         *CURRENT SURVEY CONTROL
 LH0049  ______________________________________________________________________
 LH0049* NAD 83(1986) POSITION- 40 52 22.85   (N) 098 22 07.44   (W)   HD_HELD1
 LH0049* NAVD 88 ORTHO HEIGHT -   569.689 (meters)     1869.05  (feet) ADJUSTED
 LH0049  ______________________________________________________________________
 LH0049  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 LH0049  DYNAMIC HEIGHT  -        569.387 (meters)     1868.06  (feet) COMP
 LH0049  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 LH0049
 LH0049  VERT ORDER      -  FIRST     CLASS II
 LH0049
 LH0049.The horizontal coordinates were determined by differentially corrected
 LH0049.hand held GPS observations or other comparable positioning techniques
 LH0049.and have an estimated accuracy of +/- 3 meters.
 LH0049
 LH0049.The orthometric height was determined by differential leveling and
 LH0049.adjusted by the NATIONAL GEODETIC SURVEY
 LH0049.in May 1993.
 LH0049
 LH0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0049.GEOID18 height accuracy estimate available here.
 LH0049
 LH0049.Click photographs - Photos may exist for this station.
 LH0049
 LH0049.The dynamic height is computed by dividing the NAVD 88
 LH0049.geopotential number by the normal gravity value computed on the
 LH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0049.degrees latitude (g = 980.6199 gals.).
 LH0049
 LH0049.The modeled gravity was interpolated from observed gravity values.
 LH0049
 LH0049;                    North         East    Units  Estimated Accuracy
 LH0049;SPC NE       -   116,729.7     637,463.2     MT  (+/- 3 meters HH1 GPS) 
 LH0049
 LH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5319224852(NAD 83)
 LH0049
 LH0049                          SUPERSEDED SURVEY CONTROL
 LH0049
 LH0049  NAVD 88 (06/15/91)  569.685  (m)         1869.04   (f) SUPERSEDED  1 2
 LH0049  NGVD 29 (02/14/92)  569.441  (m)         1868.24   (f) ADJUSTED    1 2
 LH0049  NGVD 29 (??/??/87)  569.441  (m)         1868.24   (f) SUPERSEDED  1 2
 LH0049
 LH0049.Superseded values are not recommended for survey control.
 LH0049
 LH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0049.See file dsdata.pdf to determine how the superseded data were derived.
 LH0049
 LH0049_MARKER: DB = BENCH MARK DISK
 LH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0049_STAMPING: V 269 1947
 LH0049_MARK LOGO: CGS
 LH0049_PROJECTION: FLUSH
 LH0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0049+STABILITY: SURFACE MOTION
 LH0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0049+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2019
 LH0049
 LH0049  HISTORY     - Date     Condition        Report By
 LH0049  HISTORY     - 1947     MONUMENTED       CGS
 LH0049  HISTORY     - 19910924 GOOD             NGS
 LH0049  HISTORY     - 20161011 GOOD             ALBECO
 LH0049  HISTORY     - 20190809 GOOD             NE-109
 LH0049
 LH0049                          STATION DESCRIPTION
 LH0049
 LH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0049'4.4 MI S FROM GRAND ISLAND.
 LH0049'4.4 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0049'AT GRAND ISLAND, AT A ROAD CROSSING, 126.0 FEET SOUTH OF THE
 LH0049'CENTER LINE OF THE ROAD, 119.1 FEET SOUTHWEST OF AND ACROSS
 LH0049'THE TRACK FROM THE NINTH POLE NORTH OF MILEPOST 247, 81.2 FEET
 LH0049'NORTH OF A POINT IN LINE WITH THE NORTH ROW OF POLES OF A
 LH0049'DOUBLE ROW OF TRANSMISSION LINE POLES, 76.3 FEET SOUTH OF THE
 LH0049'FIRST POWER POLE SOUTH OF THE ROAD CROSSING, 47.3 FEET WEST
 LH0049'OF THE WEST TRACK AND 1.0 FOOT HIGHER, 3.1 FEET SOUTH OF A
 LH0049'REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 LH0049'CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE
 LH0049'GROUND.
 LH0049
 LH0049                          STATION RECOVERY (1991)
 LH0049
 LH0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0049'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0049'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI) EASTERLY
 LH0049'ALONG SCHIMMER DRIVE, 38.4 M (126.0 FT) SOUTH OF THE CENTERLINE OF
 LH0049'THE DRIVE, 34.4 M (112.9 FT) NORTH OF A UTILITY POLE, 14.3 M (46.9
 LH0049'FT) WEST OF AND LEVEL WITH THE NEAR RAIL, 0.3 M (1.0 FT) EAST OF A
 LH0049'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0049'SURFACE.
 LH0049
 LH0049                          STATION RECOVERY (2016)
 LH0049
 LH0049'RECOVERY NOTE BY ALFRED BENESCH & COMPANY 2016 (JPH)
 LH0049'RECOVERED IN GOOD CONDITION.
 LH0049
 LH0049                          STATION RECOVERY (2019)
 LH0049
 LH0049'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0272 ***********************************************************************
 NO0272  DESIGNATION -  V 27
 NO0272  PID         -  NO0272
 NO0272  STATE/COUNTY-  NE/CHERRY
 NO0272  COUNTRY     -  US
 NO0272  USGS QUAD   -  WHITMAN NW (2017)
 NO0272
 NO0272                         *CURRENT SURVEY CONTROL
 NO0272  ______________________________________________________________________
 NO0272* NAD 83(1986) POSITION- 42 10 30.14   (N) 101 43 51.39   (W)   HD_HELD1
 NO0272* NAVD 88 ORTHO HEIGHT -  1151.913 (meters)     3779.23  (feet) ADJUSTED
 NO0272  ______________________________________________________________________
 NO0272  GEOID HEIGHT    -        -19.202 (meters)                     GEOID18
 NO0272  DYNAMIC HEIGHT  -       1151.293 (meters)     3777.20  (feet) COMP
 NO0272  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 NO0272
 NO0272  VERT ORDER      -  SECOND    CLASS 0
 NO0272
 NO0272.The horizontal coordinates were determined by differentially corrected
 NO0272.hand held GPS observations or other comparable positioning techniques
 NO0272.and have an estimated accuracy of +/- 3 meters.
 NO0272
 NO0272.The orthometric height was determined by differential leveling and
 NO0272.adjusted by the NATIONAL GEODETIC SURVEY
 NO0272.in June 1991.
 NO0272
 NO0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0272.GEOID18 height accuracy estimate available here.
 NO0272
 NO0272.Click photographs - Photos may exist for this station.
 NO0272
 NO0272.The dynamic height is computed by dividing the NAVD 88
 NO0272.geopotential number by the normal gravity value computed on the
 NO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0272.degrees latitude (g = 980.6199 gals.).
 NO0272
 NO0272.The modeled gravity was interpolated from observed gravity values.
 NO0272
 NO0272;                    North         East    Units  Estimated Accuracy
 NO0272;SPC NE       -   261,426.0     357,032.5     MT  (+/- 3 meters HH1 GPS) 
 NO0272
 NO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7444272821(NAD 83)
 NO0272
 NO0272                          SUPERSEDED SURVEY CONTROL
 NO0272
 NO0272  NGVD 29 (??/??/92) 1151.448  (m)         3777.71   (f) ADJ UNCH    2 0
 NO0272
 NO0272.Superseded values are not recommended for survey control.
 NO0272
 NO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0272.See file dsdata.pdf to determine how the superseded data were derived.
 NO0272
 NO0272_MARKER: DB = BENCH MARK DISK
 NO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0272_STAMPING: V 27 1934
 NO0272_MARK LOGO: CGS
 NO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0272+STABILITY: SURFACE MOTION
 NO0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0272+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 NO0272
 NO0272  HISTORY     - Date     Condition        Report By
 NO0272  HISTORY     - 1934     MONUMENTED       CGS
 NO0272  HISTORY     - 1948     GOOD             CGS
 NO0272  HISTORY     - 20100316 GOOD             NEDR
 NO0272  HISTORY     - 20200127 GOOD             NEGS
 NO0272  HISTORY     - 20200128 GOOD             NEGS
 NO0272
 NO0272                          STATION DESCRIPTION
 NO0272
 NO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0272'14.1 MI N FROM HYANNIS.
 NO0272'IN CHERRY COUNTY, 14.1 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0272'HYANNIS, GRANT COUNTY, 0.5 MILE SOUTHEAST OF COFFEE LAKE, 10 RODS
 NO0272'EAST OF THE PROPOSED RIGHT-OF-WAY, AT A JOG IN THE EAST-AND-WEST
 NO0272'FENCE, AND IN THE FENCE CORNER.  A STANDARD DISK, STAMPED V
 NO0272'27 1934 AND SET IN THE TOP OF A CONCRETE POST.  12.0 MILES
 NO0272'(AIR LINE) NORTH OF HYANNIS 2.1 MILES SOUTH-SOUTHEAST ALONG
 NO0272'A RANCH ROAD FROM ROTHWELL RANCH HOUSE, NEAR CENTER SECS. 3,
 NO0272'T. 25 N., R. 38 W., 750 FEET EAST OF RANCH ROAD.
 NO0272
 NO0272                          STATION RECOVERY (2010)
 NO0272
 NO0272'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2010 (DM)
 NO0272'TO REACH MARK FROM THE WEST JCT. OF STATE HIGHWAY 61 AND STATE HIGHWAY
 NO0272'2 IN HYANNIS,NE.,GO NORTHERLY ON HIGHWAY 61 FOR 12.95 MILES TO MARK ON
 NO0272'RIGHT.
 NO0272
 NO0272                          STATION RECOVERY (2020)
 NO0272
 NO0272'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 NO0272'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 61 AND NE. HIGHWAY 2 IN
 NO0272'HYANNIS, NE., GO NORTH ON HIGHWAY 61 FOR 13.15 MI (21.16 KM) TO MILE
 NO0272'POST 171+82 AND THE MARK ON THE RIGHT IN A PASTURE.
 NO0272'
 NO0272'IT IS 240 FT (73.2 M) SOUTH OF AN EAST-WEST FENCE LINE, 1.9 FT (0.6 M)
 NO0272'NORTH OF A METAL WITNESS POST, 2.2 FT (0.7 M) EAST OF A FIBERGLASS
 NO0272'WITNESS POST AND 380 FT (115.8 M) WEST OF THE CENTERLINE OF NE.
 NO0272'HIGHWAY 61.
 NO0272
 NO0272                          STATION RECOVERY (2020)
 NO0272
 NO0272'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 NO0272'TO REACH FROM THE WEST JUNCTION OF NE. HIGHWAY 61 NE. HIGHWAY 2 IN
 NO0272'HYANNIS, NE. - GO NORTH ON HIGHWAY 61 FOR APPROXIMATELY 13.15 MI
 NO0272'(21.16 KM) TO MILE POST 171.82 AND THE MARK ON THE RIGHT (EAST) IN A
 NO0272'PASTURE.
 NO0272'
 NO0272'IT IS 240 FT (73.2 M) SOUTH OF AN EAST-WEST FENCE LINE, 1.9 FT (0.6 M)
 NO0272'NORTH OF A WITNESS POST, 2.2 FT (0.7 M) EAST OF A FIBERGLASS WITNESS
 NO0272'POST AND 380 FT (115.8 M) WEST OF THE CENTERLINE OF NE. HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1420 ***********************************************************************
 NM1420  DESIGNATION -  V 270
 NM1420  PID         -  NM1420
 NM1420  STATE/COUNTY-  NE/KNOX
 NM1420  COUNTRY     -  US
 NM1420  USGS QUAD   -  TABOR SE (2017)
 NM1420
 NM1420                         *CURRENT SURVEY CONTROL
 NM1420  ______________________________________________________________________
 NM1420* NAD 83(1986) POSITION- 42 49 23.     (N) 097 36 10.     (W)   SCALED
 NM1420* NAVD 88 ORTHO HEIGHT -   434.441 (meters)     1425.33  (feet) ADJUSTED
 NM1420  ______________________________________________________________________
 NM1420  GEOID HEIGHT    -        -25.681 (meters)                     GEOID18
 NM1420  DYNAMIC HEIGHT  -        434.307 (meters)     1424.89  (feet) COMP
 NM1420  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 NM1420
 NM1420  VERT ORDER      -  SECOND    CLASS 0
 NM1420
 NM1420.The horizontal coordinates were scaled from a map and have
 NM1420.an estimated accuracy of +/- 6 seconds.
 NM1420
 NM1420.The orthometric height was determined by differential leveling and
 NM1420.adjusted by the NATIONAL GEODETIC SURVEY
 NM1420.in June 1991.
 NM1420
 NM1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1420.GEOID18 height accuracy estimate available here.
 NM1420
 NM1420.Click photographs - Photos may exist for this station.
 NM1420
 NM1420.The dynamic height is computed by dividing the NAVD 88
 NM1420.geopotential number by the normal gravity value computed on the
 NM1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1420.degrees latitude (g = 980.6199 gals.).
 NM1420
 NM1420.The modeled gravity was interpolated from observed gravity values.
 NM1420
 NM1420;                    North         East    Units  Estimated Accuracy
 NM1420;SPC NE       -   334,680.      695,990.      MT  (+/- 180 meters Scaled)
 NM1420
 NM1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN142421(NAD 83)
 NM1420
 NM1420                          SUPERSEDED SURVEY CONTROL
 NM1420
 NM1420  NGVD 29 (??/??/92)  434.226  (m)         1424.62   (f) ADJ UNCH    2 0
 NM1420
 NM1420.Superseded values are not recommended for survey control.
 NM1420
 NM1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1420.See file dsdata.pdf to determine how the superseded data were derived.
 NM1420
 NM1420_MARKER: DB = BENCH MARK DISK
 NM1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1420_STAMPING: V 270 1949
 NM1420_MARK LOGO: CGS
 NM1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1420+STABILITY: SURFACE MOTION
 NM1420
 NM1420  HISTORY     - Date     Condition        Report By
 NM1420  HISTORY     - 1949     MONUMENTED       CGS
 NM1420
 NM1420                          STATION DESCRIPTION
 NM1420
 NM1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1420'15.2 MI NW FROM CROFTON.
 NM1420'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1420'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1420'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1420'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1420'MILE WEST 0.3 MILE SOUTH 1.2 MILES WEST 0.2 MILE NORTH, 0.4 MILE
 NM1420'WEST AND 1.2 MILES SOUTH ALONG A DIRT ROAD, AT THE TOP OF A HILL
 NM1420'WHICH OVERLOOKS A LARGE RAVINE TOWARDS THE NORTHWEST AND A DIRT
 NM1420'TRAIL LEADING NORTHWEST ALONG THE NORTH EDGE OF THE RAVINE, 19
 NM1420'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF A
 NM1420'FENCE LINE, 71.6 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE
 NM1420'SOUTH END OF A WIRE GATE, 1.4 FEET SOUTH OF A REFERENCE POST, AND
 NM1420'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1420'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1389 ***********************************************************************
 NM1389  DESIGNATION -  V 271 RESET
 NM1389  PID         -  NM1389
 NM1389  STATE/COUNTY-  NE/KNOX
 NM1389  COUNTRY     -  US
 NM1389  USGS QUAD   -  SANTEE (2017)
 NM1389
 NM1389                         *CURRENT SURVEY CONTROL
 NM1389  ______________________________________________________________________
 NM1389* NAD 83(1986) POSITION- 42 49 34.     (N) 097 51 09.     (W)   SCALED
 NM1389* NAVD 88 ORTHO HEIGHT -   442.80  (meters)     1452.8   (feet) RESET
 NM1389  ______________________________________________________________________
 NM1389  GEOID HEIGHT    -        -25.922 (meters)                     GEOID18
 NM1389  VERT ORDER      -  THIRD
 NM1389
 NM1389.The horizontal coordinates were scaled from a map and have
 NM1389.an estimated accuracy of +/- 6 seconds.
 NM1389
 NM1389.The orthometric height was computed from unverified reset data.
 NM1389
 NM1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1389.GEOID18 height accuracy estimate available here.
 NM1389
 NM1389.Click photographs - Photos may exist for this station.
 NM1389
 NM1389;                    North         East    Units  Estimated Accuracy
 NM1389;SPC NE       -   334,490.      675,570.      MT  (+/- 180 meters Scaled)
 NM1389
 NM1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN937421(NAD 83)
 NM1389
 NM1389                          SUPERSEDED SURVEY CONTROL
 NM1389
 NM1389.No superseded survey control is available for this station.
 NM1389
 NM1389_MARKER: DB = BENCH MARK DISK
 NM1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1389_STAMPING: V 271 RESET 1970
 NM1389_MARK LOGO: CGS
 NM1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1389+STABILITY: SURFACE MOTION
 NM1389
 NM1389  HISTORY     - Date     Condition        Report By
 NM1389  HISTORY     - 1970     MONUMENTED       NGS
 NM1389
 NM1389                          STATION DESCRIPTION
 NM1389
 NM1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1389'1 MI S FROM SANTEE.
 NM1389'ABOUT 1.05 MILES SOUTHWEST ALONG A NEW SURFACED ROAD FROM THE
 NM1389'COMMUNITY HALL AT SANTEE, ABOUT 150 FEET EAST-SOUTHEAST OF A
 NM1389'GATE ON THE WEST SIDE OF ROAD, 60 FEET EAST OF THE CENTER OF
 NM1389'THE NEW ROAD, 8.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 NM1389'FENCED AREA FOR HAY, 1 FOOT NORTH OF A METAL WITNESS POST, AND
 NM1389'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1051 ***********************************************************************
 NM1051  DESIGNATION -  V 272
 NM1051  PID         -  NM1051
 NM1051  STATE/COUNTY-  NE/CEDAR
 NM1051  COUNTRY     -  US
 NM1051  USGS QUAD   -  SAINT HELENA (2017)
 NM1051
 NM1051                         *CURRENT SURVEY CONTROL
 NM1051  ______________________________________________________________________
 NM1051* NAD 83(1986) POSITION- 42 47 38.     (N) 097 14 00.     (W)   SCALED
 NM1051* NAVD 88 ORTHO HEIGHT -   406.313 (meters)     1333.05  (feet) ADJUSTED
 NM1051  ______________________________________________________________________
 NM1051  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 NM1051  DYNAMIC HEIGHT  -        406.195 (meters)     1332.66  (feet) COMP
 NM1051  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 NM1051
 NM1051  VERT ORDER      -  SECOND    CLASS 0
 NM1051
 NM1051.The horizontal coordinates were scaled from a map and have
 NM1051.an estimated accuracy of +/- 6 seconds.
 NM1051
 NM1051.The orthometric height was determined by differential leveling and
 NM1051.adjusted by the NATIONAL GEODETIC SURVEY
 NM1051.in June 1991.
 NM1051
 NM1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1051.GEOID18 height accuracy estimate available here.
 NM1051
 NM1051.Click photographs - Photos may exist for this station.
 NM1051
 NM1051.The dynamic height is computed by dividing the NAVD 88
 NM1051.geopotential number by the normal gravity value computed on the
 NM1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1051.degrees latitude (g = 980.6199 gals.).
 NM1051
 NM1051.The modeled gravity was interpolated from observed gravity values.
 NM1051
 NM1051;                    North         East    Units  Estimated Accuracy
 NM1051;SPC NE       -   332,350.      726,290.      MT  (+/- 180 meters Scaled)
 NM1051
 NM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN444394(NAD 83)
 NM1051
 NM1051                          SUPERSEDED SURVEY CONTROL
 NM1051
 NM1051  NGVD 29 (??/??/92)  406.109  (m)         1332.38   (f) ADJ UNCH    2 0
 NM1051
 NM1051.Superseded values are not recommended for survey control.
 NM1051
 NM1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1051.See file dsdata.pdf to determine how the superseded data were derived.
 NM1051
 NM1051_MARKER: DB = BENCH MARK DISK
 NM1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1051_STAMPING: V 272 1949
 NM1051_MARK LOGO: CGS
 NM1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1051+STABILITY: SURFACE MOTION
 NM1051
 NM1051  HISTORY     - Date     Condition        Report By
 NM1051  HISTORY     - 1949     MONUMENTED       CGS
 NM1051
 NM1051                          STATION DESCRIPTION
 NM1051
 NM1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1051'1.9 MI SE FROM ST HELENA.
 NM1051'0.6 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH
 NM1051'AT ST. HELENA, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD,
 NM1051'THENCE 0.5 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM1051'OF STEPHEN KLUG, 21.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 NM1051'THE HOUSE, 20.6 FEET EAST OF THE SOUTHWEST CORNER POST OF THE YARD
 NM1051'FENCE, 16.0 FEET WEST OF THE CENTER OF THE YARD GATE, 1.3 FEET
 NM1051'SOUTH OF THE FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 NM1051'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0307 ***********************************************************************
 NN0307  DESIGNATION -  V 273
 NN0307  PID         -  NN0307
 NN0307  STATE/COUNTY-  NE/BOYD
 NN0307  COUNTRY     -  US
 NN0307  USGS QUAD   -  GROSS (2017)
 NN0307
 NN0307                         *CURRENT SURVEY CONTROL
 NN0307  ______________________________________________________________________
 NN0307* NAD 83(1986) POSITION- 42 53 11.     (N) 098 35 02.     (W)   SCALED
 NN0307* NAVD 88 ORTHO HEIGHT -   507.116 (meters)     1663.76  (feet) ADJUSTED
 NN0307  ______________________________________________________________________
 NN0307  GEOID HEIGHT    -        -25.861 (meters)                     GEOID18
 NN0307  DYNAMIC HEIGHT  -        506.933 (meters)     1663.16  (feet) COMP
 NN0307  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 NN0307
 NN0307  VERT ORDER      -  SECOND    CLASS 0
 NN0307
 NN0307.The horizontal coordinates were scaled from a map and have
 NN0307.an estimated accuracy of +/- 6 seconds.
 NN0307
 NN0307.The orthometric height was determined by differential leveling and
 NN0307.adjusted by the NATIONAL GEODETIC SURVEY
 NN0307.in June 1991.
 NN0307
 NN0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0307.GEOID18 height accuracy estimate available here.
 NN0307
 NN0307.Click photographs - Photos may exist for this station.
 NN0307
 NN0307.The dynamic height is computed by dividing the NAVD 88
 NN0307.geopotential number by the normal gravity value computed on the
 NN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0307.degrees latitude (g = 980.6199 gals.).
 NN0307
 NN0307.The modeled gravity was interpolated from observed gravity values.
 NN0307
 NN0307;                    North         East    Units  Estimated Accuracy
 NN0307;SPC NE       -   339,950.      615,670.      MT  (+/- 180 meters Scaled)
 NN0307
 NN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN339482(NAD 83)
 NN0307
 NN0307                          SUPERSEDED SURVEY CONTROL
 NN0307
 NN0307  NGVD 29 (??/??/92)  506.841  (m)         1662.86   (f) ADJ UNCH    2 0
 NN0307
 NN0307.Superseded values are not recommended for survey control.
 NN0307
 NN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0307.See file dsdata.pdf to determine how the superseded data were derived.
 NN0307
 NN0307_MARKER: DB = BENCH MARK DISK
 NN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0307_STAMPING: V 273 1949
 NN0307_MARK LOGO: CGS
 NN0307_PROJECTION: FLUSH
 NN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0307+STABILITY: SURFACE MOTION
 NN0307
 NN0307  HISTORY     - Date     Condition        Report By
 NN0307  HISTORY     - 1949     MONUMENTED       CGS
 NN0307
 NN0307                          STATION DESCRIPTION
 NN0307
 NN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0307'3 MI N FROM BRISTOW.
 NN0307'3.0 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0307'BRISTOW, IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, IN
 NN0307'THE SOUTHWEST CORNER OF THE ROSEDALE SCHOOLYARD, 105 FEET SOUTHWEST
 NN0307'OF THE SOUTHWEST CORNER OF THE BUILDING, 31 FEET NORTH OF THE
 NN0307'CENTER LINE OF THE EAST-WEST ROAD, 39 FEET EAST OF THE CENTER
 NN0307'LINE OF THE NORTH-SOUTH ROAD, 3.2 FEET EAST OF A CORNER FENCE
 NN0307'POST, 6.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH
 NN0307'OF A FENCE, 1.1 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 NN0307'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0920 ***********************************************************************
 NM0920  DESIGNATION -  V 274
 NM0920  PID         -  NM0920
 NM0920  STATE/COUNTY-  NE/DIXON
 NM0920  COUNTRY     -  US
 NM0920  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0920
 NM0920                         *CURRENT SURVEY CONTROL
 NM0920  ______________________________________________________________________
 NM0920* NAD 83(1986) POSITION- 42 36 02.     (N) 096 59 46.     (W)   SCALED
 NM0920* NAVD 88 ORTHO HEIGHT -   485.974 (meters)     1594.40  (feet) ADJUSTED
 NM0920  ______________________________________________________________________
 NM0920  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 NM0920  DYNAMIC HEIGHT  -        485.812 (meters)     1593.87  (feet) COMP
 NM0920  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 NM0920
 NM0920  VERT ORDER      -  SECOND    CLASS 0
 NM0920
 NM0920.The horizontal coordinates were scaled from a map and have
 NM0920.an estimated accuracy of +/- 6 seconds.
 NM0920
 NM0920.The orthometric height was determined by differential leveling and
 NM0920.adjusted by the NATIONAL GEODETIC SURVEY
 NM0920.in June 1991.
 NM0920
 NM0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0920.GEOID18 height accuracy estimate available here.
 NM0920
 NM0920.Click photographs - Photos may exist for this station.
 NM0920
 NM0920.The dynamic height is computed by dividing the NAVD 88
 NM0920.geopotential number by the normal gravity value computed on the
 NM0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0920.degrees latitude (g = 980.6199 gals.).
 NM0920
 NM0920.The modeled gravity was interpolated from observed gravity values.
 NM0920
 NM0920;                    North         East    Units  Estimated Accuracy
 NM0920;SPC NE       -   311,530.      746,430.      MT  (+/- 180 meters Scaled)
 NM0920
 NM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN643184(NAD 83)
 NM0920
 NM0920                          SUPERSEDED SURVEY CONTROL
 NM0920
 NM0920  NGVD 29 (??/??/92)  485.772  (m)         1593.74   (f) ADJ UNCH    2 0
 NM0920
 NM0920.Superseded values are not recommended for survey control.
 NM0920
 NM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0920.See file dsdata.pdf to determine how the superseded data were derived.
 NM0920
 NM0920_MARKER: DB = BENCH MARK DISK
 NM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0920_STAMPING: V 274 1949
 NM0920_MARK LOGO: CGS
 NM0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0920+STABILITY: SURFACE MOTION
 NM0920
 NM0920  HISTORY     - Date     Condition        Report By
 NM0920  HISTORY     - 1949     MONUMENTED       CGS
 NM0920
 NM0920                          STATION DESCRIPTION
 NM0920
 NM0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0920'6.6 MI S FROM MASKELL.
 NM0920'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0920'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0920'THENCE 6.3 MILES SOUTH ALONG A GRADED DIRT ROAD, AT A WINDMILL
 NM0920'ON THE TOP OF A HILL 0.2 MILE SOUTH OF THE FARM HOME OF L.E.
 NM0920'BOYCE, 53 FEET WEST OF THE CENTER LINE OF THE ROAD, 28.5 FEET
 NM0920'NORTH OF THE NORTHEAST LEG OF A WINDMILL, 11 FEET WEST OF THE
 NM0920'CENTER LINE OF A LANE, 1.0 FOOT WEST OF THE WEST LANE FENCE,
 NM0920'1.3 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0920'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0899 ***********************************************************************
 NM0899  DESIGNATION -  V 275
 NM0899  PID         -  NM0899
 NM0899  STATE/COUNTY-  NE/DIXON
 NM0899  COUNTRY     -  US
 NM0899  USGS QUAD   -  MASKELL (2017)
 NM0899
 NM0899                         *CURRENT SURVEY CONTROL
 NM0899  ______________________________________________________________________
 NM0899* NAD 83(1986) POSITION- 42 39 53.     (N) 096 56 25.     (W)   SCALED
 NM0899* NAVD 88 ORTHO HEIGHT -   412.607 (meters)     1353.69  (feet) ADJUSTED
 NM0899  ______________________________________________________________________
 NM0899  GEOID HEIGHT    -        -25.465 (meters)                     GEOID18
 NM0899  DYNAMIC HEIGHT  -        412.476 (meters)     1353.27  (feet) COMP
 NM0899  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 NM0899
 NM0899  VERT ORDER      -  SECOND    CLASS 0
 NM0899
 NM0899.The horizontal coordinates were scaled from a map and have
 NM0899.an estimated accuracy of +/- 6 seconds.
 NM0899
 NM0899.The orthometric height was determined by differential leveling and
 NM0899.adjusted by the NATIONAL GEODETIC SURVEY
 NM0899.in June 1991.
 NM0899
 NM0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0899.GEOID18 height accuracy estimate available here.
 NM0899
 NM0899.Click photographs - Photos may exist for this station.
 NM0899
 NM0899.The dynamic height is computed by dividing the NAVD 88
 NM0899.geopotential number by the normal gravity value computed on the
 NM0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0899.degrees latitude (g = 980.6199 gals.).
 NM0899
 NM0899.The modeled gravity was interpolated from observed gravity values.
 NM0899
 NM0899;                    North         East    Units  Estimated Accuracy
 NM0899;SPC NE       -   318,820.      750,760.      MT  (+/- 180 meters Scaled)
 NM0899
 NM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN687256(NAD 83)
 NM0899
 NM0899                          SUPERSEDED SURVEY CONTROL
 NM0899
 NM0899  NGVD 29 (??/??/92)  412.408  (m)         1353.04   (f) ADJ UNCH    2 0
 NM0899
 NM0899.Superseded values are not recommended for survey control.
 NM0899
 NM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0899.See file dsdata.pdf to determine how the superseded data were derived.
 NM0899
 NM0899_MARKER: DB = BENCH MARK DISK
 NM0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0899_STAMPING: V 275 1949
 NM0899_MARK LOGO: CGS
 NM0899_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0899+STABILITY: SURFACE MOTION
 NM0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0899+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 NM0899
 NM0899  HISTORY     - Date     Condition        Report By
 NM0899  HISTORY     - 1949     MONUMENTED       CGS
 NM0899  HISTORY     - 1962     GOOD             USGS
 NM0899  HISTORY     - 20201019 GOOD             NEGS
 NM0899
 NM0899                          STATION DESCRIPTION
 NM0899
 NM0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0899'3.6 MI SE FROM MASKELL.
 NM0899'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0899'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0899'ROAD, THENCE 2.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT
 NM0899'THE FARM HOME BELONGING TO MARY O CONNOR AND OCCUPIED BY HARRY
 NM0899'NELSON, 126 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 NM0899'ROAD, 23.0 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 NM0899'12 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.0 FOOT
 NM0899'EAST OF A FENCE, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST
 NM0899'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0899
 NM0899                          STATION RECOVERY (1962)
 NM0899
 NM0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0899'RECOVERED IN GOOD CONDITION.
 NM0899
 NM0899                          STATION RECOVERY (2020)
 NM0899
 NM0899'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0899'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND NE. HIGHWAY 15
 NM0899'NORTH, APPROXIMATELY 4.5 MI (7.2 KM) WEST OF NEWCASTLE, NE., GO
 NM0899'SOUTHEAST ON NE. HIGHWAY 12 FOR 1.2 MI (1.9 KM) TO MONUMENT ON THE
 NM0899'RIGHT (SOUTH) SIDE OF THE ROAD AT MILE POST 219.67.  THE MARK IS 98.72
 NM0899'FT (30.1 M) SOUTH OF NAIL IN A DISK IN CORNER FENCE POST, 28.64 FT
 NM0899'(8.7 M) SOUTHWEST OF NAIL IN A DISK IN THE TOP OF A FENCE POST, 31.62
 NM0899'FT (9.6 M) WEST OF THE NORTHWEST CORNER OF ROW MARKER, 201.7 FT (61.5
 NM0899'M) SOUTH OF THE CENTERLINE OF NE. HIGHWAY 12 AND 28.26 FT (8.6 M) WEST
 NM0899'OF NAIL IN A DISK IN THE TOP OF CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1587 ***********************************************************************
 NM1587  DESIGNATION -  V 276 RESET
 NM1587  PID         -  NM1587
 NM1587  STATE/COUNTY-  NE/DIXON
 NM1587  COUNTRY     -  US
 NM1587  USGS QUAD   -  BURBANK (2017)
 NM1587
 NM1587                         *CURRENT SURVEY CONTROL
 NM1587  ______________________________________________________________________
 NM1587* NAD 83(1986) POSITION- 42 42 10.     (N) 096 52 17.     (W)   SCALED
 NM1587* NAVD 88 ORTHO HEIGHT -   357.24  (meters)     1172.0   (feet) RESET
 NM1587  ______________________________________________________________________
 NM1587  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 NM1587  VERT ORDER      -  THIRD
 NM1587
 NM1587.The horizontal coordinates were scaled from a map and have
 NM1587.an estimated accuracy of +/- 6 seconds.
 NM1587
 NM1587.The orthometric height was computed from unverified reset data.
 NM1587
 NM1587.No vertical observational check was made to the station.
 NM1587
 NM1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1587.GEOID18 height accuracy estimate available here.
 NM1587
 NM1587.Click photographs - Photos may exist for this station.
 NM1587
 NM1587;                    North         East    Units  Estimated Accuracy
 NM1587;SPC NE       -   323,240.      756,250.      MT  (+/- 180 meters Scaled)
 NM1587
 NM1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN743300(NAD 83)
 NM1587
 NM1587                          SUPERSEDED SURVEY CONTROL
 NM1587
 NM1587  NGVD 29 (01/31/13)  357.05   (m)         1171.4    (f) RESET       3  
 NM1587
 NM1587.Superseded values are not recommended for survey control.
 NM1587
 NM1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1587.See file dsdata.pdf to determine how the superseded data were derived.
 NM1587
 NM1587_MARKER: DV = VERTICAL CONTROL DISK
 NM1587_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1587_STAMPING: V 276 RESET 1979
 NM1587_MARK LOGO: NGS
 NM1587_PROJECTION: FLUSH
 NM1587_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1587_ROD/PIPE-DEPTH: 1.22 meters
 NM1587
 NM1587  HISTORY     - Date     Condition        Report By
 NM1587  HISTORY     - 1979     MONUMENTED       NGS
 NM1587
 NM1587                          STATION DESCRIPTION
 NM1587
 NM1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NM1587'4.0 MI NNW FROM NEWCASTLE.
 NM1587'3.1 MILES NORTH AND NORTHEAST ALONG A GRAVELED ROAD FROM THE
 NM1587'SOUTHEAST CORNER OF THE NEWCASTLE CEMETERY IN NEWCASTLE, THENCE
 NM1587'LEFT AND NORTHWEST ALONG A GRAVELED ROAD FOR 1.0 MILE TO A HOUSE AND
 NM1587'THE MARK, 134.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 NM1587'EAST PORCH OF THE HOUSE, 5.0 FEET SOUTH OF A FENCE AND ON PRIVATE
 NM1587'PROPRTY OWNED BY M. JACOBS, TELEPHONE 402-342 7233, AND OCCUPIED
 NM1587'BY LEROY MEYER, TELEPHONE 402-355 2619.
 NM1587'THE MARK IS 1.4 FT  W FROM A WITNESS POST.
 NM1587'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1107 ***********************************************************************
 LF1107  DESIGNATION -  V 277
 LF1107  PID         -  LF1107
 LF1107  STATE/COUNTY-  NE/CASS
 LF1107  COUNTRY     -  US
 LF1107  USGS QUAD   -  MURRAY (2017)
 LF1107
 LF1107                         *CURRENT SURVEY CONTROL
 LF1107  ______________________________________________________________________
 LF1107* NAD 83(1986) POSITION- 40 54 01.     (N) 095 56 26.     (W)   SCALED
 LF1107* NAVD 88 ORTHO HEIGHT -   356.776 (meters)     1170.52  (feet) ADJUSTED
 LF1107  ______________________________________________________________________
 LF1107  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 LF1107  DYNAMIC HEIGHT  -        356.622 (meters)     1170.02  (feet) COMP
 LF1107  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 LF1107
 LF1107  VERT ORDER      -  SECOND    CLASS 0
 LF1107
 LF1107.The horizontal coordinates were scaled from a map and have
 LF1107.an estimated accuracy of +/- 6 seconds.
 LF1107
 LF1107.The orthometric height was determined by differential leveling and
 LF1107.adjusted by the NATIONAL GEODETIC SURVEY
 LF1107.in June 1991.
 LF1107
 LF1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1107.GEOID18 height accuracy estimate available here.
 LF1107
 LF1107.Click photographs - Photos may exist for this station.
 LF1107
 LF1107.The dynamic height is computed by dividing the NAVD 88
 LF1107.geopotential number by the normal gravity value computed on the
 LF1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1107.degrees latitude (g = 980.6199 gals.).
 LF1107
 LF1107.The modeled gravity was interpolated from observed gravity values.
 LF1107
 LF1107;                    North         East    Units  Estimated Accuracy
 LF1107;SPC NE       -   126,490.      841,830.      MT  (+/- 180 meters Scaled)
 LF1107
 LF1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523318(NAD 83)
 LF1107
 LF1107                          SUPERSEDED SURVEY CONTROL
 LF1107
 LF1107  NGVD 29 (??/??/92)  356.671  (m)         1170.18   (f) ADJ UNCH    2 0
 LF1107
 LF1107.Superseded values are not recommended for survey control.
 LF1107
 LF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1107.See file dsdata.pdf to determine how the superseded data were derived.
 LF1107
 LF1107_MARKER: DB = BENCH MARK DISK
 LF1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1107_STAMPING: V 277 1950
 LF1107_MARK LOGO: CGS
 LF1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1107+STABILITY: SURFACE MOTION
 LF1107
 LF1107  HISTORY     - Date     Condition        Report By
 LF1107  HISTORY     - 1950     MONUMENTED       CGS
 LF1107
 LF1107                          STATION DESCRIPTION
 LF1107
 LF1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LF1107'1.7 MI SW FROM MURRAY.
 LF1107'0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LF1107'MURRAY, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, ON THE OUTSIDE
 LF1107'OF A CURVE IN THE ROAD, 46 FEET SOUTHEAST OF THE CENTER LINE OF
 LF1107'THE ROAD, 24 FEET NORTH OF A FENCE CORNER, 1.4 FEET EAST OF A
 LF1107'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LF1107'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0480 ***********************************************************************
 NM0480  DESIGNATION -  V 278
 NM0480  PID         -  NM0480
 NM0480  STATE/COUNTY-  NE/DAKOTA
 NM0480  COUNTRY     -  US
 NM0480  USGS QUAD   -  HOMER (2017)
 NM0480
 NM0480                         *CURRENT SURVEY CONTROL
 NM0480  ______________________________________________________________________
 NM0480* NAD 83(1986) POSITION- 42 17 48.     (N) 096 23 11.     (W)   SCALED
 NM0480* NAVD 88 ORTHO HEIGHT -   328.264 (meters)     1076.98  (feet) ADJUSTED
 NM0480  ______________________________________________________________________
 NM0480  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 NM0480  DYNAMIC HEIGHT  -        328.157 (meters)     1076.63  (feet) COMP
 NM0480  MODELED GRAVITY -    980,286.2   (mgal)                       NAVD 88
 NM0480
 NM0480  VERT ORDER      -  SECOND    CLASS 0
 NM0480
 NM0480.The horizontal coordinates were scaled from a map and have
 NM0480.an estimated accuracy of +/- 6 seconds.
 NM0480
 NM0480.The orthometric height was determined by differential leveling and
 NM0480.adjusted by the NATIONAL GEODETIC SURVEY
 NM0480.in June 1991.
 NM0480
 NM0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0480.GEOID18 height accuracy estimate available here.
 NM0480
 NM0480.Click photographs - Photos may exist for this station.
 NM0480
 NM0480.The dynamic height is computed by dividing the NAVD 88
 NM0480.geopotential number by the normal gravity value computed on the
 NM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0480.degrees latitude (g = 980.6199 gals.).
 NM0480
 NM0480.The modeled gravity was interpolated from observed gravity values.
 NM0480
 NM0480;                    North         East    Units  Estimated Accuracy
 NM0480;SPC NE       -   279,730.      797,840.      MT  (+/- 180 meters Scaled)
 NM0480
 NM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM154860(NAD 83)
 NM0480
 NM0480                          SUPERSEDED SURVEY CONTROL
 NM0480
 NM0480  NGVD 29 (??/??/92)  328.108  (m)         1076.47   (f) ADJ UNCH    2 0
 NM0480
 NM0480.Superseded values are not recommended for survey control.
 NM0480
 NM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0480.See file dsdata.pdf to determine how the superseded data were derived.
 NM0480
 NM0480_MARKER: DB = BENCH MARK DISK
 NM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0480_STAMPING: V 278 1949
 NM0480_MARK LOGO: CGS
 NM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0480+STABILITY: SURFACE MOTION
 NM0480
 NM0480  HISTORY     - Date     Condition        Report By
 NM0480  HISTORY     - 1949     MONUMENTED       CGS
 NM0480  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0480
 NM0480                          STATION DESCRIPTION
 NM0480
 NM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0480'6.6 MI E FROM HOMER.
 NM0480'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0480'THENCE 3.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 NM0480'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILE EAST ALONG A
 NM0480'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 NM0480'0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.65 MILE SOUTH ALONG
 NM0480'A DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD, 67.0 FEET
 NM0480'SOUTHWEST OF THE SOUTHWEST LEG OF A WINDMILL, 15 FEET NORTH OF
 NM0480'THE CENTER LINE OF THE ROAD, 15.0 FEET NORTH OF THE CENTER OF
 NM0480'A WIRE GATE, 10.0 FEET NORTHEAST OF A FENCE CORNER POST, 1.0
 NM0480'FOOT NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A REFERENCE
 NM0480'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 NM0480'ABOVE THE GROUND.
 NM0480
 NM0480                          STATION RECOVERY (1964)
 NM0480
 NM0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0599 ***********************************************************************
 LH0599  DESIGNATION -  V 279
 LH0599  PID         -  LH0599
 LH0599  STATE/COUNTY-  NE/KEARNEY
 LH0599  COUNTRY     -  US
 LH0599  USGS QUAD   -  KEARNEY (2017)
 LH0599
 LH0599                         *CURRENT SURVEY CONTROL
 LH0599  ______________________________________________________________________
 LH0599* NAD 83(1986) POSITION- 40 38 28.97   (N) 099 00 30.31   (W)   HD_HELD1
 LH0599* NAVD 88 ORTHO HEIGHT -   645.738 (meters)     2118.56  (feet) ADJUSTED
 LH0599  ______________________________________________________________________
 LH0599  GEOID HEIGHT    -        -24.656 (meters)                     GEOID18
 LH0599  DYNAMIC HEIGHT  -        645.369 (meters)     2117.35  (feet) COMP
 LH0599  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 LH0599
 LH0599  VERT ORDER      -  SECOND    CLASS 0
 LH0599
 LH0599.The horizontal coordinates were determined by differentially corrected
 LH0599.hand held GPS observations or other comparable positioning techniques
 LH0599.and have an estimated accuracy of +/- 3 meters.
 LH0599
 LH0599.The orthometric height was determined by differential leveling and
 LH0599.adjusted by the NATIONAL GEODETIC SURVEY
 LH0599.in June 1991.
 LH0599
 LH0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0599.GEOID18 height accuracy estimate available here.
 LH0599
 LH0599.Click photographs - Photos may exist for this station.
 LH0599
 LH0599.The dynamic height is computed by dividing the NAVD 88
 LH0599.geopotential number by the normal gravity value computed on the
 LH0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0599.degrees latitude (g = 980.6199 gals.).
 LH0599
 LH0599.The modeled gravity was interpolated from observed gravity values.
 LH0599
 LH0599;                    North         East    Units  Estimated Accuracy
 LH0599;SPC NE       -    90,197.6     583,856.3     MT  (+/- 3 meters HH1 GPS) 
 LH0599
 LH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9928898948(NAD 83)
 LH0599
 LH0599                          SUPERSEDED SURVEY CONTROL
 LH0599
 LH0599  NGVD 29 (??/??/92)  645.478  (m)         2117.71   (f) ADJ UNCH    2 0
 LH0599
 LH0599.Superseded values are not recommended for survey control.
 LH0599
 LH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0599.See file dsdata.pdf to determine how the superseded data were derived.
 LH0599
 LH0599_MARKER: DB = BENCH MARK DISK
 LH0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0599_STAMPING: V 279 1949
 LH0599_MARK LOGO: CGS
 LH0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0599+STABILITY: SURFACE MOTION
 LH0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0599+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 LH0599
 LH0599  HISTORY     - Date     Condition        Report By
 LH0599  HISTORY     - 1949     MONUMENTED       CGS
 LH0599  HISTORY     - 1973     POOR             NGS
 LH0599  HISTORY     - 20040512 GOOD             NEDR
 LH0599  HISTORY     - 20100628 GOOD             JEOCON
 LH0599  HISTORY     - 20110625 POOR             GEOCAC
 LH0599
 LH0599                          STATION DESCRIPTION
 LH0599
 LH0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0599'2.3 MI W FROM NEWARK.
 LH0599'2.3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY SCHOOL
 LH0599'AT NEWARK, AT THE SOUTHWEST CORNER OF FORT KEARNEY STATE PARK,
 LH0599'135 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 99.0 FEET NORTH
 LH0599'OF THE SOUTHWEST CORNER POST OF THE PARK FENCE, 35 FEET EAST OF
 LH0599'THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.4 FEET WEST OF A 5-FOOT
 LH0599'WOVEN WIRE FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET
 LH0599'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0599'THE GROUND.
 LH0599
 LH0599                          STATION RECOVERY (1973)
 LH0599
 LH0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LH0599'MARK RECOVERED IN POOR CONDITION.
 LH0599
 LH0599                          STATION RECOVERY (2004)
 LH0599
 LH0599'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LH0599'WEST SIDE MONUMENT AND 1/4 OF BRASS CAP HAS COME UNATTACHED, BUT
 LH0599'MONUMENT FEELS SOLID.  SET REBAR SOUTH SIDE OF MARK.
 LH0599
 LH0599                          STATION RECOVERY (2010)
 LH0599
 LH0599'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (HH)
 LH0599'RECOVERED IN GOOD CONDITION.
 LH0599
 LH0599                          STATION RECOVERY (2011)
 LH0599
 LH0599'RECOVERY NOTE BY GEOCACHING 2011 (MJO)
 LH0599'RECOVERED AS DESCRIBED IN 1973 WITH WHAT LOOKS TO BE A CHUNK TAKEN OUT
 LH0599'OF THE MARKER AND ITS CONCRETE POST FROM BEING STRUCK FROM ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0279 ***********************************************************************
 NO0279  DESIGNATION -  V 28
 NO0279  PID         -  NO0279
 NO0279  STATE/COUNTY-  NE/CHERRY
 NO0279  COUNTRY     -  US
 NO0279  USGS QUAD   -  CARRICO LAKES (2017)
 NO0279
 NO0279                         *CURRENT SURVEY CONTROL
 NO0279  ______________________________________________________________________
 NO0279* NAD 83(1986) POSITION- 42 20 57.     (N) 101 44 38.     (W)   SCALED
 NO0279* NAVD 88 ORTHO HEIGHT -  1141.881 (meters)     3746.32  (feet) ADJUSTED
 NO0279  ______________________________________________________________________
 NO0279  GEOID HEIGHT    -        -18.992 (meters)                     GEOID18
 NO0279  DYNAMIC HEIGHT  -       1141.295 (meters)     3744.40  (feet) COMP
 NO0279  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 NO0279
 NO0279  VERT ORDER      -  SECOND    CLASS 0
 NO0279
 NO0279.The horizontal coordinates were scaled from a map and have
 NO0279.an estimated accuracy of +/- 6 seconds.
 NO0279
 NO0279.The orthometric height was determined by differential leveling and
 NO0279.adjusted by the NATIONAL GEODETIC SURVEY
 NO0279.in June 1991.
 NO0279
 NO0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0279.GEOID18 height accuracy estimate available here.
 NO0279
 NO0279.Click photographs - Photos may exist for this station.
 NO0279
 NO0279.The dynamic height is computed by dividing the NAVD 88
 NO0279.geopotential number by the normal gravity value computed on the
 NO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0279.degrees latitude (g = 980.6199 gals.).
 NO0279
 NO0279.The modeled gravity was interpolated from observed gravity values.
 NO0279
 NO0279;                    North         East    Units  Estimated Accuracy
 NO0279;SPC NE       -   280,780.      356,350.      MT  (+/- 180 meters Scaled)
 NO0279
 NO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM739921(NAD 83)
 NO0279
 NO0279                          SUPERSEDED SURVEY CONTROL
 NO0279
 NO0279  NGVD 29 (??/??/92) 1141.429  (m)         3744.84   (f) ADJ UNCH    2 0
 NO0279
 NO0279.Superseded values are not recommended for survey control.
 NO0279
 NO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0279.See file dsdata.pdf to determine how the superseded data were derived.
 NO0279
 NO0279_MARKER: DB = BENCH MARK DISK
 NO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0279_STAMPING: V 28 1934
 NO0279_MARK LOGO: CGS
 NO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0279+STABILITY: SURFACE MOTION
 NO0279
 NO0279  HISTORY     - Date     Condition        Report By
 NO0279  HISTORY     - 1934     MONUMENTED       CGS
 NO0279  HISTORY     - 1948     GOOD             CGS
 NO0279  HISTORY     - 19850906 MARK NOT FOUND   USPSQD
 NO0279
 NO0279                          STATION DESCRIPTION
 NO0279
 NO0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0279'28.9 MI N FROM HYANNIS.
 NO0279'IN CHERRY COUNTY, 28.9 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0279'HYANNIS, GRANT COUNTY, 0.25 MILE NORTHEAST OF A SMALL LAKE, AT
 NO0279'AN EAST-AND-WEST FENCE, AND 30 YARDS WEST OF A WIRE GATE.  A
 NO0279'STANDARD DISK, STAMPED V 28 1934 AND SET IN THE TOP OF A CONCRETE
 NO0279'POST.  24.4 MILES (AIR LINE) NORTH OF HYANNIS 2.6 MILES (AIR
 NO0279'LINE) SOUTHWEST OF DOWNING RANCH HOUSE, NEAR CENTER SECS. 3,
 NO0279'T. 27 N., R. 38 W., 0.5 MILES NORTHEAST OF WINDMILL, 0.3 MILES
 NO0279'NORTH-NORTHEAST OF SMALL LAKE, 270 FEET WEST ALONG FENCE FROM
 NO0279'WIRE GATE.
 NO0279
 NO0279                          STATION RECOVERY (1985)
 NO0279
 NO0279'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0826 ***********************************************************************
 MK0826  DESIGNATION -  V 280
 MK0826  PID         -  MK0826
 MK0826  STATE/COUNTY-  NE/SARPY
 MK0826  COUNTRY     -  US
 MK0826  USGS QUAD   -  CEDAR CREEK (2017)
 MK0826
 MK0826                         *CURRENT SURVEY CONTROL
 MK0826  ______________________________________________________________________
 MK0826* NAD 83(1986) POSITION- 41 03 18.     (N) 096 06 35.     (W)   SCALED
 MK0826* NAVD 88 ORTHO HEIGHT -   306.898 (meters)     1006.88  (feet) ADJUSTED
 MK0826  ______________________________________________________________________
 MK0826  GEOID HEIGHT    -        -26.669 (meters)                     GEOID18
 MK0826  DYNAMIC HEIGHT  -        306.775 (meters)     1006.48  (feet) COMP
 MK0826  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 MK0826
 MK0826  VERT ORDER      -  SECOND    CLASS 0
 MK0826
 MK0826.The horizontal coordinates were scaled from a map and have
 MK0826.an estimated accuracy of +/- 6 seconds.
 MK0826
 MK0826.The orthometric height was determined by differential leveling and
 MK0826.adjusted by the NATIONAL GEODETIC SURVEY
 MK0826.in June 1991.
 MK0826
 MK0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0826.GEOID18 height accuracy estimate available here.
 MK0826
 MK0826.Click photographs - Photos may exist for this station.
 MK0826
 MK0826.The dynamic height is computed by dividing the NAVD 88
 MK0826.geopotential number by the normal gravity value computed on the
 MK0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0826.degrees latitude (g = 980.6199 gals.).
 MK0826
 MK0826.The modeled gravity was interpolated from observed gravity values.
 MK0826
 MK0826;                    North         East    Units  Estimated Accuracy
 MK0826;SPC NE       -   142,990.      826,830.      MT  (+/- 180 meters Scaled)
 MK0826
 MK0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL428488(NAD 83)
 MK0826
 MK0826                          SUPERSEDED SURVEY CONTROL
 MK0826
 MK0826  NGVD 29 (??/??/92)  306.801  (m)         1006.56   (f) ADJ UNCH    2 0
 MK0826
 MK0826.Superseded values are not recommended for survey control.
 MK0826
 MK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0826.See file dsdata.pdf to determine how the superseded data were derived.
 MK0826
 MK0826_MARKER: DB = BENCH MARK DISK
 MK0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0826_STAMPING: V 280 1950
 MK0826_MARK LOGO: CGS
 MK0826_PROJECTION: PROJECTING 18 CENTIMETERS
 MK0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0826+STABILITY: SURFACE MOTION
 MK0826
 MK0826  HISTORY     - Date     Condition        Report By
 MK0826  HISTORY     - 1950     MONUMENTED       CGS
 MK0826  HISTORY     - 1976     POOR             LOCENG
 MK0826
 MK0826                          STATION DESCRIPTION
 MK0826
 MK0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0826'5.3 MI SW FROM RICHFIELD.
 MK0826'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0826'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.7
 MK0826'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG
 MK0826'A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 MK0826'1.3 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTHWEST
 MK0826'ALONG A GRAVELED ROAD, 150 FEET SOUTHEAST OF THE CENTER LINE OF
 MK0826'THE ROAD, 85.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MK0826'CARL GOTTACH FARMHOUSE, 43 FEET NORTHWEST OF THE NORTHWEST
 MK0826'CORNER OF A BARN, 6 FEET SOUTHEAST OF A POWER POLE, SET IN
 MK0826'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MK0826'GROUND.  THIS MARK IS 1.1 MILES NORTHEAST OF BENCH MARK W 280.
 MK0826
 MK0826                          STATION RECOVERY (1976)
 MK0826
 MK0826'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0826'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1819 ***********************************************************************
 MK1819  DESIGNATION -  V 280 RESET
 MK1819  PID         -  MK1819
 MK1819  STATE/COUNTY-  NE/SARPY
 MK1819  COUNTRY     -  US
 MK1819  USGS QUAD   -  CEDAR CREEK (2017)
 MK1819
 MK1819                         *CURRENT SURVEY CONTROL
 MK1819  ______________________________________________________________________
 MK1819* NAD 83(1986) POSITION- 41 03 20.0    (N) 096 06 38.8    (W)   HD_HELD2
 MK1819* NAVD 88 ORTHO HEIGHT -   306.72  (+/-2cm)     1006.3   (feet) VERTCON
 MK1819  ______________________________________________________________________
 MK1819  GEOID HEIGHT    -        -26.667 (meters)                     GEOID18
 MK1819  VERT ORDER      -  THIRD (See Below)
 MK1819
 MK1819.The horizontal coordinates were established by autonomous hand held GPS
 MK1819.observations and have an estimated accuracy of +/- 10 meters.
 MK1819
 MK1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1819
 MK1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1819.GEOID18 height accuracy estimate available here.
 MK1819
 MK1819.The vertical order pertains to the NGVD 29 superseded value.
 MK1819
 MK1819.Click photographs - Photos may exist for this station.
 MK1819
 MK1819;                    North         East    Units  Estimated Accuracy
 MK1819;SPC NE       -   143,049.      826,734.      MT  (+/- 10 meters HH2 GPS)
 MK1819
 MK1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4279848946(NAD 83)
 MK1819
 MK1819                          SUPERSEDED SURVEY CONTROL
 MK1819
 MK1819  NGVD 29 (01/31/13)  306.62   (m)         1006.0    (f) RESET       3  
 MK1819
 MK1819.Superseded values are not recommended for survey control.
 MK1819
 MK1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1819.See file dsdata.pdf to determine how the superseded data were derived.
 MK1819
 MK1819_MARKER: DV = VERTICAL CONTROL DISK
 MK1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1819_STAMPING: V 280 RESET 1976
 MK1819_MARK LOGO: NGS
 MK1819_PROJECTION: PROJECTING 5 CENTIMETERS
 MK1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1819+STABILITY: SURFACE MOTION
 MK1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1819+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2017
 MK1819
 MK1819  HISTORY     - Date     Condition        Report By
 MK1819  HISTORY     - 1976     MONUMENTED       NEDR
 MK1819  HISTORY     - 20170804 GOOD             THOMDD
 MK1819
 MK1819                          STATION DESCRIPTION
 MK1819
 MK1819'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1976
 MK1819'5.3 MI SW FROM RICHFIELD.
 MK1819'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN RICHFIELD
 MK1819'THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.7 MILES SOUTH
 MK1819'ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD
 MK1819'THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 MK1819'SOUTHWEST ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A
 MK1819'GRAVELED ROAD, 43 FEET WEST OF AN OLD FIELD DRIVE, 29 FEET SOUTH OF
 MK1819'THE CENTER OF THE GRAVELED ROAD AND 6.4 FEET WEST OF A POWER POLE.
 MK1819'THE MARK IS 1.6 FT  E FROM A WITNESS POST.
 MK1819
 MK1819                          STATION RECOVERY (2017)
 MK1819
 MK1819'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MK1819'LOCAL GPS RTN LAT 41 03 19.950N LON 096 06 38.656W 
 MK1819'1.5 FT EAST OF WITNESS POST. 5.9 WEST OF THE WEST FACE OF A POWER  
 MK1819'POLE. 37.7 WEST OF THE WEST EDGE OF A PORTLAND CONCRETE DRIVE. AND  
 MK1819'25.0 SOUTH OF THE CENTERLINE OF ASPHALTIC CONCRETE BUFFALO ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0437 ***********************************************************************
 ML0437  DESIGNATION -  V 281
 ML0437  PID         -  ML0437
 ML0437  STATE/COUNTY-  NE/HOWARD
 ML0437  COUNTRY     -  US
 ML0437  USGS QUAD   -  NYSTED (2017)
 ML0437
 ML0437                         *CURRENT SURVEY CONTROL
 ML0437  ______________________________________________________________________
 ML0437* NAD 83(1986) POSITION- 41 08 57.     (N) 098 36 51.     (W)   SCALED
 ML0437* NAVD 88 ORTHO HEIGHT -   603.307 (meters)     1979.35  (feet) ADJUSTED
 ML0437  ______________________________________________________________________
 ML0437  GEOID HEIGHT    -        -24.454 (meters)                     GEOID18
 ML0437  DYNAMIC HEIGHT  -        603.002 (meters)     1978.35  (feet) COMP
 ML0437  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 ML0437
 ML0437  VERT ORDER      -  SECOND    CLASS 0
 ML0437
 ML0437.The horizontal coordinates were scaled from a map and have
 ML0437.an estimated accuracy of +/- 6 seconds.
 ML0437
 ML0437.The orthometric height was determined by differential leveling and
 ML0437.adjusted by the NATIONAL GEODETIC SURVEY
 ML0437.in June 1991.
 ML0437
 ML0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0437.GEOID18 height accuracy estimate available here.
 ML0437
 ML0437.Click photographs - Photos may exist for this station.
 ML0437
 ML0437.The dynamic height is computed by dividing the NAVD 88
 ML0437.geopotential number by the normal gravity value computed on the
 ML0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0437.degrees latitude (g = 980.6199 gals.).
 ML0437
 ML0437.The modeled gravity was interpolated from observed gravity values.
 ML0437
 ML0437;                    North         East    Units  Estimated Accuracy
 ML0437;SPC NE       -   147,020.      616,290.      MT  (+/- 180 meters Scaled)
 ML0437
 ML0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323553(NAD 83)
 ML0437
 ML0437                          SUPERSEDED SURVEY CONTROL
 ML0437
 ML0437  NGVD 29 (??/??/92)  603.063  (m)         1978.55   (f) ADJ UNCH    2 0
 ML0437
 ML0437.Superseded values are not recommended for survey control.
 ML0437
 ML0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0437.See file dsdata.pdf to determine how the superseded data were derived.
 ML0437
 ML0437_MARKER: DB = BENCH MARK DISK
 ML0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0437_STAMPING: V 281 1949
 ML0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0437+STABILITY: SURFACE MOTION
 ML0437
 ML0437  HISTORY     - Date     Condition        Report By
 ML0437  HISTORY     - 1949     MONUMENTED       CGS
 ML0437
 ML0437                          STATION DESCRIPTION
 ML0437
 ML0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0437'1 MI N FROM NYSTED.
 ML0437'1.0 MILE NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0437'NYSTED, AT THE SOUTHWEST CORNER OF SECTION 29, T. 14 N., R. 11 W.,
 ML0437'AT A T-JUNCTION OF ROADS, 135 FEET NORTH OF THE CENTER LINE OF
 ML0437'THE SIDE ROAD LEADING EAST, 34 FEET EAST OF THE CENTER LINE OF
 ML0437'THE NORTH-SOUTH ROAD, 10 FEET SOUTH OF A POWER LINE POLE, 1.2
 ML0437'FEET WEST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN
 ML0437'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0437'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0479 ***********************************************************************
 ML0479  DESIGNATION -  V 282
 ML0479  PID         -  ML0479
 ML0479  STATE/COUNTY-  NE/HOWARD
 ML0479  COUNTRY     -  US
 ML0479  USGS QUAD   -  DANNEBROG (2017)
 ML0479
 ML0479                         *CURRENT SURVEY CONTROL
 ML0479  ______________________________________________________________________
 ML0479* NAD 83(1986) POSITION- 41 05 27.     (N) 098 31 02.     (W)   SCALED
 ML0479* NAVD 88 ORTHO HEIGHT -   565.253 (meters)     1854.50  (feet) ADJUSTED
 ML0479  ______________________________________________________________________
 ML0479  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 ML0479  DYNAMIC HEIGHT  -        564.965 (meters)     1853.56  (feet) COMP
 ML0479  MODELED GRAVITY -    980,096.6   (mgal)                       NAVD 88
 ML0479
 ML0479  VERT ORDER      -  SECOND    CLASS 0
 ML0479
 ML0479.The horizontal coordinates were scaled from a map and have
 ML0479.an estimated accuracy of +/- 6 seconds.
 ML0479
 ML0479.The orthometric height was determined by differential leveling and
 ML0479.adjusted by the NATIONAL GEODETIC SURVEY
 ML0479.in June 1991.
 ML0479
 ML0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0479.GEOID18 height accuracy estimate available here.
 ML0479
 ML0479.Click photographs - Photos may exist for this station.
 ML0479
 ML0479.The dynamic height is computed by dividing the NAVD 88
 ML0479.geopotential number by the normal gravity value computed on the
 ML0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0479.degrees latitude (g = 980.6199 gals.).
 ML0479
 ML0479.The modeled gravity was interpolated from observed gravity values.
 ML0479
 ML0479;                    North         East    Units  Estimated Accuracy
 ML0479;SPC NE       -   140,680.      624,540.      MT  (+/- 180 meters Scaled)
 ML0479
 ML0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL405489(NAD 83)
 ML0479
 ML0479                          SUPERSEDED SURVEY CONTROL
 ML0479
 ML0479  NGVD 29 (??/??/92)  565.011  (m)         1853.71   (f) ADJ UNCH    2 0
 ML0479
 ML0479.Superseded values are not recommended for survey control.
 ML0479
 ML0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0479.See file dsdata.pdf to determine how the superseded data were derived.
 ML0479
 ML0479_MARKER: DB = BENCH MARK DISK
 ML0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0479_STAMPING: V 282 1949
 ML0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0479+STABILITY: SURFACE MOTION
 ML0479
 ML0479  HISTORY     - Date     Condition        Report By
 ML0479  HISTORY     - 1949     MONUMENTED       CGS
 ML0479  HISTORY     - 1958     MARK NOT FOUND   USGS
 ML0479
 ML0479                          STATION DESCRIPTION
 ML0479
 ML0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0479'2.9 MI SE FROM DANNEBROG.
 ML0479'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0479'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0479'HIGHWAY NO. 58, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, AT
 ML0479'THE SOUTHWEST CORNER OF SECTION 18, T. 13 N., R. 10 W., IN THE
 ML0479'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 130 FEET EAST OF
 ML0479'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 106 FEET NORTH OF THE
 ML0479'CENTER LINE OF THE EAST-WEST ROAD, 20 FEET WEST OF THE SOUTHEAST
 ML0479'CORNER OF A SCHOOL BUILDING, 3.5 FEET SOUTHEAST OF THE SOUTHWEST
 ML0479'CORNER OF THE BUILDING AND 2.7 FEET SOUTH OF THE SOUTH FACE,
 ML0479'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0479'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- SCHOOL BUILDING
 ML0479'HAS BEEN REMOVED AND THIS LOCATION IS A PLOWED FIELD.
 ML0479
 ML0479                          STATION RECOVERY (1958)
 ML0479
 ML0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ML0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0480 ***********************************************************************
 ML0480  DESIGNATION -  V 282 RESET
 ML0480  PID         -  ML0480
 ML0480  STATE/COUNTY-  NE/HOWARD
 ML0480  COUNTRY     -  US
 ML0480  USGS QUAD   -  DANNEBROG (2017)
 ML0480
 ML0480                         *CURRENT SURVEY CONTROL
 ML0480  ______________________________________________________________________
 ML0480* NAD 83(1986) POSITION- 41 05 26.     (N) 098 31 02.     (W)   SCALED
 ML0480* NAVD 88 ORTHO HEIGHT -   564.96  (meters)     1853.5   (feet) RESET
 ML0480  ______________________________________________________________________
 ML0480  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 ML0480  VERT ORDER      -  THIRD
 ML0480
 ML0480.The horizontal coordinates were scaled from a map and have
 ML0480.an estimated accuracy of +/- 6 seconds.
 ML0480
 ML0480.The orthometric height was computed from unverified reset data.
 ML0480
 ML0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0480.GEOID18 height accuracy estimate available here.
 ML0480
 ML0480.Click photographs - Photos may exist for this station.
 ML0480
 ML0480;                    North         East    Units  Estimated Accuracy
 ML0480;SPC NE       -   140,650.      624,540.      MT  (+/- 180 meters Scaled)
 ML0480
 ML0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL405489(NAD 83)
 ML0480
 ML0480                          SUPERSEDED SURVEY CONTROL
 ML0480
 ML0480  NGVD 29 (??/??/??)  564.71   (m)         1852.7    (f) RESET       3  
 ML0480
 ML0480.Superseded values are not recommended for survey control.
 ML0480
 ML0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0480.See file dsdata.pdf to determine how the superseded data were derived.
 ML0480
 ML0480_MARKER: DB = BENCH MARK DISK
 ML0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0480_STAMPING: V 282 RESET 1957
 ML0480_MARK LOGO: CGS
 ML0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0480+STABILITY: SURFACE MOTION
 ML0480
 ML0480  HISTORY     - Date     Condition        Report By
 ML0480  HISTORY     - 1957     MONUMENTED       BOR
 ML0480
 ML0480                          STATION DESCRIPTION
 ML0480
 ML0480'DESCRIBED BY US BUREAU OF RECLAMATION 1957
 ML0480'2.9 MI SE FROM DANNEBROG.
 ML0480'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0480'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0480'HIGHWAY 58, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, AT THE
 ML0480'SOUTHWEST CORNER OF SECTION 18, T-13 N, R-10 W, IN THE NORTHEAST
 ML0480'QUARTER OF A PUBLIC ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE
 ML0480'OF A NORTH-SOUTH ROAD, 38 FEET NORTH OF THE CENTERLINE OF AN
 ML0480'EAST-WEST ROAD AND 3.4 FEET NORTH OF A POWER POLE.  POST PROJECTS
 ML0480'0.3 FEET.  A STANDARD DISK SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0407 ***********************************************************************
 ML0407  DESIGNATION -  V 283
 ML0407  PID         -  ML0407
 ML0407  STATE/COUNTY-  NE/SHERMAN
 ML0407  COUNTRY     -  US
 ML0407  USGS QUAD   -  ASHTON (2017)
 ML0407
 ML0407                         *CURRENT SURVEY CONTROL
 ML0407  ______________________________________________________________________
 ML0407* NAD 83(1986) POSITION- 41 09 45.     (N) 098 46 03.     (W)   SCALED
 ML0407* NAVD 88 ORTHO HEIGHT -   640.080 (meters)     2100.00  (feet) ADJUSTED
 ML0407  ______________________________________________________________________
 ML0407  GEOID HEIGHT    -        -24.240 (meters)                     GEOID18
 ML0407  DYNAMIC HEIGHT  -        639.753 (meters)     2098.92  (feet) COMP
 ML0407  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 ML0407
 ML0407  VERT ORDER      -  SECOND    CLASS 0
 ML0407
 ML0407.The horizontal coordinates were scaled from a map and have
 ML0407.an estimated accuracy of +/- 6 seconds.
 ML0407
 ML0407.The orthometric height was determined by differential leveling and
 ML0407.adjusted by the NATIONAL GEODETIC SURVEY
 ML0407.in June 1991.
 ML0407
 ML0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0407.GEOID18 height accuracy estimate available here.
 ML0407
 ML0407.Click photographs - Photos may exist for this station.
 ML0407
 ML0407.The dynamic height is computed by dividing the NAVD 88
 ML0407.geopotential number by the normal gravity value computed on the
 ML0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0407.degrees latitude (g = 980.6199 gals.).
 ML0407
 ML0407.The modeled gravity was interpolated from observed gravity values.
 ML0407
 ML0407;                    North         East    Units  Estimated Accuracy
 ML0407;SPC NE       -   148,310.      603,410.      MT  (+/- 180 meters Scaled)
 ML0407
 ML0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL195568(NAD 83)
 ML0407
 ML0407                          SUPERSEDED SURVEY CONTROL
 ML0407
 ML0407  NGVD 29 (??/??/92)  639.836  (m)         2099.20   (f) ADJ UNCH    2 0
 ML0407
 ML0407.Superseded values are not recommended for survey control.
 ML0407
 ML0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0407.See file dsdata.pdf to determine how the superseded data were derived.
 ML0407
 ML0407_MARKER: DB = BENCH MARK DISK
 ML0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0407_STAMPING: V 283 1949
 ML0407_MARK LOGO: CGS
 ML0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0407+STABILITY: SURFACE MOTION
 ML0407
 ML0407  HISTORY     - Date     Condition        Report By
 ML0407  HISTORY     - 1949     MONUMENTED       CGS
 ML0407
 ML0407                          STATION DESCRIPTION
 ML0407
 ML0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0407'7.3 MI S FROM ASHTON.
 ML0407'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0407'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE
 ML0407'5.0 MILES SOUTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG
 ML0407'A COUNTY ROAD, AT THE NORTHEAST CORNER OF SECTION 26, T. 14 N.,
 ML0407'R. 13 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 ML0407'44 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32
 ML0407'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 5 FEET
 ML0407'WEST OF R.E.A. POLE NO. 32, 62, 23, 1 FOOT NORTH OF A FENCE,
 ML0407'1.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0407'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0407'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.9 MILE WEST OF
 ML0407'BENCH MARK P 281.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0341 ***********************************************************************
 ML0341  DESIGNATION -  V 284
 ML0341  PID         -  ML0341
 ML0341  STATE/COUNTY-  NE/BUFFALO
 ML0341  COUNTRY     -  US
 ML0341  USGS QUAD   -  BOELUS (2017)
 ML0341
 ML0341                         *CURRENT SURVEY CONTROL
 ML0341  ______________________________________________________________________
 ML0341* NAD 83(1986) POSITION- 41 00 12.56   (N) 098 43 52.09   (W)   HD_HELD1
 ML0341* NAVD 88 ORTHO HEIGHT -   605.155 (meters)     1985.41  (feet) ADJUSTED
 ML0341  ______________________________________________________________________
 ML0341  GEOID HEIGHT    -        -24.450 (meters)                     GEOID18
 ML0341  DYNAMIC HEIGHT  -        604.835 (meters)     1984.36  (feet) COMP
 ML0341  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 ML0341
 ML0341  VERT ORDER      -  FIRST     CLASS II
 ML0341
 ML0341.The horizontal coordinates were determined by differentially corrected
 ML0341.hand held GPS observations or other comparable positioning techniques
 ML0341.and have an estimated accuracy of +/- 3 meters.
 ML0341
 ML0341.The orthometric height was determined by differential leveling and
 ML0341.adjusted by the NATIONAL GEODETIC SURVEY
 ML0341.in June 1991.
 ML0341
 ML0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0341.GEOID18 height accuracy estimate available here.
 ML0341
 ML0341.Click photographs - Photos may exist for this station.
 ML0341
 ML0341.The dynamic height is computed by dividing the NAVD 88
 ML0341.geopotential number by the normal gravity value computed on the
 ML0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0341.degrees latitude (g = 980.6199 gals.).
 ML0341
 ML0341.The modeled gravity was interpolated from observed gravity values.
 ML0341
 ML0341;                    North         East    Units  Estimated Accuracy
 ML0341;SPC NE       -   130,701.3     606,714.3     MT  (+/- 3 meters HH1 GPS) 
 ML0341
 ML0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2261039179(NAD 83)
 ML0341
 ML0341                          SUPERSEDED SURVEY CONTROL
 ML0341
 ML0341  NGVD 29 (??/??/92)  604.909  (m)         1984.61   (f) ADJ UNCH    1 2
 ML0341
 ML0341.Superseded values are not recommended for survey control.
 ML0341
 ML0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0341.See file dsdata.pdf to determine how the superseded data were derived.
 ML0341
 ML0341_MARKER: DB = BENCH MARK DISK
 ML0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0341_STAMPING: V 284 1949
 ML0341_MARK LOGO: CGS
 ML0341_PROJECTION: PROJECTING 8 CENTIMETERS
 ML0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0341+STABILITY: SURFACE MOTION
 ML0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0341+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 ML0341
 ML0341  HISTORY     - Date     Condition        Report By
 ML0341  HISTORY     - 1949     MONUMENTED       CGS
 ML0341  HISTORY     - 20200702 GOOD             NE-079
 ML0341
 ML0341                          STATION DESCRIPTION
 ML0341
 ML0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0341'2.4 MI SE FROM ST MICHAEL.
 ML0341'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0341'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2, AT
 ML0341'A Y-JUNCTION OF ROADS, 111 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ML0341'COUNTY ROAD LEADING SOUTHWEST TO SHELTON, 90 FEET SOUTH OF THE
 ML0341'CENTER LINE OF THE HIGHWAY, IN A FENCE CORNER, 1.5 FEET WEST OF
 ML0341'A NORTH-SOUTH FENCE, 1.2 FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT
 ML0341'NORTHWEST OF A CORNER FENCE POST, 1.4 FEET EAST OF A REFERENCE
 ML0341'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0341'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0341
 ML0341                          STATION RECOVERY (2020)
 ML0341
 ML0341'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML0341'THE MARK IS 88 FT (26.8 M) SOUTH OF THE CENTERLINE OF NE HIGHWAY 2,
 ML0341'139 FT (42.4 M) EAST OF THE CENTERLINE OF SHELTON ROAD, 0.5 FT (15 CM)
 ML0341'NORTH OF A WITNESS POST, 0.7 FT (21 CM) WEST OF A CONCRETE R/W MARKER,
 ML0341'1.9 FT (0.6 M) NORTH OF A FENCE LINE AND 1.3 FT (0.4 M) EAST OF A CUT
 ML0341'OFF WOODEN POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0329 ***********************************************************************
 ML0329  DESIGNATION -  V 285
 ML0329  PID         -  ML0329
 ML0329  STATE/COUNTY-  NE/SHERMAN
 ML0329  COUNTRY     -  US
 ML0329  USGS QUAD   -  ROCKVILLE (2017)
 ML0329
 ML0329                         *CURRENT SURVEY CONTROL
 ML0329  ______________________________________________________________________
 ML0329* NAD 83(1986) POSITION- 41 04 34.     (N) 098 45 33.     (W)   SCALED
 ML0329* NAVD 88 ORTHO HEIGHT -   588.670 (meters)     1931.33  (feet) ADJUSTED
 ML0329  ______________________________________________________________________
 ML0329  GEOID HEIGHT    -        -24.331 (meters)                     GEOID18
 ML0329  DYNAMIC HEIGHT  -        588.366 (meters)     1930.33  (feet) COMP
 ML0329  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 ML0329
 ML0329  VERT ORDER      -  FIRST     CLASS II
 ML0329
 ML0329.The horizontal coordinates were scaled from a map and have
 ML0329.an estimated accuracy of +/- 6 seconds.
 ML0329
 ML0329.The orthometric height was determined by differential leveling and
 ML0329.adjusted by the NATIONAL GEODETIC SURVEY
 ML0329.in June 1991.
 ML0329
 ML0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0329.GEOID18 height accuracy estimate available here.
 ML0329
 ML0329.Click photographs - Photos may exist for this station.
 ML0329
 ML0329.The dynamic height is computed by dividing the NAVD 88
 ML0329.geopotential number by the normal gravity value computed on the
 ML0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0329.degrees latitude (g = 980.6199 gals.).
 ML0329
 ML0329.The modeled gravity was interpolated from observed gravity values.
 ML0329
 ML0329;                    North         East    Units  Estimated Accuracy
 ML0329;SPC NE       -   138,730.      604,240.      MT  (+/- 180 meters Scaled)
 ML0329
 ML0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL202472(NAD 83)
 ML0329
 ML0329                          SUPERSEDED SURVEY CONTROL
 ML0329
 ML0329  NGVD 29 (??/??/92)  588.432  (m)         1930.55   (f) ADJ UNCH    1 2
 ML0329
 ML0329.Superseded values are not recommended for survey control.
 ML0329
 ML0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0329.See file dsdata.pdf to determine how the superseded data were derived.
 ML0329
 ML0329_MARKER: DB = BENCH MARK DISK
 ML0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0329_STAMPING: V 285 1949
 ML0329_MARK LOGO: CGS
 ML0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0329+STABILITY: SURFACE MOTION
 ML0329
 ML0329  HISTORY     - Date     Condition        Report By
 ML0329  HISTORY     - 1949     MONUMENTED       CGS
 ML0329  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0329
 ML0329                          STATION DESCRIPTION
 ML0329
 ML0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0329'2.2 MI NW FROM BOELUS.
 ML0329'2.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION
 ML0329'PACIFIC RAILROAD STATION AT BOELUS, JUST NORTHWEST OF A CURVE WITH
 ML0329'TANGENTS LEADING NORTHWEST AND EAST, 46.5 FEET NORTHEAST OF THE
 ML0329'NORTHEAST RAIL OF THE TRACK, 44 FEET SOUTHWEST OF THE CENTER LINE
 ML0329'OF THE HIGHWAY, 8.5 FEET NORTHWEST OF MILEPOST NO. 21, 0.9 FOOT
 ML0329'SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET
 ML0329'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0329'0.2 FOOT ABOVE THE GROUND.
 ML0329
 ML0329                          STATION RECOVERY (1985)
 ML0329
 ML0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0435 ***********************************************************************
 LH0435  DESIGNATION -  V 286
 LH0435  PID         -  LH0435
 LH0435  STATE/COUNTY-  NE/HALL
 LH0435  COUNTRY     -  US
 LH0435  USGS QUAD   -  PROSSER (2017)
 LH0435
 LH0435                         *CURRENT SURVEY CONTROL
 LH0435  ______________________________________________________________________
 LH0435* NAD 83(1986) POSITION- 40 44 20.     (N) 098 34 05.     (W)   SCALED
 LH0435* NAVD 88 ORTHO HEIGHT -   597.227 (meters)     1959.40  (feet) ADJUSTED
 LH0435  ______________________________________________________________________
 LH0435  GEOID HEIGHT    -        -24.934 (meters)                     GEOID18
 LH0435  DYNAMIC HEIGHT  -        596.899 (meters)     1958.33  (feet) COMP
 LH0435  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 LH0435
 LH0435  VERT ORDER      -  SECOND    CLASS 0
 LH0435
 LH0435.The horizontal coordinates were scaled from a map and have
 LH0435.an estimated accuracy of +/- 6 seconds.
 LH0435
 LH0435.The orthometric height was determined by differential leveling and
 LH0435.adjusted by the NATIONAL GEODETIC SURVEY
 LH0435.in June 1991.
 LH0435
 LH0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0435.GEOID18 height accuracy estimate available here.
 LH0435
 LH0435.Click photographs - Photos may exist for this station.
 LH0435
 LH0435.The dynamic height is computed by dividing the NAVD 88
 LH0435.geopotential number by the normal gravity value computed on the
 LH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0435.degrees latitude (g = 980.6199 gals.).
 LH0435
 LH0435.The modeled gravity was interpolated from observed gravity values.
 LH0435
 LH0435;                    North         East    Units  Estimated Accuracy
 LH0435;SPC NE       -   101,540.      620,920.      MT  (+/- 180 meters Scaled)
 LH0435
 LH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL364098(NAD 83)
 LH0435
 LH0435                          SUPERSEDED SURVEY CONTROL
 LH0435
 LH0435  NGVD 29 (??/??/92)  596.977  (m)         1958.58   (f) ADJ UNCH    2 0
 LH0435
 LH0435.Superseded values are not recommended for survey control.
 LH0435
 LH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0435.See file dsdata.pdf to determine how the superseded data were derived.
 LH0435
 LH0435_MARKER: DB = BENCH MARK DISK
 LH0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0435_STAMPING: V 286 1949
 LH0435_MARK LOGO: CGS
 LH0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0435+STABILITY: SURFACE MOTION
 LH0435
 LH0435  HISTORY     - Date     Condition        Report By
 LH0435  HISTORY     - 1949     MONUMENTED       CGS
 LH0435
 LH0435                          STATION DESCRIPTION
 LH0435
 LH0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0435'7.8 MI SE FROM WOOD RIVER.
 LH0435'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0435'STATION AT WOOD RIVER, THENCE 5.5 MILES SOUTH ALONG A GRAVELED
 LH0435'ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.8
 LH0435'MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG
 LH0435'A GRAVELED ROAD, AT THE FARM HOME OF E. LILLEY, 85 FEET NORTHWEST
 LH0435'OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE CENTER LINE
 LH0435'OF THE PRIVATE DRIVEWAY, 43.0 FEET SOUTHWEST OF THE SOUTHWEST
 LH0435'CORNER OF THE HOUSE, 25.0 FEET NORTH OF THE SOUTHWEST CORNER
 LH0435'POST OF THE YARD FENCE, 1.0 FOOT WEST OF THE FENCE, AND SET
 LH0435'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT
 LH0435'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9620 ***********************************************************************
 AG9620  DESIGNATION -  V 287 RESET
 AG9620  PID         -  AG9620
 AG9620  STATE/COUNTY-  NE/HALL
 AG9620  COUNTRY     -  US
 AG9620  USGS QUAD   -  SHELTON (2017)
 AG9620
 AG9620                         *CURRENT SURVEY CONTROL
 AG9620  ______________________________________________________________________
 AG9620* NAD 83(1986) POSITION- 40 48 39.85   (N) 098 37 35.25   (W)   HD_HELD1
 AG9620* NAVD 88 ORTHO HEIGHT -   601.96  (meters)     1974.9   (feet) RESET
 AG9620  ______________________________________________________________________
 AG9620  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 AG9620  VERT ORDER      -  THIRD
 AG9620
 AG9620.The horizontal coordinates were determined by differentially corrected
 AG9620.hand held GPS observations or other comparable positioning techniques
 AG9620.and have an estimated accuracy of +/- 3 meters.
 AG9620
 AG9620.The orthometric height was computed from unverified reset data.
 AG9620
 AG9620.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9620.GEOID18 height accuracy estimate available here.
 AG9620
 AG9620.Click photographs - Photos may exist for this station.
 AG9620
 AG9620;                    North         East    Units  Estimated Accuracy
 AG9620;SPC NE       -   109,476.1     615,856.6     MT  (+/- 3 meters HH1 GPS) 
 AG9620
 AG9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3150417851(NAD 83)
 AG9620
 AG9620                          SUPERSEDED SURVEY CONTROL
 AG9620
 AG9620.No superseded survey control is available for this station.
 AG9620
 AG9620_MARKER: DV = VERTICAL CONTROL DISK
 AG9620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9620_STAMPING: V 287 RESET 1997
 AG9620_MARK LOGO: NGS
 AG9620_PROJECTION: FLUSH
 AG9620_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9620+STABILITY: SURFACE MOTION
 AG9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9620+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 AG9620
 AG9620  HISTORY     - Date     Condition        Report By
 AG9620  HISTORY     - 1997     MONUMENTED       NGS
 AG9620  HISTORY     - 20150406 GOOD             INDIV
 AG9620  HISTORY     - 20200929 GOOD             NE-079
 AG9620
 AG9620                          STATION DESCRIPTION
 AG9620
 AG9620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9620'TO REACH THE MARK FROM THE WEST JUNCTION OF STATE HIGHWAY 11 WITH U.S.
 AG9620'HIGHWAY 30, AT THE WEST EDGE OF WOOD RIVER, GO SOUTHWEST ON HIGHWAY 30
 AG9620'FOR 1.61 KM (1.00 MI) TO A GRAVELED CROSSROAD, 150TH ROAD.  TURN LEFT
 AG9620'AND GO SOUTH ON 150TH ROAD, CROSSING A RAILROAD, FOR 0.08 MI (0.13 KM)
 AG9620'TO THE MARK ON THE LEFT, ON THE EAST RIGHT-OF-WAY OF 150TH ROAD AND IN
 AG9620'THE SW1/4, SEC26, T10N, R12W.  THE DISK IS SET INTO THE TOP OF A ROUND
 AG9620'CONCRETE POST THAT IF FLUSH WITH THE GROUND AND 56.22 M (184.45 FT)
 AG9620'SOUTH-SOUTHWEST OF THE TOP OF AN IRRIGATION WELL PUMP, 9.1 M (29.9 FT)
 AG9620'EAST OF THE CENTERLINE OF 150TH ROAD, 1.55 M (5.09 FT) SOUTH OF A
 AG9620'UTILITY POLE AND 0.70 M (2.30 FT) NORTH OF A WITNESS POST.  A MAGNET
 AG9620'WAS PLACED INTO THE NORTH SIDE OF THE MARK.
 AG9620
 AG9620                          STATION RECOVERY (2015)
 AG9620
 AG9620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PS)
 AG9620'RECOVERED AS DESCRIBED, MARK IS 5 FEET SOUTH OF POWER POLE.
 AG9620
 AG9620                          STATION RECOVERY (2020)
 AG9620
 AG9620'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 AG9620'FOUND MONUMENT IN GOOD CONDITION, WITNESS POST IS BROKEN, 5.1 FT (1.6
 AG9620'M) SOUTH-SOUTHWEST OF A POWER POLE, 29.9 FT (9.1 M) EAST OF THE
 AG9620'CENTERLINE OF A FIELD DRIVE, 117 FT (35.7 M) NORTH OF THE CENTERLINE
 AG9620'OF FIRST STREET AND 223 FT (68.0 M) SOUTHEAST OF THE NEAR RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0449 ***********************************************************************
 LH0449  DESIGNATION -  V 288
 LH0449  PID         -  LH0449
 LH0449  STATE/COUNTY-  NE/BUFFALO
 LH0449  COUNTRY     -  US
 LH0449  USGS QUAD   -  GIBBON SOUTH (2017)
 LH0449
 LH0449                         *CURRENT SURVEY CONTROL
 LH0449  ______________________________________________________________________
 LH0449* NAD 83(1995) POSITION- 40 41 28.44722(N) 098 47 09.78597(W)   ADJUSTED
 LH0449* NAVD 88 ORTHO HEIGHT -   621.512 (meters)     2039.08  (feet) ADJUSTED
 LH0449  ______________________________________________________________________
 LH0449  GEOID HEIGHT    -        -24.767 (meters)                     GEOID18
 LH0449  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 LH0449  DYNAMIC HEIGHT  -        621.164 (meters)     2037.94  (feet) COMP
 LH0449  MODELED GRAVITY -    980,044.8   (mgal)                       NAVD 88
 LH0449
 LH0449  HORZ ORDER      -  THIRD
 LH0449  VERT ORDER      -  SECOND    CLASS 0
 LH0449
 LH0449.The horizontal coordinates were established by classical geodetic methods
 LH0449.and adjusted by the National Geodetic Survey in August 1997.
 LH0449
 LH0449.The orthometric height was determined by differential leveling and
 LH0449.adjusted by the NATIONAL GEODETIC SURVEY
 LH0449.in June 1991.
 LH0449
 LH0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0449.GEOID18 height accuracy estimate available here.
 LH0449
 LH0449.Click photographs - Photos may exist for this station.
 LH0449
 LH0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0449
 LH0449.The dynamic height is computed by dividing the NAVD 88
 LH0449.geopotential number by the normal gravity value computed on the
 LH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0449.degrees latitude (g = 980.6199 gals.).
 LH0449
 LH0449.The modeled gravity was interpolated from observed gravity values.
 LH0449
 LH0449. The following values were computed from the NAD 83(1995) position.
 LH0449
 LH0449;                    North         East     Units Scale Factor Converg.
 LH0449;SPC NE       -    95,971.905   602,582.791   MT  0.99975884   +0 48 16.1
 LH0449;SPC NE       -   314,867.82  1,976,973.71   sFT  0.99975884   +0 48 16.1
 LH0449;UTM  14      - 4,504,504.181   518,077.095   MT  0.99960402   +0 08 22.2
 LH0449
 LH0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0449!SPC NE       -   0.99990640  x   0.99975884  =   0.99966526
 LH0449!UTM  14      -   0.99990640  x   0.99960402  =   0.99951046
 LH0449
 LH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1807704504(NAD 83)
 LH0449
 LH0449                          SUPERSEDED SURVEY CONTROL
 LH0449
 LH0449  NAD 83(1986)-  40 41 28.45494(N)    098 47 09.78663(W) AD(       ) 3
 LH0449  NGVD 29             621.26   (m)         2038.3    (f) LEVELING    3  
 LH0449  NGVD 29 (??/??/92)  621.257  (m)         2038.24   (f) ADJ UNCH    2 0
 LH0449
 LH0449.Superseded values are not recommended for survey control.
 LH0449
 LH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0449.See file dsdata.pdf to determine how the superseded data were derived.
 LH0449
 LH0449_MARKER: DB = BENCH MARK DISK
 LH0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0449_STAMPING: V 288 1949
 LH0449_MARK LOGO: CGS
 LH0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0449+STABILITY: SURFACE MOTION
 LH0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0449+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0449
 LH0449  HISTORY     - Date     Condition        Report By
 LH0449  HISTORY     - 1949     MONUMENTED       CGS
 LH0449  HISTORY     - 19860515 GOOD             NGS
 LH0449  HISTORY     - 20060512 GOOD             NEDR
 LH0449
 LH0449                          STATION DESCRIPTION
 LH0449
 LH0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0449'3.6 MI W FROM DENMAN.
 LH0449'2.95 MILES WEST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0449'AT DENMAN, THENCE 0.45 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0449'0.25 MILE WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF GEORGE
 LH0449'H. BOMBECK, 163 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LH0449'ROAD, 40 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 LH0449'25.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 28.0 FEET
 LH0449'WEST OF THE NORTHEAST CORNER POST OF THE YARD FENCE, 2.0 FEET
 LH0449'NORTH OF THE YARD FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 LH0449'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0449
 LH0449                          STATION RECOVERY (1986)
 LH0449
 LH0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0449'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION AND WAS POSITIONED
 LH0449'HORIZONTALLY THIS DATE BY ELECTRONIC TRAVERSE FROM STATION--NAZZISE
 LH0449'AZ MK 2--.  A NEW DESCRIPTION FOLLOWS.
 LH0449'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH-SOUTHWEST FROM
 LH0449'SHELTON, 8.4 KM (5.2 MI) SOUTHEAST FROM GIBBON AND 0.8 KM (0.5 MI)
 LH0449'SOUTH FROM THE PLATTE RIVER, ON PROPERTY OWNED BY WILLIAM BOMBECK,
 LH0449'RURAL ROUTE, KENESAW, NEBRASKA, 68956.  TELEPHONE 308 647 5113.
 LH0449'TO REACH FROM EXIT 291 OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 10D
 LH0449'LINK, ABOUT 6.44 KM (4.00 MI) SOUTH FROM SHELTON, GO SOUTH ON A PAVED
 LH0449'ROAD FOR 2.74 KM (1.70 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO
 LH0449'WEST ON A GRAVELED ROAD FOR 3.62 KM (2.25 MI) TO A CURVE SOUTH.
 LH0449'CONTINUE SOUTH FOR FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT.  TURN
 LH0449'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.4 KM (0.2 MI) TO A FARM
 LH0449'HOUSE AND THE MARK ON THE LEFT.
 LH0449'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 10
 LH0449'CM ABOVE THE GROUND.  IT IS 49.68 M (162.99 FT) SOUTH FROM THE
 LH0449'CENTERLINE OF THE ROAD, 12.19 M (39.99 FT) NORTH FROM THE NORTHEAST
 LH0449'CORNER OF THE HOUSE AND 7.65 M (25.10 FT) WEST FROM THE CENTERLINE OF
 LH0449'A DRIVEWAY TO THE HOUSE.
 LH0449
 LH0449                          STATION RECOVERY (2006)
 LH0449
 LH0449'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1214 ***********************************************************************
 ML1214  DESIGNATION -  V 289 RESET
 ML1214  PID         -  ML1214
 ML1214  STATE/COUNTY-  NE/SHERMAN
 ML1214  COUNTRY     -  US
 ML1214  USGS QUAD   -  ASHTON (2017)
 ML1214
 ML1214                         *CURRENT SURVEY CONTROL
 ML1214  ______________________________________________________________________
 ML1214* NAD 83(1986) POSITION- 41 09 13.     (N) 098 52 13.     (W)   SCALED
 ML1214* NAVD 88 ORTHO HEIGHT -   608.54  (meters)     1996.5   (feet) RESET
 ML1214  ______________________________________________________________________
 ML1214  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 ML1214  VERT ORDER      -  THIRD
 ML1214
 ML1214.The horizontal coordinates were scaled from a map and have
 ML1214.an estimated accuracy of +/- 6 seconds.
 ML1214
 ML1214.The orthometric height was computed from unverified reset data.
 ML1214
 ML1214.No vertical observational check was made to the station.
 ML1214
 ML1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1214.GEOID18 height accuracy estimate available here.
 ML1214
 ML1214.Click photographs - Photos may exist for this station.
 ML1214
 ML1214;                    North         East    Units  Estimated Accuracy
 ML1214;SPC NE       -   147,200.      594,800.      MT  (+/- 180 meters Scaled)
 ML1214
 ML1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL108558(NAD 83)
 ML1214
 ML1214                          SUPERSEDED SURVEY CONTROL
 ML1214
 ML1214  NGVD 29 (01/31/13)  608.31   (m)         1995.8    (f) RESET       3  
 ML1214
 ML1214.Superseded values are not recommended for survey control.
 ML1214
 ML1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1214.See file dsdata.pdf to determine how the superseded data were derived.
 ML1214
 ML1214_MARKER: DV = VERTICAL CONTROL DISK
 ML1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1214_STAMPING: V 289 RESET 1985
 ML1214_MARK LOGO: NGS
 ML1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1214+STABILITY: SURFACE MOTION
 ML1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1214+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 ML1214
 ML1214  HISTORY     - Date     Condition        Report By
 ML1214  HISTORY     - 1985     MONUMENTED       NGS
 ML1214  HISTORY     - 20220815 GOOD             NEGS
 ML1214
 ML1214                          STATION DESCRIPTION
 ML1214
 ML1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ML1214'0.24 KM (0.15 MI) NORTH ALONG MAIN STREET, FROM THE POST OFFICE IN
 ML1214'ROCKVILLE, THENCE 5.15 KM (3.20 MI) LEFT AND NORTHWEST ALONG STATE
 ML1214'HIGHWAY TO THE MARK ON THE RIGHT, 37.2 M (122.0 FT) NORTH OF THE
 ML1214'NORTHEAST END OF A METAL PIPE CULVERT UNDER THE HIGHWAY, 18.6 M (61.0
 ML1214'FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 4.02 M (13.19 FT)
 ML1214'SOUTHEAST FROM A POWER POLE, 0.30 M (0.98 FT) SOUTHWEST FROM A FENCE.
 ML1214
 ML1214                          STATION RECOVERY (2022)
 ML1214
 ML1214'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 ML1214'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 68 AND NE. HIGHWAY 58
 ML1214'(SOUTHEAST OF ROCKVILLE, NE.) GO NORTHWEST ON NE. HIGHWAY 58
 ML1214'APPROXIMATELY 3.45 MI (5.55 KM) TO THE MARK ON THE NORTHEAST SIDE OF
 ML1214'NE. HIGHWAY 58 AT MILE POST 30.75.  THE MARK IS 13.19 FT (4.0 M)
 ML1214'SOUTHEAST OF A POWER POLE, 0.98 FT (30 CM) SOUTHWEST OF A FENCE AND
 ML1214'122 FT (37.2 M) NORTH OF THE NORTHEAST END OF CORRUGATED METAL CULVERT
 ML1214'PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0805 ***********************************************************************
 MK0805  DESIGNATION -  V 290 RESET
 MK0805  PID         -  MK0805
 MK0805  STATE/COUNTY-  NE/SARPY
 MK0805  COUNTRY     -  US
 MK0805  USGS QUAD   -  ASHLAND EAST (2017)
 MK0805
 MK0805                         *CURRENT SURVEY CONTROL
 MK0805  ______________________________________________________________________
 MK0805* NAD 83(1986) POSITION- 41 04 29.     (N) 096 16 59.     (W)   SCALED
 MK0805* NAVD 88 ORTHO HEIGHT -   339.16  (meters)     1112.7   (feet) RESET
 MK0805  ______________________________________________________________________
 MK0805  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 MK0805  VERT ORDER      -  THIRD
 MK0805
 MK0805.The horizontal coordinates were scaled from a map and have
 MK0805.an estimated accuracy of +/- 6 seconds.
 MK0805
 MK0805.The orthometric height was computed from unverified reset data.
 MK0805
 MK0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0805.GEOID18 height accuracy estimate available here.
 MK0805
 MK0805.Click photographs - Photos may exist for this station.
 MK0805
 MK0805;                    North         East    Units  Estimated Accuracy
 MK0805;SPC NE       -   144,540.      812,180.      MT  (+/- 180 meters Scaled)
 MK0805
 MK0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282506(NAD 83)
 MK0805
 MK0805                          SUPERSEDED SURVEY CONTROL
 MK0805
 MK0805  NGVD 29 (??/??/??)  339.05   (m)         1112.4    (f) RESET       3  
 MK0805
 MK0805.Superseded values are not recommended for survey control.
 MK0805
 MK0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0805.See file dsdata.pdf to determine how the superseded data were derived.
 MK0805
 MK0805_MARKER: DB = BENCH MARK DISK
 MK0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0805_SP_SET: BRIDGE CURB
 MK0805_STAMPING: V 290 RESET 1960
 MK0805_MARK LOGO: CGS
 MK0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0805
 MK0805  HISTORY     - Date     Condition        Report By
 MK0805  HISTORY     - 1960     MONUMENTED       NEDR
 MK0805  HISTORY     - 1961     GOOD             CGS
 MK0805
 MK0805                          STATION DESCRIPTION
 MK0805
 MK0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0805'1.4 MI SW FROM MELIA.
 MK0805'THIS MARK IS LOCATED 0.5 MILE SOUTHWEST ALONG THE CHICAGO,
 MK0805'BURLINGTON AND QUINCY RAILROAD FROM THE STATION SIGN AT
 MK0805'MELIA, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN THE
 MK0805'NORTHEASTERLY CURB OVER THE CENTER PIER OF A 254 FOOT STEEL
 MK0805'GIRDER BRIDGE SPANNING THE INTERSTATE HIGHWAY AT STATION
 MK0805'1026+23.00 OF PROJECT I-80-9 (45) (STATIONING IS MARKED IN
 MK0805'SLAB ON EACH LANE), APPROXIMATELY 340 FEET NORTHWESTERLY OF THE
 MK0805'1/4 CORNER COMMON TO SECTION 22 AND 27, T 13 N, R 10 E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0422 ***********************************************************************
 LH0422  DESIGNATION -  V 291
 LH0422  PID         -  LH0422
 LH0422  STATE/COUNTY-  NE/BUFFALO
 LH0422  COUNTRY     -  US
 LH0422  USGS QUAD   -  SHELTON (2017)
 LH0422
 LH0422                         *CURRENT SURVEY CONTROL
 LH0422  ______________________________________________________________________
 LH0422* NAD 83(1986) POSITION- 40 49 48.     (N) 098 44 21.     (W)   SCALED
 LH0422* NAVD 88 ORTHO HEIGHT -   613.493 (meters)     2012.77  (feet) ADJUSTED
 LH0422  ______________________________________________________________________
 LH0422  GEOID HEIGHT    -        -24.651 (meters)                     GEOID18
 LH0422  DYNAMIC HEIGHT  -        613.156 (meters)     2011.66  (feet) COMP
 LH0422  MODELED GRAVITY -    980,054.6   (mgal)                       NAVD 88
 LH0422
 LH0422  VERT ORDER      -  FIRST     CLASS II
 LH0422
 LH0422.The horizontal coordinates were scaled from a map and have
 LH0422.an estimated accuracy of +/- 6 seconds.
 LH0422
 LH0422.The orthometric height was determined by differential leveling and
 LH0422.adjusted by the NATIONAL GEODETIC SURVEY
 LH0422.in June 1991.
 LH0422
 LH0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0422.GEOID18 height accuracy estimate available here.
 LH0422
 LH0422.Click photographs - Photos may exist for this station.
 LH0422
 LH0422.The dynamic height is computed by dividing the NAVD 88
 LH0422.geopotential number by the normal gravity value computed on the
 LH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0422.degrees latitude (g = 980.6199 gals.).
 LH0422
 LH0422.The modeled gravity was interpolated from observed gravity values.
 LH0422
 LH0422;                    North         East    Units  Estimated Accuracy
 LH0422;SPC NE       -   111,430.      606,320.      MT  (+/- 180 meters Scaled)
 LH0422
 LH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219199(NAD 83)
 LH0422
 LH0422                          SUPERSEDED SURVEY CONTROL
 LH0422
 LH0422  NGVD 29 (??/??/92)  613.236  (m)         2011.93   (f) ADJ UNCH    1 2
 LH0422
 LH0422.Superseded values are not recommended for survey control.
 LH0422
 LH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0422.See file dsdata.pdf to determine how the superseded data were derived.
 LH0422
 LH0422_MARKER: DB = BENCH MARK DISK
 LH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0422_STAMPING: V 291 1949
 LH0422_MARK LOGO: CGS
 LH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0422+STABILITY: SURFACE MOTION
 LH0422
 LH0422  HISTORY     - Date     Condition        Report By
 LH0422  HISTORY     - 1949     MONUMENTED       CGS
 LH0422
 LH0422                          STATION DESCRIPTION
 LH0422
 LH0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0422'3.5 MI N FROM SHELTON.
 LH0422'3.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0422'SHELTON, AT THE SOUTHWEST CORNER OF SECTION 13, T. 10 N., R.
 LH0422'13 W., IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, IN
 LH0422'LINE WITH AN EAST-WEST ROW OF COTTONWOOD TREES, 51 FEET EAST
 LH0422'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE
 LH0422'CENTER LINE OF THE EAST-WEST ROAD, 26 FEET SOUTHEAST OF A POWER
 LH0422'LINE POLE, 1.9 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 LH0422'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0422'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0556 ***********************************************************************
 LH0556  DESIGNATION -  V 292
 LH0556  PID         -  LH0556
 LH0556  STATE/COUNTY-  NE/BUFFALO
 LH0556  COUNTRY     -  US
 LH0556  USGS QUAD   -  RIVERDALE (2017)
 LH0556
 LH0556                         *CURRENT SURVEY CONTROL
 LH0556  ______________________________________________________________________
 LH0556* NAD 83(1986) POSITION- 40 46 17.94   (N) 099 14 10.61   (W)   HD_HELD1
 LH0556* NAVD 88 ORTHO HEIGHT -   695.429 (meters)     2281.59  (feet) ADJUSTED
 LH0556  ______________________________________________________________________
 LH0556  GEOID HEIGHT    -        -24.230 (meters)                     GEOID18
 LH0556  DYNAMIC HEIGHT  -        695.033 (meters)     2280.29  (feet) COMP
 LH0556  MODELED GRAVITY -    980,032.0   (mgal)                       NAVD 88
 LH0556
 LH0556  VERT ORDER      -  SECOND    CLASS 0
 LH0556
 LH0556.The horizontal coordinates were determined by differentially corrected
 LH0556.hand held GPS observations or other comparable positioning techniques
 LH0556.and have an estimated accuracy of +/- 3 meters.
 LH0556
 LH0556.The orthometric height was determined by differential leveling and
 LH0556.adjusted by the NATIONAL GEODETIC SURVEY
 LH0556.in June 1991.
 LH0556
 LH0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0556.GEOID18 height accuracy estimate available here.
 LH0556
 LH0556.Click photographs - Photos may exist for this station.
 LH0556
 LH0556.The dynamic height is computed by dividing the NAVD 88
 LH0556.geopotential number by the normal gravity value computed on the
 LH0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0556.degrees latitude (g = 980.6199 gals.).
 LH0556
 LH0556.The modeled gravity was interpolated from observed gravity values.
 LH0556
 LH0556;                    North         East    Units  Estimated Accuracy
 LH0556;SPC NE       -   104,464.1     564,459.3     MT  (+/- 3 meters HH1 GPS) 
 LH0556
 LH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8006013435(NAD 83)
 LH0556
 LH0556                          SUPERSEDED SURVEY CONTROL
 LH0556
 LH0556  NGVD 29 (??/??/92)  695.176  (m)         2280.76   (f) ADJ UNCH    2 0
 LH0556
 LH0556.Superseded values are not recommended for survey control.
 LH0556
 LH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0556.See file dsdata.pdf to determine how the superseded data were derived.
 LH0556
 LH0556_MARKER: DB = BENCH MARK DISK
 LH0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0556_STAMPING: V 292 1949
 LH0556_MARK LOGO: CGS
 LH0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0556+STABILITY: SURFACE MOTION
 LH0556
 LH0556  HISTORY     - Date     Condition        Report By
 LH0556  HISTORY     - 1949     MONUMENTED       CGS
 LH0556
 LH0556                          STATION DESCRIPTION
 LH0556
 LH0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0556'5.4 MI SE FROM AMHERST.
 LH0556'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0556'PACIFIC RAILROAD STATION AT AMHERST, THENCE 3.1 MILES SOUTH
 LH0556'ALONG A COUNTY ROAD, AT THE NORTHEAST CORNER OF SECTION 10,
 LH0556'T. 9 N., R. 17 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD
 LH0556'CROSSING, 105 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LH0556'ROAD, 22 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LH0556'14 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET WEST OF A FENCE,
 LH0556'1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0556'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0610 ***********************************************************************
 LH0610  DESIGNATION -  V 293
 LH0610  PID         -  LH0610
 LH0610  STATE/COUNTY-  NE/BUFFALO
 LH0610  COUNTRY     -  US
 LH0610  USGS QUAD   -  PLEASANTON (2017)
 LH0610
 LH0610                         *CURRENT SURVEY CONTROL
 LH0610  ______________________________________________________________________
 LH0610* NAD 83(1986) POSITION- 40 58 31.     (N) 099 07 16.     (W)   SCALED
 LH0610* NAVD 88 ORTHO HEIGHT -   661.626 (meters)     2170.68  (feet) ADJUSTED
 LH0610  ______________________________________________________________________
 LH0610  GEOID HEIGHT    -        -24.012 (meters)                     GEOID18
 LH0610  DYNAMIC HEIGHT  -        661.269 (meters)     2169.51  (feet) COMP
 LH0610  MODELED GRAVITY -    980,062.7   (mgal)                       NAVD 88
 LH0610
 LH0610  VERT ORDER      -  SECOND    CLASS 0
 LH0610
 LH0610.The horizontal coordinates were scaled from a map and have
 LH0610.an estimated accuracy of +/- 6 seconds.
 LH0610
 LH0610.The orthometric height was determined by differential leveling and
 LH0610.adjusted by the NATIONAL GEODETIC SURVEY
 LH0610.in June 1991.
 LH0610
 LH0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0610.GEOID18 height accuracy estimate available here.
 LH0610
 LH0610.Click photographs - Photos may exist for this station.
 LH0610
 LH0610.The dynamic height is computed by dividing the NAVD 88
 LH0610.geopotential number by the normal gravity value computed on the
 LH0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0610.degrees latitude (g = 980.6199 gals.).
 LH0610
 LH0610.The modeled gravity was interpolated from observed gravity values.
 LH0610
 LH0610;                    North         East    Units  Estimated Accuracy
 LH0610;SPC NE       -   127,160.      573,950.      MT  (+/- 180 meters Scaled)
 LH0610
 LH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML898360(NAD 83)
 LH0610
 LH0610                          SUPERSEDED SURVEY CONTROL
 LH0610
 LH0610  NGVD 29 (??/??/92)  661.384  (m)         2169.89   (f) ADJ UNCH    2 0
 LH0610
 LH0610.Superseded values are not recommended for survey control.
 LH0610
 LH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0610.See file dsdata.pdf to determine how the superseded data were derived.
 LH0610
 LH0610_MARKER: DB = BENCH MARK DISK
 LH0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0610_STAMPING: V 293 1949
 LH0610_MARK LOGO: CGS
 LH0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0610+STABILITY: SURFACE MOTION
 LH0610
 LH0610  HISTORY     - Date     Condition        Report By
 LH0610  HISTORY     - 1949     MONUMENTED       CGS
 LH0610  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0610
 LH0610                          STATION DESCRIPTION
 LH0610
 LH0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0610'2.5 MI NW FROM PLEASANTON.
 LH0610'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0610'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 1.8 MILES WEST ALONG A
 LH0610'COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 28, T. 12 N., R.
 LH0610'16 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 78 FEET
 LH0610'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 45 FEET NORTH
 LH0610'OF A CORNER FENCE POST, 23 FEET WEST OF THE CENTER LINE OF THE
 LH0610'NORTH-SOUTH ROAD, 1.4 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A
 LH0610'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 LH0610'5 FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0610
 LH0610                          STATION RECOVERY (1962)
 LH0610
 LH0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0129 ***********************************************************************
 LG0129  DESIGNATION -  V 295
 LG0129  PID         -  LG0129
 LG0129  STATE/COUNTY-  NE/CASS
 LG0129  COUNTRY     -  US
 LG0129  USGS QUAD   -  MURDOCK (2017)
 LG0129
 LG0129                         *CURRENT SURVEY CONTROL
 LG0129  ______________________________________________________________________
 LG0129* NAD 83(1986) POSITION- 40 59 36.68   (N) 096 15 03.41   (W)   HD_HELD1
 LG0129* NAVD 88 ORTHO HEIGHT -   333.589 (meters)     1094.45  (feet) ADJUSTED
 LG0129  ______________________________________________________________________
 LG0129  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 LG0129  DYNAMIC HEIGHT  -        333.454 (meters)     1094.01  (feet) COMP
 LG0129  MODELED GRAVITY -    980,208.5   (mgal)                       NAVD 88
 LG0129
 LG0129  VERT ORDER      -  SECOND    CLASS 0
 LG0129
 LG0129.The horizontal coordinates were determined by differentially corrected
 LG0129.hand held GPS observations or other comparable positioning techniques
 LG0129.and have an estimated accuracy of +/- 3 meters.
 LG0129
 LG0129.The orthometric height was determined by differential leveling and
 LG0129.adjusted by the NATIONAL GEODETIC SURVEY
 LG0129.in June 1991.
 LG0129
 LG0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0129.GEOID18 height accuracy estimate available here.
 LG0129
 LG0129.Click photographs - Photos may exist for this station.
 LG0129
 LG0129.The dynamic height is computed by dividing the NAVD 88
 LG0129.geopotential number by the normal gravity value computed on the
 LG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0129.degrees latitude (g = 980.6199 gals.).
 LG0129
 LG0129.The modeled gravity was interpolated from observed gravity values.
 LG0129
 LG0129;                    North         East    Units  Estimated Accuracy
 LG0129;SPC NE       -   135,648.1     815,264.1     MT  (+/- 3 meters HH1 GPS) 
 LG0129
 LG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3123441678(NAD 83)
 LG0129
 LG0129                          SUPERSEDED SURVEY CONTROL
 LG0129
 LG0129  NGVD 29 (??/??/92)  333.490  (m)         1094.13   (f) ADJ UNCH    2 0
 LG0129
 LG0129.Superseded values are not recommended for survey control.
 LG0129
 LG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0129.See file dsdata.pdf to determine how the superseded data were derived.
 LG0129
 LG0129_MARKER: DB = BENCH MARK DISK
 LG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0129_STAMPING: V 295 1950
 LG0129_MARK LOGO: CGS
 LG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0129+STABILITY: SURFACE MOTION
 LG0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0129+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 LG0129
 LG0129  HISTORY     - Date     Condition        Report By
 LG0129  HISTORY     - 1950     MONUMENTED       CGS
 LG0129  HISTORY     - 20100803 GOOD             USACE
 LG0129  HISTORY     - 20120725 GOOD             NEDR
 LG0129
 LG0129                          STATION DESCRIPTION
 LG0129
 LG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0129'1 MI S FROM SOUTH BEND.
 LG0129'0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 LG0129'BEND, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, AT A T ROAD
 LG0129'JUNCTION, 83 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LG0129'ROAD, 31 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 3
 LG0129'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 LG0129'FENCE AROUND A SMALL CEMETERY, 2.2 FEET EAST OF A FENCE, 3 FEET
 LG0129'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0129'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LG0129
 LG0129                          STATION RECOVERY (2010)
 LG0129
 LG0129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (DDS)
 LG0129'MARK FOUND, NOT SUITABLE FOR GPS OCCUPATION. FROM THE INTX OF NE HWY
 LG0129'66 AND 328TH ST IN SOUTH BEND, FOLLOW 328TH ST SOUTH 0.5 MILE TO A T
 LG0129'INTX, WEST 0.1 MILE, ROAD BEARS SOUTH, FROM CL INTX 83' SOUTH, 31'
 LG0129'EAST, 3' SE OF THE SW COR OF A CONC BLOCK WALL, 3' EAST OF A WITNESS
 LG0129'POST, SET ATOP A CONC POST 0.5' ABOVE GROUND.
 LG0129
 LG0129                          STATION RECOVERY (2012)
 LG0129
 LG0129'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (AB)
 LG0129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0161 ***********************************************************************
 LG0161  DESIGNATION -  V 296
 LG0161  PID         -  LG0161
 LG0161  STATE/COUNTY-  NE/CASS
 LG0161  COUNTRY     -  US
 LG0161  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0161
 LG0161                         *CURRENT SURVEY CONTROL
 LG0161  ______________________________________________________________________
 LG0161* NAD 83(1986) POSITION- 40 55 47.     (N) 096 02 44.     (W)   SCALED
 LG0161* NAVD 88 ORTHO HEIGHT -   380.810 (meters)     1249.37  (feet) ADJUSTED
 LG0161  ______________________________________________________________________
 LG0161  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 LG0161  DYNAMIC HEIGHT  -        380.649 (meters)     1248.85  (feet) COMP
 LG0161  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 LG0161
 LG0161  VERT ORDER      -  SECOND    CLASS 0
 LG0161
 LG0161.The horizontal coordinates were scaled from a map and have
 LG0161.an estimated accuracy of +/- 6 seconds.
 LG0161
 LG0161.The orthometric height was determined by differential leveling and
 LG0161.adjusted by the NATIONAL GEODETIC SURVEY
 LG0161.in June 1991.
 LG0161
 LG0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0161.GEOID18 height accuracy estimate available here.
 LG0161
 LG0161.Click photographs - Photos may exist for this station.
 LG0161
 LG0161.The dynamic height is computed by dividing the NAVD 88
 LG0161.geopotential number by the normal gravity value computed on the
 LG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0161.degrees latitude (g = 980.6199 gals.).
 LG0161
 LG0161.The modeled gravity was interpolated from observed gravity values.
 LG0161
 LG0161;                    North         East    Units  Estimated Accuracy
 LG0161;SPC NE       -   129,340.      832,850.      MT  (+/- 180 meters Scaled)
 LG0161
 LG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL487351(NAD 83)
 LG0161
 LG0161                          SUPERSEDED SURVEY CONTROL
 LG0161
 LG0161  NGVD 29 (??/??/92)  380.712  (m)         1249.05   (f) ADJ UNCH    2 0
 LG0161
 LG0161.Superseded values are not recommended for survey control.
 LG0161
 LG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0161.See file dsdata.pdf to determine how the superseded data were derived.
 LG0161
 LG0161_MARKER: DB = BENCH MARK DISK
 LG0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0161_STAMPING: V 296 1949
 LG0161_MARK LOGO: CGS
 LG0161_PROJECTION: FLUSH
 LG0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0161+STABILITY: SURFACE MOTION
 LG0161
 LG0161  HISTORY     - Date     Condition        Report By
 LG0161  HISTORY     - 1949     MONUMENTED       CGS
 LG0161
 LG0161                          STATION DESCRIPTION
 LG0161
 LG0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0161'13.8 MI SW FROM PLATTSMOUTH.
 LG0161'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0161'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0161'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0161'ROAD, THENCE 5.0 MILES SOUTH ALONG A GRADED GRAVELED ROAD, AT THE
 LG0161'OXFORD SCHOOLHOUSE, 181 FEET WEST OF THE CENTER LINE OF
 LG0161'THE GRAVELED ROAD LEADING SOUTH, 62 FEET SOUTHEAST OF THE
 LG0161'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 28 FEET NORTH OF THE
 LG0161'CENTER LINE OF THE GRAVELED ROAD LEADING WEST, SET BETWEEN
 LG0161'2 LARGE POWER LINE POLES, 1.4 FEET EAST OF A REFERENCE POST,
 LG0161'AND SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH IS SET FLUSH
 LG0161'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1002 ***********************************************************************
 MK1002  DESIGNATION -  V 297
 MK1002  PID         -  MK1002
 MK1002  STATE/COUNTY-  NE/SAUNDERS
 MK1002  COUNTRY     -  US
 MK1002  USGS QUAD   -  WAHOO EAST (2017)
 MK1002
 MK1002                         *CURRENT SURVEY CONTROL
 MK1002  ______________________________________________________________________
 MK1002* NAD 83(1986) POSITION- 41 13 01.     (N) 096 36 11.     (W)   SCALED
 MK1002* NAVD 88 ORTHO HEIGHT -   359.292 (meters)     1178.78  (feet) ADJUSTED
 MK1002  ______________________________________________________________________
 MK1002  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 MK1002  DYNAMIC HEIGHT  -        359.121 (meters)     1178.22  (feet) COMP
 MK1002  MODELED GRAVITY -    980,138.0   (mgal)                       NAVD 88
 MK1002
 MK1002  VERT ORDER      -  SECOND    CLASS 0
 MK1002
 MK1002.The horizontal coordinates were scaled from a map and have
 MK1002.an estimated accuracy of +/- 6 seconds.
 MK1002
 MK1002.The orthometric height was determined by differential leveling and
 MK1002.adjusted by the NATIONAL GEODETIC SURVEY
 MK1002.in June 1991.
 MK1002
 MK1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1002.GEOID18 height accuracy estimate available here.
 MK1002
 MK1002.Click photographs - Photos may exist for this station.
 MK1002
 MK1002.The dynamic height is computed by dividing the NAVD 88
 MK1002.geopotential number by the normal gravity value computed on the
 MK1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1002.degrees latitude (g = 980.6199 gals.).
 MK1002
 MK1002.The modeled gravity was interpolated from observed gravity values.
 MK1002
 MK1002;                    North         East    Units  Estimated Accuracy
 MK1002;SPC NE       -   159,210.      784,700.      MT  (+/- 180 meters Scaled)
 MK1002
 MK1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL009656(NAD 83)
 MK1002
 MK1002                          SUPERSEDED SURVEY CONTROL
 MK1002
 MK1002  NGVD 29 (??/??/92)  359.148  (m)         1178.30   (f) ADJ UNCH    2 0
 MK1002
 MK1002.Superseded values are not recommended for survey control.
 MK1002
 MK1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1002.See file dsdata.pdf to determine how the superseded data were derived.
 MK1002
 MK1002_MARKER: DB = BENCH MARK DISK
 MK1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1002_SP_SET: BRIDGE
 MK1002_STAMPING: V 297 1950
 MK1002_MARK LOGO: CGS
 MK1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1002
 MK1002  HISTORY     - Date     Condition        Report By
 MK1002  HISTORY     - 1950     MONUMENTED       CGS
 MK1002  HISTORY     - 1984     GOOD             LOCSUR
 MK1002
 MK1002                          STATION DESCRIPTION
 MK1002
 MK1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1002'1.5 MI NE FROM WAHOO.
 MK1002'1.0 MILE NORTHEAST ALONG U.S. HIGHWAYS 77 AND 30A FROM THE COURTHOUSE
 MK1002'AT WAHOO, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, 10 FEET
 MK1002'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 MK1002'WEST END OF THE SOUTHEAST WINGWALL OF A STEEL BRIDGE OVER SAND CREEK,
 MK1002'8.5 FEET WEST OF THE EAST END OF THE WINGWALL, AND ABOUT LEVEL WITH
 MK1002'THE ROAD.
 MK1002
 MK1002                          STATION RECOVERY (1984)
 MK1002
 MK1002'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1023 ***********************************************************************
 MK1023  DESIGNATION -  V 298
 MK1023  PID         -  MK1023
 MK1023  STATE/COUNTY-  NE/SAUNDERS
 MK1023  COUNTRY     -  US
 MK1023  USGS QUAD   -  WAHOO EAST (2017)
 MK1023
 MK1023                         *CURRENT SURVEY CONTROL
 MK1023  ______________________________________________________________________
 MK1023* NAD 83(1986) POSITION- 41 08 49.64   (N) 096 31 13.84   (W)   HD_HELD1
 MK1023* NAVD 88 ORTHO HEIGHT -   342.308 (meters)     1123.06  (feet) ADJUSTED
 MK1023  ______________________________________________________________________
 MK1023  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 MK1023  DYNAMIC HEIGHT  -        342.156 (meters)     1122.56  (feet) COMP
 MK1023  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 MK1023
 MK1023  VERT ORDER      -  SECOND    CLASS 0
 MK1023
 MK1023.The horizontal coordinates were determined by differentially corrected
 MK1023.hand held GPS observations or other comparable positioning techniques
 MK1023.and have an estimated accuracy of +/- 3 meters.
 MK1023
 MK1023.The orthometric height was determined by differential leveling and
 MK1023.adjusted by the NATIONAL GEODETIC SURVEY
 MK1023.in June 1991.
 MK1023
 MK1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1023.GEOID18 height accuracy estimate available here.
 MK1023
 MK1023.Click photographs - Photos may exist for this station.
 MK1023
 MK1023.The dynamic height is computed by dividing the NAVD 88
 MK1023.geopotential number by the normal gravity value computed on the
 MK1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1023.degrees latitude (g = 980.6199 gals.).
 MK1023
 MK1023.The modeled gravity was interpolated from observed gravity values.
 MK1023
 MK1023;                    North         East    Units  Estimated Accuracy
 MK1023;SPC NE       -   151,739.5     791,922.7     MT  (+/- 3 meters HH1 GPS) 
 MK1023
 MK1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0807358052(NAD 83)
 MK1023
 MK1023                          SUPERSEDED SURVEY CONTROL
 MK1023
 MK1023  NGVD 29 (??/??/92)  342.182  (m)         1122.64   (f) ADJ UNCH    2 0
 MK1023
 MK1023.Superseded values are not recommended for survey control.
 MK1023
 MK1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1023.See file dsdata.pdf to determine how the superseded data were derived.
 MK1023
 MK1023_MARKER: DB = BENCH MARK DISK
 MK1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1023_STAMPING: V 298 1950
 MK1023_MARK LOGO: CGS
 MK1023_PROJECTION: PROJECTING 12 CENTIMETERS
 MK1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1023+STABILITY: SURFACE MOTION
 MK1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1023+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2019
 MK1023
 MK1023  HISTORY     - Date     Condition        Report By
 MK1023  HISTORY     - 1950     MONUMENTED       CGS
 MK1023  HISTORY     - 1984     GOOD             LOCSUR
 MK1023  HISTORY     - 20090218 GOOD             NEDR
 MK1023  HISTORY     - 20191017 GOOD             NEGS
 MK1023
 MK1023                          STATION DESCRIPTION
 MK1023
 MK1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1023'1.7 MI SE FROM ITHACA.
 MK1023'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK1023'ITHACA, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 63, AT A ROAD
 MK1023'INTERSECTION, 102 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1023'192 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 50
 MK1023'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO, BURLINGTON
 MK1023'AND QUINCY RAILROAD, 1 FOOT SOUTHWEST OF A FENCE, 1.4 FEET
 MK1023'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1023'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1023
 MK1023                          STATION RECOVERY (1984)
 MK1023
 MK1023'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1023'RECOVERED IN GOOD CONDITION.
 MK1023
 MK1023                          STATION RECOVERY (2009)
 MK1023
 MK1023'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK1023'STATION RECOVERY (2009)
 MK1023'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78B, AT ITHACA,
 MK1023'NE., PROCEED EAST ON STATE HIGHWAY 66 FOR 0.85 MILE TO THE MARK ON THE
 MK1023'RIGHT (SOUTH).
 MK1023'MARK IS 200 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 12, 94 FEET
 MK1023'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 66, 85.9 FEET SOUTHEAST OF
 MK1023'THE SOUTHEAST CORNER OF A HEADWALL, 187.5 FEET SOUTHWEST OF HIGHWAY 66
 MK1023'MILEPOST 82 SIGN POST, 85 FEET WEST OF THE CENTERLINE OF AN ABANDONED
 MK1023'RAILROAD TRACK (NOW A FIELD DRIVE), 0.5 FOOT NORTH OF A FIBERGLASS
 MK1023'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.
 MK1023
 MK1023                          STATION RECOVERY (2019)
 MK1023
 MK1023'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (BO)
 MK1023'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 66 AND STATE SPUR 78B, SOUTH
 MK1023'OF ITHACA, NE. - GO EAST ON N-66 FOR 0.85 MI (1.37 KM) TO MILE POST
 MK1023'81+96 AND THE MARK ON THE RIGHT (SOUTH).
 MK1023'
 MK1023'IT IS 94.0 FT (28.7 M) SOUTH OF THE CENTERLINE OF N-66, 187.5 FT (57.2
 MK1023'M) SOUTHWEST OF N-66 MILE POST 82 SIGN POST, 0.5 FT (15 CM) NORTH OF A
 MK1023'FIBERGLASS WITNESS POST, 200 FT (61.0 M) EAST OF THE CENTERLINE OF
 MK1023'COUNTY ROAD 12 AND 85.9 FT (26.2 M) SOUTHEAST OF THE SOUTHEAST CORNER
 MK1023'OF A HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2204 ***********************************************************************
 MK2204  DESIGNATION -  V 299 RESET
 MK2204  PID         -  MK2204
 MK2204  STATE/COUNTY-  NE/SAUNDERS
 MK2204  COUNTRY     -  US
 MK2204  USGS QUAD   -  MEAD (2017)
 MK2204
 MK2204                         *CURRENT SURVEY CONTROL
 MK2204  ______________________________________________________________________
 MK2204* NAD 83(1986) POSITION- 41 10 57.     (N) 096 24 22.     (W)   SCALED
 MK2204* NAVD 88 ORTHO HEIGHT -   354.47  (meters)     1163.0   (feet) RESET
 MK2204  ______________________________________________________________________
 MK2204  GEOID HEIGHT    -        -26.840 (meters)                     GEOID18
 MK2204  VERT ORDER      -  THIRD
 MK2204
 MK2204.The horizontal coordinates were scaled from a map and have
 MK2204.an estimated accuracy of +/- 6 seconds.
 MK2204
 MK2204.The orthometric height was computed from unverified reset data.
 MK2204
 MK2204.No vertical observational check was made to the station.
 MK2204
 MK2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2204.GEOID18 height accuracy estimate available here.
 MK2204
 MK2204.Click photographs - Photos may exist for this station.
 MK2204
 MK2204;                    North         East    Units  Estimated Accuracy
 MK2204;SPC NE       -   156,060.      801,350.      MT  (+/- 180 meters Scaled)
 MK2204
 MK2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL175622(NAD 83)
 MK2204
 MK2204                          SUPERSEDED SURVEY CONTROL
 MK2204
 MK2204  NGVD 29 (01/31/13)  354.35   (m)         1162.6    (f) RESET       3  
 MK2204
 MK2204.Superseded values are not recommended for survey control.
 MK2204
 MK2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2204.See file dsdata.pdf to determine how the superseded data were derived.
 MK2204
 MK2204_MARKER: DV = VERTICAL CONTROL DISK
 MK2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2204_STAMPING: V 299 RESET 1992
 MK2204_MARK LOGO: NGS
 MK2204_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2204+STABILITY: SURFACE MOTION
 MK2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2204+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MK2204
 MK2204  HISTORY     - Date     Condition        Report By
 MK2204  HISTORY     - 1992     MONUMENTED       NEDR
 MK2204
 MK2204                          STATION DESCRIPTION
 MK2204
 MK2204'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 MK2204'FROM THE INTERSECTION OF FIRST STREET AND VINE STREET, AT THE POST
 MK2204'OFFICE IN YUTAN, GO WEST ON VINE STREET FOR 1 BLOCK TO SECOND STREET.
 MK2204'TURN LEFT AND GO SOUTH FOR 0.8 MI (1.3 KM) TO STATE HIGHWAY 92.
 MK2204'CONTINUE SOUTH ON A COUNTY ROAD FOR 3.1 MI (5.0 KM) TO AN
 MK2204'INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.5 MI (0.8 KM) TO AN
 MK2204'INTERSECTION.  TURN LEFT AND GO SOUTH TO A FARM DRIVE AND THE BENCH
 MK2204'MARK ON THE LEFT, 204.O FT EAST FROM THE CENTERLINE OF THE COUNTY
 MK2204'ROAD AND 9.5 FT (2.9 M) SOUTH FROM THE CENTERLINE OF THE FARM DRIVE,
 MK2204'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MK2204'SURFACE.  IT IS 20.0 FT (6.1 M) WEST-NORTHWEST FROM THE CENTER OF THE
 MK2204'TOP OF THE SOUTH END OF A CORRUGATED METAL PIPE CULVERT AND 12.75 FT
 MK2204'(3.89 M) WEST FROM THE BOTTOM OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0773 ***********************************************************************
 MK0773  DESIGNATION -  V 300
 MK0773  PID         -  MK0773
 MK0773  STATE/COUNTY-  NE/DOUGLAS
 MK0773  COUNTRY     -  US
 MK0773  USGS QUAD   -  GRETNA (2017)
 MK0773
 MK0773                         *CURRENT SURVEY CONTROL
 MK0773  ______________________________________________________________________
 MK0773* NAD 83(1986) POSITION- 41 11 29.     (N) 096 12 54.     (W)   SCALED
 MK0773* NAVD 88 ORTHO HEIGHT -   357.887 (meters)     1174.17  (feet) ADJUSTED
 MK0773  ______________________________________________________________________
 MK0773  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 MK0773  DYNAMIC HEIGHT  -        357.733 (meters)     1173.66  (feet) COMP
 MK0773  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 MK0773
 MK0773  VERT ORDER      -  SECOND    CLASS 0
 MK0773
 MK0773.The horizontal coordinates were scaled from a map and have
 MK0773.an estimated accuracy of +/- 6 seconds.
 MK0773
 MK0773.The orthometric height was determined by differential leveling and
 MK0773.adjusted by the NATIONAL GEODETIC SURVEY
 MK0773.in June 1991.
 MK0773
 MK0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0773.GEOID18 height accuracy estimate available here.
 MK0773
 MK0773.Click photographs - Photos may exist for this station.
 MK0773
 MK0773.The dynamic height is computed by dividing the NAVD 88
 MK0773.geopotential number by the normal gravity value computed on the
 MK0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0773.degrees latitude (g = 980.6199 gals.).
 MK0773
 MK0773.The modeled gravity was interpolated from observed gravity values.
 MK0773
 MK0773;                    North         East    Units  Estimated Accuracy
 MK0773;SPC NE       -   157,730.      817,320.      MT  (+/- 180 meters Scaled)
 MK0773
 MK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL335637(NAD 83)
 MK0773
 MK0773                          SUPERSEDED SURVEY CONTROL
 MK0773
 MK0773  NGVD 29 (??/??/92)  357.773  (m)         1173.79   (f) ADJ UNCH    2 0
 MK0773
 MK0773.Superseded values are not recommended for survey control.
 MK0773
 MK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0773.See file dsdata.pdf to determine how the superseded data were derived.
 MK0773
 MK0773_MARKER: DB = BENCH MARK DISK
 MK0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0773_SP_SET: BUILDING
 MK0773_STAMPING: V 300 1950
 MK0773_MARK LOGO: CGS
 MK0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0773+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 MK0773
 MK0773  HISTORY     - Date     Condition        Report By
 MK0773  HISTORY     - 1950     MONUMENTED       CGS
 MK0773  HISTORY     - 1976     GOOD             LOCSUR
 MK0773  HISTORY     - 20110118 GOOD             INDIV
 MK0773  HISTORY     - 20110527 GOOD             THOMDD
 MK0773
 MK0773                          STATION DESCRIPTION
 MK0773
 MK0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0773'5.1 MI NE FROM GRETNA.
 MK0773'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0773'GRETNA, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE 1.0
 MK0773'MILE EAST ALONG A GRADED DIRT ROAD, THENCE 2.1 MILES NORTH ALONG
 MK0773'A GRADED DIRT ROAD, AT THE SUNNY SLOPE SCHOOL, 1.9 FEET EAST OF
 MK0773'THE SOUTHWEST CORNER OF THE BUILDING, 1.8 FEET ABOVE THE GROUND,
 MK0773'SET VERTICALLY IN THE SOUTH BRICK WALL OF THE SCHOOL BUILDING.
 MK0773
 MK0773                          STATION RECOVERY (1976)
 MK0773
 MK0773'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0773'RECOVERED IN GOOD CONDITION.
 MK0773
 MK0773                          STATION RECOVERY (2011)
 MK0773
 MK0773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0773'RECOVERED IN GOOD CONDITION.
 MK0773
 MK0773                          STATION RECOVERY (2011)
 MK0773
 MK0773'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2011 (MTC)
 MK0773'THE BUILDING IS LOCATED ON PRIVATE PROPERTY AT THE NORTHEAST CORNER OF
 MK0773'THE INTERSECTION OF 192ND STREET AND HARRISON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0677 ***********************************************************************
 MK0677  DESIGNATION -  V 301
 MK0677  PID         -  MK0677
 MK0677  STATE/COUNTY-  NE/SARPY
 MK0677  COUNTRY     -  US
 MK0677  USGS QUAD   -  GRETNA (2017)
 MK0677
 MK0677                         *CURRENT SURVEY CONTROL
 MK0677  ______________________________________________________________________
 MK0677* NAD 83(1986) POSITION- 41 10 57.38   (N) 096 10 50.68   (W)   HD_HELD1
 MK0677* NAVD 88 ORTHO HEIGHT -   336.789 (meters)     1104.95  (feet) ADJUSTED
 MK0677  ______________________________________________________________________
 MK0677  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 MK0677  DYNAMIC HEIGHT  -        336.644 (meters)     1104.47  (feet) COMP
 MK0677  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 MK0677
 MK0677  VERT ORDER      -  SECOND    CLASS 0
 MK0677
 MK0677.The horizontal coordinates were determined by differentially corrected
 MK0677.hand held GPS observations or other comparable positioning techniques
 MK0677.and have an estimated accuracy of +/- 3 meters.
 MK0677
 MK0677.The orthometric height was determined by differential leveling and
 MK0677.adjusted by the NATIONAL GEODETIC SURVEY
 MK0677.in June 1991.
 MK0677
 MK0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0677.GEOID18 height accuracy estimate available here.
 MK0677
 MK0677.Click photographs - Photos may exist for this station.
 MK0677
 MK0677.The dynamic height is computed by dividing the NAVD 88
 MK0677.geopotential number by the normal gravity value computed on the
 MK0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0677.degrees latitude (g = 980.6199 gals.).
 MK0677
 MK0677.The modeled gravity was interpolated from observed gravity values.
 MK0677
 MK0677;                    North         East    Units  Estimated Accuracy
 MK0677;SPC NE       -   156,878.2     820,236.8     MT  (+/- 3 meters HH1 GPS) 
 MK0677
 MK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3646062860(NAD 83)
 MK0677
 MK0677                          SUPERSEDED SURVEY CONTROL
 MK0677
 MK0677  NGVD 29 (??/??/92)  336.676  (m)         1104.58   (f) ADJ UNCH    2 0
 MK0677
 MK0677.Superseded values are not recommended for survey control.
 MK0677
 MK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0677.See file dsdata.pdf to determine how the superseded data were derived.
 MK0677
 MK0677_MARKER: DB = BENCH MARK DISK
 MK0677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0677_SP_SET: BRIDGE SEAT
 MK0677_STAMPING: V 301 1950
 MK0677_MARK LOGO: CGS
 MK0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0677+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 MK0677
 MK0677  HISTORY     - Date     Condition        Report By
 MK0677  HISTORY     - 1950     MONUMENTED       CGS
 MK0677  HISTORY     - 19870519 GOOD             NGS
 MK0677
 MK0677                          STATION DESCRIPTION
 MK0677
 MK0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0677'1.6 MI W FROM CHALCO.
 MK0677'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0677'FROM THE STATION AT CHALCO, 6.4 FEET NORTH OF THE NORTH RAIL, 4
 MK0677'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END
 MK0677'OF THE EAST BRIDGE SEAT OF BRIDGE 32.97.
 MK0677
 MK0677                          STATION RECOVERY (1987)
 MK0677
 MK0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0677'RECOVERED IN GOOD CONDITION, 3.2 KM (2.00 MI) WEST ALONG Q STREET,
 MK0677'FROM 144TH STREET IN MILLARD, THEN 2.41 KM (1.50 MI) SOUTH ON 168TH
 MK0677'STREET TO THE BN RAILROAD, THEN 0.32 KM (0.20 MI) SOUTHWEST ALONG THE
 MK0677'TRACKS TO THE MARK IN THE TOP OF THE NORTH END OF AN ABANDONED BRIDGE
 MK0677'SEAT, 5.49 M (18.0 FT) WEST FROM THE EXISTING BRIDGE SEAT, 1.95 M
 MK0677'(6.4 FT) NORTH OF THE NORTH RAIL, 1.22 M (4.0 FT) LOWER THAN THE
 MK0677'TRACKS AND AT BRIDGE 32.97.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0678 ***********************************************************************
 MK0678  DESIGNATION -  V 301 RESET
 MK0678  PID         -  MK0678
 MK0678  STATE/COUNTY-  NE/SARPY
 MK0678  COUNTRY     -  US
 MK0678  USGS QUAD   -  GRETNA (2017)
 MK0678
 MK0678                         *CURRENT SURVEY CONTROL
 MK0678  ______________________________________________________________________
 MK0678* NAD 83(1986) POSITION- 41 10 57.7    (N) 096 10 50.6    (W)   HD_HELD2
 MK0678* NAVD 88 ORTHO HEIGHT -   338.06  (meters)     1109.1   (feet) RESET
 MK0678  ______________________________________________________________________
 MK0678  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 MK0678  VERT ORDER      -  THIRD
 MK0678
 MK0678.The horizontal coordinates were established by autonomous hand held GPS
 MK0678.observations and have an estimated accuracy of +/- 10 meters.
 MK0678
 MK0678.The orthometric height was computed from unverified reset data.
 MK0678
 MK0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0678.GEOID18 height accuracy estimate available here.
 MK0678
 MK0678.Click photographs - Photos may exist for this station.
 MK0678
 MK0678;                    North         East    Units  Estimated Accuracy
 MK0678;SPC NE       -   156,888.      820,238.      MT  (+/- 10 meters HH2 GPS)
 MK0678
 MK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3646262870(NAD 83)
 MK0678
 MK0678                          SUPERSEDED SURVEY CONTROL
 MK0678
 MK0678.No superseded survey control is available for this station.
 MK0678
 MK0678_MARKER: DB = BENCH MARK DISK
 MK0678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0678_SP_SET: BRIDGE ABUTMENT
 MK0678_STAMPING: V 301 RESET 1969
 MK0678_MARK LOGO: CGS
 MK0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0678+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 MK0678
 MK0678  HISTORY     - Date     Condition        Report By
 MK0678  HISTORY     - 1969     MONUMENTED       CBQRR
 MK0678  HISTORY     - 1971     GOOD             NGS
 MK0678  HISTORY     - 1974     GOOD             LOCSUR
 MK0678  HISTORY     - 19870519 GOOD             NGS
 MK0678
 MK0678                          STATION DESCRIPTION
 MK0678
 MK0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK0678'1.6 MI W FROM CHALCO.
 MK0678'ABOUT 1.6 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 MK0678'THE STATION AT CHALCO, 8.5 FEET SOUTH OF THE CENTER LINE OF THE
 MK0678'TRACK, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF THE
 MK0678'SOUTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE 32.97.
 MK0678
 MK0678                          STATION RECOVERY (1974)
 MK0678
 MK0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0678'RECOVERED IN GOOD CONDITION.
 MK0678
 MK0678                          STATION RECOVERY (1987)
 MK0678
 MK0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0678'RECOVERED IN GOOD CONDITION, 3.2 KM (2.00 MI) WEST ALONG Q STREET,
 MK0678'FROM 144TH STREET IN MILLARD, THEN 2.41 KM (1.50 MI) SOUTH ON 168TH
 MK0678'STREET TO THE BN RAILROAD, THEN 0.32 KM (0.20 MI) SOUTHWEST ALONG THE
 MK0678'TRACKS TO THE, 2.59 M (8.5 FT) SOUTH FROM THE CENTERLINE OF THE TRACK
 MK0678'AND ABOUT 0.3 M (1.0 FT) BELOW THE TRACKS. BM V 301 IS IN THE TOP OF
 MK0678'THE NORTH END OF THE OLD ABANDONED BRIDGE SEAT AT THE EAST END OF THE
 MK0678'BRIDGE, 5.49 M (18.0 FT) WEST FROM THE EAST END OF THE BRIDGE, 1.95 M
 MK0678'(6.4 FT) NORTH OF THE NORTH RAIL AND ABOUT 1.22 M (4.0 FT) LOWER THAN
 MK0678'THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0666 ***********************************************************************
 MK0666  DESIGNATION -  V 302
 MK0666  PID         -  MK0666
 MK0666  STATE/COUNTY-  NE/DOUGLAS
 MK0666  COUNTRY     -  US
 MK0666  USGS QUAD   -  RALSTON (2017)
 MK0666
 MK0666                         *CURRENT SURVEY CONTROL
 MK0666  ______________________________________________________________________
 MK0666* NAD 83(1986) POSITION- 41 11 54.19   (N) 096 00 22.87   (W)   HD_HELD1
 MK0666* NAVD 88 ORTHO HEIGHT -   308.531 (meters)     1012.24  (feet) ADJUSTED
 MK0666  ______________________________________________________________________
 MK0666  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 MK0666  DYNAMIC HEIGHT  -        308.403 (meters)     1011.82  (feet) COMP
 MK0666  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 MK0666
 MK0666  VERT ORDER      -  SECOND    CLASS 0
 MK0666
 MK0666.The horizontal coordinates were determined by differentially corrected
 MK0666.hand held GPS observations or other comparable positioning techniques
 MK0666.and have an estimated accuracy of +/- 3 meters.
 MK0666
 MK0666.The orthometric height was determined by differential leveling and
 MK0666.adjusted by the NATIONAL GEODETIC SURVEY
 MK0666.in June 1991.
 MK0666
 MK0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0666.GEOID18 height accuracy estimate available here.
 MK0666
 MK0666.Click photographs - Photos may exist for this station.
 MK0666
 MK0666.The dynamic height is computed by dividing the NAVD 88
 MK0666.geopotential number by the normal gravity value computed on the
 MK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0666.degrees latitude (g = 980.6199 gals.).
 MK0666
 MK0666.The modeled gravity was interpolated from observed gravity values.
 MK0666
 MK0666;                    North         East    Units  Estimated Accuracy
 MK0666;SPC NE       -   159,289.0     834,768.1     MT  (+/- 3 meters HH1 GPS) 
 MK0666
 MK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5102965101(NAD 83)
 MK0666
 MK0666                          SUPERSEDED SURVEY CONTROL
 MK0666
 MK0666  NGVD 29 (??/??/92)  308.417  (m)         1011.86   (f) ADJ UNCH    2 0
 MK0666
 MK0666.Superseded values are not recommended for survey control.
 MK0666
 MK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0666.See file dsdata.pdf to determine how the superseded data were derived.
 MK0666
 MK0666_MARKER: DB = BENCH MARK DISK
 MK0666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0666_SP_SET: BRIDGE ABUTMENT
 MK0666_STAMPING: V 302 1950
 MK0666_MARK LOGO: CGS
 MK0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0666+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 MK0666
 MK0666  HISTORY     - Date     Condition        Report By
 MK0666  HISTORY     - 1950     MONUMENTED       CGS
 MK0666  HISTORY     - 1976     GOOD             LOCSUR
 MK0666  HISTORY     - 20071227 GOOD             THOMDD
 MK0666  HISTORY     - 20110214 GOOD             INDIV
 MK0666
 MK0666                          STATION DESCRIPTION
 MK0666
 MK0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0666'1.3 MI E FROM RALSTON.
 MK0666'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0666'FROM THE STATION AT RALSTON, 5.4 FEET SOUTH OF THE SOUTH RAIL,
 MK0666'5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END
 MK0666'OF THE EAST BRIDGE SEAT OF BRIDGE 23.12.
 MK0666
 MK0666                          STATION RECOVERY (1976)
 MK0666
 MK0666'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0666'RECOVERED IN GOOD CONDITION.
 MK0666
 MK0666                          STATION RECOVERY (2007)
 MK0666
 MK0666'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2007 (MTC)
 MK0666'RR BRIDGE IS OVER 60TH STREET IN DOUGLAS COUNTY, NE.
 MK0666
 MK0666                          STATION RECOVERY (2011)
 MK0666
 MK0666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0855 ***********************************************************************
 MK0855  DESIGNATION -  V 303
 MK0855  PID         -  MK0855
 MK0855  STATE/COUNTY-  NE/DOUGLAS
 MK0855  COUNTRY     -  US
 MK0855  USGS QUAD   -  VALLEY (2017)
 MK0855
 MK0855                         *CURRENT SURVEY CONTROL
 MK0855  ______________________________________________________________________
 MK0855* NAD 83(1986) POSITION- 41 19 43.     (N) 096 22 05.     (W)   SCALED
 MK0855* NAVD 88 ORTHO HEIGHT -   350.097 (meters)     1148.61  (feet) ADJUSTED
 MK0855  ______________________________________________________________________
 MK0855  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 MK0855  DYNAMIC HEIGHT  -        349.934 (meters)     1148.08  (feet) COMP
 MK0855  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 MK0855
 MK0855  VERT ORDER      -  SECOND    CLASS 0
 MK0855
 MK0855.The horizontal coordinates were scaled from a map and have
 MK0855.an estimated accuracy of +/- 6 seconds.
 MK0855
 MK0855.The orthometric height was determined by differential leveling and
 MK0855.adjusted by the NATIONAL GEODETIC SURVEY
 MK0855.in June 1991.
 MK0855
 MK0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0855.GEOID18 height accuracy estimate available here.
 MK0855
 MK0855.Click photographs - Photos may exist for this station.
 MK0855
 MK0855.The dynamic height is computed by dividing the NAVD 88
 MK0855.geopotential number by the normal gravity value computed on the
 MK0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0855.degrees latitude (g = 980.6199 gals.).
 MK0855
 MK0855.The modeled gravity was interpolated from observed gravity values.
 MK0855
 MK0855;                    North         East    Units  Estimated Accuracy
 MK0855;SPC NE       -   172,400.      803,860.      MT  (+/- 180 meters Scaled)
 MK0855
 MK0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL202785(NAD 83)
 MK0855
 MK0855                          SUPERSEDED SURVEY CONTROL
 MK0855
 MK0855  NGVD 29 (??/??/92)  349.958  (m)         1148.15   (f) ADJ UNCH    2 0
 MK0855
 MK0855.Superseded values are not recommended for survey control.
 MK0855
 MK0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0855.See file dsdata.pdf to determine how the superseded data were derived.
 MK0855
 MK0855_MARKER: DB = BENCH MARK DISK
 MK0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0855_STAMPING: V 303 1950
 MK0855_MARK LOGO: CGS
 MK0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0855+STABILITY: SURFACE MOTION
 MK0855
 MK0855  HISTORY     - Date     Condition        Report By
 MK0855  HISTORY     - 1950     MONUMENTED       CGS
 MK0855  HISTORY     - 1976     GOOD             LOCSUR
 MK0855
 MK0855                          STATION DESCRIPTION
 MK0855
 MK0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0855'1.7 MI NW FROM VALLEY.
 MK0855'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE UNION PACIFIC
 MK0855'RAILROAD STATION AT VALLEY, THENCE 0.1 MILE SOUTH ALONG A GRAVELED
 MK0855'ROAD, AT THE NORTHEAST CORNER OF THE VALLEY AIRPORT, 35 FEET WEST
 MK0855'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET SOUTH OF A
 MK0855'POWER POLE, 4 FEET WEST OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 MK0855'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK0855'GROUND.
 MK0855
 MK0855                          STATION RECOVERY (1976)
 MK0855
 MK0855'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0999 ***********************************************************************
 MK0999  DESIGNATION -  V 304
 MK0999  PID         -  MK0999
 MK0999  STATE/COUNTY-  NE/SAUNDERS
 MK0999  COUNTRY     -  US
 MK0999  USGS QUAD   -  FREMONT WEST (2017)
 MK0999
 MK0999                         *CURRENT SURVEY CONTROL
 MK0999  ______________________________________________________________________
 MK0999* NAD 83(1986) POSITION- 41 23 37.     (N) 096 31 17.     (W)   SCALED
 MK0999* NAVD 88 ORTHO HEIGHT -   407.101 (meters)     1335.63  (feet) ADJUSTED
 MK0999  ______________________________________________________________________
 MK0999  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 MK0999  DYNAMIC HEIGHT  -        406.914 (meters)     1335.02  (feet) COMP
 MK0999  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 MK0999
 MK0999  VERT ORDER      -  SECOND    CLASS 0
 MK0999
 MK0999.The horizontal coordinates were scaled from a map and have
 MK0999.an estimated accuracy of +/- 6 seconds.
 MK0999
 MK0999.The orthometric height was determined by differential leveling and
 MK0999.adjusted by the NATIONAL GEODETIC SURVEY
 MK0999.in June 1991.
 MK0999
 MK0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0999.GEOID18 height accuracy estimate available here.
 MK0999
 MK0999.Click photographs - Photos may exist for this station.
 MK0999
 MK0999.The dynamic height is computed by dividing the NAVD 88
 MK0999.geopotential number by the normal gravity value computed on the
 MK0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0999.degrees latitude (g = 980.6199 gals.).
 MK0999
 MK0999.The modeled gravity was interpolated from observed gravity values.
 MK0999
 MK0999;                    North         East    Units  Estimated Accuracy
 MK0999;SPC NE       -   179,080.      790,750.      MT  (+/- 180 meters Scaled)
 MK0999
 MK0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL072854(NAD 83)
 MK0999
 MK0999                          SUPERSEDED SURVEY CONTROL
 MK0999
 MK0999  NGVD 29 (??/??/92)  406.949  (m)         1335.13   (f) ADJ UNCH    2 0
 MK0999
 MK0999.Superseded values are not recommended for survey control.
 MK0999
 MK0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0999.See file dsdata.pdf to determine how the superseded data were derived.
 MK0999
 MK0999_MARKER: DB = BENCH MARK DISK
 MK0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0999_STAMPING: V 304 1950
 MK0999_MARK LOGO: CGS
 MK0999_PROJECTION: PROJECTING
 MK0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0999+STABILITY: SURFACE MOTION
 MK0999
 MK0999  HISTORY     - Date     Condition        Report By
 MK0999  HISTORY     - 1950     MONUMENTED       CGS
 MK0999  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0999
 MK0999                          STATION DESCRIPTION
 MK0999
 MK0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0999'3.9 MI SW FROM FREMONT.
 MK0999'2.9 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK0999'FREMONT, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 109, 23 FEET
 MK0999'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 75 FEET NORTH
 MK0999'OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET WEST OF A TELEPHONE
 MK0999'POLE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0999'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK
 MK0999'IS 0.8 MILE EAST OF BENCH MARK BECK R.M. 2.
 MK0999
 MK0999                          STATION RECOVERY (1966)
 MK0999
 MK0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0999'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0853 ***********************************************************************
 LH0853  DESIGNATION -  V 305
 LH0853  PID         -  LH0853
 LH0853  STATE/COUNTY-  NE/DAWSON
 LH0853  COUNTRY     -  US
 LH0853  USGS QUAD   -  COZAD (2017)
 LH0853
 LH0853                         *CURRENT SURVEY CONTROL
 LH0853  ______________________________________________________________________
 LH0853* NAD 83(1986) POSITION- 40 51 32.     (N) 099 52 55.     (W)   SCALED
 LH0853* NAVD 88 ORTHO HEIGHT -   753.619 (meters)     2472.50  (feet) ADJUSTED
 LH0853  ______________________________________________________________________
 LH0853  GEOID HEIGHT    -        -23.517 (meters)                     GEOID18
 LH0853  DYNAMIC HEIGHT  -        753.178 (meters)     2471.05  (feet) COMP
 LH0853  MODELED GRAVITY -    980,014.8   (mgal)                       NAVD 88
 LH0853
 LH0853  VERT ORDER      -  SECOND    CLASS 0
 LH0853
 LH0853.The horizontal coordinates were scaled from a map and have
 LH0853.an estimated accuracy of +/- 6 seconds.
 LH0853
 LH0853.The orthometric height was determined by differential leveling and
 LH0853.adjusted by the NATIONAL GEODETIC SURVEY
 LH0853.in June 1991.
 LH0853
 LH0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0853.GEOID18 height accuracy estimate available here.
 LH0853
 LH0853.Click photographs - Photos may exist for this station.
 LH0853
 LH0853.The dynamic height is computed by dividing the NAVD 88
 LH0853.geopotential number by the normal gravity value computed on the
 LH0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0853.degrees latitude (g = 980.6199 gals.).
 LH0853
 LH0853.The modeled gravity was interpolated from observed gravity values.
 LH0853
 LH0853;                    North         East    Units  Estimated Accuracy
 LH0853;SPC NE       -   113,870.      509,950.      MT  (+/- 180 meters Scaled)
 LH0853
 LH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML256234(NAD 83)
 LH0853
 LH0853                          SUPERSEDED SURVEY CONTROL
 LH0853
 LH0853  NGVD 29 (??/??/92)  753.322  (m)         2471.52   (f) ADJ UNCH    2 0
 LH0853
 LH0853.Superseded values are not recommended for survey control.
 LH0853
 LH0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0853.See file dsdata.pdf to determine how the superseded data were derived.
 LH0853
 LH0853_MARKER: DB = BENCH MARK DISK
 LH0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0853_STAMPING: V 305 1950
 LH0853_MARK LOGO: CGS
 LH0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0853+STABILITY: SURFACE MOTION
 LH0853
 LH0853  HISTORY     - Date     Condition        Report By
 LH0853  HISTORY     - 1950     MONUMENTED       CGS
 LH0853
 LH0853                          STATION DESCRIPTION
 LH0853
 LH0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0853'3 MI N FROM DARR.
 LH0853'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0853'RAILROAD STATION AT DARR, THENCE 2.75 MILES NORTH ALONG A
 LH0853'GRAVELED ROAD, AT THE FARM HOME OF J.W. MARSHALL, 285 FEET
 LH0853'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 92 FEET EAST
 LH0853'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 29 FEET SOUTH OF
 LH0853'THE SOUTHWEST CORNER OF THE FARMHOUSE, 44 FEET NORTHWEST OF THE
 LH0853'NORTHWEST LEG OF A WINDMILL TOWER, 12 FEET NORTH OF THE CENTER
 LH0853'LINE OF A PRIVATE DRIVEWAY, 1.4 FEET WEST OF A WITNESS POST,
 LH0853'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 LH0853'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0197 ***********************************************************************
 ML0197  DESIGNATION -  V 306
 ML0197  PID         -  ML0197
 ML0197  STATE/COUNTY-  NE/HOWARD
 ML0197  COUNTRY     -  US
 ML0197  USGS QUAD   -  WOLBACH SW (2017)
 ML0197
 ML0197                         *CURRENT SURVEY CONTROL
 ML0197  ______________________________________________________________________
 ML0197* NAD 83(1986) POSITION- 41 16 30.     (N) 098 25 39.     (W)   SCALED
 ML0197* NAVD 88 ORTHO HEIGHT -   547.375 (meters)     1795.85  (feet) ADJUSTED
 ML0197  ______________________________________________________________________
 ML0197  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 ML0197  DYNAMIC HEIGHT  -        547.102 (meters)     1794.95  (feet) COMP
 ML0197  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 ML0197
 ML0197  VERT ORDER      -  SECOND    CLASS 0
 ML0197
 ML0197.The horizontal coordinates were scaled from a map and have
 ML0197.an estimated accuracy of +/- 6 seconds.
 ML0197
 ML0197.The orthometric height was determined by differential leveling and
 ML0197.adjusted by the NATIONAL GEODETIC SURVEY
 ML0197.in June 1991.
 ML0197
 ML0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0197.GEOID18 height accuracy estimate available here.
 ML0197
 ML0197.Click photographs - Photos may exist for this station.
 ML0197
 ML0197.The dynamic height is computed by dividing the NAVD 88
 ML0197.geopotential number by the normal gravity value computed on the
 ML0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0197.degrees latitude (g = 980.6199 gals.).
 ML0197
 ML0197.The modeled gravity was interpolated from observed gravity values.
 ML0197
 ML0197;                    North         East    Units  Estimated Accuracy
 ML0197;SPC NE       -   161,260.      631,700.      MT  (+/- 180 meters Scaled)
 ML0197
 ML0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479694(NAD 83)
 ML0197
 ML0197                          SUPERSEDED SURVEY CONTROL
 ML0197
 ML0197  NGVD 29 (??/??/92)  547.133  (m)         1795.05   (f) ADJ UNCH    2 0
 ML0197
 ML0197.Superseded values are not recommended for survey control.
 ML0197
 ML0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0197.See file dsdata.pdf to determine how the superseded data were derived.
 ML0197
 ML0197_MARKER: DB = BENCH MARK DISK
 ML0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0197_STAMPING: V 306 1950
 ML0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0197+STABILITY: SURFACE MOTION
 ML0197
 ML0197  HISTORY     - Date     Condition        Report By
 ML0197  HISTORY     - 1950     MONUMENTED       CGS
 ML0197
 ML0197                          STATION DESCRIPTION
 ML0197
 ML0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0197'5.8 MI N FROM ST PAUL.
 ML0197'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0197'ST. PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE
 ML0197'1.4 MILES EAST ALONG STATE HIGHWAY 96, ON THE OUTSIDE OF A CURVE
 ML0197'IN THE HIGHWAY, 76 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ML0197'HIGHWAY, 2 FEET NORTHEAST OF A POWER POLE, 0.8 FOOT NORTH OF
 ML0197'A FENCE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0197'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1607 ***********************************************************************
 MK1607  DESIGNATION -  V 307
 MK1607  PID         -  MK1607
 MK1607  STATE/COUNTY-  NE/NANCE
 MK1607  COUNTRY     -  US
 MK1607  USGS QUAD   -  FULLERTON (2017)
 MK1607
 MK1607                         *CURRENT SURVEY CONTROL
 MK1607  ______________________________________________________________________
 MK1607* NAD 83(1986) POSITION- 41 20 37.     (N) 097 56 26.     (W)   SCALED
 MK1607* NAVD 88 ORTHO HEIGHT -   495.694 (meters)     1626.29  (feet) ADJUSTED
 MK1607  ______________________________________________________________________
 MK1607  GEOID HEIGHT    -        -24.934 (meters)                     GEOID18
 MK1607  DYNAMIC HEIGHT  -        495.467 (meters)     1625.54  (feet) COMP
 MK1607  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 MK1607
 MK1607  VERT ORDER      -  SECOND    CLASS 0
 MK1607
 MK1607.The horizontal coordinates were scaled from a map and have
 MK1607.an estimated accuracy of +/- 6 seconds.
 MK1607
 MK1607.The orthometric height was determined by differential leveling and
 MK1607.adjusted by the NATIONAL GEODETIC SURVEY
 MK1607.in June 1991.
 MK1607
 MK1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1607.GEOID18 height accuracy estimate available here.
 MK1607
 MK1607.Click photographs - Photos may exist for this station.
 MK1607
 MK1607.The dynamic height is computed by dividing the NAVD 88
 MK1607.geopotential number by the normal gravity value computed on the
 MK1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1607.degrees latitude (g = 980.6199 gals.).
 MK1607
 MK1607.The modeled gravity was interpolated from observed gravity values.
 MK1607
 MK1607;                    North         East    Units  Estimated Accuracy
 MK1607;SPC NE       -   169,730.      672,290.      MT  (+/- 180 meters Scaled)
 MK1607
 MK1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL886774(NAD 83)
 MK1607
 MK1607                          SUPERSEDED SURVEY CONTROL
 MK1607
 MK1607  NGVD 29 (??/??/92)  495.479  (m)         1625.58   (f) ADJ UNCH    2 0
 MK1607
 MK1607.Superseded values are not recommended for survey control.
 MK1607
 MK1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1607.See file dsdata.pdf to determine how the superseded data were derived.
 MK1607
 MK1607_MARKER: DB = BENCH MARK DISK
 MK1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1607_STAMPING: V 307 1950
 MK1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1607+STABILITY: SURFACE MOTION
 MK1607
 MK1607  HISTORY     - Date     Condition        Report By
 MK1607  HISTORY     - 1950     MONUMENTED       CGS
 MK1607
 MK1607                          STATION DESCRIPTION
 MK1607
 MK1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1607'3.4 MI SE FROM FULLERTON.
 MK1607'1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1607'FULLERTON, THENCE 1.7 MILES EAST ALONG A GRAVELED ROAD, AT THE
 MK1607'NORTHEAST CORNER OF A CULTIVATED FIELD, 0.5 MILE NORTH OF A
 MK1607'SCHOOLHOUSE, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4
 MK1607'FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A NORTH AND SOUTH
 MK1607'FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1607'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1592 ***********************************************************************
 MK1592  DESIGNATION -  V 308
 MK1592  PID         -  MK1592
 MK1592  STATE/COUNTY-  NE/PLATTE
 MK1592  COUNTRY     -  US
 MK1592  USGS QUAD   -  GENOA (2017)
 MK1592
 MK1592                         *CURRENT SURVEY CONTROL
 MK1592  ______________________________________________________________________
 MK1592* NAD 83(1986) POSITION- 41 28 29.     (N) 097 41 13.     (W)   SCALED
 MK1592* NAVD 88 ORTHO HEIGHT -   480.044 (meters)     1574.94  (feet) ADJUSTED
 MK1592  ______________________________________________________________________
 MK1592  GEOID HEIGHT    -        -25.083 (meters)                     GEOID18
 MK1592  DYNAMIC HEIGHT  -        479.822 (meters)     1574.22  (feet) COMP
 MK1592  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 MK1592
 MK1592  VERT ORDER      -  SECOND    CLASS 0
 MK1592
 MK1592.The horizontal coordinates were scaled from a map and have
 MK1592.an estimated accuracy of +/- 6 seconds.
 MK1592
 MK1592.The orthometric height was determined by differential leveling and
 MK1592.adjusted by the NATIONAL GEODETIC SURVEY
 MK1592.in June 1991.
 MK1592
 MK1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1592.GEOID18 height accuracy estimate available here.
 MK1592
 MK1592.Click photographs - Photos may exist for this station.
 MK1592
 MK1592.The dynamic height is computed by dividing the NAVD 88
 MK1592.geopotential number by the normal gravity value computed on the
 MK1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1592.degrees latitude (g = 980.6199 gals.).
 MK1592
 MK1592.The modeled gravity was interpolated from observed gravity values.
 MK1592
 MK1592;                    North         East    Units  Estimated Accuracy
 MK1592;SPC NE       -   184,820.      693,120.      MT  (+/- 180 meters Scaled)
 MK1592
 MK1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL096922(NAD 83)
 MK1592
 MK1592                          SUPERSEDED SURVEY CONTROL
 MK1592
 MK1592  NGVD 29 (??/??/92)  479.838  (m)         1574.27   (f) ADJ UNCH    2 0
 MK1592
 MK1592.Superseded values are not recommended for survey control.
 MK1592
 MK1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1592.See file dsdata.pdf to determine how the superseded data were derived.
 MK1592
 MK1592_MARKER: DD = SURVEY DISK
 MK1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1592_SP_SET: BRIDGE
 MK1592_STAMPING: V 308 1950
 MK1592_MARK LOGO: CGS
 MK1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1592
 MK1592  HISTORY     - Date     Condition        Report By
 MK1592  HISTORY     - 1950     MONUMENTED       CGS
 MK1592  HISTORY     - 1979     GOOD             NGS
 MK1592
 MK1592                          STATION DESCRIPTION
 MK1592
 MK1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1592'3.4 MI NE FROM GENOA.
 MK1592'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1592'AT GENOA, 0.2 MILE EAST OF A ROAD JUNCTION, 17 FEET NORTH OF
 MK1592'THE CENTER LINE OF THE HIGHWAY LEVEL WITH THE HIGHWAY, SET IN THE
 MK1592'TOP OF THE SOUTHEAST END OF THE NORTHWEST WINGWALL OF A CONCRETE
 MK1592'BRIDGE OVER THE LOUP RIVER POWER CANAL.
 MK1592
 MK1592                          STATION RECOVERY (1979)
 MK1592
 MK1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1592'THE BRIDGE MARK IS IN IS SCHEDULE TO BE REPLACED IN THE SUMMER OF
 MK1592'1979. A DISK STAMPED---V 308 RESET 1979---WAS LEFT WITH NEBRASKA
 MK1592'STATE HIGHWAY DEPARTMENT ENGINEERS AT COLUMBUS NEBRASKA TO BE SET IN
 MK1592'THE NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1722 ***********************************************************************
 MK1722  DESIGNATION -  V 309
 MK1722  PID         -  MK1722
 MK1722  STATE/COUNTY-  NE/BOONE
 MK1722  COUNTRY     -  US
 MK1722  USGS QUAD   -  SAINT EDWARD (2017)
 MK1722
 MK1722                         *CURRENT SURVEY CONTROL
 MK1722  ______________________________________________________________________
 MK1722* NAD 83(1986) POSITION- 41 32 35.     (N) 097 50 57.     (W)   SCALED
 MK1722* NAVD 88 ORTHO HEIGHT -   505.096 (meters)     1657.14  (feet) ADJUSTED
 MK1722  ______________________________________________________________________
 MK1722  GEOID HEIGHT    -        -24.714 (meters)                     GEOID18
 MK1722  DYNAMIC HEIGHT  -        504.873 (meters)     1656.40  (feet) COMP
 MK1722  MODELED GRAVITY -    980,165.3   (mgal)                       NAVD 88
 MK1722
 MK1722  VERT ORDER      -  SECOND    CLASS 0
 MK1722
 MK1722.The horizontal coordinates were scaled from a map and have
 MK1722.an estimated accuracy of +/- 6 seconds.
 MK1722
 MK1722.The orthometric height was determined by differential leveling and
 MK1722.adjusted by the NATIONAL GEODETIC SURVEY
 MK1722.in June 1991.
 MK1722
 MK1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1722.GEOID18 height accuracy estimate available here.
 MK1722
 MK1722.Click photographs - Photos may exist for this station.
 MK1722
 MK1722.The dynamic height is computed by dividing the NAVD 88
 MK1722.geopotential number by the normal gravity value computed on the
 MK1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1722.degrees latitude (g = 980.6199 gals.).
 MK1722
 MK1722.The modeled gravity was interpolated from observed gravity values.
 MK1722
 MK1722;                    North         East    Units  Estimated Accuracy
 MK1722;SPC NE       -   192,050.      679,390.      MT  (+/- 180 meters Scaled)
 MK1722
 MK1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL959996(NAD 83)
 MK1722
 MK1722                          SUPERSEDED SURVEY CONTROL
 MK1722
 MK1722  NGVD 29 (??/??/92)  504.889  (m)         1656.46   (f) ADJ UNCH    2 0
 MK1722
 MK1722.Superseded values are not recommended for survey control.
 MK1722
 MK1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1722.See file dsdata.pdf to determine how the superseded data were derived.
 MK1722
 MK1722_MARKER: DB = BENCH MARK DISK
 MK1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1722_STAMPING: V 309 1950
 MK1722_MARK LOGO: CGS
 MK1722_PROJECTION: PROJECTING 18 CENTIMETERS
 MK1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1722+STABILITY: SURFACE MOTION
 MK1722
 MK1722  HISTORY     - Date     Condition        Report By
 MK1722  HISTORY     - 1950     MONUMENTED       CGS
 MK1722
 MK1722                          STATION DESCRIPTION
 MK1722
 MK1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1722'2.1 MI S FROM ST EDWARD.
 MK1722'2.1 MILES SOUTH ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1722'PACIFIC RAILROAD STATION AT ST. EDWARD, ON THE OUTSIDE OF A
 MK1722'CURVE IN THE HIGHWAY, 0.2 MILE EAST OF A LARGE RED BARN WHICH
 MK1722'IS ON THE NORTH SIDE OF A ROAD, 93 FEET NORTHEAST OF THE CENTER
 MK1722'LINE OF THE HIGHWAY, 69 FEET NORTH OF THE CENTER OF A WIRE
 MK1722'GATE, 65 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST
 MK1722'OF A FENCE CORNER, 1.2 FEET SOUTH OF A WITNESS POST, SET
 MK1722'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MK1722'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0255 ***********************************************************************
 MM0255  DESIGNATION -  V 31
 MM0255  PID         -  MM0255
 MM0255  STATE/COUNTY-  NE/ARTHUR
 MM0255  COUNTRY     -  US
 MM0255  USGS QUAD   -  K C LAKE (2017)
 MM0255
 MM0255                         *CURRENT SURVEY CONTROL
 MM0255  ______________________________________________________________________
 MM0255* NAD 83(1986) POSITION- 41 38 37.86   (N) 101 41 43.95   (W)   HD_HELD1
 MM0255* NAVD 88 ORTHO HEIGHT -  1144.574 (meters)     3755.16  (feet) ADJUSTED
 MM0255  ______________________________________________________________________
 MM0255  GEOID HEIGHT    -        -20.136 (meters)                     GEOID18
 MM0255  DYNAMIC HEIGHT  -       1143.888 (meters)     3752.91  (feet) COMP
 MM0255  MODELED GRAVITY -    979,983.7   (mgal)                       NAVD 88
 MM0255
 MM0255  VERT ORDER      -  SECOND    CLASS 0
 MM0255
 MM0255.The horizontal coordinates were determined by differentially corrected
 MM0255.hand held GPS observations or other comparable positioning techniques
 MM0255.and have an estimated accuracy of +/- 3 meters.
 MM0255
 MM0255.The orthometric height was determined by differential leveling and
 MM0255.adjusted by the NATIONAL GEODETIC SURVEY
 MM0255.in June 1991.
 MM0255
 MM0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0255.GEOID18 height accuracy estimate available here.
 MM0255
 MM0255.Click photographs - Photos may exist for this station.
 MM0255
 MM0255.The dynamic height is computed by dividing the NAVD 88
 MM0255.geopotential number by the normal gravity value computed on the
 MM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0255.degrees latitude (g = 980.6199 gals.).
 MM0255
 MM0255.The modeled gravity was interpolated from observed gravity values.
 MM0255
 MM0255;                    North         East    Units  Estimated Accuracy
 MM0255;SPC NE       -   202,397.9     358,799.4     MT  (+/- 3 meters HH1 GPS) 
 MM0255
 MM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7551113744(NAD 83)
 MM0255
 MM0255                          SUPERSEDED SURVEY CONTROL
 MM0255
 MM0255  NGVD 29 (??/??/92) 1144.099  (m)         3753.60   (f) ADJ UNCH    2 0
 MM0255
 MM0255.Superseded values are not recommended for survey control.
 MM0255
 MM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0255.See file dsdata.pdf to determine how the superseded data were derived.
 MM0255
 MM0255_MARKER: DB = BENCH MARK DISK
 MM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0255_STAMPING: V 31 1934
 MM0255_MARK LOGO: CGS
 MM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0255+STABILITY: SURFACE MOTION
 MM0255
 MM0255  HISTORY     - Date     Condition        Report By
 MM0255  HISTORY     - 1934     MONUMENTED       CGS
 MM0255  HISTORY     - 1941     GOOD             CGS
 MM0255  HISTORY     - 1985     POOR             NEDR
 MM0255
 MM0255                          STATION DESCRIPTION
 MM0255
 MM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0255'5.5 MI N FROM ARTHUR.
 MM0255'5.5 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0255'0.5 MILE NORTH OF A FARMHOUSE, AT THE SUMMIT OF A HILL, AT A
 MM0255'PORTION OF THE ROAD FORMING A LANE BETWEEN 2 FENCES, 35 FEET
 MM0255'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST OF THE
 MM0255'WEST FENCE.  A STANDARD DISK, STAMPED V 31 1934 AND SET IN THE
 MM0255'TOP OF A CONCRETE POST.
 MM0255
 MM0255                          STATION RECOVERY (1985)
 MM0255
 MM0255'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MM0255'5.25 MILES FROM COURTH HOUSE IN ARTHUR, ARTHUR COUNTY ALONG STATE
 MM0255'HIGHWAY 61. .65 MILES NORTH OF DRIVEWAY LEADING TO FARMHOUSE TO THE
 MM0255'WEST, THE NORTH SIDE OF A SUMMIT OF A HILL. 29' WEST OF HIGHWAY 61,
 MM0255'20' EAST OF WEST FENCE LINE. A STANDARD DISK, STAMPED 'V 31 1934' AND
 MM0255'SET IN THE TOP OF A CONCRETE POST. (MILEPOST 129.45)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0541 ***********************************************************************
 ML0541  DESIGNATION -  V 310
 ML0541  PID         -  ML0541
 ML0541  STATE/COUNTY-  NE/WHEELER
 ML0541  COUNTRY     -  US
 ML0541  USGS QUAD   -  ERICSON (2017)
 ML0541
 ML0541                         *CURRENT SURVEY CONTROL
 ML0541  ______________________________________________________________________
 ML0541* NAD 83(1986) POSITION- 41 46 45.     (N) 098 40 22.     (W)   SCALED
 ML0541* NAVD 88 ORTHO HEIGHT -   617.909 (meters)     2027.26  (feet) ADJUSTED
 ML0541  ______________________________________________________________________
 ML0541  GEOID HEIGHT    -        -24.203 (meters)                     GEOID18
 ML0541  DYNAMIC HEIGHT  -        617.616 (meters)     2026.30  (feet) COMP
 ML0541  MODELED GRAVITY -    980,129.1   (mgal)                       NAVD 88
 ML0541
 ML0541  VERT ORDER      -  SECOND    CLASS 0
 ML0541
 ML0541.The horizontal coordinates were scaled from a map and have
 ML0541.an estimated accuracy of +/- 6 seconds.
 ML0541
 ML0541.The orthometric height was determined by differential leveling and
 ML0541.adjusted by the NATIONAL GEODETIC SURVEY
 ML0541.in June 1991.
 ML0541
 ML0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0541.GEOID18 height accuracy estimate available here.
 ML0541
 ML0541.Click photographs - Photos may exist for this station.
 ML0541
 ML0541.The dynamic height is computed by dividing the NAVD 88
 ML0541.geopotential number by the normal gravity value computed on the
 ML0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0541.degrees latitude (g = 980.6199 gals.).
 ML0541
 ML0541.The modeled gravity was interpolated from observed gravity values.
 ML0541
 ML0541;                    North         East    Units  Estimated Accuracy
 ML0541;SPC NE       -   216,880.      610,300.      MT  (+/- 180 meters Scaled)
 ML0541
 ML0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM271253(NAD 83)
 ML0541
 ML0541                          SUPERSEDED SURVEY CONTROL
 ML0541
 ML0541  NGVD 29 (??/??/92)  617.665  (m)         2026.46   (f) ADJ UNCH    2 0
 ML0541
 ML0541.Superseded values are not recommended for survey control.
 ML0541
 ML0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0541.See file dsdata.pdf to determine how the superseded data were derived.
 ML0541
 ML0541_MARKER: DB = BENCH MARK DISK
 ML0541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ML0541_SP_SET: WATER TOWER BASE
 ML0541_STAMPING: V 310 1950
 ML0541_MARK LOGO: CGS
 ML0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0541+STABILITY: SURFACE MOTION
 ML0541
 ML0541  HISTORY     - Date     Condition        Report By
 ML0541  HISTORY     - 1950     MONUMENTED       CGS
 ML0541
 ML0541                          STATION DESCRIPTION
 ML0541
 ML0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0541'AT ERICSON.
 ML0541'AT ERICSON, 1 BLOCK SOUTH OF THE MAIN STREET, SET IN THE TOP OF
 ML0541'THE SOUTH CORNER OF THE SOUTHEAST CONCRETE BASE OF THE LEG OF
 ML0541'THE WATER TOWER, 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1686 ***********************************************************************
 MK1686  DESIGNATION -  V 311 RESET
 MK1686  PID         -  MK1686
 MK1686  STATE/COUNTY-  NE/MADISON
 MK1686  COUNTRY     -  US
 MK1686  USGS QUAD   -  CLOSTER NE (2017)
 MK1686
 MK1686                         *CURRENT SURVEY CONTROL
 MK1686  ______________________________________________________________________
 MK1686* NAD 83(1986) POSITION- 41 58 27.     (N) 097 49 58.     (W)   SCALED
 MK1686* NAVD 88 ORTHO HEIGHT -   539.64  (meters)     1770.5   (feet) RESET
 MK1686  ______________________________________________________________________
 MK1686  GEOID HEIGHT    -        -24.543 (meters)                     GEOID18
 MK1686  VERT ORDER      -  THIRD
 MK1686
 MK1686.The horizontal coordinates were scaled from a map and have
 MK1686.an estimated accuracy of +/- 6 seconds.
 MK1686
 MK1686.The orthometric height was computed from unverified reset data.
 MK1686
 MK1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1686.GEOID18 height accuracy estimate available here.
 MK1686
 MK1686.Click photographs - Photos may exist for this station.
 MK1686
 MK1686;                    North         East    Units  Estimated Accuracy
 MK1686;SPC NE       -   239,940.      679,550.      MT  (+/- 180 meters Scaled)
 MK1686
 MK1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967475(NAD 83)
 MK1686
 MK1686                          SUPERSEDED SURVEY CONTROL
 MK1686
 MK1686  NGVD 29 (??/??/??)  539.43   (m)         1769.8    (f) RESET       3  
 MK1686
 MK1686.Superseded values are not recommended for survey control.
 MK1686
 MK1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1686.See file dsdata.pdf to determine how the superseded data were derived.
 MK1686
 MK1686_MARKER: DB = BENCH MARK DISK
 MK1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1686_STAMPING: V 311 RESET 1965
 MK1686_MARK LOGO: CGS
 MK1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1686+STABILITY: SURFACE MOTION
 MK1686
 MK1686  HISTORY     - Date     Condition        Report By
 MK1686  HISTORY     - 1965     MONUMENTED       CGS
 MK1686  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1686
 MK1686                          STATION DESCRIPTION
 MK1686
 MK1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MK1686'5 MI S FROM TILDEN.
 MK1686'0.05 MILE WEST OF THE POST OFFICE IN TILDEN, THEN SOUTH ALONG
 MK1686'STATE HIGHWAY 39 FOR 5.0 MILES TO A CROSSROAD, IN THE SOUTHEAST ANGLE
 MK1686'OF THE CROSSROAD, 109 FEET EAST OF THE CENTER OF STATE HIGHWAY
 MK1686'39, 88 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 39 FEET EAST
 MK1686'OF A CORNER FENCE POST, 3.5 FEET NORTHEAST OF A POWER POLE WITH
 MK1686'A GUY WIRE, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A METAL
 MK1686'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MK1686'WHICH PROJECTS 4 INCHES.
 MK1686
 MK1686                          STATION RECOVERY (2009)
 MK1686
 MK1686'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1686'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0108 ***********************************************************************
 ML0108  DESIGNATION -  V 312
 ML0108  PID         -  ML0108
 ML0108  STATE/COUNTY-  NE/BOONE
 ML0108  COUNTRY     -  US
 ML0108  USGS QUAD   -  ELGIN SW (2017)
 ML0108
 ML0108                         *CURRENT SURVEY CONTROL
 ML0108  ______________________________________________________________________
 ML0108* NAD 83(1986) POSITION- 41 46 14.     (N) 098 08 18.     (W)   SCALED
 ML0108* NAVD 88 ORTHO HEIGHT -   612.506 (meters)     2009.53  (feet) ADJUSTED
 ML0108  ______________________________________________________________________
 ML0108  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0108  DYNAMIC HEIGHT  -        612.231 (meters)     2008.63  (feet) COMP
 ML0108  MODELED GRAVITY -    980,155.0   (mgal)                       NAVD 88
 ML0108
 ML0108  VERT ORDER      -  SECOND    CLASS 0
 ML0108
 ML0108.The horizontal coordinates were scaled from a map and have
 ML0108.an estimated accuracy of +/- 6 seconds.
 ML0108
 ML0108.The orthometric height was determined by differential leveling and
 ML0108.adjusted by the NATIONAL GEODETIC SURVEY
 ML0108.in June 1991.
 ML0108
 ML0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0108.GEOID18 height accuracy estimate available here.
 ML0108
 ML0108.Click photographs - Photos may exist for this station.
 ML0108
 ML0108.The dynamic height is computed by dividing the NAVD 88
 ML0108.geopotential number by the normal gravity value computed on the
 ML0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0108.degrees latitude (g = 980.6199 gals.).
 ML0108
 ML0108.The modeled gravity was interpolated from observed gravity values.
 ML0108
 ML0108;                    North         East    Units  Estimated Accuracy
 ML0108;SPC NE       -   216,750.      654,730.      MT  (+/- 180 meters Scaled)
 ML0108
 ML0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM716246(NAD 83)
 ML0108
 ML0108                          SUPERSEDED SURVEY CONTROL
 ML0108
 ML0108  NGVD 29 (??/??/92)  612.272  (m)         2008.76   (f) ADJ UNCH    2 0
 ML0108
 ML0108.Superseded values are not recommended for survey control.
 ML0108
 ML0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0108.See file dsdata.pdf to determine how the superseded data were derived.
 ML0108
 ML0108_MARKER: DB = BENCH MARK DISK
 ML0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0108_STAMPING: V 312 1950
 ML0108_MARK LOGO: CGS
 ML0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0108+STABILITY: SURFACE MOTION
 ML0108
 ML0108  HISTORY     - Date     Condition        Report By
 ML0108  HISTORY     - 1950     MONUMENTED       CGS
 ML0108
 ML0108                          STATION DESCRIPTION
 ML0108
 ML0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0108'3.5 MI W FROM LORETTO.
 ML0108'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0108'LORETTO, THENCE 2.25 MILES WEST ALONG A SAND ROAD, AT THE TOP OF
 ML0108'A HILL, ALONG THE NORTH SIDE OF AN EAST AND WEST WINDBREAK, 72
 ML0108'FEET SOUTHEAST OF THE CENTER OF A WIRE GATE WHICH IS ON THE NORTH
 ML0108'SIDE OF THE ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ML0108'1.6 FEET SOUTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, SET
 ML0108'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 ML0108'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1648 ***********************************************************************
 MK1648  DESIGNATION -  V 313
 MK1648  PID         -  MK1648
 MK1648  STATE/COUNTY-  NE/BOONE
 MK1648  COUNTRY     -  US
 MK1648  USGS QUAD   -  SAINT EDWARD SW (2017)
 MK1648
 MK1648                         *CURRENT SURVEY CONTROL
 MK1648  ______________________________________________________________________
 MK1648* NAD 83(1986) POSITION- 41 36 41.     (N) 097 53 38.     (W)   SCALED
 MK1648* NAVD 88 ORTHO HEIGHT -   514.455 (meters)     1687.84  (feet) ADJUSTED
 MK1648  ______________________________________________________________________
 MK1648  GEOID HEIGHT    -        -24.546 (meters)                     GEOID18
 MK1648  DYNAMIC HEIGHT  -        514.231 (meters)     1687.11  (feet) COMP
 MK1648  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 MK1648
 MK1648  VERT ORDER      -  SECOND    CLASS 0
 MK1648
 MK1648.The horizontal coordinates were scaled from a map and have
 MK1648.an estimated accuracy of +/- 6 seconds.
 MK1648
 MK1648.The orthometric height was determined by differential leveling and
 MK1648.adjusted by the NATIONAL GEODETIC SURVEY
 MK1648.in June 1991.
 MK1648
 MK1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1648.GEOID18 height accuracy estimate available here.
 MK1648
 MK1648.Click photographs - Photos may exist for this station.
 MK1648
 MK1648.The dynamic height is computed by dividing the NAVD 88
 MK1648.geopotential number by the normal gravity value computed on the
 MK1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1648.degrees latitude (g = 980.6199 gals.).
 MK1648
 MK1648.The modeled gravity was interpolated from observed gravity values.
 MK1648
 MK1648;                    North         East    Units  Estimated Accuracy
 MK1648;SPC NE       -   199,550.      675,470.      MT  (+/- 180 meters Scaled)
 MK1648
 MK1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM921072(NAD 83)
 MK1648
 MK1648                          SUPERSEDED SURVEY CONTROL
 MK1648
 MK1648  NGVD 29 (??/??/92)  514.246  (m)         1687.16   (f) ADJ UNCH    2 0
 MK1648
 MK1648.Superseded values are not recommended for survey control.
 MK1648
 MK1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1648.See file dsdata.pdf to determine how the superseded data were derived.
 MK1648
 MK1648_MARKER: DB = BENCH MARK DISK
 MK1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1648_STAMPING: V 313 1950
 MK1648_MARK LOGO: CGS
 MK1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1648+STABILITY: SURFACE MOTION
 MK1648
 MK1648  HISTORY     - Date     Condition        Report By
 MK1648  HISTORY     - 1950     MONUMENTED       CGS
 MK1648
 MK1648                          STATION DESCRIPTION
 MK1648
 MK1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1648'1.4 MI SE FROM BOONE.
 MK1648'1.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1648'FROM THE STATION AT BOONE, AT A PRIVATE ROAD CROSSING, 125 FEET
 MK1648'SOUTHWEST OF A CURVE IN THE ROAD, 73 FEET NORTHWEST OF THE
 MK1648'CENTER LINE OF THE PRIVATE ROAD, 46 FEET SOUTHWEST OF THE
 MK1648'SOUTHWEST RAIL, IN LINE WITH AN EAST AND WEST FENCE, 0.9 FOOT
 MK1648'NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST,
 MK1648'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1648'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0977 ***********************************************************************
 ML0977  DESIGNATION -  V 314
 ML0977  PID         -  ML0977
 ML0977  STATE/COUNTY-  NE/BLAINE
 ML0977  COUNTRY     -  US
 ML0977  USGS QUAD   -  ALMERIA SW (2017)
 ML0977
 ML0977                         *CURRENT SURVEY CONTROL
 ML0977  ______________________________________________________________________
 ML0977* NAD 83(1986) POSITION- 41 51 25.     (N) 099 44 40.     (W)   SCALED
 ML0977* NAVD 88 ORTHO HEIGHT -   776.104 (meters)     2546.27  (feet) ADJUSTED
 ML0977  ______________________________________________________________________
 ML0977  GEOID HEIGHT    -        -22.539 (meters)                     GEOID18
 ML0977  DYNAMIC HEIGHT  -        775.725 (meters)     2545.02  (feet) COMP
 ML0977  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 ML0977
 ML0977  VERT ORDER      -  SECOND    CLASS 0
 ML0977
 ML0977.The horizontal coordinates were scaled from a map and have
 ML0977.an estimated accuracy of +/- 6 seconds.
 ML0977
 ML0977.The orthometric height was determined by differential leveling and
 ML0977.adjusted by the NATIONAL GEODETIC SURVEY
 ML0977.in June 1991.
 ML0977
 ML0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0977.GEOID18 height accuracy estimate available here.
 ML0977
 ML0977.Click photographs - Photos may exist for this station.
 ML0977
 ML0977.The dynamic height is computed by dividing the NAVD 88
 ML0977.geopotential number by the normal gravity value computed on the
 ML0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0977.degrees latitude (g = 980.6199 gals.).
 ML0977
 ML0977.The modeled gravity was interpolated from observed gravity values.
 ML0977
 ML0977;                    North         East    Units  Estimated Accuracy
 ML0977;SPC NE       -   224,710.      521,210.      MT  (+/- 180 meters Scaled)
 ML0977
 ML0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM382341(NAD 83)
 ML0977
 ML0977                          SUPERSEDED SURVEY CONTROL
 ML0977
 ML0977  NGVD 29 (??/??/92)  775.824  (m)         2545.35   (f) ADJ UNCH    2 0
 ML0977
 ML0977.Superseded values are not recommended for survey control.
 ML0977
 ML0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0977.See file dsdata.pdf to determine how the superseded data were derived.
 ML0977
 ML0977_MARKER: DB = BENCH MARK DISK
 ML0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0977_STAMPING: V 314 1950
 ML0977_MARK LOGO: CGS
 ML0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0977+STABILITY: SURFACE MOTION
 ML0977
 ML0977  HISTORY     - Date     Condition        Report By
 ML0977  HISTORY     - 1950     MONUMENTED       CGS
 ML0977
 ML0977                          STATION DESCRIPTION
 ML0977
 ML0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0977'18.7 MI N FROM MILBURN.
 ML0977'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0977'MILBURN, THENCE 5.9 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0977'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE
 ML0977'5.5 MILES EAST ALONG A WINDING SAND ROAD, ON TOP OF A SMALL
 ML0977'KNOLL, AT A CATTLE GUARD, 42 FEET SOUTH OF THE CENTER LINE OF
 ML0977'THE ROAD, 1 FOOT EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS
 ML0977'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 ML0977'ABOVE THE GROUND.  THIS MARK IS 1.1 MILES WEST OF BENCH MARK
 ML0977'W 314.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0827 ***********************************************************************
 ML0827  DESIGNATION -  V 315
 ML0827  PID         -  ML0827
 ML0827  STATE/COUNTY-  NE/DAWSON
 ML0827  COUNTRY     -  US
 ML0827  USGS QUAD   -  EDDYVILLE (2017)
 ML0827
 ML0827                         *CURRENT SURVEY CONTROL
 ML0827  ______________________________________________________________________
 ML0827* NAD 83(1986) POSITION- 41 01 02.     (N) 099 37 28.     (W)   SCALED
 ML0827* NAVD 88 ORTHO HEIGHT -   748.595 (meters)     2456.02  (feet) ADJUSTED
 ML0827  ______________________________________________________________________
 ML0827  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 ML0827  DYNAMIC HEIGHT  -        748.168 (meters)     2454.61  (feet) COMP
 ML0827  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 ML0827
 ML0827  VERT ORDER      -  SECOND    CLASS 0
 ML0827
 ML0827.The horizontal coordinates were scaled from a map and have
 ML0827.an estimated accuracy of +/- 6 seconds.
 ML0827
 ML0827.The orthometric height was determined by differential leveling and
 ML0827.adjusted by the NATIONAL GEODETIC SURVEY
 ML0827.in June 1991.
 ML0827
 ML0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0827.GEOID18 height accuracy estimate available here.
 ML0827
 ML0827.Click photographs - Photos may exist for this station.
 ML0827
 ML0827.The dynamic height is computed by dividing the NAVD 88
 ML0827.geopotential number by the normal gravity value computed on the
 ML0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0827.degrees latitude (g = 980.6199 gals.).
 ML0827
 ML0827.The modeled gravity was interpolated from observed gravity values.
 ML0827
 ML0827;                    North         East    Units  Estimated Accuracy
 ML0827;SPC NE       -   131,510.      531,580.      MT  (+/- 180 meters Scaled)
 ML0827
 ML0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML474408(NAD 83)
 ML0827
 ML0827                          SUPERSEDED SURVEY CONTROL
 ML0827
 ML0827  NGVD 29 (??/??/92)  748.312  (m)         2455.09   (f) ADJ UNCH    2 0
 ML0827
 ML0827.Superseded values are not recommended for survey control.
 ML0827
 ML0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0827.See file dsdata.pdf to determine how the superseded data were derived.
 ML0827
 ML0827_MARKER: DB = BENCH MARK DISK
 ML0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0827_STAMPING: V 315 1950
 ML0827_MARK LOGO: CGS
 ML0827_PROJECTION: FLUSH
 ML0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0827+STABILITY: SURFACE MOTION
 ML0827
 ML0827  HISTORY     - Date     Condition        Report By
 ML0827  HISTORY     - 1950     MONUMENTED       CGS
 ML0827  HISTORY     - 1983     GOOD             LOCSUR
 ML0827
 ML0827                          STATION DESCRIPTION
 ML0827
 ML0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0827'0.5 MI NW FROM EDDYVILLE.
 ML0827'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 ML0827'AT EDDYVILLE, AT A ROAD INTERSECTION, 130 FEET WEST OF THE
 ML0827'CENTER LINE OF THE HIGHWAY, 94 FEET EAST OF THE CENTER LINE
 ML0827'OF A NORTH AND SOUTH DIRT ROAD, 34 FEET SOUTH OF THE
 ML0827'CENTER LINE OF A DIRT ROAD LEADING WEST TO A FARMHOUSE, 1.8
 ML0827'FEET NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET
 ML0827'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0827
 ML0827                          STATION RECOVERY (1983)
 ML0827
 ML0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0048 ***********************************************************************
 MM0048  DESIGNATION -  V 316
 MM0048  PID         -  MM0048
 MM0048  STATE/COUNTY-  NE/CUSTER
 MM0048  COUNTRY     -  US
 MM0048  USGS QUAD   -  ARNOLD (2017)
 MM0048
 MM0048                         *CURRENT SURVEY CONTROL
 MM0048  ______________________________________________________________________
 MM0048* NAD 83(1986) POSITION- 41 25 41.     (N) 100 11 16.     (W)   SCALED
 MM0048* NAVD 88 ORTHO HEIGHT -   837.555 (meters)     2747.88  (feet) ADJUSTED
 MM0048  ______________________________________________________________________
 MM0048  GEOID HEIGHT    -        -22.001 (meters)                     GEOID18
 MM0048  DYNAMIC HEIGHT  -        837.114 (meters)     2746.43  (feet) COMP
 MM0048  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 MM0048
 MM0048  VERT ORDER      -  SECOND    CLASS 0
 MM0048
 MM0048.The horizontal coordinates were scaled from a map and have
 MM0048.an estimated accuracy of +/- 6 seconds.
 MM0048
 MM0048.The orthometric height was determined by differential leveling and
 MM0048.adjusted by the NATIONAL GEODETIC SURVEY
 MM0048.in June 1991.
 MM0048
 MM0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0048.GEOID18 height accuracy estimate available here.
 MM0048
 MM0048.Click photographs - Photos may exist for this station.
 MM0048
 MM0048.The dynamic height is computed by dividing the NAVD 88
 MM0048.geopotential number by the normal gravity value computed on the
 MM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0048.degrees latitude (g = 980.6199 gals.).
 MM0048
 MM0048.The modeled gravity was interpolated from observed gravity values.
 MM0048
 MM0048;                    North         East    Units  Estimated Accuracy
 MM0048;SPC NE       -   177,070.      484,310.      MT  (+/- 180 meters Scaled)
 MM0048
 MM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML007869(NAD 83)
 MM0048
 MM0048                          SUPERSEDED SURVEY CONTROL
 MM0048
 MM0048  NGVD 29 (??/??/92)  837.308  (m)         2747.07   (f) ADJ UNCH    2 0
 MM0048
 MM0048.Superseded values are not recommended for survey control.
 MM0048
 MM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0048.See file dsdata.pdf to determine how the superseded data were derived.
 MM0048
 MM0048_MARKER: DB = BENCH MARK DISK
 MM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0048_STAMPING: V 316 1950
 MM0048_MARK LOGO: CGS
 MM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0048+STABILITY: SURFACE MOTION
 MM0048
 MM0048  HISTORY     - Date     Condition        Report By
 MM0048  HISTORY     - 1950     MONUMENTED       CGS
 MM0048  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0048  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MM0048
 MM0048                          STATION DESCRIPTION
 MM0048
 MM0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0048'0.2 MI NE FROM ARNOLD.
 MM0048'0.1 MILE NORTH ALONG HASKELL STREET FROM THE HIGH SCHOOL AT
 MM0048'ARNOLD, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, AT THE ARNOLD
 MM0048'AIRPORT, 34 FEET EAST OF A FENCE, 3 FEET EAST OF THE NORTHEAST
 MM0048'CORNER OF THE NORTH HANGAR, SET IN THE TOP OF A CONCRETE POST
 MM0048'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MM0048
 MM0048                          STATION RECOVERY (1972)
 MM0048
 MM0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0048'MARK NOT FOUND.
 MM0048
 MM0048                          STATION RECOVERY (1983)
 MM0048
 MM0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MM0048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0800 ***********************************************************************
 ML0800  DESIGNATION -  V 317
 ML0800  PID         -  ML0800
 ML0800  STATE/COUNTY-  NE/CUSTER
 ML0800  COUNTRY     -  US
 ML0800  USGS QUAD   -  CALLAWAY (2017)
 ML0800
 ML0800                         *CURRENT SURVEY CONTROL
 ML0800  ______________________________________________________________________
 ML0800* NAD 83(1986) POSITION- 41 19 46.     (N) 099 58 44.     (W)   SCALED
 ML0800* NAVD 88 ORTHO HEIGHT -   787.694 (meters)     2584.29  (feet) ADJUSTED
 ML0800  ______________________________________________________________________
 ML0800  GEOID HEIGHT    -        -22.455 (meters)                     GEOID18
 ML0800  DYNAMIC HEIGHT  -        787.265 (meters)     2582.89  (feet) COMP
 ML0800  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 ML0800
 ML0800  VERT ORDER      -  SECOND    CLASS 0
 ML0800
 ML0800.The horizontal coordinates were scaled from a map and have
 ML0800.an estimated accuracy of +/- 6 seconds.
 ML0800
 ML0800.The orthometric height was determined by differential leveling and
 ML0800.adjusted by the NATIONAL GEODETIC SURVEY
 ML0800.in June 1991.
 ML0800
 ML0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0800.GEOID18 height accuracy estimate available here.
 ML0800
 ML0800.Click photographs - Photos may exist for this station.
 ML0800
 ML0800.The dynamic height is computed by dividing the NAVD 88
 ML0800.geopotential number by the normal gravity value computed on the
 ML0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0800.degrees latitude (g = 980.6199 gals.).
 ML0800
 ML0800.The modeled gravity was interpolated from observed gravity values.
 ML0800
 ML0800;                    North         East    Units  Estimated Accuracy
 ML0800;SPC NE       -   166,110.      501,770.      MT  (+/- 180 meters Scaled)
 ML0800
 ML0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML180757(NAD 83)
 ML0800
 ML0800                          SUPERSEDED SURVEY CONTROL
 ML0800
 ML0800  NGVD 29 (??/??/92)  787.444  (m)         2583.47   (f) ADJ UNCH    2 0
 ML0800
 ML0800.Superseded values are not recommended for survey control.
 ML0800
 ML0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0800.See file dsdata.pdf to determine how the superseded data were derived.
 ML0800
 ML0800_MARKER: DB = BENCH MARK DISK
 ML0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0800_STAMPING: V 317 1950
 ML0800_MARK LOGO: CGS
 ML0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0800+STABILITY: SURFACE MOTION
 ML0800
 ML0800  HISTORY     - Date     Condition        Report By
 ML0800  HISTORY     - 1950     MONUMENTED       CGS
 ML0800
 ML0800                          STATION DESCRIPTION
 ML0800
 ML0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0800'5 MI NW FROM CALLAWAY.
 ML0800'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0800'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0800'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0800'ROAD, THENCE 1.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.7
 ML0800'MILE NORTH ALONG A GRAVELED ROAD, AT LOREN T. LEONARDS FARM,
 ML0800'145 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 71 FEET
 ML0800'EAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 45 FEET NORTH OF
 ML0800'THE CENTER LINE OF A PRIVATE DRIVE LEADING WEST, 2.0 FEET EAST
 ML0800'OF A YARD FENCE, 1.3 FEET SOUTHEAST OF A REFERENCE POST, AND SET
 ML0800'IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 ML0800'THE GROUND.  THIS BENCH MARK IS 0.1 MILE SOUTH OF THE SOUTH
 ML0800'LOUP RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0903 ***********************************************************************
 ML0903  DESIGNATION -  V 318
 ML0903  PID         -  ML0903
 ML0903  STATE/COUNTY-  NE/CUSTER
 ML0903  COUNTRY     -  US
 ML0903  USGS QUAD   -  MILBURN (2017)
 ML0903
 ML0903                         *CURRENT SURVEY CONTROL
 ML0903  ______________________________________________________________________
 ML0903* NAD 83(1986) POSITION- 41 39 48.     (N) 099 38 08.     (W)   SCALED
 ML0903* NAVD 88 ORTHO HEIGHT -   735.051 (meters)     2411.58  (feet) ADJUSTED
 ML0903  ______________________________________________________________________
 ML0903  GEOID HEIGHT    -        -22.784 (meters)                     GEOID18
 ML0903  DYNAMIC HEIGHT  -        734.673 (meters)     2410.34  (feet) COMP
 ML0903  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 ML0903
 ML0903  VERT ORDER      -  SECOND    CLASS 0
 ML0903
 ML0903.The horizontal coordinates were scaled from a map and have
 ML0903.an estimated accuracy of +/- 6 seconds.
 ML0903
 ML0903.The orthometric height was determined by differential leveling and
 ML0903.adjusted by the NATIONAL GEODETIC SURVEY
 ML0903.in June 1991.
 ML0903
 ML0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0903.GEOID18 height accuracy estimate available here.
 ML0903
 ML0903.Click photographs - Photos may exist for this station.
 ML0903
 ML0903.The dynamic height is computed by dividing the NAVD 88
 ML0903.geopotential number by the normal gravity value computed on the
 ML0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0903.degrees latitude (g = 980.6199 gals.).
 ML0903
 ML0903.The modeled gravity was interpolated from observed gravity values.
 ML0903
 ML0903;                    North         East    Units  Estimated Accuracy
 ML0903;SPC NE       -   203,240.      530,340.      MT  (+/- 180 meters Scaled)
 ML0903
 ML0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM470125(NAD 83)
 ML0903
 ML0903                          SUPERSEDED SURVEY CONTROL
 ML0903
 ML0903  NGVD 29 (??/??/92)  734.772  (m)         2410.66   (f) ADJ UNCH    2 0
 ML0903
 ML0903.Superseded values are not recommended for survey control.
 ML0903
 ML0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0903.See file dsdata.pdf to determine how the superseded data were derived.
 ML0903
 ML0903_MARKER: DB = BENCH MARK DISK
 ML0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0903_SP_SET: BRIDGE
 ML0903_STAMPING: V 318 1950
 ML0903_MARK LOGO: CGS
 ML0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0903
 ML0903  HISTORY     - Date     Condition        Report By
 ML0903  HISTORY     - 1950     MONUMENTED       CGS
 ML0903
 ML0903                          STATION DESCRIPTION
 ML0903
 ML0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0903'1.7 MI N FROM GATES.
 ML0903'1.7 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT GATES,
 ML0903'10 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 ML0903'NORTHEAST WINGWALL OF A STEEL AND CONCRETE BRIDGE OVER THE MIDDLE
 ML0903'LOUP RIVER, 2.4 FEET NORTH OF THE NORTH END OF THE EAST STEEL
 ML0903'GIRDER OF THE BRIDGE, 2.7 FEET NORTH OF THE SOUTH END OF THE
 ML0903'WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0963 ***********************************************************************
 ML0963  CBN         -  This is a Cooperative Base Network Control Station.
 ML0963  DESIGNATION -  V 319
 ML0963  PID         -  ML0963
 ML0963  STATE/COUNTY-  NE/CUSTER
 ML0963  COUNTRY     -  US
 ML0963  USGS QUAD   -  ANSELMO NE (2017)
 ML0963
 ML0963                         *CURRENT SURVEY CONTROL
 ML0963  ______________________________________________________________________
 ML0963* NAD 83(2011) POSITION- 41 38 37.88258(N) 099 51 52.99926(W)   ADJUSTED
 ML0963* NAD 83(2011) ELLIP HT-   785.001 (meters)        (06/27/12)   ADJUSTED
 ML0963* NAD 83(2011) EPOCH   -  2010.00
 ML0963* NAVD 88 ORTHO HEIGHT -   807.356 (meters)     2648.80  (feet) ADJUSTED
 ML0963  ______________________________________________________________________
 ML0963  GEOID HEIGHT    -        -22.372 (meters)                     GEOID18
 ML0963  NAD 83(2011) X  -   -817,887.323 (meters)                     COMP
 ML0963  NAD 83(2011) Y  - -4,703,379.697 (meters)                     COMP
 ML0963  NAD 83(2011) Z  -  4,216,646.947 (meters)                     COMP
 ML0963  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 ML0963  DYNAMIC HEIGHT  -        806.942 (meters)     2647.44  (feet) COMP
 ML0963  MODELED GRAVITY -    980,082.9   (mgal)                       NAVD 88
 ML0963
 ML0963  VERT ORDER      -  SECOND    CLASS 0
 ML0963
 ML0963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0963  Standards:
 ML0963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0963  -------------------------------------------------------------------
 ML0963  NETWORK    0.46   1.27           0.22   0.14   0.65     -0.01250921
 ML0963  -------------------------------------------------------------------
 ML0963  Click here for local accuracies and other accuracy information.
 ML0963
 ML0963.The horizontal coordinates were established by GPS observations
 ML0963.and adjusted by the National Geodetic Survey in June 2012.
 ML0963
 ML0963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0963.been affixed to the stable North American tectonic plate. See 
 ML0963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0963
 ML0963.The horizontal coordinates are valid at the epoch date displayed above
 ML0963.which is a decimal equivalence of Year/Month/Day.
 ML0963
 ML0963.The orthometric height was determined by differential leveling and
 ML0963.adjusted by the NATIONAL GEODETIC SURVEY
 ML0963.in June 1991.
 ML0963
 ML0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0963.GEOID18 height accuracy estimate available here.
 ML0963
 ML0963.Click photographs - Photos may exist for this station.
 ML0963
 ML0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0963
 ML0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0963
 ML0963.The ellipsoidal height was determined by GPS observations
 ML0963.and is referenced to NAD 83.
 ML0963
 ML0963.The dynamic height is computed by dividing the NAVD 88
 ML0963.geopotential number by the normal gravity value computed on the
 ML0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0963.degrees latitude (g = 980.6199 gals.).
 ML0963
 ML0963.The modeled gravity was interpolated from observed gravity values.
 ML0963
 ML0963. The following values were computed from the NAD 83(2011) position.
 ML0963
 ML0963;                    North         East     Units Scale Factor Converg.
 ML0963;SPC NE       -   201,022.823   511,266.342   MT  0.99966148   +0 05 22.7
 ML0963;SPC NE       -   659,522.38  1,677,379.66   sFT  0.99966148   +0 05 22.7
 ML0963;UTM  14      - 4,610,596.338   427,987.523   MT  0.99966381   -0 34 28.7
 ML0963
 ML0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0963!SPC NE       -   0.99987689  x   0.99966148  =   0.99953841
 ML0963!UTM  14      -   0.99987689  x   0.99966381  =   0.99954074
 ML0963
 ML0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2798710596(NAD 83)
 ML0963
 ML0963                          SUPERSEDED SURVEY CONTROL
 ML0963
 ML0963  NAD 83(2007)-  41 38 37.88251(N)    099 51 52.99990(W) AD(2002.00) 0
 ML0963  ELLIP H (02/10/07)  785.028  (m)                       GP(2002.00)    
 ML0963  ELLIP H (09/24/01)  785.006  (m)                       GP(       ) 4 1
 ML0963  NAD 83(1995)-  41 38 37.88225(N)    099 51 52.99957(W) AD(       ) B
 ML0963  ELLIP H (06/25/96)  785.041  (m)                       GP(       ) 1 1
 ML0963  NAVD 88             807.36   (m)         2648.8    (f) LEVELING    3  
 ML0963  NGVD 29 (??/??/92)  807.074  (m)         2647.88   (f) ADJ UNCH    2 0
 ML0963
 ML0963.Superseded values are not recommended for survey control.
 ML0963
 ML0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0963.See file dsdata.pdf to determine how the superseded data were derived.
 ML0963
 ML0963_MARKER: DB = BENCH MARK DISK
 ML0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0963_STAMPING: V 319 1950
 ML0963_MARK LOGO: CGS
 ML0963_PROJECTION: PROJECTING 9 CENTIMETERS
 ML0963_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0963+STABILITY: SURFACE MOTION
 ML0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0963+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 ML0963
 ML0963  HISTORY     - Date     Condition        Report By
 ML0963  HISTORY     - 1950     MONUMENTED       CGS
 ML0963  HISTORY     - 19950524 GOOD             NGS
 ML0963  HISTORY     - 20210526 GOOD             NEGS
 ML0963
 ML0963                          STATION DESCRIPTION
 ML0963
 ML0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0963'1.8 MI N FROM ANSELMO.
 ML0963'1.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 ML0963'AND QUINCY RAILROAD STATION AT ANSELMO, AT A JUNCTION WITH A
 ML0963'DIRT ROAD LEADING EAST, 105 FEET EAST OF THE CENTER LINE OF THE
 ML0963'GRAVELED ROAD, 69 FEET EAST OF A FENCE CORNER, 18 FEET SOUTH OF
 ML0963'THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 1.3 FEET NORTH
 ML0963'OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0963'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0963
 ML0963                          STATION RECOVERY (1995)
 ML0963
 ML0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0963'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTH OF ANSELMO, 1.25 MI
 ML0963'(2.01 KM) NORTHEAST OF STATE HIGHWAY 2, ON COUNTY ROAD RIGHT-OF-WAY
 ML0963'AND IN THE SW1/4, SEC4, T19N, R22W.  TO REACH THE MARK FROM THE
 ML0963'JUNCTION OF STATE HIGHWAY 2 AND STATE ROAD 21A SPUR AT ANSELMO, GO
 ML0963'EAST ON ROAD 21A SPUR FOR 0.05 MI (0.08 KM), CROSSING A RAILROAD
 ML0963'TRACK, TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 ML0963'PAVED STREET FOR 0.25 MI (0.40 KM) TO THE END OF PAVEMENT.  CONTINUE
 ML0963'NORTH ON A GRAVELED COUNTY ROAD FOR 1.50 MI (2.41 KM) TO A SIDE ROAD
 ML0963'ON THE RIGHT AND THE MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 ML0963'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML0963'RECESSED ABOUT 1.1 FT (0.3 M) BELOW THE GROUND SURFACE.  IT IS 98.5 FT
 ML0963'(30.0 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 76.5 FT (23.3
 ML0963'M) EAST-NORTHEAST OF A BURIED CABLE MARKER POST, 84.6 FT (25.8 M) WEST
 ML0963'OF A UTILITY POLE, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE ROAD
 ML0963'LEADING EAST, 1.3 FT (0.4 M) NORTH OF A WITNESS POST SET IN AN
 ML0963'EAST-WEST FENCE AND ABOUT 2.0 FT (0.6 M) LOWER THAN THE ROAD.  REBAR
 ML0963'WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 ML0963
 ML0963                          STATION RECOVERY (2021)
 ML0963
 ML0963'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0963'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 2 AND NE. SPUR 21A, AT
 ML0963'ANSELMO NE., GO EAST ON SPUR 21A FOR 0.05 MI (0.08 KM) CROSSING THE
 ML0963'RAILROAD TRACKS TO NORTH BAXTER STREET ON THE LEFT.  TURN LEFT AND GO
 ML0963'NORTH FOR 1.75 MI (2.82 KM) ON NORTH BAXTER STREET TO A FARM DRIVE
 ML0963'(EAST) AND THE STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 ML0963'THE MARK IS 98.5 FT (30.0 M) EAST OF THE CENTERLINE OF NORTH BAXTER
 ML0963'STREET, 76.5 FT (23.3 M) EAST-NORTHEAST OF A TPED, 84.6 FT (25.8 M)
 ML0963'WEST OF A POWER POLE, 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE
 ML0963'FARM DRIVE AND 1.3 FT (0.4 M) NORTH OF A WITNESS POST SET IN AN EAST
 ML0963'TO WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0772 ***********************************************************************
 LH0772  DESIGNATION -  V 320
 LH0772  PID         -  LH0772
 LH0772  STATE/COUNTY-  NE/DAWSON
 LH0772  COUNTRY     -  US
 LH0772  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0772
 LH0772                         *CURRENT SURVEY CONTROL
 LH0772  ______________________________________________________________________
 LH0772* NAD 83(1986) POSITION- 40 46 54.     (N) 099 46 10.     (W)   SCALED
 LH0772* NAVD 88 ORTHO HEIGHT -   732.633 (meters)     2403.65  (feet) ADJUSTED
 LH0772  ______________________________________________________________________
 LH0772  GEOID HEIGHT    -        -23.796 (meters)                     GEOID18
 LH0772  DYNAMIC HEIGHT  -        732.204 (meters)     2402.24  (feet) COMP
 LH0772  MODELED GRAVITY -    980,014.2   (mgal)                       NAVD 88
 LH0772
 LH0772  VERT ORDER      -  FIRST     CLASS II
 LH0772
 LH0772.The horizontal coordinates were scaled from a map and have
 LH0772.an estimated accuracy of +/- 6 seconds.
 LH0772
 LH0772.The orthometric height was determined by differential leveling and
 LH0772.adjusted by the NATIONAL GEODETIC SURVEY
 LH0772.in June 1991.
 LH0772
 LH0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0772.GEOID18 height accuracy estimate available here.
 LH0772
 LH0772.Click photographs - Photos may exist for this station.
 LH0772
 LH0772.The dynamic height is computed by dividing the NAVD 88
 LH0772.geopotential number by the normal gravity value computed on the
 LH0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0772.degrees latitude (g = 980.6199 gals.).
 LH0772
 LH0772.The modeled gravity was interpolated from observed gravity values.
 LH0772
 LH0772;                    North         East    Units  Estimated Accuracy
 LH0772;SPC NE       -   105,320.      519,460.      MT  (+/- 180 meters Scaled)
 LH0772
 LH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML350148(NAD 83)
 LH0772
 LH0772                          SUPERSEDED SURVEY CONTROL
 LH0772
 LH0772  NGVD 29 (02/14/92)  732.355  (m)         2402.73   (f) ADJUSTED    1 2
 LH0772  NGVD 29 (??/??/87)  732.368  (m)         2402.78   (f) SUPERSEDED  1 2
 LH0772
 LH0772.Superseded values are not recommended for survey control.
 LH0772
 LH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0772.See file dsdata.pdf to determine how the superseded data were derived.
 LH0772
 LH0772_MARKER: DB = BENCH MARK DISK
 LH0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0772_SP_SET: BRIDGE HEADWALL
 LH0772_STAMPING: V 320 1950
 LH0772_MARK LOGO: CGS
 LH0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0772
 LH0772  HISTORY     - Date     Condition        Report By
 LH0772  HISTORY     - 1950     MONUMENTED       CGS
 LH0772  HISTORY     - 1986     GOOD             NGS
 LH0772  HISTORY     - 19981028 GOOD             LOCENG
 LH0772
 LH0772                          STATION DESCRIPTION
 LH0772
 LH0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0772'1.4 MI NW FROM LEXINGTON.
 LH0772'1.35 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0772'STATION AT LEXINGTON, 128 FEET SOUTHWEST OF THE CENTER LINE OF
 LH0772'U.S. HIGHWAY 30, 22 FEET WEST OF THE CENTER LINE OF A NORTH AND
 LH0772'SOUTH ROAD, 4.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0772'NORTHEAST SET OF TRACKS, LEVEL WITH THE TOP OF THE RAILS, SET
 LH0772'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 LH0772'BRIDGE 225.74.
 LH0772
 LH0772                          STATION RECOVERY (1986)
 LH0772
 LH0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0772'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM (1.6
 LH0772'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0772'BRIDGE AT LEXINGTON, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LH0772'HEADWALL FOR THE UNION PACIFIC RAILROAD BRIDGE, IN THE SOUTHWEST
 LH0772'CORNER OF THE JUNCTION OF A PAVED ROAD LEADING NORTH TO THE LEXINGTON
 LH0772'MUNICIPAL AIRPORT, 39.0 METERS (128 FT) SOUTHWEST OF THE HIGHWAY
 LH0772'CENTERLINE, 6.7 METERS (22 FT) WEST OF THE CENTER OF THE ROAD AND
 LH0772'1.2 METERS (4 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 LH0772'OF TRACKS.
 LH0772'THE MARK IS 0.3 M BELOW THE TRACKS.
 LH0772
 LH0772                          STATION RECOVERY (1998)
 LH0772
 LH0772'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LH0772'RECOVERED IN GOOD CONDTION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0772'TRACK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1136 ***********************************************************************
 AI1136  DESIGNATION -  V 320 RESET
 AI1136  PID         -  AI1136
 AI1136  STATE/COUNTY-  NE/DAWSON
 AI1136  COUNTRY     -  US
 AI1136  USGS QUAD   -  LEXINGTON WEST (2017)
 AI1136
 AI1136                         *CURRENT SURVEY CONTROL
 AI1136  ______________________________________________________________________
 AI1136* NAD 83(1986) POSITION- 40 46 55.3    (N) 099 46 04.9    (W)   HD_HELD2
 AI1136* NAVD 88 ORTHO HEIGHT -   732.35  (meters)     2402.7   (feet) RESET
 AI1136  ______________________________________________________________________
 AI1136  GEOID HEIGHT    -        -23.796 (meters)                     GEOID18
 AI1136  VERT ORDER      -  THIRD
 AI1136
 AI1136.The horizontal coordinates were established by autonomous hand held GPS
 AI1136.observations and have an estimated accuracy of +/- 10 meters.
 AI1136
 AI1136.The orthometric height was computed from unverified reset data.
 AI1136
 AI1136.No vertical observational check was made to the station.
 AI1136
 AI1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1136.GEOID18 height accuracy estimate available here.
 AI1136
 AI1136.Click photographs - Photos may exist for this station.
 AI1136
 AI1136;                    North         East    Units  Estimated Accuracy
 AI1136;SPC NE       -   105,358.      519,576.      MT  (+/- 10 meters HH2 GPS)
 AI1136
 AI1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3519514844(NAD 83)
 AI1136
 AI1136                          SUPERSEDED SURVEY CONTROL
 AI1136
 AI1136.No superseded survey control is available for this station.
 AI1136
 AI1136_MARKER: DV = VERTICAL CONTROL DISK
 AI1136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI1136_SP_SET: CULVERT HEADWALL
 AI1136_STAMPING: V 320 RESET 1998
 AI1136_MARK LOGO: NGS
 AI1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1136+STABILITY: SURFACE MOTION
 AI1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1136+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 AI1136
 AI1136  HISTORY     - Date     Condition        Report By
 AI1136  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1136  HISTORY     - 20060514 GOOD             GEOCAC
 AI1136
 AI1136                          STATION DESCRIPTION
 AI1136
 AI1136'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1136'1.6 MI (2.6 KM) NORTHWEST ALONG U.S.  HIGHWAY 30 FROM THE U.S. HIGHWAY
 AI1136'283 OVERPASS, AT LEXINGTON, TO THE INTERSECTION WITH AIRPORT ROAD AND
 AI1136'THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, AT HIGHWAY
 AI1136'MILEPOST 236+40, IN THE NE1/4, SEC1, T9N, R22W AND CEMENTED INTO A
 AI1136'DRILLED HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A CULVERT UNDER
 AI1136'THE HIGHWAY, BETWEEN THE HIGHWAY AND THE UPRR TRACKS, 60.5 FT (18.4 M)
 AI1136'WEST OF THE CENTERLINE OF AIRPORT ROAD, 40.5 FT (12.3 M)
 AI1136'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.30 FT (0.40 M)
 AI1136'EAST-SOUTHEAST OF A WITNESS POST.
 AI1136
 AI1136                          STATION RECOVERY (2006)
 AI1136
 AI1136'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI1136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0794 ***********************************************************************
 ML0794  DESIGNATION -  V 321
 ML0794  PID         -  ML0794
 ML0794  STATE/COUNTY-  NE/CUSTER
 ML0794  COUNTRY     -  US
 ML0794  USGS QUAD   -  CALLAWAY (2017)
 ML0794
 ML0794                         *CURRENT SURVEY CONTROL
 ML0794  ______________________________________________________________________
 ML0794* NAD 83(1986) POSITION- 41 16 21.     (N) 099 54 41.     (W)   SCALED
 ML0794* NAVD 88 ORTHO HEIGHT -   783.200 (meters)     2569.55  (feet) ADJUSTED
 ML0794  ______________________________________________________________________
 ML0794  GEOID HEIGHT    -        -22.595 (meters)                     GEOID18
 ML0794  DYNAMIC HEIGHT  -        782.775 (meters)     2568.15  (feet) COMP
 ML0794  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 ML0794
 ML0794  VERT ORDER      -  SECOND    CLASS 0
 ML0794
 ML0794.The horizontal coordinates were scaled from a map and have
 ML0794.an estimated accuracy of +/- 6 seconds.
 ML0794
 ML0794.The orthometric height was determined by differential leveling and
 ML0794.adjusted by the NATIONAL GEODETIC SURVEY
 ML0794.in June 1991.
 ML0794
 ML0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0794.GEOID18 height accuracy estimate available here.
 ML0794
 ML0794.Click photographs - Photos may exist for this station.
 ML0794
 ML0794.The dynamic height is computed by dividing the NAVD 88
 ML0794.geopotential number by the normal gravity value computed on the
 ML0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0794.degrees latitude (g = 980.6199 gals.).
 ML0794
 ML0794.The modeled gravity was interpolated from observed gravity values.
 ML0794
 ML0794;                    North         East    Units  Estimated Accuracy
 ML0794;SPC NE       -   159,790.      507,420.      MT  (+/- 180 meters Scaled)
 ML0794
 ML0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML236694(NAD 83)
 ML0794
 ML0794                          SUPERSEDED SURVEY CONTROL
 ML0794
 ML0794  NGVD 29 (??/??/92)  782.946  (m)         2568.72   (f) ADJ UNCH    2 0
 ML0794
 ML0794.Superseded values are not recommended for survey control.
 ML0794
 ML0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0794.See file dsdata.pdf to determine how the superseded data were derived.
 ML0794
 ML0794_MARKER: DB = BENCH MARK DISK
 ML0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0794_STAMPING: V 321 1950
 ML0794_MARK LOGO: CGS
 ML0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0794+STABILITY: SURFACE MOTION
 ML0794
 ML0794  HISTORY     - Date     Condition        Report By
 ML0794  HISTORY     - 1950     MONUMENTED       CGS
 ML0794
 ML0794                          STATION DESCRIPTION
 ML0794
 ML0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0794'1.5 MI SE FROM CALLAWAY.
 ML0794'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0794'RAILROAD STATION AT CALLAWAY, 145 FEET NORTHEAST OF THE CENTER
 ML0794'LINE OF THE HIGHWAY, 95 FEET EAST OF THE CENTER LINE OF A NORTH
 ML0794'AND SOUTH ROAD, 44 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ML0794'UNION PACIFIC RAILROAD, 8 FEET SOUTHEAST OF A TELEPHONE POLE,
 ML0794'5 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS
 ML0794'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0794'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0322 ***********************************************************************
 ML0322  DESIGNATION -  V 322
 ML0322  PID         -  ML0322
 ML0322  STATE/COUNTY-  NE/SHERMAN
 ML0322  COUNTRY     -  US
 ML0322  USGS QUAD   -  ASHTON (2017)
 ML0322
 ML0322                         *CURRENT SURVEY CONTROL
 ML0322  ______________________________________________________________________
 ML0322* NAD 83(1986) POSITION- 41 08 03.     (N) 098 48 19.     (W)   SCALED
 ML0322* NAVD 88 ORTHO HEIGHT -   649.541 (meters)     2131.04  (feet) ADJUSTED
 ML0322  ______________________________________________________________________
 ML0322  GEOID HEIGHT    -        -24.212 (meters)                     GEOID18
 ML0322  DYNAMIC HEIGHT  -        649.209 (meters)     2129.95  (feet) COMP
 ML0322  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 ML0322
 ML0322  VERT ORDER      -  FIRST     CLASS II
 ML0322
 ML0322.The horizontal coordinates were scaled from a map and have
 ML0322.an estimated accuracy of +/- 6 seconds.
 ML0322
 ML0322.The orthometric height was determined by differential leveling and
 ML0322.adjusted by the NATIONAL GEODETIC SURVEY
 ML0322.in June 1991.
 ML0322
 ML0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0322.GEOID18 height accuracy estimate available here.
 ML0322
 ML0322.Click photographs - Photos may exist for this station.
 ML0322
 ML0322.The dynamic height is computed by dividing the NAVD 88
 ML0322.geopotential number by the normal gravity value computed on the
 ML0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0322.degrees latitude (g = 980.6199 gals.).
 ML0322
 ML0322.The modeled gravity was interpolated from observed gravity values.
 ML0322
 ML0322;                    North         East    Units  Estimated Accuracy
 ML0322;SPC NE       -   145,120.      600,280.      MT  (+/- 180 meters Scaled)
 ML0322
 ML0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163536(NAD 83)
 ML0322
 ML0322                          SUPERSEDED SURVEY CONTROL
 ML0322
 ML0322  NGVD 29 (??/??/92)  649.301  (m)         2130.25   (f) ADJ UNCH    1 2
 ML0322
 ML0322.Superseded values are not recommended for survey control.
 ML0322
 ML0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0322.See file dsdata.pdf to determine how the superseded data were derived.
 ML0322
 ML0322_MARKER: DB = BENCH MARK DISK
 ML0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0322_STAMPING: V 322 1950
 ML0322_MARK LOGO: CGS
 ML0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0322+STABILITY: SURFACE MOTION
 ML0322
 ML0322  HISTORY     - Date     Condition        Report By
 ML0322  HISTORY     - 1950     MONUMENTED       CGS
 ML0322  HISTORY     - 1979     GOOD             NGS
 ML0322
 ML0322                          STATION DESCRIPTION
 ML0322
 ML0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0322'2.4 MI NE FROM ROCKVILLE.
 ML0322'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0322'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, THENCE 1.0 MILE NORTH ALONG
 ML0322'A GRADED DIRT ROAD, 55 FEET EAST OF THE CENTER LINE OF A NORTH
 ML0322'AND SOUTH ROAD, 18 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF
 ML0322'A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0322'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0322
 ML0322                          STATION RECOVERY (1979)
 ML0322
 ML0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ML0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0692 ***********************************************************************
 ML0692  DESIGNATION -  V 323
 ML0692  PID         -  ML0692
 ML0692  STATE/COUNTY-  NE/SHERMAN
 ML0692  COUNTRY     -  US
 ML0692  USGS QUAD   -  ARCADIA EAST (2017)
 ML0692
 ML0692                         *CURRENT SURVEY CONTROL
 ML0692  ______________________________________________________________________
 ML0692* NAD 83(1986) POSITION- 41 23 34.     (N) 099 04 43.     (W)   SCALED
 ML0692* NAVD 88 ORTHO HEIGHT -   650.370 (meters)     2133.76  (feet) ADJUSTED
 ML0692  ______________________________________________________________________
 ML0692  GEOID HEIGHT    -        -23.699 (meters)                     GEOID18
 ML0692  DYNAMIC HEIGHT  -        650.041 (meters)     2132.68  (feet) COMP
 ML0692  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 ML0692
 ML0692  VERT ORDER      -  FIRST     CLASS II
 ML0692
 ML0692.The horizontal coordinates were scaled from a map and have
 ML0692.an estimated accuracy of +/- 6 seconds.
 ML0692
 ML0692.The orthometric height was determined by differential leveling and
 ML0692.adjusted by the NATIONAL GEODETIC SURVEY
 ML0692.in June 1991.
 ML0692
 ML0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0692.GEOID18 height accuracy estimate available here.
 ML0692
 ML0692.Click photographs - Photos may exist for this station.
 ML0692
 ML0692.The dynamic height is computed by dividing the NAVD 88
 ML0692.geopotential number by the normal gravity value computed on the
 ML0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0692.degrees latitude (g = 980.6199 gals.).
 ML0692
 ML0692.The modeled gravity was interpolated from observed gravity values.
 ML0692
 ML0692;                    North         East    Units  Estimated Accuracy
 ML0692;SPC NE       -   173,550.      577,030.      MT  (+/- 180 meters Scaled)
 ML0692
 ML0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML934823(NAD 83)
 ML0692
 ML0692                          SUPERSEDED SURVEY CONTROL
 ML0692
 ML0692  NGVD 29 (??/??/92)  650.124  (m)         2132.95   (f) ADJ UNCH    1 2
 ML0692
 ML0692.Superseded values are not recommended for survey control.
 ML0692
 ML0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0692.See file dsdata.pdf to determine how the superseded data were derived.
 ML0692
 ML0692_MARKER: DB = BENCH MARK DISK
 ML0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0692_STAMPING: V 323 1950
 ML0692_MARK LOGO: CGS
 ML0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0692+STABILITY: SURFACE MOTION
 ML0692
 ML0692  HISTORY     - Date     Condition        Report By
 ML0692  HISTORY     - 1950     MONUMENTED       CGS
 ML0692
 ML0692                          STATION DESCRIPTION
 ML0692
 ML0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0692'3.7 MI SE FROM ARCADIA.
 ML0692'3.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0692'RAILROAD FROM THE STATION AT ARCADIA, 2 POLES SOUTHEAST OF
 ML0692'MILEPOST 50, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET
 ML0692'SOUTHEAST OF THE CENTER OF A GATE, 2 FEET SOUTHWEST OF A
 ML0692'FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0692'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1434 ***********************************************************************
 MK1434  DESIGNATION -  V 324
 MK1434  PID         -  MK1434
 MK1434  STATE/COUNTY-  NE/HAMILTON
 MK1434  COUNTRY     -  US
 MK1434  USGS QUAD   -  POLK (2017)
 MK1434
 MK1434                         *CURRENT SURVEY CONTROL
 MK1434  ______________________________________________________________________
 MK1434* NAD 83(1986) POSITION- 41 06 15.     (N) 097 50 49.     (W)   SCALED
 MK1434* NAVD 88 ORTHO HEIGHT -   539.469 (meters)     1769.91  (feet) ADJUSTED
 MK1434  ______________________________________________________________________
 MK1434  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 MK1434  DYNAMIC HEIGHT  -        539.196 (meters)     1769.01  (feet) COMP
 MK1434  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 MK1434
 MK1434  VERT ORDER      -  SECOND    CLASS 0
 MK1434
 MK1434.The horizontal coordinates were scaled from a map and have
 MK1434.an estimated accuracy of +/- 6 seconds.
 MK1434
 MK1434.The orthometric height was determined by differential leveling and
 MK1434.adjusted by the NATIONAL GEODETIC SURVEY
 MK1434.in June 1991.
 MK1434
 MK1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1434.GEOID18 height accuracy estimate available here.
 MK1434
 MK1434.Click photographs - Photos may exist for this station.
 MK1434
 MK1434.The dynamic height is computed by dividing the NAVD 88
 MK1434.geopotential number by the normal gravity value computed on the
 MK1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1434.degrees latitude (g = 980.6199 gals.).
 MK1434
 MK1434.The modeled gravity was interpolated from observed gravity values.
 MK1434
 MK1434;                    North         East    Units  Estimated Accuracy
 MK1434;SPC NE       -   143,350.      680,790.      MT  (+/- 180 meters Scaled)
 MK1434
 MK1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL968509(NAD 83)
 MK1434
 MK1434                          SUPERSEDED SURVEY CONTROL
 MK1434
 MK1434  NGVD 29 (??/??/92)  539.248  (m)         1769.18   (f) ADJ UNCH    2 0
 MK1434
 MK1434.Superseded values are not recommended for survey control.
 MK1434
 MK1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1434.See file dsdata.pdf to determine how the superseded data were derived.
 MK1434
 MK1434_MARKER: DB = BENCH MARK DISK
 MK1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1434_STAMPING: V 324 1950
 MK1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1434+STABILITY: SURFACE MOTION
 MK1434
 MK1434  HISTORY     - Date     Condition        Report By
 MK1434  HISTORY     - 1950     MONUMENTED       CGS
 MK1434
 MK1434                          STATION DESCRIPTION
 MK1434
 MK1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1434'3.8 MI NE FROM HORDVILLE.
 MK1434'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1434'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK1434'2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 MK1434'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 200 FEET NORTH
 MK1434'OF A FARMHOUSE, 78 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1434'SOUTH ROAD, 45 FEET WEST OF A FENCE CORNER, 34 FEET SOUTH OF THE
 MK1434'CENTER LINE OF AN EAST AND WEST ROAD, 0.8 FOOT SOUTH OF A FENCE,
 MK1434'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1434'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1452 ***********************************************************************
 MK1452  DESIGNATION -  V 326
 MK1452  PID         -  MK1452
 MK1452  STATE/COUNTY-  NE/POLK
 MK1452  COUNTRY     -  US
 MK1452  USGS QUAD   -  SWEDEHOME (2017)
 MK1452
 MK1452                         *CURRENT SURVEY CONTROL
 MK1452  ______________________________________________________________________
 MK1452* NAD 83(1986) POSITION- 41 12 26.     (N) 097 40 31.     (W)   SCALED
 MK1452* NAVD 88 ORTHO HEIGHT -   504.836 (meters)     1656.28  (feet) ADJUSTED
 MK1452  ______________________________________________________________________
 MK1452  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 MK1452  DYNAMIC HEIGHT  -        504.594 (meters)     1655.49  (feet) COMP
 MK1452  MODELED GRAVITY -    980,127.7   (mgal)                       NAVD 88
 MK1452
 MK1452  VERT ORDER      -  SECOND    CLASS 0
 MK1452
 MK1452.The horizontal coordinates were scaled from a map and have
 MK1452.an estimated accuracy of +/- 6 seconds.
 MK1452
 MK1452.The orthometric height was determined by differential leveling and
 MK1452.adjusted by the NATIONAL GEODETIC SURVEY
 MK1452.in June 1991.
 MK1452
 MK1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1452.GEOID18 height accuracy estimate available here.
 MK1452
 MK1452.Click photographs - Photos may exist for this station.
 MK1452
 MK1452.The dynamic height is computed by dividing the NAVD 88
 MK1452.geopotential number by the normal gravity value computed on the
 MK1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1452.degrees latitude (g = 980.6199 gals.).
 MK1452
 MK1452.The modeled gravity was interpolated from observed gravity values.
 MK1452
 MK1452;                    North         East    Units  Estimated Accuracy
 MK1452;SPC NE       -   155,160.      694,890.      MT  (+/- 180 meters Scaled)
 MK1452
 MK1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL110626(NAD 83)
 MK1452
 MK1452                          SUPERSEDED SURVEY CONTROL
 MK1452
 MK1452  NGVD 29 (??/??/92)  504.631  (m)         1655.61   (f) ADJ UNCH    2 0
 MK1452
 MK1452.Superseded values are not recommended for survey control.
 MK1452
 MK1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1452.See file dsdata.pdf to determine how the superseded data were derived.
 MK1452
 MK1452_MARKER: DB = BENCH MARK DISK
 MK1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1452_STAMPING: V 326 1950
 MK1452_MARK LOGO: CGS
 MK1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1452+STABILITY: SURFACE MOTION
 MK1452
 MK1452  HISTORY     - Date     Condition        Report By
 MK1452  HISTORY     - 1950     MONUMENTED       CGS
 MK1452
 MK1452                          STATION DESCRIPTION
 MK1452
 MK1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1452'8.6 MI S FROM SILVER CREEK.
 MK1452'7.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1452'SILVER CREEK, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A
 MK1452'ROAD JUNCTION, 62 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 MK1452'A ROAD LEADING SOUTHEAST, 39 FEET WEST OF THE CENTER LINE OF A
 MK1452'NORTH AND SOUTH ROAD, ON TOP OF A KNOLL, 1.1 FEET EAST OF A
 MK1452'FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1452'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1472 ***********************************************************************
 MK1472  DESIGNATION -  V 327
 MK1472  PID         -  MK1472
 MK1472  STATE/COUNTY-  NE/POLK
 MK1472  COUNTRY     -  US
 MK1472  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1472
 MK1472                         *CURRENT SURVEY CONTROL
 MK1472  ______________________________________________________________________
 MK1472* NAD 83(1986) POSITION- 41 16 45.     (N) 097 32 29.     (W)   SCALED
 MK1472* NAVD 88 ORTHO HEIGHT -   466.076 (meters)     1529.12  (feet) ADJUSTED
 MK1472  ______________________________________________________________________
 MK1472  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 MK1472  DYNAMIC HEIGHT  -        465.857 (meters)     1528.40  (feet) COMP
 MK1472  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 MK1472
 MK1472  VERT ORDER      -  SECOND    CLASS 0
 MK1472
 MK1472.The horizontal coordinates were scaled from a map and have
 MK1472.an estimated accuracy of +/- 6 seconds.
 MK1472
 MK1472.The orthometric height was determined by differential leveling and
 MK1472.adjusted by the NATIONAL GEODETIC SURVEY
 MK1472.in June 1991.
 MK1472
 MK1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1472.GEOID18 height accuracy estimate available here.
 MK1472
 MK1472.Click photographs - Photos may exist for this station.
 MK1472
 MK1472.The dynamic height is computed by dividing the NAVD 88
 MK1472.geopotential number by the normal gravity value computed on the
 MK1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1472.degrees latitude (g = 980.6199 gals.).
 MK1472
 MK1472.The modeled gravity was interpolated from observed gravity values.
 MK1472
 MK1472;                    North         East    Units  Estimated Accuracy
 MK1472;SPC NE       -   163,450.      705,880.      MT  (+/- 180 meters Scaled)
 MK1472
 MK1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL221707(NAD 83)
 MK1472
 MK1472                          SUPERSEDED SURVEY CONTROL
 MK1472
 MK1472  NGVD 29 (??/??/92)  465.880  (m)         1528.47   (f) ADJ UNCH    2 0
 MK1472
 MK1472.Superseded values are not recommended for survey control.
 MK1472
 MK1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1472.See file dsdata.pdf to determine how the superseded data were derived.
 MK1472
 MK1472_MARKER: DB = BENCH MARK DISK
 MK1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1472_STAMPING: V 327 1950
 MK1472_MARK LOGO: CGS
 MK1472_PROJECTION: FLUSH
 MK1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1472+STABILITY: SURFACE MOTION
 MK1472
 MK1472  HISTORY     - Date     Condition        Report By
 MK1472  HISTORY     - 1950     MONUMENTED       CGS
 MK1472
 MK1472                          STATION DESCRIPTION
 MK1472
 MK1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1472'7.4 MI N FROM OSCEOLA.
 MK1472'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1472'STATION AT OSECOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED
 MK1472'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 4.9
 MK1472'MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1472'91 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1472'59 FEET WEST OF A FENCE CORNER, 30 FEET SOUTH OF THE SOUTHEAST
 MK1472'CORNER OF A FARMHOUSE, 25 FEET NORTH OF THE CENTER LINE OF AN
 MK1472'EAST AND WEST ROAD, 1.4 FEET SOUTH OF A FENCE, 2 FEET SOUTHEAST
 MK1472'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1472'IS FLUSH WITH THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH
 MK1472'MARK U 327.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0727 ***********************************************************************
 ML0727  DESIGNATION -  V 328
 ML0727  PID         -  ML0727
 ML0727  STATE/COUNTY-  NE/VALLEY
 ML0727  COUNTRY     -  US
 ML0727  USGS QUAD   -  ARCADIA EAST (2017)
 ML0727
 ML0727                         *CURRENT SURVEY CONTROL
 ML0727  ______________________________________________________________________
 ML0727* NAD 83(1986) POSITION- 41 28 25.     (N) 099 00 42.     (W)   SCALED
 ML0727* NAVD 88 ORTHO HEIGHT -   690.419 (meters)     2265.15  (feet) ADJUSTED
 ML0727  ______________________________________________________________________
 ML0727  GEOID HEIGHT    -        -23.754 (meters)                     GEOID18
 ML0727  DYNAMIC HEIGHT  -        690.074 (meters)     2264.02  (feet) COMP
 ML0727  MODELED GRAVITY -    980,100.1   (mgal)                       NAVD 88
 ML0727
 ML0727  VERT ORDER      -  SECOND    CLASS 0
 ML0727
 ML0727.The horizontal coordinates were scaled from a map and have
 ML0727.an estimated accuracy of +/- 6 seconds.
 ML0727
 ML0727.The orthometric height was determined by differential leveling and
 ML0727.adjusted by the NATIONAL GEODETIC SURVEY
 ML0727.in June 1991.
 ML0727
 ML0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0727.GEOID18 height accuracy estimate available here.
 ML0727
 ML0727.Click photographs - Photos may exist for this station.
 ML0727
 ML0727.The dynamic height is computed by dividing the NAVD 88
 ML0727.geopotential number by the normal gravity value computed on the
 ML0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0727.degrees latitude (g = 980.6199 gals.).
 ML0727
 ML0727.The modeled gravity was interpolated from observed gravity values.
 ML0727
 ML0727;                    North         East    Units  Estimated Accuracy
 ML0727;SPC NE       -   182,580.      582,530.      MT  (+/- 180 meters Scaled)
 ML0727
 ML0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML990913(NAD 83)
 ML0727
 ML0727                          SUPERSEDED SURVEY CONTROL
 ML0727
 ML0727  NGVD 29 (??/??/92)  690.168  (m)         2264.33   (f) ADJ UNCH    2 0
 ML0727
 ML0727.Superseded values are not recommended for survey control.
 ML0727
 ML0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0727.See file dsdata.pdf to determine how the superseded data were derived.
 ML0727
 ML0727_MARKER: DB = BENCH MARK DISK
 ML0727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0727_SP_SET: CULVERT WINGWALL
 ML0727_STAMPING: V 328 1950
 ML0727_MARK LOGO: CGS
 ML0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0727+STABILITY: SURFACE MOTION
 ML0727
 ML0727  HISTORY     - Date     Condition        Report By
 ML0727  HISTORY     - 1950     MONUMENTED       CGS
 ML0727
 ML0727                          STATION DESCRIPTION
 ML0727
 ML0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0727'9.8 MI NE FROM ARCADIA.
 ML0727'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0727'AT ARCADIA, THENCE 4.95 MILES NORTHEAST ALONG STATE HIGHWAYS
 ML0727'56 AND 58, AT THE JUNCTION OF STATE HIGHWAYS 56 AND 58, 15
 ML0727'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE
 ML0727'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A CONCRETE
 ML0727'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1256 ***********************************************************************
 MK1256  DESIGNATION -  V 329
 MK1256  PID         -  MK1256
 MK1256  STATE/COUNTY-  NE/COLFAX
 MK1256  COUNTRY     -  US
 MK1256  USGS QUAD   -  SCHUYLER (2017)
 MK1256
 MK1256                         *CURRENT SURVEY CONTROL
 MK1256  ______________________________________________________________________
 MK1256* NAD 83(1986) POSITION- 41 27 09.     (N) 097 06 26.     (W)   SCALED
 MK1256* NAVD 88 ORTHO HEIGHT -   417.308 (meters)     1369.12  (feet) ADJUSTED
 MK1256  ______________________________________________________________________
 MK1256  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 MK1256  DYNAMIC HEIGHT  -        417.128 (meters)     1368.53  (feet) COMP
 MK1256  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 MK1256
 MK1256  VERT ORDER      -  SECOND    CLASS 0
 MK1256
 MK1256.The horizontal coordinates were scaled from a map and have
 MK1256.an estimated accuracy of +/- 6 seconds.
 MK1256
 MK1256.The orthometric height was determined by differential leveling and
 MK1256.adjusted by the NATIONAL GEODETIC SURVEY
 MK1256.in June 1991.
 MK1256
 MK1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1256.GEOID18 height accuracy estimate available here.
 MK1256
 MK1256.Click photographs - Photos may exist for this station.
 MK1256
 MK1256.The dynamic height is computed by dividing the NAVD 88
 MK1256.geopotential number by the normal gravity value computed on the
 MK1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1256.degrees latitude (g = 980.6199 gals.).
 MK1256
 MK1256.The modeled gravity was interpolated from observed gravity values.
 MK1256
 MK1256;                    North         East    Units  Estimated Accuracy
 MK1256;SPC NE       -   183,810.      741,590.      MT  (+/- 180 meters Scaled)
 MK1256
 MK1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL580907(NAD 83)
 MK1256
 MK1256                          SUPERSEDED SURVEY CONTROL
 MK1256
 MK1256  NGVD 29 (??/??/92)  417.137  (m)         1368.56   (f) ADJ UNCH    2 0
 MK1256
 MK1256.Superseded values are not recommended for survey control.
 MK1256
 MK1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1256.See file dsdata.pdf to determine how the superseded data were derived.
 MK1256
 MK1256_MARKER: DB = BENCH MARK DISK
 MK1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1256_STAMPING: V 329 1950
 MK1256_MARK LOGO: CGS
 MK1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1256+STABILITY: SURFACE MOTION
 MK1256
 MK1256  HISTORY     - Date     Condition        Report By
 MK1256  HISTORY     - 1950     MONUMENTED       CGS
 MK1256
 MK1256                          STATION DESCRIPTION
 MK1256
 MK1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1256'2.5 MI W FROM SCHUYLER.
 MK1256'2.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 MK1256'HIGHWAY 30 AND STATE HIGHWAY 15 AT SCHUYLER, AT THE SCHUYLER
 MK1256'AIRPORT, 15.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTH
 MK1256'HANGAR, 14.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE OFFICE,
 MK1256'1.4 FEET WEST OF THE WEST WALL OF THE HANGAR, 1.0 FOOT SOUTH OF
 MK1256'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 MK1256'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0915 ***********************************************************************
 MK0915  DESIGNATION -  V 330
 MK0915  PID         -  MK0915
 MK0915  STATE/COUNTY-  NE/SAUNDERS
 MK0915  COUNTRY     -  US
 MK0915  USGS QUAD   -  MALMO NW (2017)
 MK0915
 MK0915                         *CURRENT SURVEY CONTROL
 MK0915  ______________________________________________________________________
 MK0915* NAD 83(1986) POSITION- 41 24 30.     (N) 096 42 39.     (W)   SCALED
 MK0915* NAVD 88 ORTHO HEIGHT -   405.267 (meters)     1329.61  (feet) ADJUSTED
 MK0915  ______________________________________________________________________
 MK0915  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 MK0915  DYNAMIC HEIGHT  -        405.089 (meters)     1329.03  (feet) COMP
 MK0915  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 MK0915
 MK0915  VERT ORDER      -  SECOND    CLASS 0
 MK0915
 MK0915.The horizontal coordinates were scaled from a map and have
 MK0915.an estimated accuracy of +/- 6 seconds.
 MK0915
 MK0915.The orthometric height was determined by differential leveling and
 MK0915.adjusted by the NATIONAL GEODETIC SURVEY
 MK0915.in June 1991.
 MK0915
 MK0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0915.GEOID18 height accuracy estimate available here.
 MK0915
 MK0915.Click photographs - Photos may exist for this station.
 MK0915
 MK0915.The dynamic height is computed by dividing the NAVD 88
 MK0915.geopotential number by the normal gravity value computed on the
 MK0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0915.degrees latitude (g = 980.6199 gals.).
 MK0915
 MK0915.The modeled gravity was interpolated from observed gravity values.
 MK0915
 MK0915;                    North         East    Units  Estimated Accuracy
 MK0915;SPC NE       -   180,090.      774,860.      MT  (+/- 180 meters Scaled)
 MK0915
 MK0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL913866(NAD 83)
 MK0915
 MK0915                          SUPERSEDED SURVEY CONTROL
 MK0915
 MK0915  NGVD 29 (??/??/92)  405.114  (m)         1329.11   (f) ADJ UNCH    2 0
 MK0915
 MK0915.Superseded values are not recommended for survey control.
 MK0915
 MK0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0915.See file dsdata.pdf to determine how the superseded data were derived.
 MK0915
 MK0915_MARKER: DB = BENCH MARK DISK
 MK0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0915_STAMPING: V 330 1950
 MK0915_MARK LOGO: CGS
 MK0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0915+STABILITY: SURFACE MOTION
 MK0915
 MK0915  HISTORY     - Date     Condition        Report By
 MK0915  HISTORY     - 1950     MONUMENTED       CGS
 MK0915
 MK0915                          STATION DESCRIPTION
 MK0915
 MK0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0915'4 MI SE FROM MORSE BLUFF.
 MK0915'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0915'MORSE BLUFF, THENCE 1.35 MILES SOUTH ALONG A GRAVELED ROAD,
 MK0915'THENCE 1.1 MILES EAST ALONG A GRAVELED ROAD, AT THE FARM HOME
 MK0915'OF FRANK BLATNY, 114 FEET NORTH OF THE CENTER LINE OF AN EAST
 MK0915'AND WEST ROAD, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK0915'BARN, 14 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0915'1 FOOT EAST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET
 MK0915'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0915'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0952 ***********************************************************************
 MK0952  DESIGNATION -  V 331
 MK0952  PID         -  MK0952
 MK0952  STATE/COUNTY-  NE/SAUNDERS
 MK0952  COUNTRY     -  US
 MK0952  USGS QUAD   -  FREMONT WEST (2017)
 MK0952
 MK0952                         *CURRENT SURVEY CONTROL
 MK0952  ______________________________________________________________________
 MK0952* NAD 83(1986) POSITION- 41 24 28.     (N) 096 36 35.     (W)   SCALED
 MK0952* NAVD 88 ORTHO HEIGHT -   396.388 (meters)     1300.48  (feet) ADJUSTED
 MK0952  ______________________________________________________________________
 MK0952  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 MK0952  DYNAMIC HEIGHT  -        396.208 (meters)     1299.89  (feet) COMP
 MK0952  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 MK0952
 MK0952  VERT ORDER      -  SECOND    CLASS 0
 MK0952
 MK0952.The horizontal coordinates were scaled from a map and have
 MK0952.an estimated accuracy of +/- 6 seconds.
 MK0952
 MK0952.The orthometric height was determined by differential leveling and
 MK0952.adjusted by the NATIONAL GEODETIC SURVEY
 MK0952.in June 1991.
 MK0952
 MK0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0952.GEOID18 height accuracy estimate available here.
 MK0952
 MK0952.Click photographs - Photos may exist for this station.
 MK0952
 MK0952.The dynamic height is computed by dividing the NAVD 88
 MK0952.geopotential number by the normal gravity value computed on the
 MK0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0952.degrees latitude (g = 980.6199 gals.).
 MK0952
 MK0952.The modeled gravity was interpolated from observed gravity values.
 MK0952
 MK0952;                    North         East    Units  Estimated Accuracy
 MK0952;SPC NE       -   180,360.      783,310.      MT  (+/- 180 meters Scaled)
 MK0952
 MK0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL997867(NAD 83)
 MK0952
 MK0952                          SUPERSEDED SURVEY CONTROL
 MK0952
 MK0952  NGVD 29 (??/??/92)  396.234  (m)         1299.98   (f) ADJ UNCH    2 0
 MK0952
 MK0952.Superseded values are not recommended for survey control.
 MK0952
 MK0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0952.See file dsdata.pdf to determine how the superseded data were derived.
 MK0952
 MK0952_MARKER: DB = BENCH MARK DISK
 MK0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0952_STAMPING: V 331 1950
 MK0952_MARK LOGO: CGS
 MK0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0952+STABILITY: SURFACE MOTION
 MK0952
 MK0952  HISTORY     - Date     Condition        Report By
 MK0952  HISTORY     - 1950     MONUMENTED       CGS
 MK0952
 MK0952                          STATION DESCRIPTION
 MK0952
 MK0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0952'0.7 MI N FROM CEDAR BLUFFS.
 MK0952'0.7 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0952'FROM THE STATION AT CEDAR BLUFFS, 2 POLES NORTH OF MILEPOST 9,
 MK0952'46 FEET EAST OF THE EAST RAIL, 35 FEET SOUTH OF THE CENTER LINE
 MK0952'OF AN EAST AND WEST ROAD, 112 FEET SOUTHWEST OF A POWER POLE
 MK0952'WHICH IS ON THE NORTH SIDE OF THE ROAD, 6 FEET NORTHEAST OF A
 MK0952'TELEPHONE POLE, 3 FEET WEST OF A FENCE, 5 FEET ABOVE THE LEVEL
 MK0952'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0952'4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0181 ***********************************************************************
 ML0181  DESIGNATION -  V 332
 ML0181  PID         -  ML0181
 ML0181  STATE/COUNTY-  NE/MERRICK
 ML0181  COUNTRY     -  US
 ML0181  USGS QUAD   -  ARCHER (2017)
 ML0181
 ML0181                         *CURRENT SURVEY CONTROL
 ML0181  ______________________________________________________________________
 ML0181* NAD 83(1986) POSITION- 41 09 59.     (N) 098 08 08.     (W)   SCALED
 ML0181* NAVD 88 ORTHO HEIGHT -   531.388 (meters)     1743.40  (feet) ADJUSTED
 ML0181  ______________________________________________________________________
 ML0181  GEOID HEIGHT    -        -24.993 (meters)                     GEOID18
 ML0181  DYNAMIC HEIGHT  -        531.129 (meters)     1742.55  (feet) COMP
 ML0181  MODELED GRAVITY -    980,119.4   (mgal)                       NAVD 88
 ML0181
 ML0181  VERT ORDER      -  SECOND    CLASS 0
 ML0181
 ML0181.The horizontal coordinates were scaled from a map and have
 ML0181.an estimated accuracy of +/- 6 seconds.
 ML0181
 ML0181.The orthometric height was determined by differential leveling and
 ML0181.adjusted by the NATIONAL GEODETIC SURVEY
 ML0181.in June 1991.
 ML0181
 ML0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0181.GEOID18 height accuracy estimate available here.
 ML0181
 ML0181.Click photographs - Photos may exist for this station.
 ML0181
 ML0181.The dynamic height is computed by dividing the NAVD 88
 ML0181.geopotential number by the normal gravity value computed on the
 ML0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0181.degrees latitude (g = 980.6199 gals.).
 ML0181
 ML0181.The modeled gravity was interpolated from observed gravity values.
 ML0181
 ML0181;                    North         East    Units  Estimated Accuracy
 ML0181;SPC NE       -   149,690.      656,410.      MT  (+/- 180 meters Scaled)
 ML0181
 ML0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL725575(NAD 83)
 ML0181
 ML0181                          SUPERSEDED SURVEY CONTROL
 ML0181
 ML0181  NGVD 29 (??/??/92)  531.161  (m)         1742.65   (f) ADJ UNCH    2 0
 ML0181
 ML0181.Superseded values are not recommended for survey control.
 ML0181
 ML0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0181.See file dsdata.pdf to determine how the superseded data were derived.
 ML0181
 ML0181_MARKER: DB = BENCH MARK DISK
 ML0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0181_SP_SET: ELEVATOR BASE
 ML0181_STAMPING: V 332 1950
 ML0181_MARK LOGO: CGS
 ML0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0181
 ML0181  HISTORY     - Date     Condition        Report By
 ML0181  HISTORY     - 1950     MONUMENTED       CGS
 ML0181
 ML0181                          STATION DESCRIPTION
 ML0181
 ML0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0181'AT ARCHER.
 ML0181'AT ARCHER, AT THE T.B. HORD GRAIN COMPANY ELEVATOR, 83.6 FEET
 ML0181'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET SOUTHWEST OF THE SOUTHWEST
 ML0181'CORNER OF THE ELEVATOR, 2.7 FEET WEST OF THE OFFICE STEPS, 1.5
 ML0181'FEET EAST OF THE NORTHWEST CORNER OF THE ELEVATOR SCALES, AND
 ML0181'SET IN THE TOP OF THE CONCRETE BASE SURROUNDING THE SCALES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1540 ***********************************************************************
 MK1540  DESIGNATION -  V 333 RESET
 MK1540  PID         -  MK1540
 MK1540  STATE/COUNTY-  NE/HAMILTON
 MK1540  COUNTRY     -  US
 MK1540  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1540
 MK1540                         *CURRENT SURVEY CONTROL
 MK1540  ______________________________________________________________________
 MK1540* NAD 83(1986) POSITION- 41 01 05.     (N) 097 59 51.     (W)   SCALED
 MK1540* NAVD 88 ORTHO HEIGHT -   552.60  (meters)     1813.0   (feet) RESET
 MK1540  ______________________________________________________________________
 MK1540  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 MK1540  VERT ORDER      -  THIRD
 MK1540
 MK1540.The horizontal coordinates were scaled from a map and have
 MK1540.an estimated accuracy of +/- 6 seconds.
 MK1540
 MK1540.The orthometric height was computed from unverified reset data.
 MK1540
 MK1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1540.GEOID18 height accuracy estimate available here.
 MK1540
 MK1540.Click photographs - Photos may exist for this station.
 MK1540
 MK1540;                    North         East    Units  Estimated Accuracy
 MK1540;SPC NE       -   133,490.      668,370.      MT  (+/- 180 meters Scaled)
 MK1540
 MK1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL842412(NAD 83)
 MK1540
 MK1540                          SUPERSEDED SURVEY CONTROL
 MK1540
 MK1540.No superseded survey control is available for this station.
 MK1540
 MK1540_MARKER: DB = BENCH MARK DISK
 MK1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1540_STAMPING: V 333 RESET 1967
 MK1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1540+STABILITY: SURFACE MOTION
 MK1540
 MK1540  HISTORY     - Date     Condition        Report By
 MK1540  HISTORY     - 1967     MONUMENTED       CGS
 MK1540  HISTORY     - 20070606 GOOD             NEDR
 MK1540
 MK1540                          STATION DESCRIPTION
 MK1540
 MK1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MK1540'1.8 MI NE FROM MARQUETTE.
 MK1540'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1540'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, AT A ROAD
 MK1540'INTERSECTION, 162 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MK1540'GRAVELED ROAD, 49 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 MK1540'14, 2.5 FEET SOUTHWEST OF A POWERLINE POLE, 1 FOOT NORTH OF A
 MK1540'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST
 MK1540'WHICH PROJECTS 3 INCHES.
 MK1540
 MK1540                          STATION RECOVERY (2007)
 MK1540
 MK1540'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (RS)
 MK1540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0155 ***********************************************************************
 LH0155  DESIGNATION -  V 334
 LH0155  PID         -  LH0155
 LH0155  STATE/COUNTY-  NE/HAMILTON
 LH0155  COUNTRY     -  US
 LH0155  USGS QUAD   -  MURPHY (2017)
 LH0155
 LH0155                         *CURRENT SURVEY CONTROL
 LH0155  ______________________________________________________________________
 LH0155* NAD 83(1986) POSITION- 40 54 57.     (N) 098 06 43.     (W)   SCALED
 LH0155* NAVD 88 ORTHO HEIGHT -   563.915 (meters)     1850.11  (feet) ADJUSTED
 LH0155  ______________________________________________________________________
 LH0155  GEOID HEIGHT    -        -25.380 (meters)                     GEOID18
 LH0155  DYNAMIC HEIGHT  -        563.622 (meters)     1849.15  (feet) COMP
 LH0155  MODELED GRAVITY -    980,086.3   (mgal)                       NAVD 88
 LH0155
 LH0155  VERT ORDER      -  SECOND    CLASS 0
 LH0155
 LH0155.The horizontal coordinates were scaled from a map and have
 LH0155.an estimated accuracy of +/- 6 seconds.
 LH0155
 LH0155.The orthometric height was determined by differential leveling and
 LH0155.adjusted by the NATIONAL GEODETIC SURVEY
 LH0155.in June 1991.
 LH0155
 LH0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0155.GEOID18 height accuracy estimate available here.
 LH0155
 LH0155.Click photographs - Photos may exist for this station.
 LH0155
 LH0155.The dynamic height is computed by dividing the NAVD 88
 LH0155.geopotential number by the normal gravity value computed on the
 LH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0155.degrees latitude (g = 980.6199 gals.).
 LH0155
 LH0155.The modeled gravity was interpolated from observed gravity values.
 LH0155
 LH0155;                    North         East    Units  Estimated Accuracy
 LH0155;SPC NE       -   121,920.      659,000.      MT  (+/- 180 meters Scaled)
 LH0155
 LH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL747297(NAD 83)
 LH0155
 LH0155                          SUPERSEDED SURVEY CONTROL
 LH0155
 LH0155  NGVD 29 (??/??/92)  563.680  (m)         1849.34   (f) ADJ UNCH    2 0
 LH0155
 LH0155.Superseded values are not recommended for survey control.
 LH0155
 LH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0155.See file dsdata.pdf to determine how the superseded data were derived.
 LH0155
 LH0155_MARKER: DB = BENCH MARK DISK
 LH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0155_STAMPING: V 334 1950
 LH0155_MARK LOGO: CGS
 LH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0155+STABILITY: SURFACE MOTION
 LH0155
 LH0155  HISTORY     - Date     Condition        Report By
 LH0155  HISTORY     - 1950     MONUMENTED       CGS
 LH0155
 LH0155                          STATION DESCRIPTION
 LH0155
 LH0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0155'7.5 MI NE FROM PHILLIPS.
 LH0155'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0155'FROM THE STATION AT PHILLIPS, THENCE 2.1 MILES NORTH ALONG A
 LH0155'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE
 LH0155'1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 69
 LH0155'FEET WEST OF A POWER POLE WHICH IS ON THE EAST SIDE OF THE NORTH
 LH0155'AND SOUTH ROAD, 35 FEET WEST OF THE CENTER LINE OF THE NORTH
 LH0155'AND SOUTH ROAD, 31 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 LH0155'WEST ROAD, 3.7 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH
 LH0155'OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 LH0155'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0057 ***********************************************************************
 ML0057  DESIGNATION -  V 335
 ML0057  PID         -  ML0057
 ML0057  STATE/COUNTY-  NE/BOONE
 ML0057  COUNTRY     -  US
 ML0057  USGS QUAD   -  SPALDING (2017)
 ML0057
 ML0057                         *CURRENT SURVEY CONTROL
 ML0057  ______________________________________________________________________
 ML0057* NAD 83(1986) POSITION- 41 38 49.     (N) 098 17 08.     (W)   SCALED
 ML0057* NAVD 88 ORTHO HEIGHT -   567.590 (meters)     1862.17  (feet) ADJUSTED
 ML0057  ______________________________________________________________________
 ML0057  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 ML0057  DYNAMIC HEIGHT  -        567.321 (meters)     1861.29  (feet) COMP
 ML0057  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 ML0057
 ML0057  VERT ORDER      -  SECOND    CLASS 0
 ML0057
 ML0057.The horizontal coordinates were scaled from a map and have
 ML0057.an estimated accuracy of +/- 6 seconds.
 ML0057
 ML0057.The orthometric height was determined by differential leveling and
 ML0057.adjusted by the NATIONAL GEODETIC SURVEY
 ML0057.in June 1991.
 ML0057
 ML0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0057.GEOID18 height accuracy estimate available here.
 ML0057
 ML0057.Click photographs - Photos may exist for this station.
 ML0057
 ML0057.The dynamic height is computed by dividing the NAVD 88
 ML0057.geopotential number by the normal gravity value computed on the
 ML0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0057.degrees latitude (g = 980.6199 gals.).
 ML0057
 ML0057.The modeled gravity was interpolated from observed gravity values.
 ML0057
 ML0057;                    North         East    Units  Estimated Accuracy
 ML0057;SPC NE       -   202,770.      642,770.      MT  (+/- 180 meters Scaled)
 ML0057
 ML0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM594108(NAD 83)
 ML0057
 ML0057                          SUPERSEDED SURVEY CONTROL
 ML0057
 ML0057  NGVD 29 (??/??/92)  567.348  (m)         1861.37   (f) ADJ UNCH    2 0
 ML0057
 ML0057.Superseded values are not recommended for survey control.
 ML0057
 ML0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0057.See file dsdata.pdf to determine how the superseded data were derived.
 ML0057
 ML0057_MARKER: DB = BENCH MARK DISK
 ML0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0057_STAMPING: V 335 1950
 ML0057_MARK LOGO: CGS
 ML0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0057+STABILITY: SURFACE MOTION
 ML0057
 ML0057  HISTORY     - Date     Condition        Report By
 ML0057  HISTORY     - 1950     MONUMENTED       CGS
 ML0057
 ML0057                          STATION DESCRIPTION
 ML0057
 ML0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0057'3 MI NW FROM PRIMROSE.
 ML0057'2.95 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0057'STATION AT PRIMROSE, AT A ROAD CROSSING, 400 FEET EAST OF A FARMHOUSE,
 ML0057'36 FEET NORTH OF THE CENTER LINE OF A ROAD, 46 FEET SOUTHWEST OF
 ML0057'THE SOUTHWEST RAIL, 1.4 FEET NORTHEAST OF A FENCE CORNER, 2.5
 ML0057'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0057'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0112 ***********************************************************************
 LH0112  DESIGNATION -  V 336
 LH0112  PID         -  LH0112
 LH0112  STATE/COUNTY-  NE/HALL
 LH0112  COUNTRY     -  US
 LH0112  USGS QUAD   -  DONIPHAN (2017)
 LH0112
 LH0112                         *CURRENT SURVEY CONTROL
 LH0112  ______________________________________________________________________
 LH0112* NAD 83(1986) POSITION- 40 46 14.04   (N) 098 17 32.13   (W)   HD_HELD1
 LH0112* NAVD 88 ORTHO HEIGHT -   582.786 (meters)     1912.02  (feet) ADJUSTED
 LH0112  ______________________________________________________________________
 LH0112  GEOID HEIGHT    -        -25.222 (meters)                     GEOID18
 LH0112  DYNAMIC HEIGHT  -        582.473 (meters)     1911.00  (feet) COMP
 LH0112  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 LH0112
 LH0112  VERT ORDER      -  SECOND    CLASS 0
 LH0112
 LH0112.The horizontal coordinates were determined by differentially corrected
 LH0112.hand held GPS observations or other comparable positioning techniques
 LH0112.and have an estimated accuracy of +/- 3 meters.
 LH0112
 LH0112.The orthometric height was determined by differential leveling and
 LH0112.adjusted by the NATIONAL GEODETIC SURVEY
 LH0112.in June 1991.
 LH0112
 LH0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0112.GEOID18 height accuracy estimate available here.
 LH0112
 LH0112.Click photographs - Photos may exist for this station.
 LH0112
 LH0112.The dynamic height is computed by dividing the NAVD 88
 LH0112.geopotential number by the normal gravity value computed on the
 LH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0112.degrees latitude (g = 980.6199 gals.).
 LH0112
 LH0112.The modeled gravity was interpolated from observed gravity values.
 LH0112
 LH0112;                    North         East    Units  Estimated Accuracy
 LH0112;SPC NE       -   105,482.7     644,131.4     MT  (+/- 3 meters HH1 GPS) 
 LH0112
 LH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5972813529(NAD 83)
 LH0112
 LH0112                          SUPERSEDED SURVEY CONTROL
 LH0112
 LH0112  NGVD 29 (??/??/92)  582.550  (m)         1911.25   (f) ADJ UNCH    2 0
 LH0112
 LH0112.Superseded values are not recommended for survey control.
 LH0112
 LH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0112.See file dsdata.pdf to determine how the superseded data were derived.
 LH0112
 LH0112_MARKER: DB = BENCH MARK DISK
 LH0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0112_STAMPING: V 336 1950
 LH0112_MARK LOGO: CGS
 LH0112_PROJECTION: FLUSH
 LH0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0112+STABILITY: SURFACE MOTION
 LH0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0112+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2020
 LH0112
 LH0112  HISTORY     - Date     Condition        Report By
 LH0112  HISTORY     - 1950     MONUMENTED       CGS
 LH0112  HISTORY     - 20201020 GOOD             NE-079
 LH0112
 LH0112                          STATION DESCRIPTION
 LH0112
 LH0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0112'4 MI E FROM DONIPHAN.
 LH0112'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0112'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 2.5 MILES EAST ALONG
 LH0112'A GRAVELED ROAD, 95 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 LH0112'ROAD, 61 FEET SOUTH OF A FENCE, 7 FEET WEST OF THE CENTER LINE OF
 LH0112'A TRACK FARM ROAD, 1.5 FEET EAST OF A FENCE, 2.2 FEET EAST OF A
 LH0112'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0112'0.4 FOOT ABOVE THE GROUND.
 LH0112
 LH0112                          STATION RECOVERY (2020)
 LH0112
 LH0112'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0112'THE MARK IS 93.3 FT (28.4 M) SOUTH OF THE CENTERLINE OF GILTNER ROAD
 LH0112'AND 11.4 FT (3.5 M) WEST OF THE CENTERLINE OF A FIELD DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0498 ***********************************************************************
 ML0498  DESIGNATION -  V 337
 ML0498  PID         -  ML0498
 ML0498  STATE/COUNTY-  NE/VALLEY
 ML0498  COUNTRY     -  US
 ML0498  USGS QUAD   -  ORD NW (2017)
 ML0498
 ML0498                         *CURRENT SURVEY CONTROL
 ML0498  ______________________________________________________________________
 ML0498* NAD 83(1986) POSITION- 41 40 08.54   (N) 098 59 35.50   (W)   HD_HELD1
 ML0498* NAVD 88 ORTHO HEIGHT -   638.177 (meters)     2093.75  (feet) ADJUSTED
 ML0498  ______________________________________________________________________
 ML0498  GEOID HEIGHT    -        -23.851 (meters)                     GEOID18
 ML0498  DYNAMIC HEIGHT  -        637.861 (meters)     2092.72  (feet) COMP
 ML0498  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 ML0498
 ML0498  VERT ORDER      -  SECOND    CLASS 0
 ML0498
 ML0498.The horizontal coordinates were determined by differentially corrected
 ML0498.hand held GPS observations or other comparable positioning techniques
 ML0498.and have an estimated accuracy of +/- 3 meters.
 ML0498
 ML0498.The orthometric height was determined by differential leveling and
 ML0498.adjusted by the NATIONAL GEODETIC SURVEY
 ML0498.in June 1991.
 ML0498
 ML0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0498.GEOID18 height accuracy estimate available here.
 ML0498
 ML0498.Click photographs - Photos may exist for this station.
 ML0498
 ML0498.The dynamic height is computed by dividing the NAVD 88
 ML0498.geopotential number by the normal gravity value computed on the
 ML0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0498.degrees latitude (g = 980.6199 gals.).
 ML0498
 ML0498.The modeled gravity was interpolated from observed gravity values.
 ML0498
 ML0498;                    North         East    Units  Estimated Accuracy
 ML0498;SPC NE       -   204,298.0     583,815.3     MT  (+/- 3 meters HH1 GPS) 
 ML0498
 ML0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0056613031(NAD 83)
 ML0498
 ML0498                          SUPERSEDED SURVEY CONTROL
 ML0498
 ML0498  NGVD 29 (??/??/92)  637.913  (m)         2092.89   (f) ADJ UNCH    2 0
 ML0498
 ML0498.Superseded values are not recommended for survey control.
 ML0498
 ML0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0498.See file dsdata.pdf to determine how the superseded data were derived.
 ML0498
 ML0498_MARKER: DB = BENCH MARK DISK
 ML0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0498_STAMPING: V 337 1950
 ML0498_MARK LOGO: CGS
 ML0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0498+STABILITY: SURFACE MOTION
 ML0498
 ML0498  HISTORY     - Date     Condition        Report By
 ML0498  HISTORY     - 1950     MONUMENTED       CGS
 ML0498  HISTORY     - 1985     GOOD             NEDR
 ML0498  HISTORY     - 1985     GOOD             NGS
 ML0498
 ML0498                          STATION DESCRIPTION
 ML0498
 ML0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0498'1 MI SE FROM ELYRIA.
 ML0498'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0498'AT ELYRIA, AT A ROAD CROSSING, 135 FEET NORTHEAST OF THE CENTER
 ML0498'LINE OF THE HIGHWAY, 48 FEET NORTHEAST OF THE NORTHEAST RAIL
 ML0498'OF THE RAILROAD, 35 FEET NORTHWEST OF THE CENTER LINE OF A
 ML0498'GRAVELED ROAD, 17 FEET SOUTHWEST OF A POWER POLE, 2 FEET SOUTH
 ML0498'OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 ML0498'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0498
 ML0498                          STATION RECOVERY (1985)
 ML0498
 ML0498'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0498'RECOVERED IN GOOD CONDITION.
 ML0498
 ML0498                          STATION RECOVERY (1985)
 ML0498
 ML0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0498'1.61 KM (1.0 MI) SOUTHEAST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0498'OFFICE AT ELYRIA, TO A CROSSROAD AND THE MARK ON THE LEFT, 41.1 M
 ML0498'(135 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 10.32 M (35.5
 ML0498'FT) NORTH FROM THE CENTERLINE OF A GRADED ROAD, 5.33 M (17.5 FT)
 ML0498'NORTHWEST FROM A POWER POLE, 0.61 M (2.0 FT) SOUTHWEST FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0443 ***********************************************************************
 NP0443  DESIGNATION -  V 340
 NP0443  PID         -  NP0443
 NP0443  STATE/COUNTY-  NE/SIOUX
 NP0443  COUNTRY     -  US
 NP0443  USGS QUAD   -  KYLE CREEK (2017)
 NP0443
 NP0443                         *CURRENT SURVEY CONTROL
 NP0443  ______________________________________________________________________
 NP0443* NAD 83(1986) POSITION- 42 37 03.     (N) 103 40 14.     (W)   SCALED
 NP0443* NAVD 88 ORTHO HEIGHT -  1300.010 (meters)     4265.12  (feet) ADJUSTED
 NP0443  ______________________________________________________________________
 NP0443  GEOID HEIGHT    -        -16.907 (meters)                     GEOID18
 NP0443  DYNAMIC HEIGHT  -       1299.259 (meters)     4262.65  (feet) COMP
 NP0443  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 NP0443
 NP0443  VERT ORDER      -  FIRST     CLASS II
 NP0443
 NP0443.The horizontal coordinates were scaled from a map and have
 NP0443.an estimated accuracy of +/- 6 seconds.
 NP0443
 NP0443.The orthometric height was determined by differential leveling and
 NP0443.adjusted by the NATIONAL GEODETIC SURVEY
 NP0443.in June 1991.
 NP0443
 NP0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0443.GEOID18 height accuracy estimate available here.
 NP0443
 NP0443.Click photographs - Photos may exist for this station.
 NP0443
 NP0443.The dynamic height is computed by dividing the NAVD 88
 NP0443.geopotential number by the normal gravity value computed on the
 NP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0443.degrees latitude (g = 980.6199 gals.).
 NP0443
 NP0443.The modeled gravity was interpolated from observed gravity values.
 NP0443
 NP0443;                    North         East    Units  Estimated Accuracy
 NP0443;SPC NE       -   315,520.      198,990.      MT  (+/- 180 meters Scaled)
 NP0443
 NP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH090191(NAD 83)
 NP0443
 NP0443                          SUPERSEDED SURVEY CONTROL
 NP0443
 NP0443  NGVD 29 (??/??/92) 1299.358  (m)         4262.98   (f) ADJ UNCH    1 2
 NP0443
 NP0443.Superseded values are not recommended for survey control.
 NP0443
 NP0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0443.See file dsdata.pdf to determine how the superseded data were derived.
 NP0443
 NP0443_MARKER: DB = BENCH MARK DISK
 NP0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0443_SP_SET: PIER
 NP0443_STAMPING: V 340 1954
 NP0443_MARK LOGO: CGS
 NP0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0443
 NP0443  HISTORY     - Date     Condition        Report By
 NP0443  HISTORY     - 1954     MONUMENTED       CGS
 NP0443
 NP0443                          STATION DESCRIPTION
 NP0443
 NP0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0443'12.6 MI SE FROM HARRISON.
 NP0443'12.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0443'FROM THE STATION AT HARRISON, 7 POLES EAST OF MILEPOST 448, 10
 NP0443'FEET NORTH OF THE NORTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS,
 NP0443'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER OF A
 NP0443'STEEL GIRDER BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NQ0002 ***********************************************************************
 NQ0002  DESIGNATION -  V 341
 NQ0002  PID         -  NQ0002
 NQ0002  STATE/COUNTY-  NE/SIOUX
 NQ0002  COUNTRY     -  US
 NQ0002  USGS QUAD   -  VAN TASSELL (2017)
 NQ0002
 NQ0002                         *CURRENT SURVEY CONTROL
 NQ0002  ______________________________________________________________________
 NQ0002* NAD 83(1986) POSITION- 42 40 14.     (N) 104 00 38.     (W)   SCALED
 NQ0002* NAVD 88 ORTHO HEIGHT -  1461.022 (meters)     4793.37  (feet) ADJUSTED
 NQ0002  ______________________________________________________________________
 NQ0002  GEOID HEIGHT    -        -15.859 (meters)                     GEOID18
 NQ0002  DYNAMIC HEIGHT  -       1460.158 (meters)     4790.54  (feet) COMP
 NQ0002  MODELED GRAVITY -    979,978.4   (mgal)                       NAVD 88
 NQ0002
 NQ0002  VERT ORDER      -  FIRST     CLASS II
 NQ0002
 NQ0002.The horizontal coordinates were scaled from a map and have
 NQ0002.an estimated accuracy of +/- 6 seconds.
 NQ0002
 NQ0002.The orthometric height was determined by differential leveling and
 NQ0002.adjusted by the NATIONAL GEODETIC SURVEY
 NQ0002.in June 1991.
 NQ0002
 NQ0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NQ0002.GEOID18 height accuracy estimate available here.
 NQ0002
 NQ0002.Click photographs - Photos may exist for this station.
 NQ0002
 NQ0002.The dynamic height is computed by dividing the NAVD 88
 NQ0002.geopotential number by the normal gravity value computed on the
 NQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0002.degrees latitude (g = 980.6199 gals.).
 NQ0002
 NQ0002.The modeled gravity was interpolated from observed gravity values.
 NQ0002
 NQ0002;                    North         East    Units  Estimated Accuracy
 NQ0002;SPC NE       -   322,650.      171,400.      MT  (+/- 180 meters Scaled)
 NQ0002
 NQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH810247(NAD 83)
 NQ0002
 NQ0002                          SUPERSEDED SURVEY CONTROL
 NQ0002
 NQ0002  NGVD 29 (??/??/92) 1460.324  (m)         4791.08   (f) ADJ UNCH    1 2
 NQ0002
 NQ0002.Superseded values are not recommended for survey control.
 NQ0002
 NQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0002.See file dsdata.pdf to determine how the superseded data were derived.
 NQ0002
 NQ0002_MARKER: DB = BENCH MARK DISK
 NQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0002_STAMPING: V 341 1956
 NQ0002_MARK LOGO: CGS
 NQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0002+STABILITY: SURFACE MOTION
 NQ0002
 NQ0002  HISTORY     - Date     Condition        Report By
 NQ0002  HISTORY     - 1956     MONUMENTED       CGS
 NQ0002
 NQ0002                          STATION DESCRIPTION
 NQ0002
 NQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0002'6.8 MI W FROM HARRISON.
 NQ0002'6.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0002'THE STATION AT HARRISON, 7 POLES SOUTHWEST OF MILEPOST 467,
 NQ0002'84 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 20, 45 FEET
 NQ0002'NORTHWEST OF THE NORTHWEST RAIL, 4.3 FEET SOUTH OF A FENCE
 NQ0002'CORNER, 2.4 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A
 NQ0002'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0002'0.7 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 9,
 NQ0002'TOWNSHIP 31 NORTH, RANGE 57 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0344 ***********************************************************************
 NP0344  DESIGNATION -  V 342
 NP0344  PID         -  NP0344
 NP0344  STATE/COUNTY-  NE/BOX BUTTE
 NP0344  COUNTRY     -  US
 NP0344  USGS QUAD   -  HEMINGFORD (2017)
 NP0344
 NP0344                         *CURRENT SURVEY CONTROL
 NP0344  ______________________________________________________________________
 NP0344* NAD 83(1986) POSITION- 42 19 45.     (N) 103 05 04.     (W)   SCALED
 NP0344* NAVD 88 ORTHO HEIGHT -  1303.519 (meters)     4276.63  (feet) ADJUSTED
 NP0344  ______________________________________________________________________
 NP0344  GEOID HEIGHT    -        -18.254 (meters)                     GEOID18
 NP0344  DYNAMIC HEIGHT  -       1302.755 (meters)     4274.12  (feet) COMP
 NP0344  MODELED GRAVITY -    979,990.6   (mgal)                       NAVD 88
 NP0344
 NP0344  VERT ORDER      -  FIRST     CLASS II
 NP0344
 NP0344.The horizontal coordinates were scaled from a map and have
 NP0344.an estimated accuracy of +/- 6 seconds.
 NP0344
 NP0344.The orthometric height was determined by differential leveling and
 NP0344.adjusted by the NATIONAL GEODETIC SURVEY
 NP0344.in June 1991.
 NP0344
 NP0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0344.GEOID18 height accuracy estimate available here.
 NP0344
 NP0344.Click photographs - Photos may exist for this station.
 NP0344
 NP0344.The dynamic height is computed by dividing the NAVD 88
 NP0344.geopotential number by the normal gravity value computed on the
 NP0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0344.degrees latitude (g = 980.6199 gals.).
 NP0344
 NP0344.The modeled gravity was interpolated from observed gravity values.
 NP0344
 NP0344;                    North         East    Units  Estimated Accuracy
 NP0344;SPC NE       -   281,640.      245,890.      MT  (+/- 180 meters Scaled)
 NP0344
 NP0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG578881(NAD 83)
 NP0344
 NP0344                          SUPERSEDED SURVEY CONTROL
 NP0344
 NP0344  NGVD 29 (??/??/92) 1302.887  (m)         4274.56   (f) ADJ UNCH    1 2
 NP0344
 NP0344.Superseded values are not recommended for survey control.
 NP0344
 NP0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0344.See file dsdata.pdf to determine how the superseded data were derived.
 NP0344
 NP0344_MARKER: DB = BENCH MARK DISK
 NP0344_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0344_STAMPING: V 342 1956
 NP0344_MARK LOGO: CGS
 NP0344_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0344
 NP0344  HISTORY     - Date     Condition        Report By
 NP0344  HISTORY     - 1959     MONUMENTED       CGS
 NP0344  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0344
 NP0344                          STATION DESCRIPTION
 NP0344
 NP0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NP0344'0.6 MI NW FROM HEMINGFORD.
 NP0344'0.6 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0344'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0344'MILEPOST 385, 44.6 FEET SOUTH OF THE SOUTH RAIL, 48 FEET WEST
 NP0344'OF A FENCE CORNER, 9 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 NP0344'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, CLAMPED ON
 NP0344'THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN
 NP0344'13 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH
 NP0344'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 7, TOWNSHIP 27
 NP0344'NORTH, RANGE 50 WEST.
 NP0344
 NP0344                          STATION RECOVERY (1985)
 NP0344
 NP0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0344'NOT RECOVERED.  AREA DESCRIBED IS NO LONGER THE AREA DESCRIBED..
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0297 ***********************************************************************
 NP0297  DESIGNATION -  V 343
 NP0297  PID         -  NP0297
 NP0297  STATE/COUNTY-  NE/DAWES
 NP0297  COUNTRY     -  US
 NP0297  USGS QUAD   -  BELMONT (2017)
 NP0297
 NP0297                         *CURRENT SURVEY CONTROL
 NP0297  ______________________________________________________________________
 NP0297* NAD 83(1986) POSITION- 42 35 43.     (N) 103 20 56.     (W)   SCALED
 NP0297* NAVD 88 ORTHO HEIGHT -  1301.040 (meters)     4268.50  (feet) POSTED
 NP0297  ______________________________________________________________________
 NP0297  GEOID HEIGHT    -        -17.759 (meters)                     GEOID18
 NP0297  DYNAMIC HEIGHT  -       1300.29  (meters)     4266.0   (feet) COMP
 NP0297  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 NP0297
 NP0297  VERT ORDER      -  * POSTED, SEE BELOW
 NP0297
 NP0297.The horizontal coordinates were scaled from a map and have
 NP0297.an estimated accuracy of +/- 6 seconds.
 NP0297
 NP0297.The orthometric height was determined by differential leveling
 NP0297.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0297
 NP0297.* This is a POSTED BENCH MARK height.
 NP0297
 NP0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0297.GEOID18 height accuracy estimate available here.
 NP0297
 NP0297.Click photographs - Photos may exist for this station.
 NP0297
 NP0297.The dynamic height is computed by dividing the NAVD 88
 NP0297.geopotential number by the normal gravity value computed on the
 NP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0297.degrees latitude (g = 980.6199 gals.).
 NP0297
 NP0297.The modeled gravity was interpolated from observed gravity values.
 NP0297
 NP0297;                    North         East    Units  Estimated Accuracy
 NP0297;SPC NE       -   311,990.      225,260.      MT  (+/- 180 meters Scaled)
 NP0297
 NP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354171(NAD 83)
 NP0297
 NP0297                          SUPERSEDED SURVEY CONTROL
 NP0297
 NP0297  NGVD 29 (??/??/92) 1300.400  (m)         4266.40   (f) ADJ UNCH    1 2
 NP0297
 NP0297.Superseded values are not recommended for survey control.
 NP0297
 NP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0297.See file dsdata.pdf to determine how the superseded data were derived.
 NP0297
 NP0297_MARKER: DB = BENCH MARK DISK
 NP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0297_STAMPING: V 343 1956
 NP0297_MARK LOGO: CGS
 NP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0297+STABILITY: SURFACE MOTION
 NP0297
 NP0297  HISTORY     - Date     Condition        Report By
 NP0297  HISTORY     - 1956     MONUMENTED       CGS
 NP0297  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0297
 NP0297                          STATION DESCRIPTION
 NP0297
 NP0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0297'8.9 MI S FROM CRAWFORD.
 NP0297'8.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0297'FROM THE STATION AT CRAWFORD, 152 FEET NORTHWEST OF MILEPOST
 NP0297'414, 35 FEET SOUTH OF A FENCE, 18 FEET NORTH OF THE NORTH RAIL,
 NP0297'2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0297'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0297'1/4 OF SECTION 7, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0297
 NP0297                          STATION RECOVERY (1985)
 NP0297
 NP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0297'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0161 ***********************************************************************
 MN0161  DESIGNATION -  V 344
 MN0161  PID         -  MN0161
 MN0161  STATE/COUNTY-  NE/MORRILL
 MN0161  COUNTRY     -  US
 MN0161  USGS QUAD   -  ANGORA SE (2017)
 MN0161
 MN0161                         *CURRENT SURVEY CONTROL
 MN0161  ______________________________________________________________________
 MN0161* NAD 83(1986) POSITION- 41 51 40.     (N) 103 06 58.     (W)   SCALED
 MN0161* NAVD 88 ORTHO HEIGHT -  1300.815 (meters)     4267.76  (feet) ADJUSTED
 MN0161  ______________________________________________________________________
 MN0161  GEOID HEIGHT    -        -19.192 (meters)                     GEOID18
 MN0161  DYNAMIC HEIGHT  -       1299.976 (meters)     4265.00  (feet) COMP
 MN0161  MODELED GRAVITY -    979,931.9   (mgal)                       NAVD 88
 MN0161
 MN0161  VERT ORDER      -  FIRST     CLASS II
 MN0161
 MN0161.The horizontal coordinates were scaled from a map and have
 MN0161.an estimated accuracy of +/- 6 seconds.
 MN0161
 MN0161.The orthometric height was determined by differential leveling and
 MN0161.adjusted by the NATIONAL GEODETIC SURVEY
 MN0161.in June 1991.
 MN0161
 MN0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0161.GEOID18 height accuracy estimate available here.
 MN0161
 MN0161.Click photographs - Photos may exist for this station.
 MN0161
 MN0161.The dynamic height is computed by dividing the NAVD 88
 MN0161.geopotential number by the normal gravity value computed on the
 MN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0161.degrees latitude (g = 980.6199 gals.).
 MN0161
 MN0161.The modeled gravity was interpolated from observed gravity values.
 MN0161
 MN0161;                    North         East    Units  Estimated Accuracy
 MN0161;SPC NE       -   229,800.      241,410.      MT  (+/- 180 meters Scaled)
 MN0161
 MN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG563360(NAD 83)
 MN0161
 MN0161                          SUPERSEDED SURVEY CONTROL
 MN0161
 MN0161  NGVD 29 (??/??/92) 1300.164  (m)         4265.62   (f) ADJ UNCH    1 2
 MN0161
 MN0161.Superseded values are not recommended for survey control.
 MN0161
 MN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0161.See file dsdata.pdf to determine how the superseded data were derived.
 MN0161
 MN0161_MARKER: DB = BENCH MARK DISK
 MN0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MN0161_STAMPING: V 344 1956
 MN0161_MARK LOGO: CGS
 MN0161_PROJECTION: PROJECTING 26 CENTIMETERS
 MN0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0161_ROD/PIPE-DEPTH: 6.7 meters
 MN0161
 MN0161  HISTORY     - Date     Condition        Report By
 MN0161  HISTORY     - 1956     MONUMENTED       CGS
 MN0161  HISTORY     - 1985     GOOD             NGS
 MN0161
 MN0161                          STATION DESCRIPTION
 MN0161
 MN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0161'0.9 MI NE FROM ANGORA.
 MN0161'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0161'RAILROAD FROM THE STATION AT ANGORA, 4 POLES NORTHEAST OF
 MN0161'MILEPOST 21, 55 FEET NORTHWEST OF THE NORTHWEST RAIL, 75 FEET
 MN0161'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 19, 19 FEET
 MN0161'SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS POST,
 MN0161'CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 MN0161'IS DRIVEN 22 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 MN0161'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 MN0161'OF SECTION 21, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0161
 MN0161                          STATION RECOVERY (1985)
 MN0161
 MN0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0161'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.1
 MN0161'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0161'1.29 KM (0.8 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0161'16.9 METERS (55.4 FT) NORTHWEST OF THE NORTHWEST RAIL, 21.9 METERS (72
 MN0161'FT) SOUTH OF THE SECOND POWER POLE NORTHEAST OF MILEPOLE 21, 21.6
 MN0161'METERS (70.8 FT) NORTH OF A RAILROAD WARNING SIGN AND 43.9 METERS (144
 MN0161'FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385.
 MN0161'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0161'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1712 ***********************************************************************
 MK1712  DESIGNATION -  V 345
 MK1712  PID         -  MK1712
 MK1712  STATE/COUNTY-  NE/PLATTE
 MK1712  COUNTRY     -  US
 MK1712  USGS QUAD   -  LINDSAY SW (2017)
 MK1712
 MK1712                         *CURRENT SURVEY CONTROL
 MK1712  ______________________________________________________________________
 MK1712* NAD 83(1986) POSITION- 41 36 45.     (N) 097 38 20.     (W)   SCALED
 MK1712* NAVD 88 ORTHO HEIGHT -   511.538 (meters)     1678.27  (feet) ADJUSTED
 MK1712  ______________________________________________________________________
 MK1712  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 MK1712  DYNAMIC HEIGHT  -        511.314 (meters)     1677.54  (feet) COMP
 MK1712  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 MK1712
 MK1712  VERT ORDER      -  SECOND    CLASS 0
 MK1712
 MK1712.The horizontal coordinates were scaled from a map and have
 MK1712.an estimated accuracy of +/- 6 seconds.
 MK1712
 MK1712.The orthometric height was determined by differential leveling and
 MK1712.adjusted by the NATIONAL GEODETIC SURVEY
 MK1712.in June 1991.
 MK1712
 MK1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1712.GEOID18 height accuracy estimate available here.
 MK1712
 MK1712.Click photographs - Photos may exist for this station.
 MK1712
 MK1712.The dynamic height is computed by dividing the NAVD 88
 MK1712.geopotential number by the normal gravity value computed on the
 MK1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1712.degrees latitude (g = 980.6199 gals.).
 MK1712
 MK1712.The modeled gravity was interpolated from observed gravity values.
 MK1712
 MK1712;                    North         East    Units  Estimated Accuracy
 MK1712;SPC NE       -   200,220.      696,710.      MT  (+/- 180 meters Scaled)
 MK1712
 MK1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM134076(NAD 83)
 MK1712
 MK1712                          SUPERSEDED SURVEY CONTROL
 MK1712
 MK1712  NGVD 29 (??/??/92)  511.341  (m)         1677.62   (f) ADJ UNCH    2 0
 MK1712
 MK1712.Superseded values are not recommended for survey control.
 MK1712
 MK1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1712.See file dsdata.pdf to determine how the superseded data were derived.
 MK1712
 MK1712_MARKER: DB = BENCH MARK DISK
 MK1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1712_STAMPING: V 345 1957
 MK1712_MARK LOGO: CGS
 MK1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1712+STABILITY: SURFACE MOTION
 MK1712
 MK1712  HISTORY     - Date     Condition        Report By
 MK1712  HISTORY     - 1957     MONUMENTED       CGS
 MK1712  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1712
 MK1712                          STATION DESCRIPTION
 MK1712
 MK1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1712'8.4 MI SE FROM LINDSAY.
 MK1712'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1712'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1712'SOUTHEAST ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH,
 MK1712'THENCE 1.3 MILES EAST ALONG A WINDING ROAD, THENCE 3.0 MILES
 MK1712'SOUTH, IN SECTION 22, T. 19 N., R. 3 W., 43 FEET WEST OF THE
 MK1712'CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE
 MK1712'OF AN EAST-WEST ROAD, 54 FEET SOUTHWEST OF THE CENTER OF THE
 MK1712'INTERSECTION, 9 1/2 FEET WEST OF A FENCE CORNER POST, 2 FEET
 MK1712'NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 MK1712'POST, 2 FEET BELOW THE LEVEL OF THE ROADS AND IN THE TOP OF A
 MK1712'CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1712
 MK1712                          STATION RECOVERY (1989)
 MK1712
 MK1712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1712'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0147 ***********************************************************************
 NO0147  DESIGNATION -  V 346
 NO0147  PID         -  NO0147
 NO0147  STATE/COUNTY-  NE/CHERRY
 NO0147  COUNTRY     -  US
 NO0147  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0147
 NO0147                         *CURRENT SURVEY CONTROL
 NO0147  ______________________________________________________________________
 NO0147* NAD 83(1986) POSITION- 42 56 19.     (N) 100 48 40.     (W)   SCALED
 NO0147* NAVD 88 ORTHO HEIGHT -   840.424 (meters)     2757.29  (feet) ADJUSTED
 NO0147  ______________________________________________________________________
 NO0147  GEOID HEIGHT    -        -21.360 (meters)                     GEOID18
 NO0147  DYNAMIC HEIGHT  -        840.086 (meters)     2756.18  (feet) COMP
 NO0147  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 NO0147
 NO0147  VERT ORDER      -  FIRST     CLASS II
 NO0147
 NO0147.The horizontal coordinates were scaled from a map and have
 NO0147.an estimated accuracy of +/- 6 seconds.
 NO0147
 NO0147.The orthometric height was determined by differential leveling and
 NO0147.adjusted by the NATIONAL GEODETIC SURVEY
 NO0147.in June 1991.
 NO0147
 NO0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0147.GEOID18 height accuracy estimate available here.
 NO0147
 NO0147.Click photographs - Photos may exist for this station.
 NO0147
 NO0147.The dynamic height is computed by dividing the NAVD 88
 NO0147.geopotential number by the normal gravity value computed on the
 NO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0147.degrees latitude (g = 980.6199 gals.).
 NO0147
 NO0147.The modeled gravity was interpolated from observed gravity values.
 NO0147
 NO0147;                    North         East    Units  Estimated Accuracy
 NO0147;SPC NE       -   345,110.      433,800.      MT  (+/- 180 meters Scaled)
 NO0147
 NO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN522555(NAD 83)
 NO0147
 NO0147                          SUPERSEDED SURVEY CONTROL
 NO0147
 NO0147  NGVD 29 (??/??/92)  840.110  (m)         2756.26   (f) ADJ UNCH    1 2
 NO0147
 NO0147.Superseded values are not recommended for survey control.
 NO0147
 NO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0147.See file dsdata.pdf to determine how the superseded data were derived.
 NO0147
 NO0147_MARKER: DB = BENCH MARK DISK
 NO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0147_STAMPING: V 346 1957
 NO0147_MARK LOGO: CGS
 NO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0147+STABILITY: SURFACE MOTION
 NO0147
 NO0147  HISTORY     - Date     Condition        Report By
 NO0147  HISTORY     - 1957     MONUMENTED       CGS
 NO0147
 NO0147                          STATION DESCRIPTION
 NO0147
 NO0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0147'3.2 MI W FROM CROOKSTON.
 NO0147'ABOUT 3.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0147'FROM THE STATION AT CROOKSTON, IN SECTION 11, T. 34 N., R. 30 W.,
 NO0147'47 FEET SOUTH OF THE SOUTH RAIL, 4 1/2 FEET SOUTHEAST OF THE FIRST
 NO0147'POLE EAST OF MILEPOST 284, 83 FEET NORTH OF THE CENTER LINE OF
 NO0147'U.S. HIGHWAY 20, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NO0147'ABOUT 5 FEET BELOW THE RAIL AND IN THE TOP OF A CONCRETE POST
 NO0147'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0265 ***********************************************************************
 NP0265  DESIGNATION -  V 347
 NP0265  PID         -  NP0265
 NP0265  STATE/COUNTY-  NE/DAWES
 NP0265  COUNTRY     -  US
 NP0265  USGS QUAD   -  CROW BUTTE (2017)
 NP0265
 NP0265                         *CURRENT SURVEY CONTROL
 NP0265  ______________________________________________________________________
 NP0265* NAD 83(1986) POSITION- 42 43 59.59   (N) 103 21 16.94   (W)   HD_HELD1
 NP0265* NAVD 88 ORTHO HEIGHT -  1080.758 (meters)     3545.79  (feet) ADJUSTED
 NP0265  ______________________________________________________________________
 NP0265  GEOID HEIGHT    -        -17.644 (meters)                     GEOID18
 NP0265  DYNAMIC HEIGHT  -       1080.189 (meters)     3543.92  (feet) COMP
 NP0265  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 NP0265
 NP0265  VERT ORDER      -  FIRST     CLASS II
 NP0265
 NP0265.The horizontal coordinates were determined by differentially corrected
 NP0265.hand held GPS observations or other comparable positioning techniques
 NP0265.and have an estimated accuracy of +/- 3 meters.
 NP0265
 NP0265.The orthometric height was determined by differential leveling and
 NP0265.adjusted by the NATIONAL GEODETIC SURVEY
 NP0265.in July 2002.
 NP0265
 NP0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0265.GEOID18 height accuracy estimate available here.
 NP0265
 NP0265.Click photographs - Photos may exist for this station.
 NP0265
 NP0265.The dynamic height is computed by dividing the NAVD 88
 NP0265.geopotential number by the normal gravity value computed on the
 NP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0265.degrees latitude (g = 980.6199 gals.).
 NP0265
 NP0265.The modeled gravity was interpolated from observed gravity values.
 NP0265
 NP0265;                    North         East    Units  Estimated Accuracy
 NP0265;SPC NE       -   327,314.9     225,373.1     MT  (+/- 3 meters HH1 GPS) 
 NP0265
 NP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3468532502(NAD 83)
 NP0265
 NP0265                          SUPERSEDED SURVEY CONTROL
 NP0265
 NP0265  NAVD 88 (06/15/91) 1080.764  (m)         3545.81   (f) SUPERSEDED  1 2
 NP0265  NGVD 29 (??/??/92) 1080.179  (m)         3543.89   (f) ADJ UNCH    1 2
 NP0265
 NP0265.Superseded values are not recommended for survey control.
 NP0265
 NP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0265.See file dsdata.pdf to determine how the superseded data were derived.
 NP0265
 NP0265_MARKER: DB = BENCH MARK DISK
 NP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0265_STAMPING: V 347 1957
 NP0265_MARK LOGO: CGS
 NP0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0265+STABILITY: SURFACE MOTION
 NP0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0265+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0265
 NP0265  HISTORY     - Date     Condition        Report By
 NP0265  HISTORY     - 1957     MONUMENTED       CGS
 NP0265  HISTORY     - 1985     GOOD             NGS
 NP0265  HISTORY     - 19991006 GOOD             NGS
 NP0265
 NP0265                          STATION DESCRIPTION
 NP0265
 NP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0265'4.7 MI NW FROM CRAWFORD.
 NP0265'ABOUT 4.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0265'RAILWAY FROM THE STATION AT CRAWFORD, IN SECTION 19, T. 32 N.,
 NP0265'R. 51 W., 6 FEET EAST OF THE THIRD POLE NORTHEAST OF MILEPOST
 NP0265'428, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 44 FEET NORTHWEST
 NP0265'OF THE CENTER LINE OF U.S. HIGHWAY 20, 0.1 MILE NORTHEAST OF A
 NP0265'BRIDGE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NP0265'BELOW THE LEVEL OF THE RAIL AND IN THE TOP OF A CONCRETE POST
 NP0265'WHICH PROJECTS 7 INCHES.
 NP0265
 NP0265                          STATION RECOVERY (1985)
 NP0265
 NP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0265'RECOVERED IN GOOD CONDITION.
 NP0265
 NP0265                          STATION RECOVERY (1999)
 NP0265
 NP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0265'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0265'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0265'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 5.5
 NP0265'KM (3.40 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, 13.4 M (44.0 FT)
 NP0265'NORTHWEST OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) SOUTHEAST OF THE
 NP0265'NEAR RAIL OF THE DAKOTA MINNESOTA AND EASTERN RAILROAD, 0.4 M (1.3 FT)
 NP0265'NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NP0265'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NP0265'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0241 ***********************************************************************
 NP0241  DESIGNATION -  V 348
 NP0241  PID         -  NP0241
 NP0241  STATE/COUNTY-  NE/DAWES
 NP0241  COUNTRY     -  US
 NP0241  USGS QUAD   -  CHADRON WEST (2017)
 NP0241
 NP0241                         *CURRENT SURVEY CONTROL
 NP0241  ______________________________________________________________________
 NP0241* NAD 83(1986) POSITION- 42 51 28.     (N) 103 04 57.     (W)   SCALED
 NP0241* NAVD 88 ORTHO HEIGHT -   995.089 (meters)     3264.72  (feet) ADJUSTED
 NP0241  ______________________________________________________________________
 NP0241  GEOID HEIGHT    -        -17.938 (meters)                     GEOID18
 NP0241  DYNAMIC HEIGHT  -        994.598 (meters)     3263.11  (feet) COMP
 NP0241  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 NP0241
 NP0241  VERT ORDER      -  FIRST     CLASS II
 NP0241
 NP0241.The horizontal coordinates were scaled from a map and have
 NP0241.an estimated accuracy of +/- 6 seconds.
 NP0241
 NP0241.The orthometric height was determined by differential leveling and
 NP0241.adjusted by the NATIONAL GEODETIC SURVEY
 NP0241.in June 1991.
 NP0241
 NP0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0241.GEOID18 height accuracy estimate available here.
 NP0241
 NP0241.Click photographs - Photos may exist for this station.
 NP0241
 NP0241.The dynamic height is computed by dividing the NAVD 88
 NP0241.geopotential number by the normal gravity value computed on the
 NP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0241.degrees latitude (g = 980.6199 gals.).
 NP0241
 NP0241.The modeled gravity was interpolated from observed gravity values.
 NP0241
 NP0241;                    North         East    Units  Estimated Accuracy
 NP0241;SPC NE       -   340,310.      248,140.      MT  (+/- 180 meters Scaled)
 NP0241
 NP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH566468(NAD 83)
 NP0241
 NP0241                          SUPERSEDED SURVEY CONTROL
 NP0241
 NP0241  NGVD 29 (??/??/92)  994.544  (m)         3262.93   (f) ADJ UNCH    1 2
 NP0241
 NP0241.Superseded values are not recommended for survey control.
 NP0241
 NP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0241.See file dsdata.pdf to determine how the superseded data were derived.
 NP0241
 NP0241_MARKER: DB = BENCH MARK DISK
 NP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0241_STAMPING: V 348 1957
 NP0241_MARK LOGO: CGS
 NP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0241+STABILITY: SURFACE MOTION
 NP0241
 NP0241  HISTORY     - Date     Condition        Report By
 NP0241  HISTORY     - 1957     MONUMENTED       CGS
 NP0241
 NP0241                          STATION DESCRIPTION
 NP0241
 NP0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0241'4.8 MI NW FROM CHADRON.
 NP0241'ABOUT 4.75 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0241'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 3, T. 33 N.,
 NP0241'R. 49 W., 0.2 MILE EAST OF THE EAST END OF THE BRIDGE OVER
 NP0241'WHITE RIVER, 7 FEET SOUTH OF THE SECOND POLE EAST OF MILEPOST
 NP0241'411, 44 FEET SOUTH OF THE SOUTH RAIL, 2 FEET EAST OF A WHITE
 NP0241'WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND IN THE TOP
 NP0241'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0275 ***********************************************************************
 NP0275  DESIGNATION -  V 349
 NP0275  PID         -  NP0275
 NP0275  STATE/COUNTY-  NE/DAWES
 NP0275  COUNTRY     -  US
 NP0275  USGS QUAD   -  HORN (2017)
 NP0275
 NP0275                         *CURRENT SURVEY CONTROL
 NP0275  ______________________________________________________________________
 NP0275* NAD 83(1986) POSITION- 42 45 20.     (N) 103 26 31.     (W)   SCALED
 NP0275* NAVD 88 ORTHO HEIGHT -  1124.397 (meters)     3688.96  (feet) ADJUSTED
 NP0275  ______________________________________________________________________
 NP0275  GEOID HEIGHT    -        -17.348 (meters)                     GEOID18
 NP0275  DYNAMIC HEIGHT  -       1123.809 (meters)     3687.03  (feet) COMP
 NP0275  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 NP0275
 NP0275  VERT ORDER      -  FIRST     CLASS II
 NP0275
 NP0275.The horizontal coordinates were scaled from a map and have
 NP0275.an estimated accuracy of +/- 6 seconds.
 NP0275
 NP0275.The orthometric height was determined by differential leveling and
 NP0275.adjusted by the NATIONAL GEODETIC SURVEY
 NP0275.in June 1991.
 NP0275
 NP0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0275.GEOID18 height accuracy estimate available here.
 NP0275
 NP0275.Click photographs - Photos may exist for this station.
 NP0275
 NP0275.The dynamic height is computed by dividing the NAVD 88
 NP0275.geopotential number by the normal gravity value computed on the
 NP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0275.degrees latitude (g = 980.6199 gals.).
 NP0275
 NP0275.The modeled gravity was interpolated from observed gravity values.
 NP0275
 NP0275;                    North         East    Units  Estimated Accuracy
 NP0275;SPC NE       -   330,080.      218,330.      MT  (+/- 180 meters Scaled)
 NP0275
 NP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH274348(NAD 83)
 NP0275
 NP0275                          SUPERSEDED SURVEY CONTROL
 NP0275
 NP0275  NGVD 29 (??/??/92) 1123.804  (m)         3687.01   (f) ADJ UNCH    1 2
 NP0275
 NP0275.Superseded values are not recommended for survey control.
 NP0275
 NP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0275.See file dsdata.pdf to determine how the superseded data were derived.
 NP0275
 NP0275_MARKER: DB = BENCH MARK DISK
 NP0275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0275_SP_SET: CULVERT HEADWALL
 NP0275_STAMPING: V 349 1957
 NP0275_MARK LOGO: CGS
 NP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0275+STABILITY: SURFACE MOTION
 NP0275
 NP0275  HISTORY     - Date     Condition        Report By
 NP0275  HISTORY     - 1957     MONUMENTED       CGS
 NP0275  HISTORY     - 1985     GOOD             NGS
 NP0275  HISTORY     - 20180719 MARK NOT FOUND   NGS
 NP0275
 NP0275                          STATION DESCRIPTION
 NP0275
 NP0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0275'5 MI NW FROM CRAWFORD.
 NP0275'ABOUT 5.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0275'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 16,
 NP0275'T. 32 N., R. 52 W., 56 FEET NORTHWEST OF THE FIFTH POLE SOUTH
 NP0275'OF MILEPOST 428, 7 FEET EAST OF THE EAST RAIL, 38 FEET SOUTH
 NP0275'OF THE CENTER LINE OF A CROSS ROAD, 1 1/2 FEET LOWER THAN THE
 NP0275'RAIL AND IN THE CENTER OF THE TOP OF THE EAST HEAD WALL OF A
 NP0275'CONCRETE CULVERT.
 NP0275
 NP0275                          STATION RECOVERY (1985)
 NP0275
 NP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0275'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0275'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0275'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0275'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0275'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0275'ALONG A GRAVEL ROAD TO THE CROSSING OF THE BURLINGTON NORTHERN
 NP0275'RAILROAD, IN TOP OF THE EAST HEADWALL FOR A CONCRETE CULVERT UNDER
 NP0275'THE RAILROAD, 11.6 METERS (38 FT) SOUTH OF THE CENTER OF THE ROAD AND
 NP0275'2.1 METERS (7 FT) EAST OF THE EAST RAIL.
 NP0275'THE MARK IS 0.9 M BELOW THE TRACKS.
 NP0275
 NP0275                          STATION RECOVERY (2018)
 NP0275
 NP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0275'REMOVE THENCE 3.7 KM (2.3 MI) CLAUSE.  MARK, IF PRESENT, IS UNDER
 NP0275'LUMBER AND GRAVEL USED TO RAISE LEVEL OF BNSF RAILROAD LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0527 ***********************************************************************
 NN0527  DESIGNATION -  V 35
 NN0527  PID         -  NN0527
 NN0527  STATE/COUNTY-  NE/KEYA PAHA
 NN0527  COUNTRY     -  US
 NN0527  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0527
 NN0527                         *CURRENT SURVEY CONTROL
 NN0527  ______________________________________________________________________
 NN0527* NAD 83(1986) POSITION- 42 52 57.     (N) 099 44 55.     (W)   SCALED
 NN0527* NAVD 88 ORTHO HEIGHT -   703.152 (meters)     2306.92  (feet) ADJUSTED
 NN0527  ______________________________________________________________________
 NN0527  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 NN0527  DYNAMIC HEIGHT  -        702.875 (meters)     2306.02  (feet) COMP
 NN0527  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 NN0527
 NN0527  VERT ORDER      -  FIRST     CLASS II
 NN0527
 NN0527.The horizontal coordinates were scaled from a map and have
 NN0527.an estimated accuracy of +/- 6 seconds.
 NN0527
 NN0527.The orthometric height was determined by differential leveling and
 NN0527.adjusted by the NATIONAL GEODETIC SURVEY
 NN0527.in June 1991.
 NN0527
 NN0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0527.GEOID18 height accuracy estimate available here.
 NN0527
 NN0527.Click photographs - Photos may exist for this station.
 NN0527
 NN0527.The dynamic height is computed by dividing the NAVD 88
 NN0527.geopotential number by the normal gravity value computed on the
 NN0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0527.degrees latitude (g = 980.6199 gals.).
 NN0527
 NN0527.The modeled gravity was interpolated from observed gravity values.
 NN0527
 NN0527;                    North         East    Units  Estimated Accuracy
 NN0527;SPC NE       -   338,600.      520,540.      MT  (+/- 180 meters Scaled)
 NN0527
 NN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN388480(NAD 83)
 NN0527
 NN0527                          SUPERSEDED SURVEY CONTROL
 NN0527
 NN0527  NGVD 29 (??/??/92)  702.868  (m)         2305.99   (f) ADJ UNCH    1 2
 NN0527
 NN0527.Superseded values are not recommended for survey control.
 NN0527
 NN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0527.See file dsdata.pdf to determine how the superseded data were derived.
 NN0527
 NN0527_MARKER: DB = BENCH MARK DISK
 NN0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0527_STAMPING: V 35 1934
 NN0527_MARK LOGO: CGS
 NN0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0527+STABILITY: SURFACE MOTION
 NN0527
 NN0527  HISTORY     - Date     Condition        Report By
 NN0527  HISTORY     - 1934     MONUMENTED       CGS
 NN0527
 NN0527                          STATION DESCRIPTION
 NN0527
 NN0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0527'4 MI N FROM SPRINGVIEW.
 NN0527'V-35 IS LOCATED 4 MILES NORTH OF THE COUNTY COURT HOUSE AT
 NN0527'SPRINGVIEW, 34 FT. NORTH OF CENTERLINE OF A ROAD THAT TURNS
 NN0527'OFF TO HY. WEST OF BURTON, 28 FT. EAST OF CENTERLINE OF HY.,
 NN0527'7 FT. NORTHEAST OF CORNER OF FENCE, 1.5 FT. EAST OF R/W FENCE
 NN0527'LINE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST 3 IN HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0528 ***********************************************************************
 NN0528  DESIGNATION -  V 35 RESET
 NN0528  PID         -  NN0528
 NN0528  STATE/COUNTY-  NE/KEYA PAHA
 NN0528  COUNTRY     -  US
 NN0528  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0528
 NN0528                         *CURRENT SURVEY CONTROL
 NN0528  ______________________________________________________________________
 NN0528* NAD 83(1986) POSITION- 42 52 57.05   (N) 099 44 56.29   (W)   HD_HELD1
 NN0528* NAVD 88 ORTHO HEIGHT -   703.30  (meters)     2307.4   (feet) RESET
 NN0528  ______________________________________________________________________
 NN0528  GEOID HEIGHT    -        -23.787 (meters)                     GEOID18
 NN0528  VERT ORDER      -  THIRD
 NN0528
 NN0528.The horizontal coordinates were determined by differentially corrected
 NN0528.hand held GPS observations or other comparable positioning techniques
 NN0528.and have an estimated accuracy of +/- 3 meters.
 NN0528
 NN0528.The orthometric height was computed from unverified reset data.
 NN0528
 NN0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0528.GEOID18 height accuracy estimate available here.
 NN0528
 NN0528.Click photographs - Photos may exist for this station.
 NN0528
 NN0528;                    North         East    Units  Estimated Accuracy
 NN0528;SPC NE       -   338,599.6     520,507.1     MT  (+/- 3 meters HH1 GPS) 
 NN0528
 NN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3883648040(NAD 83)
 NN0528
 NN0528                          SUPERSEDED SURVEY CONTROL
 NN0528
 NN0528.No superseded survey control is available for this station.
 NN0528
 NN0528_MARKER: DB = BENCH MARK DISK
 NN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0528_STAMPING: V 35 RESET 1959
 NN0528_MARK LOGO: CGS
 NN0528_PROJECTION: PROJECTING 10 CENTIMETERS
 NN0528_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NN0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0528+STABILITY: SURFACE MOTION
 NN0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0528+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2021
 NN0528
 NN0528  HISTORY     - Date     Condition        Report By
 NN0528  HISTORY     - 1959     MONUMENTED       NEDR
 NN0528  HISTORY     - 20211029 GOOD             NEGS
 NN0528
 NN0528                          STATION DESCRIPTION
 NN0528
 NN0528'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NN0528'4 MI N FROM SPRINGVIEW.
 NN0528'ABOUT 4 MILES NORTH ALONG U.S. HIGWAY 183 FROM THE COUNTY
 NN0528'COURTHOUSE AT SPRINGVIEW, 30 FEET NORTH OF THE CENTERLINE OF A
 NN0528'COUNTY ROAD LEADING EAST, 85 FEET EAST OF THE CENTERLINE OF
 NN0528'HIGHWAY NO. 183, 1 FOOT WEST OF A FENCE, 2 FEET NORTHWEST OF A
 NN0528'FENCE CORNER, 2 FEET SOUTH OF A WHITE WITNESS POST, AND SET
 NN0528'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 NN0528'THE GROUND.
 NN0528
 NN0528                          STATION RECOVERY (2021)
 NN0528
 NN0528'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (AP)
 NN0528'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND NE. HIGHWAY 12 IN
 NN0528'SPRINGVIEW, NE., GO NORTH ON U.S. HIGHWAY 183 APPROXIMATELY 4.0 MI
 NN0528'(6.4 KM) TO MILE POST 217.38 AND THE MARK ON THE RIGHT (EAST) SIDE OF
 NN0528'U.S. HIGHWAY 183.  THE MARK IS IN THE NORTHEAST CORNER OF THE
 NN0528'INTERSECTION WITH 901ST ROAD, 2.6 FT (0.8 M) NORTHEAST OF THE TOP
 NN0528'NORTHWEST CORNER OF ROW MARKER, 1.1 FT (0.3 M) WEST OF BOTTOM OF
 NN0528'FIBERGLASS WITNESS POST, 85.0 FT (25.9 M) EAST OF THE CENTERLINE OF
 NN0528'U.S. HIGHWAY 183 AND 30.0 FT (9.1 M) NORTH OF THE CENTERLINE OF COUNTY
 NN0528'ROAD 901.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0004 ***********************************************************************
 NP0004  DESIGNATION -  V 350
 NP0004  PID         -  NP0004
 NP0004  STATE/COUNTY-  NE/CHERRY
 NP0004  COUNTRY     -  US
 NP0004  USGS QUAD   -  GORDON SE (2017)
 NP0004
 NP0004                         *CURRENT SURVEY CONTROL
 NP0004  ______________________________________________________________________
 NP0004* NAD 83(1986) POSITION- 42 50 32.     (N) 102 03 16.     (W)   SCALED
 NP0004* NAVD 88 ORTHO HEIGHT -  1087.255 (meters)     3567.10  (feet) ADJUSTED
 NP0004  ______________________________________________________________________
 NP0004  GEOID HEIGHT    -        -18.709 (meters)                     GEOID18
 NP0004  DYNAMIC HEIGHT  -       1086.740 (meters)     3565.41  (feet) COMP
 NP0004  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 NP0004
 NP0004  VERT ORDER      -  FIRST     CLASS II
 NP0004
 NP0004.The horizontal coordinates were scaled from a map and have
 NP0004.an estimated accuracy of +/- 6 seconds.
 NP0004
 NP0004.The orthometric height was determined by differential leveling and
 NP0004.adjusted by the NATIONAL GEODETIC SURVEY
 NP0004.in June 1991.
 NP0004
 NP0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0004.GEOID18 height accuracy estimate available here.
 NP0004
 NP0004.Click photographs - Photos may exist for this station.
 NP0004
 NP0004.The dynamic height is computed by dividing the NAVD 88
 NP0004.geopotential number by the normal gravity value computed on the
 NP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0004.degrees latitude (g = 980.6199 gals.).
 NP0004
 NP0004.The modeled gravity was interpolated from observed gravity values.
 NP0004
 NP0004;                    North         East    Units  Estimated Accuracy
 NP0004;SPC NE       -   336,090.      332,080.      MT  (+/- 180 meters Scaled)
 NP0004
 NP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH407475(NAD 83)
 NP0004
 NP0004                          SUPERSEDED SURVEY CONTROL
 NP0004
 NP0004  NGVD 29 (??/??/92) 1086.778  (m)         3565.54   (f) ADJ UNCH    1 2
 NP0004
 NP0004.Superseded values are not recommended for survey control.
 NP0004
 NP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0004.See file dsdata.pdf to determine how the superseded data were derived.
 NP0004
 NP0004_MARKER: DB = BENCH MARK DISK
 NP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0004_STAMPING: V 350 1957
 NP0004_MARK LOGO: CGS
 NP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0004+STABILITY: SURFACE MOTION
 NP0004
 NP0004  HISTORY     - Date     Condition        Report By
 NP0004  HISTORY     - 1957     MONUMENTED       CGS
 NP0004
 NP0004                          STATION DESCRIPTION
 NP0004
 NP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0004'7.6 MI NE FROM GORDON.
 NP0004'ABOUT 7.55 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0004'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W., AND
 NP0004'IN THE CENTER OF THE NORTH SIDE OF SECTION 17., 88 FEET SOUTH OF
 NP0004'THE 2ND TELEPHONE POLE NORTHEAST OF MILEPOST 352, 119 FEET
 NP0004'SOUTHEAST OF THE SOUTHEAST RAIL, 144 FEET SOUTH OF THE CENTER
 NP0004'LINE OF A PRIVATE ROAD CROSSING, 46 FEET SOUTHWEST OF THE CENTER
 NP0004'LINE OF A TRACK ROAD, 2 FEET NORTH OF A FENCE, 1 1/2 FEET EAST OF
 NP0004'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND IN
 NP0004'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0039 ***********************************************************************
 NP0039  DESIGNATION -  V 351
 NP0039  PID         -  NP0039
 NP0039  STATE/COUNTY-  NE/SHERIDAN
 NP0039  COUNTRY     -  US
 NP0039  USGS QUAD   -  RUSHVILLE (2017)
 NP0039
 NP0039                         *CURRENT SURVEY CONTROL
 NP0039  ______________________________________________________________________
 NP0039* NAD 83(1986) POSITION- 42 44 01.     (N) 102 23 34.     (W)   SCALED
 NP0039* NAVD 88 ORTHO HEIGHT -  1158.125 (meters)     3799.62  (feet) ADJUSTED
 NP0039  ______________________________________________________________________
 NP0039  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 NP0039  DYNAMIC HEIGHT  -       1157.544 (meters)     3797.71  (feet) COMP
 NP0039  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 NP0039
 NP0039  VERT ORDER      -  FIRST     CLASS II
 NP0039
 NP0039.The horizontal coordinates were scaled from a map and have
 NP0039.an estimated accuracy of +/- 6 seconds.
 NP0039
 NP0039.The orthometric height was determined by differential leveling and
 NP0039.adjusted by the NATIONAL GEODETIC SURVEY
 NP0039.in June 1991.
 NP0039
 NP0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0039.GEOID18 height accuracy estimate available here.
 NP0039
 NP0039.Click photographs - Photos may exist for this station.
 NP0039
 NP0039.The dynamic height is computed by dividing the NAVD 88
 NP0039.geopotential number by the normal gravity value computed on the
 NP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0039.degrees latitude (g = 980.6199 gals.).
 NP0039
 NP0039.The modeled gravity was interpolated from observed gravity values.
 NP0039
 NP0039;                    North         East    Units  Estimated Accuracy
 NP0039;SPC NE       -   324,740.      304,100.      MT  (+/- 180 meters Scaled)
 NP0039
 NP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH134345(NAD 83)
 NP0039
 NP0039                          SUPERSEDED SURVEY CONTROL
 NP0039
 NP0039  NGVD 29 (??/??/92) 1157.603  (m)         3797.90   (f) ADJ UNCH    1 2
 NP0039
 NP0039.Superseded values are not recommended for survey control.
 NP0039
 NP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0039.See file dsdata.pdf to determine how the superseded data were derived.
 NP0039
 NP0039_MARKER: DB = BENCH MARK DISK
 NP0039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0039_STAMPING: V 351 1957
 NP0039_MARK LOGO: CGS
 NP0039_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0039_ROD/PIPE-DEPTH: 6.9 meters
 NP0039
 NP0039  HISTORY     - Date     Condition        Report By
 NP0039  HISTORY     - 1957     MONUMENTED       CGS
 NP0039
 NP0039                          STATION DESCRIPTION
 NP0039
 NP0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0039'3 MI SW FROM CLINTON.
 NP0039'ABOUT 2.95 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0039'RAILWAY FROM THE STATION AT CLINTON, ALSO 3.75 MILES NORTHEAST
 NP0039'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION
 NP0039'AT RUSHVILLE, IN LINE WITH A ROW OF TELEPHONE POLES, 24 FEET
 NP0039'NORTHEAST OF MILE POST 371, 67 FEET NORTHWEST OF THE CENTER
 NP0039'LINE OF U.S. HIGHWAY 20, 38 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 NP0039'RAIL, 9 1/2 FEET NORTHWEST OF A VERTICAL RAIL WHICH PROJECTS
 NP0039'3 FEET, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NP0039'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 NP0039'DRIVEN TO A DEPTH OF 22 1/2 FEET.  ROD IS ENCASED IN A 6-INCH
 NP0039'TILE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0196 ***********************************************************************
 NO0196  DESIGNATION -  V 352
 NO0196  PID         -  NO0196
 NO0196  STATE/COUNTY-  NE/CHERRY
 NO0196  COUNTRY     -  US
 NO0196  USGS QUAD   -  NENZEL (2017)
 NO0196
 NO0196                         *CURRENT SURVEY CONTROL
 NO0196  ______________________________________________________________________
 NO0196* NAD 83(1986) POSITION- 42 55 21.     (N) 101 03 27.     (W)   SCALED
 NO0196* NAVD 88 ORTHO HEIGHT -   947.245 (meters)     3107.75  (feet) ADJUSTED
 NO0196  ______________________________________________________________________
 NO0196  GEOID HEIGHT    -        -20.737 (meters)                     GEOID18
 NO0196  DYNAMIC HEIGHT  -        946.847 (meters)     3106.45  (feet) COMP
 NO0196  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 NO0196
 NO0196  VERT ORDER      -  FIRST     CLASS II
 NO0196
 NO0196.The horizontal coordinates were scaled from a map and have
 NO0196.an estimated accuracy of +/- 6 seconds.
 NO0196
 NO0196.The orthometric height was determined by differential leveling and
 NO0196.adjusted by the NATIONAL GEODETIC SURVEY
 NO0196.in June 1991.
 NO0196
 NO0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0196.GEOID18 height accuracy estimate available here.
 NO0196
 NO0196.Click photographs - Photos may exist for this station.
 NO0196
 NO0196.The dynamic height is computed by dividing the NAVD 88
 NO0196.geopotential number by the normal gravity value computed on the
 NO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0196.degrees latitude (g = 980.6199 gals.).
 NO0196
 NO0196.The modeled gravity was interpolated from observed gravity values.
 NO0196
 NO0196;                    North         East    Units  Estimated Accuracy
 NO0196;SPC NE       -   343,540.      413,670.      MT  (+/- 180 meters Scaled)
 NO0196
 NO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN320542(NAD 83)
 NO0196
 NO0196                          SUPERSEDED SURVEY CONTROL
 NO0196
 NO0196  NGVD 29 (??/??/92)  946.891  (m)         3106.59   (f) ADJ UNCH    1 2
 NO0196
 NO0196.Superseded values are not recommended for survey control.
 NO0196
 NO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0196.See file dsdata.pdf to determine how the superseded data were derived.
 NO0196
 NO0196_MARKER: DB = BENCH MARK DISK
 NO0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0196_STAMPING: V 352 1957
 NO0196_MARK LOGO: CGS
 NO0196_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0196_ROD/PIPE-DEPTH: 4.0 meters
 NO0196
 NO0196  HISTORY     - Date     Condition        Report By
 NO0196  HISTORY     - 1957     MONUMENTED       CGS
 NO0196
 NO0196                          STATION DESCRIPTION
 NO0196
 NO0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0196'5.6 MI W FROM KILGORE.
 NO0196'ABOUT 5.65 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0196'FROM THE STATION AT KILGORE, IN T. 34 N., R. 32 W., AND NEAR
 NO0196'THE CENTER OF THE WEST HALF OF SECTION 14., 0.4 MILE WEST OF MILE
 NO0196'POST 297, 0.1 MILE WEST OF THE CREST OF A SMALL HILL ON OLD
 NO0196'U.S. HIGHWAY 20., 0.1 MILE WEST OF A WIRE GATE IN FENCE LINE ON
 NO0196'NORTH SIDE OF TRACKS, NORTH AND ACROSS U.S. HIGHWAY 20 FROM A
 NO0196'12 FOO THIGH BENCH CUT ON THE SOUTH SIDE OF HIGHWAY, 148 FEET
 NO0196'NORTH OF THE CENTER LINE OF THE NEW HIGHWAY 20, 71 FEET NORTH
 NO0196'OF THE CENTER LINE OF THE OLD HIGHWAY, 16 FEET WEST OF THE
 NO0196'13TH POLE WEST OF MILE POST 297, 60 FEET SOUTH OF THE SOUTH RAIL,
 NO0196'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 NO0196'THE LEVEL OF THE TRACKS, A DISK ON TOP OF A 5/8-INCH COPPER
 NO0196'COATED ROD DRIVEN TO A DEPTH OF 13 FEET.  ROD IS ENCASED IN A
 NO0196'6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0472 ***********************************************************************
 NP0472  DESIGNATION -  V 353
 NP0472  PID         -  NP0472
 NP0472  STATE/COUNTY-  NE/SIOUX
 NP0472  COUNTRY     -  US
 NP0472  USGS QUAD   -  ROUNDTOP (2017)
 NP0472
 NP0472                         *CURRENT SURVEY CONTROL
 NP0472  ______________________________________________________________________
 NP0472* NAD 83(1986) POSITION- 42 50 05.46   (N) 103 31 13.93   (W)   HD_HELD1
 NP0472* NAVD 88 ORTHO HEIGHT -  1126.374 (meters)     3695.45  (feet) ADJUSTED
 NP0472  ______________________________________________________________________
 NP0472  GEOID HEIGHT    -        -16.891 (meters)                     GEOID18
 NP0472  DYNAMIC HEIGHT  -       1125.805 (meters)     3693.58  (feet) COMP
 NP0472  MODELED GRAVITY -    980,077.1   (mgal)                       NAVD 88
 NP0472
 NP0472  VERT ORDER      -  FIRST     CLASS II
 NP0472
 NP0472.The horizontal coordinates were determined by differentially corrected
 NP0472.hand held GPS observations or other comparable positioning techniques
 NP0472.and have an estimated accuracy of +/- 3 meters.
 NP0472
 NP0472.The orthometric height was determined by differential leveling and
 NP0472.adjusted by the NATIONAL GEODETIC SURVEY
 NP0472.in June 1991.
 NP0472
 NP0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0472.GEOID18 height accuracy estimate available here.
 NP0472
 NP0472.Click photographs - Photos may exist for this station.
 NP0472
 NP0472.The dynamic height is computed by dividing the NAVD 88
 NP0472.geopotential number by the normal gravity value computed on the
 NP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0472.degrees latitude (g = 980.6199 gals.).
 NP0472
 NP0472.The modeled gravity was interpolated from observed gravity values.
 NP0472
 NP0472;                    North         East    Units  Estimated Accuracy
 NP0472;SPC NE       -   339,134.2     212,264.6     MT  (+/- 3 meters HH1 GPS) 
 NP0472
 NP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2091243536(NAD 83)
 NP0472
 NP0472                          SUPERSEDED SURVEY CONTROL
 NP0472
 NP0472  NGVD 29 (??/??/92) 1125.785  (m)         3693.51   (f) ADJ UNCH    1 2
 NP0472
 NP0472.Superseded values are not recommended for survey control.
 NP0472
 NP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0472.See file dsdata.pdf to determine how the superseded data were derived.
 NP0472
 NP0472_MARKER: DB = BENCH MARK DISK
 NP0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0472_STAMPING: V 353 1957
 NP0472_MARK LOGO: CGS
 NP0472_PROJECTION: PROJECTING 10 CENTIMETERS
 NP0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0472+STABILITY: SURFACE MOTION
 NP0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0472+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2020
 NP0472
 NP0472  HISTORY     - Date     Condition        Report By
 NP0472  HISTORY     - 1957     MONUMENTED       CGS
 NP0472  HISTORY     - 1985     GOOD             NGS
 NP0472  HISTORY     - 20180723 GOOD             NGS
 NP0472  HISTORY     - 20200817 GOOD             NEGS
 NP0472
 NP0472                          STATION DESCRIPTION
 NP0472
 NP0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0472'12 MI NW FROM CRAWFORD.
 NP0472'ABOUT 12.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0472'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 13,
 NP0472'T. 33 N., R. 53 W., 8 1/2 FEET SOUTHEAST OF THE FOURTH POLE
 NP0472'SOUTHEAST OF MILEPOST 435, 0.2 MILE SOUTHEAST OF A BRIDGE, 50
 NP0472'FEET NORTHEAST OF THE NORTHEAST RAIL, 81 FEET SOUTHWEST OF THE
 NP0472'CENTER LINE OF STATE HIGHWAY 2, 227 FEET NORTHWEST OF THE NORTH
 NP0472'CORNER OF A SECTION CAR SET OFF, 75 YARDS NORTHWEST OF THE
 NP0472'NORTHWEST END OF A THROUGH CUT, 2 FEET LOWER THAN THE RAIL AND
 NP0472'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0472
 NP0472                          STATION RECOVERY (1985)
 NP0472
 NP0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0472'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0472'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0472'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0472'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0472'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0472'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0472'THENCE 12.2 KM (7.55 MI) NORTHWEST ALONG A GRAVEL ROAD ON THE
 NP0472'NORTHEAST SIDE OF THE TRACKS, 0.3 KM (0.2 MI) SOUTHEAST OF A RAILROAD
 NP0472'BRIDGE, 24.7 METERS (81 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 15.2
 NP0472'METERS (50 FT) NORTHEAST OF THE NORTHEAST RAIL, 2.6 METERS (8.5 FT)
 NP0472'SOUTHEAST OF THE FOURTH POLE SOUTHEAST OF MILEPOLE 435 AND 0.6 METER
 NP0472'(2 FT) NORTH OF A WITNESS POST.
 NP0472'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 NP0472'THE MARK IS 0.6 M BELOW THE TRACKS.
 NP0472
 NP0472                          STATION RECOVERY (2018)
 NP0472
 NP0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0472'RECOVERED IN GOOD CONDITION.
 NP0472
 NP0472                          STATION RECOVERY (2020)
 NP0472
 NP0472'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 NP0472'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NE. HWYS.  2 AND 71,
 NP0472'(NORTH OF CRAWFORD, NE.) GO NORTH ON NE. HWYS.  2 AND 71 APPROXIMATELY
 NP0472'4.6 MI (7.4 KM) TO JUNCTION OF NE. HWYS.  2 AND 71 AND TOADSTOOL ROAD.
 NP0472'TURN LEFT AND GO WEST ON TOADSTOOL ROAD.  APPROXIMATELY 1.90 TO A
 NP0472'CURVE NORTH (JUST BEFORE RAILROAD TRACKS).  FOLLOW THE CURVE AND GO
 NP0472'NORTH APPROXIMATELY 7.25 MI (11.67 KM) TO THE MARK ON THE LEFT.
 NP0472'
 NP0472'IT IS 50 FT (15.2 M) NORTHEAST OF NORTHEAST RAIL, 5.5 FT (1.7 M) NORTH
 NP0472'OF BOTTOM FIBERGLASS WITNESS POST AND 81.0 FT (24.7 M) SOUTHWEST OF
 NP0472'THE CENTERLINE OF TOADSTOOL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0294 ***********************************************************************
 NN0294  DESIGNATION -  V 36
 NN0294  PID         -  NN0294
 NN0294  STATE/COUNTY-  NE/BOYD
 NN0294  COUNTRY     -  US
 NN0294  USGS QUAD   -  SPENCER SOUTH (2017)
 NN0294
 NN0294                         *CURRENT SURVEY CONTROL
 NN0294  ______________________________________________________________________
 NN0294* NAD 83(1986) POSITION- 42 50 59.     (N) 098 38 02.     (W)   SCALED
 NN0294* NAVD 88 ORTHO HEIGHT -   457.404 (meters)     1500.67  (feet) ADJUSTED
 NN0294  ______________________________________________________________________
 NN0294  GEOID HEIGHT    -        -25.745 (meters)                     GEOID18
 NN0294  DYNAMIC HEIGHT  -        457.238 (meters)     1500.12  (feet) COMP
 NN0294  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 NN0294
 NN0294  VERT ORDER      -  SECOND    CLASS 0
 NN0294
 NN0294.The horizontal coordinates were scaled from a map and have
 NN0294.an estimated accuracy of +/- 6 seconds.
 NN0294
 NN0294.The orthometric height was determined by differential leveling and
 NN0294.adjusted by the NATIONAL GEODETIC SURVEY
 NN0294.in June 1991.
 NN0294
 NN0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0294.GEOID18 height accuracy estimate available here.
 NN0294
 NN0294.Click photographs - Photos may exist for this station.
 NN0294
 NN0294.The dynamic height is computed by dividing the NAVD 88
 NN0294.geopotential number by the normal gravity value computed on the
 NN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0294.degrees latitude (g = 980.6199 gals.).
 NN0294
 NN0294.The modeled gravity was interpolated from observed gravity values.
 NN0294
 NN0294;                    North         East    Units  Estimated Accuracy
 NN0294;SPC NE       -   335,810.      611,650.      MT  (+/- 180 meters Scaled)
 NN0294
 NN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN299441(NAD 83)
 NN0294
 NN0294                          SUPERSEDED SURVEY CONTROL
 NN0294
 NN0294  NGVD 29 (??/??/92)  457.134  (m)         1499.78   (f) ADJ UNCH    2 0
 NN0294
 NN0294.Superseded values are not recommended for survey control.
 NN0294
 NN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0294.See file dsdata.pdf to determine how the superseded data were derived.
 NN0294
 NN0294_MARKER: DB = BENCH MARK DISK
 NN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0294_STAMPING: V 36 1934
 NN0294_MARK LOGO: CGS
 NN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0294+STABILITY: SURFACE MOTION
 NN0294
 NN0294  HISTORY     - Date     Condition        Report By
 NN0294  HISTORY     - 1934     MONUMENTED       CGS
 NN0294
 NN0294                          STATION DESCRIPTION
 NN0294
 NN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0294'3.7 MI SE FROM SPENCER.
 NN0294'3.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0294'FROM THE STATION AT SPENCER, BOYD COUNTY, 5 POLES EAST OF
 NN0294'MILEPOST 97, 60 YARDS EAST OF TRESTLE F 224, 23.9 FEET NORTH
 NN0294'OF THE NORTH RAIL, AND 2.5 FEET SOUTH OF A FENCE.  A STANDARD
 NN0294'DISK, STAMPED V 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0294'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0046 ***********************************************************************
 LG0046  DESIGNATION -  V 363
 LG0046  PID         -  LG0046
 LG0046  STATE/COUNTY-  NE/CASS
 LG0046  COUNTRY     -  US
 LG0046  USGS QUAD   -  EAGLE (2017)
 LG0046
 LG0046                         *CURRENT SURVEY CONTROL
 LG0046  ______________________________________________________________________
 LG0046* NAD 83(1986) POSITION- 40 47 55.     (N) 096 23 18.     (W)   SCALED
 LG0046* NAVD 88 ORTHO HEIGHT -   378.934 (meters)     1243.22  (feet) ADJUSTED
 LG0046  ______________________________________________________________________
 LG0046  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 LG0046  DYNAMIC HEIGHT  -        378.773 (meters)     1242.69  (feet) COMP
 LG0046  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 LG0046
 LG0046  VERT ORDER      -  SECOND    CLASS 0
 LG0046
 LG0046.The horizontal coordinates were scaled from a map and have
 LG0046.an estimated accuracy of +/- 6 seconds.
 LG0046
 LG0046.The orthometric height was determined by differential leveling and
 LG0046.adjusted by the NATIONAL GEODETIC SURVEY
 LG0046.in June 1991.
 LG0046
 LG0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0046.GEOID18 height accuracy estimate available here.
 LG0046
 LG0046.Click photographs - Photos may exist for this station.
 LG0046
 LG0046.The dynamic height is computed by dividing the NAVD 88
 LG0046.geopotential number by the normal gravity value computed on the
 LG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0046.degrees latitude (g = 980.6199 gals.).
 LG0046
 LG0046.The modeled gravity was interpolated from observed gravity values.
 LG0046
 LG0046;                    North         East    Units  Estimated Accuracy
 LG0046;SPC NE       -   113,540.      804,620.      MT  (+/- 180 meters Scaled)
 LG0046
 LG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL203196(NAD 83)
 LG0046
 LG0046                          SUPERSEDED SURVEY CONTROL
 LG0046
 LG0046  NGVD 29 (??/??/92)  378.840  (m)         1242.91   (f) ADJ UNCH    2 0
 LG0046
 LG0046.Superseded values are not recommended for survey control.
 LG0046
 LG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0046.See file dsdata.pdf to determine how the superseded data were derived.
 LG0046
 LG0046_MARKER: DB = BENCH MARK DISK
 LG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0046_STAMPING: V 363 1961
 LG0046_MARK LOGO: CGS
 LG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0046+STABILITY: SURFACE MOTION
 LG0046
 LG0046  HISTORY     - Date     Condition        Report By
 LG0046  HISTORY     - 1961     MONUMENTED       CGS
 LG0046
 LG0046                          STATION DESCRIPTION
 LG0046
 LG0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0046'6.6 MI N FROM PALMYRA.
 LG0046'6.55 MILES NORTH ALONG A GRAVEL ROAD FROM CHICAGO, BURLINGTON
 LG0046'AND QUINCY RAILROAD STATION AT PALMYRA, 50 FEET NORTHWEST OF THE
 LG0046'CENTER OF A ROAD CROSSING, 35 FEET WEST OF THE CENTER OF A GRAVEL
 LG0046'ROAD, 33 FEET NORTH OF THE CENTER OF A E-W ROAD, 7 FEET NORTHWEST
 LG0046'OF A POWER POLE WITH ONE GUY WIRE, 3 FEET HIGHER THAN THE ROAD,
 LG0046'1.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0046'TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0185 ***********************************************************************
 LG0185  DESIGNATION -  V 364
 LG0185  PID         -  LG0185
 LG0185  STATE/COUNTY-  NE/JOHNSON
 LG0185  COUNTRY     -  US
 LG0185  USGS QUAD   -  TECUMSEH (2017)
 LG0185
 LG0185                         *CURRENT SURVEY CONTROL
 LG0185  ______________________________________________________________________
 LG0185* NAD 83(1986) POSITION- 40 22 00.86   (N) 096 10 55.59   (W)   HD_HELD1
 LG0185* NAVD 88 ORTHO HEIGHT -   351.273 (meters)     1152.47  (feet) ADJUSTED
 LG0185  ______________________________________________________________________
 LG0185  GEOID HEIGHT    -        -28.399 (meters)                     GEOID18
 LG0185  DYNAMIC HEIGHT  -        351.084 (meters)     1151.85  (feet) COMP
 LG0185  MODELED GRAVITY -    980,077.6   (mgal)                       NAVD 88
 LG0185
 LG0185  VERT ORDER      -  SECOND    CLASS 0
 LG0185
 LG0185.The horizontal coordinates were determined by differentially corrected
 LG0185.hand held GPS observations or other comparable positioning techniques
 LG0185.and have an estimated accuracy of +/- 3 meters.
 LG0185
 LG0185.The orthometric height was determined by differential leveling and
 LG0185.adjusted by the NATIONAL GEODETIC SURVEY
 LG0185.in June 1991.
 LG0185
 LG0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0185.GEOID18 height accuracy estimate available here.
 LG0185
 LG0185.Click photographs - Photos may exist for this station.
 LG0185
 LG0185.The dynamic height is computed by dividing the NAVD 88
 LG0185.geopotential number by the normal gravity value computed on the
 LG0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0185.degrees latitude (g = 980.6199 gals.).
 LG0185
 LG0185.The modeled gravity was interpolated from observed gravity values.
 LG0185
 LG0185;                    North         East    Units  Estimated Accuracy
 LG0185;SPC NE       -    66,401.2     824,120.2     MT  (+/- 3 meters HH1 GPS) 
 LG0185
 LG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3925772293(NAD 83)
 LG0185
 LG0185                          SUPERSEDED SURVEY CONTROL
 LG0185
 LG0185  NGVD 29 (??/??/92)  351.181  (m)         1152.17   (f) ADJ UNCH    2 0
 LG0185
 LG0185.Superseded values are not recommended for survey control.
 LG0185
 LG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0185.See file dsdata.pdf to determine how the superseded data were derived.
 LG0185
 LG0185_MARKER: DB = BENCH MARK DISK
 LG0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0185_STAMPING: V 364 1961
 LG0185_MARK LOGO: CGS
 LG0185_PROJECTION: RECESSED 3 CENTIMETERS
 LG0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0185+STABILITY: SURFACE MOTION
 LG0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0185+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2022
 LG0185
 LG0185  HISTORY     - Date     Condition        Report By
 LG0185  HISTORY     - 1961     MONUMENTED       CGS
 LG0185  HISTORY     - 20220316 GOOD             JORSUR
 LG0185
 LG0185                          STATION DESCRIPTION
 LG0185
 LG0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0185'0.7 MI E FROM TECUMSEH.
 LG0185'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0185'72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONOCO SERVICE
 LG0185'STATION, 72 FEET NORTHWEST OF THE CENTER OF A CROSSING, 57 FEET
 LG0185'NORTH OF THE CENTER OF CLAY STREET, 48 FEET WEST OF THE
 LG0185'CENTERLINE OF STATE HIGHWAY 50, 3 FEET SOUTH OF A CONOCO SIGN,
 LG0185'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LG0185
 LG0185                          STATION RECOVERY (2022)
 LG0185
 LG0185'RECOVERY NOTE BY JORGENSEN SURVEYING 2022 (BAJ)
 LG0185'THE GAS STATION IS NOW CLOSED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0270 ***********************************************************************
 LG0270  DESIGNATION -  V 365
 LG0270  PID         -  LG0270
 LG0270  STATE/COUNTY-  NE/GAGE
 LG0270  COUNTRY     -  US
 LG0270  USGS QUAD   -  ODELL NE (2017)
 LG0270
 LG0270                         *CURRENT SURVEY CONTROL
 LG0270  ______________________________________________________________________
 LG0270* NAD 83(1986) POSITION- 40 13 34.     (N) 096 47 04.     (W)   SCALED
 LG0270* NAVD 88 ORTHO HEIGHT -   416.523 (meters)     1366.54  (feet) ADJUSTED
 LG0270  ______________________________________________________________________
 LG0270  GEOID HEIGHT    -        -27.109 (meters)                     GEOID18
 LG0270  DYNAMIC HEIGHT  -        416.297 (meters)     1365.80  (feet) COMP
 LG0270  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 LG0270
 LG0270  VERT ORDER      -  SECOND    CLASS 0
 LG0270
 LG0270.The horizontal coordinates were scaled from a map and have
 LG0270.an estimated accuracy of +/- 6 seconds.
 LG0270
 LG0270.The orthometric height was determined by differential leveling and
 LG0270.adjusted by the NATIONAL GEODETIC SURVEY
 LG0270.in June 1991.
 LG0270
 LG0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0270.GEOID18 height accuracy estimate available here.
 LG0270
 LG0270.Click photographs - Photos may exist for this station.
 LG0270
 LG0270.The dynamic height is computed by dividing the NAVD 88
 LG0270.geopotential number by the normal gravity value computed on the
 LG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0270.degrees latitude (g = 980.6199 gals.).
 LG0270
 LG0270.The modeled gravity was interpolated from observed gravity values.
 LG0270
 LG0270;                    North         East    Units  Estimated Accuracy
 LG0270;SPC NE       -    48,700.      773,590.      MT  (+/- 180 meters Scaled)
 LG0270
 LG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK885552(NAD 83)
 LG0270
 LG0270                          SUPERSEDED SURVEY CONTROL
 LG0270
 LG0270  NGVD 29 (??/??/92)  416.400  (m)         1366.14   (f) ADJ UNCH    2 0
 LG0270
 LG0270.Superseded values are not recommended for survey control.
 LG0270
 LG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0270.See file dsdata.pdf to determine how the superseded data were derived.
 LG0270
 LG0270_MARKER: DB = BENCH MARK DISK
 LG0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0270_STAMPING: V 365 1961
 LG0270_MARK LOGO: CGS
 LG0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0270+STABILITY: SURFACE MOTION
 LG0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0270+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0270
 LG0270  HISTORY     - Date     Condition        Report By
 LG0270  HISTORY     - 1961     MONUMENTED       CGS
 LG0270  HISTORY     - 19881004 MARK NOT FOUND   NGS
 LG0270  HISTORY     - 20070118 MARK NOT FOUND   NEDR
 LG0270
 LG0270                          STATION DESCRIPTION
 LG0270
 LG0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0270'3.2 MI SW FROM BEATRICE.
 LG0270'3.2 MILE SOUTH WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0270'RALROAD FROM THE RAILROAD STATION AT BEATRICE, 1.0 MILE NORTH
 LG0270'EAST OF BENCH MARK Y 169 1934, 49 FEET SOUTH WEST OF A CROSSING,
 LG0270'59 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 37 FEET WEST OF
 LG0270'THE WEST RAIL, 31 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET
 LG0270'SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 LG0270'CONCRETE POST THAT PROJECTS 5 INCHES.
 LG0270
 LG0270                          STATION RECOVERY (1988)
 LG0270
 LG0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0270'MARK NOT FOUND.
 LG0270
 LG0270                          STATION RECOVERY (2007)
 LG0270
 LG0270'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0270'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0588 ***********************************************************************
 NN0588  DESIGNATION -  V 37
 NN0588  PID         -  NN0588
 NN0588  STATE/COUNTY-  NE/KNOX
 NN0588  COUNTRY     -  US
 NN0588  USGS QUAD   -  VERDIGRE (2017)
 NN0588
 NN0588                         *CURRENT SURVEY CONTROL
 NN0588  ______________________________________________________________________
 NN0588* NAD 83(1986) POSITION- 42 32 28.     (N) 098 00 05.     (W)   SCALED
 NN0588* NAVD 88 ORTHO HEIGHT -   480.484 (meters)     1576.39  (feet) ADJUSTED
 NN0588  ______________________________________________________________________
 NN0588  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 NN0588  DYNAMIC HEIGHT  -        480.311 (meters)     1575.82  (feet) COMP
 NN0588  MODELED GRAVITY -    980,245.2   (mgal)                       NAVD 88
 NN0588
 NN0588  VERT ORDER      -  SECOND    CLASS 0
 NN0588
 NN0588.The horizontal coordinates were scaled from a map and have
 NN0588.an estimated accuracy of +/- 6 seconds.
 NN0588
 NN0588.The orthometric height was determined by differential leveling and
 NN0588.adjusted by the NATIONAL GEODETIC SURVEY
 NN0588.in June 1991.
 NN0588
 NN0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0588.GEOID18 height accuracy estimate available here.
 NN0588
 NN0588.Click photographs - Photos may exist for this station.
 NN0588
 NN0588.The dynamic height is computed by dividing the NAVD 88
 NN0588.geopotential number by the normal gravity value computed on the
 NN0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0588.degrees latitude (g = 980.6199 gals.).
 NN0588
 NN0588.The modeled gravity was interpolated from observed gravity values.
 NN0588
 NN0588;                    North         East    Units  Estimated Accuracy
 NN0588;SPC NE       -   302,550.      664,130.      MT  (+/- 180 meters Scaled)
 NN0588
 NN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN819103(NAD 83)
 NN0588
 NN0588                          SUPERSEDED SURVEY CONTROL
 NN0588
 NN0588  NGVD 29 (??/??/92)  480.273  (m)         1575.70   (f) ADJ UNCH    2 0
 NN0588
 NN0588.Superseded values are not recommended for survey control.
 NN0588
 NN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0588.See file dsdata.pdf to determine how the superseded data were derived.
 NN0588
 NN0588_MARKER: DB = BENCH MARK DISK
 NN0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0588_STAMPING: V 37 1934
 NN0588_MARK LOGO: CGS
 NN0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0588+STABILITY: SURFACE MOTION
 NN0588
 NN0588  HISTORY     - Date     Condition        Report By
 NN0588  HISTORY     - 1934     MONUMENTED       CGS
 NN0588
 NN0588                          STATION DESCRIPTION
 NN0588
 NN0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0588'4.5 MI S FROM VERDIGRE.
 NN0588'LOCATED 4.5 MILES SOUTH OF STATION AT VERDIGRE, ALONG CHICAGO
 NN0588'AND NORTH WESTERN RWY.  5 TELEGRAPH POLES NORTHWEST OF M.P. 49,
 NN0588'66.9 FEET NORTHEAST OF CENTERLINE OF PRIVATE ROAD CROSSING, 46.5
 NN0588'FEET NORTHEAST OF NORTHEAST RAIL, 1 FOOT SOUTHWEST OF FENCE.
 NN0588'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1286 ***********************************************************************
 NM1286  DESIGNATION -  V 38
 NM1286  PID         -  NM1286
 NM1286  STATE/COUNTY-  NE/PIERCE
 NM1286  COUNTRY     -  US
 NM1286  USGS QUAD   -  WAUSA (2017)
 NM1286
 NM1286                         *CURRENT SURVEY CONTROL
 NM1286  ______________________________________________________________________
 NM1286* NAD 83(1986) POSITION- 42 25 24.     (N) 097 32 37.     (W)   SCALED
 NM1286* NAVD 88 ORTHO HEIGHT -   546.940 (meters)     1794.42  (feet) ADJUSTED
 NM1286  ______________________________________________________________________
 NM1286  GEOID HEIGHT    -        -25.242 (meters)                     GEOID18
 NM1286  DYNAMIC HEIGHT  -        546.734 (meters)     1793.74  (feet) COMP
 NM1286  MODELED GRAVITY -    980,227.8   (mgal)                       NAVD 88
 NM1286
 NM1286  VERT ORDER      -  SECOND    CLASS 0
 NM1286
 NM1286.The horizontal coordinates were scaled from a map and have
 NM1286.an estimated accuracy of +/- 6 seconds.
 NM1286
 NM1286.The orthometric height was determined by differential leveling and
 NM1286.adjusted by the NATIONAL GEODETIC SURVEY
 NM1286.in June 1991.
 NM1286
 NM1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1286.GEOID18 height accuracy estimate available here.
 NM1286
 NM1286.Click photographs - Photos may exist for this station.
 NM1286
 NM1286.The dynamic height is computed by dividing the NAVD 88
 NM1286.geopotential number by the normal gravity value computed on the
 NM1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1286.degrees latitude (g = 980.6199 gals.).
 NM1286
 NM1286.The modeled gravity was interpolated from observed gravity values.
 NM1286
 NM1286;                    North         East    Units  Estimated Accuracy
 NM1286;SPC NE       -   290,440.      702,090.      MT  (+/- 180 meters Scaled)
 NM1286
 NM1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM198978(NAD 83)
 NM1286
 NM1286                          SUPERSEDED SURVEY CONTROL
 NM1286
 NM1286  NGVD 29 (??/??/92)  546.735  (m)         1793.75   (f) ADJ UNCH    2 0
 NM1286
 NM1286.Superseded values are not recommended for survey control.
 NM1286
 NM1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1286.See file dsdata.pdf to determine how the superseded data were derived.
 NM1286
 NM1286_MARKER: DB = BENCH MARK DISK
 NM1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1286_STAMPING: V 38 1934
 NM1286_MARK LOGO: CGS
 NM1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1286+STABILITY: SURFACE MOTION
 NM1286
 NM1286  HISTORY     - Date     Condition        Report By
 NM1286  HISTORY     - 1934     MONUMENTED       CGS
 NM1286  HISTORY     - 1971     MARK NOT FOUND   USGS
 NM1286
 NM1286                          STATION DESCRIPTION
 NM1286
 NM1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1286'5 MI S FROM WAUSA.
 NM1286'LOCATED 5 MILES SOUTH ALONG U.S. HIGHWAY 81.  OF THE WAUSA HIGH
 NM1286'SCHOOL, 39 FEET WEST OF CENTERLINE OF HIGHWAY, 28 FEET SOUTH OF
 NM1286'CENTERLINE OF SECTION ROAD, 2.4 FEET WEST OF CORNER FENCE POST, 1
 NM1286'FOOT NORTH OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1286'POST 1 INCH HIGH.
 NM1286
 NM1286                          STATION RECOVERY (1971)
 NM1286
 NM1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1117 ***********************************************************************
 NM1117  DESIGNATION -  V 39
 NM1117  PID         -  NM1117
 NM1117  STATE/COUNTY-  NE/CEDAR
 NM1117  COUNTRY     -  US
 NM1117  USGS QUAD   -  CROFTON (2017)
 NM1117
 NM1117                         *CURRENT SURVEY CONTROL
 NM1117  ______________________________________________________________________
 NM1117* NAD 83(1986) POSITION- 42 42 04.     (N) 097 24 50.     (W)   SCALED
 NM1117* NAVD 88 ORTHO HEIGHT -   426.334 (meters)     1398.73  (feet) ADJUSTED
 NM1117  ______________________________________________________________________
 NM1117  GEOID HEIGHT    -        -25.523 (meters)                     GEOID18
 NM1117  DYNAMIC HEIGHT  -        426.197 (meters)     1398.28  (feet) COMP
 NM1117  MODELED GRAVITY -    980,287.3   (mgal)                       NAVD 88
 NM1117
 NM1117  VERT ORDER      -  SECOND    CLASS 0
 NM1117
 NM1117.The horizontal coordinates were scaled from a map and have
 NM1117.an estimated accuracy of +/- 6 seconds.
 NM1117
 NM1117.The orthometric height was determined by differential leveling and
 NM1117.adjusted by the NATIONAL GEODETIC SURVEY
 NM1117.in June 1991.
 NM1117
 NM1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1117.GEOID18 height accuracy estimate available here.
 NM1117
 NM1117.Click photographs - Photos may exist for this station.
 NM1117
 NM1117.The dynamic height is computed by dividing the NAVD 88
 NM1117.geopotential number by the normal gravity value computed on the
 NM1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1117.degrees latitude (g = 980.6199 gals.).
 NM1117
 NM1117.The modeled gravity was interpolated from observed gravity values.
 NM1117
 NM1117;                    North         East    Units  Estimated Accuracy
 NM1117;SPC NE       -   321,590.      711,840.      MT  (+/- 180 meters Scaled)
 NM1117
 NM1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN299288(NAD 83)
 NM1117
 NM1117                          SUPERSEDED SURVEY CONTROL
 NM1117
 NM1117  NGVD 29 (??/??/92)  426.124  (m)         1398.04   (f) ADJ UNCH    2 0
 NM1117
 NM1117.Superseded values are not recommended for survey control.
 NM1117
 NM1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1117.See file dsdata.pdf to determine how the superseded data were derived.
 NM1117
 NM1117_MARKER: DB = BENCH MARK DISK
 NM1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1117_STAMPING: V 39 1934
 NM1117_MARK LOGO: CGS
 NM1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1117+STABILITY: SURFACE MOTION
 NM1117
 NM1117  HISTORY     - Date     Condition        Report By
 NM1117  HISTORY     - 1934     MONUMENTED       CGS
 NM1117  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1117
 NM1117                          STATION DESCRIPTION
 NM1117
 NM1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1117'4.8 MI E FROM CROFTON.
 NM1117'IS LOCATED 4.8 MILES EAST OF STATION ALONG C.ST.P.M. AND O. RWY.
 NM1117'AT CROFTON, 65 FEET WEST OF CENTERLINE OF SECTION ROAD, 49.4
 NM1117'FEET WEST OF CORNER OF FENCE, 46 FEET SOUTH OF SOUTH RAIL OF
 NM1117'TRACK, 2 FEET NORTH OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM1117'OF CONCRETE POST 3 INCHES HIGH.
 NM1117
 NM1117                          STATION RECOVERY (1967)
 NM1117
 NM1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0608 ***********************************************************************
 NM0608  DESIGNATION -  V 40
 NM0608  PID         -  NM0608
 NM0608  STATE/COUNTY-  NE/DIXON
 NM0608  COUNTRY     -  US
 NM0608  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0608
 NM0608                         *CURRENT SURVEY CONTROL
 NM0608  ______________________________________________________________________
 NM0608* NAD 83(1986) POSITION- 42 20 07.     (N) 096 54 59.     (W)   SCALED
 NM0608* NAVD 88 ORTHO HEIGHT -   427.508 (meters)     1402.58  (feet) ADJUSTED
 NM0608  ______________________________________________________________________
 NM0608  GEOID HEIGHT    -        -24.915 (meters)                     GEOID18
 NM0608  DYNAMIC HEIGHT  -        427.374 (meters)     1402.14  (feet) COMP
 NM0608  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 NM0608
 NM0608  VERT ORDER      -  SECOND    CLASS 0
 NM0608
 NM0608.The horizontal coordinates were scaled from a map and have
 NM0608.an estimated accuracy of +/- 6 seconds.
 NM0608
 NM0608.The orthometric height was determined by differential leveling and
 NM0608.adjusted by the NATIONAL GEODETIC SURVEY
 NM0608.in June 1991.
 NM0608
 NM0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0608.GEOID18 height accuracy estimate available here.
 NM0608
 NM0608.Click photographs - Photos may exist for this station.
 NM0608
 NM0608.The dynamic height is computed by dividing the NAVD 88
 NM0608.geopotential number by the normal gravity value computed on the
 NM0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0608.degrees latitude (g = 980.6199 gals.).
 NM0608
 NM0608.The modeled gravity was interpolated from observed gravity values.
 NM0608
 NM0608;                    North         East    Units  Estimated Accuracy
 NM0608;SPC NE       -   282,320.      754,020.      MT  (+/- 180 meters Scaled)
 NM0608
 NM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM716891(NAD 83)
 NM0608
 NM0608                          SUPERSEDED SURVEY CONTROL
 NM0608
 NM0608  NGVD 29 (??/??/92)  427.340  (m)         1402.03   (f) ADJ UNCH    2 0
 NM0608
 NM0608.Superseded values are not recommended for survey control.
 NM0608
 NM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0608.See file dsdata.pdf to determine how the superseded data were derived.
 NM0608
 NM0608_MARKER: DB = BENCH MARK DISK
 NM0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0608_STAMPING: V 40 1934
 NM0608_MARK LOGO: CGS
 NM0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0608+STABILITY: SURFACE MOTION
 NM0608
 NM0608  HISTORY     - Date     Condition        Report By
 NM0608  HISTORY     - 1934     MONUMENTED       CGS
 NM0608  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0608
 NM0608                          STATION DESCRIPTION
 NM0608
 NM0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0608'5 MI NW FROM WAKEFIELD.
 NM0608'V-40 IS LOCATED 5 MILES NORTHWEST OF STATION ALONG C.ST.P.M.
 NM0608'AND O.RWY. AT WAKEFIELD, 44 FEET SOUTHWEST OF SOUTHWEST RAIL
 NM0608'OF TRACK, 1.4 FEET NORTHEAST OF R/W FENCE, OPPOSITE M.P. 5.
 NM0608'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 NM0608
 NM0608                          STATION RECOVERY (1966)
 NM0608
 NM0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0608'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0562 ***********************************************************************
 NP0562  DESIGNATION -  V 416
 NP0562  PID         -  NP0562
 NP0562  STATE/COUNTY-  NE/DAWES
 NP0562  COUNTRY     -  US
 NP0562  USGS QUAD   -  BELMONT (2017)
 NP0562
 NP0562                         *CURRENT SURVEY CONTROL
 NP0562  ______________________________________________________________________
 NP0562* NAD 83(1986) POSITION- 42 30 54.     (N) 103 18 59.     (W)   SCALED
 NP0562* NAVD 88 ORTHO HEIGHT -  1322.895 (meters)     4340.20  (feet) ADJUSTED
 NP0562  ______________________________________________________________________
 NP0562  GEOID HEIGHT    -        -17.915 (meters)                     GEOID18
 NP0562  DYNAMIC HEIGHT  -       1322.113 (meters)     4337.63  (feet) COMP
 NP0562  MODELED GRAVITY -    979,984.3   (mgal)                       NAVD 88
 NP0562
 NP0562  VERT ORDER      -  FIRST     CLASS II
 NP0562
 NP0562.The horizontal coordinates were scaled from a map and have
 NP0562.an estimated accuracy of +/- 6 seconds.
 NP0562
 NP0562.The orthometric height was determined by differential leveling and
 NP0562.adjusted by the NATIONAL GEODETIC SURVEY
 NP0562.in June 1991.
 NP0562
 NP0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0562.GEOID18 height accuracy estimate available here.
 NP0562
 NP0562.Click photographs - Photos may exist for this station.
 NP0562
 NP0562.The dynamic height is computed by dividing the NAVD 88
 NP0562.geopotential number by the normal gravity value computed on the
 NP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0562.degrees latitude (g = 980.6199 gals.).
 NP0562
 NP0562.The modeled gravity was interpolated from observed gravity values.
 NP0562
 NP0562;                    North         East    Units  Estimated Accuracy
 NP0562;SPC NE       -   302,970.      227,580.      MT  (+/- 180 meters Scaled)
 NP0562
 NP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH383083(NAD 83)
 NP0562
 NP0562                          SUPERSEDED SURVEY CONTROL
 NP0562
 NP0562.No superseded survey control is available for this station.
 NP0562
 NP0562_MARKER: I = METAL ROD
 NP0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0562+WITH SETTING: INFORMATION.
 NP0562_STAMPING: V 416 1985
 NP0562_MARK LOGO: NGS
 NP0562_PROJECTION: FLUSH
 NP0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0562_ROD/PIPE-DEPTH: 3.0 meters
 NP0562
 NP0562  HISTORY     - Date     Condition        Report By
 NP0562  HISTORY     - 1985     MONUMENTED       NGS
 NP0562
 NP0562                          STATION DESCRIPTION
 NP0562
 NP0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0562'9.7 KM (6.0 MI) NW FROM MARSLAND.
 NP0562'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0562'OFFICE AT MARSLAND, THENCE 9.49 KM (5.9 MI) NORTHWEST ALONG THE
 NP0562'BURLINGTON NORTHERN RAILROAD, 24.7 METERS (81 FT) WEST OF THE WEST
 NP0562'RAIL, 8.0 METERS (26.4 FT) NORTH OF THE CENTER OF A METAL GATE AND 0.3
 NP0562'METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NP0562'THROUGH A 5-INCH LOGO CAP.
 NP0562'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NP0562'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0355 ***********************************************************************
 MN0355  CBN         -  This is a Cooperative Base Network Control Station.
 MN0355  DESIGNATION -  V 417
 MN0355  PID         -  MN0355
 MN0355  STATE/COUNTY-  NE/MORRILL
 MN0355  COUNTRY     -  US
 MN0355  USGS QUAD   -  BROADWATER SW (2017)
 MN0355
 MN0355                         *CURRENT SURVEY CONTROL
 MN0355  ______________________________________________________________________
 MN0355* NAD 83(2011) POSITION- 41 36 13.38009(N) 102 59 10.10077(W)   ADJUSTED
 MN0355* NAD 83(2011) ELLIP HT-  1094.029 (meters)        (06/27/12)   ADJUSTED
 MN0355* NAD 83(2011) EPOCH   -  2010.00
 MN0355* NAVD 88 ORTHO HEIGHT -  1113.649 (meters)     3653.70  (feet) ADJUSTED
 MN0355  ______________________________________________________________________
 MN0355  GEOID HEIGHT    -        -19.633 (meters)                     GEOID18
 MN0355  NAD 83(2011) X  - -1,073,500.061 (meters)                     COMP
 MN0355  NAD 83(2011) Y  - -4,654,977.095 (meters)                     COMP
 MN0355  NAD 83(2011) Z  -  4,213,519.162 (meters)                     COMP
 MN0355  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 MN0355  DYNAMIC HEIGHT  -       1112.942 (meters)     3651.38  (feet) COMP
 MN0355  MODELED GRAVITY -    979,950.0   (mgal)                       NAVD 88
 MN0355
 MN0355  VERT ORDER      -  FIRST     CLASS II
 MN0355
 MN0355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0355  Standards:
 MN0355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0355  -------------------------------------------------------------------
 MN0355  NETWORK    0.46   1.22           0.22   0.14   0.62      0.01122363
 MN0355  -------------------------------------------------------------------
 MN0355  Click here for local accuracies and other accuracy information.
 MN0355
 MN0355.The horizontal coordinates were established by GPS observations
 MN0355.and adjusted by the National Geodetic Survey in June 2012.
 MN0355
 MN0355.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0355.been affixed to the stable North American tectonic plate. See 
 MN0355.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0355
 MN0355.The horizontal coordinates are valid at the epoch date displayed above
 MN0355.which is a decimal equivalence of Year/Month/Day.
 MN0355
 MN0355.The orthometric height was determined by differential leveling and
 MN0355.adjusted by the NATIONAL GEODETIC SURVEY
 MN0355.in June 1991.
 MN0355
 MN0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0355.GEOID18 height accuracy estimate available here.
 MN0355
 MN0355.Click photographs - Photos may exist for this station.
 MN0355
 MN0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0355
 MN0355.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0355
 MN0355.The ellipsoidal height was determined by GPS observations
 MN0355.and is referenced to NAD 83.
 MN0355
 MN0355.The dynamic height is computed by dividing the NAVD 88
 MN0355.geopotential number by the normal gravity value computed on the
 MN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0355.degrees latitude (g = 980.6199 gals.).
 MN0355
 MN0355.The modeled gravity was interpolated from observed gravity values.
 MN0355
 MN0355. The following values were computed from the NAD 83(2011) position.
 MN0355
 MN0355;                    North         East     Units Scale Factor Converg.
 MN0355;SPC NE       -   200,854.365   251,201.141   MT  0.99966005   -1 58 44.1
 MN0355;SPC NE       -   658,969.70    824,149.08   sFT  0.99966005   -1 58 44.1
 MN0355;UTM  13      - 4,607,737.542   667,818.112   MT  0.99994658   +1 20 14.9
 MN0355
 MN0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0355!SPC NE       -   0.99982843  x   0.99966005  =   0.99948854
 MN0355!UTM  13      -   0.99982843  x   0.99994658  =   0.99977502
 MN0355
 MN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6781807737(NAD 83)
 MN0355
 MN0355                          SUPERSEDED SURVEY CONTROL
 MN0355
 MN0355  NAD 83(2007)-  41 36 13.37993(N)    102 59 10.10156(W) AD(2002.00) 0
 MN0355  ELLIP H (02/10/07) 1094.054  (m)                       GP(2002.00)    
 MN0355  ELLIP H (09/24/01) 1094.050  (m)                       GP(       ) 4 1
 MN0355  NAD 83(1995)-  41 36 13.37943(N)    102 59 10.10147(W) AD(       ) B
 MN0355  ELLIP H (06/25/96) 1094.083  (m)                       GP(       ) 1 1
 MN0355  NAVD 88            1113.65   (m)         3653.7    (f) LEVELING    3  
 MN0355
 MN0355.Superseded values are not recommended for survey control.
 MN0355
 MN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0355.See file dsdata.pdf to determine how the superseded data were derived.
 MN0355
 MN0355_MARKER: F = FLANGE-ENCASED ROD
 MN0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0355_STAMPING: V 417 1985
 MN0355_MARK LOGO: NGS
 MN0355_PROJECTION: FLUSH
 MN0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0355+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 MN0355_ROD/PIPE-DEPTH: 15.9 meters
 MN0355
 MN0355  HISTORY     - Date     Condition        Report By
 MN0355  HISTORY     - 1985     MONUMENTED       NGS
 MN0355  HISTORY     - 19950516 GOOD             NGS
 MN0355  HISTORY     - 20060716 GOOD             JCLS
 MN0355  HISTORY     - 20070417 GOOD             NEDR
 MN0355  HISTORY     - 20180918 GOOD             NEGS
 MN0355
 MN0355                          STATION DESCRIPTION
 MN0355
 MN0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0355'12.3 KM (7.65 MI) SE FROM BRIDGEPORT.
 MN0355'12.3 KM (7.65 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0355'NORTHERN RAILROAD STATION AT BRIDGEPORT, 0.40 KM (0.25 MI) NORTHWEST
 MN0355'OF THE JUNCTION OF STATE HIGHWAY 92, AT A SECTION LINE FENCE AND RIGHT
 MN0355'OF WAY FENCE JUNCTION AND MILEPOST 66, 25.1 METERS (82.2 FT) NORTHEAST
 MN0355'OF THE HIGHWAY CENTERLINE, 7.0 METERS (23 FT) SOUTHEAST OF THE SECTION
 MN0355'LINE FENCE CORNER, 1.2 METERS (3.8 FT) NORTHWEST OF MILEPOST 66 AND
 MN0355'0.2 METER (0.5 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 MN0355'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0355'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 MN0355'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MN0355
 MN0355                          STATION RECOVERY (1995)
 MN0355
 MN0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0355'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF BRIDGEPORT,
 MN0355'2.0 MI (3.2 KM) SOUTHWEST OF THE NORTH PLATTE RIVER, 0.2 MI (0.3 KM)
 MN0355'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 385 AND STATE HIGHWAY 92, AT
 MN0355'HIGHWAY MILEPOST 66, ON THE NORTHEAST RIGHT-OF-WAY OF HIGHWAY 385 AND
 MN0355'NEAR THE EAST 1/4 CORNER OF SEC20, T19N, R49W.  TO REACH THE MARK FROM
 MN0355'THE BURLINGTON NORTHERN RAILROAD STATION AT BRIDGEPORT, GO SOUTHEAST
 MN0355'ON U.S. HIGHWAY 385 FOR 7.65 MI (12.31 KM) TO THE MARK ON THE LEFT.
 MN0355'THE MARK IS A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A
 MN0355'LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 144.0 FT (43.9 M)
 MN0355'EAST-SOUTHEAST OF HIGHWAY MILEPOST 66, 81.5 FT (24.8 M) NORTHEAST OF
 MN0355'THE CENTERLINE OF THE HIGHWAY, 66.3 FT (20.2 M) SOUTHEAST FROM A
 MN0355'UTILITY POLE, 0.5 FT (15.2 CM) SOUTHEAST OF A WITNESS POST AND 0.5 FT
 MN0355'(15.2 CM) SOUTHWEST FROM THE RIGHT-OF-WAY FENCE.
 MN0355
 MN0355                          STATION RECOVERY (2006)
 MN0355
 MN0355'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MN0355'RECOVERED IN GOOD CONDITION.
 MN0355
 MN0355                          STATION RECOVERY (2007)
 MN0355
 MN0355'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0355'RECOVERED BY NEDR AS DESCRIBED
 MN0355
 MN0355                          STATION RECOVERY (2018)
 MN0355
 MN0355'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (DM)
 MN0355'TO REACH FROM THE JUNCTION OF NEBRASKA HIGHWAY 92 AND U.S. HIGHWAY
 MN0355'385, LOCATED APPROXIMATELY 7 1/2 MI (12.07 KM) SOUTHEAST OF BRIDGEPORT
 MN0355'NORTHEAST, GO NORTHWEST ON NE HIGHWAY 92/U.S. 385 APPROXIMATELY 0.22
 MN0355'MI (0.35 KM) TO STATION ON THE RIGHT (NORTHEAST).
 MN0355'
 MN0355'AT U.S. 385 MI (619.5 KM) POST 65.97, THE MARK IS 82.O FT (25.0 M)
 MN0355'PERPENDICULAR FROM THE CENTERLINE OF HIGHWAY TO THE NORTHEAST, 16.55
 MN0355'FT (5.0 M) SOUTHEAST OF A NAIL IN THE TOP OF A FENCE POST, 0.60 FT (18
 MN0355'CM) FROM THE BOTTOM OF A FIBERGLASS WITNESS AND 22.55 EAST TO A NAIL
 MN0355'IN THE TOP OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0380 ***********************************************************************
 MN0380  DESIGNATION -  V 418
 MN0380  PID         -  MN0380
 MN0380  STATE/COUNTY-  NE/CHEYENNE
 MN0380  COUNTRY     -  US
 MN0380  USGS QUAD   -  SIDNEY (2017)
 MN0380
 MN0380                         *CURRENT SURVEY CONTROL
 MN0380  ______________________________________________________________________
 MN0380* NAD 83(1986) POSITION- 41 08 42.22   (N) 102 58 30.00   (W)   HD_HELD1
 MN0380* NAVD 88 ORTHO HEIGHT -  1246.901 (meters)     4090.87  (feet) ADJUSTED
 MN0380  ______________________________________________________________________
 MN0380  GEOID HEIGHT    -        -19.791 (meters)                     GEOID18
 MN0380  DYNAMIC HEIGHT  -       1246.027 (meters)     4088.01  (feet) COMP
 MN0380  MODELED GRAVITY -    979,879.5   (mgal)                       NAVD 88
 MN0380
 MN0380  VERT ORDER      -  FIRST     CLASS II
 MN0380
 MN0380.The horizontal coordinates were determined by differentially corrected
 MN0380.hand held GPS observations or other comparable positioning techniques
 MN0380.and have an estimated accuracy of +/- 3 meters.
 MN0380
 MN0380.The orthometric height was determined by differential leveling and
 MN0380.adjusted by the NATIONAL GEODETIC SURVEY
 MN0380.in June 1991.
 MN0380
 MN0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0380.GEOID18 height accuracy estimate available here.
 MN0380
 MN0380.Click photographs - Photos may exist for this station.
 MN0380
 MN0380.The dynamic height is computed by dividing the NAVD 88
 MN0380.geopotential number by the normal gravity value computed on the
 MN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0380.degrees latitude (g = 980.6199 gals.).
 MN0380
 MN0380.The modeled gravity was interpolated from observed gravity values.
 MN0380
 MN0380;                    North         East    Units  Estimated Accuracy
 MN0380;SPC NE       -   149,930.8     250,377.0     MT  (+/- 3 meters HH1 GPS) 
 MN0380
 MN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6993656836(NAD 83)
 MN0380
 MN0380                          SUPERSEDED SURVEY CONTROL
 MN0380
 MN0380.No superseded survey control is available for this station.
 MN0380
 MN0380_MARKER: DV = VERTICAL CONTROL DISK
 MN0380_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MN0380_SP_SET: BUILDING
 MN0380_STAMPING: V 418 1985
 MN0380_MARK LOGO: NGS
 MN0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0380+STABILITY: POSITION/ELEVATION WELL
 MN0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0380+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 MN0380
 MN0380  HISTORY     - Date     Condition        Report By
 MN0380  HISTORY     - 1985     MONUMENTED       NGS
 MN0380  HISTORY     - 19960629 GOOD             NGS
 MN0380  HISTORY     - 20170525 GOOD             GEOCAC
 MN0380  HISTORY     - 20180718 GOOD             NGS
 MN0380
 MN0380                          STATION DESCRIPTION
 MN0380
 MN0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0380'IN SIDNEY.
 MN0380'VERTICALLY, IN THE EAST FACE AND 1.7 METERS (5.7 FT) NORTH OF THE
 MN0380'SOUTHEAST CORNER OF THE POST OFFICE, AT THE JUNCTION OF US HIGHWAY 30
 MN0380'AND 9TH AVENUE, 9.8 METERS (32 FT) NORTH OF THE NORTH CURB OF US
 MN0380'HIGHWAY 30.
 MN0380'THE MARK IS 0.45 M ABOVE THE GROUND.
 MN0380
 MN0380                          STATION RECOVERY (1996)
 MN0380
 MN0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 MN0380'RECOVERED IN GOOD CONDITION.
 MN0380
 MN0380                          STATION RECOVERY (2017)
 MN0380
 MN0380'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0380'RECOVERED IN GOOD CONDITION.
 MN0380
 MN0380                          STATION RECOVERY (2018)
 MN0380
 MN0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 MN0380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0328 ***********************************************************************
 MM0328  DESIGNATION -  V 422
 MM0328  PID         -  MM0328
 MM0328  STATE/COUNTY-  NE/KEITH
 MM0328  COUNTRY     -  US
 MM0328  USGS QUAD   -  KEYSTONE (2017)
 MM0328
 MM0328                         *CURRENT SURVEY CONTROL
 MM0328  ______________________________________________________________________
 MM0328* NAD 83(1986) POSITION- 41 07 45.     (N) 101 37 14.     (W)   SCALED
 MM0328* NAVD 88 ORTHO HEIGHT -   967.509 (meters)     3174.24  (feet) ADJUSTED
 MM0328  ______________________________________________________________________
 MM0328  GEOID HEIGHT    -        -21.097 (meters)                     GEOID18
 MM0328  DYNAMIC HEIGHT  -        966.913 (meters)     3172.28  (feet) COMP
 MM0328  MODELED GRAVITY -    979,974.5   (mgal)                       NAVD 88
 MM0328
 MM0328  VERT ORDER      -  FIRST     CLASS II
 MM0328
 MM0328.The horizontal coordinates were scaled from a map and have
 MM0328.an estimated accuracy of +/- 6 seconds.
 MM0328
 MM0328.The orthometric height was determined by differential leveling and
 MM0328.adjusted by the NATIONAL GEODETIC SURVEY
 MM0328.in June 1991.
 MM0328
 MM0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0328.GEOID18 height accuracy estimate available here.
 MM0328
 MM0328.Click photographs - Photos may exist for this station.
 MM0328
 MM0328.The dynamic height is computed by dividing the NAVD 88
 MM0328.geopotential number by the normal gravity value computed on the
 MM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0328.degrees latitude (g = 980.6199 gals.).
 MM0328
 MM0328.The modeled gravity was interpolated from observed gravity values.
 MM0328
 MM0328;                    North         East    Units  Estimated Accuracy
 MM0328;SPC NE       -   145,150.      363,970.      MT  (+/- 180 meters Scaled)
 MM0328
 MM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL800564(NAD 83)
 MM0328
 MM0328                          SUPERSEDED SURVEY CONTROL
 MM0328
 MM0328  NGVD 29 (02/14/92)  967.085  (m)         3172.84   (f) ADJUSTED    1 2
 MM0328
 MM0328.Superseded values are not recommended for survey control.
 MM0328
 MM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0328.See file dsdata.pdf to determine how the superseded data were derived.
 MM0328
 MM0328_MARKER: F = FLANGE-ENCASED ROD
 MM0328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0328_STAMPING: V 422 1986
 MM0328_MARK LOGO: NGS
 MM0328_PROJECTION: FLUSH
 MM0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0328+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 MM0328_ROD/PIPE-DEPTH: 15.2 meters
 MM0328
 MM0328  HISTORY     - Date     Condition        Report By
 MM0328  HISTORY     - 1986     MONUMENTED       NGS
 MM0328  HISTORY     - 19980710 GOOD             USPSQD
 MM0328  HISTORY     - 20200212 GOOD             NEGS
 MM0328
 MM0328                          STATION DESCRIPTION
 MM0328
 MM0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0328'8.4 KM (5.2 MI) EAST FROM OGALLALA.
 MM0328'8.4 KM (5.25 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0328'HIGHWAY 26 AND STATE ROUTE 61 AT OGALLALA, 1-TELEPHONE POLE WEST OF
 MM0328'THE UNION PACIFIC RAILROAD MILEPOLE 329.5, 28.0 METERS (92 FT) SOUTH
 MM0328'OF THE HIGHWAY CENTERLINE, 12.0 METERS (39.5 FT) NORTH OF THE NORTH
 MM0328'RAIL AND 0.6 METER (2 FT) NORTH OF A TELEPHONE POLE WITH 2-GUY WIRES.
 MM0328'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0328'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0328'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0328
 MM0328                          STATION RECOVERY (1998)
 MM0328
 MM0328'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0328'RECOVERED IN GOOD CONDITION.
 MM0328
 MM0328                          STATION RECOVERY (2020)
 MM0328
 MM0328'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JRH)
 MM0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0970 ***********************************************************************
 LH0970  DESIGNATION -  V 423
 LH0970  PID         -  LH0970
 LH0970  STATE/COUNTY-  NE/GOSPER
 LH0970  COUNTRY     -  US
 LH0970  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0970
 LH0970                         *CURRENT SURVEY CONTROL
 LH0970  ______________________________________________________________________
 LH0970* NAD 83(1986) POSITION- 40 25 24.     (N) 099 53 45.     (W)   SCALED
 LH0970* NAVD 88 ORTHO HEIGHT -   730.380 (meters)     2396.26  (feet) ADJUSTED
 LH0970  ______________________________________________________________________
 LH0970  GEOID HEIGHT    -        -24.556 (meters)                     GEOID18
 LH0970  DYNAMIC HEIGHT  -        729.915 (meters)     2394.73  (feet) COMP
 LH0970  MODELED GRAVITY -    979,964.8   (mgal)                       NAVD 88
 LH0970
 LH0970  VERT ORDER      -  FIRST     CLASS II
 LH0970
 LH0970.The horizontal coordinates were scaled from a map and have
 LH0970.an estimated accuracy of +/- 6 seconds.
 LH0970
 LH0970.The orthometric height was determined by differential leveling and
 LH0970.adjusted by the NATIONAL GEODETIC SURVEY
 LH0970.in June 1991.
 LH0970
 LH0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0970.GEOID18 height accuracy estimate available here.
 LH0970
 LH0970.Click photographs - Photos may exist for this station.
 LH0970
 LH0970.The dynamic height is computed by dividing the NAVD 88
 LH0970.geopotential number by the normal gravity value computed on the
 LH0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0970.degrees latitude (g = 980.6199 gals.).
 LH0970
 LH0970.The modeled gravity was interpolated from observed gravity values.
 LH0970
 LH0970;                    North         East    Units  Estimated Accuracy
 LH0970;SPC NE       -    65,510.      508,840.      MT  (+/- 180 meters Scaled)
 LH0970
 LH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240751(NAD 83)
 LH0970
 LH0970                          SUPERSEDED SURVEY CONTROL
 LH0970
 LH0970  NGVD 29 (02/14/92)  730.080  (m)         2395.27   (f) ADJUSTED    1 2
 LH0970
 LH0970.Superseded values are not recommended for survey control.
 LH0970
 LH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0970.See file dsdata.pdf to determine how the superseded data were derived.
 LH0970
 LH0970_MARKER: I = METAL ROD
 LH0970_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0970_STAMPING: V 423 1986
 LH0970_MARK LOGO: NGS
 LH0970_PROJECTION: FLUSH
 LH0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0970_ROD/PIPE-DEPTH: 14.6 meters
 LH0970
 LH0970  HISTORY     - Date     Condition        Report By
 LH0970  HISTORY     - 1986     MONUMENTED       NGS
 LH0970
 LH0970                          STATION DESCRIPTION
 LH0970
 LH0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0970'13.1 KM (8.15 MI) NORTH FROM ARAPAHOE.
 LH0970'13.13 KM (8.20 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0970'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE JUNCTION
 LH0970'OF A GRAVEL ROAD, 0.38 KM (0.23 MI) NORTH OF MILEPOST 29, 20.1 METERS
 LH0970'(66 FT) EAST OF THE HIGHWAY CENTERLINE, 10.6 METERS (35 FT) SOUTH OF
 LH0970'THE CENTER OF THE ROAD, 1.0 METER (3.5 FT) SOUTH OF A POWER POLE AND
 LH0970'0.6 METER (2 FT) EAST OF A RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM
 LH0970'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0970'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0970'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0990 ***********************************************************************
 LH0990  DESIGNATION -  V 425
 LH0990  PID         -  LH0990
 LH0990  STATE/COUNTY-  NE/DAWSON
 LH0990  COUNTRY     -  US
 LH0990  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0990
 LH0990                         *CURRENT SURVEY CONTROL
 LH0990  ______________________________________________________________________
 LH0990* NAD 83(1986) POSITION- 40 45 43.     (N) 099 44 20.     (W)   SCALED
 LH0990* NAVD 88 ORTHO HEIGHT -   727.714 (meters)     2387.51  (feet) ADJUSTED
 LH0990  ______________________________________________________________________
 LH0990  GEOID HEIGHT    -        -23.869 (meters)                     GEOID18
 LH0990  DYNAMIC HEIGHT  -        727.287 (meters)     2386.11  (feet) COMP
 LH0990  MODELED GRAVITY -    980,013.9   (mgal)                       NAVD 88
 LH0990
 LH0990  VERT ORDER      -  FIRST     CLASS II
 LH0990
 LH0990.The horizontal coordinates were scaled from a map and have
 LH0990.an estimated accuracy of +/- 6 seconds.
 LH0990
 LH0990.The orthometric height was determined by differential leveling and
 LH0990.adjusted by the NATIONAL GEODETIC SURVEY
 LH0990.in June 1991.
 LH0990
 LH0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0990.GEOID18 height accuracy estimate available here.
 LH0990
 LH0990.Click photographs - Photos may exist for this station.
 LH0990
 LH0990.The dynamic height is computed by dividing the NAVD 88
 LH0990.geopotential number by the normal gravity value computed on the
 LH0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0990.degrees latitude (g = 980.6199 gals.).
 LH0990
 LH0990.The modeled gravity was interpolated from observed gravity values.
 LH0990
 LH0990;                    North         East    Units  Estimated Accuracy
 LH0990;SPC NE       -   103,140.      522,040.      MT  (+/- 180 meters Scaled)
 LH0990
 LH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML376125(NAD 83)
 LH0990
 LH0990                          SUPERSEDED SURVEY CONTROL
 LH0990
 LH0990  NGVD 29 (02/14/92)  727.438  (m)         2386.60   (f) ADJUSTED    1 2
 LH0990
 LH0990.Superseded values are not recommended for survey control.
 LH0990
 LH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0990.See file dsdata.pdf to determine how the superseded data were derived.
 LH0990
 LH0990_MARKER: I = METAL ROD
 LH0990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0990_STAMPING: V 425 1986
 LH0990_MARK LOGO: NGS
 LH0990_PROJECTION: FLUSH
 LH0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0990_ROD/PIPE-DEPTH: 11.0 meters
 LH0990
 LH0990  HISTORY     - Date     Condition        Report By
 LH0990  HISTORY     - 1986     MONUMENTED       NGS
 LH0990
 LH0990                          STATION DESCRIPTION
 LH0990
 LH0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0990'1.6 KM (1.0 MI) SOUTH FROM LEXINGTON.
 LH0990'1.6 KM (1.0 MI) SOUTH ALONG US HIGHWAY 283 FROM ITS OVERPASS BRIDGE
 LH0990'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, 0.38
 LH0990'KM (0.23 MI) NORTH OF THE JUNCTION OF PROSPECT ROAD, AT THE SPERRY-NEW
 LH0990'HOLLAND FACTORY, 65.5 METERS (215 FT) EAST OF THE HIGHWAY CNETERLINE,
 LH0990'28.9 METERS (95 FT) WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 LH0990'PLANT OFFICES, 4.9 METERS (16 FT) WEST-SOUTHWEST OF THE SOUTH 1 OF 3
 LH0990'FLAG POLES AND 2.9 METERS (9.5 FT) SOUTH OF THE EXTENDED CENTER OF THE
 LH0990'MAIN ENTRANCE SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0990'5-INCH LOGO CAP.
 LH0990'THE MARK IS 0.2 M BELOW THE FLAG POLE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0346 ***********************************************************************
 MM0346  DESIGNATION -  V 426
 MM0346  PID         -  MM0346
 MM0346  STATE/COUNTY-  NE/LINCOLN
 MM0346  COUNTRY     -  US
 MM0346  USGS QUAD   -  BRADY SW (2017)
 MM0346
 MM0346                         *CURRENT SURVEY CONTROL
 MM0346  ______________________________________________________________________
 MM0346* NAD 83(1986) POSITION- 41 04 07.     (N) 100 29 26.     (W)   SCALED
 MM0346* NAVD 88 ORTHO HEIGHT -   821.824 (meters)     2696.27  (feet) ADJUSTED
 MM0346  ______________________________________________________________________
 MM0346  GEOID HEIGHT    -        -22.630 (meters)                     GEOID18
 MM0346  DYNAMIC HEIGHT  -        821.333 (meters)     2694.66  (feet) COMP
 MM0346  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 MM0346
 MM0346  VERT ORDER      -  FIRST     CLASS II
 MM0346
 MM0346.The horizontal coordinates were scaled from a map and have
 MM0346.an estimated accuracy of +/- 6 seconds.
 MM0346
 MM0346.The orthometric height was determined by differential leveling and
 MM0346.adjusted by the NATIONAL GEODETIC SURVEY
 MM0346.in June 1991.
 MM0346
 MM0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0346.GEOID18 height accuracy estimate available here.
 MM0346
 MM0346.Click photographs - Photos may exist for this station.
 MM0346
 MM0346.The dynamic height is computed by dividing the NAVD 88
 MM0346.geopotential number by the normal gravity value computed on the
 MM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0346.degrees latitude (g = 980.6199 gals.).
 MM0346
 MM0346.The modeled gravity was interpolated from observed gravity values.
 MM0346
 MM0346;                    North         East    Units  Estimated Accuracy
 MM0346;SPC NE       -   137,270.      458,780.      MT  (+/- 180 meters Scaled)
 MM0346
 MM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL747474(NAD 83)
 MM0346
 MM0346                          SUPERSEDED SURVEY CONTROL
 MM0346
 MM0346  NGVD 29 (02/14/92)  821.479  (m)         2695.14   (f) ADJUSTED    1 2
 MM0346
 MM0346.Superseded values are not recommended for survey control.
 MM0346
 MM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0346.See file dsdata.pdf to determine how the superseded data were derived.
 MM0346
 MM0346_MARKER: I = METAL ROD
 MM0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0346_STAMPING: V 426 1986
 MM0346_MARK LOGO: NGS
 MM0346_PROJECTION: FLUSH
 MM0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0346_ROD/PIPE-DEPTH: 6.7 meters
 MM0346
 MM0346  HISTORY     - Date     Condition        Report By
 MM0346  HISTORY     - 1986     MONUMENTED       NGS
 MM0346
 MM0346                          STATION DESCRIPTION
 MM0346
 MM0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0346'2.6 KM (1.6 MI) SE FROM MAXWELL.
 MM0346'2.6 KM (1.6 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0346'AT MAXWELL, 0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 193, 26.8 METERS (88
 MM0346'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) NORTHEAST
 MM0346'OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD AND 1.0 METER (3
 MM0346'FT) SOUTHEAST OF A 3/4 RAILROAD MILEPOLE.  NOTE--ACCESS TO DATUM POINT
 MM0346'IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0346'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 MM0346'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2142 ***********************************************************************
 MK2142  DESIGNATION -  V 428
 MK2142  PID         -  MK2142
 MK2142  STATE/COUNTY-  NE/DOUGLAS
 MK2142  COUNTRY     -  US
 MK2142  USGS QUAD   -  RALSTON (2017)
 MK2142
 MK2142                         *CURRENT SURVEY CONTROL
 MK2142  ______________________________________________________________________
 MK2142* NAD 83(1986) POSITION- 41 13 17.70   (N) 096 00 17.58   (W)   HD_HELD1
 MK2142* NAVD 88 ORTHO HEIGHT -   335.935 (meters)     1102.15  (feet) ADJUSTED
 MK2142  ______________________________________________________________________
 MK2142  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 MK2142  DYNAMIC HEIGHT  -        335.795 (meters)     1101.69  (feet) COMP
 MK2142  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 MK2142
 MK2142  VERT ORDER      -  FIRST     CLASS II
 MK2142
 MK2142.The horizontal coordinates were determined by differentially corrected
 MK2142.hand held GPS observations or other comparable positioning techniques
 MK2142.and have an estimated accuracy of +/- 3 meters.
 MK2142
 MK2142.The orthometric height was determined by differential leveling and
 MK2142.adjusted by the NATIONAL GEODETIC SURVEY
 MK2142.in June 1991.
 MK2142
 MK2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2142.GEOID18 height accuracy estimate available here.
 MK2142
 MK2142.Click photographs - Photos may exist for this station.
 MK2142
 MK2142.The dynamic height is computed by dividing the NAVD 88
 MK2142.geopotential number by the normal gravity value computed on the
 MK2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2142.degrees latitude (g = 980.6199 gals.).
 MK2142
 MK2142.The modeled gravity was interpolated from observed gravity values.
 MK2142
 MK2142;                    North         East    Units  Estimated Accuracy
 MK2142;SPC NE       -   161,867.3     834,772.2     MT  (+/- 3 meters HH1 GPS) 
 MK2142
 MK2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5106367681(NAD 83)
 MK2142
 MK2142                          SUPERSEDED SURVEY CONTROL
 MK2142
 MK2142.No superseded survey control is available for this station.
 MK2142
 MK2142_MARKER: DV = VERTICAL CONTROL DISK
 MK2142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2142_SP_SET: ABUTMENT
 MK2142_STAMPING: V 428 1989
 MK2142_MARK LOGO: NGS
 MK2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2142+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 MK2142
 MK2142  HISTORY     - Date     Condition        Report By
 MK2142  HISTORY     - 1989     MONUMENTED       NGS
 MK2142  HISTORY     - 20051025 GOOD             NEDR
 MK2142  HISTORY     - 20110214 GOOD             INDIV
 MK2142
 MK2142                          STATION DESCRIPTION
 MK2142
 MK2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2142'IN OMAHA, AT THE INTERSECTION OF 60TH STREET AND THE UNION PACIFIC
 MK2142'RAILROAD, IN TOP OF AND 1.6 M (5.2 FT) SOUTH OF THE NORTH END OF THE
 MK2142'WEST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 14.0 M
 MK2142'(45.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 MK2142'STREET, 3.3 M (10.8 FT) BELOW THE LEVEL OF THE TRACKS, AND 2.0 M (6.6
 MK2142'FT) NORTH OF THE NEAR RAIL.
 MK2142
 MK2142                          STATION RECOVERY (2005)
 MK2142
 MK2142'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MK2142'RECOVERED IN GOOD CONDITION.
 MK2142
 MK2142                          STATION RECOVERY (2011)
 MK2142
 MK2142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK2142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1349 ***********************************************************************
 MJ1349  DESIGNATION -  V 429
 MJ1349  PID         -  MJ1349
 MJ1349  STATE/COUNTY-  NE/DOUGLAS
 MJ1349  COUNTRY     -  US
 MJ1349  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1349
 MJ1349                         *CURRENT SURVEY CONTROL
 MJ1349  ______________________________________________________________________
 MJ1349* NAD 83(1986) POSITION- 41 13 53.     (N) 095 54 51.     (W)   SCALED
 MJ1349* NAVD 88 ORTHO HEIGHT -   302.068 (meters)      991.03  (feet) ADJUSTED
 MJ1349  ______________________________________________________________________
 MJ1349  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 MJ1349  DYNAMIC HEIGHT  -        301.944 (meters)      990.63  (feet) COMP
 MJ1349  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 MJ1349
 MJ1349  VERT ORDER      -  FIRST     CLASS II
 MJ1349
 MJ1349.The horizontal coordinates were scaled from a map and have
 MJ1349.an estimated accuracy of +/- 6 seconds.
 MJ1349
 MJ1349.The orthometric height was determined by differential leveling and
 MJ1349.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1349.in June 1991.
 MJ1349
 MJ1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1349.GEOID18 height accuracy estimate available here.
 MJ1349
 MJ1349.Click photographs - Photos may exist for this station.
 MJ1349
 MJ1349.The dynamic height is computed by dividing the NAVD 88
 MJ1349.geopotential number by the normal gravity value computed on the
 MJ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1349.degrees latitude (g = 980.6199 gals.).
 MJ1349
 MJ1349.The modeled gravity was interpolated from observed gravity values.
 MJ1349
 MJ1349;                    North         East    Units  Estimated Accuracy
 MJ1349;SPC NE       -   163,310.      842,320.      MT  (+/- 180 meters Scaled)
 MJ1349
 MJ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF557685(NAD 83)
 MJ1349
 MJ1349                          SUPERSEDED SURVEY CONTROL
 MJ1349
 MJ1349.No superseded survey control is available for this station.
 MJ1349
 MJ1349_MARKER: DV = VERTICAL CONTROL DISK
 MJ1349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1349_SP_SET: PIER
 MJ1349_STAMPING: V 429 1989
 MJ1349_MARK LOGO: NGS
 MJ1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1349+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1349
 MJ1349  HISTORY     - Date     Condition        Report By
 MJ1349  HISTORY     - 1989     MONUMENTED       NGS
 MJ1349
 MJ1349                          STATION DESCRIPTION
 MJ1349
 MJ1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1349'IN OMAHA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 MJ1349'INTERSTATE HIGHWAY 80, SET VERTICALLY IN THE SOUTH END OF THE 5TH
 MJ1349'PIER EAST OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 MJ1349'MISSOURI RIVER, 18.8 M (61.7 FT) WEST OF THE CENTER OF A LEVEE, 5.0 M
 MJ1349'(16.4 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 4.1 M (13.5 FT) EAST OF
 MJ1349'THE NEAR RAIL, AND 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0540 ***********************************************************************
 NO0540  DESIGNATION -  V 431
 NO0540  PID         -  NO0540
 NO0540  STATE/COUNTY-  NE/CHERRY
 NO0540  COUNTRY     -  US
 NO0540  USGS QUAD   -  KENNEDY (2017)
 NO0540
 NO0540                         *CURRENT SURVEY CONTROL
 NO0540  ______________________________________________________________________
 NO0540* NAD 83(1986) POSITION- 42 33 22.     (N) 100 47 35.     (W)   SCALED
 NO0540* NAVD 88 ORTHO HEIGHT -   936.030 (meters)     3070.96  (feet) ADJUSTED
 NO0540  ______________________________________________________________________
 NO0540  GEOID HEIGHT    -        -21.084 (meters)                     GEOID18
 NO0540  DYNAMIC HEIGHT  -        935.598 (meters)     3069.54  (feet) COMP
 NO0540  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 NO0540
 NO0540  VERT ORDER      -  FIRST     CLASS II
 NO0540
 NO0540.The horizontal coordinates were scaled from a map and have
 NO0540.an estimated accuracy of +/- 6 seconds.
 NO0540
 NO0540.The orthometric height was determined by differential leveling and
 NO0540.adjusted by the NATIONAL GEODETIC SURVEY
 NO0540.in June 1994.
 NO0540
 NO0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0540.GEOID18 height accuracy estimate available here.
 NO0540
 NO0540.Click photographs - Photos may exist for this station.
 NO0540
 NO0540.The dynamic height is computed by dividing the NAVD 88
 NO0540.geopotential number by the normal gravity value computed on the
 NO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0540.degrees latitude (g = 980.6199 gals.).
 NO0540
 NO0540.The modeled gravity was interpolated from observed gravity values.
 NO0540
 NO0540;                    North         East    Units  Estimated Accuracy
 NO0540;SPC NE       -   302,610.      434,880.      MT  (+/- 180 meters Scaled)
 NO0540
 NO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN528130(NAD 83)
 NO0540
 NO0540                          SUPERSEDED SURVEY CONTROL
 NO0540
 NO0540  NGVD 29 (02/14/92)  935.725  (m)         3069.96   (f) ADJUSTED    1 2
 NO0540
 NO0540.Superseded values are not recommended for survey control.
 NO0540
 NO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0540.See file dsdata.pdf to determine how the superseded data were derived.
 NO0540
 NO0540_MARKER: I = METAL ROD
 NO0540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0540_STAMPING: V 431 1991
 NO0540_MARK LOGO: NGS
 NO0540_PROJECTION: FLUSH
 NO0540_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0540+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0540_ROD/PIPE-DEPTH: 15.4 meters
 NO0540_SLEEVE-DEPTH  : 0.9 meters
 NO0540
 NO0540  HISTORY     - Date     Condition        Report By
 NO0540  HISTORY     - 1991     MONUMENTED       NGS
 NO0540
 NO0540                          STATION DESCRIPTION
 NO0540
 NO0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0540'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0540'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 29.6 KM (18.40 MI) WESTERLY
 NO0540'ALONG STATE HIGHWAY SPUR 16B, 46.5 M (152.6 FT) SOUTHWEST OF A
 NO0540'UTILITY POLE WITH A GUY CABLE AND A T-FENCE CORNER, 19.1 M (62.7 FT)
 NO0540'SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.4 M (1.3
 NO0540'FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0540'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NO0540'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0559 ***********************************************************************
 NO0559  DESIGNATION -  V 432
 NO0559  PID         -  NO0559
 NO0559  STATE/COUNTY-  NE/CHERRY
 NO0559  COUNTRY     -  US
 NO0559  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0559
 NO0559                         *CURRENT SURVEY CONTROL
 NO0559  ______________________________________________________________________
 NO0559* NAD 83(1986) POSITION- 42 19 31.     (N) 101 01 41.     (W)   SCALED
 NO0559* NAVD 88 ORTHO HEIGHT -   973.054 (meters)     3192.43  (feet) ADJUSTED
 NO0559  ______________________________________________________________________
 NO0559  GEOID HEIGHT    -        -20.450 (meters)                     GEOID18
 NO0559  DYNAMIC HEIGHT  -        972.578 (meters)     3190.87  (feet) COMP
 NO0559  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 NO0559
 NO0559  VERT ORDER      -  FIRST     CLASS II
 NO0559
 NO0559.The horizontal coordinates were scaled from a map and have
 NO0559.an estimated accuracy of +/- 6 seconds.
 NO0559
 NO0559.The orthometric height was determined by differential leveling and
 NO0559.adjusted by the NATIONAL GEODETIC SURVEY
 NO0559.in June 1994.
 NO0559
 NO0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0559.GEOID18 height accuracy estimate available here.
 NO0559
 NO0559.Click photographs - Photos may exist for this station.
 NO0559
 NO0559.The dynamic height is computed by dividing the NAVD 88
 NO0559.geopotential number by the normal gravity value computed on the
 NO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0559.degrees latitude (g = 980.6199 gals.).
 NO0559
 NO0559.The modeled gravity was interpolated from observed gravity values.
 NO0559
 NO0559;                    North         East    Units  Estimated Accuracy
 NO0559;SPC NE       -   277,180.      415,280.      MT  (+/- 180 meters Scaled)
 NO0559
 NO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM328878(NAD 83)
 NO0559
 NO0559                          SUPERSEDED SURVEY CONTROL
 NO0559
 NO0559  NGVD 29 (02/14/92)  972.744  (m)         3191.41   (f) ADJUSTED    1 2
 NO0559
 NO0559.Superseded values are not recommended for survey control.
 NO0559
 NO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0559.See file dsdata.pdf to determine how the superseded data were derived.
 NO0559
 NO0559_MARKER: I = METAL ROD
 NO0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0559_STAMPING: V 432 1991
 NO0559_MARK LOGO: NGS
 NO0559_PROJECTION: FLUSH
 NO0559_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0559+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0559_ROD/PIPE-DEPTH: 11.9 meters
 NO0559
 NO0559  HISTORY     - Date     Condition        Report By
 NO0559  HISTORY     - 1991     MONUMENTED       NGS
 NO0559
 NO0559                          STATION DESCRIPTION
 NO0559
 NO0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0559'32.5 KM (20.20 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0559'OF STATE HIGHWAY 2 IN MULLEN, 31.6 M (103.7 FT) WEST OF THE HIGHWAY
 NO0559'CENTERLINE, 30.8 M (101.0 FT) EAST OF THE SOUTHEAST CORNER OF A
 NO0559'CATTLE GUARD, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF THE DENT RANCH
 NO0559'ENTRANCE ROAD, 8.0 M (26.2 FT) WEST OF A FENCE CORNER, 2.5 M (8.2 FT)
 NO0559'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 NO0559'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0559'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0522 ***********************************************************************
 MM0522  DESIGNATION -  V 433
 MM0522  PID         -  MM0522
 MM0522  STATE/COUNTY-  NE/HOOKER
 MM0522  COUNTRY     -  US
 MM0522  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0522
 MM0522                         *CURRENT SURVEY CONTROL
 MM0522  ______________________________________________________________________
 MM0522* NAD 83(1986) POSITION- 41 51 26.     (N) 101 02 22.     (W)   SCALED
 MM0522* NAVD 88 ORTHO HEIGHT -   992.849 (meters)     3257.37  (feet) ADJUSTED
 MM0522  ______________________________________________________________________
 MM0522  GEOID HEIGHT    -        -20.766 (meters)                     GEOID18
 MM0522  DYNAMIC HEIGHT  -        992.325 (meters)     3255.65  (feet) COMP
 MM0522  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 MM0522
 MM0522  VERT ORDER      -  FIRST     CLASS II
 MM0522
 MM0522.The horizontal coordinates were scaled from a map and have
 MM0522.an estimated accuracy of +/- 6 seconds.
 MM0522
 MM0522.The orthometric height was determined by differential leveling and
 MM0522.adjusted by the NATIONAL GEODETIC SURVEY
 MM0522.in June 1994.
 MM0522
 MM0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0522.GEOID18 height accuracy estimate available here.
 MM0522
 MM0522.Click photographs - Photos may exist for this station.
 MM0522
 MM0522.The dynamic height is computed by dividing the NAVD 88
 MM0522.geopotential number by the normal gravity value computed on the
 MM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0522.degrees latitude (g = 980.6199 gals.).
 MM0522
 MM0522.The modeled gravity was interpolated from observed gravity values.
 MM0522
 MM0522;                    North         East    Units  Estimated Accuracy
 MM0522;SPC NE       -   225,220.      413,720.      MT  (+/- 180 meters Scaled)
 MM0522
 MM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM307359(NAD 83)
 MM0522
 MM0522                          SUPERSEDED SURVEY CONTROL
 MM0522
 MM0522  NGVD 29 (02/14/92)  992.538  (m)         3256.35   (f) ADJUSTED    1 2
 MM0522
 MM0522.Superseded values are not recommended for survey control.
 MM0522
 MM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0522.See file dsdata.pdf to determine how the superseded data were derived.
 MM0522
 MM0522_MARKER: I = METAL ROD
 MM0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0522_STAMPING: V 433 1991
 MM0522_MARK LOGO: NGS
 MM0522_PROJECTION: FLUSH
 MM0522_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0522+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0522_ROD/PIPE-DEPTH: 13.3 meters
 MM0522
 MM0522  HISTORY     - Date     Condition        Report By
 MM0522  HISTORY     - 1991     MONUMENTED       NGS
 MM0522
 MM0522                          STATION DESCRIPTION
 MM0522
 MM0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0522'21.3 KM (13.25 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0522'OF STATE HIGHWAY 2 IN MULLEN, 95.5 M (313.3 FT) NORTH OF A T-FENCE
 MM0522'CORNER, 27.8 M (91.2 FT) WEST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2
 MM0522'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A
 MM0522'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0522'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1431 ***********************************************************************
 LH1431  DESIGNATION -  V 434
 LH1431  PID         -  LH1431
 LH1431  STATE/COUNTY-  NE/DAWSON
 LH1431  COUNTRY     -  US
 LH1431  USGS QUAD   -  OVERTON (2017)
 LH1431
 LH1431                         *CURRENT SURVEY CONTROL
 LH1431  ______________________________________________________________________
 LH1431* NAD 83(1986) POSITION- 40 44 27.     (N) 099 33 36.     (W)   SCALED
 LH1431* NAVD 88 ORTHO HEIGHT -   707.838 (meters)     2322.30  (feet) ADJUSTED
 LH1431  ______________________________________________________________________
 LH1431  GEOID HEIGHT    -        -24.105 (meters)                     GEOID18
 LH1431  DYNAMIC HEIGHT  -        707.419 (meters)     2320.92  (feet) COMP
 LH1431  MODELED GRAVITY -    980,009.4   (mgal)                       NAVD 88
 LH1431
 LH1431  VERT ORDER      -  FIRST     CLASS II
 LH1431
 LH1431.The horizontal coordinates were scaled from a map and have
 LH1431.an estimated accuracy of +/- 6 seconds.
 LH1431
 LH1431.The orthometric height was determined by differential leveling and
 LH1431.adjusted by the NATIONAL GEODETIC SURVEY
 LH1431.in May 1993.
 LH1431
 LH1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1431.GEOID18 height accuracy estimate available here.
 LH1431
 LH1431.Click photographs - Photos may exist for this station.
 LH1431
 LH1431.The dynamic height is computed by dividing the NAVD 88
 LH1431.geopotential number by the normal gravity value computed on the
 LH1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1431.degrees latitude (g = 980.6199 gals.).
 LH1431
 LH1431.The modeled gravity was interpolated from observed gravity values.
 LH1431
 LH1431;                    North         East    Units  Estimated Accuracy
 LH1431;SPC NE       -   100,850.      537,160.      MT  (+/- 180 meters Scaled)
 LH1431
 LH1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML527101(NAD 83)
 LH1431
 LH1431                          SUPERSEDED SURVEY CONTROL
 LH1431
 LH1431  NGVD 29 (02/14/92)  707.570  (m)         2321.42   (f) ADJUSTED    1 2
 LH1431
 LH1431.Superseded values are not recommended for survey control.
 LH1431
 LH1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1431.See file dsdata.pdf to determine how the superseded data were derived.
 LH1431
 LH1431_MARKER: I = METAL ROD
 LH1431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1431_STAMPING: V 434 1991
 LH1431_MARK LOGO: NGS
 LH1431_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1431_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1431+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1431_ROD/PIPE-DEPTH: 12.3 meters
 LH1431
 LH1431  HISTORY     - Date     Condition        Report By
 LH1431  HISTORY     - 1991     MONUMENTED       NGS
 LH1431
 LH1431                          STATION DESCRIPTION
 LH1431
 LH1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1431'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1431'OF U.S. HIGHWAY 283 IN LEXINGTON, 27.3 M (89.6 FT) SOUTH OF AND
 LH1431'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 25.9 M (85.0 FT) WEST OF
 LH1431'THE CENTER OF A PAVED ROAD, 12.6 M (41.3 FT) NORTH OF THE NEAR RAIL
 LH1431'OF THE UNION PACIFIC RAILROAD, 1.0 M (3.3 FT) EAST-SOUTHEAST OF A
 LH1431'UTILITY POLE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 LH1431'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1457 ***********************************************************************
 LH1457  DESIGNATION -  V 435
 LH1457  PID         -  LH1457
 LH1457  STATE/COUNTY-  NE/HALL
 LH1457  COUNTRY     -  US
 LH1457  USGS QUAD   -  SHELTON (2017)
 LH1457
 LH1457                         *CURRENT SURVEY CONTROL
 LH1457  ______________________________________________________________________
 LH1457* NAD 83(1986) POSITION- 40 47 06.     (N) 098 43 04.     (W)   SCALED
 LH1457* NAVD 88 ORTHO HEIGHT -   614.769 (meters)     2016.95  (feet) ADJUSTED
 LH1457  ______________________________________________________________________
 LH1457  GEOID HEIGHT    -        -24.729 (meters)                     GEOID18
 LH1457  DYNAMIC HEIGHT  -        614.431 (meters)     2015.85  (feet) COMP
 LH1457  MODELED GRAVITY -    980,054.6   (mgal)                       NAVD 88
 LH1457
 LH1457  VERT ORDER      -  FIRST     CLASS II
 LH1457
 LH1457.The horizontal coordinates were scaled from a map and have
 LH1457.an estimated accuracy of +/- 6 seconds.
 LH1457
 LH1457.The orthometric height was determined by differential leveling and
 LH1457.adjusted by the NATIONAL GEODETIC SURVEY
 LH1457.in May 1993.
 LH1457
 LH1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1457.GEOID18 height accuracy estimate available here.
 LH1457
 LH1457.Click photographs - Photos may exist for this station.
 LH1457
 LH1457.The dynamic height is computed by dividing the NAVD 88
 LH1457.geopotential number by the normal gravity value computed on the
 LH1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1457.degrees latitude (g = 980.6199 gals.).
 LH1457
 LH1457.The modeled gravity was interpolated from observed gravity values.
 LH1457
 LH1457;                    North         East    Units  Estimated Accuracy
 LH1457;SPC NE       -   106,460.      608,200.      MT  (+/- 180 meters Scaled)
 LH1457
 LH1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL238149(NAD 83)
 LH1457
 LH1457                          SUPERSEDED SURVEY CONTROL
 LH1457
 LH1457  NGVD 29 (02/14/92)  614.511  (m)         2016.11   (f) ADJUSTED    1 2
 LH1457
 LH1457.Superseded values are not recommended for survey control.
 LH1457
 LH1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1457.See file dsdata.pdf to determine how the superseded data were derived.
 LH1457
 LH1457_MARKER: DV = VERTICAL CONTROL DISK
 LH1457_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1457_SP_SET: GRAIN ELEVATOR
 LH1457_STAMPING: V 435 1991
 LH1457_MARK LOGO: NGS
 LH1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1457+STABILITY: POSITION/ELEVATION WELL
 LH1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1457+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1457
 LH1457  HISTORY     - Date     Condition        Report By
 LH1457  HISTORY     - 1991     MONUMENTED       NGS
 LH1457
 LH1457                          STATION DESCRIPTION
 LH1457
 LH1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1457'32.6 KM (20.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1457'OF STATE HIGHWAY 44 IN KEARNEY, SET VERTICALLY IN THE EAST FACE OF A
 LH1457'CONCRETE GRAIN STORAGE BIN AT THE CONTINENTAL-COF COMPANY ELEVATOR,
 LH1457'92.3 M (302.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6
 LH1457'FT) ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT) NORTH OF THE NORTH
 LH1457'EDGE OF THE EAST DOOR OF THE TRUCK DUMP.  NOTE--THE MARK IS ON
 LH1457'PROPERTY OWNED BY CONTINENTAL-COF COMPANY, CONTACT--JIM FOLTZ,
 LH1457'MANAGER, BOX 460, HIGHWAY 30, SHELTON, NE 68876, TELEPHONE NUMBER
 LH1457'(308) 647-5141
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1499 ***********************************************************************
 LH1499  DESIGNATION -  V 436
 LH1499  PID         -  LH1499
 LH1499  STATE/COUNTY-  NE/CLAY
 LH1499  COUNTRY     -  US
 LH1499  USGS QUAD   -  HARVARD (2017)
 LH1499
 LH1499                         *CURRENT SURVEY CONTROL
 LH1499  ______________________________________________________________________
 LH1499* NAD 83(1986) POSITION- 40 34 57.     (N) 098 07 06.     (W)   SCALED
 LH1499* NAVD 88 ORTHO HEIGHT -   552.809 (meters)     1813.67  (feet) ADJUSTED
 LH1499  ______________________________________________________________________
 LH1499  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 LH1499  DYNAMIC HEIGHT  -        552.501 (meters)     1812.66  (feet) COMP
 LH1499  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 LH1499
 LH1499  VERT ORDER      -  FIRST     CLASS II
 LH1499
 LH1499.The horizontal coordinates were scaled from a map and have
 LH1499.an estimated accuracy of +/- 6 seconds.
 LH1499
 LH1499.The orthometric height was determined by differential leveling and
 LH1499.adjusted by the NATIONAL GEODETIC SURVEY
 LH1499.in May 1993.
 LH1499
 LH1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1499.GEOID18 height accuracy estimate available here.
 LH1499
 LH1499.Click photographs - Photos may exist for this station.
 LH1499
 LH1499.The dynamic height is computed by dividing the NAVD 88
 LH1499.geopotential number by the normal gravity value computed on the
 LH1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1499.degrees latitude (g = 980.6199 gals.).
 LH1499
 LH1499.The modeled gravity was interpolated from observed gravity values.
 LH1499
 LH1499;                    North         East    Units  Estimated Accuracy
 LH1499;SPC NE       -    84,910.      659,260.      MT  (+/- 180 meters Scaled)
 LH1499
 LH1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK746927(NAD 83)
 LH1499
 LH1499                          SUPERSEDED SURVEY CONTROL
 LH1499
 LH1499.No superseded survey control is available for this station.
 LH1499
 LH1499_MARKER: I = METAL ROD
 LH1499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1499_STAMPING: V 436 1991
 LH1499_MARK LOGO: NGS
 LH1499_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1499_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1499+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1499_ROD/PIPE-DEPTH: 7.4 meters
 LH1499
 LH1499  HISTORY     - Date     Condition        Report By
 LH1499  HISTORY     - 1991     MONUMENTED       NGS
 LH1499
 LH1499                          STATION DESCRIPTION
 LH1499
 LH1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1499'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1499'OF U.S. HIGHWAY 281 IN HASTINGS, 23.8 M (78.1 FT) SOUTH OF UTILITY
 LH1499'POLE NUMBER Y 155, 13.2 M (43.3 FT) SOUTH OF AND LEVEL WITH THE
 LH1499'HIGHWAY CENTERLINE, 1.1 M (3.6 FT) EAST OF A T-FENCE CORNER, 0.4 M
 LH1499'(1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 LH1499'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1280 ***********************************************************************
 LG1280  FBN         -  This is a Federal Base Network Control Station.
 LG1280  DESIGNATION -  V 437
 LG1280  PID         -  LG1280
 LG1280  STATE/COUNTY-  NE/SALINE
 LG1280  COUNTRY     -  US
 LG1280  USGS QUAD   -  FRIEND (2017)
 LG1280
 LG1280                         *CURRENT SURVEY CONTROL
 LG1280  ______________________________________________________________________
 LG1280* NAD 83(2011) POSITION- 40 39 07.22047(N) 097 19 50.97746(W)   ADJUSTED
 LG1280* NAD 83(2011) ELLIP HT-   448.005 (meters)        (06/27/12)   ADJUSTED
 LG1280* NAD 83(2011) EPOCH   -  2010.00
 LG1280* NAVD 88 ORTHO HEIGHT -   474.882 (meters)     1558.01  (feet) ADJUSTED
 LG1280  ______________________________________________________________________
 LG1280  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 LG1280  NAD 83(2011) X  -   -618,366.135 (meters)                     COMP
 LG1280  NAD 83(2011) Y  - -4,806,582.434 (meters)                     COMP
 LG1280  NAD 83(2011) Z  -  4,133,472.525 (meters)                     COMP
 LG1280  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LG1280  DYNAMIC HEIGHT  -        474.623 (meters)     1557.16  (feet) COMP
 LG1280  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 LG1280
 LG1280  VERT ORDER      -  FIRST     CLASS II
 LG1280
 LG1280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG1280  Standards:
 LG1280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG1280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG1280  -------------------------------------------------------------------
 LG1280  NETWORK    0.32   0.78           0.15   0.10   0.40     -0.00539657
 LG1280  -------------------------------------------------------------------
 LG1280  Click here for local accuracies and other accuracy information.
 LG1280
 LG1280.The horizontal coordinates were established by GPS observations
 LG1280.and adjusted by the National Geodetic Survey in June 2012.
 LG1280
 LG1280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG1280.been affixed to the stable North American tectonic plate. See 
 LG1280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG1280
 LG1280.The horizontal coordinates are valid at the epoch date displayed above
 LG1280.which is a decimal equivalence of Year/Month/Day.
 LG1280
 LG1280.The orthometric height was determined by differential leveling and
 LG1280.adjusted by the NATIONAL GEODETIC SURVEY
 LG1280.in May 1993.
 LG1280
 LG1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1280.GEOID18 height accuracy estimate available here.
 LG1280
 LG1280.Click photographs - Photos may exist for this station.
 LG1280
 LG1280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1280
 LG1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1280
 LG1280.The ellipsoidal height was determined by GPS observations
 LG1280.and is referenced to NAD 83.
 LG1280
 LG1280.The dynamic height is computed by dividing the NAVD 88
 LG1280.geopotential number by the normal gravity value computed on the
 LG1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1280.degrees latitude (g = 980.6199 gals.).
 LG1280
 LG1280.The modeled gravity was interpolated from observed gravity values.
 LG1280
 LG1280. The following values were computed from the NAD 83(2011) position.
 LG1280
 LG1280;                    North         East     Units Scale Factor Converg.
 LG1280;SPC NE       -    94,379.995   725,660.270   MT  0.99976871   +1 46 07.9
 LG1280;SPC NE       -   309,645.03  2,380,770.40   sFT  0.99976871   +1 46 07.9
 LG1280;UTM  14      - 4,501,466.898   641,118.789   MT  0.99984513   +1 05 15.3
 LG1280
 LG1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1280!SPC NE       -   0.99992973  x   0.99976871  =   0.99969845
 LG1280!UTM  14      -   0.99992973  x   0.99984513  =   0.99977487
 LG1280
 LG1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4111801466(NAD 83)
 LG1280
 LG1280                          SUPERSEDED SURVEY CONTROL
 LG1280
 LG1280  NAD 83(2007)-  40 39 07.22044(N)    097 19 50.97811(W) AD(2002.00) 0
 LG1280  ELLIP H (02/10/07)  448.026  (m)                       GP(2002.00)    
 LG1280  ELLIP H (07/10/01)  448.017  (m)                       GP(       ) 4 1
 LG1280  NAD 83(1995)-  40 39 07.22015(N)    097 19 50.97737(W) AD(       ) B
 LG1280  ELLIP H (06/25/96)  448.083  (m)                       GP(       ) 1 1
 LG1280  NAVD 88             474.88   (m)         1558.0    (f) LEVELING    3  
 LG1280
 LG1280.Superseded values are not recommended for survey control.
 LG1280
 LG1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1280.See file dsdata.pdf to determine how the superseded data were derived.
 LG1280
 LG1280_MARKER: F = FLANGE-ENCASED ROD
 LG1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1280_STAMPING: V 437 1991
 LG1280_MARK LOGO: NGS
 LG1280_PROJECTION: RECESSED 4 CENTIMETERS
 LG1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1280+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2019
 LG1280_ROD/PIPE-DEPTH: 12.0 meters
 LG1280_SLEEVE-DEPTH  : 0.90 meters
 LG1280
 LG1280  HISTORY     - Date     Condition        Report By
 LG1280  HISTORY     - 1991     MONUMENTED       NGS
 LG1280  HISTORY     - 19950511 GOOD             NGS
 LG1280  HISTORY     - 20000613 GOOD             NEDR
 LG1280  HISTORY     - 20030724 GOOD             NEDR
 LG1280  HISTORY     - 20190822 GOOD             NEGS
 LG1280
 LG1280                          STATION DESCRIPTION
 LG1280
 LG1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1280'22.8 KM (14.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1280'OF U.S. HIGHWAY 81 IN FAIRMONT, 18.4 M (60.4 FT) SOUTH OF AND LEVEL
 LG1280'WITH THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) WEST OF THE
 LG1280'CENTER OF COUNTY ROAD 300, 0.6 M (2.0 FT) WEST OF A RIGHT-OF-WAY
 LG1280'MARKER, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 LG1280'NORTH OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LG1280'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LG1280'FOR A CLASS A MONUMENT.
 LG1280
 LG1280                          STATION RECOVERY (1995)
 LG1280
 LG1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1280'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF FRIEND, 2.0 MI (3.2
 LG1280'KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 6 WITH STATE ROAD L80E, 1.0
 LG1280'MI (1.6 KM) EAST FROM THE JUNCTION OF U.S. HIGHWAY 6 WITH STATE ROAD
 LG1280'S76A, ON THE SOUTH RIGHT-OF-WAY OF HIGHWAY 6, IN THE SOUTHWEST ANGLE
 LG1280'OF THE JUNCTION WITH COUNTY ROAD 300, WHICH IS GRAVELED, AND IN THE
 LG1280'NE1/4, SEC20, T8N, R1E.  TO REACH THE MARK FROM THE BRICK RAILROAD
 LG1280'STATION AT FRIEND, GO WEST ON U.S. HIGHWAY 6 FOR 0.48 KM (0.30 MI) TO
 LG1280'STATE ROAD L80E ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 6 FOR 3.21 KM
 LG1280'(2.00 MI) TO THE MARK ON THE LEFT.  THE MARK IS A STAINLESS STEEL ROD,
 LG1280'WITH A GREASE FILLED SLEEVE, SET WITHIN A 5-INCH PVC PIPE WITH A LOGO
 LG1280'CAP THAT IS FLUSH WITH THE GROUND.  IT IS 60.5 FT (18.4 M) SOUTH FROM
 LG1280'THE CENTERLINE OF THE HIGHWAY, 36.0 FT (11.0 M) WEST FROM THE
 LG1280'CENTERLINE OF ROAD 300, 2.3 FT (0.7 M) WEST FROM A CONCRETE
 LG1280'RIGHT-OF-WAY MARKER, 1.4 FT (0.4 M) EAST FROM A FIBERGLASS WITNESS
 LG1280'POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LG1280
 LG1280                          STATION RECOVERY (2000)
 LG1280
 LG1280'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1280'RECOVERED AS DESCRIBED, WITH THE FOLLOWING SUBSTITUTION--THIS STATION
 LG1280'IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD.  THE TOP OF THE
 LG1280'STAINLESS STEEL ROD IS RECESSED 6 CM BELOW THE LOGO CAP.
 LG1280
 LG1280                          STATION RECOVERY (2003)
 LG1280
 LG1280'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 LG1280'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2003 (LLB) RECOVERED AS
 LG1280'DESCRIBED.
 LG1280
 LG1280                          STATION RECOVERY (2019)
 LG1280
 LG1280'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 LG1280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1320 ***********************************************************************
 LG1320  DESIGNATION -  V 438
 LG1320  PID         -  LG1320
 LG1320  STATE/COUNTY-  NE/LANCASTER
 LG1320  COUNTRY     -  US
 LG1320  USGS QUAD   -  LINCOLN (2017)
 LG1320
 LG1320                         *CURRENT SURVEY CONTROL
 LG1320  ______________________________________________________________________
 LG1320* NAD 83(1986) POSITION- 40 46 09.9    (N) 096 40 25.5    (W)   HD_HELD2
 LG1320* NAVD 88 ORTHO HEIGHT -   369.260 (meters)     1211.48  (feet) ADJUSTED
 LG1320  ______________________________________________________________________
 LG1320  GEOID HEIGHT    -        -25.918 (meters)                     GEOID18
 LG1320  DYNAMIC HEIGHT  -        369.100 (meters)     1210.96  (feet) COMP
 LG1320  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 LG1320
 LG1320  VERT ORDER      -  FIRST     CLASS II
 LG1320
 LG1320.The horizontal coordinates were established by autonomous hand held GPS
 LG1320.observations and have an estimated accuracy of +/- 10 meters.
 LG1320
 LG1320.The orthometric height was determined by differential leveling and
 LG1320.adjusted by the NATIONAL GEODETIC SURVEY
 LG1320.in May 1993.
 LG1320
 LG1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1320.GEOID18 height accuracy estimate available here.
 LG1320
 LG1320.Click photographs - Photos may exist for this station.
 LG1320
 LG1320.The dynamic height is computed by dividing the NAVD 88
 LG1320.geopotential number by the normal gravity value computed on the
 LG1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1320.degrees latitude (g = 980.6199 gals.).
 LG1320
 LG1320.The modeled gravity was interpolated from observed gravity values.
 LG1320
 LG1320;                    North         East    Units  Estimated Accuracy
 LG1320;SPC NE       -   109,331.      780,686.      MT  (+/- 10 meters HH2 GPS)
 LG1320
 LG1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9632915764(NAD 83)
 LG1320
 LG1320                          SUPERSEDED SURVEY CONTROL
 LG1320
 LG1320.No superseded survey control is available for this station.
 LG1320
 LG1320_MARKER: DV = VERTICAL CONTROL DISK
 LG1320_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1320_SP_SET: BUILDING
 LG1320_STAMPING: V 438 1991
 LG1320_MARK LOGO: NGS
 LG1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1320+STABILITY: POSITION/ELEVATION WELL
 LG1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1320+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 LG1320
 LG1320  HISTORY     - Date     Condition        Report By
 LG1320  HISTORY     - 1991     MONUMENTED       NGS
 LG1320  HISTORY     - 20040804 GOOD             USPSQD
 LG1320  HISTORY     - 20050730 GOOD             GEOCAC
 LG1320
 LG1320                          STATION DESCRIPTION
 LG1320
 LG1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1320'IN LINCOLN, SET VERTICALLY IN THE EAST FACE OF THE PIONEER PLAZA AT
 LG1320'3201 PIONEERS BOULEVARD, 58.5 M (191.9 FT) SOUTH OF THE CENTERLINE OF
 LG1320'THE BOULEVARD, 43.8 M (143.7 FT) NORTH OF THE CENTERLINE OF THE
 LG1320'WESTBOUND LANES OF U.S. HIGHWAY 2, 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 LG1320'THE GROUND, AND 0.7 M (2.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 LG1320'BUILDING.
 LG1320
 LG1320                          STATION RECOVERY (2004)
 LG1320
 LG1320'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1320'RECOVERED IN GOOD CONDITION.
 LG1320
 LG1320                          STATION RECOVERY (2005)
 LG1320
 LG1320'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1345 ***********************************************************************
 LG1345  DESIGNATION -  V 439
 LG1345  PID         -  LG1345
 LG1345  STATE/COUNTY-  NE/OTOE
 LG1345  COUNTRY     -  US
 LG1345  USGS QUAD   -  SYRACUSE (2017)
 LG1345
 LG1345                         *CURRENT SURVEY CONTROL
 LG1345  ______________________________________________________________________
 LG1345* NAD 83(1986) POSITION- 40 40 06.     (N) 096 09 53.     (W)   SCALED
 LG1345* NAVD 88 ORTHO HEIGHT -   333.850 (meters)     1095.31  (feet) ADJUSTED
 LG1345  ______________________________________________________________________
 LG1345  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 LG1345  DYNAMIC HEIGHT  -        333.682 (meters)     1094.76  (feet) COMP
 LG1345  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 LG1345
 LG1345  VERT ORDER      -  FIRST     CLASS II
 LG1345
 LG1345.The horizontal coordinates were scaled from a map and have
 LG1345.an estimated accuracy of +/- 6 seconds.
 LG1345
 LG1345.The orthometric height was determined by differential leveling and
 LG1345.adjusted by the NATIONAL GEODETIC SURVEY
 LG1345.in May 1993.
 LG1345
 LG1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1345.GEOID18 height accuracy estimate available here.
 LG1345
 LG1345.Click photographs - Photos may exist for this station.
 LG1345
 LG1345.The dynamic height is computed by dividing the NAVD 88
 LG1345.geopotential number by the normal gravity value computed on the
 LG1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1345.degrees latitude (g = 980.6199 gals.).
 LG1345
 LG1345.The modeled gravity was interpolated from observed gravity values.
 LG1345
 LG1345;                    North         East    Units  Estimated Accuracy
 LG1345;SPC NE       -    99,900.      824,110.      MT  (+/- 180 meters Scaled)
 LG1345
 LG1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL396058(NAD 83)
 LG1345
 LG1345                          SUPERSEDED SURVEY CONTROL
 LG1345
 LG1345.No superseded survey control is available for this station.
 LG1345
 LG1345_MARKER: DV = VERTICAL CONTROL DISK
 LG1345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1345_SP_SET: ABUTMENT
 LG1345_STAMPING: V 439 1991
 LG1345_MARK LOGO: NGS
 LG1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1345+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2020
 LG1345
 LG1345  HISTORY     - Date     Condition        Report By
 LG1345  HISTORY     - 1991     MONUMENTED       NGS
 LG1345  HISTORY     - 20200831 GOOD             NEGS
 LG1345
 LG1345                          STATION DESCRIPTION
 LG1345
 LG1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1345'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1345'STATE HIGHWAY 50 IN SYRACUSE, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF
 LG1345'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LG1345'48761 SPANNING BROWNELL CREEK, 7.1 M (23.3 FT) NORTH OF THE HIGHWAY
 LG1345'CENTERLINE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LG1345'(0.3 FT) EAST OF THE NORTHWEST CORNER OF THE ABUTMENT.
 LG1345
 LG1345                          STATION RECOVERY (2020)
 LG1345
 LG1345'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1345'TO REACH FROM NE. HIGHWAY 2 AND NE. HIGHWAY 50 IN SYRACUSE, NE., GO
 LG1345'SOUTH ON NE. HIGHWAY 50 FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF
 LG1345'COUNTY ROAD I.  TURN LEFT AND GO EAST ON COUNTY ROAD I (OLD HIGHWAY 2)
 LG1345'FOR 0.74 MI (1.19 KM) TO A BRIDGE AND THE MARK ON THE NORTHEAST CORNER
 LG1345'OF THE BRIDGE ON THE CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1384 ***********************************************************************
 LG1384  DESIGNATION -  V 440
 LG1384  PID         -  LG1384
 LG1384  STATE/COUNTY-  NE/LANCASTER
 LG1384  COUNTRY     -  US
 LG1384  USGS QUAD   -  WALTON (2017)
 LG1384
 LG1384                         *CURRENT SURVEY CONTROL
 LG1384  ______________________________________________________________________
 LG1384* NAD 83(1986) POSITION- 40 50 04.     (N) 096 36 21.     (W)   SCALED
 LG1384* NAVD 88 ORTHO HEIGHT -   374.161 (meters)     1227.56  (feet) ADJUSTED
 LG1384  ______________________________________________________________________
 LG1384  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 LG1384  DYNAMIC HEIGHT  -        374.003 (meters)     1227.04  (feet) COMP
 LG1384  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 LG1384
 LG1384  VERT ORDER      -  FIRST     CLASS II
 LG1384
 LG1384.The horizontal coordinates were scaled from a map and have
 LG1384.an estimated accuracy of +/- 6 seconds.
 LG1384
 LG1384.The orthometric height was determined by differential leveling and
 LG1384.adjusted by the NATIONAL GEODETIC SURVEY
 LG1384.in May 1993.
 LG1384
 LG1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1384.GEOID18 height accuracy estimate available here.
 LG1384
 LG1384.Click photographs - Photos may exist for this station.
 LG1384
 LG1384.The dynamic height is computed by dividing the NAVD 88
 LG1384.geopotential number by the normal gravity value computed on the
 LG1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1384.degrees latitude (g = 980.6199 gals.).
 LG1384
 LG1384.The modeled gravity was interpolated from observed gravity values.
 LG1384
 LG1384;                    North         East    Units  Estimated Accuracy
 LG1384;SPC NE       -   116,770.      786,130.      MT  (+/- 180 meters Scaled)
 LG1384
 LG1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL018231(NAD 83)
 LG1384
 LG1384                          SUPERSEDED SURVEY CONTROL
 LG1384
 LG1384.No superseded survey control is available for this station.
 LG1384
 LG1384_MARKER: I = METAL ROD
 LG1384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1384_STAMPING: V 440 1992
 LG1384_MARK LOGO: NGS
 LG1384_PROJECTION: FLUSH
 LG1384_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1384+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1384_ROD/PIPE-DEPTH: 5.8 meters
 LG1384
 LG1384  HISTORY     - Date     Condition        Report By
 LG1384  HISTORY     - 1992     MONUMENTED       NGS
 LG1384
 LG1384                          STATION DESCRIPTION
 LG1384
 LG1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1384'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1384'OFFICE IN LINCOLN, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG NORTH 84TH
 LG1384'STREET, 12.0 M (39.4 FT) WEST OF THE STREET CENTERLINE, 8.5 M
 LG1384'(27.9 FT) NORTH OF THE CENTER OF A DRIVEWAY AND GATE LEADING TO A
 LG1384'SUBSTATION, 1.7 M (5.6 FT) SOUTH OF THE NORTH LEG OF A DOUBLE UTILITY
 LG1384'POLE, 1.2 M (3.9 FT) NORTH OF THE SOUTH LEG OF THE POLE, 1.1 M
 LG1384'(3.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.9 M (3.0 FT) EAST OF A
 LG1384'WITNESS POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT
 LG1384'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ7683 ***********************************************************************
 AJ7683  DESIGNATION -  V 440 RESET
 AJ7683  PID         -  AJ7683
 AJ7683  STATE/COUNTY-  NE/LANCASTER
 AJ7683  COUNTRY     -  US
 AJ7683  USGS QUAD   -  WALTON (2017)
 AJ7683
 AJ7683                         *CURRENT SURVEY CONTROL
 AJ7683  ______________________________________________________________________
 AJ7683* NAD 83(1986) POSITION- 40 50 06.6    (N) 096 36 22.0    (W)   HD_HELD2
 AJ7683* NAVD 88 ORTHO HEIGHT -   371.33  (meters)     1218.3   (feet) RESET
 AJ7683  ______________________________________________________________________
 AJ7683  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 AJ7683  VERT ORDER      -  THIRD
 AJ7683
 AJ7683.The horizontal coordinates were established by autonomous hand held GPS
 AJ7683.observations and have an estimated accuracy of +/- 10 meters.
 AJ7683
 AJ7683.The orthometric height was computed from unverified reset data.
 AJ7683
 AJ7683.No vertical observational check was made to the station.
 AJ7683
 AJ7683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7683.GEOID18 height accuracy estimate available here.
 AJ7683
 AJ7683.Click photographs - Photos may exist for this station.
 AJ7683
 AJ7683;                    North         East    Units  Estimated Accuracy
 AJ7683;SPC NE       -   116,847.      786,104.      MT  (+/- 10 meters HH2 GPS)
 AJ7683
 AJ7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0183923217(NAD 83)
 AJ7683
 AJ7683                          SUPERSEDED SURVEY CONTROL
 AJ7683
 AJ7683.No superseded survey control is available for this station.
 AJ7683
 AJ7683_MARKER: DV = VERTICAL CONTROL DISK
 AJ7683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7683_STAMPING: V 440 RESET 2001
 AJ7683_MARK LOGO: NGS
 AJ7683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7683+STABILITY: SURFACE MOTION
 AJ7683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7683+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 AJ7683
 AJ7683  HISTORY     - Date     Condition        Report By
 AJ7683  HISTORY     - 2001     MONUMENTED       NEDR
 AJ7683  HISTORY     - 20031025 GOOD             INDIV
 AJ7683  HISTORY     - 20031026 GOOD             NEDR
 AJ7683
 AJ7683                          STATION DESCRIPTION
 AJ7683
 AJ7683'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (PS)
 AJ7683'LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 84TH STREET AND
 AJ7683'LEIGHTON AVE IN NORTHEAST LINCOLN.  AT THE NORTHEAST CORNER OF A
 AJ7683'SUBSTATION.  8.9 FEET (2.7 M) OF A CHAIN LINK FENCE CORNER POST, AND
 AJ7683'3.3 FEET (1.0 M) SOUTHWEST OF A FIBERGLASS WITNESS POST MARK IS 0.10
 AJ7683'FOOT (3.05 CM) BELOW GROUND LEVEL.
 AJ7683
 AJ7683                          STATION RECOVERY (2003)
 AJ7683
 AJ7683'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DB)
 AJ7683'PLEASE NOTE....
 AJ7683'
 AJ7683'AS PER THE DEPARTMENT OF ROADS, THE PUBLISHED ELEVATION FOR V 440
 AJ7683'RESET IS INCORRECT.  THE ELEVATION SHOULD BE 1218.266.  SOME HOW THE
 AJ7683'ELEVATION GOT STATED WRONG.
 AJ7683
 AJ7683                          STATION RECOVERY (2003)
 AJ7683
 AJ7683'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KM)
 AJ7683'THE MARK WAS FOUND IN GOOD CONDITION.  NOTE--AT THE NORTH EAST CORNER
 AJ7683'OF THE L E S SUBSTATION.  45.0 FEET (13.7 M) WEST OF THE CENTERLINE OF
 AJ7683'SOUTH BOUND 84TH STREET.  55.5 FEET (16.9 M) SOUTH OF THE CENTERLINE
 AJ7683'OF LEIGHTON AVENUE AND NEAR THE EAST 1/4 CORNER OF SECTION 15T 10N
 AJ7683'R7E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2457 ***********************************************************************
 AI2457  DESIGNATION -  V 441
 AI2457  PID         -  AI2457
 AI2457  STATE/COUNTY-  NE/PIERCE
 AI2457  COUNTRY     -  US
 AI2457  USGS QUAD   -  PIERCE NW (2017)
 AI2457
 AI2457                         *CURRENT SURVEY CONTROL
 AI2457  ______________________________________________________________________
 AI2457* NAD 83(1986) POSITION- 42 12 21.     (N) 097 44 18.     (W)   SCALED
 AI2457* NAVD 88 ORTHO HEIGHT -   532.025 (meters)     1745.49  (feet) ADJUSTED
 AI2457  ______________________________________________________________________
 AI2457  GEOID HEIGHT    -        -24.818 (meters)                     GEOID18
 AI2457  DYNAMIC HEIGHT  -        531.823 (meters)     1744.82  (feet) COMP
 AI2457  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 AI2457
 AI2457  VERT ORDER      -  SECOND    CLASS I
 AI2457
 AI2457.The horizontal coordinates were scaled from a map and have
 AI2457.an estimated accuracy of +/- 6 seconds.
 AI2457
 AI2457.The orthometric height was determined by differential leveling and
 AI2457.adjusted by the NATIONAL GEODETIC SURVEY
 AI2457.in July 2002.
 AI2457
 AI2457.No vertical observational check was made to the station.
 AI2457
 AI2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2457.GEOID18 height accuracy estimate available here.
 AI2457
 AI2457.Click photographs - Photos may exist for this station.
 AI2457
 AI2457.The dynamic height is computed by dividing the NAVD 88
 AI2457.geopotential number by the normal gravity value computed on the
 AI2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2457.degrees latitude (g = 980.6199 gals.).
 AI2457
 AI2457.The modeled gravity was interpolated from observed gravity values.
 AI2457
 AI2457;                    North         East    Units  Estimated Accuracy
 AI2457;SPC NE       -   265,860.      686,710.      MT  (+/- 180 meters Scaled)
 AI2457
 AI2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM041734(NAD 83)
 AI2457
 AI2457                          SUPERSEDED SURVEY CONTROL
 AI2457
 AI2457.No superseded survey control is available for this station.
 AI2457
 AI2457_MARKER: F = FLANGE-ENCASED ROD
 AI2457_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2457_STAMPING: V 441 1999
 AI2457_MARK LOGO: NGS
 AI2457_PROJECTION: FLUSH
 AI2457_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2457+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2013
 AI2457_ROD/PIPE-DEPTH: 12.8 meters
 AI2457_SLEEVE-DEPTH  : 0.9 meters
 AI2457
 AI2457  HISTORY     - Date     Condition        Report By
 AI2457  HISTORY     - 1999     MONUMENTED       NGS
 AI2457  HISTORY     - 20130423 GOOD             JEOCON
 AI2457  HISTORY     - 20130429 GOOD             JEOCON
 AI2457
 AI2457                          STATION DESCRIPTION
 AI2457
 AI2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2457'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2457'IN PIERCE, THENCE 16.7 KM (10.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2457'37.6 M (123.4 FT) WEST OF THE CENTER OF 539 AVENUE, 11.0 M (36.1 FT)
 AI2457'NORTH OF THE ROAD CENTERLINE, 10.8 M (35.4 FT) EAST OF A UTILITY POLE,
 AI2457'8.5 M (27.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT)
 AI2457'SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AI2457'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AI2457'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AI2457'MARK.  THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 AI2457
 AI2457                          STATION RECOVERY (2013)
 AI2457
 AI2457'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (BJF)
 AI2457'RECOVERED IN GOOD CONDITION.
 AI2457
 AI2457                          STATION RECOVERY (2013)
 AI2457
 AI2457'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 AI2457'REAL TIME NETWORK VRS OBSERVATION.
 AI2457'N42 12'22.50070''   W97 44'17.2075''
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0535 ***********************************************************************
 LH0535  DESIGNATION -  V 5
 LH0535  PID         -  LH0535
 LH0535  STATE/COUNTY-  NE/BUFFALO
 LH0535  COUNTRY     -  US
 LH0535  USGS QUAD   -  ELM CREEK WEST (2017)
 LH0535
 LH0535                         *CURRENT SURVEY CONTROL
 LH0535  ______________________________________________________________________
 LH0535* NAD 83(1986) POSITION- 40 42 58.     (N) 099 22 35.     (W)   SCALED
 LH0535* NAVD 88 ORTHO HEIGHT -   689.889 (meters)     2263.41  (feet) ADJUSTED
 LH0535  ______________________________________________________________________
 LH0535  GEOID HEIGHT    -        -24.311 (meters)                     GEOID18
 LH0535  DYNAMIC HEIGHT  -        689.483 (meters)     2262.08  (feet) COMP
 LH0535  MODELED GRAVITY -    980,013.9   (mgal)                       NAVD 88
 LH0535
 LH0535  VERT ORDER      -  FIRST     CLASS II
 LH0535
 LH0535.The horizontal coordinates were scaled from a map and have
 LH0535.an estimated accuracy of +/- 6 seconds.
 LH0535
 LH0535.The orthometric height was determined by differential leveling and
 LH0535.adjusted by the NATIONAL GEODETIC SURVEY
 LH0535.in May 1993.
 LH0535
 LH0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0535.GEOID18 height accuracy estimate available here.
 LH0535
 LH0535.Click photographs - Photos may exist for this station.
 LH0535
 LH0535.The dynamic height is computed by dividing the NAVD 88
 LH0535.geopotential number by the normal gravity value computed on the
 LH0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0535.degrees latitude (g = 980.6199 gals.).
 LH0535
 LH0535.The modeled gravity was interpolated from observed gravity values.
 LH0535
 LH0535;                    North         East    Units  Estimated Accuracy
 LH0535;SPC NE       -    98,200.      552,680.      MT  (+/- 180 meters Scaled)
 LH0535
 LH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML682073(NAD 83)
 LH0535
 LH0535                          SUPERSEDED SURVEY CONTROL
 LH0535
 LH0535  NAVD 88 (06/15/91)  689.907  (m)         2263.47   (f) SUPERSEDED  1 2
 LH0535  NGVD 29 (02/14/92)  689.624  (m)         2262.54   (f) ADJUSTED    1 2
 LH0535  NGVD 29 (??/??/87)  689.644  (m)         2262.61   (f) SUPERSEDED  1 2
 LH0535
 LH0535.Superseded values are not recommended for survey control.
 LH0535
 LH0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0535.See file dsdata.pdf to determine how the superseded data were derived.
 LH0535
 LH0535_MARKER: DB = BENCH MARK DISK
 LH0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0535_STAMPING: V 5 1933 2262.607
 LH0535_MARK LOGO: CGS
 LH0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0535+STABILITY: SURFACE MOTION
 LH0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0535+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0535
 LH0535  HISTORY     - Date     Condition        Report By
 LH0535  HISTORY     - 1933     MONUMENTED       CGS
 LH0535  HISTORY     - 1943     GOOD             CGS
 LH0535  HISTORY     - 19910920 GOOD             NGS
 LH0535  HISTORY     - 19971201 GOOD             LOCENG
 LH0535
 LH0535                          STATION DESCRIPTION
 LH0535
 LH0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0535'AT ELM CREEK.
 LH0535'AT ELM CREEK, BUFFALO COUNTY, ABOUT 154 FEET WEST OF THE WEST
 LH0535'END OF THE UNION PACIFIC RAILROAD STATION, ABOUT 20 POLES EAST
 LH0535'OF MILEPOST 205, ABOUT 69 FEET WEST OF A GRAVEL-STREET CROSSING,
 LH0535'56.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 LH0535'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 LH0535'2262.607 V 5 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LH0535'ABOUT 4 INCHES ABOVE GROUND.
 LH0535
 LH0535                          STATION RECOVERY (1943)
 LH0535
 LH0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LH0535'RECOVERED IN GOOD CONDITION.
 LH0535
 LH0535                          STATION RECOVERY (1991)
 LH0535
 LH0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0535'IN ELM CREEK, AT THE INTERSECTION OF CHURCH STREET AND THE UNION
 LH0535'PACIFIC RAILROAD, 26.6 M (87.3 FT) NORTH OF THE CENTER OF PACIFIC
 LH0535'DRIVE, 20.8 M (68.2 FT) WEST OF THE CENTER OF THE STREET, 17.4 M
 LH0535'(57.1 FT) SOUTH OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LH0535'THE TRACK, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 LH0535'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LH0535
 LH0535                          STATION RECOVERY (1997)
 LH0535
 LH0535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (RD)
 LH0535'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0535'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1124 ***********************************************************************
 AI1124  DESIGNATION -  V 5 RESET
 AI1124  PID         -  AI1124
 AI1124  STATE/COUNTY-  NE/BUFFALO
 AI1124  COUNTRY     -  US
 AI1124  USGS QUAD   -  ELM CREEK WEST (2017)
 AI1124
 AI1124                         *CURRENT SURVEY CONTROL
 AI1124  ______________________________________________________________________
 AI1124* NAD 83(1986) POSITION- 40 42 58.     (N) 099 22 35.     (W)   SCALED
 AI1124* NAVD 88 ORTHO HEIGHT -   689.88  (meters)     2263.4   (feet) RESET
 AI1124  ______________________________________________________________________
 AI1124  GEOID HEIGHT    -        -24.311 (meters)                     GEOID18
 AI1124  VERT ORDER      -  THIRD
 AI1124
 AI1124.The horizontal coordinates were scaled from a map and have
 AI1124.an estimated accuracy of +/- 6 seconds.
 AI1124
 AI1124.The orthometric height was computed from unverified reset data.
 AI1124
 AI1124.No vertical observational check was made to the station.
 AI1124
 AI1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1124.GEOID18 height accuracy estimate available here.
 AI1124
 AI1124.Click photographs - Photos may exist for this station.
 AI1124
 AI1124;                    North         East    Units  Estimated Accuracy
 AI1124;SPC NE       -    98,200.      552,680.      MT  (+/- 180 meters Scaled)
 AI1124
 AI1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML682073(NAD 83)
 AI1124
 AI1124                          SUPERSEDED SURVEY CONTROL
 AI1124
 AI1124.No superseded survey control is available for this station.
 AI1124
 AI1124_MARKER: DV = VERTICAL CONTROL DISK
 AI1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1124_STAMPING: V-5 RESET 1997
 AI1124_MARK LOGO: NGS
 AI1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1124+STABILITY: SURFACE MOTION
 AI1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1124+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1124
 AI1124  HISTORY     - Date     Condition        Report By
 AI1124  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI1124
 AI1124                          STATION DESCRIPTION
 AI1124
 AI1124'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 AI1124'AT ELM CREEK, 0.45 MI (0.72 KM) EAST OF THE JUNCTION OF U.S.  HIGHWAYS
 AI1124'30 AND 183, AT THE INTERSECTION OF HIGHWAY 30 AND CHURCH STREET, ON
 AI1124'UNION PACIFIC RAILROAD RIGHT-OF-WAY, IN THE SE1/4, SEC28, T9N, R18W,
 AI1124'85.0 M (278.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32.0 M
 AI1124'(105.0 FT) NORTH-NORTHWEST OF A NAIL IN A POWER POLE WITH A LIGHT,
 AI1124'26.0 M (85.3 FT) SOUTH OF THE SOUTHERNMOST RAIL OF THE SOUTH SET OF
 AI1124'TRACKS, 22.66 M (74.34 FT) NORTHWEST OF THE TOP OF A FIRE HYDRANT,
 AI1124'19.8 M (65.0 FT) WEST OF THE CENTERLINE OF CHURCH STREET, 13.3 M (43.6
 AI1124'FT) NORTH OF THE EXTENDED CENTERLINE OF PACIFIC DRIVE, LEADING WEST,
 AI1124'2.0 M (6.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF PACIFIC DRIVE
 AI1124'LEADING EAST AND 0.72 M (2.36 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0171 ***********************************************************************
 MN0171  DESIGNATION -  V 50
 MN0171  PID         -  MN0171
 MN0171  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0171  COUNTRY     -  US
 MN0171  USGS QUAD   -  MINATARE (2017)
 MN0171
 MN0171                         *CURRENT SURVEY CONTROL
 MN0171  ______________________________________________________________________
 MN0171* NAD 83(1986) POSITION- 41 48 28.     (N) 103 30 12.     (W)   SCALED
 MN0171* NAVD 88 ORTHO HEIGHT -  1165.558 (meters)     3824.00  (feet) ADJUSTED
 MN0171  ______________________________________________________________________
 MN0171  GEOID HEIGHT    -        -19.322 (meters)                     GEOID18
 MN0171  DYNAMIC HEIGHT  -       1164.798 (meters)     3821.51  (feet) COMP
 MN0171  MODELED GRAVITY -    979,931.8   (mgal)                       NAVD 88
 MN0171
 MN0171  VERT ORDER      -  SECOND    CLASS 0
 MN0171
 MN0171.The horizontal coordinates were scaled from a map and have
 MN0171.an estimated accuracy of +/- 6 seconds.
 MN0171
 MN0171.The orthometric height was determined by differential leveling and
 MN0171.adjusted by the NATIONAL GEODETIC SURVEY
 MN0171.in June 1991.
 MN0171
 MN0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0171.GEOID18 height accuracy estimate available here.
 MN0171
 MN0171.Click photographs - Photos may exist for this station.
 MN0171
 MN0171.The dynamic height is computed by dividing the NAVD 88
 MN0171.geopotential number by the normal gravity value computed on the
 MN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0171.degrees latitude (g = 980.6199 gals.).
 MN0171
 MN0171.The modeled gravity was interpolated from observed gravity values.
 MN0171
 MN0171;                    North         East    Units  Estimated Accuracy
 MN0171;SPC NE       -   225,110.      209,050.      MT  (+/- 180 meters Scaled)
 MN0171
 MN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG243295(NAD 83)
 MN0171
 MN0171                          SUPERSEDED SURVEY CONTROL
 MN0171
 MN0171  NGVD 29 (??/??/92) 1164.917  (m)         3821.90   (f) ADJ UNCH    2 0
 MN0171
 MN0171.Superseded values are not recommended for survey control.
 MN0171
 MN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0171.See file dsdata.pdf to determine how the superseded data were derived.
 MN0171
 MN0171_MARKER: DB = BENCH MARK DISK
 MN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0171_STAMPING: V 50 1934
 MN0171_MARK LOGO: CGS
 MN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0171+STABILITY: SURFACE MOTION
 MN0171
 MN0171  HISTORY     - Date     Condition        Report By
 MN0171  HISTORY     - 1934     MONUMENTED       CGS
 MN0171  HISTORY     - 1958     GOOD             CGS
 MN0171  HISTORY     - 20100422 MARK NOT FOUND   AEROME
 MN0171
 MN0171                          STATION DESCRIPTION
 MN0171
 MN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0171'AT MINATARE.
 MN0171'AT MINATARE, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON
 MN0171'AND QUINCY RAILROAD, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 22,
 MN0171'67.5 FEET NORTH OF THE NORTHWEST CORNER OF THE STATION, 113.2
 MN0171'FEET NORTH OF THE NORTH MAIN TRACK, 16 FEET SOUTH OF A POPLAR
 MN0171'TREE AND 38 FEET EAST OF THE NORTHEAST CORNER OF THE FOUNDATION
 MN0171'OF A GRAIN ELEVATOR.  A STANDARD DISK, STAMPED V 50 1934 AND
 MN0171'SET IN THE TOP OF A CONCRETE POST.
 MN0171
 MN0171                          STATION RECOVERY (1958)
 MN0171
 MN0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MN0171'RECOVERED IN GOOD CONDITION.
 MN0171
 MN0171                          STATION RECOVERY (2010)
 MN0171
 MN0171'RECOVERY NOTE BY AERO METRIC INC 2010
 MN0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0121 ***********************************************************************
 MN0121  DESIGNATION -  V 51
 MN0121  PID         -  MN0121
 MN0121  STATE/COUNTY-  NE/MORRILL
 MN0121  COUNTRY     -  US
 MN0121  USGS QUAD   -  TAR VALLEY SW (2017)
 MN0121
 MN0121                         *CURRENT SURVEY CONTROL
 MN0121  ______________________________________________________________________
 MN0121* NAD 83(1986) POSITION- 41 30 47.     (N) 102 39 08.     (W)   SCALED
 MN0121* NAVD 88 ORTHO HEIGHT -  1073.617 (meters)     3522.36  (feet) ADJUSTED
 MN0121  ______________________________________________________________________
 MN0121  GEOID HEIGHT    -        -19.830 (meters)                     GEOID18
 MN0121  DYNAMIC HEIGHT  -       1072.943 (meters)     3520.15  (feet) COMP
 MN0121  MODELED GRAVITY -    979,959.2   (mgal)                       NAVD 88
 MN0121
 MN0121  VERT ORDER      -  SECOND    CLASS 0
 MN0121
 MN0121.The horizontal coordinates were scaled from a map and have
 MN0121.an estimated accuracy of +/- 6 seconds.
 MN0121
 MN0121.The orthometric height was determined by differential leveling and
 MN0121.adjusted by the NATIONAL GEODETIC SURVEY
 MN0121.in June 1991.
 MN0121
 MN0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0121.GEOID18 height accuracy estimate available here.
 MN0121
 MN0121.Click photographs - Photos may exist for this station.
 MN0121
 MN0121.The dynamic height is computed by dividing the NAVD 88
 MN0121.geopotential number by the normal gravity value computed on the
 MN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0121.degrees latitude (g = 980.6199 gals.).
 MN0121
 MN0121.The modeled gravity was interpolated from observed gravity values.
 MN0121
 MN0121;                    North         East    Units  Estimated Accuracy
 MN0121;SPC NE       -   189,890.      278,700.      MT  (+/- 180 meters Scaled)
 MN0121
 MN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF959983(NAD 83)
 MN0121
 MN0121                          SUPERSEDED SURVEY CONTROL
 MN0121
 MN0121  NGVD 29 (??/??/92) 1073.088  (m)         3520.62   (f) ADJ UNCH    2 0
 MN0121
 MN0121.Superseded values are not recommended for survey control.
 MN0121
 MN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0121.See file dsdata.pdf to determine how the superseded data were derived.
 MN0121
 MN0121_MARKER: DB = BENCH MARK DISK
 MN0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0121_STAMPING: V 51 1934
 MN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0121+STABILITY: SURFACE MOTION
 MN0121
 MN0121  HISTORY     - Date     Condition        Report By
 MN0121  HISTORY     - 1934     MONUMENTED       CGS
 MN0121  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0121
 MN0121                          STATION DESCRIPTION
 MN0121
 MN0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0121'2 MI NW FROM LISCO.
 MN0121'IN MORRILL COUNTY, ABOUT 2.0 MILES NORTHWEST ALONG THE
 MN0121'UNION PACIFIC RAILROAD FROM THE STATION AT LISCO, GARDEN COUNTY,
 MN0121'ABOUT 0.4 MILE NORTHWEST OF MILEPOST 88, 44 FEET SOUTHWEST OF THE
 MN0121'SOUTHWEST RAIL, 129 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 MN0121'HIGHWAY 26, AND SOUTHEAST OF A LARGE ROCK OUTCROP NORTHEAST
 MN0121'OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 51 1934 AND SET IN
 MN0121'THE TOP OF A CONCRETE POST.
 MN0121
 MN0121                          STATION RECOVERY (1971)
 MN0121
 MN0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0121'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0003 ***********************************************************************
 MN0003  DESIGNATION -  V 53
 MN0003  PID         -  MN0003
 MN0003  STATE/COUNTY-  NE/GARDEN
 MN0003  COUNTRY     -  US
 MN0003  USGS QUAD   -  CRESCENT LAKE SE (2017)
 MN0003
 MN0003                         *CURRENT SURVEY CONTROL
 MN0003  ______________________________________________________________________
 MN0003* NAD 83(1986) POSITION- 41 34 34.39   (N) 102 20 50.91   (W)   HD_HELD1
 MN0003* NAVD 88 ORTHO HEIGHT -  1166.688 (meters)     3827.71  (feet) ADJUSTED
 MN0003  ______________________________________________________________________
 MN0003  GEOID HEIGHT    -        -19.794 (meters)                     GEOID18
 MN0003  DYNAMIC HEIGHT  -       1165.963 (meters)     3825.33  (feet) COMP
 MN0003  MODELED GRAVITY -    979,961.4   (mgal)                       NAVD 88
 MN0003
 MN0003  VERT ORDER      -  SECOND    CLASS 0
 MN0003
 MN0003.The horizontal coordinates were determined by differentially corrected
 MN0003.hand held GPS observations or other comparable positioning techniques
 MN0003.and have an estimated accuracy of +/- 3 meters.
 MN0003
 MN0003.The orthometric height was determined by differential leveling and
 MN0003.adjusted by the NATIONAL GEODETIC SURVEY
 MN0003.in June 1991.
 MN0003
 MN0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0003.GEOID18 height accuracy estimate available here.
 MN0003
 MN0003.Click photographs - Photos may exist for this station.
 MN0003
 MN0003.The dynamic height is computed by dividing the NAVD 88
 MN0003.geopotential number by the normal gravity value computed on the
 MN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0003.degrees latitude (g = 980.6199 gals.).
 MN0003
 MN0003.The modeled gravity was interpolated from observed gravity values.
 MN0003
 MN0003;                    North         East    Units  Estimated Accuracy
 MN0003;SPC NE       -   196,161.2     304,315.6     MT  (+/- 3 meters HH1 GPS) 
 MN0003
 MN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2113606124(NAD 83)
 MN0003
 MN0003                          SUPERSEDED SURVEY CONTROL
 MN0003
 MN0003  NGVD 29 (??/??/92) 1166.169  (m)         3826.01   (f) ADJ UNCH    2 0
 MN0003
 MN0003.Superseded values are not recommended for survey control.
 MN0003
 MN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0003.See file dsdata.pdf to determine how the superseded data were derived.
 MN0003
 MN0003_MARKER: DB = BENCH MARK DISK
 MN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0003_STAMPING: V 53 1934
 MN0003_MARK LOGO: CGS
 MN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0003+STABILITY: SURFACE MOTION
 MN0003
 MN0003  HISTORY     - Date     Condition        Report By
 MN0003  HISTORY     - 1934     MONUMENTED       CGS
 MN0003  HISTORY     - 1938     GOOD             CGS
 MN0003
 MN0003                          STATION DESCRIPTION
 MN0003
 MN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0003'12.1 MI N FROM OSHKOSH.
 MN0003'12.1 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0003'OSHKOSH, GARDEN COUNTY, 0.3 MILE SOUTH OF A FARMHOUSE, 60 FEET
 MN0003'WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE
 MN0003'RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF AN EAST-AND-WEST FENCE.
 MN0003'A STANDARD DISK, STAMPED V 53 1934 AND SET IN THE TOP OF A
 MN0003'CONCRETE POST.
 MN0003
 MN0003                          STATION RECOVERY (1938)
 MN0003
 MN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0233 ***********************************************************************
 MN0233  DESIGNATION -  V 54
 MN0233  PID         -  MN0233
 MN0233  STATE/COUNTY-  NE/BANNER
 MN0233  COUNTRY     -  US
 MN0233  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0233
 MN0233                         *CURRENT SURVEY CONTROL
 MN0233  ______________________________________________________________________
 MN0233* NAD 83(1986) POSITION- 41 25 18.     (N) 103 41 50.     (W)   SCALED
 MN0233* NAVD 88 ORTHO HEIGHT -  1497.602 (meters)     4913.38  (feet) ADJUSTED
 MN0233  ______________________________________________________________________
 MN0233  GEOID HEIGHT    -        -18.819 (meters)                     GEOID18
 MN0233  DYNAMIC HEIGHT  -       1496.495 (meters)     4909.75  (feet) COMP
 MN0233  MODELED GRAVITY -    979,831.8   (mgal)                       NAVD 88
 MN0233
 MN0233  VERT ORDER      -  SECOND    CLASS 0
 MN0233
 MN0233.The horizontal coordinates were scaled from a map and have
 MN0233.an estimated accuracy of +/- 6 seconds.
 MN0233
 MN0233.The orthometric height was determined by differential leveling and
 MN0233.adjusted by the NATIONAL GEODETIC SURVEY
 MN0233.in June 1991.
 MN0233
 MN0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0233.GEOID18 height accuracy estimate available here.
 MN0233
 MN0233.Click photographs - Photos may exist for this station.
 MN0233
 MN0233.The dynamic height is computed by dividing the NAVD 88
 MN0233.geopotential number by the normal gravity value computed on the
 MN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0233.degrees latitude (g = 980.6199 gals.).
 MN0233
 MN0233.The modeled gravity was interpolated from observed gravity values.
 MN0233
 MN0233;                    North         East    Units  Estimated Accuracy
 MN0233;SPC NE       -   182,950.      191,120.      MT  (+/- 180 meters Scaled)
 MN0233
 MN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF088863(NAD 83)
 MN0233
 MN0233                          SUPERSEDED SURVEY CONTROL
 MN0233
 MN0233  NGVD 29 (??/??/92) 1496.887  (m)         4911.04   (f) ADJ UNCH    2 0
 MN0233
 MN0233.Superseded values are not recommended for survey control.
 MN0233
 MN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0233.See file dsdata.pdf to determine how the superseded data were derived.
 MN0233
 MN0233_MARKER: DB = BENCH MARK DISK
 MN0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0233_STAMPING: V 54 1934
 MN0233_MARK LOGO: CGS
 MN0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0233+STABILITY: SURFACE MOTION
 MN0233
 MN0233  HISTORY     - Date     Condition        Report By
 MN0233  HISTORY     - 1934     MONUMENTED       CGS
 MN0233  HISTORY     - 1941     GOOD             CGS
 MN0233  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0233
 MN0233                          STATION DESCRIPTION
 MN0233
 MN0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0233'12 MI S FROM HARRISBURG.
 MN0233'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0233'AT HARRISBURG, BANNER COUNTY, ABOUT 0.1 MILE SOUTH OF A TURN IN
 MN0233'THE HIGHWAY, ABOUT 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MN0233'OF A CONCRETE CULVERT, ABOUT 75 FEET NORTH OF THE TOP OF A
 MN0233'HILL, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.0
 MN0233'FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MN0233'V 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0233
 MN0233                          STATION RECOVERY (1941)
 MN0233
 MN0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0233'RECOVERED IN GOOD CONDITION.
 MN0233
 MN0233                          STATION RECOVERY (1974)
 MN0233
 MN0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0233'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0427 ***********************************************************************
 NP0427  DESIGNATION -  V 56
 NP0427  PID         -  NP0427
 NP0427  STATE/COUNTY-  NE/SIOUX
 NP0427  COUNTRY     -  US
 NP0427  USGS QUAD   -  WHISTLE CREEK SW (2017)
 NP0427
 NP0427                         *CURRENT SURVEY CONTROL
 NP0427  ______________________________________________________________________
 NP0427* NAD 83(1986) POSITION- 42 16 39.     (N) 103 44 17.     (W)   SCALED
 NP0427* NAVD 88 ORTHO HEIGHT -  1459.409 (meters)     4788.08  (feet) POSTED
 NP0427  ______________________________________________________________________
 NP0427  GEOID HEIGHT    -        -17.748 (meters)                     GEOID18
 NP0427  DYNAMIC HEIGHT  -       1458.46  (meters)     4785.0   (feet) COMP
 NP0427  MODELED GRAVITY -    979,919.2   (mgal)                       NAVD 88
 NP0427
 NP0427  VERT ORDER      -  * POSTED, SEE BELOW
 NP0427
 NP0427.The horizontal coordinates were scaled from a map and have
 NP0427.an estimated accuracy of +/- 6 seconds.
 NP0427
 NP0427.The orthometric height was determined by differential leveling
 NP0427.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0427
 NP0427.* This is a POSTED BENCH MARK height.
 NP0427
 NP0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0427.GEOID18 height accuracy estimate available here.
 NP0427
 NP0427.Click photographs - Photos may exist for this station.
 NP0427
 NP0427.The dynamic height is computed by dividing the NAVD 88
 NP0427.geopotential number by the normal gravity value computed on the
 NP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0427.degrees latitude (g = 980.6199 gals.).
 NP0427
 NP0427.The modeled gravity was interpolated from observed gravity values.
 NP0427
 NP0427;                    North         East    Units  Estimated Accuracy
 NP0427;SPC NE       -   278,040.      191,820.      MT  (+/- 180 meters Scaled)
 NP0427
 NP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG040813(NAD 83)
 NP0427
 NP0427                          SUPERSEDED SURVEY CONTROL
 NP0427
 NP0427  NGVD 29 (??/??/92) 1458.647  (m)         4785.58   (f) ADJ UNCH    2 0
 NP0427
 NP0427.Superseded values are not recommended for survey control.
 NP0427
 NP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0427.See file dsdata.pdf to determine how the superseded data were derived.
 NP0427
 NP0427_MARKER: DB = BENCH MARK DISK
 NP0427_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0427_STAMPING: V 56 1934
 NP0427_MARK LOGO: CGS
 NP0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0427
 NP0427  HISTORY     - Date     Condition        Report By
 NP0427  HISTORY     - 1934     MONUMENTED       CGS
 NP0427  HISTORY     - 1938     GOOD             CGS
 NP0427  HISTORY     - 1981     POOR             USGS
 NP0427
 NP0427                          STATION DESCRIPTION
 NP0427
 NP0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0427'36.2 MI W FROM HEMINGFORD.
 NP0427'ALONG A ROAD WHICH RUNS INTO STATE HIGHWAY NO. 29 AT A POINT
 NP0427'1 MILE NORTH OF ALDINE, 36.2 MILES WEST OF THE POST OFFICE AT
 NP0427'HEMINGFORD, 2 MILES EAST OF STATE HIGHWAY NO. 29, 33 FEET NORTH
 NP0427'OF THE CENTER OF THE ROAD, 25 FEET NORTH OF THE NORTH EDGE OF A
 NP0427'CATTLE GATE, 2 FEET SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET WEST
 NP0427'OF A NORTH-SOUTH FENCE.  SET IN THE TOP OF A PRECAST CONCRETE POST.
 NP0427
 NP0427                          STATION RECOVERY (1981)
 NP0427
 NP0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0427'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0493 ***********************************************************************
 NP0493  DESIGNATION -  V 57
 NP0493  PID         -  NP0493
 NP0493  STATE/COUNTY-  NE/SIOUX
 NP0493  COUNTRY     -  US
 NP0493  USGS QUAD   -  HARRISON EAST (2017)
 NP0493
 NP0493                         *CURRENT SURVEY CONTROL
 NP0493  ______________________________________________________________________
 NP0493* NAD 83(1986) POSITION- 42 40 10.     (N) 103 51 30.     (W)   SCALED
 NP0493* NAVD 88 ORTHO HEIGHT -  1471.087 (meters)     4826.39  (feet) POSTED
 NP0493  ______________________________________________________________________
 NP0493  GEOID HEIGHT    -        -16.264 (meters)                     GEOID18
 NP0493  DYNAMIC HEIGHT  -       1470.22  (meters)     4823.5   (feet) COMP
 NP0493  MODELED GRAVITY -    979,977.1   (mgal)                       NAVD 88
 NP0493
 NP0493  VERT ORDER      -  * POSTED, SEE BELOW
 NP0493
 NP0493.The horizontal coordinates were scaled from a map and have
 NP0493.an estimated accuracy of +/- 6 seconds.
 NP0493
 NP0493.The orthometric height was determined by differential leveling
 NP0493.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0493
 NP0493.* This is a POSTED BENCH MARK height.
 NP0493
 NP0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0493.GEOID18 height accuracy estimate available here.
 NP0493
 NP0493.Click photographs - Photos may exist for this station.
 NP0493
 NP0493.The dynamic height is computed by dividing the NAVD 88
 NP0493.geopotential number by the normal gravity value computed on the
 NP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0493.degrees latitude (g = 980.6199 gals.).
 NP0493
 NP0493.The modeled gravity was interpolated from observed gravity values.
 NP0493
 NP0493;                    North         East    Units  Estimated Accuracy
 NP0493;SPC NE       -   321,960.      183,850.      MT  (+/- 180 meters Scaled)
 NP0493
 NP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH935247(NAD 83)
 NP0493
 NP0493                          SUPERSEDED SURVEY CONTROL
 NP0493
 NP0493  NGVD 29 (??/??/92) 1470.394  (m)         4824.12   (f) ADJ UNCH    2 0
 NP0493
 NP0493.Superseded values are not recommended for survey control.
 NP0493
 NP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0493.See file dsdata.pdf to determine how the superseded data were derived.
 NP0493
 NP0493_MARKER: DB = BENCH MARK DISK
 NP0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0493_STAMPING: V 57 1934
 NP0493_MARK LOGO: CGS
 NP0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0493+STABILITY: SURFACE MOTION
 NP0493
 NP0493  HISTORY     - Date     Condition        Report By
 NP0493  HISTORY     - 1934     MONUMENTED       CGS
 NP0493  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0493
 NP0493                          STATION DESCRIPTION
 NP0493
 NP0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0493'2.3 MI SE FROM HARRISON.
 NP0493'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 NP0493'AT HARRISON, SIOUX COUNTY, 38.0 FEET SOUTH OF THE CENTERLINE
 NP0493'OF THE HIGHWAY, 62 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND
 NP0493'2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NP0493'STAMPED V 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0493'NOTE-- 1951 REPORT-- THIS MARK IS COVERED WITH 6 INCHES OF
 NP0493'SAND.  NORTH AND SOUTH FENCE MOVED FARTHER EAST.
 NP0493
 NP0493                          STATION RECOVERY (1974)
 NP0493
 NP0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0423 ***********************************************************************
 NP0423  DESIGNATION -  V 58
 NP0423  PID         -  NP0423
 NP0423  STATE/COUNTY-  NE/SIOUX
 NP0423  COUNTRY     -  US
 NP0423  USGS QUAD   -  ERDMAN RANCH (2017)
 NP0423
 NP0423                         *CURRENT SURVEY CONTROL
 NP0423  ______________________________________________________________________
 NP0423* NAD 83(1986) POSITION- 42 05 02.     (N) 103 48 54.     (W)   SCALED
 NP0423* NAVD 88 ORTHO HEIGHT -  1301.034 (meters)     4268.48  (feet) POSTED
 NP0423  ______________________________________________________________________
 NP0423  GEOID HEIGHT    -        -18.231 (meters)                     GEOID18
 NP0423  DYNAMIC HEIGHT  -       1300.20  (meters)     4265.7   (feet) COMP
 NP0423  MODELED GRAVITY -    979,933.2   (mgal)                       NAVD 88
 NP0423
 NP0423  VERT ORDER      -  * POSTED, SEE BELOW
 NP0423
 NP0423.The horizontal coordinates were scaled from a map and have
 NP0423.an estimated accuracy of +/- 6 seconds.
 NP0423
 NP0423.The orthometric height was determined by differential leveling
 NP0423.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0423
 NP0423.* This is a POSTED BENCH MARK height.
 NP0423
 NP0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0423.GEOID18 height accuracy estimate available here.
 NP0423
 NP0423.Click photographs - Photos may exist for this station.
 NP0423
 NP0423.The dynamic height is computed by dividing the NAVD 88
 NP0423.geopotential number by the normal gravity value computed on the
 NP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0423.degrees latitude (g = 980.6199 gals.).
 NP0423
 NP0423.The modeled gravity was interpolated from observed gravity values.
 NP0423
 NP0423;                    North         East    Units  Estimated Accuracy
 NP0423;SPC NE       -   256,830.      184,530.      MT  (+/- 180 meters Scaled)
 NP0423
 NP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG980597(NAD 83)
 NP0423
 NP0423                          SUPERSEDED SURVEY CONTROL
 NP0423
 NP0423  NGVD 29 (??/??/92) 1300.310  (m)         4266.10   (f) ADJ UNCH    2 0
 NP0423
 NP0423.Superseded values are not recommended for survey control.
 NP0423
 NP0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0423.See file dsdata.pdf to determine how the superseded data were derived.
 NP0423
 NP0423_MARKER: DB = BENCH MARK DISK
 NP0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0423_STAMPING: V 58 1934
 NP0423_MARK LOGO: CGS
 NP0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0423+STABILITY: SURFACE MOTION
 NP0423
 NP0423  HISTORY     - Date     Condition        Report By
 NP0423  HISTORY     - 1934     MONUMENTED       CGS
 NP0423  HISTORY     - 1939     GOOD             CGS
 NP0423
 NP0423                          STATION DESCRIPTION
 NP0423
 NP0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0423'9.2 MI N FROM MITCHELL.
 NP0423'IN SOUIX COUNTY, 9.2 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0423'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 29.0 FEET
 NP0423'WEST OF THE CENTERLINE OF A CATTLE GUARD, AT A FENCE CORNER, 2.0
 NP0423'FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 2.0 FEET EAST OF THE
 NP0423'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED V 58 1934 AND
 NP0423'SET IN THE TOP OF A CONCRETE POST.
 NP0423
 NP0423                          STATION RECOVERY (1939)
 NP0423
 NP0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 NP0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0280 ***********************************************************************
 MM0280  DESIGNATION -  V 6
 MM0280  PID         -  MM0280
 MM0280  STATE/COUNTY-  NE/LINCOLN
 MM0280  COUNTRY     -  US
 MM0280  USGS QUAD   -  BRADY (2017)
 MM0280
 MM0280                         *CURRENT SURVEY CONTROL
 MM0280  ______________________________________________________________________
 MM0280* NAD 83(1986) POSITION- 41 00 01.     (N) 100 20 15.     (W)   SCALED
 MM0280* NAVD 88 ORTHO HEIGHT -   802.642 (meters)     2633.33  (feet) ADJUSTED
 MM0280  ______________________________________________________________________
 MM0280  GEOID HEIGHT    -        -22.853 (meters)                     GEOID18
 MM0280  DYNAMIC HEIGHT  -        802.165 (meters)     2631.77  (feet) COMP
 MM0280  MODELED GRAVITY -    980,002.8   (mgal)                       NAVD 88
 MM0280
 MM0280  VERT ORDER      -  FIRST     CLASS II
 MM0280
 MM0280.The horizontal coordinates were scaled from a map and have
 MM0280.an estimated accuracy of +/- 6 seconds.
 MM0280
 MM0280.The orthometric height was determined by differential leveling and
 MM0280.adjusted by the NATIONAL GEODETIC SURVEY
 MM0280.in June 1991.
 MM0280
 MM0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0280.GEOID18 height accuracy estimate available here.
 MM0280
 MM0280.Click photographs - Photos may exist for this station.
 MM0280
 MM0280.The dynamic height is computed by dividing the NAVD 88
 MM0280.geopotential number by the normal gravity value computed on the
 MM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0280.degrees latitude (g = 980.6199 gals.).
 MM0280
 MM0280.The modeled gravity was interpolated from observed gravity values.
 MM0280
 MM0280;                    North         East    Units  Estimated Accuracy
 MM0280;SPC NE       -   129,620.      471,610.      MT  (+/- 180 meters Scaled)
 MM0280
 MM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL875396(NAD 83)
 MM0280
 MM0280                          SUPERSEDED SURVEY CONTROL
 MM0280
 MM0280  NGVD 29 (??/??/92)  802.333  (m)         2632.32   (f) ADJ UNCH    1 2
 MM0280
 MM0280.Superseded values are not recommended for survey control.
 MM0280
 MM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0280.See file dsdata.pdf to determine how the superseded data were derived.
 MM0280
 MM0280_MARKER: DB = BENCH MARK DISK
 MM0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0280_STAMPING: 2632.321 V 6 1933
 MM0280_MARK LOGO: CGS
 MM0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0280+STABILITY: SURFACE MOTION
 MM0280
 MM0280  HISTORY     - Date     Condition        Report By
 MM0280  HISTORY     - 1933     MONUMENTED       CGS
 MM0280  HISTORY     - 1970     MARK NOT FOUND   NGS
 MM0280  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0280
 MM0280                          STATION DESCRIPTION
 MM0280
 MM0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0280'10.4 MI NW FROM GOTHENBURG.
 MM0280'IN LINCOLN COUNTY, ABOUT 10.4 MILES NORTHWEST ALONG THE UNION
 MM0280'PACIFIC RAILROAD FROM GOTHENBURG, DAWSON COUNTY, ABOUT 16 POLES
 MM0280'NORTHWEST OF MILEPOST 259, AT A PRIVATE-ROAD CROSSING, 34 FEET
 MM0280'EAST OF THE CENTER LINE OF THE ROAD, 45.9 FEET NORTH OF THE
 MM0280'NORTH RAIL OF THE NORTH MAIN TRACK, 81.5 FEET SOUTH OF THE
 MM0280'NORTH RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.
 MM0280'A STANDARD DISK, STAMPED 2632.321 V 6 1933 AND SET IN THE TOP
 MM0280'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0280
 MM0280                          STATION RECOVERY (1970)
 MM0280
 MM0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MM0280'MARK NOT FOUND.
 MM0280
 MM0280                          STATION RECOVERY (1986)
 MM0280
 MM0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0280'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MM0280'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0109 ***********************************************************************
 NP0109  CBN         -  This is a Cooperative Base Network Control Station.
 NP0109  DESIGNATION -  V 61
 NP0109  PID         -  NP0109
 NP0109  STATE/COUNTY-  NE/SHERIDAN
 NP0109  COUNTRY     -  US
 NP0109  USGS QUAD   -  ELLSWORTH (2017)
 NP0109
 NP0109                         *CURRENT SURVEY CONTROL
 NP0109  ______________________________________________________________________
 NP0109* NAD 83(2011) POSITION- 42 03 06.63261(N) 102 15 59.08151(W)   ADJUSTED
 NP0109* NAD 83(2011) ELLIP HT-  1178.293 (meters)        (06/27/12)   ADJUSTED
 NP0109* NAD 83(2011) EPOCH   -  2010.00
 NP0109* NAVD 88 ORTHO HEIGHT -  1197.331 (meters)     3928.24  (feet) ADJUSTED
 NP0109  ______________________________________________________________________
 NP0109  GEOID HEIGHT    -        -19.022 (meters)                     GEOID18
 NP0109  NAD 83(2011) X  - -1,007,902.757 (meters)                     COMP
 NP0109  NAD 83(2011) Y  - -4,635,714.316 (meters)                     COMP
 NP0109  NAD 83(2011) Z  -  4,250,670.590 (meters)                     COMP
 NP0109  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 NP0109  DYNAMIC HEIGHT  -       1196.631 (meters)     3925.95  (feet) COMP
 NP0109  MODELED GRAVITY -    979,995.9   (mgal)                       NAVD 88
 NP0109
 NP0109  VERT ORDER      -  SECOND    CLASS 0
 NP0109
 NP0109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NP0109  Standards:
 NP0109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NP0109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NP0109  -------------------------------------------------------------------
 NP0109  NETWORK    0.57   1.63           0.27   0.18   0.83     -0.02020200
 NP0109  -------------------------------------------------------------------
 NP0109  Click here for local accuracies and other accuracy information.
 NP0109
 NP0109.The horizontal coordinates were established by GPS observations
 NP0109.and adjusted by the National Geodetic Survey in June 2012.
 NP0109
 NP0109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NP0109.been affixed to the stable North American tectonic plate. See 
 NP0109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NP0109
 NP0109.The horizontal coordinates are valid at the epoch date displayed above
 NP0109.which is a decimal equivalence of Year/Month/Day.
 NP0109
 NP0109.The orthometric height was determined by differential leveling and
 NP0109.adjusted by the NATIONAL GEODETIC SURVEY
 NP0109.in June 1991.
 NP0109
 NP0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0109.GEOID18 height accuracy estimate available here.
 NP0109
 NP0109.Click photographs - Photos may exist for this station.
 NP0109
 NP0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0109
 NP0109.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0109
 NP0109.The ellipsoidal height was determined by GPS observations
 NP0109.and is referenced to NAD 83.
 NP0109
 NP0109.The dynamic height is computed by dividing the NAVD 88
 NP0109.geopotential number by the normal gravity value computed on the
 NP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0109.degrees latitude (g = 980.6199 gals.).
 NP0109
 NP0109.The modeled gravity was interpolated from observed gravity values.
 NP0109
 NP0109. The following values were computed from the NAD 83(2011) position.
 NP0109
 NP0109;                    North         East     Units Scale Factor Converg.
 NP0109;SPC NE       -   248,772.865   312,455.597   MT  0.99970394   -1 30 07.0
 NP0109;SPC NE       -   816,182.31  1,025,114.74   sFT  0.99970394   -1 30 07.0
 NP0109;UTM  13      - 4,659,148.200   726,214.410   MT  1.00022972   +1 49 54.3
 NP0109
 NP0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0109!SPC NE       -   0.99981523  x   0.99970394  =   0.99951922
 NP0109!UTM  13      -   0.99981523  x   1.00022972  =   1.00004491
 NP0109
 NP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2621459148(NAD 83)
 NP0109
 NP0109                          SUPERSEDED SURVEY CONTROL
 NP0109
 NP0109  NAD 83(2007)-  42 03 06.63244(N)    102 15 59.08252(W) AD(2002.00) 0
 NP0109  ELLIP H (02/10/07) 1178.320  (m)                       GP(2002.00)    
 NP0109  ELLIP H (09/24/01) 1178.304  (m)                       GP(       ) 4 1
 NP0109  NAD 83(1995)-  42 03 06.63181(N)    102 15 59.08249(W) AD(       ) B
 NP0109  ELLIP H (06/25/96) 1178.358  (m)                       GP(       ) 1 1
 NP0109  NAVD 88            1197.33   (m)         3928.2    (f) LEVELING    3  
 NP0109  NGVD 29 (??/??/92) 1196.766  (m)         3926.39   (f) ADJ UNCH    2 0
 NP0109
 NP0109.Superseded values are not recommended for survey control.
 NP0109
 NP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0109.See file dsdata.pdf to determine how the superseded data were derived.
 NP0109
 NP0109_MARKER: DB = BENCH MARK DISK
 NP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0109_STAMPING: V 61 1934
 NP0109_MARK LOGO: CGS
 NP0109_PROJECTION: FLUSH
 NP0109_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0109+STABILITY: SURFACE MOTION
 NP0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0109+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2021
 NP0109
 NP0109  HISTORY     - Date     Condition        Report By
 NP0109  HISTORY     - 1934     MONUMENTED       CGS
 NP0109  HISTORY     - 19950501 GOOD             NGS
 NP0109  HISTORY     - 20060715 GOOD             JCLS
 NP0109  HISTORY     - 20210321 GOOD             NEGS
 NP0109
 NP0109                          STATION DESCRIPTION
 NP0109
 NP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0109'0.8 MI E FROM ELLSWORTH.
 NP0109'0.8 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0109'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.6 MILE WEST OF
 NP0109'MILEPOST 333, AT THE TOP OF A SMALL KNOLL BETWEEN THE TRACK
 NP0109'AND A HIGHWAY, 64 FEET SOUTH OF THE SOUTH RAIL, AND 3 FEET
 NP0109'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 61 1934 AND
 NP0109'SET IN THE TOP OF A CONCRETE POST.
 NP0109
 NP0109                          STATION RECOVERY (1995)
 NP0109
 NP0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0109'THE MARK IS LOCATED ABOUT 1.61 KM (1.00 MI) EAST FROM ELLSWORTH, ON
 NP0109'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 2, BETWEEN THE HIGHWAY AND A
 NP0109'RAILROAD TRACK AND IN THE NE1/4, SEC23, T24N, R43W, 220.5 FT (67.2 M)
 NP0109'NORTHWEST FROM HIGHWAY MILEPOST 119.  TO REACH THE MARK FROM THE
 NP0109'JUNCTION OF STATE HIGHWAYS 2 AND 27 AT ELLSWORTH, GO EAST ON HIGHWAY 2
 NP0109'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, ON THE NORTH RIGHT-OF-WAY
 NP0109'OF THE HIGHWAY.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 NP0109'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 107.0 FT (32.6 M) NORTH
 NP0109'FROM THE CENTERLINE OF THE HIGHWAY, 66.7 FT (20.3 M) SOUTH OF THE
 NP0109'CENTERLINE OF THE RAILROAD TRACK AND 2.0 FT (0.6 M) EAST OF A
 NP0109'FIBERGLASS WITNESS POST.
 NP0109
 NP0109                          STATION RECOVERY (2006)
 NP0109
 NP0109'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 NP0109'RECOVERED IN GOOD CONDITION.
 NP0109
 NP0109                          STATION RECOVERY (2021)
 NP0109
 NP0109'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 NP0109'TO REACH FROM NE. HIGHWAY 2 AND NE. HIGHWAY 27 AT INTERSECTION AT
 NP0109'ELLSWORTH, NE., GO EAST ON NE. HIGHWAY 2 APPROXIMATELY 0.90 MI (1.45
 NP0109'KM) EAST TO MILE POST 118.97 AND THE STATION ON THE LEFT (NNE).  THE
 NP0109'MARK IS 42.0 FT (12.8 M) SOUTH-SOUTHWEST OF NEAR RAIL OF TWO SETS OF
 NP0109'RAILROAD TRACKS, 14.8 FT (4.5 M) WEST OF A STEEL NATIONAL GEODETIC
 NP0109'SURVEY WITNESS POST, 10.4 FT (3.2 M) SOUTH-SOUTHWEST OF A STEEL
 NP0109'NATIONAL GEODETIC SURVEY WITNESS POST, 9.3 FT (2.8 M) EAST OF A STEEL
 NP0109'NATIONAL GEODETIC SURVEY WITNESS POST, 2.0 FT (0.6 M) SOUTH-SOUTHEAST
 NP0109'OF A FIBERGLASS WITNESS POST AND 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A
 NP0109'STEEL NDOR WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0260 ***********************************************************************
 NO0260  DESIGNATION -  V 62
 NO0260  PID         -  NO0260
 NO0260  STATE/COUNTY-  NE/HOOKER
 NO0260  COUNTRY     -  US
 NO0260  USGS QUAD   -  HECLA (2017)
 NO0260
 NO0260                         *CURRENT SURVEY CONTROL
 NO0260  ______________________________________________________________________
 NO0260* NAD 83(1986) POSITION- 42 02 22.     (N) 101 12 03.     (W)   SCALED
 NO0260* NAVD 88 ORTHO HEIGHT -  1014.210 (meters)     3327.45  (feet) ADJUSTED
 NO0260  ______________________________________________________________________
 NO0260  GEOID HEIGHT    -        -20.303 (meters)                     GEOID18
 NO0260  DYNAMIC HEIGHT  -       1013.677 (meters)     3325.71  (feet) COMP
 NO0260  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 NO0260
 NO0260  VERT ORDER      -  SECOND    CLASS 0
 NO0260
 NO0260.The horizontal coordinates were scaled from a map and have
 NO0260.an estimated accuracy of +/- 6 seconds.
 NO0260
 NO0260.The orthometric height was determined by differential leveling and
 NO0260.adjusted by the NATIONAL GEODETIC SURVEY
 NO0260.in June 1991.
 NO0260
 NO0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0260.GEOID18 height accuracy estimate available here.
 NO0260
 NO0260.Click photographs - Photos may exist for this station.
 NO0260
 NO0260.The dynamic height is computed by dividing the NAVD 88
 NO0260.geopotential number by the normal gravity value computed on the
 NO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0260.degrees latitude (g = 980.6199 gals.).
 NO0260
 NO0260.The modeled gravity was interpolated from observed gravity values.
 NO0260
 NO0260;                    North         East    Units  Estimated Accuracy
 NO0260;SPC NE       -   245,630.      400,600.      MT  (+/- 180 meters Scaled)
 NO0260
 NO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM178564(NAD 83)
 NO0260
 NO0260                          SUPERSEDED SURVEY CONTROL
 NO0260
 NO0260  NGVD 29 (??/??/92) 1013.845  (m)         3326.26   (f) ADJ UNCH    2 0
 NO0260
 NO0260.Superseded values are not recommended for survey control.
 NO0260
 NO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0260.See file dsdata.pdf to determine how the superseded data were derived.
 NO0260
 NO0260_MARKER: DB = BENCH MARK DISK
 NO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0260_STAMPING: W 62 1934
 NO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0260+STABILITY: SURFACE MOTION
 NO0260
 NO0260  HISTORY     - Date     Condition        Report By
 NO0260  HISTORY     - 1934     MONUMENTED       CGS
 NO0260
 NO0260                          STATION DESCRIPTION
 NO0260
 NO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0260'6.4 MI W FROM MULLEN.
 NO0260'6.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0260'FROM THE STATION AT MULLEN, HOOKER COUNTY, 3 1/2 RAILS
 NO0260'WEST OF MILEPOST 275, AT THE TOP OF A SMALL KNOLL, 34.4 FEET
 NO0260'SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NO0260'A STANDARD DISK, STAMPED W 62 1934 AND SET IN THE TOP OF A
 NO0260'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0003 ***********************************************************************
 MM0003  DESIGNATION -  V 63
 MM0003  PID         -  MM0003
 MM0003  STATE/COUNTY-  NE/THOMAS
 MM0003  COUNTRY     -  US
 MM0003  USGS QUAD   -  NATICK (2017)
 MM0003
 MM0003                         *CURRENT SURVEY CONTROL
 MM0003  ______________________________________________________________________
 MM0003* NAD 83(1986) POSITION- 41 56 59.     (N) 100 25 53.     (W)   SCALED
 MM0003* NAVD 88 ORTHO HEIGHT -   847.156 (meters)     2779.38  (feet) ADJUSTED
 MM0003  ______________________________________________________________________
 MM0003  GEOID HEIGHT    -        -21.855 (meters)                     GEOID18
 MM0003  DYNAMIC HEIGHT  -        846.724 (meters)     2777.96  (feet) COMP
 MM0003  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 MM0003
 MM0003  VERT ORDER      -  SECOND    CLASS 0
 MM0003
 MM0003.The horizontal coordinates were scaled from a map and have
 MM0003.an estimated accuracy of +/- 6 seconds.
 MM0003
 MM0003.The orthometric height was determined by differential leveling and
 MM0003.adjusted by the NATIONAL GEODETIC SURVEY
 MM0003.in June 1991.
 MM0003
 MM0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0003.GEOID18 height accuracy estimate available here.
 MM0003
 MM0003.Click photographs - Photos may exist for this station.
 MM0003
 MM0003.The dynamic height is computed by dividing the NAVD 88
 MM0003.geopotential number by the normal gravity value computed on the
 MM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0003.degrees latitude (g = 980.6199 gals.).
 MM0003
 MM0003.The modeled gravity was interpolated from observed gravity values.
 MM0003
 MM0003;                    North         East    Units  Estimated Accuracy
 MM0003;SPC NE       -   235,060.      464,240.      MT  (+/- 180 meters Scaled)
 MM0003
 MM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM813451(NAD 83)
 MM0003
 MM0003                          SUPERSEDED SURVEY CONTROL
 MM0003
 MM0003  NGVD 29 (??/??/92)  846.848  (m)         2778.37   (f) ADJ UNCH    2 0
 MM0003
 MM0003.Superseded values are not recommended for survey control.
 MM0003
 MM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0003.See file dsdata.pdf to determine how the superseded data were derived.
 MM0003
 MM0003_MARKER: DB = BENCH MARK DISK
 MM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0003_STAMPING: V 63 1934
 MM0003_MARK LOGO: CGS
 MM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0003+STABILITY: SURFACE MOTION
 MM0003
 MM0003  HISTORY     - Date     Condition        Report By
 MM0003  HISTORY     - 1934     MONUMENTED       CGS
 MM0003  HISTORY     - 1950     MARK NOT FOUND   USGS
 MM0003  HISTORY     - 19851114 MARK NOT FOUND   USPSQD
 MM0003
 MM0003                          STATION DESCRIPTION
 MM0003
 MM0003'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 MM0003'8.1 MI SE FROM THEDFORD.
 MM0003'8.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0003'RAILROAD FROM THE STATION AT THEDFORD, THOMAS COUNTY, 69 RAILS
 MM0003'WEST OF MILEPOST 234, AT THE WEST END OF A LONG FILL, 90 FEET
 MM0003'NORTH OF THE NORTH RAIL, 44 FEET SOUTH OF THE CENTER LINE OF
 MM0003'STATE HIGHWAY 2, AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 MM0003'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 MM0003
 MM0003                          STATION RECOVERY (1985)
 MM0003
 MM0003'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 MM0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0168 ***********************************************************************
 MM0168  DESIGNATION -  V 64
 MM0168  PID         -  MM0168
 MM0168  STATE/COUNTY-  NE/THOMAS
 MM0168  COUNTRY     -  US
 MM0168  USGS QUAD   -  THEDFORD SE (2017)
 MM0168
 MM0168                         *CURRENT SURVEY CONTROL
 MM0168  ______________________________________________________________________
 MM0168* NAD 83(1986) POSITION- 41 46 40.     (N) 100 33 29.     (W)   SCALED
 MM0168* NAVD 88 ORTHO HEIGHT -   897.202 (meters)     2943.57  (feet) ADJUSTED
 MM0168  ______________________________________________________________________
 MM0168  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 MM0168  DYNAMIC HEIGHT  -        896.720 (meters)     2941.99  (feet) COMP
 MM0168  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 MM0168
 MM0168  VERT ORDER      -  SECOND    CLASS 0
 MM0168
 MM0168.The horizontal coordinates were scaled from a map and have
 MM0168.an estimated accuracy of +/- 6 seconds.
 MM0168
 MM0168.The orthometric height was determined by differential leveling and
 MM0168.adjusted by the NATIONAL GEODETIC SURVEY
 MM0168.in June 1991.
 MM0168
 MM0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0168.GEOID18 height accuracy estimate available here.
 MM0168
 MM0168.Click photographs - Photos may exist for this station.
 MM0168
 MM0168.The dynamic height is computed by dividing the NAVD 88
 MM0168.geopotential number by the normal gravity value computed on the
 MM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0168.degrees latitude (g = 980.6199 gals.).
 MM0168
 MM0168.The modeled gravity was interpolated from observed gravity values.
 MM0168
 MM0168;                    North         East    Units  Estimated Accuracy
 MM0168;SPC NE       -   216,030.      453,620.      MT  (+/- 180 meters Scaled)
 MM0168
 MM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM705262(NAD 83)
 MM0168
 MM0168                          SUPERSEDED SURVEY CONTROL
 MM0168
 MM0168  NGVD 29 (??/??/92)  896.887  (m)         2942.54   (f) ADJ UNCH    2 0
 MM0168
 MM0168.Superseded values are not recommended for survey control.
 MM0168
 MM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0168.See file dsdata.pdf to determine how the superseded data were derived.
 MM0168
 MM0168_MARKER: DB = BENCH MARK DISK
 MM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0168_STAMPING: V 64 1934
 MM0168_MARK LOGO: CGS
 MM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0168+STABILITY: SURFACE MOTION
 MM0168
 MM0168  HISTORY     - Date     Condition        Report By
 MM0168  HISTORY     - 1934     MONUMENTED       CGS
 MM0168  HISTORY     - 1968     MARK NOT FOUND   USGS
 MM0168
 MM0168                          STATION DESCRIPTION
 MM0168
 MM0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0168'17 MI S FROM THEDFORD.
 MM0168'ABOUT 17.0 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0168'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0168'COUNTY, ABOUT 0.9 MILE SOUTH OF THE CROSSING OVER DISMAL
 MM0168'RIVER, AT A SMALL HOLLOW, 17 FEET NORTH OF THE CENTER LINE OF THE
 MM0168'HIGHWAY, AND 4.2 FEET SOUTHWEST OF A MAILBOX.  A STANDARD
 MM0168'DISK, STAMPED V 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0168
 MM0168                          STATION RECOVERY (1968)
 MM0168
 MM0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MM0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0473 ***********************************************************************
 NN0473  DESIGNATION -  V 67
 NN0473  PID         -  NN0473
 NN0473  STATE/COUNTY-  NE/BROWN
 NN0473  COUNTRY     -  US
 NN0473  USGS QUAD   -  LOST LAKE RANCH (2017)
 NN0473
 NN0473                         *CURRENT SURVEY CONTROL
 NN0473  ______________________________________________________________________
 NN0473* NAD 83(1986) POSITION- 42 24 21.     (N) 099 52 37.     (W)   SCALED
 NN0473* NAVD 88 ORTHO HEIGHT -   807.613 (meters)     2649.64  (feet) ADJUSTED
 NN0473  ______________________________________________________________________
 NN0473  GEOID HEIGHT    -        -22.358 (meters)                     GEOID18
 NN0473  DYNAMIC HEIGHT  -        807.262 (meters)     2648.49  (feet) COMP
 NN0473  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 NN0473
 NN0473  VERT ORDER      -  SECOND    CLASS 0
 NN0473
 NN0473.The horizontal coordinates were scaled from a map and have
 NN0473.an estimated accuracy of +/- 6 seconds.
 NN0473
 NN0473.The orthometric height was determined by differential leveling and
 NN0473.adjusted by the NATIONAL GEODETIC SURVEY
 NN0473.in June 1991.
 NN0473
 NN0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0473.GEOID18 height accuracy estimate available here.
 NN0473
 NN0473.Click photographs - Photos may exist for this station.
 NN0473
 NN0473.The dynamic height is computed by dividing the NAVD 88
 NN0473.geopotential number by the normal gravity value computed on the
 NN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0473.degrees latitude (g = 980.6199 gals.).
 NN0473
 NN0473.The modeled gravity was interpolated from observed gravity values.
 NN0473
 NN0473;                    North         East    Units  Estimated Accuracy
 NN0473;SPC NE       -   285,630.      510,130.      MT  (+/- 180 meters Scaled)
 NN0473
 NN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM278952(NAD 83)
 NN0473
 NN0473                          SUPERSEDED SURVEY CONTROL
 NN0473
 NN0473  NGVD 29 (??/??/92)  807.317  (m)         2648.67   (f) ADJ UNCH    2 0
 NN0473
 NN0473.Superseded values are not recommended for survey control.
 NN0473
 NN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0473.See file dsdata.pdf to determine how the superseded data were derived.
 NN0473
 NN0473_MARKER: DB = BENCH MARK DISK
 NN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0473_STAMPING: V 67 1935
 NN0473_MARK LOGO: CGS
 NN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0473+STABILITY: SURFACE MOTION
 NN0473
 NN0473  HISTORY     - Date     Condition        Report By
 NN0473  HISTORY     - 1935     MONUMENTED       CGS
 NN0473  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0473
 NN0473                          STATION DESCRIPTION
 NN0473
 NN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0473'9.8 MI S FROM AINSWORTH.
 NN0473'ABOUT 9.8 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0473'COURTHOUSE AT AINSWORTH, BROWN COUNTY, AT THE TOP OF A SMALL
 NN0473'KNOLL, 20.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET
 NN0473'WEST OF THE NORTHWEST CORNER OF A STOCK CORRAL, AND ABOUT 3 FEET
 NN0473'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED V 67 1935 AND
 NN0473'SET IN THE TOP OF A CONCRETE POST.
 NN0473
 NN0473                          STATION RECOVERY (1975)
 NN0473
 NN0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0473'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0204 ***********************************************************************
 MM0204  DESIGNATION -  V 7
 MM0204  PID         -  MM0204
 MM0204  STATE/COUNTY-  NE/LINCOLN
 MM0204  COUNTRY     -  US
 MM0204  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0204
 MM0204                         *CURRENT SURVEY CONTROL
 MM0204  ______________________________________________________________________
 MM0204* NAD 83(1986) POSITION- 41 09 00.     (N) 101 11 54.     (W)   SCALED
 MM0204* NAVD 88 ORTHO HEIGHT -   911.078 (meters)     2989.10  (feet) ADJUSTED
 MM0204  ______________________________________________________________________
 MM0204  GEOID HEIGHT    -        -21.786 (meters)                     GEOID18
 MM0204  DYNAMIC HEIGHT  -        910.523 (meters)     2987.27  (feet) COMP
 MM0204  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 MM0204
 MM0204  VERT ORDER      -  FIRST     CLASS II
 MM0204
 MM0204.The horizontal coordinates were scaled from a map and have
 MM0204.an estimated accuracy of +/- 6 seconds.
 MM0204
 MM0204.The orthometric height was determined by differential leveling and
 MM0204.adjusted by the NATIONAL GEODETIC SURVEY
 MM0204.in June 1991.
 MM0204
 MM0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0204.GEOID18 height accuracy estimate available here.
 MM0204
 MM0204.Click photographs - Photos may exist for this station.
 MM0204
 MM0204.The dynamic height is computed by dividing the NAVD 88
 MM0204.geopotential number by the normal gravity value computed on the
 MM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0204.degrees latitude (g = 980.6199 gals.).
 MM0204
 MM0204.The modeled gravity was interpolated from observed gravity values.
 MM0204
 MM0204;                    North         East    Units  Estimated Accuracy
 MM0204;SPC NE       -   146,880.      399,440.      MT  (+/- 180 meters Scaled)
 MM0204
 MM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL155577(NAD 83)
 MM0204
 MM0204                          SUPERSEDED SURVEY CONTROL
 MM0204
 MM0204  NGVD 29 (??/??/92)  910.699  (m)         2987.85   (f) ADJ UNCH    1 2
 MM0204
 MM0204.Superseded values are not recommended for survey control.
 MM0204
 MM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0204.See file dsdata.pdf to determine how the superseded data were derived.
 MM0204
 MM0204_MARKER: DB = BENCH MARK DISK
 MM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0204_STAMPING: 2987.852 V 7 1933
 MM0204_MARK LOGO: CGS
 MM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0204+STABILITY: SURFACE MOTION
 MM0204
 MM0204  HISTORY     - Date     Condition        Report By
 MM0204  HISTORY     - 1933     MONUMENTED       CGS
 MM0204  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0204
 MM0204                          STATION DESCRIPTION
 MM0204
 MM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0204'3.8 MI W FROM SUTHERLAND.
 MM0204'ABOUT 3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MM0204'STATION AT SUTHERLAND, LINCOLN COUNTY, ABOUT 5 POLES WEST OF
 MM0204'MILEPOST 307, AT A PRIVATE-ROAD CROSSING, ABOUT 110 FEET SOUTH
 MM0204'OF THE CENTER LINE OF U.S. HIGHWAY 30, 19 FEET EAST OF THE
 MM0204'CENTER LINE OF THE ROAD, 44.1 FEET NORTH OF THE NORTH RAIL OF
 MM0204'THE NORTH MAIN TRACK, AND 4.2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 MM0204'FENCE.  A STANDARD DISK, STMAPED 2987.852 V 7 1933 AND SET IN THE
 MM0204'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0204
 MM0204                          STATION RECOVERY (1986)
 MM0204
 MM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0204'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0517 ***********************************************************************
 ML0517  DESIGNATION -  V 70
 ML0517  PID         -  ML0517
 ML0517  STATE/COUNTY-  NE/WHEELER
 ML0517  COUNTRY     -  US
 ML0517  USGS QUAD   -  ERICSON (2017)
 ML0517
 ML0517                         *CURRENT SURVEY CONTROL
 ML0517  ______________________________________________________________________
 ML0517* NAD 83(1986) POSITION- 41 47 39.     (N) 098 38 02.     (W)   SCALED
 ML0517* NAVD 88 ORTHO HEIGHT -   657.356 (meters)     2156.68  (feet) ADJUSTED
 ML0517  ______________________________________________________________________
 ML0517  GEOID HEIGHT    -        -24.202 (meters)                     GEOID18
 ML0517  DYNAMIC HEIGHT  -        657.048 (meters)     2155.67  (feet) COMP
 ML0517  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 ML0517
 ML0517  VERT ORDER      -  SECOND    CLASS 0
 ML0517
 ML0517.The horizontal coordinates were scaled from a map and have
 ML0517.an estimated accuracy of +/- 6 seconds.
 ML0517
 ML0517.The orthometric height was determined by differential leveling and
 ML0517.adjusted by the NATIONAL GEODETIC SURVEY
 ML0517.in June 1991.
 ML0517
 ML0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0517.GEOID18 height accuracy estimate available here.
 ML0517
 ML0517.Click photographs - Photos may exist for this station.
 ML0517
 ML0517.The dynamic height is computed by dividing the NAVD 88
 ML0517.geopotential number by the normal gravity value computed on the
 ML0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0517.degrees latitude (g = 980.6199 gals.).
 ML0517
 ML0517.The modeled gravity was interpolated from observed gravity values.
 ML0517
 ML0517;                    North         East    Units  Estimated Accuracy
 ML0517;SPC NE       -   218,600.      613,510.      MT  (+/- 180 meters Scaled)
 ML0517
 ML0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM304269(NAD 83)
 ML0517
 ML0517                          SUPERSEDED SURVEY CONTROL
 ML0517
 ML0517  NGVD 29 (??/??/92)  657.114  (m)         2155.88   (f) ADJ UNCH    2 0
 ML0517
 ML0517.Superseded values are not recommended for survey control.
 ML0517
 ML0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0517.See file dsdata.pdf to determine how the superseded data were derived.
 ML0517
 ML0517_MARKER: DB = BENCH MARK DISK
 ML0517_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0517_STAMPING: V 70 1935
 ML0517_MARK LOGO: CGS
 ML0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0517
 ML0517  HISTORY     - Date     Condition        Report By
 ML0517  HISTORY     - 1935     MONUMENTED       CGS
 ML0517
 ML0517                          STATION DESCRIPTION
 ML0517
 ML0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0517'3.1 MI NE FROM ERICSON.
 ML0517'3.1 MILES NORTHEAST OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 ML0517'HIGHWAY 53 BETWEEN BURWELL AND BARTLETT, AT THE SOUTH END OF
 ML0517'S CURVE IN HIGHWAY, 53.2 FEET SOUTHEAST OF THE CENTER LINE OF
 ML0517'THE HIGHWAY, 104 FEET WEST OF CORNER POST, 1.4 FEET NORTH OF
 ML0517'RIGHT OF WAY FENCE, AND ABOUT 1.5 FEET LOWER THAN THE TOP OF
 ML0517'THE HIGHWAY BESIDE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0616 ***********************************************************************
 ML0616  DESIGNATION -  V 71
 ML0616  PID         -  ML0616
 ML0616  STATE/COUNTY-  NE/LOUP
 ML0616  COUNTRY     -  US
 ML0616  USGS QUAD   -  SARGENT EAST (2017)
 ML0616
 ML0616                         *CURRENT SURVEY CONTROL
 ML0616  ______________________________________________________________________
 ML0616* NAD 83(1986) POSITION- 41 44 56.     (N) 099 20 38.     (W)   SCALED
 ML0616* NAVD 88 ORTHO HEIGHT -   699.379 (meters)     2294.55  (feet) ADJUSTED
 ML0616  ______________________________________________________________________
 ML0616  GEOID HEIGHT    -        -23.144 (meters)                     GEOID18
 ML0616  DYNAMIC HEIGHT  -        699.039 (meters)     2293.43  (feet) COMP
 ML0616  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 ML0616
 ML0616  VERT ORDER      -  SECOND    CLASS 0
 ML0616
 ML0616.The horizontal coordinates were scaled from a map and have
 ML0616.an estimated accuracy of +/- 6 seconds.
 ML0616
 ML0616.The orthometric height was determined by differential leveling and
 ML0616.adjusted by the NATIONAL GEODETIC SURVEY
 ML0616.in June 1991.
 ML0616
 ML0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0616.GEOID18 height accuracy estimate available here.
 ML0616
 ML0616.Click photographs - Photos may exist for this station.
 ML0616
 ML0616.The dynamic height is computed by dividing the NAVD 88
 ML0616.geopotential number by the normal gravity value computed on the
 ML0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0616.degrees latitude (g = 980.6199 gals.).
 ML0616
 ML0616.The modeled gravity was interpolated from observed gravity values.
 ML0616
 ML0616;                    North         East    Units  Estimated Accuracy
 ML0616;SPC NE       -   212,880.      554,550.      MT  (+/- 180 meters Scaled)
 ML0616
 ML0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM714219(NAD 83)
 ML0616
 ML0616                          SUPERSEDED SURVEY CONTROL
 ML0616
 ML0616  NGVD 29 (??/??/92)  699.122  (m)         2293.70   (f) ADJ UNCH    2 0
 ML0616
 ML0616.Superseded values are not recommended for survey control.
 ML0616
 ML0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0616.See file dsdata.pdf to determine how the superseded data were derived.
 ML0616
 ML0616_MARKER: DB = BENCH MARK DISK
 ML0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0616_STAMPING: V 71 1935
 ML0616_MARK LOGO: CGS
 ML0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0616+STABILITY: SURFACE MOTION
 ML0616
 ML0616  HISTORY     - Date     Condition        Report By
 ML0616  HISTORY     - 1935     MONUMENTED       CGS
 ML0616  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML0616
 ML0616                          STATION DESCRIPTION
 ML0616
 ML0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0616'3.3 MI E FROM TAYLOR.
 ML0616'3.3 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE HIGHWAY
 ML0616'53 BETWEEN BURWELL AND TAYLOR, 2.0 MILES EAST OF JUNCTION WITH
 ML0616'U.S. HIGHWAY 83, 39.5 FEET NORTH OF THE CENTER LINE OF THE
 ML0616'HIGHWAY, 4.7 FEET NORTH OF RIGHT OF WAY FENCE, AND 1.0 FEET
 ML0616'EAST OF LINE FENCE.  NOTE-- IRRIGATION DITCH IS NOW LOCATED IN
 ML0616'APPROXIMATE POSITION OF POST.
 ML0616
 ML0616                          STATION RECOVERY (1935)
 ML0616
 ML0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ML0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0024 ***********************************************************************
 MM0024  DESIGNATION -  V 72
 MM0024  PID         -  MM0024
 MM0024  STATE/COUNTY-  NE/BLAINE
 MM0024  COUNTRY     -  US
 MM0024  USGS QUAD   -  DUNNING (2017)
 MM0024
 MM0024                         *CURRENT SURVEY CONTROL
 MM0024  ______________________________________________________________________
 MM0024* NAD 83(1986) POSITION- 41 51 20.     (N) 100 02 39.     (W)   SCALED
 MM0024* NAVD 88 ORTHO HEIGHT -   815.452 (meters)     2675.36  (feet) ADJUSTED
 MM0024  ______________________________________________________________________
 MM0024  GEOID HEIGHT    -        -22.297 (meters)                     GEOID18
 MM0024  DYNAMIC HEIGHT  -        815.038 (meters)     2674.00  (feet) COMP
 MM0024  MODELED GRAVITY -    980,088.3   (mgal)                       NAVD 88
 MM0024
 MM0024  VERT ORDER      -  SECOND    CLASS 0
 MM0024
 MM0024.The horizontal coordinates were scaled from a map and have
 MM0024.an estimated accuracy of +/- 6 seconds.
 MM0024
 MM0024.The orthometric height was determined by differential leveling and
 MM0024.adjusted by the NATIONAL GEODETIC SURVEY
 MM0024.in June 1991.
 MM0024
 MM0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0024.GEOID18 height accuracy estimate available here.
 MM0024
 MM0024.Click photographs - Photos may exist for this station.
 MM0024
 MM0024.The dynamic height is computed by dividing the NAVD 88
 MM0024.geopotential number by the normal gravity value computed on the
 MM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0024.degrees latitude (g = 980.6199 gals.).
 MM0024
 MM0024.The modeled gravity was interpolated from observed gravity values.
 MM0024
 MM0024;                    North         East    Units  Estimated Accuracy
 MM0024;SPC NE       -   224,520.      496,330.      MT  (+/- 180 meters Scaled)
 MM0024
 MM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM133342(NAD 83)
 MM0024
 MM0024                          SUPERSEDED SURVEY CONTROL
 MM0024
 MM0024  NGVD 29 (??/??/92)  815.155  (m)         2674.39   (f) ADJ UNCH    2 0
 MM0024
 MM0024.Superseded values are not recommended for survey control.
 MM0024
 MM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0024.See file dsdata.pdf to determine how the superseded data were derived.
 MM0024
 MM0024_MARKER: DB = BENCH MARK DISK
 MM0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0024_STAMPING: V 72 1935
 MM0024_MARK LOGO: CGS
 MM0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0024+STABILITY: SURFACE MOTION
 MM0024
 MM0024  HISTORY     - Date     Condition        Report By
 MM0024  HISTORY     - 1935     MONUMENTED       CGS
 MM0024  HISTORY     - 1949     MARK NOT FOUND   USGS
 MM0024
 MM0024                          STATION DESCRIPTION
 MM0024
 MM0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MM0024'4.3 MI NE FROM DUNNING.
 MM0024'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 MM0024'OFFICE AT DUNNING, BLAINE COUNTY, ON THE SOUTH SLOPE OF A HILL,
 MM0024'ABOUT 110 FEET SOUTH OF THE SUMMIT OF THE HILL, 33.7 FEET WEST
 MM0024'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0024'V 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MM0024
 MM0024                          STATION RECOVERY (1949)
 MM0024
 MM0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 MM0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0101 ***********************************************************************
 NO0101  DESIGNATION -  V 73
 NO0101  PID         -  NO0101
 NO0101  STATE/COUNTY-  NE/CHERRY
 NO0101  COUNTRY     -  US
 NO0101  USGS QUAD   -  DUCK LAKE NE (2017)
 NO0101
 NO0101                         *CURRENT SURVEY CONTROL
 NO0101  ______________________________________________________________________
 NO0101* NAD 83(1986) POSITION- 42 10 41.     (N) 100 35 30.     (W)   SCALED
 NO0101* NAVD 88 ORTHO HEIGHT -   896.808 (meters)     2942.28  (feet) ADJUSTED
 NO0101  ______________________________________________________________________
 NO0101  GEOID HEIGHT    -        -21.628 (meters)                     GEOID18
 NO0101  DYNAMIC HEIGHT  -        896.357 (meters)     2940.80  (feet) COMP
 NO0101  MODELED GRAVITY -    980,089.0   (mgal)                       NAVD 88
 NO0101
 NO0101  VERT ORDER      -  SECOND    CLASS 0
 NO0101
 NO0101.The horizontal coordinates were scaled from a map and have
 NO0101.an estimated accuracy of +/- 6 seconds.
 NO0101
 NO0101.The orthometric height was determined by differential leveling and
 NO0101.adjusted by the NATIONAL GEODETIC SURVEY
 NO0101.in June 1991.
 NO0101
 NO0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0101.GEOID18 height accuracy estimate available here.
 NO0101
 NO0101.Click photographs - Photos may exist for this station.
 NO0101
 NO0101.The dynamic height is computed by dividing the NAVD 88
 NO0101.geopotential number by the normal gravity value computed on the
 NO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0101.degrees latitude (g = 980.6199 gals.).
 NO0101
 NO0101.The modeled gravity was interpolated from observed gravity values.
 NO0101
 NO0101;                    North         East    Units  Estimated Accuracy
 NO0101;SPC NE       -   260,500.      451,130.      MT  (+/- 180 meters Scaled)
 NO0101
 NO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM685707(NAD 83)
 NO0101
 NO0101                          SUPERSEDED SURVEY CONTROL
 NO0101
 NO0101  NGVD 29 (??/??/92)  896.490  (m)         2941.23   (f) ADJ UNCH    2 0
 NO0101
 NO0101.Superseded values are not recommended for survey control.
 NO0101
 NO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0101.See file dsdata.pdf to determine how the superseded data were derived.
 NO0101
 NO0101_MARKER: DB = BENCH MARK DISK
 NO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0101_STAMPING: V 73 1934
 NO0101_MARK LOGO: CGS
 NO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0101+STABILITY: SURFACE MOTION
 NO0101
 NO0101  HISTORY     - Date     Condition        Report By
 NO0101  HISTORY     - 1934     MONUMENTED       CGS
 NO0101
 NO0101                          STATION DESCRIPTION
 NO0101
 NO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0101'13.7 MI N FROM THEDFORD.
 NO0101'IN CHERRY COUNTY, ABOUT 13.7 MILES NORTH ALONG THE SIMEON ROAD
 NO0101'FROM THE COUNTY COURTHOUSE AT THEDFORD, THOMAS COUNTY, AT THE
 NO0101'SOUTH END OF A STEEP GRADE, 31 FEET WEST OF THE CENTER LINE OF THE
 NO0101'ROAD, 8.2 FEET SOUTH OF A FENCE POST, AND 1.8 FEET EAST OF THE
 NO0101'FENCE.  A STANDARD DISK, STAMPED V 73 1934 AND SET IN THE TOP
 NO0101'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0214 ***********************************************************************
 MN0214  DESIGNATION -  V 76
 MN0214  PID         -  MN0214
 MN0214  STATE/COUNTY-  NE/CHEYENNE
 MN0214  COUNTRY     -  US
 MN0214  USGS QUAD   -  POTTER (2017)
 MN0214
 MN0214                         *CURRENT SURVEY CONTROL
 MN0214  ______________________________________________________________________
 MN0214* NAD 83(1986) POSITION- 41 12 57.6    (N) 103 19 02.1    (W)   HD_HELD2
 MN0214* NAVD 88 ORTHO HEIGHT -  1338.027 (meters)     4389.84  (feet) ADJUSTED
 MN0214  ______________________________________________________________________
 MN0214  GEOID HEIGHT    -        -19.361 (meters)                     GEOID18
 MN0214  DYNAMIC HEIGHT  -       1337.065 (meters)     4386.69  (feet) COMP
 MN0214  MODELED GRAVITY -    979,858.6   (mgal)                       NAVD 88
 MN0214
 MN0214  VERT ORDER      -  SECOND    CLASS 0
 MN0214
 MN0214.The horizontal coordinates were established by autonomous hand held GPS
 MN0214.observations and have an estimated accuracy of +/- 10 meters.
 MN0214
 MN0214.The orthometric height was determined by differential leveling and
 MN0214.adjusted by the NATIONAL GEODETIC SURVEY
 MN0214.in June 1991.
 MN0214
 MN0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0214.GEOID18 height accuracy estimate available here.
 MN0214
 MN0214.Click photographs - Photos may exist for this station.
 MN0214
 MN0214.The dynamic height is computed by dividing the NAVD 88
 MN0214.geopotential number by the normal gravity value computed on the
 MN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0214.degrees latitude (g = 980.6199 gals.).
 MN0214
 MN0214.The modeled gravity was interpolated from observed gravity values.
 MN0214
 MN0214;                    North         East    Units  Estimated Accuracy
 MN0214;SPC NE       -   158,846.      221,975.      MT  (+/- 10 meters HH2 GPS)
 MN0214
 MN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4106164100(NAD 83)
 MN0214
 MN0214                          SUPERSEDED SURVEY CONTROL
 MN0214
 MN0214  NGVD 29 (??/??/92) 1337.386  (m)         4387.74   (f) ADJ UNCH    2 0
 MN0214
 MN0214.Superseded values are not recommended for survey control.
 MN0214
 MN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0214.See file dsdata.pdf to determine how the superseded data were derived.
 MN0214
 MN0214_MARKER: DB = BENCH MARK DISK
 MN0214_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0214+WITH SETTING: PAVEMENT
 MN0214_SP_SET: WATER TANK LEG FOOTING
 MN0214_STAMPING: V 76 1934
 MN0214_MARK LOGO: CGS
 MN0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0214+STABILITY: SURFACE MOTION
 MN0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0214+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2016
 MN0214
 MN0214  HISTORY     - Date     Condition        Report By
 MN0214  HISTORY     - 1934     MONUMENTED       CGS
 MN0214  HISTORY     - 19961106 GOOD             NEDR
 MN0214  HISTORY     - 20101102 GOOD             NEGS
 MN0214  HISTORY     - 20160601 GOOD             INDIV
 MN0214  HISTORY     - 20160607 GOOD             INDIV
 MN0214
 MN0214                          STATION DESCRIPTION
 MN0214
 MN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0214'AT POTTER.
 MN0214'AT POTTER, CHEYENNE COUNTY, ON THE UNION PACIFIC RAILROAD, 9
 MN0214'RAILS WEST OF THE STATION, 0.4 MILE WEST OF MILEPOST 426, 33.1
 MN0214'FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, AT THE WATER TOWER,
 MN0214'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST ABUTMENT, AND
 MN0214'ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK STAMPED
 MN0214'V 76 1934.
 MN0214
 MN0214                          STATION RECOVERY (1996)
 MN0214
 MN0214'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0214'RECOVERED IN GOOD CONDITION, IN POTTER, AT THE RAILROAD STATION AND
 MN0214'300 FEET (91.4 M) SOUTHWEST OF THE FIRE STATION, 26.20 M (85.96 FT)
 MN0214'SOUTH OF THE SOUTH EDGE OF FRONT STREET, 20.175 M (66.191 FT)
 MN0214'NORTHEAST OF A GUYED UTILITY POLE, 11.740 M (38.517 FT) SOUTHWEST OF
 MN0214'THE SOUTHWEST CORNER OF THE RAILROAD STATION BUILDING, 14.400 M
 MN0214'(47.244 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A 24-INCH DIAMETER
 MN0214'TREE, 6.080 M (19.947 FT) NORTH OF THE NORTH RAIL OF A SIDING TRACK,
 MN0214'2.96 M (9.71 FT) NORTHWEST OF THE END POST OF A CHAIN-LINK FENCE, 0.50
 MN0214'M (1.64 FT) EAST OF A WITNESS POST AND IN THE NE1/4, SEC06, T14N,
 MN0214'R52W.
 MN0214
 MN0214                          STATION RECOVERY (2010)
 MN0214
 MN0214'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (DM)
 MN0214'RECOVERED AS DESCRIBED.
 MN0214
 MN0214                          STATION RECOVERY (2016)
 MN0214
 MN0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0214'RECOVERED AS DESCRIBED
 MN0214
 MN0214                          STATION RECOVERY (2016)
 MN0214
 MN0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1079 ***********************************************************************
 LF1079  DESIGNATION -  V 78
 LF1079  PID         -  LF1079
 LF1079  STATE/COUNTY-  NE/CASS
 LF1079  COUNTRY     -  US
 LF1079  USGS QUAD   -  MURRAY (2017)
 LF1079
 LF1079                         *CURRENT SURVEY CONTROL
 LF1079  ______________________________________________________________________
 LF1079* NAD 83(1986) POSITION- 40 56 39.     (N) 095 55 42.     (W)   SCALED
 LF1079* NAVD 88 ORTHO HEIGHT -   333.946 (meters)     1095.62  (feet) ADJUSTED
 LF1079  ______________________________________________________________________
 LF1079  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 LF1079  DYNAMIC HEIGHT  -        333.805 (meters)     1095.16  (feet) COMP
 LF1079  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 LF1079
 LF1079  VERT ORDER      -  SECOND    CLASS 0
 LF1079
 LF1079.The horizontal coordinates were scaled from a map and have
 LF1079.an estimated accuracy of +/- 6 seconds.
 LF1079
 LF1079.The orthometric height was determined by differential leveling and
 LF1079.adjusted by the NATIONAL GEODETIC SURVEY
 LF1079.in June 1991.
 LF1079
 LF1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1079.GEOID18 height accuracy estimate available here.
 LF1079
 LF1079.Click photographs - Photos may exist for this station.
 LF1079
 LF1079.The dynamic height is computed by dividing the NAVD 88
 LF1079.geopotential number by the normal gravity value computed on the
 LF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1079.degrees latitude (g = 980.6199 gals.).
 LF1079
 LF1079.The modeled gravity was interpolated from observed gravity values.
 LF1079
 LF1079;                    North         East    Units  Estimated Accuracy
 LF1079;SPC NE       -   131,400.      842,630.      MT  (+/- 180 meters Scaled)
 LF1079
 LF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534366(NAD 83)
 LF1079
 LF1079                          SUPERSEDED SURVEY CONTROL
 LF1079
 LF1079  NGVD 29 (??/??/92)  333.866  (m)         1095.36   (f) ADJ UNCH    2 0
 LF1079
 LF1079.Superseded values are not recommended for survey control.
 LF1079
 LF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1079.See file dsdata.pdf to determine how the superseded data were derived.
 LF1079
 LF1079_MARKER: DB = BENCH MARK DISK
 LF1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1079_STAMPING: V 78 1934
 LF1079_MARK LOGO: CGS
 LF1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1079+STABILITY: SURFACE MOTION
 LF1079
 LF1079  HISTORY     - Date     Condition        Report By
 LF1079  HISTORY     - 1934     MONUMENTED       CGS
 LF1079  HISTORY     - 1947     MARK NOT FOUND   CGS
 LF1079
 LF1079                          STATION DESCRIPTION
 LF1079
 LF1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1079'2 MI S FROM MYNARD.
 LF1079'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1079'STATION SIGN AT MYNARD, CASS COUNTY, AT A ROAD CROSSING, 49.5
 LF1079'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 36.6 FEET WEST OF
 LF1079'THE WEST RAIL OF THE TRACK, AND 5.7 FEET EAST OF A FENCE.  A
 LF1079'STANDARD DISK, STAMPED V 78 1934 AND SET IN THE TOP OF A CONCRETE
 LF1079'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2180 ***********************************************************************
 MK2180  DESIGNATION -  V 79 RESET
 MK2180  PID         -  MK2180
 MK2180  STATE/COUNTY-  NE/CASS
 MK2180  COUNTRY     -  US
 MK2180  USGS QUAD   -  ASHLAND WEST (2017)
 MK2180
 MK2180                         *CURRENT SURVEY CONTROL
 MK2180  ______________________________________________________________________
 MK2180* NAD 83(1986) POSITION- 41 00 28.50   (N) 096 23 43.62   (W)   HD_HELD1
 MK2180* NAVD 88 ORTHO HEIGHT -   337.37  (meters)     1106.9   (feet) RESET
 MK2180  ______________________________________________________________________
 MK2180  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 MK2180  VERT ORDER      -  THIRD
 MK2180
 MK2180.The horizontal coordinates were determined by differentially corrected
 MK2180.hand held GPS observations or other comparable positioning techniques
 MK2180.and have an estimated accuracy of +/- 3 meters.
 MK2180
 MK2180.The orthometric height was computed from unverified reset data.
 MK2180
 MK2180.No vertical observational check was made to the station.
 MK2180
 MK2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2180.GEOID18 height accuracy estimate available here.
 MK2180
 MK2180.Click photographs - Photos may exist for this station.
 MK2180
 MK2180;                    North         East    Units  Estimated Accuracy
 MK2180;SPC NE       -   136,728.1     803,053.2     MT  (+/- 3 meters HH1 GPS) 
 MK2180
 MK2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1903142903(NAD 83)
 MK2180
 MK2180                          SUPERSEDED SURVEY CONTROL
 MK2180
 MK2180  NGVD 29 (01/31/13)  337.26   (m)         1106.5    (f) RESET       3  
 MK2180
 MK2180.Superseded values are not recommended for survey control.
 MK2180
 MK2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2180.See file dsdata.pdf to determine how the superseded data were derived.
 MK2180
 MK2180_MARKER: DV = VERTICAL CONTROL DISK
 MK2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2180_STAMPING: V 79 RESET 1988
 MK2180_MARK LOGO: NGS
 MK2180_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2180+STABILITY: SURFACE MOTION
 MK2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2180+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 MK2180
 MK2180  HISTORY     - Date     Condition        Report By
 MK2180  HISTORY     - 1988     MONUMENTED       NGS
 MK2180  HISTORY     - 20060715 GOOD             JCLS
 MK2180  HISTORY     - 20110308 GOOD             NEGS
 MK2180  HISTORY     - 20130909 GOOD             INDIV
 MK2180
 MK2180                          STATION DESCRIPTION
 MK2180
 MK2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MK2180'0.08 KM (0.05 MI) WEST ALONG MAIN STREET, FROM THE POST OFFICE IN
 MK2180'GREENWOOD, TO U.S. HIGHWAY 6, THEN RIGHT AND NORTHEAST ALONG U.S.
 MK2180'HIGHWAY 6 FOR 6.52 KM (4.05 MI) TO A GRADED ROAD, THE NORTHWEST
 MK2180'CORNER OF THE ASHLAND COUNTRY CLUB GOLF COURSE, AND THE BENCH MARK ON
 MK2180'THE RIGHT, 28.8 M (94.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 MK2180'HIGHWAY, 23.8 M (78.1 FT) SOUTH FROM THE CENTERLINE OF THE GRADED
 MK2180'ROAD, 0.88 M (2.9 FT) NORTHEAST FROM A FENCE CORNER, 0.45 M (1.5 FT)
 MK2180'WEST FROM A WITNESS POST AND SET IN  THE TOP OF A ROUND CONCRETE POST
 MK2180'THAT IS RECESSED 0.04 M (0.1 FT) BELOW THE GROUND SURFACE AND ABOUT
 MK2180'2.5 M (8.2 FT) LOWER THAN THE HIGHWAY.
 MK2180
 MK2180                          STATION RECOVERY (2006)
 MK2180
 MK2180'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 MK2180'RECOVERED IN GOOD CONDITION.
 MK2180
 MK2180                          STATION RECOVERY (2011)
 MK2180
 MK2180'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 MK2180'RECOVERED IN GOOD CONDITION.
 MK2180
 MK2180                          STATION RECOVERY (2013)
 MK2180
 MK2180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BLY)
 MK2180'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0071 ***********************************************************************
 MN0071  DESIGNATION -  V 8
 MN0071  PID         -  MN0071
 MN0071  STATE/COUNTY-  NE/DEUEL
 MN0071  COUNTRY     -  US
 MN0071  USGS QUAD   -  BIG SPRINGS (2017)
 MN0071
 MN0071                         *CURRENT SURVEY CONTROL
 MN0071  ______________________________________________________________________
 MN0071* NAD 83(1986) POSITION- 41 03 42.4    (N) 102 04 29.2    (W)   HD_HELD2
 MN0071* NAVD 88 ORTHO HEIGHT -  1026.859 (meters)     3368.95  (feet) ADJUSTED
 MN0071  ______________________________________________________________________
 MN0071  GEOID HEIGHT    -        -20.639 (meters)                     GEOID18
 MN0071  DYNAMIC HEIGHT  -       1026.197 (meters)     3366.78  (feet) COMP
 MN0071  MODELED GRAVITY -    979,944.1   (mgal)                       NAVD 88
 MN0071
 MN0071  VERT ORDER      -  FIRST     CLASS II
 MN0071
 MN0071.The horizontal coordinates were established by autonomous hand held GPS
 MN0071.observations and have an estimated accuracy of +/- 10 meters.
 MN0071
 MN0071.The orthometric height was determined by differential leveling and
 MN0071.adjusted by the NATIONAL GEODETIC SURVEY
 MN0071.in June 1991.
 MN0071
 MN0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0071.GEOID18 height accuracy estimate available here.
 MN0071
 MN0071.Click photographs - Photos may exist for this station.
 MN0071
 MN0071.The dynamic height is computed by dividing the NAVD 88
 MN0071.geopotential number by the normal gravity value computed on the
 MN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0071.degrees latitude (g = 980.6199 gals.).
 MN0071
 MN0071.The modeled gravity was interpolated from observed gravity values.
 MN0071
 MN0071;                    North         East    Units  Estimated Accuracy
 MN0071;SPC NE       -   138,481.      325,672.      MT  (+/- 10 meters HH2 GPS)
 MN0071
 MN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4580049738(NAD 83)
 MN0071
 MN0071                          SUPERSEDED SURVEY CONTROL
 MN0071
 MN0071  NGVD 29 (02/14/92) 1026.398  (m)         3367.44   (f) ADJUSTED    1 2
 MN0071  NGVD 29 (??/??/87) 1026.398  (m)         3367.44   (f) SUPERSEDED  1 2
 MN0071
 MN0071.Superseded values are not recommended for survey control.
 MN0071
 MN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0071.See file dsdata.pdf to determine how the superseded data were derived.
 MN0071
 MN0071_MARKER: DB = BENCH MARK DISK
 MN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0071_STAMPING: 3367.441 V 8 1933
 MN0071_MARK LOGO: CGS
 MN0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0071+STABILITY: SURFACE MOTION
 MN0071
 MN0071  HISTORY     - Date     Condition        Report By
 MN0071  HISTORY     - 1933     MONUMENTED       CGS
 MN0071  HISTORY     - 1941     GOOD             CGS
 MN0071  HISTORY     - 19780321 GOOD             NGS
 MN0071  HISTORY     - 1985     GOOD             DMA
 MN0071  HISTORY     - 1986     GOOD             NGS
 MN0071
 MN0071                          STATION DESCRIPTION
 MN0071
 MN0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0071'AT BIG SPRINGS.
 MN0071'AT BIG SPRINGS, DEUEL COUNTY, ABOUT 250 FEET WEST OF THE UNION
 MN0071'PACIFIC RAILROAD STATION, ABOUT 3 POLES EAST OF MILEPOST 354,
 MN0071'AT THE PINE STREET CROSSING, ABOUT 127 FEET SOUTHEAST OF THE
 MN0071'SOUTHEAST CORNER OF THE BASE OF A RAILROAD WATER TANK, IN A SMALL
 MN0071'PARK, 49 FEET WEST OF THE CENTER LINE OF PINE STREET, 67.7 FEET
 MN0071'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 13.8 FEET NORTH
 MN0071'OF THE NORTH RAIL OF THE NORTH FREIGHT HOUSE TRACK, 3.5 FEET WEST
 MN0071'OF THE EAST IRON FENCE, AND 2.7 FEET NORTH OF THE SOUTH IRON
 MN0071'FENCE.  A STANDARD DISK, STAMPED 3367.441 V 8 1933 AND SET IN THE
 MN0071'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MN0071
 MN0071                          STATION RECOVERY (1941)
 MN0071
 MN0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0071'RECOVERED IN GOOD CONDITION.
 MN0071
 MN0071                          STATION RECOVERY (1978)
 MN0071
 MN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MN0071'RECOVERED IN GOOD CONDITION.
 MN0071
 MN0071                          STATION RECOVERY (1985)
 MN0071
 MN0071'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0071'RECOVERED IN GOOD CONDITION.
 MN0071
 MN0071                          STATION RECOVERY (1986)
 MN0071
 MN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0071'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MN0071'ADD--0.3 METER (1 FT) SOUTHWEST OF A WHITE GUARD POST AT THE SOUTHEAST
 MN0071'CORNER OF A SMALL PARK AND 0.3 METER (1 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0501 ***********************************************************************
 LG0501  DESIGNATION -  V 80
 LG0501  PID         -  LG0501
 LG0501  STATE/COUNTY-  NE/SEWARD
 LG0501  COUNTRY     -  US
 LG0501  USGS QUAD   -  MILFORD (2017)
 LG0501
 LG0501                         *CURRENT SURVEY CONTROL
 LG0501  ______________________________________________________________________
 LG0501* NAD 83(1986) POSITION- 40 47 50.     (N) 097 03 51.     (W)   SCALED
 LG0501* NAVD 88 ORTHO HEIGHT -   433.300 (meters)     1421.59  (feet) ADJUSTED
 LG0501  ______________________________________________________________________
 LG0501  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 LG0501  DYNAMIC HEIGHT  -        433.063 (meters)     1420.81  (feet) COMP
 LG0501  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 LG0501
 LG0501  VERT ORDER      -  SECOND    CLASS 0
 LG0501
 LG0501.The horizontal coordinates were scaled from a map and have
 LG0501.an estimated accuracy of +/- 6 seconds.
 LG0501
 LG0501.The orthometric height was determined by differential leveling and
 LG0501.adjusted by the NATIONAL GEODETIC SURVEY
 LG0501.in June 1991.
 LG0501
 LG0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0501.GEOID18 height accuracy estimate available here.
 LG0501
 LG0501.Click photographs - Photos may exist for this station.
 LG0501
 LG0501.The dynamic height is computed by dividing the NAVD 88
 LG0501.geopotential number by the normal gravity value computed on the
 LG0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0501.degrees latitude (g = 980.6199 gals.).
 LG0501
 LG0501.The modeled gravity was interpolated from observed gravity values.
 LG0501
 LG0501;                    North         East    Units  Estimated Accuracy
 LG0501;SPC NE       -   111,220.      747,650.      MT  (+/- 180 meters Scaled)
 LG0501
 LG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL633180(NAD 83)
 LG0501
 LG0501                          SUPERSEDED SURVEY CONTROL
 LG0501
 LG0501  NGVD 29 (??/??/92)  433.117  (m)         1420.98   (f) ADJ UNCH    2 0
 LG0501
 LG0501.Superseded values are not recommended for survey control.
 LG0501
 LG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0501.See file dsdata.pdf to determine how the superseded data were derived.
 LG0501
 LG0501_MARKER: DB = BENCH MARK DISK
 LG0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0501_SP_SET: ABUTMENT
 LG0501_STAMPING: V 80 1935
 LG0501_MARK LOGO: CGS
 LG0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0501
 LG0501  HISTORY     - Date     Condition        Report By
 LG0501  HISTORY     - 1935     MONUMENTED       CGS
 LG0501  HISTORY     - 1939     GOOD             CGS
 LG0501  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 LG0501
 LG0501                          STATION DESCRIPTION
 LG0501
 LG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0501'1.8 MI NW FROM MILFORD.
 LG0501'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0501'RAILROAD FROM THE STATION AT MILFORD, SEWARD COUNTY, 500 FEET
 LG0501'NORTHWEST OF A FARMHOUSE, AT BRIDGE 21.51, IN THE TOP OF THE
 LG0501'NORTHWEST CORNER OF THE NORTH ABUTMENT, AND 6.2 FEET WEST OF
 LG0501'THE WEST RAIL.  A STANDARD DISK, STAMPED V 80 1935.
 LG0501
 LG0501                          STATION RECOVERY (1939)
 LG0501
 LG0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LG0501'RECOVERED IN GOOD CONDITION.
 LG0501
 LG0501                          STATION RECOVERY (2002)
 LG0501
 LG0501'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0501'SITE LOCATED. GO NORTH APPROX. 2 MILES ON W. 252ND ST. FROM HWY 15 IN
 LG0501'SOUTHWEST MILFORD TO BRIDGE 21.51 EAST OF W. 252ND ST. SECOND TRACK
 LG0501'ADDED TO WEST OF ORIGINAL TRACK. NEW CONCRETE POURED OVER ORIGINAL
 LG0501'NORTH ABUTMENT (SITE OF MARK) WHICH IS NOW BENEATH NEW TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0963 ***********************************************************************
 MK0963  DESIGNATION -  V 81 RESET
 MK0963  PID         -  MK0963
 MK0963  STATE/COUNTY-  NE/SAUNDERS
 MK0963  COUNTRY     -  US
 MK0963  USGS QUAD   -  TOUHY (2017)
 MK0963
 MK0963                         *CURRENT SURVEY CONTROL
 MK0963  ______________________________________________________________________
 MK0963* NAD 83(1986) POSITION- 41 12 18.     (N) 096 45 18.     (W)   SCALED
 MK0963* NAVD 88 ORTHO HEIGHT -   394.19  (meters)     1293.3   (feet) RESET
 MK0963  ______________________________________________________________________
 MK0963  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 MK0963  VERT ORDER      -  THIRD
 MK0963
 MK0963.The horizontal coordinates were scaled from a map and have
 MK0963.an estimated accuracy of +/- 6 seconds.
 MK0963
 MK0963.The orthometric height was computed from unverified reset data.
 MK0963
 MK0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0963.GEOID18 height accuracy estimate available here.
 MK0963
 MK0963.Click photographs - Photos may exist for this station.
 MK0963
 MK0963;                    North         East    Units  Estimated Accuracy
 MK0963;SPC NE       -   157,400.      772,020.      MT  (+/- 180 meters Scaled)
 MK0963
 MK0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL882639(NAD 83)
 MK0963
 MK0963                          SUPERSEDED SURVEY CONTROL
 MK0963
 MK0963.No superseded survey control is available for this station.
 MK0963
 MK0963_MARKER: DB = BENCH MARK DISK
 MK0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0963_STAMPING: V 81 RESET 1939
 MK0963_MARK LOGO: CGS
 MK0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0963+STABILITY: SURFACE MOTION
 MK0963
 MK0963  HISTORY     - Date     Condition        Report By
 MK0963  HISTORY     - 1939     MONUMENTED       NEDR
 MK0963
 MK0963                          STATION DESCRIPTION
 MK0963
 MK0963'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1939
 MK0963'7.2 MI W FROM WAHOO.
 MK0963'7.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 MK0963'WAHOO, SAUNDERS COUNTY, ABOUT 0.5 MILE WEST OF SERVICE STATION,
 MK0963'ON THE SLOPE OF A LONG HILL, AT A COUNTY-ROAD CROSSING, 97 FEET
 MK0963'NORTHEAST OF A SECTION CORNER, 90 FEET NORTH OF THE CENTER
 MK0963'LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 MK0963'DISK, STAMPED V 81 RESET 1939 AND SET IN THE TOP OF A CONCRETE
 MK0963'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0479 ***********************************************************************
 LG0479  DESIGNATION -  V 82
 LG0479  PID         -  LG0479
 LG0479  STATE/COUNTY-  NE/FILLMORE
 LG0479  COUNTRY     -  US
 LG0479  USGS QUAD   -  EXETER (2017)
 LG0479
 LG0479                         *CURRENT SURVEY CONTROL
 LG0479  ______________________________________________________________________
 LG0479* NAD 83(1986) POSITION- 40 39 18.     (N) 097 25 33.     (W)   SCALED
 LG0479* NAVD 88 ORTHO HEIGHT -   489.089 (meters)     1604.62  (feet) ADJUSTED
 LG0479  ______________________________________________________________________
 LG0479  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 LG0479  DYNAMIC HEIGHT  -        488.820 (meters)     1603.74  (feet) COMP
 LG0479  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 LG0479
 LG0479  VERT ORDER      -  FIRST     CLASS II
 LG0479
 LG0479.The horizontal coordinates were scaled from a map and have
 LG0479.an estimated accuracy of +/- 6 seconds.
 LG0479
 LG0479.The orthometric height was determined by differential leveling and
 LG0479.adjusted by the NATIONAL GEODETIC SURVEY
 LG0479.in June 1991.
 LG0479
 LG0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0479.GEOID18 height accuracy estimate available here.
 LG0479
 LG0479.Click photographs - Photos may exist for this station.
 LG0479
 LG0479.The dynamic height is computed by dividing the NAVD 88
 LG0479.geopotential number by the normal gravity value computed on the
 LG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0479.degrees latitude (g = 980.6199 gals.).
 LG0479
 LG0479.The modeled gravity was interpolated from observed gravity values.
 LG0479
 LG0479;                    North         East    Units  Estimated Accuracy
 LG0479;SPC NE       -    94,470.      717,620.      MT  (+/- 180 meters Scaled)
 LG0479
 LG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL330016(NAD 83)
 LG0479
 LG0479                          SUPERSEDED SURVEY CONTROL
 LG0479
 LG0479  NGVD 29 (??/??/92)  488.923  (m)         1604.07   (f) ADJ UNCH    1 2
 LG0479
 LG0479.Superseded values are not recommended for survey control.
 LG0479
 LG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0479.See file dsdata.pdf to determine how the superseded data were derived.
 LG0479
 LG0479_MARKER: DB = BENCH MARK DISK
 LG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0479_STAMPING: V 82 1935
 LG0479_MARK LOGO: CGS
 LG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0479+STABILITY: SURFACE MOTION
 LG0479
 LG0479  HISTORY     - Date     Condition        Report By
 LG0479  HISTORY     - 1935     MONUMENTED       CGS
 LG0479  HISTORY     - 1940     GOOD             CGS
 LG0479  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0479
 LG0479                          STATION DESCRIPTION
 LG0479
 LG0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0479'1.4 MI NE FROM EXETER.
 LG0479'1.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0479'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.5 MILE NORTHEAST
 LG0479'OF THE JUNCTION OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LG0479'39.7 FEET NORTHWEST OF THE CENTER OF A COUNTY-ROAD CROSSING, 30.6
 LG0479'FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 22.7 FEET
 LG0479'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.4 FEET EAST OF A WHITE
 LG0479'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 82 1935 AND SET
 LG0479'IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
 LG0479
 LG0479                          STATION RECOVERY (1940)
 LG0479
 LG0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 LG0479'RECOVERED IN GOOD CONDITION.
 LG0479
 LG0479                          STATION RECOVERY (1991)
 LG0479
 LG0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0479'THE REFERENCE MEASUREMENTS LEAD TO A DITCH.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0029 ***********************************************************************
 ML0029  DESIGNATION -  V 83
 ML0029  PID         -  ML0029
 ML0029  STATE/COUNTY-  NE/BOONE
 ML0029  COUNTRY     -  US
 ML0029  USGS QUAD   -  PETERSBURG (2017)
 ML0029
 ML0029                         *CURRENT SURVEY CONTROL
 ML0029  ______________________________________________________________________
 ML0029* NAD 83(1986) POSITION- 41 49 43.     (N) 098 05 27.     (W)   SCALED
 ML0029* NAVD 88 ORTHO HEIGHT -   565.189 (meters)     1854.29  (feet) ADJUSTED
 ML0029  ______________________________________________________________________
 ML0029  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 ML0029  DYNAMIC HEIGHT  -        564.938 (meters)     1853.47  (feet) COMP
 ML0029  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 ML0029
 ML0029  VERT ORDER      -  SECOND    CLASS 0
 ML0029
 ML0029.The horizontal coordinates were scaled from a map and have
 ML0029.an estimated accuracy of +/- 6 seconds.
 ML0029
 ML0029.The orthometric height was determined by differential leveling and
 ML0029.adjusted by the NATIONAL GEODETIC SURVEY
 ML0029.in June 1991.
 ML0029
 ML0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0029.GEOID18 height accuracy estimate available here.
 ML0029
 ML0029.Click photographs - Photos may exist for this station.
 ML0029
 ML0029.The dynamic height is computed by dividing the NAVD 88
 ML0029.geopotential number by the normal gravity value computed on the
 ML0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0029.degrees latitude (g = 980.6199 gals.).
 ML0029
 ML0029.The modeled gravity was interpolated from observed gravity values.
 ML0029
 ML0029;                    North         East    Units  Estimated Accuracy
 ML0029;SPC NE       -   223,280.      658,540.      MT  (+/- 180 meters Scaled)
 ML0029
 ML0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM754311(NAD 83)
 ML0029
 ML0029                          SUPERSEDED SURVEY CONTROL
 ML0029
 ML0029  NGVD 29 (??/??/92)  564.958  (m)         1853.53   (f) ADJ UNCH    2 0
 ML0029
 ML0029.Superseded values are not recommended for survey control.
 ML0029
 ML0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0029.See file dsdata.pdf to determine how the superseded data were derived.
 ML0029
 ML0029_MARKER: DB = BENCH MARK DISK
 ML0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0029_STAMPING: V 83 1935
 ML0029_MARK LOGO: CGS
 ML0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0029+STABILITY: SURFACE MOTION
 ML0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0029+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 ML0029
 ML0029  HISTORY     - Date     Condition        Report By
 ML0029  HISTORY     - 1935     MONUMENTED       CGS
 ML0029  HISTORY     - 1961     GOOD             CGS
 ML0029  HISTORY     - 20100819 GOOD             JEOCON
 ML0029
 ML0029                          STATION DESCRIPTION
 ML0029
 ML0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0029'1.8 MI S FROM PETERSBURG.
 ML0029'1.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0029'FROM THE STATION AT PETERSBURG, BOONE COUNTY, 120 FEET SOUTH
 ML0029'OF BRIDGE D 210, 73.2 FEET NORTHEAST OF A ROAD CROSSING, 52.3
 ML0029'FEET EAST OF THE EAST RAIL, AND 3.8 FEET WEST OF A FENCE.  A
 ML0029'STANDARD DISK, STAMPED V 83 1935 AND SET IN THE TOP OF A CONCRETE
 ML0029'POST.
 ML0029
 ML0029                          STATION RECOVERY (1961)
 ML0029
 ML0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ML0029'RECOVERED IN GOOD CONDITION.
 ML0029
 ML0029                          STATION RECOVERY (2010)
 ML0029
 ML0029'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1640 ***********************************************************************
 MK1640  DESIGNATION -  V 84
 MK1640  PID         -  MK1640
 MK1640  STATE/COUNTY-  NE/PLATTE
 MK1640  COUNTRY     -  US
 MK1640  USGS QUAD   -  CORNLEA (2017)
 MK1640
 MK1640                         *CURRENT SURVEY CONTROL
 MK1640  ______________________________________________________________________
 MK1640* NAD 83(1986) POSITION- 41 40 43.     (N) 097 35 59.     (W)   SCALED
 MK1640* NAVD 88 ORTHO HEIGHT -   529.198 (meters)     1736.21  (feet) ADJUSTED
 MK1640  ______________________________________________________________________
 MK1640  GEOID HEIGHT    -        -24.766 (meters)                     GEOID18
 MK1640  DYNAMIC HEIGHT  -        528.971 (meters)     1735.47  (feet) COMP
 MK1640  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 MK1640
 MK1640  VERT ORDER      -  SECOND    CLASS 0
 MK1640
 MK1640.The horizontal coordinates were scaled from a map and have
 MK1640.an estimated accuracy of +/- 6 seconds.
 MK1640
 MK1640.The orthometric height was determined by differential leveling and
 MK1640.adjusted by the NATIONAL GEODETIC SURVEY
 MK1640.in June 1991.
 MK1640
 MK1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1640.GEOID18 height accuracy estimate available here.
 MK1640
 MK1640.Click photographs - Photos may exist for this station.
 MK1640
 MK1640.The dynamic height is computed by dividing the NAVD 88
 MK1640.geopotential number by the normal gravity value computed on the
 MK1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1640.degrees latitude (g = 980.6199 gals.).
 MK1640
 MK1640.The modeled gravity was interpolated from observed gravity values.
 MK1640
 MK1640;                    North         East    Units  Estimated Accuracy
 MK1640;SPC NE       -   207,650.      699,770.      MT  (+/- 180 meters Scaled)
 MK1640
 MK1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM165150(NAD 83)
 MK1640
 MK1640                          SUPERSEDED SURVEY CONTROL
 MK1640
 MK1640  NGVD 29 (??/??/92)  528.993  (m)         1735.54   (f) ADJ UNCH    2 0
 MK1640
 MK1640.Superseded values are not recommended for survey control.
 MK1640
 MK1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1640.See file dsdata.pdf to determine how the superseded data were derived.
 MK1640
 MK1640_MARKER: DB = BENCH MARK DISK
 MK1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1640_STAMPING: V 84 1935
 MK1640_MARK LOGO: CGS
 MK1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1640+STABILITY: SURFACE MOTION
 MK1640
 MK1640  HISTORY     - Date     Condition        Report By
 MK1640  HISTORY     - 1935     MONUMENTED       CGS
 MK1640  HISTORY     - 1966     POOR             CGS
 MK1640
 MK1640                          STATION DESCRIPTION
 MK1640
 MK1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1640'1.7 MI W FROM CORNLEA.
 MK1640'1.7 MILES WEST OF CORNLEA.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1640'RAILROAD BETWEEN ALBION AND HUMPHREY, 55.6 FEET NORTHEAST OF
 MK1640'CROSSING, 24.2 FEET NORTH OF THE NORTH RAIL, 3.8 FEET SOUTH OF
 MK1640'FENCE.  NOTE-- POST IS LEANING AND HALF OF THE TABLET HAS BEEN
 MK1640'BROKEN OFF.  MONUMENT IS STILL GOOD FOR STATION ONLY.
 MK1640
 MK1640                          STATION RECOVERY (1966)
 MK1640
 MK1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MK1640'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1200 ***********************************************************************
 MK1200  DESIGNATION -  V 86
 MK1200  PID         -  MK1200
 MK1200  STATE/COUNTY-  NE/COLFAX
 MK1200  COUNTRY     -  US
 MK1200  USGS QUAD   -  LEIGH (2017)
 MK1200
 MK1200                         *CURRENT SURVEY CONTROL
 MK1200  ______________________________________________________________________
 MK1200* NAD 83(1986) POSITION- 41 41 46.     (N) 097 12 47.     (W)   SCALED
 MK1200* NAVD 88 ORTHO HEIGHT -   478.394 (meters)     1569.53  (feet) ADJUSTED
 MK1200  ______________________________________________________________________
 MK1200  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 MK1200  DYNAMIC HEIGHT  -        478.188 (meters)     1568.86  (feet) COMP
 MK1200  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 MK1200
 MK1200  VERT ORDER      -  SECOND    CLASS 0
 MK1200
 MK1200.The horizontal coordinates were scaled from a map and have
 MK1200.an estimated accuracy of +/- 6 seconds.
 MK1200
 MK1200.The orthometric height was determined by differential leveling and
 MK1200.adjusted by the NATIONAL GEODETIC SURVEY
 MK1200.in June 1991.
 MK1200
 MK1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1200.GEOID18 height accuracy estimate available here.
 MK1200
 MK1200.Click photographs - Photos may exist for this station.
 MK1200
 MK1200.The dynamic height is computed by dividing the NAVD 88
 MK1200.geopotential number by the normal gravity value computed on the
 MK1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1200.degrees latitude (g = 980.6199 gals.).
 MK1200
 MK1200.The modeled gravity was interpolated from observed gravity values.
 MK1200
 MK1200;                    North         East    Units  Estimated Accuracy
 MK1200;SPC NE       -   210,550.      731,880.      MT  (+/- 180 meters Scaled)
 MK1200
 MK1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM486175(NAD 83)
 MK1200
 MK1200                          SUPERSEDED SURVEY CONTROL
 MK1200
 MK1200  NGVD 29 (??/??/92)  478.200  (m)         1568.89   (f) ADJ UNCH    2 0
 MK1200
 MK1200.Superseded values are not recommended for survey control.
 MK1200
 MK1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1200.See file dsdata.pdf to determine how the superseded data were derived.
 MK1200
 MK1200_MARKER: DB = BENCH MARK DISK
 MK1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1200_STAMPING: V 86 1935
 MK1200_MARK LOGO: CGS
 MK1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1200+STABILITY: SURFACE MOTION
 MK1200
 MK1200  HISTORY     - Date     Condition        Report By
 MK1200  HISTORY     - 1935     MONUMENTED       CGS
 MK1200  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1200
 MK1200                          STATION DESCRIPTION
 MK1200
 MK1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1200'1.5 MI E FROM LEIGH.
 MK1200'1.5 MILES EAST OF LEIGH.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1200'RAILROAD BETWEEN HUMPHREY AND HOOPER, 72.6 FEET NORTHEAST OF
 MK1200'CROSSING, 47.5 FEET NORTH OF THE NORTH RAIL, 40.4 FEET NORTHWEST
 MK1200'OF CULVERT NO. D-81, 2.5 FEET SOUTH OF FENCE.
 MK1200
 MK1200                          STATION RECOVERY (1965)
 MK1200
 MK1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0205 ***********************************************************************
 MN0205  DESIGNATION -  V 9
 MN0205  PID         -  MN0205
 MN0205  STATE/COUNTY-  NE/MORRILL
 MN0205  COUNTRY     -  US
 MN0205  USGS QUAD   -  MUD SPRINGS (2017)
 MN0205
 MN0205                         *CURRENT SURVEY CONTROL
 MN0205  ______________________________________________________________________
 MN0205* NAD 83(1986) POSITION- 41 28 02.     (N) 103 01 26.     (W)   SCALED
 MN0205* NAVD 88 ORTHO HEIGHT -  1236.061 (meters)     4055.31  (feet) ADJUSTED
 MN0205  ______________________________________________________________________
 MN0205  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 MN0205  DYNAMIC HEIGHT  -       1235.221 (meters)     4052.55  (feet) COMP
 MN0205  MODELED GRAVITY -    979,901.7   (mgal)                       NAVD 88
 MN0205
 MN0205  VERT ORDER      -  FIRST     CLASS II
 MN0205
 MN0205.The horizontal coordinates were scaled from a map and have
 MN0205.an estimated accuracy of +/- 6 seconds.
 MN0205
 MN0205.The orthometric height was determined by differential leveling and
 MN0205.adjusted by the NATIONAL GEODETIC SURVEY
 MN0205.in June 1991.
 MN0205
 MN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0205.GEOID18 height accuracy estimate available here.
 MN0205
 MN0205.Click photographs - Photos may exist for this station.
 MN0205
 MN0205.The dynamic height is computed by dividing the NAVD 88
 MN0205.geopotential number by the normal gravity value computed on the
 MN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0205.degrees latitude (g = 980.6199 gals.).
 MN0205
 MN0205.The modeled gravity was interpolated from observed gravity values.
 MN0205
 MN0205;                    North         East    Units  Estimated Accuracy
 MN0205;SPC NE       -   185,820.      247,530.      MT  (+/- 180 meters Scaled)
 MN0205
 MN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF650925(NAD 83)
 MN0205
 MN0205                          SUPERSEDED SURVEY CONTROL
 MN0205
 MN0205  NGVD 29 (??/??/92) 1235.441  (m)         4053.28   (f) ADJ UNCH    1 2
 MN0205
 MN0205.Superseded values are not recommended for survey control.
 MN0205
 MN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0205.See file dsdata.pdf to determine how the superseded data were derived.
 MN0205
 MN0205_MARKER: DB = BENCH MARK DISK
 MN0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0205_SP_SET: CULVERT
 MN0205_STAMPING: 4053.276 V 9 1933
 MN0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0205
 MN0205  HISTORY     - Date     Condition        Report By
 MN0205  HISTORY     - 1933     MONUMENTED       CGS
 MN0205  HISTORY     - 1934     GOOD             CGS
 MN0205  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0205
 MN0205                          STATION DESCRIPTION
 MN0205
 MN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0205'5 MI N FROM DALTON.
 MN0205'IN MORRILL COUNTY, 5.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 MN0205'AND QUINCY RAILROAD FROM THE STATION AT DALTON, CHEYENNE COUNTY,
 MN0205'AT DOUBLE CULVERT 51.42, AND IN THE TOP OF THE NORTH END OF THE
 MN0205'EAST CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED 4053.276 V
 MN0205'9 1933.
 MN0205
 MN0205                          STATION RECOVERY (1985)
 MN0205
 MN0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0205'NOT SEARCHED FOR.  LEVEL LINE RE-ROUTED ALONG US HIGHWAY 385.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0124 ***********************************************************************
 NO0124  SACS        -  This is a Secondary Airport Control Station.
 NO0124  DESIGNATION -  VALENTINE
 NO0124  PID         -  NO0124
 NO0124  STATE/COUNTY-  NE/CHERRY
 NO0124  COUNTRY     -  US
 NO0124  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0124
 NO0124                         *CURRENT SURVEY CONTROL
 NO0124  ______________________________________________________________________
 NO0124* NAD 83(2011) POSITION- 42 51 39.53533(N) 100 32 55.95301(W)   ADJUSTED
 NO0124* NAD 83(2011) ELLIP HT-   766.258 (meters)        (06/27/12)   ADJUSTED
 NO0124* NAD 83(2011) EPOCH   -  2010.00
 NO0124* NAVD 88 ORTHO HEIGHT -   788.118 (meters)     2585.68  (feet) ADJUSTED
 NO0124  ______________________________________________________________________
 NO0124  GEOID HEIGHT    -        -21.852 (meters)                     GEOID18
 NO0124  NAD 83(2011) X  -   -857,342.764 (meters)                     COMP
 NO0124  NAD 83(2011) Y  - -4,603,886.335 (meters)                     COMP
 NO0124  NAD 83(2011) Z  -  4,316,715.412 (meters)                     COMP
 NO0124  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 NO0124  DYNAMIC HEIGHT  -        787.803 (meters)     2584.65  (feet) COMP
 NO0124  MODELED GRAVITY -    980,195.0   (mgal)                       NAVD 88
 NO0124
 NO0124  VERT ORDER      -  FIRST     CLASS II
 NO0124
 NO0124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0124  Standards:
 NO0124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0124  -------------------------------------------------------------------
 NO0124  NETWORK    0.80   1.94           0.37   0.26   0.99     -0.08558398
 NO0124  -------------------------------------------------------------------
 NO0124  Click here for local accuracies and other accuracy information.
 NO0124
 NO0124.This mark is at Miller Field Airport (VTN)
 NO0124
 NO0124.The horizontal coordinates were established by GPS observations
 NO0124.and adjusted by the National Geodetic Survey in June 2012.
 NO0124
 NO0124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0124.been affixed to the stable North American tectonic plate. See 
 NO0124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0124
 NO0124.The horizontal coordinates are valid at the epoch date displayed above
 NO0124.which is a decimal equivalence of Year/Month/Day.
 NO0124
 NO0124.The orthometric height was determined by differential leveling and
 NO0124.adjusted by the NATIONAL GEODETIC SURVEY
 NO0124.in June 1991.
 NO0124
 NO0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0124.GEOID18 height accuracy estimate available here.
 NO0124
 NO0124.Click photographs - Photos may exist for this station.
 NO0124
 NO0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0124
 NO0124.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0124
 NO0124.The ellipsoidal height was determined by GPS observations
 NO0124.and is referenced to NAD 83.
 NO0124
 NO0124.The dynamic height is computed by dividing the NAVD 88
 NO0124.geopotential number by the normal gravity value computed on the
 NO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0124.degrees latitude (g = 980.6199 gals.).
 NO0124
 NO0124.The modeled gravity was interpolated from observed gravity values.
 NO0124
 NO0124. The following values were computed from the NAD 83(2011) position.
 NO0124
 NO0124;                    North         East     Units Scale Factor Converg.
 NO0124;SPC NE       -   336,320.396   455,146.394   MT  0.99993920   -0 21 49.5
 NO0124;SPC NE       - 1,103,411.17  1,493,259.46   sFT  0.99993920   -0 21 49.5
 NO0124;UTM  14      - 4,746,540.783   373,468.264   MT  0.99979697   -1 03 13.4
 NO0124
 NO0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0124!SPC NE       -   0.99987985  x   0.99993920  =   0.99981905
 NO0124!UTM  14      -   0.99987985  x   0.99979697  =   0.99967684
 NO0124
 NO0124:                Primary Azimuth Mark                     Grid Az
 NO0124:SPC NE       -  VALENTINE AZ MK                          170 02 31.9
 NO0124:UTM  14      -  VALENTINE AZ MK                          170 43 55.8
 NO0124
 NO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7346846540(NAD 83)
 NO0124
 NO0124|---------------------------------------------------------------------|
 NO0124| PID    Reference Object                     Distance      Geod. Az  |
 NO0124|                                                           dddmmss.s |
 NO0124| NO0123 VALENTINE RM 2                       43.158 METERS 00400     |
 NO0124| NO0126 VALENTINE AZ MK                     APPROX. 0.5 KM 1694042.4 |
 NO0124| NO0125 VALENTINE RM 1                       54.298 METERS 29238     |
 NO0124| NO0431 VALENTINE W MUNICIPAL TANK          APPROX. 3.1 KM 3540234.6 |
 NO0124| NO0432 VALENTINE MUNICIPAL TANK            APPROX. 3.1 KM 3541624.6 |
 NO0124|---------------------------------------------------------------------|
 NO0124
 NO0124                          SUPERSEDED SURVEY CONTROL
 NO0124
 NO0124  NAD 83(2007)-  42 51 39.53521(N)    100 32 55.95417(W) AD(2002.00) 0
 NO0124  ELLIP H (02/10/07)  766.287  (m)                       GP(2002.00)    
 NO0124  ELLIP H (12/12/01)  766.263  (m)                       GP(       ) 4 2
 NO0124  NAD 83(1995)-  42 51 39.53478(N)    100 32 55.95414(W) AD(       ) 1
 NO0124  ELLIP H (09/18/97)  766.318  (m)                       GP(       ) 4 2
 NO0124  NAD 83(1995)-  42 51 39.53431(N)    100 32 55.95340(W) AD(       ) 3
 NO0124  ELLIP H (08/18/97)  766.325  (m)                       GP(       ) 4 1
 NO0124  NAD 83(1986)-  42 51 39.53390(N)    100 32 55.96603(W) AD(       ) 3
 NO0124  NAD 27      -  42 51 39.51000(N)    100 32 54.47200(W) AD(       ) 3
 NO0124  NAVD 88             788.12   (m)         2585.7    (f) LEVELING    3  
 NO0124  NGVD 29 (??/??/92)  787.833  (m)         2584.75   (f) ADJ UNCH    1 2
 NO0124  NGVD 29             787.83   (m)         2584.7    (f) LEVELING    3  
 NO0124
 NO0124.Superseded values are not recommended for survey control.
 NO0124
 NO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0124.See file dsdata.pdf to determine how the superseded data were derived.
 NO0124
 NO0124_MARKER: DS = TRIANGULATION STATION DISK
 NO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0124_STAMPING: VALENTINE 1949
 NO0124_MARK LOGO: CGS
 NO0124_PROJECTION: FLUSH
 NO0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0124+STABILITY: SURFACE MOTION
 NO0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0124+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1997
 NO0124
 NO0124  HISTORY     - Date     Condition        Report By
 NO0124  HISTORY     - 1949     MONUMENTED       CGS
 NO0124  HISTORY     - 1957     GOOD             CGS
 NO0124  HISTORY     - 1980     GOOD             USGS
 NO0124  HISTORY     - 19890503 GOOD             NGS
 NO0124  HISTORY     - 19900721 GOOD             NGS
 NO0124  HISTORY     - 19910803 GOOD             NGS
 NO0124  HISTORY     - 19950709 GOOD             NGS
 NO0124  HISTORY     - 19970712 GOOD             NGS
 NO0124  HISTORY     - 20100629 MARK NOT FOUND   HWSCON
 NO0124
 NO0124                          STATION DESCRIPTION
 NO0124
 NO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0124'THE STATION IS LOCATED ON THE VALENTINE MUNICIPAL AIRPORT, ABOUT
 NO0124'0.75 OF A MILE SOUTH FROM THE CENTER OF THE BUSINESS DISTRICT.
 NO0124'IT IS 208.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A HANGAR,
 NO0124'94.0 FEET SOUTHEAST OF THE CENTER OF A GATE, 84.0 FEET SOUTHEAST
 NO0124'OF A FENCE CORNER, AND 59.0 FEET NORTH OF THE CENTER OF A PAVED
 NO0124'TAXI STRIP.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND
 NO0124'IS STAMPED VALENTINE 1949.
 NO0124'
 NO0124'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 NO0124'102.5 FEET WEST OF THE CENTER OF A WIRE GATE AND 7.0 FEET EAST
 NO0124'OF A FENCE CORNER.  IT IS SET FLUSH WITH THE TOP OF THE GROUND
 NO0124'AND IS STAMPED VALENTINE NO 1 1949.
 NO0124'
 NO0124'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 NO0124'13.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A BUILDING AND 45.0
 NO0124'FEET SOUTH OF A FENCE CORNER.  IT IS SET FLUSH WITH THE TOP
 NO0124'OF THE GROUND AND IS STAMPED VALENTINE NO 2 1949.
 NO0124'
 NO0124'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 188.70 FEET.
 NO0124'
 NO0124'THE AZIMUTH MARK IS 172.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NO0124'END OF A NORTHWEST-SOUTHEAST RUNWAY AND IS IN THE ANGLE FORMED
 NO0124'BY TWO RUNWAY MARKERS.  IT PROJECTS 6 INCHES AND IS STAMPED
 NO0124'VALENTINE 1949.
 NO0124'
 NO0124'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0124'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0124'WITH U.S. HIGHWAY NO. 20, TURN RIGHT ON U.S. HIGHWAY NO. 20
 NO0124'AND GO WEST FOR 0.2 OF A MILE TO A T ROAD LEFT, TURN LEFT, SOUTH
 NO0124'AND GO 0.25 OF A MILE TO A ROAD LEFT TO THE AIRPORT, TURN LEFT
 NO0124'AND GO SOUTHEAST FOR 0.4 OF A MILE TO THE AIRPORT AND THE
 NO0124'STATION AS DESCRIBED.
 NO0124'
 NO0124'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST TO
 NO0124'THE END OF A NORTHWEST-SOUTHEAST RUNWAY FOR 0.25 OF A MILE AND
 NO0124'THE AZIMUTH MARK AS DESCRIBED.
 NO0124'
 NO0124'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0124
 NO0124                          STATION RECOVERY (1957)
 NO0124
 NO0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NO0124'1 MI S FROM VALENTINE.
 NO0124'ABOUT ONE MILE SOUTH OF VALENTINE, IN SECTION 6, T. 33 N., R.
 NO0124'27 W., AT VALENTINE AIRPORT, 108 FEET SOUTHEAST OF THE SOUTHEAST
 NO0124'CORNER OF THE ADMINISTRATION BUILDING, 99 FEET SOUTH OF A
 NO0124'GASOLINE PUMP, 78 1/2 FEET SOUTHEAST OF A FENCE CORNER POST, 32 1/2
 NO0124'FEET SOUTHEAST OF THE NORTHEAST SIDE OF AN ASPHALT APRON, IN THE
 NO0124'TOP OF A CONCRETE POST 5 INCHES BELOW THE SURFACE OF THE ASPHALT.
 NO0124'ACCESS TO THE MARK IS HAD THRU A 4-INCH HOLE CUT IN THE PAVEMENT.
 NO0124
 NO0124                          STATION RECOVERY (1980)
 NO0124
 NO0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0124'THE STATION MARK IS REPORTED TO BE IN GOOD CONDITION UNDER ABOUT 4
 NO0124'INCHES OF ASPHALT OF THE APPROACH APRON. RM 1 (ELEV. 2585.582) IS OK
 NO0124'AND BURIED ABOUT 3 INCHES IN THE LAWN OF THE ADMINISTRATION BLDG. RM
 NO0124'2 (ELEV. 2585.638) IS REPORTED TO HAVE BEEN DESTROYED WHEN A NEW
 NO0124'HANGER WAS BUILT. THE AZIMUTH MARK (ELEV. 2585.674) WAS FOUND IN GOOD
 NO0124'CONDITION. THE RUNWAY HAS BEEN EXTENDED TO THE SE FROM THE AZIMUTH
 NO0124'MARK.
 NO0124
 NO0124                          STATION RECOVERY (1989)
 NO0124
 NO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0124'THE STATION IS LOCATED AT THE VALENTINE/MILLER FIELD BELOW THE SURFACE
 NO0124'OF AN APRON.  OWNERSHIP--CITY OF VALENTINE, 323 NORTH MAIN STREET,
 NO0124'VALENTINE, NE 69201.  AIRPORT MANAGER IS ROBER KILMER, TELEPHONE IS
 NO0124'402-376-1611.
 NO0124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 83 AND
 NO0124'STATE HIGHWAY 12 IN THE SOUTH SECTION OF VALENTINE, GO EAST ON U.S.
 NO0124'HIGHWAYS 20 AND 83 FOR 0.07 KM (0.05 MI) TO HALL STREET ON THE RIGHT.
 NO0124'TURN RIGHT AND GO SOUTH ON HALL STREET FOR 0.74 KM (0.45 MI) TO THE
 NO0124'ROADS END AT A GATE NEXT TO A HANGAR.  PASS THROUGH THE GATE, THEN
 NO0124'TURN RIGHT AND GO SOUTHEAST ALONG A LAWNS EDGE FOR 43 M (141.1 FT) TO
 NO0124'THE STATION.
 NO0124'THE STATION MARK IS SET 20 CM BELOW THE SURFACE OF THE AIRPORT TARMAC
 NO0124'IN AN OPEN 9 CM HOLE WITH A SECTION OF STEEL PIPE FOR A SLEEVE THAT
 NO0124'REACHS ALMOST TO THE SURFACE.  IT IS 33.0 M (108.3 FT) SOUTH-SOUTHEAST
 NO0124'OF THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 9.7 M
 NO0124'(31.8 FT) EAST-SOUTHEAST OF THE APRON EDGE, 12.5 M (41.0 FT) SOUTHEAST
 NO0124'OF THE SOUTH ONE OF TWO GAS-FILLER PIPES PROJECTING ABOUT 40 CM, 31.2
 NO0124'M (102.4 FT) SOUTH-SOUTHWEST OF THE CENTER OF A GAS PUMP NEAR A GATE,
 NO0124'42.7 M (140.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 NO0124'HANGAR AT A GATE AND 27.0 M (88.6 FT) NORTHWEST OF THE SOUTHEAST EDGE
 NO0124'OF A TAXIWAY AND APRON.
 NO0124'DESCRIBED BY G.R.HEID.
 NO0124
 NO0124                          STATION RECOVERY (1990)
 NO0124
 NO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NO0124'THE STATION IS LOCATED AT MILLER FIELD SOUTHEAST OF THE AIRPORT OFFICE
 NO0124'IN THE RAMP.  IT IS 140 FT (42.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 NO0124'CORNER OF A HANGAR, 108.3 FT (33.0 M) SOUTHEAST OF THE SOUTHEAST
 NO0124'CORNER OF THE AIRPORT OFFICE AND 88.6 FT (27.0 M) NORTHWEST OF THE
 NO0124'SOUTHEAST EDGE OF THE RAMP.  THE STATION IS A STANDARD TRIANGULATION
 NO0124'DISK STAMPED VALENTINE 1949 SET IN THE TOP OF A CONCRETE POST.  THE
 NO0124'STATION IS NOW COVERED BY RAMP PAVING AND IS 0.6 FOOT (18.3 CM) BELOW
 NO0124'THE SURFACE.  ACCESS IS GAINED THROUGH A 3-INCH PIPE WITHOUT A COVER.
 NO0124'NOTE, SEE ALSO QUAD 421004 STA 1019.
 NO0124
 NO0124                          STATION RECOVERY (1991)
 NO0124
 NO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0124'0.1 KM (0.05 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 NO0124'U.S. HIGHWAY 20 IN VALENTINE, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 NO0124'ALONG HALL STREET, 42.6 M (139.8 FT) SOUTH OF THE SOUTH CORNER OF THE
 NO0124'MOST SOUTHERLY HANGER, 37.2 M (122.0 FT) SOUTHEAST OF THE SOUTH
 NO0124'ENTRANCE DOOR TO THE VALENTINE AIRPORT OFFICE, 26.5 M (86.9 FT)
 NO0124'NORTHWEST OF THE SOUTHEAST EDGE OF A TAXIWAY, 12.6 M (41.3 FT) EAST
 NO0124'OF A WITNESS POST, 9.6 M (31.5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF
 NO0124'THE TAXIWAY, AND THE MONUMENT IS RECESSED 0.15 M (0.49 FT) BELOW THE
 NO0124'TAXIWAY SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A 3-INCH
 NO0124'IRON PIPE.
 NO0124
 NO0124                          STATION RECOVERY (1995)
 NO0124
 NO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NO0124'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF CROOKSTON,
 NO0124'ON THE SOUTH SIDE OF VALENTINE, AT THE VALENTINE MUNICIPAL/MILLER
 NO0124'FIELD AIRPORT, SOUTHEAST OF THE AIRPORT OFFICE AND IN THE APRON.
 NO0124'OWNERSHIP--CITY OF VALENTINE, 323 NORTH MAIN STREET, VALENTINE NE
 NO0124'69201.  AIRPORT MANAGER IS ROBERT KILMER, PHONE (402) 376-1611.  TO
 NO0124'REACH THE STATION FROM THE JUNCTION OF JUNCTION OF US HIGHWAYS 20 AND
 NO0124'83 NORTH IN VALENTINE, GO EASTERLY ON US HIGHWAYS 20/83 FOR 0.05 MI
 NO0124'(0.08 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY FOLLOWING
 NO0124'HALL STREET FOR 0.45 MI (0.72 KM) TO A GATE AHEAD ON THE SOUTH SIDE OF
 NO0124'A HANGAR, PASS THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE APRON
 NO0124'FOR 120 FT (36.6 M) TO THE STATION IN THE APRON.  THE STATION IS
 NO0124'RECESSED 15 CM BELOW THE APRON SURFACE. LOCATED 139.8 FT (42.6 M)
 NO0124'SOUTH OF THE SOUTH CORNER OF A HANGAR, 122.0 FT (37.2 M) SOUTHEAST OF
 NO0124'THE SOUTH ENTRANCE DOOR TO THE AIRPORT OFFICE, 88.0 FT (26.8 M)
 NO0124'NORTHWEST OF THE SOUTHEAST EDGE OF THE APRON PAVEMENT, 41.3 FT (12.6
 NO0124'M) EAST OF A WITNESS POST AND 31.5 FT (9.6 M) SOUTHEAST OF THE
 NO0124'NORTHWEST EDGE OF THE APRON SURFACE.  NOTE--ACCESS TO THE STATION IS
 NO0124'HAD THROUGH A 3 INCH IRON PIPE AND A TRIPOD AND TRIBRACH MAY BE
 NO0124'REQUIRED.  THIS STATION TO BE USED AS SACS.
 NO0124
 NO0124                          STATION RECOVERY (1997)
 NO0124
 NO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NO0124'RECOVERED AS DESCRIBED.
 NO0124
 NO0124                          STATION RECOVERY (2010)
 NO0124
 NO0124'RECOVERY NOTE BY HWS CONSULTING GROUP 2010 (JPH)
 NO0124'PAVING OF APRON AT AIRPORT HAS COVERED THIS POINT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0126 ***********************************************************************
 NO0126  SACS        -  This is a Secondary Airport Control Station.
 NO0126  DESIGNATION -  VALENTINE AZ MK
 NO0126  PID         -  NO0126
 NO0126  STATE/COUNTY-  NE/CHERRY
 NO0126  COUNTRY     -  US
 NO0126  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0126
 NO0126                         *CURRENT SURVEY CONTROL
 NO0126  ______________________________________________________________________
 NO0126* NAD 83(2011) POSITION- 42 51 23.52345(N) 100 32 51.98941(W)   ADJUSTED
 NO0126* NAD 83(2011) ELLIP HT-   766.549 (meters)        (06/27/12)   ADJUSTED
 NO0126* NAD 83(2011) EPOCH   -  2010.00
 NO0126* NAVD 88 ORTHO HEIGHT -   788.398 (meters)     2586.60  (feet) ADJUSTED
 NO0126  ______________________________________________________________________
 NO0126  GEOID HEIGHT    -        -21.844 (meters)                     GEOID18
 NO0126  NAD 83(2011) X  -   -857,315.864 (meters)                     COMP
 NO0126  NAD 83(2011) Y  - -4,604,233.463 (meters)                     COMP
 NO0126  NAD 83(2011) Z  -  4,316,353.375 (meters)                     COMP
 NO0126  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 NO0126  DYNAMIC HEIGHT  -        788.083 (meters)     2585.57  (feet) COMP
 NO0126  MODELED GRAVITY -    980,194.5   (mgal)                       NAVD 88
 NO0126
 NO0126  VERT ORDER      -  FIRST     CLASS II
 NO0126
 NO0126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0126  Standards:
 NO0126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0126  -------------------------------------------------------------------
 NO0126  NETWORK    0.75   1.88           0.35   0.24   0.96     -0.06565742
 NO0126  -------------------------------------------------------------------
 NO0126  Click here for local accuracies and other accuracy information.
 NO0126
 NO0126.This mark is at Miller Field Airport (VTN)
 NO0126
 NO0126.The horizontal coordinates were established by GPS observations
 NO0126.and adjusted by the National Geodetic Survey in June 2012.
 NO0126
 NO0126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0126.been affixed to the stable North American tectonic plate. See 
 NO0126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0126
 NO0126.The horizontal coordinates are valid at the epoch date displayed above
 NO0126.which is a decimal equivalence of Year/Month/Day.
 NO0126
 NO0126.The orthometric height was determined by differential leveling and
 NO0126.adjusted by the NATIONAL GEODETIC SURVEY
 NO0126.in June 1991.
 NO0126
 NO0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0126.GEOID18 height accuracy estimate available here.
 NO0126
 NO0126.Click photographs - Photos may exist for this station.
 NO0126
 NO0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0126
 NO0126.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0126
 NO0126.The ellipsoidal height was determined by GPS observations
 NO0126.and is referenced to NAD 83.
 NO0126
 NO0126.The dynamic height is computed by dividing the NAVD 88
 NO0126.geopotential number by the normal gravity value computed on the
 NO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0126.degrees latitude (g = 980.6199 gals.).
 NO0126
 NO0126.The modeled gravity was interpolated from observed gravity values.
 NO0126
 NO0126. The following values were computed from the NAD 83(2011) position.
 NO0126
 NO0126;                    North         East     Units Scale Factor Converg.
 NO0126;SPC NE       -   335,825.765   455,233.235   MT  0.99993735   -0 21 46.8
 NO0126;SPC NE       - 1,101,788.36  1,493,544.37   sFT  0.99993735   -0 21 46.8
 NO0126;UTM  14      - 4,746,045.214   373,549.131   MT  0.99979671   -1 03 10.4
 NO0126
 NO0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0126!SPC NE       -   0.99987980  x   0.99993735  =   0.99981716
 NO0126!UTM  14      -   0.99987980  x   0.99979671  =   0.99967653
 NO0126
 NO0126:                Primary Azimuth Mark                     Grid Az
 NO0126:SPC NE       -  VALENTINE                                350 02 31.9
 NO0126:UTM  14      -  VALENTINE                                350 43 55.5
 NO0126
 NO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7354946045(NAD 83)
 NO0126
 NO0126|---------------------------------------------------------------------|
 NO0126| PID    Reference Object                     Distance      Geod. Az  |
 NO0126|                                                           dddmmss.s |
 NO0126| NO0124 VALENTINE                           APPROX. 0.5 KM 3494045.1 |
 NO0126|---------------------------------------------------------------------|
 NO0126
 NO0126                          SUPERSEDED SURVEY CONTROL
 NO0126
 NO0126  NAD 83(2007)-  42 51 23.52333(N)    100 32 51.99058(W) AD(2002.00) 0
 NO0126  ELLIP H (02/10/07)  766.578  (m)                       GP(2002.00)    
 NO0126  ELLIP H (12/12/01)  766.554  (m)                       GP(       ) 4 2
 NO0126  NAD 83(1995)-  42 51 23.52290(N)    100 32 51.99054(W) AD(       ) 1
 NO0126  ELLIP H (09/18/97)  766.609  (m)                       GP(       ) 4 2
 NO0126  NAD 83(1995)-  42 51 23.52237(N)    100 32 51.98955(W) AD(       ) 3
 NO0126  ELLIP H (08/18/97)  766.615  (m)                       GP(       ) 4 1
 NO0126  NAD 83(1986)-  42 51 23.52200(N)    100 32 52.00184(W) AD(       ) 3
 NO0126  NAVD 88             788.40   (m)         2586.6    (f) LEVELING    3  
 NO0126  NGVD 29 (??/??/92)  788.115  (m)         2585.67   (f) ADJ UNCH    1 2
 NO0126  NGVD 29 (02/23/90)  788.1    (m)  RAPSU86  model used  GPS OBS        
 NO0126
 NO0126.Superseded values are not recommended for survey control.
 NO0126
 NO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0126.See file dsdata.pdf to determine how the superseded data were derived.
 NO0126
 NO0126_MARKER: DZ = AZIMUTH MARK DISK
 NO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0126_STAMPING: VALENTINE 1949
 NO0126_MARK LOGO: CGS
 NO0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0126+STABILITY: SURFACE MOTION
 NO0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0126+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 NO0126
 NO0126  HISTORY     - Date     Condition        Report By
 NO0126  HISTORY     - 1949     MONUMENTED       CGS
 NO0126  HISTORY     - 1957     GOOD             CGS
 NO0126  HISTORY     - 1980     GOOD             USGS
 NO0126  HISTORY     - 19890503 GOOD             NGS
 NO0126  HISTORY     - 19900721 GOOD             NGS
 NO0126  HISTORY     - 19910803 GOOD             NGS
 NO0126  HISTORY     - 19950709 GOOD             NGS
 NO0126  HISTORY     - 19970712 GOOD             NGS
 NO0126  HISTORY     - 20100629 GOOD             HWSCON
 NO0126  HISTORY     - 20161005 GOOD             INDIV
 NO0126
 NO0126                          STATION DESCRIPTION
 NO0126
 NO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0126'1.4 MI S FROM VALENTINE.
 NO0126'ABOUT 1.4 MILES SOUTH OF VALENTINE, IN SECTION 6, T. 33 N., R.
 NO0126'27 W., AT VALENTINE AIRPORT, 131 FEET SOUTH OF THE SOUTH CORNER
 NO0126'OF THE NORTHWEST-SOUTHEAST RUNWAY, IN THE ANGLE FORMED BY TWO
 NO0126'YELLOW AND WHITE RUNWAY MARKERS, 1 1/2 FEET WEST OF A WHITE
 NO0126'WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH
 NO0126'PROJECTS 4 INCHES.
 NO0126
 NO0126                          STATION RECOVERY (1980)
 NO0126
 NO0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0126'THE AZIMUTH MARK (ELEV. 2585.674) WAS FOUND IN GOOD CONDITION. THE
 NO0126'RUNWAY HAS BEEN EXTENDED TO THE SE FROM THE AZIMUTH MARK.
 NO0126
 NO0126                          STATION RECOVERY (1989)
 NO0126
 NO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0126'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTH OF VALENTINE, AT THE
 NO0126'VALENTINE/MILLER FIELD, ALONG RUNWAY 13-31, AT A RUNWAY EDGE CLEARANCE
 NO0126'PANEL.  OWNERSHIP--CITY OF VALENTINE, 323 NORTH MAIN STREET,
 NO0126'VALINTINE, NE 69201.  AIRPORT MANAGER IS ROBERT KILMER, TELEPHONE IS
 NO0126'402-376-1611.
 NO0126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 83 AND
 NO0126'STATE HIGHWAY 12 IN THE SOUTH SECTION OF VALENTINE, GO EAST ON U.S.
 NO0126'HIGHWAYS 12 AND 83 FOR 0.07 KM (0.05 MI) TO HALL STREET ON THE RIGHT.
 NO0126'TURN RIGHT AND GO SOUTH ON HALL STREET FOR 0.74 KM (0.45 MI) TO THE
 NO0126'ROADS END AT A GATE NEXT TO A HANGAR.  PASS THROUGH THE GATE, THEN
 NO0126'TURN RIGHT AND GO SOUTHWEST ON AN APRON, THEN A TAXIWAY FOR 0.2 KM
 NO0126'(0.10 MI) TO THE FAR SIDE OF RUNWAY 13-31.  TURN LEFT AND GO SOUTHEAST
 NO0126'ALONGSIDE THE RUNWAY FOR 0.33 KM (0.20 MI) TO THE CENTER OF RUNWAY
 NO0126'2-20.  CONTINUE AHEAD FOR 0.28 KM (0.15 MI) TO THE STATION ON THE
 NO0126'RIGHT.
 NO0126'THE STATION MARK IS SET 747 M (2450.8 FT) NORTHWEST OF THE END OF
 NO0126'RUNWAY 31, 45.1 M (148.0 FT) SOUTHWEST OF THE CENTER OF RUNWAY 13-31,
 NO0126'0.6 M (2.0 FT) NORTH OF THE SOUTHEAST END OF A CLEARANCE PANEL, 0.5 M
 NO0126'(1.6 FT) SOUTHWEST OF A WOODEN WITNESS POST, 0.3 M (1.0 FT) NORTH OF A
 NO0126'FIBERGLASS WITNESS POST AND PROJECTS 5 CM ABOVE THE SURFACE.
 NO0126'DESCRIBED G.R.HEID.
 NO0126
 NO0126                          STATION RECOVERY (1990)
 NO0126
 NO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NO0126'THE STATION IS LOCATED AT MILLER FIELD SOUTHEAST OF THE INTERSECTION
 NO0126'OF RUNWAYS 13/31 AND 2/20.  IT IS 148.0 FT (45.1 M) SOUTHWEST OF THE
 NO0126'CENTERLINE OF RUNWAY 13/31, 141.7 FT (43.2 M) WESTERLY OF THE SEVENTH
 NO0126'RUNWAY LIGHT SOUTHEAST OF THE RUNWAY INTERSECTION OF THE SOUTHWEST
 NO0126'SIDE OF THE RUNWAY AND 125.8 FT (38.3 M) SOUTHERLY FROM THE SIXTH
 NO0126'RUNWAY LIGHT FROM THE INTERSECTION.  THE STATION IS A STANDARD AZIMUTH
 NO0126'STATION DISK STAMPED VALENTINE 1949 SET IN THE TOP OF A CONCRETE POST
 NO0126'WHICH PROJECTS 0.1 FOOT.  (3.0 CM) SEE ALSO QUAD 421004 STA 1019.
 NO0126
 NO0126                          STATION RECOVERY (1991)
 NO0126
 NO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0126'0.1 KM (0.05 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 NO0126'U.S. HIGHWAY 20 IN VALENTINE, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 NO0126'ALONG HALL STREET, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG A
 NO0126'TAXIWAY, THENCE 0.4 KM (0.25 MI) SOUTHEASTERLY ALONG RUNWAY 13-31,
 NO0126'45.0 M (147.6 FT) SOUTHWEST OF AND LEVEL WITH THE RUNWAY CENTERLINE,
 NO0126'0.3 M (1.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A RUNWAY MARKER
 NO0126'(YELLOW AND WHITE STRIPED), 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 NO0126'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NO0126'SURFACE.
 NO0126
 NO0126                          STATION RECOVERY (1995)
 NO0126
 NO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NO0126'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF CROOKSTON,
 NO0126'ON THE SOUTH SIDE OF VALENTINE, AT THE VALENTINE MUNICIPAL/MILLER
 NO0126'FIELD AIRPORT.  OWNERSHIP--CITY OF VALENTINE, 323 NORTH MAIN STREET,
 NO0126'VALENTINE NE 69201.  AIRPORT MANAGER IS ROBERT KILMER, PHONE (402)
 NO0126'376-1611.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20
 NO0126'AND 83 NORTH IN VALENTINE GO EASTERLY ON US HIGHWAYS 20/83 FOR 0.05 MI
 NO0126'(0.08 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY FOLLOWING
 NO0126'HALL STREET FOR 0.45 MI (0.72 KM) TO A GATE AHEAD ON THE SOUTH SIDE OF
 NO0126'A HANGAR, PASS THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE APRON
 NO0126'THEN THE TAXIWAY FOR 0.15 MI (0.24 KM) TO THE RUNWAY, TURN LEFT AND GO
 NO0126'SOUTHEAST ON RUNWAY 13/31 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 NO0126'RIGHT.  THE STATION PROJECTS 5 CM ABOVE GROUND.  LOCATED 147.6 FT
 NO0126'(45.0 M) SOUTHWEST OF THE RUNWAY CENTER, 152.0 FT (46.3 M) WEST OF A
 NO0126'RUNWAY LIGHT (123), 113.3 FT (34.5 M) SOUTH OF A RUNWAY LIGHT (124),
 NO0126'1.0 FT (0.3 M) NORTHEAST OF THE NORTHEAST CORNER OF A DAYLIGHT RUNWAY
 NO0126'MARKER PANEL AND 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.  THIS
 NO0126'STATION TO BE USED AS SACS.
 NO0126
 NO0126                          STATION RECOVERY (1997)
 NO0126
 NO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NO0126'RECOVERED AS DESCRIBED.
 NO0126
 NO0126                          STATION RECOVERY (2010)
 NO0126
 NO0126'RECOVERY NOTE BY HWS CONSULTING GROUP 2010 (JPH)
 NO0126'RUNWAY LIGHTS HAVE BEEN REPLACED, THE NEW DISTANCES ARE 144.5 SE TO RW
 NO0126'LIGHT(31)
 NO0126'137.6 NE TO RW LIGHT(29)
 NO0126
 NO0126                          STATION RECOVERY (2016)
 NO0126
 NO0126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JPH)
 NO0126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0433 ***********************************************************************
 NO0433  DESIGNATION -  VALENTINE CONSUM PWR RAD TOWER
 NO0433  PID         -  NO0433
 NO0433  STATE/COUNTY-  NE/CHERRY
 NO0433  COUNTRY     -  US
 NO0433  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0433
 NO0433                         *CURRENT SURVEY CONTROL
 NO0433  ______________________________________________________________________
 NO0433* NAD 83(1995) POSITION- 42 52 53.85787(N) 100 32 28.00202(W)   ADJUSTED
 NO0433  ______________________________________________________________________
 NO0433  GEOID HEIGHT    -        -21.924 (meters)                     GEOID18
 NO0433  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 NO0433  HORZ ORDER      -  THIRD
 NO0433
 NO0433.The horizontal coordinates were established by classical geodetic methods
 NO0433.and adjusted by the National Geodetic Survey in August 1997.
 NO0433
 NO0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0433.GEOID18 height accuracy estimate available here.
 NO0433
 NO0433.Click photographs - Photos may exist for this station.
 NO0433
 NO0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0433
 NO0433. The following values were computed from the NAD 83(1995) position.
 NO0433
 NO0433;                    North         East     Units Scale Factor Converg.
 NO0433;SPC NE       -   338,609.696   455,795.219   MT  0.99994785   -0 21 30.9
 NO0433;SPC NE       - 1,110,921.98  1,495,388.15   sFT  0.99994785   -0 21 30.9
 NO0433;SPC SD S     -    60,932.457   583,025.272   MT  0.99998892   -0 08 36.0
 NO0433;SPC SD S     -   199,909.24  1,912,808.75   sFT  0.99998892   -0 08 36.0
 NO0433;UTM  14      - 4,748,821.766   374,144.515   MT  0.99979487   -1 02 55.8
 NO0433
 NO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7414448821(NAD 83)
 NO0433
 NO0433                          SUPERSEDED SURVEY CONTROL
 NO0433
 NO0433  NAD 83(1986)-  42 52 53.85936(N)    100 32 28.01337(W) AD(       ) 3
 NO0433  NAD 27      -  42 52 53.83400(N)    100 32 26.52800(W) AD(       ) 3
 NO0433
 NO0433.Superseded values are not recommended for survey control.
 NO0433
 NO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0433.See file dsdata.pdf to determine how the superseded data were derived.
 NO0433
 NO0433_MARKER: 43 = RADIO/TV TOWER
 NO0433
 NO0433  HISTORY     - Date     Condition        Report By
 NO0433  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0433
 NO0433                          STATION DESCRIPTION
 NO0433
 NO0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0433'THE RADIO TOWER IS LOCATED ABOUT 0.2 OF A MILE EAST OF THE
 NO0433'NORTHEAST EDGE OF VALENTINE IN A VACANT PLOT OF GROUND ON
 NO0433'TOP OF A SMALL KNOLL.
 NO0433'
 NO0433'IT IS A STEEL TRUSSWORK TOWER PAINTED WITH ALTERNATE RED AND
 NO0433'WHITE SECTIONS AND HAS AN 8.0 FOOT ANTENNAE AT THE TOP.  IT
 NO0433'HAS AN OVERALL HEIGHT OF 150.0 FEET AND THE POINT OBSERVED
 NO0433'UPON WAS A RED LIGHT AT THE BASE OF THE ANTENNAE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0432 ***********************************************************************
 NO0432  DESIGNATION -  VALENTINE MUNICIPAL TANK
 NO0432  PID         -  NO0432
 NO0432  STATE/COUNTY-  NE/CHERRY
 NO0432  COUNTRY     -  US
 NO0432  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0432
 NO0432                         *CURRENT SURVEY CONTROL
 NO0432  ______________________________________________________________________
 NO0432* NAD 83(1995) POSITION- 42 53 17.96286(N) 100 33 09.37817(W)   ADJUSTED
 NO0432  ______________________________________________________________________
 NO0432  GEOID HEIGHT    -        -21.911 (meters)                     GEOID18
 NO0432  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC18
 NO0432  HORZ ORDER      -  THIRD
 NO0432
 NO0432.The horizontal coordinates were established by classical geodetic methods
 NO0432.and adjusted by the National Geodetic Survey in August 1997.
 NO0432
 NO0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0432.GEOID18 height accuracy estimate available here.
 NO0432
 NO0432.Click photographs - Photos may exist for this station.
 NO0432
 NO0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0432
 NO0432. The following values were computed from the NAD 83(1995) position.
 NO0432
 NO0432;                    North         East     Units Scale Factor Converg.
 NO0432;SPC NE       -   339,359.425   454,861.063   MT  0.99995068   -0 21 58.4
 NO0432;SPC NE       - 1,113,381.71  1,492,323.34   sFT  0.99995068   -0 21 58.4
 NO0432;SPC SD S     -    61,678.702   582,088.271   MT  0.99998743   -0 09 04.6
 NO0432;SPC SD S     -   202,357.54  1,909,734.60   sFT  0.99998743   -0 09 04.6
 NO0432;UTM  14      - 4,749,582.581   373,219.602   MT  0.99979774   -1 03 24.5
 NO0432
 NO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7321949582(NAD 83)
 NO0432
 NO0432                          SUPERSEDED SURVEY CONTROL
 NO0432
 NO0432  NAD 83(1986)-  42 53 17.96382(N)    100 33 09.38936(W) AD(       ) 3
 NO0432  NAD 27      -  42 53 17.94000(N)    100 33 07.91200(W) AD(       ) 3
 NO0432
 NO0432.Superseded values are not recommended for survey control.
 NO0432
 NO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0432.See file dsdata.pdf to determine how the superseded data were derived.
 NO0432
 NO0432_MARKER: 51 = TANK
 NO0432
 NO0432  HISTORY     - Date     Condition        Report By
 NO0432  HISTORY     - 1933     FIRST OBSERVED   CGS
 NO0432
 NO0432                          STATION DESCRIPTION
 NO0432
 NO0432'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0417 ***********************************************************************
 NO0417  DESIGNATION -  VALENTINE NAT WILDLIFE LOT 2
 NO0417  PID         -  NO0417
 NO0417  STATE/COUNTY-  NE/CHERRY
 NO0417  COUNTRY     -  US
 NO0417  USGS QUAD   -  LONG LAKE (2017)
 NO0417
 NO0417                         *CURRENT SURVEY CONTROL
 NO0417  ______________________________________________________________________
 NO0417* NAD 83(1995) POSITION- 42 28 17.46837(N) 100 29 17.49949(W)   ADJUSTED
 NO0417* NAVD 88 ORTHO HEIGHT -   926.    (meters)     3038.    (feet) SCALED
 NO0417  ______________________________________________________________________
 NO0417  GEOID HEIGHT    -        -21.623 (meters)                     GEOID18
 NO0417  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 NO0417  HORZ ORDER      -  THIRD
 NO0417
 NO0417.The horizontal coordinates were established by classical geodetic methods
 NO0417.and adjusted by the National Geodetic Survey in August 1997.
 NO0417
 NO0417.The orthometric height was scaled from a topographic map.
 NO0417
 NO0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0417.GEOID18 height accuracy estimate available here.
 NO0417
 NO0417.Click photographs - Photos may exist for this station.
 NO0417
 NO0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0417
 NO0417. The following values were computed from the NAD 83(1995) position.
 NO0417
 NO0417;                    North         East     Units Scale Factor Converg.
 NO0417;SPC NE       -   293,033.154   459,860.916   MT  0.99980077   -0 19 24.7
 NO0417;SPC NE       -   961,392.94  1,508,727.02   sFT  0.99980077   -0 19 24.7
 NO0417;UTM  14      - 4,703,203.499   377,664.112   MT  0.99978414   -1 00 18.0
 NO0417
 NO0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0417!SPC NE       -   0.99985814  x   0.99980077  =   0.99965893
 NO0417!UTM  14      -   0.99985814  x   0.99978414  =   0.99964231
 NO0417
 NO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7766403203(NAD 83)
 NO0417
 NO0417                          SUPERSEDED SURVEY CONTROL
 NO0417
 NO0417  NAD 83(1986)-  42 28 17.46917(N)    100 29 17.50624(W) AD(       ) 3
 NO0417  NAD 27      -  42 28 17.47100(N)    100 29 16.02700(W) AD(       ) 3
 NO0417
 NO0417.Superseded values are not recommended for survey control.
 NO0417
 NO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0417.See file dsdata.pdf to determine how the superseded data were derived.
 NO0417
 NO0417_MARKER: 57 = LOOKOUT TOWER
 NO0417
 NO0417  HISTORY     - Date     Condition        Report By
 NO0417  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0417
 NO0417                          STATION DESCRIPTION
 NO0417
 NO0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0417'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0417'IN THE VALENTINE NATIONAL WILDLIFE REFUGE.  IT IS ABOUT 28.0
 NO0417'MILES SOUTH-SOUTHEAST OF VALENTINE AND 2.5 MILES EAST OF U.S.
 NO0417'HIGHWAY NO. 83.
 NO0417'
 NO0417'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE
 NO0417'TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL HEIGHT
 NO0417'IS ABOUT 125 FEET.
 NO0417'
 NO0417'THE POINT OBSERVED UPON AND TRAVERSED TO WAS THE CENTER OF
 NO0417'THE BASE OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0442 ***********************************************************************
 NO0442  DESIGNATION -  VALENTINE NAT WILDLIFE LOT 1
 NO0442  PID         -  NO0442
 NO0442  STATE/COUNTY-  NE/CHERRY
 NO0442  COUNTRY     -  US
 NO0442  USGS QUAD   -  SIMEON (2017)
 NO0442
 NO0442                         *CURRENT SURVEY CONTROL
 NO0442  ______________________________________________________________________
 NO0442* NAD 83(1995) POSITION- 42 33 39.11273(N) 100 42 07.41401(W)   ADJUSTED
 NO0442  ______________________________________________________________________
 NO0442  GEOID HEIGHT    -        -21.329 (meters)                     GEOID18
 NO0442  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 NO0442  HORZ ORDER      -  THIRD
 NO0442
 NO0442.The horizontal coordinates were established by classical geodetic methods
 NO0442.and adjusted by the National Geodetic Survey in August 1997.
 NO0442
 NO0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0442.GEOID18 height accuracy estimate available here.
 NO0442
 NO0442.Click photographs - Photos may exist for this station.
 NO0442
 NO0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0442
 NO0442. The following values were computed from the NAD 83(1995) position.
 NO0442
 NO0442;                    North         East     Units Scale Factor Converg.
 NO0442;SPC NE       -   303,076.833   442,357.936   MT  0.99982838   -0 27 54.9
 NO0442;SPC NE       -   994,344.58  1,451,302.66   sFT  0.99982838   -0 27 54.9
 NO0442;UTM  14      - 4,713,455.309   360,282.288   MT  0.99984018   -1 09 05.1
 NO0442
 NO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6028213455(NAD 83)
 NO0442
 NO0442                          SUPERSEDED SURVEY CONTROL
 NO0442
 NO0442  NAD 83(1986)-  42 33 39.11282(N)    100 42 07.42150(W) AD(       ) 3
 NO0442  NAD 27      -  42 33 39.10200(N)    100 42 05.92400(W) AD(       ) 3
 NO0442
 NO0442.Superseded values are not recommended for survey control.
 NO0442
 NO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0442.See file dsdata.pdf to determine how the superseded data were derived.
 NO0442
 NO0442_MARKER: 57 = LOOKOUT TOWER
 NO0442
 NO0442  HISTORY     - Date     Condition        Report By
 NO0442  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0442
 NO0442                          STATION DESCRIPTION
 NO0442
 NO0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0442'THE TOWER IS LOCATED ABOUT 21.5 MILES SOUTH AND 8.0 MILES WEST
 NO0442'OF VALENTINE, ABOUT 0.75 OF A MILE SOUTHWEST OF THE VALENTINE.
 NO0442'NATIONAL WILDLIFE REFUGE HEADQUARTERS AND ABOUT 0.5 OF A MILE
 NO0442'SOUTH OF THE WEST END OF HACKBERRY LAKE ON TOP OF SANDY KNOLL.
 NO0442'
 NO0442'IT IS A GLASS INCLOSED METAL CABIN SUPPORTED BY A FOUR LEGGED
 NO0442'STEEL STRUCTURE WITH AN OVER-ALL HEIGHT OF 110.0 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0125 ***********************************************************************
 NO0125  DESIGNATION -  VALENTINE RM 1
 NO0125  PID         -  NO0125
 NO0125  STATE/COUNTY-  NE/CHERRY
 NO0125  COUNTRY     -  US
 NO0125  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0125
 NO0125                         *CURRENT SURVEY CONTROL
 NO0125  ______________________________________________________________________
 NO0125* NAD 83(1986) POSITION- 42 51 40.21   (N) 100 32 58.16   (W)   HD_HELD1
 NO0125* NAVD 88 ORTHO HEIGHT -   788.372 (meters)     2586.52  (feet) ADJUSTED
 NO0125  ______________________________________________________________________
 NO0125  GEOID HEIGHT    -        -21.851 (meters)                     GEOID18
 NO0125  DYNAMIC HEIGHT  -        788.057 (meters)     2585.48  (feet) COMP
 NO0125  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 NO0125
 NO0125  VERT ORDER      -  FIRST     CLASS II
 NO0125
 NO0125.This mark is at Miller Field Airport (VTN)
 NO0125
 NO0125.The horizontal coordinates were determined by differentially corrected
 NO0125.hand held GPS observations or other comparable positioning techniques
 NO0125.and have an estimated accuracy of +/- 3 meters.
 NO0125
 NO0125.The orthometric height was determined by differential leveling and
 NO0125.adjusted by the NATIONAL GEODETIC SURVEY
 NO0125.in June 1991.
 NO0125
 NO0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0125.GEOID18 height accuracy estimate available here.
 NO0125
 NO0125.Click photographs - Photos may exist for this station.
 NO0125
 NO0125.The dynamic height is computed by dividing the NAVD 88
 NO0125.geopotential number by the normal gravity value computed on the
 NO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0125.degrees latitude (g = 980.6199 gals.).
 NO0125
 NO0125.The modeled gravity was interpolated from observed gravity values.
 NO0125
 NO0125;                    North         East    Units  Estimated Accuracy
 NO0125;SPC NE       -   336,341.5     455,096.4     MT  (+/- 3 meters HH1 GPS) 
 NO0125
 NO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7341846562(NAD 83)
 NO0125
 NO0125                          SUPERSEDED SURVEY CONTROL
 NO0125
 NO0125  NGVD 29 (??/??/92)  788.087  (m)         2585.58   (f) ADJ UNCH    1 2
 NO0125
 NO0125.Superseded values are not recommended for survey control.
 NO0125
 NO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0125.See file dsdata.pdf to determine how the superseded data were derived.
 NO0125
 NO0125_MARKER: DR = REFERENCE MARK DISK
 NO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0125_STAMPING: VALENTINE NO 1 1949
 NO0125_MARK LOGO: CGS
 NO0125_PROJECTION: RECESSED 21 CENTIMETERS
 NO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0125+STABILITY: SURFACE MOTION
 NO0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0125+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 NO0125
 NO0125  HISTORY     - Date     Condition        Report By
 NO0125  HISTORY     - 1949     MONUMENTED       CGS
 NO0125  HISTORY     - 1957     GOOD             CGS
 NO0125  HISTORY     - 1980     GOOD             USGS
 NO0125  HISTORY     - 19910803 GOOD             NGS
 NO0125  HISTORY     - 20100629 GOOD             HWSCON
 NO0125
 NO0125                          STATION DESCRIPTION
 NO0125
 NO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0125'1 MI S FROM VALENTINE.
 NO0125'ABOUT 1 MILE SOUTH OF VALENTINE, AT VALENTINE AIRPORT, IN SECTION
 NO0125'6, T. 33 N., R. 27 W., 178 FEET WEST-NORTHWEST OF STATION VALENTINE,
 NO0125'29 FEET WEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 NO0125'27 1/2 FEET SOUTHWEST OF THE SOUTH EDGE OF THE DOOR TO THE
 NO0125'WEATHER BUREAU OFFICE, 17 FEET SOUTH OF A STEEL POLE SUPPORTING WIND
 NO0125'GAGE, 6 1/2 FEET NORTHEAST OF A FENCE LINE AND IN THE TOP OF A
 NO0125'CONCRETE POST WHICH PROJECTS 1 INCH.
 NO0125
 NO0125                          STATION RECOVERY (1980)
 NO0125
 NO0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0125'(ELEV. 2585.582) IS OK AND BURIED ABOUT 3 INCHES IN THE LAWN OF THE
 NO0125'ADMINISTRATION BLDG.
 NO0125
 NO0125                          STATION RECOVERY (1991)
 NO0125
 NO0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0125'0.1 KM (0.05 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 NO0125'U.S. HIGHWAY 20 IN VALENTINE, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 NO0125'ALONG HALL STREET, 9.1 M (29.9 FT) SOUTHWEST OF THE CENTER OF THE
 NO0125'WEST ENTRANCE DOOR TO THE NATIONAL WEATHER SERVICE, 7.7 M (25.3 FT)
 NO0125'WEST OF A FLAG POLE, 6.0 M (19.7 FT) WEST OF AND LEVEL WITH THE
 NO0125'EXTENDED CENTER OF THE STREET, 3.6 M (11.8 FT) SOUTH OF THE SOUTHEAST
 NO0125'LEG OF A WEATHER INSTRUMENT TOWER, 2.6 M (8.5 FT) NORTH-NORTHEAST OF
 NO0125'A CHAIN-LINK FENCE CORNER, AND THE MONUMENT IS RECESSED 0.2 M (0.7
 NO0125'FT) BELOW THE GROUND SURFACE.
 NO0125
 NO0125                          STATION RECOVERY (2010)
 NO0125
 NO0125'RECOVERY NOTE BY HWS CONSULTING GROUP 2010 (JPH)
 NO0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0123 ***********************************************************************
 NO0123  DESIGNATION -  VALENTINE RM 2
 NO0123  PID         -  NO0123
 NO0123  STATE/COUNTY-  NE/CHERRY
 NO0123  COUNTRY     -  US
 NO0123  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0123
 NO0123                         *CURRENT SURVEY CONTROL
 NO0123  ______________________________________________________________________
 NO0123* NAD 83(1986) POSITION- 42 51 40.93   (N) 100 32 55.82   (W)   HD_HELD1
 NO0123* NAVD 88 ORTHO HEIGHT -   788.389 (meters)     2586.57  (feet) ADJUSTED
 NO0123  ______________________________________________________________________
 NO0123  GEOID HEIGHT    -        -21.853 (meters)                     GEOID18
 NO0123  DYNAMIC HEIGHT  -        788.074 (meters)     2585.54  (feet) COMP
 NO0123  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 NO0123
 NO0123  VERT ORDER      -  FIRST     CLASS II
 NO0123
 NO0123.This mark is at Miller Field Airport (VTN)
 NO0123
 NO0123.The horizontal coordinates were determined by differentially corrected
 NO0123.hand held GPS observations or other comparable positioning techniques
 NO0123.and have an estimated accuracy of +/- 3 meters.
 NO0123
 NO0123.The orthometric height was determined by differential leveling and
 NO0123.adjusted by the NATIONAL GEODETIC SURVEY
 NO0123.in June 1991.
 NO0123
 NO0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0123.GEOID18 height accuracy estimate available here.
 NO0123
 NO0123.Click photographs - Photos may exist for this station.
 NO0123
 NO0123.The dynamic height is computed by dividing the NAVD 88
 NO0123.geopotential number by the normal gravity value computed on the
 NO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0123.degrees latitude (g = 980.6199 gals.).
 NO0123
 NO0123.The modeled gravity was interpolated from observed gravity values.
 NO0123
 NO0123;                    North         East    Units  Estimated Accuracy
 NO0123;SPC NE       -   336,363.4     455,149.7     MT  (+/- 3 meters HH1 GPS) 
 NO0123
 NO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7347246583(NAD 83)
 NO0123
 NO0123                          SUPERSEDED SURVEY CONTROL
 NO0123
 NO0123  NGVD 29 (??/??/92)  788.104  (m)         2585.64   (f) ADJ UNCH    1 2
 NO0123
 NO0123.Superseded values are not recommended for survey control.
 NO0123
 NO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0123.See file dsdata.pdf to determine how the superseded data were derived.
 NO0123
 NO0123_MARKER: DR = REFERENCE MARK DISK
 NO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0123_STAMPING: VALENTINE NO 2 1949
 NO0123_MARK LOGO: CGS
 NO0123_PROJECTION: RECESSED 3 CENTIMETERS
 NO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0123+STABILITY: SURFACE MOTION
 NO0123
 NO0123  HISTORY     - Date     Condition        Report By
 NO0123  HISTORY     - 1949     MONUMENTED       CGS
 NO0123  HISTORY     - 1957     GOOD             CGS
 NO0123  HISTORY     - 1980     GOOD             USGS
 NO0123  HISTORY     - 19910802 MARK NOT FOUND   NGS
 NO0123
 NO0123                          STATION DESCRIPTION
 NO0123
 NO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0123'1 MI S FROM VALENTINE.
 NO0123'ABOUT 1 MILE SOUTH OF VALENTINE, AT VALENTINE AIRPORT, IN T.
 NO0123'33 N., R. 27 W., SECTION 6., 98 1/2 FEET NORTHWEST OF THE NORTHWEST
 NO0123'CORNER OF THE ADMINISTRATION BUILDING, 70 1/2 FEET SOUTH-SOUTHWEST
 NO0123'OF THE SOUTHEAST CORNER OF THE MOST SOUTHERLY HANGAR, 141 1/2
 NO0123'FEET NORTH OF STATION VALENTINE, 13 1/2 FEET NORTH-NORTHEAST OF THE
 NO0123'CENTER OF A GATE, 3 FEET SOUTHWEST OF A FENCE CORNER POST, 1 1/2
 NO0123'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NO0123'CONCRETE POST WHICH IS 1 INCH BELOW THE GROUND.
 NO0123
 NO0123                          STATION RECOVERY (1980)
 NO0123
 NO0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0123'(ELEV. 2585.638) IS REPORTED TO HAVE BEEN DESTROYED WHEN A NEW HANGER
 NO0123'WAS BUILT
 NO0123
 NO0123                          STATION RECOVERY (1991)
 NO0123
 NO0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0123'THERE IS A HANGAR AT THE DESCRIBED LOCATION.  THE AIRPORT MANAGER
 NO0123'STATED THAT THE MARK HAD BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0431 ***********************************************************************
 NO0431  DESIGNATION -  VALENTINE W MUNICIPAL TANK
 NO0431  PID         -  NO0431
 NO0431  STATE/COUNTY-  NE/CHERRY
 NO0431  COUNTRY     -  US
 NO0431  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0431
 NO0431                         *CURRENT SURVEY CONTROL
 NO0431  ______________________________________________________________________
 NO0431* NAD 83(1995) POSITION- 42 53 17.91372(N) 100 33 09.91496(W)   ADJUSTED
 NO0431  ______________________________________________________________________
 NO0431  GEOID HEIGHT    -        -21.911 (meters)                     GEOID18
 NO0431  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 NO0431  HORZ ORDER      -  THIRD
 NO0431
 NO0431.The horizontal coordinates were established by classical geodetic methods
 NO0431.and adjusted by the National Geodetic Survey in August 1997.
 NO0431
 NO0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0431.GEOID18 height accuracy estimate available here.
 NO0431
 NO0431.Click photographs - Photos may exist for this station.
 NO0431
 NO0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0431
 NO0431. The following values were computed from the NAD 83(1995) position.
 NO0431
 NO0431;                    North         East     Units Scale Factor Converg.
 NO0431;SPC NE       -   339,357.987   454,848.874   MT  0.99995068   -0 21 58.7
 NO0431;SPC NE       - 1,113,377.00  1,492,283.35   sFT  0.99995068   -0 21 58.7
 NO0431;SPC SD S     -    61,677.218   582,076.087   MT  0.99998744   -0 09 04.9
 NO0431;SPC SD S     -   202,352.67  1,909,694.63   sFT  0.99998744   -0 09 04.9
 NO0431;UTM  14      - 4,749,581.290   373,207.398   MT  0.99979778   -1 03 24.8
 NO0431
 NO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7320749581(NAD 83)
 NO0431
 NO0431                          SUPERSEDED SURVEY CONTROL
 NO0431
 NO0431  NAD 83(1986)-  42 53 17.91473(N)    100 33 09.92666(W) AD(       ) 3
 NO0431  NAD 27      -  42 53 17.89500(N)    100 33 08.44900(W) AD(       ) 3
 NO0431
 NO0431.Superseded values are not recommended for survey control.
 NO0431
 NO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0431.See file dsdata.pdf to determine how the superseded data were derived.
 NO0431
 NO0431_MARKER: 53 = ELEVATED TANK
 NO0431
 NO0431  HISTORY     - Date     Condition        Report By
 NO0431  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0431
 NO0431                          STATION DESCRIPTION
 NO0431
 NO0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0431'THE WATER TANK IS LOCATED ABOUT 0.75 OF A MILE NORTH OF THE
 NO0431'NORTH EDGE OF VALENTINE ON THE TOP OF A HIGH BLUFF OVERLOOKING
 NO0431'MINNECHADUZA CREEK TO THE SOUTH.
 NO0431'
 NO0431'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 NO0431'AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  THE OVERALL
 NO0431'HEIGHT IS ABOUT 40.0 FEET AND THE POINT OBSERVED UPON WAS
 NO0431'THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1293 ***********************************************************************
 LH1293  DESIGNATION -  VALLEY
 LH1293  PID         -  LH1293
 LH1293  STATE/COUNTY-  NE/BUFFALO
 LH1293  COUNTRY     -  US
 LH1293  USGS QUAD   -  BUCKEYE VALLEY (2017)
 LH1293
 LH1293                         *CURRENT SURVEY CONTROL
 LH1293  ______________________________________________________________________
 LH1293* NAD 83(1995) POSITION- 40 50 57.03578(N) 098 53 22.14110(W)   ADJUSTED
 LH1293* NAVD 88 ORTHO HEIGHT -   696.3   (meters)     2284.    (feet) VERTCON
 LH1293  ______________________________________________________________________
 LH1293  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 LH1293  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 LH1293  HORZ ORDER      -  FIRST
 LH1293
 LH1293.The horizontal coordinates were established by classical geodetic methods
 LH1293.and adjusted by the National Geodetic Survey in August 1997.
 LH1293
 LH1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1293
 LH1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1293.GEOID18 height accuracy estimate available here.
 LH1293
 LH1293.Click photographs - Photos may exist for this station.
 LH1293
 LH1293.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1293
 LH1293. The following values were computed from the NAD 83(1995) position.
 LH1293
 LH1293;                    North         East     Units Scale Factor Converg.
 LH1293;SPC NE       -   113,387.711   593,617.718   MT  0.99972379   +0 44 09.4
 LH1293;SPC NE       -   372,006.18  1,947,560.80   sFT  0.99972379   +0 44 09.4
 LH1293;UTM  14      - 4,522,020.330   509,315.751   MT  0.99960107   +0 04 20.2
 LH1293
 LH1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1293!SPC NE       -   0.99989462  x   0.99972379  =   0.99961843
 LH1293!UTM  14      -   0.99989462  x   0.99960107  =   0.99949573
 LH1293
 LH1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0931522020(NAD 83)
 LH1293
 LH1293                          SUPERSEDED SURVEY CONTROL
 LH1293
 LH1293  NAD 83(1986)-  40 50 57.04355(N)    098 53 22.14191(W) AD(       ) 1
 LH1293  NAD 27      -  40 50 56.99500(N)    098 53 20.85200(W) AD(       ) 1
 LH1293  USSD        -  40 50 57.04400(N)    098 53 20.88500(W) AD(       ) 3
 LH1293  NGVD 29 (07/19/86)  696.0    (m)         2283.     (f) VERT ANG       
 LH1293
 LH1293.Superseded values are not recommended for survey control.
 LH1293
 LH1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1293.See file dsdata.pdf to determine how the superseded data were derived.
 LH1293
 LH1293_MARKER: V = STONE MONUMENT
 LH1293_SP_SET: MARBLE POST
 LH1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1293
 LH1293  HISTORY     - Date     Condition        Report By
 LH1293  HISTORY     - 1899     MONUMENTED       CGS
 LH1293  HISTORY     - 1934     POOR             NEGS
 LH1293  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1293  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1293  HISTORY     - 1950     MARK NOT FOUND   CGS
 LH1293  HISTORY     - 1951     MARK NOT FOUND   CGS
 LH1293
 LH1293                          STATION DESCRIPTION
 LH1293
 LH1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1293'THIS STATION IS IN SEC. 10, T. 10 N., R. 14 W., NEAR THE CENTER
 LH1293'OF THE SW. 1/4, ABOUT 7 MILES NORTH AND 2.7 MILES WEST OF GIBBON,
 LH1293'ON THE CREST OF A PROMINENT RIDGE IN VALLEY TOWNSHIP.  THE LAND
 LH1293'IS OWNED BY MRS. D. RIORDIN, OF ILLINOIS, AND IS AT PRESENT
 LH1293'OCCUPIED BY MR. NICOLA ELLIAS YANNEY, AND IS UNDER CULTIVATION.
 LH1293'THE STATION IS NEARLY DUE WEST OF THE HOUSE OCCUPIED BY MR.
 LH1293'YANNEY.  THERE ARE NO ROADS LEADING TO THE POINT, WHICH IS
 LH1293'DIFFICULT TO REACH ON ACCOUNT OF THE ROUGH AND UNEVEN
 LH1293'CHARACTER OF THE GROUND.  THE LOCATION OF THE STATION IS KNOWN TO
 LH1293'MR. ASHBURN, OF GIBBON, AGENT FOR THE LAND.  SURFACE MARK IS A
 LH1293'MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG,
 LH1293'PLACED WITH ITS TOP SET 6 INCHES BELOW THE SURFACE OF THE
 LH1293'GROUND, AND HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND
 LH1293'THE LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS
 LH1293'AN EARTHENWARE CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE,
 LH1293'WITH BOTTOM UPWARD AND A SMALL DRILL HOLE IN THE BOTTOM.  A
 LH1293'4 BY 4 PINE STUB 2-1/2 FEET LONG WAS SET 2 FEET TO THE NORTH,
 LH1293'WITH ITS TOP PROJECTING SEVERAL INCHES ABOVE THE GROUND.
 LH1293
 LH1293                          STATION RECOVERY (1934)
 LH1293
 LH1293'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1293'IN THE WEST HALF OF SW. 1/4 SEC. 10, T. 10 N., R. 14 W., ON
 LH1293'LAND NOW OWNED BY OTTO HUFFMAN.  THE STATION WAS SEARCHED FOR
 LH1293'AND WAS FOUND LOCATED ON A HIGH KNOLL IN AN ALFALFA FIELD.  THE
 LH1293'MARBLE SURFACE MARKER, WITH THE LETTERS U.S.C.S. CUT IN ITS TOP,
 LH1293'HAD BEEN HIT WITH A PLOW ABOUT 14 YEARS AGO AND LATER REMOVED.
 LH1293'IT WAS FOUND ON THE NORTH SIDE OF A FARMHOUSE NEAR THE EAST SIDE
 LH1293'OF THE SECTION AND NORTH ABOUT 5/8 OF A MILE FROM THE KNOLL,
 LH1293'AND WAS LEFT WHERE FOUND.  NO SEARCH WAS MADE FOR THE
 LH1293'UNDERGROUND MARK.
 LH1293
 LH1293                          STATION RECOVERY (1935)
 LH1293
 LH1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1293'THE STATION WAS SEARCHED FOR ON APRIL 12, 1935, BUT NOT
 LH1293'RECOVERED.  THE LAND, NOW AN ALFALFA FIELD, ON WHICH THE MARK
 LH1293'WAS LOCATED HAS BEEN OWNED AND FARMED FOR THE PAST 10 YEARS BY
 LH1293'OTTO HOFFMAN, WHO STATES THAT THE SURFACE MARK WAS REMOVED PRIOR
 LH1293'TO HIS OWNERSHIP.  NO REFERENCES WERE GIVEN WHEREBY THE PROBABLE
 LH1293'SITE OF THE STATION COULD BE LOCATED WITHIN A RADIUS OF, SAY 50
 LH1293'FEET, HENCE IT WAS CONSIDERED HOPELESS TO ATTEMPT TO DIG UP
 LH1293'THE ALFALFA FIELD TO FIND THE UNDERGROUND MARK.
 LH1293
 LH1293                          STATION RECOVERY (1935)
 LH1293
 LH1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 LH1293'STATION NOT RECOVERED.  THIS STATION WAS ORIGINALLY MARKED BY
 LH1293'STONE 6 INCHES SQUARE AND 2.3 FEET LONG, 6 INCHES BELOW GROUND
 LH1293'SURFACE.  UNDERGROUND MARK, AN EARTHEN WARE MILK CROCK WITH SMALL
 LH1293'DRILL HOLE 2.9 FEET BELOW GROUND SURFACE.
 LH1293'
 LH1293'THIS STATION WAS REPORTED LOST IN 1934.  THE PRESENT OWNER IS
 LH1293'MR. OTTO HUFFMAN.  THE MARBLE SURFACE MARKER, WITH LETTERS
 LH1293'U.S.G.S. CUT ON TOP HAD BEEN HIT BY PLOW ABOUT 14 YEARS BEFORE
 LH1293'AND LATER REMOVED.  IT WAS FOUND ON THE NORTH SIDE OF FARM HOUSE
 LH1293'NEAR THE EAST SIDE OF SECTION AND NORTH ABOUT 5/8 MILE FROM
 LH1293'KNOLL, WHERE IT WAS LEFT.  A SEARCH WAS MADE OF SECTION, WHERE IT
 LH1293'WAS ASSUMED THE STATION WAS LOCATED, BUT THE FACT THAT THE
 LH1293'GROUND WAS VERY HARD AND THE GREAT DEPTH OF THE UNDERGROUND
 LH1293'MARK MADE IT ALMOST IMPOSSIBLE TO LOCATE IT, WITHOUT
 LH1293'EXTENSIVE DIGGING OR THE LOCATION OF ANOTHER STATION.
 LH1293'
 LH1293'THE SITE OF STATION HAS BEEN CULTIVATED FOR MANY YEARS, AND IS
 LH1293'NOW IN ALFALFA.
 LH1293'
 LH1293'IT IS THOUGHT THAT THE UNDERGROUND MARKING OF THIS STATION IS
 LH1293'STILL IN ITS ORIGINAL LOCATION.
 LH1293
 LH1293                          STATION RECOVERY (1950)
 LH1293
 LH1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1293'STATION NOT RECOVERED.  STATION WAS SEARCHED FOR USING A DISTANCE
 LH1293'AND DIRECTION FROM VALLEY 2, 1950 BUT NO INDICATION OF THE
 LH1293'UNDERGROUND MARK COULD BE FOUND.  IT IS RECOMMENDED THAT THE
 LH1293'STATION BE CONSIDERED LOST.
 LH1293
 LH1293                          STATION RECOVERY (1951)
 LH1293
 LH1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1293'THE STATION WAS SEARCHED FOR BY USING A DISTANCE AND DIRECTION
 LH1293'OBTAINED FROM AN INVERSE POSITION COMPUTATION.  AT A POINT 3
 LH1293'METERS NORTH OF VALLEY 2 EVIDENCE OF THE POINT WHERE THE OLD
 LH1293'MARK WAS SET, WAS FOUND.  AT THIS POINT THE GROUND WAS SOFT AND
 LH1293'WAS DIFFERENT COLOR THAN THE SURROUNDING GROUND.  THIS POINT
 LH1293'WAS ABOUT 2.5 FEET IN DIAMETER AND 3 FEET DEEP AND IN ITS CENTER
 LH1293'WAS FOUND A 4 BY 6 INCH POST WHICH WAS WELL DECAYED.  THE
 LH1293'EARTHENWARE CROCK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1294 ***********************************************************************
 LH1294  DESIGNATION -  VALLEY 2
 LH1294  PID         -  LH1294
 LH1294  STATE/COUNTY-  NE/BUFFALO
 LH1294  COUNTRY     -  US
 LH1294  USGS QUAD   -  BUCKEYE VALLEY (2017)
 LH1294
 LH1294                         *CURRENT SURVEY CONTROL
 LH1294  ______________________________________________________________________
 LH1294* NAD 83(1995) POSITION- 40 50 56.93610(N) 098 53 22.15652(W)   ADJUSTED
 LH1294* NAVD 88 ORTHO HEIGHT -   696.    (meters)     2283.    (feet) SCALED
 LH1294  ______________________________________________________________________
 LH1294  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 LH1294  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 LH1294  HORZ ORDER      -  SECOND
 LH1294
 LH1294.The horizontal coordinates were established by classical geodetic methods
 LH1294.and adjusted by the National Geodetic Survey in August 1997.
 LH1294
 LH1294.The orthometric height was scaled from a topographic map.
 LH1294
 LH1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1294.GEOID18 height accuracy estimate available here.
 LH1294
 LH1294.Click photographs - Photos may exist for this station.
 LH1294
 LH1294.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1294
 LH1294. The following values were computed from the NAD 83(1995) position.
 LH1294
 LH1294;                    North         East     Units Scale Factor Converg.
 LH1294;SPC NE       -   113,384.632   593,617.397   MT  0.99972380   +0 44 09.4
 LH1294;SPC NE       -   371,996.08  1,947,559.74   sFT  0.99972380   +0 44 09.4
 LH1294;UTM  14      - 4,522,017.256   509,315.394   MT  0.99960107   +0 04 20.2
 LH1294
 LH1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1294!SPC NE       -   0.99989462  x   0.99972380  =   0.99961844
 LH1294!UTM  14      -   0.99989462  x   0.99960107  =   0.99949573
 LH1294
 LH1294:                Primary Azimuth Mark                     Grid Az
 LH1294:SPC NE       -  VALLEY 2 AZ MK                           224 26 14.5
 LH1294:UTM  14      -  VALLEY 2 AZ MK                           225 06 03.7
 LH1294
 LH1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0931522017(NAD 83)
 LH1294
 LH1294|---------------------------------------------------------------------|
 LH1294| PID    Reference Object                     Distance      Geod. Az  |
 LH1294|                                                           dddmmss.s |
 LH1294| CO2655 VALLEY 2 RM 1                        21.375 METERS 00212     |
 LH1294| LH1292 VALLEY TWP KAC 36 ATT TOWER         APPROX. 4.5 KM 0771818.0 |
 LH1294| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.24.4 KM 0973812.0 |
 LH1294| CO2656 VALLEY 2 RM 2                        17.788 METERS 09817     |
 LH1294| LH1247 SHELTON MUNICIPAL TANK              APPROX.15.4 KM 1210305.2 |
 LH1294| LH1276 GIBBON MUNICIPAL TANK               APPROX.11.9 KM 1614211.7 |
 LH1294| CO2654 VALLEY 2 AZ MK                                     2251023.9 |
 LH1294|---------------------------------------------------------------------|
 LH1294
 LH1294                          SUPERSEDED SURVEY CONTROL
 LH1294
 LH1294  NAD 83(1986)-  40 50 56.94393(N)    098 53 22.15546(W) AD(       ) 2
 LH1294  NAD 27      -  40 50 56.89800(N)    098 53 20.86100(W) AD(       ) 2
 LH1294
 LH1294.Superseded values are not recommended for survey control.
 LH1294
 LH1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1294.See file dsdata.pdf to determine how the superseded data were derived.
 LH1294
 LH1294_MARKER: DS = TRIANGULATION STATION DISK
 LH1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1294_STAMPING: VALLEY 2 1950
 LH1294_MARK LOGO: CGS
 LH1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1294+STABILITY: SURFACE MOTION
 LH1294
 LH1294  HISTORY     - Date     Condition        Report By
 LH1294  HISTORY     - 1950     MONUMENTED       CGS
 LH1294
 LH1294                          STATION DESCRIPTION
 LH1294
 LH1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1294'STATION IS LOCATED AT THE APPROXIMATE LOCATION OF STATION VALLEY
 LH1294'1899.  THE ORIGINAL STATION COULD NOT BE LOCATED AND IS CONSIDERED
 LH1294'LOST.  STATION IS LOCATED ABOUT 7-1/2 MILES NORTH NORTHWEST OF
 LH1294'GIBBON ON A PROMINENT RIDGE IN PASTURE LAND THAT AT ONE TIME HAS
 LH1294'BEEN UNDER CULTIVATION.  STATION IS 5 FEET SOUTH OF WITNESS POST.
 LH1294'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 LH1294'VALLEY NO 2 1950.
 LH1294'
 LH1294'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LH1294'STAMPED VALLEY NO 2 NO 1 1950.
 LH1294'
 LH1294'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LH1294'STAMPED VALLEY NO 2 NO 2 1950.
 LH1294'
 LH1294'AZIMUTH MARK IS 37 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LH1294'LITTLE USED SECTION ROAD, 2.5 FEET NORTH OF WITNESS POST AND IN
 LH1294'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LH1294'STAMPED VALLEY NO 2 1950.
 LH1294'
 LH1294'TO REACH FROM THE RAILROAD DEPOT IN GIBBON GO WEST ON U.S.
 LH1294'HIGHWAY 30 FOR 2.6 MILES TO CROSSROADS.  TURN RIGHT AND GO
 LH1294'NORTH ON GRAVEL ROAD AND LITTLE USED SECTION LINE ROAD FOR 7.5
 LH1294'MILES TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 LH1294'CONTINUE NORTH FOR 0.1 MILE TO GATE ON RIGHT AND WINDMILL.  TURN
 LH1294'RIGHT THROUGH GATE AND GO EAST AND NORTHEAST ACROSS PASTURE TO
 LH1294'HIGHEST POINT AND STATION.
 LH1294'
 LH1294'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2213 ***********************************************************************
 MK2213  DESIGNATION -  VALLEY HARTFORD SAND RAD MAST
 MK2213  PID         -  MK2213
 MK2213  STATE/COUNTY-  NE/DOUGLAS
 MK2213  COUNTRY     -  US
 MK2213  USGS QUAD   -  VALLEY (2017)
 MK2213
 MK2213                         *CURRENT SURVEY CONTROL
 MK2213  ______________________________________________________________________
 MK2213* NAD 83(1995) POSITION- 41 19 38.56016(N) 096 16 08.71513(W)   ADJUSTED
 MK2213  ______________________________________________________________________
 MK2213  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 MK2213  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 MK2213  HORZ ORDER      -  THIRD
 MK2213
 MK2213.The horizontal coordinates were established by classical geodetic methods
 MK2213.and adjusted by the National Geodetic Survey in August 1997.
 MK2213
 MK2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2213.GEOID18 height accuracy estimate available here.
 MK2213
 MK2213.Click photographs - Photos may exist for this station.
 MK2213
 MK2213.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2213
 MK2213. The following values were computed from the NAD 83(1995) position.
 MK2213
 MK2213;                    North         East     Units Scale Factor Converg.
 MK2213;SPC NE       -   172,612.712   812,140.679   MT  0.99966342   +2 28 20.9
 MK2213;SPC NE       -   566,313.54  2,664,498.21   sFT  0.99966342   +2 28 20.9
 MK2213;UTM  14      - 4,578,698.332   728,544.964   MT  1.00024287   +1 48 15.0
 MK2213
 MK2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2854478698(NAD 83)
 MK2213
 MK2213                          SUPERSEDED SURVEY CONTROL
 MK2213
 MK2213  NAD 83(1986)-  41 19 38.57116(N)    096 16 08.71828(W) AD(       ) 3
 MK2213
 MK2213.Superseded values are not recommended for survey control.
 MK2213
 MK2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2213.See file dsdata.pdf to determine how the superseded data were derived.
 MK2213
 MK2213_MARKER: 41 = ANTENNA MAST
 MK2213_MARK LOGO: NGS
 MK2213
 MK2213  HISTORY     - Date     Condition        Report By
 MK2213  HISTORY     - 1980     FIRST OBSERVED   NGS
 MK2213
 MK2213                          STATION DESCRIPTION
 MK2213
 MK2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MK2213'THIS MAST WAS OBSERVED UPON FROM STATION JOURNEY FOR ADDITIONAL GROUND
 MK2213'AZIMUTH ONLY AND HAS NOT BEEN POSITIONED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1292 ***********************************************************************
 LH1292  DESIGNATION -  VALLEY TWP KAC 36 ATT TOWER
 LH1292  PID         -  LH1292
 LH1292  STATE/COUNTY-  NE/BUFFALO
 LH1292  COUNTRY     -  US
 LH1292  USGS QUAD   -  GIBBON NORTH (2017)
 LH1292
 LH1292                         *CURRENT SURVEY CONTROL
 LH1292  ______________________________________________________________________
 LH1292* NAD 83(1995) POSITION- 40 51 29.28067(N) 098 50 12.79267(W)   ADJUSTED
 LH1292  ______________________________________________________________________
 LH1292  GEOID HEIGHT    -        -24.452 (meters)                     GEOID18
 LH1292  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 LH1292  HORZ ORDER      -  THIRD
 LH1292
 LH1292.The horizontal coordinates were established by classical geodetic methods
 LH1292.and adjusted by the National Geodetic Survey in August 1997.
 LH1292
 LH1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1292.GEOID18 height accuracy estimate available here.
 LH1292
 LH1292.Click photographs - Photos may exist for this station.
 LH1292
 LH1292.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1292
 LH1292. The following values were computed from the NAD 83(1995) position.
 LH1292
 LH1292;                    North         East     Units Scale Factor Converg.
 LH1292;SPC NE       -   114,440.321   598,038.045   MT  0.99972203   +0 46 14.8
 LH1292;SPC NE       -   375,459.62  1,962,063.15   sFT  0.99972203   +0 46 14.8
 LH1292;UTM  14      - 4,523,021.533   513,747.440   MT  0.99960233   +0 06 24.1
 LH1292
 LH1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1374723021(NAD 83)
 LH1292
 LH1292                          SUPERSEDED SURVEY CONTROL
 LH1292
 LH1292  NAD 83(1986)-  40 51 29.28835(N)    098 50 12.79037(W) AD(       ) 3
 LH1292  NAD 27      -  40 51 29.24300(N)    098 50 11.50200(W) AD(       ) 3
 LH1292
 LH1292.Superseded values are not recommended for survey control.
 LH1292
 LH1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1292.See file dsdata.pdf to determine how the superseded data were derived.
 LH1292
 LH1292_MARKER: 43 = RADIO/TV TOWER
 LH1292
 LH1292  HISTORY     - Date     Condition        Report By
 LH1292  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1292
 LH1292                          STATION DESCRIPTION
 LH1292
 LH1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1292'THE STATION IS LOCATED 12 MILES SOUTH AND 4 MILES EAST OF
 LH1292'RAVENNA AND ABOUT 6 MILES NORTH OF GIBBON.  IT IS ABOUT 225
 LH1292'FEET WEST OF A NORTH-SOUTH ROAD.  IT IS A FOUR LEGGED STEEL
 LH1292'STRUCTURE, 40 FEET WIDE AT THE BASE AND HAS A 30 FOOT SQUARE
 LH1292'STEEL MESH PLATFORM AT ITS TOP, WHICH SUPPORTS 4 REFLECTOR
 LH1292'SCREENS.  THE OVERALL HEIGHT IS 150 FEET.  THE POINT OBSERVED UPON
 LH1292'WAS THE CENTER OF THE TOWER.
 LH1292'
 LH1292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LH1292'68, 1 MILE SOUTH OF RAVENNA, GO SOUTH ON GRAVELED ROAD FOR 10
 LH1292'MILES TO A CROSSROAD, TURN LEFT, EAST, AND GO 4 MILES TO A
 LH1292'CROSSROAD.  TURN, RIGHT, SOUTH AND GO 1 MILE TO THE TOWER ON
 LH1292'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0468 ***********************************************************************
 NO0468  DESIGNATION -  VALLEY VIEW
 NO0468  PID         -  NO0468
 NO0468  STATE/COUNTY-  NE/CHERRY
 NO0468  COUNTRY     -  US
 NO0468  USGS QUAD   -  BRUSH HILL (2017)
 NO0468
 NO0468                         *CURRENT SURVEY CONTROL
 NO0468  ______________________________________________________________________
 NO0468* NAD 83(1995) POSITION- 42 25 30.29990(N) 101 01 36.61069(W)   ADJUSTED
 NO0468* NAVD 88 ORTHO HEIGHT -  1036.    (meters)     3399.    (feet) SCALED
 NO0468  ______________________________________________________________________
 NO0468  GEOID HEIGHT    -        -20.434 (meters)                     GEOID18
 NO0468  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 NO0468  HORZ ORDER      -  SECOND
 NO0468
 NO0468.The horizontal coordinates were established by classical geodetic methods
 NO0468.and adjusted by the National Geodetic Survey in August 1997.
 NO0468
 NO0468.The orthometric height was scaled from a topographic map.
 NO0468
 NO0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0468.GEOID18 height accuracy estimate available here.
 NO0468
 NO0468.Click photographs - Photos may exist for this station.
 NO0468
 NO0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0468
 NO0468. The following values were computed from the NAD 83(1995) position.
 NO0468
 NO0468;                    North         East     Units Scale Factor Converg.
 NO0468;SPC NE       -   288,264.432   415,514.336   MT  0.99978739   -0 40 49.7
 NO0468;SPC NE       -   945,747.56  1,363,233.28   sFT  0.99978739   -0 40 49.7
 NO0468;UTM  14      - 4,698,964.531   333,260.852   MT  0.99994207   -1 22 03.6
 NO0468
 NO0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0468!SPC NE       -   0.99984070  x   0.99978739  =   0.99962813
 NO0468!UTM  14      -   0.99984070  x   0.99994207  =   0.99978278
 NO0468
 NO0468:                Primary Azimuth Mark                     Grid Az
 NO0468:SPC NE       -  VALLEY VIEW AZ MK                        201 37 48.5
 NO0468:UTM  14      -  VALLEY VIEW AZ MK                        202 19 02.4
 NO0468
 NO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3326098964(NAD 83)
 NO0468
 NO0468|---------------------------------------------------------------------|
 NO0468| PID    Reference Object                     Distance      Geod. Az  |
 NO0468|                                                           dddmmss.s |
 NO0468| CQ4312 VALLEY VIEW RM 1                     39.234 METERS 13545     |
 NO0468| CQ4311 VALLEY VIEW AZ MK                                  2005658.8 |
 NO0468| CQ4313 VALLEY VIEW RM 2                     20.183 METERS 23629     |
 NO0468|---------------------------------------------------------------------|
 NO0468
 NO0468                          SUPERSEDED SURVEY CONTROL
 NO0468
 NO0468  NAD 83(1986)-  42 25 30.29865(N)    101 01 36.61767(W) AD(       ) 2
 NO0468  NAD 27      -  42 25 30.27900(N)    101 01 35.05100(W) AD(       ) 2
 NO0468
 NO0468.Superseded values are not recommended for survey control.
 NO0468
 NO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0468.See file dsdata.pdf to determine how the superseded data were derived.
 NO0468
 NO0468_MARKER: DS = TRIANGULATION STATION DISK
 NO0468_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0468+WITH SETTING: INTO GROUND
 NO0468_STAMPING: VALLEY VIEW 1949
 NO0468_MARK LOGO: CGS
 NO0468_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0468
 NO0468  HISTORY     - Date     Condition        Report By
 NO0468  HISTORY     - 1949     MONUMENTED       CGS
 NO0468
 NO0468                          STATION DESCRIPTION
 NO0468
 NO0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0468'THE STATION IS LOCATED ABOUT 35 MILES SOUTH AND 4.0 MILES WEST
 NO0468'OF KILGORE AND ABOUT 11-1/2 MILES WEST AND 8-1/2 MILES SOUTH
 NO0468'OF THE PRESENT LOCATION OF THE KENNEDY POST OFFICE, ON THE HIGHEST
 NO0468'POINT OF A PROMINENT SAND HILL AND ON LAND OWNED BY THE SAND
 NO0468'HILLS LAND AND CATTLE COMPANY.  IT IS 125 FEET NORTH OF EAST-WEST
 NO0468'FENCE LINE, 2-1/2 FEET EAST OF THE EAST EDGE OF A SAND BLOW AND
 NO0468'8 FEET NORTH OF WITNESS POST.  IT IS A U.S.C. AND G.S. STATION
 NO0468'MARK DISK WELDED ON THE BELL END OF A 4 INCH IRON PIPE, SET 2
 NO0468'1/2 FEET IN THE GROUND, PROJECTING 2 FEET AND STAMPED VALLEY
 NO0468'VIEW 1949.
 NO0468'
 NO0468'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET ON THE
 NO0468'HIGH POINT OF A SMALL SAND HILL 30 FEET NORTH OF EAST-WEST FENCE
 NO0468'LINE.  IT IS STAMPED VALLEY VIEW NO 1 1949 AND PROJECTS 4 INCHES.
 NO0468'
 NO0468'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION.  IT IS A
 NO0468'U.S.C. AND G.S. REFERENCE MARK DISK WELDED ON THE BELL END
 NO0468'OF A 4 INCH IRON PIPE, SET 2-1/2 FEET IN THE GROUND AND PROJECTS
 NO0468'18 INCHES.  IT IS STAMPED VALLEY VIEW NO 2 1949.
 NO0468'
 NO0468'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0468'IS 155.25 FEET.
 NO0468'
 NO0468'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF THE
 NO0468'STATION, SET ON THE HIGH POINT OF A SMALL RIDGE, 0.15 MILE
 NO0468'SOUTH OF FORKS WITH LONE MAIL BOX IN CENTER, 10 FEET EAST OF
 NO0468'TRACK ROAD AND 2 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NO0468'VALLEY VIEW 1949 AND PROJECTS 6 INCHES.
 NO0468'
 NO0468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0468'83 AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO EAST AND
 NO0468'SOUTHEAST ON HIGHWAYS 20 AND 83 FOR 5.3 MILES TO JUNCTION OF
 NO0468'THESE HIGHWAYS, TURN RIGHT AND GO SOUTH-SOUTHWEST ON U.S. HIGHWAY
 NO0468'83 FOR 11.4 MILES TO HARD SURFACED ROAD RIGHT, TURN RIGHT AND
 NO0468'FOLLOW MAIN ROAD WEST AND SOUTH FOR 13.3 MILES TO WILDLIFE
 NO0468'REFUGE HEADQUARTERS ON LEFT, CONTINUE ON SURFACED AND SAND ROAD
 NO0468'FOR 0.6 MILE TO FORKS, BEAR LEFT CROSSING SMALL BRIDGE
 NO0468'FOR 0.1 MILE TO FORKS, BEAR RIGHT AND FOLLOW MAIN ROAD FOR
 NO0468'1.4 MILES TO T-ROAD LEFT, CONTINUE STRAIGHT AHEAD AS PER
 NO0468'SIGN KENNEDY FOR 0.9 MILE TO CATTLE GUARD, CONTINUE ON MAIN
 NO0468'ROAD FOR 0.25 MILE TO FORKS, BEAR RIGHT AND CONTINUE WEST,
 NO0468'SOUTH AND WEST FOR 0.6 MILE TO RANCH HOUSE ON THE RIGHT,
 NO0468'CONTINUE WEST ON MAIN ROAD FOR 0.3 MILE TO A T-ROAD LEFT, BEAR
 NO0468'LEFT AND FOLLOW ROAD SOUTH AND WEST FOR 1.95 TO A WINDMILL ON
 NO0468'RIGHT, CONTINUE WESTERLY ON MAIN ROAD FOR 3.2 MILES TO FORKS,
 NO0468'BEAR LEFT AND GO SOUTHWEST FOR 2.1 MILES TO CATTLE GUARD NEAR
 NO0468'THE NORTHEAST EDGE OF A LAKE, CONTINUE SOUTH FOR 0.3 MILE TO
 NO0468'FORKS AT A FENCE CORNER ON THE LEFT, CONTINUE
 NO0468'SOUTH-SOUTHWEST ON RIGHT FORK FOR 0.25 MILE TO A CATTLE GUARD,
 NO0468'CONTINUE SOUTHWEST ON MAIN TRACK ROAD FOR 2.05 MILES TO FORKS,
 NO0468'BEAR RIGHT FOR 0.1 MILE TO FORKS, BEAR LEFT AND GO SOUTH FOR
 NO0468'0.2 MILE TO WIRE GATE EAST OF WINDMILL, CONTINUE SOUTHERLY FOR
 NO0468'0.55 MILE TO CATTLE GUARD, CONTINUE SOUTHERLY ALONG TELEPHONE
 NO0468'LINE FOR 1.15 MILES TO A DESERTED RANCH HOUSE ON THE RIGHT,
 NO0468'CONTINUE SOUTH FOR 0.45 MILE TO T-INTERSECTION, TURN RIGHT AND
 NO0468'GO WEST, NORTHWEST AND WEST FOR 2.0 MILES TO RANCH HOUSE ON THE
 NO0468'RIGHT, CONTINUE WESTERLY PASSING HOUSE ON THE LEFT FOR 0.7
 NO0468'MILE TO FORKS, BEAR LEFT STRAIGHT AHEAD FOR 0.1 MILE TO WIRE
 NO0468'GATE, PASS THROUGH GATE TURN LEFT AND FOLLOW DIM TRACK ROAD
 NO0468'AROUND THE EAST POINT OF A SMALL LAKE FOR 0.15 MILE TO GATE
 NO0468'IN FENCE CORNER, PASS THROUGH GATE AND FOLLOW SANDY TRACK
 NO0468'ROAD SOUTHWEST AND SOUTH FOR 1.3 MILES TO WINDMILL ON RIGHT,
 NO0468'CONTINUE SOUTHERLY FOR 0.2 MILE TO T-INTERSECTION, TURN RIGHT
 NO0468'AND FOLLOW MAIN TRACK ROAD WESTERLY FOR 1.75 MILES TO A
 NO0468'WINDMILL ON LEFT, CONTINUE WESTERLY ON MAIN TRACK ROAD FOR
 NO0468'0.25 MILE TO FORKS, BEAR LEFT AND FOLLOW TRACK ROAD FOR 0.5 MILE
 NO0468'TO WIRE GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD
 NO0468'WESTERLY UP VALLEY FOR 0.8 MILE TO CATTLE GUARD AND WIRE GATE,
 NO0468'CONTINUE ON MAIN TRACK ROAD WESTERLY FOR 1.0 MILE TO RANCH
 NO0468'HOUSE STRAIGHT AHEAD, CONTINUE FOR 0.05 MILE TO A CATTLE
 NO0468'GUARD SOUTH OF RANCH HOUSE, TURN LEFT AT CATTLE GUARD
 NO0468'AND FOLLOW TRACK ROAD SOUTH FOR 0.3 MILE TO FORKS, BEAR RIGHT
 NO0468'AND CONTINUE FOR 0.3 MILE TO CATTLE GUARD, CONTINUE ON MAIN
 NO0468'TRACK ROAD FOR 0.55 MILE TO WINDMILL ON RIGHT, CONTINUE ON
 NO0468'MAIN TRACK ROAD FOR 0.45 MILE TO CATTLE GUARD, CONTINUE WEST
 NO0468'ON TRACK ROAD FOR 0.8 MILE TO CATTLE GUARD, (STATION IS ABOUT
 NO0468'0.5 MILE NORTH-NORTHEAST OF THIS POINT ON THE SUMMIT OF HILL)
 NO0468'CONTINUE WEST FOR 0.05 MILE TO FORKS WITH LONE MAIL BOX IN
 NO0468'CENTER, (AZIMUTH MARK IS 0.15 MILE SOUTH OF MAIL BOX AS
 NO0468'DESCRIBED), TAKE RIGHT FORK AND CONTINUE WEST FOR 0.7 MILE TO
 NO0468'DIM FORKS, BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 0.55 MILE
 NO0468'TO A POINT JUST SOUTHEAST OF A HIGH SAND HILL, TURN RIGHT OFF
 NO0468'TRACK ROAD AND PICK WAY UP HILL EAST AND SOUTHEAST FOR ABOUT
 NO0468'1.0 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NO0468'
 NO0468'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1417 ***********************************************************************
 LF1417  DESIGNATION -  VAN WYKE
 LF1417  PID         -  LF1417
 LF1417  STATE/COUNTY-  NE/OTOE
 LF1417  COUNTRY     -  US
 LF1417  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1417
 LF1417                         *CURRENT SURVEY CONTROL
 LF1417  ______________________________________________________________________
 LF1417* NAD 83(1995) POSITION- 40 43 44.39533(N) 095 56 17.58796(W)   ADJUSTED
 LF1417* NAVD 88 ORTHO HEIGHT -   367.    (meters)     1204.    (feet) SCALED
 LF1417  ______________________________________________________________________
 LF1417  GEOID HEIGHT    -        -28.599 (meters)                     GEOID18
 LF1417  LAPLACE CORR    -        -10.89  (seconds)                    DEFLEC18
 LF1417  HORZ ORDER      -  FIRST
 LF1417
 LF1417.The horizontal coordinates were established by classical geodetic methods
 LF1417.and adjusted by the National Geodetic Survey in August 1997.
 LF1417
 LF1417.The orthometric height was scaled from a topographic map.
 LF1417
 LF1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1417.GEOID18 height accuracy estimate available here.
 LF1417
 LF1417.Click photographs - Photos may exist for this station.
 LF1417
 LF1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1417
 LF1417. The following values were computed from the NAD 83(1995) position.
 LF1417
 LF1417;                    North         East     Units Scale Factor Converg.
 LF1417;SPC NE       -   107,500.902   842,922.549   MT  0.99974978   +2 41 30.2
 LF1417;SPC NE       -   352,692.54  2,765,488.40   sFT  0.99974978   +2 41 30.2
 LF1417;UTM  15      - 4,512,827.354   251,865.588   MT  1.00035791   -1 55 05.2
 LF1417;UTM  14      - 4,513,184.230   758,570.780   MT  1.00042302   +1 59 55.9
 LF1417
 LF1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1417!SPC NE       -   0.99994690  x   0.99974978  =   0.99969669
 LF1417!UTM  15      -   0.99994690  x   1.00035791  =   1.00030479
 LF1417!UTM  14      -   0.99994690  x   1.00042302  =   1.00036990
 LF1417
 LF1417:                Primary Azimuth Mark                     Grid Az
 LF1417:SPC NE       -  NEBRASKA CITY MUNICIPAL TANK             131 47 13.4
 LF1417:UTM  15      -  NEBRASKA CITY MUNICIPAL TANK             136 23 48.8
 LF1417:UTM  14      -  NEBRASKA CITY MUNICIPAL TANK             132 28 47.7
 LF1417
 LF1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5186512827(NAD 83)
 LF1417
 LF1417|---------------------------------------------------------------------|
 LF1417| PID    Reference Object                     Distance      Geod. Az  |
 LF1417|                                                           dddmmss.s |
 LF1417| LF1427 UNION MUNICIPAL TANK                APPROX. 9.2 KM 0083723.3 |
 LF1417| CL7774 VAN WYKE RM 3                         8.203 METERS 01435     |
 LF1417| CL7772 VAN WYKE RM 1                        30.655 METERS 07136     |
 LF1417| LF1403 NEBRASKA CITY MUNICIPAL TANK        APPROX. 8.5 KM 1342843.6 |
 LF1417| LF1406 NEBRASKA CITY M GREGSON TANK        APPROX. 9.2 KM 1382225.3 |
 LF1417| LF1404 NEBRASKA CITY WILSON PACK TANK      APPROX. 9.0 KM 1411519.5 |
 LF1417| LF1407 NEBRASKA CITY WILSON PACK STK       APPROX. 9.0 KM 1412111.6 |
 LF1417| CL7773 VAN WYKE RM 2                        40.731 METERS 14646     |
 LF1417| CL7771 VAN WYKE AZ MK                                     2025848.0 |
 LF1417|---------------------------------------------------------------------|
 LF1417
 LF1417                          SUPERSEDED SURVEY CONTROL
 LF1417
 LF1417  NAD 83(1986)-  40 43 44.40305(N)    095 56 17.58402(W) AD(       ) 1
 LF1417  NAD 27      -  40 43 44.39505(N)    095 56 16.56121(W) AD(       ) 1
 LF1417
 LF1417.Superseded values are not recommended for survey control.
 LF1417
 LF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1417.See file dsdata.pdf to determine how the superseded data were derived.
 LF1417
 LF1417_MARKER: DS = TRIANGULATION STATION DISK
 LF1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1417_STAMPING: VAN WYKE 1934
 LF1417_MARK LOGO: CGS
 LF1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1417+STABILITY: SURFACE MOTION
 LF1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1417+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 LF1417
 LF1417  HISTORY     - Date     Condition        Report By
 LF1417  HISTORY     - 1934     MONUMENTED       CGS
 LF1417  HISTORY     - 1961     GOOD             CGS
 LF1417  HISTORY     - 1977     GOOD             NGS
 LF1417  HISTORY     - 1980     GOOD             NGS
 LF1417  HISTORY     - 20060221 GOOD             NEDR
 LF1417  HISTORY     - 20100514 GOOD             INDIV
 LF1417
 LF1417                          STATION DESCRIPTION
 LF1417
 LF1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1417'STATION IS ABOUT 4 MILES NORTH AND 4 MILES WEST OF NEBRASKA
 LF1417'CITY, ONE-HALF MILE SOUTH AND 1 MILE WEST OF WYOMING, IN SOUTHEAST
 LF1417'QUARTER OF SEC. 22, T. 9 N., R. 13 E., ON A PROMINENT TREE-COVERED
 LF1417'KNOLL ON THE VAN WYKE ESTATE, NEAR A LARGE GRAY BARN TO SOUTH OF
 LF1417'ROAD AND GRAY HOUSE TO NORTH OF ROAD, ABOUT 200 FEET SOUTHWEST OF
 LF1417'GRAY HOUSE, 45 FEET SOUTH OF SOUTHEAST CORNER OF TOOL HOUSE, 87
 LF1417'FEET NORTH OF NORTH SIDE OF GRAY BARN, 31 FEET NORTH OF
 LF1417'CENTERLINE OF ROAD LEADING TO STATION AND PROJECTS ABOUT 6 INCHES
 LF1417'ABOVE GROUND.  SURFACE AND UNDERGROUND MARKS ARE SET AS
 LF1417'DESCRIBED.
 LF1417'
 LF1417'TO REACH FROM NEBRASKA CITY, GO WEST AND NORTH ON U.S. HIGHWAY 75
 LF1417'(NORTHWEST CORNER OF COURTHOUSE) 5.75 MILES, TURN RIGHT (WEST)
 LF1417'LEAVING HIGHWAY 75, AT OVERPASS BRIDGE ON U.S. 75 AND GO WEST 1.45
 LF1417'MILES TO LARGE GRAY BARN ON SOUTH SIDE OF ROAD AND GRAY HOUSE
 LF1417'ON NORTH SIDE OF ROAD.  STATION IS ON NORTH SIDE OF ROAD.
 LF1417'
 LF1417'REFERENCE MARK NO. 1 IS 30.655 METERS (100.57 FEET)
 LF1417'NORTHEAST OF STATION, 1 FOOT WEST OF YARD FENCE, AND PROJECTS
 LF1417'ABOUT 6 INCHES.
 LF1417'
 LF1417'REFERENCE MARK NO. 2 IS 40.725 METERS (133.61 FEET)
 LF1417'SOUTHEAST OF STATION, 1 FOOT WEST OF NORTH-AND-SOUTH FENCE LINE,
 LF1417'AND PROJECTS ABOUT 4 INCHES.
 LF1417'
 LF1417'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST
 LF1417'OF STATION.  TO REACH FROM STATION, GO WEST 0.1 MILE, THENCE LEFT
 LF1417'(SOUTH) 0.3 MILE TO FARMHOUSE AND MARK ON RIGHT.  MARK IS ABOUT
 LF1417'57 FEET NORTH OF FARMHOUSE (NORTHEAST CORNER), 11 FEET WEST OF
 LF1417'CENTERLINE OF ROAD LEADING TO MARK AND IS FLUSH WITH SURFACE OF
 LF1417'GROUND.
 LF1417'
 LF1417'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1417
 LF1417                          STATION RECOVERY (1961)
 LF1417
 LF1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LF1417'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LF1417'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION, A NEW
 LF1417'REFERENCE MARK 3 WAS SET AT THIS TIME AND ALL OBSERVATIONS WERE
 LF1417'TAKEN FROM IT AS POWERLINE WIRES WERE OVER THE TRUE STATION.
 LF1417'
 LF1417'LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF UNION, 5-1/2 MILES
 LF1417'NORTHWEST OF NEBRASKA CITY AND 1 MILE WEST OF WYOMING.
 LF1417'
 LF1417'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 34, 73 AND 75 WHICH IS
 LF1417'ABOUT 1/2 MILE EAST OF UNION, GO SOUTH ON U.S. HIGHWAYS 73 AND 75
 LF1417'FOR 6.0 MILES TO A SIDE ROAD ON THE RIGHT JUST AFTER CROSSING
 LF1417'AN OVERPASS, TURN RIGHT AND GO WEST FOR 1.5 MILES TO A FARM HOUSE
 LF1417'ON THE RIGHT AND THE STATION.
 LF1417'
 LF1417'STATION MARKS ARE STANDARD DISKS STAMPED VAN WYKE 1934, THE
 LF1417'SURFACE DISK IS SET IN A CYLINDRICAL CONCRETE MONUMENT THAT
 LF1417'PROJECTS 2 INCHES.  IT IS 83 FEET NORTH OF THE NORTHEAST CORNER OF
 LF1417'A BARN, 47 FEET WEST OF THE CENTER OF ENTRANCE DRIVE LEADING TO
 LF1417'THE FARM HOUSE, 32 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LF1417'GRAVEL ROAD AND 28 FEET EAST OF A FENCE CORNER.
 LF1417'
 LF1417'REFERENCE MARK 1, A STANDARD DISK STAMPED VAN WYKE NO 1 1934, SET
 LF1417'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 LF1417'INCHES.  IT IS 55 FEET EAST OF THE CENTER OF THE ENTRANCE DRIVE
 LF1417'LEADING TO FARM HOUSE, 47 FEET SOUTH OF A POWERLINE POLE, 2 FEET
 LF1417'SOUTH OF A METAL WITNESS POST WITH SIGN AND 1 FOOT WEST OF A
 LF1417'FENCE.  THIS MARK IS BLOCKED BY A 8 INCH TREE, SO MEASUREMENT
 LF1417'FROM THE STATION AND OBSERVATIONS WERE NOT MADE.
 LF1417'
 LF1417'REFERENCE MARK 2, A STANDARD DISK STAMPED VAN WYKE NO 2 1934, SET
 LF1417'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 LF1417'INCHES.  IT IS 68 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL
 LF1417'ROAD, 63 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 35 FEET
 LF1417'SOUTH OF A FENCE CORNER AND 11 FEET NORTHEAST OF THE NORTHEAST
 LF1417'LEG OF WINDMILL.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE
 LF1417'AND DIRECTION TO THIS MARK.
 LF1417'
 LF1417'REFERENCE MARK 3, A STANDARD DISK STAMPED VAN WYKE NO 3 1934, SET
 LF1417'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 LF1417'INCH.  IT IS 57 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVEL
 LF1417'ROAD, 36 FEET WEST OF THE CENTER OF THE ENTRANCE DRIVE LEADING TO
 LF1417'THE FARM HOUSE AND 19 FEET SOUTH OF THE SOUTHEAST CORNER OF TOOL
 LF1417'SHED.
 LF1417'
 LF1417'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 145.12 FEET.  (44.232M)
 LF1417'
 LF1417'THE DISTANCE BETWEEN R.M. 2 AND R.M. 3 IS 152.98 FEET.  (46.628M)
 LF1417'
 LF1417'THE DISTANCE BETWEEN R.M. 1 AND R.M. 3 IS 88.88 FEET.  (27.089M)
 LF1417'
 LF1417'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.15 MILE
 LF1417'TO A T-INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO
 LF1417'WHERE THE MAIN ROAD BEARS RIGHT AND A FARM ROAD CONTINUES
 LF1417'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD FOR .05 MILE TO THE MARK
 LF1417'ON THE RIGHT.  IT IS A STANDARD DISK STAMPED VAN WYKE AZI 1934,
 LF1417'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 LF1417'2 INCHES.  IT IS 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LF1417'FARM HOUSE AND 1.2 FEET NORTH OF METAL WITNESS POST WITH SIGN
 LF1417'AND 11 FEET WEST OF THE CENTER OF FARM ROAD.
 LF1417'
 LF1417'PICTURE POINT NO. 1, POINT OBSERVED ON WAS THE CENTER OF THE BASE
 LF1417'OF WINDMILL.
 LF1417'
 LF1417'PICTURE POINT NO. 2, POINT OBSERVED ON WAS THE NORTHEAST CORNER
 LF1417'OF BARN.
 LF1417
 LF1417                          STATION RECOVERY (1977)
 LF1417
 LF1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LF1417'NO SET UP.
 LF1417'
 LF1417'STATION, REF NO. 1, REF NO. 2, REF NO. 3 AND AZIMUTH FOUND IN GOOD
 LF1417'CONDITION AS DESCRIBED.
 LF1417'
 LF1417'THE STATION MARK DOES NOT SEE AZIMUTH MARK DUE TO NEW ADDITION
 LF1417'ON NORTH SIDE OF OLD BARN.
 LF1417'
 LF1417'NEAREST TOWN--NEBR. CITY.
 LF1417
 LF1417                          STATION RECOVERY (1980)
 LF1417
 LF1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1417'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 LF1417'PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE
 LF1417'BECAUSE OF AN ADDITION TO A BARN.  THERE IS NO SUITABLE LOCATION FOR
 LF1417'ANOTHER AZIMUTH MARK DUE TO FARM BUILDINGS AND TREES.  THE STATION WAS
 LF1417'NOT OCCUPIED THIS DATE BECAUSE OF PARKED FARM EQUIPMENT BLOCKING TWO
 LF1417'OF THE REFERENCE MARKS.
 LF1417
 LF1417                          STATION RECOVERY (2006)
 LF1417
 LF1417'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1417'RECOVERED IN GOOD CONDITION.
 LF1417
 LF1417                          STATION RECOVERY (2010)
 LF1417
 LF1417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LF1417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0492 ***********************************************************************
 MM0492  DESIGNATION -  VELMA
 MM0492  PID         -  MM0492
 MM0492  STATE/COUNTY-  NE/ARTHUR
 MM0492  COUNTRY     -  US
 MM0492  USGS QUAD   -  BOURQUIM HILL (2017)
 MM0492
 MM0492                         *CURRENT SURVEY CONTROL
 MM0492  ______________________________________________________________________
 MM0492* NAD 83(1995) POSITION- 41 38 48.79412(N) 101 59 04.72751(W)   ADJUSTED
 MM0492* NAVD 88 ORTHO HEIGHT -  1243.    (meters)     4078.    (feet) SCALED
 MM0492  ______________________________________________________________________
 MM0492  GEOID HEIGHT    -        -19.859 (meters)                     GEOID18
 MM0492  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 MM0492  HORZ ORDER      -  FIRST
 MM0492
 MM0492.The horizontal coordinates were established by classical geodetic methods
 MM0492.and adjusted by the National Geodetic Survey in August 1997.
 MM0492
 MM0492.The orthometric height was scaled from a topographic map.
 MM0492
 MM0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0492.GEOID18 height accuracy estimate available here.
 MM0492
 MM0492.Click photographs - Photos may exist for this station.
 MM0492
 MM0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0492
 MM0492. The following values were computed from the NAD 83(1995) position.
 MM0492
 MM0492;                    North         East     Units Scale Factor Converg.
 MM0492;SPC NE       -   203,247.439   334,735.066   MT  0.99966161   -1 18 54.8
 MM0492;SPC NE       -   666,820.97  1,098,209.96   sFT  0.99966161   -1 18 54.8
 MM0492;UTM  14      - 4,614,875.952   251,443.515   MT  1.00036033   -1 59 03.9
 MM0492;UTM  13      - 4,614,965.022   751,113.986   MT  1.00037606   +2 00 17.5
 MM0492
 MM0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0492!SPC NE       -   0.99980827  x   0.99966161  =   0.99946994
 MM0492!UTM  14      -   0.99980827  x   1.00036033  =   1.00016853
 MM0492!UTM  13      -   0.99980827  x   1.00037606  =   1.00018425
 MM0492
 MM0492:                Primary Azimuth Mark                     Grid Az
 MM0492:SPC NE       -  VELMA AZ MK                              070 03 29.1
 MM0492:UTM  14      -  VELMA AZ MK                              070 43 38.2
 MM0492:UTM  13      -  VELMA AZ MK                              066 44 16.8
 MM0492
 MM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5144314875(NAD 83)
 MM0492
 MM0492|---------------------------------------------------------------------|
 MM0492| PID    Reference Object                     Distance      Geod. Az  |
 MM0492|                                                           dddmmss.s |
 MM0492| CP9282 VELMA RM 1                            9.634 METERS 02102     |
 MM0492| CP9281 VELMA AZ MK                                        0684434.3 |
 MM0492| MM0493 VELMA RM 2                            7.252 METERS 15646     |
 MM0492|---------------------------------------------------------------------|
 MM0492
 MM0492                          SUPERSEDED SURVEY CONTROL
 MM0492
 MM0492  NAD 83(1986)-  41 38 48.79427(N)    101 59 04.73182(W) AD(       ) 1
 MM0492  NAD 27      -  41 38 48.84900(N)    101 59 03.06900(W) AD(       ) 1
 MM0492
 MM0492.Superseded values are not recommended for survey control.
 MM0492
 MM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0492.See file dsdata.pdf to determine how the superseded data were derived.
 MM0492
 MM0492_MARKER: DS = TRIANGULATION STATION DISK
 MM0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0492_STAMPING: VELMA 1946
 MM0492_MARK LOGO: CGS
 MM0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0492+STABILITY: SURFACE MOTION
 MM0492
 MM0492  HISTORY     - Date     Condition        Report By
 MM0492  HISTORY     - 1946     MONUMENTED       CGS
 MM0492  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MM0492
 MM0492                          STATION DESCRIPTION
 MM0492
 MM0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0492'LOCATED 15-1/2 MILES WEST-NORTHWEST OF ARTHUR, ABOUT 2 MILES
 MM0492'NORTHWEST OF THE VELMA POST OFFICE, WHICH HAS BEEN ABANDONED
 MM0492'AND 8 FEET WEST OF AN UNPAINTED REFERENCE POST.  IT IS ON THE
 MM0492'HIGHEST POINT OF A PROMINENT SAND HILL.  THE DISK IS STAMPED
 MM0492'VELMA 1946 AND PROJECTS 8 INCHES.
 MM0492'
 MM0492'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 MM0492'IT IS STAMPED VELMA NO 1 1946 AND PROJECTS 8 INCHES.
 MM0492'
 MM0492'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 MM0492'IT IS STAMPED VELMA NO 2 1946 AND PROJECTS 8 INCHES.
 MM0492'
 MM0492'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTERLINE OF A TRACK
 MM0492'ROAD, 6 FEET SOUTH OF A SOUTH GATE POST AND 15 INCHES NORTH
 MM0492'OF A WHITE REFERENCE POST.  IT IS A STANDARD DISK WELDED TO THE
 MM0492'TOP OF A 3-INCH SOIL PIPE.  IT IS STAMPED VELMA 1946 AND PROJECTS
 MM0492'8 INCHES.
 MM0492'
 MM0492'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO NORTH ON
 MM0492'THE MAIN STREET FOR 0.15 MILE TO A CROSSROAD.  THEN LEFT, WEST,
 MM0492'FOR 1.1 MILE TO A FORK.  THEN LEFT FORK FOR 0.4 MILE TO A FORK.
 MM0492'THEN LEFT FORK FOR 2.0 MILES TO A FARM HOUSE ON THE LEFT.
 MM0492'CONTINUE WESTERLY, MAIN TRAVELED ROAD, FOR 0.4 MILE TO A FORK.
 MM0492'THEN LEFT FORK FOR 0.55 MILE TO A FARM HOUSE ON THE LEFT.
 MM0492'CONTINUE FOR 1.1 MILES TO A FORK.  THEN RIGHT FORK FOR 0.85
 MM0492'MILE TO A FORK.  THEN RIGHT FORK FOR ABOUT 75 FEET TO A
 MM0492'CROSSROAD.  THEN CONTINUE, WEST, FOR 2.1 MILES TO A FARM
 MM0492'HOUSE ON THE RIGHT.  CONTINUE WESTERLY, MAIN TRAVELED ROAD,
 MM0492'FOR 3.2 MILES TO A WINDMILL ON THE RIGHT.  CONTINUE FOR 0.05 MILE
 MM0492'TO A FORK.  THEN SHARP RIGHT, UP A STEEP HILL AND
 MM0492'NORTHWESTERLY, FOR 4.95 MILES TO A FORK.  THEN RIGHT FORK
 MM0492'FOR 0.3 MILES TO A CATTLE GUARD (VELMA POST OFFICE CAN BE SEEN
 MM0492'ABOUT 1/4 MILE ON THE RIGHT).  CONTINUE AHEAD, THROUGH CATTLE
 MM0492'GUARD, FOR 1.6 MILES TO A FORK.  THEN LEFT FORK FOR 0.4
 MM0492'MILE TO A FARM HOUSE.  GO WESTERLY, THROUGH FARM YARD, THEN
 MM0492'WESTERLY THROUGH AN OPENING IN A WIRE FENCE (OPENING IS
 MM0492'WEST OF AN OLD UNPAINTED SHED) FOR 0.45 MILES TO A GATE AND
 MM0492'THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH GATE, CONTINUE
 MM0492'WESTERLY, FOR 0.25 MILE.  THEN LEAVE TRACK ROAD, TURN RIGHT
 MM0492'FOR 0.45 MILE TO A SADDLE BETWEEN TWO RIDGES.  THEN TURN
 MM0492'SHARP LEFT, FOLLOWING THE CREST OF THE RIDGE, FOR ABOUT 0.4
 MM0492'MILE TO THE FOOT OF THE SAND HILL AND THE END OF TRUCK
 MM0492'TRAVEL.  PACK WESTERLY FOR ABOUT 100 YARDS TO THE STATION.
 MM0492
 MM0492                          STATION RECOVERY (1973)
 MM0492
 MM0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0492'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND DESTROYED
 MM0492'DUE TO WIND EROSION.
 MM0492'
 MM0492'A NEW STATION MARK AND REFERENCE MARK WAS ESTABLISH AT THIS
 MM0492'TIME.
 MM0492'
 MM0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 MM0492'WEST-NORTHWEST OF ARTHUR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0494 ***********************************************************************
 MM0494  DESIGNATION -  VELMA 2
 MM0494  PID         -  MM0494
 MM0494  STATE/COUNTY-  NE/ARTHUR
 MM0494  COUNTRY     -  US
 MM0494  USGS QUAD   -  BOURQUIM HILL (2017)
 MM0494
 MM0494                         *CURRENT SURVEY CONTROL
 MM0494  ______________________________________________________________________
 MM0494* NAD 83(1995) POSITION- 41 38 48.76881(N) 101 59 04.83232(W)   ADJUSTED
 MM0494* NAVD 88 ORTHO HEIGHT -  1240.5   (meters)     4070.    (feet) VERTCON
 MM0494  ______________________________________________________________________
 MM0494  GEOID HEIGHT    -        -19.859 (meters)                     GEOID18
 MM0494  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 MM0494  HORZ ORDER      -  FIRST
 MM0494
 MM0494.The horizontal coordinates were established by classical geodetic methods
 MM0494.and adjusted by the National Geodetic Survey in August 1997.
 MM0494
 MM0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0494
 MM0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0494.GEOID18 height accuracy estimate available here.
 MM0494
 MM0494.Click photographs - Photos may exist for this station.
 MM0494
 MM0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0494
 MM0494. The following values were computed from the NAD 83(1995) position.
 MM0494
 MM0494;                    North         East     Units Scale Factor Converg.
 MM0494;SPC NE       -   203,246.715   334,732.624   MT  0.99966161   -1 18 54.9
 MM0494;SPC NE       -   666,818.60  1,098,201.95   sFT  0.99966161   -1 18 54.9
 MM0494;UTM  14      - 4,614,875.255   251,441.063   MT  1.00036035   -1 59 04.0
 MM0494;UTM  13      - 4,614,964.157   751,111.589   MT  1.00037605   +2 00 17.4
 MM0494
 MM0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0494!SPC NE       -   0.99980858  x   0.99966161  =   0.99947025
 MM0494!UTM  14      -   0.99980858  x   1.00036035  =   1.00016886
 MM0494!UTM  13      -   0.99980858  x   1.00037605  =   1.00018456
 MM0494
 MM0494:                Primary Azimuth Mark                     Grid Az
 MM0494:SPC NE       -  VELMA AZ MK                              070 03 52.8
 MM0494:UTM  14      -  VELMA AZ MK                              070 44 01.9
 MM0494:UTM  13      -  VELMA AZ MK                              066 44 40.5
 MM0494
 MM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5144114875(NAD 83)
 MM0494
 MM0494|---------------------------------------------------------------------|
 MM0494| PID    Reference Object                     Distance      Geod. Az  |
 MM0494|                                                           dddmmss.s |
 MM0494| CP9281 VELMA AZ MK                                        0684457.9 |
 MM0494| MM0493 VELMA RM 2                            7.909 METERS 13803     |
 MM0494| CP9283 VELMA 2 RM 3                          7.435 METERS 26649     |
 MM0494|---------------------------------------------------------------------|
 MM0494
 MM0494                          SUPERSEDED SURVEY CONTROL
 MM0494
 MM0494  NAD 83(1986)-  41 38 48.76907(N)    101 59 04.83673(W) AD(       ) 1
 MM0494  NAD 27      -  41 38 48.82395(N)    101 59 03.17410(W) AD(       ) 1
 MM0494  NGVD 29 (07/19/86) 1240.0    (m)         4068.     (f) VERT ANG       
 MM0494
 MM0494.Superseded values are not recommended for survey control.
 MM0494
 MM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0494.See file dsdata.pdf to determine how the superseded data were derived.
 MM0494
 MM0494_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0494_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 MM0494_STAMPING: VELMA 2 1973
 MM0494_MARK LOGO: NGS
 MM0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0494
 MM0494  HISTORY     - Date     Condition        Report By
 MM0494  HISTORY     - 1973     MONUMENTED       NGS
 MM0494
 MM0494                          STATION DESCRIPTION
 MM0494
 MM0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0494'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF ARTHUR, 6.5
 MM0494'MILES SOUTH OF ARTHUR-GRANT COUNTY LINE, NEAR ARTHUR-GARDEN
 MM0494'COUNTY LINE, ON TOP OF A LARGE SAND HILL AND ON PROPERTY LEASED
 MM0494'BY MR. GARNET HARTMAN.
 MM0494'
 MM0494'TO REACH THE STATION FROM THE POST OFFICE IN LEWELLEN GO NORTH
 MM0494'ON MAIN STREET FOR 0.05 MILE TO U.S. HIGHWAY 26.  TURN RIGHT AND
 MM0494'GO EAST ON U.S. HIGHWAY 26 FOR 0.2 MILE TO A CROSSROAD.  TURN
 MM0494'LEFT AND GO NORTH ON PAVED ROAD FOR 0.4 MILE TO END OF
 MM0494'PAVEMENT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.8 MILE TO A
 MM0494'T-ROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.3 MILES
 MM0494'TO A T-ROAD.  TURN LEFT AND GO NORTHERLY ON GRAVELED ROAD FOR
 MM0494'10.6 MILES TO A CATTLE GUARD.  CONTINUE NORTHERLY ON GRAVELED
 MM0494'ROAD FOR 10.0 MILES TO A CATTLE GUARD ON TOP OF A SMALL
 MM0494'HILL.  CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 2.0 MILES
 MM0494'TO A FORK.  KEEP LEFT FORK NORTHERLY ON GRAVELED ROAD FOR 1.4
 MM0494'MILES TO A RANCH DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST
 MM0494'ON DRIVEWAY FOR 0.35 MILE TO A RANCH HOUSE.  CONTINUE WEST TO A
 MM0494'GATE ON SOUTH SIDE OF HOUSE.  PASS THROUGH GATE, BEAR
 MM0494'RIGHT AND GO NORTH ON FIELD ROAD FOR 0.05 MILE TO A FENCE.
 MM0494'TURN LEFT AND GO WEST ON FIELD ROAD FOR 0.5 MILE TO A GATE
 MM0494'AND AZIMUTH MARK ON THE LEFT.  PASS THROUGH GATE AND
 MM0494'CONTINUE WEST ON FIELD ROAD FOR 0.3 MILE TO A WINDMILL.  TURN
 MM0494'RIGHT AND GO NORTHWESTERLY ACROSS COUNTRY STAYING BETWEEN
 MM0494'TWO RIDGES FOR 0.5 MILE.  BEAR LEFT AND GO SOUTHERLY
 MM0494'ACROSS COUNTRY AND UPHILL FOR 0.6 MILE TO TOP OF HILL AND
 MM0494'STATION.
 MM0494'
 MM0494'THE STATION MARK IS A STANDARD DISK STAMPED VELMA 2 1973, SET
 MM0494'IN THE TOP OF A 4 INCH TILE FILLED WITH CONCRETE AND PROJECTS
 MM0494'10 INCHES ABOVE THE GROUND.
 MM0494'
 MM0494'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VELMA NO 2 1946,
 MM0494'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0494'PROJECTS 12 INCHES ABOVE THE GROUND.
 MM0494'
 MM0494'REFERENCE MARK 3 IS A STANDARD DISK STAMPED VELMA 2 NO 3 1973, SET
 MM0494'IN THE TOP OF A 4-INCH TILE FILLED WITH CONCRETE AND PROJECTS 12
 MM0494'INCHES ABOVE THE GROUND.
 MM0494'
 MM0494'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VELMA 1946, CEMENTED
 MM0494'IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE
 MM0494'THE GROUND.  IT IS 24 FEET SOUTH OF THE CENTER OF THE FIELD
 MM0494'ROAD, 1.2 FEET SOUTH-EAST OF A METAL WITNESS POST WITH SIGN
 MM0494'ATTACHED AND 1 FOOT EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0493 ***********************************************************************
 MM0493  DESIGNATION -  VELMA RM 2
 MM0493  PID         -  MM0493
 MM0493  STATE/COUNTY-  NE/ARTHUR
 MM0493  COUNTRY     -  US
 MM0493  USGS QUAD   -  BOURQUIM HILL (2017)
 MM0493
 MM0493                         *CURRENT SURVEY CONTROL
 MM0493  ______________________________________________________________________
 MM0493* NAD 83(1995) POSITION- 41 38 48.57813(N) 101 59 04.60387(W)   ADJUSTED
 MM0493* NAVD 88 ORTHO HEIGHT -  1243.    (meters)     4078.    (feet) SCALED
 MM0493  ______________________________________________________________________
 MM0493  GEOID HEIGHT    -        -19.859 (meters)                     GEOID18
 MM0493  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 MM0493  HORZ ORDER      -  SECOND
 MM0493
 MM0493.The horizontal coordinates were established by classical geodetic methods
 MM0493.and adjusted by the National Geodetic Survey in August 1997.
 MM0493
 MM0493.The orthometric height was scaled from a topographic map.
 MM0493
 MM0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0493.GEOID18 height accuracy estimate available here.
 MM0493
 MM0493.Click photographs - Photos may exist for this station.
 MM0493
 MM0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0493
 MM0493. The following values were computed from the NAD 83(1995) position.
 MM0493
 MM0493;                    North         East     Units Scale Factor Converg.
 MM0493;SPC NE       -   203,240.714   334,737.773   MT  0.99966161   -1 18 54.7
 MM0493;SPC NE       -   666,798.91  1,098,218.84   sFT  0.99966161   -1 18 54.7
 MM0493;UTM  14      - 4,614,869.190   251,446.144   MT  1.00036032   -1 59 03.8
 MM0493;UTM  13      - 4,614,958.460   751,117.080   MT  1.00037608   +2 00 17.6
 MM0493
 MM0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0493!SPC NE       -   0.99980827  x   0.99966161  =   0.99946994
 MM0493!UTM  14      -   0.99980827  x   1.00036032  =   1.00016852
 MM0493!UTM  13      -   0.99980827  x   1.00037608  =   1.00018427
 MM0493
 MM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5144614869(NAD 83)
 MM0493
 MM0493                          SUPERSEDED SURVEY CONTROL
 MM0493
 MM0493  NAD 83(1986)-  41 38 48.57833(N)    101 59 04.60821(W) AD(       ) 2
 MM0493  NAD 27      -  41 38 48.63308(N)    101 59 02.94542(W) AD(       ) 2
 MM0493
 MM0493.Superseded values are not recommended for survey control.
 MM0493
 MM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0493.See file dsdata.pdf to determine how the superseded data were derived.
 MM0493
 MM0493_MARKER: DR = REFERENCE MARK DISK
 MM0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0493_STAMPING: VELMA NO 2 1946
 MM0493_MARK LOGO: CGS
 MM0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0493+STABILITY: SURFACE MOTION
 MM0493
 MM0493  HISTORY     - Date     Condition        Report By
 MM0493  HISTORY     - 1946     MONUMENTED       CGS
 MM0493
 MM0493                          STATION DESCRIPTION
 MM0493
 MM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0493'THE MARK IS LOCATED ABOUT 23.2 MI (37.4 KM) NORTH OF RUTHTON, 16.1 MI
 MM0493'(25.9 KM) WEST-NORTHWEST OF ARTHUR AND 11.5 MI (18.5 KM) EAST OF
 MM0493'RACKETT.
 MM0493'
 MM0493'IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0493'PROJECTS 12 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0498 ***********************************************************************
 LK0498  DESIGNATION -  VENANGO
 LK0498  PID         -  LK0498
 LK0498  STATE/COUNTY-  NE/PERKINS
 LK0498  COUNTRY     -  US
 LK0498  USGS QUAD   -  AMHERST NE (2019)
 LK0498
 LK0498                         *CURRENT SURVEY CONTROL
 LK0498  ______________________________________________________________________
 LK0498* NAD 83(1995) POSITION- 40 44 31.02089(N) 102 00 27.24650(W)   ADJUSTED
 LK0498* NAVD 88 ORTHO HEIGHT -  1095.    (meters)     3593.    (feet) SCALED
 LK0498  ______________________________________________________________________
 LK0498  GEOID HEIGHT    -        -21.192 (meters)                     GEOID18
 LK0498  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 LK0498  HORZ ORDER      -  FIRST
 LK0498
 LK0498.The horizontal coordinates were established by classical geodetic methods
 LK0498.and adjusted by the National Geodetic Survey in August 1997.
 LK0498
 LK0498.The orthometric height was scaled from a topographic map.
 LK0498
 LK0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0498.GEOID18 height accuracy estimate available here.
 LK0498
 LK0498.Click photographs - Photos may exist for this station.
 LK0498
 LK0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0498
 LK0498. The following values were computed from the NAD 83(1995) position.
 LK0498
 LK0498;                    North         East     Units Scale Factor Converg.
 LK0498;SPC NE       -   102,850.194   330,493.989   MT  0.99974677   -1 19 49.5
 LK0498;SPC NE       -   337,434.34  1,084,295.70   sFT  0.99974677   -1 19 49.5
 LK0498;UTM  13      - 4,514,420.091   752,664.269   MT  1.00038584   +1 57 14.6
 LK0498;UTM  14      - 4,514,463.813   246,057.477   MT  1.00039381   -1 57 50.2
 LK0498
 LK0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0498!SPC NE       -   0.99983152  x   0.99974677  =   0.99957833
 LK0498!UTM  13      -   0.99983152  x   1.00038584  =   1.00021729
 LK0498!UTM  14      -   0.99983152  x   1.00039381  =   1.00022526
 LK0498
 LK0498:                Primary Azimuth Mark                     Grid Az
 LK0498:SPC NE       -  VENANGO AZ MK                            270 22 17.1
 LK0498:UTM  13      -  VENANGO AZ MK                            267 05 13.0
 LK0498:UTM  14      -  VENANGO AZ MK                            271 00 17.8
 LK0498
 LK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5266414420(NAD 83)
 LK0498
 LK0498|---------------------------------------------------------------------|
 LK0498| PID    Reference Object                     Distance      Geod. Az  |
 LK0498|                                                           dddmmss.s |
 LK0498| LJ0518 BRANDON FITZGERALD ELEV N GAB       APPROX.10.5 KM 0491020.8 |
 LK0498| LJ0520 BRANDON FARMERS UN ELEV N GAB       APPROX.10.6 KM 0492245.2 |
 LK0498| CP9286 VENANGO RM 2                         70.790 METERS 06811     |
 LK0498| CP9284 VENANGO AZ MK                                      2690227.6 |
 LK0498| CP9285 VENANGO RM 1                         43.836 METERS 28313     |
 LK0498| LK0487 VENANGO MUNICIPAL TANK              APPROX. 3.8 KM 3140833.5 |
 LK0498|---------------------------------------------------------------------|
 LK0498
 LK0498                          SUPERSEDED SURVEY CONTROL
 LK0498
 LK0498  NAD 83(1992)-  40 44 31.02101(N)    102 00 27.24676(W) AD(       ) 1
 LK0498  NAD 83(1986)-  40 44 31.02091(N)    102 00 27.24690(W) AD(       ) 1
 LK0498  NAD 27      -  40 44 31.03100(N)    102 00 25.59100(W) AD(       ) 1
 LK0498
 LK0498.Superseded values are not recommended for survey control.
 LK0498
 LK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0498.See file dsdata.pdf to determine how the superseded data were derived.
 LK0498
 LK0498_MARKER: DS = TRIANGULATION STATION DISK
 LK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0498_STAMPING: VENANGO 1933
 LK0498_MARK LOGO: CGS
 LK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0498+STABILITY: SURFACE MOTION
 LK0498
 LK0498  HISTORY     - Date     Condition        Report By
 LK0498  HISTORY     - 1933     MONUMENTED       CGS
 LK0498  HISTORY     - 1960     GOOD             USGS
 LK0498  HISTORY     - 1962     GOOD             USGS
 LK0498  HISTORY     - 1971     MARK NOT FOUND   USGS
 LK0498
 LK0498                          STATION DESCRIPTION
 LK0498
 LK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0498'STATION IS ABOUT 2-1/2 MILES SE OF VENANGO IN NW 1/4 SEC. 21, T 9
 LK0498'N, R 41 W IN RIGHT-OF-WAY OF COUNTY ROAD.  LAND TO S OWNED
 LK0498'BY THE EBKE ESTATE, BEATRICE.
 LK0498'
 LK0498'STATION IS ON S SIDE OF COUNTY ROAD WHICH DIVIDES SECTIONS
 LK0498'21 AND 16 ABOUT 0.2 MILE E OF NW CORNER OF SECTION 21--APPROXIMATELY
 LK0498'IN FENCE LINE.
 LK0498'
 LK0498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0498'BRONZE DISKS SET IN CONCRETE.
 LK0498'
 LK0498'REFERENCE MARK NO. 1 IS NE OF STATION IN RIGHT-OF-WAY LINE OF
 LK0498'UNFENCED ROAD, ON N SIDE.
 LK0498'
 LK0498'REFERENCE MARK NO. 2 IS NW OF STATION IN RIGHT-OF-WAY LINE OF
 LK0498'UNFENCED ROAD, ON N SIDE.
 LK0498'
 LK0498'AZIMUTH MARK W OF STATION IN FENCE LINE ON S SIDE OF ROAD
 LK0498'WHICH DIVIDES SECTIONS 17 AND 20 AND ABOUT 0.15 MILE W OF NE CORNER
 LK0498'OF SECTION 20.
 LK0498'
 LK0498'TO REACH STATION FROM VENANGO FOLLOW MAIN STREET 1/2 MILE TO
 LK0498'T-ROAD.  TURN E 1/2 MILE S 1.0 MILE THENCE E 1.15 MILES TO
 LK0498'STATION.
 LK0498'
 LK0498'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.1 METERS.
 LK0498
 LK0498                          STATION RECOVERY (1960)
 LK0498
 LK0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0498'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LK0498
 LK0498                          STATION RECOVERY (1962)
 LK0498
 LK0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LK0498'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LK0498
 LK0498                          STATION RECOVERY (1971)
 LK0498
 LK0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0498'SURFACE MARK, REFERENCE MARKS, AND UNDERGROUND MARK WERE SEARCHED
 LK0498'FOR AS DESCRIBED, HOWEVER, NONE WERE RECOVERED.
 LK0498'
 LK0498'THE LAND AT THE STATION SITE IS PRESENTLY UNDER CULTIVATION,
 LK0498'AND RECENTLY PLOWED.  THE REFERENCE MARKS ARE POSSIBLY STILL
 LK0498'INTACT, BUT BURIED IN SAND.  AN ATTEMPT WAS MADE TO MAKE A
 LK0498'3-POINT LOCATION, AND DIG FOR THE UNDERGROUND MARK, HOWEVER, TWO
 LK0498'HOLES WERE DUG TO A DEPTH OF 5 FEET, BUT THE MARK WAS NOT
 LK0498'RECOVERED.  A BRIEF SEARCH WAS ALSO MADE FOR THE AZIMUTH MARK,
 LK0498'BUT NOT RECOVERED.
 LK0498'
 LK0498'LOCAL AUTHORITIES WERE ALSO CONTACTED ON THE LOCATION OF THESE
 LK0498'MARKS, BUT NO ONE COULD REMEMBER SEEING THEM IN SEVERAL YEARS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LK0487 ***********************************************************************
 LK0487  DESIGNATION -  VENANGO MUNICIPAL TANK
 LK0487  PID         -  LK0487
 LK0487  STATE/COUNTY-  NE/PERKINS
 LK0487  COUNTRY     -  US
 LK0487  USGS QUAD   -  VENANGO (2017)
 LK0487
 LK0487                         *CURRENT SURVEY CONTROL
 LK0487  ______________________________________________________________________
 LK0487* NAD 83(1995) POSITION- 40 45 55.80966(N) 102 02 22.17391(W)   ADJUSTED
 LK0487  ______________________________________________________________________
 LK0487  GEOID HEIGHT    -        -21.084 (meters)                     GEOID18
 LK0487  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 LK0487  HORZ ORDER      -  THIRD
 LK0487
 LK0487.The horizontal coordinates were established by classical geodetic methods
 LK0487.and adjusted by the National Geodetic Survey in August 1997.
 LK0487
 LK0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LK0487.GEOID18 height accuracy estimate available here.
 LK0487
 LK0487.Click photographs - Photos may exist for this station.
 LK0487
 LK0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 LK0487
 LK0487. The following values were computed from the NAD 83(1995) position.
 LK0487
 LK0487;                    North         East     Units Scale Factor Converg.
 LK0487;SPC NE       -   105,527.362   327,860.682   MT  0.99974143   -1 21 05.6
 LK0487;SPC NE       -   346,217.69  1,075,656.25   sFT  0.99974143   -1 21 05.6
 LK0487;UTM  13      - 4,516,943.558   749,880.115   MT  1.00036861   +1 56 02.8
 LK0487;UTM  14      - 4,517,171.729   243,452.235   MT  1.00041018   -1 59 08.7
 LK0487
 LK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4988016943(NAD 83)
 LK0487
 LK0487                          SUPERSEDED SURVEY CONTROL
 LK0487
 LK0487  NAD 83(1992)-  40 45 55.80971(N)    102 02 22.17420(W) AD(       ) 3
 LK0487  NAD 83(1986)-  40 45 55.80888(N)    102 02 22.17344(W) AD(       ) 3
 LK0487  NAD 27      -  40 45 55.81500(N)    102 02 20.51200(W) AD(       ) 3
 LK0487
 LK0487.Superseded values are not recommended for survey control.
 LK0487
 LK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0487.See file dsdata.pdf to determine how the superseded data were derived.
 LK0487
 LK0487_MARKER: 51 = TANK
 LK0487
 LK0487  HISTORY     - Date     Condition        Report By
 LK0487  HISTORY     - 1933     FIRST OBSERVED   CGS
 LK0487  HISTORY     - 1960     GOOD             USGS
 LK0487
 LK0487                          STATION DESCRIPTION
 LK0487
 LK0487'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LK0487'STATION WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0621 ***********************************************************************
 NN0621  CBN         -  This is a Cooperative Base Network Control Station.
 NN0621  DESIGNATION -  VERDEL
 NN0621  PID         -  NN0621
 NN0621  STATE/COUNTY-  NE/KNOX
 NN0621  COUNTRY     -  US
 NN0621  USGS QUAD   -  MONOWI (2017)
 NN0621
 NN0621                         *CURRENT SURVEY CONTROL
 NN0621  ______________________________________________________________________
 NN0621* NAD 83(2011) POSITION- 42 50 46.67177(N) 098 16 13.37696(W)   ADJUSTED
 NN0621* NAD 83(2011) ELLIP HT-   470.276 (meters)        (06/27/12)   ADJUSTED
 NN0621* NAD 83(2011) EPOCH   -  2010.00
 NN0621* NAVD 88 ORTHO HEIGHT -   496.2   (meters)     1628.    (feet) GPS OBS
 NN0621  ______________________________________________________________________
 NN0621  NAVD 88 orthometric height was determined with geoid model    GEOID96
 NN0621  GEOID HEIGHT    -        -25.896 (meters)                     GEOID96
 NN0621  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 NN0621  NAD 83(2011) X  -   -673,757.869 (meters)                     COMP
 NN0621  NAD 83(2011) Y  - -4,635,214.917 (meters)                     COMP
 NN0621  NAD 83(2011) Z  -  4,315,318.110 (meters)                     COMP
 NN0621  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 NN0621
 NN0621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0621  Standards:
 NN0621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0621  -------------------------------------------------------------------
 NN0621  NETWORK    0.49   1.25           0.23   0.16   0.64     -0.02776290
 NN0621  -------------------------------------------------------------------
 NN0621  Click here for local accuracies and other accuracy information.
 NN0621
 NN0621.The horizontal coordinates were established by GPS observations
 NN0621.and adjusted by the National Geodetic Survey in June 2012.
 NN0621
 NN0621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0621.been affixed to the stable North American tectonic plate. See 
 NN0621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0621
 NN0621.The horizontal coordinates are valid at the epoch date displayed above
 NN0621.which is a decimal equivalence of Year/Month/Day.
 NN0621
 NN0621.The orthometric height was determined by GPS observations and a
 NN0621.high-resolution geoid model.
 NN0621
 NN0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0621.GEOID18 height accuracy estimate available here.
 NN0621
 NN0621.Click photographs - Photos may exist for this station.
 NN0621
 NN0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0621
 NN0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0621
 NN0621.The ellipsoidal height was determined by GPS observations
 NN0621.and is referenced to NAD 83.
 NN0621
 NN0621. The following values were computed from the NAD 83(2011) position.
 NN0621
 NN0621;                    North         East     Units Scale Factor Converg.
 NN0621;SPC NE       -   335,960.926   641,366.832   MT  0.99993313   +1 08 46.4
 NN0621;SPC NE       - 1,102,231.80  2,104,217.68   sFT  0.99993313   +1 08 46.4
 NN0621;SPC SD S     -    59,080.672   768,615.838   MT  0.99999696   +1 25 23.3
 NN0621;SPC SD S     -   193,833.84  2,521,700.46   sFT  0.99999696   +1 25 23.3
 NN0621;UTM  14      - 4,744,004.793   559,618.063   MT  0.99964373   +0 29 46.2
 NN0621
 NN0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0621!SPC NE       -   0.99992625  x   0.99993313  =   0.99985939
 NN0621!SPC SD S     -   0.99992625  x   0.99999696  =   0.99992321
 NN0621!UTM  14      -   0.99992625  x   0.99964373  =   0.99957001
 NN0621
 NN0621:                Primary Azimuth Mark                     Grid Az
 NN0621:SPC NE       -  VERDEL AZ MK                             182 02 18.5
 NN0621:SPC SD S     -  VERDEL AZ MK                             181 45 41.6
 NN0621:UTM  14      -  VERDEL AZ MK                             182 41 18.7
 NN0621
 NN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5961844004(NAD 83)
 NN0621
 NN0621|---------------------------------------------------------------------|
 NN0621| PID    Reference Object                     Distance      Geod. Az  |
 NN0621|                                                           dddmmss.s |
 NN0621| CO4762 VERDEL AZ MK                                       1831104.9 |
 NN0621| CO4763 VERDEL RM 1                          19.175 METERS 19811     |
 NN0621| CO4764 VERDEL RM 2                          18.038 METERS 31833     |
 NN0621|---------------------------------------------------------------------|
 NN0621
 NN0621                          SUPERSEDED SURVEY CONTROL
 NN0621
 NN0621  NAD 83(2007)-  42 50 46.67173(N)    098 16 13.37775(W) AD(2002.00) 0
 NN0621  ELLIP H (02/10/07)  470.304  (m)                       GP(2002.00)    
 NN0621  ELLIP H (07/10/01)  470.281  (m)                       GP(       ) 4 1
 NN0621  NAD 83(1995)-  42 50 46.67166(N)    098 16 13.37733(W) AD(       ) B
 NN0621  ELLIP H (06/25/96)  470.325  (m)                       GP(       ) 1 1
 NN0621  NAD 83(1986)-  42 50 46.68400(N)    098 16 13.37896(W) AD(       ) 2
 NN0621  NAD 27      -  42 50 46.69200(N)    098 16 12.09600(W) AD(       ) 2
 NN0621  NAVD 88 (06/25/96)  496.2    (m)  GEOID93  model used  GPS OBS        
 NN0621
 NN0621.Superseded values are not recommended for survey control.
 NN0621
 NN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0621.See file dsdata.pdf to determine how the superseded data were derived.
 NN0621
 NN0621_MARKER: DS = TRIANGULATION STATION DISK
 NN0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0621_STAMPING: VERDEL 1948
 NN0621_MARK LOGO: CGS
 NN0621_PROJECTION: PROJECTING 5 CENTIMETERS
 NN0621_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0621+STABILITY: SURFACE MOTION
 NN0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0621+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2021
 NN0621
 NN0621  HISTORY     - Date     Condition        Report By
 NN0621  HISTORY     - 1948     MONUMENTED       CGS
 NN0621  HISTORY     - 19950616 GOOD             NGS
 NN0621  HISTORY     - 19960724 GOOD             NGS
 NN0621  HISTORY     - 20000613 GOOD             NEDR
 NN0621  HISTORY     - 20201021 GOOD             NEGS
 NN0621  HISTORY     - 20210812 GOOD             NEGS
 NN0621
 NN0621                          STATION DESCRIPTION
 NN0621
 NN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0621'STATION LOCATED ABOUT 4 MILES WEST AND 2-1/4 MILES NORTH OF
 NN0621'VERDEL, AND 3-1/2 MILES NORTHEAST OF MONOWI, IN SOUTHWEST 1/4 SEC.
 NN0621'9, T. 33 N., R. 8 W., ON RIGHT-OF-WAY OF AN OLD DIRT ROAD.  ABOUT
 NN0621'0.1 MILE SOUTHEAST OF A SCHOOL HOUSE.  IT IS 17 FEET EAST OF THE
 NN0621'CENTERLINE OF THE ROAD, 8.7 FEET NORTHWEST OF A WHITE WITNESS
 NN0621'POST AND 5.5 FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS 2
 NN0621'INCHES AND THE DISC IS STAMPED VERDEL 1948.
 NN0621'
 NN0621'REFERENCE MARK NO. 1 IS 62.91 FEET SOUTHWEST OF THE STATION.  IT
 NN0621'IS 14 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1
 NN0621'FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 NN0621'DISC IS STAMPED VERDEL NO 1 1948.
 NN0621'
 NN0621'REFERENCE MARK NO. 2 IS 59.18 FEET NORTHWEST OF THE STATION.  IT
 NN0621'IS 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1
 NN0621'FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 NN0621'DISC IS STAMPED VERDEL NO 2 1948.
 NN0621'
 NN0621'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE SOUTHWEST OF THE STATION,
 NN0621'ABOUT HALF WAY UP THE SLOPE OF A HILL.  IT IS 12 FEET WEST OF A
 NN0621'RIGHT-OF-WAY FENCE LINE, 16 FEET EAST OF THE APPROXIMATE
 NN0621'CENTERLINE OF THE ROAD AND 3 FEET NORTHEAST OF A WHITE WITNESS
 NN0621'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 NN0621'VERDEL 1948.
 NN0621'
 NN0621'TO REACH FROM THE RAILROAD STATION IN MONOWI GO EAST ON HIGHWAY
 NN0621'12 FOR 3.03 MILES TO A DIRT T-ROAD NORTH, TURN LEFT ON ROAD
 NN0621'FOR 1.1 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED CONTINUE
 NN0621'NORTH FOR 0.6 MILE TO SCHOOL HOUSE ON LEFT, TURN RIGHT (EAST)
 NN0621'FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 NN0621'
 NN0621'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0621
 NN0621                          STATION RECOVERY (1995)
 NN0621
 NN0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0621'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF VERDEL, 3.5 MI
 NN0621'(5.6 KM) NORTHEAST OF MONOWI, 2 MI (3.2 KM) SOUTHWEST OF THE MISSOURI
 NN0621'RIVER, ON THE EAST RIGHT-OF-WAY OF A BLADED DIRT COUNTY ROAD AND IN
 NN0621'THE SW1/4, SEC9, T33N, R8W.  TO REACH THE MARK FROM THE CAUTION LIGHT
 NN0621'AT THE CROSSROAD IN VERDEL, GO WEST ON STATE HIGHWAY 12 FOR 4.5 MI
 NN0621'(7.2 KM) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 NN0621'ONE-LANE GRADED ROAD FOR 1.55 MI (2.49 KM) TO A T-INTERSECTION AND A
 NN0621'CORRAL STRAIGHT AHEAD.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST ON A
 NN0621'BLADED DIRT ROAD FOR 0.05 MI (0.08 KM) TO THE MARK ON THE LEFT.  THE
 NN0621'MARK MAY BE REACHED FROM THE CROSSROAD AT OLD MONOWI BY GOING EAST ON
 NN0621'HIGHWAY 12 FOR 3.05 MI (4.91 KM) TO THE GRADED ROAD ON THE LEFT. TURN
 NN0621'LEFT AND FOLLOW THE ONE-LANE GRADED ROAD NORTH FOR 1.55 MI (2.49 KM)
 NN0621'TO THE CORRAL AND THE STATION 0.05 MI (0.08 KM) SOUTH-SOUTHEAST.  THE
 NN0621'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 NN0621'WITH THE GROUND SURFACE.  IT IS 53.1 FT (16.2 M) NORTH-NORTHEAST OF A
 NN0621'FENCE CORNER POST ON THE WEST SIDE OF THE ROAD, 15.0 FT (4.6 M) EAST
 NN0621'OF THE CENTERLINE OF THE ROAD, 8.4 FT (2.6 M) NORTHWEST OF A WOODEN
 NN0621'WITNESS POST, 2.0 FT (0.6 M) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS
 NN0621'POST AND ABOUT 4 FT (1.2 M) HIGHER THAN THE ROAD.  REBAR WAS DRIVEN
 NN0621'ALONG THE EAST SIDE OF THE MARK.  NOTE--A 4WD VEHICLE IS RECOMMENDED
 NN0621'IN WET WEATHER.
 NN0621
 NN0621                          STATION RECOVERY (1996)
 NN0621
 NN0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NN0621'RECOVERED AS DESCRIBED.
 NN0621
 NN0621                          STATION RECOVERY (2000)
 NN0621
 NN0621'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NN0621'RECOVERED AS DESCRIBED.
 NN0621
 NN0621                          STATION RECOVERY (2020)
 NN0621
 NN0621'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NN0621'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 12 AND 516 AVENUE.  IN
 NN0621'VERDEL, NE., GO WEST ON NE. HIGHWAY 12 FOR 4.4 MI (7.1 KM) TO A COUNTY
 NN0621'INTERSECTION LEADING NORTH.  TURN RIGHT (NORTH) AND GO 1.6 MI (2.6 KM)
 NN0621'TO T INTERSECTION WITH 897TH ROAD.  TURN RIGHT (ESE) ONTO 897TH ROAD
 NN0621'AND GO 497 FT (151.5 M) TO MONUMENT ON THE LEFT, ON TOP OF BANK.
 NN0621'(897TH ROAD IS A MINIMUM MAINTENANCE ROAD) THE MARK IS 53.84 FT (16.4
 NN0621'M) NORTHEAST OF NAIL IN A DISK IN THE TOP OF CORNER BRACE POST, 56.42
 NN0621'FT (17.2 M) NORTH-NORTHEAST OF NAIL IN A DISK IN THE TOP OF BRACE
 NN0621'POST, 2.0 FT (0.6 M) SOUTH OF NOAA WITNESS POST, 4.7 FT (1.4 M) WEST
 NN0621'OF A FENCE LINE AND 10.5 FT (3.2 M) EAST OF THE CENTERLINE OF COUNTY
 NN0621'ROAD.
 NN0621
 NN0621                          STATION RECOVERY (2021)
 NN0621
 NN0621'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MM)
 NN0621'TO REACH FROM THE JUNCTION OF NE HIGHWAY 12 AND 516TH AVENUE. IN
 NN0621'VERDEL, NE., GO WEST ON NE. HIGHWAY 12 FOR APPROXIMATELY 4.4 MI (7.1
 NN0621'KM) TO THE JUNCTION OF NE HIGHWAY 12 AND 512TH AVENUE. TURN RIGHT AND
 NN0621'GO NORTH ON 512TH AVENUE. APPROXIMATELY 1.6 MI (2.6 KM) TO A T
 NN0621'JUNCTION OF 512 AVENUE AND 897TH ROAD. TURN RIGHT AND GO
 NN0621'EAST-SOUTHEAST ON 897TH ROAD. APPROXIMATELY 500' TO THE MARK ON THE
 NN0621'LEFT (EAST), ON TOP OF BANK. THE MARK IS 53.84 FT (16.4 M) SOUTHWEST
 NN0621'TO NAIL IN A DISK TOP OF CORNER BRACE POST, 56.42 FT (17.2 M)
 NN0621'SOUTH-SOUTHWEST TO NAIL IN A DISK TOP OF BRACE POST, 2.0 FT (0.6 M)
 NN0621'SOUTH OF NOAA WITNESS POST, 4.7 FT (1.4 M) WEST OF A FENCE LINE AND
 NN0621'10.5 FT (3.2 M) EAST OF THE CENTERLINE OF CO. ROAD 897TH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1376 ***********************************************************************
 LF1376  DESIGNATION -  VERDON MUNICIPAL TANK
 LF1376  PID         -  LF1376
 LF1376  STATE/COUNTY-  NE/RICHARDSON
 LF1376  COUNTRY     -  US
 LF1376  USGS QUAD   -  VERDON (2017)
 LF1376
 LF1376                         *CURRENT SURVEY CONTROL
 LF1376  ______________________________________________________________________
 LF1376* NAD 83(1995) POSITION- 40 08 50.71163(N) 095 42 16.32113(W)   ADJUSTED
 LF1376  ______________________________________________________________________
 LF1376  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 LF1376  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 LF1376  HORZ ORDER      -  THIRD
 LF1376
 LF1376.The horizontal coordinates were established by classical geodetic methods
 LF1376.and adjusted by the National Geodetic Survey in August 1997.
 LF1376
 LF1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1376.GEOID18 height accuracy estimate available here.
 LF1376
 LF1376.Click photographs - Photos may exist for this station.
 LF1376
 LF1376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1376
 LF1376. The following values were computed from the NAD 83(1995) position.
 LF1376
 LF1376;                    North         East     Units Scale Factor Converg.
 LF1376;SPC NE       -    43,964.465   865,842.671   MT  0.99993662   +2 50 47.7
 LF1376;SPC NE       -   144,240.08  2,840,685.50   sFT  0.99993662   +2 50 47.7
 LF1376;UTM  15      - 4,447,626.694   269,624.447   MT  1.00025339   -1 44 40.3
 LF1376
 LF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6962447626(NAD 83)
 LF1376
 LF1376                          SUPERSEDED SURVEY CONTROL
 LF1376
 LF1376  NAD 83(1986)-  40 08 50.71881(N)    095 42 16.31638(W) AD(       ) 3
 LF1376  NAD 27      -  40 08 50.70800(N)    095 42 15.35900(W) AD(       ) 3
 LF1376
 LF1376.Superseded values are not recommended for survey control.
 LF1376
 LF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1376.See file dsdata.pdf to determine how the superseded data were derived.
 LF1376
 LF1376_MARKER: 53 = ELEVATED TANK
 LF1376
 LF1376  HISTORY     - Date     Condition        Report By
 LF1376  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1376
 LF1376                          STATION DESCRIPTION
 LF1376
 LF1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1376'STATION IS LOCATED IN THE E PART OF VERDON ON THE HIGHEST POINT
 LF1376'IN THE VILLAGE.  IT IS A CONICAL-SHAPED WATER TANK SUPPORTED BY
 LF1376'4 STEEL LEGS.  IT IS PAINTED BLACK AND IS ABOUT 100 FEET HIGH.
 LF1376'THE POINT INTERSECTED WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 LF1376'
 LF1376'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0484 ***********************************************************************
 MM0484  DESIGNATION -  VERVINE
 MM0484  PID         -  MM0484
 MM0484  STATE/COUNTY-  NE/GRANT
 MM0484  COUNTRY     -  US
 MM0484  USGS QUAD   -  SPRING VALLEY (2017)
 MM0484
 MM0484                         *CURRENT SURVEY CONTROL
 MM0484  ______________________________________________________________________
 MM0484* NAD 83(1995) POSITION- 41 46 59.58732(N) 101 42 59.95177(W)   ADJUSTED
 MM0484* NAVD 88 ORTHO HEIGHT -  1219.    (meters)     3999.    (feet) SCALED
 MM0484  ______________________________________________________________________
 MM0484  GEOID HEIGHT    -        -19.681 (meters)                     GEOID18
 MM0484  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 MM0484  HORZ ORDER      -  FIRST
 MM0484
 MM0484.The horizontal coordinates were established by classical geodetic methods
 MM0484.and adjusted by the National Geodetic Survey in August 1997.
 MM0484
 MM0484.The orthometric height was scaled from a topographic map.
 MM0484
 MM0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0484.GEOID18 height accuracy estimate available here.
 MM0484
 MM0484.Click photographs - Photos may exist for this station.
 MM0484
 MM0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0484
 MM0484. The following values were computed from the NAD 83(1995) position.
 MM0484
 MM0484;                    North         East     Units Scale Factor Converg.
 MM0484;SPC NE       -   217,903.731   357,348.693   MT  0.99967028   -1 08 15.4
 MM0484;SPC NE       -   714,905.82  1,172,401.50   sFT  0.99967028   -1 08 15.4
 MM0484;UTM  14      - 4,629,275.313   274,241.606   MT  1.00022722   -1 48 39.3
 MM0484
 MM0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0484!SPC NE       -   0.99981185  x   0.99967028  =   0.99948220
 MM0484!UTM  14      -   0.99981185  x   1.00022722  =   1.00003903
 MM0484
 MM0484:                Primary Azimuth Mark                     Grid Az
 MM0484:SPC NE       -  VERVINE AZ MK                            320 25 33.8
 MM0484:UTM  14      -  VERVINE AZ MK                            321 05 57.7
 MM0484
 MM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7424129275(NAD 83)
 MM0484
 MM0484|---------------------------------------------------------------------|
 MM0484| PID    Reference Object                     Distance      Geod. Az  |
 MM0484|                                                           dddmmss.s |
 MM0484| CP9288 VERVINE RM 1                         10.813 METERS 11802     |
 MM0484| CP9289 VERVINE RM 2                         12.288 METERS 25415     |
 MM0484| CP9287 VERVINE AZ MK                                      3191718.4 |
 MM0484|---------------------------------------------------------------------|
 MM0484
 MM0484                          SUPERSEDED SURVEY CONTROL
 MM0484
 MM0484  NAD 83(1986)-  41 46 59.58703(N)    101 42 59.95601(W) AD(       ) 1
 MM0484  NAD 27      -  41 46 59.63400(N)    101 42 58.31800(W) AD(       ) 1
 MM0484
 MM0484.Superseded values are not recommended for survey control.
 MM0484
 MM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0484.See file dsdata.pdf to determine how the superseded data were derived.
 MM0484
 MM0484_MARKER: DS = TRIANGULATION STATION DISK
 MM0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0484_STAMPING: VERVINE 1946
 MM0484_MARK LOGO: CGS
 MM0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0484+STABILITY: SURFACE MOTION
 MM0484
 MM0484  HISTORY     - Date     Condition        Report By
 MM0484  HISTORY     - 1946     MONUMENTED       CGS
 MM0484
 MM0484                          STATION DESCRIPTION
 MM0484
 MM0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0484'LOCATED ABOUT 15.5 MILES, AIRLINE, SOUTH OF HYANNIS, ON THE
 MM0484'HIGHEST HILL IN THIS LOCALITY ABOUT 100 YARDS EAST OF THE
 MM0484'HIGHEST POINT OF THE HILL.  IT IS STAMPED VERVINE 1946 AND
 MM0484'PROJECTS 8 INCHES.
 MM0484'
 MM0484'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 MM0484'AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED VERVINE
 MM0484'NO 1 1946 AND PROJECTS 10 INCHES.
 MM0484'
 MM0484'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 MM0484'AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED VERVINE
 MM0484'NO 2 1946 AND PROJECTS 10 INCHES.
 MM0484'
 MM0484'AZIMUTH MARK IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 MM0484'IS STAMPED VERVINE 1946 AND PROJECTS 8 INCHES.
 MM0484'
 MM0484'REACHED FROM THE BANK IN HYANNIS BY GOING EAST ON STATE HIGHWAY
 MM0484'2 FOR 1.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH,
 MM0484'AND GO 3.9 MILES TO A FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD,
 MM0484'FOR 3.15 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHERLY
 MM0484'FOR 6.7 MILES TO A FORK.  TAKE LEFT FORK AND GO 0.5 MILE TO
 MM0484'A FORK.  TAKE RIGHT FORK AND GO 1.1 MILES TO THE SECOND CATTLE
 MM0484'GUARD, CONTINUE FOR 0.4 MILES TO A FORK.  TAKE RIGHT FORK
 MM0484'FOR 0.65 MILE, CONTINUE FOR 0.90 MILE TO A FORK.  TAKE RIGHT
 MM0484'FORK AND GO 1.4 MILES TO A CATTLE GUARD.  PASS THROUGH CATTLE
 MM0484'GUARD AND TURN LEFT, EAST, FOR 1.0 MILE TO THE HIGHEST POINT
 MM0484'OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1035 ***********************************************************************
 LG1035  DESIGNATION -  VESTA
 LG1035  PID         -  LG1035
 LG1035  STATE/COUNTY-  NE/JOHNSON
 LG1035  COUNTRY     -  US
 LG1035  USGS QUAD   -  VESTA (2017)
 LG1035
 LG1035                         *CURRENT SURVEY CONTROL
 LG1035  ______________________________________________________________________
 LG1035* NAD 83(1995) POSITION- 40 19 39.55347(N) 096 19 51.42511(W)   ADJUSTED
 LG1035* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 LG1035  ______________________________________________________________________
 LG1035  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 LG1035  LAPLACE CORR    -         -7.25  (seconds)                    DEFLEC18
 LG1035  HORZ ORDER      -  FIRST
 LG1035
 LG1035.The horizontal coordinates were established by classical geodetic methods
 LG1035.and adjusted by the National Geodetic Survey in August 1997.
 LG1035
 LG1035.The orthometric height was scaled from a topographic map.
 LG1035
 LG1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1035.GEOID18 height accuracy estimate available here.
 LG1035
 LG1035.Click photographs - Photos may exist for this station.
 LG1035
 LG1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1035
 LG1035. The following values were computed from the NAD 83(1995) position.
 LG1035
 LG1035;                    North         East     Units Scale Factor Converg.
 LG1035;SPC NE       -    61,499.997   811,676.801   MT  0.99986792   +2 25 53.3
 LG1035;SPC NE       -   201,771.24  2,662,976.30   sFT  0.99986792   +2 25 53.3
 LG1035;UTM  14      - 4,467,543.873   726,749.995   MT  1.00023295   +1 43 40.9
 LG1035
 LG1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1035!SPC NE       -   0.99993737  x   0.99986792  =   0.99980530
 LG1035!UTM  14      -   0.99993737  x   1.00023295  =   1.00017031
 LG1035
 LG1035:                Primary Azimuth Mark                     Grid Az
 LG1035:SPC NE       -  VESTA AZ MK                              357 26 49.6
 LG1035:UTM  14      -  VESTA AZ MK                              358 09 02.0
 LG1035
 LG1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2674967543(NAD 83)
 LG1035
 LG1035|---------------------------------------------------------------------|
 LG1035| PID    Reference Object                     Distance      Geod. Az  |
 LG1035|                                                           dddmmss.s |
 LG1035| CL7779 VESTA RM 1                           20.470 METERS 00838     |
 LG1035| LG1008 TECUMSEH MUNICIPAL TANK             APPROX.13.0 KM 0631957.9 |
 LG1035| LG1007 TECUMSEH JOHNSON CO CTHSE DOME      APPROX.12.4 KM 0690214.4 |
 LG1035| LG1036 ST PAULS EVAN REFORMED CHURCH       APPROX. 5.8 KM 1230230.3 |
 LG1035| LG1019 SALEM EVANGELICAL REFORM CH         APPROX.13.8 KM 1521629.4 |
 LG1035| CL7780 VESTA RM 2                           15.743 METERS 27819     |
 LG1035| CL7778 VESTA AZ MK                                        3595242.9 |
 LG1035|---------------------------------------------------------------------|
 LG1035
 LG1035                          SUPERSEDED SURVEY CONTROL
 LG1035
 LG1035  NAD 83(1986)-  40 19 39.56123(N)    096 19 51.42141(W) AD(       ) 1
 LG1035  NAD 27      -  40 19 39.56100(N)    096 19 50.37100(W) AD(       ) 1
 LG1035
 LG1035.Superseded values are not recommended for survey control.
 LG1035
 LG1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1035.See file dsdata.pdf to determine how the superseded data were derived.
 LG1035
 LG1035_MARKER: DS = TRIANGULATION STATION DISK
 LG1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1035_STAMPING: VESTA 1947
 LG1035_MARK LOGO: CGS
 LG1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1035+STABILITY: SURFACE MOTION
 LG1035
 LG1035  HISTORY     - Date     Condition        Report By
 LG1035  HISTORY     - 1947     MONUMENTED       CGS
 LG1035  HISTORY     - 1960     GOOD             CGS
 LG1035  HISTORY     - 19950814 SEE DESCRIPTION  NGS
 LG1035
 LG1035                          STATION DESCRIPTION
 LG1035
 LG1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1035'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL ABOUT
 LG1035'7.5 MILES SOUTHWEST OF TECUMSEH, 2 MILES SOUTH OF VESTA, 76 FEET
 LG1035'SOUTH OF THE INTERSECTION OF A FARM ROAD WEST, 66.5 FEET SOUTH OF
 LG1035'A FENCE CORNER, 21 FEET EAST OF THE CENTER OF A DIRT ROAD, 7 FEET
 LG1035'WEST OF A NORTH-SOUTH FENCE, AND 6.7 FEET WEST OF A WITNESS POST.
 LG1035'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED VESTA 1947.
 LG1035'
 LG1035'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE, 2.7 FEET
 LG1035'EAST OF A FENCE CORNER AND 30.5 FEET EAST OF THE CENTER OF A
 LG1035'DIRT ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED VESTA NO 1 1947.
 LG1035'
 LG1035'REFERENCE MARK NO. 2 IS SET IN THE ROAD RIGHT-OF-WAY, 0.7 FOOT
 LG1035'EAST OF A NORTH-SOUTH FENCE AND 30 FEET WEST OF THE CENTER OF A
 LG1035'DIRT ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED VESTA NO 2 1947.
 LG1035'
 LG1035'AZIMUTH MARK IS 95 FEET NORTH-NORTHWEST OF THE CENTER OF
 LG1035'INTERSECTION OF A FARM ROAD EAST, 25 FEET WEST OF THE CENTER OF
 LG1035'A DIRT ROAD, 2 FEET SOUTH-SOUTHEAST OF A WITNESS POST, AND 1.5 FEET
 LG1035'EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LG1035'VESTA 1947.
 LG1035'
 LG1035'TO REACH THE STATION FROM THE POST OFFICE IN VESTA, GO EAST ON
 LG1035'STATE HIGHWAY NO. 3 FOR 0.4 MILE, TURN RIGHT, SOUTH, AND GO 2
 LG1035'MILES TO THE SUMMIT OF A HILL AND THE STATION ON THE LEFT AS
 LG1035'DESCRIBE.
 LG1035'
 LG1035'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.75
 LG1035'MILE TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT
 LG1035'AS DESCRIBED.
 LG1035'
 LG1035'AN 87 FOOT SIGNAL AT STUTHEIT 1934 IS VISIBLE AT 4 FEET.
 LG1035'
 LG1035'A 74 FOOT SIGNAL AT STEINER IS VISIBLE AT 37 FEET.
 LG1035'
 LG1035'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE AT 15 FEET.
 LG1035'
 LG1035'A 74 FOOT SIGNAL AT VIRGINIA IS VISIBLE AT 15 FEET.
 LG1035'
 LG1035'A 74 FOOT SIGNAL AT WOLKEN IS VISIBLE AT 37 FEET.
 LG1035'
 LG1035'A 74 FOOT SIGNAL AT STERLING IS VISIBLE AT 4 FEET.
 LG1035'
 LG1035'A 97 FOOT SIGNAL AT MANS IS VISIBLE AT 4 FEET.
 LG1035'
 LG1035'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1035
 LG1035                          STATION RECOVERY (1960)
 LG1035
 LG1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 LG1035'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1035'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS COVERED WITH ABOUT 6
 LG1035'INCHES OF DIRT, SO A NEW STEEL WITNESS POST WAS PLACED 1 FOOT
 LG1035'SOUTH OF THIS MARK.  THE AZIMUTH MARK IS 5 FEET EAST OF A POWER
 LG1035'POLE WITH A TRANSFORMER AND 1 FOOT SOUTH OF A NEW STEEL WITNESS
 LG1035'POST.
 LG1035'
 LG1035'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE JOHNSON
 LG1035'COUNTY COURTHOUSE SQUARE IN TECUMSEH, GO WEST TWO BLOCKS.  TURN
 LG1035'RIGHT AND GO NORTH ON 1ST. STREET FOR 0.3 MILE TO THE JUNCTION OF
 LG1035'STATE HIGHWAY 136.  TURN LEFT AND GO WEST ON STATE HIGHWAY 136 FOR
 LG1035'7.7 MILES TO THE VESTA CEMETERY ON THE LEFT.  TURN LEFT OFF THE
 LG1035'HIGHWAY AND GO SOUTH ALONG THE EAST SIDE OF CEMTERY FOR 0.5
 LG1035'MILE TO GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD
 LG1035'FOR 0.15 MILE TO THE VESTA POST OFFICE ON THE RIGHT.  CONTINUE
 LG1035'EAST ON GRAVEL ROAD FOR 0.35 MILE TO A GRADED ROAD.  TURN
 LG1035'RIGHT AND GO SOUTH FOR 1.3 MILES TO A FARM HOUSE ON THE LEFT
 LG1035'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON GRADED
 LG1035'ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1035
 LG1035                          STATION RECOVERY (1995)
 LG1035
 LG1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1035'THE SURFACE MARK WAS NOT FOUND.  THE UNDERGROUND MARK WAS RECOVERED IN
 LG1035'GOOD CONDITION BUT WAS DEEMED TO BE TOO SHALLOW.  ACCORDINGLY, THE
 LG1035'HORIZONTAL POSITION OF THE MARK WAS HELD, USING AN OPTICAL PLUMMET,
 LG1035'THEN IT WAS REMOVED AND A NEW UNDERGROUND MARK SET AT A LOWER DEPTH. A
 LG1035'NEW SURFACE MARK WAS THEN SET OVER THE NEW UNDERGROUND MARK.  FOR
 LG1035'FURTHER DETAILS, SEE THE DESCRIPTION TO VESTA RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4133 ***********************************************************************
 AB4133  CBN         -  This is a Cooperative Base Network Control Station.
 AB4133  DESIGNATION -  VESTA RESET
 AB4133  PID         -  AB4133
 AB4133  STATE/COUNTY-  NE/JOHNSON
 AB4133  COUNTRY     -  US
 AB4133  USGS QUAD   -  VESTA (2017)
 AB4133
 AB4133                         *CURRENT SURVEY CONTROL
 AB4133  ______________________________________________________________________
 AB4133* NAD 83(2011) POSITION- 40 19 39.55456(N) 096 19 51.42297(W)   ADJUSTED
 AB4133* NAD 83(2011) ELLIP HT-   396.708 (meters)        (06/27/12)   ADJUSTED
 AB4133* NAD 83(2011) EPOCH   -  2010.00
 AB4133* NAVD 88 ORTHO HEIGHT -   424.5   (meters)     1393.    (feet) GPS OBS
 AB4133  ______________________________________________________________________
 AB4133  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4133  GEOID HEIGHT    -        -27.822 (meters)                     GEOID93
 AB4133  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 AB4133  NAD 83(2011) X  -   -536,970.654 (meters)                     COMP
 AB4133  NAD 83(2011) Y  - -4,839,847.826 (meters)                     COMP
 AB4133  NAD 83(2011) Z  -  4,106,045.497 (meters)                     COMP
 AB4133  LAPLACE CORR    -         -7.25  (seconds)                    DEFLEC18
 AB4133
 AB4133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4133  Standards:
 AB4133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4133  -------------------------------------------------------------------
 AB4133  NETWORK    0.44   1.22           0.21   0.13   0.62     -0.01122583
 AB4133  -------------------------------------------------------------------
 AB4133  Click here for local accuracies and other accuracy information.
 AB4133
 AB4133.The horizontal coordinates were established by GPS observations
 AB4133.and adjusted by the National Geodetic Survey in June 2012.
 AB4133
 AB4133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4133.been affixed to the stable North American tectonic plate. See 
 AB4133.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4133
 AB4133.The horizontal coordinates are valid at the epoch date displayed above
 AB4133.which is a decimal equivalence of Year/Month/Day.
 AB4133
 AB4133.The orthometric height was determined by GPS observations and a
 AB4133.high-resolution geoid model.
 AB4133
 AB4133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4133.GEOID18 height accuracy estimate available here.
 AB4133
 AB4133.Click photographs - Photos may exist for this station.
 AB4133
 AB4133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4133
 AB4133.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4133
 AB4133.The ellipsoidal height was determined by GPS observations
 AB4133.and is referenced to NAD 83.
 AB4133
 AB4133. The following values were computed from the NAD 83(2011) position.
 AB4133
 AB4133;                    North         East     Units Scale Factor Converg.
 AB4133;SPC NE       -    61,500.032   811,676.850   MT  0.99986792   +2 25 53.3
 AB4133;SPC NE       -   201,771.35  2,662,976.47   sFT  0.99986792   +2 25 53.3
 AB4133;UTM  14      - 4,467,543.909   726,750.045   MT  1.00023295   +1 43 40.9
 AB4133
 AB4133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4133!SPC NE       -   0.99993777  x   0.99986792  =   0.99980570
 AB4133!UTM  14      -   0.99993777  x   1.00023295  =   1.00017071
 AB4133
 AB4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2675067543(NAD 83)
 AB4133
 AB4133                          SUPERSEDED SURVEY CONTROL
 AB4133
 AB4133  NAD 83(2007)-  40 19 39.55458(N)    096 19 51.42372(W) AD(2002.00) 0
 AB4133  ELLIP H (02/10/07)  396.722  (m)                       GP(2002.00)    
 AB4133  ELLIP H (07/10/01)  396.689  (m)                       GP(       ) 4 1
 AB4133  NAD 83(1995)-  40 19 39.55449(N)    096 19 51.42306(W) AD(       ) B
 AB4133  ELLIP H (06/25/96)  396.796  (m)                       GP(       ) 1 1
 AB4133
 AB4133.Superseded values are not recommended for survey control.
 AB4133
 AB4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4133.See file dsdata.pdf to determine how the superseded data were derived.
 AB4133
 AB4133_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4133_STAMPING: VESTA 1947 1995
 AB4133_MARK LOGO: NGS
 AB4133_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4133+STABILITY: SURFACE MOTION
 AB4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4133+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4133
 AB4133  HISTORY     - Date     Condition        Report By
 AB4133  HISTORY     - 1995     MONUMENTED       NGS
 AB4133  HISTORY     - 20000605 GOOD             NEDR
 AB4133
 AB4133                          STATION DESCRIPTION
 AB4133
 AB4133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4133'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TECUMSEH,
 AB4133'4.5 MI (7.2 KM) EAST OF CRAB ORCHARD, 2.5 MI (4.0 KM) MI SOUTH OF U.S.
 AB4133'HIGHWAY 136, NEAR THE EAST 1/4 CORNER, SEC7, T4N, R10E AND ON THE EAST
 AB4133'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.  TO REACH THE MARK FROM THE
 AB4133'JUNCTION OF U.S. HIGHWAY 136 AND STATE ROAD 49C SPUR AT CRAB ORCHARD,
 AB4133'GO EAST ON HIGHWAY 136 FOR 5.65 MI (9.09 KM) TO THE VESTA CEMETERY ON
 AB4133'THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.55 MI (0.89 KM) TO A
 AB4133'GRAVELED CROSSROAD AND A SIGN FOR VESTA.  TURN RIGHT AND GO SOUTH ON A
 AB4133'GRAVELED ROAD FOR 0.45 MI (0.72 KM) TO A SIDE ROAD ON THE RIGHT,
 AB4133'LEADING INTO THE OLD TOWN OF VESTA.  CONTINUE SOUTH FOR 2.05 MI (3.30
 AB4133'KM) TO THE CREST OF A HILL AND THE MARK ON THE LEFT.  THE SURFACE DISK
 AB4133'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.3
 AB4133'FT (9.1 CM) BELOW THE GROUND SURFACE. THE UNDERGROUND DISK IS SET INTO
 AB4133'AN IRREGULAR MASS OF CONCRETE 4.0 FT (1.2 M) BELOW THE GROUND SURFACE.
 AB4133'THE MARKS ARE 85.2 FT (26.0 M) SOUTHEAST OF A T-FENCE CORNER ON THE
 AB4133'WEST SIDE OF THE ROAD, 67.20 FT (20.48 M) SOUTH OF REFERENCE MARK 2,
 AB4133'65.8 FT (20.1 M) SOUTH OF THE EXTENSION OF A FENCE LINE LEADING EAST,
 AB4133'51.65 FT (15.74 M) EAST-SOUTHEAST FROM REFERENCE MARK 1, 18.0 FT (5.5
 AB4133'M) EAST OF THE CENTERLINE OF THE ROAD, 15.42 FT (4.70 M) NORTHWEST OF
 AB4133'A WITNESS POST, 12.75 FT (3.89 M) SOUTHWEST OF A WITNESS POST AND
 AB4133'ABOUT 2 FT (0.6 M) LOWER THAN THE ROAD.  MAGNETS WERE PLACED IN EACH
 AB4133'MARK. NOTE--THIS MARK REPLACES STATION--VESTA.  THE SURFACE MARK FOR
 AB4133'VESTA WAS NOT RECOVERED.  THE UNDERGROUND MARK WAS FOUND ABOUT 1 FT
 AB4133'(0.3 M) BELOW THE GROUND SURFACE.  THE HORIZONTAL POSITION OF THIS
 AB4133'MARK WAS HELD, THEN A NEW UNDERGROUND MARK AND A NEW SURFACE MARK WAS
 AB4133'ESTABLISHED BY USING AN OPTICAL PLUMMET.
 AB4133
 AB4133                          STATION RECOVERY (2000)
 AB4133
 AB4133'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4133'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1110 ***********************************************************************
 LG1110  DESIGNATION -  VET
 LG1110  PID         -  LG1110
 LG1110  STATE/COUNTY-  NE/LANCASTER
 LG1110  COUNTRY     -  US
 LG1110  USGS QUAD   -  LINCOLN (2017)
 LG1110
 LG1110                         *CURRENT SURVEY CONTROL
 LG1110  ______________________________________________________________________
 LG1110* NAD 83(1995) POSITION- 40 47 48.71968(N) 096 37 29.88080(W)   ADJUSTED
 LG1110* NAVD 88 ORTHO HEIGHT -   405.    (meters)     1329.    (feet) SCALED
 LG1110  ______________________________________________________________________
 LG1110  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 LG1110  LAPLACE CORR    -          2.23  (seconds)                    DEFLEC18
 LG1110  HORZ ORDER      -  FIRST
 LG1110
 LG1110.The horizontal coordinates were established by classical geodetic methods
 LG1110.and adjusted by the National Geodetic Survey in August 1997.
 LG1110
 LG1110.The orthometric height was scaled from a topographic map.
 LG1110
 LG1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1110.GEOID18 height accuracy estimate available here.
 LG1110
 LG1110.Click photographs - Photos may exist for this station.
 LG1110
 LG1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1110
 LG1110. The following values were computed from the NAD 83(1995) position.
 LG1110
 LG1110;                    North         East     Units Scale Factor Converg.
 LG1110;SPC NE       -   112,536.162   784,681.118   MT  0.99973457   +2 14 11.8
 LG1110;SPC NE       -   369,212.39  2,574,407.97   sFT  0.99973457   +2 14 11.8
 LG1110;UTM  14      - 4,518,921.895   700,364.402   MT  1.00009415   +1 33 08.3
 LG1110
 LG1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1110!SPC NE       -   0.99994052  x   0.99973457  =   0.99967510
 LG1110!UTM  14      -   0.99994052  x   1.00009415  =   1.00003466
 LG1110
 LG1110:                Primary Azimuth Mark                     Grid Az
 LG1110:SPC NE       -  VET AZ MK                                308 09 34.2
 LG1110:UTM  14      -  VET AZ MK                                308 50 37.7
 LG1110
 LG1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0036418921(NAD 83)
 LG1110
 LG1110|---------------------------------------------------------------------|
 LG1110| PID    Reference Object                     Distance      Geod. Az  |
 LG1110|                                                           dddmmss.s |
 LG1110| CL7782 VET RM 1                             26.948 METERS 00106     |
 LG1110| CL7783 VET RM 2                             18.671 METERS 27121     |
 LG1110| LG1118 LINCOLN BELMONT MUNICIPAL TANK      APPROX. 8.7 KM 3094356.3 |
 LG1110| CL7781 VET AZ MK                                          3102346.0 |
 LG1110| LG1127 LINCOLN BETHANY MUNICIPAL TANK      APPROX. 3.8 KM 3560636.4 |
 LG1110|---------------------------------------------------------------------|
 LG1110
 LG1110                          SUPERSEDED SURVEY CONTROL
 LG1110
 LG1110  NAD 83(1986)-  40 47 48.72863(N)    096 37 29.88097(W) AD(       ) 1
 LG1110  NAD 27      -  40 47 48.72900(N)    096 37 28.83700(W) AD(       ) 1
 LG1110
 LG1110.Superseded values are not recommended for survey control.
 LG1110
 LG1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1110.See file dsdata.pdf to determine how the superseded data were derived.
 LG1110
 LG1110_MARKER: DS = TRIANGULATION STATION DISK
 LG1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1110_STAMPING: VET 1947
 LG1110_MARK LOGO: CGS
 LG1110_PROJECTION: FLUSH
 LG1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1110+STABILITY: SURFACE MOTION
 LG1110
 LG1110  HISTORY     - Date     Condition        Report By
 LG1110  HISTORY     - 1947     MONUMENTED       CGS
 LG1110  HISTORY     - 1959     MARK NOT FOUND   CGS
 LG1110  HISTORY     - 1962     MARK NOT FOUND   USGS
 LG1110  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LG1110
 LG1110                          STATION DESCRIPTION
 LG1110
 LG1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1110'THE STATION IS LOCATED ABOUT 4 MILES EAST OF LINCOLN AND ABOUT
 LG1110'0.5 MILE SOUTHWEST OF THE VETERANS HOSPITAL, ON THE HIGHEST
 LG1110'POINT OF A SMALL HILL.  IT IS ON THE RIGHT-OF-WAY AND 22.5
 LG1110'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 0.1
 LG1110'MILE SOUTH OF A CROSSROAD AND AT THE WEST EDGE OF A CULTIVATED
 LG1110'FIELD.  IT IS 24 FEET NORTH OF THE NORTH END OF A ROW OF TREES
 LG1110'AND 17.5 FEET NORTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1110'POST PROJECTING 2 FEET.  IT IS STAMPED VET 1947 AND IS FLUSH
 LG1110'WITH THE SURFACE OF THE GROUND.
 LG1110'
 LG1110'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF A CULTIVATED
 LG1110'FIELD, ON THE RIGHT-OF-WAY AND 27 FEET EAST OF THE CENTER
 LG1110'OF A NORTH-SOUTH GRAVELED ROAD.  IT IS STAMPED VET NO 1 1947
 LG1110'AND PROJECTS 4 INCHES.
 LG1110'
 LG1110'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED FIELD,
 LG1110'9 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 36 FEET WEST
 LG1110'OF A NORTH-SOUTH GRAVELED ROAD.  IT IS STAMPED VET NO 2 1947
 LG1110'AND PROJECTS 4 INCHES.
 LG1110'
 LG1110'THE AZIMUTH MARK IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED
 LG1110'FIELD, 1 FOOT EAST OF A TELEPHONE POLE AND 26.5 FEET NORTH
 LG1110'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD.  IT IS STAMPED
 LG1110'VET 1947 AND PROJECTS 4 INCHES.
 LG1110'
 LG1110'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO EAST
 LG1110'ON U.S. HIGHWAY 34 FOR 4.3 MILES TO 70TH STREET, TURN RIGHT ON
 LG1110'70TH STREET AND GO 1.0 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 LG1110'AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1110'
 LG1110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 LG1110'0.1 MILE TO THE CROSSROAD, TURN LEFT AND GO 0.2 MILE TO
 LG1110'THE MARK ON THE RIGHT AS DESCRIBED.
 LG1110'
 LG1110'AN 87 FOOT SIGNAL AT CROSS IS VISIBLE AT 30 FEET.
 LG1110'
 LG1110'A 74 FOOT SIGNAL AT CHENEY IS VISIBLE AT 30 FEET.
 LG1110'
 LG1110'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 30 FEET.
 LG1110'
 LG1110'AN 87 FOOT SIGNAL AT PEN IS V.G.
 LG1110'
 LG1110'A 74 FOOT SIGNAL AT LINCOLN IS V.G.
 LG1110'
 LG1110'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1110'
 LG1110'AN 87 FOOT SIGNAL AT AIRPORT IS VISIBLE AT 10 FEET.
 LG1110'
 LG1110'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1110
 LG1110                          STATION RECOVERY (1959)
 LG1110
 LG1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HH)
 LG1110'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1110'
 LG1110'STATION APPARENTLY HAS BEEN DESTROYED DUE TO ROAD IMPROVEMENTS
 LG1110'ON THE GRAVEL ROAD (NOW ASPHALT) TOP OF CUT ON ROAD AT APPARENT
 LG1110'LOCATION OF STATION IS APPROXIMATELY 40 FEET.
 LG1110'
 LG1110'NO SEARCH WAS MADE FOR THE REFERENCE MARKS.
 LG1110
 LG1110                          STATION RECOVERY (1962)
 LG1110
 LG1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LG1110'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND AND
 LG1110'MEASUREMENTS FROM THE CENTER OF THE NS ROAD SHOW THEIR POSITION
 LG1110'TO BE IN THE BURROW PIT OF THE NEWLY REWORKED ROAD.  THE
 LG1110'CONCRETE POST FOR REFERENCE MARK NO. 2 IS STILL IN PLACE,
 LG1110'BUT MUTILATED AND THE DISK IS MISSING FROM THE TOP OF THE POST.
 LG1110
 LG1110                          STATION RECOVERY (1976)
 LG1110
 LG1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1110'THIS STATION IS COMPLETLY DESTROYED.  THE SITE OF THE STATION MARK
 LG1110'AND REFERENCE MARKS IS NOW A 4-LANE SURFACED ROAD AND THE AZIMUTH
 LG1110'MARK WAS FOUND LYING ON TOP THE GROUND NEAR AN OLD FENCE CORNER.
 LG1110'
 LG1110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0 MILES
 LG1110'EAST OF LINCOLN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1163 ***********************************************************************
 LH1163  FBN         -  This is a Federal Base Network Control Station.
 LH1163  DESIGNATION -  VICTOR RESET
 LH1163  PID         -  LH1163
 LH1163  STATE/COUNTY-  NE/NUCKOLLS
 LH1163  COUNTRY     -  US
 LH1163  USGS QUAD   -  DEWEESE (2017)
 LH1163
 LH1163                         *CURRENT SURVEY CONTROL
 LH1163  ______________________________________________________________________
 LH1163* NAD 83(2011) POSITION- 40 17 34.60772(N) 098 10 49.49911(W)   ADJUSTED
 LH1163* NAD 83(2011) ELLIP HT-   529.725 (meters)        (06/27/12)   ADJUSTED
 LH1163* NAD 83(2011) EPOCH   -  2010.00
 LH1163* NAVD 88 ORTHO HEIGHT -   555.8   (meters)     1823.    (feet) GPS OBS
 LH1163  ______________________________________________________________________
 LH1163  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1163  GEOID HEIGHT    -        -26.020 (meters)                     GEOID93
 LH1163  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 LH1163  NAD 83(2011) X  -   -693,259.747 (meters)                     COMP
 LH1163  NAD 83(2011) Y  - -4,822,565.022 (meters)                     COMP
 LH1163  NAD 83(2011) Z  -  4,103,192.508 (meters)                     COMP
 LH1163  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 LH1163
 LH1163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1163  Standards:
 LH1163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1163  -------------------------------------------------------------------
 LH1163  NETWORK    0.38   0.96           0.18   0.12   0.49      0.01890706
 LH1163  -------------------------------------------------------------------
 LH1163  Click here for local accuracies and other accuracy information.
 LH1163
 LH1163.The horizontal coordinates were established by GPS observations
 LH1163.and adjusted by the National Geodetic Survey in June 2012.
 LH1163
 LH1163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1163.been affixed to the stable North American tectonic plate. See 
 LH1163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1163
 LH1163.The horizontal coordinates are valid at the epoch date displayed above
 LH1163.which is a decimal equivalence of Year/Month/Day.
 LH1163
 LH1163.The orthometric height was determined by GPS observations and a
 LH1163.high-resolution geoid model.
 LH1163
 LH1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1163.GEOID18 height accuracy estimate available here.
 LH1163
 LH1163.Click photographs - Photos may exist for this station.
 LH1163
 LH1163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1163
 LH1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1163
 LH1163.The ellipsoidal height was determined by GPS observations
 LH1163.and is referenced to NAD 83.
 LH1163
 LH1163. The following values were computed from the NAD 83(2011) position.
 LH1163
 LH1163;                    North         East     Units Scale Factor Converg.
 LH1163;SPC NE       -    52,660.049   654,685.306   MT  0.99988040   +1 12 21.0
 LH1163;SPC NE       -   172,768.84  2,147,913.37   sFT  0.99988040   +1 12 21.0
 LH1163;UTM  14      - 4,460,594.460   569,659.926   MT  0.99965973   +0 31 48.2
 LH1163
 LH1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1163!SPC NE       -   0.99991691  x   0.99988040  =   0.99979732
 LH1163!UTM  14      -   0.99991691  x   0.99965973  =   0.99957667
 LH1163
 LH1163:                Primary Azimuth Mark                     Grid Az
 LH1163:SPC NE       -  VICTOR AZ MK RESET                       092 45 20.9
 LH1163:UTM  14      -  VICTOR AZ MK RESET                       093 25 53.7
 LH1163
 LH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6965960594(NAD 83)
 LH1163
 LH1163|---------------------------------------------------------------------|
 LH1163| PID    Reference Object                     Distance      Geod. Az  |
 LH1163|                                                           dddmmss.s |
 LH1163| CO2660 VICTOR RM 1                           8.300 METERS 00042     |
 LH1163| CO2663 VICTOR RM 4                           8.243 METERS 00947     |
 LH1163| LH1158 FAIRFIELD MUNICIPAL TANK            APPROX.16.4 KM 0220809.9 |
 LH1163| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.19.7 KM 0644028.5 |
 LH1163| CO2658 VICTOR AZ MK                                       0931915.3 |
 LH1163| CO2659 VICTOR AZ MK RESET                                 0935741.9 |
 LH1163| LH1185 LAWRENCE MUNICIPAL TANK             APPROX. 6.8 KM 2672632.3 |
 LH1163| CO2664 VICTOR RM 5                          18.793 METERS 27906     |
 LH1163| CO2662 VICTOR RM 3                          17.215 METERS 28133     |
 LH1163| CO2661 VICTOR RM 2                          16.422 METERS 30015     |
 LH1163|---------------------------------------------------------------------|
 LH1163
 LH1163                          SUPERSEDED SURVEY CONTROL
 LH1163
 LH1163  NAD 83(2007)-  40 17 34.60767(N)    098 10 49.49977(W) AD(2002.00) 0
 LH1163  ELLIP H (02/10/07)  529.748  (m)                       GP(2002.00)    
 LH1163  ELLIP H (07/10/01)  529.719  (m)                       GP(       ) 4 1
 LH1163  NAD 83(1995)-  40 17 34.60739(N)    098 10 49.49915(W) AD(       ) B
 LH1163  ELLIP H (06/25/96)  529.788  (m)                       GP(       ) 1 1
 LH1163  NAD 83(1986)-  40 17 34.61322(N)    098 10 49.49971(W) AD(       ) 3
 LH1163  NAD 27      -  40 17 34.57200(N)    098 10 48.31700(W) AD(       ) 3
 LH1163
 LH1163.Superseded values are not recommended for survey control.
 LH1163
 LH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1163.See file dsdata.pdf to determine how the superseded data were derived.
 LH1163
 LH1163_MARKER: DS = TRIANGULATION STATION DISK
 LH1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1163_STAMPING: VICTOR 1951 1965
 LH1163_MARK LOGO: CGS
 LH1163_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1163+STABILITY: SURFACE MOTION
 LH1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1163+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 LH1163
 LH1163  HISTORY     - Date     Condition        Report By
 LH1163  HISTORY     - 1965     MONUMENTED       CGS
 LH1163  HISTORY     - 1965     GOOD             CGS
 LH1163  HISTORY     - 1988     GOOD             USAF
 LH1163  HISTORY     - 19950717 GOOD             NGS
 LH1163  HISTORY     - 20000501 GOOD             NGS
 LH1163  HISTORY     - 20021009 GOOD             NGS
 LH1163  HISTORY     - 20031001 GOOD             NEPPD
 LH1163
 LH1163                          STATION DESCRIPTION
 LH1163
 LH1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1163'THE SURFACE STATION MARK AND THE REFERENCE MARKS HAD BEEN REMOVED
 LH1163'BUT THE UNDERGROUND MARK WAS RECOVERED ABOUT 6 INCHES BELOW
 LH1163'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK WAS LOWERED
 LH1163'VERTICALLY AND THE SURFACE STATION MARK WAS RESET.  THE
 LH1163'STATION IS 52.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LH1163'4, 27 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 15.6
 LH1163'FEET NORTHEAST OF THE CENTER OF THE EAST END OF A CULVERT, 6.1
 LH1163'FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 4.6 FEET
 LH1163'NORTHWEST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH
 LH1163'THE BOTTOM OF THE GRADER DITCH AND THE DISK IS STAMPED VICTOR
 LH1163'1951 1965.
 LH1163'
 LH1163'TO REACH THE STATION FROM LAWRENCE, FROM THE INTERSECTION OF
 LH1163'STATE HIGHWAY 4 AND MAIN STREET, GO EAST ON STATE HIGHWAY 4
 LH1163'FOR 4.3 MILES TO CROSSROADS AND STATION IN NORTHEAST ANGLE.
 LH1163'
 LH1163'R.M. NO. 4 IS NORTH-NORTHEAST OF THE STATION, 33 FEET EAST OF THE
 LH1163'CENTERLINE OF THE ROAD, 30 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 LH1163'POST AND 0.5 FOOT WEST OF A FENCE.  MARK PROJECTS 6 INCHES AND
 LH1163'THE DISK IS STAMPED VICTOR NO 4 1951 1965.
 LH1163'
 LH1163'R.M. NO. 5 IS WEST OF THE STATION, 33 FEET WEST OF THE CENTERLINE
 LH1163'OF THE ROAD, 13 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, 12
 LH1163'FEET NORTH OF A POWERLINE POLE AND 0.5 FOOT WEST OF A FENCE.
 LH1163'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED VICTOR NO 5
 LH1163'1951 1965.
 LH1163'
 LH1163'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 50 FEET SOUTH
 LH1163'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A METAL
 LH1163'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  MARK PROJECTS 4 INCHES
 LH1163'AND THE DISK IS STAMPED VICTOR 1951 RESET 1956.
 LH1163'
 LH1163'NOTE- THE ANGLE BETWEEN THE LAWRENCE MUNI. WATER TANK AND THE
 LH1163'RESET AZIMUTH MARK FAILED TO CHECK BY 26.7 SECONDS.
 LH1163
 LH1163                          STATION RECOVERY (1965)
 LH1163
 LH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LH1163'STATION AND AZIMUTH MARK 1956 RECOVERED IN GOOD CONDITION.  NO SEARCH
 LH1163'WAS MADE FOR THE RMS.  AZIMUTH MARK 1956 IS IN ERROR AS WAS NOTED IN
 LH1163'THE 1965 DESCRIPTION.  THE LAWRENCE MUNICIPAL WATER TANK WAS
 LH1163'CHECKED BY INDEPENDENT MEANS AND FOUND TO BE CORRECT.
 LH1163'
 LH1163'1965 ROUTE DESCRIPTION ADEQUATE.
 LH1163
 LH1163                          STATION RECOVERY (1988)
 LH1163
 LH1163'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 LH1163'RECOVERED IN GOOD CONDITION.
 LH1163
 LH1163                          STATION RECOVERY (1995)
 LH1163
 LH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1163'THE MARK IS LOCATED ABOUT 9 MI (14.5 KM) NORTHWEST OF NELSON, 6 MI
 LH1163'(9.7 KM) WEST OF THE SOUTH JUNCTION OF STATE HIGHWAYS 4 AND 14, 4.25
 LH1163'MI (6.84 KM) EAST OF LAWRENCE, IN THE NORTHEAST ANGLE OF THE
 LH1163'INTERSECTION OF A COUNTY ROAD WITH STATE HIGHWAY 4, ON THE EAST
 LH1163'RIGHT-OF-WAY OF THE COUNTY ROAD AND NEAR THE SOUTHWEST CORNER, SEC24,
 LH1163'T4N, R8W.  TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND
 LH1163'STATE HIGHWAY 4 IN LAWRENCE, GO EAST ON HIGHWAY 4 FOR 4.25 MI (6.84
 LH1163'KM) TO A GRAVELED CROSSROAD AND THE MARK ON THE LEFT.  THE DISK IS SET
 LH1163'INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 0.2 FT
 LH1163'(6.1 CM) BELOW THE GROUND SURFACE.  IT IS 52.5 FT (16.0 M) NORTH OF
 LH1163'THE CENTERLINE OF THE HIGHWAY, 27.0 FT (8.2 M) EAST OF THE CENTERLINE
 LH1163'OF THE GRAVELED ROAD, 15.4 FT (4.7 M) NORTH-NORTHEAST OF THE CENTER OF
 LH1163'THE EAST END OF A CULVERT UNDER THE COUNTY ROAD, 6.6 FT (2.0 M)
 LH1163'WEST-NORTHWEST OF A FENCE CORNER POST, 5.5 FT (1.7 M) WEST OF A
 LH1163'FIBERGLASS WITNESS POST AND A FENCE, 4.8 FT (1.5 M) WEST-NORTHWEST OF
 LH1163'A METAL WITNESS POST AND IS ABOUT 4 FT (1.2 M) LOWER THAN THE ROAD.
 LH1163'REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 LH1163
 LH1163                          STATION RECOVERY (2000)
 LH1163
 LH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LH1163'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES--THE TO REACH SHOULD
 LH1163'START FROM NORTH CALVERT STREET AND SATE HIGHWAY 4.  MAIN STREET IS NO
 LH1163'LONGER THERE.
 LH1163
 LH1163                          STATION RECOVERY (2002)
 LH1163
 LH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 LH1163'RECOVERED AS DESCRIBED.
 LH1163
 LH1163                          STATION RECOVERY (2003)
 LH1163
 LH1163'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2003 (JBE)
 LH1163'FOUND MARK APPARENTLY UNDISTURBED AND IN GOOD CONDITION, SOLID IN
 LH1163'GROUND, WITH CAP STAMPING MATCHING THAT OF RECORD.  HIGHWAY SHOULDER
 LH1163'RECONSTRUCTION HAS DESTROYED SOME OF THE SWING TIES.  UPON MEASURING
 LH1163'THE SWING TIES AVAILABLE, SEVERAL DISCREPANCIES WERE NOTED.
 LH1163'SQUARE CONCRETE MONUMENT PROTRUDES 0.6' ABOVE GROUND, MARK IS 78.5'
 LH1163'NORTH OF THE CENTERLINE OF THE HIGHWAY, 30' EAST OF THE CENTERLINE OF
 LH1163'A GRAVELED COUNTY ROAD, 32.6'NNE OF THE CENTER OF THE EAST END OF A
 LH1163'CULVERT UNDER THE COUNTY ROAD, NO REBAR FOUND ALONG NORTH SIDE, MARK
 LH1163'IS ABOUT 1' LOWER THAN THE ROAD.
 LH1163'ALSO, NO FIBERGLASS OR METAL WITNESS POSTS FOUND, MARK IS 4.2' SOUTH
 LH1163'OF RELOCATED CORNER FENCE POST, 2.9' SOUTH OF CONCRETE HIGHWAY R.O.W.
 LH1163'MARKER.
 LH1163'SUBSEQUENT GPS MEASUREMENTS FROM NEBRASKA HARN POINT REIHER RESET (PID
 LH1163'LH1209) FOUND A DIFFERENCE OF 27.0' HORIZONTALLY AND 2.1' VERTICALLY
 LH1163'BETWEEN MEASURED AND PUBLISHED LOCATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0410 ***********************************************************************
 MN0410  DESIGNATION -  VIEW
 MN0410  PID         -  MN0410
 MN0410  STATE/COUNTY-  NE/GARDEN
 MN0410  COUNTRY     -  US
 MN0410  USGS QUAD   -  BLACK LAKE (2017)
 MN0410
 MN0410                         *CURRENT SURVEY CONTROL
 MN0410  ______________________________________________________________________
 MN0410* NAD 83(1995) POSITION- 41 54 03.45477(N) 102 21 03.51627(W)   ADJUSTED
 MN0410* NAVD 88 ORTHO HEIGHT -  1257.    (meters)     4124.    (feet) SCALED
 MN0410  ______________________________________________________________________
 MN0410  GEOID HEIGHT    -        -19.189 (meters)                     GEOID18
 MN0410  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 MN0410  HORZ ORDER      -  SECOND
 MN0410
 MN0410.The horizontal coordinates were established by classical geodetic methods
 MN0410.and adjusted by the National Geodetic Survey in August 1997.
 MN0410
 MN0410.The orthometric height was scaled from a topographic map.
 MN0410
 MN0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0410.GEOID18 height accuracy estimate available here.
 MN0410
 MN0410.Click photographs - Photos may exist for this station.
 MN0410
 MN0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0410
 MN0410. The following values were computed from the NAD 83(1995) position.
 MN0410
 MN0410;                    North         East     Units Scale Factor Converg.
 MN0410;SPC NE       -   232,212.099   305,004.049   MT  0.99968232   -1 33 28.7
 MN0410;SPC NE       -   761,849.19  1,000,667.45   sFT  0.99968232   -1 33 28.7
 MN0410;UTM  13      - 4,642,173.664   719,734.256   MT  1.00019417   +1 46 11.4
 MN0410
 MN0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0410!SPC NE       -   0.99980597  x   0.99968232  =   0.99948835
 MN0410!UTM  13      -   0.99980597  x   1.00019417  =   1.00000010
 MN0410
 MN0410:                Primary Azimuth Mark                     Grid Az
 MN0410:SPC NE       -  VIEW AZ MK                               187 34 47.1
 MN0410:UTM  13      -  VIEW AZ MK                               184 15 07.0
 MN0410
 MN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1973442173(NAD 83)
 MN0410
 MN0410|---------------------------------------------------------------------|
 MN0410| PID    Reference Object                     Distance      Geod. Az  |
 MN0410|                                                           dddmmss.s |
 MN0410| CP9290 VIEW AZ MK                                         1860118.4 |
 MN0410| CP9291 VIEW RM 1                            19.733 METERS 29018     |
 MN0410| CP9292 VIEW RM 2                            16.580 METERS 35138     |
 MN0410|---------------------------------------------------------------------|
 MN0410
 MN0410                          SUPERSEDED SURVEY CONTROL
 MN0410
 MN0410  NAD 83(1993)-  41 54 03.45376(N)    102 21 03.51731(W) AD(       ) 2
 MN0410  NAD 83(1986)-  41 54 03.45379(N)    102 21 03.51938(W) AD(       ) 2
 MN0410  NAD 27      -  41 54 03.53000(N)    102 21 01.82300(W) AD(       ) 2
 MN0410
 MN0410.Superseded values are not recommended for survey control.
 MN0410
 MN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0410.See file dsdata.pdf to determine how the superseded data were derived.
 MN0410
 MN0410_MARKER: DS = TRIANGULATION STATION DISK
 MN0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0410_STAMPING: VIEW 1946
 MN0410_MARK LOGO: CGS
 MN0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0410+STABILITY: SURFACE MOTION
 MN0410
 MN0410  HISTORY     - Date     Condition        Report By
 MN0410  HISTORY     - 1946     MONUMENTED       CGS
 MN0410  HISTORY     - 1963     GOOD             CGS
 MN0410
 MN0410                          STATION DESCRIPTION
 MN0410
 MN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0410'LOCATED 11.5 MILES SOUTH-SOUTHEAST OF LAKESIDE, 11.5 MILES
 MN0410'SOUTHWEST OF ELLSWORTH AND 0.3 MILE NORTH OF A RANCH OWNED
 MN0410'BY MR. ARNOLD BLACK, ON THE SOUTHWEST END OF A PROMINENT
 MN0410'EAST-WEST SAND RIDGE, ON THE HIGHEST POINT OF THE HILL.  IT
 MN0410'IS STAMPED VIEW 1946 AND PROJECTS 8 INCHES.
 MN0410'
 MN0410'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND IS
 MN0410'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED VIEW NO. 1
 MN0410'1946 AND PROJECTS 10 INCHES.
 MN0410'
 MN0410'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND ABOUT
 MN0410'5 FEET LOWER THAN THE STATION.  IT IS STAMPED VIEW NO. 2 1946
 MN0410'AND PROJECTS 10 INCHES.
 MN0410'
 MN0410'AZIMUTH MARK IS 25 FEET NORTHWEST OF A WINDMILL, 1 FOOT NORTH
 MN0410'OF A FENCE CORNER AND 2 FEET NORTHEAST OF A 4-INCH WOODEN
 MN0410'WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED VIEW 1946 AND
 MN0410'PROJECTS 10 INCHES.
 MN0410'
 MN0410'REACHED FROM LAKESIDE BY GOING EAST ON STATE HIGHWAY 2 FOR
 MN0410'0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.85 MILE TO
 MN0410'A FORK.  TAKE EXTREME RIGHT FORK AND GO 0.6 MILE, SOUTHERLY,
 MN0410'TO A FORK JUST AFTER CROSSING AN AUTO GATE.  TAKE LEFT FORK
 MN0410'FOR 2.65 MILES TO ANOTHER AUTO GATE.  PASS THROUGH AND TAKE
 MN0410'RIGHT FORK FOR 1.15 MILES TO A FORK.  TAKE LEFT FORK FOR 1.05
 MN0410'MILES TO A FORK.  TAKE LEFT FORK FOR 0.05 MILE TO A CROSSROAD.
 MN0410'CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 5.55 MILES
 MN0410'TO A FORK*(WHICH IS A POINT ABOUT 0.1 MILE BEFORE ARRIVING
 MN0410'AT AN AUTO GATE IN A NORTH-SOUTH FENCE LINE).  HERE, LEAVE
 MN0410'THE MAIN ROAD, TAKE RIGHT FORK, DIM TRACK ROAD, FOR 0.3
 MN0410'MILE.  TURN RIGHT AND GO WEST-SOUTHWESTERLY FOR 0.7 MILE,
 MN0410'WORKING WAY UP GRASSY RIDGE TO THE END OF TRUCK TRAVEL.  FROM
 MN0410'HERE, PACK WESTERLY FOR 100 YARDS TO THE STATION.
 MN0410'
 MN0410'*TO REACH THE AZIMUTH FROM THIS POINT, TAKE LEFT FORK FOR 0.45
 MN0410'MILE TO A FORK, THEN RIGHT FORK FOR 0.8 MILE TO A FORK.  TAKE
 MN0410'RIGHT FORK FOR 0.1 MILE TO MR. BLACKS RANCH HOUSE.  HERE,
 MN0410'TURN RIGHT FOR 0.05 MILE TO THE WINDMILL AND THE AZIMUTH
 MN0410'MARK AS DESCRIBED.
 MN0410
 MN0410                          STATION RECOVERY (1963)
 MN0410
 MN0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0410'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 MN0410'IN GOOD CONDITION.
 MN0410'
 MN0410'THE 1960 TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0602 ***********************************************************************
 MN0602  DESIGNATION -  VIEW
 MN0602  PID         -  MN0602
 MN0602  STATE/COUNTY-  NE/KIMBALL
 MN0602  COUNTRY     -  US
 MN0602  USGS QUAD   -  KIMBALL (2017)
 MN0602
 MN0602                         *CURRENT SURVEY CONTROL
 MN0602  ______________________________________________________________________
 MN0602* NAD 83(1995) POSITION- 41 08 51.33328(N) 103 44 22.77863(W)   ADJUSTED
 MN0602* NAVD 88 ORTHO HEIGHT -  1526.08  (+/-2cm)     5006.8   (feet) VERTCON
 MN0602  ______________________________________________________________________
 MN0602  GEOID HEIGHT    -        -18.696 (meters)                     GEOID18
 MN0602  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 MN0602  HORZ ORDER      -  SECOND
 MN0602  VERT ORDER      -  THIRD ? (See Below)
 MN0602
 MN0602.The horizontal coordinates were established by classical geodetic methods
 MN0602.and adjusted by the National Geodetic Survey in August 1997.
 MN0602
 MN0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0602
 MN0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0602.GEOID18 height accuracy estimate available here.
 MN0602
 MN0602.The vertical order pertains to the NGVD 29 superseded value.
 MN0602
 MN0602.Click photographs - Photos may exist for this station.
 MN0602
 MN0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0602
 MN0602. The following values were computed from the NAD 83(1995) position.
 MN0602
 MN0602;                    North         East     Units Scale Factor Converg.
 MN0602;SPC NE       -   152,702.913   186,264.787   MT  0.99967803   -2 28 41.7
 MN0602;SPC NE       -   500,992.81    611,103.72   sFT  0.99967803   -2 28 41.7
 MN0602;UTM  13      - 4,555,906.911   605,760.824   MT  0.99973766   +0 49 45.8
 MN0602
 MN0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0602!SPC NE       -   0.99976361  x   0.99967803  =   0.99944172
 MN0602!UTM  13      -   0.99976361  x   0.99973766  =   0.99950133
 MN0602
 MN0602:                Primary Azimuth Mark                     Grid Az
 MN0602:SPC NE       -  VIEW AZ MK                               357 18 38.8
 MN0602:UTM  13      -  VIEW AZ MK                               354 00 11.3
 MN0602
 MN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0576055906(NAD 83)
 MN0602
 MN0602|---------------------------------------------------------------------|
 MN0602| PID    Reference Object                     Distance      Geod. Az  |
 MN0602|                                                           dddmmss.s |
 MN0602| MN0601 KIMBALL YOUNG EXCAVATING MAST       APPROX. 9.2 KM 0405229.1 |
 MN0602| MN0600 AIRPORT BEACON KIMBALL MUN APT      APPROX. 7.5 KM 0485216.0 |
 MN0602| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX.12.6 KM 0502905.3 |
 MN0602| CP9293 VIEW RM 1                             8.705 METERS 08748     |
 MN0602| CP9294 VIEW RM 2                             9.966 METERS 17912     |
 MN0602| CP9295 VIEW RM 3                            26.470 METERS 23027     |
 MN0602| MN0608 VIEW AZ MK                          APPROX. 0.8 KM 3544957.1 |
 MN0602|---------------------------------------------------------------------|
 MN0602
 MN0602                          SUPERSEDED SURVEY CONTROL
 MN0602
 MN0602  NAD 83(1993)-  41 08 51.33264(N)    103 44 22.77873(W) AD(       ) 2
 MN0602  NAD 83(1986)-  41 08 51.32591(N)    103 44 22.77785(W) AD(       ) 2
 MN0602  NAD 27      -  41 08 51.39000(N)    103 44 20.98320(W) AD(       ) 2
 MN0602  NGVD 29            1525.34   (m)         5004.4    (f) LEVELING    3  
 MN0602
 MN0602.Superseded values are not recommended for survey control.
 MN0602
 MN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0602.See file dsdata.pdf to determine how the superseded data were derived.
 MN0602
 MN0602_MARKER: DS = TRIANGULATION STATION DISK
 MN0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0602_STAMPING: VIEW 1960
 MN0602_MARK LOGO: CGS
 MN0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0602+STABILITY: SURFACE MOTION
 MN0602
 MN0602  HISTORY     - Date     Condition        Report By
 MN0602  HISTORY     - 1960     MONUMENTED       CGS
 MN0602  HISTORY     - 1963     GOOD             CGS
 MN0602  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0602
 MN0602                          STATION DESCRIPTION
 MN0602
 MN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0602'THE STATION IS LOCATED 10 MILES SOUTHEAST OF BUSHNELL AND
 MN0602'7-1/2 MILES SOUTHWEST OF KIMBALL.  IT IS ABOUT 0.1 MILE EAST
 MN0602'OF MR. CEDARBLADES HOUSE ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH
 MN0602'SECTION LINE ROAD, IN THE NW 1/4 OF THE NW 1/4 OF SECTION
 MN0602'34, T. 14 N., R. 56 W.
 MN0602'
 MN0602'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL
 MN0602'GO EAST ON U.S. HIGHWAY 30 FOR 4.7 MILES TO A CROSSROAD.
 MN0602'TURN RIGHT, SOUTH, AND GO 5.7 MILES TO A T ROAD.  TURN LEFT,
 MN0602'EAST, AND GO 3 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, AND
 MN0602'GO 0.05 MILE TO THE STATION ON THE LEFT JUST OPPOSITE A DRIVEWAY
 MN0602'LEADING TO A RANCH HOUSE.
 MN0602'
 MN0602'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR
 MN0602'0.55 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MN0602'
 MN0602'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH
 MN0602'SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS STAMPED
 MN0602'VIEW 1960.  IT IS 32 FEET EAST OF THE CENTER OF A GRAVELED
 MN0602'ROAD, 28 FEET WEST OF A TELEPHONE POLE AND 5 FEET SOUTH OF A
 MN0602'METAL WITNESS POST.
 MN0602'
 MN0602'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0602'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 MN0602'AND IS STAMPED VIEW NO 1 1960.  IT IS 2 FEET NORTH OF A
 MN0602'TELEPHONE POLE.
 MN0602'
 MN0602'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0602'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES
 MN0602'AND IS STAMPED VIEW NO 2 1960.  IT IS 42-1/2 FEET SOUTHWEST
 MN0602'OF A TELEPHONE POLE AND 32 FEET EAST OF THE CENTER OF A GRAVELED
 MN0602'ROAD.
 MN0602'
 MN0602'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 43.92 FEET.
 MN0602'
 MN0602'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0602'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND
 MN0602'IS STAMPED VIEW 1960.  IT IS 36 FEET WEST OF THE CENTER OF
 MN0602'A GRAVELED ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND
 MN0602'2 FEET SOUTH OF A POWER LINE POLE.
 MN0602'
 MN0602'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0602
 MN0602                          STATION RECOVERY (1963)
 MN0602
 MN0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0602'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MN0602'FOUND IN GOOD CONDITION.
 MN0602'
 MN0602'THE 1960 TO REACH IS ADEQATE.
 MN0602
 MN0602                          STATION RECOVERY (1977)
 MN0602
 MN0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0602'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 MN0602'GOOD CONDITION.  THE SURFACE AND SUB-SURFACE STATION MARK AND
 MN0602'REFERENCE MARK 2 CONCRETE MONUMENTS WITH DISKS WERE FOUND LYING ON
 MN0602'TOP THE GROUND NEAR REFERENCE MARK 1.  THESE MARKS WERE DESTROYED BY
 MN0602'ROAD CONSTRUCTION AND WERE TIED OUT BY THE KIMBALL COUNTY ENGINEER
 MN0602'BEFORE THEY WERE DESTROYED.  NEW STATION MARKS WERE SET IN THE
 MN0602'ORIGINAL LOCATION THIS DATE BY USING THE DISTANCE FROM
 MN0602'REFERENCE MARK 1 AND THE DIRECTION FROM THE AZIMUTH MARK AND
 MN0602'REFERENCE MARK 1 AND CHECKED BY DIRECTIONS TO OTHER PREVIOUS
 MN0602'OBSERVED OBJECTS.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MN0602'
 MN0602'THE STATION IS LOCATED 10 MILES SOUTHEAST OF BUSHNELL AND 7.5
 MN0602'MILES SOUTHWEST OF KIMBALL, ON THE EAST RIGHT-OF-WAY OF A
 MN0602'NORTH-SOUTH SECTION LINE ROAD, IN THE NORTHWEST QUARTER OF THE
 MN0602'NORTHWEST QUARTER OF SECTION 34, T 14 N, R 56 W.
 MN0602'
 MN0602'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL, GO EAST
 MN0602'ON U.S. HIGHWAY 30 FOR 4.7 MILES TO A CROSSROAD.  TURN RIGHT AND
 MN0602'GO SOUTH ON A GRAVELED ROAD FOR 5.6 MILES TO A SIDE ROAD ON THE
 MN0602'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 3.0 MILES TO A
 MN0602'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.05
 MN0602'MILE TO THE STATION ON THE LEFT.
 MN0602'
 MN0602'THE STATION MARKS ARE STANDARD DISKS STAMPED VIEW 1960 1977.  THE
 MN0602'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 MN0602'THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 38 FEET SOUTH OF
 MN0602'THE CENTER OF A FIELD APPROACH, 32 FEET EAST OF THE CENTER OF
 MN0602'THE GRAVELED ROAD, 29 FEET WEST-SOUTHWEST OF A TELEPHONE POLE,
 MN0602'19.5 FEET WEST-SOUTHWEST OF A CORNER FENCE POST AND 1.9 FEET
 MN0602'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 MN0602'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 MN0602'GROUND SURFACE.
 MN0602'
 MN0602'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VIEW NO 1 1960, SET IN
 MN0602'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 MN0602'ABOVE THE GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE CENTER OF THE
 MN0602'FIELD ROAD, 1.8 FEET NORTH OF AN EAST-WEST FENCE AND 1.8 FEET
 MN0602'NORTH-NORTHWEST OF A TELEPHONE POLE.
 MN0602'
 MN0602'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 MN0602'STAMPED VIEW 1960 NO 3 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0602'SURFACE.  IT IS 34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 MN0602'2.1 FEET NORTH OF A METAL WITNESS POST AND 6 INCHES EAST OF A
 MN0602'NORTH-SOUTH FENCELINE.
 MN0602'
 MN0602'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VIEW 1960, SET IN THE
 MN0602'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES
 MN0602'ABOVE THE GROUND SURFACE.  IT IS 37.5 FEET WEST OF THE CENTER OF
 MN0602'A GRAVELED ROAD, 2.3 FEET SOUTH-SOUTHEAST OF A POWER POLE AND 2.3
 MN0602'FEET NORTH OF A METAL WITNESS POST.
 MN0602'
 MN0602'NOTE--REBAR PLACED IN THE STATION MARK CONCRETE MONUMENT.
 MN0602'
 MN0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MN0602'SOUTHEAST OF BUSHNELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0608 ***********************************************************************
 MN0608  DESIGNATION -  VIEW AZ MK
 MN0608  PID         -  MN0608
 MN0608  STATE/COUNTY-  NE/KIMBALL
 MN0608  COUNTRY     -  US
 MN0608  USGS QUAD   -  KIMBALL (2017)
 MN0608
 MN0608                         *CURRENT SURVEY CONTROL
 MN0608  ______________________________________________________________________
 MN0608* NAD 83(1995) POSITION- 41 09 18.77020(N) 103 44 26.06155(W)   ADJUSTED
 MN0608* NAVD 88 ORTHO HEIGHT -  1520.    (meters)     4987.    (feet) SCALED
 MN0608  ______________________________________________________________________
 MN0608  GEOID HEIGHT    -        -18.688 (meters)                     GEOID18
 MN0608  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 MN0608  HORZ ORDER      -  THIRD
 MN0608
 MN0608.The horizontal coordinates were established by classical geodetic methods
 MN0608.and adjusted by the National Geodetic Survey in August 1997.
 MN0608
 MN0608.The orthometric height was scaled from a topographic map.
 MN0608
 MN0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0608.GEOID18 height accuracy estimate available here.
 MN0608
 MN0608.Click photographs - Photos may exist for this station.
 MN0608
 MN0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0608
 MN0608. The following values were computed from the NAD 83(1995) position.
 MN0608
 MN0608;                    North         East     Units Scale Factor Converg.
 MN0608;SPC NE       -   153,551.562   186,224.926   MT  0.99967721   -2 28 43.9
 MN0608;SPC NE       -   503,777.08    610,972.94   sFT  0.99967721   -2 28 43.9
 MN0608;UTM  13      - 4,556,751.898   605,672.059   MT  0.99973743   +0 49 44.1
 MN0608
 MN0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0608!SPC NE       -   0.99976461  x   0.99967721  =   0.99944189
 MN0608!UTM  13      -   0.99976461  x   0.99973743  =   0.99950210
 MN0608
 MN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0567256751(NAD 83)
 MN0608
 MN0608                          SUPERSEDED SURVEY CONTROL
 MN0608
 MN0608  NAD 83(1993)-  41 09 18.76951(N)    103 44 26.06163(W) AD(       ) 3
 MN0608  NAD 83(1986)-  41 09 18.76278(N)    103 44 26.06069(W) AD(       ) 3
 MN0608  NAD 27      -  41 09 18.82731(N)    103 44 24.26587(W) AD(       ) 3
 MN0608
 MN0608.Superseded values are not recommended for survey control.
 MN0608
 MN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0608.See file dsdata.pdf to determine how the superseded data were derived.
 MN0608
 MN0608_MARKER: DZ = AZIMUTH MARK DISK
 MN0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0608_STAMPING: VIEW 1960
 MN0608_MARK LOGO: CGS
 MN0608_PROJECTION: PROJECTING 20 CENTIMETERS
 MN0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0608+STABILITY: SURFACE MOTION
 MN0608
 MN0608  HISTORY     - Date     Condition        Report By
 MN0608  HISTORY     - 1960     MONUMENTED       CGS
 MN0608
 MN0608                          STATION DESCRIPTION
 MN0608
 MN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0608'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF BUSHNELL, 6.9
 MN0608'MI (11.1 KM) SOUTHWEST OF KIMBALL AND 5.7 MI (9.2 KM) SOUTH-SOUTHEAST
 MN0608'OF OLIVER.
 MN0608'
 MN0608'IT IS SET IN THE TOP OF A 12 INCH (30 CM) SQUARE CONCRETE POST THAT
 MN0608'PROJECTS 10 INCHES (25 CM) ABOVE THE GROUND SURFACE.  IT IS 37.5 FT
 MN0608'(11.4 M) WEST OF THE CENTER OF A GRAVELED ROAD, 2.3 FT (0.7 M)
 MN0608'SOUTH-SOUTHEAST OF A POWER POLE AND 2.3 FT (0.7 M) NORTH OF A METAL
 MN0608'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1028 ***********************************************************************
 LG1028  DESIGNATION -  VIRGINIA
 LG1028  PID         -  LG1028
 LG1028  STATE/COUNTY-  NE/GAGE
 LG1028  COUNTRY     -  US
 LG1028  USGS QUAD   -  LEWISTON (2017)
 LG1028
 LG1028                         *CURRENT SURVEY CONTROL
 LG1028  ______________________________________________________________________
 LG1028* NAD 83(1995) POSITION- 40 14 47.42960(N) 096 29 51.37934(W)   ADJUSTED
 LG1028* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 LG1028  ______________________________________________________________________
 LG1028  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 LG1028  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 LG1028  HORZ ORDER      -  SECOND
 LG1028
 LG1028.The horizontal coordinates were established by classical geodetic methods
 LG1028.and adjusted by the National Geodetic Survey in August 1997.
 LG1028
 LG1028.The orthometric height was scaled from a topographic map.
 LG1028
 LG1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1028.GEOID18 height accuracy estimate available here.
 LG1028
 LG1028.Click photographs - Photos may exist for this station.
 LG1028
 LG1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1028
 LG1028. The following values were computed from the NAD 83(1995) position.
 LG1028
 LG1028;                    North         East     Units Scale Factor Converg.
 LG1028;SPC NE       -    51,910.895   797,892.745   MT  0.99989765   +2 19 15.7
 LG1028;SPC NE       -   170,310.99  2,617,753.11   sFT  0.99989765   +2 19 15.7
 LG1028;UTM  14      - 4,458,121.816   712,844.886   MT  1.00015771   +1 37 02.4
 LG1028
 LG1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1028!SPC NE       -   0.99993134  x   0.99989765  =   0.99982899
 LG1028!UTM  14      -   0.99993134  x   1.00015771  =   1.00008904
 LG1028
 LG1028:                Primary Azimuth Mark                     Grid Az
 LG1028:SPC NE       -  VIRGINIA AZ MK                           174 07 48.7
 LG1028:UTM  14      -  VIRGINIA AZ MK                           174 50 02.0
 LG1028
 LG1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1284458121(NAD 83)
 LG1028
 LG1028|---------------------------------------------------------------------|
 LG1028| PID    Reference Object                     Distance      Geod. Az  |
 LG1028|                                                           dddmmss.s |
 LG1028| CL7794 VIRGINIA RM 1                        21.915 METERS 05256     |
 LG1028| LG1029 VIRGINIA FIRST CHRISTIAN CH         121.584 METERS 11644     |
 LG1028| CL7795 VIRGINIA RM 2                        21.507 METERS 14014     |
 LG1028| CL7793 VIRGINIA AZ MK                                     1762704.4 |
 LG1028|---------------------------------------------------------------------|
 LG1028
 LG1028                          SUPERSEDED SURVEY CONTROL
 LG1028
 LG1028  NAD 83(1986)-  40 14 47.43717(N)    096 29 51.37511(W) AD(       ) 2
 LG1028  NAD 27      -  40 14 47.43700(N)    096 29 50.30800(W) AD(       ) 2
 LG1028
 LG1028.Superseded values are not recommended for survey control.
 LG1028
 LG1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1028.See file dsdata.pdf to determine how the superseded data were derived.
 LG1028
 LG1028_MARKER: DS = TRIANGULATION STATION DISK
 LG1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1028_STAMPING: VIRGINIA 1947
 LG1028_MARK LOGO: CGS
 LG1028_PROJECTION: FLUSH
 LG1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1028+STABILITY: SURFACE MOTION
 LG1028
 LG1028  HISTORY     - Date     Condition        Report By
 LG1028  HISTORY     - 1947     MONUMENTED       CGS
 LG1028
 LG1028                          STATION DESCRIPTION
 LG1028
 LG1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1028'THE STATION IS LOCATED IN A SMALL PARK IN THE VILLAGE OF VIRGINIA,
 LG1028'WHICH IS ABOUT 14 MILES EAST OF BEATRICE AND ON STATE HIGHWAY NO.
 LG1028'4.  IT IS 86 FEET WEST OF THE CENTER OF A GRAVELED STREET, 67 FEET
 LG1028'NORTH OF THE NORTHEAST CORNER OF A BAND STAND, AND 50 FEET SOUTH
 LG1028'OF A CONCRETE SIDEWALK.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG1028'STAMPED VIRGINIA 1947.
 LG1028'
 LG1028'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 LG1028'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 32
 LG1028'FEET WEST OF THE CENTER OF A GRAVELED STREET AND 6 INCHES NORTH OF
 LG1028'THE SOUTH EDGE OF THE SIDEWALK.  IT IS STAMPED VIRGINIA NO 1 1947.
 LG1028'
 LG1028'REFERENCE MARK NO. 2 IS 39.5 FEET WEST OF THE CENTER OF A GRAVELED
 LG1028'STREET AND 6 FEET SOUTH OF A TELEPHONE POLE.  IT IS SET FLUSH WITH
 LG1028'THE GROUND AND IS STAMPED VIRGINIA NO 2 1947.
 LG1028'
 LG1028'AZIMUTH MARK IS AT THE SOUTH END OF A GRAVELED STREET, 0.1 MILE
 LG1028'SOUTH OF THE CENTER OF THE BUSINESS DISTRICT OF THE VILLAGE OF
 LG1028'VIRGINIA, 66 FEET NORTH-NORTHEAST OF THE MAIN ENTRANCE TO THE
 LG1028'SCHOOL BUILDING, AND 27 FEET EAST OF THE CENTER OF THE NORTH END
 LG1028'OF A CONCRETE WALK.  IT PROJECTS 3 INCHES AND IS STAMPED VIRGINIA
 LG1028'1947.
 LG1028'
 LG1028'TO REACH THE STATION FROM THE CENTER OF THE MAIN BUSINESS DISTRICT
 LG1028'OF VIRGINIA, GO NORTH 0.1 MILE TO THE VILLAGE PARK ON THE LEFT
 LG1028'AND THE STATION AS DESCRIBED.
 LG1028'
 LG1028'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.2 MILE TO
 LG1028'THE END OF A GRAVELED STREET AND THE AZIMUTH MARK AS DESCRIBED.
 LG1028'
 LG1028'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 64 FEET.
 LG1028'
 LG1028'A 74 FOOT SIGNAL AT WOLKEN IS VISIBLE AT 64 FEET.
 LG1028'
 LG1028'A 74 FOOT SIGNAL AT VESTA IS VISIBLE AT 64 FEET.
 LG1028'
 LG1028'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE AT 64 FEET.
 LG1028'
 LG1028'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 64 FEET.
 LG1028'
 LG1028'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1029 ***********************************************************************
 LG1029  DESIGNATION -  VIRGINIA FIRST CHRISTIAN CH
 LG1029  PID         -  LG1029
 LG1029  STATE/COUNTY-  NE/GAGE
 LG1029  COUNTRY     -  US
 LG1029  USGS QUAD   -  LEWISTON (2017)
 LG1029
 LG1029                         *CURRENT SURVEY CONTROL
 LG1029  ______________________________________________________________________
 LG1029* NAD 83(1995) POSITION- 40 14 45.65660(N) 096 29 46.78485(W)   ADJUSTED
 LG1029  ______________________________________________________________________
 LG1029  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 LG1029  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 LG1029  HORZ ORDER      -  THIRD
 LG1029
 LG1029.The horizontal coordinates were established by classical geodetic methods
 LG1029.and adjusted by the National Geodetic Survey in August 1997.
 LG1029
 LG1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1029.GEOID18 height accuracy estimate available here.
 LG1029
 LG1029.Click photographs - Photos may exist for this station.
 LG1029
 LG1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1029
 LG1029. The following values were computed from the NAD 83(1995) position.
 LG1029
 LG1029;                    North         East     Units Scale Factor Converg.
 LG1029;SPC NE       -    51,860.657   798,003.451   MT  0.99989784   +2 19 18.7
 LG1029;SPC NE       -   170,146.17  2,618,116.32   sFT  0.99989784   +2 19 18.7
 LG1029;UTM  14      - 4,458,070.208   712,954.995   MT  1.00015829   +1 37 05.4
 LG1029
 LG1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1295458070(NAD 83)
 LG1029
 LG1029                          SUPERSEDED SURVEY CONTROL
 LG1029
 LG1029  NAD 83(1986)-  40 14 45.66412(N)    096 29 46.78034(W) AD(       ) 3
 LG1029  NAD 27      -  40 14 45.66300(N)    096 29 45.71000(W) AD(       ) 3
 LG1029
 LG1029.Superseded values are not recommended for survey control.
 LG1029
 LG1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1029.See file dsdata.pdf to determine how the superseded data were derived.
 LG1029
 LG1029_MARKER: 90 = CHURCH SPIRE
 LG1029
 LG1029  HISTORY     - Date     Condition        Report By
 LG1029  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1029  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1029
 LG1029                          STATION DESCRIPTION
 LG1029
 LG1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1029'THE CHURCH IS LOCATED AT THE EAST EDGE OF TOWN.  IT IS A WHITE
 LG1029'FRAME BUILDING WITH THE SPIRE AT THE SOUTH END OF THE BUILDING.
 LG1029'IT IS A WHITE SPIRE ABOUT 50 FEET HIGH WITH A WEATHER VAIN ON
 LG1029'THE TOP.  IT IS 45 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET
 LG1029'AND 100 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.  THE
 LG1029'POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 LG1029
 LG1029                          STATION RECOVERY (2004)
 LG1029
 LG1029'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1029'STATION NOT FOUND. SITE LOCATED. CHURCH NO LONGER EXISTS. ACCORDING TO
 LG1029'A LOCAL RESIDENT OF THE TOWN OF VIRGINIA, THE CHURCH REFERENCED IN THE
 LG1029'1947 DESCRIPTION WAS MOVED AWAY MORE THAN 20 YEARS AGO. THE SITE IS
 LG1029'NOW A VACANT LOT AT THE NORTHWEST CORNER OF THE INTERSECTION OF 2ND
 LG1029'AVENUE AND 5TH STREET IN THE TOWN OF VIRGINIA. THIS STATION SHOULD BE
 LG1029'DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1218 ***********************************************************************
 MJ1218  DESIGNATION -  VOIDA
 MJ1218  PID         -  MJ1218
 MJ1218  STATE/COUNTY-  NE/SARPY
 MJ1218  COUNTRY     -  US
 MJ1218  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1218
 MJ1218                         *CURRENT SURVEY CONTROL
 MJ1218  ______________________________________________________________________
 MJ1218* NAD 83(1995) POSITION- 41 06 01.92180(N) 095 52 57.05751(W)   ADJUSTED
 MJ1218* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 MJ1218  ______________________________________________________________________
 MJ1218  GEOID HEIGHT    -        -27.273 (meters)                     GEOID18
 MJ1218  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 MJ1218  HORZ ORDER      -  SECOND
 MJ1218
 MJ1218.The horizontal coordinates were established by classical geodetic methods
 MJ1218.and adjusted by the National Geodetic Survey in August 1997.
 MJ1218
 MJ1218.The orthometric height was scaled from a topographic map.
 MJ1218
 MJ1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1218.GEOID18 height accuracy estimate available here.
 MJ1218
 MJ1218.Click photographs - Photos may exist for this station.
 MJ1218
 MJ1218.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1218
 MJ1218. The following values were computed from the NAD 83(1995) position.
 MJ1218
 MJ1218;                    North         East     Units Scale Factor Converg.
 MJ1218;SPC NE       -   148,924.567   845,658.183   MT  0.99968347   +2 43 43.1
 MJ1218;SPC NE       -   488,596.68  2,774,463.56   sFT  0.99968347   +2 43 43.1
 MJ1218;UTM  15      - 4,553,922.105   257,930.678   MT  1.00032125   -1 53 45.0
 MJ1218
 MJ1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1218!SPC NE       -   0.99995768  x   0.99968347  =   0.99964116
 MJ1218!UTM  15      -   0.99995768  x   1.00032125  =   1.00027891
 MJ1218
 MJ1218:                Primary Azimuth Mark                     Grid Az
 MJ1218:SPC NE       -  VOIDA AZ MK 2                            268 46 19.4
 MJ1218:UTM  15      -  VOIDA AZ MK 2                            273 23 47.5
 MJ1218
 MJ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5793053922(NAD 83)
 MJ1218
 MJ1218|---------------------------------------------------------------------|
 MJ1218| PID    Reference Object                     Distance      Geod. Az  |
 MJ1218|                                                           dddmmss.s |
 MJ1218| MJ1478 VOIDA RM 4                            8.645 METERS 00403     |
 MJ1218| MJ1476 VOIDA RM 2                           27.395 METERS 00830     |
 MJ1218| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX.19.6 KM 0092628.9 |
 MJ1218| CL7796 VOIDA AZ MK                                        0463155.6 |
 MJ1218| MJ1475 VOIDA RM 1                           24.847 METERS 11403     |
 MJ1218| MJ1477 VOIDA RM 3                            8.660 METERS 19951     |
 MJ1218| MJ1221 VOIDA AZ MK 2                       APPROX. 0.6 KM 2713002.5 |
 MJ1218| MK1991 RADIO STA KFAB EAST TOWER           APPROX.10.2 KM 2815739.9 |
 MJ1218| MK1993 RADIO STA KFAB CENTER TOWER         APPROX.10.3 KM 2815949.0 |
 MJ1218| MK1992 RADIO STA KFAB WEST TOWER           APPROX.10.3 KM 2820155.5 |
 MJ1218| MJ1227 OFFUTT FIELD AIRWAY BCN 332         APPROX. 4.5 KM 3221504.4 |
 MJ1218|---------------------------------------------------------------------|
 MJ1218
 MJ1218                          SUPERSEDED SURVEY CONTROL
 MJ1218
 MJ1218  NAD 83(1986)-  41 06 01.93043(N)    095 52 57.05589(W) AD(       ) 2
 MJ1218  NAD 27      -  41 06 01.93200(N)    095 52 56.01300(W) AD(       ) 2
 MJ1218
 MJ1218.Superseded values are not recommended for survey control.
 MJ1218
 MJ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1218.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1218
 MJ1218_MARKER: DS = TRIANGULATION STATION DISK
 MJ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1218_STAMPING: VOIDA 1947
 MJ1218_MARK LOGO: CGS
 MJ1218_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MJ1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1218+STABILITY: SURFACE MOTION
 MJ1218
 MJ1218  HISTORY     - Date     Condition        Report By
 MJ1218  HISTORY     - 1947     MONUMENTED       CGS
 MJ1218  HISTORY     - 1947     GOOD             CGS
 MJ1218  HISTORY     - 1959     GOOD             CGS
 MJ1218  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MJ1218  HISTORY     - 1975     GOOD             NGS
 MJ1218  HISTORY     - 19850424 GOOD             NGS
 MJ1218  HISTORY     - 19971113 GOOD             NGS
 MJ1218
 MJ1218                          STATION DESCRIPTION
 MJ1218
 MJ1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1218'STATION IS ABOUT 6 MILES NORTHEAST OF PLATTSMOUTH AND 3-1/2
 MJ1218'MILES SOUTHEAST OF BELLEVUE IN THE CORNER OF A CULTIVATED
 MJ1218'FIELD.  STATION IS 53 FEET NORTHEAST OF THE APPROXIMATE
 MJ1218'CENTERLINE OF ROAD, 38 FEET NORTHEAST OF FENCECORNER, 10 FEET
 MJ1218'SOUTHEAST OF WITNESS POST AND 8 FEET SOUTHEAST OF FENCELINE.
 MJ1218'THE MARK IS ABOUT 10 INCHES UNDERGROUND AND THE DISK IS STAMPED
 MJ1218'VOIDA 1947.
 MJ1218'
 MJ1218'REFERENCE MARK NO. 1 IS 81.52 FEET SOUTHEAST OF STATION,
 MJ1218'20 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF ROAD AND
 MJ1218'0.5 FOOT NORTHEAST OF FENCELINE.  THE MARK PROJECTS ABOUT 2
 MJ1218'INCHES AND THE DISK IS STAMPED VOIDA NO 1 1947.
 MJ1218'
 MJ1218'REFERENCE MARK NO. 2 IS 89.88 FEET NORTHEAST OF STATION AND
 MJ1218'1 FOOT SOUTHEAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 MJ1218'AND THE DISK IS STAMPED VOIDA NO 2 1947.
 MJ1218'
 MJ1218'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST NORTHEAST OF
 MJ1218'STATION, 21 FEET SOUITH OF A FENCECORNER, 15 FEET WEST
 MJ1218'OF THE APPROXIMATE CENTERLINE OF ROAD, 1.4 FEET WEST OF
 MJ1218'WITNESS POST AND 1.0 FOOT WEST OF FENCE.  THE MARK PROJECTS
 MJ1218'ABOUT 6 INCHES AND THE DISK IS STAMPED VOIDA 1947.
 MJ1218'
 MJ1218'TO REACH STATION FROM POST OFFICE IN BELLEVUE GO EAST FOR
 MJ1218'0.1 MILE TO SECOND CROSS STREET.  TURN RIGHT AND FOLLOW MAIN
 MJ1218'ROAD SOUTH AND EAST FOR 2.6 MILE TO A POINT WHERE MAIN ROAD
 MJ1218'BENDS TO THE LEFT AND A TRACK ROAD CONTINUES SOUTH.  TURN
 MJ1218'LEFT AND GO EAST FOR 0.35 MILE TO STATION ON LEFT OR NORTHEAST
 MJ1218'SIDE OF ROAD AS DESCRIBED.
 MJ1218'
 MJ1218'TO REACH AZIMUTH FROM STATION GO EAST FOR 0.1 MILE TO T ROAD
 MJ1218'LEFT.  TURN LEFT AND GO NORTH FOR 0.15 MILE TO AZIMUTH ON
 MJ1218'LEFT NEAR FENCELINE AS DESCRIBED.
 MJ1218'
 MJ1218'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MJ1218
 MJ1218                          STATION RECOVERY (1947)
 MJ1218
 MJ1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ1218'RECOVERED IN GOOD CONDITION.
 MJ1218
 MJ1218                          STATION RECOVERY (1959)
 MJ1218
 MJ1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1218'STATION WAS RECOVERED IN GOOD CONDITION AS DECRIBED.
 MJ1218'
 MJ1218'REFERENCE MARK NO. 1 WAS SEARCHED FOR AND NOT RECOVERED.
 MJ1218'
 MJ1218'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MJ1218'
 MJ1218'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MJ1218
 MJ1218                          STATION RECOVERY (1974)
 MJ1218
 MJ1218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (RDP)
 MJ1218'RECOVERED BY HOSKINS - WESTERN-SONDEREGGER.
 MJ1218'
 MJ1218'VOIDA-NOT FOUND.
 MJ1218'
 MJ1218'VOIDA R.M. 2 1947-GOOD (W OF T CORNER IN FENCE).
 MJ1218'
 MJ1218'VOIDA R.M. 1-NO FOUND.
 MJ1218'
 MJ1218'AZ MK-NOT LOOKED FOR.
 MJ1218'
 MJ1218'PULLED TIE FROM R.M. 2 IN GENERAL DIRECTION OF ARROW AND DUG
 MJ1218'TRENCH ABOUT 2 FT WIDE 6 FT DEEP 6 FT LONG, BUT FOUND NO STATION
 MJ1218'I BELIEVE WITH A LITTLE MORE INFORMATION STATION COULD BE FOUND
 MJ1218'BECAUSE OF PROTECTION FROM FENCE AND TRAIL.
 MJ1218
 MJ1218                          STATION RECOVERY (1975)
 MJ1218
 MJ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1218'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 MJ1218'IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MJ1218'SEARCHED FOR AND NOT FOUND AND IT IS BELIEVED THESE MARKS
 MJ1218'WERE DESTROYDED BY ROAD CONSTRUCTION.  REFERENCE MARK 2 IS
 MJ1218'OBSTRUCTED BY LARGE ELM TREES THIS DATE.  REFERENCE MARKS 3
 MJ1218'AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 MJ1218'
 MJ1218'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1218'
 MJ1218'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF PLATTSMOUTH
 MJ1218'AND 3.5 MILES SOUTHEAST OF BELLEVUE, ON LAND OWNED BY THE
 MJ1218'MR. C.R. MASON, WHO LIVES IN FARM HOUSE AT THE STATION SITE.
 MJ1218'
 MJ1218'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 MJ1218'SOUTH ONE BLOCK TO MADISON AVE, THEN EAST ON MADISON AVE ONE
 MJ1218'BLOCK TO HANCOCK STREET, TURN RIGHT AND GO SOUTHERLY ON HANCOCK
 MJ1218'STREET WHICH CONTINUES INTO HARLAN LEWIS ROAD AT THE CITY
 MJ1218'LIMITS FOR 1.8 MILES TO RAILROAD CROSSING, CONTINUE SOUTH ON
 MJ1218'HARLAN LEWIS ROAD FOR 0.7 MILE TO A SIDE ROAD AND THE AZIMUTH
 MJ1218'MARK ON THE LEFT AND A SIGN MISSOURI RIVER ROAD HOLUB PLACE
 MJ1218'ON THE RIGHT, TURN LEFT ON THE GRAVELED ROAD AND GO EAST
 MJ1218'FOR 0.4 MILE TO MR. MASONS HOME AND THE STATION ON THE
 MJ1218'LEFT AND A METAL GATE ON THE RIGHT.
 MJ1218'
 MJ1218'THE STATION MARK IS A STANDARD DISK STAMPED VOIDA 1947, SET IN
 MJ1218'THE TOP OF A 14 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 MJ1218'18 INCHES BELOW THE GROUND SURFACE.  IT IS 55 FEET NORTH OF
 MJ1218'THE CENTER OF THE GRAVELED ROAD, 35 FEET NORTH-NORTHEAST
 MJ1218'OF A CORNER POST AT EAST SIDE OF DRIVEWAY ENTRANCE TO MR. MASONS
 MJ1218'HOME AND 4.5 FEET EAST OF A METAL WITNESS POST IN A NORTH-SOUTH
 MJ1218'FENCELINE.
 MJ1218'
 MJ1218'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VOIDA NO 2 1947,
 MJ1218'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MJ1218'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET
 MJ1218'NORTH OF A 14-INCH ELM TREE AND 1.5 FEET SOUTHWEST OF A CORNER
 MJ1218'FENCE POST.
 MJ1218'
 MJ1218'REFERENCE MARK 3 IS 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED,
 MJ1218'VOIDA 1947 NO 3 1975, AND SET FLUSH WITH THE GROUND SURFACE.
 MJ1218'IT IS 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 12
 MJ1218'FEET EAST OF THE CENTER OF THE DRIVEWAY, 6.5 FEET NORTH OF THE
 MJ1218'CORNER FENCE POST AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 MJ1218'
 MJ1218'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED,
 MJ1218'VOIDA 1947 NO 4 1975, AND SET FLUSH WITH THE GROUND SURFACE.
 MJ1218'IT IS 0.8 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST, 0.5
 MJ1218'FOOT EAST OF THE NORTH-SOUTH FENCE AND ON THE EAST SIDE OF A
 MJ1218'STORM CAVE.
 MJ1218'
 MJ1218'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VOIDA 1947 AZ 2
 MJ1218'1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MJ1218'MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 95
 MJ1218'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 25 FEET EAST OF
 MJ1218'THE CENTE OF HARLAN LEWIS ROAD, 1.5 FEET SOUTH OF A METAL
 MJ1218'WITNESS POST AND SIGN ATTACHED, 1.5 FEET NORTH OF A METAL
 MJ1218'WITNESS POST WITHOUT SIGN AND ABOUT 4 FEET LOWER THAN THE TOP
 MJ1218'OF HARLAN LEWIS ROAD AND AT WEST EDGE OF A FIELD UNDER
 MJ1218'CULTIVATION.
 MJ1218'
 MJ1218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MJ1218'SOUTHEAST OF BELLEVUE.
 MJ1218
 MJ1218                          STATION RECOVERY (1985)
 MJ1218
 MJ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MJ1218'THE RECESSED STATION MARK, REFERENCE MARKS 3,4 AND THE 1975 AZIMUTH
 MJ1218'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 MJ1218'SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 1 HAD BEEN REPORTED AS
 MJ1218'NOT FOUND PRIOR TO THIS DATE.  IN ALL PROBABILITY THESE MARKS ARE
 MJ1218'DESTROYED DUE TO SAND PIT OPERATIONS.  THE DISTANCES AND DIRECTIONS
 MJ1218'TO REFERENCE MARKS 3 AND 4 AGREED FAVORABLY WITH 1975 DATA, THERFORE
 MJ1218'THE UNDERGROUND STATION MARK WAS NOT INSPECTED.  THE LANDMARKS THAT
 MJ1218'HAVE BEEN PREVIOUSLY OBSERVED UPON ARE NO LONGER VISIBLE DUE TO THE
 MJ1218'GROWTH OF TREES AND BRUSH.  THE 1975 AZIMUTH MARK WAS OBSERVED
 MJ1218'THROUGH LEAVES AND WILL PROBABLY BECOME OBSTRUCTED IN THE NEAR
 MJ1218'FUTURE.  THERE IS NO SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK
 MJ1218'BECAUSE OF TREES, BUILDINGS AND THE STOCK PILING OF LARGE AMOUNTS OF
 MJ1218'SAND.  DUE TO CHANGES IN THE ROUTING TO THE STATION AND PROPERTY
 MJ1218'OWNERSHIP, NEW DESCRIPTIONS HAVE BEEN WRITTEN.
 MJ1218'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST FROM
 MJ1218'PLATTSMOUTH, 5.6 KM (3.5 MI) SOUTHEAST FROM BELLEVUE, AT THE
 MJ1218'SOUTHWEST CORNER OF A SAND PIT AND ON PROPERTY OWNED BY KEN AMICK,
 MJ1218'SR., OF THE AMICK FARM SUPPLY, 320 NORTH ADAMS STREET, PAPILLION,
 MJ1218'NEBRASKA, 68046.  TELEPHONE 402 339 3277.
 MJ1218'TO REACH THE STATION FROM THE BELLEVUE CITY HALL, IN BELLEVUE, GO EAST
 MJ1218'ON MISSION AVENUE AND NEBRASKA STATE HIGHWAY 370 FOR 0.32 KM
 MJ1218'(0.20 MI) TO HANCOCK STREET.  TURN RIGHT AND GO SOUTH ON HANCOCK
 MJ1218'STREET FOR 0.97 KM (0.60 MI) TO THE NORTH END OF AN-S-CURVE, WHERE
 MJ1218'HANCOCK STREET BECOMES HARLAN LEWIS ROAD.  CONTINUE SOUTH ON HARLAN
 MJ1218'LEWIS ROAD FOR 2.09 KM (1.30 MI) TO A RAILROAD CROSSING.  CONTINUE
 MJ1218'SOUTH ON HARLAN LEWIS ROAD FOR 1.13 KM (0.70 MI) TO MISSOURI RIVER
 MJ1218'ROAD 14300 S, AND THE AZIMUTH MARK ON THE LEFT. TURN LEFT AND GO EAST
 MJ1218'ON MISSOURI RIVER ROAD 14300 S, A GRAVELED ROAD, FOR 0.64 KM
 MJ1218'(0.40 MI) TO THE STATION ON THE LEFT, JUST EAST OF AN OLD HOUSE.
 MJ1218'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 MJ1218'RECESSED 0.46 M (1.51 FT) BELOW THE GROUND SURFACE.  IT IS 16.8 M
 MJ1218'(55.1 FT) NORTH FROM THE CENTERLINE OF THE MISSOURI RIVER ROAD 14300
 MJ1218'S, 10.67 M (35.01 FT) NORTH-NORTHEAST FROM THE SOUTH END-POST OF A
 MJ1218'NORTH/SOUTH FENCE AND 1.37 M (4.49 FT) EAST FROM THE FENCE.
 MJ1218
 MJ1218                          STATION RECOVERY (1997)
 MJ1218
 MJ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JO)
 MJ1218'FROM THE POST OFFICE IN BELLEVUE GO EAST FOR 0.1 MILE (0.2 KM) TO
 MJ1218'SECOND CROSS STREET, TURN RIGHT AND FOLLOW MAIN ROAD SOUTH AND EAST
 MJ1218'FOR 2.6 MILES (4.2 KM) TO A POINT WHERE MAIN ROAD BENDS TO THE LEFT
 MJ1218'AND A TRACK ROAD CONTINUES SOUTH.  TURN LEFT AND GO EAST FOR 0.35 MILE
 MJ1218'(0.56 KM) TO STATION ON LEFT OR NORTHEAST SIDE OF ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1221 ***********************************************************************
 MJ1221  DESIGNATION -  VOIDA AZ MK 2
 MJ1221  PID         -  MJ1221
 MJ1221  STATE/COUNTY-  NE/SARPY
 MJ1221  COUNTRY     -  US
 MJ1221  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1221
 MJ1221                         *CURRENT SURVEY CONTROL
 MJ1221  ______________________________________________________________________
 MJ1221* NAD 83(1995) POSITION- 41 06 02.43799(N) 095 53 23.14651(W)   NO CHECK
 MJ1221* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 MJ1221  ______________________________________________________________________
 MJ1221  GEOID HEIGHT    -        -27.255 (meters)                     GEOID18
 MJ1221  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 MJ1221  HORZ ORDER      -  THIRD
 MJ1221
 MJ1221.The horizontal coordinates were established by classical geodetic methods
 MJ1221.and adjusted by the National Geodetic Survey in August 1997.
 MJ1221
 MJ1221.No horizontal observational check was made to the station.
 MJ1221
 MJ1221.The orthometric height was scaled from a topographic map.
 MJ1221
 MJ1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1221.GEOID18 height accuracy estimate available here.
 MJ1221
 MJ1221.Click photographs - Photos may exist for this station.
 MJ1221
 MJ1221.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ1221
 MJ1221. The following values were computed from the NAD 83(1995) position.
 MJ1221
 MJ1221;                    North         East     Units Scale Factor Converg.
 MJ1221;SPC NE       -   148,911.520   845,049.512   MT  0.99968345   +2 43 25.8
 MJ1221;SPC NE       -   488,553.88  2,772,466.61   sFT  0.99968345   +2 43 25.8
 MJ1221;UTM  15      - 4,553,958.197   257,322.548   MT  1.00032488   -1 54 02.2
 MJ1221
 MJ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1221!SPC NE       -   0.99995783  x   0.99968345  =   0.99964130
 MJ1221!UTM  15      -   0.99995783  x   1.00032488  =   1.00028270
 MJ1221
 MJ1221:                Primary Azimuth Mark                     Grid Az
 MJ1221:SPC NE       -  VOIDA                                    088 46 19.5
 MJ1221:UTM  15      -  VOIDA                                    093 23 47.5
 MJ1221
 MJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5732253958(NAD 83)
 MJ1221
 MJ1221|---------------------------------------------------------------------|
 MJ1221| PID    Reference Object                     Distance      Geod. Az  |
 MJ1221|                                                           dddmmss.s |
 MJ1221| MJ1218 VOIDA                               APPROX. 0.6 KM 0912945.3 |
 MJ1221| MJ1227 OFFUTT FIELD AIRWAY BCN 332         APPROX. 4.2 KM 3284448.7 |
 MJ1221|---------------------------------------------------------------------|
 MJ1221
 MJ1221                          SUPERSEDED SURVEY CONTROL
 MJ1221
 MJ1221  NAD 83(1986)-  41 06 02.44660(N)    095 53 23.14524(W) AD(       ) 3
 MJ1221  NAD 27      -  41 06 02.44890(N)    095 53 22.10148(W) AD(       ) 3
 MJ1221
 MJ1221.Superseded values are not recommended for survey control.
 MJ1221
 MJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1221.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1221
 MJ1221_MARKER: DZ = AZIMUTH MARK DISK
 MJ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1221_STAMPING: VOIDA 1947 AZ 2 1975
 MJ1221_MARK LOGO: NGS
 MJ1221_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MJ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1221+STABILITY: SURFACE MOTION
 MJ1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1221+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1985
 MJ1221
 MJ1221  HISTORY     - Date     Condition        Report By
 MJ1221  HISTORY     - 1975     MONUMENTED       NGS
 MJ1221  HISTORY     - 1975     GOOD             NGS
 MJ1221  HISTORY     - 1984     GOOD             LOCENG
 MJ1221  HISTORY     - 19850424 GOOD             NGS
 MJ1221
 MJ1221                          STATION DESCRIPTION
 MJ1221
 MJ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1221'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 MJ1221'SOUTH ONE BLOCK TO MADISON AVE, THEN EAST ON MADISON AVE ONE
 MJ1221'BLOCK TO HANCOCK STREET, TURN RIGHT AND GO SOUTHERLY ON HANCOCK
 MJ1221'STREET WHICH CONTINUES INTO HARLAN LEWIS ROAD AT THE CITY
 MJ1221'LIMITS FOR 1.8 MILES TO RAILROAD CROSSING, CONTINUE SOUTH ON
 MJ1221'HARLAN LEWIS ROAD FOR 0.7 MILE TO A SIDE ROAD AND THE AZIMUTH
 MJ1221'MARK ON THE LEFT AND A SIGN MISSOURI RIVER ROAD HOLUB PLACE
 MJ1221'ON THE RIGHT.
 MJ1221'
 MJ1221'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VOIDA 1947 AZ 2
 MJ1221'1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MJ1221'MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 95
 MJ1221'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 25 FEET EAST OF
 MJ1221'THE CENTE OF HARLAN LEWIS ROAD, 1.5 FEET SOUTH OF A METAL
 MJ1221'WITNESS POST AND SIGN ATTACHED, 1.5 FEET NORTH OF A METAL
 MJ1221'WITNESS POST WITHOUT SIGN AND ABOUT 4 FEET LOWER THAN THE TOP
 MJ1221'OF HARLAN LEWIS ROAD AND AT WEST EDGE OF A FIELD UNDER
 MJ1221'CULTIVATION.
 MJ1221
 MJ1221                          STATION RECOVERY (1975)
 MJ1221
 MJ1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MJ1221'RECOVERED IN GOOD CONDITION.
 MJ1221
 MJ1221                          STATION RECOVERY (1984)
 MJ1221
 MJ1221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WW)
 MJ1221'VOIDA 1947 AZ MK 2 RECOVERED GOOD.
 MJ1221'
 MJ1221'APPARENT ERROR IN NORTH COORDINATES OF 1000 FEET BETWEEN VOIDA 1947
 MJ1221'AZ MK 2, AND CROOK 2 (ERROR IS AT VOIDA AZ MK).
 MJ1221
 MJ1221                          STATION RECOVERY (1985)
 MJ1221
 MJ1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MJ1221'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 9.7 KM (6.0 MI)
 MJ1221'NORTHEAST FROM PLATTSMOUTH, 5.6 KM (3.5 MI) SOUTHEAST FROM BELLEVUE
 MJ1221'AND IN THE NORTHEAST ANGLE OF HARLAN LEWIS ROAD AND MISSOURI RIVER
 MJ1221'ROAD 14300 S, ON RIGHT-OF-WAY.
 MJ1221'TO REACH THE STATION FROM THE BELLEVUE CITY HALL, GO EAST ON MISSION
 MJ1221'AVENUE FOR 0.32 KM (0.20 MI) TO HANCOCK STREET.  TURN RIGHT AND GO
 MJ1221'SOUTH ON HANCOCK STREET FOR 0.97 KM (0.60 MI) TO WHERE HANCOCK STREET
 MJ1221'BECOMES HARLAN LEWIS ROAD, AT THE NORTH END OF AN S-CURVE.  CONTINUE
 MJ1221'SOUTH ON HARLAN LEWIS ROAD FOR 3.22 KM (2.00 MI) TO MISSOURI RIVER
 MJ1221'ROAD 14300 S AND THE MARK ON THE LEFT.
 MJ1221'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 MJ1221'0.30 M (0.98 FT) BELOW THE GROUND SURFACE.  IT IS 29.0 M (95.1 FT)
 MJ1221'NORTH FROM THE CENTERLINE OF MISSOURI RIVER ROAD S, 7.6 M (24.9 FT)
 MJ1221'EAST FROM THE CENTERLINE OF HARLAN LEWIS ROAD, 0.30 M (0.98 FT) SOUTH
 MJ1221'FROM A WITNESS POST AND IS ABOUT 1.2 M (3.9 FT) LOWER THAN HARLAN
 MJ1221'LEWIS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0520 ***********************************************************************
 MK0520  DESIGNATION -  VOSS
 MK0520  PID         -  MK0520
 MK0520  STATE/COUNTY-  NE/WASHINGTON
 MK0520  COUNTRY     -  US
 MK0520  USGS QUAD   -  KENNARD (2017)
 MK0520
 MK0520                         *CURRENT SURVEY CONTROL
 MK0520  ______________________________________________________________________
 MK0520* NAD 83(1995) POSITION- 41 26 19.85223(N) 096 07 32.83605(W)   ADJUSTED
 MK0520* NAVD 88 ORTHO HEIGHT -   408.604 (meters)     1340.56  (feet) ADJUSTED
 MK0520  ______________________________________________________________________
 MK0520  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 MK0520  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 MK0520  DYNAMIC HEIGHT  -        408.406 (meters)     1339.91  (feet) COMP
 MK0520  MODELED GRAVITY -    980,125.6   (mgal)                       NAVD 88
 MK0520
 MK0520  HORZ ORDER      -  FIRST
 MK0520  VERT ORDER      -  SECOND    CLASS 0
 MK0520
 MK0520.The horizontal coordinates were established by classical geodetic methods
 MK0520.and adjusted by the National Geodetic Survey in August 1997.
 MK0520
 MK0520.The orthometric height was determined by differential leveling and
 MK0520.adjusted by the NATIONAL GEODETIC SURVEY
 MK0520.in June 1991.
 MK0520
 MK0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0520.GEOID18 height accuracy estimate available here.
 MK0520
 MK0520.Click photographs - Photos may exist for this station.
 MK0520
 MK0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0520
 MK0520.The dynamic height is computed by dividing the NAVD 88
 MK0520.geopotential number by the normal gravity value computed on the
 MK0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0520.degrees latitude (g = 980.6199 gals.).
 MK0520
 MK0520.The modeled gravity was interpolated from observed gravity values.
 MK0520
 MK0520. The following values were computed from the NAD 83(1995) position.
 MK0520
 MK0520;                    North         East     Units Scale Factor Converg.
 MK0520;SPC NE       -   185,503.384   823,567.365   MT  0.99965928   +2 34 02.7
 MK0520;SPC NE       -   608,605.69  2,701,987.26   sFT  0.99965928   +2 34 02.7
 MK0520;UTM  14      - 4,591,463.093   740,127.911   MT  1.00030967   +1 54 11.2
 MK0520
 MK0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0520!SPC NE       -   0.99994033  x   0.99965928  =   0.99959963
 MK0520!UTM  14      -   0.99994033  x   1.00030967  =   1.00024998
 MK0520
 MK0520:                Primary Azimuth Mark                     Grid Az
 MK0520:SPC NE       -  ELKHORN N BASE                           203 37 44.3
 MK0520:UTM  14      -  ELKHORN N BASE                           204 17 35.8
 MK0520
 MK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4012791463(NAD 83)
 MK0520
 MK0520|---------------------------------------------------------------------|
 MK0520| PID    Reference Object                     Distance      Geod. Az  |
 MK0520|                                                           dddmmss.s |
 MK0520| MK0521 VOSS RM 1                           167.000 METERS 00451     |
 MK0520| CL7799 VOSS RM 3                            28.456 METERS 01006     |
 MK0520| MK0519 VOSS RM 2                            21.026 METERS 14258     |
 MK0520| MK0563 ELKHORN N BASE                      APPROX.20.7 KM 2061147.0 |
 MK0520| CL7800 VOSS RM 4                            21.417 METERS 21951     |
 MK0520| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.15.5 KM 2643434.8 |
 MK0520| CL7798 VOSS AZ MK 2                                       3261954.0 |
 MK0520| CL7797 VOSS AZ MK                                         3302720.9 |
 MK0520|---------------------------------------------------------------------|
 MK0520
 MK0520                          SUPERSEDED SURVEY CONTROL
 MK0520
 MK0520  NAD 83(1986)-  41 26 19.85899(N)    096 07 32.83798(W) AD(       ) 1
 MK0520  NAD 27      -  41 26 19.87117(N)    096 07 31.77713(W) AD(       ) 1
 MK0520  NGVD 29 (??/??/92)  408.456  (m)         1340.08   (f) ADJ UNCH    2 0
 MK0520  NGVD 29             408.46   (m)         1340.1    (f) LEVELING    3  
 MK0520
 MK0520.Superseded values are not recommended for survey control.
 MK0520
 MK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0520.See file dsdata.pdf to determine how the superseded data were derived.
 MK0520
 MK0520_MARKER: DS = TRIANGULATION STATION DISK
 MK0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0520_STAMPING: VOSS 1930
 MK0520_MARK LOGO: CGS
 MK0520_PROJECTION: RECESSED 30 CENTIMETERS
 MK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0520+STABILITY: SURFACE MOTION
 MK0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0520+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 MK0520
 MK0520  HISTORY     - Date     Condition        Report By
 MK0520  HISTORY     - 1930     MONUMENTED       CGS
 MK0520  HISTORY     - 1934     GOOD             CGS
 MK0520  HISTORY     - 1935     GOOD             CGS
 MK0520  HISTORY     - 1946     SEE DESCRIPTION  LOCENG
 MK0520  HISTORY     - 1947     GOOD             CGS
 MK0520  HISTORY     - 1953     GOOD             CGS
 MK0520  HISTORY     - 1959     GOOD             CGS
 MK0520  HISTORY     - 1965     GOOD             CGS
 MK0520  HISTORY     - 1975     GOOD             NEDR
 MK0520  HISTORY     - 20040301 GOOD             NEDR
 MK0520
 MK0520                          STATION DESCRIPTION
 MK0520
 MK0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK0520'ABOUT 7 MILES SOUTH OF BLAIR, 5-1/2 MILES WEST OF FORT CALHOUN,
 MK0520'1 MILE SOUTHEAST OF THE MANEY SCHOOL, IN THE SOUTHEAST QUARTER
 MK0520'OF SECTION 13, RICHLAND TOWNSHIP, ON LAND OWNED AND OCCUPIED
 MK0520'BY LOUIE VOSS.  THE STATION IS IN THE VOSS BARNYARD, ABOUT 75
 MK0520'METERS NORTHEAST OF THE HOUSE, 16.7 METERS NORTH OF THE NORTHEAST
 MK0520'CORNER OF THE BARN, 6 METERS EAST OF THE BLACKSMITH SHOP, AND
 MK0520'IN THE SPACE BETWEEN THE SHOP AND IMPLEMENT SHED, 28.6 METERS
 MK0520'SOUTH OF FENCE.  THE MARK IS 12 INCHES BELOW THE SURFACE.
 MK0520'
 MK0520'TO REACH THE STATION GO SOUTHWEST FROM BLAIR ON U.S. HIGHWAY 30,
 MK0520'2 MILES TO A FORK WHERE A SECTION-LINE ROAD LEADS SOUTH FROM A
 MK0520'CURVE IN THE MAIN ROAD, TAKE ROAD LEADING SOUTH 1.2 MILES TO
 MK0520'THE MC CARTY SCHOOL, JOG WEST 200 YARDS AND TAKE ROAD LEADING
 MK0520'SOUTH IN AN IRREGULAR COURSE 2 MILES TO A T-CORNER, TURN EAST
 MK0520'0.25 MILE, THENCE SOUTH 0.5 MILE, JOG EAST 100 YARDS AND TAKE
 MK0520'MAIN ROAD TO RIGHT (SOUTHEAST) PAST THE MANEY SCHOOL, 2.1 MILES
 MK0520'TO THE VOSS FARM ON THE EAST SIDE OF ROAD.  STATION IS IN THE
 MK0520'FARMLOT AS DESCRIBED ABOVE.
 MK0520'
 MK0520'REFERENCE MARK NO. 1 IS IN A CORNER OF A FENCE IN PASTURE LAND,
 MK0520'ABOUT 240 METERS NORTHEAST OF THE HOUSE.  THE MARK IS FLUSH
 MK0520'WITH THE SURFACE AT A POINT 1.65 METERS SOUTHEAST OF THE FENCE
 MK0520'CORNER.  THE DISTANCE TO THE STATION IS 167 METERS.
 MK0520'
 MK0520'REFERENCE MARK NO. 2 IS IN THE BARNLOT IN A FENCE CORNER 12.98
 MK0520'METERS EAST OF THE NORTHEAST CORNER OF THE BARN WHICH IS ABOUT
 MK0520'60 METERS EAST OF THE HOUSE AND TO WHICH THE STATION IS REFERRED.
 MK0520'THE MARK IS FLUSH AND 21.02 METERS FROM THE STATION.
 MK0520'
 MK0520'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MK0520'DISKS SET IN CONCRETE.
 MK0520'
 MK0520'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 MK0520
 MK0520                          STATION RECOVERY (1934)
 MK0520
 MK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK0520'ORIGINAL DESCRIPTION BY H.W.H. WAS FOUND TO BE GOOD.  ALL
 MK0520'MEASUREMENTS EXCEPT THAT TO REFERENCE MARK NO. 1 WERE CHECKED
 MK0520'AND FOUND CORRECT.  IT WAS IMPOSSIBLE TO MEASURE THIS MARK AS
 MK0520'THERE WAS AN OAT FIELD ON LINE.
 MK0520'
 MK0520'AN ADDITIONAL MARK WAS ESTABLISHED 0.6 MILE NORTHWEST OF STATION,
 MK0520'REACHED BY GOING NORTHWEST ON HIGHWAY IN FRONT OF THE VOSS
 MK0520'HOUSE 0.75 MILE TO MARK IN WEST RIGHT-OF-WAY FENCE LINE, 34 FEET
 MK0520'WEST OF CENTERLINE OF HIGHWAY.
 MK0520
 MK0520                          STATION RECOVERY (1935)
 MK0520
 MK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 MK0520'STATION RECOVERED APRIL 20, 1935.  FOUND TO BE IN GOOD CONDITION.
 MK0520'UPPER MARK BURIED 12 INCHES BELOW SURFACE OF GROUND.
 MK0520'
 MK0520'THE PUBLISHED DESCRIPTION OF STATION AND REFERENCE MARKS IS
 MK0520'CORRECT.
 MK0520'
 MK0520'IN THE DESCRIPTION OF ROUTE TO STATION FROM BLAIR, SUBSTITUTE
 MK0520'U.S. HIGHWAY 30 FOR ROUTE 18.
 MK0520'
 MK0520'THE AZIMUTH MARK IS ON WEST SIDE OF MAIN ROAD ABOUT HALF WAY
 MK0520'BETWEEN STATION VOSS AND THE MANEY SCHOOL.
 MK0520
 MK0520                          STATION RECOVERY (1946)
 MK0520
 MK0520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (JWS)
 MK0520'STATION RECOVERED BY PROJECT ENG
 MK0520'
 MK0520'MARK, STAMPED VOSS AZI 1934, LOCATED SW 1/4 OF NW 1/4 OF SECTION
 MK0520'13, T 17 N, R 11 E, 6 P.M.  1500 FT SOUTH OF NORTH SECTION LINE.
 MK0520'SET OFF 30 FEET FROM CENTER LINE OF COUNTY ROAD, IN FIELD
 MK0520'COMPLETELY COVERED.  HIT BY 14 YARD SCOOP AND PULLED OUT.
 MK0520
 MK0520                          STATION RECOVERY (1947)
 MK0520
 MK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MK0520'5.8 MI SE FROM KENNARD.
 MK0520'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0520'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0520'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0520'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ALONG A GRAVELED
 MK0520'ROAD, THENCE 0.1 MILE NORTHEAST ALONG A FARMERS DRIVEWAY, 246
 MK0520'FEET NORTHEAST OF A FARMHOUSE OWNED BY LOUIE VOSS, 93.8 FEET
 MK0520'SOUTH OF A FENCE, 54.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 MK0520'BARN THAT IS ABOUT 197 FEET EAST OF THE FARMHOUSE, 19.7 FEET
 MK0520'EAST OF A BLACKSMITH SHOP, IN THE AREA BETWEEN THE BLACKSMITH
 MK0520'SHOP AND AN IMPLEMENT SHED, SET IN THE TOP OF A CONCRETE POST
 MK0520'12 INCHES BELOW THE SURFACE OF THE GROUND.
 MK0520
 MK0520                          STATION RECOVERY (1953)
 MK0520
 MK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 MK0520'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MK0520'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS FOUND IN A
 MK0520'HORIZONTAL POSITION IN THE DITCH AND R.M. NO. 1 WHICH MR. LOUIE
 MK0520'VOSS, THE LANDOWNER, REQUESTED TO BE MOVED.  THE AZIMUTH MARK
 MK0520'DISK WAS DEFACED.  R.M. NO. 3 WAS ESTABLISHED.  A COMPLETE
 MK0520'NEW DESCRIPTION FOLLOWS.
 MK0520'
 MK0520'STATION IS LOCATED ABOUT 7 MILES SOUTH OF BLAIR, 5 AND 1/2 MILES
 MK0520'WEST OF FORT CALHOUN, 1 MILE SOUTHEAST OF THE MANEY SCHOOL, IN
 MK0520'THE SOUTHEAST QUARTER OF SECTION 13, RICHLAND TOWNSHIP, ON LAND
 MK0520'OWNED AND OCCUPIED BY MR. LOUIE VOSS.  IT IS IN THE VOSS
 MK0520'FARMYARD, ABOUT 75 YARDS NORTHEAST OF THE HOUSE, 55 FEET NORTH
 MK0520'OF THE NORTHEAST CORNER OF BARN AND IN LINE WITH THE EAST SIDE
 MK0520'OF BARN, 20 FEET EAST OF THE SOUTHEAST CORNER OF TOOL SHED, AND
 MK0520'16 FEET WEST OF THE WEST SIDE OF MACHINE SHED.  THE MARK IS 10
 MK0520'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK0520'VOSS 1930.
 MK0520'
 MK0520'REFERENCE MARK NO. 2 IS AT THE NORTHEAST CORNER OF A CATTLE SHED
 MK0520'AND 42 FEET EAST OF THE NORTHEAST CORNER OF BARN.  THE MARK
 MK0520'PROJECTS 8 INCHES AND THE DISK IS STAMPED VOSS NO 2 1930.
 MK0520'
 MK0520'REFERENCE MARK NO. 3 IS NEAR THE NORTHEAST CORNER OF THE FARMYARD,
 MK0520'6 FEET EAST OF A 10-INCH OAK TREE, 3 FEET WEST OF THE WEST GATE
 MK0520'POST FOR IRON GATE, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 MK0520'4 INCHES AND THE DISK IS STAMPED VOSS NO 3 1930.
 MK0520'
 MK0520'TO REACH THE STATION FROM THE POST OFFICE IN BLAIR, GO SOUTHWEST
 MK0520'ON U.S. HIGHWAY 30 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY
 MK0520'133.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 133 FOR 6.0 MILES
 MK0520'TO THE LOUIE VOSS FARM ON THE LEFT AND THE STATION AS DESCRIBED.
 MK0520'
 MK0520'NOTE--WHEN THE REMOVAL OF R.M. NO. 1 WAS ATTEMPTED, IT WAS
 MK0520'FOUND TO HAVE BEEN BROKEN, SO USE ONLY THE ANGLE BETWEEN R.M.S
 MK0520'2 AND 3.
 MK0520
 MK0520                          STATION RECOVERY (1959)
 MK0520
 MK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK0520'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK0520'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS SEARCHED FOR
 MK0520'BUT WAS NOT RECOVERED.  BM E248 WAS USED AS THE AZIMUTH MARK.
 MK0520'
 MK0520'THE STATION IS LOCATED, AIRLINE, ABOUT 7 MILES SOUTH OF BLAIR,
 MK0520'5-1/2 MILES WEST OF FORT CALHOUN AND 1 MILE SOUTHEAST OF MANEY
 MK0520'SCHOOL, IN THE SOUTHEAST QUARTER OF SECTION 13.
 MK0520'
 MK0520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 WITH
 MK0520'U.S. HIGHWAY 30 IN THE WEST EDGE OF BLAIR, GO SOUTH AND WEST ON
 MK0520'U.S. HIGHWAY 30 FOR 1.7 MILES, TURN LEFT AND GO SOUTH ON STATE
 MK0520'HIGHWAY 133 FOR 5.0 MILES TO BM E248 (AZIMUTH MARK) ON THE LEFT,
 MK0520'EAST SIDE, BY A WHITE WITNESS POST.  CONTINUE SOUTH ON THE
 MK0520'HIGHWAY FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT WHICH PASSES
 MK0520'BETWEEN TWO FARM HOMES TO A FARM YARD AND THE STATION.
 MK0520'
 MK0520'THE STATION IS A STANDARD DISK STAMPED VOSS 1930 SET IN TOP OF
 MK0520'A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS SET ABOUT 10 INCHES
 MK0520'BELOW THE SURFACE OF THE GROUND.  IT IS 20 FEET
 MK0520'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE AND 19 FEET
 MK0520'NORTHWEST OF THE SOUTHWEST CORNER OF A SHED.
 MK0520'
 MK0520'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED VOSS NO 2
 MK0520'1930 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MK0520'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 MK0520'HIGHER THAN THE STATION.
 MK0520'
 MK0520'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED VOSS NO 3
 MK0520'1930 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MK0520'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MK0520'ELEVATION AS THE STATION.  IT IS 5 FEET EAST OF THE EAST END
 MK0520'OF A GROVE OF TREES AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MK0520'
 MK0520'BM E248 (AZIMUTH MARK) IS A STANDARD U.S. COAST AND GEODETIC
 MK0520'SURVEY BENCH MARK DISK STAMPED E248 1947 SET IN TOP OF A 6-INCH
 MK0520'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 40 FEET
 MK0520'EAST OF THE CENTER OF STATE HIGHWAY 133 AND 6 INCHES WEST OF A
 MK0520'WHITE WITNESS POST.
 MK0520
 MK0520                          STATION RECOVERY (1965)
 MK0520
 MK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MK0520'THE STATION RECOVERED AS DESCRIBED IN 1959 AND THE STATION AND
 MK0520'REFERENCE MARKS FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS
 MK0520'RECOVERED IN THE CENTER OF A BARNLOT AND A BUILDING HAD BEEN
 MK0520'BUILT ON LINE BETWEEN THE MARK AND THE STATION.  THE LAND
 MK0520'OWNER REQUESTED THAT THIS MARK BE MOVED SO IT WAS MOVED AND THE
 MK0520'DISK RESTAMPED NO. 4.
 MK0520'
 MK0520'B.M. E 248 HAD BEEN USED FOR THE AZIMUTH MARK BUT THIS MARK WAS
 MK0520'NOT RECOVERED.  INDICATIONS WERE THAT THE BENCH MARK HAD BEEN
 MK0520'DESTROYED BY HIGHWAY CONSTRUCTION.  A NEW AZIMUTH MARK COULD
 MK0520'NOT BE ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE
 MK0520'FROM THE GROUND.
 MK0520'
 MK0520'THE 1959 DESCRIPTION TO REACH THE STATION FROM BLAIR WAS NOT
 MK0520'CHECKED AT TIME OF RECOVERY.
 MK0520'
 MK0520'THE STATION MARK IS 16 FEET NORTH OF A METAL WITNESS POST THAT
 MK0520'WAS NAILED TO THE NORTH SIDE OF A METAL-COVERED BUILDING AND
 MK0520'IS 0.9 FOOT BELOW THE SURFACE OF THE GROUND.
 MK0520'
 MK0520'R.M. NO. 3 IS 5 FEET EAST OF THE EAST END OF A GROVE OF TREES AND
 MK0520'IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MK0520'
 MK0520'R.M. NO. 4 IS 70.27 FEET SOUTHWEST OF THE STATION AND IS 2 FEET
 MK0520'WEST OF THE NORTHWEST CORNER OF THE WEST PART OF A METAL-COVERED
 MK0520'BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MK0520'STAMPED VOSS NO 4 1930.
 MK0520
 MK0520                          STATION RECOVERY (1975)
 MK0520
 MK0520'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MK0520'VOSS 1930 STATION, REF. NO 3, REF. NO 4 FOUND AS DESCRIBED IN GOOD
 MK0520'CONDITION.
 MK0520
 MK0520                          STATION RECOVERY (2004)
 MK0520
 MK0520'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (GAT)
 MK0520'FOUND MARK BY HELP OF LANDOWNER DAVID M. MELOTZ 4122 STATE HWY 133
 MK0520'BLAIR NE. MARK IS UNDER 12X16 INCH SPRINLKER COVER THAT WAS SET BY MR.
 MK0520'MELOTZ FOR EASY ACCESS. MARK SETS 16 FEET NORTH OF NORTH SIDE OF TIN
 MK0520'SHED THAT IS 24' LONG. NORTHWEST CORNER OF SHED BEARS SOUTHWEST 19.1
 MK0520'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0521 ***********************************************************************
 MK0521  DESIGNATION -  VOSS RM 1
 MK0521  PID         -  MK0521
 MK0521  STATE/COUNTY-  NE/WASHINGTON
 MK0521  COUNTRY     -  US
 MK0521  USGS QUAD   -  KENNARD (2017)
 MK0521
 MK0521                         *CURRENT SURVEY CONTROL
 MK0521  ______________________________________________________________________
 MK0521* NAD 83(1986) POSITION- 41 26 25.25   (N) 096 07 32.23   (W)   HD_HELD1
 MK0521* NAVD 88 ORTHO HEIGHT -   407.910 (meters)     1338.28  (feet) ADJUSTED
 MK0521  ______________________________________________________________________
 MK0521  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 MK0521  DYNAMIC HEIGHT  -        407.711 (meters)     1337.63  (feet) COMP
 MK0521  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 MK0521
 MK0521  VERT ORDER      -  SECOND    CLASS 0
 MK0521
 MK0521.The horizontal coordinates were determined by differentially corrected
 MK0521.hand held GPS observations or other comparable positioning techniques
 MK0521.and have an estimated accuracy of +/- 3 meters.
 MK0521
 MK0521.The orthometric height was determined by differential leveling and
 MK0521.adjusted by the NATIONAL GEODETIC SURVEY
 MK0521.in June 1991.
 MK0521
 MK0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0521.GEOID18 height accuracy estimate available here.
 MK0521
 MK0521.Click photographs - Photos may exist for this station.
 MK0521
 MK0521.The dynamic height is computed by dividing the NAVD 88
 MK0521.geopotential number by the normal gravity value computed on the
 MK0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0521.degrees latitude (g = 980.6199 gals.).
 MK0521
 MK0521.The modeled gravity was interpolated from observed gravity values.
 MK0521
 MK0521;                    North         East    Units  Estimated Accuracy
 MK0521;SPC NE       -   185,670.3     823,574.0     MT  (+/- 3 meters HH1 GPS) 
 MK0521
 MK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4013691630(NAD 83)
 MK0521
 MK0521                          SUPERSEDED SURVEY CONTROL
 MK0521
 MK0521  NGVD 29 (??/??/92)  407.761  (m)         1337.80   (f) ADJ UNCH    2 0
 MK0521
 MK0521.Superseded values are not recommended for survey control.
 MK0521
 MK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0521.See file dsdata.pdf to determine how the superseded data were derived.
 MK0521
 MK0521_MARKER: DR = REFERENCE MARK DISK
 MK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0521_STAMPING: VOSS NO 1 1930
 MK0521_MARK LOGO: CGS
 MK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0521+STABILITY: SURFACE MOTION
 MK0521
 MK0521  HISTORY     - Date     Condition        Report By
 MK0521  HISTORY     - 1930     MONUMENTED       CGS
 MK0521  HISTORY     - 1947     GOOD             CGS
 MK0521
 MK0521                          STATION DESCRIPTION
 MK0521
 MK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0521'5.8 MI SE FROM KENNARD.
 MK0521'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0521'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0521'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0521'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ALONG A GRAVELED
 MK0521'ROAD, THENCE 0.1 MILE NORTHEAST ALONG A FARMERS DRIVEWAY, ABOUT
 MK0521'788 FEET NORTHEAST OF A FARMHOUSE OWNED BY LOUIE VOSS, 521 FEET
 MK0521'NORTH OF THE TRIANGULATION STATION, 4 FEET SOUTH OF A FENCE
 MK0521'CORNER, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0521'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0519 ***********************************************************************
 MK0519  DESIGNATION -  VOSS RM 2
 MK0519  PID         -  MK0519
 MK0519  STATE/COUNTY-  NE/WASHINGTON
 MK0519  COUNTRY     -  US
 MK0519  USGS QUAD   -  KENNARD (2017)
 MK0519
 MK0519                         *CURRENT SURVEY CONTROL
 MK0519  ______________________________________________________________________
 MK0519* NAD 83(1986) POSITION- 41 26 19.31   (N) 096 07 32.29   (W)   HD_HELD1
 MK0519* NAVD 88 ORTHO HEIGHT -   408.927 (meters)     1341.62  (feet) ADJUSTED
 MK0519  ______________________________________________________________________
 MK0519  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 MK0519  DYNAMIC HEIGHT  -        408.728 (meters)     1340.97  (feet) COMP
 MK0519  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 MK0519
 MK0519  VERT ORDER      -  SECOND    CLASS 0
 MK0519
 MK0519.The horizontal coordinates were determined by differentially corrected
 MK0519.hand held GPS observations or other comparable positioning techniques
 MK0519.and have an estimated accuracy of +/- 3 meters.
 MK0519
 MK0519.The orthometric height was determined by differential leveling and
 MK0519.adjusted by the NATIONAL GEODETIC SURVEY
 MK0519.in June 1991.
 MK0519
 MK0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0519.GEOID18 height accuracy estimate available here.
 MK0519
 MK0519.Click photographs - Photos may exist for this station.
 MK0519
 MK0519.The dynamic height is computed by dividing the NAVD 88
 MK0519.geopotential number by the normal gravity value computed on the
 MK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0519.degrees latitude (g = 980.6199 gals.).
 MK0519
 MK0519.The modeled gravity was interpolated from observed gravity values.
 MK0519
 MK0519;                    North         East    Units  Estimated Accuracy
 MK0519;SPC NE       -   185,487.2     823,580.8     MT  (+/- 3 meters HH1 GPS) 
 MK0519
 MK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4014191446(NAD 83)
 MK0519
 MK0519                          SUPERSEDED SURVEY CONTROL
 MK0519
 MK0519  NGVD 29 (??/??/92)  408.778  (m)         1341.13   (f) ADJ UNCH    2 0
 MK0519
 MK0519.Superseded values are not recommended for survey control.
 MK0519
 MK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0519.See file dsdata.pdf to determine how the superseded data were derived.
 MK0519
 MK0519_MARKER: DR = REFERENCE MARK DISK
 MK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0519_STAMPING: VOSS NO 2 1930
 MK0519_MARK LOGO: CGS
 MK0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0519+STABILITY: SURFACE MOTION
 MK0519
 MK0519  HISTORY     - Date     Condition        Report By
 MK0519  HISTORY     - 1930     MONUMENTED       CGS
 MK0519  HISTORY     - 1947     GOOD             CGS
 MK0519
 MK0519                          STATION DESCRIPTION
 MK0519
 MK0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0519'5.8 MI SE FROM KENNARD.
 MK0519'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE
 MK0519'CHICAGO AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1
 MK0519'MILE NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST
 MK0519'ALONG A GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ALONG A
 MK0519'GRAVELED ROAD, THENCE 0.1 MILE NORTHEAST ALONG A FARMERS
 MK0519'DRIVEWAY, 68.9 FEET SOUTHEAST OF THE TRIANGULATION STATION,
 MK0519'42.6 FEET EAST OF THE NORTHEAST CORNER OF A BARN THAT IS ABOUT
 MK0519'197 FEET EAST OF A FARMHOUSE OWNED BY LOUIE VOSS, 27.6 FEET
 MK0519'SOUTH OF A FENCE CORNER, IN A BARNLOT FENCE CORNER, SET IN THE
 MK0519'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1840 ***********************************************************************
 MK1840  DESIGNATION -  VRBA
 MK1840  PID         -  MK1840
 MK1840  STATE/COUNTY-  NE/COLFAX
 MK1840  COUNTRY     -  US
 MK1840  USGS QUAD   -  CLARKSON SE (2017)
 MK1840
 MK1840                         *CURRENT SURVEY CONTROL
 MK1840  ______________________________________________________________________
 MK1840* NAD 83(1995) POSITION- 41 34 35.35315(N) 097 02 23.94130(W)   ADJUSTED
 MK1840* NAVD 88 ORTHO HEIGHT -   464.8   (meters)     1525.    (feet) VERTCON
 MK1840  ______________________________________________________________________
 MK1840  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 MK1840  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 MK1840  HORZ ORDER      -  FIRST
 MK1840
 MK1840.The horizontal coordinates were established by classical geodetic methods
 MK1840.and adjusted by the National Geodetic Survey in August 1997.
 MK1840
 MK1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1840
 MK1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1840.GEOID18 height accuracy estimate available here.
 MK1840
 MK1840.Click photographs - Photos may exist for this station.
 MK1840
 MK1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1840
 MK1840. The following values were computed from the NAD 83(1995) position.
 MK1840
 MK1840;                    North         East     Units Scale Factor Converg.
 MK1840;SPC NE       -   197,758.046   746,726.701   MT  0.99965935   +1 57 41.7
 MK1840;SPC NE       -   648,811.19  2,449,885.85   sFT  0.99965935   +1 57 41.7
 MK1840;UTM  14      - 4,604,610.900   663,399.625   MT  0.99992857   +1 18 03.6
 MK1840
 MK1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1840!SPC NE       -   0.99993111  x   0.99965935  =   0.99959049
 MK1840!UTM  14      -   0.99993111  x   0.99992857  =   0.99985969
 MK1840
 MK1840:                Primary Azimuth Mark                     Grid Az
 MK1840:SPC NE       -  VRBA AZ MK                               177 46 43.0
 MK1840:UTM  14      -  VRBA AZ MK                               178 26 21.1
 MK1840
 MK1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6339904610(NAD 83)
 MK1840
 MK1840|---------------------------------------------------------------------|
 MK1840| PID    Reference Object                     Distance      Geod. Az  |
 MK1840|                                                           dddmmss.s |
 MK1840| CO2674 VRBA RM 1                            22.635 METERS 00352     |
 MK1840| CO2673 VRBA AZ MK                                         1794424.7 |
 MK1840| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX. 7.6 KM 1912458.9 |
 MK1840| CO2675 VRBA RM 2                            25.146 METERS 27538     |
 MK1840|---------------------------------------------------------------------|
 MK1840
 MK1840                          SUPERSEDED SURVEY CONTROL
 MK1840
 MK1840  NAD 83(1986)-  41 34 35.36097(N)    097 02 23.94393(W) AD(       ) 1
 MK1840  NAD 27      -  41 34 35.33893(N)    097 02 22.83298(W) AD(       ) 1
 MK1840  NGVD 29 (07/19/86)  464.6    (m)         1524.     (f) VERT ANG       
 MK1840
 MK1840.Superseded values are not recommended for survey control.
 MK1840
 MK1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1840.See file dsdata.pdf to determine how the superseded data were derived.
 MK1840
 MK1840_MARKER: DS = TRIANGULATION STATION DISK
 MK1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1840_STAMPING: VRBA 1968
 MK1840_MARK LOGO: CGS
 MK1840_PROJECTION: FLUSH
 MK1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1840+STABILITY: SURFACE MOTION
 MK1840
 MK1840  HISTORY     - Date     Condition        Report By
 MK1840  HISTORY     - 1968     MONUMENTED       CGS
 MK1840
 MK1840                          STATION DESCRIPTION
 MK1840
 MK1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1840'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH AND 1 MILE EAST
 MK1840'OF SCHUYLER, AT THE CENTER OF THE EAST EDGE OF SECTION 35 T19N,
 MK1840'R3E AND ON PROPERTY OWNED BY MR. FRANK VRBA.
 MK1840'
 MK1840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MK1840'STATE HIGHWAY 15 IN SCHUYLER, GO NORTH ON STATE HIGHWAY 15 FOR
 MK1840'9.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED
 MK1840'ROAD FOR 1.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 MK1840'A GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF A SMALL HILL AND THE
 MK1840'STATION MARK ON THE RIGHT.
 MK1840'
 MK1840'THE STATION MARK IS A STANDARD DISK STAMPED VRBA 1968, SET IN
 MK1840'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MK1840'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET
 MK1840'WEST OF THE CENTER OF A GRAVELED ROAD, 12 FEET SOUTHWEST OF
 MK1840'A FENCE CORNER, 9 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 MK1840'ATTACHED AND 4 FEET LOWER THAN THE ROAD.
 MK1840'
 MK1840'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VRBA NO 1 1968,
 MK1840'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MK1840'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 MK1840'66 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, 36
 MK1840'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1-1/2 FEET WEST
 MK1840'OF A FENCE.
 MK1840'
 MK1840'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VRBA NO 2 1968,
 MK1840'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MK1840'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 MK1840'IS 81 FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED,
 MK1840'12 FEET NORTH OF A ROW OF PINE TREES AND 1 FOOT SOUTH OF A
 MK1840'FENCE.
 MK1840'
 MK1840'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VRBA 1968, SET
 MK1840'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MK1840'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET
 MK1840'EAST OF THE CENTER OF A GRAVELED ROAD, 3 FEET NORTH OF A
 MK1840'TELEPHONE POLE, 1-1/2 FEET SOUTH OF A METAL WITNESS POST WITH
 MK1840'SIGN ATTACHED SET IN A FENCE.
 MK1840'
 MK1840'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD
 MK1840'SOUTH ON THE GRAVELED ROAD FOR 2.0 MILES TO THE MARK ON THE
 MK1840'LEFT AND A DRIVE WAY ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AB4105 ***********************************************************************
 AB4105  CBN         -  This is a Cooperative Base Network Control Station.
 AB4105  PACS        -  This is a Primary Airport Control Station.
 AB4105  DESIGNATION -  VTN A
 AB4105  PID         -  AB4105
 AB4105  STATE/COUNTY-  NE/CHERRY
 AB4105  COUNTRY     -  US
 AB4105  USGS QUAD   -  VALENTINE SOUTH (2017)
 AB4105
 AB4105                         *CURRENT SURVEY CONTROL
 AB4105  ______________________________________________________________________
 AB4105* NAD 83(2011) POSITION- 42 51 04.45836(N) 100 32 29.48126(W)   ADJUSTED
 AB4105* NAD 83(2011) ELLIP HT-   764.469 (meters)        (06/27/12)   ADJUSTED
 AB4105* NAD 83(2011) EPOCH   -  2010.00
 AB4105* NAVD 88 ORTHO HEIGHT -   786.34  (meters)     2579.9   (feet) GPS OBS
 AB4105  ______________________________________________________________________
 AB4105  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4105  GEOID HEIGHT    -        -21.492 (meters)                     GEOID93
 AB4105  GEOID HEIGHT    -        -21.847 (meters)                     GEOID18
 AB4105  NAD 83(2011) X  -   -856,886.366 (meters)                     COMP
 AB4105  NAD 83(2011) Y  - -4,604,718.915 (meters)                     COMP
 AB4105  NAD 83(2011) Z  -  4,315,920.620 (meters)                     COMP
 AB4105  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 AB4105
 AB4105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4105  Standards:
 AB4105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4105  -------------------------------------------------------------------
 AB4105  NETWORK    0.65   1.78           0.31   0.20   0.91     -0.02010049
 AB4105  -------------------------------------------------------------------
 AB4105  Click here for local accuracies and other accuracy information.
 AB4105
 AB4105.This mark is at Miller Field Airport (VTN)
 AB4105
 AB4105.The horizontal coordinates were established by GPS observations
 AB4105.and adjusted by the National Geodetic Survey in June 2012.
 AB4105
 AB4105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4105.been affixed to the stable North American tectonic plate. See 
 AB4105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4105
 AB4105.The horizontal coordinates are valid at the epoch date displayed above
 AB4105.which is a decimal equivalence of Year/Month/Day.
 AB4105
 AB4105.The orthometric height was determined by GPS observations and a
 AB4105.high-resolution geoid model.
 AB4105
 AB4105.GPS derived orthometric heights for airport stations designated as
 AB4105.PACS or SACS are published to 2 decimal places.  This maintains
 AB4105.centimeter relative accuracy between the PACS and SACS.  It does
 AB4105.not indicate centimeter accuracy relative to other marks which are
 AB4105.part of the published vertical control network.
 AB4105
 AB4105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4105.GEOID18 height accuracy estimate available here.
 AB4105
 AB4105.Click photographs - Photos may exist for this station.
 AB4105
 AB4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4105
 AB4105.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4105
 AB4105.The ellipsoidal height was determined by GPS observations
 AB4105.and is referenced to NAD 83.
 AB4105
 AB4105. The following values were computed from the NAD 83(2011) position.
 AB4105
 AB4105;                    North         East     Units Scale Factor Converg.
 AB4105;SPC NE       -   335,234.279   455,740.509   MT  0.99993516   -0 21 31.9
 AB4105;SPC NE       - 1,099,847.80  1,495,208.65   sFT  0.99993516   -0 21 31.9
 AB4105;UTM  14      - 4,745,447.747   374,049.177   MT  0.99979516   -1 02 54.7
 AB4105
 AB4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4105!SPC NE       -   0.99988013  x   0.99993516  =   0.99981529
 AB4105!UTM  14      -   0.99988013  x   0.99979516  =   0.99967531
 AB4105
 AB4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7404945447(NAD 83)
 AB4105
 AB4105                          SUPERSEDED SURVEY CONTROL
 AB4105
 AB4105  NAD 83(2007)-  42 51 04.45824(N)    100 32 29.48242(W) AD(2002.00) 0
 AB4105  ELLIP H (02/10/07)  764.498  (m)                       GP(2002.00)    
 AB4105  ELLIP H (09/24/01)  764.474  (m)                       GP(       ) 4 1
 AB4105  NAD 83(1995)-  42 51 04.45781(N)    100 32 29.48239(W) AD(       ) B
 AB4105  ELLIP H (06/25/96)  764.529  (m)                       GP(       ) 1 1
 AB4105
 AB4105.Superseded values are not recommended for survey control.
 AB4105
 AB4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4105.See file dsdata.pdf to determine how the superseded data were derived.
 AB4105
 AB4105_MARKER: F = FLANGE-ENCASED ROD
 AB4105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4105_STAMPING: VTN A 1995
 AB4105_MARK LOGO: NGS
 AB4105_PROJECTION: FLUSH
 AB4105_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4105+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2020
 AB4105_ROD/PIPE-DEPTH: 17.1 meters
 AB4105_SLEEVE-DEPTH  : 1 meters
 AB4105
 AB4105  HISTORY     - Date     Condition        Report By
 AB4105  HISTORY     - 1995     MONUMENTED       NGS
 AB4105  HISTORY     - 19970712 GOOD             NGS
 AB4105  HISTORY     - 20100629 GOOD             HWSCON
 AB4105  HISTORY     - 20161005 GOOD             INDIV
 AB4105  HISTORY     - 20190402 GOOD             NEGS
 AB4105  HISTORY     - 20200220 GOOD             NEGS
 AB4105
 AB4105                          STATION DESCRIPTION
 AB4105
 AB4105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4105'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF CROOKSTON,
 AB4105'ON THE SOUTH SIDE OF VALENTINE, AT THE VALENTINE MUNICIPAL/MILLER
 AB4105'FIELD AIRPORT AND NEAR THE APPROACH END OF RUNWAY 31. OWNERSHIP--CITY
 AB4105'OF VALENTINE, 323 NORTH MAIN STREET, VALENTINE NE 69201.  AIRPORT
 AB4105'MANAGER IS ROBERT KILMER, PHONE (402) 376-1611.  TO REACH THE STATION
 AB4105'FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 83 NORTH IN VALENTINE, GO
 AB4105'EASTERLY ON U.S. HIGHWAYS 20/83 FOR 0.05 MI (0.08 KM) TO A PAVED ROAD
 AB4105'RIGHT, TURN RIGHT AND GO SOUTHERLY FOLLOWING HALL STREET FOR 0.45 MI
 AB4105'(0.72 KM) TO A GATE AHEAD ON THE SOUTH SIDE OF A HANGAR, PASS THROUGH
 AB4105'GATE, TURN RIGHT AND GO SOUTHWEST ON THE APRON THEN THE TAXIWAY FOR
 AB4105'0.15 MI (0.24 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON RUNWAY
 AB4105'13/31 FOR 0.7 MI (1.1 KM) TO THE END OF THE PAVEMENT AND THE STATION
 AB4105'JUST AHEAD ON THE LEFT.  THE STATION IS 139.0 FT (42.4 M) NORTHEAST OF
 AB4105'THE EXTENDED CENTER OF THE RUNWAY, 72.3 FT (22.0 M) SOUTH-SOUTHEAST OF
 AB4105'THE MOST EASTERLY TAXIWAY LIGHT (102), 46.0 FT (14.0 M) SOUTHEAST OF A
 AB4105'REIL, 12.1 FT (3.7 M) NORTHWEST OF SOUTHWEST END OF A DAYLIGHT RUNWAY
 AB4105'MARKER PANEL, 10.8 FT (3.3 M) SOUTHWEST OF THE NORTHWEST END OF A
 AB4105'DAYLIGHT RUNWAY MARKER PANEL AND 1.4 FT (0.4 M) NORTH OF A WITNESS
 AB4105'POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4105'PRIMARY AIRPORT CONTROL STATION.
 AB4105
 AB4105                          STATION RECOVERY (1997)
 AB4105
 AB4105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4105'RECOVERED AS DESCRIBED.
 AB4105
 AB4105                          STATION RECOVERY (2010)
 AB4105
 AB4105'RECOVERY NOTE BY HWS CONSULTING GROUP 2010 (JPH)
 AB4105'RECOVERED IN GOOD CONDITION.
 AB4105
 AB4105                          STATION RECOVERY (2016)
 AB4105
 AB4105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JPH)
 AB4105'RECOVERED IN GOOD CONDITION.
 AB4105
 AB4105                          STATION RECOVERY (2019)
 AB4105
 AB4105'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 AB4105'THE EXISTING STATION DESCRIPTION IS ADEQUATE.  THE DAYLIGHT RUNWAY
 AB4105'MARKER PANEL THAT WAS 10.8 FT (3.3 M) TO THE NORTHEAST OF THE MARK HAS
 AB4105'BEEN REMOVED AND THE WITNESS POST HAS BROKEN OFF.
 AB4105
 AB4105                          STATION RECOVERY (2020)
 AB4105
 AB4105'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 AB4105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0300 ***********************************************************************
 ML0300  DESIGNATION -  W 116
 ML0300  PID         -  ML0300
 ML0300  STATE/COUNTY-  NE/SHERMAN
 ML0300  COUNTRY     -  US
 ML0300  USGS QUAD   -  LOUP CITY (2017)
 ML0300
 ML0300                         *CURRENT SURVEY CONTROL
 ML0300  ______________________________________________________________________
 ML0300* NAD 83(1986) POSITION- 41 15 52.     (N) 098 55 02.     (W)   SCALED
 ML0300* NAVD 88 ORTHO HEIGHT -   655.902 (meters)     2151.91  (feet) ADJUSTED
 ML0300  ______________________________________________________________________
 ML0300  GEOID HEIGHT    -        -24.017 (meters)                     GEOID18
 ML0300  DYNAMIC HEIGHT  -        655.566 (meters)     2150.80  (feet) COMP
 ML0300  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 ML0300
 ML0300  VERT ORDER      -  FIRST     CLASS II
 ML0300
 ML0300.The horizontal coordinates were scaled from a map and have
 ML0300.an estimated accuracy of +/- 6 seconds.
 ML0300
 ML0300.The orthometric height was determined by differential leveling and
 ML0300.adjusted by the NATIONAL GEODETIC SURVEY
 ML0300.in June 1991.
 ML0300
 ML0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0300.GEOID18 height accuracy estimate available here.
 ML0300
 ML0300.Click photographs - Photos may exist for this station.
 ML0300
 ML0300.The dynamic height is computed by dividing the NAVD 88
 ML0300.geopotential number by the normal gravity value computed on the
 ML0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0300.degrees latitude (g = 980.6199 gals.).
 ML0300
 ML0300.The modeled gravity was interpolated from observed gravity values.
 ML0300
 ML0300;                    North         East    Units  Estimated Accuracy
 ML0300;SPC NE       -   159,460.      590,700.      MT  (+/- 180 meters Scaled)
 ML0300
 ML0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL069681(NAD 83)
 ML0300
 ML0300                          SUPERSEDED SURVEY CONTROL
 ML0300
 ML0300  NGVD 29 (??/??/92)  655.656  (m)         2151.10   (f) ADJ UNCH    1 2
 ML0300
 ML0300.Superseded values are not recommended for survey control.
 ML0300
 ML0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0300.See file dsdata.pdf to determine how the superseded data were derived.
 ML0300
 ML0300_MARKER: DB = BENCH MARK DISK
 ML0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0300_STAMPING: W 116 1935
 ML0300_MARK LOGO: CGS
 ML0300_PROJECTION: RECESSED 6 CENTIMETERS
 ML0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0300+STABILITY: SURFACE MOTION
 ML0300
 ML0300  HISTORY     - Date     Condition        Report By
 ML0300  HISTORY     - 1935     MONUMENTED       CGS
 ML0300  HISTORY     - 1950     GOOD             CGS
 ML0300  HISTORY     - 20090811 MARK NOT FOUND   NEDR
 ML0300
 ML0300                          STATION DESCRIPTION
 ML0300
 ML0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0300'3.1 MI SE FROM LOUP CITY.
 ML0300'3.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0300'RAILROAD FROM THE STATION AT LOUP CITY, AT A ROAD CROSSING, 9
 ML0300'RAILS EAST OF MILEPOST 37, 46 FEET NORTH OF THE NORTH RAIL, 23
 ML0300'FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF A
 ML0300'FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF A
 ML0300'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT
 ML0300'BELOW THE TOP OF THE GROUND.
 ML0300
 ML0300                          STATION RECOVERY (2009)
 ML0300
 ML0300'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 ML0300'MARK NOT FOUND. RR TRACKS AND FENCE HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0151 ***********************************************************************
 ML0151  DESIGNATION -  W 117
 ML0151  PID         -  ML0151
 ML0151  STATE/COUNTY-  NE/HOWARD
 ML0151  COUNTRY     -  US
 ML0151  USGS QUAD   -  SAINT PAUL (2017)
 ML0151
 ML0151                         *CURRENT SURVEY CONTROL
 ML0151  ______________________________________________________________________
 ML0151* NAD 83(1986) POSITION- 41 14 54.     (N) 098 27 00.     (W)   SCALED
 ML0151* NAVD 88 ORTHO HEIGHT -   547.385 (meters)     1795.88  (feet) ADJUSTED
 ML0151  ______________________________________________________________________
 ML0151  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 ML0151  DYNAMIC HEIGHT  -        547.111 (meters)     1794.98  (feet) COMP
 ML0151  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 ML0151
 ML0151  VERT ORDER      -  SECOND    CLASS 0
 ML0151
 ML0151.The horizontal coordinates were scaled from a map and have
 ML0151.an estimated accuracy of +/- 6 seconds.
 ML0151
 ML0151.The orthometric height was determined by differential leveling and
 ML0151.adjusted by the NATIONAL GEODETIC SURVEY
 ML0151.in June 1991.
 ML0151
 ML0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0151.GEOID18 height accuracy estimate available here.
 ML0151
 ML0151.Click photographs - Photos may exist for this station.
 ML0151
 ML0151.The dynamic height is computed by dividing the NAVD 88
 ML0151.geopotential number by the normal gravity value computed on the
 ML0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0151.degrees latitude (g = 980.6199 gals.).
 ML0151
 ML0151.The modeled gravity was interpolated from observed gravity values.
 ML0151
 ML0151;                    North         East    Units  Estimated Accuracy
 ML0151;SPC NE       -   158,270.      629,870.      MT  (+/- 180 meters Scaled)
 ML0151
 ML0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460664(NAD 83)
 ML0151
 ML0151                          SUPERSEDED SURVEY CONTROL
 ML0151
 ML0151  NGVD 29 (??/??/92)  547.142  (m)         1795.08   (f) ADJ UNCH    2 0
 ML0151
 ML0151.Superseded values are not recommended for survey control.
 ML0151
 ML0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0151.See file dsdata.pdf to determine how the superseded data were derived.
 ML0151
 ML0151_MARKER: DB = BENCH MARK DISK
 ML0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0151_STAMPING: W 117 1935
 ML0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0151+STABILITY: SURFACE MOTION
 ML0151
 ML0151  HISTORY     - Date     Condition        Report By
 ML0151  HISTORY     - 1935     MONUMENTED       CGS
 ML0151  HISTORY     - 1956     GOOD             CGS
 ML0151
 ML0151                          STATION DESCRIPTION
 ML0151
 ML0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0151'2.4 MI N FROM ST PAUL.
 ML0151'IT MAY BE REACHED FROM THE POST OFFICE BY GOING EAST ALONG THE
 ML0151'MAIN STREET FOR 0.3 MILE, THENCE NORTH ALONG U.S. HIGHWAY 281
 ML0151'FOR 2.4 MILES TO THE ENTRANCE TO THE ST. PAUL MUNICIPAL AIRPORT,
 ML0151'173 FEET SOUTH OF THE WIND SOCK, 43 FEET EAST OF THE CENTER OF
 ML0151'U.S. HIGHWAY 281, AT THE CROSSING OF A LINE OF POLES, AND 15.7
 ML0151'FEET NORTH OF A ROW OF OAK POSTS.  A STANDARD DISK, STAMPED
 ML0151'W 117 1935 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING
 ML0151'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0154 ***********************************************************************
 ML0154  DESIGNATION -  W 117 RESET
 ML0154  PID         -  ML0154
 ML0154  STATE/COUNTY-  NE/HOWARD
 ML0154  COUNTRY     -  US
 ML0154  USGS QUAD   -  SAINT PAUL (2017)
 ML0154
 ML0154                         *CURRENT SURVEY CONTROL
 ML0154  ______________________________________________________________________
 ML0154* NAD 83(1986) POSITION- 41 14 54.     (N) 098 27 00.     (W)   SCALED
 ML0154* NAVD 88 ORTHO HEIGHT -   547.07  (meters)     1794.8   (feet) RESET
 ML0154  ______________________________________________________________________
 ML0154  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 ML0154  VERT ORDER      -  THIRD
 ML0154
 ML0154.The horizontal coordinates were scaled from a map and have
 ML0154.an estimated accuracy of +/- 6 seconds.
 ML0154
 ML0154.The orthometric height was computed from unverified reset data.
 ML0154
 ML0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0154.GEOID18 height accuracy estimate available here.
 ML0154
 ML0154.Click photographs - Photos may exist for this station.
 ML0154
 ML0154;                    North         East    Units  Estimated Accuracy
 ML0154;SPC NE       -   158,270.      629,870.      MT  (+/- 180 meters Scaled)
 ML0154
 ML0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460664(NAD 83)
 ML0154
 ML0154                          SUPERSEDED SURVEY CONTROL
 ML0154
 ML0154  NGVD 29 (??/??/??)  546.83   (m)         1794.1    (f) RESET       3  
 ML0154
 ML0154.Superseded values are not recommended for survey control.
 ML0154
 ML0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0154.See file dsdata.pdf to determine how the superseded data were derived.
 ML0154
 ML0154_MARKER: DD = SURVEY DISK
 ML0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0154_STAMPING: W 117 RESET 1964
 ML0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0154+STABILITY: SURFACE MOTION
 ML0154
 ML0154  HISTORY     - Date     Condition        Report By
 ML0154  HISTORY     - 1964     MONUMENTED       NEDR
 ML0154
 ML0154                          STATION DESCRIPTION
 ML0154
 ML0154'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 ML0154'2.6 MI N FROM ST PAUL.
 ML0154'ABOUT 2.6 MILES NORTH OF ST. PAUL, FROM THE POST OFFICE BY GOING
 ML0154'EAST ON THE MAIN STREET FOR 0.3 MILES, THENCE 2.3 MILES NORTH
 ML0154'ALONG U.S. HIGHWAY 281.  IT IS AT THE SOUTHWEST CORNER OF THE
 ML0154'ST. PAUL MUNICIPAL AIRPORT, 173 FEET SOUTH OF THE WINDSOCK, 73
 ML0154'FEET EAST OF THE CENTERLINE OF HIGHWAY, AT THE CROSSING OF A
 ML0154'LINE OF POLES, AND 15.7 FEET NORTH OF A ROW OF OAK POSTS AND
 ML0154'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND 15
 ML0154'FEET NORTH OF A GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0091 ***********************************************************************
 ML0091  DESIGNATION -  W 118
 ML0091  PID         -  ML0091
 ML0091  STATE/COUNTY-  NE/WHEELER
 ML0091  COUNTRY     -  US
 ML0091  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0091
 ML0091                         *CURRENT SURVEY CONTROL
 ML0091  ______________________________________________________________________
 ML0091* NAD 83(1986) POSITION- 41 47 55.     (N) 098 23 49.     (W)   SCALED
 ML0091* NAVD 88 ORTHO HEIGHT -   654.165 (meters)     2146.21  (feet) ADJUSTED
 ML0091  ______________________________________________________________________
 ML0091  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 ML0091  DYNAMIC HEIGHT  -        653.862 (meters)     2145.21  (feet) COMP
 ML0091  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 ML0091
 ML0091  VERT ORDER      -  SECOND    CLASS 0
 ML0091
 ML0091.The horizontal coordinates were scaled from a map and have
 ML0091.an estimated accuracy of +/- 6 seconds.
 ML0091
 ML0091.The orthometric height was determined by differential leveling and
 ML0091.adjusted by the NATIONAL GEODETIC SURVEY
 ML0091.in June 1991.
 ML0091
 ML0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0091.GEOID18 height accuracy estimate available here.
 ML0091
 ML0091.Click photographs - Photos may exist for this station.
 ML0091
 ML0091.The dynamic height is computed by dividing the NAVD 88
 ML0091.geopotential number by the normal gravity value computed on the
 ML0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0091.degrees latitude (g = 980.6199 gals.).
 ML0091
 ML0091.The modeled gravity was interpolated from observed gravity values.
 ML0091
 ML0091;                    North         East    Units  Estimated Accuracy
 ML0091;SPC NE       -   219,430.      633,180.      MT  (+/- 180 meters Scaled)
 ML0091
 ML0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM501275(NAD 83)
 ML0091
 ML0091                          SUPERSEDED SURVEY CONTROL
 ML0091
 ML0091  NGVD 29 (??/??/92)  653.926  (m)         2145.42   (f) ADJ UNCH    2 0
 ML0091
 ML0091.Superseded values are not recommended for survey control.
 ML0091
 ML0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0091.See file dsdata.pdf to determine how the superseded data were derived.
 ML0091
 ML0091_MARKER: DB = BENCH MARK DISK
 ML0091_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0091_STAMPING: W 118 1935
 ML0091_MARK LOGO: CGS
 ML0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0091
 ML0091  HISTORY     - Date     Condition        Report By
 ML0091  HISTORY     - 1935     MONUMENTED       CGS
 ML0091  HISTORY     - 1938     GOOD             CGS
 ML0091
 ML0091                          STATION DESCRIPTION
 ML0091
 ML0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0091'8.4 MI NW FROM SPALDING.
 ML0091'8.4 MILES NORTHWEST OF THE POST OFFICE AT SPALDING ALONG U.S.
 ML0091'HIGHWAY NO. 281 BETWEEN SPALDING AND BARTLETT, 0.5 OF A MILE WEST
 ML0091'OF DISTRICT NO. 20 SCHOOL, 32.5 FEET SOUTH OF THE CENTER OF THE
 ML0091'HIGHWAY, 4.8 FEET WEST OF A NORTH-SOUTH FENCE LINE, 1.5 FEET
 ML0091'NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL
 ML0091'IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0130 ***********************************************************************
 MM0130  DESIGNATION -  W 119
 MM0130  PID         -  MM0130
 MM0130  STATE/COUNTY-  NE/MCPHERSON
 MM0130  COUNTRY     -  US
 MM0130  USGS QUAD   -  GRAGG RANCH (2017)
 MM0130
 MM0130                         *CURRENT SURVEY CONTROL
 MM0130  ______________________________________________________________________
 MM0130* NAD 83(1986) POSITION- 41 29 39.     (N) 100 45 03.     (W)   SCALED
 MM0130* NAVD 88 ORTHO HEIGHT -   956.377 (meters)     3137.71  (feet) ADJUSTED
 MM0130  ______________________________________________________________________
 MM0130  GEOID HEIGHT    -        -21.877 (meters)                     GEOID18
 MM0130  DYNAMIC HEIGHT  -        955.821 (meters)     3135.89  (feet) COMP
 MM0130  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 MM0130
 MM0130  VERT ORDER      -  SECOND    CLASS 0
 MM0130
 MM0130.The horizontal coordinates were scaled from a map and have
 MM0130.an estimated accuracy of +/- 6 seconds.
 MM0130
 MM0130.The orthometric height was determined by differential leveling and
 MM0130.adjusted by the NATIONAL GEODETIC SURVEY
 MM0130.in June 1991.
 MM0130
 MM0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0130.GEOID18 height accuracy estimate available here.
 MM0130
 MM0130.Click photographs - Photos may exist for this station.
 MM0130
 MM0130.The dynamic height is computed by dividing the NAVD 88
 MM0130.geopotential number by the normal gravity value computed on the
 MM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0130.degrees latitude (g = 980.6199 gals.).
 MM0130
 MM0130.The modeled gravity was interpolated from observed gravity values.
 MM0130
 MM0130;                    North         East    Units  Estimated Accuracy
 MM0130;SPC NE       -   184,670.      437,330.      MT  (+/- 180 meters Scaled)
 MM0130
 MM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL538950(NAD 83)
 MM0130
 MM0130                          SUPERSEDED SURVEY CONTROL
 MM0130
 MM0130  NGVD 29 (??/??/92)  956.033  (m)         3136.58   (f) ADJ UNCH    2 0
 MM0130
 MM0130.Superseded values are not recommended for survey control.
 MM0130
 MM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0130.See file dsdata.pdf to determine how the superseded data were derived.
 MM0130
 MM0130_MARKER: DB = BENCH MARK DISK
 MM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0130_STAMPING: W 119 1934
 MM0130_MARK LOGO: CGS
 MM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0130+STABILITY: SURFACE MOTION
 MM0130
 MM0130  HISTORY     - Date     Condition        Report By
 MM0130  HISTORY     - 1934     MONUMENTED       CGS
 MM0130  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0130
 MM0130                          STATION DESCRIPTION
 MM0130
 MM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0130'2.9 MI SE FROM RINGGOLD.
 MM0130'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST
 MM0130'OFFICE AT RINGGOLD, MC PHERSON COUNTY, ABOUT 100 YARDS EAST OF
 MM0130'THE BOTTOM OF A HILL, 36.6 FEET SOUTH OF THE CENTER LINE OF THE
 MM0130'HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0130'DISK, STAMPED W 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0130
 MM0130                          STATION RECOVERY (1972)
 MM0130
 MM0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0038 ***********************************************************************
 LG0038  DESIGNATION -  W 12
 LG0038  PID         -  LG0038
 LG0038  STATE/COUNTY-  NE/OTOE
 LG0038  COUNTRY     -  US
 LG0038  USGS QUAD   -  PALMYRA (2017)
 LG0038
 LG0038                         *CURRENT SURVEY CONTROL
 LG0038  ______________________________________________________________________
 LG0038* NAD 83(1986) POSITION- 40 41 16.     (N) 096 27 49.     (W)   SCALED
 LG0038* NAVD 88 ORTHO HEIGHT -   367.292 (meters)     1205.02  (feet) ADJUSTED
 LG0038  ______________________________________________________________________
 LG0038  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 LG0038  DYNAMIC HEIGHT  -        367.130 (meters)     1204.49  (feet) COMP
 LG0038  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 LG0038
 LG0038  VERT ORDER      -  FIRST     CLASS II
 LG0038
 LG0038.The horizontal coordinates were scaled from a map and have
 LG0038.an estimated accuracy of +/- 6 seconds.
 LG0038
 LG0038.The orthometric height was determined by differential leveling and
 LG0038.adjusted by the NATIONAL GEODETIC SURVEY
 LG0038.in June 1991.
 LG0038
 LG0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0038.GEOID18 height accuracy estimate available here.
 LG0038
 LG0038.Click photographs - Photos may exist for this station.
 LG0038
 LG0038.The dynamic height is computed by dividing the NAVD 88
 LG0038.geopotential number by the normal gravity value computed on the
 LG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0038.degrees latitude (g = 980.6199 gals.).
 LG0038
 LG0038.The modeled gravity was interpolated from observed gravity values.
 LG0038
 LG0038;                    North         East    Units  Estimated Accuracy
 LG0038;SPC NE       -   100,980.      798,780.      MT  (+/- 180 meters Scaled)
 LG0038
 LG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL143071(NAD 83)
 LG0038
 LG0038                          SUPERSEDED SURVEY CONTROL
 LG0038
 LG0038  NGVD 29 (??/??/92)  367.193  (m)         1204.70   (f) ADJ UNCH    1 2
 LG0038
 LG0038.Superseded values are not recommended for survey control.
 LG0038
 LG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0038.See file dsdata.pdf to determine how the superseded data were derived.
 LG0038
 LG0038_MARKER: DB = BENCH MARK DISK
 LG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0038_STAMPING: 1204.243 W 12 1933
 LG0038_MARK LOGO: CGS
 LG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0038+STABILITY: SURFACE MOTION
 LG0038
 LG0038  HISTORY     - Date     Condition        Report By
 LG0038  HISTORY     - 1933     MONUMENTED       CGS
 LG0038  HISTORY     - 1940     GOOD             CGS
 LG0038  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG0038
 LG0038                          STATION DESCRIPTION
 LG0038
 LG0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0038'4.3 MI W FROM PALMYRA.
 LG0038'4.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0038'FROM THE STATION AT PALMYRA, OTOE COUNTY, 24 RAILS EAST OF
 LG0038'BRIDGE 43.48, 60 FEET EAST OF THE OTOE-LANCASTER COUNTY LINE, AT A
 LG0038'DIRT-ROAD CROSSING, 55 FEET SOUTHEAST OF THE CENTER OF THE
 LG0038'CROSSING, 53 FEET EAST OF THE CENTERLINE OF THE ROAD, 23.5 FEET
 LG0038'SOUTH OF THE CENTERLINE OF THE TRACK, 22 FEET NORTHEAST OF A LARGE
 LG0038'ELM TREE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LG0038'STANDARD DISK, STAMPED 1204.243 W 12 1933 AND SET IN THE TOP OF A
 LG0038'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0038
 LG0038                          STATION RECOVERY (1966)
 LG0038
 LG0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0055 ***********************************************************************
 MM0055  DESIGNATION -  W 120
 MM0055  PID         -  MM0055
 MM0055  STATE/COUNTY-  NE/CUSTER
 MM0055  COUNTRY     -  US
 MM0055  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0055
 MM0055                         *CURRENT SURVEY CONTROL
 MM0055  ______________________________________________________________________
 MM0055* NAD 83(1986) POSITION- 41 28 22.     (N) 100 06 23.     (W)   SCALED
 MM0055* NAVD 88 ORTHO HEIGHT -   920.284 (meters)     3019.30  (feet) ADJUSTED
 MM0055  ______________________________________________________________________
 MM0055  GEOID HEIGHT    -        -22.087 (meters)                     GEOID18
 MM0055  DYNAMIC HEIGHT  -        919.788 (meters)     3017.67  (feet) COMP
 MM0055  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 MM0055
 MM0055  VERT ORDER      -  SECOND    CLASS 0
 MM0055
 MM0055.The horizontal coordinates were scaled from a map and have
 MM0055.an estimated accuracy of +/- 6 seconds.
 MM0055
 MM0055.The orthometric height was determined by differential leveling and
 MM0055.adjusted by the NATIONAL GEODETIC SURVEY
 MM0055.in June 1991.
 MM0055
 MM0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0055.GEOID18 height accuracy estimate available here.
 MM0055
 MM0055.Click photographs - Photos may exist for this station.
 MM0055
 MM0055.The dynamic height is computed by dividing the NAVD 88
 MM0055.geopotential number by the normal gravity value computed on the
 MM0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0055.degrees latitude (g = 980.6199 gals.).
 MM0055
 MM0055.The modeled gravity was interpolated from observed gravity values.
 MM0055
 MM0055;                    North         East    Units  Estimated Accuracy
 MM0055;SPC NE       -   182,030.      491,120.      MT  (+/- 180 meters Scaled)
 MM0055
 MM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML076918(NAD 83)
 MM0055
 MM0055                          SUPERSEDED SURVEY CONTROL
 MM0055
 MM0055  NGVD 29 (??/??/92)  920.037  (m)         3018.49   (f) ADJ UNCH    2 0
 MM0055
 MM0055.Superseded values are not recommended for survey control.
 MM0055
 MM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0055.See file dsdata.pdf to determine how the superseded data were derived.
 MM0055
 MM0055_MARKER: DB = BENCH MARK DISK
 MM0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0055_STAMPING: W 120 1934
 MM0055_MARK LOGO: CGS
 MM0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0055+STABILITY: SURFACE MOTION
 MM0055
 MM0055  HISTORY     - Date     Condition        Report By
 MM0055  HISTORY     - 1934     MONUMENTED       CGS
 MM0055  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0055
 MM0055                          STATION DESCRIPTION
 MM0055
 MM0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0055'7.4 MI NE FROM ARNOLD.
 MM0055'ABOUT 7.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE UNION
 MM0055'PACIFIC RAILROAD STATION AT ARNOLD, CUSTER COUNTY, AT A HIGHWAY
 MM0055'CURVE TO THE EAST AND A DIRT-ROAD CURVE TO THE NORTH, 49 FEET
 MM0055'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF THE
 MM0055'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 120 1934 AND SET
 MM0055'IN THE TOP OF A CONCRETE POST.
 MM0055
 MM0055                          STATION RECOVERY (1972)
 MM0055
 MM0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0497 ***********************************************************************
 ML0497  DESIGNATION -  W 125
 ML0497  PID         -  ML0497
 ML0497  STATE/COUNTY-  NE/VALLEY
 ML0497  COUNTRY     -  US
 ML0497  USGS QUAD   -  ORD NW (2017)
 ML0497
 ML0497                         *CURRENT SURVEY CONTROL
 ML0497  ______________________________________________________________________
 ML0497* NAD 83(1986) POSITION- 41 39 15.     (N) 098 58 41.     (W)   SCALED
 ML0497* NAVD 88 ORTHO HEIGHT -   636.768 (meters)     2089.13  (feet) ADJUSTED
 ML0497  ______________________________________________________________________
 ML0497  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 ML0497  DYNAMIC HEIGHT  -        636.453 (meters)     2088.10  (feet) COMP
 ML0497  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 ML0497
 ML0497  VERT ORDER      -  SECOND    CLASS 0
 ML0497
 ML0497.The horizontal coordinates were scaled from a map and have
 ML0497.an estimated accuracy of +/- 6 seconds.
 ML0497
 ML0497.The orthometric height was determined by differential leveling and
 ML0497.adjusted by the NATIONAL GEODETIC SURVEY
 ML0497.in June 1991.
 ML0497
 ML0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0497.GEOID18 height accuracy estimate available here.
 ML0497
 ML0497.Click photographs - Photos may exist for this station.
 ML0497
 ML0497.The dynamic height is computed by dividing the NAVD 88
 ML0497.geopotential number by the normal gravity value computed on the
 ML0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0497.degrees latitude (g = 980.6199 gals.).
 ML0497
 ML0497.The modeled gravity was interpolated from observed gravity values.
 ML0497
 ML0497;                    North         East    Units  Estimated Accuracy
 ML0497;SPC NE       -   202,660.      585,100.      MT  (+/- 180 meters Scaled)
 ML0497
 ML0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM018113(NAD 83)
 ML0497
 ML0497                          SUPERSEDED SURVEY CONTROL
 ML0497
 ML0497  NGVD 29 (??/??/92)  636.506  (m)         2088.27   (f) ADJ UNCH    2 0
 ML0497
 ML0497.Superseded values are not recommended for survey control.
 ML0497
 ML0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0497.See file dsdata.pdf to determine how the superseded data were derived.
 ML0497
 ML0497_MARKER: DB = BENCH MARK DISK
 ML0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0497_STAMPING: W 125 1935
 ML0497_MARK LOGO: CGS
 ML0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0497+STABILITY: SURFACE MOTION
 ML0497
 ML0497  HISTORY     - Date     Condition        Report By
 ML0497  HISTORY     - 1935     MONUMENTED       CGS
 ML0497  HISTORY     - 1950     GOOD             CGS
 ML0497  HISTORY     - 1985     GOOD             NEDR
 ML0497  HISTORY     - 1985     GOOD             NGS
 ML0497
 ML0497                          STATION DESCRIPTION
 ML0497
 ML0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0497'2.3 MI SE FROM ELYRIA.
 ML0497'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0497'AT ELYRIA, AT A ROAD CROSSING, 166 FEET NORTHEAST OF THE CENTER
 ML0497'LINE HIGHWAY, 151 FEET EAST OF THE CENTER OF A RAILROAD CROSSING,
 ML0497'44.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 22.5 FEET SOUTHWEST
 ML0497'OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A FENCE, 1.2 FEET
 ML0497'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0497'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 ML0497
 ML0497                          STATION RECOVERY (1985)
 ML0497
 ML0497'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0497'RECOVERED IN GOOD CONDITION.
 ML0497
 ML0497                          STATION RECOVERY (1985)
 ML0497
 ML0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0497'3.70 KM (2.3 MI) SOUTHEAST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0497'OFFICE AT ELYRIA, THENCE 0.08 KM (0.05 MI) LEFT AND EAST ALONG A
 ML0497'GRADED ROAD TO THE MARK ON THE RIGHT, 20.1 M (66.0 FT) SOUTHWEST FROM
 ML0497'THE CENTERLINE OF A CURVE IN THE ROAD, 15.25 M (50.0 FT) SOUTHEAST
 ML0497'FROM A BURIED PIPLINE WARING POST, 0.61 M (2.0 FT) SOUTHWEST FROM A
 ML0497'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0251 ***********************************************************************
 NN0251  DESIGNATION -  W 126
 NN0251  PID         -  NN0251
 NN0251  STATE/COUNTY-  NE/HOLT
 NN0251  COUNTRY     -  US
 NN0251  USGS QUAD   -  EMMET SW (2017)
 NN0251
 NN0251                         *CURRENT SURVEY CONTROL
 NN0251  ______________________________________________________________________
 NN0251* NAD 83(1986) POSITION- 42 15 51.     (N) 098 57 48.     (W)   SCALED
 NN0251* NAVD 88 ORTHO HEIGHT -   670.002 (meters)     2198.16  (feet) ADJUSTED
 NN0251  ______________________________________________________________________
 NN0251  GEOID HEIGHT    -        -23.794 (meters)                     GEOID18
 NN0251  DYNAMIC HEIGHT  -        669.712 (meters)     2197.21  (feet) COMP
 NN0251  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 NN0251
 NN0251  VERT ORDER      -  SECOND    CLASS 0
 NN0251
 NN0251.The horizontal coordinates were scaled from a map and have
 NN0251.an estimated accuracy of +/- 6 seconds.
 NN0251
 NN0251.The orthometric height was determined by differential leveling and
 NN0251.adjusted by the NATIONAL GEODETIC SURVEY
 NN0251.in June 1991.
 NN0251
 NN0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0251.GEOID18 height accuracy estimate available here.
 NN0251
 NN0251.Click photographs - Photos may exist for this station.
 NN0251
 NN0251.The dynamic height is computed by dividing the NAVD 88
 NN0251.geopotential number by the normal gravity value computed on the
 NN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0251.degrees latitude (g = 980.6199 gals.).
 NN0251
 NN0251.The modeled gravity was interpolated from observed gravity values.
 NN0251
 NN0251;                    North         East    Units  Estimated Accuracy
 NN0251;SPC NE       -   270,410.      585,510.      MT  (+/- 180 meters Scaled)
 NN0251
 NN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030791(NAD 83)
 NN0251
 NN0251                          SUPERSEDED SURVEY CONTROL
 NN0251
 NN0251  NGVD 29 (??/??/92)  669.754  (m)         2197.35   (f) ADJ UNCH    2 0
 NN0251
 NN0251.Superseded values are not recommended for survey control.
 NN0251
 NN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0251.See file dsdata.pdf to determine how the superseded data were derived.
 NN0251
 NN0251_MARKER: DB = BENCH MARK DISK
 NN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0251_STAMPING: W 126 1935
 NN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0251+STABILITY: SURFACE MOTION
 NN0251
 NN0251  HISTORY     - Date     Condition        Report By
 NN0251  HISTORY     - 1935     MONUMENTED       CGS
 NN0251  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0251
 NN0251                          STATION DESCRIPTION
 NN0251
 NN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0251'17.8 MI S FROM ATKINSON.
 NN0251'17.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0251'ATKINSON, HOLT COUNTY, 0.5 MILE SOUTH OF A FARMHOUSE, 0.1 MILE
 NN0251'NORTH OF A ROAD INTERSECTION, AT THE FOOT OF A LONG SLOPING
 NN0251'HILL, AT THE SOUTH END OF A BORROW PIT, 36 FEET WEST OF THE
 NN0251'CENTER LINE OF THE HIGHWAY, AND 1.5 FEET EAST OF THE
 NN0251'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 126 1935 AND SET
 NN0251'IN THE TOP OF A CONCRETE POST.
 NN0251
 NN0251                          STATION RECOVERY (1964)
 NN0251
 NN0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0120 ***********************************************************************
 NN0120  DESIGNATION -  W 127
 NN0120  PID         -  NN0120
 NN0120  STATE/COUNTY-  NE/HOLT
 NN0120  COUNTRY     -  US
 NN0120  USGS QUAD   -  EWING SW (2017)
 NN0120
 NN0120                         *CURRENT SURVEY CONTROL
 NN0120  ______________________________________________________________________
 NN0120* NAD 83(1986) POSITION- 42 17 17.     (N) 098 23 19.     (W)   SCALED
 NN0120* NAVD 88 ORTHO HEIGHT -   572.248 (meters)     1877.45  (feet) ADJUSTED
 NN0120  ______________________________________________________________________
 NN0120  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 NN0120  DYNAMIC HEIGHT  -        572.015 (meters)     1876.69  (feet) COMP
 NN0120  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 NN0120
 NN0120  VERT ORDER      -  SECOND    CLASS 0
 NN0120
 NN0120.The horizontal coordinates were scaled from a map and have
 NN0120.an estimated accuracy of +/- 6 seconds.
 NN0120
 NN0120.The orthometric height was determined by differential leveling and
 NN0120.adjusted by the NATIONAL GEODETIC SURVEY
 NN0120.in June 1991.
 NN0120
 NN0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0120.GEOID18 height accuracy estimate available here.
 NN0120
 NN0120.Click photographs - Photos may exist for this station.
 NN0120
 NN0120.The dynamic height is computed by dividing the NAVD 88
 NN0120.geopotential number by the normal gravity value computed on the
 NN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0120.degrees latitude (g = 980.6199 gals.).
 NN0120
 NN0120.The modeled gravity was interpolated from observed gravity values.
 NN0120
 NN0120;                    North         East    Units  Estimated Accuracy
 NN0120;SPC NE       -   273,780.      632,860.      MT  (+/- 180 meters Scaled)
 NN0120
 NN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM504819(NAD 83)
 NN0120
 NN0120                          SUPERSEDED SURVEY CONTROL
 NN0120
 NN0120  NGVD 29 (??/??/92)  572.033  (m)         1876.74   (f) ADJ UNCH    2 0
 NN0120
 NN0120.Superseded values are not recommended for survey control.
 NN0120
 NN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0120.See file dsdata.pdf to determine how the superseded data were derived.
 NN0120
 NN0120_MARKER: DB = BENCH MARK DISK
 NN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0120_STAMPING: W 127 1935
 NN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0120+STABILITY: SURFACE MOTION
 NN0120
 NN0120  HISTORY     - Date     Condition        Report By
 NN0120  HISTORY     - 1935     MONUMENTED       CGS
 NN0120
 NN0120                          STATION DESCRIPTION
 NN0120
 NN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0120'3.1 MI NW FROM EWING.
 NN0120'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0120'FROM THE STATION AT EWING, HOLT COUNTY, 9 RAILS SOUTHEAST OF THE
 NN0120'SOUTHEAST CORNER OF BRIDGE 26.8, 41.5 FEET NORTHEAST OF THE
 NN0120'CENTER LINE OF A ROAD PARALLELING THE TRACK, 49.5 FEET SOUTH OF
 NN0120'THE CENTER OF A PRIVATE-ROAD CROSSING, 39 FEET SOUTHWEST OF THE
 NN0120'SOUTHWEST RAIL OF THE MAIN TRACK, AND 4.4 FEET NORTHEAST OF THE
 NN0120'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 127 1935 AND SET
 NN0120'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1338 ***********************************************************************
 NM1338  DESIGNATION -  W 128
 NM1338  PID         -  NM1338
 NM1338  STATE/COUNTY-  NE/MADISON
 NM1338  COUNTRY     -  US
 NM1338  USGS QUAD   -  PIERCE SE (2017)
 NM1338
 NM1338                         *CURRENT SURVEY CONTROL
 NM1338  ______________________________________________________________________
 NM1338* NAD 83(1986) POSITION- 42 00 10.47   (N) 097 35 44.88   (W)   HD_HELD1
 NM1338* NAVD 88 ORTHO HEIGHT -   483.593 (meters)     1586.59  (feet) ADJUSTED
 NM1338  ______________________________________________________________________
 NM1338  GEOID HEIGHT    -        -24.746 (meters)                     GEOID18
 NM1338  DYNAMIC HEIGHT  -        483.402 (meters)     1585.96  (feet) COMP
 NM1338  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 NM1338
 NM1338  VERT ORDER      -  SECOND    CLASS 0
 NM1338
 NM1338.The horizontal coordinates were determined by differentially corrected
 NM1338.hand held GPS observations or other comparable positioning techniques
 NM1338.and have an estimated accuracy of +/- 3 meters.
 NM1338
 NM1338.The orthometric height was determined by differential leveling and
 NM1338.adjusted by the NATIONAL GEODETIC SURVEY
 NM1338.in June 1991.
 NM1338
 NM1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1338.GEOID18 height accuracy estimate available here.
 NM1338
 NM1338.Click photographs - Photos may exist for this station.
 NM1338
 NM1338.The dynamic height is computed by dividing the NAVD 88
 NM1338.geopotential number by the normal gravity value computed on the
 NM1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1338.degrees latitude (g = 980.6199 gals.).
 NM1338
 NM1338.The modeled gravity was interpolated from observed gravity values.
 NM1338
 NM1338;                    North         East    Units  Estimated Accuracy
 NM1338;SPC NE       -   243,649.3     699,094.6     MT  (+/- 3 meters HH1 GPS) 
 NM1338
 NM1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1628851052(NAD 83)
 NM1338
 NM1338                          SUPERSEDED SURVEY CONTROL
 NM1338
 NM1338  NGVD 29 (??/??/92)  483.408  (m)         1585.98   (f) ADJ UNCH    2 0
 NM1338
 NM1338.Superseded values are not recommended for survey control.
 NM1338
 NM1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1338.See file dsdata.pdf to determine how the superseded data were derived.
 NM1338
 NM1338_MARKER: DB = BENCH MARK DISK
 NM1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1338_STAMPING: W 128 1935
 NM1338_MARK LOGO: CGS
 NM1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1338+STABILITY: SURFACE MOTION
 NM1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1338+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2013
 NM1338
 NM1338  HISTORY     - Date     Condition        Report By
 NM1338  HISTORY     - 1935     MONUMENTED       CGS
 NM1338  HISTORY     - 1981     GOOD             LOCSUR
 NM1338  HISTORY     - 20130429 GOOD             JEOCON
 NM1338
 NM1338                          STATION DESCRIPTION
 NM1338
 NM1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1338'0.2 MI E FROM BATTLE CREEK.
 NM1338'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN AND
 NM1338'NORFOLK, 252 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO.
 NM1338'8, 48.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 31.0
 NM1338'FEET WEST OF THE CENTER LINE OF THE FIRST PAVED STREET ON THE
 NM1338'EAST EDGE OF TOWN, 19.0 FEET SOUTHEAST OF THE CORNER RIGHT OF
 NM1338'WAY POST.
 NM1338
 NM1338                          STATION RECOVERY (1981)
 NM1338
 NM1338'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1338'RECOVERED IN GOOD CONDITION.
 NM1338
 NM1338                          STATION RECOVERY (2013)
 NM1338
 NM1338'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1338'REAL TIME NETWORK VRS OBSERVATION.
 NM1338'N42 00'10.46830''   W97 35'44.87918''
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0307 ***********************************************************************
 LG0307  DESIGNATION -  W 13
 LG0307  PID         -  LG0307
 LG0307  STATE/COUNTY-  NE/LANCASTER
 LG0307  COUNTRY     -  US
 LG0307  USGS QUAD   -  LINCOLN (2017)
 LG0307
 LG0307                         *CURRENT SURVEY CONTROL
 LG0307  ______________________________________________________________________
 LG0307* NAD 83(1986) POSITION- 40 48 52.85   (N) 096 42 40.74   (W)   HD_HELD1
 LG0307* NAVD 88 ORTHO HEIGHT -   352.071 (meters)     1155.09  (feet) ADJUSTED
 LG0307  ______________________________________________________________________
 LG0307  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 LG0307  DYNAMIC HEIGHT  -        351.915 (meters)     1154.57  (feet) COMP
 LG0307  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 LG0307
 LG0307  VERT ORDER      -  FIRST     CLASS II
 LG0307
 LG0307.The horizontal coordinates were determined by differentially corrected
 LG0307.hand held GPS observations or other comparable positioning techniques
 LG0307.and have an estimated accuracy of +/- 3 meters.
 LG0307
 LG0307.The orthometric height was determined by differential leveling and
 LG0307.adjusted by the NATIONAL GEODETIC SURVEY
 LG0307.in June 1991.
 LG0307
 LG0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0307.GEOID18 height accuracy estimate available here.
 LG0307
 LG0307.Click photographs - Photos may exist for this station.
 LG0307
 LG0307.The dynamic height is computed by dividing the NAVD 88
 LG0307.geopotential number by the normal gravity value computed on the
 LG0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0307.degrees latitude (g = 980.6199 gals.).
 LG0307
 LG0307.The modeled gravity was interpolated from observed gravity values.
 LG0307
 LG0307;                    North         East    Units  Estimated Accuracy
 LG0307;SPC NE       -   114,231.8     777,325.9     MT  (+/- 3 meters HH1 GPS) 
 LG0307
 LG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9302720705(NAD 83)
 LG0307
 LG0307                          SUPERSEDED SURVEY CONTROL
 LG0307
 LG0307  NGVD 29 (??/??/92)  351.972  (m)         1154.76   (f) ADJ UNCH    1 2
 LG0307
 LG0307.Superseded values are not recommended for survey control.
 LG0307
 LG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0307.See file dsdata.pdf to determine how the superseded data were derived.
 LG0307
 LG0307_MARKER: DB = BENCH MARK DISK
 LG0307_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG0307_SP_SET: BUILDING
 LG0307_STAMPING: W 13 1933 1154.286
 LG0307_MARK LOGO: CGS
 LG0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0307+STABILITY: POSITION/ELEVATION WELL
 LG0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0307+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 LG0307
 LG0307  HISTORY     - Date     Condition        Report By
 LG0307  HISTORY     - 1933     MONUMENTED       CGS
 LG0307  HISTORY     - 1940     GOOD             CGS
 LG0307  HISTORY     - 1990     GOOD             USPSQD
 LG0307  HISTORY     - 19911022 GOOD             NGS
 LG0307  HISTORY     - 20020813 GOOD             USPSQD
 LG0307  HISTORY     - 20030814 GOOD             USPSQD
 LG0307  HISTORY     - 20050207 GOOD             GEOCAC
 LG0307
 LG0307                          STATION DESCRIPTION
 LG0307
 LG0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0307'AT LINCOLN.
 LG0307'AT LINCOLN, LANCASTER COUNTY, AT THE FOOT OF P STREET, AT THE
 LG0307'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, IN THE SOUTH
 LG0307'BRICK WALL, 2 FEET WEST OF THE SOUTHEAST CORNER, AND 2.5 FEET
 LG0307'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 1154.286 W 13
 LG0307'1933 AND SET VERTICALLY.
 LG0307
 LG0307                          STATION RECOVERY (1990)
 LG0307
 LG0307'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0307'RECOVERED IN GOOD CONDITION.
 LG0307
 LG0307                          STATION RECOVERY (1991)
 LG0307
 LG0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0307'IN LINCOLN, SET VERTICALLY IN THE SOUTH FACE OF LINCOLN STATION AT 201
 LG0307'NORTH 7TH STREET, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.4 M
 LG0307'(1.3 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 LG0307
 LG0307                          STATION RECOVERY (2002)
 LG0307
 LG0307'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0307'RECOVERED IN GOOD CONDITION.
 LG0307
 LG0307                          STATION RECOVERY (2003)
 LG0307
 LG0307'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0307'RECOVERED IN GOOD CONDITION.
 LG0307
 LG0307                          STATION RECOVERY (2005)
 LG0307
 LG0307'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0107 ***********************************************************************
 MK0107  DESIGNATION -  W 131
 MK0107  PID         -  MK0107
 MK0107  STATE/COUNTY-  NE/DODGE
 MK0107  COUNTRY     -  US
 MK0107  USGS QUAD   -  NICKERSON (2017)
 MK0107
 MK0107                         *CURRENT SURVEY CONTROL
 MK0107  ______________________________________________________________________
 MK0107* NAD 83(1986) POSITION- 41 34 53.     (N) 096 28 58.     (W)   SCALED
 MK0107* NAVD 88 ORTHO HEIGHT -   368.885 (meters)     1210.25  (feet) ADJUSTED
 MK0107  ______________________________________________________________________
 MK0107  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 MK0107  DYNAMIC HEIGHT  -        368.738 (meters)     1209.77  (feet) COMP
 MK0107  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 MK0107
 MK0107  VERT ORDER      -  SECOND    CLASS 0
 MK0107
 MK0107.The horizontal coordinates were scaled from a map and have
 MK0107.an estimated accuracy of +/- 6 seconds.
 MK0107
 MK0107.The orthometric height was determined by differential leveling and
 MK0107.adjusted by the NATIONAL GEODETIC SURVEY
 MK0107.in June 1991.
 MK0107
 MK0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0107.GEOID18 height accuracy estimate available here.
 MK0107
 MK0107.Click photographs - Photos may exist for this station.
 MK0107
 MK0107.The dynamic height is computed by dividing the NAVD 88
 MK0107.geopotential number by the normal gravity value computed on the
 MK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0107.degrees latitude (g = 980.6199 gals.).
 MK0107
 MK0107.The modeled gravity was interpolated from observed gravity values.
 MK0107
 MK0107;                    North         East    Units  Estimated Accuracy
 MK0107;SPC NE       -   200,040.      793,130.      MT  (+/- 180 meters Scaled)
 MK0107
 MK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098063(NAD 83)
 MK0107
 MK0107                          SUPERSEDED SURVEY CONTROL
 MK0107
 MK0107  NGVD 29 (??/??/92)  368.752  (m)         1209.81   (f) ADJ UNCH    2 0
 MK0107
 MK0107.Superseded values are not recommended for survey control.
 MK0107
 MK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0107.See file dsdata.pdf to determine how the superseded data were derived.
 MK0107
 MK0107_MARKER: DB = BENCH MARK DISK
 MK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0107_STAMPING: W 131 1934
 MK0107_MARK LOGO: CGS
 MK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0107+STABILITY: SURFACE MOTION
 MK0107
 MK0107  HISTORY     - Date     Condition        Report By
 MK0107  HISTORY     - 1934     MONUMENTED       CGS
 MK0107  HISTORY     - 1941     GOOD             CGS
 MK0107
 MK0107                          STATION DESCRIPTION
 MK0107
 MK0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MK0107'2.3 MI S FROM WINSLOW.
 MK0107'2.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0107'THE STATION AT WINSLOW, DODGE COUNTY, 136 FEET SOUTH OF THE CENTERLINE
 MK0107'OF A CROSS ROAD, 81 FEET SOUTHWEST OF THE SOUTH END OF A TRESTLE
 MK0107'16-1/2, 39 FEET WEST OF THE WEST RAIL, 10 FEET EAST OF A FENCE
 MK0107'LINE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 MK0107'W 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1099 ***********************************************************************
 MK1099  DESIGNATION -  W 132
 MK1099  PID         -  MK1099
 MK1099  STATE/COUNTY-  NE/DODGE
 MK1099  COUNTRY     -  US
 MK1099  USGS QUAD   -  SNYDER (2017)
 MK1099
 MK1099                         *CURRENT SURVEY CONTROL
 MK1099  ______________________________________________________________________
 MK1099* NAD 83(1986) POSITION- 41 42 07.     (N) 096 47 07.     (W)   SCALED
 MK1099* NAVD 88 ORTHO HEIGHT -   400.253 (meters)     1313.16  (feet) ADJUSTED
 MK1099  ______________________________________________________________________
 MK1099  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 MK1099  DYNAMIC HEIGHT  -        400.098 (meters)     1312.65  (feet) COMP
 MK1099  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 MK1099
 MK1099  VERT ORDER      -  SECOND    CLASS 0
 MK1099
 MK1099.The horizontal coordinates were scaled from a map and have
 MK1099.an estimated accuracy of +/- 6 seconds.
 MK1099
 MK1099.The orthometric height was determined by differential leveling and
 MK1099.adjusted by the NATIONAL GEODETIC SURVEY
 MK1099.in June 1991.
 MK1099
 MK1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1099.GEOID18 height accuracy estimate available here.
 MK1099
 MK1099.Click photographs - Photos may exist for this station.
 MK1099
 MK1099.The dynamic height is computed by dividing the NAVD 88
 MK1099.geopotential number by the normal gravity value computed on the
 MK1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1099.degrees latitude (g = 980.6199 gals.).
 MK1099
 MK1099.The modeled gravity was interpolated from observed gravity values.
 MK1099
 MK1099;                    North         East    Units  Estimated Accuracy
 MK1099;SPC NE       -   212,440.      767,430.      MT  (+/- 180 meters Scaled)
 MK1099
 MK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM842190(NAD 83)
 MK1099
 MK1099                          SUPERSEDED SURVEY CONTROL
 MK1099
 MK1099  NGVD 29 (??/??/92)  400.100  (m)         1312.66   (f) ADJ UNCH    2 0
 MK1099
 MK1099.Superseded values are not recommended for survey control.
 MK1099
 MK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1099.See file dsdata.pdf to determine how the superseded data were derived.
 MK1099
 MK1099_MARKER: DB = BENCH MARK DISK
 MK1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1099_STAMPING: W 132 1935
 MK1099_MARK LOGO: CGS
 MK1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1099+STABILITY: SURFACE MOTION
 MK1099
 MK1099  HISTORY     - Date     Condition        Report By
 MK1099  HISTORY     - 1935     MONUMENTED       CGS
 MK1099  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1099
 MK1099                          STATION DESCRIPTION
 MK1099
 MK1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1099'AT SNYDER.
 MK1099'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1099'AND HUMPHREY, 365 FEET EAST OF THE EAST END OF DEPOT, 44 FEET
 MK1099'NORTHEAST OF THE CENTER LINE OF CROSSROAD, 23.0 FEET NORTH OF
 MK1099'THE NORTH RAIL.  NOTE-- THE LANDOWNER STATES, HE HAS OWNED THE
 MK1099'FARM WHERE THE BM PLOTS, SINCE 1940 AND HE HAS NEVER SEEN THE BM.
 MK1099
 MK1099                          STATION RECOVERY (1965)
 MK1099
 MK1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0946 ***********************************************************************
 MK0946  DESIGNATION -  W 133
 MK0946  PID         -  MK0946
 MK0946  STATE/COUNTY-  NE/SAUNDERS
 MK0946  COUNTRY     -  US
 MK0946  USGS QUAD   -  COLON (2017)
 MK0946
 MK0946                         *CURRENT SURVEY CONTROL
 MK0946  ______________________________________________________________________
 MK0946* NAD 83(1986) POSITION- 41 20 56.     (N) 096 36 37.     (W)   SCALED
 MK0946* NAVD 88 ORTHO HEIGHT -   390.984 (meters)     1282.75  (feet) ADJUSTED
 MK0946  ______________________________________________________________________
 MK0946  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 MK0946  DYNAMIC HEIGHT  -        390.804 (meters)     1282.16  (feet) COMP
 MK0946  MODELED GRAVITY -    980,153.0   (mgal)                       NAVD 88
 MK0946
 MK0946  VERT ORDER      -  SECOND    CLASS 0
 MK0946
 MK0946.The horizontal coordinates were scaled from a map and have
 MK0946.an estimated accuracy of +/- 6 seconds.
 MK0946
 MK0946.The orthometric height was determined by differential leveling and
 MK0946.adjusted by the NATIONAL GEODETIC SURVEY
 MK0946.in June 1991.
 MK0946
 MK0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0946.GEOID18 height accuracy estimate available here.
 MK0946
 MK0946.Click photographs - Photos may exist for this station.
 MK0946
 MK0946.The dynamic height is computed by dividing the NAVD 88
 MK0946.geopotential number by the normal gravity value computed on the
 MK0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0946.degrees latitude (g = 980.6199 gals.).
 MK0946
 MK0946.The modeled gravity was interpolated from observed gravity values.
 MK0946
 MK0946;                    North         East    Units  Estimated Accuracy
 MK0946;SPC NE       -   173,820.      783,520.      MT  (+/- 180 meters Scaled)
 MK0946
 MK0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL999802(NAD 83)
 MK0946
 MK0946                          SUPERSEDED SURVEY CONTROL
 MK0946
 MK0946  NGVD 29 (??/??/92)  390.831  (m)         1282.25   (f) ADJ UNCH    2 0
 MK0946
 MK0946.Superseded values are not recommended for survey control.
 MK0946
 MK0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0946.See file dsdata.pdf to determine how the superseded data were derived.
 MK0946
 MK0946_MARKER: DB = BENCH MARK DISK
 MK0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0946_STAMPING: W 133 1935
 MK0946_MARK LOGO: CGS
 MK0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0946+STABILITY: SURFACE MOTION
 MK0946
 MK0946  HISTORY     - Date     Condition        Report By
 MK0946  HISTORY     - 1935     MONUMENTED       CGS
 MK0946
 MK0946                          STATION DESCRIPTION
 MK0946
 MK0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0946'3.4 MI S FROM CEDAR BLUFFS.
 MK0946'3.4 MILES SOUTH OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0946'WESTERN RAILWAY BETWEEN WAHOO AND AMES, NEBRASKA, 89 FEET WEST
 MK0946'OF MILE POST 13.  25 RAILS SOUTH OF ROAD CROSSING, 44.5 FEET
 MK0946'WEST OF WEST RAIL, 4 FEET EAST OF FENCE, AND ABOUT 2 FEET
 MK0946'ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0663 ***********************************************************************
 LG0663  DESIGNATION -  W 134
 LG0663  PID         -  LG0663
 LG0663  STATE/COUNTY-  NE/HAMILTON
 LG0663  COUNTRY     -  US
 LG0663  USGS QUAD   -  STOCKHAM (2017)
 LG0663
 LG0663                         *CURRENT SURVEY CONTROL
 LG0663  ______________________________________________________________________
 LG0663* NAD 83(1986) POSITION- 40 44 47.     (N) 097 59 50.     (W)   SCALED
 LG0663* NAVD 88 ORTHO HEIGHT -   540.996 (meters)     1774.92  (feet) ADJUSTED
 LG0663  ______________________________________________________________________
 LG0663  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 LG0663  DYNAMIC HEIGHT  -        540.707 (meters)     1773.97  (feet) COMP
 LG0663  MODELED GRAVITY -    980,072.4   (mgal)                       NAVD 88
 LG0663
 LG0663  VERT ORDER      -  SECOND    CLASS 0
 LG0663
 LG0663.The horizontal coordinates were scaled from a map and have
 LG0663.an estimated accuracy of +/- 6 seconds.
 LG0663
 LG0663.The orthometric height was determined by differential leveling and
 LG0663.adjusted by the NATIONAL GEODETIC SURVEY
 LG0663.in June 1991.
 LG0663
 LG0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0663.GEOID18 height accuracy estimate available here.
 LG0663
 LG0663.Click photographs - Photos may exist for this station.
 LG0663
 LG0663.The dynamic height is computed by dividing the NAVD 88
 LG0663.geopotential number by the normal gravity value computed on the
 LG0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0663.degrees latitude (g = 980.6199 gals.).
 LG0663
 LG0663.The modeled gravity was interpolated from observed gravity values.
 LG0663
 LG0663;                    North         East    Units  Estimated Accuracy
 LG0663;SPC NE       -   103,330.      669,090.      MT  (+/- 180 meters Scaled)
 LG0663
 LG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL846110(NAD 83)
 LG0663
 LG0663                          SUPERSEDED SURVEY CONTROL
 LG0663
 LG0663  NGVD 29 (??/??/92)  540.773  (m)         1774.19   (f) ADJ UNCH    2 0
 LG0663
 LG0663.Superseded values are not recommended for survey control.
 LG0663
 LG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0663.See file dsdata.pdf to determine how the superseded data were derived.
 LG0663
 LG0663_MARKER: DB = BENCH MARK DISK
 LG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0663_STAMPING: W 134 1935
 LG0663_MARK LOGO: CGS
 LG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0663+STABILITY: SURFACE MOTION
 LG0663
 LG0663  HISTORY     - Date     Condition        Report By
 LG0663  HISTORY     - 1935     MONUMENTED       CGS
 LG0663
 LG0663                          STATION DESCRIPTION
 LG0663
 LG0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0663'8.1 MI S FROM AURORA.
 LG0663'8.1 MILES SOUTH OF C.B. AND Q. CROSSING BY HIGHWAY.  ALONG
 LG0663'NEBRASKA STATE HIGHWAY NUMBER 14 BETWEEN AURORA AND SARONVILLE,
 LG0663'0.2 MILE NORTH OF LEE MASTERS FARM HOUSE, 30 FEET EAST OF
 LG0663'CENTER LINE OF HIGHWAY, 2 FEET WEST OF TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0664 ***********************************************************************
 LG0664  DESIGNATION -  W 134 RESET
 LG0664  PID         -  LG0664
 LG0664  STATE/COUNTY-  NE/HAMILTON
 LG0664  COUNTRY     -  US
 LG0664  USGS QUAD   -  STOCKHAM (2017)
 LG0664
 LG0664                         *CURRENT SURVEY CONTROL
 LG0664  ______________________________________________________________________
 LG0664* NAD 83(1986) POSITION- 40 44 47.     (N) 097 59 50.     (W)   SCALED
 LG0664* NAVD 88 ORTHO HEIGHT -   540.48  (meters)     1773.2   (feet) RESET
 LG0664  ______________________________________________________________________
 LG0664  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 LG0664  VERT ORDER      -  THIRD
 LG0664
 LG0664.The horizontal coordinates were scaled from a map and have
 LG0664.an estimated accuracy of +/- 6 seconds.
 LG0664
 LG0664.The orthometric height was computed from unverified reset data.
 LG0664
 LG0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0664.GEOID18 height accuracy estimate available here.
 LG0664
 LG0664.Click photographs - Photos may exist for this station.
 LG0664
 LG0664;                    North         East    Units  Estimated Accuracy
 LG0664;SPC NE       -   103,330.      669,090.      MT  (+/- 180 meters Scaled)
 LG0664
 LG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL846110(NAD 83)
 LG0664
 LG0664                          SUPERSEDED SURVEY CONTROL
 LG0664
 LG0664  NGVD 29 (??/??/??)  540.26   (m)         1772.5    (f) RESET       3  
 LG0664
 LG0664.Superseded values are not recommended for survey control.
 LG0664
 LG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0664.See file dsdata.pdf to determine how the superseded data were derived.
 LG0664
 LG0664_MARKER: DB = BENCH MARK DISK
 LG0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0664_STAMPING: W 134 RESET 1951
 LG0664_MARK LOGO: CGS
 LG0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0664+STABILITY: SURFACE MOTION
 LG0664
 LG0664  HISTORY     - Date     Condition        Report By
 LG0664  HISTORY     - 1951     MONUMENTED       NEDR
 LG0664  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0664
 LG0664                          STATION DESCRIPTION
 LG0664
 LG0664'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1951
 LG0664'8.1 MI S FROM AURORA.
 LG0664'8.1 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE CROSSING OF
 LG0664'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT AURORA, HAMILTON
 LG0664'COUNTY, 0.2 MILE NORTH OF THE LEE MASTER FARMHOUSE, AND 50
 LG0664'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 LG0664'STAMPED W 134 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
 LG0664
 LG0664                          STATION RECOVERY (1965)
 LG0664
 LG0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0664'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1522 ***********************************************************************
 MK1522  DESIGNATION -  W 135
 MK1522  PID         -  MK1522
 MK1522  STATE/COUNTY-  NE/POLK
 MK1522  COUNTRY     -  US
 MK1522  USGS QUAD   -  STROMSBURG (2017)
 MK1522
 MK1522                         *CURRENT SURVEY CONTROL
 MK1522  ______________________________________________________________________
 MK1522* NAD 83(1986) POSITION- 41 06 18.     (N) 097 36 16.     (W)   SCALED
 MK1522* NAVD 88 ORTHO HEIGHT -   496.211 (meters)     1627.99  (feet) ADJUSTED
 MK1522  ______________________________________________________________________
 MK1522  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 MK1522  DYNAMIC HEIGHT  -        495.966 (meters)     1627.18  (feet) COMP
 MK1522  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 MK1522
 MK1522  VERT ORDER      -  SECOND    CLASS 0
 MK1522
 MK1522.The horizontal coordinates were scaled from a map and have
 MK1522.an estimated accuracy of +/- 6 seconds.
 MK1522
 MK1522.The orthometric height was determined by differential leveling and
 MK1522.adjusted by the NATIONAL GEODETIC SURVEY
 MK1522.in June 1991.
 MK1522
 MK1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1522.GEOID18 height accuracy estimate available here.
 MK1522
 MK1522.Click photographs - Photos may exist for this station.
 MK1522
 MK1522.The dynamic height is computed by dividing the NAVD 88
 MK1522.geopotential number by the normal gravity value computed on the
 MK1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1522.degrees latitude (g = 980.6199 gals.).
 MK1522
 MK1522.The modeled gravity was interpolated from observed gravity values.
 MK1522
 MK1522;                    North         East    Units  Estimated Accuracy
 MK1522;SPC NE       -   143,980.      701,140.      MT  (+/- 180 meters Scaled)
 MK1522
 MK1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL171513(NAD 83)
 MK1522
 MK1522                          SUPERSEDED SURVEY CONTROL
 MK1522
 MK1522  NGVD 29 (??/??/92)  496.009  (m)         1627.32   (f) ADJ UNCH    2 0
 MK1522
 MK1522.Superseded values are not recommended for survey control.
 MK1522
 MK1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1522.See file dsdata.pdf to determine how the superseded data were derived.
 MK1522
 MK1522_MARKER: DB = BENCH MARK DISK
 MK1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1522_STAMPING: W 135 1935
 MK1522_MARK LOGO: CGS
 MK1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1522+STABILITY: SURFACE MOTION
 MK1522
 MK1522  HISTORY     - Date     Condition        Report By
 MK1522  HISTORY     - 1935     MONUMENTED       CGS
 MK1522  HISTORY     - 1950     GOOD             CGS
 MK1522  HISTORY     - 1964     MARK NOT FOUND   USGS
 MK1522
 MK1522                          STATION DESCRIPTION
 MK1522
 MK1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1522'0.8 MI SW FROM STROMSBURG.
 MK1522'0.5 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE CITY PARK AT
 MK1522'STROMSBURG, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, AT AN
 MK1522'INTERSECTION WITH THE OLD CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1522'BED, ABOUT 50 FEET WEST OF THE OLD RAILROAD BED, 36 FEET SOUTH
 MK1522'OF THE CENTER LINE OF THE ROAD, 5 FEET NORTHWEST OF A TELEPHONE
 MK1522'POLE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1522'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 MK1522
 MK1522                          STATION RECOVERY (1964)
 MK1522
 MK1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1522'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0256 ***********************************************************************
 ML0256  DESIGNATION -  W 136
 ML0256  PID         -  ML0256
 ML0256  STATE/COUNTY-  NE/MERRICK
 ML0256  COUNTRY     -  US
 ML0256  USGS QUAD   -  HORD (2017)
 ML0256
 ML0256                         *CURRENT SURVEY CONTROL
 ML0256  ______________________________________________________________________
 ML0256* NAD 83(1986) POSITION- 41 08 35.     (N) 098 00 06.     (W)   SCALED
 ML0256* NAVD 88 ORTHO HEIGHT -   514.745 (meters)     1688.79  (feet) ADJUSTED
 ML0256  ______________________________________________________________________
 ML0256  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 ML0256  DYNAMIC HEIGHT  -        514.493 (meters)     1687.97  (feet) COMP
 ML0256  MODELED GRAVITY -    980,117.1   (mgal)                       NAVD 88
 ML0256
 ML0256  VERT ORDER      -  SECOND    CLASS 0
 ML0256
 ML0256.The horizontal coordinates were scaled from a map and have
 ML0256.an estimated accuracy of +/- 6 seconds.
 ML0256
 ML0256.The orthometric height was determined by differential leveling and
 ML0256.adjusted by the NATIONAL GEODETIC SURVEY
 ML0256.in June 1991.
 ML0256
 ML0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0256.GEOID18 height accuracy estimate available here.
 ML0256
 ML0256.Click photographs - Photos may exist for this station.
 ML0256
 ML0256.The dynamic height is computed by dividing the NAVD 88
 ML0256.geopotential number by the normal gravity value computed on the
 ML0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0256.degrees latitude (g = 980.6199 gals.).
 ML0256
 ML0256.The modeled gravity was interpolated from observed gravity values.
 ML0256
 ML0256;                    North         East    Units  Estimated Accuracy
 ML0256;SPC NE       -   147,350.      667,700.      MT  (+/- 180 meters Scaled)
 ML0256
 ML0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837551(NAD 83)
 ML0256
 ML0256                          SUPERSEDED SURVEY CONTROL
 ML0256
 ML0256  NGVD 29 (??/??/92)  514.515  (m)         1688.04   (f) ADJ UNCH    2 0
 ML0256
 ML0256.Superseded values are not recommended for survey control.
 ML0256
 ML0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0256.See file dsdata.pdf to determine how the superseded data were derived.
 ML0256
 ML0256_MARKER: DB = BENCH MARK DISK
 ML0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0256_STAMPING: W 136 1935
 ML0256_MARK LOGO: CGS
 ML0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0256+STABILITY: SURFACE MOTION
 ML0256
 ML0256  HISTORY     - Date     Condition        Report By
 ML0256  HISTORY     - 1935     MONUMENTED       CGS
 ML0256  HISTORY     - 1950     GOOD             CGS
 ML0256
 ML0256                          STATION DESCRIPTION
 ML0256
 ML0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0256'2 MI NE FROM CENTRAL CITY.
 ML0256'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0256'AT CENTRAL CITY, THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0256'78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 ML0256'56 FEET EAST OF AN ELM TREE, 43 FEET SOUTH OF A POWER POLE,
 ML0256'35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST
 ML0256'OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0256'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0258 ***********************************************************************
 ML0258  DESIGNATION -  W 136 RESET
 ML0258  PID         -  ML0258
 ML0258  STATE/COUNTY-  NE/MERRICK
 ML0258  COUNTRY     -  US
 ML0258  USGS QUAD   -  HORD (2017)
 ML0258
 ML0258                         *CURRENT SURVEY CONTROL
 ML0258  ______________________________________________________________________
 ML0258* NAD 83(1986) POSITION- 41 08 35.     (N) 098 00 06.     (W)   SCALED
 ML0258* NAVD 88 ORTHO HEIGHT -   514.81  (+/-2cm)     1689.0   (feet) VERTCON
 ML0258  ______________________________________________________________________
 ML0258  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 ML0258  VERT ORDER      -  THIRD (See Below)
 ML0258
 ML0258.The horizontal coordinates were scaled from a map and have
 ML0258.an estimated accuracy of +/- 6 seconds.
 ML0258
 ML0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0258
 ML0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0258.GEOID18 height accuracy estimate available here.
 ML0258
 ML0258.The vertical order pertains to the NGVD 29 superseded value.
 ML0258
 ML0258.Click photographs - Photos may exist for this station.
 ML0258
 ML0258;                    North         East    Units  Estimated Accuracy
 ML0258;SPC NE       -   147,350.      667,700.      MT  (+/- 180 meters Scaled)
 ML0258
 ML0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837551(NAD 83)
 ML0258
 ML0258                          SUPERSEDED SURVEY CONTROL
 ML0258
 ML0258  NGVD 29 (01/31/13)  514.58   (m)         1688.3    (f) RESET       3  
 ML0258
 ML0258.Superseded values are not recommended for survey control.
 ML0258
 ML0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0258.See file dsdata.pdf to determine how the superseded data were derived.
 ML0258
 ML0258_MARKER: DV = VERTICAL CONTROL DISK
 ML0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0258_STAMPING: W 136 RESET 1961 1975
 ML0258_MARK LOGO: NGS
 ML0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0258+STABILITY: SURFACE MOTION
 ML0258
 ML0258  HISTORY     - Date     Condition        Report By
 ML0258  HISTORY     - 1975     MONUMENTED       NGS
 ML0258  HISTORY     - 20070926 GOOD             NEDR
 ML0258
 ML0258                          STATION DESCRIPTION
 ML0258
 ML0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ML0258'2 MI N FROM CENTRAL CITY.
 ML0258'1.55 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 ML0258'OF HIGHWAY 14 AND 10TH STREET AT THE NORTH EDGE OF CENTRAL
 ML0258'CITY, 127.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 ML0258'FARMHOUSE 55 FEET WEST OF THE CENTER OF HIGHWAY 14, 6.6 FEET
 ML0258'SOUTHEAST OF THE SOUTHEAST CORNER OF A STOCK BARN AND 0.9 FOOT
 ML0258'SOUTH OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH
 ML0258'MARK SET FLUSH WITH THE GROUND AND STAMPED W 136 RESET 1961 1975.
 ML0258
 ML0258                          STATION RECOVERY (2007)
 ML0258
 ML0258'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DAK)
 ML0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0259 ***********************************************************************
 ML0259  DESIGNATION -  W 136 RESET
 ML0259  PID         -  ML0259
 ML0259  STATE/COUNTY-  NE/MERRICK
 ML0259  COUNTRY     -  US
 ML0259  USGS QUAD   -  HORD (2017)
 ML0259
 ML0259                         *CURRENT SURVEY CONTROL
 ML0259  ______________________________________________________________________
 ML0259* NAD 83(1986) POSITION- 41 08 35.     (N) 098 00 06.     (W)   SCALED
 ML0259* NAVD 88 ORTHO HEIGHT -   515.16  (meters)     1690.2   (feet) RESET
 ML0259  ______________________________________________________________________
 ML0259  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 ML0259  VERT ORDER      -  THIRD
 ML0259
 ML0259.The horizontal coordinates were scaled from a map and have
 ML0259.an estimated accuracy of +/- 6 seconds.
 ML0259
 ML0259.The orthometric height was computed from unverified reset data.
 ML0259
 ML0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0259.GEOID18 height accuracy estimate available here.
 ML0259
 ML0259.Click photographs - Photos may exist for this station.
 ML0259
 ML0259;                    North         East    Units  Estimated Accuracy
 ML0259;SPC NE       -   147,350.      667,700.      MT  (+/- 180 meters Scaled)
 ML0259
 ML0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837551(NAD 83)
 ML0259
 ML0259                          SUPERSEDED SURVEY CONTROL
 ML0259
 ML0259  NGVD 29 (??/??/??)  514.93   (m)         1689.4    (f) RESET       3  
 ML0259
 ML0259.Superseded values are not recommended for survey control.
 ML0259
 ML0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0259.See file dsdata.pdf to determine how the superseded data were derived.
 ML0259
 ML0259_MARKER: DB = BENCH MARK DISK
 ML0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0259_STAMPING: W 136 RESET 1961
 ML0259_MARK LOGO: CGS
 ML0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0259+STABILITY: SURFACE MOTION
 ML0259
 ML0259  HISTORY     - Date     Condition        Report By
 ML0259  HISTORY     - 1961     MONUMENTED       CGS
 ML0259  HISTORY     - 1975     GOOD             NGS
 ML0259
 ML0259                          STATION DESCRIPTION
 ML0259
 ML0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0259'1.8 MI N FROM CENTRAL CITY.
 ML0259'1.8 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE UNION PACIFIC
 ML0259'RAILROAD CROSSING AT CENTRAL CITY, 49 FEET EAST-NORTHEAST OF THE
 ML0259'NORTHEAST CORNER OF DAVID L. WALKERS HOUSE, 41 FEET WEST OF THE
 ML0259'CENTERLINE OF STATE HIGHWAY 14, 12 FEET SOUTH OF THE CENTER
 ML0259'OF DRIVEWAY, 5 FEET SOUTH OF THE SOUTH GATE POST, 2 FEET NORTH
 ML0259'OF WITNESS POST, AND 1 FOOT EAST OF FENCE, AND SET IN THE TOP OF
 ML0259'A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 ML0259
 ML0259                          STATION RECOVERY (1975)
 ML0259
 ML0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ML0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0708 ***********************************************************************
 LG0708  DESIGNATION -  W 137
 LG0708  PID         -  LG0708
 LG0708  STATE/COUNTY-  NE/YORK
 LG0708  COUNTRY     -  US
 LG0708  USGS QUAD   -  YORK SOUTH (2017)
 LG0708
 LG0708                         *CURRENT SURVEY CONTROL
 LG0708  ______________________________________________________________________
 LG0708* NAD 83(1986) POSITION- 40 52 21.00   (N) 097 35 08.67   (W)   HD_HELD1
 LG0708* NAVD 88 ORTHO HEIGHT -   502.323 (meters)     1648.04  (feet) ADJUSTED
 LG0708  ______________________________________________________________________
 LG0708  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 LG0708  DYNAMIC HEIGHT  -        502.058 (meters)     1647.17  (feet) COMP
 LG0708  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LG0708
 LG0708  VERT ORDER      -  SECOND    CLASS 0
 LG0708
 LG0708.The horizontal coordinates were determined by differentially corrected
 LG0708.hand held GPS observations or other comparable positioning techniques
 LG0708.and have an estimated accuracy of +/- 3 meters.
 LG0708
 LG0708.The orthometric height was determined by differential leveling and
 LG0708.adjusted by the NATIONAL GEODETIC SURVEY
 LG0708.in June 1991.
 LG0708
 LG0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0708.GEOID18 height accuracy estimate available here.
 LG0708
 LG0708.Click photographs - Photos may exist for this station.
 LG0708
 LG0708.The dynamic height is computed by dividing the NAVD 88
 LG0708.geopotential number by the normal gravity value computed on the
 LG0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0708.degrees latitude (g = 980.6199 gals.).
 LG0708
 LG0708.The modeled gravity was interpolated from observed gravity values.
 LG0708
 LG0708;                    North         East    Units  Estimated Accuracy
 LG0708;SPC NE       -   118,216.3     703,431.4     MT  (+/- 3 meters HH1 GPS) 
 LG0708
 LG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1917125566(NAD 83)
 LG0708
 LG0708                          SUPERSEDED SURVEY CONTROL
 LG0708
 LG0708  NGVD 29 (??/??/92)  502.127  (m)         1647.40   (f) ADJ UNCH    2 0
 LG0708
 LG0708.Superseded values are not recommended for survey control.
 LG0708
 LG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0708.See file dsdata.pdf to determine how the superseded data were derived.
 LG0708
 LG0708_MARKER: DB = BENCH MARK DISK
 LG0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0708_STAMPING: W 137 1935
 LG0708_MARK LOGO: CGS
 LG0708_PROJECTION: PROJECTING 10 CENTIMETERS
 LG0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0708+STABILITY: SURFACE MOTION
 LG0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0708+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2023
 LG0708
 LG0708  HISTORY     - Date     Condition        Report By
 LG0708  HISTORY     - 1935     MONUMENTED       CGS
 LG0708  HISTORY     - 1938     GOOD             CGS
 LG0708  HISTORY     - 20090514 GOOD             GEOCAC
 LG0708  HISTORY     - 20230616 GOOD             USPSQD
 LG0708
 LG0708                          STATION DESCRIPTION
 LG0708
 LG0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0708'AT YORK.
 LG0708'AT YORK, YORK COUNTY, AT THE HIGH SCHOOL, 216 FEET SOUTHEAST
 LG0708'OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE SOUTHEAST
 LG0708'CORNER OF THE SCHOOLYARD, 33 FEET NORTH OF THE CENTER LINE OF EAST
 LG0708'ELEVENTH STREET, AND 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LG0708'HEDGE.  A STANDARD DISK, STAMPED W 137 1935 AND SET IN THE TOP
 LG0708'OF A CONCRETE POST.
 LG0708
 LG0708                          STATION RECOVERY (1938)
 LG0708
 LG0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0708'RECOVERED IN GOOD CONDITION.
 LG0708
 LG0708                          STATION RECOVERY (2009)
 LG0708
 LG0708'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 LG0708'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 LG0708'EAST TWELFTH STREET AND ARBOR HEIGHTS DRIVE, 216 FEET SOUTHEAST OF THE
 LG0708'SOUTHEAST CORNER OF THE YORK MIDDLE SCHOOL, IN A CONCRETE MONUMENT
 LG0708'THAT PROJECTS FOUR INCHES, UNDER A HEDGE.
 LG0708
 LG0708                          STATION RECOVERY (2023)
 LG0708
 LG0708'RECOVERY NOTE BY US POWER SQUADRON 2023 (DLG)
 LG0708'THE HEDGE IS NO LONGER THERE.  MARK IS 9.5 FT (2.9 M) FROM A SIDEWALK
 LG0708'AND 11.2 FT (3.4 M) FROM A STREET LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0133 ***********************************************************************
 ML0133  DESIGNATION -  W 138
 ML0133  PID         -  ML0133
 ML0133  STATE/COUNTY-  NE/MERRICK
 ML0133  COUNTRY     -  US
 ML0133  USGS QUAD   -  CHAPMAN (2017)
 ML0133
 ML0133                         *CURRENT SURVEY CONTROL
 ML0133  ______________________________________________________________________
 ML0133* NAD 83(1986) POSITION- 41 02 30.     (N) 098 07 35.     (W)   SCALED
 ML0133* NAVD 88 ORTHO HEIGHT -   535.057 (meters)     1755.43  (feet) ADJUSTED
 ML0133  ______________________________________________________________________
 ML0133  GEOID HEIGHT    -        -25.254 (meters)                     GEOID18
 ML0133  DYNAMIC HEIGHT  -        534.784 (meters)     1754.54  (feet) COMP
 ML0133  MODELED GRAVITY -    980,096.9   (mgal)                       NAVD 88
 ML0133
 ML0133  VERT ORDER      -  SECOND    CLASS 0
 ML0133
 ML0133.The horizontal coordinates were scaled from a map and have
 ML0133.an estimated accuracy of +/- 6 seconds.
 ML0133
 ML0133.The orthometric height was determined by differential leveling and
 ML0133.adjusted by the NATIONAL GEODETIC SURVEY
 ML0133.in June 1991.
 ML0133
 ML0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0133.GEOID18 height accuracy estimate available here.
 ML0133
 ML0133.Click photographs - Photos may exist for this station.
 ML0133
 ML0133.The dynamic height is computed by dividing the NAVD 88
 ML0133.geopotential number by the normal gravity value computed on the
 ML0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0133.degrees latitude (g = 980.6199 gals.).
 ML0133
 ML0133.The modeled gravity was interpolated from observed gravity values.
 ML0133
 ML0133;                    North         East    Units  Estimated Accuracy
 ML0133;SPC NE       -   135,860.      657,480.      MT  (+/- 180 meters Scaled)
 ML0133
 ML0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL734437(NAD 83)
 ML0133
 ML0133                          SUPERSEDED SURVEY CONTROL
 ML0133
 ML0133  NGVD 29 (??/??/92)  534.825  (m)         1754.67   (f) ADJ UNCH    2 0
 ML0133
 ML0133.Superseded values are not recommended for survey control.
 ML0133
 ML0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0133.See file dsdata.pdf to determine how the superseded data were derived.
 ML0133
 ML0133_MARKER: DB = BENCH MARK DISK
 ML0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0133_STAMPING: W 138 1935
 ML0133_MARK LOGO: CGS
 ML0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0133+STABILITY: SURFACE MOTION
 ML0133
 ML0133  HISTORY     - Date     Condition        Report By
 ML0133  HISTORY     - 1935     MONUMENTED       CGS
 ML0133  HISTORY     - 1962     GOOD             USGS
 ML0133
 ML0133                          STATION DESCRIPTION
 ML0133
 ML0133'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ML0133'2.1 MI NE FROM CHAPMAN.
 ML0133'2.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0133'STATION AT CHAPMAN, MERRICK COUNTY, 11.5 FEET NORTHEAST OF
 ML0133'MILEPOST 133, 49.6 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 ML0133'HIGHWAY 30, 39.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2
 ML0133'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 ML0133'STAMPED W 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0133'NOTE-- MONUMENT WAS PREVIOUSLY REPORTED DISTURBED, INSPECTION
 ML0133'AT THIS TIME SHOWS NO SUCH EVIDENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0579 ***********************************************************************
 NM0579  DESIGNATION -  W 139
 NM0579  PID         -  NM0579
 NM0579  STATE/COUNTY-  NE/CUMING
 NM0579  COUNTRY     -  US
 NM0579  USGS QUAD   -  BANCROFT (2017)
 NM0579
 NM0579                         *CURRENT SURVEY CONTROL
 NM0579  ______________________________________________________________________
 NM0579* NAD 83(1986) POSITION- 42 02 04.     (N) 096 36 11.     (W)   SCALED
 NM0579* NAVD 88 ORTHO HEIGHT -   396.120 (meters)     1299.60  (feet) ADJUSTED
 NM0579  ______________________________________________________________________
 NM0579  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM0579  DYNAMIC HEIGHT  -        395.976 (meters)     1299.13  (feet) COMP
 NM0579  MODELED GRAVITY -    980,247.8   (mgal)                       NAVD 88
 NM0579
 NM0579  VERT ORDER      -  SECOND    CLASS 0
 NM0579
 NM0579.The horizontal coordinates were scaled from a map and have
 NM0579.an estimated accuracy of +/- 6 seconds.
 NM0579
 NM0579.The orthometric height was determined by differential leveling and
 NM0579.adjusted by the NATIONAL GEODETIC SURVEY
 NM0579.in June 1991.
 NM0579
 NM0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0579.GEOID18 height accuracy estimate available here.
 NM0579
 NM0579.Click photographs - Photos may exist for this station.
 NM0579
 NM0579.The dynamic height is computed by dividing the NAVD 88
 NM0579.geopotential number by the normal gravity value computed on the
 NM0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0579.degrees latitude (g = 980.6199 gals.).
 NM0579
 NM0579.The modeled gravity was interpolated from observed gravity values.
 NM0579
 NM0579;                    North         East    Units  Estimated Accuracy
 NM0579;SPC NE       -   249,910.      781,130.      MT  (+/- 180 meters Scaled)
 NM0579
 NM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM984563(NAD 83)
 NM0579
 NM0579                          SUPERSEDED SURVEY CONTROL
 NM0579
 NM0579  NGVD 29 (??/??/92)  395.980  (m)         1299.14   (f) ADJ UNCH    2 0
 NM0579
 NM0579.Superseded values are not recommended for survey control.
 NM0579
 NM0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0579.See file dsdata.pdf to determine how the superseded data were derived.
 NM0579
 NM0579_MARKER: DB = BENCH MARK DISK
 NM0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0579_STAMPING: W 139 1935
 NM0579_MARK LOGO: CGS
 NM0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0579+STABILITY: SURFACE MOTION
 NM0579
 NM0579  HISTORY     - Date     Condition        Report By
 NM0579  HISTORY     - 1935     MONUMENTED       CGS
 NM0579  HISTORY     - 1947     MARK NOT FOUND   CGS
 NM0579
 NM0579                          STATION DESCRIPTION
 NM0579
 NM0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0579'2.1 MI NW FROM BANCROFT.
 NM0579'2.1 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0579'AND OMAHA RAILWAY FROM THE STATION AT BANCROFT, CUMING COUNTY,
 NM0579'45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, AND
 NM0579'36.1 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 16.
 NM0579'A STANDARD DISK, STAMPED W 139 1935 AND SET IN THE TOP OF A
 NM0579'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0649 ***********************************************************************
 LG0649  DESIGNATION -  W 14
 LG0649  PID         -  LG0649
 LG0649  STATE/COUNTY-  NE/FILLMORE
 LG0649  COUNTRY     -  US
 LG0649  USGS QUAD   -  GRAFTON (2017)
 LG0649
 LG0649                         *CURRENT SURVEY CONTROL
 LG0649  ______________________________________________________________________
 LG0649* NAD 83(1986) POSITION- 40 37 39.     (N) 097 44 51.     (W)   SCALED
 LG0649* NAVD 88 ORTHO HEIGHT -   512.207 (meters)     1680.47  (feet) ADJUSTED
 LG0649  ______________________________________________________________________
 LG0649  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 LG0649  DYNAMIC HEIGHT  -        511.926 (meters)     1679.54  (feet) COMP
 LG0649  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LG0649
 LG0649  VERT ORDER      -  FIRST     CLASS II
 LG0649
 LG0649.The horizontal coordinates were scaled from a map and have
 LG0649.an estimated accuracy of +/- 6 seconds.
 LG0649
 LG0649.The orthometric height was determined by differential leveling and
 LG0649.adjusted by the NATIONAL GEODETIC SURVEY
 LG0649.in June 1991.
 LG0649
 LG0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0649.GEOID18 height accuracy estimate available here.
 LG0649
 LG0649.Click photographs - Photos may exist for this station.
 LG0649
 LG0649.The dynamic height is computed by dividing the NAVD 88
 LG0649.geopotential number by the normal gravity value computed on the
 LG0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0649.degrees latitude (g = 980.6199 gals.).
 LG0649
 LG0649.The modeled gravity was interpolated from observed gravity values.
 LG0649
 LG0649;                    North         East    Units  Estimated Accuracy
 LG0649;SPC NE       -    90,660.      690,510.      MT  (+/- 180 meters Scaled)
 LG0649
 LG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK059981(NAD 83)
 LG0649
 LG0649                          SUPERSEDED SURVEY CONTROL
 LG0649
 LG0649  NGVD 29 (??/??/92)  512.017  (m)         1679.84   (f) ADJ UNCH    1 2
 LG0649
 LG0649.Superseded values are not recommended for survey control.
 LG0649
 LG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0649.See file dsdata.pdf to determine how the superseded data were derived.
 LG0649
 LG0649_MARKER: DB = BENCH MARK DISK
 LG0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0649_STAMPING: 1679.806 W 14 1933
 LG0649_MARK LOGO: CGS
 LG0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0649+STABILITY: SURFACE MOTION
 LG0649
 LG0649  HISTORY     - Date     Condition        Report By
 LG0649  HISTORY     - 1933     MONUMENTED       CGS
 LG0649  HISTORY     - 1934     GOOD             CGS
 LG0649  HISTORY     - 1967     MARK NOT FOUND   CGS
 LG0649  HISTORY     - 20090922 MARK NOT FOUND   NEDR
 LG0649
 LG0649                          STATION DESCRIPTION
 LG0649
 LG0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0649'1.8 MI W FROM GRAFTON.
 LG0649'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0649'FROM THE STATION AT GRAFTON, FILLMORE COUNTY, 0.5 MILE WEST OF
 LG0649'MILEPOST 121, 800 FEET WEST OF CONCRETE BRIDGE 121.35, AT A
 LG0649'ROAD CROSSING, 42.4 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LG0649'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 58 FEET SOUTH OF A
 LG0649'FENCE CORNER, AND 4 FEET SOUTH OF A SMALL POLE.  A STANDARD
 LG0649'DISK, STAMPED 1679.806 W 14 1933 AND SET IN THE TOP OF A CONCRETE
 LG0649'POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0649
 LG0649                          STATION RECOVERY (1967)
 LG0649
 LG0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LG0649'MARK NOT FOUND.
 LG0649
 LG0649                          STATION RECOVERY (2009)
 LG0649
 LG0649'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 LG0649'EARTH WORK DONE IN AREA RECENTLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1085 ***********************************************************************
 MK1085  DESIGNATION -  W 140
 MK1085  PID         -  MK1085
 MK1085  STATE/COUNTY-  NE/CUMING
 MK1085  COUNTRY     -  US
 MK1085  USGS QUAD   -  BEEMER (2017)
 MK1085
 MK1085                         *CURRENT SURVEY CONTROL
 MK1085  ______________________________________________________________________
 MK1085* NAD 83(1986) POSITION- 41 57 28.     (N) 096 52 14.     (W)   SCALED
 MK1085* NAVD 88 ORTHO HEIGHT -   414.083 (meters)     1358.54  (feet) ADJUSTED
 MK1085  ______________________________________________________________________
 MK1085  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 MK1085  DYNAMIC HEIGHT  -        413.927 (meters)     1358.03  (feet) COMP
 MK1085  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 MK1085
 MK1085  VERT ORDER      -  SECOND    CLASS 0
 MK1085
 MK1085.The horizontal coordinates were scaled from a map and have
 MK1085.an estimated accuracy of +/- 6 seconds.
 MK1085
 MK1085.The orthometric height was determined by differential leveling and
 MK1085.adjusted by the NATIONAL GEODETIC SURVEY
 MK1085.in June 1991.
 MK1085
 MK1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1085.GEOID18 height accuracy estimate available here.
 MK1085
 MK1085.Click photographs - Photos may exist for this station.
 MK1085
 MK1085.The dynamic height is computed by dividing the NAVD 88
 MK1085.geopotential number by the normal gravity value computed on the
 MK1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1085.degrees latitude (g = 980.6199 gals.).
 MK1085
 MK1085.The modeled gravity was interpolated from observed gravity values.
 MK1085
 MK1085;                    North         East    Units  Estimated Accuracy
 MK1085;SPC NE       -   240,560.      759,310.      MT  (+/- 180 meters Scaled)
 MK1085
 MK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM764472(NAD 83)
 MK1085
 MK1085                          SUPERSEDED SURVEY CONTROL
 MK1085
 MK1085  NGVD 29 (??/??/92)  413.925  (m)         1358.02   (f) ADJ UNCH    2 0
 MK1085
 MK1085.Superseded values are not recommended for survey control.
 MK1085
 MK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1085.See file dsdata.pdf to determine how the superseded data were derived.
 MK1085
 MK1085_MARKER: DB = BENCH MARK DISK
 MK1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1085_STAMPING: W 140 1935
 MK1085_MARK LOGO: CGS
 MK1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1085+STABILITY: SURFACE MOTION
 MK1085
 MK1085  HISTORY     - Date     Condition        Report By
 MK1085  HISTORY     - 1935     MONUMENTED       CGS
 MK1085  HISTORY     - 1965     POOR             CGS
 MK1085
 MK1085                          STATION DESCRIPTION
 MK1085
 MK1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1085'3.7 MI NW FROM BEEMER.
 MK1085'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1085'AND PILGER, 47.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 39.5 FEET
 MK1085'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY NO. 8, 9.0 FEET
 MK1085'NORTHEAST OF MILE POST NO. 49, AND DIRECTLY OPPOSITE IT.
 MK1085
 MK1085                          STATION RECOVERY (1965)
 MK1085
 MK1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1085'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0538 ***********************************************************************
 LH0538  DESIGNATION -  W 15
 LH0538  PID         -  LH0538
 LH0538  STATE/COUNTY-  NE/BUFFALO
 LH0538  COUNTRY     -  US
 LH0538  USGS QUAD   -  ELM CREEK WEST (2017)
 LH0538
 LH0538                         *CURRENT SURVEY CONTROL
 LH0538  ______________________________________________________________________
 LH0538* NAD 83(1986) POSITION- 40 43 49.     (N) 099 23 21.     (W)   SCALED
 LH0538* NAVD 88 ORTHO HEIGHT -   695.019 (meters)     2280.24  (feet) ADJUSTED
 LH0538  ______________________________________________________________________
 LH0538  GEOID HEIGHT    -        -24.274 (meters)                     GEOID18
 LH0538  DYNAMIC HEIGHT  -        694.611 (meters)     2278.90  (feet) COMP
 LH0538  MODELED GRAVITY -    980,014.7   (mgal)                       NAVD 88
 LH0538
 LH0538  VERT ORDER      -  FIRST     CLASS II
 LH0538
 LH0538.The horizontal coordinates were scaled from a map and have
 LH0538.an estimated accuracy of +/- 6 seconds.
 LH0538
 LH0538.The orthometric height was determined by differential leveling and
 LH0538.adjusted by the NATIONAL GEODETIC SURVEY
 LH0538.in June 1991.
 LH0538
 LH0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0538.GEOID18 height accuracy estimate available here.
 LH0538
 LH0538.Click photographs - Photos may exist for this station.
 LH0538
 LH0538.The dynamic height is computed by dividing the NAVD 88
 LH0538.geopotential number by the normal gravity value computed on the
 LH0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0538.degrees latitude (g = 980.6199 gals.).
 LH0538
 LH0538.The modeled gravity was interpolated from observed gravity values.
 LH0538
 LH0538;                    North         East    Units  Estimated Accuracy
 LH0538;SPC NE       -    99,770.      551,590.      MT  (+/- 180 meters Scaled)
 LH0538
 LH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML671088(NAD 83)
 LH0538
 LH0538                          SUPERSEDED SURVEY CONTROL
 LH0538
 LH0538  NGVD 29 (??/??/92)  694.755  (m)         2279.38   (f) ADJ UNCH    1 2
 LH0538
 LH0538.Superseded values are not recommended for survey control.
 LH0538
 LH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0538.See file dsdata.pdf to determine how the superseded data were derived.
 LH0538
 LH0538_MARKER: DB = BENCH MARK DISK
 LH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0538_STAMPING: W 15 1933
 LH0538_MARK LOGO: CGS
 LH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0538+STABILITY: SURFACE MOTION
 LH0538
 LH0538  HISTORY     - Date     Condition        Report By
 LH0538  HISTORY     - 1933     MONUMENTED       CGS
 LH0538  HISTORY     - 1967     GOOD             CGS
 LH0538  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0538
 LH0538                          STATION DESCRIPTION
 LH0538
 LH0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0538'1 MI NE FROM ELM CREEK.
 LH0538'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 183 IN
 LH0538'ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO A
 LH0538'CROSSROAD.  TURN RIGHT AND GO NORTH ON OLD U.S. HIGHWAY
 LH0538'183 FOR 0.75 MILE TO THE MARK ON THE LEFT.  ABOUT 1-1/2 MILES
 LH0538'NOPRTHWEST ALONG U.S. HIGHWAY 183 FROM ELM CREEK, BUFFALO
 LH0538'COUNTY, ABOUT 3/4 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 LH0538'30, ABOUT 2-1/2 POLES NORTH OF A CROSS ROAD, ABOUT 100 FEET
 LH0538'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 46 FEET WEST OF
 LH0538'THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF A FENCE CORNER,
 LH0538'AND AT A FENCE BETWEEN A BARNYARD AND A CATTLE-FEEDING YARD.
 LH0538'A STANDARD DISK, STAMPED 2279.375 W 15 1933 AND SET IN THE
 LH0538'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0538'NOTE-- U.S. HIGHWAY 183 WAS MOVED 0.3 MILE EAST OF ITS OLD
 LH0538'LOCATION.  THE OLD TIES MENTIONED IN THE DESCRIPTION STILL
 LH0538'REMAINS.
 LH0538
 LH0538                          STATION RECOVERY (1991)
 LH0538
 LH0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0538'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0110 ***********************************************************************
 LJ0110  DESIGNATION -  W 159
 LJ0110  PID         -  LJ0110
 LJ0110  STATE/COUNTY-  NE/HAYES
 LJ0110  COUNTRY     -  US
 LJ0110  USGS QUAD   -  BURGER CANYON WEST (2017)
 LJ0110
 LJ0110                         *CURRENT SURVEY CONTROL
 LJ0110  ______________________________________________________________________
 LJ0110* NAD 83(1986) POSITION- 40 27 28.     (N) 100 57 32.     (W)   SCALED
 LJ0110* NAVD 88 ORTHO HEIGHT -   893.904 (meters)     2932.75  (feet) ADJUSTED
 LJ0110  ______________________________________________________________________
 LJ0110  GEOID HEIGHT    -        -23.145 (meters)                     GEOID18
 LJ0110  DYNAMIC HEIGHT  -        893.303 (meters)     2930.78  (feet) COMP
 LJ0110  MODELED GRAVITY -    979,923.2   (mgal)                       NAVD 88
 LJ0110
 LJ0110  VERT ORDER      -  SECOND    CLASS 0
 LJ0110
 LJ0110.The horizontal coordinates were scaled from a map and have
 LJ0110.an estimated accuracy of +/- 6 seconds.
 LJ0110
 LJ0110.The orthometric height was determined by differential leveling and
 LJ0110.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0110.in June 1991.
 LJ0110
 LJ0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0110.GEOID18 height accuracy estimate available here.
 LJ0110
 LJ0110.Click photographs - Photos may exist for this station.
 LJ0110
 LJ0110.The dynamic height is computed by dividing the NAVD 88
 LJ0110.geopotential number by the normal gravity value computed on the
 LJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0110.degrees latitude (g = 980.6199 gals.).
 LJ0110
 LJ0110.The modeled gravity was interpolated from observed gravity values.
 LJ0110
 LJ0110;                    North         East    Units  Estimated Accuracy
 LJ0110;SPC NE       -    69,780.      418,680.      MT  (+/- 180 meters Scaled)
 LJ0110
 LJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK339804(NAD 83)
 LJ0110
 LJ0110                          SUPERSEDED SURVEY CONTROL
 LJ0110
 LJ0110  NGVD 29 (??/??/92)  893.543  (m)         2931.57   (f) ADJ UNCH    2 0
 LJ0110
 LJ0110.Superseded values are not recommended for survey control.
 LJ0110
 LJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0110.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0110
 LJ0110_MARKER: DB = BENCH MARK DISK
 LJ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0110_STAMPING: W 159 1934
 LJ0110_MARK LOGO: CGS
 LJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0110+STABILITY: SURFACE MOTION
 LJ0110
 LJ0110  HISTORY     - Date     Condition        Report By
 LJ0110  HISTORY     - 1934     MONUMENTED       CGS
 LJ0110  HISTORY     - 1961     MARK NOT FOUND   USGS
 LJ0110
 LJ0110                          STATION DESCRIPTION
 LJ0110
 LJ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0110'5.5 MI S FROM HAYES CENTER.
 LJ0110'5.5 MILES SOUTH OF L.O.O.F. BLDG. HAYES CENTER.  ON HIGHWAY
 LJ0110'17.  0.6 MILE NORTH OF A FARM HOUSE, AND 40 FEET WEST OF CENTER
 LJ0110'LINE OF HIGHWAY.  12 FEET EAST OF PROPERTY LINE.  NOTE-- PROBABLY
 LJ0110'DESTROYED BY NEW ROAD.
 LJ0110
 LJ0110                          STATION RECOVERY (1961)
 LJ0110
 LJ0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LJ0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0665 ***********************************************************************
 ML0665  DESIGNATION -  W 16 RESET
 ML0665  PID         -  ML0665
 ML0665  STATE/COUNTY-  NE/CUSTER
 ML0665  COUNTRY     -  US
 ML0665  USGS QUAD   -  ANSLEY (2017)
 ML0665
 ML0665                         *CURRENT SURVEY CONTROL
 ML0665  ______________________________________________________________________
 ML0665* NAD 83(1986) POSITION- 41 21 10.59   (N) 099 23 29.35   (W)   HD_HELD1
 ML0665* NAVD 88 ORTHO HEIGHT -   753.15  (meters)     2471.0   (feet) RESET
 ML0665  ______________________________________________________________________
 ML0665  GEOID HEIGHT    -        -23.191 (meters)                     GEOID18
 ML0665  VERT ORDER      -  THIRD
 ML0665
 ML0665.The horizontal coordinates were determined by differentially corrected
 ML0665.hand held GPS observations or other comparable positioning techniques
 ML0665.and have an estimated accuracy of +/- 3 meters.
 ML0665
 ML0665.The orthometric height was computed from unverified reset data.
 ML0665
 ML0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0665.GEOID18 height accuracy estimate available here.
 ML0665
 ML0665.Click photographs - Photos may exist for this station.
 ML0665
 ML0665;                    North         East    Units  Estimated Accuracy
 ML0665;SPC NE       -   168,894.1     550,905.7     MT  (+/- 3 meters HH1 GPS) 
 ML0665
 ML0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6725178012(NAD 83)
 ML0665
 ML0665                          SUPERSEDED SURVEY CONTROL
 ML0665
 ML0665  NGVD 29 (??/??/??)  752.92   (m)         2470.2    (f) RESET       3  
 ML0665
 ML0665.Superseded values are not recommended for survey control.
 ML0665
 ML0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0665.See file dsdata.pdf to determine how the superseded data were derived.
 ML0665
 ML0665_MARKER: DB = BENCH MARK DISK
 ML0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0665_STAMPING: W 16 RESET 1962
 ML0665_MARK LOGO: CGS
 ML0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0665+STABILITY: SURFACE MOTION
 ML0665
 ML0665  HISTORY     - Date     Condition        Report By
 ML0665  HISTORY     - 1962     MONUMENTED       NEDR
 ML0665  HISTORY     - 1963     GOOD             CGS
 ML0665
 ML0665                          STATION DESCRIPTION
 ML0665
 ML0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 ML0665'4.2 MI N FROM ANSLEY.
 ML0665'ABOUT 4 1/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM ANSLEY,
 ML0665'ABOUT 200 FEET SOUTH OF THE TOP OF A HILL, 5 FEET EAST OF A
 ML0665'NORTH-SOUTH FENCE LINE, 90 FEET SOUTH OF A POWER POLE, AND 125
 ML0665'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP
 ML0665'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0302 ***********************************************************************
 LJ0302  DESIGNATION -  W 160
 LJ0302  PID         -  LJ0302
 LJ0302  STATE/COUNTY-  NE/CHASE
 LJ0302  COUNTRY     -  US
 LJ0302  USGS QUAD   -  IMPERIAL (2017)
 LJ0302
 LJ0302                         *CURRENT SURVEY CONTROL
 LJ0302  ______________________________________________________________________
 LJ0302* NAD 83(1986) POSITION- 40 30 26.     (N) 101 37 44.     (W)   SCALED
 LJ0302* NAVD 88 ORTHO HEIGHT -   998.316 (meters)     3275.31  (feet) ADJUSTED
 LJ0302  ______________________________________________________________________
 LJ0302  GEOID HEIGHT    -        -22.193 (meters)                     GEOID18
 LJ0302  DYNAMIC HEIGHT  -        997.636 (meters)     3273.08  (feet) COMP
 LJ0302  MODELED GRAVITY -    979,909.5   (mgal)                       NAVD 88
 LJ0302
 LJ0302  VERT ORDER      -  SECOND    CLASS 0
 LJ0302
 LJ0302.The horizontal coordinates were scaled from a map and have
 LJ0302.an estimated accuracy of +/- 6 seconds.
 LJ0302
 LJ0302.The orthometric height was determined by differential leveling and
 LJ0302.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0302.in June 1991.
 LJ0302
 LJ0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0302.GEOID18 height accuracy estimate available here.
 LJ0302
 LJ0302.Click photographs - Photos may exist for this station.
 LJ0302
 LJ0302.The dynamic height is computed by dividing the NAVD 88
 LJ0302.geopotential number by the normal gravity value computed on the
 LJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0302.degrees latitude (g = 980.6199 gals.).
 LJ0302
 LJ0302.The modeled gravity was interpolated from observed gravity values.
 LJ0302
 LJ0302;                    North         East    Units  Estimated Accuracy
 LJ0302;SPC NE       -    76,120.      361,970.      MT  (+/- 180 meters Scaled)
 LJ0302
 LJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK772873(NAD 83)
 LJ0302
 LJ0302                          SUPERSEDED SURVEY CONTROL
 LJ0302
 LJ0302  NGVD 29 (??/??/92)  997.919  (m)         3274.01   (f) ADJ UNCH    2 0
 LJ0302
 LJ0302.Superseded values are not recommended for survey control.
 LJ0302
 LJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0302.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0302
 LJ0302_MARKER: DB = BENCH MARK DISK
 LJ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0302_STAMPING: W 160 1934
 LJ0302_MARK LOGO: CGS
 LJ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0302+STABILITY: SURFACE MOTION
 LJ0302
 LJ0302  HISTORY     - Date     Condition        Report By
 LJ0302  HISTORY     - 1934     MONUMENTED       CGS
 LJ0302
 LJ0302                          STATION DESCRIPTION
 LJ0302
 LJ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0302'0.8 MI E FROM IMPERIAL.
 LJ0302'0.8 MILES EAST OF BURLINGTON STATION AT IMPERIAL, AT THE JUNCTION
 LJ0302'OF STATE HIGHWAY 61 AND U.S. HIGHWAY 6.  MARK IS IN CENTER OF
 LJ0302'A LARGE TRIANGLE FORMED BY THE HIGHWAYS.  ABOUT 150 FEET NORTH
 LJ0302'OF CENTER LINE OF BURLINGTON RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0303 ***********************************************************************
 LJ0303  DESIGNATION -  W 160 RESET
 LJ0303  PID         -  LJ0303
 LJ0303  STATE/COUNTY-  NE/CHASE
 LJ0303  COUNTRY     -  US
 LJ0303  USGS QUAD   -  IMPERIAL (2017)
 LJ0303
 LJ0303                         *CURRENT SURVEY CONTROL
 LJ0303  ______________________________________________________________________
 LJ0303* NAD 83(1986) POSITION- 40 30 25.     (N) 101 37 44.     (W)   SCALED
 LJ0303* NAVD 88 ORTHO HEIGHT -   998.32  (+/-2cm)     3275.3   (feet) VERTCON
 LJ0303  ______________________________________________________________________
 LJ0303  GEOID HEIGHT    -        -22.194 (meters)                     GEOID18
 LJ0303  VERT ORDER      -  THIRD (See Below)
 LJ0303
 LJ0303.The horizontal coordinates were scaled from a map and have
 LJ0303.an estimated accuracy of +/- 6 seconds.
 LJ0303
 LJ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0303
 LJ0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0303.GEOID18 height accuracy estimate available here.
 LJ0303
 LJ0303.The vertical order pertains to the NGVD 29 superseded value.
 LJ0303
 LJ0303.Click photographs - Photos may exist for this station.
 LJ0303
 LJ0303;                    North         East    Units  Estimated Accuracy
 LJ0303;SPC NE       -    76,090.      361,970.      MT  (+/- 180 meters Scaled)
 LJ0303
 LJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK772873(NAD 83)
 LJ0303
 LJ0303                          SUPERSEDED SURVEY CONTROL
 LJ0303
 LJ0303  NGVD 29 (??/??/??)  997.92   (m)         3274.0    (f) RESET       3  
 LJ0303
 LJ0303.Superseded values are not recommended for survey control.
 LJ0303
 LJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0303.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0303
 LJ0303_MARKER: DB = BENCH MARK DISK
 LJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0303_STAMPING: W 160 RESET 1935
 LJ0303_MARK LOGO: CGS
 LJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0303+STABILITY: SURFACE MOTION
 LJ0303
 LJ0303  HISTORY     - Date     Condition        Report By
 LJ0303  HISTORY     - 1935     MONUMENTED       NEDR
 LJ0303
 LJ0303                          STATION DESCRIPTION
 LJ0303
 LJ0303'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1935
 LJ0303'0.8 MI E FROM IMPERIAL.
 LJ0303'0.8 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0303'FROM THE STATION AT IMPERIAL, CHASE COUNTY, 125 FEET WEST OF A
 LJ0303'ROAD CROSSING, 50 FEET NORTH OF THE TRACK, 35 FEET NORTH OF A
 LJ0303'SWITCH, 30 FEET SOUTH OF U.S. HIGHWAY 6, IN LINE WITH A ROW OF
 LJ0303'POLES, AND AT THE SOUTH SIDE OF A BORROW DITCH.  A STANDARD DISK,
 LJ0303'STAMPED W 160 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0161 ***********************************************************************
 LJ0161  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0161  DESIGNATION -  W 161
 LJ0161  PID         -  LJ0161
 LJ0161  STATE/COUNTY-  NE/PERKINS
 LJ0161  COUNTRY     -  US
 LJ0161  USGS QUAD   -  GRAINTON (2017)
 LJ0161
 LJ0161                         *CURRENT SURVEY CONTROL
 LJ0161  ______________________________________________________________________
 LJ0161* NAD 83(2011) POSITION- 40 49 25.49936(N) 101 18 55.72826(W)   ADJUSTED
 LJ0161* NAD 83(2011) ELLIP HT-   988.476 (meters)        (06/27/12)   ADJUSTED
 LJ0161* NAD 83(2011) EPOCH   -  2010.00
 LJ0161* NAVD 88 ORTHO HEIGHT -  1010.541 (meters)     3315.42  (feet) ADJUSTED
 LJ0161  ______________________________________________________________________
 LJ0161  GEOID HEIGHT    -        -22.069 (meters)                     GEOID18
 LJ0161  NAD 83(2011) X  -   -948,515.215 (meters)                     COMP
 LJ0161  NAD 83(2011) Y  - -4,740,189.418 (meters)                     COMP
 LJ0161  NAD 83(2011) Z  -  4,148,277.766 (meters)                     COMP
 LJ0161  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LJ0161  DYNAMIC HEIGHT  -       1009.879 (meters)     3313.24  (feet) COMP
 LJ0161  MODELED GRAVITY -    979,934.6   (mgal)                       NAVD 88
 LJ0161
 LJ0161  VERT ORDER      -  SECOND    CLASS 0
 LJ0161
 LJ0161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0161  Standards:
 LJ0161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0161  -------------------------------------------------------------------
 LJ0161  NETWORK    0.42   1.08           0.20   0.13   0.55     -0.04621941
 LJ0161  -------------------------------------------------------------------
 LJ0161  Click here for local accuracies and other accuracy information.
 LJ0161
 LJ0161.The horizontal coordinates were established by GPS observations
 LJ0161.and adjusted by the National Geodetic Survey in June 2012.
 LJ0161
 LJ0161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0161.been affixed to the stable North American tectonic plate. See 
 LJ0161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0161
 LJ0161.The horizontal coordinates are valid at the epoch date displayed above
 LJ0161.which is a decimal equivalence of Year/Month/Day.
 LJ0161
 LJ0161.The orthometric height was determined by differential leveling and
 LJ0161.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0161.in June 1991.
 LJ0161
 LJ0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0161.GEOID18 height accuracy estimate available here.
 LJ0161
 LJ0161.Click photographs - Photos may exist for this station.
 LJ0161
 LJ0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0161
 LJ0161.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0161
 LJ0161.The ellipsoidal height was determined by GPS observations
 LJ0161.and is referenced to NAD 83.
 LJ0161
 LJ0161.The dynamic height is computed by dividing the NAVD 88
 LJ0161.geopotential number by the normal gravity value computed on the
 LJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0161.degrees latitude (g = 980.6199 gals.).
 LJ0161
 LJ0161.The modeled gravity was interpolated from observed gravity values.
 LJ0161
 LJ0161. The following values were computed from the NAD 83(2011) position.
 LJ0161
 LJ0161;                    North         East     Units Scale Factor Converg.
 LJ0161;SPC NE       -   110,807.562   389,061.902   MT  0.99972893   -0 52 18.4
 LJ0161;SPC NE       -   363,541.14  1,276,447.26   sFT  0.99972893   -0 52 18.4
 LJ0161;UTM  14      - 4,521,772.000   304,738.939   MT  1.00006930   -1 30 51.1
 LJ0161
 LJ0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0161!SPC NE       -   0.99984497  x   0.99972893  =   0.99957394
 LJ0161!UTM  14      -   0.99984497  x   1.00006930  =   0.99991426
 LJ0161
 LJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0473821771(NAD 83)
 LJ0161
 LJ0161                          SUPERSEDED SURVEY CONTROL
 LJ0161
 LJ0161  NAD 83(2007)-  40 49 25.49922(N)    101 18 55.72914(W) AD(2002.00) 0
 LJ0161  ELLIP H (02/10/07)  988.502  (m)                       GP(2002.00)    
 LJ0161  ELLIP H (09/24/01)  988.490  (m)                       GP(       ) 4 1
 LJ0161  NAD 83(1995)-  40 49 25.49877(N)    101 18 55.72873(W) AD(       ) B
 LJ0161  ELLIP H (06/25/96)  988.533  (m)                       GP(       ) 1 1
 LJ0161  NAVD 88            1010.54   (m)         3315.4    (f) LEVELING    3  
 LJ0161  NGVD 29 (??/??/92) 1010.139  (m)         3314.10   (f) ADJ UNCH    2 0
 LJ0161
 LJ0161.Superseded values are not recommended for survey control.
 LJ0161
 LJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0161.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0161
 LJ0161_MARKER: DB = BENCH MARK DISK
 LJ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0161_STAMPING: W 161 1934
 LJ0161_MARK LOGO: CGS
 LJ0161_PROJECTION: PROJECTING 15 CENTIMETERS
 LJ0161_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0161+STABILITY: SURFACE MOTION
 LJ0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0161+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 LJ0161
 LJ0161  HISTORY     - Date     Condition        Report By
 LJ0161  HISTORY     - 1934     MONUMENTED       CGS
 LJ0161  HISTORY     - 1941     GOOD             CGS
 LJ0161  HISTORY     - 19950426 GOOD             NGS
 LJ0161  HISTORY     - 20160315 GOOD             NEGS
 LJ0161  HISTORY     - 20160718 GOOD             NEGS
 LJ0161  HISTORY     - 20190812 GOOD             NEGS
 LJ0161  HISTORY     - 20200213 GOOD             NEGS
 LJ0161
 LJ0161                          STATION DESCRIPTION
 LJ0161
 LJ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0161'1.6 MI W FROM GRAINTON.
 LJ0161'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0161'FROM THE STATION AT GRAINTON, PERKINS COUNTY, 2 POLES WEST OF
 LJ0161'MILEPOST 122, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LJ0161'30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A STANDARD
 LJ0161'DISK, STAMPED W 161 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0161
 LJ0161                          STATION RECOVERY (1995)
 LJ0161
 LJ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0161'TO REACH THE MARK FROM THE COUNTY ROAD JUNCTION AT THE EAST EDGE OF
 LJ0161'GRAINTON, GO WEST ON STATE HIGHWAY 23 FOR 1.6 MI (2.6 KM) TO THE MARK
 LJ0161'ON THE RIGHT, ABOUT 100 M (328.1 FT) WEST FROM RAILROAD MILEPOST 122,
 LJ0161'ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY AND IN THE NORTH 1/2, SEC21,
 LJ0161'T10N, R35W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LJ0161'THAT PROJECTS ABOUT 6 INCHES ON THE NORTH AND ABOUT 14 INCHES ON THE
 LJ0161'SOUTH.  IT IS 59.0 FT (18.0 M) NORTH FROM THE CENTERLINE OF THE
 LJ0161'HIGHWAY, 47.8 FT (14.6 M) SOUTH FROM THE SOUTH RAIL OF A RAILROAD
 LJ0161'TRACK AND 2.0 FT (0.6 M) EAST FROM A WITNESS POST.  A LENGTH OF REBAR
 LJ0161'WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
 LJ0161
 LJ0161                          STATION RECOVERY (2016)
 LJ0161
 LJ0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (JA)
 LJ0161'FOOD GOOD
 LJ0161
 LJ0161                          STATION RECOVERY (2016)
 LJ0161
 LJ0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (MH)
 LJ0161'FOUND GOOD
 LJ0161
 LJ0161                          STATION RECOVERY (2019)
 LJ0161
 LJ0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LJ0161'RECOVERED IN GOOD CONDITION.
 LJ0161
 LJ0161                          STATION RECOVERY (2020)
 LJ0161
 LJ0161'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LJ0161'1.6 MI (2.6 KM) WEST OF GRAINTON.
 LJ0161'
 LJ0161'TO REACH FROM THE COUNTY ROAD (ROAD 351) JUNCTION AT THE EAST EDGE OF
 LJ0161'GRAINTON, GO WEST ON STATE HIGHWAY 23 FOR 1.6 MI (2.6 KM) TO THE MARK
 LJ0161'ON THE RIGHT (NORTH).
 LJ0161'
 LJ0161'IT IS 47.8 FT (14.6 M) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD
 LJ0161'TRACK, 59 FT (18.0 M) NORTH OF THE CENTERLINE OF HIGHWAY 23, 328 FT
 LJ0161'(100.0 M) WEST FROM RAILROAD MILEPOST 122 AND 2 FT (0.6 M) WEST OF A
 LJ0161'METAL WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE WEST SIDE
 LJ0161'OF THE MARK.  THE MARK PROJECTS ABOUT 0.5 FT (15 CM) ON THE NORTH AND
 LJ0161'ABOUT 1.1 FT (0.3 M) ON THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0122 ***********************************************************************
 LJ0122  DESIGNATION -  W 163
 LJ0122  PID         -  LJ0122
 LJ0122  STATE/COUNTY-  NE/LINCOLN
 LJ0122  COUNTRY     -  US
 LJ0122  USGS QUAD   -  DICKENS (2017)
 LJ0122
 LJ0122                         *CURRENT SURVEY CONTROL
 LJ0122  ______________________________________________________________________
 LJ0122* NAD 83(1986) POSITION- 40 49 51.     (N) 100 54 49.     (W)   SCALED
 LJ0122* NAVD 88 ORTHO HEIGHT -   917.212 (meters)     3009.22  (feet) ADJUSTED
 LJ0122  ______________________________________________________________________
 LJ0122  GEOID HEIGHT    -        -22.674 (meters)                     GEOID18
 LJ0122  DYNAMIC HEIGHT  -        916.620 (meters)     3007.28  (feet) COMP
 LJ0122  MODELED GRAVITY -    979,948.6   (mgal)                       NAVD 88
 LJ0122
 LJ0122  VERT ORDER      -  SECOND    CLASS 0
 LJ0122
 LJ0122.The horizontal coordinates were scaled from a map and have
 LJ0122.an estimated accuracy of +/- 6 seconds.
 LJ0122
 LJ0122.The orthometric height was determined by differential leveling and
 LJ0122.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0122.in June 1991.
 LJ0122
 LJ0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0122.GEOID18 height accuracy estimate available here.
 LJ0122
 LJ0122.Click photographs - Photos may exist for this station.
 LJ0122
 LJ0122.The dynamic height is computed by dividing the NAVD 88
 LJ0122.geopotential number by the normal gravity value computed on the
 LJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0122.degrees latitude (g = 980.6199 gals.).
 LJ0122
 LJ0122.The modeled gravity was interpolated from observed gravity values.
 LJ0122
 LJ0122;                    North         East    Units  Estimated Accuracy
 LJ0122;SPC NE       -   111,160.      422,960.      MT  (+/- 180 meters Scaled)
 LJ0122
 LJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL386217(NAD 83)
 LJ0122
 LJ0122                          SUPERSEDED SURVEY CONTROL
 LJ0122
 LJ0122  NGVD 29 (??/??/92)  916.820  (m)         3007.93   (f) ADJ UNCH    2 0
 LJ0122
 LJ0122.Superseded values are not recommended for survey control.
 LJ0122
 LJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0122.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0122
 LJ0122_MARKER: DB = BENCH MARK DISK
 LJ0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0122_STAMPING: W 163 1934
 LJ0122_MARK LOGO: CGS
 LJ0122_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0122
 LJ0122  HISTORY     - Date     Condition        Report By
 LJ0122  HISTORY     - 1934     MONUMENTED       CGS
 LJ0122  HISTORY     - 1939     GOOD             CGS
 LJ0122
 LJ0122                          STATION DESCRIPTION
 LJ0122
 LJ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0122'3.1 MI W FROM SOMERSET.
 LJ0122'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0122'FROM THE STATION AT SOMERSET, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0122'96 FEET NORTH OF THE CENTERLINE OF THE TRACK, 36 FEET WEST OF THE
 LJ0122'CENTERLINE OF THE ROAD, AND 4 FEET SOUTH OF A WIRE FENCE.  A
 LJ0122'STANDARD DISK, STAMPED W 163 1934 AND SET IN THE TOP OF A
 LJ0122'4-INCH IRON PIPE FILLED WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0690 ***********************************************************************
 LH0690  DESIGNATION -  W 164
 LH0690  PID         -  LH0690
 LH0690  STATE/COUNTY-  NE/KEARNEY
 LH0690  COUNTRY     -  US
 LH0690  USGS QUAD   -  AXTELL EAST (2017)
 LH0690
 LH0690                         *CURRENT SURVEY CONTROL
 LH0690  ______________________________________________________________________
 LH0690* NAD 83(1986) POSITION- 40 29 30.     (N) 099 01 40.     (W)   SCALED
 LH0690* NAVD 88 ORTHO HEIGHT -   670.257 (meters)     2199.00  (feet) ADJUSTED
 LH0690  ______________________________________________________________________
 LH0690  GEOID HEIGHT    -        -25.051 (meters)                     GEOID18
 LH0690  DYNAMIC HEIGHT  -        669.854 (meters)     2197.68  (feet) COMP
 LH0690  MODELED GRAVITY -    980,000.8   (mgal)                       NAVD 88
 LH0690
 LH0690  VERT ORDER      -  SECOND    CLASS 0
 LH0690
 LH0690.The horizontal coordinates were scaled from a map and have
 LH0690.an estimated accuracy of +/- 6 seconds.
 LH0690
 LH0690.The orthometric height was determined by differential leveling and
 LH0690.adjusted by the NATIONAL GEODETIC SURVEY
 LH0690.in June 1991.
 LH0690
 LH0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0690.GEOID18 height accuracy estimate available here.
 LH0690
 LH0690.Click photographs - Photos may exist for this station.
 LH0690
 LH0690.The dynamic height is computed by dividing the NAVD 88
 LH0690.geopotential number by the normal gravity value computed on the
 LH0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0690.degrees latitude (g = 980.6199 gals.).
 LH0690
 LH0690.The modeled gravity was interpolated from observed gravity values.
 LH0690
 LH0690;                    North         East    Units  Estimated Accuracy
 LH0690;SPC NE       -    73,560.      582,410.      MT  (+/- 180 meters Scaled)
 LH0690
 LH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK976823(NAD 83)
 LH0690
 LH0690                          SUPERSEDED SURVEY CONTROL
 LH0690
 LH0690  NGVD 29 (??/??/92)  669.991  (m)         2198.13   (f) ADJ UNCH    2 0
 LH0690
 LH0690.Superseded values are not recommended for survey control.
 LH0690
 LH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0690.See file dsdata.pdf to determine how the superseded data were derived.
 LH0690
 LH0690_MARKER: DB = BENCH MARK DISK
 LH0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0690_STAMPING: W 164 1934
 LH0690_MARK LOGO: CGS
 LH0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0690+STABILITY: SURFACE MOTION
 LH0690
 LH0690  HISTORY     - Date     Condition        Report By
 LH0690  HISTORY     - 1934     MONUMENTED       CGS
 LH0690  HISTORY     - 1967     MARK NOT FOUND   USGS
 LH0690
 LH0690                          STATION DESCRIPTION
 LH0690
 LH0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0690'4.3 MI W FROM MINDEN.
 LH0690'4.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0690'FROM THE STATION AT MINDEN, KEARNEY COUNTY, 3 RAILS WEST OF A
 LH0690'ROAD CROSSING, 55 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0690'AND 2 FEET SOUTH OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0690'W 164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0690
 LH0690                          STATION RECOVERY (1967)
 LH0690
 LH0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LH0690'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1252 ***********************************************************************
 LG1252  DESIGNATION -  W 167 RESET
 LG1252  PID         -  LG1252
 LG1252  STATE/COUNTY-  NE/JEFFERSON
 LG1252  COUNTRY     -  US
 LG1252  USGS QUAD   -  JANSEN (2017)
 LG1252
 LG1252                         *CURRENT SURVEY CONTROL
 LG1252  ______________________________________________________________________
 LG1252* NAD 83(1986) POSITION- 40 11 09.00   (N) 097 00 39.01   (W)   HD_HELD1
 LG1252* NAVD 88 ORTHO HEIGHT -   436.28  (meters)     1431.4   (feet) RESET
 LG1252  ______________________________________________________________________
 LG1252  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 LG1252  VERT ORDER      -  THIRD
 LG1252
 LG1252.The horizontal coordinates were determined by differentially corrected
 LG1252.hand held GPS observations or other comparable positioning techniques
 LG1252.and have an estimated accuracy of +/- 3 meters.
 LG1252
 LG1252.The orthometric height was computed from unverified reset data.
 LG1252
 LG1252.No vertical observational check was made to the station.
 LG1252
 LG1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1252.GEOID18 height accuracy estimate available here.
 LG1252
 LG1252.Click photographs - Photos may exist for this station.
 LG1252
 LG1252;                    North         East    Units  Estimated Accuracy
 LG1252;SPC NE       -    43,539.4     754,492.2     MT  (+/- 3 meters HH1 GPS) 
 LG1252
 LG1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6933950280(NAD 83)
 LG1252
 LG1252                          SUPERSEDED SURVEY CONTROL
 LG1252
 LG1252  NGVD 29 (01/31/13)  436.14   (m)         1430.9    (f) RESET       3  
 LG1252
 LG1252.Superseded values are not recommended for survey control.
 LG1252
 LG1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1252.See file dsdata.pdf to determine how the superseded data were derived.
 LG1252
 LG1252_MARKER: DV = VERTICAL CONTROL DISK
 LG1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1252_STAMPING: W 167 RESET 1989
 LG1252_MARK LOGO: NGS
 LG1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1252+STABILITY: SURFACE MOTION
 LG1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1252+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LG1252
 LG1252  HISTORY     - Date     Condition        Report By
 LG1252  HISTORY     - 1989     MONUMENTED       NGS
 LG1252
 LG1252                          STATION DESCRIPTION
 LG1252
 LG1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1252'TO REACH THE MARK FROM THE FARMERS CO-OP GRAIN ELEVATOR, AT HARBINE,
 LG1252'GO WEST ON U.S. HIGHWAY 136 FOR 3.21 KM (2.00 MI) TO A GRADED
 LG1252'CROSSROAD.  TURN LEFT AND GO SOUTH ON THE GRADED ROAD FOR 0.48 KM
 LG1252'(0.30 MI) TO THE MARK ON THE LEFT, ON THE EAST RIGHT-OF-WAY OF A
 LG1252'COUNTY ROAD AND NEAR AN IRRIGATION WATER PUMP OWNED BY LEROY SASSE.
 LG1252'THE MARK IS 10.6 M (34.8 FT) EAST FROM THE CENTERLINE OF THE ROAD, 9.9
 LG1252'M (32.5 FT) NORTH FROM THE CENTERLINE OF A FIELD ENTRANCE, 2.92 M
 LG1252'(9.6 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A 4 BY 4 FOOT
 LG1252'CONCRETE FOUNDATION FOR THE IRRIGATION PUMP AND 0.67 M (2.2 FT) SOUTH
 LG1252'FROM A WITNESS POST.  THE MARK IS ABPOUT 0.9 M (3.0 FT) HIGHER THAN
 LG1252'THE ROADAND IT PROJECTS 0.06 M (0.2 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0282 ***********************************************************************
 LH0282  DESIGNATION -  W 168
 LH0282  PID         -  LH0282
 LH0282  STATE/COUNTY-  NE/ADAMS
 LH0282  COUNTRY     -  US
 LH0282  USGS QUAD   -  AYR (2017)
 LH0282
 LH0282                         *CURRENT SURVEY CONTROL
 LH0282  ______________________________________________________________________
 LH0282* NAD 83(1986) POSITION- 40 27 26.     (N) 098 25 54.     (W)   SCALED
 LH0282* NAVD 88 ORTHO HEIGHT -   552.901 (meters)     1813.98  (feet) ADJUSTED
 LH0282  ______________________________________________________________________
 LH0282  GEOID HEIGHT    -        -25.453 (meters)                     GEOID18
 LH0282  DYNAMIC HEIGHT  -        552.587 (meters)     1812.95  (feet) COMP
 LH0282  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 LH0282
 LH0282  VERT ORDER      -  FIRST     CLASS II
 LH0282
 LH0282.The horizontal coordinates were scaled from a map and have
 LH0282.an estimated accuracy of +/- 6 seconds.
 LH0282
 LH0282.The orthometric height was determined by differential leveling and
 LH0282.adjusted by the NATIONAL GEODETIC SURVEY
 LH0282.in June 1991.
 LH0282
 LH0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0282.GEOID18 height accuracy estimate available here.
 LH0282
 LH0282.Click photographs - Photos may exist for this station.
 LH0282
 LH0282.The dynamic height is computed by dividing the NAVD 88
 LH0282.geopotential number by the normal gravity value computed on the
 LH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0282.degrees latitude (g = 980.6199 gals.).
 LH0282
 LH0282.The modeled gravity was interpolated from observed gravity values.
 LH0282
 LH0282;                    North         East    Units  Estimated Accuracy
 LH0282;SPC NE       -    70,480.      633,000.      MT  (+/- 180 meters Scaled)
 LH0282
 LH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK481786(NAD 83)
 LH0282
 LH0282                          SUPERSEDED SURVEY CONTROL
 LH0282
 LH0282  NGVD 29 (??/??/92)  552.676  (m)         1813.24   (f) ADJ UNCH    1 2
 LH0282
 LH0282.Superseded values are not recommended for survey control.
 LH0282
 LH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0282.See file dsdata.pdf to determine how the superseded data were derived.
 LH0282
 LH0282_MARKER: DB = BENCH MARK DISK
 LH0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0282_STAMPING: W 168 1934
 LH0282_MARK LOGO: CGS
 LH0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0282+STABILITY: SURFACE MOTION
 LH0282
 LH0282  HISTORY     - Date     Condition        Report By
 LH0282  HISTORY     - 1934     MONUMENTED       CGS
 LH0282  HISTORY     - 1947     GOOD             CGS
 LH0282
 LH0282                          STATION DESCRIPTION
 LH0282
 LH0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0282'1.4 MI N FROM AYR.
 LH0282'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0282'FROM THE STATION AT AYR, AT THE SITE OF THE OLD RAILROAD CROSSING
 LH0282'WHICH IS NOW ONLY A RAILROAD Y, ABOUT 170 FEET SOUTH OF THE SITE
 LH0282'OF THE OLD CROSSING, 36.5 FEET EAST OF THE EAST RAIL OF THE
 LH0282'NORTH-SOUTH TRACK, 10.0 FEET WEST OF A FENCE, 3.0 FEET NORTHWEST
 LH0282'OF THE 4TH POLE SOUTH OF A SMALL BUILDING AT THE JUNCTION OF THE
 LH0282'TRACKS, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0282'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0259 ***********************************************************************
 LG0259  DESIGNATION -  W 169
 LG0259  PID         -  LG0259
 LG0259  STATE/COUNTY-  NE/GAGE
 LG0259  COUNTRY     -  US
 LG0259  USGS QUAD   -  HARBINE (2017)
 LG0259
 LG0259                         *CURRENT SURVEY CONTROL
 LG0259  ______________________________________________________________________
 LG0259* NAD 83(1986) POSITION- 40 13 09.10   (N) 096 52 32.52   (W)   HD_HELD1
 LG0259* NAVD 88 ORTHO HEIGHT -   437.137 (meters)     1434.17  (feet) ADJUSTED
 LG0259  ______________________________________________________________________
 LG0259  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 LG0259  DYNAMIC HEIGHT  -        436.898 (meters)     1433.39  (feet) COMP
 LG0259  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LG0259
 LG0259  VERT ORDER      -  SECOND    CLASS 0
 LG0259
 LG0259.The horizontal coordinates were determined by differentially corrected
 LG0259.hand held GPS observations or other comparable positioning techniques
 LG0259.and have an estimated accuracy of +/- 3 meters.
 LG0259
 LG0259.The orthometric height was determined by differential leveling and
 LG0259.adjusted by the NATIONAL GEODETIC SURVEY
 LG0259.in June 1991.
 LG0259
 LG0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0259.GEOID18 height accuracy estimate available here.
 LG0259
 LG0259.Click photographs - Photos may exist for this station.
 LG0259
 LG0259.The dynamic height is computed by dividing the NAVD 88
 LG0259.geopotential number by the normal gravity value computed on the
 LG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0259.degrees latitude (g = 980.6199 gals.).
 LG0259
 LG0259.The modeled gravity was interpolated from observed gravity values.
 LG0259
 LG0259;                    North         East    Units  Estimated Accuracy
 LG0259;SPC NE       -    47,647.8     765,858.7     MT  (+/- 3 meters HH1 GPS) 
 LG0259
 LG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8075554250(NAD 83)
 LG0259
 LG0259                          SUPERSEDED SURVEY CONTROL
 LG0259
 LG0259  NGVD 29 (??/??/92)  436.998  (m)         1433.72   (f) ADJ UNCH    2 0
 LG0259
 LG0259.Superseded values are not recommended for survey control.
 LG0259
 LG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0259.See file dsdata.pdf to determine how the superseded data were derived.
 LG0259
 LG0259_MARKER: DB = BENCH MARK DISK
 LG0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0259_STAMPING: W 169 1934
 LG0259_MARK LOGO: CGS
 LG0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0259+STABILITY: SURFACE MOTION
 LG0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0259+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2017
 LG0259
 LG0259  HISTORY     - Date     Condition        Report By
 LG0259  HISTORY     - 1934     MONUMENTED       CGS
 LG0259  HISTORY     - 1968     GOOD             CGS
 LG0259  HISTORY     - 19881004 GOOD             NGS
 LG0259  HISTORY     - 20070117 GOOD             NEDR
 LG0259  HISTORY     - 20170111 GOOD             NEGS
 LG0259
 LG0259                          STATION DESCRIPTION
 LG0259
 LG0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LG0259'AT ELLIS.
 LG0259'AT ELLIS, GAGE COUNTY, 48.5 FEET NORTH OF THE NORTH RAIL OF
 LG0259'RAILROAD TRACKS, 59 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LG0259'136, AND 2.5 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST.  THE
 LG0259'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED W 169 1934.
 LG0259'NOTE-- IT IS USED AS ADDITIONAL REFERENCE MARK FOR TRIANGULATION
 LG0259'STATION, ELLIS 1947.
 LG0259
 LG0259                          STATION RECOVERY (1988)
 LG0259
 LG0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0259'IT IS AT ELLIS, ADJACENT TO A PRIVATELY OWNED GRAIN STORAGE FACILTIY
 LG0259'AND ON THE SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY 136, 68 M (223.1 FT)
 LG0259'EAST FROM A GRADED STREET, 28.04 M (91.99 FT) EAST FROM TRIANGULATION
 LG0259'STATION ELLIS, 16.2 M (53.1 FT) SOUTH FROM THE CENTERLINE OF THE
 LG0259'HIGHWAY, 0.61 M (2.00 FT) SOUTHWEST FROM A WITNESS POST AND PROJECTS
 LG0259'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LG0259
 LG0259                          STATION RECOVERY (2007)
 LG0259
 LG0259'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0259'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0259'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NGS IN 1988. DROVE A 3 FT.
 LG0259'REBAR FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE MARK. NEW GRAIN
 LG0259'BINS HAVE BEEN ERECTED NEAR THE MARK AND MAY NOT BE SUITABLE FOR
 LG0259'SATELLITE OBSERVASTION.
 LG0259
 LG0259                          STATION RECOVERY (2017)
 LG0259
 LG0259'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0259'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0576 ***********************************************************************
 ML0576  DESIGNATION -  W 17
 ML0576  PID         -  ML0576
 ML0576  STATE/COUNTY-  NE/LOUP
 ML0576  COUNTRY     -  US
 ML0576  USGS QUAD   -  TAYLOR NW (2017)
 ML0576
 ML0576                         *CURRENT SURVEY CONTROL
 ML0576  ______________________________________________________________________
 ML0576* NAD 83(1986) POSITION- 41 58 20.2    (N) 099 24 40.4    (W)   HD_HELD2
 ML0576* NAVD 88 ORTHO HEIGHT -   701.168 (meters)     2300.42  (feet) ADJUSTED
 ML0576  ______________________________________________________________________
 ML0576  GEOID HEIGHT    -        -22.960 (meters)                     GEOID18
 ML0576  DYNAMIC HEIGHT  -        700.847 (meters)     2299.36  (feet) COMP
 ML0576  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 ML0576
 ML0576  VERT ORDER      -  FIRST     CLASS II
 ML0576
 ML0576.The horizontal coordinates were established by autonomous hand held GPS
 ML0576.observations and have an estimated accuracy of +/- 10 meters.
 ML0576
 ML0576.The orthometric height was determined by differential leveling and
 ML0576.adjusted by the NATIONAL GEODETIC SURVEY
 ML0576.in June 1991.
 ML0576
 ML0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0576.GEOID18 height accuracy estimate available here.
 ML0576
 ML0576.Click photographs - Photos may exist for this station.
 ML0576
 ML0576.The dynamic height is computed by dividing the NAVD 88
 ML0576.geopotential number by the normal gravity value computed on the
 ML0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0576.degrees latitude (g = 980.6199 gals.).
 ML0576
 ML0576.The modeled gravity was interpolated from observed gravity values.
 ML0576
 ML0576;                    North         East    Units  Estimated Accuracy
 ML0576;SPC NE       -   237,646.      548,786.      MT  (+/- 10 meters HH2 GPS)
 ML0576
 ML0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6592846780(NAD 83)
 ML0576
 ML0576                          SUPERSEDED SURVEY CONTROL
 ML0576
 ML0576  NGVD 29 (??/??/92)  700.917  (m)         2299.59   (f) ADJ UNCH    1 2
 ML0576
 ML0576.Superseded values are not recommended for survey control.
 ML0576
 ML0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0576.See file dsdata.pdf to determine how the superseded data were derived.
 ML0576
 ML0576_MARKER: DB = BENCH MARK DISK
 ML0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0576_STAMPING: W 17 1933
 ML0576_MARK LOGO: CGS
 ML0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0576+STABILITY: SURFACE MOTION
 ML0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0576+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 ML0576
 ML0576  HISTORY     - Date     Condition        Report By
 ML0576  HISTORY     - 1933     MONUMENTED       CGS
 ML0576  HISTORY     - 1934     GOOD             CGS
 ML0576  HISTORY     - 20120516 GOOD             INDIV
 ML0576
 ML0576                          STATION DESCRIPTION
 ML0576
 ML0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0576'16 MI N FROM TAYLOR.
 ML0576'16 MILES NORTH.  2.8 MILES SOUTHEAST OF HARROP, NEBR., ABOUT 450
 ML0576'YDS. NORTH OF STONE SCHOOL HOUSE, AT ENTRANCE TO LANE LEADING TO
 ML0576'SCHOOL HOUSE ON EAST SIDE OF LANE ON A FENCE LINE, 50 FT. SOUTH
 ML0576'OF CENTER OF HWY. 83.
 ML0576
 ML0576                          STATION RECOVERY (1934)
 ML0576
 ML0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0576'RECOVERED IN GOOD CONDITION.
 ML0576
 ML0576                          STATION RECOVERY (2012)
 ML0576
 ML0576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0576'84.7 FT. SE FROM NAIL IN POWER POLE WITH METER, 24.65 FT. SOUTH FROM
 ML0576'NAIL IN TOP OF CORNER FENCE POST, 199.0 FT. SW FROM CENTERLINE OF HWY
 ML0576'183, 13.5 FT. ESE FROM BARBWIRE RIGHT OF WAY FENCE LINE, 23.3 FT. NW
 ML0576'FROM NAIL IN TOP OF FENCE POST.
 ML0576'AT REFERENCE POST 138+41 OF HWY 183. 0.40 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0601 ***********************************************************************
 LG0601  DESIGNATION -  W 170
 LG0601  PID         -  LG0601
 LG0601  STATE/COUNTY-  NE/THAYER
 LG0601  COUNTRY     -  US
 LG0601  USGS QUAD   -  CARLETON (2017)
 LG0601
 LG0601                         *CURRENT SURVEY CONTROL
 LG0601  ______________________________________________________________________
 LG0601* NAD 83(1986) POSITION- 40 17 38.09   (N) 097 38 32.93   (W)   HD_HELD1
 LG0601* NAVD 88 ORTHO HEIGHT -   466.626 (meters)     1530.92  (feet) ADJUSTED
 LG0601  ______________________________________________________________________
 LG0601  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 LG0601  DYNAMIC HEIGHT  -        466.351 (meters)     1530.02  (feet) COMP
 LG0601  MODELED GRAVITY -    980,023.2   (mgal)                       NAVD 88
 LG0601
 LG0601  VERT ORDER      -  SECOND    CLASS 0
 LG0601
 LG0601.The horizontal coordinates were determined by differentially corrected
 LG0601.hand held GPS observations or other comparable positioning techniques
 LG0601.and have an estimated accuracy of +/- 3 meters.
 LG0601
 LG0601.The orthometric height was determined by differential leveling and
 LG0601.adjusted by the NATIONAL GEODETIC SURVEY
 LG0601.in June 1991.
 LG0601
 LG0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0601.GEOID18 height accuracy estimate available here.
 LG0601
 LG0601.Click photographs - Photos may exist for this station.
 LG0601
 LG0601.The dynamic height is computed by dividing the NAVD 88
 LG0601.geopotential number by the normal gravity value computed on the
 LG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0601.degrees latitude (g = 980.6199 gals.).
 LG0601
 LG0601.The modeled gravity was interpolated from observed gravity values.
 LG0601
 LG0601;                    North         East    Units  Estimated Accuracy
 LG0601;SPC NE       -    53,872.1     700,403.0     MT  (+/- 3 meters HH1 GPS) 
 LG0601
 LG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1538061263(NAD 83)
 LG0601
 LG0601                          SUPERSEDED SURVEY CONTROL
 LG0601
 LG0601  NGVD 29 (??/??/92)  466.441  (m)         1530.32   (f) ADJ UNCH    2 0
 LG0601
 LG0601.Superseded values are not recommended for survey control.
 LG0601
 LG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0601.See file dsdata.pdf to determine how the superseded data were derived.
 LG0601
 LG0601_MARKER: DB = BENCH MARK DISK
 LG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0601_STAMPING: W 170 1934
 LG0601_MARK LOGO: CGS
 LG0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0601+STABILITY: SURFACE MOTION
 LG0601
 LG0601  HISTORY     - Date     Condition        Report By
 LG0601  HISTORY     - 1934     MONUMENTED       CGS
 LG0601
 LG0601                          STATION DESCRIPTION
 LG0601
 LG0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0601'5.5 MI W FROM BELVIDERE.
 LG0601'5.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0601'AT BELVIDERE, THAYER COUNTY, AT MILEPOST 182, 45 FEET NORTH
 LG0601'OF THE CENTERLINE OF THE TRACK, AND 10 FEET WEST OF A POLE.
 LG0601'A STANDARD DISK, STAMPED W 170 1934 AND SET IN THE TOP OF A
 LG0601'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0595 ***********************************************************************
 LG0595  DESIGNATION -  W 171
 LG0595  PID         -  LG0595
 LG0595  STATE/COUNTY-  NE/THAYER
 LG0595  COUNTRY     -  US
 LG0595  USGS QUAD   -  DAVENPORT (2017)
 LG0595
 LG0595                         *CURRENT SURVEY CONTROL
 LG0595  ______________________________________________________________________
 LG0595* NAD 83(1986) POSITION- 40 18 48.8    (N) 097 48 49.1    (W)   HD_HELD2
 LG0595* NAVD 88 ORTHO HEIGHT -   505.568 (meters)     1658.68  (feet) ADJUSTED
 LG0595  ______________________________________________________________________
 LG0595  GEOID HEIGHT    -        -26.528 (meters)                     GEOID18
 LG0595  DYNAMIC HEIGHT  -        505.273 (meters)     1657.72  (feet) COMP
 LG0595  MODELED GRAVITY -    980,025.7   (mgal)                       NAVD 88
 LG0595
 LG0595  VERT ORDER      -  SECOND    CLASS 0
 LG0595
 LG0595.The horizontal coordinates were established by autonomous hand held GPS
 LG0595.observations and have an estimated accuracy of +/- 10 meters.
 LG0595
 LG0595.The orthometric height was determined by differential leveling and
 LG0595.adjusted by the NATIONAL GEODETIC SURVEY
 LG0595.in June 1991.
 LG0595
 LG0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0595.GEOID18 height accuracy estimate available here.
 LG0595
 LG0595.Click photographs - Photos may exist for this station.
 LG0595
 LG0595.The dynamic height is computed by dividing the NAVD 88
 LG0595.geopotential number by the normal gravity value computed on the
 LG0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0595.degrees latitude (g = 980.6199 gals.).
 LG0595
 LG0595.The modeled gravity was interpolated from observed gravity values.
 LG0595
 LG0595;                    North         East    Units  Estimated Accuracy
 LG0595;SPC NE       -    55,670.      685,802.      MT  (+/- 10 meters HH2 GPS)
 LG0595
 LG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0080363235(NAD 83)
 LG0595
 LG0595                          SUPERSEDED SURVEY CONTROL
 LG0595
 LG0595  NGVD 29 (??/??/92)  505.378  (m)         1658.06   (f) ADJ UNCH    2 0
 LG0595
 LG0595.Superseded values are not recommended for survey control.
 LG0595
 LG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0595.See file dsdata.pdf to determine how the superseded data were derived.
 LG0595
 LG0595_MARKER: DB = BENCH MARK DISK
 LG0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0595_SP_SET: WATER TANK BASE
 LG0595_STAMPING: W 171 1934
 LG0595_MARK LOGO: CGS
 LG0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0595
 LG0595  HISTORY     - Date     Condition        Report By
 LG0595  HISTORY     - 1934     MONUMENTED       CGS
 LG0595
 LG0595                          STATION DESCRIPTION
 LG0595
 LG0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0595'AT DAVENPORT.
 LG0595'AT DAVENPORT, THAYER COUNTY, 35 FEET SOUTHWEST OF THE SOUTHWEST
 LG0595'CORNER OF THE PUBLIC LIBRARY, 100 FEET SOUTH OF THE CENTERLINE
 LG0595'OF AN EAST-AND-WEST STREET, AT THE CITY WATER TOWER, AND IN
 LG0595'THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG.  A STANDARD
 LG0595'DISK, STAMPED W 171 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0671 ***********************************************************************
 LG0671  DESIGNATION -  W 172
 LG0671  PID         -  LG0671
 LG0671  STATE/COUNTY-  NE/FILLMORE
 LG0671  COUNTRY     -  US
 LG0671  USGS QUAD   -  FAIRMONT (2017)
 LG0671
 LG0671                         *CURRENT SURVEY CONTROL
 LG0671  ______________________________________________________________________
 LG0671* NAD 83(1986) POSITION- 40 37 32.     (N) 097 36 18.     (W)   SCALED
 LG0671* NAVD 88 ORTHO HEIGHT -   502.373 (meters)     1648.20  (feet) ADJUSTED
 LG0671  ______________________________________________________________________
 LG0671  GEOID HEIGHT    -        -26.529 (meters)                     GEOID18
 LG0671  DYNAMIC HEIGHT  -        502.097 (meters)     1647.30  (feet) COMP
 LG0671  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 LG0671
 LG0671  VERT ORDER      -  SECOND    CLASS 0
 LG0671
 LG0671.The horizontal coordinates were scaled from a map and have
 LG0671.an estimated accuracy of +/- 6 seconds.
 LG0671
 LG0671.The orthometric height was determined by differential leveling and
 LG0671.adjusted by the NATIONAL GEODETIC SURVEY
 LG0671.in June 1991.
 LG0671
 LG0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0671.GEOID18 height accuracy estimate available here.
 LG0671
 LG0671.Click photographs - Photos may exist for this station.
 LG0671
 LG0671.The dynamic height is computed by dividing the NAVD 88
 LG0671.geopotential number by the normal gravity value computed on the
 LG0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0671.degrees latitude (g = 980.6199 gals.).
 LG0671
 LG0671.The modeled gravity was interpolated from observed gravity values.
 LG0671
 LG0671;                    North         East    Units  Estimated Accuracy
 LG0671;SPC NE       -    90,770.      702,570.      MT  (+/- 180 meters Scaled)
 LG0671
 LG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK179981(NAD 83)
 LG0671
 LG0671                          SUPERSEDED SURVEY CONTROL
 LG0671
 LG0671  NGVD 29 (??/??/92)  502.197  (m)         1647.62   (f) ADJ UNCH    2 0
 LG0671
 LG0671.Superseded values are not recommended for survey control.
 LG0671
 LG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0671.See file dsdata.pdf to determine how the superseded data were derived.
 LG0671
 LG0671_MARKER: DB = BENCH MARK DISK
 LG0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0671_STAMPING: W 172 1934
 LG0671_MARK LOGO: CGS
 LG0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0671+STABILITY: SURFACE MOTION
 LG0671
 LG0671  HISTORY     - Date     Condition        Report By
 LG0671  HISTORY     - 1934     MONUMENTED       CGS
 LG0671
 LG0671                          STATION DESCRIPTION
 LG0671
 LG0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0671'1.6 MI SW FROM FAIRMONT.
 LG0671'1.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0671'RAILROAD FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, AT
 LG0671'THE CROSSING OF U.S. HIGHWAY 6, ONE RAIL SOUTH OF THE CENTER
 LG0671'LINE OF THE HIGHWAY, AND 39 FEET EAST OF THE CENTER LINE OF THE
 LG0671'TRACK.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0365 ***********************************************************************
 LG0365  DESIGNATION -  W 173
 LG0365  PID         -  LG0365
 LG0365  STATE/COUNTY-  NE/LANCASTER
 LG0365  COUNTRY     -  US
 LG0365  USGS QUAD   -  LINCOLN (2017)
 LG0365
 LG0365                         *CURRENT SURVEY CONTROL
 LG0365  ______________________________________________________________________
 LG0365* NAD 83(1986) POSITION- 40 48 01.9    (N) 096 42 57.4    (W)   HD_HELD2
 LG0365* NAVD 88 ORTHO HEIGHT -   351.153 (meters)     1152.07  (feet) ADJUSTED
 LG0365  ______________________________________________________________________
 LG0365  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 LG0365  DYNAMIC HEIGHT  -        350.998 (meters)     1151.57  (feet) COMP
 LG0365  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 LG0365
 LG0365  VERT ORDER      -  FIRST     CLASS II
 LG0365
 LG0365.The horizontal coordinates were established by autonomous hand held GPS
 LG0365.observations and have an estimated accuracy of +/- 10 meters.
 LG0365
 LG0365.The orthometric height was determined by differential leveling and
 LG0365.adjusted by the NATIONAL GEODETIC SURVEY
 LG0365.in June 1991.
 LG0365
 LG0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0365.GEOID18 height accuracy estimate available here.
 LG0365
 LG0365.Click photographs - Photos may exist for this station.
 LG0365
 LG0365.The dynamic height is computed by dividing the NAVD 88
 LG0365.geopotential number by the normal gravity value computed on the
 LG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0365.degrees latitude (g = 980.6199 gals.).
 LG0365
 LG0365.The modeled gravity was interpolated from observed gravity values.
 LG0365
 LG0365;                    North         East    Units  Estimated Accuracy
 LG0365;SPC NE       -   112,647.      776,996.      MT  (+/- 10 meters HH2 GPS)
 LG0365
 LG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9267819124(NAD 83)
 LG0365
 LG0365                          SUPERSEDED SURVEY CONTROL
 LG0365
 LG0365  NGVD 29 (??/??/92)  351.055  (m)         1151.75   (f) ADJ UNCH    1 2
 LG0365
 LG0365.Superseded values are not recommended for survey control.
 LG0365
 LG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0365.See file dsdata.pdf to determine how the superseded data were derived.
 LG0365
 LG0365_MARKER: DB = BENCH MARK DISK
 LG0365_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0365_SP_SET: FOOTING
 LG0365_STAMPING: W 173 1934
 LG0365_MARK LOGO: CGS
 LG0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0365+STABILITY: SURFACE MOTION
 LG0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0365+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0365
 LG0365  HISTORY     - Date     Condition        Report By
 LG0365  HISTORY     - 1934     MONUMENTED       CGS
 LG0365  HISTORY     - 1941     GOOD             CGS
 LG0365  HISTORY     - 19911022 GOOD             NGS
 LG0365  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 LG0365
 LG0365                          STATION DESCRIPTION
 LG0365
 LG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0365'AT LINCOLN.
 LG0365'AT LINCOLN, LANCASTER COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0365'AT THE CROSSING OF B STREET, 45 FEET NORTH OF THE CENTER LINE OF
 LG0365'THE STREET, AT AN ELECTRIC SIGNAL, IN THE TOP OF THE CONCRETE
 LG0365'FOOTING, AND 5 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 LG0365'STANDARD DISK, STAMPED W 173 1934.
 LG0365
 LG0365                          STATION RECOVERY (1941)
 LG0365
 LG0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0365'RECOVERED IN GOOD CONDITION.
 LG0365
 LG0365                          STATION RECOVERY (1991)
 LG0365
 LG0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0365'IN LINCOLN, AT THE INTERSECTION OF SOUTH 4TH AND B STREETS, NEAR THE
 LG0365'NORTHEAST CORNER OF A CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL
 LG0365'REMOVED), 16.8 M (55.1 FT) NORTH OF THE CENTER OF B STREET, 4.4 M
 LG0365'(14.4 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF SOUTH 4TH
 LG0365'STREET, 2.4 M (7.9 FT) WEST OF THE NEAR RAIL OF THE UNION PACIFIC
 LG0365'RAILROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF SOUTH 4TH STREET.
 LG0365
 LG0365                          STATION RECOVERY (2004)
 LG0365
 LG0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0365'MARK NOT FOUND. THIS MARK HAS BEEN DESTROYED. THE RAILROAD TRACKS IN
 LG0365'THE AREA ALONG SOUTH 4TH STREET HAVE BEEN REMOVED AND THE CONCRETE
 LG0365'FOOTING FOR A RAILROAD SIGNAL NO LONGER EXISTS AT THE SITE.  THE
 LG0365'NEBRASKA DEPARTMENT OF ROADS HAS RESET THE MARK IN 2001 WITH A NEW PID
 LG0365'NUMBER AJ8435.  THIS MARK SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ8435 ***********************************************************************
 AJ8435  DESIGNATION -  W 173 RESET
 AJ8435  PID         -  AJ8435
 AJ8435  STATE/COUNTY-  NE/LANCASTER
 AJ8435  COUNTRY     -  US
 AJ8435  USGS QUAD   -  LINCOLN (2017)
 AJ8435
 AJ8435                         *CURRENT SURVEY CONTROL
 AJ8435  ______________________________________________________________________
 AJ8435* NAD 83(1986) POSITION- 40 48 01.     (N) 096 42 58.     (W)   SCALED
 AJ8435* NAVD 88 ORTHO HEIGHT -   350.91  (meters)     1151.3   (feet) RESET
 AJ8435  ______________________________________________________________________
 AJ8435  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 AJ8435  VERT ORDER      -  THIRD
 AJ8435
 AJ8435.The horizontal coordinates were scaled from a map and have
 AJ8435.an estimated accuracy of +/- 6 seconds.
 AJ8435
 AJ8435.The orthometric height was computed from unverified reset data.
 AJ8435
 AJ8435.No vertical observational check was made to the station.
 AJ8435
 AJ8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8435.GEOID18 height accuracy estimate available here.
 AJ8435
 AJ8435.Click photographs - Photos may exist for this station.
 AJ8435
 AJ8435;                    North         East    Units  Estimated Accuracy
 AJ8435;SPC NE       -   112,620.      776,980.      MT  (+/- 180 meters Scaled)
 AJ8435
 AJ8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL926190(NAD 83)
 AJ8435
 AJ8435                          SUPERSEDED SURVEY CONTROL
 AJ8435
 AJ8435.No superseded survey control is available for this station.
 AJ8435
 AJ8435_MARKER: DV = VERTICAL CONTROL DISK
 AJ8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8435_STAMPING: W 173 RESET 2001
 AJ8435_MARK LOGO: NGS
 AJ8435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8435+STABILITY: SURFACE MOTION
 AJ8435
 AJ8435  HISTORY     - Date     Condition        Report By
 AJ8435  HISTORY     - 2001     MONUMENTED       NEDR
 AJ8435  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 AJ8435
 AJ8435                          STATION DESCRIPTION
 AJ8435
 AJ8435'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (DSC)
 AJ8435'FROM THE INTERSECTION OF 9TH STREET AND A STREET IN LINCOLN, GO WEST
 AJ8435'ON A STREET APPROXIMATELY 0.35 MILES (0.56 KM) TO 4TH STREET.  TURN
 AJ8435'RIGHT (NORTH) AND GO ON NORTHBOUND 4TH STREET (EAST SIDE OF TRACKS)
 AJ8435'APPROXIMATELY 200 FEET (61.0 M) TO MARK NEAR ALLEY.  MAGNET WAS PLACED
 AJ8435'IN CONCRETE MONUMENT.
 AJ8435
 AJ8435                          STATION RECOVERY (2004)
 AJ8435
 AJ8435'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AJ8435'MARK NOT FOUND. SEVERAL PIECES OF ROUND CONCRETE FROM A 12-INCH
 AJ8435'DIAMETER CONCRETE PIECE, WERE FOUND AT THE SITE NEAR A WITNESS POST.
 AJ8435'THE RAILROAD TRACKS NEAR THE SITE HAVE BEEN REMOVED. IT APPEARS THE
 AJ8435'CONCRETE MONUMENT WAS HIT BY CONSTRUCTION EQUIPMENT DURING THE REMOVAL
 AJ8435'OF RAILROAD TRACKS IN THE MIDDLE OF 4TH STREET. THE ACTUAL MARKER WAS
 AJ8435'NOT FOUND ON THE PIECES OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0353 ***********************************************************************
 LG0353  DESIGNATION -  W 174
 LG0353  PID         -  LG0353
 LG0353  STATE/COUNTY-  NE/LANCASTER
 LG0353  COUNTRY     -  US
 LG0353  USGS QUAD   -  CORTLAND (2017)
 LG0353
 LG0353                         *CURRENT SURVEY CONTROL
 LG0353  ______________________________________________________________________
 LG0353* NAD 83(1986) POSITION- 40 32 23.     (N) 096 42 30.     (W)   SCALED
 LG0353* NAVD 88 ORTHO HEIGHT -   442.439 (meters)     1451.57  (feet) ADJUSTED
 LG0353  ______________________________________________________________________
 LG0353  GEOID HEIGHT    -        -26.272 (meters)                     GEOID18
 LG0353  DYNAMIC HEIGHT  -        442.229 (meters)     1450.88  (feet) COMP
 LG0353  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 LG0353
 LG0353  VERT ORDER      -  SECOND    CLASS 0
 LG0353
 LG0353.The horizontal coordinates were scaled from a map and have
 LG0353.an estimated accuracy of +/- 6 seconds.
 LG0353
 LG0353.The orthometric height was determined by differential leveling and
 LG0353.adjusted by the NATIONAL GEODETIC SURVEY
 LG0353.in June 1991.
 LG0353
 LG0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0353.GEOID18 height accuracy estimate available here.
 LG0353
 LG0353.Click photographs - Photos may exist for this station.
 LG0353
 LG0353.The dynamic height is computed by dividing the NAVD 88
 LG0353.geopotential number by the normal gravity value computed on the
 LG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0353.degrees latitude (g = 980.6199 gals.).
 LG0353
 LG0353.The modeled gravity was interpolated from observed gravity values.
 LG0353
 LG0353;                    North         East    Units  Estimated Accuracy
 LG0353;SPC NE       -    83,740.      778,740.      MT  (+/- 180 meters Scaled)
 LG0353
 LG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK940901(NAD 83)
 LG0353
 LG0353                          SUPERSEDED SURVEY CONTROL
 LG0353
 LG0353  NGVD 29 (??/??/92)  442.337  (m)         1451.23   (f) ADJ UNCH    2 0
 LG0353
 LG0353.Superseded values are not recommended for survey control.
 LG0353
 LG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0353.See file dsdata.pdf to determine how the superseded data were derived.
 LG0353
 LG0353_MARKER: DB = BENCH MARK DISK
 LG0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0353_SP_SET: CULVERT HEADWALL
 LG0353_STAMPING: W 174 1934
 LG0353_MARK LOGO: CGS
 LG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0353+STABILITY: SURFACE MOTION
 LG0353
 LG0353  HISTORY     - Date     Condition        Report By
 LG0353  HISTORY     - 1934     MONUMENTED       CGS
 LG0353  HISTORY     - 1961     GOOD             CGS
 LG0353
 LG0353                          STATION DESCRIPTION
 LG0353
 LG0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0353'2.4 MI N FROM CORTLAND.
 LG0353'IN LANCASTER COUNTY, 2.4 MILES NORTH ALONG THE UNION PACIFIC
 LG0353'RAILROAD FROM THE STATION AT CORTLAND, GAGE COUNTY, OPPOSITE
 LG0353'RAILROAD BRIDGE 77.1, 57 FEET WEST OF THE CENTER LINE OF THE
 LG0353'TRACK, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 77, AND IN THE
 LG0353'TOP OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED W 174 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0354 ***********************************************************************
 LG0354  DESIGNATION -  W 174 RESET
 LG0354  PID         -  LG0354
 LG0354  STATE/COUNTY-  NE/LANCASTER
 LG0354  COUNTRY     -  US
 LG0354  USGS QUAD   -  CORTLAND (2017)
 LG0354
 LG0354                         *CURRENT SURVEY CONTROL
 LG0354  ______________________________________________________________________
 LG0354* NAD 83(1986) POSITION- 40 32 22.     (N) 096 42 30.     (W)   SCALED
 LG0354* NAVD 88 ORTHO HEIGHT -   442.75  (meters)     1452.6   (feet) RESET
 LG0354  ______________________________________________________________________
 LG0354  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 LG0354  VERT ORDER      -  THIRD
 LG0354
 LG0354.The horizontal coordinates were scaled from a map and have
 LG0354.an estimated accuracy of +/- 6 seconds.
 LG0354
 LG0354.The orthometric height was computed from unverified reset data.
 LG0354
 LG0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0354.GEOID18 height accuracy estimate available here.
 LG0354
 LG0354.Click photographs - Photos may exist for this station.
 LG0354
 LG0354;                    North         East    Units  Estimated Accuracy
 LG0354;SPC NE       -    83,710.      778,740.      MT  (+/- 180 meters Scaled)
 LG0354
 LG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK940901(NAD 83)
 LG0354
 LG0354                          SUPERSEDED SURVEY CONTROL
 LG0354
 LG0354.No superseded survey control is available for this station.
 LG0354
 LG0354_MARKER: DB = BENCH MARK DISK
 LG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0354_STAMPING: W 174 RESET 1971
 LG0354_MARK LOGO: CGS
 LG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0354+STABILITY: SURFACE MOTION
 LG0354
 LG0354  HISTORY     - Date     Condition        Report By
 LG0354  HISTORY     - 1971     MONUMENTED       NGS
 LG0354  HISTORY     - 1985     GOOD             NGS
 LG0354
 LG0354                          STATION DESCRIPTION
 LG0354
 LG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LG0354'2.4 MI N FROM CORTLAND.
 LG0354'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE UNION
 LG0354'PACIFIC RAILROAD STATION AT CORTLAND, 0.15 MILE NORTH OF THE
 LG0354'JUNCTION OF STATE ROAD 577, IN SECTION 26, R 6 E, T 7 N, 65
 LG0354'FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 1 FOOT NORTH OF A
 LG0354'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 LG0354'POST WHICH PROJECTS 3 INCHES.
 LG0354
 LG0354                          STATION RECOVERY (1985)
 LG0354
 LG0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0659 ***********************************************************************
 LF0659  DESIGNATION -  W 175
 LF0659  PID         -  LF0659
 LF0659  STATE/COUNTY-  NE/NEMAHA
 LF0659  COUNTRY     -  US
 LF0659  USGS QUAD   -  BROCK (2017)
 LF0659
 LF0659                         *CURRENT SURVEY CONTROL
 LF0659  ______________________________________________________________________
 LF0659* NAD 83(1986) POSITION- 40 22 38.     (N) 095 53 43.     (W)   SCALED
 LF0659* NAVD 88 ORTHO HEIGHT -   318.797 (meters)     1045.92  (feet) ADJUSTED
 LF0659  ______________________________________________________________________
 LF0659  GEOID HEIGHT    -        -29.361 (meters)                     GEOID18
 LF0659  DYNAMIC HEIGHT  -        318.626 (meters)     1045.36  (feet) COMP
 LF0659  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 LF0659
 LF0659  VERT ORDER      -  SECOND    CLASS 0
 LF0659
 LF0659.The horizontal coordinates were scaled from a map and have
 LF0659.an estimated accuracy of +/- 6 seconds.
 LF0659
 LF0659.The orthometric height was determined by differential leveling and
 LF0659.adjusted by the NATIONAL GEODETIC SURVEY
 LF0659.in June 1991.
 LF0659
 LF0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0659.GEOID18 height accuracy estimate available here.
 LF0659
 LF0659.Click photographs - Photos may exist for this station.
 LF0659
 LF0659.The dynamic height is computed by dividing the NAVD 88
 LF0659.geopotential number by the normal gravity value computed on the
 LF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0659.degrees latitude (g = 980.6199 gals.).
 LF0659
 LF0659.The modeled gravity was interpolated from observed gravity values.
 LF0659
 LF0659;                    North         East    Units  Estimated Accuracy
 LF0659;SPC NE       -    68,660.      848,400.      MT  (+/- 180 meters Scaled)
 LF0659
 LF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE542736(NAD 83)
 LF0659
 LF0659                          SUPERSEDED SURVEY CONTROL
 LF0659
 LF0659  NGVD 29 (??/??/92)  318.706  (m)         1045.62   (f) ADJ UNCH    2 0
 LF0659
 LF0659.Superseded values are not recommended for survey control.
 LF0659
 LF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0659.See file dsdata.pdf to determine how the superseded data were derived.
 LF0659
 LF0659_MARKER: DB = BENCH MARK DISK
 LF0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0659_STAMPING: W 175 1934
 LF0659_MARK LOGO: CGS
 LF0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0659+STABILITY: SURFACE MOTION
 LF0659
 LF0659  HISTORY     - Date     Condition        Report By
 LF0659  HISTORY     - 1934     MONUMENTED       CGS
 LF0659  HISTORY     - 20201022 MARK NOT FOUND   NEGS
 LF0659
 LF0659                          STATION DESCRIPTION
 LF0659
 LF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0659'2.7 MI W FROM AUBURN.
 LF0659'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0659'FROM THE WATER TOWER AT AUBURN, 300 FEET SOUTHEAST OF A FARMHOUSE,
 LF0659'TWO RAILS EAST OF THE CENTER OF A ROAD CROSSING, AND 21 FEET
 LF0659'NORTH OF THE CENTERLINE F THE TRACK.  A STANDARD DISK, STAMPED
 LF0659'W 175 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LF0659
 LF0659                          STATION RECOVERY (2020)
 LF0659
 LF0659'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF0659'SEARCHED FOR.  NOT FOUND.  TRACKS AND THE HOUSE THAT THE MARK FROM THE
 LF0659'STATION 1934 DESCRIPTION HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0195 ***********************************************************************
 LG0195  DESIGNATION -  W 176
 LG0195  PID         -  LG0195
 LG0195  STATE/COUNTY-  NE/JOHNSON
 LG0195  COUNTRY     -  US
 LG0195  USGS QUAD   -  TECUMSEH (2017)
 LG0195
 LG0195                         *CURRENT SURVEY CONTROL
 LG0195  ______________________________________________________________________
 LG0195* NAD 83(1986) POSITION- 40 21 49.40   (N) 096 09 42.87   (W)   HD_HELD1
 LG0195* NAVD 88 ORTHO HEIGHT -   361.678 (meters)     1186.61  (feet) ADJUSTED
 LG0195  ______________________________________________________________________
 LG0195  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 LG0195  DYNAMIC HEIGHT  -        361.483 (meters)     1185.97  (feet) COMP
 LG0195  MODELED GRAVITY -    980,076.3   (mgal)                       NAVD 88
 LG0195
 LG0195  VERT ORDER      -  SECOND    CLASS 0
 LG0195
 LG0195.The horizontal coordinates were determined by differentially corrected
 LG0195.hand held GPS observations or other comparable positioning techniques
 LG0195.and have an estimated accuracy of +/- 3 meters.
 LG0195
 LG0195.The orthometric height was determined by differential leveling and
 LG0195.adjusted by the NATIONAL GEODETIC SURVEY
 LG0195.in June 1991.
 LG0195
 LG0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0195.GEOID18 height accuracy estimate available here.
 LG0195
 LG0195.Click photographs - Photos may exist for this station.
 LG0195
 LG0195.The dynamic height is computed by dividing the NAVD 88
 LG0195.geopotential number by the normal gravity value computed on the
 LG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0195.degrees latitude (g = 980.6199 gals.).
 LG0195
 LG0195.The modeled gravity was interpolated from observed gravity values.
 LG0195
 LG0195;                    North         East    Units  Estimated Accuracy
 LG0195;SPC NE       -    66,124.0     825,849.7     MT  (+/- 3 meters HH1 GPS) 
 LG0195
 LG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4098471995(NAD 83)
 LG0195
 LG0195                          SUPERSEDED SURVEY CONTROL
 LG0195
 LG0195  NGVD 29 (??/??/92)  361.584  (m)         1186.30   (f) ADJ UNCH    2 0
 LG0195
 LG0195.Superseded values are not recommended for survey control.
 LG0195
 LG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0195.See file dsdata.pdf to determine how the superseded data were derived.
 LG0195
 LG0195_MARKER: DB = BENCH MARK DISK
 LG0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0195_STAMPING: W 176 1934
 LG0195_MARK LOGO: CGS
 LG0195_PROJECTION: RECESSED 3 CENTIMETERS
 LG0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0195+STABILITY: SURFACE MOTION
 LG0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0195+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2019
 LG0195
 LG0195  HISTORY     - Date     Condition        Report By
 LG0195  HISTORY     - 1934     MONUMENTED       CGS
 LG0195  HISTORY     - 20191119 GOOD             JORSUR
 LG0195
 LG0195                          STATION DESCRIPTION
 LG0195
 LG0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0195'1.9 MI E FROM TECUMSEH.
 LG0195'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0195'FROM THE STATION AT TECUMSEH, JOHNSON COUNTY, AT A ROAD CROSSING,
 LG0195'95 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 32 FEET WEST OF
 LG0195'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED W 176 1934
 LG0195'AND SET IN THE TOP OF A CONCRETE POST.
 LG0195
 LG0195                          STATION RECOVERY (2019)
 LG0195
 LG0195'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG0195'ALL RAILROAD FEATURES HAVE BEEN REMOVED.  THE MARK IS ON A SLIGHT RISE
 LG0195'ON THE EAST SIDE OF 622 ROAD, 30 FT (9.1 M) EAST-SOUTHEAST OF THE
 LG0195'CENTERLINE OF A DIRT ROAD, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST
 LG0195'(BENT) AND 26.1 FT (8.0 M) NORTH-NORTHEAST OF A WATER LINE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0511 ***********************************************************************
 LF0511  DESIGNATION -  W 177
 LF0511  PID         -  LF0511
 LF0511  STATE/COUNTY-  NE/RICHARDSON
 LF0511  COUNTRY     -  US
 LF0511  USGS QUAD   -  VERDON (2017)
 LF0511
 LF0511                         *CURRENT SURVEY CONTROL
 LF0511  ______________________________________________________________________
 LF0511* NAD 83(1986) POSITION- 40 10 28.91   (N) 095 43 43.77   (W)   HD_HELD1
 LF0511* NAVD 88 ORTHO HEIGHT -   288.792 (meters)      947.48  (feet) ADJUSTED
 LF0511  ______________________________________________________________________
 LF0511  GEOID HEIGHT    -        -30.087 (meters)                     GEOID18
 LF0511  DYNAMIC HEIGHT  -        288.632 (meters)      946.95  (feet) COMP
 LF0511  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LF0511
 LF0511  VERT ORDER      -  SECOND    CLASS 0
 LF0511
 LF0511.The horizontal coordinates were determined by differentially corrected
 LF0511.hand held GPS observations or other comparable positioning techniques
 LF0511.and have an estimated accuracy of +/- 3 meters.
 LF0511
 LF0511.The orthometric height was determined by differential leveling and
 LF0511.adjusted by the NATIONAL GEODETIC SURVEY
 LF0511.in June 1991.
 LF0511
 LF0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0511.GEOID18 height accuracy estimate available here.
 LF0511
 LF0511.Click photographs - Photos may exist for this station.
 LF0511
 LF0511.The dynamic height is computed by dividing the NAVD 88
 LF0511.geopotential number by the normal gravity value computed on the
 LF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0511.degrees latitude (g = 980.6199 gals.).
 LF0511
 LF0511.The modeled gravity was interpolated from observed gravity values.
 LF0511
 LF0511;                    North         East    Units  Estimated Accuracy
 LF0511;SPC NE       -    46,886.9     863,625.9     MT  (+/- 3 meters HH1 GPS) 
 LF0511
 LF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6764850718(NAD 83)
 LF0511
 LF0511                          SUPERSEDED SURVEY CONTROL
 LF0511
 LF0511  NGVD 29 (??/??/92)  288.719  (m)          947.24   (f) ADJ UNCH    2 0
 LF0511
 LF0511.Superseded values are not recommended for survey control.
 LF0511
 LF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0511.See file dsdata.pdf to determine how the superseded data were derived.
 LF0511
 LF0511_MARKER: DB = BENCH MARK DISK
 LF0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0511_SP_SET: BRIDGE
 LF0511_STAMPING: W 177 1934
 LF0511_MARK LOGO: CGS
 LF0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0511+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2021
 LF0511
 LF0511  HISTORY     - Date     Condition        Report By
 LF0511  HISTORY     - 1934     MONUMENTED       CGS
 LF0511  HISTORY     - 1947     GOOD             CGS
 LF0511  HISTORY     - 1980     GOOD             LOCSUR
 LF0511  HISTORY     - 20211112 GOOD             JORSUR
 LF0511
 LF0511                          STATION DESCRIPTION
 LF0511
 LF0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0511'2 MI NW FROM VERDON.
 LF0511'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0511'STATION AT VERDON, AT A ROAD CROSSING, 2 POLES SOUTH OF MILE
 LF0511'POST 396-30, 24.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6.6
 LF0511'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1.0 FOOT LOWER THAN THE
 LF0511'BASE OF THE RAIL, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LF0511'CONCRETE ABUTMENT OF BRIDGE NO. 146 AND SET IN A DRILL HOLE.
 LF0511'CONSTRUCTION DATE 1933 IS STENCILED ON FACE OF ABUTMENT ACROSS THE
 LF0511'TRACK FROM THE MARK.
 LF0511
 LF0511                          STATION RECOVERY (1980)
 LF0511
 LF0511'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0511'RECOVERED IN GOOD CONDITION.
 LF0511
 LF0511                          STATION RECOVERY (2021)
 LF0511
 LF0511'RECOVERY NOTE BY JORGENSEN SURVEYING 2021 (BAJ)
 LF0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0117 ***********************************************************************
 NO0117  DESIGNATION -  W 18
 NO0117  PID         -  NO0117
 NO0117  STATE/COUNTY-  NE/CHERRY
 NO0117  COUNTRY     -  US
 NO0117  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0117
 NO0117                         *CURRENT SURVEY CONTROL
 NO0117  ______________________________________________________________________
 NO0117* NAD 83(2011) POSITION- 42 52 17.54461(N) 100 32 57.01983(W)   ADJUSTED
 NO0117* NAD 83(2011) ELLIP HT-   765.429 (meters)        (06/27/12)   ADJUSTED
 NO0117* NAD 83(2011) EPOCH   -  2010.00
 NO0117* NAVD 88 ORTHO HEIGHT -   787.306 (meters)     2583.02  (feet) ADJUSTED
 NO0117  ______________________________________________________________________
 NO0117  GEOID HEIGHT    -        -21.878 (meters)                     GEOID18
 NO0117  NAD 83(2011) X  -   -857,220.365 (meters)                     COMP
 NO0117  NAD 83(2011) Y  - -4,603,096.781 (meters)                     COMP
 NO0117  NAD 83(2011) Z  -  4,317,574.625 (meters)                     COMP
 NO0117  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 NO0117  DYNAMIC HEIGHT  -        786.993 (meters)     2581.99  (feet) COMP
 NO0117  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 NO0117
 NO0117  VERT ORDER      -  FIRST     CLASS II
 NO0117
 NO0117  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0117  Standards:
 NO0117         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0117            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0117  -------------------------------------------------------------------
 NO0117  NETWORK    1.31   2.37           0.61   0.42   1.21      0.13015767
 NO0117  -------------------------------------------------------------------
 NO0117  Click here for local accuracies and other accuracy information.
 NO0117
 NO0117.The horizontal coordinates were established by GPS observations
 NO0117.and adjusted by the National Geodetic Survey in June 2012.
 NO0117
 NO0117.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0117.been affixed to the stable North American tectonic plate. See 
 NO0117.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0117
 NO0117.The horizontal coordinates are valid at the epoch date displayed above
 NO0117.which is a decimal equivalence of Year/Month/Day.
 NO0117
 NO0117.The orthometric height was determined by differential leveling and
 NO0117.adjusted by the NATIONAL GEODETIC SURVEY
 NO0117.in June 1994.
 NO0117
 NO0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0117.GEOID18 height accuracy estimate available here.
 NO0117
 NO0117.Click photographs - Photos may exist for this station.
 NO0117
 NO0117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0117
 NO0117.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0117
 NO0117.The ellipsoidal height was determined by GPS observations
 NO0117.and is referenced to NAD 83.
 NO0117
 NO0117.The dynamic height is computed by dividing the NAVD 88
 NO0117.geopotential number by the normal gravity value computed on the
 NO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0117.degrees latitude (g = 980.6199 gals.).
 NO0117
 NO0117.The modeled gravity was interpolated from observed gravity values.
 NO0117
 NO0117. The following values were computed from the NAD 83(2011) position.
 NO0117
 NO0117;                    North         East     Units Scale Factor Converg.
 NO0117;SPC NE       -   337,493.361   455,129.628   MT  0.99994361   -0 21 50.2
 NO0117;SPC NE       - 1,107,259.47  1,493,204.45   sFT  0.99994361   -0 21 50.2
 NO0117;UTM  14      - 4,747,713.697   373,465.626   MT  0.99979697   -1 03 14.9
 NO0117
 NO0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0117!SPC NE       -   0.99987998  x   0.99994361  =   0.99982359
 NO0117!UTM  14      -   0.99987998  x   0.99979697  =   0.99967697
 NO0117
 NO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7346547713(NAD 83)
 NO0117
 NO0117                          SUPERSEDED SURVEY CONTROL
 NO0117
 NO0117  NAD 83(2007)-  42 52 17.54450(N)    100 32 57.02100(W) AD(2002.00) 0
 NO0117  ELLIP H (02/10/07)  765.458  (m)                       GP(2002.00)    
 NO0117  ELLIP H (12/12/01)  765.434  (m)                       GP(       ) 4 2
 NO0117  NAD 83(1995)-  42 52 17.54406(N)    100 32 57.02097(W) AD(       ) 3
 NO0117  ELLIP H (09/18/97)  765.489  (m)                       GP(       ) 4 2
 NO0117  NAVD 88             787.31   (m)         2583.0    (f) LEVELING    3  
 NO0117  NAVD 88 (06/15/91)  787.319  (m)         2583.06   (f) SUPERSEDED  1 2
 NO0117  NGVD 29 (??/??/92)  787.035  (m)         2582.13   (f) ADJ UNCH    1 2
 NO0117
 NO0117.Superseded values are not recommended for survey control.
 NO0117
 NO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0117.See file dsdata.pdf to determine how the superseded data were derived.
 NO0117
 NO0117_MARKER: DB = BENCH MARK DISK
 NO0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0117_STAMPING: 2582.131 W 18 1933
 NO0117_MARK LOGO: CGS
 NO0117_PROJECTION: PROJECTING 12 CENTIMETERS
 NO0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0117+STABILITY: SURFACE MOTION
 NO0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0117+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2019
 NO0117
 NO0117  HISTORY     - Date     Condition        Report By
 NO0117  HISTORY     - 1933     MONUMENTED       CGS
 NO0117  HISTORY     - 1957     GOOD             CGS
 NO0117  HISTORY     - 19910803 GOOD             NGS
 NO0117  HISTORY     - 19970712 GOOD             NGS
 NO0117  HISTORY     - 20100629 GOOD             HWSCON
 NO0117  HISTORY     - 20140122 GOOD             INDIV
 NO0117  HISTORY     - 20190327 GOOD             NEGS
 NO0117
 NO0117                          STATION DESCRIPTION
 NO0117
 NO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0117'AT VALENTINE.
 NO0117'AT VALENTINE, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN
 NO0117'T. 34 N., R. 27 W., SECTION 31., 103 FEET EAST OF THE SOUTHEAST
 NO0117'CORNER OF THE STATION, 40 FEET WEST OF THE CENTER LINE OF HALL
 NO0117'STREET, 16 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 61
 NO0117'FEET WEST AND ACROSS HALL STREET FROM A SWITCH STAND, 1 FOOT
 NO0117'NORTH OF THE NORTH EDGE OF THE BRICK PLATFORM IN FRONT OF THE
 NO0117'STATION, 1 FOOT WEST OF THE WEST EDGE OF A SIDEWALK, ABOUT LEVEL
 NO0117'WITH THE WALK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0117'1 INCH.
 NO0117
 NO0117                          STATION RECOVERY (1991)
 NO0117
 NO0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0117'IN VALENTINE, AT THE INTERSECTION OF 1ST AND HALL STREETS, 29.6 M
 NO0117'(97.1 FT) SOUTH OF THE CENTER OF 1ST STREET, 12.8 M (42.0 FT) WEST OF
 NO0117'THE CENTER OF HALL STREET, 4.8 M (15.7 FT) NORTH OF THE NEAR RAIL OF
 NO0117'THE CHICAGO AND NORTHWESTERN RAILROAD, AND THE MONUMENT PROJECTS 0.3
 NO0117'M (1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT LEANS
 NO0117'SLIGHTLY TO THE SOUTH, BUT IS SOLID IN PLACE.
 NO0117
 NO0117                          STATION RECOVERY (1997)
 NO0117
 NO0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NO0117'THE STATION IS LOCATED ON THE SOUTH SIDE OF VALENTINE. OWNERSHIP--CITY
 NO0117'OF VALENTINE.  TO REACH THE STATION FROM THE INTERSECTION OF U S
 NO0117'HIGHWAYS 20 AND 83 NORTH IN VALENTINE, GO EASTERLY ON THE U S HIGHWAYS
 NO0117'FOR 0.1 MI (0.2 KM) TO HALL STREET ON THE LEFT.  TURN LEFT AND GO
 NO0117'NORTH FOR 0.25 MI (0.40 KM) ALONG THE STREET TO THE STATION LEFT JUST
 NO0117'BEFORE REACHING 1ST STREET.  THE STATION IS 97.1 FT (29.6 M) SOUTH OF
 NO0117'THE CENTER OF 1ST STREET, 42.0 FT (12.8 M) WEST OF THE CENTER OF HALL
 NO0117'STREET, 17.0 FT (5.2 M) NORTH OF THE CENTER OF A CONCRETE WALK (THE
 NO0117'COWBOY TRAIL) , AND THE MONUMENT IS PROJECTING 0.9-FEET ABOVE THE
 NO0117'GROUND SURFACE.
 NO0117
 NO0117                          STATION RECOVERY (2010)
 NO0117
 NO0117'RECOVERY NOTE BY HWS CONSULTING GROUP 2010 (JPH)
 NO0117'RECOVERED IN GOOD CONDITION.
 NO0117
 NO0117                          STATION RECOVERY (2014)
 NO0117
 NO0117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NO0117'RECOVERED AS DESCRIBED.
 NO0117
 NO0117                          STATION RECOVERY (2019)
 NO0117
 NO0117'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 NO0117'THE STATION RECOVERY FROM 1997 IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0282 ***********************************************************************
 NN0282  DESIGNATION -  W 19
 NN0282  PID         -  NN0282
 NN0282  STATE/COUNTY-  NE/BOYD
 NN0282  COUNTRY     -  US
 NN0282  USGS QUAD   -  BUTTE (2017)
 NN0282
 NN0282                         *CURRENT SURVEY CONTROL
 NN0282  ______________________________________________________________________
 NN0282* NAD 83(1986) POSITION- 42 53 10.     (N) 098 49 42.     (W)   SCALED
 NN0282* NAVD 88 ORTHO HEIGHT -   547.803 (meters)     1797.25  (feet) ADJUSTED
 NN0282  ______________________________________________________________________
 NN0282  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 NN0282  DYNAMIC HEIGHT  -        547.603 (meters)     1796.59  (feet) COMP
 NN0282  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 NN0282
 NN0282  VERT ORDER      -  FIRST     CLASS II
 NN0282
 NN0282.The horizontal coordinates were scaled from a map and have
 NN0282.an estimated accuracy of +/- 6 seconds.
 NN0282
 NN0282.The orthometric height was determined by differential leveling and
 NN0282.adjusted by the NATIONAL GEODETIC SURVEY
 NN0282.in June 1991.
 NN0282
 NN0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0282.GEOID18 height accuracy estimate available here.
 NN0282
 NN0282.Click photographs - Photos may exist for this station.
 NN0282
 NN0282.The dynamic height is computed by dividing the NAVD 88
 NN0282.geopotential number by the normal gravity value computed on the
 NN0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0282.degrees latitude (g = 980.6199 gals.).
 NN0282
 NN0282.The modeled gravity was interpolated from observed gravity values.
 NN0282
 NN0282;                    North         East    Units  Estimated Accuracy
 NN0282;SPC NE       -   339,620.      595,710.      MT  (+/- 180 meters Scaled)
 NN0282
 NN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN140481(NAD 83)
 NN0282
 NN0282                          SUPERSEDED SURVEY CONTROL
 NN0282
 NN0282  NGVD 29 (??/??/92)  547.510  (m)         1796.29   (f) ADJ UNCH    1 2
 NN0282
 NN0282.Superseded values are not recommended for survey control.
 NN0282
 NN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0282.See file dsdata.pdf to determine how the superseded data were derived.
 NN0282
 NN0282_MARKER: DB = BENCH MARK DISK
 NN0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0282_STAMPING: 1796.289 W 19 1933
 NN0282_MARK LOGO: CGS
 NN0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0282+STABILITY: SURFACE MOTION
 NN0282
 NN0282  HISTORY     - Date     Condition        Report By
 NN0282  HISTORY     - 1933     MONUMENTED       CGS
 NN0282
 NN0282                          STATION DESCRIPTION
 NN0282
 NN0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0282'2.5 MI SE FROM BUTTE.
 NN0282'2-1/2 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM BUTTE, BOYD
 NN0282'COUNTY, 0.6 MILE EAST OF A TURN IN THE HIGHWAY, 0.1 MILE EAST
 NN0282'OF A CREEK, AT THE HIGHEST POINT OF THE HIGHWAY, 6 YARDS SOUTH
 NN0282'OF THE HIGHWAY, 6 YARDS WEST OF AN ENTRANCE TO A FIELD, AND
 NN0282'1 YARDS SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 1796.289
 NN0282'W 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0282'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0373 ***********************************************************************
 NN0373  DESIGNATION -  W 2
 NN0373  PID         -  NN0373
 NN0373  STATE/COUNTY-  NE/ROCK
 NN0373  COUNTRY     -  US
 NN0373  USGS QUAD   -  NEWPORT SW (2017)
 NN0373
 NN0373                         *CURRENT SURVEY CONTROL
 NN0373  ______________________________________________________________________
 NN0373* NAD 83(1986) POSITION- 42 35 53.     (N) 099 25 17.     (W)   SCALED
 NN0373* NAVD 88 ORTHO HEIGHT -   693.514 (meters)     2275.30  (feet) ADJUSTED
 NN0373  ______________________________________________________________________
 NN0373  GEOID HEIGHT    -        -23.503 (meters)                     GEOID18
 NN0373  DYNAMIC HEIGHT  -        693.236 (meters)     2274.39  (feet) COMP
 NN0373  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 NN0373
 NN0373  VERT ORDER      -  FIRST     CLASS II
 NN0373
 NN0373.The horizontal coordinates were scaled from a map and have
 NN0373.an estimated accuracy of +/- 6 seconds.
 NN0373
 NN0373.The orthometric height was determined by differential leveling and
 NN0373.adjusted by the NATIONAL GEODETIC SURVEY
 NN0373.in June 1991.
 NN0373
 NN0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0373.GEOID18 height accuracy estimate available here.
 NN0373
 NN0373.Click photographs - Photos may exist for this station.
 NN0373
 NN0373.The dynamic height is computed by dividing the NAVD 88
 NN0373.geopotential number by the normal gravity value computed on the
 NN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0373.degrees latitude (g = 980.6199 gals.).
 NN0373
 NN0373.The modeled gravity was interpolated from observed gravity values.
 NN0373
 NN0373;                    North         East    Units  Estimated Accuracy
 NN0373;SPC NE       -   307,130.      547,480.      MT  (+/- 180 meters Scaled)
 NN0373
 NN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN654162(NAD 83)
 NN0373
 NN0373                          SUPERSEDED SURVEY CONTROL
 NN0373
 NN0373  NGVD 29 (??/??/92)  693.273  (m)         2274.51   (f) ADJ UNCH    1 2
 NN0373
 NN0373.Superseded values are not recommended for survey control.
 NN0373
 NN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0373.See file dsdata.pdf to determine how the superseded data were derived.
 NN0373
 NN0373_MARKER: Q = CHISELED SQUARE
 NN0373_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0373
 NN0373  HISTORY     - Date     Condition        Report By
 NN0373  HISTORY     - 1901     MONUMENTED       CGS
 NN0373  HISTORY     - 1946     GOOD             CGS
 NN0373  HISTORY     - 1982     GOOD             LOCSUR
 NN0373  HISTORY     - 19971128 GOOD             LOCSUR
 NN0373
 NN0373                          STATION DESCRIPTION
 NN0373
 NN0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0373'6 MI E FROM BASSET.
 NN0373'6.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0373'THE STATION AT BASSETT, ROCK COUNTY, AT THE CROSSING OF A
 NN0373'COUNTY ROAD, 52 FEET WEST OF THE CENTERLINE OF THE ROAD, 42.5
 NN0373'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 8.5 FEET WEST OF THE
 NN0373'FENCE PARALLELING THE ROAD, 6.5 FEET NORTH OF THE RIGHT-OF-WAY
 NN0373'FENCE, AND 4 FEET NORTH OF A POLE.  THE BOTTOM OF A SQUARE
 NN0373'HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NN0373'POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0373
 NN0373                          STATION RECOVERY (1982)
 NN0373
 NN0373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0373'RECOVERED IN GOOD CONDITION.
 NN0373
 NN0373                          STATION RECOVERY (1997)
 NN0373
 NN0373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0373'LOCATED 6 MILES (9.7 KM) EAST FROM BASSETT, ALONG THE COWBOY TRAIL
 NN0373'(FORMER CHICAGO AND NORTH WESTERN RAILROAD) AT THE CROSSISNG OF A
 NN0373'COUNTY ROAD, 42 FEET (12.8 M) SOUTH FROM THE CENTER OF THE COWBOY
 NN0373'TRAIL (MEASURED PERPENDICULAR TO THE TRAIL) , 45 FEET (13.7 M) WEST
 NN0373'FROM THE CENTER OF THE COUNTY ROAD (MEASURED PERPENDICULAR TO THE
 NN0373'ROAD) , 6.4 FEET (2.0 M) NORTH FROM A FENCE RUNNING EAST-WEST, 10 FEET
 NN0373'(3.0 M) NORTHWEST FROM A CORNER FENCE POST, 4.6 FEET (1.4 M) NORTHEAST
 NN0373'FROM THE NORTHEAST FACE OF AN ABANDONED RAILROAD TELEGRAPH POLE, 0.8
 NN0373'FOOT (24.4 CM) NORTH OF A 4 INCH SQUARE WOODEN WITNESS POST.  THE
 NN0373'BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE CENTER OF A 6 INCH SQUARE
 NN0373'LIMESTONE POST PROJECTING 0.4 FEET (12.2 CM) ABOVE THE SURFACE WITH
 NN0373'THE LETTERS USBM ON TOP AT THE FOUR CORNERS.  TO REACH FROM NEWPORT,
 NN0373'GO WEST ALONG HIGHWAY 20 FOR APPROXIMATELY 5.0 MILES (8.0 KM) (OR 6.0
 NN0373'MILES (9.7 KM) EAST OF BASSETT) TO THE INTERSECTION OF A COUNTY ROAD
 NN0373'RUNNING NORTH AND SOUTH.  (HIGHWAY 20 MILEPOST 265.2) .  THEN GO NORTH
 NN0373'ON THE COUNTY ROAD 1.2 MILES (1.9 KM) TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0174 ***********************************************************************
 NO0174  DESIGNATION -  W 20
 NO0174  PID         -  NO0174
 NO0174  STATE/COUNTY-  NE/CHERRY
 NO0174  COUNTRY     -  US
 NO0174  USGS QUAD   -  KENNEDY (2017)
 NO0174
 NO0174                         *CURRENT SURVEY CONTROL
 NO0174  ______________________________________________________________________
 NO0174* NAD 83(1986) POSITION- 42 33 47.33   (N) 100 46 31.46   (W)   HD_HELD1
 NO0174* NAVD 88 ORTHO HEIGHT -   915.050 (meters)     3002.13  (feet) ADJUSTED
 NO0174  ______________________________________________________________________
 NO0174  GEOID HEIGHT    -        -21.139 (meters)                     GEOID18
 NO0174  DYNAMIC HEIGHT  -        914.626 (meters)     3000.74  (feet) COMP
 NO0174  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 NO0174
 NO0174  VERT ORDER      -  FIRST     CLASS II
 NO0174
 NO0174.The horizontal coordinates were determined by differentially corrected
 NO0174.hand held GPS observations or other comparable positioning techniques
 NO0174.and have an estimated accuracy of +/- 3 meters.
 NO0174
 NO0174.The orthometric height was determined by differential leveling and
 NO0174.adjusted by the NATIONAL GEODETIC SURVEY
 NO0174.in June 1994.
 NO0174
 NO0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0174.GEOID18 height accuracy estimate available here.
 NO0174
 NO0174.Click photographs - Photos may exist for this station.
 NO0174
 NO0174.The dynamic height is computed by dividing the NAVD 88
 NO0174.geopotential number by the normal gravity value computed on the
 NO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0174.degrees latitude (g = 980.6199 gals.).
 NO0174
 NO0174.The modeled gravity was interpolated from observed gravity values.
 NO0174
 NO0174;                    North         East    Units  Estimated Accuracy
 NO0174;SPC NE       -   303,381.8     436,338.3     MT  (+/- 3 meters HH1 GPS) 
 NO0174
 NO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5426613832(NAD 83)
 NO0174
 NO0174                          SUPERSEDED SURVEY CONTROL
 NO0174
 NO0174  NAVD 88 (06/15/91)  915.038  (m)         3002.09   (f) SUPERSEDED  1 2
 NO0174  NGVD 29 (02/14/92)  914.740  (m)         3001.11   (f) ADJUSTED    1 2
 NO0174  NGVD 29 (??/??/87)  914.722  (m)         3001.05   (f) SUPERSEDED  1 2
 NO0174
 NO0174.Superseded values are not recommended for survey control.
 NO0174
 NO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0174.See file dsdata.pdf to determine how the superseded data were derived.
 NO0174
 NO0174_MARKER: DB = BENCH MARK DISK
 NO0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0174_STAMPING: W 20 1933 3001.050
 NO0174_MARK LOGO: CGS
 NO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0174+STABILITY: SURFACE MOTION
 NO0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0174+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0174
 NO0174  HISTORY     - Date     Condition        Report By
 NO0174  HISTORY     - 1933     MONUMENTED       CGS
 NO0174  HISTORY     - 1934     GOOD             CGS
 NO0174  HISTORY     - 19910804 GOOD             NGS
 NO0174
 NO0174                          STATION DESCRIPTION
 NO0174
 NO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0174'32.4 MI SW FROM VALENTINE.
 NO0174'5.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NO0174'SIMEON, CHERRY COUNTY, 2.4 MILES NORTHEAST OF KENNEDY, 4.0 MILES
 NO0174'NORTHEAST OF THE ROAD JUNCTION AT TINY TOWN, 92 FEET SOUTH OF AN
 NO0174'AUTOMOBILE GATE ACROSS THE ROAD, AND AT A FENCE LINE.  A STANDARD
 NO0174'DISK, STAMPED 3001.050 W 20 1933 AND SET IN THE TOP OF A CONCRETE
 NO0174'POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0174
 NO0174                          STATION RECOVERY (1991)
 NO0174
 NO0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0174'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0174'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 28.0 KM (17.40 MI) WESTERLY
 NO0174'ALONG STATE HIGHWAY SPUR 16B, 106.2 M (348.4 FT) NORTH OF AND LEVEL
 NO0174'WITH THE HIGHWAY CENTERLINE, 23.7 M (77.8 FT) SOUTH OF A LONE TRIPLE
 NO0174'TRUNKED COTTONWOOD TREE, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 NO0174'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NO0174'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY J.R. BEEL, HC
 NO0174'37, BOX 34, VALENTINE, NEBRASKA, 69201.  TELEPHONE NUMBER (402)
 NO0174'376-1477.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0057 ***********************************************************************
 LJ0057  DESIGNATION -  W 200
 LJ0057  PID         -  LJ0057
 LJ0057  STATE/COUNTY-  NE/RED WILLOW
 LJ0057  COUNTRY     -  US
 LJ0057  USGS QUAD   -  LEBANON (2017)
 LJ0057
 LJ0057                         *CURRENT SURVEY CONTROL
 LJ0057  ______________________________________________________________________
 LJ0057* NAD 83(1986) POSITION- 40 03 09.     (N) 100 19 04.     (W)   SCALED
 LJ0057* NAVD 88 ORTHO HEIGHT -   737.399 (meters)     2419.28  (feet) ADJUSTED
 LJ0057  ______________________________________________________________________
 LJ0057  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 LJ0057  DYNAMIC HEIGHT  -        736.900 (meters)     2417.65  (feet) COMP
 LJ0057  MODELED GRAVITY -    979,924.7   (mgal)                       NAVD 88
 LJ0057
 LJ0057  VERT ORDER      -  SECOND    CLASS 0
 LJ0057
 LJ0057.The horizontal coordinates were scaled from a map and have
 LJ0057.an estimated accuracy of +/- 6 seconds.
 LJ0057
 LJ0057.The orthometric height was determined by differential leveling and
 LJ0057.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0057.in June 1991.
 LJ0057
 LJ0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0057.GEOID18 height accuracy estimate available here.
 LJ0057
 LJ0057.Click photographs - Photos may exist for this station.
 LJ0057
 LJ0057.The dynamic height is computed by dividing the NAVD 88
 LJ0057.geopotential number by the normal gravity value computed on the
 LJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0057.degrees latitude (g = 980.6199 gals.).
 LJ0057
 LJ0057.The modeled gravity was interpolated from observed gravity values.
 LJ0057
 LJ0057;                    North         East    Units  Estimated Accuracy
 LJ0057;SPC NE       -    24,390.      472,890.      MT  (+/- 180 meters Scaled)
 LJ0057
 LJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK875344(NAD 83)
 LJ0057
 LJ0057                          SUPERSEDED SURVEY CONTROL
 LJ0057
 LJ0057  NGVD 29 (??/??/92)  737.101  (m)         2418.31   (f) ADJ UNCH    2 0
 LJ0057
 LJ0057.Superseded values are not recommended for survey control.
 LJ0057
 LJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0057.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0057
 LJ0057_MARKER: DB = BENCH MARK DISK
 LJ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0057_STAMPING: W 200 1934
 LJ0057_MARK LOGO: CGS
 LJ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0057+STABILITY: SURFACE MOTION
 LJ0057
 LJ0057  HISTORY     - Date     Condition        Report By
 LJ0057  HISTORY     - 1934     MONUMENTED       CGS
 LJ0057  HISTORY     - 1957     MARK NOT FOUND   CGS
 LJ0057
 LJ0057                          STATION DESCRIPTION
 LJ0057
 LJ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0057'2 MI W FROM LEBANON.
 LJ0057'2.0 MILES WEST OF BURLINGTON STATION AT LEBANON 0.3 MILE WEST
 LJ0057'OF A RAILROAD CROSSING, AT MILEPOST 48, 45 FEET NORTH OF CENTERLINE
 LJ0057'OF C.B. AND Q. RR. TRACK, 1 FOOT SOUTH OF RIGHT OF WAY FENCE.
 LJ0057
 LJ0057                          STATION RECOVERY (1957)
 LJ0057
 LJ0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LJ0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0848 ***********************************************************************
 ML0848  DESIGNATION -  W 206
 ML0848  PID         -  ML0848
 ML0848  STATE/COUNTY-  NE/CUSTER
 ML0848  COUNTRY     -  US
 ML0848  USGS QUAD   -  ANSELMO NW (2017)
 ML0848
 ML0848                         *CURRENT SURVEY CONTROL
 ML0848  ______________________________________________________________________
 ML0848* NAD 83(1986) POSITION- 41 43 23.     (N) 099 59 04.     (W)   SCALED
 ML0848* NAVD 88 ORTHO HEIGHT -   819.919 (meters)     2690.02  (feet) ADJUSTED
 ML0848  ______________________________________________________________________
 ML0848  GEOID HEIGHT    -        -22.291 (meters)                     GEOID18
 ML0848  DYNAMIC HEIGHT  -        819.498 (meters)     2688.64  (feet) COMP
 ML0848  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 ML0848
 ML0848  VERT ORDER      -  SECOND    CLASS 0
 ML0848
 ML0848.The horizontal coordinates were scaled from a map and have
 ML0848.an estimated accuracy of +/- 6 seconds.
 ML0848
 ML0848.The orthometric height was determined by differential leveling and
 ML0848.adjusted by the NATIONAL GEODETIC SURVEY
 ML0848.in June 1991.
 ML0848
 ML0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0848.GEOID18 height accuracy estimate available here.
 ML0848
 ML0848.Click photographs - Photos may exist for this station.
 ML0848
 ML0848.The dynamic height is computed by dividing the NAVD 88
 ML0848.geopotential number by the normal gravity value computed on the
 ML0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0848.degrees latitude (g = 980.6199 gals.).
 ML0848
 ML0848.The modeled gravity was interpolated from observed gravity values.
 ML0848
 ML0848;                    North         East    Units  Estimated Accuracy
 ML0848;SPC NE       -   209,810.      501,290.      MT  (+/- 180 meters Scaled)
 ML0848
 ML0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM181194(NAD 83)
 ML0848
 ML0848                          SUPERSEDED SURVEY CONTROL
 ML0848
 ML0848  NGVD 29 (??/??/92)  819.629  (m)         2689.07   (f) ADJ UNCH    2 0
 ML0848
 ML0848.Superseded values are not recommended for survey control.
 ML0848
 ML0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0848.See file dsdata.pdf to determine how the superseded data were derived.
 ML0848
 ML0848_MARKER: DB = BENCH MARK DISK
 ML0848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0848_SP_SET: CULVERT HEADWALL
 ML0848_STAMPING: W 206 1939
 ML0848_MARK LOGO: CGS
 ML0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0848+STABILITY: SURFACE MOTION
 ML0848
 ML0848  HISTORY     - Date     Condition        Report By
 ML0848  HISTORY     - 1939     MONUMENTED       CGS
 ML0848
 ML0848                          STATION DESCRIPTION
 ML0848
 ML0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0848'10 MI SE FROM DUNNING.
 ML0848'10 MI. S.E. OF DUNNING ALONG C.B. AND Q.R.R., MARK SET ON N.
 ML0848'END OF CULVERT UNDER HIGHWAY, 41 YDS. S. OF S. RAIL, 88 YDS.
 ML0848'E. OF ROAD WHICH LEADS TO KNEEL RANCH, 20 FT. N. OF CENTER-LINE
 ML0848'OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0849 ***********************************************************************
 ML0849  DESIGNATION -  W 206 RESET
 ML0849  PID         -  ML0849
 ML0849  STATE/COUNTY-  NE/CUSTER
 ML0849  COUNTRY     -  US
 ML0849  USGS QUAD   -  ANSELMO NW (2017)
 ML0849
 ML0849                         *CURRENT SURVEY CONTROL
 ML0849  ______________________________________________________________________
 ML0849* NAD 83(1986) POSITION- 41 43 23.     (N) 099 59 04.     (W)   SCALED
 ML0849* NAVD 88 ORTHO HEIGHT -   820.36  (meters)     2691.5   (feet) RESET
 ML0849  ______________________________________________________________________
 ML0849  GEOID HEIGHT    -        -22.291 (meters)                     GEOID18
 ML0849  VERT ORDER      -  THIRD
 ML0849
 ML0849.The horizontal coordinates were scaled from a map and have
 ML0849.an estimated accuracy of +/- 6 seconds.
 ML0849
 ML0849.The orthometric height was computed from unverified reset data.
 ML0849
 ML0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0849.GEOID18 height accuracy estimate available here.
 ML0849
 ML0849.Click photographs - Photos may exist for this station.
 ML0849
 ML0849;                    North         East    Units  Estimated Accuracy
 ML0849;SPC NE       -   209,810.      501,290.      MT  (+/- 180 meters Scaled)
 ML0849
 ML0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM181194(NAD 83)
 ML0849
 ML0849                          SUPERSEDED SURVEY CONTROL
 ML0849
 ML0849  NGVD 29 (??/??/??)  820.07   (m)         2690.5    (f) RESET       3  
 ML0849
 ML0849.Superseded values are not recommended for survey control.
 ML0849
 ML0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0849.See file dsdata.pdf to determine how the superseded data were derived.
 ML0849
 ML0849_MARKER: DB = BENCH MARK DISK
 ML0849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0849_SP_SET: CULVERT HEADWALL
 ML0849_STAMPING: W 206 RESET 1954
 ML0849_MARK LOGO: CGS
 ML0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0849+STABILITY: SURFACE MOTION
 ML0849
 ML0849  HISTORY     - Date     Condition        Report By
 ML0849  HISTORY     - 1954     MONUMENTED       NEDR
 ML0849  HISTORY     - 1977     GOOD             BNRR
 ML0849  HISTORY     - 1984     GOOD             NEDR
 ML0849  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0849
 ML0849                          STATION DESCRIPTION
 ML0849
 ML0849'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1954
 ML0849'2.6 MI SE FROM LINSCOTT.
 ML0849'IN CUSTER COUNTY, 2.6 MILES SOUTHEAST ALONG THE CHICAGO,
 ML0849'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LINSCOTT,
 ML0849'BLAINE COUNTY, 88 YARDS SOUTHEAST OF A ROAD LEADING TO KNOEL
 ML0849'RANCH, 145 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT A
 ML0849'48-INCH CORRUGATED METAL PIPE CULVERT UNDER STATE HIGHWAY 2,
 ML0849'AND IN THE NORTHEAST HEADWALL.  A STANDARD DISK, STAMPED W 206
 ML0849'RESET 1954.
 ML0849
 ML0849                          STATION RECOVERY (1977)
 ML0849
 ML0849'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 ML0849'RECOVERED IN GOOD CONDITION.
 ML0849
 ML0849                          STATION RECOVERY (1984)
 ML0849
 ML0849'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1984
 ML0849'DESC: IS FROM THE LINSCOTT STATION WHICH HAS BEEN MOVED. SHOULD BE
 ML0849'0.15 MILE SOUTHEAST OF LINSCOTT STA. ALSO THE NAMEOF THE RANCH HAS
 ML0849'BEEN CHANGED FROM KNEEL RANCH TO REICKS RANCH. MILEPOST 348.5 OF HWY.
 ML0849'2.
 ML0849
 ML0849                          STATION RECOVERY (2021)
 ML0849
 ML0849'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0849'MARK BELIEVED DESTROYED DUE TO NEW CULVERT BUILT NEAR THE LOCATION OF
 ML0849'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0293 ***********************************************************************
 LG0293  DESIGNATION -  W 207
 LG0293  PID         -  LG0293
 LG0293  STATE/COUNTY-  NE/LANCASTER
 LG0293  COUNTRY     -  US
 LG0293  USGS QUAD   -  BENNET (2017)
 LG0293
 LG0293                         *CURRENT SURVEY CONTROL
 LG0293  ______________________________________________________________________
 LG0293* NAD 83(1986) POSITION- 40 42 31.     (N) 096 34 22.     (W)   SCALED
 LG0293* NAVD 88 ORTHO HEIGHT -   440.196 (meters)     1444.21  (feet) ADJUSTED
 LG0293  ______________________________________________________________________
 LG0293  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 LG0293  DYNAMIC HEIGHT  -        440.002 (meters)     1443.57  (feet) COMP
 LG0293  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 LG0293
 LG0293  VERT ORDER      -  FIRST     CLASS II
 LG0293
 LG0293.The horizontal coordinates were scaled from a map and have
 LG0293.an estimated accuracy of +/- 6 seconds.
 LG0293
 LG0293.The orthometric height was determined by differential leveling and
 LG0293.adjusted by the NATIONAL GEODETIC SURVEY
 LG0293.in June 1991.
 LG0293
 LG0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0293.GEOID18 height accuracy estimate available here.
 LG0293
 LG0293.Click photographs - Photos may exist for this station.
 LG0293
 LG0293.The dynamic height is computed by dividing the NAVD 88
 LG0293.geopotential number by the normal gravity value computed on the
 LG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0293.degrees latitude (g = 980.6199 gals.).
 LG0293
 LG0293.The modeled gravity was interpolated from observed gravity values.
 LG0293
 LG0293;                    North         East    Units  Estimated Accuracy
 LG0293;SPC NE       -   102,920.      789,470.      MT  (+/- 180 meters Scaled)
 LG0293
 LG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL050092(NAD 83)
 LG0293
 LG0293                          SUPERSEDED SURVEY CONTROL
 LG0293
 LG0293  NGVD 29 (??/??/92)  440.088  (m)         1443.86   (f) ADJ UNCH    1 2
 LG0293
 LG0293.Superseded values are not recommended for survey control.
 LG0293
 LG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0293.See file dsdata.pdf to determine how the superseded data were derived.
 LG0293
 LG0293_MARKER: DB = BENCH MARK DISK
 LG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0293_STAMPING: W 207 1940
 LG0293_MARK LOGO: CGS
 LG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0293+STABILITY: SURFACE MOTION
 LG0293
 LG0293  HISTORY     - Date     Condition        Report By
 LG0293  HISTORY     - 1940     MONUMENTED       CGS
 LG0293  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0293  HISTORY     - 20060822 MARK NOT FOUND   NEDR
 LG0293
 LG0293                          STATION DESCRIPTION
 LG0293
 LG0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0293'1.5 MI SE FROM CHENEY.
 LG0293'1.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0293'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 0.2
 LG0293'MILE EAST OF MILEPOST 51, AT A FARM-ROAD CROSSING, 55 FEET
 LG0293'SOUTHEAST OF THE CENTER OF THE CROSSING, 47 FEET SOUTH OF THE
 LG0293'CENTERLINE OF THE TRACK, 25 FEET EAST OF THE CENTER OF A GATE
 LG0293'IN THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF THE FENCE, AND
 LG0293'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0293'STAMPED W 207 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0293'PROJECTING 0.7 FOOT ABOVE GROUND.
 LG0293
 LG0293                          STATION RECOVERY (1991)
 LG0293
 LG0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0293'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LG0293
 LG0293                          STATION RECOVERY (2006)
 LG0293
 LG0293'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0429 ***********************************************************************
 LG0429  DESIGNATION -  W 209
 LG0429  PID         -  LG0429
 LG0429  STATE/COUNTY-  NE/SALINE
 LG0429  COUNTRY     -  US
 LG0429  USGS QUAD   -  DORCHESTER NW (2017)
 LG0429
 LG0429                         *CURRENT SURVEY CONTROL
 LG0429  ______________________________________________________________________
 LG0429* NAD 83(1986) POSITION- 40 39 36.36   (N) 097 11 54.63   (W)   HD_HELD1
 LG0429* NAVD 88 ORTHO HEIGHT -   464.451 (meters)     1523.79  (feet) ADJUSTED
 LG0429  ______________________________________________________________________
 LG0429  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 LG0429  DYNAMIC HEIGHT  -        464.193 (meters)     1522.94  (feet) COMP
 LG0429  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 LG0429
 LG0429  VERT ORDER      -  FIRST     CLASS II
 LG0429
 LG0429.The horizontal coordinates were determined by differentially corrected
 LG0429.hand held GPS observations or other comparable positioning techniques
 LG0429.and have an estimated accuracy of +/- 3 meters.
 LG0429
 LG0429.The orthometric height was determined by differential leveling and
 LG0429.adjusted by the NATIONAL GEODETIC SURVEY
 LG0429.in June 1991.
 LG0429
 LG0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0429.GEOID18 height accuracy estimate available here.
 LG0429
 LG0429.Click photographs - Photos may exist for this station.
 LG0429
 LG0429.The dynamic height is computed by dividing the NAVD 88
 LG0429.geopotential number by the normal gravity value computed on the
 LG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0429.degrees latitude (g = 980.6199 gals.).
 LG0429
 LG0429.The modeled gravity was interpolated from observed gravity values.
 LG0429
 LG0429;                    North         East    Units  Estimated Accuracy
 LG0429;SPC NE       -    95,632.1     736,814.0     MT  (+/- 3 meters HH1 GPS) 
 LG0429
 LG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5228702586(NAD 83)
 LG0429
 LG0429                          SUPERSEDED SURVEY CONTROL
 LG0429
 LG0429  NGVD 29 (??/??/92)  464.286  (m)         1523.25   (f) ADJ UNCH    1 2
 LG0429
 LG0429.Superseded values are not recommended for survey control.
 LG0429
 LG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0429.See file dsdata.pdf to determine how the superseded data were derived.
 LG0429
 LG0429_MARKER: DB = BENCH MARK DISK
 LG0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0429_STAMPING: W 209 1940
 LG0429_MARK LOGO: CGS
 LG0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0429+STABILITY: SURFACE MOTION
 LG0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0429+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0429
 LG0429  HISTORY     - Date     Condition        Report By
 LG0429  HISTORY     - 1940     MONUMENTED       CGS
 LG0429  HISTORY     - 1941     GOOD             CGS
 LG0429  HISTORY     - 19911009 GOOD             NGS
 LG0429
 LG0429                          STATION DESCRIPTION
 LG0429
 LG0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LG0429'4.4 MI W FROM DORCHESTER.
 LG0429'4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0429'FROM THE STATION AT DORCHESTER, SALINE COUNTY, AT A ROAD CROSSING,
 LG0429'110 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 LG0429'53 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 13.5 FEET WEST
 LG0429'OF A POLE WITH TWO GUY WIRES, AND 3 FEET EAST OF A WHITE WOODEN
 LG0429'WITNESS POST.  A STANDARD DISK, STAMPED W 209 1940 AND SET IN THE
 LG0429'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0429
 LG0429                          STATION RECOVERY (1991)
 LG0429
 LG0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0429'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0429'IN CRETE, THENCE 2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0429'THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG COUNTY ROAD 1000, 35.2 M
 LG0429'(115.5 FT) WEST OF THE ROAD CENTER, 15.4 M (50.5 FT) SOUTH OF THE
 LG0429'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 14.6 M (47.9 FT) NORTH
 LG0429'OF A FENCE, 5.0 M (16.4 FT) WEST OF A UTILITY POLE, 2.0 M (6.6 FT)
 LG0429'BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 LG0429'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0246 ***********************************************************************
 NO0246  DESIGNATION -  W 21
 NO0246  PID         -  NO0246
 NO0246  STATE/COUNTY-  NE/HOOKER
 NO0246  COUNTRY     -  US
 NO0246  USGS QUAD   -  MULLEN (2017)
 NO0246
 NO0246                         *CURRENT SURVEY CONTROL
 NO0246  ______________________________________________________________________
 NO0246* NAD 83(1986) POSITION- 42 04 02.     (N) 101 02 23.     (W)   SCALED
 NO0246* NAVD 88 ORTHO HEIGHT -   939.445 (meters)     3082.16  (feet) ADJUSTED
 NO0246  ______________________________________________________________________
 NO0246  GEOID HEIGHT    -        -20.660 (meters)                     GEOID18
 NO0246  DYNAMIC HEIGHT  -        938.949 (meters)     3080.54  (feet) COMP
 NO0246  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 NO0246
 NO0246  VERT ORDER      -  FIRST     CLASS II
 NO0246
 NO0246.The horizontal coordinates were scaled from a map and have
 NO0246.an estimated accuracy of +/- 6 seconds.
 NO0246
 NO0246.The orthometric height was determined by differential leveling and
 NO0246.adjusted by the NATIONAL GEODETIC SURVEY
 NO0246.in June 1991.
 NO0246
 NO0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0246.GEOID18 height accuracy estimate available here.
 NO0246
 NO0246.Click photographs - Photos may exist for this station.
 NO0246
 NO0246.The dynamic height is computed by dividing the NAVD 88
 NO0246.geopotential number by the normal gravity value computed on the
 NO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0246.degrees latitude (g = 980.6199 gals.).
 NO0246
 NO0246.The modeled gravity was interpolated from observed gravity values.
 NO0246
 NO0246;                    North         East    Units  Estimated Accuracy
 NO0246;SPC NE       -   248,540.      413,980.      MT  (+/- 180 meters Scaled)
 NO0246
 NO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM312592(NAD 83)
 NO0246
 NO0246                          SUPERSEDED SURVEY CONTROL
 NO0246
 NO0246  NGVD 29 (??/??/92)  939.097  (m)         3081.02   (f) ADJ UNCH    1 2
 NO0246
 NO0246.Superseded values are not recommended for survey control.
 NO0246
 NO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0246.See file dsdata.pdf to determine how the superseded data were derived.
 NO0246
 NO0246_MARKER: DB = BENCH MARK DISK
 NO0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0246_STAMPING: 3081.021 W 21 1933
 NO0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0246+STABILITY: SURFACE MOTION
 NO0246
 NO0246  HISTORY     - Date     Condition        Report By
 NO0246  HISTORY     - 1933     MONUMENTED       CGS
 NO0246  HISTORY     - 1948     MARK NOT FOUND   CGS
 NO0246  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0246
 NO0246                          STATION DESCRIPTION
 NO0246
 NO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0246'1.5 MI N FROM MULLEN.
 NO0246'1.5 MILES NORTH ALONG A PAVED ROAD FROM MULLEN, HOOKER COUNTY,
 NO0246'ABOUT 500 FEET SOUTH OF THE BRIDGE OVER MIDDLE LOUP RIVER,
 NO0246'140 FEET SOUTH OF A LANE LEADING TO THE C.H. THOMPSON RANCH,
 NO0246'41 FEET EAST OF THE CENTERLINE OF THE ROAD, AND DIRECTLY OPPOSITE
 NO0246'THE GATE ON A RANCH ROAD LEADING EAST.  A STANDARD DISK, STAMPED
 NO0246'3081.021 W 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0246'PROJECTING 4 INCHES ABOVE GROUND.
 NO0246
 NO0246                          STATION RECOVERY (1948)
 NO0246
 NO0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NO0246'MARK NOT FOUND.
 NO0246
 NO0246                          STATION RECOVERY (1991)
 NO0246
 NO0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1397 ***********************************************************************
 MK1397  DESIGNATION -  W 210
 MK1397  PID         -  MK1397
 MK1397  STATE/COUNTY-  NE/PLATTE
 MK1397  COUNTRY     -  US
 MK1397  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1397
 MK1397                         *CURRENT SURVEY CONTROL
 MK1397  ______________________________________________________________________
 MK1397* NAD 83(1986) POSITION- 41 20 55.     (N) 097 35 11.     (W)   SCALED
 MK1397* NAVD 88 ORTHO HEIGHT -   463.293 (meters)     1519.99  (feet) ADJUSTED
 MK1397  ______________________________________________________________________
 MK1397  GEOID HEIGHT    -        -25.345 (meters)                     GEOID18
 MK1397  DYNAMIC HEIGHT  -        463.082 (meters)     1519.29  (feet) COMP
 MK1397  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 MK1397
 MK1397  VERT ORDER      -  FIRST     CLASS II
 MK1397
 MK1397.The horizontal coordinates were scaled from a map and have
 MK1397.an estimated accuracy of +/- 6 seconds.
 MK1397
 MK1397.The orthometric height was determined by differential leveling and
 MK1397.adjusted by the NATIONAL GEODETIC SURVEY
 MK1397.in June 1991.
 MK1397
 MK1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1397.GEOID18 height accuracy estimate available here.
 MK1397
 MK1397.Click photographs - Photos may exist for this station.
 MK1397
 MK1397.The dynamic height is computed by dividing the NAVD 88
 MK1397.geopotential number by the normal gravity value computed on the
 MK1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1397.degrees latitude (g = 980.6199 gals.).
 MK1397
 MK1397.The modeled gravity was interpolated from observed gravity values.
 MK1397
 MK1397;                    North         East    Units  Estimated Accuracy
 MK1397;SPC NE       -   171,050.      701,900.      MT  (+/- 180 meters Scaled)
 MK1397
 MK1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL182784(NAD 83)
 MK1397
 MK1397                          SUPERSEDED SURVEY CONTROL
 MK1397
 MK1397  NGVD 29 (??/??/92)  463.097  (m)         1519.34   (f) ADJ UNCH    1 2
 MK1397
 MK1397.Superseded values are not recommended for survey control.
 MK1397
 MK1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1397.See file dsdata.pdf to determine how the superseded data were derived.
 MK1397
 MK1397_MARKER: DB = BENCH MARK DISK
 MK1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1397_SP_SET: BRIDGE
 MK1397_STAMPING: W 210 1940
 MK1397_MARK LOGO: CGS
 MK1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1397
 MK1397  HISTORY     - Date     Condition        Report By
 MK1397  HISTORY     - 1940     MONUMENTED       CGS
 MK1397
 MK1397                          STATION DESCRIPTION
 MK1397
 MK1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1397'4.6 MI NE FROM SILVER CREEK.
 MK1397'4.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1397'SILVER CREEK.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION
 MK1397'PACIFIC RR., 150 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30,
 MK1397'42.5 FEET SOUTHWEST OF BLOCK SIGNAL NO. 977, 10.0 FEET SOUTH OF
 MK1397'CENTERLINE OF SOUTH MAIN TRACK, B.M. IS SET FLUSH AND HORIZONTALLY
 MK1397'IN TOP OF EAST END OF SOUTH CONCRETE ABUTMENT OF RR. BRIDGE NO.
 MK1397'97.71.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE BRIDGE SERVES
 MK1397'AS LANDMARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1373 ***********************************************************************
 MK1373  DESIGNATION -  W 211
 MK1373  PID         -  MK1373
 MK1373  STATE/COUNTY-  NE/MERRICK
 MK1373  COUNTRY     -  US
 MK1373  USGS QUAD   -  POLK NW (2017)
 MK1373
 MK1373                         *CURRENT SURVEY CONTROL
 MK1373  ______________________________________________________________________
 MK1373* NAD 83(1986) POSITION- 41 10 55.07   (N) 097 53 33.62   (W)   HD_HELD1
 MK1373* NAVD 88 ORTHO HEIGHT -   502.718 (meters)     1649.33  (feet) ADJUSTED
 MK1373  ______________________________________________________________________
 MK1373  GEOID HEIGHT    -        -25.306 (meters)                     GEOID18
 MK1373  DYNAMIC HEIGHT  -        502.474 (meters)     1648.53  (feet) COMP
 MK1373  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 MK1373
 MK1373  VERT ORDER      -  FIRST     CLASS II
 MK1373
 MK1373.The horizontal coordinates were determined by differentially corrected
 MK1373.hand held GPS observations or other comparable positioning techniques
 MK1373.and have an estimated accuracy of +/- 3 meters.
 MK1373
 MK1373.The orthometric height was determined by differential leveling and
 MK1373.adjusted by the NATIONAL GEODETIC SURVEY
 MK1373.in June 1991.
 MK1373
 MK1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1373.GEOID18 height accuracy estimate available here.
 MK1373
 MK1373.Click photographs - Photos may exist for this station.
 MK1373
 MK1373.The dynamic height is computed by dividing the NAVD 88
 MK1373.geopotential number by the normal gravity value computed on the
 MK1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1373.degrees latitude (g = 980.6199 gals.).
 MK1373
 MK1373.The modeled gravity was interpolated from observed gravity values.
 MK1373
 MK1373;                    North         East    Units  Estimated Accuracy
 MK1373;SPC NE       -   151,886.7     676,736.8     MT  (+/- 3 meters HH1 GPS) 
 MK1373
 MK1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9287259548(NAD 83)
 MK1373
 MK1373                          SUPERSEDED SURVEY CONTROL
 MK1373
 MK1373  NGVD 29 (??/??/92)  502.507  (m)         1648.64   (f) ADJ UNCH    1 2
 MK1373
 MK1373.Superseded values are not recommended for survey control.
 MK1373
 MK1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1373.See file dsdata.pdf to determine how the superseded data were derived.
 MK1373
 MK1373_MARKER: DB = BENCH MARK DISK
 MK1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1373_STAMPING: W 211 1940
 MK1373_MARK LOGO: CGS
 MK1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1373+STABILITY: SURFACE MOTION
 MK1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1373+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 MK1373
 MK1373  HISTORY     - Date     Condition        Report By
 MK1373  HISTORY     - 1940     MONUMENTED       CGS
 MK1373  HISTORY     - 1950     GOOD             CGS
 MK1373  HISTORY     - 20100303 GOOD             INDIV
 MK1373
 MK1373                          STATION DESCRIPTION
 MK1373
 MK1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1373'3.8 MI SW FROM CLARKS.
 MK1373'3.8 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1373'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 306
 MK1373'FEET NORTHEAST OF HALF MILEPOST BETWEEN MILEPOSTS NOS. 117 AND
 MK1373'118, 130 FEET WEST OF CENTERLINE OF GATE IN RIGHT-OF-WAY FENCE,
 MK1373'55 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 42 FEET SOUTH
 MK1373'OF CENTERLINE OF SOUTH MAIN TRACK, 6.0 FEET NORTHEAST OF TELEGRAPH
 MK1373'POLE, 2.8 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING
 MK1373'2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT PROJECTS 0.5 FOOT.
 MK1373
 MK1373                          STATION RECOVERY (1950)
 MK1373
 MK1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1373'RECOVERED IN GOOD CONDITION.
 MK1373
 MK1373                          STATION RECOVERY (2010)
 MK1373
 MK1373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1373'REAL TIME NETWORK GPS OBSERVATION 41 10'55.079''N   97 53'33.620''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1145 ***********************************************************************
 MK1145  DESIGNATION -  W 212
 MK1145  PID         -  MK1145
 MK1145  STATE/COUNTY-  NE/MADISON
 MK1145  COUNTRY     -  US
 MK1145  USGS QUAD   -  MADISON (2017)
 MK1145
 MK1145                         *CURRENT SURVEY CONTROL
 MK1145  ______________________________________________________________________
 MK1145* NAD 83(1986) POSITION- 41 51 31.     (N) 097 27 48.     (W)   SCALED
 MK1145* NAVD 88 ORTHO HEIGHT -   489.692 (meters)     1606.60  (feet) ADJUSTED
 MK1145  ______________________________________________________________________
 MK1145  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 MK1145  DYNAMIC HEIGHT  -        489.497 (meters)     1605.96  (feet) COMP
 MK1145  MODELED GRAVITY -    980,208.7   (mgal)                       NAVD 88
 MK1145
 MK1145  VERT ORDER      -  FIRST     CLASS II
 MK1145
 MK1145.The horizontal coordinates were scaled from a map and have
 MK1145.an estimated accuracy of +/- 6 seconds.
 MK1145
 MK1145.The orthometric height was determined by differential leveling and
 MK1145.adjusted by the NATIONAL GEODETIC SURVEY
 MK1145.in June 1991.
 MK1145
 MK1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1145.GEOID18 height accuracy estimate available here.
 MK1145
 MK1145.Click photographs - Photos may exist for this station.
 MK1145
 MK1145.The dynamic height is computed by dividing the NAVD 88
 MK1145.geopotential number by the normal gravity value computed on the
 MK1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1145.degrees latitude (g = 980.6199 gals.).
 MK1145
 MK1145.The modeled gravity was interpolated from observed gravity values.
 MK1145
 MK1145;                    North         East    Units  Estimated Accuracy
 MK1145;SPC NE       -   227,950.      710,530.      MT  (+/- 180 meters Scaled)
 MK1145
 MK1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM275352(NAD 83)
 MK1145
 MK1145                          SUPERSEDED SURVEY CONTROL
 MK1145
 MK1145  NGVD 29 (??/??/92)  489.514  (m)         1606.01   (f) ADJ UNCH    1 2
 MK1145
 MK1145.Superseded values are not recommended for survey control.
 MK1145
 MK1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1145.See file dsdata.pdf to determine how the superseded data were derived.
 MK1145
 MK1145_MARKER: DB = BENCH MARK DISK
 MK1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1145_STAMPING: W 212 1940
 MK1145_MARK LOGO: CGS
 MK1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1145+STABILITY: SURFACE MOTION
 MK1145
 MK1145  HISTORY     - Date     Condition        Report By
 MK1145  HISTORY     - 1940     MONUMENTED       CGS
 MK1145
 MK1145                          STATION DESCRIPTION
 MK1145
 MK1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1145'2.2 MI N FROM MADISON.
 MK1145'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR, 95
 MK1145'FEET NORTHWEST OF THE CENTER OF INTERSECTION OF EAST-WEST GRAVEL
 MK1145'ROAD AND TRACK, 95 FEET NORTH OF THE CENTERLINE OF ROAD, 49 FEET
 MK1145'WEST OF CENTERLINE OF TRACK, 3.0 FEET NORTH OF 4 X 4 INCH WHITE
 MK1145'WOODEN POST PROJECTING 2.0 FEET, 1.0 FOOT EAST OF RIGHT-OF-WAY
 MK1145'FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1144 ***********************************************************************
 NM1144  DESIGNATION -  W 213
 NM1144  PID         -  NM1144
 NM1144  STATE/COUNTY-  NE/PIERCE
 NM1144  COUNTRY     -  US
 NM1144  USGS QUAD   -  NORFOLK (2017)
 NM1144
 NM1144                         *CURRENT SURVEY CONTROL
 NM1144  ______________________________________________________________________
 NM1144* NAD 83(1986) POSITION- 42 06 20.     (N) 097 27 11.     (W)   SCALED
 NM1144* NAVD 88 ORTHO HEIGHT -   474.522 (meters)     1556.83  (feet) ADJUSTED
 NM1144  ______________________________________________________________________
 NM1144  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 NM1144  DYNAMIC HEIGHT  -        474.337 (meters)     1556.22  (feet) COMP
 NM1144  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 NM1144
 NM1144  VERT ORDER      -  FIRST     CLASS II
 NM1144
 NM1144.The horizontal coordinates were scaled from a map and have
 NM1144.an estimated accuracy of +/- 6 seconds.
 NM1144
 NM1144.The orthometric height was determined by differential leveling and
 NM1144.adjusted by the NATIONAL GEODETIC SURVEY
 NM1144.in June 1991.
 NM1144
 NM1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1144.GEOID18 height accuracy estimate available here.
 NM1144
 NM1144.Click photographs - Photos may exist for this station.
 NM1144
 NM1144.The dynamic height is computed by dividing the NAVD 88
 NM1144.geopotential number by the normal gravity value computed on the
 NM1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1144.degrees latitude (g = 980.6199 gals.).
 NM1144
 NM1144.The modeled gravity was interpolated from observed gravity values.
 NM1144
 NM1144;                    North         East    Units  Estimated Accuracy
 NM1144;SPC NE       -   255,380.      710,580.      MT  (+/- 180 meters Scaled)
 NM1144
 NM1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM279626(NAD 83)
 NM1144
 NM1144                          SUPERSEDED SURVEY CONTROL
 NM1144
 NM1144  NGVD 29 (??/??/92)  474.342  (m)         1556.24   (f) ADJ UNCH    1 2
 NM1144
 NM1144.Superseded values are not recommended for survey control.
 NM1144
 NM1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1144.See file dsdata.pdf to determine how the superseded data were derived.
 NM1144
 NM1144_MARKER: DB = BENCH MARK DISK
 NM1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1144_STAMPING: W 213 1940
 NM1144_MARK LOGO: CGS
 NM1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1144+STABILITY: SURFACE MOTION
 NM1144
 NM1144  HISTORY     - Date     Condition        Report By
 NM1144  HISTORY     - 1940     MONUMENTED       CGS
 NM1144  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM1144
 NM1144                          STATION DESCRIPTION
 NM1144
 NM1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1144'AT HADAR.
 NM1144'AT HADAR, PIERCE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NM1144'532 FT N OF THE N END OF THE STATION, 41 FT W OF THE
 NM1144'CENTERLINE OF THE MAIN TRACK, 57 FT E OF THE CENTERLINE OF A
 NM1144'N AND S COUNTY ROAD, 5.3 FT S OF A POLE, AND 2.8 FT N OF A
 NM1144'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 213
 NM1144'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 NM1144'FOOT ABOVE GROUND.  NOTE-- RR STATION HAS BEEN REMOVED AND
 NM1144'GROUND LOOKS LEVELED IN AREA WHERE BENCH MARK WAS SET.
 NM1144
 NM1144                          STATION RECOVERY (1963)
 NM1144
 NM1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0184 ***********************************************************************
 NP0184  DESIGNATION -  W 214
 NP0184  PID         -  NP0184
 NP0184  STATE/COUNTY-  NE/SHERIDAN
 NP0184  COUNTRY     -  US
 NP0184  USGS QUAD   -  LAKESIDE (2017)
 NP0184
 NP0184                         *CURRENT SURVEY CONTROL
 NP0184  ______________________________________________________________________
 NP0184* NAD 83(1986) POSITION- 42 03 53.84   (N) 102 29 45.08   (W)   HD_HELD1
 NP0184* NAVD 88 ORTHO HEIGHT -  1184.420 (meters)     3885.88  (feet) ADJUSTED
 NP0184  ______________________________________________________________________
 NP0184  GEOID HEIGHT    -        -18.841 (meters)                     GEOID18
 NP0184  DYNAMIC HEIGHT  -       1183.742 (meters)     3883.66  (feet) COMP
 NP0184  MODELED GRAVITY -    980,008.6   (mgal)                       NAVD 88
 NP0184
 NP0184  VERT ORDER      -  SECOND    CLASS 0
 NP0184
 NP0184.The horizontal coordinates were determined by differentially corrected
 NP0184.hand held GPS observations or other comparable positioning techniques
 NP0184.and have an estimated accuracy of +/- 3 meters.
 NP0184
 NP0184.The orthometric height was determined by differential leveling and
 NP0184.adjusted by the NATIONAL GEODETIC SURVEY
 NP0184.in June 1991.
 NP0184
 NP0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0184.GEOID18 height accuracy estimate available here.
 NP0184
 NP0184.Click photographs - Photos may exist for this station.
 NP0184
 NP0184.The dynamic height is computed by dividing the NAVD 88
 NP0184.geopotential number by the normal gravity value computed on the
 NP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0184.degrees latitude (g = 980.6199 gals.).
 NP0184
 NP0184.The modeled gravity was interpolated from observed gravity values.
 NP0184
 NP0184;                    North         East    Units  Estimated Accuracy
 NP0184;SPC NE       -   250,751.3     293,516.3     MT  (+/- 3 meters HH1 GPS) 
 NP0184
 NP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0718360022(NAD 83)
 NP0184
 NP0184                          SUPERSEDED SURVEY CONTROL
 NP0184
 NP0184  NGVD 29 (??/??/92) 1183.866  (m)         3884.07   (f) ADJ UNCH    2 0
 NP0184
 NP0184.Superseded values are not recommended for survey control.
 NP0184
 NP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0184.See file dsdata.pdf to determine how the superseded data were derived.
 NP0184
 NP0184_MARKER: DB = BENCH MARK DISK
 NP0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0184_STAMPING: W 214 1940
 NP0184_MARK LOGO: CGS
 NP0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0184+STABILITY: SURFACE MOTION
 NP0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0184+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 NP0184
 NP0184  HISTORY     - Date     Condition        Report By
 NP0184  HISTORY     - 1940     MONUMENTED       CGS
 NP0184  HISTORY     - 20060607 GOOD             INDIV
 NP0184  HISTORY     - 20070424 GOOD             NEDR
 NP0184
 NP0184                          STATION DESCRIPTION
 NP0184
 NP0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0184'3.8 MI W FROM LAKE SIDE.
 NP0184'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0184'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0184'OF MILEPOST 346, 100 FEET NORTH OF THE CENTERLINE OF STATE
 NP0184'HIGHWAY 2, 76 FEET SOUTHWEST OF A HANDCAR SET-OFF, 42 FEET SOUTH
 NP0184'OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET EAST OF A 4- BY 4-INCH
 NP0184'WHITE POST PROJECTING 1.8 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0184'STAMPED W 214 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0184'ABOUT 0.4 FOOT ABOVE GROUND.
 NP0184
 NP0184                          STATION RECOVERY (2006)
 NP0184
 NP0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KPB)
 NP0184'1940 DESCRIPTION IS ACCURATE EXCEPT THE FOLLOWING.
 NP0184'HANDCAR SET OFF AND 4- BY 4-INCH WHITE POST WERE NOT FOUND.
 NP0184'
 NP0184
 NP0184                          STATION RECOVERY (2007)
 NP0184
 NP0184'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0184'NEW TIES
 NP0184'3.1 FT. EAST TO BASE OF METAL WITNESS POST
 NP0184'1.0 FT. NORTH TO BASE OF FIBERGLASS WITNESS POST
 NP0184'MARK HAS BEEN SCRAPED ON THE EAST SIDE DURING SOME TYPE OF GRADING IN
 NP0184'THE PAST. MARK STILL SEEMS TO BE STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0549 ***********************************************************************
 LF0549  DESIGNATION -  W 215
 LF0549  PID         -  LF0549
 LF0549  STATE/COUNTY-  NE/RICHARDSON
 LF0549  COUNTRY     -  US
 LF0549  USGS QUAD   -  HUMBOLDT (2017)
 LF0549
 LF0549                         *CURRENT SURVEY CONTROL
 LF0549  ______________________________________________________________________
 LF0549* NAD 83(1986) POSITION- 40 08 40.     (N) 095 53 41.     (W)   SCALED
 LF0549* NAVD 88 ORTHO HEIGHT -   296.798 (meters)      973.74  (feet) ADJUSTED
 LF0549  ______________________________________________________________________
 LF0549  GEOID HEIGHT    -        -29.679 (meters)                     GEOID18
 LF0549  DYNAMIC HEIGHT  -        296.631 (meters)      973.20  (feet) COMP
 LF0549  MODELED GRAVITY -    980,057.5   (mgal)                       NAVD 88
 LF0549
 LF0549  VERT ORDER      -  SECOND    CLASS 0
 LF0549
 LF0549.The horizontal coordinates were scaled from a map and have
 LF0549.an estimated accuracy of +/- 6 seconds.
 LF0549
 LF0549.The orthometric height was determined by differential leveling and
 LF0549.adjusted by the NATIONAL GEODETIC SURVEY
 LF0549.in June 1991.
 LF0549
 LF0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0549.GEOID18 height accuracy estimate available here.
 LF0549
 LF0549.Click photographs - Photos may exist for this station.
 LF0549
 LF0549.The dynamic height is computed by dividing the NAVD 88
 LF0549.geopotential number by the normal gravity value computed on the
 LF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0549.degrees latitude (g = 980.6199 gals.).
 LF0549
 LF0549.The modeled gravity was interpolated from observed gravity values.
 LF0549
 LF0549;                    North         East    Units  Estimated Accuracy
 LF0549;SPC NE       -    42,850.      849,670.      MT  (+/- 180 meters Scaled)
 LF0549
 LF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE534478(NAD 83)
 LF0549
 LF0549                          SUPERSEDED SURVEY CONTROL
 LF0549
 LF0549  NGVD 29 (??/??/92)  296.711  (m)          973.46   (f) ADJ UNCH    2 0
 LF0549
 LF0549.Superseded values are not recommended for survey control.
 LF0549
 LF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0549.See file dsdata.pdf to determine how the superseded data were derived.
 LF0549
 LF0549_MARKER: DB = BENCH MARK DISK
 LF0549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0549_SP_SET: BATTERY WELL
 LF0549_STAMPING: W 215 1945
 LF0549_MARK LOGO: CGS
 LF0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0549
 LF0549  HISTORY     - Date     Condition        Report By
 LF0549  HISTORY     - 1945     MONUMENTED       CGS
 LF0549  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0549  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 LF0549
 LF0549                          STATION DESCRIPTION
 LF0549
 LF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0549'3.7 MI NW FROM DAWSON.
 LF0549'3.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0549'RAILROAD FROM THE STATION AT DAWSON, 20 FEET WEST OF THE SECOND
 LF0549'POLE NORTHWEST OF MILEPOST 37, AT SEMAPHORE 37.05, IN THE TOP
 LF0549'OF THE WALL OF A BATTERY WELL, 9.4 FEET NORTH OF THE CENTERLINE
 LF0549'OF THE TRACK, AND ABOUT 3 INCHES LOWER THAN THE TRACK.  AN
 LF0549'IRON BENCH-MARK DISK, STAMPED W 215 1945.  NOTE-- THE TOP OF THE
 LF0549'WALL OF THE BATTERY WELL HAS BEEN BROKEN OFF FLUSH WITH THE
 LF0549'GROUND.
 LF0549
 LF0549                          STATION RECOVERY (1964)
 LF0549
 LF0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0549'MARK NOT FOUND.
 LF0549
 LF0549                          STATION RECOVERY (1981)
 LF0549
 LF0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0162 ***********************************************************************
 NN0162  DESIGNATION -  W 216
 NN0162  PID         -  NN0162
 NN0162  STATE/COUNTY-  NE/HOLT
 NN0162  COUNTRY     -  US
 NN0162  USGS QUAD   -  EWING SW (2017)
 NN0162
 NN0162                         *CURRENT SURVEY CONTROL
 NN0162  ______________________________________________________________________
 NN0162* NAD 83(1986) POSITION- 42 20 07.     (N) 098 23 31.     (W)   SCALED
 NN0162* NAVD 88 ORTHO HEIGHT -   607.071 (meters)     1991.70  (feet) ADJUSTED
 NN0162  ______________________________________________________________________
 NN0162  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 NN0162  DYNAMIC HEIGHT  -        606.825 (meters)     1990.89  (feet) COMP
 NN0162  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 NN0162
 NN0162  VERT ORDER      -  FIRST     CLASS II
 NN0162
 NN0162.The horizontal coordinates were scaled from a map and have
 NN0162.an estimated accuracy of +/- 6 seconds.
 NN0162
 NN0162.The orthometric height was determined by differential leveling and
 NN0162.adjusted by the NATIONAL GEODETIC SURVEY
 NN0162.in June 1991.
 NN0162
 NN0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0162.GEOID18 height accuracy estimate available here.
 NN0162
 NN0162.Click photographs - Photos may exist for this station.
 NN0162
 NN0162.The dynamic height is computed by dividing the NAVD 88
 NN0162.geopotential number by the normal gravity value computed on the
 NN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0162.degrees latitude (g = 980.6199 gals.).
 NN0162
 NN0162.The modeled gravity was interpolated from observed gravity values.
 NN0162
 NN0162;                    North         East    Units  Estimated Accuracy
 NN0162;SPC NE       -   279,020.      632,490.      MT  (+/- 180 meters Scaled)
 NN0162
 NN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM500871(NAD 83)
 NN0162
 NN0162                          SUPERSEDED SURVEY CONTROL
 NN0162
 NN0162  NGVD 29 (??/??/92)  606.860  (m)         1991.01   (f) ADJ UNCH    1 2
 NN0162
 NN0162.Superseded values are not recommended for survey control.
 NN0162
 NN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0162.See file dsdata.pdf to determine how the superseded data were derived.
 NN0162
 NN0162_MARKER: DB = BENCH MARK DISK
 NN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0162_STAMPING: W 216 1946
 NN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0162+STABILITY: SURFACE MOTION
 NN0162
 NN0162  HISTORY     - Date     Condition        Report By
 NN0162  HISTORY     - 1946     MONUMENTED       CGS
 NN0162
 NN0162                          STATION DESCRIPTION
 NN0162
 NN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0162'4.6 MI S FROM PAGE.
 NN0162'4.6 MILES SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0162'AT PAGE, HOLT COUNTY, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY
 NN0162'20, AT THE EAST END OF A CUT ON THE WEST SLOPE OF A LONG HILL,
 NN0162'125 YARDS EAST OF A NORTH-AND-SOUTH FENCE LINE, 49 FEET SOUTH
 NN0162'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 1
 NN0162'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0162'HIGHWAY.  A STANDARD DISK, STAMPED W 216 1946 AND SET IN THE
 NN0162'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0163 ***********************************************************************
 NN0163  DESIGNATION -  W 216 RESET
 NN0163  PID         -  NN0163
 NN0163  STATE/COUNTY-  NE/HOLT
 NN0163  COUNTRY     -  US
 NN0163  USGS QUAD   -  EWING SW (2017)
 NN0163
 NN0163                         *CURRENT SURVEY CONTROL
 NN0163  ______________________________________________________________________
 NN0163* NAD 83(1986) POSITION- 42 20 07.     (N) 098 23 31.     (W)   SCALED
 NN0163* NAVD 88 ORTHO HEIGHT -   607.13  (meters)     1991.9   (feet) RESET
 NN0163  ______________________________________________________________________
 NN0163  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 NN0163  VERT ORDER      -  THIRD
 NN0163
 NN0163.The horizontal coordinates were scaled from a map and have
 NN0163.an estimated accuracy of +/- 6 seconds.
 NN0163
 NN0163.The orthometric height was computed from unverified reset data.
 NN0163
 NN0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0163.GEOID18 height accuracy estimate available here.
 NN0163
 NN0163.Click photographs - Photos may exist for this station.
 NN0163
 NN0163;                    North         East    Units  Estimated Accuracy
 NN0163;SPC NE       -   279,020.      632,490.      MT  (+/- 180 meters Scaled)
 NN0163
 NN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM500871(NAD 83)
 NN0163
 NN0163                          SUPERSEDED SURVEY CONTROL
 NN0163
 NN0163  NGVD 29 (??/??/??)  606.92   (m)         1991.2    (f) RESET       3  
 NN0163
 NN0163.Superseded values are not recommended for survey control.
 NN0163
 NN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0163.See file dsdata.pdf to determine how the superseded data were derived.
 NN0163
 NN0163_MARKER: DB = BENCH MARK DISK
 NN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0163_STAMPING: W 216 1946 RESET 1964
 NN0163_MARK LOGO: CGS
 NN0163_PROJECTION: FLUSH
 NN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0163+STABILITY: SURFACE MOTION
 NN0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0163+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2018
 NN0163
 NN0163  HISTORY     - Date     Condition        Report By
 NN0163  HISTORY     - 1964     MONUMENTED       CGS
 NN0163  HISTORY     - 20180418 GOOD             NEGS
 NN0163
 NN0163                          STATION DESCRIPTION
 NN0163
 NN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0163'5.6 MI SE FROM PAGE.
 NN0163'ABOUT 4.6 MILES SOUTH ALONG STATE SPUR 320 FROM THE POST OFFICE
 NN0163'AT PAGE, HOLT COUNTY, THENCE 1.0 MILE EAST ALONG NEW U.S. HIGHWAY
 NN0163'20, AT THE EAST END OF A CUT ON THE WEST SLOPE OF A LONG HILL,
 NN0163'102 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 3 FEET
 NN0163'WEST OF HIGHWAY STATION 839+00, 1.5 FEET EAST OF A NEW STEEL
 NN0163'WITNESS POST WITH SIGN AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 NN0163'FENCE, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 NN0163
 NN0163                          STATION RECOVERY (2018)
 NN0163
 NN0163'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NN0163'TO REACH FROM THE JUNCTION OF STATE SPUR 45A AND US HIGHWAY 20 ABOUT
 NN0163'4.5 MI (7.2 KM) SOUTH OF PAGE, NEBRASKA, PROCEED EAST ON US HIGHWAY 20
 NN0163'FOR APPROXIMATELY 520 FT (158.5 M) TO THE STATION ON THE RIGHT.
 NN0163'
 NN0163'IT IS 102 FT (31.1 M) SOUTH OF THE HIGHWAY, 85 FT (25.9 M) EAST OF THE
 NN0163'CENTER OF PASTURE DRIVE, 1.5 FT (0.5 M) EAST OF STEEL WITNESS POST AND
 NN0163'1 FT (0.3 M) NORTH OF SOUTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0202 ***********************************************************************
 NN0202  DESIGNATION -  W 217
 NN0202  PID         -  NN0202
 NN0202  STATE/COUNTY-  NE/HOLT
 NN0202  COUNTRY     -  US
 NN0202  USGS QUAD   -  O'NEILL (2017)
 NN0202
 NN0202                         *CURRENT SURVEY CONTROL
 NN0202  ______________________________________________________________________
 NN0202* NAD 83(1995) POSITION- 42 27 41.65656(N) 098 42 54.32160(W)   ADJUSTED
 NN0202* NAD 83(1995) ELLIP HT-   584.156 (meters)        (06/27/02)   ADJUSTED
 NN0202* NAVD 88 ORTHO HEIGHT -   608.382 (meters)     1996.00  (feet) ADJUSTED
 NN0202  ______________________________________________________________________
 NN0202  GEOID HEIGHT    -        -24.323 (meters)                     GEOID18
 NN0202  NAD 83(1995) X  -   -714,114.646 (meters)                     COMP
 NN0202  NAD 83(1995) Y  - -4,658,554.410 (meters)                     COMP
 NN0202  NAD 83(1995) Z  -  4,283,960.861 (meters)                     COMP
 NN0202  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 NN0202  DYNAMIC HEIGHT  -        608.148 (meters)     1995.23  (feet) COMP
 NN0202  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 NN0202
 NN0202  HORZ ORDER      -  FIRST
 NN0202  VERT ORDER      -  FIRST     CLASS II
 NN0202  ELLP ORDER      -  FOURTH    CLASS I
 NN0202
 NN0202.The horizontal coordinates were established by GPS observations
 NN0202.and adjusted by the National Geodetic Survey in August 1997.
 NN0202
 NN0202.The orthometric height was determined by differential leveling and
 NN0202.adjusted by the NATIONAL GEODETIC SURVEY
 NN0202.in June 1991.
 NN0202
 NN0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0202.GEOID18 height accuracy estimate available here.
 NN0202
 NN0202.Click photographs - Photos may exist for this station.
 NN0202
 NN0202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0202
 NN0202.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0202
 NN0202.The ellipsoidal height was determined by GPS observations
 NN0202.and is referenced to NAD 83.
 NN0202
 NN0202.The dynamic height is computed by dividing the NAVD 88
 NN0202.geopotential number by the normal gravity value computed on the
 NN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0202.degrees latitude (g = 980.6199 gals.).
 NN0202
 NN0202.The modeled gravity was interpolated from observed gravity values.
 NN0202
 NN0202. The following values were computed from the NAD 83(1995) position.
 NN0202
 NN0202;                    North         East     Units Scale Factor Converg.
 NN0202;SPC NE       -   292,600.171   605,657.785   MT  0.99979785   +0 51 05.4
 NN0202;SPC NE       -   959,972.39  1,987,062.25   sFT  0.99979785   +0 51 05.4
 NN0202;UTM  14      - 4,701,065.340   523,424.346   MT  0.99960675   +0 11 32.4
 NN0202
 NN0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0202!SPC NE       -   0.99990839  x   0.99979785  =   0.99970626
 NN0202!UTM  14      -   0.99990839  x   0.99960675  =   0.99951518
 NN0202
 NN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2342401065(NAD 83)
 NN0202
 NN0202                          SUPERSEDED SURVEY CONTROL
 NN0202
 NN0202  ELLIP H (08/18/97)  584.115  (m)                       GP(       ) 4 1
 NN0202  NAD 83(1986)-  42 27 41.66221(N)    098 42 54.33137(W) AD(       ) 1
 NN0202  NGVD 29 (??/??/92)  608.175  (m)         1995.32   (f) ADJ UNCH    1 2
 NN0202  NGVD 29 (02/23/90)  608.     (m)  RAPSU86  model used  GPS OBS        
 NN0202
 NN0202.Superseded values are not recommended for survey control.
 NN0202
 NN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0202.See file dsdata.pdf to determine how the superseded data were derived.
 NN0202
 NN0202_MARKER: DB = BENCH MARK DISK
 NN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0202_STAMPING: W 217 1946
 NN0202_MARK LOGO: CGS
 NN0202_PROJECTION: PROJECTING 5 CENTIMETERS
 NN0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0202+STABILITY: SURFACE MOTION
 NN0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0202+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 NN0202
 NN0202  HISTORY     - Date     Condition        Report By
 NN0202  HISTORY     - 1946     MONUMENTED       CGS
 NN0202  HISTORY     - 19890504 GOOD             NGS
 NN0202  HISTORY     - 20100809 GOOD             JEOCON
 NN0202  HISTORY     - 20220729 GOOD             NEGS
 NN0202
 NN0202                          STATION DESCRIPTION
 NN0202
 NN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0202'3.5 MI W FROM O NEILL.
 NN0202'3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0202'THE STATION AT O NEILL, HOLT COUNTY, 94 YARDS EAST OF BRIDGE
 NN0202'305, 86 FEET NORTH ACROSS THE TRACK FROM THE FOURTH POLE WEST
 NN0202'OF MILEPOST 159, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 NN0202'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE
 NN0202'WOODEN POST, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NN0202'STAMPED W 127 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0202'PROJECTING 1 INCH ABOVE GROUND.
 NN0202
 NN0202                          STATION RECOVERY (1989)
 NN0202
 NN0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0202'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) WEST OF ONEILL, 23.4 KM
 NN0202'(14.55 MI) EAST OF ATKINSON, IN THE SOUTH RIGHT-OF-WAY OF US HIGHWAY
 NN0202'20, BEWTEEN THE HIGHWAY AND THE CHICAGO AND NORTHWESTERN RAILROAD.
 NN0202'OWNERSHIP--NE DEPT OF ROADS.
 NN0202'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND US HIGHWAY
 NN0202'281 NORTH AT THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 4.6
 NN0202'KM (2.85 MI) TO THE STATION ON THE LEFT, ABOUT 1.1 KM (0.70 MI) WEST
 NN0202'OF MILEPOST 305.
 NN0202'THE STATION IS SET 15.8 M (51.8 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 NN0202'13.9 M (45.6 FT) NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 0.2 M
 NN0202'(0.7 FT) NORTH OF A METAL WITNESS POST, ABOUT 0.91 M (3.0 FT) BELOW
 NN0202'THE LEVEL OF THE ROAD AND PROJECTS 5 CM ABOVE THE SURFACE.
 NN0202'DESCRIBED BY G.F.SMITH, TYPED BY R.D.BALL.
 NN0202
 NN0202                          STATION RECOVERY (2010)
 NN0202
 NN0202'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0202'RECOVERED IN GOOD CONDITION.
 NN0202
 NN0202                          STATION RECOVERY (2022)
 NN0202
 NN0202'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (BO)
 NN0202'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY
 NN0202'281 ON THE WEST SIDE OF O'NEILL, NE., GO WEST ON U.S. HIGHWAY 20 FOR
 NN0202'APPROXIMATELY 2.96 MI (4.76 KM) TO MILE POST 304.31 AND THE STATION ON
 NN0202'THE LEFT (SOUTH).
 NN0202'
 NN0202'THE MARK IS LOCATED IN THE SOUTH R.O.W. BETWEEN U.S. HIGHWAY 20 AND
 NN0202'THE COWBOY TRAIL.  THE MARK IS 51.8 FT (15.8 M) SOUTH OF THE
 NN0202'CENTERLINE OF U.S. HIGHWAY 20, 0.7 FT (21 CM) NORTH OF A METAL WITNESS
 NN0202'POST AND APPROXIMATELY 53.0 FT (16.2 M) NORTH OF THE CENTERLINE OF THE
 NN0202'COWBOY TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0415 ***********************************************************************
 NN0415  DESIGNATION -  W 218
 NN0415  PID         -  NN0415
 NN0415  STATE/COUNTY-  NE/HOLT
 NN0415  COUNTRY     -  US
 NN0415  USGS QUAD   -  DUSTIN (2017)
 NN0415
 NN0415                         *CURRENT SURVEY CONTROL
 NN0415  ______________________________________________________________________
 NN0415* NAD 83(1986) POSITION- 42 45 13.03   (N) 099 06 32.92   (W)   HD_HELD1
 NN0415* NAVD 88 ORTHO HEIGHT -   621.147 (meters)     2037.88  (feet) ADJUSTED
 NN0415  ______________________________________________________________________
 NN0415  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 NN0415  DYNAMIC HEIGHT  -        620.915 (meters)     2037.12  (feet) COMP
 NN0415  MODELED GRAVITY -    980,227.3   (mgal)                       NAVD 88
 NN0415
 NN0415  VERT ORDER      -  SECOND    CLASS 0
 NN0415
 NN0415.The horizontal coordinates were determined by differentially corrected
 NN0415.hand held GPS observations or other comparable positioning techniques
 NN0415.and have an estimated accuracy of +/- 3 meters.
 NN0415
 NN0415.The orthometric height was determined by differential leveling and
 NN0415.adjusted by the NATIONAL GEODETIC SURVEY
 NN0415.in June 1991.
 NN0415
 NN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0415.GEOID18 height accuracy estimate available here.
 NN0415
 NN0415.Click photographs - Photos may exist for this station.
 NN0415
 NN0415.The dynamic height is computed by dividing the NAVD 88
 NN0415.geopotential number by the normal gravity value computed on the
 NN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0415.degrees latitude (g = 980.6199 gals.).
 NN0415
 NN0415.The modeled gravity was interpolated from observed gravity values.
 NN0415
 NN0415;                    North         East    Units  Estimated Accuracy
 NN0415;SPC NE       -   324,627.9     572,921.9     MT  (+/- 3 meters HH1 GPS) 
 NN0415
 NN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9106833461(NAD 83)
 NN0415
 NN0415                          SUPERSEDED SURVEY CONTROL
 NN0415
 NN0415  NGVD 29 (??/??/92)  620.905  (m)         2037.09   (f) ADJ UNCH    2 0
 NN0415
 NN0415.Superseded values are not recommended for survey control.
 NN0415
 NN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0415.See file dsdata.pdf to determine how the superseded data were derived.
 NN0415
 NN0415_MARKER: DB = BENCH MARK DISK
 NN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0415_STAMPING: W 218 1946
 NN0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0415+STABILITY: SURFACE MOTION
 NN0415
 NN0415  HISTORY     - Date     Condition        Report By
 NN0415  HISTORY     - 1946     MONUMENTED       CGS
 NN0415  HISTORY     - 1949     GOOD             CGS
 NN0415
 NN0415                          STATION DESCRIPTION
 NN0415
 NN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0415'14.1 MI N FROM STUART.
 NN0415'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0415'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0415'NO. 20, THENCE NORTH 11.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0415'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0415'A DIRT T ROAD LEADING WEST, 54.0 FEET WEST OF AND ABOUT LEVEL
 NN0415'WITH THE CENTER LINE OF THE GRAVELED ROAD, 30.0 FEET SOUTH OF THE
 NN0415'CENTER LINE OF THE T ROAD, 5.0 FEET WEST OF THE WEST END OF A
 NN0415'WIRE GATE, 24.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A
 NN0415'FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0415'DISK STAMPED W 218 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0415'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 NN0415
 NN0415                          STATION RECOVERY (1949)
 NN0415
 NN0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0601 ***********************************************************************
 NN0601  DESIGNATION -  W 219 RESET
 NN0601  PID         -  NN0601
 NN0601  STATE/COUNTY-  NE/HOLT
 NN0601  COUNTRY     -  US
 NN0601  USGS QUAD   -  STUART (2017)
 NN0601
 NN0601                         *CURRENT SURVEY CONTROL
 NN0601  ______________________________________________________________________
 NN0601* NAD 83(1995) POSITION- 42 35 38.01087(N) 099 14 08.50388(W)   ADJUSTED
 NN0601* NAVD 88 ORTHO HEIGHT -   667.54  (+/-2cm)     2190.1   (feet) VERTCON
 NN0601  ______________________________________________________________________
 NN0601  GEOID HEIGHT    -        -23.795 (meters)                     GEOID18
 NN0601  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 NN0601  HORZ ORDER      -  SECOND
 NN0601  VERT ORDER      -  THIRD (See Below)
 NN0601
 NN0601.The horizontal coordinates were established by classical geodetic methods
 NN0601.and adjusted by the National Geodetic Survey in August 1997.
 NN0601
 NN0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0601
 NN0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0601.GEOID18 height accuracy estimate available here.
 NN0601
 NN0601.The vertical order pertains to the NGVD 29 superseded value.
 NN0601
 NN0601.Click photographs - Photos may exist for this station.
 NN0601
 NN0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0601
 NN0601. The following values were computed from the NAD 83(1995) position.
 NN0601
 NN0601;                    North         East     Units Scale Factor Converg.
 NN0601;SPC NE       -   306,788.235   562,720.090   MT  0.99983921   +0 30 23.4
 NN0601;SPC NE       - 1,006,521.07  1,846,190.83   sFT  0.99983921   +0 30 23.4
 NN0601;UTM  14      - 4,715,745.707   480,662.806   MT  0.99960460   -0 09 34.3
 NN0601
 NN0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0601!SPC NE       -   0.99989905  x   0.99983921  =   0.99973828
 NN0601!UTM  14      -   0.99989905  x   0.99960460  =   0.99950369
 NN0601
 NN0601:                Primary Azimuth Mark                     Grid Az
 NN0601:SPC NE       -  V 219 RESET                              089 48 53.9
 NN0601:UTM  14      -  V 219 RESET                              090 28 51.6
 NN0601
 NN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8066215745(NAD 83)
 NN0601
 NN0601|---------------------------------------------------------------------|
 NN0601| PID    Reference Object                     Distance      Geod. Az  |
 NN0601|                                                           dddmmss.s |
 NN0601| NN0725 STUART ECC S BONIFACII CATH CH      APPROX. 7.7 KM 0833016.0 |
 NN0601| CO2230 W 219 RM 1                           23.516 METERS 08618     |
 NN0601| NN0350 V 219 RESET                         APPROX. 1.6 KM 0901917.3 |
 NN0601| NN0602 W 219 RM 2                           24.055 METERS 17913     |
 NN0601| NN0603 W 219 RM 3                           26.518 METERS 22920     |
 NN0601| CO2229 W 219 AZ MK                                        2695927.9 |
 NN0601| NN0732 NEWPORT MUNICIPAL TANK              APPROX. 7.5 KM 2771150.2 |
 NN0601|---------------------------------------------------------------------|
 NN0601
 NN0601                          SUPERSEDED SURVEY CONTROL
 NN0601
 NN0601  NAD 83(1986)-  42 35 38.01625(N)    099 14 08.51233(W) AD(       ) 2
 NN0601  NAD 27      -  42 35 38.01700(N)    099 14 07.13700(W) AD(       ) 2
 NN0601  NGVD 29 (01/31/13)  667.31   (m)         2189.3    (f) RESET       3  
 NN0601
 NN0601.Superseded values are not recommended for survey control.
 NN0601
 NN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0601.See file dsdata.pdf to determine how the superseded data were derived.
 NN0601
 NN0601_MARKER: DS = TRIANGULATION STATION DISK
 NN0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0601_STAMPING: W 219 1949 1976
 NN0601_PROJECTION: RECESSED 10 CENTIMETERS
 NN0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0601+STABILITY: SURFACE MOTION
 NN0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0601+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0601
 NN0601  HISTORY     - Date     Condition        Report By
 NN0601  HISTORY     - 1976     MONUMENTED       NGS
 NN0601  HISTORY     - 1976     GOOD             NGS
 NN0601  HISTORY     - 20210707 GOOD             NEGS
 NN0601
 NN0601                          STATION DESCRIPTION
 NN0601
 NN0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NN0601'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 0.5 MILE SOUTH OF
 NN0601'NEWPORT AND 4.75 MILES WEST AND 0.25 MILE NORTH OF STUART, ON THE
 NN0601'SOUTH SIDE OF US HIGHWAY 20, ALONG THE NORTH EDGE OF SEC. 7, T 30 N, R
 NN0601'16 W.
 NN0601'
 NN0601'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET LEADING
 NN0601'NORTH INTO STUART AND US HIGHWAY 20, AT THE SOUTH EDGE OF STUART, GO
 NN0601'WEST ON HIGHWAY 20 FOR 3.8 MILES TO V 219 RESET 1976 ON THE LEFT,
 NN0601'CONTINUE WEST ON HIGHWAY 20 FOR 1.0 MILE TO A FIELD APPROACH AND THE
 NN0601'STATION ON THE LEFT.
 NN0601'
 NN0601'THE STATION MARKS ARE STANDARD DISKS STAMPED W 219 1949 1976.  THE
 NN0601'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 NN0601'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 68.8 FEET NORTH-NORTHWEST
 NN0601'OF A CORNER FENCE POST, 58.2 FEET NORTH-NORTHWEST OF A POWER POLE,
 NN0601'56.5 FEET NORTH-NORTHWEST OF TOP CENTER OF A CONCRETE HIGHWAY
 NN0601'RIGHT-OF-WAY MARKER, 53.3 FEET SOUTH OF THE CENTER OF HIGHWAY 20, 46.3
 NN0601'FEET NORTHWEST OF THE EAST END TOP CENTER EDGE OF METAL CULVERT UNDER
 NN0601'FIELD APPROACH AND 33.6 FEET NORTHEAST OF THE WEST END TOP CENTER EDGE
 NN0601'OF THE METAL CULVERT UNDER THE FIELD APPROACH.  THE UNDERGROUND DISK
 NN0601'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 NN0601'SURFACE.
 NN0601'
 NN0601'REFERENCE MARK 2 IS A STANDARD DISK STAMPED W 219 NO 2 1949, SET IN
 NN0601'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 NN0601'THE GROUND SURFACE.  IT IS 21 FEET SOUTH OF THE POWER POLE, 10.2 FEET
 NN0601'SOUTH OF THE CORNER FENCE POST, 1 FOOT NORTH OF A METAL WITNESS POST
 NN0601'AND IN A NORTH-SOUTH FENCELINE.
 NN0601'
 NN0601'REFERENCE MARK 3 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED W
 NN0601'219 1949 NO 3 1976 AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 NN0601'IS 115 FEET SOUTH OF THE CENTER OF HIGHWAY 20, 70.2 FEET
 NN0601'WEST-SOUTHWEST OF THE POWER POLE, 8.7 FEET WEST OF A CORNER FENCE
 NN0601'POST, 1 FOOT EAST OF A METAL WITNESS POST AND .8 FOOT NORTH OF THE
 NN0601'EAST-WEST FENCE.
 NN0601'
 NN0601'BENCH MARK V 219 RESET 1976 IS A STANDARD DISK STAMPED V 219 RESET
 NN0601'1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, 4 FEET IN
 NN0601'LENGTH WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH
 NN0601'TILE WITH GRAVEL AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 NN0601'IS 110 FEET SOUTH OF THE CENTER OF HIGHWAY 20, 4.5 FEET WEST-NORTHWEST
 NN0601'OF A CORNER FENCE POST, 3 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER,
 NN0601'1 FOOT NORTH OF AN EAST-WEST BOUNDARY FENCE AND 1 FOOT EAST OF A METAL
 NN0601'WITNESS POST.
 NN0601'
 NN0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.75 MI. W AND 1/4
 NN0601'MI. N OF STUART.
 NN0601
 NN0601                          STATION RECOVERY (1976)
 NN0601
 NN0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0601'4.8 MI WEST FROM STUART.
 NN0601'FROM INTERSECTION OF MAIN STREET LEADING NORTH INTO STUART AND U.S.
 NN0601'HIGHWAY 20 AT THE SOUTH EDGE OF STUART, GO WEST ON HIGHWAY 20 FOR
 NN0601'4.8 MILES TO FIELD APPROACH AND BENCH MARK ON THE LEFT, 68.8 FEET
 NN0601'NORTH-NORTHWEST OF A FENCE CORNER POST, 58.2 FEET NORTH-NORTHWEST
 NN0601'OF A POWER POLE, 56.5 FEET NORTH-NORTHWEST OF TOP CENTER OFA CONCRETE
 NN0601'HIGHWAY RIGHT-OF-WAY MARKER, 53.3 FEET SOUTH OF THE CENTER OF HIGHWAY
 NN0601'46.3 FEET NORTHWEST OF THE EAST END TOP CENTER EDGE OF METAL CULVERT
 NN0601'UNDER FIELD APPROACH AND 33.6 FEET NORTHEAST OF THE WEST END TOP
 NN0601'CENTER EDGE OF THE METAL CULVERT UNDER THE FIELD APPROACH.
 NN0601
 NN0601                          STATION RECOVERY (2021)
 NN0601
 NN0601'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0601'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0601'AT NEWPORT, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 4.46 MI
 NN0601'(7.18 KM) TO MILE POST 274.87 AND THE MARK ON THE RIGHT, AT A SOUTH
 NN0601'FIELD DRIVE.
 NN0601'
 NN0601'THE MARK IS 68.8 FT (21.0 M) NORTH-NORTHWEST OF A CORNER FENCE POST,
 NN0601'58.2 FT (17.7 M) NORTH-NORTHWEST OF A POWER POLE, 56.5 FT (17.2 M)
 NN0601'NORTH-NORTHWEST OF THE TOP CENTER OF A CONCRETE ROW MARKER, 46.3 FT
 NN0601'(14.1 M) NW OF THE TOP CENTER OF THE WEST END OF CORRUGATED METAL
 NN0601'CULVERT PIPE UNDER FIELD DRIVE, 33.6 FT (10.2 M) NE OF THE TOP CENTER
 NN0601'OF THE EAST END OF CORRUGATED METAL CULVERT PIPE UNDER FIELD DRIVE,
 NN0601'53.3 FT (16.2 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20 AND 7.0 FT
 NN0601'(2.1 M) WEST OF EXTENDED NORTH TO SOUTH FENCE LINE, SOUTH OF FIELD
 NN0601'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0602 ***********************************************************************
 NN0602  DESIGNATION -  W 219 RM 2
 NN0602  PID         -  NN0602
 NN0602  STATE/COUNTY-  NE/HOLT
 NN0602  COUNTRY     -  US
 NN0602  USGS QUAD   -  STUART (2017)
 NN0602
 NN0602                         *CURRENT SURVEY CONTROL
 NN0602  ______________________________________________________________________
 NN0602* NAD 83(1986) POSITION- 42 35 37.23   (N) 099 14 08.49   (W)   HD_HELD1
 NN0602* NAVD 88 ORTHO HEIGHT -   666.99  (+/-2cm)     2188.3   (feet) VERTCON
 NN0602  ______________________________________________________________________
 NN0602  GEOID HEIGHT    -        -23.795 (meters)                     GEOID18
 NN0602  VERT ORDER      -  THIRD (See Below)
 NN0602
 NN0602.The horizontal coordinates were determined by differentially corrected
 NN0602.hand held GPS observations or other comparable positioning techniques
 NN0602.and have an estimated accuracy of +/- 3 meters.
 NN0602
 NN0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0602
 NN0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0602.GEOID18 height accuracy estimate available here.
 NN0602
 NN0602.The vertical order pertains to the NGVD 29 superseded value.
 NN0602
 NN0602.Click photographs - Photos may exist for this station.
 NN0602
 NN0602;                    North         East    Units  Estimated Accuracy
 NN0602;SPC NE       -   306,764.1     562,720.6     MT  (+/- 3 meters HH1 GPS) 
 NN0602
 NN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8066315721(NAD 83)
 NN0602
 NN0602                          SUPERSEDED SURVEY CONTROL
 NN0602
 NN0602  NGVD 29 (01/31/13)  666.76   (m)         2187.5    (f) RESET       3  
 NN0602
 NN0602.Superseded values are not recommended for survey control.
 NN0602
 NN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0602.See file dsdata.pdf to determine how the superseded data were derived.
 NN0602
 NN0602_MARKER: DR = REFERENCE MARK DISK
 NN0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0602_STAMPING: W 219 NO 2 1949
 NN0602_PROJECTION: PROJECTING 8 CENTIMETERS
 NN0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0602+STABILITY: SURFACE MOTION
 NN0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0602+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0602
 NN0602  HISTORY     - Date     Condition        Report By
 NN0602  HISTORY     - 1949     MONUMENTED       CGS
 NN0602  HISTORY     - 20210707 GOOD             NEGS
 NN0602
 NN0602                          STATION DESCRIPTION
 NN0602
 NN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0602'4.8 MI WEST FROM STUART.
 NN0602'FROM INTERSECTION OF MAIN STREET LEADING NORTH INTO STUART AND U.S.
 NN0602'HIGHWAY 20 AT THE SOUTH EDGE OF STUART, GO WEST ON HIGHWAY 20 FOR
 NN0602'4.8 MILES TO FIELD APPROACH AND BENCH MARK ON THE LEFT, 21 FEET
 NN0602'SOUTH OF THE POWER POLE, 10.2 FEET SOUTH OF A CORNER FENCE POST, 1
 NN0602'FOOT AND IN A NORTH SOUTH FENCELINE.
 NN0602'THE MARK IS 1 FT  N FROM A WITNESS POST.
 NN0602
 NN0602                          STATION RECOVERY (2021)
 NN0602
 NN0602'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0602'THE 1949 STATION DESCRIPTION IS STILL VIABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0603 ***********************************************************************
 NN0603  DESIGNATION -  W 219 RM 3
 NN0603  PID         -  NN0603
 NN0603  STATE/COUNTY-  NE/HOLT
 NN0603  COUNTRY     -  US
 NN0603  USGS QUAD   -  STUART (2017)
 NN0603
 NN0603                         *CURRENT SURVEY CONTROL
 NN0603  ______________________________________________________________________
 NN0603* NAD 83(1986) POSITION- 42 35 37.45   (N) 099 14 09.39   (W)   HD_HELD1
 NN0603* NAVD 88 ORTHO HEIGHT -   666.92  (+/-2cm)     2188.1   (feet) VERTCON
 NN0603  ______________________________________________________________________
 NN0603  GEOID HEIGHT    -        -23.794 (meters)                     GEOID18
 NN0603  VERT ORDER      -  THIRD (See Below)
 NN0603
 NN0603.The horizontal coordinates were determined by differentially corrected
 NN0603.hand held GPS observations or other comparable positioning techniques
 NN0603.and have an estimated accuracy of +/- 3 meters.
 NN0603
 NN0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0603
 NN0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0603.GEOID18 height accuracy estimate available here.
 NN0603
 NN0603.The vertical order pertains to the NGVD 29 superseded value.
 NN0603
 NN0603.Click photographs - Photos may exist for this station.
 NN0603
 NN0603;                    North         East    Units  Estimated Accuracy
 NN0603;SPC NE       -   306,770.8     562,700.0     MT  (+/- 3 meters HH1 GPS) 
 NN0603
 NN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8064215728(NAD 83)
 NN0603
 NN0603                          SUPERSEDED SURVEY CONTROL
 NN0603
 NN0603  NGVD 29 (01/31/13)  666.69   (m)         2187.3    (f) RESET       3  
 NN0603
 NN0603.Superseded values are not recommended for survey control.
 NN0603
 NN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0603.See file dsdata.pdf to determine how the superseded data were derived.
 NN0603
 NN0603_MARKER: DR = REFERENCE MARK DISK
 NN0603_STAMPING: W 219 1949 NO 3 1976
 NN0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0603
 NN0603  HISTORY     - Date     Condition        Report By
 NN0603  HISTORY     - 1976     MONUMENTED       NGS
 NN0603  HISTORY     - 20210707 GOOD             NEGS
 NN0603
 NN0603                          STATION DESCRIPTION
 NN0603
 NN0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0603'4.8 MI WEST FROM STUART.
 NN0603'FROM INTERSECTION OF MAIN STREET LEADING NORTH INTO STUART AND U.S.
 NN0603'HIGHWAY 20 AT THE SOUTH EDGE OF STUART, GO WEST ON HIGHWAY 20 FOR
 NN0603'4.8 MILES TO FIELD APPROACH AND BENCH MARK ON THE LEFT, 115 FEET
 NN0603'SOUTH OF THE CENTER OF HIGHWAY 20, 70.2 FEET WEST-SOUTHWESTOF A
 NN0603'POWER POLE, 8.7 FEET WEST OF A CORNER FENCE POST, 1 FOOT EAST OF A
 NN0603'METAL WITNESS POST AND 0.8 FEET NORTH OF THE EAST-WEST BOUNDARY
 NN0603'FENCE.  A 4-INCH CAST ALUMINUM REFERENCE MARK.
 NN0603'THE MARK IS 1 FT  E FROM A WITNESS POST.
 NN0603
 NN0603                          STATION RECOVERY (2021)
 NN0603
 NN0603'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0603'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0603'AT NEWPORT, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 4.47 MI
 NN0603'(7.19 KM) TO MILE POST 274.86 AND THE MARK ON THE RIGHT (SOUTH).
 NN0603'
 NN0603'THE MARK IS 8.7 FT (2.7 M) WEST OF WEST GATE POST, 70.2 FT (21.4 M)
 NN0603'WEST-SOUTHWEST OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST,
 NN0603'115 FT (35.1 M) SOUTH OF A THE CENTERLINE OF U.S. 20 AND 0.8 FT (24
 NN0603'CM) NORTH OF AN EAST TO WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0112 ***********************************************************************
 MM0112  DESIGNATION -  W 22
 MM0112  PID         -  MM0112
 MM0112  STATE/COUNTY-  NE/MCPHERSON
 MM0112  COUNTRY     -  US
 MM0112  USGS QUAD   -  PULLEN RANCH (2017)
 MM0112
 MM0112                         *CURRENT SURVEY CONTROL
 MM0112  ______________________________________________________________________
 MM0112* NAD 83(1986) POSITION- 41 29 48.     (N) 100 53 13.     (W)   SCALED
 MM0112* NAVD 88 ORTHO HEIGHT -   984.212 (meters)     3229.04  (feet) ADJUSTED
 MM0112  ______________________________________________________________________
 MM0112  GEOID HEIGHT    -        -21.828 (meters)                     GEOID18
 MM0112  DYNAMIC HEIGHT  -        983.616 (meters)     3227.08  (feet) COMP
 MM0112  MODELED GRAVITY -    979,984.7   (mgal)                       NAVD 88
 MM0112
 MM0112  VERT ORDER      -  FIRST     CLASS II
 MM0112
 MM0112.The horizontal coordinates were scaled from a map and have
 MM0112.an estimated accuracy of +/- 6 seconds.
 MM0112
 MM0112.The orthometric height was determined by differential leveling and
 MM0112.adjusted by the NATIONAL GEODETIC SURVEY
 MM0112.in June 1991.
 MM0112
 MM0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0112.GEOID18 height accuracy estimate available here.
 MM0112
 MM0112.Click photographs - Photos may exist for this station.
 MM0112
 MM0112.The dynamic height is computed by dividing the NAVD 88
 MM0112.geopotential number by the normal gravity value computed on the
 MM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0112.degrees latitude (g = 980.6199 gals.).
 MM0112
 MM0112.The modeled gravity was interpolated from observed gravity values.
 MM0112
 MM0112;                    North         East    Units  Estimated Accuracy
 MM0112;SPC NE       -   185,050.      425,970.      MT  (+/- 180 meters Scaled)
 MM0112
 MM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL424956(NAD 83)
 MM0112
 MM0112                          SUPERSEDED SURVEY CONTROL
 MM0112
 MM0112  NGVD 29 (02/14/92)  983.837  (m)         3227.81   (f) ADJUSTED    1 2
 MM0112  NGVD 29 (??/??/87)  983.837  (m)         3227.81   (f) SUPERSEDED  1 2
 MM0112
 MM0112.Superseded values are not recommended for survey control.
 MM0112
 MM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0112.See file dsdata.pdf to determine how the superseded data were derived.
 MM0112
 MM0112_MARKER: DB = BENCH MARK DISK
 MM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0112_STAMPING: W 22 1933 3227.805
 MM0112_MARK LOGO: CGS
 MM0112_PROJECTION: PROJECTING 10 CENTIMETERS
 MM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0112+STABILITY: SURFACE MOTION
 MM0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0112+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 MM0112
 MM0112  HISTORY     - Date     Condition        Report By
 MM0112  HISTORY     - 1933     MONUMENTED       CGS
 MM0112  HISTORY     - 1934     GOOD             CGS
 MM0112  HISTORY     - 19910820 GOOD             NGS
 MM0112  HISTORY     - 20180529 GOOD             NEGS
 MM0112
 MM0112                          STATION DESCRIPTION
 MM0112
 MM0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0112'7.5 MI SE FROM TRYON.
 MM0112'7.5 MILES SOUTHEAST ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83
 MM0112'FROM TRYON, MC PHERSON COUNTY, 2.0 MILES SOUTH OF THE JUNCTION
 MM0112'OF STATE HIGHWAY 40, 144 FEET EAST AND 118 FEET SOUTH OF THE
 MM0112'SOUTHEAST CORNER OF A SCHOOLHOUSE, 83 FEET WEST OF THE CENTERLINE
 MM0112'OF THE OLD HIGHWAY, 38 FEET WEST OF A FENCE CORNER, AND 2 FEET
 MM0112'NORTH OF THE FENCE.  A STANDARD DISK, STAMPED 3227.805 W 22 1933
 MM0112'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 MM0112'GROUND.
 MM0112
 MM0112                          STATION RECOVERY (1934)
 MM0112
 MM0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0112'RECOVERED IN GOOD CONDITION.
 MM0112
 MM0112                          STATION RECOVERY (1991)
 MM0112
 MM0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0112'10.1 KM (6.25 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0112'COURTHOUSE IN TRYON, 179.3 M (588.3 FT) SOUTH OF THE CENTER OF A
 MM0112'FIELD ENTRANCE, 169.1 M (554.8 FT) NORTH OF A UTILITY BRACE POLE WITH
 MM0112'A GUY CABLE, 25.1 M (82.3 FT) WEST OF THE HIGHWAY CENTERLINE, 3.3 M
 MM0112'(10.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.8 M (9.2 FT) EAST OF A
 MM0112'WITNESS POST AND T-FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M (0.3
 MM0112'FT) ABOVE THE GROUND SURFACE.
 MM0112
 MM0112                          STATION RECOVERY (2018)
 MM0112
 MM0112'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 MM0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0396 ***********************************************************************
 NN0396  DESIGNATION -  W 220
 NN0396  PID         -  NN0396
 NN0396  STATE/COUNTY-  NE/BOYD
 NN0396  COUNTRY     -  US
 NN0396  USGS QUAD   -  NAPER SW (2017)
 NN0396
 NN0396                         *CURRENT SURVEY CONTROL
 NN0396  ______________________________________________________________________
 NN0396* NAD 83(1986) POSITION- 42 52 10.10   (N) 099 14 15.09   (W)   HD_HELD1
 NN0396* NAVD 88 ORTHO HEIGHT -   585.814 (meters)     1921.96  (feet) ADJUSTED
 NN0396  ______________________________________________________________________
 NN0396  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 NN0396  DYNAMIC HEIGHT  -        585.596 (meters)     1921.24  (feet) COMP
 NN0396  MODELED GRAVITY -    980,231.1   (mgal)                       NAVD 88
 NN0396
 NN0396  VERT ORDER      -  SECOND    CLASS 0
 NN0396
 NN0396.The horizontal coordinates were determined by differentially corrected
 NN0396.hand held GPS observations or other comparable positioning techniques
 NN0396.and have an estimated accuracy of +/- 3 meters.
 NN0396
 NN0396.The orthometric height was determined by differential leveling and
 NN0396.adjusted by the NATIONAL GEODETIC SURVEY
 NN0396.in June 1991.
 NN0396
 NN0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0396.GEOID18 height accuracy estimate available here.
 NN0396
 NN0396.Click photographs - Photos may exist for this station.
 NN0396
 NN0396.The dynamic height is computed by dividing the NAVD 88
 NN0396.geopotential number by the normal gravity value computed on the
 NN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0396.degrees latitude (g = 980.6199 gals.).
 NN0396
 NN0396.The modeled gravity was interpolated from observed gravity values.
 NN0396
 NN0396;                    North         East    Units  Estimated Accuracy
 NN0396;SPC NE       -   337,395.9     562,300.0     MT  (+/- 3 meters HH1 GPS) 
 NN0396
 NN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8059846347(NAD 83)
 NN0396
 NN0396                          SUPERSEDED SURVEY CONTROL
 NN0396
 NN0396  NGVD 29 (??/??/92)  585.548  (m)         1921.09   (f) ADJ UNCH    2 0
 NN0396
 NN0396.Superseded values are not recommended for survey control.
 NN0396
 NN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0396.See file dsdata.pdf to determine how the superseded data were derived.
 NN0396
 NN0396_MARKER: DB = BENCH MARK DISK
 NN0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0396_STAMPING: W 220 1946
 NN0396_MARK LOGO: CGS
 NN0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0396+STABILITY: SURFACE MOTION
 NN0396
 NN0396  HISTORY     - Date     Condition        Report By
 NN0396  HISTORY     - 1946     MONUMENTED       CGS
 NN0396
 NN0396                          STATION DESCRIPTION
 NN0396
 NN0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0396'10 MI SE FROM BROCKSBURG.
 NN0396'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0396'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0396'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0396'EAST 2.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0396'MARK IS AT THE INTERSECTION OF TWO GRADED DIRT ROADS, 70.0 FEET
 NN0396'NORTH OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 NN0396'EAST-WEST ROAD, 23.0 FEET EAST OF THE CENTER LINE OF THE
 NN0396'NORTH-SOUTH ROAD, 34.5 FEET NORTHWEST OF A LARGE COTTONWOOD
 NN0396'TREE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X
 NN0396'4 IN MARKER POST.  A BRONZE DISK STAMPED W 220 1946 SET IN THE
 NN0396'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0396'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1593 ***********************************************************************
 NM1593  DESIGNATION -  W 221 RESET
 NM1593  PID         -  NM1593
 NM1593  STATE/COUNTY-  NE/ANTELOPE
 NM1593  COUNTRY     -  US
 NM1593  USGS QUAD   -  PLAINVIEW (2017)
 NM1593
 NM1593                         *CURRENT SURVEY CONTROL
 NM1593  ______________________________________________________________________
 NM1593* NAD 83(1986) POSITION- 42 21 01.     (N) 097 52 24.     (W)   SCALED
 NM1593* NAVD 88 ORTHO HEIGHT -   548.73  (+/-2cm)     1800.3   (feet) VERTCON
 NM1593  ______________________________________________________________________
 NM1593  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 NM1593  VERT ORDER      -  THIRD (See Below)
 NM1593
 NM1593.The horizontal coordinates were scaled from a map and have
 NM1593.an estimated accuracy of +/- 6 seconds.
 NM1593
 NM1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1593
 NM1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1593.GEOID18 height accuracy estimate available here.
 NM1593
 NM1593.The vertical order pertains to the NGVD 29 superseded value.
 NM1593
 NM1593.Click photographs - Photos may exist for this station.
 NM1593
 NM1593;                    North         East    Units  Estimated Accuracy
 NM1593;SPC NE       -   281,610.      675,170.      MT  (+/- 180 meters Scaled)
 NM1593
 NM1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM927892(NAD 83)
 NM1593
 NM1593                          SUPERSEDED SURVEY CONTROL
 NM1593
 NM1593  NGVD 29 (01/31/13)  548.54   (m)         1799.7    (f) RESET       3  
 NM1593
 NM1593.Superseded values are not recommended for survey control.
 NM1593
 NM1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1593.See file dsdata.pdf to determine how the superseded data were derived.
 NM1593
 NM1593_MARKER: DV = VERTICAL CONTROL DISK
 NM1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1593_STAMPING: W 221 RESET 1978
 NM1593_MARK LOGO: NGS
 NM1593_PROJECTION: FLUSH
 NM1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1593+STABILITY: SURFACE MOTION
 NM1593
 NM1593  HISTORY     - Date     Condition        Report By
 NM1593  HISTORY     - 1978     MONUMENTED       NGS
 NM1593
 NM1593                          STATION DESCRIPTION
 NM1593
 NM1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NM1593'3.8 MI WEST FROM PLAINVIEW.
 NM1593'3.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF STATE
 NM1593'HIGHWAY 13 IN PLAINVIEW TO MARK ON RIGHT AT CROSSROADS, FEET NORTH
 NM1593'OF CENTER OF U.S. HIGHWAY 20, 31 FEET WEST OF CENTER OF A GRAVEL ROAD,
 NM1593'6.8 FEET SOUTH OF POWER POLE SPCS 445, AND 1 FOOT EAST OF FENCE.
 NM1593'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0492 ***********************************************************************
 NN0492  DESIGNATION -  W 222
 NN0492  PID         -  NN0492
 NN0492  STATE/COUNTY-  NE/ROCK
 NN0492  COUNTRY     -  US
 NN0492  USGS QUAD   -  BASSETT (2017)
 NN0492
 NN0492                         *CURRENT SURVEY CONTROL
 NN0492  ______________________________________________________________________
 NN0492* NAD 83(2011) POSITION- 42 34 24.66678(N) 099 35 06.12394(W)   ADJUSTED
 NN0492* NAD 83(2011) ELLIP HT-   693.450 (meters)        (06/27/12)   ADJUSTED
 NN0492* NAD 83(2011) EPOCH   -  2010.00
 NN0492* NAVD 88 ORTHO HEIGHT -   716.595 (meters)     2351.03  (feet) ADJUSTED
 NN0492  ______________________________________________________________________
 NN0492  GEOID HEIGHT    -        -23.157 (meters)                     GEOID18
 NN0492  NAD 83(2011) X  -   -783,376.237 (meters)                     COMP
 NN0492  NAD 83(2011) Y  - -4,638,966.995 (meters)                     COMP
 NN0492  NAD 83(2011) Z  -  4,293,201.465 (meters)                     COMP
 NN0492  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 NN0492  DYNAMIC HEIGHT  -        716.302 (meters)     2350.07  (feet) COMP
 NN0492  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 NN0492
 NN0492  VERT ORDER      -  FIRST     CLASS II
 NN0492
 NN0492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0492  Standards:
 NN0492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0492  -------------------------------------------------------------------
 NN0492  NETWORK    1.33   1.18           0.63   0.41   0.60      0.05915201
 NN0492  -------------------------------------------------------------------
 NN0492  Click here for local accuracies and other accuracy information.
 NN0492
 NN0492.The horizontal coordinates were established by GPS observations
 NN0492.and adjusted by the National Geodetic Survey in June 2012.
 NN0492
 NN0492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0492.been affixed to the stable North American tectonic plate. See 
 NN0492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0492
 NN0492.The horizontal coordinates are valid at the epoch date displayed above
 NN0492.which is a decimal equivalence of Year/Month/Day.
 NN0492
 NN0492.The orthometric height was determined by differential leveling and
 NN0492.adjusted by the NATIONAL GEODETIC SURVEY
 NN0492.in June 1991.
 NN0492
 NN0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0492.GEOID18 height accuracy estimate available here.
 NN0492
 NN0492.Click photographs - Photos may exist for this station.
 NN0492
 NN0492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0492
 NN0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0492
 NN0492.The ellipsoidal height was determined by GPS observations
 NN0492.and is referenced to NAD 83.
 NN0492
 NN0492.The dynamic height is computed by dividing the NAVD 88
 NN0492.geopotential number by the normal gravity value computed on the
 NN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0492.degrees latitude (g = 980.6199 gals.).
 NN0492
 NN0492.The modeled gravity was interpolated from observed gravity values.
 NN0492
 NN0492. The following values were computed from the NAD 83(2011) position.
 NN0492
 NN0492;                    North         East     Units Scale Factor Converg.
 NN0492;SPC NE       -   304,329.958   534,063.935   MT  0.99983249   +0 16 30.0
 NN0492;SPC NE       -   998,455.87  1,752,174.76   sFT  0.99983249   +0 16 30.0
 NN0492;UTM  14      - 4,713,622.368   451,986.265   MT  0.99962836   -0 23 44.9
 NN0492
 NN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0492!SPC NE       -   0.99989126  x   0.99983249  =   0.99972377
 NN0492!UTM  14      -   0.99989126  x   0.99962836  =   0.99951966
 NN0492
 NN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5198613622(NAD 83)
 NN0492
 NN0492                          SUPERSEDED SURVEY CONTROL
 NN0492
 NN0492  NAD 83(2007)-  42 34 24.66673(N)    099 35 06.12472(W) AD(2002.00) 0
 NN0492  ELLIP H (02/10/07)  693.479  (m)                       GP(2002.00)    
 NN0492  ELLIP H (01/07/02)  693.459  (m)                       GP(       ) 4 2
 NN0492  NAD 83(1995)-  42 34 24.66642(N)    099 35 06.12467(W) AD(       ) 3
 NN0492  ELLIP H (09/18/97)  693.512  (m)                       GP(       ) 4 2
 NN0492  NAVD 88             716.60   (m)         2351.0    (f) LEVELING    3  
 NN0492  NGVD 29 (??/??/92)  716.339  (m)         2350.19   (f) ADJ UNCH    1 2
 NN0492
 NN0492.Superseded values are not recommended for survey control.
 NN0492
 NN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0492.See file dsdata.pdf to determine how the superseded data were derived.
 NN0492
 NN0492_MARKER: DB = BENCH MARK DISK
 NN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0492_STAMPING: W 222 1946
 NN0492_MARK LOGO: CGS
 NN0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0492+STABILITY: SURFACE MOTION
 NN0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0492+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 NN0492
 NN0492  HISTORY     - Date     Condition        Report By
 NN0492  HISTORY     - 1946     MONUMENTED       CGS
 NN0492  HISTORY     - 19970709 GOOD             NGS
 NN0492
 NN0492                          STATION DESCRIPTION
 NN0492
 NN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0492'0.5 MI S FROM BASSETT.
 NN0492'0.5 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0492'BASSETT, ROCK COUNTY, THENCE 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY
 NN0492'20, 93 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 NN0492'SOUTHEAST OF THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN
 NN0492'RAILWAY TRACK, 9 FEET SOUTHWEST OF C. AND N.W. RY. MILEPOST 207,
 NN0492'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0492'HIGHWAY.  A STANDARD DISK, STAMPED W 222 1946 AND SET IN THE
 NN0492'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0492
 NN0492                          STATION RECOVERY (1997)
 NN0492
 NN0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NN0492'THE STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF BASSETT ON STATE
 NN0492'HIGHWAY RIGHT OF WAY.  OWNERSHIHP STATE OF NEBRASKA.  TO REACH THE
 NN0492'STATION FROM THE JUNCTION OF U S HIGHWAYS 20, 183 SOUTH AND STATE
 NN0492'HIGHWAY 7 NORTH IN BASSETT, GO WESTERLY FOR 2.6 MI (4.2 KM) ON THE U S
 NN0492'HIGHWAYS TO THE STATION ON THE RIGHT ON TOP OF A BERM TO THE SOUTH OF
 NN0492'AND RUNNING PARALLEL TO AN ABANDONED RAIL BED (COWBOY TRAIL) . THE
 NN0492'STATION IS 96.0 FT (29.3 M) NORTHWEST OF THE CENTER OF THE HIGHWAYS,
 NN0492'37.0 FT (11.3 M) SOUTHEAST OF THE CENTER OF THE ABANDONED RAIL BED,
 NN0492'11.6 FT (3.5 M) SOUTHWEST OF A WOODEN MILEPOST 207 SIGN, AND LEVEL
 NN0492'WITH THE HIGHWAYS.  THE MONUMENT IS PROJECTING 5 INCHES ABOVE THE
 NN0492'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0562 ***********************************************************************
 NN0562  DESIGNATION -  W 223
 NN0562  PID         -  NN0562
 NN0562  STATE/COUNTY-  NE/KEYA PAHA
 NN0562  COUNTRY     -  US
 NN0562  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0562
 NN0562                         *CURRENT SURVEY CONTROL
 NN0562  ______________________________________________________________________
 NN0562* NAD 83(1986) POSITION- 42 53 50.     (N) 099 42 34.     (W)   SCALED
 NN0562* NAVD 88 ORTHO HEIGHT -   699.073 (meters)     2293.54  (feet) ADJUSTED
 NN0562  ______________________________________________________________________
 NN0562  GEOID HEIGHT    -        -23.936 (meters)                     GEOID18
 NN0562  DYNAMIC HEIGHT  -        698.800 (meters)     2292.65  (feet) COMP
 NN0562  MODELED GRAVITY -    980,208.2   (mgal)                       NAVD 88
 NN0562
 NN0562  VERT ORDER      -  FIRST     CLASS II
 NN0562
 NN0562.The horizontal coordinates were scaled from a map and have
 NN0562.an estimated accuracy of +/- 6 seconds.
 NN0562
 NN0562.The orthometric height was determined by differential leveling and
 NN0562.adjusted by the NATIONAL GEODETIC SURVEY
 NN0562.in June 1991.
 NN0562
 NN0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0562.GEOID18 height accuracy estimate available here.
 NN0562
 NN0562.Click photographs - Photos may exist for this station.
 NN0562
 NN0562.The dynamic height is computed by dividing the NAVD 88
 NN0562.geopotential number by the normal gravity value computed on the
 NN0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0562.degrees latitude (g = 980.6199 gals.).
 NN0562
 NN0562.The modeled gravity was interpolated from observed gravity values.
 NN0562
 NN0562;                    North         East    Units  Estimated Accuracy
 NN0562;SPC NE       -   340,240.      523,730.      MT  (+/- 180 meters Scaled)
 NN0562
 NN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN420496(NAD 83)
 NN0562
 NN0562                          SUPERSEDED SURVEY CONTROL
 NN0562
 NN0562  NGVD 29 (??/??/92)  698.785  (m)         2292.60   (f) ADJ UNCH    1 2
 NN0562
 NN0562.Superseded values are not recommended for survey control.
 NN0562
 NN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0562.See file dsdata.pdf to determine how the superseded data were derived.
 NN0562
 NN0562_MARKER: DB = BENCH MARK DISK
 NN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0562_STAMPING: W 223 1946
 NN0562_MARK LOGO: CGS
 NN0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0562+STABILITY: SURFACE MOTION
 NN0562
 NN0562  HISTORY     - Date     Condition        Report By
 NN0562  HISTORY     - 1946     MONUMENTED       CGS
 NN0562
 NN0562                          STATION DESCRIPTION
 NN0562
 NN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0562'7 MI NE FROM SPRINGVIEW.
 NN0562'ALONG A GRAVELED COUNTY ROAD, 5.0 MILES NORTH THENCE 2.0 MILES
 NN0562'EAST OF THE COURT HOUSE IN SPRINGVIEW, NEAR A SECTION CORNER,
 NN0562'28 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 36 FEET WEST OF
 NN0562'THE CENTER OF A SIDE ROAD, 6 FEET WEST OF A CORNER FENCE POST,
 NN0562'1 FOOT NORTH OF A FENCE, 2 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DI0769 ***********************************************************************
 DI0769  DESIGNATION -  W 223 RESET
 DI0769  PID         -  DI0769
 DI0769  STATE/COUNTY-  NE/KEYA PAHA
 DI0769  COUNTRY     -  US
 DI0769  USGS QUAD   -  SPRINGVIEW NW (2017)
 DI0769
 DI0769                         *CURRENT SURVEY CONTROL
 DI0769  ______________________________________________________________________
 DI0769* NAD 83(1986) POSITION- 42 53 50.     (N) 099 42 34.     (W)   SCALED
 DI0769* NAVD 88 ORTHO HEIGHT -   699.42  (meters)     2294.7   (feet) RESET
 DI0769  ______________________________________________________________________
 DI0769  GEOID HEIGHT    -        -23.936 (meters)                     GEOID18
 DI0769  VERT ORDER      -  THIRD
 DI0769
 DI0769.The horizontal coordinates were scaled from a map and have
 DI0769.an estimated accuracy of +/- 6 seconds.
 DI0769
 DI0769.The orthometric height was computed from unverified reset data.
 DI0769
 DI0769.No vertical observational check was made to the station.
 DI0769
 DI0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0769.GEOID18 height accuracy estimate available here.
 DI0769
 DI0769.Click photographs - Photos may exist for this station.
 DI0769
 DI0769;                    North         East    Units  Estimated Accuracy
 DI0769;SPC NE       -   340,240.      523,730.      MT  (+/- 180 meters Scaled)
 DI0769
 DI0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN420496(NAD 83)
 DI0769
 DI0769                          SUPERSEDED SURVEY CONTROL
 DI0769
 DI0769.No superseded survey control is available for this station.
 DI0769
 DI0769_MARKER: DB = BENCH MARK DISK
 DI0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0769_STAMPING: W 22 RESET 1971
 DI0769_MARK LOGO: CGS
 DI0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0769+STABILITY: SURFACE MOTION
 DI0769
 DI0769  HISTORY     - Date     Condition        Report By
 DI0769  HISTORY     - 1971     MONUMENTED       NEDR
 DI0769
 DI0769                          STATION DESCRIPTION
 DI0769
 DI0769'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1971 (WDE)
 DI0769'ALONG HIGHWAY NO 12, 5.0 MILES (8.0 KM) NORTH THENCE 2.0 MILES (3.2
 DI0769'KM) EAST OF THE COURT HOUSE IN SPRINGVIEW, 75.0 FEET (22.9 M) NORTH OF
 DI0769'CENTER OF ROAD.  110.0 FEET (33.5 M) WEST OF COUNTY ROAD LEADING
 DI0769'NORTH.  1.0 FOOT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1170 ***********************************************************************
 NM1170  DESIGNATION -  W 224
 NM1170  PID         -  NM1170
 NM1170  STATE/COUNTY-  NE/WAYNE
 NM1170  COUNTRY     -  US
 NM1170  USGS QUAD   -  HOSKINS (2017)
 NM1170
 NM1170                         *CURRENT SURVEY CONTROL
 NM1170  ______________________________________________________________________
 NM1170* NAD 83(1986) POSITION- 42 06 19.     (N) 097 19 23.     (W)   SCALED
 NM1170* NAVD 88 ORTHO HEIGHT -   501.776 (meters)     1646.24  (feet) ADJUSTED
 NM1170  ______________________________________________________________________
 NM1170  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 NM1170  DYNAMIC HEIGHT  -        501.583 (meters)     1645.61  (feet) COMP
 NM1170  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 NM1170
 NM1170  VERT ORDER      -  FIRST     CLASS II
 NM1170
 NM1170.The horizontal coordinates were scaled from a map and have
 NM1170.an estimated accuracy of +/- 6 seconds.
 NM1170
 NM1170.The orthometric height was determined by differential leveling and
 NM1170.adjusted by the NATIONAL GEODETIC SURVEY
 NM1170.in June 1991.
 NM1170
 NM1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1170.GEOID18 height accuracy estimate available here.
 NM1170
 NM1170.Click photographs - Photos may exist for this station.
 NM1170
 NM1170.The dynamic height is computed by dividing the NAVD 88
 NM1170.geopotential number by the normal gravity value computed on the
 NM1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1170.degrees latitude (g = 980.6199 gals.).
 NM1170
 NM1170.The modeled gravity was interpolated from observed gravity values.
 NM1170
 NM1170;                    North         East    Units  Estimated Accuracy
 NM1170;SPC NE       -   255,680.      721,320.      MT  (+/- 180 meters Scaled)
 NM1170
 NM1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM386628(NAD 83)
 NM1170
 NM1170                          SUPERSEDED SURVEY CONTROL
 NM1170
 NM1170  NGVD 29 (??/??/92)  501.582  (m)         1645.61   (f) ADJ UNCH    1 2
 NM1170
 NM1170.Superseded values are not recommended for survey control.
 NM1170
 NM1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1170.See file dsdata.pdf to determine how the superseded data were derived.
 NM1170
 NM1170_MARKER: DB = BENCH MARK DISK
 NM1170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1170_SP_SET: CULVERT HEADWALL
 NM1170_STAMPING: W 224 1947
 NM1170_MARK LOGO: CGS
 NM1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1170+STABILITY: SURFACE MOTION
 NM1170
 NM1170  HISTORY     - Date     Condition        Report By
 NM1170  HISTORY     - 1947     MONUMENTED       CGS
 NM1170  HISTORY     - 1983     GOOD             LOCSUR
 NM1170
 NM1170                          STATION DESCRIPTION
 NM1170
 NM1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1170'1 MI SW FROM HOSKINS.
 NM1170'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1170'OMAHA RAILWAY FROM THE STATION AT HOSKINS, AT A SMALL CREEK, 0.15
 NM1170'MILE SOUTHWEST OF MILE POST EMR 39 AND 275.0 FEET NORTHEAST OF
 NM1170'THE CENTER OF A DIRT ROAD CROSSING, 66.5 FEET NORTHWEST OF THE
 NM1170'NORTHWEST RAIL OF THE TRACK, 13.0 FEET SOUTHEAST OF THE CENTER OF
 NM1170'STATE HIGHWAY NO. 35, SET IN THE TOP OF THE NORTHEAST END OF THE
 NM1170'SOUTHEAST HEAD WALL OF AN 8 X 8-FOOT CONCRETE CULVERT UNDER THE
 NM1170'HIGHWAY, ABOUT THE SAME ELEVATION AS THE TRACK AND 0.5 FOOT BELOW
 NM1170'THE HIGHWAY.
 NM1170
 NM1170                          STATION RECOVERY (1983)
 NM1170
 NM1170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0003 ***********************************************************************
 NO0003  DESIGNATION -  W 226
 NO0003  PID         -  NO0003
 NO0003  STATE/COUNTY-  NE/BROWN
 NO0003  COUNTRY     -  US
 NO0003  USGS QUAD   -  JOHNSTOWN (2017)
 NO0003
 NO0003                         *CURRENT SURVEY CONTROL
 NO0003  ______________________________________________________________________
 NO0003* NAD 83(1986) POSITION- 42 34 39.     (N) 100 00 01.     (W)   SCALED
 NO0003* NAVD 88 ORTHO HEIGHT -   786.938 (meters)     2581.81  (feet) ADJUSTED
 NO0003  ______________________________________________________________________
 NO0003  GEOID HEIGHT    -        -22.414 (meters)                     GEOID18
 NO0003  DYNAMIC HEIGHT  -        786.608 (meters)     2580.73  (feet) COMP
 NO0003  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 NO0003
 NO0003  VERT ORDER      -  FIRST     CLASS II
 NO0003
 NO0003.This mark is at Ainsworth Municipal Airport (ANW)
 NO0003
 NO0003.The horizontal coordinates were scaled from a map and have
 NO0003.an estimated accuracy of +/- 6 seconds.
 NO0003
 NO0003.The orthometric height was determined by differential leveling and
 NO0003.adjusted by the NATIONAL GEODETIC SURVEY
 NO0003.in June 1991.
 NO0003
 NO0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0003.GEOID18 height accuracy estimate available here.
 NO0003
 NO0003.Click photographs - Photos may exist for this station.
 NO0003
 NO0003.The dynamic height is computed by dividing the NAVD 88
 NO0003.geopotential number by the normal gravity value computed on the
 NO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0003.degrees latitude (g = 980.6199 gals.).
 NO0003
 NO0003.The modeled gravity was interpolated from observed gravity values.
 NO0003
 NO0003;                    North         East    Units  Estimated Accuracy
 NO0003;SPC NE       -   304,690.      499,980.      MT  (+/- 180 meters Scaled)
 NO0003
 NO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN179143(NAD 83)
 NO0003
 NO0003                          SUPERSEDED SURVEY CONTROL
 NO0003
 NO0003  NGVD 29 (??/??/92)  786.641  (m)         2580.84   (f) ADJ UNCH    1 2
 NO0003
 NO0003.Superseded values are not recommended for survey control.
 NO0003
 NO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0003.See file dsdata.pdf to determine how the superseded data were derived.
 NO0003
 NO0003_MARKER: DB = BENCH MARK DISK
 NO0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0003_STAMPING: W 226 1946
 NO0003_MARK LOGO: CGS
 NO0003_PROJECTION: FLUSH
 NO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0003+STABILITY: SURFACE MOTION
 NO0003
 NO0003  HISTORY     - Date     Condition        Report By
 NO0003  HISTORY     - 1946     MONUMENTED       CGS
 NO0003  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0003
 NO0003                          STATION DESCRIPTION
 NO0003
 NO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0003'2.6 MI E FROM JOHNSTOWN.
 NO0003'2.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0003'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, THENCE
 NO0003'1.1 MILES NORTH AND 0.3 MILE EAST ALONG PAVED ROADS, AT THE
 NO0003'AINSWORTH ARMY AIR FIELD, 248 FEET SOUTHEAST OF THE FLAGPOLE,
 NO0003'AT THE ADMINISTRATION BUILDING (BUILDING T-2-02), 4 FEET NORTH
 NO0003'OF THE NORTHWEST CORNER, 100 FEET SOUTH OF AN EAST-AND-WEST
 NO0003'PAVED STREET, 98 FEET WEST OF A NORTH-AND-SOUTH PAVED STREET,
 NO0003'AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 NO0003'DISK, STAMPED W 226 1946 AND SET IN THE TOP OF A CONCRETE POST
 NO0003'FLUSH WITH THE GROUND.
 NO0003
 NO0003                          STATION RECOVERY (1984)
 NO0003
 NO0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0071 ***********************************************************************
 NO0071  DESIGNATION -  W 227
 NO0071  PID         -  NO0071
 NO0071  STATE/COUNTY-  NE/BROWN
 NO0071  COUNTRY     -  US
 NO0071  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0071
 NO0071                         *CURRENT SURVEY CONTROL
 NO0071  ______________________________________________________________________
 NO0071* NAD 83(1986) POSITION- 42 41 49.     (N) 100 04 01.     (W)   SCALED
 NO0071* NAVD 88 ORTHO HEIGHT -   760.281 (meters)     2494.36  (feet) ADJUSTED
 NO0071  ______________________________________________________________________
 NO0071  GEOID HEIGHT    -        -22.558 (meters)                     GEOID18
 NO0071  DYNAMIC HEIGHT  -        759.975 (meters)     2493.35  (feet) COMP
 NO0071  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 NO0071
 NO0071  VERT ORDER      -  SECOND    CLASS 0
 NO0071
 NO0071.The horizontal coordinates were scaled from a map and have
 NO0071.an estimated accuracy of +/- 6 seconds.
 NO0071
 NO0071.The orthometric height was determined by differential leveling and
 NO0071.adjusted by the NATIONAL GEODETIC SURVEY
 NO0071.in June 1991.
 NO0071
 NO0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0071.GEOID18 height accuracy estimate available here.
 NO0071
 NO0071.Click photographs - Photos may exist for this station.
 NO0071
 NO0071.The dynamic height is computed by dividing the NAVD 88
 NO0071.geopotential number by the normal gravity value computed on the
 NO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0071.degrees latitude (g = 980.6199 gals.).
 NO0071
 NO0071.The modeled gravity was interpolated from observed gravity values.
 NO0071
 NO0071;                    North         East    Units  Estimated Accuracy
 NO0071;SPC NE       -   317,960.      494,520.      MT  (+/- 180 meters Scaled)
 NO0071
 NO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN126277(NAD 83)
 NO0071
 NO0071                          SUPERSEDED SURVEY CONTROL
 NO0071
 NO0071  NGVD 29 (??/??/92)  759.985  (m)         2493.38   (f) ADJ UNCH    2 0
 NO0071
 NO0071.Superseded values are not recommended for survey control.
 NO0071
 NO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0071.See file dsdata.pdf to determine how the superseded data were derived.
 NO0071
 NO0071_MARKER: DB = BENCH MARK DISK
 NO0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0071_STAMPING: W 227 1946
 NO0071_MARK LOGO: CGS
 NO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0071+STABILITY: SURFACE MOTION
 NO0071
 NO0071  HISTORY     - Date     Condition        Report By
 NO0071  HISTORY     - 1946     MONUMENTED       CGS
 NO0071  HISTORY     - 1984     GOOD             USGS
 NO0071
 NO0071                          STATION DESCRIPTION
 NO0071
 NO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0071'10.1 MI N FROM JOHNSTOWN.
 NO0071'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0071'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 9.7 MILES
 NO0071'NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND ABOUT 0.3 MILE
 NO0071'SOUTHEAST OF A GROUP OF RANCH BUILDINGS, 30 FEET WEST OF AND
 NO0071'ABOUT 6 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 1 FOOT EAST
 NO0071'OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NO0071'POST.  A BRONZE DISC STAMPED W 227 1946 AND SET IN THE TOP OF A
 NO0071'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED
 NO0071'W 227 1946.
 NO0071
 NO0071                          STATION RECOVERY (1984)
 NO0071
 NO0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0071'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGE AND
 NO0071'NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 9.7 MILES NORTH
 NO0071'ALONG A DIRT ROAD LEADING TO NORDEN, AND ABOUT 0.3 MILE SOUTHEAST OF
 NO0071'A GROUP OF RANCH BUILDINGS, IN SOUTHWEST 1/4 OF SECTION 31, T 32 N, R
 NO0071'23 W, 300 FEET WEST OF ROAD, ONE FOOT SOUTH OF A 4' X 4' MARKER POST.
 NO0071'STANDARD TABLET (USC AND GS), PROJECTING 5' ABOVE THE GROUND STAMPED
 NO0071''W 227 1946'.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0041 ***********************************************************************
 NO0041  DESIGNATION -  W 228
 NO0041  PID         -  NO0041
 NO0041  STATE/COUNTY-  NE/CHERRY
 NO0041  COUNTRY     -  US
 NO0041  USGS QUAD   -  THATCHER (2017)
 NO0041
 NO0041                         *CURRENT SURVEY CONTROL
 NO0041  ______________________________________________________________________
 NO0041* NAD 83(1986) POSITION- 42 48 17.     (N) 100 27 56.     (W)   SCALED
 NO0041* NAVD 88 ORTHO HEIGHT -   811.233 (meters)     2661.52  (feet) ADJUSTED
 NO0041  ______________________________________________________________________
 NO0041  GEOID HEIGHT    -        -21.895 (meters)                     GEOID18
 NO0041  DYNAMIC HEIGHT  -        810.905 (meters)     2660.44  (feet) COMP
 NO0041  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 NO0041
 NO0041  VERT ORDER      -  FIRST     CLASS II
 NO0041
 NO0041.The horizontal coordinates were scaled from a map and have
 NO0041.an estimated accuracy of +/- 6 seconds.
 NO0041
 NO0041.The orthometric height was determined by differential leveling and
 NO0041.adjusted by the NATIONAL GEODETIC SURVEY
 NO0041.in June 1991.
 NO0041
 NO0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0041.GEOID18 height accuracy estimate available here.
 NO0041
 NO0041.Click photographs - Photos may exist for this station.
 NO0041
 NO0041.The dynamic height is computed by dividing the NAVD 88
 NO0041.geopotential number by the normal gravity value computed on the
 NO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0041.degrees latitude (g = 980.6199 gals.).
 NO0041
 NO0041.The modeled gravity was interpolated from observed gravity values.
 NO0041
 NO0041;                    North         East    Units  Estimated Accuracy
 NO0041;SPC NE       -   330,030.      461,920.      MT  (+/- 180 meters Scaled)
 NO0041
 NO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN801401(NAD 83)
 NO0041
 NO0041                          SUPERSEDED SURVEY CONTROL
 NO0041
 NO0041  NGVD 29 (??/??/92)  810.950  (m)         2660.59   (f) ADJ UNCH    1 2
 NO0041
 NO0041.Superseded values are not recommended for survey control.
 NO0041
 NO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0041.See file dsdata.pdf to determine how the superseded data were derived.
 NO0041
 NO0041_MARKER: DB = BENCH MARK DISK
 NO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0041_STAMPING: W 228 1946
 NO0041_MARK LOGO: CGS
 NO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0041+STABILITY: SURFACE MOTION
 NO0041
 NO0041  HISTORY     - Date     Condition        Report By
 NO0041  HISTORY     - 1946     MONUMENTED       CGS
 NO0041
 NO0041                          STATION DESCRIPTION
 NO0041
 NO0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0041'7 MI SE FROM VALENTINE.
 NO0041'7.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0041'FROM THE STATION AT VALENTINE, CHERRY COUNTY, AT THACHER, 56 FEET
 NO0041'SOUTH OF MILEPOST 262, 99 FEET SOUTH OF THE CENTERLINE OF THE
 NO0041'MAIN TRACK, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST
 NO0041'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN TRACK.
 NO0041'A STANDARD DISK, STAMPED W 228 1946 AND SET IN THE TOP OF A
 NO0041'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0618 ***********************************************************************
 NM0618  DESIGNATION -  W 229
 NM0618  PID         -  NM0618
 NM0618  STATE/COUNTY-  NE/DIXON
 NM0618  COUNTRY     -  US
 NM0618  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0618
 NM0618                         *CURRENT SURVEY CONTROL
 NM0618  ______________________________________________________________________
 NM0618* NAD 83(1986) POSITION- 42 16 22.     (N) 096 56 29.     (W)   SCALED
 NM0618* NAVD 88 ORTHO HEIGHT -   428.727 (meters)     1406.58  (feet) ADJUSTED
 NM0618  ______________________________________________________________________
 NM0618  GEOID HEIGHT    -        -24.919 (meters)                     GEOID18
 NM0618  DYNAMIC HEIGHT  -        428.586 (meters)     1406.12  (feet) COMP
 NM0618  MODELED GRAVITY -    980,279.2   (mgal)                       NAVD 88
 NM0618
 NM0618  VERT ORDER      -  FIRST     CLASS II
 NM0618
 NM0618.The horizontal coordinates were scaled from a map and have
 NM0618.an estimated accuracy of +/- 6 seconds.
 NM0618
 NM0618.The orthometric height was determined by differential leveling and
 NM0618.adjusted by the NATIONAL GEODETIC SURVEY
 NM0618.in June 1991.
 NM0618
 NM0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0618.GEOID18 height accuracy estimate available here.
 NM0618
 NM0618.Click photographs - Photos may exist for this station.
 NM0618
 NM0618.The dynamic height is computed by dividing the NAVD 88
 NM0618.geopotential number by the normal gravity value computed on the
 NM0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0618.degrees latitude (g = 980.6199 gals.).
 NM0618
 NM0618.The modeled gravity was interpolated from observed gravity values.
 NM0618
 NM0618;                    North         East    Units  Estimated Accuracy
 NM0618;SPC NE       -   275,310.      752,210.      MT  (+/- 180 meters Scaled)
 NM0618
 NM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM697821(NAD 83)
 NM0618
 NM0618                          SUPERSEDED SURVEY CONTROL
 NM0618
 NM0618  NGVD 29 (??/??/92)  428.559  (m)         1406.03   (f) ADJ UNCH    1 2
 NM0618
 NM0618.Superseded values are not recommended for survey control.
 NM0618
 NM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0618.See file dsdata.pdf to determine how the superseded data were derived.
 NM0618
 NM0618_MARKER: DB = BENCH MARK DISK
 NM0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0618_STAMPING: W 229 1947
 NM0618_MARK LOGO: CGS
 NM0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0618+STABILITY: SURFACE MOTION
 NM0618
 NM0618  HISTORY     - Date     Condition        Report By
 NM0618  HISTORY     - 1947     MONUMENTED       CGS
 NM0618  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0618
 NM0618                          STATION DESCRIPTION
 NM0618
 NM0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0618'5.1 MI NE FROM WAYNE.
 NM0618'5.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0618'AND OMAHA RAILWAY FROM THE STATION AT WAYNE, 36.0 FEET SOUTH OF
 NM0618'THE SOUTH RAIL OF THE TRACK, 9.8 FEET NORTH OF THE SOUTH RIGHT
 NM0618'OF WAY FENCE, 7.0 FEET EAST OF A TELEPHONE POLE, THIS POLE IS
 NM0618'THE THIRD POLE EAST OF TELEPHONE NO. 13/15 AND THE SECOND POLE
 NM0618'WEST OF TELEPHONE POLE NO. 13/10, 1.7 FOOT WEST OF A REFERENCE POST,
 NM0618'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE TRACK AND PROJECTING
 NM0618'0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 4.1 MILES WEST ALONG
 NM0618'THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE
 NM0618'STATION AT WAKEFIELD.
 NM0618
 NM0618                          STATION RECOVERY (1966)
 NM0618
 NM0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0618'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0083 ***********************************************************************
 LJ0083  DESIGNATION -  W 23
 LJ0083  PID         -  LJ0083
 LJ0083  STATE/COUNTY-  NE/RED WILLOW
 LJ0083  COUNTRY     -  US
 LJ0083  USGS QUAD   -  RED WILLOW DAM (2017)
 LJ0083
 LJ0083                         *CURRENT SURVEY CONTROL
 LJ0083  ______________________________________________________________________
 LJ0083* NAD 83(1986) POSITION- 40 16 52.     (N) 100 39 01.     (W)   SCALED
 LJ0083* NAVD 88 ORTHO HEIGHT -   834.076 (meters)     2736.46  (feet) ADJUSTED
 LJ0083  ______________________________________________________________________
 LJ0083  GEOID HEIGHT    -        -23.789 (meters)                     GEOID18
 LJ0083  DYNAMIC HEIGHT  -        833.522 (meters)     2734.65  (feet) COMP
 LJ0083  MODELED GRAVITY -    979,933.4   (mgal)                       NAVD 88
 LJ0083
 LJ0083  VERT ORDER      -  SECOND    CLASS 0
 LJ0083
 LJ0083.The horizontal coordinates were scaled from a map and have
 LJ0083.an estimated accuracy of +/- 6 seconds.
 LJ0083
 LJ0083.The orthometric height was determined by differential leveling and
 LJ0083.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0083.in June 1991.
 LJ0083
 LJ0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0083.GEOID18 height accuracy estimate available here.
 LJ0083
 LJ0083.Click photographs - Photos may exist for this station.
 LJ0083
 LJ0083.The dynamic height is computed by dividing the NAVD 88
 LJ0083.geopotential number by the normal gravity value computed on the
 LJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0083.degrees latitude (g = 980.6199 gals.).
 LJ0083
 LJ0083.The modeled gravity was interpolated from observed gravity values.
 LJ0083
 LJ0083;                    North         East    Units  Estimated Accuracy
 LJ0083;SPC NE       -    49,930.      444,710.      MT  (+/- 180 meters Scaled)
 LJ0083
 LJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK597602(NAD 83)
 LJ0083
 LJ0083                          SUPERSEDED SURVEY CONTROL
 LJ0083
 LJ0083  NGVD 29 (??/??/92)  833.748  (m)         2735.39   (f) ADJ UNCH    2 0
 LJ0083
 LJ0083.Superseded values are not recommended for survey control.
 LJ0083
 LJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0083.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0083
 LJ0083_MARKER: DB = BENCH MARK DISK
 LJ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0083_STAMPING: W 23 1934
 LJ0083_MARK LOGO: CGS
 LJ0083_PROJECTION: FLUSH
 LJ0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0083+STABILITY: SURFACE MOTION
 LJ0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0083+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 LJ0083
 LJ0083  HISTORY     - Date     Condition        Report By
 LJ0083  HISTORY     - 1934     MONUMENTED       CGS
 LJ0083  HISTORY     - 1957     GOOD             CGS
 LJ0083  HISTORY     - 19991103 GOOD             NGS
 LJ0083  HISTORY     - 20050327 GOOD             GEOCAC
 LJ0083
 LJ0083                          STATION DESCRIPTION
 LJ0083
 LJ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0083'5.6 MI N FROM MC COOK.
 LJ0083'5.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF U.S.
 LJ0083'HIGHWAYS 6, 34, AND 83 AT THE WEST EDGE OF MC COOK, REDWILLOW
 LJ0083'COUNTY, 43 FEET SOUTH OF A T-ROAD LEADING WEST, 40 FEET WEST
 LJ0083'OF THE CENTER OF U.S. HIGHWAY 83, 1 FOOT NORTH OF THE NORTHEAST
 LJ0083'CORNER OF A STEEL STORM-FENCE AROUND A GROUP OF TRANSFORMERS,
 LJ0083'AND PROJECTING 2 INCHES FROM THE GROUND.  A STANDARD DISK,
 LJ0083'STAMPED W 23 1934.
 LJ0083
 LJ0083                          STATION RECOVERY (1999)
 LJ0083
 LJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0083'9.1 KM (5.65 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 LJ0083'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, 12.3 M (40.4 FT) WEST OF THE
 LJ0083'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 LJ0083'M (1.3 FT) NORTH OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 LJ0083'ENCLOSING A SUBSTATION, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 LJ0083'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 LJ0083'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 LJ0083
 LJ0083                          STATION RECOVERY (2005)
 LJ0083
 LJ0083'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LJ0083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0354 ***********************************************************************
 MK0354  DESIGNATION -  W 230
 MK0354  PID         -  MK0354
 MK0354  STATE/COUNTY-  NE/BURT
 MK0354  COUNTRY     -  US
 MK0354  USGS QUAD   -  CRAIG (2017)
 MK0354
 MK0354                         *CURRENT SURVEY CONTROL
 MK0354  ______________________________________________________________________
 MK0354* NAD 83(1986) POSITION- 41 47 05.     (N) 096 21 40.     (W)   SCALED
 MK0354* NAVD 88 ORTHO HEIGHT -   413.232 (meters)     1355.75  (feet) ADJUSTED
 MK0354  ______________________________________________________________________
 MK0354  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 MK0354  DYNAMIC HEIGHT  -        413.077 (meters)     1355.24  (feet) COMP
 MK0354  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 MK0354
 MK0354  VERT ORDER      -  SECOND    CLASS 0
 MK0354
 MK0354.The horizontal coordinates were scaled from a map and have
 MK0354.an estimated accuracy of +/- 6 seconds.
 MK0354
 MK0354.The orthometric height was determined by differential leveling and
 MK0354.adjusted by the NATIONAL GEODETIC SURVEY
 MK0354.in June 1991.
 MK0354
 MK0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0354.GEOID18 height accuracy estimate available here.
 MK0354
 MK0354.Click photographs - Photos may exist for this station.
 MK0354
 MK0354.The dynamic height is computed by dividing the NAVD 88
 MK0354.geopotential number by the normal gravity value computed on the
 MK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0354.degrees latitude (g = 980.6199 gals.).
 MK0354
 MK0354.The modeled gravity was interpolated from observed gravity values.
 MK0354
 MK0354;                    North         East    Units  Estimated Accuracy
 MK0354;SPC NE       -   223,020.      802,310.      MT  (+/- 180 meters Scaled)
 MK0354
 MK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM192292(NAD 83)
 MK0354
 MK0354                          SUPERSEDED SURVEY CONTROL
 MK0354
 MK0354  NGVD 29 (??/??/92)  413.093  (m)         1355.29   (f) ADJ UNCH    2 0
 MK0354
 MK0354.Superseded values are not recommended for survey control.
 MK0354
 MK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0354.See file dsdata.pdf to determine how the superseded data were derived.
 MK0354
 MK0354_MARKER: DB = BENCH MARK DISK
 MK0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0354_SP_SET: BUILDING
 MK0354_STAMPING: W 230 1947
 MK0354_MARK LOGO: CGS
 MK0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0354
 MK0354  HISTORY     - Date     Condition        Report By
 MK0354  HISTORY     - 1947     MONUMENTED       CGS
 MK0354
 MK0354                          STATION DESCRIPTION
 MK0354
 MK0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0354'AT CRAIG.
 MK0354'AT CRAIG, AT THE WEST (MAIN) ENTRANCE TO THE HIGH SCHOOL, 6.0
 MK0354'FEET SOUTH OF THE CENTER OF THE ENTRANCE DOOR, 2.2 FEET ABOVE
 MK0354'THE TOP OF THE CONCRETE STEPS, 0.3 FOOT ABOVE THE TOP OF THE
 MK0354'SOUTH BANISTER OF THE STEPS, SET VERTICALLY IN THE WEST FACE
 MK0354'OF AND IN THE CENTER OF A LIMESTONE SECTION OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0618 ***********************************************************************
 MK0618  DESIGNATION -  W 232 RESET
 MK0618  PID         -  MK0618
 MK0618  STATE/COUNTY-  NE/DOUGLAS
 MK0618  COUNTRY     -  US
 MK0618  USGS QUAD   -  VALLEY (2017)
 MK0618
 MK0618                         *CURRENT SURVEY CONTROL
 MK0618  ______________________________________________________________________
 MK0618* NAD 83(1986) POSITION- 41 18 37.     (N) 096 16 25.     (W)   SCALED
 MK0618* NAVD 88 ORTHO HEIGHT -   344.80  (meters)     1131.2   (feet) RESET
 MK0618  ______________________________________________________________________
 MK0618  GEOID HEIGHT    -        -27.481 (meters)                     GEOID18
 MK0618  VERT ORDER      -  THIRD
 MK0618
 MK0618.The horizontal coordinates were scaled from a map and have
 MK0618.an estimated accuracy of +/- 6 seconds.
 MK0618
 MK0618.The orthometric height was computed from unverified reset data.
 MK0618
 MK0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0618.GEOID18 height accuracy estimate available here.
 MK0618
 MK0618.Click photographs - Photos may exist for this station.
 MK0618
 MK0618;                    North         East    Units  Estimated Accuracy
 MK0618;SPC NE       -   170,700.      811,840.      MT  (+/- 180 meters Scaled)
 MK0618
 MK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282767(NAD 83)
 MK0618
 MK0618                          SUPERSEDED SURVEY CONTROL
 MK0618
 MK0618  NGVD 29 (??/??/??)  344.67   (m)         1130.8    (f) RESET       3  
 MK0618
 MK0618.Superseded values are not recommended for survey control.
 MK0618
 MK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0618.See file dsdata.pdf to determine how the superseded data were derived.
 MK0618
 MK0618_MARKER: DB = BENCH MARK DISK
 MK0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0618_STAMPING: W 232 RESET 1950
 MK0618_MARK LOGO: CGS
 MK0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0618+STABILITY: SURFACE MOTION
 MK0618
 MK0618  HISTORY     - Date     Condition        Report By
 MK0618  HISTORY     - 1950     MONUMENTED       NEDR
 MK0618
 MK0618                          STATION DESCRIPTION
 MK0618
 MK0618'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 MK0618'0.7 MI NE FROM WATERLOO.
 MK0618'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 130 FROM THE UNION PACIFIC
 MK0618'RAILROAD STATION AT WATERLOO, THENCE 1.2 MILES NORTH ALONG THE
 MK0618'WATERLOO-ELK CITY ROAD, IN SEC. 34, T 16 N, R 10 E, 60 YARDS
 MK0618'NORTHWEST OF A FARMHOUSE, 84 FEET SOUTH OF A 48-INCH
 MK0618'CORRUGATED-METAL PIPE CULVERT AND 40 FEET EAST OF THE CENTERLINE
 MK0618'OF THE ROAD AT SURVEY STATION 59+01.  A STANDARD DISK, STAMPED
 MK0618'W 232 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0754 ***********************************************************************
 MJ0754  DESIGNATION -  W 234
 MJ0754  PID         -  MJ0754
 MJ0754  STATE/COUNTY-  NE/WASHINGTON
 MJ0754  COUNTRY     -  US
 MJ0754  USGS QUAD   -  LOVELAND (2018)
 MJ0754
 MJ0754                         *CURRENT SURVEY CONTROL
 MJ0754  ______________________________________________________________________
 MJ0754* NAD 83(1986) POSITION- 41 26 11.     (N) 095 57 51.     (W)   SCALED
 MJ0754* NAVD 88 ORTHO HEIGHT -   301.956 (meters)      990.67  (feet) ADJUSTED
 MJ0754  ______________________________________________________________________
 MJ0754  GEOID HEIGHT    -        -28.443 (meters)                     GEOID18
 MJ0754  DYNAMIC HEIGHT  -        301.816 (meters)      990.21  (feet) COMP
 MJ0754  MODELED GRAVITY -    980,152.3   (mgal)                       NAVD 88
 MJ0754
 MJ0754  VERT ORDER      -  SECOND    CLASS 0
 MJ0754
 MJ0754.The horizontal coordinates were scaled from a map and have
 MJ0754.an estimated accuracy of +/- 6 seconds.
 MJ0754
 MJ0754.The orthometric height was determined by differential leveling and
 MJ0754.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0754.in June 1991.
 MJ0754
 MJ0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0754.GEOID18 height accuracy estimate available here.
 MJ0754
 MJ0754.Click photographs - Photos may exist for this station.
 MJ0754
 MJ0754.The dynamic height is computed by dividing the NAVD 88
 MJ0754.geopotential number by the normal gravity value computed on the
 MJ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0754.degrees latitude (g = 980.6199 gals.).
 MJ0754
 MJ0754.The modeled gravity was interpolated from observed gravity values.
 MJ0754
 MJ0754;                    North         East    Units  Estimated Accuracy
 MJ0754;SPC NE       -   185,850.      837,070.      MT  (+/- 180 meters Scaled)
 MJ0754
 MJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523914(NAD 83)
 MJ0754
 MJ0754                          SUPERSEDED SURVEY CONTROL
 MJ0754
 MJ0754  NGVD 29 (??/??/92)  301.817  (m)          990.21   (f) ADJ UNCH    2 0
 MJ0754
 MJ0754.Superseded values are not recommended for survey control.
 MJ0754
 MJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0754.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0754
 MJ0754_MARKER: DB = BENCH MARK DISK
 MJ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0754_STAMPING: W 234 1947
 MJ0754_MARK LOGO: CGS
 MJ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0754+STABILITY: SURFACE MOTION
 MJ0754
 MJ0754  HISTORY     - Date     Condition        Report By
 MJ0754  HISTORY     - 1947     MONUMENTED       CGS
 MJ0754  HISTORY     - 1948     GOOD             CGS
 MJ0754
 MJ0754                          STATION DESCRIPTION
 MJ0754
 MJ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0754'4.7 MI E FROM FORT CALHOUN.
 MJ0754'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0754'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT ROAD,
 MJ0754'THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 MJ0754'SOUTH ALONG A GRADED DIRT ROAD TO A T ROAD JUNCTION AND THE SITE
 MJ0754'OF THE MARK.  THE MARK IS 44 FEET WEST OF AND LEVEL WITH THE CENTER
 MJ0754'LINE OF A NORTH-SOUTH ROAD, 15 FEET WEST OF A FENCE CORNER, 7.4
 MJ0754'FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 2
 MJ0754'FEET EAST OF A 4 X 4 MARKER POST, AND IN LINE WITH THE CENTER
 MJ0754'LINE OF A ROAD LEADING TO THE EAST.  A BRONZE DISK SET IN THE TOP
 MJ0754'OF A CONCRETE POST AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 MJ0754'THE GROUND.
 MJ0754
 MJ0754                          STATION RECOVERY (1948)
 MJ0754
 MJ0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MJ0754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0639 ***********************************************************************
 NM0639  DESIGNATION -  W 235
 NM0639  PID         -  NM0639
 NM0639  STATE/COUNTY-  NE/DAKOTA
 NM0639  COUNTRY     -  US
 NM0639  USGS QUAD   -  EMERSON (2017)
 NM0639
 NM0639                         *CURRENT SURVEY CONTROL
 NM0639  ______________________________________________________________________
 NM0639* NAD 83(1986) POSITION- 42 18 27.     (N) 096 41 36.     (W)   SCALED
 NM0639* NAVD 88 ORTHO HEIGHT -   412.482 (meters)     1353.28  (feet) ADJUSTED
 NM0639  ______________________________________________________________________
 NM0639  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 NM0639  DYNAMIC HEIGHT  -        412.343 (meters)     1352.83  (feet) COMP
 NM0639  MODELED GRAVITY -    980,272.2   (mgal)                       NAVD 88
 NM0639
 NM0639  VERT ORDER      -  FIRST     CLASS II
 NM0639
 NM0639.The horizontal coordinates were scaled from a map and have
 NM0639.an estimated accuracy of +/- 6 seconds.
 NM0639
 NM0639.The orthometric height was determined by differential leveling and
 NM0639.adjusted by the NATIONAL GEODETIC SURVEY
 NM0639.in June 1991.
 NM0639
 NM0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0639.GEOID18 height accuracy estimate available here.
 NM0639
 NM0639.Click photographs - Photos may exist for this station.
 NM0639
 NM0639.The dynamic height is computed by dividing the NAVD 88
 NM0639.geopotential number by the normal gravity value computed on the
 NM0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0639.degrees latitude (g = 980.6199 gals.).
 NM0639
 NM0639.The modeled gravity was interpolated from observed gravity values.
 NM0639
 NM0639;                    North         East    Units  Estimated Accuracy
 NM0639;SPC NE       -   279,920.      772,500.      MT  (+/- 180 meters Scaled)
 NM0639
 NM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM901864(NAD 83)
 NM0639
 NM0639                          SUPERSEDED SURVEY CONTROL
 NM0639
 NM0639  NGVD 29 (??/??/92)  412.312  (m)         1352.73   (f) ADJ UNCH    1 2
 NM0639
 NM0639.Superseded values are not recommended for survey control.
 NM0639
 NM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0639.See file dsdata.pdf to determine how the superseded data were derived.
 NM0639
 NM0639_MARKER: DB = BENCH MARK DISK
 NM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0639_STAMPING: W 235 1947
 NM0639_MARK LOGO: CGS
 NM0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0639+STABILITY: SURFACE MOTION
 NM0639
 NM0639  HISTORY     - Date     Condition        Report By
 NM0639  HISTORY     - 1947     MONUMENTED       CGS
 NM0639
 NM0639                          STATION DESCRIPTION
 NM0639
 NM0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0639'3.4 MI NE FROM EMERSON.
 NM0639'ABOUT 3.4 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL,
 NM0639'MINNEAPOLIS AND OMAHA RAILROAD FROM THE STATION AT EMERSON, ABOUT
 NM0639'7 RAILS SOUTH OF A ROAD CROSSING, ACROSS THE TRACK FROM THE FIRST
 NM0639'POLE SOUTH OF MILE POST 25-25, 33.3 FEET WEST OF AND ABOUT 1.0
 NM0639'FOOT HIGHER THAN THE CENTER LINE OF THE TRACK, 51.6 FEET EAST
 NM0639'OF THE CENTER LINE OF STATE HIGHWAY NO. 35, 1.0 FOOT SOUTH OF A
 NM0639'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0639'WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0640 ***********************************************************************
 NM0640  DESIGNATION -  W 235 RESET
 NM0640  PID         -  NM0640
 NM0640  STATE/COUNTY-  NE/DAKOTA
 NM0640  COUNTRY     -  US
 NM0640  USGS QUAD   -  EMERSON (2017)
 NM0640
 NM0640                         *CURRENT SURVEY CONTROL
 NM0640  ______________________________________________________________________
 NM0640* NAD 83(1986) POSITION- 42 18 27.     (N) 096 41 35.     (W)   SCALED
 NM0640* NAVD 88 ORTHO HEIGHT -   411.56  (meters)     1350.3   (feet) RESET
 NM0640  ______________________________________________________________________
 NM0640  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 NM0640  VERT ORDER      -  THIRD
 NM0640
 NM0640.The horizontal coordinates were scaled from a map and have
 NM0640.an estimated accuracy of +/- 6 seconds.
 NM0640
 NM0640.The orthometric height was computed from unverified reset data.
 NM0640
 NM0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0640.GEOID18 height accuracy estimate available here.
 NM0640
 NM0640.Click photographs - Photos may exist for this station.
 NM0640
 NM0640;                    North         East    Units  Estimated Accuracy
 NM0640;SPC NE       -   279,920.      772,530.      MT  (+/- 180 meters Scaled)
 NM0640
 NM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM901864(NAD 83)
 NM0640
 NM0640                          SUPERSEDED SURVEY CONTROL
 NM0640
 NM0640  NGVD 29 (??/??/??)  411.39   (m)         1349.7    (f) RESET       3  
 NM0640
 NM0640.Superseded values are not recommended for survey control.
 NM0640
 NM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0640.See file dsdata.pdf to determine how the superseded data were derived.
 NM0640
 NM0640_MARKER: DB = BENCH MARK DISK
 NM0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0640_STAMPING: W 235 RESET 1962
 NM0640_MARK LOGO: CGS
 NM0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0640+STABILITY: SURFACE MOTION
 NM0640
 NM0640  HISTORY     - Date     Condition        Report By
 NM0640  HISTORY     - 1962     MONUMENTED       CGS
 NM0640
 NM0640                          STATION DESCRIPTION
 NM0640
 NM0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NM0640'3.4 MI NE FROM EMERSON.
 NM0640'ABOUT 3.45 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL,
 NM0640'MINNEAPOLIS AND OMAHA RAILROAD FROM THE STATION AT EMERSON, 172
 NM0640'FEET EAST OF THE CENTERLINE OF HIGHWAY 35 AT STATION 508+00,
 NM0640'2 FEET WEST OF A FENCE LINE RUNNING NORTH, 6 FEET NORTH OF A
 NM0640'CORNER FENCE POST, 46 FEET EAST OF THE CENTER OF THE RAILROAD
 NM0640'TRACKS AND 44 FEET NORTH OF THE CENTER OF COUNTY ROAD RUNNING
 NM0640'EAST AND WEST, 1.0 FOOT SOUTH OF A 4 IN X 4 IN WHITE MARKER
 NM0640'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 NM0640'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0703 ***********************************************************************
 NM0703  DESIGNATION -  W 236
 NM0703  PID         -  NM0703
 NM0703  STATE/COUNTY-  NE/DAKOTA
 NM0703  COUNTRY     -  US
 NM0703  USGS QUAD   -  EMERSON SE (2017)
 NM0703
 NM0703                         *CURRENT SURVEY CONTROL
 NM0703  ______________________________________________________________________
 NM0703* NAD 83(1986) POSITION- 42 19 03.     (N) 096 31 54.     (W)   SCALED
 NM0703* NAVD 88 ORTHO HEIGHT -   371.122 (meters)     1217.59  (feet) ADJUSTED
 NM0703  ______________________________________________________________________
 NM0703  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 NM0703  DYNAMIC HEIGHT  -        371.000 (meters)     1217.19  (feet) COMP
 NM0703  MODELED GRAVITY -    980,281.7   (mgal)                       NAVD 88
 NM0703
 NM0703  VERT ORDER      -  SECOND    CLASS 0
 NM0703
 NM0703.The horizontal coordinates were scaled from a map and have
 NM0703.an estimated accuracy of +/- 6 seconds.
 NM0703
 NM0703.The orthometric height was determined by differential leveling and
 NM0703.adjusted by the NATIONAL GEODETIC SURVEY
 NM0703.in June 1991.
 NM0703
 NM0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0703.GEOID18 height accuracy estimate available here.
 NM0703
 NM0703.Click photographs - Photos may exist for this station.
 NM0703
 NM0703.The dynamic height is computed by dividing the NAVD 88
 NM0703.geopotential number by the normal gravity value computed on the
 NM0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0703.degrees latitude (g = 980.6199 gals.).
 NM0703
 NM0703.The modeled gravity was interpolated from observed gravity values.
 NM0703
 NM0703;                    North         East    Units  Estimated Accuracy
 NM0703;SPC NE       -   281,550.      785,780.      MT  (+/- 180 meters Scaled)
 NM0703
 NM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM034879(NAD 83)
 NM0703
 NM0703                          SUPERSEDED SURVEY CONTROL
 NM0703
 NM0703  NGVD 29 (??/??/92)  370.962  (m)         1217.06   (f) ADJ UNCH    2 0
 NM0703
 NM0703.Superseded values are not recommended for survey control.
 NM0703
 NM0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0703.See file dsdata.pdf to determine how the superseded data were derived.
 NM0703
 NM0703_MARKER: DB = BENCH MARK DISK
 NM0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0703_STAMPING: W 236 1947
 NM0703_MARK LOGO: CGS
 NM0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0703+STABILITY: SURFACE MOTION
 NM0703
 NM0703  HISTORY     - Date     Condition        Report By
 NM0703  HISTORY     - 1947     MONUMENTED       CGS
 NM0703
 NM0703                          STATION DESCRIPTION
 NM0703
 NM0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0703'3.1 MI W FROM HOMER.
 NM0703'TO REACH FROM THE POST OFFICE AT HOMER GO WEST 0.1 MILE ALONG
 NM0703'MAIN STREET, THENCE SOUTH 0.5 MILE ALONG A GRADED DIRT ROAD,
 NM0703'THENCE WEST 0.4 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 0.3
 NM0703'MILE ALONG A GRADED DIRT ROAD, THENCE WESTERLY 1.8 MILES ALONG A
 NM0703'GRADED DIRT ROAD TO SITE OF MARK.  BENCH MARK IS IN THE SOUTHWEST
 NM0703'CORNER OF A SCHOOL YARD, 52.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NM0703'OF THE SCHOOL HOUSE, 43.5 FEET NORTH OF AND ABOUT 4.0 FEET HIGHER
 NM0703'THAN THE CENTER LINE OF THE ROAD, 21.7 FEET EAST OF A 20-INCH ELM
 NM0703'TREE, 7.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE,
 NM0703'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0703'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0495 ***********************************************************************
 NM0495  DESIGNATION -  W 237
 NM0495  PID         -  NM0495
 NM0495  STATE/COUNTY-  NE/THURSTON
 NM0495  COUNTRY     -  US
 NM0495  USGS QUAD   -  ALBATON (2018)
 NM0495
 NM0495                         *CURRENT SURVEY CONTROL
 NM0495  ______________________________________________________________________
 NM0495* NAD 83(1986) POSITION- 42 08 51.     (N) 096 21 21.     (W)   SCALED
 NM0495* NAVD 88 ORTHO HEIGHT -   337.352 (meters)     1106.80  (feet) ADJUSTED
 NM0495  ______________________________________________________________________
 NM0495  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 NM0495  DYNAMIC HEIGHT  -        337.236 (meters)     1106.42  (feet) COMP
 NM0495  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 NM0495
 NM0495  VERT ORDER      -  SECOND    CLASS 0
 NM0495
 NM0495.The horizontal coordinates were scaled from a map and have
 NM0495.an estimated accuracy of +/- 6 seconds.
 NM0495
 NM0495.The orthometric height was determined by differential leveling and
 NM0495.adjusted by the NATIONAL GEODETIC SURVEY
 NM0495.in June 1991.
 NM0495
 NM0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0495.GEOID18 height accuracy estimate available here.
 NM0495
 NM0495.Click photographs - Photos may exist for this station.
 NM0495
 NM0495.The dynamic height is computed by dividing the NAVD 88
 NM0495.geopotential number by the normal gravity value computed on the
 NM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0495.degrees latitude (g = 980.6199 gals.).
 NM0495
 NM0495.The modeled gravity was interpolated from observed gravity values.
 NM0495
 NM0495;                    North         East    Units  Estimated Accuracy
 NM0495;SPC NE       -   263,280.      801,050.      MT  (+/- 180 meters Scaled)
 NM0495
 NM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM184695(NAD 83)
 NM0495
 NM0495                          SUPERSEDED SURVEY CONTROL
 NM0495
 NM0495  NGVD 29 (??/??/92)  337.202  (m)         1106.30   (f) ADJ UNCH    2 0
 NM0495
 NM0495.Superseded values are not recommended for survey control.
 NM0495
 NM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0495.See file dsdata.pdf to determine how the superseded data were derived.
 NM0495
 NM0495_MARKER: DB = BENCH MARK DISK
 NM0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0495_STAMPING: W 237 1947
 NM0495_MARK LOGO: CGS
 NM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0495+STABILITY: SURFACE MOTION
 NM0495
 NM0495  HISTORY     - Date     Condition        Report By
 NM0495  HISTORY     - 1947     MONUMENTED       CGS
 NM0495  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0495
 NM0495                          STATION DESCRIPTION
 NM0495
 NM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0495'7 MI E FROM WALTHILL.
 NM0495'7.0 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE AT
 NM0495'WALTHILL, 1.6 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY NO. 73,
 NM0495'AT THE JUNCTION WITH A NORTH-SOUTH DIRT ROAD, 74.2 FEET NORTH OF
 NM0495'THE CENTER OF A WOODEN BRIDGE, 24.0 FEET EAST OF THE CENTER
 NM0495'OF THE JUNCTION AND IN LINE WITH EXTENSION OF CENTER LINE OF
 NM0495'HIGHWAY, 4.0 FEET SOUTH OF A FENCE CORNER POST, 2.0 WEST OF A WIRE
 NM0495'FENCE, 2.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0495'TOP OF A CONCRETE POST.
 NM0495
 NM0495                          STATION RECOVERY (1969)
 NM0495
 NM0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0599 ***********************************************************************
 NM0599  DESIGNATION -  W 239
 NM0599  PID         -  NM0599
 NM0599  STATE/COUNTY-  NE/THURSTON
 NM0599  COUNTRY     -  US
 NM0599  USGS QUAD   -  THURSTON (2017)
 NM0599
 NM0599                         *CURRENT SURVEY CONTROL
 NM0599  ______________________________________________________________________
 NM0599* NAD 83(1986) POSITION- 42 09 08.     (N) 096 43 09.     (W)   SCALED
 NM0599* NAVD 88 ORTHO HEIGHT -   408.112 (meters)     1338.95  (feet) ADJUSTED
 NM0599  ______________________________________________________________________
 NM0599  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 NM0599  DYNAMIC HEIGHT  -        407.969 (meters)     1338.48  (feet) COMP
 NM0599  MODELED GRAVITY -    980,258.7   (mgal)                       NAVD 88
 NM0599
 NM0599  VERT ORDER      -  SECOND    CLASS 0
 NM0599
 NM0599.The horizontal coordinates were scaled from a map and have
 NM0599.an estimated accuracy of +/- 6 seconds.
 NM0599
 NM0599.The orthometric height was determined by differential leveling and
 NM0599.adjusted by the NATIONAL GEODETIC SURVEY
 NM0599.in June 1991.
 NM0599
 NM0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0599.GEOID18 height accuracy estimate available here.
 NM0599
 NM0599.Click photographs - Photos may exist for this station.
 NM0599
 NM0599.The dynamic height is computed by dividing the NAVD 88
 NM0599.geopotential number by the normal gravity value computed on the
 NM0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0599.degrees latitude (g = 980.6199 gals.).
 NM0599
 NM0599.The modeled gravity was interpolated from observed gravity values.
 NM0599
 NM0599;                    North         East    Units  Estimated Accuracy
 NM0599;SPC NE       -   262,600.      771,030.      MT  (+/- 180 meters Scaled)
 NM0599
 NM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM884691(NAD 83)
 NM0599
 NM0599                          SUPERSEDED SURVEY CONTROL
 NM0599
 NM0599  NGVD 29 (??/??/92)  407.957  (m)         1338.44   (f) ADJ UNCH    2 0
 NM0599
 NM0599.Superseded values are not recommended for survey control.
 NM0599
 NM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0599.See file dsdata.pdf to determine how the superseded data were derived.
 NM0599
 NM0599_MARKER: DB = BENCH MARK DISK
 NM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0599_STAMPING: W 239 1947
 NM0599_MARK LOGO: CGS
 NM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0599+STABILITY: SURFACE MOTION
 NM0599
 NM0599  HISTORY     - Date     Condition        Report By
 NM0599  HISTORY     - 1947     MONUMENTED       CGS
 NM0599
 NM0599                          STATION DESCRIPTION
 NM0599
 NM0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0599'2.1 MI S FROM THURSTON.
 NM0599'2.1 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0599'OMAHA RAILROAD FROM THE STATION AT THURSTON, 3.1 MILES NORTH
 NM0599'ALONG THE RAILROAD FROM THE STATION AT PENDER, ONE POLE SOUTH
 NM0599'OF MILEPOST 38-15, 41.5 FEET EAST OF THE EAST RAIL, 4.0 FEET
 NM0599'WEST OF A BARBED WIRE FENCE, 3.0 FEET NORTH OF A TELEGRAPH POLE,
 NM0599'2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0599'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0719 ***********************************************************************
 LH0719  DESIGNATION -  W 24
 LH0719  PID         -  LH0719
 LH0719  STATE/COUNTY-  NE/FURNAS
 LH0719  COUNTRY     -  US
 LH0719  USGS QUAD   -  ARAPAHOE (2017)
 LH0719
 LH0719                         *CURRENT SURVEY CONTROL
 LH0719  ______________________________________________________________________
 LH0719* NAD 83(1986) POSITION- 40 18 30.     (N) 099 53 49.     (W)   SCALED
 LH0719* NAVD 88 ORTHO HEIGHT -   666.054 (meters)     2185.21  (feet) ADJUSTED
 LH0719  ______________________________________________________________________
 LH0719  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 LH0719  DYNAMIC HEIGHT  -        665.630 (meters)     2183.82  (feet) COMP
 LH0719  MODELED GRAVITY -    979,967.5   (mgal)                       NAVD 88
 LH0719
 LH0719  VERT ORDER      -  FIRST     CLASS II
 LH0719
 LH0719.The horizontal coordinates were scaled from a map and have
 LH0719.an estimated accuracy of +/- 6 seconds.
 LH0719
 LH0719.The orthometric height was determined by differential leveling and
 LH0719.adjusted by the NATIONAL GEODETIC SURVEY
 LH0719.in June 1991.
 LH0719
 LH0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0719.GEOID18 height accuracy estimate available here.
 LH0719
 LH0719.Click photographs - Photos may exist for this station.
 LH0719
 LH0719.The dynamic height is computed by dividing the NAVD 88
 LH0719.geopotential number by the normal gravity value computed on the
 LH0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0719.degrees latitude (g = 980.6199 gals.).
 LH0719
 LH0719.The modeled gravity was interpolated from observed gravity values.
 LH0719
 LH0719;                    North         East    Units  Estimated Accuracy
 LH0719;SPC NE       -    52,750.      508,760.      MT  (+/- 180 meters Scaled)
 LH0719
 LH0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK237623(NAD 83)
 LH0719
 LH0719                          SUPERSEDED SURVEY CONTROL
 LH0719
 LH0719  NGVD 29 (02/14/92)  665.759  (m)         2184.24   (f) ADJUSTED    1 2
 LH0719  NGVD 29 (??/??/87)  665.759  (m)         2184.24   (f) SUPERSEDED  1 2
 LH0719
 LH0719.Superseded values are not recommended for survey control.
 LH0719
 LH0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0719.See file dsdata.pdf to determine how the superseded data were derived.
 LH0719
 LH0719_MARKER: DB = BENCH MARK DISK
 LH0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0719_STAMPING: W 24 1933
 LH0719_MARK LOGO: CGS
 LH0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0719+STABILITY: SURFACE MOTION
 LH0719
 LH0719  HISTORY     - Date     Condition        Report By
 LH0719  HISTORY     - 1933     MONUMENTED       CGS
 LH0719  HISTORY     - 1941     GOOD             CGS
 LH0719  HISTORY     - 1986     GOOD             NGS
 LH0719
 LH0719                          STATION DESCRIPTION
 LH0719
 LH0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0719'AT ARAPAHOE.
 LH0719'AT ARAPAHOE, AT THE SOUTHWEST CORNER OF THE HIGH SCHOOL YARD, 60
 LH0719'YARDS SOUTH OF THE SOUTHWEST CORNER OF THE HIGH SCHOOL BUILDING, 46
 LH0719'FEET EAST OF THE EAST CURB OF STATE HIGHWAY 21, AND 47 FEET
 LH0719'NORTH OF THE NORTH CURB OF AN EAST-AND-WEST STREET, 27 FEET
 LH0719'EAST OF A SIDEWALK, 34 FEET NORTH OF A CROSS WALK, 5 FEET WEST
 LH0719'OF AN ORNAMENTAL LAMP POST.  A STANDARD DISK, STAMPED W 24 1933 AND
 LH0719'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LH0719'GROUND.
 LH0719
 LH0719                          STATION RECOVERY (1986)
 LH0719
 LH0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0158 ***********************************************************************
 MK0158  DESIGNATION -  W 241
 MK0158  PID         -  MK0158
 MK0158  STATE/COUNTY-  NE/BURT
 MK0158  COUNTRY     -  US
 MK0158  USGS QUAD   -  TEKAMAH (2017)
 MK0158
 MK0158                         *CURRENT SURVEY CONTROL
 MK0158  ______________________________________________________________________
 MK0158* NAD 83(1986) POSITION- 41 49 44.     (N) 096 10 05.     (W)   SCALED
 MK0158* NAVD 88 ORTHO HEIGHT -   314.992 (meters)     1033.44  (feet) ADJUSTED
 MK0158  ______________________________________________________________________
 MK0158  GEOID HEIGHT    -        -27.287 (meters)                     GEOID18
 MK0158  DYNAMIC HEIGHT  -        314.870 (meters)     1033.04  (feet) COMP
 MK0158  MODELED GRAVITY -    980,229.2   (mgal)                       NAVD 88
 MK0158
 MK0158  VERT ORDER      -  SECOND    CLASS 0
 MK0158
 MK0158.The horizontal coordinates were scaled from a map and have
 MK0158.an estimated accuracy of +/- 6 seconds.
 MK0158
 MK0158.The orthometric height was determined by differential leveling and
 MK0158.adjusted by the NATIONAL GEODETIC SURVEY
 MK0158.in June 1991.
 MK0158
 MK0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0158.GEOID18 height accuracy estimate available here.
 MK0158
 MK0158.Click photographs - Photos may exist for this station.
 MK0158
 MK0158.The dynamic height is computed by dividing the NAVD 88
 MK0158.geopotential number by the normal gravity value computed on the
 MK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0158.degrees latitude (g = 980.6199 gals.).
 MK0158
 MK0158.The modeled gravity was interpolated from observed gravity values.
 MK0158
 MK0158;                    North         East    Units  Estimated Accuracy
 MK0158;SPC NE       -   228,610.      818,120.      MT  (+/- 180 meters Scaled)
 MK0158
 MK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM351346(NAD 83)
 MK0158
 MK0158                          SUPERSEDED SURVEY CONTROL
 MK0158
 MK0158  NGVD 29 (??/??/92)  314.850  (m)         1032.97   (f) ADJ UNCH    2 0
 MK0158
 MK0158.Superseded values are not recommended for survey control.
 MK0158
 MK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0158.See file dsdata.pdf to determine how the superseded data were derived.
 MK0158
 MK0158_MARKER: DB = BENCH MARK DISK
 MK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0158_STAMPING: W 241 1947
 MK0158_MARK LOGO: CGS
 MK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0158+STABILITY: SURFACE MOTION
 MK0158
 MK0158  HISTORY     - Date     Condition        Report By
 MK0158  HISTORY     - 1947     MONUMENTED       CGS
 MK0158  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0158
 MK0158                          STATION DESCRIPTION
 MK0158
 MK0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0158'7.6 MI NE FROM TEKAMAH.
 MK0158'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0158'TEKAMAH, THENCE 3.6 MILES NORTH AND 0.75 MILE WEST ALONG
 MK0158'GRAVEL ROADS, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 MK0158'42.0 FEET EAST OF A POINT IN LINE WITH THE CENTER OF THE ROAD
 MK0158'LEADING NORTH, 31.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 MK0158'ROAD, 7.5 FEET EAST OF POWER LINE POLE NO. B 175, 1.8 FOOT
 MK0158'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0158'BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0158
 MK0158                          STATION RECOVERY (1974)
 MK0158
 MK0158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0613 ***********************************************************************
 MK0613  DESIGNATION -  W 242
 MK0613  PID         -  MK0613
 MK0613  STATE/COUNTY-  NE/DOUGLAS
 MK0613  COUNTRY     -  US
 MK0613  USGS QUAD   -  VALLEY (2017)
 MK0613
 MK0613                         *CURRENT SURVEY CONTROL
 MK0613  ______________________________________________________________________
 MK0613* NAD 83(1986) POSITION- 41 21 52.     (N) 096 16 05.     (W)   SCALED
 MK0613* NAVD 88 ORTHO HEIGHT -   396.609 (meters)     1301.21  (feet) ADJUSTED
 MK0613  ______________________________________________________________________
 MK0613  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 MK0613  DYNAMIC HEIGHT  -        396.421 (meters)     1300.59  (feet) COMP
 MK0613  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 MK0613
 MK0613  VERT ORDER      -  SECOND    CLASS 0
 MK0613
 MK0613.The horizontal coordinates were scaled from a map and have
 MK0613.an estimated accuracy of +/- 6 seconds.
 MK0613
 MK0613.The orthometric height was determined by differential leveling and
 MK0613.adjusted by the NATIONAL GEODETIC SURVEY
 MK0613.in June 1991.
 MK0613
 MK0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0613.GEOID18 height accuracy estimate available here.
 MK0613
 MK0613.Click photographs - Photos may exist for this station.
 MK0613
 MK0613.The dynamic height is computed by dividing the NAVD 88
 MK0613.geopotential number by the normal gravity value computed on the
 MK0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0613.degrees latitude (g = 980.6199 gals.).
 MK0613
 MK0613.The modeled gravity was interpolated from observed gravity values.
 MK0613
 MK0613;                    North         East    Units  Estimated Accuracy
 MK0613;SPC NE       -   176,730.      812,050.      MT  (+/- 180 meters Scaled)
 MK0613
 MK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL285828(NAD 83)
 MK0613
 MK0613                          SUPERSEDED SURVEY CONTROL
 MK0613
 MK0613  NGVD 29 (??/??/92)  396.464  (m)         1300.73   (f) ADJ UNCH    2 0
 MK0613
 MK0613.Superseded values are not recommended for survey control.
 MK0613
 MK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0613.See file dsdata.pdf to determine how the superseded data were derived.
 MK0613
 MK0613_MARKER: DB = BENCH MARK DISK
 MK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0613_STAMPING: W 242 1947
 MK0613_MARK LOGO: CGS
 MK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0613+STABILITY: SURFACE MOTION
 MK0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0613+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2011
 MK0613
 MK0613  HISTORY     - Date     Condition        Report By
 MK0613  HISTORY     - 1947     MONUMENTED       CGS
 MK0613  HISTORY     - 1976     GOOD             LOCSUR
 MK0613  HISTORY     - 20110520 GOOD             INDIV
 MK0613
 MK0613                          STATION DESCRIPTION
 MK0613
 MK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0613'0.5 MI S FROM ELK CITY.
 MK0613'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC SCHOOL
 MK0613'AT ELK CITY, AT A POINT WHERE THE HIGHWAY TURNS EAST, 106.5
 MK0613'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 32.0 FEET WEST
 MK0613'OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH, 7.0 FEET NORTH
 MK0613'OF A POINT IN LINE WITH THE CENTER OF THE EAST-WEST SECTION
 MK0613'OF THE HIGHWAY, 5.0 FEET SOUTH OF A POWER LINE POLE, 1.5 FOOT
 MK0613'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 MK0613'SAME ELEVATION AS THE ROADS AND PROJECTING 0.1 FOOT.
 MK0613
 MK0613                          STATION RECOVERY (1976)
 MK0613
 MK0613'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0613'RECOVERED IN GOOD CONDITION.
 MK0613
 MK0613                          STATION RECOVERY (2011)
 MK0613
 MK0613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0149 ***********************************************************************
 MK0149  DESIGNATION -  W 243
 MK0149  PID         -  MK0149
 MK0149  STATE/COUNTY-  NE/BURT
 MK0149  COUNTRY     -  US
 MK0149  USGS QUAD   -  HERMAN (2017)
 MK0149
 MK0149                         *CURRENT SURVEY CONTROL
 MK0149  ______________________________________________________________________
 MK0149* NAD 83(1986) POSITION- 41 42 43.     (N) 096 08 08.     (W)   SCALED
 MK0149* NAVD 88 ORTHO HEIGHT -   311.633 (meters)     1022.42  (feet) ADJUSTED
 MK0149  ______________________________________________________________________
 MK0149  GEOID HEIGHT    -        -27.761 (meters)                     GEOID18
 MK0149  DYNAMIC HEIGHT  -        311.505 (meters)     1022.00  (feet) COMP
 MK0149  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 MK0149
 MK0149  VERT ORDER      -  SECOND    CLASS 0
 MK0149
 MK0149.The horizontal coordinates were scaled from a map and have
 MK0149.an estimated accuracy of +/- 6 seconds.
 MK0149
 MK0149.The orthometric height was determined by differential leveling and
 MK0149.adjusted by the NATIONAL GEODETIC SURVEY
 MK0149.in June 1991.
 MK0149
 MK0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0149.GEOID18 height accuracy estimate available here.
 MK0149
 MK0149.Click photographs - Photos may exist for this station.
 MK0149
 MK0149.The dynamic height is computed by dividing the NAVD 88
 MK0149.geopotential number by the normal gravity value computed on the
 MK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0149.degrees latitude (g = 980.6199 gals.).
 MK0149
 MK0149.The modeled gravity was interpolated from observed gravity values.
 MK0149
 MK0149;                    North         East    Units  Estimated Accuracy
 MK0149;SPC NE       -   215,760.      821,400.      MT  (+/- 180 meters Scaled)
 MK0149
 MK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM383217(NAD 83)
 MK0149
 MK0149                          SUPERSEDED SURVEY CONTROL
 MK0149
 MK0149  NGVD 29 (??/??/92)  311.492  (m)         1021.95   (f) ADJ UNCH    2 0
 MK0149
 MK0149.Superseded values are not recommended for survey control.
 MK0149
 MK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0149.See file dsdata.pdf to determine how the superseded data were derived.
 MK0149
 MK0149_MARKER: DB = BENCH MARK DISK
 MK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0149_STAMPING: W 243 1947
 MK0149_MARK LOGO: CGS
 MK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0149+STABILITY: SURFACE MOTION
 MK0149
 MK0149  HISTORY     - Date     Condition        Report By
 MK0149  HISTORY     - 1947     MONUMENTED       CGS
 MK0149  HISTORY     - 1974     GOOD             LOCSUR
 MK0149
 MK0149                          STATION DESCRIPTION
 MK0149
 MK0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0149'9 MI SE FROM TEKAMAH.
 MK0149'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0149'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH,
 MK0149'0.5 MILE EAST AND 2.0 MILES SOUTH ALONG GRAVEL ROADS, IN THE
 MK0149'SOUTHEAST ANGLE OF THE CROSSING OF A PRIVATE ROAD, 48.0 FEET
 MK0149'SOUTH OF THE CENTER OF THE PRIVATE ROAD, 34.0 FEET SOUTH OF A
 MK0149'GUY WIRE BRACED POWER LINE TRANSFORMER POLE, 32.5 FEET SOUTH OF
 MK0149'A FENCE CORNER POST, 31.0 FEET EAST OF THE CENTER OF THE MAIN
 MK0149'ROAD, 1.5 FOOT SOUTH OF A REFERENCE POST, 1.2 FOOT EAST OF THE
 MK0149'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0149'BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0149
 MK0149                          STATION RECOVERY (1974)
 MK0149
 MK0149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0139 ***********************************************************************
 MK0139  DESIGNATION -  W 244
 MK0139  PID         -  MK0139
 MK0139  STATE/COUNTY-  NE/WASHINGTON
 MK0139  COUNTRY     -  US
 MK0139  USGS QUAD   -  HERMAN (2017)
 MK0139
 MK0139                         *CURRENT SURVEY CONTROL
 MK0139  ______________________________________________________________________
 MK0139* NAD 83(1986) POSITION- 41 37 31.     (N) 096 08 06.     (W)   SCALED
 MK0139* NAVD 88 ORTHO HEIGHT -   309.543 (meters)     1015.56  (feet) ADJUSTED
 MK0139  ______________________________________________________________________
 MK0139  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 MK0139  DYNAMIC HEIGHT  -        309.409 (meters)     1015.12  (feet) COMP
 MK0139  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 MK0139
 MK0139  VERT ORDER      -  SECOND    CLASS 0
 MK0139
 MK0139.The horizontal coordinates were scaled from a map and have
 MK0139.an estimated accuracy of +/- 6 seconds.
 MK0139
 MK0139.The orthometric height was determined by differential leveling and
 MK0139.adjusted by the NATIONAL GEODETIC SURVEY
 MK0139.in June 1991.
 MK0139
 MK0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0139.GEOID18 height accuracy estimate available here.
 MK0139
 MK0139.Click photographs - Photos may exist for this station.
 MK0139
 MK0139.The dynamic height is computed by dividing the NAVD 88
 MK0139.geopotential number by the normal gravity value computed on the
 MK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0139.degrees latitude (g = 980.6199 gals.).
 MK0139
 MK0139.The modeled gravity was interpolated from observed gravity values.
 MK0139
 MK0139;                    North         East    Units  Estimated Accuracy
 MK0139;SPC NE       -   206,150.      821,870.      MT  (+/- 180 meters Scaled)
 MK0139
 MK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM386121(NAD 83)
 MK0139
 MK0139                          SUPERSEDED SURVEY CONTROL
 MK0139
 MK0139  NGVD 29 (??/??/92)  309.402  (m)         1015.10   (f) ADJ UNCH    2 0
 MK0139
 MK0139.Superseded values are not recommended for survey control.
 MK0139
 MK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0139.See file dsdata.pdf to determine how the superseded data were derived.
 MK0139
 MK0139_MARKER: DB = BENCH MARK DISK
 MK0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0139_STAMPING: W 244 1947
 MK0139_MARK LOGO: CGS
 MK0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0139+STABILITY: SURFACE MOTION
 MK0139
 MK0139  HISTORY     - Date     Condition        Report By
 MK0139  HISTORY     - 1947     MONUMENTED       CGS
 MK0139
 MK0139                          STATION DESCRIPTION
 MK0139
 MK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0139'7.1 MI SE FROM HERMAN.
 MK0139'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0139'AT HERMAN, THENCE 3.2 MILES EAST, 1.5 MILE SOUTH, 0.5 MILE EAST
 MK0139'AND 1.0 MILE SOUTH ALONG A GRAVEL ROAD, IN THE FRONT YARD OF A
 MK0139'SCHOOL HOUSE, 141.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MK0139'ROAD, 66.3 FEET SOUTH OF THE SOUTHWEST CORNER OF AND IN LINE WITH
 MK0139'THE WEST WALL OF THE SCHOOL BUILDING, 50.7 FEET SOUTH OF THE
 MK0139'SOUTHWEST CORNER OF THE CONCRETE PORCH FLOOR AT THE ENTRANCE
 MK0139'TO THE BUILDING, 46.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MK0139'ROAD, 23.5 FEET EAST OF A POWER LINE POLE, 7.5 FEET SOUTH OF A
 MK0139'2 1/2-FOOT BOXELDER TREE AND 7.2 FEET NORTH OF A 2-FOOT BOXELDER
 MK0139'TREE, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0139'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1
 MK0139'FOOT.  THIS BENCH MARK IS ALSO 0.3 MILE EAST ALONG U.S. HIGHWAY
 MK0139'NO. 30 AND 6.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE UNION
 MK0139'RAILROAD STATION AT BLAIR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0377 ***********************************************************************
 MK0377  DESIGNATION -  W 245
 MK0377  PID         -  MK0377
 MK0377  STATE/COUNTY-  NE/BURT
 MK0377  COUNTRY     -  US
 MK0377  USGS QUAD   -  NICKERSON NE (2017)
 MK0377
 MK0377                         *CURRENT SURVEY CONTROL
 MK0377  ______________________________________________________________________
 MK0377* NAD 83(1986) POSITION- 41 43 36.     (N) 096 22 00.     (W)   SCALED
 MK0377* NAVD 88 ORTHO HEIGHT -   385.949 (meters)     1266.23  (feet) ADJUSTED
 MK0377  ______________________________________________________________________
 MK0377  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 MK0377  DYNAMIC HEIGHT  -        385.800 (meters)     1265.75  (feet) COMP
 MK0377  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 MK0377
 MK0377  VERT ORDER      -  SECOND    CLASS 0
 MK0377
 MK0377.The horizontal coordinates were scaled from a map and have
 MK0377.an estimated accuracy of +/- 6 seconds.
 MK0377
 MK0377.The orthometric height was determined by differential leveling and
 MK0377.adjusted by the NATIONAL GEODETIC SURVEY
 MK0377.in June 1991.
 MK0377
 MK0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0377.GEOID18 height accuracy estimate available here.
 MK0377
 MK0377.Click photographs - Photos may exist for this station.
 MK0377
 MK0377.The dynamic height is computed by dividing the NAVD 88
 MK0377.geopotential number by the normal gravity value computed on the
 MK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0377.degrees latitude (g = 980.6199 gals.).
 MK0377
 MK0377.The modeled gravity was interpolated from observed gravity values.
 MK0377
 MK0377;                    North         East    Units  Estimated Accuracy
 MK0377;SPC NE       -   216,560.      802,120.      MT  (+/- 180 meters Scaled)
 MK0377
 MK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM190227(NAD 83)
 MK0377
 MK0377                          SUPERSEDED SURVEY CONTROL
 MK0377
 MK0377  NGVD 29 (??/??/92)  385.810  (m)         1265.78   (f) ADJ UNCH    2 0
 MK0377
 MK0377.Superseded values are not recommended for survey control.
 MK0377
 MK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0377.See file dsdata.pdf to determine how the superseded data were derived.
 MK0377
 MK0377_MARKER: DB = BENCH MARK DISK
 MK0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0377_STAMPING: W 245 1947
 MK0377_MARK LOGO: CGS
 MK0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0377+STABILITY: SURFACE MOTION
 MK0377
 MK0377  HISTORY     - Date     Condition        Report By
 MK0377  HISTORY     - 1947     MONUMENTED       CGS
 MK0377  HISTORY     - 1983     MARK NOT FOUND   NEDR
 MK0377
 MK0377                          STATION DESCRIPTION
 MK0377
 MK0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0377'4.2 MI S FROM CRAIG.
 MK0377'0.15 MILE WEST AND 4.1 MILES SOUTH ALONG GRAVEL ROADS FROM THE
 MK0377'HIGH SCHOOL AT CRAIG, IN THE SOUTHESAT ANGLE OF A CROSS ROAD,
 MK0377'0.1 MILE SOUTH OF A STEEL BRIDGE OVER A CREEK, 59.0 FEET SOUTH
 MK0377'OF THE CENTER OF THE EAST-WEST ROAD, 48.0 FEET EAST OF THE
 MK0377'CENTER OF THE NORTH-SOUTH ROAD, 36.0 FEET NORTH NORTHEAST OF A
 MK0377'TELEPHONE POLE, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A
 MK0377'CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 MK0377
 MK0377                          STATION RECOVERY (1983)
 MK0377
 MK0377'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 MK0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0413 ***********************************************************************
 MK0413  DESIGNATION -  W 246
 MK0413  PID         -  MK0413
 MK0413  STATE/COUNTY-  NE/WASHINGTON
 MK0413  COUNTRY     -  US
 MK0413  USGS QUAD   -  BLAIR (2017)
 MK0413
 MK0413                         *CURRENT SURVEY CONTROL
 MK0413  ______________________________________________________________________
 MK0413* NAD 83(1986) POSITION- 41 32 29.     (N) 096 09 41.     (W)   SCALED
 MK0413* NAVD 88 ORTHO HEIGHT -   347.971 (meters)     1141.63  (feet) ADJUSTED
 MK0413  ______________________________________________________________________
 MK0413  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 MK0413  DYNAMIC HEIGHT  -        347.811 (meters)     1141.11  (feet) COMP
 MK0413  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 MK0413
 MK0413  VERT ORDER      -  SECOND    CLASS 0
 MK0413
 MK0413.The horizontal coordinates were scaled from a map and have
 MK0413.an estimated accuracy of +/- 6 seconds.
 MK0413
 MK0413.The orthometric height was determined by differential leveling and
 MK0413.adjusted by the NATIONAL GEODETIC SURVEY
 MK0413.in June 1991.
 MK0413
 MK0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0413.GEOID18 height accuracy estimate available here.
 MK0413
 MK0413.Click photographs - Photos may exist for this station.
 MK0413
 MK0413.The dynamic height is computed by dividing the NAVD 88
 MK0413.geopotential number by the normal gravity value computed on the
 MK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0413.degrees latitude (g = 980.6199 gals.).
 MK0413
 MK0413.The modeled gravity was interpolated from observed gravity values.
 MK0413
 MK0413;                    North         East    Units  Estimated Accuracy
 MK0413;SPC NE       -   196,740.      820,090.      MT  (+/- 180 meters Scaled)
 MK0413
 MK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM367027(NAD 83)
 MK0413
 MK0413                          SUPERSEDED SURVEY CONTROL
 MK0413
 MK0413  NGVD 29 (??/??/92)  347.825  (m)         1141.16   (f) ADJ UNCH    2 0
 MK0413
 MK0413.Superseded values are not recommended for survey control.
 MK0413
 MK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0413.See file dsdata.pdf to determine how the superseded data were derived.
 MK0413
 MK0413_MARKER: DB = BENCH MARK DISK
 MK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0413_STAMPING: W 246 1947
 MK0413_MARK LOGO: CGS
 MK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0413+STABILITY: SURFACE MOTION
 MK0413
 MK0413  HISTORY     - Date     Condition        Report By
 MK0413  HISTORY     - 1947     MONUMENTED       CGS
 MK0413  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MK0413
 MK0413                          STATION DESCRIPTION
 MK0413
 MK0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0413'1.6 MI W FROM BLAIR.
 MK0413'1.65 MILE WEST ALONG STATE HIGHWAY NO. 91 FROM THE UNION STATION
 MK0413'AT BLAIR, 0.3 MILE WEST OF THE CROSSING OF THE CHICAGO AND NORTH
 MK0413'WESTERN RAILWAY, 80.0 FEET WEST OF THE CENTER OF A PRIVATE
 MK0413'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 38.0 FEET NORTH OF THE
 MK0413'CENTER OF THE HIGHWAY, 20.0 FEET EAST OF A POINT IN LINE WITH THE
 MK0413'CENTER OF A PRIVATE DRIVE-WAY LEADING SOUTH TO A FARM HOUSE, 8.0
 MK0413'FEET NORTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A REFERENCE
 MK0413'POST, 0.5 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A
 MK0413'CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1
 MK0413'FOOT.
 MK0413
 MK0413                          STATION RECOVERY (1985)
 MK0413
 MK0413'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MK0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0414 ***********************************************************************
 MK0414  DESIGNATION -  W 246 RESET
 MK0414  PID         -  MK0414
 MK0414  STATE/COUNTY-  NE/WASHINGTON
 MK0414  COUNTRY     -  US
 MK0414  USGS QUAD   -  BLAIR (2017)
 MK0414
 MK0414                         *CURRENT SURVEY CONTROL
 MK0414  ______________________________________________________________________
 MK0414* NAD 83(1986) POSITION- 41 32 29.     (N) 096 09 41.     (W)   SCALED
 MK0414* NAVD 88 ORTHO HEIGHT -   348.67  (meters)     1143.9   (feet) RESET
 MK0414  ______________________________________________________________________
 MK0414  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 MK0414  VERT ORDER      -  THIRD
 MK0414
 MK0414.The horizontal coordinates were scaled from a map and have
 MK0414.an estimated accuracy of +/- 6 seconds.
 MK0414
 MK0414.The orthometric height was computed from unverified reset data.
 MK0414
 MK0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0414.GEOID18 height accuracy estimate available here.
 MK0414
 MK0414.Click photographs - Photos may exist for this station.
 MK0414
 MK0414;                    North         East    Units  Estimated Accuracy
 MK0414;SPC NE       -   196,740.      820,090.      MT  (+/- 180 meters Scaled)
 MK0414
 MK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM367027(NAD 83)
 MK0414
 MK0414                          SUPERSEDED SURVEY CONTROL
 MK0414
 MK0414  NGVD 29 (??/??/??)  348.52   (m)         1143.4    (f) RESET       3  
 MK0414
 MK0414.Superseded values are not recommended for survey control.
 MK0414
 MK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0414.See file dsdata.pdf to determine how the superseded data were derived.
 MK0414
 MK0414_MARKER: DB = BENCH MARK DISK
 MK0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0414_STAMPING: W 246 RESET 1955
 MK0414_MARK LOGO: CGS
 MK0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0414+STABILITY: SURFACE MOTION
 MK0414
 MK0414  HISTORY     - Date     Condition        Report By
 MK0414  HISTORY     - 1955     MONUMENTED       NEDR
 MK0414  HISTORY     - 1969     MARK NOT FOUND   USGS
 MK0414
 MK0414                          STATION DESCRIPTION
 MK0414
 MK0414'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0414'1.6 MI W FROM BLAIR.
 MK0414'1.6 MILES WEST ALONG STATE HIGHWAY 91 FROM THE UNION STATION AT
 MK0414'BLAIR, WASHINGTON COUNTY, 0.3 MILE WEST OF THE CHICAGO AND NORTH
 MK0414'WESTERN RAILWAY CROSSING, 92 FEET WEST OF A PRIVATE DRIVEWAY
 MK0414'LEADING NORTH TO A FARMHOUSE, 8 FEET EAST OF THE CENTERLINE OF A
 MK0414'PRIVATE DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 49.5 FEET NORTH
 MK0414'OF THE HIGHWAY, 2.0 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 MK0414'5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 246
 MK0414'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 MK0414'FOOT ABOVE GROUND.
 MK0414
 MK0414                          STATION RECOVERY (1969)
 MK0414
 MK0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MK0414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0400 ***********************************************************************
 MK0400  DESIGNATION -  W 247
 MK0400  PID         -  MK0400
 MK0400  STATE/COUNTY-  NE/DODGE
 MK0400  COUNTRY     -  US
 MK0400  USGS QUAD   -  NICKERSON NW (2017)
 MK0400
 MK0400                         *CURRENT SURVEY CONTROL
 MK0400  ______________________________________________________________________
 MK0400* NAD 83(1986) POSITION- 41 40 08.     (N) 096 28 20.     (W)   SCALED
 MK0400* NAVD 88 ORTHO HEIGHT -   387.634 (meters)     1271.76  (feet) ADJUSTED
 MK0400  ______________________________________________________________________
 MK0400  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 MK0400  DYNAMIC HEIGHT  -        387.482 (meters)     1271.26  (feet) COMP
 MK0400  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 MK0400
 MK0400  VERT ORDER      -  SECOND    CLASS 0
 MK0400
 MK0400.The horizontal coordinates were scaled from a map and have
 MK0400.an estimated accuracy of +/- 6 seconds.
 MK0400
 MK0400.The orthometric height was determined by differential leveling and
 MK0400.adjusted by the NATIONAL GEODETIC SURVEY
 MK0400.in June 1991.
 MK0400
 MK0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0400.GEOID18 height accuracy estimate available here.
 MK0400
 MK0400.Click photographs - Photos may exist for this station.
 MK0400
 MK0400.The dynamic height is computed by dividing the NAVD 88
 MK0400.geopotential number by the normal gravity value computed on the
 MK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0400.degrees latitude (g = 980.6199 gals.).
 MK0400
 MK0400.The modeled gravity was interpolated from observed gravity values.
 MK0400
 MK0400;                    North         East    Units  Estimated Accuracy
 MK0400;SPC NE       -   209,780.      793,610.      MT  (+/- 180 meters Scaled)
 MK0400
 MK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM104161(NAD 83)
 MK0400
 MK0400                          SUPERSEDED SURVEY CONTROL
 MK0400
 MK0400  NGVD 29 (??/??/92)  387.500  (m)         1271.32   (f) ADJ UNCH    2 0
 MK0400
 MK0400.Superseded values are not recommended for survey control.
 MK0400
 MK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0400.See file dsdata.pdf to determine how the superseded data were derived.
 MK0400
 MK0400_MARKER: DB = BENCH MARK DISK
 MK0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0400_STAMPING: W 247 1947
 MK0400_MARK LOGO: CGS
 MK0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0400+STABILITY: SURFACE MOTION
 MK0400
 MK0400  HISTORY     - Date     Condition        Report By
 MK0400  HISTORY     - 1947     MONUMENTED       CGS
 MK0400
 MK0400                          STATION DESCRIPTION
 MK0400
 MK0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0400'7.6 MI NE FROM WINSLOW.
 MK0400'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0400'FROM THE STATION AT WINSLOW, THENCE 3.25 MILES EAST ALONG A
 MK0400'GRAVEL ROAD, AT THE NORTHEAST CORNER OF THE DISTRICT 54 SCHOOL
 MK0400'YARD, 157.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 MK0400'ENTRANCE ANNEX TO THE SCHOOL BUILDING, 34.0 FEET SOUTH OF THE
 MK0400'CENTER OF THE ROAD, 10.4 FEET SOUTHWEST OF AN IRON PIPE FENCE
 MK0400'CORNER POST WHICH IS AT THE NORTHEAST CORNER OF THE SCHOOL
 MK0400'YARD, 6.2 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE, 5.4 FEET
 MK0400'WEST OF POWER LINE POLE NO. O87 N36, 1.8 FOOT WEST OF A REFERENCE
 MK0400'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0400'ROAD AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0460 ***********************************************************************
 NM0460  DESIGNATION -  W 248
 NM0460  PID         -  NM0460
 NM0460  STATE/COUNTY-  NE/BURT
 NM0460  COUNTRY     -  US
 NM0460  USGS QUAD   -  MACY (2017)
 NM0460
 NM0460                         *CURRENT SURVEY CONTROL
 NM0460  ______________________________________________________________________
 NM0460* NAD 83(1986) POSITION- 42 02 32.     (N) 096 17 04.     (W)   SCALED
 NM0460* NAVD 88 ORTHO HEIGHT -   403.855 (meters)     1324.98  (feet) ADJUSTED
 NM0460  ______________________________________________________________________
 NM0460  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 NM0460  DYNAMIC HEIGHT  -        403.714 (meters)     1324.52  (feet) COMP
 NM0460  MODELED GRAVITY -    980,259.9   (mgal)                       NAVD 88
 NM0460
 NM0460  VERT ORDER      -  SECOND    CLASS 0
 NM0460
 NM0460.The horizontal coordinates were scaled from a map and have
 NM0460.an estimated accuracy of +/- 6 seconds.
 NM0460
 NM0460.The orthometric height was determined by differential leveling and
 NM0460.adjusted by the NATIONAL GEODETIC SURVEY
 NM0460.in June 1991.
 NM0460
 NM0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0460.GEOID18 height accuracy estimate available here.
 NM0460
 NM0460.Click photographs - Photos may exist for this station.
 NM0460
 NM0460.The dynamic height is computed by dividing the NAVD 88
 NM0460.geopotential number by the normal gravity value computed on the
 NM0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0460.degrees latitude (g = 980.6199 gals.).
 NM0460
 NM0460.The modeled gravity was interpolated from observed gravity values.
 NM0460
 NM0460;                    North         East    Units  Estimated Accuracy
 NM0460;SPC NE       -   251,850.      807,450.      MT  (+/- 180 meters Scaled)
 NM0460
 NM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM247580(NAD 83)
 NM0460
 NM0460                          SUPERSEDED SURVEY CONTROL
 NM0460
 NM0460  NGVD 29 (??/??/92)  403.710  (m)         1324.51   (f) ADJ UNCH    2 0
 NM0460
 NM0460.Superseded values are not recommended for survey control.
 NM0460
 NM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0460.See file dsdata.pdf to determine how the superseded data were derived.
 NM0460
 NM0460_MARKER: DB = BENCH MARK DISK
 NM0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0460_STAMPING: W 248 1947
 NM0460_MARK LOGO: CGS
 NM0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0460+STABILITY: SURFACE MOTION
 NM0460
 NM0460  HISTORY     - Date     Condition        Report By
 NM0460  HISTORY     - 1947     MONUMENTED       CGS
 NM0460  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0460
 NM0460                          STATION DESCRIPTION
 NM0460
 NM0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0460'3.3 MI NW FROM DECATUR.
 NM0460'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0460'DECATUR, THENCE NORTHWEST 3.2 MILES ALONG U.S. HIGHWAY NO. 73 E,
 NM0460'300.0 FEET SOUTHEAST OF THE TOP OF A HILL, 50.0 FEET NORTHEAST OF
 NM0460'THE CENTER OF THE HIGHWAY, 42.5 FEET EAST OF A MAIL BOX, 14.0
 NM0460'FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 2.0 FEET SOUTHWEST
 NM0460'OF A BARBED WIRE FENCE, 2.0 FEET NORTHWEST OF A 4 IN X 4 IN
 NM0460'MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NM0460'FOOT ABOVE GROUND.  NOTE-- 1961 REPORT - MARK WILL BE ABOUT 15
 NM0460'FEET SOUTHWEST OF A FENCE AND 1 FOOT SOUTHEAST OF A NEW WITNESS
 NM0460'POST SIGN.
 NM0460
 NM0460                          STATION RECOVERY (1965)
 NM0460
 NM0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0037 ***********************************************************************
 LH0037  DESIGNATION -  W 249
 LH0037  PID         -  LH0037
 LH0037  STATE/COUNTY-  NE/HALL
 LH0037  COUNTRY     -  US
 LH0037  USGS QUAD   -  TRUMBULL (2017)
 LH0037
 LH0037                         *CURRENT SURVEY CONTROL
 LH0037  ______________________________________________________________________
 LH0037* NAD 83(1986) POSITION- 40 44 29.11   (N) 098 22 06.69   (W)   HD_HELD1
 LH0037* NAVD 88 ORTHO HEIGHT -   593.948 (meters)     1948.64  (feet) ADJUSTED
 LH0037  ______________________________________________________________________
 LH0037  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 LH0037  DYNAMIC HEIGHT  -        593.626 (meters)     1947.59  (feet) COMP
 LH0037  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 LH0037
 LH0037  VERT ORDER      -  FIRST     CLASS II
 LH0037
 LH0037.The horizontal coordinates were determined by differentially corrected
 LH0037.hand held GPS observations or other comparable positioning techniques
 LH0037.and have an estimated accuracy of +/- 3 meters.
 LH0037
 LH0037.The orthometric height was determined by differential leveling and
 LH0037.adjusted by the NATIONAL GEODETIC SURVEY
 LH0037.in June 1991.
 LH0037
 LH0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0037.GEOID18 height accuracy estimate available here.
 LH0037
 LH0037.Click photographs - Photos may exist for this station.
 LH0037
 LH0037.The dynamic height is computed by dividing the NAVD 88
 LH0037.geopotential number by the normal gravity value computed on the
 LH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0037.degrees latitude (g = 980.6199 gals.).
 LH0037
 LH0037.The modeled gravity was interpolated from observed gravity values.
 LH0037
 LH0037;                    North         East    Units  Estimated Accuracy
 LH0037;SPC NE       -   102,123.0     637,756.4     MT  (+/- 3 meters HH1 GPS) 
 LH0037
 LH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5331510244(NAD 83)
 LH0037
 LH0037                          SUPERSEDED SURVEY CONTROL
 LH0037
 LH0037  NGVD 29 (??/??/92)  593.711  (m)         1947.87   (f) ADJ UNCH    1 2
 LH0037
 LH0037.Superseded values are not recommended for survey control.
 LH0037
 LH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0037.See file dsdata.pdf to determine how the superseded data were derived.
 LH0037
 LH0037_MARKER: DB = BENCH MARK DISK
 LH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0037_STAMPING: W 249 1947
 LH0037_MARK LOGO: CGS
 LH0037_PROJECTION: FLUSH
 LH0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0037+STABILITY: SURFACE MOTION
 LH0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0037+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 LH0037
 LH0037  HISTORY     - Date     Condition        Report By
 LH0037  HISTORY     - 1947     MONUMENTED       CGS
 LH0037  HISTORY     - 19910926 GOOD             NGS
 LH0037  HISTORY     - 20200630 GOOD             NE-079
 LH0037
 LH0037                          STATION DESCRIPTION
 LH0037
 LH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0037'2 MI N FROM DONIPHAN.
 LH0037'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0037'AT DONIPHAN, AT A ROAD CROSSING, 192.0 FEET SOUTH OF THE CENTER
 LH0037'LINE OF THE ROAD, 165.0 FEET SOUTH OF A FENCE CORNER, 46.3 FEET
 LH0037'EAST OF THE EAST RAIL, 19.8 FEET NORTHEAST OF THE SIXTH POLE
 LH0037'NORTH OF MILEPOST 238, 3.1 FEET NORTH OF A REFERENCE POST, 1.0
 LH0037'FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LH0037'PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0037
 LH0037                          STATION RECOVERY (1991)
 LH0037
 LH0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0037'22.5 KM (14.00 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM ITS
 LH0037'JUNCTION WITH THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM
 LH0037'(0.50 MI) EASTERLY ALONG A GRAVELED ROAD, 60.5 M (198.5 FT) SOUTH OF
 LH0037'AND LEVEL WITH THE ROAD CENTER, 50.4 M (165.4 FT) SOUTH OF A FENCE
 LH0037'CORNER, 0.3 M (1.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 LH0037'WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 LH0037'GROUND SURFACE.
 LH0037
 LH0037                          STATION RECOVERY (2020)
 LH0037
 LH0037'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0037'FOUND MONUMENT IN GOOD CONDITION, 0.5 MI (0.8 KM) EAST OF HIGHWAY 281,
 LH0037'198.5 FT (60.5 M) SOUTH OF THE CENTER OF LEPIN ROAD, 165.4 FT (50.4 M)
 LH0037'SOUTH OF A CORNER FENCE POST, 1.0 FT (0.3 M) WEST OF A FENCE LINE, 0.8
 LH0037'FT (24 CM) NORTH OF AN ORANGE WITNESS POST AND THE MONUMENT IS FLUSH
 LH0037'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0048 ***********************************************************************
 LJ0048  DESIGNATION -  W 25
 LJ0048  PID         -  LJ0048
 LJ0048  STATE/COUNTY-  NE/RED WILLOW
 LJ0048  COUNTRY     -  US
 LJ0048  USGS QUAD   -  INDIANOLA (2017)
 LJ0048
 LJ0048                         *CURRENT SURVEY CONTROL
 LJ0048  ______________________________________________________________________
 LJ0048* NAD 83(1995) POSITION- 40 13 29.22114(N) 100 29 50.66963(W)   ADJUSTED
 LJ0048* NAD 83(1995) ELLIP HT-   710.731 (meters)        (06/27/02)   ADJUSTED
 LJ0048* NAVD 88 ORTHO HEIGHT -   734.817 (meters)     2410.81  (feet) ADJUSTED
 LJ0048  ______________________________________________________________________
 LJ0048  GEOID HEIGHT    -        -24.084 (meters)                     GEOID18
 LJ0048  NAD 83(1995) X  -   -888,576.584 (meters)                     COMP
 LJ0048  NAD 83(1995) Y  - -4,795,540.839 (meters)                     COMP
 LJ0048  NAD 83(1995) Z  -  4,097,532.933 (meters)                     COMP
 LJ0048  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 LJ0048  DYNAMIC HEIGHT  -        734.334 (meters)     2409.23  (feet) COMP
 LJ0048  MODELED GRAVITY -    979,944.0   (mgal)                       NAVD 88
 LJ0048
 LJ0048  HORZ ORDER      -  FIRST
 LJ0048  VERT ORDER      -  FIRST     CLASS II
 LJ0048  ELLP ORDER      -  FOURTH    CLASS I
 LJ0048
 LJ0048.The horizontal coordinates were established by GPS observations
 LJ0048.and adjusted by the National Geodetic Survey in August 1997.
 LJ0048
 LJ0048.The orthometric height was determined by differential leveling and
 LJ0048.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0048.in June 1991.
 LJ0048
 LJ0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0048.GEOID18 height accuracy estimate available here.
 LJ0048
 LJ0048.Click photographs - Photos may exist for this station.
 LJ0048
 LJ0048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0048
 LJ0048.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0048
 LJ0048.The ellipsoidal height was determined by GPS observations
 LJ0048.and is referenced to NAD 83.
 LJ0048
 LJ0048.The dynamic height is computed by dividing the NAVD 88
 LJ0048.geopotential number by the normal gravity value computed on the
 LJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0048.degrees latitude (g = 980.6199 gals.).
 LJ0048
 LJ0048.The modeled gravity was interpolated from observed gravity values.
 LJ0048
 LJ0048. The following values were computed from the NAD 83(1995) position.
 LJ0048
 LJ0048;                    North         East     Units Scale Factor Converg.
 LJ0048;SPC NE       -    43,586.049   457,668.214   MT  0.99990595   -0 19 46.7
 LJ0048;SPC NE       -   142,998.56  1,501,533.13   sFT  0.99990595   -0 19 46.7
 LJ0048;UTM  14      - 4,453,781.725   372,599.349   MT  0.99979980   -0 58 01.7
 LJ0048
 LJ0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0048!SPC NE       -   0.99988852  x   0.99990595  =   0.99979448
 LJ0048!UTM  14      -   0.99988852  x   0.99979980  =   0.99968834
 LJ0048
 LJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7259953781(NAD 83)
 LJ0048
 LJ0048                          SUPERSEDED SURVEY CONTROL
 LJ0048
 LJ0048  ELLIP H (08/18/97)  710.754  (m)                       GP(       ) 4 1
 LJ0048  NAD 83(1986)-  40 13 29.22674(N)    100 29 50.67405(W) AD(       ) 1
 LJ0048  NGVD 29 (??/??/92)  734.509  (m)         2409.80   (f) ADJ UNCH    1 2
 LJ0048  NGVD 29 (02/23/90)  735.     (m)  RAPSU86  model used  GPS OBS        
 LJ0048
 LJ0048.Superseded values are not recommended for survey control.
 LJ0048
 LJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0048.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0048
 LJ0048_MARKER: DB = BENCH MARK DISK
 LJ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0048_STAMPING: 2409.802 W 25 1933
 LJ0048_MARK LOGO: CGS
 LJ0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0048+STABILITY: SURFACE MOTION
 LJ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0048+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 LJ0048
 LJ0048  HISTORY     - Date     Condition        Report By
 LJ0048  HISTORY     - 1933     MONUMENTED       CGS
 LJ0048  HISTORY     - 1942     GOOD             CGS
 LJ0048  HISTORY     - 19890518 GOOD             NGS
 LJ0048  HISTORY     - 20070723 GOOD             INDIV
 LJ0048  HISTORY     - 20120828 GOOD             INDIV
 LJ0048
 LJ0048                          STATION DESCRIPTION
 LJ0048
 LJ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0048'AT REDWILLOW.
 LJ0048'AT REDWILLOW, REDWILLOW COUNTY, ON THE CHICAGO, BURLINGTON AND
 LJ0048'QUINCY RAILROAD, AT A COUNTY-ROAD CROSSING ON THE LINE BETWEEN
 LJ0048'SECTIONS 16 AND 17, T 3 N, R 28 W, 21 YARDS EAST OF THE EAST
 LJ0048'END OF A SIDETRACK, 46 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 LJ0048'TRACK, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST
 LJ0048'OF AN IRON RAILROAD RIGHT-OF-WAY MARKER, AND OPPOSITE (SOUTHEAST
 LJ0048'OF) STATION 217 MARKED ALONG THE SOUTH EDGE OF A CONCRETE HIGHWAY
 LJ0048'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED 2409.802 W 25
 LJ0048'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0048'ABOVE GROUND.
 LJ0048
 LJ0048                          STATION RECOVERY (1989)
 LJ0048
 LJ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0048'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF MCCOOK, 7 KM
 LJ0048'(4.35 MI) WEST OF INDIANOLA, AT RED WILLOW, NEAR A RAILROAD CROSSING.
 LJ0048'OWNWERSHIP--BURLINGTON NORTHERN RAILROAD.
 LJ0048'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6,34 AND 83 SOUTH
 LJ0048'AT THE EAST END OF MCCOOK BUSINESS DISTRICT, GO EAST ON US HIGHWAY
 LJ0048'6,34 FOR 4.4 KM (2.75 MI) TO A REST AREA ON THE RIGHT.  CONTINUE EAST
 LJ0048'FOR 6.71 KM (4.15 MI) TO A BRIDGE OVER THE RED WILLOW CREEK. CONTINUE
 LJ0048'AHEAD EAST FOR 0.74 KM (0.45 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO
 LJ0048'SOUTH ON A PAVED THEN GRAVEL ROAD FOR 1.60 KM (1.00 MI) TO A T-ROAD AT
 LJ0048'A RAILROAD TRACK.  TURN LEFT AND GO EAST THEN SOUTH CROSSING THE
 LJ0048'RAILROAD TRACK AND THE STATION ON THE RIGHT NEAR A FENCE CORNER.
 LJ0048'THE STATION MARK IS SET 14.2 M (46.6 FT) SOUTH OF THE SOUTH RAIL OF
 LJ0048'THE TRACK, 0.5 M (1.6 FT) WEST OF A CONCRETE CORNER FENCE POST, 0.4 M
 LJ0048'(1.3 FT) NORTH OF A FENCELINE, 0.3 M (1.0 FT) EAST OF A CARSONNITE
 LJ0048'WITNESS POST, 1.5 M (4.9 FT) LOWER THAN THE TRACK AND PROJECTS 5 CM
 LJ0048'ABOVE THE SURFACE.
 LJ0048'DESCRIBED BY R.D.BALL.
 LJ0048
 LJ0048                          STATION RECOVERY (2007)
 LJ0048
 LJ0048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 LJ0048'RECOVERED AS DESCRIBED
 LJ0048
 LJ0048                          STATION RECOVERY (2012)
 LJ0048
 LJ0048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LJ0048'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0321 ***********************************************************************
 LH0321  DESIGNATION -  W 250
 LH0321  PID         -  LH0321
 LH0321  STATE/COUNTY-  NE/ADAMS
 LH0321  COUNTRY     -  US
 LH0321  USGS QUAD   -  AYR (2017)
 LH0321
 LH0321                         *CURRENT SURVEY CONTROL
 LH0321  ______________________________________________________________________
 LH0321* NAD 83(1986) POSITION- 40 27 33.     (N) 098 26 40.     (W)   SCALED
 LH0321* NAVD 88 ORTHO HEIGHT -   551.878 (meters)     1810.62  (feet) ADJUSTED
 LH0321  ______________________________________________________________________
 LH0321  GEOID HEIGHT    -        -25.439 (meters)                     GEOID18
 LH0321  DYNAMIC HEIGHT  -        551.565 (meters)     1809.59  (feet) COMP
 LH0321  MODELED GRAVITY -    980,041.4   (mgal)                       NAVD 88
 LH0321
 LH0321  VERT ORDER      -  FIRST     CLASS II
 LH0321
 LH0321.The horizontal coordinates were scaled from a map and have
 LH0321.an estimated accuracy of +/- 6 seconds.
 LH0321
 LH0321.The orthometric height was determined by differential leveling and
 LH0321.adjusted by the NATIONAL GEODETIC SURVEY
 LH0321.in June 1991.
 LH0321
 LH0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0321.GEOID18 height accuracy estimate available here.
 LH0321
 LH0321.Click photographs - Photos may exist for this station.
 LH0321
 LH0321.The dynamic height is computed by dividing the NAVD 88
 LH0321.geopotential number by the normal gravity value computed on the
 LH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0321.degrees latitude (g = 980.6199 gals.).
 LH0321
 LH0321.The modeled gravity was interpolated from observed gravity values.
 LH0321
 LH0321;                    North         East    Units  Estimated Accuracy
 LH0321;SPC NE       -    70,670.      631,910.      MT  (+/- 180 meters Scaled)
 LH0321
 LH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471788(NAD 83)
 LH0321
 LH0321                          SUPERSEDED SURVEY CONTROL
 LH0321
 LH0321  NGVD 29 (??/??/92)  551.654  (m)         1809.88   (f) ADJ UNCH    1 2
 LH0321
 LH0321.Superseded values are not recommended for survey control.
 LH0321
 LH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0321.See file dsdata.pdf to determine how the superseded data were derived.
 LH0321
 LH0321_MARKER: DB = BENCH MARK DISK
 LH0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0321_STAMPING: W 250 1947
 LH0321_MARK LOGO: CGS
 LH0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0321+STABILITY: SURFACE MOTION
 LH0321
 LH0321  HISTORY     - Date     Condition        Report By
 LH0321  HISTORY     - 1947     MONUMENTED       CGS
 LH0321
 LH0321                          STATION DESCRIPTION
 LH0321
 LH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0321'2.1 MI NW FROM AYR.
 LH0321'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0321'FROM THE STATION AT AYR, THENCE 0.7 MILE WEST ALONG THE CHICAGO,
 LH0321'BURLINGTON AND QUINCY RAILROAD BRANCH LINE, IN THE NORTHWEST
 LH0321'QUARTER OF A ROAD CROSSING, ABOUT 300 FEET SOUTH OF A TWO STORY
 LH0321'RED BRICK FARM HOUSE, 47.5 FEET NORTH OF THE NORTH RAIL OF THE
 LH0321'TRACK, 23.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 LH0321'EAST OF A CONCRETE FENCE CORNER POST, 1.5 FEET SOUTH OF A
 LH0321'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0321'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0243 ***********************************************************************
 LH0243  DESIGNATION -  W 252
 LH0243  PID         -  LH0243
 LH0243  STATE/COUNTY-  NE/WEBSTER
 LH0243  COUNTRY     -  US
 LH0243  USGS QUAD   -  AMBOY (2017)
 LH0243
 LH0243                         *CURRENT SURVEY CONTROL
 LH0243  ______________________________________________________________________
 LH0243* NAD 83(1986) POSITION- 40 05 20.     (N) 098 26 12.     (W)   SCALED
 LH0243* NAVD 88 ORTHO HEIGHT -   511.826 (meters)     1679.22  (feet) ADJUSTED
 LH0243  ______________________________________________________________________
 LH0243  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 LH0243  DYNAMIC HEIGHT  -        511.519 (meters)     1678.21  (feet) COMP
 LH0243  MODELED GRAVITY -    980,008.3   (mgal)                       NAVD 88
 LH0243
 LH0243  VERT ORDER      -  FIRST     CLASS II
 LH0243
 LH0243.The horizontal coordinates were scaled from a map and have
 LH0243.an estimated accuracy of +/- 6 seconds.
 LH0243
 LH0243.The orthometric height was determined by differential leveling and
 LH0243.adjusted by the NATIONAL GEODETIC SURVEY
 LH0243.in June 1991.
 LH0243
 LH0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0243.GEOID18 height accuracy estimate available here.
 LH0243
 LH0243.Click photographs - Photos may exist for this station.
 LH0243
 LH0243.The dynamic height is computed by dividing the NAVD 88
 LH0243.geopotential number by the normal gravity value computed on the
 LH0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0243.degrees latitude (g = 980.6199 gals.).
 LH0243
 LH0243.The modeled gravity was interpolated from observed gravity values.
 LH0243
 LH0243;                    North         East    Units  Estimated Accuracy
 LH0243;SPC NE       -    29,580.      633,310.      MT  (+/- 180 meters Scaled)
 LH0243
 LH0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK480377(NAD 83)
 LH0243
 LH0243                          SUPERSEDED SURVEY CONTROL
 LH0243
 LH0243  NGVD 29 (??/??/92)  511.616  (m)         1678.53   (f) ADJ UNCH    1 2
 LH0243
 LH0243.Superseded values are not recommended for survey control.
 LH0243
 LH0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0243.See file dsdata.pdf to determine how the superseded data were derived.
 LH0243
 LH0243_MARKER: DB = BENCH MARK DISK
 LH0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0243_SP_SET: BRIDGE ABUTMENT
 LH0243_STAMPING: W 252 1947
 LH0243_MARK LOGO: CGS
 LH0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0243
 LH0243  HISTORY     - Date     Condition        Report By
 LH0243  HISTORY     - 1947     MONUMENTED       CGS
 LH0243
 LH0243                          STATION DESCRIPTION
 LH0243
 LH0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0243'5.8 MI S FROM COWLES.
 LH0243'5.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0243'RAILROAD FROM THE STATION AT COWLES, ABOUT 300 FEET EAST OF THE
 LH0243'CROSSING OF THE TRACK AND STATE HIGHWAY NO. 3 AT AMBOY, ON TOP
 LH0243'OF THE SOUTH CORNER OF THE WEST ABUTMENT OF THE STEEL BRIDGE
 LH0243'OVER ELM CREEK, 12.0 FEET SOUTH OF THE CENTER LINE OF THE
 LH0243'HIGHWAY, 3.2 FEET SOUTH OF THE WEST END OF THE SOUTH STEEL
 LH0243'GUARD RAIL, LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0890 ***********************************************************************
 MJ0890  DESIGNATION -  W 253
 MJ0890  PID         -  MJ0890
 MJ0890  STATE/COUNTY-  NE/SARPY
 MJ0890  COUNTRY     -  US
 MJ0890  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0890
 MJ0890                         *CURRENT SURVEY CONTROL
 MJ0890  ______________________________________________________________________
 MJ0890* NAD 83(1986) POSITION- 41 07 34.     (N) 095 55 31.     (W)   SCALED
 MJ0890* NAVD 88 ORTHO HEIGHT -   300.527 (meters)      985.98  (feet) ADJUSTED
 MJ0890  ______________________________________________________________________
 MJ0890  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 MJ0890  DYNAMIC HEIGHT  -        300.405 (meters)      985.58  (feet) COMP
 MJ0890  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 MJ0890
 MJ0890  VERT ORDER      -  SECOND    CLASS 0
 MJ0890
 MJ0890.The horizontal coordinates were scaled from a map and have
 MJ0890.an estimated accuracy of +/- 6 seconds.
 MJ0890
 MJ0890.The orthometric height was determined by differential leveling and
 MJ0890.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0890.in June 1991.
 MJ0890
 MJ0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0890.GEOID18 height accuracy estimate available here.
 MJ0890
 MJ0890.Click photographs - Photos may exist for this station.
 MJ0890
 MJ0890.The dynamic height is computed by dividing the NAVD 88
 MJ0890.geopotential number by the normal gravity value computed on the
 MJ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0890.degrees latitude (g = 980.6199 gals.).
 MJ0890
 MJ0890.The modeled gravity was interpolated from observed gravity values.
 MJ0890
 MJ0890;                    North         East    Units  Estimated Accuracy
 MJ0890;SPC NE       -   151,590.      841,940.      MT  (+/- 180 meters Scaled)
 MJ0890
 MJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF544568(NAD 83)
 MJ0890
 MJ0890                          SUPERSEDED SURVEY CONTROL
 MJ0890
 MJ0890  NGVD 29 (??/??/92)  300.424  (m)          985.64   (f) ADJ UNCH    2 0
 MJ0890
 MJ0890.Superseded values are not recommended for survey control.
 MJ0890
 MJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0890.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0890
 MJ0890_MARKER: DD = SURVEY DISK
 MJ0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0890_SP_SET: CLARIFIER TANK
 MJ0890_STAMPING: W 253 1947
 MJ0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0890
 MJ0890  HISTORY     - Date     Condition        Report By
 MJ0890  HISTORY     - UNK      MONUMENTED       DOD
 MJ0890  HISTORY     - 1947     GOOD             CGS
 MJ0890
 MJ0890                          STATION DESCRIPTION
 MJ0890
 MJ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0890'AT FT CROOK.
 MJ0890'AT THE SEWAGE DISPOSAL PLANT AT FT. CROOK, APPROXIMATELY 15
 MJ0890'YARDS SOUTHEAST OF BUILDING 168, SET IN THE TOP OF THE SOUTHWEST
 MJ0890'CORNER OF THE CLAIRIFER TANK AT THE SEWAGE DISPOSAL PLANT, A
 MJ0890'SMALL BRONE DISK SET IN A DRILL HOLE IN CONCRETE.  THE DESIGNATION
 MJ0890'OF THIS MARK WAS ASSIGNED AND STAMPED BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0912 ***********************************************************************
 MJ0912  DESIGNATION -  W 254
 MJ0912  PID         -  MJ0912
 MJ0912  STATE/COUNTY-  NE/DOUGLAS
 MJ0912  COUNTRY     -  US
 MJ0912  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0912
 MJ0912                         *CURRENT SURVEY CONTROL
 MJ0912  ______________________________________________________________________
 MJ0912* NAD 83(1986) POSITION- 41 17 09.     (N) 095 56 13.     (W)   SCALED
 MJ0912* NAVD 88 ORTHO HEIGHT -   317.813 (meters)     1042.69  (feet) ADJUSTED
 MJ0912  ______________________________________________________________________
 MJ0912  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 MJ0912  DYNAMIC HEIGHT  -        317.679 (meters)     1042.25  (feet) COMP
 MJ0912  MODELED GRAVITY -    980,194.5   (mgal)                       NAVD 88
 MJ0912
 MJ0912  VERT ORDER      -  FIRST     CLASS II
 MJ0912
 MJ0912.The horizontal coordinates were scaled from a map and have
 MJ0912.an estimated accuracy of +/- 6 seconds.
 MJ0912
 MJ0912.The orthometric height was determined by differential leveling and
 MJ0912.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0912.in June 1991.
 MJ0912
 MJ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0912.GEOID18 height accuracy estimate available here.
 MJ0912
 MJ0912.Click photographs - Photos may exist for this station.
 MJ0912
 MJ0912.The dynamic height is computed by dividing the NAVD 88
 MJ0912.geopotential number by the normal gravity value computed on the
 MJ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0912.degrees latitude (g = 980.6199 gals.).
 MJ0912
 MJ0912.The modeled gravity was interpolated from observed gravity values.
 MJ0912
 MJ0912;                    North         East    Units  Estimated Accuracy
 MJ0912;SPC NE       -   169,260.      840,130.      MT  (+/- 180 meters Scaled)
 MJ0912
 MJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540746(NAD 83)
 MJ0912
 MJ0912                          SUPERSEDED SURVEY CONTROL
 MJ0912
 MJ0912  NGVD 29 (??/??/92)  317.687  (m)         1042.28   (f) ADJ UNCH    1 2
 MJ0912
 MJ0912.Superseded values are not recommended for survey control.
 MJ0912
 MJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0912.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0912
 MJ0912_MARKER: DB = BENCH MARK DISK
 MJ0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0912_SP_SET: BUILDING
 MJ0912_STAMPING: W 254 1947
 MJ0912_MARK LOGO: CGS
 MJ0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0912
 MJ0912  HISTORY     - Date     Condition        Report By
 MJ0912  HISTORY     - 1947     MONUMENTED       CGS
 MJ0912  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0912
 MJ0912                          STATION DESCRIPTION
 MJ0912
 MJ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0912'AT OMAHA.
 MJ0912'AT OMAHA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SIXTEENTH
 MJ0912'AND BINNEY STREETS, 22 FEET SOUTH OF THE SOUTH CURB OF BINNEY
 MJ0912'STREET, 8.2 FEET EAST OF THE EAST CURB OF SIXTEENTH STREET,
 MJ0912'2 FEET SOUTH OF THE NORTHWEST CORNER OF A BRICK BUILDING,
 MJ0912'SET VERTICALLY IN THE WEST WALL OF THE BUILDING, 4 FEET ABOVE
 MJ0912'THE GROUND.
 MJ0912
 MJ0912                          STATION RECOVERY (1976)
 MJ0912
 MJ0912'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0801 ***********************************************************************
 MJ0801  DESIGNATION -  W 255
 MJ0801  PID         -  MJ0801
 MJ0801  STATE/COUNTY-  NE/DOUGLAS
 MJ0801  COUNTRY     -  US
 MJ0801  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0801
 MJ0801                         *CURRENT SURVEY CONTROL
 MJ0801  ______________________________________________________________________
 MJ0801* NAD 83(1986) POSITION- 41 12 16.80   (N) 095 56 29.64   (W)   HD_HELD1
 MJ0801* NAVD 88 ORTHO HEIGHT -   361.412 (meters)     1185.73  (feet) ADJUSTED
 MJ0801  ______________________________________________________________________
 MJ0801  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 MJ0801  DYNAMIC HEIGHT  -        361.263 (meters)     1185.24  (feet) COMP
 MJ0801  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 MJ0801
 MJ0801  VERT ORDER      -  FIRST     CLASS II
 MJ0801
 MJ0801.The horizontal coordinates were determined by differentially corrected
 MJ0801.hand held GPS observations or other comparable positioning techniques
 MJ0801.and have an estimated accuracy of +/- 3 meters.
 MJ0801
 MJ0801.The orthometric height was determined by differential leveling and
 MJ0801.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0801.in June 1991.
 MJ0801
 MJ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0801.GEOID18 height accuracy estimate available here.
 MJ0801
 MJ0801.Click photographs - Photos may exist for this station.
 MJ0801
 MJ0801.The dynamic height is computed by dividing the NAVD 88
 MJ0801.geopotential number by the normal gravity value computed on the
 MJ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0801.degrees latitude (g = 980.6199 gals.).
 MJ0801
 MJ0801.The modeled gravity was interpolated from observed gravity values.
 MJ0801
 MJ0801;                    North         East    Units  Estimated Accuracy
 MJ0801;SPC NE       -   160,238.4     840,162.1     MT  (+/- 3 meters HH1 GPS) 
 MJ0801
 MJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5336265650(NAD 83)
 MJ0801
 MJ0801                          SUPERSEDED SURVEY CONTROL
 MJ0801
 MJ0801  NGVD 29 (??/??/92)  361.294  (m)         1185.35   (f) ADJ UNCH    1 2
 MJ0801
 MJ0801.Superseded values are not recommended for survey control.
 MJ0801
 MJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0801.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0801
 MJ0801_MARKER: DB = BENCH MARK DISK
 MJ0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0801_SP_SET: BUILDING
 MJ0801_STAMPING: W 255 1947
 MJ0801_MARK LOGO: CGS
 MJ0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0801+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2016
 MJ0801
 MJ0801  HISTORY     - Date     Condition        Report By
 MJ0801  HISTORY     - 1947     MONUMENTED       CGS
 MJ0801  HISTORY     - 1976     GOOD             NGS
 MJ0801  HISTORY     - 20051107 GOOD             NEDR
 MJ0801  HISTORY     - 20160918 GOOD             USPSQD
 MJ0801
 MJ0801                          STATION DESCRIPTION
 MJ0801
 MJ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0801'AT OMAHA.
 MJ0801'AT OMAHA, APPROXIMATELY 109 YARDS NORTH OF THE INTERSECTION
 MJ0801'OF 20TH STREET AND S STREET, 37.8 FEET EAST OF THE EAST CURB
 MJ0801'OF 20TH STREET, 6.5 FEET NORTH OF THE SOUTHWEST CORNER OF OMAHA
 MJ0801'FIRE DEPARTMENT STATION NO. 19, SET VERTICALLY IN THE WEST
 MJ0801'WALL OF THE BUILDING APPROXIMATELY 2.0 FEET ABOVE THE GROUND.
 MJ0801
 MJ0801                          STATION RECOVERY (1976)
 MJ0801
 MJ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0801'RECOVERED IN GOOD CONDITION.
 MJ0801
 MJ0801                          STATION RECOVERY (2005)
 MJ0801
 MJ0801'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MJ0801'RECOVERED IN GOOD CONDITION.
 MJ0801
 MJ0801                          STATION RECOVERY (2016)
 MJ0801
 MJ0801'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 MJ0801'TEMPLO CANAAN ASAMBLEAS DE DIOS NOW OCCUPIES THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1077 ***********************************************************************
 LF1077  DESIGNATION -  W 256
 LF1077  PID         -  LF1077
 LF1077  STATE/COUNTY-  NE/CASS
 LF1077  COUNTRY     -  US
 LF1077  USGS QUAD   -  MURRAY (2017)
 LF1077
 LF1077                         *CURRENT SURVEY CONTROL
 LF1077  ______________________________________________________________________
 LF1077* NAD 83(1986) POSITION- 40 55 47.3    (N) 095 55 35.0    (W)   HD_HELD2
 LF1077* NAVD 88 ORTHO HEIGHT -   349.720 (meters)     1147.37  (feet) ADJUSTED
 LF1077  ______________________________________________________________________
 LF1077  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 LF1077  DYNAMIC HEIGHT  -        349.571 (meters)     1146.88  (feet) COMP
 LF1077  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LF1077
 LF1077  VERT ORDER      -  SECOND    CLASS 0
 LF1077
 LF1077.The horizontal coordinates were established by autonomous hand held GPS
 LF1077.observations and have an estimated accuracy of +/- 10 meters.
 LF1077
 LF1077.The orthometric height was determined by differential leveling and
 LF1077.adjusted by the NATIONAL GEODETIC SURVEY
 LF1077.in June 1991.
 LF1077
 LF1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1077.GEOID18 height accuracy estimate available here.
 LF1077
 LF1077.Click photographs - Photos may exist for this station.
 LF1077
 LF1077.The dynamic height is computed by dividing the NAVD 88
 LF1077.geopotential number by the normal gravity value computed on the
 LF1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1077.degrees latitude (g = 980.6199 gals.).
 LF1077
 LF1077.The modeled gravity was interpolated from observed gravity values.
 LF1077
 LF1077;                    North         East    Units  Estimated Accuracy
 LF1077;SPC NE       -   129,817.      842,871.      MT  (+/- 10 meters HH2 GPS)
 LF1077
 LF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5360935089(NAD 83)
 LF1077
 LF1077                          SUPERSEDED SURVEY CONTROL
 LF1077
 LF1077  NGVD 29 (??/??/92)  349.617  (m)         1147.04   (f) ADJ UNCH    2 0
 LF1077
 LF1077.Superseded values are not recommended for survey control.
 LF1077
 LF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1077.See file dsdata.pdf to determine how the superseded data were derived.
 LF1077
 LF1077_MARKER: DB = BENCH MARK DISK
 LF1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1077_STAMPING: W 256 1947
 LF1077_MARK LOGO: CGS
 LF1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1077+STABILITY: SURFACE MOTION
 LF1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1077+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2006
 LF1077
 LF1077  HISTORY     - Date     Condition        Report By
 LF1077  HISTORY     - 1947     MONUMENTED       CGS
 LF1077  HISTORY     - 20061119 GOOD             GEOCAC
 LF1077
 LF1077                          STATION DESCRIPTION
 LF1077
 LF1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1077'1 MI N FROM MURRAY.
 LF1077'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1077'STATION AT MURRAY, AT A ROAD CROSSING, 55.0 FEET NORTH OF THE
 LF1077'CENTER LINE OF THE ROAD, 48.0 FEET WEST OF AND 4.0 FEET LOWER
 LF1077'THAN THE CENTER LINE OF THE TRACK, 34.0 FEET SOUTHWEST OF A
 LF1077'TELEGRAPH POLE, 15.8 FEET NORTH OF THE NORTH POLE OF DOUBLE
 LF1077'TRANSMISSION LINE POLES, 3.0 FEET EAST OF A FENCE, 2.0 FEET
 LF1077'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 LF1077'PROJECTS 1 INCH ABOVE THE GROUND.
 LF1077
 LF1077                          STATION RECOVERY (2006)
 LF1077
 LF1077'RECOVERY NOTE BY GEOCACHING 2006
 LF1077'RECOVERED IN GOOD SHAPE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0115 ***********************************************************************
 LG0115  DESIGNATION -  W 257
 LG0115  PID         -  LG0115
 LG0115  STATE/COUNTY-  NE/OTOE
 LG0115  COUNTRY     -  US
 LG0115  USGS QUAD   -  AVOCA (2017)
 LG0115
 LG0115                         *CURRENT SURVEY CONTROL
 LG0115  ______________________________________________________________________
 LG0115* NAD 83(1986) POSITION- 40 46 08.     (N) 096 00 25.     (W)   SCALED
 LG0115* NAVD 88 ORTHO HEIGHT -   315.203 (meters)     1034.13  (feet) ADJUSTED
 LG0115  ______________________________________________________________________
 LG0115  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 LG0115  DYNAMIC HEIGHT  -        315.049 (meters)     1033.62  (feet) COMP
 LG0115  MODELED GRAVITY -    980,127.6   (mgal)                       NAVD 88
 LG0115
 LG0115  VERT ORDER      -  SECOND    CLASS 0
 LG0115
 LG0115.The horizontal coordinates were scaled from a map and have
 LG0115.an estimated accuracy of +/- 6 seconds.
 LG0115
 LG0115.The orthometric height was determined by differential leveling and
 LG0115.adjusted by the NATIONAL GEODETIC SURVEY
 LG0115.in June 1991.
 LG0115
 LG0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0115.GEOID18 height accuracy estimate available here.
 LG0115
 LG0115.Click photographs - Photos may exist for this station.
 LG0115
 LG0115.The dynamic height is computed by dividing the NAVD 88
 LG0115.geopotential number by the normal gravity value computed on the
 LG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0115.degrees latitude (g = 980.6199 gals.).
 LG0115
 LG0115.The modeled gravity was interpolated from observed gravity values.
 LG0115
 LG0115;                    North         East    Units  Estimated Accuracy
 LG0115;SPC NE       -   111,660.      836,920.      MT  (+/- 180 meters Scaled)
 LG0115
 LG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL526174(NAD 83)
 LG0115
 LG0115                          SUPERSEDED SURVEY CONTROL
 LG0115
 LG0115  NGVD 29 (??/??/92)  315.095  (m)         1033.77   (f) ADJ UNCH    2 0
 LG0115
 LG0115.Superseded values are not recommended for survey control.
 LG0115
 LG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0115.See file dsdata.pdf to determine how the superseded data were derived.
 LG0115
 LG0115_MARKER: DB = BENCH MARK DISK
 LG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0115_STAMPING: W 257 1947
 LG0115_MARK LOGO: CGS
 LG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0115+STABILITY: SURFACE MOTION
 LG0115
 LG0115  HISTORY     - Date     Condition        Report By
 LG0115  HISTORY     - 1947     MONUMENTED       CGS
 LG0115  HISTORY     - 1964     GOOD             USGS
 LG0115  HISTORY     - 20200831 MARK NOT FOUND   NEGS
 LG0115
 LG0115                          STATION DESCRIPTION
 LG0115
 LG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0115'5.2 MI S FROM NEHAWKA.
 LG0115'1.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE MISSOURI PACIFIC
 LG0115'RAILWAY STATION AT NEHAWKA, THENCE 1.0 MILE WEST ALONG U.S.
 LG0115'HIGHWAY 34, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LG0115'AT A CROSSING, 87.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LG0115'ROAD, 30.6 FEET SOUTH OF A FENCE CORNER, 28.0 FEET EAST OF AND
 LG0115'1.0 FOOT HIGHER THAN THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LG0115'2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET WEST OF A FENCE,
 LG0115'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE
 LG0115'THE GROUND.  ALSO-- 4.0 MILES SOUTH AND 1.0 MILE WEST OF NEHAWKA,
 LG0115'NEAR COR. SECS. 1, 6, 7 AND 12, T9N, R12 AND 13 E, 90 FEET
 LG0115'SOUTH AND 25 FEET EAST OF AN E-W CO. ROAD AT AN ABANDONED ROAD
 LG0115'SOUTH, 10 FEET WEST OF A 14 IN. ELM TREE.
 LG0115
 LG0115                          STATION RECOVERY (1964)
 LG0115
 LG0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0115'RECOVERED IN GOOD CONDITION.
 LG0115
 LG0115                          STATION RECOVERY (2020)
 LG0115
 LG0115'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0115'A MINIMAL AMOUNT OF TIME WAS SPENT SEARCHING FOR MARK DUE TO LARGE
 LG0115'TREES OBSTRUCTING THE POTENTIAL RECOVERY AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0965 ***********************************************************************
 LF0965  DESIGNATION -  W 258
 LF0965  PID         -  LF0965
 LF0965  STATE/COUNTY-  NE/OTOE
 LF0965  COUNTRY     -  US
 LF0965  USGS QUAD   -  JULIAN (2017)
 LF0965
 LF0965                         *CURRENT SURVEY CONTROL
 LF0965  ______________________________________________________________________
 LF0965* NAD 83(1986) POSITION- 40 34 55.     (N) 095 48 11.     (W)   SCALED
 LF0965* NAVD 88 ORTHO HEIGHT -   345.903 (meters)     1134.85  (feet) ADJUSTED
 LF0965  ______________________________________________________________________
 LF0965  GEOID HEIGHT    -        -29.564 (meters)                     GEOID18
 LF0965  DYNAMIC HEIGHT  -        345.719 (meters)     1134.25  (feet) COMP
 LF0965  MODELED GRAVITY -    980,084.7   (mgal)                       NAVD 88
 LF0965
 LF0965  VERT ORDER      -  SECOND    CLASS 0
 LF0965
 LF0965.The horizontal coordinates were scaled from a map and have
 LF0965.an estimated accuracy of +/- 6 seconds.
 LF0965
 LF0965.The orthometric height was determined by differential leveling and
 LF0965.adjusted by the NATIONAL GEODETIC SURVEY
 LF0965.in June 1991.
 LF0965
 LF0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0965.GEOID18 height accuracy estimate available here.
 LF0965
 LF0965.Click photographs - Photos may exist for this station.
 LF0965
 LF0965.The dynamic height is computed by dividing the NAVD 88
 LF0965.geopotential number by the normal gravity value computed on the
 LF0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0965.degrees latitude (g = 980.6199 gals.).
 LF0965
 LF0965.The modeled gravity was interpolated from observed gravity values.
 LF0965
 LF0965;                    North         East    Units  Estimated Accuracy
 LF0965;SPC NE       -    91,740.      855,120.      MT  (+/- 180 meters Scaled)
 LF0965
 LF0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE627961(NAD 83)
 LF0965
 LF0965                          SUPERSEDED SURVEY CONTROL
 LF0965
 LF0965  NGVD 29 (??/??/92)  345.800  (m)         1134.51   (f) ADJ UNCH    2 0
 LF0965
 LF0965.Superseded values are not recommended for survey control.
 LF0965
 LF0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0965.See file dsdata.pdf to determine how the superseded data were derived.
 LF0965
 LF0965_MARKER: DB = BENCH MARK DISK
 LF0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0965_STAMPING: W 258 1947
 LF0965_MARK LOGO: CGS
 LF0965_PROJECTION: FLUSH
 LF0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0965+STABILITY: SURFACE MOTION
 LF0965
 LF0965  HISTORY     - Date     Condition        Report By
 LF0965  HISTORY     - 1947     MONUMENTED       CGS
 LF0965
 LF0965                          STATION DESCRIPTION
 LF0965
 LF0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0965'8.6 MI NE FROM JULIAN.
 LF0965'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0965'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD AND
 LF0965'3.25 MILES NORTH ALONG A GRAVEL ROAD, ABOUT 110 FEET SOUTH OF THE
 LF0965'SOUTH END OF A CURVE IN THE ROAD, 91.0 FEET SOUTH OF THE CENTER
 LF0965'OF THE FRONT YARD ENTRANCE GATE TO A LARGE TWO STORY FARM HOUSE
 LF0965'WHICH IS ON THE WEST SIDE OF THE ROAD, 36.0 FEET WEST OF THE
 LF0965'CENTER OF THE MAIN NORTH-SOUTH ROAD, 34.5 FEET SOUTH OF THE
 LF0965'CENTER OF A PRIVATE DRIVE-WAY LEADING WEST INTO A FARM YARD, 7.0
 LF0965'FEET SOUTH OF A 2-FOOT CEDAR TREE, 2.0 FEET EAST OF A POINT IN
 LF0965'LINE WITH A ROW OF LARGE CEDAR TREES, 1.0 FOOT NORTH OF A REFERENCE
 LF0965'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD
 LF0965'AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0736 ***********************************************************************
 LF0736  DESIGNATION -  W 259
 LF0736  PID         -  LF0736
 LF0736  STATE/COUNTY-  NE/NEMAHA
 LF0736  COUNTRY     -  US
 LF0736  USGS QUAD   -  AUBURN (2017)
 LF0736
 LF0736                         *CURRENT SURVEY CONTROL
 LF0736  ______________________________________________________________________
 LF0736* NAD 83(1986) POSITION- 40 23 32.25   (N) 095 47 12.83   (W)   HD_HELD1
 LF0736* NAVD 88 ORTHO HEIGHT -   284.757 (meters)      934.24  (feet) ADJUSTED
 LF0736  ______________________________________________________________________
 LF0736  GEOID HEIGHT    -        -29.707 (meters)                     GEOID18
 LF0736  DYNAMIC HEIGHT  -        284.605 (meters)      933.74  (feet) COMP
 LF0736  MODELED GRAVITY -    980,085.7   (mgal)                       NAVD 88
 LF0736
 LF0736  VERT ORDER      -  SECOND    CLASS 0
 LF0736
 LF0736.The horizontal coordinates were determined by differentially corrected
 LF0736.hand held GPS observations or other comparable positioning techniques
 LF0736.and have an estimated accuracy of +/- 3 meters.
 LF0736
 LF0736.The orthometric height was determined by differential leveling and
 LF0736.adjusted by the NATIONAL GEODETIC SURVEY
 LF0736.in June 1991.
 LF0736
 LF0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0736.GEOID18 height accuracy estimate available here.
 LF0736
 LF0736.Click photographs - Photos may exist for this station.
 LF0736
 LF0736.The dynamic height is computed by dividing the NAVD 88
 LF0736.geopotential number by the normal gravity value computed on the
 LF0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0736.degrees latitude (g = 980.6199 gals.).
 LF0736
 LF0736.The modeled gravity was interpolated from observed gravity values.
 LF0736
 LF0736;                    North         East    Units  Estimated Accuracy
 LF0736;SPC NE       -    70,774.5     857,509.1     MT  (+/- 3 meters HH1 GPS) 
 LF0736
 LF0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6346375028(NAD 83)
 LF0736
 LF0736                          SUPERSEDED SURVEY CONTROL
 LF0736
 LF0736  NGVD 29 (??/??/92)  284.672  (m)          933.96   (f) ADJ UNCH    2 0
 LF0736
 LF0736.Superseded values are not recommended for survey control.
 LF0736
 LF0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0736.See file dsdata.pdf to determine how the superseded data were derived.
 LF0736
 LF0736_MARKER: DB = BENCH MARK DISK
 LF0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0736_STAMPING: W 259 1947
 LF0736_MARK LOGO: CGS
 LF0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0736+STABILITY: SURFACE MOTION
 LF0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0736+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 LF0736
 LF0736  HISTORY     - Date     Condition        Report By
 LF0736  HISTORY     - 1947     MONUMENTED       CGS
 LF0736  HISTORY     - 1974     GOOD             NGS
 LF0736  HISTORY     - 20090629 GOOD             GEOCAC
 LF0736  HISTORY     - 20100511 GOOD             INDIV
 LF0736
 LF0736                          STATION DESCRIPTION
 LF0736
 LF0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0736'2.6 MI E FROM AUBURN.
 LF0736'0.4 MILE SOUTHEAST ALONG THE TRACK AND 2.15 MILES EAST ALONG
 LF0736'STATE HIGHWAY NO. 3 FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0736'AT AUBURN, AT THE AUBURN MUNICIPAL AIRPORT, 134.0 FEET SOUTHWEST
 LF0736'OF THE CENTER OF THE MAIN ENTRANCE GATE, 26.9 FEET NORTH OF THE
 LF0736'NORTHWEST CORNER OF THE MAIN HANGAR, 10.0 FEET SOUTHEAST OF THE
 LF0736'CENTER OF THE ENTRANCE GATE TO THE LANDING FIELD, 1.4 FOOT WEST
 LF0736'OF A GUARD FENCE, 0.4 FOOT SOUTH OF THE SOUTH EDGE OF A
 LF0736'NORTH-SOUTH CONCRETE WALK, SET IN A CONCRETE POST ABOUT THE
 LF0736'SAME ELEVATION AS THE CONCRETE WALKS.
 LF0736
 LF0736                          STATION RECOVERY (1974)
 LF0736
 LF0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0736'RECOVERED IN GOOD CONDITION.
 LF0736
 LF0736                          STATION RECOVERY (2009)
 LF0736
 LF0736'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 LF0736'STATE HWY 3 IS NOW US HWY 136.
 LF0736
 LF0736                          STATION RECOVERY (2010)
 LF0736
 LF0736'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LF0736'THE MARK IS 0.9 FT. BELOW A MANHOLE COVER IN NEW CONCRETE PARKING AREA
 LF0736'AT THE AUBURN AIRPORT,SOUTHEAST 47.3 FEET TO NORTHWEST CORNER OF NORTH
 LF0736'ENTRANCE TO NEW AIRPORT OFFICE BUILDING, SOUTHEAST 34.1 FEET TO BOTTOM
 LF0736'NORTHWEST FACE OF LIGHT POLE, EAST 12.3 FEET TO CHAIN LINK FENCE
 LF0736'RUNNING NORTH AND SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DO4663 ***********************************************************************
 DO4663  DESIGNATION -  W 259 RESET
 DO4663  PID         -  DO4663
 DO4663  STATE/COUNTY-  NE/NEMAHA
 DO4663  COUNTRY     -  US
 DO4663  USGS QUAD   -  AUBURN (2017)
 DO4663
 DO4663                         *CURRENT SURVEY CONTROL
 DO4663  ______________________________________________________________________
 DO4663* NAD 83(1986) POSITION- 40 23 32.8    (N) 095 47 10.7    (W)   HD_HELD2
 DO4663* NAVD 88 ORTHO HEIGHT -   286.95  (meters)      941.4   (feet) RESET
 DO4663  ______________________________________________________________________
 DO4663  GEOID HEIGHT    -        -29.709 (meters)                     GEOID18
 DO4663  VERT ORDER      -  THIRD
 DO4663
 DO4663.The horizontal coordinates were established by autonomous hand held GPS
 DO4663.observations and have an estimated accuracy of +/- 10 meters.
 DO4663
 DO4663.The orthometric height was computed from unverified reset data.
 DO4663
 DO4663.No vertical observational check was made to the station.
 DO4663
 DO4663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4663.GEOID18 height accuracy estimate available here.
 DO4663
 DO4663.Click photographs - Photos may exist for this station.
 DO4663
 DO4663;                    North         East    Units  Estimated Accuracy
 DO4663;SPC NE       -    70,794.      857,558.      MT  (+/- 10 meters HH2 GPS)
 DO4663
 DO4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6351375044(NAD 83)
 DO4663
 DO4663                          SUPERSEDED SURVEY CONTROL
 DO4663
 DO4663.No superseded survey control is available for this station.
 DO4663
 DO4663_MARKER: DV = VERTICAL CONTROL DISK
 DO4663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4663_STAMPING: W 259 RESET 2009
 DO4663_MARK LOGO: NGS
 DO4663_PROJECTION: FLUSH
 DO4663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4663+STABILITY: SURFACE MOTION
 DO4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4663+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2016
 DO4663
 DO4663  HISTORY     - Date     Condition        Report By
 DO4663  HISTORY     - 20090510 MONUMENTED       NEDR
 DO4663  HISTORY     - 20161018 GOOD             INDIV
 DO4663
 DO4663                          STATION DESCRIPTION
 DO4663
 DO4663'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2009 (LB)
 DO4663'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF PERU,
 DO4663'5.2 MI (8.3 KM) NORTH-NORTHEAST OF HOWE AND 2.8 MI (4.4 KM) EAST OF
 DO4663'AUBURN.
 DO4663'
 DO4663'TO  REACH FROM THE INTERSECTION OF HIGHWAY 136 AND HIGHWAY 75 IN
 DO4663'AUBURN, GO 2.75 MI (4.4 KM) EAST ON HIGHWAY 136 TO THE MARK ON THE
 DO4663'RIGHT IN SECTION 24, T 5 NORTH R 14 EAST.
 DO4663'
 DO4663'THE MARK IS 115 FT (35.1 M) EAST OF THE CENTERLINE OF THE EAST
 DO4663'ENTRANCE TO AUBURN AIRPORT, 98.0 FT (29.9 M) SOUTH OF HIGHWAY
 DO4663'CENTERLINE, 78.8 FT (24.0 M) EAST OF NORTH BRACE POLE OF THREE, 75.6
 DO4663'FT (23.0 M) EAST OF THE NORTHEAST CORNER R/W MARKER, 74.0 FT (22.6 M)
 DO4663'EAST OF PK NAIL IN SIDE OF CORNER FENCE POST, 34 FT (10.4 M) WEST OF
 DO4663'CENTERLINE OF FIELD ROAD TO SOUTH, 26.05 FT (7.9 M) EAST OF NAIL IN
 DO4663'TOP OF FENCE POST, 25.84 FT (7.9 M) WEST OF PK NAIL IN SIDE OF WEST
 DO4663'GATE POST AND 2.22 FT (0.7 M) NORTH OF BOTTOM OF STEEL WITNESS POST.
 DO4663'REFERENCE POST 232 PLUS 73, HIGHWAY 136.
 DO4663
 DO4663                          STATION RECOVERY (2016)
 DO4663
 DO4663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DJK)
 DO4663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0226 ***********************************************************************
 LJ0226  DESIGNATION -  W 26
 LJ0226  PID         -  LJ0226
 LJ0226  STATE/COUNTY-  NE/DUNDY
 LJ0226  COUNTRY     -  US
 LJ0226  USGS QUAD   -  BENKELMAN (2017)
 LJ0226
 LJ0226                         *CURRENT SURVEY CONTROL
 LJ0226  ______________________________________________________________________
 LJ0226* NAD 83(1986) POSITION- 40 02 48.27   (N) 101 31 58.70   (W)   HD_HELD1
 LJ0226* NAVD 88 ORTHO HEIGHT -   907.517 (meters)     2977.41  (feet) ADJUSTED
 LJ0226  ______________________________________________________________________
 LJ0226  GEOID HEIGHT    -        -23.279 (meters)                     GEOID18
 LJ0226  DYNAMIC HEIGHT  -        906.860 (meters)     2975.26  (feet) COMP
 LJ0226  MODELED GRAVITY -    979,871.4   (mgal)                       NAVD 88
 LJ0226
 LJ0226  VERT ORDER      -  FIRST     CLASS II
 LJ0226
 LJ0226.The horizontal coordinates were determined by differentially corrected
 LJ0226.hand held GPS observations or other comparable positioning techniques
 LJ0226.and have an estimated accuracy of +/- 3 meters.
 LJ0226
 LJ0226.The orthometric height was determined by differential leveling and
 LJ0226.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0226.in June 1991.
 LJ0226
 LJ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0226.GEOID18 height accuracy estimate available here.
 LJ0226
 LJ0226.Click photographs - Photos may exist for this station.
 LJ0226
 LJ0226.The dynamic height is computed by dividing the NAVD 88
 LJ0226.geopotential number by the normal gravity value computed on the
 LJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0226.degrees latitude (g = 980.6199 gals.).
 LJ0226
 LJ0226.The modeled gravity was interpolated from observed gravity values.
 LJ0226
 LJ0226;                    North         East    Units  Estimated Accuracy
 LJ0226;SPC NE       -    24,855.8     369,192.5     MT  (+/- 3 meters HH1 GPS) 
 LJ0226
 LJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8392136019(NAD 83)
 LJ0226
 LJ0226                          SUPERSEDED SURVEY CONTROL
 LJ0226
 LJ0226  NGVD 29 (??/??/92)  907.160  (m)         2976.24   (f) ADJ UNCH    1 2
 LJ0226
 LJ0226.Superseded values are not recommended for survey control.
 LJ0226
 LJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0226.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0226
 LJ0226_MARKER: DB = BENCH MARK DISK
 LJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0226_STAMPING: 2976.241 W 26 1933
 LJ0226_MARK LOGO: CGS
 LJ0226_PROJECTION: RECESSED 10 CENTIMETERS
 LJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0226+STABILITY: SURFACE MOTION
 LJ0226
 LJ0226  HISTORY     - Date     Condition        Report By
 LJ0226  HISTORY     - 1933     MONUMENTED       CGS
 LJ0226  HISTORY     - 1960     MARK NOT FOUND   USGS
 LJ0226
 LJ0226                          STATION DESCRIPTION
 LJ0226
 LJ0226'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LJ0226'AT BENKELMAN.
 LJ0226'AT BENKELMAN, DUNDY COUNTY, 68 FEET WEST OF THE WEST SIDE OF
 LJ0226'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 2 FEET
 LJ0226'SOUTH OF THE STATION PLATFORM, AT A PARK, 32 FEET NORTH OF THE
 LJ0226'NORTH RAIL OF A SIDETRACK, AND 20 FEET SOUTH OF THE SOUTH RAIL
 LJ0226'OF THE MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A
 LJ0226'CONCRETE POST 4 INCHES BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0606 ***********************************************************************
 LF0606  DESIGNATION -  W 260
 LF0606  PID         -  LF0606
 LF0606  STATE/COUNTY-  NE/RICHARDSON
 LF0606  COUNTRY     -  US
 LF0606  USGS QUAD   -  VERDON (2017)
 LF0606
 LF0606                         *CURRENT SURVEY CONTROL
 LF0606  ______________________________________________________________________
 LF0606* NAD 83(1986) POSITION- 40 13 58.     (N) 095 40 59.     (W)   SCALED
 LF0606* NAVD 88 ORTHO HEIGHT -   340.077 (meters)     1115.74  (feet) ADJUSTED
 LF0606  ______________________________________________________________________
 LF0606  GEOID HEIGHT    -        -30.120 (meters)                     GEOID18
 LF0606  DYNAMIC HEIGHT  -        339.889 (meters)     1115.12  (feet) COMP
 LF0606  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 LF0606
 LF0606  VERT ORDER      -  SECOND    CLASS 0
 LF0606
 LF0606.The horizontal coordinates were scaled from a map and have
 LF0606.an estimated accuracy of +/- 6 seconds.
 LF0606
 LF0606.The orthometric height was determined by differential leveling and
 LF0606.adjusted by the NATIONAL GEODETIC SURVEY
 LF0606.in June 1991.
 LF0606
 LF0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0606.GEOID18 height accuracy estimate available here.
 LF0606
 LF0606.Click photographs - Photos may exist for this station.
 LF0606
 LF0606.The dynamic height is computed by dividing the NAVD 88
 LF0606.geopotential number by the normal gravity value computed on the
 LF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0606.degrees latitude (g = 980.6199 gals.).
 LF0606
 LF0606.The modeled gravity was interpolated from observed gravity values.
 LF0606
 LF0606;                    North         East    Units  Estimated Accuracy
 LF0606;SPC NE       -    53,520.      867,200.      MT  (+/- 180 meters Scaled)
 LF0606
 LF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE717570(NAD 83)
 LF0606
 LF0606                          SUPERSEDED SURVEY CONTROL
 LF0606
 LF0606  NGVD 29 (??/??/92)  339.999  (m)         1115.48   (f) ADJ UNCH    2 0
 LF0606
 LF0606.Superseded values are not recommended for survey control.
 LF0606
 LF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0606.See file dsdata.pdf to determine how the superseded data were derived.
 LF0606
 LF0606_MARKER: DB = BENCH MARK DISK
 LF0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0606_STAMPING: W 260 1947
 LF0606_MARK LOGO: CGS
 LF0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0606+STABILITY: SURFACE MOTION
 LF0606
 LF0606  HISTORY     - Date     Condition        Report By
 LF0606  HISTORY     - 1947     MONUMENTED       CGS
 LF0606
 LF0606                          STATION DESCRIPTION
 LF0606
 LF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0606'AT SHUBERT.
 LF0606'AT SHUBERT, 0.4 MILE SOUTH ALONG MAIN STREET FROM THE SCHOOL AND
 LF0606'AT THE SOUTH END OF MAIN STREET, 115.0 FEET WEST OF THE CENTER
 LF0606'OF MAIN STREET, 33.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LF0606'NO. 62, 14.0 FEET SOUTH OF THE SOUTH CONCRETE CURB OF THE
 LF0606'HIGHWAY, 12.0 FEET SOUTH OF A POWER LINE POLE, 1.8 FOOT EAST OF A
 LF0606'REFERENCE POST, 0.5 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 LF0606'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY
 LF0606'AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0862 ***********************************************************************
 NM0862  DESIGNATION -  W 261
 NM0862  PID         -  NM0862
 NM0862  STATE/COUNTY-  NE/DAKOTA
 NM0862  COUNTRY     -  US
 NM0862  USGS QUAD   -  WATERBURY (2017)
 NM0862
 NM0862                         *CURRENT SURVEY CONTROL
 NM0862  ______________________________________________________________________
 NM0862* NAD 83(1986) POSITION- 42 29 10.     (N) 096 38 41.     (W)   SCALED
 NM0862* NAVD 88 ORTHO HEIGHT -   359.836 (meters)     1180.56  (feet) ADJUSTED
 NM0862  ______________________________________________________________________
 NM0862  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM0862  DYNAMIC HEIGHT  -        359.722 (meters)     1180.19  (feet) COMP
 NM0862  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 NM0862
 NM0862  VERT ORDER      -  SECOND    CLASS 0
 NM0862
 NM0862.The horizontal coordinates were scaled from a map and have
 NM0862.an estimated accuracy of +/- 6 seconds.
 NM0862
 NM0862.The orthometric height was determined by differential leveling and
 NM0862.adjusted by the NATIONAL GEODETIC SURVEY
 NM0862.in June 1991.
 NM0862
 NM0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0862.GEOID18 height accuracy estimate available here.
 NM0862
 NM0862.Click photographs - Photos may exist for this station.
 NM0862
 NM0862.The dynamic height is computed by dividing the NAVD 88
 NM0862.geopotential number by the normal gravity value computed on the
 NM0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0862.degrees latitude (g = 980.6199 gals.).
 NM0862
 NM0862.The modeled gravity was interpolated from observed gravity values.
 NM0862
 NM0862;                    North         East    Units  Estimated Accuracy
 NM0862;SPC NE       -   299,890.      775,740.      MT  (+/- 180 meters Scaled)
 NM0862
 NM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN935064(NAD 83)
 NM0862
 NM0862                          SUPERSEDED SURVEY CONTROL
 NM0862
 NM0862  NGVD 29 (??/??/92)  359.665  (m)         1180.00   (f) ADJ UNCH    2 0
 NM0862
 NM0862.Superseded values are not recommended for survey control.
 NM0862
 NM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0862.See file dsdata.pdf to determine how the superseded data were derived.
 NM0862
 NM0862_MARKER: DB = BENCH MARK DISK
 NM0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0862_STAMPING: W 261 1948
 NM0862_MARK LOGO: CGS
 NM0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0862+STABILITY: SURFACE MOTION
 NM0862
 NM0862  HISTORY     - Date     Condition        Report By
 NM0862  HISTORY     - 1948     MONUMENTED       CGS
 NM0862  HISTORY     - 1966     GOOD             USGS
 NM0862  HISTORY     - 1966     GOOD             USGS
 NM0862  HISTORY     - 20201020 MARK NOT FOUND   NEGS
 NM0862
 NM0862                          STATION DESCRIPTION
 NM0862
 NM0862'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0862'1.1 MI NW FROM WILLIS.
 NM0862'1.1 MI. NW ALONG STATE HWY. 12 FROM THE JCT. WITH U.S. HWY 20 AT
 NM0862'WILLIS, ON THE SSW SIDE OF THE HWY. AT THE FARMHOUSE OF JACK
 NM0862'RYAN, 30.0 FT. SSW OF THE CENTERLINE OF THE HWY. 60 FT. NW (ALONG
 NM0862'HWY. AND 30 FT. SW NORMAL TO THE HWY.) FROM CENTERLINE OF HWY.
 NM0862'AT PRIVATE DRIVE NE., 24 FT. WNW OF THE W. END OF A STEEL CUL.
 NM0862'1.0 FT. SSE OF A FA., SET IN THE TOP OF A CONC. POST PROJECTING
 NM0862'0.4 FT. ABOVE THE GROUND, STD. DISK STAMPED W-261, 1948.
 NM0862
 NM0862                          STATION RECOVERY (1966)
 NM0862
 NM0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0862'RECOVERED IN GOOD CONDITION.
 NM0862
 NM0862                          STATION RECOVERY (2020)
 NM0862
 NM0862'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0862'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1585 ***********************************************************************
 NM1585  DESIGNATION -  W 261 RESET
 NM1585  PID         -  NM1585
 NM1585  STATE/COUNTY-  NE/DAKOTA
 NM1585  COUNTRY     -  US
 NM1585  USGS QUAD   -  WATERBURY (2017)
 NM1585
 NM1585                         *CURRENT SURVEY CONTROL
 NM1585  ______________________________________________________________________
 NM1585* NAD 83(1986) POSITION- 42 29 10.     (N) 096 38 41.     (W)   SCALED
 NM1585* NAVD 88 ORTHO HEIGHT -   359.52  (+/-2cm)     1179.5   (feet) VERTCON
 NM1585  ______________________________________________________________________
 NM1585  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1585  VERT ORDER      -  THIRD (See Below)
 NM1585
 NM1585.The horizontal coordinates were scaled from a map and have
 NM1585.an estimated accuracy of +/- 6 seconds.
 NM1585
 NM1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1585
 NM1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1585.GEOID18 height accuracy estimate available here.
 NM1585
 NM1585.The vertical order pertains to the NGVD 29 superseded value.
 NM1585
 NM1585.Click photographs - Photos may exist for this station.
 NM1585
 NM1585;                    North         East    Units  Estimated Accuracy
 NM1585;SPC NE       -   299,890.      775,740.      MT  (+/- 180 meters Scaled)
 NM1585
 NM1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN935064(NAD 83)
 NM1585
 NM1585                          SUPERSEDED SURVEY CONTROL
 NM1585
 NM1585  NGVD 29 (01/31/13)  359.35   (m)         1179.0    (f) RESET       3  
 NM1585
 NM1585.Superseded values are not recommended for survey control.
 NM1585
 NM1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1585.See file dsdata.pdf to determine how the superseded data were derived.
 NM1585
 NM1585_MARKER: DV = VERTICAL CONTROL DISK
 NM1585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NM1585+WITH SETTING: INFORMATION.
 NM1585_STAMPING: W 261 RESET 1975
 NM1585_MARK LOGO: NGS
 NM1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1585
 NM1585  HISTORY     - Date     Condition        Report By
 NM1585  HISTORY     - 1975     MONUMENTED       NGS
 NM1585  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM1585
 NM1585                          STATION DESCRIPTION
 NM1585
 NM1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1585'1.3 MI NW FROM WILLIS.
 NM1585'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 NM1585'STATE HIGHWAY 12 AND U.S. HIGHWAY 20 AT THE VILLAGE OF WILLIS, 97.5
 NM1585'FEET SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 12, 2.6 FEET EAST OF A
 NM1585'POWER POLE, AND A 4-INCH CAST ALUMINUM BENCH MARK.
 NM1585
 NM1585                          STATION RECOVERY (2020)
 NM1585
 NM1585'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1585'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0675 ***********************************************************************
 NM0675  DESIGNATION -  W 262
 NM0675  PID         -  NM0675
 NM0675  STATE/COUNTY-  NE/DAKOTA
 NM0675  COUNTRY     -  US
 NM0675  USGS QUAD   -  JACKSON (2017)
 NM0675
 NM0675                         *CURRENT SURVEY CONTROL
 NM0675  ______________________________________________________________________
 NM0675* NAD 83(1986) POSITION- 42 25 23.     (N) 096 33 03.     (W)   SCALED
 NM0675* NAVD 88 ORTHO HEIGHT -   335.238 (meters)     1099.86  (feet) ADJUSTED
 NM0675  ______________________________________________________________________
 NM0675  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 NM0675  DYNAMIC HEIGHT  -        335.130 (meters)     1099.51  (feet) COMP
 NM0675  MODELED GRAVITY -    980,288.8   (mgal)                       NAVD 88
 NM0675
 NM0675  VERT ORDER      -  SECOND    CLASS 0
 NM0675
 NM0675.The horizontal coordinates were scaled from a map and have
 NM0675.an estimated accuracy of +/- 6 seconds.
 NM0675
 NM0675.The orthometric height was determined by differential leveling and
 NM0675.adjusted by the NATIONAL GEODETIC SURVEY
 NM0675.in June 1991.
 NM0675
 NM0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0675.GEOID18 height accuracy estimate available here.
 NM0675
 NM0675.Click photographs - Photos may exist for this station.
 NM0675
 NM0675.The dynamic height is computed by dividing the NAVD 88
 NM0675.geopotential number by the normal gravity value computed on the
 NM0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0675.degrees latitude (g = 980.6199 gals.).
 NM0675
 NM0675.The modeled gravity was interpolated from observed gravity values.
 NM0675
 NM0675;                    North         East    Units  Estimated Accuracy
 NM0675;SPC NE       -   293,200.      783,730.      MT  (+/- 180 meters Scaled)
 NM0675
 NM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM014996(NAD 83)
 NM0675
 NM0675                          SUPERSEDED SURVEY CONTROL
 NM0675
 NM0675  NGVD 29 (??/??/92)  335.076  (m)         1099.33   (f) ADJ UNCH    2 0
 NM0675
 NM0675.Superseded values are not recommended for survey control.
 NM0675
 NM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0675.See file dsdata.pdf to determine how the superseded data were derived.
 NM0675
 NM0675_MARKER: DB = BENCH MARK DISK
 NM0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0675_STAMPING: W 262 1948
 NM0675_MARK LOGO: CGS
 NM0675_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0675+STABILITY: SURFACE MOTION
 NM0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0675+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0675
 NM0675  HISTORY     - Date     Condition        Report By
 NM0675  HISTORY     - 1948     MONUMENTED       CGS
 NM0675  HISTORY     - 20200924 SEE DESCRIPTION  NEGS
 NM0675
 NM0675                          STATION DESCRIPTION
 NM0675
 NM0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0675'2.6 MI SE FROM JACKSON.
 NM0675'0.6 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0675'JACKSON, THENCE 0.75 MILE SOUTH ALONG A DIRT ROAD, THENCE
 NM0675'0.25 MILE EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG
 NM0675'A DIRT ROAD, IN THE SOUTHEAST QUARTER OF A ROAD CROSSING,
 NM0675'40.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 28.0
 NM0675'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16.0 FEET
 NM0675'SOUTH OF A CORNER FENCE POST, 0.8 FOOT WEST OF A FENCE, 2.0
 NM0675'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0675'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0675
 NM0675                          STATION RECOVERY (2020)
 NM0675
 NM0675'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0675'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 20 AND N. JOHN ST. IN
 NM0675'JACKSON, NE., GO EAST ON NE. HIGHWAY 20 FOR 0.4 MI (0.6 KM) TO THE
 NM0675'INTERSECTION OF HIGHWAY 20 AND KESLEY AVENUE.  TURN RIGHT (SOUTH) AND
 NM0675'GO 0.75 MI (1.21 KM) ON KESLEY AVENUE.  TURN LEFT (EAST) ON 160TH
 NM0675'STREET AND GO 0.25 MI (0.40 KM) TO THE INTERSECTION OF 160TH STREET
 NM0675'AND K AVENUE.  TURN RIGHT (SOUTH) AND GO 1.0 MI (1.6 KM) ON K AVENUE
 NM0675'TO THE INTERSECTION OF K AVENUE AND 170TH STREET.  MONUMENT IS IN THE
 NM0675'SOUTHEAST CORNER OF THIS INTERSECTION.  THE MARK IS 28.0 FT (8.5 M)
 NM0675'EAST OF THE CENTERLINE OF K AVENUE AND 40.0 FT (12.2 M) SOUTH OF 170TH
 NM0675'STREET.  MONUMENT WAS FOUND AND APPEARS TO HAVE BEEN DISTURBED BUT IS
 NM0675'STABLE.  SOME CONCRETE HAS BEEN BROKEN OFF AND THE FENCE LINE IN THE
 NM0675'DESCRIPTION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0470 ***********************************************************************
 LF0470  DESIGNATION -  W 267
 LF0470  PID         -  LF0470
 LF0470  STATE/COUNTY-  NE/RICHARDSON
 LF0470  COUNTRY     -  US
 LF0470  USGS QUAD   -  CORNING (2017)
 LF0470
 LF0470                         *CURRENT SURVEY CONTROL
 LF0470  ______________________________________________________________________
 LF0470* NAD 83(1986) POSITION- 40 08 42.     (N) 095 29 14.     (W)   SCALED
 LF0470* NAVD 88 ORTHO HEIGHT -   292.855 (meters)      960.81  (feet) ADJUSTED
 LF0470  ______________________________________________________________________
 LF0470  GEOID HEIGHT    -        -30.601 (meters)                     GEOID18
 LF0470  DYNAMIC HEIGHT  -        292.692 (meters)      960.27  (feet) COMP
 LF0470  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LF0470
 LF0470  VERT ORDER      -  SECOND    CLASS 0
 LF0470
 LF0470.The horizontal coordinates were scaled from a map and have
 LF0470.an estimated accuracy of +/- 6 seconds.
 LF0470
 LF0470.The orthometric height was determined by differential leveling and
 LF0470.adjusted by the NATIONAL GEODETIC SURVEY
 LF0470.in June 1991.
 LF0470
 LF0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0470.GEOID18 height accuracy estimate available here.
 LF0470
 LF0470.Click photographs - Photos may exist for this station.
 LF0470
 LF0470.The dynamic height is computed by dividing the NAVD 88
 LF0470.geopotential number by the normal gravity value computed on the
 LF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0470.degrees latitude (g = 980.6199 gals.).
 LF0470
 LF0470.The modeled gravity was interpolated from observed gravity values.
 LF0470
 LF0470;                    North         East    Units  Estimated Accuracy
 LF0470;SPC NE       -    44,640.      884,350.      MT  (+/- 180 meters Scaled)
 LF0470
 LF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE881468(NAD 83)
 LF0470
 LF0470                          SUPERSEDED SURVEY CONTROL
 LF0470
 LF0470  NGVD 29 (??/??/92)  292.785  (m)          960.58   (f) ADJ UNCH    2 0
 LF0470
 LF0470.Superseded values are not recommended for survey control.
 LF0470
 LF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0470.See file dsdata.pdf to determine how the superseded data were derived.
 LF0470
 LF0470_MARKER: DB = BENCH MARK DISK
 LF0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0470_STAMPING: W 267 1947
 LF0470_MARK LOGO: CGS
 LF0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0470+STABILITY: SURFACE MOTION
 LF0470
 LF0470  HISTORY     - Date     Condition        Report By
 LF0470  HISTORY     - 1947     MONUMENTED       CGS
 LF0470
 LF0470                          STATION DESCRIPTION
 LF0470
 LF0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0470'11.9 MI E FROM VERDON.
 LF0470'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 6.3 MILES EAST ALONG
 LF0470'A GRAVEL AND DIRT ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0470'AT VERDON, 0.25 MILE WEST OF A NORTH-SOUTH CROSS ROAD, 103.0 FEET
 LF0470'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER A CREEK,
 LF0470'83.5 FEET EAST OF THE EAST SIDE OF A 3 1/2-FOOT ELM TREE, 61.0
 LF0470'FEET NORTH OF THE CENTER OF THE MAIN ROAD, 34.7 FEET NORTH OF A
 LF0470'POWER LINE POLE, 13.0 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 LF0470'LEADING NORTH TO A FARM HOUSE, 5.2 FEET NORTH OF A TELEPHONE POLE,
 LF0470'1.5 FOOT NORTH OF A REFERENCE POST, 0.4 FOOT WEST OF A NORTH-SOUTH
 LF0470'FENCE LINE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD
 LF0470'AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0210 ***********************************************************************
 LH0210  DESIGNATION -  W 268
 LH0210  PID         -  LH0210
 LH0210  STATE/COUNTY-  NE/NUCKOLLS
 LH0210  COUNTRY     -  US
 LH0210  USGS QUAD   -  BOSTWICK (2017)
 LH0210
 LH0210                         *CURRENT SURVEY CONTROL
 LH0210  ______________________________________________________________________
 LH0210* NAD 83(1986) POSITION- 40 02 19.     (N) 098 10 01.     (W)   SCALED
 LH0210* NAVD 88 ORTHO HEIGHT -   485.316 (meters)     1592.24  (feet) ADJUSTED
 LH0210  ______________________________________________________________________
 LH0210  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 LH0210  DYNAMIC HEIGHT  -        485.032 (meters)     1591.31  (feet) COMP
 LH0210  MODELED GRAVITY -    980,025.2   (mgal)                       NAVD 88
 LH0210
 LH0210  VERT ORDER      -  FIRST     CLASS II
 LH0210
 LH0210.The horizontal coordinates were scaled from a map and have
 LH0210.an estimated accuracy of +/- 6 seconds.
 LH0210
 LH0210.The orthometric height was determined by differential leveling and
 LH0210.adjusted by the NATIONAL GEODETIC SURVEY
 LH0210.in June 1991.
 LH0210
 LH0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0210.GEOID18 height accuracy estimate available here.
 LH0210
 LH0210.Click photographs - Photos may exist for this station.
 LH0210
 LH0210.The dynamic height is computed by dividing the NAVD 88
 LH0210.geopotential number by the normal gravity value computed on the
 LH0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0210.degrees latitude (g = 980.6199 gals.).
 LH0210
 LH0210.The modeled gravity was interpolated from observed gravity values.
 LH0210
 LH0210;                    North         East    Units  Estimated Accuracy
 LH0210;SPC NE       -    24,450.      656,430.      MT  (+/- 180 meters Scaled)
 LH0210
 LH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK710323(NAD 83)
 LH0210
 LH0210                          SUPERSEDED SURVEY CONTROL
 LH0210
 LH0210  NGVD 29 (??/??/92)  485.134  (m)         1591.64   (f) ADJ UNCH    1 2
 LH0210
 LH0210.Superseded values are not recommended for survey control.
 LH0210
 LH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0210.See file dsdata.pdf to determine how the superseded data were derived.
 LH0210
 LH0210_MARKER: DB = BENCH MARK DISK
 LH0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0210_STAMPING: W 268 1947
 LH0210_MARK LOGO: CGS
 LH0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0210+STABILITY: SURFACE MOTION
 LH0210
 LH0210  HISTORY     - Date     Condition        Report By
 LH0210  HISTORY     - 1947     MONUMENTED       CGS
 LH0210
 LH0210                          STATION DESCRIPTION
 LH0210
 LH0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0210'1 MI E FROM BOSTWICK.
 LH0210'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0210'FROM THE STATION AT BOSTWICK, 0.35 MILE WEST OF THE CROSSING
 LH0210'OF A NORTH-SOUTH DIRT ROAD, 275.5 FEET EAST OF AND ACROSS THE
 LH0210'TRACK FROM A SIGN WHICH IS LETTERED BOSTWICK AND WHICH ALSO
 LH0210'SERVES AS MILEPOST NO. 176, 33.7 FEET SOUTH OF THE SOUTH RAIL
 LH0210'OF THE TRACK, 10.6 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 LH0210'5.0 FEET WEST OF A TELEPHONE POLE WHICH IS THE SECOND POLE WEST
 LH0210'OF ONE GUY WIRE BRACED TELEPHONE POLE AND ALSO THE SECOND POLE
 LH0210'EAST OF ANOTHER GUY WIRE BRACED TELEPHONE POLE, 2.5 FEET EAST
 LH0210'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW
 LH0210'THE TRACK AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0048 ***********************************************************************
 LH0048  DESIGNATION -  W 269
 LH0048  PID         -  LH0048
 LH0048  STATE/COUNTY-  NE/HALL
 LH0048  COUNTRY     -  US
 LH0048  USGS QUAD   -  DONIPHAN (2017)
 LH0048
 LH0048                         *CURRENT SURVEY CONTROL
 LH0048  ______________________________________________________________________
 LH0048* NAD 83(1986) POSITION- 40 51 32.     (N) 098 22 05.     (W)   SCALED
 LH0048* NAVD 88 ORTHO HEIGHT -   569.268 (meters)     1867.67  (feet) ADJUSTED
 LH0048  ______________________________________________________________________
 LH0048  GEOID HEIGHT    -        -25.055 (meters)                     GEOID18
 LH0048  DYNAMIC HEIGHT  -        568.966 (meters)     1866.68  (feet) COMP
 LH0048  MODELED GRAVITY -    980,074.7   (mgal)                       NAVD 88
 LH0048
 LH0048  VERT ORDER      -  FIRST     CLASS II
 LH0048
 LH0048.The horizontal coordinates were scaled from a map and have
 LH0048.an estimated accuracy of +/- 6 seconds.
 LH0048
 LH0048.The orthometric height was determined by differential leveling and
 LH0048.adjusted by the NATIONAL GEODETIC SURVEY
 LH0048.in June 1991.
 LH0048
 LH0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0048.GEOID18 height accuracy estimate available here.
 LH0048
 LH0048.Click photographs - Photos may exist for this station.
 LH0048
 LH0048.The dynamic height is computed by dividing the NAVD 88
 LH0048.geopotential number by the normal gravity value computed on the
 LH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0048.degrees latitude (g = 980.6199 gals.).
 LH0048
 LH0048.The modeled gravity was interpolated from observed gravity values.
 LH0048
 LH0048;                    North         East    Units  Estimated Accuracy
 LH0048;SPC NE       -   115,160.      637,550.      MT  (+/- 180 meters Scaled)
 LH0048
 LH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532232(NAD 83)
 LH0048
 LH0048                          SUPERSEDED SURVEY CONTROL
 LH0048
 LH0048  NGVD 29 (02/14/92)  569.020  (m)         1866.86   (f) ADJUSTED    1 2
 LH0048  NGVD 29 (??/??/87)  569.025  (m)         1866.88   (f) SUPERSEDED  1 2
 LH0048
 LH0048.Superseded values are not recommended for survey control.
 LH0048
 LH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0048.See file dsdata.pdf to determine how the superseded data were derived.
 LH0048
 LH0048_MARKER: DB = BENCH MARK DISK
 LH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0048_STAMPING: W 269 1947
 LH0048_MARK LOGO: CGS
 LH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0048+STABILITY: SURFACE MOTION
 LH0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0048+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0048
 LH0048  HISTORY     - Date     Condition        Report By
 LH0048  HISTORY     - 1947     MONUMENTED       CGS
 LH0048  HISTORY     - 19910924 GOOD             NGS
 LH0048
 LH0048                          STATION DESCRIPTION
 LH0048
 LH0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0048'5.4 MI S FROM GRAND ISLAND.
 LH0048'5.4 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0048'AT GRAND ISLAND, AT A ROAD CROSSING, 125.7 FEET NORTHEAST OF
 LH0048'A POWER LINE JUNCTION POLE AT THE NORTHWEST ANGLE OF THE CROSSING,
 LH0048'114.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45.4 FEET
 LH0048'EAST OF THE EAST RAIL, 8.2 FEET EAST OF THE ELEVENTH POLE NORTH
 LH0048'OF MILEPOST 246, 3.0 FEET SOUTH OF A REFERENCE POST, 1.5 FEET
 LH0048'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0048'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0048
 LH0048                          STATION RECOVERY (1991)
 LH0048
 LH0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0048'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0048'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI) EASTERLY
 LH0048'ALONG WILDWOOD AVENUE, 40.0 M (131.2 FT) NORTHEAST OF A UTILITY POLE,
 LH0048'33.7 M (110.6 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 LH0048'DRIVE, 23.4 M (76.8 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH 4 GUY
 LH0048'CABLES, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 LH0048'MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0273 ***********************************************************************
 NO0273  DESIGNATION -  W 27
 NO0273  PID         -  NO0273
 NO0273  STATE/COUNTY-  NE/CHERRY
 NO0273  COUNTRY     -  US
 NO0273  USGS QUAD   -  WHITMAN NW (2017)
 NO0273
 NO0273                         *CURRENT SURVEY CONTROL
 NO0273  ______________________________________________________________________
 NO0273* NAD 83(1986) POSITION- 42 11 59.55   (N) 101 44 21.15   (W)   HD_HELD1
 NO0273* NAVD 88 ORTHO HEIGHT -  1135.975 (meters)     3726.94  (feet) ADJUSTED
 NO0273  ______________________________________________________________________
 NO0273  GEOID HEIGHT    -        -19.160 (meters)                     GEOID18
 NO0273  DYNAMIC HEIGHT  -       1135.366 (meters)     3724.95  (feet) COMP
 NO0273  MODELED GRAVITY -    980,046.1   (mgal)                       NAVD 88
 NO0273
 NO0273  VERT ORDER      -  SECOND    CLASS 0
 NO0273
 NO0273.The horizontal coordinates were determined by differentially corrected
 NO0273.hand held GPS observations or other comparable positioning techniques
 NO0273.and have an estimated accuracy of +/- 3 meters.
 NO0273
 NO0273.The orthometric height was determined by differential leveling and
 NO0273.adjusted by the NATIONAL GEODETIC SURVEY
 NO0273.in June 1991.
 NO0273
 NO0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0273.GEOID18 height accuracy estimate available here.
 NO0273
 NO0273.Click photographs - Photos may exist for this station.
 NO0273
 NO0273.The dynamic height is computed by dividing the NAVD 88
 NO0273.geopotential number by the normal gravity value computed on the
 NO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0273.degrees latitude (g = 980.6199 gals.).
 NO0273
 NO0273.The modeled gravity was interpolated from observed gravity values.
 NO0273
 NO0273;                    North         East    Units  Estimated Accuracy
 NO0273;SPC NE       -   264,197.1     356,405.3     MT  (+/- 3 meters HH1 GPS) 
 NO0273
 NO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7384875601(NAD 83)
 NO0273
 NO0273                          SUPERSEDED SURVEY CONTROL
 NO0273
 NO0273  NGVD 29 (??/??/92) 1135.508  (m)         3725.41   (f) ADJ UNCH    2 0
 NO0273
 NO0273.Superseded values are not recommended for survey control.
 NO0273
 NO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0273.See file dsdata.pdf to determine how the superseded data were derived.
 NO0273
 NO0273_MARKER: DB = BENCH MARK DISK
 NO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0273_STAMPING: W 27 1934
 NO0273_MARK LOGO: CGS
 NO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0273+STABILITY: SURFACE MOTION
 NO0273
 NO0273  HISTORY     - Date     Condition        Report By
 NO0273  HISTORY     - 1934     MONUMENTED       CGS
 NO0273  HISTORY     - 1948     GOOD             CGS
 NO0273  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0273
 NO0273                          STATION DESCRIPTION
 NO0273
 NO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0273'16.3 MI N FROM HYANNIS.
 NO0273'IN CHERRY COUNTY, 16.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0273'HYANNIS, GRANT COUNTY, 70 YARDS EAST OF THE CENTERLINE OF THE
 NO0273'ENTRANCE TO A RANCH HOUSE, AND 3 FEET NORTHWEST OF A CORNER
 NO0273'FENCE POST.  A STANDARD DISK, STAMPED W 27 1934 AND SET IN THE
 NO0273'TOP OF A CONCRETE POST.  13.8 MILES (AIR LINE) NORTH OF HYANNIS
 NO0273'0.15 MILES NORTH OF CORNER SECS. 27, 28, 33, AND 34, T. 26 N.,
 NO0273'R. 38 W., AT ROTHWELL RANCH, 214 FEET EAST OF SOUTHEAST CORNER
 NO0273'OF GARAGE, 52 FEET WEST OF RANCH ROAD, NORTH, 39 FEET WEST
 NO0273'OF CORNER OF FENCES NORTH AND WEST.
 NO0273
 NO0273                          STATION RECOVERY (1985)
 NO0273
 NO0273'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1419 ***********************************************************************
 NM1419  DESIGNATION -  W 270
 NM1419  PID         -  NM1419
 NM1419  STATE/COUNTY-  NE/KNOX
 NM1419  COUNTRY     -  US
 NM1419  USGS QUAD   -  TABOR SE (2017)
 NM1419
 NM1419                         *CURRENT SURVEY CONTROL
 NM1419  ______________________________________________________________________
 NM1419* NAD 83(1986) POSITION- 42 49 08.     (N) 097 36 46.     (W)   SCALED
 NM1419* NAVD 88 ORTHO HEIGHT -   448.524 (meters)     1471.53  (feet) ADJUSTED
 NM1419  ______________________________________________________________________
 NM1419  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 NM1419  DYNAMIC HEIGHT  -        448.386 (meters)     1471.08  (feet) COMP
 NM1419  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 NM1419
 NM1419  VERT ORDER      -  SECOND    CLASS 0
 NM1419
 NM1419.The horizontal coordinates were scaled from a map and have
 NM1419.an estimated accuracy of +/- 6 seconds.
 NM1419
 NM1419.The orthometric height was determined by differential leveling and
 NM1419.adjusted by the NATIONAL GEODETIC SURVEY
 NM1419.in June 1991.
 NM1419
 NM1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1419.GEOID18 height accuracy estimate available here.
 NM1419
 NM1419.Click photographs - Photos may exist for this station.
 NM1419
 NM1419.The dynamic height is computed by dividing the NAVD 88
 NM1419.geopotential number by the normal gravity value computed on the
 NM1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1419.degrees latitude (g = 980.6199 gals.).
 NM1419
 NM1419.The modeled gravity was interpolated from observed gravity values.
 NM1419
 NM1419;                    North         East    Units  Estimated Accuracy
 NM1419;SPC NE       -   334,200.      695,190.      MT  (+/- 180 meters Scaled)
 NM1419
 NM1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN134416(NAD 83)
 NM1419
 NM1419                          SUPERSEDED SURVEY CONTROL
 NM1419
 NM1419  NGVD 29 (??/??/92)  448.308  (m)         1470.82   (f) ADJ UNCH    2 0
 NM1419
 NM1419.Superseded values are not recommended for survey control.
 NM1419
 NM1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1419.See file dsdata.pdf to determine how the superseded data were derived.
 NM1419
 NM1419_MARKER: DB = BENCH MARK DISK
 NM1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1419_STAMPING: W 270 1949
 NM1419_MARK LOGO: CGS
 NM1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1419+STABILITY: SURFACE MOTION
 NM1419
 NM1419  HISTORY     - Date     Condition        Report By
 NM1419  HISTORY     - 1949     MONUMENTED       CGS
 NM1419
 NM1419                          STATION DESCRIPTION
 NM1419
 NM1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1419'16 MI NW FROM CROFTON.
 NM1419'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1419'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1419'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1419'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1419'MILE WEST 0.3 MILE SOUTH AND 1.2 MILES WEST ALONG A DIRT ROAD,
 NM1419'THENCE 0.2 MILE NORTH 0.4 MILE WEST 1.2 MILES SOUTH ALONG A
 NM1419'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG
 NM1419'A DIRT ROAD, 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NM1419'HERRICK SCHOOLHOUSE, 44 FEET SOUTH OF THE CENTER LINE OF AN
 NM1419'EAST-WEST ROAD, 24 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM1419'ROAD, 17 FEET NORTH OF A RED CEDAR TREE, 13 FEET EAST OF A FLAG
 NM1419'POLE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM1419'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1385 ***********************************************************************
 NM1385  DESIGNATION -  W 271
 NM1385  PID         -  NM1385
 NM1385  STATE/COUNTY-  NE/KNOX
 NM1385  COUNTRY     -  US
 NM1385  USGS QUAD   -  SANTEE (2017)
 NM1385
 NM1385                         *CURRENT SURVEY CONTROL
 NM1385  ______________________________________________________________________
 NM1385* NAD 83(1986) POSITION- 42 48 30.     (N) 097 51 19.     (W)   SCALED
 NM1385* NAVD 88 ORTHO HEIGHT -   504.045 (meters)     1653.69  (feet) ADJUSTED
 NM1385  ______________________________________________________________________
 NM1385  GEOID HEIGHT    -        -25.885 (meters)                     GEOID18
 NM1385  DYNAMIC HEIGHT  -        503.875 (meters)     1653.13  (feet) COMP
 NM1385  MODELED GRAVITY -    980,268.2   (mgal)                       NAVD 88
 NM1385
 NM1385  VERT ORDER      -  SECOND    CLASS 0
 NM1385
 NM1385.The horizontal coordinates were scaled from a map and have
 NM1385.an estimated accuracy of +/- 6 seconds.
 NM1385
 NM1385.The orthometric height was determined by differential leveling and
 NM1385.adjusted by the NATIONAL GEODETIC SURVEY
 NM1385.in June 1991.
 NM1385
 NM1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1385.GEOID18 height accuracy estimate available here.
 NM1385
 NM1385.Click photographs - Photos may exist for this station.
 NM1385
 NM1385.The dynamic height is computed by dividing the NAVD 88
 NM1385.geopotential number by the normal gravity value computed on the
 NM1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1385.degrees latitude (g = 980.6199 gals.).
 NM1385
 NM1385.The modeled gravity was interpolated from observed gravity values.
 NM1385
 NM1385;                    North         East    Units  Estimated Accuracy
 NM1385;SPC NE       -   332,510.      675,390.      MT  (+/- 180 meters Scaled)
 NM1385
 NM1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN935401(NAD 83)
 NM1385
 NM1385                          SUPERSEDED SURVEY CONTROL
 NM1385
 NM1385  NGVD 29 (??/??/92)  503.822  (m)         1652.96   (f) ADJ UNCH    2 0
 NM1385
 NM1385.Superseded values are not recommended for survey control.
 NM1385
 NM1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1385.See file dsdata.pdf to determine how the superseded data were derived.
 NM1385
 NM1385_MARKER: DB = BENCH MARK DISK
 NM1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1385_STAMPING: W 271 1949
 NM1385_MARK LOGO: CGS
 NM1385_PROJECTION: FLUSH
 NM1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1385+STABILITY: SURFACE MOTION
 NM1385
 NM1385  HISTORY     - Date     Condition        Report By
 NM1385  HISTORY     - 1949     MONUMENTED       CGS
 NM1385  HISTORY     - 1970     GOOD             NGS
 NM1385
 NM1385                          STATION DESCRIPTION
 NM1385
 NM1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1385'2.4 MI SW FROM SANTEE.
 NM1385'ABOUT 2.45 MILES SOUTHWEST ALONG A NEW SURFACED ROAD FROM THE
 NM1385'COMMUNITY HALL AT SANTEE, 103.5 FEET SOUTHWEST OF A T-FENCE
 NM1385'CORNER POST, 14.5 FEET WEST OF A FENCE, 42 FEET SOUTHEAST OF
 NM1385'THE CENTER OF THE NEW SURFACED ROAD, 1 FOOT NORTH OF A METAL
 NM1385'WITNESS POST, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1052 ***********************************************************************
 NM1052  CBN         -  This is a Cooperative Base Network Control Station.
 NM1052  DESIGNATION -  W 272
 NM1052  PID         -  NM1052
 NM1052  STATE/COUNTY-  NE/CEDAR
 NM1052  COUNTRY     -  US
 NM1052  USGS QUAD   -  SAINT HELENA (2017)
 NM1052
 NM1052                         *CURRENT SURVEY CONTROL
 NM1052  ______________________________________________________________________
 NM1052* NAD 83(2011) POSITION- 42 47 13.54642(N) 097 13 10.35979(W)   ADJUSTED
 NM1052* NAD 83(2011) ELLIP HT-   367.408 (meters)        (06/27/12)   ADJUSTED
 NM1052* NAD 83(2011) EPOCH   -  2010.00
 NM1052* NAVD 88 ORTHO HEIGHT -   392.924 (meters)     1289.12  (feet) ADJUSTED
 NM1052  ______________________________________________________________________
 NM1052  GEOID HEIGHT    -        -25.525 (meters)                     GEOID18
 NM1052  NAD 83(2011) X  -   -589,189.055 (meters)                     COMP
 NM1052  NAD 83(2011) Y  - -4,651,151.614 (meters)                     COMP
 NM1052  NAD 83(2011) Z  -  4,310,423.701 (meters)                     COMP
 NM1052  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 NM1052  DYNAMIC HEIGHT  -        392.809 (meters)     1288.74  (feet) COMP
 NM1052  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 NM1052
 NM1052  VERT ORDER      -  SECOND    CLASS 0
 NM1052
 NM1052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1052  Standards:
 NM1052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1052  -------------------------------------------------------------------
 NM1052  NETWORK    0.41   1.02           0.19   0.14   0.52      0.00621771
 NM1052  -------------------------------------------------------------------
 NM1052  Click here for local accuracies and other accuracy information.
 NM1052
 NM1052.The horizontal coordinates were established by GPS observations
 NM1052.and adjusted by the National Geodetic Survey in June 2012.
 NM1052
 NM1052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1052.been affixed to the stable North American tectonic plate. See 
 NM1052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1052
 NM1052.The horizontal coordinates are valid at the epoch date displayed above
 NM1052.which is a decimal equivalence of Year/Month/Day.
 NM1052
 NM1052.The orthometric height was determined by differential leveling and
 NM1052.adjusted by the NATIONAL GEODETIC SURVEY
 NM1052.in June 1991.
 NM1052
 NM1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1052.GEOID18 height accuracy estimate available here.
 NM1052
 NM1052.Click photographs - Photos may exist for this station.
 NM1052
 NM1052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1052
 NM1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1052
 NM1052.The ellipsoidal height was determined by GPS observations
 NM1052.and is referenced to NAD 83.
 NM1052
 NM1052.The dynamic height is computed by dividing the NAVD 88
 NM1052.geopotential number by the normal gravity value computed on the
 NM1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1052.degrees latitude (g = 980.6199 gals.).
 NM1052
 NM1052.The modeled gravity was interpolated from observed gravity values.
 NM1052
 NM1052. The following values were computed from the NAD 83(2011) position.
 NM1052
 NM1052;                    North         East     Units Scale Factor Converg.
 NM1052;SPC NE       -   331,628.243   727,442.419   MT  0.99990933   +1 50 33.4
 NM1052;SPC NE       - 1,088,016.99  2,386,617.34   sFT  0.99990933   +1 50 33.4
 NM1052;UTM  14      - 4,738,709.836   645,623.901   MT  0.99986090   +1 12 34.7
 NM1052
 NM1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1052!SPC NE       -   0.99994238  x   0.99990933  =   0.99985172
 NM1052!UTM  14      -   0.99994238  x   0.99986090  =   0.99980329
 NM1052
 NM1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4562338709(NAD 83)
 NM1052
 NM1052                          SUPERSEDED SURVEY CONTROL
 NM1052
 NM1052  NAD 83(2007)-  42 47 13.54637(N)    097 13 10.36057(W) AD(2002.00) 0
 NM1052  ELLIP H (02/10/07)  367.434  (m)                       GP(2002.00)    
 NM1052  ELLIP H (07/10/01)  367.408  (m)                       GP(       ) 4 1
 NM1052  NAD 83(1995)-  42 47 13.54632(N)    097 13 10.36026(W) AD(       ) B
 NM1052  ELLIP H (06/25/96)  367.466  (m)                       GP(       ) 1 1
 NM1052  NAVD 88             392.92   (m)         1289.1    (f) LEVELING    3  
 NM1052  NGVD 29 (??/??/92)  392.720  (m)         1288.45   (f) ADJ UNCH    2 0
 NM1052
 NM1052.Superseded values are not recommended for survey control.
 NM1052
 NM1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1052.See file dsdata.pdf to determine how the superseded data were derived.
 NM1052
 NM1052_MARKER: DB = BENCH MARK DISK
 NM1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1052_STAMPING: W 272 1949
 NM1052_MARK LOGO: CGS
 NM1052_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1052+STABILITY: SURFACE MOTION
 NM1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1052+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2021
 NM1052
 NM1052  HISTORY     - Date     Condition        Report By
 NM1052  HISTORY     - 1949     MONUMENTED       CGS
 NM1052  HISTORY     - 19950621 GOOD             NGS
 NM1052  HISTORY     - 19960611 GOOD             NGS
 NM1052  HISTORY     - 20000613 GOOD             NEDR
 NM1052  HISTORY     - 20210818 GOOD             NEGS
 NM1052
 NM1052                          STATION DESCRIPTION
 NM1052
 NM1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1052'3 MI SE FROM ST HELENA.
 NM1052'0.6 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH
 NM1052'AT ST. HELENA, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD,
 NM1052'THENCE 0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE
 NM1052'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A
 NM1052'GRADED DIRT ROAD, 158 FEET NORTH OF THE CENTER LINE OF AN
 NM1052'EAST-WEST ROAD, 28 FEET EAST OF THE CENTER LINE OF A T ROAD
 NM1052'LEADING NORTH, 97.0 FEET NORTH OF A FENCE CORNER POST, 1.4 FEET
 NM1052'WEST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN
 NM1052'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM1052'THE GROUND.
 NM1052
 NM1052                          STATION RECOVERY (1995)
 NM1052
 NM1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1052'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF WYNOT, 2.5 MI
 NM1052'(4.0 KM) SOUTHEAST OF SAINT HELENA, 1.5 MI (2.4 KM) SOUTHWEST OF THE
 NM1052'MISSOURI RIVER, ON THE EAST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND
 NM1052'IN THE SW1/4 OF THE SE1/4, SEC32, T33N, R2E.  TO REACH THE MARK FROM
 NM1052'THE CATHOLIC CHURCH IN SAINT HELENA, GO SOUTH ON STATE HIGHWAY 14H
 NM1052'SPUR FOR 1.6 MI (2.6 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 NM1052'EAST ON A GRAVELED ROAD FOR 1.5 MI (2.4 KM) TO A SIDE ROAD ON THE LEFT
 NM1052'AND THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE DISK IS
 NM1052'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 1 FT
 NM1052'(0.3 M) ABOVE THE GROUND.  IT IS 159.5 FT (48.6 M) NORTH OF THE
 NM1052'CENTERLINE OF THE EAST-WEST ROAD, 29.5 FT (9.0 M) EAST OF THE
 NM1052'CENTERLINE OF THE ROAD LEADING NORTH, 2.7 FT (0.8 M) NORTH-NORTHEAST
 NM1052'OF A CARSONITE WITNESS POST, 2.0 FT (0.6 M) SOUTH OF A WOODEN WITNESS
 NM1052'POST, 1.2 FT (0.4 M) WEST OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT 1.5
 NM1052'FT (0.5 M) LOWER THAN THE ROAD.
 NM1052
 NM1052                          STATION RECOVERY (1996)
 NM1052
 NM1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1052'RECOVERED AS DESCRIBED.
 NM1052
 NM1052                          STATION RECOVERY (2000)
 NM1052
 NM1052'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1052'RECOVERED AS DESCRIBED.
 NM1052
 NM1052                          STATION RECOVERY (2021)
 NM1052
 NM1052'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NM1052'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 12 AND NE. SPUR 14H (SPUR TO
 NM1052'ST. HELENA, NE.), GO NORTH ON SPUR 14H APPROXIMATELY 4.0 MI (6.4 KM)
 NM1052'TO THE INTERSECTION OF SPUR 14H AND 894TH ROAD.  TURN RIGHT AND GO
 NM1052'EAST APPROXIMATELY 1.50 MI (2.41 KM) TO THE T JUNCTION WITH 565
 NM1052'AVENUE.  TURN LEFT ON 565 AVENUE AND GO NORTH APPROXIMATELY 160' TO
 NM1052'MARK ON THE RIGHT (EAST).  THE MARK IS 2.7' NORTH NORTHEAST OF A
 NM1052'FIBERGLASS WITNESS POST, 1.1 FT (0.3 M) WEST OF A NORTH TO SOUTH FENCE
 NM1052'LINE AND 29.5 FT (9.0 M) EAST OF THE APPROXIMATELY CENTERLINE OF 565
 NM1052'AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0308 ***********************************************************************
 NN0308  DESIGNATION -  W 273
 NN0308  PID         -  NN0308
 NN0308  STATE/COUNTY-  NE/BOYD
 NN0308  COUNTRY     -  US
 NN0308  USGS QUAD   -  GROSS (2017)
 NN0308
 NN0308                         *CURRENT SURVEY CONTROL
 NN0308  ______________________________________________________________________
 NN0308* NAD 83(1986) POSITION- 42 54 04.70   (N) 098 35 04.20   (W)   HD_HELD1
 NN0308* NAVD 88 ORTHO HEIGHT -   521.439 (meters)     1710.75  (feet) ADJUSTED
 NN0308  ______________________________________________________________________
 NN0308  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 NN0308  DYNAMIC HEIGHT  -        521.251 (meters)     1710.14  (feet) COMP
 NN0308  MODELED GRAVITY -    980,245.8   (mgal)                       NAVD 88
 NN0308
 NN0308  VERT ORDER      -  SECOND    CLASS 0
 NN0308
 NN0308.The horizontal coordinates were determined by differentially corrected
 NN0308.hand held GPS observations or other comparable positioning techniques
 NN0308.and have an estimated accuracy of +/- 3 meters.
 NN0308
 NN0308.The orthometric height was determined by differential leveling and
 NN0308.adjusted by the NATIONAL GEODETIC SURVEY
 NN0308.in June 1991.
 NN0308
 NN0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0308.GEOID18 height accuracy estimate available here.
 NN0308
 NN0308.Click photographs - Photos may exist for this station.
 NN0308
 NN0308.The dynamic height is computed by dividing the NAVD 88
 NN0308.geopotential number by the normal gravity value computed on the
 NN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0308.degrees latitude (g = 980.6199 gals.).
 NN0308
 NN0308.The modeled gravity was interpolated from observed gravity values.
 NN0308
 NN0308;                    North         East    Units  Estimated Accuracy
 NN0308;SPC NE       -   341,603.6     615,595.6     MT  (+/- 3 meters HH1 GPS) 
 NN0308
 NN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3392049938(NAD 83)
 NN0308
 NN0308                          SUPERSEDED SURVEY CONTROL
 NN0308
 NN0308  NGVD 29 (??/??/92)  521.162  (m)         1709.85   (f) ADJ UNCH    2 0
 NN0308
 NN0308.Superseded values are not recommended for survey control.
 NN0308
 NN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0308.See file dsdata.pdf to determine how the superseded data were derived.
 NN0308
 NN0308_MARKER: DB = BENCH MARK DISK
 NN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0308_STAMPING: W 273 1949
 NN0308_MARK LOGO: CGS
 NN0308_PROJECTION: PROJECTING 27 CENTIMETERS
 NN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0308+STABILITY: SURFACE MOTION
 NN0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0308+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2021
 NN0308
 NN0308  HISTORY     - Date     Condition        Report By
 NN0308  HISTORY     - 1949     MONUMENTED       CGS
 NN0308  HISTORY     - 20211110 GOOD             NEGS
 NN0308
 NN0308                          STATION DESCRIPTION
 NN0308
 NN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0308'4 MI N FROM BRISTOW.
 NN0308'4.0 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0308'IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 183.0 FEET
 NN0308'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34.0 FEET EAST
 NN0308'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10.0 FEET NORTH
 NN0308'OF THE CENTER LINE OF THE WEST OR MAIN ENTRANCE TO A CEMETERY,
 NN0308'1.1 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 NN0308'AND LEVEL WITH THE GROUND.
 NN0308
 NN0308                          STATION RECOVERY (2021)
 NN0308
 NN0308'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (TD)
 NN0308'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 12 AND U.S. HIGHWAY 281
 NN0308'NORTH OF SPENCER, NE., GO NORTH ON U.S. HIGHWAY 281 APPROXIMATELY 1.55
 NN0308'MI (2.49 KM) TO A T INTERSECTION WITH COUNTY ROAD 902 (EAST).  TURN
 NN0308'RIGHT AND GO EAST ON CO.  ROAD 902 APPROXIMATELY 5.5 MI (8.8 KM) TO
 NN0308'CO.  ROAD 496.  TURN LEFT AND GO NORTH APPROXIMATELY 180' ON CO.  ROAD
 NN0308'496 TO THE MARK ON THE RIGHT (EAST).  THE MARK IS LOCATED NEAR
 NN0308'ENTRANCE TO THE TRINITY LUTHERAN CEMETERY, 2.0' NORTH OF THE NORTHWEST
 NN0308'CORNER OF THE NORTH CEMETERY ENTRANCE PILLAR, 0.5 FT (15 CM) WEST OF A
 NN0308'WHITE FENCE, 12.0 FT (3.7 M) NORTH OF THE CENTERLINE OF THE CEMETERY
 NN0308'ENTRANCE DRIVE AND 33.0 FT (10.1 M) WEST OF THE CENTERLINE OF CO.
 NN0308'ROAD 496.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0919 ***********************************************************************
 NM0919  DESIGNATION -  W 274
 NM0919  PID         -  NM0919
 NM0919  STATE/COUNTY-  NE/DIXON
 NM0919  COUNTRY     -  US
 NM0919  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0919
 NM0919                         *CURRENT SURVEY CONTROL
 NM0919  ______________________________________________________________________
 NM0919* NAD 83(1986) POSITION- 42 36 52.03   (N) 096 59 45.25   (W)   HD_HELD1
 NM0919* NAVD 88 ORTHO HEIGHT -   495.825 (meters)     1626.72  (feet) ADJUSTED
 NM0919  ______________________________________________________________________
 NM0919  GEOID HEIGHT    -        -25.384 (meters)                     GEOID18
 NM0919  DYNAMIC HEIGHT  -        495.659 (meters)     1626.17  (feet) COMP
 NM0919  MODELED GRAVITY -    980,271.2   (mgal)                       NAVD 88
 NM0919
 NM0919  VERT ORDER      -  SECOND    CLASS 0
 NM0919
 NM0919.The horizontal coordinates were determined by differentially corrected
 NM0919.hand held GPS observations or other comparable positioning techniques
 NM0919.and have an estimated accuracy of +/- 3 meters.
 NM0919
 NM0919.The orthometric height was determined by differential leveling and
 NM0919.adjusted by the NATIONAL GEODETIC SURVEY
 NM0919.in June 1991.
 NM0919
 NM0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0919.GEOID18 height accuracy estimate available here.
 NM0919
 NM0919.Click photographs - Photos may exist for this station.
 NM0919
 NM0919.The dynamic height is computed by dividing the NAVD 88
 NM0919.geopotential number by the normal gravity value computed on the
 NM0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0919.degrees latitude (g = 980.6199 gals.).
 NM0919
 NM0919.The modeled gravity was interpolated from observed gravity values.
 NM0919
 NM0919;                    North         East    Units  Estimated Accuracy
 NM0919;SPC NE       -   313,075.7     746,395.5     MT  (+/- 3 meters HH1 GPS) 
 NM0919
 NM0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6437119948(NAD 83)
 NM0919
 NM0919                          SUPERSEDED SURVEY CONTROL
 NM0919
 NM0919  NGVD 29 (??/??/92)  495.621  (m)         1626.05   (f) ADJ UNCH    2 0
 NM0919
 NM0919.Superseded values are not recommended for survey control.
 NM0919
 NM0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0919.See file dsdata.pdf to determine how the superseded data were derived.
 NM0919
 NM0919_MARKER: DB = BENCH MARK DISK
 NM0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0919_STAMPING: W 274 1949
 NM0919_MARK LOGO: CGS
 NM0919_PROJECTION: PROJECTING 20 CENTIMETERS
 NM0919_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0919+STABILITY: SURFACE MOTION
 NM0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0919+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2021
 NM0919
 NM0919  HISTORY     - Date     Condition        Report By
 NM0919  HISTORY     - 1949     MONUMENTED       CGS
 NM0919  HISTORY     - 19940816 GOOD             NEDR
 NM0919  HISTORY     - 20210915 GOOD             NDOT
 NM0919
 NM0919                          STATION DESCRIPTION
 NM0919
 NM0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0919'5.7 MI S FROM MASKELL.
 NM0919'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0919'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0919'THENCE 5.4 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.15 MILE
 NM0919'NORTH OF AN EAST AND WEST ROAD, 32 FEET EAST OF THE CENTER
 NM0919'LINE OF THE NORTH AND SOUTH ROAD, 26 FEET SOUTH OF THE CENTER
 NM0919'LINE OF A PRIVATE ROAD LEADING EAST TO THE LAFAYETTE HANGMAN
 NM0919'FARM HOME, 1.0 FOOT WEST OF A FENCE, 1.3 FEET NORTH OF A
 NM0919'WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 NM0919'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM0919
 NM0919                          STATION RECOVERY (1994)
 NM0919
 NM0919'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM0919'ABOUT 5.25 MI (8.45 KM) SOUTH FROM MASKELL, ON PUBLIC RIGHT-OF-WAY, IN
 NM0919'THE SOUTHWEST 1/4, SEC32, T31N, R4E. TO REACH FROM THE SCHOOL
 NM0919'BUILDING, IN MASKELL, GO SOUTH ON MAIN STREET FOR 0.10 MI (0.16 KM) TO
 NM0919'STATE HIGHWAY 12.  TURN RIGHT AND GO WEST ON THE HIGHWAY FOR 0.2 MI
 NM0919'(0.3 KM) TO THE JUNCTION WITH A GRAVELED COUNTY ROAD.  TURN LEFT AND
 NM0919'GO SOUTHERLY ON A WINDING GRAVELED ROAD FOR 5.15 MI (8.29 KM) TO THE
 NM0919'MARK ON THE LEFT. THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT
 NM0919'PROJECTS ABOUT 0.14 M (0.46 FT) ABOVE THE GROUND SURFACE AND IS 8.50 M
 NM0919'(27.89 FT) EAST FROM THE CENTERLINE OF THE ROAD, 16.925 M (55.528 FT)
 NM0919'SOUTHEAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST, 10.800 M
 NM0919'(35.433 FT) SOUTH-SOUTHWEST FROM A NAIL AND WASHER IN A POWER POLE,
 NM0919'7.605 M (24.951 FT) NORTH-NORTHWEST FROM A NAIL AND WASHER IN THE TOP
 NM0919'OF A FENCE POST AND 0.340 M (1.115 FT) WEST FROM A WITNESS POST.
 NM0919
 NM0919                          STATION RECOVERY (2021)
 NM0919
 NM0919'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2021 (MN)
 NM0919'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0894 ***********************************************************************
 NM0894  DESIGNATION -  W 275
 NM0894  PID         -  NM0894
 NM0894  STATE/COUNTY-  NE/DIXON
 NM0894  COUNTRY     -  US
 NM0894  USGS QUAD   -  MASKELL (2017)
 NM0894
 NM0894                         *CURRENT SURVEY CONTROL
 NM0894  ______________________________________________________________________
 NM0894* NAD 83(1986) POSITION- 42 40 39.     (N) 096 56 12.     (W)   SCALED
 NM0894* NAVD 88 ORTHO HEIGHT -   444.533 (meters)     1458.44  (feet) ADJUSTED
 NM0894  ______________________________________________________________________
 NM0894  GEOID HEIGHT    -        -25.484 (meters)                     GEOID18
 NM0894  DYNAMIC HEIGHT  -        444.394 (meters)     1457.98  (feet) COMP
 NM0894  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 NM0894
 NM0894  VERT ORDER      -  SECOND    CLASS 0
 NM0894
 NM0894.The horizontal coordinates were scaled from a map and have
 NM0894.an estimated accuracy of +/- 6 seconds.
 NM0894
 NM0894.The orthometric height was determined by differential leveling and
 NM0894.adjusted by the NATIONAL GEODETIC SURVEY
 NM0894.in June 1991.
 NM0894
 NM0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0894.GEOID18 height accuracy estimate available here.
 NM0894
 NM0894.Click photographs - Photos may exist for this station.
 NM0894
 NM0894.The dynamic height is computed by dividing the NAVD 88
 NM0894.geopotential number by the normal gravity value computed on the
 NM0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0894.degrees latitude (g = 980.6199 gals.).
 NM0894
 NM0894.The modeled gravity was interpolated from observed gravity values.
 NM0894
 NM0894;                    North         East    Units  Estimated Accuracy
 NM0894;SPC NE       -   320,240.      751,000.      MT  (+/- 180 meters Scaled)
 NM0894
 NM0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN690270(NAD 83)
 NM0894
 NM0894                          SUPERSEDED SURVEY CONTROL
 NM0894
 NM0894  NGVD 29 (??/??/92)  444.337  (m)         1457.80   (f) ADJ UNCH    2 0
 NM0894
 NM0894.Superseded values are not recommended for survey control.
 NM0894
 NM0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0894.See file dsdata.pdf to determine how the superseded data were derived.
 NM0894
 NM0894_MARKER: DB = BENCH MARK DISK
 NM0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0894_STAMPING: W 275 1949
 NM0894_MARK LOGO: CGS
 NM0894_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0894+STABILITY: SURFACE MOTION
 NM0894
 NM0894  HISTORY     - Date     Condition        Report By
 NM0894  HISTORY     - 1949     MONUMENTED       CGS
 NM0894  HISTORY     - 1962     GOOD             USGS
 NM0894  HISTORY     - 19940816 GOOD             NEDR
 NM0894
 NM0894                          STATION DESCRIPTION
 NM0894
 NM0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0894'4.8 MI SE FROM MASKELL.
 NM0894'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0894'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0894'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0894'THENCE 0.95 MILE NORTH ALONG A DIRT ROAD, 30 FEET NORTHEAST
 NM0894'OF THE CENTER LINE OF THE ROAD, 12.5 FEET NORTHEAST OF THE
 NM0894'RIGHT-OF-WAY FENCE, 0.8 FOOT NORTHWEST OF A FENCE, 1.6 FEET
 NM0894'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT
 NM0894'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NM0894
 NM0894                          STATION RECOVERY (1962)
 NM0894
 NM0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0894'RECOVERED IN GOOD CONDITION.
 NM0894
 NM0894                          STATION RECOVERY (1994)
 NM0894
 NM0894'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM0894'ABOUT 2.75 MI (4.43 KM) NORTHEAST FROM MASKELL, ON PUBLIC RIGHT-OF-WAY
 NM0894'AND NEAR THE SW CORNER OF THE NW1/4, SEC11, T31N, R4E. TO REACH FROM
 NM0894'THE SCHOOL BUILDING, AT MASKELL, GO SOUTH ON MAIN STREET FOR 0.10 MI
 NM0894'(0.16 KM) TO STATE HIGHWAY 12.  TURN RIGHT AND GO LEFT AND GO EAST ON
 NM0894'THE HIGHWAY FOR 2.95 MI (4.75 KM) TO THE JUNCTION WITH A COUNTY ROAD.
 NM0894'TURN LEFT AND GO NORTH ON A MINIMUM MAINTAINED COUNTY ROAD FOR 0.9 MI
 NM0894'(1.4 KM) TO THE MARK ON THE RIGHT. THE DISK IS SET INTO THE TOP OF A
 NM0894'CONCRETE POST THAT PROJECTS ABOUT 0.52 M (1.71 FT) ABOVE THE GROUND
 NM0894'SURFACE AND IS 9.60 M (31.50 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 NM0894'11.340 M (37.205 FT) SOUTHEAST FROM A NAIL AND WASHER IN THE TOP OF A
 NM0894'FENCE POST, 7.547 M (24.760 FT) NORTHEAST FROM A NAIL AND WASHER IN
 NM0894'THE TOP OF A FENCE POST, 5.10 M (16.73 FT) EAST FROM A NORTH-SOUTH
 NM0894'FENCE AND 0.225 M (0.738 FT) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0888 ***********************************************************************
 NM0888  DESIGNATION -  W 276
 NM0888  PID         -  NM0888
 NM0888  STATE/COUNTY-  NE/DIXON
 NM0888  COUNTRY     -  US
 NM0888  USGS QUAD   -  MASKELL (2017)
 NM0888
 NM0888                         *CURRENT SURVEY CONTROL
 NM0888  ______________________________________________________________________
 NM0888* NAD 83(1986) POSITION- 42 42 08.     (N) 096 53 22.     (W)   SCALED
 NM0888* NAVD 88 ORTHO HEIGHT -   375.394 (meters)     1231.61  (feet) ADJUSTED
 NM0888  ______________________________________________________________________
 NM0888  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 NM0888  DYNAMIC HEIGHT  -        375.280 (meters)     1231.23  (feet) COMP
 NM0888  MODELED GRAVITY -    980,307.4   (mgal)                       NAVD 88
 NM0888
 NM0888  VERT ORDER      -  SECOND    CLASS 0
 NM0888
 NM0888.The horizontal coordinates were scaled from a map and have
 NM0888.an estimated accuracy of +/- 6 seconds.
 NM0888
 NM0888.The orthometric height was determined by differential leveling and
 NM0888.adjusted by the NATIONAL GEODETIC SURVEY
 NM0888.in June 1991.
 NM0888
 NM0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0888.GEOID18 height accuracy estimate available here.
 NM0888
 NM0888.Click photographs - Photos may exist for this station.
 NM0888
 NM0888.The dynamic height is computed by dividing the NAVD 88
 NM0888.geopotential number by the normal gravity value computed on the
 NM0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0888.degrees latitude (g = 980.6199 gals.).
 NM0888
 NM0888.The modeled gravity was interpolated from observed gravity values.
 NM0888
 NM0888;                    North         East    Units  Estimated Accuracy
 NM0888;SPC NE       -   323,130.      754,770.      MT  (+/- 180 meters Scaled)
 NM0888
 NM0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN728299(NAD 83)
 NM0888
 NM0888                          SUPERSEDED SURVEY CONTROL
 NM0888
 NM0888  NGVD 29 (??/??/92)  375.204  (m)         1230.98   (f) ADJ UNCH    2 0
 NM0888
 NM0888.Superseded values are not recommended for survey control.
 NM0888
 NM0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0888.See file dsdata.pdf to determine how the superseded data were derived.
 NM0888
 NM0888_MARKER: DB = BENCH MARK DISK
 NM0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0888_STAMPING: W 276 1949
 NM0888_MARK LOGO: CGS
 NM0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0888+STABILITY: SURFACE MOTION
 NM0888
 NM0888  HISTORY     - Date     Condition        Report By
 NM0888  HISTORY     - 1949     MONUMENTED       CGS
 NM0888
 NM0888                          STATION DESCRIPTION
 NM0888
 NM0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0888'5.1 MI NW FROM NEWCASTLE.
 NM0888'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0888'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 1.0
 NM0888'MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 NM0888'A DIRT ROAD, AT THE FARM HOME OF BURT CONRAD AND OCCUPIED BY
 NM0888'JOE PFIFTER, 181 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NM0888'82.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 55.6
 NM0888'FEET SOUTHEAST OF THE FRONT YARD GATE, 6.5 FEET EAST OF A 20-INCH
 NM0888'BOUELDER TREE, 54 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0888'DRIVEWAY, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0888'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0484 ***********************************************************************
 NM0484  DESIGNATION -  W 278
 NM0484  PID         -  NM0484
 NM0484  STATE/COUNTY-  NE/DAKOTA
 NM0484  COUNTRY     -  US
 NM0484  USGS QUAD   -  HOMER (2017)
 NM0484
 NM0484                         *CURRENT SURVEY CONTROL
 NM0484  ______________________________________________________________________
 NM0484* NAD 83(1986) POSITION- 42 17 31.     (N) 096 22 57.     (W)   SCALED
 NM0484* NAVD 88 ORTHO HEIGHT -   327.088 (meters)     1073.12  (feet) ADJUSTED
 NM0484  ______________________________________________________________________
 NM0484  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 NM0484  DYNAMIC HEIGHT  -        326.981 (meters)     1072.77  (feet) COMP
 NM0484  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 NM0484
 NM0484  VERT ORDER      -  SECOND    CLASS 0
 NM0484
 NM0484.The horizontal coordinates were scaled from a map and have
 NM0484.an estimated accuracy of +/- 6 seconds.
 NM0484
 NM0484.The orthometric height was determined by differential leveling and
 NM0484.adjusted by the NATIONAL GEODETIC SURVEY
 NM0484.in June 1991.
 NM0484
 NM0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0484.GEOID18 height accuracy estimate available here.
 NM0484
 NM0484.Click photographs - Photos may exist for this station.
 NM0484
 NM0484.The dynamic height is computed by dividing the NAVD 88
 NM0484.geopotential number by the normal gravity value computed on the
 NM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0484.degrees latitude (g = 980.6199 gals.).
 NM0484
 NM0484.The modeled gravity was interpolated from observed gravity values.
 NM0484
 NM0484;                    North         East    Units  Estimated Accuracy
 NM0484;SPC NE       -   279,220.      798,180.      MT  (+/- 180 meters Scaled)
 NM0484
 NM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157855(NAD 83)
 NM0484
 NM0484                          SUPERSEDED SURVEY CONTROL
 NM0484
 NM0484  NGVD 29 (??/??/92)  326.932  (m)         1072.61   (f) ADJ UNCH    2 0
 NM0484
 NM0484.Superseded values are not recommended for survey control.
 NM0484
 NM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0484.See file dsdata.pdf to determine how the superseded data were derived.
 NM0484
 NM0484_MARKER: DB = BENCH MARK DISK
 NM0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0484_STAMPING: W 278 1949
 NM0484_MARK LOGO: CGS
 NM0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0484+STABILITY: SURFACE MOTION
 NM0484
 NM0484  HISTORY     - Date     Condition        Report By
 NM0484  HISTORY     - 1949     MONUMENTED       CGS
 NM0484  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0484  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0484
 NM0484                          STATION DESCRIPTION
 NM0484
 NM0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0484'7.1 MI E FROM HOMER.
 NM0484'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0484'THENCE 3.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 NM0484'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG A
 NM0484'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 NM0484'0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.65 MILE SOUTH ALONG
 NM0484'A DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.4
 NM0484'MILE SOUTH ALONG THE EAST EDGE OF A FIELD AND THE WEST EDGE OF
 NM0484'A TIMBER AREA, THENCE 0.15 MILE EAST ALONG A DIM TRAIL, AT THE
 NM0484'SOUTHEAST CORNER OF A SMALL FIELD, ABOUT 1000 FEET WEST OF THE
 NM0484'WEST BANK OF THE MISSOURI RIVER, 54.0 FEET NORTH OF A 14 INCH
 NM0484'TRIANGULAR BLAZED COTTONWOOD TREE, 50.0 FEET NORTHWEST OF A
 NM0484'12 INCH TRIANGULAR BLAZED COTTONWOOD TREE, 1.6 FEET NORTH OF A
 NM0484'FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NM0484'6 FOOT CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 NM0484
 NM0484                          STATION RECOVERY (1964)
 NM0484
 NM0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0484'MARK NOT FOUND.
 NM0484
 NM0484                          STATION RECOVERY (2020)
 NM0484
 NM0484'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0484'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0463 ***********************************************************************
 LH0463  DESIGNATION -  W 279
 LH0463  PID         -  LH0463
 LH0463  STATE/COUNTY-  NE/KEARNEY
 LH0463  COUNTRY     -  US
 LH0463  USGS QUAD   -  NEWARK (2017)
 LH0463
 LH0463                         *CURRENT SURVEY CONTROL
 LH0463  ______________________________________________________________________
 LH0463* NAD 83(1986) POSITION- 40 38 28.     (N) 098 59 19.     (W)   SCALED
 LH0463* NAVD 88 ORTHO HEIGHT -   644.117 (meters)     2113.24  (feet) ADJUSTED
 LH0463  ______________________________________________________________________
 LH0463  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 LH0463  DYNAMIC HEIGHT  -        643.746 (meters)     2112.02  (feet) COMP
 LH0463  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 LH0463
 LH0463  VERT ORDER      -  SECOND    CLASS 0
 LH0463
 LH0463.The horizontal coordinates were scaled from a map and have
 LH0463.an estimated accuracy of +/- 6 seconds.
 LH0463
 LH0463.The orthometric height was determined by differential leveling and
 LH0463.adjusted by the NATIONAL GEODETIC SURVEY
 LH0463.in June 1991.
 LH0463
 LH0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0463.GEOID18 height accuracy estimate available here.
 LH0463
 LH0463.Click photographs - Photos may exist for this station.
 LH0463
 LH0463.The dynamic height is computed by dividing the NAVD 88
 LH0463.geopotential number by the normal gravity value computed on the
 LH0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0463.degrees latitude (g = 980.6199 gals.).
 LH0463
 LH0463.The modeled gravity was interpolated from observed gravity values.
 LH0463
 LH0463;                    North         East    Units  Estimated Accuracy
 LH0463;SPC NE       -    90,190.      585,530.      MT  (+/- 180 meters Scaled)
 LH0463
 LH0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK009989(NAD 83)
 LH0463
 LH0463                          SUPERSEDED SURVEY CONTROL
 LH0463
 LH0463  NGVD 29 (??/??/92)  643.854  (m)         2112.38   (f) ADJ UNCH    2 0
 LH0463
 LH0463.Superseded values are not recommended for survey control.
 LH0463
 LH0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0463.See file dsdata.pdf to determine how the superseded data were derived.
 LH0463
 LH0463_MARKER: DB = BENCH MARK DISK
 LH0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0463_STAMPING: W 279 1949
 LH0463_MARK LOGO: CGS
 LH0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0463+STABILITY: SURFACE MOTION
 LH0463
 LH0463  HISTORY     - Date     Condition        Report By
 LH0463  HISTORY     - 1949     MONUMENTED       CGS
 LH0463  HISTORY     - 1967     MARK NOT FOUND   CGS
 LH0463
 LH0463                          STATION DESCRIPTION
 LH0463
 LH0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0463'1.3 MI W FROM NEWARK.
 LH0463'1.3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY
 LH0463'SCHOOL AT NEWARK, 38 FEET NORTH OF THE CENTER LINE OF THE
 LH0463'HIGHWAY, 59 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0463'25.0 FEET WEST OF A 48-INCH COTTONWOOD TREE, 8.3 FEET EAST OF AN
 LH0463'IRRIGATION WELL, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN
 LH0463'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0463'THE GROUND.
 LH0463
 LH0463                          STATION RECOVERY (1967)
 LH0463
 LH0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LH0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0464 ***********************************************************************
 LH0464  DESIGNATION -  W 279 RESET
 LH0464  PID         -  LH0464
 LH0464  STATE/COUNTY-  NE/KEARNEY
 LH0464  COUNTRY     -  US
 LH0464  USGS QUAD   -  NEWARK (2017)
 LH0464
 LH0464                         *CURRENT SURVEY CONTROL
 LH0464  ______________________________________________________________________
 LH0464* NAD 83(1986) POSITION- 40 38 28.06   (N) 098 59 22.78   (W)   HD_HELD1
 LH0464* NAVD 88 ORTHO HEIGHT -   643.48  (meters)     2111.2   (feet) RESET
 LH0464  ______________________________________________________________________
 LH0464  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 LH0464  VERT ORDER      -  THIRD
 LH0464
 LH0464.The horizontal coordinates were determined by differentially corrected
 LH0464.hand held GPS observations or other comparable positioning techniques
 LH0464.and have an estimated accuracy of +/- 3 meters.
 LH0464
 LH0464.The orthometric height was computed from unverified reset data.
 LH0464
 LH0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0464.GEOID18 height accuracy estimate available here.
 LH0464
 LH0464.Click photographs - Photos may exist for this station.
 LH0464
 LH0464;                    North         East    Units  Estimated Accuracy
 LH0464;SPC NE       -    90,188.0     585,443.0     MT  (+/- 3 meters HH1 GPS) 
 LH0464
 LH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0087498920(NAD 83)
 LH0464
 LH0464                          SUPERSEDED SURVEY CONTROL
 LH0464
 LH0464  NGVD 29 (??/??/??)  643.22   (m)         2110.3    (f) RESET       3  
 LH0464
 LH0464.Superseded values are not recommended for survey control.
 LH0464
 LH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0464.See file dsdata.pdf to determine how the superseded data were derived.
 LH0464
 LH0464_MARKER: DB = BENCH MARK DISK
 LH0464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0464_SP_SET: BOX CULVERT
 LH0464_STAMPING: W 279 RESET 1963
 LH0464_MARK LOGO: CGS
 LH0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0464+STABILITY: SURFACE MOTION
 LH0464
 LH0464  HISTORY     - Date     Condition        Report By
 LH0464  HISTORY     - 1963     MONUMENTED       CGS
 LH0464
 LH0464                          STATION DESCRIPTION
 LH0464
 LH0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LH0464'1.3 MI W FROM NEWARK.
 LH0464'1.3 MILES WEST ALONG STATE HIGHWAY NO. 10 FROM NEWARK, 31 FEET
 LH0464'NORTH OF THE CENTERLINE OF THE HIGHWAY, 52 FEET WEST OF THE
 LH0464'CENTERLINE OF A NORTH-SOUTH ROAD, AND SET IN THE PARAPET OF A
 LH0464'TWIN 10 FT X 5 FT X 62 FT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9081 ***********************************************************************
 DG9081  DESIGNATION -  W 279 RESET
 DG9081  PID         -  DG9081
 DG9081  STATE/COUNTY-  NE/KEARNEY
 DG9081  COUNTRY     -  US
 DG9081  USGS QUAD   -  NEWARK (2017)
 DG9081
 DG9081                         *CURRENT SURVEY CONTROL
 DG9081  ______________________________________________________________________
 DG9081* NAD 83(1986) POSITION- 40 38 28.04   (N) 098 59 22.83   (W)   HD_HELD1
 DG9081* NAVD 88 ORTHO HEIGHT -   643.38  (meters)     2110.8   (feet) RESET
 DG9081  ______________________________________________________________________
 DG9081  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 DG9081  VERT ORDER      -  THIRD
 DG9081
 DG9081.The horizontal coordinates were determined by differentially corrected
 DG9081.hand held GPS observations or other comparable positioning techniques
 DG9081.and have an estimated accuracy of +/- 3 meters.
 DG9081
 DG9081.The orthometric height was computed from unverified reset data.
 DG9081
 DG9081.No vertical observational check was made to the station.
 DG9081
 DG9081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9081.GEOID18 height accuracy estimate available here.
 DG9081
 DG9081.Click photographs - Photos may exist for this station.
 DG9081
 DG9081;                    North         East    Units  Estimated Accuracy
 DG9081;SPC NE       -    90,187.3     585,441.8     MT  (+/- 3 meters HH1 GPS) 
 DG9081
 DG9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0087398919(NAD 83)
 DG9081
 DG9081                          SUPERSEDED SURVEY CONTROL
 DG9081
 DG9081.No superseded survey control is available for this station.
 DG9081
 DG9081_MARKER: DV = VERTICAL CONTROL DISK
 DG9081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9081_SP_SET: HEADWALL
 DG9081_STAMPING: W 279 RESET 1989
 DG9081_MARK LOGO: NGS
 DG9081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9081+STABILITY: SURFACE MOTION
 DG9081
 DG9081  HISTORY     - Date     Condition        Report By
 DG9081  HISTORY     - 1989     MONUMENTED       NGS
 DG9081  HISTORY     - 20031026 GOOD             NEDR
 DG9081
 DG9081                          STATION DESCRIPTION
 DG9081
 DG9081'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (KM)
 DG9081'NEAREST TOWN IS KEARNEY.  FROM I80 AND HIGHWAY 10 (EXIT 279) MINDEN
 DG9081'EXIT, GO SOUTH ON HIGHWAY 10 APPROXIMATELY 3.35 MILES (5.39 KM) TO
 DG9081'INTERSECTION, TURN RIGHT (WEST) ON SPUR L50A AND GO 2.0 MILES (3.2 KM)
 DG9081'TO BENCHMARK.  BRASS CAP IS SET NEAR CENTER OF NORTH HEADWALL UNDER
 DG9081'L50A SPUR ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0280 ***********************************************************************
 NO0280  DESIGNATION -  W 28
 NO0280  PID         -  NO0280
 NO0280  STATE/COUNTY-  NE/CHERRY
 NO0280  COUNTRY     -  US
 NO0280  USGS QUAD   -  STEVERSON LAKE (2017)
 NO0280
 NO0280                         *CURRENT SURVEY CONTROL
 NO0280  ______________________________________________________________________
 NO0280* NAD 83(1986) POSITION- 42 23 09.67   (N) 101 44 04.37   (W)   HD_HELD1
 NO0280* NAVD 88 ORTHO HEIGHT -  1112.051 (meters)     3648.45  (feet) ADJUSTED
 NO0280  ______________________________________________________________________
 NO0280  GEOID HEIGHT    -        -19.005 (meters)                     GEOID18
 NO0280  DYNAMIC HEIGHT  -       1111.486 (meters)     3646.60  (feet) COMP
 NO0280  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 NO0280
 NO0280  VERT ORDER      -  SECOND    CLASS 0
 NO0280
 NO0280.The horizontal coordinates were determined by differentially corrected
 NO0280.hand held GPS observations or other comparable positioning techniques
 NO0280.and have an estimated accuracy of +/- 3 meters.
 NO0280
 NO0280.The orthometric height was determined by differential leveling and
 NO0280.adjusted by the NATIONAL GEODETIC SURVEY
 NO0280.in June 1991.
 NO0280
 NO0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0280.GEOID18 height accuracy estimate available here.
 NO0280
 NO0280.Click photographs - Photos may exist for this station.
 NO0280
 NO0280.The dynamic height is computed by dividing the NAVD 88
 NO0280.geopotential number by the normal gravity value computed on the
 NO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0280.degrees latitude (g = 980.6199 gals.).
 NO0280
 NO0280.The modeled gravity was interpolated from observed gravity values.
 NO0280
 NO0280;                    North         East    Units  Estimated Accuracy
 NO0280;SPC NE       -   284,856.9     357,204.7     MT  (+/- 3 meters HH1 GPS) 
 NO0280
 NO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7489796259(NAD 83)
 NO0280
 NO0280                          SUPERSEDED SURVEY CONTROL
 NO0280
 NO0280  NGVD 29 (??/??/92) 1111.602  (m)         3646.98   (f) ADJ UNCH    2 0
 NO0280
 NO0280.Superseded values are not recommended for survey control.
 NO0280
 NO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0280.See file dsdata.pdf to determine how the superseded data were derived.
 NO0280
 NO0280_MARKER: DB = BENCH MARK DISK
 NO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0280_STAMPING: W 28 1934
 NO0280_MARK LOGO: CGS
 NO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0280+STABILITY: SURFACE MOTION
 NO0280
 NO0280  HISTORY     - Date     Condition        Report By
 NO0280  HISTORY     - 1934     MONUMENTED       CGS
 NO0280  HISTORY     - 1948     GOOD             CGS
 NO0280  HISTORY     - 19850906 MARK NOT FOUND   USPSQD
 NO0280
 NO0280                          STATION DESCRIPTION
 NO0280
 NO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0280'32.1 MI N FROM HYANNIS.
 NO0280'IN CHERRY COUNTY, 32.1 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0280'HYANNIS, GRANT COUNTY, 0.5 MILE EAST OF THE VAUGHN RANCH HOUSE,
 NO0280'37 YARDS EAST OF A SMALL LAKE, AND AT AN EAST-AND-WEST FENCE.
 NO0280'A STANDARD DISK, STAMPED W 28 1934 AND SET IN THE TOP OF A
 NO0280'CONCRETE POST.  26.9 MILES (AIR LINE) NORTH OF HYANNIS 1.4 MILES
 NO0280'WEST-NORTHWEST OF DOWNING RANCH HOUSE, 0.8 MILES EAST OF OLD
 NO0280'VAUGHN RANCH HOUSE, 450 FEET WEST OF CORNER SEC. 22, 23, 26, AND
 NO0280'27, T. 28 N., R. 38 W., 200 FEET EAST OF EAST EDGE OF VAUGHN LAKE,
 NO0280'IN LINE WITH SECTION-LINE FENCE E.
 NO0280
 NO0280                          STATION RECOVERY (1985)
 NO0280
 NO0280'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0827 ***********************************************************************
 MK0827  DESIGNATION -  W 280
 MK0827  PID         -  MK0827
 MK0827  STATE/COUNTY-  NE/SARPY
 MK0827  COUNTRY     -  US
 MK0827  USGS QUAD   -  SPRINGFIELD (2017)
 MK0827
 MK0827                         *CURRENT SURVEY CONTROL
 MK0827  ______________________________________________________________________
 MK0827* NAD 83(1986) POSITION- 41 02 56.96   (N) 096 07 30.51   (W)   HD_HELD1
 MK0827* NAVD 88 ORTHO HEIGHT -   308.184 (meters)     1011.10  (feet) ADJUSTED
 MK0827  ______________________________________________________________________
 MK0827  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 MK0827  DYNAMIC HEIGHT  -        308.061 (meters)     1010.70  (feet) COMP
 MK0827  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 MK0827
 MK0827  VERT ORDER      -  SECOND    CLASS 0
 MK0827
 MK0827.The horizontal coordinates were determined by differentially corrected
 MK0827.hand held GPS observations or other comparable positioning techniques
 MK0827.and have an estimated accuracy of +/- 3 meters.
 MK0827
 MK0827.The orthometric height was determined by differential leveling and
 MK0827.adjusted by the NATIONAL GEODETIC SURVEY
 MK0827.in June 1991.
 MK0827
 MK0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0827.GEOID18 height accuracy estimate available here.
 MK0827
 MK0827.Click photographs - Photos may exist for this station.
 MK0827
 MK0827.The dynamic height is computed by dividing the NAVD 88
 MK0827.geopotential number by the normal gravity value computed on the
 MK0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0827.degrees latitude (g = 980.6199 gals.).
 MK0827
 MK0827.The modeled gravity was interpolated from observed gravity values.
 MK0827
 MK0827;                    North         East    Units  Estimated Accuracy
 MK0827;SPC NE       -   142,284.8     825,559.6     MT  (+/- 3 meters HH1 GPS) 
 MK0827
 MK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4161448196(NAD 83)
 MK0827
 MK0827                          SUPERSEDED SURVEY CONTROL
 MK0827
 MK0827  NGVD 29 (??/??/92)  308.088  (m)         1010.79   (f) ADJ UNCH    2 0
 MK0827
 MK0827.Superseded values are not recommended for survey control.
 MK0827
 MK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0827.See file dsdata.pdf to determine how the superseded data were derived.
 MK0827
 MK0827_MARKER: DB = BENCH MARK DISK
 MK0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0827_STAMPING: W 280 1950
 MK0827_MARK LOGO: CGS
 MK0827_PROJECTION: PROJECTING 6 CENTIMETERS
 MK0827_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0827+STABILITY: SURFACE MOTION
 MK0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0827+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2017
 MK0827
 MK0827  HISTORY     - Date     Condition        Report By
 MK0827  HISTORY     - 1950     MONUMENTED       CGS
 MK0827  HISTORY     - 19960626 GOOD             NEDR
 MK0827  HISTORY     - 20171226 GOOD             THOMDD
 MK0827
 MK0827                          STATION DESCRIPTION
 MK0827
 MK0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0827'4.4 MI NE FROM LOUISVILLE.
 MK0827'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0827'AT LOUISVILLE, THENCE 0.9 MILE NORTHEAST ALONG A GRAVELED ROAD,
 MK0827'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, 92 FEET NORTHWEST
 MK0827'OF THE NORTHWEST RAIL, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MK0827'25 FEET WEST OF THE CENTER OF A GATE, 1 FOOT SOUTH OF A FENCE,
 MK0827'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0827'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.1
 MK0827'MILES SOUTHWEST OF BENCH MARK V 280.
 MK0827
 MK0827                          STATION RECOVERY (1996)
 MK0827
 MK0827'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MK0827'RECOVERED IN GOOD CONDITION, 2.25 MI (3.62 KM) NORTH ALONG STATE
 MK0827'HIGHWAY 50, FROM ITS JUNCTION WITH STATE HIGHWAY 31, WHICH IS 1 MI
 MK0827'(1.6 KM) NORTH OF LOUISVILLE AND JUST NORTH OF THE PLATTE RIVER, TO A
 MK0827'GRAVELED ROAD ON THE RIGHT, THENCE 0.9 MI (1.4 KM) EAST, NORTH AND
 MK0827'EAST ALONG THE GRAVELED ROAD TO THE MARK ON THE LEFT, OPPOSITE A HOUSE
 MK0827'AT 13535 BUFFALO ROAD, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE SE1/4,
 MK0827'SEC36, T11E, R13N.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 MK0827'POST THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE, 159.2 FT
 MK0827'(48.5 M) EAST-NORTHEAST OF A FENCE CORNER POST ON THE SOUTH SIDE OF
 MK0827'THE ROAD, 164.0 FT (50.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 MK0827'ATTACHED GARAGE OF THE FRAME HOUSE AT 13535 BUFFALO ROAD, 54.3 FT
 MK0827'(16.6 M) NORTH-NORTHWEST OF A UTILITY POLE, 45.9 FT (14.0 M) WEST OF
 MK0827'AN OLD, END, FENCE POST, THAT WAS A RAILROAD TIE, 30.0 FT (9.1 M)
 MK0827'NORTH OF THE CENTERLINE OF BUFFALO ROAD, 1.0 FT (0.3 M) SOUTH OF A
 MK0827'FENCE AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.  REBAR WAS DRIVEN
 MK0827'ALONG THE SOUTH SIDE OF THE MARK.
 MK0827
 MK0827                          STATION RECOVERY (2017)
 MK0827
 MK0827'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2017 (MTC)
 MK0827'THE MARK IS 121.8 FT (37.1 M) NORTHEAST OF A WELL HEAD AND 103.7 FT
 MK0827'(31.6 M) NORTH-NORTHEAST OF A WELL HEAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0436 ***********************************************************************
 ML0436  DESIGNATION -  W 281
 ML0436  PID         -  ML0436
 ML0436  STATE/COUNTY-  NE/HOWARD
 ML0436  COUNTRY     -  US
 ML0436  USGS QUAD   -  NYSTED (2017)
 ML0436
 ML0436                         *CURRENT SURVEY CONTROL
 ML0436  ______________________________________________________________________
 ML0436* NAD 83(1986) POSITION- 41 08 03.     (N) 098 36 51.     (W)   SCALED
 ML0436* NAVD 88 ORTHO HEIGHT -   588.357 (meters)     1930.30  (feet) ADJUSTED
 ML0436  ______________________________________________________________________
 ML0436  GEOID HEIGHT    -        -24.452 (meters)                     GEOID18
 ML0436  DYNAMIC HEIGHT  -        588.059 (meters)     1929.32  (feet) COMP
 ML0436  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 ML0436
 ML0436  VERT ORDER      -  SECOND    CLASS 0
 ML0436
 ML0436.The horizontal coordinates were scaled from a map and have
 ML0436.an estimated accuracy of +/- 6 seconds.
 ML0436
 ML0436.The orthometric height was determined by differential leveling and
 ML0436.adjusted by the NATIONAL GEODETIC SURVEY
 ML0436.in June 1991.
 ML0436
 ML0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0436.GEOID18 height accuracy estimate available here.
 ML0436
 ML0436.Click photographs - Photos may exist for this station.
 ML0436
 ML0436.The dynamic height is computed by dividing the NAVD 88
 ML0436.geopotential number by the normal gravity value computed on the
 ML0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0436.degrees latitude (g = 980.6199 gals.).
 ML0436
 ML0436.The modeled gravity was interpolated from observed gravity values.
 ML0436
 ML0436;                    North         East    Units  Estimated Accuracy
 ML0436;SPC NE       -   145,360.      616,320.      MT  (+/- 180 meters Scaled)
 ML0436
 ML0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323537(NAD 83)
 ML0436
 ML0436                          SUPERSEDED SURVEY CONTROL
 ML0436
 ML0436  NGVD 29 (??/??/92)  588.115  (m)         1929.51   (f) ADJ UNCH    2 0
 ML0436
 ML0436.Superseded values are not recommended for survey control.
 ML0436
 ML0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0436.See file dsdata.pdf to determine how the superseded data were derived.
 ML0436
 ML0436_MARKER: DB = BENCH MARK DISK
 ML0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0436_STAMPING: W 281 1949
 ML0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0436+STABILITY: SURFACE MOTION
 ML0436
 ML0436  HISTORY     - Date     Condition        Report By
 ML0436  HISTORY     - 1949     MONUMENTED       CGS
 ML0436
 ML0436                          STATION DESCRIPTION
 ML0436
 ML0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0436'AT NYSTED.
 ML0436'AT NYSTED, AT THE NORTHWEST CORNER OF SECTION 5, T. 13 N.,
 ML0436'R. 11 W., IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 138
 ML0436'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 56 FEET
 ML0436'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 54.2 FEET
 ML0436'NORTHEAST OF THE NORTHWEST CORNER OF THE RECREATION HALL, 1.5
 ML0436'FEET NORTH OF A FLAGPOLE, SET IN THE TOP OF A CONCRETE POST AT A
 ML0436'DEPTH OF 5 FEET AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0484 ***********************************************************************
 ML0484  DESIGNATION -  W 282
 ML0484  PID         -  ML0484
 ML0484  STATE/COUNTY-  NE/SHERMAN
 ML0484  COUNTRY     -  US
 ML0484  USGS QUAD   -  ROCKVILLE (2017)
 ML0484
 ML0484                         *CURRENT SURVEY CONTROL
 ML0484  ______________________________________________________________________
 ML0484* NAD 83(1986) POSITION- 41 06 19.1    (N) 098 49 05.3    (W)   HD_HELD2
 ML0484* NAVD 88 ORTHO HEIGHT -   561.688 (meters)     1842.80  (feet) ADJUSTED
 ML0484  ______________________________________________________________________
 ML0484  GEOID HEIGHT    -        -24.237 (meters)                     GEOID18
 ML0484  DYNAMIC HEIGHT  -        561.401 (meters)     1841.86  (feet) COMP
 ML0484  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 ML0484
 ML0484  VERT ORDER      -  SECOND    CLASS 0
 ML0484
 ML0484.The horizontal coordinates were established by autonomous hand held GPS
 ML0484.observations and have an estimated accuracy of +/- 10 meters.
 ML0484
 ML0484.The orthometric height was determined by differential leveling and
 ML0484.adjusted by the NATIONAL GEODETIC SURVEY
 ML0484.in June 1991.
 ML0484
 ML0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0484.GEOID18 height accuracy estimate available here.
 ML0484
 ML0484.Click photographs - Photos may exist for this station.
 ML0484
 ML0484.The dynamic height is computed by dividing the NAVD 88
 ML0484.geopotential number by the normal gravity value computed on the
 ML0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0484.degrees latitude (g = 980.6199 gals.).
 ML0484
 ML0484.The modeled gravity was interpolated from observed gravity values.
 ML0484
 ML0484;                    North         East    Units  Estimated Accuracy
 ML0484;SPC NE       -   141,900.      599,243.      MT  (+/- 10 meters HH2 GPS)
 ML0484
 ML0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1527050463(NAD 83)
 ML0484
 ML0484                          SUPERSEDED SURVEY CONTROL
 ML0484
 ML0484  NGVD 29 (??/??/92)  561.445  (m)         1842.01   (f) ADJ UNCH    2 0
 ML0484
 ML0484.Superseded values are not recommended for survey control.
 ML0484
 ML0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0484.See file dsdata.pdf to determine how the superseded data were derived.
 ML0484
 ML0484_MARKER: DB = BENCH MARK DISK
 ML0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0484_STAMPING: W 282 1949
 ML0484_MARK LOGO: CGS
 ML0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0484+STABILITY: SURFACE MOTION
 ML0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0484+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 ML0484
 ML0484  HISTORY     - Date     Condition        Report By
 ML0484  HISTORY     - 1949     MONUMENTED       CGS
 ML0484  HISTORY     - 20140602 GOOD             NEDR
 ML0484
 ML0484                          STATION DESCRIPTION
 ML0484
 ML0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0484'1.9 MI SE FROM DANNEBROG.
 ML0484'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0484'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0484'HIGHWAY NO. 58, AT THE SOUTHEAST CORNER OF SECTION 12, T. 13 N.,
 ML0484'R. 11 W., IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 93 FEET
 ML0484'NORTH OF THE CENTER OF THE HIGHWAY, ABOUT 100 FEET SOUTHWEST
 ML0484'OF A FARMHOUSE, 50 FEET NORTH OF A CORNER FENCE POST, 21 FEET
 ML0484'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 0.8 FOOT EAST
 ML0484'OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0484'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0484'FOOT ABOVE THE GROUND.
 ML0484
 ML0484                          STATION RECOVERY (2014)
 ML0484
 ML0484'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2014
 ML0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0317 ***********************************************************************
 ML0317  DESIGNATION -  W 283
 ML0317  PID         -  ML0317
 ML0317  STATE/COUNTY-  NE/SHERMAN
 ML0317  COUNTRY     -  US
 ML0317  USGS QUAD   -  ASHTON (2017)
 ML0317
 ML0317                         *CURRENT SURVEY CONTROL
 ML0317  ______________________________________________________________________
 ML0317* NAD 83(1986) POSITION- 41 11 32.     (N) 098 49 24.     (W)   SCALED
 ML0317* NAVD 88 ORTHO HEIGHT -   648.248 (meters)     2126.79  (feet) ADJUSTED
 ML0317  ______________________________________________________________________
 ML0317  GEOID HEIGHT    -        -24.156 (meters)                     GEOID18
 ML0317  DYNAMIC HEIGHT  -        647.917 (meters)     2125.71  (feet) COMP
 ML0317  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 ML0317
 ML0317  VERT ORDER      -  FIRST     CLASS II
 ML0317
 ML0317.The horizontal coordinates were scaled from a map and have
 ML0317.an estimated accuracy of +/- 6 seconds.
 ML0317
 ML0317.The orthometric height was determined by differential leveling and
 ML0317.adjusted by the NATIONAL GEODETIC SURVEY
 ML0317.in June 1991.
 ML0317
 ML0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0317.GEOID18 height accuracy estimate available here.
 ML0317
 ML0317.Click photographs - Photos may exist for this station.
 ML0317
 ML0317.The dynamic height is computed by dividing the NAVD 88
 ML0317.geopotential number by the normal gravity value computed on the
 ML0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0317.degrees latitude (g = 980.6199 gals.).
 ML0317
 ML0317.The modeled gravity was interpolated from observed gravity values.
 ML0317
 ML0317;                    North         East    Units  Estimated Accuracy
 ML0317;SPC NE       -   151,540.      598,680.      MT  (+/- 180 meters Scaled)
 ML0317
 ML0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL148601(NAD 83)
 ML0317
 ML0317                          SUPERSEDED SURVEY CONTROL
 ML0317
 ML0317  NGVD 29 (??/??/92)  648.007  (m)         2126.00   (f) ADJ UNCH    1 2
 ML0317
 ML0317.Superseded values are not recommended for survey control.
 ML0317
 ML0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0317.See file dsdata.pdf to determine how the superseded data were derived.
 ML0317
 ML0317_MARKER: DB = BENCH MARK DISK
 ML0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0317_STAMPING: W 283 1949
 ML0317_MARK LOGO: CGS
 ML0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0317+STABILITY: SURFACE MOTION
 ML0317
 ML0317  HISTORY     - Date     Condition        Report By
 ML0317  HISTORY     - 1949     MONUMENTED       CGS
 ML0317
 ML0317                          STATION DESCRIPTION
 ML0317
 ML0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0317'6.3 MI SW FROM ASHTON.
 ML0317'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT ASHTON,
 ML0317'THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0 MILES SOUTH
 ML0317'ALONG A COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A COUNTY ROAD,
 ML0317'AT THE SOUTHEAST CORNER OF SECTION 8, T. 14 N., R. 13 W., IN THE
 ML0317'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.1 MILE WEST
 ML0317'OF A LARGE 2-STORY FARMHOUSE, 40 FEET WEST OF THE CENTER LINE OF THE
 ML0317'NORTH-SOUTH ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ML0317'ROAD, 9 FEET WEST OF A CORNER FENCE POST, 0.8 FOOT SOUTH OF A
 ML0317'FENCE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0317'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0317'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0446 ***********************************************************************
 ML0446  DESIGNATION -  W 284
 ML0446  PID         -  ML0446
 ML0446  STATE/COUNTY-  NE/HALL
 ML0446  COUNTRY     -  US
 ML0446  USGS QUAD   -  BOELUS (2017)
 ML0446
 ML0446                         *CURRENT SURVEY CONTROL
 ML0446  ______________________________________________________________________
 ML0446* NAD 83(1986) POSITION- 41 00 15.     (N) 098 42 31.     (W)   SCALED
 ML0446* NAVD 88 ORTHO HEIGHT -   617.710 (meters)     2026.60  (feet) ADJUSTED
 ML0446  ______________________________________________________________________
 ML0446  GEOID HEIGHT    -        -24.460 (meters)                     GEOID18
 ML0446  DYNAMIC HEIGHT  -        617.387 (meters)     2025.54  (feet) COMP
 ML0446  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 ML0446
 ML0446  VERT ORDER      -  SECOND    CLASS 0
 ML0446
 ML0446.The horizontal coordinates were scaled from a map and have
 ML0446.an estimated accuracy of +/- 6 seconds.
 ML0446
 ML0446.The orthometric height was determined by differential leveling and
 ML0446.adjusted by the NATIONAL GEODETIC SURVEY
 ML0446.in June 1991.
 ML0446
 ML0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0446.GEOID18 height accuracy estimate available here.
 ML0446
 ML0446.Click photographs - Photos may exist for this station.
 ML0446
 ML0446.The dynamic height is computed by dividing the NAVD 88
 ML0446.geopotential number by the normal gravity value computed on the
 ML0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0446.degrees latitude (g = 980.6199 gals.).
 ML0446
 ML0446.The modeled gravity was interpolated from observed gravity values.
 ML0446
 ML0446;                    North         East    Units  Estimated Accuracy
 ML0446;SPC NE       -   130,810.      608,610.      MT  (+/- 180 meters Scaled)
 ML0446
 ML0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL245392(NAD 83)
 ML0446
 ML0446                          SUPERSEDED SURVEY CONTROL
 ML0446
 ML0446  NGVD 29 (??/??/92)  617.466  (m)         2025.80   (f) ADJ UNCH    2 0
 ML0446
 ML0446.Superseded values are not recommended for survey control.
 ML0446
 ML0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0446.See file dsdata.pdf to determine how the superseded data were derived.
 ML0446
 ML0446_MARKER: DB = BENCH MARK DISK
 ML0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0446_STAMPING: W 284 1949
 ML0446_MARK LOGO: CGS
 ML0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0446+STABILITY: SURFACE MOTION
 ML0446
 ML0446  HISTORY     - Date     Condition        Report By
 ML0446  HISTORY     - 1949     MONUMENTED       CGS
 ML0446  HISTORY     - 19920915 GOOD             NEDR
 ML0446
 ML0446                          STATION DESCRIPTION
 ML0446
 ML0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0446'3.5 MI SE FROM ST MICHAEL.
 ML0446'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0446'ST. MICHAEL, THENCE 2.1 MILES EAST ALONG STATE HIGHWAY NO. 2,
 ML0446'0.3 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 18, T. 12 N.,
 ML0446'R. 12 W., ABOUT 0.15 MILE EAST OF THE SUMMIT OF A HILL, ABOUT
 ML0446'150 FEET EAST OF A DRAW, 41 FEET NORTH OF THE CENTER LINE OF THE
 ML0446'HIGHWAY, 0.6 FOOT SOUTH OF A FENCE, ABOUT 3 FEET BELOW HIGHWAY
 ML0446'LEVEL, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0446'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0446'THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.15 MILES WEST
 ML0446'OF BENCH MARK X 284.
 ML0446
 ML0446                          STATION RECOVERY (1992)
 ML0446
 ML0446'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0446'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0446'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1204 ***********************************************************************
 ML1204  DESIGNATION -  W 284 RESET
 ML1204  PID         -  ML1204
 ML1204  STATE/COUNTY-  NE/HALL
 ML1204  COUNTRY     -  US
 ML1204  USGS QUAD   -  BOELUS (2017)
 ML1204
 ML1204                         *CURRENT SURVEY CONTROL
 ML1204  ______________________________________________________________________
 ML1204* NAD 83(1986) POSITION- 41 00 15.04   (N) 098 42 31.98   (W)   HD_HELD1
 ML1204* NAVD 88 ORTHO HEIGHT -   616.93  (meters)     2024.0   (feet) RESET
 ML1204  ______________________________________________________________________
 ML1204  GEOID HEIGHT    -        -24.460 (meters)                     GEOID18
 ML1204  VERT ORDER      -  THIRD
 ML1204
 ML1204.The horizontal coordinates were determined by differentially corrected
 ML1204.hand held GPS observations or other comparable positioning techniques
 ML1204.and have an estimated accuracy of +/- 3 meters.
 ML1204
 ML1204.The orthometric height was computed from unverified reset data.
 ML1204
 ML1204.No vertical observational check was made to the station.
 ML1204
 ML1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1204.GEOID18 height accuracy estimate available here.
 ML1204
 ML1204.Click photographs - Photos may exist for this station.
 ML1204
 ML1204;                    North         East    Units  Estimated Accuracy
 ML1204;SPC NE       -   130,805.5     608,584.5     MT  (+/- 3 meters HH1 GPS) 
 ML1204
 ML1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2448139261(NAD 83)
 ML1204
 ML1204                          SUPERSEDED SURVEY CONTROL
 ML1204
 ML1204  NGVD 29 (01/31/13)  616.69   (m)         2023.3    (f) RESET       3  
 ML1204
 ML1204.Superseded values are not recommended for survey control.
 ML1204
 ML1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1204.See file dsdata.pdf to determine how the superseded data were derived.
 ML1204
 ML1204_MARKER: DV = VERTICAL CONTROL DISK
 ML1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1204_STAMPING: W 284 RESET 1992
 ML1204_MARK LOGO: NGS
 ML1204_PROJECTION: PROJECTING 3 CENTIMETERS
 ML1204_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1204+STABILITY: SURFACE MOTION
 ML1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1204+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 ML1204
 ML1204  HISTORY     - Date     Condition        Report By
 ML1204  HISTORY     - 1992     MONUMENTED       NEDR
 ML1204  HISTORY     - 20200702 GOOD             NE-079
 ML1204
 ML1204                          STATION DESCRIPTION
 ML1204
 ML1204'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1204'ABOUT 8.69 KM (5.40 MI) WEST FROM CAIRO, 1.05 KM (0.65 MI) EAST FROM
 ML1204'THE HALL BUFFALO COUNTY LINE AND ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1204'HIGHWAY 2, IN THE SE1/4, SEC18, T12N, R12W.  TO REACH THE MARK FROM
 ML1204'THE INTERSECTION OF STATE HIGHWAYS 2 AND 11, IN CAIRO, GO WEST ON
 ML1204'HIGHWAY 2 FOR 8.69 KM (5.40 MI) TO THE MARK ON THE LEFT, IN THE TOP
 ML1204'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.1 FT (0.0 M) ABOVE THE
 ML1204'GROUND SURFACE.  IT IS 27.13 M (89.01 FT) NORTH FROM THE CENTERLINE
 ML1204'OF THE HIGHWAY AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.  A
 ML1204'MAGNET WAS PLACED INTO THE NORTH SIDE OF THE MARKER.
 ML1204
 ML1204                          STATION RECOVERY (2020)
 ML1204
 ML1204'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML1204'THE MARK IS 0.3 MI (0.5 KM) WEST OF THE INTERSECTION OF NE HIGHWAY 2
 ML1204'AND 190TH ROAD, 89.3 FT (27.2 M) NORTH OF THE CENTERLINE OF NE HIGHWAY
 ML1204'2 AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0328 ***********************************************************************
 ML0328  DESIGNATION -  W 285
 ML0328  PID         -  ML0328
 ML0328  STATE/COUNTY-  NE/SHERMAN
 ML0328  COUNTRY     -  US
 ML0328  USGS QUAD   -  ROCKVILLE (2017)
 ML0328
 ML0328                         *CURRENT SURVEY CONTROL
 ML0328  ______________________________________________________________________
 ML0328* NAD 83(1986) POSITION- 41 05 00.     (N) 098 46 38.     (W)   SCALED
 ML0328* NAVD 88 ORTHO HEIGHT -   591.300 (meters)     1939.96  (feet) ADJUSTED
 ML0328  ______________________________________________________________________
 ML0328  GEOID HEIGHT    -        -24.307 (meters)                     GEOID18
 ML0328  DYNAMIC HEIGHT  -        590.994 (meters)     1938.95  (feet) COMP
 ML0328  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 ML0328
 ML0328  VERT ORDER      -  FIRST     CLASS II
 ML0328
 ML0328.The horizontal coordinates were scaled from a map and have
 ML0328.an estimated accuracy of +/- 6 seconds.
 ML0328
 ML0328.The orthometric height was determined by differential leveling and
 ML0328.adjusted by the NATIONAL GEODETIC SURVEY
 ML0328.in June 1991.
 ML0328
 ML0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0328.GEOID18 height accuracy estimate available here.
 ML0328
 ML0328.Click photographs - Photos may exist for this station.
 ML0328
 ML0328.The dynamic height is computed by dividing the NAVD 88
 ML0328.geopotential number by the normal gravity value computed on the
 ML0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0328.degrees latitude (g = 980.6199 gals.).
 ML0328
 ML0328.The modeled gravity was interpolated from observed gravity values.
 ML0328
 ML0328;                    North         East    Units  Estimated Accuracy
 ML0328;SPC NE       -   139,510.      602,710.      MT  (+/- 180 meters Scaled)
 ML0328
 ML0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL187480(NAD 83)
 ML0328
 ML0328                          SUPERSEDED SURVEY CONTROL
 ML0328
 ML0328  NGVD 29 (??/??/92)  591.059  (m)         1939.17   (f) ADJ UNCH    1 2
 ML0328
 ML0328.Superseded values are not recommended for survey control.
 ML0328
 ML0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0328.See file dsdata.pdf to determine how the superseded data were derived.
 ML0328
 ML0328_MARKER: DB = BENCH MARK DISK
 ML0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0328_STAMPING: W 285 1949
 ML0328_MARK LOGO: CGS
 ML0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0328+STABILITY: SURFACE MOTION
 ML0328
 ML0328  HISTORY     - Date     Condition        Report By
 ML0328  HISTORY     - 1949     MONUMENTED       CGS
 ML0328  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0328
 ML0328                          STATION DESCRIPTION
 ML0328
 ML0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0328'3.3 MI NW FROM BOELUS.
 ML0328'3.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION
 ML0328'PACIFIC RAILROAD STATION AT BOELUS, ABOUT 0.1 MILE NORTHWEST OF
 ML0328'MILEPOST NO. 22, AT A PRIVATE ROAD CROSSING, 141 FEET SOUTHWEST
 ML0328'OF THE CENTER LINE OF THE HIGHWAY, 46.2 FEET SOUTHWEST OF THE
 ML0328'SOUTHWEST RAIL OF THE TRACK, 13 FEET NORTHWEST OF THE CENTER
 ML0328'LINE OF THE PRIVATE ROAD, 1.3 FEET NORTHEAST OF A FENCE, 1.4 FEET
 ML0328'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0328'AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ML0328'NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILE SOUTHEAST OF BENCH MARK
 ML0328'X 285.
 ML0328
 ML0328                          STATION RECOVERY (1985)
 ML0328
 ML0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0436 ***********************************************************************
 LH0436  DESIGNATION -  W 286
 LH0436  PID         -  LH0436
 LH0436  STATE/COUNTY-  NE/HALL
 LH0436  COUNTRY     -  US
 LH0436  USGS QUAD   -  PROSSER (2017)
 LH0436
 LH0436                         *CURRENT SURVEY CONTROL
 LH0436  ______________________________________________________________________
 LH0436* NAD 83(1986) POSITION- 40 44 16.     (N) 098 34 54.     (W)   SCALED
 LH0436* NAVD 88 ORTHO HEIGHT -   598.173 (meters)     1962.51  (feet) ADJUSTED
 LH0436  ______________________________________________________________________
 LH0436  GEOID HEIGHT    -        -24.923 (meters)                     GEOID18
 LH0436  DYNAMIC HEIGHT  -        597.844 (meters)     1961.43  (feet) COMP
 LH0436  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 LH0436
 LH0436  VERT ORDER      -  SECOND    CLASS 0
 LH0436
 LH0436.The horizontal coordinates were scaled from a map and have
 LH0436.an estimated accuracy of +/- 6 seconds.
 LH0436
 LH0436.The orthometric height was determined by differential leveling and
 LH0436.adjusted by the NATIONAL GEODETIC SURVEY
 LH0436.in June 1991.
 LH0436
 LH0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0436.GEOID18 height accuracy estimate available here.
 LH0436
 LH0436.Click photographs - Photos may exist for this station.
 LH0436
 LH0436.The dynamic height is computed by dividing the NAVD 88
 LH0436.geopotential number by the normal gravity value computed on the
 LH0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0436.degrees latitude (g = 980.6199 gals.).
 LH0436
 LH0436.The modeled gravity was interpolated from observed gravity values.
 LH0436
 LH0436;                    North         East    Units  Estimated Accuracy
 LH0436;SPC NE       -   101,400.      619,770.      MT  (+/- 180 meters Scaled)
 LH0436
 LH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL353097(NAD 83)
 LH0436
 LH0436                          SUPERSEDED SURVEY CONTROL
 LH0436
 LH0436  NGVD 29 (??/??/92)  597.922  (m)         1961.68   (f) ADJ UNCH    2 0
 LH0436
 LH0436.Superseded values are not recommended for survey control.
 LH0436
 LH0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0436.See file dsdata.pdf to determine how the superseded data were derived.
 LH0436
 LH0436_MARKER: DB = BENCH MARK DISK
 LH0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0436_SP_SET: BRIDGE ABUTMENT
 LH0436_STAMPING: W 286 1949
 LH0436_MARK LOGO: CGS
 LH0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0436
 LH0436  HISTORY     - Date     Condition        Report By
 LH0436  HISTORY     - 1949     MONUMENTED       CGS
 LH0436  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0436
 LH0436                          STATION DESCRIPTION
 LH0436
 LH0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0436'7 MI SE FROM WOOD RIVER.
 LH0436'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0436'STATION AT WOOD RIVER, THENCE 5.5 MILES SOUTH ALONG A GRAVELED
 LH0436'ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.6
 LH0436'MILE SOUTHEAST ALONG A GRAVELED ROAD, SET IN THE TOP OF THE
 LH0436'WEST WINGWALL OF THE NORTH ABUTMENT OF A ONE SPAN BRIDGE OVER
 LH0436'THE SOUTH CHANNEL OF THE PLATTE RIVER, 12 FEET WEST OF THE
 LH0436'CENTER LINE OF THE ROAD, 7.3 FEET NORTHWEST OF THE NORTH END OF
 LH0436'THE WEST BANISTER OF THE BRIDGE, 2.2 FEET SOUTHEAST OF THE
 LH0436'NORTHWEST END OF THE WINGWALL, AND ABOUT 0.4 FOOT BELOW THE
 LH0436'SURFACE OF THE ROAD.  NOTE-- NEW BRIDGE BUILT FOR PAVED ROAD.
 LH0436
 LH0436                          STATION RECOVERY (1960)
 LH0436
 LH0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0438 ***********************************************************************
 LH0438  DESIGNATION -  W 287
 LH0438  PID         -  LH0438
 LH0438  STATE/COUNTY-  NE/HALL
 LH0438  COUNTRY     -  US
 LH0438  USGS QUAD   -  PROSSER (2017)
 LH0438
 LH0438                         *CURRENT SURVEY CONTROL
 LH0438  ______________________________________________________________________
 LH0438* NAD 83(1986) POSITION- 40 43 52.     (N) 098 36 41.     (W)   SCALED
 LH0438* NAVD 88 ORTHO HEIGHT -   601.082 (meters)     1972.05  (feet) ADJUSTED
 LH0438  ______________________________________________________________________
 LH0438  GEOID HEIGHT    -        -24.905 (meters)                     GEOID18
 LH0438  DYNAMIC HEIGHT  -        600.751 (meters)     1970.96  (feet) COMP
 LH0438  MODELED GRAVITY -    980,054.3   (mgal)                       NAVD 88
 LH0438
 LH0438  VERT ORDER      -  SECOND    CLASS 0
 LH0438
 LH0438.The horizontal coordinates were scaled from a map and have
 LH0438.an estimated accuracy of +/- 6 seconds.
 LH0438
 LH0438.The orthometric height was determined by differential leveling and
 LH0438.adjusted by the NATIONAL GEODETIC SURVEY
 LH0438.in June 1991.
 LH0438
 LH0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0438.GEOID18 height accuracy estimate available here.
 LH0438
 LH0438.Click photographs - Photos may exist for this station.
 LH0438
 LH0438.The dynamic height is computed by dividing the NAVD 88
 LH0438.geopotential number by the normal gravity value computed on the
 LH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0438.degrees latitude (g = 980.6199 gals.).
 LH0438
 LH0438.The modeled gravity was interpolated from observed gravity values.
 LH0438
 LH0438;                    North         East    Units  Estimated Accuracy
 LH0438;SPC NE       -   100,620.      617,270.      MT  (+/- 180 meters Scaled)
 LH0438
 LH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL328089(NAD 83)
 LH0438
 LH0438                          SUPERSEDED SURVEY CONTROL
 LH0438
 LH0438  NGVD 29 (??/??/92)  600.831  (m)         1971.23   (f) ADJ UNCH    2 0
 LH0438
 LH0438.Superseded values are not recommended for survey control.
 LH0438
 LH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0438.See file dsdata.pdf to determine how the superseded data were derived.
 LH0438
 LH0438_MARKER: DB = BENCH MARK DISK
 LH0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0438_STAMPING: W 287 1949
 LH0438_MARK LOGO: CGS
 LH0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0438+STABILITY: SURFACE MOTION
 LH0438
 LH0438  HISTORY     - Date     Condition        Report By
 LH0438  HISTORY     - 1949     MONUMENTED       CGS
 LH0438
 LH0438                          STATION DESCRIPTION
 LH0438
 LH0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0438'6.6 MI E FROM DENMAN.
 LH0438'6.6 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0438'SCHOOL AT DENMAN, AT DISTRICT NO 20 SCHOOLHOUSE, 110 FEET
 LH0438'NORTHWEST OF THE CENTER LINE OF THE ROAD, 27.0 FEET WEST OF THE
 LH0438'SOUTHWEST CORNER OF THE SCHOOLHOUSE, 1.0 FOOT EAST OF A FENCE,
 LH0438'2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0438'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0461 ***********************************************************************
 LH0461  DESIGNATION -  W 288
 LH0461  PID         -  LH0461
 LH0461  STATE/COUNTY-  NE/KEARNEY
 LH0461  COUNTRY     -  US
 LH0461  USGS QUAD   -  NEWARK (2017)
 LH0461
 LH0461                         *CURRENT SURVEY CONTROL
 LH0461  ______________________________________________________________________
 LH0461* NAD 83(1986) POSITION- 40 38 26.     (N) 098 55 58.     (W)   SCALED
 LH0461* NAVD 88 ORTHO HEIGHT -   637.363 (meters)     2091.08  (feet) ADJUSTED
 LH0461  ______________________________________________________________________
 LH0461  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 LH0461  DYNAMIC HEIGHT  -        636.998 (meters)     2089.88  (feet) COMP
 LH0461  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 LH0461
 LH0461  VERT ORDER      -  SECOND    CLASS 0
 LH0461
 LH0461.The horizontal coordinates were scaled from a map and have
 LH0461.an estimated accuracy of +/- 6 seconds.
 LH0461
 LH0461.The orthometric height was determined by differential leveling and
 LH0461.adjusted by the NATIONAL GEODETIC SURVEY
 LH0461.in June 1991.
 LH0461
 LH0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0461.GEOID18 height accuracy estimate available here.
 LH0461
 LH0461.Click photographs - Photos may exist for this station.
 LH0461
 LH0461.The dynamic height is computed by dividing the NAVD 88
 LH0461.geopotential number by the normal gravity value computed on the
 LH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0461.degrees latitude (g = 980.6199 gals.).
 LH0461
 LH0461.The modeled gravity was interpolated from observed gravity values.
 LH0461
 LH0461;                    North         East    Units  Estimated Accuracy
 LH0461;SPC NE       -    90,180.      590,250.      MT  (+/- 180 meters Scaled)
 LH0461
 LH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK056988(NAD 83)
 LH0461
 LH0461                          SUPERSEDED SURVEY CONTROL
 LH0461
 LH0461  NGVD 29 (??/??/92)  637.102  (m)         2090.23   (f) ADJ UNCH    2 0
 LH0461
 LH0461.Superseded values are not recommended for survey control.
 LH0461
 LH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0461.See file dsdata.pdf to determine how the superseded data were derived.
 LH0461
 LH0461_MARKER: DB = BENCH MARK DISK
 LH0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0461_STAMPING: W 288 1949
 LH0461_MARK LOGO: CGS
 LH0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0461+STABILITY: SURFACE MOTION
 LH0461
 LH0461  HISTORY     - Date     Condition        Report By
 LH0461  HISTORY     - 1949     MONUMENTED       CGS
 LH0461  HISTORY     - 20040512 MARK NOT FOUND   NEDR
 LH0461
 LH0461                          STATION DESCRIPTION
 LH0461
 LH0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0461'1.7 MI E FROM NEWARK.
 LH0461'0.7 MILES EAST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY SCHOOL
 LH0461'AT NEWARK, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 0.1 MILE
 LH0461'NORTH OF THE FARMHOUSE OF RALPH E. OLSON, AT THE WEST SIDE OF A
 LH0461'GROVE OF LARGE COTTONWOOD TREES, 116 FEET SOUTH OF THE CENTER
 LH0461'LINE OF AN EAST-WEST ROAD, 86.0 FEET SOUTH OF A FENCE CORNER
 LH0461'POST, 26 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 3.3
 LH0461'FEET EAST OF A FENCE, 2.3 FEET NORTH OF A REFERENCE POST, AND SET
 LH0461'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0461'THE GROUND.
 LH0461
 LH0461                          STATION RECOVERY (2004)
 LH0461
 LH0461'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LH0461'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9078 ***********************************************************************
 DG9078  DESIGNATION -  W 288 RESET
 DG9078  PID         -  DG9078
 DG9078  STATE/COUNTY-  NE/KEARNEY
 DG9078  COUNTRY     -  US
 DG9078  USGS QUAD   -  NEWARK (2017)
 DG9078
 DG9078                         *CURRENT SURVEY CONTROL
 DG9078  ______________________________________________________________________
 DG9078* NAD 83(1986) POSITION- 40 38 26.     (N) 098 55 58.     (W)   SCALED
 DG9078* NAVD 88 ORTHO HEIGHT -   637.40  (meters)     2091.2   (feet) RESET
 DG9078  ______________________________________________________________________
 DG9078  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 DG9078  VERT ORDER      -  THIRD
 DG9078
 DG9078.The horizontal coordinates were scaled from a map and have
 DG9078.an estimated accuracy of +/- 6 seconds.
 DG9078
 DG9078.The orthometric height was computed from unverified reset data.
 DG9078
 DG9078.No vertical observational check was made to the station.
 DG9078
 DG9078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9078.GEOID18 height accuracy estimate available here.
 DG9078
 DG9078.Click photographs - Photos may exist for this station.
 DG9078
 DG9078;                    North         East    Units  Estimated Accuracy
 DG9078;SPC NE       -    90,180.      590,250.      MT  (+/- 180 meters Scaled)
 DG9078
 DG9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK056988(NAD 83)
 DG9078
 DG9078                          SUPERSEDED SURVEY CONTROL
 DG9078
 DG9078.No superseded survey control is available for this station.
 DG9078
 DG9078_MARKER: DV = VERTICAL CONTROL DISK
 DG9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9078_STAMPING: W 288 RESET 2004
 DG9078_MARK LOGO: NGS
 DG9078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9078+STABILITY: SURFACE MOTION
 DG9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9078+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 DG9078
 DG9078  HISTORY     - Date     Condition        Report By
 DG9078  HISTORY     - 2004     MONUMENTED       NEDR
 DG9078  HISTORY     - 20040928 GOOD             INDIV
 DG9078
 DG9078                          STATION DESCRIPTION
 DG9078
 DG9078'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9078'NEAREST TOWN MINDEN.  FROM THE INTERSECTION OF HIGHWAY 10 AND COUNTY
 DG9078'ROAD V APPROXIMATELY 3.0 MILES (4.8 KM) SOUTH OF I80, GO EAST ON
 DG9078'COUNTY ROAD V 1.0 MILE (1.6 KM) TO BENCHMARK.  3.6 FEET (1.1 M) SOUTH
 DG9078'TO BOTTOM OF ORANGE WITNESS SIGN.  61.88 FEET (18.86 M) EAST TO NAIL
 DG9078'IN POWER POLE.  8.1 FEET (2.5 M) SOUTHWEST TO V ROAD, 33 RD SIGN.
 DG9078
 DG9078                          STATION RECOVERY (2004)
 DG9078
 DG9078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LLB)
 DG9078'ADDITIONAL TIES, SOUTH 42 FEET TO COUNTY ROAD V, AND EAST 30 FEET TO
 DG9078'COUNTY ROAD 33 IN NORTHWEST CORNER OF INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0375 ***********************************************************************
 ML0375  DESIGNATION -  W 289
 ML0375  PID         -  ML0375
 ML0375  STATE/COUNTY-  NE/SHERMAN
 ML0375  COUNTRY     -  US
 ML0375  USGS QUAD   -  ASHTON (2017)
 ML0375
 ML0375                         *CURRENT SURVEY CONTROL
 ML0375  ______________________________________________________________________
 ML0375* NAD 83(1986) POSITION- 41 08 24.     (N) 098 51 33.     (W)   SCALED
 ML0375* NAVD 88 ORTHO HEIGHT -   605.859 (meters)     1987.72  (feet) ADJUSTED
 ML0375  ______________________________________________________________________
 ML0375  GEOID HEIGHT    -        -24.148 (meters)                     GEOID18
 ML0375  DYNAMIC HEIGHT  -        605.548 (meters)     1986.70  (feet) COMP
 ML0375  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 ML0375
 ML0375  VERT ORDER      -  SECOND    CLASS 0
 ML0375
 ML0375.The horizontal coordinates were scaled from a map and have
 ML0375.an estimated accuracy of +/- 6 seconds.
 ML0375
 ML0375.The orthometric height was determined by differential leveling and
 ML0375.adjusted by the NATIONAL GEODETIC SURVEY
 ML0375.in June 1991.
 ML0375
 ML0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0375.GEOID18 height accuracy estimate available here.
 ML0375
 ML0375.Click photographs - Photos may exist for this station.
 ML0375
 ML0375.The dynamic height is computed by dividing the NAVD 88
 ML0375.geopotential number by the normal gravity value computed on the
 ML0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0375.degrees latitude (g = 980.6199 gals.).
 ML0375
 ML0375.The modeled gravity was interpolated from observed gravity values.
 ML0375
 ML0375;                    North         East    Units  Estimated Accuracy
 ML0375;SPC NE       -   145,710.      595,750.      MT  (+/- 180 meters Scaled)
 ML0375
 ML0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL118543(NAD 83)
 ML0375
 ML0375                          SUPERSEDED SURVEY CONTROL
 ML0375
 ML0375  NGVD 29 (??/??/92)  605.619  (m)         1986.94   (f) ADJ UNCH    2 0
 ML0375
 ML0375.Superseded values are not recommended for survey control.
 ML0375
 ML0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0375.See file dsdata.pdf to determine how the superseded data were derived.
 ML0375
 ML0375_MARKER: DB = BENCH MARK DISK
 ML0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0375_STAMPING: W 289 1949
 ML0375_MARK LOGO: CGS
 ML0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0375+STABILITY: SURFACE MOTION
 ML0375
 ML0375  HISTORY     - Date     Condition        Report By
 ML0375  HISTORY     - 1949     MONUMENTED       CGS
 ML0375  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0375
 ML0375                          STATION DESCRIPTION
 ML0375
 ML0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0375'2 MI NW FROM ROCKVILLE.
 ML0375'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0375'STATION AT ROCKVILLE, 4 POLES SOUTHEAST OF MILEPOST 28, 46 FEET
 ML0375'NORTHEAST OF THE NORTHEAST RAIL, 36 FEET SOUTHWEST OF THE CENTER
 ML0375'LINE OF STATE HIGHWAY 58, 7.0 FEET SOUTHEAST OF THE 4TH POLE
 ML0375'SOUTHEAST OF MILEPOST 28, 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY
 ML0375'FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0375'5.5 FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0375
 ML0375                          STATION RECOVERY (1985)
 ML0375
 ML0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0806 ***********************************************************************
 MK0806  DESIGNATION -  W 290
 MK0806  PID         -  MK0806
 MK0806  STATE/COUNTY-  NE/SARPY
 MK0806  COUNTRY     -  US
 MK0806  USGS QUAD   -  ASHLAND EAST (2017)
 MK0806
 MK0806                         *CURRENT SURVEY CONTROL
 MK0806  ______________________________________________________________________
 MK0806* NAD 83(1986) POSITION- 41 03 55.     (N) 096 17 17.     (W)   SCALED
 MK0806* NAVD 88 ORTHO HEIGHT -   337.929 (meters)     1108.69  (feet) ADJUSTED
 MK0806  ______________________________________________________________________
 MK0806  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 MK0806  DYNAMIC HEIGHT  -        337.791 (meters)     1108.24  (feet) COMP
 MK0806  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 MK0806
 MK0806  VERT ORDER      -  SECOND    CLASS 0
 MK0806
 MK0806.The horizontal coordinates were scaled from a map and have
 MK0806.an estimated accuracy of +/- 6 seconds.
 MK0806
 MK0806.The orthometric height was determined by differential leveling and
 MK0806.adjusted by the NATIONAL GEODETIC SURVEY
 MK0806.in June 1991.
 MK0806
 MK0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0806.GEOID18 height accuracy estimate available here.
 MK0806
 MK0806.Click photographs - Photos may exist for this station.
 MK0806
 MK0806.The dynamic height is computed by dividing the NAVD 88
 MK0806.geopotential number by the normal gravity value computed on the
 MK0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0806.degrees latitude (g = 980.6199 gals.).
 MK0806
 MK0806.The modeled gravity was interpolated from observed gravity values.
 MK0806
 MK0806;                    North         East    Units  Estimated Accuracy
 MK0806;SPC NE       -   143,470.      811,800.      MT  (+/- 180 meters Scaled)
 MK0806
 MK0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL278495(NAD 83)
 MK0806
 MK0806                          SUPERSEDED SURVEY CONTROL
 MK0806
 MK0806  NGVD 29 (??/??/92)  337.827  (m)         1108.35   (f) ADJ UNCH    2 0
 MK0806
 MK0806.Superseded values are not recommended for survey control.
 MK0806
 MK0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0806.See file dsdata.pdf to determine how the superseded data were derived.
 MK0806
 MK0806_MARKER: DB = BENCH MARK DISK
 MK0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0806_STAMPING: W 290 1950
 MK0806_MARK LOGO: CGS
 MK0806_PROJECTION: RECESSED 6 CENTIMETERS
 MK0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0806+STABILITY: SURFACE MOTION
 MK0806
 MK0806  HISTORY     - Date     Condition        Report By
 MK0806  HISTORY     - 1950     MONUMENTED       CGS
 MK0806
 MK0806                          STATION DESCRIPTION
 MK0806
 MK0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0806'2.1 MI S FROM MELIA.
 MK0806'0.5 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0806'RAILROAD FROM THE STATION SIGN AT MELIA, THENCE 1.6 MILES SOUTH
 MK0806'ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 180 FEET EAST OF THE
 MK0806'CENTER LINE OF A NORTH AND SOUTH ROAD, 47 FEET SOUTH OF THE CENTER
 MK0806'LINE OF A ROAD LEADING EAST, 32.6 FEET NORTHEAST OF THE
 MK0806'NORTHEAST CORNER OF THE J.K. MORRISON FARMHOUSE, 12.1 FEET
 MK0806'SOUTHWEST OF THE SOUTHWEST CORNER OF A BROODER HOUSE, 14 FEET
 MK0806'NORTH OF THE CENTER OF A GATE, 21 FEET SOUTH OF A FENCE CORNER,
 MK0806'1.4 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MK0806'WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0421 ***********************************************************************
 LH0421  DESIGNATION -  W 291
 LH0421  PID         -  LH0421
 LH0421  STATE/COUNTY-  NE/BUFFALO
 LH0421  COUNTRY     -  US
 LH0421  USGS QUAD   -  SHELTON (2017)
 LH0421
 LH0421                         *CURRENT SURVEY CONTROL
 LH0421  ______________________________________________________________________
 LH0421* NAD 83(1986) POSITION- 40 50 38.     (N) 098 44 26.     (W)   SCALED
 LH0421* NAVD 88 ORTHO HEIGHT -   613.178 (meters)     2011.73  (feet) ADJUSTED
 LH0421  ______________________________________________________________________
 LH0421  GEOID HEIGHT    -        -24.634 (meters)                     GEOID18
 LH0421  DYNAMIC HEIGHT  -        612.841 (meters)     2010.63  (feet) COMP
 LH0421  MODELED GRAVITY -    980,054.7   (mgal)                       NAVD 88
 LH0421
 LH0421  VERT ORDER      -  FIRST     CLASS II
 LH0421
 LH0421.The horizontal coordinates were scaled from a map and have
 LH0421.an estimated accuracy of +/- 6 seconds.
 LH0421
 LH0421.The orthometric height was determined by differential leveling and
 LH0421.adjusted by the NATIONAL GEODETIC SURVEY
 LH0421.in June 1991.
 LH0421
 LH0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0421.GEOID18 height accuracy estimate available here.
 LH0421
 LH0421.Click photographs - Photos may exist for this station.
 LH0421
 LH0421.The dynamic height is computed by dividing the NAVD 88
 LH0421.geopotential number by the normal gravity value computed on the
 LH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0421.degrees latitude (g = 980.6199 gals.).
 LH0421
 LH0421.The modeled gravity was interpolated from observed gravity values.
 LH0421
 LH0421;                    North         East    Units  Estimated Accuracy
 LH0421;SPC NE       -   112,970.      606,180.      MT  (+/- 180 meters Scaled)
 LH0421
 LH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218214(NAD 83)
 LH0421
 LH0421                          SUPERSEDED SURVEY CONTROL
 LH0421
 LH0421  NGVD 29 (??/??/92)  612.921  (m)         2010.89   (f) ADJ UNCH    1 2
 LH0421
 LH0421.Superseded values are not recommended for survey control.
 LH0421
 LH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0421.See file dsdata.pdf to determine how the superseded data were derived.
 LH0421
 LH0421_MARKER: DB = BENCH MARK DISK
 LH0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0421_STAMPING: W 291 1949
 LH0421_MARK LOGO: CGS
 LH0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0421+STABILITY: SURFACE MOTION
 LH0421
 LH0421  HISTORY     - Date     Condition        Report By
 LH0421  HISTORY     - 1949     MONUMENTED       CGS
 LH0421
 LH0421                          STATION DESCRIPTION
 LH0421
 LH0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0421'4.5 MI N FROM SHELTON.
 LH0421'4.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0421'SHELTON, AT THE NORTHEAST CORNER OF SECTION 14, T. 10 N.,
 LH0421'R. 13 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0421'IN THE SOUTHEAST CORNER OF A SCHOOLYARD, 298 FEET SOUTH OF THE
 LH0421'CENTER LINE OF THE EAST-WEST ROAD, 87 FEET SOUTHEAST OF THE
 LH0421'SOUTHEAST CORNER OF THE BUILDING, 38 FEET WEST OF THE CENTER
 LH0421'LINE OF THE NORTH-SOUTH ROAD, 1.2 FEET NORTH OF A FENCE, SET
 LH0421'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0421'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0555 ***********************************************************************
 LH0555  DESIGNATION -  W 292
 LH0555  PID         -  LH0555
 LH0555  STATE/COUNTY-  NE/BUFFALO
 LH0555  COUNTRY     -  US
 LH0555  USGS QUAD   -  RIVERDALE (2017)
 LH0555
 LH0555                         *CURRENT SURVEY CONTROL
 LH0555  ______________________________________________________________________
 LH0555* NAD 83(1986) POSITION- 40 45 22.     (N) 099 14 08.     (W)   SCALED
 LH0555* NAVD 88 ORTHO HEIGHT -   704.894 (meters)     2312.64  (feet) ADJUSTED
 LH0555  ______________________________________________________________________
 LH0555  GEOID HEIGHT    -        -24.257 (meters)                     GEOID18
 LH0555  DYNAMIC HEIGHT  -        704.493 (meters)     2311.32  (feet) COMP
 LH0555  MODELED GRAVITY -    980,031.6   (mgal)                       NAVD 88
 LH0555
 LH0555  VERT ORDER      -  SECOND    CLASS 0
 LH0555
 LH0555.The horizontal coordinates were scaled from a map and have
 LH0555.an estimated accuracy of +/- 6 seconds.
 LH0555
 LH0555.The orthometric height was determined by differential leveling and
 LH0555.adjusted by the NATIONAL GEODETIC SURVEY
 LH0555.in June 1991.
 LH0555
 LH0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0555.GEOID18 height accuracy estimate available here.
 LH0555
 LH0555.Click photographs - Photos may exist for this station.
 LH0555
 LH0555.The dynamic height is computed by dividing the NAVD 88
 LH0555.geopotential number by the normal gravity value computed on the
 LH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0555.degrees latitude (g = 980.6199 gals.).
 LH0555
 LH0555.The modeled gravity was interpolated from observed gravity values.
 LH0555
 LH0555;                    North         East    Units  Estimated Accuracy
 LH0555;SPC NE       -   102,740.      564,540.      MT  (+/- 180 meters Scaled)
 LH0555
 LH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801117(NAD 83)
 LH0555
 LH0555                          SUPERSEDED SURVEY CONTROL
 LH0555
 LH0555  NGVD 29 (??/??/92)  704.642  (m)         2311.81   (f) ADJ UNCH    2 0
 LH0555
 LH0555.Superseded values are not recommended for survey control.
 LH0555
 LH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0555.See file dsdata.pdf to determine how the superseded data were derived.
 LH0555
 LH0555_MARKER: DB = BENCH MARK DISK
 LH0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0555_STAMPING: W 292 1949
 LH0555_MARK LOGO: CGS
 LH0555_PROJECTION: RECESSED 6 CENTIMETERS
 LH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0555+STABILITY: SURFACE MOTION
 LH0555
 LH0555  HISTORY     - Date     Condition        Report By
 LH0555  HISTORY     - 1949     MONUMENTED       CGS
 LH0555
 LH0555                          STATION DESCRIPTION
 LH0555
 LH0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0555'6.5 MI SE FROM AMHERST.
 LH0555'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0555'PACIFIC RAILROAD STATION AT AMHERST, THENCE 4.2 MILES SOUTH
 LH0555'ALONG A COUNTY ROAD, NEAR THE NORTHWEST CORNER OF SECTION 14,
 LH0555'T. 9 N., R. 17 W., 364 FEET SOUTH OF THE PROJECTED CENTER LINE
 LH0555'OF A SIDE ROAD LEADING WEST, AT THE SUMMIT OF A HILL, 30 FEET
 LH0555'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT WEST OF A
 LH0555'FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0555'CONCRETE POST AT A DEPTH OF 5 FEET AND ABOUT 0.2 FOOT BELOW
 LH0555'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0609 ***********************************************************************
 LH0609  DESIGNATION -  W 293
 LH0609  PID         -  LH0609
 LH0609  STATE/COUNTY-  NE/BUFFALO
 LH0609  COUNTRY     -  US
 LH0609  USGS QUAD   -  PLEASANTON (2017)
 LH0609
 LH0609                         *CURRENT SURVEY CONTROL
 LH0609  ______________________________________________________________________
 LH0609* NAD 83(1986) POSITION- 40 58 29.72   (N) 099 06 07.25   (W)   HD_HELD1
 LH0609* NAVD 88 ORTHO HEIGHT -   661.955 (meters)     2171.76  (feet) ADJUSTED
 LH0609  ______________________________________________________________________
 LH0609  GEOID HEIGHT    -        -24.025 (meters)                     GEOID18
 LH0609  DYNAMIC HEIGHT  -        661.599 (meters)     2170.60  (feet) COMP
 LH0609  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LH0609
 LH0609  VERT ORDER      -  SECOND    CLASS 0
 LH0609
 LH0609.The horizontal coordinates were determined by differentially corrected
 LH0609.hand held GPS observations or other comparable positioning techniques
 LH0609.and have an estimated accuracy of +/- 3 meters.
 LH0609
 LH0609.The orthometric height was determined by differential leveling and
 LH0609.adjusted by the NATIONAL GEODETIC SURVEY
 LH0609.in June 1991.
 LH0609
 LH0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0609.GEOID18 height accuracy estimate available here.
 LH0609
 LH0609.Click photographs - Photos may exist for this station.
 LH0609
 LH0609.The dynamic height is computed by dividing the NAVD 88
 LH0609.geopotential number by the normal gravity value computed on the
 LH0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0609.degrees latitude (g = 980.6199 gals.).
 LH0609
 LH0609.The modeled gravity was interpolated from observed gravity values.
 LH0609
 LH0609;                    North         East    Units  Estimated Accuracy
 LH0609;SPC NE       -   127,139.2     575,556.9     MT  (+/- 3 meters HH1 GPS) 
 LH0609
 LH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9141735978(NAD 83)
 LH0609
 LH0609                          SUPERSEDED SURVEY CONTROL
 LH0609
 LH0609  NGVD 29 (??/??/92)  661.713  (m)         2170.97   (f) ADJ UNCH    2 0
 LH0609
 LH0609.Superseded values are not recommended for survey control.
 LH0609
 LH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0609.See file dsdata.pdf to determine how the superseded data were derived.
 LH0609
 LH0609_MARKER: DB = BENCH MARK DISK
 LH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0609_STAMPING: W 293 1949
 LH0609_MARK LOGO: CGS
 LH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0609+STABILITY: SURFACE MOTION
 LH0609
 LH0609  HISTORY     - Date     Condition        Report By
 LH0609  HISTORY     - 1949     MONUMENTED       CGS
 LH0609
 LH0609                          STATION DESCRIPTION
 LH0609
 LH0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0609'1.5 MI NW FROM PLEASANTON.
 LH0609'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER THE
 LH0609'SOUTH LOUP RIVER AT PLEASANTON, THENCE 0.8 MILE WEST ALONG A COUNTY
 LH0609'ROAD, AT A T-JUNCTION OF ROADS, IN A NORTH-SOUTH FENCE LINE, ABOUT
 LH0609'0.1 MILE NORTHEAST OF AN ABANDONED FARMHOUSE, 39 FEET SOUTH OF THE
 LH0609'CENTER LINE OF THE EAST-WEST ROAD, 6 FEET EAST OF A POINT ON THE
 LH0609'PROJECTED CENTER LINE OF THE SIDE ROAD LEADING NORTH, 2.4 FEET
 LH0609'SOUTH OF A POWER LINE POLE, 1.4 FEET NORTH OF A REFERENCE POST,
 LH0609'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0609'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0128 ***********************************************************************
 LG0128  DESIGNATION -  W 295
 LG0128  PID         -  LG0128
 LG0128  STATE/COUNTY-  NE/CASS
 LG0128  COUNTRY     -  US
 LG0128  USGS QUAD   -  MURDOCK (2017)
 LG0128
 LG0128                         *CURRENT SURVEY CONTROL
 LG0128  ______________________________________________________________________
 LG0128* NAD 83(1986) POSITION- 40 58 45.     (N) 096 15 03.     (W)   SCALED
 LG0128* NAVD 88 ORTHO HEIGHT -   331.222 (meters)     1086.68  (feet) ADJUSTED
 LG0128  ______________________________________________________________________
 LG0128  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 LG0128  DYNAMIC HEIGHT  -        331.087 (meters)     1086.24  (feet) COMP
 LG0128  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 LG0128
 LG0128  VERT ORDER      -  SECOND    CLASS 0
 LG0128
 LG0128.The horizontal coordinates were scaled from a map and have
 LG0128.an estimated accuracy of +/- 6 seconds.
 LG0128
 LG0128.The orthometric height was determined by differential leveling and
 LG0128.adjusted by the NATIONAL GEODETIC SURVEY
 LG0128.in June 1991.
 LG0128
 LG0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0128.GEOID18 height accuracy estimate available here.
 LG0128
 LG0128.Click photographs - Photos may exist for this station.
 LG0128
 LG0128.The dynamic height is computed by dividing the NAVD 88
 LG0128.geopotential number by the normal gravity value computed on the
 LG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0128.degrees latitude (g = 980.6199 gals.).
 LG0128
 LG0128.The modeled gravity was interpolated from observed gravity values.
 LG0128
 LG0128;                    North         East    Units  Estimated Accuracy
 LG0128;SPC NE       -   134,060.      815,340.      MT  (+/- 180 meters Scaled)
 LG0128
 LG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL312400(NAD 83)
 LG0128
 LG0128                          SUPERSEDED SURVEY CONTROL
 LG0128
 LG0128  NGVD 29 (??/??/92)  331.123  (m)         1086.36   (f) ADJ UNCH    2 0
 LG0128
 LG0128.Superseded values are not recommended for survey control.
 LG0128
 LG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0128.See file dsdata.pdf to determine how the superseded data were derived.
 LG0128
 LG0128_MARKER: DB = BENCH MARK DISK
 LG0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0128_STAMPING: W 295 1950
 LG0128_MARK LOGO: CGS
 LG0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0128+STABILITY: SURFACE MOTION
 LG0128
 LG0128  HISTORY     - Date     Condition        Report By
 LG0128  HISTORY     - 1950     MONUMENTED       CGS
 LG0128  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0128
 LG0128                          STATION DESCRIPTION
 LG0128
 LG0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0128'2 MI S FROM SOUTH BEND.
 LG0128'0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 LG0128'BEND, THENCE 1.8 MILES SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 LG0128'INTERSECTION, 73 FEET WEST OF THE WEST RAIL OF THE CHICAGO,
 LG0128'ROCK ISLAND AND PACIFIC RAILROAD, 25 FEET WEST OF THE CENTER
 LG0128'LINE OF A NORTH AND SOUTH ROAD, 24 FEET SOUTH OF THE CENTER
 LG0128'LINE OF AN EAST AND WEST ROAD, 6 FEET WEST OF A POWER POLE, 2.7
 LG0128'FEET NORTH OF A TELEPHONE POLE, 2.0 FEET NORTHEAST OF A WITNESS
 LG0128'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LG0128'ABOVE THE GROUND.  NOTE-- THE ROAD INTERSECTION HAS BEEN CHANGED
 LG0128'SINCE BENCH MARK WAS SET.  IT WAS PROBABLY BURIED OR DESTROYED
 LG0128'BY ROAD CONSTRUCTION.
 LG0128
 LG0128                          STATION RECOVERY (1964)
 LG0128
 LG0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0148 ***********************************************************************
 LG0148  DESIGNATION -  W 296
 LG0148  PID         -  LG0148
 LG0148  STATE/COUNTY-  NE/CASS
 LG0148  COUNTRY     -  US
 LG0148  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0148
 LG0148                         *CURRENT SURVEY CONTROL
 LG0148  ______________________________________________________________________
 LG0148* NAD 83(1986) POSITION- 40 54 58.     (N) 096 02 42.     (W)   SCALED
 LG0148* NAVD 88 ORTHO HEIGHT -   382.211 (meters)     1253.97  (feet) ADJUSTED
 LG0148  ______________________________________________________________________
 LG0148  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 LG0148  DYNAMIC HEIGHT  -        382.049 (meters)     1253.44  (feet) COMP
 LG0148  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 LG0148
 LG0148  VERT ORDER      -  SECOND    CLASS 0
 LG0148
 LG0148.The horizontal coordinates were scaled from a map and have
 LG0148.an estimated accuracy of +/- 6 seconds.
 LG0148
 LG0148.The orthometric height was determined by differential leveling and
 LG0148.adjusted by the NATIONAL GEODETIC SURVEY
 LG0148.in June 1991.
 LG0148
 LG0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0148.GEOID18 height accuracy estimate available here.
 LG0148
 LG0148.Click photographs - Photos may exist for this station.
 LG0148
 LG0148.The dynamic height is computed by dividing the NAVD 88
 LG0148.geopotential number by the normal gravity value computed on the
 LG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0148.degrees latitude (g = 980.6199 gals.).
 LG0148
 LG0148.The modeled gravity was interpolated from observed gravity values.
 LG0148
 LG0148;                    North         East    Units  Estimated Accuracy
 LG0148;SPC NE       -   127,840.      832,960.      MT  (+/- 180 meters Scaled)
 LG0148
 LG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL488336(NAD 83)
 LG0148
 LG0148                          SUPERSEDED SURVEY CONTROL
 LG0148
 LG0148  NGVD 29 (??/??/92)  382.113  (m)         1253.65   (f) ADJ UNCH    2 0
 LG0148
 LG0148.Superseded values are not recommended for survey control.
 LG0148
 LG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0148.See file dsdata.pdf to determine how the superseded data were derived.
 LG0148
 LG0148_MARKER: DB = BENCH MARK DISK
 LG0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0148_STAMPING: W 296 1949
 LG0148_MARK LOGO: CGS
 LG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0148+STABILITY: SURFACE MOTION
 LG0148
 LG0148  HISTORY     - Date     Condition        Report By
 LG0148  HISTORY     - 1949     MONUMENTED       CGS
 LG0148
 LG0148                          STATION DESCRIPTION
 LG0148
 LG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0148'6.4 MI W FROM MURRAY.
 LG0148'6.3 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0148'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, THENCE 0.1 MILE
 LG0148'NORTH ALONG A GRADED GRAVELED ROAD, 90 FEET EAST OF THE NORTHEAST
 LG0148'CORNER OF A RED BARN, 90 FEET WEST OF THE CENTER LINE OF THE
 LG0148'GRAVELED ROAD LEADING NORTH, 40 FEET SOUTH OF THE CENTER LINE OF
 LG0148'A PRIVATE DRIVE LEADING WEST, 1.0 FOOT NORTH OF A LOT FENCE, 1.0
 LG0148'FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 LG0148'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LG0148'BENCH MARK IS 5.9 MILES SOUTH OF THE CHRIST EVANGELIST LUTHERAN
 LG0148'CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1008 ***********************************************************************
 MK1008  DESIGNATION -  W 297
 MK1008  PID         -  MK1008
 MK1008  STATE/COUNTY-  NE/SAUNDERS
 MK1008  COUNTRY     -  US
 MK1008  USGS QUAD   -  WAHOO EAST (2017)
 MK1008
 MK1008                         *CURRENT SURVEY CONTROL
 MK1008  ______________________________________________________________________
 MK1008* NAD 83(1986) POSITION- 41 14 18.     (N) 096 35 51.     (W)   SCALED
 MK1008* NAVD 88 ORTHO HEIGHT -   372.274 (meters)     1221.37  (feet) ADJUSTED
 MK1008  ______________________________________________________________________
 MK1008  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 MK1008  DYNAMIC HEIGHT  -        372.097 (meters)     1220.79  (feet) COMP
 MK1008  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 MK1008
 MK1008  VERT ORDER      -  SECOND    CLASS 0
 MK1008
 MK1008.This mark is at Wahoo Municipal Airport (AHQ)
 MK1008
 MK1008.The horizontal coordinates were scaled from a map and have
 MK1008.an estimated accuracy of +/- 6 seconds.
 MK1008
 MK1008.The orthometric height was determined by differential leveling and
 MK1008.adjusted by the NATIONAL GEODETIC SURVEY
 MK1008.in June 1991.
 MK1008
 MK1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1008.GEOID18 height accuracy estimate available here.
 MK1008
 MK1008.Click photographs - Photos may exist for this station.
 MK1008
 MK1008.The dynamic height is computed by dividing the NAVD 88
 MK1008.geopotential number by the normal gravity value computed on the
 MK1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1008.degrees latitude (g = 980.6199 gals.).
 MK1008
 MK1008.The modeled gravity was interpolated from observed gravity values.
 MK1008
 MK1008;                    North         East    Units  Estimated Accuracy
 MK1008;SPC NE       -   161,600.      785,070.      MT  (+/- 180 meters Scaled)
 MK1008
 MK1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL013679(NAD 83)
 MK1008
 MK1008                          SUPERSEDED SURVEY CONTROL
 MK1008
 MK1008  NGVD 29 (??/??/92)  372.127  (m)         1220.89   (f) ADJ UNCH    2 0
 MK1008
 MK1008.Superseded values are not recommended for survey control.
 MK1008
 MK1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1008.See file dsdata.pdf to determine how the superseded data were derived.
 MK1008
 MK1008_MARKER: DB = BENCH MARK DISK
 MK1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1008_STAMPING: W 297 1950
 MK1008_MARK LOGO: CGS
 MK1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1008+STABILITY: SURFACE MOTION
 MK1008
 MK1008  HISTORY     - Date     Condition        Report By
 MK1008  HISTORY     - 1950     MONUMENTED       CGS
 MK1008
 MK1008                          STATION DESCRIPTION
 MK1008
 MK1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1008'2.5 MI NE FROM WAHOO.
 MK1008'AT WAHOO AIRPORT, SAUNDERS COUNTY, 200 FEET NORTH OF THE MAIN
 MK1008'OFFICE, AT THE MOST NORTHERLY HANGAR, 1.3 FEET EAST OF THE
 MK1008'SOUTHEAST CORNER, AND 7 FEET SOUTH OF A DOOR IN THE EAST END OF
 MK1008'THE HANGAR.  A STANDARD DISK, STAMPED W 297 1950 AND SET IN THE
 MK1008'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1024 ***********************************************************************
 MK1024  DESIGNATION -  W 298
 MK1024  PID         -  MK1024
 MK1024  STATE/COUNTY-  NE/SAUNDERS
 MK1024  COUNTRY     -  US
 MK1024  USGS QUAD   -  WAHOO EAST (2017)
 MK1024
 MK1024                         *CURRENT SURVEY CONTROL
 MK1024  ______________________________________________________________________
 MK1024* NAD 83(1986) POSITION- 41 08 52.     (N) 096 30 05.     (W)   SCALED
 MK1024* NAVD 88 ORTHO HEIGHT -   341.618 (meters)     1120.79  (feet) ADJUSTED
 MK1024  ______________________________________________________________________
 MK1024  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 MK1024  DYNAMIC HEIGHT  -        341.467 (meters)     1120.30  (feet) COMP
 MK1024  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 MK1024
 MK1024  VERT ORDER      -  SECOND    CLASS 0
 MK1024
 MK1024.The horizontal coordinates were scaled from a map and have
 MK1024.an estimated accuracy of +/- 6 seconds.
 MK1024
 MK1024.The orthometric height was determined by differential leveling and
 MK1024.adjusted by the NATIONAL GEODETIC SURVEY
 MK1024.in June 1991.
 MK1024
 MK1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1024.GEOID18 height accuracy estimate available here.
 MK1024
 MK1024.Click photographs - Photos may exist for this station.
 MK1024
 MK1024.The dynamic height is computed by dividing the NAVD 88
 MK1024.geopotential number by the normal gravity value computed on the
 MK1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1024.degrees latitude (g = 980.6199 gals.).
 MK1024
 MK1024.The modeled gravity was interpolated from observed gravity values.
 MK1024
 MK1024;                    North         East    Units  Estimated Accuracy
 MK1024;SPC NE       -   151,880.      793,520.      MT  (+/- 180 meters Scaled)
 MK1024
 MK1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL096581(NAD 83)
 MK1024
 MK1024                          SUPERSEDED SURVEY CONTROL
 MK1024
 MK1024  NGVD 29 (??/??/92)  341.493  (m)         1120.38   (f) ADJ UNCH    2 0
 MK1024
 MK1024.Superseded values are not recommended for survey control.
 MK1024
 MK1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1024.See file dsdata.pdf to determine how the superseded data were derived.
 MK1024
 MK1024_MARKER: DB = BENCH MARK DISK
 MK1024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1024_SP_SET: CULVERT HEADWALL
 MK1024_STAMPING: W 298 1950
 MK1024_MARK LOGO: CGS
 MK1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1024+STABILITY: SURFACE MOTION
 MK1024
 MK1024  HISTORY     - Date     Condition        Report By
 MK1024  HISTORY     - 1950     MONUMENTED       CGS
 MK1024  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK1024  HISTORY     - 20090217 MARK NOT FOUND   NEDR
 MK1024
 MK1024                          STATION DESCRIPTION
 MK1024
 MK1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1024'2.7 MI SE FROM ITHACA.
 MK1024'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK1024'ITHACA, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 63, AT A T
 MK1024'ROAD JUNCTION, 250 FEET NORTHEAST OF THE CENTER LINE OF THE
 MK1024'HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF A PAVED ROAD LEADING
 MK1024'NORTH, 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF THE
 MK1024'NORTH END OF THE EAST HEADWALL OF A 36 INCH PIPE CULVERT, 1.3
 MK1024'FEET SOUTH OF THE NORTH END OF THE HEADWALL.
 MK1024
 MK1024                          STATION RECOVERY (1968)
 MK1024
 MK1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK1024'MARK NOT FOUND.
 MK1024
 MK1024                          STATION RECOVERY (2009)
 MK1024
 MK1024'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK1024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0713 ***********************************************************************
 MK0713  DESIGNATION -  W 299
 MK0713  PID         -  MK0713
 MK0713  STATE/COUNTY-  NE/SAUNDERS
 MK0713  COUNTRY     -  US
 MK0713  USGS QUAD   -  MEAD (2017)
 MK0713
 MK0713                         *CURRENT SURVEY CONTROL
 MK0713  ______________________________________________________________________
 MK0713* NAD 83(1986) POSITION- 41 10 33.     (N) 096 24 24.     (W)   SCALED
 MK0713* NAVD 88 ORTHO HEIGHT -   351.750 (meters)     1154.03  (feet) ADJUSTED
 MK0713  ______________________________________________________________________
 MK0713  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 MK0713  DYNAMIC HEIGHT  -        351.597 (meters)     1153.53  (feet) COMP
 MK0713  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 MK0713
 MK0713  VERT ORDER      -  SECOND    CLASS 0
 MK0713
 MK0713.The horizontal coordinates were scaled from a map and have
 MK0713.an estimated accuracy of +/- 6 seconds.
 MK0713
 MK0713.The orthometric height was determined by differential leveling and
 MK0713.adjusted by the NATIONAL GEODETIC SURVEY
 MK0713.in June 1991.
 MK0713
 MK0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0713.GEOID18 height accuracy estimate available here.
 MK0713
 MK0713.Click photographs - Photos may exist for this station.
 MK0713
 MK0713.The dynamic height is computed by dividing the NAVD 88
 MK0713.geopotential number by the normal gravity value computed on the
 MK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0713.degrees latitude (g = 980.6199 gals.).
 MK0713
 MK0713.The modeled gravity was interpolated from observed gravity values.
 MK0713
 MK0713;                    North         East    Units  Estimated Accuracy
 MK0713;SPC NE       -   155,320.      801,340.      MT  (+/- 180 meters Scaled)
 MK0713
 MK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL175615(NAD 83)
 MK0713
 MK0713                          SUPERSEDED SURVEY CONTROL
 MK0713
 MK0713  NGVD 29 (??/??/92)  351.626  (m)         1153.63   (f) ADJ UNCH    2 0
 MK0713
 MK0713.Superseded values are not recommended for survey control.
 MK0713
 MK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0713.See file dsdata.pdf to determine how the superseded data were derived.
 MK0713
 MK0713_MARKER: DB = BENCH MARK DISK
 MK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0713_STAMPING: W 299 1950
 MK0713_MARK LOGO: CGS
 MK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0713+STABILITY: SURFACE MOTION
 MK0713
 MK0713  HISTORY     - Date     Condition        Report By
 MK0713  HISTORY     - 1950     MONUMENTED       CGS
 MK0713  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0713
 MK0713                          STATION DESCRIPTION
 MK0713
 MK0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0713'4.6 MI NW FROM WANN.
 MK0713'2.6 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0713'AND QUINCY RAILROAD STATION AT WANN, THENCE 2.0 MILES NORTH
 MK0713'ALONG A GRAVELED ROAD, ALONG THE EAST SIDE OF THE NEBRASKA
 MK0713'ORDINANCE DEPOT, 50 FEET WEST OF THE CENTER LINE OF THE NORTH
 MK0713'AND SOUTH ROAD, 51 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 MK0713'ROAD LEADING EAST, 29 FEET NORTHWEST OF A POWER POLE, 1.0 FOOT
 MK0713'EAST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK0713'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0713
 MK0713                          STATION RECOVERY (1966)
 MK0713
 MK0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0713'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0189 ***********************************************************************
 NP0189  DESIGNATION -  W 3
 NP0189  PID         -  NP0189
 NP0189  STATE/COUNTY-  NE/SHERIDAN
 NP0189  COUNTRY     -  US
 NP0189  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0189
 NP0189                         *CURRENT SURVEY CONTROL
 NP0189  ______________________________________________________________________
 NP0189* NAD 83(1986) POSITION- 42 42 22.     (N) 102 33 46.     (W)   SCALED
 NP0189* NAVD 88 ORTHO HEIGHT -  1145.577 (meters)     3758.45  (feet) ADJUSTED
 NP0189  ______________________________________________________________________
 NP0189  GEOID HEIGHT    -        -18.085 (meters)                     GEOID18
 NP0189  DYNAMIC HEIGHT  -       1144.993 (meters)     3756.53  (feet) COMP
 NP0189  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 NP0189
 NP0189  VERT ORDER      -  FIRST     CLASS II
 NP0189
 NP0189.The horizontal coordinates were scaled from a map and have
 NP0189.an estimated accuracy of +/- 6 seconds.
 NP0189
 NP0189.The orthometric height was determined by differential leveling and
 NP0189.adjusted by the NATIONAL GEODETIC SURVEY
 NP0189.in June 1991.
 NP0189
 NP0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0189.GEOID18 height accuracy estimate available here.
 NP0189
 NP0189.Click photographs - Photos may exist for this station.
 NP0189
 NP0189.The dynamic height is computed by dividing the NAVD 88
 NP0189.geopotential number by the normal gravity value computed on the
 NP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0189.degrees latitude (g = 980.6199 gals.).
 NP0189
 NP0189.The modeled gravity was interpolated from observed gravity values.
 NP0189
 NP0189;                    North         East    Units  Estimated Accuracy
 NP0189;SPC NE       -   322,090.      290,090.      MT  (+/- 180 meters Scaled)
 NP0189
 NP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH996310(NAD 83)
 NP0189
 NP0189                          SUPERSEDED SURVEY CONTROL
 NP0189
 NP0189  NGVD 29 (??/??/92) 1145.045  (m)         3756.70   (f) ADJ UNCH    1 2
 NP0189
 NP0189.Superseded values are not recommended for survey control.
 NP0189
 NP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0189.See file dsdata.pdf to determine how the superseded data were derived.
 NP0189
 NP0189_MARKER: B = BOLT
 NP0189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0189_SP_SET: STONE CULVERT
 NP0189_MARK LOGO: NONE
 NP0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0189+STABILITY: SURFACE MOTION
 NP0189
 NP0189  HISTORY     - Date     Condition        Report By
 NP0189  HISTORY     - 1901     MONUMENTED       CGS
 NP0189  HISTORY     - 1957     GOOD             CGS
 NP0189  HISTORY     - 19971218 GOOD             LOCSUR
 NP0189  HISTORY     - 19980621 GOOD             LOCENG
 NP0189
 NP0189                          STATION DESCRIPTION
 NP0189
 NP0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0189'5.1 MI SW FROM RUSHVILLE.
 NP0189'ABOUT 5.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0189'RAILWAY FROM THE STATION AT RUSHVILLE, 19 FEET NORTHEAST OF THE
 NP0189'NORTHEAST CORNER OF RAILROAD BRIDGE NUMBER 597, IN T. 32 N.,
 NP0189'R. 45 W., SECTION 35, 18 FEET NORTHWEST OF THE NORTHWEST RAIL,
 NP0189'6 INCHES SOUTHEAST OF THE NORTHWEST SIDE OF THE STONE HEAD WALL,
 NP0189'9 INCHES SOUTH OF THE NORTH CORNER OF THE NORTHWEST SANDSTONE
 NP0189'HEAD WALL, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS, A COPPER
 NP0189'RIVET SET ON THE NORTH CORNER OF THE NORTHWEST HEADWALL OF A
 NP0189'SANDSTONE CULVERT UNDER THE TRACKS.
 NP0189
 NP0189                          STATION RECOVERY (1997)
 NP0189
 NP0189'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0189'ABOUT 5.1 MILES (8.2 KM) SOUTHWEST FROM RUSHVILLE ALONG THE DAKOTA,
 NP0189'MINNESOTA AND EASTERN RAILROAD (FORMERLY KNOWN AS THE CHICAGO AND
 NP0189'NORTH WESTERN RAILROAD) IN THE SE 1/4 OF SEC 35, T32N, R45W, ON A
 NP0189'STONE ARCH CULVERT 16.7 FEET (5.1 M) NORTH OF THE NORTH RAIL, 20.7
 NP0189'FEET (6.3 M) NORTHEAST OF THE INTERSECTION OF THE NORTH RAIL WITH THE
 NP0189'EAST END OF RAILROAD BRIDGE NO 597, ON TOP OF A LIMESTONE ABUTMENT CAP
 NP0189'0.63 FEET (19.20 CM) WEST OF THE EAST END, AND 0.65 FEET (19.81 CM)
 NP0189'SOUTH OF THE NORTH EDGE.  A 1/2 INCH DIAMETER COPPER BOLT SET IN A
 NP0189'DRILL HOLE SURROUNDED BY LEAD.
 NP0189
 NP0189                          STATION RECOVERY (1998)
 NP0189
 NP0189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NP0189'5.1 MI (8.2 KM) SOUTHWEST FROM RUSHVILLE ALONG THE DAKOTA, MINNESOTA
 NP0189'AND EASTERN RAILROAD (FORMERLY KNOWN AS THE CHICAGO AND NORTH WESTERN
 NP0189'RAILROAD) IN THE SE 1/4 OF SECTION 35, T32N, R45W, AT APPROXIMATE
 NP0189'RAILROAD MILEPOST 379.75 IN THE NORHTEAST CORNER OF A CUT STONE ARCH
 NP0189'CULVERT WHICH IS ON THE EASTERLY SIDE OF A SMALL WOODEN TRESTLE BRIDGE
 NP0189'NO.  597, 16.7 FT (5.1 M) NORTH FRON THE NORTH RAIL, 20.7 NORTHEAST OF
 NP0189'THE INTERSECTION OF THE NORTH RAIL WITH THE EAST END OF THE WOODEN
 NP0189'BRIDGE, ON TOP OF A LIMESTONE ABUTMENT CAP 0.63 FT (19.20 CM) WEST OF
 NP0189'THE EAST END, AND 0.65 FT (19.81 CM) SOUTH OF THE NORTH EDGE AND ABOUT
 NP0189'4 FT (1.2 M) BELOW THE TOP OF THE RAILS, A COPPER BOLT WITH A CROSS ON
 NP0189'TOP SET VERTICALLY IN A DRILL HOLE SURROUNDED BY LEAD.  TO REACH FROM
 NP0189'RUSHVILLE GO SOUTHWEST ALONG HIGHWAY 20 FOR APPROXIMATELY 5 MI (8.0
 NP0189'KM) TO HIGHWAY MILEPOST 85.9 WHICH IS ALSO THE LOCATION OF A BRIDGE
 NP0189'UNDER THE HIGHWAY THEN GO NORTHERLY TO THE CULVERT AND RAILROAD WHICH
 NP0189'RUNS PARALLEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1098 ***********************************************************************
 ML1098  DESIGNATION -  W 3 4
 ML1098  PID         -  ML1098
 ML1098  STATE/COUNTY-  NE/HOWARD
 ML1098  COUNTRY     -  US
 ML1098  USGS QUAD   -  SCOTIA (2017)
 ML1098
 ML1098                         *CURRENT SURVEY CONTROL
 ML1098  ______________________________________________________________________
 ML1098* NAD 83(1995) POSITION- 41 23 37.44699(N) 098 41 40.82216(W)   ADJUSTED
 ML1098* NAVD 88 ORTHO HEIGHT -   630.    (meters)     2067.    (feet) SCALED
 ML1098  ______________________________________________________________________
 ML1098  GEOID HEIGHT    -        -24.304 (meters)                     GEOID18
 ML1098  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 ML1098  HORZ ORDER      -  SECOND
 ML1098
 ML1098.The horizontal coordinates were established by classical geodetic methods
 ML1098.and adjusted by the National Geodetic Survey in August 1997.
 ML1098
 ML1098.The orthometric height was scaled from a topographic map.
 ML1098
 ML1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1098.GEOID18 height accuracy estimate available here.
 ML1098
 ML1098.Click photographs - Photos may exist for this station.
 ML1098
 ML1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1098
 ML1098. The following values were computed from the NAD 83(1995) position.
 ML1098
 ML1098;                    North         East     Units Scale Factor Converg.
 ML1098;SPC NE       -   174,067.842   609,126.586   MT  0.99966050   +0 51 54.1
 ML1098;SPC NE       -   571,087.58  1,998,442.81   sFT  0.99966050   +0 51 54.1
 ML1098;UTM  14      - 4,582,511.882   525,525.081   MT  0.99960802   +0 12 06.8
 ML1098
 ML1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1098!SPC NE       -   0.99990496  x   0.99966050  =   0.99956550
 ML1098!UTM  14      -   0.99990496  x   0.99960802  =   0.99951302
 ML1098
 ML1098:                Primary Azimuth Mark                     Grid Az
 ML1098:SPC NE       -  W 3 4 AZ MK                              008 22 31.5
 ML1098:UTM  14      -  W 3 4 AZ MK                              009 02 18.8
 ML1098
 ML1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2552582511(NAD 83)
 ML1098
 ML1098|---------------------------------------------------------------------|
 ML1098| PID    Reference Object                     Distance      Geod. Az  |
 ML1098|                                                           dddmmss.s |
 ML1098| CO2676 W 3 4 AZ MK                                        0091425.6 |
 ML1098| CO2677 W 3 4 RM 1                           38.675 METERS 03342     |
 ML1098| CO2678 W 3 4 RM 2                           39.901 METERS 32346     |
 ML1098|---------------------------------------------------------------------|
 ML1098
 ML1098                          SUPERSEDED SURVEY CONTROL
 ML1098
 ML1098  NAD 83(1986)-  41 23 37.45364(N)    098 41 40.82645(W) AD(       ) 2
 ML1098  NAD 27      -  41 23 37.41200(N)    098 41 39.54100(W) AD(       ) 2
 ML1098
 ML1098.Superseded values are not recommended for survey control.
 ML1098
 ML1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1098.See file dsdata.pdf to determine how the superseded data were derived.
 ML1098
 ML1098_MARKER: DD = SURVEY DISK
 ML1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1098
 ML1098  HISTORY     - Date     Condition        Report By
 ML1098  HISTORY     - 1951     MONUMENTED       BOR
 ML1098
 ML1098                          STATION DESCRIPTION
 ML1098
 ML1098'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1098'W 3 4 (USBR) WAS USED AS THE STATION.  IT IS LOCATED ABOUT
 ML1098'4.0 MILES NORTHWEST OF COTESFIELD, 0.25 MILE SOUTH OF DAVIS
 ML1098'CREEK AND ON THE SUMMIT OF THE HIGHEST HILL IN THE IMMEDIATE
 ML1098'VICINITY.  IT IS 106.0 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 ML1098'IT IS A STANDARD U.S.B.R. BENCH MARK SET IN A 5 INCH SQUARE
 ML1098'CONCRETE POST PROJECTING 5 INCHES AND STAMPED W 3 4.
 ML1098'
 ML1098'REFERENCE MARK NO. 1 IS 10.0 FEET BELOW THE LEVEL OF THE STATION
 ML1098'AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES
 ML1098'AND IS STAMPED W 3 4 NO 1 1951.
 ML1098'
 ML1098'REFERENCE MARK NO. 2 IS 7.0 FEET BELOW THE LEVEL OF THE STATION
 ML1098'AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND
 ML1098'IS STAMPED W 3 4 NO 2 1951.
 ML1098'
 ML1098'THE DISTANCE BETWEEN REFERENCE MARKS IS 147.7 FEET.
 ML1098'
 ML1098'NO. MON. (USBR) WAS USED AS THE AZIMUTH MARK.  IT IS LOCATED
 ML1098'ABOUT 0.25 MILE NORTH-NORTHEAST OF A SCHOOLHOUSE, 0.2 MILE
 ML1098'EAST OF A NORTH-SOUTH TRACK ROAD AND ON A HIGH PROMINENT
 ML1098'HILL IN A CULTIVATED FIELD.  IT IS A STANDARD U.S.B.R. BENCH
 ML1098'MARK SET IN A CONCRETE POST, 8 INCHES IN DIAMETER, PROJECTING
 ML1098'18 INCHES AND STAMPED NO. MON.
 ML1098'
 ML1098'TO REACH THE STATION FROM THE DEPOT IN COTESFIELD, GO NORTHWEST
 ML1098'ON STATE HIGHWAY 11 FOR 3.7 MILES TO A T ROAD LEFT JUST AFTER
 ML1098'CROSSING A CONCRETE BRIDGE, TURN LEFT, WEST, ON A DIRT ROAD
 ML1098'FOR 1.05 MILES TO A T ROAD RIGHT.  (TO REACH THE AZIMUTH MARK
 ML1098'TURN RIGHT AND GO NORTH FOR 0.35 MILE TO A SCHOOLHOUSE, A
 ML1098'CULTIVATED FIELD AND THE AZIMUTH MARK ON THE RIGHT AS
 ML1098'DESCRIBED.) FROM THE T ROAD CONTINUE WEST FOR 0.25 MILE TO A
 ML1098'STEEL BRIDGE, CONTINUE SOUTHWEST FOR 0.45 MILE TO A WIRE GATE
 ML1098'ON THE LEFT, TURN LEFT THROUGH GATE AND GO SOUTH FOR 0.2
 ML1098'MILE TO A GATE.  GO THROUGH GATE AND CONTINUE SOUTHEAST
 ML1098'UPHILL THROUGH A CULTIVATED FIELD FOR 0.2 MILE TO A
 ML1098'LET DOWN IN AN EAST-WEST FENCE LINE AT A POINT JUST WEST
 ML1098'OF THE HIGHEST POINT OF A RIDGE.  CROSS FENCE AND GO SOUTHEAST
 ML1098'THROUGH A PASTURE ALONG THE TOP OF A RIDGE FOR 0.15 MILE TO
 ML1098'A LET DOWN IN A NORTH-SOUTH FENCE LINE AT A POINT ABOUT 50
 ML1098'YARDS NORTH OF A FENCE CORNER.  CROSS FENCE AND GO NORTHEAST
 ML1098'IN A PASTURE FOR 0.25 MILE TO THE TOP OF THE MOST PROMINENT
 ML1098'HILL AND THE STATION AS DESCRIBED.
 ML1098'
 ML1098'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0774 ***********************************************************************
 MK0774  DESIGNATION -  W 300
 MK0774  PID         -  MK0774
 MK0774  STATE/COUNTY-  NE/DOUGLAS
 MK0774  COUNTRY     -  US
 MK0774  USGS QUAD   -  GRETNA (2017)
 MK0774
 MK0774                         *CURRENT SURVEY CONTROL
 MK0774  ______________________________________________________________________
 MK0774* NAD 83(1986) POSITION- 41 12 15.91   (N) 096 12 58.45   (W)   HD_HELD1
 MK0774* NAVD 88 ORTHO HEIGHT -   388.196 (meters)     1273.61  (feet) ADJUSTED
 MK0774  ______________________________________________________________________
 MK0774  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 MK0774  DYNAMIC HEIGHT  -        388.029 (meters)     1273.06  (feet) COMP
 MK0774  MODELED GRAVITY -    980,182.4   (mgal)                       NAVD 88
 MK0774
 MK0774  VERT ORDER      -  SECOND    CLASS 0
 MK0774
 MK0774.The horizontal coordinates were determined by differentially corrected
 MK0774.hand held GPS observations or other comparable positioning techniques
 MK0774.and have an estimated accuracy of +/- 3 meters.
 MK0774
 MK0774.The orthometric height was determined by differential leveling and
 MK0774.adjusted by the NATIONAL GEODETIC SURVEY
 MK0774.in June 1991.
 MK0774
 MK0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0774.GEOID18 height accuracy estimate available here.
 MK0774
 MK0774.Click photographs - Photos may exist for this station.
 MK0774
 MK0774.The dynamic height is computed by dividing the NAVD 88
 MK0774.geopotential number by the normal gravity value computed on the
 MK0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0774.degrees latitude (g = 980.6199 gals.).
 MK0774
 MK0774.The modeled gravity was interpolated from observed gravity values.
 MK0774
 MK0774;                    North         East    Units  Estimated Accuracy
 MK0774;SPC NE       -   159,166.8     817,156.8     MT  (+/- 3 meters HH1 GPS) 
 MK0774
 MK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3340665186(NAD 83)
 MK0774
 MK0774                          SUPERSEDED SURVEY CONTROL
 MK0774
 MK0774  NGVD 29 (??/??/92)  388.080  (m)         1273.23   (f) ADJ UNCH    2 0
 MK0774
 MK0774.Superseded values are not recommended for survey control.
 MK0774
 MK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0774.See file dsdata.pdf to determine how the superseded data were derived.
 MK0774
 MK0774_MARKER: DB = BENCH MARK DISK
 MK0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0774_STAMPING: W 300 1950
 MK0774_MARK LOGO: CGS
 MK0774_PROJECTION: FLUSH
 MK0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0774+STABILITY: SURFACE MOTION
 MK0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0774+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 MK0774
 MK0774  HISTORY     - Date     Condition        Report By
 MK0774  HISTORY     - 1950     MONUMENTED       CGS
 MK0774  HISTORY     - 1976     GOOD             LOCSUR
 MK0774  HISTORY     - 20100429 GOOD             INDIV
 MK0774  HISTORY     - 20110520 GOOD             INDIV
 MK0774  HISTORY     - 20191212 GOOD             THOMDD
 MK0774
 MK0774                          STATION DESCRIPTION
 MK0774
 MK0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0774'6.1 MI NE FROM GRETNA.
 MK0774'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0774'GRETNA, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE 1.0
 MK0774'MILE EAST ALONG A GRADED DIRT ROAD, THENCE 3.1 MILES NORTH ALONG
 MK0774'A GRADED DIRT ROAD, AT THE FARM HOME OF C.F. SCHRODER, 230 FEET
 MK0774'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 31, 185 FEET WEST
 MK0774'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 29 FEET SOUTHEAST
 MK0774'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 12 FEET EAST OF THE
 MK0774'CENTER OF A GATE, 14 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK0774'DRIVEWAY, 1.3 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0774'POST WHICH IS FLUSH WITH THE GROUND.
 MK0774
 MK0774                          STATION RECOVERY (1976)
 MK0774
 MK0774'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0774'RECOVERED IN GOOD CONDITION.
 MK0774
 MK0774                          STATION RECOVERY (2010)
 MK0774
 MK0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MK0774'RECOVERED IN GOOD CONDITION.
 MK0774
 MK0774                          STATION RECOVERY (2011)
 MK0774
 MK0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0774'RECOVERED IN GOOD CONDITION.
 MK0774
 MK0774                          STATION RECOVERY (2019)
 MK0774
 MK0774'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2019 (BM)
 MK0774'THE ADDRESS OF THE FARMHOUSE IS 5204 SOUTH 192ND STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0676 ***********************************************************************
 MK0676  DESIGNATION -  W 301
 MK0676  PID         -  MK0676
 MK0676  STATE/COUNTY-  NE/SARPY
 MK0676  COUNTRY     -  US
 MK0676  USGS QUAD   -  GRETNA (2017)
 MK0676
 MK0676                         *CURRENT SURVEY CONTROL
 MK0676  ______________________________________________________________________
 MK0676* NAD 83(1986) POSITION- 41 11 05.25   (N) 096 09 34.53   (W)   HD_HELD1
 MK0676* NAVD 88 ORTHO HEIGHT -   329.210 (meters)     1080.08  (feet) ADJUSTED
 MK0676  ______________________________________________________________________
 MK0676  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 MK0676  DYNAMIC HEIGHT  -        329.070 (meters)     1079.62  (feet) COMP
 MK0676  MODELED GRAVITY -    980,188.0   (mgal)                       NAVD 88
 MK0676
 MK0676  VERT ORDER      -  SECOND    CLASS 0
 MK0676
 MK0676.The horizontal coordinates were determined by differentially corrected
 MK0676.hand held GPS observations or other comparable positioning techniques
 MK0676.and have an estimated accuracy of +/- 3 meters.
 MK0676
 MK0676.The orthometric height was determined by differential leveling and
 MK0676.adjusted by the NATIONAL GEODETIC SURVEY
 MK0676.in June 1991.
 MK0676
 MK0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0676.GEOID18 height accuracy estimate available here.
 MK0676
 MK0676.Click photographs - Photos may exist for this station.
 MK0676
 MK0676.The dynamic height is computed by dividing the NAVD 88
 MK0676.geopotential number by the normal gravity value computed on the
 MK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0676.degrees latitude (g = 980.6199 gals.).
 MK0676
 MK0676.The modeled gravity was interpolated from observed gravity values.
 MK0676
 MK0676;                    North         East    Units  Estimated Accuracy
 MK0676;SPC NE       -   157,199.2     821,998.5     MT  (+/- 3 meters HH1 GPS) 
 MK0676
 MK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3822763161(NAD 83)
 MK0676
 MK0676                          SUPERSEDED SURVEY CONTROL
 MK0676
 MK0676  NGVD 29 (??/??/92)  329.098  (m)         1079.72   (f) ADJ UNCH    2 0
 MK0676
 MK0676.Superseded values are not recommended for survey control.
 MK0676
 MK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0676.See file dsdata.pdf to determine how the superseded data were derived.
 MK0676
 MK0676_MARKER: DB = BENCH MARK DISK
 MK0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0676_STAMPING: W 301 1950
 MK0676_MARK LOGO: CGS
 MK0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0676+STABILITY: SURFACE MOTION
 MK0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0676+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2016
 MK0676
 MK0676  HISTORY     - Date     Condition        Report By
 MK0676  HISTORY     - 1950     MONUMENTED       CGS
 MK0676  HISTORY     - 1974     GOOD             LOCSUR
 MK0676  HISTORY     - 19870519 GOOD             NGS
 MK0676  HISTORY     - 20100506 GOOD             INDIV
 MK0676  HISTORY     - 20150310 GOOD             INDIV
 MK0676  HISTORY     - 20161207 GOOD             THOMDD
 MK0676
 MK0676                          STATION DESCRIPTION
 MK0676
 MK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0676'0.5 MI W FROM CHALCO.
 MK0676'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0676'FROM THE STATION AT CHALCO, AT A ROAD CROSSING, 360 FEET WEST OF
 MK0676'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 89 FEET NORTH OF THE
 MK0676'FOURTH POLE WEST OF THE ROAD, 44 FEET NORTH OF THE NORTH RAIL,
 MK0676'1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE, 1.4 FEET EAST OF A
 MK0676'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MK0676'FOOT ABOVE THE GROUND.
 MK0676
 MK0676                          STATION RECOVERY (1974)
 MK0676
 MK0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0676'RECOVERED IN GOOD CONDITION.
 MK0676
 MK0676                          STATION RECOVERY (1987)
 MK0676
 MK0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0676'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) WEST ALONG Q STREET,
 MK0676'FROM 144TH STREET IN MILLARD, THEN 2.25 KM (1.40 MI) SOUTH ALONG
 MK0676'156TH STREET TO THE BURLINGTON NORTHERN RAILROAD AND THE MARK, ABOUT
 MK0676'109.7 M (359.9 FT) WEST FROM 156TH STREET, 8.90 M (29.2 FT) NORTH
 MK0676'FROM THE NORTH RAIL OF THE NORTH SET OF TRACKS, 27.13 M (89.0 FT)
 MK0676'NORTH FROM THE 4TH POLE WEST OF 156TH STREET, 0.46 M (1.5 FT) EAST
 MK0676'FROM A WITNESS POST AND PROJECTING 0.05 M (0.2 FT).
 MK0676
 MK0676                          STATION RECOVERY (2010)
 MK0676
 MK0676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK0676'REAL TIME NETWORK GPS OBSERVATION
 MK0676'41 11'05.305''N     96 09'34.636''W
 MK0676
 MK0676                          STATION RECOVERY (2015)
 MK0676
 MK0676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TSM)
 MK0676'RECOVERED AS DESCRIBED
 MK0676
 MK0676                          STATION RECOVERY (2016)
 MK0676
 MK0676'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2016 (NJO)
 MK0676'CURRENT LOCAL RTK IN AGREEMENT WITH 2010 RECOVERY. NOTE, MARK IS ON
 MK0676'SOUTH SIDE OF CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0998 ***********************************************************************
 MK0998  DESIGNATION -  W 304 RESET
 MK0998  PID         -  MK0998
 MK0998  STATE/COUNTY-  NE/SAUNDERS
 MK0998  COUNTRY     -  US
 MK0998  USGS QUAD   -  FREMONT WEST (2017)
 MK0998
 MK0998                         *CURRENT SURVEY CONTROL
 MK0998  ______________________________________________________________________
 MK0998* NAD 83(1986) POSITION- 41 23 37.     (N) 096 32 27.     (W)   SCALED
 MK0998* NAVD 88 ORTHO HEIGHT -   407.40  (meters)     1336.6   (feet) RESET
 MK0998  ______________________________________________________________________
 MK0998  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 MK0998  VERT ORDER      -  THIRD
 MK0998
 MK0998.The horizontal coordinates were scaled from a map and have
 MK0998.an estimated accuracy of +/- 6 seconds.
 MK0998
 MK0998.The orthometric height was computed from unverified reset data.
 MK0998
 MK0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0998.GEOID18 height accuracy estimate available here.
 MK0998
 MK0998.Click photographs - Photos may exist for this station.
 MK0998
 MK0998;                    North         East    Units  Estimated Accuracy
 MK0998;SPC NE       -   179,020.      789,120.      MT  (+/- 180 meters Scaled)
 MK0998
 MK0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL055853(NAD 83)
 MK0998
 MK0998                          SUPERSEDED SURVEY CONTROL
 MK0998
 MK0998  NGVD 29 (??/??/??)  407.24   (m)         1336.1    (f) RESET       3  
 MK0998
 MK0998.Superseded values are not recommended for survey control.
 MK0998
 MK0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0998.See file dsdata.pdf to determine how the superseded data were derived.
 MK0998
 MK0998_MARKER: DB = BENCH MARK DISK
 MK0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0998_STAMPING: W 304 RESET 1955
 MK0998_MARK LOGO: CGS
 MK0998_PROJECTION: PROJECTING
 MK0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0998+STABILITY: SURFACE MOTION
 MK0998
 MK0998  HISTORY     - Date     Condition        Report By
 MK0998  HISTORY     - 1955     MONUMENTED       SDDT
 MK0998
 MK0998                          STATION DESCRIPTION
 MK0998
 MK0998'DESCRIBED BY SD DEPT OF TRANSP 1955
 MK0998'0.3 MI S FROM CEDAR BLUFFS.
 MK0998'0.3 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0998'THE STATION AT CEDAR BLUFFS, SAUNDERS COUNTY, THENCE 0.5 MILE
 MK0998'EAST ALONG A GRAVEL ROAD, AND 3.2 MILES EAST ALONG STATE HIGHWAY
 MK0998'109, AT THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, 44 FEET WEST
 MK0998'OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF A POWER POLE, 50 FEET
 MK0998'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A
 MK0998'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 304 RESET
 MK0998'1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MK0998'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0857 ***********************************************************************
 LH0857  DESIGNATION -  W 305
 LH0857  PID         -  LH0857
 LH0857  STATE/COUNTY-  NE/DAWSON
 LH0857  COUNTRY     -  US
 LH0857  USGS QUAD   -  LEXINGTON WEST (2017)
 LH0857
 LH0857                         *CURRENT SURVEY CONTROL
 LH0857  ______________________________________________________________________
 LH0857* NAD 83(1986) POSITION- 40 51 32.     (N) 099 51 50.     (W)   SCALED
 LH0857* NAVD 88 ORTHO HEIGHT -   751.722 (meters)     2466.27  (feet) ADJUSTED
 LH0857  ______________________________________________________________________
 LH0857  GEOID HEIGHT    -        -23.538 (meters)                     GEOID18
 LH0857  DYNAMIC HEIGHT  -        751.283 (meters)     2464.83  (feet) COMP
 LH0857  MODELED GRAVITY -    980,015.3   (mgal)                       NAVD 88
 LH0857
 LH0857  VERT ORDER      -  SECOND    CLASS 0
 LH0857
 LH0857.The horizontal coordinates were scaled from a map and have
 LH0857.an estimated accuracy of +/- 6 seconds.
 LH0857
 LH0857.The orthometric height was determined by differential leveling and
 LH0857.adjusted by the NATIONAL GEODETIC SURVEY
 LH0857.in June 1991.
 LH0857
 LH0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0857.GEOID18 height accuracy estimate available here.
 LH0857
 LH0857.Click photographs - Photos may exist for this station.
 LH0857
 LH0857.The dynamic height is computed by dividing the NAVD 88
 LH0857.geopotential number by the normal gravity value computed on the
 LH0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0857.degrees latitude (g = 980.6199 gals.).
 LH0857
 LH0857.The modeled gravity was interpolated from observed gravity values.
 LH0857
 LH0857;                    North         East    Units  Estimated Accuracy
 LH0857;SPC NE       -   113,870.      511,470.      MT  (+/- 180 meters Scaled)
 LH0857
 LH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML271234(NAD 83)
 LH0857
 LH0857                          SUPERSEDED SURVEY CONTROL
 LH0857
 LH0857  NGVD 29 (??/??/92)  751.427  (m)         2465.31   (f) ADJ UNCH    2 0
 LH0857
 LH0857.Superseded values are not recommended for survey control.
 LH0857
 LH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0857.See file dsdata.pdf to determine how the superseded data were derived.
 LH0857
 LH0857_MARKER: DB = BENCH MARK DISK
 LH0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0857_STAMPING: W 305 1950
 LH0857_MARK LOGO: CGS
 LH0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0857+STABILITY: SURFACE MOTION
 LH0857
 LH0857  HISTORY     - Date     Condition        Report By
 LH0857  HISTORY     - 1950     MONUMENTED       CGS
 LH0857
 LH0857                          STATION DESCRIPTION
 LH0857
 LH0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0857'4 MI NE FROM DARR.
 LH0857'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0857'RAILROAD STATION AT DARR, THENCE 2.75 MILES NORTH ALONG A
 LH0857'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 LH0857'AT A FARM HOME OWNED BY DOCTOR SHEETS, 153 FEET SOUTHEAST OF
 LH0857'THE SOUTHEAST CORNER OF THE FARMHOUSE, 54 FEET NORTH OF THE
 LH0857'CENTER LINE OF AN EAST AND WEST ROAD, 44 FEET WEST OF THE CENTER
 LH0857'LINE OF A NORTH AND SOUTH ROAD, 71 FEET NORTHEAST OF A POWER
 LH0857'POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LH0857'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0209 ***********************************************************************
 ML0209  DESIGNATION -  W 306
 ML0209  PID         -  ML0209
 ML0209  STATE/COUNTY-  NE/HOWARD
 ML0209  COUNTRY     -  US
 ML0209  USGS QUAD   -  CUSHING (2017)
 ML0209
 ML0209                         *CURRENT SURVEY CONTROL
 ML0209  ______________________________________________________________________
 ML0209* NAD 83(1986) POSITION- 41 17 09.     (N) 098 19 38.     (W)   SCALED
 ML0209* NAVD 88 ORTHO HEIGHT -   531.202 (meters)     1742.79  (feet) ADJUSTED
 ML0209  ______________________________________________________________________
 ML0209  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 ML0209  DYNAMIC HEIGHT  -        530.939 (meters)     1741.92  (feet) COMP
 ML0209  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 ML0209
 ML0209  VERT ORDER      -  SECOND    CLASS 0
 ML0209
 ML0209.The horizontal coordinates were scaled from a map and have
 ML0209.an estimated accuracy of +/- 6 seconds.
 ML0209
 ML0209.The orthometric height was determined by differential leveling and
 ML0209.adjusted by the NATIONAL GEODETIC SURVEY
 ML0209.in June 1991.
 ML0209
 ML0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0209.GEOID18 height accuracy estimate available here.
 ML0209
 ML0209.Click photographs - Photos may exist for this station.
 ML0209
 ML0209.The dynamic height is computed by dividing the NAVD 88
 ML0209.geopotential number by the normal gravity value computed on the
 ML0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0209.degrees latitude (g = 980.6199 gals.).
 ML0209
 ML0209.The modeled gravity was interpolated from observed gravity values.
 ML0209
 ML0209;                    North         East    Units  Estimated Accuracy
 ML0209;SPC NE       -   162,620.      640,070.      MT  (+/- 180 meters Scaled)
 ML0209
 ML0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL563707(NAD 83)
 ML0209
 ML0209                          SUPERSEDED SURVEY CONTROL
 ML0209
 ML0209  NGVD 29 (??/??/92)  530.966  (m)         1742.01   (f) ADJ UNCH    2 0
 ML0209
 ML0209.Superseded values are not recommended for survey control.
 ML0209
 ML0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0209.See file dsdata.pdf to determine how the superseded data were derived.
 ML0209
 ML0209_MARKER: DB = BENCH MARK DISK
 ML0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0209_STAMPING: W 306 1950
 ML0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0209+STABILITY: SURFACE MOTION
 ML0209
 ML0209  HISTORY     - Date     Condition        Report By
 ML0209  HISTORY     - 1950     MONUMENTED       CGS
 ML0209
 ML0209                          STATION DESCRIPTION
 ML0209
 ML0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0209'3 MI SE FROM CUSHING.
 ML0209'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0209'AT CUSHING, THENCE 2.2 MILES EAST ALONG A DIRT ROAD, 349 FEET
 ML0209'NORTH OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHEAST OF THE
 ML0209'SOUTHWEST CORNER OF A FARMHOUSE, 26 FEET SOUTHWEST OF THE
 ML0209'SOUTHEAST CORNER OF THE FARMHOUSE, 26 FEET WEST OF A FENCE
 ML0209'CORNER, 13 FEET EAST OF THE CENTER OF A GATE, 8 FEET NORTHEAST
 ML0209'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0209'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1827 ***********************************************************************
 MK1827  DESIGNATION -  W 308 RESET
 MK1827  PID         -  MK1827
 MK1827  STATE/COUNTY-  NE/PLATTE
 MK1827  COUNTRY     -  US
 MK1827  USGS QUAD   -  GENOA (2017)
 MK1827
 MK1827                         *CURRENT SURVEY CONTROL
 MK1827  ______________________________________________________________________
 MK1827* NAD 83(1986) POSITION- 41 28 26.     (N) 097 40 05.     (W)   SCALED
 MK1827* NAVD 88 ORTHO HEIGHT -   475.18  (+/-2cm)     1559.0   (feet) VERTCON
 MK1827  ______________________________________________________________________
 MK1827  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 MK1827  VERT ORDER      -  THIRD (See Below)
 MK1827
 MK1827.The horizontal coordinates were scaled from a map and have
 MK1827.an estimated accuracy of +/- 6 seconds.
 MK1827
 MK1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1827
 MK1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1827.GEOID18 height accuracy estimate available here.
 MK1827
 MK1827.The vertical order pertains to the NGVD 29 superseded value.
 MK1827
 MK1827.Click photographs - Photos may exist for this station.
 MK1827
 MK1827;                    North         East    Units  Estimated Accuracy
 MK1827;SPC NE       -   184,770.      694,700.      MT  (+/- 180 meters Scaled)
 MK1827
 MK1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL112922(NAD 83)
 MK1827
 MK1827                          SUPERSEDED SURVEY CONTROL
 MK1827
 MK1827  NGVD 29 (01/31/13)  474.98   (m)         1558.3    (f) RESET       3  
 MK1827
 MK1827.Superseded values are not recommended for survey control.
 MK1827
 MK1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1827.See file dsdata.pdf to determine how the superseded data were derived.
 MK1827
 MK1827_MARKER: DV = VERTICAL CONTROL DISK
 MK1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1827_STAMPING: W 308 RESET 1979
 MK1827_MARK LOGO: NGS
 MK1827_PROJECTION: PROJECTING 8 CENTIMETERS
 MK1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1827+STABILITY: SURFACE MOTION
 MK1827
 MK1827  HISTORY     - Date     Condition        Report By
 MK1827  HISTORY     - 1979     MONUMENTED       NGS
 MK1827
 MK1827                          STATION DESCRIPTION
 MK1827
 MK1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MK1827'4.4 MI NE FROM GENOA.
 MK1827'4.4 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 22 FROM THE POST
 MK1827'OFFICE IN GENOA, 173 FEET NORTHEAST OF A FARM HOUSE, 56 FEET SOUTH
 MK1827'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTH OF THE
 MK1827'RIGHT-OF-WAY.
 MK1827'THE MARK IS 2. FT  W FROM A WITNESS POST.
 MK1827'THE MARK IS 2 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1721 ***********************************************************************
 MK1721  DESIGNATION -  W 309
 MK1721  PID         -  MK1721
 MK1721  STATE/COUNTY-  NE/BOONE
 MK1721  COUNTRY     -  US
 MK1721  USGS QUAD   -  SAINT EDWARD (2017)
 MK1721
 MK1721                         *CURRENT SURVEY CONTROL
 MK1721  ______________________________________________________________________
 MK1721* NAD 83(1986) POSITION- 41 33 15.19   (N) 097 51 30.76   (W)   HD_HELD1
 MK1721* NAVD 88 ORTHO HEIGHT -   503.934 (meters)     1653.32  (feet) ADJUSTED
 MK1721  ______________________________________________________________________
 MK1721  GEOID HEIGHT    -        -24.675 (meters)                     GEOID18
 MK1721  DYNAMIC HEIGHT  -        503.714 (meters)     1652.60  (feet) COMP
 MK1721  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 MK1721
 MK1721  VERT ORDER      -  SECOND    CLASS 0
 MK1721
 MK1721.The horizontal coordinates were determined by differentially corrected
 MK1721.hand held GPS observations or other comparable positioning techniques
 MK1721.and have an estimated accuracy of +/- 3 meters.
 MK1721
 MK1721.The orthometric height was determined by differential leveling and
 MK1721.adjusted by the NATIONAL GEODETIC SURVEY
 MK1721.in June 1991.
 MK1721
 MK1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1721.GEOID18 height accuracy estimate available here.
 MK1721
 MK1721.Click photographs - Photos may exist for this station.
 MK1721
 MK1721.The dynamic height is computed by dividing the NAVD 88
 MK1721.geopotential number by the normal gravity value computed on the
 MK1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1721.degrees latitude (g = 980.6199 gals.).
 MK1721
 MK1721.The modeled gravity was interpolated from observed gravity values.
 MK1721
 MK1721;                    North         East    Units  Estimated Accuracy
 MK1721;SPC NE       -   193,273.5     678,574.9     MT  (+/- 3 meters HH1 GPS) 
 MK1721
 MK1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9519000912(NAD 83)
 MK1721
 MK1721                          SUPERSEDED SURVEY CONTROL
 MK1721
 MK1721  NGVD 29 (??/??/92)  503.730  (m)         1652.65   (f) ADJ UNCH    2 0
 MK1721
 MK1721.Superseded values are not recommended for survey control.
 MK1721
 MK1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1721.See file dsdata.pdf to determine how the superseded data were derived.
 MK1721
 MK1721_MARKER: DB = BENCH MARK DISK
 MK1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1721_STAMPING: W 309 1950
 MK1721_MARK LOGO: CGS
 MK1721_PROJECTION: PROJECTING 9 CENTIMETERS
 MK1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1721+STABILITY: SURFACE MOTION
 MK1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1721+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 MK1721
 MK1721  HISTORY     - Date     Condition        Report By
 MK1721  HISTORY     - 1950     MONUMENTED       CGS
 MK1721  HISTORY     - 20091105 GOOD             NEDR
 MK1721  HISTORY     - 20091201 GOOD             NEDR
 MK1721
 MK1721                          STATION DESCRIPTION
 MK1721
 MK1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1721'0.9 MI S FROM ST EDWARD.
 MK1721'0.9 MILE SOUTH ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1721'PACIFIC RAILROAD STATION AT ST. EDWARD, AT A ROAD INTERSECTION,
 MK1721'211 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 35 FEET
 MK1721'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 8 FEET EAST
 MK1721'OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 1.7 FEET EAST
 MK1721'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1721'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1721
 MK1721                          STATION RECOVERY (2009)
 MK1721
 MK1721'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1721'WITNESS SIGN SET IN FENCE, WITNESS POST IS GONE. PLACE MAGNET ON SOUTH
 MK1721'SIDE OF MONUMENT.
 MK1721'WGS84  41 33'15.22912''N  97 51'30.79742''W
 MK1721
 MK1721                          STATION RECOVERY (2009)
 MK1721
 MK1721'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DAK)
 MK1721'41 33'15.23''N    97 51'30.80''W  WGS84
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0256 ***********************************************************************
 MM0256  DESIGNATION -  W 31
 MM0256  PID         -  MM0256
 MM0256  STATE/COUNTY-  NE/ARTHUR
 MM0256  COUNTRY     -  US
 MM0256  USGS QUAD   -  K C LAKE (2017)
 MM0256
 MM0256                         *CURRENT SURVEY CONTROL
 MM0256  ______________________________________________________________________
 MM0256* NAD 83(1986) POSITION- 41 40 29.45   (N) 101 41 43.49   (W)   HD_HELD1
 MM0256* NAVD 88 ORTHO HEIGHT -  1120.638 (meters)     3676.63  (feet) ADJUSTED
 MM0256  ______________________________________________________________________
 MM0256  GEOID HEIGHT    -        -20.031 (meters)                     GEOID18
 MM0256  DYNAMIC HEIGHT  -       1119.973 (meters)     3674.44  (feet) COMP
 MM0256  MODELED GRAVITY -    979,990.4   (mgal)                       NAVD 88
 MM0256
 MM0256  VERT ORDER      -  SECOND    CLASS 0
 MM0256
 MM0256.The horizontal coordinates were determined by differentially corrected
 MM0256.hand held GPS observations or other comparable positioning techniques
 MM0256.and have an estimated accuracy of +/- 3 meters.
 MM0256
 MM0256.The orthometric height was determined by differential leveling and
 MM0256.adjusted by the NATIONAL GEODETIC SURVEY
 MM0256.in June 1991.
 MM0256
 MM0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0256.GEOID18 height accuracy estimate available here.
 MM0256
 MM0256.Click photographs - Photos may exist for this station.
 MM0256
 MM0256.The dynamic height is computed by dividing the NAVD 88
 MM0256.geopotential number by the normal gravity value computed on the
 MM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0256.degrees latitude (g = 980.6199 gals.).
 MM0256
 MM0256.The modeled gravity was interpolated from observed gravity values.
 MM0256
 MM0256;                    North         East    Units  Estimated Accuracy
 MM0256;SPC NE       -   205,838.6     358,877.5     MT  (+/- 3 meters HH1 GPS) 
 MM0256
 MM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7562917186(NAD 83)
 MM0256
 MM0256                          SUPERSEDED SURVEY CONTROL
 MM0256
 MM0256  NGVD 29 (??/??/92) 1120.168  (m)         3675.08   (f) ADJ UNCH    2 0
 MM0256
 MM0256.Superseded values are not recommended for survey control.
 MM0256
 MM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0256.See file dsdata.pdf to determine how the superseded data were derived.
 MM0256
 MM0256_MARKER: DB = BENCH MARK DISK
 MM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0256_STAMPING: W 31 1934
 MM0256_MARK LOGO: CGS
 MM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0256+STABILITY: SURFACE MOTION
 MM0256
 MM0256  HISTORY     - Date     Condition        Report By
 MM0256  HISTORY     - 1934     MONUMENTED       CGS
 MM0256  HISTORY     - 1941     GOOD             CGS
 MM0256  HISTORY     - 1984     GOOD             USGS
 MM0256  HISTORY     - 1985     GOOD             NEDR
 MM0256
 MM0256                          STATION DESCRIPTION
 MM0256
 MM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0256'7.6 MI N FROM ARTHUR.
 MM0256'7.6 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0256'COUNTY, AT A LANE, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MM0256'AND 9 FEET EAST OF THE EAST FENCE.  A STANDARD DISK, STAMPED
 MM0256'W 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0256
 MM0256                          STATION RECOVERY (1984)
 MM0256
 MM0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0256'DELETE: 40 FEET EAST OF CENTERLINE HWY. AND 9 FEET EAST OF EAST
 MM0256'FENCE. ADD: IN NORTH-SOUTH FENCE 970 FEET EAST OF CENTERLINE HWY. 650
 MM0256'FEET WEST OF CENTERLINE TRAIL.
 MM0256
 MM0256                          STATION RECOVERY (1985)
 MM0256
 MM0256'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MM0256'7.45 MILES NORTH ALONG HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0256'COURTHOUSE. 40' EAST OF THE OLD HIGHWAY, AND 6 FEET EAST OF THE EAST
 MM0256'FENCE AND 938 FEET DUE EAST OF HIGHWAY 61 CENTERLINE. A STANDARD
 MM0256'DISK, STAMPED 'W 31 1934' AND SET IN TOP OF CONCRETE POST .2 FEET
 MM0256'ABOVE GROUND. (MILEPOST 131.75)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0520 ***********************************************************************
 ML0520  DESIGNATION -  W 310
 ML0520  PID         -  ML0520
 ML0520  STATE/COUNTY-  NE/WHEELER
 ML0520  COUNTRY     -  US
 ML0520  USGS QUAD   -  ERICSON (2017)
 ML0520
 ML0520                         *CURRENT SURVEY CONTROL
 ML0520  ______________________________________________________________________
 ML0520* NAD 83(1986) POSITION- 41 46 57.     (N) 098 42 08.     (W)   SCALED
 ML0520* NAVD 88 ORTHO HEIGHT -   620.477 (meters)     2035.68  (feet) ADJUSTED
 ML0520  ______________________________________________________________________
 ML0520  GEOID HEIGHT    -        -24.177 (meters)                     GEOID18
 ML0520  DYNAMIC HEIGHT  -        620.182 (meters)     2034.71  (feet) COMP
 ML0520  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 ML0520
 ML0520  VERT ORDER      -  SECOND    CLASS 0
 ML0520
 ML0520.The horizontal coordinates were scaled from a map and have
 ML0520.an estimated accuracy of +/- 6 seconds.
 ML0520
 ML0520.The orthometric height was determined by differential leveling and
 ML0520.adjusted by the NATIONAL GEODETIC SURVEY
 ML0520.in June 1991.
 ML0520
 ML0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0520.GEOID18 height accuracy estimate available here.
 ML0520
 ML0520.Click photographs - Photos may exist for this station.
 ML0520
 ML0520.The dynamic height is computed by dividing the NAVD 88
 ML0520.geopotential number by the normal gravity value computed on the
 ML0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0520.degrees latitude (g = 980.6199 gals.).
 ML0520
 ML0520.The modeled gravity was interpolated from observed gravity values.
 ML0520
 ML0520;                    North         East    Units  Estimated Accuracy
 ML0520;SPC NE       -   217,220.      607,850.      MT  (+/- 180 meters Scaled)
 ML0520
 ML0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM247256(NAD 83)
 ML0520
 ML0520                          SUPERSEDED SURVEY CONTROL
 ML0520
 ML0520  NGVD 29 (??/??/92)  620.232  (m)         2034.88   (f) ADJ UNCH    2 0
 ML0520
 ML0520.Superseded values are not recommended for survey control.
 ML0520
 ML0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0520.See file dsdata.pdf to determine how the superseded data were derived.
 ML0520
 ML0520_MARKER: DB = BENCH MARK DISK
 ML0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0520_STAMPING: W 310 1950
 ML0520_MARK LOGO: CGS
 ML0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0520+STABILITY: SURFACE MOTION
 ML0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0520+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 ML0520
 ML0520  HISTORY     - Date     Condition        Report By
 ML0520  HISTORY     - 1950     MONUMENTED       CGS
 ML0520  HISTORY     - 20100819 GOOD             JEOCON
 ML0520
 ML0520                          STATION DESCRIPTION
 ML0520
 ML0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0520'1.4 MI W FROM ERICSON.
 ML0520'0.4 MILE NORTHWEST ALONG OLD STATE HIGHWAY 53 FROM THE POST
 ML0520'OFFICE AT ERICSON, THENCE 1.05 MILES WEST ALONG STATE HIGHWAY 91,
 ML0520'AT A JUNCTION WITH A PRIVATE ROAD LEADING SOUTH, 238 FEET SOUTH
 ML0520'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE CENTER
 ML0520'LINE OF THE PRIVATE ROAD, 1 FOOT EAST OF A FENCE, 1.5 FEET
 ML0520'SOUTH OF A WITNESS POST, 0.2 MILE WEST OF A BRIDGE OVER THE
 ML0520'CEDAR RIVER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0520'0.3 FOOT ABOVE THE GROUND.
 ML0520
 ML0520                          STATION RECOVERY (2010)
 ML0520
 ML0520'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1688 ***********************************************************************
 MK1688  DESIGNATION -  W 311 RESET
 MK1688  PID         -  MK1688
 MK1688  STATE/COUNTY-  NE/MADISON
 MK1688  COUNTRY     -  US
 MK1688  USGS QUAD   -  CLOSTER NE (2017)
 MK1688
 MK1688                         *CURRENT SURVEY CONTROL
 MK1688  ______________________________________________________________________
 MK1688* NAD 83(1986) POSITION- 41 59 20.     (N) 097 49 59.     (W)   SCALED
 MK1688* NAVD 88 ORTHO HEIGHT -   547.13  (meters)     1795.0   (feet) RESET
 MK1688  ______________________________________________________________________
 MK1688  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 MK1688  VERT ORDER      -  THIRD
 MK1688
 MK1688.The horizontal coordinates were scaled from a map and have
 MK1688.an estimated accuracy of +/- 6 seconds.
 MK1688
 MK1688.The orthometric height was computed from unverified reset data.
 MK1688
 MK1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1688.GEOID18 height accuracy estimate available here.
 MK1688
 MK1688.Click photographs - Photos may exist for this station.
 MK1688
 MK1688;                    North         East    Units  Estimated Accuracy
 MK1688;SPC NE       -   241,570.      679,490.      MT  (+/- 180 meters Scaled)
 MK1688
 MK1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM966492(NAD 83)
 MK1688
 MK1688                          SUPERSEDED SURVEY CONTROL
 MK1688
 MK1688  NGVD 29 (??/??/??)  546.91   (m)         1794.3    (f) RESET       3  
 MK1688
 MK1688.Superseded values are not recommended for survey control.
 MK1688
 MK1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1688.See file dsdata.pdf to determine how the superseded data were derived.
 MK1688
 MK1688_MARKER: DB = BENCH MARK DISK
 MK1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1688_STAMPING: W 311 RESET 1965
 MK1688_MARK LOGO: CGS
 MK1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1688+STABILITY: SURFACE MOTION
 MK1688
 MK1688  HISTORY     - Date     Condition        Report By
 MK1688  HISTORY     - 1965     MONUMENTED       CGS
 MK1688  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 MK1688
 MK1688                          STATION DESCRIPTION
 MK1688
 MK1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MK1688'4 MI S FROM TILDEN.
 MK1688'0.05 MILE WEST OF THE POST OFFICE IN TILDEN, THEN SOUTH ALONG
 MK1688'STATE HIGHWAY 39 FOR 4.0 MILES TO A CROSSROAD, IN THE SOUTHEAST
 MK1688'ANGLE OF THE CROSSROAD, 105 FEET EAST OF THE CENTER OF STATE
 MK1688'HIGHWAY 39, 35 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 MK1688'EAST OF THE EAST EDGE OF THE RIGHT-OF-WAY OF STATE HIGHWAY 39,
 MK1688'3 FEET SOUTHEAST OF A GUY POLE, 1 FOOT EAST OF A METAL WITNESS
 MK1688'POST, AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 MK1688
 MK1688                          STATION RECOVERY (2009)
 MK1688
 MK1688'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 MK1688'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0107 ***********************************************************************
 ML0107  DESIGNATION -  W 312
 ML0107  PID         -  ML0107
 ML0107  STATE/COUNTY-  NE/BOONE
 ML0107  COUNTRY     -  US
 ML0107  USGS QUAD   -  ELGIN SW (2017)
 ML0107
 ML0107                         *CURRENT SURVEY CONTROL
 ML0107  ______________________________________________________________________
 ML0107* NAD 83(1986) POSITION- 41 46 13.     (N) 098 09 40.     (W)   SCALED
 ML0107* NAVD 88 ORTHO HEIGHT -   626.459 (meters)     2055.31  (feet) ADJUSTED
 ML0107  ______________________________________________________________________
 ML0107  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 ML0107  DYNAMIC HEIGHT  -        626.177 (meters)     2054.38  (feet) COMP
 ML0107  MODELED GRAVITY -    980,152.5   (mgal)                       NAVD 88
 ML0107
 ML0107  VERT ORDER      -  SECOND    CLASS 0
 ML0107
 ML0107.The horizontal coordinates were scaled from a map and have
 ML0107.an estimated accuracy of +/- 6 seconds.
 ML0107
 ML0107.The orthometric height was determined by differential leveling and
 ML0107.adjusted by the NATIONAL GEODETIC SURVEY
 ML0107.in June 1991.
 ML0107
 ML0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0107.GEOID18 height accuracy estimate available here.
 ML0107
 ML0107.Click photographs - Photos may exist for this station.
 ML0107
 ML0107.The dynamic height is computed by dividing the NAVD 88
 ML0107.geopotential number by the normal gravity value computed on the
 ML0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0107.degrees latitude (g = 980.6199 gals.).
 ML0107
 ML0107.The modeled gravity was interpolated from observed gravity values.
 ML0107
 ML0107;                    North         East    Units  Estimated Accuracy
 ML0107;SPC NE       -   216,680.      652,840.      MT  (+/- 180 meters Scaled)
 ML0107
 ML0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM697246(NAD 83)
 ML0107
 ML0107                          SUPERSEDED SURVEY CONTROL
 ML0107
 ML0107  NGVD 29 (??/??/92)  626.223  (m)         2054.53   (f) ADJ UNCH    2 0
 ML0107
 ML0107.Superseded values are not recommended for survey control.
 ML0107
 ML0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0107.See file dsdata.pdf to determine how the superseded data were derived.
 ML0107
 ML0107_MARKER: DB = BENCH MARK DISK
 ML0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0107_STAMPING: W 312 1950
 ML0107_MARK LOGO: CGS
 ML0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0107+STABILITY: SURFACE MOTION
 ML0107
 ML0107  HISTORY     - Date     Condition        Report By
 ML0107  HISTORY     - 1950     MONUMENTED       CGS
 ML0107  HISTORY     - 1954     GOOD             DOD
 ML0107
 ML0107                          STATION DESCRIPTION
 ML0107
 ML0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0107'4.7 MI W FROM LORETTO.
 ML0107'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0107'LORETTO, THENCE 3.45 MILES WEST ALONG A SAND ROAD, AT A T ROAD
 ML0107'JUNCTION, 77 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 ML0107'SOUTH, 50 FEET EAST OF A FENCE CORNER, 35 FEET SOUTH OF THE
 ML0107'CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT NORTH OF A FENCE,
 ML0107'1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0107'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0107
 ML0107                          STATION RECOVERY (1954)
 ML0107
 ML0107'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 ML0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1646 ***********************************************************************
 MK1646  DESIGNATION -  W 313
 MK1646  PID         -  MK1646
 MK1646  STATE/COUNTY-  NE/BOONE
 MK1646  COUNTRY     -  US
 MK1646  USGS QUAD   -  ALBION EAST (2017)
 MK1646
 MK1646                         *CURRENT SURVEY CONTROL
 MK1646  ______________________________________________________________________
 MK1646* NAD 83(1986) POSITION- 41 37 35.74   (N) 097 55 01.83   (W)   HD_HELD1
 MK1646* NAVD 88 ORTHO HEIGHT -   516.910 (meters)     1695.90  (feet) ADJUSTED
 MK1646  ______________________________________________________________________
 MK1646  GEOID HEIGHT    -        -24.527 (meters)                     GEOID18
 MK1646  DYNAMIC HEIGHT  -        516.684 (meters)     1695.15  (feet) COMP
 MK1646  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 MK1646
 MK1646  VERT ORDER      -  SECOND    CLASS 0
 MK1646
 MK1646.The horizontal coordinates were determined by differentially corrected
 MK1646.hand held GPS observations or other comparable positioning techniques
 MK1646.and have an estimated accuracy of +/- 3 meters.
 MK1646
 MK1646.The orthometric height was determined by differential leveling and
 MK1646.adjusted by the NATIONAL GEODETIC SURVEY
 MK1646.in June 1991.
 MK1646
 MK1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1646.GEOID18 height accuracy estimate available here.
 MK1646
 MK1646.Click photographs - Photos may exist for this station.
 MK1646
 MK1646.The dynamic height is computed by dividing the NAVD 88
 MK1646.geopotential number by the normal gravity value computed on the
 MK1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1646.degrees latitude (g = 980.6199 gals.).
 MK1646
 MK1646.The modeled gravity was interpolated from observed gravity values.
 MK1646
 MK1646;                    North         East    Units  Estimated Accuracy
 MK1646;SPC NE       -   201,187.3     673,493.2     MT  (+/- 3 meters HH1 GPS) 
 MK1646
 MK1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9019908885(NAD 83)
 MK1646
 MK1646                          SUPERSEDED SURVEY CONTROL
 MK1646
 MK1646  NGVD 29 (??/??/92)  516.699  (m)         1695.20   (f) ADJ UNCH    2 0
 MK1646
 MK1646.Superseded values are not recommended for survey control.
 MK1646
 MK1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1646.See file dsdata.pdf to determine how the superseded data were derived.
 MK1646
 MK1646_MARKER: DB = BENCH MARK DISK
 MK1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1646_STAMPING: W 313 1950
 MK1646_MARK LOGO: CGS
 MK1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1646+STABILITY: SURFACE MOTION
 MK1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1646+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 MK1646
 MK1646  HISTORY     - Date     Condition        Report By
 MK1646  HISTORY     - 1950     MONUMENTED       CGS
 MK1646  HISTORY     - 20121031 GOOD             GCT
 MK1646
 MK1646                          STATION DESCRIPTION
 MK1646
 MK1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1646'AT BOONE.
 MK1646'AT BOONE, 0.1 MILE NORTHWEST OF THE UNION PACIFIC RAILROAD
 MK1646'STATION, 46.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 45 FEET
 MK1646'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 37.4 FEET
 MK1646'SOUTHEAST OF THE FIRST TELEPHONE POLE NORTH OF A ROAD CROSSING,
 MK1646'23 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET SOUTHWEST OF A
 MK1646'FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 MK1646'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1646
 MK1646                          STATION RECOVERY (2012)
 MK1646
 MK1646'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MK1646'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0952 ***********************************************************************
 ML0952  DESIGNATION -  W 314
 ML0952  PID         -  ML0952
 ML0952  STATE/COUNTY-  NE/BLAINE
 ML0952  COUNTRY     -  US
 ML0952  USGS QUAD   -  ALMERIA SW (2017)
 ML0952
 ML0952                         *CURRENT SURVEY CONTROL
 ML0952  ______________________________________________________________________
 ML0952* NAD 83(1986) POSITION- 41 51 25.     (N) 099 43 29.     (W)   SCALED
 ML0952* NAVD 88 ORTHO HEIGHT -   774.417 (meters)     2540.73  (feet) ADJUSTED
 ML0952  ______________________________________________________________________
 ML0952  GEOID HEIGHT    -        -22.566 (meters)                     GEOID18
 ML0952  DYNAMIC HEIGHT  -        774.039 (meters)     2539.49  (feet) COMP
 ML0952  MODELED GRAVITY -    980,108.8   (mgal)                       NAVD 88
 ML0952
 ML0952  VERT ORDER      -  SECOND    CLASS 0
 ML0952
 ML0952.The horizontal coordinates were scaled from a map and have
 ML0952.an estimated accuracy of +/- 6 seconds.
 ML0952
 ML0952.The orthometric height was determined by differential leveling and
 ML0952.adjusted by the NATIONAL GEODETIC SURVEY
 ML0952.in June 1991.
 ML0952
 ML0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0952.GEOID18 height accuracy estimate available here.
 ML0952
 ML0952.Click photographs - Photos may exist for this station.
 ML0952
 ML0952.The dynamic height is computed by dividing the NAVD 88
 ML0952.geopotential number by the normal gravity value computed on the
 ML0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0952.degrees latitude (g = 980.6199 gals.).
 ML0952
 ML0952.The modeled gravity was interpolated from observed gravity values.
 ML0952
 ML0952;                    North         East    Units  Estimated Accuracy
 ML0952;SPC NE       -   224,710.      522,850.      MT  (+/- 180 meters Scaled)
 ML0952
 ML0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM398341(NAD 83)
 ML0952
 ML0952                          SUPERSEDED SURVEY CONTROL
 ML0952
 ML0952  NGVD 29 (??/??/92)  774.138  (m)         2539.82   (f) ADJ UNCH    2 0
 ML0952
 ML0952.Superseded values are not recommended for survey control.
 ML0952
 ML0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0952.See file dsdata.pdf to determine how the superseded data were derived.
 ML0952
 ML0952_MARKER: DB = BENCH MARK DISK
 ML0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0952_STAMPING: W 314 1950
 ML0952_MARK LOGO: CGS
 ML0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0952+STABILITY: SURFACE MOTION
 ML0952
 ML0952  HISTORY     - Date     Condition        Report By
 ML0952  HISTORY     - 1950     MONUMENTED       CGS
 ML0952
 ML0952                          STATION DESCRIPTION
 ML0952
 ML0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0952'14.7 MI SE FROM BREWSTER.
 ML0952'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0952'BREWSTER, THENCE 6.0 MILES SOUTH ALONG A WINDING SAND ROAD,
 ML0952'AT A ROAD JUNCTION, 40 FEET SOUTHEAST OF THE CENTER LINE OF A
 ML0952'ROAD LEADING NORTHEAST, 80 FEET NORTHEAST OF THE CENTER LINE
 ML0952'OF A ROAD LEADING SOUTHWEST, 36 FEET SOUTH OF THE CENTER OF A
 ML0952'CATTLE GUARD, 1.4 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF A
 ML0952'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0952'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.1 MILES EAST
 ML0952'OF BENCH MARK V 314.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0828 ***********************************************************************
 ML0828  DESIGNATION -  W 315
 ML0828  PID         -  ML0828
 ML0828  STATE/COUNTY-  NE/DAWSON
 ML0828  COUNTRY     -  US
 ML0828  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0828
 ML0828                         *CURRENT SURVEY CONTROL
 ML0828  ______________________________________________________________________
 ML0828* NAD 83(1986) POSITION- 41 01 45.     (N) 099 37 52.     (W)   SCALED
 ML0828* NAVD 88 ORTHO HEIGHT -   751.260 (meters)     2464.76  (feet) ADJUSTED
 ML0828  ______________________________________________________________________
 ML0828  GEOID HEIGHT    -        -23.473 (meters)                     GEOID18
 ML0828  DYNAMIC HEIGHT  -        750.832 (meters)     2463.35  (feet) COMP
 ML0828  MODELED GRAVITY -    980,029.6   (mgal)                       NAVD 88
 ML0828
 ML0828  VERT ORDER      -  SECOND    CLASS 0
 ML0828
 ML0828.The horizontal coordinates were scaled from a map and have
 ML0828.an estimated accuracy of +/- 6 seconds.
 ML0828
 ML0828.The orthometric height was determined by differential leveling and
 ML0828.adjusted by the NATIONAL GEODETIC SURVEY
 ML0828.in June 1991.
 ML0828
 ML0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0828.GEOID18 height accuracy estimate available here.
 ML0828
 ML0828.Click photographs - Photos may exist for this station.
 ML0828
 ML0828.The dynamic height is computed by dividing the NAVD 88
 ML0828.geopotential number by the normal gravity value computed on the
 ML0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0828.degrees latitude (g = 980.6199 gals.).
 ML0828
 ML0828.The modeled gravity was interpolated from observed gravity values.
 ML0828
 ML0828;                    North         East    Units  Estimated Accuracy
 ML0828;SPC NE       -   132,840.      531,010.      MT  (+/- 180 meters Scaled)
 ML0828
 ML0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML469421(NAD 83)
 ML0828
 ML0828                          SUPERSEDED SURVEY CONTROL
 ML0828
 ML0828  NGVD 29 (??/??/92)  750.977  (m)         2463.83   (f) ADJ UNCH    2 0
 ML0828
 ML0828.Superseded values are not recommended for survey control.
 ML0828
 ML0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0828.See file dsdata.pdf to determine how the superseded data were derived.
 ML0828
 ML0828_MARKER: DB = BENCH MARK DISK
 ML0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0828_STAMPING: W 315 1950
 ML0828_MARK LOGO: CGS
 ML0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0828+STABILITY: SURFACE MOTION
 ML0828
 ML0828  HISTORY     - Date     Condition        Report By
 ML0828  HISTORY     - 1950     MONUMENTED       CGS
 ML0828  HISTORY     - 1983     GOOD             LOCSUR
 ML0828
 ML0828                          STATION DESCRIPTION
 ML0828
 ML0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0828'1.5 MI NW FROM EDDYVILLE.
 ML0828'1.5 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0828'THE POST OFFICE AT EDDYVILLE, 100 YARDS (PACED) SOUTHEAST OF
 ML0828'THE NORTHEAST CORNER OF A SMALL WOODEN BRIDGE, 98 FEET
 ML0828'SOUTHEAST OF THE EAST GATE OF AN ENTRANCE TO A HAY FIELD, 35
 ML0828'FEET NORTHEAST OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY
 ML0828'NO. 40, 1.5 FEET NORTHEAST OF A FENCE, 1.7 FEET SOUTHEAST
 ML0828'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.4 FOOT CONCRETE
 ML0828'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ML0828
 ML0828                          STATION RECOVERY (1983)
 ML0828
 ML0828'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0796 ***********************************************************************
 ML0796  DESIGNATION -  W 316
 ML0796  PID         -  ML0796
 ML0796  STATE/COUNTY-  NE/CUSTER
 ML0796  COUNTRY     -  US
 ML0796  USGS QUAD   -  CALLAWAY (2017)
 ML0796
 ML0796                         *CURRENT SURVEY CONTROL
 ML0796  ______________________________________________________________________
 ML0796* NAD 83(1986) POSITION- 41 17 29.     (N) 099 55 49.     (W)   SCALED
 ML0796* NAVD 88 ORTHO HEIGHT -   779.311 (meters)     2556.79  (feet) ADJUSTED
 ML0796  ______________________________________________________________________
 ML0796  GEOID HEIGHT    -        -22.549 (meters)                     GEOID18
 ML0796  DYNAMIC HEIGHT  -        778.888 (meters)     2555.40  (feet) COMP
 ML0796  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 ML0796
 ML0796  VERT ORDER      -  SECOND    CLASS 0
 ML0796
 ML0796.The horizontal coordinates were scaled from a map and have
 ML0796.an estimated accuracy of +/- 6 seconds.
 ML0796
 ML0796.The orthometric height was determined by differential leveling and
 ML0796.adjusted by the NATIONAL GEODETIC SURVEY
 ML0796.in June 1991.
 ML0796
 ML0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0796.GEOID18 height accuracy estimate available here.
 ML0796
 ML0796.Click photographs - Photos may exist for this station.
 ML0796
 ML0796.The dynamic height is computed by dividing the NAVD 88
 ML0796.geopotential number by the normal gravity value computed on the
 ML0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0796.degrees latitude (g = 980.6199 gals.).
 ML0796
 ML0796.The modeled gravity was interpolated from observed gravity values.
 ML0796
 ML0796;                    North         East    Units  Estimated Accuracy
 ML0796;SPC NE       -   161,880.      505,840.      MT  (+/- 180 meters Scaled)
 ML0796
 ML0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML221715(NAD 83)
 ML0796
 ML0796                          SUPERSEDED SURVEY CONTROL
 ML0796
 ML0796  NGVD 29 (??/??/92)  779.059  (m)         2555.96   (f) ADJ UNCH    2 0
 ML0796
 ML0796.Superseded values are not recommended for survey control.
 ML0796
 ML0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0796.See file dsdata.pdf to determine how the superseded data were derived.
 ML0796
 ML0796_MARKER: DB = BENCH MARK DISK
 ML0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0796_STAMPING: W 316 1950
 ML0796_MARK LOGO: CGS
 ML0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0796+STABILITY: SURFACE MOTION
 ML0796
 ML0796  HISTORY     - Date     Condition        Report By
 ML0796  HISTORY     - 1950     MONUMENTED       CGS
 ML0796  HISTORY     - 1984     GOOD             NGS
 ML0796
 ML0796                          STATION DESCRIPTION
 ML0796
 ML0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0796'0.3 MI NW FROM CALLAWAY.
 ML0796'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0796'RAILROAD STATION AT CALLAWAY, AT A ROAD INTERSECTION, 140 FEET
 ML0796'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 59 FEET
 ML0796'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE
 ML0796'CENTER LINE OF A NORTH AND SOUTH ROAD, 9 FEET SOUTHWEST OF A
 ML0796'POWER POLE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 ML0796'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0796
 ML0796                          STATION RECOVERY (1984)
 ML0796
 ML0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0796'0.48 KM (0.4 MI) WEST ALONG A PAVED STREET THE POST OFFICE, THENCE
 ML0796'0.08 KM (0.05 MI) RIGHT AND NORTHWEST ALONG A GRADED ROAD TO THE MARK
 ML0796'ON THE RIGHT, 29.11 M (95.5 FT) WEST OF THE NORTHWEST CORNER OF A
 ML0796'GARAGE, 23.17 M (76.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ML0796'A HOUSE, 19.5 M (64 FT) NORTHEAST FROM THE CENTERLINE OF THE DIAGONAL
 ML0796'ROAD, 10.5 M (34.5 FT) EAST FROM THE CENTERLINE OF A NORTH/SOUTH ROAD
 ML0796', 3.51 M (11.5 FT) SOUTH FROM AN END POWERLINE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0660 ***********************************************************************
 LH0660  DESIGNATION -  W 317
 LH0660  PID         -  LH0660
 LH0660  STATE/COUNTY-  NE/BUFFALO
 LH0660  COUNTRY     -  US
 LH0660  USGS QUAD   -  MILLER NE (2017)
 LH0660
 LH0660                         *CURRENT SURVEY CONTROL
 LH0660  ______________________________________________________________________
 LH0660* NAD 83(1986) POSITION- 40 54 08.     (N) 099 19 30.     (W)   SCALED
 LH0660* NAVD 88 ORTHO HEIGHT -   693.108 (meters)     2273.97  (feet) ADJUSTED
 LH0660  ______________________________________________________________________
 LH0660  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 LH0660  DYNAMIC HEIGHT  -        692.715 (meters)     2272.68  (feet) COMP
 LH0660  MODELED GRAVITY -    980,034.5   (mgal)                       NAVD 88
 LH0660
 LH0660  VERT ORDER      -  SECOND    CLASS 0
 LH0660
 LH0660.The horizontal coordinates were scaled from a map and have
 LH0660.an estimated accuracy of +/- 6 seconds.
 LH0660
 LH0660.The orthometric height was determined by differential leveling and
 LH0660.adjusted by the NATIONAL GEODETIC SURVEY
 LH0660.in June 1991.
 LH0660
 LH0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0660.GEOID18 height accuracy estimate available here.
 LH0660
 LH0660.Click photographs - Photos may exist for this station.
 LH0660
 LH0660.The dynamic height is computed by dividing the NAVD 88
 LH0660.geopotential number by the normal gravity value computed on the
 LH0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0660.degrees latitude (g = 980.6199 gals.).
 LH0660
 LH0660.The modeled gravity was interpolated from observed gravity values.
 LH0660
 LH0660;                    North         East    Units  Estimated Accuracy
 LH0660;SPC NE       -   118,900.      556,860.      MT  (+/- 180 meters Scaled)
 LH0660
 LH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML726279(NAD 83)
 LH0660
 LH0660                          SUPERSEDED SURVEY CONTROL
 LH0660
 LH0660  NGVD 29 (??/??/92)  692.850  (m)         2273.13   (f) ADJ UNCH    2 0
 LH0660
 LH0660.Superseded values are not recommended for survey control.
 LH0660
 LH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0660.See file dsdata.pdf to determine how the superseded data were derived.
 LH0660
 LH0660_MARKER: DB = BENCH MARK DISK
 LH0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0660_STAMPING: W 317 1950
 LH0660_MARK LOGO: CGS
 LH0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0660+STABILITY: SURFACE MOTION
 LH0660
 LH0660  HISTORY     - Date     Condition        Report By
 LH0660  HISTORY     - 1950     MONUMENTED       CGS
 LH0660  HISTORY     - 1983     GOOD
 LH0660
 LH0660                          STATION DESCRIPTION
 LH0660
 LH0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0660'7.9 MI NW FROM AMHERST.
 LH0660'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0660'RAILROAD STATION AT AMHERST, THENCE 4.4 MILES NORTH ALONG A
 LH0660'GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD,
 LH0660'195 FEET NORTHEAST OF A STEEL BRIDGE OVER THE WOOD RIVER, 67 FEET
 LH0660'NORTH OF THE CENTER LINE OF A DIRT ROAD, 39 FEET NORTH OF A
 LH0660'FENCE, 1.7 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 LH0660'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LH0660'ABOVE THE GROUND.
 LH0660
 LH0660                          STATION RECOVERY (1983)
 LH0660
 LH0660'RECOVERED 1983
 LH0660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1221 ***********************************************************************
 ML1221  DESIGNATION -  W 318 RESET
 ML1221  PID         -  ML1221
 ML1221  STATE/COUNTY-  NE/CUSTER
 ML1221  COUNTRY     -  US
 ML1221  USGS QUAD   -  MILBURN (2017)
 ML1221
 ML1221                         *CURRENT SURVEY CONTROL
 ML1221  ______________________________________________________________________
 ML1221* NAD 83(1986) POSITION- 41 41 02.     (N) 099 38 08.     (W)   SCALED
 ML1221* NAVD 88 ORTHO HEIGHT -   753.24  (meters)     2471.3   (feet) RESET
 ML1221  ______________________________________________________________________
 ML1221  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 ML1221  VERT ORDER      -  THIRD
 ML1221
 ML1221.The horizontal coordinates were scaled from a map and have
 ML1221.an estimated accuracy of +/- 6 seconds.
 ML1221
 ML1221.The orthometric height was computed from unverified reset data.
 ML1221
 ML1221.No vertical observational check was made to the station.
 ML1221
 ML1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1221.GEOID18 height accuracy estimate available here.
 ML1221
 ML1221.Click photographs - Photos may exist for this station.
 ML1221
 ML1221;                    North         East    Units  Estimated Accuracy
 ML1221;SPC NE       -   205,520.      530,330.      MT  (+/- 180 meters Scaled)
 ML1221
 ML1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM471148(NAD 83)
 ML1221
 ML1221                          SUPERSEDED SURVEY CONTROL
 ML1221
 ML1221  NGVD 29 (01/31/13)  752.96   (m)         2470.3    (f) RESET       3  
 ML1221
 ML1221.Superseded values are not recommended for survey control.
 ML1221
 ML1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1221.See file dsdata.pdf to determine how the superseded data were derived.
 ML1221
 ML1221_MARKER: DV = VERTICAL CONTROL DISK
 ML1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1221_STAMPING: W 318 RESET 1984
 ML1221_MARK LOGO: NGS
 ML1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1221+STABILITY: SURFACE MOTION
 ML1221
 ML1221  HISTORY     - Date     Condition        Report By
 ML1221  HISTORY     - 1984     MONUMENTED       NGS
 ML1221
 ML1221                          STATION DESCRIPTION
 ML1221
 ML1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1221'4.83 KM (3.00 MI) NORTH ALONG A GRAVELED COUNTY ROAD FROM THE SCHOOL
 ML1221'AT OLD GATES WHICH IS 27.36 KM (17.00 MI) NORTH ALONG 5TH STREET AND
 ML1221'A PAVED COUNTY ROAD AND STATE HIGHWAY 2 IN BROKEN BOW, TO THE MARK ON
 ML1221'THE RIGHT, ABOUT 1/3 OF THE WAY THROUGH A CURVE, 30.2 M (99.1 FT)
 ML1221'NORTHEAST FROM THE CENTERLINE OF THE ROAD, 24.7 M (81.0 FT) SOUTH
 ML1221'FROM THE SOUTH BANK OF A IRRIGATION CANAL, 15.00 M (49.21 FT) WEST
 ML1221'FROM A POWERLINE POLE GUY POLE, 1.07 M (3.51 FT) NORTH OF A POWERLINE
 ML1221'POLE, WHERE THE LINE TURNS FROM NORTH TO WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0965 ***********************************************************************
 ML0965  DESIGNATION -  W 319
 ML0965  PID         -  ML0965
 ML0965  STATE/COUNTY-  NE/CUSTER
 ML0965  COUNTRY     -  US
 ML0965  USGS QUAD   -  ANSELMO NE (2017)
 ML0965
 ML0965                         *CURRENT SURVEY CONTROL
 ML0965  ______________________________________________________________________
 ML0965* NAD 83(1986) POSITION- 41 39 17.     (N) 099 51 52.     (W)   SCALED
 ML0965* NAVD 88 ORTHO HEIGHT -   819.761 (meters)     2689.50  (feet) ADJUSTED
 ML0965  ______________________________________________________________________
 ML0965  GEOID HEIGHT    -        -22.364 (meters)                     GEOID18
 ML0965  DYNAMIC HEIGHT  -        819.341 (meters)     2688.12  (feet) COMP
 ML0965  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 ML0965
 ML0965  VERT ORDER      -  SECOND    CLASS 0
 ML0965
 ML0965.The horizontal coordinates were scaled from a map and have
 ML0965.an estimated accuracy of +/- 6 seconds.
 ML0965
 ML0965.The orthometric height was determined by differential leveling and
 ML0965.adjusted by the NATIONAL GEODETIC SURVEY
 ML0965.in June 1991.
 ML0965
 ML0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0965.GEOID18 height accuracy estimate available here.
 ML0965
 ML0965.Click photographs - Photos may exist for this station.
 ML0965
 ML0965.The dynamic height is computed by dividing the NAVD 88
 ML0965.geopotential number by the normal gravity value computed on the
 ML0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0965.degrees latitude (g = 980.6199 gals.).
 ML0965
 ML0965.The modeled gravity was interpolated from observed gravity values.
 ML0965
 ML0965;                    North         East    Units  Estimated Accuracy
 ML0965;SPC NE       -   202,230.      511,290.      MT  (+/- 180 meters Scaled)
 ML0965
 ML0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM280118(NAD 83)
 ML0965
 ML0965                          SUPERSEDED SURVEY CONTROL
 ML0965
 ML0965  NGVD 29 (??/??/92)  819.478  (m)         2688.57   (f) ADJ UNCH    2 0
 ML0965
 ML0965.Superseded values are not recommended for survey control.
 ML0965
 ML0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0965.See file dsdata.pdf to determine how the superseded data were derived.
 ML0965
 ML0965_MARKER: DB = BENCH MARK DISK
 ML0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0965_STAMPING: W 319 1950
 ML0965_MARK LOGO: CGS
 ML0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0965+STABILITY: SURFACE MOTION
 ML0965
 ML0965  HISTORY     - Date     Condition        Report By
 ML0965  HISTORY     - 1950     MONUMENTED       CGS
 ML0965  HISTORY     - 1951     POOR             USGS
 ML0965
 ML0965                          STATION DESCRIPTION
 ML0965
 ML0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0965'2.6 MI N FROM ANSELMO.
 ML0965'2.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 ML0965'AND QUINCY RAILROAD STATION AT ANSELMO, AT WINDY POINT SCHOOL,
 ML0965'153 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 ML0965'49 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD,
 ML0965'40 FEET EAST OF A 26 INCH COTTONWOOD TREE, 39 FEET EAST OF THE
 ML0965'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 5 FEET NORTH OF A STEEL
 ML0965'FLAGPOLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 ML0965'FOOT ABOVE THE GROUND.  NOTE-- MARK STRUCK BY EARTH MOVING
 ML0965'EQUIPMENT POST IS EITHER BROKEN BELOW SURFACE OR EXTREMELY TILTED.
 ML0965
 ML0965                          STATION RECOVERY (1951)
 ML0965
 ML0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0965'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0849 ***********************************************************************
 LH0849  DESIGNATION -  W 320
 LH0849  PID         -  LH0849
 LH0849  STATE/COUNTY-  NE/DAWSON
 LH0849  COUNTRY     -  US
 LH0849  USGS QUAD   -  BUFFALO (2017)
 LH0849
 LH0849                         *CURRENT SURVEY CONTROL
 LH0849  ______________________________________________________________________
 LH0849* NAD 83(1986) POSITION- 40 59 47.     (N) 099 50 07.     (W)   SCALED
 LH0849* NAVD 88 ORTHO HEIGHT -   786.897 (meters)     2581.68  (feet) ADJUSTED
 LH0849  ______________________________________________________________________
 LH0849  GEOID HEIGHT    -        -23.344 (meters)                     GEOID18
 LH0849  DYNAMIC HEIGHT  -        786.436 (meters)     2580.17  (feet) COMP
 LH0849  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 LH0849
 LH0849  VERT ORDER      -  SECOND    CLASS 0
 LH0849
 LH0849.The horizontal coordinates were scaled from a map and have
 LH0849.an estimated accuracy of +/- 6 seconds.
 LH0849
 LH0849.The orthometric height was determined by differential leveling and
 LH0849.adjusted by the NATIONAL GEODETIC SURVEY
 LH0849.in June 1991.
 LH0849
 LH0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0849.GEOID18 height accuracy estimate available here.
 LH0849
 LH0849.Click photographs - Photos may exist for this station.
 LH0849
 LH0849.The dynamic height is computed by dividing the NAVD 88
 LH0849.geopotential number by the normal gravity value computed on the
 LH0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0849.degrees latitude (g = 980.6199 gals.).
 LH0849
 LH0849.The modeled gravity was interpolated from observed gravity values.
 LH0849
 LH0849;                    North         East    Units  Estimated Accuracy
 LH0849;SPC NE       -   129,140.      513,860.      MT  (+/- 180 meters Scaled)
 LH0849
 LH0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML297386(NAD 83)
 LH0849
 LH0849                          SUPERSEDED SURVEY CONTROL
 LH0849
 LH0849  NGVD 29 (??/??/92)  786.591  (m)         2580.67   (f) ADJ UNCH    2 0
 LH0849
 LH0849.Superseded values are not recommended for survey control.
 LH0849
 LH0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0849.See file dsdata.pdf to determine how the superseded data were derived.
 LH0849
 LH0849_MARKER: DB = BENCH MARK DISK
 LH0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0849_STAMPING: W 320 1950
 LH0849_MARK LOGO: CGS
 LH0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0849+STABILITY: SURFACE MOTION
 LH0849
 LH0849  HISTORY     - Date     Condition        Report By
 LH0849  HISTORY     - 1950     MONUMENTED       CGS
 LH0849
 LH0849                          STATION DESCRIPTION
 LH0849
 LH0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0849'0.7 MI N FROM BUFFALO.
 LH0849'0.7 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0849'BUFFALO, 66 FEET WEST OF TH NORTHWEST END OF A ROW OF COTTONWOOD
 LH0849'TREES, 67 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET
 LH0849'NORTHWEST OF A FENCE CORNER, 1.2 FEET SOUTHWEST OF A FENCE,
 LH0849'1.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0849'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0788 ***********************************************************************
 ML0788  DESIGNATION -  W 321
 ML0788  PID         -  ML0788
 ML0788  STATE/COUNTY-  NE/CUSTER
 ML0788  COUNTRY     -  US
 ML0788  USGS QUAD   -  OCONTO (2017)
 ML0788
 ML0788                         *CURRENT SURVEY CONTROL
 ML0788  ______________________________________________________________________
 ML0788* NAD 83(1986) POSITION- 41 13 51.     (N) 099 52 00.     (W)   SCALED
 ML0788* NAVD 88 ORTHO HEIGHT -   808.604 (meters)     2652.90  (feet) ADJUSTED
 ML0788  ______________________________________________________________________
 ML0788  GEOID HEIGHT    -        -22.709 (meters)                     GEOID18
 ML0788  DYNAMIC HEIGHT  -        808.164 (meters)     2651.45  (feet) COMP
 ML0788  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 ML0788
 ML0788  VERT ORDER      -  SECOND    CLASS 0
 ML0788
 ML0788.The horizontal coordinates were scaled from a map and have
 ML0788.an estimated accuracy of +/- 6 seconds.
 ML0788
 ML0788.The orthometric height was determined by differential leveling and
 ML0788.adjusted by the NATIONAL GEODETIC SURVEY
 ML0788.in June 1991.
 ML0788
 ML0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0788.GEOID18 height accuracy estimate available here.
 ML0788
 ML0788.Click photographs - Photos may exist for this station.
 ML0788
 ML0788.The dynamic height is computed by dividing the NAVD 88
 ML0788.geopotential number by the normal gravity value computed on the
 ML0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0788.degrees latitude (g = 980.6199 gals.).
 ML0788
 ML0788.The modeled gravity was interpolated from observed gravity values.
 ML0788
 ML0788;                    North         East    Units  Estimated Accuracy
 ML0788;SPC NE       -   155,170.      511,180.      MT  (+/- 180 meters Scaled)
 ML0788
 ML0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML273647(NAD 83)
 ML0788
 ML0788                          SUPERSEDED SURVEY CONTROL
 ML0788
 ML0788  NGVD 29 (??/??/92)  808.341  (m)         2652.03   (f) ADJ UNCH    2 0
 ML0788
 ML0788.Superseded values are not recommended for survey control.
 ML0788
 ML0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0788.See file dsdata.pdf to determine how the superseded data were derived.
 ML0788
 ML0788_MARKER: DB = BENCH MARK DISK
 ML0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0788_STAMPING: W 321 1950
 ML0788_MARK LOGO: CGS
 ML0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0788+STABILITY: SURFACE MOTION
 ML0788
 ML0788  HISTORY     - Date     Condition        Report By
 ML0788  HISTORY     - 1950     MONUMENTED       CGS
 ML0788
 ML0788                          STATION DESCRIPTION
 ML0788
 ML0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0788'5.3 MI SE FROM CALLAWAY.
 ML0788'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0788'RAILROAD STATION AT CALLAWAY, 400 FEET WEST OF A FARMHOUSE,
 ML0788'178 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 96 FEET
 ML0788'NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD,
 ML0788'10 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 13 FEET
 ML0788'NORTHWEST OF THE CENTER OF A GATE, 1 FOOT SOUTHWEST OF A FENCE,
 ML0788'1.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0788'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0321 ***********************************************************************
 ML0321  DESIGNATION -  W 322
 ML0321  PID         -  ML0321
 ML0321  STATE/COUNTY-  NE/SHERMAN
 ML0321  COUNTRY     -  US
 ML0321  USGS QUAD   -  ASHTON (2017)
 ML0321
 ML0321                         *CURRENT SURVEY CONTROL
 ML0321  ______________________________________________________________________
 ML0321* NAD 83(1986) POSITION- 41 08 52.     (N) 098 48 19.     (W)   SCALED
 ML0321* NAVD 88 ORTHO HEIGHT -   635.730 (meters)     2085.72  (feet) ADJUSTED
 ML0321  ______________________________________________________________________
 ML0321  GEOID HEIGHT    -        -24.200 (meters)                     GEOID18
 ML0321  DYNAMIC HEIGHT  -        635.405 (meters)     2084.66  (feet) COMP
 ML0321  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 ML0321
 ML0321  VERT ORDER      -  FIRST     CLASS II
 ML0321
 ML0321.The horizontal coordinates were scaled from a map and have
 ML0321.an estimated accuracy of +/- 6 seconds.
 ML0321
 ML0321.The orthometric height was determined by differential leveling and
 ML0321.adjusted by the NATIONAL GEODETIC SURVEY
 ML0321.in June 1991.
 ML0321
 ML0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0321.GEOID18 height accuracy estimate available here.
 ML0321
 ML0321.Click photographs - Photos may exist for this station.
 ML0321
 ML0321.The dynamic height is computed by dividing the NAVD 88
 ML0321.geopotential number by the normal gravity value computed on the
 ML0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0321.degrees latitude (g = 980.6199 gals.).
 ML0321
 ML0321.The modeled gravity was interpolated from observed gravity values.
 ML0321
 ML0321;                    North         East    Units  Estimated Accuracy
 ML0321;SPC NE       -   146,630.      600,260.      MT  (+/- 180 meters Scaled)
 ML0321
 ML0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163551(NAD 83)
 ML0321
 ML0321                          SUPERSEDED SURVEY CONTROL
 ML0321
 ML0321  NGVD 29 (??/??/92)  635.489  (m)         2084.93   (f) ADJ UNCH    1 2
 ML0321
 ML0321.Superseded values are not recommended for survey control.
 ML0321
 ML0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0321.See file dsdata.pdf to determine how the superseded data were derived.
 ML0321
 ML0321_MARKER: DB = BENCH MARK DISK
 ML0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0321_STAMPING: W 322 1950
 ML0321_MARK LOGO: CGS
 ML0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0321+STABILITY: SURFACE MOTION
 ML0321
 ML0321  HISTORY     - Date     Condition        Report By
 ML0321  HISTORY     - 1950     MONUMENTED       CGS
 ML0321  HISTORY     - 1976     POOR             NGS
 ML0321
 ML0321                          STATION DESCRIPTION
 ML0321
 ML0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0321'3.4 MI NE FROM ROCKVILLE.
 ML0321'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0321'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, THENCE 2.0 MILES NORTH
 ML0321'ALONG A GRADED DIRT ROAD, 191 FEET SOUTH OF THE CENTER LINE OF
 ML0321'AN EAST AND WEST ROAD, 155 FEET SOUTH OF A FENCE CORNER, 20 FEET
 ML0321'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.3 FEET
 ML0321'EAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 ML0321'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0321
 ML0321                          STATION RECOVERY (1976)
 ML0321
 ML0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ML0321'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1028 ***********************************************************************
 ML1028  DESIGNATION -  W 322 RESET
 ML1028  PID         -  ML1028
 ML1028  STATE/COUNTY-  NE/SHERMAN
 ML1028  COUNTRY     -  US
 ML1028  USGS QUAD   -  ASHTON (2017)
 ML1028
 ML1028                         *CURRENT SURVEY CONTROL
 ML1028  ______________________________________________________________________
 ML1028* NAD 83(1986) POSITION- 41 08 52.     (N) 098 48 19.     (W)   SCALED
 ML1028* NAVD 88 ORTHO HEIGHT -   636.37  (+/-2cm)     2087.8   (feet) VERTCON
 ML1028  ______________________________________________________________________
 ML1028  GEOID HEIGHT    -        -24.200 (meters)                     GEOID18
 ML1028  VERT ORDER      -  THIRD (See Below)
 ML1028
 ML1028.The horizontal coordinates were scaled from a map and have
 ML1028.an estimated accuracy of +/- 6 seconds.
 ML1028
 ML1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1028
 ML1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1028.GEOID18 height accuracy estimate available here.
 ML1028
 ML1028.The vertical order pertains to the NGVD 29 superseded value.
 ML1028
 ML1028.Click photographs - Photos may exist for this station.
 ML1028
 ML1028;                    North         East    Units  Estimated Accuracy
 ML1028;SPC NE       -   146,630.      600,260.      MT  (+/- 180 meters Scaled)
 ML1028
 ML1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163551(NAD 83)
 ML1028
 ML1028                          SUPERSEDED SURVEY CONTROL
 ML1028
 ML1028  NGVD 29 (01/31/13)  636.13   (m)         2087.0    (f) RESET       3  
 ML1028
 ML1028.Superseded values are not recommended for survey control.
 ML1028
 ML1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1028.See file dsdata.pdf to determine how the superseded data were derived.
 ML1028
 ML1028_MARKER: DV = VERTICAL CONTROL DISK
 ML1028_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 ML1028+WITH SETTING: INTO GROUND
 ML1028_STAMPING: W 322 RESET 1976
 ML1028_MARK LOGO: NGS
 ML1028_PROJECTION: FLUSH
 ML1028_MAGNETIC: I = MARKER IS A STEEL ROD
 ML1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1028_ROD/PIPE-DEPTH: 1.22 meters
 ML1028
 ML1028  HISTORY     - Date     Condition        Report By
 ML1028  HISTORY     - 1976     MONUMENTED       NGS
 ML1028
 ML1028                          STATION DESCRIPTION
 ML1028
 ML1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ML1028'3.4 MI NE FROM ROCKVILLE.
 ML1028'FROM THE JUNCTION OF STATE HIGHWAY 68 AND A GRAVELED ROAD IN ROCKVILLE
 ML1028'AND 0.2 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 68 AND 58, GO
 ML1028'EAST ON THE GRAVELED ROAD FOR 0.4 MILE, THENCE NORTH 2.0 MILES TO A
 ML1028'ROAD ON THE RIGHT, THENCE EAST 1.0 MILE TO CROSS ROADS, THENCE
 ML1028'SOUTH 0.05 MILE TO BENCH MARK ON THE LEFT, 84 FEET EAST OF CENTER OF
 ML1028'THE DIRT ROAD, 55 FEET EAST OF A CORNER FENCE POST, AND 6-INCHES
 ML1028'NORTH OF AN EAST-WEST FENCE AND IN PASTURE LAND.
 ML1028'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0690 ***********************************************************************
 ML0690  DESIGNATION -  W 323
 ML0690  PID         -  ML0690
 ML0690  STATE/COUNTY-  NE/VALLEY
 ML0690  COUNTRY     -  US
 ML0690  USGS QUAD   -  ARCADIA EAST (2017)
 ML0690
 ML0690                         *CURRENT SURVEY CONTROL
 ML0690  ______________________________________________________________________
 ML0690* NAD 83(1986) POSITION- 41 24 48.     (N) 099 06 23.     (W)   SCALED
 ML0690* NAVD 88 ORTHO HEIGHT -   655.555 (meters)     2150.77  (feet) ADJUSTED
 ML0690  ______________________________________________________________________
 ML0690  GEOID HEIGHT    -        -23.645 (meters)                     GEOID18
 ML0690  DYNAMIC HEIGHT  -        655.225 (meters)     2149.68  (feet) COMP
 ML0690  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 ML0690
 ML0690  VERT ORDER      -  FIRST     CLASS II
 ML0690
 ML0690.The horizontal coordinates were scaled from a map and have
 ML0690.an estimated accuracy of +/- 6 seconds.
 ML0690
 ML0690.The orthometric height was determined by differential leveling and
 ML0690.adjusted by the NATIONAL GEODETIC SURVEY
 ML0690.in June 1991.
 ML0690
 ML0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0690.GEOID18 height accuracy estimate available here.
 ML0690
 ML0690.Click photographs - Photos may exist for this station.
 ML0690
 ML0690.The dynamic height is computed by dividing the NAVD 88
 ML0690.geopotential number by the normal gravity value computed on the
 ML0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0690.degrees latitude (g = 980.6199 gals.).
 ML0690
 ML0690.The modeled gravity was interpolated from observed gravity values.
 ML0690
 ML0690;                    North         East    Units  Estimated Accuracy
 ML0690;SPC NE       -   175,810.      574,690.      MT  (+/- 180 meters Scaled)
 ML0690
 ML0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML911846(NAD 83)
 ML0690
 ML0690                          SUPERSEDED SURVEY CONTROL
 ML0690
 ML0690  NGVD 29 (??/??/92)  655.310  (m)         2149.96   (f) ADJ UNCH    1 2
 ML0690
 ML0690.Superseded values are not recommended for survey control.
 ML0690
 ML0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0690.See file dsdata.pdf to determine how the superseded data were derived.
 ML0690
 ML0690_MARKER: DB = BENCH MARK DISK
 ML0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0690_STAMPING: W 323 1950
 ML0690_MARK LOGO: CGS
 ML0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0690+STABILITY: SURFACE MOTION
 ML0690
 ML0690  HISTORY     - Date     Condition        Report By
 ML0690  HISTORY     - 1950     MONUMENTED       CGS
 ML0690
 ML0690                          STATION DESCRIPTION
 ML0690
 ML0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0690'1.7 MI SE FROM ARCADIA.
 ML0690'1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0690'RAILROAD FROM THE STATION AT ARCADIA, 45 FEET NORTHEAST OF THE
 ML0690'NORTHEAST RAIL, 36 FEET NORTHEAST OF MILEPOST 52, 1.4 FEET
 ML0690'SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST, SET
 ML0690'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 ML0690'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1435 ***********************************************************************
 MK1435  DESIGNATION -  W 324
 MK1435  PID         -  MK1435
 MK1435  STATE/COUNTY-  NE/HAMILTON
 MK1435  COUNTRY     -  US
 MK1435  USGS QUAD   -  POLK (2017)
 MK1435
 MK1435                         *CURRENT SURVEY CONTROL
 MK1435  ______________________________________________________________________
 MK1435* NAD 83(1986) POSITION- 41 07 08.     (N) 097 50 51.     (W)   SCALED
 MK1435* NAVD 88 ORTHO HEIGHT -   539.040 (meters)     1768.50  (feet) ADJUSTED
 MK1435  ______________________________________________________________________
 MK1435  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 MK1435  DYNAMIC HEIGHT  -        538.769 (meters)     1767.61  (feet) COMP
 MK1435  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 MK1435
 MK1435  VERT ORDER      -  SECOND    CLASS 0
 MK1435
 MK1435.The horizontal coordinates were scaled from a map and have
 MK1435.an estimated accuracy of +/- 6 seconds.
 MK1435
 MK1435.The orthometric height was determined by differential leveling and
 MK1435.adjusted by the NATIONAL GEODETIC SURVEY
 MK1435.in June 1991.
 MK1435
 MK1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1435.GEOID18 height accuracy estimate available here.
 MK1435
 MK1435.Click photographs - Photos may exist for this station.
 MK1435
 MK1435.The dynamic height is computed by dividing the NAVD 88
 MK1435.geopotential number by the normal gravity value computed on the
 MK1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1435.degrees latitude (g = 980.6199 gals.).
 MK1435
 MK1435.The modeled gravity was interpolated from observed gravity values.
 MK1435
 MK1435;                    North         East    Units  Estimated Accuracy
 MK1435;SPC NE       -   144,980.      680,700.      MT  (+/- 180 meters Scaled)
 MK1435
 MK1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL967525(NAD 83)
 MK1435
 MK1435                          SUPERSEDED SURVEY CONTROL
 MK1435
 MK1435  NGVD 29 (??/??/92)  538.821  (m)         1767.78   (f) ADJ UNCH    2 0
 MK1435
 MK1435.Superseded values are not recommended for survey control.
 MK1435
 MK1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1435.See file dsdata.pdf to determine how the superseded data were derived.
 MK1435
 MK1435_MARKER: DB = BENCH MARK DISK
 MK1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1435_STAMPING: W 324 1950
 MK1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1435+STABILITY: SURFACE MOTION
 MK1435
 MK1435  HISTORY     - Date     Condition        Report By
 MK1435  HISTORY     - 1950     MONUMENTED       CGS
 MK1435
 MK1435                          STATION DESCRIPTION
 MK1435
 MK1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1435'4.8 MI NE FROM HORDVILLE.
 MK1435'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1435'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD,
 MK1435'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 MK1435'NORTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 275 FEET
 MK1435'SOUTHEAST OF A FARMHOUSE, 32 FEET EAST OF THE CENTER LINE OF A
 MK1435'NORTH AND SOUTH ROAD, 35 FEET NORTH OF THE CENTER LINE OF AN
 MK1435'EAST AND WEST ROAD, 4 FEET NORTH OF A POWER POLE, 3 FEET NORTHEAST
 MK1435'OF A TELEPHONE POLE, 0.8 FOOT WEST OF A FENCE, 2.8 FEET SOUTH OF
 MK1435'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1435'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1488 ***********************************************************************
 MK1488  DESIGNATION -  W 325
 MK1488  PID         -  MK1488
 MK1488  STATE/COUNTY-  NE/POLK
 MK1488  COUNTRY     -  US
 MK1488  USGS QUAD   -  SWEDEHOME (2017)
 MK1488
 MK1488                         *CURRENT SURVEY CONTROL
 MK1488  ______________________________________________________________________
 MK1488* NAD 83(1986) POSITION- 41 09 46.     (N) 097 42 50.     (W)   SCALED
 MK1488* NAVD 88 ORTHO HEIGHT -   525.807 (meters)     1725.09  (feet) ADJUSTED
 MK1488  ______________________________________________________________________
 MK1488  GEOID HEIGHT    -        -25.563 (meters)                     GEOID18
 MK1488  DYNAMIC HEIGHT  -        525.549 (meters)     1724.24  (feet) COMP
 MK1488  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 MK1488
 MK1488  VERT ORDER      -  SECOND    CLASS 0
 MK1488
 MK1488.The horizontal coordinates were scaled from a map and have
 MK1488.an estimated accuracy of +/- 6 seconds.
 MK1488
 MK1488.The orthometric height was determined by differential leveling and
 MK1488.adjusted by the NATIONAL GEODETIC SURVEY
 MK1488.in June 1991.
 MK1488
 MK1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1488.GEOID18 height accuracy estimate available here.
 MK1488
 MK1488.Click photographs - Photos may exist for this station.
 MK1488
 MK1488.The dynamic height is computed by dividing the NAVD 88
 MK1488.geopotential number by the normal gravity value computed on the
 MK1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1488.degrees latitude (g = 980.6199 gals.).
 MK1488
 MK1488.The modeled gravity was interpolated from observed gravity values.
 MK1488
 MK1488;                    North         East    Units  Estimated Accuracy
 MK1488;SPC NE       -   150,140.      691,780.      MT  (+/- 180 meters Scaled)
 MK1488
 MK1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL078576(NAD 83)
 MK1488
 MK1488                          SUPERSEDED SURVEY CONTROL
 MK1488
 MK1488  NGVD 29 (??/??/92)  525.597  (m)         1724.40   (f) ADJ UNCH    2 0
 MK1488
 MK1488.Superseded values are not recommended for survey control.
 MK1488
 MK1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1488.See file dsdata.pdf to determine how the superseded data were derived.
 MK1488
 MK1488_MARKER: DB = BENCH MARK DISK
 MK1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1488_STAMPING: W 325 1950
 MK1488_MARK LOGO: CGS
 MK1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1488+STABILITY: SURFACE MOTION
 MK1488
 MK1488  HISTORY     - Date     Condition        Report By
 MK1488  HISTORY     - 1950     MONUMENTED       CGS
 MK1488
 MK1488                          STATION DESCRIPTION
 MK1488
 MK1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1488'9.1 MI NE FROM POLK.
 MK1488'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1488'AT POLK, THENCE 2.3 MILES NRTH ALONG A GRAVELED ROAD, THENCE
 MK1488'3.0 MILES NORTH ALONG A DIRT ROAD, 1.0 MILE SOUTH OF U.S.
 MK1488'HIGHWAY 30 A, AT A ROAD INTERSECTION, 75 FEET SOUTH OF THE
 MK1488'CENTER LINE OF AN EAST AND WEST ROAD, 43 FEET SOUTH OF A POWER
 MK1488'POLE, 29 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1488'ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1488'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1454 ***********************************************************************
 MK1454  DESIGNATION -  W 326 RESET
 MK1454  PID         -  MK1454
 MK1454  STATE/COUNTY-  NE/POLK
 MK1454  COUNTRY     -  US
 MK1454  USGS QUAD   -  SWEDEHOME (2017)
 MK1454
 MK1454                         *CURRENT SURVEY CONTROL
 MK1454  ______________________________________________________________________
 MK1454* NAD 83(1986) POSITION- 41 12 23.6    (N) 097 39 22.3    (W)   HD_HELD2
 MK1454* NAVD 88 ORTHO HEIGHT -   518.59  (meters)     1701.4   (feet) RESET
 MK1454  ______________________________________________________________________
 MK1454  GEOID HEIGHT    -        -25.532 (meters)                     GEOID18
 MK1454  VERT ORDER      -  THIRD
 MK1454
 MK1454.The horizontal coordinates were established by autonomous hand held GPS
 MK1454.observations and have an estimated accuracy of +/- 10 meters.
 MK1454
 MK1454.The orthometric height was computed from unverified reset data.
 MK1454
 MK1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1454.GEOID18 height accuracy estimate available here.
 MK1454
 MK1454.Click photographs - Photos may exist for this station.
 MK1454
 MK1454;                    North         East    Units  Estimated Accuracy
 MK1454;SPC NE       -   155,126.      696,491.      MT  (+/- 10 meters HH2 GPS)
 MK1454
 MK1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1266362557(NAD 83)
 MK1454
 MK1454                          SUPERSEDED SURVEY CONTROL
 MK1454
 MK1454.No superseded survey control is available for this station.
 MK1454
 MK1454_MARKER: DB = BENCH MARK DISK
 MK1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1454_STAMPING: W 326 RESET 1969
 MK1454_MARK LOGO: CGS
 MK1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1454+STABILITY: SURFACE MOTION
 MK1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1454+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 MK1454
 MK1454  HISTORY     - Date     Condition        Report By
 MK1454  HISTORY     - 1969     MONUMENTED       CGS
 MK1454  HISTORY     - 20170816 GOOD             INDIV
 MK1454
 MK1454                          STATION DESCRIPTION
 MK1454
 MK1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK1454'7.6 MI S FROM SILVER CREEK.
 MK1454'7.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1454'SILVER CREEK, AT A ROAD INTERSECTION, 100 FEET WEST OF THE
 MK1454'CENTERLINE OF STATE HIGHWAY 39, 34 FEET NORTH OF A GRAVELED ROAD
 MK1454'AND 1 FOOT SOUTH OF A WITNESS POST.  SET IN A ROUND CONCRETE
 MK1454'POST WHICH PROJECTS 3 INCHES.
 MK1454
 MK1454                          STATION RECOVERY (2017)
 MK1454
 MK1454'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1454'RECOVERED AS DESCRIBED, ONE FOOT SOUTH OF STEEL WITNESS POST, AND
 MK1454'199.6 FEET NORTH OF CP 2-902 ( CONC. MONU. WITH ALUM. CAP) NEAR MILE
 MK1454'POST 2.01. MARK IS FLUSH. 
 MK1454'LAT. 41 12 23.6 N 
 MK1454'LONG. 097 39 22.3 W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1316 ***********************************************************************
 MK1316  DESIGNATION -  W 327
 MK1316  PID         -  MK1316
 MK1316  STATE/COUNTY-  NE/POLK
 MK1316  COUNTRY     -  US
 MK1316  USGS QUAD   -  COLUMBUS SW (2017)
 MK1316
 MK1316                         *CURRENT SURVEY CONTROL
 MK1316  ______________________________________________________________________
 MK1316* NAD 83(1986) POSITION- 41 17 37.     (N) 097 28 59.     (W)   SCALED
 MK1316* NAVD 88 ORTHO HEIGHT -   468.199 (meters)     1536.08  (feet) ADJUSTED
 MK1316  ______________________________________________________________________
 MK1316  GEOID HEIGHT    -        -25.464 (meters)                     GEOID18
 MK1316  DYNAMIC HEIGHT  -        467.988 (meters)     1535.39  (feet) COMP
 MK1316  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 MK1316
 MK1316  VERT ORDER      -  SECOND    CLASS 0
 MK1316
 MK1316.The horizontal coordinates were scaled from a map and have
 MK1316.an estimated accuracy of +/- 6 seconds.
 MK1316
 MK1316.The orthometric height was determined by differential leveling and
 MK1316.adjusted by the NATIONAL GEODETIC SURVEY
 MK1316.in June 1991.
 MK1316
 MK1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1316.GEOID18 height accuracy estimate available here.
 MK1316
 MK1316.Click photographs - Photos may exist for this station.
 MK1316
 MK1316.The dynamic height is computed by dividing the NAVD 88
 MK1316.geopotential number by the normal gravity value computed on the
 MK1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1316.degrees latitude (g = 980.6199 gals.).
 MK1316
 MK1316.The modeled gravity was interpolated from observed gravity values.
 MK1316
 MK1316;                    North         East    Units  Estimated Accuracy
 MK1316;SPC NE       -   165,200.      710,720.      MT  (+/- 180 meters Scaled)
 MK1316
 MK1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL270724(NAD 83)
 MK1316
 MK1316                          SUPERSEDED SURVEY CONTROL
 MK1316
 MK1316  NGVD 29 (??/??/92)  468.012  (m)         1535.47   (f) ADJ UNCH    2 0
 MK1316
 MK1316.Superseded values are not recommended for survey control.
 MK1316
 MK1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1316.See file dsdata.pdf to determine how the superseded data were derived.
 MK1316
 MK1316_MARKER: DB = BENCH MARK DISK
 MK1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1316_STAMPING: W 327 1950
 MK1316_MARK LOGO: CGS
 MK1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1316+STABILITY: SURFACE MOTION
 MK1316
 MK1316  HISTORY     - Date     Condition        Report By
 MK1316  HISTORY     - 1950     MONUMENTED       CGS
 MK1316
 MK1316                          STATION DESCRIPTION
 MK1316
 MK1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1316'8 MI S FROM DUNCAN.
 MK1316'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1316'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1316'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 MK1316'1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1316'41 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1316'22 FEET EAST OF A FENCE CORNER, 35 FEET SOUTH OF THE CENTER
 MK1316'LINE OF AN EAST AND WEST ROAD, 1.1 FEET NORTH OF A FENCE, 1.6
 MK1316'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1316'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1220 ***********************************************************************
 ML1220  DESIGNATION -  W 328 RESET
 ML1220  PID         -  ML1220
 ML1220  STATE/COUNTY-  NE/VALLEY
 ML1220  COUNTRY     -  US
 ML1220  USGS QUAD   -  ARCADIA EAST (2017)
 ML1220
 ML1220                         *CURRENT SURVEY CONTROL
 ML1220  ______________________________________________________________________
 ML1220* NAD 83(1986) POSITION- 41 29 43.     (N) 099 00 03.     (W)   SCALED
 ML1220* NAVD 88 ORTHO HEIGHT -   668.00  (meters)     2191.6   (feet) RESET
 ML1220  ______________________________________________________________________
 ML1220  GEOID HEIGHT    -        -23.765 (meters)                     GEOID18
 ML1220  VERT ORDER      -  THIRD
 ML1220
 ML1220.The horizontal coordinates were scaled from a map and have
 ML1220.an estimated accuracy of +/- 6 seconds.
 ML1220
 ML1220.The orthometric height was computed from unverified reset data.
 ML1220
 ML1220.No vertical observational check was made to the station.
 ML1220
 ML1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1220.GEOID18 height accuracy estimate available here.
 ML1220
 ML1220.Click photographs - Photos may exist for this station.
 ML1220
 ML1220;                    North         East    Units  Estimated Accuracy
 ML1220;SPC NE       -   185,000.      583,400.      MT  (+/- 180 meters Scaled)
 ML1220
 ML1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML999937(NAD 83)
 ML1220
 ML1220                          SUPERSEDED SURVEY CONTROL
 ML1220
 ML1220  NGVD 29 (01/31/13)  667.75   (m)         2190.8    (f) RESET       3  
 ML1220
 ML1220.Superseded values are not recommended for survey control.
 ML1220
 ML1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1220.See file dsdata.pdf to determine how the superseded data were derived.
 ML1220
 ML1220_MARKER: DV = VERTICAL CONTROL DISK
 ML1220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ML1220_SP_SET: BRIDGE ABUTMENT
 ML1220_STAMPING: W 328 RESET 1984
 ML1220_MARK LOGO: NGS
 ML1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1220
 ML1220  HISTORY     - Date     Condition        Report By
 ML1220  HISTORY     - 1984     MONUMENTED       BOR
 ML1220
 ML1220                          STATION DESCRIPTION
 ML1220
 ML1220'DESCRIBED BY US BUREAU OF RECLAMATION 1984
 ML1220'9 MILES (14.5 KM) SOUTHWEST ALONG STATE HIGHWAY 70, THENCE 0.8 MILE
 ML1220'(1.3 KM) WEST ALONG A GRAVELED COUNTY ROAD, SET IN THE NORTHWEST
 ML1220'ABUTMENT OF BRIDGE, 1 FOOT (0.3 M) ABOVE BRIDGE DECK FLUSH WITH
 ML1220'CONCRETE, 14.5 FEET (4.4 M) NORTH OF CENTER OF COUNTY ROAD, 25.0 FEET
 ML1220'(7.6 M) WEST OF CENTER OF MIRDAN CANAL, 1185.0 FEET (361.2 M) EAST OF
 ML1220'T INTERSECTION OF COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1255 ***********************************************************************
 MK1255  DESIGNATION -  W 329
 MK1255  PID         -  MK1255
 MK1255  STATE/COUNTY-  NE/COLFAX
 MK1255  COUNTRY     -  US
 MK1255  USGS QUAD   -  SCHUYLER (2017)
 MK1255
 MK1255                         *CURRENT SURVEY CONTROL
 MK1255  ______________________________________________________________________
 MK1255* NAD 83(1986) POSITION- 41 27 01.     (N) 097 06 27.     (W)   SCALED
 MK1255* NAVD 88 ORTHO HEIGHT -   416.474 (meters)     1366.38  (feet) ADJUSTED
 MK1255  ______________________________________________________________________
 MK1255  GEOID HEIGHT    -        -25.678 (meters)                     GEOID18
 MK1255  DYNAMIC HEIGHT  -        416.294 (meters)     1365.79  (feet) COMP
 MK1255  MODELED GRAVITY -    980,179.5   (mgal)                       NAVD 88
 MK1255
 MK1255  VERT ORDER      -  SECOND    CLASS 0
 MK1255
 MK1255.The horizontal coordinates were scaled from a map and have
 MK1255.an estimated accuracy of +/- 6 seconds.
 MK1255
 MK1255.The orthometric height was determined by differential leveling and
 MK1255.adjusted by the NATIONAL GEODETIC SURVEY
 MK1255.in June 1991.
 MK1255
 MK1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1255.GEOID18 height accuracy estimate available here.
 MK1255
 MK1255.Click photographs - Photos may exist for this station.
 MK1255
 MK1255.The dynamic height is computed by dividing the NAVD 88
 MK1255.geopotential number by the normal gravity value computed on the
 MK1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1255.degrees latitude (g = 980.6199 gals.).
 MK1255
 MK1255.The modeled gravity was interpolated from observed gravity values.
 MK1255
 MK1255;                    North         East    Units  Estimated Accuracy
 MK1255;SPC NE       -   183,560.      741,570.      MT  (+/- 180 meters Scaled)
 MK1255
 MK1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL580904(NAD 83)
 MK1255
 MK1255                          SUPERSEDED SURVEY CONTROL
 MK1255
 MK1255  NGVD 29 (??/??/92)  416.303  (m)         1365.82   (f) ADJ UNCH    2 0
 MK1255
 MK1255.Superseded values are not recommended for survey control.
 MK1255
 MK1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1255.See file dsdata.pdf to determine how the superseded data were derived.
 MK1255
 MK1255_MARKER: DB = BENCH MARK DISK
 MK1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1255_STAMPING: W 329 1950
 MK1255_MARK LOGO: CGS
 MK1255_PROJECTION: FLUSH
 MK1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1255+STABILITY: SURFACE MOTION
 MK1255
 MK1255  HISTORY     - Date     Condition        Report By
 MK1255  HISTORY     - 1950     MONUMENTED       CGS
 MK1255
 MK1255                          STATION DESCRIPTION
 MK1255
 MK1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1255'2.5 MI W FROM SCHUYLER.
 MK1255'2.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 MK1255'HIGHWAY 30 AND STATE HIGHWAY 15 AT SCHUYLER, AT THE SCHUYLER
 MK1255'AIRPORT, IN THE SOUTHEAST CORNER OF THE AIRPORT, 0.25 MILE SOUTH
 MK1255'OF THE SOUTH HANGAR, 18.0 FEET NORTH OF THE CENTER OF A WIRE
 MK1255'GATE, 1.0 FOOT WEST OF A FENCE, 1.3 FEET NORTH OF A REFERENCE
 MK1255'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1255'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0916 ***********************************************************************
 MK0916  DESIGNATION -  W 330
 MK0916  PID         -  MK0916
 MK0916  STATE/COUNTY-  NE/SAUNDERS
 MK0916  COUNTRY     -  US
 MK0916  USGS QUAD   -  MALMO NW (2017)
 MK0916
 MK0916                         *CURRENT SURVEY CONTROL
 MK0916  ______________________________________________________________________
 MK0916* NAD 83(1986) POSITION- 41 24 28.     (N) 096 41 29.     (W)   SCALED
 MK0916* NAVD 88 ORTHO HEIGHT -   406.765 (meters)     1334.53  (feet) ADJUSTED
 MK0916  ______________________________________________________________________
 MK0916  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 MK0916  DYNAMIC HEIGHT  -        406.585 (meters)     1333.94  (feet) COMP
 MK0916  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 MK0916
 MK0916  VERT ORDER      -  SECOND    CLASS 0
 MK0916
 MK0916.The horizontal coordinates were scaled from a map and have
 MK0916.an estimated accuracy of +/- 6 seconds.
 MK0916
 MK0916.The orthometric height was determined by differential leveling and
 MK0916.adjusted by the NATIONAL GEODETIC SURVEY
 MK0916.in June 1991.
 MK0916
 MK0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0916.GEOID18 height accuracy estimate available here.
 MK0916
 MK0916.Click photographs - Photos may exist for this station.
 MK0916
 MK0916.The dynamic height is computed by dividing the NAVD 88
 MK0916.geopotential number by the normal gravity value computed on the
 MK0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0916.degrees latitude (g = 980.6199 gals.).
 MK0916
 MK0916.The modeled gravity was interpolated from observed gravity values.
 MK0916
 MK0916;                    North         East    Units  Estimated Accuracy
 MK0916;SPC NE       -   180,090.      776,490.      MT  (+/- 180 meters Scaled)
 MK0916
 MK0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL929865(NAD 83)
 MK0916
 MK0916                          SUPERSEDED SURVEY CONTROL
 MK0916
 MK0916  NGVD 29 (??/??/92)  406.612  (m)         1334.03   (f) ADJ UNCH    2 0
 MK0916
 MK0916.Superseded values are not recommended for survey control.
 MK0916
 MK0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0916.See file dsdata.pdf to determine how the superseded data were derived.
 MK0916
 MK0916_MARKER: DB = BENCH MARK DISK
 MK0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0916_STAMPING: W 330 1950
 MK0916_MARK LOGO: CGS
 MK0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0916+STABILITY: SURFACE MOTION
 MK0916
 MK0916  HISTORY     - Date     Condition        Report By
 MK0916  HISTORY     - 1950     MONUMENTED       CGS
 MK0916
 MK0916                          STATION DESCRIPTION
 MK0916
 MK0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0916'5 MI SE FROM MORSE BLUFF.
 MK0916'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0916'MORSE BLUFF, THENCE 1.35 MILES SOUTH ALONG A GRAVELED ROAD,
 MK0916'THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD, AT THE FARM HOME
 MK0916'OF L. KONECKY, 114 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE,
 MK0916'77 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET WEST OF
 MK0916'THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.2 FEET EAST OF A FENCE,
 MK0916'1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0916'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK0916'0.9 MILE WEST OF BENCH MARK X 330.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0953 ***********************************************************************
 MK0953  DESIGNATION -  W 331
 MK0953  PID         -  MK0953
 MK0953  STATE/COUNTY-  NE/SAUNDERS
 MK0953  COUNTRY     -  US
 MK0953  USGS QUAD   -  FREMONT WEST (2017)
 MK0953
 MK0953                         *CURRENT SURVEY CONTROL
 MK0953  ______________________________________________________________________
 MK0953* NAD 83(1986) POSITION- 41 25 20.     (N) 096 36 49.     (W)   SCALED
 MK0953* NAVD 88 ORTHO HEIGHT -   397.392 (meters)     1303.78  (feet) ADJUSTED
 MK0953  ______________________________________________________________________
 MK0953  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 MK0953  DYNAMIC HEIGHT  -        397.213 (meters)     1303.19  (feet) COMP
 MK0953  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 MK0953
 MK0953  VERT ORDER      -  SECOND    CLASS 0
 MK0953
 MK0953.The horizontal coordinates were scaled from a map and have
 MK0953.an estimated accuracy of +/- 6 seconds.
 MK0953
 MK0953.The orthometric height was determined by differential leveling and
 MK0953.adjusted by the NATIONAL GEODETIC SURVEY
 MK0953.in June 1991.
 MK0953
 MK0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0953.GEOID18 height accuracy estimate available here.
 MK0953
 MK0953.Click photographs - Photos may exist for this station.
 MK0953
 MK0953.The dynamic height is computed by dividing the NAVD 88
 MK0953.geopotential number by the normal gravity value computed on the
 MK0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0953.degrees latitude (g = 980.6199 gals.).
 MK0953
 MK0953.The modeled gravity was interpolated from observed gravity values.
 MK0953
 MK0953;                    North         East    Units  Estimated Accuracy
 MK0953;SPC NE       -   181,950.      782,920.      MT  (+/- 180 meters Scaled)
 MK0953
 MK0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994883(NAD 83)
 MK0953
 MK0953                          SUPERSEDED SURVEY CONTROL
 MK0953
 MK0953  NGVD 29 (??/??/92)  397.241  (m)         1303.28   (f) ADJ UNCH    2 0
 MK0953
 MK0953.Superseded values are not recommended for survey control.
 MK0953
 MK0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0953.See file dsdata.pdf to determine how the superseded data were derived.
 MK0953
 MK0953_MARKER: DB = BENCH MARK DISK
 MK0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0953_STAMPING: W 331 1950
 MK0953_MARK LOGO: CGS
 MK0953_PROJECTION: FLUSH
 MK0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0953+STABILITY: SURFACE MOTION
 MK0953
 MK0953  HISTORY     - Date     Condition        Report By
 MK0953  HISTORY     - 1950     MONUMENTED       CGS
 MK0953  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0953
 MK0953                          STATION DESCRIPTION
 MK0953
 MK0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0953'1.8 MI N FROM CEDAR BLUFFS.
 MK0953'1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0953'FROM THE STATION AT CEDAR BLUFFS, AT A WOODEN OVERPASS, 165
 MK0953'FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH,
 MK0953'78 FEET WEST OF THE WEST RAIL, 39 FEET SOUTHWEST OF THE SOUTHWEST
 MK0953'CORNER OF THE OVERPASS, 35 FEET SOUTH OF THE CENTER LINE OF AN
 MK0953'EAST AND WEST GRAVELED ROAD, 1.4 FEET NORTH OF A FENCE, 1 FOOT
 MK0953'NORTHWEST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST, 20
 MK0953'FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 MK0953'POST WHICH IS FLUSH WITH THE GROUND.
 MK0953
 MK0953                          STATION RECOVERY (1968)
 MK0953
 MK0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0953'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1538 ***********************************************************************
 MK1538  DESIGNATION -  W 333
 MK1538  PID         -  MK1538
 MK1538  STATE/COUNTY-  NE/HAMILTON
 MK1538  COUNTRY     -  US
 MK1538  USGS QUAD   -  CENTRAL CITY EAST (2017)
 MK1538
 MK1538                         *CURRENT SURVEY CONTROL
 MK1538  ______________________________________________________________________
 MK1538* NAD 83(1986) POSITION- 41 00 11.     (N) 097 59 51.     (W)   SCALED
 MK1538* NAVD 88 ORTHO HEIGHT -   553.490 (meters)     1815.91  (feet) ADJUSTED
 MK1538  ______________________________________________________________________
 MK1538  GEOID HEIGHT    -        -25.467 (meters)                     GEOID18
 MK1538  DYNAMIC HEIGHT  -        553.202 (meters)     1814.96  (feet) COMP
 MK1538  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 MK1538
 MK1538  VERT ORDER      -  SECOND    CLASS 0
 MK1538
 MK1538.The horizontal coordinates were scaled from a map and have
 MK1538.an estimated accuracy of +/- 6 seconds.
 MK1538
 MK1538.The orthometric height was determined by differential leveling and
 MK1538.adjusted by the NATIONAL GEODETIC SURVEY
 MK1538.in June 1991.
 MK1538
 MK1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1538.GEOID18 height accuracy estimate available here.
 MK1538
 MK1538.Click photographs - Photos may exist for this station.
 MK1538
 MK1538.The dynamic height is computed by dividing the NAVD 88
 MK1538.geopotential number by the normal gravity value computed on the
 MK1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1538.degrees latitude (g = 980.6199 gals.).
 MK1538
 MK1538.The modeled gravity was interpolated from observed gravity values.
 MK1538
 MK1538;                    North         East    Units  Estimated Accuracy
 MK1538;SPC NE       -   131,820.      668,410.      MT  (+/- 180 meters Scaled)
 MK1538
 MK1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL843395(NAD 83)
 MK1538
 MK1538                          SUPERSEDED SURVEY CONTROL
 MK1538
 MK1538  NGVD 29 (??/??/92)  553.258  (m)         1815.15   (f) ADJ UNCH    2 0
 MK1538
 MK1538.Superseded values are not recommended for survey control.
 MK1538
 MK1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1538.See file dsdata.pdf to determine how the superseded data were derived.
 MK1538
 MK1538_MARKER: DB = BENCH MARK DISK
 MK1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1538_STAMPING: W 333 1950
 MK1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1538+STABILITY: SURFACE MOTION
 MK1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1538+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 MK1538
 MK1538  HISTORY     - Date     Condition        Report By
 MK1538  HISTORY     - 1950     MONUMENTED       CGS
 MK1538  HISTORY     - 20070606 GOOD             NEDR
 MK1538
 MK1538                          STATION DESCRIPTION
 MK1538
 MK1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1538'0.7 MI E FROM MARQUETTE.
 MK1538'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1538'AT A ROAD INTERSECTION, 112 FEET EAST OF THE CENTER LINE OF STATE
 MK1538'HIGHWAY 14, 46 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 MK1538'ROAD, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE K.M.
 MK1538'JOHNSON OIL COMPANY FILLING STATION, 5.5 FEET WEST OF A POWER
 MK1538'POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1538'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1538
 MK1538                          STATION RECOVERY (2007)
 MK1538
 MK1538'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (RS)
 MK1538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0154 ***********************************************************************
 LH0154  DESIGNATION -  W 334
 LH0154  PID         -  LH0154
 LH0154  STATE/COUNTY-  NE/HAMILTON
 LH0154  COUNTRY     -  US
 LH0154  USGS QUAD   -  PHILLIPS (2017)
 LH0154
 LH0154                         *CURRENT SURVEY CONTROL
 LH0154  ______________________________________________________________________
 LH0154* NAD 83(1986) POSITION- 40 54 56.     (N) 098 07 46.     (W)   SCALED
 LH0154* NAVD 88 ORTHO HEIGHT -   562.234 (meters)     1844.60  (feet) ADJUSTED
 LH0154  ______________________________________________________________________
 LH0154  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 LH0154  DYNAMIC HEIGHT  -        561.942 (meters)     1843.64  (feet) COMP
 LH0154  MODELED GRAVITY -    980,085.6   (mgal)                       NAVD 88
 LH0154
 LH0154  VERT ORDER      -  SECOND    CLASS 0
 LH0154
 LH0154.The horizontal coordinates were scaled from a map and have
 LH0154.an estimated accuracy of +/- 6 seconds.
 LH0154
 LH0154.The orthometric height was determined by differential leveling and
 LH0154.adjusted by the NATIONAL GEODETIC SURVEY
 LH0154.in June 1991.
 LH0154
 LH0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0154.GEOID18 height accuracy estimate available here.
 LH0154
 LH0154.Click photographs - Photos may exist for this station.
 LH0154
 LH0154.The dynamic height is computed by dividing the NAVD 88
 LH0154.geopotential number by the normal gravity value computed on the
 LH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0154.degrees latitude (g = 980.6199 gals.).
 LH0154
 LH0154.The modeled gravity was interpolated from observed gravity values.
 LH0154
 LH0154;                    North         East    Units  Estimated Accuracy
 LH0154;SPC NE       -   121,860.      657,520.      MT  (+/- 180 meters Scaled)
 LH0154
 LH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL733297(NAD 83)
 LH0154
 LH0154                          SUPERSEDED SURVEY CONTROL
 LH0154
 LH0154  NGVD 29 (??/??/92)  561.998  (m)         1843.82   (f) ADJ UNCH    2 0
 LH0154
 LH0154.Superseded values are not recommended for survey control.
 LH0154
 LH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0154.See file dsdata.pdf to determine how the superseded data were derived.
 LH0154
 LH0154_MARKER: DB = BENCH MARK DISK
 LH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0154_STAMPING: W 334 1950
 LH0154_MARK LOGO: CGS
 LH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0154+STABILITY: SURFACE MOTION
 LH0154
 LH0154  HISTORY     - Date     Condition        Report By
 LH0154  HISTORY     - 1950     MONUMENTED       CGS
 LH0154
 LH0154                          STATION DESCRIPTION
 LH0154
 LH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0154'6.5 MI NE FROM PHILLIPS.
 LH0154'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0154'FROM THE STATION AT PHILLIPS, THENCE 2.1 MILES NORTH ALONG A
 LH0154'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, AT A
 LH0154'ROAD INTERSECTION, 90 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0154'AND SOUTH DIRT ROAD, 37 FEET NORTH OF THE CENTER LINE OF AN EAST
 LH0154'AND WEST DIRT ROAD, 85 FEET NORTHEAST OF A POWER POLE, 10 FEET
 LH0154'SOUTHWEST OF A RUSSIAN OLIVE TREE WHICH IS IN AN EAST AND WEST
 LH0154'ROW OF OLIVE TREES ALONG THE NORTH SIDE OF THE EAST AND WEST
 LH0154'ROAD, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0154'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0113 ***********************************************************************
 LH0113  DESIGNATION -  W 336
 LH0113  PID         -  LH0113
 LH0113  STATE/COUNTY-  NE/HAMILTON
 LH0113  COUNTRY     -  US
 LH0113  USGS QUAD   -  DONIPHAN (2017)
 LH0113
 LH0113                         *CURRENT SURVEY CONTROL
 LH0113  ______________________________________________________________________
 LH0113* NAD 83(1986) POSITION- 40 46 15.     (N) 098 16 23.     (W)   SCALED
 LH0113* NAVD 88 ORTHO HEIGHT -   574.466 (meters)     1884.73  (feet) ADJUSTED
 LH0113  ______________________________________________________________________
 LH0113  GEOID HEIGHT    -        -25.254 (meters)                     GEOID18
 LH0113  DYNAMIC HEIGHT  -        574.157 (meters)     1883.71  (feet) COMP
 LH0113  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 LH0113
 LH0113  VERT ORDER      -  SECOND    CLASS 0
 LH0113
 LH0113.The horizontal coordinates were scaled from a map and have
 LH0113.an estimated accuracy of +/- 6 seconds.
 LH0113
 LH0113.The orthometric height was determined by differential leveling and
 LH0113.adjusted by the NATIONAL GEODETIC SURVEY
 LH0113.in June 1991.
 LH0113
 LH0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0113.GEOID18 height accuracy estimate available here.
 LH0113
 LH0113.Click photographs - Photos may exist for this station.
 LH0113
 LH0113.The dynamic height is computed by dividing the NAVD 88
 LH0113.geopotential number by the normal gravity value computed on the
 LH0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0113.degrees latitude (g = 980.6199 gals.).
 LH0113
 LH0113.The modeled gravity was interpolated from observed gravity values.
 LH0113
 LH0113;                    North         East    Units  Estimated Accuracy
 LH0113;SPC NE       -   105,540.      645,750.      MT  (+/- 180 meters Scaled)
 LH0113
 LH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL613135(NAD 83)
 LH0113
 LH0113                          SUPERSEDED SURVEY CONTROL
 LH0113
 LH0113  NGVD 29 (??/??/92)  574.230  (m)         1883.95   (f) ADJ UNCH    2 0
 LH0113
 LH0113.Superseded values are not recommended for survey control.
 LH0113
 LH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0113.See file dsdata.pdf to determine how the superseded data were derived.
 LH0113
 LH0113_MARKER: DB = BENCH MARK DISK
 LH0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0113_STAMPING: W 336 1950
 LH0113_MARK LOGO: CGS
 LH0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0113+STABILITY: SURFACE MOTION
 LH0113
 LH0113  HISTORY     - Date     Condition        Report By
 LH0113  HISTORY     - 1950     MONUMENTED       CGS
 LH0113  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0113
 LH0113                          STATION DESCRIPTION
 LH0113
 LH0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0113'5 MI E FROM DONIPHAN.
 LH0113'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0113'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 3.5 MILES EAST
 LH0113'ALONG A GRAVELED ROAD, 0.2 MILE EAST OF A FARMHOUSE WHICH IS ON
 LH0113'THE NORTH SIDE OF THE ROAD, 56 FEET WEST OF A T FENCE CORNER,
 LH0113'34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF
 LH0113'A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0113'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK
 LH0113'IS 0.5 MILE EAST OF THE HALL-HAMILTON COUNTY LINE.
 LH0113
 LH0113                          STATION RECOVERY (1962)
 LH0113
 LH0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0622 ***********************************************************************
 ML0622  DESIGNATION -  W 337
 ML0622  PID         -  ML0622
 ML0622  STATE/COUNTY-  NE/VALLEY
 ML0622  COUNTRY     -  US
 ML0622  USGS QUAD   -  ELYRIA (2017)
 ML0622
 ML0622                         *CURRENT SURVEY CONTROL
 ML0622  ______________________________________________________________________
 ML0622* NAD 83(1986) POSITION- 41 41 24.     (N) 099 01 04.     (W)   SCALED
 ML0622* NAVD 88 ORTHO HEIGHT -   636.571 (meters)     2088.48  (feet) ADJUSTED
 ML0622  ______________________________________________________________________
 ML0622  GEOID HEIGHT    -        -23.803 (meters)                     GEOID18
 ML0622  DYNAMIC HEIGHT  -        636.258 (meters)     2087.46  (feet) COMP
 ML0622  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 ML0622
 ML0622  VERT ORDER      -  SECOND    CLASS 0
 ML0622
 ML0622.The horizontal coordinates were scaled from a map and have
 ML0622.an estimated accuracy of +/- 6 seconds.
 ML0622
 ML0622.The orthometric height was determined by differential leveling and
 ML0622.adjusted by the NATIONAL GEODETIC SURVEY
 ML0622.in June 1991.
 ML0622
 ML0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0622.GEOID18 height accuracy estimate available here.
 ML0622
 ML0622.Click photographs - Photos may exist for this station.
 ML0622
 ML0622.The dynamic height is computed by dividing the NAVD 88
 ML0622.geopotential number by the normal gravity value computed on the
 ML0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0622.degrees latitude (g = 980.6199 gals.).
 ML0622
 ML0622.The modeled gravity was interpolated from observed gravity values.
 ML0622
 ML0622;                    North         East    Units  Estimated Accuracy
 ML0622;SPC NE       -   206,600.      581,740.      MT  (+/- 180 meters Scaled)
 ML0622
 ML0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM985153(NAD 83)
 ML0622
 ML0622                          SUPERSEDED SURVEY CONTROL
 ML0622
 ML0622  NGVD 29 (??/??/92)  636.310  (m)         2087.63   (f) ADJ UNCH    2 0
 ML0622
 ML0622.Superseded values are not recommended for survey control.
 ML0622
 ML0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0622.See file dsdata.pdf to determine how the superseded data were derived.
 ML0622
 ML0622_MARKER: DB = BENCH MARK DISK
 ML0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0622_SP_SET: CULVERT HEADWALL
 ML0622_STAMPING: W 337 1950
 ML0622_MARK LOGO: CGS
 ML0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0622+STABILITY: SURFACE MOTION
 ML0622
 ML0622  HISTORY     - Date     Condition        Report By
 ML0622  HISTORY     - 1950     MONUMENTED       CGS
 ML0622  HISTORY     - 1985     GOOD             NEDR
 ML0622  HISTORY     - 1985     GOOD             NGS
 ML0622
 ML0622                          STATION DESCRIPTION
 ML0622
 ML0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0622'1 MI NW FROM ELYRIA.
 ML0622'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0622'AT ELYRIA, 0.4 MILE NORTHWEST OF A CONCRETE BRIDGE, AT A
 ML0622'JUNCTION WITH A GRAVELED ROAD LEADING WEST, 39 FEET SOUTHWEST
 ML0622'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER
 ML0622'LINE OF THE GRAVELED ROAD, 12 FEET NORTHWEST OF A FENCE CORNER,
 ML0622'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE CENTER OF THE
 ML0622'TOP OF THE SOUTH HEADWALL OF A 5.5-FOOT CONCRTE CULVERT
 ML0622'UNDER THE GRAVELED ROAD.
 ML0622
 ML0622                          STATION RECOVERY (1985)
 ML0622
 ML0622'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0622'RECOVERED IN GOOD CONDITION.
 ML0622
 ML0622                          STATION RECOVERY (1985)
 ML0622
 ML0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0442 ***********************************************************************
 NP0442  DESIGNATION -  W 340
 NP0442  PID         -  NP0442
 NP0442  STATE/COUNTY-  NE/SIOUX
 NP0442  COUNTRY     -  US
 NP0442  USGS QUAD   -  KYLE CREEK (2017)
 NP0442
 NP0442                         *CURRENT SURVEY CONTROL
 NP0442  ______________________________________________________________________
 NP0442* NAD 83(1986) POSITION- 42 37 03.     (N) 103 39 09.     (W)   SCALED
 NP0442* NAVD 88 ORTHO HEIGHT -  1286.770 (meters)     4221.68  (feet) ADJUSTED
 NP0442  ______________________________________________________________________
 NP0442  GEOID HEIGHT    -        -16.960 (meters)                     GEOID18
 NP0442  DYNAMIC HEIGHT  -       1286.037 (meters)     4219.27  (feet) COMP
 NP0442  MODELED GRAVITY -    980,007.0   (mgal)                       NAVD 88
 NP0442
 NP0442  VERT ORDER      -  FIRST     CLASS II
 NP0442
 NP0442.The horizontal coordinates were scaled from a map and have
 NP0442.an estimated accuracy of +/- 6 seconds.
 NP0442
 NP0442.The orthometric height was determined by differential leveling and
 NP0442.adjusted by the NATIONAL GEODETIC SURVEY
 NP0442.in June 1991.
 NP0442
 NP0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0442.GEOID18 height accuracy estimate available here.
 NP0442
 NP0442.Click photographs - Photos may exist for this station.
 NP0442
 NP0442.The dynamic height is computed by dividing the NAVD 88
 NP0442.geopotential number by the normal gravity value computed on the
 NP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0442.degrees latitude (g = 980.6199 gals.).
 NP0442
 NP0442.The modeled gravity was interpolated from observed gravity values.
 NP0442
 NP0442;                    North         East    Units  Estimated Accuracy
 NP0442;SPC NE       -   315,460.      200,470.      MT  (+/- 180 meters Scaled)
 NP0442
 NP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH105192(NAD 83)
 NP0442
 NP0442                          SUPERSEDED SURVEY CONTROL
 NP0442
 NP0442  NGVD 29 (??/??/92) 1286.129  (m)         4219.57   (f) ADJ UNCH    1 2
 NP0442
 NP0442.Superseded values are not recommended for survey control.
 NP0442
 NP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0442.See file dsdata.pdf to determine how the superseded data were derived.
 NP0442
 NP0442_MARKER: DB = BENCH MARK DISK
 NP0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0442_SP_SET: PIER
 NP0442_STAMPING: W 340 1954
 NP0442_MARK LOGO: CGS
 NP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0442
 NP0442  HISTORY     - Date     Condition        Report By
 NP0442  HISTORY     - 1954     MONUMENTED       CGS
 NP0442
 NP0442                          STATION DESCRIPTION
 NP0442
 NP0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0442'13.5 MI SE FROM HARRISON.
 NP0442'13.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0442'FROM THE STATION AT HARRISON, 3 1/2 POLES EAST OF MILEPOST 447,
 NP0442'10 FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE TOP OF THE
 NP0442'RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE PIER
 NP0442'OF A STEEL GIRDER BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0346 ***********************************************************************
 NP0346  DESIGNATION -  W 342
 NP0346  PID         -  NP0346
 NP0346  STATE/COUNTY-  NE/BOX BUTTE
 NP0346  COUNTRY     -  US
 NP0346  USGS QUAD   -  HEMINGFORD (2017)
 NP0346
 NP0346                         *CURRENT SURVEY CONTROL
 NP0346  ______________________________________________________________________
 NP0346* NAD 83(1986) POSITION- 42 20 30.     (N) 103 06 52.     (W)   SCALED
 NP0346* NAVD 88 ORTHO HEIGHT -  1316.788 (meters)     4320.16  (feet) ADJUSTED
 NP0346  ______________________________________________________________________
 NP0346  GEOID HEIGHT    -        -18.229 (meters)                     GEOID18
 NP0346  DYNAMIC HEIGHT  -       1316.013 (meters)     4317.62  (feet) COMP
 NP0346  MODELED GRAVITY -    979,986.6   (mgal)                       NAVD 88
 NP0346
 NP0346  VERT ORDER      -  FIRST     CLASS II
 NP0346
 NP0346.The horizontal coordinates were scaled from a map and have
 NP0346.an estimated accuracy of +/- 6 seconds.
 NP0346
 NP0346.The orthometric height was determined by differential leveling and
 NP0346.adjusted by the NATIONAL GEODETIC SURVEY
 NP0346.in June 1991.
 NP0346
 NP0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0346.GEOID18 height accuracy estimate available here.
 NP0346
 NP0346.Click photographs - Photos may exist for this station.
 NP0346
 NP0346.The dynamic height is computed by dividing the NAVD 88
 NP0346.geopotential number by the normal gravity value computed on the
 NP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0346.degrees latitude (g = 980.6199 gals.).
 NP0346
 NP0346.The modeled gravity was interpolated from observed gravity values.
 NP0346
 NP0346;                    North         East    Units  Estimated Accuracy
 NP0346;SPC NE       -   283,120.      243,470.      MT  (+/- 180 meters Scaled)
 NP0346
 NP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG553894(NAD 83)
 NP0346
 NP0346                          SUPERSEDED SURVEY CONTROL
 NP0346
 NP0346  NGVD 29 (??/??/92) 1316.151  (m)         4318.07   (f) ADJ UNCH    1 2
 NP0346
 NP0346.Superseded values are not recommended for survey control.
 NP0346
 NP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0346.See file dsdata.pdf to determine how the superseded data were derived.
 NP0346
 NP0346_MARKER: DB = BENCH MARK DISK
 NP0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0346_STAMPING: W 342 1956
 NP0346_MARK LOGO: CGS
 NP0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0346+STABILITY: SURFACE MOTION
 NP0346
 NP0346  HISTORY     - Date     Condition        Report By
 NP0346  HISTORY     - 1956     MONUMENTED       CGS
 NP0346  HISTORY     - 1985     GOOD             NGS
 NP0346  HISTORY     - 19940802 GOOD             NEDR
 NP0346
 NP0346                          STATION DESCRIPTION
 NP0346
 NP0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0346'2.4 MI NW FROM HEMINGFORD.
 NP0346'2.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0346'RAILROAD FROM THE STATION AT HEMINGFORD, 6 POLES NORTHWEST OF
 NP0346'A ROAD CROSSING, 4 POLES NORTHWEST OF MILEPOST 387, 52.4 FEET
 NP0346'NORTHEAST OF THE NORTHEAST RAIL, 34.5 FEET NORTH OF A TELEPHONE
 NP0346'POLE, 24 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET SOUTHWEST
 NP0346'OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 NP0346'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 NP0346'IN SECTION 2, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0346
 NP0346                          STATION RECOVERY (1985)
 NP0346
 NP0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0346'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--4.26 KM (2.65 MI) NORTHWEST
 NP0346'ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH STATE
 NP0346'HIGHWAY 2 AND 87 AT HEMINGFORD.
 NP0346'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0346
 NP0346                          STATION RECOVERY (1994)
 NP0346
 NP0346'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (GN)
 NP0346'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED DUE TO CONSTRUCTION.
 NP0346'SEE W 342 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7430 ***********************************************************************
 AA7430  DESIGNATION -  W 342 RESET
 AA7430  PID         -  AA7430
 AA7430  STATE/COUNTY-  NE/BOX BUTTE
 AA7430  COUNTRY     -  US
 AA7430  USGS QUAD   -  HEMINGFORD (2017)
 AA7430
 AA7430                         *CURRENT SURVEY CONTROL
 AA7430  ______________________________________________________________________
 AA7430* NAD 83(1986) POSITION- 42 20 30.     (N) 103 06 52.     (W)   SCALED
 AA7430* NAVD 88 ORTHO HEIGHT -  1316.32  (+/-2cm)     4318.6   (feet) VERTCON
 AA7430  ______________________________________________________________________
 AA7430  GEOID HEIGHT    -        -18.229 (meters)                     GEOID18
 AA7430  VERT ORDER      -  THIRD (See Below)
 AA7430
 AA7430.The horizontal coordinates were scaled from a map and have
 AA7430.an estimated accuracy of +/- 6 seconds.
 AA7430
 AA7430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7430
 AA7430.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7430.GEOID18 height accuracy estimate available here.
 AA7430
 AA7430.The vertical order pertains to the NGVD 29 superseded value.
 AA7430
 AA7430.Click photographs - Photos may exist for this station.
 AA7430
 AA7430;                    North         East    Units  Estimated Accuracy
 AA7430;SPC NE       -   283,120.      243,470.      MT  (+/- 180 meters Scaled)
 AA7430
 AA7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG553894(NAD 83)
 AA7430
 AA7430                          SUPERSEDED SURVEY CONTROL
 AA7430
 AA7430  NGVD 29 (01/31/13) 1315.68   (m)         4316.5    (f) RESET       3  
 AA7430
 AA7430.Superseded values are not recommended for survey control.
 AA7430
 AA7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7430.See file dsdata.pdf to determine how the superseded data were derived.
 AA7430
 AA7430_MARKER: DV = VERTICAL CONTROL DISK
 AA7430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7430_STAMPING: W 342 RESET 1994
 AA7430_MARK LOGO: NGS
 AA7430_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7430+STABILITY: SURFACE MOTION
 AA7430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7430+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7430
 AA7430  HISTORY     - Date     Condition        Report By
 AA7430  HISTORY     - 1994     MONUMENTED       NEDR
 AA7430
 AA7430                          STATION DESCRIPTION
 AA7430
 AA7430'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (GN)
 AA7430'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 2 AND BOX
 AA7430'BUTTE STREET, IN HEMINGFORD, GO WEST ON HIGHWAY 2 FOR 2 MI (3.2 KM) TO
 AA7430'A COUNTY ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD 1.35 MI
 AA7430'(2.17 KM) TO A RAILROAD TRACK.  TURN LEFT AND GO NORTHWEST, ALONG THE
 AA7430'SOUTH SIDE OF THE TRACKS, FOR 0.15 MI (0.24 KM) TO THE MARK ON THE
 AA7430'LEFT, ABOUT 0.1 MI (0.2 KM) NORTHWEST OF MILEPOST 387 AND IN THE
 AA7430'SE1/4, SEC2, T27N, R50W. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7430'CONCRETE MONUMENT THAT PROJECTS 0.6 FT (18.3 CM) ABOVE THE GROUND.  IT
 AA7430'IS 13.455 M (44.144 FT) SOUTH-SOUTHWEST OF THE SOUTHERNMOST RAIL,
 AA7430'5.130 M (16.831 FT) EAST-NORTHEAST OF THE CENTER OF THE TOP OF A
 AA7430'CONCRETE FENCE POST, 4.53 FT (1.38 M) NORTHWEST OF A NAIL IN THE TOP
 AA7430'OF A FENCE POST AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0296 ***********************************************************************
 NP0296  DESIGNATION -  W 343
 NP0296  PID         -  NP0296
 NP0296  STATE/COUNTY-  NE/DAWES
 NP0296  COUNTRY     -  US
 NP0296  USGS QUAD   -  BELMONT (2017)
 NP0296
 NP0296                         *CURRENT SURVEY CONTROL
 NP0296  ______________________________________________________________________
 NP0296* NAD 83(1986) POSITION- 42 34 51.     (N) 103 21 11.     (W)   SCALED
 NP0296* NAVD 88 ORTHO HEIGHT -  1329.370 (meters)     4361.44  (feet) ADJUSTED
 NP0296  ______________________________________________________________________
 NP0296  GEOID HEIGHT    -        -17.761 (meters)                     GEOID18
 NP0296  DYNAMIC HEIGHT  -       1328.596 (meters)     4358.90  (feet) COMP
 NP0296  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 NP0296
 NP0296  VERT ORDER      -  FIRST     CLASS II
 NP0296
 NP0296.The horizontal coordinates were scaled from a map and have
 NP0296.an estimated accuracy of +/- 6 seconds.
 NP0296
 NP0296.The orthometric height was determined by differential leveling and
 NP0296.adjusted by the NATIONAL GEODETIC SURVEY
 NP0296.in June 1991.
 NP0296
 NP0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0296.GEOID18 height accuracy estimate available here.
 NP0296
 NP0296.Click photographs - Photos may exist for this station.
 NP0296
 NP0296.The dynamic height is computed by dividing the NAVD 88
 NP0296.geopotential number by the normal gravity value computed on the
 NP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0296.degrees latitude (g = 980.6199 gals.).
 NP0296
 NP0296.The modeled gravity was interpolated from observed gravity values.
 NP0296
 NP0296;                    North         East    Units  Estimated Accuracy
 NP0296;SPC NE       -   310,400.      224,850.      MT  (+/- 180 meters Scaled)
 NP0296
 NP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH351155(NAD 83)
 NP0296
 NP0296                          SUPERSEDED SURVEY CONTROL
 NP0296
 NP0296  NGVD 29 (??/??/92) 1328.715  (m)         4359.29   (f) ADJ UNCH    1 2
 NP0296
 NP0296.Superseded values are not recommended for survey control.
 NP0296
 NP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0296.See file dsdata.pdf to determine how the superseded data were derived.
 NP0296
 NP0296_MARKER: DB = BENCH MARK DISK
 NP0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0296_STAMPING: W 343 1956
 NP0296_MARK LOGO: CGS
 NP0296_PROJECTION: PROJECTING 15 CENTIMETERS
 NP0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0296+STABILITY: SURFACE MOTION
 NP0296
 NP0296  HISTORY     - Date     Condition        Report By
 NP0296  HISTORY     - 1956     MONUMENTED       CGS
 NP0296  HISTORY     - 1985     GOOD             NGS
 NP0296
 NP0296                          STATION DESCRIPTION
 NP0296
 NP0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0296'10.2 MI S FROM CRAWFORD.
 NP0296'10.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0296'RAILROAD FROM THE STATION AT CRAWFORD, 11 POLES SOUTH OF MILEPOST
 NP0296'413, 51.6 FEET EAST OF THE EAST RAIL, 31.5 FEET SOUTH OF A FENCE
 NP0296'CORNER, 4.3 FEET EAST OF A FENCE, 4.2 FEET NORTH OF A WITNESS
 NP0296'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NP0296'ABOVE THE GROUND, IN SECTION 18, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0296
 NP0296                          STATION RECOVERY (1985)
 NP0296
 NP0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0296'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0296'16.4 KM (10.2 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0296'ITS STATION AT CRAWFORD, 30.79 METERS (101 FT) EAST OF THE EAST RAIL
 NP0296'OF THE EAST SET OF TRACKS, 9.63 METERS (31.6 FT) SOUTH OF A FENCE T
 NP0296'JUNCTION (SLOPE DISTANT) AND 0.91 METER (3 FT) EAST OF A FENCE.
 NP0296'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NP0296'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0162 ***********************************************************************
 MN0162  DESIGNATION -  W 344
 MN0162  PID         -  MN0162
 MN0162  STATE/COUNTY-  NE/MORRILL
 MN0162  COUNTRY     -  US
 MN0162  USGS QUAD   -  ANGORA NE (2017)
 MN0162
 MN0162                         *CURRENT SURVEY CONTROL
 MN0162  ______________________________________________________________________
 MN0162* NAD 83(1986) POSITION- 41 52 34.     (N) 103 06 12.     (W)   SCALED
 MN0162* NAVD 88 ORTHO HEIGHT -  1290.426 (meters)     4233.67  (feet) ADJUSTED
 MN0162  ______________________________________________________________________
 MN0162  GEOID HEIGHT    -        -19.140 (meters)                     GEOID18
 MN0162  DYNAMIC HEIGHT  -       1289.599 (meters)     4230.96  (feet) COMP
 MN0162  MODELED GRAVITY -    979,936.9   (mgal)                       NAVD 88
 MN0162
 MN0162  VERT ORDER      -  FIRST     CLASS II
 MN0162
 MN0162.The horizontal coordinates were scaled from a map and have
 MN0162.an estimated accuracy of +/- 6 seconds.
 MN0162
 MN0162.The orthometric height was determined by differential leveling and
 MN0162.adjusted by the NATIONAL GEODETIC SURVEY
 MN0162.in June 1991.
 MN0162
 MN0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0162.GEOID18 height accuracy estimate available here.
 MN0162
 MN0162.Click photographs - Photos may exist for this station.
 MN0162
 MN0162.The dynamic height is computed by dividing the NAVD 88
 MN0162.geopotential number by the normal gravity value computed on the
 MN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0162.degrees latitude (g = 980.6199 gals.).
 MN0162
 MN0162.The modeled gravity was interpolated from observed gravity values.
 MN0162
 MN0162;                    North         East    Units  Estimated Accuracy
 MN0162;SPC NE       -   231,420.      242,530.      MT  (+/- 180 meters Scaled)
 MN0162
 MN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573377(NAD 83)
 MN0162
 MN0162                          SUPERSEDED SURVEY CONTROL
 MN0162
 MN0162  NGVD 29 (??/??/92) 1289.793  (m)         4231.60   (f) ADJ UNCH    1 2
 MN0162
 MN0162.Superseded values are not recommended for survey control.
 MN0162
 MN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0162.See file dsdata.pdf to determine how the superseded data were derived.
 MN0162
 MN0162_MARKER: DB = BENCH MARK DISK
 MN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0162_STAMPING: W 344 1956
 MN0162_MARK LOGO: CGS
 MN0162_PROJECTION: PROJECTING 15 CENTIMETERS
 MN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0162+STABILITY: SURFACE MOTION
 MN0162
 MN0162  HISTORY     - Date     Condition        Report By
 MN0162  HISTORY     - 1956     MONUMENTED       CGS
 MN0162  HISTORY     - 1985     GOOD             NGS
 MN0162
 MN0162                          STATION DESCRIPTION
 MN0162
 MN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0162'2.1 MI NE FROM ANGORA.
 MN0162'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0162'RAILROAD FROM THE STATION AT ANGORA, 37 FEET NORTHWEST OF THE
 MN0162'NORTHWEST RAIL, 5.6 FEET NORTHWEST OF THE 11TH POLE NORTHEAST
 MN0162'OF MILEPOST 20, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 MN0162'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 MN0162'IN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 22 NORTH, RANGE
 MN0162'50 WEST.
 MN0162
 MN0162                          STATION RECOVERY (1985)
 MN0162
 MN0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0162'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.1
 MN0162'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0162'3.22 KM (2.0 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0162'11.28 METERS (37 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 MN0162'TRACKS, 44.8 METERS (145 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385
 MN0162'AND 21.6 METERS (71 FT) SOUTHEAST OF THE 4TH POWER POLE NORTHEAST OF
 MN0162'MILEPOLE 20.
 MN0162'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 MN0162'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1711 ***********************************************************************
 MK1711  DESIGNATION -  W 345
 MK1711  PID         -  MK1711
 MK1711  STATE/COUNTY-  NE/PLATTE
 MK1711  COUNTRY     -  US
 MK1711  USGS QUAD   -  LINDSAY SW (2017)
 MK1711
 MK1711                         *CURRENT SURVEY CONTROL
 MK1711  ______________________________________________________________________
 MK1711* NAD 83(1986) POSITION- 41 35 54.     (N) 097 38 17.     (W)   SCALED
 MK1711* NAVD 88 ORTHO HEIGHT -   510.953 (meters)     1676.35  (feet) ADJUSTED
 MK1711  ______________________________________________________________________
 MK1711  GEOID HEIGHT    -        -24.860 (meters)                     GEOID18
 MK1711  DYNAMIC HEIGHT  -        510.728 (meters)     1675.61  (feet) COMP
 MK1711  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 MK1711
 MK1711  VERT ORDER      -  SECOND    CLASS 0
 MK1711
 MK1711.The horizontal coordinates were scaled from a map and have
 MK1711.an estimated accuracy of +/- 6 seconds.
 MK1711
 MK1711.The orthometric height was determined by differential leveling and
 MK1711.adjusted by the NATIONAL GEODETIC SURVEY
 MK1711.in June 1991.
 MK1711
 MK1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1711.GEOID18 height accuracy estimate available here.
 MK1711
 MK1711.Click photographs - Photos may exist for this station.
 MK1711
 MK1711.The dynamic height is computed by dividing the NAVD 88
 MK1711.geopotential number by the normal gravity value computed on the
 MK1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1711.degrees latitude (g = 980.6199 gals.).
 MK1711
 MK1711.The modeled gravity was interpolated from observed gravity values.
 MK1711
 MK1711;                    North         East    Units  Estimated Accuracy
 MK1711;SPC NE       -   198,650.      696,820.      MT  (+/- 180 meters Scaled)
 MK1711
 MK1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM135060(NAD 83)
 MK1711
 MK1711                          SUPERSEDED SURVEY CONTROL
 MK1711
 MK1711  NGVD 29 (??/??/92)  510.756  (m)         1675.71   (f) ADJ UNCH    2 0
 MK1711
 MK1711.Superseded values are not recommended for survey control.
 MK1711
 MK1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1711.See file dsdata.pdf to determine how the superseded data were derived.
 MK1711
 MK1711_MARKER: DB = BENCH MARK DISK
 MK1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1711_STAMPING: W 345 1957
 MK1711_MARK LOGO: CGS
 MK1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1711+STABILITY: SURFACE MOTION
 MK1711
 MK1711  HISTORY     - Date     Condition        Report By
 MK1711  HISTORY     - 1957     MONUMENTED       CGS
 MK1711  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1711
 MK1711                          STATION DESCRIPTION
 MK1711
 MK1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1711'9.4 MI SE FROM LINDSAY.
 MK1711'ABOUT 1.1 MILES SOUTHEAST ALONG THE STATE HIGHWAY 91 FROM THE
 MK1711'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1711'SOUTHEAST ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH, THENCE
 MK1711'1.3 MILES EAST ALONG A WINDING ROAD, THENCE 4.0 MILES SOUTH, IN
 MK1711'SECTION 23, T. 19 N., R. 3 W., 43 FEET EAST OF THE CENTER LINE
 MK1711'OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTER LINE OF
 MK1711'THE EAST-WEST ROAD, 49 FEET NORTHEAST OF THE CENTER OF THE
 MK1711'INTERSECTION, 14 FEET SOUTH OF A POWER POLE WITH GUY WIRE,
 MK1711'2 1/2 FEET NORTHEAST OF LOWER END OF GUY WIRE, 1 1/2 FEET WEST
 MK1711'OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE EAST-WEST ROAD,
 MK1711'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 MK1711'THIS MARK MAY BE REACHED FROM THE UNION PACIFIC RAILROAD STATION
 MK1711'AT PLATTE CENTER BY GOING 0.2 MILE NORTH ALONG THE TRACK,
 MK1711'THENCE 3.6 MILES WEST ALONG A ROAD, THENCE 2.7 MILES NORTHWEST,
 MK1711'THENCE 2.0 MILES NORTH, THENCE 3.0 MILES WEST ALONG ROADS.
 MK1711
 MK1711                          STATION RECOVERY (1989)
 MK1711
 MK1711'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0149 ***********************************************************************
 NO0149  DESIGNATION -  W 346
 NO0149  PID         -  NO0149
 NO0149  STATE/COUNTY-  NE/CHERRY
 NO0149  COUNTRY     -  US
 NO0149  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0149
 NO0149                         *CURRENT SURVEY CONTROL
 NO0149  ______________________________________________________________________
 NO0149* NAD 83(1986) POSITION- 42 55 34.     (N) 100 50 58.     (W)   SCALED
 NO0149* NAVD 88 ORTHO HEIGHT -   864.525 (meters)     2836.36  (feet) ADJUSTED
 NO0149  ______________________________________________________________________
 NO0149  GEOID HEIGHT    -        -21.231 (meters)                     GEOID18
 NO0149  DYNAMIC HEIGHT  -        864.177 (meters)     2835.22  (feet) COMP
 NO0149  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 NO0149
 NO0149  VERT ORDER      -  FIRST     CLASS II
 NO0149
 NO0149.The horizontal coordinates were scaled from a map and have
 NO0149.an estimated accuracy of +/- 6 seconds.
 NO0149
 NO0149.The orthometric height was determined by differential leveling and
 NO0149.adjusted by the NATIONAL GEODETIC SURVEY
 NO0149.in June 1991.
 NO0149
 NO0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0149.GEOID18 height accuracy estimate available here.
 NO0149
 NO0149.Click photographs - Photos may exist for this station.
 NO0149
 NO0149.The dynamic height is computed by dividing the NAVD 88
 NO0149.geopotential number by the normal gravity value computed on the
 NO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0149.degrees latitude (g = 980.6199 gals.).
 NO0149
 NO0149.The modeled gravity was interpolated from observed gravity values.
 NO0149
 NO0149;                    North         East    Units  Estimated Accuracy
 NO0149;SPC NE       -   343,750.      430,660.      MT  (+/- 180 meters Scaled)
 NO0149
 NO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN490542(NAD 83)
 NO0149
 NO0149                          SUPERSEDED SURVEY CONTROL
 NO0149
 NO0149  NGVD 29 (??/??/92)  864.206  (m)         2835.32   (f) ADJ UNCH    1 2
 NO0149
 NO0149.Superseded values are not recommended for survey control.
 NO0149
 NO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0149.See file dsdata.pdf to determine how the superseded data were derived.
 NO0149
 NO0149_MARKER: DB = BENCH MARK DISK
 NO0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0149_STAMPING: W 346 1957
 NO0149_MARK LOGO: CGS
 NO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0149+STABILITY: SURFACE MOTION
 NO0149
 NO0149  HISTORY     - Date     Condition        Report By
 NO0149  HISTORY     - 1957     MONUMENTED       CGS
 NO0149
 NO0149                          STATION DESCRIPTION
 NO0149
 NO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0149'5.4 MI W FROM CROOKSTON.
 NO0149'ABOUT 5.35 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0149'FROM THE STATION AT CROOKSTON, 5.65 MILES EAST OF THE STATION AT
 NO0149'KILGORE, IN SECTION 16, T. 34 N., R. 30 W., 52 FEET EAST OF THE
 NO0149'THIRD POLE WEST OF MILEPOST 286, 42 FEET SOUTH OF THE SOUTH RAIL,
 NO0149'43 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 1/2 FEET
 NO0149'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET ABOVE THE
 NO0149'LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0149'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0264 ***********************************************************************
 NP0264  DESIGNATION -  W 347
 NP0264  PID         -  NP0264
 NP0264  STATE/COUNTY-  NE/DAWES
 NP0264  COUNTRY     -  US
 NP0264  USGS QUAD   -  CROW BUTTE (2017)
 NP0264
 NP0264                         *CURRENT SURVEY CONTROL
 NP0264  ______________________________________________________________________
 NP0264* NAD 83(1986) POSITION- 42 44 16.     (N) 103 20 17.     (W)   SCALED
 NP0264* NAVD 88 ORTHO HEIGHT -  1071.012 (meters)     3513.81  (feet) ADJUSTED
 NP0264  ______________________________________________________________________
 NP0264  GEOID HEIGHT    -        -17.675 (meters)                     GEOID18
 NP0264  DYNAMIC HEIGHT  -       1070.450 (meters)     3511.97  (feet) COMP
 NP0264  MODELED GRAVITY -    980,060.2   (mgal)                       NAVD 88
 NP0264
 NP0264  VERT ORDER      -  FIRST     CLASS II
 NP0264
 NP0264.The horizontal coordinates were scaled from a map and have
 NP0264.an estimated accuracy of +/- 6 seconds.
 NP0264
 NP0264.The orthometric height was determined by differential leveling and
 NP0264.adjusted by the NATIONAL GEODETIC SURVEY
 NP0264.in June 1991.
 NP0264
 NP0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0264.GEOID18 height accuracy estimate available here.
 NP0264
 NP0264.Click photographs - Photos may exist for this station.
 NP0264
 NP0264.The dynamic height is computed by dividing the NAVD 88
 NP0264.geopotential number by the normal gravity value computed on the
 NP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0264.degrees latitude (g = 980.6199 gals.).
 NP0264
 NP0264.The modeled gravity was interpolated from observed gravity values.
 NP0264
 NP0264;                    North         East    Units  Estimated Accuracy
 NP0264;SPC NE       -   327,770.      226,760.      MT  (+/- 180 meters Scaled)
 NP0264
 NP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH360330(NAD 83)
 NP0264
 NP0264                          SUPERSEDED SURVEY CONTROL
 NP0264
 NP0264  NGVD 29 (??/??/92) 1070.430  (m)         3511.90   (f) ADJ UNCH    1 2
 NP0264
 NP0264.Superseded values are not recommended for survey control.
 NP0264
 NP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0264.See file dsdata.pdf to determine how the superseded data were derived.
 NP0264
 NP0264_MARKER: DB = BENCH MARK DISK
 NP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0264_STAMPING: W 347 1957
 NP0264_MARK LOGO: CGS
 NP0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0264+STABILITY: SURFACE MOTION
 NP0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0264+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0264
 NP0264  HISTORY     - Date     Condition        Report By
 NP0264  HISTORY     - 1957     MONUMENTED       CGS
 NP0264  HISTORY     - 1985     GOOD             NGS
 NP0264  HISTORY     - 19991006 GOOD             NGS
 NP0264
 NP0264                          STATION DESCRIPTION
 NP0264
 NP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0264'5.2 MI SW FROM WHITNEY.
 NP0264'ABOUT 5.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0264'RAILWAY FROM THE STATION AT WHITNEY, 5.6 MILES NORTHEAST OF THE
 NP0264'STATION AT CRAWFORD, IN SECTION 20, T. 32 N., R. 51 W., 7 FEET
 NP0264'EAST OF MILEPOST 427, 42 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 49
 NP0264'FEET NORTHWEST OF THE CENTER LINE OF U.S HIGHWAY 20, 0.1 MILE
 NP0264'SOUTHWEST OF A BRIDGE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 NP0264'WITNESS POST, 1 FOOT BELOW THE RAIL AND IN THE TOP OF A CONCRETE
 NP0264'POST WHICH PROJECTS 6 INCHES.
 NP0264
 NP0264                          STATION RECOVERY (1985)
 NP0264
 NP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0264'RECOVERED IN GOOD CONDITION.
 NP0264
 NP0264                          STATION RECOVERY (1999)
 NP0264
 NP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0264'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0264'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0264'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 7.0
 NP0264'KM (4.35 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, 15.8 M (51.8 FT)
 NP0264'NORTHWEST OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT) SOUTHEAST OF THE
 NP0264'NEAR RAIL OF THE DAKOTA MINNESOTA AND EASTERN RAILROAD, 8.7 M (28.5
 NP0264'FT) SOUTHEAST OF RAILROAD MILEPOST 427, 0.3 M (1.0 FT) NORTHEAST OF A
 NP0264'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 NP0264'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NP0264'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0242 ***********************************************************************
 NP0242  DESIGNATION -  W 348
 NP0242  PID         -  NP0242
 NP0242  STATE/COUNTY-  NE/DAWES
 NP0242  COUNTRY     -  US
 NP0242  USGS QUAD   -  CHADRON WEST (2017)
 NP0242
 NP0242                         *CURRENT SURVEY CONTROL
 NP0242  ______________________________________________________________________
 NP0242* NAD 83(1986) POSITION- 42 51 21.     (N) 103 05 54.     (W)   SCALED
 NP0242* NAVD 88 ORTHO HEIGHT -   993.116 (meters)     3258.25  (feet) ADJUSTED
 NP0242  ______________________________________________________________________
 NP0242  GEOID HEIGHT    -        -17.923 (meters)                     GEOID18
 NP0242  DYNAMIC HEIGHT  -        992.624 (meters)     3256.63  (feet) COMP
 NP0242  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 NP0242
 NP0242  VERT ORDER      -  FIRST     CLASS II
 NP0242
 NP0242.The horizontal coordinates were scaled from a map and have
 NP0242.an estimated accuracy of +/- 6 seconds.
 NP0242
 NP0242.The orthometric height was determined by differential leveling and
 NP0242.adjusted by the NATIONAL GEODETIC SURVEY
 NP0242.in June 1991.
 NP0242
 NP0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0242.GEOID18 height accuracy estimate available here.
 NP0242
 NP0242.Click photographs - Photos may exist for this station.
 NP0242
 NP0242.The dynamic height is computed by dividing the NAVD 88
 NP0242.geopotential number by the normal gravity value computed on the
 NP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0242.degrees latitude (g = 980.6199 gals.).
 NP0242
 NP0242.The modeled gravity was interpolated from observed gravity values.
 NP0242
 NP0242;                    North         East    Units  Estimated Accuracy
 NP0242;SPC NE       -   340,140.      246,840.      MT  (+/- 180 meters Scaled)
 NP0242
 NP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH553465(NAD 83)
 NP0242
 NP0242                          SUPERSEDED SURVEY CONTROL
 NP0242
 NP0242  NGVD 29 (??/??/92)  992.568  (m)         3256.45   (f) ADJ UNCH    1 2
 NP0242
 NP0242.Superseded values are not recommended for survey control.
 NP0242
 NP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0242.See file dsdata.pdf to determine how the superseded data were derived.
 NP0242
 NP0242_MARKER: DB = BENCH MARK DISK
 NP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0242_STAMPING: W 348 1957
 NP0242_MARK LOGO: CGS
 NP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0242+STABILITY: SURFACE MOTION
 NP0242
 NP0242  HISTORY     - Date     Condition        Report By
 NP0242  HISTORY     - 1957     MONUMENTED       CGS
 NP0242  HISTORY     - 1969     GOOD             CGS
 NP0242
 NP0242                          STATION DESCRIPTION
 NP0242
 NP0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0242'5.7 MI W FROM CHADRON.
 NP0242'ABOUT 5.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0242'FROM THE STATION AT CHADRON, IN SECTION 9, T. 33 N., R. 49 W.,
 NP0242'11 RAILS NORTHEAST OF A ROAD CROSSING, 82 FEET WEST-NORTHWEST
 NP0242'AND ACROSS THE TRACK FROM THE FOURTH POLE NORTHEAST OF MILEPOST
 NP0242'412, 46 1/2 FEET WEST-NORTHWEST OF THE NEAR RAIL, 145 FEET
 NP0242'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE, 11 1/2 FEET SOUTHEAST
 NP0242'OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NP0242'LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH
 NP0242'PROJECTS 5 INCHES.
 NP0242
 NP0242                          STATION RECOVERY (1969)
 NP0242
 NP0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NP0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0529 ***********************************************************************
 NN0529  DESIGNATION -  W 35
 NN0529  PID         -  NN0529
 NN0529  STATE/COUNTY-  NE/KEYA PAHA
 NN0529  COUNTRY     -  US
 NN0529  USGS QUAD   -  SPRINGVIEW (2017)
 NN0529
 NN0529                         *CURRENT SURVEY CONTROL
 NN0529  ______________________________________________________________________
 NN0529* NAD 83(1986) POSITION- 42 51 09.73   (N) 099 44 56.95   (W)   HD_HELD1
 NN0529* NAVD 88 ORTHO HEIGHT -   721.211 (meters)     2366.17  (feet) ADJUSTED
 NN0529  ______________________________________________________________________
 NN0529  GEOID HEIGHT    -        -23.676 (meters)                     GEOID18
 NN0529  DYNAMIC HEIGHT  -        720.925 (meters)     2365.23  (feet) COMP
 NN0529  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 NN0529
 NN0529  VERT ORDER      -  SECOND    CLASS 0
 NN0529
 NN0529.The horizontal coordinates were determined by differentially corrected
 NN0529.hand held GPS observations or other comparable positioning techniques
 NN0529.and have an estimated accuracy of +/- 3 meters.
 NN0529
 NN0529.The orthometric height was determined by differential leveling and
 NN0529.adjusted by the NATIONAL GEODETIC SURVEY
 NN0529.in June 1991.
 NN0529
 NN0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0529.GEOID18 height accuracy estimate available here.
 NN0529
 NN0529.Click photographs - Photos may exist for this station.
 NN0529
 NN0529.The dynamic height is computed by dividing the NAVD 88
 NN0529.geopotential number by the normal gravity value computed on the
 NN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0529.degrees latitude (g = 980.6199 gals.).
 NN0529
 NN0529.The modeled gravity was interpolated from observed gravity values.
 NN0529
 NN0529;                    North         East    Units  Estimated Accuracy
 NN0529;SPC NE       -   335,288.1     520,501.8     MT  (+/- 3 meters HH1 GPS) 
 NN0529
 NN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3879244730(NAD 83)
 NN0529
 NN0529                          SUPERSEDED SURVEY CONTROL
 NN0529
 NN0529  NGVD 29 (??/??/92)  720.926  (m)         2365.24   (f) ADJ UNCH    2 0
 NN0529
 NN0529.Superseded values are not recommended for survey control.
 NN0529
 NN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0529.See file dsdata.pdf to determine how the superseded data were derived.
 NN0529
 NN0529_MARKER: DB = BENCH MARK DISK
 NN0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0529_STAMPING: W 35 1934
 NN0529_MARK LOGO: CGS
 NN0529_PROJECTION: PROJECTING 13 CENTIMETERS
 NN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0529+STABILITY: SURFACE MOTION
 NN0529
 NN0529  HISTORY     - Date     Condition        Report By
 NN0529  HISTORY     - 1934     MONUMENTED       CGS
 NN0529
 NN0529                          STATION DESCRIPTION
 NN0529
 NN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0529'2 MI N FROM SPRINGVIEW.
 NN0529'W-35 IS LOCATED 2 MILES NORTH OF COURTHOUSE AT SPRINGVIEW,
 NN0529'75 YARDS SOUTH OF SECTION LINE ROAD, 38 FEET WEST OF CENTERLINE
 NN0529'OF U.S. HWY. 83, 1.8 FEET WEST OF FENCE ALONG HIGHWAY.
 NN0529'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NN0529'STAMPED W 35 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0006 ***********************************************************************
 NP0006  DESIGNATION -  W 350
 NP0006  PID         -  NP0006
 NP0006  STATE/COUNTY-  NE/CHERRY
 NP0006  COUNTRY     -  US
 NP0006  USGS QUAD   -  GORDON SE (2017)
 NP0006
 NP0006                         *CURRENT SURVEY CONTROL
 NP0006  ______________________________________________________________________
 NP0006* NAD 83(1986) POSITION- 42 50 19.     (N) 102 04 41.     (W)   SCALED
 NP0006* NAVD 88 ORTHO HEIGHT -  1096.597 (meters)     3597.75  (feet) ADJUSTED
 NP0006  ______________________________________________________________________
 NP0006  GEOID HEIGHT    -        -18.662 (meters)                     GEOID18
 NP0006  DYNAMIC HEIGHT  -       1096.078 (meters)     3596.05  (feet) COMP
 NP0006  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 NP0006
 NP0006  VERT ORDER      -  FIRST     CLASS II
 NP0006
 NP0006.The horizontal coordinates were scaled from a map and have
 NP0006.an estimated accuracy of +/- 6 seconds.
 NP0006
 NP0006.The orthometric height was determined by differential leveling and
 NP0006.adjusted by the NATIONAL GEODETIC SURVEY
 NP0006.in June 1991.
 NP0006
 NP0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0006.GEOID18 height accuracy estimate available here.
 NP0006
 NP0006.Click photographs - Photos may exist for this station.
 NP0006
 NP0006.The dynamic height is computed by dividing the NAVD 88
 NP0006.geopotential number by the normal gravity value computed on the
 NP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0006.degrees latitude (g = 980.6199 gals.).
 NP0006
 NP0006.The modeled gravity was interpolated from observed gravity values.
 NP0006
 NP0006;                    North         East    Units  Estimated Accuracy
 NP0006;SPC NE       -   335,730.      330,140.      MT  (+/- 180 meters Scaled)
 NP0006
 NP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH387470(NAD 83)
 NP0006
 NP0006                          SUPERSEDED SURVEY CONTROL
 NP0006
 NP0006  NGVD 29 (??/??/92) 1096.118  (m)         3596.18   (f) ADJ UNCH    1 2
 NP0006
 NP0006.Superseded values are not recommended for survey control.
 NP0006
 NP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0006.See file dsdata.pdf to determine how the superseded data were derived.
 NP0006
 NP0006_MARKER: DB = BENCH MARK DISK
 NP0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0006_STAMPING: W 350 1957
 NP0006_MARK LOGO: CGS
 NP0006_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0006
 NP0006  HISTORY     - Date     Condition        Report By
 NP0006  HISTORY     - 1957     MONUMENTED       CGS
 NP0006
 NP0006                          STATION DESCRIPTION
 NP0006
 NP0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0006'6.5 MI NE FROM GORDON.
 NP0006'ABOUT 6.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0006'RAILWAY FROM THE STATION AT GORDON, ABOUT 0.4 MILE NORTHEAST OF
 NP0006'THE CHERRY-SHERIDAN COUNTY LINE, IN T. 33 N., R. 40 W., AND IN THE
 NP0006'SOUTHWEST SIDE OF SECTION 18., 73 FEET EAST OF THE CENTER LINE OF
 NP0006'A PRIVATE ROAD CROSSING, 39 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 NP0006'59 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 11 FEET
 NP0006'NORTHWEST OF THE SOUTHEAST RAILROAD RIGHT OF WAY FENCE, 5 1/2 FEET
 NP0006'SOUTH OF MILE POST 353, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 NP0006'POST, A DISK BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 NP0006'1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0158 ***********************************************************************
 NO0158  DESIGNATION -  W 352
 NO0158  PID         -  NO0158
 NO0158  STATE/COUNTY-  NE/CHERRY
 NO0158  COUNTRY     -  US
 NO0158  USGS QUAD   -  KILGORE (2017)
 NO0158
 NO0158                         *CURRENT SURVEY CONTROL
 NO0158  ______________________________________________________________________
 NO0158* NAD 83(1986) POSITION- 42 56 07.     (N) 100 58 03.     (W)   SCALED
 NO0158* NAVD 88 ORTHO HEIGHT -   898.665 (meters)     2948.37  (feet) ADJUSTED
 NO0158  ______________________________________________________________________
 NO0158  GEOID HEIGHT    -        -20.958 (meters)                     GEOID18
 NO0158  DYNAMIC HEIGHT  -        898.296 (meters)     2947.16  (feet) COMP
 NO0158  MODELED GRAVITY -    980,178.8   (mgal)                       NAVD 88
 NO0158
 NO0158  VERT ORDER      -  FIRST     CLASS II
 NO0158
 NO0158.The horizontal coordinates were scaled from a map and have
 NO0158.an estimated accuracy of +/- 6 seconds.
 NO0158
 NO0158.The orthometric height was determined by differential leveling and
 NO0158.adjusted by the NATIONAL GEODETIC SURVEY
 NO0158.in June 1991.
 NO0158
 NO0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0158.GEOID18 height accuracy estimate available here.
 NO0158
 NO0158.Click photographs - Photos may exist for this station.
 NO0158
 NO0158.The dynamic height is computed by dividing the NAVD 88
 NO0158.geopotential number by the normal gravity value computed on the
 NO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0158.degrees latitude (g = 980.6199 gals.).
 NO0158
 NO0158.The modeled gravity was interpolated from observed gravity values.
 NO0158
 NO0158;                    North         East    Units  Estimated Accuracy
 NO0158;SPC NE       -   344,870.      421,030.      MT  (+/- 180 meters Scaled)
 NO0158
 NO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN394555(NAD 83)
 NO0158
 NO0158                          SUPERSEDED SURVEY CONTROL
 NO0158
 NO0158  NGVD 29 (??/??/92)  898.328  (m)         2947.26   (f) ADJ UNCH    1 2
 NO0158
 NO0158.Superseded values are not recommended for survey control.
 NO0158
 NO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0158.See file dsdata.pdf to determine how the superseded data were derived.
 NO0158
 NO0158_MARKER: DB = BENCH MARK DISK
 NO0158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0158_STAMPING: W 352 1957
 NO0158_MARK LOGO: CGS
 NO0158_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0158_ROD/PIPE-DEPTH: 4.9 meters
 NO0158
 NO0158  HISTORY     - Date     Condition        Report By
 NO0158  HISTORY     - 1957     MONUMENTED       CGS
 NO0158
 NO0158                          STATION DESCRIPTION
 NO0158
 NO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0158'0.6 MI W FROM KILGORE.
 NO0158'ABOUT 0.65 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0158'FROM THE STATION AT KILGORE, IN T. 34 N., R. 31 W., AND NEAR THE
 NO0158'CENTER OF THE EAST EDGE OF SECTION 9, 0.6 MILE EAST OF MILE POST
 NO0158'293 AND RAILROAD TRESTLE NUMBER 499, NORTH AND ACROSS U.S. HIGHWAY
 NO0158'20 FROM A 15 FOOT BENCH CUT ON THE SOUTH SIDE OF THE HIGHWAY, 124
 NO0158'FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 35 FEET SOUTH OF
 NO0158'THE SOUTH RAIL, 24 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET
 NO0158'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 NO0158'OF THE TRACKS, AT THE EAST END OF A CUT, A DISK ON THE TOP OF A
 NO0158'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET.
 NO0158'ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0473 ***********************************************************************
 NP0473  DESIGNATION -  W 353
 NP0473  PID         -  NP0473
 NP0473  STATE/COUNTY-  NE/SIOUX
 NP0473  COUNTRY     -  US
 NP0473  USGS QUAD   -  ROUNDTOP (2017)
 NP0473
 NP0473                         *CURRENT SURVEY CONTROL
 NP0473  ______________________________________________________________________
 NP0473* NAD 83(1986) POSITION- 42 50 41.     (N) 103 32 03.     (W)   SCALED
 NP0473* NAVD 88 ORTHO HEIGHT -  1129.342 (meters)     3705.18  (feet) ADJUSTED
 NP0473  ______________________________________________________________________
 NP0473  GEOID HEIGHT    -        -16.820 (meters)                     GEOID18
 NP0473  DYNAMIC HEIGHT  -       1128.771 (meters)     3703.31  (feet) COMP
 NP0473  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 NP0473
 NP0473  VERT ORDER      -  FIRST     CLASS II
 NP0473
 NP0473.The horizontal coordinates were scaled from a map and have
 NP0473.an estimated accuracy of +/- 6 seconds.
 NP0473
 NP0473.The orthometric height was determined by differential leveling and
 NP0473.adjusted by the NATIONAL GEODETIC SURVEY
 NP0473.in June 1991.
 NP0473
 NP0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0473.GEOID18 height accuracy estimate available here.
 NP0473
 NP0473.Click photographs - Photos may exist for this station.
 NP0473
 NP0473.The dynamic height is computed by dividing the NAVD 88
 NP0473.geopotential number by the normal gravity value computed on the
 NP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0473.degrees latitude (g = 980.6199 gals.).
 NP0473
 NP0473.The modeled gravity was interpolated from observed gravity values.
 NP0473
 NP0473;                    North         East    Units  Estimated Accuracy
 NP0473;SPC NE       -   340,280.      211,200.      MT  (+/- 180 meters Scaled)
 NP0473
 NP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH197446(NAD 83)
 NP0473
 NP0473                          SUPERSEDED SURVEY CONTROL
 NP0473
 NP0473  NGVD 29 (??/??/92) 1128.751  (m)         3703.24   (f) ADJ UNCH    1 2
 NP0473
 NP0473.Superseded values are not recommended for survey control.
 NP0473
 NP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0473.See file dsdata.pdf to determine how the superseded data were derived.
 NP0473
 NP0473_MARKER: DB = BENCH MARK DISK
 NP0473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0473_SP_SET: CULVERT WINGWALL
 NP0473_STAMPING: W 353 1957
 NP0473_MARK LOGO: CGS
 NP0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0473+STABILITY: SURFACE MOTION
 NP0473
 NP0473  HISTORY     - Date     Condition        Report By
 NP0473  HISTORY     - 1957     MONUMENTED       CGS
 NP0473  HISTORY     - 1985     GOOD             NGS
 NP0473
 NP0473                          STATION DESCRIPTION
 NP0473
 NP0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0473'13 MI NW FROM CRAWFORD.
 NP0473'ABOUT 12.95 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0473'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 11, T. 33
 NP0473'N., R. 53 W., 5 1/2 POLES SOUTHEAST OF MILEPOST 436, 11 1/2 RAILS
 NP0473'SOUTHEAST OF A PRIVATE ROAD CROSSING, 9 1/2 FEET NORTHEAST OF
 NP0473'THE NORTHEAST RAIL, 3 FEET LOWER THAN THE TRACK AND IN THE TOP
 NP0473'OF THE EAST WING WALL OF A 5 X 6-FOOT CONCRETE BOX CULVERT.
 NP0473
 NP0473                          STATION RECOVERY (1985)
 NP0473
 NP0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0473'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0473'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0473'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0473'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0473'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0473'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0473'THENCE 13.81 KM (8.55 MI) NORTH ALONG THE NORTHEAST SIDE OF THE
 NP0473'TRACKS ON A GRAVEL ROAD, IN TOP OF THE EAST WINGWALL OF A 5 BY 6 FOOT
 NP0473'BOX CULVERT UNDER THE TRACKS.  3.0 METERS (9.7 FT) NORTHEAST OF THE
 NP0473'NORTHEAST RAIL.
 NP0473'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0296 ***********************************************************************
 NN0296  DESIGNATION -  W 36
 NN0296  PID         -  NN0296
 NN0296  STATE/COUNTY-  NE/BOYD
 NN0296  COUNTRY     -  US
 NN0296  USGS QUAD   -  BRISTOW (2017)
 NN0296
 NN0296                         *CURRENT SURVEY CONTROL
 NN0296  ______________________________________________________________________
 NN0296* NAD 83(1986) POSITION- 42 50 29.     (N) 098 36 02.     (W)   SCALED
 NN0296* NAVD 88 ORTHO HEIGHT -   450.167 (meters)     1476.92  (feet) ADJUSTED
 NN0296  ______________________________________________________________________
 NN0296  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 NN0296  DYNAMIC HEIGHT  -        450.002 (meters)     1476.38  (feet) COMP
 NN0296  MODELED GRAVITY -    980,241.4   (mgal)                       NAVD 88
 NN0296
 NN0296  VERT ORDER      -  SECOND    CLASS 0
 NN0296
 NN0296.The horizontal coordinates were scaled from a map and have
 NN0296.an estimated accuracy of +/- 6 seconds.
 NN0296
 NN0296.The orthometric height was determined by differential leveling and
 NN0296.adjusted by the NATIONAL GEODETIC SURVEY
 NN0296.in June 1991.
 NN0296
 NN0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0296.GEOID18 height accuracy estimate available here.
 NN0296
 NN0296.Click photographs - Photos may exist for this station.
 NN0296
 NN0296.The dynamic height is computed by dividing the NAVD 88
 NN0296.geopotential number by the normal gravity value computed on the
 NN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0296.degrees latitude (g = 980.6199 gals.).
 NN0296
 NN0296.The modeled gravity was interpolated from observed gravity values.
 NN0296
 NN0296;                    North         East    Units  Estimated Accuracy
 NN0296;SPC NE       -   334,930.      614,390.      MT  (+/- 180 meters Scaled)
 NN0296
 NN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN326432(NAD 83)
 NN0296
 NN0296                          SUPERSEDED SURVEY CONTROL
 NN0296
 NN0296  NGVD 29 (??/??/92)  449.902  (m)         1476.05   (f) ADJ UNCH    2 0
 NN0296
 NN0296.Superseded values are not recommended for survey control.
 NN0296
 NN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0296.See file dsdata.pdf to determine how the superseded data were derived.
 NN0296
 NN0296_MARKER: DB = BENCH MARK DISK
 NN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0296_STAMPING: W 36 1934
 NN0296_MARK LOGO: CGS
 NN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0296+STABILITY: SURFACE MOTION
 NN0296
 NN0296  HISTORY     - Date     Condition        Report By
 NN0296  HISTORY     - 1934     MONUMENTED       CGS
 NN0296
 NN0296                          STATION DESCRIPTION
 NN0296
 NN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0296'1 MI W FROM BRISTOW.
 NN0296'1.0 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0296'FROM THE STATION AT BRISTOW, BOYD COUNTY, 80 YARDS WEST OF A
 NN0296'ROAD CROSSING, 37.7 FEET SOUTH OF THE SOUTH RAIL, 44 FEET
 NN0296'NORTH OF THE CENTER LINE OF STATE HIGHWAY 12, AND 9.5 FEET
 NN0296'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED W 36 1934 AND
 NN0296'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NN0296'GROUND.  NOTE-- IT WAS REPORTED IN JUNE 1949 THAT THE CONCRETE
 NN0296'IN WHICH THE DISK IS SET IS DETERIORATING AND PART OF THE TOP
 NN0296'HAS ALREADY BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0047 ***********************************************************************
 LG0047  DESIGNATION -  W 363
 LG0047  PID         -  LG0047
 LG0047  STATE/COUNTY-  NE/CASS
 LG0047  COUNTRY     -  US
 LG0047  USGS QUAD   -  EAGLE (2017)
 LG0047
 LG0047                         *CURRENT SURVEY CONTROL
 LG0047  ______________________________________________________________________
 LG0047* NAD 83(1986) POSITION- 40 48 46.13   (N) 096 23 18.46   (W)   HD_HELD1
 LG0047* NAVD 88 ORTHO HEIGHT -   398.699 (meters)     1308.07  (feet) ADJUSTED
 LG0047  ______________________________________________________________________
 LG0047  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 LG0047  DYNAMIC HEIGHT  -        398.531 (meters)     1307.51  (feet) COMP
 LG0047  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 LG0047
 LG0047  VERT ORDER      -  SECOND    CLASS 0
 LG0047
 LG0047.The horizontal coordinates were determined by differentially corrected
 LG0047.hand held GPS observations or other comparable positioning techniques
 LG0047.and have an estimated accuracy of +/- 3 meters.
 LG0047
 LG0047.The orthometric height was determined by differential leveling and
 LG0047.adjusted by the NATIONAL GEODETIC SURVEY
 LG0047.in June 1991.
 LG0047
 LG0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0047.GEOID18 height accuracy estimate available here.
 LG0047
 LG0047.Click photographs - Photos may exist for this station.
 LG0047
 LG0047.The dynamic height is computed by dividing the NAVD 88
 LG0047.geopotential number by the normal gravity value computed on the
 LG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0047.degrees latitude (g = 980.6199 gals.).
 LG0047
 LG0047.The modeled gravity was interpolated from observed gravity values.
 LG0047
 LG0047;                    North         East    Units  Estimated Accuracy
 LG0047;SPC NE       -   115,111.1     804,545.0     MT  (+/- 3 meters HH1 GPS) 
 LG0047
 LG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2026521260(NAD 83)
 LG0047
 LG0047                          SUPERSEDED SURVEY CONTROL
 LG0047
 LG0047  NGVD 29 (??/??/92)  398.606  (m)         1307.76   (f) ADJ UNCH    2 0
 LG0047
 LG0047.Superseded values are not recommended for survey control.
 LG0047
 LG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0047.See file dsdata.pdf to determine how the superseded data were derived.
 LG0047
 LG0047_MARKER: DB = BENCH MARK DISK
 LG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0047_STAMPING: W 363 1961
 LG0047_MARK LOGO: CGS
 LG0047_PROJECTION: FLUSH
 LG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0047+STABILITY: SURFACE MOTION
 LG0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0047+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2020
 LG0047
 LG0047  HISTORY     - Date     Condition        Report By
 LG0047  HISTORY     - 1961     MONUMENTED       CGS
 LG0047  HISTORY     - 1964     GOOD             CGS
 LG0047  HISTORY     - 20120901 GOOD             GEOCAC
 LG0047  HISTORY     - 20200204 GOOD             NEGS
 LG0047
 LG0047                          STATION DESCRIPTION
 LG0047
 LG0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0047'7.6 MI N FROM PALMYRA.
 LG0047'7.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0047'AND QUINCY RAILROAD STATION AT PALMYRA, 62 FEET NORTHEAST OF THE
 LG0047'CENTER OF A ROAD CROSSING, 51 FEET SOUTH OF THE CENTER OF ROAD,
 LG0047'35 FEET EAST OF THE CENTER OF THE N-S ROAD, 12.6 FEET SOUTHWEST
 LG0047'OF THE CENTER OF THE MAIN GATE LEADING TO THE EAGLE CEMETERY,
 LG0047'1.3 FEET WEST OF THE CEMETERY FENCE, SET IN TOP OF A SQUARE
 LG0047'CONCRETE POST FLUSH WITH THE GROUND.
 LG0047
 LG0047                          STATION RECOVERY (1964)
 LG0047
 LG0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0047'RECOVERED IN GOOD CONDITION.
 LG0047
 LG0047                          STATION RECOVERY (2012)
 LG0047
 LG0047'RECOVERY NOTE BY GEOCACHING 2012 (JMJ)
 LG0047'ACCURATE COORDINATES -- N40  48.770 W96  23.308
 LG0047
 LG0047                          STATION RECOVERY (2020)
 LG0047
 LG0047'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 LG0047'THE STATION IS IN THE SOUTHEAST CORNER OF THE INTERSECTION OF HIGHWAY
 LG0047'34 AND HIGHWAY 63 TWO MILES EAST OF EAGLE.  IT IS 1.2 FT (0.4 M) WEST
 LG0047'OF BOTTOM WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0186 ***********************************************************************
 LG0186  DESIGNATION -  W 364
 LG0186  PID         -  LG0186
 LG0186  STATE/COUNTY-  NE/JOHNSON
 LG0186  COUNTRY     -  US
 LG0186  USGS QUAD   -  TECUMSEH NW (2017)
 LG0186
 LG0186                         *CURRENT SURVEY CONTROL
 LG0186  ______________________________________________________________________
 LG0186* NAD 83(1986) POSITION- 40 22 41.45   (N) 096 10 46.11   (W)   HD_HELD1
 LG0186* NAVD 88 ORTHO HEIGHT -   370.473 (meters)     1215.46  (feet) ADJUSTED
 LG0186  ______________________________________________________________________
 LG0186  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 LG0186  DYNAMIC HEIGHT  -        370.273 (meters)     1214.80  (feet) COMP
 LG0186  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 LG0186
 LG0186  VERT ORDER      -  SECOND    CLASS 0
 LG0186
 LG0186.The horizontal coordinates were determined by differentially corrected
 LG0186.hand held GPS observations or other comparable positioning techniques
 LG0186.and have an estimated accuracy of +/- 3 meters.
 LG0186
 LG0186.The orthometric height was determined by differential leveling and
 LG0186.adjusted by the NATIONAL GEODETIC SURVEY
 LG0186.in June 1991.
 LG0186
 LG0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0186.GEOID18 height accuracy estimate available here.
 LG0186
 LG0186.Click photographs - Photos may exist for this station.
 LG0186
 LG0186.The dynamic height is computed by dividing the NAVD 88
 LG0186.geopotential number by the normal gravity value computed on the
 LG0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0186.degrees latitude (g = 980.6199 gals.).
 LG0186
 LG0186.The modeled gravity was interpolated from observed gravity values.
 LG0186
 LG0186;                    North         East    Units  Estimated Accuracy
 LG0186;SPC NE       -    67,661.6     824,288.3     MT  (+/- 3 meters HH1 GPS) 
 LG0186
 LG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3944173552(NAD 83)
 LG0186
 LG0186                          SUPERSEDED SURVEY CONTROL
 LG0186
 LG0186  NGVD 29 (??/??/92)  370.380  (m)         1215.16   (f) ADJ UNCH    2 0
 LG0186
 LG0186.Superseded values are not recommended for survey control.
 LG0186
 LG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0186.See file dsdata.pdf to determine how the superseded data were derived.
 LG0186
 LG0186_MARKER: DB = BENCH MARK DISK
 LG0186_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0186+WITH SETTING: PAVEMENT
 LG0186_SP_SET: SIGN BASE
 LG0186_STAMPING: W 364 1961
 LG0186_MARK LOGO: CGS
 LG0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0186+STABILITY: SURFACE MOTION
 LG0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0186+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2018
 LG0186
 LG0186  HISTORY     - Date     Condition        Report By
 LG0186  HISTORY     - 1961     MONUMENTED       CGS
 LG0186  HISTORY     - 20180913 GOOD             NEGS
 LG0186
 LG0186                          STATION DESCRIPTION
 LG0186
 LG0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0186'1.5 MI NE FROM TECUMSEH.
 LG0186'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0186'THENCE 0.8 MILE NORTH ALONG STATE HIGHWAY 50, 100 FEET NORTHEAST
 LG0186'OF INTERSECTION OF U.S. HIGHWAY 136 AND STATE HIGHWAY 50,
 LG0186'78 FEET EAST OF CENTERLINE OF STATE HIGHWAY 50, 63 FEET SOUTHWEST
 LG0186'OF THE ENTRANCE TO A SERVICE STATION, 60 FEET NORTH OF CENTERLINE
 LG0186'OF U.S. HIGHWAY 136, SET IN THE SOUTHWEST CORNER OF A CONCRETE
 LG0186'FOUNDATION, WHICH PROJECTS 2 INCHES ABOVE GROUND.
 LG0186
 LG0186                          STATION RECOVERY (2018)
 LG0186
 LG0186'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (SB)
 LG0186'THE MARK IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 LG0186'NEBRASKA HIGHWAY 50 AND U.S. HIGHWAY 136 NORTH OF TECUMSEH.
 LG0186'
 LG0186'IT IS 78 FT (23.8 M) EAST OF THE CENTERLINE OF NE HIGHWAY 50, 46.7 FT
 LG0186'(14.2 M) EAST-SOUTHEAST OF THE SOUTHEAST BOLT IN A LIGHT POLE BASE,
 LG0186'24.85 FT (7.6 M) NORTHWEST OF A P-K NAIL IN A POWER POLE, 14 FT (4.3
 LG0186'M) NORTH OF THE NORTHWEST CORNER OF A TELEPHONE PEDESTAL AND 60 FT
 LG0186'(18.3 M) NORTH OF U.S. HIGHWAY 136 AND 1.8 FT (0.5 M) EAST FROM A
 LG0186'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0251 ***********************************************************************
 LG0251  DESIGNATION -  W 365 RESET
 LG0251  PID         -  LG0251
 LG0251  STATE/COUNTY-  NE/GAGE
 LG0251  COUNTRY     -  US
 LG0251  USGS QUAD   -  PICKRELL (2017)
 LG0251
 LG0251                         *CURRENT SURVEY CONTROL
 LG0251  ______________________________________________________________________
 LG0251* NAD 83(1986) POSITION- 40 29 34.     (N) 096 42 16.     (W)   SCALED
 LG0251* NAVD 88 ORTHO HEIGHT -   437.90  (meters)     1436.7   (feet) RESET
 LG0251  ______________________________________________________________________
 LG0251  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 LG0251  VERT ORDER      -  THIRD
 LG0251
 LG0251.The horizontal coordinates were scaled from a map and have
 LG0251.an estimated accuracy of +/- 6 seconds.
 LG0251
 LG0251.The orthometric height was computed from unverified reset data.
 LG0251
 LG0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0251.GEOID18 height accuracy estimate available here.
 LG0251
 LG0251.Click photographs - Photos may exist for this station.
 LG0251
 LG0251;                    North         East    Units  Estimated Accuracy
 LG0251;SPC NE       -    78,540.      779,270.      MT  (+/- 180 meters Scaled)
 LG0251
 LG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK945849(NAD 83)
 LG0251
 LG0251                          SUPERSEDED SURVEY CONTROL
 LG0251
 LG0251.No superseded survey control is available for this station.
 LG0251
 LG0251_MARKER: DB = BENCH MARK DISK
 LG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0251_STAMPING: W 365 RESET 1971
 LG0251_MARK LOGO: CGS
 LG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0251+STABILITY: SURFACE MOTION
 LG0251
 LG0251  HISTORY     - Date     Condition        Report By
 LG0251  HISTORY     - 1971     MONUMENTED       NGS
 LG0251  HISTORY     - 1977     GOOD             LOCSUR
 LG0251  HISTORY     - 20200318 MARK NOT FOUND   NEGS
 LG0251
 LG0251                          STATION DESCRIPTION
 LG0251
 LG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LG0251'0.9 MI S FROM CORTLAND.
 LG0251'ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE UNION
 LG0251'PACIFIC RAILROAD DEPOT IN CORTLAND, GAGE COUNTY 0.1 MILE SOUTH
 LG0251'OF A CROSSROAD, 69 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77,
 LG0251'1 FOOT EAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST,
 LG0251'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 LG0251'INCHES.  SECTION 13, T16N, R6E.
 LG0251
 LG0251                          STATION RECOVERY (1977)
 LG0251
 LG0251'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0251'RECOVERED IN GOOD CONDITION.
 LG0251
 LG0251                          STATION RECOVERY (2020)
 LG0251
 LG0251'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0251'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1293 ***********************************************************************
 NM1293  DESIGNATION -  W 37
 NM1293  PID         -  NM1293
 NM1293  STATE/COUNTY-  NE/KNOX
 NM1293  COUNTRY     -  US
 NM1293  USGS QUAD   -  CENTER WEST (2017)
 NM1293
 NM1293                         *CURRENT SURVEY CONTROL
 NM1293  ______________________________________________________________________
 NM1293* NAD 83(1986) POSITION- 42 31 40.     (N) 097 58 47.     (W)   SCALED
 NM1293* NAVD 88 ORTHO HEIGHT -   496.979 (meters)     1630.51  (feet) ADJUSTED
 NM1293  ______________________________________________________________________
 NM1293  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 NM1293  DYNAMIC HEIGHT  -        496.798 (meters)     1629.91  (feet) COMP
 NM1293  MODELED GRAVITY -    980,241.8   (mgal)                       NAVD 88
 NM1293
 NM1293  VERT ORDER      -  SECOND    CLASS 0
 NM1293
 NM1293.The horizontal coordinates were scaled from a map and have
 NM1293.an estimated accuracy of +/- 6 seconds.
 NM1293
 NM1293.The orthometric height was determined by differential leveling and
 NM1293.adjusted by the NATIONAL GEODETIC SURVEY
 NM1293.in June 1991.
 NM1293
 NM1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1293.GEOID18 height accuracy estimate available here.
 NM1293
 NM1293.Click photographs - Photos may exist for this station.
 NM1293
 NM1293.The dynamic height is computed by dividing the NAVD 88
 NM1293.geopotential number by the normal gravity value computed on the
 NM1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1293.degrees latitude (g = 980.6199 gals.).
 NM1293
 NM1293.The modeled gravity was interpolated from observed gravity values.
 NM1293
 NM1293;                    North         East    Units  Estimated Accuracy
 NM1293;SPC NE       -   301,110.      665,950.      MT  (+/- 180 meters Scaled)
 NM1293
 NM1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN837088(NAD 83)
 NM1293
 NM1293                          SUPERSEDED SURVEY CONTROL
 NM1293
 NM1293  NGVD 29 (??/??/92)  496.765  (m)         1629.80   (f) ADJ UNCH    2 0
 NM1293
 NM1293.Superseded values are not recommended for survey control.
 NM1293
 NM1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1293.See file dsdata.pdf to determine how the superseded data were derived.
 NM1293
 NM1293_MARKER: DB = BENCH MARK DISK
 NM1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1293_STAMPING: W 37 1934
 NM1293_MARK LOGO: CGS
 NM1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1293+STABILITY: SURFACE MOTION
 NM1293
 NM1293  HISTORY     - Date     Condition        Report By
 NM1293  HISTORY     - 1934     MONUMENTED       CGS
 NM1293  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1293
 NM1293                          STATION DESCRIPTION
 NM1293
 NM1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1293'1.3 MI NW FROM WINNETOON.
 NM1293'LOCATED 1.3 MILES NORTHWEST OF STATION AT WINNETOON, ALONG CHICAGO
 NM1293'AND NORTH WESTERN RWY 77 FEET SOUTH OF CENTERLINE OF ROAD
 NM1293'CROSSING TRACK, 45 FEET SOUTHWEST OF SOUTHWEST RAIL, 14.4 FEET
 NM1293'EAST OF GATE POST, 2 FEET EAST OF CORNER FENCE POST OF SECTION LINE
 NM1293'FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES
 NM1293'HIGH.
 NM1293
 NM1293                          STATION RECOVERY (1974)
 NM1293
 NM1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1287 ***********************************************************************
 NM1287  DESIGNATION -  W 38
 NM1287  PID         -  NM1287
 NM1287  STATE/COUNTY-  NE/KNOX
 NM1287  COUNTRY     -  US
 NM1287  USGS QUAD   -  WAUSA (2017)
 NM1287
 NM1287                         *CURRENT SURVEY CONTROL
 NM1287  ______________________________________________________________________
 NM1287* NAD 83(1986) POSITION- 42 27 15.     (N) 097 32 38.     (W)   SCALED
 NM1287* NAVD 88 ORTHO HEIGHT -   522.770 (meters)     1715.12  (feet) ADJUSTED
 NM1287  ______________________________________________________________________
 NM1287  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 NM1287  DYNAMIC HEIGHT  -        522.572 (meters)     1714.47  (feet) COMP
 NM1287  MODELED GRAVITY -    980,226.9   (mgal)                       NAVD 88
 NM1287
 NM1287  VERT ORDER      -  SECOND    CLASS 0
 NM1287
 NM1287.The horizontal coordinates were scaled from a map and have
 NM1287.an estimated accuracy of +/- 6 seconds.
 NM1287
 NM1287.The orthometric height was determined by differential leveling and
 NM1287.adjusted by the NATIONAL GEODETIC SURVEY
 NM1287.in June 1991.
 NM1287
 NM1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1287.GEOID18 height accuracy estimate available here.
 NM1287
 NM1287.Click photographs - Photos may exist for this station.
 NM1287
 NM1287.The dynamic height is computed by dividing the NAVD 88
 NM1287.geopotential number by the normal gravity value computed on the
 NM1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1287.degrees latitude (g = 980.6199 gals.).
 NM1287
 NM1287.The modeled gravity was interpolated from observed gravity values.
 NM1287
 NM1287;                    North         East    Units  Estimated Accuracy
 NM1287;SPC NE       -   293,860.      701,970.      MT  (+/- 180 meters Scaled)
 NM1287
 NM1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN197012(NAD 83)
 NM1287
 NM1287                          SUPERSEDED SURVEY CONTROL
 NM1287
 NM1287  NGVD 29 (??/??/92)  522.561  (m)         1714.44   (f) ADJ UNCH    2 0
 NM1287
 NM1287.Superseded values are not recommended for survey control.
 NM1287
 NM1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1287.See file dsdata.pdf to determine how the superseded data were derived.
 NM1287
 NM1287_MARKER: DB = BENCH MARK DISK
 NM1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1287_STAMPING: W 38 1934
 NM1287_MARK LOGO: CGS
 NM1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1287+STABILITY: SURFACE MOTION
 NM1287
 NM1287  HISTORY     - Date     Condition        Report By
 NM1287  HISTORY     - 1934     MONUMENTED       CGS
 NM1287  HISTORY     - 1971     MARK NOT FOUND   USGS
 NM1287
 NM1287                          STATION DESCRIPTION
 NM1287
 NM1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1287'3 MI S FROM WAUSA.
 NM1287'LOCATED 3 MILES SOUTH OF THE WAUSA HIGH SCHOOL, ALONG U.S.
 NM1287'HIGHWAY 81.  1 MILE SOUTH OF JUNCTION OF U.S. HIGHWAY 81 WITH
 NM1287'STATE HIGHWAY 59, 104 YARDS NORTH OF STEEL BRIDGE, 53 FEET
 NM1287'NORTHWEST OF WYE IN ROAD, 40 FEET WEST OF CENTERLINE OF HIGHWAY,
 NM1287'2 FEET EAST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1287'POST 5 INCHES HIGH.  NOTE-- AREA IS NOW CULTIVATED FIELD.
 NM1287
 NM1287                          STATION RECOVERY (1971)
 NM1287
 NM1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1118 ***********************************************************************
 NM1118  DESIGNATION -  W 39
 NM1118  PID         -  NM1118
 NM1118  STATE/COUNTY-  NE/CEDAR
 NM1118  COUNTRY     -  US
 NM1118  USGS QUAD   -  CROFTON (2017)
 NM1118
 NM1118                         *CURRENT SURVEY CONTROL
 NM1118  ______________________________________________________________________
 NM1118* NAD 83(1986) POSITION- 42 42 03.     (N) 097 22 57.     (W)   SCALED
 NM1118* NAVD 88 ORTHO HEIGHT -   418.194 (meters)     1372.02  (feet) ADJUSTED
 NM1118  ______________________________________________________________________
 NM1118  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 NM1118  DYNAMIC HEIGHT  -        418.061 (meters)     1371.59  (feet) COMP
 NM1118  MODELED GRAVITY -    980,289.9   (mgal)                       NAVD 88
 NM1118
 NM1118  VERT ORDER      -  SECOND    CLASS 0
 NM1118
 NM1118.The horizontal coordinates were scaled from a map and have
 NM1118.an estimated accuracy of +/- 6 seconds.
 NM1118
 NM1118.The orthometric height was determined by differential leveling and
 NM1118.adjusted by the NATIONAL GEODETIC SURVEY
 NM1118.in June 1991.
 NM1118
 NM1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1118.GEOID18 height accuracy estimate available here.
 NM1118
 NM1118.Click photographs - Photos may exist for this station.
 NM1118
 NM1118.The dynamic height is computed by dividing the NAVD 88
 NM1118.geopotential number by the normal gravity value computed on the
 NM1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1118.degrees latitude (g = 980.6199 gals.).
 NM1118
 NM1118.The modeled gravity was interpolated from observed gravity values.
 NM1118
 NM1118;                    North         East    Units  Estimated Accuracy
 NM1118;SPC NE       -   321,640.      714,410.      MT  (+/- 180 meters Scaled)
 NM1118
 NM1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN324288(NAD 83)
 NM1118
 NM1118                          SUPERSEDED SURVEY CONTROL
 NM1118
 NM1118  NGVD 29 (??/??/92)  417.988  (m)         1371.35   (f) ADJ UNCH    2 0
 NM1118
 NM1118.Superseded values are not recommended for survey control.
 NM1118
 NM1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1118.See file dsdata.pdf to determine how the superseded data were derived.
 NM1118
 NM1118_MARKER: DB = BENCH MARK DISK
 NM1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1118_STAMPING: W 39 1934
 NM1118_MARK LOGO: CGS
 NM1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1118+STABILITY: SURFACE MOTION
 NM1118
 NM1118  HISTORY     - Date     Condition        Report By
 NM1118  HISTORY     - 1934     MONUMENTED       CGS
 NM1118  HISTORY     - 1966     GOOD             USGS
 NM1118
 NM1118                          STATION DESCRIPTION
 NM1118
 NM1118'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1118'1 MI W FROM FORDYCE.
 NM1118'1 MI WEST ALONG CHICAGO AND NORTHWESTERN RAILROAD FROM THE STATION
 NM1118'AT FORDYCE, TPZ- 32 N. AND 31 N., R-1W, ABOUT 0.1 MI NORTH AND
 NM1118'0.2 MI EAST OF COR OF SECS 1, 2, 35, AND 36, NEAR A FARM HOUSE,
 NM1118'49 FT. N., 160 FT. W. OF AND 4.4 FT HIGHER THAN THE CENTERLINE
 NM1118'OF A TIMBER TRESTLE BRIDGE, 24 FT. W OF THE W END OF A FRAME
 NM1118'GATE, 1 FT S OF THE RIGHT-OF-WAY FENCE, A STD. DISK STAMPED
 NM1118'W 39, 1934 AND SET IN THE TOP OF A CONC. POST PROJECTING 4
 NM1118'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0609 ***********************************************************************
 NM0609  DESIGNATION -  W 40
 NM0609  PID         -  NM0609
 NM0609  STATE/COUNTY-  NE/DIXON
 NM0609  COUNTRY     -  US
 NM0609  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0609
 NM0609                         *CURRENT SURVEY CONTROL
 NM0609  ______________________________________________________________________
 NM0609* NAD 83(1986) POSITION- 42 18 32.     (N) 096 53 48.     (W)   SCALED
 NM0609* NAVD 88 ORTHO HEIGHT -   424.793 (meters)     1393.68  (feet) ADJUSTED
 NM0609  ______________________________________________________________________
 NM0609  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 NM0609  DYNAMIC HEIGHT  -        424.657 (meters)     1393.23  (feet) COMP
 NM0609  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 NM0609
 NM0609  VERT ORDER      -  SECOND    CLASS 0
 NM0609
 NM0609.The horizontal coordinates were scaled from a map and have
 NM0609.an estimated accuracy of +/- 6 seconds.
 NM0609
 NM0609.The orthometric height was determined by differential leveling and
 NM0609.adjusted by the NATIONAL GEODETIC SURVEY
 NM0609.in June 1991.
 NM0609
 NM0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0609.GEOID18 height accuracy estimate available here.
 NM0609
 NM0609.Click photographs - Photos may exist for this station.
 NM0609
 NM0609.The dynamic height is computed by dividing the NAVD 88
 NM0609.geopotential number by the normal gravity value computed on the
 NM0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0609.degrees latitude (g = 980.6199 gals.).
 NM0609
 NM0609.The modeled gravity was interpolated from observed gravity values.
 NM0609
 NM0609;                    North         East    Units  Estimated Accuracy
 NM0609;SPC NE       -   279,450.      755,750.      MT  (+/- 180 meters Scaled)
 NM0609
 NM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM733862(NAD 83)
 NM0609
 NM0609                          SUPERSEDED SURVEY CONTROL
 NM0609
 NM0609  NGVD 29 (??/??/92)  424.625  (m)         1393.12   (f) ADJ UNCH    2 0
 NM0609
 NM0609.Superseded values are not recommended for survey control.
 NM0609
 NM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0609.See file dsdata.pdf to determine how the superseded data were derived.
 NM0609
 NM0609_MARKER: DB = BENCH MARK DISK
 NM0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0609_STAMPING: W 40 1934
 NM0609_MARK LOGO: CGS
 NM0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0609+STABILITY: SURFACE MOTION
 NM0609
 NM0609  HISTORY     - Date     Condition        Report By
 NM0609  HISTORY     - 1934     MONUMENTED       CGS
 NM0609
 NM0609                          STATION DESCRIPTION
 NM0609
 NM0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0609'3 MI NW FROM WAKEFIELD.
 NM0609'W-40 IS LOCATED 3 MILES NORTHWEST OF STATION ALONG C.ST.P.M.
 NM0609'AND O.RWY. AT WAKEFIELD, 44.5 FEET NORTHEAST OF NORTHEAST RAIL
 NM0609'OF TRACK, 16.5 FEET NORTH OF M.P. 3, 1.4 FEET SOUTH WEST OF
 NM0609'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 7 INCHES
 NM0609'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0563 ***********************************************************************
 NP0563  DESIGNATION -  W 416
 NP0563  PID         -  NP0563
 NP0563  STATE/COUNTY-  NE/DAWES
 NP0563  COUNTRY     -  US
 NP0563  USGS QUAD   -  BELMONT (2017)
 NP0563
 NP0563                         *CURRENT SURVEY CONTROL
 NP0563  ______________________________________________________________________
 NP0563* NAD 83(1986) POSITION- 42 30 18.     (N) 103 18 08.     (W)   SCALED
 NP0563* NAVD 88 ORTHO HEIGHT -  1312.062 (meters)     4304.66  (feet) ADJUSTED
 NP0563  ______________________________________________________________________
 NP0563  GEOID HEIGHT    -        -17.958 (meters)                     GEOID18
 NP0563  DYNAMIC HEIGHT  -       1311.290 (meters)     4302.12  (feet) COMP
 NP0563  MODELED GRAVITY -    979,987.3   (mgal)                       NAVD 88
 NP0563
 NP0563  VERT ORDER      -  FIRST     CLASS II
 NP0563
 NP0563.The horizontal coordinates were scaled from a map and have
 NP0563.an estimated accuracy of +/- 6 seconds.
 NP0563
 NP0563.The orthometric height was determined by differential leveling and
 NP0563.adjusted by the NATIONAL GEODETIC SURVEY
 NP0563.in June 1991.
 NP0563
 NP0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0563.GEOID18 height accuracy estimate available here.
 NP0563
 NP0563.Click photographs - Photos may exist for this station.
 NP0563
 NP0563.The dynamic height is computed by dividing the NAVD 88
 NP0563.geopotential number by the normal gravity value computed on the
 NP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0563.degrees latitude (g = 980.6199 gals.).
 NP0563
 NP0563.The modeled gravity was interpolated from observed gravity values.
 NP0563
 NP0563;                    North         East    Units  Estimated Accuracy
 NP0563;SPC NE       -   301,820.      228,700.      MT  (+/- 180 meters Scaled)
 NP0563
 NP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH394072(NAD 83)
 NP0563
 NP0563                          SUPERSEDED SURVEY CONTROL
 NP0563
 NP0563.No superseded survey control is available for this station.
 NP0563
 NP0563_MARKER: I = METAL ROD
 NP0563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0563+WITH SETTING: INFORMATION.
 NP0563_STAMPING: W 416 1985
 NP0563_MARK LOGO: NGS
 NP0563_PROJECTION: PROJECTING 3 CENTIMETERS
 NP0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0563+STABILITY: POSITION/ELEVATION WELL
 NP0563_ROD/PIPE-DEPTH: 0.9 meters
 NP0563
 NP0563  HISTORY     - Date     Condition        Report By
 NP0563  HISTORY     - 1985     MONUMENTED       NGS
 NP0563
 NP0563                          STATION DESCRIPTION
 NP0563
 NP0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0563'8.1 KM (5.05 MI) NORTH FROM MARSLAND.
 NP0563'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0563'OFFICE AT MARSLAND, THENCE 7.88 KM (4.9 MI) NORTH ALONG THE BURLINGTON
 NP0563'NORTHERN RAILROAD, ON THE SOUTH SIDE OF A SMALL CLEARING, 11 POLES
 NP0563'NORTHWEST OF MILEPOST 405, 30.88 METERS (101.4 FT) NORTHEAST OF THE
 NP0563'NORTHEAST RAIL, 18.81 METERS (61.7 FT) NORTHEAST OF THE 11TH POLE
 NP0563'NORTHWEST OF MILEPOLE 405 AND 3.1 METERS (10.2 FT) SOUTH OF A 24-INCH
 NP0563'PINE TREE.  NOTE--A 1 FOOT DEEP HOLE WAS DUG TO ROCK, THEN A HOLE
 NP0563'18-INCHES DEEP WAS DRILLED, THEN A ROD WAS DRIVEN ABOUT 6-INCHES AND
 NP0563'ANCHORED.  THEN THE HOLE WAS FILLED WITH CONCRETE.  NOTE--ACCESS TO
 NP0563'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0563'THE MARK IS 0.38 METERS  N FROM  A WITNESS POST
 NP0563'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0356 ***********************************************************************
 MN0356  DESIGNATION -  W 417
 MN0356  PID         -  MN0356
 MN0356  STATE/COUNTY-  NE/MORRILL
 MN0356  COUNTRY     -  US
 MN0356  USGS QUAD   -  BROADWATER SW (2017)
 MN0356
 MN0356                         *CURRENT SURVEY CONTROL
 MN0356  ______________________________________________________________________
 MN0356* NAD 83(1986) POSITION- 41 35 05.     (N) 102 59 04.     (W)   SCALED
 MN0356* NAVD 88 ORTHO HEIGHT -  1146.293 (meters)     3760.80  (feet) ADJUSTED
 MN0356  ______________________________________________________________________
 MN0356  GEOID HEIGHT    -        -19.657 (meters)                     GEOID18
 MN0356  DYNAMIC HEIGHT  -       1145.562 (meters)     3758.40  (feet) COMP
 MN0356  MODELED GRAVITY -    979,946.4   (mgal)                       NAVD 88
 MN0356
 MN0356  VERT ORDER      -  FIRST     CLASS II
 MN0356
 MN0356.The horizontal coordinates were scaled from a map and have
 MN0356.an estimated accuracy of +/- 6 seconds.
 MN0356
 MN0356.The orthometric height was determined by differential leveling and
 MN0356.adjusted by the NATIONAL GEODETIC SURVEY
 MN0356.in June 1991.
 MN0356
 MN0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0356.GEOID18 height accuracy estimate available here.
 MN0356
 MN0356.Click photographs - Photos may exist for this station.
 MN0356
 MN0356.The dynamic height is computed by dividing the NAVD 88
 MN0356.geopotential number by the normal gravity value computed on the
 MN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0356.degrees latitude (g = 980.6199 gals.).
 MN0356
 MN0356.The modeled gravity was interpolated from observed gravity values.
 MN0356
 MN0356;                    North         East    Units  Estimated Accuracy
 MN0356;SPC NE       -   198,740.      251,270.      MT  (+/- 180 meters Scaled)
 MN0356
 MN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680056(NAD 83)
 MN0356
 MN0356                          SUPERSEDED SURVEY CONTROL
 MN0356
 MN0356.No superseded survey control is available for this station.
 MN0356
 MN0356_MARKER: I = METAL ROD
 MN0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0356_STAMPING: W 417 1985
 MN0356_MARK LOGO: NGS
 MN0356_PROJECTION: FLUSH
 MN0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0356+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0356_ROD/PIPE-DEPTH: 13.4 meters
 MN0356
 MN0356  HISTORY     - Date     Condition        Report By
 MN0356  HISTORY     - 1985     MONUMENTED       NGS
 MN0356  HISTORY     - 20070417 GOOD             NEDR
 MN0356
 MN0356                          STATION DESCRIPTION
 MN0356
 MN0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0356'14.4 KM (8.95 MI) SE FROM BRIDGEPORT.
 MN0356'14.4 KM (8.95 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0356'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A CONCRETE RIGHT OF WAY
 MN0356'POST, 19.2 METERS (63 FT) WEST OF THE HIGHWAY CENTERLINE, 4 METERS
 MN0356'(137 FT) SOUTHWEST OF THE SOUTH END OF A CONCRETE HEADWALL FOR A
 MN0356'CATTLE CULVERT UNDER THE HIGHWAY, 17.7 METERS (58 FT) SOUTH OF A
 MN0356'SECTION LINE FENCE CORNER POST, 0.6 METER (2 FT) WEST OF THE RIGHT OF
 MN0356'WAY POST AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 MN0356'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0356'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 MN0356'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 MN0356
 MN0356                          STATION RECOVERY (2007)
 MN0356
 MN0356'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0356'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0381 ***********************************************************************
 MN0381  DESIGNATION -  W 418
 MN0381  PID         -  MN0381
 MN0381  STATE/COUNTY-  NE/CHEYENNE
 MN0381  COUNTRY     -  US
 MN0381  USGS QUAD   -  SIDNEY (2017)
 MN0381
 MN0381                         *CURRENT SURVEY CONTROL
 MN0381  ______________________________________________________________________
 MN0381* NAD 83(1986) POSITION- 41 07 50.9    (N) 102 58 37.9    (W)   HD_HELD2
 MN0381* NAVD 88 ORTHO HEIGHT -  1251.199 (meters)     4104.98  (feet) ADJUSTED
 MN0381  ______________________________________________________________________
 MN0381  GEOID HEIGHT    -        -19.782 (meters)                     GEOID18
 MN0381  DYNAMIC HEIGHT  -       1250.321 (meters)     4102.09  (feet) COMP
 MN0381  MODELED GRAVITY -    979,879.0   (mgal)                       NAVD 88
 MN0381
 MN0381  VERT ORDER      -  FIRST     CLASS II
 MN0381
 MN0381.The horizontal coordinates were established by autonomous hand held GPS
 MN0381.observations and have an estimated accuracy of +/- 10 meters.
 MN0381
 MN0381.The orthometric height was determined by differential leveling and
 MN0381.adjusted by the NATIONAL GEODETIC SURVEY
 MN0381.in June 1991.
 MN0381
 MN0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0381.GEOID18 height accuracy estimate available here.
 MN0381
 MN0381.Click photographs - Photos may exist for this station.
 MN0381
 MN0381.The dynamic height is computed by dividing the NAVD 88
 MN0381.geopotential number by the normal gravity value computed on the
 MN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0381.degrees latitude (g = 980.6199 gals.).
 MN0381
 MN0381.The modeled gravity was interpolated from observed gravity values.
 MN0381
 MN0381;                    North         East    Units  Estimated Accuracy
 MN0381;SPC NE       -   148,355.      250,138.      MT  (+/- 10 meters HH2 GPS)
 MN0381
 MN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6978955249(NAD 83)
 MN0381
 MN0381                          SUPERSEDED SURVEY CONTROL
 MN0381
 MN0381.No superseded survey control is available for this station.
 MN0381
 MN0381_MARKER: F = FLANGE-ENCASED ROD
 MN0381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0381_STAMPING: W 418 1985
 MN0381_MARK LOGO: NGS
 MN0381_PROJECTION: FLUSH
 MN0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0381+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 MN0381_ROD/PIPE-DEPTH: 9.1 meters
 MN0381
 MN0381  HISTORY     - Date     Condition        Report By
 MN0381  HISTORY     - 1985     MONUMENTED       NGS
 MN0381  HISTORY     - 20170525 GOOD             GEOCAC
 MN0381
 MN0381                          STATION DESCRIPTION
 MN0381
 MN0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0381'IN SIDNEY.
 MN0381'IN SIDNEY, AT THE NORTH STONE PILLAR OF THE ENTRANCE TO THE LEGION
 MN0381'PARK, AT THE JUNCTION OF 11 TH AVENUE AND LODGEPOLE ROAD, 3.0 METERS
 MN0381'(10 FT) EAST OF THE EAST CURB OF THE AVENUE, 1.5 METERS (5 FT) NORTH
 MN0381'OF THE NORTH FACE OF THE MOST NORTH ONE OF THREE STONE PILLARS,
 MN0381'2.1 METERS (7 FT) NORTHWEST OF A STOP SIGN, 2.4 METERS (8 FT)
 MN0381'EAST-NORTHEAST OF A POWER POLE WITH A STREET LITE ATTACHED AND
 MN0381'8.8 METERS (29 FT) NORTH OF THE CENTER OF AN ASPHALT ROAD ENTRANCE
 MN0381'DRIVE TO THE PARK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0381'5-INCH LOGO CAP.
 MN0381'THE MARK IS 0.3 M ABOVE THE AVENUE.
 MN0381
 MN0381                          STATION RECOVERY (2017)
 MN0381
 MN0381'RECOVERY NOTE BY GEOCACHING 2017 (RCF)
 MN0381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0972 ***********************************************************************
 LH0972  CBN         -  This is a Cooperative Base Network Control Station.
 LH0972  DESIGNATION -  W 423
 LH0972  PID         -  LH0972
 LH0972  STATE/COUNTY-  NE/GOSPER
 LH0972  COUNTRY     -  US
 LH0972  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0972
 LH0972                         *CURRENT SURVEY CONTROL
 LH0972  ______________________________________________________________________
 LH0972* NAD 83(2011) POSITION- 40 27 08.69397(N) 099 53 12.33793(W)   ADJUSTED
 LH0972* NAD 83(2011) ELLIP HT-   725.206 (meters)        (06/27/12)   ADJUSTED
 LH0972* NAD 83(2011) EPOCH   -  2010.00
 LH0972* NAVD 88 ORTHO HEIGHT -   749.733 (meters)     2459.75  (feet) ADJUSTED
 LH0972  ______________________________________________________________________
 LH0972  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 LH0972  NAD 83(2011) X  -   -834,609.389 (meters)                     COMP
 LH0972  NAD 83(2011) Y  - -4,788,629.101 (meters)                     COMP
 LH0972  NAD 83(2011) Z  -  4,116,810.990 (meters)                     COMP
 LH0972  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 LH0972  DYNAMIC HEIGHT  -        749.255 (meters)     2458.18  (feet) COMP
 LH0972  MODELED GRAVITY -    979,962.6   (mgal)                       NAVD 88
 LH0972
 LH0972  VERT ORDER      -  FIRST     CLASS II
 LH0972
 LH0972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH0972  Standards:
 LH0972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH0972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH0972  -------------------------------------------------------------------
 LH0972  NETWORK    0.49   1.31           0.23   0.16   0.67     -0.01568531
 LH0972  -------------------------------------------------------------------
 LH0972  Click here for local accuracies and other accuracy information.
 LH0972
 LH0972.The horizontal coordinates were established by GPS observations
 LH0972.and adjusted by the National Geodetic Survey in June 2012.
 LH0972
 LH0972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH0972.been affixed to the stable North American tectonic plate. See 
 LH0972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH0972
 LH0972.The horizontal coordinates are valid at the epoch date displayed above
 LH0972.which is a decimal equivalence of Year/Month/Day.
 LH0972
 LH0972.The orthometric height was determined by differential leveling and
 LH0972.adjusted by the NATIONAL GEODETIC SURVEY
 LH0972.in June 1991.
 LH0972
 LH0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0972.GEOID18 height accuracy estimate available here.
 LH0972
 LH0972.Click photographs - Photos may exist for this station.
 LH0972
 LH0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0972
 LH0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH0972
 LH0972.The ellipsoidal height was determined by GPS observations
 LH0972.and is referenced to NAD 83.
 LH0972
 LH0972.The dynamic height is computed by dividing the NAVD 88
 LH0972.geopotential number by the normal gravity value computed on the
 LH0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0972.degrees latitude (g = 980.6199 gals.).
 LH0972
 LH0972.The modeled gravity was interpolated from observed gravity values.
 LH0972
 LH0972. The following values were computed from the NAD 83(2011) position.
 LH0972
 LH0972;                    North         East     Units Scale Factor Converg.
 LH0972;SPC NE       -    68,743.593   509,604.161   MT  0.99982604   +0 04 30.2
 LH0972;SPC NE       -   225,536.27  1,671,926.32   sFT  0.99982604   +0 04 30.2
 LH0972;UTM  14      - 4,478,350.369   424,807.814   MT  0.99966959   -0 34 31.3
 LH0972
 LH0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0972!SPC NE       -   0.99988625  x   0.99982604  =   0.99971231
 LH0972!UTM  14      -   0.99988625  x   0.99966959  =   0.99955588
 LH0972
 LH0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2480778350(NAD 83)
 LH0972
 LH0972                          SUPERSEDED SURVEY CONTROL
 LH0972
 LH0972  NAD 83(2007)-  40 27 08.69390(N)    099 53 12.33855(W) AD(2002.00) 0
 LH0972  ELLIP H (02/10/07)  725.229  (m)                       GP(2002.00)    
 LH0972  ELLIP H (09/24/01)  725.207  (m)                       GP(       ) 4 1
 LH0972  NAD 83(1995)-  40 27 08.69363(N)    099 53 12.33798(W) AD(       ) B
 LH0972  ELLIP H (06/25/96)  725.264  (m)                       GP(       ) 1 1
 LH0972  NAVD 88             749.73   (m)         2459.7    (f) LEVELING    3  
 LH0972  NGVD 29 (02/14/92)  749.431  (m)         2458.76   (f) ADJUSTED    1 2
 LH0972
 LH0972.Superseded values are not recommended for survey control.
 LH0972
 LH0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0972.See file dsdata.pdf to determine how the superseded data were derived.
 LH0972
 LH0972_MARKER: F = FLANGE-ENCASED ROD
 LH0972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0972_STAMPING: W 423 1986
 LH0972_MARK LOGO: NGS
 LH0972_PROJECTION: FLUSH
 LH0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0972+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2018
 LH0972_ROD/PIPE-DEPTH: 17.0 meters
 LH0972
 LH0972  HISTORY     - Date     Condition        Report By
 LH0972  HISTORY     - 1986     MONUMENTED       NGS
 LH0972  HISTORY     - 19950424 GOOD             NGS
 LH0972  HISTORY     - 20180102 GOOD             NEGS
 LH0972
 LH0972                          STATION DESCRIPTION
 LH0972
 LH0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0972'16.5 KM (10.25 MI) NORTH FROM ARAPAHOE.
 LH0972'16.53 KM (10.33 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0972'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION
 LH0972'OF A DIRT ROAD, 0.5 KM (0.3 MI) NORTH OF MILEPOST 31, 18.3 METERS
 LH0972'(60 FT) EAST OF THE HIGHWAY CENTERLINE, 17.5 METERS (57.5 FT) SOUTH OF
 LH0972'THE CENTER OF THE ROAD, 9.0 METERS (29.5 FT) SOUTH OF A CONCRETE RIGHT
 LH0972'OF WAY POST, 9.0 METERS (29.5 FT) SOUTH OF A FENCE CORNER AND
 LH0972'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 LH0972'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0972'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0972'THE MARK IS 2.1 M BELOW THE HIGHWAY.
 LH0972
 LH0972                          STATION RECOVERY (1995)
 LH0972
 LH0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH0972'THE MARK IS LOCATED 16.53 KM (10.25 MI) NORTH ALONG U.S. HIGHWAY 283
 LH0972'FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 34 AT ARAPAHOE, IN THE
 LH0972'SOUTHEAST ANGLE OF THE JUNCTION WITH A GRAVELED COUNTY ROAD, ON THE
 LH0972'EAST RIGHT-OF-WAY OF THE HIGHWAY AND IN THE NORTHWEST CORNER, SEC36,
 LH0972'T6N, R23W.  THE MARK IS A STAINLESS STEEL ROD SET WITHIN A 5-IN PVC
 LH0972'PIPE WITH A LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 18.3 M
 LH0972'(60.0 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 17.5 M (57.4 FT)
 LH0972'SOUTH FROM THE CENTERLINE OF THE COUNTY ROAD, 9.0 M (29.5 FT) SOUTH
 LH0972'FROM A FENCE CORNER, 0.3 M (1.0 FT) WEST FROM THE EAST RIGHT-OF-WAY
 LH0972'FENCE, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST AND ABOUT 2.0 M (6.6
 LH0972'FT) LOWER THAN THE HIGHWAY.
 LH0972
 LH0972                          STATION RECOVERY (2018)
 LH0972
 LH0972'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 LH0972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0994 ***********************************************************************
 LH0994  DESIGNATION -  W 425
 LH0994  PID         -  LH0994
 LH0994  STATE/COUNTY-  NE/DAWSON
 LH0994  COUNTRY     -  US
 LH0994  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0994
 LH0994                         *CURRENT SURVEY CONTROL
 LH0994  ______________________________________________________________________
 LH0994* NAD 83(1986) POSITION- 40 46 08.     (N) 099 42 38.     (W)   SCALED
 LH0994* NAVD 88 ORTHO HEIGHT -   724.887 (meters)     2378.23  (feet) ADJUSTED
 LH0994  ______________________________________________________________________
 LH0994  GEOID HEIGHT    -        -23.876 (meters)                     GEOID18
 LH0994  DYNAMIC HEIGHT  -        724.463 (meters)     2376.84  (feet) COMP
 LH0994  MODELED GRAVITY -    980,015.5   (mgal)                       NAVD 88
 LH0994
 LH0994  VERT ORDER      -  FIRST     CLASS II
 LH0994
 LH0994.The horizontal coordinates were scaled from a map and have
 LH0994.an estimated accuracy of +/- 6 seconds.
 LH0994
 LH0994.The orthometric height was determined by differential leveling and
 LH0994.adjusted by the NATIONAL GEODETIC SURVEY
 LH0994.in June 1991.
 LH0994
 LH0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0994.GEOID18 height accuracy estimate available here.
 LH0994
 LH0994.Click photographs - Photos may exist for this station.
 LH0994
 LH0994.The dynamic height is computed by dividing the NAVD 88
 LH0994.geopotential number by the normal gravity value computed on the
 LH0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0994.degrees latitude (g = 980.6199 gals.).
 LH0994
 LH0994.The modeled gravity was interpolated from observed gravity values.
 LH0994
 LH0994;                    North         East    Units  Estimated Accuracy
 LH0994;SPC NE       -   103,910.      524,430.      MT  (+/- 180 meters Scaled)
 LH0994
 LH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML400133(NAD 83)
 LH0994
 LH0994                          SUPERSEDED SURVEY CONTROL
 LH0994
 LH0994  NGVD 29 (02/14/92)  724.613  (m)         2377.33   (f) ADJUSTED    1 2
 LH0994
 LH0994.Superseded values are not recommended for survey control.
 LH0994
 LH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0994.See file dsdata.pdf to determine how the superseded data were derived.
 LH0994
 LH0994_MARKER: I = METAL ROD
 LH0994_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0994_STAMPING: W 425 1986
 LH0994_MARK LOGO: NGS
 LH0994_PROJECTION: FLUSH
 LH0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0994_ROD/PIPE-DEPTH: 11.0 meters
 LH0994
 LH0994  HISTORY     - Date     Condition        Report By
 LH0994  HISTORY     - 1986     MONUMENTED       NGS
 LH0994
 LH0994                          STATION DESCRIPTION
 LH0994
 LH0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0994'2.5 KM (1.55 MI) SE FROM LEXINGTON.
 LH0994'2.5 KM (1.55 MI ) SOUTHEAST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0994'283 OVERPASS BRIDGE AT LEXINGTON, IN THE SOUTHEAST CORNER OF THE
 LH0994'JUNCTION OF A PAVED ROAD, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 239,
 LH0994'66.6 METERS (218.5 FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD
 LH0994'FROM THE HIGHWAY CENTERLINE, 25.4 METERS (83.5 FT) NORTHEAST OF THE
 LH0994'EXTENDED CENTER OF THE PAVED ROAD, 21.3 METERS (70 FT) SOUTHWEST OF
 LH0994'THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS AND 15.5 METERS (51
 LH0994'FT) EAST OF THE CENTER OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS
 LH0994'HAD THROUGH A 5-INCH LOGO CAP.
 LH0994'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH0994'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0348 ***********************************************************************
 MM0348  DESIGNATION -  W 426
 MM0348  PID         -  MM0348
 MM0348  STATE/COUNTY-  NE/LINCOLN
 MM0348  COUNTRY     -  US
 MM0348  USGS QUAD   -  MAXWELL (2017)
 MM0348
 MM0348                         *CURRENT SURVEY CONTROL
 MM0348  ______________________________________________________________________
 MM0348* NAD 83(1986) POSITION- 41 05 02.     (N) 100 32 34.     (W)   SCALED
 MM0348* NAVD 88 ORTHO HEIGHT -   830.290 (meters)     2724.04  (feet) ADJUSTED
 MM0348  ______________________________________________________________________
 MM0348  GEOID HEIGHT    -        -22.530 (meters)                     GEOID18
 MM0348  DYNAMIC HEIGHT  -        829.794 (meters)     2722.42  (feet) COMP
 MM0348  MODELED GRAVITY -    979,998.8   (mgal)                       NAVD 88
 MM0348
 MM0348  VERT ORDER      -  FIRST     CLASS II
 MM0348
 MM0348.The horizontal coordinates were scaled from a map and have
 MM0348.an estimated accuracy of +/- 6 seconds.
 MM0348
 MM0348.The orthometric height was determined by differential leveling and
 MM0348.adjusted by the NATIONAL GEODETIC SURVEY
 MM0348.in June 1991.
 MM0348
 MM0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0348.GEOID18 height accuracy estimate available here.
 MM0348
 MM0348.Click photographs - Photos may exist for this station.
 MM0348
 MM0348.The dynamic height is computed by dividing the NAVD 88
 MM0348.geopotential number by the normal gravity value computed on the
 MM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0348.degrees latitude (g = 980.6199 gals.).
 MM0348
 MM0348.The modeled gravity was interpolated from observed gravity values.
 MM0348
 MM0348;                    North         East    Units  Estimated Accuracy
 MM0348;SPC NE       -   138,990.      454,410.      MT  (+/- 180 meters Scaled)
 MM0348
 MM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL704492(NAD 83)
 MM0348
 MM0348                          SUPERSEDED SURVEY CONTROL
 MM0348
 MM0348  NGVD 29 (02/14/92)  829.942  (m)         2722.90   (f) ADJUSTED    1 2
 MM0348
 MM0348.Superseded values are not recommended for survey control.
 MM0348
 MM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0348.See file dsdata.pdf to determine how the superseded data were derived.
 MM0348
 MM0348_MARKER: DV = VERTICAL CONTROL DISK
 MM0348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0348_SP_SET: BRIDGE ABUTMENT
 MM0348_STAMPING: W 426 1986
 MM0348_MARK LOGO: NGS
 MM0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0348
 MM0348  HISTORY     - Date     Condition        Report By
 MM0348  HISTORY     - 1986     MONUMENTED       NGS
 MM0348
 MM0348                          STATION DESCRIPTION
 MM0348
 MM0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0348'2.2 KM (1.35 MI) NW FROM MAXWELL.
 MM0348'2.2 KM (1.35 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0348'AT MAXWELL, VERTICALLY, IN THE SOUTHWEST FACE AND THE SOUTHEAST END OF
 MM0348'THE SOUTHWEST ONE OF TWO CONCRETE PIER FOUNDATIONS FOR THE HIGHWAY
 MM0348'BRIDGE OVER THE UNION PACIFIC RAILROAD, 5.9 METERS (19.5 FT) SOUTHWEST
 MM0348'OF THE SOUTHWEST RAIL, 0.9 METER (3 FT) NORTHWEST OF THE SOUTHEAST END
 MM0348'OF THE FOUNDATION AND 1.5 METERS (5 FT) ABOVE THE GROUND.
 MM0348'THE MARK IS 8.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1343 ***********************************************************************
 MJ1343  DESIGNATION -  W 428
 MJ1343  PID         -  MJ1343
 MJ1343  STATE/COUNTY-  NE/DOUGLAS
 MJ1343  COUNTRY     -  US
 MJ1343  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1343
 MJ1343                         *CURRENT SURVEY CONTROL
 MJ1343  ______________________________________________________________________
 MJ1343* NAD 83(1986) POSITION- 41 13 18.     (N) 095 59 12.     (W)   SCALED
 MJ1343* NAVD 88 ORTHO HEIGHT -   345.153 (meters)     1132.39  (feet) ADJUSTED
 MJ1343  ______________________________________________________________________
 MJ1343  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 MJ1343  DYNAMIC HEIGHT  -        345.008 (meters)     1131.91  (feet) COMP
 MJ1343  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 MJ1343
 MJ1343  VERT ORDER      -  FIRST     CLASS II
 MJ1343
 MJ1343.The horizontal coordinates were scaled from a map and have
 MJ1343.an estimated accuracy of +/- 6 seconds.
 MJ1343
 MJ1343.The orthometric height was determined by differential leveling and
 MJ1343.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1343.in June 1991.
 MJ1343
 MJ1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1343.GEOID18 height accuracy estimate available here.
 MJ1343
 MJ1343.Click photographs - Photos may exist for this station.
 MJ1343
 MJ1343.The dynamic height is computed by dividing the NAVD 88
 MJ1343.geopotential number by the normal gravity value computed on the
 MJ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1343.degrees latitude (g = 980.6199 gals.).
 MJ1343
 MJ1343.The modeled gravity was interpolated from observed gravity values.
 MJ1343
 MJ1343;                    North         East    Units  Estimated Accuracy
 MJ1343;SPC NE       -   161,950.      836,300.      MT  (+/- 180 meters Scaled)
 MJ1343
 MJ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF496676(NAD 83)
 MJ1343
 MJ1343                          SUPERSEDED SURVEY CONTROL
 MJ1343
 MJ1343.No superseded survey control is available for this station.
 MJ1343
 MJ1343_MARKER: I = METAL ROD
 MJ1343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1343_STAMPING: W 428 1989
 MJ1343_MARK LOGO: NGS
 MJ1343_PROJECTION: FLUSH
 MJ1343_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1343+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 MJ1343_ROD/PIPE-DEPTH: 15.0 meters
 MJ1343
 MJ1343  HISTORY     - Date     Condition        Report By
 MJ1343  HISTORY     - 1989     MONUMENTED       NGS
 MJ1343  HISTORY     - 20051025 GOOD             NEDR
 MJ1343  HISTORY     - 20110223 GOOD             INDIV
 MJ1343
 MJ1343                          STATION DESCRIPTION
 MJ1343
 MJ1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1343'1.5 KM (0.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 MJ1343'JUNCTION WITH 60TH STREET IN OMAHA, 33.5 M (109.9 FT) SOUTH OF A
 MJ1343'RIGHT-OF-WAY FENCE, 26.1 M (85.6 FT) NORTH OF THE NEAR RAIL, 1.1 M
 MJ1343'(3.6 FT) WEST OF UTILITY POLE NUMBER 7, 0.3 M (1.0 FT) EAST OF A
 MJ1343'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 MJ1343'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MJ1343
 MJ1343                          STATION RECOVERY (2005)
 MJ1343
 MJ1343'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MJ1343'RECOVERED IN GOOD CONDITION.
 MJ1343
 MJ1343                          STATION RECOVERY (2011)
 MJ1343
 MJ1343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ1343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1350 ***********************************************************************
 MJ1350  DESIGNATION -  W 429
 MJ1350  PID         -  MJ1350
 MJ1350  STATE/COUNTY-  NE/DOUGLAS
 MJ1350  COUNTRY     -  US
 MJ1350  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1350
 MJ1350                         *CURRENT SURVEY CONTROL
 MJ1350  ______________________________________________________________________
 MJ1350* NAD 83(1986) POSITION- 41 14 31.     (N) 095 55 05.     (W)   SCALED
 MJ1350* NAVD 88 ORTHO HEIGHT -   300.200 (meters)      984.91  (feet) ADJUSTED
 MJ1350  ______________________________________________________________________
 MJ1350  GEOID HEIGHT    -        -27.498 (meters)                     GEOID18
 MJ1350  DYNAMIC HEIGHT  -        300.076 (meters)      984.50  (feet) COMP
 MJ1350  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 MJ1350
 MJ1350  VERT ORDER      -  FIRST     CLASS II
 MJ1350
 MJ1350.The horizontal coordinates were scaled from a map and have
 MJ1350.an estimated accuracy of +/- 6 seconds.
 MJ1350
 MJ1350.The orthometric height was determined by differential leveling and
 MJ1350.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1350.in June 1991.
 MJ1350
 MJ1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1350.GEOID18 height accuracy estimate available here.
 MJ1350
 MJ1350.Click photographs - Photos may exist for this station.
 MJ1350
 MJ1350.The dynamic height is computed by dividing the NAVD 88
 MJ1350.geopotential number by the normal gravity value computed on the
 MJ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1350.degrees latitude (g = 980.6199 gals.).
 MJ1350
 MJ1350.The modeled gravity was interpolated from observed gravity values.
 MJ1350
 MJ1350;                    North         East    Units  Estimated Accuracy
 MJ1350;SPC NE       -   164,470.      841,940.      MT  (+/- 180 meters Scaled)
 MJ1350
 MJ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF554697(NAD 83)
 MJ1350
 MJ1350                          SUPERSEDED SURVEY CONTROL
 MJ1350
 MJ1350.No superseded survey control is available for this station.
 MJ1350
 MJ1350_MARKER: DV = VERTICAL CONTROL DISK
 MJ1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ1350_SP_SET: FOOTING
 MJ1350_STAMPING: W 429 1989
 MJ1350_MARK LOGO: NGS
 MJ1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1350+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1350
 MJ1350  HISTORY     - Date     Condition        Report By
 MJ1350  HISTORY     - 1989     MONUMENTED       NGS
 MJ1350
 MJ1350                          STATION DESCRIPTION
 MJ1350
 MJ1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1350'IN OMAHA, AT 115 HICKORY STREET, IN THE SOUTHEAST CORNER OF THE
 MJ1350'CONCRETE FOOTING OF THE NORTHEAST LEG OF POWER LINE TOWER NUMBER 47,
 MJ1350'111.0 M (364.2 FT) SOUTH OF THE SOUTHWEST CORNER OF THE DIAL
 MJ1350'CORPORATION AT 115 HICKORY STREET, 22.3 M (73.2 FT) WEST OF THE NEAR
 MJ1350'RAIL OF THE BURLINGTON RAILROAD, 17.6 M (57.7 FT) WEST OF THE CENTER
 MJ1350'OF A GRAVELED ROAD, 1.5 M (4.9 FT) NORTH OF THE EXTENDED CENTER OF A
 MJ1350'ROAD LEADING EAST TO A LEVEE, AND 0.5 M (1.6 FT) ABOVE THE GROUND
 MJ1350'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0541 ***********************************************************************
 NO0541  DESIGNATION -  W 431
 NO0541  PID         -  NO0541
 NO0541  STATE/COUNTY-  NE/CHERRY
 NO0541  COUNTRY     -  US
 NO0541  USGS QUAD   -  KENNEDY (2017)
 NO0541
 NO0541                         *CURRENT SURVEY CONTROL
 NO0541  ______________________________________________________________________
 NO0541* NAD 83(1986) POSITION- 42 31 41.64   (N) 100 51 40.10   (W)   HD_HELD1
 NO0541* NAVD 88 ORTHO HEIGHT -   927.936 (meters)     3044.40  (feet) ADJUSTED
 NO0541  ______________________________________________________________________
 NO0541  GEOID HEIGHT    -        -20.870 (meters)                     GEOID18
 NO0541  DYNAMIC HEIGHT  -        927.507 (meters)     3043.00  (feet) COMP
 NO0541  MODELED GRAVITY -    980,126.8   (mgal)                       NAVD 88
 NO0541
 NO0541  VERT ORDER      -  FIRST     CLASS II
 NO0541
 NO0541.The horizontal coordinates were determined by differentially corrected
 NO0541.hand held GPS observations or other comparable positioning techniques
 NO0541.and have an estimated accuracy of +/- 3 meters.
 NO0541
 NO0541.The orthometric height was determined by differential leveling and
 NO0541.adjusted by the NATIONAL GEODETIC SURVEY
 NO0541.in June 1994.
 NO0541
 NO0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0541.GEOID18 height accuracy estimate available here.
 NO0541
 NO0541.Click photographs - Photos may exist for this station.
 NO0541
 NO0541.The dynamic height is computed by dividing the NAVD 88
 NO0541.geopotential number by the normal gravity value computed on the
 NO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0541.degrees latitude (g = 980.6199 gals.).
 NO0541
 NO0541.The modeled gravity was interpolated from observed gravity values.
 NO0541
 NO0541;                    North         East    Units  Estimated Accuracy
 NO0541;SPC NE       -   299,570.9     429,261.1     MT  (+/- 3 meters HH1 GPS) 
 NO0541
 NO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4714310106(NAD 83)
 NO0541
 NO0541                          SUPERSEDED SURVEY CONTROL
 NO0541
 NO0541  NGVD 29 (02/14/92)  927.638  (m)         3043.43   (f) ADJUSTED    1 2
 NO0541
 NO0541.Superseded values are not recommended for survey control.
 NO0541
 NO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0541.See file dsdata.pdf to determine how the superseded data were derived.
 NO0541
 NO0541_MARKER: F = FLANGE-ENCASED ROD
 NO0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0541_STAMPING: W 431 1991
 NO0541_MARK LOGO: NGS
 NO0541_PROJECTION: RECESSED 9 CENTIMETERS
 NO0541_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0541+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 NO0541_ROD/PIPE-DEPTH: 10.9 meters
 NO0541
 NO0541  HISTORY     - Date     Condition        Report By
 NO0541  HISTORY     - 1991     MONUMENTED       NGS
 NO0541  HISTORY     - 20200715 GOOD             NEGS
 NO0541
 NO0541                          STATION DESCRIPTION
 NO0541
 NO0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0541'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0541'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 36.8 KM (22.85 MI) WESTERLY
 NO0541'ALONG STATE HIGHWAY SPUR 16B, 115.0 M (377.3 FT) WEST OF THE CENTER
 NO0541'OF A FIELD ENTRANCE, 10.9 M (35.8 FT) SOUTH OF AND LEVEL WITH THE
 NO0541'HIGHWAY CENTER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 NO0541'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0541
 NO0541                          STATION RECOVERY (2020)
 NO0541
 NO0541'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 NO0541'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 97 AND KENNEDY COUNTY ROAD
 NO0541'APPROXIMATELY 34.7 MI (55.8 KM) SOUTH OF VALENTINE, NE., GO EAST ON
 NO0541'KENNEDY COUNTY ROAD APPROXIMATELY 1.74 MI (2.80 KM) TO THE MARK ON THE
 NO0541'RIGHT (SOUTH).  THE MARK IS APPROXIMATELY 380 FT (115.8 M) WEST OF
 NO0541'PASTURE DRIVE (SOUTH), 1.0 FT (0.3 M) NORTH OF ORANGE FIBERGLASS
 NO0541'WITNESS POST AND 36.0 FT (11.0 M) SOUTH OF THE CENTERLINE OF KENNEDY
 NO0541'COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0561 ***********************************************************************
 NO0561  DESIGNATION -  W 432
 NO0561  PID         -  NO0561
 NO0561  STATE/COUNTY-  NE/CHERRY
 NO0561  COUNTRY     -  US
 NO0561  USGS QUAD   -  MAYHEW LAKE (2017)
 NO0561
 NO0561                         *CURRENT SURVEY CONTROL
 NO0561  ______________________________________________________________________
 NO0561* NAD 83(1986) POSITION- 42 15 33.     (N) 101 02 15.     (W)   SCALED
 NO0561* NAVD 88 ORTHO HEIGHT -   989.907 (meters)     3247.72  (feet) ADJUSTED
 NO0561  ______________________________________________________________________
 NO0561  GEOID HEIGHT    -        -20.509 (meters)                     GEOID18
 NO0561  DYNAMIC HEIGHT  -        989.402 (meters)     3246.06  (feet) COMP
 NO0561  MODELED GRAVITY -    980,077.8   (mgal)                       NAVD 88
 NO0561
 NO0561  VERT ORDER      -  FIRST     CLASS II
 NO0561
 NO0561.The horizontal coordinates were scaled from a map and have
 NO0561.an estimated accuracy of +/- 6 seconds.
 NO0561
 NO0561.The orthometric height was determined by differential leveling and
 NO0561.adjusted by the NATIONAL GEODETIC SURVEY
 NO0561.in June 1994.
 NO0561
 NO0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0561.GEOID18 height accuracy estimate available here.
 NO0561
 NO0561.Click photographs - Photos may exist for this station.
 NO0561
 NO0561.The dynamic height is computed by dividing the NAVD 88
 NO0561.geopotential number by the normal gravity value computed on the
 NO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0561.degrees latitude (g = 980.6199 gals.).
 NO0561
 NO0561.The modeled gravity was interpolated from observed gravity values.
 NO0561
 NO0561;                    North         East    Units  Estimated Accuracy
 NO0561;SPC NE       -   269,850.      414,420.      MT  (+/- 180 meters Scaled)
 NO0561
 NO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM319805(NAD 83)
 NO0561
 NO0561                          SUPERSEDED SURVEY CONTROL
 NO0561
 NO0561  NGVD 29 (02/14/92)  989.582  (m)         3246.65   (f) ADJUSTED    1 2
 NO0561
 NO0561.Superseded values are not recommended for survey control.
 NO0561
 NO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0561.See file dsdata.pdf to determine how the superseded data were derived.
 NO0561
 NO0561_MARKER: I = METAL ROD
 NO0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0561_STAMPING: W 432 1991
 NO0561_MARK LOGO: NGS
 NO0561_PROJECTION: FLUSH
 NO0561_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0561+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0561_ROD/PIPE-DEPTH: 12.1 meters
 NO0561
 NO0561  HISTORY     - Date     Condition        Report By
 NO0561  HISTORY     - 1991     MONUMENTED       NGS
 NO0561
 NO0561                          STATION DESCRIPTION
 NO0561
 NO0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0561'24.9 KM (15.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0561'OF STATE HIGHWAY 2 IN MULLEN, 36.4 M (119.4 FT) NORTHEAST OF THE
 NO0561'HIGHWAY CENTERLINE, 13.4 M (44.0 FT) SOUTH OF THE CENTER OF A PAVED
 NO0561'FIELD ENTRANCE, 6.9 M (22.6 FT) NORTHEAST OF A FENCE CORNER, 3.0 M
 NO0561'(9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 NO0561'NORTH-NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0561'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0523 ***********************************************************************
 MM0523  DESIGNATION -  W 433
 MM0523  PID         -  MM0523
 MM0523  STATE/COUNTY-  NE/HOOKER
 MM0523  COUNTRY     -  US
 MM0523  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0523
 MM0523                         *CURRENT SURVEY CONTROL
 MM0523  ______________________________________________________________________
 MM0523* NAD 83(1986) POSITION- 41 50 41.     (N) 101 02 14.     (W)   SCALED
 MM0523* NAVD 88 ORTHO HEIGHT -   979.329 (meters)     3213.02  (feet) ADJUSTED
 MM0523  ______________________________________________________________________
 MM0523  GEOID HEIGHT    -        -20.796 (meters)                     GEOID18
 MM0523  DYNAMIC HEIGHT  -        978.805 (meters)     3211.30  (feet) COMP
 MM0523  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 MM0523
 MM0523  VERT ORDER      -  FIRST     CLASS II
 MM0523
 MM0523.The horizontal coordinates were scaled from a map and have
 MM0523.an estimated accuracy of +/- 6 seconds.
 MM0523
 MM0523.The orthometric height was determined by differential leveling and
 MM0523.adjusted by the NATIONAL GEODETIC SURVEY
 MM0523.in June 1994.
 MM0523
 MM0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0523.GEOID18 height accuracy estimate available here.
 MM0523
 MM0523.Click photographs - Photos may exist for this station.
 MM0523
 MM0523.The dynamic height is computed by dividing the NAVD 88
 MM0523.geopotential number by the normal gravity value computed on the
 MM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0523.degrees latitude (g = 980.6199 gals.).
 MM0523
 MM0523.The modeled gravity was interpolated from observed gravity values.
 MM0523
 MM0523;                    North         East    Units  Estimated Accuracy
 MM0523;SPC NE       -   223,830.      413,890.      MT  (+/- 180 meters Scaled)
 MM0523
 MM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM308345(NAD 83)
 MM0523
 MM0523                          SUPERSEDED SURVEY CONTROL
 MM0523
 MM0523  NGVD 29 (02/14/92)  979.011  (m)         3211.97   (f) ADJUSTED    1 2
 MM0523
 MM0523.Superseded values are not recommended for survey control.
 MM0523
 MM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0523.See file dsdata.pdf to determine how the superseded data were derived.
 MM0523
 MM0523_MARKER: I = METAL ROD
 MM0523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0523_STAMPING: W 433 1991
 MM0523_MARK LOGO: NGS
 MM0523_PROJECTION: FLUSH
 MM0523_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0523+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0523_ROD/PIPE-DEPTH: 13.5 meters
 MM0523
 MM0523  HISTORY     - Date     Condition        Report By
 MM0523  HISTORY     - 1991     MONUMENTED       NGS
 MM0523
 MM0523                          STATION DESCRIPTION
 MM0523
 MM0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0523'22.7 KM (14.10 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0523'OF STATE HIGHWAY 2 IN MULLEN, 66.8 M (219.2 FT) WEST OF THE HIGHWAY
 MM0523'CENTERLINE, 48.2 M (158.1 FT) WEST OF A FENCE CORNER, 8.9 M (29.2 FT)
 MM0523'SOUTH OF THE CENTER OF THE DISMAL RIVER RANCH ENTRANCE ROAD, 1.0 M
 MM0523'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF
 MM0523'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 MM0523'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1432 ***********************************************************************
 LH1432  DESIGNATION -  W 434
 LH1432  PID         -  LH1432
 LH1432  STATE/COUNTY-  NE/DAWSON
 LH1432  COUNTRY     -  US
 LH1432  USGS QUAD   -  OVERTON (2017)
 LH1432
 LH1432                         *CURRENT SURVEY CONTROL
 LH1432  ______________________________________________________________________
 LH1432* NAD 83(1986) POSITION- 40 44 27.     (N) 099 32 16.     (W)   SCALED
 LH1432* NAVD 88 ORTHO HEIGHT -   709.471 (meters)     2327.66  (feet) ADJUSTED
 LH1432  ______________________________________________________________________
 LH1432  GEOID HEIGHT    -        -24.126 (meters)                     GEOID18
 LH1432  DYNAMIC HEIGHT  -        709.050 (meters)     2326.27  (feet) COMP
 LH1432  MODELED GRAVITY -    980,009.2   (mgal)                       NAVD 88
 LH1432
 LH1432  VERT ORDER      -  FIRST     CLASS II
 LH1432
 LH1432.The horizontal coordinates were scaled from a map and have
 LH1432.an estimated accuracy of +/- 6 seconds.
 LH1432
 LH1432.The orthometric height was determined by differential leveling and
 LH1432.adjusted by the NATIONAL GEODETIC SURVEY
 LH1432.in May 1993.
 LH1432
 LH1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1432.GEOID18 height accuracy estimate available here.
 LH1432
 LH1432.Click photographs - Photos may exist for this station.
 LH1432
 LH1432.The dynamic height is computed by dividing the NAVD 88
 LH1432.geopotential number by the normal gravity value computed on the
 LH1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1432.degrees latitude (g = 980.6199 gals.).
 LH1432
 LH1432.The modeled gravity was interpolated from observed gravity values.
 LH1432
 LH1432;                    North         East    Units  Estimated Accuracy
 LH1432;SPC NE       -   100,860.      539,030.      MT  (+/- 180 meters Scaled)
 LH1432
 LH1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML545101(NAD 83)
 LH1432
 LH1432                          SUPERSEDED SURVEY CONTROL
 LH1432
 LH1432  NGVD 29 (02/14/92)  709.203  (m)         2326.78   (f) ADJUSTED    1 2
 LH1432
 LH1432.Superseded values are not recommended for survey control.
 LH1432
 LH1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1432.See file dsdata.pdf to determine how the superseded data were derived.
 LH1432
 LH1432_MARKER: DV = VERTICAL CONTROL DISK
 LH1432_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1432_SP_SET: BUILDING
 LH1432_STAMPING: W 434 1991
 LH1432_MARK LOGO: NGS
 LH1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1432+STABILITY: POSITION/ELEVATION WELL
 LH1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1432+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1432
 LH1432  HISTORY     - Date     Condition        Report By
 LH1432  HISTORY     - 1991     MONUMENTED       NGS
 LH1432
 LH1432                          STATION DESCRIPTION
 LH1432
 LH1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1432'IN OVERTON, SET VERTICALLY IN THE SOUTH FACE OF THE OVERTON PUBLIC
 LH1432'SCHOOL AT 400 7TH STREET, 30.2 M (99.1 FT) NORTH OF THE CENTER OF THE
 LH1432'STREET, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.8 M (2.6
 LH1432'FT) EAST OF THE SOUTHWEST CORNER OF THE SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1458 ***********************************************************************
 LH1458  DESIGNATION -  W 435
 LH1458  PID         -  LH1458
 LH1458  STATE/COUNTY-  NE/HALL
 LH1458  COUNTRY     -  US
 LH1458  USGS QUAD   -  SHELTON (2017)
 LH1458
 LH1458                         *CURRENT SURVEY CONTROL
 LH1458  ______________________________________________________________________
 LH1458* NAD 83(1986) POSITION- 40 47 20.65   (N) 098 42 10.52   (W)   HD_HELD1
 LH1458* NAVD 88 ORTHO HEIGHT -   610.265 (meters)     2002.18  (feet) ADJUSTED
 LH1458  ______________________________________________________________________
 LH1458  GEOID HEIGHT    -        -24.742 (meters)                     GEOID18
 LH1458  DYNAMIC HEIGHT  -        609.929 (meters)     2001.08  (feet) COMP
 LH1458  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 LH1458
 LH1458  VERT ORDER      -  FIRST     CLASS II
 LH1458
 LH1458.The horizontal coordinates were determined by differentially corrected
 LH1458.hand held GPS observations or other comparable positioning techniques
 LH1458.and have an estimated accuracy of +/- 3 meters.
 LH1458
 LH1458.The orthometric height was determined by differential leveling and
 LH1458.adjusted by the NATIONAL GEODETIC SURVEY
 LH1458.in May 1993.
 LH1458
 LH1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1458.GEOID18 height accuracy estimate available here.
 LH1458
 LH1458.Click photographs - Photos may exist for this station.
 LH1458
 LH1458.The dynamic height is computed by dividing the NAVD 88
 LH1458.geopotential number by the normal gravity value computed on the
 LH1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1458.degrees latitude (g = 980.6199 gals.).
 LH1458
 LH1458.The modeled gravity was interpolated from observed gravity values.
 LH1458
 LH1458;                    North         East    Units  Estimated Accuracy
 LH1458;SPC NE       -   106,934.3     609,444.1     MT  (+/- 3 meters HH1 GPS) 
 LH1458
 LH1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2506415384(NAD 83)
 LH1458
 LH1458                          SUPERSEDED SURVEY CONTROL
 LH1458
 LH1458  NGVD 29 (02/14/92)  610.006  (m)         2001.33   (f) ADJUSTED    1 2
 LH1458
 LH1458.Superseded values are not recommended for survey control.
 LH1458
 LH1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1458.See file dsdata.pdf to determine how the superseded data were derived.
 LH1458
 LH1458_MARKER: F = FLANGE-ENCASED ROD
 LH1458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1458_STAMPING: W 435 1991
 LH1458_MARK LOGO: NGS
 LH1458_PROJECTION: PROJECTING 10 CENTIMETERS
 LH1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1458+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 LH1458_ROD/PIPE-DEPTH: 18.3 meters
 LH1458
 LH1458  HISTORY     - Date     Condition        Report By
 LH1458  HISTORY     - 1991     MONUMENTED       NGS
 LH1458  HISTORY     - 20191008 GOOD             NE-109
 LH1458
 LH1458                          STATION DESCRIPTION
 LH1458
 LH1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1458'30.6 KM (19.00 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1458'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 59.8 M (196.2 FT) SOUTH OF THE
 LH1458'CENTERLINE OF THE HIGHWAY, 8.9 M (29.2 FT) WEST OF AND LEVEL WITH THE
 LH1458'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) NORTHWEST OF A FENCE
 LH1458'CORNER, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 LH1458'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1458
 LH1458                          STATION RECOVERY (2019)
 LH1458
 LH1458'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1458'IT IS 185.0 FT (56.4 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30,
 LH1458'29.2 FT (8.9 M) WEST OF THE CENTERLINE OF 190TH ROAD, 43.6 FT (13.3 M)
 LH1458'SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.5 FT (0.5 M)
 LH1458'EAST OF A WITNESS POST, 2.4 FT (0.7 M) NORTHWEST OF A CONCRETE CORNER
 LH1458'FENCE POST AND 7.5 FT (2.3 M) EAST OF AN U.G. FIBER OPTIC WARNING
 LH1458'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1500 ***********************************************************************
 LH1500  DESIGNATION -  W 436
 LH1500  PID         -  LH1500
 LH1500  STATE/COUNTY-  NE/CLAY
 LH1500  COUNTRY     -  US
 LH1500  USGS QUAD   -  HARVARD (2017)
 LH1500
 LH1500                         *CURRENT SURVEY CONTROL
 LH1500  ______________________________________________________________________
 LH1500* NAD 83(1986) POSITION- 40 34 58.5    (N) 098 05 17.2    (W)   HD_HELD2
 LH1500* NAVD 88 ORTHO HEIGHT -   546.086 (meters)     1791.62  (feet) ADJUSTED
 LH1500  ______________________________________________________________________
 LH1500  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 LH1500  DYNAMIC HEIGHT  -        545.781 (meters)     1790.62  (feet) COMP
 LH1500  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 LH1500
 LH1500  VERT ORDER      -  FIRST     CLASS II
 LH1500
 LH1500.The horizontal coordinates were established by autonomous hand held GPS
 LH1500.observations and have an estimated accuracy of +/- 10 meters.
 LH1500
 LH1500.The orthometric height was determined by differential leveling and
 LH1500.adjusted by the NATIONAL GEODETIC SURVEY
 LH1500.in May 1993.
 LH1500
 LH1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1500.GEOID18 height accuracy estimate available here.
 LH1500
 LH1500.Click photographs - Photos may exist for this station.
 LH1500
 LH1500.The dynamic height is computed by dividing the NAVD 88
 LH1500.geopotential number by the normal gravity value computed on the
 LH1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1500.degrees latitude (g = 980.6199 gals.).
 LH1500
 LH1500.The modeled gravity was interpolated from observed gravity values.
 LH1500
 LH1500;                    North         East    Units  Estimated Accuracy
 LH1500;SPC NE       -    85,015.      661,819.      MT  (+/- 10 meters HH2 GPS)
 LH1500
 LH1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7717392858(NAD 83)
 LH1500
 LH1500                          SUPERSEDED SURVEY CONTROL
 LH1500
 LH1500.No superseded survey control is available for this station.
 LH1500
 LH1500_MARKER: I = METAL ROD
 LH1500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1500_STAMPING: W 436 1991
 LH1500_MARK LOGO: NGS
 LH1500_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1500_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1500+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LH1500_ROD/PIPE-DEPTH: 8.6 meters
 LH1500
 LH1500  HISTORY     - Date     Condition        Report By
 LH1500  HISTORY     - 1991     MONUMENTED       NGS
 LH1500  HISTORY     - 20080408 GOOD             JCLS
 LH1500
 LH1500                          STATION DESCRIPTION
 LH1500
 LH1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1500'27.3 KM (16.95 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1500'OF U.S. HIGHWAY 281 IN HASTINGS, 140.0 M (459.3 FT) EAST OF THE
 LH1500'CENTER OF A GRAVELED ROAD, 19.0 M (62.3 FT) NORTH OF THE HIGHWAY
 LH1500'CENTERLINE, 2.4 M (7.9 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER,
 LH1500'1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LH1500'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LH1500'A 5-INCH LOGO CAP.
 LH1500
 LH1500                          STATION RECOVERY (2008)
 LH1500
 LH1500'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LH1500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1282 ***********************************************************************
 LG1282  DESIGNATION -  W 437
 LG1282  PID         -  LG1282
 LG1282  STATE/COUNTY-  NE/SALINE
 LG1282  COUNTRY     -  US
 LG1282  USGS QUAD   -  FRIEND (2017)
 LG1282
 LG1282                         *CURRENT SURVEY CONTROL
 LG1282  ______________________________________________________________________
 LG1282* NAD 83(1986) POSITION- 40 39 19.8    (N) 097 17 17.5    (W)   HD_HELD2
 LG1282* NAVD 88 ORTHO HEIGHT -   478.488 (meters)     1569.84  (feet) ADJUSTED
 LG1282  ______________________________________________________________________
 LG1282  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 LG1282  DYNAMIC HEIGHT  -        478.226 (meters)     1568.98  (feet) COMP
 LG1282  MODELED GRAVITY -    980,063.9   (mgal)                       NAVD 88
 LG1282
 LG1282  VERT ORDER      -  FIRST     CLASS II
 LG1282
 LG1282.The horizontal coordinates were established by autonomous hand held GPS
 LG1282.observations and have an estimated accuracy of +/- 10 meters.
 LG1282
 LG1282.The orthometric height was determined by differential leveling and
 LG1282.adjusted by the NATIONAL GEODETIC SURVEY
 LG1282.in May 1993.
 LG1282
 LG1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1282.GEOID18 height accuracy estimate available here.
 LG1282
 LG1282.Click photographs - Photos may exist for this station.
 LG1282
 LG1282.The dynamic height is computed by dividing the NAVD 88
 LG1282.geopotential number by the normal gravity value computed on the
 LG1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1282.degrees latitude (g = 980.6199 gals.).
 LG1282
 LG1282.The modeled gravity was interpolated from observed gravity values.
 LG1282
 LG1282;                    North         East    Units  Estimated Accuracy
 LG1282;SPC NE       -    94,880.      729,251.      MT  (+/- 10 meters HH2 GPS)
 LG1282
 LG1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4471501924(NAD 83)
 LG1282
 LG1282                          SUPERSEDED SURVEY CONTROL
 LG1282
 LG1282.No superseded survey control is available for this station.
 LG1282
 LG1282_MARKER: DV = VERTICAL CONTROL DISK
 LG1282_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1282_SP_SET: GRAIN ELEVATOR
 LG1282_STAMPING: W 437 1991
 LG1282_MARK LOGO: NGS
 LG1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1282+STABILITY: POSITION/ELEVATION WELL
 LG1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1282+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1282
 LG1282  HISTORY     - Date     Condition        Report By
 LG1282  HISTORY     - 1991     MONUMENTED       NGS
 LG1282
 LG1282                          STATION DESCRIPTION
 LG1282
 LG1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1282'IN FRIEND, SET VERTICALLY IN THE EAST FACE OF A CONCRETE GRAIN
 LG1282'ELEVATOR AT THE FARMERS UNION COOPERATIVE AT 101 MAIN STREET, 42.3 M
 LG1282'(138.8 FT) WEST OF THE CENTER OF THE STREET, 1.3 M (4.3 FT) ABOVE THE
 LG1282'GROUND SURFACE, AND 0.8 M (2.6 FT) SOUTH OF THE SOUTH EDGE OF THE
 LG1282'EAST ENTRANCE TO A TRUCK DUMP.  NOTE--THE MARK IS ON PROPERTY OWNED
 LG1282'BY THE FARMERS UNION COOPERATIVE, CONTACT--DARYL SCHWEER, GENERAL
 LG1282'MANAGER, POST OFFICE BOX 135, FRIEND, NE 68359, TELEPHONE NUMBER
 LG1282'(402)947-4291.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1321 ***********************************************************************
 LG1321  DESIGNATION -  W 438
 LG1321  PID         -  LG1321
 LG1321  STATE/COUNTY-  NE/LANCASTER
 LG1321  COUNTRY     -  US
 LG1321  USGS QUAD   -  LINCOLN (2017)
 LG1321
 LG1321                         *CURRENT SURVEY CONTROL
 LG1321  ______________________________________________________________________
 LG1321* NAD 83(1986) POSITION- 40 45 52.1    (N) 096 39 56.7    (W)   HD_HELD2
 LG1321* NAVD 88 ORTHO HEIGHT -   369.879 (meters)     1213.51  (feet) ADJUSTED
 LG1321  ______________________________________________________________________
 LG1321  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 LG1321  DYNAMIC HEIGHT  -        369.719 (meters)     1212.99  (feet) COMP
 LG1321  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 LG1321
 LG1321  VERT ORDER      -  FIRST     CLASS II
 LG1321
 LG1321.The horizontal coordinates were established by autonomous hand held GPS
 LG1321.observations and have an estimated accuracy of +/- 10 meters.
 LG1321
 LG1321.The orthometric height was determined by differential leveling and
 LG1321.adjusted by the NATIONAL GEODETIC SURVEY
 LG1321.in May 1993.
 LG1321
 LG1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1321.GEOID18 height accuracy estimate available here.
 LG1321
 LG1321.Click photographs - Photos may exist for this station.
 LG1321
 LG1321.The dynamic height is computed by dividing the NAVD 88
 LG1321.geopotential number by the normal gravity value computed on the
 LG1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1321.degrees latitude (g = 980.6199 gals.).
 LG1321
 LG1321.The modeled gravity was interpolated from observed gravity values.
 LG1321
 LG1321;                    North         East    Units  Estimated Accuracy
 LG1321;SPC NE       -   108,809.      781,381.      MT  (+/- 10 meters HH2 GPS)
 LG1321
 LG1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9701915233(NAD 83)
 LG1321
 LG1321                          SUPERSEDED SURVEY CONTROL
 LG1321
 LG1321.No superseded survey control is available for this station.
 LG1321
 LG1321_MARKER: DV = VERTICAL CONTROL DISK
 LG1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG1321_SP_SET: PILE CAP
 LG1321_STAMPING: W 438 1991
 LG1321_MARK LOGO: NGS
 LG1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1321+STABILITY: POSITION/ELEVATION WELL
 LG1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1321+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 LG1321
 LG1321  HISTORY     - Date     Condition        Report By
 LG1321  HISTORY     - 1991     MONUMENTED       NGS
 LG1321  HISTORY     - 20040804 GOOD             USPSQD
 LG1321  HISTORY     - 20050730 GOOD             GEOCAC
 LG1321
 LG1321                          STATION DESCRIPTION
 LG1321
 LG1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1321'3.3 KM (2.05 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1321'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, SET VERTICALLY IN
 LG1321'THE SOUTHWEST END OF THE CONCRETE PILE CAP AT THE NORTHWEST ABUTMENT
 LG1321'OF HIGHWAY BRIDGE NUMBER 46092 SPANNING BEAL SLOUGH, 6.4 M (21.0 FT)
 LG1321'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 LG1321'0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1321
 LG1321                          STATION RECOVERY (2004)
 LG1321
 LG1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1321'MARK FOUND GOOD.  THE 1991 DESCRIPTION IS ACCURATE, EXCEPT SOUTH 14TH
 LG1321'STREET IS NO LONGER U.S. HIGHWAY 77. THE HIGHWAY BRIDGE 46092 IS WEST
 LG1321'OF 40TH STREET.
 LG1321
 LG1321                          STATION RECOVERY (2005)
 LG1321
 LG1321'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1346 ***********************************************************************
 LG1346  DESIGNATION -  W 439
 LG1346  PID         -  LG1346
 LG1346  STATE/COUNTY-  NE/OTOE
 LG1346  COUNTRY     -  US
 LG1346  USGS QUAD   -  SYRACUSE (2017)
 LG1346
 LG1346                         *CURRENT SURVEY CONTROL
 LG1346  ______________________________________________________________________
 LG1346* NAD 83(1986) POSITION- 40 40 01.     (N) 096 08 56.     (W)   SCALED
 LG1346* NAVD 88 ORTHO HEIGHT -   330.196 (meters)     1083.32  (feet) ADJUSTED
 LG1346  ______________________________________________________________________
 LG1346  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 LG1346  DYNAMIC HEIGHT  -        330.029 (meters)     1082.77  (feet) COMP
 LG1346  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 LG1346
 LG1346  VERT ORDER      -  FIRST     CLASS II
 LG1346
 LG1346.The horizontal coordinates were scaled from a map and have
 LG1346.an estimated accuracy of +/- 6 seconds.
 LG1346
 LG1346.The orthometric height was determined by differential leveling and
 LG1346.adjusted by the NATIONAL GEODETIC SURVEY
 LG1346.in May 1993.
 LG1346
 LG1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1346.GEOID18 height accuracy estimate available here.
 LG1346
 LG1346.Click photographs - Photos may exist for this station.
 LG1346
 LG1346.The dynamic height is computed by dividing the NAVD 88
 LG1346.geopotential number by the normal gravity value computed on the
 LG1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1346.degrees latitude (g = 980.6199 gals.).
 LG1346
 LG1346.The modeled gravity was interpolated from observed gravity values.
 LG1346
 LG1346;                    North         East    Units  Estimated Accuracy
 LG1346;SPC NE       -    99,800.      825,460.      MT  (+/- 180 meters Scaled)
 LG1346
 LG1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL410056(NAD 83)
 LG1346
 LG1346                          SUPERSEDED SURVEY CONTROL
 LG1346
 LG1346.No superseded survey control is available for this station.
 LG1346
 LG1346_MARKER: DV = VERTICAL CONTROL DISK
 LG1346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1346_SP_SET: ABUTMENT
 LG1346_STAMPING: W 439 1991
 LG1346_MARK LOGO: NGS
 LG1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1346+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2020
 LG1346
 LG1346  HISTORY     - Date     Condition        Report By
 LG1346  HISTORY     - 1991     MONUMENTED       NGS
 LG1346  HISTORY     - 20200831 GOOD             NEGS
 LG1346
 LG1346                          STATION DESCRIPTION
 LG1346
 LG1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1346'2.6 KM (1.60 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1346'STATE HIGHWAY 50 IN SYRACUSE, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF
 LG1346'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LG1346'49047 SPANNING BROWNELL CREEK, 7.0 M (23.0 FT) NORTH OF THE HIGHWAY
 LG1346'CENTERLINE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LG1346'(0.3 FT) WEST OF THE NORTHEAST CORNER OF THE ABUTMENT.
 LG1346
 LG1346                          STATION RECOVERY (2020)
 LG1346
 LG1346'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1346'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 50
 LG1346'NORTH OF SYRACUSE, NE., GO EAST ON NE. HIGHWAY 2 FOR 1.6 MI (2.6 KM)
 LG1346'TO A BRIDGE AT MILE POST 490.48.  THE MARK IS IN THE ABUTMENT AT THE
 LG1346'NORTHWEST CORNER OF THE EAST BOUND BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1386 ***********************************************************************
 LG1386  DESIGNATION -  W 440
 LG1386  PID         -  LG1386
 LG1386  STATE/COUNTY-  NE/LANCASTER
 LG1386  COUNTRY     -  US
 LG1386  USGS QUAD   -  WALTON (2017)
 LG1386
 LG1386                         *CURRENT SURVEY CONTROL
 LG1386  ______________________________________________________________________
 LG1386* NAD 83(1986) POSITION- 40 48 44.70   (N) 096 36 22.26   (W)   HD_HELD1
 LG1386* NAVD 88 ORTHO HEIGHT -   389.438 (meters)     1277.68  (feet) ADJUSTED
 LG1386  ______________________________________________________________________
 LG1386  GEOID HEIGHT    -        -25.870 (meters)                     GEOID18
 LG1386  DYNAMIC HEIGHT  -        389.273 (meters)     1277.14  (feet) COMP
 LG1386  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 LG1386
 LG1386  VERT ORDER      -  FIRST     CLASS II
 LG1386
 LG1386.The horizontal coordinates were determined by differentially corrected
 LG1386.hand held GPS observations or other comparable positioning techniques
 LG1386.and have an estimated accuracy of +/- 3 meters.
 LG1386
 LG1386.The orthometric height was determined by differential leveling and
 LG1386.adjusted by the NATIONAL GEODETIC SURVEY
 LG1386.in May 1993.
 LG1386
 LG1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1386.GEOID18 height accuracy estimate available here.
 LG1386
 LG1386.Click photographs - Photos may exist for this station.
 LG1386
 LG1386.The dynamic height is computed by dividing the NAVD 88
 LG1386.geopotential number by the normal gravity value computed on the
 LG1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1386.degrees latitude (g = 980.6199 gals.).
 LG1386
 LG1386.The modeled gravity was interpolated from observed gravity values.
 LG1386
 LG1386;                    North         East    Units  Estimated Accuracy
 LG1386;SPC NE       -   114,323.2     786,196.9     MT  (+/- 3 meters HH1 GPS) 
 LG1386
 LG1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0190220691(NAD 83)
 LG1386
 LG1386                          SUPERSEDED SURVEY CONTROL
 LG1386
 LG1386.No superseded survey control is available for this station.
 LG1386
 LG1386_MARKER: F = FLANGE-ENCASED ROD
 LG1386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1386_STAMPING: W 440 1992
 LG1386_MARK LOGO: NGS
 LG1386_PROJECTION: FLUSH
 LG1386_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1386+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2007
 LG1386_ROD/PIPE-DEPTH: 6.7 meters
 LG1386
 LG1386  HISTORY     - Date     Condition        Report By
 LG1386  HISTORY     - 1992     MONUMENTED       NGS
 LG1386  HISTORY     - 20070111 GOOD             NEDR
 LG1386
 LG1386                          STATION DESCRIPTION
 LG1386
 LG1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1386'IN LINCOLN, AT THE INTERSECTION OF O AND 84TH STREETS, 122.0 M
 LG1386'(400.3 FT) SOUTH OF THE CENTER OF O STREET, 28.3 M (92.8 FT)
 LG1386'NORTHEAST OF THE NORTHEAST CORNER OF STILL LIQUOR STORE, 26.5 M
 LG1386'(86.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE DUANE LARSON
 LG1386'CONSTRUCTION COMPANY, 13.5 M (44.3 FT) NORTH OF THE CENTER OF A
 LG1386'DRIVEWAY LEADING TO THE LIQUOR STORE PARKING AREA, 9.4 M (30.8 FT)
 LG1386'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF 84TH STREET, 8.0 M
 LG1386'(26.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO THE
 LG1386'CONSTRUCTION COMPANY, 3.8 M (12.5 FT) WEST OF A UTILITY POLE, 0.3 M
 LG1386'(1.0 FT) ABOVE THE LEVEL OF 84TH STREET, AND 0.1 M (0.3 FT) WEST OF
 LG1386'THE WEST EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1386'THROUGH A 5-INCH LOGO CAP.
 LG1386
 LG1386                          STATION RECOVERY (2007)
 LG1386
 LG1386'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PJS)
 LG1386'THE STILL LIQUOR STORE IS NO LONGER AT THIS LOCATION.  THE BUILDING IS
 LG1386'NOW OCCUPIED BY BMG CERTIFIED PUBLIC ACCOUNTANT AND EDWARD JONES
 LG1386'INVESTMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2458 ***********************************************************************
 AI2458  DESIGNATION -  W 441
 AI2458  PID         -  AI2458
 AI2458  STATE/COUNTY-  NE/PIERCE
 AI2458  COUNTRY     -  US
 AI2458  USGS QUAD   -  PIERCE NW (2017)
 AI2458
 AI2458                         *CURRENT SURVEY CONTROL
 AI2458  ______________________________________________________________________
 AI2458* NAD 83(1986) POSITION- 42 12 21.     (N) 097 43 02.     (W)   SCALED
 AI2458* NAVD 88 ORTHO HEIGHT -   537.502 (meters)     1763.45  (feet) ADJUSTED
 AI2458  ______________________________________________________________________
 AI2458  GEOID HEIGHT    -        -24.832 (meters)                     GEOID18
 AI2458  DYNAMIC HEIGHT  -        537.297 (meters)     1762.78  (feet) COMP
 AI2458  MODELED GRAVITY -    980,223.9   (mgal)                       NAVD 88
 AI2458
 AI2458  VERT ORDER      -  SECOND    CLASS I
 AI2458
 AI2458.The horizontal coordinates were scaled from a map and have
 AI2458.an estimated accuracy of +/- 6 seconds.
 AI2458
 AI2458.The orthometric height was determined by differential leveling and
 AI2458.adjusted by the NATIONAL GEODETIC SURVEY
 AI2458.in July 2002.
 AI2458
 AI2458.No vertical observational check was made to the station.
 AI2458
 AI2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2458.GEOID18 height accuracy estimate available here.
 AI2458
 AI2458.Click photographs - Photos may exist for this station.
 AI2458
 AI2458.The dynamic height is computed by dividing the NAVD 88
 AI2458.geopotential number by the normal gravity value computed on the
 AI2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2458.degrees latitude (g = 980.6199 gals.).
 AI2458
 AI2458.The modeled gravity was interpolated from observed gravity values.
 AI2458
 AI2458;                    North         East    Units  Estimated Accuracy
 AI2458;SPC NE       -   265,900.      688,450.      MT  (+/- 180 meters Scaled)
 AI2458
 AI2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM058734(NAD 83)
 AI2458
 AI2458                          SUPERSEDED SURVEY CONTROL
 AI2458
 AI2458.No superseded survey control is available for this station.
 AI2458
 AI2458_MARKER: F = FLANGE-ENCASED ROD
 AI2458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2458_STAMPING: W 441 1999
 AI2458_MARK LOGO: NGS
 AI2458_PROJECTION: FLUSH
 AI2458_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2458+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 AI2458_ROD/PIPE-DEPTH: 11.0 meters
 AI2458_SLEEVE-DEPTH  : 0.9 meters
 AI2458
 AI2458  HISTORY     - Date     Condition        Report By
 AI2458  HISTORY     - 1999     MONUMENTED       NGS
 AI2458  HISTORY     - 20130423 GOOD             JEOCON
 AI2458
 AI2458                          STATION DESCRIPTION
 AI2458
 AI2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2458'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2458'IN PIERCE, THENCE 14.9 KM (9.25 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2458'90.8 M (297.9 FT) EAST OF THE CENTER OF 540 AVENUE, 10.6 M (34.8 FT)
 AI2458'SOUTH OF THE ROAD CENTER, 4.1 M (13.5 FT) WEST OF THE CENTER OF A
 AI2458'GATE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0
 AI2458'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AI2458'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI2458'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD
 AI2458'RIGHT-OF-WAY.
 AI2458
 AI2458                          STATION RECOVERY (2013)
 AI2458
 AI2458'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013 (BJF)
 AI2458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0172 ***********************************************************************
 MN0172  DESIGNATION -  W 50
 MN0172  PID         -  MN0172
 MN0172  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0172  COUNTRY     -  US
 MN0172  USGS QUAD   -  BAYARD SW (2017)
 MN0172
 MN0172                         *CURRENT SURVEY CONTROL
 MN0172  ______________________________________________________________________
 MN0172* NAD 83(1986) POSITION- 41 48 01.     (N) 103 28 46.     (W)   SCALED
 MN0172* NAVD 88 ORTHO HEIGHT -  1162.288 (meters)     3813.27  (feet) ADJUSTED
 MN0172  ______________________________________________________________________
 MN0172  GEOID HEIGHT    -        -19.363 (meters)                     GEOID18
 MN0172  DYNAMIC HEIGHT  -       1161.531 (meters)     3810.79  (feet) COMP
 MN0172  MODELED GRAVITY -    979,931.5   (mgal)                       NAVD 88
 MN0172
 MN0172  VERT ORDER      -  SECOND    CLASS 0
 MN0172
 MN0172.The horizontal coordinates were scaled from a map and have
 MN0172.an estimated accuracy of +/- 6 seconds.
 MN0172
 MN0172.The orthometric height was determined by differential leveling and
 MN0172.adjusted by the NATIONAL GEODETIC SURVEY
 MN0172.in June 1991.
 MN0172
 MN0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0172.GEOID18 height accuracy estimate available here.
 MN0172
 MN0172.Click photographs - Photos may exist for this station.
 MN0172
 MN0172.The dynamic height is computed by dividing the NAVD 88
 MN0172.geopotential number by the normal gravity value computed on the
 MN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0172.degrees latitude (g = 980.6199 gals.).
 MN0172
 MN0172.The modeled gravity was interpolated from observed gravity values.
 MN0172
 MN0172;                    North         East    Units  Estimated Accuracy
 MN0172;SPC NE       -   224,200.      211,000.      MT  (+/- 180 meters Scaled)
 MN0172
 MN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG263287(NAD 83)
 MN0172
 MN0172                          SUPERSEDED SURVEY CONTROL
 MN0172
 MN0172  NGVD 29 (??/??/92) 1161.649  (m)         3811.18   (f) ADJ UNCH    2 0
 MN0172
 MN0172.Superseded values are not recommended for survey control.
 MN0172
 MN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0172.See file dsdata.pdf to determine how the superseded data were derived.
 MN0172
 MN0172_MARKER: DB = BENCH MARK DISK
 MN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0172_STAMPING: W 50 1934
 MN0172_MARK LOGO: CGS
 MN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0172+STABILITY: SURFACE MOTION
 MN0172
 MN0172  HISTORY     - Date     Condition        Report By
 MN0172  HISTORY     - 1934     MONUMENTED       CGS
 MN0172
 MN0172                          STATION DESCRIPTION
 MN0172
 MN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0172'1.3 MI SE FROM MINATARE.
 MN0172'ABOUT 1.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0172'QUINCY RAILROAD FROM THE STATION AT MINATARE, SCOTTS BLUFF COUNTY,
 MN0172'ABOUT 0.5 MILE NORTHWEST OF MILEPOST 20, 30.7 FEET NORTHEAST OF
 MN0172'THE CENTER OF A ROAD CROSSING, 26.6 FEET EAST OF THE CENTER LINE
 MN0172'OF THE ROAD, AND 22.0 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 MN0172'DISK, STAMPED W 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0004 ***********************************************************************
 MN0004  DESIGNATION -  W 53
 MN0004  PID         -  MN0004
 MN0004  STATE/COUNTY-  NE/GARDEN
 MN0004  COUNTRY     -  US
 MN0004  USGS QUAD   -  CRESCENT LAKE SE (2017)
 MN0004
 MN0004                         *CURRENT SURVEY CONTROL
 MN0004  ______________________________________________________________________
 MN0004* NAD 83(1986) POSITION- 41 35 57.00   (N) 102 20 03.64   (W)   HD_HELD1
 MN0004* NAVD 88 ORTHO HEIGHT -  1111.948 (meters)     3648.12  (feet) ADJUSTED
 MN0004  ______________________________________________________________________
 MN0004  GEOID HEIGHT    -        -19.760 (meters)                     GEOID18
 MN0004  DYNAMIC HEIGHT  -       1111.260 (meters)     3645.86  (feet) COMP
 MN0004  MODELED GRAVITY -    979,965.9   (mgal)                       NAVD 88
 MN0004
 MN0004  VERT ORDER      -  SECOND    CLASS 0
 MN0004
 MN0004.The horizontal coordinates were determined by differentially corrected
 MN0004.hand held GPS observations or other comparable positioning techniques
 MN0004.and have an estimated accuracy of +/- 3 meters.
 MN0004
 MN0004.The orthometric height was determined by differential leveling and
 MN0004.adjusted by the NATIONAL GEODETIC SURVEY
 MN0004.in June 1991.
 MN0004
 MN0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0004.GEOID18 height accuracy estimate available here.
 MN0004
 MN0004.Click photographs - Photos may exist for this station.
 MN0004
 MN0004.The dynamic height is computed by dividing the NAVD 88
 MN0004.geopotential number by the normal gravity value computed on the
 MN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0004.degrees latitude (g = 980.6199 gals.).
 MN0004
 MN0004.The modeled gravity was interpolated from observed gravity values.
 MN0004
 MN0004;                    North         East    Units  Estimated Accuracy
 MN0004;SPC NE       -   198,678.4     305,478.6     MT  (+/- 3 meters HH1 GPS) 
 MN0004
 MN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2215208706(NAD 83)
 MN0004
 MN0004                          SUPERSEDED SURVEY CONTROL
 MN0004
 MN0004  NGVD 29 (??/??/92) 1111.437  (m)         3646.44   (f) ADJ UNCH    2 0
 MN0004
 MN0004.Superseded values are not recommended for survey control.
 MN0004
 MN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0004.See file dsdata.pdf to determine how the superseded data were derived.
 MN0004
 MN0004_MARKER: DB = BENCH MARK DISK
 MN0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0004_STAMPING: W 53 1934
 MN0004_MARK LOGO: CGS
 MN0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0004+STABILITY: SURFACE MOTION
 MN0004
 MN0004  HISTORY     - Date     Condition        Report By
 MN0004  HISTORY     - 1934     MONUMENTED       CGS
 MN0004  HISTORY     - 1938     GOOD             CGS
 MN0004
 MN0004                          STATION DESCRIPTION
 MN0004
 MN0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0004'14.3 MI N FROM OSHKOSH.
 MN0004'14.3 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0004'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0004'COUNTY, 360 FEET SOUTHWEST OF A BRIDGE OVER BLUE CREEK, 60 FEET
 MN0004'WEST OF THE CENTERLINE OF THE ROAD, 78 FEET SOUTH OF AN
 MN0004'EAST-AND-WEST FENCE, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 MN0004'FENCE.  A STANDARD DISK, STAMPED W 53 1934 AND SET IN THE TOP
 MN0004'OF A CONCRETE POST.
 MN0004
 MN0004                          STATION RECOVERY (1938)
 MN0004
 MN0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0234 ***********************************************************************
 MN0234  DESIGNATION -  W 54
 MN0234  PID         -  MN0234
 MN0234  STATE/COUNTY-  NE/KIMBALL
 MN0234  COUNTRY     -  US
 MN0234  USGS QUAD   -  BENNETT RESERVOIR NW (2017)
 MN0234
 MN0234                         *CURRENT SURVEY CONTROL
 MN0234  ______________________________________________________________________
 MN0234* NAD 83(1986) POSITION- 41 23 25.     (N) 103 42 00.     (W)   SCALED
 MN0234* NAVD 88 ORTHO HEIGHT -  1493.323 (meters)     4899.34  (feet) ADJUSTED
 MN0234  ______________________________________________________________________
 MN0234  GEOID HEIGHT    -        -18.756 (meters)                     GEOID18
 MN0234  DYNAMIC HEIGHT  -       1492.224 (meters)     4895.74  (feet) COMP
 MN0234  MODELED GRAVITY -    979,835.2   (mgal)                       NAVD 88
 MN0234
 MN0234  VERT ORDER      -  SECOND    CLASS 0
 MN0234
 MN0234.The horizontal coordinates were scaled from a map and have
 MN0234.an estimated accuracy of +/- 6 seconds.
 MN0234
 MN0234.The orthometric height was determined by differential leveling and
 MN0234.adjusted by the NATIONAL GEODETIC SURVEY
 MN0234.in June 1991.
 MN0234
 MN0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0234.GEOID18 height accuracy estimate available here.
 MN0234
 MN0234.Click photographs - Photos may exist for this station.
 MN0234
 MN0234.The dynamic height is computed by dividing the NAVD 88
 MN0234.geopotential number by the normal gravity value computed on the
 MN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0234.degrees latitude (g = 980.6199 gals.).
 MN0234
 MN0234.The modeled gravity was interpolated from observed gravity values.
 MN0234
 MN0234;                    North         East    Units  Estimated Accuracy
 MN0234;SPC NE       -   179,480.      190,740.      MT  (+/- 180 meters Scaled)
 MN0234
 MN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF086828(NAD 83)
 MN0234
 MN0234                          SUPERSEDED SURVEY CONTROL
 MN0234
 MN0234  NGVD 29 (??/??/92) 1492.615  (m)         4897.02   (f) ADJ UNCH    2 0
 MN0234
 MN0234.Superseded values are not recommended for survey control.
 MN0234
 MN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0234.See file dsdata.pdf to determine how the superseded data were derived.
 MN0234
 MN0234_MARKER: DB = BENCH MARK DISK
 MN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0234_STAMPING: W 54 1934
 MN0234_MARK LOGO: CGS
 MN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0234+STABILITY: SURFACE MOTION
 MN0234
 MN0234  HISTORY     - Date     Condition        Report By
 MN0234  HISTORY     - 1934     MONUMENTED       CGS
 MN0234  HISTORY     - 1942     MARK NOT FOUND   CGS
 MN0234
 MN0234                          STATION DESCRIPTION
 MN0234
 MN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0234'14.1 MI S FROM HARRISBURG.
 MN0234'IN KIMBALL COUNTY, ABOUT 14.1 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0234'FROM THE COURTHOUSE AT HARRISBURG, BANNER COUNTY, ABOUT 0.1 MILE
 MN0234'SOUTH OF THE SOUTH END OF AN S-CURVE, ON THE WEST EDGE OF A LARGE
 MN0234'PIECE OF CULTIVATED GROUND, 37 FEET EAST OF THE CENTER LINE OF THE
 MN0234'HIGHWAY, AND 4 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 MN0234'W 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0234
 MN0234                          STATION RECOVERY (1942)
 MN0234
 MN0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0008 ***********************************************************************
 MN0008  DESIGNATION -  W 55
 MN0008  PID         -  MN0008
 MN0008  STATE/COUNTY-  NE/GARDEN
 MN0008  COUNTRY     -  US
 MN0008  USGS QUAD   -  CRESCENT LAKE (2017)
 MN0008
 MN0008                         *CURRENT SURVEY CONTROL
 MN0008  ______________________________________________________________________
 MN0008* NAD 83(1986) POSITION- 41 41 50.     (N) 102 23 47.     (W)   SCALED
 MN0008* NAVD 88 ORTHO HEIGHT -  1166.234 (meters)     3826.22  (feet) ADJUSTED
 MN0008  ______________________________________________________________________
 MN0008  GEOID HEIGHT    -        -19.581 (meters)                     GEOID18
 MN0008  DYNAMIC HEIGHT  -       1165.520 (meters)     3823.88  (feet) COMP
 MN0008  MODELED GRAVITY -    979,970.3   (mgal)                       NAVD 88
 MN0008
 MN0008  VERT ORDER      -  SECOND    CLASS 0
 MN0008
 MN0008.The horizontal coordinates were scaled from a map and have
 MN0008.an estimated accuracy of +/- 6 seconds.
 MN0008
 MN0008.The orthometric height was determined by differential leveling and
 MN0008.adjusted by the NATIONAL GEODETIC SURVEY
 MN0008.in June 1991.
 MN0008
 MN0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0008.GEOID18 height accuracy estimate available here.
 MN0008
 MN0008.Click photographs - Photos may exist for this station.
 MN0008
 MN0008.The dynamic height is computed by dividing the NAVD 88
 MN0008.geopotential number by the normal gravity value computed on the
 MN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0008.degrees latitude (g = 980.6199 gals.).
 MN0008
 MN0008.The modeled gravity was interpolated from observed gravity values.
 MN0008
 MN0008;                    North         East    Units  Estimated Accuracy
 MN0008;SPC NE       -   209,700.      300,610.      MT  (+/- 180 meters Scaled)
 MN0008
 MN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG166194(NAD 83)
 MN0008
 MN0008                          SUPERSEDED SURVEY CONTROL
 MN0008
 MN0008  NGVD 29 (??/??/92) 1165.711  (m)         3824.50   (f) ADJ UNCH    2 0
 MN0008
 MN0008.Superseded values are not recommended for survey control.
 MN0008
 MN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0008.See file dsdata.pdf to determine how the superseded data were derived.
 MN0008
 MN0008_MARKER: DB = BENCH MARK DISK
 MN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0008_STAMPING: W 55 1934
 MN0008_MARK LOGO: CGS
 MN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0008+STABILITY: SURFACE MOTION
 MN0008
 MN0008  HISTORY     - Date     Condition        Report By
 MN0008  HISTORY     - 1934     MONUMENTED       CGS
 MN0008  HISTORY     - 1949     MARK NOT FOUND   USGS
 MN0008
 MN0008                          STATION DESCRIPTION
 MN0008
 MN0008'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 MN0008'22.4 MI N FROM OSHKOSH.
 MN0008'22.4 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0008'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0008'COUNTY, 5 MILES SOUTH OF A FIRE TOWER, AND 25 FEET SOUTH OF THE
 MN0008'CENTERLINE OF THE ROADS.  A STANDARD DISK, STAMPED W 55 1934 AND
 MN0008'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0428 ***********************************************************************
 NP0428  DESIGNATION -  W 56
 NP0428  PID         -  NP0428
 NP0428  STATE/COUNTY-  NE/SIOUX
 NP0428  COUNTRY     -  US
 NP0428  USGS QUAD   -  WHISTLE CREEK SW (2017)
 NP0428
 NP0428                         *CURRENT SURVEY CONTROL
 NP0428  ______________________________________________________________________
 NP0428* NAD 83(1986) POSITION- 42 16 40.     (N) 103 41 55.     (W)   SCALED
 NP0428* NAVD 88 ORTHO HEIGHT -  1427.891 (meters)     4684.67  (feet) POSTED
 NP0428  ______________________________________________________________________
 NP0428  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 NP0428  DYNAMIC HEIGHT  -       1426.97  (meters)     4681.7   (feet) COMP
 NP0428  MODELED GRAVITY -    979,924.2   (mgal)                       NAVD 88
 NP0428
 NP0428  VERT ORDER      -  * POSTED, SEE BELOW
 NP0428
 NP0428.The horizontal coordinates were scaled from a map and have
 NP0428.an estimated accuracy of +/- 6 seconds.
 NP0428
 NP0428.The orthometric height was determined by differential leveling
 NP0428.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0428
 NP0428.* This is a POSTED BENCH MARK height.
 NP0428
 NP0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0428.GEOID18 height accuracy estimate available here.
 NP0428
 NP0428.Click photographs - Photos may exist for this station.
 NP0428
 NP0428.The dynamic height is computed by dividing the NAVD 88
 NP0428.geopotential number by the normal gravity value computed on the
 NP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0428.degrees latitude (g = 980.6199 gals.).
 NP0428
 NP0428.The modeled gravity was interpolated from observed gravity values.
 NP0428
 NP0428;                    North         East    Units  Estimated Accuracy
 NP0428;SPC NE       -   277,930.      195,070.      MT  (+/- 180 meters Scaled)
 NP0428
 NP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG073814(NAD 83)
 NP0428
 NP0428                          SUPERSEDED SURVEY CONTROL
 NP0428
 NP0428  NGVD 29 (??/??/92) 1427.136  (m)         4682.20   (f) ADJ UNCH    2 0
 NP0428
 NP0428.Superseded values are not recommended for survey control.
 NP0428
 NP0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0428.See file dsdata.pdf to determine how the superseded data were derived.
 NP0428
 NP0428_MARKER: DB = BENCH MARK DISK
 NP0428_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0428_STAMPING: W 56 1934
 NP0428_MARK LOGO: CGS
 NP0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0428
 NP0428  HISTORY     - Date     Condition        Report By
 NP0428  HISTORY     - 1934     MONUMENTED       CGS
 NP0428  HISTORY     - 1938     GOOD             CGS
 NP0428
 NP0428                          STATION DESCRIPTION
 NP0428
 NP0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0428'34.2 MI W FROM HEMINGFORD.
 NP0428'ALONG A COUNTY ROAD WHICH RUNS INTO STATE HIGHWAY NO. 29 AT A
 NP0428'POINT 1 MILE NORTH OF ALDINE, 34.2 MILES WEST OF THE POST OFFICE
 NP0428'AT HEMINGFORD, 35 FEET NORTH OF THE CENTER OF THE ROAD, 21 FEET
 NP0428'EAST OF A DIM ROAD RUNNING INTO A FIELD, 3 FEET WEST OF A NORTH-SOUTH
 NP0428'FENCE LINE, 1 FOOT OF A RIGHT OF WAY FENCE.  SET IN THE TOP OF A
 NP0428'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0494 ***********************************************************************
 NP0494  DESIGNATION -  W 57
 NP0494  PID         -  NP0494
 NP0494  STATE/COUNTY-  NE/SIOUX
 NP0494  COUNTRY     -  US
 NP0494  USGS QUAD   -  HARRISON EAST (2017)
 NP0494
 NP0494                         *CURRENT SURVEY CONTROL
 NP0494  ______________________________________________________________________
 NP0494* NAD 83(1986) POSITION- 42 39 18.     (N) 103 50 18.     (W)   SCALED
 NP0494* NAVD 88 ORTHO HEIGHT -  1490.404 (meters)     4889.77  (feet) POSTED
 NP0494  ______________________________________________________________________
 NP0494  GEOID HEIGHT    -        -16.352 (meters)                     GEOID18
 NP0494  DYNAMIC HEIGHT  -       1489.52  (meters)     4886.9   (feet) COMP
 NP0494  MODELED GRAVITY -    979,974.9   (mgal)                       NAVD 88
 NP0494
 NP0494  VERT ORDER      -  * POSTED, SEE BELOW
 NP0494
 NP0494.The horizontal coordinates were scaled from a map and have
 NP0494.an estimated accuracy of +/- 6 seconds.
 NP0494
 NP0494.The orthometric height was determined by differential leveling
 NP0494.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0494
 NP0494.* This is a POSTED BENCH MARK height.
 NP0494
 NP0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0494.GEOID18 height accuracy estimate available here.
 NP0494
 NP0494.Click photographs - Photos may exist for this station.
 NP0494
 NP0494.The dynamic height is computed by dividing the NAVD 88
 NP0494.geopotential number by the normal gravity value computed on the
 NP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0494.degrees latitude (g = 980.6199 gals.).
 NP0494
 NP0494.The modeled gravity was interpolated from observed gravity values.
 NP0494
 NP0494;                    North         East    Units  Estimated Accuracy
 NP0494;SPC NE       -   320,280.      185,420.      MT  (+/- 180 meters Scaled)
 NP0494
 NP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH952231(NAD 83)
 NP0494
 NP0494                          SUPERSEDED SURVEY CONTROL
 NP0494
 NP0494  NGVD 29 (??/??/92) 1489.714  (m)         4887.50   (f) ADJ UNCH    2 0
 NP0494
 NP0494.Superseded values are not recommended for survey control.
 NP0494
 NP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0494.See file dsdata.pdf to determine how the superseded data were derived.
 NP0494
 NP0494_MARKER: DB = BENCH MARK DISK
 NP0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0494_STAMPING: W 57 1934
 NP0494_MARK LOGO: CGS
 NP0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0494+STABILITY: SURFACE MOTION
 NP0494
 NP0494  HISTORY     - Date     Condition        Report By
 NP0494  HISTORY     - 1934     MONUMENTED       CGS
 NP0494  HISTORY     - 1951     MARK NOT FOUND   CGS
 NP0494  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0494
 NP0494                          STATION DESCRIPTION
 NP0494
 NP0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NP0494'4.4 MI SE FROM HARRISON.
 NP0494'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 NP0494'AT HARRISON, SIOUX COUNTY, AT A CURVE, 33.0 FEET NORTH OF THE
 NP0494'CENTERLINE OF THE HIGHWAY, 61.0 FEET WEST OF A NORTH-AND-SOUTH
 NP0494'RIGHT-OF-WAY FENCE, AND 2.5 FEET SOUTH OF AN EAST-AND-WEST
 NP0494'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 57 1934 AND
 NP0494'SET IN THE TOP OF A CONCRETE POST.
 NP0494
 NP0494                          STATION RECOVERY (1974)
 NP0494
 NP0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0741 ***********************************************************************
 ML0741  DESIGNATION -  W 59
 ML0741  PID         -  ML0741
 ML0741  STATE/COUNTY-  NE/CUSTER
 ML0741  COUNTRY     -  US
 ML0741  USGS QUAD   -  BROKEN BOW (2017)
 ML0741
 ML0741                         *CURRENT SURVEY CONTROL
 ML0741  ______________________________________________________________________
 ML0741* NAD 83(1986) POSITION- 41 26 03.     (N) 099 42 21.     (W)   SCALED
 ML0741* NAVD 88 ORTHO HEIGHT -   788.760 (meters)     2587.79  (feet) ADJUSTED
 ML0741  ______________________________________________________________________
 ML0741  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 ML0741  DYNAMIC HEIGHT  -        788.352 (meters)     2586.45  (feet) COMP
 ML0741  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 ML0741
 ML0741  VERT ORDER      -  SECOND    CLASS 0
 ML0741
 ML0741.The horizontal coordinates were scaled from a map and have
 ML0741.an estimated accuracy of +/- 6 seconds.
 ML0741
 ML0741.The orthometric height was determined by differential leveling and
 ML0741.adjusted by the NATIONAL GEODETIC SURVEY
 ML0741.in June 1991.
 ML0741
 ML0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0741.GEOID18 height accuracy estimate available here.
 ML0741
 ML0741.Click photographs - Photos may exist for this station.
 ML0741
 ML0741.The dynamic height is computed by dividing the NAVD 88
 ML0741.geopotential number by the normal gravity value computed on the
 ML0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0741.degrees latitude (g = 980.6199 gals.).
 ML0741
 ML0741.The modeled gravity was interpolated from observed gravity values.
 ML0741
 ML0741;                    North         East    Units  Estimated Accuracy
 ML0741;SPC NE       -   177,780.      524,580.      MT  (+/- 180 meters Scaled)
 ML0741
 ML0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML410871(NAD 83)
 ML0741
 ML0741                          SUPERSEDED SURVEY CONTROL
 ML0741
 ML0741  NGVD 29 (??/??/92)  788.505  (m)         2586.95   (f) ADJ UNCH    2 0
 ML0741
 ML0741.Superseded values are not recommended for survey control.
 ML0741
 ML0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0741.See file dsdata.pdf to determine how the superseded data were derived.
 ML0741
 ML0741_MARKER: DB = BENCH MARK DISK
 ML0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0741_STAMPING: W 59 1934
 ML0741_MARK LOGO: CGS
 ML0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0741+STABILITY: SURFACE MOTION
 ML0741
 ML0741  HISTORY     - Date     Condition        Report By
 ML0741  HISTORY     - 1934     MONUMENTED       CGS
 ML0741  HISTORY     - 1949     GOOD             CGS
 ML0741
 ML0741                          STATION DESCRIPTION
 ML0741
 ML0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0741'3.8 MI NW FROM BROKEN BOW.
 ML0741'3.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0741'RAILROAD FROM THE STATION AT BROKEN BOW, CUSTER COUNTY, 4.6 MILES
 ML0741'SOUTHEAST OF MERNA, 5 POLES WEST OF MILEPOST 180, 135 FEET NORTH
 ML0741'OF THE CENTERLINE OF STATE HIGHWAY 2, 40 FEET NORTH OF THE NORTH
 ML0741'RAIL OF THE MAIN TRACK, AND 4 FEET EAST OF A POLE.  A STANDARD
 ML0741'DISK, STAMPED W 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0031 ***********************************************************************
 MM0031  DESIGNATION -  W 6
 MM0031  PID         -  MM0031
 MM0031  STATE/COUNTY-  NE/LINCOLN
 MM0031  COUNTRY     -  US
 MM0031  USGS QUAD   -  BRADY (2017)
 MM0031
 MM0031                         *CURRENT SURVEY CONTROL
 MM0031  ______________________________________________________________________
 MM0031* NAD 83(1986) POSITION- 41 01 16.     (N) 100 22 03.     (W)   SCALED
 MM0031* NAVD 88 ORTHO HEIGHT -   808.338 (meters)     2652.02  (feet) ADJUSTED
 MM0031  ______________________________________________________________________
 MM0031  GEOID HEIGHT    -        -22.788 (meters)                     GEOID18
 MM0031  DYNAMIC HEIGHT  -        807.860 (meters)     2650.45  (feet) COMP
 MM0031  MODELED GRAVITY -    980,006.1   (mgal)                       NAVD 88
 MM0031
 MM0031  VERT ORDER      -  FIRST     CLASS II
 MM0031
 MM0031.The horizontal coordinates were scaled from a map and have
 MM0031.an estimated accuracy of +/- 6 seconds.
 MM0031
 MM0031.The orthometric height was determined by differential leveling and
 MM0031.adjusted by the NATIONAL GEODETIC SURVEY
 MM0031.in June 1991.
 MM0031
 MM0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0031.GEOID18 height accuracy estimate available here.
 MM0031
 MM0031.Click photographs - Photos may exist for this station.
 MM0031
 MM0031.The dynamic height is computed by dividing the NAVD 88
 MM0031.geopotential number by the normal gravity value computed on the
 MM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0031.degrees latitude (g = 980.6199 gals.).
 MM0031
 MM0031.The modeled gravity was interpolated from observed gravity values.
 MM0031
 MM0031;                    North         East    Units  Estimated Accuracy
 MM0031;SPC NE       -   131,940.      469,100.      MT  (+/- 180 meters Scaled)
 MM0031
 MM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL850420(NAD 83)
 MM0031
 MM0031                          SUPERSEDED SURVEY CONTROL
 MM0031
 MM0031  NGVD 29 (??/??/92)  808.030  (m)         2651.01   (f) ADJ UNCH    1 2
 MM0031
 MM0031.Superseded values are not recommended for survey control.
 MM0031
 MM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0031.See file dsdata.pdf to determine how the superseded data were derived.
 MM0031
 MM0031_MARKER: DB = BENCH MARK DISK
 MM0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0031_STAMPING: 2651.012 W 6 1933
 MM0031_MARK LOGO: CGS
 MM0031_PROJECTION: FLUSH
 MM0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0031+STABILITY: SURFACE MOTION
 MM0031
 MM0031  HISTORY     - Date     Condition        Report By
 MM0031  HISTORY     - 1933     MONUMENTED       CGS
 MM0031  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0031  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0031
 MM0031                          STATION DESCRIPTION
 MM0031
 MM0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0031'AT BRADY ISLAND.
 MM0031'AT BRADY ISLAND, LINCOLN COUNTY, ABOUT 120 FEET EAST OF THE
 MM0031'NORTHEAST CORNER OF THE UNION PACIFIC RAILROAD STATION, 18.9
 MM0031'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND IN
 MM0031'LINE WITH THE NORTH SIDE OF THE STATION.  A STANDARD DISK,
 MM0031'STAMPED 2651.012 W 6 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0031'ABOUT FLUSH WITH THE GROUND.
 MM0031
 MM0031                          STATION RECOVERY (1970)
 MM0031
 MM0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0031'MARK NOT FOUND.
 MM0031
 MM0031                          STATION RECOVERY (1986)
 MM0031
 MM0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0031'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MM0031'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0775 ***********************************************************************
 ML0775  DESIGNATION -  W 60 RESET
 ML0775  PID         -  ML0775
 ML0775  STATE/COUNTY-  NE/CUSTER
 ML0775  COUNTRY     -  US
 ML0775  USGS QUAD   -  BROKEN BOW SW (2017)
 ML0775
 ML0775                         *CURRENT SURVEY CONTROL
 ML0775  ______________________________________________________________________
 ML0775* NAD 83(1986) POSITION- 41 18 28.     (N) 099 39 57.     (W)   SCALED
 ML0775* NAVD 88 ORTHO HEIGHT -   776.69  (+/-2cm)     2548.2   (feet) VERTCON
 ML0775  ______________________________________________________________________
 ML0775  GEOID HEIGHT    -        -22.753 (meters)                     GEOID18
 ML0775  VERT ORDER      -  THIRD (See Below)
 ML0775
 ML0775.The horizontal coordinates were scaled from a map and have
 ML0775.an estimated accuracy of +/- 6 seconds.
 ML0775
 ML0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0775
 ML0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0775.GEOID18 height accuracy estimate available here.
 ML0775
 ML0775.The vertical order pertains to the NGVD 29 superseded value.
 ML0775
 ML0775.Click photographs - Photos may exist for this station.
 ML0775
 ML0775;                    North         East    Units  Estimated Accuracy
 ML0775;SPC NE       -   163,760.      527,980.      MT  (+/- 180 meters Scaled)
 ML0775
 ML0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML442731(NAD 83)
 ML0775
 ML0775                          SUPERSEDED SURVEY CONTROL
 ML0775
 ML0775  NGVD 29 (??/??/??)  776.44   (m)         2547.4    (f) RESET       3  
 ML0775
 ML0775.Superseded values are not recommended for survey control.
 ML0775
 ML0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0775.See file dsdata.pdf to determine how the superseded data were derived.
 ML0775
 ML0775_MARKER: DB = BENCH MARK DISK
 ML0775_STAMPING: W 60 RESET 1949
 ML0775_MARK LOGO: CGS
 ML0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0775
 ML0775  HISTORY     - Date     Condition        Report By
 ML0775  HISTORY     - 1949     MONUMENTED       NEDR
 ML0775
 ML0775                          STATION DESCRIPTION
 ML0775
 ML0775'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1949
 ML0775'8.4 MI S FROM BROKEN BOW.
 ML0775'8.4 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0775'BROKEN BOW, AT THE TOP OF A SMALL KNOLL, 500 FEET NORTH OF A
 ML0775'FENCE CORNER, 41 FEET EAST OF THE HIGHWAY, 8 FEET NORTH OF A
 ML0775'RIGHT-OF-WAY MARKER, AND 9 FEET WEST OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0110 ***********************************************************************
 NP0110  DESIGNATION -  W 61
 NP0110  PID         -  NP0110
 NP0110  STATE/COUNTY-  NE/SHERIDAN
 NP0110  COUNTRY     -  US
 NP0110  USGS QUAD   -  GAUNT LAKE (2017)
 NP0110
 NP0110                         *CURRENT SURVEY CONTROL
 NP0110  ______________________________________________________________________
 NP0110* NAD 83(1986) POSITION- 42 02 36.16   (N) 102 14 01.93   (W)   HD_HELD1
 NP0110* NAVD 88 ORTHO HEIGHT -  1204.990 (meters)     3953.37  (feet) ADJUSTED
 NP0110  ______________________________________________________________________
 NP0110  GEOID HEIGHT    -        -19.054 (meters)                     GEOID18
 NP0110  DYNAMIC HEIGHT  -       1204.283 (meters)     3951.05  (feet) COMP
 NP0110  MODELED GRAVITY -    979,993.1   (mgal)                       NAVD 88
 NP0110
 NP0110  VERT ORDER      -  SECOND    CLASS 0
 NP0110
 NP0110.The horizontal coordinates were determined by differentially corrected
 NP0110.hand held GPS observations or other comparable positioning techniques
 NP0110.and have an estimated accuracy of +/- 3 meters.
 NP0110
 NP0110.The orthometric height was determined by differential leveling and
 NP0110.adjusted by the NATIONAL GEODETIC SURVEY
 NP0110.in June 1991.
 NP0110
 NP0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0110.GEOID18 height accuracy estimate available here.
 NP0110
 NP0110.Click photographs - Photos may exist for this station.
 NP0110
 NP0110.The dynamic height is computed by dividing the NAVD 88
 NP0110.geopotential number by the normal gravity value computed on the
 NP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0110.degrees latitude (g = 980.6199 gals.).
 NP0110
 NP0110.The modeled gravity was interpolated from observed gravity values.
 NP0110
 NP0110;                    North         East    Units  Estimated Accuracy
 NP0110;SPC NE       -   247,763.2     315,123.6     MT  (+/- 3 meters HH1 GPS) 
 NP0110
 NP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2893858294(NAD 83)
 NP0110
 NP0110                          SUPERSEDED SURVEY CONTROL
 NP0110
 NP0110  NGVD 29 (??/??/92) 1204.428  (m)         3951.53   (f) ADJ UNCH    2 0
 NP0110
 NP0110.Superseded values are not recommended for survey control.
 NP0110
 NP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0110.See file dsdata.pdf to determine how the superseded data were derived.
 NP0110
 NP0110_MARKER: DB = BENCH MARK DISK
 NP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0110_STAMPING: W 61 1934
 NP0110_MARK LOGO: CGS
 NP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0110+STABILITY: SURFACE MOTION
 NP0110
 NP0110  HISTORY     - Date     Condition        Report By
 NP0110  HISTORY     - 1934     MONUMENTED       CGS
 NP0110  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0110
 NP0110                          STATION DESCRIPTION
 NP0110
 NP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0110'2.7 MI E FROM ELLSWORTH.
 NP0110'2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0110'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.3 MILE EAST OF
 NP0110'MILEPOST 332, AT THE WEST SLOPE OF A KNOLL, OPPOSITE THE WEST
 NP0110'END OF A CURVE, 58 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL
 NP0110'WITH THE TRACK.  A STANDARD DISK, STAMPED W 61 1934 AND SET IN
 NP0110'THE TOP OF A CONCRETE POST.
 NP0110
 NP0110                          STATION RECOVERY (2007)
 NP0110
 NP0110'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0004 ***********************************************************************
 MM0004  DESIGNATION -  W 63
 MM0004  PID         -  MM0004
 MM0004  STATE/COUNTY-  NE/THOMAS
 MM0004  COUNTRY     -  US
 MM0004  USGS QUAD   -  NATICK (2017)
 MM0004
 MM0004                         *CURRENT SURVEY CONTROL
 MM0004  ______________________________________________________________________
 MM0004* NAD 83(1986) POSITION- 41 56 08.     (N) 100 24 02.     (W)   SCALED
 MM0004* NAVD 88 ORTHO HEIGHT -   840.853 (meters)     2758.70  (feet) ADJUSTED
 MM0004  ______________________________________________________________________
 MM0004  GEOID HEIGHT    -        -21.864 (meters)                     GEOID18
 MM0004  DYNAMIC HEIGHT  -        840.424 (meters)     2757.29  (feet) COMP
 MM0004  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 MM0004
 MM0004  VERT ORDER      -  SECOND    CLASS 0
 MM0004
 MM0004.The horizontal coordinates were scaled from a map and have
 MM0004.an estimated accuracy of +/- 6 seconds.
 MM0004
 MM0004.The orthometric height was determined by differential leveling and
 MM0004.adjusted by the NATIONAL GEODETIC SURVEY
 MM0004.in June 1991.
 MM0004
 MM0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0004.GEOID18 height accuracy estimate available here.
 MM0004
 MM0004.Click photographs - Photos may exist for this station.
 MM0004
 MM0004.The dynamic height is computed by dividing the NAVD 88
 MM0004.geopotential number by the normal gravity value computed on the
 MM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0004.degrees latitude (g = 980.6199 gals.).
 MM0004
 MM0004.The modeled gravity was interpolated from observed gravity values.
 MM0004
 MM0004;                    North         East    Units  Estimated Accuracy
 MM0004;SPC NE       -   233,480.      466,790.      MT  (+/- 180 meters Scaled)
 MM0004
 MM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM838435(NAD 83)
 MM0004
 MM0004                          SUPERSEDED SURVEY CONTROL
 MM0004
 MM0004  NGVD 29 (??/??/92)  840.549  (m)         2757.70   (f) ADJ UNCH    2 0
 MM0004
 MM0004.Superseded values are not recommended for survey control.
 MM0004
 MM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0004.See file dsdata.pdf to determine how the superseded data were derived.
 MM0004
 MM0004_MARKER: DB = BENCH MARK DISK
 MM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0004_STAMPING: W 63 1934
 MM0004_MARK LOGO: CGS
 MM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0004+STABILITY: SURFACE MOTION
 MM0004
 MM0004  HISTORY     - Date     Condition        Report By
 MM0004  HISTORY     - 1934     MONUMENTED       CGS
 MM0004  HISTORY     - 1977     MARK NOT FOUND   BNRR
 MM0004  HISTORY     - 19851028 MARK NOT FOUND   USPSQD
 MM0004
 MM0004                          STATION DESCRIPTION
 MM0004
 MM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0004'7.3 MI NW FROM HALSEY.
 MM0004'7.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0004'RAILROAD FROM THE STATION AT HALSEY, THOMAS COUNTY, AT MILEAGE
 MM0004'232.55, NEAR THE EAST END OF A SMALL CUT, 85 FEET NORTH OF THE
 MM0004'NORTH RAIL, AND 2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 MM0004'STANDARD DISK, STAMPED W 63 1934 AND SET IN THE TOP OF A CONCRETE
 MM0004'POST.
 MM0004
 MM0004                          STATION RECOVERY (1977)
 MM0004
 MM0004'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0004'MARK NOT FOUND.
 MM0004
 MM0004                          STATION RECOVERY (1985)
 MM0004
 MM0004'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 MM0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0169 ***********************************************************************
 MM0169  DESIGNATION -  W 64
 MM0169  PID         -  MM0169
 MM0169  STATE/COUNTY-  NE/THOMAS
 MM0169  COUNTRY     -  US
 MM0169  USGS QUAD   -  THEDFORD SE (2017)
 MM0169
 MM0169                         *CURRENT SURVEY CONTROL
 MM0169  ______________________________________________________________________
 MM0169* NAD 83(1986) POSITION- 41 45 34.79   (N) 100 35 13.44   (W)   HD_HELD1
 MM0169* NAVD 88 ORTHO HEIGHT -   916.007 (meters)     3005.27  (feet) ADJUSTED
 MM0169  ______________________________________________________________________
 MM0169  GEOID HEIGHT    -        -21.725 (meters)                     GEOID18
 MM0169  DYNAMIC HEIGHT  -        915.512 (meters)     3003.64  (feet) COMP
 MM0169  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 MM0169
 MM0169  VERT ORDER      -  SECOND    CLASS 0
 MM0169
 MM0169.The horizontal coordinates were determined by differentially corrected
 MM0169.hand held GPS observations or other comparable positioning techniques
 MM0169.and have an estimated accuracy of +/- 3 meters.
 MM0169
 MM0169.The orthometric height was determined by differential leveling and
 MM0169.adjusted by the NATIONAL GEODETIC SURVEY
 MM0169.in June 1991.
 MM0169
 MM0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0169.GEOID18 height accuracy estimate available here.
 MM0169
 MM0169.Click photographs - Photos may exist for this station.
 MM0169
 MM0169.The dynamic height is computed by dividing the NAVD 88
 MM0169.geopotential number by the normal gravity value computed on the
 MM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0169.degrees latitude (g = 980.6199 gals.).
 MM0169
 MM0169.The modeled gravity was interpolated from observed gravity values.
 MM0169
 MM0169;                    North         East    Units  Estimated Accuracy
 MM0169;SPC NE       -   214,037.9     451,195.1     MT  (+/- 3 meters HH1 GPS) 
 MM0169
 MM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6806724309(NAD 83)
 MM0169
 MM0169                          SUPERSEDED SURVEY CONTROL
 MM0169
 MM0169  NGVD 29 (??/??/92)  915.691  (m)         3004.23   (f) ADJ UNCH    2 0
 MM0169
 MM0169.Superseded values are not recommended for survey control.
 MM0169
 MM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0169.See file dsdata.pdf to determine how the superseded data were derived.
 MM0169
 MM0169_MARKER: DB = BENCH MARK DISK
 MM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0169_STAMPING: W 64 1934
 MM0169_MARK LOGO: CGS
 MM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0169+STABILITY: SURFACE MOTION
 MM0169
 MM0169  HISTORY     - Date     Condition        Report By
 MM0169  HISTORY     - 1934     MONUMENTED       CGS
 MM0169  HISTORY     - 1948     MARK NOT FOUND   CGS
 MM0169
 MM0169                          STATION DESCRIPTION
 MM0169
 MM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0169'19 MI S FROM THEDFORD.
 MM0169'ABOUT 19.0 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0169'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0169'COUNTY, ABOUT 2.0 MILES NORTH OF THE SANTO RANCH, ABOUT
 MM0169'60 FEET SOUTHEAST OF THE RIM OF A SHALLOW BOWL SURROUNDED BY
 MM0169'HILLS, AND 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 MM0169'A STANDARD DISK, STAMPED W 64 1934 AND SET IN THE TOP OF A
 MM0169'CONCRETE POST.
 MM0169
 MM0169                          STATION RECOVERY (1948)
 MM0169
 MM0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MM0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0474 ***********************************************************************
 NN0474  DESIGNATION -  W 67
 NN0474  PID         -  NN0474
 NN0474  STATE/COUNTY-  NE/BROWN
 NN0474  COUNTRY     -  US
 NN0474  USGS QUAD   -  HOFELD LAKE (2017)
 NN0474
 NN0474                         *CURRENT SURVEY CONTROL
 NN0474  ______________________________________________________________________
 NN0474* NAD 83(1986) POSITION- 42 26 26.     (N) 099 52 16.     (W)   SCALED
 NN0474* NAVD 88 ORTHO HEIGHT -   801.241 (meters)     2628.74  (feet) ADJUSTED
 NN0474  ______________________________________________________________________
 NN0474  GEOID HEIGHT    -        -22.425 (meters)                     GEOID18
 NN0474  DYNAMIC HEIGHT  -        800.896 (meters)     2627.61  (feet) COMP
 NN0474  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 NN0474
 NN0474  VERT ORDER      -  SECOND    CLASS 0
 NN0474
 NN0474.The horizontal coordinates were scaled from a map and have
 NN0474.an estimated accuracy of +/- 6 seconds.
 NN0474
 NN0474.The orthometric height was determined by differential leveling and
 NN0474.adjusted by the NATIONAL GEODETIC SURVEY
 NN0474.in June 1991.
 NN0474
 NN0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0474.GEOID18 height accuracy estimate available here.
 NN0474
 NN0474.Click photographs - Photos may exist for this station.
 NN0474
 NN0474.The dynamic height is computed by dividing the NAVD 88
 NN0474.geopotential number by the normal gravity value computed on the
 NN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0474.degrees latitude (g = 980.6199 gals.).
 NN0474
 NN0474.The modeled gravity was interpolated from observed gravity values.
 NN0474
 NN0474;                    North         East    Units  Estimated Accuracy
 NN0474;SPC NE       -   289,490.      510,600.      MT  (+/- 180 meters Scaled)
 NN0474
 NN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM283990(NAD 83)
 NN0474
 NN0474                          SUPERSEDED SURVEY CONTROL
 NN0474
 NN0474  NGVD 29 (??/??/92)  800.946  (m)         2627.77   (f) ADJ UNCH    2 0
 NN0474
 NN0474.Superseded values are not recommended for survey control.
 NN0474
 NN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0474.See file dsdata.pdf to determine how the superseded data were derived.
 NN0474
 NN0474_MARKER: DB = BENCH MARK DISK
 NN0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0474_STAMPING: W 67 1935
 NN0474_MARK LOGO: CGS
 NN0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0474+STABILITY: SURFACE MOTION
 NN0474
 NN0474  HISTORY     - Date     Condition        Report By
 NN0474  HISTORY     - 1935     MONUMENTED       CGS
 NN0474  HISTORY     - 1957     GOOD             CGS
 NN0474  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0474
 NN0474                          STATION DESCRIPTION
 NN0474
 NN0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0474'7.5 MI S FROM AINSWORTH.
 NN0474'ABOUT 7.5 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0474'COURTHOUSE AT AINSWORTH, BROWN COUNTY, AT THE FOOT OF A SHORT
 NN0474'STEEP HILL, ABOUT 50 YARDS SOUTH OF A FENCE LEADING WEST, 33 FEET
 NN0474'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET WEST OF THE
 NN0474'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 67 1935 AND SET
 NN0474'IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS 7.5 MILES SOUTH
 NN0474'ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION IN AINSWORTH.
 NN0474
 NN0474                          STATION RECOVERY (1957)
 NN0474
 NN0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NN0474'RECOVERED IN GOOD CONDITION.
 NN0474
 NN0474                          STATION RECOVERY (1975)
 NN0474
 NN0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0474'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0205 ***********************************************************************
 MM0205  DESIGNATION -  W 7
 MM0205  PID         -  MM0205
 MM0205  STATE/COUNTY-  NE/LINCOLN
 MM0205  COUNTRY     -  US
 MM0205  USGS QUAD   -  SUTHERLAND RESERVOIR NW (2017)
 MM0205
 MM0205                         *CURRENT SURVEY CONTROL
 MM0205  ______________________________________________________________________
 MM0205* NAD 83(1986) POSITION- 41 08 28.     (N) 101 13 57.     (W)   SCALED
 MM0205* NAVD 88 ORTHO HEIGHT -   914.909 (meters)     3001.66  (feet) ADJUSTED
 MM0205  ______________________________________________________________________
 MM0205  GEOID HEIGHT    -        -21.769 (meters)                     GEOID18
 MM0205  DYNAMIC HEIGHT  -        914.348 (meters)     2999.82  (feet) COMP
 MM0205  MODELED GRAVITY -    979,980.0   (mgal)                       NAVD 88
 MM0205
 MM0205  VERT ORDER      -  FIRST     CLASS II
 MM0205
 MM0205.The horizontal coordinates were scaled from a map and have
 MM0205.an estimated accuracy of +/- 6 seconds.
 MM0205
 MM0205.The orthometric height was determined by differential leveling and
 MM0205.adjusted by the NATIONAL GEODETIC SURVEY
 MM0205.in June 1991.
 MM0205
 MM0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0205.GEOID18 height accuracy estimate available here.
 MM0205
 MM0205.Click photographs - Photos may exist for this station.
 MM0205
 MM0205.The dynamic height is computed by dividing the NAVD 88
 MM0205.geopotential number by the normal gravity value computed on the
 MM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0205.degrees latitude (g = 980.6199 gals.).
 MM0205
 MM0205.The modeled gravity was interpolated from observed gravity values.
 MM0205
 MM0205;                    North         East    Units  Estimated Accuracy
 MM0205;SPC NE       -   145,930.      396,560.      MT  (+/- 180 meters Scaled)
 MM0205
 MM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL126568(NAD 83)
 MM0205
 MM0205                          SUPERSEDED SURVEY CONTROL
 MM0205
 MM0205  NGVD 29 (??/??/92)  914.528  (m)         3000.41   (f) ADJ UNCH    1 2
 MM0205
 MM0205.Superseded values are not recommended for survey control.
 MM0205
 MM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0205.See file dsdata.pdf to determine how the superseded data were derived.
 MM0205
 MM0205_MARKER: DB = BENCH MARK DISK
 MM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0205_STAMPING: 3000.414 W 7 1933
 MM0205_MARK LOGO: CGS
 MM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0205+STABILITY: SURFACE MOTION
 MM0205
 MM0205  HISTORY     - Date     Condition        Report By
 MM0205  HISTORY     - 1933     MONUMENTED       CGS
 MM0205  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0205  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0205
 MM0205                          STATION DESCRIPTION
 MM0205
 MM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0205'5.8 MI W FROM SUTHERLAND.
 MM0205'ABOUT 5.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MM0205'STATION AT SUTHERLAND, LINCOLN COUNTY, AT MILEPOST 309, AT A
 MM0205'PRIVATE-ROAD CROSSING, 92 FEET SOUTH OF THE CENTER LINE OF U.S.
 MM0205'HIGHWAY 30, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 44.6
 MM0205'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 2.8
 MM0205'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0205'STAMPED 3000.414 W 7 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0205'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0205
 MM0205                          STATION RECOVERY (1971)
 MM0205
 MM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0205'MARK NOT FOUND.
 MM0205
 MM0205                          STATION RECOVERY (1986)
 MM0205
 MM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0205'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0617 ***********************************************************************
 ML0617  DESIGNATION -  W 71
 ML0617  PID         -  ML0617
 ML0617  STATE/COUNTY-  NE/LOUP
 ML0617  COUNTRY     -  US
 ML0617  USGS QUAD   -  TAYLOR (2017)
 ML0617
 ML0617                         *CURRENT SURVEY CONTROL
 ML0617  ______________________________________________________________________
 ML0617* NAD 83(1986) POSITION- 41 46 36.     (N) 099 24 50.     (W)   SCALED
 ML0617* NAVD 88 ORTHO HEIGHT -   699.770 (meters)     2295.83  (feet) ADJUSTED
 ML0617  ______________________________________________________________________
 ML0617  GEOID HEIGHT    -        -23.031 (meters)                     GEOID18
 ML0617  DYNAMIC HEIGHT  -        699.432 (meters)     2294.72  (feet) COMP
 ML0617  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 ML0617
 ML0617  VERT ORDER      -  SECOND    CLASS 0
 ML0617
 ML0617.The horizontal coordinates were scaled from a map and have
 ML0617.an estimated accuracy of +/- 6 seconds.
 ML0617
 ML0617.The orthometric height was determined by differential leveling and
 ML0617.adjusted by the NATIONAL GEODETIC SURVEY
 ML0617.in June 1991.
 ML0617
 ML0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0617.GEOID18 height accuracy estimate available here.
 ML0617
 ML0617.Click photographs - Photos may exist for this station.
 ML0617
 ML0617.The dynamic height is computed by dividing the NAVD 88
 ML0617.geopotential number by the normal gravity value computed on the
 ML0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0617.degrees latitude (g = 980.6199 gals.).
 ML0617
 ML0617.The modeled gravity was interpolated from observed gravity values.
 ML0617
 ML0617;                    North         East    Units  Estimated Accuracy
 ML0617;SPC NE       -   215,930.      548,710.      MT  (+/- 180 meters Scaled)
 ML0617
 ML0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM656250(NAD 83)
 ML0617
 ML0617                          SUPERSEDED SURVEY CONTROL
 ML0617
 ML0617  NGVD 29 (??/??/92)  699.512  (m)         2294.98   (f) ADJ UNCH    2 0
 ML0617
 ML0617.Superseded values are not recommended for survey control.
 ML0617
 ML0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0617.See file dsdata.pdf to determine how the superseded data were derived.
 ML0617
 ML0617_MARKER: DB = BENCH MARK DISK
 ML0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0617_STAMPING: W 71 1935
 ML0617_MARK LOGO: CGS
 ML0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0617+STABILITY: SURFACE MOTION
 ML0617
 ML0617  HISTORY     - Date     Condition        Report By
 ML0617  HISTORY     - 1935     MONUMENTED       CGS
 ML0617  HISTORY     - 1952     MARK NOT FOUND   CGS
 ML0617
 ML0617                          STATION DESCRIPTION
 ML0617
 ML0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0617'2 MI W FROM TAYLOR.
 ML0617'2.01 MILES WEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0617'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 0.07 MILE WEST OF CURVE
 ML0617'IN HIGHWAY, 115 FEET WEST OF FENCE LINE RUNNING NORTH, 39.5 FEET
 ML0617'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.0 FOOT SOUTH
 ML0617'OF RIGHT OF WAY FENCE.  NOTE-- OLD HWY 53 WAS CONDEMMED IN 1937
 ML0617'AND ACCORDING TO COUNTY CLERK MOST OF THE OLD HWY IS NOW UNDER
 ML0617'CULTIVATION.  FARMERS LIVING IN AREA ARE RELATIVE NEW AND COULD
 ML0617'NOT GIVE ROUTE OF OLD HWY 53.
 ML0617
 ML0617                          STATION RECOVERY (1952)
 ML0617
 ML0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ML0617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0025 ***********************************************************************
 MM0025  DESIGNATION -  W 72
 MM0025  PID         -  MM0025
 MM0025  STATE/COUNTY-  NE/BLAINE
 MM0025  COUNTRY     -  US
 MM0025  USGS QUAD   -  DUNNING (2017)
 MM0025
 MM0025                         *CURRENT SURVEY CONTROL
 MM0025  ______________________________________________________________________
 MM0025* NAD 83(1986) POSITION- 41 50 26.78   (N) 100 04 05.62   (W)   HD_HELD1
 MM0025* NAVD 88 ORTHO HEIGHT -   802.573 (meters)     2633.11  (feet) ADJUSTED
 MM0025  ______________________________________________________________________
 MM0025  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 MM0025  DYNAMIC HEIGHT  -        802.161 (meters)     2631.76  (feet) COMP
 MM0025  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 MM0025
 MM0025  VERT ORDER      -  SECOND    CLASS 0
 MM0025
 MM0025.The horizontal coordinates were determined by differentially corrected
 MM0025.hand held GPS observations or other comparable positioning techniques
 MM0025.and have an estimated accuracy of +/- 3 meters.
 MM0025
 MM0025.The orthometric height was determined by differential leveling and
 MM0025.adjusted by the NATIONAL GEODETIC SURVEY
 MM0025.in June 1991.
 MM0025
 MM0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0025.GEOID18 height accuracy estimate available here.
 MM0025
 MM0025.Click photographs - Photos may exist for this station.
 MM0025
 MM0025.The dynamic height is computed by dividing the NAVD 88
 MM0025.geopotential number by the normal gravity value computed on the
 MM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0025.degrees latitude (g = 980.6199 gals.).
 MM0025
 MM0025.The modeled gravity was interpolated from observed gravity values.
 MM0025
 MM0025;                    North         East    Units  Estimated Accuracy
 MM0025;SPC NE       -   222,880.1     494,335.0     MT  (+/- 3 meters HH1 GPS) 
 MM0025
 MM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1131132649(NAD 83)
 MM0025
 MM0025                          SUPERSEDED SURVEY CONTROL
 MM0025
 MM0025  NGVD 29 (??/??/92)  802.280  (m)         2632.15   (f) ADJ UNCH    2 0
 MM0025
 MM0025.Superseded values are not recommended for survey control.
 MM0025
 MM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0025.See file dsdata.pdf to determine how the superseded data were derived.
 MM0025
 MM0025_MARKER: DB = BENCH MARK DISK
 MM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0025_STAMPING: W 72 1935
 MM0025_MARK LOGO: CGS
 MM0025_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0025+STABILITY: SURFACE MOTION
 MM0025
 MM0025  HISTORY     - Date     Condition        Report By
 MM0025  HISTORY     - 1935     MONUMENTED       CGS
 MM0025  HISTORY     - 1949     GOOD             USGS
 MM0025  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0025  HISTORY     - 19910808 POOR             NEDR
 MM0025
 MM0025                          STATION DESCRIPTION
 MM0025
 MM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MM0025'2.2 MI NE FROM DUNNING.
 MM0025'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 MM0025'OFFICE AT DUNNING, BLAINE COUNTY, AT THE WEST SIDE OF A VALLEY
 MM0025'ACROSS WHICH THE HIGHWAY RUNS EAST-AND-WEST, AT THE NORTH END
 MM0025'OF A CHAIN OF HILLS ON THE WEST SIDE OF THE VALLEY, ON THE EAST
 MM0025'SLOPE OF A HILL, AND 32.4 FEET SOUTH OF THE CENTER LINE OF THE
 MM0025'HIGHWAY.  A STANDARD DISK, STAMPED W 72 1935 AND SET IN THE
 MM0025'TOP OF A CONCRETE POST.
 MM0025
 MM0025                          STATION RECOVERY (1949)
 MM0025
 MM0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 MM0025'RECOVERED IN GOOD CONDITION.
 MM0025
 MM0025                          STATION RECOVERY (1985)
 MM0025
 MM0025'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0025'MARK NOT FOUND.
 MM0025
 MM0025                          STATION RECOVERY (1991)
 MM0025
 MM0025'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MM0025'RECOVERED IN POOR CONDITION, APPEARING TO LEAN, IN THE NW1/4, SEC35,
 MM0025'T22N, R24W.  USE WITH CAUTION. TO REACH FROM THE JUNCTION OF MAIN
 MM0025'STREET AND STATE HIGHWAY 2, AT DUNNING, GO NORTH ON HIGHWAY 2 FOR 0.35
 MM0025'MI (0.56 KM) TO THE JUNCTION WITH STATE HIGHWAY 92, TURN RIGHT AND GO
 MM0025'NORTH AND EAST ON HIGHWAY 91 FOR 1.95 MI (3.14 KM) TO A GATE ON THE
 MM0025'LEFT, TURN LEFT, PASS THROUGH THE GATE AND GO NORTH FOR 0.35 MI (0.56
 MM0025'KM) TO A ROW OF CEDAR TREES IN AN EAST-WEST FENCE AND THE BENCH MARK,
 MM0025'ABOUT 110 FT (33.5 M) EAST, DOWN THE FENCE FROM THE HIGH POINT OF THE
 MM0025'SHELTER BELT, 14.86 FT (4.53 M) NORTH FROM A WITNESS POST, 13.49 FT
 MM0025'(4.11 M) EAST-NORTHEAST FROM A NAIL IN A BLAZED 10-INCH CEDAR TREE AND
 MM0025'4.5 FT (1.4 M) SOUTH FROM A NAIL IN A BLAZED 6-INCH CEDAR TREE, SET
 MM0025'INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 0.4 FT (12.2
 MM0025'CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0102 ***********************************************************************
 NO0102  DESIGNATION -  W 73
 NO0102  PID         -  NO0102
 NO0102  STATE/COUNTY-  NE/CHERRY
 NO0102  COUNTRY     -  US
 NO0102  USGS QUAD   -  DUCK LAKE NE (2017)
 NO0102
 NO0102                         *CURRENT SURVEY CONTROL
 NO0102  ______________________________________________________________________
 NO0102* NAD 83(1986) POSITION- 42 08 58.     (N) 100 35 19.     (W)   SCALED
 NO0102* NAVD 88 ORTHO HEIGHT -   906.422 (meters)     2973.82  (feet) ADJUSTED
 NO0102  ______________________________________________________________________
 NO0102  GEOID HEIGHT    -        -21.656 (meters)                     GEOID18
 NO0102  DYNAMIC HEIGHT  -        905.961 (meters)     2972.31  (feet) COMP
 NO0102  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 NO0102
 NO0102  VERT ORDER      -  SECOND    CLASS 0
 NO0102
 NO0102.The horizontal coordinates were scaled from a map and have
 NO0102.an estimated accuracy of +/- 6 seconds.
 NO0102
 NO0102.The orthometric height was determined by differential leveling and
 NO0102.adjusted by the NATIONAL GEODETIC SURVEY
 NO0102.in June 1991.
 NO0102
 NO0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0102.GEOID18 height accuracy estimate available here.
 NO0102
 NO0102.Click photographs - Photos may exist for this station.
 NO0102
 NO0102.The dynamic height is computed by dividing the NAVD 88
 NO0102.geopotential number by the normal gravity value computed on the
 NO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0102.degrees latitude (g = 980.6199 gals.).
 NO0102
 NO0102.The modeled gravity was interpolated from observed gravity values.
 NO0102
 NO0102;                    North         East    Units  Estimated Accuracy
 NO0102;SPC NE       -   257,320.      451,360.      MT  (+/- 180 meters Scaled)
 NO0102
 NO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM687675(NAD 83)
 NO0102
 NO0102                          SUPERSEDED SURVEY CONTROL
 NO0102
 NO0102  NGVD 29 (??/??/92)  906.102  (m)         2972.77   (f) ADJ UNCH    2 0
 NO0102
 NO0102.Superseded values are not recommended for survey control.
 NO0102
 NO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0102.See file dsdata.pdf to determine how the superseded data were derived.
 NO0102
 NO0102_MARKER: DB = BENCH MARK DISK
 NO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0102_STAMPING: W 73 1934
 NO0102_MARK LOGO: CGS
 NO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0102+STABILITY: SURFACE MOTION
 NO0102
 NO0102  HISTORY     - Date     Condition        Report By
 NO0102  HISTORY     - 1934     MONUMENTED       CGS
 NO0102
 NO0102                          STATION DESCRIPTION
 NO0102
 NO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0102'11.7 MI FROM THEDFORD.
 NO0102'ABOUT 11.7 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 NO0102'COURTHOUSE AT THEDFORD, THOMAS COUNTY, 34 FEET WEST OF THE
 NO0102'CENTER OF AN AUTOMOBILE GATE, AND 1.8 FEET NORTH OF THE FENCE.
 NO0102'A STANDARD DISK, STAMPED W 73 1934 AND SET IN THE TOP OF A
 NO0102'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0079 ***********************************************************************
 NP0079  DESIGNATION -  W 74
 NP0079  PID         -  NP0079
 NP0079  STATE/COUNTY-  NE/SHERIDAN
 NP0079  COUNTRY     -  US
 NP0079  USGS QUAD   -  ARNOLD LAKE (2017)
 NP0079
 NP0079                         *CURRENT SURVEY CONTROL
 NP0079  ______________________________________________________________________
 NP0079* NAD 83(1986) POSITION- 42 12 44.92   (N) 102 14 26.68   (W)   HD_HELD1
 NP0079* NAVD 88 ORTHO HEIGHT -  1193.558 (meters)     3915.86  (feet) ADJUSTED
 NP0079  ______________________________________________________________________
 NP0079  GEOID HEIGHT    -        -18.650 (meters)                     GEOID18
 NP0079  DYNAMIC HEIGHT  -       1192.896 (meters)     3913.69  (feet) COMP
 NP0079  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 NP0079
 NP0079  VERT ORDER      -  SECOND    CLASS 0
 NP0079
 NP0079.The horizontal coordinates were determined by differentially corrected
 NP0079.hand held GPS observations or other comparable positioning techniques
 NP0079.and have an estimated accuracy of +/- 3 meters.
 NP0079
 NP0079.The orthometric height was determined by differential leveling and
 NP0079.adjusted by the NATIONAL GEODETIC SURVEY
 NP0079.in June 1991.
 NP0079
 NP0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0079.GEOID18 height accuracy estimate available here.
 NP0079
 NP0079.Click photographs - Photos may exist for this station.
 NP0079
 NP0079.The dynamic height is computed by dividing the NAVD 88
 NP0079.geopotential number by the normal gravity value computed on the
 NP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0079.degrees latitude (g = 980.6199 gals.).
 NP0079
 NP0079.The modeled gravity was interpolated from observed gravity values.
 NP0079
 NP0079;                    North         East    Units  Estimated Accuracy
 NP0079;SPC NE       -   266,549.2     315,041.3     MT  (+/- 3 meters HH1 GPS) 
 NP0079
 NP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2776177054(NAD 83)
 NP0079
 NP0079                          SUPERSEDED SURVEY CONTROL
 NP0079
 NP0079  NGVD 29 (??/??/92) 1193.017  (m)         3914.09   (f) ADJ UNCH    2 0
 NP0079
 NP0079.Superseded values are not recommended for survey control.
 NP0079
 NP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0079.See file dsdata.pdf to determine how the superseded data were derived.
 NP0079
 NP0079_MARKER: DB = BENCH MARK DISK
 NP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0079_STAMPING: W 74 1934
 NP0079_MARK LOGO: CGS
 NP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0079+STABILITY: SURFACE MOTION
 NP0079
 NP0079  HISTORY     - Date     Condition        Report By
 NP0079  HISTORY     - 1934     MONUMENTED       CGS
 NP0079
 NP0079                          STATION DESCRIPTION
 NP0079
 NP0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0079'13.6 MI N FROM ELLSWORTH.
 NP0079'13.6 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0079'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0079'COUNTY, 120 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO
 NP0079'SCHOOLHOUSE, 29 FEET EAST OF THE CENTER OF A CATTLE GUARD, AND
 NP0079'8 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED W 74 1934 AND
 NP0079'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0069 ***********************************************************************
 NP0069  DESIGNATION -  W 75
 NP0069  PID         -  NP0069
 NP0069  STATE/COUNTY-  NE/SHERIDAN
 NP0069  COUNTRY     -  US
 NP0069  USGS QUAD   -  SOUTH OF GORDON (2017)
 NP0069
 NP0069                         *CURRENT SURVEY CONTROL
 NP0069  ______________________________________________________________________
 NP0069* NAD 83(1986) POSITION- 42 44 47.     (N) 102 12 17.     (W)   SCALED
 NP0069* NAVD 88 ORTHO HEIGHT -  1101.116 (meters)     3612.58  (feet) ADJUSTED
 NP0069  ______________________________________________________________________
 NP0069  GEOID HEIGHT    -        -18.401 (meters)                     GEOID18
 NP0069  DYNAMIC HEIGHT  -       1100.591 (meters)     3610.86  (feet) COMP
 NP0069  MODELED GRAVITY -    980,105.6   (mgal)                       NAVD 88
 NP0069
 NP0069  VERT ORDER      -  SECOND    CLASS 0
 NP0069
 NP0069.The horizontal coordinates were scaled from a map and have
 NP0069.an estimated accuracy of +/- 6 seconds.
 NP0069
 NP0069.The orthometric height was determined by differential leveling and
 NP0069.adjusted by the NATIONAL GEODETIC SURVEY
 NP0069.in June 1991.
 NP0069
 NP0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0069.GEOID18 height accuracy estimate available here.
 NP0069
 NP0069.Click photographs - Photos may exist for this station.
 NP0069
 NP0069.The dynamic height is computed by dividing the NAVD 88
 NP0069.geopotential number by the normal gravity value computed on the
 NP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0069.degrees latitude (g = 980.6199 gals.).
 NP0069
 NP0069.The modeled gravity was interpolated from observed gravity values.
 NP0069
 NP0069;                    North         East    Units  Estimated Accuracy
 NP0069;SPC NE       -   325,750.      319,530.      MT  (+/- 180 meters Scaled)
 NP0069
 NP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH287364(NAD 83)
 NP0069
 NP0069                          SUPERSEDED SURVEY CONTROL
 NP0069
 NP0069  NGVD 29 (??/??/92) 1100.630  (m)         3610.98   (f) ADJ UNCH    2 0
 NP0069
 NP0069.Superseded values are not recommended for survey control.
 NP0069
 NP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0069.See file dsdata.pdf to determine how the superseded data were derived.
 NP0069
 NP0069_MARKER: DB = BENCH MARK DISK
 NP0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0069_STAMPING: W 75 1934
 NP0069_MARK LOGO: CGS
 NP0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0069+STABILITY: SURFACE MOTION
 NP0069
 NP0069  HISTORY     - Date     Condition        Report By
 NP0069  HISTORY     - 1934     MONUMENTED       CGS
 NP0069
 NP0069                          STATION DESCRIPTION
 NP0069
 NP0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0069'4 MI S FROM GORDON.
 NP0069'4.0 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND NORTH
 NP0069'WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 100 FEET
 NP0069'SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL, 66 FEET SOUTHEAST
 NP0069'OF A PUMP, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NP0069'3 FEET NORTH OF THE SCHOOLYARD FENCE, AND 2-1/2 FEET WEST OF
 NP0069'ANOTHER FENCE.  A STANDARD DISK, STAMPED W 75 1934 AND SET IN
 NP0069'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0213 ***********************************************************************
 MN0213  DESIGNATION -  W 76
 MN0213  PID         -  MN0213
 MN0213  STATE/COUNTY-  NE/CHEYENNE
 MN0213  COUNTRY     -  US
 MN0213  USGS QUAD   -  POTTER (2017)
 MN0213
 MN0213                         *CURRENT SURVEY CONTROL
 MN0213  ______________________________________________________________________
 MN0213* NAD 83(1986) POSITION- 41 12 53.     (N) 103 16 35.     (W)   SCALED
 MN0213* NAVD 88 ORTHO HEIGHT -  1330.789 (meters)     4366.10  (feet) ADJUSTED
 MN0213  ______________________________________________________________________
 MN0213  GEOID HEIGHT    -        -19.428 (meters)                     GEOID18
 MN0213  DYNAMIC HEIGHT  -       1329.830 (meters)     4362.95  (feet) COMP
 MN0213  MODELED GRAVITY -    979,857.1   (mgal)                       NAVD 88
 MN0213
 MN0213  VERT ORDER      -  SECOND    CLASS 0
 MN0213
 MN0213.The horizontal coordinates were scaled from a map and have
 MN0213.an estimated accuracy of +/- 6 seconds.
 MN0213
 MN0213.The orthometric height was determined by differential leveling and
 MN0213.adjusted by the NATIONAL GEODETIC SURVEY
 MN0213.in June 1991.
 MN0213
 MN0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0213.GEOID18 height accuracy estimate available here.
 MN0213
 MN0213.Click photographs - Photos may exist for this station.
 MN0213
 MN0213.The dynamic height is computed by dividing the NAVD 88
 MN0213.geopotential number by the normal gravity value computed on the
 MN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0213.degrees latitude (g = 980.6199 gals.).
 MN0213
 MN0213.The modeled gravity was interpolated from observed gravity values.
 MN0213
 MN0213;                    North         East    Units  Estimated Accuracy
 MN0213;SPC NE       -   158,570.      225,390.      MT  (+/- 180 meters Scaled)
 MN0213
 MN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF444640(NAD 83)
 MN0213
 MN0213                          SUPERSEDED SURVEY CONTROL
 MN0213
 MN0213  NGVD 29 (??/??/92) 1330.150  (m)         4364.00   (f) ADJ UNCH    2 0
 MN0213
 MN0213.Superseded values are not recommended for survey control.
 MN0213
 MN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0213.See file dsdata.pdf to determine how the superseded data were derived.
 MN0213
 MN0213_MARKER: DB = BENCH MARK DISK
 MN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0213_STAMPING: W 76 1934
 MN0213_MARK LOGO: CGS
 MN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0213+STABILITY: SURFACE MOTION
 MN0213
 MN0213  HISTORY     - Date     Condition        Report By
 MN0213  HISTORY     - 1934     MONUMENTED       CGS
 MN0213  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0213
 MN0213                          STATION DESCRIPTION
 MN0213
 MN0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0213'2 MI E FROM POTTER.
 MN0213'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0213'AT POTTER, CHEYENNE COUNTY, 0.3 MILE WEST OF MILEPOST 424, AT A
 MN0213'ROAD CROSSING, 30.7 FEET SOUTH OF THE SOUTH RAIL, 20 FEET EAST
 MN0213'OF THE CENTER LINE OF THE ROAD, 15.4 FEET NORTH OF A FENCE, AND
 MN0213'ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0213'W 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0213
 MN0213                          STATION RECOVERY (1972)
 MN0213
 MN0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0556 ***********************************************************************
 MK0556  DESIGNATION -  W 77
 MK0556  PID         -  MK0556
 MK0556  STATE/COUNTY-  NE/DOUGLAS
 MK0556  COUNTRY     -  US
 MK0556  USGS QUAD   -  GRETNA (2017)
 MK0556
 MK0556                         *CURRENT SURVEY CONTROL
 MK0556  ______________________________________________________________________
 MK0556* NAD 83(1986) POSITION- 41 14 39.     (N) 096 09 44.     (W)   SCALED
 MK0556* NAVD 88 ORTHO HEIGHT -   332.593 (meters)     1091.18  (feet) ADJUSTED
 MK0556  ______________________________________________________________________
 MK0556  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 MK0556  DYNAMIC HEIGHT  -        332.450 (meters)     1090.71  (feet) COMP
 MK0556  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 MK0556
 MK0556  VERT ORDER      -  SECOND    CLASS 0
 MK0556
 MK0556.The horizontal coordinates were scaled from a map and have
 MK0556.an estimated accuracy of +/- 6 seconds.
 MK0556
 MK0556.The orthometric height was determined by differential leveling and
 MK0556.adjusted by the NATIONAL GEODETIC SURVEY
 MK0556.in June 1991.
 MK0556
 MK0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0556.GEOID18 height accuracy estimate available here.
 MK0556
 MK0556.Click photographs - Photos may exist for this station.
 MK0556
 MK0556.The dynamic height is computed by dividing the NAVD 88
 MK0556.geopotential number by the normal gravity value computed on the
 MK0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0556.degrees latitude (g = 980.6199 gals.).
 MK0556
 MK0556.The modeled gravity was interpolated from observed gravity values.
 MK0556
 MK0556;                    North         East    Units  Estimated Accuracy
 MK0556;SPC NE       -   163,780.      821,490.      MT  (+/- 180 meters Scaled)
 MK0556
 MK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL377697(NAD 83)
 MK0556
 MK0556                          SUPERSEDED SURVEY CONTROL
 MK0556
 MK0556  NGVD 29 (??/??/92)  332.472  (m)         1090.79   (f) ADJ UNCH    2 0
 MK0556
 MK0556.Superseded values are not recommended for survey control.
 MK0556
 MK0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0556.See file dsdata.pdf to determine how the superseded data were derived.
 MK0556
 MK0556_MARKER: DB = BENCH MARK DISK
 MK0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0556_STAMPING: W 77 1935
 MK0556_MARK LOGO: CGS
 MK0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0556+STABILITY: SURFACE MOTION
 MK0556
 MK0556  HISTORY     - Date     Condition        Report By
 MK0556  HISTORY     - 1935     MONUMENTED       CGS
 MK0556  HISTORY     - 1947     GOOD             CGS
 MK0556  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0556
 MK0556                          STATION DESCRIPTION
 MK0556
 MK0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0556'3.2 MI NW FROM MILLARD.
 MK0556'3.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MK0556'STATION AT MILLARD, 0.3 MILE SOUTHEAST OF MILEPOST 17, AT THE
 MK0556'JUNCTION OF A BRANCH TRACK LEADING TO OMAHA AND AT THE LANE
 MK0556'SIDING, 26 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 MK0556'TRACK AND 1 FOOT LOWER, 23 FEET SOUTHWEST OF A FENCE, 23 FEET
 MK0556'SOUTHEAST OF THE SOUTHWEST CORNER OF A SIGNAL TOWER, 23 FEET
 MK0556'SOUTH OF THE SOUTHWEST POLE OF DOUBLE POWER POLES, SET IN THE
 MK0556'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 MK0556
 MK0556                          STATION RECOVERY (1976)
 MK0556
 MK0556'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1076 ***********************************************************************
 LF1076  DESIGNATION -  W 78
 LF1076  PID         -  LF1076
 LF1076  STATE/COUNTY-  NE/CASS
 LF1076  COUNTRY     -  US
 LF1076  USGS QUAD   -  MURRAY (2017)
 LF1076
 LF1076                         *CURRENT SURVEY CONTROL
 LF1076  ______________________________________________________________________
 LF1076* NAD 83(1986) POSITION- 40 54 52.     (N) 095 55 32.     (W)   SCALED
 LF1076* NAVD 88 ORTHO HEIGHT -   349.129 (meters)     1145.43  (feet) ADJUSTED
 LF1076  ______________________________________________________________________
 LF1076  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 LF1076  DYNAMIC HEIGHT  -        348.979 (meters)     1144.94  (feet) COMP
 LF1076  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 LF1076
 LF1076  VERT ORDER      -  SECOND    CLASS 0
 LF1076
 LF1076.The horizontal coordinates were scaled from a map and have
 LF1076.an estimated accuracy of +/- 6 seconds.
 LF1076
 LF1076.The orthometric height was determined by differential leveling and
 LF1076.adjusted by the NATIONAL GEODETIC SURVEY
 LF1076.in June 1991.
 LF1076
 LF1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1076.GEOID18 height accuracy estimate available here.
 LF1076
 LF1076.Click photographs - Photos may exist for this station.
 LF1076
 LF1076.The dynamic height is computed by dividing the NAVD 88
 LF1076.geopotential number by the normal gravity value computed on the
 LF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1076.degrees latitude (g = 980.6199 gals.).
 LF1076
 LF1076.The modeled gravity was interpolated from observed gravity values.
 LF1076
 LF1076;                    North         East    Units  Estimated Accuracy
 LF1076;SPC NE       -   128,120.      843,020.      MT  (+/- 180 meters Scaled)
 LF1076
 LF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF536333(NAD 83)
 LF1076
 LF1076                          SUPERSEDED SURVEY CONTROL
 LF1076
 LF1076  NGVD 29 (??/??/92)  349.024  (m)         1145.09   (f) ADJ UNCH    2 0
 LF1076
 LF1076.Superseded values are not recommended for survey control.
 LF1076
 LF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1076.See file dsdata.pdf to determine how the superseded data were derived.
 LF1076
 LF1076_MARKER: DB = BENCH MARK DISK
 LF1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1076_STAMPING: W 78 1935
 LF1076_MARK LOGO: CGS
 LF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1076+STABILITY: SURFACE MOTION
 LF1076
 LF1076  HISTORY     - Date     Condition        Report By
 LF1076  HISTORY     - 1935     MONUMENTED       CGS
 LF1076  HISTORY     - 1949     GOOD             CGS
 LF1076  HISTORY     - 20060410 MARK NOT FOUND   NEDR
 LF1076
 LF1076                          STATION DESCRIPTION
 LF1076
 LF1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF1076'AT MURRAY.
 LF1076'48 FEET SOUTH OF THE SOUTHWEST CORNER OF THE MISSOURI PACIFIC
 LF1076'RAILWAY STATION AT MURRAY, 27 FEET WEST OF THE WEST RAIL OF THE
 LF1076'MAIN TRACK, 11.9 FEET EAST OF THE NORTHEAST CORNER OF A COAL
 LF1076'SHED, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LF1076'THE GROUND.
 LF1076
 LF1076                          STATION RECOVERY (2006)
 LF1076
 LF1076'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LF1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0166 ***********************************************************************
 LG0166  DESIGNATION -  W 79
 LG0166  PID         -  LG0166
 LG0166  STATE/COUNTY-  NE/CASS
 LG0166  COUNTRY     -  US
 LG0166  USGS QUAD   -  GREENWOOD (2017)
 LG0166
 LG0166                         *CURRENT SURVEY CONTROL
 LG0166  ______________________________________________________________________
 LG0166* NAD 83(1986) POSITION- 40 59 10.     (N) 096 25 06.     (W)   SCALED
 LG0166* NAVD 88 ORTHO HEIGHT -   336.874 (meters)     1105.23  (feet) ADJUSTED
 LG0166  ______________________________________________________________________
 LG0166  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 LG0166  DYNAMIC HEIGHT  -        336.736 (meters)     1104.77  (feet) COMP
 LG0166  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 LG0166
 LG0166  VERT ORDER      -  SECOND    CLASS 0
 LG0166
 LG0166.The horizontal coordinates were scaled from a map and have
 LG0166.an estimated accuracy of +/- 6 seconds.
 LG0166
 LG0166.The orthometric height was determined by differential leveling and
 LG0166.adjusted by the NATIONAL GEODETIC SURVEY
 LG0166.in June 1991.
 LG0166
 LG0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0166.GEOID18 height accuracy estimate available here.
 LG0166
 LG0166.Click photographs - Photos may exist for this station.
 LG0166
 LG0166.The dynamic height is computed by dividing the NAVD 88
 LG0166.geopotential number by the normal gravity value computed on the
 LG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0166.degrees latitude (g = 980.6199 gals.).
 LG0166
 LG0166.The modeled gravity was interpolated from observed gravity values.
 LG0166
 LG0166;                    North         East    Units  Estimated Accuracy
 LG0166;SPC NE       -   134,230.      801,230.      MT  (+/- 180 meters Scaled)
 LG0166
 LG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL171404(NAD 83)
 LG0166
 LG0166                          SUPERSEDED SURVEY CONTROL
 LG0166
 LG0166  NGVD 29 (??/??/92)  336.773  (m)         1104.90   (f) ADJ UNCH    2 0
 LG0166
 LG0166.Superseded values are not recommended for survey control.
 LG0166
 LG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0166.See file dsdata.pdf to determine how the superseded data were derived.
 LG0166
 LG0166_MARKER: DB = BENCH MARK DISK
 LG0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0166_SP_SET: BRIDGE
 LG0166_STAMPING: W 79 1935
 LG0166_MARK LOGO: CGS
 LG0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0166
 LG0166  HISTORY     - Date     Condition        Report By
 LG0166  HISTORY     - 1935     MONUMENTED       CGS
 LG0166
 LG0166                          STATION DESCRIPTION
 LG0166
 LG0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0166'2.1 MI NE FROM GREENWOOD.
 LG0166'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0166'RAILROAD FROM THE STATION AT GREENWOOD, CASS COUNTY, 9 RAILS
 LG0166'WEST OF MILEPOST 40, AT BRIDGE 40.09, IN THE TOP OF THE
 LG0166'SOUTHEAST CORNER OF THE EAST ABUTMENT, AND 6.8 FEET SOUTH
 LG0166'OF THE SOUTH RAIL OF THE WEST-BOUND TRACK.  A STANDARD DISK,
 LG0166'STAMPED W 79 1935.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1130 ***********************************************************************
 AI1130  DESIGNATION -  W 79 RESET
 AI1130  PID         -  AI1130
 AI1130  STATE/COUNTY-  NE/CASS
 AI1130  COUNTRY     -  US
 AI1130  USGS QUAD   -  GREENWOOD (2017)
 AI1130
 AI1130                         *CURRENT SURVEY CONTROL
 AI1130  ______________________________________________________________________
 AI1130* NAD 83(1986) POSITION- 40 59 09.     (N) 096 25 06.     (W)   SCALED
 AI1130* NAVD 88 ORTHO HEIGHT -   332.77  (meters)     1091.8   (feet) RESET
 AI1130  ______________________________________________________________________
 AI1130  GEOID HEIGHT    -        -26.101 (meters)                     GEOID18
 AI1130  VERT ORDER      -  THIRD
 AI1130
 AI1130.The horizontal coordinates were scaled from a map and have
 AI1130.an estimated accuracy of +/- 6 seconds.
 AI1130
 AI1130.The orthometric height was computed from unverified reset data.
 AI1130
 AI1130.No vertical observational check was made to the station.
 AI1130
 AI1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1130.GEOID18 height accuracy estimate available here.
 AI1130
 AI1130.Click photographs - Photos may exist for this station.
 AI1130
 AI1130;                    North         East    Units  Estimated Accuracy
 AI1130;SPC NE       -   134,200.      801,230.      MT  (+/- 180 meters Scaled)
 AI1130
 AI1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL171403(NAD 83)
 AI1130
 AI1130                          SUPERSEDED SURVEY CONTROL
 AI1130
 AI1130.No superseded survey control is available for this station.
 AI1130
 AI1130_MARKER: DV = VERTICAL CONTROL DISK
 AI1130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1130_SP_SET: BRIDGE PIER
 AI1130_STAMPING: W 79 RESET 1999
 AI1130_MARK LOGO: NGS
 AI1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1130+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 AI1130
 AI1130  HISTORY     - Date     Condition        Report By
 AI1130  HISTORY     - 1999     MONUMENTED       NEDR
 AI1130  HISTORY     - 20060412 GOOD             NEDR
 AI1130
 AI1130                          STATION DESCRIPTION
 AI1130
 AI1130'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI1130'TO REACH FROM THE INTERSECTION OF MAIN STREET WITH U.S.  HIGHWAY 6, IN
 AI1130'GREENWOOD, GO NORTHEAST ON THE HIGHWAY FOR 2.0 MI (3.2 KM) TO THE MARK
 AI1130'IN THE NORTHEAST PIER OF BRIDGE NUMBER 33363, OVER GREENWOOD CREEK AND
 AI1130'IN THE NW1/4, SEC26, T12N, R9E.  IT IS A STANDARD DISK, CEMENTED INTO
 AI1130'A DRILLED HOLE IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST PIER
 AI1130'FOR THE BRIDGE, 28.18 FT (8.59 M) SOUTHWEST OF THE NORTHEAST END OF
 AI1130'THE BRIDGE EXPANSION JOINT, 24.15 FT (7.36 M) NORTHWEST OF THE
 AI1130'CENTERLINE OF THE BRIDGE AND 1.68 FT (0.51 M) LOWER THAN THE BRIDGE
 AI1130'DECK.
 AI1130
 AI1130                          STATION RECOVERY (2006)
 AI1130
 AI1130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 AI1130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0502 ***********************************************************************
 LG0502  DESIGNATION -  W 80
 LG0502  PID         -  LG0502
 LG0502  STATE/COUNTY-  NE/SEWARD
 LG0502  COUNTRY     -  US
 LG0502  USGS QUAD   -  MILFORD (2017)
 LG0502
 LG0502                         *CURRENT SURVEY CONTROL
 LG0502  ______________________________________________________________________
 LG0502* NAD 83(1986) POSITION- 40 49 07.     (N) 097 04 20.     (W)   SCALED
 LG0502* NAVD 88 ORTHO HEIGHT -   431.886 (meters)     1416.95  (feet) ADJUSTED
 LG0502  ______________________________________________________________________
 LG0502  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 LG0502  DYNAMIC HEIGHT  -        431.651 (meters)     1416.18  (feet) COMP
 LG0502  MODELED GRAVITY -    980,067.5   (mgal)                       NAVD 88
 LG0502
 LG0502  VERT ORDER      -  SECOND    CLASS 0
 LG0502
 LG0502.The horizontal coordinates were scaled from a map and have
 LG0502.an estimated accuracy of +/- 6 seconds.
 LG0502
 LG0502.The orthometric height was determined by differential leveling and
 LG0502.adjusted by the NATIONAL GEODETIC SURVEY
 LG0502.in June 1991.
 LG0502
 LG0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0502.GEOID18 height accuracy estimate available here.
 LG0502
 LG0502.Click photographs - Photos may exist for this station.
 LG0502
 LG0502.The dynamic height is computed by dividing the NAVD 88
 LG0502.geopotential number by the normal gravity value computed on the
 LG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0502.degrees latitude (g = 980.6199 gals.).
 LG0502
 LG0502.The modeled gravity was interpolated from observed gravity values.
 LG0502
 LG0502;                    North         East    Units  Estimated Accuracy
 LG0502;SPC NE       -   113,570.      746,890.      MT  (+/- 180 meters Scaled)
 LG0502
 LG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL625204(NAD 83)
 LG0502
 LG0502                          SUPERSEDED SURVEY CONTROL
 LG0502
 LG0502  NGVD 29 (??/??/92)  431.704  (m)         1416.35   (f) ADJ UNCH    2 0
 LG0502
 LG0502.Superseded values are not recommended for survey control.
 LG0502
 LG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0502.See file dsdata.pdf to determine how the superseded data were derived.
 LG0502
 LG0502_MARKER: DB = BENCH MARK DISK
 LG0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0502_SP_SET: ABUTMENT
 LG0502_STAMPING: W 80 1935
 LG0502_MARK LOGO: CGS
 LG0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0502
 LG0502  HISTORY     - Date     Condition        Report By
 LG0502  HISTORY     - 1935     MONUMENTED       CGS
 LG0502  HISTORY     - 1939     GOOD             CGS
 LG0502
 LG0502                          STATION DESCRIPTION
 LG0502
 LG0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0502'0.9 MI SE FROM RUBY.
 LG0502'0.9 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0502'RAILROAD FROM THE STATION AT RUBY, SEWARD COUNTY, 255 FEET
 LG0502'NORTH OF MILEPOST 23, AT BRIDGE 23.06, IN THE TOP OF THE NORTHEAST
 LG0502'CORNER OF THE NORTH ABUTMENT, 6.5 FEET EAST OF THE EAST RAIL,
 LG0502'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LG0502'W 80 1935.
 LG0502
 LG0502                          STATION RECOVERY (1939)
 LG0502
 LG0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LG0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0964 ***********************************************************************
 MK0964  DESIGNATION -  W 81
 MK0964  PID         -  MK0964
 MK0964  STATE/COUNTY-  NE/SAUNDERS
 MK0964  COUNTRY     -  US
 MK0964  USGS QUAD   -  TOUHY (2017)
 MK0964
 MK0964                         *CURRENT SURVEY CONTROL
 MK0964  ______________________________________________________________________
 MK0964* NAD 83(1986) POSITION- 41 12 21.     (N) 096 47 38.     (W)   SCALED
 MK0964* NAVD 88 ORTHO HEIGHT -   417.948 (meters)     1371.22  (feet) ADJUSTED
 MK0964  ______________________________________________________________________
 MK0964  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 MK0964  DYNAMIC HEIGHT  -        417.747 (meters)     1370.56  (feet) COMP
 MK0964  MODELED GRAVITY -    980,129.1   (mgal)                       NAVD 88
 MK0964
 MK0964  VERT ORDER      -  SECOND    CLASS 0
 MK0964
 MK0964.The horizontal coordinates were scaled from a map and have
 MK0964.an estimated accuracy of +/- 6 seconds.
 MK0964
 MK0964.The orthometric height was determined by differential leveling and
 MK0964.adjusted by the NATIONAL GEODETIC SURVEY
 MK0964.in June 1991.
 MK0964
 MK0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0964.GEOID18 height accuracy estimate available here.
 MK0964
 MK0964.Click photographs - Photos may exist for this station.
 MK0964
 MK0964.The dynamic height is computed by dividing the NAVD 88
 MK0964.geopotential number by the normal gravity value computed on the
 MK0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0964.degrees latitude (g = 980.6199 gals.).
 MK0964
 MK0964.The modeled gravity was interpolated from observed gravity values.
 MK0964
 MK0964;                    North         East    Units  Estimated Accuracy
 MK0964;SPC NE       -   157,370.      768,760.      MT  (+/- 180 meters Scaled)
 MK0964
 MK0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL849639(NAD 83)
 MK0964
 MK0964                          SUPERSEDED SURVEY CONTROL
 MK0964
 MK0964  NGVD 29 (??/??/92)  417.782  (m)         1370.67   (f) ADJ UNCH    2 0
 MK0964
 MK0964.Superseded values are not recommended for survey control.
 MK0964
 MK0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0964.See file dsdata.pdf to determine how the superseded data were derived.
 MK0964
 MK0964_MARKER: DB = BENCH MARK DISK
 MK0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0964_STAMPING: W 81 1935
 MK0964_MARK LOGO: CGS
 MK0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0964+STABILITY: SURFACE MOTION
 MK0964
 MK0964  HISTORY     - Date     Condition        Report By
 MK0964  HISTORY     - 1935     MONUMENTED       CGS
 MK0964
 MK0964                          STATION DESCRIPTION
 MK0964
 MK0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0964'9.1 MI W FROM WAHOO.
 MK0964'9.1 MILES WEST OF POST OFFICE BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0964'HIGHWAY NUMBER 16, BETWEEN WAHOO AND BRAINARD, 1.0 MILE EAST OF
 MK0964'JUNCTION OF HIGHWAY 16 AND HIGHWAY 79, ON HILL OPPOSITE ROW OF
 MK0964'COTTON WOOD TREES, NEAR ROAD CROSSING.  129.3 FEET NORTHWEST OF
 MK0964'CENTER OF ROAD INTERSECTION, 121.8 FEET WEST OF CENTER LINE OF
 MK0964'COUNTY ROAD, 26.8 FEET NORTH OF CENTER LINE OF HIGHWAY 16, AND
 MK0964'4.5 FEET SOUTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0965 ***********************************************************************
 MK0965  DESIGNATION -  W 81 RESET
 MK0965  PID         -  MK0965
 MK0965  STATE/COUNTY-  NE/SAUNDERS
 MK0965  COUNTRY     -  US
 MK0965  USGS QUAD   -  TOUHY (2017)
 MK0965
 MK0965                         *CURRENT SURVEY CONTROL
 MK0965  ______________________________________________________________________
 MK0965* NAD 83(1986) POSITION- 41 12 21.     (N) 096 47 36.     (W)   SCALED
 MK0965* NAVD 88 ORTHO HEIGHT -   416.77  (meters)     1367.4   (feet) RESET
 MK0965  ______________________________________________________________________
 MK0965  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 MK0965  VERT ORDER      -  THIRD
 MK0965
 MK0965.The horizontal coordinates were scaled from a map and have
 MK0965.an estimated accuracy of +/- 6 seconds.
 MK0965
 MK0965.The orthometric height was computed from unverified reset data.
 MK0965
 MK0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0965.GEOID18 height accuracy estimate available here.
 MK0965
 MK0965.Click photographs - Photos may exist for this station.
 MK0965
 MK0965;                    North         East    Units  Estimated Accuracy
 MK0965;SPC NE       -   157,370.      768,800.      MT  (+/- 180 meters Scaled)
 MK0965
 MK0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL850639(NAD 83)
 MK0965
 MK0965                          SUPERSEDED SURVEY CONTROL
 MK0965
 MK0965  NGVD 29 (??/??/??)  416.61   (m)         1366.8    (f) RESET       3  
 MK0965
 MK0965.Superseded values are not recommended for survey control.
 MK0965
 MK0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0965.See file dsdata.pdf to determine how the superseded data were derived.
 MK0965
 MK0965_MARKER: DB = BENCH MARK DISK
 MK0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0965_STAMPING: W 81 RESET 1939
 MK0965_MARK LOGO: CGS
 MK0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0965+STABILITY: SURFACE MOTION
 MK0965
 MK0965  HISTORY     - Date     Condition        Report By
 MK0965  HISTORY     - 1939     MONUMENTED       NEDR
 MK0965  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0965
 MK0965                          STATION DESCRIPTION
 MK0965
 MK0965'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1939
 MK0965'9.1 MI W FROM WAHOO.
 MK0965'9.1 MILES WEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 16 FROM THE
 MK0965'POST OFFICE AT WAHOO, SAUNDERS COUNTY, 1.0 MILE EAST OF THE
 MK0965'JUNCTION OF STATE HIGHWAY 79, 131 FEET SOUTHWEST OF A SECTION
 MK0965'CORNER, 40 YARDS WEST OF THE INTERSECTION OF A COUNTY ROAD, AND
 MK0965'41.5 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY.  A
 MK0965'STANDARD DISK, STAMPED W 81 RESET 1939 AND SET IN THE TOP OF A
 MK0965'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 MK0965'ELEVATION DETERMINED IN OCTOBER 1939 BY ENGINEERS OF THE STATE
 MK0965'DEPARTMENT OF ROADS AND IRRIGATION.
 MK0965
 MK0965                          STATION RECOVERY (1968)
 MK0965
 MK0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0965'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0481 ***********************************************************************
 LG0481  DESIGNATION -  W 82
 LG0481  PID         -  LG0481
 LG0481  STATE/COUNTY-  NE/FILLMORE
 LG0481  COUNTRY     -  US
 LG0481  USGS QUAD   -  EXETER (2017)
 LG0481
 LG0481                         *CURRENT SURVEY CONTROL
 LG0481  ______________________________________________________________________
 LG0481* NAD 83(1986) POSITION- 40 40 16.     (N) 097 24 24.     (W)   SCALED
 LG0481* NAVD 88 ORTHO HEIGHT -   483.387 (meters)     1585.91  (feet) ADJUSTED
 LG0481  ______________________________________________________________________
 LG0481  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 LG0481  DYNAMIC HEIGHT  -        483.122 (meters)     1585.04  (feet) COMP
 LG0481  MODELED GRAVITY -    980,062.2   (mgal)                       NAVD 88
 LG0481
 LG0481  VERT ORDER      -  SECOND    CLASS 0
 LG0481
 LG0481.The horizontal coordinates were scaled from a map and have
 LG0481.an estimated accuracy of +/- 6 seconds.
 LG0481
 LG0481.The orthometric height was determined by differential leveling and
 LG0481.adjusted by the NATIONAL GEODETIC SURVEY
 LG0481.in June 1991.
 LG0481
 LG0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0481.GEOID18 height accuracy estimate available here.
 LG0481
 LG0481.Click photographs - Photos may exist for this station.
 LG0481
 LG0481.The dynamic height is computed by dividing the NAVD 88
 LG0481.geopotential number by the normal gravity value computed on the
 LG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0481.degrees latitude (g = 980.6199 gals.).
 LG0481
 LG0481.The modeled gravity was interpolated from observed gravity values.
 LG0481
 LG0481;                    North         East    Units  Estimated Accuracy
 LG0481;SPC NE       -    96,310.      719,190.      MT  (+/- 180 meters Scaled)
 LG0481
 LG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL346034(NAD 83)
 LG0481
 LG0481                          SUPERSEDED SURVEY CONTROL
 LG0481
 LG0481  NGVD 29 (??/??/92)  483.219  (m)         1585.36   (f) ADJ UNCH    2 0
 LG0481
 LG0481.Superseded values are not recommended for survey control.
 LG0481
 LG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0481.See file dsdata.pdf to determine how the superseded data were derived.
 LG0481
 LG0481_MARKER: DB = BENCH MARK DISK
 LG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0481_STAMPING: W 82 1935
 LG0481_MARK LOGO: CGS
 LG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0481+STABILITY: SURFACE MOTION
 LG0481
 LG0481  HISTORY     - Date     Condition        Report By
 LG0481  HISTORY     - 1935     MONUMENTED       CGS
 LG0481  HISTORY     - 1938     GOOD             CGS
 LG0481
 LG0481                          STATION DESCRIPTION
 LG0481
 LG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0481'2.9 MI NE FROM EXETER.
 LG0481'2.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0481'FROM THE STATION AT EXETER, FILLMORE COUNTY, AT A COUNTY-ROAD
 LG0481'CROSSING, 78.3 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 49.3
 LG0481'FEET EAST OF THE EAST RAIL, AND 29.8 FEET NORTH OF THE CENTER
 LG0481'LINE OF THE ROAD.  A STANDARD DISK, STAMPED W 82 1935 AND SET IN
 LG0481'THE TOP OF A CONCRETE POST.
 LG0481
 LG0481                          STATION RECOVERY (1938)
 LG0481
 LG0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0031 ***********************************************************************
 ML0031  DESIGNATION -  W 83
 ML0031  PID         -  ML0031
 ML0031  STATE/COUNTY-  NE/BOONE
 ML0031  COUNTRY     -  US
 ML0031  USGS QUAD   -  PETERSBURG (2017)
 ML0031
 ML0031                         *CURRENT SURVEY CONTROL
 ML0031  ______________________________________________________________________
 ML0031* NAD 83(1986) POSITION- 41 48 24.     (N) 098 05 54.     (W)   SCALED
 ML0031* NAVD 88 ORTHO HEIGHT -   559.758 (meters)     1836.47  (feet) ADJUSTED
 ML0031  ______________________________________________________________________
 ML0031  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 ML0031  DYNAMIC HEIGHT  -        559.509 (meters)     1835.66  (feet) COMP
 ML0031  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 ML0031
 ML0031  VERT ORDER      -  SECOND    CLASS 0
 ML0031
 ML0031.The horizontal coordinates were scaled from a map and have
 ML0031.an estimated accuracy of +/- 6 seconds.
 ML0031
 ML0031.The orthometric height was determined by differential leveling and
 ML0031.adjusted by the NATIONAL GEODETIC SURVEY
 ML0031.in June 1991.
 ML0031
 ML0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0031.GEOID18 height accuracy estimate available here.
 ML0031
 ML0031.Click photographs - Photos may exist for this station.
 ML0031
 ML0031.The dynamic height is computed by dividing the NAVD 88
 ML0031.geopotential number by the normal gravity value computed on the
 ML0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0031.degrees latitude (g = 980.6199 gals.).
 ML0031
 ML0031.The modeled gravity was interpolated from observed gravity values.
 ML0031
 ML0031;                    North         East    Units  Estimated Accuracy
 ML0031;SPC NE       -   220,830.      657,970.      MT  (+/- 180 meters Scaled)
 ML0031
 ML0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM748287(NAD 83)
 ML0031
 ML0031                          SUPERSEDED SURVEY CONTROL
 ML0031
 ML0031  NGVD 29 (??/??/92)  559.529  (m)         1835.72   (f) ADJ UNCH    2 0
 ML0031
 ML0031.Superseded values are not recommended for survey control.
 ML0031
 ML0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0031.See file dsdata.pdf to determine how the superseded data were derived.
 ML0031
 ML0031_MARKER: DB = BENCH MARK DISK
 ML0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0031_STAMPING: W 83 1935
 ML0031_MARK LOGO: CGS
 ML0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0031+STABILITY: SURFACE MOTION
 ML0031
 ML0031  HISTORY     - Date     Condition        Report By
 ML0031  HISTORY     - 1935     MONUMENTED       CGS
 ML0031  HISTORY     - 1961     MARK NOT FOUND   USGS
 ML0031
 ML0031                          STATION DESCRIPTION
 ML0031
 ML0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0031'3.3 MI SW FROM PETERSBURG.
 ML0031'3.1 FT NORTH OF LORETTO ALONG THE CHICAGO AND NORTH WESTERN
 ML0031'RAILROAD BETWEEN ELGIN AND ALBION, ABOUT 400 FEET SOUTHEAST OF
 ML0031'FARM HOUSE, 55.2 FEET SOUTHWEST OF RAILROAD CROSSING, 46.6 FEET
 ML0031'WEST OF THE WEST RAIL, 9.4 FEET EAST OF FENCE, 7.3 FEET SOUTH
 ML0031'OF MILE POST NO. 92.
 ML0031
 ML0031                          STATION RECOVERY (1961)
 ML0031
 ML0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1642 ***********************************************************************
 MK1642  DESIGNATION -  W 84
 MK1642  PID         -  MK1642
 MK1642  STATE/COUNTY-  NE/PLATTE
 MK1642  COUNTRY     -  US
 MK1642  USGS QUAD   -  CORNLEA (2017)
 MK1642
 MK1642                         *CURRENT SURVEY CONTROL
 MK1642  ______________________________________________________________________
 MK1642* NAD 83(1986) POSITION- 41 40 43.     (N) 097 34 02.     (W)   SCALED
 MK1642* NAVD 88 ORTHO HEIGHT -   525.187 (meters)     1723.05  (feet) ADJUSTED
 MK1642  ______________________________________________________________________
 MK1642  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 MK1642  DYNAMIC HEIGHT  -        524.962 (meters)     1722.31  (feet) COMP
 MK1642  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 MK1642
 MK1642  VERT ORDER      -  SECOND    CLASS 0
 MK1642
 MK1642.The horizontal coordinates were scaled from a map and have
 MK1642.an estimated accuracy of +/- 6 seconds.
 MK1642
 MK1642.The orthometric height was determined by differential leveling and
 MK1642.adjusted by the NATIONAL GEODETIC SURVEY
 MK1642.in June 1991.
 MK1642
 MK1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1642.GEOID18 height accuracy estimate available here.
 MK1642
 MK1642.Click photographs - Photos may exist for this station.
 MK1642
 MK1642.The dynamic height is computed by dividing the NAVD 88
 MK1642.geopotential number by the normal gravity value computed on the
 MK1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1642.degrees latitude (g = 980.6199 gals.).
 MK1642
 MK1642.The modeled gravity was interpolated from observed gravity values.
 MK1642
 MK1642;                    North         East    Units  Estimated Accuracy
 MK1642;SPC NE       -   207,720.      702,470.      MT  (+/- 180 meters Scaled)
 MK1642
 MK1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM192150(NAD 83)
 MK1642
 MK1642                          SUPERSEDED SURVEY CONTROL
 MK1642
 MK1642  NGVD 29 (??/??/92)  524.984  (m)         1722.39   (f) ADJ UNCH    2 0
 MK1642
 MK1642.Superseded values are not recommended for survey control.
 MK1642
 MK1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1642.See file dsdata.pdf to determine how the superseded data were derived.
 MK1642
 MK1642_MARKER: DB = BENCH MARK DISK
 MK1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1642_STAMPING: W 84 1935
 MK1642_MARK LOGO: CGS
 MK1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1642+STABILITY: SURFACE MOTION
 MK1642
 MK1642  HISTORY     - Date     Condition        Report By
 MK1642  HISTORY     - 1935     MONUMENTED       CGS
 MK1642
 MK1642                          STATION DESCRIPTION
 MK1642
 MK1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1642'AT CORNLEA.
 MK1642'AT CORNLEA.  ALONG THE CHICAGO AND NORTH WESTERN RAILROAD, IN
 MK1642'THE RAILROAD PARK, 61.2 FEET NORTH OF THE NORTH RAIL, 55.6 FEET
 MK1642'WEST OF THE NORTHWEST CORNER OF DEPOT, 7.7 FEET NORTHEAST OF
 MK1642'TELEPHONE POLE, 1.7 FEET SOUTH OF FENCE, IN FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1202 ***********************************************************************
 MK1202  DESIGNATION -  W 86
 MK1202  PID         -  MK1202
 MK1202  STATE/COUNTY-  NE/COLFAX
 MK1202  COUNTRY     -  US
 MK1202  USGS QUAD   -  LEIGH (2017)
 MK1202
 MK1202                         *CURRENT SURVEY CONTROL
 MK1202  ______________________________________________________________________
 MK1202* NAD 83(1986) POSITION- 41 42 38.     (N) 097 10 29.     (W)   SCALED
 MK1202* NAVD 88 ORTHO HEIGHT -   469.640 (meters)     1540.81  (feet) ADJUSTED
 MK1202  ______________________________________________________________________
 MK1202  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 MK1202  DYNAMIC HEIGHT  -        469.441 (meters)     1540.16  (feet) COMP
 MK1202  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 MK1202
 MK1202  VERT ORDER      -  SECOND    CLASS 0
 MK1202
 MK1202.The horizontal coordinates were scaled from a map and have
 MK1202.an estimated accuracy of +/- 6 seconds.
 MK1202
 MK1202.The orthometric height was determined by differential leveling and
 MK1202.adjusted by the NATIONAL GEODETIC SURVEY
 MK1202.in June 1991.
 MK1202
 MK1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1202.GEOID18 height accuracy estimate available here.
 MK1202
 MK1202.Click photographs - Photos may exist for this station.
 MK1202
 MK1202.The dynamic height is computed by dividing the NAVD 88
 MK1202.geopotential number by the normal gravity value computed on the
 MK1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1202.degrees latitude (g = 980.6199 gals.).
 MK1202
 MK1202.The modeled gravity was interpolated from observed gravity values.
 MK1202
 MK1202;                    North         East    Units  Estimated Accuracy
 MK1202;SPC NE       -   212,260.      735,010.      MT  (+/- 180 meters Scaled)
 MK1202
 MK1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM518192(NAD 83)
 MK1202
 MK1202                          SUPERSEDED SURVEY CONTROL
 MK1202
 MK1202  NGVD 29 (??/??/92)  469.450  (m)         1540.19   (f) ADJ UNCH    2 0
 MK1202
 MK1202.Superseded values are not recommended for survey control.
 MK1202
 MK1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1202.See file dsdata.pdf to determine how the superseded data were derived.
 MK1202
 MK1202_MARKER: DB = BENCH MARK DISK
 MK1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1202_STAMPING: W 86 1935
 MK1202_MARK LOGO: CGS
 MK1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1202+STABILITY: SURFACE MOTION
 MK1202
 MK1202  HISTORY     - Date     Condition        Report By
 MK1202  HISTORY     - 1935     MONUMENTED       CGS
 MK1202  HISTORY     - 1966     GOOD             USGS
 MK1202  HISTORY     - 20221215 MARK NOT FOUND   NEPPD
 MK1202
 MK1202                          STATION DESCRIPTION
 MK1202
 MK1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1202'3.7 MI E FROM LEIGH.
 MK1202'3.1 MILES EAST OF LEIGH.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1202'RAILROAD BETWEEN HUMPHREY AND HOOPER, NEAR CROSSING, 11 RAILS
 MK1202'WEST OF CULVERT D-, 51.7 FEET SOUTH OF THE SOUTH RAIL, 3.8
 MK1202'FEET NORTH OF FENCE.  NOTE-- LEIGH, 3 MI E OF T 20 N, R 2 E,
 MK1202'APPROX 1150 FT S OF COR. SECS. 10, 11, 14, 158 26 FT S, 36 FT
 MK1202'E, AND NORMAL TO N-S RD. AND OLD ABANDONED RR X-ING.
 MK1202
 MK1202                          STATION RECOVERY (1966)
 MK1202
 MK1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1202'RECOVERED IN GOOD CONDITION.
 MK1202
 MK1202                          STATION RECOVERY (2022)
 MK1202
 MK1202'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2022 (AW)
 MK1202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1156 ***********************************************************************
 MK1156  DESIGNATION -  W 87
 MK1156  PID         -  MK1156
 MK1156  STATE/COUNTY-  NE/STANTON
 MK1156  COUNTRY     -  US
 MK1156  USGS QUAD   -  STANTON NE (2017)
 MK1156
 MK1156                         *CURRENT SURVEY CONTROL
 MK1156  ______________________________________________________________________
 MK1156* NAD 83(1986) POSITION- 41 59 22.     (N) 097 03 32.     (W)   SCALED
 MK1156* NAVD 88 ORTHO HEIGHT -   429.194 (meters)     1408.11  (feet) ADJUSTED
 MK1156  ______________________________________________________________________
 MK1156  GEOID HEIGHT    -        -24.848 (meters)                     GEOID18
 MK1156  DYNAMIC HEIGHT  -        429.038 (meters)     1407.60  (feet) COMP
 MK1156  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 MK1156
 MK1156  VERT ORDER      -  SECOND    CLASS 0
 MK1156
 MK1156.The horizontal coordinates were scaled from a map and have
 MK1156.an estimated accuracy of +/- 6 seconds.
 MK1156
 MK1156.The orthometric height was determined by differential leveling and
 MK1156.adjusted by the NATIONAL GEODETIC SURVEY
 MK1156.in June 1991.
 MK1156
 MK1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1156.GEOID18 height accuracy estimate available here.
 MK1156
 MK1156.Click photographs - Photos may exist for this station.
 MK1156
 MK1156.The dynamic height is computed by dividing the NAVD 88
 MK1156.geopotential number by the normal gravity value computed on the
 MK1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1156.degrees latitude (g = 980.6199 gals.).
 MK1156
 MK1156.The modeled gravity was interpolated from observed gravity values.
 MK1156
 MK1156;                    North         East    Units  Estimated Accuracy
 MK1156;SPC NE       -   243,530.      743,590.      MT  (+/- 180 meters Scaled)
 MK1156
 MK1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM607504(NAD 83)
 MK1156
 MK1156                          SUPERSEDED SURVEY CONTROL
 MK1156
 MK1156  NGVD 29 (??/??/92)  429.034  (m)         1407.59   (f) ADJ UNCH    2 0
 MK1156
 MK1156.Superseded values are not recommended for survey control.
 MK1156
 MK1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1156.See file dsdata.pdf to determine how the superseded data were derived.
 MK1156
 MK1156_MARKER: DB = BENCH MARK DISK
 MK1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1156_STAMPING: W 87 1935
 MK1156_MARK LOGO: CGS
 MK1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1156+STABILITY: SURFACE MOTION
 MK1156
 MK1156  HISTORY     - Date     Condition        Report By
 MK1156  HISTORY     - 1935     MONUMENTED       CGS
 MK1156  HISTORY     - 1963     MARK NOT FOUND   USGS
 MK1156
 MK1156                          STATION DESCRIPTION
 MK1156
 MK1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1156'1.2 MI S FROM PILGER.
 MK1156'1.2 MILES SOUTH OF PILGER POST OFFICE BY HIGHWAY.  ALONG
 MK1156'STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 31.4 FEET
 MK1156'WEST OF THE CENTER LINE OF HIGHWAY, 15.4 FEET NORTH OF THE
 MK1156'CENTER LINE OF ROAD TO FARM HOUSE, 1.4 FEET EAST OF FENCE.
 MK1156
 MK1156                          STATION RECOVERY (1963)
 MK1156
 MK1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MK1156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0206 ***********************************************************************
 MN0206  DESIGNATION -  W 9
 MN0206  PID         -  MN0206
 MN0206  STATE/COUNTY-  NE/MORRILL
 MN0206  COUNTRY     -  US
 MN0206  USGS QUAD   -  MUD SPRINGS (2017)
 MN0206
 MN0206                         *CURRENT SURVEY CONTROL
 MN0206  ______________________________________________________________________
 MN0206* NAD 83(1986) POSITION- 41 29 42.     (N) 103 00 59.     (W)   SCALED
 MN0206* NAVD 88 ORTHO HEIGHT -  1212.765 (meters)     3978.88  (feet) ADJUSTED
 MN0206  ______________________________________________________________________
 MN0206  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 MN0206  DYNAMIC HEIGHT  -       1211.957 (meters)     3976.23  (feet) COMP
 MN0206  MODELED GRAVITY -    979,914.9   (mgal)                       NAVD 88
 MN0206
 MN0206  VERT ORDER      -  FIRST     CLASS II
 MN0206
 MN0206.The horizontal coordinates were scaled from a map and have
 MN0206.an estimated accuracy of +/- 6 seconds.
 MN0206
 MN0206.The orthometric height was determined by differential leveling and
 MN0206.adjusted by the NATIONAL GEODETIC SURVEY
 MN0206.in June 1991.
 MN0206
 MN0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0206.GEOID18 height accuracy estimate available here.
 MN0206
 MN0206.Click photographs - Photos may exist for this station.
 MN0206
 MN0206.The dynamic height is computed by dividing the NAVD 88
 MN0206.geopotential number by the normal gravity value computed on the
 MN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0206.degrees latitude (g = 980.6199 gals.).
 MN0206
 MN0206.The modeled gravity was interpolated from observed gravity values.
 MN0206
 MN0206;                    North         East    Units  Estimated Accuracy
 MN0206;SPC NE       -   188,880.      248,260.      MT  (+/- 180 meters Scaled)
 MN0206
 MN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF655956(NAD 83)
 MN0206
 MN0206                          SUPERSEDED SURVEY CONTROL
 MN0206
 MN0206  NGVD 29 (??/??/92) 1212.164  (m)         3976.91   (f) ADJ UNCH    1 2
 MN0206
 MN0206.Superseded values are not recommended for survey control.
 MN0206
 MN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0206.See file dsdata.pdf to determine how the superseded data were derived.
 MN0206
 MN0206_MARKER: DB = BENCH MARK DISK
 MN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0206_STAMPING: 3976.908 W 9 1933
 MN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0206+STABILITY: SURFACE MOTION
 MN0206
 MN0206  HISTORY     - Date     Condition        Report By
 MN0206  HISTORY     - 1933     MONUMENTED       CGS
 MN0206  HISTORY     - 1934     GOOD             CGS
 MN0206  HISTORY     - 1964     GOOD             CGS
 MN0206  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0206
 MN0206                          STATION DESCRIPTION
 MN0206
 MN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0206'7.1 MI N FROM DALTON.
 MN0206'IN MORRILL COUNTY, 3/4 MILE NORTH ALONG THE CHICAGO, BURLINGTON
 MN0206'AND QUINCY RAILROAD FROM SIMLA, MORRILL COUNTY, 7.1 MILES NORTH
 MN0206'OF DALTON, CHEYENNE COUNTY, 400 FEET SOUTH OF THE NORTH LINE OF
 MN0206'SEC. 31, T 18 N, R 49 W, AT A ROAD CROSSING NORTH OF MILEPOST
 MN0206'50, 2 1/2 RAILS NORTH OF THE POINT OF SWITCH TO A SIDING, 41 FEET
 MN0206'EAST OF THE EAST RAIL, 38 FEET NORTH OF THE CENTER OF THE
 MN0206'CROSSING, AND 4 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A
 MN0206'STANDARD DISK, STAMPED 3976.908 W 9 1933 AND SET IN THE TOP OF A
 MN0206'CONCRETE POST.
 MN0206
 MN0206                          STATION RECOVERY (1964)
 MN0206
 MN0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MN0206'RECOVERED IN GOOD CONDITION.
 MN0206
 MN0206                          STATION RECOVERY (1985)
 MN0206
 MN0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0206'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1190 ***********************************************************************
 NM1190  DESIGNATION -  WACKER
 NM1190  PID         -  NM1190
 NM1190  STATE/COUNTY-  NE/WAYNE
 NM1190  COUNTRY     -  US
 NM1190  USGS QUAD   -  WINSIDE (2017)
 NM1190
 NM1190                         *CURRENT SURVEY CONTROL
 NM1190  ______________________________________________________________________
 NM1190* NAD 83(1995) POSITION- 42 12 06.01792(N) 097 08 04.09334(W)   ADJUSTED
 NM1190* NAVD 88 ORTHO HEIGHT -   514.821 (meters)     1689.04  (feet) ADJUSTED
 NM1190  ______________________________________________________________________
 NM1190  GEOID HEIGHT    -        -24.835 (meters)                     GEOID18
 NM1190  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 NM1190  DYNAMIC HEIGHT  -        514.636 (meters)     1688.43  (feet) COMP
 NM1190  MODELED GRAVITY -    980,246.3   (mgal)                       NAVD 88
 NM1190
 NM1190  HORZ ORDER      -  FIRST
 NM1190  VERT ORDER      -  FIRST     CLASS II
 NM1190
 NM1190.The horizontal coordinates were established by classical geodetic methods
 NM1190.and adjusted by the National Geodetic Survey in August 1997.
 NM1190
 NM1190.The orthometric height was determined by differential leveling and
 NM1190.adjusted by the NATIONAL GEODETIC SURVEY
 NM1190.in June 1991.
 NM1190
 NM1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1190.GEOID18 height accuracy estimate available here.
 NM1190
 NM1190.Click photographs - Photos may exist for this station.
 NM1190
 NM1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1190
 NM1190.The dynamic height is computed by dividing the NAVD 88
 NM1190.geopotential number by the normal gravity value computed on the
 NM1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1190.degrees latitude (g = 980.6199 gals.).
 NM1190
 NM1190.The modeled gravity was interpolated from observed gravity values.
 NM1190
 NM1190. The following values were computed from the NAD 83(1995) position.
 NM1190
 NM1190;                    North         East     Units Scale Factor Converg.
 NM1190;SPC NE       -   266,872.743   736,553.537   MT  0.99973230   +1 53 56.3
 NM1190;SPC NE       -   875,564.99  2,416,509.40   sFT  0.99973230   +1 53 56.3
 NM1190;UTM  14      - 4,673,852.563   654,012.637   MT  0.99989186   +1 15 12.2
 NM1190
 NM1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1190!SPC NE       -   0.99992316  x   0.99973230  =   0.99965548
 NM1190!UTM  14      -   0.99992316  x   0.99989186  =   0.99981503
 NM1190
 NM1190:                Primary Azimuth Mark                     Grid Az
 NM1190:SPC NE       -  WACKER AZ MK RESET                       022 25 51.5
 NM1190:UTM  14      -  WACKER AZ MK RESET                       023 04 35.6
 NM1190
 NM1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5401273852(NAD 83)
 NM1190
 NM1190|---------------------------------------------------------------------|
 NM1190| PID    Reference Object                     Distance      Geod. Az  |
 NM1190|                                                           dddmmss.s |
 NM1190| CO4772 WACKER AZ MK RESET                                 0241947.8 |
 NM1190| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX.10.8 KM 0652435.7 |
 NM1190| NM1765 WAYNE TANK                          APPROX.10.5 KM 0674755.6 |
 NM1190| NM1768 CHURCH SPIRE C                      APPROX.10.3 KM 1863419.7 |
 NM1190| NM1771 WINSIDE TANK                        APPROX. 4.1 KM 2351119.3 |
 NM1190| NM1191 WACKER RM 1                          40.006 METERS 23724     |
 NM1190| NM1193 WACKER RM 3                          42.172 METERS 24316     |
 NM1190| CO4773 WACKER RM 4                          41.730 METERS 29456     |
 NM1190| NM1192 WACKER RM 2                          50.201 METERS 31512     |
 NM1190| CO4771 WACKER AZ MK                                       3594740.1 |
 NM1190|---------------------------------------------------------------------|
 NM1190
 NM1190                          SUPERSEDED SURVEY CONTROL
 NM1190
 NM1190  NAD 83(1986)-  42 12 06.02481(N)    097 08 04.09232(W) AD(       ) 1
 NM1190  NAD 27      -  42 12 06.01200(N)    097 08 02.92000(W) AD(       ) 1
 NM1190  NGVD 29 (??/??/92)  514.635  (m)         1688.43   (f) ADJ UNCH    1 2
 NM1190  NGVD 29             514.64   (m)         1688.4    (f) LEVELING    3  
 NM1190
 NM1190.Superseded values are not recommended for survey control.
 NM1190
 NM1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1190.See file dsdata.pdf to determine how the superseded data were derived.
 NM1190
 NM1190_MARKER: DS = TRIANGULATION STATION DISK
 NM1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1190_STAMPING: WACKER 1935
 NM1190_MARK LOGO: CGS
 NM1190_PROJECTION: RECESSED 25 CENTIMETERS
 NM1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1190+STABILITY: SURFACE MOTION
 NM1190
 NM1190  HISTORY     - Date     Condition        Report By
 NM1190  HISTORY     - 1935     MONUMENTED       CGS
 NM1190  HISTORY     - 1947     GOOD             CGS
 NM1190  HISTORY     - 1960     GOOD             CGS
 NM1190  HISTORY     - 1960     GOOD             CGS
 NM1190  HISTORY     - 1966     GOOD             CGS
 NM1190
 NM1190                          STATION DESCRIPTION
 NM1190
 NM1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1190'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 30, T. 26 N.,
 NM1190'R. 3 E., ON LAND OWNED BY FRED A. WACKER, ABOUT 2-1/2 MILES
 NM1190'NORTHEAST OF WINSIDE.
 NM1190'
 NM1190'REACHED FROM THE RAILROAD STATION IN WINSIDE BY GOING NORTH
 NM1190'FOR 0.1 MILE, THENCE EAST ON STATE HIGHWAY 35 FOR 2.25 MILES,
 NM1190'THENCE NORTH ACROSS RAILROAD TRACKS FOR 1.65 MILES TO STATION
 NM1190'ON RIGHT (EAST) AT LANE.  MARK IS 80 FEET EAST OF CENTERLINE
 NM1190'OF ROAD, 13 FEET SOUTH OF CENTERLINE OF LANE, 60 FEET EAST
 NM1190'OF FENCE, 8 FEET SOUTH OF FENCE, AND 10 INCHES UNDERGROUND
 NM1190'
 NM1190'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 1 FOOT EAST
 NM1190'OF FENCE, 30 FEET WEST OF CENTERLINE OF ROAD, AND PROJECTS
 NM1190'6 INCHES.
 NM1190'
 NM1190'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 1 FOOT EAST OF
 NM1190'FENCE, 30 FEET WEST OF CENTERLINE OF ROAD, AND PROJECTS
 NM1190'6 INCHES.
 NM1190'
 NM1190'AZIMUTH MARK IS NORTH OF STATION.  REACHED BY GOING NORTH
 NM1190'FOR 2.25 MILES TO MARK IN SOUTHEAST CORNER OF CROSSROADS, 30 FEET
 NM1190'EAST OF CENTERLINE OF NORTH-SOUTH ROAD, 35 FEET SOUTH OF CENTERLINE
 NM1190'OF EAST-WEST ROAD, AND PROJECTS 4 INCHES.
 NM1190'
 NM1190'OFFICE NOTE--OBVIOUSLY AN ERROR IN CONVERSION OF R.M. 1 DISTANCE.
 NM1190'
 NM1190'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1190
 NM1190                          STATION RECOVERY (1947)
 NM1190
 NM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM1190'3.9 MI NE FROM WINSIDE.
 NM1190'TO REACH FROM THE HIGH SCHOOL AT WINSIDE, PROCEED 2.25 MILES EAST
 NM1190'ALONG STATE HIGHWAY NO. 35 TO A DIRT CROSS ROAD, THENCE 1.65
 NM1190'MILE NORTH ALONG A DIRT ROAD TO THE TOP OF A HILL AND THE STATION.
 NM1190'STATION IS 0.7 MILE NORTH OF A SMALL SCHOOL HOUSE WHICH IS AT A
 NM1190'CROSSROAD, 92.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 NM1190'DIRT ROAD, 67.0 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 137.8
 NM1190'FEET NORTHEAST OF AND ACROSS THE ROAD FROM REFERENCE MARK WACKER
 NM1190'NO 2, BRONZE TRIANGULATION STATION DISK SET IN A CONCRETE POST IN
 NM1190'AN OPEN FIELD, ABOUT THE SAME ELEVATION AS THE ROAD AND 1.4 FOOT
 NM1190'UNDERGROUND.  NOTE-- STATION IS LOCATED ABOUT 7 MILES W-SW OF
 NM1190'WAYNE IN THE NORTHWEST QUARTER OF SEC. 30, T 26 N., R 3 E. ON
 NM1190'LAND OWNED BY FRED WACKER JR., 145 FT. S-SE OF THE SOUTH GATE IN A
 NM1190'NORTH-SOUTH FENCE ON THE EAST SIDE OF GRADED RD, 90 FT E OF THE
 NM1190'CENTER OF A N-S GRADED RD, AND 62 FT. E OF A N-S FENCE.
 NM1190
 NM1190                          STATION RECOVERY (1960)
 NM1190
 NM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1190'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1190'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 NM1190'DESTROYED AND REFERENCE MARK NO. 1 WHICH HAD BEEN HIT BY
 NM1190'ROAD MACHINERY.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3
 NM1190'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1190'
 NM1190'STATION IS LOCATED ABOUT 7 MILES WEST-SOUTHWEST OF WAYNE
 NM1190'AND 2 AND 1/2 MILES NORTHEAST OF WINSIDE IN THE NORTHWEST
 NM1190'QUARTER OF SEC. 30, T 26 N., R 3 E, ON LAND OWNED BY FRED
 NM1190'WACKER JR., 145 FEET SOUTH-SOUTHEAST OF THE SOUTH GATE IN
 NM1190'A NORTH-SOUTH FENCE ON THE EAST SIDE OF GRADED ROAD, 90 FEET
 NM1190'EAST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD, AND 62 FEET
 NM1190'EAST OF A NORTH-SOUTH FENCE.  THE MARK IS 12 INCHES BELOW
 NM1190'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WACKER 1935.
 NM1190'
 NM1190'REFERENCE MARK NO. 2 IS 164.70 FEET NORTHWEST OF THE STATION,
 NM1190'56 FEET WEST-SOUTHWEST OF SOUTH GATE POST IN FENCE, 27 FEET
 NM1190'WEST OF THE CENTER OF GRADED ROAD, 8 FEET EAST OF FENCE, AND 1
 NM1190'FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 10
 NM1190'INCHES AND THE DISK IS STAMPED WACKER NO 2 1935.
 NM1190'
 NM1190'REFERENCE MARK NO. 3 IS 138.40 FEET SOUTHWEST OF THE STATION,
 NM1190'34 FEET WEST OF THE CENTER OF THE CENTER OF GRADED ROAD.  THE
 NM1190'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED WACKER NO 3
 NM1190'1948.
 NM1190'
 NM1190'AZIMUTH MARK RESET IS 0.4 MILE NORTHEAST OF THE STATION, 27
 NM1190'FEET NORTH OF THE CENTER OF GRADED ROAD, 10 FEET EAST OF EAST
 NM1190'GATE POST, 1 FOOT SOUTH OF FENCE, AND 1 FOOT WEST OF NEW
 NM1190'STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 NM1190'DISK IS STAMPED WACKER 1935 RESET 1960.
 NM1190'
 NM1190'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NM1190'15 AND 35 IN WAYNE, GO WEST ON STATE HIGHWAY 35 FOR 6.0
 NM1190'MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH ON GRADED ROAD
 NM1190'FOR 2.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NM1190'
 NM1190'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.3
 NM1190'MILE TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.2 MILE
 NM1190'TO GATE ON THE LEFT AND THE AZIMUTH MARK.
 NM1190'
 NM1190'NOTE--THE ELEVATION WAS TRANSFERRED FROM WACKER R.M. NO. 2
 NM1190'TO WACKER R.M. NO. 3 AND THE ELEVATION OF WACKER R.M. NO. 3
 NM1190'IS 1687.866 FEET.
 NM1190
 NM1190                          STATION RECOVERY (1960)
 NM1190
 NM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NM1190'RECOVERED IN GOOD CONDITION.
 NM1190
 NM1190                          STATION RECOVERY (1966)
 NM1190
 NM1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1190'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED
 NM1190'IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS STABLE, BUT
 NM1190'PARTIALLY EXPOSED DUE TO GRADING OPERATIONS AND IN DANGER OF BEING
 NM1190'MOVED IN THE FUTURE.  THEREFORE A REFERENCE MARK, NUMBER 4, WAS
 NM1190'ESTABLISHED.  A SLIGHT DIFFERENCE IN DISTANCE TO REFERENCE MARK
 NM1190'NUMBER 3 WAS NOTED.
 NM1190'
 NM1190'STATION LOCATION AND TO REACH, AS IN THE 1960 DESCRIPTION WAS FOUND
 NM1190'TO BE ADEQUATE.
 NM1190'
 NM1190'ADDITIONAL MEASUREMENTS AND DESCRIPTION OF MARKS FOLLOWS.
 NM1190'
 NM1190'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 NM1190'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE
 NM1190'SURFACE OF THE GROUND AND IS STAMPED WACKER 1935.  IT IS 90 FEET
 NM1190'EAST OF CENTER OF A DIRT ROAD AND 62 FEET EAST OF A NORTH-SOUTH
 NM1190'FENCELINE.
 NM1190'
 NM1190'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 NM1190'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND IS
 NM1190'STAMPED WACKER NO 2 1935.  IT IS 34 FEET WEST OF CENTER OF A DIRT
 NM1190'ROAD, 6 FEET EAST OF A FENCELINE AND 1.2 FEET EAST OF A METAL
 NM1190'WITNESS POST.
 NM1190'
 NM1190'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 NM1190'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND IS
 NM1190'STAMPED WACKER NO 3 1935.  IT IS 33 FEET WEST OF CENTER OF THE DIRT
 NM1190'ROAD, 1-1/2 FEET EAST OF A FENCELINE AND 1.4 FEET NORTH OF A METAL
 NM1190'WITNESS POST.
 NM1190'
 NM1190'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 NM1190'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS STAMPED
 NM1190'WACKER NO 4 1935-1966.  IT IS 35-1/2 FEET WEST OF CENTER OF THE
 NM1190'DIRT ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND 1/2 FOOT EAST
 NM1190'OF A FENCELINE.
 NM1190'
 NM1190'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 NM1190'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS STAMPED WACKER
 NM1190'1935 RESET 1960.  IT IS 27 FEET NORTH OF A DIRT ROAD, 10.4 FEET
 NM1190'EAST OF A GAP IN FENCE, 1.3 FEET WEST OF A METAL WITNESS POST AND
 NM1190'1.0 FOOT SOUTH OF A FENCELINE.
 NM1190'
 NM1190'NO MEASUREMENT TO REFERENCE MARK NUMBER 2 FROM STATION WAS POSSIBLE
 NM1190'AT THIS TIME DUE TO HIGH GROWTH OF CORN.
 NM1190'
 NM1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 NM1190'NORTHEAST OF WINSIDE.
 NM1190'
 NM1190'HEIGHT OF LIGHT ABOVE STATION MARK 88.58 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1192 ***********************************************************************
 NM1192  DESIGNATION -  WACKER RM 2
 NM1192  PID         -  NM1192
 NM1192  STATE/COUNTY-  NE/WAYNE
 NM1192  COUNTRY     -  US
 NM1192  USGS QUAD   -  WINSIDE (2017)
 NM1192
 NM1192                         *CURRENT SURVEY CONTROL
 NM1192  ______________________________________________________________________
 NM1192* NAD 83(1986) POSITION- 42 12 07.17   (N) 097 08 05.64   (W)   HD_HELD1
 NM1192* NAVD 88 ORTHO HEIGHT -   515.088 (meters)     1689.92  (feet) ADJUSTED
 NM1192  ______________________________________________________________________
 NM1192  GEOID HEIGHT    -        -24.834 (meters)                     GEOID18
 NM1192  DYNAMIC HEIGHT  -        514.903 (meters)     1689.31  (feet) COMP
 NM1192  MODELED GRAVITY -    980,246.4   (mgal)                       NAVD 88
 NM1192
 NM1192  VERT ORDER      -  FIRST     CLASS II
 NM1192
 NM1192.The horizontal coordinates were determined by differentially corrected
 NM1192.hand held GPS observations or other comparable positioning techniques
 NM1192.and have an estimated accuracy of +/- 3 meters.
 NM1192
 NM1192.The orthometric height was determined by differential leveling and
 NM1192.adjusted by the NATIONAL GEODETIC SURVEY
 NM1192.in June 1991.
 NM1192
 NM1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1192.GEOID18 height accuracy estimate available here.
 NM1192
 NM1192.Click photographs - Photos may exist for this station.
 NM1192
 NM1192.The dynamic height is computed by dividing the NAVD 88
 NM1192.geopotential number by the normal gravity value computed on the
 NM1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1192.degrees latitude (g = 980.6199 gals.).
 NM1192
 NM1192.The modeled gravity was interpolated from observed gravity values.
 NM1192
 NM1192;                    North         East    Units  Estimated Accuracy
 NM1192;SPC NE       -   266,907.1     736,516.9     MT  (+/- 3 meters HH1 GPS) 
 NM1192
 NM1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5397673887(NAD 83)
 NM1192
 NM1192                          SUPERSEDED SURVEY CONTROL
 NM1192
 NM1192  NGVD 29 (??/??/92)  514.902  (m)         1689.31   (f) ADJ UNCH    1 2
 NM1192
 NM1192.Superseded values are not recommended for survey control.
 NM1192
 NM1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1192.See file dsdata.pdf to determine how the superseded data were derived.
 NM1192
 NM1192_MARKER: DR = REFERENCE MARK DISK
 NM1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1192_STAMPING: WACKER NO 2 1935
 NM1192_MARK LOGO: CGS
 NM1192_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1192+STABILITY: SURFACE MOTION
 NM1192
 NM1192  HISTORY     - Date     Condition        Report By
 NM1192  HISTORY     - 1935     MONUMENTED       CGS
 NM1192  HISTORY     - 1947     GOOD             CGS
 NM1192  HISTORY     - 1961     GOOD             USGS
 NM1192
 NM1192                          STATION DESCRIPTION
 NM1192
 NM1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1192'3.9 MI NE FROM WINSIDE.
 NM1192'TO REACH FROM THE HIGH SCHOOL AT WINSIDE, PROCEED 2.25 MILES EAST
 NM1192'ALONG STATE HIGHWAY NO. 35 TO A DIRT CROSS ROAD, THENCE 1.65
 NM1192'MILE NORTH ALONG A DIRT ROAD TO THE TOP OF A HILL AND THE REFERENCE
 NM1192'MARK.  REFERENCE MARK IS 0.7 MILE NORTH OF A SMALL SCHOOL HOUSE WHICH
 NM1192'IS AT A CROSS ROAD, 24.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NM1192'1.0 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, 1.6 FOOT SOUTH OF A
 NM1192'REFERENCE POST, 191.1 FEET NORTH OF REFERENCE MARK WACKER NO 1,
 NM1192'164.7 FEET NORTHWEST OF AND ACROSS THE ROAD FROM WACKER TRIANGULATION
 NM1192'STATION, BRONZE REFERENCE MARK SET IN A CONCRETE POST ABOUT THE
 NM1192'SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.  WAYNE, 2.0 MI.
 NM1192'S AND 6.0 MI. W OF, T26 N, RS 2 AND 3 E, NEAR 1/4 COR. BETWEEN
 NM1192'SECS. 25 AND 30, 30 FT. W OF ROAD ON THE CREST OF A HILL.  A
 NM1192'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST AND STAMPED WACKER
 NM1192'NO. 2.
 NM1192
 NM1192                          STATION RECOVERY (1961)
 NM1192
 NM1192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1193 ***********************************************************************
 NM1193  DESIGNATION -  WACKER RM 3
 NM1193  PID         -  NM1193
 NM1193  STATE/COUNTY-  NE/WAYNE
 NM1193  COUNTRY     -  US
 NM1193  USGS QUAD   -  WINSIDE (2017)
 NM1193
 NM1193                         *CURRENT SURVEY CONTROL
 NM1193  ______________________________________________________________________
 NM1193* NAD 83(1986) POSITION- 42 12 05.40   (N) 097 08 05.74   (W)   HD_HELD1
 NM1193* NAVD 88 ORTHO HEIGHT -   514.65  (meters)     1688.5   (feet) RESET
 NM1193  ______________________________________________________________________
 NM1193  GEOID HEIGHT    -        -24.835 (meters)                     GEOID18
 NM1193  VERT ORDER      -  THIRD
 NM1193
 NM1193.The horizontal coordinates were determined by differentially corrected
 NM1193.hand held GPS observations or other comparable positioning techniques
 NM1193.and have an estimated accuracy of +/- 3 meters.
 NM1193
 NM1193.The orthometric height was computed from unverified reset data.
 NM1193
 NM1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1193.GEOID18 height accuracy estimate available here.
 NM1193
 NM1193.Click photographs - Photos may exist for this station.
 NM1193
 NM1193;                    North         East    Units  Estimated Accuracy
 NM1193;SPC NE       -   266,852.4     736,516.4     MT  (+/- 3 meters HH1 GPS) 
 NM1193
 NM1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5397573832(NAD 83)
 NM1193
 NM1193                          SUPERSEDED SURVEY CONTROL
 NM1193
 NM1193.No superseded survey control is available for this station.
 NM1193
 NM1193_MARKER: DR = REFERENCE MARK DISK
 NM1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1193_STAMPING: WACKER NO 3 1935
 NM1193_MARK LOGO: CGS
 NM1193_PROJECTION: PROJECTING 30 CENTIMETERS
 NM1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1193+STABILITY: SURFACE MOTION
 NM1193
 NM1193  HISTORY     - Date     Condition        Report By
 NM1193  HISTORY     - 1960     MONUMENTED       CGS
 NM1193
 NM1193                          STATION DESCRIPTION
 NM1193
 NM1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1193'3.9 MI NE FROM WINSIDE.
 NM1193'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT
 NM1193'WINSIDE, THENCE 1.65 MILES NORTH ALONG A DIRT ROAD TO THE TOP OF
 NM1193'A HILL, ABOUT 0.7 MILE NORTH OF A SMALL SCHOOL LOCATED AT A CROSS
 NM1193'ROAD, 138.4 FEET SOUTHWEST OF WACKER, 34 FEET WEST OF THE CENTER
 NM1193'LINE OF THE ROAD, 1 FOOT EAST OF A FENCE AND SET IN THE TOP OF A
 NM1193'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0805 ***********************************************************************
 LG0805  DESIGNATION -  WACO
 LG0805  PID         -  LG0805
 LG0805  STATE/COUNTY-  NE/YORK
 LG0805  COUNTRY     -  US
 LG0805  USGS QUAD   -  WACO (2017)
 LG0805
 LG0805                         *CURRENT SURVEY CONTROL
 LG0805  ______________________________________________________________________
 LG0805* NAD 83(1995) POSITION- 40 54 03.17084(N) 097 28 56.28530(W)   ADJUSTED
 LG0805* NAVD 88 ORTHO HEIGHT -   497.    (meters)     1631.    (feet) SCALED
 LG0805  ______________________________________________________________________
 LG0805  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 LG0805  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 LG0805  HORZ ORDER      -  SECOND
 LG0805
 LG0805.The horizontal coordinates were established by classical geodetic methods
 LG0805.and adjusted by the National Geodetic Survey in August 1997.
 LG0805
 LG0805.The orthometric height was scaled from a topographic map.
 LG0805
 LG0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0805.GEOID18 height accuracy estimate available here.
 LG0805
 LG0805.Click photographs - Photos may exist for this station.
 LG0805
 LG0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0805
 LG0805. The following values were computed from the NAD 83(1995) position.
 LG0805
 LG0805;                    North         East     Units Scale Factor Converg.
 LG0805;SPC NE       -   121,614.427   712,053.388   MT  0.99971394   +1 40 06.5
 LG0805;SPC NE       -   398,996.67  2,336,128.49   sFT  0.99971394   +1 40 06.5
 LG0805;UTM  14      - 4,528,862.676   627,833.957   MT  0.99980113   +0 59 37.9
 LG0805
 LG0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0805!SPC NE       -   0.99992616  x   0.99971394  =   0.99964012
 LG0805!UTM  14      -   0.99992616  x   0.99980113  =   0.99972731
 LG0805
 LG0805:                Primary Azimuth Mark                     Grid Az
 LG0805:SPC NE       -  WACO AZ MK                               357 25 32.2
 LG0805:UTM  14      -  WACO AZ MK                               358 06 00.8
 LG0805
 LG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2783328862(NAD 83)
 LG0805
 LG0805|---------------------------------------------------------------------|
 LG0805| PID    Reference Object                     Distance      Geod. Az  |
 LG0805|                                                           dddmmss.s |
 LG0805| CO2680 WACO RM 1                            29.566 METERS 07921     |
 LG0805| LG0806 WACO TANK                           APPROX. 1.7 KM 1090224.5 |
 LG0805| LG0801 EVAN LUTH ST JOHNS STEEPLE          APPROX. 8.5 KM 1455452.0 |
 LG0805| CO2681 WACO RM 2                            23.172 METERS 18116     |
 LG0805| LG0909 YORK RADIO STA KAA 639 MAST         APPROX.10.8 KM 2284557.2 |
 LG0805| LG0898 YORK ST JOSEPHS CATH CHURCH         APPROX. 9.6 KM 2461216.0 |
 LG0805| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX.10.0 KM 2473616.7 |
 LG0805| LG0904 YORK MUNICIPAL TANK                 APPROX. 9.2 KM 2481019.4 |
 LG0805| LG0906 YORK CONSUMERS PWR ELEC STACK       APPROX.10.1 KM 2483246.1 |
 LG0805| LG0899 YORK MUNICIPAL STANDPIPE            APPROX. 9.9 KM 2515340.7 |
 LG0805| CO2679 WACO AZ MK                                         3590538.7 |
 LG0805|---------------------------------------------------------------------|
 LG0805
 LG0805                          SUPERSEDED SURVEY CONTROL
 LG0805
 LG0805  NAD 83(1986)-  40 54 03.17935(N)    097 28 56.28639(W) AD(       ) 2
 LG0805  NAD 27      -  40 54 03.13900(N)    097 28 55.10300(W) AD(       ) 2
 LG0805
 LG0805.Superseded values are not recommended for survey control.
 LG0805
 LG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0805.See file dsdata.pdf to determine how the superseded data were derived.
 LG0805
 LG0805_MARKER: DS = TRIANGULATION STATION DISK
 LG0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0805_STAMPING: WACO 1950
 LG0805_MARK LOGO: CGS
 LG0805_PROJECTION: FLUSH
 LG0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0805+STABILITY: SURFACE MOTION
 LG0805
 LG0805  HISTORY     - Date     Condition        Report By
 LG0805  HISTORY     - 1950     MONUMENTED       CGS
 LG0805
 LG0805                          STATION DESCRIPTION
 LG0805
 LG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0805'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF WACO AND
 LG0805'7 MILES NORTHEAST OF YORK IN THE SOUTHEAST CORNER OF A CROSSROADS.
 LG0805'IT IS 64.6 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 34 AND
 LG0805'STATE HIGHWAY 2, 33.7 FEET EAST OF A FENCE, 32.4 FEET
 LG0805'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CORNCRIB AND 31.7
 LG0805'FEET SOUTH OF A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 LG0805'OF THE GROUND AND THE DISK IS STAMPED WACO 1950.
 LG0805'
 LG0805'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF THE NORTHEAST CORNER
 LG0805'OF THE CORNCRIB, 30 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 LG0805'OF A GRANARY AND 15 FEET SOUTH OF A FENCE.  THE MARK IS SET FLUSH
 LG0805'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WACO NO 1
 LG0805'1950.
 LG0805'
 LG0805'REFERENCE MARK NO. 2 IS 46 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0805'OF A CORN CRIB, 32 FEET EAST OF A RIGHT-OF-WAY FENCE AND 10.5
 LG0805'FEET NORTHEAST OF THE NORTHWEST CORNER OF A SHED.  THE MARK IS SET
 LG0805'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WACO
 LG0805'NO 2 1950.
 LG0805'
 LG0805'THE AZIMUTH MARK IS 29 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LG0805'A NORTH-SOUTH DIRT ROAD, 29 FEET SOUTH OF THE APPROXIMATE
 LG0805'CENTERLINE OF AN EAST-WEST DIRT ROAD, 1 FOOT EAST OF A CORNER
 LG0805'POST AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS 8
 LG0805'INCHES AND THE DISK IS STAMPED WACO 1950.
 LG0805'
 LG0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND
 LG0805'US HIGHWAY 34 JUST NORTH OF WACO, GO WEST ON US HIGHWAY 34 FOR
 LG0805'1.0 MILE TO A CROSS ROAD AND THE STATION AS DESCRIBED.
 LG0805'
 LG0805'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A DIRT
 LG0805'ROAD FOR 1.0 MILE TO THE MARK ON THE LEFT IN THE SOUTHWEST CORNER
 LG0805'OF A CROSS ROADS.
 LG0805'
 LG0805'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0806 ***********************************************************************
 LG0806  DESIGNATION -  WACO TANK
 LG0806  PID         -  LG0806
 LG0806  STATE/COUNTY-  NE/YORK
 LG0806  COUNTRY     -  US
 LG0806  USGS QUAD   -  WACO (2017)
 LG0806
 LG0806                         *CURRENT SURVEY CONTROL
 LG0806  ______________________________________________________________________
 LG0806* NAD 83(1995) POSITION- 40 53 45.15857(N) 097 27 47.52498(W)   ADJUSTED
 LG0806  ______________________________________________________________________
 LG0806  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 LG0806  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 LG0806  HORZ ORDER      -  THIRD
 LG0806
 LG0806.The horizontal coordinates were established by classical geodetic methods
 LG0806.and adjusted by the National Geodetic Survey in August 1997.
 LG0806
 LG0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0806.GEOID18 height accuracy estimate available here.
 LG0806
 LG0806.Click photographs - Photos may exist for this station.
 LG0806
 LG0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0806
 LG0806. The following values were computed from the NAD 83(1995) position.
 LG0806
 LG0806;                    North         East     Units Scale Factor Converg.
 LG0806;SPC NE       -   121,106.210   713,677.931   MT  0.99971486   +1 40 52.1
 LG0806;SPC NE       -   397,329.29  2,341,458.35   sFT  0.99971486   +1 40 52.1
 LG0806;UTM  14      - 4,528,335.317   629,452.547   MT  0.99980626   +1 00 22.5
 LG0806
 LG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2945228335(NAD 83)
 LG0806
 LG0806                          SUPERSEDED SURVEY CONTROL
 LG0806
 LG0806  NAD 83(1986)-  40 53 45.16684(N)    097 27 47.52574(W) AD(       ) 3
 LG0806  NAD 27      -  40 53 45.12700(N)    097 27 46.34800(W) AD(       ) 3
 LG0806
 LG0806.Superseded values are not recommended for survey control.
 LG0806
 LG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0806.See file dsdata.pdf to determine how the superseded data were derived.
 LG0806
 LG0806_MARKER: 53 = ELEVATED TANK
 LG0806
 LG0806  HISTORY     - Date     Condition        Report By
 LG0806  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0806  HISTORY     - 1950     GOOD             CGS
 LG0806  HISTORY     - 20020811 GOOD             USPSQD
 LG0806  HISTORY     - 20030814 GOOD             USPSQD
 LG0806
 LG0806                          STATION DESCRIPTION
 LG0806
 LG0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0806'POINT SIGHTED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK IN WACO,
 LG0806'ABOUT 100 FEET HIGH.
 LG0806'
 LG0806'OBSERVED UPON FROM STATIONS SCHERER, BEAVER, AND HROMAS.
 LG0806
 LG0806                          STATION RECOVERY (1950)
 LG0806
 LG0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0806'THE STATION IS LOCATED IN THE TOWN OF WACO.  IT IS 1 BLOCK WEST
 LG0806'AND 1 BLOCK NORTH OF THE POST OFFICE.
 LG0806'
 LG0806'THE TANK IS A FOUR LEGGED STEEL STRUCTURE, PAINTED SILVER AND
 LG0806'APPROXIMATELY 125 FEET HIGH.
 LG0806'
 LG0806'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF THE TANK.
 LG0806'
 LG0806'THIS STATION WAS ESTABLISHED BY C.I.A. IN 1935.
 LG0806
 LG0806                          STATION RECOVERY (2002)
 LG0806
 LG0806'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0806'RECOVERED IN GOOD CONDITION.
 LG0806
 LG0806                          STATION RECOVERY (2003)
 LG0806
 LG0806'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0806'STATION FOUND GOOD. THE WACO TANK IS NORTH OF MIDLAND ST., SOUTH OF
 LG0806'STOCKTON ST., EAST OF STRICKLER ST., AND WEST OF GORDON ST. THE TANK
 LG0806'HAS A CONICAL TOP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0510 ***********************************************************************
 MN0510  DESIGNATION -  WAGONER
 MN0510  PID         -  MN0510
 MN0510  STATE/COUNTY-  NE/MORRILL
 MN0510  COUNTRY     -  US
 MN0510  USGS QUAD   -  BROADWATER NE (2017)
 MN0510
 MN0510                         *CURRENT SURVEY CONTROL
 MN0510  ______________________________________________________________________
 MN0510* NAD 83(1995) POSITION- 41 42 12.93877(N) 102 47 10.00315(W)   ADJUSTED
 MN0510* NAVD 88 ORTHO HEIGHT -  1326.    (meters)     4350.    (feet) SCALED
 MN0510  ______________________________________________________________________
 MN0510  GEOID HEIGHT    -        -19.373 (meters)                     GEOID18
 MN0510  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 MN0510  HORZ ORDER      -  FIRST
 MN0510
 MN0510.The horizontal coordinates were established by classical geodetic methods
 MN0510.and adjusted by the National Geodetic Survey in August 1997.
 MN0510
 MN0510.The orthometric height was scaled from a topographic map.
 MN0510
 MN0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0510.GEOID18 height accuracy estimate available here.
 MN0510
 MN0510.Click photographs - Photos may exist for this station.
 MN0510
 MN0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0510
 MN0510. The following values were computed from the NAD 83(1995) position.
 MN0510
 MN0510;                    North         East     Units Scale Factor Converg.
 MN0510;SPC NE       -   211,381.560   268,218.294   MT  0.99966453   -1 50 46.9
 MN0510;SPC NE       -   693,507.67    879,979.52   sFT  0.99966453   -1 50 46.9
 MN0510;UTM  13      - 4,619,235.661   684,202.695   MT  1.00001756   +1 28 23.7
 MN0510
 MN0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0510!SPC NE       -   0.99979516  x   0.99966453  =   0.99945976
 MN0510!UTM  13      -   0.99979516  x   1.00001756  =   0.99981272
 MN0510
 MN0510:                Primary Azimuth Mark                     Grid Az
 MN0510:SPC NE       -  WAGONER RM 2 AZIMUTH                     245 06 04.5
 MN0510:UTM  13      -  WAGONER RM 2 AZIMUTH                     241 46 53.9
 MN0510
 MN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8420219235(NAD 83)
 MN0510
 MN0510|---------------------------------------------------------------------|
 MN0510| PID    Reference Object                     Distance      Geod. Az  |
 MN0510|                                                           dddmmss.s |
 MN0510| MN0511 WAGONER RM 1                         58.161 METERS 16234     |
 MN0510| MN0502 DALTON MUNICIPAL TANK               APPROX.36.4 KM 2053050.6 |
 MN0510| CP9318 WAGONER RM 2 AZIMUTH                               2431517.6 |
 MN0510| CP9319 WAGONER RM 3                         29.949 METERS 25031     |
 MN0510|---------------------------------------------------------------------|
 MN0510
 MN0510                          SUPERSEDED SURVEY CONTROL
 MN0510
 MN0510  NAD 83(1993)-  41 42 12.93866(N)    102 47 10.00320(W) AD(       ) 1
 MN0510  NAD 83(1986)-  41 42 12.93562(N)    102 47 10.00751(W) AD(       ) 1
 MN0510  NAD 27      -  41 42 13.02900(N)    102 47 08.27500(W) AD(       ) 1
 MN0510
 MN0510.Superseded values are not recommended for survey control.
 MN0510
 MN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0510.See file dsdata.pdf to determine how the superseded data were derived.
 MN0510
 MN0510_MARKER: P = PIPE CAP
 MN0510_SETTING: 0 = UNSPECIFIED SETTING
 MN0510
 MN0510  HISTORY     - Date     Condition        Report By
 MN0510  HISTORY     - 1933     MONUMENTED       USGS
 MN0510  HISTORY     - 1946     GOOD             CGS
 MN0510  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MN0510
 MN0510                          STATION DESCRIPTION
 MN0510
 MN0510'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MN0510'A U.S. GEOLOGICAL SURVEY STATION, ABOUT 8 MILES NORTHEAST OF
 MN0510'BROADWATER, IN SOUTHWEST QUARTER SEC. 18, T. 20 N., R. 47 W.
 MN0510'
 MN0510'REACHED FROM BROADWATER VIA GRADED ROAD NORTH PAST WATER TANK
 MN0510'3.0 MILES TO A T-ROAD, THENCE EAST AND NORTH 6.5 MILES TO A
 MN0510'TRAIL LEADING EAST ALONG SECTION LINE, PAST A HOUSE.  FOLLOW
 MN0510'TRAIL EAST 1.0 MILE TO GATE INTO PASTURE, THENCE NORTHEAST 0.3
 MN0510'MILE TO STATION.  BY PICKING A ROUTE, TRUCK CAN BE DRIVEN TO
 MN0510'WITHIN 200 FEET OF STATION.  MARK IS A STANDARD U.S. GEOLOGICAL
 MN0510'SURVEY CAP AND PIPE ON THE SOUTHEASTERLY SUMMIT OF A RANGE OF
 MN0510'SAND HILLS, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 MN0510'
 MN0510'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION AT BASE OF HILL.
 MN0510'
 MN0510'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON SLOPE OF
 MN0510'RIDGE.
 MN0510'
 MN0510'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION ON SANDY RIDGE.
 MN0510'
 MN0510'HEIGHT OF LIGHT ABOVE STATION MARK - 1.04 METERS.
 MN0510
 MN0510                          STATION RECOVERY (1946)
 MN0510
 MN0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0510'DIRECTIONS OBSERVED TO THE REFERENCE MARKS AGREE WITH THOSE
 MN0510'OBSERVED IN 1933, HOWEVER, THERE IS A DIFFERENCE IN THE
 MN0510'MEASUREMENTS TO R.M. NO 1 AND R.M. NO 3.  THE MARKS APPARENTLY
 MN0510'HAVE NOT BEEN DISTURBED.  1946 MEASUREMENTS WERE CAREFULLY MADE
 MN0510'AND ASSUMED TO BE CORRECT.  DESCRIPTION FOLLOWS--
 MN0510'
 MN0510'LOCATED ABOUT 8 MILES NORTHEAST OF BROADWATER ON THE HIGHEST
 MN0510'POINT OF A SAND DUNE THAT IS 1.65 MILES NORTH OF A FARM OWNED
 MN0510'AND OCCUPIED BY MR. MOUNT.  IT IS A STANDARD USGS BM DISK WELDED
 MN0510'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 2 FEET.  IT IS
 MN0510'UNSTAMPED.
 MN0510'
 MN0510'REFERENCE MARK NO. 1 IS 40 FEET LOWER THAN THE STATION.  IT IS
 MN0510'STAMPED WAGONER 1933 NO 1 AND PROJECTS 10 INCHES.
 MN0510'
 MN0510'REFERENCE MARK NO. 3 IS 4 FEET LOWER THAN THE STATION.  IT IS
 MN0510'STAMPED WAGONER 1933 NO 3 AND IS FLUSH WITH THE SURFACE OF THE
 MN0510'GROUND.
 MN0510'
 MN0510'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.15 MILE NORTH-NORTHEAST
 MN0510'OF A T FENCE INTERSECTION AND 74 PACES EAST OF THE NORTH-SOUTH
 MN0510'FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 MN0510'WAGONER 1933 NO 2 AND PROJECTS 3 INCHES.
 MN0510'
 MN0510'TO REACH THE STATION FROM THE POST OFFICE IN BROADWATER, GO EAST
 MN0510'ON STATE HIGHWAY NO. 2 FOR 0.15 MILE.  THEN TURN LEFT, NORTH,
 MN0510'(PASSING THE MUNICIPAL WATER TANK) FOR 3.0 MILES TO A FORK.
 MN0510'THEN RIGHT FORK, EAST THEN NORTH, FOR 4.4 MILES TO A SIDE ROAD ON
 MN0510'THE RIGHT AND A SMALL SIGN ON THE LEFT ALLIANCE 31.  THEN TURN
 MN0510'RIGHT, EAST, FOR 1.0 MILE.  THEN LEFT, NORTH, ON A NARROW
 MN0510'SECTION LINE ROAD FOR 0.6 MILE.  THEN LEFT, WEST, ON A FARM LANE
 MN0510'FOR 0.35 MILE TO THE FARMYARD OF MR. MOUNT.  CONTINUE WEST
 MN0510'ON A TRACK ROAD THROUGH A CULTIVATED FIELD FOR 0.1 MILE TO
 MN0510'A GATE IN AN EAST-WEST FENCE LINE.  PASS THROUGH GATE THEN
 MN0510'TURN RIGHT, NORTH, ON A TRACK ROAD BETWEEN TWO FENCES FOR
 MN0510'0.5 MILE TO A GATE.  THEN PASS THROUGH GATE AND CONTINUE
 MN0510'NORTH FOR 0.2 MILE TO A JOG IN THE LANE AND ANOTHER GATE.
 MN0510'PASS THROUGH GATE, CONTINUE NORTH, FOR 0.3 MILE TO
 MN0510'ANOTHER GATE.  PASS THROUGH GATE, KEEPING TO THE RIGHT OF A
 MN0510'FENCE, (NORTH) FOR 0.65 MILE.  THEN TURN RIGHT, EAST, ACROSS
 MN0510'THE PASTURE FOR 75 PACES TO THE AZIMUTH MARK.  GO NORTHEAST FOR
 MN0510'0.35 MILE TO THE FOOT OF THE SAND DUNE AND THE END OF TRUCK
 MN0510'TRAVEL.  PACK NORTHEAST FOR ABOUT 100 YARDS TO THE HIGHEST
 MN0510'POINT AND THE STATION.  OBSERVATIONS TAKEN IN 1946--
 MN0510
 MN0510                          STATION RECOVERY (1973)
 MN0510
 MN0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0510'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 MN0510'IN GOOD CONDITION.  THE STATION MARK HAS BEEN MOVED AND RE-STAMPED
 MN0510'SINCE THE TIME OF THE LAST OCCUPATION AND THEREFORE SHOULD BE
 MN0510'CONSIDERED DESTROYED.  FOR A ROUTE TO REACH THE STATION SEE THE
 MN0510'DESCRIPTION OF WAGONER 2 (USGS) 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0512 ***********************************************************************
 MN0512  DESIGNATION -  WAGONER 2
 MN0512  PID         -  MN0512
 MN0512  STATE/COUNTY-  NE/MORRILL
 MN0512  COUNTRY     -  US
 MN0512  USGS QUAD   -  BROADWATER NE (2017)
 MN0512
 MN0512                         *CURRENT SURVEY CONTROL
 MN0512  ______________________________________________________________________
 MN0512* NAD 83(1995) POSITION- 41 42 12.74339(N) 102 47 10.21906(W)   ADJUSTED
 MN0512* NAVD 88 ORTHO HEIGHT -  1325.6   (meters)     4349.    (feet) VERTCON
 MN0512  ______________________________________________________________________
 MN0512  GEOID HEIGHT    -        -19.373 (meters)                     GEOID18
 MN0512  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 MN0512  HORZ ORDER      -  FIRST
 MN0512
 MN0512.The horizontal coordinates were established by classical geodetic methods
 MN0512.and adjusted by the National Geodetic Survey in August 1997.
 MN0512
 MN0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0512
 MN0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0512.GEOID18 height accuracy estimate available here.
 MN0512
 MN0512.Click photographs - Photos may exist for this station.
 MN0512
 MN0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0512
 MN0512. The following values were computed from the NAD 83(1995) position.
 MN0512
 MN0512;                    North         East     Units Scale Factor Converg.
 MN0512;SPC NE       -   211,375.698   268,213.112   MT  0.99966453   -1 50 47.0
 MN0512;SPC NE       -   693,488.44    879,962.52   sFT  0.99966453   -1 50 47.0
 MN0512;UTM  13      - 4,619,229.506   684,197.859   MT  1.00001754   +1 28 23.6
 MN0512
 MN0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0512!SPC NE       -   0.99979516  x   0.99966453  =   0.99945976
 MN0512!UTM  13      -   0.99979516  x   1.00001754  =   0.99981270
 MN0512
 MN0512:                Primary Azimuth Mark                     Grid Az
 MN0512:SPC NE       -  WAGONER RM 2 AZIMUTH                     245 25 23.2
 MN0512:UTM  13      -  WAGONER RM 2 AZIMUTH                     242 06 12.6
 MN0512
 MN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8419719229(NAD 83)
 MN0512
 MN0512|---------------------------------------------------------------------|
 MN0512| PID    Reference Object                     Distance      Geod. Az  |
 MN0512|                                                           dddmmss.s |
 MN0512| MN0511 WAGONER RM 1                         54.305 METERS 15538     |
 MN0512| CP9318 WAGONER RM 2 AZIMUTH                               2433436.2 |
 MN0512| CP9319 WAGONER RM 3                         23.561 METERS 26023     |
 MN0512|---------------------------------------------------------------------|
 MN0512
 MN0512                          SUPERSEDED SURVEY CONTROL
 MN0512
 MN0512  NAD 83(1993)-  41 42 12.74331(N)    102 47 10.21912(W) AD(       ) 1
 MN0512  NAD 83(1986)-  41 42 12.74034(N)    102 47 10.22347(W) AD(       ) 1
 MN0512  NAD 27      -  41 42 12.83287(N)    102 47 08.49053(W) AD(       ) 1
 MN0512  NGVD 29 (07/19/86) 1325.0    (m)         4347.     (f) VERT ANG       
 MN0512
 MN0512.Superseded values are not recommended for survey control.
 MN0512
 MN0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0512.See file dsdata.pdf to determine how the superseded data were derived.
 MN0512
 MN0512_MARKER: DB = BENCH MARK DISK
 MN0512_SETTING: 0 = UNSPECIFIED SETTING
 MN0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0512
 MN0512  HISTORY     - Date     Condition        Report By
 MN0512  HISTORY     - 1973     MONUMENTED       USGS
 MN0512
 MN0512                          STATION DESCRIPTION
 MN0512
 MN0512'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JRS)
 MN0512'THE STATION IS LOCATED ABOUT 17 MILES EAST-NORTHEAST OF BRIDGEPORT
 MN0512'AND ABOUT 8 MILES NORTHEAST OF BROADWATER ON LAND OWNED BY
 MN0512'MR. RALPH TAYLOR, PHONE NUMBER 308-489-5539.
 MN0512'
 MN0512'TO REACH THE STATION FROM THE POST OFFICE IN BROADWATER, GO EAST
 MN0512'ON U.S. HIGHWAY 26 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MN0512'NORTH ON PAVED ROAD FOR 2.5 MILES TO A FORK AT THE END OF THE
 MN0512'PAVEMENT.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON A GRAVEL
 MN0512'ROAD FOR 3.5 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON
 MN0512'THE GRAVEL ROAD FOR 1.0 MILES TO A CURVE BEARING WEST AND A
 MN0512'DIM TRACK ROAD LEADING NORTH.  GO NORTH ON THE DIM TRACK ROAD
 MN0512'FOR 0.1 MILE TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE
 MN0512'AND GO EAST ON A DIM TRACK ROAD FOR 0.5 MILE TO A TRACK ROAD
 MN0512'LEFT LEADING NORTH BETWEEN TWO NORTH-SOUTH FENCE LINES.
 MN0512'TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.3 MILE TO A
 MN0512'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE TRACK
 MN0512'ROAD FOR 0.4 MILE TO A WINDMILL.  BEAR LEFT AND GO WEST
 MN0512'ACROSS PASTURE FOR 0.1 MILE TO A NORTH-SOUTH FENCE LINE.
 MN0512'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO THE TOP OF A SMALL
 MN0512'HILL.  BEAR RIGHT AND GO EAST FOR 0.1 MILE TO RM 2, THE AZIMUTH
 MN0512'MARK, ON A SMALL HILL.  FROM HERE GO NORTHEAST ACROSS COUNTRY
 MN0512'OF 0.4 MILE, PICKING WAY ALONG RIDGES, TO THE HIGHEST
 MN0512'POINT IN THE IMMEDIATE AREA AND THE STATION.
 MN0512'
 MN0512'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 MN0512'MARK DISK STAMPED WAGONER 2 1964, RIVITED TO THE TOP OF A
 MN0512'3-INCH IRON PIPE THAT IS FLUSH WITH THE GROUND.
 MN0512'
 MN0512'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAGONER NO 1 1933,
 MN0512'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS
 MN0512'3-INCHES ABOVE THE GROUND.
 MN0512'
 MN0512'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAGONER NO 2 1933,
 MN0512'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0512'PROJECTS 3-INCHES ABOVE THE GROUND.
 MN0512'
 MN0512'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAGONER NO 3 1933,
 MN0512'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0512'5-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0956 ***********************************************************************
 MK0956  DESIGNATION -  WAHOO
 MK0956  PID         -  MK0956
 MK0956  STATE/COUNTY-  NE/SAUNDERS
 MK0956  COUNTRY     -  US
 MK0956  USGS QUAD   -  WAHOO EAST (2017)
 MK0956
 MK0956                         *CURRENT SURVEY CONTROL
 MK0956  ______________________________________________________________________
 MK0956* NAD 83(1986) POSITION- 41 12 34.98   (N) 096 37 23.05   (W)   HD_HELD1
 MK0956* NAVD 88 ORTHO HEIGHT -   372.345 (meters)     1221.60  (feet) ADJUSTED
 MK0956  ______________________________________________________________________
 MK0956  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 MK0956  DYNAMIC HEIGHT  -        372.167 (meters)     1221.02  (feet) COMP
 MK0956  MODELED GRAVITY -    980,136.9   (mgal)                       NAVD 88
 MK0956
 MK0956  VERT ORDER      -  SECOND    CLASS 0
 MK0956
 MK0956.The horizontal coordinates were determined by differentially corrected
 MK0956.hand held GPS observations or other comparable positioning techniques
 MK0956.and have an estimated accuracy of +/- 3 meters.
 MK0956
 MK0956.The orthometric height was determined by differential leveling and
 MK0956.adjusted by the NATIONAL GEODETIC SURVEY
 MK0956.in June 1991.
 MK0956
 MK0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0956.GEOID18 height accuracy estimate available here.
 MK0956
 MK0956.Click photographs - Photos may exist for this station.
 MK0956
 MK0956.The dynamic height is computed by dividing the NAVD 88
 MK0956.geopotential number by the normal gravity value computed on the
 MK0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0956.degrees latitude (g = 980.6199 gals.).
 MK0956
 MK0956.The modeled gravity was interpolated from observed gravity values.
 MK0956
 MK0956;                    North         East    Units  Estimated Accuracy
 MK0956;SPC NE       -   158,342.3     783,051.3     MT  (+/- 3 meters HH1 GPS) 
 MK0956
 MK0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9927664762(NAD 83)
 MK0956
 MK0956                          SUPERSEDED SURVEY CONTROL
 MK0956
 MK0956  NGVD 29 (??/??/92)  372.197  (m)         1221.12   (f) ADJ UNCH    2 0
 MK0956
 MK0956.Superseded values are not recommended for survey control.
 MK0956
 MK0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0956.See file dsdata.pdf to determine how the superseded data were derived.
 MK0956
 MK0956_MARKER: DB = BENCH MARK DISK
 MK0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0956_SP_SET: BUILDING
 MK0956_STAMPING: WAHOO 1934
 MK0956_MARK LOGO: CGS
 MK0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0956
 MK0956  HISTORY     - Date     Condition        Report By
 MK0956  HISTORY     - 1934     MONUMENTED       CGS
 MK0956  HISTORY     - 1939     GOOD             CGS
 MK0956  HISTORY     - 1967     GOOD             USGS
 MK0956  HISTORY     - 20040603 GOOD             USPSQD
 MK0956
 MK0956                          STATION DESCRIPTION
 MK0956
 MK0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MK0956'RECOVERED IN GOOD CONDITION.
 MK0956
 MK0956                          STATION RECOVERY (1967)
 MK0956
 MK0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0956'AT WAHOO.
 MK0956'AT WAHOO, SAUNDERS COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 MK0956'NORTHEAST CORNER OF THE BUILDING, AND IN THE FOUNDATION.  A
 MK0956'STANDARD DISK, STAMPED WAHOO 1934.
 MK0956
 MK0956                          STATION RECOVERY (2004)
 MK0956
 MK0956'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0956'STATION FOUND GOOD. COURT HOUSE IS A BROWN BRICK BUILDING, WITH A
 MK0956'METAL COPPER-DOMED ROOF ABOVE AN 8-SIDED BELL TOWER, NORTH OF 4TH
 MK0956'STREET, SOUTH OF 5TH STREET, EAST OF CHESTNUT STREET AND WEST OF
 MK0956'WALNUT STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AF8802 ***********************************************************************
 AF8802  DESIGNATION -  WAHOO
 AF8802  PID         -  AF8802
 AF8802  STATE/COUNTY-  NE/SAUNDERS
 AF8802  COUNTRY     -  US
 AF8802  USGS QUAD   -  WAHOO EAST (2017)
 AF8802
 AF8802                         *CURRENT SURVEY CONTROL
 AF8802  ______________________________________________________________________
 AF8802* NAD 83(1995) POSITION- 41 12 37.49859(N) 096 37 17.29444(W)   ADJUSTED
 AF8802* NAVD 88 ORTHO HEIGHT -   372.    (meters)     1220.    (feet) SCALED
 AF8802  ______________________________________________________________________
 AF8802  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 AF8802  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 AF8802  HORZ ORDER      -  SECOND
 AF8802
 AF8802.The horizontal coordinates were established by classical geodetic methods
 AF8802.and adjusted by the National Geodetic Survey in August 1997.
 AF8802
 AF8802.The orthometric height was scaled from a topographic map.
 AF8802
 AF8802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8802.GEOID18 height accuracy estimate available here.
 AF8802
 AF8802.Click photographs - Photos may exist for this station.
 AF8802
 AF8802.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8802
 AF8802. The following values were computed from the NAD 83(1995) position.
 AF8802
 AF8802;                    North         East     Units Scale Factor Converg.
 AF8802;SPC NE       -   158,425.141   783,182.208   MT  0.99967182   +2 14 20.2
 AF8802;SPC NE       -   519,766.48  2,569,490.29   sFT  0.99967182   +2 14 20.2
 AF8802;UTM  14      - 4,564,843.436   699,408.105   MT  1.00008940   +1 34 03.2
 AF8802
 AF8802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8802!SPC NE       -   0.99994586  x   0.99967182  =   0.99961770
 AF8802!UTM  14      -   0.99994586  x   1.00008940  =   1.00003525
 AF8802
 AF8802:                Primary Azimuth Mark                     Grid Az
 AF8802:SPC NE       -  WAHOO MUNICIPAL TANK                     326 41 45.7
 AF8802:UTM  14      -  WAHOO MUNICIPAL TANK                     327 22 02.7
 AF8802
 AF8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9940864843(NAD 83)
 AF8802
 AF8802|---------------------------------------------------------------------|
 AF8802| PID    Reference Object                     Distance      Geod. Az  |
 AF8802|                                                           dddmmss.s |
 AF8802| CL7801 WAHOO RM 1                                         00215     |
 AF8802| MK1004 Y 297                               APPROX. 3.3 KM 0344720.9 |
 AF8802| MK2082 WAHOO MUNICIPAL TANK                APPROX. 0.9 KM 3285605.9 |
 AF8802|---------------------------------------------------------------------|
 AF8802
 AF8802                          SUPERSEDED SURVEY CONTROL
 AF8802
 AF8802  NAD 83(1986)-  41 12 37.50916(N)    096 37 17.29848(W) AD(       ) 2
 AF8802  NAD 27      -  41 12 37.49472(N)    096 37 16.20214(W) AD(       ) 2
 AF8802
 AF8802.Superseded values are not recommended for survey control.
 AF8802
 AF8802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8802.See file dsdata.pdf to determine how the superseded data were derived.
 AF8802
 AF8802_MARKER: DD = SURVEY DISK
 AF8802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF8802_SP_SET: SET IN ROOF OF GRAIN ELEVATIOR
 AF8802_STAMPING: ET WAHOO 1967
 AF8802_MARK LOGO: USGS
 AF8802_PROJECTION: FLUSH
 AF8802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8802+STABILITY: SURFACE MOTION
 AF8802
 AF8802  HISTORY     - Date     Condition        Report By
 AF8802  HISTORY     - 1967     MONUMENTED       USGS
 AF8802
 AF8802                          STATION DESCRIPTION
 AF8802
 AF8802'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 AF8802'THE STATION IS LOCATED ABOUT IN THE CENTER OF WAHOO, ON TOP OF
 AF8802'CO-OP ELEVATOR, T. 14 N., R. 7 E., NEAR THE QUARTER COR. BETWEEN
 AF8802'SECS. 3 AND 4, 12.05 FT S. OF N. EDGE, 11.45 FT N. OF S. EDGE,
 AF8802'21.60 FT W. OF E. EDGE, AND 22.30 FT E. OF W. EDGE.
 AF8802'
 AF8802'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 30 A
 AF8802'AND 5TH ST. IN WAHOO, GO E. ON 5TH ST. 0.05 MI TO CO-OP ELEVATOR
 AF8802'ON THE LEFT.
 AF8802'
 AF8802'THE STATION MARK AND REFERENCE MARK 1 ARE STANDARD TABLET CEMENTED
 AF8802'FLUSH WITH CONCRETE.
 AF8802'
 AF8802'THE STATION MARK IS STAMPED ET WAHOO 1967.
 AF8802'
 AF8802'REFERENCE MARK 1 IS N. OF STATION, 39.8 FT N. OF THE CENTER OF
 AF8802'10TH ST. AND 23.2 FT W. OF THE CENTER OF RR. TRACK, IT IS SET IN
 AF8802'AN OLD CONCRETE FOUNDATION 9 FT LONG X 2 FT WIDE STAMPED WAHOO
 AF8802'NO 1 1967.
 AF8802'
 AF8802'REFERENCE MARK 2 IS NE. OF STATION.  USC AND GS BM Y 297 1950,
 AF8802'ELEV. 372.159 M (1220.992 FT) VERTICAL TIE.
 AF8802'
 AF8802'WAHOO MWT WAS USED AS AZIMUTH MARK.  TOP OF 1 IN. PIPE ON FINIAL
 AF8802'OF MWT SIGHTED, NO AZIMUTH MARK SET.
 AF8802'
 AF8802'WAHOO MWT IS LOCATED IN THE NW. PART OF WAHOO, 45 FT S. AND 71
 AF8802'FT W. OF THE CENTER OF INTERSECTION OF 12 ST. AND LAUREL ST.,
 AF8802'161.6 FT HIGHER, BUILT IN 1908.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2082 ***********************************************************************
 MK2082  DESIGNATION -  WAHOO MUNICIPAL TANK
 MK2082  PID         -  MK2082
 MK2082  STATE/COUNTY-  NE/SAUNDERS
 MK2082  COUNTRY     -  US
 MK2082  USGS QUAD   -  WAHOO WEST (2017)
 MK2082
 MK2082                         *CURRENT SURVEY CONTROL
 MK2082  ______________________________________________________________________
 MK2082* NAD 83(1995) POSITION- 41 13 02.22452(N) 096 37 37.02114(W)   ADJUSTED
 MK2082  ______________________________________________________________________
 MK2082  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 MK2082  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 MK2082  HORZ ORDER      -  THIRD
 MK2082
 MK2082.The horizontal coordinates were established by classical geodetic methods
 MK2082.and adjusted by the National Geodetic Survey in August 1997.
 MK2082
 MK2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2082.GEOID18 height accuracy estimate available here.
 MK2082
 MK2082.Click photographs - Photos may exist for this station.
 MK2082
 MK2082.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2082
 MK2082. The following values were computed from the NAD 83(1995) position.
 MK2082
 MK2082;                    North         East     Units Scale Factor Converg.
 MK2082;SPC NE       -   159,169.158   782,693.407   MT  0.99967121   +2 14 07.1
 MK2082;SPC NE       -   522,207.48  2,567,886.62   sFT  0.99967121   +2 14 07.1
 MK2082;UTM  14      - 4,565,593.441   698,927.854   MT  1.00008705   +1 33 51.0
 MK2082
 MK2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9892765593(NAD 83)
 MK2082
 MK2082                          SUPERSEDED SURVEY CONTROL
 MK2082
 MK2082  NAD 83(1986)-  41 13 02.23478(N)    096 37 37.02477(W) AD(       ) 3
 MK2082  NAD 27      -  41 13 02.22048(N)    096 37 35.92799(W) AD(       ) 3
 MK2082
 MK2082.Superseded values are not recommended for survey control.
 MK2082
 MK2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2082.See file dsdata.pdf to determine how the superseded data were derived.
 MK2082
 MK2082_MARKER: 51 = TANK
 MK2082
 MK2082  HISTORY     - Date     Condition        Report By
 MK2082  HISTORY     - 1967     FIRST OBSERVED   USGS
 MK2082
 MK2082                          STATION DESCRIPTION
 MK2082
 MK2082'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0437 ***********************************************************************
 MM0437  DESIGNATION -  WAIBEL
 MM0437  PID         -  MM0437
 MM0437  STATE/COUNTY-  NE/LOGAN
 MM0437  COUNTRY     -  US
 MM0437  USGS QUAD   -  HAPPY HOLLOW (2017)
 MM0437
 MM0437                         *CURRENT SURVEY CONTROL
 MM0437  ______________________________________________________________________
 MM0437* NAD 83(1995) POSITION- 41 42 15.80499(N) 100 36 54.88986(W)   ADJUSTED
 MM0437* NAVD 88 ORTHO HEIGHT -   989.1   (meters)     3245.    (feet) VERTCON
 MM0437  ______________________________________________________________________
 MM0437  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 MM0437  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 MM0437  HORZ ORDER      -  FIRST
 MM0437
 MM0437.The horizontal coordinates were established by classical geodetic methods
 MM0437.and adjusted by the National Geodetic Survey in August 1997.
 MM0437
 MM0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0437
 MM0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0437.GEOID18 height accuracy estimate available here.
 MM0437
 MM0437.Click photographs - Photos may exist for this station.
 MM0437
 MM0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0437
 MM0437. The following values were computed from the NAD 83(1995) position.
 MM0437
 MM0437;                    North         East     Units Scale Factor Converg.
 MM0437;SPC NE       -   207,917.213   448,808.673   MT  0.99966458   -0 24 27.8
 MM0437;SPC NE       -   682,141.72  1,472,466.45   sFT  0.99966458   -0 24 27.8
 MM0437;UTM  14      - 4,618,216.312   365,609.654   MT  0.99982225   -1 04 29.2
 MM0437
 MM0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0437!SPC NE       -   0.99984829  x   0.99966458  =   0.99951292
 MM0437!UTM  14      -   0.99984829  x   0.99982225  =   0.99967057
 MM0437
 MM0437:                Primary Azimuth Mark                     Grid Az
 MM0437:SPC NE       -  WAIBEL RM 3 AZIMUTH                      051 39 19.6
 MM0437:UTM  14      -  WAIBEL RM 3 AZIMUTH                      052 19 21.0
 MM0437
 MM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6560918216(NAD 83)
 MM0437
 MM0437|---------------------------------------------------------------------|
 MM0437| PID    Reference Object                     Distance      Geod. Az  |
 MM0437|                                                           dddmmss.s |
 MM0437| CO2684 WAIBEL RM 3 AZIMUTH                                0511451.8 |
 MM0437| CO2683 WAIBEL RM 2                          29.416 METERS 10635     |
 MM0437| CO2682 WAIBEL RM 1                          37.442 METERS 34533     |
 MM0437|---------------------------------------------------------------------|
 MM0437
 MM0437                          SUPERSEDED SURVEY CONTROL
 MM0437
 MM0437  NAD 83(1986)-  41 42 15.81010(N)    100 36 54.89594(W) AD(       ) 1
 MM0437  NAD 27      -  41 42 15.82627(N)    100 36 53.36774(W) AD(       ) 1
 MM0437  NGVD 29 (07/19/86)  988.8    (m)         3244.     (f) VERT ANG       
 MM0437
 MM0437.Superseded values are not recommended for survey control.
 MM0437
 MM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0437.See file dsdata.pdf to determine how the superseded data were derived.
 MM0437
 MM0437_MARKER: DB = BENCH MARK DISK
 MM0437_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MM0437_STAMPING: WAIBEL 1946
 MM0437_MARK LOGO: USGS
 MM0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0437
 MM0437  HISTORY     - Date     Condition        Report By
 MM0437  HISTORY     - 1946     MONUMENTED       USGS
 MM0437  HISTORY     - 1973     GOOD             NGS
 MM0437
 MM0437                          STATION DESCRIPTION
 MM0437
 MM0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0437'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF THEDFORD, 17
 MM0437'MILES NORTH OF STAPLETON, 2 MILES SOUTH OF THOMAS-LOGAN
 MM0437'COUNTY LINE AND ON PROPERTY OWNED BY THE SANTO LAND AND
 MM0437'CATTLE COMPANY.
 MM0437'
 MM0437'TO REACH THE STATION FROM THE POST OFFICE IN STAPLETON GO EAST
 MM0437'ON STATE HIGHWAY 92 FOR 0.5 MILE TO THE JUNCTION OF U.S.
 MM0437'HIGHWAY 83 AND STATE HIGHWAY 92.  TURN LEFT AND GO NORTH ON U.S.
 MM0437'HIGHWAY 83 FOR 15.75 MILES TO A SIDE ROAD LEFT AND CATTLE
 MM0437'GUARD.  TURN LEFT AND GO WESTERLY ON BLADED ROAD FOR 4.1 MILES
 MM0437'TO A FORK.  KEEP LEFT FORK AND GO SOUTHERLY AROUND RANCH
 MM0437'BUILDINGS FOR 0.3 MILE TO A LARGE SHED ON THE LEFT AND TRACK
 MM0437'ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON TRACK ROAD FOR 0.2
 MM0437'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ON
 MM0437'MAIN TRACK ROAD FOR 1.0 MILE TO A WINDMILL ON THE
 MM0437'RIGHT.  CONTINUE SOUTHERLY ON MAIN TRACK ROAD FOR 0.4 MILE
 MM0437'TO A FENCE AND GATE.  PASS THROUGH GATE AND GO WESTERLY ON
 MM0437'TRACK ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH GATE AND
 MM0437'GO WEST ON TRACK ROAD FOR 0.6 MILE TO A WINDMILL ON THE LEFT
 MM0437'AND AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON TRACK ROAD
 MM0437'FOR 0.4 MILE TO A FENCE AND GATE.  TURN LEFT AND GO
 MM0437'SOUTHERLY ALONG EAST SIDE OF FENCE ON TRACK ROAD FOR 0.4
 MM0437'MILE TO TOP OF HILL AND STATION.
 MM0437'
 MM0437'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 MM0437'WAIBEL 1946, SET IN THE TOP OF A 5-INCH CONCRETE MONUMENT THAT
 MM0437'PROJECTS 4 INCHES ABOVE THE GROUND.
 MM0437'
 MM0437'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 MM0437'WAIBEL NO 1 1946, SET IN THE TOP OF A 5-INCH CONCRETE MONUMENT
 MM0437'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 MM0437'
 MM0437'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 MM0437'WAIBEL NO 2 1946, SET IN THE TOP OF A 5-INCH CONCRETE MONUMENT
 MM0437'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 MM0437'
 MM0437'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAIBEL NO 3 1973,
 MM0437'SET IN THE TOP OF A 4-INCH PIPE THAT PROJECTS 12 INCHES ABOVE
 MM0437'THE GROUND.  IT IS 139 FEET NORTHWEST OF THE WINDMILL, 97 FEET
 MM0437'SOUTH OF CENTER OF THE TRACK ROAD, AND 1.5 FEET SOUTH OF A FENCE
 MM0437'CORNER AND METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1088 ***********************************************************************
 ML1088  DESIGNATION -  WALBACK
 ML1088  PID         -  ML1088
 ML1088  STATE/COUNTY-  NE/GREELEY
 ML1088  COUNTRY     -  US
 ML1088  USGS QUAD   -  WOLBACH NE (2017)
 ML1088
 ML1088                         *CURRENT SURVEY CONTROL
 ML1088  ______________________________________________________________________
 ML1088* NAD 83(1995) POSITION- 41 25 22.25401(N) 098 19 59.94129(W)   ADJUSTED
 ML1088* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 ML1088  ______________________________________________________________________
 ML1088  GEOID HEIGHT    -        -24.570 (meters)                     GEOID18
 ML1088  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 ML1088  HORZ ORDER      -  FIRST
 ML1088
 ML1088.The horizontal coordinates were established by classical geodetic methods
 ML1088.and adjusted by the National Geodetic Survey in August 1997.
 ML1088
 ML1088.The orthometric height was scaled from a topographic map.
 ML1088
 ML1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1088.GEOID18 height accuracy estimate available here.
 ML1088
 ML1088.Click photographs - Photos may exist for this station.
 ML1088
 ML1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1088
 ML1088. The following values were computed from the NAD 83(1995) position.
 ML1088
 ML1088;                    North         East     Units Scale Factor Converg.
 ML1088;SPC NE       -   177,818.715   639,270.631   MT  0.99965964   +1 06 16.2
 ML1088;SPC NE       -   583,393.57  2,097,340.40   sFT  0.99965964   +1 06 16.2
 ML1088;UTM  14      - 4,585,913.408   555,709.356   MT  0.99963819   +0 26 27.9
 ML1088
 ML1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1088!SPC NE       -   0.99990407  x   0.99965964  =   0.99956374
 ML1088!UTM  14      -   0.99990407  x   0.99963819  =   0.99954229
 ML1088
 ML1088:                Primary Azimuth Mark                     Grid Az
 ML1088:SPC NE       -  WOLBACH RM 1                             054 23 37.0
 ML1088:UTM  14      -  WOLBACH RM 1                             055 03 25.3
 ML1088
 ML1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5570985913(NAD 83)
 ML1088
 ML1088|---------------------------------------------------------------------|
 ML1088| PID    Reference Object                     Distance      Geod. Az  |
 ML1088|                                                           dddmmss.s |
 ML1088| CO1976 WOLBACH RM 1                                       0552953.2 |
 ML1088| CO1977 WOLBACH RM 2                         21.660 METERS 18712     |
 ML1088| CO1978 WOLBACH RM 3                         27.244 METERS 25510     |
 ML1088|---------------------------------------------------------------------|
 ML1088
 ML1088                          SUPERSEDED SURVEY CONTROL
 ML1088
 ML1088  NAD 83(1986)-  41 25 22.25994(N)    098 19 59.94622(W) AD(       ) 1
 ML1088  NAD 27      -  41 25 22.20600(N)    098 19 58.70000(W) AD(       ) 1
 ML1088
 ML1088.Superseded values are not recommended for survey control.
 ML1088
 ML1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1088.See file dsdata.pdf to determine how the superseded data were derived.
 ML1088
 ML1088_MARKER: DS = TRIANGULATION STATION DISK
 ML1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1088_STAMPING: WALBACK 1930
 ML1088_MARK LOGO: CGS
 ML1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1088+STABILITY: SURFACE MOTION
 ML1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1088+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 ML1088
 ML1088  HISTORY     - Date     Condition        Report By
 ML1088  HISTORY     - 1930     MONUMENTED       CGS
 ML1088  HISTORY     - 1935     GOOD             NEGS
 ML1088  HISTORY     - 1950     GOOD             CGS
 ML1088  HISTORY     - 1951     GOOD             CGS
 ML1088  HISTORY     - 1958     GOOD             CGS
 ML1088  HISTORY     - 19980819 GOOD             NEDR
 ML1088  HISTORY     - 20070210 GOOD             INDIV
 ML1088
 ML1088                          STATION DESCRIPTION
 ML1088
 ML1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1088'STATION IS ABOUT 3-1/4 MILES E AND 1-1/2 MILES N OF WOLBACH,
 ML1088'ON THE SECTION LINE BETWEEN SECTIONS 22 AND 27, T 17 N, R 9 W.
 ML1088'THE STATION IS IN THE MEADOW LAND OWNED BY MRS. R.L. SMITH,
 ML1088'7.60 METERS N OF THE SECTION-LINE FENCE, 19.35 METERS E OF THE
 ML1088'CENTER LINE OF THE ROAD THAT RUNS N BY THE STATION AND 13.31
 ML1088'METERS FROM THE CENTER LINE OF THE FARM ROAD THAT PARALLELS
 ML1088'THE SECTION-LINE FENCE.
 ML1088'
 ML1088'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1088'DISKS SET IN CONCRETE.
 ML1088'
 ML1088'REFERENCE MARK NO. 1 IS ON A SMALL PROMINENT KNOLL NE FROM
 ML1088'THE STATION, 52.3 METERS W OF THE SECTION-LINE FENCE, 3.87
 ML1088'METERS N OF THE CENTER LINE OF THE MEADOW ROAD AND 2.65
 ML1088'METERS FROM THE TELEGRAPH POLE.  REFERENCE MARK NO. 2 IS
 ML1088'IN THE CULTIVATED LAND S OF THE STATION, 21.66 METERS FROM
 ML1088'THE STATION, 14.06 METERS FROM THE SECTION-LINE FENCE AND
 ML1088'8.35 METERS S FROM THE CENTER LINE OF THE FARM ROAD.
 ML1088'
 ML1088'TO REACH FROM WOLBACH POST OFFICE FOLLOW HIGHWAY 13, E, FOR
 ML1088'3.8 MILES AND THEN TURN N 1.8 MILES.  FROM HERE TURN LEFT
 ML1088'AND FOLLOW MAIN ROAD FOR 0.4 MILE, THEN LEAVE THE MAIN ROAD
 ML1088'AND TURN RIGHT ON ROAD FOR 0.1 MILE THROUGH CULTIVATED FIELD,
 ML1088'THEN E ALONG S SIDE OF FENCE FOR 0.1 MILE TO A POINT WHERE
 ML1088'ROAD TURNS N INTO MEADOW AND THE STATION WILL BE FOUND JUST
 ML1088'E OF THIS POINT.
 ML1088'
 ML1088'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 METERS.
 ML1088
 ML1088                          STATION RECOVERY (1935)
 ML1088
 ML1088'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1088'STATION RECOVERED AND IN GOOD CONDITION.  STATION IS LOCATED
 ML1088'SE 1/4 SE 1/4 SEC. 22, T 17 N, R 9 W, ABOUT 800 FEET W OF THE
 ML1088'SE CORNER OF THE SECTION, AT THE SW CORNER OF A MEADOW, 47
 ML1088'FEET N OF THE CENTER LINE OF AN E AND W SECTION-LINE ROAD,
 ML1088'70 FEET N OF THE S FENCE AND 25 FEET N OF THE N FENCE OF THE
 ML1088'ABOVE-MENTIONED ROAD, AND 40 FEET E OF PRIVATE ROAD EXTENDING
 ML1088'N FROM THE SECTION-LINE ROAD.
 ML1088'
 ML1088'STANDARD STATION DISK, STAMPED WALBACK 1930, SET IN CONCRETE
 ML1088'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 ML1088'
 ML1088'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 ML1088'STAMPED WALBACK NO. 1 AND WALBACK NO. 2, PROJECTING ABOUT
 ML1088'4 INCHES ABOVE GROUND.
 ML1088'
 ML1088'REFERENCE MARK NO. 1 IS IN THE SW 1/4 SEC. 23, ABOUT 1/4 MILE
 ML1088'NE OF THE STATION, ABOUT 1/8 MILE N OF THE SW CORNER OF THE
 ML1088'SECTION, ON THE W SLOPE OF A SMALL KNOLL, 171 FEET W OF A
 ML1088'FENCE LINE ON THE E SIDE OF THE KNOLL, ABOUT 2 FEET E OF A
 ML1088'TELEPHONE LINE WHICH IS ABOUT ON THE SECTION LINE, AND 8 FEET
 ML1088'S OF A POLE.  REFERENCE MARK NO. 2 IS IN THE NE 1/4 SEC.
 ML1088'27, AT A FENCE LINE ON THE S SIDE OF THE E AND W SECTION-LINE
 ML1088'ROAD, 23 FEET S OF THE CENTER LINE OF THE ROAD, AND 71 FEET
 ML1088'S OF THE STATION.
 ML1088'
 ML1088'THE DESCRIPTION OF HOW TO REACH THE STATION FROM WOLBACH
 ML1088'IS CORRECT EXCEPT THAT HIGHWAY 13 SHOULD BE CHANGED TO READ
 ML1088'STATE HIGHWAY 22.
 ML1088
 ML1088                          STATION RECOVERY (1950)
 ML1088
 ML1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1088'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 ML1088'CONDITION.  THE 1930 DESCRIPTION BY H.W.H. IS ADEQUATE, EXCEPT
 ML1088'ALL MARKS ARE STAMPED WALBACK.  THE DIRECTION TO REFERENCE
 ML1088'MARK NO. 1 DID NOT CHECK WITH THE 1930 AND A SLIGHT DIFFERENCE
 ML1088'IN THE TO REACH DESCRIPTION.  A NEW TO REACH DESCRIPTION
 ML1088'FOLLOWS.
 ML1088'
 ML1088'TO REACH FROM THE POST OFFICE IN WOLBACH, GO EAST 0.3 MILE
 ML1088'TO A T-INTERSECTION, TURN RIGHT (SOUTH) 0.25 MILE TO STATE
 ML1088'HIGHWAY 22, TURN LEFT (EAST) ON HIGHWAY 22 3.15 MILES TO
 ML1088'A SIDE ROAD LEFT, TURN LEFT (NORTH) 1.8 MILES TO WHERE MAIN
 ML1088'ROAD TURNS LEFT, TURN LEFT ON MAIN ROAD 0.35 MILE TO FORKS,
 ML1088'TAKE RIGHT FORK 0.1 MILE, TURN RIGHT (EAST) ON MAIN ROAD
 ML1088'0.1 MILE TO WHERE MAIN ROAD TURNS LEFT OR NORTH AND THE
 ML1088'STATION AS DESCRIBED.
 ML1088'
 ML1088'A NEW REFERENCE MARK NO. 3 WAS SET AND NO. 1 WAS USED AS THE
 ML1088'AZIMUTH MARK.
 ML1088'
 ML1088'REFERENCE MARK NO. 3 IS 32 FEET WEST OF THE CENTERLINE OF
 ML1088'THE ROAD LEADING NORTH, 29 FEET NORTH OF THE CENTERLINE OF
 ML1088'THE ROAD LEADING WEST AND 2.6 FEET NORTH OF THE RIGHT-OF-WAY
 ML1088'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ML1088'WALBACK NO 3 1950.
 ML1088'
 ML1088'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.05
 ML1088'MILE, TURN RIGHT (EAST) ACROSS PRAIRIE LAND 0.2 MILE TO
 ML1088'POWERLINE AND THE MARK AS DESCRIBED.
 ML1088'
 ML1088'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE AS DESCRIBED.
 ML1088'
 ML1088'OBSERVATIONS TAKEN FROM A 64 FT. STEEL TOWER.
 ML1088
 ML1088                          STATION RECOVERY (1951)
 ML1088
 ML1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1088'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 ML1088'2 AND REFERENCE MARK NUMBER 3 WERE RECOVERED AND ARE IN GOOD
 ML1088'CONDITION.  ALL MARKS ARE STAMPED WALBACK 1930 EXCEPT REFERENCE
 ML1088'MARK NO. 3 AND IT IS STAMPED WALBACK 1950.
 ML1088'
 ML1088'ALL PREVIOUS YEARS THE STATION HAS BEEN LISTED AS WOLBACH 1930
 ML1088'BUT ON THE 1951 DATA IT IS LISTED AS STAMPED, (WALBACK 1930).
 ML1088
 ML1088                          STATION RECOVERY (1958)
 ML1088
 ML1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1088'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 ML1088'AND FOUND TO BE IN GOOD CONDITION.  ROUGH MEASUREMENTS
 ML1088'WERE MADE TO THE REFERENCE MARKS AND THEY CHECKED WITH THE
 ML1088'PREVIOUS DESCRIPTION.  AN INSTRUMENT SET UP WAS NOT MADE
 ML1088'SO THE DIRECTIONS TO THE MARKS WERE NOT VERIFIED.  DUE TO
 ML1088'WET WEATHER CONDITIONS REFERENCE MARK 1 WAS NOT SEARCHED
 ML1088'FOR.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 ML1088
 ML1088                          STATION RECOVERY (1998)
 ML1088
 ML1088'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML1088'RECOVERED IN GOOD CONDITION, IN PASTURELAND, IN THE SE1/4, SEC22,
 ML1088'T17N, R9W.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 81 AND STATE
 ML1088'HIGHWAY 22, 3 MI (4.8 KM) WEST OF WOLBACH, GO EAST ON HIGHWAY 22 FOR
 ML1088'6.2 MI (10.0 KM) TO A T-INTERSECTION WITH A GRAVELED COUNTY ROAD
 ML1088'LEADING NORTH.  TURN LEFT AND GO NORTH FOR 1.5 MI (2.4 KM) TO WHERE
 ML1088'THE GRAVELED ROAD CURVES EAST AND A DIRT ROAD CONTINUES NORTH.
 ML1088'CONTINUE NORTH ON THE DIRT ROAD FOR 0.2 MI, (0.3 KM) TURN LEFT, WEST,
 ML1088'AND CONTINUE NORTHWEST FOR 0.35 MI (0.56 KM) TO A FORK.  FOLLOW THE
 ML1088'RIGHT FORK NORTH, AND THEN EAST, FOR 0.2 MI (0.3 KM) TO THE ROAD
 ML1088'CURVES LEFT, THROUGH AN EAST-WEST FENCE LINE AND THE STATION ON THE
 ML1088'RIGHT.  THE MARK IS 37.84 M (124.15 FT) EAST-NORTHEAST OF A NAIL IN A
 ML1088'UTILITY POLE, 26.00 M (85.30 FT) NORTHEAST OF THE CENTERLINE OF THE
 ML1088'DIRT ROAD IN LINE WITH AN EAST-WEST FENCE, 10.31 M (33.83 FT)
 ML1088'NORTHWEST OF A NAIL IN THE TOP OF A FENCE POST AND 7.58 M (24.87 FT)
 ML1088'NORTH OF A WITNESS POST IN THE EAST-WEST FENCE AND IT IS FLUSH WITH
 ML1088'THE GROUND SURFACE.
 ML1088
 ML1088                          STATION RECOVERY (2007)
 ML1088
 ML1088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 ML1088'THE DESCRIPTION IN THE 1998 RECOVERY REPORT IS STILL CURRENT.  THE
 ML1088'ROADS LEADING TO THE STATION REQUIRE THE USE OF A 4WD VEHICLE IN RAIN
 ML1088'OR SNOW CONDITIONS.  THE STATION DISK IS CONFIRMED TO BE STAMPED
 ML1088''WALBACK'.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0610 ***********************************************************************
 NN0610  DESIGNATION -  WALNUT
 NN0610  PID         -  NN0610
 NN0610  STATE/COUNTY-  NE/KNOX
 NN0610  COUNTRY     -  US
 NN0610  USGS QUAD   -  WALNUT (2017)
 NN0610
 NN0610                         *CURRENT SURVEY CONTROL
 NN0610  ______________________________________________________________________
 NN0610* NAD 83(1995) POSITION- 42 35 10.04494(N) 098 14 46.68282(W)   ADJUSTED
 NN0610* NAVD 88 ORTHO HEIGHT -   590.3   (meters)     1937.    (feet) VERTCON
 NN0610  ______________________________________________________________________
 NN0610  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 NN0610  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 NN0610  HORZ ORDER      -  FIRST
 NN0610
 NN0610.The horizontal coordinates were established by classical geodetic methods
 NN0610.and adjusted by the National Geodetic Survey in August 1997.
 NN0610
 NN0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0610
 NN0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0610.GEOID18 height accuracy estimate available here.
 NN0610
 NN0610.Click photographs - Photos may exist for this station.
 NN0610
 NN0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0610
 NN0610. The following values were computed from the NAD 83(1995) position.
 NN0610
 NN0610;                    North         East     Units Scale Factor Converg.
 NN0610;SPC NE       -   307,107.881   643,920.966   MT  0.99983664   +1 09 43.8
 NN0610;SPC NE       - 1,007,569.77  2,112,597.37   sFT  0.99983664   +1 09 43.8
 NN0610;UTM  14      - 4,715,131.456   561,843.645   MT  0.99964705   +0 30 36.2
 NN0610
 NN0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0610!SPC NE       -   0.99991143  x   0.99983664  =   0.99974809
 NN0610!UTM  14      -   0.99991143  x   0.99964705  =   0.99955852
 NN0610
 NN0610:                Primary Azimuth Mark                     Grid Az
 NN0610:SPC NE       -  WALNUT AZ MK                             114 48 02.8
 NN0610:UTM  14      -  WALNUT AZ MK                             115 27 10.4
 NN0610
 NN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6184315131(NAD 83)
 NN0610
 NN0610|---------------------------------------------------------------------|
 NN0610| PID    Reference Object                     Distance      Geod. Az  |
 NN0610|                                                           dddmmss.s |
 NN0610| CO4785 WALNUT AZ MK                                       1155746.6 |
 NN0610|---------------------------------------------------------------------|
 NN0610
 NN0610                          SUPERSEDED SURVEY CONTROL
 NN0610
 NN0610  NAD 83(1986)-  42 35 10.05215(N)    098 14 46.68457(W) AD(       ) 1
 NN0610  NAD 27      -  42 35 10.04600(N)    098 14 45.41100(W) AD(       ) 1
 NN0610  USSD        -  42 35 10.18500(N)    098 14 45.66900(W) AD(       ) 3
 NN0610  NGVD 29 (07/19/86)  590.1    (m)         1936.     (f) VERT ANG       
 NN0610
 NN0610.Superseded values are not recommended for survey control.
 NN0610
 NN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0610.See file dsdata.pdf to determine how the superseded data were derived.
 NN0610
 NN0610_MARKER: DS = TRIANGULATION STATION DISK
 NN0610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0610_STAMPING: WALNUT 1901
 NN0610_MARK LOGO: CGS
 NN0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0610
 NN0610  HISTORY     - Date     Condition        Report By
 NN0610  HISTORY     - 1901     MONUMENTED       CGS
 NN0610  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0610  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0610  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NN0610
 NN0610                          STATION DESCRIPTION
 NN0610
 NN0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NN0610'THIS STATION IS IN THE WEST CENTER OF SW. 1/4 SEC. 10, T. 30 N.,
 NN0610'R. 8 W., ON LAND OWNED BY A LAND COMPANY OF NORFOLK, NEBR., ON
 NN0610'THE HIGHEST POINT OF A PROMINENT RANGE OF HILLS IN WASHINGTON
 NN0610'PRECINCT, ABOUT 1.5 MILES WEST AND 4.5 MILES NORTH OF WALNUT POST
 NN0610'OFFICE.  THE NEAREST HOUSE, SITUATED IN A RAVINE ABOUT 1/2
 NN0610'MILE TO THE SOUTHWEST, IS OWNED AND OCCUPIED BY FRANK VONASEK.
 NN0610'A TRAIL BRANCHES AT A POINT TO THE SOUTHWESTWARD OF THE
 NN0610'STATION, AND THE NORTH-AND-SOUTH BRANCH PASSES ABOUT 270 FEET
 NN0610'TO THE WESTWARD OF THE STATION.  THE STONE MARKING THE
 NN0610'SOUTHWEST CORNER OF SEC. 10, T. 30 N., R. 8 W., IS ABOUT 0.3
 NN0610'MILE A LITTLE SOUTH OF WEST FROM THE STATION, AND IS IN THE
 NN0610'SECOND RAVINE FROM THE STATION AND SURROUNDED BY BUSHES.  THE
 NN0610'SURFACE MARK IS A MARBLE POST, 2.5 FEET LONG AND 8 INCHES
 NN0610'SQUARE ON TOP.  CUT IN ITS TOP ARE TWO V-SHAPED GROOVES AT
 NN0610'RIGHT ANGLES TO EACH OTHER, AND THE LETTERS U.S.C.S.  THE
 NN0610'UNDERGROUND MARK IS A TACK IN THE CENTER OF THE CORK OF A
 NN0610'STONE JUG, BURIED ABOUT 2-1/2 FEET BELOW THE TOP OF THE SURFACE
 NN0610'STONE.
 NN0610
 NN0610                          STATION RECOVERY (1935)
 NN0610
 NN0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0610'THE SURFACE MARK, A STONE POST, HAS BEEN REMOVED FROM THE
 NN0610'STATION SITE AND SET UPRIGHT IN A FENCE LINE AT THE WEST EDGE
 NN0610'OF A CULTIVATED FIELD IN WHICH THE STATION IS LOCATED.  THE
 NN0610'UNDERGROUND MARK, A STONE JUG, WAS RECOVERED AND IS ABOUT
 NN0610'2-1/2 FEET BELOW THE SURFACE.
 NN0610'
 NN0610'ABOUT 11 MILES WEST AND 1 MILE SOUTH OF VERDIGRE, 2 MILES
 NN0610'NORTH AND 2 MILES WEST OF THE WALNUT POST OFFICE, IN THE
 NN0610'SOUTHWEST QUARTER-SECTION 10, T. 30 N., R. 8 W., AT THE CREST
 NN0610'OF A HIGH RIDGE, IN A CULTIVATED FIELD BELONGING TO FRED B. SOUCEK
 NN0610'WHO LIVES IN A RAVINE ABOUT 1/2 MILE NORTHEAST OF THE STATION,
 NN0610'162 FEET EAST OF THE CENTER LINE OF THE SECTION-LINE ROAD, 200
 NN0610'FEET NORTH OF CENTER LINE OF AN EAST-AND-WEST ROAD, 179 FEET
 NN0610'NORTH OF A SOUTH FENCE AND 139 FEET EAST OF A WEST FENCE
 NN0610'OF THE FIELD.
 NN0610'
 NN0610'TO REACH FROM VERDIGRE GO SOUTHWEST ABOUT 2 MILES ON A GRAVEL
 NN0610'ROAD ON THE LEFT BANK OF VERDIGRE CREEK, TAKE RIGHT-HAND FORK
 NN0610'LEADING UP NORTH BRANCH OF VERDIGRE CREEK ABOUT 2-1/2
 NN0610'MILES TO BRIDGE CROSSING FROM NORTH TO SOUTH BANK, GO SOUTHWEST
 NN0610'ON WINDING ROAD ABOUT 3/4 MILE, WEST ON SECTION-LINE ROAD
 NN0610'ABOUT 4-1/2 MILES AND CONTINUE MOSTLY WESTWARD ON WINDING ROAD
 NN0610'ABOUT 2 MILES TO STATION SITE AT TOP OF HILL AT THE RIGHT OF
 NN0610'THE ROAD.
 NN0610'
 NN0610'REFERENCE MARK NO. 1 (1935), THE ORIGINAL SURFACE STATION MARK,
 NN0610'AN 8- BY 8-INCH STONE POST WITH INTERSECTING GROOVES AND THE
 NN0610'LETTERS U.S.C.S. ON TOP, IS AT THE WEST FENCE LINE OF THE
 NN0610'SULTIVATED FIELD, 188 FEET NORTH OF A FENCE CORNER AT A ROAD
 NN0610'INTERSECTION, 139 FEET WEST OF THE STATION, 23 FEET EAST OF
 NN0610'CENTER LINE OF ROAD RIGHT-OF-WAY, AND PROJECTS ABOUT 1 FOOT
 NN0610'ABOVE GROUND.
 NN0610
 NN0610                          STATION RECOVERY (1935)
 NN0610
 NN0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0610'ABOUT 11 MILES WEST AND 1 MILE SOUTH OF VERDIGRE, 2 MILES NORTH
 NN0610'AND 2 MILES WEST OF WALNUT POST OFFICE, IN SOUTHWEST QUARTER
 NN0610'SEC. 10, T. 30 N., R. 8 W.  STATION MARK RECOVERED.  SURFACE
 NN0610'MARK HAD BEEN REMOVED AND SET UP IN FENCE LINE AT THE WEST EDGE
 NN0610'OF CULTIVATED FIELD.  THE ORIGINAL UNDERGROUND MARK, A JUG
 NN0610'WAS RECOVERED, ABOUT 2.5 FEET BELOW THE SURFACE.  STATION WAS
 NN0610'REMARKED, AS FOLLOWS--STANDARD STATION TABLET WAS SET
 NN0610'IN A CONCRETE BLOCK ABOUT 16 INCHES SQUARE AND 10 INCHES DEEP,
 NN0610'WITH TOP 3 FEET BELOW SURFACE, AFTER THE ORIGINAL UNDERGROUND
 NN0610'MARK WAS REMOVED.  OVER THIS WAS PLACED A LAYER OF BOARDS AND
 NN0610'STAND.  OVER THIS WAS SET THE ORIGINAL SURFACE MARK STONE,
 NN0610'AFTER ABOUT 12 INCHES OF IT WAS BROKEN OFF.  IN THE TOP OF OF
 NN0610'STONE WAS SET A STANDARD STATION TABLET, THE
 NN0610'TOP OF WHICH IS ABOUT 20 INCHES BELOW GROUND SURFACE.
 NN0610'
 NN0610'THIS STATION IS ON PROPERTY OWNED BY MR. FRED B. SOUCEK, IN
 NN0610'A CULTIVATED FIELD, 177 FEET NORTH OF SOUTH FENCE LINE, 137
 NN0610'FEET EAST OF THE WEST FENCE LINE OF FIELD.
 NN0610'
 NN0610'TO REACH FROM O NEILL, FROM JUNCTION OF U.S. HIGHWAYS 281 AND
 NN0610'20, GO EAST ON U.S. 20 FOR 11.7 MILES TO A POINT, 3.5 MILES
 NN0610'NORTH OF PAGE, WHERE HIGHWAY 20 TURNS AT RIGHT ANGLE TO SOUTH.
 NN0610'CONTINUE EAST FOR 8 MILES ON COUNTY DIRT ROAD TO VENUS CHURCH,
 NN0610'TURN NORTH AND GO NORTH (PASS VENUS STORE AND POST OFFICE ON
 NN0610'LEFT, OR (WEST) SIDE OF ROAD) FOR 8.5 MILES, TURN RIGHT AND GO
 NN0610'EAST AND NORTHEAST FOR 1.3 MILES TO TOP OF RIDGE, TURN INTO
 NN0610'CULTIVATED FIELD AND GO NORTHEAST FOR 90 YARDS TO STATION, ON
 NN0610'EAST SIDE OF FARM ROAD.
 NN0610'
 NN0610'DISTANCES AND BEARINGS FROM STATION--TO REFERENCE MARK NO. 1, 53.85
 NN0610'METERS (176.65 FEET), S 00 DEG 30 MIN W.  TO STONE, SOUTHWEST
 NN0610'CORNER SEC. 10, 0.3 MILE AZIMUTH, SOUTHWEST.  TO REFERENCE
 NN0610'MARK NO. 2, 41.71 METERS (136.86 FEET), S 86 DEG 15 MIN W.
 NN0610'
 NN0610'REFERENCE MARK NO. 1 (1935) IS A STANDARD REFERENCE MARK
 NN0610'TABLET SET IN A 14- BY 14- BY 24-INCH CONCRETE PIER, ABOUT 139
 NN0610'FEET EAST OF FENCE CORNER AND 3 FEET NORTH OF SOUTH FENCE OF
 NN0610'FIELD.
 NN0610'
 NN0610'REFERENCE MARK NO. 2 (1935), IS A STANDARD REFERENCE
 NN0610'MARK TABLET SET IN A 14- BY 14- BY 24-INCH CONCRETE PIER, 180
 NN0610'FEET NORTH OF FENCE CORNER AND 2 FEET EAST OF THE WEST FENCE
 NN0610'OF FIELD.  REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 65.65
 NN0610'METERS.  S 38 DEG 52 MIN E.
 NN0610
 NN0610                          STATION RECOVERY (1940)
 NN0610
 NN0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0610'STATION IS LOCATED ABOUT 11 MILES WEST AND 1 MILE SOUTH OF
 NN0610'VERDIGRE, AND 4 MILES NORTHWEST OF THE VILLAGE OF WALNUT,
 NN0610'IN THE SOUTHWEST QUARTER OF SEC. 10, T. 30 N., R. 8 W., ON
 NN0610'PROPERTY OWNED BY FRED SOUCEK.
 NN0610'
 NN0610'TO REACH THE STATION FROM VERDIGRE, GO WEST ON THE WALNUT ROAD
 NN0610'FOR 10 MILES TO WHERE THE MAIN ROAD TURNS LEFT, (SOUTH),
 NN0610'CONTINUE STRAIGHT AHEAD (WEST) FOR 2.25 MILES TO THE AZIMUTH
 NN0610'MARK ON THE LEFT (SOUTH) SIDE OF THE ROAD, CONTINUE WEST FOR
 NN0610'0.75 MILE TO A WIRE GATE AT THE SOUTHWEST CORNER OF A FIELD ON
 NN0610'THE RIGHT (NORTH) SIDE OF THE ROAD, TURN RIGHT THROUGH GATE AND
 NN0610'GO ABOUT 100 YARDS NORTH-NORTHEAST TO THE HIGHEST POINT OF
 NN0610'FIELD AND STATION.
 NN0610'
 NN0610'THE STATION WAS REMARKED BY E.R.M. IN 1935 AS FOLLOWS--
 NN0610'
 NN0610'THE ORIGINAL SUBSURFACE MARK, A JUG, WAS REPLACED BY A STANDARD
 NN0610'DISK SET IN CONCRETE.  THE ORIGINAL SURFACE MARK, A
 NN0610'STONE, WAS RESET 12 INCHES BELOW THE SURFACE AND A STANDARD
 NN0610'DISK STAMPED WALNUT 1901 WAS SET IN THE TOP OF THE STONE.
 NN0610'
 NN0610'REFERENCE MARK NO. 1 IS STAMPED WALNUT NO. 1 1901 AND IS SET
 NN0610'FLUSH WITH THE GROUND.  IT IS 139 FEET EAST OF A FENCE CORNER AND
 NN0610'3 FEET NORTH OF A FENCE.
 NN0610'
 NN0610'REFERENCE MARK NO. 2 IS STAMPED WALNUT NO. 2 1901 AND IS SET
 NN0610'FLUSH WITH THE GROUND.  IT IS 180 FEET NORTH OF A FENCE
 NN0610'CORNER AND 2 FEET EAST OF A FENCE.
 NN0610'
 NN0610'THE AZIMUTH MARK, WAS ESTABLISHED BY THIS PARTY AND IS
 NN0610'0.75 MILE SOUTHEAST OF THE STATION.  THE MARK IS STAMPED WALNUT
 NN0610'1940 AND PROJECTS 6 INCHES.  IT IS 2 FEET WEST OF A WHITE
 NN0610'REFERENCE POST, 4 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH
 NN0610'OF A FENCE, 37 FEET SOUTH OF A DIRT ROAD AND 28 FEET WEST OF
 NN0610'THE CENTER OF A FARM ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1423 ***********************************************************************
 LG1423  DESIGNATION -  WALNUT AZ MK 2
 LG1423  PID         -  LG1423
 LG1423  STATE/COUNTY-  NE/SALINE
 LG1423  COUNTRY     -  US
 LG1423  USGS QUAD   -  CRETE NORTH (2017)
 LG1423
 LG1423                         *CURRENT SURVEY CONTROL
 LG1423  ______________________________________________________________________
 LG1423* NAD 83(1995) POSITION- 40 40 34.20386(N) 096 57 41.19120(W)   ADJUSTED
 LG1423* NAVD 88 ORTHO HEIGHT -   441.    (meters)     1447.    (feet) SCALED
 LG1423  ______________________________________________________________________
 LG1423  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 LG1423  LAPLACE CORR    -          8.14  (seconds)                    DEFLEC18
 LG1423  HORZ ORDER      -  THIRD
 LG1423
 LG1423.The horizontal coordinates were established by classical geodetic methods
 LG1423.and adjusted by the National Geodetic Survey in August 1997.
 LG1423
 LG1423.The orthometric height was scaled from a topographic map.
 LG1423
 LG1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1423.GEOID18 height accuracy estimate available here.
 LG1423
 LG1423.Click photographs - Photos may exist for this station.
 LG1423
 LG1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1423
 LG1423. The following values were computed from the NAD 83(1995) position.
 LG1423
 LG1423;                    North         East     Units Scale Factor Converg.
 LG1423;SPC NE       -    98,091.640   756,782.912   MT  0.99976258   +2 00 49.1
 LG1423;SPC NE       -   321,822.32  2,482,878.60   sFT  0.99976258   +2 00 49.1
 LG1423;UTM  14      - 4,504,807.767   672,287.752   MT  0.99996537   +1 19 44.5
 LG1423
 LG1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1423!SPC NE       -   0.99993504  x   0.99976258  =   0.99969764
 LG1423!UTM  14      -   0.99993504  x   0.99996537  =   0.99990042
 LG1423
 LG1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7228704807(NAD 83)
 LG1423
 LG1423                          SUPERSEDED SURVEY CONTROL
 LG1423
 LG1423  NAD 83(1986)-  40 40 34.21194(N)    096 57 41.18956(W) AD(       ) 3
 LG1423
 LG1423.Superseded values are not recommended for survey control.
 LG1423
 LG1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1423.See file dsdata.pdf to determine how the superseded data were derived.
 LG1423
 LG1423_MARKER: DZ = AZIMUTH MARK DISK
 LG1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1423_STAMPING: WALNUT 1947 NO 2 1982
 LG1423_MARK LOGO: NGS
 LG1423_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1423+STABILITY: SURFACE MOTION
 LG1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1423+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2007
 LG1423
 LG1423  HISTORY     - Date     Condition        Report By
 LG1423  HISTORY     - 1982     MONUMENTED       NGS
 LG1423  HISTORY     - 20070318 GOOD             INDIV
 LG1423
 LG1423                          STATION DESCRIPTION
 LG1423
 LG1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LG1423'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH FROM CRETE AND ON
 LG1423'THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 LG1423'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 33, 13TH STREET, AND
 LG1423'MAIN STREET, IN CRETE, GO NORTH ON MAIN STREET, WHICH BECOMES A
 LG1423'GRAVELED ROAD, FOR 4.83 KM (3.00 MI) TO A CROSSROAD AND STATION
 LG1423'WALNUT IN THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE NORTH ON
 LG1423'THE GRAVELED ROAD FOR 0.80 KM (0.50 MI) TO A FIELD ENTRANCE AND THE
 LG1423'MARK ON THE LEFT.
 LG1423'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1423'PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 LG1423'MARK IS RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS
 LG1423'ARE 11.0 M (36.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 4.0 M
 LG1423'(13.1 FT) SOUTH FROM THE CENTERLINE OF THE FIELD ENTRANCE, 0.5 M
 LG1423'(1.6 FT) SOUTH FROM A FENCE CORNER POST AND 0.45 M (1.48 FT) NORTH
 LG1423'FROM A WITNESS POST.
 LG1423
 LG1423                          STATION RECOVERY (2007)
 LG1423
 LG1423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LG1423'MARK FOUND AS DESCRIBED IN THE 1982 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1088 ***********************************************************************
 LH1088  DESIGNATION -  WALNUT GROVE METH CH SPIRE
 LH1088  PID         -  LH1088
 LH1088  STATE/COUNTY-  NE/DAWSON
 LH1088  COUNTRY     -  US
 LH1088  USGS QUAD   -  COZAD NW (2017)
 LH1088
 LH1088                         *CURRENT SURVEY CONTROL
 LH1088  ______________________________________________________________________
 LH1088* NAD 83(1995) POSITION- 40 58 31.66304(N) 099 59 39.02504(W)   ADJUSTED
 LH1088  ______________________________________________________________________
 LH1088  GEOID HEIGHT    -        -23.141 (meters)                     GEOID18
 LH1088  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LH1088  HORZ ORDER      -  THIRD
 LH1088
 LH1088.The horizontal coordinates were established by classical geodetic methods
 LH1088.and adjusted by the National Geodetic Survey in August 1997.
 LH1088
 LH1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1088.GEOID18 height accuracy estimate available here.
 LH1088
 LH1088.Click photographs - Photos may exist for this station.
 LH1088
 LH1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1088
 LH1088. The following values were computed from the NAD 83(1995) position.
 LH1088
 LH1088;                    North         East     Units Scale Factor Converg.
 LH1088;SPC NE       -   126,806.712   500,490.239   MT  0.99970115   +0 00 13.9
 LH1088;SPC NE       -   416,031.69  1,642,025.06   sFT  0.99970115   +0 00 13.9
 LH1088;UTM  14      - 4,536,508.986   416,356.879   MT  0.99968611   -0 39 07.0
 LH1088
 LH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1635636508(NAD 83)
 LH1088
 LH1088                          SUPERSEDED SURVEY CONTROL
 LH1088
 LH1088  NAD 83(1986)-  40 58 31.66944(N)    099 59 39.03038(W) AD(       ) 3
 LH1088  NAD 27      -  40 58 31.64100(N)    099 59 37.58900(W) AD(       ) 3
 LH1088
 LH1088.Superseded values are not recommended for survey control.
 LH1088
 LH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1088.See file dsdata.pdf to determine how the superseded data were derived.
 LH1088
 LH1088_MARKER: 90 = CHURCH SPIRE
 LH1088
 LH1088  HISTORY     - Date     Condition        Report By
 LH1088  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1088
 LH1088                          STATION DESCRIPTION
 LH1088
 LH1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1088'POINT OBSERVED IS THE TIP OF SPIRE OF WALNUT GROVE METHODIST
 LH1088'CHURCH.  IT IS LOCATED ABOUT 1 MILE WEST AND 7.7 MILES NORTH
 LH1088'OF COZAD.  IT WAS ERECTED IN 1884 AND IS ABOUT 50 FEET HIGH.
 LH1088'
 LH1088'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MAY, IVER, AND
 LH1088'HARM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0897 ***********************************************************************
 MJ0897  DESIGNATION -  WALNUT HILL
 MJ0897  PID         -  MJ0897
 MJ0897  STATE/COUNTY-  NE/DOUGLAS
 MJ0897  COUNTRY     -  US
 MJ0897  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0897
 MJ0897                         *CURRENT SURVEY CONTROL
 MJ0897  ______________________________________________________________________
 MJ0897* NAD 83(1995) POSITION- 41 16 16.05580(N) 095 58 15.58949(W)   ADJUSTED
 MJ0897* NAVD 88 ORTHO HEIGHT -   387.055 (meters)     1269.86  (feet) ADJUSTED
 MJ0897  ______________________________________________________________________
 MJ0897  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 MJ0897  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 MJ0897  DYNAMIC HEIGHT  -        386.890 (meters)     1269.32  (feet) COMP
 MJ0897  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 MJ0897
 MJ0897  HORZ ORDER      -  FIRST
 MJ0897  VERT ORDER      -  FIRST     CLASS II
 MJ0897
 MJ0897.The horizontal coordinates were established by classical geodetic methods
 MJ0897.and adjusted by the National Geodetic Survey in August 1997.
 MJ0897
 MJ0897.The orthometric height was determined by differential leveling and
 MJ0897.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0897.in June 1991.
 MJ0897
 MJ0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0897.GEOID18 height accuracy estimate available here.
 MJ0897
 MJ0897.Click photographs - Photos may exist for this station.
 MJ0897
 MJ0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 MJ0897
 MJ0897.The dynamic height is computed by dividing the NAVD 88
 MJ0897.geopotential number by the normal gravity value computed on the
 MJ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0897.degrees latitude (g = 980.6199 gals.).
 MJ0897
 MJ0897.The modeled gravity was interpolated from observed gravity values.
 MJ0897
 MJ0897. The following values were computed from the NAD 83(1995) position.
 MJ0897
 MJ0897;                    North         East     Units Scale Factor Converg.
 MJ0897;SPC NE       -   167,493.500   837,353.463   MT  0.99966694   +2 40 12.0
 MJ0897;SPC NE       -   549,518.26  2,747,217.15   sFT  0.99966694   +2 40 12.0
 MJ0897;UTM  15      - 4,573,113.320   251,146.624   MT  1.00036222   -1 57 38.7
 MJ0897;UTM  14      - 4,573,281.301   753,712.585   MT  1.00039228   +1 59 56.6
 MJ0897
 MJ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0897!SPC NE       -   0.99994361  x   0.99966694  =   0.99961057
 MJ0897!UTM  15      -   0.99994361  x   1.00036222  =   1.00030581
 MJ0897!UTM  14      -   0.99994361  x   1.00039228  =   1.00033587
 MJ0897
 MJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5114673113(NAD 83)
 MJ0897
 MJ0897|---------------------------------------------------------------------|
 MJ0897| PID    Reference Object                     Distance      Geod. Az  |
 MJ0897|                                                           dddmmss.s |
 MJ0897| MJ0898 WALNUT HILL RM 1                     40.145 METERS 17314     |
 MJ0897| MJ0899 WALNUT HILL RM 2                     28.078 METERS 27753     |
 MJ0897| MJ0900 WALNUT HILL RM 3 AZIMUTH            160.020 METERS 30048     |
 MJ0897|---------------------------------------------------------------------|
 MJ0897
 MJ0897                          SUPERSEDED SURVEY CONTROL
 MJ0897
 MJ0897  NAD 83(1986)-  41 16 16.06404(N)    095 58 15.58973(W) AD(       ) 1
 MJ0897  NAD 27      -  41 16 16.06900(N)    095 58 14.53600(W) AD(       ) 1
 MJ0897  NGVD 29 (??/??/92)  386.930  (m)         1269.45   (f) ADJ UNCH    1 2
 MJ0897  NGVD 29             386.85   (m)         1269.2    (f) LEVELING    3  
 MJ0897
 MJ0897.Superseded values are not recommended for survey control.
 MJ0897
 MJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0897.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0897
 MJ0897_MARKER: DS = TRIANGULATION STATION DISK
 MJ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0897_STAMPING: WALNUT HILL 1934
 MJ0897_MARK LOGO: CGS
 MJ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0897+STABILITY: SURFACE MOTION
 MJ0897
 MJ0897  HISTORY     - Date     Condition        Report By
 MJ0897  HISTORY     - 1934     MONUMENTED       CGS
 MJ0897  HISTORY     - 1947     GOOD             CGS
 MJ0897  HISTORY     - 1953     GOOD             CGS
 MJ0897  HISTORY     - 1970     MARK NOT FOUND   NGS
 MJ0897  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0897
 MJ0897                          STATION DESCRIPTION
 MJ0897
 MJ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0897'STATION IS IN THE WEST CENTRAL PART OF THE CITY OF OMAHA,
 MJ0897'IN THE SOUTHEAST QUARTER OF SEC. 17, T. 15 N., R. 14 E., ON
 MJ0897'LAND OCCUPIED BY THE CITY WATER WORKS, IN THE WALNUT HILL
 MJ0897'PUMPING PLANT AT THE INTERSECTION OF NORTH FORTIETH AND NICHOLAS
 MJ0897'STREETS, ON THE EAST END OF BASIN ABOVE PUMP HOUSE BETWEEN
 MJ0897'THE NORTHEAST AND SOUTHEAST BASINS.
 MJ0897'
 MJ0897'REFERENCE MARK NO. 1 IS 131.71 FEET SOUTH OF STATION, SET IN
 MJ0897'CONCRETE EDGE OF SOUTHEAST BASIN.
 MJ0897'
 MJ0897'REFERENCE MARK NO. 2 IS 92.12 FEET WEST OF STATION, SET IN
 MJ0897'CONCRETE EDGE OF NORTHEAST BASIN.
 MJ0897'
 MJ0897'REFERENCE MARK NO. 3 IS 525 FEET NORTHWEST OF STATION, SET IN
 MJ0897'CONCRETE EDGE OF NORTHWEST BASIN, IN NORTHWEST CORNER.
 MJ0897'
 MJ0897'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 MJ0897
 MJ0897                          STATION RECOVERY (1947)
 MJ0897
 MJ0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ0897'AT OMAHA.
 MJ0897'AT OMAHA, NORTHEAST OF THE INTERSECTION OF FORTIETH AND NICHOLAS
 MJ0897'STREETS, AT THE WALNUT HILL PUMPING PLANT OF THE CITY WATER
 MJ0897'WORKS, 52.5 FEET WEST OF THE NORTHWEST CORNER OF THE PUMPING
 MJ0897'PLANT, 21.5 FEET WEST OF A STEEL FENCE, 15.8 FEET NORTH OF THE
 MJ0897'NORTH CURB OF THE SOUTH BASIN, 14.3 FEET SOUTH OF THE SOUTH
 MJ0897'CURB OF THE NORTHEAST BASIN, SET IN THE TOP OF A CONCRETE POST
 MJ0897'WHICH IS FLUSH WITH THE GROUND.
 MJ0897
 MJ0897                          STATION RECOVERY (1953)
 MJ0897
 MJ0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MJ0897'RECOVERED IN GOOD CONDITION.
 MJ0897
 MJ0897                          STATION RECOVERY (1970)
 MJ0897
 MJ0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ0897'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  OLD TIES ARE
 MJ0897'GONE AND THE STATION SITE HAS BEEN COVERED WITH CONCRETE.
 MJ0897'THE UNDERGROUND MARK COULD STILL BE IN PLACE.  REFERENCE
 MJ0897'MARK NO. 1, REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3
 MJ0897'WERE NOT FOUND AND THE BASIN WHICH THE MARKS WERE SET IN HAS
 MJ0897'BEEN COVERED WITH A ROOF AND IF THE MARKS ARE STILL IN PLACE
 MJ0897'HAVE NO VALUE.  THIS STATION SHOULD BE CONSIDERED LOST.
 MJ0897'
 MJ0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0897
 MJ0897                          STATION RECOVERY (1976)
 MJ0897
 MJ0897'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MJ0897'WALNUT HILL 1934 GONE.
 MJ0897'
 MJ0897'NEW ROOFS ON TOP OF WALL.
 MJ0897'
 MJ0897'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0897'WALNUT HILL NO 1 1934 GONE.
 MJ0897'
 MJ0897'NEW ROOF ON TOP OF WALLS.
 MJ0897'
 MJ0897'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0897'WALNUT HILL NO. 2 1934 GONE.
 MJ0897'
 MJ0897'NEW ROOF ON TOP OF WALLS.
 MJ0897'
 MJ0897'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0897'WALNUT HILL NO. 3 1934 GONE.
 MJ0897'
 MJ0897'NEW ROOF ON TOP OF WALLS.
 MJ0897'
 MJ0897'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0898 ***********************************************************************
 MJ0898  DESIGNATION -  WALNUT HILL RM 1
 MJ0898  PID         -  MJ0898
 MJ0898  STATE/COUNTY-  NE/DOUGLAS
 MJ0898  COUNTRY     -  US
 MJ0898  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0898
 MJ0898                         *CURRENT SURVEY CONTROL
 MJ0898  ______________________________________________________________________
 MJ0898* NAD 83(1986) POSITION- 41 16 14.76   (N) 095 58 15.39   (W)   HD_HELD1
 MJ0898* NAVD 88 ORTHO HEIGHT -   387.445 (meters)     1271.14  (feet) ADJUSTED
 MJ0898  ______________________________________________________________________
 MJ0898  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 MJ0898  DYNAMIC HEIGHT  -        387.280 (meters)     1270.60  (feet) COMP
 MJ0898  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 MJ0898
 MJ0898  VERT ORDER      -  FIRST     CLASS II
 MJ0898
 MJ0898.The horizontal coordinates were determined by differentially corrected
 MJ0898.hand held GPS observations or other comparable positioning techniques
 MJ0898.and have an estimated accuracy of +/- 3 meters.
 MJ0898
 MJ0898.The orthometric height was determined by differential leveling and
 MJ0898.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0898.in June 1991.
 MJ0898
 MJ0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0898.GEOID18 height accuracy estimate available here.
 MJ0898
 MJ0898.Click photographs - Photos may exist for this station.
 MJ0898
 MJ0898.The dynamic height is computed by dividing the NAVD 88
 MJ0898.geopotential number by the normal gravity value computed on the
 MJ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0898.degrees latitude (g = 980.6199 gals.).
 MJ0898
 MJ0898.The modeled gravity was interpolated from observed gravity values.
 MJ0898
 MJ0898;                    North         East    Units  Estimated Accuracy
 MJ0898;SPC NE       -   167,453.8     837,360.0     MT  (+/- 3 meters HH1 GPS) 
 MJ0898
 MJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5114973073(NAD 83)
 MJ0898
 MJ0898                          SUPERSEDED SURVEY CONTROL
 MJ0898
 MJ0898  NGVD 29 (??/??/92)  387.321  (m)         1270.74   (f) ADJ UNCH    1 2
 MJ0898
 MJ0898.Superseded values are not recommended for survey control.
 MJ0898
 MJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0898.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0898
 MJ0898_MARKER: DR = REFERENCE MARK DISK
 MJ0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0898_SP_SET: WALL
 MJ0898_STAMPING: WALNUT HILL NO 1 1934
 MJ0898_MARK LOGO: CGS
 MJ0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0898
 MJ0898  HISTORY     - Date     Condition        Report By
 MJ0898  HISTORY     - 1934     MONUMENTED       CGS
 MJ0898  HISTORY     - 1947     GOOD             CGS
 MJ0898  HISTORY     - 1953     GOOD             CGS
 MJ0898
 MJ0898                          STATION DESCRIPTION
 MJ0898
 MJ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0898'AT OMAHA.
 MJ0898'AT OMAHA, NORTHEAST OF THE INTERSECTION OF FORTIETH AND NICHOLAS
 MJ0898'STREETS, AT THE WALNUT HILL PUMPING PLANT OF THE CITY WATER
 MJ0898'WORKS, 131.7 FEET SOUTH OF THE TRIANGULATION STATION, NEAR
 MJ0898'THE CENTER OF THE EAST WALL OF THE SOUTH BASIN, IN THE TOP OF
 MJ0898'THE WALL, 1.5 FEET ABOVE THE SURFACE OF THE GROUND.
 MJ0898
 MJ0898                          STATION RECOVERY (1953)
 MJ0898
 MJ0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MJ0898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0899 ***********************************************************************
 MJ0899  DESIGNATION -  WALNUT HILL RM 2
 MJ0899  PID         -  MJ0899
 MJ0899  STATE/COUNTY-  NE/DOUGLAS
 MJ0899  COUNTRY     -  US
 MJ0899  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0899
 MJ0899                         *CURRENT SURVEY CONTROL
 MJ0899  ______________________________________________________________________
 MJ0899* NAD 83(1986) POSITION- 41 16 16.18   (N) 095 58 16.78   (W)   HD_HELD1
 MJ0899* NAVD 88 ORTHO HEIGHT -   387.545 (meters)     1271.47  (feet) ADJUSTED
 MJ0899  ______________________________________________________________________
 MJ0899  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 MJ0899  DYNAMIC HEIGHT  -        387.380 (meters)     1270.93  (feet) COMP
 MJ0899  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 MJ0899
 MJ0899  VERT ORDER      -  FIRST     CLASS II
 MJ0899
 MJ0899.The horizontal coordinates were determined by differentially corrected
 MJ0899.hand held GPS observations or other comparable positioning techniques
 MJ0899.and have an estimated accuracy of +/- 3 meters.
 MJ0899
 MJ0899.The orthometric height was determined by differential leveling and
 MJ0899.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0899.in June 1991.
 MJ0899
 MJ0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0899.GEOID18 height accuracy estimate available here.
 MJ0899
 MJ0899.Click photographs - Photos may exist for this station.
 MJ0899
 MJ0899.The dynamic height is computed by dividing the NAVD 88
 MJ0899.geopotential number by the normal gravity value computed on the
 MJ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0899.degrees latitude (g = 980.6199 gals.).
 MJ0899
 MJ0899.The modeled gravity was interpolated from observed gravity values.
 MJ0899
 MJ0899;                    North         East    Units  Estimated Accuracy
 MJ0899;SPC NE       -   167,496.0     837,325.6     MT  (+/- 3 meters HH1 GPS) 
 MJ0899
 MJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5111973118(NAD 83)
 MJ0899
 MJ0899                          SUPERSEDED SURVEY CONTROL
 MJ0899
 MJ0899  NGVD 29 (??/??/92)  387.420  (m)         1271.06   (f) ADJ UNCH    1 2
 MJ0899
 MJ0899.Superseded values are not recommended for survey control.
 MJ0899
 MJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0899.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0899
 MJ0899_MARKER: DR = REFERENCE MARK DISK
 MJ0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0899_SP_SET: WALL
 MJ0899_STAMPING: WALNUT HILL NO 2 1934
 MJ0899_MARK LOGO: CGS
 MJ0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0899
 MJ0899  HISTORY     - Date     Condition        Report By
 MJ0899  HISTORY     - 1934     MONUMENTED       CGS
 MJ0899  HISTORY     - 1947     GOOD             CGS
 MJ0899  HISTORY     - 1953     GOOD             CGS
 MJ0899
 MJ0899                          STATION DESCRIPTION
 MJ0899
 MJ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0899'AT OMAHA.
 MJ0899'AT OMAHA, NORTHEAST OF THE INTERSECTION OF FORTIETH AND NICHOLAS
 MJ0899'STREETS, AT THE WALNUT HILL PUMPING PLANT OF THE CITY WATER
 MJ0899'WORKS, SET IN THE CENTER OF THE TOP OF THE SOUTH WALL OF THE
 MJ0899'NORTHEAST BASIN, 1.5 FEET ABOVE THE SURFACE OF THE GROUND.
 MJ0899
 MJ0899                          STATION RECOVERY (1953)
 MJ0899
 MJ0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MJ0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0900 ***********************************************************************
 MJ0900  DESIGNATION -  WALNUT HILL RM 3 AZIMUTH
 MJ0900  PID         -  MJ0900
 MJ0900  STATE/COUNTY-  NE/DOUGLAS
 MJ0900  COUNTRY     -  US
 MJ0900  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0900
 MJ0900                         *CURRENT SURVEY CONTROL
 MJ0900  ______________________________________________________________________
 MJ0900* NAD 83(1986) POSITION- 41 16 18.71   (N) 095 58 21.50   (W)   HD_HELD1
 MJ0900* NAVD 88 ORTHO HEIGHT -   387.506 (meters)     1271.34  (feet) ADJUSTED
 MJ0900  ______________________________________________________________________
 MJ0900  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 MJ0900  DYNAMIC HEIGHT  -        387.341 (meters)     1270.80  (feet) COMP
 MJ0900  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 MJ0900
 MJ0900  VERT ORDER      -  FIRST     CLASS II
 MJ0900
 MJ0900.The horizontal coordinates were determined by differentially corrected
 MJ0900.hand held GPS observations or other comparable positioning techniques
 MJ0900.and have an estimated accuracy of +/- 3 meters.
 MJ0900
 MJ0900.The orthometric height was determined by differential leveling and
 MJ0900.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0900.in June 1991.
 MJ0900
 MJ0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0900.GEOID18 height accuracy estimate available here.
 MJ0900
 MJ0900.Click photographs - Photos may exist for this station.
 MJ0900
 MJ0900.The dynamic height is computed by dividing the NAVD 88
 MJ0900.geopotential number by the normal gravity value computed on the
 MJ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0900.degrees latitude (g = 980.6199 gals.).
 MJ0900
 MJ0900.The modeled gravity was interpolated from observed gravity values.
 MJ0900
 MJ0900;                    North         East    Units  Estimated Accuracy
 MJ0900;SPC NE       -   167,568.9     837,212.3     MT  (+/- 3 meters HH1 GPS) 
 MJ0900
 MJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5101173199(NAD 83)
 MJ0900
 MJ0900                          SUPERSEDED SURVEY CONTROL
 MJ0900
 MJ0900  NGVD 29 (??/??/92)  387.382  (m)         1270.94   (f) ADJ UNCH    1 2
 MJ0900
 MJ0900.Superseded values are not recommended for survey control.
 MJ0900
 MJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0900.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0900
 MJ0900_MARKER: DR = REFERENCE MARK DISK
 MJ0900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ0900_SP_SET: CATCH BASIN
 MJ0900_STAMPING: WALNUT HILL NO 3 1934
 MJ0900_MARK LOGO: CGS
 MJ0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0900
 MJ0900  HISTORY     - Date     Condition        Report By
 MJ0900  HISTORY     - 1934     MONUMENTED       CGS
 MJ0900  HISTORY     - 1947     GOOD             CGS
 MJ0900
 MJ0900                          STATION DESCRIPTION
 MJ0900
 MJ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0900'AT OMAHA.
 MJ0900'AT OMAHA, NORTHEAST OF THE INTERSECTION OF FORTIETH AND NICHOLAS
 MJ0900'STREET, AT THE WALNUT HILL PUMPING PLANT OF THE CITY WATER
 MJ0900'WORKS, SET IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHWEST
 MJ0900'BASIN, 1.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2113 ***********************************************************************
 MK2113  DESIGNATION -  WALNUT RESET
 MK2113  PID         -  MK2113
 MK2113  STATE/COUNTY-  NE/DODGE
 MK2113  COUNTRY     -  US
 MK2113  USGS QUAD   -  SCRIBNER SW (2017)
 MK2113
 MK2113                         *CURRENT SURVEY CONTROL
 MK2113  ______________________________________________________________________
 MK2113* NAD 83(1995) POSITION- 41 33 12.80744(N) 096 39 11.67049(W)   ADJUSTED
 MK2113* NAVD 88 ORTHO HEIGHT -   422.    (meters)     1385.    (feet) SCALED
 MK2113  ______________________________________________________________________
 MK2113  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 MK2113  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 MK2113  HORZ ORDER      -  FIRST
 MK2113
 MK2113.The horizontal coordinates were established by classical geodetic methods
 MK2113.and adjusted by the National Geodetic Survey in August 1997.
 MK2113
 MK2113.The orthometric height was scaled from a topographic map.
 MK2113
 MK2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2113.GEOID18 height accuracy estimate available here.
 MK2113
 MK2113.Click photographs - Photos may exist for this station.
 MK2113
 MK2113.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2113
 MK2113. The following values were computed from the NAD 83(1995) position.
 MK2113
 MK2113;                    North         East     Units Scale Factor Converg.
 MK2113;SPC NE       -   196,389.887   779,046.208   MT  0.99965894   +2 13 04.4
 MK2113;SPC NE       -   644,322.49  2,555,920.77   sFT  0.99965894   +2 13 04.4
 MK2113;UTM  14      - 4,602,869.587   695,712.152   MT  1.00007139   +1 33 25.7
 MK2113
 MK2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2113!SPC NE       -   0.99993791  x   0.99965894  =   0.99959687
 MK2113!UTM  14      -   0.99993791  x   1.00007139  =   1.00000929
 MK2113
 MK2113:                Primary Azimuth Mark                     Grid Az
 MK2113:SPC NE       -  WALNUT RM 2 AZIMUTH                      326 04 46.1
 MK2113:UTM  14      -  WALNUT RM 2 AZIMUTH                      326 44 24.8
 MK2113
 MK2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9571202869(NAD 83)
 MK2113
 MK2113|---------------------------------------------------------------------|
 MK2113| PID    Reference Object                     Distance      Geod. Az  |
 MK2113|                                                           dddmmss.s |
 MK2113| CL7814 WALNUT RM 3                           6.558 METERS 00848     |
 MK2113| CL7812 WALNUT RM 1                          75.423 METERS 07450     |
 MK2113| CL7815 WALNUT RM 4                          28.222 METERS 07549     |
 MK2113| CL7813 WALNUT RM 2 AZIMUTH                                3281750.5 |
 MK2113|---------------------------------------------------------------------|
 MK2113
 MK2113                          SUPERSEDED SURVEY CONTROL
 MK2113
 MK2113  NAD 83(1986)-  41 33 12.81497(N)    096 39 11.67167(W) AD(       ) 1
 MK2113  NAD 27      -  41 33 12.81500(N)    096 39 10.58800(W) AD(       ) 1
 MK2113
 MK2113.Superseded values are not recommended for survey control.
 MK2113
 MK2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2113.See file dsdata.pdf to determine how the superseded data were derived.
 MK2113
 MK2113_MARKER: DS = TRIANGULATION STATION DISK
 MK2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2113_STAMPING: WALNUT 1930 1967
 MK2113_MARK LOGO: CGS
 MK2113_PROJECTION: RECESSED 46 CENTIMETERS
 MK2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2113+STABILITY: SURFACE MOTION
 MK2113
 MK2113  HISTORY     - Date     Condition        Report By
 MK2113  HISTORY     - 1930     MONUMENTED       CGS
 MK2113  HISTORY     - 1935     GOOD             NEGS
 MK2113  HISTORY     - 1965     GOOD             USGS
 MK2113  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MK2113
 MK2113                          STATION DESCRIPTION
 MK2113
 MK2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2113'STATION IS IN THE N CORNER OF SEC. 8, T 18 N, R 7 E, ON LAND
 MK2113'OWNED AND OCCUPIED BY LOUIS ANDERSEN, WHO LIVES AT THE ROAD
 MK2113'INTERSECTION 0.3 MILE E OF THE STATION.  IT IS ON THE S SIDE OF
 MK2113'THE E AND W ROAD ALONG THE FENCE LINE 10 METERS FROM THE CENTER
 MK2113'OF THE ROAD AND IS ABOUT 250 METERS E OF THE N AND S SECTION-LINE
 MK2113'ROAD.  IT IS ABOUT MIDWAY BETWEEN TWO MAPLE GROVES.  IT IS IN
 MK2113'PASTURE LAND BUT MARK IS ABOUT 9 INCHES BELOW THE SURFACE OF
 MK2113'THE GROUND.
 MK2113'
 MK2113'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2113'DISKS SET IN CONCRETE.
 MK2113'
 MK2113'REFERENCE MARK NO. 1 IS ALONG THE FENCE LINE ON THE N SIDE OF
 MK2113'THE E AND W ROAD.  REFERENCE MARK NO. 2 IS ON THE FENCE LINE ON
 MK2113'THE W SIDE OF THE N AND S ROAD AND IS ABOUT 250 METERS W AND 500
 MK2113'METERS N OF THE STATION.
 MK2113'
 MK2113'TO REACH FROM AMES TURN N ON GRAVELED ROAD AT MAIN CORNER OF
 MK2113'VILLAGE, FOLLOW N FOR 1.7 MILES, THENCE NW 1.2 MILES, THENCE N 1.2
 MK2113'MILES, THENCE W 0.5 MILE, THENCE N 2.5 MILES, TO CORNER AT
 MK2113'ANDERSENS HOUSE AND SCHOOL.  TURN W 0.3 MILE TO STATION.
 MK2113'
 MK2113'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK2113
 MK2113                          STATION RECOVERY (1935)
 MK2113
 MK2113'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2113'STATION RECOVERED IN GOOD CONDITION.  STANDARD STATION MARK IN
 MK2113'CONCRETE BURIED 12 INCHES BELOW SURFACE.
 MK2113'
 MK2113'STATION IS IN NW 1/4 OF NW 1/4 SEC. 8, T 18 N, R 7 E, IN PASTURE
 MK2113'LAND OWNED BY RICHARD ANDERSEN, 605 FEET E OF THE CENTER OF
 MK2113'CROSSROADS AT THE NW CORNER OF THE SECTION, 580 FEET E OF A
 MK2113'FENCE CORNER, 44 FEET N OF A POINT IN LINE WITH THE N ROW OF
 MK2113'WALNUT TREES IN A GROVE ABOUT 250 FEET E OF THE STATION, 38 FEET S
 MK2113'OF THE CENTER LINE OF A GRAVELED ROAD, 13 FEET S OF A FENCE
 MK2113'LINE ON THE S SIDE OF THE ROAD, AND ABOUT MIDWAY BETWEEN A
 MK2113'WALNUT GROVE ON THE E AND A MAPLE GROVE ON THE W.
 MK2113'
 MK2113'REFERENCE MARK NO. 1 IS ON THE N SIDE OF GRAVELED ROAD, OPPOSITE
 MK2113'W END OF WALNUT GROVE ON S SIDE OF ROAD, AT A FENCE LINE AND
 MK2113'2 WIRE TELEPHONE LINES, 247 FEET FROM THE STATION, AND 26 FEET N
 MK2113'OF CENTER LINE OF GRAVELED ROAD.  REFERENCE MARK NO. 2 IS IN
 MK2113'SECTION 6 ABOUT 800 FEET N AND 650 FEET W OF THE STATION, AND AT
 MK2113'FENCE LINE ON W SIDE OF N AND S GRAVELED ROAD.
 MK2113'
 MK2113'TO REACH FROM AMES POST OFFICE, GO N 1.7 MILES TO STEEL BRIDGE
 MK2113'ACROSS DRAINAGE CANAL, NW 1.3 MILES, N 2.2 MILES, W 0.5 MILE TO
 MK2113'JAMESTOWN SCHOOL, N 2.5 MILES TO ANDERSEN HOUSE AND DISTRICT 22
 MK2113'SCHOOL, AND W 0.3 MILE TO STATION SITE.
 MK2113
 MK2113                          STATION RECOVERY (1965)
 MK2113
 MK2113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK2113'STATION MARK AND R.M. 2 WERE SEARCHED FOR AND FOUND IN GOOD
 MK2113'CONDITION.
 MK2113'
 MK2113'R.M. 1 WAS FOUND DESTROYED.
 MK2113'
 MK2113'REVISED DESCRIPTION--7.5 MILES S AND 0.5 MILE E OF SCRIBNER.
 MK2113'T. 18 N., R. 7 E., IN THE NW QUARTER OF THE NW QUARTER OF SECTION
 MK2113'8.  38 FT. S AND 605 FT. E OF X-ROADS.  2 FT. S OF ROW OF POWER
 MK2113'LINE POLES.  IN A CULTIVATED FIELD SET 12 INCHES BELOW SURFACE
 MK2113'OF GROUND.  STANDARD TABLET STAMPED WALNUT 1950.
 MK2113
 MK2113                          STATION RECOVERY (1967)
 MK2113
 MK2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MK2113'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND
 MK2113'DESTROYED.  THE STATION UNDERGROUND MARK AND REFERENCE MARK NO. 2
 MK2113'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MK2113'THE STATION UNDERGROUND MARK WAS LOWERED, A NEW SURFACE MARK WAS
 MK2113'SET, AND REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE ALSO
 MK2113'SET.
 MK2113'
 MK2113'FOLLOWING IS A NEW DESCRIPTION.
 MK2113'
 MK2113'TO REACH THE STATION FROM THE POST OFFICE WHICH IS IN THE
 MK2113'SOUTHWEST ANGLE OF THE CROSSROAD IN AMES, GO NORTH ON A GRAVELED
 MK2113'ROAD FOR 1.65 MILES TO A STEEL BRIDGE OVER A DRAINAGE CANAL AND A
 MK2113'CROSSROAD.  TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD FOR
 MK2113'0.8 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A
 MK2113'GRAVELED ROAD FOR 2.15 MILES TO A CROSSROAD.  TURN LEFT AND GO
 MK2113'WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD AND THE
 MK2113'JAMESTOWN SCHOOL IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO
 MK2113'NORTH ON A GRAVELED ROAD FOR 2.45 MILES TO A SIDE ROAD ON
 MK2113'THE LEFT AND A SCHOOL IN THE NORTHWEST ANGLE.  TURN LEFT AND
 MK2113'GO WEST ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON
 MK2113'THE LEFT.
 MK2113'
 MK2113'STATION MARKS ARE STANDARD DISKS STAMPED WALNUT 1930 1967.  THE
 MK2113'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MK2113'18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 97.5 FEET WEST OF
 MK2113'A POWERLINE POLE, 39 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 MK2113'ROAD, 21.5 FEET SOUTH OF A METAL WITNESS POST, IN A CULTIVATED
 MK2113'FIELD, AND ABOUT ON LINE WITH POWERLINE POLES.  THE UNDERGROUND
 MK2113'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36
 MK2113'INCHES BELOW THE SURFACE OF THE GROUND.
 MK2113'
 MK2113'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WALNUT 1930 NO. 3
 MK2113'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MK2113'2 INCHES.  IT IS 17.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 MK2113'ROAD, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 MK2113'
 MK2113'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WALNUT 1930 NO. 4
 MK2113'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MK2113'1 INCH.  IT IS 16 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK2113'AND 1 FOOT WEST OF A METAL WITNESS POST.
 MK2113'
 MK2113'REFERENCE MARK NO. 2 (AZIMUTH MARK), A STANDARD DISK STAMPED
 MK2113'WALNUT NO. 2 1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 MK2113'WHICH PROJECTS 2 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF A
 MK2113'NORTH-SOUTH ROAD, 23.5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 MK2113'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MK2113'
 MK2113'TO REACH REFERENCE MARK NO. 2 (AZIMUTH MARK) FROM THE STATION,
 MK2113'GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN
 MK2113'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO THE MARK
 MK2113'ON THE LEFT.
 MK2113'
 MK2113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 MK2113'NNW OF AMES
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1424 ***********************************************************************
 LG1424  DESIGNATION -  WALNUT RESET
 LG1424  PID         -  LG1424
 LG1424  STATE/COUNTY-  NE/SALINE
 LG1424  COUNTRY     -  US
 LG1424  USGS QUAD   -  CRETE NORTH (2017)
 LG1424
 LG1424                         *CURRENT SURVEY CONTROL
 LG1424  ______________________________________________________________________
 LG1424* NAD 83(1995) POSITION- 40 40 08.30557(N) 096 57 40.66265(W)   ADJUSTED
 LG1424* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 LG1424  ______________________________________________________________________
 LG1424  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 LG1424  LAPLACE CORR    -          7.95  (seconds)                    DEFLEC18
 LG1424  HORZ ORDER      -  THIRD
 LG1424
 LG1424.The horizontal coordinates were established by classical geodetic methods
 LG1424.and adjusted by the National Geodetic Survey in August 1997.
 LG1424
 LG1424.The orthometric height was scaled from a topographic map.
 LG1424
 LG1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1424.GEOID18 height accuracy estimate available here.
 LG1424
 LG1424.Click photographs - Photos may exist for this station.
 LG1424
 LG1424.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1424
 LG1424. The following values were computed from the NAD 83(1995) position.
 LG1424
 LG1424;                    North         East     Units Scale Factor Converg.
 LG1424;SPC NE       -    97,293.886   756,823.380   MT  0.99976439   +2 00 49.5
 LG1424;SPC NE       -   319,205.02  2,483,011.37   sFT  0.99976439   +2 00 49.5
 LG1424;UTM  14      - 4,504,009.424   672,318.690   MT  0.99996550   +1 19 44.1
 LG1424
 LG1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1424!SPC NE       -   0.99993529  x   0.99976439  =   0.99969969
 LG1424!UTM  14      -   0.99993529  x   0.99996550  =   0.99990079
 LG1424
 LG1424:                Primary Azimuth Mark                     Grid Az
 LG1424:SPC NE       -  WEST                                     249 46 35.5
 LG1424:UTM  14      -  WEST                                     250 27 40.9
 LG1424
 LG1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7231804009(NAD 83)
 LG1424
 LG1424|---------------------------------------------------------------------|
 LG1424| PID    Reference Object                     Distance      Geod. Az  |
 LG1424|                                                           dddmmss.s |
 LG1424| LG1477 P1 20                                 2.009 METERS 09202     |
 LG1424| LG1493 WALNUT RM 1                           9.531 METERS 17032     |
 LG1424| LG0773 WEST                                APPROX. 4.3 KM 2514725.0 |
 LG1424| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.13.2 KM 2590540.8 |
 LG1424| LG1494 WALNUT RM 2                          17.437 METERS 26837     |
 LG1424| CL7816 WALNUT AZ MK                                       3585818.4 |
 LG1424| LG1423 WALNUT AZ MK 2                      APPROX. 0.8 KM 3590635.3 |
 LG1424|---------------------------------------------------------------------|
 LG1424
 LG1424                          SUPERSEDED SURVEY CONTROL
 LG1424
 LG1424  NAD 83(1986)-  40 40 08.31361(N)    096 57 40.66098(W) AD(       ) 3
 LG1424  NAD 27      -  40 40 08.29300(N)    096 57 39.55200(W) AD(       ) 3
 LG1424
 LG1424.Superseded values are not recommended for survey control.
 LG1424
 LG1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1424.See file dsdata.pdf to determine how the superseded data were derived.
 LG1424
 LG1424_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1424_STAMPING: WALNUT 1947 1976
 LG1424_MARK LOGO: NGS
 LG1424_PROJECTION: RECESSED 30 CENTIMETERS
 LG1424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1424+STABILITY: SURFACE MOTION
 LG1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1424+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1982
 LG1424
 LG1424  HISTORY     - Date     Condition        Report By
 LG1424  HISTORY     - 1976     MONUMENTED       NGS
 LG1424  HISTORY     - 19820915 GOOD             NGS
 LG1424  HISTORY     - 20070318 POOR             INDIV
 LG1424
 LG1424                          STATION DESCRIPTION
 LG1424
 LG1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1424'THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LG1424'FOUND IN GOOD CONDITION.  THE DISTANCE TO RM 1 WAS 0.015 M
 LG1424'(0.049 FT) SHORTER THAN 1976 MEASUREMENT AND THE ANGLE BETWEEN THE
 LG1424'REFERENCE MARKS FAILED TO AGREE WITH 1947 DATA.  A NEW AZIMUTH MARK
 LG1424'WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 LG1424'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH FROM CRETE AND ON
 LG1424'THE EAST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 LG1424'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 33, 13TH STREET, AND
 LG1424'MAIN STREET, IN CRETE, GO NORTH ON MAIN STREET, WHICH BECOMES A
 LG1424'GRAVELED ROAD, FOR 4.83 KM (3.00 MI) TO A CROSSROAD AND THE STATION
 LG1424'IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 LG1424'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1424'RECESSED 0.30 M (0.98 FT) BELOW THE GROUND SURFACE.  IT IS 19.5 M
 LG1424'(64.0 FT) NORTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 9.1 M
 LG1424'(29.9 FT) NORTH-NORTHWEST FROM A POWER POLE, 7.0 M (23.0 FT) EAST
 LG1424'FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD AND 0.40 M (1.31 FT) WEST
 LG1424'FROM A WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1424
 LG1424                          STATION RECOVERY (2007)
 LG1424
 LG1424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 LG1424'THE SURFACE STATION MARK WAS FOUND IN A SERIOUS SITUATION WITH THE
 LG1424'UPPER 1.5 FEET EXPOSED ON THE WEST SIDE.  IT APPEARS THAT DITCH
 LG1424'GRADING MAY HAVE BEEN THE CAUSE.  THE TOP WEST PORTION OF THE CONCRETE
 LG1424'HAS BEEN CHIPPED AWAY ALTHOUGH THE DISK ITSELF IS FINE AND THE
 LG1424'MONUMENT DOES NOT APPEAR TO HAVE BEEN DISPLACED.
 LG1424'
 LG1424'THE DESCRIPTION TO REACH THE STATION IS STILL ADEQUATE IN THE 1982
 LG1424'DESCRIPTION.  THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE
 LG1424'INTERSECTION OF COUNTY ROAD C AND COUNTY ROAD 2250.
 LG1424'
 LG1424'REFERENCE MARK 1 IS ALMOST ENTIRELY EXPOSED ON THE NORTH, SOUTH, AND
 LG1424'WEST SIDES AND IS IN CRITICAL CONDITION.   IT IS SOMEWHAT LOOSE AND
 LG1424'THE ORIGINAL POSITION MAY HAVE DISPLACED.
 LG1424'
 LG1424'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.
 LG1424'
 LG1424'U. S. CORPS ENGINEERS MARK P1 20 IS A STANDARD USCE DISK IN CONCRETE
 LG1424'STAMPED P1 20 1976 AND IS APPROXIMATELY 6.6 FEET EAST OF STATION
 LG1424'WALNUT RESET.
 LG1424'
 LG1424'WALNUT AZ MK 2 WAS FOUND IN GOOD CONDITION.
 LG1424'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0438 ***********************************************************************
 MN0438  DESIGNATION -  WALRATH
 MN0438  PID         -  MN0438
 MN0438  STATE/COUNTY-  NE/DEUEL
 MN0438  COUNTRY     -  US
 MN0438  USGS QUAD   -  CHAPPELL SE (2017)
 MN0438
 MN0438                         *CURRENT SURVEY CONTROL
 MN0438  ______________________________________________________________________
 MN0438* NAD 83(1995) POSITION- 41 05 28.80111(N) 102 16 32.06044(W)   ADJUSTED
 MN0438* NAVD 88 ORTHO HEIGHT -  1129.    (meters)     3704.    (feet) SCALED
 MN0438  ______________________________________________________________________
 MN0438  GEOID HEIGHT    -        -20.344 (meters)                     GEOID18
 MN0438  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 MN0438  HORZ ORDER      -  THIRD
 MN0438
 MN0438.The horizontal coordinates were established by classical geodetic methods
 MN0438.and adjusted by the National Geodetic Survey in August 1997.
 MN0438
 MN0438.The orthometric height was scaled from a topographic map.
 MN0438
 MN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0438.GEOID18 height accuracy estimate available here.
 MN0438
 MN0438.Click photographs - Photos may exist for this station.
 MN0438
 MN0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0438
 MN0438. The following values were computed from the NAD 83(1995) position.
 MN0438
 MN0438;                    North         East     Units Scale Factor Converg.
 MN0438;SPC NE       -   142,185.938   308,891.198   MT  0.99968461   -1 30 28.9
 MN0438;SPC NE       -   466,488.36  1,013,420.54   sFT  0.99968461   -1 30 28.9
 MN0438;UTM  13      - 4,552,473.200   728,823.843   MT  1.00024447   +1 47 29.2
 MN0438
 MN0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0438!SPC NE       -   0.99982605  x   0.99968461  =   0.99951072
 MN0438!UTM  13      -   0.99982605  x   1.00024447  =   1.00007048
 MN0438
 MN0438:                Primary Azimuth Mark                     Grid Az
 MN0438:SPC NE       -  SIDNEY 3717                              271 46 06.0
 MN0438:UTM  13      -  SIDNEY 3717                              268 28 07.9
 MN0438
 MN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2882352473(NAD 83)
 MN0438
 MN0438|---------------------------------------------------------------------|
 MN0438| PID    Reference Object                     Distance      Geod. Az  |
 MN0438|                                                           dddmmss.s |
 MN0438| MN0709 WALRATH RM 1                         19.105 METERS 00318     |
 MN0438| MN0427 BIG SPRINGS K N NAT GAS TANK        APPROX. 9.1 KM 0891521.6 |
 MN0438| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX. 9.0 KM 0893759.8 |
 MN0438| MN0687 WALRATH AZ MK 2                     APPROX. 1.9 KM 0901029.9 |
 MN0438| MN0710 WALRATH RM 2                         12.624 METERS 09334     |
 MN0438| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.19.1 KM 1664140.3 |
 MN0438| MN0708 SIDNEY 3717                                        2701537.1 |
 MN0438|---------------------------------------------------------------------|
 MN0438
 MN0438                          SUPERSEDED SURVEY CONTROL
 MN0438
 MN0438  NAD 83(1993)-  41 05 28.80032(N)    102 16 32.06068(W) AD(       ) 3
 MN0438  NAD 83(1992)-  41 05 28.80025(N)    102 16 32.06096(W) AD(       ) 3
 MN0438  NAD 83(1986)-  41 05 28.79993(N)    102 16 32.06100(W) AD(       ) 3
 MN0438  NAD 27      -  41 05 28.83700(N)    102 16 30.39130(W) AD(       ) 3
 MN0438
 MN0438.Superseded values are not recommended for survey control.
 MN0438
 MN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0438.See file dsdata.pdf to determine how the superseded data were derived.
 MN0438
 MN0438_MARKER: DS = TRIANGULATION STATION DISK
 MN0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0438_STAMPING: WALRATH 1963
 MN0438_MARK LOGO: CGS
 MN0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0438+STABILITY: SURFACE MOTION
 MN0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0438+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1985
 MN0438
 MN0438  HISTORY     - Date     Condition        Report By
 MN0438  HISTORY     - 1963     MONUMENTED       CGS
 MN0438  HISTORY     - 1963     GOOD             CGS
 MN0438  HISTORY     - 1985     GOOD             DMA
 MN0438  HISTORY     - 19850724 GOOD             NGS
 MN0438
 MN0438                          STATION DESCRIPTION
 MN0438
 MN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0438'THE STATION IS LOCATED 10-1/2 MILES EAST OF CHAPPELL, 7-1/2
 MN0438'MILES NORTH-NORTHEAST OF JULESBURG, COLORADO, ON THE SOUTH
 MN0438'RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 MN0438'
 MN0438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0438'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0438'JUNCTION OF STATE HIGHWAY 27.  CONTINUE STRAIGHT AHEAD AND GO
 MN0438'EAST ON U.S. HIGHWAY 30 FOR 3.0 MILES TO A CROSSROAD AND THE
 MN0438'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 MN0438'AHEAD AND GO EAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO THE STATION
 MN0438'ON THE RIGHT AS DESCRIBED.
 MN0438'
 MN0438'THE STATION MARK IS A STANDARD DISK SET IN THE TOP A 12-INCH
 MN0438'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 MN0438'WALRATH 1963.  IT IS 32 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MN0438'30, 5-1/2 FEET NORTHEAST OF THE EAST GATE POST, 4.9 FEET NORTHEAST
 MN0438'OF A METAL WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST FENCE
 MN0438'LINE.
 MN0438'
 MN0438'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0438'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0438'WALRATH NO 1 1963.  IT IS 31.3 FEET NORTH OF THE CENTER OF U.S.
 MN0438'HIGHWAY 30, 22 FEET EAST OF A CORNER POST AND 1 FOOT SOUTH OF
 MN0438'AN EAST-WEST FENCE LINE.
 MN0438'
 MN0438'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0438'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 MN0438'WALRATH NO 2 1963.  IT IS 45.6 FEET EAST OF A METAL WITNESS
 MN0438'POST, 34 FEET SOUTH OF U.S. HIGHWAY 30 AND 1 FOOT NORTH OF AN
 MN0438'EAST-WEST FENCE LINE.
 MN0438'
 MN0438'A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR THE AZIMUTH.  IT
 MN0438'IS A U.S. GEOLOGICAL SURVEY BENCH MARK, BRONZE CAP RIVETED TO THE
 MN0438'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 9 INCHES AND IS
 MN0438'STAMPED SIDNEY 3717.  IT IS 32 FEET EAST OF THE CENTER OF A
 MN0438'GRAVELED ROAD, 24 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30,
 MN0438'6 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND 5.2 FEET
 MN0438'NORTH-NORTHEAST OF A METAL WITNESS POST.
 MN0438
 MN0438                          STATION RECOVERY (1963)
 MN0438
 MN0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0438'RECOVERED IN GOOD CONDITION.
 MN0438
 MN0438                          STATION RECOVERY (1985)
 MN0438
 MN0438'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0438'WALRATH 1963 FOUND GOOD.
 MN0438'WALRATH NO 1 SEARCHED FOR BRIEFLY AND NOT RECOVERED.
 MN0438'WALRATH NO 2 FOUND GOOD.
 MN0438'SIDNEY 3717 (AZIMUTH MARK) SEARCHED FOR BRIEFLY AND NOT RECOVERED.
 MN0438'
 MN0438'TO REACH ADEQUATE.
 MN0438
 MN0438                          STATION RECOVERY (1985)
 MN0438
 MN0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0438'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 MN0438'GOOD CONDITION.  SIDNEY USGS, WHICH SERVED AS THE AZIMUTH MARK, WAS
 MN0438'FOUND DESTROYED.  AN AZIMUTH MARK 2 WAS ESTABLISHED THIS DATE. THE
 MN0438'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1963
 MN0438'DATA.  A CHECK ANGLE WAS ALSO OBTAINED BETWEEN DISTANT LANDMARKS. THE
 MN0438'UNDERGROUND MARK WAS NOT INSPECTED.
 MN0438'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) WEST FROM BIG SPRINGS,
 MN0438'16.7 KM (10.4 MI) EAST FROM CHAPPELL, 14.5 KM (9.0 MI) NORTH FROM
 MN0438'JULESBURG, COLORADO, 0.8 KM (0.5 MI) EAST FROM AN ATT MICROWAVE TOWER
 MN0438'AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 MN0438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 385, IN
 MN0438'CHAPPELL, GO EAST ON HIGHWAY 30 FOR 11.27 KM (7.00 MI) TO THE WEST
 MN0438'JUNCTION OF STATE HIGHWAY 27.  CONTINUE EAST ON HIGHWAY 30 FOR 5.63
 MN0438'KM (3.50 MI) TO THE STATION ON THE RIGHT, AT A GATE IN A FENCE.
 MN0438'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0438'PROJECTS ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  IT IS 9.8
 MN0438'M (32.2 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 1.68 M
 MN0438'(5.51 FT) EAST-NORTHEAST FROM THE EAST POST OF A GATE AND A WITNESS
 MN0438'POST, 0.91 M (2.99 FT) NORTH FROM THE SOUTH RIGHT-OF-WAY FENCE AND
 MN0438'0.61 M (2.00 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0687 ***********************************************************************
 MN0687  DESIGNATION -  WALRATH AZ MK 2
 MN0687  PID         -  MN0687
 MN0687  STATE/COUNTY-  NE/DEUEL
 MN0687  COUNTRY     -  US
 MN0687  USGS QUAD   -  CHAPPELL SE (2017)
 MN0687
 MN0687                         *CURRENT SURVEY CONTROL
 MN0687  ______________________________________________________________________
 MN0687* NAD 83(1995) POSITION- 41 05 28.59989(N) 102 15 08.59492(W)   ADJUSTED
 MN0687* NAVD 88 ORTHO HEIGHT -  1108.    (meters)     3635.    (feet) SCALED
 MN0687  ______________________________________________________________________
 MN0687  GEOID HEIGHT    -        -20.376 (meters)                     GEOID18
 MN0687  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 MN0687  HORZ ORDER      -  THIRD
 MN0687
 MN0687.The horizontal coordinates were established by classical geodetic methods
 MN0687.and adjusted by the National Geodetic Survey in August 1997.
 MN0687
 MN0687.The orthometric height was scaled from a topographic map.
 MN0687
 MN0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0687.GEOID18 height accuracy estimate available here.
 MN0687
 MN0687.Click photographs - Photos may exist for this station.
 MN0687
 MN0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0687
 MN0687. The following values were computed from the NAD 83(1995) position.
 MN0687
 MN0687;                    North         East     Units Scale Factor Converg.
 MN0687;SPC NE       -   142,128.747   310,837.722   MT  0.99968461   -1 29 33.5
 MN0687;SPC NE       -   466,300.73  1,019,806.76   sFT  0.99968461   -1 29 33.5
 MN0687;UTM  13      - 4,552,528.165   730,771.534   MT  1.00025549   +1 48 24.1
 MN0687
 MN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0687!SPC NE       -   0.99982937  x   0.99968461  =   0.99951404
 MN0687!UTM  13      -   0.99982937  x   1.00025549  =   1.00008482
 MN0687
 MN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3077152528(NAD 83)
 MN0687
 MN0687                          SUPERSEDED SURVEY CONTROL
 MN0687
 MN0687  NAD 83(1993)-  41 05 28.59915(N)    102 15 08.59522(W) AD(       ) 3
 MN0687  NAD 83(1992)-  41 05 28.59908(N)    102 15 08.59550(W) AD(       ) 3
 MN0687
 MN0687.Superseded values are not recommended for survey control.
 MN0687
 MN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0687.See file dsdata.pdf to determine how the superseded data were derived.
 MN0687
 MN0687_MARKER: DZ = AZIMUTH MARK DISK
 MN0687_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MN0687_SP_SET: CULVERT HEADWALL
 MN0687_STAMPING: WALRATH 1963 NO 2 1985
 MN0687_MARK LOGO: NGS
 MN0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0687+STABILITY: SURFACE MOTION
 MN0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0687+SATELLITE: SATELLITE OBSERVATIONS - 1985
 MN0687
 MN0687  HISTORY     - Date     Condition        Report By
 MN0687  HISTORY     - 1985     MONUMENTED       NGS
 MN0687
 MN0687                          STATION DESCRIPTION
 MN0687
 MN0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0687'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) EAST FROM CHAPPELL,
 MN0687'16.1 KM (10.0 MI) WEST FROM BIG SPRINGS, 14.5 KM (9.0 MI)
 MN0687'NORTH-NORTHEAST FROM JULESBURG, COLORADO AND ON HIGHWAY RIGHT-OF-WAY.
 MN0687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 385, IN
 MN0687'CHAPPELL, GO EAST ON HIGHWAY 30 FOR 18.83 KM (11.70 MI) TO THE
 MN0687'STATION ON THE RIGHT, IN THE EAST END OF THE SOUTH HEADWALL OF A
 MN0687'CONCRETE CULVERT UNDER THE HIGHWAY.
 MN0687'THE DISK IS CEMENTED INTO A DRILLED HOLE ON THE EAST END OF THE SOUTH
 MN0687'HEADWALL OF THE 16 BY 6 FOOT CONCRETE BOX CULVERT.  IT IS 9.8 M
 MN0687'(32.2 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0539 ***********************************************************************
 MN0539  DESIGNATION -  WALSH
 MN0539  PID         -  MN0539
 MN0539  STATE/COUNTY-  NE/CHEYENNE
 MN0539  COUNTRY     -  US
 MN0539  USGS QUAD   -  HORSEHEAD RANCH (2017)
 MN0539
 MN0539                         *CURRENT SURVEY CONTROL
 MN0539  ______________________________________________________________________
 MN0539* NAD 83(1995) POSITION- 41 25 33.36025(N) 103 09 28.56899(W)   ADJUSTED
 MN0539* NAVD 88 ORTHO HEIGHT -  1345.    (meters)     4413.    (feet) SCALED
 MN0539  ______________________________________________________________________
 MN0539  GEOID HEIGHT    -        -19.570 (meters)                     GEOID18
 MN0539  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 MN0539  HORZ ORDER      -  SECOND
 MN0539
 MN0539.The horizontal coordinates were established by classical geodetic methods
 MN0539.and adjusted by the National Geodetic Survey in August 1997.
 MN0539
 MN0539.The orthometric height was scaled from a topographic map.
 MN0539
 MN0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0539.GEOID18 height accuracy estimate available here.
 MN0539
 MN0539.Click photographs - Photos may exist for this station.
 MN0539
 MN0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0539
 MN0539. The following values were computed from the NAD 83(1995) position.
 MN0539
 MN0539;                    North         East     Units Scale Factor Converg.
 MN0539;SPC NE       -   181,637.552   236,172.790   MT  0.99965956   -2 05 33.9
 MN0539;SPC NE       -   595,922.54    774,843.56   sFT  0.99965956   -2 05 33.9
 MN0539;UTM  13      - 4,587,678.893   653,922.175   MT  0.99989157   +1 13 08.6
 MN0539
 MN0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0539!SPC NE       -   0.99979220  x   0.99965956  =   0.99945183
 MN0539!UTM  13      -   0.99979220  x   0.99989157  =   0.99968379
 MN0539
 MN0539:                Primary Azimuth Mark                     Grid Az
 MN0539:SPC NE       -  WALSH AZ MK                              359 01 24.5
 MN0539:UTM  13      -  WALSH AZ MK                              355 42 42.0
 MN0539
 MN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5392287678(NAD 83)
 MN0539
 MN0539|---------------------------------------------------------------------|
 MN0539| PID    Reference Object                     Distance      Geod. Az  |
 MN0539|                                                           dddmmss.s |
 MN0539| CP9321 WALSH RM 1                           15.484 METERS 22300     |
 MN0539| MN0540 PLATTE PLINE MAST WNW DALTON        APPROX. 3.5 KM 2942738.9 |
 MN0539| CP9322 WALSH RM 2                           18.464 METERS 32554     |
 MN0539| CP9320 WALSH AZ MK                                        3565550.6 |
 MN0539|---------------------------------------------------------------------|
 MN0539
 MN0539                          SUPERSEDED SURVEY CONTROL
 MN0539
 MN0539  NAD 83(1993)-  41 25 33.35973(N)    103 09 28.56904(W) AD(       ) 2
 MN0539  NAD 83(1986)-  41 25 33.35280(N)    103 09 28.57053(W) AD(       ) 2
 MN0539  NAD 27      -  41 25 33.43090(N)    103 09 26.82080(W) AD(       ) 2
 MN0539
 MN0539.Superseded values are not recommended for survey control.
 MN0539
 MN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0539.See file dsdata.pdf to determine how the superseded data were derived.
 MN0539
 MN0539_MARKER: DS = TRIANGULATION STATION DISK
 MN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0539_STAMPING: WALSH 1963
 MN0539_MARK LOGO: CGS
 MN0539_PROJECTION: RECESSED 30 CENTIMETERS
 MN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0539+STABILITY: SURFACE MOTION
 MN0539
 MN0539  HISTORY     - Date     Condition        Report By
 MN0539  HISTORY     - 1963     MONUMENTED       CGS
 MN0539
 MN0539                          STATION DESCRIPTION
 MN0539
 MN0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0539'THE STATION IS LOCATED ON THE PROPERTY OF MRS. FAYE WALSH
 MN0539'ABOUT 19 MILES NORTHEAST OF POTTER, 12 MILES NORTHWEST OF
 MN0539'GURLEY, 10 MILES WEST OF DALTON AND 0.05 MILE NORTHWEST OF AN
 MN0539'ABANDONED SCHOOL HOUSE.
 MN0539'
 MN0539'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, DRIVE
 MN0539'WEST FOR 1/2 BLOCK ON THE MAIN EAST-WEST STREET TO U.S. HIGHWAY
 MN0539'385.  TURN RIGHT AND DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.15
 MN0539'MILE TO A CROSSROAD.  TURN LEFT AND DRIVE WEST ON A GRAVELED
 MN0539'ROAD FOR 9.7 MILES TO A CROSSROAD.  TURN RIGHT AND DRIVE NORTH
 MN0539'ON A GRAVELED ROAD FOR 1.15 MILES TO AN ABANDONED SCHOOL HOUSE
 MN0539'AND THE STATION ON THE EAST SIDE OF THE ROAD.
 MN0539'
 MN0539'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON A
 MN0539'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE WEST
 MN0539'SIDE OF THE ROAD.
 MN0539'
 MN0539'THE STATION MARK IS A STANDARD DISK, STAMPED WALSH 1963, SET
 MN0539'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0539'INCHES IN DIAMETER AND IS SET 12 INCHES BELOW THE SURFACE OF
 MN0539'THE GROUND.  IT IS 70 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0539'GRAVELED ROAD, 51.0 FEET NORTHEAST OF A METAL WITNESS POST
 MN0539'WITH A SIGN ATTACHED AND 21 FEET NORTH OF THE CENTER OF AN
 MN0539'EAST-WEST TRACK ROAD.
 MN0539'
 MN0539'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WALSH NO 1 1963,
 MN0539'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0539'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0539'SURFACE.  IT IS 35 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0539'GRAVELED ROAD, 13 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 MN0539'TRACK ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST WITH
 MN0539'A SIGN ATTACHED AND 1.5 FEET WEST OF A TELEPHONE POLE.
 MN0539'
 MN0539'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WALSH NO 2 1963,
 MN0539'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0539'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0539'SURFACE.  IT IS 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0539'GRAVELED ROAD, 2-1/2 FEET WEST OF A WIRE FENCE AND 1.5 FEET
 MN0539'SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 MN0539'
 MN0539'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WALSH 1963, SET
 MN0539'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0539'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0539'SURFACE.  IT IS 36 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0539'GRAVELED ROAD, 1.9 FEET SOUTH OF A METAL WITNESS POST WITH A
 MN0539'SIGN ATTACHED AND 1.5 FEET EAST-SOUTHEAST OF A FENCE CORNER
 MN0539'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0369 ***********************************************************************
 MM0369  DESIGNATION -  WALT
 MM0369  PID         -  MM0369
 MM0369  STATE/COUNTY-  NE/CUSTER
 MM0369  COUNTRY     -  US
 MM0369  USGS QUAD   -  ROTEN VALLEY NORTH (2017)
 MM0369
 MM0369                         *CURRENT SURVEY CONTROL
 MM0369  ______________________________________________________________________
 MM0369* NAD 83(1995) POSITION- 41 09 17.52183(N) 100 00 07.98494(W)   ADJUSTED
 MM0369* NAVD 88 ORTHO HEIGHT -   922.    (meters)     3025.    (feet) SCALED
 MM0369  ______________________________________________________________________
 MM0369  GEOID HEIGHT    -        -22.698 (meters)                     GEOID18
 MM0369  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 MM0369  HORZ ORDER      -  FIRST
 MM0369
 MM0369.The horizontal coordinates were established by classical geodetic methods
 MM0369.and adjusted by the National Geodetic Survey in August 1997.
 MM0369
 MM0369.The orthometric height was scaled from a topographic map.
 MM0369
 MM0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0369.GEOID18 height accuracy estimate available here.
 MM0369
 MM0369.Click photographs - Photos may exist for this station.
 MM0369
 MM0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0369
 MM0369. The following values were computed from the NAD 83(1995) position.
 MM0369
 MM0369;                    North         East     Units Scale Factor Converg.
 MM0369;SPC NE       -   146,724.366   499,813.882   MT  0.99967725   -0 00 05.3
 MM0369;SPC NE       -   481,378.19  1,639,806.04   sFT  0.99967725   -0 00 05.3
 MM0369;UTM  14      - 4,556,433.050   415,908.943   MT  0.99968703   -0 39 34.5
 MM0369
 MM0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0369!SPC NE       -   0.99985891  x   0.99967725  =   0.99953621
 MM0369!UTM  14      -   0.99985891  x   0.99968703  =   0.99954599
 MM0369
 MM0369:                Primary Azimuth Mark                     Grid Az
 MM0369:SPC NE       -  WALT AZ MK                               168 24 24.4
 MM0369:UTM  14      -  WALT AZ MK                               169 03 53.6
 MM0369
 MM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1590856433(NAD 83)
 MM0369
 MM0369|---------------------------------------------------------------------|
 MM0369| PID    Reference Object                     Distance      Geod. Az  |
 MM0369|                                                           dddmmss.s |
 MM0369| CO2699 WALT RM 1                            35.213 METERS 08912     |
 MM0369| CO2698 WALT AZ MK                                         1682419.1 |
 MM0369| CO2700 WALT RM 2                            28.382 METERS 27357     |
 MM0369|---------------------------------------------------------------------|
 MM0369
 MM0369                          SUPERSEDED SURVEY CONTROL
 MM0369
 MM0369  NAD 83(1986)-  41 09 17.52882(N)    100 00 07.99094(W) AD(       ) 1
 MM0369  NAD 27      -  41 09 17.50400(N)    100 00 06.55100(W) AD(       ) 1
 MM0369
 MM0369.Superseded values are not recommended for survey control.
 MM0369
 MM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0369.See file dsdata.pdf to determine how the superseded data were derived.
 MM0369
 MM0369_MARKER: DS = TRIANGULATION STATION DISK
 MM0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0369_STAMPING: WALT 1934
 MM0369_MARK LOGO: CGS
 MM0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0369+STABILITY: SURFACE MOTION
 MM0369
 MM0369  HISTORY     - Date     Condition        Report By
 MM0369  HISTORY     - 1934     MONUMENTED       CGS
 MM0369
 MM0369                          STATION DESCRIPTION
 MM0369
 MM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0369'STATION IS LOCATED IN CUSTER COUNTY, NEBRASKA, IN THE SOUTHWEST
 MM0369'QUARTER OF SEC. 30, T. 14 N., R. 23 W., 12-1/2 MILES WEST AND
 MM0369'1 MILE NORTH OF OCONTO AND 9-1/2 MILES SOUTH AND 4 MILES WEST
 MM0369'OF CALLAWAY, ON PROPERTY OWNED BY MR. WALT BERNARD, ON
 MM0369'HIGHEST POINT IN VICINITY, JUST SOUTH OF SECTION LINE ROAD, JUST
 MM0369'EAST OF BREAK OF SLOPE TO WEST.
 MM0369'
 MM0369'TO REACH FROM DEPOT IN OCONTO GO NORTHWEST ON STATE HIGHWAY 40
 MM0369'FOR 0.75 MILE, TURN LEFT (WEST) AT OBLIQUE CROSSROADS AND
 MM0369'FOLLOW TELEPHONE LINE AND GRAVEL ROAD WEST FOR 6.3 MILES, TAKE
 MM0369'MAIN ROAD RIGHT (NORTH) FOR 0.4 MILE, TURN LEFT (WEST) AND
 MM0369'GO 3.05 MILE.  FOLLOW MAIN ROAD RIGHT (NORTH) AT CHURCH AND
 MM0369'SCHOOL FOR 0.95 MILE.  TURN LEFT (WEST) ON MAIN ROAD AND
 MM0369'GO 3.8 MILES.  TURN NORTH AT END OF ROAD AND GO 0.5 MILE AND
 MM0369'FOLLOW MAIN ROAD WEST FOR 0.2 MILE TO TOP OF GRADE AND
 MM0369'STATION.  MARK IS 30 FEET SOUTH OF CENTERLINE OF ROAD ON HIGH
 MM0369'POINT ON EAST-WEST RIDGE, ABOUT 150 FEET EAST OF BREAK OF
 MM0369'SLOPE TO THE WEST.
 MM0369'
 MM0369'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF CENTERLINE OF ROAD,
 MM0369'ABOUT 35 FEET EAST OF WEST BREAK OF SLOPE.
 MM0369'
 MM0369'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTERLINE OF SAID
 MM0369'ROAD, ABOUT 900 FEET WEST OF NORTH-SOUTH ROAD.
 MM0369'
 MM0369'TO REACH AZIMUTH MARK FROM STATION GO 0.2 MILE EAST TO YELLOW
 MM0369'HOUSE, TURN RIGHT (SOUTH) AND GO 0.9 MILE.  MARK IS IN NORTH-SOUTH
 MM0369'RIGHT-OF-WAY FENCE LINE, 24 FEET EAST OF CENTERLINE OF ROAD.
 MM0369'
 MM0369'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1746 ***********************************************************************
 NM1746  DESIGNATION -  WALTON
 NM1746  PID         -  NM1746
 NM1746  STATE/COUNTY-  NE/CEDAR
 NM1746  COUNTRY     -  US
 NM1746  USGS QUAD   -  OBERT (2017)
 NM1746
 NM1746                         *CURRENT SURVEY CONTROL
 NM1746  ______________________________________________________________________
 NM1746* NAD 83(1995) POSITION- 42 44 24.17680(N) 097 06 16.24724(W)   ADJUSTED
 NM1746* NAVD 88 ORTHO HEIGHT -   466.    (meters)     1529.    (feet) SCALED
 NM1746  ______________________________________________________________________
 NM1746  GEOID HEIGHT    -        -25.578 (meters)                     GEOID18
 NM1746  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 NM1746  HORZ ORDER      -  FIRST
 NM1746
 NM1746.The horizontal coordinates were established by classical geodetic methods
 NM1746.and adjusted by the National Geodetic Survey in August 1997.
 NM1746
 NM1746.The orthometric height was scaled from a topographic map.
 NM1746
 NM1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1746.GEOID18 height accuracy estimate available here.
 NM1746
 NM1746.Click photographs - Photos may exist for this station.
 NM1746
 NM1746.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1746
 NM1746. The following values were computed from the NAD 83(1995) position.
 NM1746
 NM1746;                    North         East     Units Scale Factor Converg.
 NM1746;SPC NE       -   326,714.184   737,023.557   MT  0.99989119   +1 55 07.8
 NM1746;SPC NE       - 1,071,894.79  2,418,051.45   sFT  0.99989119   +1 55 07.8
 NM1746;SPC SD S     -    50,321.961   864,327.882   MT  1.00002339   +2 13 38.7
 NM1746;SPC SD S     -   165,097.97  2,835,715.73   sFT  1.00002339   +2 13 38.7
 NM1746;UTM  14      - 4,733,690.411   655,149.996   MT  0.99989615   +1 17 12.0
 NM1746
 NM1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1746!SPC NE       -   0.99993090  x   0.99989119  =   0.99982210
 NM1746!SPC SD S     -   0.99993090  x   1.00002339  =   0.99995429
 NM1746!UTM  14      -   0.99993090  x   0.99989615  =   0.99982706
 NM1746
 NM1746:                Primary Azimuth Mark                     Grid Az
 NM1746:SPC NE       -  WALTON AZ MK                             096 11 36.6
 NM1746:SPC SD S     -  WALTON AZ MK                             095 53 05.7
 NM1746:UTM  14      -  WALTON AZ MK                             096 49 32.4
 NM1746
 NM1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5514933690(NAD 83)
 NM1746
 NM1746|---------------------------------------------------------------------|
 NM1746| PID    Reference Object                     Distance      Geod. Az  |
 NM1746|                                                           dddmmss.s |
 NM1746| NM1852 VERMILLION UNIV OF S DAK TK         APPROX.15.6 KM 0712903.2 |
 NM1746| NM1854 VERMILLION UNIV OF S DAK STK        APPROX.15.6 KM 0713203.0 |
 NM1746| NM1849 VERMILLION UNIV OF S DAK CUP        APPROX.15.5 KM 0714130.4 |
 NM1746| NM1853 VERMILLION TANK                     APPROX.14.6 KM 0732440.0 |
 NM1746| CO4791 WALTON AZ MK                                       0980644.4 |
 NM1746| CO4792 WALTON RM 1                          23.137 METERS 21406     |
 NM1746| CO4793 WALTON RM 2                          65.059 METERS 33416     |
 NM1746| NM1858 GAYVILLE TANK                       APPROX.17.4 KM 3411152.7 |
 NM1746| NM1859 VOLIN TANK                          APPROX.24.9 KM 3452336.8 |
 NM1746| OQ0889 WAKONDA TANK                        APPROX.29.8 KM 3594814.9 |
 NM1746|---------------------------------------------------------------------|
 NM1746
 NM1746                          SUPERSEDED SURVEY CONTROL
 NM1746
 NM1746  NAD 83(1986)-  42 44 24.18282(N)    097 06 16.23877(W) AD(       ) 1
 NM1746  NAD 27      -  42 44 24.19100(N)    097 06 15.06400(W) AD(       ) 1
 NM1746
 NM1746.Superseded values are not recommended for survey control.
 NM1746
 NM1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1746.See file dsdata.pdf to determine how the superseded data were derived.
 NM1746
 NM1746_MARKER: DS = TRIANGULATION STATION DISK
 NM1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1746_STAMPING: WALTON 1935
 NM1746_MARK LOGO: CGS
 NM1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1746+STABILITY: SURFACE MOTION
 NM1746
 NM1746  HISTORY     - Date     Condition        Report By
 NM1746  HISTORY     - 1935     MONUMENTED       CGS
 NM1746  HISTORY     - 1948     GOOD             CGS
 NM1746
 NM1746                          STATION DESCRIPTION
 NM1746
 NM1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1746'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 20, T. 32 N.,
 NM1746'R. 3 E., ABOUT 5 MILES NORTHWEST OF OBERT AND 3-1/2 MILES EAST
 NM1746'OF WYNOT, ON A PROMINENT HILL OVERLOOKING MISSOURI RIVER
 NM1746'TO THE NORTH.  THERE IS A GROVE OF OAK TREES IN A SMALL DRAW
 NM1746'ABOUT 50 FEET TO THE NORTHEAST.  IT IS ON HIGHEST POINT IN
 NM1746'THE VICINITY.
 NM1746'
 NM1746'TO REACH FROM OBERT (MAIN CROSS STREET ON STATE HIGHWAY 12),
 NM1746'GO WEST ON STATE HIGHWAY 12 FOR 4.5 MILES, TURN RIGHT (NORTH)
 NM1746'FOLLOWING STATE HIGHWAY 12 AND GO 1.85 MILES, THEN LEAVE HIGHWAY
 NM1746'12 AND CONTINUE NORTH FOR 1.55 MILES, TURN RIGHT (EAST) AND
 NM1746'GO 0.8 MILE, TURN LEFT (NORTH) AND GO THROUGH GATE AT WINDMILL
 NM1746'JUST AFTER CROSSING TOP OF RIDGE, THEN GO 0.15 MILE TO
 NM1746'TOP OF SADDLE, BEAR LEFT (SOUTHWEST) UP STEEP HILL AND GO 0.05
 NM1746'MILE TO TOP OF HILL AND STATION.
 NM1746'
 NM1746'REFERENCE MARK NO. 1 IS 75.91 FEET (23.137 METERS) SOUTHWEST
 NM1746'OF STATION.
 NM1746'
 NM1746'REFERENCE MARK NO. 2 IS 213.45 FEET (65.059 METERS)
 NM1746'NORTH-NORTHWEST OF STATION.
 NM1746'
 NM1746'AZIMUTH MARK IS REACHED BY GOING BACK DOWN HILL TO GATE MENTIONED
 NM1746'IN DESCRIPTION, GO THROUGH GATE, TURN LEFT (EAST) AND GO
 NM1746'0.15 MILE.  MARK IS SET 21 FEET SOUTH OF CENTERLINE OF ROAD
 NM1746'AND 6 FEET NORTH OF EAST-WEST FENCE.
 NM1746'
 NM1746'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1746
 NM1746                          STATION RECOVERY (1948)
 NM1746
 NM1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1746'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 NM1746'DUE TO SLIGHT CHANGES A NEW DESCRIPTION FOLLOWS.
 NM1746'
 NM1746'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF WYNOT, 5.0
 NM1746'MILES NORTHWEST OF OBERT AND ON A PROMINENT KNOLL ABOUT 2.0
 NM1746'MILES SOUTH OF THE RIVER.  THE MARK PROJECTS 3 INCHES AND
 NM1746'THE DISK IS STAMPED WALTON 1935.
 NM1746'
 NM1746'REFERENCE MARK NO. 1 IS 75.97 FEET SOUTHWEST OF THE STATION.
 NM1746'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WALTON
 NM1746'NO 1 1935.
 NM1746'
 NM1746'REFERENCE MARK NO. 2 IS 213.45 FEET NORTHWEST OF THE STATION.
 NM1746'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WALTON NO
 NM1746'2 1935.
 NM1746'
 NM1746'AZIMUTH MARK IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE STATION,
 NM1746'21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH
 NM1746'OF AN EAST-WEST FENCE AND 2.5 FEET NORTHEAST OF A WITNESS POST.
 NM1746'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WALTON
 NM1746'1935.
 NM1746'
 NM1746'TO REACH FROM THE MAIN INTERSECTION IN OBERT, GO WEST ON
 NM1746'STATE HIGHWAY 12 FOR 4.5 MILES, TURN RIGHT WITH HIGHWAY FOR 1.9
 NM1746'MILES TO WHERE HIGHWAY TURNS LEFT, CONTINUE STRAIGHT AHEAD (NORTH)
 NM1746'ON DIRT ROAD FOR 2.1 MILES TO A T INTERSECTION, TURN RIGHT
 NM1746'(EAST) FOR 1.4 MILES TO A GATE AND WINDMILL ON THE LEFT
 NM1746'(CONTINUE ON EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 NM1746'RIGHT), TURN LEFT THROUGH GATE AND FOLLOW FENCE ALONG THE FOOT OF
 NM1746'KNOLL (NORTHWEST) FOR 0.1 MILE TO FENCE CORNER ON THE RIGHT,
 NM1746'CONTINUE NORTHWEST 0.1 MILE TO SADDLE, TURN LEFT ABOUT 0.05
 NM1746'MILE TO HIGHEST POINT AND STATION.
 NM1746'
 NM1746'A 47 FOOT SIGNAL AT SCHMIDT 1935 IS VISIBLE FROM THE GROUND.
 NM1746'
 NM1746'A 100 FOOT SIGNAL AT STYLE 1935 IS VISIBLE FROM THE GROUND.
 NM1746'
 NM1746'A 4 FOOT SIGNAL AT LIME CREEK (MRC) IS VISIBLE FROM THE GROUND.
 NM1746'
 NM1746'AN 87 FOOT SIGNAL AT WILLOUGHBY 1935 IS VISIBLE FROM THE
 NM1746'GROUND.
 NM1746'
 NM1746'A 100 FOOT SIGNAL AT YOUNG (MRC) IS VISIBLE FROM THE GROUND.
 NM1746'
 NM1746'A 74 FOOT SIGNAL AT ISLAND IS VISIBLE FROM THE GROUND.
 NM1746'
 NM1746'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1264 ***********************************************************************
 LH1264  DESIGNATION -  WANDA RESET
 LH1264  PID         -  LH1264
 LH1264  STATE/COUNTY-  NE/ADAMS
 LH1264  COUNTRY     -  US
 LH1264  USGS QUAD   -  KENESAW (2017)
 LH1264
 LH1264                         *CURRENT SURVEY CONTROL
 LH1264  ______________________________________________________________________
 LH1264* NAD 83(1995) POSITION- 40 35 01.37014(N) 098 38 19.39913(W)   ADJUSTED
 LH1264* NAVD 88 ORTHO HEIGHT -   633.4   (meters)     2078.    (feet) VERTCON
 LH1264  ______________________________________________________________________
 LH1264  GEOID HEIGHT    -        -25.069 (meters)                     GEOID18
 LH1264  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LH1264  HORZ ORDER      -  FIRST
 LH1264  VERT ORDER      -  THIRD ? (See Below)
 LH1264
 LH1264.The horizontal coordinates were established by classical geodetic methods
 LH1264.and adjusted by the National Geodetic Survey in August 1997.
 LH1264
 LH1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1264
 LH1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1264.GEOID18 height accuracy estimate available here.
 LH1264
 LH1264.The vertical order pertains to the NGVD 29 superseded value.
 LH1264
 LH1264.Click photographs - Photos may exist for this station.
 LH1264
 LH1264.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1264
 LH1264. The following values were computed from the NAD 83(1995) position.
 LH1264
 LH1264;                    North         East     Units Scale Factor Converg.
 LH1264;SPC NE       -    84,221.593   615,219.622   MT  0.99978698   +0 54 07.6
 LH1264;SPC NE       -   276,317.01  2,018,433.04   sFT  0.99978698   +0 54 07.6
 LH1264;UTM  14      - 4,492,609.742   530,574.426   MT  0.99961151   +0 14 06.1
 LH1264
 LH1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1264!SPC NE       -   0.99990459  x   0.99978698  =   0.99969159
 LH1264!UTM  14      -   0.99990459  x   0.99961151  =   0.99951614
 LH1264
 LH1264:                Primary Azimuth Mark                     Grid Az
 LH1264:SPC NE       -  WANDA AZ MK                              240 22 52.6
 LH1264:UTM  14      -  WANDA AZ MK                              241 02 54.1
 LH1264
 LH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3057492609(NAD 83)
 LH1264
 LH1264|---------------------------------------------------------------------|
 LH1264| PID    Reference Object                     Distance      Geod. Az  |
 LH1264|                                                           dddmmss.s |
 LH1264| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX.11.6 KM 0871812.6 |
 LH1264| LH1257 WANDA RM                              7.293 METERS 09058     |
 LH1264| LH1260 ZION LUTHERAN CHURCH CROSS          APPROX. 5.7 KM 1720306.9 |
 LH1264| CO2709 WANDA RM 1                           12.958 METERS 19027     |
 LH1264| CO2708 WANDA AZ MK                                        2411700.2 |
 LH1264| LH1278 HARTWELL HOLY FAMILY CH CROSS       APPROX.13.0 KM 2633922.8 |
 LH1264| LH1258 KENESAW MUNICIPAL TANK              APPROX. 4.6 KM 3341341.6 |
 LH1264|---------------------------------------------------------------------|
 LH1264
 LH1264                          SUPERSEDED SURVEY CONTROL
 LH1264
 LH1264  NAD 83(1986)-  40 35 01.37752(N)    098 38 19.39918(W) AD(       ) 1
 LH1264  NAD 27      -  40 35 01.32400(N)    098 38 18.15100(W) AD(       ) 1
 LH1264  USSD        -  40 35 01.37700(N)    098 38 18.15400(W) AD(       ) 3
 LH1264
 LH1264.Superseded values are not recommended for survey control.
 LH1264
 LH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1264.See file dsdata.pdf to determine how the superseded data were derived.
 LH1264
 LH1264_MARKER: DD = SURVEY DISK
 LH1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1264_MARK LOGO: CGS+SS
 LH1264_PROJECTION: RECESSED 20 CENTIMETERS
 LH1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1264+STABILITY: SURFACE MOTION
 LH1264
 LH1264  HISTORY     - Date     Condition        Report By
 LH1264  HISTORY     - 1898     MONUMENTED       CGS
 LH1264  HISTORY     - 1934     GOOD             NEGS
 LH1264  HISTORY     - 1951     GOOD             CGS
 LH1264
 LH1264                          STATION DESCRIPTION
 LH1264
 LH1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1264'THIS STATION IS IN THE SE. 1/4 OF THE SW. 1/4 SEC. 11, T. 7 N.,
 LH1264'R. 12 W., ABOUT 3 MILES SOUTH AND 1 MILE EAST OF THE TOWN OF
 LH1264'KENESAW, ON LAND RECENTLY ACQUIRED BY HENRY POHLKE (OR BOHLKE),
 LH1264'WHO LIVES ABOUT 1 MILE TO THE SOUTHWEST.  IT IS ON THE HIGHEST
 LH1264'GROUND IN THE SECTION, AND IS 549 FEET NORTH AND 24 FEET WEST OF
 LH1264'THE SOUTH CENTER OF SECTION 11.  A NORTH AND SOUTH WIRE FENCE,
 LH1264'FOLLOWING VERY NEARLY THE HALF-SECTION LINE, IS 16.2 FEET EAST
 LH1264'OF THE STATION.  THE BEARINGS TO CERTAIN POINTS ARE- TO THE
 LH1264'CHIMNEY OF JOHN WYCKS HOUSE, S 72 DEG 18 MIN W, TO THE ELEVATOR
 LH1264'IN KENESAW, N 21 DEG 59 MIN W, TO THE SCHOOLHOUSE IN
 LH1264'JUNIATA, N 87 DEG 42 MIN E, TO THE CHIMNEY OF FRED
 LH1264'NEINHEUSERS HOUSE, S 21 DEG 54 MIN E, AND TO THE EARTH MOUND OF
 LH1264'SOUTH CENTER OF SECTION 11, S 02 DEG 40 MIN E, UNDERGROUND
 LH1264'MARK IS AN EARTHENWARE CROCK, BURIED ABOUT 3 FEET BELOW THE
 LH1264'SURFACE, WITH BOTTOM UPWARD AND WITH A SMALL DRILL HOLE
 LH1264'IN THE BOTTOM.  SURFACE MARK IS A MARBLE POST 6 INCHES
 LH1264'SQUARE AND 2.5 FEET LONG, HAVING V-SHAPED GROOVES AT RIGHT
 LH1264'ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1264
 LH1264                          STATION RECOVERY (1934)
 LH1264
 LH1264'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1264'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION, ON LAND
 LH1264'RECENTLY ACQUIRED BY HENRY BOHLKE.  THE ORIGINAL DESCRIPTION IS
 LH1264'STILL GOOD WITH THE FOLLOWING EXCEPTIONS- THE NORTH-SOUTH FENCE,
 LH1264'FOLLOWING VERY NEARLY THE HALF SECTION LINE, HAS EVIDENTLY BEEN
 LH1264'MOVED A FEW FEET EAST, AS PARTS OF THE OLD TOWER SET BELOW THE
 LH1264'SURFACE OF THE GROUND WERE FOUND 24 FEET, INSTEAD OF 16.2 FEET,
 LH1264'WEST OF THE PRESENT NORTH-SOUTH FENCE OF THE HALF SECTION LINE.
 LH1264'THE MARBLE MARKER HAD BEEN DUG OUT, AND LAID ALONGSIDE THE
 LH1264'FENCE, AS THE FIELD WAS BEING FARMED.  THE HOLE WERE THE MARK
 LH1264'HAD BEEN WAS FOUND.  THE OLD BROWN STONE CROCK WITH SMALL
 LH1264'DRILL HOLE IN CENTER WAS UNCOVERED AT A DEPTH OF 3.5 FEET.
 LH1264'IT HAS NEVER BEEN DISTURBED, AND POINT IS IN PERFECT
 LH1264'CONDITION.  THE TRIANGULATION STATION CROCK WAS CONCRETED IN
 LH1264'PLACE, 3.3 FEET BELOW SURFACE.  A NEW CONCRETE SURFACE MARK,
 LH1264'6- BY 6- BY 24 FEET, WITH SPECIAL BRONZE DISK, WAS CENTERED
 LH1264'DIRECTLY OVER THE TRIANGULATION POINT, AND CONCRETED IN PLACE.
 LH1264'THE TOP MARKER WAS CONCRETED TO PREVENT DESTRUCTION.  THE TOP
 LH1264'WAS 1 FOOT BELOW GROUND SURFACE.  TIES- CONCRETE REFERENCE
 LH1264'MARK, SET IN FENCE LINE 24 FEET EAST OF STATION, WITH
 LH1264'ARROW ON THE BRONZE PLATE POINTING TOWARD
 LH1264'TRIANGULATION STATION, SET FLUSH WITH THE GROUND SURFACE, IS
 LH1264'LOCATED 520 FEET NORTH OF SOUTH LINE OF SECTION AND 549 FT. N. OF
 LH1264'CENTER LINE OF E-W ROAD OF SECTION-LINE.  ELEVATION WAS OBTAINED
 LH1264'FOR THIS STATION, THUS MAKING IT A SECOND-ORDER BENCH MARK.
 LH1264
 LH1264                          STATION RECOVERY (1951)
 LH1264
 LH1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1264'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN
 LH1264'GOOD CONDITION.  A NEW REFERENCE MARK NO. 1 AND AZIMUTH MARK
 LH1264'WERE ESTABLISHED.
 LH1264'
 LH1264'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1264'
 LH1264'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 1.0 MILE EAST OF
 LH1264'KENESAW NEAR THE NORTHEAST CORNER OF A SMALL CULTIVATED FIELD,
 LH1264'110 FEET NORTH OF AN EAST-WEST FENCE LINE, 39 FEET SOUTH OF AN
 LH1264'EAST-WEST FENCE LINE AND 25 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 LH1264'IT IS A STANDARD USC AND GS AND STATE SURVEY BRONZE DISK SET
 LH1264'IN CONCRETE AND IS 8 INCHES BELOW THE GROUND SURFACE.  THERE IS
 LH1264'NO STAMPING ON THE MARK.
 LH1264'
 LH1264'THE REFERENCE MARK IS IN THE EAST EDGE OF A SMALL CULTIVATED
 LH1264'FIELD, 39 FEET SOUTH OF A T FENCE CORNER AND 1 FOOT WEST OF A
 LH1264'NORTH-SOUTH FENCE LINE.  IT IS A STANDARD USC AND GS AND STATE
 LH1264'SURVEY BRONZE DISK SET IN TOP OF A 5 INCH SQUARE CONCRETE POST
 LH1264'AND PROJECTS 2 INCHES.  THERE IS NO STAMPING ON THE MARK.
 LH1264'
 LH1264'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND 3
 LH1264'FEET SOUTH OF A T FENCE CORNER.  IT IS STAMPED---WANDA NO 1 1951
 LH1264'AND PROJECTS 6 INCHES.
 LH1264'
 LH1264'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND R.M. (NEBR. GEOD.
 LH1264'S.) IS 35.5 FEET.
 LH1264'
 LH1264'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 50 FEET WEST OF
 LH1264'THE CENTER OF A DRIVEWAY INTO FARMYARD, 28 FEET SOUTH OF THE
 LH1264'CENTER OF AN EAST-WEST ROAD, 2 FEET WEST OF A TELEPHONE POLE AND
 LH1264'2 FEET EAST OF A WITNESS POST.  IT IS STAMPED---WANDA 1951---,
 LH1264'AND PROJECTS 2 INCHES.
 LH1264'
 LH1264'TO REACH THE STATION FROM THE POST OFFICE IN KENESAW, GO SOUTH
 LH1264'ON HARD SURFACED ROAD FOR 2.7 MILES TO A CROSSROAD, TURN LEFT
 LH1264'AND GO EAST ON GRAVELED ROAD FOR 0.65 MILE TO A DRIVEWAY INTO
 LH1264'FARMYARD ON THE LEFT.  (CONTINUE EAST FOR 0.05 MILE TO AZIMUTH
 LH1264'MARK ON THE RIGHT AS DESCRIBED).  TURN LEFT AND GO NORTH THROUGH
 LH1264'FARMYARD FOR 0.1 MILE TO A FENCE CORNER ON RIGHT, TURN RIGHT AND
 LH1264'GO EAST ALONG NORTH SIDE OF FENCE LINE FOR 0.2 MILE TO A T
 LH1264'FENCE CORNER AND THE STATION JUST SOUTHWEST AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0606 ***********************************************************************
 NN0606  DESIGNATION -  WARD
 NN0606  PID         -  NN0606
 NN0606  STATE/COUNTY-  NE/KNOX
 NN0606  COUNTRY     -  US
 NN0606  USGS QUAD   -  NIOBRARA (2017)
 NN0606
 NN0606                         *CURRENT SURVEY CONTROL
 NN0606  ______________________________________________________________________
 NN0606* NAD 83(1995) POSITION- 42 45 09.24777(N) 098 06 25.24729(W)   ADJUSTED
 NN0606* NAVD 88 ORTHO HEIGHT -   493.    (meters)     1617.    (feet) SCALED
 NN0606  ______________________________________________________________________
 NN0606  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 NN0606  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 NN0606  HORZ ORDER      -  SECOND
 NN0606
 NN0606.The horizontal coordinates were established by classical geodetic methods
 NN0606.and adjusted by the National Geodetic Survey in August 1997.
 NN0606
 NN0606.The orthometric height was scaled from a topographic map.
 NN0606
 NN0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0606.GEOID18 height accuracy estimate available here.
 NN0606
 NN0606.Click photographs - Photos may exist for this station.
 NN0606
 NN0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0606
 NN0606. The following values were computed from the NAD 83(1995) position.
 NN0606
 NN0606;                    North         East     Units Scale Factor Converg.
 NN0606;SPC NE       -   325,831.817   654,945.394   MT  0.99989595   +1 15 16.1
 NN0606;SPC NE       - 1,068,999.89  2,148,766.68   sFT  0.99989595   +1 15 16.1
 NN0606;SPC SD S     -    49,016.890   782,244.867   MT  1.00002010   +1 32 09.0
 NN0606;SPC SD S     -   160,816.25  2,566,415.03   sFT  1.00002010   +1 32 09.0
 NN0606;UTM  14      - 4,733,725.177   573,077.501   MT  0.99966570   +0 36 22.4
 NN0606
 NN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0606!SPC NE       -   0.99992671  x   0.99989595  =   0.99982266
 NN0606!SPC SD S     -   0.99992671  x   1.00002010  =   0.99994681
 NN0606!UTM  14      -   0.99992671  x   0.99966570  =   0.99959243
 NN0606
 NN0606:                Primary Azimuth Mark                     Grid Az
 NN0606:SPC NE       -  ARNESON                                  036 15 47.5
 NN0606:SPC SD S     -  ARNESON                                  035 58 54.6
 NN0606:UTM  14      -  ARNESON                                  036 54 41.2
 NN0606
 NN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7307733725(NAD 83)
 NN0606
 NN0606|---------------------------------------------------------------------|
 NN0606| PID    Reference Object                     Distance      Geod. Az  |
 NN0606|                                                           dddmmss.s |
 NN0606| NN0804 ARNESON                             APPROX. 7.9 KM 0373103.6 |
 NN0606|---------------------------------------------------------------------|
 NN0606
 NN0606                          SUPERSEDED SURVEY CONTROL
 NN0606
 NN0606  NAD 83(1986)-  42 45 09.25760(N)    098 06 25.24707(W) AD(       ) 2
 NN0606  NAD 27      -  42 45 09.25400(N)    098 06 23.98600(W) AD(       ) 2
 NN0606  MORC        -  42 45 07.05000(N)    098 06 25.15000(W) AD(       ) 3
 NN0606
 NN0606.Superseded values are not recommended for survey control.
 NN0606
 NN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0606.See file dsdata.pdf to determine how the superseded data were derived.
 NN0606
 NN0606_MARKER: P = PIPE CAP
 NN0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0606_MARK LOGO: MORC
 NN0606_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0606
 NN0606  HISTORY     - Date     Condition        Report By
 NN0606  HISTORY     - 1889     MONUMENTED       MORC
 NN0606  HISTORY     - 20081208 GOOD             NGS
 NN0606
 NN0606                          STATION DESCRIPTION
 NN0606
 NN0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (DB)
 NN0606'THIS MARK HAS BEEN RESET OVER THE UNDERGROUND MONUMENT.  THIS MARK
 NN0606'IS 11 FEET AWAY FROM WARD (NN0607).
 NN0606'THIS STATION WAS ORIGINALLY ESTABLISHED IN OCTOBER OF 1889 BY THE
 NN0606'MISSOURI RIVER COMMISION.  THE MONUMENT CONSISTED OF A 4-INCH
 NN0606'DIAMETER IRON PIPE WITH A 5.75-INCH CAST IRON CAP EMBOSSED WITH A
 NN0606'RAISED TRIANGLE ON THE TOP AND THE MARKINGS FOR THIS AGENCY.  BELOW
 NN0606'THE IRON PIPE WAS A CUT STONE MEASURING 18 INCHES SQUARE AND 4 INCHES
 NN0606'THICK.  THE CENTER MARK WAS A DRILL HOLE WITH THE LETTERS U. S. OVER
 NN0606'THE HOLE THE A SHAPE OF A TRIANGLE BELOW THE HOLE.
 NN0606'
 NN0606'IT IS BELIEVED THAT SOMETIME BETWEEN 1889 AND THE OCCUPATION OF THIS
 NN0606'STATION BY USC AND GS SURVEYORS IN 1948 THE UPPER MONUMENT CONSISTING
 NN0606'OF THE IRON PIPE WITH CAP WAS MOVED APPROXIMATELY 11.23 FEET TO THE
 NN0606'SOUTH.  THE 1948 OCCUPATION CREATED A SECOND LOCATION FOR STATION
 NN0606'WARD WHICH IS DESIGNATED NN0607.
 NN0606'
 NN0606'SOMETIME BETWEEN 1948 AND 2008 THE IRON PIPE AND CAP MONUMENT THAT WAS
 NN0606'OCCUPIED BY US AND CGS IN 1948 WAS COMPLETELY REMOVED AND PLACED
 NN0606'LOOSELY ON THE SOUTH SIDE OF A FENCE IN SOME NEARBY TREES.
 NN0606'
 NN0606'ON OCTOBER 17, 2008, A SLIGHT DEPRESSION WAS FOUND IN A PASTURE WHERE
 NN0606'THE 1948 MONUMENT HAD BEEN REMOVED.  THE ORIGINAL 1889 MONUMENT
 NN0606'CONSISTING OF A 4-INCH DIAMETER IRON PIPE BEING 38 INCHES LONG WITH AN
 NN0606'EMBOSSED 5.75-INCH CAST IRON CAP WAS FOUND IN THE NEARBY TREES.
 NN0606'
 NN0606'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 FROM THE 1948 SURVEY BY
 NN0606'USC AND GS WERE RECOVERED UNDISTURBED.  THE INTERSECTION OF THE
 NN0606'RECORDED DISTANCES CAME TO THE DEPRESSION IN THE GROUND.
 NN0606'SEE DESCRIPTION FOR WARD AT NN0607.
 NN0606'
 NN0606'A SEARCH REVEALED THE ORIGINAL LOWER STONE FROM THE 1889 SURVEY TO BE
 NN0606'INTACT.  THE IRON PIPE WITH CAP FROM 1889 THAT WAS PREVIOUSLY MARKING
 NN0606'THE LOCATION FOR STATION NN0606, AND FOUND IN THE TREES, WAS MOVED TO
 NN0606'ITS PROPER LOCATION OVER THE STONE.  THE TOP OF THE MISSOURI RIVER
 NN0606'COMMISSION CAP NOW RESTS AT THE SURFACE OF THE GROUND.
 NN0606'
 NN0606'TIES TO THE STATION ARE AS FOLLOWS.  SOUTHEAST 57.78 FEET TO USCGS
 NN0606'REFERENCE MARK NO. 1.  SOUTHWEST 69.36 FEET TO USCGS REFERENCE MARK
 NN0606'NO. 2.  SOUTH 35.3 FEET TO A FENCE RUNNING EAST AND WEST.
 NN0606'SOUTH-SOUTHWEST 11.23 FEET TO A STANDARD NGS BRASS DISK
 NN0606'STAMPED 1948-2008 WARD RESET.  SEE STATION NN0607.
 NN0606'
 NN0606'REFERENCE MARK NO. 1 IS 16.3 FEET SOUTH OF A FENCE RUNNING EAST AND
 NN0606'WEST AND 1.4 FEET WEST OF A STEEL POST.
 NN0606'REFERENCE MARK NO. 2 IS 16.2 FEET SOUTH OF A FENCE RUNNING EAST AND
 NN0606'WEST OF A STEEL POST.
 NN0606'
 NN0606'TO REACH FROM THE POST OFFICE IN NIOBRARA GO WEST AND SOUTH
 NN0606'ON STATE HIGHWAY 12 FOR 1 MILE TO JUNCTION OF STATE HIGHWAYS 12
 NN0606'AND 14.  TURN RIGHT AND CONTINUE WESTERLY ON STATE HIGHWAY 12
 NN0606'FOR 4.35 MILES TO CROSSROADS AT SCHOOLHOUSE ON LEFT.  TURN
 NN0606'RIGHT AND FOLLOW DIRT ROAD NORTH FOR 0.35 MILE TO AZIMUTH MARK
 NN0606'ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 NN0606'0.4 MILE TO TRACK ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.15
 NN0606'MILE TO TOP OF RISE AND STATION ON RIGHT OR NORTH SIDE OF ROAD
 NN0606'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0607 ***********************************************************************
 NN0607  DESIGNATION -  WARD RESET
 NN0607  PID         -  NN0607
 NN0607  STATE/COUNTY-  NE/KNOX
 NN0607  COUNTRY     -  US
 NN0607  USGS QUAD   -  NIOBRARA (2017)
 NN0607
 NN0607                         *CURRENT SURVEY CONTROL
 NN0607  ______________________________________________________________________
 NN0607* NAD 83(1995) POSITION- 42 45 09.13735(N) 098 06 25.26024(W)   ADJUSTED
 NN0607* NAVD 88 ORTHO HEIGHT -   493.    (meters)     1617.    (feet) SCALED
 NN0607  ______________________________________________________________________
 NN0607  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 NN0607  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 NN0607  HORZ ORDER      -  SECOND
 NN0607
 NN0607.The horizontal coordinates were established by classical geodetic methods
 NN0607.and adjusted by the National Geodetic Survey in August 1997.
 NN0607
 NN0607.The orthometric height was scaled from a topographic map.
 NN0607
 NN0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0607.GEOID18 height accuracy estimate available here.
 NN0607
 NN0607.Click photographs - Photos may exist for this station.
 NN0607
 NN0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0607
 NN0607. The following values were computed from the NAD 83(1995) position.
 NN0607
 NN0607;                    North         East     Units Scale Factor Converg.
 NN0607;SPC NE       -   325,828.404   654,945.174   MT  0.99989594   +1 15 16.1
 NN0607;SPC NE       - 1,068,988.69  2,148,765.96   sFT  0.99989594   +1 15 16.1
 NN0607;SPC SD S     -    49,013.476   782,244.663   MT  1.00002011   +1 32 09.0
 NN0607;SPC SD S     -   160,805.05  2,566,414.37   sFT  1.00002011   +1 32 09.0
 NN0607;UTM  14      - 4,733,721.768   573,077.243   MT  0.99966570   +0 36 22.4
 NN0607
 NN0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0607!SPC NE       -   0.99992671  x   0.99989594  =   0.99982265
 NN0607!SPC SD S     -   0.99992671  x   1.00002011  =   0.99994681
 NN0607!UTM  14      -   0.99992671  x   0.99966570  =   0.99959243
 NN0607
 NN0607:                Primary Azimuth Mark                     Grid Az
 NN0607:SPC NE       -  WARD AZ MK                               156 20 02.7
 NN0607:SPC SD S     -  WARD AZ MK                               156 03 09.8
 NN0607:UTM  14      -  WARD AZ MK                               156 58 56.4
 NN0607
 NN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7307733721(NAD 83)
 NN0607
 NN0607|---------------------------------------------------------------------|
 NN0607| PID    Reference Object                     Distance      Geod. Az  |
 NN0607|                                                           dddmmss.s |
 NN0607| CO4795 WARD RM 1                            14.838 METERS 14707     |
 NN0607| CO4794 WARD AZ MK                                         1573518.8 |
 NN0607| CO4796 WARD RM 2                            18.483 METERS 22902     |
 NN0607|---------------------------------------------------------------------|
 NN0607
 NN0607                          SUPERSEDED SURVEY CONTROL
 NN0607
 NN0607  NAD 83(1986)-  42 45 09.14717(N)    098 06 25.26022(W) AD(       ) 2
 NN0607  NAD 27      -  42 45 09.14500(N)    098 06 23.99900(W) AD(       ) 2
 NN0607  MORC        -  42 45 07.05000(N)    098 06 25.15000(W) AD(       ) 3
 NN0607
 NN0607.Superseded values are not recommended for survey control.
 NN0607
 NN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0607.See file dsdata.pdf to determine how the superseded data were derived.
 NN0607
 NN0607_MARKER: DH = HORIZONTAL CONTROL DISK
 NN0607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0607_STAMPING: WARD RESET 1948 2008
 NN0607_MARK LOGO: NGS
 NN0607_PROJECTION: FLUSH
 NN0607_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0607
 NN0607  HISTORY     - Date     Condition        Report By
 NN0607  HISTORY     - 1948     MONUMENTED       CGS
 NN0607  HISTORY     - 20081208 SEE DESCRIPTION  NGS
 NN0607
 NN0607                          STATION DESCRIPTION
 NN0607
 NN0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0607'STATION IS LOCATED ABOUT 4 MILES WEST OF NIOBRARA AND 3/4
 NN0607'MILE NORTH OF STATE HIGHWAY 12.  STATION IS 20 FEET NORTH OF
 NN0607'THE APPROXIMATE CENTERLINE OF TRACK ROAD, 8.4 FEET EAST OF
 NN0607'WITNESS POST AND IS IN FENCELINE.  THE MARK IS A MISSOURI RIVER
 NN0607'COMMISSION MARK WHICH IS A 4 INCH IRON PIPE WITH CAP AND
 NN0607'PROJECTS 1.8 FEET.
 NN0607'
 NN0607'REFERENCE MARK NO. 1 IS 48.68 FEET SOUTHEAST OF STATION, 20
 NN0607'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD AND
 NN0607'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NN0607'AND THE DISK IS STAMPED WARD MRC NO 1 1948.
 NN0607'
 NN0607'REFERENCE MARK NO. 2 IS 60.64 FEET SOUTHWEST OF STATION, 20
 NN0607'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD, 3 FEET
 NN0607'EAST OF GATE POST AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 NN0607'ABOUT 4 INCHES AND THE DISK IS STAMPED WARD MRC NO 2 1948.
 NN0607'
 NN0607'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTHEAST OF STATION,
 NN0607'24 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 3
 NN0607'FEET NORTH NORTHWEST OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 NN0607'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED WARD
 NN0607'MRC 1948.
 NN0607'
 NN0607'TO REACH FROM THE POST OFFICE IN NIOBRARA GO WEST AND SOUTH
 NN0607'ON STATE HIGHWAY 12 FOR 1 MILE TO JUNCTION OF STATE HIGHWAYS 12
 NN0607'AND 14.  TURN RIGHT AND CONTINUE WESTERLY ON STATE HIGHWAY 12
 NN0607'FOR 4.35 MILES TO CROSSROADS AT SCHOOLHOUSE ON LEFT.  TURN
 NN0607'RIGHT AND FOLLOW DIRT ROAD NORTH FOR 0.35 MILE TO AZIMUTH MARK
 NN0607'ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 NN0607'0.4 MILE TO TRACK ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.15
 NN0607'MILE TO TOP OF RISE AND STATION ON RIGHT OR NORTH SIDE OF ROAD
 NN0607'AS DESCRIBED.
 NN0607'
 NN0607'A 4 FOOT SIGNAL AT STATION NIOBRARA (MO R.C.) IS VISIBLE FROM THE
 NN0607'GROUND.
 NN0607'
 NN0607'A 4 FOOT SIGNAL AT STATION CHOUTEAU (MO RC) IS VISIBLE FROM THE
 NN0607'GROUND.
 NN0607'
 NN0607'A 4 FOOT SIGNAL AT STATION PONCA 2 1940 IS VISIBLE FROM THE
 NN0607'GROUND.
 NN0607'
 NN0607'A 4 FOOT SIGNAL AT STATION ARNESON 3 IS VISIBLE FROM THE GROUND.
 NN0607'
 NN0607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0607
 NN0607                          STATION RECOVERY (2008)
 NN0607
 NN0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DB)
 NN0607'NO MONUMENT WAS FOUND AT THE STATION LOCATION, HOWEVER, A DEPRESSION
 NN0607'IN THE GROUND WAS FOUND.  BOTH REFERENCE MARK NO. 1 AND REFERENCE
 NN0607'MARK NO 2. WERE RECOVERED IN UNDISTURBED CONDITION.  THE STATION
 NN0607'MONUMENT THAT MARKED THE LOCATION FOR WARD IN 1948 CONSISTED OF A 4
 NN0607'INCH DIAMETER IRON PIPE WITH A 5.75 INCH CAST IRON CAP EMBOSSED WITH
 NN0607'A TRIANGLE ON TOP AND WORDING FOR THE MISSOURI RIVER COMMISSION.
 NN0607'THIS MONUMENT WAS FOUND LYING LOOSE IN THE NEARBY TREES.
 NN0607'BY INTERSECTING THE RECORDED DISTANCES OF 48.68 FEET FROM REFERENCE
 NN0607'MARK NO. 1 AND THE DISTANCE OF 60.64 FEET FROM REFERENCE MARK NO. 2
 NN0607'THE LOCATION OF THE STATION WAS REESTABLISHED.
 NN0607'
 NN0607'THE MARK THAT WAS IN THIS LOCATION, AND MOVED TO A NEARBY FENCELINE
 NN0607'SOMETIME AFTER 1948, HAS BEEN RESET OVER THE UNDERGROUND MONUMENT
 NN0607'FOR NN0606.
 NN0607'
 NN0607'A NEW MARK HAS BEEN SET IN THIS LOCATION (POSITION).
 NN0607'
 NN0607'THIS MARK IS 11 FEET AWAY FROM WARD (NN0606), SET BY MORC IN 1889
 NN0607'
 NN0607'AT THIS LOCATION A NEW GALVANIZED IRON PIPE BEING 1.5 INCHES IN
 NN0607'DIAMETER AND 56 INCHES LONG WAS DRIVEN FLUSH WITH THE GROUND.
 NN0607'CONCRETE WAS THEN POURED IN AND AROUND THE IRON PIPE.  A STANDARD
 NN0607'BRASS DISK BEARING THE MARKINGS OF THE NATIONAL GEODETIC SURVEY WAS
 NN0607'PLACED IN THE CENTER OF THE IRON PIPE AT THE EXACT DISTANCES FROM
 NN0607'THE REFERENCE MARKS. THE BRASS DISK WAS STAMPED WARD RESET 1948 2008.
 NN0607'
 NN0607'REFERENCE TIES FROM THIS MONUMENT ARE AS FOLLOWS.  SOUTHEAST 48.68
 NN0607'FEET TO USCGS REFERENCE MARK NO. 1.  SOUTHWEST 60.64 FEET TO USCGS
 NN0607'REFERENCE MARK NO. 2.  SOUTH 24.2 FEET TO A FENCE RUNNING EAST AND
 NN0607'WEST.  EAST 726.6 FEET TO A FENCE LINE RUNNING NORTH AND SOUTH.  EAST
 NN0607'730 FEET TO A ROW OF POWER POLES RUNNING NORTH AND SOUTH.  EAST 750
 NN0607'FEET TO A TRAIL ROAD RUNNING NORTH AND SOUTH.  NORTH-NORTHEAST 11.23
 NN0607'FEET TO A 5.75-INCH DIAMETER CAST IRON CAP WITH A TRIANGLE ON THE TOP
 NN0607'AND EMBOSSED WITH WORDING FOR THE MISSOURI RIVER COMMISSION.  THIS
 NN0607'MONUMENT WAS RELOCATED TO ITS ORIGINAL 1889 LOCATION, SEE STATION
 NN0607'WARD AT PID NN0606.
 NN0607'
 NN0607'REFERENCE MARK NO. 1 IS 16.3 FEET SOUTH OF A FENCE RUNNING EAST AND
 NN0607'WEST AND 1.4 FEET WEST OF A STEEL POST.
 NN0607'
 NN0607'REFERENCE MARK NO. 2 IS 16.2 FEET SOUTH OF A FENCE RUNNING EAST AND
 NN0607'WEST AND 0.9 FEET EAST OF A STEEL POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0699 ***********************************************************************
 NN0699  DESIGNATION -  WARE
 NN0699  PID         -  NN0699
 NN0699  STATE/COUNTY-  NE/BOYD
 NN0699  COUNTRY     -  US
 NN0699  USGS QUAD   -  SPENCER NORTH (2017)
 NN0699
 NN0699                         *CURRENT SURVEY CONTROL
 NN0699  ______________________________________________________________________
 NN0699* NAD 83(1995) POSITION- 42 59 51.73300(N) 098 44 22.86182(W)   ADJUSTED
 NN0699* NAVD 88 ORTHO HEIGHT -   575.    (meters)     1886.    (feet) SCALED
 NN0699  ______________________________________________________________________
 NN0699  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 NN0699  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 NN0699  HORZ ORDER      -  FIRST
 NN0699
 NN0699.The horizontal coordinates were established by classical geodetic methods
 NN0699.and adjusted by the National Geodetic Survey in August 1997.
 NN0699
 NN0699.The orthometric height was scaled from a topographic map.
 NN0699
 NN0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0699.GEOID18 height accuracy estimate available here.
 NN0699
 NN0699.Click photographs - Photos may exist for this station.
 NN0699
 NN0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0699
 NN0699. The following values were computed from the NAD 83(1995) position.
 NN0699
 NN0699;                    North         East     Units Scale Factor Converg.
 NN0699;SPC NE       -   352,115.169   602,767.479   MT  0.99999895   +0 50 06.7
 NN0699;SPC NE       - 1,155,231.18  1,977,579.64   sFT  0.99999895   +0 50 06.7
 NN0699;SPC SD S     -    75,052.707   729,940.057   MT  0.99996514   +1 05 57.8
 NN0699;SPC SD S     -   246,235.42  2,394,811.67   sFT  0.99996514   +1 05 57.8
 NN0699;UTM  14      - 4,760,592.659   521,218.737   MT  0.99960554   +0 10 39.1
 NN0699
 NN0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0699!SPC NE       -   0.99991386  x   0.99999895  =   0.99991281
 NN0699!SPC SD S     -   0.99991386  x   0.99996514  =   0.99987900
 NN0699!UTM  14      -   0.99991386  x   0.99960554  =   0.99951943
 NN0699
 NN0699:                Primary Azimuth Mark                     Grid Az
 NN0699:SPC NE       -  WARE AZ MK                               086 25 38.9
 NN0699:SPC SD S     -  WARE AZ MK                               086 09 47.8
 NN0699:UTM  14      -  WARE AZ MK                               087 05 06.5
 NN0699
 NN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2121860592(NAD 83)
 NN0699
 NN0699|---------------------------------------------------------------------|
 NN0699| PID    Reference Object                     Distance      Geod. Az  |
 NN0699|                                                           dddmmss.s |
 NN0699| OR0819 GEDDES MUNICIPAL TANK               APPROX.28.5 KM 0070113.5 |
 NN0699| CO4797 WARE AZ MK                                         0871545.6 |
 NN0699| CO4798 WARE RM 1                            45.217 METERS 16058     |
 NN0699| NN0696 SPENCER ST MARYS CATH CH SPIRE      APPROX.14.4 KM 1661700.4 |
 NN0699| NN0697 SPENCER MUNICIPAL TANK              APPROX.14.4 KM 1675025.2 |
 NN0699| NN0711 BUTTE MUNICIPAL TANK                APPROX.12.9 KM 2231431.5 |
 NN0699| NN0698 BOUNDARY MP 46 NE SD                331.358 METERS 28240     |
 NN0699| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.13.1 KM 2870123.4 |
 NN0699| CO4799 WARE RM 2                            26.505 METERS 29208     |
 NN0699|---------------------------------------------------------------------|
 NN0699
 NN0699                          SUPERSEDED SURVEY CONTROL
 NN0699
 NN0699  NAD 83(1986)-  42 59 51.74153(N)    098 44 22.86948(W) AD(       ) 1
 NN0699  NAD 27      -  42 59 51.75600(N)    098 44 21.55800(W) AD(       ) 1
 NN0699
 NN0699.Superseded values are not recommended for survey control.
 NN0699
 NN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0699.See file dsdata.pdf to determine how the superseded data were derived.
 NN0699
 NN0699_MARKER: DS = TRIANGULATION STATION DISK
 NN0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0699_STAMPING: WARE 1940
 NN0699_MARK LOGO: CGS
 NN0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0699+STABILITY: SURFACE MOTION
 NN0699
 NN0699  HISTORY     - Date     Condition        Report By
 NN0699  HISTORY     - 1940     MONUMENTED       CGS
 NN0699  HISTORY     - 1945     GOOD             CGS
 NN0699  HISTORY     - 1948     GOOD             CGS
 NN0699
 NN0699                          STATION DESCRIPTION
 NN0699
 NN0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0699'STATION WARE IS 9 MILES NORTH BY WEST OF SPENCER, 8 MILES
 NN0699'NORTHEAST OF BUTTE, AND ABOUT 75 YARDS SOUTH OF THE NEBRASKA-SOUTH
 NN0699'DAKOTA STATE LINE, ON A SMALL HILL IN A FENCED PASTURE IN
 NN0699'THE NORTHWEST CORNER OF SEC. 21, T. 35 N., R. 12 W.
 NN0699'
 NN0699'TO REACH FROM THE HIGH SCHOOL IN SPENCER GO EAST AND NORTH ON
 NN0699'STATE HIGHWAY 18 FOR 10.2 MILES OR 2.7 MILES BEYOND A SCHOOL IN
 NN0699'THE SOUTHWEST ANGLE AT CROSSROADS, TO THE STATE LINE WHERE
 NN0699'HIGHWAY TURNS LEFT AND THEN RIGHT AND CHANGES TO SOUTH DAKOTA
 NN0699'ROUTE 54, (AZIMUTH MARK IS IN FIELD ON SOUTH AND WEST SIDE OF
 NN0699'HIGHWAY AT FIRST TURN), TURN LEFT (WEST) AND KEEP STRAIGHT
 NN0699'WEST ALONG THE STATE LINE ON DIRT ROAD FOR 1.0 MILE TO A
 NN0699'GATE IN THE WIRE FENCE ON THE SOUTH SIDE OF THE ROAD AT BROKEN
 NN0699'DOWN WINDMILL AND PUMP, TURN SOUTH THROUGH THIS WIRE GATE
 NN0699'INTO PASTURE AND DRIVE ABOUT 0.1 MILE SOUTH AND EAST TO
 NN0699'SUMMIT OF SMALL HILL WHICH IS ABOUT 40 FEET ABOVE LEVEL OF
 NN0699'ROAD.  STATION IS ON HIGHEST POINT OF THIS HILL.
 NN0699'
 NN0699'STATION MARK IS ON THE HIGH POINT OF A SMALL KNOB IN ABOUT
 NN0699'THE CENTER OF SMALL FENCED PASTURE 136 FEET NORTH OF THE
 NN0699'NEAREST FENCE LINE, 4 FEET NORTHEAST OF WHITE REFERENCE POST,
 NN0699'IS STAMPED WARE 1940, AND PROJECTS 8 INCHES.
 NN0699'
 NN0699'REFERENCE MARK NO. 1 IS IN FENCE LINE SOUTH-SOUTHEAST OF
 NN0699'STATION, ABOUT 7 FEET LOWER THAN STATION, IS STAMPED WARE
 NN0699'NO. 1 1940, AND PROJECTS 4 INCHES.
 NN0699'
 NN0699'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, ABOUT 3
 NN0699'FEET LOWER THAN STATION, IS STAMPED WARE NO. 2 1940, AND
 NN0699'PROJECTS 6 INCHES.
 NN0699'
 NN0699'AZIMUTH MARK IS ABOUT 1 MILE EAST OF STATION, 36 FEET SOUTH
 NN0699'OF THE CENTERLINE OF NEBRASKA STATE HIGHWAY 18 AT THE NEBRASKA-SOUTH
 NN0699'DAKOTA STATE LINE, 20 FEET EAST BY SOUTH OF SIGN FACING WEST
 NN0699'NEB. S.D. STATE LINE, 21 FEET EAST OF PROJECTED CENTERLINE
 NN0699'OF LANE TO NORTH, 1-1/2 FEET SOUTH OF RIGHT-OF-WAY FENCE, IS
 NN0699'STAMPED WARE 1940, AND PROJECTS 4 INCHES.
 NN0699'
 NN0699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0699'DESCRIBED.
 NN0699'
 NN0699'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0699
 NN0699                          STATION RECOVERY (1945)
 NN0699
 NN0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0699'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  A
 NN0699'COMPLETE NEW DESCRIPTION FOLLOWS.
 NN0699'
 NN0699'ON A PROMINENT HILL, ABOUT 8 MILES ESE OF THE VILLAGE OF
 NN0699'FAIRFAX, 7 MILES N OF THE VILLAGE OF SPENCER, NEBRASKA, ABOUT
 NN0699'200 FEET S OF THE STATE LINE, AND 3.5 FEET NE OF A WITNESS
 NN0699'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NN0699'WARE 1940.
 NN0699'
 NN0699'REFERENCE MARK 1 IS 148.35 FEET SSE OF THE STATION, IN THE
 NN0699'FENCE LINE, AND ABOUT 12 FEET LOWER THAN THE STATION MARK.
 NN0699'IT PROJECTS 4 INCHES AND IS STAMPED WARE NO 1 1940.
 NN0699'
 NN0699'REFERENCE MARK 2 IS 86.96 FEET WNW OF THE STATION AND ABOUT
 NN0699'3 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 NN0699'PROJECTS 4 INCHES AND THE DISK IS STAMPED WARE NO 2 1940.
 NN0699'
 NN0699'THE AZIMUTH MARK IS 0.7 MILE E OF THE STATION, 36 FEET S OF THE
 NN0699'APPROXIMATE CENTER LINE OF NEBRASKA STATE HIGHWAY 18, 20 FEET
 NN0699'SE OF A SIGNBOARD FACING W, WHICH READS NEBR. S.D. STATE LINE,
 NN0699'AND 1 FOOT S OF AN E-W FENCE LINE.  THE MARK PROJECTS 4 INCHES
 NN0699'AND THE DISK IS STAMPED WARE 1940.
 NN0699'
 NN0699'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NN0699'WARE 1940 TO NEBRASKA-SOUTH DAKOTA MILESTONE MONUMENT 46-1/2 M.
 NN0699'IT IS 486.806 METERS NE OF THE STATION.
 NN0699'
 NN0699'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WARE
 NN0699'1940 TO NEBRASKA-SOUTH DAKOTA MILESTONE MONUMENT 46 M.  IT
 NN0699'IS 331.382 METERS NW OF THE STATION.
 NN0699'
 NN0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 NN0699'STATE HIGHWAY 54 IN THE SE SECTION OF THE VILLAGE OF FAIRFAX,
 NN0699'GO E ON HIGHWAY 54 FOR 9.35 MILES TO THE NEBRASKA-SOUTH DAKOTA
 NN0699'STATE LINE AND THE AZIMUTH MARK AS DESCRIBED.  HERE TURN RIGHT
 NN0699'ON A GRADED DIRT ROAD AND GO 0.6 MILE TO A GAP IN THE FENCE
 NN0699'LINE ON THE LEFT, TURN LEFT AND GO SW FOR 0.15 MILE TO THE
 NN0699'SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 NN0699'
 NN0699'OBSERVATIONS MADE FROM A 64-FOOT STEEL TOWER.
 NN0699
 NN0699                          STATION RECOVERY (1948)
 NN0699
 NN0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0699'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND
 NN0699'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  DUE TO SOME
 NN0699'CHANGES IN THE TO REACH DESCRIPTION, A NEW DESCRIPTION FOLLOWS.
 NN0699'
 NN0699'THE STATION IS LOCATED ON A PROMINENT KNOLL ABOUT 8.0 MILES
 NN0699'EAST-SOUTHEAST OF FAIRFAX, 0.15 MILE NORTHWEST OF MR. JOHNSONS
 NN0699'HOUSE, 75 YARDS SOUTH OF THE NEBRASKA AND SOUTH DAKOTA STATE
 NN0699'LINE AND 3.5 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 NN0699'PROJECTS 4 INCHES AND THE DISK IS STAMPED WARE 1940.
 NN0699'
 NN0699'REFERENCE MARK NO. 1 IS 148.35 FEET (SLOPE) SOUTH-SOUTHEAST
 NN0699'OF THE STATION AND ABOUT 12 FEET LOWER IN ELEVATION.  THE MARK
 NN0699'PROJECTS 4 INCHES AND THE DISK IS STAMPED WARE NO 1 1940.
 NN0699'
 NN0699'REFERENCE MARK NO. 2 IS 86.96 FEET (SLOPE) WEST-NORTHWEST OF
 NN0699'THE STATION AND ABOUT 4 FEET LOWER IN ELEVATION.  THE MARK
 NN0699'PROJECTS 4 INCHES AND THE DISK IS STAMPED WARE NO 2 1940.
 NN0699'
 NN0699'AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION, 36 FEET
 NN0699'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHEAST
 NN0699'OF A SIGN FACING WEST ENTERING NEBRASKA, 4 FEET WEST OF A
 NN0699'WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 NN0699'4 INCHES AND THE DISK IS STAMPED WARE 1940.
 NN0699'
 NN0699'NEBRASKA AND SOUTH DAKOTA MILESTONE 46-1/2 IS 1597.13 FEET
 NN0699'(1945 DIST.) NORTHEAST OF THE STATION.
 NN0699'
 NN0699'NEBRASKA AND SOUTH DAKOTA MILESTONE 46M IS 1087.21 FEET NORTHWEST
 NN0699'OF THE STATION (1945 DIST.).
 NN0699'
 NN0699'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 54 WITH U.S.
 NN0699'HIGHWAY 281 AT THE SOUTHEAST EDGE OF FAIRFAX, GO EAST ON HIGHWAY
 NN0699'54 9.9 MILES TO THE NEBRASKA AND SOUTH DAKOTA STATE LINE AND
 NN0699'AZIMUTH MARK AS DESCRIBED, TURN RIGHT ON A DIRT ROAD 0.6 MILE
 NN0699'TO A DRIVEWAY ON THE LEFT, TURN LEFT 0.15 MILE TO MR. JOHNSONS
 NN0699'HOUSE, TURN RIGHT (NORTHWEST) 0.15 MILE TO TOP OF HILL AND THE
 NN0699'STATION.
 NN0699'
 NN0699'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1416 ***********************************************************************
 LH1416  CBN         -  This is a Cooperative Base Network Control Station.
 LH1416  PACS        -  This is a Primary Airport Control Station.
 LH1416  DESIGNATION -  WARP MCBRIDE
 LH1416  PID         -  LH1416
 LH1416  STATE/COUNTY-  NE/KEARNEY
 LH1416  COUNTRY     -  US
 LH1416  USGS QUAD   -  MINDEN NORTH (2017)
 LH1416
 LH1416                         *CURRENT SURVEY CONTROL
 LH1416  ______________________________________________________________________
 LH1416* NAD 83(2011) POSITION- 40 30 59.38785(N) 098 56 48.45553(W)   ADJUSTED
 LH1416* NAD 83(2011) ELLIP HT-   632.722 (meters)        (06/27/12)   ADJUSTED
 LH1416* NAD 83(2011) EPOCH   -  2010.00
 LH1416* NAVD 88 ORTHO HEIGHT -   657.78  (meters)     2158.1   (feet) GPS OBS
 LH1416  ______________________________________________________________________
 LH1416  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LH1416  GEOID HEIGHT    -        -24.950 (meters)                     GEOID93
 LH1416  GEOID HEIGHT    -        -25.024 (meters)                     GEOID18
 LH1416  NAD 83(2011) X  -   -755,211.134 (meters)                     COMP
 LH1416  NAD 83(2011) Y  - -4,797,042.609 (meters)                     COMP
 LH1416  NAD 83(2011) Z  -  4,122,163.732 (meters)                     COMP
 LH1416  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1416
 LH1416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1416  Standards:
 LH1416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1416  -------------------------------------------------------------------
 LH1416  NETWORK    0.42   1.08           0.20   0.13   0.55     -0.03206073
 LH1416  -------------------------------------------------------------------
 LH1416  Click here for local accuracies and other accuracy information.
 LH1416
 LH1416.This mark is at Pioneer Village Fld Airport (0V3)
 LH1416
 LH1416.The horizontal coordinates were established by GPS observations
 LH1416.and adjusted by the National Geodetic Survey in June 2012.
 LH1416
 LH1416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1416.been affixed to the stable North American tectonic plate. See 
 LH1416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1416
 LH1416.The horizontal coordinates are valid at the epoch date displayed above
 LH1416.which is a decimal equivalence of Year/Month/Day.
 LH1416
 LH1416.The orthometric height was determined by GPS observations and a
 LH1416.high-resolution geoid model.
 LH1416
 LH1416.GPS derived orthometric heights for airport stations designated as
 LH1416.PACS or SACS are published to 2 decimal places.  This maintains
 LH1416.centimeter relative accuracy between the PACS and SACS.  It does
 LH1416.not indicate centimeter accuracy relative to other marks which are
 LH1416.part of the published vertical control network.
 LH1416
 LH1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1416.GEOID18 height accuracy estimate available here.
 LH1416
 LH1416.Click photographs - Photos may exist for this station.
 LH1416
 LH1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1416
 LH1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1416
 LH1416.The ellipsoidal height was determined by GPS observations
 LH1416.and is referenced to NAD 83.
 LH1416
 LH1416. The following values were computed from the NAD 83(2011) position.
 LH1416
 LH1416;                    North         East     Units Scale Factor Converg.
 LH1416;SPC NE       -    76,395.404   589,236.619   MT  0.99980633   +0 41 52.6
 LH1416;SPC NE       -   250,640.59  1,933,187.14   sFT  0.99980633   +0 41 52.6
 LH1416;UTM  14      - 4,485,087.217   504,507.313   MT  0.99960025   +0 02 04.4
 LH1416
 LH1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1416!SPC NE       -   0.99990076  x   0.99980633  =   0.99970710
 LH1416!UTM  14      -   0.99990076  x   0.99960025  =   0.99950105
 LH1416
 LH1416:                Primary Azimuth Mark                     Grid Az
 LH1416:SPC NE       -  WARP MCBRIDE AZ MK                       165 53 46.9
 LH1416:UTM  14      -  WARP MCBRIDE AZ MK                       166 33 35.1
 LH1416
 LH1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0450785087(NAD 83)
 LH1416
 LH1416|---------------------------------------------------------------------|
 LH1416| PID    Reference Object                     Distance      Geod. Az  |
 LH1416|                                                           dddmmss.s |
 LH1416| LH1417 WARP MCBRIDE AZ MK                  APPROX. 0.6 KM 1663539.5 |
 LH1416| AB4173 0V3 A                               367.036 METERS 33911     |
 LH1416|---------------------------------------------------------------------|
 LH1416
 LH1416                          SUPERSEDED SURVEY CONTROL
 LH1416
 LH1416  NAD 83(2007)-  40 30 59.38779(N)    098 56 48.45618(W) AD(2002.00) 0
 LH1416  ELLIP H (02/10/07)  632.746  (m)                       GP(2002.00)    
 LH1416  ELLIP H (07/10/01)  632.733  (m)                       GP(       ) 4 1
 LH1416  NAD 83(1995)-  40 30 59.38758(N)    098 56 48.45563(W) AD(       ) B
 LH1416  ELLIP H (06/25/96)  632.776  (m)                       GP(       ) 1 1
 LH1416  NAD 83(1986)-  40 30 59.39476(N)    098 56 48.45518(W) AD(       ) 1
 LH1416  NGVD 29 (02/23/90)  657.40   (m)  RAPSU86  model used  GPS OBS        
 LH1416
 LH1416.Superseded values are not recommended for survey control.
 LH1416
 LH1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1416.See file dsdata.pdf to determine how the superseded data were derived.
 LH1416
 LH1416_MARKER: F = FLANGE-ENCASED ROD
 LH1416_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1416_STAMPING: WARP MCBRIDE 1989
 LH1416_MARK LOGO: NGS
 LH1416_PROJECTION: RECESSED 2 CENTIMETERS
 LH1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1416+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2018
 LH1416_ROD/PIPE-DEPTH: 22.7 meters
 LH1416_SLEEVE-DEPTH  : 0.95 meters
 LH1416
 LH1416  HISTORY     - Date     Condition        Report By
 LH1416  HISTORY     - 1989     MONUMENTED       NGS
 LH1416  HISTORY     - 19950727 GOOD             NGS
 LH1416  HISTORY     - 19970712 GOOD             NGS
 LH1416  HISTORY     - 20000601 GOOD             NEDR
 LH1416  HISTORY     - 20100628 GOOD             JEOCON
 LH1416  HISTORY     - 20160629 GOOD             NEGS
 LH1416  HISTORY     - 20180102 GOOD             NEGS
 LH1416  HISTORY     - 20180416 GOOD             NEGS
 LH1416
 LH1416                          STATION DESCRIPTION
 LH1416
 LH1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1416'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MINDEN, AT THE
 LH1416'MINDEN/PIONEER VILLAGE FIELD, AT THE JUNCTION OF A RAMP AND RUNWAY
 LH1416'16-34.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, P.O. BOX 295, MINDEN, NE
 LH1416'68959.  AIRPORT MANAGER IS BRIAN WILLIAMS, TELPHONE IS 308-832-2772.
 LH1416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND
 LH1416'STATE HIGHWAY 10, IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR 1.44 KM
 LH1416'(0.90 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.31 KM
 LH1416'(0.20 MI) TO A GRAVEL ROAD LEFT AT A PAVED TURN-AROUND.  BEAR LEFT AND
 LH1416'GO NORTHEAST ON THE GRAVEL ROAD, THEN EAST ON A RAMP FOR 0.14 KM
 LH1416'(0.10 MI) TO THE JUNCTION WITH RUNWAY 16-34 AND THE STATION ON THE
 LH1416'RIGHT.
 LH1416'THE STATION IS 26.0 M (85.3 FT) WEST-SOUTHWEST OF THE RUNWAY
 LH1416'CENTERLINE, 26.0 M (85.3 FT) EAST-NORTHEAST OF THE TAXIWAY CENTERLINE,
 LH1416'11.4 M (37.4 FT) SOUTH-SOUTHWEST OF THE RAMP CENTERLINE AND 5.2 M
 LH1416'(17.1 FT) SOUTH-SOUTHWEST OF RAMP LIGHT --1/86--.
 LH1416'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1416'DESCRIBED BY R.D.BALL
 LH1416
 LH1416                          STATION RECOVERY (1995)
 LH1416
 LH1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1416'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KEARNEY,
 LH1416'1.0 MI (1.6 KM) NORTH OF MINDEN, AT THE MINDEN/PIONEER VILLAGE FIELD
 LH1416'AIRPORT AND NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND THE PAVED
 LH1416'RUNWAY.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, PO BOX 295, MINDEN NE
 LH1416'68959.  THE AIRPORT MANAGER IS DON BONTZ, PHONE (308) 832-0253.  TO
 LH1416'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6/34 AND STATE
 LH1416'HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR 0.9 MI (1.4 KM)
 LH1416'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 LH1416'ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD LEFT AND A PAVED CUL-DE-SAC
 LH1416'AHEAD, BEAR LEFT AND GO NORTH ON A GRAVEL ROAD FOR 150 FT (45.7 M) TO
 LH1416'A TAXIWAY, BEAR RIGHT AND GO NORTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2
 LH1416'KM) TO THE PAVED RUNWAY AND THE STATION ON THE RIGHT. THE STATION IS
 LH1416'RECESSED 2 CM, 86.4 FT (26.3 M) WEST-SOUTHWEST OF THE RUNWAY CENTER,
 LH1416'85.0 FT (25.9 M) EAST-NORTHEAST OF THE TAXIWAY CENTER, 37.4 FT (11.4
 LH1416'M) SOUTH-SOUTHWEST OF THE CONNECTOR TAXIWAY CENTER AND 17.1 FT (5.2 M)
 LH1416'SOUTH-SOUTHWEST OF A TAXIWAY LIGHT.  NOTE--THIS STATION WAS USED AS AN
 LH1416'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LH1416
 LH1416                          STATION RECOVERY (1997)
 LH1416
 LH1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1416'RECOVERED AS DESCRIBED.
 LH1416
 LH1416                          STATION RECOVERY (2000)
 LH1416
 LH1416'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1416'RECOVERED AS DESCRIBED.
 LH1416
 LH1416                          STATION RECOVERY (2010)
 LH1416
 LH1416'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 LH1416'RECOVERED IN GOOD CONDITION.
 LH1416
 LH1416                          STATION RECOVERY (2016)
 LH1416
 LH1416'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 LH1416'FOUND GOOD, NEW AIRPORT MANAGER PHONE 1 308 830 2727 CHUCK JACOBSEN
 LH1416
 LH1416                          STATION RECOVERY (2018)
 LH1416
 LH1416'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MS)
 LH1416'RECOVERED IN GOOD CONDITION.
 LH1416
 LH1416                          STATION RECOVERY (2018)
 LH1416
 LH1416'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 LH1416'THE MARK IS 14.1 FT (4.3 M) SOUTHWEST FROM THE BASE OF A TAXIWAY LIGHT
 LH1416'AND 6.1 FT (1.9 M) SOUTH-SOUTHEAST FROM THE BASE OF A TAXIWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1417 ***********************************************************************
 LH1417  SACS        -  This is a Secondary Airport Control Station.
 LH1417  DESIGNATION -  WARP MCBRIDE AZ MK
 LH1417  PID         -  LH1417
 LH1417  STATE/COUNTY-  NE/KEARNEY
 LH1417  COUNTRY     -  US
 LH1417  USGS QUAD   -  MINDEN NORTH (2017)
 LH1417
 LH1417                         *CURRENT SURVEY CONTROL
 LH1417  ______________________________________________________________________
 LH1417* NAD 83(2011) POSITION- 40 30 40.45549(N) 098 56 42.54350(W)   ADJUSTED
 LH1417* NAD 83(2011) ELLIP HT-   631.632 (meters)        (06/27/12)   ADJUSTED
 LH1417* NAD 83(2011) EPOCH   -  2010.00
 LH1417* NAVD 88 ORTHO HEIGHT -   656.70  (meters)     2154.5   (feet) GPS OBS
 LH1417  ______________________________________________________________________
 LH1417  NAVD 88 orthometric height was determined with an earlier geoid model
 LH1417  GEOID HEIGHT    -        -25.040 (meters)                     GEOID18
 LH1417  NAD 83(2011) X  -   -755,132.505 (meters)                     COMP
 LH1417  NAD 83(2011) Y  - -4,797,438.231 (meters)                     COMP
 LH1417  NAD 83(2011) Z  -  4,121,719.008 (meters)                     COMP
 LH1417  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 LH1417
 LH1417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LH1417  Standards:
 LH1417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LH1417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LH1417  -------------------------------------------------------------------
 LH1417  NETWORK    0.52   1.16           0.24   0.18   0.59     -0.08441940
 LH1417  -------------------------------------------------------------------
 LH1417  Click here for local accuracies and other accuracy information.
 LH1417
 LH1417.This mark is at Pioneer Village Fld Airport (0V3)
 LH1417
 LH1417.The horizontal coordinates were established by GPS observations
 LH1417.and adjusted by the National Geodetic Survey in June 2012.
 LH1417
 LH1417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LH1417.been affixed to the stable North American tectonic plate. See 
 LH1417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LH1417
 LH1417.The horizontal coordinates are valid at the epoch date displayed above
 LH1417.which is a decimal equivalence of Year/Month/Day.
 LH1417
 LH1417.The orthometric height was determined by GPS observations and a
 LH1417.high-resolution geoid model.
 LH1417
 LH1417.GPS derived orthometric heights for airport stations designated as
 LH1417.PACS or SACS are published to 2 decimal places.  This maintains
 LH1417.centimeter relative accuracy between the PACS and SACS.  It does
 LH1417.not indicate centimeter accuracy relative to other marks which are
 LH1417.part of the published vertical control network.
 LH1417
 LH1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1417.GEOID18 height accuracy estimate available here.
 LH1417
 LH1417.Click photographs - Photos may exist for this station.
 LH1417
 LH1417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1417
 LH1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1417
 LH1417.The ellipsoidal height was determined by GPS observations
 LH1417.and is referenced to NAD 83.
 LH1417
 LH1417. The following values were computed from the NAD 83(2011) position.
 LH1417
 LH1417;                    North         East     Units Scale Factor Converg.
 LH1417;SPC NE       -    75,813.275   589,382.879   MT  0.99980790   +0 41 56.6
 LH1417;SPC NE       -   248,730.72  1,933,667.00   sFT  0.99980790   +0 41 56.6
 LH1417;UTM  14      - 4,484,503.554   504,646.794   MT  0.99960027   +0 02 08.3
 LH1417
 LH1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1417!SPC NE       -   0.99990093  x   0.99980790  =   0.99970885
 LH1417!UTM  14      -   0.99990093  x   0.99960027  =   0.99950124
 LH1417
 LH1417:                Primary Azimuth Mark                     Grid Az
 LH1417:SPC NE       -  WARP MCBRIDE                             345 53 46.8
 LH1417:UTM  14      -  WARP MCBRIDE                             346 33 35.1
 LH1417
 LH1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0464684503(NAD 83)
 LH1417
 LH1417|---------------------------------------------------------------------|
 LH1417| PID    Reference Object                     Distance      Geod. Az  |
 LH1417|                                                           dddmmss.s |
 LH1417| LH1416 WARP MCBRIDE                        APPROX. 0.6 KM 3463543.4 |
 LH1417|---------------------------------------------------------------------|
 LH1417
 LH1417                          SUPERSEDED SURVEY CONTROL
 LH1417
 LH1417  NAD 83(2007)-  40 30 40.45542(N)    098 56 42.54415(W) AD(2002.00) 0
 LH1417  ELLIP H (02/10/07)  631.656  (m)                       GP(2002.00)    
 LH1417  ELLIP H (12/31/01)  631.643  (m)                       GP(       ) 4 1
 LH1417  NAD 83(1995)-  40 30 40.45522(N)    098 56 42.54361(W) AD(       ) 1
 LH1417  ELLIP H (09/18/97)  631.686  (m)                       GP(       ) 4 1
 LH1417  NAD 83(1995)-  40 30 40.45526(N)    098 56 42.54332(W) AD(       ) 3
 LH1417  ELLIP H (08/18/97)  631.688  (m)                       GP(       ) 4 1
 LH1417  NAD 83(1986)-  40 30 40.46238(N)    098 56 42.54362(W) AD(       ) 3
 LH1417  NGVD 29 (02/23/90)  656.32   (m)  RAPSU86  model used  GPS OBS        
 LH1417
 LH1417.Superseded values are not recommended for survey control.
 LH1417
 LH1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1417.See file dsdata.pdf to determine how the superseded data were derived.
 LH1417
 LH1417_MARKER: I = METAL ROD
 LH1417_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1417_STAMPING: WARP MCBRIDE AZ MK 1989
 LH1417_MARK LOGO: NGS
 LH1417_PROJECTION: RECESSED 2 CENTIMETERS
 LH1417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1417+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1997
 LH1417_ROD/PIPE-DEPTH: 19.9 meters
 LH1417_SLEEVE-DEPTH  : 0.95 meters
 LH1417
 LH1417  HISTORY     - Date     Condition        Report By
 LH1417  HISTORY     - 1989     MONUMENTED       NGS
 LH1417  HISTORY     - 19950727 GOOD             NGS
 LH1417  HISTORY     - 19970712 GOOD             NGS
 LH1417
 LH1417                          STATION DESCRIPTION
 LH1417
 LH1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1417'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MINDEN, AT THE
 LH1417'MINDEN/PIONEER VILLAGE FIELD, WEST OF RUNWAY 16-34 AND ABOUT 231 M
 LH1417'(757.9 FT) NORTH OF RUNWAY END 34.  OWNERSHIP--MINDEN AIRPORT
 LH1417'AUTHORITY, P.O. BOX 295, MINDEN, NE 68959.  AIRPORT MANAGER IS BRIAN
 LH1417'WILLIAMS, TELPHONE  IS 308-832-2772.
 LH1417'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND
 LH1417'STATE HIGHWAY 10, IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR 1.44 KM
 LH1417'(0.90 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.31 KM
 LH1417'(0.20 MI) TO A GRAVEL ROAD LEFT AT A PAVED TURN-AROUND.  BEAR LEFT AND
 LH1417'GO NORTHEAST ON THE GRAVEL ROAD, THEN EAST ON A RAMP FOR 0.14 KM
 LH1417'(0.10 MI) TO RUNWAY 16-34.  TURN RIGHT AND GO SOUTH KEEPING TO THE
 LH1417'SIDE OF THE RUNWAY FOR 0.60 KM (0.35 MI) TO THE STATION ON THE RIGHT
 LH1417'AT TWO VASI LIGHTS.
 LH1417'THE STATION IS 27.6 M (90.6 FT) WEST-SOUTHWEST OF THE RUNWAY
 LH1417'CENTERLINE, 3.4 M (11.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 LH1417'CONCRETE VASI LIGHT PAD, 3.2 M (10.5 FT) NORTHEAST OF THE NORTHEAST
 LH1417'CORNER OF THE CONCRETE VASI LIGHT PAD.
 LH1417'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1417'DESCRIBED BY R.D.BALL.
 LH1417
 LH1417                          STATION RECOVERY (1995)
 LH1417
 LH1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1417'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KEARNEY,
 LH1417'1.0 MI (1.6 KM) NORTH OF MINDEN, AT THE MINDEN/PIONEER VILLAGE FIELD
 LH1417'AIRPORT AND NEAR A SET OF PLASI LIGHTS AT THE SOUTH END OF RUNWAY
 LH1417'16/34.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, PO BOX 295, MINDEN NE
 LH1417'68959.  THE AIRPORT MANAGER IS DON BONTZ, PHONE (308) 832-0253.  TO
 LH1417'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND STATE
 LH1417'HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR 0.9 MI (1.4 KM)
 LH1417'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 LH1417'ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD LEFT AND A PAVED CUL-DE-SAC
 LH1417'AHEAD, BEAR LEFT AND GO NORTH ON A GRAVEL ROAD FOR 150 FT (45.7 M) TO
 LH1417'A TAXIWAY, BEAR RIGHT AND GO NORTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2
 LH1417'KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO SOUTH-SOUTHEAST ON THE
 LH1417'RUNWAY FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT AND TWO PLASI
 LH1417'LIGHTS.  THE STATION IS RECESSED 2 CM BELOW GROUND.  LOCATED 91.9 FT
 LH1417'(28.0 M) WEST-SOUTHWEST OF THE RUNWAY CENTER, 55.8 FT (17.0 M) WEST OF
 LH1417'A RUNWAY LIGHT (I-73), 11.6 FT (3.5 M) WEST-NORTHWEST OF THE
 LH1417'WEST-NORTHWEST CORNER OF A CONCRETE PLASI LIGHT PAD AND 10.5 FT (3.2
 LH1417'M) NORTHEAST OF THE NORTH-NORTHEAST CORNER OF THE CONCRETE PLASI LIGHT
 LH1417'PAD.  THIS STATION TO BE USED AS SACS.
 LH1417
 LH1417                          STATION RECOVERY (1997)
 LH1417
 LH1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0441 ***********************************************************************
 NO0441  DESIGNATION -  WATTS
 NO0441  PID         -  NO0441
 NO0441  STATE/COUNTY-  NE/CHERRY
 NO0441  COUNTRY     -  US
 NO0441  USGS QUAD   -  SIMEON (2017)
 NO0441
 NO0441                         *CURRENT SURVEY CONTROL
 NO0441  ______________________________________________________________________
 NO0441* NAD 83(1995) POSITION- 42 33 38.90839(N) 100 42 07.38607(W)   ADJUSTED
 NO0441* NAVD 88 ORTHO HEIGHT -   954.    (meters)     3130.    (feet) SCALED
 NO0441  ______________________________________________________________________
 NO0441  GEOID HEIGHT    -        -21.329 (meters)                     GEOID18
 NO0441  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 NO0441  HORZ ORDER      -  THIRD
 NO0441
 NO0441.The horizontal coordinates were established by classical geodetic methods
 NO0441.and adjusted by the National Geodetic Survey in August 1997.
 NO0441
 NO0441.The orthometric height was scaled from a topographic map.
 NO0441
 NO0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0441.GEOID18 height accuracy estimate available here.
 NO0441
 NO0441.Click photographs - Photos may exist for this station.
 NO0441
 NO0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0441
 NO0441. The following values were computed from the NAD 83(1995) position.
 NO0441
 NO0441;                    North         East     Units Scale Factor Converg.
 NO0441;SPC NE       -   303,070.524   442,358.523   MT  0.99982837   -0 27 54.9
 NO0441;SPC NE       -   994,323.88  1,451,304.59   sFT  0.99982837   -0 27 54.9
 NO0441;UTM  14      - 4,713,448.993   360,282.798   MT  0.99984017   -1 09 05.1
 NO0441
 NO0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0441!SPC NE       -   0.99985370  x   0.99982837  =   0.99968210
 NO0441!UTM  14      -   0.99985370  x   0.99984017  =   0.99969389
 NO0441
 NO0441:                Primary Azimuth Mark                     Grid Az
 NO0441:SPC NE       -  WATTS AZ MK                              035 54 24.7
 NO0441:UTM  14      -  WATTS AZ MK                              036 35 34.9
 NO0441
 NO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6028213448(NAD 83)
 NO0441
 NO0441|---------------------------------------------------------------------|
 NO0441| PID    Reference Object                     Distance      Geod. Az  |
 NO0441|                                                           dddmmss.s |
 NO0441| CO4808 WATTS RM 1                           12.419 METERS 02658     |
 NO0441| CO4807 WATTS AZ MK                                        0352629.8 |
 NO0441| CO4809 WATTS RM 2                           16.650 METERS 15035     |
 NO0441| NO0442 VALENTINE NAT WILDLIFE LOT 1          6.337 METERS 35414     |
 NO0441|---------------------------------------------------------------------|
 NO0441
 NO0441                          SUPERSEDED SURVEY CONTROL
 NO0441
 NO0441  NAD 83(1986)-  42 33 38.90852(N)    100 42 07.39344(W) AD(       ) 3
 NO0441  NAD 27      -  42 33 38.89700(N)    100 42 05.89600(W) AD(       ) 3
 NO0441
 NO0441.Superseded values are not recommended for survey control.
 NO0441
 NO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0441.See file dsdata.pdf to determine how the superseded data were derived.
 NO0441
 NO0441_MARKER: DS = TRIANGULATION STATION DISK
 NO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0441_STAMPING: WATTS 1949
 NO0441_MARK LOGO: CGS
 NO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0441+STABILITY: SURFACE MOTION
 NO0441
 NO0441  HISTORY     - Date     Condition        Report By
 NO0441  HISTORY     - 1949     MONUMENTED       CGS
 NO0441
 NO0441                          STATION DESCRIPTION
 NO0441
 NO0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0441'THE STATION IS LOCATED ABOUT 21.5 MILES SOUTH AND 8.0 MILES
 NO0441'WEST OF VALENTINE, ABOUT 0.5 OF A MILE SOUTH OF THE WEST
 NO0441'END OF HACKBERRY LAKE AND ABOUT 0.75 OF A MILE SOUTHWEST OF
 NO0441'THE VALENTINE, NATIONAL WILDLIFE REFUGE HEADQUARTERS BUILDING
 NO0441'AT THE SITE OF LOOKOUT TOWER NO. 1.  IT IS 16.0 FEET SOUTHEAST
 NO0441'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 13.1 FEET SOUTHWEST
 NO0441'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 4.0 FEET SOUTH
 NO0441'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED WATTS
 NO0441'1949.
 NO0441'
 NO0441'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NO0441'1.0 FOOT BELOW THE ELEVATION OF THE STATION AND 11.0 FEET
 NO0441'EAST-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  IT
 NO0441'PROJECTS 4 INCHES AND IS STAMPED WATTS NO 1 1949.
 NO0441'
 NO0441'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NO0441'3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 4
 NO0441'INCHES AND IS STAMPED WATTS NO 2 1949.
 NO0441'
 NO0441'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0441'NO. 2 IS 84.31 FEET.
 NO0441'
 NO0441'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE EAST OF THE VALENTINE,
 NO0441'NATIONAL WILDLIFE REFUGE HEADQUARTERS BUILDING, 45.0 FEET NORTH
 NO0441'OF THE CENTER OF AN OILED ROAD AND 2.2 FEET SOUTHWEST OF A
 NO0441'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED WATTS 1949.
 NO0441'
 NO0441'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO SOUTH
 NO0441'ON U.S. HIGHWAY NO. 83 TO THE JUNCTION WITH U.S. HIGHWAY NO. 20,
 NO0441'TURN LEFT ON U.S. HIGHWAY NO. 83 AND U.S. HIGHWAY NO. 20
 NO0441'AND GO EAST AND SOUTHEAST FOR 5.4 MILES TO WHERE U.S. HIGHWAY
 NO0441'NO. 83 TURNS TO THE RIGHT, TURN RIGHT ON U.S. HIGHWAY NO. 83
 NO0441'AND GO SOUTH AND SOUTHWEST FOR 11.85 MILES TO AN OILED T ROAD
 NO0441'RIGHT, TURN RIGHT ON THIS OILED ROAD AND GO WEST FOR 6.15 MILES
 NO0441'TO A FORK, TAKE THE LEFT FORK AND GO SOUTH, WEST AND SOUTH FOR
 NO0441'7.5 MILES TO THE VALENTINE, NATIONAL WILDLIFE REFUGE
 NO0441'HEADQUARTERS ON THE LEFT, CONTINUE WEST ON A SAND ROAD FOR 0.7
 NO0441'OF A MILE TO A FORK, TAKE THE LEFT FORK ACROSS A SMALL
 NO0441'BRIDGE FOR 0.15 OF A MILE TO A FORK, TAKE THE LEFT FORK ON
 NO0441'A TRACK ROAD FOR 0.55 OF A MILE TO A FORK, TAKE THE RIGHT
 NO0441'FORK FOR 0.1 OF A MILE TO LOOKOUT TOWER NO. 1 AND THE STATION
 NO0441'AS DESCRIBED.
 NO0441'
 NO0441'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.1
 NO0441'OF A MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.55 OF A MILE
 NO0441'TO A FORK, TAKE THE RIGHT FORK CROSSING A SMALL BRIDGE TO A FORK,
 NO0441'TAKE THE RIGHT FORK FOR 0.7 OF A MILE TO THE VALENTINE,
 NO0441'NATIONAL WILDLIFE REFUGE HEADQUARTERS ON THE RIGHT AND THE
 NO0441'START OF OILED ROAD, CONTINUE EASTERLY FOR 0.35 OF A MILE TO
 NO0441'TOP OF RISE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1535 ***********************************************************************
 LF1535  DESIGNATION -  WAUBONSIE 2
 LF1535  PID         -  LF1535
 LF1535  STATE/COUNTY-  NE/OTOE
 LF1535  COUNTRY     -  US
 LF1535  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1535
 LF1535                         *CURRENT SURVEY CONTROL
 LF1535  ______________________________________________________________________
 LF1535* NAD 83(1995) POSITION- 40 40 18.22956(N) 095 50 27.06483(W)   ADJUSTED
 LF1535* NAVD 88 ORTHO HEIGHT -   323.181 (meters)     1060.30  (feet) ADJUSTED
 LF1535  ______________________________________________________________________
 LF1535  GEOID HEIGHT    -        -29.273 (meters)                     GEOID18
 LF1535  LAPLACE CORR    -         -9.07  (seconds)                    DEFLEC18
 LF1535  DYNAMIC HEIGHT  -        323.011 (meters)     1059.75  (feet) COMP
 LF1535  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 LF1535
 LF1535  HORZ ORDER      -  SECOND
 LF1535  VERT ORDER      -  FIRST     CLASS II
 LF1535
 LF1535.The horizontal coordinates were established by classical geodetic methods
 LF1535.and adjusted by the National Geodetic Survey in August 1997.
 LF1535
 LF1535.The orthometric height was determined by differential leveling and
 LF1535.adjusted by the NATIONAL GEODETIC SURVEY
 LF1535.in May 1993.
 LF1535
 LF1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1535.GEOID18 height accuracy estimate available here.
 LF1535
 LF1535.Click photographs - Photos may exist for this station.
 LF1535
 LF1535.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1535
 LF1535.The dynamic height is computed by dividing the NAVD 88
 LF1535.geopotential number by the normal gravity value computed on the
 LF1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1535.degrees latitude (g = 980.6199 gals.).
 LF1535
 LF1535.The modeled gravity was interpolated from observed gravity values.
 LF1535
 LF1535. The following values were computed from the NAD 83(1995) position.
 LF1535
 LF1535;                    North         East     Units Scale Factor Converg.
 LF1535;SPC NE       -   101,541.088   851,442.433   MT  0.99976369   +2 45 22.5
 LF1535;SPC NE       -   333,139.39  2,793,440.72   sFT  0.99976369   +2 45 22.5
 LF1535;UTM  15      - 4,506,198.341   259,883.619   MT  1.00030973   -1 51 08.4
 LF1535
 LF1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1535!SPC NE       -   0.99995390  x   0.99976369  =   0.99971760
 LF1535!UTM  15      -   0.99995390  x   1.00030973  =   1.00026361
 LF1535
 LF1535:                Primary Azimuth Mark                     Grid Az
 LF1535:SPC NE       -  VAN WYKE                                 304 58 22.7
 LF1535:UTM  15      -  VAN WYKE                                 309 34 53.6
 LF1535
 LF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5988306198(NAD 83)
 LF1535
 LF1535|---------------------------------------------------------------------|
 LF1535| PID    Reference Object                     Distance      Geod. Az  |
 LF1535|                                                           dddmmss.s |
 LF1535| LF1399 SIDNEY MUNICIPAL TANK               APPROX.17.9 KM 0615736.7 |
 LF1535| LF1210 WAUBONSIE 2 RM 3                     23.677 METERS 12645     |
 LF1535| LF0953 WAUBONSIE RM 1                       18.904 METERS 20237     |
 LF1535| LF1525 WAUBONSIE 2 RM 1                     18.907 METERS 20239     |
 LF1535| LF0954 WAUBONSIE RM 2                       30.654 METERS 30718     |
 LF1535| LF1417 VAN WYKE                            APPROX.10.4 KM 3074345.2 |
 LF1535| LF1064 WAUBONSIE AZ MK                                    3301640.0 |
 LF1535|---------------------------------------------------------------------|
 LF1535
 LF1535                          SUPERSEDED SURVEY CONTROL
 LF1535
 LF1535  NAD 83(1986)-  40 40 18.23695(N)    095 50 27.06083(W) AD(       ) 2
 LF1535  NAD 27      -  40 40 18.23011(N)    095 50 26.05557(W) AD(       ) 2
 LF1535  NGVD 29             323.99   (m)         1063.0    (f) LEVELING    3  
 LF1535
 LF1535.Superseded values are not recommended for survey control.
 LF1535
 LF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1535.See file dsdata.pdf to determine how the superseded data were derived.
 LF1535
 LF1535_MARKER: DS = TRIANGULATION STATION DISK
 LF1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1535_STAMPING: WAUBONSIE 2 1953
 LF1535_MARK LOGO: CGS
 LF1535_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1535+STABILITY: SURFACE MOTION
 LF1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1535+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1535
 LF1535  HISTORY     - Date     Condition        Report By
 LF1535  HISTORY     - 1953     MONUMENTED       CGS
 LF1535  HISTORY     - 1953     GOOD             CGS
 LF1535  HISTORY     - 1967     GOOD             CGS
 LF1535  HISTORY     - 1975     GOOD             USGS
 LF1535  HISTORY     - 1980     GOOD             NGS
 LF1535  HISTORY     - 19800623 GOOD             NGS
 LF1535  HISTORY     - 19911024 GOOD             NGS
 LF1535
 LF1535                          STATION DESCRIPTION
 LF1535
 LF1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 LF1535'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 9, T. 8N., R 14 E.
 LF1535'IN THE LIMITS OF NEBRASKA CITY, ON A BLUFF OVERLOOKING THE
 LF1535'MISSOURI RIVER, ABOUT 0.5 MILE SOUTHWEST OF THE SOUTH END OF THE
 LF1535'WAUBONSIE TOLL BRIDGE AND ABOUT 200 YARDS WEST OF THE PROJECTED
 LF1535'CENTERLINE OF BRIDGE ROAD, AND 150 FEET NORTHEAST OF HOUSE ON THE
 LF1535'EDGE OF PROPERTY TERRECED AND PLANTED IN FLOWERS.
 LF1535'
 LF1535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 LF1535'STATE HIGHWAY 2, GO EAST ON STATE HIGHWAY 2 FOR 0.7 MILE, TAKE
 LF1535'RIGHT FORK UP A HILL JUST AFTER CROSSING RAILROAD TRACKS AND SMALL
 LF1535'BRIDGE, CONTINUE ON PAVED STREET FOR 0.2 MILE TO DIRT STREET
 LF1535'LEFT, TURN LEFT, NORTH, AND GO 1 BLOCK TO T-INTERSECTION, TURN
 LF1535'RIGHT AND GO EAST FOR ONE-HALF BLOCK TO STATION ON THE LEFT.
 LF1535'
 LF1535'STATION IS 150 FEET EAST OF T ROAD INTERSECTION AND 20 FEET
 LF1535'NORTH OF THE CENTER OF A GRADED DIRT STREET.  THE MARK IS SET
 LF1535'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LF1535'STAMPED WAUBONSIE 2 1953.
 LF1535'
 LF1535'REFERENCE MARK 1 IS 40 FEET SOUTH OF THE CENTER OF GRADED
 LF1535'DIRT STREET AND 6 FEET SOUTH OF FENCE IN SMALL GARDEN.  THE MARK
 LF1535'PROJECTS 4 INCHES AND THE DISK IS STAMPED WAUBONSIE 2 NO 1 1953.
 LF1535'
 LF1535'REFERENCE MARK 2 IS IN THE SOUTH EDGE OF FLOWER GARDEN, 35 FEET
 LF1535'NORTH OF THE CENTER OF A GRADED DIRT STREET.  THE MARK IS SET
 LF1535'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LF1535'WAUBONSIE 2 NO 2 1953.
 LF1535
 LF1535                          STATION RECOVERY (1953)
 LF1535
 LF1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 LF1535'RECOVERED IN GOOD CONDITION.
 LF1535
 LF1535                          STATION RECOVERY (1967)
 LF1535
 LF1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LF1535'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LF1535'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE TO REACH THE
 LF1535'STATION AND DESCIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LF1535'
 LF1535'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 LF1535'BUT MARK WAS NOT VISIBLE FROM THE STATION WITHOUT DOING
 LF1535'CONSIDERABLE AMOUNT OF CLEARING.  NO SUITABLE PLACE TO SET A NEW
 LF1535'AZIMUTH MARK.
 LF1535'
 LF1535'FOLLOWING IS A TO REACH FOR THE AZIMUTH MARK.
 LF1535'
 LF1535'TO REACH THE AZIMUTH MARK FROM THE UNION PACIFIC RAILROAD DEPOT
 LF1535'IN NEBRASKA CITY, GO EAST FOR 0.05 MILE TO A ROAD ON THE LEFT.
 LF1535'TURN LEFT AND GO NORTH FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 LF1535'LEFT, CROSSING RAILROAD TRACKS AND GO WEST AND NORTH AND
 LF1535'PASSING THE POWER AND LIGHT COMPANY BUILDING FOR 0.15 MILE TO A
 LF1535'ROAD FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A ROAD FORK.
 LF1535'TAKE THE RIGHT FORK AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 LF1535'LEFT AT THE SOUTHEAST SIDE OF AN OPEN FIELD.
 LF1535'
 LF1535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT NEBRASKA CITY
 LF1535
 LF1535                          STATION RECOVERY (1975)
 LF1535
 LF1535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF1535'WAUBONSIE 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LF1535
 LF1535                          STATION RECOVERY (1980)
 LF1535
 LF1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1535'SUBSURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LF1535'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING
 LF1535'BADLY.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND THERE IS NO
 LF1535'SUITABLE LOCATION FOR ANOTHER.  REFERENCE MARK 3 WAS SET AND SEVERAL
 LF1535'OBJECTS WERE OBSERVED UPON AND A POLARIS OBSERVATION TAKEN.  THE
 LF1535'DISTANCE TO REFERENCE MARK 1 WAS 0.003 METER LONGER THAN 1953 DATA
 LF1535'AND THE DIRECTION WAS 44 SECONDS LARGER THAN 1953 DATA.  THE DIRECTION
 LF1535'TO THE SIDNEY MUNICIPAL TANK WAS 4.8 SECONDS LARGER THAN AN INVERSE
 LF1535'COMPUTED AZIMUTH.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LF1535'
 LF1535'THE STATION IS IN THE SOUTHEAST PART OF NEBRASKA CITY, OPPOSITE A
 LF1535'HOUSE AT 418 3RD TERRACE AND ON ROAD RIGHT-OF-WAY.
 LF1535'
 LF1535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 LF1535'HIGHWAY 2, IN NEBRASKA CITY, GO EAST ON STATE HIGHWAY 2 FOR 0.8 MILE
 LF1535'TO 3RD TERRACE ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON 3RD
 LF1535'TERRACE, UP A STEEP HILL, FOR 0.25 MILE TO THE TOP OF THE HILL AND THE
 LF1535'STATION ON LEFT, ON THE NORTHEAST SLOPE.
 LF1535'
 LF1535'TO REACH THE AZIMUTH MARK FROM THE UNION PACIFIC RAILROAD DEPOT, GO
 LF1535'EAST FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY FOR 0.3
 LF1535'MILE TO A SIDE ROAD LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS, AND
 LF1535'GO WEST, THEN NORTH, PASSING ALONG THE WEST SIDE OF THE POWER AND
 LF1535'LIGHT COMPANY BUILDING, FOR 0.15 MILE TO A FORK, BEAR RIGHT FOR 0.05
 LF1535'MILE TO ANOTHER FORK.  BEAR RIGHT AND GO EAST FOR 0.05 MILE TO A
 LF1535'CURVE IN THE ROAD TO THE NORTH AND THE AZIMUTH MARK ON THE LEFT.
 LF1535'
 LF1535'SUBSURFACE STATION MARK IS A STANDARD DISK, STAMPED---WAUBONSIE 2
 LF1535'1953---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 12 INCHES
 LF1535'BELOW THE GROUND SURFACE.  IT IS 91.6 FEET NORTHEAST OF THE NORTHEAST
 LF1535'CORNER OF A HOUSE, 81.4 FEET NORTHWEST OF A POWERLINE POLE, 17.5 FEET
 LF1535'NORTHEAST OF THE CENTERLINE OF 3RD TERRACE, 2.8 FEET SOUTHWEST OF A
 LF1535'WITNESS POST AND DIRECTLY ACROSS THE ROAD FROM THE CENTER OF THE
 LF1535'DRIVEWAY FOR 418 3RD TERRACE.  UNDERGROUND MARK WAS NOT INSPECTED.
 LF1535'
 LF1535'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---WAUBONSIE 2 NO 1
 LF1535'1953---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6
 LF1535'INCHES.  IT IS 44.0 FEET SOUTHWEST OF THE CENTERLINE OF 3RD TERRACE,
 LF1535'32.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 3.0
 LF1535'FEET SOUTHEAST OF A SPLIT RAIL FENCE AND ABOUT 4 FEET HIGHER THAN THE
 LF1535'STATION.
 LF1535'
 LF1535'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---WAUBONSIE 1934 NO 3
 LF1535'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LF1535'INCHES.  IT IS 78.5 FEET SOUTHEAST OF THE WITNESS POST, 15.5 FEET
 LF1535'NORTHEAST OF THE CENTERLINE OF 3RD TERRACE, 3.2 FEET NORTHWEST OF A
 LF1535'POWERLINE POLE AND ABOUT 1-1/2 FOOT LOWER THAN THE STATION.
 LF1535'
 LF1535'AZIMUTH MARK IS A STANDARD DISK, STAMPED---WAUBONSIE 1934--- SET IN
 LF1535'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 48.5
 LF1535'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 20.5 FEET WEST OF THE
 LF1535'CENTERLINE OF THE ROAD.
 LF1535'
 LF1535'THE TOP CENTER OF THE DOME, A RED LIGHT ON THE MAST AND THE CENTER OF
 LF1535'THE CROSS WERE OBSERVED UPON.  THE RED LIGHT IS NOT THE CENTER OF THE
 LF1535'MAST BUT WAS USED IN ORDER TO OBSERVE POLARIS.
 LF1535
 LF1535                          STATION RECOVERY (1980)
 LF1535
 LF1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1535'THE SURFACE STATION MARK, RM 1 AND THE AZIMUTH MARK  WERE RECOVERED IN
 LF1535'GOOD CONDITION.  RM 2 WAS FOUND LEANING BADLY.  THE AZIMUTH MARK IS
 LF1535'OBSTRUCTED BY TREES AND THERE IS NO SUITABLE LOCATION FOR ANOTHER.
 LF1535'RM 3 WAS SET AND SEVERAL DISTANCE OBJECTS WERE OBSERVED UPON AND A
 LF1535'POLARIS OBSERVATION WAS TAKEN.  THE DISTANCE AND DIRECTION TO RM 1
 LF1535'AGREED WITH PREVIOUS DATA AND THE DIRECTION  TO THE SIDNEY MUNICIPAL
 LF1535'TANK AGREED WITH AN INVERSED DIRECTION.  A NEW DESCRIPTION FOLLOWS.
 LF1535'THE STATION IS IN THE SOUTHEAST PART OF NEBRASKA CITY, OPPOSITE A
 LF1535'HOUSE AT 418 3RD TERRACE AND ON ROAD RIGHT-OF-WAY.
 LF1535'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 2
 LF1535'IN NEBRASKA CITY, GO EAST ON HIGHWAY 2 FOR 0.8 MI (1.3 KM) TO 3RD
 LF1535'TERRACE ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON 3RD TERRACE, UP
 LF1535'A STEEP HILL, FOR 0.25 MI (0.40 KM) TO THE TOP OF THE HILL AND THE
 LF1535'STATION ON THE LEFT, ON THE NORTHEAST SLOPE.
 LF1535'THE SURFACE STATION DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST
 LF1535'THAT IS RECESSED 12 IN BELOW THE GROUND SURFACE.  IT IS 91.6 FT
 LF1535'(27.9 M) NORTHEAST FROM THE NORTHEAST CORNER OF A HOUSE, 81.4 FT
 LF1535'(24.8 M) NORTHWEST FROM A POWER POLE, 17.5 FT (5.3 M) NORTHEAST FROM
 LF1535'THE CENTERLINE OF 3RD TERRACE AND DIRECTLY ACROSS THE ROAD FROM THE
 LF1535'DRIVEWAY FOR 418 3RD TERRACE.  THE UNDERGROUND MARK WAS NOT
 LF1535'INSPECTED.
 LF1535
 LF1535                          STATION RECOVERY (1991)
 LF1535
 LF1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1535'1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1535'JUNCTION OF STATE HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.4 KM
 LF1535'(0.25 MI) SOUTHEASTERLY ALONG 3RD TERRACE, 24.8 M (81.4 FT) NORTHWEST
 LF1535'OF UTILITY POLE NUMBER DS 54, 23.6 M (77.4 FT) NORTHWEST OF REFERENCE
 LF1535'MARK 3, 21.6 M (70.9 FT) WEST OF THE WEST CORNER OF A HOUSE, 19.0 M
 LF1535'(62.3 FT) NORTH-NORTHEAST OF REFERENCE MARK 1, 5.2 M (17.1 FT)
 LF1535'NORTHEAST OF THE CENTER OF THE TERRACE, 0.3 M (1.0 FT) BELOW THE
 LF1535'LEVEL OF THE TERRACE, AND THE MONUMENT IS RECESSED 0.15 M (0.49 FT)
 LF1535'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1525 ***********************************************************************
 LF1525  DESIGNATION -  WAUBONSIE 2 RM 1
 LF1525  PID         -  LF1525
 LF1525  STATE/COUNTY-  NE/OTOE
 LF1525  COUNTRY     -  US
 LF1525  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1525
 LF1525                         *CURRENT SURVEY CONTROL
 LF1525  ______________________________________________________________________
 LF1525* NAD 83(1986) POSITION- 40 40 17.66   (N) 095 50 27.37   (W)   HD_HELD1
 LF1525* NAVD 88 ORTHO HEIGHT -   324.887 (meters)     1065.90  (feet) ADJUSTED
 LF1525  ______________________________________________________________________
 LF1525  GEOID HEIGHT    -        -29.273 (meters)                     GEOID18
 LF1525  DYNAMIC HEIGHT  -        324.717 (meters)     1065.34  (feet) COMP
 LF1525  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 LF1525
 LF1525  VERT ORDER      -  FIRST     CLASS II
 LF1525
 LF1525.The horizontal coordinates were determined by differentially corrected
 LF1525.hand held GPS observations or other comparable positioning techniques
 LF1525.and have an estimated accuracy of +/- 3 meters.
 LF1525
 LF1525.The orthometric height was determined by differential leveling and
 LF1525.adjusted by the NATIONAL GEODETIC SURVEY
 LF1525.in May 1993.
 LF1525
 LF1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1525.GEOID18 height accuracy estimate available here.
 LF1525
 LF1525.Click photographs - Photos may exist for this station.
 LF1525
 LF1525.The dynamic height is computed by dividing the NAVD 88
 LF1525.geopotential number by the normal gravity value computed on the
 LF1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1525.degrees latitude (g = 980.6199 gals.).
 LF1525
 LF1525.The modeled gravity was interpolated from observed gravity values.
 LF1525
 LF1525;                    North         East    Units  Estimated Accuracy
 LF1525;SPC NE       -   101,523.2     851,436.1     MT  (+/- 3 meters HH1 GPS) 
 LF1525
 LF1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5987506181(NAD 83)
 LF1525
 LF1525                          SUPERSEDED SURVEY CONTROL
 LF1525
 LF1525.No superseded survey control is available for this station.
 LF1525
 LF1525_MARKER: DR = REFERENCE MARK DISK
 LF1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1525_STAMPING: WAUBONSIE 2 NO 1 1953
 LF1525_MARK LOGO: CGS
 LF1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1525+STABILITY: SURFACE MOTION
 LF1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1525+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1525
 LF1525  HISTORY     - Date     Condition        Report By
 LF1525  HISTORY     - 1953     MONUMENTED       CGS
 LF1525  HISTORY     - 19800623 GOOD             NGS
 LF1525  HISTORY     - 19911024 GOOD             NGS
 LF1525
 LF1525                          STATION DESCRIPTION
 LF1525
 LF1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LF1525'THE MARK WAS FOUND IN GOOD CONDITION AND IS LOCATED IN THE SOUTHEAST
 LF1525'PART OF NEBRASKA CITY, AT A HOUSE AT 418 3RD TERRACE.
 LF1525'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6
 LF1525'IN ABOVE THE GROUND SURFACE.  IT 44.0 FT (13.4 M) SOUTHWEST FROM THE
 LF1525'CENTERLINE OF 3RD TERRACE, 32.5 NORTH-NORTHEAST FROM THE NORTHEAST
 LF1525'CORNER OF THE HOUSE AND 3.0 FEET SOUTHEAST FROM A SPLIT-RAIL FENCE.
 LF1525
 LF1525                          STATION RECOVERY (1991)
 LF1525
 LF1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1525'1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1525'JUNCTION OF STATE HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.4 KM
 LF1525'(0.25 MI) SOUTHEASTERLY ALONG 3RD TERRACE, 26.6 M (87.3 FT) WEST OF
 LF1525'REFERENCE MARK 3, 19.0 M (62.3 FT) SOUTH-SOUTHWEST OF TRIANGULATION
 LF1525'STATION WAUBONSIE RESET, 23.4 M (76.8 FT) SOUTHWEST OF THE CENTER OF
 LF1525'THE TERRACE, 10.0 M (32.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 LF1525'OF A HOUSE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE TERRACE, 0.9 M (3.0
 LF1525'FT) SOUTHEAST OF A FENCE, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT)
 LF1525'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1210 ***********************************************************************
 LF1210  DESIGNATION -  WAUBONSIE 2 RM 3
 LF1210  PID         -  LF1210
 LF1210  STATE/COUNTY-  NE/OTOE
 LF1210  COUNTRY     -  US
 LF1210  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1210
 LF1210                         *CURRENT SURVEY CONTROL
 LF1210  ______________________________________________________________________
 LF1210* NAD 83(1986) POSITION- 40 40 17.77   (N) 095 50 26.26   (W)   HD_HELD1
 LF1210* NAVD 88 ORTHO HEIGHT -   323.360 (meters)     1060.89  (feet) ADJUSTED
 LF1210  ______________________________________________________________________
 LF1210  GEOID HEIGHT    -        -29.274 (meters)                     GEOID18
 LF1210  DYNAMIC HEIGHT  -        323.191 (meters)     1060.34  (feet) COMP
 LF1210  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 LF1210
 LF1210  VERT ORDER      -  FIRST     CLASS II
 LF1210
 LF1210.The horizontal coordinates were determined by differentially corrected
 LF1210.hand held GPS observations or other comparable positioning techniques
 LF1210.and have an estimated accuracy of +/- 3 meters.
 LF1210
 LF1210.The orthometric height was determined by differential leveling and
 LF1210.adjusted by the NATIONAL GEODETIC SURVEY
 LF1210.in May 1993.
 LF1210
 LF1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1210.GEOID18 height accuracy estimate available here.
 LF1210
 LF1210.Click photographs - Photos may exist for this station.
 LF1210
 LF1210.The dynamic height is computed by dividing the NAVD 88
 LF1210.geopotential number by the normal gravity value computed on the
 LF1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1210.degrees latitude (g = 980.6199 gals.).
 LF1210
 LF1210.The modeled gravity was interpolated from observed gravity values.
 LF1210
 LF1210;                    North         East    Units  Estimated Accuracy
 LF1210;SPC NE       -   101,527.8     851,462.0     MT  (+/- 3 meters HH1 GPS) 
 LF1210
 LF1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5990206183(NAD 83)
 LF1210
 LF1210                          SUPERSEDED SURVEY CONTROL
 LF1210
 LF1210.No superseded survey control is available for this station.
 LF1210
 LF1210_MARKER: DR = REFERENCE MARK DISK
 LF1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1210_STAMPING: WAUBONSIE 1934 NO 3 1980
 LF1210_MARK LOGO: NGS
 LF1210_PROJECTION: PROJECTING 10 CENTIMETERS
 LF1210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LF1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1210+STABILITY: SURFACE MOTION
 LF1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1210+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1210
 LF1210  HISTORY     - Date     Condition        Report By
 LF1210  HISTORY     - 1980     MONUMENTED       NGS
 LF1210  HISTORY     - 19800623 GOOD             NGS
 LF1210  HISTORY     - 19911024 GOOD             NGS
 LF1210
 LF1210                          STATION DESCRIPTION
 LF1210
 LF1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1210'IN NEBRASKA CITY.
 LF1210'THE MARK IS ABOVE LEVEL WITH 3RD TERRACE.
 LF1210'0.8 MILES EAST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH U.S.
 LF1210'HIGHWAY 75 IN NEBRASKA CITY, THENCE 0.25 MILE SOUTHEAST ALONG 3RD
 LF1210'TERRACE TO THE MARK ON THE LEFT, 77.6 FEET SOUTHEAST OF STATION
 LF1210'WAUBONSIE, 15.5 FEET NORTHEAST OF THE CENTERLINE OF 3RD TERRACE, 3.2
 LF1210'FEET NORTHWEST OF A POWERLINE POLE.
 LF1210'THE MARK IS 78.5 FT  SE FROM A WITNESS POST.
 LF1210
 LF1210                          STATION RECOVERY (1980)
 LF1210
 LF1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1210'THE MARK WHICH WAS SET IN 1980, IS ALSO A BENCH MARK.  IT IS IN THE
 LF1210'SOUTHEAST PART OF NEBRASKA, JUST NORTHEAST AND ACROSS THE STREET FROM
 LF1210'A HOUSE AT 418 3RD TERRACE AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE
 LF1210'JUNCTION OF U.S.  HIGHWAY 75 AND STATE HIGHWAY 2, IN NEBRASKA CITY, GO
 LF1210'EAST ON HIGHWAY 2 FOR 0.8 MI (1.3 KM) THE 3RD TERRACE ON THE RIGHT.
 LF1210'TURN RIGHT AND GO SOUTHEAST, UP A STEEP HILL, FOR 0.25 MI (0.40 KM) TO
 LF1210'THE MARK ON THE LEFT. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LF1210'POST THAT PROJECTS 4 IN ABOVE THE GROUND.  IT IS 78.5 FT (23.9 M)
 LF1210'SOUTHEAST FROM A WITNESS POST, 15.5 FT (4.7 M) NORTHEAST FROM THE
 LF1210'CENTERLINE OF 3RD TERRACE AND 3.2 FT (1.0 M) NORTHWEST FROM A POWER
 LF1210'POLE. TRACK.  REBAR WAS PLACED IN THE MARK.
 LF1210
 LF1210                          STATION RECOVERY (1991)
 LF1210
 LF1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1210'1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1210'JUNCTION OF STATE HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.4 KM
 LF1210'(0.25 MI) SOUTHEASTERLY ALONG 3RD TERRACE, 26.6 M (87.3 FT) EAST OF
 LF1210'REFERENCE MARK 1, 23.6 M (77.4 FT) SOUTHEAST OF TRIANGULATION STATION
 LF1210'WAUBONSIE RESET, 14.7 M (48.2 FT) SOUTH OF THE WEST CORNER OF A
 LF1210'HOUSE, 4.1 M (13.5 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE
 LF1210'TERRACE, 0.6 M (2.0 FT) SOUTHEAST OF THE SOUTH CORNER OF UTILITY
 LF1210'PEDESTAL NUMBER 25 9047, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LF1210'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1064 ***********************************************************************
 LF1064  DESIGNATION -  WAUBONSIE AZ MK
 LF1064  PID         -  LF1064
 LF1064  STATE/COUNTY-  NE/OTOE
 LF1064  COUNTRY     -  US
 LF1064  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1064
 LF1064                         *CURRENT SURVEY CONTROL
 LF1064  ______________________________________________________________________
 LF1064* NAD 83(1986) POSITION- 40 40 56.     (N) 095 50 53.     (W)   SCALED
 LF1064* NAVD 88 ORTHO HEIGHT -   300.799 (meters)      986.87  (feet) ADJUSTED
 LF1064  ______________________________________________________________________
 LF1064  GEOID HEIGHT    -        -29.216 (meters)                     GEOID18
 LF1064  DYNAMIC HEIGHT  -        300.642 (meters)      986.36  (feet) COMP
 LF1064  MODELED GRAVITY -    980,093.2   (mgal)                       NAVD 88
 LF1064
 LF1064  VERT ORDER      -  FIRST     CLASS II
 LF1064
 LF1064.The horizontal coordinates were scaled from a map and have
 LF1064.an estimated accuracy of +/- 6 seconds.
 LF1064
 LF1064.The orthometric height was determined by differential leveling and
 LF1064.adjusted by the NATIONAL GEODETIC SURVEY
 LF1064.in June 1991.
 LF1064
 LF1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1064.GEOID18 height accuracy estimate available here.
 LF1064
 LF1064.Click photographs - Photos may exist for this station.
 LF1064
 LF1064.The dynamic height is computed by dividing the NAVD 88
 LF1064.geopotential number by the normal gravity value computed on the
 LF1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1064.degrees latitude (g = 980.6199 gals.).
 LF1064
 LF1064.The modeled gravity was interpolated from observed gravity values.
 LF1064
 LF1064;                    North         East    Units  Estimated Accuracy
 LF1064;SPC NE       -   102,680.      850,780.      MT  (+/- 180 meters Scaled)
 LF1064
 LF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF593073(NAD 83)
 LF1064
 LF1064                          SUPERSEDED SURVEY CONTROL
 LF1064
 LF1064  NGVD 29 (??/??/92)  300.688  (m)          986.51   (f) ADJ UNCH    1 2
 LF1064
 LF1064.Superseded values are not recommended for survey control.
 LF1064
 LF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1064.See file dsdata.pdf to determine how the superseded data were derived.
 LF1064
 LF1064_MARKER: DZ = AZIMUTH MARK DISK
 LF1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1064_STAMPING: WAUBONSIE 1934
 LF1064_MARK LOGO: CGS
 LF1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1064+STABILITY: SURFACE MOTION
 LF1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1064+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1064
 LF1064  HISTORY     - Date     Condition        Report By
 LF1064  HISTORY     - 1934     MONUMENTED       CGS
 LF1064  HISTORY     - 1947     GOOD             CGS
 LF1064  HISTORY     - 19800623 GOOD             NGS
 LF1064  HISTORY     - 19911024 GOOD             NGS
 LF1064
 LF1064                          STATION DESCRIPTION
 LF1064
 LF1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1064'AT NEBRASKA CITY.
 LF1064'AT THE CITY RESERVOIR AT NEBRASKA CITY, 64.5 FEET NORTHWEST OF
 LF1064'THE NORTH END OF A GATE AT THE NORTHWEST CORNER OF THE RESERVOIR,
 LF1064'48.0 FEET NORTH OF THE CENTER LINE OF A DIRT STREET, 22.8 FEET
 LF1064'SOUTH OF A TELEPHONE POLE, 20.0 FEET WEST OF THE CENTER LINE OF A
 LF1064'DIRT STREET, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 LF1064'OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 LF1064'GROUND.
 LF1064
 LF1064                          STATION RECOVERY (1980)
 LF1064
 LF1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1064'THE MARK WAS FOUND IN APPARENT GOOD CONDITION.  IT IS LOCATED IN
 LF1064'NEBRASKA CITY, ABOUT 0.5 MI (0.8 KM) NORTH FROM THE UNION PACIFIC
 LF1064'DEPOT.
 LF1064'TO REACH FROM THE UNION PACIFIC DEPOT, GO EAST FOR 0.05 MI (0.08 KM)
 LF1064'TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY FOR 0.3 MI (0.5 KM) TO A
 LF1064'SIDE ROAD LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS, AND GO WEST,
 LF1064'THEN NORTH, PASSING ALONG THE WEST SIDE OF THE POWER AND LIGHT
 LF1064'COMPANY BUILDING, FOR 0.15 MI (0.24 KM) TO A FORK, BEAR RIGHT FOR
 LF1064'0.05 MI (0.08 KM) TO ANOTHER FORK.  BEAR RIGHT AND GO EAST FOR 0.05
 LF1064'MI (0.08 KM) TO A CURVE IN THE ROAD TO THE NORTH AND THE MARK ON THE
 LF1064'LEFT.
 LF1064'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 LF1064'IN ABOVE THE GROUND.  IT IS 48.5 FT (14.8 M) NORTH FROM THE
 LF1064'CENTERLINE OF THE ROAD AND 20.5 FT (6.2 M) WEST FROM THE CENTERLINE
 LF1064'OF THE ROAD.
 LF1064
 LF1064                          STATION RECOVERY (1991)
 LF1064
 LF1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1064'IN NEBRASKA CITY, AT THE INTERSECTION OF 5TH AVENUE AND 3RD STREET,
 LF1064'16.3 M (53.5 FT) NORTH OF THE CENTER OF THE AVENUE, 6.6 M (21.7 FT)
 LF1064'WEST OF THE CENTER OF THE STREET, 6.3 M (20.7 FT) NORTH OF A UTILITY
 LF1064'POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, 0.3 M (1.0 FT)
 LF1064'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LF1064'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0954 ***********************************************************************
 LF0954  DESIGNATION -  WAUBONSIE RM 2
 LF0954  PID         -  LF0954
 LF0954  STATE/COUNTY-  NE/OTOE
 LF0954  COUNTRY     -  US
 LF0954  USGS QUAD   -  NEBRASKA CITY (2017)
 LF0954
 LF0954                         *CURRENT SURVEY CONTROL
 LF0954  ______________________________________________________________________
 LF0954* NAD 83(1986) POSITION- 40 40 18.83   (N) 095 50 28.10   (W)   HD_HELD1
 LF0954* NAVD 88 ORTHO HEIGHT -   323.076 (meters)     1059.96  (feet) ADJUSTED
 LF0954  ______________________________________________________________________
 LF0954  GEOID HEIGHT    -        -29.272 (meters)                     GEOID18
 LF0954  DYNAMIC HEIGHT  -        322.906 (meters)     1059.40  (feet) COMP
 LF0954  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 LF0954
 LF0954  VERT ORDER      -  SECOND    CLASS 0
 LF0954
 LF0954.The horizontal coordinates were determined by differentially corrected
 LF0954.hand held GPS observations or other comparable positioning techniques
 LF0954.and have an estimated accuracy of +/- 3 meters.
 LF0954
 LF0954.The orthometric height was determined by differential leveling and
 LF0954.adjusted by the NATIONAL GEODETIC SURVEY
 LF0954.in June 1991.
 LF0954
 LF0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0954.GEOID18 height accuracy estimate available here.
 LF0954
 LF0954.Click photographs - Photos may exist for this station.
 LF0954
 LF0954.The dynamic height is computed by dividing the NAVD 88
 LF0954.geopotential number by the normal gravity value computed on the
 LF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0954.degrees latitude (g = 980.6199 gals.).
 LF0954
 LF0954.The modeled gravity was interpolated from observed gravity values.
 LF0954
 LF0954;                    North         East    Units  Estimated Accuracy
 LF0954;SPC NE       -   101,558.4     851,417.3     MT  (+/- 3 meters HH1 GPS) 
 LF0954
 LF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5985906217(NAD 83)
 LF0954
 LF0954                          SUPERSEDED SURVEY CONTROL
 LF0954
 LF0954  NGVD 29 (??/??/92)  322.967  (m)         1059.60   (f) ADJ UNCH    2 0
 LF0954
 LF0954.Superseded values are not recommended for survey control.
 LF0954
 LF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0954.See file dsdata.pdf to determine how the superseded data were derived.
 LF0954
 LF0954_MARKER: DR = REFERENCE MARK DISK
 LF0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0954_STAMPING: WAUBONSIE NO 2 1934
 LF0954_MARK LOGO: CGS
 LF0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0954+STABILITY: SURFACE MOTION
 LF0954
 LF0954  HISTORY     - Date     Condition        Report By
 LF0954  HISTORY     - 1934     MONUMENTED       CGS
 LF0954  HISTORY     - 1947     GOOD             CGS
 LF0954  HISTORY     - 19800623 POOR             NGS
 LF0954
 LF0954                          STATION DESCRIPTION
 LF0954
 LF0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0954'AT NEBRASKA CITY.
 LF0954'AT NEBRASKA CITY, 0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE
 LF0954'COURTHOUSE AT NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH
 LF0954'STREET, THENCE 0.4 MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE
 LF0954'0.2 MILE SOUTHEAST ALONG AN ASPHALT STREET, THENCE 1 BLOCK NORTH
 LF0954'ALONG A DIRT STREET, THENCE 1/2 BLOCK SOUTHEAST ALONG A DIRT
 LF0954'STREET, APPROXIMATELY 0.5 MILE SOUTHWEST OF THE WAUBONSIE TOLL
 LF0954'BRIDGE, ON TOP OF A BLUFF OVERLOOKING THE MISSOURI RIVER,
 LF0954'APPROXIMATELY 120 YARDS WEST OF THE EXTENDED CENTER LINE OF THE
 LF0954'WAUBONSIE TOLL BRIDGE, 102.7 FEET NORTHWEST OF A 30-INCH ELM TREE,
 LF0954'100.6 FEET WEST OF THE STATION MARK, 88.9 FEET NORTH OF THE
 LF0954'NORTHEAST CORNER OF A HOUSE, 24.0 FEET NORTH OF THE CENTER LINE
 LF0954'OF A DIRT STREET, 2.0 FEET WEST OF A 4 X 4 MARKER POST, SET IN
 LF0954'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LF0954
 LF0954                          STATION RECOVERY (1980)
 LF0954
 LF0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF0954'THE MARK WAS FOUND LEANING BADLY AND WAS OF NO FURTHER VALUE.  IT HAD
 LF0954'BEEN A BENCH MARK ALSO.  IT HAS BEEN REPLACED WITH WAUBONSIE RM 3,
 LF0954'FOR FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1791 ***********************************************************************
 NM1791  DESIGNATION -  WAUSA LUTHERAN CHURCH SPIRE
 NM1791  PID         -  NM1791
 NM1791  STATE/COUNTY-  NE/KNOX
 NM1791  COUNTRY     -  US
 NM1791  USGS QUAD   -  WAUSA (2017)
 NM1791
 NM1791                         *CURRENT SURVEY CONTROL
 NM1791  ______________________________________________________________________
 NM1791* NAD 83(1995) POSITION- 42 29 53.21288(N) 097 32 30.11391(W)   ADJUSTED
 NM1791  ______________________________________________________________________
 NM1791  GEOID HEIGHT    -        -25.378 (meters)                     GEOID18
 NM1791  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 NM1791  HORZ ORDER      -  THIRD
 NM1791
 NM1791.The horizontal coordinates were established by classical geodetic methods
 NM1791.and adjusted by the National Geodetic Survey in August 1997.
 NM1791
 NM1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1791.GEOID18 height accuracy estimate available here.
 NM1791
 NM1791.Click photographs - Photos may exist for this station.
 NM1791
 NM1791.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1791
 NM1791. The following values were computed from the NAD 83(1995) position.
 NM1791
 NM1791;                    North         East     Units Scale Factor Converg.
 NM1791;SPC NE       -   298,745.678   702,010.168   MT  0.99980873   +1 37 44.8
 NM1791;SPC NE       -   980,134.78  2,303,178.36   sFT  0.99980873   +1 37 44.8
 NM1791;UTM  14      - 4,706,114.051   619,827.762   MT  0.99977666   +0 59 07.1
 NM1791
 NM1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1982706114(NAD 83)
 NM1791
 NM1791                          SUPERSEDED SURVEY CONTROL
 NM1791
 NM1791  NAD 83(1986)-  42 29 53.21852(N)    097 32 30.10502(W) AD(       ) 3
 NM1791  NAD 27      -  42 29 53.21000(N)    097 32 28.87000(W) AD(       ) 3
 NM1791
 NM1791.Superseded values are not recommended for survey control.
 NM1791
 NM1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1791.See file dsdata.pdf to determine how the superseded data were derived.
 NM1791
 NM1791_MARKER: 90 = CHURCH SPIRE
 NM1791
 NM1791  HISTORY     - Date     Condition        Report By
 NM1791  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1791
 NM1791                          STATION DESCRIPTION
 NM1791
 NM1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1791'STATION IS A SPIRE ON THE LUTHERAN CHURCH IN THE TOWN OF
 NM1791'WAUSA, NEBRASKA.  IT IS BOUNDED ON EAST BY LINCOLN STREET,
 NM1791'ON THE SOUTH BY GRANT STREET, ON THE WEST BY BISMARK STREET,
 NM1791'AND ON THE NORTH BY NORRIS STREET.
 NM1791'
 NM1791'THE SPIRE IS 135 FEET HIGH, IS A SIX SIDED STRUCTURE, PAINTED
 NM1791'WHITE AND WITH A CROSS AT ITS APEX.  IT WAS CONSTRUCTED IN
 NM1791'1903 AND 1904.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1204 ***********************************************************************
 NM1204  DESIGNATION -  WAYNE
 NM1204  PID         -  NM1204
 NM1204  STATE/COUNTY-  NE/WAYNE
 NM1204  COUNTRY     -  US
 NM1204  USGS QUAD   -  WAYNE (2017)
 NM1204
 NM1204                         *CURRENT SURVEY CONTROL
 NM1204  ______________________________________________________________________
 NM1204* NAD 83(1995) POSITION- 42 14 07.14548(N) 097 01 33.99220(W)   ADJUSTED
 NM1204* NAVD 88 ORTHO HEIGHT -   466.004 (meters)     1528.88  (feet) ADJUSTED
 NM1204  ______________________________________________________________________
 NM1204  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 NM1204  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 NM1204  DYNAMIC HEIGHT  -        465.841 (meters)     1528.35  (feet) COMP
 NM1204  MODELED GRAVITY -    980,258.0   (mgal)                       NAVD 88
 NM1204
 NM1204  HORZ ORDER      -  SECOND
 NM1204  VERT ORDER      -  FIRST     CLASS II
 NM1204
 NM1204.The horizontal coordinates were established by classical geodetic methods
 NM1204.and adjusted by the National Geodetic Survey in August 1997.
 NM1204
 NM1204.The orthometric height was determined by differential leveling and
 NM1204.adjusted by the NATIONAL GEODETIC SURVEY
 NM1204.in June 1991.
 NM1204
 NM1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1204.GEOID18 height accuracy estimate available here.
 NM1204
 NM1204.Click photographs - Photos may exist for this station.
 NM1204
 NM1204.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1204
 NM1204.The dynamic height is computed by dividing the NAVD 88
 NM1204.geopotential number by the normal gravity value computed on the
 NM1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1204.degrees latitude (g = 980.6199 gals.).
 NM1204
 NM1204.The modeled gravity was interpolated from observed gravity values.
 NM1204
 NM1204. The following values were computed from the NAD 83(1995) position.
 NM1204
 NM1204;                    North         East     Units Scale Factor Converg.
 NM1204;SPC NE       -   270,909.005   745,366.968   MT  0.99973962   +1 58 14.8
 NM1204;SPC NE       -   888,807.29  2,445,424.79   sFT  0.99973962   +1 58 14.8
 NM1204;UTM  14      - 4,677,790.092   662,872.456   MT  0.99992641   +1 19 37.5
 NM1204
 NM1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1204!SPC NE       -   0.99993082  x   0.99973962  =   0.99967046
 NM1204!UTM  14      -   0.99993082  x   0.99992641  =   0.99985724
 NM1204
 NM1204:                Primary Azimuth Mark                     Grid Az
 NM1204:SPC NE       -  WAYNE AZ MK 2                            266 48 49.5
 NM1204:UTM  14      -  WAYNE AZ MK 2                            267 27 26.8
 NM1204
 NM1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6287277790(NAD 83)
 NM1204
 NM1204|---------------------------------------------------------------------|
 NM1204| PID    Reference Object                     Distance      Geod. Az  |
 NM1204|                                                           dddmmss.s |
 NM1204| NM1203 WAYNE MAGNETIC STATION               63.612 METERS 00958     |
 NM1204| NM1206 WAYNE RM 3                           31.684 METERS 03938     |
 NM1204| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX. 1.2 KM 0495712.1 |
 NM1204| NM1765 WAYNE TANK                          APPROX. 0.8 KM 0742054.2 |
 NM1204| NM1208 WAYNE RM 1                          216.850 METERS 15210     |
 NM1204| CO4813 WAYNE AZ MK                                        1695840.1 |
 NM1204| CO4814 WAYNE AZ MK 2                                      2684704.3 |
 NM1204| NM1207 WAYNE RM 2                                         26937     |
 NM1204| NM1205 WAYNE RM 4                           26.053 METERS 33750     |
 NM1204|---------------------------------------------------------------------|
 NM1204
 NM1204                          SUPERSEDED SURVEY CONTROL
 NM1204
 NM1204  NAD 83(1986)-  42 14 07.15129(N)    097 01 33.99049(W) AD(       ) 2
 NM1204  NAD 27      -  42 14 07.13800(N)    097 01 32.82200(W) AD(       ) 2
 NM1204  NGVD 29 (??/??/92)  465.824  (m)         1528.29   (f) ADJ UNCH    1 2
 NM1204  NGVD 29             465.82   (m)         1528.3    (f) LEVELING    3  
 NM1204
 NM1204.Superseded values are not recommended for survey control.
 NM1204
 NM1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1204.See file dsdata.pdf to determine how the superseded data were derived.
 NM1204
 NM1204_MARKER: DS = TRIANGULATION STATION DISK
 NM1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1204_STAMPING: WAYNE 1935
 NM1204_MARK LOGO: CGS
 NM1204_PROJECTION: RECESSED 36 CENTIMETERS
 NM1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1204+STABILITY: SURFACE MOTION
 NM1204
 NM1204  HISTORY     - Date     Condition        Report By
 NM1204  HISTORY     - 1935     MONUMENTED       CGS
 NM1204  HISTORY     - 1935     GOOD             CGS
 NM1204  HISTORY     - 1965     GOOD             CGS
 NM1204  HISTORY     - 1968     GOOD             CGS
 NM1204  HISTORY     - 1968     GOOD             CGS
 NM1204  HISTORY     - 1972     GOOD             LOCENG
 NM1204  HISTORY     - 20071010 MARK NOT FOUND   GEOCAC
 NM1204
 NM1204                          STATION DESCRIPTION
 NM1204
 NM1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1204'STATION IS LOCATED 3/4 MILE NORTHWEST OF THE CENTER OF WAYNE,
 NM1204'IN SMALL PASTURE OWNED BY FRED KEMP, 51 FEET EAST OF NORTH-SOUTH
 NM1204'FENCE, AND 11 FEET SOUTH OF EAST-WEST FENCE.
 NM1204'
 NM1204'TO REACH FROM RAILROAD DEPOT IN WAYNE, GO NORTH ON MAIN STREET
 NM1204'(STATE HIGHWAY 15) FOR 6 BLOCKS, TURN LEFT ON SEVENTH STREET
 NM1204'AND GO 5 BLOCKS WEST TO CEMETERY ENTRANCE.  MARK IS THEN
 NM1204'IN PASTURE ON LEFT.  MARK IS 14 INCHES BELOW THE SURFACE OF
 NM1204'GROUND.
 NM1204'
 NM1204'AZIMUTH MARK IS 2.4 MILES SOUTH OF STATION, 30 FEET WEST
 NM1204'OF CENTERLINE OF ROAD, 0.1 MILE SOUTH OF EAST-WEST FENCE
 NM1204'AND PROJECTS 3 INCHES.  REACHED FROM STATION BY GOING 5 BLOCKS
 NM1204'EAST TO MAIN STREET, TURN RIGHT AND GO 2.35 MILES SOUTH TO
 NM1204'MARK IN RIGHT-OF-WAY FENCE ON RIGHT (JUST BEFORE REACHING
 NM1204'TOP OF GRADE).
 NM1204'
 NM1204'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION, IN FENCE
 NM1204'LINE.  MARK PROJECTS 6 INCHES.
 NM1204'
 NM1204'REFERENCE MARK NO. 2 IS WEST OF STATION IN FENCE LINE, 9
 NM1204'FEET SOUTH OF FENCE CORNER.  MARK PROJECTS 6 INCHES.
 NM1204'11B).
 NM1204'
 NM1204'WAYNE MAGNETIC STATION IS NORTH OF STATION IN CEMETERY.  IT
 NM1204'IS 116 FEET NORTH OF THE SOUTH FENCE AND 79 FEET EAST OF EAST
 NM1204'EDGE OF DRIVEWAY.  IT IS A 6- BY 6-INCH LIMESTONE POST FLUSH
 NM1204'WITH GROUND.
 NM1204'
 NM1204'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NM1204
 NM1204                          STATION RECOVERY (1935)
 NM1204
 NM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1204'0.8 MI NW FROM WAYNE.
 NM1204'TO REACH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 NM1204'STATION AT WAYNE, PROCEED 0.45 MI N ALONG STATE HIGHWAYS NO. 15
 NM1204'AND NO. 35 (MAIN STREET) TO THE JUNCTION OF STATE HIGHWAY NO. 98
 NM1204'(SEVENTH STREET), THENCE 0.4 MI W ALONG STATE HIGHWAY NO. 98 TO
 NM1204'THE ENTRANCE TO THE GREENWOOD CEMETARY AT THE TOP OF A HILL AND
 NM1204'THE STATION.  STATION IS 46.5 FT E OF A POINT IN LINE WITH THE
 NM1204'CENTER OF AND ACROSS THE HIGHWAY FROM A N-S CONCRETE CEMETARY
 NM1204'DRIVE-WAY, 28.0 FT S OF THE S CONCRETE CURB OF THE HIGHWAY, 10.6
 NM1204'FT S OF THE S RIGHT OF WAY FENCE, 216.8 FT N NW OF REFERENCE
 NM1204'MARK WAYNE NO 1, 50.6 FT E OF REFERENCE MARK WAYNE NO 2, A BRONZE
 NM1204'TRIANGULATION STATION DISK SET IN A CONCRETE POST 1.2 FOOT
 NM1204'UNDERGROUND.  NOTE-- WAYNE, 0.25 MI N AND 0.5 MI W OF CENTER OF,
 NM1204'T 26 N, R 3 E NEAR 1/4 COR. BETWEEN SECS. 12 AND 13, 50 FT E OF
 NM1204'REF. MK NO 2, 12 FT S OF FENCE IN A SMALL PASTURE OWNED BY FRED
 NM1204'KEMP.
 NM1204
 NM1204                          STATION RECOVERY (1965)
 NM1204
 NM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NM1204'THE STATION RECOVERED ON THE NORTH SIDE OF A LOT ON WHICH
 NM1204'A NEW HIGH SCHOOL IS TO BE BUILT.  IT IS ACROSS THE HIGHWAY
 NM1204'FROM A CEMETERY, 87 FEET EAST OF A CONCRETE RIGHT OF WAY
 NM1204'POST, 44 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35 AND
 NM1204'IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  ACCORDING TO
 NM1204'BUILDING PLANS THE NORTHWEST CORNER OF THE NEW BUILDING WILL BE
 NM1204'ABOUT 75 FEET TO THE SOUTHEAST OF THE STATION.
 NM1204'
 NM1204'THE REFERENCE MARKS WERE IN THE WAY OF FUTURE CONSTRUCTION
 NM1204'SO THEY WERE DESTROYED AND TWO NEW MARKS WERE ESTABLISHED.
 NM1204'
 NM1204'R.M. NO. 3 IS NORTHEAST ACROSS THE HIGHWAY FROM THE STATION,
 NM1204'35.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 130 FEET
 NM1204'EAST OF EAST BRICK GATE POST FOR SMALL GATE AND 6 INCHES
 NM1204'SOUTH OF AN IRON FENCE.  A STANDARD REFERENCE MARK DISK,
 NM1204'STAMPED WAYNE NO 3 1935 AND CEMENTED IN A DRILL HOLE IN CONCRETE
 NM1204'BASE FOR FENCE.
 NM1204'
 NM1204'R.M. NO. 4 IS NORTH ACROSS THE HIGHWAY FROM THE STATION, 35.5
 NM1204'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.5 FEET EAST
 NM1204'OF CENTERLINE OF LARGE GATE AT MAIN ENTRANCE TO CEMETERY, 6 INCHES
 NM1204'EAST OF EAST BRICK GATE POST OF SMALL GATE AND 6 INCHES SOUTH
 NM1204'OF AN IRON FENCE.  A STANDARD REFERENCE MARK DISK, STAMPED
 NM1204'WAYNE NO 4 1935 AND CEMENTED IN A DRILL HOLE IN CONCRETE BASE
 NM1204'FOR FENCE.
 NM1204'
 NM1204'THE AZIMUTH MARK APPEARED TO BE SLIGHTLY TILTED AND WAS PROJECTING
 NM1204'ABOUT 18 INCHES.  THE MARK WAS LOWERED VERTICALLY ABOUT 1 FOOT.
 NM1204'IT IS 27.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15
 NM1204'AND IS 13 FEET EAST OF A METAL WITNESS POST THAT WAS SET IN
 NM1204'WEST RIGHT OF WAY FENCE LINE.  THE MARK PROJECTS ABOUT 5 INCHES
 NM1204'AND THE DISK IS STAMPED WAYNE 1935.
 NM1204'
 NM1204'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN WAYNE,
 NM1204'GO SOUTH ON STATE HIGHWAY 15 FOR 1.55 MILES TO CROSSROADS,
 NM1204'CONTINUE SOUTH FOR 0.4 MILE TO MARK ON RIGHT AS DESCRIBED.
 NM1204
 NM1204                          STATION RECOVERY (1968)
 NM1204
 NM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1204'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO.
 NM1204'4, AND THE WAYNE MAGNETIC STATION WERE RECOVERED AS PREVIOUSLY
 NM1204'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 NM1204'WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION BUT WAS
 NM1204'IN THE WAY OF HIGHWAY CONSTRUCTION ON STATE HIGHWAY 15 AND THE
 NM1204'MARK WAS ALSO OBSTRUCTED FROM THE STATION SINCE THE NEW HIGH
 NM1204'SCHOOL CONSTRUCTED.
 NM1204'
 NM1204'A NEW AZIMUTH MARK WAS SET.
 NM1204'
 NM1204'FOLLOWING IS A NEW DESCRIPTION FOR THE NEW AZIMUTH AND SOME
 NM1204'ADDITIONAL NOTES FOR THE STATION MARK.
 NM1204'
 NM1204'AZIMUTH MARK, A STANDARD DISK STAMPED WAYNE 1935 1968, IS SET
 NM1204'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 NM1204'IT IS 88 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 35, 22.5
 NM1204'FEET WEST OF A T-FENCE CORNER POST, 16.5 FEET EAST-NORTHEAST
 NM1204'OF A POWERLINE POLE, 5 FEET WEST-NORTHWEST OF THE WEST END
 NM1204'OF A BOARD GATE, 2 FEET NORTH OF A FENCE, AND 1.5 FEET EAST
 NM1204'OF A METAL WITNESS POST.
 NM1204'
 NM1204'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 NM1204'HIGHWAY 35 FOR 0.4 MILE TO A FIELD ENTRANCE AND THE AZIMUTH
 NM1204'MARK ON THE LEFT.
 NM1204'
 NM1204'STATION MARK IS 80 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 NM1204'OF THE NEW BRICK SCHOOL, 17.5 FEET SOUTHEAST OF A LIGHT
 NM1204'POLE, AND 13.5 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE
 NM1204'DRIVEWAY.
 NM1204'
 NM1204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WAYNE
 NM1204
 NM1204                          STATION RECOVERY (1968)
 NM1204
 NM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1204'RECOVERED IN GOOD CONDITION.
 NM1204
 NM1204                          STATION RECOVERY (1972)
 NM1204
 NM1204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (RW)
 NM1204'RECOVERED BY CONSOLIDATED ENGR INC.
 NM1204'
 NM1204'WAYNE 1935-GOOD
 NM1204'
 NM1204'WAYNE NO. 3 1935-GOOD
 NM1204'
 NM1204'WAYNE NO. 4 1935-GOOD
 NM1204'
 NM1204'STATION IS STILL PLUS OR MINUS 14 INCHES BELOW THE SURFACE OF
 NM1204'THE GROUND.  CHANGE DESC FOR R.M. 3 TO READ--130 FT. E OF
 NM1204'EAST BRICK COLUMN OF MAIN GATE---ETC.
 NM1204
 NM1204                          STATION RECOVERY (2007)
 NM1204
 NM1204'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 NM1204'STATION NOT RECOVERED. SCHOOL BUILDING IS BELIEVED TO BE EXTENDED FROM
 NM1204'ORIGINAL CONFIGURATION, AND NEW PARKING LOT IN FRONT OF SCHOOL
 NM1204'BUILDING MAY HAVE DESTROYED MARK. MARK MAY BE UNDER CONCRETE OF NEW
 NM1204'PARKING LOT. NOTE-- CITY OF WAYNE HAS ESTABLISHED A NEW STATION NEAR
 NM1204'THIS STATION WITH THE DESIGNATION OF 'BLUE DEVILS'. THIS IS *NOT* THIS
 NM1204'NGS STATION.
 NM1204'
 NM1204'RM1, RM2 NOT RECOVERED. RM3, RM4 RECOVERED AS DESCRIBED. AZ WAS NOT
 NM1204'SEARCHED FOR AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1203 ***********************************************************************
 NM1203  DESIGNATION -  WAYNE MAGNETIC STATION
 NM1203  PID         -  NM1203
 NM1203  STATE/COUNTY-  NE/WAYNE
 NM1203  COUNTRY     -  US
 NM1203  USGS QUAD   -  WAYNE (2017)
 NM1203
 NM1203                         *CURRENT SURVEY CONTROL
 NM1203  ______________________________________________________________________
 NM1203* NAD 83(1995) POSITION- 42 14 09.17601(N) 097 01 33.51198(W)   ADJUSTED
 NM1203* NAVD 88 ORTHO HEIGHT -   468.514 (meters)     1537.12  (feet) ADJUSTED
 NM1203  ______________________________________________________________________
 NM1203  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 NM1203  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 NM1203  DYNAMIC HEIGHT  -        468.350 (meters)     1536.58  (feet) COMP
 NM1203  MODELED GRAVITY -    980,258.1   (mgal)                       NAVD 88
 NM1203
 NM1203  HORZ ORDER      -  SECOND
 NM1203  VERT ORDER      -  FIRST     CLASS II
 NM1203
 NM1203.The horizontal coordinates were established by classical geodetic methods
 NM1203.and adjusted by the National Geodetic Survey in August 1997.
 NM1203
 NM1203.The orthometric height was determined by differential leveling and
 NM1203.adjusted by the NATIONAL GEODETIC SURVEY
 NM1203.in June 1991.
 NM1203
 NM1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1203.GEOID18 height accuracy estimate available here.
 NM1203
 NM1203.Click photographs - Photos may exist for this station.
 NM1203
 NM1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1203
 NM1203.The dynamic height is computed by dividing the NAVD 88
 NM1203.geopotential number by the normal gravity value computed on the
 NM1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1203.degrees latitude (g = 980.6199 gals.).
 NM1203
 NM1203.The modeled gravity was interpolated from observed gravity values.
 NM1203
 NM1203. The following values were computed from the NAD 83(1995) position.
 NM1203
 NM1203;                    North         East     Units Scale Factor Converg.
 NM1203;SPC NE       -   270,971.982   745,375.816   MT  0.99973974   +1 58 15.2
 NM1203;SPC NE       -   889,013.91  2,445,453.82   sFT  0.99973974   +1 58 15.2
 NM1203;UTM  14      - 4,677,852.978   662,882.012   MT  0.99992645   +1 19 37.9
 NM1203
 NM1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1203!SPC NE       -   0.99993043  x   0.99973974  =   0.99967019
 NM1203!UTM  14      -   0.99993043  x   0.99992645  =   0.99985688
 NM1203
 NM1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6288277852(NAD 83)
 NM1203
 NM1203                          SUPERSEDED SURVEY CONTROL
 NM1203
 NM1203  NAD 83(1986)-  42 14 09.18181(N)    097 01 33.51026(W) AD(       ) 2
 NM1203  NAD 27      -  42 14 09.16800(N)    097 01 32.34200(W) AD(       ) 2
 NM1203  NGVD 29 (??/??/92)  468.334  (m)         1536.53   (f) ADJ UNCH    1 2
 NM1203  NGVD 29             468.33   (m)         1536.5    (f) LEVELING    3  
 NM1203
 NM1203.Superseded values are not recommended for survey control.
 NM1203
 NM1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1203.See file dsdata.pdf to determine how the superseded data were derived.
 NM1203
 NM1203_MARKER: V = STONE MONUMENT
 NM1203_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1203_MARK LOGO: CGS
 NM1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1203+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2009
 NM1203
 NM1203  HISTORY     - Date     Condition        Report By
 NM1203  HISTORY     - 1909     MONUMENTED       CGS
 NM1203  HISTORY     - 1935     GOOD             CGS
 NM1203  HISTORY     - 1947     GOOD             CGS
 NM1203  HISTORY     - 1965     GOOD             CGS
 NM1203  HISTORY     - 1968     GOOD             CGS
 NM1203  HISTORY     - 1968     GOOD             CGS
 NM1203  HISTORY     - 19971130 GOOD             LOCSUR
 NM1203  HISTORY     - 20071010 GOOD             GEOCAC
 NM1203  HISTORY     - 20090525 GOOD             INDIV
 NM1203
 NM1203                          STATION DESCRIPTION
 NM1203
 NM1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1203'STATION IS LOCATED 3/4 MILE NORTHWEST OF THE CENTER OF WAYNE,
 NM1203'IN THE CEMETERY, 116 FEET NORTH OF THE SOUTH FENCE, AND 79
 NM1203'FEET EAST OF EAST EDGE OF DRIVEWAY.  THE MARK WHICH IS A 6- BY
 NM1203'6-INCH LIMESTONE POST FLUSH WITH GROUND WAS RECOVERED IN
 NM1203'GOOD CONDITION, AND AS DESCRIBED.
 NM1203'
 NM1203'REACHED FROM RAILROAD DEPOT IN WAYNE BY GOING NORTH ON MAIN
 NM1203'STREET (STATE HIGHWAY 15) FOR 6 BLOCKS, TURN LEFT ON SEVENTH
 NM1203'STREET AND GO 5 BLOCKS WEST TO CEMETERY ENTRANCE AND MARK ON
 NM1203'RIGHT.
 NM1203'
 NM1203'A TIE WAS MADE FROM TRIANGULATION STATION WAYNE, WHICH IS
 NM1203'208.70 FEET SOUTH, AND 14 INCHES BELOW THE SURFACE OF GROUND.
 NM1203
 NM1203                          STATION RECOVERY (1947)
 NM1203
 NM1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NM1203'0.8 MI NW FROM WAYNE.
 NM1203'TO REACH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1203'RAILWAY STATION AT WAYNE, PROCEED 0.45 MI N ALONG STATE HIGHWAYS
 NM1203'NO. 15 AND NO. 34 (MAIN STREET) TO THE JUNCTION OF STATE HIGHWAY
 NM1203'NO. 98 (SEVENTH STREET), THENCE 0.4 MI W ALONG STATE HIGHWAY NO.
 NM1203'98 TO THE ENTRANCE TO THE GREENWOOD CEMETERY AT THE TOP OF A
 NM1203'HILL AND THE STATION.  STATION IS 125.5 FT N OF THE S IRON CEMETERY
 NM1203'FENCE, 79.1 FT E OF THE E EDGE OF A N-S CONCRETE CEMETARY DRIVE
 NM1203'WAY.  31.0 FT NE OF THE NE CORNER OF A LARGE GRAY GRANITE
 NM1203'TOMBSTONE WHICH IS INSCRIBED CUNNINGHAM.  5.9 FT E OF THE SE
 NM1203'CORNER OF A SMALLER BROWN GRANITE TOMBSTONE WHICH IS INSCRIBED
 NM1203'SEARS, A 1/4 IN ROUND HOLE IN THE CENTER OF A 6 X 6 IN STONE
 NM1203'POST AND SURROUNDED BY THE LETTERS U S C AND G S 1909, ABOUT 0.1
 NM1203'FOOT BELOW THE SURFACE OF THE LAWN.
 NM1203
 NM1203                          STATION RECOVERY (1965)
 NM1203
 NM1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NM1203'THIS STATION RECOVERED IN THE CEMETERY TO THE WEST OF WAYNE, ABOUT
 NM1203'125 FEET NORTH OF THE SOUTH FENCE, 83 FEET EAST OF THE CENTERLINE
 NM1203'OF CEMETERY DRIVE AND 6 FEET EAST OF THE SOUTHEAST CORNER
 NM1203'OF THE SEAR TOMBSTONE.  THE MARK IS FLUSH WITH THE GROUND.
 NM1203
 NM1203                          STATION RECOVERY (1968)
 NM1203
 NM1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1203'STATION WAS RECOVERED AS DESCRIBED IN 1965 AND FOUND IN GOOD
 NM1203'CONDITION.
 NM1203'
 NM1203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WAYNE
 NM1203
 NM1203                          STATION RECOVERY (1968)
 NM1203
 NM1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1203'RECOVERED IN GOOD CONDITION.
 NM1203
 NM1203                          STATION RECOVERY (1997)
 NM1203
 NM1203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NM1203'STATION IS LOCATED IN THE GREENWOOD CEMETERY 125 FEET (38.1 M) NORTH
 NM1203'OF A WROUGHT IRON FENCE GOING EAST-WEST ALONG THE NORTH SIDE OF
 NM1203'HIGHWAY 35, 79 FEET (24.1 M) EAST OF THE EAST EDGE OF A CONCRETE DRIVE
 NM1203'GOING TO A BRICK CARETAKERS BUILDING, 17.5 FEET (5.3 M) SOUTHWEST OF
 NM1203'THE BOTTOM OF THE SOUTHWEST CORNER OF THE BROWN FAMILY TOMBSTONE WHICH
 NM1203'IS BROWN IN COLOR, 31.0 FEET (9.4 M) NORTHEAST OF THE BOTTOM OF THE
 NM1203'NORTHEAST CORNER OF THE CUNNINGHAM FAMILY TOMBSTONE WHICH IS GRAY IN
 NM1203'COLOR AND VERY LARGE, 5.9 FEET (1.8 M) EAST OF THE BOTTOM OF THE
 NM1203'SOUTHEAST CORNER OF THE SEARS FAMILY TOMBSTONE WHICH IS BROWN IN
 NM1203'COLOR.  STATION IS 0.1 FOOT (3.0 CM) BELOW THE GRASS SURFACE AND IS A
 NM1203'LIMESTONE 6 INCHES SQUARE WITH A DRILL HOLE IN THE CENTER SURROUNDED
 NM1203'BY THE LETTERS USCGS 1909.  TO REACH STATION, GO TO THE GREENWOOD
 NM1203'CEMETERY WHICH IS LOCATED IN THE NORTHWEST PART OF THE CITY ALONG THE
 NM1203'NORTH SIDE OF HIGHWAY 35 WHICH RUNS EAST-WEST.  FROM THE MAIN ENTRANCE
 NM1203'TO THE CEMETERY, WHICH IS MARKED WITH A STEEL FRAMEWORK WITH THE
 NM1203'LETTERS SPELLING GREENWOOD, GO NORTH 125 FEET (38.1 M) ON A PAVED
 NM1203'DRIVE TOWARD THE BRICK CARETAKERS BUILDING, THEN GO 70 FEET (21.3 M)
 NM1203'EAST TO STATION.
 NM1203
 NM1203                          STATION RECOVERY (2007)
 NM1203
 NM1203'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 NM1203'RECOVERED IN GOOD CONDITION. MARK IS DUE EAST OF THE SOUTHEAST CORNER
 NM1203'OF THE BROWN TOMBSTONE BASE.
 NM1203'
 NM1203
 NM1203                          STATION RECOVERY (2009)
 NM1203
 NM1203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFP)
 NM1203'STATION FOUND EXACTLY AS NOTED IN THE 1997 RECOVERY.  THE NOTE ADDED
 NM1203'IN THE 2007 RECOVERY ONLY ADDS CONFUSION.  THE STATION IS DUE EAST OF
 NM1203'THE SOUTHEAST CORNER OF THE SEARS FAMILY NAME TOMBSTONE WHICH IS
 NM1203'REDDISH BROWN IN COLOR.  THERE IS ALSO A BROWN FAMILY NAME TOMBSTONE
 NM1203'WHICH IS NORTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1206 ***********************************************************************
 NM1206  DESIGNATION -  WAYNE RM 3
 NM1206  PID         -  NM1206
 NM1206  STATE/COUNTY-  NE/WAYNE
 NM1206  COUNTRY     -  US
 NM1206  USGS QUAD   -  WAYNE (2017)
 NM1206
 NM1206                         *CURRENT SURVEY CONTROL
 NM1206  ______________________________________________________________________
 NM1206* NAD 83(1986) POSITION- 42 14 07.94   (N) 097 01 33.11   (W)   HD_HELD1
 NM1206* NAVD 88 ORTHO HEIGHT -   467.75  (meters)     1534.6   (feet) RESET
 NM1206  ______________________________________________________________________
 NM1206  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 NM1206  VERT ORDER      -  THIRD
 NM1206
 NM1206.The horizontal coordinates were determined by differentially corrected
 NM1206.hand held GPS observations or other comparable positioning techniques
 NM1206.and have an estimated accuracy of +/- 3 meters.
 NM1206
 NM1206.The orthometric height was computed from unverified reset data.
 NM1206
 NM1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1206.GEOID18 height accuracy estimate available here.
 NM1206
 NM1206.Click photographs - Photos may exist for this station.
 NM1206
 NM1206;                    North         East    Units  Estimated Accuracy
 NM1206;SPC NE       -   270,934.2     745,386.3     MT  (+/- 3 meters HH1 GPS) 
 NM1206
 NM1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6289277815(NAD 83)
 NM1206
 NM1206                          SUPERSEDED SURVEY CONTROL
 NM1206
 NM1206.No superseded survey control is available for this station.
 NM1206
 NM1206_MARKER: DR = REFERENCE MARK DISK
 NM1206_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM1206+WITH SETTING: PAVEMENT
 NM1206_SP_SET: FENCE BASE
 NM1206_STAMPING: WAYNE NO 3 1935
 NM1206_MARK LOGO: CGS
 NM1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1206+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 NM1206
 NM1206  HISTORY     - Date     Condition        Report By
 NM1206  HISTORY     - 1965     MONUMENTED       CGS
 NM1206  HISTORY     - 1968     GOOD             CGS
 NM1206  HISTORY     - 20071010 GOOD             GEOCAC
 NM1206
 NM1206                          STATION DESCRIPTION
 NM1206
 NM1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NM1206'0.8 MI NW FROM WAYNE.
 NM1206'AT THE SOUTH SIDE OF THE RIGHT-OF-WAY FENCE AT THE GREENWOOD
 NM1206'CEMETERY AT THE NORTHWEST SIDE OF WAYNE, 130 FEET EAST OF THE
 NM1206'EAST BRICK GATE FOR SMALL GATE, 35.5 FEET NORTH OF THE CENTER
 NM1206'OF STATE HIGHWAY 35, AND IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 NM1206'BASE FOR AN IRON FENCE.  IT IS 103.96 FEET NORTHEAST OF TRIANGULATION
 NM1206'STATION WAYNE 1935.
 NM1206
 NM1206                          STATION RECOVERY (2007)
 NM1206
 NM1206'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 NM1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1205 ***********************************************************************
 NM1205  DESIGNATION -  WAYNE RM 4
 NM1205  PID         -  NM1205
 NM1205  STATE/COUNTY-  NE/WAYNE
 NM1205  COUNTRY     -  US
 NM1205  USGS QUAD   -  WAYNE (2017)
 NM1205
 NM1205                         *CURRENT SURVEY CONTROL
 NM1205  ______________________________________________________________________
 NM1205* NAD 83(1986) POSITION- 42 14 07.93   (N) 097 01 34.42   (W)   HD_HELD1
 NM1205* NAVD 88 ORTHO HEIGHT -   467.81  (meters)     1534.8   (feet) RESET
 NM1205  ______________________________________________________________________
 NM1205  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 NM1205  VERT ORDER      -  THIRD
 NM1205
 NM1205.The horizontal coordinates were determined by differentially corrected
 NM1205.hand held GPS observations or other comparable positioning techniques
 NM1205.and have an estimated accuracy of +/- 3 meters.
 NM1205
 NM1205.The orthometric height was computed from unverified reset data.
 NM1205
 NM1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1205.GEOID18 height accuracy estimate available here.
 NM1205
 NM1205.Click photographs - Photos may exist for this station.
 NM1205
 NM1205;                    North         East    Units  Estimated Accuracy
 NM1205;SPC NE       -   270,932.9     745,356.3     MT  (+/- 3 meters HH1 GPS) 
 NM1205
 NM1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6286277814(NAD 83)
 NM1205
 NM1205                          SUPERSEDED SURVEY CONTROL
 NM1205
 NM1205.No superseded survey control is available for this station.
 NM1205
 NM1205_MARKER: DR = REFERENCE MARK DISK
 NM1205_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM1205+WITH SETTING: PAVEMENT
 NM1205_SP_SET: FENCE BASE
 NM1205_STAMPING: WAYNE NO 4 1935
 NM1205_MARK LOGO: CGS
 NM1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1205+STABILITY: SURFACE MOTION
 NM1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1205+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 NM1205
 NM1205  HISTORY     - Date     Condition        Report By
 NM1205  HISTORY     - 1965     MONUMENTED       CGS
 NM1205  HISTORY     - 1968     GOOD             CGS
 NM1205  HISTORY     - 20071010 GOOD             GEOCAC
 NM1205
 NM1205                          STATION DESCRIPTION
 NM1205
 NM1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NM1205'0.8 MI NW FROM WAYNE.
 NM1205'AT THE SOUTH SIDE OF THE RIGHT-OF-WAY FENCE AT THE GREENWOOD
 NM1205'CEMETERY AT THE NORTHWEST SIDE OF WAYNE, 35.5 FEET NORTH OF THE
 NM1205'CENTER OF STATE HIGHWAY 35, 14.5 FEET EAST OF THE CENTER OF A LARGE
 NM1205'GATE AT MAIN ENTRANCE TO CEMETERY, 85.47 FEET NORTH OF TRIANGULATION
 NM1205'STATION WAYNE 1935, AND IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 NM1205'BASE FOR AN IRON FENCE.
 NM1205
 NM1205                          STATION RECOVERY (2007)
 NM1205
 NM1205'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 NM1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1766 ***********************************************************************
 NM1766  DESIGNATION -  WAYNE STATE TEACHERS COLL TANK
 NM1766  PID         -  NM1766
 NM1766  STATE/COUNTY-  NE/WAYNE
 NM1766  COUNTRY     -  US
 NM1766  USGS QUAD   -  WAYNE (2017)
 NM1766
 NM1766                         *CURRENT SURVEY CONTROL
 NM1766  ______________________________________________________________________
 NM1766* NAD 83(1995) POSITION- 42 14 31.94984(N) 097 00 54.27166(W)   ADJUSTED
 NM1766  ______________________________________________________________________
 NM1766  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 NM1766  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 NM1766  HORZ ORDER      -  THIRD
 NM1766
 NM1766.The horizontal coordinates were established by classical geodetic methods
 NM1766.and adjusted by the National Geodetic Survey in August 1997.
 NM1766
 NM1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1766.GEOID18 height accuracy estimate available here.
 NM1766
 NM1766.Click photographs - Photos may exist for this station.
 NM1766
 NM1766.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1766
 NM1766. The following values were computed from the NAD 83(1995) position.
 NM1766
 NM1766;                    North         East     Units Scale Factor Converg.
 NM1766;SPC NE       -   271,705.059   746,250.537   MT  0.99974116   +1 58 41.2
 NM1766;SPC NE       -   891,419.01  2,448,323.64   sFT  0.99974116   +1 58 41.2
 NM1766;UTM  14      - 4,678,576.320   663,765.077   MT  0.99992999   +1 20 04.9
 NM1766
 NM1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6376578576(NAD 83)
 NM1766
 NM1766                          SUPERSEDED SURVEY CONTROL
 NM1766
 NM1766  NAD 83(1986)-  42 14 31.95563(N)    097 00 54.26948(W) AD(       ) 3
 NM1766  NAD 27      -  42 14 31.94400(N)    097 00 53.10000(W) AD(       ) 3
 NM1766
 NM1766.Superseded values are not recommended for survey control.
 NM1766
 NM1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1766.See file dsdata.pdf to determine how the superseded data were derived.
 NM1766
 NM1766_MARKER: 53 = ELEVATED TANK
 NM1766
 NM1766  HISTORY     - Date     Condition        Report By
 NM1766  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1766
 NM1766                          STATION DESCRIPTION
 NM1766
 NM1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1766'POINT OBSERVED UPON WAS FINIAL OF SILVER WATER TANK LOCATED
 NM1766'ON THE CAMPUS GROUND OF THE STATE TEACHERS COLLEGE IN WAYNE.
 NM1766'TANK IS APPROXIMATELY 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1765 ***********************************************************************
 NM1765  DESIGNATION -  WAYNE TANK
 NM1765  PID         -  NM1765
 NM1765  STATE/COUNTY-  NE/WAYNE
 NM1765  COUNTRY     -  US
 NM1765  USGS QUAD   -  WAYNE (2017)
 NM1765
 NM1765                         *CURRENT SURVEY CONTROL
 NM1765  ______________________________________________________________________
 NM1765* NAD 83(1995) POSITION- 42 14 13.78873(N) 097 01 02.07826(W)   ADJUSTED
 NM1765  ______________________________________________________________________
 NM1765  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 NM1765  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 NM1765  HORZ ORDER      -  THIRD
 NM1765
 NM1765.The horizontal coordinates were established by classical geodetic methods
 NM1765.and adjusted by the National Geodetic Survey in August 1997.
 NM1765
 NM1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1765.GEOID18 height accuracy estimate available here.
 NM1765
 NM1765.Click photographs - Photos may exist for this station.
 NM1765
 NM1765.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1765
 NM1765. The following values were computed from the NAD 83(1995) position.
 NM1765
 NM1765;                    North         East     Units Scale Factor Converg.
 NM1765;SPC NE       -   271,139.003   746,091.034   MT  0.99974003   +1 58 36.0
 NM1765;SPC NE       -   889,561.88  2,447,800.33   sFT  0.99974003   +1 58 36.0
 NM1765;UTM  14      - 4,678,011.984   663,599.196   MT  0.99992933   +1 19 59.2
 NM1765
 NM1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6359978011(NAD 83)
 NM1765
 NM1765                          SUPERSEDED SURVEY CONTROL
 NM1765
 NM1765  NAD 83(1986)-  42 14 13.79442(N)    097 01 02.07633(W) AD(       ) 3
 NM1765  NAD 27      -  42 14 13.78200(N)    097 01 00.90400(W) AD(       ) 3
 NM1765
 NM1765.Superseded values are not recommended for survey control.
 NM1765
 NM1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1765.See file dsdata.pdf to determine how the superseded data were derived.
 NM1765
 NM1765_MARKER: 53 = ELEVATED TANK
 NM1765
 NM1765  HISTORY     - Date     Condition        Report By
 NM1765  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1765
 NM1765                          STATION DESCRIPTION
 NM1765
 NM1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1765'POINT OBSERVED UPON WAS FINIAL OF SILVER WATER TANK OF WAYNE,
 NM1765'LOCATED IN THE CENTRAL PORTION OF TOWN.
 NM1765'
 NM1765'OBSERVED UPON FROM STATIONS WAYNE, AXEL, WACKER, AND THUN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2114 ***********************************************************************
 MK2114  DESIGNATION -  WEBSTER
 MK2114  PID         -  MK2114
 MK2114  STATE/COUNTY-  NE/DODGE
 MK2114  COUNTRY     -  US
 MK2114  USGS QUAD   -  WEBSTER (2017)
 MK2114
 MK2114                         *CURRENT SURVEY CONTROL
 MK2114  ______________________________________________________________________
 MK2114* NAD 83(1995) POSITION- 41 35 04.10428(N) 096 46 14.76029(W)   ADJUSTED
 MK2114* NAVD 88 ORTHO HEIGHT -   436.5   (meters)     1432.    (feet) VERTCON
 MK2114  ______________________________________________________________________
 MK2114  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 MK2114  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 MK2114  HORZ ORDER      -  FIRST
 MK2114
 MK2114.The horizontal coordinates were established by classical geodetic methods
 MK2114.and adjusted by the National Geodetic Survey in August 1997.
 MK2114
 MK2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2114
 MK2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2114.GEOID18 height accuracy estimate available here.
 MK2114
 MK2114.Click photographs - Photos may exist for this station.
 MK2114
 MK2114.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2114
 MK2114. The following values were computed from the NAD 83(1995) position.
 MK2114
 MK2114;                    North         East     Units Scale Factor Converg.
 MK2114;SPC NE       -   199,447.326   769,123.672   MT  0.99965953   +2 08 24.0
 MK2114;SPC NE       -   654,353.44  2,523,366.58   sFT  0.99965953   +2 08 24.0
 MK2114;UTM  14      - 4,606,042.415   685,821.668   MT  1.00002494   +1 28 48.1
 MK2114
 MK2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2114!SPC NE       -   0.99993561  x   0.99965953  =   0.99959516
 MK2114!UTM  14      -   0.99993561  x   1.00002494  =   0.99996055
 MK2114
 MK2114:                Primary Azimuth Mark                     Grid Az
 MK2114:SPC NE       -  WEBSTER AZ MK                            178 41 40.4
 MK2114:UTM  14      -  WEBSTER AZ MK                            179 21 16.3
 MK2114
 MK2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM8582106042(NAD 83)
 MK2114
 MK2114|---------------------------------------------------------------------|
 MK2114| PID    Reference Object                     Distance      Geod. Az  |
 MK2114|                                                           dddmmss.s |
 MK2114| CL7836 WEBSTER AZ MK                                      1805004.4 |
 MK2114| CL7837 WEBSTER RM 1                         25.734 METERS 19447     |
 MK2114| MK2115 NORTH BEND ATT MW TOWER             APPROX. 9.4 KM 2234454.5 |
 MK2114| CL7838 WEBSTER RM 2                         27.704 METERS 34349     |
 MK2114|---------------------------------------------------------------------|
 MK2114
 MK2114                          SUPERSEDED SURVEY CONTROL
 MK2114
 MK2114  NAD 83(1986)-  41 35 04.11124(N)    096 46 14.76263(W) AD(       ) 1
 MK2114  NAD 27      -  41 35 04.10798(N)    096 46 13.67215(W) AD(       ) 1
 MK2114  NGVD 29 (07/19/86)  436.3    (m)         1431.     (f) VERT ANG       
 MK2114
 MK2114.Superseded values are not recommended for survey control.
 MK2114
 MK2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2114.See file dsdata.pdf to determine how the superseded data were derived.
 MK2114
 MK2114_MARKER: DS = TRIANGULATION STATION DISK
 MK2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2114_STAMPING: WEBSTER 1968
 MK2114_MARK LOGO: CGS
 MK2114_PROJECTION: RECESSED 61 CENTIMETERS
 MK2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2114+STABILITY: SURFACE MOTION
 MK2114
 MK2114  HISTORY     - Date     Condition        Report By
 MK2114  HISTORY     - 1968     MONUMENTED       CGS
 MK2114
 MK2114                          STATION DESCRIPTION
 MK2114
 MK2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2114'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF NORTH BEND, 8 MILES
 MK2114'SOUTHWEST OF SCRIBNER, AND ON PROPERTY OWNED BY MR. HAROLD PORTER.
 MK2114'
 MK2114'TO REACH THE STATION FROM THE POST OFFICE IN NORTH BEND, GO EAST FOR
 MK2114'0.05 MILE TO A CROSSROAD (MAIN STREET).  TURN LEFT AND GO NORTH ON
 MK2114'THE PAVED ROAD FOR 6.3 MILES TO A CROSSROAD AND THE END OF THE
 MK2114'PAVED ROAD.  CONTINUE STRAIGHT AHEAD NORTH ON THE GRAVELED ROAD FOR
 MK2114'1.05 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON THE
 MK2114'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT AND THE
 MK2114'AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO NORTH ON THE GRAVELED
 MK2114'ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD NORTH ON
 MK2114'THE GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF A SMALL RISE AND A
 MK2114'FARM ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 MK2114'
 MK2114'THE STATION MARK IS A STANDARD DISK STAMPED WEBSTER 1968, SET IN THE
 MK2114'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT 24 INCHES
 MK2114'BELOW THE SURFACE OF THE GROUND.  IT IS 86 FEET NORTH-NORTHEAST OF
 MK2114'A METAL WITNESS POST WITH A SIGN ATTACHED, 57 FEET EAST OF THE
 MK2114'CENTER OF A GRAVELED ROAD, AND 25 FEET EAST OF A NORTH-SOUTH FENCE
 MK2114'LINE.
 MK2114'
 MK2114'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEBSTER NO 1 1968, SET IN
 MK2114'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 MK2114'THE SURFACE OF THE GROUND.  IT IS 64 FEET SOUTH OF A GATE IN A
 MK2114'NORTH-SOUTH FENCE LINE, 30 FEET EAST OF THE CENTER OF A GRAVELED
 MK2114'ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 MK2114'ATTACHED, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MK2114'
 MK2114'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WEBSTER NO 2 1968, SET IN
 MK2114'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MK2114'SURFACE OF THE GROUND.  IT IS 102 FEET NORTH OF A GATE IN A
 MK2114'NORTH-SOUTH FENCE LINE, 32 FEET EAST OF THE CENTER OF A GRAVELED
 MK2114'ROAD, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MK2114'
 MK2114'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WEBSTER 1968, SET IN THE
 MK2114'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MK2114'SURFACE OF THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF AN
 MK2114'EAST-WEST GRAVELED ROAD, 12 FEET WEST OF THE CENTER OF A TRACK
 MK2114'ROAD.  2 FEET WEST OF A SECTION CORNER POST, AND 2 FEET WEST OF A
 MK2114'METAL WITNESS POST WITH A SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0966 ***********************************************************************
 LG0966  DESIGNATION -  WEEP
 LG0966  PID         -  LG0966
 LG0966  STATE/COUNTY-  NE/CASS
 LG0966  COUNTRY     -  US
 LG0966  USGS QUAD   -  MANLEY (2017)
 LG0966
 LG0966                         *CURRENT SURVEY CONTROL
 LG0966  ______________________________________________________________________
 LG0966* NAD 83(1995) POSITION- 40 55 06.79109(N) 096 09 51.44447(W)   ADJUSTED
 LG0966* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 LG0966  ______________________________________________________________________
 LG0966  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 LG0966  LAPLACE CORR    -         -7.11  (seconds)                    DEFLEC18
 LG0966  HORZ ORDER      -  SECOND
 LG0966
 LG0966.The horizontal coordinates were established by classical geodetic methods
 LG0966.and adjusted by the National Geodetic Survey in August 1997.
 LG0966
 LG0966.The orthometric height was scaled from a topographic map.
 LG0966
 LG0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0966.GEOID18 height accuracy estimate available here.
 LG0966
 LG0966.Click photographs - Photos may exist for this station.
 LG0966
 LG0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0966
 LG0966. The following values were computed from the NAD 83(1995) position.
 LG0966
 LG0966;                    North         East     Units Scale Factor Converg.
 LG0966;SPC NE       -   127,652.872   822,915.681   MT  0.99971076   +2 32 30.9
 LG0966;SPC NE       -   418,807.80  2,699,849.20   sFT  0.99971076   +2 32 30.9
 LG0966;UTM  14      - 4,533,587.940   738,794.897   MT  1.00030190   +1 51 29.6
 LG0966
 LG0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0966!SPC NE       -   0.99994360  x   0.99971076  =   0.99965437
 LG0966!UTM  14      -   0.99994360  x   1.00030190  =   1.00024548
 LG0966
 LG0966:                Primary Azimuth Mark                     Grid Az
 LG0966:SPC NE       -  WEEP AZ MK 2                             133 50 50.2
 LG0966:UTM  14      -  WEEP AZ MK 2                             134 31 51.5
 LG0966
 LG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3879433587(NAD 83)
 LG0966
 LG0966|---------------------------------------------------------------------|
 LG0966| PID    Reference Object                     Distance      Geod. Az  |
 LG0966|                                                           dddmmss.s |
 LG0966| CL7841 WEEP RM 1                             6.590 METERS 04540     |
 LG0966| CL7839 WEEP AZ MK                                         1362223.8 |
 LG0966| CL7840 WEEP AZ MK 2                                       1362321.1 |
 LG0966| CL7843 WEEP RM 3                                          21527     |
 LG0966| CL7844 WEEP RM 4                                          22735     |
 LG0966| CL7842 WEEP RM 2                             7.901 METERS 30323     |
 LG0966|---------------------------------------------------------------------|
 LG0966
 LG0966                          SUPERSEDED SURVEY CONTROL
 LG0966
 LG0966  NAD 83(1986)-  40 55 06.80167(N)    096 09 51.44232(W) AD(       ) 2
 LG0966  NAD 27      -  40 55 06.80368(N)    096 09 50.41111(W) AD(       ) 2
 LG0966
 LG0966.Superseded values are not recommended for survey control.
 LG0966
 LG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0966.See file dsdata.pdf to determine how the superseded data were derived.
 LG0966
 LG0966_MARKER: DS = TRIANGULATION STATION DISK
 LG0966_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG0966_SP_SET: GRAIN ELEVATOR ROOF
 LG0966_STAMPING: WEEP 1961
 LG0966_MARK LOGO: CGS
 LG0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0966+STABILITY: POSITION/ELEVATION WELL
 LG0966
 LG0966  HISTORY     - Date     Condition        Report By
 LG0966  HISTORY     - 1961     MONUMENTED       CGS
 LG0966  HISTORY     - 1966     GOOD             CGS
 LG0966  HISTORY     - 1968     GOOD             CGS
 LG0966
 LG0966                          STATION DESCRIPTION
 LG0966
 LG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0966'THE STATION IS ATOP THE LARGE GRAIN ELEVATOR AT THE SOUTHEAST
 LG0966'EDGE OF MANLEY.
 LG0966'
 LG0966'WITH PERMISSION, OBTAINED AT THE ELEVATOR, THE STATION CAN BE REACHED
 LG0966'WITH THE USE OF A SMALL SELF OPERATING ELEVATOR.
 LG0966'
 LG0966'STATION MARK, A STANDARD DISK STAMPED WEEP 1961, IS CEMENTED
 LG0966'IN A DRILL HOLE, FLUSH, IN THE CONCRETE ROOF OF THE ELEVATOR.  IT
 LG0966'IS 18.3 FEET WEST OF THE EAST EDGE OF THE ROOF AND 16.6 FEET
 LG0966'SOUTH OF THE NORTH EDGE OF THE ROOF.
 LG0966'
 LG0966'REFERENCE MARK 1, A STANDARD DISK STAMPED WEEP NO 1 1961, IS
 LG0966'CEMENTED IN A DRILL HOLE, FLUSH, IN THE NORTHEAST CORNER OF THE
 LG0966'ROOF OF THE ELEVATOR.  IT IS 2.5 SOUTH OF THE NORTH EDGE AND 2.3
 LG0966'FEET WEST OF THE EAST EDGE OF THE ROOF.
 LG0966'
 LG0966'REFERENCE MARK 2, A STANDARD DISK STAMPED WEEP NO 2 1961, IS
 LG0966'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE ROOF
 LG0966'OF THE ELEVATOR.  IT IS 2.2 FEET EAST OF THE WEST EDGE AND 1.8 FEET
 LG0966'SOUTH OF THE NORTH EDGE OF THE ROOF.
 LG0966'
 LG0966'REFERENCE MARK 3, A STANDARD DISK STAMPED WEEP NO 3 1961, IS
 LG0966'SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP,
 LG0966'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32.0 FEET
 LG0966'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4.0 FEET NORTH
 LG0966'OF A POWERLINE POLE AND 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY
 LG0966'FENCE.
 LG0966'
 LG0966'REFERENCE MARK 4, THE SURFACE MARK, IS A STANDARD DISK, STAMPED
 LG0966'WEEP NO 4 1961, SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE
 LG0966'AT THE TOP, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LG0966'190.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 61.0
 LG0966'FEET SOUTH OF THE FARM HOUSE ENTRANCE ROAD, 28.0 FEET WEST OF THE
 LG0966'CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1.5 FEET SOUTHWEST OF
 LG0966'A METAL WITNESS POST WITH SIGN ATTACHED.
 LG0966'
 LG0966'UNDERGROUND MARK, A STANDARD REFERENCE MARK DISK STAMPED WEEP NO 4
 LG0966'1961, IS SET IN THE TOP OF A MASS OF CONCRETE 45 INCHES BELOW THE
 LG0966'SURFACE OF THE GROUND.
 LG0966'
 LG0966'AZIMUTH MARK, A STANDARD DISK STAMPED WEEP 1961, IS SET IN THE
 LG0966'TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP, PROJECTING 6
 LG0966'INCHES ABOVE THE GROUND SURFACE.  IT IS 44.0 FEET SOUTHEAST OF THE
 LG0966'CENTER OF A CROSS ROAD, 33.0 FEET SOUTH OF THE CENTER OF THE
 LG0966'EAST-WEST ROAD, 30.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG0966'ROAD, 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN AND 1.0
 LG0966'FOOT WEST OF A FENCE CORNER.
 LG0966'
 LG0966'TO REACH THE AZIMUTH FROM THE STATION, DRIVE SOUTH FOR 0.15 MILE
 LG0966'TO A T-ROAD INTERSECTION.  TURN LEFT AND DRIVE EAST ON THE GRAVELED
 LG0966'ROAD FOR 0.2 MILE TO A CROSSROAD AND THE MARK IN THE SOUTHEAST
 LG0966'QUADRANT.
 LG0966'
 LG0966'TO REACH REFERENCE MARK 4 FROM THE STATION, DRIVE WEST FOR 0.1 MILE
 LG0966'TO A T-ROAD INTERSECTION.  TURN LEFT, SOUTH, FOR 0.05 MILE TO THE
 LG0966'MARK ON THE RIGHT.
 LG0966
 LG0966                          STATION RECOVERY (1966)
 LG0966
 LG0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG0966'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M. NO. 3
 LG0966'AND R.M. NO. 4, WERE FOUND IN GOOD CONDITION.  THE TWO REFERENCE
 LG0966'MARKS WERE NOT RECOVERED AS THE ORIGINAL DESCRIPTION WAS NOT
 LG0966'AVAILABLE AT TIME OF RECOVERY.  THE AZIMUTH MARK WAS IN THE WAY
 LG0966'OF HIGHWAY CONSTRUCTION SO A NEW MARK WAS ESTABLISHED AND THE
 LG0966'ORIGINAL MARK DESTROYED.
 LG0966'
 LG0966'THE STATION IS ON THE TOP OF THE LARGE GRAIN ELEVATOR IN THE
 LG0966'SOUTHEAST EDGE OF MANLEY.
 LG0966'
 LG0966'TO REACH THE AZIMUTH MARK FROM THE ELEVATOR GO SOUTHEAST ALONG THE
 LG0966'WEST SIDE OF THE RAILROAD FOR 0.3 MILE TO A T-INTERSECTION, TURN
 LG0966'LEFT AND GO EAST FOR 0.25 MILE TO CROSSROADS AND MARK IN SOUTHEAST
 LG0966'ANGLE.
 LG0966'
 LG0966'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 LG0966'EAST-WEST ROAD, 47 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 LG0966'ROAD, 3 FEET EAST OF A POWERLINE POLE AND 1.5 FEET WEST OF A METAL
 LG0966'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LG0966'WEEP 1961 AZ. 2 1966.
 LG0966
 LG0966                          STATION RECOVERY (1968)
 LG0966
 LG0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSA)
 LG0966'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 LG0966'MARK WAS STAMPED WEEP 1961 AZI 2 1966.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0475 ***********************************************************************
 NO0475  DESIGNATION -  WEIR
 NO0475  PID         -  NO0475
 NO0475  STATE/COUNTY-  NE/HOOKER
 NO0475  COUNTRY     -  US
 NO0475  USGS QUAD   -  HIRE SE (2017)
 NO0475
 NO0475                         *CURRENT SURVEY CONTROL
 NO0475  ______________________________________________________________________
 NO0475* NAD 83(1995) POSITION- 42 02 44.44779(N) 101 21 58.82427(W)   ADJUSTED
 NO0475* NAVD 88 ORTHO HEIGHT -  1134.    (meters)     3720.    (feet) SCALED
 NO0475  ______________________________________________________________________
 NO0475  GEOID HEIGHT    -        -20.035 (meters)                     GEOID18
 NO0475  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 NO0475  HORZ ORDER      -  FIRST
 NO0475
 NO0475.The horizontal coordinates were established by classical geodetic methods
 NO0475.and adjusted by the National Geodetic Survey in August 1997.
 NO0475
 NO0475.The orthometric height was scaled from a topographic map.
 NO0475
 NO0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0475.GEOID18 height accuracy estimate available here.
 NO0475
 NO0475.Click photographs - Photos may exist for this station.
 NO0475
 NO0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0475
 NO0475. The following values were computed from the NAD 83(1995) position.
 NO0475
 NO0475;                    North         East     Units Scale Factor Converg.
 NO0475;SPC NE       -   246,523.874   386,916.996   MT  0.99970292   -0 54 19.7
 NO0475;SPC NE       -   808,803.74  1,269,410.18   sFT  0.99970292   -0 54 19.7
 NO0475;UTM  14      - 4,657,557.307   304,159.735   MT  1.00007195   -1 35 07.1
 NO0475
 NO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0475!SPC NE       -   0.99982525  x   0.99970292  =   0.99952822
 NO0475!UTM  14      -   0.99982525  x   1.00007195  =   0.99989719
 NO0475
 NO0475:                Primary Azimuth Mark                     Grid Az
 NO0475:SPC NE       -  WEIR AZ MK                               229 03 30.3
 NO0475:UTM  14      -  WEIR AZ MK                               229 44 17.7
 NO0475
 NO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM0415957557(NAD 83)
 NO0475
 NO0475|---------------------------------------------------------------------|
 NO0475| PID    Reference Object                     Distance      Geod. Az  |
 NO0475|                                                           dddmmss.s |
 NO0475| CQ4368 WEIR RM 1                                          08531     |
 NO0475| CQ4367 WEIR AZ MK                                         2280910.6 |
 NO0475| CQ4369 WEIR RM 2                            18.580 METERS 32653     |
 NO0475|---------------------------------------------------------------------|
 NO0475
 NO0475                          SUPERSEDED SURVEY CONTROL
 NO0475
 NO0475  NAD 83(1986)-  42 02 44.44696(N)    101 21 58.82932(W) AD(       ) 1
 NO0475  NAD 27      -  42 02 44.46800(N)    101 21 57.22400(W) AD(       ) 1
 NO0475
 NO0475.Superseded values are not recommended for survey control.
 NO0475
 NO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0475.See file dsdata.pdf to determine how the superseded data were derived.
 NO0475
 NO0475_MARKER: DS = TRIANGULATION STATION DISK
 NO0475_SETTING: 0 = UNSPECIFIED SETTING
 NO0475
 NO0475  HISTORY     - Date     Condition        Report By
 NO0475  HISTORY     - 1946     MONUMENTED       CGS
 NO0475
 NO0475                          STATION DESCRIPTION
 NO0475
 NO0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0475'LOCATED ABOUT 8 MILES, AIRLINE, EAST OF WHITMAN AND 0.75 MILE,
 NO0475'AIRLINE, NORTH OF STATE HIGHWAY 2, ON THE HIGHEST POINT OF A
 NO0475'PROMINENT SAND HILL.  THERE ARE LARGE BLOW OUTS ON THE WEST
 NO0475'AND NORTH SIDE OF THE HILL.  IT IS 5 FEET NORTHWEST OF A 4-INCH
 NO0475'SQUARE, WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS A STANDARD
 NO0475'DISK, STAMPED WEIR 1946, WELDED ON THE TOP OF A 3-INCH IRON
 NO0475'PIPE PROJECTING 1 FOOT.
 NO0475'
 NO0475'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND IS
 NO0475'ABOUT 30 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NO0475'STAMPED WEIR NO 1 1946, WELDED ON THE TOP OF A 3-INCH IRON PIPE
 NO0475'PROJECTING 1 FOOT.* A SLOPE MEASUREMENT WAS TAKEN TO THIS MARK.
 NO0475'
 NO0475'REFERENCE MARK NO. 2 IS IS ON THE NORTH SLOPE OF THE HILL AND
 NO0475'IS ABOUT 3.5 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NO0475'STAMPED WEIR NO 2 1946, WELDED ON THE TOP OF A 3-INCH IRON
 NO0475'PIPE PROJECTING 1 FOOT.
 NO0475'
 NO0475'AZIMUTH MARK IS 77 FEET SOUTH OF THE SOUTH RAIL OF THE CB AND Q
 NO0475'RAILROAD TRACKS AND 54 FEET NORTH OF THE CENTER LINE OF STATE
 NO0475'HIGHWAY 2 AND 1.5 FEET NORTHEAST OF A 2 X 4-INCH WOODEN WITNESS
 NO0475'POST PROJECTING 3 FEET.  IT IS STAMPED WEIR 1946 AND PROJECTS
 NO0475'1 FOOT.
 NO0475'
 NO0475'REACHED FROM THE MAIN CROSSROADS IN WHITMAN GO EAST ON STATE
 NO0475'HIGHWAY 2 FOR 7.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 NO0475'CONTINUE ON MAIN ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN
 NO0475'LEFT AND FOLLOW DIM ROAD FOR 0.8 MILE TO A GATE AT A FENCE
 NO0475'CORNER.  FOLLOW DIM ROAD NORTH-NORTHEAST, CIRCLING THE RIDGE
 NO0475'FOR 0.9 MILE.  HERE LEAVE TRACK ROAD AND GO SOUTH OVER PASTURE
 NO0475'LAND FOR 1.85 MILES TO THE HIGHEST POINT OF THE HILL AND THE
 NO0475'STATION.  TRUCK CAN BE DRIVEN TO ABOUT 50 YARDS OF THE
 NO0475'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0473 ***********************************************************************
 LJ0473  DESIGNATION -  WELL
 LJ0473  PID         -  LJ0473
 LJ0473  STATE/COUNTY-  NE/LINCOLN
 LJ0473  COUNTRY     -  US
 LJ0473  USGS QUAD   -  CURTIS (2017)
 LJ0473
 LJ0473                         *CURRENT SURVEY CONTROL
 LJ0473  ______________________________________________________________________
 LJ0473* NAD 83(1995) POSITION- 40 42 25.47077(N) 100 35 06.97107(W)   ADJUSTED
 LJ0473* NAVD 88 ORTHO HEIGHT -   866.    (meters)     2841.    (feet) SCALED
 LJ0473  ______________________________________________________________________
 LJ0473  GEOID HEIGHT    -        -23.050 (meters)                     GEOID18
 LJ0473  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 LJ0473  HORZ ORDER      -  SECOND
 LJ0473
 LJ0473.The horizontal coordinates were established by classical geodetic methods
 LJ0473.and adjusted by the National Geodetic Survey in August 1997.
 LJ0473
 LJ0473.The orthometric height was scaled from a topographic map.
 LJ0473
 LJ0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0473.GEOID18 height accuracy estimate available here.
 LJ0473
 LJ0473.Click photographs - Photos may exist for this station.
 LJ0473
 LJ0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0473
 LJ0473. The following values were computed from the NAD 83(1995) position.
 LJ0473
 LJ0473;                    North         East     Units Scale Factor Converg.
 LJ0473;SPC NE       -    97,177.642   450,553.360   MT  0.99975499   -0 23 16.3
 LJ0473;SPC NE       -   318,823.65  1,478,190.48   sFT  0.99975499   -0 23 16.3
 LJ0473;UTM  14      - 4,507,448.870   366,085.299   MT  0.99982073   -1 02 02.6
 LJ0473
 LJ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0473!SPC NE       -   0.99986773  x   0.99975499  =   0.99962275
 LJ0473!UTM  14      -   0.99986773  x   0.99982073  =   0.99968849
 LJ0473
 LJ0473:                Primary Azimuth Mark                     Grid Az
 LJ0473:SPC NE       -  WELL AZ MK                               347 18 38.9
 LJ0473:UTM  14      -  WELL AZ MK                               347 57 25.2
 LJ0473
 LJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6608507448(NAD 83)
 LJ0473
 LJ0473|---------------------------------------------------------------------|
 LJ0473| PID    Reference Object                     Distance      Geod. Az  |
 LJ0473|                                                           dddmmss.s |
 LJ0473| CO2731 WELL RM 2                            11.318 METERS 09030     |
 LJ0473| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.15.8 KM 0963859.6 |
 LJ0473| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX.15.0 KM 1942617.1 |
 LJ0473| CO2729 WELL AZ MK                                         3465522.6 |
 LJ0473| CO2730 WELL RM 1                            11.620 METERS 35929     |
 LJ0473|---------------------------------------------------------------------|
 LJ0473
 LJ0473                          SUPERSEDED SURVEY CONTROL
 LJ0473
 LJ0473  NAD 83(1986)-  40 42 25.47591(N)    100 35 06.97798(W) AD(       ) 2
 LJ0473  NAD 27      -  40 42 25.44531(N)    100 35 05.45449(W) AD(       ) 2
 LJ0473
 LJ0473.Superseded values are not recommended for survey control.
 LJ0473
 LJ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0473.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0473
 LJ0473_MARKER: DS = TRIANGULATION STATION DISK
 LJ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0473_STAMPING: WELL 1951
 LJ0473_MARK LOGO: CGS
 LJ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0473+STABILITY: SURFACE MOTION
 LJ0473
 LJ0473  HISTORY     - Date     Condition        Report By
 LJ0473  HISTORY     - 1951     MONUMENTED       CGS
 LJ0473
 LJ0473                          STATION DESCRIPTION
 LJ0473
 LJ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0473'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF CURTIS, 4.0
 LJ0473'MILES NORTHEAST OF MAYWOOD AND 0.5 MILE NORTH OF THE
 LJ0473'LINCOLN-FRONTIER COUNTY LINE ON THE HIGHEST POINT OF A NORTH-SOUTH
 LJ0473'RIDGE.  IT IS 0.1 MILE SOUTH OF A COTTONWOOD TREE, 78.0
 LJ0473'FEET EAST OF A FENCE CORNER, 3.0 FEET EAST OF A WITNESS
 LJ0473'POST AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND
 LJ0473'IS STAMPED WELL 1951.
 LJ0473'
 LJ0473'REFERENCE MARK NO. 1 IS 39.0 FEET NORTH OF A FENCE, IS SET FLUSH
 LJ0473'WITH THE SURFACE OF THE GROUND AND IS STAMPED WELL NO 1 1951.
 LJ0473'
 LJ0473'REFERENCE MARK NO. 2 IS LOCATED ON THE EAST SLOPE OF THE RIDGE
 LJ0473'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS 1.0
 LJ0473'FOOT NORTH OF A FENCE, PROJECTS 6 INCHES AND IS STAMPED WELL
 LJ0473'NO 2 1951.
 LJ0473'
 LJ0473'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0473'NO. 2 IS 53.7 FEET.
 LJ0473'
 LJ0473'THE AZIMUTH MARK IS 42.0 FEET NORTH OF THE CENTER OF A GRADED
 LJ0473'ROAD, 1.0 FOOT WEST-SOUTHWEST OF A POWERLINE BRACE POLE AND
 LJ0473'1.0 FOOT EAST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 LJ0473'STAMPED WELL 1951.
 LJ0473'
 LJ0473'TO REACH THE STATION FROM THE POST OFFICE IN MAYWOOD, GO SOUTH
 LJ0473'ON THE MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY NO. 83, TURN
 LJ0473'LEFT AND GO EAST ON U.S. HIGHWAY NO. 83 FOR 0.2 MILE TO THE
 LJ0473'JUNCTION WITH STATE ROUTE NO. 23.  GO EAST AND NORTH ON U.S.
 LJ0473'HIGHWAY NO. 83 AND STATE ROUTE NO. 23 FOR 4.4 MILES TO A
 LJ0473'CROSSROAD, TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 1.75 MILES
 LJ0473'TO A POINT JUST BEFORE THE ROAD CURVES TO THE LEFT AT THE TOP OF
 LJ0473'A HILL AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  HERE
 LJ0473'TURN RIGHT OFF THE MAIN ROAD AND FOLLOW A TRACK ROAD SOUTHERLY
 LJ0473'ALONG THE EAST SIDE OF A CULTIVATED FIELD FOR 0.4 MILE
 LJ0473'TO A COTTONWOOD TREE, CONTINUE SOUTH ALONG THE TOP OF THE RIDGE
 LJ0473'FOR 0.1 MILE TO AN EAST-WEST FENCE AND THE STATION AS
 LJ0473'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0641 ***********************************************************************
 NP0641  DESIGNATION -  WELL
 NP0641  PID         -  NP0641
 NP0641  STATE/COUNTY-  NE/BOX BUTTE
 NP0641  COUNTRY     -  US
 NP0641  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0641
 NP0641                         *CURRENT SURVEY CONTROL
 NP0641  ______________________________________________________________________
 NP0641* NAD 83(1995) POSITION- 42 11 33.78238(N) 102 52 29.14094(W)   ADJUSTED
 NP0641* NAVD 88 ORTHO HEIGHT -  1234.    (meters)     4049.    (feet) SCALED
 NP0641  ______________________________________________________________________
 NP0641  GEOID HEIGHT    -        -18.527 (meters)                     GEOID18
 NP0641  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 NP0641  HORZ ORDER      -  SECOND
 NP0641
 NP0641.The horizontal coordinates were established by classical geodetic methods
 NP0641.and adjusted by the National Geodetic Survey in August 1997.
 NP0641
 NP0641.The orthometric height was scaled from a topographic map.
 NP0641
 NP0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0641.GEOID18 height accuracy estimate available here.
 NP0641
 NP0641.Click photographs - Photos may exist for this station.
 NP0641
 NP0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0641
 NP0641. The following values were computed from the NAD 83(1995) position.
 NP0641
 NP0641;                    North         East     Units Scale Factor Converg.
 NP0641;SPC NE       -   265,904.239   262,651.594   MT  0.99973041   -1 54 18.3
 NP0641;SPC NE       -   872,387.49    861,716.10   sFT  0.99973041   -1 54 18.3
 NP0641;UTM  13      - 4,673,360.088   675,479.148   MT  0.99997890   +1 25 39.8
 NP0641
 NP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0641!SPC NE       -   0.99980947  x   0.99973041  =   0.99953993
 NP0641!UTM  13      -   0.99980947  x   0.99997890  =   0.99978837
 NP0641
 NP0641:                Primary Azimuth Mark                     Grid Az
 NP0641:SPC NE       -  WELL AZ MK                               090 45 21.3
 NP0641:UTM  13      -  WELL AZ MK                               087 25 23.2
 NP0641
 NP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7547973360(NAD 83)
 NP0641
 NP0641|---------------------------------------------------------------------|
 NP0641| PID    Reference Object                     Distance      Geod. Az  |
 NP0641|                                                           dddmmss.s |
 NP0641| CQ4370 WELL AZ MK                                         0885103.0 |
 NP0641| CQ4371 WELL RM 1                             8.431 METERS 09020     |
 NP0641| NP0650 ALLIANCE MUNICIPAL TANK             APPROX. 9.6 KM 1811259.2 |
 NP0641| CQ4372 WELL RM 2                             8.757 METERS 27130     |
 NP0641|---------------------------------------------------------------------|
 NP0641
 NP0641                          SUPERSEDED SURVEY CONTROL
 NP0641
 NP0641  NAD 83(1993)-  42 11 33.78199(N)    102 52 29.14080(W) AD(       ) 2
 NP0641  NAD 83(1986)-  42 11 33.77945(N)    102 52 29.13842(W) AD(       ) 2
 NP0641  NAD 27      -  42 11 33.90200(N)    102 52 27.42000(W) AD(       ) 2
 NP0641
 NP0641.Superseded values are not recommended for survey control.
 NP0641
 NP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0641.See file dsdata.pdf to determine how the superseded data were derived.
 NP0641
 NP0641_MARKER: DS = TRIANGULATION STATION DISK
 NP0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0641_STAMPING: WELL 1946
 NP0641_MARK LOGO: CGS
 NP0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0641+STABILITY: SURFACE MOTION
 NP0641
 NP0641  HISTORY     - Date     Condition        Report By
 NP0641  HISTORY     - 1946     MONUMENTED       CGS
 NP0641
 NP0641                          STATION DESCRIPTION
 NP0641
 NP0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0641'IT IS LOCATED ON A LOW, ROUNDED HILL ABOUT 6.5 MILES, AIR LINE,
 NP0641'NORTH OF ALLIANCE AND ABOUT 5.7 MILES, AIR LINE, EAST-SOUTHEAST
 NP0641'OF BEREA, ALONG THE NORTH SIDE OF SECTION 36, T 26 N, R 48 W.,
 NP0641'0.65 MILE WEST OF STATE HIGHWAY NO. 19, 32 FEET SOUTH OF THE
 NP0641'CENTER OF A GRADED ROAD, AND IN A FENCE LINE DIRECTLY UNDER
 NP0641'A POWER LINE.  IT PROJECTS 1 INCH AND IS STAMPED WELL 1946.
 NP0641'
 NP0641'REFERENCE MARK NO. 1 IS IN A FENCE LINE AND 32 FEET SOUTH OF
 NP0641'THE CENTER OF A GRADED ROAD.  IT PROJECTS 2 INCHES AND IS
 NP0641'STAMPED WELL NO 1 1946.
 NP0641'
 NP0641'REFERENCE MARK NO. 2 IS IN A FENCE LINE AND 32 FEET SOUTH OF
 NP0641'THE CENTER OF A GRADED ROAD.  IT PROJECTS 2 INCHES AND IS
 NP0641'STAMPED WELL NO 2 1946.
 NP0641'
 NP0641'AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 NP0641'15 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING TO A FARM
 NP0641'HOUSE, AND 1 FOOT SOUTH OF A FENCE LINE.  IT PROJECTS 6 INCHES
 NP0641'AND IS STAMPED WELL 1946.
 NP0641'
 NP0641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO.
 NP0641'19 AND NO. 2 AT THE EAST EDGE OF ALLIANCE, GO NORTH ON STATE
 NP0641'HIGHWAY NO. 19 FOR 6.75 MILES TO A CROSS ROAD IN A DEEP CUT,
 NP0641'JUST AFTER PASSING A FARM HOUSE ON THE LEFT.  TURN LEFT, WEST,
 NP0641'AND GO 0.65 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NP0641'
 NP0641'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 NP0641'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 NP0641'THE ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1931 ***********************************************************************
 MK1931  DESIGNATION -  WEST
 MK1931  PID         -  MK1931
 MK1931  STATE/COUNTY-  NE/MERRICK
 MK1931  COUNTRY     -  US
 MK1931  USGS QUAD   -  HAVENS (2017)
 MK1931
 MK1931                         *CURRENT SURVEY CONTROL
 MK1931  ______________________________________________________________________
 MK1931* NAD 83(1995) POSITION- 41 17 12.28609(N) 097 48 35.20517(W)   ADJUSTED
 MK1931* NAVD 88 ORTHO HEIGHT -   497.    (meters)     1631.    (feet) SCALED
 MK1931  ______________________________________________________________________
 MK1931  GEOID HEIGHT    -        -25.169 (meters)                     GEOID18
 MK1931  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 MK1931  HORZ ORDER      -  THIRD
 MK1931
 MK1931.The horizontal coordinates were established by classical geodetic methods
 MK1931.and adjusted by the National Geodetic Survey in August 1997.
 MK1931
 MK1931.The orthometric height was scaled from a topographic map.
 MK1931
 MK1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1931.GEOID18 height accuracy estimate available here.
 MK1931
 MK1931.Click photographs - Photos may exist for this station.
 MK1931
 MK1931.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1931
 MK1931. The following values were computed from the NAD 83(1995) position.
 MK1931
 MK1931;                    North         East     Units Scale Factor Converg.
 MK1931;SPC NE       -   163,688.819   683,392.776   MT  0.99966587   +1 27 05.2
 MK1931;SPC NE       -   537,035.73  2,242,097.80   sFT  0.99966587   +1 27 05.2
 MK1931;UTM  14      - 4,571,272.496   599,665.258   MT  0.99972225   +0 47 07.5
 MK1931
 MK1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1931!SPC NE       -   0.99992596  x   0.99966587  =   0.99959186
 MK1931!UTM  14      -   0.99992596  x   0.99972225  =   0.99964823
 MK1931
 MK1931:                Primary Azimuth Mark                     Grid Az
 MK1931:SPC NE       -  WEST AZ MK                               352 09 16.4
 MK1931:UTM  14      -  WEST AZ MK                               352 49 14.1
 MK1931
 MK1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9966571272(NAD 83)
 MK1931
 MK1931|---------------------------------------------------------------------|
 MK1931| PID    Reference Object                     Distance      Geod. Az  |
 MK1931|                                                           dddmmss.s |
 MK1931| MK1922 CLARKS MUNICIPAL TANK               APPROX. 8.1 KM 1960930.5 |
 MK1931| CO2738 WEST RM 2                            18.583 METERS 26658     |
 MK1931| CO2736 WEST AZ MK                                         3533621.6 |
 MK1931| CO2737 WEST RM 1                            19.170 METERS 35348     |
 MK1931|---------------------------------------------------------------------|
 MK1931
 MK1931                          SUPERSEDED SURVEY CONTROL
 MK1931
 MK1931  NAD 83(1986)-  41 17 12.29472(N)    097 48 35.21064(W) AD(       ) 3
 MK1931  NAD 27      -  41 17 12.24000(N)    097 48 34.00600(W) AD(       ) 3
 MK1931
 MK1931.Superseded values are not recommended for survey control.
 MK1931
 MK1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1931.See file dsdata.pdf to determine how the superseded data were derived.
 MK1931
 MK1931_MARKER: DS = TRIANGULATION STATION DISK
 MK1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1931_STAMPING: WEST 1950
 MK1931_MARK LOGO: CGS
 MK1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1931+STABILITY: SURFACE MOTION
 MK1931
 MK1931  HISTORY     - Date     Condition        Report By
 MK1931  HISTORY     - 1950     MONUMENTED       CGS
 MK1931
 MK1931                          STATION DESCRIPTION
 MK1931
 MK1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1931'STATION IS LOCATED ABOUT 8 MILES WEST SOUTHWEST OF SILVER
 MK1931'CREEK AND 5-1/2 MILES NORTH NORTHEAST OF CLARKS ON THE HIGHEST
 MK1931'POINT OF A LOW RIDGE.  STATION IS 30 FEET EAST OF THE
 MK1931'APPROXIMATE CENTERLINE OF GRAVEL ROAD, 7 FEET NORTH OF WITNESS
 MK1931'POST AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 MK1931'AND THE DISK IS STAMPED WEST 1950.
 MK1931'
 MK1931'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE APPROXIMATE
 MK1931'CENTERLINE OF ROAD AND 3 FEET WEST OF FENCE.  THE MARK PROJECTS
 MK1931'ABOUT 6 INCHES AND THE DISK IS STAMPED WEST NO 1 1950.
 MK1931'
 MK1931'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE
 MK1931'OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT
 MK1931'6 INCHES AND THE DISK IS STAMPED WEST NO 2 1950.
 MK1931'
 MK1931'AZIMUTH MARK IS 36 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MK1931'ROAD, 25 FEET SOUTH SOUTHEAST OF FENCE CORNER, 5 FEET SOUTHEAST
 MK1931'OF WITNESS POST AND 3 FEET EAST OF FENCE.  THE MARK PROJECTS
 MK1931'ABOUT 6 INCHES AND THE DISK IS STAMPED WEST 1950.
 MK1931'
 MK1931'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE
 MK1931'39 IN SILVER CREEK GO SOUTHWESTERLY ON U.S. HIGHWAY 30 FOR
 MK1931'2.6 MILES TO SIDE ROAD RIGHT.  TURN RIGHT CROSSING RAILROAD
 MK1931'TRACKS AND GO WEST FOR 5.5 MILES TO CROSSROADS.  AZIMUTH
 MK1931'MARK IS ON LEFT IN SOUTHWEST CORNER OF CROSSROADS AS DESCRIBED.
 MK1931'TURN LEFT AND GO SOUTH FOR 0.45 MILE TO STATION ON LEFT OR
 MK1931'EAST SIDE OF ROAD AS DESCRIBED.
 MK1931'
 MK1931'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0773 ***********************************************************************
 LG0773  DESIGNATION -  WEST
 LG0773  PID         -  LG0773
 LG0773  STATE/COUNTY-  NE/SALINE
 LG0773  COUNTRY     -  US
 LG0773  USGS QUAD   -  DORCHESTER (2017)
 LG0773
 LG0773                         *CURRENT SURVEY CONTROL
 LG0773  ______________________________________________________________________
 LG0773* NAD 83(1995) POSITION- 40 39 24.34363(N) 097 00 35.98793(W)   ADJUSTED
 LG0773* NAVD 88 ORTHO HEIGHT -   439.9   (meters)     1443.    (feet) VERTCON
 LG0773  ______________________________________________________________________
 LG0773  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 LG0773  LAPLACE CORR    -          6.83  (seconds)                    DEFLEC18
 LG0773  HORZ ORDER      -  SECOND
 LG0773
 LG0773.The horizontal coordinates were established by classical geodetic methods
 LG0773.and adjusted by the National Geodetic Survey in August 1997.
 LG0773
 LG0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0773
 LG0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0773.GEOID18 height accuracy estimate available here.
 LG0773
 LG0773.Click photographs - Photos may exist for this station.
 LG0773
 LG0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0773
 LG0773. The following values were computed from the NAD 83(1995) position.
 LG0773
 LG0773;                    North         East     Units Scale Factor Converg.
 LG0773;SPC NE       -    95,795.434   752,755.790   MT  0.99976749   +1 58 53.3
 LG0773;SPC NE       -   314,288.85  2,469,666.29   sFT  0.99976749   +1 58 53.3
 LG0773;UTM  14      - 4,502,559.412   668,232.704   MT  0.99994837   +1 17 48.6
 LG0773
 LG0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0773!SPC NE       -   0.99993518  x   0.99976749  =   0.99970269
 LG0773!UTM  14      -   0.99993518  x   0.99994837  =   0.99988356
 LG0773
 LG0773:                Primary Azimuth Mark                     Grid Az
 LG0773:SPC NE       -  WEST AZ MK                               003 28 12.8
 LG0773:UTM  14      -  WEST AZ MK                               004 09 17.5
 LG0773
 LG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6823202559(NAD 83)
 LG0773
 LG0773|---------------------------------------------------------------------|
 LG0773| PID    Reference Object                     Distance      Geod. Az  |
 LG0773|                                                           dddmmss.s |
 LG0773| LG0778 WEST AZ MK                          APPROX. 0.9 KM 0052706.1 |
 LG0773| LG0779 WEST 2                              148.519 METERS 02734     |
 LG0773| LG1497 WEST RM 1                            18.174 METERS 08511     |
 LG0773| LG0777 1 J                                 283.792 METERS 16232     |
 LG0773| LG1498 WEST RM 2                            28.497 METERS 17617     |
 LG0773|---------------------------------------------------------------------|
 LG0773
 LG0773                          SUPERSEDED SURVEY CONTROL
 LG0773
 LG0773  NAD 83(1986)-  40 39 24.35148(N)    097 00 35.98690(W) AD(       ) 2
 LG0773  NAD 27      -  40 39 24.33100(N)    097 00 34.86900(W) AD(       ) 2
 LG0773  NGVD 29 (07/19/86)  439.8    (m)         1443.     (f) VERT ANG       
 LG0773
 LG0773.Superseded values are not recommended for survey control.
 LG0773
 LG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0773.See file dsdata.pdf to determine how the superseded data were derived.
 LG0773
 LG0773_MARKER: DS = TRIANGULATION STATION DISK
 LG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0773_STAMPING: WEST 1947
 LG0773_MARK LOGO: CGS
 LG0773_PROJECTION: FLUSH
 LG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0773+STABILITY: SURFACE MOTION
 LG0773
 LG0773  HISTORY     - Date     Condition        Report By
 LG0773  HISTORY     - 1947     MONUMENTED       CGS
 LG0773  HISTORY     - 1980     GOOD             NGS
 LG0773
 LG0773                          STATION DESCRIPTION
 LG0773
 LG0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0773'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF CRETE AND
 LG0773'ABOUT 5 MILES EAST-NORTHEAST OF DORCHESTER IN THE FARM YARD
 LG0773'OF LAND OCCUPIED BY MR. JURICEK.  IT IS 65 FEET NORTHEAST OF THE
 LG0773'NORTHEAST CORNER OF THE BARN, 60.5 FEET WEST OF THE NORTH-SOUTH
 LG0773'FENCE LINE AT THE EAST EDGE OF THE FARM LOT AND 9 FEET SOUTH OF
 LG0773'THE EAST-WEST FENCE LINE.  IT IS STAMPED WEST 1947 AND IS FLUSH
 LG0773'WITH THE SURFACE OF THE GROUND.
 LG0773'
 LG0773'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 LG0773'1 FOOT WEST OF A NORTH SOUTH FENCE LINE AND IS IN THE NORTHEAST
 LG0773'CORNER OF A FARM LOT.  IT IS STAMPED WEST NO 1 1947 AND PROJECTS
 LG0773'4 INCHES.
 LG0773'
 LG0773'REFERENCE MARK NO 2 IS AT THE SOUTH EDGE OF THE FARM LOT, 34.5
 LG0773'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 48 FEET
 LG0773'WEST OF A FENCE CORNER AND IN THE EAST-WEST FENCE LINE ON THE
 LG0773'SOUTH EDGE OF THE BARN LOT.  IT IS STAMPED WEST NO 2 1947 AND
 LG0773'PROJECTS 4 INCHES.
 LG0773'
 LG0773'THE AZIMUTH MARK IS 24 FEET EAST AND ON THE RIGHT-OF-WAY OF A
 LG0773'NORTH-SOUTH GRAVELED ROAD, 7 FEET SOUTHWEST OF A POWER LINE POLE,
 LG0773'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, AND 2 FEET SOUTH OF A
 LG0773'4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT
 LG0773'IS STAMPED WEST 1947 AND PROJECTS 4 INCHES.
 LG0773'
 LG0773'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 LG0773'IN CRETE, GO WEST ON STATE HIGHWAY 33 FOR 2.65 MILES TO A CROSSROAD,
 LG0773'TURN RIGHT, NORTH, AND GO 2.4 MILES TO THE STATION ON THE LEFT
 LG0773'AS DESCRIBED.
 LG0773'
 LG0773'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVELED
 LG0773'ROAD FOR 0.6 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG0773'
 LG0773'AN 87 FOOT SIGNAL AT CLARK 1935 IS VISIBLE AT 20 FEET.
 LG0773'
 LG0773'A 74 FOOT SIGNAL AT MILLS IS V.G.
 LG0773'
 LG0773'AN 87 FOOT SIGNAL AT EARNEST 1935 IS V.G.
 LG0773'
 LG0773'A 4 FOOT SIGNAL AT WALNUT IS VISIBLE AT 10 FEET.
 LG0773'
 LG0773'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0773
 LG0773                          STATION RECOVERY (1980)
 LG0773
 LG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LG0773'THE SURFACE STATION MARK AND THE REFERENCE MARKS WERE FOUND LEANING
 LG0773'BADLY AND HAD BEEN STRUCK BY FARM MACHINERY.  THE UNDERGROUND MARK AND
 LG0773'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  AN AZIMUTH TO THE
 LG0773'MILFORD MUNICIPAL TANK, AS COMPUTED FROM AN ECCENTRIC REDUCTION AT THE
 LG0773'AZIMUTH MARK, WAS 10 SECONDS LARGER THAN AN INVERSED AZIMUTH.  THIS
 LG0773'TANK WAS NOT GROUND VISIBLE FROM THE STATION.  ALL THE OLD FARM
 LG0773'BUILDINGS HAVE BEEN TORN DOWN AND THE STATION AND REFERENCE MARKS WERE
 LG0773'IN A CULTIVATED FIELD.  THE PERSON FARMING THE PROPERTY REQUESTED ALL
 LG0773'MARKS BE REMOVED FROM THE FIELD, THEREFORE STATION WEST 2 WAS
 LG0773'ESTABLISHED NEARBY.  THE UNDERGROUND MARK WAS LEFT IN PLACE.  FOR
 LG0773'FURTHER DETAILS, SEE THE DESCRIPTION FOR STATION WEST 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0779 ***********************************************************************
 LG0779  DESIGNATION -  WEST 2
 LG0779  PID         -  LG0779
 LG0779  STATE/COUNTY-  NE/SALINE
 LG0779  COUNTRY     -  US
 LG0779  USGS QUAD   -  DORCHESTER (2017)
 LG0779
 LG0779                         *CURRENT SURVEY CONTROL
 LG0779  ______________________________________________________________________
 LG0779* NAD 83(1995) POSITION- 40 39 28.61196(N) 097 00 33.06254(W)   NO CHECK
 LG0779* NAVD 88 ORTHO HEIGHT -   441.4   (meters)     1448.    (feet) VERTCON
 LG0779  ______________________________________________________________________
 LG0779  GEOID HEIGHT    -        -26.730 (meters)                     GEOID18
 LG0779  LAPLACE CORR    -          6.84  (seconds)                    DEFLEC18
 LG0779  HORZ ORDER      -  THIRD
 LG0779
 LG0779.The horizontal coordinates were established by classical geodetic methods
 LG0779.and adjusted by the National Geodetic Survey in August 1997.
 LG0779
 LG0779.No horizontal observational check was made to the station.
 LG0779
 LG0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0779
 LG0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0779.GEOID18 height accuracy estimate available here.
 LG0779
 LG0779.Click photographs - Photos may exist for this station.
 LG0779
 LG0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0779
 LG0779. The following values were computed from the NAD 83(1995) position.
 LG0779
 LG0779;                    North         East     Units Scale Factor Converg.
 LG0779;SPC NE       -    95,929.363   752,819.903   MT  0.99976719   +1 58 55.2
 LG0779;SPC NE       -   314,728.25  2,469,876.63   sFT  0.99976719   +1 58 55.2
 LG0779;UTM  14      - 4,502,692.590   668,298.424   MT  0.99994865   +1 17 50.7
 LG0779
 LG0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0779!SPC NE       -   0.99993495  x   0.99976719  =   0.99970215
 LG0779!UTM  14      -   0.99993495  x   0.99994865  =   0.99988360
 LG0779
 LG0779:                Primary Azimuth Mark                     Grid Az
 LG0779:SPC NE       -  WEST AZ MK                               359 05 43.3
 LG0779:UTM  14      -  WEST AZ MK                               359 46 47.8
 LG0779
 LG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6829802692(NAD 83)
 LG0779
 LG0779|---------------------------------------------------------------------|
 LG0779| PID    Reference Object                     Distance      Geod. Az  |
 LG0779|                                                           dddmmss.s |
 LG0779| LG0778 WEST AZ MK                          APPROX. 0.7 KM 0010438.5 |
 LG0779| LG0777 1 J                                 402.712 METERS 1773940.1 |
 LG0779| LG1496 WEST 2 RM 4                           8.914 METERS 18019     |
 LG0779| LG0773 WEST                                148.519 METERS 20734     |
 LG0779| LG0764 MILFORD MUNICIPAL TANK              APPROX.13.4 KM 3414828.8 |
 LG0779| LG1495 WEST 2 RM 3                           9.164 METERS 35956     |
 LG0779|---------------------------------------------------------------------|
 LG0779
 LG0779                          SUPERSEDED SURVEY CONTROL
 LG0779
 LG0779  NAD 83(1986)-  40 39 28.61990(N)    097 00 33.06145(W) AD(       ) 3
 LG0779  NAD 27      -  40 39 28.59938(N)    097 00 31.94383(W) AD(       ) 3
 LG0779  NGVD 29 (07/19/86)  441.3    (m)         1448.     (f) VERT ANG       
 LG0779
 LG0779.Superseded values are not recommended for survey control.
 LG0779
 LG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0779.See file dsdata.pdf to determine how the superseded data were derived.
 LG0779
 LG0779_MARKER: DH = HORIZONTAL CONTROL DISK
 LG0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0779_STAMPING: WEST 2 1980
 LG0779_MARK LOGO: NGS
 LG0779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LG0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0779+STABILITY: SURFACE MOTION
 LG0779
 LG0779  HISTORY     - Date     Condition        Report By
 LG0779  HISTORY     - 1980     MONUMENTED       NGS
 LG0779
 LG0779                          STATION DESCRIPTION
 LG0779
 LG0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LG0779'THE STATION IS ABOUT 5 MILES EAST-NORTHEAST OF DORCHESTER, 3-1/2 MILE
 LG0779'NORTHWEST OF CRETE, 2-1/4 MILES NORTH OF STATE HIGHWAY 33 AND ON THE
 LG0779'WEST RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 LG0779'
 LG0779'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN
 LG0779'CRETE, GO WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2.7 MILES TO A
 LG0779'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0779'2.1 MILES TO A CROSSROAD AND 1 J-1934 1442 USGS IN THE NORTHEAST ANGLE
 LG0779'OF THE INTERSECTION.  CONTINUE NORTH FOR 0.25 MILE TO THE STATION ON
 LG0779'THE LEFT.
 LG0779'
 LG0779'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 LG0779'ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 LG0779'
 LG0779'STATION MARKS ARE STANDARD DISKS, STAMPED---WEST 2 1980---.  THE
 LG0779'SURFACE DISK IS SET IN A ROUND CONCRETE POST THAT PROJECTS 4
 LG0779'INCHES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LG0779'THAT IS 42 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 140.3 FEET
 LG0779'SOUTHWEST OF A POWERLINE POLE, 80.8 FEET WEST-NORTHWEST OF THE
 LG0779'NORTHWEST CORNER OF AN IRRIGATION PUMPHOUSE, 27.0 FEET WEST OF THE
 LG0779'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A WITNESS POST.  REBAR WAS
 LG0779'PLACED IN BOTH MARKS.
 LG0779'
 LG0779'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---WEST 2 NO 3 1980---
 LG0779'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 LG0779'113.0 FEET SOUTHWEST OF THE POWERLINE POLE, 102.5 FEET NORTHWEST OF
 LG0779'THE NORTHWEST CORNER OF THE PUMPHOUSE, 26.0 FEET WEST OF THE
 LG0779'CENTERLINE OF THE ROAD AND 1.0 FOOT SOUTH OF A WITNESS POST.  REBAR
 LG0779'WAS PLACED IN THE MARK.
 LG0779'
 LG0779'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---WEST 2 NO 4 1980---
 LG0779'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 LG0779'IS 161.8 FEET NORTHWEST OF A POWERLINE POLE, 67.4 FEET WEST OF THE
 LG0779'NORTHWEST CORNER OF THE PUMPHOUSE, 27.0 FEET WEST OF THE CENTERLINE OF
 LG0779'THE ROAD AND 1.0 FOOT NORTH OF A WITNESS POST.  REBAR IS IN THE MARK.
 LG0779'
 LG0779'1 J-1934 1442 USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 LG0779'STAMPED---1 J-1934 1442--- SET IN THE TOP OF AN 8-INCH SQUARE
 LG0779'CONCRETE POST THAT IS FLUSH.  IT IS 35.5 FEET NORTH OF THE EAST/WEST
 LG0779'ROAD, 26.0 FEET EAST OF THE NORTH/SOUTH ROAD AND 1.0 FOOT SOUTHWEST OF
 LG0779'A WITNESS POST.
 LG0779'
 LG0779'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---WEST 1947--- SET IN
 LG0779'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 25.0
 LG0779'FEET EAST OF THE CENTERLINE OF THE ROAD, 7.0 FEET SOUTHWEST OF A
 LG0779'POWERLINE POLE, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WITNESS
 LG0779'POST.  REBAR WAS DRIVEN ALONG THE SIDE OF THE MARK.
 LG0779'
 LG0779'THE DISTANCES TO WEST, WEST AZ MK AND 1 J-1934 1442 USGS WERE
 LG0779'MEASURED ELECTRONICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0778 ***********************************************************************
 LG0778  DESIGNATION -  WEST AZ MK
 LG0778  PID         -  LG0778
 LG0778  STATE/COUNTY-  NE/SALINE
 LG0778  COUNTRY     -  US
 LG0778  USGS QUAD   -  DORCHESTER (2017)
 LG0778
 LG0778                         *CURRENT SURVEY CONTROL
 LG0778  ______________________________________________________________________
 LG0778* NAD 83(1995) POSITION- 40 39 52.36520(N) 097 00 32.47592(W)   NO CHECK
 LG0778* NAVD 88 ORTHO HEIGHT -   440.1   (meters)     1444.    (feet) VERTCON
 LG0778  ______________________________________________________________________
 LG0778  GEOID HEIGHT    -        -26.740 (meters)                     GEOID18
 LG0778  LAPLACE CORR    -          6.80  (seconds)                    DEFLEC18
 LG0778  HORZ ORDER      -  THIRD
 LG0778
 LG0778.The horizontal coordinates were established by classical geodetic methods
 LG0778.and adjusted by the National Geodetic Survey in August 1997.
 LG0778
 LG0778.No horizontal observational check was made to the station.
 LG0778
 LG0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0778
 LG0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0778.GEOID18 height accuracy estimate available here.
 LG0778
 LG0778.Click photographs - Photos may exist for this station.
 LG0778
 LG0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0778
 LG0778. The following values were computed from the NAD 83(1995) position.
 LG0778
 LG0778;                    North         East     Units Scale Factor Converg.
 LG0778;SPC NE       -    96,661.934   752,808.336   MT  0.99976551   +1 58 55.6
 LG0778;SPC NE       -   317,131.70  2,469,838.68   sFT  0.99976551   +1 58 55.6
 LG0778;UTM  14      - 4,503,425.380   668,295.609   MT  0.99994863   +1 17 51.7
 LG0778
 LG0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0778!SPC NE       -   0.99993517  x   0.99976551  =   0.99970070
 LG0778!UTM  14      -   0.99993517  x   0.99994863  =   0.99988380
 LG0778
 LG0778:                Primary Azimuth Mark                     Grid Az
 LG0778:SPC NE       -  WEST                                     183 28 12.8
 LG0778:UTM  14      -  WEST                                     184 09 16.7
 LG0778
 LG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6829503425(NAD 83)
 LG0778
 LG0778|---------------------------------------------------------------------|
 LG0778| PID    Reference Object                     Distance      Geod. Az  |
 LG0778|                                                           dddmmss.s |
 LG0778| LG0779 WEST 2                              APPROX. 0.7 KM 1810438.9 |
 LG0778| LG0773 WEST                                APPROX. 0.9 KM 1852708.4 |
 LG0778| LG0764 MILFORD MUNICIPAL TANK              APPROX.12.7 KM 3404306.2 |
 LG0778|---------------------------------------------------------------------|
 LG0778
 LG0778                          SUPERSEDED SURVEY CONTROL
 LG0778
 LG0778  NAD 83(1986)-  40 39 52.37311(N)    097 00 32.47486(W) AD(       ) 3
 LG0778  NAD 27      -  40 39 52.35295(N)    097 00 31.35808(W) AD(       ) 3
 LG0778  NGVD 29 (07/19/86)  439.9    (m)         1443.     (f) VERT ANG       
 LG0778
 LG0778.Superseded values are not recommended for survey control.
 LG0778
 LG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0778.See file dsdata.pdf to determine how the superseded data were derived.
 LG0778
 LG0778_MARKER: DZ = AZIMUTH MARK DISK
 LG0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0778_STAMPING: WEST 1947
 LG0778_MARK LOGO: CGS
 LG0778_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0778+STABILITY: SURFACE MOTION
 LG0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0778+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1980
 LG0778
 LG0778  HISTORY     - Date     Condition        Report By
 LG0778  HISTORY     - 1947     MONUMENTED       CGS
 LG0778  HISTORY     - 1947     GOOD             CGS
 LG0778  HISTORY     - 19801106 GOOD             NGS
 LG0778
 LG0778                          STATION DESCRIPTION
 LG0778
 LG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0778'THE STATION IS ABOUT 5 MILES EAST-NORTHEAST OF DORCHESTER, 3-1/2 MILES
 LG0778'NORTHWEST OF CRETE, 2-1/2 MILES NORTH OF STATE HIGHWAY 33 AND ON THE
 LG0778'EAST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 LG0778'
 LG0778'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN
 LG0778'CRETE, GO WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2.7 MILES TO A
 LG0778'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0778'2.85 MILES TO THE MARK ON THE RIGHT.
 LG0778'
 LG0778'IT IS A STANDARD DISK, STAMPED---WEST 1947--- SET IN THE TOP OF A
 LG0778'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 25.0 FEET EAST OF
 LG0778'THE CENTERLINE OF THE ROAD, 7.0 FEET SOUTHWEST OF A POWERLINE POLE, 1
 LG0778'FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WITNESS POST.  REBAR WAS
 LG0778'DRIVEN ALONG THE SIDE OF THE MARK.  DISTANCES FROM WEST AND WEST 2
 LG0778'WERE MEASURED ELECTRONICALLY.
 LG0778
 LG0778                          STATION RECOVERY (1947)
 LG0778
 LG0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG0778'RECOVERED IN GOOD CONDITION.
 LG0778
 LG0778                          STATION RECOVERY (1980)
 LG0778
 LG0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG0778'THE STATION IS ABOUT 5 MI (8.0 KM) EAST-NORTHEAST FROM DORCHESTER,
 LG0778'3.5 MI (5.6 KM) NORTHWEST FROM CRETE, 2.25 MI (3.62 KM) NORTH FROM
 LG0778'STATE HIGHWAY 33 AND ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD.
 LG0778'TO REACH FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN CRETE, GO
 LG0778'WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2. 7 MI (11.3 KM) TO A
 LG0778'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0778'2.1 MI (3.4 KM) TO A CROSSROAD AND STATION 1J IN THE NORTHEAST ANGLE
 LG0778'OF THE INTERSECTION.  CONTINUE NORTH FOR 0.75 MI (1.21 KM) TO THE
 LG0778'STATION ON THE RIGHT.
 LG0778'THE STATION DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 LG0778'PROJECTS 5 IN ABOVE THE GROUND.  THE MARK IS 25.0 FT (7.6 M) EAST
 LG0778'FROM THE CENTERLINE OF THE ROAD, 7.0 FT (2.1 M) SOUTHWEST FROM A
 LG0778'POLE, 1 FT (0.3 M) WEST FROM A FENCE AND 1 FT (0.3 M) SOUTH FROM A
 LG0778'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1074 ***********************************************************************
 MK1074  DESIGNATION -  WEST POINT
 MK1074  PID         -  MK1074
 MK1074  STATE/COUNTY-  NE/CUMING
 MK1074  COUNTRY     -  US
 MK1074  USGS QUAD   -  WEST POINT (2017)
 MK1074
 MK1074                         *CURRENT SURVEY CONTROL
 MK1074  ______________________________________________________________________
 MK1074* NAD 83(1986) POSITION- 41 50 27.7    (N) 096 42 36.1    (W)   HD_HELD2
 MK1074* NAVD 88 ORTHO HEIGHT -   406.963 (meters)     1335.18  (feet) ADJUSTED
 MK1074  ______________________________________________________________________
 MK1074  GEOID HEIGHT    -        -25.442 (meters)                     GEOID18
 MK1074  DYNAMIC HEIGHT  -        406.815 (meters)     1334.69  (feet) COMP
 MK1074  MODELED GRAVITY -    980,245.8   (mgal)                       NAVD 88
 MK1074
 MK1074  VERT ORDER      -  SECOND    CLASS 0
 MK1074
 MK1074.The horizontal coordinates were established by autonomous hand held GPS
 MK1074.observations and have an estimated accuracy of +/- 10 meters.
 MK1074
 MK1074.The orthometric height was determined by differential leveling and
 MK1074.adjusted by the NATIONAL GEODETIC SURVEY
 MK1074.in June 1991.
 MK1074
 MK1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1074.GEOID18 height accuracy estimate available here.
 MK1074
 MK1074.Click photographs - Photos may exist for this station.
 MK1074
 MK1074.The dynamic height is computed by dividing the NAVD 88
 MK1074.geopotential number by the normal gravity value computed on the
 MK1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1074.degrees latitude (g = 980.6199 gals.).
 MK1074
 MK1074.The modeled gravity was interpolated from observed gravity values.
 MK1074
 MK1074;                    North         East    Units  Estimated Accuracy
 MK1074;SPC NE       -   228,103.      773,100.      MT  (+/- 10 meters HH2 GPS)
 MK1074
 MK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9012734661(NAD 83)
 MK1074
 MK1074                          SUPERSEDED SURVEY CONTROL
 MK1074
 MK1074  NGVD 29 (??/??/92)  406.822  (m)         1334.72   (f) ADJ UNCH    2 0
 MK1074
 MK1074.Superseded values are not recommended for survey control.
 MK1074
 MK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1074.See file dsdata.pdf to determine how the superseded data were derived.
 MK1074
 MK1074_MARKER: DB = BENCH MARK DISK
 MK1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1074_STAMPING: WEST POINT 1934
 MK1074_MARK LOGO: CGS
 MK1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1074+STABILITY: SURFACE MOTION
 MK1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1074+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 MK1074
 MK1074  HISTORY     - Date     Condition        Report By
 MK1074  HISTORY     - 1934     MONUMENTED       CGS
 MK1074  HISTORY     - 1965     GOOD             CGS
 MK1074  HISTORY     - 20140808 GOOD             GEOCAC
 MK1074
 MK1074                          STATION DESCRIPTION
 MK1074
 MK1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MK1074'AT WEST POINT.
 MK1074'AT WEST POINT, CUMING COUNTY, AT THE HIGH SCHOOL AT THE NORTH
 MK1074'WEST CORNER OF THE SCHOOL, 18 FEET SOUTH AND 155 FEET WEST OF
 MK1074'CENTER LINE OF INTERSECTION OF COLFEX AND BRIDGE STREETS, 18 FEET
 MK1074'SOUTH AND 25 FEET EAST OF CENTER LINE OF NORTH-SOUTH ALLEYWAY,
 MK1074'55 FEET NORTH AND 12 FEET WEST OF THE NORTHWEST CORNER OF THE
 MK1074'SCHOOL BUILDING, SURROUNDED BY A CONCRETE WALK, SET IN THE TOP
 MK1074'OF A CONCRETE POST, A STANDARD DISK, STAMPED WEST POINT 1934.
 MK1074
 MK1074                          STATION RECOVERY (2014)
 MK1074
 MK1074'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 MK1074'THE DISK IS SET IN THE TOP OF A 12 INCH, ROUND CONCRETE POST THAT
 MK1074'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0978 ***********************************************************************
 LG0978  CBN         -  This is a Cooperative Base Network Control Station.
 LG0978  DESIGNATION -  WEST POINT
 LG0978  PID         -  LG0978
 LG0978  STATE/COUNTY-  NE/OTOE
 LG0978  COUNTRY     -  US
 LG0978  USGS QUAD   -  DOUGLAS (2017)
 LG0978
 LG0978                         *CURRENT SURVEY CONTROL
 LG0978  ______________________________________________________________________
 LG0978* NAD 83(2011) POSITION- 40 32 15.32864(N) 096 25 47.58692(W)   ADJUSTED
 LG0978* NAD 83(2011) ELLIP HT-   399.661 (meters)        (06/27/12)   ADJUSTED
 LG0978* NAD 83(2011) EPOCH   -  2010.00
 LG0978* NAVD 88 ORTHO HEIGHT -   426.8   (meters)     1400.    (feet) GPS OBS
 LG0978  ______________________________________________________________________
 LG0978  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LG0978  GEOID HEIGHT    -         -27.16 (meters)                     GEOID93
 LG0978  GEOID HEIGHT    -        -27.240 (meters)                     GEOID18
 LG0978  NAD 83(2011) X  -   -543,633.966 (meters)                     COMP
 LG0978  NAD 83(2011) Y  - -4,823,890.702 (meters)                     COMP
 LG0978  NAD 83(2011) Z  -  4,123,792.928 (meters)                     COMP
 LG0978  LAPLACE CORR    -         -8.24  (seconds)                    DEFLEC18
 LG0978
 LG0978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0978  Standards:
 LG0978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0978  -------------------------------------------------------------------
 LG0978  NETWORK    1.59   1.37           0.74   0.51   0.70     -0.15664406
 LG0978  -------------------------------------------------------------------
 LG0978  Click here for local accuracies and other accuracy information.
 LG0978
 LG0978.The horizontal coordinates were established by GPS observations
 LG0978.and adjusted by the National Geodetic Survey in June 2012.
 LG0978
 LG0978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0978.been affixed to the stable North American tectonic plate. See 
 LG0978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0978
 LG0978.The horizontal coordinates are valid at the epoch date displayed above
 LG0978.which is a decimal equivalence of Year/Month/Day.
 LG0978
 LG0978.The orthometric height was determined by GPS observations and a
 LG0978.high-resolution geoid model.
 LG0978
 LG0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0978.GEOID18 height accuracy estimate available here.
 LG0978
 LG0978.Click photographs - Photos may exist for this station.
 LG0978
 LG0978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0978
 LG0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0978
 LG0978.The ellipsoidal height was determined by GPS observations
 LG0978.and is referenced to NAD 83.
 LG0978
 LG0978. The following values were computed from the NAD 83(2011) position.
 LG0978
 LG0978;                    North         East     Units Scale Factor Converg.
 LG0978;SPC NE       -    84,436.476   802,315.267   MT  0.99980012   +2 21 57.3
 LG0978;SPC NE       -   277,022.01  2,632,262.67   sFT  0.99980012   +2 21 57.3
 LG0978;UTM  14      - 4,490,601.509   717,665.598   MT  1.00018322   +1 40 15.9
 LG0978
 LG0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0978!SPC NE       -   0.99993731  x   0.99980012  =   0.99973744
 LG0978!UTM  14      -   0.99993731  x   1.00018322  =   1.00012052
 LG0978
 LG0978:                Primary Azimuth Mark                     Grid Az
 LG0978:SPC NE       -  WEST POINT AZ MK                         088 54 17.8
 LG0978:UTM  14      -  WEST POINT AZ MK                         089 35 59.2
 LG0978
 LG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1766590601(NAD 83)
 LG0978
 LG0978|---------------------------------------------------------------------|
 LG0978| PID    Reference Object                     Distance      Geod. Az  |
 LG0978|                                                           dddmmss.s |
 LG0978| LG0979 DOUGLAS MUNICIPAL TANK              APPROX. 7.4 KM 0300852.8 |
 LG0978| CL7846 WEST POINT RM 1                      25.985 METERS 05823     |
 LG0978| LG0974 BURR HOPE LUTHERAN CH SPIRE         APPROX.11.1 KM 0900957.5 |
 LG0978| CL7845 WEST POINT AZ MK                                   0911615.1 |
 LG0978| LG1040 STERLING MUNICIPAL TANK             APPROX. 9.0 KM 1510235.6 |
 LG0978| LG1038 EVANGELICAL JOHANNES CH SPIRE       APPROX.11.9 KM 1615044.5 |
 LG0978| LG1042 ADAMS MUNICIPAL TANK                APPROX.11.7 KM 2161357.7 |
 LG0978| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX.16.8 KM 2585740.5 |
 LG0978| CL7847 WEST POINT RM 2                      32.019 METERS 33105     |
 LG0978|---------------------------------------------------------------------|
 LG0978
 LG0978                          SUPERSEDED SURVEY CONTROL
 LG0978
 LG0978  NAD 83(2007)-  40 32 15.32869(N)    096 25 47.58743(W) AD(2002.00) 0
 LG0978  ELLIP H (02/10/07)  399.683  (m)                       GP(2002.00)    
 LG0978  ELLIP H (09/24/01)  399.664  (m)                       GP(       ) 4 1
 LG0978  NAD 83(1992)-  40 32 15.32841(N)    096 25 47.58674(W) AD(       ) B
 LG0978  ELLIP H (11/28/94)  399.743  (m)                       GP(       ) 2 1
 LG0978  NAD 83(1986)-  40 32 15.33613(N)    096 25 47.58379(W) AD(       ) 1
 LG0978  NAD 27      -  40 32 15.34000(N)    096 25 46.53300(W) AD(       ) 1
 LG0978
 LG0978.Superseded values are not recommended for survey control.
 LG0978
 LG0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0978.See file dsdata.pdf to determine how the superseded data were derived.
 LG0978
 LG0978_MARKER: DS = TRIANGULATION STATION DISK
 LG0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0978_STAMPING: WEST POINT 1947
 LG0978_MARK LOGO: CGS
 LG0978_PROJECTION: FLUSH
 LG0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0978+STABILITY: SURFACE MOTION
 LG0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0978+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2010
 LG0978
 LG0978  HISTORY     - Date     Condition        Report By
 LG0978  HISTORY     - 1947     MONUMENTED       CGS
 LG0978  HISTORY     - 19931004 GOOD             NE-109
 LG0978  HISTORY     - 20100105 GOOD             INDIV
 LG0978
 LG0978                          STATION DESCRIPTION
 LG0978
 LG0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0978'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF ADAMS, 7 MILES
 LG0978'WEST OF BURR AND ABOUT 4 MILES SOUTHWEST OF DOUGLASS IN THE FARM
 LG0978'YARD OF PROPERTY OWNED BY WILL DAVIS.  IT IS 54.5 FEET WEST OF
 LG0978'THE CENTER OF THE DRIVEWAY LEADING INTO THE FARMYARD, 43.5 FEET
 LG0978'NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 9 FEET
 LG0978'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED WEST POINT 1947
 LG0978'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0978'
 LG0978'REFERENCE MARK NO. 1 IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0978'OF A BARN, 87 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 LG0978'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LG0978'WEST POINT NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0978'
 LG0978'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0978'OF THE HOUSE, 28.5 FEET WEST OF A GATE, 1.5 FEET EAST OF A FENCE
 LG0978'CORNER AND 6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LG0978'STAMPED WEST POINT NO 2 1947 AND IS FLUSH WITH THE SURFACE OF
 LG0978'THE GROUND.
 LG0978'
 LG0978'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 30 FEET SOUTH OF THE
 LG0978'CENTER OF AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH OF AN EAST-WEST
 LG0978'FENCE LINE AND 1 FOOT WEST OF A 4-INCH SQUARE WHITE WOODEN
 LG0978'WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED WEST POINT 1947
 LG0978'AND PROJECTS 8 INCHES.
 LG0978'
 LG0978'TO REACH THE STATION FROM THE POST OFFICE IN ADAMS, GO EAST ON
 LG0978'STATE HIGHWAY 41 FOR 0.25 MILE, TURN LEFT, NORTH, ACROSS RAILROAD
 LG0978'TRACKS AND GO 0.5 MILE TO THE JUNCTION OF STATE HIGHWAYS 41 AND 42.
 LG0978'KEEP STRAIGHT AHEAD ON STATE HIGHWAY 42 AND GO 5.0 MILES TO A
 LG0978'CROSSROAD AND SIGN ON THE LEFT FIRTH 6 MI.  TURN RIGHT, EAST, AND
 LG0978'GO 3.7 MILES TO A FARM ON THE LEFT AND THE STATION AS DESCRIBED.
 LG0978'
 LG0978'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 LG0978'GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LG0978'AS DESCRIBED.
 LG0978'
 LG0978'A 47 FOOT SIGNAL AT DOUGLAS IS VISIBLE AT 30 FEET.
 LG0978'
 LG0978'A 4 FOOT SIGNAL AT PLEASANT HILL IS V.G.
 LG0978'
 LG0978'A 74 FOOT SIGNAL AT STERLING IS V.G.
 LG0978'
 LG0978'AN 87 FOOT SIGNAL AT IMMANUEL IS V.G.
 LG0978'
 LG0978'A 74 FOOT SIGNAL AT WOLKEN IS V.G.
 LG0978'
 LG0978'A 74 FOOT SIGNAL AT JAKES IS V.G.
 LG0978'
 LG0978'A 40 FOOT SIGNAL AT KALLENEYN
 LG0978'
 LG0978'AN 87 FOOT SIGNAL AT COURTLAND IS V.G.
 LG0978'
 LG0978'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 30 FEET.
 LG0978'
 LG0978'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0978
 LG0978                          STATION RECOVERY (1993)
 LG0978
 LG0978'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 LG0978'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 6.44 KM (4.00 MI)
 LG0978'SOUTH AND 3.62 KM (2.25 MI) WEST OF DOUGLAS, NEAR THE SOUTH 1/16
 LG0978'CORNER OF SECTION 29, T7N, R9E OF THE SIXTH PRINCIPAL MERIDIAN, OTOE
 LG0978'COUNTY, NEBRASKA AND IN AN ABANDONED FARMYARD ON PROPERTY OWNED BY
 LG0978'LANDIS RULLA, SR., OF PALMYRA, NEBRASKA.  LANDIS A RULLA, JR. OF RFD,
 LG0978'DOUGLAS, NEBRASKA, 68344, TELEPHONE NUMBER 402-799 3893, WAS CONTACTED
 LG0978'FOR PERMISSION TO VISIT THE STATION.
 LG0978'
 LG0978'TO REACH THE STATION FROM DOUGLAS, GO SOUTH ON A COUNTY SECTION LINE
 LG0978'ROAD FOR 6.44 KM (4.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 LG0978'A GRAVELED ROAD FOR 3.62 KM (2.25 MI) TO THE STATION ON THE RIGHT.
 LG0978'
 LG0978'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG0978'WITH THE GROUND SURFACE.  IT IS 16.46 M (54.00 FT) WEST FROM THE
 LG0978'CENTER OF A DRIVEWAY INTO THE OLD FARMYARD, 13.11 M (43.01 FT) NORTH
 LG0978'FROM THE CENTERLINE OF THE EAST-WEST ROAD AND 3.14 M (10.30 FT) NORTH
 LG0978'FROM AN EAST-WEST FENCE AND A WITNESS POST.
 LG0978'
 LG0978'NOTE-THE REFERENCE MARKS AND AZIMUTH MARK WERE ALSO FOUND IN GOOD
 LG0978'CONDITION.
 LG0978
 LG0978                          STATION RECOVERY (2010)
 LG0978
 LG0978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LLB)
 LG0978'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0842 ***********************************************************************
 LG0842  DESIGNATION -  WESTERN
 LG0842  PID         -  LG0842
 LG0842  STATE/COUNTY-  NE/SALINE
 LG0842  COUNTRY     -  US
 LG0842  USGS QUAD   -  TOBIAS (2017)
 LG0842
 LG0842                         *CURRENT SURVEY CONTROL
 LG0842  ______________________________________________________________________
 LG0842* NAD 83(1995) POSITION- 40 23 36.57078(N) 097 16 05.57426(W)   ADJUSTED
 LG0842* NAVD 88 ORTHO HEIGHT -   481.    (meters)     1578.    (feet) SCALED
 LG0842  ______________________________________________________________________
 LG0842  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 LG0842  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 LG0842  HORZ ORDER      -  FIRST
 LG0842
 LG0842.The horizontal coordinates were established by classical geodetic methods
 LG0842.and adjusted by the National Geodetic Survey in August 1997.
 LG0842
 LG0842.The orthometric height was scaled from a topographic map.
 LG0842
 LG0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0842.GEOID18 height accuracy estimate available here.
 LG0842
 LG0842.Click photographs - Photos may exist for this station.
 LG0842
 LG0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0842
 LG0842. The following values were computed from the NAD 83(1995) position.
 LG0842
 LG0842;                    North         East     Units Scale Factor Converg.
 LG0842;SPC NE       -    65,858.659   731,858.644   MT  0.99984524   +1 48 37.2
 LG0842;SPC NE       -   216,071.28  2,401,106.23   sFT  0.99984524   +1 48 37.2
 LG0842;UTM  14      - 4,472,872.110   646,976.263   MT  0.99986591   +1 07 20.8
 LG0842
 LG0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0842!SPC NE       -   0.99992875  x   0.99984524  =   0.99977400
 LG0842!UTM  14      -   0.99992875  x   0.99986591  =   0.99979467
 LG0842
 LG0842:                Primary Azimuth Mark                     Grid Az
 LG0842:SPC NE       -  WESTERN AZ MK 2                          088 12 48.2
 LG0842:UTM  14      -  WESTERN AZ MK 2                          088 54 04.6
 LG0842
 LG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4697672872(NAD 83)
 LG0842
 LG0842|---------------------------------------------------------------------|
 LG0842| PID    Reference Object                     Distance      Geod. Az  |
 LG0842|                                                           dddmmss.s |
 LG0842| CO2742 WESTERN RM 1                         45.287 METERS 05807     |
 LG0842| CO2739 WESTERN AZ MK 2                                    0900125.4 |
 LG0842| CO2740 WESTERN AZ MK 3                                    09003     |
 LG0842| LG0816 WESTERN ST JOHANNIS CH SPIRE        APPROX. 6.3 KM 0925803.6 |
 LG0842| CO2741 WESTERN AZ MK                                      1493247.1 |
 LG0842| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX. 8.4 KM 1970143.6 |
 LG0842| LG0843 DAYKIN MUNICIPAL TANK               APPROX. 8.3 KM 1991049.2 |
 LG0842| LG0847 BRUNING AIR BASE WATER TANK         APPROX.15.8 KM 2470142.7 |
 LG0842| LG0848 OHIOWA MUNICIPAL TANK               APPROX.15.8 KM 2765837.3 |
 LG0842| LG0840 TOBIAS MUNICIPAL TANK               APPROX. 6.4 KM 2962647.2 |
 LG0842| CO2743 WESTERN RM 2                         36.884 METERS 31121     |
 LG0842|---------------------------------------------------------------------|
 LG0842
 LG0842                          SUPERSEDED SURVEY CONTROL
 LG0842
 LG0842  NAD 83(1986)-  40 23 36.57772(N)    097 16 05.57414(W) AD(       ) 1
 LG0842  NAD 27      -  40 23 36.57300(N)    097 16 04.41700(W) AD(       ) 1
 LG0842
 LG0842.Superseded values are not recommended for survey control.
 LG0842
 LG0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0842.See file dsdata.pdf to determine how the superseded data were derived.
 LG0842
 LG0842_MARKER: DS = TRIANGULATION STATION DISK
 LG0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0842_STAMPING: WESTERN 1935
 LG0842_MARK LOGO: CGS
 LG0842_PROJECTION: RECESSED 30 CENTIMETERS
 LG0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0842+STABILITY: SURFACE MOTION
 LG0842
 LG0842  HISTORY     - Date     Condition        Report By
 LG0842  HISTORY     - 1935     MONUMENTED       CGS
 LG0842  HISTORY     - 1950     GOOD             CGS
 LG0842  HISTORY     - 1970     GOOD             NGS
 LG0842  HISTORY     - 1977     GOOD             NGS
 LG0842
 LG0842                          STATION DESCRIPTION
 LG0842
 LG0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0842'IN THE NORTHWEST QUARTER SEC. 24, T. 5 N., R. 1 E., ABOUT 3-3/4
 LG0842'MILES WEST OF WESTERN ON THE SOUTH END OF A RIDGE, THE HIGHEST
 LG0842'GROUND IN VICINITY.  THERE IS A HEDGE ROW ON THE NORTH SIDE OF THE
 LG0842'ROAD AND SEVERAL LARGE TREES ON THE SOUTH SIDE.  THIS POINT
 LG0842'OVERLOOKS EVERYTHING TO THE SOUTH AND IS FLAT TO THE NORTH
 LG0842'
 LG0842'REACHED FROM WESTERN (SALINE COUNTY BANK) BY GOING WEST ON
 LG0842'DIRT ROAD 3.7 MILES TO TOP OF RIDGE, AND STATION.  MARK IS SET 42
 LG0842'FEET SOUTH OF CENTERLINE OF ROAD.
 LG0842'
 LG0842'REFERENCE MARK NO. 1 IS 148.54 FEET (45.271 METERS) SOUTHEAST
 LG0842'OF STATION, ON NORTH SIDE OF ROAD.
 LG0842'
 LG0842'REFERENCE MARK NO. 2 IS 120.92 FEET (36.858 METERS) NORTHWEST
 LG0842'OF STATION, ON NORTH SIDE OF ROAD.
 LG0842'
 LG0842'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING SECTION-LINE
 LG0842'ROAD EAST 0.7 MILE TO CROSSROADS, TURN RIGHT (SOUTH) AND GO
 LG0842'1.2 MILES.  MARK IS SET 25 FEET RIGHT (WEST) OF CENTERLINE OF
 LG0842'ROAD.
 LG0842'
 LG0842'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LG0842
 LG0842                          STATION RECOVERY (1950)
 LG0842
 LG0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0842'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LG0842'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AS THE OLD
 LG0842'MARK WAS NOT RECOVERED.  THE DISTANCES TO THE REFERENCE MARKS
 LG0842'DID NOT CHECK.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION
 LG0842'IS LOCATED ABOUT 3-3/4 MILES WEST OF WESTERN ON THE SOUTH
 LG0842'END OF A RIDGE ON THE HIGHEST GROUND IN THE VICINITY.  STATION
 LG0842'IS 42 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD
 LG0842'AND 12 FEET SOUTH SOUTHEAST OF WITNESS POST.  THE MARK IS ABOUT
 LG0842'12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED WESTERN
 LG0842'1935.
 LG0842'
 LG0842'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE APPROXIMATE
 LG0842'CENTERLINE OF ROAD AND 2 FEET NORTH OF FENCE.  THE MARK PROJECTS
 LG0842'ABOUT 6 INCHES AND THE DISK IS STAMPED WESTERN NO 1 1935.
 LG0842'
 LG0842'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE APPROXIMATE
 LG0842'CENTERLINE OF ROAD AND 4 FEET NORTH OF FENCE.  THE MARK PROJECTS
 LG0842'ABOUT 6 INCHES AND THE DISK IS STAMPED WESTERN NO 2 1935.
 LG0842'
 LG0842'AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 LG0842'ROAD JUNCTION, 12 FEET SOUTH OF FENCE CORNER AND TELEPHONE POLE,
 LG0842'4 FEET SOUTH OF WITNESS POST AND 0.5 FOOT EAST OF FENCE.  THE
 LG0842'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WESTERN
 LG0842'1950.
 LG0842'
 LG0842'TO REACH FROM THE SALINE COUNTY BANK IN WESTERN GO WEST ON GRAVEL
 LG0842'ROAD FOR 3.0 MILES TO CROSSROADS AND AZIMUTH MARK IN SOUTHWEST
 LG0842'ANGLE OF CROSSROADS AS DESCRIBED.  CONTINUE WEST FOR 0.7 MILE TO
 LG0842'STATION ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 LG0842'
 LG0842'1950 OBSERVATION TAKEN FROM A 77 FOOT STEEL TOWER.
 LG0842
 LG0842                          STATION RECOVERY (1970)
 LG0842
 LG0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0842'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG0842'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LG0842'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 LG0842'WAS FOUND ADEQUATE FOR RECOVERY.
 LG0842'
 LG0842'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE CENTER OF THE ROAD,
 LG0842'17 FEET EAST-SOUTHEAST OF A POWERLINE POLE, AND 10 FEET WEST OF
 LG0842'THE CENTER OF A FIELD ENTRANCE.
 LG0842'
 LG0842'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTER OF THE
 LG0842'ROAD, 51 FEET EAST OF A POWERLINE POLE, AND 1 FOOT WEST OF A METAL
 LG0842'WITNESS POST.
 LG0842'
 LG0842'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG0842'
 LG0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-3/4
 LG0842'MILES WEST OF WESTERN.
 LG0842
 LG0842                          STATION RECOVERY (1977)
 LG0842
 LG0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG0842'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LG0842'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 LG0842'LYING ON TOP THE GROUND AT A FENCELINE.  THIS DATE A NEW AZIMUTH
 LG0842'MARK WAS SET, USING THE ZION EV. LUTH. KIRCHE SPIRE AS THE TIE LINE.
 LG0842'THE DISTANCE TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH
 LG0842'THE 1950 DISTANCE.  THE DIRECTION TO REFERENCE MARK 1 MISSED THE
 LG0842'1950 DIRECTION 2 MINUTES 55 SECONDS.  THE DIRECTION TO
 LG0842'REFERENCE MARK 2 MISSED THE 1950 DIRECTION 19 SECONDS.  THE
 LG0842'PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR RECOVERY OF THE STATION WITH
 LG0842'THE EXCEPTION THAT THE SALINE COUNTY BANK BUILDING IN WESTERN
 LG0842'IS NOW THE POST OFFICE.  FOLLOWING IS A DESCRIPTION FOR THE
 LG0842'AZIMUTH MARK 1977.
 LG0842'
 LG0842'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WESTERN 1935 1977, SET
 LG0842'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES
 LG0842'ABOVE THE GROUND SURFACE.  IT IS 46 FEET SOUTH OF THE CENTER OF THE
 LG0842'EAST-WEST GRAVELED ROAD, 36 FEET WEST OF THE CENTER OF A
 LG0842'NORTH-SOUTH GRAVELED ROAD, 15 FEET SOUTH OF A TELEPHONE POLE, 13
 LG0842'FEET SOUTH OF A CORNER FENCE POST, 2 FEET NORTHEAST OF A METAL
 LG0842'WITNESS POST AND 1.5 FEET EAST OF A NORTH-SOUTH FENCELINE.
 LG0842'
 LG0842'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 LG0842'ROAD FOR 0.7 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.
 LG0842'
 LG0842'NOTE--REBAR PLACED AT THE MARKS.
 LG0842'
 LG0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MILES WEST
 LG0842'OF WESTERN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0816 ***********************************************************************
 LG0816  DESIGNATION -  WESTERN ST JOHANNIS CH SPIRE
 LG0816  PID         -  LG0816
 LG0816  STATE/COUNTY-  NE/SALINE
 LG0816  COUNTRY     -  US
 LG0816  USGS QUAD   -  WESTERN (2017)
 LG0816
 LG0816                         *CURRENT SURVEY CONTROL
 LG0816  ______________________________________________________________________
 LG0816* NAD 83(1995) POSITION- 40 23 25.88463(N) 097 11 38.15759(W)   ADJUSTED
 LG0816  ______________________________________________________________________
 LG0816  GEOID HEIGHT    -        -26.933 (meters)                     GEOID18
 LG0816  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 LG0816  HORZ ORDER      -  THIRD
 LG0816
 LG0816.The horizontal coordinates were established by classical geodetic methods
 LG0816.and adjusted by the National Geodetic Survey in August 1997.
 LG0816
 LG0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0816.GEOID18 height accuracy estimate available here.
 LG0816
 LG0816.Click photographs - Photos may exist for this station.
 LG0816
 LG0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0816
 LG0816. The following values were computed from the NAD 83(1995) position.
 LG0816
 LG0816;                    North         East     Units Scale Factor Converg.
 LG0816;SPC NE       -    65,731.181   738,171.829   MT  0.99984624   +1 51 34.5
 LG0816;SPC NE       -   215,653.05  2,421,818.74   sFT  0.99984624   +1 51 34.5
 LG0816;UTM  14      - 4,472,668.779   653,287.661   MT  0.99988924   +1 10 14.0
 LG0816
 LG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5328772668(NAD 83)
 LG0816
 LG0816                          SUPERSEDED SURVEY CONTROL
 LG0816
 LG0816  NAD 83(1986)-  40 23 25.89172(N)    097 11 38.15724(W) AD(       ) 3
 LG0816  NAD 27      -  40 23 25.88300(N)    097 11 37.01600(W) AD(       ) 3
 LG0816
 LG0816.Superseded values are not recommended for survey control.
 LG0816
 LG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0816.See file dsdata.pdf to determine how the superseded data were derived.
 LG0816
 LG0816_MARKER: 90 = CHURCH SPIRE
 LG0816
 LG0816  HISTORY     - Date     Condition        Report By
 LG0816  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0816  HISTORY     - 20040531 GOOD             USPSQD
 LG0816
 LG0816                          STATION DESCRIPTION
 LG0816
 LG0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0816'POINT OBSERVED UPON WAS TIP OF SPIRE OF THE ST. JOHANNIS CHURCH OF
 LG0816'WESTERN, LOCATED IN THE SOUTHEAST PORTION OF TOWN.
 LG0816'
 LG0816'OBSERVED UPON FROM STATIONS WESTERN, PLACEK, ZALESKY, AND
 LG0816'HELVEY LA PLACE AZIMUTH.
 LG0816
 LG0816                          STATION RECOVERY (2004)
 LG0816
 LG0816'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0816'STATION FOUND GOOD. THE CHURCH IS WEST OF BRADSHAW STREET, NORTH OF
 LG0816'SPRUCE STREET AND IN THE NORTHWEST CORNER OF THE INTERSECTION. THE
 LG0816'CHURCH IS NOW THE ST. JOHN'S UNITED CHURCH OF CHRIST AND HAS WHITE
 LG0816'PAINTED SIDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1327 ***********************************************************************
 LH1327  DESIGNATION -  WESTMARK
 LH1327  PID         -  LH1327
 LH1327  STATE/COUNTY-  NE/PHELPS
 LH1327  COUNTRY     -  US
 LH1327  USGS QUAD   -  ELM CREEK SW (2017)
 LH1327
 LH1327                         *CURRENT SURVEY CONTROL
 LH1327  ______________________________________________________________________
 LH1327* NAD 83(1995) POSITION- 40 32 57.24537(N) 099 26 14.57919(W)   ADJUSTED
 LH1327* NAVD 88 ORTHO HEIGHT -   712.    (meters)     2336.    (feet) SCALED
 LH1327  ______________________________________________________________________
 LH1327  GEOID HEIGHT    -        -24.646 (meters)                     GEOID18
 LH1327  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 LH1327  HORZ ORDER      -  THIRD
 LH1327
 LH1327.The horizontal coordinates were established by classical geodetic methods
 LH1327.and adjusted by the National Geodetic Survey in August 1997.
 LH1327
 LH1327.The orthometric height was scaled from a topographic map.
 LH1327
 LH1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1327.GEOID18 height accuracy estimate available here.
 LH1327
 LH1327.Click photographs - Photos may exist for this station.
 LH1327
 LH1327.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1327
 LH1327. The following values were computed from the NAD 83(1995) position.
 LH1327
 LH1327;                    North         East     Units Scale Factor Converg.
 LH1327;SPC NE       -    79,641.590   547,646.869   MT  0.99979674   +0 22 22.2
 LH1327;SPC NE       -   261,290.78  1,796,738.10   sFT  0.99979674   +0 22 22.2
 LH1327;UTM  14      - 4,488,811.709   462,965.894   MT  0.99961688   -0 17 03.6
 LH1327
 LH1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1327!SPC NE       -   0.99989214  x   0.99979674  =   0.99968891
 LH1327!UTM  14      -   0.99989214  x   0.99961688  =   0.99950907
 LH1327
 LH1327:                Primary Azimuth Mark                     Grid Az
 LH1327:SPC NE       -  WESTMARK AZ MK                           001 57 16.8
 LH1327:UTM  14      -  WESTMARK AZ MK                           002 36 42.6
 LH1327
 LH1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6296588811(NAD 83)
 LH1327
 LH1327|---------------------------------------------------------------------|
 LH1327| PID    Reference Object                     Distance      Geod. Az  |
 LH1327|                                                           dddmmss.s |
 LH1327| CO2744 WESTMARK AZ MK                                     0021939.0 |
 LH1327| CO2745 WESTMARK RM 1                        13.655 METERS 09946     |
 LH1327| LH1375 HOLDREGE SAFE PATROL RAD MAST       APPROX.11.4 KM 1630434.5 |
 LH1327| LH1378 LOOMIS MUNICIPAL TANK               APPROX. 9.8 KM 2164823.5 |
 LH1327| CO2746 WESTMARK RM 2                        10.599 METERS 27954     |
 LH1327|---------------------------------------------------------------------|
 LH1327
 LH1327                          SUPERSEDED SURVEY CONTROL
 LH1327
 LH1327  NAD 83(1986)-  40 32 57.25146(N)    099 26 14.58085(W) AD(       ) 3
 LH1327  NAD 27      -  40 32 57.22600(N)    099 26 13.21500(W) AD(       ) 3
 LH1327
 LH1327.Superseded values are not recommended for survey control.
 LH1327
 LH1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1327.See file dsdata.pdf to determine how the superseded data were derived.
 LH1327
 LH1327_MARKER: DS = TRIANGULATION STATION DISK
 LH1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1327_STAMPING: WESTMARK 1951
 LH1327_MARK LOGO: CGS
 LH1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1327+STABILITY: SURFACE MOTION
 LH1327
 LH1327  HISTORY     - Date     Condition        Report By
 LH1327  HISTORY     - 1951     MONUMENTED       CGS
 LH1327
 LH1327                          STATION DESCRIPTION
 LH1327
 LH1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1327'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF HOLDREGE
 LH1327'AND 5 MILES NORTHEAST OF LOOMIS.  IT IS 100 FEET WEST OF THE
 LH1327'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 38 FEET NORTH OF THE
 LH1327'NORTH BANK OF A CANAL AND 5 FEET WEST OF A WITNESS POST.  IT
 LH1327'IS STAMPED WESTMARK 1951 AND PROJECTS 2 INCHES.
 LH1327'
 LH1327'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE CENTERLINE OF A
 LH1327'NORTH-SOUTH GRAVELED ROAD AND 44 FEET NORTH OF THE NORTH
 LH1327'BANK OF THE CANAL.  IT IS STAMPED WESTMARK NO 1 1951 AND PROJECTS
 LH1327'2 INCHES.
 LH1327'
 LH1327'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE NORTH BANK OF THE
 LH1327'CANAL.  IT IS STAMPED WESTMARK NO 2 1951 AND PROJECTS 3 INCHES.
 LH1327'
 LH1327'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 LH1327'GRAVELED ROAD, 29 FEET SOUTH OF AN EAST-WEST ROAD, 1.5 FEET EAST
 LH1327'OF POWER LINE POLE NO. 1660 AND 2 FEET WEST OF A WITNESS POST.  .
 LH1327'IT IS STAMPED WESTMARK 1951 AND PROJECTS 2 INCHES.
 LH1327'
 LH1327'TO REACH THE STATION FROM THE RAILROAD STATION IN LOOMIS, GO
 LH1327'NORTH ON GRAVELED ROAD FOR 0.15 MILE TO A T ROAD RIGHT.  TURN RIGHT,
 LH1327'EAST, AND GO 3.8 MILES TO A CROSSROAD, TURN LEFT, NORTH, AND GO
 LH1327'4.8 MILES TO THE CANAL AND THE STATION ON THE LEFT AS
 LH1327'DESCRIBED.
 LH1327'
 LH1327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 LH1327'GRAVELED ROAD FOR 0.35 MILES TO A CROSSROAD AND THE MARK IN THE
 LH1327'SOUTHWEST ANGLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0799 ***********************************************************************
 NN0799  DESIGNATION -  WESTON
 NN0799  PID         -  NN0799
 NN0799  STATE/COUNTY-  NE/KEYA PAHA
 NN0799  COUNTRY     -  US
 NN0799  USGS QUAD   -  MEADVILLE NW (2017)
 NN0799
 NN0799                         *CURRENT SURVEY CONTROL
 NN0799  ______________________________________________________________________
 NN0799* NAD 83(1995) POSITION- 42 57 16.53531(N) 099 56 19.98254(W)   ADJUSTED
 NN0799* NAVD 88 ORTHO HEIGHT -   768.    (meters)     2520.    (feet) SCALED
 NN0799  ______________________________________________________________________
 NN0799  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 NN0799  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC18
 NN0799  HORZ ORDER      -  THIRD
 NN0799
 NN0799.The horizontal coordinates were established by classical geodetic methods
 NN0799.and adjusted by the National Geodetic Survey in August 1997.
 NN0799
 NN0799.The orthometric height was scaled from a topographic map.
 NN0799
 NN0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0799.GEOID18 height accuracy estimate available here.
 NN0799
 NN0799.Click photographs - Photos may exist for this station.
 NN0799
 NN0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0799
 NN0799. The following values were computed from the NAD 83(1995) position.
 NN0799
 NN0799;                    North         East     Units Scale Factor Converg.
 NN0799;SPC NE       -   346,578.703   504,987.020   MT  0.99997948   +0 02 25.8
 NN0799;SPC NE       - 1,137,066.96  1,656,778.25   sFT  0.99997948   +0 02 25.8
 NN0799;SPC SD S     -    69,093.372   632,186.477   MT  0.99997350   +0 16 19.6
 NN0799;SPC SD S     -   226,683.84  2,074,098.47   sFT  0.99997350   +0 16 19.6
 NN0799;UTM  14      - 4,756,200.053   423,416.531   MT  0.99967215   -0 38 23.3
 NN0799
 NN0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0799!SPC NE       -   0.99988323  x   0.99997948  =   0.99986271
 NN0799!SPC SD S     -   0.99988323  x   0.99997350  =   0.99985673
 NN0799!UTM  14      -   0.99988323  x   0.99967215  =   0.99955541
 NN0799
 NN0799:                Primary Azimuth Mark                     Grid Az
 NN0799:SPC NE       -  WESTON AZ MK                             123 15 50.0
 NN0799:SPC SD S     -  WESTON AZ MK                             123 01 56.2
 NN0799:UTM  14      -  WESTON AZ MK                             123 56 39.1
 NN0799
 NN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2341656200(NAD 83)
 NN0799
 NN0799|---------------------------------------------------------------------|
 NN0799| PID    Reference Object                     Distance      Geod. Az  |
 NN0799|                                                           dddmmss.s |
 NN0799| CO4834 WESTON RM 1                           7.675 METERS 08529     |
 NN0799| CO4833 WESTON AZ MK                                       1231815.8 |
 NN0799| CO4835 WESTON RM 2                           8.038 METERS 33721     |
 NN0799|---------------------------------------------------------------------|
 NN0799
 NN0799                          SUPERSEDED SURVEY CONTROL
 NN0799
 NN0799  NAD 83(1986)-  42 57 16.54096(N)    099 56 19.99559(W) AD(       ) 3
 NN0799  NAD 27      -  42 57 16.52000(N)    099 56 18.59000(W) AD(       ) 3
 NN0799
 NN0799.Superseded values are not recommended for survey control.
 NN0799
 NN0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0799.See file dsdata.pdf to determine how the superseded data were derived.
 NN0799
 NN0799_MARKER: DS = TRIANGULATION STATION DISK
 NN0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0799_STAMPING: WESTON 1949
 NN0799_MARK LOGO: CGS
 NN0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0799+STABILITY: SURFACE MOTION
 NN0799
 NN0799  HISTORY     - Date     Condition        Report By
 NN0799  HISTORY     - 1949     MONUMENTED       CGS
 NN0799  HISTORY     - 1962     SEE DESCRIPTION  USGS
 NN0799
 NN0799                          STATION DESCRIPTION
 NN0799
 NN0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0799'THE STATION IS LOCATED ABOUT 7.0 MILES EAST AND 6.0 MILES NORTH
 NN0799'OF NORDEN AND 3.0 MILES SOUTH OF THE NEBRASKA-SOUTH DAKOTA
 NN0799'STATE LINE, ON THE HIGH POINT OF A SMALL SAND HILL AND ON LAND
 NN0799'OWNED BY MR. EARL WESTON.  IT IS ABOUT 1.0 MILE NORTH OF THE
 NN0799'WESTON RANCH HOUSE, 12 FEET NORTH OF THE NORTH EDGE OF SAND
 NN0799'BLOW AND 5 FEET NORTHEAST OF WITNESS POST.  IT IS STAMPED
 NN0799'WESTON 1949 AND PROJECTS 5 INCHES.
 NN0799'
 NN0799'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET ON THE EAST
 NN0799'SLOPE OF THE HILL AND ABOUT 2 FEET LOWER IN ELEVATION THAN
 NN0799'STATION MARK.  IT IS STAMPED WESTON NO 1 1949 AND PROJECTS
 NN0799'6 INCHES.
 NN0799'
 NN0799'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION, SET ON THE
 NN0799'NORTH SLOPE OF THE HILL AND ABOUT 2-1/2 FEET LOWER IN ELEVATION
 NN0799'THAN STATION MARK.  IT IS STAMPED WESTON NO 2 1949 AND PROJECTS
 NN0799'6 INCHES.
 NN0799'
 NN0799'HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 NN0799'MARK NO 2 IS 41.74 FEET, 12.723 METERS.
 NN0799'
 NN0799'THE AZIMUTH MARK IS ABOUT 1.2 MILES SOUTHEAST OF THE STATION,
 NN0799'ABOUT 0.1 MILE EAST OF GATE INTO PASTURE, 1 FOOT NORTH OF
 NN0799'EAST-WEST FENCE LINE AND 2 FEET EAST OF WITNESS POST.  IT IS
 NN0799'STAMPED WESTON 1949 AND PROJECTS 6 INCHES.
 NN0799'
 NN0799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 NN0799'STATE ROUTE NO 72 IN THE CENTER OF SPRINGVIEW, GO WEST ON STATE
 NN0799'ROUTE NO 72 FOR 3.0 MILES TO JUNCTION WITH STATE ROUTE NO 7,
 NN0799'CONTINUE WEST, NORTH AND WEST ON STATE ROUTE NO 7 FOR 8.8 MILES
 NN0799'TO WHERE NO 7 TURNS LEFT AT A LARGE SIGN GUIDE ROCK-LOST CREEK
 NN0799'CATTLEMEN, CONTINUE STRAIGHT AHEAD NORTH ON DIRT ROAD FOR 5.05
 NN0799'MILES TO WHERE MAIN ROAD TURNS LEFT AT GATE AND TRACK ROAD
 NN0799'STRAIGHT AHEAD INTO FIELD, CONTINUE STRAIGHT AHEAD THROUGH
 NN0799'GATE INTO FIELD FOR 0.15 MILE TO FORKS, BEAR LEFT AND
 NN0799'CONTINUE NORTH ON TRACK ROAD FOR 0.45 MILE TO GATE, (AZIMUTH
 NN0799'MARK IS ABOUT 0.1 MILE EAST OF THIS GATE AS DESCRIBED) PASS
 NN0799'THROUGH GATE INTO PASTURE AND FOLLOW TRACK ROAD
 NN0799'NORTH-NORTHWEST FOR 0.4 MILE TO A POINT ABOUT 0.05 MILE
 NN0799'AFTER PASSING OVER LOW RIDGE, HERE LEAVE TRACK ROAD, TURN
 NN0799'LEFT AND GO WEST ACROSS PASTURE FOR 0.7 MILE TO HIGHEST POINT
 NN0799'AND STATION AS DESCRIBED.
 NN0799'
 NN0799'A 4 FOOT SIGNAL AT STATION LINSE IS VISIBLE AT 4 FEET
 NN0799'
 NN0799'A 74 FOOT SIGNAL AT STATION NORDEN IS VISIBLE AT 4 FEET
 NN0799'
 NN0799'A 4 FOOT SIGNAL AT STATION MOORE 1936 IS VISIBLE AT 4 FEET
 NN0799'
 NN0799'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0799
 NN0799                          STATION RECOVERY (1962)
 NN0799
 NN0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (LHB)
 NN0799'STATION MARK WAS FOUND LYING ON ITS SIDE IN SAND BLOW-OUT.
 NN0799'A CHECK FROM THE REFERENCE MARKS INDICATED STATION MARK WAS
 NN0799'LYING IN ALMOST THE EXACT POSITION AS WHEN SET.
 NN0799'
 NN0799'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1050 ***********************************************************************
 LH1050  DESIGNATION -  WESTSIDE
 LH1050  PID         -  LH1050
 LH1050  STATE/COUNTY-  NE/PHELPS
 LH1050  COUNTRY     -  US
 LH1050  USGS QUAD   -  OVERTON (2017)
 LH1050
 LH1050                         *CURRENT SURVEY CONTROL
 LH1050  ______________________________________________________________________
 LH1050* NAD 83(1995) POSITION- 40 39 45.52023(N) 099 37 27.32253(W)   ADJUSTED
 LH1050* NAVD 88 ORTHO HEIGHT -   745.45  (+/-2cm)     2445.7   (feet) VERTCON
 LH1050  ______________________________________________________________________
 LH1050  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 LH1050  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 LH1050  HORZ ORDER      -  THIRD
 LH1050  VERT ORDER      -  THIRD ? (See Below)
 LH1050
 LH1050.The horizontal coordinates were established by classical geodetic methods
 LH1050.and adjusted by the National Geodetic Survey in August 1997.
 LH1050
 LH1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1050
 LH1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1050.GEOID18 height accuracy estimate available here.
 LH1050
 LH1050.The vertical order pertains to the NGVD 29 superseded value.
 LH1050
 LH1050.Click photographs - Photos may exist for this station.
 LH1050
 LH1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1050
 LH1050. The following values were computed from the NAD 83(1995) position.
 LH1050
 LH1050;                    North         East     Units Scale Factor Converg.
 LH1050;SPC NE       -    92,146.557   531,766.371   MT  0.99976599   +0 14 56.4
 LH1050;SPC NE       -   302,317.50  1,744,636.84   sFT  0.99976599   +0 14 56.4
 LH1050;UTM  14      - 4,501,495.816   447,232.160   MT  0.99963427   -0 24 24.4
 LH1050
 LH1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1050!SPC NE       -   0.99988688  x   0.99976599  =   0.99965290
 LH1050!UTM  14      -   0.99988688  x   0.99963427  =   0.99952119
 LH1050
 LH1050:                Primary Azimuth Mark                     Grid Az
 LH1050:SPC NE       -  WESTSIDE AZ MK                           180 18 31.0
 LH1050:UTM  14      -  WESTSIDE AZ MK                           180 57 51.8
 LH1050
 LH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4723201495(NAD 83)
 LH1050
 LH1050|---------------------------------------------------------------------|
 LH1050| PID    Reference Object                     Distance      Geod. Az  |
 LH1050|                                                           dddmmss.s |
 LH1050| CO2750 WESTSIDE RM 3                        51.978 METERS 00132     |
 LH1050| LH1054 OVERTON MUNICIPAL TANK              APPROX.11.5 KM 0393840.2 |
 LH1050| CO2748 WESTSIDE RM 1                        13.780 METERS 17619     |
 LH1050| CO2747 WESTSIDE AZ MK                                     1803327.4 |
 LH1050| CO2749 WESTSIDE RM 2                        18.196 METERS 26550     |
 LH1050|---------------------------------------------------------------------|
 LH1050
 LH1050                          SUPERSEDED SURVEY CONTROL
 LH1050
 LH1050  NAD 83(1986)-  40 39 45.52632(N)    099 37 27.32567(W) AD(       ) 3
 LH1050  NAD 27      -  40 39 45.50360(N)    099 37 25.92640(W) AD(       ) 3
 LH1050  NGVD 29             745.17   (m)         2444.8    (f) LEVELING    3  
 LH1050
 LH1050.Superseded values are not recommended for survey control.
 LH1050
 LH1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1050.See file dsdata.pdf to determine how the superseded data were derived.
 LH1050
 LH1050_MARKER: DS = TRIANGULATION STATION DISK
 LH1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1050_STAMPING: WESTSIDE 1951
 LH1050_MARK LOGO: CGS
 LH1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1050+STABILITY: SURFACE MOTION
 LH1050
 LH1050  HISTORY     - Date     Condition        Report By
 LH1050  HISTORY     - 1951     MONUMENTED       CGS
 LH1050  HISTORY     - 1959     GOOD             CGS
 LH1050
 LH1050                          STATION DESCRIPTION
 LH1050
 LH1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1050'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH OF BERTRAND
 LH1050'AND ABOUT 7.5 MILES SOUTHWEST OF OVERTON, ON THE EAST
 LH1050'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.  IT IS ON THE
 LH1050'SUMMIT OF THE FIRST RIDGE SOUTH OF THE NORTH PLATTE RIVER.
 LH1050'IT IS 31 FEET EAST OF THE NORTH-SOUTH GRAVELED ROAD, 3 FEET
 LH1050'WEST OF A NORTH-SOUTH FENCE LINE AND 4 FEET SOUTHWEST OF
 LH1050'A WITNESS POST.  IT IS ABOUT 10 FEET ABOVE THE LEVEL OF
 LH1050'THE ROAD, STAMPED WESTSIDE 1951 AND PROJECTS 2 INCHES.
 LH1050'
 LH1050'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE NORTH-SOUTH
 LH1050'GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LH1050'IT IS STAMPED WESTSIDE NO 1 1951 AND PROJECTS 3 INCHES .
 LH1050'
 LH1050'REFERENCE MARK NO. 2 IS 28 FEET WEST OF A NORTH-SOUTH GRAVELED
 LH1050'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LH1050'STAMPED WESTSIDE NO 2 1951 AND PROJECTS 3 INCHES.
 LH1050'
 LH1050'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 74.59
 LH1050'FEET.
 LH1050'
 LH1050'THE AZIMUTH MARK IS 27 FEET WEST OF A NORTH-SOUTH GRAVELED
 LH1050'ROAD, 38 FEET SOUTH OF AN EAST-WEST ROAD, 6 FEET SOUTH OF
 LH1050'A FENCE CORNER AND 2 FEET NORTH OF A WITNESS POST.  IT IS
 LH1050'STAMPED WESTSIDE 1951 AND PROJECTS 4 INCHES.
 LH1050'
 LH1050'TO REACH THE STATION FROM THE RAILROAD STATION IN BERTRAND,
 LH1050'GO EAST ON GRAVELED ROAD FOR 0.5 MILE, TURN LEFT, NORTH,
 LH1050'FOR 8.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LH1050'NORTH FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1050'
 LH1050'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1050
 LH1050                          STATION RECOVERY (1959)
 LH1050
 LH1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1050'STATION RECOVERED AS PREVIOUSLY DESCRIBED, ALL MARKS FOUND
 LH1050'INTACT EXCEPT REFERENCE MARK NO. 1 WHICH WAS FOUND UNEARTHED,
 LH1050'A NEW REFERENCE MARK WAS ESTABLISHED, WHICH IS 29 FEET E.
 LH1050'OF CENTERLINE OF ROAD, 2.5 FEET S. OF FENCE CORNER POST,
 LH1050'8 FEET LOWER THAN THE STATION AND STAMPED WESTSIDE NO. 3 1951.
 LH1050'THE FOLLOWING REMEASUREMENTS AND DIRECTIONS WERE TAKEN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0598 ***********************************************************************
 MN0598  DESIGNATION -  WHEAT
 MN0598  PID         -  MN0598
 MN0598  STATE/COUNTY-  NE/KIMBALL
 MN0598  COUNTRY     -  US
 MN0598  USGS QUAD   -  KIMBALL SW (2017)
 MN0598
 MN0598                         *CURRENT SURVEY CONTROL
 MN0598  ______________________________________________________________________
 MN0598* NAD 83(1995) POSITION- 41 05 33.55973(N) 103 38 28.04886(W)   ADJUSTED
 MN0598* NAVD 88 ORTHO HEIGHT -  1511.    (meters)     4957.    (feet) SCALED
 MN0598  ______________________________________________________________________
 MN0598  GEOID HEIGHT    -        -18.880 (meters)                     GEOID18
 MN0598  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 MN0598  HORZ ORDER      -  SECOND
 MN0598
 MN0598.The horizontal coordinates were established by classical geodetic methods
 MN0598.and adjusted by the National Geodetic Survey in August 1997.
 MN0598
 MN0598.The orthometric height was scaled from a topographic map.
 MN0598
 MN0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0598.GEOID18 height accuracy estimate available here.
 MN0598
 MN0598.Click photographs - Photos may exist for this station.
 MN0598
 MN0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0598
 MN0598. The following values were computed from the NAD 83(1995) position.
 MN0598
 MN0598;                    North         East     Units Scale Factor Converg.
 MN0598;SPC NE       -   146,256.305   194,269.634   MT  0.99968444   -2 24 46.7
 MN0598;SPC NE       -   479,842.56    637,366.29   sFT  0.99968444   -2 24 46.7
 MN0598;UTM  13      - 4,549,932.393   614,124.781   MT  0.99976030   +0 53 35.7
 MN0598
 MN0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0598!SPC NE       -   0.99976605  x   0.99968444  =   0.99945056
 MN0598!UTM  13      -   0.99976605  x   0.99976030  =   0.99952640
 MN0598
 MN0598:                Primary Azimuth Mark                     Grid Az
 MN0598:SPC NE       -  WHEAT AZ MK                              254 19 16.7
 MN0598:UTM  13      -  WHEAT AZ MK                              251 00 54.3
 MN0598
 MN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1412449932(NAD 83)
 MN0598
 MN0598|---------------------------------------------------------------------|
 MN0598| PID    Reference Object                     Distance      Geod. Az  |
 MN0598|                                                           dddmmss.s |
 MN0598| CP9339 WHEAT AZ MK                                        2515430.0 |
 MN0598| CP9340 WHEAT RM 1                            9.632 METERS 25503     |
 MN0598| CP9341 WHEAT RM 2                            7.475 METERS 34334     |
 MN0598|---------------------------------------------------------------------|
 MN0598
 MN0598                          SUPERSEDED SURVEY CONTROL
 MN0598
 MN0598  NAD 83(1993)-  41 05 33.55845(N)    103 38 28.04908(W) AD(       ) 2
 MN0598  NAD 83(1992)-  41 05 33.55398(N)    103 38 28.04990(W) AD(       ) 2
 MN0598  NAD 83(1986)-  41 05 33.55345(N)    103 38 28.04971(W) AD(       ) 2
 MN0598  NAD 27      -  41 05 33.61600(N)    103 38 26.26480(W) AD(       ) 2
 MN0598
 MN0598.Superseded values are not recommended for survey control.
 MN0598
 MN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0598.See file dsdata.pdf to determine how the superseded data were derived.
 MN0598
 MN0598_MARKER: DS = TRIANGULATION STATION DISK
 MN0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0598_STAMPING: WHEAT 1960
 MN0598_MARK LOGO: CGS
 MN0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0598+STABILITY: SURFACE MOTION
 MN0598
 MN0598  HISTORY     - Date     Condition        Report By
 MN0598  HISTORY     - 1960     MONUMENTED       CGS
 MN0598  HISTORY     - 1963     GOOD             CGS
 MN0598
 MN0598                          STATION DESCRIPTION
 MN0598
 MN0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0598'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTH AND
 MN0598'1-1/4 MILES EAST OF KIMBALL, ON A SMALL, ROCKY KNOLL SURROUNDED
 MN0598'BY CULTIVATED FIELDS AND IS IN THE SW 1/4 OF SEC. 16, T. 13 N.,
 MN0598'R. 55 W.  IT IS LEASED BY MR. GILBERT GIRKE.
 MN0598'
 MN0598'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0598'AND STATE HIGHWAY 29 IN KIMBALL, GO SOUTH ON STATE HIGHWAY
 MN0598'29 FOR 10.05 MILES.  TURN LEFT OFF THE HIGHWAY AT THE CROSS-ROAD
 MN0598'AND GO EAST FOR 0.8 MILE TO A WITNESS SIGN MARKER ON THE LEFT
 MN0598'AND THE AZIMUTH MARK.  CONTINUE EAST ON THE ROAD FOR 0.45
 MN0598'MILE.  TURN LEFT OFF THE MAIN ROAD ONTO A TRACK ROAD AND GO
 MN0598'NORTH FOR 0.15 MILE TO THE TOP OF A SMALL KNOLL WHICH IS
 MN0598'ABOUT 125 FEET NORTH OF THE NORTH END OF A BUILDING.
 MN0598'
 MN0598'THE STATION IS A STANDARD DISK, STAMPED WHEAT 1960 SET IN
 MN0598'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MN0598'ABOUT 4 INCHES ABOVE THE GROUND.
 MN0598'
 MN0598'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WHEAT
 MN0598'NO 1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MN0598'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MN0598'2 FEET LOWER THAN THE STATION.
 MN0598'
 MN0598'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WHEAT
 MN0598'NO 2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MN0598'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MN0598'2 FEET LOWER THAN THE STATION.
 MN0598'
 MN0598'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHEAT 1960 SET
 MN0598'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MN0598'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE
 MN0598'CENTER OF THE ROAD, 2 FEET NORTHWEST OF A WITNESS SIGN MARKER
 MN0598'AND 6 INCHES NORTH OF AN EAST-WEST FENCE LINE.
 MN0598
 MN0598                          STATION RECOVERY (1963)
 MN0598
 MN0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0598'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MN0598'FOUND IN GOOD CONDITION.  A NEW WITNESS POST WAS ESTABLISHED
 MN0598'6.1 FEET NORTH OF THE STATION MARK, 32.8 FEET EAST-NORTHEAST
 MN0598'OF REFERENCE MARK NO 1 AND 18.5 FEET SOUTH OF REFERENCE
 MN0598'MARK NO 2.
 MN0598'
 MN0598'THE 1960 TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0715 ***********************************************************************
 NP0715  DESIGNATION -  WHEAT
 NP0715  PID         -  NP0715
 NP0715  STATE/COUNTY-  NE/BOX BUTTE
 NP0715  COUNTRY     -  US
 NP0715  USGS QUAD   -  BARREL SPRINGS CREEK NORTH (2017)
 NP0715
 NP0715                         *CURRENT SURVEY CONTROL
 NP0715  ______________________________________________________________________
 NP0715* NAD 83(1995) POSITION- 42 07 45.94803(N) 103 08 29.28144(W)   ADJUSTED
 NP0715* NAVD 88 ORTHO HEIGHT -  1296.18  (+/-2cm)     4252.6   (feet) VERTCON
 NP0715  ______________________________________________________________________
 NP0715  GEOID HEIGHT    -        -18.603 (meters)                     GEOID18
 NP0715  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 NP0715  HORZ ORDER      -  FIRST
 NP0715  VERT ORDER      -  THIRD ? (See Below)
 NP0715
 NP0715.The horizontal coordinates were established by classical geodetic methods
 NP0715.and adjusted by the National Geodetic Survey in August 1997.
 NP0715
 NP0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0715
 NP0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0715.GEOID18 height accuracy estimate available here.
 NP0715
 NP0715.The vertical order pertains to the NGVD 29 superseded value.
 NP0715
 NP0715.Click photographs - Photos may exist for this station.
 NP0715
 NP0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0715
 NP0715. The following values were computed from the NAD 83(1995) position.
 NP0715
 NP0715;                    North         East     Units Scale Factor Converg.
 NP0715;SPC NE       -   259,647.207   240,385.601   MT  0.99971777   -2 04 54.6
 NP0715;SPC NE       -   851,859.21    788,665.09   sFT  0.99971777   -2 04 54.6
 NP0715;UTM  13      - 4,665,818.385   653,609.718   MT  0.99989034   +1 14 49.1
 NP0715
 NP0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0715!SPC NE       -   0.99979967  x   0.99971777  =   0.99951749
 NP0715!UTM  13      -   0.99979967  x   0.99989034  =   0.99969003
 NP0715
 NP0715:                Primary Azimuth Mark                     Grid Az
 NP0715:SPC NE       -  WHEAT AZ MK                              064 12 33.2
 NP0715:UTM  13      -  WHEAT AZ MK                              060 52 49.5
 NP0715
 NP0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5360965818(NAD 83)
 NP0715
 NP0715|---------------------------------------------------------------------|
 NP0715| PID    Reference Object                     Distance      Geod. Az  |
 NP0715|                                                           dddmmss.s |
 NP0715| CQ4382 WHEAT AZ MK                                        0620738.6 |
 NP0715| CQ4384 WHEAT RM 2                            7.778 METERS 18145     |
 NP0715| CQ4383 WHEAT RM 1                            7.975 METERS 35622     |
 NP0715|---------------------------------------------------------------------|
 NP0715
 NP0715                          SUPERSEDED SURVEY CONTROL
 NP0715
 NP0715  NAD 83(1993)-  42 07 45.94789(N)    103 08 29.28161(W) AD(       ) 1
 NP0715  NAD 83(1986)-  42 07 45.94578(N)    103 08 29.28051(W) AD(       ) 1
 NP0715  NAD 27      -  42 07 46.08200(N)    103 08 27.54300(W) AD(       ) 1
 NP0715  NGVD 29            1295.55   (m)         4250.5    (f) LEVELING    3  
 NP0715
 NP0715.Superseded values are not recommended for survey control.
 NP0715
 NP0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0715.See file dsdata.pdf to determine how the superseded data were derived.
 NP0715
 NP0715_MARKER: DS = TRIANGULATION STATION DISK
 NP0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0715_STAMPING: WHEAT 1916
 NP0715_MARK LOGO: USGS
 NP0715_PROJECTION: RECESSED 36 CENTIMETERS
 NP0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0715+STABILITY: SURFACE MOTION
 NP0715
 NP0715  HISTORY     - Date     Condition        Report By
 NP0715  HISTORY     - 1916     MONUMENTED       USGS
 NP0715
 NP0715                          STATION DESCRIPTION
 NP0715
 NP0715'DESCRIBED BY US GEOLOGICAL SURVEY 1916 (CAG)
 NP0715'LOCATED ABOUT 14 MILES, AIR LINE, WEST-NORTHWEST OF ALLIANCE AND
 NP0715'ABOUT 10 MILES, AIR LINE, SOUTHWEST OF BEREA IN THE BOUNDARY LINE
 NP0715'OF TWO CULTIVATED FIELDS OWNED BY MR. MARTIN JACOBSON.  IT IS 450
 NP0715'YARDS SOUTH OF THE CENTER LINE OF THE EAST-WEST DIRT ROAD.  IT
 NP0715'IS A USGS TRIANGULATION DISK, STAMPED, WHEAT 1916, SET IN THE TOP
 NP0715'OF A 7 INCH SQUARE CONCRETE POST, 14 INCHES BELOW THE SURFACE
 NP0715'OF THE GROUND.
 NP0715'
 NP0715'REFERENCE MARK NO. 1 IS STAMPED WHEAT USGS NO 1 1946, SET IN
 NP0715'THE TOP OF A 12-INCH SQUARE CONCRETE POST 12 INCHES BELOW THE
 NP0715'SURFACE OF THE GROUND.
 NP0715'
 NP0715'REFERENCE MARK NO. 2 IS STAMPED WHEAT USGS NO 2 1946, SET IN
 NP0715'THE TOP OF A 12-INCH SQUARE, CONCRETE POST 12 INCHES BELOW THE
 NP0715'SURFACE OF THE GROUND.
 NP0715'
 NP0715'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER LINE OF THE
 NP0715'EAST-WEST ROAD AND 52 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 NP0715'ROAD.  IT IS IN THE SOUTHWEST CORNER OF A CROSSROAD.  IT IS
 NP0715'STAMPED WHEAT USGS 1946 AND PROJECTS 8 INCHES.
 NP0715'
 NP0715'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 19 AT THE
 NP0715'SOUTH EDGE OF ALLIANCE GO NORTHWEST ON STATE HIGHWAY 2 FOR 2.75
 NP0715'MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 11 MILES TO A
 NP0715'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 NP0715'AHEAD FOR 0.6 MILE TO A TELEPHONE POLE WITH A TRIANGLE BLAZE
 NP0715'ON IT.  HERE TURN LEFT ACROSS DITCH AND CONTINUE ALONG BOUNDARY
 NP0715'OF TWO FIELDS FOR 450 YARDS TO THE STATION ON THE RIGHT AS
 NP0715'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0482 ***********************************************************************
 NO0482  DESIGNATION -  WHIT
 NO0482  PID         -  NO0482
 NO0482  STATE/COUNTY-  NE/GRANT
 NO0482  COUNTRY     -  US
 NO0482  USGS QUAD   -  WHITMAN (2017)
 NO0482
 NO0482                         *CURRENT SURVEY CONTROL
 NO0482  ______________________________________________________________________
 NO0482* NAD 83(1995) POSITION- 42 05 16.66850(N) 101 31 58.62375(W)   ADJUSTED
 NO0482* NAVD 88 ORTHO HEIGHT -  1172.    (meters)     3845.    (feet) SCALED
 NO0482  ______________________________________________________________________
 NO0482  GEOID HEIGHT    -        -19.649 (meters)                     GEOID18
 NO0482  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 NO0482  HORZ ORDER      -  FIRST
 NO0482
 NO0482.The horizontal coordinates were established by classical geodetic methods
 NO0482.and adjusted by the National Geodetic Survey in August 1997.
 NO0482
 NO0482.The orthometric height was scaled from a topographic map.
 NO0482
 NO0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0482.GEOID18 height accuracy estimate available here.
 NO0482
 NO0482.Click photographs - Photos may exist for this station.
 NO0482
 NO0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0482
 NO0482. The following values were computed from the NAD 83(1995) position.
 NO0482
 NO0482;                    North         East     Units Scale Factor Converg.
 NO0482;SPC NE       -   251,449.586   373,212.310   MT  0.99971015   -1 00 57.2
 NO0482;SPC NE       -   824,964.18  1,224,447.39   sFT  0.99971015   -1 00 57.2
 NO0482;UTM  14      - 4,662,647.623   290,509.127   MT  1.00014004   -1 41 54.2
 NO0482
 NO0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0482!SPC NE       -   0.99981923  x   0.99971015  =   0.99952943
 NO0482!UTM  14      -   0.99981923  x   1.00014004  =   0.99995924
 NO0482
 NO0482:                Primary Azimuth Mark                     Grid Az
 NO0482:SPC NE       -  WHIT AZ MK                               310 18 13.4
 NO0482:UTM  14      -  WHIT AZ MK                               310 59 10.4
 NO0482
 NO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9050962647(NAD 83)
 NO0482
 NO0482|---------------------------------------------------------------------|
 NO0482| PID    Reference Object                     Distance      Geod. Az  |
 NO0482|                                                           dddmmss.s |
 NO0482| CQ4392 WHIT RM 1                            13.090 METERS 04356     |
 NO0482| CQ4393 WHIT RM 2                            13.331 METERS 13032     |
 NO0482| CQ4391 WHIT AZ MK                                         3091716.2 |
 NO0482|---------------------------------------------------------------------|
 NO0482
 NO0482                          SUPERSEDED SURVEY CONTROL
 NO0482
 NO0482  NAD 83(1986)-  42 05 16.66707(N)    101 31 58.62839(W) AD(       ) 1
 NO0482  NAD 27      -  42 05 16.70100(N)    101 31 57.02600(W) AD(       ) 1
 NO0482
 NO0482.Superseded values are not recommended for survey control.
 NO0482
 NO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0482.See file dsdata.pdf to determine how the superseded data were derived.
 NO0482
 NO0482_MARKER: DS = TRIANGULATION STATION DISK
 NO0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0482_STAMPING: WHIT 1946
 NO0482_MARK LOGO: CGS
 NO0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0482+STABILITY: SURFACE MOTION
 NO0482
 NO0482  HISTORY     - Date     Condition        Report By
 NO0482  HISTORY     - 1946     MONUMENTED       CGS
 NO0482
 NO0482                          STATION DESCRIPTION
 NO0482
 NO0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0482'LOCATED ABOUT 3.5 MILES, AIRLINE, NORTH-NORTHWEST OF WHITMAN
 NO0482'ON A ROUND, GRASSY SAND HILL WITH A RIDGE TO THE NORTHEAST
 NO0482'WHICH IS SLIGHTLY HIGHER.  IT IS 3.5 FEET EAST OF A 4-INCH
 NO0482'SQUARE, WHITE WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS
 NO0482'STAMPED WHIT 1946 AND PROJECTS 10 INCHES.
 NO0482'
 NO0482'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 NO0482'IT IS STAMPED WHIT NO 1 1946 AND PROJECTS 1 FOOT.
 NO0482'
 NO0482'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0482'AND ABOUT 1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 NO0482'WHIT NO 2 1946 AND PROJECTS 1 FOOT.
 NO0482'
 NO0482'AZIMUTH MARK IS 0.2 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD AND
 NO0482'1 FOOT SOUTHEAST OF A 4-INCH SQUARE, WHITE WOODEN WITNESS POST
 NO0482'PROJECTING 3 FEET.  IT IS STAMPED WHIT 1946 AND PROJECTS 8 INCHES.
 NO0482'
 NO0482'REACHED FROM THE WHITMAN HIGH SCHOOL IN WHITMAN, GO NORTH ON
 NO0482'GRAVEL ROAD FOR 4.1 MI. TO A WIRE GATE ON THE RIGHT, 0.05 MILE
 NO0482'SOUTH OF A SMALL WOODEN BRIDGE.  TURN RIGHT, PASSING THROUGH
 NO0482'GATE, GO 0.05 MILE.  HERE, LEAVE ROAD AND FOLLOW ALONG THE
 NO0482'EAST SIDE OF NORTH-SOUTH FENCE LINE FOR 0.2 MILE.  TURN LEFT,
 NO0482'EAST, AND GO 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 NO0482'CONTINUE UP HILL FOR 0.3 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1854 ***********************************************************************
 MK1854  DESIGNATION -  WHITE
 MK1854  PID         -  MK1854
 MK1854  STATE/COUNTY-  NE/MADISON
 MK1854  COUNTRY     -  US
 MK1854  USGS QUAD   -  MADISON (2017)
 MK1854
 MK1854                         *CURRENT SURVEY CONTROL
 MK1854  ______________________________________________________________________
 MK1854* NAD 83(1995) POSITION- 41 52 29.41977(N) 097 25 01.25133(W)   ADJUSTED
 MK1854* NAVD 88 ORTHO HEIGHT -   524.6   (meters)     1721.    (feet) VERTCON
 MK1854  ______________________________________________________________________
 MK1854  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 MK1854  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 MK1854  HORZ ORDER      -  FIRST
 MK1854
 MK1854.The horizontal coordinates were established by classical geodetic methods
 MK1854.and adjusted by the National Geodetic Survey in August 1997.
 MK1854
 MK1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1854
 MK1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1854.GEOID18 height accuracy estimate available here.
 MK1854
 MK1854.Click photographs - Photos may exist for this station.
 MK1854
 MK1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1854
 MK1854. The following values were computed from the NAD 83(1995) position.
 MK1854
 MK1854;                    North         East     Units Scale Factor Converg.
 MK1854;SPC NE       -   229,862.128   714,320.531   MT  0.99967928   +1 42 42.3
 MK1854;SPC NE       -   754,139.33  2,343,566.61   sFT  0.99967928   +1 42 42.3
 MK1854;UTM  14      - 4,637,091.290   631,357.555   MT  0.99981233   +1 03 24.5
 MK1854
 MK1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1854!SPC NE       -   0.99992159  x   0.99967928  =   0.99960090
 MK1854!UTM  14      -   0.99992159  x   0.99981233  =   0.99973393
 MK1854
 MK1854:                Primary Azimuth Mark                     Grid Az
 MK1854:SPC NE       -  WHITE AZ MK 2                            262 19 15.7
 MK1854:UTM  14      -  WHITE AZ MK 2                            262 58 33.5
 MK1854
 MK1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3135737091(NAD 83)
 MK1854
 MK1854|---------------------------------------------------------------------|
 MK1854| PID    Reference Object                     Distance      Geod. Az  |
 MK1854|                                                           dddmmss.s |
 MK1854| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.20.1 KM 0072759.9 |
 MK1854| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX.20.1 KM 0073546.4 |
 MK1854| MK1835 STANTON STANDPIPE                   APPROX.18.1 KM 0611010.3 |
 MK1854| CO2751 WHITE AZ MK                                        0855941.0 |
 MK1854| CO2753 WHITE RM 1                           48.561 METERS 09424     |
 MK1854| CO2754 WHITE RM 2                           36.025 METERS 14907     |
 MK1854| MK1844 CRESTON TANK                        APPROX.19.4 KM 1654148.1 |
 MK1854| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.21.3 KM 1955611.0 |
 MK1854| MK1850 HUMPHREY TANK                       APPROX.21.5 KM 1961745.2 |
 MK1854| MK1855 MADISON STANDPIPE                   APPROX. 6.7 KM 2102437.9 |
 MK1854| CO2752 WHITE AZ MK 2                                      2640158.0 |
 MK1854| MK1856 WHITE RM A                           25.690 METERS 28657     |
 MK1854| NM1787 NORFOLK WEST RADIO TOWER            APPROX.17.8 KM 3542504.1 |
 MK1854| NM1786 NORFOLK EAST RADIO TOWER            APPROX.17.8 KM 3543539.3 |
 MK1854| NM1785 NORFOLK STANDPIPE                   APPROX.18.2 KM 3585000.7 |
 MK1854|---------------------------------------------------------------------|
 MK1854
 MK1854                          SUPERSEDED SURVEY CONTROL
 MK1854
 MK1854  NAD 83(1986)-  41 52 29.42870(N)    097 25 01.25469(W) AD(       ) 1
 MK1854  NAD 27      -  41 52 29.40500(N)    097 25 00.08600(W) AD(       ) 1
 MK1854  NGVD 29 (07/19/86)  524.4    (m)         1720.     (f) VERT ANG       
 MK1854
 MK1854.Superseded values are not recommended for survey control.
 MK1854
 MK1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1854.See file dsdata.pdf to determine how the superseded data were derived.
 MK1854
 MK1854_MARKER: DS = TRIANGULATION STATION DISK
 MK1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1854_STAMPING: WHITE 1935
 MK1854_MARK LOGO: CGS
 MK1854_PROJECTION: RECESSED 38 CENTIMETERS
 MK1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1854+STABILITY: SURFACE MOTION
 MK1854
 MK1854  HISTORY     - Date     Condition        Report By
 MK1854  HISTORY     - 1935     MONUMENTED       CGS
 MK1854  HISTORY     - 1966     GOOD             CGS
 MK1854
 MK1854                          STATION DESCRIPTION
 MK1854
 MK1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1854'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 15, T. 22 N.,
 MK1854'R. 1 W., ABOUT 4 MILES NORTHEAST OF MADISON AND ABOUT 11 MILES
 MK1854'SOUTH OF NORFOLK, ON PROPERTY OWNED BY MR. FRANK L. WHITE.
 MK1854'
 MK1854'TO REACH FROM THE CITY HALL IN MADISON, GO EAST ON U.S. HIGHWAY
 MK1854'81, THEN, WHERE U.S. HIGHWAY 81 TURNS LEFT (NORTH), CONTINUE
 MK1854'STRAIGHT AHEAD (EAST) ON DIRT ROAD FOR 1.5 MILES, TURN LEFT
 MK1854'(NORTH) INTO LANE, GO 0.15 MILE PAST HOUSE TO STATION IN REAR
 MK1854'OF BARN.  MARK IS 18 FEET NORTH OF BARN, 20 FEET EAST OF FENCE,
 MK1854'125 FEET NORTHWEST OF HOUSE, 125 FEET NORTH BY WEST OF WINDMILL,
 MK1854'AND IS 15 INCHES UNDERGROUND.
 MK1854'
 MK1854'REFERENCE MARK NO. 1 IS EAST OF STATION, 20 FEET NORTH OF FENCE,
 MK1854'AND PROJECTS 6 INCHES.
 MK1854'
 MK1854'REFERENCE MARK NO. 2 IS SOUTHWEST BY SOUTH OF STATION, 1 FOOT
 MK1854'WEST OF FENCE, 20 FEET NORTH OF WINDMILL, AND PROJECTS 3 INCHES
 MK1854'
 MK1854'AZIMUTH MARK IS EAST OF STATION.  TO REACH, GO SOUTH ALONG LANE
 MK1854'FOR 0.15 MILE, TURN LEFT (EAST) ONTO ROAD, GO 0.5 MILE, TURN
 MK1854'LEFT (NORTH) GO 0.15 MILE TO MARK ON LEFT (WEST).  MARK IS 2 FEET
 MK1854'WEST OF FENCE, 32 FEET WEST OF CENTERLINE OF ROAD, AND PROJECTS
 MK1854'2 INCHES.
 MK1854'
 MK1854'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 MK1854
 MK1854                          STATION RECOVERY (1966)
 MK1854
 MK1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1854'STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED IN
 MK1854'GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR, BUT COULD NOT BE
 MK1854'FOUND.  THEREFORE A NEW AZIMUTH MARK WAS SET.  A CHECK WAS MADE OF
 MK1854'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND A
 MK1854'DIFFERENCE FOUND IN THE DISTANCE TO REFERENCE MARK NUMBER 1.
 MK1854'STATION LOCATION IS ADEQUATE.  A NEW TO REACH, AND DESCRIPTION
 MK1854'OF MARKS FOLLOWS.
 MK1854'
 MK1854'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 MK1854'HIGHWAY 32 IN MADISON, GO NORTH ON HIGHWAY 81 FOR 0.2 MILE TO A
 MK1854'CONCRETE BRIDGE.  CONTINUE NORTH ON HIGHWAY 81 FOR 3.45 MILES TO A
 MK1854'CROSSROADS.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 0.5 MILE
 MK1854'TO DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ON DRIVEWAY FOR
 MK1854'0.1 MILE TO BARNYARD AND STATION AS DESCRIBED.
 MK1854'
 MK1854'AZIMUTH MARK IS REACHED FROM CROSSROADS BY GOING WEST ON GRADED ROAD
 MK1854'FOR 0.5 MILE TO AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE ROAD AS
 MK1854'DESCRIBED.
 MK1854'
 MK1854'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 MK1854'ROUND CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE
 MK1854'GROUND AND IS STAMPED WHITE 1935.  IT IS 65.6 FEET SOUTH-SOUTHWEST
 MK1854'OF SOUTHEAST CORNER OF A BARN, 19.0 FEET NORTH-NORTHEAST OF
 MK1854'NORTHEAST CORNER OF ANOTHER, SMALLER, BARN AND 3.5 FEET EAST OF A
 MK1854'FENCELINE.
 MK1854'
 MK1854'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 MK1854'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND IS
 MK1854'STAMPED WHITE NO 1 1935.  IT IS 45.2 FEET NORTH OF NORTHEAST CORNER
 MK1854'OF A LARGE WOODEN SHED, 13 FEET NORTH OF A DRIVEWAY AND 3.5 FEET
 MK1854'WEST OF A FENCE CORNER.
 MK1854'
 MK1854'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 MK1854'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND IS
 MK1854'STAMPED WHITE NO 2 1935.  IT IS 25.0 FEET NORTH OF THE CENTER OF A
 MK1854'WINDMILL, 18.5 FEET WEST OF CENTER OF DRIVEWAY LEADING TO BARNYARD
 MK1854'AND 11.8 FEET EAST OF A FENCELINE.
 MK1854'
 MK1854'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 MK1854'ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED WHITE
 MK1854'1935 AZ 2 1966.  IT IS 34 FEET SOUTH OF CENTER OF A GRADED ROAD,
 MK1854'4.6 FEET WEST-NORTHWEST OF A FENCE CORNER, 2.0 FEET WEST-NORTHWEST
 MK1854'OF A METAL WITNESS POST AND 1.2 FEET NORTH OF A FENCELINE.
 MK1854'
 MK1854'TRAVERSE CONNECTION MADE TO WHITE RMA, SHOWN ABOVE.
 MK1854'
 MK1854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST
 MK1854'OF MADISON.
 MK1854'
 MK1854'HEIGHT OF LIGHT ABOVE STATION MARK 87.83 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0451 ***********************************************************************
 NO0451  DESIGNATION -  WHITE
 NO0451  PID         -  NO0451
 NO0451  STATE/COUNTY-  NE/CHERRY
 NO0451  COUNTRY     -  US
 NO0451  USGS QUAD   -  COOPER CANYON (2017)
 NO0451
 NO0451                         *CURRENT SURVEY CONTROL
 NO0451  ______________________________________________________________________
 NO0451* NAD 83(1995) POSITION- 42 48 46.60720(N) 100 58 38.58515(W)   ADJUSTED
 NO0451* NAVD 88 ORTHO HEIGHT -   941.    (meters)     3087.    (feet) SCALED
 NO0451  ______________________________________________________________________
 NO0451  GEOID HEIGHT    -        -20.848 (meters)                     GEOID18
 NO0451  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 NO0451  HORZ ORDER      -  THIRD
 NO0451
 NO0451.The horizontal coordinates were established by classical geodetic methods
 NO0451.and adjusted by the National Geodetic Survey in August 1997.
 NO0451
 NO0451.The orthometric height was scaled from a topographic map.
 NO0451
 NO0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0451.GEOID18 height accuracy estimate available here.
 NO0451
 NO0451.Click photographs - Photos may exist for this station.
 NO0451
 NO0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0451
 NO0451. The following values were computed from the NAD 83(1995) position.
 NO0451
 NO0451;                    North         East     Units Scale Factor Converg.
 NO0451;SPC NE       -   331,293.941   420,069.902   MT  0.99991959   -0 38 51.8
 NO0451;SPC NE       - 1,086,920.20  1,378,179.34   sFT  0.99991959   -0 38 51.8
 NO0451;UTM  14      - 4,741,939.425   338,336.077   MT  0.99992154   -1 20 38.9
 NO0451
 NO0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0451!SPC NE       -   0.99985567  x   0.99991959  =   0.99977527
 NO0451!UTM  14      -   0.99985567  x   0.99992154  =   0.99977722
 NO0451
 NO0451:                Primary Azimuth Mark                     Grid Az
 NO0451:SPC NE       -  WHITE AZ MK                              310 01 52.2
 NO0451:UTM  14      -  WHITE AZ MK                              310 43 39.3
 NO0451
 NO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3833641939(NAD 83)
 NO0451
 NO0451|---------------------------------------------------------------------|
 NO0451| PID    Reference Object                     Distance      Geod. Az  |
 NO0451|                                                           dddmmss.s |
 NO0451| CO4071 WHITE RM 2                           19.168 METERS 07547     |
 NO0451| CO4070 WHITE RM 1                          263.103 METERS 12100     |
 NO0451| CO4069 WHITE AZ MK                                        3092300.4 |
 NO0451|---------------------------------------------------------------------|
 NO0451
 NO0451                          SUPERSEDED SURVEY CONTROL
 NO0451
 NO0451  NAD 83(1986)-  42 48 46.60547(N)    100 58 38.59427(W) AD(       ) 3
 NO0451  NAD 27      -  42 48 46.60100(N)    100 58 37.06200(W) AD(       ) 3
 NO0451
 NO0451.Superseded values are not recommended for survey control.
 NO0451
 NO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0451.See file dsdata.pdf to determine how the superseded data were derived.
 NO0451
 NO0451_MARKER: DB = BENCH MARK DISK
 NO0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0451_STAMPING: WHITE 1948
 NO0451_MARK LOGO: USGS
 NO0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0451+STABILITY: SURFACE MOTION
 NO0451
 NO0451  HISTORY     - Date     Condition        Report By
 NO0451  HISTORY     - 1948     MONUMENTED       USGS
 NO0451
 NO0451                          STATION DESCRIPTION
 NO0451
 NO0451'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 NO0451'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH AND 1-1/4
 NO0451'MILES WEST OF KILGORE ON THE HIGHEST POINT OF THE HIGHEST SAND
 NO0451'HILL IN THE IMMEDIATE VICINITY.  IT IS A U.S.G.S. STATION AND
 NO0451'BENCH MARK DISK SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST,
 NO0451'STAMPED WHITE 1948 AND PROJECTS 4 INCHES.
 NO0451'
 NO0451'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET 1 FOOT
 NO0451'WEST OF NORTH-SOUTH FENCE LINE.  IT IS A U.S.G.S. BENCH MARK
 NO0451'DISK SET IN THE TOP OF AN 8 INCH CONCRETE CYLINDER, STAMPED WHITE
 NO0451'NO 1 1948 AND PROJECTS 3 INCHES.
 NO0451'
 NO0451'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION, SET ON THE
 NO0451'TOP OF A SMALL HILL AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0451'MARK.  IT IS STAMPED WHITE NO 2 1949 AND PROJECTS 2 INCHES.
 NO0451'
 NO0451'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NO0451'6 INCHES SOUTH OF EAST-WEST FENCE LINE, 35 FEET WEST OF
 NO0451'WEST END OF GATE INTO PASTURE AND 2 FEET WEST OF WITNESS
 NO0451'POST.  IT IS STAMPED WHITE 1949 AND PROJECTS 2 INCHES.
 NO0451'
 NO0451'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE TEXACO
 NO0451'SERVICE STATION IN KILGORE, GO EAST ON U.S. HIGHWAY NO 20 FOR
 NO0451'1.6 MILES TO T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 5.1
 NO0451'MILES TO CROSSROAD, TURN RIGHT AND GO WEST 1.4 MILES TO FORKS,
 NO0451'BEAR RIGHT STRAIGHT AHEAD FOR 1.75 MILES TO T-INTERSECTION,
 NO0451'TURN LEFT AND GO SOUTH FOR 2.0 MILES TO WIRE GATES ON RIGHT
 NO0451'AND LEFT AND ONE STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 NO0451'THROUGH WIRE GATE AND GO SOUTH ON TRACK ROAD ALONG WEST
 NO0451'SIDE OF FENCE LINE FOR 0.75 MILE TO GATE PASS THROUGH GATE
 NO0451'AND CONTINUE SOUTH ACROSS PASTURE FOR 0.5 MILE TO ANOTHER
 NO0451'GATE, AZIMUTH MARK JUST WEST OF THIS GATE AS DESCRIBED,
 NO0451'PASS THROUGH GATE AND GO SOUTHEAST ACROSS PASTURE FOR ABOUT
 NO0451'0.7 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NO0451'
 NO0451'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1344 ***********************************************************************
 LF1344  DESIGNATION -  WHITE CLOUD
 LF1344  PID         -  LF1344
 LF1344  STATE/COUNTY-  NE/RICHARDSON
 LF1344  COUNTRY     -  US
 LF1344  USGS QUAD   -  BIG LAKE (2017)
 LF1344
 LF1344                         *CURRENT SURVEY CONTROL
 LF1344  ______________________________________________________________________
 LF1344* NAD 83(1995) POSITION- 40 00 00.40328(N) 095 21 37.60728(W)   ADJUSTED
 LF1344* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 LF1344  ______________________________________________________________________
 LF1344  GEOID HEIGHT    -        -30.863 (meters)                     GEOID18
 LF1344  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 LF1344  HORZ ORDER      -  FIRST
 LF1344
 LF1344.The horizontal coordinates were established by classical geodetic methods
 LF1344.and adjusted by the National Geodetic Survey in August 1997.
 LF1344
 LF1344.The orthometric height was scaled from a topographic map.
 LF1344
 LF1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1344.GEOID18 height accuracy estimate available here.
 LF1344
 LF1344.Click photographs - Photos may exist for this station.
 LF1344
 LF1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1344
 LF1344. The following values were computed from the NAD 83(1995) position.
 LF1344
 LF1344;                    North         East     Units Scale Factor Converg.
 LF1344;SPC NE       -    29,146.295   895,998.584   MT  0.99999995   +3 04 28.6
 LF1344;SPC NE       -    95,624.14  2,939,622.02   sFT  0.99999995   +3 04 28.6
 LF1344;UTM  15      - 4,430,438.430   298,503.311   MT  1.00009985   -1 31 04.0
 LF1344
 LF1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1344!SPC NE       -   0.99995118  x   0.99999995  =   0.99995113
 LF1344!UTM  15      -   0.99995118  x   1.00009985  =   1.00005103
 LF1344
 LF1344:                Primary Azimuth Mark                     Grid Az
 LF1344:SPC NE       -  OREGON NEW MUNICIPAL TANK                091 36 02.4
 LF1344:UTM  15      -  OREGON NEW MUNICIPAL TANK                096 11 35.0
 LF1344
 LF1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9850330438(NAD 83)
 LF1344
 LF1344|---------------------------------------------------------------------|
 LF1344| PID    Reference Object                     Distance      Geod. Az  |
 LF1344|                                                           dddmmss.s |
 LF1344| CL7857 WHITE CLOUD RM 1                     16.142 METERS 01101     |
 LF1344| LF1343 NEMAHA RESET                        APPROX. 2.4 KM 0232323.7 |
 LF1344| LF1336 MOUND CITY MUNICIPAL TANK           APPROX.18.9 KM 0353253.7 |
 LF1344| KE1200 TATE                                APPROX. 0.9 KM 0912100.2 |
 LF1344| KE1566 OREGON NEW MUNICIPAL TANK           APPROX.18.5 KM 0944031.0 |
 LF1344| KE1565 OREGON MUNICIPAL TANK               APPROX.18.5 KM 0944102.9 |
 LF1344| CL7858 WHITE CLOUD RM 2                     19.428 METERS 28305     |
 LF1344|---------------------------------------------------------------------|
 LF1344
 LF1344                          SUPERSEDED SURVEY CONTROL
 LF1344
 LF1344  NAD 83(1986)-  40 00 00.40779(N)    095 21 37.60612(W) AD(       ) 1
 LF1344  NAD 27      -  40 00 00.40200(N)    095 21 36.66800(W) AD(       ) 1
 LF1344
 LF1344.Superseded values are not recommended for survey control.
 LF1344
 LF1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1344.See file dsdata.pdf to determine how the superseded data were derived.
 LF1344
 LF1344_MARKER: DS = TRIANGULATION STATION DISK
 LF1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1344_STAMPING: WHITE CLOUD 1945
 LF1344_MARK LOGO: CGS
 LF1344_PROJECTION: PROJECTING 10 CENTIMETERS
 LF1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1344+STABILITY: SURFACE MOTION
 LF1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1344+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2007
 LF1344
 LF1344  HISTORY     - Date     Condition        Report By
 LF1344  HISTORY     - 1945     MONUMENTED       CGS
 LF1344  HISTORY     - 20050604 GOOD             GEOCAC
 LF1344  HISTORY     - 20061028 GOOD             GEOCAC
 LF1344  HISTORY     - 20071203 GOOD             INDIV
 LF1344
 LF1344                          STATION DESCRIPTION
 LF1344
 LF1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1344'STATION IS LOCATED ABOUT 13 MILES SE OF FALLS CITY AND 5 MILES SE
 LF1344'OF RULO, IN THE NW CORNER OF AN INDIAN CEMETERY.  THE LAND IS
 LF1344'OWNED BY THE GOVERNMENT.  IT IS ON THE CURVE OF THE ROAD, 72 FEET
 LF1344'S OF THE APPROXIMATE CENTER OF THE E-W ROAD, 82 FEET E OF THE
 LF1344'APPROXIMATE CENTER OF THE N-S ROAD, 5 FEET E OF A STANDARD
 LF1344'WITNESS POST, AND 76 FEET NW OF HENRY WASHBURNS MONUMENT.
 LF1344'
 LF1344'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF1344'POST STAMPED WHITE CLOUD 1945 AND PROJECTS ABOUT 4 INCHES.
 LF1344'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1344'
 LF1344'REFERENCE MARK 1 IS 52.96 FEET N OF THE STATION, 20 FEET S OF THE
 LF1344'APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE REFERENCE DISK
 LF1344'SET IN THE TOP OF A CONCRETE POST STAMPED WHITE CLOUD NO 1 1945
 LF1344'AND PROJECTS 4 INCHES.
 LF1344'
 LF1344'REFERENCE MARK 2 IS 63.74 FEET W OF THE STATION, 18 FEET E OF THE
 LF1344'APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE REFERENCE DISK SET
 LF1344'IN THE TOP OF A CONCRERE POST STAMPED WHITE CLOUD NO 2 1945 AND
 LF1344'PROJECTS ABOUT 4 INCHES.
 LF1344'
 LF1344'STATION NEMAHA (MO.R.C.) WAS USED AS AN AZIMUTH MARK AND IS ABOUT
 LF1344'1 MILE N OF THE STATION.  IT IS A BRONZE STATION DISK SET IN THE
 LF1344'TOP OF A CONCRETE POST STAMPED NEMAHA MRC 1945 AND PROJECTS
 LF1344'ABOUT 4 INCHES.
 LF1344'
 LF1344'TO REACH THE STATION FROM THE MAIN INTERSECTION IN RULO, GO W ON
 LF1344'STATE HIGHWAY 4 FOR 0.1 MILE TO WHERE HIGHWAY TURNS LEFT (TO THE
 LF1344'RULO BRIDGE) AND A GRAVEL ROAD STRAIGHT AHEAD, TAKE GRAVEL ROAD
 LF1344'STRAIGHT AHEAD FOR 0.1 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO
 LF1344'1.4 MILES TO A FORK, TAKE LEFT FORK AND GO 3.3 MILES TO A T-ROAD
 LF1344'RIGHT, TURN RIGHT AND GO 2.4 MILES TO AN INDIAN CEMETERY ON THE
 LF1344'RIGHT AND STATION.
 LF1344'
 LF1344'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LF1344
 LF1344                          STATION RECOVERY (2005)
 LF1344
 LF1344'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 LF1344'STATION,REFERENCE 1 AND 2 GOOD.
 LF1344
 LF1344                          STATION RECOVERY (2006)
 LF1344
 LF1344'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1344'LOCATED IN THE PARTLOW CEMETERY. THE WITNESS POST HAS BEEN REMOVED,
 LF1344'AND THE DISK IS FLUSH WITH THE GROUND.
 LF1344'
 LF1344'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND.
 LF1344'THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE.
 LF1344'
 LF1344'REFERENCE OBJECTS LF1336, KE1566 AND KE1565 HAVE BEEN RAZED.
 LF1344
 LF1344                          STATION RECOVERY (2007)
 LF1344
 LF1344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LF1344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1882 ***********************************************************************
 MK1882  DESIGNATION -  WHITE COUNTRY CH SPIRE
 MK1882  PID         -  MK1882
 MK1882  STATE/COUNTY-  NE/BUTLER
 MK1882  COUNTRY     -  US
 MK1882  USGS QUAD   -  GARRISON (2017)
 MK1882
 MK1882                         *CURRENT SURVEY CONTROL
 MK1882  ______________________________________________________________________
 MK1882* NAD 83(1995) POSITION- 41 10 56.33571(N) 097 10 34.90476(W)   ADJUSTED
 MK1882  ______________________________________________________________________
 MK1882  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 MK1882  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 MK1882  HORZ ORDER      -  THIRD
 MK1882
 MK1882.The horizontal coordinates were established by classical geodetic methods
 MK1882.and adjusted by the National Geodetic Survey in August 1997.
 MK1882
 MK1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1882.GEOID18 height accuracy estimate available here.
 MK1882
 MK1882.Click photographs - Photos may exist for this station.
 MK1882
 MK1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1882
 MK1882. The following values were computed from the NAD 83(1995) position.
 MK1882
 MK1882;                    North         East     Units Scale Factor Converg.
 MK1882;SPC NE       -   153,638.734   736,792.220   MT  0.99967445   +1 52 16.4
 MK1882;SPC NE       -   504,063.08  2,417,292.48   sFT  0.99967445   +1 52 16.4
 MK1882;UTM  14      - 4,560,599.169   652,950.803   MT  0.99988792   +1 12 03.7
 MK1882
 MK1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5295060599(NAD 83)
 MK1882
 MK1882                          SUPERSEDED SURVEY CONTROL
 MK1882
 MK1882  NAD 83(1986)-  41 10 56.34535(N)    097 10 34.90510(W) AD(       ) 3
 MK1882  NAD 27      -  41 10 56.30000(N)    097 10 33.76000(W) AD(       ) 3
 MK1882
 MK1882.Superseded values are not recommended for survey control.
 MK1882
 MK1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1882.See file dsdata.pdf to determine how the superseded data were derived.
 MK1882
 MK1882_MARKER: 90 = CHURCH SPIRE
 MK1882
 MK1882  HISTORY     - Date     Condition        Report By
 MK1882  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1882
 MK1882                          STATION DESCRIPTION
 MK1882
 MK1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1882'POINT OBSERVED UPON IS TIP OF SPIRE, COUNTY CHURCH, DENOMINATION
 MK1882'NOT KNOWN, WHITE FRAME BUILDING.  LOCATED 7 MILES EAST OF
 MK1882'RISING CITY.
 MK1882'
 MK1882'OBSERVED UPON FROM STATIONS RUTH AND DAVID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1856 ***********************************************************************
 MK1856  DESIGNATION -  WHITE RM A
 MK1856  PID         -  MK1856
 MK1856  STATE/COUNTY-  NE/MADISON
 MK1856  COUNTRY     -  US
 MK1856  USGS QUAD   -  MADISON (2017)
 MK1856
 MK1856                         *CURRENT SURVEY CONTROL
 MK1856  ______________________________________________________________________
 MK1856* NAD 83(1995) POSITION- 41 52 29.66244(N) 097 25 02.31707(W)   ADJUSTED
 MK1856* NAVD 88 ORTHO HEIGHT -   525.4   (meters)     1724.    (feet) VERTCON
 MK1856  ______________________________________________________________________
 MK1856  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 MK1856  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 MK1856  HORZ ORDER      -  FIRST
 MK1856
 MK1856.The horizontal coordinates were established by classical geodetic methods
 MK1856.and adjusted by the National Geodetic Survey in August 1997.
 MK1856
 MK1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1856
 MK1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1856.GEOID18 height accuracy estimate available here.
 MK1856
 MK1856.Click photographs - Photos may exist for this station.
 MK1856
 MK1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1856
 MK1856. The following values were computed from the NAD 83(1995) position.
 MK1856
 MK1856;                    North         East     Units Scale Factor Converg.
 MK1856;SPC NE       -   229,868.876   714,295.752   MT  0.99967929   +1 42 41.5
 MK1856;SPC NE       -   754,161.47  2,343,485.31   sFT  0.99967929   +1 42 41.5
 MK1856;UTM  14      - 4,637,098.321   631,332.851   MT  0.99981225   +1 03 23.8
 MK1856
 MK1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1856!SPC NE       -   0.99992146  x   0.99967929  =   0.99960078
 MK1856!UTM  14      -   0.99992146  x   0.99981225  =   0.99973373
 MK1856
 MK1856:                Primary Azimuth Mark                     Grid Az
 MK1856:SPC NE       -  ELKHORN RESET                            033 08 58.4
 MK1856:UTM  14      -  ELKHORN RESET                            033 48 16.1
 MK1856
 MK1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3133237098(NAD 83)
 MK1856
 MK1856|---------------------------------------------------------------------|
 MK1856| PID    Reference Object                     Distance      Geod. Az  |
 MK1856|                                                           dddmmss.s |
 MK1856| MK1852 ELKHORN RESET                       APPROX.15.5 KM 0345139.9 |
 MK1856|---------------------------------------------------------------------|
 MK1856
 MK1856                          SUPERSEDED SURVEY CONTROL
 MK1856
 MK1856  NAD 83(1986)-  41 52 29.67136(N)    097 25 02.32043(W) AD(       ) 1
 MK1856  NAD 27      -  41 52 29.64772(N)    097 25 01.15164(W) AD(       ) 1
 MK1856  NGVD 29 (07/19/86)  525.2    (m)         1723.     (f) VERT ANG       
 MK1856
 MK1856.Superseded values are not recommended for survey control.
 MK1856
 MK1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1856.See file dsdata.pdf to determine how the superseded data were derived.
 MK1856
 MK1856_MARKER: DS = TRIANGULATION STATION DISK
 MK1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1856_STAMPING: WHITE RM A 1966
 MK1856_MARK LOGO: CGS
 MK1856_PROJECTION: RECESSED 41 CENTIMETERS
 MK1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1856+STABILITY: SURFACE MOTION
 MK1856
 MK1856  HISTORY     - Date     Condition        Report By
 MK1856  HISTORY     - 1966     MONUMENTED       CGS
 MK1856
 MK1856                          STATION DESCRIPTION
 MK1856
 MK1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1856'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 MK1856'AS TRIANGULATION STATION WHITE 1935.
 MK1856'
 MK1856'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK, THE DISK
 MK1856'IS SET IN THE TOP OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS
 MK1856'16 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 MK1856'WHITE RM A 1966.  THE MARK IS 66-1/2 FEET NORTHWEST OF THE
 MK1856'NORTHWEST CORNER OF A BARN, 60-1/2 FEET SOUTHWEST OF THE SOUTHWEST
 MK1856'CORNER OF A BARN AND 48 FEET NORTH OF AN EAST-WEST FENCELINE.
 MK1856'
 MK1856'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITE 1935,
 MK1856'DISTANCE BEING 25.692 METERS OR 84.29 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1255 ***********************************************************************
 LH1255  DESIGNATION -  WHITE SPIRE
 LH1255  PID         -  LH1255
 LH1255  STATE/COUNTY-  NE/ADAMS
 LH1255  COUNTRY     -  US
 LH1255  USGS QUAD   -  KENESAW (2017)
 LH1255
 LH1255                         *CURRENT SURVEY CONTROL
 LH1255  ______________________________________________________________________
 LH1255* NAD 83(1995) POSITION- 40 31 58.55410(N) 098 37 43.85595(W)   ADJUSTED
 LH1255  ______________________________________________________________________
 LH1255  GEOID HEIGHT    -        -25.168 (meters)                     GEOID18
 LH1255  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LH1255  HORZ ORDER      -  THIRD
 LH1255
 LH1255.The horizontal coordinates were established by classical geodetic methods
 LH1255.and adjusted by the National Geodetic Survey in August 1997.
 LH1255
 LH1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1255.GEOID18 height accuracy estimate available here.
 LH1255
 LH1255.Click photographs - Photos may exist for this station.
 LH1255
 LH1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1255
 LH1255. The following values were computed from the NAD 83(1995) position.
 LH1255
 LH1255;                    North         East     Units Scale Factor Converg.
 LH1255;SPC NE       -    78,597.535   616,144.628   MT  0.99980148   +0 54 31.2
 LH1255;SPC NE       -   257,865.41  2,021,467.83   sFT  0.99980148   +0 54 31.2
 LH1255;UTM  14      - 4,486,976.321   531,433.717   MT  0.99961216   +0 14 28.3
 LH1255
 LH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3143386976(NAD 83)
 LH1255
 LH1255                          SUPERSEDED SURVEY CONTROL
 LH1255
 LH1255  NAD 83(1986)-  40 31 58.56103(N)    098 37 43.85561(W) AD(       ) 3
 LH1255  NAD 27      -  40 31 58.50800(N)    098 37 42.61300(W) AD(       ) 3
 LH1255  USSD        -  40 31 58.55900(N)    098 37 42.60900(W) AD(       ) 3
 LH1255
 LH1255.Superseded values are not recommended for survey control.
 LH1255
 LH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1255.See file dsdata.pdf to determine how the superseded data were derived.
 LH1255
 LH1255_MARKER: 90 = CHURCH SPIRE
 LH1255
 LH1255  HISTORY     - Date     Condition        Report By
 LH1255  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1255  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LH1255
 LH1255                          STATION DESCRIPTION
 LH1255
 LH1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1255'THIS STATION IS IN SEC. 36, T. 7 N., R. 12 W.  (APPENDIX NO.
 LH1255'6-REPORT FOR 1901)
 LH1255
 LH1255                          STATION RECOVERY (1935)
 LH1255
 LH1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1255'THE CHURCH BUILDING WHICH WAS STANDING IN 1899 HAS BEEN MOVED
 LH1255'ACROSS THE ROAD INTO SECTION 35 AND IS NOW USED AS A SCHOOL
 LH1255'BUILDING.  A NEW CHURCH, ALSO IN SECTION 35, WAS ERECTED IN
 LH1255'1901.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0483 ***********************************************************************
 NO0483  DESIGNATION -  WHITMAN
 NO0483  PID         -  NO0483
 NO0483  STATE/COUNTY-  NE/GRANT
 NO0483  COUNTRY     -  US
 NO0483  USGS QUAD   -  WHITMAN (2017)
 NO0483
 NO0483                         *CURRENT SURVEY CONTROL
 NO0483  ______________________________________________________________________
 NO0483* NAD 83(1995) POSITION- 42 02 02.57894(N) 101 30 39.20930(W)   ADJUSTED
 NO0483* NAVD 88 ORTHO HEIGHT -  1181.    (meters)     3875.    (feet) SCALED
 NO0483  ______________________________________________________________________
 NO0483  GEOID HEIGHT    -        -19.725 (meters)                     GEOID18
 NO0483  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 NO0483  HORZ ORDER      -  SECOND
 NO0483
 NO0483.The horizontal coordinates were established by classical geodetic methods
 NO0483.and adjusted by the National Geodetic Survey in August 1997.
 NO0483
 NO0483.The orthometric height was scaled from a topographic map.
 NO0483
 NO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0483.GEOID18 height accuracy estimate available here.
 NO0483
 NO0483.Click photographs - Photos may exist for this station.
 NO0483
 NO0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0483
 NO0483. The following values were computed from the NAD 83(1995) position.
 NO0483
 NO0483;                    North         East     Units Scale Factor Converg.
 NO0483;SPC NE       -   245,431.704   374,932.017   MT  0.99970103   -1 00 04.5
 NO0483;SPC NE       -   805,220.52  1,230,089.46   sFT  0.99970103   -1 00 04.5
 NO0483;UTM  14      - 4,656,607.113   292,157.842   MT  1.00013158   -1 40 54.6
 NO0483
 NO0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0483!SPC NE       -   0.99981783  x   0.99970103  =   0.99951891
 NO0483!UTM  14      -   0.99981783  x   1.00013158  =   0.99994939
 NO0483
 NO0483:                Primary Azimuth Mark                     Grid Az
 NO0483:SPC NE       -  WHITMAN AZ MK                            322 31 26.3
 NO0483:UTM  14      -  WHITMAN AZ MK                            323 12 16.4
 NO0483
 NO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9215756607(NAD 83)
 NO0483
 NO0483|---------------------------------------------------------------------|
 NO0483| PID    Reference Object                     Distance      Geod. Az  |
 NO0483|                                                           dddmmss.s |
 NO0483| CQ4408 WHITMAN RM 1                         15.822 METERS 02435     |
 NO0483| CQ4409 WHITMAN RM 2                         17.639 METERS 14900     |
 NO0483| CQ4407 WHITMAN AZ MK                                      3213121.8 |
 NO0483|---------------------------------------------------------------------|
 NO0483
 NO0483                          SUPERSEDED SURVEY CONTROL
 NO0483
 NO0483  NAD 83(1986)-  42 02 02.57789(N)    101 30 39.21390(W) AD(       ) 2
 NO0483  NAD 27      -  42 02 02.59900(N)    101 30 37.61200(W) AD(       ) 2
 NO0483
 NO0483.Superseded values are not recommended for survey control.
 NO0483
 NO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0483.See file dsdata.pdf to determine how the superseded data were derived.
 NO0483
 NO0483_MARKER: DS = TRIANGULATION STATION DISK
 NO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0483_STAMPING: WHITMAN 1946
 NO0483_MARK LOGO: CGS
 NO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0483+STABILITY: SURFACE MOTION
 NO0483
 NO0483  HISTORY     - Date     Condition        Report By
 NO0483  HISTORY     - 1946     MONUMENTED       CGS
 NO0483
 NO0483                          STATION DESCRIPTION
 NO0483
 NO0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0483'LOCATED ABOUT 0.8 MILE SOUTHEAST OF WHITEMAN, 100 YARDS WEST
 NO0483'OF A WIRE FENCE, 20 FEET EAST OF THE WEST EDGE OF A NORTH-SOUTH
 NO0483'SAND RIDGE AND 6 FEET WEST OF A REFERENCE POST.  STAMPED WHITMAN
 NO0483'1946 AND PROJECTS 4 INCHES.
 NO0483'
 NO0483'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE NORTH-SOUTH
 NO0483'SAND RIDGE AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS
 NO0483'STAMPED WHITMAN NO 1 1946 AND PROJECTS 8 INCHES.
 NO0483'
 NO0483'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0483'IT IS STAMPED WHITMAN NO 2 1946 AND PROJECTS 8 INCHES.
 NO0483'
 NO0483'THE AZIMUTH MARK IS 55 FEET SOUTH OF A T FENCE INTERSECTION,
 NO0483'20 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND 3 FEET
 NO0483'SOUTH OF A REFERENCE POST.  IT IS STAMPED WHITMAN 1946 AND
 NO0483'PROJECTS 4 INCHES.
 NO0483'
 NO0483'TO REACH THE STATION FROM A CROSSROAD*, JUST NORTH OF THE
 NO0483'HIGH SCHOOL IN WHITMAN, GO EAST ON STATE HIGHWAY NO. 2 FOR
 NO0483'0.05 MILE.  THEN RIGHT FOR 0.25 MILE TO THE SOUTHWEST CORNER
 NO0483'OF THE WHITMAN CEMETERY.  THEN BEAR LEFT, SOUTHEAST, FOR 0.6
 NO0483'MILE TO THE HIGHEST POINT AND THE STATION.
 NO0483'
 NO0483'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A GRAVEL
 NO0483'ROAD FOR 0.4 MILE TO THE CREST OF A HILL AND THE MARK ON THE
 NO0483'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH5461 ***********************************************************************
 AH5461  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5461  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5461  DESIGNATION -  WHITNEY 1 CORS ARP
 AH5461  CORS_ID     -  WHN1
 AH5461  PID         -  AH5461
 AH5461  STATE/COUNTY-  NE/DAWES
 AH5461  COUNTRY     -  US
 AH5461  USGS QUAD   -  CROW BUTTE (2017)
 AH5461
 AH5461                         *CURRENT SURVEY CONTROL
 AH5461  ______________________________________________________________________
 AH5461* NAD 83(2011) POSITION- 42 44 21.50891(N) 103 19 43.56812(W)   ADJUSTED
 AH5461* NAD 83(2011) ELLIP HT-  1054.331 (meters)        (06/??/19)   ADJUSTED
 AH5461* NAD 83(2011) EPOCH   -  2010.00
 AH5461* NAVD 88 ORTHO HEIGHT -  1072.01  (meters)     3517.1   (feet) GPS OBS
 AH5461  ______________________________________________________________________
 AH5461  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH5461  GEOID HEIGHT    -        -17.591 (meters)                     GEOID99
 AH5461  GEOID HEIGHT    -        -17.692 (meters)                     GEOID18
 AH5461  NAD 83(2011) X  - -1,081,785.155 (meters)                     COMP
 AH5461  NAD 83(2011) Y  - -4,566,031.430 (meters)                     COMP
 AH5461  NAD 83(2011) Z  -  4,306,992.197 (meters)                     COMP
 AH5461
 AH5461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5461  Standards:
 AH5461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5461  -------------------------------------------------------------------
 AH5461  NETWORK    0.16   0.47           0.07   0.06   0.24      0.07464900
 AH5461  -------------------------------------------------------------------
 AH5461
 AH5461.The coordinates were established by GPS observations
 AH5461.and adjusted by the National Geodetic Survey in June 2019.
 AH5461
 AH5461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5461.been affixed to the stable North American Tectonic Plate. 
 AH5461
 AH5461.The coordinates are valid at the epoch date displayed above
 AH5461.which is a decimal equivalence of Year/Month/Day.
 AH5461
 AH5461.Due to the release of the International GNSS Service (IGS) 2014
 AH5461.realization of the International Terrestrial Reference Frame of 2014
 AH5461.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH5461.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH5461.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH5461.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH5461.currently published epoch of 2010.00.
 AH5461
 AH5461.Additional information on MYCS2 is available at
 AH5461.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH5461
 AH5461.The orthometric height was determined by GPS observations and a
 AH5461.high-resolution geoid model using precise GPS observation and
 AH5461.processing techniques.
 AH5461
 AH5461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5461.GEOID18 height accuracy estimate available here.
 AH5461
 AH5461.The PID for the CORS L1 Phase Center is AJ7950.
 AH5461
 AH5461.Click photographs - Photos may exist for this station.
 AH5461
 AH5461.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5461
 AH5461.The ellipsoidal height was determined by GPS observations
 AH5461.and is referenced to NAD 83.
 AH5461
 AH5461. The following values were computed from the NAD 83(2011) position.
 AH5461
 AH5461;                    North         East     Units Scale Factor Converg.
 AH5461;SPC NE       -   327,908.595   227,521.342   MT  0.99989091   -2 12 21.5
 AH5461;SPC NE       - 1,075,813.45    746,459.60   sFT  0.99989091   -2 12 21.5
 AH5461;UTM  13      - 4,733,220.231   636,795.321   MT  0.99983022   +1 08 03.8
 AH5461
 AH5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5461!SPC NE       -   0.99983468  x   0.99989091  =   0.99972561
 AH5461!UTM  13      -   0.99983468  x   0.99983022  =   0.99966493
 AH5461
 AH5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3679533220(NAD 83)
 AH5461
 AH5461                          SUPERSEDED SURVEY CONTROL
 AH5461
 AH5461  ELLIP H (06/27/12) 1054.314  (m)                       GP(2010.00) 0 0
 AH5461  NAD 83(2011)-  42 44 21.50867(N)    103 19 43.56814(W) AD(2010.00) c
 AH5461  NAD 83(2011)-  42 44 21.50891(N)    103 19 43.56809(W) AD(2010.00) c
 AH5461  ELLIP H (08/??/11) 1054.331  (m)                       GP(2010.00) c c
 AH5461  ELLIP H (02/10/07) 1054.342  (m)                       GP(2002.00)    
 AH5461  NAD 83(2007)-  42 44 21.50848(N)    103 19 43.56913(W) AD(2002.00) c
 AH5461  NAD 83(CORS)-  42 44 21.50848(N)    103 19 43.56913(W) AD(2002.00) c
 AH5461  ELLIP H (03/??/02) 1054.342  (m)                       GP(2002.00) c c
 AH5461  NAD 83(CORS)-  42 44 21.50855(N)    103 19 43.56929(W) AD(1997.00) c
 AH5461  ELLIP H (11/??/98) 1054.338  (m)                       GP(1997.00) c c
 AH5461
 AH5461.Superseded values are not recommended for survey control.
 AH5461
 AH5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5461.See file dsdata.pdf to determine how the superseded data were derived.
 AH5461
 AH5461_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5461
 AH5461                          STATION DESCRIPTION
 AH5461
 AH5461'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH5461'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH5461'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH5461'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH5461'https://geodesy.noaa.gov/CORS/data.shtml
 AH5461'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AH5058 ***********************************************************************
 AH5058  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5058  DESIGNATION -  WHITNEY 2 CORS ARP
 AH5058  CORS_ID     -  WHN2
 AH5058  PID         -  AH5058
 AH5058  STATE/COUNTY-  NE/DAWES
 AH5058  COUNTRY     -  US
 AH5058  USGS QUAD   -  CROW BUTTE (2017)
 AH5058
 AH5058                         *CURRENT SURVEY CONTROL
 AH5058  ______________________________________________________________________
 AH5058* NAD 83(2011) POSITION- 42 44 22.15036(N) 103 19 42.80887(W)   ADJUSTED
 AH5058* NAD 83(2011) ELLIP HT-  1054.124 (meters)        (06/??/19)   ADJUSTED
 AH5058* NAD 83(2011) EPOCH   -  2010.00
 AH5058  ______________________________________________________________________
 AH5058  GEOID HEIGHT    -        -17.692 (meters)                     GEOID18
 AH5058  NAD 83(2011) X  - -1,081,765.216 (meters)                     COMP
 AH5058  NAD 83(2011) Y  - -4,566,022.191 (meters)                     COMP
 AH5058  NAD 83(2011) Z  -  4,307,006.597 (meters)                     COMP
 AH5058
 AH5058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5058  Standards:
 AH5058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5058  -------------------------------------------------------------------
 AH5058  NETWORK    0.14   0.45           0.06   0.05   0.23      0.03783600
 AH5058  -------------------------------------------------------------------
 AH5058
 AH5058.The coordinates were established by GPS observations
 AH5058.and adjusted by the National Geodetic Survey in June 2019.
 AH5058
 AH5058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5058.been affixed to the stable North American Tectonic Plate. 
 AH5058
 AH5058.The coordinates are valid at the epoch date displayed above
 AH5058.which is a decimal equivalence of Year/Month/Day.
 AH5058
 AH5058.Due to the release of the International GNSS Service (IGS) 2014
 AH5058.realization of the International Terrestrial Reference Frame of 2014
 AH5058.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH5058.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH5058.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH5058.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH5058.currently published epoch of 2010.00.
 AH5058
 AH5058.Additional information on MYCS2 is available at
 AH5058.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH5058
 AH5058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5058.GEOID18 height accuracy estimate available here.
 AH5058
 AH5058.The PID for the CORS L1 Phase Center is AJ7949.
 AH5058
 AH5058.Click photographs - Photos may exist for this station.
 AH5058
 AH5058.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5058
 AH5058.The ellipsoidal height was determined by GPS observations
 AH5058.and is referenced to NAD 83.
 AH5058
 AH5058. The following values were computed from the NAD 83(2011) position.
 AH5058
 AH5058;                    North         East     Units Scale Factor Converg.
 AH5058;SPC NE       -   327,927.707   227,539.359   MT  0.99989098   -2 12 21.0
 AH5058;SPC NE       - 1,075,876.15    746,518.71   sFT  0.99989098   -2 12 21.0
 AH5058;UTM  13      - 4,733,240.359   636,812.193   MT  0.99983028   +1 08 04.3
 AH5058
 AH5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5058!SPC NE       -   0.99983471  x   0.99989098  =   0.99972571
 AH5058!UTM  13      -   0.99983471  x   0.99983028  =   0.99966502
 AH5058
 AH5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3681233240(NAD 83)
 AH5058
 AH5058                          SUPERSEDED SURVEY CONTROL
 AH5058
 AH5058  NAD 83(2011)-  42 44 22.15033(N)    103 19 42.80877(W) AD(2010.00) c
 AH5058  ELLIP H (08/??/11) 1054.106  (m)                       GP(2010.00) c c
 AH5058  NAD 83(CORS)-  42 44 22.14993(N)    103 19 42.80930(W) AD(2002.00) c
 AH5058  ELLIP H (03/??/02) 1054.127  (m)                       GP(2002.00) c c
 AH5058  NAD 83(CORS)-  42 44 22.14994(N)    103 19 42.80983(W) AD(1997.00) c
 AH5058  ELLIP H (11/??/98) 1054.121  (m)                       GP(1997.00) c c
 AH5058
 AH5058.Superseded values are not recommended for survey control.
 AH5058
 AH5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5058.See file dsdata.pdf to determine how the superseded data were derived.
 AH5058
 AH5058_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5058
 AH5058                          STATION DESCRIPTION
 AH5058
 AH5058'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH5058'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH5058'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH5058'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH5058'https://geodesy.noaa.gov/CORS/data.shtml
 AH5058'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DJ6131 ***********************************************************************
 DJ6131  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ6131  DESIGNATION -  WHITNEY 5 CORS ARP
 DJ6131  CORS_ID     -  WHN5
 DJ6131  PID         -  DJ6131
 DJ6131  STATE/COUNTY-  NE/DAWES
 DJ6131  COUNTRY     -  US
 DJ6131  USGS QUAD   -  CROW BUTTE (2017)
 DJ6131
 DJ6131                         *CURRENT SURVEY CONTROL
 DJ6131  ______________________________________________________________________
 DJ6131* NAD 83(2011) POSITION- 42 44 21.50906(N) 103 19 43.56825(W)   ADJUSTED
 DJ6131* NAD 83(2011) ELLIP HT-  1054.484 (meters)        (06/??/19)   ADJUSTED
 DJ6131* NAD 83(2011) EPOCH   -  2010.00
 DJ6131  ______________________________________________________________________
 DJ6131  GEOID HEIGHT    -        -17.692 (meters)                     GEOID18
 DJ6131  NAD 83(2011) X  - -1,081,785.183 (meters)                     COMP
 DJ6131  NAD 83(2011) Y  - -4,566,031.536 (meters)                     COMP
 DJ6131  NAD 83(2011) Z  -  4,306,992.304 (meters)                     COMP
 DJ6131
 DJ6131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ6131  Standards:
 DJ6131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ6131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ6131  -------------------------------------------------------------------
 DJ6131  NETWORK    0.15   0.41           0.06   0.06   0.21      0.13918600
 DJ6131  -------------------------------------------------------------------
 DJ6131
 DJ6131.The coordinates were established by GPS observations
 DJ6131.and adjusted by the National Geodetic Survey in June 2019.
 DJ6131
 DJ6131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ6131.been affixed to the stable North American Tectonic Plate. 
 DJ6131
 DJ6131.The coordinates are valid at the epoch date displayed above
 DJ6131.which is a decimal equivalence of Year/Month/Day.
 DJ6131
 DJ6131.Due to the release of the International GNSS Service (IGS) 2014
 DJ6131.realization of the International Terrestrial Reference Frame of 2014
 DJ6131.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ6131.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ6131.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ6131.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ6131.currently published epoch of 2010.00.
 DJ6131
 DJ6131.Additional information on MYCS2 is available at
 DJ6131.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ6131
 DJ6131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ6131.GEOID18 height accuracy estimate available here.
 DJ6131
 DJ6131.The PID for the CORS L1 Phase Center is DJ6132.
 DJ6131
 DJ6131.Click photographs - Photos may exist for this station.
 DJ6131
 DJ6131.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ6131
 DJ6131.The ellipsoidal height was determined by GPS observations
 DJ6131.and is referenced to NAD 83.
 DJ6131
 DJ6131. The following values were computed from the NAD 83(2011) position.
 DJ6131
 DJ6131;                    North         East     Units Scale Factor Converg.
 DJ6131;SPC NE       -   327,908.600   227,521.339   MT  0.99989091   -2 12 21.5
 DJ6131;SPC NE       - 1,075,813.47    746,459.59   sFT  0.99989091   -2 12 21.5
 DJ6131;UTM  13      - 4,733,220.235   636,795.318   MT  0.99983022   +1 08 03.8
 DJ6131
 DJ6131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ6131!SPC NE       -   0.99983465  x   0.99989091  =   0.99972558
 DJ6131!UTM  13      -   0.99983465  x   0.99983022  =   0.99966490
 DJ6131
 DJ6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3679533220(NAD 83)
 DJ6131
 DJ6131                          SUPERSEDED SURVEY CONTROL
 DJ6131
 DJ6131  ELLIP H (06/27/12) 1054.504  (m)                       GP(2010.00) 0 0
 DJ6131  NAD 83(2011)-  42 44 21.50903(N)    103 19 43.56804(W) AD(2010.00) c
 DJ6131  NAD 83(2011)-  42 44 21.50909(N)    103 19 43.56819(W) AD(2010.00) c
 DJ6131  ELLIP H (08/??/11) 1054.481  (m)                       GP(2010.00) c c
 DJ6131  NAD 83(CORS)-  42 44 21.50840(N)    103 19 43.56987(W) AD(2002.00) c
 DJ6131  ELLIP H (12/??/07) 1054.490  (m)                       GP(2002.00) c c
 DJ6131
 DJ6131.Superseded values are not recommended for survey control.
 DJ6131
 DJ6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ6131.See file dsdata.pdf to determine how the superseded data were derived.
 DJ6131
 DJ6131_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ6131
 DJ6131                          STATION DESCRIPTION
 DJ6131
 DJ6131'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DJ6131'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ6131'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ6131'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ6131'https://geodesy.noaa.gov/CORS/data.shtml
 DJ6131'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DJ6133 ***********************************************************************
 DJ6133  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ6133  DESIGNATION -  WHITNEY 6 CORS ARP
 DJ6133  CORS_ID     -  WHN6
 DJ6133  PID         -  DJ6133
 DJ6133  STATE/COUNTY-  NE/DAWES
 DJ6133  COUNTRY     -  US
 DJ6133  USGS QUAD   -  CROW BUTTE (2017)
 DJ6133
 DJ6133                         *CURRENT SURVEY CONTROL
 DJ6133  ______________________________________________________________________
 DJ6133* NAD 83(2011) POSITION- 42 44 22.15032(N) 103 19 42.80871(W)   ADJUSTED
 DJ6133* NAD 83(2011) ELLIP HT-  1054.274 (meters)        (06/??/19)   ADJUSTED
 DJ6133* NAD 83(2011) EPOCH   -  2010.00
 DJ6133  ______________________________________________________________________
 DJ6133  GEOID HEIGHT    -        -17.692 (meters)                     GEOID18
 DJ6133  NAD 83(2011) X  - -1,081,765.238 (meters)                     COMP
 DJ6133  NAD 83(2011) Y  - -4,566,022.299 (meters)                     COMP
 DJ6133  NAD 83(2011) Z  -  4,307,006.697 (meters)                     COMP
 DJ6133
 DJ6133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ6133  Standards:
 DJ6133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ6133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ6133  -------------------------------------------------------------------
 DJ6133  NETWORK    0.15   0.42           0.07   0.06   0.21      0.11263100
 DJ6133  -------------------------------------------------------------------
 DJ6133
 DJ6133.The coordinates were established by GPS observations
 DJ6133.and adjusted by the National Geodetic Survey in June 2019.
 DJ6133
 DJ6133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ6133.been affixed to the stable North American Tectonic Plate. 
 DJ6133
 DJ6133.The coordinates are valid at the epoch date displayed above
 DJ6133.which is a decimal equivalence of Year/Month/Day.
 DJ6133
 DJ6133.Due to the release of the International GNSS Service (IGS) 2014
 DJ6133.realization of the International Terrestrial Reference Frame of 2014
 DJ6133.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ6133.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ6133.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ6133.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ6133.currently published epoch of 2010.00.
 DJ6133
 DJ6133.Additional information on MYCS2 is available at
 DJ6133.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ6133
 DJ6133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ6133.GEOID18 height accuracy estimate available here.
 DJ6133
 DJ6133.The PID for the CORS L1 Phase Center is DJ6134.
 DJ6133
 DJ6133.Click photographs - Photos may exist for this station.
 DJ6133
 DJ6133.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ6133
 DJ6133.The ellipsoidal height was determined by GPS observations
 DJ6133.and is referenced to NAD 83.
 DJ6133
 DJ6133. The following values were computed from the NAD 83(2011) position.
 DJ6133
 DJ6133;                    North         East     Units Scale Factor Converg.
 DJ6133;SPC NE       -   327,927.706   227,539.362   MT  0.99989098   -2 12 21.0
 DJ6133;SPC NE       - 1,075,876.15    746,518.72   sFT  0.99989098   -2 12 21.0
 DJ6133;UTM  13      - 4,733,240.358   636,812.196   MT  0.99983028   +1 08 04.3
 DJ6133
 DJ6133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ6133!SPC NE       -   0.99983469  x   0.99989098  =   0.99972569
 DJ6133!UTM  13      -   0.99983469  x   0.99983028  =   0.99966500
 DJ6133
 DJ6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3681233240(NAD 83)
 DJ6133
 DJ6133                          SUPERSEDED SURVEY CONTROL
 DJ6133
 DJ6133  NAD 83(2011)-  42 44 22.15035(N)    103 19 42.80866(W) AD(2010.00) c
 DJ6133  ELLIP H (08/??/11) 1054.271  (m)                       GP(2010.00) c c
 DJ6133  NAD 83(CORS)-  42 44 22.14982(N)    103 19 42.81012(W) AD(2002.00) c
 DJ6133  ELLIP H (12/??/07) 1054.275  (m)                       GP(2002.00) c c
 DJ6133
 DJ6133.Superseded values are not recommended for survey control.
 DJ6133
 DJ6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ6133.See file dsdata.pdf to determine how the superseded data were derived.
 DJ6133
 DJ6133_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ6133
 DJ6133                          STATION DESCRIPTION
 DJ6133
 DJ6133'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DJ6133'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ6133'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ6133'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ6133'https://geodesy.noaa.gov/CORS/data.shtml
 DJ6133'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0704 ***********************************************************************
 NP0704  DESIGNATION -  WHITNEY MUNICIPAL TANK
 NP0704  PID         -  NP0704
 NP0704  STATE/COUNTY-  NE/DAWES
 NP0704  COUNTRY     -  US
 NP0704  USGS QUAD   -  WHITNEY (2017)
 NP0704
 NP0704                         *CURRENT SURVEY CONTROL
 NP0704  ______________________________________________________________________
 NP0704* NAD 83(1995) POSITION- 42 46 49.68895(N) 103 15 23.94753(W)   ADJUSTED
 NP0704  ______________________________________________________________________
 NP0704  GEOID HEIGHT    -        -17.774 (meters)                     GEOID18
 NP0704  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 NP0704  HORZ ORDER      -  THIRD
 NP0704
 NP0704.The horizontal coordinates were established by classical geodetic methods
 NP0704.and adjusted by the National Geodetic Survey in August 1997.
 NP0704
 NP0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0704.GEOID18 height accuracy estimate available here.
 NP0704
 NP0704.Click photographs - Photos may exist for this station.
 NP0704
 NP0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0704
 NP0704. The following values were computed from the NAD 83(1995) position.
 NP0704
 NP0704;                    North         East     Units Scale Factor Converg.
 NP0704;SPC NE       -   332,252.579   233,593.867   MT  0.99990673   -2 09 29.4
 NP0704;SPC NE       - 1,090,065.34    766,382.55   sFT  0.99990673   -2 09 29.4
 NP0704;UTM  13      - 4,737,910.493   642,603.992   MT  0.99985019   +1 11 03.4
 NP0704
 NP0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4260337910(NAD 83)
 NP0704
 NP0704                          SUPERSEDED SURVEY CONTROL
 NP0704
 NP0704  NAD 83(1993)-  42 46 49.68815(N)    103 15 23.94798(W) AD(       ) 3
 NP0704  NAD 83(1986)-  42 46 49.67671(N)    103 15 23.92698(W) AD(       ) 3
 NP0704  NAD 27      -  42 46 49.77700(N)    103 15 22.23400(W) AD(       ) 3
 NP0704
 NP0704.Superseded values are not recommended for survey control.
 NP0704
 NP0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0704.See file dsdata.pdf to determine how the superseded data were derived.
 NP0704
 NP0704_MARKER: 53 = ELEVATED TANK
 NP0704
 NP0704  HISTORY     - Date     Condition        Report By
 NP0704  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0704
 NP0704                          STATION DESCRIPTION
 NP0704
 NP0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0704'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF WHITNEY,
 NP0704'183 PACES S OF U.S. HIGHWAY 20 AND 66 PACES E OF A N-S DIRT
 NP0704'ROAD.
 NP0704'
 NP0704'THE TANK AND 4-LEG TRUSSWORK SUPPORTING TOWER ARE CONSTRUCTED
 NP0704'OF STEEL, ARE PAINTED WHITE AND THE OVER-ALL HEIGHT IS ABOUT
 NP0704'60 FEET.
 NP0704'
 NP0704'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 NP0704'OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2787 ***********************************************************************
 AI2787  DESIGNATION -  WHN2 A
 AI2787  PID         -  AI2787
 AI2787  STATE/COUNTY-  NE/DAWES
 AI2787  COUNTRY     -  US
 AI2787  USGS QUAD   -  CROW BUTTE (2017)
 AI2787
 AI2787                         *CURRENT SURVEY CONTROL
 AI2787  ______________________________________________________________________
 AI2787* NAD 83(2011) POSITION- 42 44 00.50022(N) 103 19 33.15650(W)   ADJUSTED
 AI2787* NAD 83(2011) ELLIP HT-  1070.562 (meters)        (06/27/12)   ADJUSTED
 AI2787* NAD 83(2011) EPOCH   -  2010.00
 AI2787* NAVD 88 ORTHO HEIGHT -  1088.269 (meters)     3570.43  (feet) ADJUSTED
 AI2787  ______________________________________________________________________
 AI2787  GEOID HEIGHT    -        -17.707 (meters)                     GEOID18
 AI2787  NAD 83(2011) X  - -1,081,658.840 (meters)                     COMP
 AI2787  NAD 83(2011) Y  - -4,566,525.796 (meters)                     COMP
 AI2787  NAD 83(2011) Z  -  4,306,526.982 (meters)                     COMP
 AI2787  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 AI2787  DYNAMIC HEIGHT  -       1087.698 (meters)     3568.56  (feet) COMP
 AI2787  MODELED GRAVITY -    980,059.2   (mgal)                       NAVD 88
 AI2787
 AI2787  VERT ORDER      -  FIRST     CLASS II
 AI2787
 AI2787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2787  Standards:
 AI2787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2787  -------------------------------------------------------------------
 AI2787  NETWORK    0.22   1.49           0.09   0.09   0.76      0.05779902
 AI2787  -------------------------------------------------------------------
 AI2787  Click here for local accuracies and other accuracy information.
 AI2787
 AI2787.This is a reference station for the WHITNEY 1
 AI2787.National Continuously Operating Reference Station (WHN1).
 AI2787
 AI2787.The horizontal coordinates were established by GPS observations
 AI2787.and adjusted by the National Geodetic Survey in June 2012.
 AI2787
 AI2787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2787.been affixed to the stable North American tectonic plate. See 
 AI2787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2787
 AI2787.The horizontal coordinates are valid at the epoch date displayed above
 AI2787.which is a decimal equivalence of Year/Month/Day.
 AI2787
 AI2787.The orthometric height was determined by differential leveling and
 AI2787.adjusted by the NATIONAL GEODETIC SURVEY
 AI2787.in July 2002.
 AI2787
 AI2787.No vertical observational check was made to the station.
 AI2787
 AI2787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2787.GEOID18 height accuracy estimate available here.
 AI2787
 AI2787.Click photographs - Photos may exist for this station.
 AI2787
 AI2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2787
 AI2787.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2787
 AI2787.The ellipsoidal height was determined by GPS observations
 AI2787.and is referenced to NAD 83.
 AI2787
 AI2787.The dynamic height is computed by dividing the NAVD 88
 AI2787.geopotential number by the normal gravity value computed on the
 AI2787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2787.degrees latitude (g = 980.6199 gals.).
 AI2787
 AI2787.The modeled gravity was interpolated from observed gravity values.
 AI2787
 AI2787. The following values were computed from the NAD 83(2011) position.
 AI2787
 AI2787;                    North         East     Units Scale Factor Converg.
 AI2787;SPC NE       -   327,251.756   227,733.032   MT  0.99988871   -2 12 14.6
 AI2787;SPC NE       - 1,073,658.47    747,154.12   sFT  0.99988871   -2 12 14.6
 AI2787;UTM  13      - 4,732,576.880   637,044.908   MT  0.99983106   +1 08 10.4
 AI2787
 AI2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2787!SPC NE       -   0.99983213  x   0.99988871  =   0.99972086
 AI2787!UTM  13      -   0.99983213  x   0.99983106  =   0.99966322
 AI2787
 AI2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3704432576(NAD 83)
 AI2787
 AI2787                          SUPERSEDED SURVEY CONTROL
 AI2787
 AI2787  NAD 83(2007)-  42 44 00.50002(N)    103 19 33.15749(W) AD(2002.00) 0
 AI2787  ELLIP H (02/10/07) 1070.590  (m)                       GP(2002.00)    
 AI2787  ELLIP H (09/24/01) 1070.586  (m)                       GP(       ) 4 2
 AI2787  NAD 83(1995)-  42 44 00.50007(N)    103 19 33.15765(W) AD(       ) B
 AI2787  ELLIP H (05/10/00) 1070.587  (m)                       GP(       ) 3 2
 AI2787  NAVD 88            1088.27   (m)         3570.4    (f) LEVELING    3  
 AI2787
 AI2787.Superseded values are not recommended for survey control.
 AI2787
 AI2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2787.See file dsdata.pdf to determine how the superseded data were derived.
 AI2787
 AI2787_MARKER: F = FLANGE-ENCASED ROD
 AI2787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2787_STAMPING: WHN2 A 1999
 AI2787_MARK LOGO: NGS
 AI2787_PROJECTION: FLUSH
 AI2787_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2787+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2016
 AI2787_ROD/PIPE-DEPTH: 11.3 meters
 AI2787_SLEEVE-DEPTH  : 0.9 meters
 AI2787
 AI2787  HISTORY     - Date     Condition        Report By
 AI2787  HISTORY     - 1999     MONUMENTED       NGS
 AI2787  HISTORY     - 20161212 GOOD             COMPDA
 AI2787
 AI2787                          STATION DESCRIPTION
 AI2787
 AI2787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2787'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI2787'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 AI2787'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 8.0
 AI2787'KM (4.95 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, THENCE 0.8 KM (0.50
 AI2787'MI) SOUTHERLY ALONG WHITNEY LAKE ROAD, 9.7 M (31.8 FT) EAST OF THE
 AI2787'ROAD CENTER, 5.3 M (17.4 FT) NORTH OF THE ENTER OF A FIELD ENTRANCE,
 AI2787'1.2 M (3.9 FT) NORTHWEST OF A FENCE CORNER, 0.4 M (1.3 FT) WEST OF A
 AI2787'WITNESS POST AND A FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AI2787'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2787'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2787'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 AI2787
 AI2787                          STATION RECOVERY (2016)
 AI2787
 AI2787'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 AI2787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2788 ***********************************************************************
 AI2788  DESIGNATION -  WHN2 B
 AI2788  PID         -  AI2788
 AI2788  STATE/COUNTY-  NE/DAWES
 AI2788  COUNTRY     -  US
 AI2788  USGS QUAD   -  CROW BUTTE (2017)
 AI2788
 AI2788                         *CURRENT SURVEY CONTROL
 AI2788  ______________________________________________________________________
 AI2788* NAD 83(2011) POSITION- 42 44 28.61925(N) 103 19 35.21250(W)   ADJUSTED
 AI2788* NAD 83(2011) ELLIP HT-  1049.521 (meters)        (06/27/12)   ADJUSTED
 AI2788* NAD 83(2011) EPOCH   -  2010.00
 AI2788* NAVD 88 ORTHO HEIGHT -  1067.215 (meters)     3501.35  (feet) ADJUSTED
 AI2788  ______________________________________________________________________
 AI2788  GEOID HEIGHT    -        -17.694 (meters)                     GEOID18
 AI2788  NAD 83(2011) X  - -1,081,565.045 (meters)                     COMP
 AI2788  NAD 83(2011) Y  - -4,565,926.890 (meters)                     COMP
 AI2788  NAD 83(2011) Z  -  4,307,150.101 (meters)                     COMP
 AI2788  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 AI2788  DYNAMIC HEIGHT  -       1066.657 (meters)     3499.52  (feet) COMP
 AI2788  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 AI2788
 AI2788  VERT ORDER      -  FIRST     CLASS II
 AI2788
 AI2788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2788  Standards:
 AI2788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2788  -------------------------------------------------------------------
 AI2788  NETWORK    0.22   1.47           0.09   0.09   0.75      0.08991837
 AI2788  -------------------------------------------------------------------
 AI2788  Click here for local accuracies and other accuracy information.
 AI2788
 AI2788.This is a reference station for the WHITNEY 1
 AI2788.National Continuously Operating Reference Station (WHN1).
 AI2788
 AI2788.The horizontal coordinates were established by GPS observations
 AI2788.and adjusted by the National Geodetic Survey in June 2012.
 AI2788
 AI2788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2788.been affixed to the stable North American tectonic plate. See 
 AI2788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2788
 AI2788.The horizontal coordinates are valid at the epoch date displayed above
 AI2788.which is a decimal equivalence of Year/Month/Day.
 AI2788
 AI2788.The orthometric height was determined by differential leveling and
 AI2788.adjusted by the NATIONAL GEODETIC SURVEY
 AI2788.in July 2002.
 AI2788
 AI2788.No vertical observational check was made to the station.
 AI2788
 AI2788.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2788.GEOID18 height accuracy estimate available here.
 AI2788
 AI2788.Click photographs - Photos may exist for this station.
 AI2788
 AI2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2788
 AI2788.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2788
 AI2788.The ellipsoidal height was determined by GPS observations
 AI2788.and is referenced to NAD 83.
 AI2788
 AI2788.The dynamic height is computed by dividing the NAVD 88
 AI2788.geopotential number by the normal gravity value computed on the
 AI2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2788.degrees latitude (g = 980.6199 gals.).
 AI2788
 AI2788.The modeled gravity was interpolated from observed gravity values.
 AI2788
 AI2788. The following values were computed from the NAD 83(2011) position.
 AI2788
 AI2788;                    North         East     Units Scale Factor Converg.
 AI2788;SPC NE       -   328,120.505   227,719.674   MT  0.99989166   -2 12 15.9
 AI2788;SPC NE       - 1,076,508.69    747,110.30   sFT  0.99989166   -2 12 15.9
 AI2788;UTM  13      - 4,733,443.324   636,980.958   MT  0.99983085   +1 08 09.6
 AI2788
 AI2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2788!SPC NE       -   0.99983543  x   0.99989166  =   0.99972711
 AI2788!UTM  13      -   0.99983543  x   0.99983085  =   0.99966631
 AI2788
 AI2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3698033443(NAD 83)
 AI2788
 AI2788|---------------------------------------------------------------------|
 AI2788| PID    Reference Object                     Distance      Geod. Az  |
 AI2788|                                                           dddmmss.s |
 AI2788| AH5461 WHITNEY 1 CORS ARP                  290.282 METERS 22054     |
 AI2788|---------------------------------------------------------------------|
 AI2788
 AI2788                          SUPERSEDED SURVEY CONTROL
 AI2788
 AI2788  NAD 83(2007)-  42 44 28.61906(N)    103 19 35.21349(W) AD(2002.00) 0
 AI2788  ELLIP H (02/10/07) 1049.549  (m)                       GP(2002.00)    
 AI2788  ELLIP H (09/24/01) 1049.545  (m)                       GP(       ) 4 2
 AI2788  NAD 83(1995)-  42 44 28.61911(N)    103 19 35.21365(W) AD(       ) B
 AI2788  ELLIP H (05/10/00) 1049.545  (m)                       GP(       ) 3 2
 AI2788  NAVD 88            1067.22   (m)         3501.4    (f) LEVELING    3  
 AI2788
 AI2788.Superseded values are not recommended for survey control.
 AI2788
 AI2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2788.See file dsdata.pdf to determine how the superseded data were derived.
 AI2788
 AI2788_MARKER: F = FLANGE-ENCASED ROD
 AI2788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2788_STAMPING: WHN2 B 1999
 AI2788_MARK LOGO: NGS
 AI2788_PROJECTION: FLUSH
 AI2788_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2788+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2016
 AI2788_ROD/PIPE-DEPTH: 10.1 meters
 AI2788_SLEEVE-DEPTH  : 0.9 meters
 AI2788
 AI2788  HISTORY     - Date     Condition        Report By
 AI2788  HISTORY     - 1999     MONUMENTED       NGS
 AI2788  HISTORY     - 20161212 GOOD             COMPDA
 AI2788
 AI2788                          STATION DESCRIPTION
 AI2788
 AI2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2788'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI2788'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 AI2788'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 8.0
 AI2788'KM (4.95 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, 69.3 M (227.4 FT)
 AI2788'NORTHWEST OF THE HIGHWAY CENTERLINE, 38.6 M (126.6 FT) WEST OF THE
 AI2788'CENTER OF WHITNEY LAKE ROAD, 28.9 M (94.8 FT) NORTHWEST OF THE NEAR
 AI2788'RAIL OF THE DAKOTA MINNESOTA AND EASTERN RAILROAD, 7.7 M (25.3 FT)
 AI2788'SOUTHWEST OF THE CENTER OF A GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI2788'THE TRACK, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND A FENCE.
 AI2788'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AI2788'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AI2788'MONUMENT IS ON PROPERTY OWNED BY DAKOTA MINNESOTA AND EASTERN
 AI2788'RAILROAD, CONTACT--TIM CARLSON, P.0.  BOX 178, BROOKINGS, SD 57006,
 AI2788'TELEPHONE NUMBER (605) 697-2434.
 AI2788
 AI2788                          STATION RECOVERY (2016)
 AI2788
 AI2788'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 AI2788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0865 ***********************************************************************
 LG0865  DESIGNATION -  WIEDEL
 LG0865  PID         -  LG0865
 LG0865  STATE/COUNTY-  NE/THAYER
 LG0865  COUNTRY     -  US
 LG0865  USGS QUAD   -  CHESTER (2017)
 LG0865
 LG0865                         *CURRENT SURVEY CONTROL
 LG0865  ______________________________________________________________________
 LG0865* NAD 83(1995) POSITION- 40 07 04.95931(N) 097 37 24.56097(W)   ADJUSTED
 LG0865* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 LG0865  ______________________________________________________________________
 LG0865  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 LG0865  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LG0865  HORZ ORDER      -  FIRST
 LG0865
 LG0865.The horizontal coordinates were established by classical geodetic methods
 LG0865.and adjusted by the National Geodetic Survey in August 1997.
 LG0865
 LG0865.The orthometric height was scaled from a topographic map.
 LG0865
 LG0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0865.GEOID18 height accuracy estimate available here.
 LG0865
 LG0865.Click photographs - Photos may exist for this station.
 LG0865
 LG0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0865
 LG0865. The following values were computed from the NAD 83(1995) position.
 LG0865
 LG0865;                    North         East     Units Scale Factor Converg.
 LG0865;SPC NE       -    34,397.023   702,553.648   MT  0.99994874   +1 34 29.7
 LG0865;SPC NE       -   112,850.90  2,304,961.43   sFT  0.99994874   +1 34 29.7
 LG0865;UTM  14      - 4,441,767.128   617,297.913   MT  0.99976937   +0 53 13.5
 LG0865
 LG0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0865!SPC NE       -   0.99992712  x   0.99994874  =   0.99987587
 LG0865!UTM  14      -   0.99992712  x   0.99976937  =   0.99969651
 LG0865
 LG0865:                Primary Azimuth Mark                     Grid Az
 LG0865:SPC NE       -  WIEDEL AZ MK                             086 56 05.9
 LG0865:UTM  14      -  WIEDEL AZ MK                             087 37 22.1
 LG0865
 LG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1729741767(NAD 83)
 LG0865
 LG0865|---------------------------------------------------------------------|
 LG0865| PID    Reference Object                     Distance      Geod. Az  |
 LG0865|                                                           dddmmss.s |
 LG0865| LG0852 BRUNING MUNICIPAL TANK              APPROX.24.6 KM 0112520.7 |
 LG0865| LG0854 BELVIDERE MUNICIPAL TANK            APPROX.16.2 KM 0201339.2 |
 LG0865| LG0862 HEBRON THAYER CO CH FLAGSTAFF       APPROX. 6.2 KM 0262541.4 |
 LG0865| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX. 6.8 KM 0321010.9 |
 LG0865| CO2763 WIEDEL RM 1                          31.724 METERS 08241     |
 LG0865| CO2762 WIEDEL AZ MK                                       0883035.6 |
 LG0865| LG0873 DESHLER MUNICIPAL TANK              APPROX. 8.9 KM 2882407.3 |
 LG0865| CO2765 WIEDEL RM 3                           8.772 METERS 29343     |
 LG0865| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.27.1 KM 3232106.8 |
 LG0865| LG0855 CARLETON MUNICIPAL TANK             APPROX.21.2 KM 3474827.4 |
 LG0865| CO2764 WIEDEL RM 2                          21.509 METERS 35035     |
 LG0865|---------------------------------------------------------------------|
 LG0865
 LG0865                          SUPERSEDED SURVEY CONTROL
 LG0865
 LG0865  NAD 83(1986)-  40 07 04.96506(N)    097 37 24.56101(W) AD(       ) 1
 LG0865  NAD 27      -  40 07 04.94600(N)    097 37 23.41800(W) AD(       ) 1
 LG0865
 LG0865.Superseded values are not recommended for survey control.
 LG0865
 LG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0865.See file dsdata.pdf to determine how the superseded data were derived.
 LG0865
 LG0865_MARKER: DS = TRIANGULATION STATION DISK
 LG0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0865_STAMPING: WIEDEL 1947
 LG0865_MARK LOGO: CGS
 LG0865_PROJECTION: RECESSED 33 CENTIMETERS
 LG0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0865+STABILITY: SURFACE MOTION
 LG0865
 LG0865  HISTORY     - Date     Condition        Report By
 LG0865  HISTORY     - 1947     MONUMENTED       CGS
 LG0865  HISTORY     - 1975     GOOD             NGS
 LG0865
 LG0865                          STATION DESCRIPTION
 LG0865
 LG0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0865'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF CHESTER, 3.5
 LG0865'MILES SOUTH-SOUTHWEST OF HEBRON, 1.55 MILES WEST OF U.S. HIGHWAY NO.
 LG0865'81, 42 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 24 FEET
 LG0865'WEST-SOUTHWEST OF THE CENTER OF A WIRE GATE, 16 FEET SOUTHEAST
 LG0865'OF A TELEPHONE POLE, AND 11 FEET SOUTH OF A WITNESS POST.  IT
 LG0865'IS 13 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 LG0865'WIEDEL 1947.
 LG0865'
 LG0865'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE LINE AND 31 FEET
 LG0865'SOUTH OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 5 INCHES AND
 LG0865'IS STAMPED WIEDEL NO 1 1947.
 LG0865'
 LG0865'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE LINE AND 28 FEET
 LG0865'NORTH OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 3 INCHES
 LG0865'AND IS STAMPED WIEDEL NO 2 1947.
 LG0865'
 LG0865'AZIMUTH MARK 1.0 MILE WEST OF U.S. HIGHWAY NO. 81, 26 FEET NORTH
 LG0865'OF THE CENTER OF A GRADED ROAD, 16.5 FEET WEST OF THE CENTER
 LG0865'OF A DRIVEWAY, AND 1.5 FEET WEST OF A STONE CONSTRUCTED PILLAR.
 LG0865'IT PROJECTS 1 INCH AND IS STAMPED WIEDEL 1947.
 LG0865'
 LG0865'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 LG0865'HOUSE SQUARE IN HEBRON, GO SOUTH 1 BLOCK, TURN RIGHT, WEST, AND
 LG0865'GO 0.3 MILE, TURN LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY NO. 81
 LG0865'FOR 3.3 MILES TO A T ROAD RIGHT, WEST, TURN RIGHT ON TO A GRADED
 LG0865'ROAD AND GO 1.55 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0865'
 LG0865'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 LG0865'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG0865'
 LG0865'A 74 FOOT SIGNAL AT CHESTER IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'A 74 FOOT SIGNAL AT KUHLMANN IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'A 64 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'A 4 FOOT SIGNAL AT DESHLER IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'AN 87 FOOT SIGNAL AT HEBRON IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 4 FEET.
 LG0865'
 LG0865'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0865
 LG0865                          STATION RECOVERY (1975)
 LG0865
 LG0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0865'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG0865'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 LG0865'SEARCHED FOR AND NOT FOUND.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 LG0865'WAS OBSTRUCTED BY TREE BRANCHES THIS DATE.  THE DISTANCE TO
 LG0865'REFERENCE MARK 1 CHECKED THE PREVIOUS DISTANCE, BUT THE
 LG0865'DIRECTION MISSED THE PREVIOUS DIRECTION 4 MINUTES AND 14 SECONDS.
 LG0865'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  A COMPLETE NEW
 LG0865'DESCRIPTION FOLLOWS--
 LG0865'
 LG0865'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF CHESTER, 3.5 MILES
 LG0865'SOUTH-SOUTHWEST OF HEBRON AND 0.75 MILE WEST OF US HIGHWAY 81, IN A
 LG0865'FIELD UNDER CULTIVATION OWNED BY MR. ROGER WIEDEL WHO LIVES ABOUT
 LG0865'0.1 MILE WEST OF THE STATION AND ON THE SOUTH SIDE OF THE ROAD.
 LG0865'
 LG0865'TO REACH THE STATION FROM THE COURTHOUSE IN HEBRON, GO WEST ON OLIVE
 LG0865'STREET FOR 0.2 MILE TO 1ST STREET.  TURN LEFT AND GO SOUTH ON 1ST
 LG0865'STREET FOR 0.5 MILE TO THE THAYER COUNTY HOSPITAL ON THE LEFT.
 LG0865'CONTINUE SOUTH FOR 0.85 MILE TO US HIGHWAY 136.  CONTINUE SOUTH
 LG0865'FOR 0.3 MILE TO US HIGHWAY 81.  BEAR RIGHT AND CONTINUE SOUTHERLY
 LG0865'ON HIGHWAY 81 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LG0865'WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 LG0865'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.55 MILE TO A GATE
 LG0865'AND THE STATION ON THE LEFT.
 LG0865'
 LG0865'THE STATION MARK IS A STANDARD DISK STAMPED WIEDEL 1947, SET IN THE
 LG0865'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 12 INCHES BELOW
 LG0865'THE GROUND SURFACE.  IT IS 44 FEET SOUTH OF THE CENTER OF THE
 LG0865'GRAVELED ROAD, 15 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 15
 LG0865'FEET SOUTHWEST OF THE WEST END GATE POST AND 12.5 FEET SOUTH OF A
 LG0865'METAL WITNESS POST IN FENCE LINE.
 LG0865'
 LG0865'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WIEDEL NO 1 1947, SET IN
 LG0865'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0865'GROUND SURFACE.  IT IS 67 FEET EAST OF THE EAST END GATE POST, 1
 LG0865'FOOT NORTH OF THE FENCELINE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LG0865'
 LG0865'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0865'WIEDEL 1947 NO 3 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0865'31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 20.5 FEET WEST OF
 LG0865'THE TELEPHONE POLE, 6 INCHES SOUTH OF THE FENCELINE AND 1 FOOT
 LG0865'EAST-SOUTHEAST OF A METAL WITNESS POST.
 LG0865'
 LG0865'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WIEDEL 1947, SET IN THE
 LG0865'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0865'GROUND, 1.5 FEET WEST OF STONE PILLAR AT WEST SIDE OF DRIVEWAY TO
 LG0865'HOUSE.
 LG0865'
 LG0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 LG0865'SSW OF HEBRON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1366 ***********************************************************************
 LH1366  DESIGNATION -  WIENAND
 LH1366  PID         -  LH1366
 LH1366  STATE/COUNTY-  NE/HARLAN
 LH1366  COUNTRY     -  US
 LH1366  USGS QUAD   -  ORLEANS (2017)
 LH1366
 LH1366                         *CURRENT SURVEY CONTROL
 LH1366  ______________________________________________________________________
 LH1366* NAD 83(1995) POSITION- 40 09 43.26646(N) 099 22 39.77025(W)   ADJUSTED
 LH1366* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 LH1366  ______________________________________________________________________
 LH1366  GEOID HEIGHT    -        -25.172 (meters)                     GEOID18
 LH1366  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 LH1366  HORZ ORDER      -  FIRST
 LH1366
 LH1366.The horizontal coordinates were established by classical geodetic methods
 LH1366.and adjusted by the National Geodetic Survey in August 1997.
 LH1366
 LH1366.The orthometric height was scaled from a topographic map.
 LH1366
 LH1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1366.GEOID18 height accuracy estimate available here.
 LH1366
 LH1366.Click photographs - Photos may exist for this station.
 LH1366
 LH1366.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1366
 LH1366. The following values were computed from the NAD 83(1995) position.
 LH1366
 LH1366;                    North         East     Units Scale Factor Converg.
 LH1366;SPC NE       -    36,686.274   553,009.470   MT  0.99993070   +0 24 44.6
 LH1366;SPC NE       -   120,361.55  1,814,331.90   sFT  0.99993070   +0 24 44.6
 LH1366;UTM  14      - 4,445,808.315   467,834.740   MT  0.99961274   -0 14 37.0
 LH1366
 LH1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1366!SPC NE       -   0.99990477  x   0.99993070  =   0.99983548
 LH1366!UTM  14      -   0.99990477  x   0.99961274  =   0.99951755
 LH1366
 LH1366:                Primary Azimuth Mark                     Grid Az
 LH1366:SPC NE       -  WIENAND AZ MK                            129 58 42.3
 LH1366:UTM  14      -  WIENAND AZ MK                            130 38 03.9
 LH1366
 LH1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6783445808(NAD 83)
 LH1366
 LH1366|---------------------------------------------------------------------|
 LH1366| PID    Reference Object                     Distance      Geod. Az  |
 LH1366|                                                           dddmmss.s |
 LH1366| CO2767 WIENAND RM 1                         30.571 METERS 08619     |
 LH1366| LH1355 REPUBLICAN CITY MUNICIPAL TANK      APPROX.14.7 KM 1162432.0 |
 LH1366| LH1351 HARLAN COUNTY DAM WATER TANK        APPROX.16.1 KM 1192329.8 |
 LH1366| LH1352 HARLAN CO DAM AEDG N RAD MAST       APPROX.16.3 KM 1202430.0 |
 LH1366| CO2766 WIENAND AZ MK                                      1302326.9 |
 LH1366| LH1361 ALMA MUNICIPAL TANK                 APPROX. 6.2 KM 1680017.3 |
 LH1366| LH1360 ALMA MUNICIPAL TANK                 APPROX. 7.4 KM 1680520.4 |
 LH1366| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX. 6.8 KM 2452958.7 |
 LH1366| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX. 7.2 KM 2455315.5 |
 LH1366| LH1019 STAMFORD MUNICIPAL TANK             APPROX.18.5 KM 2601936.1 |
 LH1366| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX. 8.8 KM 2661804.4 |
 LH1366| LH1015 OXFORD MUNICIPAL TANK               APPROX.24.0 KM 2950229.2 |
 LH1366| CO2768 WIENAND RM 2                         34.326 METERS 34840     |
 LH1366|---------------------------------------------------------------------|
 LH1366
 LH1366                          SUPERSEDED SURVEY CONTROL
 LH1366
 LH1366  NAD 83(1986)-  40 09 43.27112(N)    099 22 39.77115(W) AD(       ) 1
 LH1366  NAD 27      -  40 09 43.23400(N)    099 22 38.41400(W) AD(       ) 1
 LH1366
 LH1366.Superseded values are not recommended for survey control.
 LH1366
 LH1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1366.See file dsdata.pdf to determine how the superseded data were derived.
 LH1366
 LH1366_MARKER: DS = TRIANGULATION STATION DISK
 LH1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1366
 LH1366  HISTORY     - Date     Condition        Report By
 LH1366  HISTORY     - 1935     MONUMENTED       CGS
 LH1366  HISTORY     - 1951     GOOD             CGS
 LH1366
 LH1366                          STATION DESCRIPTION
 LH1366
 LH1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1366'THE STATION IS 5 MILES NORTH AND 0.75 MILE WEST OF ALMA,
 LH1366'NEBRASKA, ON TOP OF THE HIGHEST HILL IN THE VICINITY, NEAR
 LH1366'THE FARM OWNED AND OCCUPIED BY MR. A.M. WIENAND.  IT IS IN
 LH1366'THE SE 1/4 SW 1/4 OF SEC. 5, T. 2 N., R. 18 W.
 LH1366'
 LH1366'THE STATION MARK LIES 119 FEET SOUTH OF A WINDMILL AND PUMP,
 LH1366'103-1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LH1366'WIENAND FARMHOUSE, 130-1/2 FEET SOUTHWEST OF THE SOUTHEAST
 LH1366'CORNER OF THE HOUSE, 8 FEET SOUTH OF AN EAST-WEST FENCE
 LH1366'(NORTH ROAD RIGHT-OF-WAY FENCE), AND 29 FEET NORTH OF THE
 LH1366'CENTERLINE OF A GRADED SECTION-LINE ROAD WHICH RUNS WEST
 LH1366'FROM U.S. HIGHWAY 83.  IT PROJECTS 4 INCHES.
 LH1366'
 LH1366'REFERENCE MARK NO. 1 LIES EAST OF THE STATION, 99
 LH1366'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE WIENAND FARMHOUSE,
 LH1366'93 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 2 FEET SOUTH
 LH1366'OF THE NORTH ROAD RIGHT-OF-WAY FENCE, AND 33 FEET NORTH OF THE
 LH1366'CENTERLINE OF THE EAST-WEST GRADED SECTION-LINE ROAD.  IT
 LH1366'PROJECTS 6 INCHES.
 LH1366'
 LH1366'THE AZIMUTH MARK LIES SOUTHEAST OF THE STATION,
 LH1366'3.6 FEET NORTHWEST OF A LONE SOUTHEAST FENCE CORNER, AND
 LH1366'1/4 MILE SOUTH OF THE CENTERLINE OF THE GRADED
 LH1366'SECTION-LINE ROAD MENTIONED IN THE STATION MARK DESCRIPTION.
 LH1366'IT PROJECTS 6 INCHES.
 LH1366'
 LH1366'THE STATION MAY BE REACHED FROM THE MAIN CORNER (STANDARD OIL
 LH1366'SERVICE STATION IN THE SOUTHWEST ANGLE) IN ALMA, NEBRASKA BY
 LH1366'DRIVING 2.7 MILES NORTH ON U.S. HIGHWAY 83 TO THE JUNCTION OF
 LH1366'U.S. HIGHWAY 83 AND STATE HIGHWAY 89 (ROUTE 89 TURNS LEFT OR
 LH1366'WEST AT THIS POINT).  CONTINUE NORTH ON HIGHWAY 83 FOR 2.0
 LH1366'MILES TO A POINT WHERE A GRADED SECTION-LINE ROAD COMES
 LH1366'INTO THE HIGHWAY FROM THE WEST, TURN LEFT (WEST) ON TO THE
 LH1366'GRADED ROAD AND DRIVE 0.5 MILE TO THE TOP OF THE GRADE AND
 LH1366'THE STATION (WIENAND FARMHOUSE ON THE NORTH SIDE OF THE ROAD
 LH1366'AT THIS POINT).
 LH1366'
 LH1366'NOTE- THE AZIMUTH MARK IS LOCATED DUE SOUTH OF A LONE NORTHEAST
 LH1366'FENCE CORNER, 0.3 MILE WEST OF HIGHWAY 83 ENROUTE TO THE STATION.
 LH1366'
 LH1366'A 20-FOOT TOWER CLEARS ALL LINES FROM THIS STATION.
 LH1366'
 LH1366'ELEVATION 2160 FEET.
 LH1366'
 LH1366'OFFICE NOTE- ONE OF THE DISTANCES MUST BE WRONG IN BOX SCORE,
 LH1366'OR THE DIRECTION IS.
 LH1366
 LH1366                          STATION RECOVERY (1951)
 LH1366
 LH1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1366'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1366'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. THE
 LH1366'STATION WAS LOWERED FLUSH WITH THE GROUND AT THE REQUEST OF THE
 LH1366'OWNER AND A DISCREPANCY WAS FOUND IN THE DISTANCE OF REFERENCE
 LH1366'MARK NO. 2.
 LH1366'
 LH1366'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1366'
 LH1366'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF ALMA, ON
 LH1366'THE NORTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD AND AT THE
 LH1366'SOUTH EDGE OF A FARM YARD.  IT IS 61.0 FEET EAST OF A TELEPHONE
 LH1366'POLE, 42.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 LH1366'40.0 FEET EAST OF THE CENTER OF A FARM LANE AND 8.0 FEET
 LH1366'SOUTH OF AN EAST-WEST FENCE LINE AND A WITNESS POST.  IT IS
 LH1366'SET FLUSH AND STAMPED WIENAND 1935 1951.
 LH1366'
 LH1366'REFERENCE MARK NO. 1 IS 88.0 FEET SOUTH OF THE SOUTHEAST CORNER
 LH1366'OF A HOUSE, 47.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1366'GRAVELED ROAD, 11.0 FEET NORTH OF A TELEPHONE POLE AND 2.0 FEET
 LH1366'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND STAMPED
 LH1366'WIENAND NO 1 1935.
 LH1366'
 LH1366'REFERENCE MARK NO. 2 IS 71.0 FEET WEST OF THE NORTHWEST CORNER OF
 LH1366'A HOUSE, 18.0 FEET WEST OF THE SOUTHWEST CORNER OF A WINDMILL
 LH1366'AND IN THE NORTHWEST CORNER OF A FENCED IN GARDEN.  IT PROJECTS
 LH1366'3 INCHES AND IS STAMPED WIENAND NO 2 1935.
 LH1366'
 LH1366'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF AN EAST-WEST GRAVELED
 LH1366'ROAD AND IN A CULTIVATED FIELD.  IT IS A STANDARD REFERENCE
 LH1366'MARK DISK STAMPED WIENAND 1935 AZIMUTH AND PROJECTS 10 INCHES.
 LH1366'
 LH1366'TO REACH THE STATION FROM THE DEPOT AT THE NORTH EDGE OF ALMA,
 LH1366'GO NORTH ON U.S. HIGHWAYS 183 AND 383 FOR 3.7 MILES TO A
 LH1366'CROSSROAD.  TURN LEFT, WEST, ON A GRAVELED ROAD FOR 0.3 MILE
 LH1366'TO A WIRE GATE ON THE LEFT.  (TURN LEFT, SOUTH, THROUGH WIRE
 LH1366'GATE AND GO SOUTH THROUGH CULTIVATED FIELD FOR 0.25 MILE TO
 LH1366'THE AZIMUTH MARK AS DESCRIBED.) FROM WIRE GATE CONTINUE WEST
 LH1366'FOR 0.25 MILE TO A FARM YARD ON THE RIGHT AND THE STATION AS
 LH1366'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0454 ***********************************************************************
 MN0454  DESIGNATION -  WIER
 MN0454  PID         -  MN0454
 MN0454  STATE/COUNTY-  NE/CHEYENNE
 MN0454  COUNTRY     -  US
 MN0454  USGS QUAD   -  LISCO NW (2017)
 MN0454
 MN0454                         *CURRENT SURVEY CONTROL
 MN0454  ______________________________________________________________________
 MN0454* NAD 83(1995) POSITION- 41 25 03.33126(N) 102 43 42.47754(W)   ADJUSTED
 MN0454* NAVD 88 ORTHO HEIGHT -  1251.    (meters)     4104.    (feet) SCALED
 MN0454  ______________________________________________________________________
 MN0454  GEOID HEIGHT    -        -19.882 (meters)                     GEOID18
 MN0454  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 MN0454  HORZ ORDER      -  FIRST
 MN0454
 MN0454.The horizontal coordinates were established by classical geodetic methods
 MN0454.and adjusted by the National Geodetic Survey in August 1997.
 MN0454
 MN0454.The orthometric height was scaled from a topographic map.
 MN0454
 MN0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0454.GEOID18 height accuracy estimate available here.
 MN0454
 MN0454.Click photographs - Photos may exist for this station.
 MN0454
 MN0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0454
 MN0454. The following values were computed from the NAD 83(1995) position.
 MN0454
 MN0454;                    North         East     Units Scale Factor Converg.
 MN0454;SPC NE       -   179,490.473   272,010.432   MT  0.99965978   -1 48 29.3
 MN0454;SPC NE       -   588,878.33    892,420.89   sFT  0.99965978   -1 48 29.3
 MN0454;UTM  13      - 4,587,605.553   689,834.964   MT  1.00004351   +1 30 11.4
 MN0454
 MN0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0454!SPC NE       -   0.99980700  x   0.99965978  =   0.99946684
 MN0454!UTM  13      -   0.99980700  x   1.00004351  =   0.99985050
 MN0454
 MN0454:                Primary Azimuth Mark                     Grid Az
 MN0454:SPC NE       -  WIER RM 2 AZIMUTH                        098 19 18.1
 MN0454:UTM  13      -  WIER RM 2 AZIMUTH                        095 00 37.4
 MN0454
 MN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8983487605(NAD 83)
 MN0454
 MN0454|---------------------------------------------------------------------|
 MN0454| PID    Reference Object                     Distance      Geod. Az  |
 MN0454|                                                           dddmmss.s |
 MN0454| CP9359 WIER RM 1                            24.786 METERS 03038     |
 MN0454| CP9362 WIER RM 4                            23.557 METERS 03814     |
 MN0454| CP9360 WIER RM 2 AZIMUTH                                  0963048.8 |
 MN0454| CP9363 WIER RM 5                            49.210 METERS 19605     |
 MN0454| CP9361 WIER RM 3                            24.820 METERS 26504     |
 MN0454| MN0502 DALTON MUNICIPAL TANK               APPROX.20.5 KM 2670154.1 |
 MN0454|---------------------------------------------------------------------|
 MN0454
 MN0454                          SUPERSEDED SURVEY CONTROL
 MN0454
 MN0454  NAD 83(1993)-  41 25 03.33103(N)    102 43 42.47805(W) AD(       ) 1
 MN0454  NAD 83(1986)-  41 25 03.32646(N)    102 43 42.48058(W) AD(       ) 1
 MN0454  NAD 27      -  41 25 03.39700(N)    102 43 40.76000(W) AD(       ) 1
 MN0454
 MN0454.Superseded values are not recommended for survey control.
 MN0454
 MN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0454.See file dsdata.pdf to determine how the superseded data were derived.
 MN0454
 MN0454_MARKER: DS = TRIANGULATION STATION DISK
 MN0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0454_STAMPING: WIER 1933
 MN0454_MARK LOGO: CGS
 MN0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0454+STABILITY: SURFACE MOTION
 MN0454
 MN0454  HISTORY     - Date     Condition        Report By
 MN0454  HISTORY     - 1933     MONUMENTED       CGS
 MN0454  HISTORY     - 1963     GOOD             CGS
 MN0454
 MN0454                          STATION DESCRIPTION
 MN0454
 MN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0454'ABOUT 13 MILES EAST OF DALTON AND 8 MILES SOUTHWEST OF LISCO IN
 MN0454'NORTHWEST QUARTER SEC. 27, T. 17 N., R. 47 W., ON A SMALL KNOLL
 MN0454'IN PASTURE.
 MN0454'
 MN0454'REACHED FROM DALTON VIA GRAVELED ROAD EAST 13.0 MILES TO BROAD
 MN0454'LANE LEADING NORTH TO FARM, 0.15 MILE.  CONTINUE NORTH ON TRAIL
 MN0454'WHICH BEARS EASTERLY OVER HILL 0.6 MILE TO AUTO GATE IN EAST-WEST
 MN0454'FENCE.  STATION IS ON SUMMIT OF KNOLL 100 YARDS NORTHWEST OF THIS
 MN0454'GATE, ON HIGHEST GROUND IN VICINITY AND ABOUT 40 YARDS NORTH OF
 MN0454'HALF SECTION-LINE FENCE.  TRUCK TO STATION.
 MN0454'
 MN0454'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION ON SLOPE OF KNOLL.
 MN0454'
 MN0454'REFERENCE MARK NO. 2, AZIMUTH MARK, IS EAST OF STATION IN HALF
 MN0454'SECTION-LINE FENCE.
 MN0454'
 MN0454'REFERENCE MARK NO. 3 IS WEST OF STATION ON SLOPE OF KNOLL.
 MN0454'
 MN0454'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MN0454
 MN0454                          STATION RECOVERY (1963)
 MN0454
 MN0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0454'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED UNDISTURBED
 MN0454'AND IN GOOD CONDITION EXCEPT FOR FROST CRACKS.  REFERENCE
 MN0454'MARKS 1 AND 3 WERE FOUND WITHOUT DISKS AND ONLY STEMS REMAIN.
 MN0454'TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 MN0454'FOLLOWS--
 MN0454'
 MN0454'THE STATION IS LOCATED 14-1/2 MILES SOUTH-SOUTHEAST OF BRIDGEPORT,
 MN0454'13 MILES EAST OF DALTON AND 8 MILES SOUTHWEST OF LISCO.
 MN0454'IT IS ON A LOCALLY PROMINENT KNOLL IN PASTURE LAND ON THE SOUTH
 MN0454'SIDE OF THE NORTH PLATTE RIVER VALLEY.  THE LAND IS OWNED
 MN0454'AT PRESENT BY WILLARD FRERICHS.
 MN0454'
 MN0454'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, GO WEST
 MN0454'ON THE MAIN STREET 0.5 MILE TO A DEAD END AT A CROSSROAD.
 MN0454'TURN LEFT AND GO NORTH 0.15 MILE TO A CROSSROAD.  TURN RIGHT
 MN0454'AND GO EAST 12.1 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 MN0454'0.15 MILE TO A FARM DRIVEWAY ON THE LEFT.  CONTINUE NORTHEAST
 MN0454'0.55 MILE TO A GATE AND CATTLE GUARD.  PASS THROUGH GATE AND GO
 MN0454'NORTHEAST 100 YARDS TO TOP OF KNOLL AND STATION ON LEFT.
 MN0454'
 MN0454'THE STATION MARK IS A STANDARD DISK STAMPED WIER 1933 SET IN THE
 MN0454'TOP OF A 14-INCH, SQUARE, CONCRETE MONUMENT PROJECTING 4
 MN0454'INCHES ABOVE GROUND.  IT IS 15 FEET WEST OF THE CENTER OF A
 MN0454'BLADED ROAD ON A CURVE ON TOP OF THE KNOLL.
 MN0454'
 MN0454'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED WIER NO
 MN0454'4 1933 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0454'5 INCHES ABOVE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION,
 MN0454'AND 20-1/2 FEET EAST OF THE CENTER OF THE BLADED ROAD.
 MN0454'
 MN0454'REFERENCE MARK NUMBER 5 IS A STANDARD DISK STAMPED WIER NO 5
 MN0454'1933 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0454'2 INCHES ABOVE GROUND.  IT IS 26 FEET EAST OF THE CENTER OF THE
 MN0454'CATTLE GUARD, 13 FEET EAST OF THE CENTER OF THE GRADED ROAD AND
 MN0454'GATE, AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 MN0454'ABOUT 6 FEET LOWER THAN THE STATION MARK.
 MN0454'
 MN0454'REFERENCE MARK NUMBER TWO (AZIMUTH MARK) IS A STANDARD REFERENCE
 MN0454'DISK STAMPED WIER NO 2 1933 SET IN THE TOP OF A 14-INCH,
 MN0454'SQUARE, CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND.
 MN0454'IT IS 500 FEET EAST OF A FENCE CORNER IN A PASTURE.
 MN0454'
 MN0454'TO REACH THE MARK FROM THE GATE AND CATTLE GUARD MENTIONED
 MN0454'ABOVE, GO EAST ALONG THE NORTH SIDE OF THE FENCE 0.2 MILE TO END
 MN0454'OF FENCE AT A CORNER.  CONTINUE EAST IN FIELD 0.1 MILE TO MARK
 MN0454'IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1098 ***********************************************************************
 LG1098  DESIGNATION -  WILBER
 LG1098  PID         -  LG1098
 LG1098  STATE/COUNTY-  NE/SALINE
 LG1098  COUNTRY     -  US
 LG1098  USGS QUAD   -  WILBER (2017)
 LG1098
 LG1098                         *CURRENT SURVEY CONTROL
 LG1098  ______________________________________________________________________
 LG1098* NAD 83(1995) POSITION- 40 25 26.58119(N) 096 57 37.51381(W)   ADJUSTED
 LG1098* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 LG1098  ______________________________________________________________________
 LG1098  GEOID HEIGHT    -        -26.638 (meters)                     GEOID18
 LG1098  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 LG1098  HORZ ORDER      -  THIRD
 LG1098
 LG1098.The horizontal coordinates were established by classical geodetic methods
 LG1098.and adjusted by the National Geodetic Survey in August 1997.
 LG1098
 LG1098.The orthometric height was scaled from a topographic map.
 LG1098
 LG1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1098.GEOID18 height accuracy estimate available here.
 LG1098
 LG1098.Click photographs - Photos may exist for this station.
 LG1098
 LG1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1098
 LG1098. The following values were computed from the NAD 83(1995) position.
 LG1098
 LG1098;                    North         East     Units Scale Factor Converg.
 LG1098;SPC NE       -    70,121.213   757,853.056   MT  0.99983515   +2 00 51.6
 LG1098;SPC NE       -   230,056.01  2,486,389.57   sFT  0.99983515   +2 00 51.6
 LG1098;UTM  14      - 4,476,821.757   673,022.072   MT  0.99996851   +1 19 22.3
 LG1098
 LG1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1098!SPC NE       -   0.99993906  x   0.99983515  =   0.99977422
 LG1098!UTM  14      -   0.99993906  x   0.99996851  =   0.99990757
 LG1098
 LG1098:                Primary Azimuth Mark                     Grid Az
 LG1098:SPC NE       -  WILBER AZ MK 3                           183 15 31.1
 LG1098:UTM  14      -  WILBER AZ MK 3                           183 57 00.4
 LG1098
 LG1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7302276821(NAD 83)
 LG1098
 LG1098|---------------------------------------------------------------------|
 LG1098| PID    Reference Object                     Distance      Geod. Az  |
 LG1098|                                                           dddmmss.s |
 LG1098| CL7867 WILBER RM 1                          27.734 METERS 04025     |
 LG1098| LG1097 DEWITT MUNICIPAL TANK               APPROX. 4.2 KM 1354752.9 |
 LG1098| CL7866 WILBER AZ MK 3                                     1851622.7 |
 LG1098| CL7864 WILBER AZ MK                                       1862224.1 |
 LG1098| CL7865 WILBER AZ MK 2                                     1862823.7 |
 LG1098| CL7868 WILBER RM 2                          21.606 METERS 31640     |
 LG1098|---------------------------------------------------------------------|
 LG1098
 LG1098                          SUPERSEDED SURVEY CONTROL
 LG1098
 LG1098  NAD 83(1986)-  40 25 26.58866(N)    096 57 37.51233(W) AD(       ) 3
 LG1098  NAD 27      -  40 25 26.57500(N)    096 57 36.40700(W) AD(       ) 3
 LG1098
 LG1098.Superseded values are not recommended for survey control.
 LG1098
 LG1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1098.See file dsdata.pdf to determine how the superseded data were derived.
 LG1098
 LG1098_MARKER: DS = TRIANGULATION STATION DISK
 LG1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1098_STAMPING: WILBER 1947
 LG1098_MARK LOGO: CGS
 LG1098_PROJECTION: FLUSH
 LG1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1098+STABILITY: SURFACE MOTION
 LG1098
 LG1098  HISTORY     - Date     Condition        Report By
 LG1098  HISTORY     - 1947     MONUMENTED       CGS
 LG1098  HISTORY     - 1953     GOOD             CGS
 LG1098  HISTORY     - 1969     GOOD             CGS
 LG1098
 LG1098                          STATION DESCRIPTION
 LG1098
 LG1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1098'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF WILBER,
 LG1098'ON LAND OWNED AND OCCUPIED BY MR. HENRY HOBELMAN.  IT IS
 LG1098'ABOUT 90 FEET SOUTH OF THE HOBELMAN FARM HOUSE, 92 FEET SOUTHWEST
 LG1098'OF A SMALL STONE PUMP HOUSE, 20 FEET EAST OF THE EAST END
 LG1098'OF A ROW OF FRUIT TREES, 36 FEET SOUTH OF THE CENTER OF
 LG1098'THE DRIVEWAY, 16 FEET NORTH OF EAST-WEST FENCE LINE AND 35
 LG1098'FEET WEST OF FENCE CORNER.  IT IS STAMPED WILBER 1947 AND
 LG1098'SET FLUSH WITH THE GROUND SURFACE.
 LG1098'
 LG1098'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 55 FEET
 LG1098'EAST-NORTHEAST OF THE SOUTHEAST FENCE CORNER AROUND HOUSE,
 LG1098'18 FEET SOUTH-SOUTHEAST OF WINDMILL AND 5 FEET SOUTH OF
 LG1098'SOUTHEAST CORNER OF SMALL STONE PUMP HOUSE.  IT IS STAMPED
 LG1098'WILBER NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1098'
 LG1098'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 60 FEET WEST
 LG1098'OF SOUTHEAST FENCE CORNER, 20 FEET NORTH OF THE CENTER OF
 LG1098'THE DRIVEWAY AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT
 LG1098'IS STAMPED WILBER NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1098'
 LG1098'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION,
 LG1098'33 FEET WEST OF THE CENTER OF STATE ROUTE 82 UNDER FENCE LINE AND
 LG1098'1 FOOT NORTH OF TELEPHONE POLE.  IT IS STAMPED WILBER 1947
 LG1098'AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO SOUTH
 LG1098'ON STATE ROUTE 82 FOR 0.3 MILE TO THE MARK IN FENCE LINE
 LG1098'AS DESCRIBED.
 LG1098'
 LG1098'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER,
 LG1098'GO SOUTH ON STATE ROUTE NO 82 FOR 4.0 MILES TO THE HOBELMAN
 LG1098'FARM HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 LG1098'
 LG1098'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE AT 37 FEET.
 LG1098'
 LG1098'A 74 FOOT SIGNAL AT STATION PLUMMER IS VISIBLE AT 37 FEET.
 LG1098'
 LG1098'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1098
 LG1098                          STATION RECOVERY (1953)
 LG1098
 LG1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG1098'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1098'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY
 LG1098'THE AZIMUTH MARK.  A NEW AZIMUTH MARK WAS SET AS REQUESTED
 LG1098'BY MR. D.K. SIECKMANN, PROJECT ENGINEER, DEPT. OF ROADS
 LG1098'AND IRRIGATION, LINCOLN, NEBRASKA.  A COMPLETE NEW DESCRIPTION
 LG1098'FOLLOWS.
 LG1098'
 LG1098'STATION IS LOCATED ABOUT 4 MILES OF WILBER ON LAND OWNED AND
 LG1098'AND OCCUPIED BY MR. HENRY HOBELMAN, 90 FEET SOUTH OF HIS FARMHOUSE,
 LG1098'92 FEET SOUTHWEST OF A SMALL STONE PUMP HOUSE, 20 FEET EAST OF
 LG1098'THE EAST END OF THE SOUTH ROW OF TWO ROWS OF FRUIT TREES, 36
 LG1098'FEET SOUTH OF THE CENTER OF DRIVEWAY, 35 FEET WEST-NORTHWEST OF
 LG1098'A FENCE CORNER, AND 16 FEET NORTH OF AN EAST-WEST FENCE.  THE
 LG1098'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG1098'STAMPED WILBER 1947.
 LG1098'
 LG1098'REFERENCE MARK NO. 1 IS 55 FEET EAST-NORTHEAST OF THE SOUTHEAST
 LG1098'FENCE CORNER AROUND HOUSE AND 5 FEET SOUTH OF THE SOUTHEAST
 LG1098'CORNER OF SMALL STONE PUMP HOUSE.  THE MARK IS FLUSH WITH
 LG1098'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WILBER
 LG1098'NO 1 1947.
 LG1098'
 LG1098'REFERENCE MARK NO. 2 IS 60 FEET WEST OF SOUTHEAST FENCE CORNER
 LG1098'AROUND HOUSE, 20 FEET NORTH OF THE CENTER OF DRIVEWAY, AND
 LG1098'1 FOOT SOUTH OF FENCE AROUND HOUSE.  THE MARK IS FLUSH WITH
 LG1098'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WILBER
 LG1098'NO 2 1947.
 LG1098'
 LG1098'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 92 FEET WEST
 LG1098'OF THE CENTER OF STATE HIGHWAY 82, 52 FEET WEST OF THE RIGHT-OF-WAY
 LG1098'FENCE, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LG1098'4 INCHES AND THE DISK IS STAMPED WILBER 1947 RESET 1953.
 LG1098'
 LG1098'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER,
 LG1098'GO SOUTH ON STATE HIGHWAY 82 FOR 4.0 MILES TO THE HOBELMAN
 LG1098'FARMHOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 LG1098'
 LG1098'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 LG1098'STATE HIGHWAY 82 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LG1098'RIGHT.
 LG1098'
 LG1098'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE DESCRIBED.
 LG1098'
 LG1098'NOTE- THIS ANGLE FAILS TO CHECK THE OLD ANGLE BETWEEN
 LG1098'THE OLD AZIMUTH MARK AND THE DEWITT, MUNICIPAL WATER TANK
 LG1098'BY 14.1 SECONDS.  THE ANGLE LISTED BELOW WAS TAKEN AS A
 LG1098'CHECK ANGLE.
 LG1098
 LG1098                          STATION RECOVERY (1969)
 LG1098
 LG1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1098'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LG1098'NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 LG1098'GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 IS 3 FEET SOUTH
 LG1098'OF THE STONE PUMP HOUSE INSTEAD OF 5 FEET.  THE AZIMUTH
 LG1098'MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 LG1098'FROM OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 LG1098'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 CHECKED
 LG1098'BUT THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY
 LG1098'0.06 FEET AND THE DIRECTION FAILED TO CHECK BY 2 MINUTES 44
 LG1098'SECONDS.
 LG1098'
 LG1098'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LG1098'
 LG1098'A NEW AZIMUTH MARK WAS SET.
 LG1098'
 LG1098'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE RESET
 LG1098'AZIMUTH MARK.
 LG1098'
 LG1098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LG1098'41 AND 103 IN WILBER, GO SOUTH ON STATE HIGHWAY 103
 LG1098'FOR 4.05 MILES TO A HOUSE AND THE STATION ON THE LEFT.
 LG1098'(CONTINUE SOUTH ON STATE HIGHWAY 103 FOR 0.4 MILE TO A SIDE ROAD
 LG1098'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.)
 LG1098'
 LG1098'AZIMUTH MARK, A STANDARD DISK STAMPED WILBER 1947 1969, IS
 LG1098'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LG1098'INCHES.  IT IS 50 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LG1098'103, 3.5 FEET SOUTH OF A BRACE POST AT THE SOUTH SIDE OF
 LG1098'A FIELD APPROACH, 1 FOOT EAST OF A FENCE, AND 1 FOOT NORTH
 LG1098'OF A METAL WITNESS POST.
 LG1098'
 LG1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT FOUR MILES
 LG1098'SOUTH OF WILBER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1096 ***********************************************************************
 LG1096  DESIGNATION -  WILBER MUN POWER PLANT STACK
 LG1096  PID         -  LG1096
 LG1096  STATE/COUNTY-  NE/SALINE
 LG1096  COUNTRY     -  US
 LG1096  USGS QUAD   -  WILBER (2017)
 LG1096
 LG1096                         *CURRENT SURVEY CONTROL
 LG1096  ______________________________________________________________________
 LG1096* NAD 83(1995) POSITION- 40 28 48.90515(N) 096 57 37.39581(W)   ADJUSTED
 LG1096  ______________________________________________________________________
 LG1096  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 LG1096  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 LG1096  HORZ ORDER      -  THIRD
 LG1096
 LG1096.The horizontal coordinates were established by classical geodetic methods
 LG1096.and adjusted by the National Geodetic Survey in August 1997.
 LG1096
 LG1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1096.GEOID18 height accuracy estimate available here.
 LG1096
 LG1096.Click photographs - Photos may exist for this station.
 LG1096
 LG1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1096
 LG1096. The following values were computed from the NAD 83(1995) position.
 LG1096
 LG1096;                    North         East     Units Scale Factor Converg.
 LG1096;SPC NE       -    76,357.127   757,636.513   MT  0.99981733   +2 00 51.6
 LG1096;SPC NE       -   250,515.01  2,485,679.13   sFT  0.99981733   +2 00 51.6
 LG1096;UTM  14      - 4,483,060.715   672,880.695   MT  0.99996791   +1 19 27.9
 LG1096
 LG1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7288083060(NAD 83)
 LG1096
 LG1096                          SUPERSEDED SURVEY CONTROL
 LG1096
 LG1096  NAD 83(1986)-  40 28 48.91291(N)    096 57 37.39460(W) AD(       ) 3
 LG1096  NAD 27      -  40 28 48.89900(N)    096 57 36.29000(W) AD(       ) 3
 LG1096
 LG1096.Superseded values are not recommended for survey control.
 LG1096
 LG1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1096.See file dsdata.pdf to determine how the superseded data were derived.
 LG1096
 LG1096_MARKER: 63 = STACK
 LG1096
 LG1096  HISTORY     - Date     Condition        Report By
 LG1096  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1096  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 LG1096
 LG1096                          STATION DESCRIPTION
 LG1096
 LG1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1096'THE STACK IS LOCATED AT THE SOUTHEAST EDGE OF TOWN NEAR THE
 LG1096'DEPOT.  IT IS CONCRETE STACK ABOUT 125 FEET HIGH AND ABOUT
 LG1096'12 FEET IN DIAMETER.  IT IS ABOUT 150 FEET SOUTH-SOUTHWEST
 LG1096'OF THE DEPOT, 60 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1096'STREET AND 65 FEET EAST OF THE CENTER OF STATE HIGHWAY 81.
 LG1096'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
 LG1096
 LG1096                          STATION RECOVERY (2004)
 LG1096
 LG1096'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1096'STATION NOT FOUND. SITE LOCATED. THE POWER PLANT BUILDING IS STILL
 LG1096'THERE, BUT THE STACK IS NO LONGER THERE. THE DEPOT HAS BEEN
 LG1096'DEMOLISHED. THE EAST-WEST STREET IS NOW STATE ROAD 4 AND STATE HIGHWAY
 LG1096'81 IS NOW STATE ROAD 103.  THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1102 ***********************************************************************
 LG1102  DESIGNATION -  WILBER MUNICIPAL TANK
 LG1102  PID         -  LG1102
 LG1102  STATE/COUNTY-  NE/SALINE
 LG1102  COUNTRY     -  US
 LG1102  USGS QUAD   -  WILBER (2017)
 LG1102
 LG1102                         *CURRENT SURVEY CONTROL
 LG1102  ______________________________________________________________________
 LG1102* NAD 83(1995) POSITION- 40 29 05.50240(N) 096 58 13.23377(W)   ADJUSTED
 LG1102  ______________________________________________________________________
 LG1102  GEOID HEIGHT    -        -26.540 (meters)                     GEOID18
 LG1102  LAPLACE CORR    -          4.17  (seconds)                    DEFLEC18
 LG1102  HORZ ORDER      -  THIRD
 LG1102
 LG1102.The horizontal coordinates were established by classical geodetic methods
 LG1102.and adjusted by the National Geodetic Survey in August 1997.
 LG1102
 LG1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1102.GEOID18 height accuracy estimate available here.
 LG1102
 LG1102.Click photographs - Photos may exist for this station.
 LG1102
 LG1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1102
 LG1102. The following values were computed from the NAD 83(1995) position.
 LG1102
 LG1102;                    North         East     Units Scale Factor Converg.
 LG1102;SPC NE       -    76,839.054   756,775.145   MT  0.99981591   +2 00 27.9
 LG1102;SPC NE       -   252,096.13  2,482,853.12   sFT  0.99981591   +2 00 27.9
 LG1102;UTM  14      - 4,483,553.051   672,025.063   MT  0.99996427   +1 19 05.1
 LG1102
 LG1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7202583553(NAD 83)
 LG1102
 LG1102                          SUPERSEDED SURVEY CONTROL
 LG1102
 LG1102  NAD 83(1986)-  40 29 05.50972(N)    096 58 13.23238(W) AD(       ) 3
 LG1102  NAD 27      -  40 29 05.49800(N)    096 58 12.13600(W) AD(       ) 3
 LG1102
 LG1102.Superseded values are not recommended for survey control.
 LG1102
 LG1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1102.See file dsdata.pdf to determine how the superseded data were derived.
 LG1102
 LG1102_MARKER: 53 = ELEVATED TANK
 LG1102_MARK LOGO: CGS
 LG1102
 LG1102  HISTORY     - Date     Condition        Report By
 LG1102  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1102  HISTORY     - 1947     GOOD             CGS
 LG1102  HISTORY     - 19820610 GOOD             NGS
 LG1102  HISTORY     - 20040531 GOOD             USPSQD
 LG1102
 LG1102                          STATION DESCRIPTION
 LG1102
 LG1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1102'THE TANK IS LOCATED AT THE NORTHWEST EDGE OF TOWN.  IT IS A SIX
 LG1102'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS ABOUT
 LG1102'115 FEET HIGH.  IT IS SILVER IN COLOR AND HAS THE LETTERS WILBER
 LG1102'IN BLACK LETTERS ON THE EAST SIDE.  THE POINT OBSERVED UPON WAS
 LG1102'THE BALL AT THE APEX OF THE ROOF.
 LG1102
 LG1102                          STATION RECOVERY (1947)
 LG1102
 LG1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1102'RECOVERED IN GOOD CONDITION.
 LG1102
 LG1102                          STATION RECOVERY (1982)
 LG1102
 LG1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1102'RECOVERED IN GOOD CONDITION.
 LG1102
 LG1102                          STATION RECOVERY (2004)
 LG1102
 LG1102'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1102'STATION FOUND GOOD. TANK IS WEST OF N. SHIMERDA ST. AND SOUTH OF W.
 LG1102'ASH ST. IN THE SOUTHWEST CORNER OF THE INTERSECTION.  TANK IS WHITE
 LG1102'WITH GREEN LETTERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1345 ***********************************************************************
 LH1345  DESIGNATION -  WILCOX MUNICIPAL STANDPIPE
 LH1345  PID         -  LH1345
 LH1345  STATE/COUNTY-  NE/KEARNEY
 LH1345  COUNTRY     -  US
 LH1345  USGS QUAD   -  WILCOX (2017)
 LH1345
 LH1345                         *CURRENT SURVEY CONTROL
 LH1345  ______________________________________________________________________
 LH1345* NAD 83(1995) POSITION- 40 21 55.63601(N) 099 10 14.58422(W)   ADJUSTED
 LH1345  ______________________________________________________________________
 LH1345  GEOID HEIGHT    -        -25.270 (meters)                     GEOID18
 LH1345  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 LH1345  HORZ ORDER      -  THIRD
 LH1345
 LH1345.The horizontal coordinates were established by classical geodetic methods
 LH1345.and adjusted by the National Geodetic Survey in August 1997.
 LH1345
 LH1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1345.GEOID18 height accuracy estimate available here.
 LH1345
 LH1345.Click photographs - Photos may exist for this station.
 LH1345
 LH1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1345
 LH1345. The following values were computed from the NAD 83(1995) position.
 LH1345
 LH1345;                    North         East     Units Scale Factor Converg.
 LH1345;SPC NE       -    59,420.281   570,425.328   MT  0.99985474   +0 32 58.4
 LH1345;SPC NE       -   194,948.04  1,871,470.43   sFT  0.99985474   +0 32 58.4
 LH1345;UTM  14      - 4,468,334.357   485,505.556   MT  0.99960259   -0 06 38.0
 LH1345
 LH1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8550568334(NAD 83)
 LH1345
 LH1345                          SUPERSEDED SURVEY CONTROL
 LH1345
 LH1345  NAD 83(1986)-  40 21 55.64090(N)    099 10 14.58462(W) AD(       ) 3
 LH1345  NAD 27      -  40 21 55.59400(N)    099 10 13.25900(W) AD(       ) 3
 LH1345
 LH1345.Superseded values are not recommended for survey control.
 LH1345
 LH1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1345.See file dsdata.pdf to determine how the superseded data were derived.
 LH1345
 LH1345_MARKER: 52 = STANDPIPE TANK
 LH1345
 LH1345  HISTORY     - Date     Condition        Report By
 LH1345  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1345
 LH1345                          STATION DESCRIPTION
 LH1345
 LH1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1345'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF WILCOX AND AT
 LH1345'THE SOUTHEAST CORNER OF THE CITY PARK.  IT IS 220.0 FEET SOUTH OF
 LH1345'THE CENTER OF AN EAST-WEST STREET, 165.0 FEET EAST OF THE
 LH1345'CENTER OF A NORTH-SOUTH STREET AND 30.0 FEET WEST OF THE CENTER
 LH1345'OF A NORTH-SOUTH ALLEY.  IT IS CYLINDRICAL STEEL STRUCTURE
 LH1345'WITH A CONICAL SHAPED ROOF AND A BALL AT THE APEX.  IT IS
 LH1345'10.0 FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF ABOUT
 LH1345'120.0 FEET.
 LH1345'
 LH1345'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0643 ***********************************************************************
 MN0643  DESIGNATION -  WILDCAT
 MN0643  PID         -  MN0643
 MN0643  STATE/COUNTY-  NE/BANNER
 MN0643  COUNTRY     -  US
 MN0643  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 MN0643
 MN0643                         *CURRENT SURVEY CONTROL
 MN0643  ______________________________________________________________________
 MN0643* NAD 83(1995) POSITION- 41 39 30.34073(N) 103 42 55.46279(W)   ADJUSTED
 MN0643* NAVD 88 ORTHO HEIGHT -  1535.8   (meters)     5039.    (feet) VERTCON
 MN0643  ______________________________________________________________________
 MN0643  GEOID HEIGHT    -        -18.998 (meters)                     GEOID18
 MN0643  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 MN0643  HORZ ORDER      -  FIRST
 MN0643
 MN0643.The horizontal coordinates were established by classical geodetic methods
 MN0643.and adjusted by the National Geodetic Survey in August 1997.
 MN0643
 MN0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0643
 MN0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0643.GEOID18 height accuracy estimate available here.
 MN0643
 MN0643.Click photographs - Photos may exist for this station.
 MN0643
 MN0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0643
 MN0643. The following values were computed from the NAD 83(1995) position.
 MN0643
 MN0643;                    North         East     Units Scale Factor Converg.
 MN0643;SPC NE       -   209,277.985   190,734.817   MT  0.99966213   -2 27 43.9
 MN0643;SPC NE       -   686,606.19    625,769.15   sFT  0.99966213   -2 27 43.9
 MN0643;UTM  13      - 4,612,650.031   606,955.097   MT  0.99974077   +0 51 14.2
 MN0643
 MN0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0643!SPC NE       -   0.99976215  x   0.99966213  =   0.99942436
 MN0643!UTM  13      -   0.99976215  x   0.99974077  =   0.99950298
 MN0643
 MN0643:                Primary Azimuth Mark                     Grid Az
 MN0643:SPC NE       -  WILDCAT RM 3 AZIMUTH                     323 17 55.3
 MN0643:UTM  13      -  WILDCAT RM 3 AZIMUTH                     319 58 57.2
 MN0643
 MN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0695512650(NAD 83)
 MN0643
 MN0643|---------------------------------------------------------------------|
 MN0643| PID    Reference Object                     Distance      Geod. Az  |
 MN0643|                                                           dddmmss.s |
 MN0643| MN0635 SCOTTSBLUFF MUNICIPAL TANK          APPROX.24.4 KM 0105833.9 |
 MN0643| MN0637 SCOTTSBLUFF PWR PLANT WATER TK      APPROX.22.7 KM 0111014.5 |
 MN0643| MN0636 SCOTTSBLUFF CHURCH SPIRE            APPROX.24.0 KM 0111736.0 |
 MN0643| MN0640 GERING SUGAR MILL STACK             APPROX.20.1 KM 0150734.5 |
 MN0643| MN0633 SCOTTSBLUFF SUGAR MILL STACK        APPROX.23.2 KM 0165624.5 |
 MN0643| MN0644 GERING HWY PATROL RAD TWR           APPROX. 7.0 KM 0384353.9 |
 MN0643| CP9372 WILDCAT RM 1                         32.623 METERS 07930     |
 MN0643| CP9373 WILDCAT RM 2                         53.971 METERS 15759     |
 MN0643| CP9374 WILDCAT RM 3 AZIMUTH                               3205011.4 |
 MN0643|---------------------------------------------------------------------|
 MN0643
 MN0643                          SUPERSEDED SURVEY CONTROL
 MN0643
 MN0643  NAD 83(1993)-  41 39 30.34068(N)    103 42 55.46275(W) AD(       ) 1
 MN0643  NAD 83(1986)-  41 39 30.32957(N)    103 42 55.46591(W) AD(       ) 1
 MN0643  NAD 27      -  41 39 30.43000(N)    103 42 53.66000(W) AD(       ) 1
 MN0643  NGVD 29 (07/19/86) 1535.1    (m)         5036.     (f) VERT ANG       
 MN0643
 MN0643.Superseded values are not recommended for survey control.
 MN0643
 MN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0643.See file dsdata.pdf to determine how the superseded data were derived.
 MN0643
 MN0643_MARKER: DS = TRIANGULATION STATION DISK
 MN0643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0643_STAMPING: WILDCAT 1933
 MN0643_MARK LOGO: CGS
 MN0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0643
 MN0643  HISTORY     - Date     Condition        Report By
 MN0643  HISTORY     - 1933     MONUMENTED       CGS
 MN0643  HISTORY     - 1934     GOOD             CGS
 MN0643  HISTORY     - 1944     GOOD             CGS
 MN0643  HISTORY     - 1963     GOOD             CGS
 MN0643  HISTORY     - 1973     GOOD             NGS
 MN0643
 MN0643                          STATION DESCRIPTION
 MN0643
 MN0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0643'ABOUT 10 MILES SOUTH OF GERING ON A HIGH, PROMINENT, TIMBERED
 MN0643'HILL KNOWN AS WILDCAT MOUNTAIN ON LAND OWNED BY THE BAR DIAMOND
 MN0643'RANCH.  THE MOUNTAIN IS FLAT AND DIAMOND-SHAPED ON TOP, ABOUT
 MN0643'75 YARDS IN DIAMETER AND HAS SEVERAL SMALL TREES ROUND THE
 MN0643'EDGE.
 MN0643'
 MN0643'REACHED FROM GERING BY STATE HIGHWAY 29, BY GOING SOUTH 12.9
 MN0643'MILES, THENCE WEST ON PRIVATE ROAD 1 MILE TO HOUSE OF U.T.
 MN0643'SNOOK.  FROM HOUSE, FOLLOW A LITTLE-USED TRAIL LEADING SOUTH
 MN0643'AND SOUTHWEST UP HEAVY GRADE ABOUT 1-1/2 MILES TO BASE OF
 MN0643'THE PEAK, PROPER.  STATION IS REACHED BY PACKING UP NORTHEAST
 MN0643'ANGLE OF PEAK, DISTANCE ABOUT 200 YARDS.
 MN0643'
 MN0643'STATION MARK IS NEAR NORTHWEST CORNER OF LEVEL SUMMIT.  IT
 MN0643'IS A STANDARD TABLET SET IN 6-INCH CAST-IRON PIPE FILLED
 MN0643'WITH CONCRETE, AND PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MN0643'
 MN0643'REFERENCE MARK NO. 1, IS NORTHEAST OF STATION ON
 MN0643'EDGE OF SUMMIT, MIDWAY BETWEEN TWO PINE TREES.
 MN0643'
 MN0643'REFERENCE MARK NO. 2, IS SOUTHEAST OF STATION AT
 MN0643'SOUTH POINT OF SUMMIT.
 MN0643'
 MN0643'REFERENCE MARK NO. 3 (AZIMUTH MARK), IS NORTHWEST
 MN0643'OF STATION IN OUTCROPPING ROCK ON RIDGE NEAR OLD WAGON TRAIL.
 MN0643
 MN0643                          STATION RECOVERY (1934)
 MN0643
 MN0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0643'THIS STATION WAS FOUND AS DESCRIBED AND ALL OF THE MARKS ARE
 MN0643'IN EXCELLENT CONDITION.
 MN0643'
 MN0643'STATION IS ABOUT 12 MILES SOUTH-SOUTHWEST OF GERING ON A
 MN0643'PROMINENT THREE-CORNERED FLAT-TOPPED BUTTE SURROUNDED BY
 MN0643'PINE TREES.  IT IS ON LAND OWNED BY THE BAR DIAMOND RANCH AND
 MN0643'IS KNOWN LOCALLY AS WILDCAT MOUNTAIN.  THE STATION LOCATION
 MN0643'IS 71 FEET SOUTHEAST OF THE POINT THAT DROPS OFF SHARP TO
 MN0643'THE NORTHWEST, IN (APPROXIMATELY), SEC. 36, T, 20 N., R. 56 W.
 MN0643'THE MARK PROJECTS 6 INCHES.  UNDERGROUND MARK
 MN0643'
 MN0643'THE STATION IS REACHED FROM THE COURTHOUSE IN GERING, A SMALL
 MN0643'TOWN 2 MILES SOUTH OF SCOTTSBLUFF, BY GOING SOUTH, WEST AND
 MN0643'THEN IN A GENERALLY SOUTHERLY DIRECTION ON STATE HIGHWAY
 MN0643'29 FOR 13.0 MILES.  AT U.T. SNOOKS MAIL BOX ON AN IRON BRACKET
 MN0643'ON THE WEST SIDE OF THE HIGHWAY LEAVE THE GRADED ROAD, TURN
 MN0643'WEST ON A PRIVATE ROAD AND GO 1.0 MILE TO U.T. SNOOKS RANCH,
 MN0643'PASS THROUGH A WIRE JUST SOUTH OF THE BARN AND FOLLOW TRAIL
 MN0643'WEST 0.1 MILE TO A NORTHWEST FENCE CORNER, TURN LEFT AND
 MN0643'FOLLOW ALONG THE WEST SIDE OF THE FENCE FOR 0.6 MILE TO
 MN0643'ANOTHER FENCE CORNER.  FROM HERE FOLLOW A DIM ROAD,
 MN0643'WHICH GOES IN A SOUTH AND WESTERLY DIRECTION UP THE MAIN
 MN0643'CANYON, FOR 1.0 MILE TO A NORTH-SOUTH FENCE ON SOUTH
 MN0643'SLOPE OF A HIGH RIDGE.  IT WILL BE NECESSARY TO LEAVE THE
 MN0643'TRAIL IN SEVERAL PLACES TO AVOID BAD WASHES, BUT BY
 MN0643'PICKING THE WAY CAREFULLY A TRUCK CAN BE DRIVEN UP THIS
 MN0643'CANYON WITHOUT ANY TROUBLE.  THERE IS A GATE IN THIS FENCE
 MN0643'BUT THERE IS A BAD WASH HERE AND IT WILL BE NECESSARY TO
 MN0643'CROSS THE FENCE ABOVE THE GATE.  AFTER CROSSING THE FENCE
 MN0643'FOLLOW ALONG THE RIDGE NORTH AND WEST 0.2 MILE TO WHERE
 MN0643'THE ROAD TURNS TO THE RIGHT AROUND THE BASE OF THE
 MN0643'BUTTE, LEAVE THE ROAD HERE AND PICK WAY AROUND THE LEFT SIDE
 MN0643'OF A SMALL KNOLL 0.1 MILE TO THE EAST BASE OF THE MOST PROMINENT
 MN0643'BUTTE AND THE END OF THE TRUCK TRAVEL.  FROM HERE PACK UP THE
 MN0643'NORTHEAST POINT OF THE BUTTE TO THE WEST.  THE STATION IS IN
 MN0643'THE APPROXIMATE CENTER OF THE BUTTE, ABOUT 150 YARDS FROM
 MN0643'THE END OF TRUCK TRAVEL.
 MN0643'
 MN0643'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE
 MN0643'STATION AT THE EAST EDGE OF THE SAME BUTTE.
 MN0643'
 MN0643'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE
 MN0643'STATION ON THE SOUTH POINT OF THE SAME BUTTE.
 MN0643'
 MN0643'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ON A SMALL
 MN0643'WHITE SANDSTONE-COVERED HILL NORTHWEST OF THE STATION.
 MN0643'
 MN0643'A 4-FOOT STAND WILL CLEAR THE LINE TO ALL OF THE OBJECTS
 MN0643'EXCEPT THAT TO REFERENCE MARK NO. 2, WHICH WILL REQUIRE A
 MN0643'1-FOOT TARGET ON THE MARK.
 MN0643
 MN0643                          STATION RECOVERY (1944)
 MN0643
 MN0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0643'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 MN0643'
 MN0643'1.  STATION CANNOT BE REACHED EXCEPT BY PACK FROM SNOOKS
 MN0643'RANCH.
 MN0643'
 MN0643'2.  REFERENCE MARK 3, (AZIMUTH MARK), WAS SEARCHED FOR BUT
 MN0643'NOT RECOVERED.
 MN0643'
 MN0643'DISTANCES TO REFERENCE MARKS 1 AND 2 WERE VERIFIED AS CORRECT.
 MN0643
 MN0643                          STATION RECOVERY (1963)
 MN0643
 MN0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0643'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND 3 (AZIMUTH MARK)
 MN0643'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 MN0643'DIRECTIONS TO ALL THE MARKS WERE VERIFIED.  THE SLOPE DISTANCES
 MN0643'TO REFERENCE MARKS NOS. 1 AND 2 AS PREVIOUSLY RECORDED WERE
 MN0643'NOT CHECKED.  HORIZONTAL MEASUREMENTS TO THE MARKS WERE MADE
 MN0643'PULLING 5 KG. TAPE TENSION.  A COMPLETE NEW DESCRIPTION
 MN0643'FOLLOWS--
 MN0643'
 MN0643'THE STATION IS 7 MILES NORTH AND 1 MILE EAST OF HARRISBURG, ON
 MN0643'THE SUMMIT OF A LARGE, FLAT-TOPPED PARTIALLY TIMBERED BUTTE
 MN0643'LOCALLY KNOWN AS WILDCAT MOUNTAIN, IN THE SOUTHWEST CORNER OF
 MN0643'SECTION 31, T 20 N, R 55 W, AND ON PROPERTY OWNED BY THE
 MN0643'GIFFORD BROTHERS.
 MN0643'
 MN0643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MN0643'71 AND 88, 3 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0643'GO NORTH ON HIGHWAY 71 FOR 4.0 MILES TO A CROSSROAD (THERE
 MN0643'IS A POWER SUB-STATION AND SIGN LA GRANGE IN THE NORTHWEST
 MN0643'ANGLE).  CONTINUE NORTH ON HIGHWAY 71 FOR 1.95 MILE TO A
 MN0643'SIDE ROAD ON THE LEFT.  (U.T. SNOOKS MAILBOX) TURN LEFT AND
 MN0643'GO WEST ON A BLADED ROAD FOR 0.7 MILE TO A WIRE GATE.  PASS
 MN0643'THROUGH THE GATE AND GO SOUTHWESTERLY FOR 0.25 MILE TO A WIRE
 MN0643'GATE AT A WINDMILL ON THE RIGHT.  PASS THROUGH THE GATE, TURN
 MN0643'RIGHT, WEST OF THE WINDMILL AND GO NORTHERLY ACROSS A WASH
 MN0643'AND WESTERLY ON A TRACK ROAD FOR 0.65 MILE TO A WIRE GATE
 MN0643'IN A NORTH-SOUTH FENCE ON THE NORTH SIDE OF A CANYON.
 MN0643'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE TRACK
 MN0643'ROAD, UP A SHORT STEEP SLOPE AND ALONG THE SUMMIT OF A
 MN0643'RIDGE FOR 1.2 MILES TO AN EAST-WEST FENCE.  BEAR LEFT AND
 MN0643'GO SOUTHERLY AROUND THE HEAD OF THE CANYON AND THEN
 MN0643'SOUTHEAST, PICKING WAY ACROSS PASTURE AND ALONG SIDEHILL FOR
 MN0643'0.85 MILE TO THE AZIMUTH MARK ON THE SUMMIT OF A SMALL WHITE
 MN0643'KNOLL WHICH HAS SOME SANDSTONE OUTCROP ON THE WEST
 MN0643'SIDE.  CONTINUE SOUTHEASTERLY ALONG THE SUMMIT OF THE
 MN0643'RIDGE FOR 0.6 MILE TO THE END OF TRUCK TRAVEL AT THE
 MN0643'NORTHWEST EDGE OF A FLAT-TOPPED BUTTE.  FROM HERE PACK
 MN0643'SOUTHERLY AROUND THE WEST EDGE OF THE BUTTE THEN EAST TO
 MN0643'THE HIGHEST POINT AND STATION.  5 MINUTES PACK.
 MN0643'
 MN0643'NOTE--A FOUR-WHEEL DRIVE VEHICLE REGUIRED.
 MN0643'
 MN0643'STATION MARKS ARE STANDARD DISKS STAMPED WILDCAT 1933.  THE
 MN0643'SURFACE DISK IS SET IN A CONCRETE FILLED 6-INCH PIPE WHICH
 MN0643'PROJECTS 5 INCHES.  IT IS 46 FEET EAST OF A 15-INCH PINE
 MN0643'TREE WITH A BLAZE AND 22 FEET SOUTH OF THE NORTH EDGE OF
 MN0643'THE BLUFF.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0643'OF CONCRETE.
 MN0643'
 MN0643'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WILDCAT NO 1 1933,
 MN0643'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 7.5
 MN0643'FEET NORTHEAST OF A LONE PINE TREE AND 2.5 FEET WEST OF THE
 MN0643'EAST EDGE OF BLUFF.
 MN0643'
 MN0643'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WILDCAT NO 2
 MN0643'1933, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 MN0643'IT IS ON THE SOUTHEAST EDGE OF THE BLUFF, 12 FEET NORTH OF
 MN0643'THE SOUTH EDGE AND 5 FEET NORTHWEST OF THE SOUTHEAST EDGE
 MN0643'OF THE BLUFF.
 MN0643'
 MN0643'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WILDCAT NO 3
 MN0643'1933, IS CEMENTED IN A DRILL HOLE IN A LARGE, FLAT ROCK
 MN0643'OUTCROP FLUSH WITH THE SURROUNDING SURFACE.  IT IS 40 FEET
 MN0643'NORTHEAST OF A LONE PINE TREE AT THE SOUTHWEST EDGE OF KNOLL AND
 MN0643'3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 MN0643'
 MN0643'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0643
 MN0643                          STATION RECOVERY (1973)
 MN0643
 MN0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0643'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3, (AZIMUTH MARK)
 MN0643'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 MN0643'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE
 MN0643'1963 DATA WITH THE EXCEPTION OF A GREATER DISTANCE OF 0.019
 MN0643'METER TO REFERENCE MARK 1.  DUE TO CHANGES IN THE AREA A
 MN0643'COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0643'
 MN0643'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF MELBETA,
 MN0643'11.5 MILES SOUTH OF GERING, 7 MILES NORTH OF HARRISBURG,
 MN0643'2 MILES WEST OF STATE HIGHWAY 71, ON THE HIGHEST POINT IN
 MN0643'THE IMMEDIATE VICINITY AND ON PROPERTY OWNED BY MR. HAROLD
 MN0643'GIFFORD.
 MN0643'
 MN0643'TO REACH THE STATION FROM THE COURT HOUSE IN GERING GO SOUTH
 MN0643'ON STATE HIGHWAY 71 FOR 0.3 MILE TO THE JUNCTION OF STATE
 MN0643'HIGHWAY 92.  CONTINUE SOUTH ON STATE HIGHWAY 71 FOR 9.2 MILES
 MN0643'TO THE BANNER COUNTY LINE.  CONTINUE SOUTH ON STATE HIGHWAY
 MN0643'71 FOR 2.0 MILES TO A GRADED SIDE ROAD RIGHT.  TURN RIGHT AND
 MN0643'GO WEST ON THE GRADED ROAD FOR 0.7 MILE TO A FORK.  TAKE THE
 MN0643'LEFT FORK AND GO SOUTHWEST ON THE GRADED ROAD FOR 0.3 MILE
 MN0643'TO A RANCH AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 MN0643'THE GATE, THE BARN YARD AND ANOTHER GATE, AND GO WESTERLY ON
 MN0643'THE TRACK ROAD FOR 1.2 MILES TO A DIM FORK.  TAKE THE RIGHT
 MN0643'FORK AND GO WESTERLY ON THE DIM TRACK ROAD FOR 0.8 MILE TO
 MN0643'A GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE
 MN0643'VERY DIM TRACKS FOR 0.5 MILE TO THE EAST SIDE OF A BUTTE
 MN0643'AND THE END OF TRUCK TRAVEL.  PACK WESTERLY UP THE EAST
 MN0643'SIDE OF THE BUTTE TO THE HIGHEST POINT AND THE
 MN0643'STATION.  ABOUT A 5 MINUTE PACK.  A FOUR-WHEEL DRIVE IS
 MN0643'REQUIRED TO REACH THE STATION FROM THE RANCH.
 MN0643'
 MN0643'THE STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF
 MN0643'A 6-INCH IRON PIPE THAT PROJECTS 5 INCHES ABOVE THE GROUND
 MN0643'SURFACE AND IS STAMPED WILDCAT 1933.  IT IS 46 FEET EAST OF
 MN0643'A 15 INCH PINE TREE WITH A TRIANGLE BLAZE AND 22 FEET SOUTH
 MN0643'OF THE NORTH EDGE OF THE BLUFF.
 MN0643'
 MN0643'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILDCAT NO 1 1933,
 MN0643'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 MN0643'FLUSH WITH THE GROUND SURFACE.
 MN0643'
 MN0643'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILDCAT NO 2 1933,
 MN0643'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 MN0643'WITH THE GROUND SURFACE.
 MN0643'
 MN0643'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WILDCAT NO 3
 MN0643'1933, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 MN0643'IS FLUSH WITH THE GROUND SURFACE.
 MN0643'
 MN0643'TO REACH REFERENCE MARK 3 PACK NORTHWESTERLY FOR ABOUT 0.5
 MN0643'MILE TO THE MARK ON A LOW HILL WITH A ROCK OUTCROP ON THE
 MN0643'WEST SIDE.
 MN0643'
 MN0643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 MN0643'NORTH OF HARRISBURG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0496 ***********************************************************************
 MM0496  DESIGNATION -  WILDHORSE
 MM0496  PID         -  MM0496
 MM0496  STATE/COUNTY-  NE/GRANT
 MM0496  COUNTRY     -  US
 MM0496  USGS QUAD   -  WILD HORSE HILL (2017)
 MM0496
 MM0496                         *CURRENT SURVEY CONTROL
 MM0496  ______________________________________________________________________
 MM0496* NAD 83(1995) POSITION- 41 55 11.54170(N) 101 56 02.35033(W)   ADJUSTED
 MM0496* NAVD 88 ORTHO HEIGHT -  1282.    (meters)     4206.    (feet) SCALED
 MM0496  ______________________________________________________________________
 MM0496  GEOID HEIGHT    -        -19.309 (meters)                     GEOID18
 MM0496  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 MM0496  HORZ ORDER      -  FIRST
 MM0496
 MM0496.The horizontal coordinates were established by classical geodetic methods
 MM0496.and adjusted by the National Geodetic Survey in August 1997.
 MM0496
 MM0496.The orthometric height was scaled from a topographic map.
 MM0496
 MM0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0496.GEOID18 height accuracy estimate available here.
 MM0496
 MM0496.Click photographs - Photos may exist for this station.
 MM0496
 MM0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0496
 MM0496. The following values were computed from the NAD 83(1995) position.
 MM0496
 MM0496;                    North         East     Units Scale Factor Converg.
 MM0496;SPC NE       -   233,454.529   339,630.879   MT  0.99968465   -1 16 53.9
 MM0496;SPC NE       -   765,925.40  1,114,272.31   sFT  0.99968465   -1 16 53.9
 MM0496;UTM  14      - 4,645,043.625   256,698.056   MT  1.00032848   -1 57 40.1
 MM0496;UTM  13      - 4,645,427.005   754,251.494   MT  1.00039553   +2 02 58.1
 MM0496
 MM0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0496!SPC NE       -   0.99980207  x   0.99968465  =   0.99948678
 MM0496!UTM  14      -   0.99980207  x   1.00032848  =   1.00013049
 MM0496!UTM  13      -   0.99980207  x   1.00039553  =   1.00019752
 MM0496
 MM0496:                Primary Azimuth Mark                     Grid Az
 MM0496:SPC NE       -  WILDHORSE AZ MK                          314 41 08.3
 MM0496:UTM  14      -  WILDHORSE AZ MK                          315 21 54.5
 MM0496:UTM  13      -  WILDHORSE AZ MK                          311 21 16.3
 MM0496
 MM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5669845043(NAD 83)
 MM0496
 MM0496|---------------------------------------------------------------------|
 MM0496| PID    Reference Object                     Distance      Geod. Az  |
 MM0496|                                                           dddmmss.s |
 MM0496| CP9376 WILDHORSE RM 1                        9.363 METERS 11040     |
 MM0496| CP9377 WILDHORSE RM 2                        7.157 METERS 20513     |
 MM0496| CP9375 WILDHORSE AZ MK                                    3132414.4 |
 MM0496|---------------------------------------------------------------------|
 MM0496
 MM0496                          SUPERSEDED SURVEY CONTROL
 MM0496
 MM0496  NAD 83(1986)-  41 55 11.54069(N)    101 56 02.35373(W) AD(       ) 1
 MM0496  NAD 27      -  41 55 11.59600(N)    101 56 00.69700(W) AD(       ) 1
 MM0496
 MM0496.Superseded values are not recommended for survey control.
 MM0496
 MM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0496.See file dsdata.pdf to determine how the superseded data were derived.
 MM0496
 MM0496_MARKER: DS = TRIANGULATION STATION DISK
 MM0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0496_STAMPING: WILDHORSE 1946
 MM0496_MARK LOGO: CGS
 MM0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0496+STABILITY: SURFACE MOTION
 MM0496
 MM0496  HISTORY     - Date     Condition        Report By
 MM0496  HISTORY     - 1946     MONUMENTED       CGS
 MM0496
 MM0496                          STATION DESCRIPTION
 MM0496
 MM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0496'LOCATED ABOUT 7.5 MILES, AIRLINE, SOUTH OF ASHBY AND 10.5
 MM0496'MILES, AIRLINE, SOUTHWEST OF HYANNIS ON THE HIGHEST POINT OF
 MM0496'A PROMINENT SAND HILL, LOCALLY KNOWN AS WILD HORSE HILL.  IT IS
 MM0496'ABOUT 150 YARDS WEST OF A NORTH-SOUTH FENCE LINE AND JUST
 MM0496'EAST OF A LARGE SAND BLOW.  IT IS STAMPED WILDHORSE 1946 AND
 MM0496'PROJECTS 10 INCHES.
 MM0496'
 MM0496'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND IS
 MM0496'ABOUT 4 FEET LOWER THAN THE STATION.  IT IS STAMPED WILDHORSE
 MM0496'NO 1 1946 AND PROJECTS 10 INCHES.
 MM0496'
 MM0496'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND
 MM0496'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED WILDHORSE
 MM0496'NO 2 1946 AND PROJECTS 6 INCHES.
 MM0496'
 MM0496'AZIMUTH MARK IS ABOUT 250 YARDS EAST OF THE EAST EDGE OF A
 MM0496'LAKE, 3 FEET EAST OF A 4-INCH SQUARE WOODEN WITNESS POST
 MM0496'PROJECTING 3 FEET AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 MM0496'LINE.  IT IS STAMPED WILDHORSE 1946 AND PROJECTS 8 INCHES.
 MM0496'
 MM0496'REACHED FROM THE BANK IN HYANNIS--GO WEST ON STATE HIGHWAY
 MM0496'2 FOR 7.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, 75 FEET
 MM0496'TO A CATTLE GUARD AND CONTINUE ON MAIN TRAVELED ROAD FOR 7.05
 MM0496'MILES TO A MAIL BOX ON THE LEFT AND A RANCH HOUSE ON THE
 MM0496'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE.  HERE TURN
 MM0496'RIGHT, WEST, AND GO 0.4 MILE TO A GATE IN A NORTH-SOUTH FENCE
 MM0496'LINE AT THE JUNCTION OF AN EAST-WEST FENCE LINE.  PASS THROUGH
 MM0496'GATE AND CONTINUE ALONG SOUTH SIDE OF FENCE LINE FOR 0.6 MILE
 MM0496'TO THE AZIMUTH MARK ON THE RIGHT.  HERE, TURN LEFT,
 MM0496'SOUTHEASTERLY, AND GO 0.9 MILE TO THE HIGHEST POINT OF THE HILL
 MM0496'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0418 ***********************************************************************
 NO0418  DESIGNATION -  WILDLIFE
 NO0418  PID         -  NO0418
 NO0418  STATE/COUNTY-  NE/CHERRY
 NO0418  COUNTRY     -  US
 NO0418  USGS QUAD   -  BIG LAKE (2017)
 NO0418
 NO0418                         *CURRENT SURVEY CONTROL
 NO0418  ______________________________________________________________________
 NO0418* NAD 83(1995) POSITION- 42 28 14.08122(N) 100 32 32.88027(W)   ADJUSTED
 NO0418* NAVD 88 ORTHO HEIGHT -   920.    (meters)     3018.    (feet) SCALED
 NO0418  ______________________________________________________________________
 NO0418  GEOID HEIGHT    -        -21.577 (meters)                     GEOID18
 NO0418  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 NO0418  HORZ ORDER      -  THIRD
 NO0418
 NO0418.The horizontal coordinates were established by classical geodetic methods
 NO0418.and adjusted by the National Geodetic Survey in August 1997.
 NO0418
 NO0418.The orthometric height was scaled from a topographic map.
 NO0418
 NO0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0418.GEOID18 height accuracy estimate available here.
 NO0418
 NO0418.Click photographs - Photos may exist for this station.
 NO0418
 NO0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0418
 NO0418. The following values were computed from the NAD 83(1995) position.
 NO0418
 NO0418;                    North         East     Units Scale Factor Converg.
 NO0418;SPC NE       -   292,955.260   455,398.064   MT  0.99980049   -0 21 34.2
 NO0418;SPC NE       -   961,137.38  1,494,085.15   sFT  0.99980049   -0 21 34.2
 NO0418;UTM  14      - 4,703,178.715   373,200.693   MT  0.99979782   -1 02 29.9
 NO0418
 NO0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0418!SPC NE       -   0.99985907  x   0.99980049  =   0.99965959
 NO0418!UTM  14      -   0.99985907  x   0.99979782  =   0.99965692
 NO0418
 NO0418:                Primary Azimuth Mark                     Grid Az
 NO0418:SPC NE       -  WILDLIFE AZ MK                           005 52 11.7
 NO0418:UTM  14      -  WILDLIFE AZ MK                           006 33 07.4
 NO0418
 NO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7320003178(NAD 83)
 NO0418
 NO0418|---------------------------------------------------------------------|
 NO0418| PID    Reference Object                     Distance      Geod. Az  |
 NO0418|                                                           dddmmss.s |
 NO0418| CO4084 WILDLIFE AZ MK                                     0053037.5 |
 NO0418| CO4085 WILDLIFE RM 1                        11.533 METERS 00553     |
 NO0418| CO4086 WILDLIFE RM 2                        12.333 METERS 18551     |
 NO0418|---------------------------------------------------------------------|
 NO0418
 NO0418                          SUPERSEDED SURVEY CONTROL
 NO0418
 NO0418  NAD 83(1986)-  42 28 14.08185(N)    100 32 32.88730(W) AD(       ) 3
 NO0418  NAD 27      -  42 28 14.08200(N)    100 32 31.40600(W) AD(       ) 3
 NO0418
 NO0418.Superseded values are not recommended for survey control.
 NO0418
 NO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0418.See file dsdata.pdf to determine how the superseded data were derived.
 NO0418
 NO0418_MARKER: DS = TRIANGULATION STATION DISK
 NO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0418_STAMPING: WILDLIFE 1949
 NO0418_MARK LOGO: CGS
 NO0418_PROJECTION: FLUSH
 NO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0418+STABILITY: SURFACE MOTION
 NO0418
 NO0418  HISTORY     - Date     Condition        Report By
 NO0418  HISTORY     - 1949     MONUMENTED       CGS
 NO0418
 NO0418                          STATION DESCRIPTION
 NO0418
 NO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0418'THE STATION IS LOCATED ABOUT 28.0 MILES SOUTH OF VALENTINE
 NO0418'IN THE VALENTINE NATIONAL WILDLIFE REFUGE ON THE RIGHT-OF-WAY
 NO0418'OF U.S. HIGHWAY 83.  IT IS 90 FEET WEST OF THE CENTER OF U.S.
 NO0418'HIGHWAY 83, 7 FEET EAST OF NORTH-SOUTH FENCE LINE AND 7 FEET
 NO0418'EAST OF WITNESS POST.  IT IS STAMPED WILDLIFE 1949 AND SET
 NO0418'FLUSH WITH THE SURFACE OF THE GROUND.
 NO0418'
 NO0418'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 90 FEET WEST
 NO0418'OF THE CENTER OF U.S. HIGHWAY 83 AND 7 FEET EAST OF NORTH-SOUTH
 NO0418'FENCE LINE.  IT IS STAMPED WILDLIFE NO 1 1949 AND SET FLUSH
 NO0418'WITH THE SURFACE OF THE GROUND.
 NO0418'
 NO0418'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 90 FEET WEST
 NO0418'OF THE CENTER OF U.S. HIGHWAY 83 AND 7 FEET EAST OF NORTH-SOUTH
 NO0418'FENCE LINE.  IT IS STAMPED WILDLIFE NO 2 1949 AND SET FLUSH
 NO0418'WITH THE SURFACE OF THE GROUND.
 NO0418'
 NO0418'THE AZIMUTH MARK IS NORTH OF THE STATION, 65 FEET EAST OF
 NO0418'THE CENTER OF U.S. HIGHWAY 83, 1 FOOT WEST OF NORTH-SOUTH FENCE
 NO0418'LINE AND 1 FOOT SOUTH OF WITNESS POST.  IT IS STAMPED WILDLIFE
 NO0418'1949 AND PROJECTS 3 INCHES.
 NO0418'
 NO0418'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 NO0418'20 AND 83 ABOUT 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO
 NO0418'SOUTH ON U.S. HIGHWAY 83 FOR 15.7 MILES TO SCHOOL ON THE
 NO0418'RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 8.0 MILES TO
 NO0418'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON
 NO0418'U.S. HIGHWAY 83 FOR 1.0 MILE TO TOP OF GRADE AND STATION
 NO0418'ON THE RIGHT AS DESCRIBED.
 NO0418'
 NO0418'A 4 FOOT SIGNAL AT STATION MARSH IS VISIBLE AT 4 FEET.
 NO0418'
 NO0418'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0418'
 NO0418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0738 ***********************************************************************
 NN0738  DESIGNATION -  WILKINS
 NN0738  PID         -  NN0738
 NN0738  STATE/COUNTY-  NE/KEYA PAHA
 NN0738  COUNTRY     -  US
 NN0738  USGS QUAD   -  MILLS (2017)
 NN0738
 NN0738                         *CURRENT SURVEY CONTROL
 NN0738  ______________________________________________________________________
 NN0738* NAD 83(1995) POSITION- 42 53 07.38544(N) 099 26 34.20878(W)   ADJUSTED
 NN0738* NAVD 88 ORTHO HEIGHT -   695.    (meters)     2280.    (feet) SCALED
 NN0738  ______________________________________________________________________
 NN0738  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 NN0738  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC18
 NN0738  HORZ ORDER      -  FIRST
 NN0738
 NN0738.The horizontal coordinates were established by classical geodetic methods
 NN0738.and adjusted by the National Geodetic Survey in August 1997.
 NN0738
 NN0738.The orthometric height was scaled from a topographic map.
 NN0738
 NN0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0738.GEOID18 height accuracy estimate available here.
 NN0738
 NN0738.Click photographs - Photos may exist for this station.
 NN0738
 NN0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0738
 NN0738. The following values were computed from the NAD 83(1995) position.
 NN0738
 NN0738;                    North         East     Units Scale Factor Converg.
 NN0738;SPC NE       -   339,035.435   545,513.447   MT  0.99994944   +0 22 09.2
 NN0738;SPC NE       - 1,112,318.76  1,789,738.70   sFT  0.99994944   +0 22 09.2
 NN0738;SPC SD S     -    61,718.638   672,744.591   MT  0.99998808   +0 36 51.5
 NN0738;SPC SD S     -   202,488.56  2,207,162.88   sFT  0.99998808   +0 36 51.5
 NN0738;UTM  14      - 4,748,182.209   463,838.142   MT  0.99961609   -0 18 04.9
 NN0738
 NN0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0738!SPC NE       -   0.99989480  x   0.99994944  =   0.99984425
 NN0738!SPC SD S     -   0.99989480  x   0.99998808  =   0.99988288
 NN0738!UTM  14      -   0.99989480  x   0.99961609  =   0.99951093
 NN0738
 NN0738:                Primary Azimuth Mark                     Grid Az
 NN0738:SPC NE       -  WILKINS AZ MK                            023 33 05.2
 NN0738:SPC SD S     -  WILKINS AZ MK                            023 18 22.9
 NN0738:UTM  14      -  WILKINS AZ MK                            024 13 19.3
 NN0738
 NN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6383848182(NAD 83)
 NN0738
 NN0738|---------------------------------------------------------------------|
 NN0738| PID    Reference Object                     Distance      Geod. Az  |
 NN0738|                                                           dddmmss.s |
 NN0738| CO4087 WILKINS AZ MK                                      0235514.4 |
 NN0738| NN0734 JAMISON SPIRE                       APPROX.16.6 KM 0422744.1 |
 NN0738| CO4088 WILKINS RM 1                         55.236 METERS 12500     |
 NN0738| CO4089 WILKINS RM 2                         54.233 METERS 25934     |
 NN0738|---------------------------------------------------------------------|
 NN0738
 NN0738                          SUPERSEDED SURVEY CONTROL
 NN0738
 NN0738  NAD 83(1986)-  42 53 07.39239(N)    099 26 34.21735(W) AD(       ) 1
 NN0738  NAD 27      -  42 53 07.38400(N)    099 26 32.82400(W) AD(       ) 1
 NN0738
 NN0738.Superseded values are not recommended for survey control.
 NN0738
 NN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0738.See file dsdata.pdf to determine how the superseded data were derived.
 NN0738
 NN0738_MARKER: DS = TRIANGULATION STATION DISK
 NN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0738_STAMPING: WILKINS 1934
 NN0738_MARK LOGO: CGS
 NN0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0738+STABILITY: SURFACE MOTION
 NN0738
 NN0738  HISTORY     - Date     Condition        Report By
 NN0738  HISTORY     - 1934     MONUMENTED       CGS
 NN0738  HISTORY     - 1949     GOOD             CGS
 NN0738
 NN0738                          STATION DESCRIPTION
 NN0738
 NN0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0738'STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE CENTER OF
 NN0738'SEC. 28, T. 34 N., R. 18 W., 4 MILES SOUTH OF MILLS, ON HIGHEST
 NN0738'POINT OF HILL, WHICH IS THE MOST PROMINENT IN VICINITY, 180
 NN0738'FEET NORTHEAST OF SOUTHWEST END.
 NN0738'
 NN0738'STATION IS REACHED FROM THE MAIN ROAD JUNCTION IN MILLS, NEBRASKA
 NN0738'BY GOING EAST FOR 0.5 MILE AND TURNING RIGHT SOUTH ON MAIN ROAD.
 NN0738'GO SOUTH 3.0 MILES OR 2.0 MILES PAST CROSSROADS WHERE MAIN ROAD
 NN0738'TURNS LEFT (EAST) TO DIM CROSSROADS AT EAST-WEST TELEPHONE
 NN0738'LINE, AND TURN RIGHT (WEST).  GO WEST 1/4 MILE (HOME OF E.
 NN0738'WILKINS ON RIGHT) AND TURN LEFT THROUGH GATE.  GO SOUTH FROM
 NN0738'GATE ABOUT 1.0 MILE TO HIGHEST POINT OF RIDGE WHICH BEARS N
 NN0738'14 DEG W. OF EAST SIDE OF WILKINS HOME, AND STATION.
 NN0738'
 NN0738'REFERENCE MARK NO. 1 IS ON EAST-NORTHEAST SLOPE OF RIDGE 55.238
 NN0738'METERS (181.22 FEET) FROM STATION.
 NN0738'
 NN0738'REFERENCE MARK NO. 2 IS ON SOUTHWEST END OF HILL, 54.255 METERS
 NN0738'(177.99 FEET) SOUTHWEST OF STATION.
 NN0738'
 NN0738'AZIMUTH MARK IS 0.8 MILE NORTH OF STATION, 28 FEET
 NN0738'NORTH OF CENTERLINE OF EAST-WEST ROAD, IN EAST-WEST FENCE LINE.
 NN0738'REACHED FROM STATION BY RETURNING TO MR. WILKINS HOUSE AND GOING
 NN0738'0.2 MILE EAST ON EAST-WEST ROAD TO MARK ON THE LEFT.
 NN0738'
 NN0738'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0738
 NN0738                          STATION RECOVERY (1949)
 NN0738
 NN0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0738'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 NN0738'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0738'
 NN0738'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NN0738'
 NN0738'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF MILLS ON
 NN0738'LAND OWNED BY MR. WILKINS WHO LIVES ABOUT 1.0 MILE NORTH OF THE
 NN0738'STATION.  IT IS ON THE HIGHEST POINT OF A PROMINENT SANDY HILL,
 NN0738'7 FEET SOUTH OF WITNESS POST.  IT IS STAMPED WILKINS 1934 AND
 NN0738'PROJECTS 4 INCHES.
 NN0738'
 NN0738'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ON THE SOUTHEAST
 NN0738'SLOPE OF THE HILL.  IT IS STAMPED WILKINS NO 1 1934 AND PROJECTS
 NN0738'4 INCHES.
 NN0738'
 NN0738'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, ON THE
 NN0738'WEST SLOPE OF THE HILL.  IT IS STAMPED WILKINS NO 2 1934
 NN0738'AND PROJECTS 15 INCHES.
 NN0738'
 NN0738'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 28 FEET
 NN0738'NORTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET NORTH OF EAST-WEST
 NN0738'FENCE LINE, 2 FEET NORTH OF WITNESS POST, AND 2 FEET NORTH OF
 NN0738'TELEPHONE POLE.  IT IS STAMPED WILKINS 1934 AND PROJECTS 2 INCHES.
 NN0738'
 NN0738'TO REACH THE STATION FROM THE POST OFFICE IN MILLS, GO EAST
 NN0738'ON MAIN ROAD FOR 0.4 MILE, TURN RIGHT AND GO SOUTH ON MAIN ROAD
 NN0738'FOR 1.0 MILE TO WHERE MAIN ROAD TURNS LEFT, CONTINUE SOUTH ON
 NN0738'TRACK ROAD FOR 2.0 MILES TO CROSSROADS, TURN RIGHT AND GO WEST
 NN0738'ON TRACK ROAD FOR 0.1 MILE TO AZIMUTH MARK ON THE RIGHT AS
 NN0738'DESCRIBED, CONTINUE WEST ON TRACK ROAD FOR 0.2 MILE TO MR.
 NN0738'WILKINS HOUSE ON THE RIGHT AND GATE IN EAST-WEST FENCE LINE ON
 NN0738'THE LEFT, TURN LEFT THROUGH GATE AND GO SOUTHERLY ON TRACK ROAD
 NN0738'FOR 0.7 MILE, LEAVE TRACK ROAD AND GO SOUTH FOR 0.4 MILE TO
 NN0738'HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 NN0738'
 NN0738'AN 87 FOOT SIGNAL AT STATION SIMPSON 1934 IS VISIBLE AT
 NN0738'4 FEET.
 NN0738'
 NN0738'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET.
 NN0738'
 NN0738'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0738'
 NN0738'A 4 FOOT SIGNAL AT STATION MILLS 1934 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0636 ***********************************************************************
 NP0636  DESIGNATION -  WILKINSON
 NP0636  PID         -  NP0636
 NP0636  STATE/COUNTY-  NE/SHERIDAN
 NP0636  COUNTRY     -  US
 NP0636  USGS QUAD   -  KRAUSE LAKE EAST (2017)
 NP0636
 NP0636                         *CURRENT SURVEY CONTROL
 NP0636  ______________________________________________________________________
 NP0636* NAD 83(1995) POSITION- 42 13 10.27318(N) 102 31 13.02189(W)   ADJUSTED
 NP0636* NAVD 88 ORTHO HEIGHT -  1247.    (meters)     4091.    (feet) SCALED
 NP0636  ______________________________________________________________________
 NP0636  GEOID HEIGHT    -        -18.644 (meters)                     GEOID18
 NP0636  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 NP0636  HORZ ORDER      -  FIRST
 NP0636
 NP0636.The horizontal coordinates were established by classical geodetic methods
 NP0636.and adjusted by the National Geodetic Survey in August 1997.
 NP0636
 NP0636.The orthometric height was scaled from a topographic map.
 NP0636
 NP0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0636.GEOID18 height accuracy estimate available here.
 NP0636
 NP0636.Click photographs - Photos may exist for this station.
 NP0636
 NP0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0636
 NP0636. The following values were computed from the NAD 83(1995) position.
 NP0636
 NP0636;                    North         East     Units Scale Factor Converg.
 NP0636;SPC NE       -   267,966.239   291,996.134   MT  0.99973614   -1 40 12.7
 NP0636;SPC NE       -   879,152.57    957,990.65   sFT  0.99973614   -1 40 12.7
 NP0636;UTM  13      - 4,677,126.818   704,663.152   MT  1.00011542   +1 40 00.8
 NP0636
 NP0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0636!SPC NE       -   0.99980745  x   0.99973614  =   0.99954364
 NP0636!UTM  13      -   0.99980745  x   1.00011542  =   0.99992285
 NP0636
 NP0636:                Primary Azimuth Mark                     Grid Az
 NP0636:SPC NE       -  WILKINSON AZ MK                          282 11 28.1
 NP0636:UTM  13      -  WILKINSON AZ MK                          278 51 14.6
 NP0636
 NP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0466377126(NAD 83)
 NP0636
 NP0636|---------------------------------------------------------------------|
 NP0636| PID    Reference Object                     Distance      Geod. Az  |
 NP0636|                                                           dddmmss.s |
 NP0636| CQ4426 WILKINSON RM 2                       15.877 METERS 23654     |
 NP0636| CQ4424 WILKINSON AZ MK                                    2803115.4 |
 NP0636| CQ4425 WILKINSON RM 1                       14.277 METERS 32026     |
 NP0636|---------------------------------------------------------------------|
 NP0636
 NP0636                          SUPERSEDED SURVEY CONTROL
 NP0636
 NP0636  NAD 83(1993)-  42 13 10.27152(N)    102 31 13.02154(W) AD(       ) 1
 NP0636  NAD 83(1986)-  42 13 10.26932(N)    102 31 13.02119(W) AD(       ) 1
 NP0636  NAD 27      -  42 13 10.36600(N)    102 31 11.31200(W) AD(       ) 1
 NP0636
 NP0636.Superseded values are not recommended for survey control.
 NP0636
 NP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0636.See file dsdata.pdf to determine how the superseded data were derived.
 NP0636
 NP0636_MARKER: DS = TRIANGULATION STATION DISK
 NP0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0636_STAMPING: WILKINSON 1946
 NP0636_MARK LOGO: CGS
 NP0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0636+STABILITY: SURFACE MOTION
 NP0636
 NP0636  HISTORY     - Date     Condition        Report By
 NP0636  HISTORY     - 1946     MONUMENTED       CGS
 NP0636
 NP0636                          STATION DESCRIPTION
 NP0636
 NP0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0636'LOCATED ABOUT 19 MILES NORTHEAST OF ALLIANCE AND 12 MILES
 NP0636'NORTH-NORTHEAST OF ANTIOCH ON THE SOUTH END OF A LONG, GRASSY
 NP0636'RIDGE, THE HIGHEST POINT IN THE GENERAL LOCALITY.  IT IS STAMPED
 NP0636'WILKINSON 1946 AND PROJECTS 5 INCHES.
 NP0636'
 NP0636'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 NP0636'IT IS STAMPED WILKINSON NO 1 1946 AND PROJECTS 4 INCHES.
 NP0636'
 NP0636'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.
 NP0636'IT IS STAMPED WILKINSON NO 2 1946 AND PROJECTS 5 INCHES.  THIS
 NP0636'WAS A SLOPE MEASUREMENT.
 NP0636'
 NP0636'AZIMUTH MARK IS 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 NP0636'15.5 FEET SOUTH OF AN OLD WINDMILL.  IT IS STAMPED WILKINSON
 NP0636'1946 AND PROJECTS 8 INCHES.
 NP0636'
 NP0636'REACHED FROM THE CENTER OF ANTIOCH BY GOING NORTH ACROSS RAILROAD
 NP0636'TRACKS ON GRAVEL ROAD JUST EAST OF RAILROAD WATER TANK FOR 1.6
 NP0636'MILES TO A FORK.  TAKE RIGHT FORK, MAIN ROAD, FOR 1.25 MILES
 NP0636'TO A FORK.  TAKE LEFT FORK AND CONTINUE FOR 4.1 MILES TO A
 NP0636'FORK AT THE EAST END OF A SMALL LAKE.  TURN RIGHT, PASSING
 NP0636'OVER CATTLE GUARD, AND GO 0.7 MILE TO A CATTLE GUARD.  PASS
 NP0636'THROUGH AND GO 0.65 MILE TO A FORK.  KEEP RIGHT FORK, EAST,
 NP0636'FOR 0.65 MILE TO A FORK JUST AFTER CROSSING A CATTLE GUARD.
 NP0636'TAKE RIGHT FORK AND CONTINUE FOR 3.75 MILES TO A FORK.  TURN
 NP0636'RIGHT, EAST, FOR 0.6 MILE TOWARDS A LARGE WHITE TWO-STORY
 NP0636'HOUSE.  TURN RIGHT, SOUTH, JUST BEFORE ENTERING THE GATE TO
 NP0636'THE RANCH YARD AND FOLLOW ALONG THE WEST SIDE OF A NORTH-SOUTH
 NP0636'FENCE LINE FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE AND
 NP0636'DRIVE SOUTH ALONG THE EAST SIDE OF THE FENCE LINE FOR 0.15
 NP0636'MILE TO AN OLD WINDMILL AND THE AZIMUTH MARK ON THE RIGHT.
 NP0636'TURN LEFT, EAST, (AVOIDING SWAMP AREA) FOR 0.7 MILE TO A T
 NP0636'INTERSECTION OF FENCE LINES AND A GATE.  PASS THROUGH GATE
 NP0636'AND GO 0.55 MILE SOUTHEAST TO THE HIGHEST POINT OF THE HILL
 NP0636'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0834 ***********************************************************************
 LG0834  DESIGNATION -  WILLIAMS
 LG0834  PID         -  LG0834
 LG0834  STATE/COUNTY-  NE/THAYER
 LG0834  COUNTRY     -  US
 LG0834  USGS QUAD   -  HUBBELL (2017)
 LG0834
 LG0834                         *CURRENT SURVEY CONTROL
 LG0834  ______________________________________________________________________
 LG0834* NAD 83(1995) POSITION- 40 03 35.55969(N) 097 28 55.48022(W)   ADJUSTED
 LG0834* NAVD 88 ORTHO HEIGHT -   473.    (meters)     1552.    (feet) SCALED
 LG0834  ______________________________________________________________________
 LG0834  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 LG0834  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LG0834  HORZ ORDER      -  FIRST
 LG0834
 LG0834.The horizontal coordinates were established by classical geodetic methods
 LG0834.and adjusted by the National Geodetic Survey in August 1997.
 LG0834
 LG0834.The orthometric height was scaled from a topographic map.
 LG0834
 LG0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0834.GEOID18 height accuracy estimate available here.
 LG0834
 LG0834.Click photographs - Photos may exist for this station.
 LG0834
 LG0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0834
 LG0834. The following values were computed from the NAD 83(1995) position.
 LG0834
 LG0834;                    North         East     Units Scale Factor Converg.
 LG0834;SPC NE       -    28,282.562   714,791.098   MT  0.99997348   +1 40 07.0
 LG0834;SPC NE       -    92,790.37  2,345,110.46   sFT  0.99997348   +1 40 07.0
 LG0834;UTM  14      - 4,435,506.895   629,458.767   MT  0.99980632   +0 58 37.4
 LG0834
 LG0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0834!SPC NE       -   0.99992997  x   0.99997348  =   0.99990345
 LG0834!UTM  14      -   0.99992997  x   0.99980632  =   0.99973630
 LG0834
 LG0834:                Primary Azimuth Mark                     Grid Az
 LG0834:SPC NE       -  WILLIAMS AZ MK 2                         270 27 45.7
 LG0834:UTM  14      -  WILLIAMS AZ MK 2                         271 09 15.3
 LG0834
 LG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2945835506(NAD 83)
 LG0834
 LG0834|---------------------------------------------------------------------|
 LG0834| PID    Reference Object                     Distance      Geod. Az  |
 LG0834|                                                           dddmmss.s |
 LG0834| LG0833 ST PAULS LUTHERAN CHURCH SPIRE      APPROX. 6.4 KM 0294941.0 |
 LG0834| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX.10.8 KM 0304833.8 |
 LG0834| CO2775 WILLIAMS RM 2                         9.337 METERS 09725     |
 LG0834| CO2776 WILLIAMS RM 3                         9.379 METERS 09737     |
 LG0834| KF0826 MAHASKA MUNICIPAL STANDPIPE         APPROX.13.8 KM 1263408.4 |
 LG0834| LG0835 HUBBEL MUNICIPAL TANK               APPROX. 5.5 KM 1963120.6 |
 LG0834| CO2772 WILLIAMS AZ MK                                     2715831.8 |
 LG0834| CO2773 WILLIAMS AZ MK 2                                   2720752.7 |
 LG0834| CO2774 WILLIAMS RM 1                        18.055 METERS 35954     |
 LG0834|---------------------------------------------------------------------|
 LG0834
 LG0834                          SUPERSEDED SURVEY CONTROL
 LG0834
 LG0834  NAD 83(1986)-  40 03 35.56491(N)    097 28 55.48051(W) AD(       ) 1
 LG0834  NAD 27      -  40 03 35.54800(N)    097 28 54.32800(W) AD(       ) 1
 LG0834
 LG0834.Superseded values are not recommended for survey control.
 LG0834
 LG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0834.See file dsdata.pdf to determine how the superseded data were derived.
 LG0834
 LG0834_MARKER: DS = TRIANGULATION STATION DISK
 LG0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0834_STAMPING: WILLIAMS 1947
 LG0834_MARK LOGO: CGS
 LG0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0834+STABILITY: SURFACE MOTION
 LG0834
 LG0834  HISTORY     - Date     Condition        Report By
 LG0834  HISTORY     - 1947     MONUMENTED       CGS
 LG0834  HISTORY     - 1970     GOOD             NGS
 LG0834
 LG0834                          STATION DESCRIPTION
 LG0834
 LG0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0834'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HEBRON, 2.5
 LG0834'MILES NORTHWEST OF WILLIAMS AND 4 MILES NORTH-NORTHEAST OF
 LG0834'HUBBELL IN THE SOUTHEAST ANGLE OF A CROSSROADS.  IT IS ON THE
 LG0834'RIGHT-OF-WAY, 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT
 LG0834'ROAD, 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, AND
 LG0834'4 FEET NORTH OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2
 LG0834'FEET.  IT IS STAMPED WILLIAMS 1947 AND PROJECTS 8 INCHES.
 LG0834'
 LG0834'REFERENCE MARK NO. 1 IS IN THE NORTHEAST ANGLE OF THE CROSSROADS,
 LG0834'29 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 27
 LG0834'FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD.  IT IS
 LG0834'STAMPED WILLIAMS NO 1 1947 AND PROJECTS 6 INCHES.
 LG0834'
 LG0834'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 33 FEET SOUTH OF
 LG0834'THE CENTER OF THE EAST-WEST ROAD.  IT IS STAMPED WILLIAMS NO 2
 LG0834'1947 AND PROJECTS 6 INCHES.
 LG0834'
 LG0834'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 19 FEET NORTH OF THE
 LG0834'CENTER OF AN EAST-WEST DIRT ROAD, 6 INCHES SOUTH OF AN EAST FENCE
 LG0834'LINE AND 2 FEET EAST OF A 4-INCH SQUARE WOODEN WITNESS POST
 LG0834'PROJECTING 2 FEET.  IT IS STAMPED WILLIAMS 1947 AND PROJECTS
 LG0834'8 INCHES.
 LG0834'
 LG0834'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE 3 JUST
 LG0834'SOUTHEAST OF HEBRON, GO EAST ON STATE 3 FOR 4.0 MILES TO A T-ROAD
 LG0834'SOUTH (AT SIGN HUBBELL 10 MILES), TURN RIGHT, SOUTH, AND GO 6.0
 LG0834'MILES TO A CROSSROAD, TURN LEFT, EAST, AND GO 0.6 MILE TO THE
 LG0834'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST FOR 0.4 MILE
 LG0834'TO A CROSSROAD AND THE STATION ON THE RIGHT.
 LG0834'
 LG0834'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 4 FEET.
 LG0834'
 LG0834'A 74 FOOT SIGNAL AT MERIDIAN 1935 IS VISIBLE AT 4 FEET.
 LG0834'
 LG0834'A 74 FOOT SIGNAL AT CHESTER IS VISIBLE AT 4 FEET.
 LG0834'
 LG0834'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0834
 LG0834                          STATION RECOVERY (1970)
 LG0834
 LG0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0834'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 LG0834'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LG0834'WERE FOUND DESTROYED.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED
 LG0834'TO CHECK BY 0.05 FEET AND THE DIRECTION BETWEEN THE HUBBELL
 LG0834'WATER TANK AND REFERENCE MARK NO. 1 FAILED TO CHECK BY 7 MINUTES
 LG0834'22 SECONDS.
 LG0834'
 LG0834'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 LG0834'
 LG0834'FOLLOWING IS A NEW DESCRIPTION.
 LG0834'
 LG0834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 136
 LG0834'AND 81 AT THE SOUTHEAST SIDE OF HEBRON, GO EAST ON U.S. HIGHWAY
 LG0834'136 FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN HUBBELL 9.
 LG0834'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 6.0 MILES TO A
 LG0834'CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.65
 LG0834'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 LG0834'GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT AND
 LG0834'THE STATION ON THE RIGHT.
 LG0834'
 LG0834'STATION MARK, A STANDARD DISK STAMPED WILLIAMS 1947, IS SET IN
 LG0834'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 LG0834'IT IS 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 27 FEET
 LG0834'EAST OF THE CENTER OF A TRACK ROAD, 7 FEET WEST OF A CONCRETE
 LG0834'RIGHT-OF-WAY POST, AND 1 FOOT EAST OF A METAL WITNESS POST.
 LG0834'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG0834'
 LG0834'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WILLIAMS
 LG0834'NO. 1 1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LG0834'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 29 FEET NORTH OF
 LG0834'THE CENTER OF THE EAST-WEST ROAD AND 27 FEET EAST OF THE CENTER OF
 LG0834'THE NORTH-SOUTH ROAD.
 LG0834'
 LG0834'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WILLIAMS 1947
 LG0834'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LG0834'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33 FEET SOUTH OF THE
 LG0834'CENTER OF THE EAST-WEST ROAD AND 23.5 FEET EAST OF THE CONCRETE
 LG0834'RIGHT-OF-WAY POST.
 LG0834'
 LG0834'AZIMUTH MARK, A STANDARD DISK STAMPED WILLIAMS 1947 1970,
 LG0834'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG0834'4 INCHES.  IT IS 25 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LG0834'ROAD, 1 FOOT EAST OF A METAL WITNESS POST, AND AT THE NORTH
 LG0834'SIDE OF A ROAD DITCH.
 LG0834'
 LG0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 LG0834'NNE OF HUBBELL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1014 ***********************************************************************
 LG1014  DESIGNATION -  WILLIAMSON
 LG1014  PID         -  LG1014
 LG1014  STATE/COUNTY-  NE/PAWNEE
 LG1014  COUNTRY     -  US
 LG1014  USGS QUAD   -  DU BOIS (2017)
 LG1014
 LG1014                         *CURRENT SURVEY CONTROL
 LG1014  ______________________________________________________________________
 LG1014* NAD 83(1995) POSITION- 40 06 38.14747(N) 096 06 36.97912(W)   ADJUSTED
 LG1014* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 LG1014  ______________________________________________________________________
 LG1014  GEOID HEIGHT    -        -28.895 (meters)                     GEOID18
 LG1014  LAPLACE CORR    -         -8.13  (seconds)                    DEFLEC18
 LG1014  HORZ ORDER      -  FIRST
 LG1014
 LG1014.The horizontal coordinates were established by classical geodetic methods
 LG1014.and adjusted by the National Geodetic Survey in August 1997.
 LG1014
 LG1014.The orthometric height was scaled from a topographic map.
 LG1014
 LG1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1014.GEOID18 height accuracy estimate available here.
 LG1014
 LG1014.Click photographs - Photos may exist for this station.
 LG1014
 LG1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1014
 LG1014. The following values were computed from the NAD 83(1995) position.
 LG1014
 LG1014;                    North         East     Units Scale Factor Converg.
 LG1014;SPC NE       -    38,244.241   831,494.559   MT  0.99995185   +2 34 39.8
 LG1014;SPC NE       -   125,472.98  2,727,995.07   sFT  0.99995185   +2 34 39.8
 LG1014;UTM  14      - 4,444,035.690   746,285.845   MT  1.00034677   +1 51 45.7
 LG1014
 LG1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1014!SPC NE       -   0.99994193  x   0.99995185  =   0.99989378
 LG1014!UTM  14      -   0.99994193  x   1.00034677  =   1.00028868
 LG1014
 LG1014:                Primary Azimuth Mark                     Grid Az
 LG1014:SPC NE       -  WILLIAMSON AZ MK                         107 23 10.7
 LG1014:UTM  14      -  WILLIAMSON AZ MK                         108 06 04.8
 LG1014
 LG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4628544035(NAD 83)
 LG1014
 LG1014|---------------------------------------------------------------------|
 LG1014| PID    Reference Object                     Distance      Geod. Az  |
 LG1014|                                                           dddmmss.s |
 LG1014| LG1010 TABLE ROCK MUNICIPAL TANK           APPROX. 7.7 KM 0090503.4 |
 LG1014| CL8714 WILLIAMSON AZ MK                                   1095750.5 |
 LG1014| CL8715 WILLIAMSON RM 1                      19.795 METERS 21703     |
 LG1014| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX. 3.8 KM 2792512.9 |
 LG1014| CL8716 WILLIAMSON RM 2                      15.354 METERS 30913     |
 LG1014|---------------------------------------------------------------------|
 LG1014
 LG1014                          SUPERSEDED SURVEY CONTROL
 LG1014
 LG1014  NAD 83(1986)-  40 06 38.15584(N)    096 06 36.97582(W) AD(       ) 1
 LG1014  NAD 27      -  40 06 38.15700(N)    096 06 35.96200(W) AD(       ) 1
 LG1014
 LG1014.Superseded values are not recommended for survey control.
 LG1014
 LG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1014.See file dsdata.pdf to determine how the superseded data were derived.
 LG1014
 LG1014_MARKER: DS = TRIANGULATION STATION DISK
 LG1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1014_STAMPING: WILLIAMSON 1947
 LG1014_MARK LOGO: CGS
 LG1014_PROJECTION: FLUSH
 LG1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1014+STABILITY: SURFACE MOTION
 LG1014
 LG1014  HISTORY     - Date     Condition        Report By
 LG1014  HISTORY     - 1947     MONUMENTED       CGS
 LG1014  HISTORY     - 19990216 MARK NOT FOUND   NGS
 LG1014
 LG1014                          STATION DESCRIPTION
 LG1014
 LG1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1014'THE STATION IS LOCATED ABOUT 2.25 MILES EAST OF PAWNEE CITY AND
 LG1014'ABOUT 5 MILES SOUTH OF TABLE ROCK, ON LAND OWNED BY M.F.
 LG1014'WILLIAMSON.  IT IS 26.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1014'TRACK ROAD, 43.5 FEET NORTH OF THE NORTHWEST CORNER OF A TOOL
 LG1014'SHED, 7 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 7 FEET
 LG1014'SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1014'2 FEET.  IT IS STAMPED WILLIAMSON 1947 AND IS FLUSH WITH THE
 LG1014'SURFACE OF THE GROUND.
 LG1014'
 LG1014'REFERENCE MARK NO. 1 IS 29 FEET WEST-SOUTHWEST OF THE NORTHWEST
 LG1014'CORNER OF A TOOL SHED, 13 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1014'TRACK ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LG1014'STAMPED WILLIAMSON NO 1 1947 AND PROJECTS 4 INCHES.
 LG1014'
 LG1014'REFERENCE MARK NO. 2 IS AT THE NORTHEAST CORNER OF A CHICKEN YARD,
 LG1014'11 FEET WEST OF THE CENTER OF A NORTH-SOUTH TRACK ROAD AND 1 FOOT
 LG1014'EAST OF A FENCE CORNER.  IT IS STAMPED WILLIAMSON NO 2 1947 AND
 LG1014'PROJECTS 4 INCHES.
 LG1014'
 LG1014'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD AT A
 LG1014'FENCE CORNER, 28 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1014'GRAVELED ROAD, 27 FEET SOUTH OF STATE HIGHWAY 50,3 FEET SOUTHWEST
 LG1014'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 1 FOOT
 LG1014'AND 2 FEET NORTH OF A TELEPHONE POLE.  IT IS STAMPED WILLIAMSON
 LG1014'1947 AND PROJECTS 4 INCHES.
 LG1014'
 LG1014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND 4
 LG1014'IN PAWNEE CITY, GO EAST ON STATE HIGHWAY 50 FOR 2.2 MILES TO THE
 LG1014'WILLIAMSONS FARM ON THE LEFT.  TURN LEFT INTO FARM LANE AND GO 0.1
 LG1014'MILE TO THE STATION AS DESCRIBED.
 LG1014'
 LG1014'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE
 LG1014'TO STATE HIGHWAY 50, TURN LEFT AND GO 0.25 MILE TO A CROSSROAD AND
 LG1014'THE MARK ON THE RIGHT AS DESCRIBED.
 LG1014'
 LG1014'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 40 FEET.
 LG1014'
 LG1014'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 40 FEET.
 LG1014'
 LG1014'A 74 FOOT SIGNAL AT MACH IS VISIBLE AT 50 FEET.
 LG1014'
 LG1014'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE AT 10 FEET.
 LG1014'
 LG1014'A 74 FOOT SIGNAL AT STEINAUER IS VISIBLE AT 50 FEET.
 LG1014'
 LG1014'A 74 FOOT SIGNAL AT BUNKERHILL IS VISIBLE AT 30 FEET.
 LG1014'
 LG1014'A 47 FOOT SIGNAL AT TABLE IS VISIBLE AT 20 FEET.
 LG1014'
 LG1014'AN 87 FOOT SIGNAL AT STUTHEIT IS VISIBLE AT 30 FEET.
 LG1014'
 LG1014'A 4 FOOT SIGNAL AT HORALEK 1934 IS VISIBLE AT 64 FEET.
 LG1014'
 LG1014'AN 87 FOOT SIGNAL AT SASKA 1934 IS VISIBLE AT 20 FEET.
 LG1014'
 LG1014'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1014
 LG1014                          STATION RECOVERY (1999)
 LG1014
 LG1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 LG1014'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE CURRENT PROPERTY
 LG1014'OWNER STATED THAT ALL MARKS HAVE BEEN DESTROYED FOR MANY YEARS.  IN
 LG1014'ALL LIKELYHOOD, THE UNDERGROUND STATION MARK REMAINS.  THE SURFACE
 LG1014'STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK ARE PROBABLY
 LG1014'DESTROYED.  THE STATION WAS NOT REPAIRED THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1923 ***********************************************************************
 MK1923  CBN         -  This is a Cooperative Base Network Control Station.
 MK1923  DESIGNATION -  WILLITS RESET
 MK1923  PID         -  MK1923
 MK1923  STATE/COUNTY-  NE/POLK
 MK1923  COUNTRY     -  US
 MK1923  USGS QUAD   -  CLARKS (2017)
 MK1923
 MK1923                         *CURRENT SURVEY CONTROL
 MK1923  ______________________________________________________________________
 MK1923* NAD 83(2011) POSITION- 41 10 37.73686(N) 097 45 08.41955(W)   ADJUSTED
 MK1923* NAD 83(2011) ELLIP HT-   511.050 (meters)        (06/27/12)   ADJUSTED
 MK1923* NAD 83(2011) EPOCH   -  2010.00
 MK1923* NAVD 88 ORTHO HEIGHT -   536.5   (meters)     1760.    (feet) GPS OBS
 MK1923  ______________________________________________________________________
 MK1923  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MK1923  GEOID HEIGHT    -        -25.407 (meters)                     GEOID93
 MK1923  GEOID HEIGHT    -        -25.485 (meters)                     GEOID18
 MK1923  NAD 83(2011) X  -   -648,563.919 (meters)                     COMP
 MK1923  NAD 83(2011) Y  - -4,764,102.169 (meters)                     COMP
 MK1923  NAD 83(2011) Z  -  4,177,587.402 (meters)                     COMP
 MK1923  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 MK1923
 MK1923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1923  Standards:
 MK1923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1923  -------------------------------------------------------------------
 MK1923  NETWORK    0.45   1.20           0.21   0.14   0.61      0.04028048
 MK1923  -------------------------------------------------------------------
 MK1923  Click here for local accuracies and other accuracy information.
 MK1923
 MK1923.The horizontal coordinates were established by GPS observations
 MK1923.and adjusted by the National Geodetic Survey in June 2012.
 MK1923
 MK1923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1923.been affixed to the stable North American tectonic plate. See 
 MK1923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1923
 MK1923.The horizontal coordinates are valid at the epoch date displayed above
 MK1923.which is a decimal equivalence of Year/Month/Day.
 MK1923
 MK1923.The orthometric height was determined by GPS observations and a
 MK1923.high-resolution geoid model.
 MK1923
 MK1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1923.GEOID18 height accuracy estimate available here.
 MK1923
 MK1923.Click photographs - Photos may exist for this station.
 MK1923
 MK1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1923
 MK1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1923
 MK1923.The ellipsoidal height was determined by GPS observations
 MK1923.and is referenced to NAD 83.
 MK1923
 MK1923. The following values were computed from the NAD 83(2011) position.
 MK1923
 MK1923;                    North         East     Units Scale Factor Converg.
 MK1923;SPC NE       -   151,648.716   688,517.629   MT  0.99967496   +1 29 22.3
 MK1923;SPC NE       -   497,534.16  2,258,911.59   sFT  0.99967496   +1 29 22.3
 MK1923;UTM  14      - 4,559,172.843   604,649.893   MT  0.99973478   +0 49 17.5
 MK1923
 MK1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1923!SPC NE       -   0.99991984  x   0.99967496  =   0.99959483
 MK1923!UTM  14      -   0.99991984  x   0.99973478  =   0.99965465
 MK1923
 MK1923:                Primary Azimuth Mark                     Grid Az
 MK1923:SPC NE       -  OSCEOLA                                  063 01 00.0
 MK1923:UTM  14      -  OSCEOLA                                  063 41 04.8
 MK1923
 MK1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0464959172(NAD 83)
 MK1923
 MK1923|---------------------------------------------------------------------|
 MK1923| PID    Reference Object                     Distance      Geod. Az  |
 MK1923|                                                           dddmmss.s |
 MK1923| CO2777 WILLITS AZ MK                                      0005011.4 |
 MK1923| MK1467 OSCEOLA                             APPROX.18.2 KM 0643022.3 |
 MK1923| CO2778 WILLITS RM 1                         31.175 METERS 08807     |
 MK1923| CO2780 WILLITS RM 3                         15.253 METERS 17044     |
 MK1923| CO2779 WILLITS RM 2                         30.404 METERS 26935     |
 MK1923|---------------------------------------------------------------------|
 MK1923
 MK1923                          SUPERSEDED SURVEY CONTROL
 MK1923
 MK1923  NAD 83(2007)-  41 10 37.73682(N)    097 45 08.42014(W) AD(2002.00) 0
 MK1923  ELLIP H (02/10/07)  511.073  (m)                       GP(2002.00)    
 MK1923  ELLIP H (07/10/01)  511.023  (m)                       GP(       ) 4 1
 MK1923  NAD 83(1995)-  41 10 37.73674(N)    097 45 08.41952(W) AD(       ) B
 MK1923  ELLIP H (06/25/96)  511.128  (m)                       GP(       ) 1 1
 MK1923  NAD 83(1986)-  41 10 37.74455(N)    097 45 08.42378(W) AD(       ) 2
 MK1923  NAD 27      -  41 10 37.69100(N)    097 45 07.22700(W) AD(       ) 2
 MK1923
 MK1923.Superseded values are not recommended for survey control.
 MK1923
 MK1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1923.See file dsdata.pdf to determine how the superseded data were derived.
 MK1923
 MK1923_MARKER: DS = TRIANGULATION STATION DISK
 MK1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1923_STAMPING: WILLITS 1950 1966
 MK1923_MARK LOGO: CGS
 MK1923_PROJECTION: RECESSED 15 CENTIMETERS
 MK1923_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1923+STABILITY: SURFACE MOTION
 MK1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1923+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2017
 MK1923
 MK1923  HISTORY     - Date     Condition        Report By
 MK1923  HISTORY     - 1950     MONUMENTED       CGS
 MK1923  HISTORY     - 1960     GOOD             USGS
 MK1923  HISTORY     - 1965     MARK NOT FOUND   WPRS
 MK1923  HISTORY     - 1966     GOOD             CGS
 MK1923  HISTORY     - 19950328 GOOD             NGS
 MK1923  HISTORY     - 20000605 GOOD             NEDR
 MK1923  HISTORY     - 20100303 GOOD             INDIV
 MK1923  HISTORY     - 20171201 GOOD             NEGS
 MK1923
 MK1923                          STATION DESCRIPTION
 MK1923
 MK1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1923'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF THE TOWN OF
 MK1923'CLARKS, ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30 A AND IN THE
 MK1923'SOUTHWEST ANGLE OF CROSSROADS.  IT IS 69 FEET WEST OF THE
 MK1923'CENTERLINE OF A NORTH AND SOUTH ROAD, 39.5 FEET SOUTH OF THE
 MK1923'CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF A CORNER POST WITH A
 MK1923'TRIANGLE BLAZE AND 6 INCHES NORTH OF THE RIGHT-OF-WAY FENCE.
 MK1923'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WILLITS
 MK1923'1950.
 MK1923'
 MK1923'REFERENCE MARK NO. 1 IS 36.7 FEET SOUTH OF THE CENTERLINE OF
 MK1923'HIGHWAY 30 A, 34 FEET EAST OF THE CENTERLINE OF A NORTH AND SOUTH
 MK1923'GRAVELED ROAD, 3 FEET NORTH-NORTHEAST OF A FENCE CORNER AND 2.4
 MK1923'FEET NORTHEAST OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES
 MK1923'AND THE DISK IS STAMPED WILLITS NO 1 1950.
 MK1923'
 MK1923'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE CENTERLINE OF
 MK1923'HIGHWAY 30 A AND ABOUT 0.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 MK1923'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WILLITS NO
 MK1923'2 1950.
 MK1923'
 MK1923'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A NORTH AND
 MK1923'SOUTH GRAVELED ROAD, 14 FEET SOUTH OF THE CENTERLINE OF A
 MK1923'DRIVEWAY AND 1 FOOT SOUTHWEST OF THE SOUTH POST OF A GATE.  THE
 MK1923'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WILLITS 1950.
 MK1923'
 MK1923'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 MK1923'HIGHWAY 14 IN CENTRAL CITY, GO EAST AND NORTHEAST ON HIGHWAY 30
 MK1923'FOR 8.75 MILES TO THE INTERSECTION OF U.S. HIGHWAYS 30 AND 30 A.
 MK1923'TURN RIGHT AT THE VIADUCT ON HIGHWAY 30 A 7.0 MILES TO CROSSROADS
 MK1923'AND THE STATION IN THE SOUTHWEST ANGLE OF THE CROSSROADS.
 MK1923'
 MK1923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 MK1923'ROAD 0.25 MILE TO A FARM DRIVEWAY ON THE LEFT AND THE MARK AS
 MK1923'DESCRIBED.
 MK1923'
 MK1923'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MK1923
 MK1923                          STATION RECOVERY (1960)
 MK1923
 MK1923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1923'STATION, R.M. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MK1923'R.M. 2 WAS FOUND WITH THE CAP GONE.
 MK1923
 MK1923                          STATION RECOVERY (1965)
 MK1923
 MK1923'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1965
 MK1923'A THOROUGH SEARCH WAS MADE FOR THE STATION MARK AND THE TWO
 MK1923'REFERENCE MARKS, BUT NONE WERE FOUND.  THE STATE HIGHWAY DEPT.
 MK1923'HAS A BORROW PIT IN THE LOCATION OF THE BENCH MARK AND THE
 MK1923'RIGHT-OF-WAY FENCE IS NOW 90 FT. PLUS OR MINUS SOUTH OF CENTER
 MK1923'LINE HIGHWAY 30-A.  ACCORDING TO THE DESCRIPTION, THE MARK AND
 MK1923'FENCE LINE SHOULD BE APPROXIMATELY 40 FT. SOUTH OF CENTER
 MK1923'LINE, SO WILLITS IS BELIEVED TO BE DESTROYED.
 MK1923
 MK1923                          STATION RECOVERY (1966)
 MK1923
 MK1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MK1923'THE STATION UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD
 MK1923'CONDITION.  THE SURFACE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 MK1923'
 MK1923'REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.
 MK1923'
 MK1923'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 MK1923'FOUND IN GOOD CONDITION.
 MK1923'
 MK1923'THE UNDERGROUND STATION MARK WAS LOWERED AND A NEW SURFACE MARK
 MK1923'WAS SET.  REFERENCE MARK NO. 3 WAS SET.
 MK1923'
 MK1923'DUE TO CROPS IN THE VICINITY THE AZIMUTH MARK WAS NOT VISIBLE
 MK1923'AT THE TIME THE STATION WAS RECOVERED.
 MK1923'
 MK1923'THE 1950 DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 MK1923'
 MK1923'FOLLOWING ARE NOTES FOR ALL MARKS.
 MK1923'
 MK1923'STATION MARKS ARE STANDARD DISK STAMPED WILLITS 1950 1966.  THE
 MK1923'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MK1923'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 69 FEET WEST OF
 MK1923'THE CENTER OF A GRAVELED ROAD, 60.5 FEET NORTHWEST OF A CORNER
 MK1923'FENCE POST, 51 FEET NORTH OF AN EAST-WEST FENCE, 50 FEET NORTH
 MK1923'OF A METAL WITNESS POST, AND 39.5 FEET SOUTH OF THE CENTER OF
 MK1923'U.S.  HIGHWAY 30A.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MK1923'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 MK1923'STATION IS 5 FEET LOWER THAN THE HIGHWAY.
 MK1923'
 MK1923'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WILLITS NO. 1 1950,
 MK1923'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MK1923'SURFACE OF THE GROUND.  IT IS 36.5 FEET SOUTH OF THE CENTER OF
 MK1923'U.S. HIGHWAY 30A AND 32 FEET SOUTH OF THE CENTER OF THE GRAVELED
 MK1923'ROAD.
 MK1923'
 MK1923'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WILLITS 1950 NO. 3
 MK1923'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MK1923'WITH THE SURFACE OF THE GROUND.  IT IS 89 FEET SOUTH OF THE
 MK1923'CENTER OF U.S. HIGHWAY 30A, 62 FEET WEST OF THE CENTER OF THE
 MK1923'GRAVELED ROAD, 25 FEET WEST OF THE CORNER FENCE POST, 1 FOOT
 MK1923'NORTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS PSOT.
 MK1923'
 MK1923'AZIMUTH MARK, A STANDARD DISK STAMPED WILLITS 1950, IS SET IN
 MK1923'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MK1923'OF THE GROUND.  IT IS 35 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MK1923'GRAVELED ROAD, 14 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1 FOOT
 MK1923'SOUTHWEST OF AN OLD GATE POST, AND 1 FOOT WEST OF A METAL
 MK1923'WITNESS POST.
 MK1923'
 MK1923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 MK1923'MILES SOUTHEAST OF CLARKS.
 MK1923
 MK1923                          STATION RECOVERY (1995)
 MK1923
 MK1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1923'STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST OF OSCEOLA, 5.0 MI
 MK1923'(8.0 KM) WEST OF THE JUNCTION OF STATE HIGHWAYS 92 AND 39 IN THE
 MK1923'SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 92 AND A GRAVEL
 MK1923'CROSSROAD.  OWNERSHIP--NEBRASKA DEPT OF ROADS.  TO REACH THE STATION
 MK1923'FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 92, ABOUT 3 MI
 MK1923'(4.8 KM) WEST FROM OSCEOLA, GO WEST ON HIGHWAY 92 FOR 3.0 MI (4.8 KM)
 MK1923'TO THE JUNCTION OF STATE HIGHWAY 39.  CONTINUE WEST ON STATE HIGHWAY
 MK1923'92 FOR 5.0 MI (8.0 KM) TO A GRAVEL CROSSROAD AND THE STATION ON THE
 MK1923'LEFT.  THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 MK1923'MONUMENT THAT IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 MK1923'IT IS 69.0 FT (21.0 M) WEST FROM THE CENTERLINE OF THE GRAVELED ROAD,
 MK1923'64.1 FT (19.5 M) NORTHWEST FROM A TELEPHONE CABLE JUNCTION BOX, 48.1
 MK1923'FT (14.7 M) WEST-NORTHWEST FROM THE CENTER OF THE TOP OF A CONCRETE
 MK1923'HEADWALL, 39.5 FT (12.0 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 MK1923'2.3 FT (0.7 M) EAST FROM A WITNESS POST AND ABOUT 5.0 FT (1.5 M) LOWER
 MK1923'THAN THE HIGHWAY.  A LENGTH OF REBAR WAS DRIVEN ALONG THE SOUTH SIDE
 MK1923'OF THE MARK.
 MK1923
 MK1923                          STATION RECOVERY (2000)
 MK1923
 MK1923'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK1923'RECOVERED AS DESCRIBED.
 MK1923
 MK1923                          STATION RECOVERY (2010)
 MK1923
 MK1923'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1923'RECOVERED IN GOOD CONDITION.
 MK1923
 MK1923                          STATION RECOVERY (2017)
 MK1923
 MK1923'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (PS)
 MK1923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0895 ***********************************************************************
 NM0895  DESIGNATION -  WILLOUGHBY
 NM0895  PID         -  NM0895
 NM0895  STATE/COUNTY-  NE/DIXON
 NM0895  COUNTRY     -  US
 NM0895  USGS QUAD   -  MASKELL (2017)
 NM0895
 NM0895                         *CURRENT SURVEY CONTROL
 NM0895  ______________________________________________________________________
 NM0895* NAD 83(1995) POSITION- 42 40 10.19434(N) 096 56 03.47849(W)   ADJUSTED
 NM0895* NAVD 88 ORTHO HEIGHT -   462.084 (meters)     1516.02  (feet) ADJUSTED
 NM0895  ______________________________________________________________________
 NM0895  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 NM0895  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 NM0895  DYNAMIC HEIGHT  -        461.939 (meters)     1515.54  (feet) COMP
 NM0895  MODELED GRAVITY -    980,293.3   (mgal)                       NAVD 88
 NM0895
 NM0895  HORZ ORDER      -  FIRST
 NM0895  VERT ORDER      -  SECOND    CLASS 0
 NM0895
 NM0895.The horizontal coordinates were established by classical geodetic methods
 NM0895.and adjusted by the National Geodetic Survey in August 1997.
 NM0895
 NM0895.The orthometric height was determined by differential leveling and
 NM0895.adjusted by the NATIONAL GEODETIC SURVEY
 NM0895.in June 1991.
 NM0895
 NM0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0895.GEOID18 height accuracy estimate available here.
 NM0895
 NM0895.Click photographs - Photos may exist for this station.
 NM0895
 NM0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0895
 NM0895.The dynamic height is computed by dividing the NAVD 88
 NM0895.geopotential number by the normal gravity value computed on the
 NM0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0895.degrees latitude (g = 980.6199 gals.).
 NM0895
 NM0895.The modeled gravity was interpolated from observed gravity values.
 NM0895
 NM0895. The following values were computed from the NAD 83(1995) position.
 NM0895
 NM0895;                    North         East     Units Scale Factor Converg.
 NM0895;SPC NE       -   319,363.148   751,229.307   MT  0.99986528   +2 01 53.9
 NM0895;SPC NE       - 1,047,777.26  2,464,658.15   sFT  0.99986528   +2 01 53.9
 NM0895;SPC SD S     -    43,046.988   878,575.516   MT  1.00004281   +2 20 41.4
 NM0895;SPC SD S     -   141,229.99  2,882,459.84   sFT  1.00004281   +2 20 41.4
 NM0895;UTM  14      - 4,726,182.867   669,274.489   MT  0.99995254   +1 24 01.4
 NM0895
 NM0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0895!SPC NE       -   0.99993153  x   0.99986528  =   0.99979682
 NM0895!SPC SD S     -   0.99993153  x   1.00004281  =   0.99997434
 NM0895!UTM  14      -   0.99993153  x   0.99995254  =   0.99988407
 NM0895
 NM0895:                Primary Azimuth Mark                     Grid Az
 NM0895:SPC NE       -  WILLOUGHBY AZ MK                         190 55 00.8
 NM0895:SPC SD S     -  WILLOUGHBY AZ MK                         190 36 13.3
 NM0895:UTM  14      -  WILLOUGHBY AZ MK                         191 32 53.3
 NM0895
 NM0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6927426182(NAD 83)
 NM0895
 NM0895|---------------------------------------------------------------------|
 NM0895| PID    Reference Object                     Distance      Geod. Az  |
 NM0895|                                                           dddmmss.s |
 NM0895| NM1853 VERMILLION TANK                     APPROX.12.0 KM 0002424.7 |
 NM0895| NM1848 VERMILLION FIRST CONG CH CUP        APPROX.12.2 KM 0022827.5 |
 NM0895| NM1852 VERMILLION UNIV OF S DAK TK         APPROX.12.8 KM 0034222.5 |
 NM0895| NM1854 VERMILLION UNIV OF S DAK STK        APPROX.12.8 KM 0035500.8 |
 NM0895| NM1846 CHURCH SPIRE D                      APPROX.23.0 KM 0182213.4 |
 NM0895| NM0896 WILLOUGHBY RM 1                      30.037 METERS 02539     |
 NM0895| NM0898 WILLOUGHBY AZ MK                                   1925654.7 |
 NM0895| NM0897 WILLOUGHBY RM 2                      41.203 METERS 35553     |
 NM0895|---------------------------------------------------------------------|
 NM0895
 NM0895                          SUPERSEDED SURVEY CONTROL
 NM0895
 NM0895  NAD 83(1986)-  42 40 10.19925(N)    096 56 03.47083(W) AD(       ) 1
 NM0895  NAD 27      -  42 40 10.20200(N)    096 56 02.31300(W) AD(       ) 1
 NM0895  NGVD 29 (??/??/92)  461.888  (m)         1515.38   (f) ADJ UNCH    2 0
 NM0895  NGVD 29             461.89   (m)         1515.4    (f) LEVELING    3  
 NM0895
 NM0895.Superseded values are not recommended for survey control.
 NM0895
 NM0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0895.See file dsdata.pdf to determine how the superseded data were derived.
 NM0895
 NM0895_MARKER: DS = TRIANGULATION STATION DISK
 NM0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0895_STAMPING: WILLOUGHBY 1935
 NM0895_MARK LOGO: CGS
 NM0895_PROJECTION: PROJECTING 91 CENTIMETERS
 NM0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0895+STABILITY: SURFACE MOTION
 NM0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0895+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0895
 NM0895  HISTORY     - Date     Condition        Report By
 NM0895  HISTORY     - 1935     MONUMENTED       CGS
 NM0895  HISTORY     - 1948     GOOD             CGS
 NM0895  HISTORY     - 1949     GOOD             CGS
 NM0895  HISTORY     - 1962     GOOD             USGS
 NM0895  HISTORY     - 20200924 GOOD             NEGS
 NM0895
 NM0895                          STATION DESCRIPTION
 NM0895
 NM0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM0895'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 11, T. 31 N.,
 NM0895'R. 4 E., ABOUT 3 MILES NORTHWEST OF NEWCASTLE AND 3 MILES
 NM0895'SOUTHEAST OF MASKELL, ON A HILL OVERLOOKING THE MISSOURI
 NM0895'VALLEY TO THE NORTH AND VERMILLION SOUTH DAKOTA IS ON THE
 NM0895'NORTH.
 NM0895'
 NM0895'TO REACH FROM THE SECURITY STATE BANK IN MASKELL, GO 0.05
 NM0895'MILE TO NORTH END OF TOWN, TURN RIGHT (EAST) ON A GRADED DIRT
 NM0895'ROAD AND GO 1.5 MILES, TURN RIGHT (SOUTH) AT T-FORK, FOLLOWING
 NM0895'MAIN ROAD AND GO 2.0 MILES, TURN SHARP LEFT (NORTH) AND GO
 NM0895'0.35 MILE, TURN RIGHT (NORTHEAST AND EAST) ON A DIM ROAD
 NM0895'ACROSS FIELD PASSING A CLUMP OF BUSHES.  GO 0.25 MILE TO TOP
 NM0895'OF RIDGE, TURN SHARP RIGHT (WEST) (SOUTH) AND GO 0.05 MILE TO
 NM0895'100 FEET SOUTH OF POINT OF RISE AND STATION.  STATION IS IN
 NM0895'AN EAST-WEST FENCE LINE.
 NM0895'
 NM0895'REFERENCE MARK NO. 1 IS LOCATED 98.55 FEET EAST-NORTHEAST
 NM0895'OF STATION, 40 FEET SOUTHEAST OF TOP OF RIDGE.
 NM0895'
 NM0895'REFERENCE MARK NO. 2 IS LOCATED 135.18 FEET NORTH-NORTHWEST
 NM0895'OF STATION, 20 FEET SOUTHWEST OF TOP OF RIDGE.
 NM0895'
 NM0895'AZIMUTH MARK IS LOCATED 0.7 MILE SOUTH-SOUTHWEST OF STATION
 NM0895'ON RIGHT (WEST) OF NORTH-SOUTH ROAD, 30 FEET WEST OF CENTERLINE
 NM0895'OF ROAD, IN NORTH-SOUTH FENCE LINE, JUST NORTH OF TURN IN
 NM0895'ROAD.
 NM0895'
 NM0895'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM0895
 NM0895                          STATION RECOVERY (1948)
 NM0895
 NM0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0895'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1948 AND
 NM0895'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 NM0895'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  A DIFFERENCE
 NM0895'WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.  A COMPLETE
 NM0895'NEW DESCRIPTION FOLLOWS.
 NM0895'
 NM0895'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF NEWCASTLE, ABOUT
 NM0895'3 MILES SOUTHEAST OF MASKELL, ABOUT 7-3/4 MILES SOUTH OF
 NM0895'VERMILLION, SOUTH DAKOTA, ON A HILL OVERLOOKING THE MISSOURI
 NM0895'RIVER TO THE NORTH.  IT IS SET IN AN EAST-WEST FENCE LINE,
 NM0895'0.25 MILE EAST OF A DIRT ROAD, AND IS ABOUT 150 FEET SOUTH
 NM0895'OF THE HIGHEST POINT OF THE HILL.  THE DISK IS STAMPED
 NM0895'WILLOUGHBY 1935.
 NM0895'
 NM0895'REFERENCE MARK NO. 1 IS 98.55 FEET NORTH-NORTHEAST OF THE
 NM0895'STATION, AND IS ABOUT 40 FEET SOUTHEAST OF THE TOP OF THE
 NM0895'HILL.  THE DISK IS STAMPED WILLOUGHBY NO 1 1935.
 NM0895'
 NM0895'REFERENCE MARK NO. 2 IS 135.18 FEET NORTH-NORTHWEST OF THE
 NM0895'STATION, AND ABOUT 20 FEET SOUTHWEST OF THE TOP OF THE HILL.
 NM0895'THE DISK IS STAMPED WILLOUGHBY NO 2 1935.
 NM0895'
 NM0895'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH-SOUTHWEST OF THE
 NM0895'STATION, 30 FEET WEST OF THE CENTER LINE OF A DIRT ROAD AND
 NM0895'JUST NORTH OF A SIDE ROAD EAST.  THE DISK IS STAMPED WILLOUGHBY
 NM0895'1935.
 NM0895'
 NM0895'TO REACH THE STATION FROM THE POST OFFICE IN NEWCASTLE,
 NM0895'GO WEST ON STATE HIGHWAY 12 FOR 2.5 MILES TO A CROSSROAD.
 NM0895'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.6 MILE TO A
 NM0895'SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 1.05 MILE TO A
 NM0895'T ROAD INTERSECTION AND THE AZIMUTH MARK ON THE LEFT JUST
 NM0895'AFTER TURNING TO THE RIGHT.  CONTINUE NORTH FOR 0.8 MILE
 NM0895'THENCE TURN RIGHT AND GO EAST ALONG FENCE LINE FOR 0.25 MILE
 NM0895'TO THE STATION.
 NM0895'
 NM0895'HEIGHT OF TOWER- 64 FEET.
 NM0895
 NM0895                          STATION RECOVERY (1949)
 NM0895
 NM0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0895'4.4 MI SE FROM MASKELL.
 NM0895'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0895'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0895'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0895'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 NM0895'ALONG A DIM PRIVATE ROAD, AT THE TOP OF A HILL AND IN AN
 NM0895'EAST-WEST FENCE LINE, 135 FEET SOUTH OF THE HIGHEST POINT OF
 NM0895'THE HILL, 20 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 NM0895'2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0895'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 NM0895
 NM0895                          STATION RECOVERY (1962)
 NM0895
 NM0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0895'RECOVERED IN GOOD CONDITION.
 NM0895
 NM0895                          STATION RECOVERY (2020)
 NM0895
 NM0895'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0895'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 12 AND NE. HIGHWAY 15 NORTH,
 NM0895'APPROXIMATELY 4.5 MI (7.2 KM) WEST OF NEWCASTLE, GO EAST ON NE.
 NM0895'HIGHWAY 12 FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF NE. HIGHWAY 12
 NM0895'AND 8845 ROAD.  TURN LEFT (NORTH) AND GO 0.35 MI (0.56 KM) TO AN EAST
 NM0895'AND WEST SECTION LINE FENCE.  THE MONUMENT IS 0.17 MI (0.27 KM) EAST
 NM0895'OF THE CENTERLINE OF 8845 ROAD, 135 FT (41.1 M) SOUTH OF THE HIGHEST
 NM0895'POINT OF THE HILL AND 2.0 FT (0.6 M) WEST OF A REFERENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0898 ***********************************************************************
 NM0898  DESIGNATION -  WILLOUGHBY AZ MK
 NM0898  PID         -  NM0898
 NM0898  STATE/COUNTY-  NE/DIXON
 NM0898  COUNTRY     -  US
 NM0898  USGS QUAD   -  MASKELL (2017)
 NM0898
 NM0898                         *CURRENT SURVEY CONTROL
 NM0898  ______________________________________________________________________
 NM0898* NAD 83(1986) POSITION- 42 39 31.     (N) 096 56 15.     (W)   SCALED
 NM0898* NAVD 88 ORTHO HEIGHT -   432.504 (meters)     1418.97  (feet) ADJUSTED
 NM0898  ______________________________________________________________________
 NM0898  GEOID HEIGHT    -        -25.454 (meters)                     GEOID18
 NM0898  DYNAMIC HEIGHT  -        432.367 (meters)     1418.52  (feet) COMP
 NM0898  MODELED GRAVITY -    980,290.5   (mgal)                       NAVD 88
 NM0898
 NM0898  VERT ORDER      -  SECOND    CLASS 0
 NM0898
 NM0898.The horizontal coordinates were scaled from a map and have
 NM0898.an estimated accuracy of +/- 6 seconds.
 NM0898
 NM0898.The orthometric height was determined by differential leveling and
 NM0898.adjusted by the NATIONAL GEODETIC SURVEY
 NM0898.in June 1991.
 NM0898
 NM0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0898.GEOID18 height accuracy estimate available here.
 NM0898
 NM0898.Click photographs - Photos may exist for this station.
 NM0898
 NM0898.The dynamic height is computed by dividing the NAVD 88
 NM0898.geopotential number by the normal gravity value computed on the
 NM0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0898.degrees latitude (g = 980.6199 gals.).
 NM0898
 NM0898.The modeled gravity was interpolated from observed gravity values.
 NM0898
 NM0898;                    North         East    Units  Estimated Accuracy
 NM0898;SPC NE       -   318,150.      751,010.      MT  (+/- 180 meters Scaled)
 NM0898
 NM0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN690249(NAD 83)
 NM0898
 NM0898                          SUPERSEDED SURVEY CONTROL
 NM0898
 NM0898  NGVD 29 (??/??/92)  432.305  (m)         1418.32   (f) ADJ UNCH    2 0
 NM0898
 NM0898.Superseded values are not recommended for survey control.
 NM0898
 NM0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0898.See file dsdata.pdf to determine how the superseded data were derived.
 NM0898
 NM0898_MARKER: DZ = AZIMUTH MARK DISK
 NM0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0898_STAMPING: WILLOUGHBY 1935
 NM0898_MARK LOGO: CGS
 NM0898_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0898+STABILITY: SURFACE MOTION
 NM0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0898+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0898
 NM0898  HISTORY     - Date     Condition        Report By
 NM0898  HISTORY     - 1935     MONUMENTED       CGS
 NM0898  HISTORY     - 1949     GOOD             CGS
 NM0898  HISTORY     - 1962     GOOD             USGS
 NM0898  HISTORY     - 20200924 GOOD             NEGS
 NM0898
 NM0898                          STATION DESCRIPTION
 NM0898
 NM0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0898'4.2 MI SE FROM MASKELL.
 NM0898'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0898'SCHOOL AT MASKELL, THENCE 1.45 MILE EAST ALONG A GRADED DIRT
 NM0898'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0898'THENCE 0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, 79 FEET NORTH
 NM0898'OF THE EXTENDED CENTER LINE OF A T ROAD LEADING EAST, 27 FEET
 NM0898'WEST OF THE NORTH-SOUTH ROAD, 48.0 FEET NORTH OF A POWER
 NM0898'TRANSMISSION LINE POLE, 1.0 FOOT NORTH OF A REFERENCE POST,
 NM0898'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0898'THE GROUND.
 NM0898
 NM0898                          STATION RECOVERY (1962)
 NM0898
 NM0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0898'RECOVERED IN GOOD CONDITION.
 NM0898
 NM0898                          STATION RECOVERY (2020)
 NM0898
 NM0898'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0898'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 12 AND NE. HIGHWAY 15 NORTH,
 NM0898'APPROXIMATELY 4.5 MI (7.2 KM) WEST OF NEWCASTLE, GO EAST ON NE.
 NM0898'HIGHWAY 12 FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF NE. HIGHWAY 12
 NM0898'AND 8845 ROAD.  TURN RIGHT (SOUTH) AND GO 0.4 MI (0.6 KM) TO 885 ROAD
 NM0898'AND THE MARK ON THE RIGHT (WEST).  THE MARK IS 53.5 FT (16.3 M) EAST
 NM0898'TO NAIL IN THE TOP OF CORNER FENCE POST, 22.9 FT (7.0 M) WEST OF 8845
 NM0898'ROAD, 48.28 FT (14.7 M) SOUTH TO NAIL IN SIDE OF POWER POLE AND 72 FT
 NM0898'(21.9 M) NORTH OF PROJECTED CENTERLINE OF 885 ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0896 ***********************************************************************
 NM0896  DESIGNATION -  WILLOUGHBY RM 1
 NM0896  PID         -  NM0896
 NM0896  STATE/COUNTY-  NE/DIXON
 NM0896  COUNTRY     -  US
 NM0896  USGS QUAD   -  MASKELL (2017)
 NM0896
 NM0896                         *CURRENT SURVEY CONTROL
 NM0896  ______________________________________________________________________
 NM0896* NAD 83(1986) POSITION- 42 40 11.07   (N) 096 56 02.91   (W)   HD_HELD1
 NM0896* NAVD 88 ORTHO HEIGHT -   462.490 (meters)     1517.35  (feet) ADJUSTED
 NM0896  ______________________________________________________________________
 NM0896  GEOID HEIGHT    -        -25.471 (meters)                     GEOID18
 NM0896  DYNAMIC HEIGHT  -        462.345 (meters)     1516.88  (feet) COMP
 NM0896  MODELED GRAVITY -    980,293.3   (mgal)                       NAVD 88
 NM0896
 NM0896  VERT ORDER      -  SECOND    CLASS 0
 NM0896
 NM0896.The horizontal coordinates were determined by differentially corrected
 NM0896.hand held GPS observations or other comparable positioning techniques
 NM0896.and have an estimated accuracy of +/- 3 meters.
 NM0896
 NM0896.The orthometric height was determined by differential leveling and
 NM0896.adjusted by the NATIONAL GEODETIC SURVEY
 NM0896.in June 1991.
 NM0896
 NM0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0896.GEOID18 height accuracy estimate available here.
 NM0896
 NM0896.Click photographs - Photos may exist for this station.
 NM0896
 NM0896.The dynamic height is computed by dividing the NAVD 88
 NM0896.geopotential number by the normal gravity value computed on the
 NM0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0896.degrees latitude (g = 980.6199 gals.).
 NM0896
 NM0896.The modeled gravity was interpolated from observed gravity values.
 NM0896
 NM0896;                    North         East    Units  Estimated Accuracy
 NM0896;SPC NE       -   319,390.6     751,241.3     MT  (+/- 3 meters HH1 GPS) 
 NM0896
 NM0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6928626210(NAD 83)
 NM0896
 NM0896                          SUPERSEDED SURVEY CONTROL
 NM0896
 NM0896  NGVD 29 (??/??/92)  462.294  (m)         1516.71   (f) ADJ UNCH    2 0
 NM0896
 NM0896.Superseded values are not recommended for survey control.
 NM0896
 NM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0896.See file dsdata.pdf to determine how the superseded data were derived.
 NM0896
 NM0896_MARKER: DR = REFERENCE MARK DISK
 NM0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0896_STAMPING: WILLOUGHBY NO 1 1935
 NM0896_MARK LOGO: CGS
 NM0896_PROJECTION: PROJECTING 20 CENTIMETERS
 NM0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0896+STABILITY: SURFACE MOTION
 NM0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0896+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 NM0896
 NM0896  HISTORY     - Date     Condition        Report By
 NM0896  HISTORY     - 1935     MONUMENTED       CGS
 NM0896  HISTORY     - 1949     GOOD             CGS
 NM0896  HISTORY     - 1962     GOOD             USGS
 NM0896  HISTORY     - 20210914 GOOD             NDOT
 NM0896
 NM0896                          STATION DESCRIPTION
 NM0896
 NM0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0896'4.4 MI SE FROM MASKELL.
 NM0896'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0896'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0896'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0896'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE
 NM0896'EAST ALONG A DIM PRIVATE ROAD, AT THE TOP OF A HILL, 98.7
 NM0896'FEET SOUTHEAST OF TRIANGULATION STATION WILLOUGHBY 1935, 56 FEET
 NM0896'SOUTHWEST OF THE HIGHEST POINT OF THE HILL, 28 FEET NORTHWEST
 NM0896'OF THE CENTER LINE OF A PRIVATE ROAD, 2.0 FEET EAST OF A
 NM0896'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0896'0.3 FOOT ABOVE THE GROUND.
 NM0896
 NM0896                          STATION RECOVERY (1962)
 NM0896
 NM0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0896'RECOVERED IN GOOD CONDITION.
 NM0896
 NM0896                          STATION RECOVERY (2021)
 NM0896
 NM0896'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2021 (MN)
 NM0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0897 ***********************************************************************
 NM0897  DESIGNATION -  WILLOUGHBY RM 2
 NM0897  PID         -  NM0897
 NM0897  STATE/COUNTY-  NE/DIXON
 NM0897  COUNTRY     -  US
 NM0897  USGS QUAD   -  MASKELL (2017)
 NM0897
 NM0897                         *CURRENT SURVEY CONTROL
 NM0897  ______________________________________________________________________
 NM0897* NAD 83(1986) POSITION- 42 40 11.53   (N) 096 56 03.61   (W)   HD_HELD1
 NM0897* NAVD 88 ORTHO HEIGHT -   463.314 (meters)     1520.06  (feet) ADJUSTED
 NM0897  ______________________________________________________________________
 NM0897  GEOID HEIGHT    -        -25.471 (meters)                     GEOID18
 NM0897  DYNAMIC HEIGHT  -        463.169 (meters)     1519.58  (feet) COMP
 NM0897  MODELED GRAVITY -    980,293.4   (mgal)                       NAVD 88
 NM0897
 NM0897  VERT ORDER      -  SECOND    CLASS 0
 NM0897
 NM0897.The horizontal coordinates were determined by differentially corrected
 NM0897.hand held GPS observations or other comparable positioning techniques
 NM0897.and have an estimated accuracy of +/- 3 meters.
 NM0897
 NM0897.The orthometric height was determined by differential leveling and
 NM0897.adjusted by the NATIONAL GEODETIC SURVEY
 NM0897.in June 1991.
 NM0897
 NM0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0897.GEOID18 height accuracy estimate available here.
 NM0897
 NM0897.Click photographs - Photos may exist for this station.
 NM0897
 NM0897.The dynamic height is computed by dividing the NAVD 88
 NM0897.geopotential number by the normal gravity value computed on the
 NM0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0897.degrees latitude (g = 980.6199 gals.).
 NM0897
 NM0897.The modeled gravity was interpolated from observed gravity values.
 NM0897
 NM0897;                    North         East    Units  Estimated Accuracy
 NM0897;SPC NE       -   319,404.2     751,224.9     MT  (+/- 3 meters HH1 GPS) 
 NM0897
 NM0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6927026223(NAD 83)
 NM0897
 NM0897                          SUPERSEDED SURVEY CONTROL
 NM0897
 NM0897  NGVD 29 (??/??/92)  463.117  (m)         1519.41   (f) ADJ UNCH    2 0
 NM0897
 NM0897.Superseded values are not recommended for survey control.
 NM0897
 NM0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0897.See file dsdata.pdf to determine how the superseded data were derived.
 NM0897
 NM0897_MARKER: DR = REFERENCE MARK DISK
 NM0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0897_STAMPING: WILLOUGHBY NO 2 1935
 NM0897_MARK LOGO: CGS
 NM0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0897+STABILITY: SURFACE MOTION
 NM0897
 NM0897  HISTORY     - Date     Condition        Report By
 NM0897  HISTORY     - 1935     MONUMENTED       CGS
 NM0897  HISTORY     - 1949     GOOD             CGS
 NM0897  HISTORY     - 1962     GOOD             USGS
 NM0897
 NM0897                          STATION DESCRIPTION
 NM0897
 NM0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0897'4.4 MI S FROM MASKELL.
 NM0897'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0897'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0897'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0897'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE
 NM0897'EAST ALONG A DIM PRIVATE ROAD, AT THE TOP OF A HILL, 135.4 FEET
 NM0897'NORTH OF TRIANGULATION STATION WILLOUGHBY 1935, 16 FEET WEST
 NM0897'OF THE HIGHEST POINT OF THE HILL, 114 FEET NORTH OF THE CENTER
 NM0897'LINE OF A PRIVATE ROAD, 2.0 FEET WEST OF A REFERENCE POST,
 NM0897'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM0897'ABOVE THE GROUND.
 NM0897
 NM0897                          STATION RECOVERY (1962)
 NM0897
 NM0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0365 ***********************************************************************
 LJ0365  DESIGNATION -  WILLOW
 LJ0365  PID         -  LJ0365
 LJ0365  STATE/COUNTY-  NE/DAWSON
 LJ0365  COUNTRY     -  US
 LJ0365  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0365
 LJ0365                         *CURRENT SURVEY CONTROL
 LJ0365  ______________________________________________________________________
 LJ0365* NAD 83(1995) POSITION- 40 53 16.11783(N) 100 04 20.39651(W)   ADJUSTED
 LJ0365* NAVD 88 ORTHO HEIGHT -   769.1   (meters)     2523.    (feet) VERTCON
 LJ0365  ______________________________________________________________________
 LJ0365  GEOID HEIGHT    -        -23.272 (meters)                     GEOID18
 LJ0365  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 LJ0365  HORZ ORDER      -  FIRST
 LJ0365
 LJ0365.The horizontal coordinates were established by classical geodetic methods
 LJ0365.and adjusted by the National Geodetic Survey in August 1997.
 LJ0365
 LJ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0365
 LJ0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0365.GEOID18 height accuracy estimate available here.
 LJ0365
 LJ0365.Click photographs - Photos may exist for this station.
 LJ0365
 LJ0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0365
 LJ0365. The following values were computed from the NAD 83(1995) position.
 LJ0365
 LJ0365;                    North         East     Units Scale Factor Converg.
 LJ0365;SPC NE       -   117,078.162   493,905.726   MT  0.99971636   -0 02 52.6
 LJ0365;SPC NE       -   384,113.94  1,620,422.37   sFT  0.99971636   -0 02 52.6
 LJ0365;UTM  14      - 4,526,856.485   409,661.695   MT  0.99970045   -0 42 07.1
 LJ0365
 LJ0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0365!SPC NE       -   0.99988302  x   0.99971636  =   0.99959942
 LJ0365!UTM  14      -   0.99988302  x   0.99970045  =   0.99958351
 LJ0365
 LJ0365:                Primary Azimuth Mark                     Grid Az
 LJ0365:SPC NE       -  WILLOW AZ MK                             158 29 12.0
 LJ0365:UTM  14      -  WILLOW AZ MK                             159 08 26.5
 LJ0365
 LJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0966126856(NAD 83)
 LJ0365
 LJ0365|---------------------------------------------------------------------|
 LJ0365| PID    Reference Object                     Distance      Geod. Az  |
 LJ0365|                                                           dddmmss.s |
 LJ0365| LJ0368 WILLOW ISLAND ST PATRICKS CH        426.607 METERS 0880849.8 |
 LJ0365| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.11.3 KM 0953816.9 |
 LJ0365| LH1084 COZAD MUNICIPAL TANK                APPROX. 7.8 KM 1143753.5 |
 LJ0365| LJ0367 WILLOW AZ MK                        APPROX. 0.9 KM 1582619.4 |
 LJ0365| LJ0366 80 13 A                             399.555 METERS 17143     |
 LJ0365| CO2781 WILLOW RM 1                          33.583 METERS 23050     |
 LJ0365| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX. 8.1 KM 2975048.5 |
 LJ0365| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 9.2 KM 3070145.3 |
 LJ0365| CO2782 WILLOW RM 2                          27.752 METERS 31117     |
 LJ0365| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX. 9.5 KM 3295910.3 |
 LJ0365|---------------------------------------------------------------------|
 LJ0365
 LJ0365                          SUPERSEDED SURVEY CONTROL
 LJ0365
 LJ0365  NAD 83(1986)-  40 53 16.12485(N)    100 04 20.40189(W) AD(       ) 1
 LJ0365  NAD 27      -  40 53 16.09213(N)    100 04 18.95587(W) AD(       ) 1
 LJ0365  NGVD 29 (07/19/86)  768.8    (m)         2522.     (f) VERT ANG       
 LJ0365
 LJ0365.Superseded values are not recommended for survey control.
 LJ0365
 LJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0365.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0365
 LJ0365_MARKER: DS = TRIANGULATION STATION DISK
 LJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0365_STAMPING: WILLOW 1934
 LJ0365_MARK LOGO: CGS
 LJ0365_PROJECTION: FLUSH
 LJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0365+STABILITY: SURFACE MOTION
 LJ0365
 LJ0365  HISTORY     - Date     Condition        Report By
 LJ0365  HISTORY     - 1934     MONUMENTED       CGS
 LJ0365  HISTORY     - 1951     GOOD             CGS
 LJ0365  HISTORY     - 1967     GOOD             NEDR
 LJ0365
 LJ0365                          STATION DESCRIPTION
 LJ0365
 LJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0365'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC. 29, T.
 LJ0365'11 N., R. 24 W., IN THE VILLAGE OF WILLOW ISLAND, ON PROPERTY
 LJ0365'OWNED BY CHARLES A. CUNNINGHAM, ON A PLOT OF GROUND ON THE
 LJ0365'SOUTH SIDE OF THE UNION PACIFIC RAILROAD TRACKS, 112 FEET
 LJ0365'SOUTH OF THE SOUTH RAIL, 32 FEET SOUTH OF A LINE OF TELEPHONE
 LJ0365'POLES, 38 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD (DIRT),
 LJ0365'70 FEET NORTH OF EAST-WEST FENCE, AND 180 FEET WEST OF
 LJ0365'CENTERLINE OF NORTH-SOUTH DIRT ROAD.
 LJ0365'
 LJ0365'REFERENCE MARK NO. 1 IS SET IN EAST-WEST FENCE LINE, 261.5 FEET
 LJ0365'WEST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD, 32 FEET SOUTH
 LJ0365'OF CENTERLINE OF EAST-WEST DIRT ROAD.
 LJ0365'
 LJ0365'REFERENCE MARK NO. 2 IS SET IN THE SOUTH RIGHT-OF-WAY FENCE OF
 LJ0365'THE UNION PACIFIC RAILROAD, 90 FEET SOUTH OF SOUTH RAIL, 99
 LJ0365'FEET NORTHEAST OF NORTHEAST CORNER OF A FRAME HOUSE SOUTH OF
 LJ0365'THE RAILROAD TRACKS.
 LJ0365'
 LJ0365'AZIMUTH MARK IS SET IN FENCE LINE OF THE NORTH ONE OF TWO
 LJ0365'EAST-WEST FENCES, ABOUT 350 FEET EAST-NORTHEAST OF FRAME
 LJ0365'HOUSE, 210 FEET WEST-NORTHWEST OF WOODEN BARN.  TO REACH FROM
 LJ0365'STATION, GO SOUTH ON DIRT ROAD JUST EAST OF STATION FOR 0.2
 LJ0365'MILE, TURN LEFT (SOUTHEAST) THROUGH FIELD FOR 0.2 MILE TO
 LJ0365'SOUTH FENCE AND AZIMUTH MARK.  ALL MARKS PROJECT ABOUT 8
 LJ0365'INCHES ABOVE THE GROUND.
 LJ0365'
 LJ0365'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LJ0365
 LJ0365                          STATION RECOVERY (1951)
 LJ0365
 LJ0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0365'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LJ0365'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LJ0365'
 LJ0365'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0365'
 LJ0365'THE STATION IS LOCATED 0.1 MILE WEST OF THE DEPOT AND AT THE
 LJ0365'SOUTH EDGE OF THE VILLAGE OF WILLOW ISLAND.  IT IS 180.0 FEET
 LJ0365'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 167.0 FEET
 LJ0365'EAST OF THE SOUTHEAST CORNER OF A HOUSE, 112.0 FEET SOUTH
 LJ0365'OF THE SOUTH RAIL OF A RAILROAD, 39.0 FEET NORTH OF THE CENTER
 LJ0365'OF AN EAST-WEST GRADED ROAD AND 34.0 FEET SOUTH OF A TELEPHONE
 LJ0365'POLE.  IT IS SET FLUSH AND STAMPED WILLOW 1934.
 LJ0365'
 LJ0365'REFERENCE MARK NO. 1 IS 115.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 LJ0365'CORNER OF A HOUSE, 25.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0365'GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS
 LJ0365'6 INCHES AND IS STAMPED WILLOW NO 1 1934.
 LJ0365'
 LJ0365'REFERENCE MARK NO 2 IS 86.0 FEET SOUTH OF THE SOUTH RAIL OF A
 LJ0365'RAILROAD, 17.0 FEET EAST-SOUTHEAST OF A TELEPHONE POLE AND SET
 LJ0365'IN THE RAILROAD RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 4 INCHES
 LJ0365'AND IS STAMPED WILLOW NO 2 1934.
 LJ0365'
 LJ0365'THE AZIMUTH MARK IS 93.0 FEET EAST-NORTHEAST OF A WINDMILL
 LJ0365'AND SET IN AN EAST-WEST FENCE LINE.  IT IS A STANDARD REFERENCE
 LJ0365'MARK DISK PROJECTING 2 INCHES AND STAMPED WILLOW AZI 1934.
 LJ0365'
 LJ0365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 LJ0365'GRAVELED ROAD FOR 0.45 MILE TO A GATE ON THE LEFT AND A FARM
 LJ0365'LANE LEADING EAST.  TURN LEFT, EAST, THROUGH GATE AND FOLLOW ON
 LJ0365'SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.15 MILE TO A
 LJ0365'WINDMILL ON THE RIGHT AT THE EAST EDGE OF SOME FARM BUILDINGS
 LJ0365'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LJ0365
 LJ0365                          STATION RECOVERY (1967)
 LJ0365
 LJ0365'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0365'STATION, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK WERE FOUND TO
 LJ0365'BE IN GOOD CONDITION AND AS DESCRIBED IN RECOVERY NOTE OF 1951.
 LJ0365'
 LJ0365'TO REACH IS ADEQUATE AS DESCRIBED IN RECOVERY NOTE OF 1951.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0393 ***********************************************************************
 NO0393  DESIGNATION -  WILLOW
 NO0393  PID         -  NO0393
 NO0393  STATE/COUNTY-  NE/CHERRY
 NO0393  COUNTRY     -  US
 NO0393  USGS QUAD   -  ARABIA (2017)
 NO0393
 NO0393                         *CURRENT SURVEY CONTROL
 NO0393  ______________________________________________________________________
 NO0393* NAD 83(1995) POSITION- 42 41 34.41591(N) 100 21 05.10089(W)   ADJUSTED
 NO0393* NAVD 88 ORTHO HEIGHT -   849.    (meters)     2785.    (feet) SCALED
 NO0393  ______________________________________________________________________
 NO0393  GEOID HEIGHT    -        -21.907 (meters)                     GEOID18
 NO0393  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 NO0393  HORZ ORDER      -  THIRD
 NO0393
 NO0393.The horizontal coordinates were established by classical geodetic methods
 NO0393.and adjusted by the National Geodetic Survey in August 1997.
 NO0393
 NO0393.The orthometric height was scaled from a topographic map.
 NO0393
 NO0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0393.GEOID18 height accuracy estimate available here.
 NO0393
 NO0393.Click photographs - Photos may exist for this station.
 NO0393
 NO0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0393
 NO0393. The following values were computed from the NAD 83(1995) position.
 NO0393
 NO0393;                    North         East     Units Scale Factor Converg.
 NO0393;SPC NE       -   317,565.591   471,206.545   MT  0.99987370   -0 13 58.4
 NO0393;SPC NE       - 1,041,879.78  1,545,950.14   sFT  0.99987370   -0 13 58.4
 NO0393;UTM  14      - 4,727,597.355   389,300.390   MT  0.99975076   -0 54 59.2
 NO0393
 NO0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0393!SPC NE       -   0.99987026  x   0.99987370  =   0.99974398
 NO0393!UTM  14      -   0.99987026  x   0.99975076  =   0.99962105
 NO0393
 NO0393:                Primary Azimuth Mark                     Grid Az
 NO0393:SPC NE       -  WILLOW AZ MK                             064 22 42.8
 NO0393:UTM  14      -  WILLOW AZ MK                             065 03 43.6
 NO0393
 NO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8930027597(NAD 83)
 NO0393
 NO0393|---------------------------------------------------------------------|
 NO0393| PID    Reference Object                     Distance      Geod. Az  |
 NO0393|                                                           dddmmss.s |
 NO0393| CO4097 WILLOW AZ MK                                       0640844.4 |
 NO0393| CO4098 WILLOW RM 1                           9.772 METERS 10347     |
 NO0393| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX.11.0 KM 1211704.4 |
 NO0393| CO4099 WILLOW RM 2                          10.515 METERS 35133     |
 NO0393|---------------------------------------------------------------------|
 NO0393
 NO0393                          SUPERSEDED SURVEY CONTROL
 NO0393
 NO0393  NAD 83(1986)-  42 41 34.41921(N)    100 21 05.11061(W) AD(       ) 3
 NO0393  NAD 27      -  42 41 34.41100(N)    100 21 03.64800(W) AD(       ) 3
 NO0393
 NO0393.Superseded values are not recommended for survey control.
 NO0393
 NO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0393.See file dsdata.pdf to determine how the superseded data were derived.
 NO0393
 NO0393_MARKER: DS = TRIANGULATION STATION DISK
 NO0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0393_STAMPING: WILLOW 1949
 NO0393_MARK LOGO: CGS
 NO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0393+STABILITY: SURFACE MOTION
 NO0393
 NO0393  HISTORY     - Date     Condition        Report By
 NO0393  HISTORY     - 1949     MONUMENTED       CGS
 NO0393
 NO0393                          STATION DESCRIPTION
 NO0393
 NO0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0393'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHEAST OF
 NO0393'ARABIA AND 3.5 MILES NORTHWEST OF WOOD LAKE ON LAND OWNED BY
 NO0393'THE WILLOW GROVE CATTLE COMPANY.  IT IS NEAR THE CENTER OF THE TOP
 NO0393'OF PROMINENT SANDY HILL, 3 FEET NORTHEAST OF WITNESS POST.
 NO0393'IT IS STAMPED WILLOW 1949 AND PROJECTS 1 INCH.
 NO0393'
 NO0393'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, NEAR
 NO0393'THE SOUTHEAST EDGE OF THE TOP OF THE HILL AND ABOUT 2 FEET
 NO0393'LOWER THAN THE STATION IN ELEVATION.  IT IS STAMPED WILLOW
 NO0393'NO 1 1949 AND PROJECTS 1 INCH.
 NO0393'
 NO0393'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, NEAR
 NO0393'THE NORTH EDGE OF THE TOP OF THE HILL.  IT IS STAMPED WILLOW
 NO0393'NO 2 1949 AND PROJECTS 2 INCHES.
 NO0393'
 NO0393'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 NO0393'IS 55.3 FEET.
 NO0393'
 NO0393'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 75 FEET EAST
 NO0393'OF THE CENTER OF U.S. HIGHWAY 20, 40 FEET WEST OF THE WEST
 NO0393'RAIL OF RAILROAD TRACKS AND 2 FEET NORTH OF WITNESS POST.
 NO0393'IT IS STAMPED WILLOW 1949 AND PROJECTS 2 INCHES.
 NO0393'
 NO0393'TO REACH THE STATION FROM THE RAILROAD STATION IN ARABIA,
 NO0393'GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 2.7 MILES TO ROAD RIGHT
 NO0393'AT SIGN WILLOW GROVE CATTLE COMPANY, (CONTINUE SOUTHEAST ON
 NO0393'U.S. HIGHWAY 20 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 NO0393'AS DESCRIBED), TURN RIGHT, CROSSING CATTLE GUARD AND GO
 NO0393'SOUTHWEST ON TRACK ROAD FOR 0.9 MILE TO CATTLE GUARD, TURN
 NO0393'LEFT BEFORE REACHING CATTLE GUARD AND GO SOUTH-SOUTHEAST
 NO0393'ACROSS PASTURE FOR 0.2 MILE TO TOP OF HILL AND STATION AS
 NO0393'DESCRIBED.
 NO0393'
 NO0393'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0501 ***********************************************************************
 NO0501  DESIGNATION -  WILLOW
 NO0501  PID         -  NO0501
 NO0501  STATE/COUNTY-  NE/CHERRY
 NO0501  COUNTRY     -  US
 NO0501  USGS QUAD   -  NORTH VALLEY (2017)
 NO0501
 NO0501                         *CURRENT SURVEY CONTROL
 NO0501  ______________________________________________________________________
 NO0501* NAD 83(1995) POSITION- 42 31 06.25752(N) 101 47 38.40654(W)   ADJUSTED
 NO0501* NAVD 88 ORTHO HEIGHT -  1179.    (meters)     3868.    (feet) SCALED
 NO0501  ______________________________________________________________________
 NO0501  GEOID HEIGHT    -        -18.927 (meters)                     GEOID18
 NO0501  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 NO0501  HORZ ORDER      -  FIRST
 NO0501
 NO0501.The horizontal coordinates were established by classical geodetic methods
 NO0501.and adjusted by the National Geodetic Survey in August 1997.
 NO0501
 NO0501.The orthometric height was scaled from a topographic map.
 NO0501
 NO0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0501.GEOID18 height accuracy estimate available here.
 NO0501
 NO0501.Click photographs - Photos may exist for this station.
 NO0501
 NO0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0501
 NO0501. The following values were computed from the NAD 83(1995) position.
 NO0501
 NO0501;                    North         East     Units Scale Factor Converg.
 NO0501;SPC NE       -   299,656.202   352,615.935   MT  0.99981495   -1 11 20.0
 NO0501;SPC NE       -   983,122.06  1,156,874.11   sFT  0.99981495   -1 11 20.0
 NO0501;UTM  14      - 4,711,120.268   270,486.997   MT  1.00024814   -1 53 20.7
 NO0501
 NO0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0501!SPC NE       -   0.99981802  x   0.99981495  =   0.99963301
 NO0501!UTM  14      -   0.99981802  x   1.00024814  =   1.00006612
 NO0501
 NO0501:                Primary Azimuth Mark                     Grid Az
 NO0501:SPC NE       -  WILLOW AZ MK                             305 45 43.7
 NO0501:UTM  14      -  WILLOW AZ MK                             306 27 44.4
 NO0501
 NO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7048611120(NAD 83)
 NO0501
 NO0501|---------------------------------------------------------------------|
 NO0501| PID    Reference Object                     Distance      Geod. Az  |
 NO0501|                                                           dddmmss.s |
 NO0501| CQ4434 WILLOW RM 1                          12.414 METERS 21225     |
 NO0501| CQ4433 WILLOW AZ MK                                       3043423.7 |
 NO0501| CQ4435 WILLOW RM 2                          18.465 METERS 32241     |
 NO0501|---------------------------------------------------------------------|
 NO0501
 NO0501                          SUPERSEDED SURVEY CONTROL
 NO0501
 NO0501  NAD 83(1986)-  42 31 06.25204(N)    101 47 38.41088(W) AD(       ) 1
 NO0501  NAD 27      -  42 31 06.29700(N)    101 47 36.81500(W) AD(       ) 1
 NO0501
 NO0501.Superseded values are not recommended for survey control.
 NO0501
 NO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0501.See file dsdata.pdf to determine how the superseded data were derived.
 NO0501
 NO0501_MARKER: DS = TRIANGULATION STATION DISK
 NO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0501_STAMPING: WILLOW 1946
 NO0501_MARK LOGO: CGS
 NO0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0501+STABILITY: SURFACE MOTION
 NO0501
 NO0501  HISTORY     - Date     Condition        Report By
 NO0501  HISTORY     - 1946     MONUMENTED       CGS
 NO0501
 NO0501                          STATION DESCRIPTION
 NO0501
 NO0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0501'LOCATED ABOUT 30 MILES, AIRLINE, SOUTHEAST OF GORDON ON THE
 NO0501'HIGHEST POINT OF A HILLY RIDGE RUNNING IN A NORTH-SOUTH
 NO0501'DIRECTION.  IT IS APPROXIMATELY 150 YARDS WEST OF A
 NO0501'NORTH-SOUTH FENCE LINE AND 6 FEET SOUTH OF A 4-INCH SQUARE,
 NO0501'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED WILLOW
 NO0501'1946 AND PROJECTS 1 FOOT.
 NO0501'
 NO0501'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND
 NO0501'ABOUT 3.5 FEET LOWER THAN THE STATION.  IT IS STAMPED WILLOW
 NO0501'NO 1 1946 AND PROJECTS 1 FOOT.
 NO0501'
 NO0501'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND
 NO0501'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED WILLOW
 NO0501'NO 2 1946 AND PROJECTS 1 FOOT.
 NO0501'
 NO0501'AZIMUTH MARK IS ON TOP OF A ROUND GRASSY KNOLL, 0.15 MILE
 NO0501'EAST OF A WINDMILL AND 13 FEET NORTH OF THE CENTERLINE OF
 NO0501'AN EAST-WEST ROAD.  IT IS 3 FEET SOUTHEAST OF A 4-INCH SQUARE,
 NO0501'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED WILLOW
 NO0501'1946 AND PROJECTS 1 FOOT.
 NO0501'
 NO0501'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NO0501'HIGHWAY 27, AT THE SOUTH EDGE OF GORDON, GO SOUTH ON STATE
 NO0501'HIGHWAY 27, GRAVEL ROAD, FOR 20.0 MILES TO A SIDE ROAD LEFT
 NO0501'AND MAILBOX WITH WILMER RUSSELLS NAME ON IT.  TURN LEFT, EAST,
 NO0501'PASSING OVER CATTLE GUARD AND FOLLOW SAND ROAD FOR 3.7 MILES
 NO0501'TO A FORK, TAKE RIGHT FORK STRAIGHT AHEAD AND GO 0.1 MILE TO
 NO0501'A SCHOOLHOUSE ON THE LEFT.  CONTINUE FOR 1.15 MILES ON MAIN
 NO0501'TRAVELED ROAD TO A FORK, TAKE LEFT FORK, STRAIGHT AHEAD, AND
 NO0501'GO 2.75 MILES TO A FORK AND AN IRON SIGNPOST ON THE RIGHT.
 NO0501'TAKE LEFT FORK AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK
 NO0501'STRAIGHT AHEAD, AND GO 3.70 MILES TO A FORK.  TAKE LEFT
 NO0501'FORK AND GO 0.1 MILE TO A CROSSROAD, KEEPING STRAIGHT AHEAD
 NO0501'ON MAIN TRAVELED ROAD FOR 2.05 MILES TO A FORK AND
 NO0501'CATTLE GUARD.  TAKE RIGHT FORK, EASTERLY, FOR 1.35 MILES TO A
 NO0501'CATTLE GUARD AND FORKS, TAKE RIGHT FORK FOR 0.6 MILE, THEN
 NO0501'LEFT FORK FOR 1.6 MILE TO A CATTLE GUARD AND SHED ON THE
 NO0501'LEFT.  CONTINUE EASTERLY ON MAIN TRAVELED ROAD FOR 1.7
 NO0501'MILE TO A FORKS (LEFT GOES TO A RANCH).  CONTINUE STRAIGHT
 NO0501'AHEAD, EASTERLY, ON MAIN ROAD FOR 2.35 MILES TO A
 NO0501'WINDMILL ON THE RIGHT.  CONTINUE EASTERLY FOR 0.15 MILE TO
 NO0501'THE AZIMUTH MARK ON THE LEFT.  HERE TURN RIGHT, LEAVING MAIN
 NO0501'ROAD, AND GO SOUTHEASTERLY, UP HILL, FOR 0.9 MILE TO THE
 NO0501'HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0367 ***********************************************************************
 LJ0367  DESIGNATION -  WILLOW AZ MK
 LJ0367  PID         -  LJ0367
 LJ0367  STATE/COUNTY-  NE/DAWSON
 LJ0367  COUNTRY     -  US
 LJ0367  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0367
 LJ0367                         *CURRENT SURVEY CONTROL
 LJ0367  ______________________________________________________________________
 LJ0367* NAD 83(1995) POSITION- 40 52 50.28748(N) 100 04 06.94874(W)   ADJUSTED
 LJ0367* NAVD 88 ORTHO HEIGHT -   771.    (meters)     2530.    (feet) VERTCON
 LJ0367  ______________________________________________________________________
 LJ0367  GEOID HEIGHT    -        -23.294 (meters)                     GEOID18
 LJ0367  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 LJ0367  HORZ ORDER      -  SECOND
 LJ0367
 LJ0367.The horizontal coordinates were established by classical geodetic methods
 LJ0367.and adjusted by the National Geodetic Survey in August 1997.
 LJ0367
 LJ0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0367
 LJ0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0367.GEOID18 height accuracy estimate available here.
 LJ0367
 LJ0367.Click photographs - Photos may exist for this station.
 LJ0367
 LJ0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0367
 LJ0367. The following values were computed from the NAD 83(1995) position.
 LJ0367
 LJ0367;                    North         East     Units Scale Factor Converg.
 LJ0367;SPC NE       -   116,281.324   494,219.823   MT  0.99971770   -0 02 43.7
 LJ0367;SPC NE       -   381,499.64  1,621,452.87   sFT  0.99971770   -0 02 43.7
 LJ0367;UTM  14      - 4,526,056.128   409,966.671   MT  0.99969977   -0 41 57.9
 LJ0367
 LJ0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0367!SPC NE       -   0.99988268  x   0.99971770  =   0.99960041
 LJ0367!UTM  14      -   0.99988268  x   0.99969977  =   0.99958249
 LJ0367
 LJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0996626056(NAD 83)
 LJ0367
 LJ0367                          SUPERSEDED SURVEY CONTROL
 LJ0367
 LJ0367  NAD 83(1986)-  40 52 50.29452(N)    100 04 06.95405(W) AD(       ) 2
 LJ0367  NAD 27      -  40 52 50.26270(N)    100 04 05.50580(W) AD(       ) 2
 LJ0367  NGVD 29 (07/19/86)  771.     (m)         2530.     (f) VERT ANG       
 LJ0367
 LJ0367.Superseded values are not recommended for survey control.
 LJ0367
 LJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0367.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0367
 LJ0367_MARKER: DR = REFERENCE MARK DISK
 LJ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0367_STAMPING: WILLOW AZI 1934
 LJ0367_MARK LOGO: CGS
 LJ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0367+STABILITY: SURFACE MOTION
 LJ0367
 LJ0367  HISTORY     - Date     Condition        Report By
 LJ0367  HISTORY     - 1934     MONUMENTED       CGS
 LJ0367  HISTORY     - 1961     GOOD             CGS
 LJ0367
 LJ0367                          STATION DESCRIPTION
 LJ0367
 LJ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LJ0367'THE AZIMUTH MARK IS 93.0 FEET EAST-NORTHEAST OF A WINDMILL
 LJ0367'AND SET IN AN EAST-WEST FENCE LINE.  IT IS A STANDARD REFERENCE
 LJ0367'MARK DISK PROJECTING 2 INCHES AND STAMPED WILLOW AZI 1934.
 LJ0367'
 LJ0367'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 LJ0367'GRAVELED ROAD FOR 0.45 MILE TO A GATE ON THE LEFT AND A FARM
 LJ0367'LANE LEADING EAST.  TURN LEFT, EAST, THROUGH GATE AND FOLLOW ON
 LJ0367'SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.15 MILE TO A
 LJ0367'WINDMILL ON THE RIGHT AT THE EAST EDGE OF SOME FARM BUILDINGS
 LJ0367'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0368 ***********************************************************************
 LJ0368  DESIGNATION -  WILLOW ISLAND ST PATRICKS CH
 LJ0368  PID         -  LJ0368
 LJ0368  STATE/COUNTY-  NE/DAWSON
 LJ0368  COUNTRY     -  US
 LJ0368  USGS QUAD   -  WILLOW ISLAND (2017)
 LJ0368
 LJ0368                         *CURRENT SURVEY CONTROL
 LJ0368  ______________________________________________________________________
 LJ0368* NAD 83(1995) POSITION- 40 53 16.56457(N) 100 04 02.18308(W)   ADJUSTED
 LJ0368  ______________________________________________________________________
 LJ0368  GEOID HEIGHT    -        -23.276 (meters)                     GEOID18
 LJ0368  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LJ0368  HORZ ORDER      -  THIRD
 LJ0368
 LJ0368.The horizontal coordinates were established by classical geodetic methods
 LJ0368.and adjusted by the National Geodetic Survey in August 1997.
 LJ0368
 LJ0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0368.GEOID18 height accuracy estimate available here.
 LJ0368
 LJ0368.Click photographs - Photos may exist for this station.
 LJ0368
 LJ0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0368
 LJ0368. The following values were computed from the NAD 83(1995) position.
 LJ0368
 LJ0368;                    North         East     Units Scale Factor Converg.
 LJ0368;SPC NE       -   117,091.594   494,332.000   MT  0.99971633   -0 02 40.5
 LJ0368;SPC NE       -   384,158.00  1,621,820.90   sFT  0.99971633   -0 02 40.5
 LJ0368;UTM  14      - 4,526,865.051   410,088.088   MT  0.99969950   -0 41 55.2
 LJ0368
 LJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1008826865(NAD 83)
 LJ0368
 LJ0368                          SUPERSEDED SURVEY CONTROL
 LJ0368
 LJ0368  NAD 83(1986)-  40 53 16.57107(N)    100 04 02.18813(W) AD(       ) 3
 LJ0368  NAD 27      -  40 53 16.53900(N)    100 04 00.74400(W) AD(       ) 3
 LJ0368
 LJ0368.Superseded values are not recommended for survey control.
 LJ0368
 LJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0368.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0368
 LJ0368_MARKER: 90 = CHURCH SPIRE
 LJ0368
 LJ0368  HISTORY     - Date     Condition        Report By
 LJ0368  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0368
 LJ0368                          STATION DESCRIPTION
 LJ0368
 LJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0368'POINT OBSERVED UPON IS THE TIP OF SPIRE OF ST. PATRICKS CHURCH
 LJ0368'IN THE TOWN OF WILLOW ISLAND.  APPROXIMATELY 70 FEET HIGH,
 LJ0368'WHITE FRAME WITH GREEN SPIRE, WITH WHITE CROSS ATOP SPIRE.
 LJ0368'
 LJ0368'STATION OBSERVED UPON FROM HARM, MAY, PERRY, GOLD, WILLOW, AND
 LJ0368'GOTHENBURG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0396 ***********************************************************************
 LJ0396  DESIGNATION -  WILSON
 LJ0396  PID         -  LJ0396
 LJ0396  STATE/COUNTY-  NE/FRONTIER
 LJ0396  COUNTRY     -  US
 LJ0396  USGS QUAD   -  STOCKVILLE SE (2017)
 LJ0396
 LJ0396                         *CURRENT SURVEY CONTROL
 LJ0396  ______________________________________________________________________
 LJ0396* NAD 83(1995) POSITION- 40 35 05.94635(N) 100 21 27.80925(W)   ADJUSTED
 LJ0396* NAVD 88 ORTHO HEIGHT -   827.    (meters)     2713.    (feet) SCALED
 LJ0396  ______________________________________________________________________
 LJ0396  GEOID HEIGHT    -        -23.497 (meters)                     GEOID18
 LJ0396  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 LJ0396  HORZ ORDER      -  SECOND
 LJ0396
 LJ0396.The horizontal coordinates were established by classical geodetic methods
 LJ0396.and adjusted by the National Geodetic Survey in August 1997.
 LJ0396
 LJ0396.The orthometric height was scaled from a topographic map.
 LJ0396
 LJ0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0396.GEOID18 height accuracy estimate available here.
 LJ0396
 LJ0396.Click photographs - Photos may exist for this station.
 LJ0396
 LJ0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0396
 LJ0396. The following values were computed from the NAD 83(1995) position.
 LJ0396
 LJ0396;                    North         East     Units Scale Factor Converg.
 LJ0396;SPC NE       -    83,518.282   469,721.317   MT  0.99978663   -0 14 13.4
 LJ0396;SPC NE       -   274,009.56  1,541,077.35   sFT  0.99978663   -0 14 13.4
 LJ0396;UTM  14      - 4,493,573.915   385,098.373   MT  0.99976251   -0 53 00.2
 LJ0396
 LJ0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0396!SPC NE       -   0.99987392  x   0.99978663  =   0.99966058
 LJ0396!UTM  14      -   0.99987392  x   0.99976251  =   0.99963646
 LJ0396
 LJ0396:                Primary Azimuth Mark                     Grid Az
 LJ0396:SPC NE       -  WILSON AZ MK                             312 11 38.1
 LJ0396:UTM  14      -  WILSON AZ MK                             312 50 24.9
 LJ0396
 LJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8509893573(NAD 83)
 LJ0396
 LJ0396|---------------------------------------------------------------------|
 LJ0396| PID    Reference Object                     Distance      Geod. Az  |
 LJ0396|                                                           dddmmss.s |
 LJ0396| CO2790 WILSON RM 1                          15.880 METERS 14009     |
 LJ0396| CO2791 WILSON RM 2                          17.446 METERS 27200     |
 LJ0396| CO2789 WILSON AZ MK                                       3115724.7 |
 LJ0396| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.12.2 KM 3432205.9 |
 LJ0396|---------------------------------------------------------------------|
 LJ0396
 LJ0396                          SUPERSEDED SURVEY CONTROL
 LJ0396
 LJ0396  NAD 83(1986)-  40 35 05.95141(N)    100 21 27.81680(W) AD(       ) 2
 LJ0396  NAD 27      -  40 35 05.92459(N)    100 21 26.30749(W) AD(       ) 2
 LJ0396
 LJ0396.Superseded values are not recommended for survey control.
 LJ0396
 LJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0396.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0396
 LJ0396_MARKER: DS = TRIANGULATION STATION DISK
 LJ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0396_STAMPING: WILSON 1951
 LJ0396_MARK LOGO: CGS
 LJ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0396+STABILITY: SURFACE MOTION
 LJ0396
 LJ0396  HISTORY     - Date     Condition        Report By
 LJ0396  HISTORY     - 1951     MONUMENTED       CGS
 LJ0396
 LJ0396                          STATION DESCRIPTION
 LJ0396
 LJ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0396'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHEAST OF
 LJ0396'MOOREFIELD, 4.0 MILES NORTH-NORTHEAST OF STOCKVILLE AND ON
 LJ0396'THE NORTH RIGHT-OF-WAY OF AN EAST-WEST GRADED ROAD.  IT IS
 LJ0396'24.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD
 LJ0396'AND 3.5 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 LJ0396'2 INCHES AND IS STAMPED WILSON 1951.
 LJ0396'
 LJ0396'REFERENCE MARK NO. 1 IS 18.0 FEET SOUTH OF THE CENTER OF
 LJ0396'AN EAST-WEST GRADED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED
 LJ0396'WILSON NO 1 1951.
 LJ0396'
 LJ0396'REFERENCE MARK NO. 2 IS 27.0 FEET NORTH OF THE CENTER OF
 LJ0396'AN EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LJ0396'IT PROJECTS 5 INCHES AND IS STAMPED WILSON NO 2 1951.
 LJ0396'
 LJ0396'THE DISTANCE BETWEEN REFERENCE MARKS IS 99.8 FEET.
 LJ0396'
 LJ0396'THE AZIMUTH MARK IS 28.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0396'GRADED ROAD, 2.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0396'FENCE LINE AND 1.0 FOOT SOUTH OF A TELEPHONE POLE.  IT PROJECTS
 LJ0396'2 INCHES AND IS STAMPED WILSON 1951.
 LJ0396'
 LJ0396'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 LJ0396'GRADED ROAD FOR 0.25 MILE TO WHERE THE ROAD CURVES NORTH,
 LJ0396'TURN RIGHT, NORTH, FOR 0.2 MILE TO THE AZIMUTH MARK ON ON
 LJ0396'THE LEFT AS DESCRIBED.
 LJ0396'
 LJ0396'TO REACH THE STATION FROM THE POST OFFICE IN STOCKVILLE, GO
 LJ0396'NORTH FOR 0.1 MILE TO STATE HIGHWAY 23, TURN RIGHT, EAST, ON
 LJ0396'STATE HIGHWAY 23 FOR 0.65 MILE TO A T ROAD LEADING NORTH.  TURN
 LJ0396'LEFT AND FOLLOW GRADED NORTH AND EAST FOR 2.15 MILES TO A T ROAD
 LJ0396'LEADING NORTH, TURN LEFT AND FOLLOW THE MAIN GRADED ROAD
 LJ0396'NORTH AND EAST FOR 1.25 MILES TO A T ROAD LEADING NORTH.  TURN
 LJ0396'LEFT AND FOLLOW THE MAIN GRADED ROAD NORTH FOR 1.0 MILE TO
 LJ0396'WHERE THE ROAD TURNS WEST, TURN LEFT AND GO WEST FOR 0.4 MILE
 LJ0396'TO THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0396'
 LJ0396'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0417 ***********************************************************************
 MM0417  DESIGNATION -  WILSON
 MM0417  PID         -  MM0417
 MM0417  STATE/COUNTY-  NE/LINCOLN
 MM0417  COUNTRY     -  US
 MM0417  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0417
 MM0417                         *CURRENT SURVEY CONTROL
 MM0417  ______________________________________________________________________
 MM0417* NAD 83(1995) POSITION- 41 09 45.23424(N) 100 51 37.51336(W)   ADJUSTED
 MM0417* NAVD 88 ORTHO HEIGHT -   866.    (meters)     2841.    (feet) SCALED
 MM0417  ______________________________________________________________________
 MM0417  GEOID HEIGHT    -        -22.071 (meters)                     GEOID18
 MM0417  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 MM0417  HORZ ORDER      -  SECOND
 MM0417
 MM0417.The horizontal coordinates were established by classical geodetic methods
 MM0417.and adjusted by the National Geodetic Survey in August 1997.
 MM0417
 MM0417.The orthometric height was scaled from a topographic map.
 MM0417
 MM0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0417.GEOID18 height accuracy estimate available here.
 MM0417
 MM0417.Click photographs - Photos may exist for this station.
 MM0417
 MM0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0417
 MM0417. The following values were computed from the NAD 83(1995) position.
 MM0417
 MM0417;                    North         East     Units Scale Factor Converg.
 MM0417;SPC NE       -   147,938.201   427,811.087   MT  0.99967644   -0 34 12.7
 MM0417;SPC NE       -   485,360.58  1,403,576.87   sFT  0.99967644   -0 34 12.7
 MM0417;UTM  14      - 4,558,471.797   343,917.143   MT  0.99989983   -1 13 29.2
 MM0417
 MM0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0417!SPC NE       -   0.99986758  x   0.99967644  =   0.99954407
 MM0417!UTM  14      -   0.99986758  x   0.99989983  =   0.99976743
 MM0417
 MM0417:                Primary Azimuth Mark                     Grid Az
 MM0417:SPC NE       -  WILSON RM 1 AZIMUTH                      090 42 02.5
 MM0417:UTM  14      -  WILSON RM 1 AZIMUTH                      091 21 19.0
 MM0417
 MM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4391758471(NAD 83)
 MM0417
 MM0417|---------------------------------------------------------------------|
 MM0417| PID    Reference Object                     Distance      Geod. Az  |
 MM0417|                                                           dddmmss.s |
 MM0417| CO2786 WILSON RM 1 AZIMUTH                                0900749.8 |
 MM0417| CO2787 WILSON RM 2                          25.630 METERS 17941     |
 MM0417| CO2788 WILSON RM 3                          19.100 METERS 27542     |
 MM0417|---------------------------------------------------------------------|
 MM0417
 MM0417                          SUPERSEDED SURVEY CONTROL
 MM0417
 MM0417  NAD 83(1986)-  41 09 45.23915(N)    100 51 37.52125(W) AD(       ) 2
 MM0417  NAD 27      -  41 09 45.25200(N)    100 51 35.98400(W) AD(       ) 2
 MM0417
 MM0417.Superseded values are not recommended for survey control.
 MM0417
 MM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0417.See file dsdata.pdf to determine how the superseded data were derived.
 MM0417
 MM0417_MARKER: DS = TRIANGULATION STATION DISK
 MM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0417_STAMPING: WILSON 1933
 MM0417_MARK LOGO: CGS
 MM0417_PROJECTION: FLUSH
 MM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0417+STABILITY: SURFACE MOTION
 MM0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0417+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 MM0417
 MM0417  HISTORY     - Date     Condition        Report By
 MM0417  HISTORY     - 1933     MONUMENTED       CGS
 MM0417  HISTORY     - 1942     GOOD             CGS
 MM0417  HISTORY     - 1951     GOOD             CGS
 MM0417  HISTORY     - 20160531 GOOD             INDIV
 MM0417
 MM0417                          STATION DESCRIPTION
 MM0417
 MM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0417'ABOUT 5-3/4 MILES WEST BY NORTH OF NORTH PLATTE, IN SOUTHWEST
 MM0417'QUARTER SEC. 22, T. 14 N., R. 31 W., ON LAND OWNED BY EVERETT
 MM0417'E. WILSON.
 MM0417'
 MM0417'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 30, WEST 5-3/4
 MM0417'MILES, OR AT THE PRESENT TIME 1.5 MILES WEST OF THE END OF THE
 MM0417'PAVEMENT TO E.E. WILSONS PLACE ON THE NORTH SIDE OF HIGHWAY.
 MM0417'ENTER GATE ON NORTH SIDE OF HIGHWAY TO BARNYARD, TURNING TO
 MM0417'RIGHT ABOUT 25 FEET TO STATION.  STATION IS IN BARNYARD 44
 MM0417'FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 30, 10.7 FEET NORTH
 MM0417'OF FENCE LINE, 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MM0417'WILSON HOUSE.  MARK IS FLUSH WITH THE GROUND.
 MM0417'
 MM0417'REFERENCE MARK NO. 1 IS EAST OF STATION, 40 FEET NORTH OF
 MM0417'CENTERLINE OF U.S. HIGHWAY 30, 20 FEET NORTH OF EAST END OF
 MM0417'HIGHWAY BRIDGE OVER IRRIGATION DITCH.
 MM0417'
 MM0417'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN FENCE LINE ON
 MM0417'SOUTH SIDE OF U.S. HIGHWAY 30, 40 FEET SOUTH OF CENTERLINE
 MM0417'OF HIGHWAY AND IS 4 INCHES ABOVE GROUND.
 MM0417'
 MM0417'REFERENCE MARK NO. 3 IS WEST OF STATION IN FENCE LINE, 35 FEET
 MM0417'SOUTHEAST OF SOUTHEAST CORNER OF WILSONS HOUSE SET FLUSH WITH
 MM0417'THE GROUND.
 MM0417'
 MM0417'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.27 METERS.
 MM0417
 MM0417                          STATION RECOVERY (1942)
 MM0417
 MM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 MM0417'DESCRIPTION SUFFICES WITH THE EXCEPTION OF, 10.7 FT NORTH
 MM0417'OF FENCE LINE, THIS FENCE LINE HAS BEEN MOVED TO WITHIN 5 FT
 MM0417'SOUTH OF THE FENCE LINE.
 MM0417
 MM0417                          STATION RECOVERY (1951)
 MM0417
 MM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 MM0417'STATION MARK RECOVERED IN GOOD CONDITION ABOUT 8-INCHES BELOW
 MM0417'SURFACE, IT IS IN THE SOUTHEAST CORNER OF THE YARD IN FRONT
 MM0417'OF MR. WILSONS HOUSE, 8 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 MM0417'LINE, 13.5 FEET WEST OF THE EAST YARD FENCE ALONG THE ROW OF
 MM0417'TREES.  REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION IN
 MM0417'THE NORTH RIGHT-OF-WAY FENCE ALONG THE HIGHWAY, 12 PACES
 MM0417'NORTH OF THE NORTHEAST CORNER OF HIGHWAY BRIDGE OVER IRRIGATION
 MM0417'DITCH, REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION, THE
 MM0417'ROAD HAS BEEN WIDENED AND THE MARK IS NOW ON THE SHOULDER OF
 MM0417'THE ROAD, 8 PACES SOUTH OF THE CENTERLINE OF THE HIGHWAY, WHEN
 MM0417'GRADING THE ROAD A SMALL AREA WAS LEFT AROUND THE MARK.
 MM0417'REFERENCE MARK NO. 3 WAS NOT LOCATED.
 MM0417
 MM0417                          STATION RECOVERY (2016)
 MM0417
 MM0417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MM0417'RECOVERED AS DESCRIBED,  
 MM0417'ONLY WILSON 1933 NGS FOUND 
 MM0417'MARK IS LOCATED 2.15 FEET EAST TO ORANGE WITNESS SIGN  
 MM0417'LAT. 41 09 45.2 N 
 MM0417'LONG. 100 51 37.5 W 
 MM0417'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0647 ***********************************************************************
 NN0647  DESIGNATION -  WINDMILL S OF VENUS
 NN0647  PID         -  NN0647
 NN0647  STATE/COUNTY-  NE/KNOX
 NN0647  COUNTRY     -  US
 NN0647  USGS QUAD   -  VENUS (2017)
 NN0647
 NN0647                         *CURRENT SURVEY CONTROL
 NN0647  ______________________________________________________________________
 NN0647* NAD 83(1995) POSITION- 42 26 37.10721(N) 098 16 06.48524(W)   ADJUSTED
 NN0647  ______________________________________________________________________
 NN0647  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 NN0647  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 NN0647  HORZ ORDER      -  THIRD
 NN0647
 NN0647.The horizontal coordinates were established by classical geodetic methods
 NN0647.and adjusted by the National Geodetic Survey in August 1997.
 NN0647
 NN0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0647.GEOID18 height accuracy estimate available here.
 NN0647
 NN0647.Click photographs - Photos may exist for this station.
 NN0647
 NN0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0647
 NN0647. The following values were computed from the NAD 83(1995) position.
 NN0647
 NN0647;                    North         East     Units Scale Factor Converg.
 NN0647;SPC NE       -   291,249.882   642,418.903   MT  0.99979266   +1 08 50.9
 NN0647;SPC NE       -   955,542.32  2,107,669.35   sFT  0.99979266   +1 08 50.9
 NN0647;UTM  14      - 4,699,294.271   560,161.245   MT  0.99964453   +0 29 37.3
 NN0647
 NN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6016199294(NAD 83)
 NN0647
 NN0647                          SUPERSEDED SURVEY CONTROL
 NN0647
 NN0647  NAD 83(1986)-  42 26 37.11312(N)    098 16 06.48771(W) AD(       ) 3
 NN0647  NAD 27      -  42 26 37.10000(N)    098 16 05.21000(W) AD(       ) 3
 NN0647  USSD        -  42 26 37.24000(N)    098 16 05.45000(W) AD(       ) 3
 NN0647
 NN0647.Superseded values are not recommended for survey control.
 NN0647
 NN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0647.See file dsdata.pdf to determine how the superseded data were derived.
 NN0647
 NN0647_MARKER: 66 = WINDMILL
 NN0647
 NN0647  HISTORY     - Date     Condition        Report By
 NN0647  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0647
 NN0647                          STATION DESCRIPTION
 NN0647
 NN0647'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1351 ***********************************************************************
 LF1351  DESIGNATION -  WINNE
 LF1351  PID         -  LF1351
 LF1351  STATE/COUNTY-  NE/RICHARDSON
 LF1351  COUNTRY     -  US
 LF1351  USGS QUAD   -  CORNING (2017)
 LF1351
 LF1351                         *CURRENT SURVEY CONTROL
 LF1351  ______________________________________________________________________
 LF1351* NAD 83(1995) POSITION- 40 08 15.93273(N) 095 26 38.56226(W)   ADJUSTED
 LF1351* NAVD 88 ORTHO HEIGHT -   324.    (meters)     1063.    (feet) SCALED
 LF1351  ______________________________________________________________________
 LF1351  GEOID HEIGHT    -        -30.689 (meters)                     GEOID18
 LF1351  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 LF1351  HORZ ORDER      -  SECOND
 LF1351
 LF1351.The horizontal coordinates were established by classical geodetic methods
 LF1351.and adjusted by the National Geodetic Survey in August 1997.
 LF1351
 LF1351.The orthometric height was scaled from a topographic map.
 LF1351
 LF1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1351.GEOID18 height accuracy estimate available here.
 LF1351
 LF1351.Click photographs - Photos may exist for this station.
 LF1351
 LF1351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1351
 LF1351. The following values were computed from the NAD 83(1995) position.
 LF1351
 LF1351;                    North         East     Units Scale Factor Converg.
 LF1351;SPC NE       -    44,028.940   888,064.895   MT  0.99994058   +3 01 09.2
 LF1351;SPC NE       -   144,451.61  2,913,592.91   sFT  0.99994058   +3 01 09.2
 LF1351;UTM  15      - 4,445,910.957   291,786.093   MT  1.00013372   -1 34 33.8
 LF1351
 LF1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1351!SPC NE       -   0.99995398  x   0.99994058  =   0.99989456
 LF1351!UTM  15      -   0.99995398  x   1.00013372  =   1.00008769
 LF1351
 LF1351:                Primary Azimuth Mark                     Grid Az
 LF1351:SPC NE       -  WINNE AZ MK                              211 04 02.0
 LF1351:UTM  15      -  WINNE AZ MK                              215 39 45.0
 LF1351
 LF1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9178645910(NAD 83)
 LF1351
 LF1351|---------------------------------------------------------------------|
 LF1351| PID    Reference Object                     Distance      Geod. Az  |
 LF1351|                                                           dddmmss.s |
 LF1351| LF1342 CRAIG MUNICIPAL TANK                APPROX. 8.5 KM 0455312.2 |
 LF1351| CL8733 WINNE RM 1                           25.867 METERS 10654     |
 LF1351| CL8734 WINNE RM 2                           25.653 METERS 20324     |
 LF1351| CL8732 WINNE AZ MK                                        2140511.2 |
 LF1351|---------------------------------------------------------------------|
 LF1351
 LF1351                          SUPERSEDED SURVEY CONTROL
 LF1351
 LF1351  NAD 83(1986)-  40 08 15.93798(N)    095 26 38.55896(W) AD(       ) 2
 LF1351  NAD 27      -  40 08 15.94000(N)    095 26 37.62200(W) AD(       ) 2
 LF1351
 LF1351.Superseded values are not recommended for survey control.
 LF1351
 LF1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1351.See file dsdata.pdf to determine how the superseded data were derived.
 LF1351
 LF1351_MARKER: DS = TRIANGULATION STATION DISK
 LF1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1351_STAMPING: WINNE 1947
 LF1351_MARK LOGO: CGS
 LF1351_PROJECTION: RECESSED 30 CENTIMETERS
 LF1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1351+STABILITY: SURFACE MOTION
 LF1351
 LF1351  HISTORY     - Date     Condition        Report By
 LF1351  HISTORY     - 1947     MONUMENTED       CGS
 LF1351
 LF1351                          STATION DESCRIPTION
 LF1351
 LF1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1351'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF RULO,
 LF1351'ON THE HIGHEST POINT OF A CULTIVATED FIELD ABOUT 200 YARDS
 LF1351'SOUTHEAST OF MR. NITZSCHES HOUSE AND 106 FEET NORTHWEST OF A
 LF1351'FENCE CORNER.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 LF1351'GROUND AND THE DISK IS STAMPED WINNE 1947.
 LF1351'
 LF1351'REFERENCE MARK NO.1 IS 84.87 FEET EAST-SOUTHEAST OF THE STATION,
 LF1351'50 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF THE FENCE.  THE
 LF1351'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WINNE NO1 1947.
 LF1351'
 LF1351'REFERENCE MARK NO.2 IS 84.16 FEET SOUTH-SOUTHWEST OF THE STATION,
 LF1351'109 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF THE FENCE.
 LF1351'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WINNE NO2 1947.
 LF1351'
 LF1351'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, AT FENCE
 LF1351'CORNER BY TWO WINDMILLS, 65 FEET SOUTHEAST OF THE SOUTHEAST
 LF1351'WINDMILL, 17 FEET EAST OF THE FENCE CORNER AND 1 FOOT NORTH OF
 LF1351'THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LF1351'WINNE 1947.
 LF1351'
 LF1351'TO REACH FROM THE MAIN STREET IN RULO, GO WEST ON US HIGHWAY 159
 LF1351'FOR 1.1 MILES TO A CROSSROAD, TURN RIGHT (NORTH) FOR 5.15 MILES
 LF1351'TO A T ROAD LEFT, CONTINUE ON NORTH FOR 0.65 MILE TO MR. NITZSCHES
 LF1351'HOME ON THE RIGHT AND THE STATION ON TOP OF HILL ABOUT 200 YARDS
 LF1351'SOUTHEAST.
 LF1351'
 LF1351'TO REACH THE AZIMUTH FROM MR. NITZSCHES HOUSE, GO SOUTH FOR 0.1
 LF1351'MILE TO A FARM HOME ON THE RIGHT, TURN IN FARM YARD PASSING
 LF1351'THROUGH LOTS (SOUTHWEST) FOR 0.15 MILE TO TOP OF HILL WITH TWO
 LF1351'WINDMILLS AND THE MARK AS DESCRIBED.
 LF1351'
 LF1351'HEIGHT OF LIGHT ABOVE THE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1718 ***********************************************************************
 NM1718  DESIGNATION -  WINNEBAGO 2
 NM1718  PID         -  NM1718
 NM1718  STATE/COUNTY-  NE/THURSTON
 NM1718  COUNTRY     -  US
 NM1718  USGS QUAD   -  SALIX (2018)
 NM1718
 NM1718                         *CURRENT SURVEY CONTROL
 NM1718  ______________________________________________________________________
 NM1718* NAD 83(1995) POSITION- 42 16 00.38758(N) 096 22 26.49563(W)   ADJUSTED
 NM1718* NAVD 88 ORTHO HEIGHT -   420.    (meters)     1378.    (feet) SCALED
 NM1718  ______________________________________________________________________
 NM1718  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 NM1718  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 NM1718  HORZ ORDER      -  SECOND
 NM1718
 NM1718.The horizontal coordinates were established by classical geodetic methods
 NM1718.and adjusted by the National Geodetic Survey in August 1997.
 NM1718
 NM1718.The orthometric height was scaled from a topographic map.
 NM1718
 NM1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1718.GEOID18 height accuracy estimate available here.
 NM1718
 NM1718.Click photographs - Photos may exist for this station.
 NM1718
 NM1718.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1718
 NM1718. The following values were computed from the NAD 83(1995) position.
 NM1718
 NM1718;                    North         East     Units Scale Factor Converg.
 NM1718;SPC NE       -   276,452.509   798,993.194   MT  0.99974677   +2 24 10.5
 NM1718;SPC NE       -   906,994.61  2,621,363.50   sFT  0.99974677   +2 24 10.5
 NM1718;UTM  14      - 4,682,735.819   716,573.500   MT  1.00017715   +1 46 00.7
 NM1718
 NM1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1718!SPC NE       -   0.99993820  x   0.99974677  =   0.99968499
 NM1718!UTM  14      -   0.99993820  x   1.00017715  =   1.00011534
 NM1718
 NM1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1657382735(NAD 83)
 NM1718
 NM1718                          SUPERSEDED SURVEY CONTROL
 NM1718
 NM1718  NAD 83(1986)-  42 16 00.38852(N)    096 22 26.49344(W) AD(       ) 2
 NM1718  NAD 27      -  42 16 00.41600(N)    096 22 25.37600(W) AD(       ) 2
 NM1718  MORC        -  42 15 57.93000(N)    096 22 27.17000(W) AD(       ) 3
 NM1718
 NM1718.Superseded values are not recommended for survey control.
 NM1718
 NM1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1718.See file dsdata.pdf to determine how the superseded data were derived.
 NM1718
 NM1718_MARKER: Z = SEE DESCRIPTION
 NM1718_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1718_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1718_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1718
 NM1718  HISTORY     - Date     Condition        Report By
 NM1718  HISTORY     - UNK      MONUMENTED       MORC
 NM1718  HISTORY     - 1948     GOOD             CGS
 NM1718
 NM1718                          STATION DESCRIPTION
 NM1718
 NM1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1718'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF HOMER, 5.5
 NM1718'MILES NORTHEAST OF WINNEBAGO, ON THE SOUTHEAST END OF RIDGE, TOP
 NM1718'OF WHICH WAS UNDER CULTIVATION A FEW YEARS AGO.  THE MARK IS A
 NM1718'2 INCH PIPE (NO CAP) SET IN CONCRETE AND THE PIPE PROJECTS ABOUT
 NM1718'6 INCHES.  THIS IS CALLED A MISSOURI RIVER COMMISSION STATION,
 NM1718'BUT, IT IS ALSO THE THE SAME TYPE MARK AS USED U.S. ENGINEERS.
 NM1718'THE APPROXIMATE CENTER OF THE PIPE WAS FOR MEASUREMENTS.
 NM1718'
 NM1718'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BAGO
 NM1718'1934 TO WINNEBAGO 2 (MRC).  IT IS 6.375 METERS (20.92 FEET)
 NM1718'NORTHWEST OF THE STATION.
 NM1718'
 NM1718'TO REACH FROM THE POST OFFICE IN HOMER, GO EAST 0.1 MILE, JOG
 NM1718'LEFT ON U.S. HIGHWAY 77 FOR 50 YARDS, TURN RIGHT (EAST) ON
 NM1718'DIRT ROAD FOR 2.55 MILES TO FORKS, TAKE RIGHT FORK FOR 0.85
 NM1718'MILE, TAKE LEFT FORK, STRAIGHT AHEAD AND FOLLOW MAIN ROAD FOR
 NM1718'4.0 MILES TO DESERTED FARM BUILDINGS ON THE RIGHT.  HERE TURN
 NM1718'RIGHT THROUGH BARN YARD TO A POINT - ABOUT 40 YARDS SOUTHWEST
 NM1718'OF THE HOUSE WHERE MAIN WASH GOES SOUTHWEST AND ANOTHER
 NM1718'SOUTHEAST, BEAR LEFT OUT OF WASH BETWEEN THE TWO WASHES AND
 NM1718'FOLLOW THE RIDGE TO A EAST-WEST FENCE, TURN LEFT ALONG SOUTH
 NM1718'SIDE OF FENCE FOR ABOUT 0.1 MILE BEAR RIGHT AWAY FROM THE
 NM1718'FENCE AND ACROSS HEAD OF DRAW FOR ABOUT 0.1 MILE TO POINT
 NM1718'OF RIDGE, THEN RIGHT UP THROUGH TIMBER FOR ABOUT 0.4 MILE
 NM1718'TO THE HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1713 ***********************************************************************
 NM1713  DESIGNATION -  WINNEBAGO LOOKOUT TOWER
 NM1713  PID         -  NM1713
 NM1713  STATE/COUNTY-  NE/THURSTON
 NM1713  COUNTRY     -  US
 NM1713  USGS QUAD   -  ALBATON (2018)
 NM1713
 NM1713                         *CURRENT SURVEY CONTROL
 NM1713  ______________________________________________________________________
 NM1713* NAD 83(1995) POSITION- 42 13 42.37017(N) 096 21 51.72237(W)   ADJUSTED
 NM1713  ______________________________________________________________________
 NM1713  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 NM1713  LAPLACE CORR    -         -7.31  (seconds)                    DEFLEC18
 NM1713  HORZ ORDER      -  THIRD
 NM1713
 NM1713.The horizontal coordinates were established by classical geodetic methods
 NM1713.and adjusted by the National Geodetic Survey in August 1997.
 NM1713
 NM1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1713.GEOID18 height accuracy estimate available here.
 NM1713
 NM1713.Click photographs - Photos may exist for this station.
 NM1713
 NM1713.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1713
 NM1713. The following values were computed from the NAD 83(1995) position.
 NM1713
 NM1713;                    North         East     Units Scale Factor Converg.
 NM1713;SPC NE       -   272,232.287   799,968.188   MT  0.99973809   +2 24 33.6
 NM1713;SPC NE       -   893,148.76  2,624,562.30   sFT  0.99973809   +2 24 33.6
 NM1713;UTM  14      - 4,678,503.174   717,501.947   MT  1.00018211   +1 46 19.5
 NM1713
 NM1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1750178503(NAD 83)
 NM1713
 NM1713                          SUPERSEDED SURVEY CONTROL
 NM1713
 NM1713  NAD 83(1986)-  42 13 42.36966(N)    096 21 51.71818(W) AD(       ) 3
 NM1713  NAD 27      -  42 13 42.40100(N)    096 21 50.60100(W) AD(       ) 3
 NM1713
 NM1713.Superseded values are not recommended for survey control.
 NM1713
 NM1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1713.See file dsdata.pdf to determine how the superseded data were derived.
 NM1713
 NM1713_MARKER: 57 = LOOKOUT TOWER
 NM1713
 NM1713  HISTORY     - Date     Condition        Report By
 NM1713  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1713
 NM1713                          STATION DESCRIPTION
 NM1713
 NM1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1713'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-SOUTHEAST OF
 NM1713'WINNEBAGO.  IT IS A 4 LEGGED STEEL STRUCTURE, UNPAINTED,
 NM1713'WITH A GLASS ENCLOSED OBSERVATION PLATFORM AND APPROXIMATELY
 NM1713'60 FEET HIGH.
 NM1713'
 NM1713'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 NM1713'
 NM1713'TO REACH FROM THE POST OFFICE IN WINNEBAGO, GO SOUTH ON
 NM1713'HIGHWAY 77 1 BLOCK TO CROSSROADS (SKELLY SERVICE STATION
 NM1713'ON LEFT), TURN LEFT (EAST) FOR 4.0 MILES TO FORKS, TAKE LEFT
 NM1713'FORK 2.0 MILES TO A WINDMILL ON THE RIGHT, CONTINUE STRAIGHT
 NM1713'AHEAD 0.4 MILE TO A SIDE ROAD AND A SMALL UNPAINTED HOUSE
 NM1713'ON THE HILL SIDE, TURN RIGHT FOLLOWING A NARROW RIDGE ROAD
 NM1713'FOR 2.6 MILES TO THE TOWER ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1771 ***********************************************************************
 NM1771  DESIGNATION -  WINSIDE TANK
 NM1771  PID         -  NM1771
 NM1771  STATE/COUNTY-  NE/WAYNE
 NM1771  COUNTRY     -  US
 NM1771  USGS QUAD   -  WINSIDE (2017)
 NM1771
 NM1771                         *CURRENT SURVEY CONTROL
 NM1771  ______________________________________________________________________
 NM1771* NAD 83(1995) POSITION- 42 10 49.95514(N) 097 10 31.12234(W)   ADJUSTED
 NM1771  ______________________________________________________________________
 NM1771  GEOID HEIGHT    -        -24.823 (meters)                     GEOID18
 NM1771  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 NM1771  HORZ ORDER      -  THIRD
 NM1771
 NM1771.The horizontal coordinates were established by classical geodetic methods
 NM1771.and adjusted by the National Geodetic Survey in August 1997.
 NM1771
 NM1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1771.GEOID18 height accuracy estimate available here.
 NM1771
 NM1771.Click photographs - Photos may exist for this station.
 NM1771
 NM1771.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1771
 NM1771. The following values were computed from the NAD 83(1995) position.
 NM1771
 NM1771;                    North         East     Units Scale Factor Converg.
 NM1771;SPC NE       -   264,416.785   733,259.872   MT  0.99972789   +1 52 18.9
 NM1771;SPC NE       -   867,507.40  2,405,703.43   sFT  0.99972789   +1 52 18.9
 NM1771;UTM  14      - 4,671,433.521   650,690.974   MT  0.99987941   +1 13 31.6
 NM1771
 NM1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5069071433(NAD 83)
 NM1771
 NM1771                          SUPERSEDED SURVEY CONTROL
 NM1771
 NM1771  NAD 83(1986)-  42 10 49.96209(N)    097 10 31.12132(W) AD(       ) 3
 NM1771  NAD 27      -  42 10 49.95200(N)    097 10 29.94400(W) AD(       ) 3
 NM1771
 NM1771.Superseded values are not recommended for survey control.
 NM1771
 NM1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1771.See file dsdata.pdf to determine how the superseded data were derived.
 NM1771
 NM1771_MARKER: 53 = ELEVATED TANK
 NM1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1771+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1982
 NM1771
 NM1771  HISTORY     - Date     Condition        Report By
 NM1771  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1771  HISTORY     - 1935     GOOD             CGS
 NM1771  HISTORY     - 19820710 GOOD             NGS
 NM1771
 NM1771                          STATION DESCRIPTION
 NM1771
 NM1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1771'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK SILVER-TOPPED
 NM1771'MUNICIPAL WATER TANK LOCATED ON THE NORTHEAST EDGE OF THE TOWN
 NM1771'OF WINSIDE.  TANK IS 100 FEET HIGH.
 NM1771'
 NM1771'OBSERVED UPON FROM STATIONS WACKER, AXEL, HOSKINS LAPLACE
 NM1771'AZI., AND HOSKINS.
 NM1771
 NM1771                          STATION RECOVERY (1935)
 NM1771
 NM1771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1771'RECOVERED IN GOOD CONDITION.
 NM1771
 NM1771                          STATION RECOVERY (1982)
 NM1771
 NM1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1771'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1977 ***********************************************************************
 MK1977  DESIGNATION -  WINSLOW ATT MW TOWER
 MK1977  PID         -  MK1977
 MK1977  STATE/COUNTY-  NE/WASHINGTON
 MK1977  COUNTRY     -  US
 MK1977  USGS QUAD   -  NICKERSON NW (2017)
 MK1977
 MK1977                         *CURRENT SURVEY CONTROL
 MK1977  ______________________________________________________________________
 MK1977* NAD 83(1995) POSITION- 41 37 30.23764(N) 096 25 07.40651(W)   ADJUSTED
 MK1977  ______________________________________________________________________
 MK1977  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 MK1977  LAPLACE CORR    -        -10.22  (seconds)                    DEFLEC18
 MK1977  HORZ ORDER      -  THIRD
 MK1977
 MK1977.The horizontal coordinates were established by classical geodetic methods
 MK1977.and adjusted by the National Geodetic Survey in August 1997.
 MK1977
 MK1977.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1977.GEOID18 height accuracy estimate available here.
 MK1977
 MK1977.Click photographs - Photos may exist for this station.
 MK1977
 MK1977.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1977
 MK1977. The following values were computed from the NAD 83(1995) position.
 MK1977
 MK1977;                    North         East     Units Scale Factor Converg.
 MK1977;SPC NE       -   205,105.892   798,260.256   MT  0.99966075   +2 22 23.9
 MK1977;SPC NE       -   672,918.25  2,618,958.86   sFT  0.99966075   +2 22 23.9
 MK1977;UTM  14      - 4,611,367.790   715,034.120   MT  1.00016906   +1 42 55.0
 MK1977
 MK1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1503411367(NAD 83)
 MK1977
 MK1977                          SUPERSEDED SURVEY CONTROL
 MK1977
 MK1977  NAD 83(1986)-  41 37 30.24370(N)    096 25 07.40782(W) AD(       ) 3
 MK1977  NAD 27      -  41 37 30.26544(N)    096 25 06.34585(W) AD(       ) 3
 MK1977
 MK1977.Superseded values are not recommended for survey control.
 MK1977
 MK1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1977.See file dsdata.pdf to determine how the superseded data were derived.
 MK1977
 MK1977_MARKER: 45 = MICROWAVE TOWER
 MK1977
 MK1977  HISTORY     - Date     Condition        Report By
 MK1977  HISTORY     - 1968     FIRST OBSERVED   CGS
 MK1977
 MK1977                          STATION DESCRIPTION
 MK1977
 MK1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1977'THE STATION IS THE RED LIGHT ATOP THE WINSLOW, AMERICAN TELEPHONE AND
 MK1977'TELEGRAPH COMPANY MICROWAVE TOWER AND IS LOCATED ABOUT 7 MILES NORTH
 MK1977'OF NICKERSON AND 4 MILES NORTH-NORTHEAST OF WINSLOW.  THE TOWER IS
 MK1977'A FOUR LEGGED STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND
 MK1977'WHITE WITH A FAN TYPE OF ANTENNA LOCATED ON EACH OF THE FOUR
 MK1977'CORNERS.  THE TOWER IS 140 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1001 ***********************************************************************
 LG1001  DESIGNATION -  WOERLEN
 LG1001  PID         -  LG1001
 LG1001  STATE/COUNTY-  NE/NEMAHA
 LG1001  COUNTRY     -  US
 LG1001  USGS QUAD   -  TECUMSEH NE (2017)
 LG1001
 LG1001                         *CURRENT SURVEY CONTROL
 LG1001  ______________________________________________________________________
 LG1001* NAD 83(1995) POSITION- 40 26 35.80563(N) 096 00 25.44127(W)   ADJUSTED
 LG1001* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 LG1001  ______________________________________________________________________
 LG1001  GEOID HEIGHT    -        -28.956 (meters)                     GEOID18
 LG1001  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 LG1001  HORZ ORDER      -  FIRST
 LG1001
 LG1001.The horizontal coordinates were established by classical geodetic methods
 LG1001.and adjusted by the National Geodetic Survey in August 1997.
 LG1001
 LG1001.The orthometric height was scaled from a topographic map.
 LG1001
 LG1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1001.GEOID18 height accuracy estimate available here.
 LG1001
 LG1001.Click photographs - Photos may exist for this station.
 LG1001
 LG1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1001
 LG1001. The following values were computed from the NAD 83(1995) position.
 LG1001
 LG1001;                    North         East     Units Scale Factor Converg.
 LG1001;SPC NE       -    75,542.743   838,578.568   MT  0.99982895   +2 38 46.0
 LG1001;SPC NE       -   247,843.15  2,751,236.52   sFT  0.99982895   +2 38 46.0
 LG1001;UTM  14      - 4,481,261.574   753,834.723   MT  1.00039319   +1 56 33.1
 LG1001;UTM  15      - 4,481,302.333   244,966.375   MT  1.00040071   -1 57 06.2
 LG1001
 LG1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1001!SPC NE       -   0.99994759  x   0.99982895  =   0.99977655
 LG1001!UTM  14      -   0.99994759  x   1.00039319  =   1.00034076
 LG1001!UTM  15      -   0.99994759  x   1.00040071  =   1.00034828
 LG1001
 LG1001:                Primary Azimuth Mark                     Grid Az
 LG1001:SPC NE       -  WOERLEN AZ MK 2                          204 07 51.8
 LG1001:UTM  14      -  WOERLEN AZ MK 2                          204 50 04.7
 LG1001:UTM  15      -  WOERLEN AZ MK 2                          208 43 44.0
 LG1001
 LG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5383481261(NAD 83)
 LG1001
 LG1001|---------------------------------------------------------------------|
 LG1001| PID    Reference Object                     Distance      Geod. Az  |
 LG1001|                                                           dddmmss.s |
 LG1001| CL8740 WOERLEN RM 1                         79.846 METERS 02048     |
 LG1001| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX.16.4 KM 0214713.7 |
 LG1001| LF1392 BROCK MUNICIPAL TANK                APPROX. 5.4 KM 0484900.9 |
 LG1001| LF1367 PERU MUNICIPAL TANK                 APPROX.23.4 KM 0811627.5 |
 LG1001| CL8742 WOERLEN RM 3                         17.839 METERS 10607     |
 LG1001| LF1389 AUBURN ST JOSEPHS CATH CHURCH       APPROX.15.5 KM 1161637.9 |
 LG1001| LF1393 JOHNSON MUNICIPAL TANK              APPROX. 3.4 KM 1655100.4 |
 LG1001| LG1002 MARTIN LUTHER CHURCH SPIRE          APPROX.12.1 KM 1811118.2 |
 LG1001| CL8738 WOERLEN AZ MK                                      2054118.9 |
 LG1001| CL8739 WOERLEN AZ MK 2                                    2064637.8 |
 LG1001| CL8741 WOERLEN RM 2                         44.292 METERS 28104     |
 LG1001|---------------------------------------------------------------------|
 LG1001
 LG1001                          SUPERSEDED SURVEY CONTROL
 LG1001
 LG1001  NAD 83(1986)-  40 26 35.81261(N)    096 00 25.43680(W) AD(       ) 1
 LG1001  NAD 27      -  40 26 35.81300(N)    096 00 24.41900(W) AD(       ) 1
 LG1001
 LG1001.Superseded values are not recommended for survey control.
 LG1001
 LG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1001.See file dsdata.pdf to determine how the superseded data were derived.
 LG1001
 LG1001_MARKER: DS = TRIANGULATION STATION DISK
 LG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1001
 LG1001  HISTORY     - Date     Condition        Report By
 LG1001  HISTORY     - 1934     MONUMENTED       CGS
 LG1001  HISTORY     - 1947     GOOD             CGS
 LG1001  HISTORY     - 1972     GOOD             NGS
 LG1001
 LG1001                          STATION DESCRIPTION
 LG1001
 LG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LG1001'STATION IS LOCATED IN THE SOUTH EDGE OF THE NORTHWEST QUARTER OF
 LG1001'SEC. 31, T. 6 N., R. 13 E., ABOUT 2-1/4 MILES NORTH AND 1/4 MILE
 LG1001'WEST OF JOHNSON, ON LAND OWNED AND OCCUPIED BY GEORGE WOERLEN, 83
 LG1001'FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF THE WOERLEN HOUSE, 15
 LG1001'FEET EAST OF NORTH-SOUTH WIRE FENCE AND 33 FEET NORTH OF DRIVEWAY
 LG1001'TO BARN.  MARK, NOTE 1B, IS FLUSH WITH GROUND.  UNDERGROUND MARK
 LG1001'SET AS DESCRIBED.
 LG1001'
 LG1001'TO REACH FROM THE POST OFFICE IN JOHNSON, GO NORTH 0.25 MILE TO
 LG1001'T-FORK, TURN LEFT AND GO WEST 0.55 MILE TO A T-FORK, TURN RIGHT
 LG1001'AND GO NORTH ON A DIRT ROAD 2.0 MILES, LEAVE SECTIONLINE ROAD
 LG1001'(TURN RIGHT) AND GO EAST UP A LANE 0.15 MILE TO THE WOERLEN HOUSE
 LG1001'AND STATION ON LEFT.
 LG1001'
 LG1001'REFERENCE MARK NO. 1 IS 79.838 METERS (261.94 FEET)
 LG1001'NORTH-NORTHEAST OF STATION, 2 FEET WEST OF WEST SIDE OF BARN, AND
 LG1001'IS FLUSH WITH GROUND.
 LG1001'
 LG1001'REFERENCE MARK NO. 2 IS 44.292 METERS (145.31 FEET)
 LG1001'WEST-NORTHWEST OF STATION, 1 FOOT NORTH OF NORTHWEST CORNER OF
 LG1001'GARAGE AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 LG1001'
 LG1001'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF
 LG1001'STATION.  TO REACH FROM STATION, GO EAST 0.2 MILE THENCE SOUTH 0.2
 LG1001'MILE TO MARK ON LEFT, IN NORTH-SOUTH FENCE LINE BETWEEN OPENING
 LG1001'IN HEDGE, 35 FEET EAST OF CENTERLINE OF ROAD AND 4 FEET EAST OF
 LG1001'WIRE FENCE.  MARK PROJECTS APPROXIMATELY 6 INCHES ABOVE GROUND.
 LG1001'
 LG1001'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LG1001
 LG1001                          STATION RECOVERY (1947)
 LG1001
 LG1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1001'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1001'TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS NOW 10 INCHES
 LG1001'BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK NO 2 COULD NOT BE
 LG1001'MEASURED TO, DUE TO FACT THAT A HOUSE HAS BEEN BUILT BETWEEN IT
 LG1001'AND THE STATION.  NO DIRECTION WAS TAKEN TO REFERENCE MARK NO.2
 LG1001'AT THIS DATE.  REFERENCE MARK NO 3 WAS ESTABLISHED TO REPLACE
 LG1001'NO.  2.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LG1001'
 LG1001'THE STATION IS LOCATED ABOUT 2.4 MILES NORTH-NORTHWEST OF JOHNSON
 LG1001'ON LAND OWNED BY GEORGE WOERLEN.  IT IS IN THE FARM YARD BETWEEN THE
 LG1001'HOUSE AND A RED SHED.  IT IS 83 FEET EAST-SOUTHEAST OF THE HOUSE,
 LG1001'62.5 FEET WEST OF THE SOUTHWEST CORNER OF A RED SHED, 50.5 FEET
 LG1001'SOUTH-SOUTHEAST OF A GATE AT THE EAST EDGE OF THE YARD AND 16
 LG1001'FEET EAST OF A NORTH-SOUTH FENCE.  IT IS STAMPED WOERLEN 1934 AND
 LG1001'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1001'
 LG1001'REFERENCE MARK NO. 1 IS 2 FEET WEST OF THE WEST SIDE
 LG1001'OF THE BARN AND 30 FEET SOUTH OF THE NORTHWEST CORNER OF THE BARN.
 LG1001'IT IS STAMPED WOERLEN NO 1 1934 AND IS 10 INCHES BELOW THE
 LG1001'SURFACE OF THE GROUND.
 LG1001'
 LG1001'REFERENCE MARK NO. 3 IS 6.5 FEET SOUTHWEST OF THE
 LG1001'SOUTHWEST CORNER OF A RED SHED.  IT IS STAMPED WOERLEN NO 3 1947
 LG1001'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1001'
 LG1001'THE AZIMUTH MARK IS AT THE WEST EDGE OF A CULTIVATED FIELD, 2
 LG1001'FEET EAST OF A NORTH-SOUTH FENCE LINE, 41 FEET EAST OF THE CENTER
 LG1001'OF STATE HIGHWAY 105 AND 1 FOOT NORTH OF A 4-INCH WHITE WOODEN
 LG1001'WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED WOERLEN AZI 1934.
 LG1001'
 LG1001'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSON, GO NORTH
 LG1001'FOR 0.25 MILE TO A T INTERSECTION, TURN WEST AND GO 0.55 MILE TO A
 LG1001'T INTERSECTION, TURN RIGHT, NORTH, AND GO 1.8 MILE TO THE AZIMUTH
 LG1001'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.2 MILE TO A LANE
 LG1001'ON THE RIGHT LEADING TO THE WOERLEN FARM.  TURN RIGHT INTO LANE
 LG1001'AND GO 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1001'
 LG1001'AN 87 FOOT SIGNAL AT STUTHEIT 1934 IS VISIBLE AT 70 FEET.
 LG1001'
 LG1001'A 100 FOOT SIGNAL AT MANS IS VISIBLE AT 20 FEET.
 LG1001'
 LG1001'A 74 FOOT SIGNAL AT MUDDY IS VISIBLE AT 20 FEET.
 LG1001
 LG1001                          STATION RECOVERY (1972)
 LG1001
 LG1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LG1001'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH MARK
 LG1001'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN GOOD CONDITION.  THE
 LG1001'DIRECTION WAS CHECKED TO ALL VISIBLE OBJECTS THAT WERE PREVIOUSLY
 LG1001'DESCRIBED.  THE DISTANCE TO THE REFERENCE MARKS WAS NOT CHECKED
 LG1001'THIS DATE, DUE TO MUDDY FEED LOTS AND CATTLE, THE 1947 DISTANCES
 LG1001'ARE LISTED ABOVE.  DUE TO ROAD CONSTRUCTION THE AZIMUTH MARK HAD
 LG1001'TO BE MOVED.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 LG1001'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE.
 LG1001'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 LG1001'
 LG1001'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOERLEN 1934 1972,
 LG1001'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LG1001'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET EAST
 LG1001'OF THE CENTER OF THE NORTH-SOUTH ROAD, 3 FEET SOUTH OF A TELEPHONE
 LG1001'POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LG1001'
 LG1001'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE FARM
 LG1001'LANE ROAD FOR 0.15 MILE TO THE NORTH-SOUTH ROAD.  TURN LEFT AND
 LG1001'GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1001'
 LG1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/4 MILES NORTH
 LG1001'AND 1/4 MILE WEST OF JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0706 ***********************************************************************
 NP0706  DESIGNATION -  WOLF
 NP0706  PID         -  NP0706
 NP0706  STATE/COUNTY-  NE/DAWES
 NP0706  COUNTRY     -  US
 NP0706  USGS QUAD   -  WOLF BUTTE (2017)
 NP0706
 NP0706                         *CURRENT SURVEY CONTROL
 NP0706  ______________________________________________________________________
 NP0706* NAD 83(1996) POSITION- 42 57 52.44737(N) 103 27 16.26841(W)   ADJUSTED
 NP0706* NAVD 88 ORTHO HEIGHT -  1248.    (meters)     4094.    (feet) SCALED
 NP0706  ______________________________________________________________________
 NP0706  GEOID HEIGHT    -        -16.663 (meters)                     GEOID18
 NP0706  LAPLACE CORR    -         -6.91  (seconds)                    DEFLEC18
 NP0706  HORZ ORDER      -  FIRST
 NP0706
 NP0706.The horizontal coordinates were established by classical geodetic methods
 NP0706.and adjusted by the National Geodetic Survey in January 1998.
 NP0706
 NP0706.The orthometric height was scaled from a topographic map.
 NP0706
 NP0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0706.GEOID18 height accuracy estimate available here.
 NP0706
 NP0706.Click photographs - Photos may exist for this station.
 NP0706
 NP0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0706
 NP0706. The following values were computed from the NAD 83(1996) position.
 NP0706
 NP0706;                    North         East     Units Scale Factor Converg.
 NP0706;SPC NE       -   353,314.991   218,232.893   MT  0.99998393   -2 17 21.5
 NP0706;SPC NE       - 1,159,167.60    715,985.75   sFT  0.99998393   -2 17 21.5
 NP0706;SPC SD S     -    74,909.261   345,416.500   MT  0.99997151   -2 09 11.4
 NP0706;SPC SD S     -   245,764.80  1,133,253.97   sFT  0.99997151   -2 09 11.4
 NP0706;UTM  13      - 4,758,038.948   626,043.078   MT  0.99979544   +1 03 12.4
 NP0706
 NP0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0706!SPC NE       -   0.99980700  x   0.99998393  =   0.99979093
 NP0706!SPC SD S     -   0.99980700  x   0.99997151  =   0.99977851
 NP0706!UTM  13      -   0.99980700  x   0.99979544  =   0.99960248
 NP0706
 NP0706:                Primary Azimuth Mark                     Grid Az
 NP0706:SPC NE       -  WOLF AZ MK                               117 12 40.9
 NP0706:SPC SD S     -  WOLF AZ MK                               117 04 30.8
 NP0706:UTM  13      -  WOLF AZ MK                               113 52 07.0
 NP0706
 NP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2604358038(NAD 83)
 NP0706
 NP0706|---------------------------------------------------------------------|
 NP0706| PID    Reference Object                     Distance      Geod. Az  |
 NP0706|                                                           dddmmss.s |
 NP0706| CQ4445 WOLF RM 1                             9.645 METERS 03013     |
 NP0706| CQ4444 WOLF AZ MK                                         1145519.4 |
 NP0706| NP0689 CHEYENNE HURON AWY BCN 17           APPROX.33.2 KM 1165630.8 |
 NP0706| NP0703 CRAWFORD W PUB SERVICE CO STK       APPROX.30.1 KM 1725618.5 |
 NP0706| CQ4446 WOLF RM 2                            14.208 METERS 31538     |
 NP0706|---------------------------------------------------------------------|
 NP0706
 NP0706                          SUPERSEDED SURVEY CONTROL
 NP0706
 NP0706  NAD 83(1995)-  42 57 52.44737(N)    103 27 16.26837(W) AD(       ) 1
 NP0706  NAD 83(1993)-  42 57 52.44732(N)    103 27 16.26812(W) AD(       ) 1
 NP0706  NAD 83(1986)-  42 57 52.42687(N)    103 27 16.25226(W) AD(       ) 1
 NP0706  NAD 27      -  42 57 52.53800(N)    103 27 14.52500(W) AD(       ) 1
 NP0706
 NP0706.Superseded values are not recommended for survey control.
 NP0706
 NP0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0706.See file dsdata.pdf to determine how the superseded data were derived.
 NP0706
 NP0706_MARKER: DS = TRIANGULATION STATION DISK
 NP0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0706_STAMPING: WOLF 1941
 NP0706_MARK LOGO: CGS
 NP0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0706+STABILITY: SURFACE MOTION
 NP0706
 NP0706  HISTORY     - Date     Condition        Report By
 NP0706  HISTORY     - 1941     MONUMENTED       CGS
 NP0706  HISTORY     - 1943     GOOD             CGS
 NP0706
 NP0706                          STATION DESCRIPTION
 NP0706
 NP0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0706'STATION IS LOCATED ABOUT 11-1/2 MILES W BY S OF WAYSIDE, AIR
 NP0706'LINE DISTANCE, 2-3/4 MILES S OF THE NEBRASKA-SOUTH DAKOTA
 NP0706'STATE LINE, ON THE HIGHEST POINT OF A HIGH, WIDE BUTTE, ON
 NP0706'PROPERTY LEASED BY FRED WOLF AND IN THE SW 1/4 SEC. 33, T 35
 NP0706'N, R. 52 W.  IT IS NEAR THE N EDGE OF THE BUTTE, 65 FEET
 NP0706'S OF THE EDGE AND 9 FEET N OF A WHITE REFERENCE POST.  IT IS
 NP0706'STAMPED WOLF 1941 AND PROJECTS 8 INCHES.
 NP0706'
 NP0706'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0706'BRONZE DISKS SET IN CONCRETE.
 NP0706'
 NP0706'REFERENCE MARK NO. 1 IS 42 FEET S OF THE N EDGE OF THE BUTTE.
 NP0706'IT IS STAMPED WOLF NO. 1 1941 AND PROJECTS 6 INCHES.
 NP0706'
 NP0706'REFERENCE MARK NO. 2 IS 25 FEET S OF THE EDGE OF THE BUTTE.
 NP0706'IT IS STAMPED WOLF NO. 2 1941 AND PROJECTS 6 INCHES.
 NP0706'
 NP0706'THE AZIMUTH MARK IS ABOUT 10 FEET S OF THE E-W ROAD ALONG
 NP0706'THE TOP OF THE BUTTE AND 3 FEET N OF A WHITE REFERENCE POST.
 NP0706'IT IS STAMPED WOLF 1941 AND PROJECTS 8 INCHES.
 NP0706'
 NP0706'TO REACH FROM WAYSIDE GO W FROM THE RAILROAD DEPOT FOR 4.4
 NP0706'MILES AND TAKE LEFT FORK, SOUTHWESTERLY.  GO 5.0 MILES AND
 NP0706'TURN LEFT (S) AT A CROSSROADS AND SCHOOLHOUSE.  GO 0.9 MILE
 NP0706'AND TURN RIGHT (W) THROUGH A GATE AND BY SOME DESERTED FARM
 NP0706'BUILDINGS.  GO 2.6 MILES UP SLOPE AND ALONG THE TOP OF THE
 NP0706'BUTTE TO THE AZIMUTH MARK ON THE S SIDE OF THE ROAD.  CONTINUE
 NP0706'W FOR 0.25 MILE AND TURN RIGHT, NORTHWESTERLY, LEAVING THE
 NP0706'TRACK ROAD.  GO 0.25 MILE TO THE HIGHEST PART OF THE BUTTE
 NP0706'AND THE STATION.
 NP0706'
 NP0706'4-FOOT SIGNALS AT EGAN, HAMMOND, CARLSON, WRIGHT, AND SUGAR
 NP0706'ARE VISIBLE FROM THE GROUND.  A 24-FOOT SIGNAL AT WAYSIDE IS
 NP0706'VISIBLE FROM THE GROUND.  A 50-FOOT SIGNAL AT CONKLIN IS
 NP0706'VISIBLE FROM THE GROUND.  A 64-FOOT SIGNAL AT SLICK IS VISIBLE
 NP0706'FROM THE GROUND.
 NP0706
 NP0706                          STATION RECOVERY (1943)
 NP0706
 NP0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TRH)
 NP0706'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1425 ***********************************************************************
 LG1425  DESIGNATION -  WOLKEN AZ MK
 LG1425  PID         -  LG1425
 LG1425  STATE/COUNTY-  NE/GAGE
 LG1425  COUNTRY     -  US
 LG1425  USGS QUAD   -  STERLING (2017)
 LG1425
 LG1425                         *CURRENT SURVEY CONTROL
 LG1425  ______________________________________________________________________
 LG1425* NAD 83(1995) POSITION- 40 22 40.52939(N) 096 28 01.13829(W)   ADJUSTED
 LG1425* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 LG1425  ______________________________________________________________________
 LG1425  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 LG1425  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 LG1425  HORZ ORDER      -  THIRD
 LG1425
 LG1425.The horizontal coordinates were established by classical geodetic methods
 LG1425.and adjusted by the National Geodetic Survey in August 1997.
 LG1425
 LG1425.The orthometric height was scaled from a topographic map.
 LG1425
 LG1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1425.GEOID18 height accuracy estimate available here.
 LG1425
 LG1425.Click photographs - Photos may exist for this station.
 LG1425
 LG1425.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1425
 LG1425. The following values were computed from the NAD 83(1995) position.
 LG1425
 LG1425;                    North         East     Units Scale Factor Converg.
 LG1425;SPC NE       -    66,595.426   799,899.803   MT  0.99985049   +2 20 28.8
 LG1425;SPC NE       -   218,488.49  2,624,337.94   sFT  0.99985049   +2 20 28.8
 LG1425;UTM  14      - 4,472,784.913   715,032.268   MT  1.00016921   +1 38 29.7
 LG1425
 LG1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1425!SPC NE       -   0.99994926  x   0.99985049  =   0.99979975
 LG1425!UTM  14      -   0.99994926  x   1.00016921  =   1.00011846
 LG1425
 LG1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1503272784(NAD 83)
 LG1425
 LG1425                          SUPERSEDED SURVEY CONTROL
 LG1425
 LG1425  NAD 83(1986)-  40 22 40.53738(N)    096 28 01.13473(W) AD(       ) 3
 LG1425
 LG1425.Superseded values are not recommended for survey control.
 LG1425
 LG1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1425.See file dsdata.pdf to determine how the superseded data were derived.
 LG1425
 LG1425_MARKER: DZ = AZIMUTH MARK DISK
 LG1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1425_STAMPING: WOLKEN 1947
 LG1425_MARK LOGO: CGS
 LG1425_PROJECTION: FLUSH
 LG1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1425+STABILITY: SURFACE MOTION
 LG1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1425+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1984
 LG1425
 LG1425  HISTORY     - Date     Condition        Report By
 LG1425  HISTORY     - 1947     MONUMENTED       CGS
 LG1425  HISTORY     - 19840809 GOOD             NGS
 LG1425  HISTORY     - 19980202 MARK NOT FOUND   NEDR
 LG1425
 LG1425                          STATION DESCRIPTION
 LG1425
 LG1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1425'THE MARK WAS RECOVERED IN GOOD CONDITION, 14.5 KM (9.0 MI) NORTH FROM
 LG1425'VIRGINIA, 6.8 KM (4.2 MI) NORTHWEST FROM CRAB ORCHARD AND ON ROAD
 LG1425'RIGHT-OF-WAY.
 LG1425'TO REACH FROM THE CRAB ORCHARD POST OFFICE, GO EAST ON A PAVED STREET
 LG1425'FOR 0.32 KM (0.20 MI) TO A ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 LG1425'ON A PAVED, THEN GRAVELED STREET, FOR 1.61 KM (1.00 MI) TO A CURVE
 LG1425'LEFT.  CONTINUE WEST FOR 0.64 KM (0.40 MI) TO A CURVE RIGHT.
 LG1425'CONTINUE NORTH FOR 3.21 KM (1.99 MI) TO A CROSSROAD.  TURN LEFT AND
 LG1425'GO WEST FOR 2.90 KM (1.80 MI) TO STATION--WOLKEN--AT FARM BUILDINGS.
 LG1425'CONTINUE WEST FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 LG1425'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1425'WITH THE GROUND.  IT IS 9.1 M (29.9 FT) SOUTH FROM THE CENTERLINE OF
 LG1425'THE ROAD, 0.46 M (1.51 FT) EAST FROM A WITNESS POST AND IS AT THE
 LG1425'NORTH EDGE OF A CULTIVATED FIELD.
 LG1425
 LG1425                          STATION RECOVERY (1998)
 LG1425
 LG1425'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1425'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE MARK MAY
 LG1425'HAVE BEEN GRADED OUT BY ROAD GRADING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1426 ***********************************************************************
 LG1426  DESIGNATION -  WOLKEN RESET
 LG1426  PID         -  LG1426
 LG1426  STATE/COUNTY-  NE/JOHNSON
 LG1426  COUNTRY     -  US
 LG1426  USGS QUAD   -  STERLING (2017)
 LG1426
 LG1426                         *CURRENT SURVEY CONTROL
 LG1426  ______________________________________________________________________
 LG1426* NAD 83(1995) POSITION- 40 22 41.06147(N) 096 27 33.91869(W)   ADJUSTED
 LG1426* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 LG1426  ______________________________________________________________________
 LG1426  GEOID HEIGHT    -        -27.431 (meters)                     GEOID18
 LG1426  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 LG1426  HORZ ORDER      -  FIRST
 LG1426
 LG1426.The horizontal coordinates were established by classical geodetic methods
 LG1426.and adjusted by the National Geodetic Survey in August 1997.
 LG1426
 LG1426.The orthometric height was scaled from a topographic map.
 LG1426
 LG1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1426.GEOID18 height accuracy estimate available here.
 LG1426
 LG1426.Click photographs - Photos may exist for this station.
 LG1426
 LG1426.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1426
 LG1426. The following values were computed from the NAD 83(1995) position.
 LG1426
 LG1426;                    North         East     Units Scale Factor Converg.
 LG1426;SPC NE       -    66,638.076   800,540.588   MT  0.99985044   +2 20 46.8
 LG1426;SPC NE       -   218,628.42  2,626,440.25   sFT  0.99985044   +2 20 46.8
 LG1426;UTM  14      - 4,472,819.746   715,673.731   MT  1.00017262   +1 38 47.4
 LG1426
 LG1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1426!SPC NE       -   0.99994970  x   0.99985044  =   0.99980014
 LG1426!UTM  14      -   0.99994970  x   1.00017262  =   1.00012231
 LG1426
 LG1426:                Primary Azimuth Mark                     Grid Az
 LG1426:SPC NE       -  WOLKEN AZ MK                             266 11 31.0
 LG1426:UTM  14      -  WOLKEN AZ MK                             266 53 30.4
 LG1426
 LG1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1567372819(NAD 83)
 LG1426
 LG1426|---------------------------------------------------------------------|
 LG1426| PID    Reference Object                     Distance      Geod. Az  |
 LG1426|                                                           dddmmss.s |
 LG1426| LG1040 STERLING MUNICIPAL TANK             APPROX.12.0 KM 0350406.8 |
 LG1426| LG1038 EVANGELICAL JOHANNES CH SPIRE       APPROX. 8.9 KM 0441005.1 |
 LG1426| LG1499 WOLKEN RM 1                          23.915 METERS 07733     |
 LG1426| LG1501 WOLKEN RM 3                          28.472 METERS 14249     |
 LG1426| LG1425 WOLKEN AZ MK                        APPROX. 0.6 KM 2683217.8 |
 LG1426| LG1042 ADAMS MUNICIPAL TANK                APPROX. 9.4 KM 3320405.4 |
 LG1426| LG1500 WOLKEN RM 2                          22.562 METERS 34902     |
 LG1426|---------------------------------------------------------------------|
 LG1426
 LG1426                          SUPERSEDED SURVEY CONTROL
 LG1426
 LG1426  NAD 83(1986)-  40 22 41.06938(N)    096 27 33.91508(W) AD(       ) 1
 LG1426  NAD 27      -  40 22 41.06600(N)    096 27 32.84900(W) AD(       ) 1
 LG1426
 LG1426.Superseded values are not recommended for survey control.
 LG1426
 LG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1426.See file dsdata.pdf to determine how the superseded data were derived.
 LG1426
 LG1426_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1426_STAMPING: WOLKEN 1947 1984
 LG1426_MARK LOGO: NGS
 LG1426_PROJECTION: FLUSH
 LG1426_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1426+STABILITY: SURFACE MOTION
 LG1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1426+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 LG1426
 LG1426  HISTORY     - Date     Condition        Report By
 LG1426  HISTORY     - 1984     MONUMENTED       NGS
 LG1426  HISTORY     - 19980202 GOOD             NEDR
 LG1426
 LG1426                          STATION DESCRIPTION
 LG1426
 LG1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1426'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTH-NORTHEAST FROM
 LG1426'VIRGINIA, 11.3 KM (7.0 MI) SOUTHWEST FROM STERLING, 6.4 KM (4.0 MI)
 LG1426'NORTHWEST FROM CRAB ORCHARD AND ON PROPERTY OWNED BY DALE WOLKEN,
 LG1426'ROUTE 1, CRAB ORCHARD, NEBRASKA  68332.  TELEPHONE 402 988 2455.
 LG1426'TO REACH FROM THE POST OFFICE IN CRAB ORCHARD, GO EAST ON A PAVED
 LG1426'STREET FOR 0.32 KM (0.20 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LG1426'NORTH ON A PAVED, THEN GRAVELED ROAD FOR 1.13 KM (0.70 MI) TO U.S.
 LG1426'HIGHWAY 136.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.48 KM
 LG1426'(0.30 MI) TO A CURVE LEFT.  CONTINUE WEST FOR 0.64 KM (0.40 MI) TO A
 LG1426'CURVE RIGHT.  CONTINUE NORTH FOR 3.22 KM (2.00 MI) TO A CROSSROAD.
 LG1426'TURN LEFT AND GO WEST ON A GRAVELED ROAD 2.90 KM (1.80 MI) TO THE
 LG1426'STATION ON THE RIGHT, AT A FARM DRIVEWAY LEADING TO A HOUSE AND
 LG1426'BARNS, AND ANOTHER BARN ON THE LEFT, OPPOSITE THE STATION.
 LG1426'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1426'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS RECESSED 1.1 M
 LG1426'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 12.5 M (41.0 FT)
 LG1426'WEST FROM THE CENTERLINE OF THE DRIVEWAY, 10.8 M (35.4 FT) NORTH FROM
 LG1426'THE CENTERLINE OF THE ROAD, 27.28 M (89.50 FT) NORTHWEST FROM THE
 LG1426'NORTHWEST CORNER OF A BARN ON THE SOUTH SIDE OF THE ROAD, 13.21 M
 LG1426'(43.34 FT) SOUTH FROM THE SOUTHEAST CORNER OF A GARAGE AND 4.72 M
 LG1426'(15.49 FT) EAST FROM THE SOUTHEAST CORNER OF A BARNYARD FENCE.
 LG1426
 LG1426                          STATION RECOVERY (1998)
 LG1426
 LG1426'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1426'RECOVERED IN GOOD CONDITION, ABOUT 3.5 MI (5.6 KM) NORTHWEST OF CRAB
 LG1426'ORCHARD, 0.25 MI (0.40 KM) EAST OF THE GAGE-JOHNSON COUNTY LINE, ON
 LG1426'THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD AND IN THE SW1/4, SEC19, T5N,
 LG1426'R9E.  TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAY 136 WITH
 LG1426'STATE ROAD 49C, AT CRAB ORCHARD, GO NORTHEAST ON HIGHWAY 136 FOR 1.05
 LG1426'MI (1.69 KM) TO A COUNTY ROAD INTERSECTION.  TURN LEFT AND GO NORTH ON
 LG1426'A GRADED ROAD FOR 0.3 MI (0.5 KM) TO A CURVE WEST.  CONTINUE WEST FOR
 LG1426'0.4 MI (0.6 KM) TO A CURVE NORTH.  CONTINUE NORTH FOR 2.0 MI (3.2 KM)
 LG1426'TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 1.8 MI (2.9 KM) TO THE MARK
 LG1426'ON THE RIGHT.  IT IS 24.44 M (80.18 FT) NORTH-NORTHEAST FROM THE
 LG1426'NORTHWEST CORNER OF A METAL BARN, 28.472 M (93.412 FT) NORTHWEST OF
 LG1426'REFERENCE MARK 3, IN AN OLD FOUNDATION, 13.21 M (43.34 FT) SOUTH OF
 LG1426'THE SOUTHEAST CORNER OF A GARAGE, 12.5 M (41.0 FT) WEST OF THE
 LG1426'CENTERLINE OF A FARM DRIVE, 10.8 NORTH FROM THE CENTERLINE OF THE
 LG1426'COUNTY ROAD AND IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 LG1426'REFERENCE MARKS 1 AND 2 WERE ALSO FOUND GOOD BUT REFERENCE MARK 2 IS
 LG1426'OBSTRUCTED BY A GARAGE.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LG1426'FOUND AND IS BELIEVED TO HAVE BEEN GRADED OUT BY ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1161 ***********************************************************************
 ML1161  DESIGNATION -  WOOD
 ML1161  PID         -  ML1161
 ML1161  STATE/COUNTY-  NE/DAWSON
 ML1161  COUNTRY     -  US
 ML1161  USGS QUAD   -  EDDYVILLE (2017)
 ML1161
 ML1161                         *CURRENT SURVEY CONTROL
 ML1161  ______________________________________________________________________
 ML1161* NAD 83(1995) POSITION- 41 00 20.91130(N) 099 30 28.96998(W)   ADJUSTED
 ML1161* NAVD 88 ORTHO HEIGHT -   785.    (meters)     2575.    (feet) SCALED
 ML1161  ______________________________________________________________________
 ML1161  GEOID HEIGHT    -        -23.600 (meters)                     GEOID18
 ML1161  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 ML1161  HORZ ORDER      -  SECOND
 ML1161
 ML1161.The horizontal coordinates were established by classical geodetic methods
 ML1161.and adjusted by the National Geodetic Survey in August 1997.
 ML1161
 ML1161.The orthometric height was scaled from a topographic map.
 ML1161
 ML1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1161.GEOID18 height accuracy estimate available here.
 ML1161
 ML1161.Click photographs - Photos may exist for this station.
 ML1161
 ML1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1161
 ML1161. The following values were computed from the NAD 83(1995) position.
 ML1161
 ML1161;                    North         East     Units Scale Factor Converg.
 ML1161;SPC NE       -   130,293.509   541,374.117   MT  0.99969643   +0 19 33.7
 ML1161;SPC NE       -   427,471.29  1,776,158.25   sFT  0.99969643   +0 19 33.7
 ML1161;UTM  14      - 4,539,526.168   457,276.124   MT  0.99962247   -0 20 00.1
 ML1161
 ML1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1161!SPC NE       -   0.99988054  x   0.99969643  =   0.99957701
 ML1161!UTM  14      -   0.99988054  x   0.99962247  =   0.99950305
 ML1161
 ML1161:                Primary Azimuth Mark                     Grid Az
 ML1161:SPC NE       -  WOOD AZ MK                               027 51 35.1
 ML1161:UTM  14      -  WOOD AZ MK                               028 31 08.9
 ML1161
 ML1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5727639526(NAD 83)
 ML1161
 ML1161|---------------------------------------------------------------------|
 ML1161| PID    Reference Object                     Distance      Geod. Az  |
 ML1161|                                                           dddmmss.s |
 ML1161| CO1987 WOOD AZ MK                                         0281108.8 |
 ML1161| CO1988 WOOD RM 1                            20.355 METERS 07130     |
 ML1161| CO1989 WOOD RM 2                            19.920 METERS 32854     |
 ML1161|---------------------------------------------------------------------|
 ML1161
 ML1161                          SUPERSEDED SURVEY CONTROL
 ML1161
 ML1161  NAD 83(1986)-  41 00 20.91828(N)    099 30 28.97388(W) AD(       ) 2
 ML1161  NAD 27      -  41 00 20.88800(N)    099 30 27.59800(W) AD(       ) 2
 ML1161
 ML1161.Superseded values are not recommended for survey control.
 ML1161
 ML1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1161.See file dsdata.pdf to determine how the superseded data were derived.
 ML1161
 ML1161_MARKER: DS = TRIANGULATION STATION DISK
 ML1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1161_STAMPING: WOOD 1951
 ML1161_MARK LOGO: CGS
 ML1161_PROJECTION: FLUSH
 ML1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1161+STABILITY: SURFACE MOTION
 ML1161
 ML1161  HISTORY     - Date     Condition        Report By
 ML1161  HISTORY     - 1951     MONUMENTED       CGS
 ML1161
 ML1161                          STATION DESCRIPTION
 ML1161
 ML1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1161'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF SUMNER, 0.2
 ML1161'MILE WEST OF A NORTH-SOUTH DIRT ROAD AND ON THE HIGHEST POINT
 ML1161'OF A NORTH-SOUTH RIDGE IN A PASTURE.  IT IS 2.5 FEET NORTH OF
 ML1161'A WITNESS POST.  IT IS SET FLUSH AND STAMPED WOOD 1951.
 ML1161'
 ML1161'REFERENCE MARK NO. 1 IS ABOUT 3.0 FEET BELOW THE LEVEL OF
 ML1161'THE STATION.  IT IS SET FLUSH AND STAMPED WOOD NO 1 1951.
 ML1161'
 ML1161'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.  IT
 ML1161'IS SET FLUSH AND STAMPED WOOD NO 2 1951.
 ML1161'
 ML1161'THE DISTANCE BETWEEN REFERENCE MARKS IS 103.2 FEET.
 ML1161'
 ML1161'THE AZIMUTH MARK IS 37.0 FEET WEST OF THE CENTER OF A
 ML1161'NORTH-SOUTH DIRT ROAD, 14.0 FEET NORTH OF THE CENTER OF A WIRE
 ML1161'GATE, 1.0 FOOT SOUTH OF A WITNESS POST AND SET IN A NORTH-SOUTH
 ML1161'FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED WOOD 1951.
 ML1161'
 ML1161'TO REACH THE STATION FROM THE DEPOT IN SUMNER, GO WEST ON STATE
 ML1161'HIGHWAY 40 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT, NORTH,
 ML1161'ON A DIRT ROAD FOR 2.5 MILES TO A T INTERSECTION, TURN
 ML1161'RIGHT, EAST, ON A DIRT ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN
 ML1161'LEFT, NORTH, ON A DIRT ROAD FOR 1.75 MILES TO A WIRE GATE AND
 ML1161'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN LEFT, WEST,
 ML1161'THROUGH GATE AND FOLLOW DIM TRACK ROAD NORTHWEST FOR 0.3 MILE
 ML1161'THROUGH A LARGE DRAW AND TOWARD A WINDMILL, JUST AFTER
 ML1161'CROSSING DRAW, TURN LEFT AND FOLLOW PASTURE RIDGE SOUTH FOR
 ML1161'1.0 MILE TO THE HIGHEST POINT AND THE STATION AS
 ML1161'DESCRIBED.
 ML1161'
 ML1161'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0965 ***********************************************************************
 LG0965  DESIGNATION -  WOOD
 LG0965  PID         -  LG0965
 LG0965  STATE/COUNTY-  NE/CASS
 LG0965  COUNTRY     -  US
 LG0965  USGS QUAD   -  WEEPING WATER (2017)
 LG0965
 LG0965                         *CURRENT SURVEY CONTROL
 LG0965  ______________________________________________________________________
 LG0965* NAD 83(1995) POSITION- 40 49 49.98570(N) 096 13 01.14065(W)   ADJUSTED
 LG0965* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 LG0965  ______________________________________________________________________
 LG0965  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 LG0965  LAPLACE CORR    -         -8.44  (seconds)                    DEFLEC18
 LG0965  HORZ ORDER      -  SECOND
 LG0965
 LG0965.The horizontal coordinates were established by classical geodetic methods
 LG0965.and adjusted by the National Geodetic Survey in August 1997.
 LG0965
 LG0965.The orthometric height was scaled from a topographic map.
 LG0965
 LG0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0965.GEOID18 height accuracy estimate available here.
 LG0965
 LG0965.Click photographs - Photos may exist for this station.
 LG0965
 LG0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0965
 LG0965. The following values were computed from the NAD 83(1995) position.
 LG0965
 LG0965;                    North         East     Units Scale Factor Converg.
 LG0965;SPC NE       -   117,696.818   818,909.802   MT  0.99972753   +2 30 25.2
 LG0965;SPC NE       -   386,143.64  2,686,706.58   sFT  0.99972753   +2 30 25.2
 LG0965;UTM  14      - 4,523,674.841   734,667.899   MT  1.00027786   +1 49 13.6
 LG0965
 LG0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0965!SPC NE       -   0.99994125  x   0.99972753  =   0.99966879
 LG0965!UTM  14      -   0.99994125  x   1.00027786  =   1.00021909
 LG0965
 LG0965:                Primary Azimuth Mark                     Grid Az
 LG0965:SPC NE       -  WOOD AZ MK                               176 30 47.5
 LG0965:UTM  14      -  WOOD AZ MK                               177 11 59.1
 LG0965
 LG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3466723674(NAD 83)
 LG0965
 LG0965|---------------------------------------------------------------------|
 LG0965| PID    Reference Object                     Distance      Geod. Az  |
 LG0965|                                                           dddmmss.s |
 LG0965| CL8745 WOOD RM 2                            19.873 METERS 05413     |
 LG0965| CL8743 WOOD AZ MK                                         1790112.7 |
 LG0965| LG0983 MURDOCK MUNICIPAL TANK              APPROX.11.8 KM 3333730.2 |
 LG0965| CL8744 WOOD RM 1                            17.630 METERS 35705     |
 LG0965|---------------------------------------------------------------------|
 LG0965
 LG0965                          SUPERSEDED SURVEY CONTROL
 LG0965
 LG0965  NAD 83(1986)-  40 49 49.99600(N)    096 13 01.13936(W) AD(       ) 2
 LG0965  NAD 27      -  40 49 49.99160(N)    096 13 00.10771(W) AD(       ) 2
 LG0965
 LG0965.Superseded values are not recommended for survey control.
 LG0965
 LG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0965.See file dsdata.pdf to determine how the superseded data were derived.
 LG0965
 LG0965_MARKER: DS = TRIANGULATION STATION DISK
 LG0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0965_STAMPING: WOOD 1961
 LG0965_MARK LOGO: CGS
 LG0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0965+STABILITY: SURFACE MOTION
 LG0965
 LG0965  HISTORY     - Date     Condition        Report By
 LG0965  HISTORY     - 1961     MONUMENTED       CGS
 LG0965
 LG0965                          STATION DESCRIPTION
 LG0965
 LG0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0965'THE STATION IS 5 MILES SOUTHWEST OF WEEPING WATER, 3-1/2 MILES
 LG0965'EAST-SOUTHEAST OF ELMWOOD, ON THE WEST RIGHT-OF-WAY OF A
 LG0965'NORTH-SOUTH GRAVELED ROAD.
 LG0965'
 LG0965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LG0965'STATE HIGHWAY 1, 2 MILES SOUTH OF ELMWOOD, DRIVE EAST ON U.S.
 LG0965'HIGHWAY 34 FOR 4.1 MILES TO A CROSS ROAD.  TURN LEFT AND CONTINUE
 LG0965'NORTH FOR 0.5 MILE TO THE AZIMUTH MARK OF THE LEFT.  CONTINUE
 LG0965'NORTH FOR 0.65 MILE TO THE STATION ON THE LEFT.
 LG0965'
 LG0965'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED
 LG0965'WOOD 1961.  THE SURFACE-STATION MARK IS SET IN THE TOP OF A 10 INCH
 LG0965'SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS 27 FEET WEST
 LG0965'OF THE CENTER OF THE ROAD, 3.0 FEET EAST OF THE WEST RIGHT-OF-WAY
 LG0965'FENCE AND 3.0 FEET EAST OF A METAL WITNESS POST WITH SIGN.  THE
 LG0965'UNDERGROUND-STATION MARK IS SET IN THE TOP OF A MASS OF CONCRETE
 LG0965'41 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0965'
 LG0965'REFERENCE MARK 1, A STANDARD DISK STAMPED WOOD NO 1 1961, IS SET
 LG0965'IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0965'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 31.0 FEET WEST OF THE
 LG0965'CENTER OF THE ROAD AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY
 LG0965'FENCE.
 LG0965'
 LG0965'REFERENCE MARK 2, A STANDARD DISK STAMPED WOOD NO 2 1961, IS
 LG0965'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0965'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 26.0 FEET EAST OF THE
 LG0965'CENTER OF THE ROAD AND 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY
 LG0965'FENCE.
 LG0965'
 LG0965'THE PICTURE POINT IS THE CENTER OF THE INTERSECTION OF THE
 LG0965'NORTH-SOUTH ROAD WITH A FILLED ENTRANCE INTO A CULTIVATED FIELD.
 LG0965'
 LG0965'THE AZIMUTH MARK, A STANDARD DISK STAMPED WOOD 1961, IS SET IN
 LG0965'THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0965'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 32.0 FEET EAST OF
 LG0965'THE CENTER OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST
 LG0965'WITH SIGN AND 1.0 FOOT WEST OF A FENCE CORNER.
 LG0965'
 LG0965'HORIZONTAL DISTANCE, R.M. 1 TO R.M. 2, 59.19 FEET, *(18.040) METERS.
 LG0965'
 LG0965'*DISTANCES CONVERTED TO METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0391 ***********************************************************************
 NO0391  DESIGNATION -  WOOD LAKE
 NO0391  PID         -  NO0391
 NO0391  STATE/COUNTY-  NE/CHERRY
 NO0391  COUNTRY     -  US
 NO0391  USGS QUAD   -  WOOD LAKE (2017)
 NO0391
 NO0391                         *CURRENT SURVEY CONTROL
 NO0391  ______________________________________________________________________
 NO0391* NAD 83(1995) POSITION- 42 38 38.49914(N) 100 14 11.56387(W)   ADJUSTED
 NO0391* NAVD 88 ORTHO HEIGHT -   855.5   (meters)     2807.    (feet) VERTCON
 NO0391  ______________________________________________________________________
 NO0391  GEOID HEIGHT    -        -22.051 (meters)                     GEOID18
 NO0391  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 NO0391  HORZ ORDER      -  SECOND
 NO0391
 NO0391.The horizontal coordinates were established by classical geodetic methods
 NO0391.and adjusted by the National Geodetic Survey in August 1997.
 NO0391
 NO0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0391
 NO0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0391.GEOID18 height accuracy estimate available here.
 NO0391
 NO0391.Click photographs - Photos may exist for this station.
 NO0391
 NO0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0391
 NO0391. The following values were computed from the NAD 83(1995) position.
 NO0391
 NO0391;                    North         East     Units Scale Factor Converg.
 NO0391;SPC NE       -   312,106.024   480,603.690   MT  0.99985630   -0 09 24.3
 NO0391;SPC NE       - 1,023,967.85  1,576,780.61   sFT  0.99985630   -0 09 24.3
 NO0391;UTM  14      - 4,722,026.983   398,630.678   MT  0.99972642   -0 50 15.9
 NO0391
 NO0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0391!SPC NE       -   0.99986931  x   0.99985630  =   0.99972563
 NO0391!UTM  14      -   0.99986931  x   0.99972642  =   0.99959576
 NO0391
 NO0391:                Primary Azimuth Mark                     Grid Az
 NO0391:SPC NE       -  E 228 RESET                              239 49 54.3
 NO0391:UTM  14      -  E 228 RESET                              240 30 45.9
 NO0391
 NO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9863022026(NAD 83)
 NO0391
 NO0391|---------------------------------------------------------------------|
 NO0391| PID    Reference Object                     Distance      Geod. Az  |
 NO0391|                                                           dddmmss.s |
 NO0391| NO0387 AINSWORTH MUN APT CONTROL TWR       APPROX.20.7 KM 1104504.0 |
 NO0391| NO0386 AINSWORTH MUN AIRPORT BCN           APPROX.20.7 KM 1110310.8 |
 NO0391| CO4131 WOOD LAKE RM 1                       18.870 METERS 14657     |
 NO0391| CO4130 WOOD LAKE AZ MK                                    1725410.7 |
 NO0391| NO0390 WOOD LAKE MUNICIPAL TANK            302.021 METERS 18012     |
 NO0391| NO0022 E 228 RESET                         APPROX. 1.0 KM 2394030.0 |
 NO0391| CO4132 WOOD LAKE RM 2                       18.344 METERS 25752     |
 NO0391|---------------------------------------------------------------------|
 NO0391
 NO0391                          SUPERSEDED SURVEY CONTROL
 NO0391
 NO0391  NAD 83(1986)-  42 38 38.50356(N)    100 14 11.57420(W) AD(       ) 2
 NO0391  NAD 27      -  42 38 38.49400(N)    100 14 10.11500(W) AD(       ) 2
 NO0391  NGVD 29 (07/19/86)  855.2    (m)         2806.     (f) VERT ANG       
 NO0391
 NO0391.Superseded values are not recommended for survey control.
 NO0391
 NO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0391.See file dsdata.pdf to determine how the superseded data were derived.
 NO0391
 NO0391_MARKER: DS = TRIANGULATION STATION DISK
 NO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0391_STAMPING: WOOD LAKE 1949
 NO0391_MARK LOGO: CGS
 NO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0391+STABILITY: SURFACE MOTION
 NO0391
 NO0391  HISTORY     - Date     Condition        Report By
 NO0391  HISTORY     - 1949     MONUMENTED       CGS
 NO0391  HISTORY     - 1975     GOOD             NGS
 NO0391
 NO0391                          STATION DESCRIPTION
 NO0391
 NO0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0391'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASS COVERED
 NO0391'SAND HILL ABOUT 0.25 MILE NORTH OF THE WOOD LAKE MUNICIPAL
 NO0391'WATER TANK AND 2-1/2 FEET SOUTHWEST OF A WITNESS POST.  IT
 NO0391'PROJECTS 5 INCHES AND IS STAMPED WOOD LAKE 1949.
 NO0391'
 NO0391'REFERENCE MARK NO. 1 IS 1 FOOT LOWER THAN THE STATION.  IT
 NO0391'PROJECTS 5 INCHES AND IS STAMPED WOOD LAKE NO 1 1949.
 NO0391'
 NO0391'REFERENCE MARK NO. 2 IS 5 FEET LOWER THAN THE STATION.  IT
 NO0391'PROJECTS 5 INCHES AND IS STAMPED WOOD LAKE NO 2 1949.
 NO0391'
 NO0391'THE AZIMUTH MARK IS SET IN A FENCE LINE, 22 FEET SOUTH OF THE
 NO0391'CENTER OF U.S. HIGHWAY 20, 4 FEET EAST OF THE EAST GATE POST
 NO0391'OF A STOCK YARD AND 1-1/2 FEET WEST OF A WITNESS POST.  IT
 NO0391'PROJECTS 6 INCHES AND IS STAMPED WOOD LAKE 1949.
 NO0391'
 NO0391'TO REACH THE STATION FROM THE RAILROAD STATION IN WOOD LAKE,
 NO0391'GO NORTH TO THE END OF THE STREET, TURN LEFT AND GO 0.1 MILE,
 NO0391'TURN RIGHT 0.1 MILE TO CROSS STREETS, TURN LEFT AND FOLLOW
 NO0391'MAIN TRAVELED ROAD WEST AND NORTH FOR 0.4 MILE, TURN RIGHT
 NO0391'INTO A LANE AND GO 0.05 MILE TO A GATE JUST WEST OF A WINDMILL,
 NO0391'PASS THROUGH GATE AND FOLLOW A TRACK ROAD NORTHEAST ABOUT
 NO0391'0.15 MILE.  THENCE BEAR RIGHT AND GO 0.25 MILE TO THE HIGHEST
 NO0391'POINT AND THE STATION AS DESCRIBED.
 NO0391'
 NO0391'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION, GO SOUTH
 NO0391'0.25 MILE TO U.S. HIGHWAY 20, TURN LEFT ON THE HIGHWAY AND
 NO0391'GO 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NO0391'
 NO0391'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0391
 NO0391                          STATION RECOVERY (1975)
 NO0391
 NO0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NO0391'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NO0391'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 NO0391'CONSTRUCTION ON U.S. HIGHWAY 20 THE AZIMUTH MARK WILL BE
 NO0391'DESTROYED.  BENCH MARKS LISTED ABOVE CAN SERVE AS AZIMUTH
 NO0391'MARKS.  THE AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION THIS
 NO0391'DATE BY TREES IN THE TOWN OF WOOD LAKE.  THE DISTANCES AND
 NO0391'DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 NO0391'THE PREVIOUS DATA.  FOLLOWING IS A DESCRIPTION FOR A NEW ROUTE
 NO0391'TO REACH THE STATION AND A DESCRIPTION FOR THE BENCH MARKS
 NO0391'LISTED ABOVE.
 NO0391'
 NO0391'TO REACH THE STATION FROM THE POST OFFICE IN WOOD LAKE, GO
 NO0391'NORTH ON PAVED STREET FOR 0.1 MILE TO A SAND ROAD ON THE RIGHT,
 NO0391'TURN RIGHT AND GO EAST ON THE SAND FOR 0.1 MILE TO A GATE
 NO0391'ON THE LEFT IN FENCLINE.  TURN LEFT, PASS THROUGH THE GATE
 NO0391'AND GO NORTHERLY UP SAND HILL TO WATER TANK AND RADIO TOWER,
 NO0391'TAKE DOWN FENCE AND GO NORTHERY ACROSS SANDY PASTURE FOR
 NO0391'0.25 MILE TO TOP OF HIGHEST SANDY HILL IN THE VICINITY AND THE
 NO0391'STATION AS PREVIOUSLY DESCRIBED.  (OBTAIN PERMISSION FROM
 NO0391'PROPERTY OWNER TO TAKE DOWN FENCE, HE LIVES ABOUT 200 FEET
 NO0391'EAST OF THE GATE MENTIONED ABOVE, BUT STATION IS ON PROPERTY
 NO0391'OWNED BY MR. CHARLES DENNIS OF WOOD LAKE,) YOU TRAVEL ON PROPERTY
 NO0391'OF TWO DIFFERENT OWNERS TO TRAVEL TO STATION SITE.  A 4-WHEEL
 NO0391'DRIVE VEHICLE IS RECOMMENDED TO TRAVEL TO STATION.  A
 NO0391'DAUL WHEELED VEHICLE WAS USED THIS DATE AS SAND WAS KINDA
 NO0391'PACKED DUE TO RAIN SHOWERS
 NO0391'
 NO0391'E 228 RESET 1975, A CAST ALUMINUM BENCH MARK, 4 INCHES IN
 NO0391'DIAMETER AND SET FLUSH WITH THE GROUND SURFACE, STAMPED E 228
 NO0391'RESET 1975.  0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE
 NO0391'POST OFFICE IN WOOD LAKE TO INTERSECTION OF U.S. HIGHWAY 20,
 NO0391'THEN ABOUT 150 FEET WEST OF INTERSECTION TO MARK ON LEFT, 95
 NO0391'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20, 42 FEET SOUTH
 NO0391'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A METAL
 NO0391'WITNESS POST.
 NO0391'
 NO0391'K 227 1947, A STANDARD BENCH MARK DISK STAMPED K 227 1946,
 NO0391'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 NO0391'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  0.3 MILE SOUTH
 NO0391'ALONG PAVE STREET FROM THE POST OFFICE IN WOOD LAKE TO U.S.
 NO0391'HIGHWAY 20, THENCE 1.7 MILES EAST ALONG HIGHWAY 20 TO THE
 NO0391'BENCH MARK ON THE LEFT, 90 FEET NORTHEAST OF THE CENTERLINE
 NO0391'OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE RAILROAD TRACK, 1
 NO0391'FOOT EAST OF A METAL WITNESS POST AND AT MILE POST 242.
 NO0391'
 NO0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE
 NO0391'N OF WOOD LAKE MUN. WATER TANK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0390 ***********************************************************************
 NO0390  DESIGNATION -  WOOD LAKE MUNICIPAL TANK
 NO0390  PID         -  NO0390
 NO0390  STATE/COUNTY-  NE/CHERRY
 NO0390  COUNTRY     -  US
 NO0390  USGS QUAD   -  WOOD LAKE (2017)
 NO0390
 NO0390                         *CURRENT SURVEY CONTROL
 NO0390  ______________________________________________________________________
 NO0390* NAD 83(1995) POSITION- 42 38 28.71150(N) 100 14 11.61136(W)   ADJUSTED
 NO0390  ______________________________________________________________________
 NO0390  GEOID HEIGHT    -        -22.046 (meters)                     GEOID18
 NO0390  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 NO0390  HORZ ORDER      -  THIRD
 NO0390
 NO0390.The horizontal coordinates were established by classical geodetic methods
 NO0390.and adjusted by the National Geodetic Survey in August 1997.
 NO0390
 NO0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0390.GEOID18 height accuracy estimate available here.
 NO0390
 NO0390.Click photographs - Photos may exist for this station.
 NO0390
 NO0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0390
 NO0390. The following values were computed from the NAD 83(1995) position.
 NO0390
 NO0390;                    North         East     Units Scale Factor Converg.
 NO0390;SPC NE       -   311,804.053   480,601.782   MT  0.99985535   -0 09 24.4
 NO0390;SPC NE       - 1,022,977.13  1,576,774.35   sFT  0.99985535   -0 09 24.4
 NO0390;UTM  14      - 4,721,725.095   398,625.182   MT  0.99972644   -0 50 15.8
 NO0390
 NO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9862521725(NAD 83)
 NO0390
 NO0390                          SUPERSEDED SURVEY CONTROL
 NO0390
 NO0390  NAD 83(1986)-  42 38 28.71595(N)    100 14 11.62055(W) AD(       ) 3
 NO0390  NAD 27      -  42 38 28.70400(N)    100 14 10.16300(W) AD(       ) 3
 NO0390
 NO0390.Superseded values are not recommended for survey control.
 NO0390
 NO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0390.See file dsdata.pdf to determine how the superseded data were derived.
 NO0390
 NO0390_MARKER: 53 = ELEVATED TANK
 NO0390
 NO0390  HISTORY     - Date     Condition        Report By
 NO0390  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0390
 NO0390                          STATION DESCRIPTION
 NO0390
 NO0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0390'THE WATER TANK IS LOCATED AT THE NORTHEAST EDGE OF WOOD LAKE
 NO0390'ON THE TOP OF A LOW SAND HILL.
 NO0390'
 NO0390'THE TANK PROPER IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE
 NO0390'AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  IT HAS AN
 NO0390'OVERALL HEIGHT OF 80.0 FEET AND THE POINT OBSERVED UPON WAS
 NO0390'THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1241 ***********************************************************************
 LH1241  DESIGNATION -  WOOD RIVER CHURCH SPIRE
 LH1241  PID         -  LH1241
 LH1241  STATE/COUNTY-  NE/HALL
 LH1241  COUNTRY     -  US
 LH1241  USGS QUAD   -  WOOD RIVER (2017)
 LH1241
 LH1241                         *CURRENT SURVEY CONTROL
 LH1241  ______________________________________________________________________
 LH1241* NAD 83(1995) POSITION- 40 49 21.66238(N) 098 36 23.09003(W)   ADJUSTED
 LH1241  ______________________________________________________________________
 LH1241  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 LH1241  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LH1241  HORZ ORDER      -  THIRD
 LH1241
 LH1241.The horizontal coordinates were established by classical geodetic methods
 LH1241.and adjusted by the National Geodetic Survey in August 1997.
 LH1241
 LH1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1241.GEOID18 height accuracy estimate available here.
 LH1241
 LH1241.Click photographs - Photos may exist for this station.
 LH1241
 LH1241.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1241
 LH1241. The following values were computed from the NAD 83(1995) position.
 LH1241
 LH1241;                    North         East     Units Scale Factor Converg.
 LH1241;SPC NE       -   110,792.445   617,526.350   MT  0.99972915   +0 55 24.7
 LH1241;SPC NE       -   363,491.55  2,026,001.03   sFT  0.99972915   +0 55 24.7
 LH1241;UTM  14      - 4,519,148.129   533,189.782   MT  0.99961356   +0 15 26.3
 LH1241
 LH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3318919148(NAD 83)
 LH1241
 LH1241                          SUPERSEDED SURVEY CONTROL
 LH1241
 LH1241  NAD 83(1986)-  40 49 21.66982(N)    098 36 23.09036(W) AD(       ) 3
 LH1241  NAD 27      -  40 49 21.61700(N)    098 36 21.83900(W) AD(       ) 3
 LH1241  USSD        -  40 49 21.68200(N)    098 36 21.86300(W) AD(       ) 3
 LH1241
 LH1241.Superseded values are not recommended for survey control.
 LH1241
 LH1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1241.See file dsdata.pdf to determine how the superseded data were derived.
 LH1241
 LH1241_MARKER: 90 = CHURCH SPIRE
 LH1241
 LH1241  HISTORY     - Date     Condition        Report By
 LH1241  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1241  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1241
 LH1241                          STATION DESCRIPTION
 LH1241
 LH1241'DESCRIBED BY US POWER SQUADRON 2003 (AMM)
 LH1241'STATION NOT FOUND. SITE LOCATED. THE CHURCH WITH THE SPIRE NO LONGER
 LH1241'EXISTS.  SITE OF CHURCH IS NORTH OF 11TH ST AND WEST OF DODD ST IN THE
 LH1241'NORTHWEST EDGE OF WOOD RIVER. A NEW ST. MARY'S CATHOLIC CHURCH  WAS
 LH1241'BUILT ON THE SITE IN 1964.  IT HAS NO SPIRE. THIS STATION SHOULD BE
 LH1241'DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1239 ***********************************************************************
 LH1239  DESIGNATION -  WOOD RIVER MUNICIPAL TANK
 LH1239  PID         -  LH1239
 LH1239  STATE/COUNTY-  NE/HALL
 LH1239  COUNTRY     -  US
 LH1239  USGS QUAD   -  WOOD RIVER (2017)
 LH1239
 LH1239                         *CURRENT SURVEY CONTROL
 LH1239  ______________________________________________________________________
 LH1239* NAD 83(1995) POSITION- 40 49 10.74678(N) 098 36 12.18449(W)   ADJUSTED
 LH1239  ______________________________________________________________________
 LH1239  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 LH1239  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LH1239  HORZ ORDER      -  THIRD
 LH1239
 LH1239.The horizontal coordinates were established by classical geodetic methods
 LH1239.and adjusted by the National Geodetic Survey in August 1997.
 LH1239
 LH1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1239.GEOID18 height accuracy estimate available here.
 LH1239
 LH1239.Click photographs - Photos may exist for this station.
 LH1239
 LH1239.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1239
 LH1239. The following values were computed from the NAD 83(1995) position.
 LH1239
 LH1239;                    North         East     Units Scale Factor Converg.
 LH1239;SPC NE       -   110,459.985   617,787.239   MT  0.99972977   +0 55 31.9
 LH1239;SPC NE       -   362,400.80  2,026,856.97   sFT  0.99972977   +0 55 31.9
 LH1239;UTM  14      - 4,518,812.697   533,446.758   MT  0.99961377   +0 15 33.3
 LH1239
 LH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3344618812(NAD 83)
 LH1239
 LH1239                          SUPERSEDED SURVEY CONTROL
 LH1239
 LH1239  NAD 83(1986)-  40 49 10.75376(N)    098 36 12.18458(W) AD(       ) 3
 LH1239  NAD 27      -  40 49 10.71020(N)    098 36 10.93620(W) AD(       ) 3
 LH1239
 LH1239.Superseded values are not recommended for survey control.
 LH1239
 LH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1239.See file dsdata.pdf to determine how the superseded data were derived.
 LH1239
 LH1239_MARKER: 53 = ELEVATED TANK
 LH1239
 LH1239  HISTORY     - Date     Condition        Report By
 LH1239  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1239  HISTORY     - 1959     GOOD             CGS
 LH1239  HISTORY     - 20030811 GOOD             USPSQD
 LH1239
 LH1239                          STATION DESCRIPTION
 LH1239
 LH1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1239'THE STATION IS LOCATED IN WOOD RIVER JUST BEHIND THE WOOD RIVER
 LH1239'FIRE DEPARTMENT BUILDING.
 LH1239'
 LH1239'IT IS ABOUT 95 FEET HIGH, IS PAINTED SILVER, HAS FOUR LEGS,
 LH1239'HAS WOOD RIVER STENCILED ON THE EAST SIDE OF THE BOWL AND HAS
 LH1239'A BALL ON THE TOP OF THE ROOF.
 LH1239'
 LH1239'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LH1239
 LH1239                          STATION RECOVERY (1959)
 LH1239
 LH1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1239'RECOVERED AS DESCRIBED IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 LH1239
 LH1239                          STATION RECOVERY (2003)
 LH1239
 LH1239'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1239'STATION FOUND GOOD. TANK IS NORTH OF U.S. HIGHWAY 30, WEST OF WEST ST,
 LH1239'AND SOUTH OF 8TH ST.  IT HAS BLACK LEGS, SILVER TANK WITH WOOD RIVER
 LH1239'IN BLACK LETTERING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1240 ***********************************************************************
 LH1240  DESIGNATION -  WOOD RIVER RESET
 LH1240  PID         -  LH1240
 LH1240  STATE/COUNTY-  NE/HALL
 LH1240  COUNTRY     -  US
 LH1240  USGS QUAD   -  WOOD RIVER (2017)
 LH1240
 LH1240                         *CURRENT SURVEY CONTROL
 LH1240  ______________________________________________________________________
 LH1240* NAD 83(1995) POSITION- 40 49 47.98526(N) 098 34 03.27564(W)   ADJUSTED
 LH1240* NAVD 88 ORTHO HEIGHT -   593.573 (meters)     1947.41  (feet) ADJUSTED
 LH1240  ______________________________________________________________________
 LH1240  GEOID HEIGHT    -        -24.830 (meters)                     GEOID18
 LH1240  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 LH1240  DYNAMIC HEIGHT  -        593.252 (meters)     1946.36  (feet) COMP
 LH1240  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 LH1240
 LH1240  HORZ ORDER      -  THIRD
 LH1240  VERT ORDER      -  FIRST     CLASS II
 LH1240
 LH1240.The horizontal coordinates were established by classical geodetic methods
 LH1240.and adjusted by the National Geodetic Survey in August 1997.
 LH1240
 LH1240.The orthometric height was determined by differential leveling and
 LH1240.adjusted by the NATIONAL GEODETIC SURVEY
 LH1240.in May 1993.
 LH1240
 LH1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1240.GEOID18 height accuracy estimate available here.
 LH1240
 LH1240.Click photographs - Photos may exist for this station.
 LH1240
 LH1240.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1240
 LH1240.The dynamic height is computed by dividing the NAVD 88
 LH1240.geopotential number by the normal gravity value computed on the
 LH1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1240.degrees latitude (g = 980.6199 gals.).
 LH1240
 LH1240.The modeled gravity was interpolated from observed gravity values.
 LH1240
 LH1240. The following values were computed from the NAD 83(1995) position.
 LH1240
 LH1240;                    North         East     Units Scale Factor Converg.
 LH1240;SPC NE       -   111,657.633   620,787.904   MT  0.99972765   +0 56 57.3
 LH1240;SPC NE       -   366,330.08  2,036,701.65   sFT  0.99972765   +0 56 57.3
 LH1240;UTM  14      - 4,519,975.232   536,460.806   MT  0.99961636   +0 16 57.8
 LH1240
 LH1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1240!SPC NE       -   0.99991079  x   0.99972765  =   0.99963847
 LH1240!UTM  14      -   0.99991079  x   0.99961636  =   0.99952719
 LH1240
 LH1240:                Primary Azimuth Mark                     Grid Az
 LH1240:SPC NE       -  WOOD RIVER AZ MK                         070 57 30.0
 LH1240:UTM  14      -  WOOD RIVER AZ MK                         071 37 29.5
 LH1240
 LH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3646019975(NAD 83)
 LH1240
 LH1240|---------------------------------------------------------------------|
 LH1240| PID    Reference Object                     Distance      Geod. Az  |
 LH1240|                                                           dddmmss.s |
 LH1240| LH1487 WOOD RIVER RM 1                      19.623 METERS 05733     |
 LH1240| LH1489 WOOD RIVER AZ MK                                   0715427.3 |
 LH1240| CO1990 WOOD RIVER RM 2                      20.140 METERS 24334     |
 LH1240| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 3.2 KM 2491126.9 |
 LH1240| LH1488 WOOD RIVER RM 3                       5.947 METERS 29922     |
 LH1240|---------------------------------------------------------------------|
 LH1240
 LH1240                          SUPERSEDED SURVEY CONTROL
 LH1240
 LH1240  NAD 83(1986)-  40 49 47.99241(N)    098 34 03.27629(W) AD(       ) 3
 LH1240  NAD 27      -  40 49 47.94700(N)    098 34 02.02900(W) AD(       ) 3
 LH1240  NGVD 29 (02/14/92)  593.316  (m)         1946.57   (f) ADJUSTED    1 2
 LH1240
 LH1240.Superseded values are not recommended for survey control.
 LH1240
 LH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1240.See file dsdata.pdf to determine how the superseded data were derived.
 LH1240
 LH1240_MARKER: DS = TRIANGULATION STATION DISK
 LH1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1240_STAMPING: WOOD RIVER 1950
 LH1240_MARK LOGO: CGS
 LH1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1240+STABILITY: SURFACE MOTION
 LH1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1240+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH1240
 LH1240  HISTORY     - Date     Condition        Report By
 LH1240  HISTORY     - 1950     MONUMENTED       CGS
 LH1240  HISTORY     - 1958     GOOD             CGS
 LH1240  HISTORY     - 1958     GOOD             CGS
 LH1240  HISTORY     - 1971     MARK NOT FOUND   NGS
 LH1240  HISTORY     - 19910924 GOOD             NGS
 LH1240
 LH1240                          STATION DESCRIPTION
 LH1240
 LH1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1240'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF WOOD RIVER ON
 LH1240'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.  IT IS 47 FEET NORTH
 LH1240'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTHEAST OF A FENCE
 LH1240'CORNER AND 14 FEET SOUTH OF A RIGHT-OF-WAY FENCE POST WITH A
 LH1240'TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LH1240'STAMPED WOOD RIVER 1950.
 LH1240'
 LH1240'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF THE CENTERLINE OF THE
 LH1240'HIGHWAY AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 LH1240'PROJECTS 4 INCHES AND THE DISK IS STAMPED WOOD RIVER NO 1 1950.
 LH1240'
 LH1240'REFERENCE MARK NO. 2 IS 49 FEET WEST OF A FENCE CORNER, 42 FEET
 LH1240'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1-1/2 FEET NORTH OF THE
 LH1240'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LH1240'STAMPED WOOD RIVER NO 2 1950.
 LH1240'
 LH1240'THE AZIMUTH MARK IS 83.5 FEET NORTH OF THE NORTH RAIL OF A
 LH1240'RAILROAD, 50 FEET NORTH-NORTHWEST OF A TELEGRAPH POLE, 42 FEET
 LH1240'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET WEST OF A
 LH1240'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LH1240'WOOD RIVER 1950.
 LH1240'
 LH1240'TO REACH THE STATION FROM WOOD RIVER, WHERE MAIN STREET INTERSECTS
 LH1240'U.S. HIGHWAY 30, GO EAST ON THE HIGHWAY FOR 1.9 MILES TO THE
 LH1240'STATION ON THE LEFT.
 LH1240'
 LH1240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 LH1240'HIGHWAY FOR 0.35 MILE TO THE MARK ON THE RIGHT MARKED BY A
 LH1240'WHITE WITNESS POST.
 LH1240'
 LH1240'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LH1240
 LH1240                          STATION RECOVERY (1958)
 LH1240
 LH1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 LH1240'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1240'IN GOOD CONDITION EXCEPT THE STATION MARK AND REFERENCE MARK
 LH1240'NO. 2.  THESE MARKS WERE STANDING IN THE ROAD DITCH WITH MOUNDS
 LH1240'OF DIRT AROUND THEM.  THE STATION MARK AND THE UNDERGROUND MARK
 LH1240'WERE LOWERED ABOUT TWO FEET AND THE REFERENCE MARK WAS MOVED.
 LH1240'A COMPLETE DESCRIPTION FOLLOWS.
 LH1240'
 LH1240'THE STATION IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF THE
 LH1240'SMALL TOWN OF WOOD RIVER IN THE NORTH DITCH OF U.S. HIGHWAY 30
 LH1240'ABOUT 100 YARD EAST OF A FARMHOUSE, 47 FEET NORTH OF THE CENTER
 LH1240'OF U.S. HIGHWAY 30, 18 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER,
 LH1240'AND 14 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  THE MARK
 LH1240'IS ABOUT 6 INCHES BELOW THE SURFACE OF THE BOTTOM OF THE DITCH
 LH1240'AND THE DISK IS STAMPED WOOD RIVER 1950.
 LH1240'
 LH1240'REFERENCE MARK NO. 1 IS 74 FEET EAST OF A SOUTHWEST FENCE CORNER,
 LH1240'60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, AND 1 FOOT SOUTH
 LH1240'OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LH1240'DISK IS STAMPED WOOD RIVER NO 1 1950.
 LH1240'
 LH1240'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION, 61 FEET NORTH
 LH1240'OF THE CENTER OF U.S. HIGHWAY 30 AND 1 FOOT NORTHWEST OF A
 LH1240'SOUTHWEST FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LH1240'IS STAMPED WOOD RIVER NO 3 1950.
 LH1240'
 LH1240'THE AZIMUTH MARK IS 83.5 FEET NORTH OF THE NORTHRAIL OF RAILROAD
 LH1240'TRACKS, 42 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30, AND
 LH1240'3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LH1240'AND THE DISK IS STAMPED WOOD RIVER 1950.
 LH1240'
 LH1240'TO REACH THE STATION FROM WOOD RIVER WHERE MAIN STREET INTERSECTS
 LH1240'U.S. HIGHWAY 30, GO EAST-NORTHEAST ON U.S. HIGHWAY 30 FOR 1.9
 LH1240'MILES TO THE STATION ON THE LEFT.
 LH1240'
 LH1240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY
 LH1240'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1240
 LH1240                          STATION RECOVERY (1958)
 LH1240
 LH1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LH1240'RECOVERED IN GOOD CONDITION.
 LH1240
 LH1240                          STATION RECOVERY (1971)
 LH1240
 LH1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LH1240'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LH1240'SEARCHED FOR BUT NOT FOUND.  IT IS POSSIBLE THE MARKS WERE DESTROYED
 LH1240'BY ROAD CONSTRUCTION ON U.S. HIGHWAY 30.  THE AZIMUTH MARK WAS
 LH1240'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A METAL
 LH1240'WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE MARK.
 LH1240'
 LH1240'ANOTHER ATTEMP WILL BE MADE AT A LATER DATE SEARCHING FOR THE STATION
 LH1240'AND THE REFERENCE MARKS.
 LH1240'
 LH1240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.9 MILES
 LH1240'NORTHEAST OF WOOD RIVER.
 LH1240
 LH1240                          STATION RECOVERY (1991)
 LH1240
 LH1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1240'18.3 KM (11.35 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1240'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 140.0 M (459.3 FT) NORTHEAST OF
 LH1240'THE CENTER OF A GRAVELED ROAD, 19.6 M (64.3 FT) SOUTHWEST OF
 LH1240'REFERENCE MARK 1, 14.7 M (48.2 FT) NORTHWEST OF THE HIGHWAY
 LH1240'CENTERLINE, 6.0 M (19.7 FT) EAST-SOUTHEAST OF REFERENCE MARK 3, 4.4 M
 LH1240'(14.4 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 1.1 M (3.6 FT) BELOW
 LH1240'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT)
 LH1240'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1156 ***********************************************************************
 ML1156  DESIGNATION -  WOODMAN
 ML1156  PID         -  ML1156
 ML1156  STATE/COUNTY-  NE/CUSTER
 ML1156  COUNTRY     -  US
 ML1156  USGS QUAD   -  ANSLEY SE (2017)
 ML1156
 ML1156                         *CURRENT SURVEY CONTROL
 ML1156  ______________________________________________________________________
 ML1156* NAD 83(1995) POSITION- 41 17 43.54159(N) 099 16 44.76989(W)   ADJUSTED
 ML1156* NAVD 88 ORTHO HEIGHT -   766.    (meters)     2513.    (feet) SCALED
 ML1156  ______________________________________________________________________
 ML1156  GEOID HEIGHT    -        -23.461 (meters)                     GEOID18
 ML1156  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 ML1156  HORZ ORDER      -  FIRST
 ML1156
 ML1156.The horizontal coordinates were established by classical geodetic methods
 ML1156.and adjusted by the National Geodetic Survey in August 1997.
 ML1156
 ML1156.The orthometric height was scaled from a topographic map.
 ML1156
 ML1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1156.GEOID18 height accuracy estimate available here.
 ML1156
 ML1156.Click photographs - Photos may exist for this station.
 ML1156
 ML1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1156
 ML1156. The following values were computed from the NAD 83(1995) position.
 ML1156
 ML1156;                    North         East     Units Scale Factor Converg.
 ML1156;SPC NE       -   162,581.336   560,360.287   MT  0.99966531   +0 28 39.9
 ML1156;SPC NE       -   533,402.27  1,838,448.71   sFT  0.99966531   +0 28 39.9
 ML1156;UTM  14      - 4,571,590.801   476,632.141   MT  0.99960672   -0 11 03.1
 ML1156
 ML1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1156!SPC NE       -   0.99988350  x   0.99966531  =   0.99954885
 ML1156!UTM  14      -   0.99988350  x   0.99960672  =   0.99949027
 ML1156
 ML1156:                Primary Azimuth Mark                     Grid Az
 ML1156:SPC NE       -  WOODMAN RM 3 AZIMUTH                     298 38 19.6
 ML1156:UTM  14      -  WOODMAN RM 3 AZIMUTH                     299 18 02.6
 ML1156
 ML1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7663271590(NAD 83)
 ML1156
 ML1156|---------------------------------------------------------------------|
 ML1156| PID    Reference Object                     Distance      Geod. Az  |
 ML1156|                                                           dddmmss.s |
 ML1156| CO1991 WOODMAN RM 1                         16.432 METERS 06404     |
 ML1156| CO1992 WOODMAN RM 2                         27.760 METERS 16619     |
 ML1156| ML1150 MASON CITY MUNICIPAL STANDPIPE      APPROX. 8.5 KM 1930821.6 |
 ML1156| CO1993 WOODMAN RM 3 AZIMUTH                               2990659.5 |
 ML1156|---------------------------------------------------------------------|
 ML1156
 ML1156                          SUPERSEDED SURVEY CONTROL
 ML1156
 ML1156  NAD 83(1986)-  41 17 43.54894(N)    099 16 44.77459(W) AD(       ) 1
 ML1156  NAD 27      -  41 17 43.51800(N)    099 16 43.42200(W) AD(       ) 1
 ML1156
 ML1156.Superseded values are not recommended for survey control.
 ML1156
 ML1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1156.See file dsdata.pdf to determine how the superseded data were derived.
 ML1156
 ML1156_MARKER: DS = TRIANGULATION STATION DISK
 ML1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1156_STAMPING: WOODMAN 1933
 ML1156_MARK LOGO: CGS
 ML1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1156+STABILITY: SURFACE MOTION
 ML1156
 ML1156  HISTORY     - Date     Condition        Report By
 ML1156  HISTORY     - 1933     MONUMENTED       CGS
 ML1156  HISTORY     - 1934     GOOD             NEGS
 ML1156  HISTORY     - 1951     GOOD             CGS
 ML1156
 ML1156                          STATION DESCRIPTION
 ML1156
 ML1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1156'ABOUT 5 MILES EAST OF ANSLEY, IN SOUTHWEST QUARTER SEC. 4, T.
 ML1156'15 N., R. 17 W., ON LAND OWNED BY E.J. WOODMAN, OF KENESAW,
 ML1156'NEBR.  STATION IS ON SUMMIT OF A KNOLL IN PASTURE, ABOUT 100
 ML1156'YARDS NORTH OF AN EAST-WEST ROAD, AND 200 YARDS EAST OF A
 ML1156'NORTH-SOUTH ROAD.
 ML1156'
 ML1156'REACHED FROM ANSLEY VIA STATE HIGHWAY 16, EAST 6.0 MILES TO
 ML1156'CROSSROADS, THENCE NORTH 1.1 MILES TO FORK, THEN BY RIGHT FORK
 ML1156'EAST 0.1 MILE TO A POINT NEAR SUMMIT OF GRADE.  STATION IS
 ML1156'100 YARDS NORTH ON HIGHEST SUMMIT OF HILL.
 ML1156'
 ML1156'REFERENCE MARK NO. 1, IS EAST OF STATION, IN SAME
 ML1156'PASTURE.
 ML1156'
 ML1156'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN SAME
 ML1156'PASTURE.
 ML1156'
 ML1156'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS NORTHWEST
 ML1156'OF STATION, IN FENCE LINE SOUTH OF ROAD LEADING WEST, ON SUMMIT
 ML1156'OF FIRST HILL WEST OF JUNCTION OF THIS ROAD WITH NORTH-SOUTH
 ML1156'ROAD, ABOUT 0.3 MILE NORTH OF STATION.
 ML1156
 ML1156                          STATION RECOVERY (1934)
 ML1156
 ML1156'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 ML1156'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE
 ML1156'ORIGINAL DESCRIPTION IS STILL GOOD.
 ML1156
 ML1156                          STATION RECOVERY (1951)
 ML1156
 ML1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1156'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ML1156'REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE RECOVERED AND FOUND
 ML1156'IN GOOD CONDITION.
 ML1156'
 ML1156'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1156'
 ML1156'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF ANSLEY, 5.0
 ML1156'MILES NORTH OF MASON CITY AND ON HIGH PROMINENT HILL IN A
 ML1156'PASTURE.  IT IS ABOUT 100.0 YARDS NORTH OF AN EAST-WEST TRACK
 ML1156'ROAD AND 5.0 FEET EAST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 ML1156'AND IS STAMPED WOODMAN 1933.
 ML1156'
 ML1156'REFERENCE MARK NO. 1 IS SET ON THE SLOPE OF THE HILL ABOUT 4.0
 ML1156'FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS 3 INCHES
 ML1156'AND IS STAMPED WOODMAN R.M. NO 1 1933.
 ML1156'
 ML1156'REFERENCE MARK NO. 2 IS SET ON THE SLOPE OF THE HILL ABOUT 2.0
 ML1156'FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS 3 INCHES AND
 ML1156'IS STAMPED WOODMAN R.M. NO 2 1933.
 ML1156'
 ML1156'REFERENCE MARK NO. 3 IS USED AS THE AZIMUTH MARK.  IT IS 16.0
 ML1156'FEET SOUTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 2.0 FEET
 ML1156'EAST OF A WITNESS POST AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE
 ML1156'LINE.  IT PROJECTS 8 INCHES AND IS STAMPED WOODMAN R.M. NO 3 1933.
 ML1156'
 ML1156'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST DOWN
 ML1156'HILL AND THROUGH PASTURE FOR 0.15 MILE TO A WIRE GATE IN A
 ML1156'NORTH-SOUTH FENCE LINE.  GO THROUGH GATE AND FOLLOW WINDING
 ML1156'TRACK ROAD NORTH AND WEST FOR 0.25 MILE TO THE AZIMUTH MARK ON
 ML1156'THE LEFT AS DESCRIBED.
 ML1156'
 ML1156'TO REACH THE STATION FROM THE DEPOT IN MASON CITY, GO NORTH
 ML1156'ON STATE HIGHWAY 134 FOR 3.65 MILES TO STATE HIGHWAY 92.  TURN
 ML1156'RIGHT, EAST, ON STATE HIGHWAY 92 FOR 1.0 MILE TO A TRACK ROAD
 ML1156'LEADING NORTH, TURN LEFT, NORTH, ON A TRACK ROAD FOR 1.2 MILES
 ML1156'TO A Y FORK.  TAKE LEFT FORK AND GO NORTH FOR 0.15 MILE TO A
 ML1156'WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO SOUTHEAST
 ML1156'FOR 0.15 MILE THROUGH A PASTURE TO THE TOP OF THE MOST
 ML1156'PROMINENT HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0652 ***********************************************************************
 NP0652  DESIGNATION -  WORLEY
 NP0652  PID         -  NP0652
 NP0652  STATE/COUNTY-  NE/BOX BUTTE
 NP0652  COUNTRY     -  US
 NP0652  USGS QUAD   -  BOX BUTTE SW (2017)
 NP0652
 NP0652                         *CURRENT SURVEY CONTROL
 NP0652  ______________________________________________________________________
 NP0652* NAD 83(1995) POSITION- 42 19 35.09701(N) 102 52 29.04919(W)   ADJUSTED
 NP0652* NAVD 88 ORTHO HEIGHT -  1219.    (meters)     3999.    (feet) SCALED
 NP0652  ______________________________________________________________________
 NP0652  GEOID HEIGHT    -        -18.445 (meters)                     GEOID18
 NP0652  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 NP0652  HORZ ORDER      -  SECOND
 NP0652
 NP0652.The horizontal coordinates were established by classical geodetic methods
 NP0652.and adjusted by the National Geodetic Survey in August 1997.
 NP0652
 NP0652.The orthometric height was scaled from a topographic map.
 NP0652
 NP0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0652.GEOID18 height accuracy estimate available here.
 NP0652
 NP0652.Click photographs - Photos may exist for this station.
 NP0652
 NP0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0652
 NP0652. The following values were computed from the NAD 83(1995) position.
 NP0652
 NP0652;                    North         East     Units Scale Factor Converg.
 NP0652;SPC NE       -   280,743.187   263,147.275   MT  0.99976117   -1 54 18.3
 NP0652;SPC NE       -   921,071.61    863,342.35   sFT  0.99976117   -1 54 18.3
 NP0652;UTM  13      - 4,688,206.200   675,110.752   MT  0.99997730   +1 25 53.1
 NP0652
 NP0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0652!SPC NE       -   0.99981181  x   0.99976117  =   0.99957302
 NP0652!UTM  13      -   0.99981181  x   0.99997730  =   0.99978911
 NP0652
 NP0652:                Primary Azimuth Mark                     Grid Az
 NP0652:SPC NE       -  WORLEY AZ MK                             268 54 53.9
 NP0652:UTM  13      -  WORLEY AZ MK                             265 34 42.5
 NP0652
 NP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7511088206(NAD 83)
 NP0652
 NP0652|---------------------------------------------------------------------|
 NP0652| PID    Reference Object                     Distance      Geod. Az  |
 NP0652|                                                           dddmmss.s |
 NP0652| CQ4453 WORLEY RM 1                          20.875 METERS 08433     |
 NP0652| CQ4452 WORLEY AZ MK                                       2670035.6 |
 NP0652| CQ4454 WORLEY RM 2                          23.893 METERS 34305     |
 NP0652|---------------------------------------------------------------------|
 NP0652
 NP0652                          SUPERSEDED SURVEY CONTROL
 NP0652
 NP0652  NAD 83(1993)-  42 19 35.09674(N)    102 52 29.04861(W) AD(       ) 2
 NP0652  NAD 83(1986)-  42 19 35.09375(N)    102 52 29.04585(W) AD(       ) 2
 NP0652  NAD 27      -  42 19 35.22700(N)    102 52 27.33000(W) AD(       ) 2
 NP0652
 NP0652.Superseded values are not recommended for survey control.
 NP0652
 NP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0652.See file dsdata.pdf to determine how the superseded data were derived.
 NP0652
 NP0652_MARKER: DB = BENCH MARK DISK
 NP0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0652_STAMPING: WORLEY 1946
 NP0652_MARK LOGO: CGS
 NP0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0652+STABILITY: SURFACE MOTION
 NP0652
 NP0652  HISTORY     - Date     Condition        Report By
 NP0652  HISTORY     - 1946     MONUMENTED       CGS
 NP0652
 NP0652                          STATION DESCRIPTION
 NP0652
 NP0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0652'LOCATED ABOUT 15.5 MILES NORTH OF ALLIANCE, 10.5 MILES EAST
 NP0652'OF HEMINGFORD, AND ABOUT 9.5 MILES NORTHEAST OF BEREA, AIR
 NP0652'LINE, DISTANCE.  IT IS ON THE CHARLOTTE WORLEY ESTATE AND IN
 NP0652'THE NE 1/4 OF SEC. 13, T 27 N, R 48 W, AND IS 0.3 MILE WEST
 NP0652'OF JUNCTION OF STATE HIGHWAYS NO. 19 AND 87, 40 FEET SOUTH
 NP0652'OF THE CENTER LINE OF HIGHWAYS NO. 19 AND 87, AND 2.5 FEET
 NP0652'SOUTH OF A FENCE LINE.  IT IS A USGS BM DISK CEMENTED IN THE
 NP0652'TOP OF A 7 X 7 INCH CONCRETE POST PROJECTING 8 INCHES AND
 NP0652'IS STAMPED WORLEY 1946.
 NP0652'
 NP0652'REFERENCE MARK NO. 1 IS 38.5 FEET SOUTH OF THE CENTER LINE
 NP0652'OF STATE HIGHWAYS NO. 19 AND 87 AND 1 FOOT SOUTH OF A FENCE
 NP0652'LINE.  IT PROJECTS 6 INCHES AND IS STAMPED WORLEY USGS 1946 NO
 NP0652'1.
 NP0652'
 NP0652'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A CULTIVATED FIELD
 NP0652'AND 39 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAYS NO. 19
 NP0652'AND 87.  IT PROJECTS ABOUT 4 INCHES AND IS STAMPED WORLEY USGS
 NP0652'1946 NO 1.
 NP0652'
 NP0652'AZIMUTH MARK IS 0.5 MILE WEST OF STATION, 0.15 MILE EAST OF
 NP0652'SOME FARM BUILDINGS, 34.5 FEET NORTH OF THE CENTER LINE OF
 NP0652'STATE HIGHWAYS NOS. 19 AND 87, AND 1 FOOT SOUTH OF A FENCE
 NP0652'LINE.  IT PROJECTS ABOUT 3 INCHES AND IS STAMPED WORLEY USGS
 NP0652'1946.
 NP0652'
 NP0652'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NOS. 19 AND 2
 NP0652'AT THE EAST EDGE OF ALLIANCE, GO NORTH ON HIGHWAY NO. 19 FOR
 NP0652'16.1 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 87.  TURN
 NP0652'WEST ON HIGHWAY NO 19 AND HIGHWAY NO. 87 FOR 0.3 MILE TO THE
 NP0652'STATION ON THE LEFT AS DESCRIBED.
 NP0652'
 NP0652'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 NP0652'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE
 NP0652'HIGHWAY AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0726 ***********************************************************************
 NP0726  DESIGNATION -  WRIGHT
 NP0726  PID         -  NP0726
 NP0726  STATE/COUNTY-  NE/SIOUX
 NP0726  COUNTRY     -  US
 NP0726  USGS QUAD   -  ROUNDTOP (2017)
 NP0726
 NP0726                         *CURRENT SURVEY CONTROL
 NP0726  ______________________________________________________________________
 NP0726* NAD 83(1995) POSITION- 42 49 12.04904(N) 103 37 09.06913(W)   ADJUSTED
 NP0726* NAVD 88 ORTHO HEIGHT -  1342.    (meters)     4403.    (feet) SCALED
 NP0726  ______________________________________________________________________
 NP0726  GEOID HEIGHT    -        -16.583 (meters)                     GEOID18
 NP0726  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 NP0726  HORZ ORDER      -  FIRST
 NP0726
 NP0726.The horizontal coordinates were established by classical geodetic methods
 NP0726.and adjusted by the National Geodetic Survey in August 1997.
 NP0726
 NP0726.The orthometric height was scaled from a topographic map.
 NP0726
 NP0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0726.GEOID18 height accuracy estimate available here.
 NP0726
 NP0726.Click photographs - Photos may exist for this station.
 NP0726
 NP0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0726
 NP0726. The following values were computed from the NAD 83(1995) position.
 NP0726
 NP0726;                    North         East     Units Scale Factor Converg.
 NP0726;SPC NE       -   337,820.531   204,137.546   MT  0.99992243   -2 23 54.3
 NP0726;SPC NE       - 1,108,332.86    669,741.27   sFT  0.99992243   -2 23 54.3
 NP0726;UTM  13      - 4,741,752.514   612,876.685   MT  0.99975675   +0 56 19.1
 NP0726
 NP0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0726!SPC NE       -   0.99979224  x   0.99992243  =   0.99971469
 NP0726!UTM  13      -   0.99979224  x   0.99975675  =   0.99954904
 NP0726
 NP0726:                Primary Azimuth Mark                     Grid Az
 NP0726:SPC NE       -  WRIGHT AZ MK                             101 29 56.1
 NP0726:UTM  13      -  WRIGHT AZ MK                             098 09 42.7
 NP0726
 NP0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH1287641752(NAD 83)
 NP0726
 NP0726|---------------------------------------------------------------------|
 NP0726| PID    Reference Object                     Distance      Geod. Az  |
 NP0726|                                                           dddmmss.s |
 NP0726| CQ4455 WRIGHT AZ MK                                       0990601.8 |
 NP0726| CQ4456 WRIGHT RM 1                           3.541 METERS 10925     |
 NP0726| CQ4457 WRIGHT RM 2                           4.389 METERS 17957     |
 NP0726| OT0805 ARDMORE MUNICIPAL TANK              APPROX.22.5 KM 3524919.5 |
 NP0726|---------------------------------------------------------------------|
 NP0726
 NP0726                          SUPERSEDED SURVEY CONTROL
 NP0726
 NP0726  NAD 83(1993)-  42 49 12.04891(N)    103 37 09.06943(W) AD(       ) 1
 NP0726  NAD 83(1986)-  42 49 12.02854(N)    103 37 09.05048(W) AD(       ) 1
 NP0726  NAD 27      -  42 49 12.13900(N)    103 37 07.31900(W) AD(       ) 1
 NP0726
 NP0726.Superseded values are not recommended for survey control.
 NP0726
 NP0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0726.See file dsdata.pdf to determine how the superseded data were derived.
 NP0726
 NP0726_MARKER: DS = TRIANGULATION STATION DISK
 NP0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0726_STAMPING: WRIGHT 1941
 NP0726_MARK LOGO: CGS
 NP0726_MAGNETIC: P = MARKER IS A STEEL PIPE
 NP0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0726
 NP0726  HISTORY     - Date     Condition        Report By
 NP0726  HISTORY     - 1941     MONUMENTED       CGS
 NP0726
 NP0726                          STATION DESCRIPTION
 NP0726
 NP0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0726'STATION IS ABOUT 10 MILES WNW OF HORN RAILROAD DEPOT, ON THE
 NP0726'HIGHEST PART OF A PROMINENT, CONE-SHAPED SPARSELY TIMBERED
 NP0726'PEAK WHICH IS AT THE N END OF A PINE-COVERED RIDGE, ON THE
 NP0726'PROPERTY OF FRANK WRIGHT AND IN THE SW 1/4 SEC. 19, T. 33 N,
 NP0726'R. 53 W.  IT IS 10 FEET S OF A SHARP BREAK TO THE N AND IS A
 NP0726'STANDARD DISK WELDED TO THE TOP OF A 2-INCH CAST-IRON PIPE
 NP0726'WHICH IS EMBEDDED IN CONCRETE IN THE GROUND.  IT IS STAMPED
 NP0726'WRIGHT 1941 AND PROJECTS ABOUT 12 INCHES.
 NP0726'
 NP0726'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION
 NP0726'AND IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH CAST-IRON
 NP0726'PIPE THAT IS EMBEDDED IN CONCRETE IN THE GROUND.  IT IS
 NP0726'STAMPED WRIGHT NO. 1 1941 AND PROJECTS 10 INCHES.
 NP0726'
 NP0726'REFERENCE MARK NO. 2 IS 10 FEET S OF THE BREAK TO THE N AND
 NP0726'ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NP0726'WELDED TO THE TOP OF A 4-INCH CAST-IRON PIPE THAT IS EMBEDDED IN
 NP0726'CONCRETE IN THE GROUND.  IT IS STAMPED WRIGHT NO. 2 1941 AND
 NP0726'PROJECTS 12 INCHES.
 NP0726'
 NP0726'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 NP0726'IN CONCRETE.
 NP0726'
 NP0726'THE AZIMUTH MARK IS 22 FEET N OF THE CENTER LINE OF THE E-W
 NP0726'GRADED ROAD TO THE STATION, 11 FEET E OF THE CENTER LINE OF
 NP0726'A FIELD ROAD, 4.5 FEET W OF A WHITE REFERENCE POST AND 2 FEET
 NP0726'S OF AN E-W WIRE FENCE.  IT IS STAMPED WRIGHT 1941 AND PROJECTS
 NP0726'8 INCHES.
 NP0726'
 NP0726'TO REACH THE STATION FROM THE HORN RAILROAD DEPOT GO W ON A
 NP0726'GRADED DIRT ROAD FOR 1.9 MILES AND TURN LEFT, S.  GO 0.25
 NP0726'MILE AND TURN RIGHT, W.  GO 1.0 MILE AND TURN RIGHT, N.  FOLLOW
 NP0726'THE MAIN-TRAVELED ROAD FOR 7.0 MILES TO A SCHOOLHOUSE ON THE
 NP0726'RIGHT AND CONTINUE STRAIGHT AHEAD ON THE SAME ROAD.  GO 0.7
 NP0726'MILE AND TURN RIGHT (N) THRU A WIRE GATE (THE AZIMUTH MARK
 NP0726'IS AT THIS GATE).  GO ABOUT 50 YARDS AND TAKE A LEFT FORK.
 NP0726'GO 0.25 MILE AND TAKE A DIM LEFT FORK.  GO 0.4 MILE AND TAKE
 NP0726'A RIGHT FORK UP A DRAW AND THEN WESTERLY OVER A SMALL SADDLE
 NP0726'FOR 0.6 MILE TO A WIRE FENCE AND THE END OF TRUCK TRAVEL.
 NP0726'FROM HERE PACK NW FOR ABOUT 1/4 MILE TO THE SUMMIT OF THE
 NP0726'HILL AND THE STATION.
 NP0726'
 NP0726'4-FOOT SIGNALS AT SUGAR, WOLF, AND CARLSON ARE VISIBLE FROM
 NP0726'THE GROUND.
 NP0726'
 NP0726'A 37-FOOT SIGNAL AT ARD IS VISIBLE FROM THE GROUND.
 NP0726'
 NP0726'A 50-FOOT SIGNAL AT CONKLIN, A 64-FOOT SIGNAL AT FLUENT, AND
 NP0726'A 77-FOOT SIGNAL AT DIECKMAN ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0081 ***********************************************************************
 MK0081  DESIGNATION -  WW 246
 MK0081  PID         -  MK0081
 MK0081  STATE/COUNTY-  NE/WASHINGTON
 MK0081  COUNTRY     -  US
 MK0081  USGS QUAD   -  BLAIR (2017)
 MK0081
 MK0081                         *CURRENT SURVEY CONTROL
 MK0081  ______________________________________________________________________
 MK0081* NAD 83(1986) POSITION- 41 31 56.     (N) 096 09 33.     (W)   SCALED
 MK0081* NAVD 88 ORTHO HEIGHT -   357.527 (meters)     1172.99  (feet) ADJUSTED
 MK0081  ______________________________________________________________________
 MK0081  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 MK0081  DYNAMIC HEIGHT  -        357.360 (meters)     1172.44  (feet) COMP
 MK0081  MODELED GRAVITY -    980,149.4   (mgal)                       NAVD 88
 MK0081
 MK0081  VERT ORDER      -  SECOND    CLASS 0
 MK0081
 MK0081.The horizontal coordinates were scaled from a map and have
 MK0081.an estimated accuracy of +/- 6 seconds.
 MK0081
 MK0081.The orthometric height was determined by differential leveling and
 MK0081.adjusted by the NATIONAL GEODETIC SURVEY
 MK0081.in June 1991.
 MK0081
 MK0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0081.GEOID18 height accuracy estimate available here.
 MK0081
 MK0081.Click photographs - Photos may exist for this station.
 MK0081
 MK0081.The dynamic height is computed by dividing the NAVD 88
 MK0081.geopotential number by the normal gravity value computed on the
 MK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0081.degrees latitude (g = 980.6199 gals.).
 MK0081
 MK0081.The modeled gravity was interpolated from observed gravity values.
 MK0081
 MK0081;                    North         East    Units  Estimated Accuracy
 MK0081;SPC NE       -   195,740.      820,320.      MT  (+/- 180 meters Scaled)
 MK0081
 MK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369017(NAD 83)
 MK0081
 MK0081                          SUPERSEDED SURVEY CONTROL
 MK0081
 MK0081  NGVD 29 (??/??/92)  357.378  (m)         1172.50   (f) ADJ UNCH    2 0
 MK0081
 MK0081.Superseded values are not recommended for survey control.
 MK0081
 MK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0081.See file dsdata.pdf to determine how the superseded data were derived.
 MK0081
 MK0081_MARKER: DB = BENCH MARK DISK
 MK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0081_STAMPING: WW 246 1947
 MK0081_MARK LOGO: CGS
 MK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0081+STABILITY: SURFACE MOTION
 MK0081
 MK0081  HISTORY     - Date     Condition        Report By
 MK0081  HISTORY     - 1947     MONUMENTED       CGS
 MK0081
 MK0081                          STATION DESCRIPTION
 MK0081
 MK0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0081'2 MI SW FROM BLAIR.
 MK0081'2.0 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0081'FROM THE STATION AT BLAIR.  64.0 FEET NORTH OF A TELEGRAPH POLE
 MK0081'AND IN THE LINE OF POLES, 63.0 FEET NORTHEAST OF THE CENTER LINES
 MK0081'OF THE RAILROAD TRACK AND A PRIVATE ROAD CROSSING, AND 29.0
 MK0081'FEET EAST OF THE EAST RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0081'TRACKS.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST 6.0
 MK0081'INCHES BELOW THE LEVEL OF THE TRACKS AND WHICH PROJECTS 6.0
 MK0081'INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0305 ***********************************************************************
 MK0305  DESIGNATION -  WYCROFF
 MK0305  PID         -  MK0305
 MK0305  STATE/COUNTY-  NE/BURT
 MK0305  COUNTRY     -  US
 MK0305  USGS QUAD   -  TEKAMAH NW (2017)
 MK0305
 MK0305                         *CURRENT SURVEY CONTROL
 MK0305  ______________________________________________________________________
 MK0305* NAD 83(1995) POSITION- 41 53 41.19772(N) 096 10 05.37084(W)   ADJUSTED
 MK0305* NAVD 88 ORTHO HEIGHT -   316.733 (meters)     1039.15  (feet) ADJUSTED
 MK0305  ______________________________________________________________________
 MK0305  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 MK0305  LAPLACE CORR    -         -9.50  (seconds)                    DEFLEC18
 MK0305  DYNAMIC HEIGHT  -        316.615 (meters)     1038.76  (feet) COMP
 MK0305  MODELED GRAVITY -    980,240.6   (mgal)                       NAVD 88
 MK0305
 MK0305  HORZ ORDER      -  THIRD
 MK0305  VERT ORDER      -  SECOND    CLASS 0
 MK0305
 MK0305.The horizontal coordinates were established by classical geodetic methods
 MK0305.and adjusted by the National Geodetic Survey in August 1997.
 MK0305
 MK0305.The orthometric height was determined by differential leveling and
 MK0305.adjusted by the NATIONAL GEODETIC SURVEY
 MK0305.in June 1991.
 MK0305
 MK0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0305.GEOID18 height accuracy estimate available here.
 MK0305
 MK0305.Click photographs - Photos may exist for this station.
 MK0305
 MK0305.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0305
 MK0305.The dynamic height is computed by dividing the NAVD 88
 MK0305.geopotential number by the normal gravity value computed on the
 MK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0305.degrees latitude (g = 980.6199 gals.).
 MK0305
 MK0305.The modeled gravity was interpolated from observed gravity values.
 MK0305
 MK0305. The following values were computed from the NAD 83(1995) position.
 MK0305
 MK0305;                    North         East     Units Scale Factor Converg.
 MK0305;SPC NE       -   235,917.632   817,788.144   MT  0.99968158   +2 32 21.7
 MK0305;SPC NE       -   774,006.43  2,683,026.60   sFT  0.99968158   +2 32 21.7
 MK0305;SPC NE       -   774,006.43  2,683,026.60   sFT  0.99968158   +2 32 21.7
 MK0305;SPC IA S     -   213,817.031   278,607.143   MT  1.00002169   -1 45 27.1
 MK0305;SPC IA S     -   701,498.04    914,063.60   sFT  1.00002169   -1 45 27.1
 MK0305;SPC NE       -   235,917.632   817,788.144   MT  0.99968158   +2 32 21.7
 MK0305;UTM  14      - 4,641,971.960   734,922.856   MT  1.00027916   +1 53 30.7
 MK0305
 MK0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0305!SPC NE       -   0.99995458  x   0.99968158  =   0.99963617
 MK0305!SPC IA S     -   0.99995458  x   1.00002169  =   0.99997627
 MK0305!SPC NE       -   0.99995458  x   0.99968158  =   0.99963617
 MK0305!UTM  14      -   0.99995458  x   1.00027916  =   1.00023373
 MK0305
 MK0305:                Primary Azimuth Mark                     Grid Az
 MK0305:SPC NE       -  WYCROFF AZ MK                            352 51 05.6
 MK0305:SPC IA S     -  WYCROFF AZ MK                            357 08 54.4
 MK0305:SPC NE       -  WYCROFF AZ MK                            352 51 05.6
 MK0305:UTM  14      -  WYCROFF AZ MK                            353 29 56.6
 MK0305
 MK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3492241971(NAD 83)
 MK0305
 MK0305|---------------------------------------------------------------------|
 MK0305| PID    Reference Object                     Distance      Geod. Az  |
 MK0305|                                                           dddmmss.s |
 MK0305| MK0307 WYCROFF RM 2                         26.546 METERS 10244     |
 MK0305| MK0306 WYCROFF RM 1                         25.910 METERS 34256     |
 MK0305| MK0304 WYCROFF AZ MK                                      3552327.3 |
 MK0305|---------------------------------------------------------------------|
 MK0305
 MK0305                          SUPERSEDED SURVEY CONTROL
 MK0305
 MK0305  NAD 83(1986)-  41 53 41.20116(N)    096 10 05.36979(W) AD(       ) 3
 MK0305  NAD 27      -  41 53 41.25300(N)    096 10 04.30700(W) AD(       ) 3
 MK0305  NGVD 29 (??/??/92)  316.591  (m)         1038.68   (f) ADJ UNCH    2 0
 MK0305  NGVD 29             316.59   (m)         1038.7    (f) LEVELING    3  
 MK0305
 MK0305.Superseded values are not recommended for survey control.
 MK0305
 MK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0305.See file dsdata.pdf to determine how the superseded data were derived.
 MK0305
 MK0305_MARKER: DS = TRIANGULATION STATION DISK
 MK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0305_STAMPING: WYCROFF 1948
 MK0305_MARK LOGO: CGS
 MK0305_PROJECTION: FLUSH
 MK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0305+STABILITY: SURFACE MOTION
 MK0305
 MK0305  HISTORY     - Date     Condition        Report By
 MK0305  HISTORY     - 1948     MONUMENTED       CGS
 MK0305  HISTORY     - 1948     GOOD             CGS
 MK0305  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0305  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MK0305  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MK0305  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MK0305
 MK0305                          STATION DESCRIPTION
 MK0305
 MK0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK0305'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH-NORTHEAST OF
 MK0305'TEKAMAH AND 9.0 MILES SOUTH-SOUTHEAST OF DECATUR, ALONG THE
 MK0305'WEST SIDE OF THE MISSOURI RIVER AND IN THE SOUTHWEST CORNER
 MK0305'OF MR. HASWELLS PASTURE.  IT IS 56 FEET EAST OF THE CENTERLINE
 MK0305'OF THE ROAD, 24 FEET EAST OF A WITNESS POST IN THE NORTH-SOUTH
 MK0305'FENCE LINE AND 19 FEET NORTH OF THE EAST-WEST FENCE LINE.
 MK0305'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MK0305'WYCOFF 1948.
 MK0305'
 MK0305'REFERENCE MARK NO. 1 IS 85.00 FEET NORTH-NORTHWEST OF THE
 MK0305'STATION, 31 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1
 MK0305'FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 MK0305'DISK IS STAMPED WYCOFF NO 1 1948.
 MK0305'
 MK0305'REFERENCE MARK NO. 2 IS 87.09 FEET EAST-SOUTHEAST OF THE
 MK0305'STATION AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 MK0305'4 INCHES AND THE DISK IS STAMPED WYCOFF NO 2 1948.
 MK0305'
 MK0305'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH-NORTHWEST OF THE STATION,
 MK0305'26 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH
 MK0305'OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 MK0305'DISK IS STAMPED WYCOFF 1948.
 MK0305'
 MK0305'TO REACH FROM THE COURT HOUSE IN TEKAMAH, GO NORTH ON U.S.
 MK0305'HIGHWAY 73E FOR 6.5 MILES TO A CROSSROADS, TURN RIGHT ON
 MK0305'GRADED ROAD FOR 3.3 MILES TO CROSSROADS, TURN LEFT (CROSSING
 MK0305'BRIDGE) FOR 1.5 MILES TO THE STATION ON THE RIGHT ABOUT 0.15
 MK0305'MILE SOUTH OF MR. HASWELLS FARM HOME.  CONTINUE NORTH FOR 0.2
 MK0305'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MK0305'
 MK0305'A 4 FOOT SIGNAL AT SEA 1934 IS VISIBLE AT 20 FEET.
 MK0305'
 MK0305'A 47 FOOT SIGNAL AT TEK 1934 IS VISIBLE AT 30 FEET.
 MK0305'
 MK0305'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK0305
 MK0305                          STATION RECOVERY (1948)
 MK0305
 MK0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MK0305'11.1 MI NE FROM TEKAMAH.
 MK0305'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0305'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0305'GRAVEL ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT AND GRAVEL ROAD,
 MK0305'IN THE SOUTHWEST CORNER OF A PASTURE LOT, 57.0 FEET EAST OF THE
 MK0305'CENTER LINE OF A NORTH-SOUTH ROAD, 30.0 FEET NORTH OF THE CENTER
 MK0305'LINE OF A FIELD ROAD LEADING EAST, 30.7 FEET NORTHEAST OF A
 MK0305'CORNER FENCE POST, 24.4 FEET EAST OF A REFERENCE POST, SET IN
 MK0305'THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MK0305
 MK0305                          STATION RECOVERY (1965)
 MK0305
 MK0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0305'MARK NOT FOUND.
 MK0305
 MK0305                          STATION RECOVERY (1970)
 MK0305
 MK0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JWG)
 MK0305'WYCOFF R.M. 1 FOUND IN DITCH APPROXIMATELY 1 MILE EAST OF
 MK0305'ORIGINAL POSITION.
 MK0305'
 MK0305'ALL INDICATIONS ARE THAT THE MAIN STATION, SURFACE MARKER,
 MK0305'AND R.M. 2 ARE ALSO DESTROYED.
 MK0305
 MK0305                          STATION RECOVERY (1971)
 MK0305
 MK0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK0305'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 MK0305'2, AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NONE OF THE
 MK0305'MARKS WERE FOUND.  THE OLD TIES ARE GONE AT THE STATION SITE
 MK0305'AND THE AREA IS NOW IN CULTIVATION.  IT WAS ASSUMED THE MARKS
 MK0305'WERE DESTROYED BY FARMING OPERATIONS AND ROAD CONSTRUCTION.
 MK0305'THE UNDERGROUND MARK WOULD STILL BE IN PLACE, BUT SINCE OLD
 MK0305'TIES ARE GONE IT IS DIFFICULT TO TELL WHERE THE STATION WAS
 MK0305'LOCATED.  THE DESCRIPTION TO REACH WAS FOUND ADEQUATE DRIVING
 MK0305'TO THE STATION SITE.
 MK0305'
 MK0305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 MK0305'MILES NNE OF TEKAMAH.
 MK0305
 MK0305                          STATION RECOVERY (1974)
 MK0305
 MK0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK0305'A SEARCH WAS MADE FOR THE MARKS FOR THIS STATION AND NO
 MK0305'EVIDENCE OF ANY OF THE MARKS COULD BE FOUND, THE AREA HAS
 MK0305'CHANGED BY LAND LEVELING AND AREA IS NOW UNDER CULTIVATION, THERE
 MK0305'COULD BE A SLIGHT CHANCE THE UNDERGROUND STATION MARK IS STILL
 MK0305'ENTACT, BUT NO OLD TIE LINES ARE VISIBLE FROM THE GROUND THIS
 MK0305'DATE.
 MK0305'
 MK0305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MK0305'NORTH-NORTHEAST OF TEKAMAH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0304 ***********************************************************************
 MK0304  DESIGNATION -  WYCROFF AZ MK
 MK0304  PID         -  MK0304
 MK0304  STATE/COUNTY-  NE/BURT
 MK0304  COUNTRY     -  US
 MK0304  USGS QUAD   -  TEKAMAH NW (2017)
 MK0304
 MK0304                         *CURRENT SURVEY CONTROL
 MK0304  ______________________________________________________________________
 MK0304* NAD 83(1986) POSITION- 41 53 51.     (N) 096 10 04.     (W)   SCALED
 MK0304* NAVD 88 ORTHO HEIGHT -   316.531 (meters)     1038.49  (feet) ADJUSTED
 MK0304  ______________________________________________________________________
 MK0304  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 MK0304  DYNAMIC HEIGHT  -        316.413 (meters)     1038.10  (feet) COMP
 MK0304  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 MK0304
 MK0304  VERT ORDER      -  SECOND    CLASS 0
 MK0304
 MK0304.The horizontal coordinates were scaled from a map and have
 MK0304.an estimated accuracy of +/- 6 seconds.
 MK0304
 MK0304.The orthometric height was determined by differential leveling and
 MK0304.adjusted by the NATIONAL GEODETIC SURVEY
 MK0304.in June 1991.
 MK0304
 MK0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0304.GEOID18 height accuracy estimate available here.
 MK0304
 MK0304.Click photographs - Photos may exist for this station.
 MK0304
 MK0304.The dynamic height is computed by dividing the NAVD 88
 MK0304.geopotential number by the normal gravity value computed on the
 MK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0304.degrees latitude (g = 980.6199 gals.).
 MK0304
 MK0304.The modeled gravity was interpolated from observed gravity values.
 MK0304
 MK0304;                    North         East    Units  Estimated Accuracy
 MK0304;SPC NE       -   236,220.      817,810.      MT  (+/- 180 meters Scaled)
 MK0304
 MK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM349422(NAD 83)
 MK0304
 MK0304                          SUPERSEDED SURVEY CONTROL
 MK0304
 MK0304  NGVD 29 (??/??/92)  316.389  (m)         1038.02   (f) ADJ UNCH    2 0
 MK0304
 MK0304.Superseded values are not recommended for survey control.
 MK0304
 MK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0304.See file dsdata.pdf to determine how the superseded data were derived.
 MK0304
 MK0304_MARKER: DZ = AZIMUTH MARK DISK
 MK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0304_STAMPING: WYCROFF 1948
 MK0304_MARK LOGO: CGS
 MK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0304+STABILITY: SURFACE MOTION
 MK0304
 MK0304  HISTORY     - Date     Condition        Report By
 MK0304  HISTORY     - 1948     MONUMENTED       CGS
 MK0304
 MK0304                          STATION DESCRIPTION
 MK0304
 MK0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK0304'11.3 MI NE FROM TEKAMAH.
 MK0304'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0304'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0304'GRAVEL ROAD, THENCE 1.7 MILES NORTH ALONG A DIRT AND GRAVEL
 MK0304'ROAD, ABOUT 300.0 FEET NORTH-NORTHWEST OF A FARMHOUSE, ALONG THE
 MK0304'EAST EDGE OF A CULTIVATED FIELD, 24.0 FEET WEST OF THE CENTER
 MK0304'LINE OF A NORTH-SOUTH ROAD, 2.2 FEET SOUTH OF A POWER LINE POLE,
 MK0304'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MK0304'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0306 ***********************************************************************
 MK0306  DESIGNATION -  WYCROFF RM 1
 MK0306  PID         -  MK0306
 MK0306  STATE/COUNTY-  NE/BURT
 MK0306  COUNTRY     -  US
 MK0306  USGS QUAD   -  TEKAMAH NW (2017)
 MK0306
 MK0306                         *CURRENT SURVEY CONTROL
 MK0306  ______________________________________________________________________
 MK0306* NAD 83(1986) POSITION- 41 53 42.00   (N) 096 10 05.70   (W)   HD_HELD1
 MK0306* NAVD 88 ORTHO HEIGHT -   316.721 (meters)     1039.11  (feet) ADJUSTED
 MK0306  ______________________________________________________________________
 MK0306  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 MK0306  DYNAMIC HEIGHT  -        316.603 (meters)     1038.72  (feet) COMP
 MK0306  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 MK0306
 MK0306  VERT ORDER      -  SECOND    CLASS 0
 MK0306
 MK0306.The horizontal coordinates were determined by differentially corrected
 MK0306.hand held GPS observations or other comparable positioning techniques
 MK0306.and have an estimated accuracy of +/- 3 meters.
 MK0306
 MK0306.The orthometric height was determined by differential leveling and
 MK0306.adjusted by the NATIONAL GEODETIC SURVEY
 MK0306.in June 1991.
 MK0306
 MK0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0306.GEOID18 height accuracy estimate available here.
 MK0306
 MK0306.Click photographs - Photos may exist for this station.
 MK0306
 MK0306.The dynamic height is computed by dividing the NAVD 88
 MK0306.geopotential number by the normal gravity value computed on the
 MK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0306.degrees latitude (g = 980.6199 gals.).
 MK0306
 MK0306.The modeled gravity was interpolated from observed gravity values.
 MK0306
 MK0306;                    North         East    Units  Estimated Accuracy
 MK0306;SPC NE       -   235,942.0     817,779.5     MT  (+/- 3 meters HH1 GPS) 
 MK0306
 MK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3491441996(NAD 83)
 MK0306
 MK0306                          SUPERSEDED SURVEY CONTROL
 MK0306
 MK0306  NGVD 29 (??/??/92)  316.578  (m)         1038.64   (f) ADJ UNCH    2 0
 MK0306
 MK0306.Superseded values are not recommended for survey control.
 MK0306
 MK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0306.See file dsdata.pdf to determine how the superseded data were derived.
 MK0306
 MK0306_MARKER: DR = REFERENCE MARK DISK
 MK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0306_STAMPING: WYCROFF NO 1 1948
 MK0306_MARK LOGO: CGS
 MK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0306+STABILITY: SURFACE MOTION
 MK0306
 MK0306  HISTORY     - Date     Condition        Report By
 MK0306  HISTORY     - 1948     MONUMENTED       CGS
 MK0306  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0306
 MK0306                          STATION DESCRIPTION
 MK0306
 MK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK0306'11.1 MI NE FROM TEKAMAH.
 MK0306'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0306'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0306'GRAVEL ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT AND GRAVEL
 MK0306'ROAD, NEAR THE SOUTHWEST CORNER OF A PASTURE LOT, 85.0 FEET
 MK0306'NORTH-NORTHWEST OF A TRIANGULATION STATION WYCROFF, 32.0 FEET
 MK0306'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.7 FEET EAST
 MK0306'OF THE EAST RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE
 MK0306'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0306
 MK0306                          STATION RECOVERY (1965)
 MK0306
 MK0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0307 ***********************************************************************
 MK0307  DESIGNATION -  WYCROFF RM 2
 MK0307  PID         -  MK0307
 MK0307  STATE/COUNTY-  NE/BURT
 MK0307  COUNTRY     -  US
 MK0307  USGS QUAD   -  TEKAMAH NW (2017)
 MK0307
 MK0307                         *CURRENT SURVEY CONTROL
 MK0307  ______________________________________________________________________
 MK0307* NAD 83(1986) POSITION- 41 53 41.01   (N) 096 10 04.25   (W)   HD_HELD1
 MK0307* NAVD 88 ORTHO HEIGHT -   316.992 (meters)     1040.00  (feet) ADJUSTED
 MK0307  ______________________________________________________________________
 MK0307  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 MK0307  DYNAMIC HEIGHT  -        316.874 (meters)     1039.61  (feet) COMP
 MK0307  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 MK0307
 MK0307  VERT ORDER      -  SECOND    CLASS 0
 MK0307
 MK0307.The horizontal coordinates were determined by differentially corrected
 MK0307.hand held GPS observations or other comparable positioning techniques
 MK0307.and have an estimated accuracy of +/- 3 meters.
 MK0307
 MK0307.The orthometric height was determined by differential leveling and
 MK0307.adjusted by the NATIONAL GEODETIC SURVEY
 MK0307.in June 1991.
 MK0307
 MK0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0307.GEOID18 height accuracy estimate available here.
 MK0307
 MK0307.Click photographs - Photos may exist for this station.
 MK0307
 MK0307.The dynamic height is computed by dividing the NAVD 88
 MK0307.geopotential number by the normal gravity value computed on the
 MK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0307.degrees latitude (g = 980.6199 gals.).
 MK0307
 MK0307.The modeled gravity was interpolated from observed gravity values.
 MK0307
 MK0307;                    North         East    Units  Estimated Accuracy
 MK0307;SPC NE       -   235,913.0     817,814.2     MT  (+/- 3 meters HH1 GPS) 
 MK0307
 MK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3494841967(NAD 83)
 MK0307
 MK0307                          SUPERSEDED SURVEY CONTROL
 MK0307
 MK0307  NGVD 29 (??/??/92)  316.849  (m)         1039.53   (f) ADJ UNCH    2 0
 MK0307
 MK0307.Superseded values are not recommended for survey control.
 MK0307
 MK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0307.See file dsdata.pdf to determine how the superseded data were derived.
 MK0307
 MK0307_MARKER: DR = REFERENCE MARK DISK
 MK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0307_STAMPING: WYCROFF NO 1 1948
 MK0307_MARK LOGO: CGS
 MK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0307+STABILITY: SURFACE MOTION
 MK0307
 MK0307  HISTORY     - Date     Condition        Report By
 MK0307  HISTORY     - 1948     MONUMENTED       CGS
 MK0307  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0307
 MK0307                          STATION DESCRIPTION
 MK0307
 MK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK0307'11.1 MI NE FROM TEKAMAH.
 MK0307'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0307'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0307'GRAVEL ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT AND GRAVEL
 MK0307'ROAD, ABOUT MIDWAY BETWEEN THE SOUTHWEST AND THE SOUTHEAST
 MK0307'CORNERS OF A PASTURE LOT, 87.2 FEET EAST OF A TRIANGULATION
 MK0307'STATION WYCROFF, 10.0 FEET NORTH OF THE CENTER LINE OF A FIELD
 MK0307'ROAD LEADING EAST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP
 MK0307'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MK0307
 MK0307                          STATION RECOVERY (1965)
 MK0307
 MK0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0776 ***********************************************************************
 NN0776  DESIGNATION -  WYMAN
 NN0776  PID         -  NN0776
 NN0776  STATE/COUNTY-  NE/KEYA PAHA
 NN0776  COUNTRY     -  US
 NN0776  USGS QUAD   -  SPRINGVIEW SE (2017)
 NN0776
 NN0776                         *CURRENT SURVEY CONTROL
 NN0776  ______________________________________________________________________
 NN0776* NAD 83(1995) POSITION- 42 48 36.97393(N) 099 36 27.00808(W)   ADJUSTED
 NN0776* NAVD 88 ORTHO HEIGHT -   733.89  (+/-2cm)     2407.8   (feet) VERTCON
 NN0776  ______________________________________________________________________
 NN0776  GEOID HEIGHT    -        -23.799 (meters)                     GEOID18
 NN0776  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 NN0776  HORZ ORDER      -  SECOND
 NN0776  VERT ORDER      -  THIRD ? (See Below)
 NN0776
 NN0776.The horizontal coordinates were established by classical geodetic methods
 NN0776.and adjusted by the National Geodetic Survey in August 1997.
 NN0776
 NN0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0776
 NN0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0776.GEOID18 height accuracy estimate available here.
 NN0776
 NN0776.The vertical order pertains to the NGVD 29 superseded value.
 NN0776
 NN0776.Click photographs - Photos may exist for this station.
 NN0776
 NN0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0776
 NN0776. The following values were computed from the NAD 83(1995) position.
 NN0776
 NN0776;                    North         East     Units Scale Factor Converg.
 NN0776;SPC NE       -   330,617.767   532,100.217   MT  0.99991852   +0 15 36.4
 NN0776;SPC NE       - 1,084,701.79  1,745,732.13   sFT  0.99991852   +0 15 36.4
 NN0776;UTM  14      - 4,739,924.958   450,331.340   MT  0.99963035   -0 24 46.3
 NN0776
 NN0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0776!SPC NE       -   0.99988865  x   0.99991852  =   0.99980718
 NN0776!UTM  14      -   0.99988865  x   0.99963035  =   0.99951904
 NN0776
 NN0776:                Primary Azimuth Mark                     Grid Az
 NN0776:SPC NE       -  WYMAN AZ MK                              268 12 04.9
 NN0776:UTM  14      -  WYMAN AZ MK                              268 52 27.6
 NN0776
 NN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5033139924(NAD 83)
 NN0776
 NN0776|---------------------------------------------------------------------|
 NN0776| PID    Reference Object                     Distance      Geod. Az  |
 NN0776|                                                           dddmmss.s |
 NN0776| CO4137 WYMAN RM 1                           20.215 METERS 11125     |
 NN0776| CO4138 WYMAN RM 2                           25.224 METERS 25230     |
 NN0776| CO4136 WYMAN AZ MK                                        2682741.3 |
 NN0776|---------------------------------------------------------------------|
 NN0776
 NN0776                          SUPERSEDED SURVEY CONTROL
 NN0776
 NN0776  NAD 83(1986)-  42 48 36.98105(N)    099 36 27.01844(W) AD(       ) 2
 NN0776  NAD 27      -  42 48 36.96800(N)    099 36 25.59900(W) AD(       ) 2
 NN0776  NGVD 29             733.61   (m)         2406.9    (f) LEVELING    3  
 NN0776
 NN0776.Superseded values are not recommended for survey control.
 NN0776
 NN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0776.See file dsdata.pdf to determine how the superseded data were derived.
 NN0776
 NN0776_MARKER: DS = TRIANGULATION STATION DISK
 NN0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0776_STAMPING: WYMAN 1949
 NN0776_MARK LOGO: CGS
 NN0776_PROJECTION: FLUSH
 NN0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0776+STABILITY: SURFACE MOTION
 NN0776
 NN0776  HISTORY     - Date     Condition        Report By
 NN0776  HISTORY     - 1949     MONUMENTED       CGS
 NN0776
 NN0776                          STATION DESCRIPTION
 NN0776
 NN0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0776'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF SPRINGVIEW
 NN0776'NEAR THE SOUTH EDGE OF A PASTURE.  IT IS 60 FEET NORTH OF THE
 NN0776'CENTER OF EAST-WEST ROAD, 75 FEET EAST-NORTHEAST OF THE EAST
 NN0776'END OF GATE INTO PASTURE, 56.5 FEET SOUTH OF THE SOUTHWEST
 NN0776'CORNER OF FOUNDATION OF OLD HOUSE, 25 FEET NORTH OF EAST-WEST
 NN0776'FENCE LINE AND 25 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NN0776'WYMAN 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0776'
 NN0776'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 60 FEET
 NN0776'EAST OF WITNESS POST, 35 FEET NORTH OF THE CENTER OF EAST-WEST
 NN0776'ROAD AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 NN0776'WYMAN NO 1 1949 AND PROJECTS 2 INCHES.
 NN0776'
 NN0776'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 70 FEET
 NN0776'WEST OF WITNESS POST, 35 FEET NORTH OF THE CENTER OF EAST-WEST
 NN0776'ROAD, 4 FEET EAST OF THE EAST END OF WIRE GATE AND 1 FOOT
 NN0776'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED WYMAN NO 2 1949
 NN0776'AND PROJECTS 2 INCHES.
 NN0776'
 NN0776'THE AZIMUTH MARK IS WEST OF THE STATION, 32 FEET SOUTH OF THE
 NN0776'CENTER OF EAST-WEST ROAD, 2 FEET EAST OF WITNESS POST AND 1
 NN0776'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED WYMAN 1949
 NN0776'AND PROJECTS 3 INCHES.
 NN0776'
 NN0776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 NN0776'STATE HIGHWAY 72 IN SPRINGVIEW, GO SOUTH ON U.S. HIGHWAY 183
 NN0776'FOR 2.0 MILES, TURN LEFT AND GO EAST ON U.S. HIGHWAY 183 FOR
 NN0776'6.0 MILES TO WHERE U.S. HIGHWAY 183 TURNS SOUTH, TURN LEFT AND
 NN0776'GO NORTH FOR 1.0 MILE TO T-ROAD, TURN RIGHT AND GO EAST FOR
 NN0776'0.45 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 NN0776'EAST FOR 0.7 MILE TO WIRE GATE ON THE LEFT AND STATION JUST
 NN0776'EAST-NORTHEAST AS DESCRIBED.
 NN0776'
 NN0776'AN 87 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0776'
 NN0776'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0776'
 NN0776'A 4 FOOT SIGNAL AT STATION PROSSER IS VISIBLE AT 4 FEET.
 NN0776'
 NN0776'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET.
 NN0776'
 NN0776'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 37 FEET.
 NN0776'
 NN0776'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0776'
 NN0776'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 4 FEET.
 NN0776'
 NN0776'AN 87 FOOT SIGNAL AT STATION SIMPSON 1934 IS VISIBLE AT 37 FEET.
 NN0776'
 NN0776'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0233 ***********************************************************************
 LG0233  DESIGNATION -  WYMORE
 LG0233  PID         -  LG0233
 LG0233  STATE/COUNTY-  NE/GAGE
 LG0233  COUNTRY     -  US
 LG0233  USGS QUAD   -  BLUE SPRINGS (2017)
 LG0233
 LG0233                         *CURRENT SURVEY CONTROL
 LG0233  ______________________________________________________________________
 LG0233* NAD 83(1986) POSITION- 40 07 52.     (N) 096 39 47.     (W)   SCALED
 LG0233* NAVD 88 ORTHO HEIGHT -   378.451 (meters)     1241.63  (feet) ADJUSTED
 LG0233  ______________________________________________________________________
 LG0233  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 LG0233  DYNAMIC HEIGHT  -        378.246 (meters)     1240.96  (feet) COMP
 LG0233  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 LG0233
 LG0233  VERT ORDER      -  SECOND    CLASS 0
 LG0233
 LG0233.The horizontal coordinates were scaled from a map and have
 LG0233.an estimated accuracy of +/- 6 seconds.
 LG0233
 LG0233.The orthometric height was determined by differential leveling and
 LG0233.adjusted by the NATIONAL GEODETIC SURVEY
 LG0233.in June 1991.
 LG0233
 LG0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0233.GEOID18 height accuracy estimate available here.
 LG0233
 LG0233.Click photographs - Photos may exist for this station.
 LG0233
 LG0233.The dynamic height is computed by dividing the NAVD 88
 LG0233.geopotential number by the normal gravity value computed on the
 LG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0233.degrees latitude (g = 980.6199 gals.).
 LG0233
 LG0233.The modeled gravity was interpolated from observed gravity values.
 LG0233
 LG0233;                    North         East    Units  Estimated Accuracy
 LG0233;SPC NE       -    38,550.      784,320.      MT  (+/- 180 meters Scaled)
 LG0233
 LG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK991449(NAD 83)
 LG0233
 LG0233                          SUPERSEDED SURVEY CONTROL
 LG0233
 LG0233  NGVD 29 (??/??/92)  378.344  (m)         1241.28   (f) ADJ UNCH    2 0
 LG0233
 LG0233.Superseded values are not recommended for survey control.
 LG0233
 LG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0233.See file dsdata.pdf to determine how the superseded data were derived.
 LG0233
 LG0233_MARKER: DB = BENCH MARK DISK
 LG0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0233_SP_SET: COPING
 LG0233_STAMPING: WYMORE 1934
 LG0233_MARK LOGO: CGS
 LG0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0233
 LG0233  HISTORY     - Date     Condition        Report By
 LG0233  HISTORY     - 1934     MONUMENTED       CGS
 LG0233  HISTORY     - 1945     SEE DESCRIPTION  CGS
 LG0233  HISTORY     - 1945     GOOD             CGS
 LG0233  HISTORY     - 1945     GOOD             CGS
 LG0233
 LG0233                          STATION DESCRIPTION
 LG0233
 LG0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0233'RECOVERED IN GOOD CONDITION.
 LG0233
 LG0233                          STATION RECOVERY (1945)
 LG0233
 LG0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 LG0233'AT WYMORE.
 LG0233'AT WYMORE, GAGE COUNTY, AT THE PUBLIC LIBRARY, AND IN THE
 LG0233'TOP OF THE WEST COPING AT THE SOUTH ENTRANCE.  A STANDARD
 LG0233'DISK, STAMPED WYMORE 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AF8803 ***********************************************************************
 AF8803  DESIGNATION -  WYMORE
 AF8803  PID         -  AF8803
 AF8803  STATE/COUNTY-  NE/GAGE
 AF8803  COUNTRY     -  US
 AF8803  USGS QUAD   -  BLUE SPRINGS (2017)
 AF8803
 AF8803                         *CURRENT SURVEY CONTROL
 AF8803  ______________________________________________________________________
 AF8803* NAD 83(1995) POSITION- 40 07 52.91700(N) 096 39 47.32144(W)   ADJUSTED
 AF8803* NAVD 88 ORTHO HEIGHT -   378.45  (+/-2cm)     1241.6   (feet) VERTCON
 AF8803  ______________________________________________________________________
 AF8803  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 AF8803  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AF8803  HORZ ORDER      -  SECOND
 AF8803  VERT ORDER      -  THIRD ? (See Below)
 AF8803
 AF8803.The horizontal coordinates were established by classical geodetic methods
 AF8803.and adjusted by the National Geodetic Survey in August 1997.
 AF8803
 AF8803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8803
 AF8803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8803.GEOID18 height accuracy estimate available here.
 AF8803
 AF8803.The vertical order pertains to the NGVD 29 superseded value.
 AF8803
 AF8803.Click photographs - Photos may exist for this station.
 AF8803
 AF8803.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8803
 AF8803. The following values were computed from the NAD 83(1995) position.
 AF8803
 AF8803;                    North         East     Units Scale Factor Converg.
 AF8803;SPC NE       -    38,579.331   784,313.395   MT  0.99994321   +2 12 40.8
 AF8803;SPC NE       -   126,572.36  2,573,201.53   sFT  0.99994321   +2 12 40.8
 AF8803;UTM  14      - 4,444,955.488   699,099.932   MT  1.00008801   +1 30 24.1
 AF8803
 AF8803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8803!SPC NE       -   0.99994493  x   0.99994321  =   0.99988814
 AF8803!UTM  14      -   0.99994493  x   1.00008801  =   1.00003293
 AF8803
 AF8803:                Primary Azimuth Mark                     Grid Az
 AF8803:SPC NE       -  BLUE SPRINGS MUN STANDPIPE               005 48 05.7
 AF8803:UTM  14      -  BLUE SPRINGS MUN STANDPIPE               006 30 22.4
 AF8803
 AF8803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9909944955(NAD 83)
 AF8803
 AF8803|---------------------------------------------------------------------|
 AF8803| PID    Reference Object                     Distance      Geod. Az  |
 AF8803|                                                           dddmmss.s |
 AF8803| LG1070 BLUE SPRINGS MUN STANDPIPE          APPROX. 0.9 KM 0080046.5 |
 AF8803| CL8761 WYMORE RM 1                          23.878 METERS 08215     |
 AF8803| CL8762 WYMORE RM 2                          25.095 METERS 17754     |
 AF8803| LG1065 WYMORE ST MARYS CATHOLIC CH         APPROX. 1.0 KM 2034735.9 |
 AF8803| CL8763 WYMORE RM 3                          18.053 METERS 23736     |
 AF8803| CL8760 WYMORE AZ MK                                       3382630.9 |
 AF8803|---------------------------------------------------------------------|
 AF8803
 AF8803                          SUPERSEDED SURVEY CONTROL
 AF8803
 AF8803  NAD 83(1986)-  40 07 52.92383(N)    096 39 47.31752(W) AD(       ) 2
 AF8803  NAD 27      -  40 07 52.92000(N)    096 39 46.23900(W) AD(       ) 2
 AF8803  NGVD 29             378.34   (m)         1241.3    (f) LEVELING    3  
 AF8803
 AF8803.Superseded values are not recommended for survey control.
 AF8803
 AF8803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8803.See file dsdata.pdf to determine how the superseded data were derived.
 AF8803
 AF8803_MARKER: DS = TRIANGULATION STATION DISK
 AF8803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8803_STAMPING: WYMORE 1947
 AF8803_MARK LOGO: CGS
 AF8803_PROJECTION: FLUSH
 AF8803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8803+STABILITY: SURFACE MOTION
 AF8803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8803+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 AF8803
 AF8803  HISTORY     - Date     Condition        Report By
 AF8803  HISTORY     - 1947     MONUMENTED       CGS
 AF8803  HISTORY     - 1969     MARK NOT FOUND   CGS
 AF8803  HISTORY     - 1970     GOOD             NGS
 AF8803  HISTORY     - 1972     GOOD             NGS
 AF8803  HISTORY     - 20210602 GOOD             JORSUR
 AF8803
 AF8803                          STATION DESCRIPTION
 AF8803
 AF8803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 AF8803'THE STATION IS LOCATED IN THE NORTH SECTION OF THE WYMORE
 AF8803'CITY PARK.  IT IS 0.1 MILE NORTHWEST OF THE EAST ENTRANCE,
 AF8803'86 FEET EAST OF A NORTH-SOUTH GRAVELED DRIVE, 11 FEET SOUTH
 AF8803'OF AN EAST-WEST FENCE LINE AND 68 FEET EAST-SOUTHEAST OF
 AF8803'A FENCE CORNER.  IT IS STAMPED WYMORE 1947 AND IS FLUSH
 AF8803'WITH THE SURFACE OF THE GROUND.
 AF8803'
 AF8803'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE PARK, 1
 AF8803'FOOT SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT 60 YARDS
 AF8803'WEST OF A FENCE CORNER.  IT IS STAMPED WYMORE NO 1 1947 AND
 AF8803'IS FLUSH WITH THE SURFACE OF THE GROUND.
 AF8803'
 AF8803'REFERENCE MARK NO. 2 IS 93 FEET SOUTH OF AN EAST-WEST FENCE
 AF8803'LINE AND 63 FEET EAST OF THE NORTH-SOUTH GRAVELED DRIVE.
 AF8803'IT IS STAMPED WYMORE NO 2 1947 AND IS FLUSH WITH THE SURFACE
 AF8803'OF THE GROUND.
 AF8803'
 AF8803'AZIMUTH MARK IS AT THE SOUTHWEST CORNER OF THE BLUE SPRINGS
 AF8803'PUBLIC SCHOOLHOUSE.  IT IS A STANDARD DISK SET IN A DRILL
 AF8803'HOLE IN THE SIDEWALK, 4 FEET SOUTHWEST OF THE SOUTHWEST
 AF8803'CORNER OF THE RED BRICK BUILDING.  IT IS STAMPED WYMORE 1947
 AF8803'AND IS FLUSH WITH THE CONCRETE.
 AF8803'
 AF8803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 AF8803'FOR 0.1 MILE TO THE EAST ENTRANCE OF THE CITY PARK, TURN
 AF8803'LEFT, NORTH, FOR 0.5 MILE, TURN LEFT, WEST, AND GO 0.3 MILE
 AF8803'TO THE SCHOOLHOUSE ON THE LEFT AND THE MARK AS DESCRIBED.
 AF8803'
 AF8803'A 74 FOOT SIGNAL AT ODELL IS VISIBLE AT 60 FEET.
 AF8803'
 AF8803'A 74 FOOT SIGNAL AT BILLS IS VISIBLE AT 40 FEET.
 AF8803'
 AF8803'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 40 FEET.
 AF8803'
 AF8803'A 74 FOOT SIGNAL AT RICE IS VISIBLE AT 40 FEET.
 AF8803'
 AF8803'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AF8803
 AF8803                          STATION RECOVERY (1969)
 AF8803
 AF8803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AF8803'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 AF8803'WERE SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK WAS RECOVERED BUT
 AF8803'NOT IN ITS ORIGINAL POSITION.  THE MARK WAS FOUND RESET IN A
 AF8803'CONCRETE DRAIN WHICH WAS INSTALLED AT THE SOUTHWEST CORNER OF THE
 AF8803'SCHOOLHOUSE.  THE AREA AT THE STATION SITE HAS BEEN
 AF8803'CHANGED AND THE OLD TIES ARE GONE.  ANOTHER SEARCH WILL BE MADE TO
 AF8803'RECOVER THE STATION AT A LATER DATE.
 AF8803'
 AF8803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WYMORE.
 AF8803
 AF8803                          STATION RECOVERY (1970)
 AF8803
 AF8803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AF8803'THIS STATION WAS SEARCHED FOR IN 1969 BY THIS PARTY BUT NOT FOUND.
 AF8803'ANOTHER ATTEMPT WAS MADE AND THE STATION MARK, REFERENCE MARK
 AF8803'NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD
 AF8803'CONDITION.
 AF8803'
 AF8803'DUE TO CHANGES IN THE AREA, NEW NOTES FOLLOW.
 AF8803'
 AF8803'THE STATION IS 247.5 FEET NORTHWEST OF THE NORTH GATE POST AT THE
 AF8803'EAST ENTRANCE TO THE CITY PARK, 85.5 FEET EAST OF THE CENTER OF A
 AF8803'PARK ROAD AT THE EAST SIDE OF THE PARK, 67.5 FEET EAST-SOUTHEAST OF
 AF8803'A STEEL CORNER FENCE POST, 61 FEET SOUTH-SOUTHWEST OF THE
 AF8803'SOUTHWEST CORNER OF ATTACHED GARAGE ON MR. DUANE D. SLLINGTONS
 AF8803'HOUSE, 18 FEET SOUTHWEST OF A BOLT ATTACHED ON THE TOP OF A ROUND
 AF8803'WATER METER COVER, 12 FEET SOUTH-SOUTHWEST OF THE EAST STEEL BRACE
 AF8803'POST AT THE SOUTH EDGE OF A CURB, AND IS FLUSH WITH THE SURFACE
 AF8803'OF THE GROUND.
 AF8803'
 AF8803'REFERENCE MARK NO. 1 IS 62.5 FEET EAST OF THE BOLT ATTACHED ON THE
 AF8803'TOP OF A ROUND WATER METER COVER, 72 FEET SOUTHEAST OF THE SOUTHWEST
 AF8803'CORNER OF THE ATTACHED GARAGE, 2.5 FEET SOUTH OF THE SOUTH EDGE OF
 AF8803'A CURB FOR DRIVEWAY, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AF8803'
 AF8803'REFERENCE MARK NO. 2 IS 63 FEET EAST OF THE CENTER OF THE PARK ROAD
 AF8803'AT THE EAST SIDE OF THE PARK, 39.5 FEET EAST OF A POWERLINE POLE
 AF8803'WITH A STREET LIGHT, 57 FEET NORTH-NORTHWEST OF A WATER FAUCET, AND
 AF8803'IS FLUSH WITH THE SURFACE OF THE GROUND.
 AF8803'
 AF8803'FOR NOTES ON THE AZIMUTH MARK.  SEE THE DESCRIPTION FOR THE STATION
 AF8803'WRITTEN IN 1969.
 AF8803'
 AF8803'NO OBJECTS ARE VISIBLE FROM THE STATION.
 AF8803'
 AF8803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WYMORE CITY
 AF8803'PARK.
 AF8803
 AF8803                          STATION RECOVERY (1972)
 AF8803
 AF8803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AF8803'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 AF8803'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION IN THE
 AF8803'CITY PARK REFERENCE MARK 2 HAD BEEN REMOVED AND WAS LYING ON TOP OF
 AF8803'THE GROUND AT A FENCE.  REFERENCE MARK 3 WAS ESTABLISHED.  THE
 AF8803'1970 DESCRIPTION IS ADEQUATE.  FOLLOWING IS A DESCRIPTION FOR
 AF8803'REFERENCE MARK 3.
 AF8803'
 AF8803'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WYMORE NO 3 1947 1972,
 AF8803'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AF8803'FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET EAST OF A POWER POLE
 AF8803'WITH TRANSFORMER, 46 FEET SOUTH-SOUTHEAST OF A STEEL CORNER FENCE
 AF8803'POST, 33 FEET EAST-NORTHEAST OF THE CENTER OF A CURVE IN THE ROAD
 AF8803'AT A T-INTERSECTION OF ROADS IN THE PARK AND 20.5 FEET
 AF8803'WEST-SOUTHWEST OF AN 18-INCH TREE.
 AF8803'
 AF8803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH PART OF
 AF8803'WYMORE, IN CITY PARK.
 AF8803'NOTE--THE AZIMUTH MARK IS OBSTRUCTED BY TREES THIS DATE.
 AF8803
 AF8803                          STATION RECOVERY (2021)
 AF8803
 AF8803'RECOVERY NOTE BY JORGENSEN SURVEYING 2021 (BAJ)
 AF8803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1066 ***********************************************************************
 LG1066  DESIGNATION -  WYMORE IMMANUELS FRIEDHOF CH
 LG1066  PID         -  LG1066
 LG1066  STATE/COUNTY-  NE/GAGE
 LG1066  COUNTRY     -  US
 LG1066  USGS QUAD   -  WYMORE (2017)
 LG1066
 LG1066                         *CURRENT SURVEY CONTROL
 LG1066  ______________________________________________________________________
 LG1066* NAD 83(1995) POSITION- 40 00 05.48416(N) 096 39 26.60144(W)   ADJUSTED
 LG1066  ______________________________________________________________________
 LG1066  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 LG1066  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 LG1066  HORZ ORDER      -  THIRD
 LG1066
 LG1066.The horizontal coordinates were established by classical geodetic methods
 LG1066.and adjusted by the National Geodetic Survey in August 1997.
 LG1066
 LG1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1066.GEOID18 height accuracy estimate available here.
 LG1066
 LG1066.Click photographs - Photos may exist for this station.
 LG1066
 LG1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1066
 LG1066. The following values were computed from the NAD 83(1995) position.
 LG1066
 LG1066;                    North         East     Units Scale Factor Converg.
 LG1066;SPC NE       -    24,192.293   785,360.781   MT  0.99999931   +2 12 54.5
 LG1066;SPC NE       -    79,370.88  2,576,637.83   sFT  0.99999931   +2 12 54.5
 LG1066;UTM  14      - 4,430,554.907   699,969.891   MT  1.00009230   +1 30 22.8
 LG1066
 LG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9996930554(NAD 83)
 LG1066
 LG1066                          SUPERSEDED SURVEY CONTROL
 LG1066
 LG1066  NAD 83(1986)-  40 00 05.48998(N)    096 39 26.59702(W) AD(       ) 3
 LG1066  NAD 27      -  40 00 05.47800(N)    096 39 25.51700(W) AD(       ) 3
 LG1066
 LG1066.Superseded values are not recommended for survey control.
 LG1066
 LG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1066.See file dsdata.pdf to determine how the superseded data were derived.
 LG1066
 LG1066_MARKER: 90 = CHURCH SPIRE
 LG1066
 LG1066  HISTORY     - Date     Condition        Report By
 LG1066  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1066  HISTORY     - 20040806 GOOD             USPSQD
 LG1066
 LG1066                          STATION DESCRIPTION
 LG1066
 LG1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1066'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF WYMORE, 0.1 MILE WEST
 LG1066'OF U.S. HIGHWAY 77 AND 100 FEET NORTH OF THE INTERSECTION
 LG1066'OF A T ROAD.  IT HAS A CONE SHAPED SPIRE AT THE SOUTHEAST
 LG1066'CORNER OF THE CHURCH.  THE SPIRE IS ABOVE A BELFRY
 LG1066'AND IS ABOUT 50 FEET IN HEIGHT.
 LG1066'
 LG1066'THE POINT OBSERVED UPON WAS THE APEX OF THE SPIRE.
 LG1066
 LG1066                          STATION RECOVERY (2004)
 LG1066
 LG1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1066'STATION FOUND GOOD. THE CHURCH IS NORTH OF STATELINE ROAD WHICH IS IN
 LG1066'NEBRASKA IMMEDIATELY NORTH OF THE NEBRASKA-KANSAS STATE LINE. CHURCH
 LG1066'IS 0.1 MILE WEST OF U.S. HIGHWAY 77.  WHITE SIDING HAS BEEN ADDED TO
 LG1066'THE CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1069 ***********************************************************************
 LG1069  DESIGNATION -  WYMORE MUNICIPAL TANK
 LG1069  PID         -  LG1069
 LG1069  STATE/COUNTY-  NE/GAGE
 LG1069  COUNTRY     -  US
 LG1069  USGS QUAD   -  BLUE SPRINGS (2017)
 LG1069
 LG1069                         *CURRENT SURVEY CONTROL
 LG1069  ______________________________________________________________________
 LG1069* NAD 83(1995) POSITION- 40 07 38.31769(N) 096 39 52.06204(W)   ADJUSTED
 LG1069  ______________________________________________________________________
 LG1069  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 LG1069  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LG1069  HORZ ORDER      -  THIRD
 LG1069
 LG1069.The horizontal coordinates were established by classical geodetic methods
 LG1069.and adjusted by the National Geodetic Survey in August 1997.
 LG1069
 LG1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1069.GEOID18 height accuracy estimate available here.
 LG1069
 LG1069.Click photographs - Photos may exist for this station.
 LG1069
 LG1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1069
 LG1069. The following values were computed from the NAD 83(1995) position.
 LG1069
 LG1069;                    North         East     Units Scale Factor Converg.
 LG1069;SPC NE       -    38,125.066   784,218.618   MT  0.99994489   +2 12 37.6
 LG1069;SPC NE       -   125,081.99  2,572,890.58   sFT  0.99994489   +2 12 37.6
 LG1069;UTM  14      - 4,444,502.357   698,999.561   MT  1.00008752   +1 30 20.6
 LG1069
 LG1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9899944502(NAD 83)
 LG1069
 LG1069                          SUPERSEDED SURVEY CONTROL
 LG1069
 LG1069  NAD 83(1986)-  40 07 38.32381(N)    096 39 52.05867(W) AD(       ) 3
 LG1069  NAD 27      -  40 07 38.32200(N)    096 39 50.97700(W) AD(       ) 3
 LG1069
 LG1069.Superseded values are not recommended for survey control.
 LG1069
 LG1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1069.See file dsdata.pdf to determine how the superseded data were derived.
 LG1069
 LG1069_MARKER: 53 = ELEVATED TANK
 LG1069
 LG1069  HISTORY     - Date     Condition        Report By
 LG1069  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1069  HISTORY     - 20040806 GOOD             USPSQD
 LG1069
 LG1069                          STATION DESCRIPTION
 LG1069
 LG1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1069'THE STATION IS LOCATED IN THE NORTH EDGE OF THE CITY OF
 LG1069'WYMORE, 110 FEET EAST OF THE CENTER OF N 9TH STREET AND ABOUT 140
 LG1069'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 LG1069'AND AN EAST-WEST STREET.  TANK PROPER HAS A BALL AT THE APEX
 LG1069'OF ITS CONE SHAPED ROOF.  IT IS SUPPORTED BY A SIX LEGGED STEEL
 LG1069'STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND IS
 LG1069'150 FEET HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1069'APEX OF THE ROOF.
 LG1069
 LG1069                          STATION RECOVERY (2004)
 LG1069
 LG1069'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1069'STATION FOUND GOOD. TANK IS SOUTH OF W. 'L' STREET, EAST OF N. 9TH
 LG1069'STREET IN THE SOUTHEAST CORNER OF THE INTERSECTION OF N. 9TH AND W.
 LG1069''L' STREETS.  TANK IS PAINTED WHITE WITH BLACK LETTERING WYMORE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1064 ***********************************************************************
 LG1064  DESIGNATION -  WYMORE ST JOHNS LUTHERAN CH
 LG1064  PID         -  LG1064
 LG1064  STATE/COUNTY-  NE/GAGE
 LG1064  COUNTRY     -  US
 LG1064  USGS QUAD   -  WYMORE (2017)
 LG1064
 LG1064                         *CURRENT SURVEY CONTROL
 LG1064  ______________________________________________________________________
 LG1064* NAD 83(1995) POSITION- 40 02 42.40212(N) 096 38 16.34233(W)   ADJUSTED
 LG1064  ______________________________________________________________________
 LG1064  GEOID HEIGHT    -        -27.517 (meters)                     GEOID18
 LG1064  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 LG1064  HORZ ORDER      -  THIRD
 LG1064
 LG1064.The horizontal coordinates were established by classical geodetic methods
 LG1064.and adjusted by the National Geodetic Survey in August 1997.
 LG1064
 LG1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1064.GEOID18 height accuracy estimate available here.
 LG1064
 LG1064.Click photographs - Photos may exist for this station.
 LG1064
 LG1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1064
 LG1064. The following values were computed from the NAD 83(1995) position.
 LG1064
 LG1064;                    North         East     Units Scale Factor Converg.
 LG1064;SPC NE       -    29,093.019   786,837.914   MT  0.99997992   +2 13 41.1
 LG1064;SPC NE       -    95,449.35  2,581,484.06   sFT  0.99997992   +2 13 41.1
 LG1064;UTM  14      - 4,435,437.519   701,507.657   MT  1.00009990   +1 31 13.0
 LG1064
 LG1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0150735437(NAD 83)
 LG1064
 LG1064                          SUPERSEDED SURVEY CONTROL
 LG1064
 LG1064  NAD 83(1986)-  40 02 42.40816(N)    096 38 16.33780(W) AD(       ) 3
 LG1064  NAD 27      -  40 02 42.39900(N)    096 38 15.26000(W) AD(       ) 3
 LG1064
 LG1064.Superseded values are not recommended for survey control.
 LG1064
 LG1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1064.See file dsdata.pdf to determine how the superseded data were derived.
 LG1064
 LG1064_MARKER: 90 = CHURCH SPIRE
 LG1064
 LG1064  HISTORY     - Date     Condition        Report By
 LG1064  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1064  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1064
 LG1064                          STATION DESCRIPTION
 LG1064
 LG1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1064'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF WYMORE,
 LG1064'3 MILES NORTH OF THE KANSAS-NEBRASKA STATE LINE, 0.6 MILE
 LG1064'EAST OF U.S. HIGHWAY 77 AND 150 FEET NORTH OF THE CENTER OF
 LG1064'A GRAVELED ROAD.  IT IS A SPIRE WITH A FINIAL AT THE APEX
 LG1064'ABOUT 45 FEET IN OVERALL HEIGHT.
 LG1064'
 LG1064'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE SPIRE.
 LG1064
 LG1064                          STATION RECOVERY (2004)
 LG1064
 LG1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1064'STATION NOT FOUND. SITE LOCATED. CHURCH NO LONGER EXISTS. THE GRAVEL
 LG1064'ROAD REFERENCED IN THE 1947 DESCRIPTION IS NOW STATE ROAD 8. THE SITE
 LG1064'WAS NORTH OF STATE ROAD 8. ST. JOHN'S LUTHERAN CEMETERY STILL EXISTS
 LG1064'NEAR THE SITE ON THE NORTH SIDE OF STATE ROAD 8. THIS STATION SHOULD
 LG1064'BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1065 ***********************************************************************
 LG1065  DESIGNATION -  WYMORE ST MARYS CATHOLIC CH
 LG1065  PID         -  LG1065
 LG1065  STATE/COUNTY-  NE/GAGE
 LG1065  COUNTRY     -  US
 LG1065  USGS QUAD   -  WYMORE (2017)
 LG1065
 LG1065                         *CURRENT SURVEY CONTROL
 LG1065  ______________________________________________________________________
 LG1065* NAD 83(1995) POSITION- 40 07 23.36624(N) 096 40 04.29370(W)   ADJUSTED
 LG1065  ______________________________________________________________________
 LG1065  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 LG1065  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 LG1065  HORZ ORDER      -  THIRD
 LG1065
 LG1065.The horizontal coordinates were established by classical geodetic methods
 LG1065.and adjusted by the National Geodetic Survey in August 1997.
 LG1065
 LG1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1065.GEOID18 height accuracy estimate available here.
 LG1065
 LG1065.Click photographs - Photos may exist for this station.
 LG1065
 LG1065.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1065
 LG1065. The following values were computed from the NAD 83(1995) position.
 LG1065
 LG1065;                    North         East     Units Scale Factor Converg.
 LG1065;SPC NE       -    37,653.113   783,947.015   MT  0.99994661   +2 12 29.5
 LG1065;SPC NE       -   123,533.59  2,571,999.50   sFT  0.99994661   +2 12 29.5
 LG1065;UTM  14      - 4,444,033.715   698,722.134   MT  1.00008616   +1 30 12.2
 LG1065
 LG1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9872244033(NAD 83)
 LG1065
 LG1065                          SUPERSEDED SURVEY CONTROL
 LG1065
 LG1065  NAD 83(1986)-  40 07 23.37293(N)    096 40 04.28961(W) AD(       ) 3
 LG1065  NAD 27      -  40 07 23.36800(N)    096 40 03.21000(W) AD(       ) 3
 LG1065
 LG1065.Superseded values are not recommended for survey control.
 LG1065
 LG1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1065.See file dsdata.pdf to determine how the superseded data were derived.
 LG1065
 LG1065_MARKER: 91 = CHURCH CROSS
 LG1065
 LG1065  HISTORY     - Date     Condition        Report By
 LG1065  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1065  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1065
 LG1065                          STATION DESCRIPTION
 LG1065
 LG1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1065'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF WYMORE, 160
 LG1065'FEET WEST OF THE CENTER OF A PAVED STREET AND 120 FEET SOUTH OF
 LG1065'THE CENTER OF A PAVED STREET.  IT IS A LARGE CROSS AT THE
 LG1065'APEX OF A SMALL CONE SHAPED SPIRE WHICH IS ON THE TOP OF
 LG1065'A RED BRICK CONSTRUCTED BELFRY, LOCATED AT THE EAST END OF
 LG1065'THE CHURCH.  IT HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 LG1065'
 LG1065'THE POINT OBSERVED WAS THE CENTER OF THE CROSS.
 LG1065
 LG1065                          STATION RECOVERY (2004)
 LG1065
 LG1065'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1065'STATION NOT FOUND. SITE LOCATED. THE CHURCH REFERENCED IN THE 1947
 LG1065'DESCRIPTION NO LONGER EXISTS. A NEW ST. MARY'S CHURCH HAS BEEN BUILT
 LG1065'AT THE SITE OF THE OLD CHURCH ACCORDING TO LOCAL RESIDENTS. THE NEW
 LG1065'CHURCH HAS NO SPIRE. THE SITE IS NORTH OF W. 'G' STREET, SOUTH OF W.
 LG1065''H' STREET, AND WEST OF 11TH STREET.  THIS STATION SHOULD BE DECLARED
 LG1065'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1539 ***********************************************************************
 LF1539  DESIGNATION -  WYOMING AZ MK
 LF1539  PID         -  LF1539
 LF1539  STATE/COUNTY-  NE/OTOE
 LF1539  COUNTRY     -  US
 LF1539  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1539
 LF1539                         *CURRENT SURVEY CONTROL
 LF1539  ______________________________________________________________________
 LF1539* NAD 83(1995) POSITION- 40 43 12.07615(N) 095 54 50.90041(W)   ADJUSTED
 LF1539* NAVD 88 ORTHO HEIGHT -   347.7   (meters)     1141.    (feet) VERTCON
 LF1539  ______________________________________________________________________
 LF1539  GEOID HEIGHT    -        -28.767 (meters)                     GEOID18
 LF1539  LAPLACE CORR    -        -10.71  (seconds)                    DEFLEC18
 LF1539  HORZ ORDER      -  THIRD
 LF1539
 LF1539.The horizontal coordinates were established by classical geodetic methods
 LF1539.and adjusted by the National Geodetic Survey in August 1997.
 LF1539
 LF1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1539
 LF1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1539.GEOID18 height accuracy estimate available here.
 LF1539
 LF1539.Click photographs - Photos may exist for this station.
 LF1539
 LF1539.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1539
 LF1539. The following values were computed from the NAD 83(1995) position.
 LF1539
 LF1539;                    North         East     Units Scale Factor Converg.
 LF1539;SPC NE       -   106,601.111   845,001.108   MT  0.99975190   +2 42 27.7
 LF1539;SPC NE       -   349,740.48  2,772,307.80   sFT  0.99975190   +2 42 27.7
 LF1539;UTM  15      - 4,511,762.782   253,866.309   MT  1.00034574   -1 54 07.3
 LF1539
 LF1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1539!SPC NE       -   0.99994998  x   0.99975190  =   0.99970189
 LF1539!UTM  15      -   0.99994998  x   1.00034574  =   1.00029570
 LF1539
 LF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5386611762(NAD 83)
 LF1539
 LF1539                          SUPERSEDED SURVEY CONTROL
 LF1539
 LF1539  NAD 83(1986)-  40 43 12.08337(N)    095 54 50.89693(W) AD(       ) 3
 LF1539  NGVD 29 (02/17/94)  347.6    (m)         1140.     (f) VERT ANG       
 LF1539
 LF1539.Superseded values are not recommended for survey control.
 LF1539
 LF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1539.See file dsdata.pdf to determine how the superseded data were derived.
 LF1539
 LF1539_MARKER: DZ = AZIMUTH MARK DISK
 LF1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1539_STAMPING: WYOMING 1947
 LF1539_MARK LOGO: CGS
 LF1539_PROJECTION: FLUSH
 LF1539_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1539+STABILITY: SURFACE MOTION
 LF1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1539+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1980
 LF1539
 LF1539  HISTORY     - Date     Condition        Report By
 LF1539  HISTORY     - 1947     MONUMENTED       CGS
 LF1539  HISTORY     - 19800624 GOOD             NGS
 LF1539
 LF1539                          STATION DESCRIPTION
 LF1539
 LF1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LF1539'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST FROM NEBRASKA
 LF1539'CITY AND 0.25 MI (0.40 KM) WEST FROM U.S. HIGHWAY 75.
 LF1539'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE, IN
 LF1539'NEBRASKA CITY, GO NORTH, WEST AND NORTH ON HIGHWAY 75 FOR 5.6 MI
 LF1539'(9.0 KM) TO A FARM LANE ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 LF1539'LANE FOR 0.15 MI (0.24 KM) TO A FARM HOUSE ON THE RIGHT AND THE MARK
 LF1539'ON THE LEFT.
 LF1539'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LF1539'WITH THE GROUND.  IT IS 107.5 FT (32.8 M) SOUTHEAST FROM THE
 LF1539'SOUTHEAST CORNER OF THE HOUSE, 36.2 FT (11.0 M) SOUTH-SOUTHWEST FROM
 LF1539'A POWER POLE WITH AN ELECTRIC METER AND 21.0 FT (6.4 M) SOUTH OF THE
 LF1539'CENTERLINE OF THE LANE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1211 ***********************************************************************
 LF1211  DESIGNATION -  WYOMING RESET
 LF1211  PID         -  LF1211
 LF1211  STATE/COUNTY-  NE/OTOE
 LF1211  COUNTRY     -  US
 LF1211  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1211
 LF1211                         *CURRENT SURVEY CONTROL
 LF1211  ______________________________________________________________________
 LF1211* NAD 83(1995) POSITION- 40 43 37.39502(N) 095 53 50.43613(W)   ADJUSTED
 LF1211* NAVD 88 ORTHO HEIGHT -   349.91  (+/-2cm)     1148.0   (feet) VERTCON
 LF1211  ______________________________________________________________________
 LF1211  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 LF1211  LAPLACE CORR    -        -11.19  (seconds)                    DEFLEC18
 LF1211  HORZ ORDER      -  SECOND
 LF1211  VERT ORDER      -  THIRD (See Below)
 LF1211
 LF1211.The horizontal coordinates were established by classical geodetic methods
 LF1211.and adjusted by the National Geodetic Survey in August 1997.
 LF1211
 LF1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1211
 LF1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1211.GEOID18 height accuracy estimate available here.
 LF1211
 LF1211.The vertical order pertains to the NGVD 29 superseded value.
 LF1211
 LF1211.Click photographs - Photos may exist for this station.
 LF1211
 LF1211.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1211
 LF1211. The following values were computed from the NAD 83(1995) position.
 LF1211
 LF1211;                    North         East     Units Scale Factor Converg.
 LF1211;SPC NE       -   107,448.203   846,381.194   MT  0.99975024   +2 43 07.7
 LF1211;SPC NE       -   352,519.65  2,776,835.63   sFT  0.99975024   +2 43 07.7
 LF1211;UTM  15      - 4,512,496.647   255,310.866   MT  1.00033701   -1 53 28.8
 LF1211
 LF1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1211!SPC NE       -   0.99994964  x   0.99975024  =   0.99969989
 LF1211!UTM  15      -   0.99994964  x   1.00033701  =   1.00028663
 LF1211
 LF1211:                Primary Azimuth Mark                     Grid Az
 LF1211:SPC NE       -  GOWART RESET                             147 50 59.9
 LF1211:UTM  15      -  GOWART RESET                             152 27 36.4
 LF1211
 LF1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5531012496(NAD 83)
 LF1211
 LF1211|---------------------------------------------------------------------|
 LF1211| PID    Reference Object                     Distance      Geod. Az  |
 LF1211|                                                           dddmmss.s |
 LF1211| LF1405 NEBRASKA CITY C OF E RAD MAST       APPROX. 6.0 KM 1392626.1 |
 LF1211| LF1408 GOWART RESET                        APPROX.15.2 KM 1503407.6 |
 LF1211| LF1054 A 258                                              1833124.6 |
 LF1211| LF1212 WYOMING RM 1                         40.892 METERS 19728     |
 LF1211| LF1214 WYOMING RM 3                         28.357 METERS 20701     |
 LF1211| LF1539 WYOMING AZ MK                       APPROX. 1.6 KM 2411038.2 |
 LF1211| LF1538 CP 65 12                            APPROX. 1.9 KM 2771318.8 |
 LF1211| LF1215 WYOMING RM 4                         19.175 METERS 29104     |
 LF1211| LF1213 WYOMING RM 2                         30.501 METERS 31129     |
 LF1211| LF1427 UNION MUNICIPAL TANK                APPROX. 9.6 KM 3473204.5 |
 LF1211|---------------------------------------------------------------------|
 LF1211
 LF1211                          SUPERSEDED SURVEY CONTROL
 LF1211
 LF1211  NAD 83(1986)-  40 43 37.40220(N)    095 53 50.43260(W) AD(       ) 2
 LF1211  NAD 27      -  40 43 37.40400(N)    095 53 49.41000(W) AD(       ) 2
 LF1211  NGVD 29 (??/??/??)  349.79   (m)         1147.6    (f) RESET       3  
 LF1211  NGVD 29             349.79   (m)         1147.6    (f) LEVELING    3  
 LF1211
 LF1211.Superseded values are not recommended for survey control.
 LF1211
 LF1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1211.See file dsdata.pdf to determine how the superseded data were derived.
 LF1211
 LF1211_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1211_STAMPING: WYOMING 1947 1977
 LF1211_MARK LOGO: NGS
 LF1211_PROJECTION: FLUSH
 LF1211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LF1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1211+STABILITY: SURFACE MOTION
 LF1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1211+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 LF1211
 LF1211  HISTORY     - Date     Condition        Report By
 LF1211  HISTORY     - 1977     MONUMENTED       NGS
 LF1211  HISTORY     - 1977     GOOD             NGS
 LF1211  HISTORY     - 1977     GOOD             NGS
 LF1211  HISTORY     - 1980     GOOD             NGS
 LF1211  HISTORY     - 19800624 GOOD             NGS
 LF1211  HISTORY     - 20060221 GOOD             NEDR
 LF1211
 LF1211                          STATION DESCRIPTION
 LF1211
 LF1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1211'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2,
 LF1211'THE AZIMUTH MARK AND BENCH MARK A 258 WERE RECOVERED AND FOUND IN
 LF1211'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LYING ON TOP
 LF1211'THE GROUND ABOUT 50 FEET NORTHEAST OF THE STATION.  THE LINE OF
 LF1211'SITE TO THE BENCH MARK IS OBSTRUCTED THIS DATE BY TREES.  THE
 LF1211'AZIMUTH MARK WILL BE OBSTRUCTED BY A ROW OF POPULAR TREES IN THE
 LF1211'NEAR FUTURE, SO CP 6512 CAN BE USED AS AN AZIMUTH MARK ALSO.  A
 LF1211'LEVEL TIE WAS MADE FROM BENCH MARK A 258 TO THE STATION MARK AND
 LF1211'REFERENCE MARKS THIS DATE.  THE DISTANCE TO REFERENCE MARK 1 AND
 LF1211'2 MISSED THE PREVIOUS DISTANCE 0.03 FOOT LONGER MEASUREMENTS
 LF1211'THIS DATE.  THE DIRECTION TO REFERENCE MARK 1 MISSED THE PREVIOUS
 LF1211'DIRECTION 31 SECONDS AND THE DIRECTION TO REFERENCE MARK 2
 LF1211'MISSED THE PREVIOUS DIRECTION 12 SECONDS.  THE UNDERGROUND
 LF1211'STATION MARK POINT WAS HELD AND NEW STATION MARKS WERE SET
 LF1211'THIS DATE.
 LF1211'
 LF1211'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LF1211'
 LF1211'THE STATION IS LOCATED ABOUT 4.25 MILES NORTHWEST OF NEBRASKA CITY,
 LF1211'ABOUT 0.85 MILE EAST OF US HIGHWAYS 73 AND 75, ON THE EAST
 LF1211'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 LF1211'
 LF1211'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 LF1211'NEBRASKA CITY, GO WEST AND NORTH ON HIGHWAYS 73 AND 75 FOR 6.05
 LF1211'MILES TO A SIDE ROAD RIGHT AT THE NORTH END OF A RAILROAD OVERPASS.
 LF1211'TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.75 MILE TO A
 LF1211'SIDE ROAD LEFT AND BENCH MARK A 258 NEAR THE NORTHWEST ANGLE OF
 LF1211'THE INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 LF1211'0.15 MILE TO THE STATION ON THE RIGHT.
 LF1211'
 LF1211'THE STATION MARKS ARE STANDARD DISKS STAMPED WYOMING 1947 1977.  THE
 LF1211'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 LF1211'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET EAST OF THE
 LF1211'CENTER OF THE GRAVELED ROAD AND 4.5 FEET SOUTH OF A METAL WITNESS
 LF1211'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 LF1211'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 LF1211'
 LF1211'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WYOMING NO 1 1947, SET
 LF1211'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LF1211'GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER OF THE GRAVELED
 LF1211'ROAD AND 3 FEET EAST OF A FENCELINE.
 LF1211'
 LF1211'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WYOMING NO 2 1947, SET
 LF1211'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LF1211'GROUND SURFACE.  IT IS 22 FEET WEST OF THE CENTER OF THE GRAVELED
 LF1211'ROAD AND 1.5 FEET EAST OF A FENCELINE.
 LF1211'
 LF1211'BENCH MARK A 258 IS A STANDARD BENCH MARK DISK, STAMPED A 258 1947,
 LF1211'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 LF1211'INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET NORTH OF THE CENTER
 LF1211'OF AN EAST-WEST GRAVELED ROAD, 25 FEET WEST OF THE CENTER OF THE
 LF1211'GRAVELED ROAD LEADING NORTH TO THE STATION, 1.5 FEET SOUTH OF A
 LF1211'METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 LF1211'
 LF1211'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WYOMING 1947, SET IN THE
 LF1211'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 LF1211'THE GROUND SURFACE.  IT IS 107.5 FEET SOUTHEAST OF THE SOUTHEAST
 LF1211'CORNER OF A FARM HOUSE, 44 FEET SOUTHEAST OF THE SOUTH CENTER EDGE
 LF1211'OF A CONCRETE SIDEWALK, 36 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH
 LF1211'METER ATTACHED AND 21 FEET SOUTH OF THE CENTER OF A FARM
 LF1211'DRIVEWAY.
 LF1211'
 LF1211'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO HIGHWAYS 73
 LF1211'AND 75 AND TURN LEFT, SOUTH, AND GO 0.4 MILE TO A FARM DRIVEWAY ON
 LF1211'THE RIGHT, TURN RIGHT AND GO WEST ON DRIVEWAY FOR 0.15 MILE TO THE
 LF1211'AZIMUTH MARK ON THE LEFT.
 LF1211'
 LF1211'TO REACH CP 6512 FROM THE STATION, GO BACK TO THE HIGHWAY, THEN GO
 LF1211'WEST 0.5 MILE THE GO NORTH FOR 0.25 MILE TO A FIELD ENTRANCE ON
 LF1211'THE RIGHT, TURN RIGHT AND GO EAST ON THE FIELD ROAD FOR ABOUT 350
 LF1211'FEET TO A BARN AND THE MARK 5 FEET EAST OF THE SOUTHEAST CORNER
 LF1211'OF THE BARN.
 LF1211'
 LF1211'CP 6512 IS A STANDARD NEBRASKA DEPARTMENT OF ROADS STATION DISK,
 LF1211'STAMPED CP 6512 1977, SET IN THE TOP OF AN 8 INCH ROUND CONCRETE
 LF1211'POST THAT IS FLUSH WITH THE GROUND SURFACE.
 LF1211'
 LF1211'NOTE--REBAR PLACED IN THE STATION MARK CONCRETE MONUMENT.
 LF1211'
 LF1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/4 MILES
 LF1211'NW OF NEBRASKA CITY.
 LF1211
 LF1211                          STATION RECOVERY (1977)
 LF1211
 LF1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LF1211'7.05 MI NW FROM NEBRASKA CITY.
 LF1211'6.05 MILES NORTHWEST ALONG HIGHWAY 73 AND 75 FROM THE NORTHWEST
 LF1211'CORNER OF THE SQUARE IN NEBRASKA CITY TO THE NORTH END OF A RAILROAD
 LF1211'OVERPASS THENCE 0.75 MILE EAST, THENCE 0.15 MILE NORTH ALONG A
 LF1211'GRAVEL ROAD, 134 FEET NORTHEAST OF ROOM 1, 100.07 FEET SOUTHEAST OF
 LF1211'RM 2 AND 26 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD.
 LF1211'THE MARK IS 4.5 FT  S FROM A WITNESS POST.
 LF1211'THE MARK IS ABOVE LEVEL WITH GROUND.
 LF1211
 LF1211                          STATION RECOVERY (1977)
 LF1211
 LF1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LF1211'FOUND AZ MK IN GOOD CONDITION AS DESCRIBED - PROJECTED TREE GROWTH
 LF1211'WILL NOT ALLOW SIGHTING OF AZIMUTH FROM STATION IN FUTURE.
 LF1211'
 LF1211'NEAREST TOWN--NEBR. CITY.
 LF1211
 LF1211                          STATION RECOVERY (1980)
 LF1211
 LF1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1211'SURFACE STATION MARK, AZIMUTH MARK AND CP 6512 1977 NEDR WERE
 LF1211'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT
 LF1211'NOT FOUND.  REFERENCE MARK 2 AND BENCH MARK A 258 WERE FOUND
 LF1211'DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THE DIRECTION
 LF1211'TO THE OTOE COUNTY RURAL WATER DISTRICT NUMBER ONE TANK WAS 3.5
 LF1211'SECONDS LARGER THAN 1977 DATA AND TO DIRECTION TO CP 6512 1977 NEDR
 LF1211'WAS 6.4 SECONDS SMALLER THAN 1977 DATA.  A NEW DESCRIPTION FOLLOWS.
 LF1211'
 LF1211'THE STATION IS ABOUT 4-1/4 MILES NORTHWEST OF NEBRASKA CITY, 3/4 MILE
 LF1211'EAST OF U.S. HIGHWAY 75, ON A BLUFF OVERLOOKING THE MISSOURI RIVER AND
 LF1211'ON THE EAST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 LF1211'
 LF1211'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LF1211'SQUARE IN NEBRASKA CITY, GO NORTH, WEST AND NORTH ON U.S. HIGHWAY 75
 LF1211'FOR 6.0 MILES TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A BRIDGE OVER
 LF1211'RAILROAD TRACKS.  TURN SHARP RIGHT AND GO SOUTHEAST AND EAST ON A
 LF1211'GRADED ROAD FOR 0.75 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LF1211'NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT,
 LF1211'ABOUT 50 YARDS NORTHWEST OF A HOUSE.
 LF1211'
 LF1211'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO U.S. HIGHWAY 75,
 LF1211'TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR 0.4 MILE TO A DRIVEWAY ON
 LF1211'THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.15 MILE TO A
 LF1211'FARM HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.
 LF1211'
 LF1211'TO REACH CP 6512 1977 NEDR FROM THE STATION, RETURN TO U.S. HIGHWAY
 LF1211'75 TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR 0.1 MILE TO A SIDE ROAD
 LF1211'RIGHT AT THE SOUTH END OF THE BRIDGE OVER THE RAILROAD TRACKS.  TURN
 LF1211'SHARP RIGHT AND GO NORTHWEST AND WEST ON A GRADED ROAD FOR 0.5 MILE
 LF1211'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR
 LF1211'0.25 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 LF1211'THE FIELD ROAD FOR 0.1 MILE TO A BARN AND THE MARK AT THE SOUTHEAST
 LF1211'CORNER OF THE BARN.
 LF1211'
 LF1211'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---WYOMING 1947
 LF1211'1977--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 LF1211'115.0 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 96.5
 LF1211'FEET NORTHEAST OF A POWERLINE POLE, 26.0 FEET EAST OF THE CENTERLINE
 LF1211'OF THE ROAD, 7.0 FEET NORTH OF A BURIED TELEPHONE CABLE JUNCTION BOX
 LF1211'AND 4.0 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LF1211'INSPECTED.
 LF1211'
 LF1211'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---WYOMING 1947 NO 3
 LF1211'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5
 LF1211'INCHES.  IT IS 52.0 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 LF1211'WHERE IT JUNCTIONS WITH THE ROAD, 28.0 FEET WEST OF THE CENTERLINE OF
 LF1211'THE ROAD, 4.0 FEET EAST OF A FENCE, 3.5 FEET NORTH OF A POWERLINE POLE
 LF1211'AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 LF1211'
 LF1211'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---WYOMING 1947 NO 4
 LF1211'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LF1211'INCHES.  IT IS 23.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 LF1211'EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST AND IS ABOUT 1 FOOT
 LF1211'LOWER THAN THE STATION.
 LF1211'
 LF1211'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---WYOMING 1947--- SET
 LF1211'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 107.5 FEET
 LF1211'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 36.2 FEET
 LF1211'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH AN ELECTRIC METER AND 21.0
 LF1211'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.
 LF1211'
 LF1211'CP 6512 1977 NEDR IS A BRASS DISK OF THE NEBRASKA DEPARTMENT OF
 LF1211'ROADS, STAMPED---CP 65-12 1977--- SET IN THE TOP OF A ROUND CONCRETE
 LF1211'POST THAT IS 9 INCHES BELOW THE GROUND SURFACE.  IT IS 30.0 FEET
 LF1211'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN AND 5.5 FEET EAST
 LF1211'OF THE SOUTHEAST CORNER OF THE BARN.
 LF1211'
 LF1211'A LENGTH OF REBAR WAS PLACED IN THE REFERENCE MARK MONUMENTS AND
 LF1211'DRIVEN ALONGSIDE THE STATION MARK AND THE AZIMUTH MARK.
 LF1211'
 LF1211'A LIGHT ATOP A SMALL MAST, THAT IS ATOP THE OTOE COUNTY RURAL WATER
 LF1211'DISTRICT NUMBER ONE TANK, WAS THE POINT OBSERVED UPON FOR THAT OBJECT.
 LF1211'
 LF1211'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 LF1211'SEVERAL FENCE POSTS BEING IN THE WAY.
 LF1211'
 LF1211'LEVELS WERE RAN FROM THE STATION MARK TO REFERENCE MARK 3 AND
 LF1211'REFERENCE MARK 4 AND ALSO BETWEEN THE REFERENCE MARKS.
 LF1211
 LF1211                          STATION RECOVERY (1980)
 LF1211
 LF1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1211'THE SURFACE STATION MARK, AZIMUTH MARK AND CP 65-12 WERE RECOVERED IN
 LF1211'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  REFERENCE MARK 2
 LF1211'AND BENCH MARK A 258 WERE FOUND DESTROYED.  REFERENCE MARKS 3 AND 4
 LF1211'WERE ESTABLISHED.  THE DIRECTION TO CP 65-12 AND THE OTOE COUNTY
 LF1211'RURAL WATER DISTRICT NUMBER 1 TANK AGREED WITH PREVIOUS DATA.
 LF1211'THE STATION IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHWEST FROM NEBRASKA
 LF1211'CITY, 0.75 MI (1.21 KM) EAST OF U.S. HIGHWAY 75, ON A BLUFF
 LF1211'OVERLOOKING THE MISSOURI RIVER AND ON THE EAST RIGHT-OF-WAY OF A
 LF1211'GRAVELED COUNTY ROAD.
 LF1211'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LF1211'SQUARE IN NEBRASKA CITY, GO NORTH, WEST AND NORTH ON HIGHWAY 75 FOR
 LF1211'6.0 MI (9.7 KM) TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A BRIDGE
 LF1211'OVER RAILROAD TRACKS.  TURN SHARP RIGHT AND GO SOUTHEAST AND EAST ON
 LF1211'A GRADED ROAD FOR 0.75 MI (1.21 KM) TO A SIDE ROAD LEFT. TURN LEFT
 LF1211'AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MI (0.24 KM) TO THE STATION
 LF1211'ON THE RIGHT, ABOUT 50 YDS NORTHWEST FROM A HOUSE.
 LF1211'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LF1211'IS FLUSH WITH THE GROUND.  IT IS 115.0 FT (35.1 M) NORTH FROM THE
 LF1211'CENTERLINE OF A DRIVEWAY TO THE HOUSE, 96.5 FT (29.4 M) NORTHEAST
 LF1211'FROM A POWER POLE, 26.0 FT (7.9 M) EAST FROM THE CENTERLINE OF THE
 LF1211'ROAD, 7.0 FT (2.1 M) NORTH FROM A BURIED TELEPHONE CABLE JUNCTION BOX
 LF1211'AND 4.0 FT (1.2 M) SOUTH FROM A WITNESS POST.  THE UNDERGROUND MARK
 LF1211'WAS NOT INSPECTED.  THIS MARK IS A BENCH MARK ALSO.
 LF1211
 LF1211                          STATION RECOVERY (2006)
 LF1211
 LF1211'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1214 ***********************************************************************
 LF1214  DESIGNATION -  WYOMING RM 3
 LF1214  PID         -  LF1214
 LF1214  STATE/COUNTY-  NE/OTOE
 LF1214  COUNTRY     -  US
 LF1214  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1214
 LF1214                         *CURRENT SURVEY CONTROL
 LF1214  ______________________________________________________________________
 LF1214* NAD 83(1995) POSITION- 40 43 36.57606(N) 095 53 50.98503(W)   ADJUSTED
 LF1214* NAVD 88 ORTHO HEIGHT -   349.29  (+/-2cm)     1146.0   (feet) VERTCON
 LF1214  ______________________________________________________________________
 LF1214  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 LF1214  LAPLACE CORR    -        -11.19  (seconds)                    DEFLEC18
 LF1214  HORZ ORDER      -  THIRD
 LF1214  VERT ORDER      -  THIRD ? (See Below)
 LF1214
 LF1214.The horizontal coordinates were established by classical geodetic methods
 LF1214.and adjusted by the National Geodetic Survey in August 1997.
 LF1214
 LF1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1214
 LF1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1214.GEOID18 height accuracy estimate available here.
 LF1214
 LF1214.The vertical order pertains to the NGVD 29 superseded value.
 LF1214
 LF1214.Click photographs - Photos may exist for this station.
 LF1214
 LF1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1214
 LF1214. The following values were computed from the NAD 83(1995) position.
 LF1214
 LF1214;                    North         East     Units Scale Factor Converg.
 LF1214;SPC NE       -   107,422.364   846,369.529   MT  0.99975029   +2 43 07.4
 LF1214;SPC NE       -   352,434.87  2,776,797.36   sFT  0.99975029   +2 43 07.4
 LF1214;UTM  15      - 4,512,471.815   255,297.153   MT  1.00033709   -1 53 29.1
 LF1214
 LF1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1214!SPC NE       -   0.99994973  x   0.99975029  =   0.99970004
 LF1214!UTM  15      -   0.99994973  x   1.00033709  =   1.00028681
 LF1214
 LF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5529712471(NAD 83)
 LF1214
 LF1214                          SUPERSEDED SURVEY CONTROL
 LF1214
 LF1214  NAD 83(1986)-  40 43 36.58325(N)    095 53 50.98150(W) AD(       ) 3
 LF1214  NGVD 29             349.17   (m)         1145.6    (f) LEVELING    3  
 LF1214
 LF1214.Superseded values are not recommended for survey control.
 LF1214
 LF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1214.See file dsdata.pdf to determine how the superseded data were derived.
 LF1214
 LF1214_MARKER: DR = REFERENCE MARK DISK
 LF1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1214_STAMPING: WYOMING 1947 NO 3 1980
 LF1214_MARK LOGO: NGS
 LF1214_PROJECTION: FLUSH
 LF1214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LF1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1214+STABILITY: SURFACE MOTION
 LF1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1214+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 LF1214
 LF1214  HISTORY     - Date     Condition        Report By
 LF1214  HISTORY     - 1980     MONUMENTED       NGS
 LF1214  HISTORY     - 19800625 GOOD             NGS
 LF1214  HISTORY     - 20060221 GOOD             NEDR
 LF1214
 LF1214                          STATION DESCRIPTION
 LF1214
 LF1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1214'4.25 MI NW FROM NEBRASKA CITY.
 LF1214'6.0 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 75, FROM THE
 LF1214'NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN NEBRASKA CITY,THENCE
 LF1214'SHARP RIGHT AND SOUTHEAST AND EAST ALONG A GRADED ROAD FOR 0.75
 LF1214'MILE TO A SIDE ROAD LEFT, THENCE LEFT AND NORTH ALONG A GRAVELED
 LF1214'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT, 93 FEET SOUTH-SOUTHWEST
 LF1214'OF STATION WYOMING, 52 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY,
 LF1214'AT ITS JUNCTION WITH THE ROAD, 28 FEET WEST OF THE CENTERLINE OF THE
 LF1214'ROAD, 4 FEET EAST OF A FENCE, 3.5 FEET NORTH OF A POWERLINEPOLE.
 LF1214
 LF1214                          STATION RECOVERY (1980)
 LF1214
 LF1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1214'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHWEST FROM NEBRASKA
 LF1214'CITY, 0.75 MI (1.21 KM) EAST FROM U.S. HIGHWAY 75, ON A BLUFF
 LF1214'OVERLOOKING THE MISSOURI RIVER AND ON THE WEST RIGHT-OF-WAY OF A
 LF1214'COUNTY ROAD.
 LF1214'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 LF1214'NEBRASKA CITY, GO NORTH, WEST AND NORTH ON HIGHWAY 75 FOR 6.0 MI
 LF1214'(9.7 KM) TO A SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING A BRIDGE
 LF1214'OVER RAILROAD TRACKS.  TURN SHARP RIGHT AND GO SOUTHEAST ON A GRADED
 LF1214'ROAD FOR 0.75 MI (1.21 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LF1214'NORTH ON A GRADED ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.
 LF1214'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5
 LF1214'CM ABOVE THE GROUND.  IT IS 52.0 FT (15.8 M) NORTHWEST FROM THE
 LF1214'CENTERLINE OF THE DRIVEWAY OF A HOUSE, AS IT JUNCTIONS WITH THE ROAD,
 LF1214'28.0 FEET WEST FROM THE CENTERLINE OF THE ROAD, 4.0 FT (1.2 M) EAST
 LF1214'FROM A FENCE, 3.5 FT (1.1 M) NORTH FROM A POWER POLE AND IS ABOUT 2
 LF1214'FT (0.6 M) LOWER IN ELEVATION THAN THE STATION.  THIS MARK IS A BENCH
 LF1214'MARK ALSO.
 LF1214
 LF1214                          STATION RECOVERY (2006)
 LF1214
 LF1214'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1215 ***********************************************************************
 LF1215  DESIGNATION -  WYOMING RM 4
 LF1215  PID         -  LF1215
 LF1215  STATE/COUNTY-  NE/OTOE
 LF1215  COUNTRY     -  US
 LF1215  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1215
 LF1215                         *CURRENT SURVEY CONTROL
 LF1215  ______________________________________________________________________
 LF1215* NAD 83(1995) POSITION- 40 43 37.61853(N) 095 53 51.19858(W)   ADJUSTED
 LF1215* NAVD 88 ORTHO HEIGHT -   349.70  (+/-2cm)     1147.3   (feet) VERTCON
 LF1215  ______________________________________________________________________
 LF1215  GEOID HEIGHT    -        -28.821 (meters)                     GEOID18
 LF1215  LAPLACE CORR    -        -11.20  (seconds)                    DEFLEC18
 LF1215  HORZ ORDER      -  THIRD
 LF1215  VERT ORDER      -  THIRD ? (See Below)
 LF1215
 LF1215.The horizontal coordinates were established by classical geodetic methods
 LF1215.and adjusted by the National Geodetic Survey in August 1997.
 LF1215
 LF1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1215
 LF1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1215.GEOID18 height accuracy estimate available here.
 LF1215
 LF1215.The vertical order pertains to the NGVD 29 superseded value.
 LF1215
 LF1215.Click photographs - Photos may exist for this station.
 LF1215
 LF1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF1215
 LF1215. The following values were computed from the NAD 83(1995) position.
 LF1215
 LF1215;                    North         East     Units Scale Factor Converg.
 LF1215;SPC NE       -   107,454.239   846,362.999   MT  0.99975022   +2 43 07.2
 LF1215;SPC NE       -   352,539.45  2,776,775.94   sFT  0.99975022   +2 43 07.2
 LF1215;UTM  15      - 4,512,504.130   255,293.205   MT  1.00033712   -1 53 29.3
 LF1215
 LF1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1215!SPC NE       -   0.99994967  x   0.99975022  =   0.99969990
 LF1215!UTM  15      -   0.99994967  x   1.00033712  =   1.00028677
 LF1215
 LF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5529312504(NAD 83)
 LF1215
 LF1215                          SUPERSEDED SURVEY CONTROL
 LF1215
 LF1215  NAD 83(1986)-  40 43 37.62571(N)    095 53 51.19506(W) AD(       ) 3
 LF1215  NGVD 29             349.58   (m)         1146.9    (f) LEVELING    3  
 LF1215
 LF1215.Superseded values are not recommended for survey control.
 LF1215
 LF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1215.See file dsdata.pdf to determine how the superseded data were derived.
 LF1215
 LF1215_MARKER: DR = REFERENCE MARK DISK
 LF1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1215_STAMPING: WYOMING 1947 NO 4 1980
 LF1215_MARK LOGO: NGS
 LF1215_PROJECTION: FLUSH
 LF1215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LF1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1215+STABILITY: SURFACE MOTION
 LF1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1215+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 LF1215
 LF1215  HISTORY     - Date     Condition        Report By
 LF1215  HISTORY     - 1980     MONUMENTED       NGS
 LF1215  HISTORY     - 20060221 GOOD             NEDR
 LF1215
 LF1215                          STATION DESCRIPTION
 LF1215
 LF1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1215'4.25 MI NW FROM NEBRASKA CITY.
 LF1215'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHWEST FROM NEBRASKA
 LF1215'CITY, 0.75 MI (1.21 KM) EAST FROM U.S. HIGHWAY 75, ON A BLUFF
 LF1215'OVERLOOKING THE MISSOURI RIVER AND ON THE WEST RIGHT-OF-WAY OF A
 LF1215'COUNTY ROAD.
 LF1215'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 LF1215'NEBRASKA CITY, GO NORTH, WEST AND NORTH ON HIGHWAY 75 FOR 6.0 MI
 LF1215'(9.7 KM) TO A SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING A BRIDGE
 LF1215'OVER RAILROAD TRACKS.  TURN SHARP RIGHT AND GO SOUTHEAST ON A GRADED
 LF1215'ROAD FOR 0.75 MI (1.21 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LF1215'NORTH ON A GRADED ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.
 LF1215'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LF1215'CM ABOVE THE GROUND.  IT IS 23.0 FT (7.0 M) WEST FROM THE CENTERLINE
 LF1215'OF THE ROAD, 2.5 FT (0.8 M) EAST FROM A FENCE, 1.8 FT (0.5 M) SOUTH
 LF1215'FROM A WITNESS POST AND IS ABOUT 1 FT (0.3 M) LOWER IN ELEVATION THAN
 LF1215'THE STATION.  THIS MARK IS A BENCH MARK ALSO.
 LF1215'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 LF1215'6.0 MILES NORTH, WEST AND NORTH ALONG U.S. HIGHWAY 75, FROM THE
 LF1215'NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN NEBRASKA CITY,THENCE
 LF1215'SHARP RIGHT AND SOUTHEAST AND EAST ALONG A GRADED ROAD FOR 0.75 MILE
 LF1215'TO A CROSSROAD, THENCE LEFT AND NORTH ALONG A GRAVELED ROAD FOR 0.15
 LF1215'MILE TO THE MARK, 23.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5
 LF1215'FEET EAST OF A FENCE, 62.9 FEET WEST NORTHWEST OF STATION WYOMING.
 LF1215
 LF1215                          STATION RECOVERY (2006)
 LF1215
 LF1215'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0311 ***********************************************************************
 NP0311  DESIGNATION -  X 11
 NP0311  PID         -  NP0311
 NP0311  STATE/COUNTY-  NE/DAWES
 NP0311  COUNTRY     -  US
 NP0311  USGS QUAD   -  CRAWFORD (2017)
 NP0311
 NP0311                         *CURRENT SURVEY CONTROL
 NP0311  ______________________________________________________________________
 NP0311* NAD 83(1986) POSITION- 42 41 00.     (N) 103 24 22.     (W)   SCALED
 NP0311* NAVD 88 ORTHO HEIGHT -  1127.794 (meters)     3700.10  (feet) ADJUSTED
 NP0311  ______________________________________________________________________
 NP0311  GEOID HEIGHT    -        -17.575 (meters)                     GEOID18
 NP0311  DYNAMIC HEIGHT  -       1127.188 (meters)     3698.12  (feet) COMP
 NP0311  MODELED GRAVITY -    980,045.2   (mgal)                       NAVD 88
 NP0311
 NP0311  VERT ORDER      -  FIRST     CLASS II
 NP0311
 NP0311.The horizontal coordinates were scaled from a map and have
 NP0311.an estimated accuracy of +/- 6 seconds.
 NP0311
 NP0311.The orthometric height was determined by differential leveling and
 NP0311.adjusted by the NATIONAL GEODETIC SURVEY
 NP0311.in June 1991.
 NP0311
 NP0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0311.GEOID18 height accuracy estimate available here.
 NP0311
 NP0311.Click photographs - Photos may exist for this station.
 NP0311
 NP0311.The dynamic height is computed by dividing the NAVD 88
 NP0311.geopotential number by the normal gravity value computed on the
 NP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0311.degrees latitude (g = 980.6199 gals.).
 NP0311
 NP0311.The modeled gravity was interpolated from observed gravity values.
 NP0311
 NP0311;                    North         East    Units  Estimated Accuracy
 NP0311;SPC NE       -   321,940.      220,950.      MT  (+/- 180 meters Scaled)
 NP0311
 NP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH305268(NAD 83)
 NP0311
 NP0311                          SUPERSEDED SURVEY CONTROL
 NP0311
 NP0311  NGVD 29 (??/??/92) 1127.114  (m)         3697.87   (f) ADJ UNCH    1 2
 NP0311
 NP0311.Superseded values are not recommended for survey control.
 NP0311
 NP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0311.See file dsdata.pdf to determine how the superseded data were derived.
 NP0311
 NP0311_MARKER: DB = BENCH MARK DISK
 NP0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0311_STAMPING: X 11 1933 3697.873
 NP0311_MARK LOGO: CGS
 NP0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0311+STABILITY: SURFACE MOTION
 NP0311
 NP0311  HISTORY     - Date     Condition        Report By
 NP0311  HISTORY     - 1933     MONUMENTED       CGS
 NP0311  HISTORY     - 1956     MARK NOT FOUND   CGS
 NP0311
 NP0311                          STATION DESCRIPTION
 NP0311
 NP0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0311'AT CRAWFORD.
 NP0311'AT CRAWFORD, DAWES COUNTY, AT THE FIRST COUNTY-ROAD CROSSING
 NP0311'SOUTHEAST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 NP0311'4-1/2 POLES WEST OF MILEPOST 422, 45 FEET SOUTH OF THE CENTER
 NP0311'OF THE CROSSING, AND 30 FEET WEST OF THE WEST RAIL.  A STANDARD
 NP0311'DISK, STAMPED 3697.873 X 11 1933 AND SET IN THE TOP OF A CONCRETE
 NP0311'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0302 ***********************************************************************
 ML0302  DESIGNATION -  X 116
 ML0302  PID         -  ML0302
 ML0302  STATE/COUNTY-  NE/SHERMAN
 ML0302  COUNTRY     -  US
 ML0302  USGS QUAD   -  LOUP CITY (2017)
 ML0302
 ML0302                         *CURRENT SURVEY CONTROL
 ML0302  ______________________________________________________________________
 ML0302* NAD 83(1986) POSITION- 41 16 33.     (N) 098 52 41.     (W)   SCALED
 ML0302* NAVD 88 ORTHO HEIGHT -   649.196 (meters)     2129.90  (feet) ADJUSTED
 ML0302  ______________________________________________________________________
 ML0302  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 ML0302  DYNAMIC HEIGHT  -        648.862 (meters)     2128.81  (feet) COMP
 ML0302  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 ML0302
 ML0302  VERT ORDER      -  FIRST     CLASS II
 ML0302
 ML0302.The horizontal coordinates were scaled from a map and have
 ML0302.an estimated accuracy of +/- 6 seconds.
 ML0302
 ML0302.The orthometric height was determined by differential leveling and
 ML0302.adjusted by the NATIONAL GEODETIC SURVEY
 ML0302.in June 1991.
 ML0302
 ML0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0302.GEOID18 height accuracy estimate available here.
 ML0302
 ML0302.Click photographs - Photos may exist for this station.
 ML0302
 ML0302.The dynamic height is computed by dividing the NAVD 88
 ML0302.geopotential number by the normal gravity value computed on the
 ML0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0302.degrees latitude (g = 980.6199 gals.).
 ML0302
 ML0302.The modeled gravity was interpolated from observed gravity values.
 ML0302
 ML0302;                    North         East    Units  Estimated Accuracy
 ML0302;SPC NE       -   160,760.      593,970.      MT  (+/- 180 meters Scaled)
 ML0302
 ML0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL102693(NAD 83)
 ML0302
 ML0302                          SUPERSEDED SURVEY CONTROL
 ML0302
 ML0302  NGVD 29 (??/??/92)  648.948  (m)         2129.09   (f) ADJ UNCH    1 2
 ML0302
 ML0302.Superseded values are not recommended for survey control.
 ML0302
 ML0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0302.See file dsdata.pdf to determine how the superseded data were derived.
 ML0302
 ML0302_MARKER: DB = BENCH MARK DISK
 ML0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0302_STAMPING: X 116 1935
 ML0302_MARK LOGO: CGS
 ML0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0302+STABILITY: SURFACE MOTION
 ML0302
 ML0302  HISTORY     - Date     Condition        Report By
 ML0302  HISTORY     - 1935     MONUMENTED       CGS
 ML0302  HISTORY     - 1950     GOOD             CGS
 ML0302
 ML0302                          STATION DESCRIPTION
 ML0302
 ML0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0302'5.4 MI E FROM LOUP CITY.
 ML0302'5.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0302'FROM THE STATION AT LOUP CITY, AT A PRIVATE ROAD CROSSING, 0.3
 ML0302'MILE NORTHEAST OF MILEPOST 35, 51 FEET WEST OF THE CENTER OF THE
 ML0302'ROAD CROSSING, 20 FEET NORTHWEST OF THE NORTHWEST RAIL, 15 FEET
 ML0302'SOUTHEAST OF THE NORTHEAST END OF A ROW OF HEDGE TREES, 1.3
 ML0302'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0302'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0158 ***********************************************************************
 ML0158  DESIGNATION -  X 117
 ML0158  PID         -  ML0158
 ML0158  STATE/COUNTY-  NE/HOWARD
 ML0158  COUNTRY     -  US
 ML0158  USGS QUAD   -  WOLBACH SW (2017)
 ML0158
 ML0158                         *CURRENT SURVEY CONTROL
 ML0158  ______________________________________________________________________
 ML0158* NAD 83(1986) POSITION- 41 16 19.     (N) 098 27 00.     (W)   SCALED
 ML0158* NAVD 88 ORTHO HEIGHT -   549.895 (meters)     1804.11  (feet) ADJUSTED
 ML0158  ______________________________________________________________________
 ML0158  GEOID HEIGHT    -        -24.607 (meters)                     GEOID18
 ML0158  DYNAMIC HEIGHT  -        549.621 (meters)     1803.21  (feet) COMP
 ML0158  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 ML0158
 ML0158  VERT ORDER      -  SECOND    CLASS 0
 ML0158
 ML0158.The horizontal coordinates were scaled from a map and have
 ML0158.an estimated accuracy of +/- 6 seconds.
 ML0158
 ML0158.The orthometric height was determined by differential leveling and
 ML0158.adjusted by the NATIONAL GEODETIC SURVEY
 ML0158.in June 1991.
 ML0158
 ML0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0158.GEOID18 height accuracy estimate available here.
 ML0158
 ML0158.Click photographs - Photos may exist for this station.
 ML0158
 ML0158.The dynamic height is computed by dividing the NAVD 88
 ML0158.geopotential number by the normal gravity value computed on the
 ML0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0158.degrees latitude (g = 980.6199 gals.).
 ML0158
 ML0158.The modeled gravity was interpolated from observed gravity values.
 ML0158
 ML0158;                    North         East    Units  Estimated Accuracy
 ML0158;SPC NE       -   160,890.      629,820.      MT  (+/- 180 meters Scaled)
 ML0158
 ML0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460690(NAD 83)
 ML0158
 ML0158                          SUPERSEDED SURVEY CONTROL
 ML0158
 ML0158  NGVD 29 (??/??/92)  549.653  (m)         1803.32   (f) ADJ UNCH    2 0
 ML0158
 ML0158.Superseded values are not recommended for survey control.
 ML0158
 ML0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0158.See file dsdata.pdf to determine how the superseded data were derived.
 ML0158
 ML0158_MARKER: DB = BENCH MARK DISK
 ML0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0158_STAMPING: X 117-1935
 ML0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0158+STABILITY: SURFACE MOTION
 ML0158
 ML0158  HISTORY     - Date     Condition        Report By
 ML0158  HISTORY     - 1935     MONUMENTED       CGS
 ML0158
 ML0158                          STATION DESCRIPTION
 ML0158
 ML0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0158'4.3 MI N FROM ST PAUL.
 ML0158'4.3 MILES NORTH OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 281
 ML0158'BETWEEN ST. PAUL AND SPALDING, 230 FEET NORTH OF THE EAST AND
 ML0158'WEST CROSS ROAD LEADING TO CUSHING NEBRASKA, 46 FEET WEST OF
 ML0158'THE CENTER LINE OF U.S. HIGHWAY 281, 37.5 FEET SOUTHEAST OF THE
 ML0158'SOUTHEAST CORNER OF SCHOOL, 16.7 FEET SOUTH OF THE ENTRANCE GATE,
 ML0158'2.7 FEET WEST OF THE NORTH AND SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0157 ***********************************************************************
 ML0157  DESIGNATION -  X 117 RESET
 ML0157  PID         -  ML0157
 ML0157  STATE/COUNTY-  NE/HOWARD
 ML0157  COUNTRY     -  US
 ML0157  USGS QUAD   -  WOLBACH SW (2017)
 ML0157
 ML0157                         *CURRENT SURVEY CONTROL
 ML0157  ______________________________________________________________________
 ML0157* NAD 83(1986) POSITION- 41 16 19.     (N) 098 27 00.     (W)   SCALED
 ML0157* NAVD 88 ORTHO HEIGHT -   551.05  (meters)     1807.9   (feet) RESET
 ML0157  ______________________________________________________________________
 ML0157  GEOID HEIGHT    -        -24.607 (meters)                     GEOID18
 ML0157  VERT ORDER      -  THIRD
 ML0157
 ML0157.The horizontal coordinates were scaled from a map and have
 ML0157.an estimated accuracy of +/- 6 seconds.
 ML0157
 ML0157.The orthometric height was computed from unverified reset data.
 ML0157
 ML0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0157.GEOID18 height accuracy estimate available here.
 ML0157
 ML0157.Click photographs - Photos may exist for this station.
 ML0157
 ML0157;                    North         East    Units  Estimated Accuracy
 ML0157;SPC NE       -   160,890.      629,820.      MT  (+/- 180 meters Scaled)
 ML0157
 ML0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460690(NAD 83)
 ML0157
 ML0157                          SUPERSEDED SURVEY CONTROL
 ML0157
 ML0157  NGVD 29 (??/??/??)  550.80   (m)         1807.1    (f) RESET       3  
 ML0157
 ML0157.Superseded values are not recommended for survey control.
 ML0157
 ML0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0157.See file dsdata.pdf to determine how the superseded data were derived.
 ML0157
 ML0157_MARKER: DB = BENCH MARK DISK
 ML0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0157_STAMPING: X 117 RESET 1956
 ML0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0157+STABILITY: SURFACE MOTION
 ML0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0157+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 ML0157
 ML0157  HISTORY     - Date     Condition        Report By
 ML0157  HISTORY     - 1956     MONUMENTED       CGS
 ML0157  HISTORY     - 1950     GOOD             CGS
 ML0157  HISTORY     - 20100601 GOOD             NEGS
 ML0157
 ML0157                          STATION DESCRIPTION
 ML0157
 ML0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0157'4 MI N FROM ST PAUL.
 ML0157'0.3 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT ST. PAUL,
 ML0157'HOWARD COUNTY, THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 281,
 ML0157'ABOUT 100 YARDS NORTH OF THE JCT. OF STATE HIGHWAY 96 LEADING
 ML0157'EAST, 114 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 281,
 ML0157'9 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 ML0157'WITNESS POST, AND 1 FOOT EAST OF A FENCE.  SET IN THE TOP OF A
 ML0157'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ML0157
 ML0157                          STATION RECOVERY (1950)
 ML0157
 ML0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0157'RECOVERED IN GOOD CONDITION.
 ML0157
 ML0157                          STATION RECOVERY (2010)
 ML0157
 ML0157'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0157'DESCRIBED BY THE NEBRASKA GEODETICS SURVEY.
 ML0157'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 281
 ML0157'AND STATE HIGHWAY 92 AT ST. PAUL, NE.,
 ML0157'GO NORTH ON U.S. HIGHWAY 281 FOR 3.44 MILES TO A FIELD DRIVE
 ML0157'LEADING WEST AND THE MARK 46.5 FEET NORTH OF THE CENTERLINE OF THE
 ML0157'DRIVE, 114 FEET WEST OF THE CENTERLINE OF HIGHWAY 281, 2.3 FEET
 ML0157'NORTHEAST OF A POWER POLE, 1.0 FOOT EAST OF A FIBERGLASS
 ML0157'WITNESS POST STAMPED X 117 RESET 1950 AND
 ML0157'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0092 ***********************************************************************
 ML0092  DESIGNATION -  X 118
 ML0092  PID         -  ML0092
 ML0092  STATE/COUNTY-  NE/WHEELER
 ML0092  COUNTRY     -  US
 ML0092  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0092
 ML0092                         *CURRENT SURVEY CONTROL
 ML0092  ______________________________________________________________________
 ML0092* NAD 83(1986) POSITION- 41 47 55.     (N) 098 26 21.     (W)   SCALED
 ML0092* NAVD 88 ORTHO HEIGHT -   658.802 (meters)     2161.42  (feet) ADJUSTED
 ML0092  ______________________________________________________________________
 ML0092  GEOID HEIGHT    -        -24.330 (meters)                     GEOID18
 ML0092  DYNAMIC HEIGHT  -        658.495 (meters)     2160.41  (feet) COMP
 ML0092  MODELED GRAVITY -    980,134.8   (mgal)                       NAVD 88
 ML0092
 ML0092  VERT ORDER      -  SECOND    CLASS 0
 ML0092
 ML0092.The horizontal coordinates were scaled from a map and have
 ML0092.an estimated accuracy of +/- 6 seconds.
 ML0092
 ML0092.The orthometric height was determined by differential leveling and
 ML0092.adjusted by the NATIONAL GEODETIC SURVEY
 ML0092.in June 1991.
 ML0092
 ML0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0092.GEOID18 height accuracy estimate available here.
 ML0092
 ML0092.Click photographs - Photos may exist for this station.
 ML0092
 ML0092.The dynamic height is computed by dividing the NAVD 88
 ML0092.geopotential number by the normal gravity value computed on the
 ML0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0092.degrees latitude (g = 980.6199 gals.).
 ML0092
 ML0092.The modeled gravity was interpolated from observed gravity values.
 ML0092
 ML0092;                    North         East    Units  Estimated Accuracy
 ML0092;SPC NE       -   219,370.      629,670.      MT  (+/- 180 meters Scaled)
 ML0092
 ML0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM465275(NAD 83)
 ML0092
 ML0092                          SUPERSEDED SURVEY CONTROL
 ML0092
 ML0092  NGVD 29 (??/??/92)  658.561  (m)         2160.63   (f) ADJ UNCH    2 0
 ML0092
 ML0092.Superseded values are not recommended for survey control.
 ML0092
 ML0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0092.See file dsdata.pdf to determine how the superseded data were derived.
 ML0092
 ML0092_MARKER: DB = BENCH MARK DISK
 ML0092_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0092_STAMPING: X 118 1935
 ML0092_MARK LOGO: CGS
 ML0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0092
 ML0092  HISTORY     - Date     Condition        Report By
 ML0092  HISTORY     - 1935     MONUMENTED       CGS
 ML0092  HISTORY     - 1950     GOOD             CGS
 ML0092
 ML0092                          STATION DESCRIPTION
 ML0092
 ML0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0092'10.7 MI NW FROM SPALDING.
 ML0092'10.7 MILES NORTHWEST ALONG STATE HIGHWAY 101 FROM THE JUNCTION
 ML0092'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, 300 FEET EAST OF A
 ML0092'WINDMILL WHICH IS AT THE SITE OF AN OLD STORE, 127 FEET EAST OF
 ML0092'A POINT IN LINE WITH A NORTH AND SOUTH FENCE, 38 FEET NORTH OF
 ML0092'THE CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTH OF A FENCE, 1.5
 ML0092'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0092'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0131 ***********************************************************************
 MM0131  DESIGNATION -  X 119
 MM0131  PID         -  MM0131
 MM0131  STATE/COUNTY-  NE/MCPHERSON
 MM0131  COUNTRY     -  US
 MM0131  USGS QUAD   -  STAPLETON NW (2017)
 MM0131
 MM0131                         *CURRENT SURVEY CONTROL
 MM0131  ______________________________________________________________________
 MM0131* NAD 83(1986) POSITION- 41 29 08.     (N) 100 43 25.     (W)   SCALED
 MM0131* NAVD 88 ORTHO HEIGHT -   930.299 (meters)     3052.16  (feet) ADJUSTED
 MM0131  ______________________________________________________________________
 MM0131  GEOID HEIGHT    -        -21.871 (meters)                     GEOID18
 MM0131  DYNAMIC HEIGHT  -        929.763 (meters)     3050.40  (feet) COMP
 MM0131  MODELED GRAVITY -    980,015.4   (mgal)                       NAVD 88
 MM0131
 MM0131  VERT ORDER      -  SECOND    CLASS 0
 MM0131
 MM0131.The horizontal coordinates were scaled from a map and have
 MM0131.an estimated accuracy of +/- 6 seconds.
 MM0131
 MM0131.The orthometric height was determined by differential leveling and
 MM0131.adjusted by the NATIONAL GEODETIC SURVEY
 MM0131.in June 1991.
 MM0131
 MM0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0131.GEOID18 height accuracy estimate available here.
 MM0131
 MM0131.Click photographs - Photos may exist for this station.
 MM0131
 MM0131.The dynamic height is computed by dividing the NAVD 88
 MM0131.geopotential number by the normal gravity value computed on the
 MM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0131.degrees latitude (g = 980.6199 gals.).
 MM0131
 MM0131.The modeled gravity was interpolated from observed gravity values.
 MM0131
 MM0131;                    North         East    Units  Estimated Accuracy
 MM0131;SPC NE       -   183,690.      439,590.      MT  (+/- 180 meters Scaled)
 MM0131
 MM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL561940(NAD 83)
 MM0131
 MM0131                          SUPERSEDED SURVEY CONTROL
 MM0131
 MM0131  NGVD 29 (??/??/92)  929.963  (m)         3051.05   (f) ADJ UNCH    2 0
 MM0131
 MM0131.Superseded values are not recommended for survey control.
 MM0131
 MM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0131.See file dsdata.pdf to determine how the superseded data were derived.
 MM0131
 MM0131_MARKER: DB = BENCH MARK DISK
 MM0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0131_STAMPING: X 119 1934
 MM0131_MARK LOGO: CGS
 MM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0131+STABILITY: SURFACE MOTION
 MM0131
 MM0131  HISTORY     - Date     Condition        Report By
 MM0131  HISTORY     - 1934     MONUMENTED       CGS
 MM0131  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0131
 MM0131                          STATION DESCRIPTION
 MM0131
 MM0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0131'4.7 MI SE FROM RINGGOLD.
 MM0131'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST
 MM0131'OFFICE AT RINGGOLD, MC PHERSON COUNTY, AT A CURVE TO THE WEST, 42
 MM0131'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4 FEET WEST OF
 MM0131'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 119 1934 AND
 MM0131'SET IN THE TOP OF A CONCRETE POST.
 MM0131
 MM0131                          STATION RECOVERY (1972)
 MM0131
 MM0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0056 ***********************************************************************
 MM0056  DESIGNATION -  X 120
 MM0056  PID         -  MM0056
 MM0056  STATE/COUNTY-  NE/CUSTER
 MM0056  COUNTRY     -  US
 MM0056  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0056
 MM0056                         *CURRENT SURVEY CONTROL
 MM0056  ______________________________________________________________________
 MM0056* NAD 83(1986) POSITION- 41 28 49.     (N) 100 04 07.     (W)   SCALED
 MM0056* NAVD 88 ORTHO HEIGHT -   922.106 (meters)     3025.28  (feet) ADJUSTED
 MM0056  ______________________________________________________________________
 MM0056  GEOID HEIGHT    -        -22.153 (meters)                     GEOID18
 MM0056  DYNAMIC HEIGHT  -        921.600 (meters)     3023.62  (feet) COMP
 MM0056  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 MM0056
 MM0056  VERT ORDER      -  SECOND    CLASS 0
 MM0056
 MM0056.The horizontal coordinates were scaled from a map and have
 MM0056.an estimated accuracy of +/- 6 seconds.
 MM0056
 MM0056.The orthometric height was determined by differential leveling and
 MM0056.adjusted by the NATIONAL GEODETIC SURVEY
 MM0056.in June 1991.
 MM0056
 MM0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0056.GEOID18 height accuracy estimate available here.
 MM0056
 MM0056.Click photographs - Photos may exist for this station.
 MM0056
 MM0056.The dynamic height is computed by dividing the NAVD 88
 MM0056.geopotential number by the normal gravity value computed on the
 MM0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0056.degrees latitude (g = 980.6199 gals.).
 MM0056
 MM0056.The modeled gravity was interpolated from observed gravity values.
 MM0056
 MM0056;                    North         East    Units  Estimated Accuracy
 MM0056;SPC NE       -   182,860.      494,270.      MT  (+/- 180 meters Scaled)
 MM0056
 MM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML107926(NAD 83)
 MM0056
 MM0056                          SUPERSEDED SURVEY CONTROL
 MM0056
 MM0056  NGVD 29 (??/??/92)  921.849  (m)         3024.43   (f) ADJ UNCH    2 0
 MM0056
 MM0056.Superseded values are not recommended for survey control.
 MM0056
 MM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0056.See file dsdata.pdf to determine how the superseded data were derived.
 MM0056
 MM0056_MARKER: DB = BENCH MARK DISK
 MM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0056_STAMPING: X 120 1934
 MM0056_MARK LOGO: CGS
 MM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0056+STABILITY: SURFACE MOTION
 MM0056
 MM0056  HISTORY     - Date     Condition        Report By
 MM0056  HISTORY     - 1934     MONUMENTED       CGS
 MM0056
 MM0056                          STATION DESCRIPTION
 MM0056
 MM0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0056'9.4 MI E FROM ARNOLD.
 MM0056'9.4 MILES EAST OF THE UNION PACIFIC DEPOT.  ALONG STATE HIGHWAY
 MM0056'NO. 16 BETWEEN ARNOLD AND MERNA, 30 FEET SOUTH OF THE CENTER LINE
 MM0056'OF HIGHWAY, ON THE NORTHWEST EDGE OF GROUP OF TREES, 1.5 FEET
 MM0056'WEST OF THE FENCE LINE RUNNING TO THE SOUTH, 1.0 FEET NORTH OF
 MM0056'THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0057 ***********************************************************************
 MM0057  DESIGNATION -  X 120 RESET
 MM0057  PID         -  MM0057
 MM0057  STATE/COUNTY-  NE/CUSTER
 MM0057  COUNTRY     -  US
 MM0057  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0057
 MM0057                         *CURRENT SURVEY CONTROL
 MM0057  ______________________________________________________________________
 MM0057* NAD 83(1986) POSITION- 41 28 48.95   (N) 100 04 07.00   (W)   HD_HELD1
 MM0057* NAVD 88 ORTHO HEIGHT -   921.76  (meters)     3024.1   (feet) RESET
 MM0057  ______________________________________________________________________
 MM0057  GEOID HEIGHT    -        -22.153 (meters)                     GEOID18
 MM0057  VERT ORDER      -  THIRD
 MM0057
 MM0057.The horizontal coordinates were determined by differentially corrected
 MM0057.hand held GPS observations or other comparable positioning techniques
 MM0057.and have an estimated accuracy of +/- 3 meters.
 MM0057
 MM0057.The orthometric height was computed from unverified reset data.
 MM0057
 MM0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0057.GEOID18 height accuracy estimate available here.
 MM0057
 MM0057.Click photographs - Photos may exist for this station.
 MM0057
 MM0057;                    North         East    Units  Estimated Accuracy
 MM0057;SPC NE       -   182,853.1     494,271.5     MT  (+/- 3 meters HH1 GPS) 
 MM0057
 MM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1078392624(NAD 83)
 MM0057
 MM0057                          SUPERSEDED SURVEY CONTROL
 MM0057
 MM0057  NGVD 29 (??/??/??)  921.50   (m)         3023.3    (f) RESET       3  
 MM0057
 MM0057.Superseded values are not recommended for survey control.
 MM0057
 MM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0057.See file dsdata.pdf to determine how the superseded data were derived.
 MM0057
 MM0057_MARKER: DB = BENCH MARK DISK
 MM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0057_STAMPING: X 120 RESET 1959
 MM0057_MARK LOGO: CGS
 MM0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0057+STABILITY: SURFACE MOTION
 MM0057
 MM0057  HISTORY     - Date     Condition        Report By
 MM0057  HISTORY     - 1959     MONUMENTED       NEDR
 MM0057  HISTORY     - 1972     GOOD             USGS
 MM0057
 MM0057                          STATION DESCRIPTION
 MM0057
 MM0057'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 MM0057'9.4 MI NE FROM ARNOLD.
 MM0057'ABOUT 9.4 MILES NORTHEAST ALONG STATE HIGHWAY NO. 92 FROM THE
 MM0057'UNION PACIFIC RAILROAD STATION AT ARNOLD, AT THE NORTHWEST EDGE
 MM0057'OF A STAND OF TREES, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MM0057'7.0 FEET EAST OF THE FENCE LEADING SOUTH, AND 1.5 FEET EAST OF A
 MM0057'CONCRETE RIGHT-OF-WAY MARKER, AND SET IN THE TOP OF A CONCRETE
 MM0057'POST.  NOTE-- TREES ARE REMOVED AND MARK IS 8.4 MI NE OF ARNOLD
 MM0057'ALONG S.H. 92 FROM OLD RR.
 MM0057
 MM0057                          STATION RECOVERY (1972)
 MM0057
 MM0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0368 ***********************************************************************
 ML0368  DESIGNATION -  X 121
 ML0368  PID         -  ML0368
 ML0368  STATE/COUNTY-  NE/SHERMAN
 ML0368  COUNTRY     -  US
 ML0368  USGS QUAD   -  RAVENNA NW (2017)
 ML0368
 ML0368                         *CURRENT SURVEY CONTROL
 ML0368  ______________________________________________________________________
 ML0368* NAD 83(1986) POSITION- 41 13 25.     (N) 098 55 44.     (W)   SCALED
 ML0368* NAVD 88 ORTHO HEIGHT -   621.232 (meters)     2038.16  (feet) ADJUSTED
 ML0368  ______________________________________________________________________
 ML0368  GEOID HEIGHT    -        -24.017 (meters)                     GEOID18
 ML0368  DYNAMIC HEIGHT  -        620.915 (meters)     2037.12  (feet) COMP
 ML0368  MODELED GRAVITY -    980,092.8   (mgal)                       NAVD 88
 ML0368
 ML0368  VERT ORDER      -  SECOND    CLASS 0
 ML0368
 ML0368.The horizontal coordinates were scaled from a map and have
 ML0368.an estimated accuracy of +/- 6 seconds.
 ML0368
 ML0368.The orthometric height was determined by differential leveling and
 ML0368.adjusted by the NATIONAL GEODETIC SURVEY
 ML0368.in June 1991.
 ML0368
 ML0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0368.GEOID18 height accuracy estimate available here.
 ML0368
 ML0368.Click photographs - Photos may exist for this station.
 ML0368
 ML0368.The dynamic height is computed by dividing the NAVD 88
 ML0368.geopotential number by the normal gravity value computed on the
 ML0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0368.degrees latitude (g = 980.6199 gals.).
 ML0368
 ML0368.The modeled gravity was interpolated from observed gravity values.
 ML0368
 ML0368;                    North         East    Units  Estimated Accuracy
 ML0368;SPC NE       -   154,910.      589,780.      MT  (+/- 180 meters Scaled)
 ML0368
 ML0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL059635(NAD 83)
 ML0368
 ML0368                          SUPERSEDED SURVEY CONTROL
 ML0368
 ML0368  NGVD 29 (??/??/92)  620.990  (m)         2037.36   (f) ADJ UNCH    2 0
 ML0368
 ML0368.Superseded values are not recommended for survey control.
 ML0368
 ML0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0368.See file dsdata.pdf to determine how the superseded data were derived.
 ML0368
 ML0368_MARKER: DB = BENCH MARK DISK
 ML0368_STAMPING: X 121 1935
 ML0368_MARK LOGO: CGS
 ML0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0368
 ML0368  HISTORY     - Date     Condition        Report By
 ML0368  HISTORY     - 1935     MONUMENTED       CGS
 ML0368
 ML0368                          STATION DESCRIPTION
 ML0368
 ML0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0368'4.2 MI SE FROM LOUP CITY.
 ML0368'ALONG THE UNION PACIFIC RAILROAD BETWEEN LOUP CITY AND ROCKVILLE,
 ML0368'10 POLES SOUTH OF MILE POST 35, 66.4 FEET NORTHEAST OF THE EAST
 ML0368'END OF RAILROAD CATTLE GATE NO. 34.77, 38 FEET EAST OF THE EAST
 ML0368'RAIL OF MAIN TRACK, AND 38.5 FEET WEST OF THE CENTERLINE OF STATE
 ML0368'HIGHWAY 58.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0581 ***********************************************************************
 LH0581  DESIGNATION -  X 122
 LH0581  PID         -  LH0581
 LH0581  STATE/COUNTY-  NE/BUFFALO
 LH0581  COUNTRY     -  US
 LH0581  USGS QUAD   -  PLEASANTON SE (2017)
 LH0581
 LH0581                         *CURRENT SURVEY CONTROL
 LH0581  ______________________________________________________________________
 LH0581* NAD 83(1986) POSITION- 40 46 44.     (N) 099 05 00.     (W)   SCALED
 LH0581* NAVD 88 ORTHO HEIGHT -   665.867 (meters)     2184.60  (feet) ADJUSTED
 LH0581  ______________________________________________________________________
 LH0581  GEOID HEIGHT    -        -24.261 (meters)                     GEOID18
 LH0581  DYNAMIC HEIGHT  -        665.496 (meters)     2183.38  (feet) COMP
 LH0581  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 LH0581
 LH0581  VERT ORDER      -  SECOND    CLASS 0
 LH0581
 LH0581.The horizontal coordinates were scaled from a map and have
 LH0581.an estimated accuracy of +/- 6 seconds.
 LH0581
 LH0581.The orthometric height was determined by differential leveling and
 LH0581.adjusted by the NATIONAL GEODETIC SURVEY
 LH0581.in June 1991.
 LH0581
 LH0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0581.GEOID18 height accuracy estimate available here.
 LH0581
 LH0581.Click photographs - Photos may exist for this station.
 LH0581
 LH0581.The dynamic height is computed by dividing the NAVD 88
 LH0581.geopotential number by the normal gravity value computed on the
 LH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0581.degrees latitude (g = 980.6199 gals.).
 LH0581
 LH0581.The modeled gravity was interpolated from observed gravity values.
 LH0581
 LH0581;                    North         East    Units  Estimated Accuracy
 LH0581;SPC NE       -   105,390.      577,360.      MT  (+/- 180 meters Scaled)
 LH0581
 LH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929142(NAD 83)
 LH0581
 LH0581                          SUPERSEDED SURVEY CONTROL
 LH0581
 LH0581  NGVD 29 (??/??/92)  665.621  (m)         2183.79   (f) ADJ UNCH    2 0
 LH0581
 LH0581.Superseded values are not recommended for survey control.
 LH0581
 LH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0581.See file dsdata.pdf to determine how the superseded data were derived.
 LH0581
 LH0581_MARKER: DB = BENCH MARK DISK
 LH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0581_STAMPING: X 122 1935
 LH0581_MARK LOGO: CGS
 LH0581_PROJECTION: FLUSH
 LH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0581+STABILITY: SURFACE MOTION
 LH0581
 LH0581  HISTORY     - Date     Condition        Report By
 LH0581  HISTORY     - 1935     MONUMENTED       CGS
 LH0581  HISTORY     - 1949     GOOD             CGS
 LH0581
 LH0581                          STATION DESCRIPTION
 LH0581
 LH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0581'5.5 MI N FROM KEARNEY.
 LH0581'5.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0581'KEARNEY, BUFFALO COUNTY, 0.1 MILE SOUTH OF A TWO-STORY FARMHOUSE
 LH0581'ON THE EAST SIDE OF THE HIGHWAY, 60 FEET EAST OF THE CENTER LINE
 LH0581'OF THE HIGHWAY, 37 FEET EAST OF THE CENTER OF THE EAST END OF
 LH0581'A PIPE CULVERT WITH CONCRETE HEADWALLS, 1.4 FEET NORTHEAST OF A
 LH0581'POST AT A THREE-WAY FENCE CORNER, 0.9 FOOT NORTH OF THE EAST-AND-WEST
 LH0581'FENCE, AND 1.6 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LH0581'STANDARD DISK, STAMPED X 122 1935 AND SET IN THE TOP OF A
 LH0581'CONCRETE POST FLUSH WITH THE GROUND.
 LH0581
 LH0581                          STATION RECOVERY (1949)
 LH0581
 LH0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0252 ***********************************************************************
 NN0252  DESIGNATION -  X 126
 NN0252  PID         -  NN0252
 NN0252  STATE/COUNTY-  NE/HOLT
 NN0252  COUNTRY     -  US
 NN0252  USGS QUAD   -  EMMET SW (2017)
 NN0252
 NN0252                         *CURRENT SURVEY CONTROL
 NN0252  ______________________________________________________________________
 NN0252* NAD 83(1986) POSITION- 42 17 29.     (N) 098 57 47.     (W)   SCALED
 NN0252* NAVD 88 ORTHO HEIGHT -   670.120 (meters)     2198.55  (feet) ADJUSTED
 NN0252  ______________________________________________________________________
 NN0252  GEOID HEIGHT    -        -23.821 (meters)                     GEOID18
 NN0252  DYNAMIC HEIGHT  -        669.833 (meters)     2197.61  (feet) COMP
 NN0252  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 NN0252
 NN0252  VERT ORDER      -  SECOND    CLASS 0
 NN0252
 NN0252.The horizontal coordinates were scaled from a map and have
 NN0252.an estimated accuracy of +/- 6 seconds.
 NN0252
 NN0252.The orthometric height was determined by differential leveling and
 NN0252.adjusted by the NATIONAL GEODETIC SURVEY
 NN0252.in June 1991.
 NN0252
 NN0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0252.GEOID18 height accuracy estimate available here.
 NN0252
 NN0252.Click photographs - Photos may exist for this station.
 NN0252
 NN0252.The dynamic height is computed by dividing the NAVD 88
 NN0252.geopotential number by the normal gravity value computed on the
 NN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0252.degrees latitude (g = 980.6199 gals.).
 NN0252
 NN0252.The modeled gravity was interpolated from observed gravity values.
 NN0252
 NN0252;                    North         East    Units  Estimated Accuracy
 NN0252;SPC NE       -   273,430.      585,500.      MT  (+/- 180 meters Scaled)
 NN0252
 NN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030821(NAD 83)
 NN0252
 NN0252                          SUPERSEDED SURVEY CONTROL
 NN0252
 NN0252  NGVD 29 (??/??/92)  669.875  (m)         2197.75   (f) ADJ UNCH    2 0
 NN0252
 NN0252.Superseded values are not recommended for survey control.
 NN0252
 NN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0252.See file dsdata.pdf to determine how the superseded data were derived.
 NN0252
 NN0252_MARKER: DB = BENCH MARK DISK
 NN0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0252_STAMPING: X 126 1935
 NN0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0252+STABILITY: SURFACE MOTION
 NN0252
 NN0252  HISTORY     - Date     Condition        Report By
 NN0252  HISTORY     - 1935     MONUMENTED       CGS
 NN0252  HISTORY     - 1964     GOOD             CGS
 NN0252
 NN0252                          STATION DESCRIPTION
 NN0252
 NN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0252'16.1 MI S FROM ATKINSON.
 NN0252'16.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0252'ATKINSON, HOLT COUNTY, AT THE JUNCTION OF THE INEZ ROAD LEADING
 NN0252'EAST, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 NN0252'SOUTH OF THE CENTER LINE OF THE ROAD, 8.5 FEET NORTH OF A FENCE,
 NN0252'AND 6 FEET SOUTH OF THE SOUTH END OF A FIELD ENTRANCE.  A
 NN0252'STANDARD DISK, STAMPED X 126 1935 AND SET IN THE TOP OF A CONCRETE
 NN0252'POST.
 NN0252
 NN0252                          STATION RECOVERY (1964)
 NN0252
 NN0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0122 ***********************************************************************
 NN0122  DESIGNATION -  X 127
 NN0122  PID         -  NN0122
 NN0122  STATE/COUNTY-  NE/HOLT
 NN0122  COUNTRY     -  US
 NN0122  USGS QUAD   -  EWING (2017)
 NN0122
 NN0122                         *CURRENT SURVEY CONTROL
 NN0122  ______________________________________________________________________
 NN0122* NAD 83(1986) POSITION- 42 16 12.     (N) 098 21 48.     (W)   SCALED
 NN0122* NAVD 88 ORTHO HEIGHT -   568.848 (meters)     1866.30  (feet) ADJUSTED
 NN0122  ______________________________________________________________________
 NN0122  GEOID HEIGHT    -        -24.571 (meters)                     GEOID18
 NN0122  DYNAMIC HEIGHT  -        568.618 (meters)     1865.54  (feet) COMP
 NN0122  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 NN0122
 NN0122  VERT ORDER      -  SECOND    CLASS 0
 NN0122
 NN0122.The horizontal coordinates were scaled from a map and have
 NN0122.an estimated accuracy of +/- 6 seconds.
 NN0122
 NN0122.The orthometric height was determined by differential leveling and
 NN0122.adjusted by the NATIONAL GEODETIC SURVEY
 NN0122.in June 1991.
 NN0122
 NN0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0122.GEOID18 height accuracy estimate available here.
 NN0122
 NN0122.Click photographs - Photos may exist for this station.
 NN0122
 NN0122.The dynamic height is computed by dividing the NAVD 88
 NN0122.geopotential number by the normal gravity value computed on the
 NN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0122.degrees latitude (g = 980.6199 gals.).
 NN0122
 NN0122.The modeled gravity was interpolated from observed gravity values.
 NN0122
 NN0122;                    North         East    Units  Estimated Accuracy
 NN0122;SPC NE       -   271,820.      634,980.      MT  (+/- 180 meters Scaled)
 NN0122
 NN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM525799(NAD 83)
 NN0122
 NN0122                          SUPERSEDED SURVEY CONTROL
 NN0122
 NN0122  NGVD 29 (??/??/92)  568.635  (m)         1865.60   (f) ADJ UNCH    2 0
 NN0122
 NN0122.Superseded values are not recommended for survey control.
 NN0122
 NN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0122.See file dsdata.pdf to determine how the superseded data were derived.
 NN0122
 NN0122_MARKER: DB = BENCH MARK DISK
 NN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0122_STAMPING: X 127 1935
 NN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0122+STABILITY: SURFACE MOTION
 NN0122
 NN0122  HISTORY     - Date     Condition        Report By
 NN0122  HISTORY     - 1935     MONUMENTED       CGS
 NN0122  HISTORY     - 1961     MARK NOT FOUND   CGS
 NN0122
 NN0122                          STATION DESCRIPTION
 NN0122
 NN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0122'1.2 MI NW FROM EWING.
 NN0122'1.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0122'FROM THE STATION AT EWING, HOLT COUNTY, AT A ROAD CROSSING, 75.4
 NN0122'FEET EAST OF THE CENTER OF THE CROSSING, 46 FEET NORTHEAST OF
 NN0122'THE NORTHEAST RAIL OF THE MAIN TRACK, AND 12 FEET SOUTHEAST OF A
 NN0122'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED X 127 1935
 NN0122'AND SET IN THE TOP OF A CONCRETE POST.
 NN0122
 NN0122                          STATION RECOVERY (1961)
 NN0122
 NN0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NN0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1340 ***********************************************************************
 NM1340  DESIGNATION -  X 128
 NM1340  PID         -  NM1340
 NM1340  STATE/COUNTY-  NE/MADISON
 NM1340  COUNTRY     -  US
 NM1340  USGS QUAD   -  PIERCE SE (2017)
 NM1340
 NM1340                         *CURRENT SURVEY CONTROL
 NM1340  ______________________________________________________________________
 NM1340* NAD 83(1986) POSITION- 42 00 35.     (N) 097 32 34.     (W)   SCALED
 NM1340* NAVD 88 ORTHO HEIGHT -   474.132 (meters)     1555.55  (feet) ADJUSTED
 NM1340  ______________________________________________________________________
 NM1340  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 NM1340  DYNAMIC HEIGHT  -        473.943 (meters)     1554.93  (feet) COMP
 NM1340  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 NM1340
 NM1340  VERT ORDER      -  SECOND    CLASS 0
 NM1340
 NM1340.The horizontal coordinates were scaled from a map and have
 NM1340.an estimated accuracy of +/- 6 seconds.
 NM1340
 NM1340.The orthometric height was determined by differential leveling and
 NM1340.adjusted by the NATIONAL GEODETIC SURVEY
 NM1340.in June 1991.
 NM1340
 NM1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1340.GEOID18 height accuracy estimate available here.
 NM1340
 NM1340.Click photographs - Photos may exist for this station.
 NM1340
 NM1340.The dynamic height is computed by dividing the NAVD 88
 NM1340.geopotential number by the normal gravity value computed on the
 NM1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1340.degrees latitude (g = 980.6199 gals.).
 NM1340
 NM1340.The modeled gravity was interpolated from observed gravity values.
 NM1340
 NM1340;                    North         East    Units  Estimated Accuracy
 NM1340;SPC NE       -   244,530.      703,460.      MT  (+/- 180 meters Scaled)
 NM1340
 NM1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM206518(NAD 83)
 NM1340
 NM1340                          SUPERSEDED SURVEY CONTROL
 NM1340
 NM1340  NGVD 29 (??/??/92)  473.954  (m)         1554.96   (f) ADJ UNCH    2 0
 NM1340
 NM1340.Superseded values are not recommended for survey control.
 NM1340
 NM1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1340.See file dsdata.pdf to determine how the superseded data were derived.
 NM1340
 NM1340_MARKER: DB = BENCH MARK DISK
 NM1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1340_STAMPING: X 128 1935
 NM1340_MARK LOGO: CGS
 NM1340_PROJECTION: PROJECTING 18 CENTIMETERS
 NM1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1340+STABILITY: SURFACE MOTION
 NM1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1340+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2021
 NM1340
 NM1340  HISTORY     - Date     Condition        Report By
 NM1340  HISTORY     - 1935     MONUMENTED       CGS
 NM1340  HISTORY     - 20210823 POOR             NDOT
 NM1340
 NM1340                          STATION DESCRIPTION
 NM1340
 NM1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1340'3 MI E FROM BATTLE CREEK.
 NM1340'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN
 NM1340'AND NORFOLK, 8 RAILS WEST OF THE WEST END OF RAILROAD BRIDGE
 NM1340'NO. 154, 64.5 FEET NORTHWEST OF THE CENTER OF RAILROAD ROAD
 NM1340'CROSSING, 52.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NM1340'7.4 FEET NORTH OF THE CORNER RIGHT OF WAY POST.
 NM1340
 NM1340                          STATION RECOVERY (2021)
 NM1340
 NM1340'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2021 (WAL)
 NM1340'SEVERELY LEANING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0308 ***********************************************************************
 LG0308  DESIGNATION -  X 13
 LG0308  PID         -  LG0308
 LG0308  STATE/COUNTY-  NE/LANCASTER
 LG0308  COUNTRY     -  US
 LG0308  USGS QUAD   -  LINCOLN (2017)
 LG0308
 LG0308                         *CURRENT SURVEY CONTROL
 LG0308  ______________________________________________________________________
 LG0308* NAD 83(1986) POSITION- 40 48 51.1    (N) 096 42 25.8    (W)   HD_HELD2
 LG0308* NAVD 88 ORTHO HEIGHT -   358.612 (meters)     1176.55  (feet) ADJUSTED
 LG0308  ______________________________________________________________________
 LG0308  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 LG0308  DYNAMIC HEIGHT  -        358.454 (meters)     1176.03  (feet) COMP
 LG0308  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 LG0308
 LG0308  VERT ORDER      -  FIRST     CLASS II
 LG0308
 LG0308.The horizontal coordinates were established by autonomous hand held GPS
 LG0308.observations and have an estimated accuracy of +/- 10 meters.
 LG0308
 LG0308.The orthometric height was determined by differential leveling and
 LG0308.adjusted by the NATIONAL GEODETIC SURVEY
 LG0308.in May 1993.
 LG0308
 LG0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0308.GEOID18 height accuracy estimate available here.
 LG0308
 LG0308.Click photographs - Photos may exist for this station.
 LG0308
 LG0308.The dynamic height is computed by dividing the NAVD 88
 LG0308.geopotential number by the normal gravity value computed on the
 LG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0308.degrees latitude (g = 980.6199 gals.).
 LG0308
 LG0308.The modeled gravity was interpolated from observed gravity values.
 LG0308
 LG0308;                    North         East    Units  Estimated Accuracy
 LG0308;SPC NE       -   114,191.      777,678.      MT  (+/- 10 meters HH2 GPS)
 LG0308
 LG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9337820660(NAD 83)
 LG0308
 LG0308                          SUPERSEDED SURVEY CONTROL
 LG0308
 LG0308  NAVD 88 (06/15/91)  358.601  (m)         1176.51   (f) SUPERSEDED  1 2
 LG0308  NGVD 29 (??/??/92)  358.504  (m)         1176.19   (f) ADJ UNCH    1 2
 LG0308
 LG0308.Superseded values are not recommended for survey control.
 LG0308
 LG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0308.See file dsdata.pdf to determine how the superseded data were derived.
 LG0308
 LG0308_MARKER: DB = BENCH MARK DISK
 LG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0308_STAMPING: X 13 1933 1175.693
 LG0308_MARK LOGO: CGS
 LG0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0308+STABILITY: SURFACE MOTION
 LG0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0308+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2014
 LG0308
 LG0308  HISTORY     - Date     Condition        Report By
 LG0308  HISTORY     - 1933     MONUMENTED       CGS
 LG0308  HISTORY     - 1940     GOOD             CGS
 LG0308  HISTORY     - 1990     GOOD             USPSQD
 LG0308  HISTORY     - 19911022 GOOD             NGS
 LG0308  HISTORY     - 20030809 GOOD             USPSQD
 LG0308  HISTORY     - 20140515 GOOD             GEODES
 LG0308
 LG0308                          STATION DESCRIPTION
 LG0308
 LG0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0308'AT LINCOLN.
 LG0308'AT LINCOLN, LANCASTER COUNTY, AT THE POST OFFICE, AT THE
 LG0308'EAST MAIN ENTRANCE, 8 FEET SOUTH OF THE SOUTH END OF THE STEPS,
 LG0308'AND 1 FOOT WEST OF THE WEST WALK ALONG TENTH STREET.  A STANDARD
 LG0308'DISK, STAMPED 1175.693 X 13 1933 AND SET IN THE TOP OF A CONCRETE
 LG0308'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0308
 LG0308                          STATION RECOVERY (1990)
 LG0308
 LG0308'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0308'RECOVERED IN GOOD CONDITION.
 LG0308
 LG0308                          STATION RECOVERY (1991)
 LG0308
 LG0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0308'IN LINCOLN, AT 129 NORTH 10TH STREET, 12.2 M (40.0 FT) NORTHEAST OF
 LG0308'THE SOUTHEAST CORNER OF THE OLD FEDERAL BUILDING AT 129 NORTH 10TH
 LG0308'STREET, 6.5 M (21.3 FT) WEST OF THE WEST CURB OF THE STREET, 5.6 M
 LG0308'(18.4 FT) NORTH OF A FLAG POLE, 2.0 M (6.6 FT) SOUTH OF THE BOTTOM
 LG0308'STEP AT THE EAST ENTRANCE TO THE BUILDING, 0.4 M (1.3 FT) WEST OF THE
 LG0308'WEST EDGE OF A SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LG0308'SIDEWALK, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0308'SURFACE.
 LG0308
 LG0308                          STATION RECOVERY (2003)
 LG0308
 LG0308'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0308'RECOVERED IN GOOD CONDITION.
 LG0308
 LG0308                          STATION RECOVERY (2014)
 LG0308
 LG0308'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2014 (GMB)
 LG0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0884 ***********************************************************************
 MK0884  DESIGNATION -  X 130
 MK0884  PID         -  MK0884
 MK0884  STATE/COUNTY-  NE/DODGE
 MK0884  COUNTRY     -  US
 MK0884  USGS QUAD   -  FREMONT WEST (2017)
 MK0884
 MK0884                         *CURRENT SURVEY CONTROL
 MK0884  ______________________________________________________________________
 MK0884* NAD 83(1986) POSITION- 41 27 00.     (N) 096 35 54.     (W)   SCALED
 MK0884* NAVD 88 ORTHO HEIGHT -   373.241 (meters)     1224.54  (feet) ADJUSTED
 MK0884  ______________________________________________________________________
 MK0884  GEOID HEIGHT    -        -26.737 (meters)                     GEOID18
 MK0884  DYNAMIC HEIGHT  -        373.075 (meters)     1224.00  (feet) COMP
 MK0884  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 MK0884
 MK0884  VERT ORDER      -  SECOND    CLASS 0
 MK0884
 MK0884.The horizontal coordinates were scaled from a map and have
 MK0884.an estimated accuracy of +/- 6 seconds.
 MK0884
 MK0884.The orthometric height was determined by differential leveling and
 MK0884.adjusted by the NATIONAL GEODETIC SURVEY
 MK0884.in June 1991.
 MK0884
 MK0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0884.GEOID18 height accuracy estimate available here.
 MK0884
 MK0884.Click photographs - Photos may exist for this station.
 MK0884
 MK0884.The dynamic height is computed by dividing the NAVD 88
 MK0884.geopotential number by the normal gravity value computed on the
 MK0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0884.degrees latitude (g = 980.6199 gals.).
 MK0884
 MK0884.The modeled gravity was interpolated from observed gravity values.
 MK0884
 MK0884;                    North         East    Units  Estimated Accuracy
 MK0884;SPC NE       -   185,080.      784,070.      MT  (+/- 180 meters Scaled)
 MK0884
 MK0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL006914(NAD 83)
 MK0884
 MK0884                          SUPERSEDED SURVEY CONTROL
 MK0884
 MK0884  NGVD 29 (??/??/92)  373.092  (m)         1224.05   (f) ADJ UNCH    2 0
 MK0884
 MK0884.Superseded values are not recommended for survey control.
 MK0884
 MK0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0884.See file dsdata.pdf to determine how the superseded data were derived.
 MK0884
 MK0884_MARKER: DB = BENCH MARK DISK
 MK0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0884_STAMPING: X 130 1935
 MK0884_MARK LOGO: CGS
 MK0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0884+STABILITY: SURFACE MOTION
 MK0884
 MK0884  HISTORY     - Date     Condition        Report By
 MK0884  HISTORY     - 1935     MONUMENTED       CGS
 MK0884  HISTORY     - 1950     GOOD             CGS
 MK0884
 MK0884                          STATION DESCRIPTION
 MK0884
 MK0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0884'1.5 MI E FROM AMES.
 MK0884'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0884'CO-OP ELEVATOR AT AMES, 11 RAILS WEST OF A SIGNAL TOWER WHICH IS
 MK0884'AT THE CROSSING OF THE UNION PACIFIC RAILROAD AND THE CHICAGO
 MK0884'AND NORTH WESTERN RAILROAD, 4 1/2 POLES EAST OF MILEPOST 45, 72.5
 MK0884'FEET NORTHWEST OF A SIGNAL STAND, 46.4 FEET NORTH OF THE NORTH
 MK0884'RAIL OF THE NORTH TRACK, 2 FEET SOUTH OF A FENCE, 1 FOOT BELOW
 MK0884'THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST
 MK0884'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0108 ***********************************************************************
 MK0108  DESIGNATION -  X 131
 MK0108  PID         -  MK0108
 MK0108  STATE/COUNTY-  NE/DODGE
 MK0108  COUNTRY     -  US
 MK0108  USGS QUAD   -  NICKERSON (2017)
 MK0108
 MK0108                         *CURRENT SURVEY CONTROL
 MK0108  ______________________________________________________________________
 MK0108* NAD 83(1986) POSITION- 41 34 54.     (N) 096 28 57.     (W)   SCALED
 MK0108* NAVD 88 ORTHO HEIGHT -   367.831 (meters)     1206.79  (feet) ADJUSTED
 MK0108  ______________________________________________________________________
 MK0108  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 MK0108  DYNAMIC HEIGHT  -        367.684 (meters)     1206.31  (feet) COMP
 MK0108  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 MK0108
 MK0108  VERT ORDER      -  SECOND    CLASS 0
 MK0108
 MK0108.The horizontal coordinates were scaled from a map and have
 MK0108.an estimated accuracy of +/- 6 seconds.
 MK0108
 MK0108.The orthometric height was determined by differential leveling and
 MK0108.adjusted by the NATIONAL GEODETIC SURVEY
 MK0108.in June 1991.
 MK0108
 MK0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0108.GEOID18 height accuracy estimate available here.
 MK0108
 MK0108.Click photographs - Photos may exist for this station.
 MK0108
 MK0108.The dynamic height is computed by dividing the NAVD 88
 MK0108.geopotential number by the normal gravity value computed on the
 MK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0108.degrees latitude (g = 980.6199 gals.).
 MK0108
 MK0108.The modeled gravity was interpolated from observed gravity values.
 MK0108
 MK0108;                    North         East    Units  Estimated Accuracy
 MK0108;SPC NE       -   200,070.      793,150.      MT  (+/- 180 meters Scaled)
 MK0108
 MK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098063(NAD 83)
 MK0108
 MK0108                          SUPERSEDED SURVEY CONTROL
 MK0108
 MK0108  NGVD 29 (??/??/92)  367.698  (m)         1206.36   (f) ADJ UNCH    2 0
 MK0108
 MK0108.Superseded values are not recommended for survey control.
 MK0108
 MK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0108.See file dsdata.pdf to determine how the superseded data were derived.
 MK0108
 MK0108_MARKER: DB = BENCH MARK DISK
 MK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0108_STAMPING: X 131 1934
 MK0108_MARK LOGO: CGS
 MK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0108+STABILITY: SURFACE MOTION
 MK0108
 MK0108  HISTORY     - Date     Condition        Report By
 MK0108  HISTORY     - 1934     MONUMENTED       CGS
 MK0108  HISTORY     - 1938     GOOD             CGS
 MK0108  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0108
 MK0108                          STATION DESCRIPTION
 MK0108
 MK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 MK0108'2.3 MI S FROM WINSLOW.
 MK0108'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0108'FROM THE STATION AT WINSLOW, DODGE COUNTY, AT A ROAD CROSSING,
 MK0108'57 FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET EAST OF THE
 MK0108'EAST RAIL, 9.5 FEET WEST OF A FENCE, AND 2 FEET LOWER THAN THE
 MK0108'TRACK.  A STANDARD DISK, STAMPED X 131 1934 AND SET IN THE TOP OF
 MK0108'A CONCRETE POST.  NOTE-- A NEW DRAINAGE DITCH HAS BEEN ADDED AT
 MK0108'DESIGNATED LOCATION OF MONUMENT, WITH A 3 FT. SPOIL DEPOSIT COVERING
 MK0108'BENCH MARK.
 MK0108
 MK0108                          STATION RECOVERY (1965)
 MK0108
 MK0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1097 ***********************************************************************
 MK1097  DESIGNATION -  X 132
 MK1097  PID         -  MK1097
 MK1097  STATE/COUNTY-  NE/DODGE
 MK1097  COUNTRY     -  US
 MK1097  USGS QUAD   -  SNYDER (2017)
 MK1097
 MK1097                         *CURRENT SURVEY CONTROL
 MK1097  ______________________________________________________________________
 MK1097* NAD 83(1986) POSITION- 41 42 13.     (N) 096 49 44.     (W)   SCALED
 MK1097* NAVD 88 ORTHO HEIGHT -   410.547 (meters)     1346.94  (feet) ADJUSTED
 MK1097  ______________________________________________________________________
 MK1097  GEOID HEIGHT    -        -25.498 (meters)                     GEOID18
 MK1097  DYNAMIC HEIGHT  -        410.386 (meters)     1346.41  (feet) COMP
 MK1097  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 MK1097
 MK1097  VERT ORDER      -  SECOND    CLASS 0
 MK1097
 MK1097.The horizontal coordinates were scaled from a map and have
 MK1097.an estimated accuracy of +/- 6 seconds.
 MK1097
 MK1097.The orthometric height was determined by differential leveling and
 MK1097.adjusted by the NATIONAL GEODETIC SURVEY
 MK1097.in June 1991.
 MK1097
 MK1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1097.GEOID18 height accuracy estimate available here.
 MK1097
 MK1097.Click photographs - Photos may exist for this station.
 MK1097
 MK1097.The dynamic height is computed by dividing the NAVD 88
 MK1097.geopotential number by the normal gravity value computed on the
 MK1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1097.degrees latitude (g = 980.6199 gals.).
 MK1097
 MK1097.The modeled gravity was interpolated from observed gravity values.
 MK1097
 MK1097;                    North         East    Units  Estimated Accuracy
 MK1097;SPC NE       -   212,490.      763,800.      MT  (+/- 180 meters Scaled)
 MK1097
 MK1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM806191(NAD 83)
 MK1097
 MK1097                          SUPERSEDED SURVEY CONTROL
 MK1097
 MK1097  NGVD 29 (??/??/92)  410.389  (m)         1346.42   (f) ADJ UNCH    2 0
 MK1097
 MK1097.Superseded values are not recommended for survey control.
 MK1097
 MK1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1097.See file dsdata.pdf to determine how the superseded data were derived.
 MK1097
 MK1097_MARKER: DB = BENCH MARK DISK
 MK1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1097_STAMPING: X 132 1935
 MK1097_MARK LOGO: CGS
 MK1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1097+STABILITY: SURFACE MOTION
 MK1097
 MK1097  HISTORY     - Date     Condition        Report By
 MK1097  HISTORY     - 1935     MONUMENTED       CGS
 MK1097
 MK1097                          STATION DESCRIPTION
 MK1097
 MK1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1097'2.1 MI W FROM SNYDER.
 MK1097'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1097'AND HUMPHREY, 44.4 FEET EAST OF THE CENTER LINE OF ROAD, 39 FEET
 MK1097'NORTH OF THE NORTH RAIL, IN FENCE CORNER FORMED BY THE RAIL
 MK1097'ROAD AND HIGHWAY RIGHT OF WAY FENCES, 11.7 FEET SOUTH OF THE
 MK1097'RAILROAD RIGHT OF WAY FENCE, LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1523 ***********************************************************************
 MK1523  DESIGNATION -  X 135
 MK1523  PID         -  MK1523
 MK1523  STATE/COUNTY-  NE/POLK
 MK1523  COUNTRY     -  US
 MK1523  USGS QUAD   -  STROMSBURG (2017)
 MK1523
 MK1523                         *CURRENT SURVEY CONTROL
 MK1523  ______________________________________________________________________
 MK1523* NAD 83(1986) POSITION- 41 06 17.     (N) 097 36 54.     (W)   SCALED
 MK1523* NAVD 88 ORTHO HEIGHT -   509.625 (meters)     1671.99  (feet) ADJUSTED
 MK1523  ______________________________________________________________________
 MK1523  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 MK1523  DYNAMIC HEIGHT  -        509.373 (meters)     1671.17  (feet) COMP
 MK1523  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 MK1523
 MK1523  VERT ORDER      -  SECOND    CLASS 0
 MK1523
 MK1523.The horizontal coordinates were scaled from a map and have
 MK1523.an estimated accuracy of +/- 6 seconds.
 MK1523
 MK1523.The orthometric height was determined by differential leveling and
 MK1523.adjusted by the NATIONAL GEODETIC SURVEY
 MK1523.in June 1991.
 MK1523
 MK1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1523.GEOID18 height accuracy estimate available here.
 MK1523
 MK1523.Click photographs - Photos may exist for this station.
 MK1523
 MK1523.The dynamic height is computed by dividing the NAVD 88
 MK1523.geopotential number by the normal gravity value computed on the
 MK1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1523.degrees latitude (g = 980.6199 gals.).
 MK1523
 MK1523.The modeled gravity was interpolated from observed gravity values.
 MK1523
 MK1523;                    North         East    Units  Estimated Accuracy
 MK1523;SPC NE       -   143,920.      700,260.      MT  (+/- 180 meters Scaled)
 MK1523
 MK1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL162513(NAD 83)
 MK1523
 MK1523                          SUPERSEDED SURVEY CONTROL
 MK1523
 MK1523  NGVD 29 (??/??/92)  509.422  (m)         1671.33   (f) ADJ UNCH    2 0
 MK1523
 MK1523.Superseded values are not recommended for survey control.
 MK1523
 MK1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1523.See file dsdata.pdf to determine how the superseded data were derived.
 MK1523
 MK1523_MARKER: DB = BENCH MARK DISK
 MK1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1523_STAMPING: X 135 1935
 MK1523_MARK LOGO: CGS
 MK1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1523+STABILITY: SURFACE MOTION
 MK1523
 MK1523  HISTORY     - Date     Condition        Report By
 MK1523  HISTORY     - 1935     MONUMENTED       CGS
 MK1523  HISTORY     - 1964     MARK NOT FOUND   USGS
 MK1523
 MK1523                          STATION DESCRIPTION
 MK1523
 MK1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1523'1 MI W FROM STROMSBURG.
 MK1523'1.0 MILES WEST OF THE UNION PACIFIC DEPOT.  ALONG THE UNION
 MK1523'PACIFIC RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, ABOUT 235
 MK1523'FEET WEST OF THE CENTER LINE OF CROSS ROAD, 66.0 FEET NORTH
 MK1523'OF THE NORTH RAIL, OF THE MAIN TRACK, 4.5 FEET EAST OF MILE
 MK1523'POST NO. 54, 4.0 FEET SOUTH OF FENCE.
 MK1523
 MK1523                          STATION RECOVERY (1964)
 MK1523
 MK1523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0136 ***********************************************************************
 ML0136  DESIGNATION -  X 136
 ML0136  PID         -  ML0136
 ML0136  STATE/COUNTY-  NE/MERRICK
 ML0136  COUNTRY     -  US
 ML0136  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0136
 ML0136                         *CURRENT SURVEY CONTROL
 ML0136  ______________________________________________________________________
 ML0136* NAD 83(1986) POSITION- 41 05 45.     (N) 098 02 10.     (W)   SCALED
 ML0136* NAVD 88 ORTHO HEIGHT -   523.155 (meters)     1716.38  (feet) ADJUSTED
 ML0136  ______________________________________________________________________
 ML0136  GEOID HEIGHT    -        -25.273 (meters)                     GEOID18
 ML0136  DYNAMIC HEIGHT  -        522.894 (meters)     1715.53  (feet) COMP
 ML0136  MODELED GRAVITY -    980,108.0   (mgal)                       NAVD 88
 ML0136
 ML0136  VERT ORDER      -  FIRST     CLASS II
 ML0136
 ML0136.The horizontal coordinates were scaled from a map and have
 ML0136.an estimated accuracy of +/- 6 seconds.
 ML0136
 ML0136.The orthometric height was determined by differential leveling and
 ML0136.adjusted by the NATIONAL GEODETIC SURVEY
 ML0136.in June 1991.
 ML0136
 ML0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0136.GEOID18 height accuracy estimate available here.
 ML0136
 ML0136.Click photographs - Photos may exist for this station.
 ML0136
 ML0136.The dynamic height is computed by dividing the NAVD 88
 ML0136.geopotential number by the normal gravity value computed on the
 ML0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0136.degrees latitude (g = 980.6199 gals.).
 ML0136
 ML0136.The modeled gravity was interpolated from observed gravity values.
 ML0136
 ML0136;                    North         East    Units  Estimated Accuracy
 ML0136;SPC NE       -   142,040.      664,930.      MT  (+/- 180 meters Scaled)
 ML0136
 ML0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL809498(NAD 83)
 ML0136
 ML0136                          SUPERSEDED SURVEY CONTROL
 ML0136
 ML0136  NGVD 29 (??/??/92)  522.933  (m)         1715.66   (f) ADJ UNCH    1 2
 ML0136
 ML0136.Superseded values are not recommended for survey control.
 ML0136
 ML0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0136.See file dsdata.pdf to determine how the superseded data were derived.
 ML0136
 ML0136_MARKER: DB = BENCH MARK DISK
 ML0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0136_STAMPING: X 136 1935
 ML0136_MARK LOGO: CGS
 ML0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0136+STABILITY: SURFACE MOTION
 ML0136
 ML0136  HISTORY     - Date     Condition        Report By
 ML0136  HISTORY     - 1935     MONUMENTED       CGS
 ML0136  HISTORY     - 1940     GOOD             CGS
 ML0136
 ML0136                          STATION DESCRIPTION
 ML0136
 ML0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 ML0136'2.1 MI SW FROM CENTRAL CITY.
 ML0136'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 ML0136'54 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 43 FEET
 ML0136'SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 7.7 FEET SOUTHWEST
 ML0136'OF MILEPOST NO. 127, 7.6 FEET NORTH OF RIGHT-OF-WAY FENCE,
 ML0136'3.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING
 ML0136'1.8 FEET.  MONUMENT PROJECTS 0.3 FOOT.  THIS DESCRIPTION
 ML0136'SUPERSEDES ALL OTHERS.  STD. DISH BM IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0131 ***********************************************************************
 ML0131  DESIGNATION -  X 138
 ML0131  PID         -  ML0131
 ML0131  STATE/COUNTY-  NE/MERRICK
 ML0131  COUNTRY     -  US
 ML0131  USGS QUAD   -  CHAPMAN (2017)
 ML0131
 ML0131                         *CURRENT SURVEY CONTROL
 ML0131  ______________________________________________________________________
 ML0131* NAD 83(1986) POSITION- 41 01 24.     (N) 098 09 26.     (W)   SCALED
 ML0131* NAVD 88 ORTHO HEIGHT -   538.054 (meters)     1765.27  (feet) ADJUSTED
 ML0131  ______________________________________________________________________
 ML0131  GEOID HEIGHT    -        -25.248 (meters)                     GEOID18
 ML0131  DYNAMIC HEIGHT  -        537.777 (meters)     1764.36  (feet) COMP
 ML0131  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 ML0131
 ML0131  VERT ORDER      -  SECOND    CLASS 0
 ML0131
 ML0131.The horizontal coordinates were scaled from a map and have
 ML0131.an estimated accuracy of +/- 6 seconds.
 ML0131
 ML0131.The orthometric height was determined by differential leveling and
 ML0131.adjusted by the NATIONAL GEODETIC SURVEY
 ML0131.in June 1991.
 ML0131
 ML0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0131.GEOID18 height accuracy estimate available here.
 ML0131
 ML0131.Click photographs - Photos may exist for this station.
 ML0131
 ML0131.The dynamic height is computed by dividing the NAVD 88
 ML0131.geopotential number by the normal gravity value computed on the
 ML0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0131.degrees latitude (g = 980.6199 gals.).
 ML0131
 ML0131.The modeled gravity was interpolated from observed gravity values.
 ML0131
 ML0131;                    North         East    Units  Estimated Accuracy
 ML0131;SPC NE       -   133,770.      654,930.      MT  (+/- 180 meters Scaled)
 ML0131
 ML0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL708416(NAD 83)
 ML0131
 ML0131                          SUPERSEDED SURVEY CONTROL
 ML0131
 ML0131  NGVD 29 (??/??/92)  537.820  (m)         1764.50   (f) ADJ UNCH    2 0
 ML0131
 ML0131.Superseded values are not recommended for survey control.
 ML0131
 ML0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0131.See file dsdata.pdf to determine how the superseded data were derived.
 ML0131
 ML0131_MARKER: DB = BENCH MARK DISK
 ML0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0131_STAMPING: X 138 1935
 ML0131_MARK LOGO: CGS
 ML0131_PROJECTION: FLUSH
 ML0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0131+STABILITY: SURFACE MOTION
 ML0131
 ML0131  HISTORY     - Date     Condition        Report By
 ML0131  HISTORY     - 1935     MONUMENTED       CGS
 ML0131  HISTORY     - 1950     GOOD             CGS
 ML0131
 ML0131                          STATION DESCRIPTION
 ML0131
 ML0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0131'AT CHAPMAN.
 ML0131'AT CHAPMAN, 105.6 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ML0131'UNION PACIFIC RAILROAD STATION, 55.6 FEET SOUTHWEST OF A TELEPHONE
 ML0131'POLE, 34.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 ML0131'TRACK, 50 FEET NORTH OF A STEEL LIGHT POLE, 0.7 FOOT SOUTHEAST
 ML0131'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0131'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0582 ***********************************************************************
 NM0582  DESIGNATION -  X 139
 NM0582  PID         -  NM0582
 NM0582  STATE/COUNTY-  NE/CUMING
 NM0582  COUNTRY     -  US
 NM0582  USGS QUAD   -  PENDER (2017)
 NM0582
 NM0582                         *CURRENT SURVEY CONTROL
 NM0582  ______________________________________________________________________
 NM0582* NAD 83(1986) POSITION- 42 03 19.     (N) 096 37 57.     (W)   SCALED
 NM0582* NAVD 88 ORTHO HEIGHT -   399.008 (meters)     1309.08  (feet) ADJUSTED
 NM0582  ______________________________________________________________________
 NM0582  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 NM0582  DYNAMIC HEIGHT  -        398.863 (meters)     1308.60  (feet) COMP
 NM0582  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 NM0582
 NM0582  VERT ORDER      -  SECOND    CLASS 0
 NM0582
 NM0582.The horizontal coordinates were scaled from a map and have
 NM0582.an estimated accuracy of +/- 6 seconds.
 NM0582
 NM0582.The orthometric height was determined by differential leveling and
 NM0582.adjusted by the NATIONAL GEODETIC SURVEY
 NM0582.in June 1991.
 NM0582
 NM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0582.GEOID18 height accuracy estimate available here.
 NM0582
 NM0582.Click photographs - Photos may exist for this station.
 NM0582
 NM0582.The dynamic height is computed by dividing the NAVD 88
 NM0582.geopotential number by the normal gravity value computed on the
 NM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0582.degrees latitude (g = 980.6199 gals.).
 NM0582
 NM0582.The modeled gravity was interpolated from observed gravity values.
 NM0582
 NM0582;                    North         East    Units  Estimated Accuracy
 NM0582;SPC NE       -   252,120.      778,610.      MT  (+/- 180 meters Scaled)
 NM0582
 NM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM959586(NAD 83)
 NM0582
 NM0582                          SUPERSEDED SURVEY CONTROL
 NM0582
 NM0582  NGVD 29 (??/??/92)  398.862  (m)         1308.60   (f) ADJ UNCH    2 0
 NM0582
 NM0582.Superseded values are not recommended for survey control.
 NM0582
 NM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0582.See file dsdata.pdf to determine how the superseded data were derived.
 NM0582
 NM0582_MARKER: DB = BENCH MARK DISK
 NM0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0582_STAMPING: X 139 1935
 NM0582_MARK LOGO: CGS
 NM0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0582+STABILITY: SURFACE MOTION
 NM0582
 NM0582  HISTORY     - Date     Condition        Report By
 NM0582  HISTORY     - 1935     MONUMENTED       CGS
 NM0582  HISTORY     - 1947     MARK NOT FOUND   CGS
 NM0582  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0582
 NM0582                          STATION DESCRIPTION
 NM0582
 NM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0582'4.2 MI NW FROM BANCROFT.
 NM0582'4.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0582'AND OMAHA RAILWAY FROM THE STATION AT BANCROFT, CUMING COUNTY, AT
 NM0582'THE CROSSING OF A DIRT ROAD, 83.5 FEET EAST OF THE CENTER OF
 NM0582'THE CROSSING, 43 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NM0582'TRACK, AND 32.5 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 NM0582'A STANDARD DISK, STAMPED X 139 1935 AND SET IN THE TOP OF A
 NM0582'CONCRETE POST.
 NM0582
 NM0582                          STATION RECOVERY (1965)
 NM0582
 NM0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0650 ***********************************************************************
 LG0650  DESIGNATION -  X 14
 LG0650  PID         -  LG0650
 LG0650  STATE/COUNTY-  NE/FILLMORE
 LG0650  COUNTRY     -  US
 LG0650  USGS QUAD   -  BIXBY (2017)
 LG0650
 LG0650                         *CURRENT SURVEY CONTROL
 LG0650  ______________________________________________________________________
 LG0650* NAD 83(1986) POSITION- 40 37 30.26   (N) 097 47 02.39   (W)   HD_HELD1
 LG0650* NAVD 88 ORTHO HEIGHT -   517.240 (meters)     1696.98  (feet) ADJUSTED
 LG0650  ______________________________________________________________________
 LG0650  GEOID HEIGHT    -        -26.222 (meters)                     GEOID18
 LG0650  DYNAMIC HEIGHT  -        516.957 (meters)     1696.05  (feet) COMP
 LG0650  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LG0650
 LG0650  VERT ORDER      -  FIRST     CLASS II
 LG0650
 LG0650.The horizontal coordinates were determined by differentially corrected
 LG0650.hand held GPS observations or other comparable positioning techniques
 LG0650.and have an estimated accuracy of +/- 3 meters.
 LG0650
 LG0650.The orthometric height was determined by differential leveling and
 LG0650.adjusted by the NATIONAL GEODETIC SURVEY
 LG0650.in May 1993.
 LG0650
 LG0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0650.GEOID18 height accuracy estimate available here.
 LG0650
 LG0650.Click photographs - Photos may exist for this station.
 LG0650
 LG0650.The dynamic height is computed by dividing the NAVD 88
 LG0650.geopotential number by the normal gravity value computed on the
 LG0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0650.degrees latitude (g = 980.6199 gals.).
 LG0650
 LG0650.The modeled gravity was interpolated from observed gravity values.
 LG0650
 LG0650;                    North         East    Units  Estimated Accuracy
 LG0650;SPC NE       -    90,308.4     687,433.7     MT  (+/- 3 meters HH1 GPS) 
 LG0650
 LG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0284697848(NAD 83)
 LG0650
 LG0650                          SUPERSEDED SURVEY CONTROL
 LG0650
 LG0650  NAVD 88 (06/15/91)  517.217  (m)         1696.90   (f) SUPERSEDED  1 2
 LG0650  NGVD 29 (??/??/92)  517.024  (m)         1696.27   (f) ADJ UNCH    1 2
 LG0650
 LG0650.Superseded values are not recommended for survey control.
 LG0650
 LG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0650.See file dsdata.pdf to determine how the superseded data were derived.
 LG0650
 LG0650_MARKER: DB = BENCH MARK DISK
 LG0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0650_STAMPING: X 14 1933 1696.240
 LG0650_MARK LOGO: CGS
 LG0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0650+STABILITY: SURFACE MOTION
 LG0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0650+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0650
 LG0650  HISTORY     - Date     Condition        Report By
 LG0650  HISTORY     - 1933     MONUMENTED       CGS
 LG0650  HISTORY     - 1934     GOOD             CGS
 LG0650  HISTORY     - 1941     GOOD             CGS
 LG0650  HISTORY     - 19911007 GOOD             NGS
 LG0650
 LG0650                          STATION DESCRIPTION
 LG0650
 LG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0650'3.8 MI W FROM GRAFTON.
 LG0650'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0650'FROM THE STATION AT GRAFTON, FILLMORE COUNTY, 0.4 MILE WEST OF
 LG0650'MILEPOST 123, 48 FEET NORTH OF A ROAD PARALLELING THE TRACK,
 LG0650'AT A ROAD CROSSING, 42 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LG0650'39 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTH
 LG0650'OF A POLE.  A STANDARD DISK, STAMPED 1696.240 X 14 1933 AND
 LG0650'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LG0650'GROUND.
 LG0650
 LG0650                          STATION RECOVERY (1941)
 LG0650
 LG0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0650'RECOVERED IN GOOD CONDITION.
 LG0650
 LG0650                          STATION RECOVERY (1991)
 LG0650
 LG0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0650'16.1 KM (10.00 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0650'OF U.S. HIGHWAY 81 IN FAIRMONT, 30.7 M (100.7 FT) NORTH OF THE
 LG0650'HIGHWAY CENTERLINE, 11.2 M (36.7 FT) SOUTH OF THE NEAR RAIL OF THE
 LG0650'BURLINGTON NORTHERN RAILROAD, 12.3 M (40.4 FT) EAST OF THE CENTER OF
 LG0650'A PAVED ROAD, 1.8 M (5.9 FT) NORTHWEST OF A UTILITY POLE, 0.6 M (2.0
 LG0650'FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS
 LG0650'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0650'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1087 ***********************************************************************
 MK1087  DESIGNATION -  X 140
 MK1087  PID         -  MK1087
 MK1087  STATE/COUNTY-  NE/CUMING
 MK1087  COUNTRY     -  US
 MK1087  USGS QUAD   -  WISNER (2017)
 MK1087
 MK1087                         *CURRENT SURVEY CONTROL
 MK1087  ______________________________________________________________________
 MK1087* NAD 83(1986) POSITION- 41 58 39.     (N) 096 54 02.     (W)   SCALED
 MK1087* NAVD 88 ORTHO HEIGHT -   416.546 (meters)     1366.62  (feet) ADJUSTED
 MK1087  ______________________________________________________________________
 MK1087  GEOID HEIGHT    -        -25.114 (meters)                     GEOID18
 MK1087  DYNAMIC HEIGHT  -        416.390 (meters)     1366.11  (feet) COMP
 MK1087  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 MK1087
 MK1087  VERT ORDER      -  SECOND    CLASS 0
 MK1087
 MK1087.The horizontal coordinates were scaled from a map and have
 MK1087.an estimated accuracy of +/- 6 seconds.
 MK1087
 MK1087.The orthometric height was determined by differential leveling and
 MK1087.adjusted by the NATIONAL GEODETIC SURVEY
 MK1087.in June 1991.
 MK1087
 MK1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1087.GEOID18 height accuracy estimate available here.
 MK1087
 MK1087.Click photographs - Photos may exist for this station.
 MK1087
 MK1087.The dynamic height is computed by dividing the NAVD 88
 MK1087.geopotential number by the normal gravity value computed on the
 MK1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1087.degrees latitude (g = 980.6199 gals.).
 MK1087
 MK1087.The modeled gravity was interpolated from observed gravity values.
 MK1087
 MK1087;                    North         East    Units  Estimated Accuracy
 MK1087;SPC NE       -   242,660.      756,750.      MT  (+/- 180 meters Scaled)
 MK1087
 MK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM739494(NAD 83)
 MK1087
 MK1087                          SUPERSEDED SURVEY CONTROL
 MK1087
 MK1087  NGVD 29 (??/??/92)  416.387  (m)         1366.10   (f) ADJ UNCH    2 0
 MK1087
 MK1087.Superseded values are not recommended for survey control.
 MK1087
 MK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1087.See file dsdata.pdf to determine how the superseded data were derived.
 MK1087
 MK1087_MARKER: DB = BENCH MARK DISK
 MK1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1087_STAMPING: X 140 1935
 MK1087_MARK LOGO: CGS
 MK1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1087+STABILITY: SURFACE MOTION
 MK1087
 MK1087  HISTORY     - Date     Condition        Report By
 MK1087  HISTORY     - 1935     MONUMENTED       CGS
 MK1087  HISTORY     - 1962     MARK NOT FOUND   CGS
 MK1087
 MK1087                          STATION DESCRIPTION
 MK1087
 MK1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1087'1 MI SE FROM WISNER.
 MK1087'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1087'AND PILGER, 189.5 FEET NORTH OF MILE POST NO. 51, 64.5 FEET
 MK1087'NORTHEAST OF THE NORTHEAST RAIL, 37.0 FEET SOUTHWEST OF THE
 MK1087'CENTER LINE OF STATE HIGHWAY NO. 8.
 MK1087
 MK1087                          STATION RECOVERY (1962)
 MK1087
 MK1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MK1087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0539 ***********************************************************************
 LH0539  DESIGNATION -  X 15
 LH0539  PID         -  LH0539
 LH0539  STATE/COUNTY-  NE/BUFFALO
 LH0539  COUNTRY     -  US
 LH0539  USGS QUAD   -  MILLER SW (2017)
 LH0539
 LH0539                         *CURRENT SURVEY CONTROL
 LH0539  ______________________________________________________________________
 LH0539* NAD 83(1986) POSITION- 40 45 33.96   (N) 099 23 37.85   (W)   HD_HELD1
 LH0539* NAVD 88 ORTHO HEIGHT -   705.697 (meters)     2315.27  (feet) ADJUSTED
 LH0539  ______________________________________________________________________
 LH0539  GEOID HEIGHT    -        -24.205 (meters)                     GEOID18
 LH0539  DYNAMIC HEIGHT  -        705.285 (meters)     2313.92  (feet) COMP
 LH0539  MODELED GRAVITY -    980,017.8   (mgal)                       NAVD 88
 LH0539
 LH0539  VERT ORDER      -  FIRST     CLASS II
 LH0539
 LH0539.The horizontal coordinates were determined by differentially corrected
 LH0539.hand held GPS observations or other comparable positioning techniques
 LH0539.and have an estimated accuracy of +/- 3 meters.
 LH0539
 LH0539.The orthometric height was determined by differential leveling and
 LH0539.adjusted by the NATIONAL GEODETIC SURVEY
 LH0539.in June 1991.
 LH0539
 LH0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0539.GEOID18 height accuracy estimate available here.
 LH0539
 LH0539.Click photographs - Photos may exist for this station.
 LH0539
 LH0539.The dynamic height is computed by dividing the NAVD 88
 LH0539.geopotential number by the normal gravity value computed on the
 LH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0539.degrees latitude (g = 980.6199 gals.).
 LH0539
 LH0539.The modeled gravity was interpolated from observed gravity values.
 LH0539
 LH0539;                    North         East    Units  Estimated Accuracy
 LH0539;SPC NE       -   103,002.5     551,170.2     MT  (+/- 3 meters HH1 GPS) 
 LH0539
 LH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6675612127(NAD 83)
 LH0539
 LH0539                          SUPERSEDED SURVEY CONTROL
 LH0539
 LH0539  NGVD 29 (??/??/92)  705.432  (m)         2314.40   (f) ADJ UNCH    1 2
 LH0539
 LH0539.Superseded values are not recommended for survey control.
 LH0539
 LH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0539.See file dsdata.pdf to determine how the superseded data were derived.
 LH0539
 LH0539_MARKER: DB = BENCH MARK DISK
 LH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0539_STAMPING: 2314.405 X 15 1933
 LH0539_MARK LOGO: CGS
 LH0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0539+STABILITY: SURFACE MOTION
 LH0539
 LH0539  HISTORY     - Date     Condition        Report By
 LH0539  HISTORY     - 1933     MONUMENTED       CGS
 LH0539  HISTORY     - 1967     GOOD             CGS
 LH0539
 LH0539                          STATION DESCRIPTION
 LH0539
 LH0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0539'3 MI NE FROM ELM CREEK.
 LH0539'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 183 IN ELM
 LH0539'CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 0.3 MILE.  TURN RIGHT AND
 LH0539'GO NORTH ON OLD U.S. HIGHWAY 183 FOR 2.75 MILES TO A
 LH0539'CROSSROAD.  THE MARK IS 145 YARDS NORTH OF THE CROSSROAD,
 LH0539'100 YARDS NORTH OF A FARMHOME, 18 FEET NORTH-NORTHEAST OF A
 LH0539'SMALL MACHINE SHED, 4 FEET EAST OF A BOARD FENCE, AND PROJECTS
 LH0539'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0204 ***********************************************************************
 LJ0204  DESIGNATION -  X 158
 LJ0204  PID         -  LJ0204
 LJ0204  STATE/COUNTY-  NE/HAYES
 LJ0204  COUNTRY     -  US
 LJ0204  USGS QUAD   -  WAUNETA EAST (2017)
 LJ0204
 LJ0204                         *CURRENT SURVEY CONTROL
 LJ0204  ______________________________________________________________________
 LJ0204* NAD 83(1986) POSITION- 40 24 20.     (N) 101 19 29.     (W)   SCALED
 LJ0204* NAVD 88 ORTHO HEIGHT -   885.804 (meters)     2906.18  (feet) ADJUSTED
 LJ0204  ______________________________________________________________________
 LJ0204  GEOID HEIGHT    -        -22.754 (meters)                     GEOID18
 LJ0204  DYNAMIC HEIGHT  -        885.209 (meters)     2904.22  (feet) COMP
 LJ0204  MODELED GRAVITY -    979,924.3   (mgal)                       NAVD 88
 LJ0204
 LJ0204  VERT ORDER      -  SECOND    CLASS 0
 LJ0204
 LJ0204.The horizontal coordinates were scaled from a map and have
 LJ0204.an estimated accuracy of +/- 6 seconds.
 LJ0204
 LJ0204.The orthometric height was determined by differential leveling and
 LJ0204.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0204.in June 1991.
 LJ0204
 LJ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0204.GEOID18 height accuracy estimate available here.
 LJ0204
 LJ0204.Click photographs - Photos may exist for this station.
 LJ0204
 LJ0204.The dynamic height is computed by dividing the NAVD 88
 LJ0204.geopotential number by the normal gravity value computed on the
 LJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0204.degrees latitude (g = 980.6199 gals.).
 LJ0204
 LJ0204.The modeled gravity was interpolated from observed gravity values.
 LJ0204
 LJ0204;                    North         East    Units  Estimated Accuracy
 LJ0204;SPC NE       -    64,400.      387,570.      MT  (+/- 180 meters Scaled)
 LJ0204
 LJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK027753(NAD 83)
 LJ0204
 LJ0204                          SUPERSEDED SURVEY CONTROL
 LJ0204
 LJ0204  NGVD 29 (??/??/92)  885.452  (m)         2905.02   (f) ADJ UNCH    2 0
 LJ0204
 LJ0204.Superseded values are not recommended for survey control.
 LJ0204
 LJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0204.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0204
 LJ0204_MARKER: DB = BENCH MARK DISK
 LJ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0204_STAMPING: X 158 1934
 LJ0204_MARK LOGO: CGS
 LJ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0204+STABILITY: SURFACE MOTION
 LJ0204
 LJ0204  HISTORY     - Date     Condition        Report By
 LJ0204  HISTORY     - 1934     MONUMENTED       CGS
 LJ0204  HISTORY     - 1973     GOOD             NGS
 LJ0204  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0204
 LJ0204                          STATION DESCRIPTION
 LJ0204
 LJ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0204'2.6 MI E FROM WAUNETA.
 LJ0204'2.6 MILES EAST OF RAILROAD STATION AT WAUNETA ON CHICAGO, BURLINGTON
 LJ0204'AND QUINCY RAILROAD AT A FARM HOUSE AND RAILROAD CROSSING.
 LJ0204'42 FEET NORTH CENTER LINE OF U.S. HIGHWAY 6, AND 33 FEET SOUTH
 LJ0204'OF CENTER LINE OF TRACK.  10 FEET WEST OF CROSSING.
 LJ0204
 LJ0204                          STATION RECOVERY (1973)
 LJ0204
 LJ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0204'RECOVERED IN GOOD CONDITION.
 LJ0204
 LJ0204                          STATION RECOVERY (1974)
 LJ0204
 LJ0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0111 ***********************************************************************
 LJ0111  DESIGNATION -  X 159
 LJ0111  PID         -  LJ0111
 LJ0111  STATE/COUNTY-  NE/HAYES
 LJ0111  COUNTRY     -  US
 LJ0111  USGS QUAD   -  BURGER CANYON WEST (2017)
 LJ0111
 LJ0111                         *CURRENT SURVEY CONTROL
 LJ0111  ______________________________________________________________________
 LJ0111* NAD 83(1986) POSITION- 40 28 30.     (N) 100 59 09.     (W)   SCALED
 LJ0111* NAVD 88 ORTHO HEIGHT -   912.650 (meters)     2994.25  (feet) ADJUSTED
 LJ0111  ______________________________________________________________________
 LJ0111  GEOID HEIGHT    -        -23.086 (meters)                     GEOID18
 LJ0111  DYNAMIC HEIGHT  -        912.038 (meters)     2992.24  (feet) COMP
 LJ0111  MODELED GRAVITY -    979,924.4   (mgal)                       NAVD 88
 LJ0111
 LJ0111  VERT ORDER      -  SECOND    CLASS 0
 LJ0111
 LJ0111.The horizontal coordinates were scaled from a map and have
 LJ0111.an estimated accuracy of +/- 6 seconds.
 LJ0111
 LJ0111.The orthometric height was determined by differential leveling and
 LJ0111.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0111.in June 1991.
 LJ0111
 LJ0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0111.GEOID18 height accuracy estimate available here.
 LJ0111
 LJ0111.Click photographs - Photos may exist for this station.
 LJ0111
 LJ0111.The dynamic height is computed by dividing the NAVD 88
 LJ0111.geopotential number by the normal gravity value computed on the
 LJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0111.degrees latitude (g = 980.6199 gals.).
 LJ0111
 LJ0111.The modeled gravity was interpolated from observed gravity values.
 LJ0111
 LJ0111;                    North         East    Units  Estimated Accuracy
 LJ0111;SPC NE       -    71,720.      416,420.      MT  (+/- 180 meters Scaled)
 LJ0111
 LJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK316823(NAD 83)
 LJ0111
 LJ0111                          SUPERSEDED SURVEY CONTROL
 LJ0111
 LJ0111  NGVD 29 (??/??/92)  912.288  (m)         2993.06   (f) ADJ UNCH    2 0
 LJ0111
 LJ0111.Superseded values are not recommended for survey control.
 LJ0111
 LJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0111.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0111
 LJ0111_MARKER: DB = BENCH MARK DISK
 LJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0111_STAMPING: X 159 1934
 LJ0111_MARK LOGO: CGS
 LJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0111+STABILITY: SURFACE MOTION
 LJ0111
 LJ0111  HISTORY     - Date     Condition        Report By
 LJ0111  HISTORY     - 1934     MONUMENTED       CGS
 LJ0111  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0111
 LJ0111                          STATION DESCRIPTION
 LJ0111
 LJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0111'3.7 MI S FROM HAYES CENTER.
 LJ0111'3.7 MILES SOUTH OF I.O.O.F. BLDG. HAYES CENTER.  ON HIGHWAY
 LJ0111'17 AT SECTION LINE.  36 FEET WEST OF CENTER LINE OF HIGHWAY,
 LJ0111'AND 10 FEET SOUTH OF SECTION LINE.
 LJ0111
 LJ0111                          STATION RECOVERY (1973)
 LJ0111
 LJ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0667 ***********************************************************************
 ML0667  DESIGNATION -  X 16 RESET
 ML0667  PID         -  ML0667
 ML0667  STATE/COUNTY-  NE/CUSTER
 ML0667  COUNTRY     -  US
 ML0667  USGS QUAD   -  WESTERVILLE (2017)
 ML0667
 ML0667                         *CURRENT SURVEY CONTROL
 ML0667  ______________________________________________________________________
 ML0667* NAD 83(1986) POSITION- 41 23 05.     (N) 099 23 10.     (W)   SCALED
 ML0667* NAVD 88 ORTHO HEIGHT -   711.74  (meters)     2335.1   (feet) RESET
 ML0667  ______________________________________________________________________
 ML0667  GEOID HEIGHT    -        -23.166 (meters)                     GEOID18
 ML0667  VERT ORDER      -  THIRD
 ML0667
 ML0667.The horizontal coordinates were scaled from a map and have
 ML0667.an estimated accuracy of +/- 6 seconds.
 ML0667
 ML0667.The orthometric height was computed from unverified reset data.
 ML0667
 ML0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0667.GEOID18 height accuracy estimate available here.
 ML0667
 ML0667.Click photographs - Photos may exist for this station.
 ML0667
 ML0667;                    North         East    Units  Estimated Accuracy
 ML0667;SPC NE       -   172,430.      551,330.      MT  (+/- 180 meters Scaled)
 ML0667
 ML0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677815(NAD 83)
 ML0667
 ML0667                          SUPERSEDED SURVEY CONTROL
 ML0667
 ML0667  NGVD 29 (??/??/??)  711.50   (m)         2334.3    (f) RESET       3  
 ML0667
 ML0667.Superseded values are not recommended for survey control.
 ML0667
 ML0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0667.See file dsdata.pdf to determine how the superseded data were derived.
 ML0667
 ML0667_MARKER: DB = BENCH MARK DISK
 ML0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0667_STAMPING: X 16 RESET 1962
 ML0667_MARK LOGO: CGS
 ML0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0667+STABILITY: SURFACE MOTION
 ML0667
 ML0667  HISTORY     - Date     Condition        Report By
 ML0667  HISTORY     - 1962     MONUMENTED       NEDR
 ML0667  HISTORY     - 1963     GOOD             CGS
 ML0667
 ML0667                          STATION DESCRIPTION
 ML0667
 ML0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 ML0667'7.2 MI N FROM ANSLEY.
 ML0667'ABOUT 6.5 MILES NORTH ALONG U.S. HIGHWAY 183 FROM ANSLEY, ABOUT
 ML0667'.5 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 70 LEADING EAST,
 ML0667'ABOUT 1/4 MILE NORTH OF A COUNTY ROAD LEADING WEST, ABOUT 875
 ML0667'FEET NORTH OF A CONCRETE SLAB BRIDGE, BETWEEN BRACE POSTS OF
 ML0667'A EAST-WEST FENCE LINE, WEST OF A FENCE CORNER, AND 78 FEET
 ML0667'WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 ML0667'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0162 ***********************************************************************
 LJ0162  DESIGNATION -  X 161
 LJ0162  PID         -  LJ0162
 LJ0162  STATE/COUNTY-  NE/PERKINS
 LJ0162  COUNTRY     -  US
 LJ0162  USGS QUAD   -  GRAINTON (2017)
 LJ0162
 LJ0162                         *CURRENT SURVEY CONTROL
 LJ0162  ______________________________________________________________________
 LJ0162* NAD 83(1986) POSITION- 40 49 24.     (N) 101 17 07.     (W)   SCALED
 LJ0162* NAVD 88 ORTHO HEIGHT -  1000.473 (meters)     3282.39  (feet) ADJUSTED
 LJ0162  ______________________________________________________________________
 LJ0162  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 LJ0162  DYNAMIC HEIGHT  -        999.820 (meters)     3280.24  (feet) COMP
 LJ0162  MODELED GRAVITY -    979,937.8   (mgal)                       NAVD 88
 LJ0162
 LJ0162  VERT ORDER      -  SECOND    CLASS 0
 LJ0162
 LJ0162.The horizontal coordinates were scaled from a map and have
 LJ0162.an estimated accuracy of +/- 6 seconds.
 LJ0162
 LJ0162.The orthometric height was determined by differential leveling and
 LJ0162.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0162.in June 1991.
 LJ0162
 LJ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0162.GEOID18 height accuracy estimate available here.
 LJ0162
 LJ0162.Click photographs - Photos may exist for this station.
 LJ0162
 LJ0162.The dynamic height is computed by dividing the NAVD 88
 LJ0162.geopotential number by the normal gravity value computed on the
 LJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0162.degrees latitude (g = 980.6199 gals.).
 LJ0162
 LJ0162.The modeled gravity was interpolated from observed gravity values.
 LJ0162
 LJ0162;                    North         East    Units  Estimated Accuracy
 LJ0162;SPC NE       -   110,720.      391,610.      MT  (+/- 180 meters Scaled)
 LJ0162
 LJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL072216(NAD 83)
 LJ0162
 LJ0162                          SUPERSEDED SURVEY CONTROL
 LJ0162
 LJ0162  NGVD 29 (??/??/92) 1000.073  (m)         3281.07   (f) ADJ UNCH    2 0
 LJ0162
 LJ0162.Superseded values are not recommended for survey control.
 LJ0162
 LJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0162.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0162
 LJ0162_MARKER: DB = BENCH MARK DISK
 LJ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0162_STAMPING: X 161 1934
 LJ0162_MARK LOGO: CGS
 LJ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0162+STABILITY: SURFACE MOTION
 LJ0162
 LJ0162  HISTORY     - Date     Condition        Report By
 LJ0162  HISTORY     - 1934     MONUMENTED       CGS
 LJ0162  HISTORY     - 1941     GOOD             CGS
 LJ0162
 LJ0162                          STATION DESCRIPTION
 LJ0162
 LJ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0162'AT GRAINTON.
 LJ0162'AT GRAINTON, PERKINS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0162'RAILROAD, 100 YARDS EAST OF THE STATION, AT THE INTERSECTION OF
 LJ0162'STATE HIGHWAY 17 AND STATE HIGHWAY 23, 63 FEET WEST OF THE CENTERLINE
 LJ0162'OF STATE HIGHWAY 17, 63 FEET NORTH OF THE CENTERLINE OF STATE
 LJ0162'HIGHWAY 23, AND 30 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 LJ0162'A STANDARD DISK, STAMPED X 161 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0162'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0182 ***********************************************************************
 LJ0182  DESIGNATION -  X 162
 LJ0182  PID         -  LJ0182
 LJ0182  STATE/COUNTY-  NE/HAYES
 LJ0182  COUNTRY     -  US
 LJ0182  USGS QUAD   -  DITTONS CREEK NE (2017)
 LJ0182
 LJ0182                         *CURRENT SURVEY CONTROL
 LJ0182  ______________________________________________________________________
 LJ0182* NAD 83(1986) POSITION- 40 40 58.     (N) 101 17 20.     (W)   SCALED
 LJ0182* NAVD 88 ORTHO HEIGHT -   990.304 (meters)     3249.02  (feet) ADJUSTED
 LJ0182  ______________________________________________________________________
 LJ0182  GEOID HEIGHT    -        -22.274 (meters)                     GEOID18
 LJ0182  DYNAMIC HEIGHT  -        989.649 (meters)     3246.87  (feet) COMP
 LJ0182  MODELED GRAVITY -    979,929.6   (mgal)                       NAVD 88
 LJ0182
 LJ0182  VERT ORDER      -  SECOND    CLASS 0
 LJ0182
 LJ0182.The horizontal coordinates were scaled from a map and have
 LJ0182.an estimated accuracy of +/- 6 seconds.
 LJ0182
 LJ0182.The orthometric height was determined by differential leveling and
 LJ0182.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0182.in June 1991.
 LJ0182
 LJ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0182.GEOID18 height accuracy estimate available here.
 LJ0182
 LJ0182.Click photographs - Photos may exist for this station.
 LJ0182
 LJ0182.The dynamic height is computed by dividing the NAVD 88
 LJ0182.geopotential number by the normal gravity value computed on the
 LJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0182.degrees latitude (g = 980.6199 gals.).
 LJ0182
 LJ0182.The modeled gravity was interpolated from observed gravity values.
 LJ0182
 LJ0182;                    North         East    Units  Estimated Accuracy
 LJ0182;SPC NE       -    95,130.      391,070.      MT  (+/- 180 meters Scaled)
 LJ0182
 LJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL065060(NAD 83)
 LJ0182
 LJ0182                          SUPERSEDED SURVEY CONTROL
 LJ0182
 LJ0182  NGVD 29 (??/??/92)  989.899  (m)         3247.69   (f) ADJ UNCH    2 0
 LJ0182
 LJ0182.Superseded values are not recommended for survey control.
 LJ0182
 LJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0182.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0182
 LJ0182_MARKER: DB = BENCH MARK DISK
 LJ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0182_STAMPING: X 162 1934
 LJ0182_MARK LOGO: CGS
 LJ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0182+STABILITY: SURFACE MOTION
 LJ0182
 LJ0182  HISTORY     - Date     Condition        Report By
 LJ0182  HISTORY     - 1934     MONUMENTED       CGS
 LJ0182  HISTORY     - 1938     GOOD             CGS
 LJ0182  HISTORY     - 1942     GOOD             CGS
 LJ0182
 LJ0182                          STATION DESCRIPTION
 LJ0182
 LJ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0182'9.4 MI S FROM GRAINTON.
 LJ0182'9.4 MILES SOUTH OF THE BURLINGTON RY. STATION AT GRAINTON ALONG
 LJ0182'STATE HWY. 17, AT A SOUTH AND WEST TURN AND T-ROAD TO EAST, 45
 LJ0182'FEET EAST OF CENTERLINE OF HWY. 17, 31 FEET SOUTH OF CENTERLINE
 LJ0182'OF T-ROAD EAST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 LJ0182
 LJ0182                          STATION RECOVERY (1942)
 LJ0182
 LJ0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 LJ0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0123 ***********************************************************************
 LJ0123  DESIGNATION -  X 163
 LJ0123  PID         -  LJ0123
 LJ0123  STATE/COUNTY-  NE/LINCOLN
 LJ0123  COUNTRY     -  US
 LJ0123  USGS QUAD   -  SOMERSET (2017)
 LJ0123
 LJ0123                         *CURRENT SURVEY CONTROL
 LJ0123  ______________________________________________________________________
 LJ0123* NAD 83(1986) POSITION- 40 49 30.     (N) 100 51 41.     (W)   SCALED
 LJ0123* NAVD 88 ORTHO HEIGHT -   884.451 (meters)     2901.74  (feet) ADJUSTED
 LJ0123  ______________________________________________________________________
 LJ0123  GEOID HEIGHT    -        -22.721 (meters)                     GEOID18
 LJ0123  DYNAMIC HEIGHT  -        883.885 (meters)     2899.88  (feet) COMP
 LJ0123  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 LJ0123
 LJ0123  VERT ORDER      -  SECOND    CLASS 0
 LJ0123
 LJ0123.The horizontal coordinates were scaled from a map and have
 LJ0123.an estimated accuracy of +/- 6 seconds.
 LJ0123
 LJ0123.The orthometric height was determined by differential leveling and
 LJ0123.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0123.in June 1991.
 LJ0123
 LJ0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0123.GEOID18 height accuracy estimate available here.
 LJ0123
 LJ0123.Click photographs - Photos may exist for this station.
 LJ0123
 LJ0123.The dynamic height is computed by dividing the NAVD 88
 LJ0123.geopotential number by the normal gravity value computed on the
 LJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0123.degrees latitude (g = 980.6199 gals.).
 LJ0123
 LJ0123.The modeled gravity was interpolated from observed gravity values.
 LJ0123
 LJ0123;                    North         East    Units  Estimated Accuracy
 LJ0123;SPC NE       -   110,460.      427,360.      MT  (+/- 180 meters Scaled)
 LJ0123
 LJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL430209(NAD 83)
 LJ0123
 LJ0123                          SUPERSEDED SURVEY CONTROL
 LJ0123
 LJ0123  NGVD 29 (??/??/92)  884.070  (m)         2900.49   (f) ADJ UNCH    2 0
 LJ0123
 LJ0123.Superseded values are not recommended for survey control.
 LJ0123
 LJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0123.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0123
 LJ0123_MARKER: DB = BENCH MARK DISK
 LJ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0123_STAMPING: X 163 1934
 LJ0123_MARK LOGO: CGS
 LJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0123+STABILITY: SURFACE MOTION
 LJ0123
 LJ0123  HISTORY     - Date     Condition        Report By
 LJ0123  HISTORY     - 1934     MONUMENTED       CGS
 LJ0123  HISTORY     - 1955     MARK NOT FOUND   CGS
 LJ0123
 LJ0123                          STATION DESCRIPTION
 LJ0123
 LJ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LJ0123'AT SOMERSET.
 LJ0123'AT SOMERSET, LINCOLN COUNTY, ON THE CHICAGO, BURLINGTON AND
 LJ0123'QUINCY RAILROAD, 100 FEET WEST OF THE WEST END OF THE STATION,
 LJ0123'45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET WEST OF
 LJ0123'A POLE.  A STANDARD DISK, STAMPED X 163 1934 AND SET IN THE TOP
 LJ0123'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0323 ***********************************************************************
 LH0323  DESIGNATION -  X 164
 LH0323  PID         -  LH0323
 LH0323  STATE/COUNTY-  NE/KEARNEY
 LH0323  COUNTRY     -  US
 LH0323  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0323
 LH0323                         *CURRENT SURVEY CONTROL
 LH0323  ______________________________________________________________________
 LH0323* NAD 83(1986) POSITION- 40 29 48.     (N) 098 59 23.     (W)   SCALED
 LH0323* NAVD 88 ORTHO HEIGHT -   666.010 (meters)     2185.07  (feet) ADJUSTED
 LH0323  ______________________________________________________________________
 LH0323  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 LH0323  DYNAMIC HEIGHT  -        665.612 (meters)     2183.76  (feet) COMP
 LH0323  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 LH0323
 LH0323  VERT ORDER      -  SECOND    CLASS 0
 LH0323
 LH0323.The horizontal coordinates were scaled from a map and have
 LH0323.an estimated accuracy of +/- 6 seconds.
 LH0323
 LH0323.The orthometric height was determined by differential leveling and
 LH0323.adjusted by the NATIONAL GEODETIC SURVEY
 LH0323.in June 1991.
 LH0323
 LH0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0323.GEOID18 height accuracy estimate available here.
 LH0323
 LH0323.Click photographs - Photos may exist for this station.
 LH0323
 LH0323.The dynamic height is computed by dividing the NAVD 88
 LH0323.geopotential number by the normal gravity value computed on the
 LH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0323.degrees latitude (g = 980.6199 gals.).
 LH0323
 LH0323.The modeled gravity was interpolated from observed gravity values.
 LH0323
 LH0323;                    North         East    Units  Estimated Accuracy
 LH0323;SPC NE       -    74,150.      585,630.      MT  (+/- 180 meters Scaled)
 LH0323
 LH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK008828(NAD 83)
 LH0323
 LH0323                          SUPERSEDED SURVEY CONTROL
 LH0323
 LH0323  NGVD 29 (??/??/92)  665.749  (m)         2184.21   (f) ADJ UNCH    2 0
 LH0323
 LH0323.Superseded values are not recommended for survey control.
 LH0323
 LH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0323.See file dsdata.pdf to determine how the superseded data were derived.
 LH0323
 LH0323_MARKER: DB = BENCH MARK DISK
 LH0323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0323_SP_SET: CULVERT HEADWALL
 LH0323_STAMPING: X 164 1934
 LH0323_MARK LOGO: CGS
 LH0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0323+STABILITY: SURFACE MOTION
 LH0323
 LH0323  HISTORY     - Date     Condition        Report By
 LH0323  HISTORY     - 1934     MONUMENTED       CGS
 LH0323  HISTORY     - 1967     MARK NOT FOUND   USGS
 LH0323
 LH0323                          STATION DESCRIPTION
 LH0323
 LH0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0323'2.3 MI W FROM MINDEN.
 LH0323'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0323'FROM THE STATION AT MINDEN, KEARNEY COUNTY, AT A ROAD CROSSING,
 LH0323'60 FEET NORTH OF THE CENTERLINE OF THE TRACK, 22 FEET SOUTH OF
 LH0323'THE CENTERLINE OF U.S. HIGHWAY 6, AT A CULVERT UNDER THE ROAD,
 LH0323'AND IN THE TOP OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED
 LH0323'X 164 1934.
 LH0323
 LH0323                          STATION RECOVERY (1967)
 LH0323
 LH0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LH0323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0807 ***********************************************************************
 LH0807  DESIGNATION -  X 165
 LH0807  PID         -  LH0807
 LH0807  STATE/COUNTY-  NE/GOSPER
 LH0807  COUNTRY     -  US
 LH0807  USGS QUAD   -  ELWOOD NW (2017)
 LH0807
 LH0807                         *CURRENT SURVEY CONTROL
 LH0807  ______________________________________________________________________
 LH0807* NAD 83(1986) POSITION- 40 38 41.06   (N) 099 58 54.41   (W)   HD_HELD1
 LH0807* NAVD 88 ORTHO HEIGHT -   788.014 (meters)     2585.34  (feet) ADJUSTED
 LH0807  ______________________________________________________________________
 LH0807  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 LH0807  DYNAMIC HEIGHT  -        787.519 (meters)     2583.72  (feet) COMP
 LH0807  MODELED GRAVITY -    979,970.7   (mgal)                       NAVD 88
 LH0807
 LH0807  VERT ORDER      -  SECOND    CLASS 0
 LH0807
 LH0807.The horizontal coordinates were determined by differentially corrected
 LH0807.hand held GPS observations or other comparable positioning techniques
 LH0807.and have an estimated accuracy of +/- 3 meters.
 LH0807
 LH0807.The orthometric height was determined by differential leveling and
 LH0807.adjusted by the NATIONAL GEODETIC SURVEY
 LH0807.in June 1991.
 LH0807
 LH0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0807.GEOID18 height accuracy estimate available here.
 LH0807
 LH0807.Click photographs - Photos may exist for this station.
 LH0807
 LH0807.The dynamic height is computed by dividing the NAVD 88
 LH0807.geopotential number by the normal gravity value computed on the
 LH0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0807.degrees latitude (g = 980.6199 gals.).
 LH0807
 LH0807.The modeled gravity was interpolated from observed gravity values.
 LH0807
 LH0807;                    North         East    Units  Estimated Accuracy
 LH0807;SPC NE       -    90,089.8     501,540.7     MT  (+/- 3 meters HH1 GPS) 
 LH0807
 LH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1698899784(NAD 83)
 LH0807
 LH0807                          SUPERSEDED SURVEY CONTROL
 LH0807
 LH0807  NGVD 29 (??/??/92)  787.698  (m)         2584.31   (f) ADJ UNCH    2 0
 LH0807
 LH0807.Superseded values are not recommended for survey control.
 LH0807
 LH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0807.See file dsdata.pdf to determine how the superseded data were derived.
 LH0807
 LH0807_MARKER: DB = BENCH MARK DISK
 LH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0807_STAMPING: X 165 1934
 LH0807_MARK LOGO: CGS
 LH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0807+STABILITY: SURFACE MOTION
 LH0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0807+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 LH0807
 LH0807  HISTORY     - Date     Condition        Report By
 LH0807  HISTORY     - 1934     MONUMENTED       CGS
 LH0807  HISTORY     - 1941     GOOD             CGS
 LH0807  HISTORY     - 20110726 GOOD             NEGS
 LH0807
 LH0807                          STATION DESCRIPTION
 LH0807
 LH0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0807'2.7 MI E FROM EUSTIS.
 LH0807'IN GOSPER COUNTY, 2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0807'AND QUINCY RAILROAD FROM THE WATER TOWER AT EUTIS, FRONTIER
 LH0807'COUNTY, NEAR A ROAD CROSSING, 270 FEET SOUTH OF THE CENTER LINE
 LH0807'OF THE TRACK, AND 24 FEET WEST OF THE CENTER LINE OF THE ROAD.
 LH0807'A STANDARD DISK, STAMPED X 165 1934 AND SET IN THE TOP OF A
 LH0807'CONCRETE POST.
 LH0807
 LH0807                          STATION RECOVERY (2011)
 LH0807
 LH0807'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2011 (JPC)
 LH0807'5/8 INCH REBAR DRIVEN ALONG EAST SIDE OF MARK.
 LH0807'2.0 FEET NORTHWEST TO WITNESS SIGN ON FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0252 ***********************************************************************
 LG0252  DESIGNATION -  X 167
 LG0252  PID         -  LG0252
 LG0252  STATE/COUNTY-  NE/JEFFERSON
 LG0252  COUNTRY     -  US
 LG0252  USGS QUAD   -  HARBINE (2017)
 LG0252
 LG0252                         *CURRENT SURVEY CONTROL
 LG0252  ______________________________________________________________________
 LG0252* NAD 83(1986) POSITION- 40 11 32.     (N) 096 58 35.     (W)   SCALED
 LG0252* NAVD 88 ORTHO HEIGHT -   441.259 (meters)     1447.70  (feet) ADJUSTED
 LG0252  ______________________________________________________________________
 LG0252  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 LG0252  DYNAMIC HEIGHT  -        441.014 (meters)     1446.89  (feet) COMP
 LG0252  MODELED GRAVITY -    980,057.3   (mgal)                       NAVD 88
 LG0252
 LG0252  VERT ORDER      -  SECOND    CLASS 0
 LG0252
 LG0252.The horizontal coordinates were scaled from a map and have
 LG0252.an estimated accuracy of +/- 6 seconds.
 LG0252
 LG0252.The orthometric height was determined by differential leveling and
 LG0252.adjusted by the NATIONAL GEODETIC SURVEY
 LG0252.in June 1991.
 LG0252
 LG0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0252.GEOID18 height accuracy estimate available here.
 LG0252
 LG0252.Click photographs - Photos may exist for this station.
 LG0252
 LG0252.The dynamic height is computed by dividing the NAVD 88
 LG0252.geopotential number by the normal gravity value computed on the
 LG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0252.degrees latitude (g = 980.6199 gals.).
 LG0252
 LG0252.The modeled gravity was interpolated from observed gravity values.
 LG0252
 LG0252;                    North         East    Units  Estimated Accuracy
 LG0252;SPC NE       -    44,350.      757,400.      MT  (+/- 180 meters Scaled)
 LG0252
 LG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK722510(NAD 83)
 LG0252
 LG0252                          SUPERSEDED SURVEY CONTROL
 LG0252
 LG0252  NGVD 29 (??/??/92)  441.116  (m)         1447.23   (f) ADJ UNCH    2 0
 LG0252
 LG0252.Superseded values are not recommended for survey control.
 LG0252
 LG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0252.See file dsdata.pdf to determine how the superseded data were derived.
 LG0252
 LG0252_MARKER: DB = BENCH MARK DISK
 LG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0252_STAMPING: X 167 1934
 LG0252_MARK LOGO: CGS
 LG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0252+STABILITY: SURFACE MOTION
 LG0252
 LG0252  HISTORY     - Date     Condition        Report By
 LG0252  HISTORY     - 1934     MONUMENTED       CGS
 LG0252  HISTORY     - 19881004 MARK NOT FOUND   NGS
 LG0252
 LG0252                          STATION DESCRIPTION
 LG0252
 LG0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0252'AT HARBINE.
 LG0252'AT HARBINE, JEFFERSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LG0252'PACIFIC RAILROAD, ONE BLOCK EAST OF THE STATION, 3 POLES WEST
 LG0252'OF MILEPOST 143, 7 RAILS EAST OF A ROAD CROSSING, AND 30 FEET
 LG0252'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LG0252'X 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0252
 LG0252                          STATION RECOVERY (1988)
 LG0252
 LG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0326 ***********************************************************************
 LH0326  DESIGNATION -  X 168 RESET
 LH0326  PID         -  LH0326
 LH0326  STATE/COUNTY-  NE/KEARNEY
 LH0326  COUNTRY     -  US
 LH0326  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0326
 LH0326                         *CURRENT SURVEY CONTROL
 LH0326  ______________________________________________________________________
 LH0326* NAD 83(1986) POSITION- 40 29 32.62   (N) 098 57 07.10   (W)   HD_HELD1
 LH0326* NAVD 88 ORTHO HEIGHT -   663.61  (meters)     2177.2   (feet) RESET
 LH0326  ______________________________________________________________________
 LH0326  GEOID HEIGHT    -        -25.089 (meters)                     GEOID18
 LH0326  VERT ORDER      -  THIRD
 LH0326
 LH0326.The horizontal coordinates were determined by differentially corrected
 LH0326.hand held GPS observations or other comparable positioning techniques
 LH0326.and have an estimated accuracy of +/- 3 meters.
 LH0326
 LH0326.The orthometric height was computed from unverified reset data.
 LH0326
 LH0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0326.GEOID18 height accuracy estimate available here.
 LH0326
 LH0326.Click photographs - Photos may exist for this station.
 LH0326
 LH0326;                    North         East    Units  Estimated Accuracy
 LH0326;SPC NE       -    73,714.4     588,830.3     MT  (+/- 3 meters HH1 GPS) 
 LH0326
 LH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0407082411(NAD 83)
 LH0326
 LH0326                          SUPERSEDED SURVEY CONTROL
 LH0326
 LH0326  NGVD 29 (??/??/??)  663.36   (m)         2176.4    (f) RESET       3  
 LH0326
 LH0326.Superseded values are not recommended for survey control.
 LH0326
 LH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0326.See file dsdata.pdf to determine how the superseded data were derived.
 LH0326
 LH0326_MARKER: DB = BENCH MARK DISK
 LH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0326_STAMPING: X 168 1934 RESET 1958
 LH0326_MARK LOGO: CGS
 LH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0326+STABILITY: SURFACE MOTION
 LH0326
 LH0326  HISTORY     - Date     Condition        Report By
 LH0326  HISTORY     - 1958     MONUMENTED       CGS
 LH0326
 LH0326                          STATION DESCRIPTION
 LH0326
 LH0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0326'AT MINDEN.
 LH0326'AT MINDEN, KEARNEY COUNTY, ALONG STATE HIGHWAY 10, AT THE CROSSING
 LH0326'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 51 FEET WEST OF
 LH0326'THE CENTER OF STATE HIGHWAY 10, 46 FEET SOUTH OF THE SOUTH RAIL
 LH0326'OF THE CB AND Q RAILROAD TRACKS, AND 1 FOOT NORTH OF THE SOUTH
 LH0326'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LH0326'IN STAMPED X 168 1934 RESET 1958.  TO REACH THIS BENCH MARK
 LH0326'FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE, GO WEST
 LH0326'FOR 0.1 MILE TO STATE HIGHWAY 10.  TURN LEFT AND GO SOUTH FOR
 LH0326'0.4 MILE TO THE RAILROAD CROSSING AND THE MARK IN THE SOUTHWEST
 LH0326'ANGLE OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0261 ***********************************************************************
 LG0261  DESIGNATION -  X 169
 LG0261  PID         -  LG0261
 LG0261  STATE/COUNTY-  NE/GAGE
 LG0261  COUNTRY     -  US
 LG0261  USGS QUAD   -  ODELL NE (2017)
 LG0261
 LG0261                         *CURRENT SURVEY CONTROL
 LG0261  ______________________________________________________________________
 LG0261* NAD 83(1986) POSITION- 40 13 09.     (N) 096 50 28.     (W)   SCALED
 LG0261* NAVD 88 ORTHO HEIGHT -   433.417 (meters)     1421.97  (feet) ADJUSTED
 LG0261  ______________________________________________________________________
 LG0261  GEOID HEIGHT    -        -27.085 (meters)                     GEOID18
 LG0261  DYNAMIC HEIGHT  -        433.180 (meters)     1421.19  (feet) COMP
 LG0261  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LG0261
 LG0261  VERT ORDER      -  SECOND    CLASS 0
 LG0261
 LG0261.The horizontal coordinates were scaled from a map and have
 LG0261.an estimated accuracy of +/- 6 seconds.
 LG0261
 LG0261.The orthometric height was determined by differential leveling and
 LG0261.adjusted by the NATIONAL GEODETIC SURVEY
 LG0261.in June 1991.
 LG0261
 LG0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0261.GEOID18 height accuracy estimate available here.
 LG0261
 LG0261.Click photographs - Photos may exist for this station.
 LG0261
 LG0261.The dynamic height is computed by dividing the NAVD 88
 LG0261.geopotential number by the normal gravity value computed on the
 LG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0261.degrees latitude (g = 980.6199 gals.).
 LG0261
 LG0261.The modeled gravity was interpolated from observed gravity values.
 LG0261
 LG0261;                    North         East    Units  Estimated Accuracy
 LG0261;SPC NE       -    47,750.      768,800.      MT  (+/- 180 meters Scaled)
 LG0261
 LG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK836543(NAD 83)
 LG0261
 LG0261                          SUPERSEDED SURVEY CONTROL
 LG0261
 LG0261  NGVD 29 (??/??/92)  433.283  (m)         1421.53   (f) ADJ UNCH    2 0
 LG0261
 LG0261.Superseded values are not recommended for survey control.
 LG0261
 LG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0261.See file dsdata.pdf to determine how the superseded data were derived.
 LG0261
 LG0261_MARKER: DB = BENCH MARK DISK
 LG0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0261_STAMPING: X 169 1934
 LG0261_MARK LOGO: CGS
 LG0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0261+STABILITY: SURFACE MOTION
 LG0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0261+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2017
 LG0261
 LG0261  HISTORY     - Date     Condition        Report By
 LG0261  HISTORY     - 1934     MONUMENTED       CGS
 LG0261  HISTORY     - 1961     GOOD             CGS
 LG0261  HISTORY     - 1964     GOOD             CGS
 LG0261  HISTORY     - 19881004 GOOD             NGS
 LG0261  HISTORY     - 20070118 GOOD             NEDR
 LG0261  HISTORY     - 20080713 GOOD             WOOLPT
 LG0261  HISTORY     - 20170111 GOOD             NEGS
 LG0261
 LG0261                          STATION DESCRIPTION
 LG0261
 LG0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0261'1.8 MI E FROM ELLIS.
 LG0261'ABOUT 1.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0261'RAILROAD FROM THE STATION AT ELLIS, 69 FEET SOUTHEAST OF THE
 LG0261'CENTER OF THE CROSSING, 66 FEET NORTHEAST OF A RAILROAD CROSSING
 LG0261'SIGN, 41 FEET NORTH OF THE NORTH RAIL, 58 FEET NORTHEAST OF A
 LG0261'RAILROAD CROSSING, 36 FEET EAST OF THE CENTER LINE OF A GRAVEL
 LG0261'ROAD, 6 FEET SOUTH OF POWER POLE NUMBER 17115 WITH TWO GUY WIRES,
 LG0261'1.8 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT LOWER THAN
 LG0261'THE RAILROAD AND THE GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE
 LG0261'POST PROJECTING 4 INCHES.
 LG0261
 LG0261                          STATION RECOVERY (1964)
 LG0261
 LG0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0261'RECOVERED IN GOOD CONDITION.
 LG0261
 LG0261                          STATION RECOVERY (1988)
 LG0261
 LG0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0261'TO REACH THE MARK FROM THE PRIVATELY OWNED GRAIN ELEVATOR, AT ELLIS,
 LG0261'GO EAST ON U.S.  HIGHWAY 136 FOR 2.90 KM (1.80 MI) TO A CROSSROAD AND
 LG0261'THE MARK ON THE RIGHT, 20.27 M (66.50 FT) SOUTH FROM THE CENTERLINE OF
 LG0261'THE HIGHWAY, 10.97 M (35.99 FT) EAST FROM THE CENTERLINE OF THE GRADED
 LG0261'ROAD, 5.09 M (16.70 FT) EAST-SOUTHEAST FROM THE EAST END OF A FLARED
 LG0261'END, CONCRETE, TUBE CULVERT, 2.13 M (6.99 FT) SOUTHWEST FROM THE
 LG0261'SOUTHWEST CORNER OF A RIGHT-OF-WAY MARKER, 0.64 M (2.10 FT) NORTH FROM
 LG0261'A WITNESS POST AND, PROJECTING 0.15 M (0.49 FT) ABOVE THE GROUND.
 LG0261
 LG0261                          STATION RECOVERY (2007)
 LG0261
 LG0261'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0261'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0261'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NGS IN 1988. DROVE A 3 FT.
 LG0261'REBAR FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE MARK, 0.3 M (1.00
 LG0261'FT) NORTH FROM A NEW FIBERGLASS WITNESS POST. THE MARK IS FLUSH WITH
 LG0261'THE GROUND.
 LG0261
 LG0261                          STATION RECOVERY (2008)
 LG0261
 LG0261'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DMM)
 LG0261'RECOVERED AS DESCRIBED.
 LG0261
 LG0261                          STATION RECOVERY (2017)
 LG0261
 LG0261'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0261'MARK FOUND, COULD NOT RECONCILE THE MONUMENTS ELEVATION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0577 ***********************************************************************
 ML0577  DESIGNATION -  X 17
 ML0577  PID         -  ML0577
 ML0577  STATE/COUNTY-  NE/LOUP
 ML0577  COUNTRY     -  US
 ML0577  USGS QUAD   -  TAYLOR NW (2017)
 ML0577
 ML0577                         *CURRENT SURVEY CONTROL
 ML0577  ______________________________________________________________________
 ML0577* NAD 83(1986) POSITION- 41 59 37.     (N) 099 26 08.     (W)   SCALED
 ML0577* NAVD 88 ORTHO HEIGHT -   708.118 (meters)     2323.22  (feet) ADJUSTED
 ML0577  ______________________________________________________________________
 ML0577  GEOID HEIGHT    -        -22.922 (meters)                     GEOID18
 ML0577  DYNAMIC HEIGHT  -        707.794 (meters)     2322.15  (feet) COMP
 ML0577  MODELED GRAVITY -    980,141.5   (mgal)                       NAVD 88
 ML0577
 ML0577  VERT ORDER      -  FIRST     CLASS II
 ML0577
 ML0577.The horizontal coordinates were scaled from a map and have
 ML0577.an estimated accuracy of +/- 6 seconds.
 ML0577
 ML0577.The orthometric height was determined by differential leveling and
 ML0577.adjusted by the NATIONAL GEODETIC SURVEY
 ML0577.in June 1991.
 ML0577
 ML0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0577.GEOID18 height accuracy estimate available here.
 ML0577
 ML0577.Click photographs - Photos may exist for this station.
 ML0577
 ML0577.The dynamic height is computed by dividing the NAVD 88
 ML0577.geopotential number by the normal gravity value computed on the
 ML0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0577.degrees latitude (g = 980.6199 gals.).
 ML0577
 ML0577.The modeled gravity was interpolated from observed gravity values.
 ML0577
 ML0577;                    North         East    Units  Estimated Accuracy
 ML0577;SPC NE       -   240,000.      546,760.      MT  (+/- 180 meters Scaled)
 ML0577
 ML0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM639491(NAD 83)
 ML0577
 ML0577                          SUPERSEDED SURVEY CONTROL
 ML0577
 ML0577  NGVD 29 (??/??/92)  707.866  (m)         2322.39   (f) ADJ UNCH    1 2
 ML0577
 ML0577.Superseded values are not recommended for survey control.
 ML0577
 ML0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0577.See file dsdata.pdf to determine how the superseded data were derived.
 ML0577
 ML0577_MARKER: DB = BENCH MARK DISK
 ML0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0577_STAMPING: X 17 1933
 ML0577_MARK LOGO: CGS
 ML0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0577+STABILITY: SURFACE MOTION
 ML0577
 ML0577  HISTORY     - Date     Condition        Report By
 ML0577  HISTORY     - 1933     MONUMENTED       CGS
 ML0577  HISTORY     - 1934     GOOD             CGS
 ML0577
 ML0577                          STATION DESCRIPTION
 ML0577
 ML0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0577'17.8 MI N FROM TAYLOR.
 ML0577'17.8 MILES NORTH.  0.9 MILE SOUTHEAST OF HARROP, NEBR., 45 FT.
 ML0577'NORTH OF CENTER OF ROAD, 50 FT. WEST OF SECTION U.S.G.L. SEC. 5
 ML0577'AND SEC. 6, 200 FT. NORTH OF HURON LYNN HOUSE.
 ML0577
 ML0577                          STATION RECOVERY (1934)
 ML0577
 ML0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0578 ***********************************************************************
 ML0578  DESIGNATION -  X 17 RESET
 ML0578  PID         -  ML0578
 ML0578  STATE/COUNTY-  NE/LOUP
 ML0578  COUNTRY     -  US
 ML0578  USGS QUAD   -  TAYLOR NW (2017)
 ML0578
 ML0578                         *CURRENT SURVEY CONTROL
 ML0578  ______________________________________________________________________
 ML0578* NAD 83(1986) POSITION- 41 59 37.6    (N) 099 26 08.1    (W)   HD_HELD2
 ML0578* NAVD 88 ORTHO HEIGHT -   707.88  (meters)     2322.4   (feet) RESET
 ML0578  ______________________________________________________________________
 ML0578  GEOID HEIGHT    -        -22.921 (meters)                     GEOID18
 ML0578  VERT ORDER      -  THIRD
 ML0578
 ML0578.The horizontal coordinates were established by autonomous hand held GPS
 ML0578.observations and have an estimated accuracy of +/- 10 meters.
 ML0578
 ML0578.The orthometric height was computed from unverified reset data.
 ML0578
 ML0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0578.GEOID18 height accuracy estimate available here.
 ML0578
 ML0578.Click photographs - Photos may exist for this station.
 ML0578
 ML0578;                    North         East    Units  Estimated Accuracy
 ML0578;SPC NE       -   240,020.      546,752.      MT  (+/- 10 meters HH2 GPS)
 ML0578
 ML0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6392249177(NAD 83)
 ML0578
 ML0578                          SUPERSEDED SURVEY CONTROL
 ML0578
 ML0578  NGVD 29 (??/??/??)  707.63   (m)         2321.6    (f) RESET       3  
 ML0578
 ML0578.Superseded values are not recommended for survey control.
 ML0578
 ML0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0578.See file dsdata.pdf to determine how the superseded data were derived.
 ML0578
 ML0578_MARKER: DB = BENCH MARK DISK
 ML0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0578_STAMPING: X 17 RESET 1966
 ML0578_MARK LOGO: CGS
 ML0578_PROJECTION: FLUSH
 ML0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0578+STABILITY: SURFACE MOTION
 ML0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0578+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 ML0578
 ML0578  HISTORY     - Date     Condition        Report By
 ML0578  HISTORY     - 1966     MONUMENTED       LOCENG
 ML0578  HISTORY     - 20120516 GOOD             INDIV
 ML0578
 ML0578                          STATION DESCRIPTION
 ML0578
 ML0578'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 ML0578'1 MI S FROM HARROP.
 ML0578'ABOUT 16.3 MILES NORTH ALONG U.S. HIGHWAY 183 FROM TAYLOR, LOUP
 ML0578'COUNTY, 95 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 165
 ML0578'FEET SOUTHWEST OF A CONCRETE BOX CULVERT, 45 FEET NORTH OF A
 ML0578'GRADED ROAD, 6 FEET NORTH OF A FENCE CORNER.  SET IN THE TOP OF A
 ML0578'CONCRETE POST 2 INCHES ABOVE THE GROUND.
 ML0578
 ML0578                          STATION RECOVERY (2012)
 ML0578
 ML0578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0578'FOUND MARK IN GOOD CONDITION.  TO REACH AND TIES ARE ADEQUATE, MARK IS
 ML0578'NOW FLUSH, REFERENCE POST 140+35 ON HWY 183, 95 FT SW OF THE
 ML0578'CENTERLINE AND 45 FT. NORTH OF THE CENTERLINE OF COUNTY RD. 840.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0602 ***********************************************************************
 LG0602  DESIGNATION -  X 170
 LG0602  PID         -  LG0602
 LG0602  STATE/COUNTY-  NE/THAYER
 LG0602  COUNTRY     -  US
 LG0602  USGS QUAD   -  BRUNING (2017)
 LG0602
 LG0602                         *CURRENT SURVEY CONTROL
 LG0602  ______________________________________________________________________
 LG0602* NAD 83(1986) POSITION- 40 16 46.     (N) 097 36 49.     (W)   SCALED
 LG0602* NAVD 88 ORTHO HEIGHT -   467.537 (meters)     1533.91  (feet) ADJUSTED
 LG0602  ______________________________________________________________________
 LG0602  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 LG0602  DYNAMIC HEIGHT  -        467.263 (meters)     1533.01  (feet) COMP
 LG0602  MODELED GRAVITY -    980,024.6   (mgal)                       NAVD 88
 LG0602
 LG0602  VERT ORDER      -  SECOND    CLASS 0
 LG0602
 LG0602.The horizontal coordinates were scaled from a map and have
 LG0602.an estimated accuracy of +/- 6 seconds.
 LG0602
 LG0602.The orthometric height was determined by differential leveling and
 LG0602.adjusted by the NATIONAL GEODETIC SURVEY
 LG0602.in June 1991.
 LG0602
 LG0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0602.GEOID18 height accuracy estimate available here.
 LG0602
 LG0602.Click photographs - Photos may exist for this station.
 LG0602
 LG0602.The dynamic height is computed by dividing the NAVD 88
 LG0602.geopotential number by the normal gravity value computed on the
 LG0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0602.degrees latitude (g = 980.6199 gals.).
 LG0602
 LG0602.The modeled gravity was interpolated from observed gravity values.
 LG0602
 LG0602;                    North         East    Units  Estimated Accuracy
 LG0602;SPC NE       -    52,330.      702,900.      MT  (+/- 180 meters Scaled)
 LG0602
 LG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK178596(NAD 83)
 LG0602
 LG0602                          SUPERSEDED SURVEY CONTROL
 LG0602
 LG0602  NGVD 29 (??/??/92)  467.354  (m)         1533.31   (f) ADJ UNCH    2 0
 LG0602
 LG0602.Superseded values are not recommended for survey control.
 LG0602
 LG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0602.See file dsdata.pdf to determine how the superseded data were derived.
 LG0602
 LG0602_MARKER: DB = BENCH MARK DISK
 LG0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0602_STAMPING: X 170 1934
 LG0602_MARK LOGO: CGS
 LG0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0602+STABILITY: SURFACE MOTION
 LG0602
 LG0602  HISTORY     - Date     Condition        Report By
 LG0602  HISTORY     - 1934     MONUMENTED       CGS
 LG0602  HISTORY     - 1958     MARK NOT FOUND   CGS
 LG0602
 LG0602                          STATION DESCRIPTION
 LG0602
 LG0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LG0602'3.6 MI W FROM BELVIDERE.
 LG0602'3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0602'AT BELVIDERE, THAYER COUNTY, 3 POLES WEST OF MILEPOST 180, 7
 LG0602'RAILS WEST OF A ROAD CROSSING, AND 30 FEET NORTH OF THE CENTERLINE
 LG0602'OF THE TRACK.  A STANDARD DISK, STAMPED X 170 1934 AND SET
 LG0602'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0596 ***********************************************************************
 LG0596  DESIGNATION -  X 171
 LG0596  PID         -  LG0596
 LG0596  STATE/COUNTY-  NE/THAYER
 LG0596  COUNTRY     -  US
 LG0596  USGS QUAD   -  DAVENPORT (2017)
 LG0596
 LG0596                         *CURRENT SURVEY CONTROL
 LG0596  ______________________________________________________________________
 LG0596* NAD 83(1986) POSITION- 40 18 37.     (N) 097 48 34.     (W)   SCALED
 LG0596* NAVD 88 ORTHO HEIGHT -   504.187 (meters)     1654.15  (feet) ADJUSTED
 LG0596  ______________________________________________________________________
 LG0596  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 LG0596  DYNAMIC HEIGHT  -        503.892 (meters)     1653.19  (feet) COMP
 LG0596  MODELED GRAVITY -    980,025.5   (mgal)                       NAVD 88
 LG0596
 LG0596  VERT ORDER      -  SECOND    CLASS 0
 LG0596
 LG0596.The horizontal coordinates were scaled from a map and have
 LG0596.an estimated accuracy of +/- 6 seconds.
 LG0596
 LG0596.The orthometric height was determined by differential leveling and
 LG0596.adjusted by the NATIONAL GEODETIC SURVEY
 LG0596.in June 1991.
 LG0596
 LG0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0596.GEOID18 height accuracy estimate available here.
 LG0596
 LG0596.Click photographs - Photos may exist for this station.
 LG0596
 LG0596.The dynamic height is computed by dividing the NAVD 88
 LG0596.geopotential number by the normal gravity value computed on the
 LG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0596.degrees latitude (g = 980.6199 gals.).
 LG0596
 LG0596.The modeled gravity was interpolated from observed gravity values.
 LG0596
 LG0596;                    North         East    Units  Estimated Accuracy
 LG0596;SPC NE       -    55,320.      686,170.      MT  (+/- 180 meters Scaled)
 LG0596
 LG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK011628(NAD 83)
 LG0596
 LG0596                          SUPERSEDED SURVEY CONTROL
 LG0596
 LG0596  NGVD 29 (??/??/92)  503.997  (m)         1653.53   (f) ADJ UNCH    2 0
 LG0596
 LG0596.Superseded values are not recommended for survey control.
 LG0596
 LG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0596.See file dsdata.pdf to determine how the superseded data were derived.
 LG0596
 LG0596_MARKER: DB = BENCH MARK DISK
 LG0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0596_STAMPING: X 171 1934
 LG0596_MARK LOGO: CGS
 LG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0596+STABILITY: SURFACE MOTION
 LG0596
 LG0596  HISTORY     - Date     Condition        Report By
 LG0596  HISTORY     - 1934     MONUMENTED       CGS
 LG0596  HISTORY     - 1945     GOOD             CGS
 LG0596
 LG0596                          STATION DESCRIPTION
 LG0596
 LG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0596'AT DAVENPORT.
 LG0596'AT DAVENPORT, THAYER COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0596'200 FEET WEST OF THE WEST SIDE OF THE CHICAGO AND NORTH
 LG0596'WESTERN RAILWAY STATION, 4 RAILS EAST OF POLE 191+1, 42 FEET
 LG0596'NORTH OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW
 LG0596'OF POLES.  A STANDARD DISK, STAMPED X 171 1934 AND SET IN THE
 LG0596'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0672 ***********************************************************************
 LG0672  DESIGNATION -  X 172
 LG0672  PID         -  LG0672
 LG0672  STATE/COUNTY-  NE/FILLMORE
 LG0672  COUNTRY     -  US
 LG0672  USGS QUAD   -  GENEVA (2017)
 LG0672
 LG0672                         *CURRENT SURVEY CONTROL
 LG0672  ______________________________________________________________________
 LG0672* NAD 83(1986) POSITION- 40 35 49.     (N) 097 36 18.     (W)   SCALED
 LG0672* NAVD 88 ORTHO HEIGHT -   499.539 (meters)     1638.90  (feet) ADJUSTED
 LG0672  ______________________________________________________________________
 LG0672  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 LG0672  DYNAMIC HEIGHT  -        499.262 (meters)     1638.00  (feet) COMP
 LG0672  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 LG0672
 LG0672  VERT ORDER      -  SECOND    CLASS 0
 LG0672
 LG0672.The horizontal coordinates were scaled from a map and have
 LG0672.an estimated accuracy of +/- 6 seconds.
 LG0672
 LG0672.The orthometric height was determined by differential leveling and
 LG0672.adjusted by the NATIONAL GEODETIC SURVEY
 LG0672.in June 1991.
 LG0672
 LG0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0672.GEOID18 height accuracy estimate available here.
 LG0672
 LG0672.Click photographs - Photos may exist for this station.
 LG0672
 LG0672.The dynamic height is computed by dividing the NAVD 88
 LG0672.geopotential number by the normal gravity value computed on the
 LG0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0672.degrees latitude (g = 980.6199 gals.).
 LG0672
 LG0672.The modeled gravity was interpolated from observed gravity values.
 LG0672
 LG0672;                    North         East    Units  Estimated Accuracy
 LG0672;SPC NE       -    87,590.      702,660.      MT  (+/- 180 meters Scaled)
 LG0672
 LG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK180949(NAD 83)
 LG0672
 LG0672                          SUPERSEDED SURVEY CONTROL
 LG0672
 LG0672  NGVD 29 (??/??/92)  499.362  (m)         1638.32   (f) ADJ UNCH    2 0
 LG0672
 LG0672.Superseded values are not recommended for survey control.
 LG0672
 LG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0672.See file dsdata.pdf to determine how the superseded data were derived.
 LG0672
 LG0672_MARKER: DB = BENCH MARK DISK
 LG0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0672_STAMPING: X 172 1934
 LG0672_MARK LOGO: CGS
 LG0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0672+STABILITY: SURFACE MOTION
 LG0672
 LG0672  HISTORY     - Date     Condition        Report By
 LG0672  HISTORY     - 1934     MONUMENTED       CGS
 LG0672
 LG0672                          STATION DESCRIPTION
 LG0672
 LG0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0672'3.6 MI S FROM FAIRMONT.
 LG0672'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0672'RAILROAD FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, 72
 LG0672'FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET EAST OF THE
 LG0672'CENTER LINE OF THE TRACK, AND IN THE PROPERTY LINE.  SET IN
 LG0672'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0199 ***********************************************************************
 LG0199  DESIGNATION -  X 173
 LG0199  PID         -  LG0199
 LG0199  STATE/COUNTY-  NE/JOHNSON
 LG0199  COUNTRY     -  US
 LG0199  USGS QUAD   -  TECUMSEH NE (2017)
 LG0199
 LG0199                         *CURRENT SURVEY CONTROL
 LG0199  ______________________________________________________________________
 LG0199* NAD 83(1986) POSITION- 40 23 55.     (N) 096 05 07.     (W)   SCALED
 LG0199* NAVD 88 ORTHO HEIGHT -   373.975 (meters)     1226.95  (feet) ADJUSTED
 LG0199  ______________________________________________________________________
 LG0199  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 LG0199  DYNAMIC HEIGHT  -        373.772 (meters)     1226.28  (feet) COMP
 LG0199  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 LG0199
 LG0199  VERT ORDER      -  SECOND    CLASS 0
 LG0199
 LG0199.The horizontal coordinates were scaled from a map and have
 LG0199.an estimated accuracy of +/- 6 seconds.
 LG0199
 LG0199.The orthometric height was determined by differential leveling and
 LG0199.adjusted by the NATIONAL GEODETIC SURVEY
 LG0199.in June 1991.
 LG0199
 LG0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0199.GEOID18 height accuracy estimate available here.
 LG0199
 LG0199.Click photographs - Photos may exist for this station.
 LG0199
 LG0199.The dynamic height is computed by dividing the NAVD 88
 LG0199.geopotential number by the normal gravity value computed on the
 LG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0199.degrees latitude (g = 980.6199 gals.).
 LG0199
 LG0199.The modeled gravity was interpolated from observed gravity values.
 LG0199
 LG0199;                    North         East    Units  Estimated Accuracy
 LG0199;SPC NE       -    70,290.      832,180.      MT  (+/- 180 meters Scaled)
 LG0199
 LG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK473760(NAD 83)
 LG0199
 LG0199                          SUPERSEDED SURVEY CONTROL
 LG0199
 LG0199  NGVD 29 (??/??/92)  373.878  (m)         1226.63   (f) ADJ UNCH    2 0
 LG0199
 LG0199.Superseded values are not recommended for survey control.
 LG0199
 LG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0199.See file dsdata.pdf to determine how the superseded data were derived.
 LG0199
 LG0199_MARKER: DB = BENCH MARK DISK
 LG0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0199_STAMPING: X 173 1934
 LG0199_MARK LOGO: CGS
 LG0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0199+STABILITY: SURFACE MOTION
 LG0199
 LG0199  HISTORY     - Date     Condition        Report By
 LG0199  HISTORY     - 1934     MONUMENTED       CGS
 LG0199  HISTORY     - 1980     GOOD             LOCSUR
 LG0199
 LG0199                          STATION DESCRIPTION
 LG0199
 LG0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0199'AT GRAF.
 LG0199'AT GRAF, JOHNSON COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 LG0199'RAILROAD STATION, 11 RAILS EAST OF MILEPOST 53, AT A ROAD
 LG0199'CROSSING, 60 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 LG0199'AND 30 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD.  A STANDARD
 LG0199'DISK, STAMPED X 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0199
 LG0199                          STATION RECOVERY (1980)
 LG0199
 LG0199'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LG0199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0355 ***********************************************************************
 LG0355  DESIGNATION -  X 174
 LG0355  PID         -  LG0355
 LG0355  STATE/COUNTY-  NE/LANCASTER
 LG0355  COUNTRY     -  US
 LG0355  USGS QUAD   -  CORTLAND (2017)
 LG0355
 LG0355                         *CURRENT SURVEY CONTROL
 LG0355  ______________________________________________________________________
 LG0355* NAD 83(1986) POSITION- 40 34 00.     (N) 096 42 22.     (W)   SCALED
 LG0355* NAVD 88 ORTHO HEIGHT -   433.300 (meters)     1421.59  (feet) ADJUSTED
 LG0355  ______________________________________________________________________
 LG0355  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 LG0355  DYNAMIC HEIGHT  -        433.099 (meters)     1420.93  (feet) COMP
 LG0355  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 LG0355
 LG0355  VERT ORDER      -  SECOND    CLASS 0
 LG0355
 LG0355.The horizontal coordinates were scaled from a map and have
 LG0355.an estimated accuracy of +/- 6 seconds.
 LG0355
 LG0355.The orthometric height was determined by differential leveling and
 LG0355.adjusted by the NATIONAL GEODETIC SURVEY
 LG0355.in June 1991.
 LG0355
 LG0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0355.GEOID18 height accuracy estimate available here.
 LG0355
 LG0355.Click photographs - Photos may exist for this station.
 LG0355
 LG0355.The dynamic height is computed by dividing the NAVD 88
 LG0355.geopotential number by the normal gravity value computed on the
 LG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0355.degrees latitude (g = 980.6199 gals.).
 LG0355
 LG0355.The modeled gravity was interpolated from observed gravity values.
 LG0355
 LG0355;                    North         East    Units  Estimated Accuracy
 LG0355;SPC NE       -    86,730.      778,810.      MT  (+/- 180 meters Scaled)
 LG0355
 LG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK941931(NAD 83)
 LG0355
 LG0355                          SUPERSEDED SURVEY CONTROL
 LG0355
 LG0355  NGVD 29 (??/??/92)  433.203  (m)         1421.27   (f) ADJ UNCH    2 0
 LG0355
 LG0355.Superseded values are not recommended for survey control.
 LG0355
 LG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0355.See file dsdata.pdf to determine how the superseded data were derived.
 LG0355
 LG0355_MARKER: DB = BENCH MARK DISK
 LG0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0355_SP_SET: CULVERT HEADWALL
 LG0355_STAMPING: X 174 1934
 LG0355_MARK LOGO: CGS
 LG0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0355+STABILITY: SURFACE MOTION
 LG0355
 LG0355  HISTORY     - Date     Condition        Report By
 LG0355  HISTORY     - 1934     MONUMENTED       CGS
 LG0355  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0355
 LG0355                          STATION DESCRIPTION
 LG0355
 LG0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0355'AT PRINCETON.
 LG0355'AT PRINCETON, LANCASTER COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0355'OPPOSITE RAILROAD BRIDGE 75.30, AT A CONCRETE CULVERT UNDER
 LG0355'U.S. HIGHWAY 77, AND IN THE TOP OF THE NORTH HEADWALL.  A
 LG0355'STANDARD DISK, STAMPED X 174 1934.
 LG0355
 LG0355                          STATION RECOVERY (1964)
 LG0355
 LG0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0660 ***********************************************************************
 LF0660  DESIGNATION -  X 175
 LF0660  PID         -  LF0660
 LF0660  STATE/COUNTY-  NE/NEMAHA
 LF0660  COUNTRY     -  US
 LF0660  USGS QUAD   -  AUBURN (2017)
 LF0660
 LF0660                         *CURRENT SURVEY CONTROL
 LF0660  ______________________________________________________________________
 LF0660* NAD 83(1986) POSITION- 40 22 38.     (N) 095 51 27.     (W)   SCALED
 LF0660* NAVD 88 ORTHO HEIGHT -   319.722 (meters)     1048.95  (feet) ADJUSTED
 LF0660  ______________________________________________________________________
 LF0660  GEOID HEIGHT    -        -29.487 (meters)                     GEOID18
 LF0660  DYNAMIC HEIGHT  -        319.550 (meters)     1048.39  (feet) COMP
 LF0660  MODELED GRAVITY -    980,079.8   (mgal)                       NAVD 88
 LF0660
 LF0660  VERT ORDER      -  SECOND    CLASS 0
 LF0660
 LF0660.The horizontal coordinates were scaled from a map and have
 LF0660.an estimated accuracy of +/- 6 seconds.
 LF0660
 LF0660.The orthometric height was determined by differential leveling and
 LF0660.adjusted by the NATIONAL GEODETIC SURVEY
 LF0660.in June 1991.
 LF0660
 LF0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0660.GEOID18 height accuracy estimate available here.
 LF0660
 LF0660.Click photographs - Photos may exist for this station.
 LF0660
 LF0660.The dynamic height is computed by dividing the NAVD 88
 LF0660.geopotential number by the normal gravity value computed on the
 LF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0660.degrees latitude (g = 980.6199 gals.).
 LF0660
 LF0660.The modeled gravity was interpolated from observed gravity values.
 LF0660
 LF0660;                    North         East    Units  Estimated Accuracy
 LF0660;SPC NE       -    68,810.      851,600.      MT  (+/- 180 meters Scaled)
 LF0660
 LF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE574735(NAD 83)
 LF0660
 LF0660                          SUPERSEDED SURVEY CONTROL
 LF0660
 LF0660  NGVD 29 (??/??/92)  319.631  (m)         1048.66   (f) ADJ UNCH    2 0
 LF0660
 LF0660.Superseded values are not recommended for survey control.
 LF0660
 LF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0660.See file dsdata.pdf to determine how the superseded data were derived.
 LF0660
 LF0660_MARKER: DB = BENCH MARK DISK
 LF0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0660_STAMPING: X 175 1934
 LF0660_MARK LOGO: CGS
 LF0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0660+STABILITY: SURFACE MOTION
 LF0660
 LF0660  HISTORY     - Date     Condition        Report By
 LF0660  HISTORY     - 1934     MONUMENTED       CGS
 LF0660  HISTORY     - 1954     GOOD             CGS
 LF0660  HISTORY     - 20100209 MARK NOT FOUND   NEGS
 LF0660
 LF0660                          STATION DESCRIPTION
 LF0660
 LF0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0660'0.5 MI W FROM AUBURN.
 LF0660'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0660'FROM THE WATER TOWER AT AUBURN, 180 FEET EAST OF A SWITCH
 LF0660'AND SIDING FOR A ROCK PIT, AT A ROAD CROSSING, 48 FEET EAST
 LF0660'OF THE CENTERLINE OF THE ROAD, AND 39 FEET NORTH OF THE CENTERLINE
 LF0660'OF THE TRACK.  A STANDARD DISK, STAMPED X 175 1934 AND SET IN
 LF0660'THE TOP OF A CONCRETE POST.
 LF0660
 LF0660                          STATION RECOVERY (2010)
 LF0660
 LF0660'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0660'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0196 ***********************************************************************
 LG0196  DESIGNATION -  X 176
 LG0196  PID         -  LG0196
 LG0196  STATE/COUNTY-  NE/JOHNSON
 LG0196  COUNTRY     -  US
 LG0196  USGS QUAD   -  TECUMSEH NW (2017)
 LG0196
 LG0196                         *CURRENT SURVEY CONTROL
 LG0196  ______________________________________________________________________
 LG0196* NAD 83(1986) POSITION- 40 23 21.     (N) 096 08 30.     (W)   SCALED
 LG0196* NAVD 88 ORTHO HEIGHT -   368.646 (meters)     1209.47  (feet) ADJUSTED
 LG0196  ______________________________________________________________________
 LG0196  GEOID HEIGHT    -        -28.531 (meters)                     GEOID18
 LG0196  DYNAMIC HEIGHT  -        368.445 (meters)     1208.81  (feet) COMP
 LG0196  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 LG0196
 LG0196  VERT ORDER      -  SECOND    CLASS 0
 LG0196
 LG0196.The horizontal coordinates were scaled from a map and have
 LG0196.an estimated accuracy of +/- 6 seconds.
 LG0196
 LG0196.The orthometric height was determined by differential leveling and
 LG0196.adjusted by the NATIONAL GEODETIC SURVEY
 LG0196.in June 1991.
 LG0196
 LG0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0196.GEOID18 height accuracy estimate available here.
 LG0196
 LG0196.Click photographs - Photos may exist for this station.
 LG0196
 LG0196.The dynamic height is computed by dividing the NAVD 88
 LG0196.geopotential number by the normal gravity value computed on the
 LG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0196.degrees latitude (g = 980.6199 gals.).
 LG0196
 LG0196.The modeled gravity was interpolated from observed gravity values.
 LG0196
 LG0196;                    North         East    Units  Estimated Accuracy
 LG0196;SPC NE       -    69,020.      827,440.      MT  (+/- 180 meters Scaled)
 LG0196
 LG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK426748(NAD 83)
 LG0196
 LG0196                          SUPERSEDED SURVEY CONTROL
 LG0196
 LG0196  NGVD 29 (??/??/92)  368.548  (m)         1209.14   (f) ADJ UNCH    2 0
 LG0196
 LG0196.Superseded values are not recommended for survey control.
 LG0196
 LG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0196.See file dsdata.pdf to determine how the superseded data were derived.
 LG0196
 LG0196_MARKER: DB = BENCH MARK DISK
 LG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0196_STAMPING: X 176 1934
 LG0196_MARK LOGO: CGS
 LG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0196+STABILITY: SURFACE MOTION
 LG0196
 LG0196  HISTORY     - Date     Condition        Report By
 LG0196  HISTORY     - 1934     MONUMENTED       CGS
 LG0196  HISTORY     - 1965     MARK NOT FOUND   CGS
 LG0196
 LG0196                          STATION DESCRIPTION
 LG0196
 LG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0196'3.5 MI SW FROM GRAF.
 LG0196'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0196'RAILROAD FROM THE STATION AT GRAF, JOHNSON COUNTY, AT A ROAD
 LG0196'CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30
 LG0196'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LG0196'STAMPED X 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0196
 LG0196                          STATION RECOVERY (1965)
 LG0196
 LG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LG0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0516 ***********************************************************************
 LF0516  DESIGNATION -  X 177
 LF0516  PID         -  LF0516
 LF0516  STATE/COUNTY-  NE/RICHARDSON
 LF0516  COUNTRY     -  US
 LF0516  USGS QUAD   -  VERDON (2017)
 LF0516
 LF0516                         *CURRENT SURVEY CONTROL
 LF0516  ______________________________________________________________________
 LF0516* NAD 83(1986) POSITION- 40 08 42.     (N) 095 42 44.     (W)   SCALED
 LF0516* NAVD 88 ORTHO HEIGHT -   283.330 (meters)      929.56  (feet) ADJUSTED
 LF0516  ______________________________________________________________________
 LF0516  GEOID HEIGHT    -        -30.167 (meters)                     GEOID18
 LF0516  DYNAMIC HEIGHT  -        283.173 (meters)      929.04  (feet) COMP
 LF0516  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 LF0516
 LF0516  VERT ORDER      -  SECOND    CLASS 0
 LF0516
 LF0516.The horizontal coordinates were scaled from a map and have
 LF0516.an estimated accuracy of +/- 6 seconds.
 LF0516
 LF0516.The orthometric height was determined by differential leveling and
 LF0516.adjusted by the NATIONAL GEODETIC SURVEY
 LF0516.in June 1991.
 LF0516
 LF0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0516.GEOID18 height accuracy estimate available here.
 LF0516
 LF0516.Click photographs - Photos may exist for this station.
 LF0516
 LF0516.The dynamic height is computed by dividing the NAVD 88
 LF0516.geopotential number by the normal gravity value computed on the
 LF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0516.degrees latitude (g = 980.6199 gals.).
 LF0516
 LF0516.The modeled gravity was interpolated from observed gravity values.
 LF0516
 LF0516;                    North         East    Units  Estimated Accuracy
 LF0516;SPC NE       -    43,660.      865,200.      MT  (+/- 180 meters Scaled)
 LF0516
 LF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE689473(NAD 83)
 LF0516
 LF0516                          SUPERSEDED SURVEY CONTROL
 LF0516
 LF0516  NGVD 29 (??/??/92)  283.266  (m)          929.35   (f) ADJ UNCH    2 0
 LF0516
 LF0516.Superseded values are not recommended for survey control.
 LF0516
 LF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0516.See file dsdata.pdf to determine how the superseded data were derived.
 LF0516
 LF0516_MARKER: DB = BENCH MARK DISK
 LF0516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0516_SP_SET: CULVERT HEADWALL
 LF0516_STAMPING: X 177 1934
 LF0516_MARK LOGO: CGS
 LF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0516+STABILITY: SURFACE MOTION
 LF0516
 LF0516  HISTORY     - Date     Condition        Report By
 LF0516  HISTORY     - 1934     MONUMENTED       CGS
 LF0516  HISTORY     - 1947     GOOD             CGS
 LF0516
 LF0516                          STATION DESCRIPTION
 LF0516
 LF0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0516'AT VERDON.
 LF0516'AT VERDON, ALONG THE MISSOURI PACIFIC RAILROAD AND ABOUT 0.1 MILE
 LF0516'SOUTHEAST OF THE STATION, 193.0 FEET SOUTHEAST OF A POINT AT THE
 LF0516'CENTER LINE OF THE MAIN TRACK AND DIRECTLY UNDER THE CENTER OF
 LF0516'AN OVERPASS FOR U.S. HIGHWAY NO. 73, DIRECTLY ACROSS THE TRACK
 LF0516'FROM TELEPHONE POLE NO. 394/20, 23.3 FEET SOUTHWEST OF THE
 LF0516'SOUTHWEST RAIL OF THE MAIN TRACK, SET IN THE CENTER AND TOP OF
 LF0516'THE SOUTHWEST HEAD WALL OF A 5X9 FOOT CONCRETE CULVERT UNDER THE
 LF0516'TRACK AND ABOUT 1 FOOT BELOW THE BASE OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0517 ***********************************************************************
 LF0517  DESIGNATION -  X 177 RESET
 LF0517  PID         -  LF0517
 LF0517  STATE/COUNTY-  NE/RICHARDSON
 LF0517  COUNTRY     -  US
 LF0517  USGS QUAD   -  VERDON (2017)
 LF0517
 LF0517                         *CURRENT SURVEY CONTROL
 LF0517  ______________________________________________________________________
 LF0517* NAD 83(1986) POSITION- 40 08 42.     (N) 095 42 44.     (W)   SCALED
 LF0517* NAVD 88 ORTHO HEIGHT -   283.82  (+/-2cm)      931.2   (feet) VERTCON
 LF0517  ______________________________________________________________________
 LF0517  GEOID HEIGHT    -        -30.167 (meters)                     GEOID18
 LF0517  VERT ORDER      -  THIRD (See Below)
 LF0517
 LF0517.The horizontal coordinates were scaled from a map and have
 LF0517.an estimated accuracy of +/- 6 seconds.
 LF0517
 LF0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0517
 LF0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0517.GEOID18 height accuracy estimate available here.
 LF0517
 LF0517.The vertical order pertains to the NGVD 29 superseded value.
 LF0517
 LF0517.Click photographs - Photos may exist for this station.
 LF0517
 LF0517;                    North         East    Units  Estimated Accuracy
 LF0517;SPC NE       -    43,660.      865,200.      MT  (+/- 180 meters Scaled)
 LF0517
 LF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE689473(NAD 83)
 LF0517
 LF0517                          SUPERSEDED SURVEY CONTROL
 LF0517
 LF0517  NGVD 29 (01/31/13)  283.75   (m)          930.9    (f) RESET       3  
 LF0517
 LF0517.Superseded values are not recommended for survey control.
 LF0517
 LF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0517.See file dsdata.pdf to determine how the superseded data were derived.
 LF0517
 LF0517_MARKER: DV = VERTICAL CONTROL DISK
 LF0517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0517_SP_SET: CULVERT HEADWALL
 LF0517_STAMPING: X 177 RESET 1975
 LF0517_MARK LOGO: NGS
 LF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0517+STABILITY: SURFACE MOTION
 LF0517
 LF0517  HISTORY     - Date     Condition        Report By
 LF0517  HISTORY     - 1975     MONUMENTED       NGS
 LF0517  HISTORY     - 1980     GOOD             LOCSUR
 LF0517  HISTORY     - 20050728 MARK NOT FOUND   NEDR
 LF0517
 LF0517                          STATION DESCRIPTION
 LF0517
 LF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0517'AT VERDON.
 LF0517'AT THE SOUTHWEST CORNER OF VERDON, ON THE NORTH SIDE OF THE
 LF0517'HIGHWAY OVERPASS, 82 FEET EAST OF THE EAST RAIL OF THE MAIN
 LF0517'RAILROAD TRACKS, 72 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LF0517'CONCRETE FOOTING OF THE EAST STORAGE TANK FOR PROPANE GAS.  A
 LF0517'STANDARD DISK STAMPED X 177 RESET 1975, CEMENTED IN A DRILL
 LF0517'HOLE IN THE TOP CENTER OF A CONCRETE CULVERT HEADWALL UNDER A
 LF0517'GRAVELED ROAD.
 LF0517
 LF0517                          STATION RECOVERY (1980)
 LF0517
 LF0517'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0517'RECOVERED IN GOOD CONDITION.
 LF0517
 LF0517                          STATION RECOVERY (2005)
 LF0517
 LF0517'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (BW)
 LF0517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0116 ***********************************************************************
 NO0116  DESIGNATION -  X 18
 NO0116  PID         -  NO0116
 NO0116  STATE/COUNTY-  NE/CHERRY
 NO0116  COUNTRY     -  US
 NO0116  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0116
 NO0116                         *CURRENT SURVEY CONTROL
 NO0116  ______________________________________________________________________
 NO0116* NAD 83(1986) POSITION- 42 50 42.28   (N) 100 31 29.33   (W)   HD_HELD1
 NO0116* NAVD 88 ORTHO HEIGHT -   771.044 (meters)     2529.67  (feet) ADJUSTED
 NO0116  ______________________________________________________________________
 NO0116  GEOID HEIGHT    -        -21.873 (meters)                     GEOID18
 NO0116  DYNAMIC HEIGHT  -        770.735 (meters)     2528.65  (feet) COMP
 NO0116  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 NO0116
 NO0116  VERT ORDER      -  FIRST     CLASS II
 NO0116
 NO0116.The horizontal coordinates were determined by differentially corrected
 NO0116.hand held GPS observations or other comparable positioning techniques
 NO0116.and have an estimated accuracy of +/- 3 meters.
 NO0116
 NO0116.The orthometric height was determined by differential leveling and
 NO0116.adjusted by the NATIONAL GEODETIC SURVEY
 NO0116.in June 1994.
 NO0116
 NO0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0116.GEOID18 height accuracy estimate available here.
 NO0116
 NO0116.Click photographs - Photos may exist for this station.
 NO0116
 NO0116.The dynamic height is computed by dividing the NAVD 88
 NO0116.geopotential number by the normal gravity value computed on the
 NO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0116.degrees latitude (g = 980.6199 gals.).
 NO0116
 NO0116.The modeled gravity was interpolated from observed gravity values.
 NO0116
 NO0116;                    North         East    Units  Estimated Accuracy
 NO0116;SPC NE       -   334,541.5     457,102.0     MT  (+/- 3 meters HH1 GPS) 
 NO0116
 NO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7540244738(NAD 83)
 NO0116
 NO0116                          SUPERSEDED SURVEY CONTROL
 NO0116
 NO0116  NAVD 88 (06/15/91)  771.033  (m)         2529.63   (f) SUPERSEDED  1 2
 NO0116  NGVD 29 (02/14/92)  770.751  (m)         2528.71   (f) ADJUSTED    1 2
 NO0116  NGVD 29 (??/??/87)  770.751  (m)         2528.71   (f) SUPERSEDED  1 2
 NO0116
 NO0116.Superseded values are not recommended for survey control.
 NO0116
 NO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0116.See file dsdata.pdf to determine how the superseded data were derived.
 NO0116
 NO0116_MARKER: DB = BENCH MARK DISK
 NO0116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NO0116_SP_SET: ABUTMENT
 NO0116_STAMPING: X 18 1933 2528.706
 NO0116_MARK LOGO: CGS
 NO0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0116+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2013
 NO0116
 NO0116  HISTORY     - Date     Condition        Report By
 NO0116  HISTORY     - 1933     MONUMENTED       CGS
 NO0116  HISTORY     - 1946     GOOD             CGS
 NO0116  HISTORY     - 19910803 GOOD             NGS
 NO0116  HISTORY     - 20130615 GOOD             GEOCAC
 NO0116
 NO0116                          STATION DESCRIPTION
 NO0116
 NO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0116'2.3 MI SE FROM VALENTINE.
 NO0116'2.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0116'FROM THE STATION AT VALENTINE, CHERRY COUNTY, AT BRIDGE 478
 NO0116'OVER NIOBRARA RIVER, AND IN THE TOP OF THE WEST END OF THE
 NO0116'NORTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 2528.706
 NO0116'X 18 1933.
 NO0116
 NO0116                          STATION RECOVERY (1946)
 NO0116
 NO0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NO0116'RECOVERED IN GOOD CONDITION.
 NO0116
 NO0116                          STATION RECOVERY (1991)
 NO0116
 NO0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0116'4.0 KM (2.50 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN
 NO0116'RAILROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 (MAIN STREET) IN
 NO0116'VALENTINE, 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 NO0116'NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE
 NO0116'NIOBRARA RIVER, 2.4 M (7.9 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.1 M
 NO0116'(0.3 FT) BELOW THE LEVEL OF THE TRACK.
 NO0116
 NO0116                          STATION RECOVERY (2013)
 NO0116
 NO0116'RECOVERY NOTE BY GEOCACHING 2013 (JMJ)
 NO0116'THE RAILWAY HAS BEEN CONVERTED INTO A WALKING/BIKING TRAIL KNOWN AS
 NO0116'THE COWBOY TRAIL. BENCHMARK IS ABOUT 8.4 FEET SOUTHWEST OF THE
 NO0116'CENTERLINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0283 ***********************************************************************
 NN0283  DESIGNATION -  X 19
 NN0283  PID         -  NN0283
 NN0283  STATE/COUNTY-  NE/BOYD
 NN0283  COUNTRY     -  US
 NN0283  USGS QUAD   -  BUTTE (2017)
 NN0283
 NN0283                         *CURRENT SURVEY CONTROL
 NN0283  ______________________________________________________________________
 NN0283* NAD 83(1986) POSITION- 42 54 41.     (N) 098 50 55.     (W)   SCALED
 NN0283* NAVD 88 ORTHO HEIGHT -   552.083 (meters)     1811.29  (feet) ADJUSTED
 NN0283  ______________________________________________________________________
 NN0283  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 NN0283  DYNAMIC HEIGHT  -        551.882 (meters)     1810.63  (feet) COMP
 NN0283  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 NN0283
 NN0283  VERT ORDER      -  FIRST     CLASS II
 NN0283
 NN0283.The horizontal coordinates were scaled from a map and have
 NN0283.an estimated accuracy of +/- 6 seconds.
 NN0283
 NN0283.The orthometric height was determined by differential leveling and
 NN0283.adjusted by the NATIONAL GEODETIC SURVEY
 NN0283.in June 1991.
 NN0283
 NN0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0283.GEOID18 height accuracy estimate available here.
 NN0283
 NN0283.Click photographs - Photos may exist for this station.
 NN0283
 NN0283.The dynamic height is computed by dividing the NAVD 88
 NN0283.geopotential number by the normal gravity value computed on the
 NN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0283.degrees latitude (g = 980.6199 gals.).
 NN0283
 NN0283.The modeled gravity was interpolated from observed gravity values.
 NN0283
 NN0283;                    North         East    Units  Estimated Accuracy
 NN0283;SPC NE       -   342,400.      594,010.      MT  (+/- 180 meters Scaled)
 NN0283
 NN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN123509(NAD 83)
 NN0283
 NN0283                          SUPERSEDED SURVEY CONTROL
 NN0283
 NN0283  NGVD 29 (??/??/92)  551.785  (m)         1810.31   (f) ADJ UNCH    1 2
 NN0283
 NN0283.Superseded values are not recommended for survey control.
 NN0283
 NN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0283.See file dsdata.pdf to determine how the superseded data were derived.
 NN0283
 NN0283_MARKER: DB = BENCH MARK DISK
 NN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0283_STAMPING: 1810.315 X 19 1933
 NN0283_MARK LOGO: CGS
 NN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0283+STABILITY: SURFACE MOTION
 NN0283
 NN0283  HISTORY     - Date     Condition        Report By
 NN0283  HISTORY     - 1933     MONUMENTED       CGS
 NN0283
 NN0283                          STATION DESCRIPTION
 NN0283
 NN0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0283'AT BUTTE.
 NN0283'AT BUTTE, BOYD COUNTY, ONE BLOCK EAST OF THE COUNTY COURTHOUSE,
 NN0283'AT THE PUBLIC SCHOOL, 17 YARDS NORTH OF THE SCHOOL BUILDING,
 NN0283'IN THE FRONT YARD, 2 YARDS WEST OF A WALK, AND 1 FOOT NORTH
 NN0283'OF A CONCRETE WALK.  A STANDARD DISK, STAMPED 1810.315 X 19 1933
 NN0283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 NN0283'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0485 ***********************************************************************
 NN0485  DESIGNATION -  X 2
 NN0485  PID         -  NN0485
 NN0485  STATE/COUNTY-  NE/ROCK
 NN0485  COUNTRY     -  US
 NN0485  USGS QUAD   -  BASSETT (2017)
 NN0485
 NN0485                         *CURRENT SURVEY CONTROL
 NN0485  ______________________________________________________________________
 NN0485* NAD 83(1986) POSITION- 42 35 12.     (N) 099 32 22.     (W)   SCALED
 NN0485* NAVD 88 ORTHO HEIGHT -   709.253 (meters)     2326.94  (feet) ADJUSTED
 NN0485  ______________________________________________________________________
 NN0485  GEOID HEIGHT    -        -23.269 (meters)                     GEOID18
 NN0485  DYNAMIC HEIGHT  -        708.965 (meters)     2326.00  (feet) COMP
 NN0485  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 NN0485
 NN0485  VERT ORDER      -  FIRST     CLASS II
 NN0485
 NN0485.The horizontal coordinates were scaled from a map and have
 NN0485.an estimated accuracy of +/- 6 seconds.
 NN0485
 NN0485.The orthometric height was determined by differential leveling and
 NN0485.adjusted by the NATIONAL GEODETIC SURVEY
 NN0485.in June 1991.
 NN0485
 NN0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0485.GEOID18 height accuracy estimate available here.
 NN0485
 NN0485.Click photographs - Photos may exist for this station.
 NN0485
 NN0485.The dynamic height is computed by dividing the NAVD 88
 NN0485.geopotential number by the normal gravity value computed on the
 NN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0485.degrees latitude (g = 980.6199 gals.).
 NN0485
 NN0485.The modeled gravity was interpolated from observed gravity values.
 NN0485
 NN0485;                    North         East    Units  Estimated Accuracy
 NN0485;SPC NE       -   305,810.      537,800.      MT  (+/- 180 meters Scaled)
 NN0485
 NN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557150(NAD 83)
 NN0485
 NN0485                          SUPERSEDED SURVEY CONTROL
 NN0485
 NN0485  NGVD 29 (??/??/92)  709.006  (m)         2326.13   (f) ADJ UNCH    1 2
 NN0485
 NN0485.Superseded values are not recommended for survey control.
 NN0485
 NN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0485.See file dsdata.pdf to determine how the superseded data were derived.
 NN0485
 NN0485_MARKER: Q = CHISELED SQUARE
 NN0485_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0485
 NN0485  HISTORY     - Date     Condition        Report By
 NN0485  HISTORY     - 1901     MONUMENTED       CGS
 NN0485  HISTORY     - 1946     POOR             CGS
 NN0485  HISTORY     - 19971128 MARK NOT FOUND   LOCSUR
 NN0485
 NN0485                          STATION DESCRIPTION
 NN0485
 NN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0485'AT BASSETT.
 NN0485'AT BASSETT, ROCK COUNTY, AT THE NORTHWEST CORNER OF THE SMALL
 NN0485'PARK EAST OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 22
 NN0485'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 13.8 FEET EAST
 NN0485'OF THE NORTHEAST CORNER OF THE STATION, IN LINE WITH THE NORTH
 NN0485'FACE, AND 4 FEET INSIDE THE NORTH AND WEST FENCES OF THE PARK.
 NN0485'THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 NN0485'IN THE TOP OF A LIMESTONE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0485'NOTE-- THE TOP OF THE STONE POST HAS BEEN DEFACED WITH A SHARP
 NN0485'INSTRUMENT.  HOWEVER, THE SQUARE HOLE HAS NOT BEEN DESTROYED.
 NN0485'THE POST IS FIRM AND PROJECTS ABOUT 6 INCHES OUT OF THE GROUND.
 NN0485
 NN0485                          STATION RECOVERY (1997)
 NN0485
 NN0485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0485'STATION WAS NOT FOUND.  THE PARK, RAILROAD STATION, AND RAILROAD TRACK
 NN0485'AS DESCRIBED IN THE STATION RECOVERY REPORT OF 1946 NO LONGER EXIST.
 NN0485'SIN THIS REPORT STATED THE THE MONUMENT PROJECTED 6 INCHES OUT OF THE
 NN0485'GROUND, IT WAS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0122 ***********************************************************************
 NO0122  DESIGNATION -  X 20
 NO0122  PID         -  NO0122
 NO0122  STATE/COUNTY-  NE/CHERRY
 NO0122  COUNTRY     -  US
 NO0122  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0122
 NO0122                         *CURRENT SURVEY CONTROL
 NO0122  ______________________________________________________________________
 NO0122* NAD 83(1986) POSITION- 42 52 56.26   (N) 100 30 57.13   (W)   HD_HELD1
 NO0122* NAVD 88 ORTHO HEIGHT -   779.896 (meters)     2558.71  (feet) ADJUSTED
 NO0122  ______________________________________________________________________
 NO0122  GEOID HEIGHT    -        -21.991 (meters)                     GEOID18
 NO0122  DYNAMIC HEIGHT  -        779.587 (meters)     2557.70  (feet) COMP
 NO0122  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 NO0122
 NO0122  VERT ORDER      -  FIRST     CLASS II
 NO0122
 NO0122.The horizontal coordinates were determined by differentially corrected
 NO0122.hand held GPS observations or other comparable positioning techniques
 NO0122.and have an estimated accuracy of +/- 3 meters.
 NO0122
 NO0122.The orthometric height was determined by differential leveling and
 NO0122.adjusted by the NATIONAL GEODETIC SURVEY
 NO0122.in June 1991.
 NO0122
 NO0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0122.GEOID18 height accuracy estimate available here.
 NO0122
 NO0122.Click photographs - Photos may exist for this station.
 NO0122
 NO0122.The dynamic height is computed by dividing the NAVD 88
 NO0122.geopotential number by the normal gravity value computed on the
 NO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0122.degrees latitude (g = 980.6199 gals.).
 NO0122
 NO0122.The modeled gravity was interpolated from observed gravity values.
 NO0122
 NO0122;                    North         East    Units  Estimated Accuracy
 NO0122;SPC NE       -   338,671.2     457,857.7     MT  (+/- 3 meters HH1 GPS) 
 NO0122
 NO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7620748858(NAD 83)
 NO0122
 NO0122                          SUPERSEDED SURVEY CONTROL
 NO0122
 NO0122  NGVD 29 (??/??/92)  779.613  (m)         2557.78   (f) ADJ UNCH    1 2
 NO0122
 NO0122.Superseded values are not recommended for survey control.
 NO0122
 NO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0122.See file dsdata.pdf to determine how the superseded data were derived.
 NO0122
 NO0122_MARKER: DB = BENCH MARK DISK
 NO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0122_STAMPING: X 20 1933 2557.780
 NO0122_MARK LOGO: CGS
 NO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0122+STABILITY: SURFACE MOTION
 NO0122
 NO0122  HISTORY     - Date     Condition        Report By
 NO0122  HISTORY     - 1933     MONUMENTED       CGS
 NO0122  HISTORY     - 1957     GOOD             CGS
 NO0122
 NO0122                          STATION DESCRIPTION
 NO0122
 NO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0122'2 MI E FROM VALENTINE.
 NO0122'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 NO0122'AT VALENTINE, IN SECTION 29, T. 34 N., R. 27 W., 33 FEET NORTH
 NO0122'OF THE CENTER LINE OF THE HIGHWAY, 257 FEET EAST OF THE NORTH
 NO0122'END OF A CULVERT UNDER THE HIGHWAY, 2 1/2 FEET NORTH OF THE
 NO0122'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND IN
 NO0122'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0058 ***********************************************************************
 LJ0058  DESIGNATION -  X 200
 LJ0058  PID         -  LJ0058
 LJ0058  STATE/COUNTY-  NE/RED WILLOW
 LJ0058  COUNTRY     -  US
 LJ0058  USGS QUAD   -  DANBURY (2017)
 LJ0058
 LJ0058                         *CURRENT SURVEY CONTROL
 LJ0058  ______________________________________________________________________
 LJ0058* NAD 83(1986) POSITION- 40 03 02.     (N) 100 22 51.     (W)   SCALED
 LJ0058* NAVD 88 ORTHO HEIGHT -   744.060 (meters)     2441.14  (feet) ADJUSTED
 LJ0058  ______________________________________________________________________
 LJ0058  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 LJ0058  DYNAMIC HEIGHT  -        743.555 (meters)     2439.48  (feet) COMP
 LJ0058  MODELED GRAVITY -    979,922.0   (mgal)                       NAVD 88
 LJ0058
 LJ0058  VERT ORDER      -  SECOND    CLASS 0
 LJ0058
 LJ0058.The horizontal coordinates were scaled from a map and have
 LJ0058.an estimated accuracy of +/- 6 seconds.
 LJ0058
 LJ0058.The orthometric height was determined by differential leveling and
 LJ0058.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0058.in June 1991.
 LJ0058
 LJ0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0058.GEOID18 height accuracy estimate available here.
 LJ0058
 LJ0058.Click photographs - Photos may exist for this station.
 LJ0058
 LJ0058.The dynamic height is computed by dividing the NAVD 88
 LJ0058.geopotential number by the normal gravity value computed on the
 LJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0058.degrees latitude (g = 980.6199 gals.).
 LJ0058
 LJ0058.The modeled gravity was interpolated from observed gravity values.
 LJ0058
 LJ0058;                    North         East    Units  Estimated Accuracy
 LJ0058;SPC NE       -    24,190.      467,500.      MT  (+/- 180 meters Scaled)
 LJ0058
 LJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK822342(NAD 83)
 LJ0058
 LJ0058                          SUPERSEDED SURVEY CONTROL
 LJ0058
 LJ0058  NGVD 29 (??/??/92)  743.759  (m)         2440.15   (f) ADJ UNCH    2 0
 LJ0058
 LJ0058.Superseded values are not recommended for survey control.
 LJ0058
 LJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0058.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0058
 LJ0058_MARKER: DB = BENCH MARK DISK
 LJ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0058_STAMPING: X 200 1934
 LJ0058_MARK LOGO: CGS
 LJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0058+STABILITY: SURFACE MOTION
 LJ0058
 LJ0058  HISTORY     - Date     Condition        Report By
 LJ0058  HISTORY     - 1934     MONUMENTED       CGS
 LJ0058  HISTORY     - 1950     MARK NOT FOUND   CGS
 LJ0058
 LJ0058                          STATION DESCRIPTION
 LJ0058
 LJ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0058'5.4 MI W FROM LEBANON.
 LJ0058'5.4 MILES WEST OF BURLINGTON STATION AT LEBANON 60 FEET WEST
 LJ0058'OF TRESTLE AT MILEAGE 51.32, 18 FEET SOUTH OF CENTERLINE OF
 LJ0058'C.B. AND Q. RR. TRACK AND 20 FEET EAST OF CROSSING 2 FEET
 LJ0058'SOUTHWEST OF A SHORT TELEPHONE POLE.
 LJ0058
 LJ0058                          STATION RECOVERY (1950)
 LJ0058
 LJ0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LJ0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0853 ***********************************************************************
 ML0853  DESIGNATION -  X 206
 ML0853  PID         -  ML0853
 ML0853  STATE/COUNTY-  NE/CUSTER
 ML0853  COUNTRY     -  US
 ML0853  USGS QUAD   -  ANSELMO NW (2017)
 ML0853
 ML0853                         *CURRENT SURVEY CONTROL
 ML0853  ______________________________________________________________________
 ML0853* NAD 83(1986) POSITION- 41 39 40.     (N) 099 54 48.     (W)   SCALED
 ML0853* NAVD 88 ORTHO HEIGHT -   809.845 (meters)     2656.97  (feet) ADJUSTED
 ML0853  ______________________________________________________________________
 ML0853  GEOID HEIGHT    -        -22.319 (meters)                     GEOID18
 ML0853  DYNAMIC HEIGHT  -        809.429 (meters)     2655.60  (feet) COMP
 ML0853  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 ML0853
 ML0853  VERT ORDER      -  SECOND    CLASS 0
 ML0853
 ML0853.The horizontal coordinates were scaled from a map and have
 ML0853.an estimated accuracy of +/- 6 seconds.
 ML0853
 ML0853.The orthometric height was determined by differential leveling and
 ML0853.adjusted by the NATIONAL GEODETIC SURVEY
 ML0853.in June 1991.
 ML0853
 ML0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0853.GEOID18 height accuracy estimate available here.
 ML0853
 ML0853.Click photographs - Photos may exist for this station.
 ML0853
 ML0853.The dynamic height is computed by dividing the NAVD 88
 ML0853.geopotential number by the normal gravity value computed on the
 ML0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0853.degrees latitude (g = 980.6199 gals.).
 ML0853
 ML0853.The modeled gravity was interpolated from observed gravity values.
 ML0853
 ML0853;                    North         East    Units  Estimated Accuracy
 ML0853;SPC NE       -   202,930.      507,220.      MT  (+/- 180 meters Scaled)
 ML0853
 ML0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM239125(NAD 83)
 ML0853
 ML0853                          SUPERSEDED SURVEY CONTROL
 ML0853
 ML0853  NGVD 29 (??/??/92)  809.563  (m)         2656.04   (f) ADJ UNCH    2 0
 ML0853
 ML0853.Superseded values are not recommended for survey control.
 ML0853
 ML0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0853.See file dsdata.pdf to determine how the superseded data were derived.
 ML0853
 ML0853_MARKER: DB = BENCH MARK DISK
 ML0853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0853_SP_SET: CULVERT HEADWALL
 ML0853_STAMPING: X 206 1939
 ML0853_MARK LOGO: CGS
 ML0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0853+STABILITY: SURFACE MOTION
 ML0853
 ML0853  HISTORY     - Date     Condition        Report By
 ML0853  HISTORY     - 1939     MONUMENTED       CGS
 ML0853
 ML0853                          STATION DESCRIPTION
 ML0853
 ML0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0853'3.8 MI N FROM ANSELMO.
 ML0853'3.8 MILES N. OF ANSELMO, ALONG C.B. AND Q. R.R.  MARK SET ON
 ML0853'N.E. END OF RAILROAD CULVERT, 3 TEL. POLES W. OF CULVERT 199.41
 ML0853'40 FT. S.W. OF S.W. RAIL, 4 FT. FROM E. END OF CULVERT, 18 FT.
 ML0853'N.E. OF C.L. OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0854 ***********************************************************************
 ML0854  DESIGNATION -  X 206 RESET
 ML0854  PID         -  ML0854
 ML0854  STATE/COUNTY-  NE/CUSTER
 ML0854  COUNTRY     -  US
 ML0854  USGS QUAD   -  ANSELMO NW (2017)
 ML0854
 ML0854                         *CURRENT SURVEY CONTROL
 ML0854  ______________________________________________________________________
 ML0854* NAD 83(1986) POSITION- 41 39 40.     (N) 099 54 48.     (W)   SCALED
 ML0854* NAVD 88 ORTHO HEIGHT -   810.23  (meters)     2658.2   (feet) RESET
 ML0854  ______________________________________________________________________
 ML0854  GEOID HEIGHT    -        -22.319 (meters)                     GEOID18
 ML0854  VERT ORDER      -  THIRD
 ML0854
 ML0854.The horizontal coordinates were scaled from a map and have
 ML0854.an estimated accuracy of +/- 6 seconds.
 ML0854
 ML0854.The orthometric height was computed from unverified reset data.
 ML0854
 ML0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0854.GEOID18 height accuracy estimate available here.
 ML0854
 ML0854.Click photographs - Photos may exist for this station.
 ML0854
 ML0854;                    North         East    Units  Estimated Accuracy
 ML0854;SPC NE       -   202,930.      507,220.      MT  (+/- 180 meters Scaled)
 ML0854
 ML0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM239125(NAD 83)
 ML0854
 ML0854                          SUPERSEDED SURVEY CONTROL
 ML0854
 ML0854  NGVD 29 (??/??/??)  809.95   (m)         2657.3    (f) RESET       3  
 ML0854
 ML0854.Superseded values are not recommended for survey control.
 ML0854
 ML0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0854.See file dsdata.pdf to determine how the superseded data were derived.
 ML0854
 ML0854_MARKER: DB = BENCH MARK DISK
 ML0854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0854_SP_SET: CULVERT HEADWALL
 ML0854_STAMPING: X 206 RESET 1954
 ML0854_MARK LOGO: CGS
 ML0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0854+STABILITY: SURFACE MOTION
 ML0854
 ML0854  HISTORY     - Date     Condition        Report By
 ML0854  HISTORY     - 1954     MONUMENTED       NEDR
 ML0854  HISTORY     - 20210526 MARK NOT FOUND   NEGS
 ML0854
 ML0854                          STATION DESCRIPTION
 ML0854
 ML0854'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1954
 ML0854'4.1 MI NW FROM ANSELMO.
 ML0854'4.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0854'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 3 POLES
 ML0854'WEST OF RAILROAD CULVERT 199.41, 142 FEET SOUTHWEST OF THE
 ML0854'SOUTHWEST RAIL, AT A TWIN-ARCH CULVERT UNDER STATE HIGHWAY 2, AND
 ML0854'IN THE CENTER OF THE NORTHEAST HEADWALL.  A STANDARD DISK,
 ML0854'STAMPED X 206 RESET 1954.
 ML0854
 ML0854                          STATION RECOVERY (2021)
 ML0854
 ML0854'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0854'MARK NOT FOUND.  BELIEVED DESTROYED BY A NEW CULVERT BUILT NEAR THE
 ML0854'LOCATION OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0291 ***********************************************************************
 LG0291  DESIGNATION -  X 207
 LG0291  PID         -  LG0291
 LG0291  STATE/COUNTY-  NE/LANCASTER
 LG0291  COUNTRY     -  US
 LG0291  USGS QUAD   -  BENNET (2017)
 LG0291
 LG0291                         *CURRENT SURVEY CONTROL
 LG0291  ______________________________________________________________________
 LG0291* NAD 83(1986) POSITION- 40 42 28.     (N) 096 32 25.     (W)   SCALED
 LG0291* NAVD 88 ORTHO HEIGHT -   416.290 (meters)     1365.78  (feet) ADJUSTED
 LG0291  ______________________________________________________________________
 LG0291  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 LG0291  DYNAMIC HEIGHT  -        416.108 (meters)     1365.18  (feet) COMP
 LG0291  MODELED GRAVITY -    980,173.0   (mgal)                       NAVD 88
 LG0291
 LG0291  VERT ORDER      -  FIRST     CLASS II
 LG0291
 LG0291.The horizontal coordinates were scaled from a map and have
 LG0291.an estimated accuracy of +/- 6 seconds.
 LG0291
 LG0291.The orthometric height was determined by differential leveling and
 LG0291.adjusted by the NATIONAL GEODETIC SURVEY
 LG0291.in June 1991.
 LG0291
 LG0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0291.GEOID18 height accuracy estimate available here.
 LG0291
 LG0291.Click photographs - Photos may exist for this station.
 LG0291
 LG0291.The dynamic height is computed by dividing the NAVD 88
 LG0291.geopotential number by the normal gravity value computed on the
 LG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0291.degrees latitude (g = 980.6199 gals.).
 LG0291
 LG0291.The modeled gravity was interpolated from observed gravity values.
 LG0291
 LG0291;                    North         East    Units  Estimated Accuracy
 LG0291;SPC NE       -   102,940.      792,220.      MT  (+/- 180 meters Scaled)
 LG0291
 LG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL077092(NAD 83)
 LG0291
 LG0291                          SUPERSEDED SURVEY CONTROL
 LG0291
 LG0291  NGVD 29 (??/??/92)  416.186  (m)         1365.44   (f) ADJ UNCH    1 2
 LG0291
 LG0291.Superseded values are not recommended for survey control.
 LG0291
 LG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0291.See file dsdata.pdf to determine how the superseded data were derived.
 LG0291
 LG0291_MARKER: DB = BENCH MARK DISK
 LG0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0291_STAMPING: X 207 1940
 LG0291_MARK LOGO: CGS
 LG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0291+STABILITY: SURFACE MOTION
 LG0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0291+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1988
 LG0291
 LG0291  HISTORY     - Date     Condition        Report By
 LG0291  HISTORY     - 1940     MONUMENTED       CGS
 LG0291  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0291  HISTORY     - 19881006 MARK NOT FOUND   NGS
 LG0291
 LG0291                          STATION DESCRIPTION
 LG0291
 LG0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0291'3 MI NW FROM BENNET.
 LG0291'3.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0291'RAILROAD FROM THE STATION AT BENNET, LANCASTER COUNTY, AT THE
 LG0291'CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 89 FEET SOUTHEAST
 LG0291'OF THE CENTER OF THE CROSSING, 37.6 FEET SOUTH OF THE CENTERLINE
 LG0291'OF THE TRACK, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3
 LG0291'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0291'STAMPED X 207 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0291'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0291
 LG0291                          STATION RECOVERY (1964)
 LG0291
 LG0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0291'MARK NOT FOUND.
 LG0291
 LG0291                          STATION RECOVERY (1988)
 LG0291
 LG0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0427 ***********************************************************************
 LG0427  DESIGNATION -  X 209
 LG0427  PID         -  LG0427
 LG0427  STATE/COUNTY-  NE/SALINE
 LG0427  COUNTRY     -  US
 LG0427  USGS QUAD   -  DORCHESTER NW (2017)
 LG0427
 LG0427                         *CURRENT SURVEY CONTROL
 LG0427  ______________________________________________________________________
 LG0427* NAD 83(1986) POSITION- 40 39 25.     (N) 097 10 17.     (W)   SCALED
 LG0427* NAVD 88 ORTHO HEIGHT -   460.279 (meters)     1510.10  (feet) ADJUSTED
 LG0427  ______________________________________________________________________
 LG0427  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 LG0427  DYNAMIC HEIGHT  -        460.024 (meters)     1509.26  (feet) COMP
 LG0427  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 LG0427
 LG0427  VERT ORDER      -  FIRST     CLASS II
 LG0427
 LG0427.The horizontal coordinates were scaled from a map and have
 LG0427.an estimated accuracy of +/- 6 seconds.
 LG0427
 LG0427.The orthometric height was determined by differential leveling and
 LG0427.adjusted by the NATIONAL GEODETIC SURVEY
 LG0427.in June 1991.
 LG0427
 LG0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0427.GEOID18 height accuracy estimate available here.
 LG0427
 LG0427.Click photographs - Photos may exist for this station.
 LG0427
 LG0427.The dynamic height is computed by dividing the NAVD 88
 LG0427.geopotential number by the normal gravity value computed on the
 LG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0427.degrees latitude (g = 980.6199 gals.).
 LG0427
 LG0427.The modeled gravity was interpolated from observed gravity values.
 LG0427
 LG0427;                    North         East    Units  Estimated Accuracy
 LG0427;SPC NE       -    95,360.      739,120.      MT  (+/- 180 meters Scaled)
 LG0427
 LG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL545022(NAD 83)
 LG0427
 LG0427                          SUPERSEDED SURVEY CONTROL
 LG0427
 LG0427  NGVD 29 (??/??/92)  460.115  (m)         1509.56   (f) ADJ UNCH    1 2
 LG0427
 LG0427.Superseded values are not recommended for survey control.
 LG0427
 LG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0427.See file dsdata.pdf to determine how the superseded data were derived.
 LG0427
 LG0427_MARKER: DB = BENCH MARK DISK
 LG0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0427_STAMPING: X 209 1940
 LG0427_MARK LOGO: CGS
 LG0427_PROJECTION: FLUSH
 LG0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0427+STABILITY: SURFACE MOTION
 LG0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0427+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0427
 LG0427  HISTORY     - Date     Condition        Report By
 LG0427  HISTORY     - 1940     MONUMENTED       CGS
 LG0427  HISTORY     - 1961     GOOD             CGS
 LG0427  HISTORY     - 19911009 GOOD             NGS
 LG0427
 LG0427                          STATION DESCRIPTION
 LG0427
 LG0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0427'2.9 MI W FROM DORCHESTER.
 LG0427'2.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0427'FROM THE RAILROAD STATION AT DORCHESTER, 470 FEET SOUTHWEST OF
 LG0427'MILEPOLE 91, 50 FEET SOUTH OF THE SOUTH RAIL, 18 FEET EAST OF A
 LG0427'TELEPHONE POLE, 2.2 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 LG0427'SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND AND
 LG0427'ABOUT 4 FEET LOWER THAN THE TRACK.
 LG0427
 LG0427                          STATION RECOVERY (1991)
 LG0427
 LG0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0427'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0427'IN CRETE, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0427'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG COUNTY ROAD 1100, THENCE 0.7
 LG0427'KM (0.45 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 143.0 M
 LG0427'(469.2 FT) SOUTHWEST OF MILEPOST 91, 15.7 M (51.5 FT) SOUTH OF THE
 LG0427'NEAR RAIL, 5.4 M (17.7 FT) EAST OF UTILITY POLE NUMBER 49, 1.0 M (3.3
 LG0427'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A WITNESS
 LG0427'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0247 ***********************************************************************
 NO0247  DESIGNATION -  X 21
 NO0247  PID         -  NO0247
 NO0247  STATE/COUNTY-  NE/HOOKER
 NO0247  COUNTRY     -  US
 NO0247  USGS QUAD   -  MULLEN (2017)
 NO0247
 NO0247                         *CURRENT SURVEY CONTROL
 NO0247  ______________________________________________________________________
 NO0247* NAD 83(1986) POSITION- 42 02 39.     (N) 101 02 32.     (W)   SCALED
 NO0247* NAVD 88 ORTHO HEIGHT -   975.224 (meters)     3199.55  (feet) ADJUSTED
 NO0247  ______________________________________________________________________
 NO0247  GEOID HEIGHT    -        -20.635 (meters)                     GEOID18
 NO0247  DYNAMIC HEIGHT  -        974.710 (meters)     3197.86  (feet) COMP
 NO0247  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 NO0247
 NO0247  VERT ORDER      -  FIRST     CLASS II
 NO0247
 NO0247.The horizontal coordinates were scaled from a map and have
 NO0247.an estimated accuracy of +/- 6 seconds.
 NO0247
 NO0247.The orthometric height was determined by differential leveling and
 NO0247.adjusted by the NATIONAL GEODETIC SURVEY
 NO0247.in June 1991.
 NO0247
 NO0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0247.GEOID18 height accuracy estimate available here.
 NO0247
 NO0247.Click photographs - Photos may exist for this station.
 NO0247
 NO0247.The dynamic height is computed by dividing the NAVD 88
 NO0247.geopotential number by the normal gravity value computed on the
 NO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0247.degrees latitude (g = 980.6199 gals.).
 NO0247
 NO0247.The modeled gravity was interpolated from observed gravity values.
 NO0247
 NO0247;                    North         East    Units  Estimated Accuracy
 NO0247;SPC NE       -   245,980.      413,740.      MT  (+/- 180 meters Scaled)
 NO0247
 NO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM309566(NAD 83)
 NO0247
 NO0247                          SUPERSEDED SURVEY CONTROL
 NO0247
 NO0247  NGVD 29 (??/??/92)  974.883  (m)         3198.43   (f) ADJ UNCH    1 2
 NO0247
 NO0247.Superseded values are not recommended for survey control.
 NO0247
 NO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0247.See file dsdata.pdf to determine how the superseded data were derived.
 NO0247
 NO0247_MARKER: DB = BENCH MARK DISK
 NO0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0247_STAMPING: 3198.429 X 21 1933
 NO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0247+STABILITY: SURFACE MOTION
 NO0247
 NO0247  HISTORY     - Date     Condition        Report By
 NO0247  HISTORY     - 1933     MONUMENTED       CGS
 NO0247  HISTORY     - 1934     GOOD             CGS
 NO0247  HISTORY     - 19851101 MARK NOT FOUND   USPSQD
 NO0247  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0247
 NO0247                          STATION DESCRIPTION
 NO0247
 NO0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0247'AT MULLEN.
 NO0247'AT MULLEN, HOOKER COUNTY, AT THE GRADE SCHOOL, 150 FEET WEST
 NO0247'OF THE BUILDING, AT THE SOUTHWEST CORNER OF THE YARD, 3 FEET
 NO0247'NORTH OF THE WALK, AND 3 FEET EAST OF A FENCE.  A STANDARD
 NO0247'DISK, STAMPED 3198.429 X 21 1933 AND SET IN THE TOP OF A
 NO0247'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0247
 NO0247                          STATION RECOVERY (1934)
 NO0247
 NO0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0247'RECOVERED IN GOOD CONDITION.
 NO0247
 NO0247                          STATION RECOVERY (1985)
 NO0247
 NO0247'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0247'MARK NOT FOUND.
 NO0247
 NO0247                          STATION RECOVERY (1991)
 NO0247
 NO0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0247'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1396 ***********************************************************************
 MK1396  DESIGNATION -  X 210
 MK1396  PID         -  MK1396
 MK1396  STATE/COUNTY-  NE/MERRICK
 MK1396  COUNTRY     -  US
 MK1396  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1396
 MK1396                         *CURRENT SURVEY CONTROL
 MK1396  ______________________________________________________________________
 MK1396* NAD 83(1986) POSITION- 41 20 31.     (N) 097 36 10.     (W)   SCALED
 MK1396* NAVD 88 ORTHO HEIGHT -   465.041 (meters)     1525.72  (feet) ADJUSTED
 MK1396  ______________________________________________________________________
 MK1396  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 MK1396  DYNAMIC HEIGHT  -        464.828 (meters)     1525.02  (feet) COMP
 MK1396  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 MK1396
 MK1396  VERT ORDER      -  FIRST     CLASS II
 MK1396
 MK1396.The horizontal coordinates were scaled from a map and have
 MK1396.an estimated accuracy of +/- 6 seconds.
 MK1396
 MK1396.The orthometric height was determined by differential leveling and
 MK1396.adjusted by the NATIONAL GEODETIC SURVEY
 MK1396.in June 1991.
 MK1396
 MK1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1396.GEOID18 height accuracy estimate available here.
 MK1396
 MK1396.Click photographs - Photos may exist for this station.
 MK1396
 MK1396.The dynamic height is computed by dividing the NAVD 88
 MK1396.geopotential number by the normal gravity value computed on the
 MK1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1396.degrees latitude (g = 980.6199 gals.).
 MK1396
 MK1396.The modeled gravity was interpolated from observed gravity values.
 MK1396
 MK1396;                    North         East    Units  Estimated Accuracy
 MK1396;SPC NE       -   170,280.      700,550.      MT  (+/- 180 meters Scaled)
 MK1396
 MK1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL169776(NAD 83)
 MK1396
 MK1396                          SUPERSEDED SURVEY CONTROL
 MK1396
 MK1396  NGVD 29 (??/??/92)  464.843  (m)         1525.07   (f) ADJ UNCH    1 2
 MK1396
 MK1396.Superseded values are not recommended for survey control.
 MK1396
 MK1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1396.See file dsdata.pdf to determine how the superseded data were derived.
 MK1396
 MK1396_MARKER: DB = BENCH MARK DISK
 MK1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1396_STAMPING: X 210 1940
 MK1396_MARK LOGO: CGS
 MK1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1396+STABILITY: SURFACE MOTION
 MK1396
 MK1396  HISTORY     - Date     Condition        Report By
 MK1396  HISTORY     - 1940     MONUMENTED       CGS
 MK1396
 MK1396                          STATION DESCRIPTION
 MK1396
 MK1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1396'3.6 MI NE FROM SILVER CREEK.
 MK1396'3.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1396'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S.
 MK1396'HIGHWAY NO. 30, 66 FEET SOUTH OF BLOCK SIGNAL NO. 987, 62.5 FEET
 MK1396'NORTH OF CENTERLINE OF HIGHWAY, 42.5 FEET SOUTH OF CENTERLINE
 MK1396'OF SOUTH MAIN TRACK, 19.5 FEET NORTH OF RIGHT-OF-WAY FENCE, 11.0
 MK1396'FEET EAST OF TELEPHONE POLE, 2.6 FEET WEST OF 4 X 4 INCH WHITE
 MK1396'WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2211 ***********************************************************************
 MK2211  DESIGNATION -  X 211 RESET
 MK2211  PID         -  MK2211
 MK2211  STATE/COUNTY-  NE/MERRICK
 MK2211  COUNTRY     -  US
 MK2211  USGS QUAD   -  POLK NW (2017)
 MK2211
 MK2211                         *CURRENT SURVEY CONTROL
 MK2211  ______________________________________________________________________
 MK2211* NAD 83(1986) POSITION- 41 10 40.     (N) 097 53 58.     (W)   SCALED
 MK2211* NAVD 88 ORTHO HEIGHT -   504.73  (meters)     1655.9   (feet) RESET
 MK2211  ______________________________________________________________________
 MK2211  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 MK2211  VERT ORDER      -  THIRD
 MK2211
 MK2211.The horizontal coordinates were scaled from a map and have
 MK2211.an estimated accuracy of +/- 6 seconds.
 MK2211
 MK2211.The orthometric height was computed from unverified reset data.
 MK2211
 MK2211.No vertical observational check was made to the station.
 MK2211
 MK2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2211.GEOID18 height accuracy estimate available here.
 MK2211
 MK2211.Click photographs - Photos may exist for this station.
 MK2211
 MK2211;                    North         East    Units  Estimated Accuracy
 MK2211;SPC NE       -   151,410.      676,180.      MT  (+/- 180 meters Scaled)
 MK2211
 MK2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL923590(NAD 83)
 MK2211
 MK2211                          SUPERSEDED SURVEY CONTROL
 MK2211
 MK2211  NGVD 29 (01/31/13)  504.51   (m)         1655.2    (f) RESET       3  
 MK2211
 MK2211.Superseded values are not recommended for survey control.
 MK2211
 MK2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2211.See file dsdata.pdf to determine how the superseded data were derived.
 MK2211
 MK2211_MARKER: DV = VERTICAL CONTROL DISK
 MK2211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK2211+WITH SETTING: PAVEMENT
 MK2211_SP_SET: GRAIN ELEVATOR BASE
 MK2211_STAMPING: X 211 RESET 1986
 MK2211_MARK LOGO: NGS
 MK2211_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2211+STABILITY: SURFACE MOTION
 MK2211
 MK2211  HISTORY     - Date     Condition        Report By
 MK2211  HISTORY     - 1986     MONUMENTED       NGS
 MK2211
 MK2211                          STATION DESCRIPTION
 MK2211
 MK2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2211'0.24 KM (0.15 MI) SOUTH FROM THE POST OFFICE IN CLARKS, THENCE 7.08
 MK2211'KM (4.40 MI) RIGHT AND SOUTHWEST ALONG US HIGHWAY 30 TO THUMEL SIDING
 MK2211'AND THE MARK ON THE RIGHT, ABOUT 0.08 KM (0.05 MI) NORTHWEST OF THE
 MK2211'HIGHWAY, IN THE SOUTHEAST SIDE OF THE CONCRETE BASE OF THE
 MK2211'NORTHEASTERN MOST ONE OF THREE LARGE CONCRETE GRAIN ELEVATOR
 MK2211'CYLINDERS, 5.03 M (16.50 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK2211'SIDING TRACK, 4.33 M (14.21 FT) WEST OF A RAIL SWITCH BLOCK, 2.01 M
 MK2211'(6.59 FT) SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE PAD FOR A GRAIN
 MK2211'DRYER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1143 ***********************************************************************
 MK1143  DESIGNATION -  X 212
 MK1143  PID         -  MK1143
 MK1143  STATE/COUNTY-  NE/MADISON
 MK1143  COUNTRY     -  US
 MK1143  USGS QUAD   -  MADISON (2017)
 MK1143
 MK1143                         *CURRENT SURVEY CONTROL
 MK1143  ______________________________________________________________________
 MK1143* NAD 83(1986) POSITION- 41 50 13.     (N) 097 27 38.     (W)   SCALED
 MK1143* NAVD 88 ORTHO HEIGHT -   481.830 (meters)     1580.80  (feet) ADJUSTED
 MK1143  ______________________________________________________________________
 MK1143  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 MK1143  DYNAMIC HEIGHT  -        481.640 (meters)     1580.18  (feet) COMP
 MK1143  MODELED GRAVITY -    980,211.5   (mgal)                       NAVD 88
 MK1143
 MK1143  VERT ORDER      -  FIRST     CLASS II
 MK1143
 MK1143.The horizontal coordinates were scaled from a map and have
 MK1143.an estimated accuracy of +/- 6 seconds.
 MK1143
 MK1143.The orthometric height was determined by differential leveling and
 MK1143.adjusted by the NATIONAL GEODETIC SURVEY
 MK1143.in June 1991.
 MK1143
 MK1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1143.GEOID18 height accuracy estimate available here.
 MK1143
 MK1143.Click photographs - Photos may exist for this station.
 MK1143
 MK1143.The dynamic height is computed by dividing the NAVD 88
 MK1143.geopotential number by the normal gravity value computed on the
 MK1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1143.degrees latitude (g = 980.6199 gals.).
 MK1143
 MK1143.The modeled gravity was interpolated from observed gravity values.
 MK1143
 MK1143;                    North         East    Units  Estimated Accuracy
 MK1143;SPC NE       -   225,550.      710,830.      MT  (+/- 180 meters Scaled)
 MK1143
 MK1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM278328(NAD 83)
 MK1143
 MK1143                          SUPERSEDED SURVEY CONTROL
 MK1143
 MK1143  NGVD 29 (??/??/92)  481.654  (m)         1580.23   (f) ADJ UNCH    1 2
 MK1143
 MK1143.Superseded values are not recommended for survey control.
 MK1143
 MK1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1143.See file dsdata.pdf to determine how the superseded data were derived.
 MK1143
 MK1143_MARKER: DB = BENCH MARK DISK
 MK1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1143_STAMPING: X 212 1940
 MK1143_MARK LOGO: CGS
 MK1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1143+STABILITY: SURFACE MOTION
 MK1143
 MK1143  HISTORY     - Date     Condition        Report By
 MK1143  HISTORY     - 1940     MONUMENTED       CGS
 MK1143
 MK1143                          STATION DESCRIPTION
 MK1143
 MK1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1143'0.7 MI N FROM MADISON.
 MK1143'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., AT
 MK1143'THE NORTHEAST CORNER OF FAIR GROUND, 78 FEET SOUTHWEST OF THE
 MK1143'CENTER OF INTERSECTION OF EAST-WEST ROAD AND TRACK, 57 FEET SOUTH
 MK1143'OF CENTERLINE OF EAST-WEST ROAD, 47 FEET WEST OF THE CENTERLINE
 MK1143'OF TRACK, 3.0 FEET EAST OF RIGHT-OF-WAY FENCE, 2.8 FEET NORTH
 MK1143'OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 MK1143'PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1145 ***********************************************************************
 NM1145  DESIGNATION -  X 213
 NM1145  PID         -  NM1145
 NM1145  STATE/COUNTY-  NE/PIERCE
 NM1145  COUNTRY     -  US
 NM1145  USGS QUAD   -  NORFOLK (2017)
 NM1145
 NM1145                         *CURRENT SURVEY CONTROL
 NM1145  ______________________________________________________________________
 NM1145* NAD 83(1986) POSITION- 42 07 10.11   (N) 097 27 44.97   (W)   HD_HELD1
 NM1145* NAVD 88 ORTHO HEIGHT -   472.816 (meters)     1551.23  (feet) ADJUSTED
 NM1145  ______________________________________________________________________
 NM1145  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 NM1145  DYNAMIC HEIGHT  -        472.632 (meters)     1550.63  (feet) COMP
 NM1145  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 NM1145
 NM1145  VERT ORDER      -  FIRST     CLASS II
 NM1145
 NM1145.The horizontal coordinates were determined by differentially corrected
 NM1145.hand held GPS observations or other comparable positioning techniques
 NM1145.and have an estimated accuracy of +/- 3 meters.
 NM1145
 NM1145.The orthometric height was determined by differential leveling and
 NM1145.adjusted by the NATIONAL GEODETIC SURVEY
 NM1145.in June 1991.
 NM1145
 NM1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1145.GEOID18 height accuracy estimate available here.
 NM1145
 NM1145.Click photographs - Photos may exist for this station.
 NM1145
 NM1145.The dynamic height is computed by dividing the NAVD 88
 NM1145.geopotential number by the normal gravity value computed on the
 NM1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1145.degrees latitude (g = 980.6199 gals.).
 NM1145
 NM1145.The modeled gravity was interpolated from observed gravity values.
 NM1145
 NM1145;                    North         East    Units  Estimated Accuracy
 NM1145;SPC NE       -   256,903.0     709,751.0     MT  (+/- 3 meters HH1 GPS) 
 NM1145
 NM1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2709564185(NAD 83)
 NM1145
 NM1145                          SUPERSEDED SURVEY CONTROL
 NM1145
 NM1145  NGVD 29 (??/??/92)  472.637  (m)         1550.64   (f) ADJ UNCH    1 2
 NM1145
 NM1145.Superseded values are not recommended for survey control.
 NM1145
 NM1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1145.See file dsdata.pdf to determine how the superseded data were derived.
 NM1145
 NM1145_MARKER: DB = BENCH MARK DISK
 NM1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1145_STAMPING: X 213 1940
 NM1145_MARK LOGO: CGS
 NM1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1145+STABILITY: SURFACE MOTION
 NM1145
 NM1145  HISTORY     - Date     Condition        Report By
 NM1145  HISTORY     - 1940     MONUMENTED       CGS
 NM1145
 NM1145                          STATION DESCRIPTION
 NM1145
 NM1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1145'1 MI N FROM HADAR.
 NM1145'1.0 MI N ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1145'STATION AT HADAR, PIERCE COUNTY, AT A DIRT-ROAD CROSSING, 83
 NM1145'FT S OF THE CENTERLINE OF THE ROAD, 39 FT W OF THE CENTERLINE
 NM1145'OF THE TRACK, 11.3 FT E OF THE RIGHT-OF-WAY FENCE, AND 3 FT
 NM1145'N OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 NM1145'X 213 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1145'0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0095 ***********************************************************************
 NP0095  DESIGNATION -  X 214
 NP0095  PID         -  NP0095
 NP0095  STATE/COUNTY-  NE/SHERIDAN
 NP0095  COUNTRY     -  US
 NP0095  USGS QUAD   -  LAKESIDE (2017)
 NP0095
 NP0095                         *CURRENT SURVEY CONTROL
 NP0095  ______________________________________________________________________
 NP0095* NAD 83(1986) POSITION- 42 03 31.04   (N) 102 27 31.01   (W)   HD_HELD1
 NP0095* NAVD 88 ORTHO HEIGHT -  1183.848 (meters)     3884.01  (feet) ADJUSTED
 NP0095  ______________________________________________________________________
 NP0095  GEOID HEIGHT    -        -18.858 (meters)                     GEOID18
 NP0095  DYNAMIC HEIGHT  -       1183.171 (meters)     3881.79  (feet) COMP
 NP0095  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 NP0095
 NP0095  VERT ORDER      -  SECOND    CLASS 0
 NP0095
 NP0095.The horizontal coordinates were determined by differentially corrected
 NP0095.hand held GPS observations or other comparable positioning techniques
 NP0095.and have an estimated accuracy of +/- 3 meters.
 NP0095
 NP0095.The orthometric height was determined by differential leveling and
 NP0095.adjusted by the NATIONAL GEODETIC SURVEY
 NP0095.in June 1991.
 NP0095
 NP0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0095.GEOID18 height accuracy estimate available here.
 NP0095
 NP0095.Click photographs - Photos may exist for this station.
 NP0095
 NP0095.The dynamic height is computed by dividing the NAVD 88
 NP0095.geopotential number by the normal gravity value computed on the
 NP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0095.degrees latitude (g = 980.6199 gals.).
 NP0095
 NP0095.The modeled gravity was interpolated from observed gravity values.
 NP0095
 NP0095;                    North         East    Units  Estimated Accuracy
 NP0095;SPC NE       -   249,960.0     296,576.5     MT  (+/- 3 meters HH1 GPS) 
 NP0095
 NP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1028559410(NAD 83)
 NP0095
 NP0095                          SUPERSEDED SURVEY CONTROL
 NP0095
 NP0095  NGVD 29 (??/??/92) 1183.295  (m)         3882.19   (f) ADJ UNCH    2 0
 NP0095
 NP0095.Superseded values are not recommended for survey control.
 NP0095
 NP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0095.See file dsdata.pdf to determine how the superseded data were derived.
 NP0095
 NP0095_MARKER: DB = BENCH MARK DISK
 NP0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0095_STAMPING: X 214 1940
 NP0095_MARK LOGO: CGS
 NP0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0095+STABILITY: SURFACE MOTION
 NP0095
 NP0095  HISTORY     - Date     Condition        Report By
 NP0095  HISTORY     - 1940     MONUMENTED       CGS
 NP0095  HISTORY     - 1977     GOOD             LOCENG
 NP0095  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0095
 NP0095                          STATION DESCRIPTION
 NP0095
 NP0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0095'1.8 MI W FROM LAKE SIDE.
 NP0095'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0095'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 0.2 MILE EAST OF
 NP0095'MILEPOST 344, AT THE WEST SIDE OF A SMALL HILL, 60 FEET NORTH
 NP0095'OF THE CENTERLINE OF STATE HIGHWAY 2, 77 FEET SOUTH OF THE
 NP0095'CENTERLINE OF THE TRACK, AND 3.4 FEET EAST OF A 4- BY 4-INCH
 NP0095'WHITE POST PROJECTING 1.8 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0095'STAMPED X 214 1940 AND SET IN THE TOP OF A CONCRETE POST
 NP0095'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NP0095
 NP0095                          STATION RECOVERY (1977)
 NP0095
 NP0095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NP0095'RECOVERED IN GOOD CONDITION.
 NP0095
 NP0095                          STATION RECOVERY (2007)
 NP0095
 NP0095'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0550 ***********************************************************************
 LF0550  DESIGNATION -  X 215
 LF0550  PID         -  LF0550
 LF0550  STATE/COUNTY-  NE/RICHARDSON
 LF0550  COUNTRY     -  US
 LF0550  USGS QUAD   -  HUMBOLDT (2017)
 LF0550
 LF0550                         *CURRENT SURVEY CONTROL
 LF0550  ______________________________________________________________________
 LF0550* NAD 83(1986) POSITION- 40 08 53.     (N) 095 54 48.     (W)   SCALED
 LF0550* NAVD 88 ORTHO HEIGHT -   297.505 (meters)      976.06  (feet) ADJUSTED
 LF0550  ______________________________________________________________________
 LF0550  GEOID HEIGHT    -        -29.612 (meters)                     GEOID18
 LF0550  DYNAMIC HEIGHT  -        297.338 (meters)      975.52  (feet) COMP
 LF0550  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 LF0550
 LF0550  VERT ORDER      -  SECOND    CLASS 0
 LF0550
 LF0550.The horizontal coordinates were scaled from a map and have
 LF0550.an estimated accuracy of +/- 6 seconds.
 LF0550
 LF0550.The orthometric height was determined by differential leveling and
 LF0550.adjusted by the NATIONAL GEODETIC SURVEY
 LF0550.in June 1991.
 LF0550
 LF0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0550.GEOID18 height accuracy estimate available here.
 LF0550
 LF0550.Click photographs - Photos may exist for this station.
 LF0550
 LF0550.The dynamic height is computed by dividing the NAVD 88
 LF0550.geopotential number by the normal gravity value computed on the
 LF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0550.degrees latitude (g = 980.6199 gals.).
 LF0550
 LF0550.The modeled gravity was interpolated from observed gravity values.
 LF0550
 LF0550;                    North         East    Units  Estimated Accuracy
 LF0550;SPC NE       -    43,170.      848,070.      MT  (+/- 180 meters Scaled)
 LF0550
 LF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE518482(NAD 83)
 LF0550
 LF0550                          SUPERSEDED SURVEY CONTROL
 LF0550
 LF0550  NGVD 29 (??/??/92)  297.418  (m)          975.78   (f) ADJ UNCH    2 0
 LF0550
 LF0550.Superseded values are not recommended for survey control.
 LF0550
 LF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0550.See file dsdata.pdf to determine how the superseded data were derived.
 LF0550
 LF0550_MARKER: DB = BENCH MARK DISK
 LF0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0550_STAMPING: X 215 1945
 LF0550_MARK LOGO: CGS
 LF0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0550+STABILITY: SURFACE MOTION
 LF0550
 LF0550  HISTORY     - Date     Condition        Report By
 LF0550  HISTORY     - 1945     MONUMENTED       CGS
 LF0550  HISTORY     - 1981     GOOD             LOCSUR
 LF0550
 LF0550                          STATION DESCRIPTION
 LF0550
 LF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0550'4.8 MI NW FROM DAWSON.
 LF0550'4.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0550'RAILROAD FROM THE STATION AT DAWSON, 2.1 MILES SOUTHEAST OF THE
 LF0550'STATION AT HUMBOLDT, 16.5 FEET NORTHWEST OF THE SIXTH POLE
 LF0550'NORTHWEST OF MILEPOST 38, 4 POLES EAST OF THE BEGINNING OF A
 LF0550'CURVE IN THE TRACK, 48.3 FEET NORTH OF THE CENTERLINE OF THE
 LF0550'TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH
 LF0550'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE
 LF0550'TRACK.  AN IRON BENCH-MARK DISK, STAMPED X 215 1945 AND SET IN
 LF0550'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LF0550
 LF0550                          STATION RECOVERY (1981)
 LF0550
 LF0550'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0164 ***********************************************************************
 NN0164  DESIGNATION -  X 216
 NN0164  PID         -  NN0164
 NN0164  STATE/COUNTY-  NE/HOLT
 NN0164  COUNTRY     -  US
 NN0164  USGS QUAD   -  EWING SW (2017)
 NN0164
 NN0164                         *CURRENT SURVEY CONTROL
 NN0164  ______________________________________________________________________
 NN0164* NAD 83(1986) POSITION- 42 20 08.     (N) 098 24 20.     (W)   SCALED
 NN0164* NAVD 88 ORTHO HEIGHT -   575.034 (meters)     1886.59  (feet) ADJUSTED
 NN0164  ______________________________________________________________________
 NN0164  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 NN0164  DYNAMIC HEIGHT  -        574.801 (meters)     1885.83  (feet) COMP
 NN0164  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 NN0164
 NN0164  VERT ORDER      -  FIRST     CLASS II
 NN0164
 NN0164.The horizontal coordinates were scaled from a map and have
 NN0164.an estimated accuracy of +/- 6 seconds.
 NN0164
 NN0164.The orthometric height was determined by differential leveling and
 NN0164.adjusted by the NATIONAL GEODETIC SURVEY
 NN0164.in June 1991.
 NN0164
 NN0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0164.GEOID18 height accuracy estimate available here.
 NN0164
 NN0164.Click photographs - Photos may exist for this station.
 NN0164
 NN0164.The dynamic height is computed by dividing the NAVD 88
 NN0164.geopotential number by the normal gravity value computed on the
 NN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0164.degrees latitude (g = 980.6199 gals.).
 NN0164
 NN0164.The modeled gravity was interpolated from observed gravity values.
 NN0164
 NN0164;                    North         East    Units  Estimated Accuracy
 NN0164;SPC NE       -   279,030.      631,370.      MT  (+/- 180 meters Scaled)
 NN0164
 NN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM489872(NAD 83)
 NN0164
 NN0164                          SUPERSEDED SURVEY CONTROL
 NN0164
 NN0164  NGVD 29 (??/??/92)  574.825  (m)         1885.91   (f) ADJ UNCH    1 2
 NN0164
 NN0164.Superseded values are not recommended for survey control.
 NN0164
 NN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0164.See file dsdata.pdf to determine how the superseded data were derived.
 NN0164
 NN0164_MARKER: DB = BENCH MARK DISK
 NN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0164_STAMPING: X 216 1946
 NN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0164+STABILITY: SURFACE MOTION
 NN0164
 NN0164  HISTORY     - Date     Condition        Report By
 NN0164  HISTORY     - 1946     MONUMENTED       CGS
 NN0164
 NN0164                          STATION DESCRIPTION
 NN0164
 NN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0164'4.6 MI S FROM PAGE.
 NN0164'4.6 MILES SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0164'AT PAGE, HOLT COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0164'20, AT A 6- BY 30-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 NN0164'NORTH HEADWALL, 10 FEET EAST OF THE WEST END, 15 FEET NORTH OF
 NN0164'THE CENTERLINE OF THE HIGHWAY, AND 1/2 FOOT LOWER THAN THE
 NN0164'HIGHWAY.  A STANDARD DISK, STAMPED X 216 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0165 ***********************************************************************
 NN0165  DESIGNATION -  X 216 RESET
 NN0165  PID         -  NN0165
 NN0165  STATE/COUNTY-  NE/HOLT
 NN0165  COUNTRY     -  US
 NN0165  USGS QUAD   -  EWING SW (2017)
 NN0165
 NN0165                         *CURRENT SURVEY CONTROL
 NN0165  ______________________________________________________________________
 NN0165* NAD 83(1986) POSITION- 42 20 07.23   (N) 098 24 48.50   (W)   HD_HELD1
 NN0165* NAVD 88 ORTHO HEIGHT -   574.98  (+/-2cm)     1886.4   (feet) VERTCON
 NN0165  ______________________________________________________________________
 NN0165  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 NN0165  VERT ORDER      -  THIRD (See Below)
 NN0165
 NN0165.The horizontal coordinates were determined by differentially corrected
 NN0165.hand held GPS observations or other comparable positioning techniques
 NN0165.and have an estimated accuracy of +/- 3 meters.
 NN0165
 NN0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0165
 NN0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0165.GEOID18 height accuracy estimate available here.
 NN0165
 NN0165.The vertical order pertains to the NGVD 29 superseded value.
 NN0165
 NN0165.Click photographs - Photos may exist for this station.
 NN0165
 NN0165;                    North         East    Units  Estimated Accuracy
 NN0165;SPC NE       -   278,995.8     630,714.4     MT  (+/- 3 meters HH1 GPS) 
 NN0165
 NN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4831987176(NAD 83)
 NN0165
 NN0165                          SUPERSEDED SURVEY CONTROL
 NN0165
 NN0165  NGVD 29 (??/??/??)  574.77   (m)         1885.7    (f) RESET       3  
 NN0165
 NN0165.Superseded values are not recommended for survey control.
 NN0165
 NN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0165.See file dsdata.pdf to determine how the superseded data were derived.
 NN0165
 NN0165_MARKER: DB = BENCH MARK DISK
 NN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0165_STAMPING: X 216 1946 RESET 1964
 NN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0165+STABILITY: SURFACE MOTION
 NN0165
 NN0165  HISTORY     - Date     Condition        Report By
 NN0165  HISTORY     - 1964     MONUMENTED       CGS
 NN0165
 NN0165                          STATION DESCRIPTION
 NN0165
 NN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0165'4.7 MI S FROM PAGE.
 NN0165'ABOUT 4.6 MILES SOUTH ALONG STATE SPUR 320 FROM THE POST OFFICE
 NN0165'AT PAGE, HOLT COUNTY, THENCE 0.1 MILE EAST ALONG NEW U.S. HIGHWAY
 NN0165'20, ABOUT 75 YARDS EAST OF A TWIN-BOX CULVERT, 114 FEET WEST OF
 NN0165'THE CENTER OF A T-DIRT ROAD GOING SOUTH, 95 FEET WEST OF A
 NN0165'FENCE CORNER, 49 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 NN0165'20, 5 FEET EAST OF HIGHWAY STATION 793+00, 1.5 FEET WEST OF
 NN0165'A NEW STEEL WITNESS POST, AND 1 FOOT NORTH OF THE SOUTH
 NN0165'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST 12 INCHES
 NN0165'IN DIAMETER AND PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0204 ***********************************************************************
 NN0204  DESIGNATION -  X 217
 NN0204  PID         -  NN0204
 NN0204  STATE/COUNTY-  NE/HOLT
 NN0204  COUNTRY     -  US
 NN0204  USGS QUAD   -  O'NEILL (2017)
 NN0204
 NN0204                         *CURRENT SURVEY CONTROL
 NN0204  ______________________________________________________________________
 NN0204* NAD 83(1986) POSITION- 42 27 55.     (N) 098 44 55.     (W)   SCALED
 NN0204* NAVD 88 ORTHO HEIGHT -   612.065 (meters)     2008.08  (feet) ADJUSTED
 NN0204  ______________________________________________________________________
 NN0204  GEOID HEIGHT    -        -24.301 (meters)                     GEOID18
 NN0204  DYNAMIC HEIGHT  -        611.827 (meters)     2007.30  (feet) COMP
 NN0204  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 NN0204
 NN0204  VERT ORDER      -  FIRST     CLASS II
 NN0204
 NN0204.The horizontal coordinates were scaled from a map and have
 NN0204.an estimated accuracy of +/- 6 seconds.
 NN0204
 NN0204.The orthometric height was determined by differential leveling and
 NN0204.adjusted by the NATIONAL GEODETIC SURVEY
 NN0204.in June 1991.
 NN0204
 NN0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0204.GEOID18 height accuracy estimate available here.
 NN0204
 NN0204.Click photographs - Photos may exist for this station.
 NN0204
 NN0204.The dynamic height is computed by dividing the NAVD 88
 NN0204.geopotential number by the normal gravity value computed on the
 NN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0204.degrees latitude (g = 980.6199 gals.).
 NN0204
 NN0204.The modeled gravity was interpolated from observed gravity values.
 NN0204
 NN0204;                    North         East    Units  Estimated Accuracy
 NN0204;SPC NE       -   292,970.      602,900.      MT  (+/- 180 meters Scaled)
 NN0204
 NN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN206014(NAD 83)
 NN0204
 NN0204                          SUPERSEDED SURVEY CONTROL
 NN0204
 NN0204  NGVD 29 (??/??/92)  611.854  (m)         2007.39   (f) ADJ UNCH    1 2
 NN0204
 NN0204.Superseded values are not recommended for survey control.
 NN0204
 NN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0204.See file dsdata.pdf to determine how the superseded data were derived.
 NN0204
 NN0204_MARKER: DB = BENCH MARK DISK
 NN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0204_STAMPING: X 217 1946
 NN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0204+STABILITY: SURFACE MOTION
 NN0204
 NN0204  HISTORY     - Date     Condition        Report By
 NN0204  HISTORY     - 1946     MONUMENTED       CGS
 NN0204  HISTORY     - 1982     GOOD             LOCSUR
 NN0204
 NN0204                          STATION DESCRIPTION
 NN0204
 NN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0204'2.9 MI E FROM EMMET.
 NN0204'2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0204'THE STATION AT EMMET, HOLT COUNTY, 14.8 FEET EAST OF THE SEVENTH
 NN0204'POLE EAST OF MILEPOST 161, 51 FEET SOUTHEAST OF THE CENTER OF A
 NN0204'PRIVATE-ROAD CROSSING, 39 FEET SOUTH OF THE CENTERLINE OF THE
 NN0204'TRACK, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NN0204'WITH THE TRACK.  A STANDARD DISK, STAMPED X 217 1946 AND SET
 NN0204'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0204
 NN0204                          STATION RECOVERY (1982)
 NN0204
 NN0204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0414 ***********************************************************************
 NN0414  DESIGNATION -  X 218
 NN0414  PID         -  NN0414
 NN0414  STATE/COUNTY-  NE/HOLT
 NN0414  COUNTRY     -  US
 NN0414  USGS QUAD   -  DUSTIN (2017)
 NN0414
 NN0414                         *CURRENT SURVEY CONTROL
 NN0414  ______________________________________________________________________
 NN0414* NAD 83(1986) POSITION- 42 46 04.80   (N) 099 06 33.54   (W)   HD_HELD1
 NN0414* NAVD 88 ORTHO HEIGHT -   617.695 (meters)     2026.55  (feet) ADJUSTED
 NN0414  ______________________________________________________________________
 NN0414  GEOID HEIGHT    -        -24.585 (meters)                     GEOID18
 NN0414  DYNAMIC HEIGHT  -        617.466 (meters)     2025.80  (feet) COMP
 NN0414  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 NN0414
 NN0414  VERT ORDER      -  SECOND    CLASS 0
 NN0414
 NN0414.The horizontal coordinates were determined by differentially corrected
 NN0414.hand held GPS observations or other comparable positioning techniques
 NN0414.and have an estimated accuracy of +/- 3 meters.
 NN0414
 NN0414.The orthometric height was determined by differential leveling and
 NN0414.adjusted by the NATIONAL GEODETIC SURVEY
 NN0414.in June 1991.
 NN0414
 NN0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0414.GEOID18 height accuracy estimate available here.
 NN0414
 NN0414.Click photographs - Photos may exist for this station.
 NN0414
 NN0414.The dynamic height is computed by dividing the NAVD 88
 NN0414.geopotential number by the normal gravity value computed on the
 NN0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0414.degrees latitude (g = 980.6199 gals.).
 NN0414
 NN0414.The modeled gravity was interpolated from observed gravity values.
 NN0414
 NN0414;                    North         East    Units  Estimated Accuracy
 NN0414;SPC NE       -   326,225.0     572,891.4     MT  (+/- 3 meters HH1 GPS) 
 NN0414
 NN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9105635057(NAD 83)
 NN0414
 NN0414                          SUPERSEDED SURVEY CONTROL
 NN0414
 NN0414  NGVD 29 (??/??/92)  617.452  (m)         2025.76   (f) ADJ UNCH    2 0
 NN0414
 NN0414.Superseded values are not recommended for survey control.
 NN0414
 NN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0414.See file dsdata.pdf to determine how the superseded data were derived.
 NN0414
 NN0414_MARKER: DB = BENCH MARK DISK
 NN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0414_STAMPING: X 218 1946
 NN0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0414+STABILITY: SURFACE MOTION
 NN0414
 NN0414  HISTORY     - Date     Condition        Report By
 NN0414  HISTORY     - 1946     MONUMENTED       CGS
 NN0414
 NN0414                          STATION DESCRIPTION
 NN0414
 NN0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0414'15.1 MI N FROM STUART.
 NN0414'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0414'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0414'NO. 20, THENCE NORTH 12.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0414'MARK, BENCH MARK IS 44.0 FEET WEST OF AND ABOUT LEVEL WITH THE
 NN0414'CENTER LINE OF THE ROAD, 101.0 FEET NORTHWEST OF A TWENTYFOUR
 NN0414'INCH COTTONWOOD TREE, 3.0 FEET SOUTH OF AN EAST-WEST SECTION
 NN0414'LINE FENCE AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A
 NN0414'BRONZE DISK STAMPED X 218 1946 SET IN THE TOP OF A CONCRETE
 NN0414'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0352 ***********************************************************************
 NN0352  DESIGNATION -  X 219
 NN0352  PID         -  NN0352
 NN0352  STATE/COUNTY-  NE/ROCK
 NN0352  COUNTRY     -  US
 NN0352  USGS QUAD   -  NEWPORT (2017)
 NN0352
 NN0352                         *CURRENT SURVEY CONTROL
 NN0352  ______________________________________________________________________
 NN0352* NAD 83(1986) POSITION- 42 35 37.84   (N) 099 15 27.24   (W)   HD_HELD1
 NN0352* NAVD 88 ORTHO HEIGHT -   670.063 (meters)     2198.36  (feet) ADJUSTED
 NN0352  ______________________________________________________________________
 NN0352  GEOID HEIGHT    -        -23.759 (meters)                     GEOID18
 NN0352  DYNAMIC HEIGHT  -        669.798 (meters)     2197.50  (feet) COMP
 NN0352  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 NN0352
 NN0352  VERT ORDER      -  FIRST     CLASS II
 NN0352
 NN0352.The horizontal coordinates were determined by differentially corrected
 NN0352.hand held GPS observations or other comparable positioning techniques
 NN0352.and have an estimated accuracy of +/- 3 meters.
 NN0352
 NN0352.The orthometric height was determined by differential leveling and
 NN0352.adjusted by the NATIONAL GEODETIC SURVEY
 NN0352.in June 1991.
 NN0352
 NN0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0352.GEOID18 height accuracy estimate available here.
 NN0352
 NN0352.Click photographs - Photos may exist for this station.
 NN0352
 NN0352.The dynamic height is computed by dividing the NAVD 88
 NN0352.geopotential number by the normal gravity value computed on the
 NN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0352.degrees latitude (g = 980.6199 gals.).
 NN0352
 NN0352.The modeled gravity was interpolated from observed gravity values.
 NN0352
 NN0352;                    North         East    Units  Estimated Accuracy
 NN0352;SPC NE       -   306,767.3     560,925.4     MT  (+/- 3 meters HH1 GPS) 
 NN0352
 NN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7886815745(NAD 83)
 NN0352
 NN0352                          SUPERSEDED SURVEY CONTROL
 NN0352
 NN0352  NGVD 29 (??/??/92)  669.828  (m)         2197.59   (f) ADJ UNCH    1 2
 NN0352
 NN0352.Superseded values are not recommended for survey control.
 NN0352
 NN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0352.See file dsdata.pdf to determine how the superseded data were derived.
 NN0352
 NN0352_MARKER: DB = BENCH MARK DISK
 NN0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0352_STAMPING: X 219 1946
 NN0352_MARK LOGO: CGS
 NN0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0352+STABILITY: SURFACE MOTION
 NN0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0352+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 NN0352
 NN0352  HISTORY     - Date     Condition        Report By
 NN0352  HISTORY     - 1946     MONUMENTED       CGS
 NN0352  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0352  HISTORY     - 20100809 GOOD             JEOCON
 NN0352  HISTORY     - 20210707 MARK NOT FOUND   NEGS
 NN0352
 NN0352                          STATION DESCRIPTION
 NN0352
 NN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0352'0.5 MI S FROM NEWPORT.
 NN0352'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0352'NEWPORT, ROCK COUNTY, THENCE 3.6 MILES EAST ALONG U.S. HIGHWAY
 NN0352'20, 100 YARDS EAST OF A NORTH-AND-SOUTH FENCE LINE, 46 FEET
 NN0352'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTH OF A SMALL
 NN0352'COTTONWOOD TREE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 NN0352'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0352'X 219 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0352'3 INCHES ABOVE GROUND.
 NN0352
 NN0352                          STATION RECOVERY (1982)
 NN0352
 NN0352'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0352'MARK NOT FOUND.
 NN0352
 NN0352                          STATION RECOVERY (2010)
 NN0352
 NN0352'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 NN0352'RECOVERED IN GOOD CONDITION.
 NN0352
 NN0352                          STATION RECOVERY (2021)
 NN0352
 NN0352'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0352'THIS MARK IS REPORTED TO BE FOUND IN A 2010 RECOVERY.  THE GPS
 NN0352'POSITION LISTED ON THE 2010 RECOVERY MATCHES THE APPROXIMATELY VALUES
 NN0352'FOR X 219 RESET.  THIS MARK WAS SEARCHED FOR AND NOT FOUND JULY 07,
 NN0352'2021.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0113 ***********************************************************************
 MM0113  DESIGNATION -  X 22
 MM0113  PID         -  MM0113
 MM0113  STATE/COUNTY-  NE/MCPHERSON
 MM0113  COUNTRY     -  US
 MM0113  USGS QUAD   -  PULLEN RANCH (2017)
 MM0113
 MM0113                         *CURRENT SURVEY CONTROL
 MM0113  ______________________________________________________________________
 MM0113* NAD 83(1986) POSITION- 41 28 15.84   (N) 100 52 38.85   (W)   HD_HELD1
 MM0113* NAVD 88 ORTHO HEIGHT -   972.520 (meters)     3190.68  (feet) ADJUSTED
 MM0113  ______________________________________________________________________
 MM0113  GEOID HEIGHT    -        -21.879 (meters)                     GEOID18
 MM0113  DYNAMIC HEIGHT  -        971.931 (meters)     3188.74  (feet) COMP
 MM0113  MODELED GRAVITY -    979,984.6   (mgal)                       NAVD 88
 MM0113
 MM0113  VERT ORDER      -  FIRST     CLASS II
 MM0113
 MM0113.The horizontal coordinates were determined by differentially corrected
 MM0113.hand held GPS observations or other comparable positioning techniques
 MM0113.and have an estimated accuracy of +/- 3 meters.
 MM0113
 MM0113.The orthometric height was determined by differential leveling and
 MM0113.adjusted by the NATIONAL GEODETIC SURVEY
 MM0113.in June 1991.
 MM0113
 MM0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0113.GEOID18 height accuracy estimate available here.
 MM0113
 MM0113.Click photographs - Photos may exist for this station.
 MM0113
 MM0113.The dynamic height is computed by dividing the NAVD 88
 MM0113.geopotential number by the normal gravity value computed on the
 MM0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0113.degrees latitude (g = 980.6199 gals.).
 MM0113
 MM0113.The modeled gravity was interpolated from observed gravity values.
 MM0113
 MM0113;                    North         East    Units  Estimated Accuracy
 MM0113;SPC NE       -   182,201.5     426,729.3     MT  (+/- 3 meters HH1 GPS) 
 MM0113
 MM0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4322892753(NAD 83)
 MM0113
 MM0113                          SUPERSEDED SURVEY CONTROL
 MM0113
 MM0113  NGVD 29 (02/14/92)  972.146  (m)         3189.45   (f) ADJUSTED    1 2
 MM0113  NGVD 29 (??/??/87)  972.146  (m)         3189.45   (f) SUPERSEDED  1 2
 MM0113
 MM0113.Superseded values are not recommended for survey control.
 MM0113
 MM0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0113.See file dsdata.pdf to determine how the superseded data were derived.
 MM0113
 MM0113_MARKER: DB = BENCH MARK DISK
 MM0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0113_STAMPING: X 22 1933 3189.449
 MM0113_MARK LOGO: CGS
 MM0113_PROJECTION: PROJECTING 5 CENTIMETERS
 MM0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0113+STABILITY: SURFACE MOTION
 MM0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0113+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 MM0113
 MM0113  HISTORY     - Date     Condition        Report By
 MM0113  HISTORY     - 1933     MONUMENTED       CGS
 MM0113  HISTORY     - 1934     GOOD             CGS
 MM0113  HISTORY     - 19910820 GOOD             NGS
 MM0113  HISTORY     - 20180530 GOOD             NEGS
 MM0113
 MM0113                          STATION DESCRIPTION
 MM0113
 MM0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0113'9.3 MI SE FROM TRYON.
 MM0113'9.3 MILES SOUTHEAST ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0113'TRYON, MC PHERSON COUNTY, 1.8 MILES SOUTH OF A SCHOOLHOUSE,
 MM0113'ON THE INSIDE OF A CURVE, 56 FEET WEST OF THE CENTERLINE OF THE
 MM0113'OLD HIGHWAY, NEAR A FIELD ENTRANCE, 24 FEET WEST OF A FENCE
 MM0113'CORNER, AND 1 FOOT SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MM0113'DISK, STAMPED 3189.449 X 22 1933 AND SET IN THE TOP OF A CONCRETE
 MM0113'POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0113
 MM0113                          STATION RECOVERY (1934)
 MM0113
 MM0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MM0113'RECOVERED IN GOOD CONDITION.
 MM0113
 MM0113                          STATION RECOVERY (1991)
 MM0113
 MM0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0113'13.1 KM (8.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0113'COURTHOUSE IN TRYON, 25.6 M (84.0 FT) WEST OF A FENCE, 21.5 M (70.5
 MM0113'FT) EAST OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) NORTH OF THE
 MM0113'CENTER OF A PAVED FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 MM0113'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 MM0113'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 MM0113
 MM0113                          STATION RECOVERY (2018)
 MM0113
 MM0113'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 MM0113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0397 ***********************************************************************
 NN0397  DESIGNATION -  X 220
 NN0397  PID         -  NN0397
 NN0397  STATE/COUNTY-  NE/BOYD
 NN0397  COUNTRY     -  US
 NN0397  USGS QUAD   -  NAPER SW (2017)
 NN0397
 NN0397                         *CURRENT SURVEY CONTROL
 NN0397  ______________________________________________________________________
 NN0397* NAD 83(1986) POSITION- 42 52 09.90   (N) 099 13 04.03   (W)   HD_HELD1
 NN0397* NAVD 88 ORTHO HEIGHT -   583.309 (meters)     1913.74  (feet) ADJUSTED
 NN0397  ______________________________________________________________________
 NN0397  GEOID HEIGHT    -        -24.821 (meters)                     GEOID18
 NN0397  DYNAMIC HEIGHT  -        583.093 (meters)     1913.03  (feet) COMP
 NN0397  MODELED GRAVITY -    980,231.6   (mgal)                       NAVD 88
 NN0397
 NN0397  VERT ORDER      -  SECOND    CLASS 0
 NN0397
 NN0397.The horizontal coordinates were determined by differentially corrected
 NN0397.hand held GPS observations or other comparable positioning techniques
 NN0397.and have an estimated accuracy of +/- 3 meters.
 NN0397
 NN0397.The orthometric height was determined by differential leveling and
 NN0397.adjusted by the NATIONAL GEODETIC SURVEY
 NN0397.in June 1991.
 NN0397
 NN0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0397.GEOID18 height accuracy estimate available here.
 NN0397
 NN0397.Click photographs - Photos may exist for this station.
 NN0397
 NN0397.The dynamic height is computed by dividing the NAVD 88
 NN0397.geopotential number by the normal gravity value computed on the
 NN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0397.degrees latitude (g = 980.6199 gals.).
 NN0397
 NN0397.The modeled gravity was interpolated from observed gravity values.
 NN0397
 NN0397;                    North         East    Units  Estimated Accuracy
 NN0397;SPC NE       -   337,404.1     563,912.8     MT  (+/- 3 meters HH1 GPS) 
 NN0397
 NN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8221146336(NAD 83)
 NN0397
 NN0397                          SUPERSEDED SURVEY CONTROL
 NN0397
 NN0397  NGVD 29 (??/??/92)  583.046  (m)         1912.88   (f) ADJ UNCH    2 0
 NN0397
 NN0397.Superseded values are not recommended for survey control.
 NN0397
 NN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0397.See file dsdata.pdf to determine how the superseded data were derived.
 NN0397
 NN0397_MARKER: DB = BENCH MARK DISK
 NN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0397_STAMPING: X 220 1946
 NN0397_MARK LOGO: CGS
 NN0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0397+STABILITY: SURFACE MOTION
 NN0397
 NN0397  HISTORY     - Date     Condition        Report By
 NN0397  HISTORY     - 1946     MONUMENTED       CGS
 NN0397
 NN0397                          STATION DESCRIPTION
 NN0397
 NN0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0397'11 MI SE FROM BROCKSBURG.
 NN0397'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0397'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0397'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0397'EAST 3.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0397'MARK IS 28.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0397'LINE OF THE ROAD, 25.0 FEET WEST OF A NORTH-SOUTH SECTION FENCE
 NN0397'LINE, 9.5 FEET WEST OF THE WEST END OF A WIRE GATE, 3.0 FEET
 NN0397'SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER
 NN0397'POST.  A BRONZE DISK STAMPED X 220 1946 SET IN THE TOP OF A
 NN0397'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1594 ***********************************************************************
 NM1594  DESIGNATION -  X 221 RESET
 NM1594  PID         -  NM1594
 NM1594  STATE/COUNTY-  NE/ANTELOPE
 NM1594  COUNTRY     -  US
 NM1594  USGS QUAD   -  BRUNSWICK (2017)
 NM1594
 NM1594                         *CURRENT SURVEY CONTROL
 NM1594  ______________________________________________________________________
 NM1594* NAD 83(1986) POSITION- 42 21 01.     (N) 097 53 21.     (W)   SCALED
 NM1594* NAVD 88 ORTHO HEIGHT -   541.76  (+/-2cm)     1777.4   (feet) VERTCON
 NM1594  ______________________________________________________________________
 NM1594  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 NM1594  VERT ORDER      -  THIRD (See Below)
 NM1594
 NM1594.The horizontal coordinates were scaled from a map and have
 NM1594.an estimated accuracy of +/- 6 seconds.
 NM1594
 NM1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1594
 NM1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1594.GEOID18 height accuracy estimate available here.
 NM1594
 NM1594.The vertical order pertains to the NGVD 29 superseded value.
 NM1594
 NM1594.Click photographs - Photos may exist for this station.
 NM1594
 NM1594;                    North         East    Units  Estimated Accuracy
 NM1594;SPC NE       -   281,580.      673,860.      MT  (+/- 180 meters Scaled)
 NM1594
 NM1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM914892(NAD 83)
 NM1594
 NM1594                          SUPERSEDED SURVEY CONTROL
 NM1594
 NM1594  NGVD 29 (01/31/13)  541.57   (m)         1776.8    (f) RESET       3  
 NM1594
 NM1594.Superseded values are not recommended for survey control.
 NM1594
 NM1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1594.See file dsdata.pdf to determine how the superseded data were derived.
 NM1594
 NM1594_MARKER: DV = VERTICAL CONTROL DISK
 NM1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1594_STAMPING: X 221 RESET 1978
 NM1594_MARK LOGO: NGS
 NM1594_PROJECTION: FLUSH
 NM1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1594+STABILITY: SURFACE MOTION
 NM1594
 NM1594  HISTORY     - Date     Condition        Report By
 NM1594  HISTORY     - 1978     MONUMENTED       NGS
 NM1594
 NM1594                          STATION DESCRIPTION
 NM1594
 NM1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NM1594'4.7 MI WEST FROM PLAINVIEW.
 NM1594'4.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM JUNCTION OF STATE HIGHWAY
 NM1594'13 IN PLAINVIEW TO MARK ON RIGHT, 0.1 MILE EAST OF JUNCTION OF U.S.
 NM1594'HIGHWAY 20 AND STATE HIGHWAY 13, 71 FEET NORTH OF CENTER OF U.S.
 NM1594'HIGHWAY 20, 3 FEET EAST OF A TREE, 2.5 FEET WEST OF TREE, AND IS IN
 NM1594'A ROW OF TREES.
 NM1594'THE MARK IS 1.6 FT  WNW FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0493 ***********************************************************************
 NN0493  DESIGNATION -  X 222
 NN0493  PID         -  NN0493
 NN0493  STATE/COUNTY-  NE/ROCK
 NN0493  COUNTRY     -  US
 NN0493  USGS QUAD   -  BASSETT (2017)
 NN0493
 NN0493                         *CURRENT SURVEY CONTROL
 NN0493  ______________________________________________________________________
 NN0493* NAD 83(1986) POSITION- 42 34 06.     (N) 099 36 12.     (W)   SCALED
 NN0493* NAVD 88 ORTHO HEIGHT -   716.192 (meters)     2349.71  (feet) ADJUSTED
 NN0493  ______________________________________________________________________
 NN0493  GEOID HEIGHT    -        -23.114 (meters)                     GEOID18
 NN0493  DYNAMIC HEIGHT  -        715.898 (meters)     2348.74  (feet) COMP
 NN0493  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 NN0493
 NN0493  VERT ORDER      -  FIRST     CLASS II
 NN0493
 NN0493.The horizontal coordinates were scaled from a map and have
 NN0493.an estimated accuracy of +/- 6 seconds.
 NN0493
 NN0493.The orthometric height was determined by differential leveling and
 NN0493.adjusted by the NATIONAL GEODETIC SURVEY
 NN0493.in June 1991.
 NN0493
 NN0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0493.GEOID18 height accuracy estimate available here.
 NN0493
 NN0493.Click photographs - Photos may exist for this station.
 NN0493
 NN0493.The dynamic height is computed by dividing the NAVD 88
 NN0493.geopotential number by the normal gravity value computed on the
 NN0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0493.degrees latitude (g = 980.6199 gals.).
 NN0493
 NN0493.The modeled gravity was interpolated from observed gravity values.
 NN0493
 NN0493;                    North         East    Units  Estimated Accuracy
 NN0493;SPC NE       -   303,750.      532,560.      MT  (+/- 180 meters Scaled)
 NN0493
 NN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN504130(NAD 83)
 NN0493
 NN0493                          SUPERSEDED SURVEY CONTROL
 NN0493
 NN0493  NGVD 29 (??/??/92)  715.933  (m)         2348.86   (f) ADJ UNCH    1 2
 NN0493
 NN0493.Superseded values are not recommended for survey control.
 NN0493
 NN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0493.See file dsdata.pdf to determine how the superseded data were derived.
 NN0493
 NN0493_MARKER: DB = BENCH MARK DISK
 NN0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0493_STAMPING: X 222 1946
 NN0493_MARK LOGO: CGS
 NN0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0493+STABILITY: SURFACE MOTION
 NN0493
 NN0493  HISTORY     - Date     Condition        Report By
 NN0493  HISTORY     - 1946     MONUMENTED       CGS
 NN0493
 NN0493                          STATION DESCRIPTION
 NN0493
 NN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0493'0.5 MI S FROM BASSETT.
 NN0493'0.5 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0493'BASSETT, ROCK COUNTY, THENCE 3.5 MILES SOUTHWEST ALONG U.S.
 NN0493'HIGHWAY 20, 72 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 NN0493'49 FEET SOUTHEAST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NN0493'WESTERN RAILWAY TRACK, 14 FEET SOUTHEAST OF C. AND N.W. RY.
 NN0493'MILEPOST 208, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND
 NN0493'2-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0493'X 222 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0493'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0561 ***********************************************************************
 NN0561  DESIGNATION -  X 223
 NN0561  PID         -  NN0561
 NN0561  STATE/COUNTY-  NE/KEYA PAHA
 NN0561  COUNTRY     -  US
 NN0561  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0561
 NN0561                         *CURRENT SURVEY CONTROL
 NN0561  ______________________________________________________________________
 NN0561* NAD 83(1986) POSITION- 42 53 48.     (N) 099 41 22.     (W)   SCALED
 NN0561* NAVD 88 ORTHO HEIGHT -   696.458 (meters)     2284.96  (feet) ADJUSTED
 NN0561  ______________________________________________________________________
 NN0561  GEOID HEIGHT    -        -23.981 (meters)                     GEOID18
 NN0561  DYNAMIC HEIGHT  -        696.187 (meters)     2284.07  (feet) COMP
 NN0561  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 NN0561
 NN0561  VERT ORDER      -  FIRST     CLASS II
 NN0561
 NN0561.The horizontal coordinates were scaled from a map and have
 NN0561.an estimated accuracy of +/- 6 seconds.
 NN0561
 NN0561.The orthometric height was determined by differential leveling and
 NN0561.adjusted by the NATIONAL GEODETIC SURVEY
 NN0561.in June 1991.
 NN0561
 NN0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0561.GEOID18 height accuracy estimate available here.
 NN0561
 NN0561.Click photographs - Photos may exist for this station.
 NN0561
 NN0561.The dynamic height is computed by dividing the NAVD 88
 NN0561.geopotential number by the normal gravity value computed on the
 NN0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0561.degrees latitude (g = 980.6199 gals.).
 NN0561
 NN0561.The modeled gravity was interpolated from observed gravity values.
 NN0561
 NN0561;                    North         East    Units  Estimated Accuracy
 NN0561;SPC NE       -   340,190.      525,360.      MT  (+/- 180 meters Scaled)
 NN0561
 NN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN437495(NAD 83)
 NN0561
 NN0561                          SUPERSEDED SURVEY CONTROL
 NN0561
 NN0561  NGVD 29 (??/??/92)  696.170  (m)         2284.02   (f) ADJ UNCH    1 2
 NN0561
 NN0561.Superseded values are not recommended for survey control.
 NN0561
 NN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0561.See file dsdata.pdf to determine how the superseded data were derived.
 NN0561
 NN0561_MARKER: DB = BENCH MARK DISK
 NN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0561_STAMPING: X 223 1946
 NN0561_MARK LOGO: CGS
 NN0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0561+STABILITY: SURFACE MOTION
 NN0561
 NN0561  HISTORY     - Date     Condition        Report By
 NN0561  HISTORY     - 1946     MONUMENTED       CGS
 NN0561
 NN0561                          STATION DESCRIPTION
 NN0561
 NN0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0561'8 MI NE FROM SPRINGVIEW.
 NN0561'ALONG A GRAVELED COUNTY ROAD, 5.0 MILES NORTH THENCE 3.0 MILES
 NN0561'EAST OF THE COURT HOUSE IN SPRINGVIEW, NEAR A SECTION CORNER,
 NN0561'42 FEET SOUTH OF THE CENTER OF THE ROAD, 27 FEET EAST OF THE
 NN0561'CENTER OF A DIM ROAD TO THE SOUTH, 10 FEET SOUTH OF A CORNER
 NN0561'FENCE POST, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF WITNESS
 NN0561'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1171 ***********************************************************************
 NM1171  DESIGNATION -  X 224
 NM1171  PID         -  NM1171
 NM1171  STATE/COUNTY-  NE/WAYNE
 NM1171  COUNTRY     -  US
 NM1171  USGS QUAD   -  HOSKINS (2017)
 NM1171
 NM1171                         *CURRENT SURVEY CONTROL
 NM1171  ______________________________________________________________________
 NM1171* NAD 83(1986) POSITION- 42 06 49.     (N) 097 18 23.     (W)   SCALED
 NM1171* NAVD 88 ORTHO HEIGHT -   507.552 (meters)     1665.19  (feet) ADJUSTED
 NM1171  ______________________________________________________________________
 NM1171  GEOID HEIGHT    -        -24.810 (meters)                     GEOID18
 NM1171  DYNAMIC HEIGHT  -        507.357 (meters)     1664.55  (feet) COMP
 NM1171  MODELED GRAVITY -    980,222.5   (mgal)                       NAVD 88
 NM1171
 NM1171  VERT ORDER      -  FIRST     CLASS II
 NM1171
 NM1171.The horizontal coordinates were scaled from a map and have
 NM1171.an estimated accuracy of +/- 6 seconds.
 NM1171
 NM1171.The orthometric height was determined by differential leveling and
 NM1171.adjusted by the NATIONAL GEODETIC SURVEY
 NM1171.in June 1991.
 NM1171
 NM1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1171.GEOID18 height accuracy estimate available here.
 NM1171
 NM1171.Click photographs - Photos may exist for this station.
 NM1171
 NM1171.The dynamic height is computed by dividing the NAVD 88
 NM1171.geopotential number by the normal gravity value computed on the
 NM1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1171.degrees latitude (g = 980.6199 gals.).
 NM1171
 NM1171.The modeled gravity was interpolated from observed gravity values.
 NM1171
 NM1171;                    North         East    Units  Estimated Accuracy
 NM1171;SPC NE       -   256,640.      722,670.      MT  (+/- 180 meters Scaled)
 NM1171
 NM1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM400637(NAD 83)
 NM1171
 NM1171                          SUPERSEDED SURVEY CONTROL
 NM1171
 NM1171  NGVD 29 (??/??/92)  507.356  (m)         1664.55   (f) ADJ UNCH    1 2
 NM1171
 NM1171.Superseded values are not recommended for survey control.
 NM1171
 NM1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1171.See file dsdata.pdf to determine how the superseded data were derived.
 NM1171
 NM1171_MARKER: DB = BENCH MARK DISK
 NM1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1171_STAMPING: X 224 1947
 NM1171_MARK LOGO: CGS
 NM1171_PROJECTION: FLUSH
 NM1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1171+STABILITY: SURFACE MOTION
 NM1171
 NM1171  HISTORY     - Date     Condition        Report By
 NM1171  HISTORY     - 1947     MONUMENTED       CGS
 NM1171
 NM1171                          STATION DESCRIPTION
 NM1171
 NM1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1171'AT HOSKINS.
 NM1171'AT HOSKINS, IN A SMALL PARK AREA BETWEEN THE MAIN TRACK AND A
 NM1171'SIDING AND BETWEEN THE MAIN NORTH AND SOUTH STREET OF HOSKINS AND
 NM1171'THE NORTHEAST END OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1171'RAILROAD STATION, 48.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NM1171'MAIN STREET, 42.5 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST
 NM1171'END OF THE RAILROAD STATION, 28.4 FEET SOUTHEAST OF THE SOUTHEAST
 NM1171'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 19.0 FEET NORTHWEST OF
 NM1171'THE NORTHWEST RAIL OF THE SIDE TRACKS, 12.7 FEET SOUTHEAST OF THE
 NM1171'CONCRETE CURB ALONG THE SOUTHEAST EDGE OF A DRIVEWAY, 5.5 FEET
 NM1171'NORTHWEST OF TELEPHONE POLE 38/5, 1.6 FEET SOUTHEAST OF 4 X 4
 NM1171'MARKER POST, 0.5 FOOT NORTHEAST EDGE OF A NORTHWEST AND SOUTHEAST
 NM1171'CONCRETE WALK, 1.0 FOOT ABOVE THE TRACK, SET IN THE TOP OF A
 NM1171'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1209 ***********************************************************************
 NM1209  DESIGNATION -  X 225
 NM1209  PID         -  NM1209
 NM1209  STATE/COUNTY-  NE/WAYNE
 NM1209  COUNTRY     -  US
 NM1209  USGS QUAD   -  WAYNE (2017)
 NM1209
 NM1209                         *CURRENT SURVEY CONTROL
 NM1209  ______________________________________________________________________
 NM1209* NAD 83(1986) POSITION- 42 14 08.     (N) 097 00 05.     (W)   SCALED
 NM1209* NAVD 88 ORTHO HEIGHT -   439.669 (meters)     1442.48  (feet) ADJUSTED
 NM1209  ______________________________________________________________________
 NM1209  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 NM1209  DYNAMIC HEIGHT  -        439.516 (meters)     1441.98  (feet) COMP
 NM1209  MODELED GRAVITY -    980,261.3   (mgal)                       NAVD 88
 NM1209
 NM1209  VERT ORDER      -  FIRST     CLASS II
 NM1209
 NM1209.The horizontal coordinates were scaled from a map and have
 NM1209.an estimated accuracy of +/- 6 seconds.
 NM1209
 NM1209.The orthometric height was determined by differential leveling and
 NM1209.adjusted by the NATIONAL GEODETIC SURVEY
 NM1209.in June 1991.
 NM1209
 NM1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1209.GEOID18 height accuracy estimate available here.
 NM1209
 NM1209.Click photographs - Photos may exist for this station.
 NM1209
 NM1209.The dynamic height is computed by dividing the NAVD 88
 NM1209.geopotential number by the normal gravity value computed on the
 NM1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1209.degrees latitude (g = 980.6199 gals.).
 NM1209
 NM1209.The modeled gravity was interpolated from observed gravity values.
 NM1209
 NM1209;                    North         East    Units  Estimated Accuracy
 NM1209;SPC NE       -   271,010.      747,410.      MT  (+/- 180 meters Scaled)
 NM1209
 NM1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM649778(NAD 83)
 NM1209
 NM1209                          SUPERSEDED SURVEY CONTROL
 NM1209
 NM1209  NGVD 29 (??/??/92)  439.491  (m)         1441.90   (f) ADJ UNCH    1 2
 NM1209
 NM1209.Superseded values are not recommended for survey control.
 NM1209
 NM1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1209.See file dsdata.pdf to determine how the superseded data were derived.
 NM1209
 NM1209_MARKER: DB = BENCH MARK DISK
 NM1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1209_STAMPING: X 225 1947
 NM1209_MARK LOGO: CGS
 NM1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1209+STABILITY: SURFACE MOTION
 NM1209
 NM1209  HISTORY     - Date     Condition        Report By
 NM1209  HISTORY     - 1947     MONUMENTED       CGS
 NM1209
 NM1209                          STATION DESCRIPTION
 NM1209
 NM1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1209'1 MI NE FROM WAYNE.
 NM1209'1.0 MILE NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1209'OMAHA RAILWAY FROM THE STATION AT WAYNE, AT AN EAST-WEST GRAVEL
 NM1209'ROAD CROSSING WHICH LEADS TO THE WAYNE MUNICIPAL AIRPORT, 115.0
 NM1209'FEET NORTH OF AND ACROSS THE ROAD CROSSING FROM TELEPHONE POLE
 NM1209'NO. 17/15, 48.0 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD
 NM1209'CROSSING, 37.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 NM1209'TRACK, 35.0 FEET SOUTHEAST OF THE CENTER OF A NORTHEAST-SOUTHWEST
 NM1209'DIRT ROAD, 29.7 FEET EAST NORTHEAST OF A TELEPHONE POLE, 2.5 FEET
 NM1209'NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 NM1209'ELEVATION AS THE TRACK AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1210 ***********************************************************************
 NM1210  DESIGNATION -  X 225 RESET
 NM1210  PID         -  NM1210
 NM1210  STATE/COUNTY-  NE/WAYNE
 NM1210  COUNTRY     -  US
 NM1210  USGS QUAD   -  WAYNE (2017)
 NM1210
 NM1210                         *CURRENT SURVEY CONTROL
 NM1210  ______________________________________________________________________
 NM1210* NAD 83(1986) POSITION- 42 14 06.     (N) 097 00 06.     (W)   SCALED
 NM1210* NAVD 88 ORTHO HEIGHT -   439.66  (meters)     1442.5   (feet) RESET
 NM1210  ______________________________________________________________________
 NM1210  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 NM1210  VERT ORDER      -  THIRD
 NM1210
 NM1210.The horizontal coordinates were scaled from a map and have
 NM1210.an estimated accuracy of +/- 6 seconds.
 NM1210
 NM1210.The orthometric height was computed from unverified reset data.
 NM1210
 NM1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1210.GEOID18 height accuracy estimate available here.
 NM1210
 NM1210.Click photographs - Photos may exist for this station.
 NM1210
 NM1210;                    North         East    Units  Estimated Accuracy
 NM1210;SPC NE       -   270,940.      747,380.      MT  (+/- 180 meters Scaled)
 NM1210
 NM1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM648778(NAD 83)
 NM1210
 NM1210                          SUPERSEDED SURVEY CONTROL
 NM1210
 NM1210  NGVD 29 (??/??/??)  439.48   (m)         1441.9    (f) RESET       3  
 NM1210
 NM1210.Superseded values are not recommended for survey control.
 NM1210
 NM1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1210.See file dsdata.pdf to determine how the superseded data were derived.
 NM1210
 NM1210_MARKER: DB = BENCH MARK DISK
 NM1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1210_STAMPING: X 225 RESET 1956
 NM1210_MARK LOGO: CGS
 NM1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1210+STABILITY: SURFACE MOTION
 NM1210
 NM1210  HISTORY     - Date     Condition        Report By
 NM1210  HISTORY     - 1956     MONUMENTED       NEDR
 NM1210
 NM1210                          STATION DESCRIPTION
 NM1210
 NM1210'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 NM1210'1 MI NE FROM WAYNE.
 NM1210'1.0 MI NE ALONG THE SOO LINE RAILWAY FROM THE STATION AT WAYNE, AT
 NM1210'THE CROSSING OF AN E-W HIGHWAY LEADING TO THE WAYNE MUNICIPAL
 NM1210'AIRPORT, 140 FT SW OF THE CROSSING, 190 FT NE OF A FARMHOUSE,
 NM1210'64 FT NE OF A POWER POLE WITH A TRANSFORMER, 47.5 FT SE OF THE
 NM1210'SE RAIL OF THE TRACK, 1 FOOT W OF A WHITE WOODEN WITNESS POST AND
 NM1210'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 225 RESET
 NM1210'1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 NM1210'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0004 ***********************************************************************
 NO0004  DESIGNATION -  X 226
 NO0004  PID         -  NO0004
 NO0004  STATE/COUNTY-  NE/BROWN
 NO0004  COUNTRY     -  US
 NO0004  USGS QUAD   -  JOHNSTOWN (2017)
 NO0004
 NO0004                         *CURRENT SURVEY CONTROL
 NO0004  ______________________________________________________________________
 NO0004* NAD 83(1986) POSITION- 42 34 43.     (N) 100 00 01.     (W)   SCALED
 NO0004* NAVD 88 ORTHO HEIGHT -   787.458 (meters)     2583.52  (feet) ADJUSTED
 NO0004  ______________________________________________________________________
 NO0004  GEOID HEIGHT    -        -22.417 (meters)                     GEOID18
 NO0004  DYNAMIC HEIGHT  -        787.127 (meters)     2582.43  (feet) COMP
 NO0004  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 NO0004
 NO0004  VERT ORDER      -  FIRST     CLASS II
 NO0004
 NO0004.This mark is at Ainsworth Municipal Airport (ANW)
 NO0004
 NO0004.The horizontal coordinates were scaled from a map and have
 NO0004.an estimated accuracy of +/- 6 seconds.
 NO0004
 NO0004.The orthometric height was determined by differential leveling and
 NO0004.adjusted by the NATIONAL GEODETIC SURVEY
 NO0004.in June 1991.
 NO0004
 NO0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0004.GEOID18 height accuracy estimate available here.
 NO0004
 NO0004.Click photographs - Photos may exist for this station.
 NO0004
 NO0004.The dynamic height is computed by dividing the NAVD 88
 NO0004.geopotential number by the normal gravity value computed on the
 NO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0004.degrees latitude (g = 980.6199 gals.).
 NO0004
 NO0004.The modeled gravity was interpolated from observed gravity values.
 NO0004
 NO0004;                    North         East    Units  Estimated Accuracy
 NO0004;SPC NE       -   304,810.      499,980.      MT  (+/- 180 meters Scaled)
 NO0004
 NO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN179145(NAD 83)
 NO0004
 NO0004                          SUPERSEDED SURVEY CONTROL
 NO0004
 NO0004  NGVD 29 (??/??/92)  787.161  (m)         2582.54   (f) ADJ UNCH    1 2
 NO0004
 NO0004.Superseded values are not recommended for survey control.
 NO0004
 NO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0004.See file dsdata.pdf to determine how the superseded data were derived.
 NO0004
 NO0004_MARKER: DB = BENCH MARK DISK
 NO0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0004_SP_SET: TOWER BASE
 NO0004_STAMPING: X 226 1946
 NO0004_MARK LOGO: CGS
 NO0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0004
 NO0004  HISTORY     - Date     Condition        Report By
 NO0004  HISTORY     - 1946     MONUMENTED       CGS
 NO0004  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0004
 NO0004                          STATION DESCRIPTION
 NO0004
 NO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0004'2.6 MI E FROM JOHNSTOWN.
 NO0004'2.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0004'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, THENCE
 NO0004'1.1 MILES NORTH AND 0.4 MILE EAST ALONG PAVED ROADS, AT AINSWORTH
 NO0004'ARMY AIR FIELD, AT THE CONTROL TOWER, AND IN THE TOP OF THE
 NO0004'CONCRETE BASE SUPPORTING THE NORTHWEST CORNER.  A STANDARD
 NO0004'DISK, STAMPED X 226 1946.
 NO0004
 NO0004                          STATION RECOVERY (1984)
 NO0004
 NO0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0070 ***********************************************************************
 NO0070  DESIGNATION -  X 227
 NO0070  PID         -  NO0070
 NO0070  STATE/COUNTY-  NE/BROWN
 NO0070  COUNTRY     -  US
 NO0070  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0070
 NO0070                         *CURRENT SURVEY CONTROL
 NO0070  ______________________________________________________________________
 NO0070* NAD 83(1986) POSITION- 42 42 36.     (N) 100 04 09.     (W)   SCALED
 NO0070* NAVD 88 ORTHO HEIGHT -   780.626 (meters)     2561.10  (feet) ADJUSTED
 NO0070  ______________________________________________________________________
 NO0070  GEOID HEIGHT    -        -22.581 (meters)                     GEOID18
 NO0070  DYNAMIC HEIGHT  -        780.313 (meters)     2560.08  (feet) COMP
 NO0070  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 NO0070
 NO0070  VERT ORDER      -  SECOND    CLASS 0
 NO0070
 NO0070.The horizontal coordinates were scaled from a map and have
 NO0070.an estimated accuracy of +/- 6 seconds.
 NO0070
 NO0070.The orthometric height was determined by differential leveling and
 NO0070.adjusted by the NATIONAL GEODETIC SURVEY
 NO0070.in June 1991.
 NO0070
 NO0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0070.GEOID18 height accuracy estimate available here.
 NO0070
 NO0070.Click photographs - Photos may exist for this station.
 NO0070
 NO0070.The dynamic height is computed by dividing the NAVD 88
 NO0070.geopotential number by the normal gravity value computed on the
 NO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0070.degrees latitude (g = 980.6199 gals.).
 NO0070
 NO0070.The modeled gravity was interpolated from observed gravity values.
 NO0070
 NO0070;                    North         East    Units  Estimated Accuracy
 NO0070;SPC NE       -   319,410.      494,330.      MT  (+/- 180 meters Scaled)
 NO0070
 NO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN124291(NAD 83)
 NO0070
 NO0070                          SUPERSEDED SURVEY CONTROL
 NO0070
 NO0070  NGVD 29 (??/??/92)  780.330  (m)         2560.13   (f) ADJ UNCH    2 0
 NO0070
 NO0070.Superseded values are not recommended for survey control.
 NO0070
 NO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0070.See file dsdata.pdf to determine how the superseded data were derived.
 NO0070
 NO0070_MARKER: DB = BENCH MARK DISK
 NO0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0070_STAMPING: X 227 1946
 NO0070_MARK LOGO: CGS
 NO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0070+STABILITY: SURFACE MOTION
 NO0070
 NO0070  HISTORY     - Date     Condition        Report By
 NO0070  HISTORY     - 1946     MONUMENTED       CGS
 NO0070
 NO0070                          STATION DESCRIPTION
 NO0070
 NO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0070'11.1 MI N FROM JOHNSTOWN.
 NO0070'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0070'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 10.7
 NO0070'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND ABOUT 0.9
 NO0070'MILE SOUTH OF THE HALSTED SCHOOL BUILDING, 35 FEET EAST OF AND
 NO0070'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A
 NO0070'TELEPHONE POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NO0070'SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 NO0070'X 227 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0070'5 INCHES ABOVE THE GROUND.  STAMPED X 227 1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0042 ***********************************************************************
 NO0042  DESIGNATION -  X 228
 NO0042  PID         -  NO0042
 NO0042  STATE/COUNTY-  NE/CHERRY
 NO0042  COUNTRY     -  US
 NO0042  USGS QUAD   -  THATCHER (2017)
 NO0042
 NO0042                         *CURRENT SURVEY CONTROL
 NO0042  ______________________________________________________________________
 NO0042* NAD 83(1986) POSITION- 42 48 13.91   (N) 100 29 21.11   (W)   HD_HELD1
 NO0042* NAVD 88 ORTHO HEIGHT -   809.495 (meters)     2655.82  (feet) ADJUSTED
 NO0042  ______________________________________________________________________
 NO0042  GEOID HEIGHT    -        -21.843 (meters)                     GEOID18
 NO0042  DYNAMIC HEIGHT  -        809.167 (meters)     2654.74  (feet) COMP
 NO0042  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 NO0042
 NO0042  VERT ORDER      -  FIRST     CLASS II
 NO0042
 NO0042.The horizontal coordinates were determined by differentially corrected
 NO0042.hand held GPS observations or other comparable positioning techniques
 NO0042.and have an estimated accuracy of +/- 3 meters.
 NO0042
 NO0042.The orthometric height was determined by differential leveling and
 NO0042.adjusted by the NATIONAL GEODETIC SURVEY
 NO0042.in June 1994.
 NO0042
 NO0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0042.GEOID18 height accuracy estimate available here.
 NO0042
 NO0042.Click photographs - Photos may exist for this station.
 NO0042
 NO0042.The dynamic height is computed by dividing the NAVD 88
 NO0042.geopotential number by the normal gravity value computed on the
 NO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0042.degrees latitude (g = 980.6199 gals.).
 NO0042
 NO0042.The modeled gravity was interpolated from observed gravity values.
 NO0042
 NO0042;                    North         East    Units  Estimated Accuracy
 NO0042;SPC NE       -   329,946.5     459,987.3     MT  (+/- 3 meters HH1 GPS) 
 NO0042
 NO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7823140109(NAD 83)
 NO0042
 NO0042                          SUPERSEDED SURVEY CONTROL
 NO0042
 NO0042  NAVD 88 (06/15/91)  809.536  (m)         2655.95   (f) SUPERSEDED  1 2
 NO0042  NGVD 29 (02/14/92)  809.212  (m)         2654.89   (f) ADJUSTED    1 2
 NO0042  NGVD 29 (??/??/87)  809.252  (m)         2655.02   (f) SUPERSEDED  1 2
 NO0042
 NO0042.Superseded values are not recommended for survey control.
 NO0042
 NO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0042.See file dsdata.pdf to determine how the superseded data were derived.
 NO0042
 NO0042_MARKER: DB = BENCH MARK DISK
 NO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0042_STAMPING: X 228 1946
 NO0042_MARK LOGO: CGS
 NO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0042+STABILITY: SURFACE MOTION
 NO0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0042+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2020
 NO0042
 NO0042  HISTORY     - Date     Condition        Report By
 NO0042  HISTORY     - 1946     MONUMENTED       CGS
 NO0042  HISTORY     - 1949     GOOD             CGS
 NO0042  HISTORY     - 19910903 GOOD             NGS
 NO0042  HISTORY     - 20140122 GOOD             INDIV
 NO0042  HISTORY     - 20200311 GOOD             NEGS
 NO0042
 NO0042                          STATION DESCRIPTION
 NO0042
 NO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0042'5.9 MI SE FROM VALENTINE.
 NO0042'5.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0042'FROM THE STATION AT VALENTINE, CHERRY COUNTY, 5 POLES WEST OF
 NO0042'MILEPOST 263, AT A DIRT-ROAD CROSSING, 97 FEET SOUTH OF THE
 NO0042'CENTERLINE OF THE TRACK, 56 FEET EAST OF THE CENTERLINE OF A
 NO0042'DIRT ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST
 NO0042'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A
 NO0042'STANDARD DISK, STAMPED X 228 1946 AND SET IN THE TOP OF A CONCRETE
 NO0042'POST PROJECTING 5 INCHES ABOVE GROUND.
 NO0042
 NO0042                          STATION RECOVERY (1949)
 NO0042
 NO0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NO0042'RECOVERED IN GOOD CONDITION.
 NO0042
 NO0042                          STATION RECOVERY (1991)
 NO0042
 NO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0042'9.7 KM (6.00 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN
 NO0042'RAILROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 (MAIN STREET) IN
 NO0042'VALENTINE, 29.2 M (95.8 FT) SOUTH OF THE NEAR RAIL, 18.0 M (59.1 FT)
 NO0042'EAST OF THE CENTER OF A GRAVELED ROAD LEADING TO THE ORMSHER RANCH,
 NO0042'2.6 M (8.5 FT) SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A
 NO0042'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 NO0042'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NO0042
 NO0042                          STATION RECOVERY (2014)
 NO0042
 NO0042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 NO0042'RECOVERED AS DESCRIBED. FLUSH, 1.7 FEET NORTH OF SHORT WITNESS SIGN ON
 NO0042'T POST IN E-W FENCE LINE.
 NO0042
 NO0042                          STATION RECOVERY (2020)
 NO0042
 NO0042'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NO0042'TO REACH FROM THE INTERSECTION OF HIGHWAY 83 AND HIGHWAY 20 SOUTHEAST
 NO0042'OF VALENTINE, GO EAST APPROXIMATELY 0.89 MI (1.43 KM) TO A GRAVEL
 NO0042'ROAD.  TURN LEFT NORTH AND GO APPROXIMATELY 0.09 MI (0.14 KM) TO THE
 NO0042'MARK ON THE RIGHT (EAST) SIDE OF A GRAVEL ROAD.
 NO0042'
 NO0042'IT IS 10.1 FT (3.1 M) WEST-SOUTHWEST OF A METAL WITNESS, IS 8.7 FT
 NO0042'(2.7 M) WEST-SOUTHWEST OF THE END POST OF AN EAST-WEST FENCE LINE AND
 NO0042'2.0 FT (0.6 M) SOUTH OF INLINE WITH EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0619 ***********************************************************************
 NM0619  DESIGNATION -  X 229
 NM0619  PID         -  NM0619
 NM0619  STATE/COUNTY-  NE/DIXON
 NM0619  COUNTRY     -  US
 NM0619  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0619
 NM0619                         *CURRENT SURVEY CONTROL
 NM0619  ______________________________________________________________________
 NM0619* NAD 83(1986) POSITION- 42 16 30.     (N) 096 55 13.     (W)   SCALED
 NM0619* NAVD 88 ORTHO HEIGHT -   426.377 (meters)     1398.87  (feet) ADJUSTED
 NM0619  ______________________________________________________________________
 NM0619  GEOID HEIGHT    -        -24.932 (meters)                     GEOID18
 NM0619  DYNAMIC HEIGHT  -        426.237 (meters)     1398.41  (feet) COMP
 NM0619  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 NM0619
 NM0619  VERT ORDER      -  FIRST     CLASS II
 NM0619
 NM0619.The horizontal coordinates were scaled from a map and have
 NM0619.an estimated accuracy of +/- 6 seconds.
 NM0619
 NM0619.The orthometric height was determined by differential leveling and
 NM0619.adjusted by the NATIONAL GEODETIC SURVEY
 NM0619.in June 1991.
 NM0619
 NM0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0619.GEOID18 height accuracy estimate available here.
 NM0619
 NM0619.Click photographs - Photos may exist for this station.
 NM0619
 NM0619.The dynamic height is computed by dividing the NAVD 88
 NM0619.geopotential number by the normal gravity value computed on the
 NM0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0619.degrees latitude (g = 980.6199 gals.).
 NM0619
 NM0619.The modeled gravity was interpolated from observed gravity values.
 NM0619
 NM0619;                    North         East    Units  Estimated Accuracy
 NM0619;SPC NE       -   275,620.      753,940.      MT  (+/- 180 meters Scaled)
 NM0619
 NM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM714824(NAD 83)
 NM0619
 NM0619                          SUPERSEDED SURVEY CONTROL
 NM0619
 NM0619  NGVD 29 (??/??/92)  426.210  (m)         1398.32   (f) ADJ UNCH    1 2
 NM0619
 NM0619.Superseded values are not recommended for survey control.
 NM0619
 NM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0619.See file dsdata.pdf to determine how the superseded data were derived.
 NM0619
 NM0619_MARKER: DB = BENCH MARK DISK
 NM0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0619_STAMPING: X 229 1947
 NM0619_MARK LOGO: CGS
 NM0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0619+STABILITY: SURFACE MOTION
 NM0619
 NM0619  HISTORY     - Date     Condition        Report By
 NM0619  HISTORY     - 1947     MONUMENTED       CGS
 NM0619
 NM0619                          STATION DESCRIPTION
 NM0619
 NM0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0619'3 MI W FROM WAKEFIELD.
 NM0619'3.0 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0619'OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, AT A COUNTY DIRT
 NM0619'ROAD CROSSING, 0.1 MILE WEST OF A STEEL PLATE RAILROAD BRIDGE
 NM0619'OVER A CREEK, 96.0 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 NM0619'59.5 FEET SOUTH SOUTHEAST OF THE FIRST TELEPHONE POLE EAST OF
 NM0619'TELEPHONE POLE NO. 12/10, 52.0 FEET EAST OF THE CENTER OF A DIRT
 NM0619'ROAD 17.2 FEET EAST OF A FENCE CORNER POST, 2.0 FEET EAST OF A
 NM0619'REFERENCE POST, 1.7 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 NM0619'SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK AND
 NM0619'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0084 ***********************************************************************
 LJ0084  DESIGNATION -  X 23
 LJ0084  PID         -  LJ0084
 LJ0084  STATE/COUNTY-  NE/RED WILLOW
 LJ0084  COUNTRY     -  US
 LJ0084  USGS QUAD   -  RED WILLOW DAM (2017)
 LJ0084
 LJ0084                         *CURRENT SURVEY CONTROL
 LJ0084  ______________________________________________________________________
 LJ0084* NAD 83(1986) POSITION- 40 18 48.     (N) 100 38 57.     (W)   SCALED
 LJ0084* NAVD 88 ORTHO HEIGHT -   829.412 (meters)     2721.16  (feet) ADJUSTED
 LJ0084  ______________________________________________________________________
 LJ0084  GEOID HEIGHT    -        -23.724 (meters)                     GEOID18
 LJ0084  DYNAMIC HEIGHT  -        828.865 (meters)     2719.37  (feet) COMP
 LJ0084  MODELED GRAVITY -    979,937.3   (mgal)                       NAVD 88
 LJ0084
 LJ0084  VERT ORDER      -  SECOND    CLASS 0
 LJ0084
 LJ0084.The horizontal coordinates were scaled from a map and have
 LJ0084.an estimated accuracy of +/- 6 seconds.
 LJ0084
 LJ0084.The orthometric height was determined by differential leveling and
 LJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0084.in June 1991.
 LJ0084
 LJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0084.GEOID18 height accuracy estimate available here.
 LJ0084
 LJ0084.Click photographs - Photos may exist for this station.
 LJ0084
 LJ0084.The dynamic height is computed by dividing the NAVD 88
 LJ0084.geopotential number by the normal gravity value computed on the
 LJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0084.degrees latitude (g = 980.6199 gals.).
 LJ0084
 LJ0084.The modeled gravity was interpolated from observed gravity values.
 LJ0084
 LJ0084;                    North         East    Units  Estimated Accuracy
 LJ0084;SPC NE       -    53,500.      444,830.      MT  (+/- 180 meters Scaled)
 LJ0084
 LJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK598638(NAD 83)
 LJ0084
 LJ0084                          SUPERSEDED SURVEY CONTROL
 LJ0084
 LJ0084  NGVD 29 (??/??/92)  829.082  (m)         2720.08   (f) ADJ UNCH    2 0
 LJ0084
 LJ0084.Superseded values are not recommended for survey control.
 LJ0084
 LJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0084.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0084
 LJ0084_MARKER: DB = BENCH MARK DISK
 LJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0084_STAMPING: X 23 1934
 LJ0084_MARK LOGO: CGS
 LJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0084+STABILITY: SURFACE MOTION
 LJ0084
 LJ0084  HISTORY     - Date     Condition        Report By
 LJ0084  HISTORY     - 1934     MONUMENTED       CGS
 LJ0084  HISTORY     - 1957     MARK NOT FOUND   CGS
 LJ0084  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0084
 LJ0084                          STATION DESCRIPTION
 LJ0084
 LJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0084'8.6 MI N FROM MC COOK.
 LJ0084'8.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MC COOK, REDWILLOW
 LJ0084'COUNTY, 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 LJ0084'EAST OF THE RIGHT-OF-WAY FENCE, AND 8 FEET SOUTH OF AN EAST-AND-WEST
 LJ0084'FENCE.  A STANDARD DISK, STAMPED X 23 1934 AND SET IN THE TOP OF
 LJ0084'A CONCRETE POST.  NOTE-- THIS SECTION OF U.S. HIGHWAY 83 HAS
 LJ0084'BEEN REBUILT AND NO TRACE OF THE MARK WAS FOUND.
 LJ0084
 LJ0084                          STATION RECOVERY (1999)
 LJ0084
 LJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0084'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0332 ***********************************************************************
 MK0332  DESIGNATION -  X 231
 MK0332  PID         -  MK0332
 MK0332  STATE/COUNTY-  NE/BURT
 MK0332  COUNTRY     -  US
 MK0332  USGS QUAD   -  OAKLAND (2017)
 MK0332
 MK0332                         *CURRENT SURVEY CONTROL
 MK0332  ______________________________________________________________________
 MK0332* NAD 83(1986) POSITION- 41 49 45.     (N) 096 23 08.     (W)   SCALED
 MK0332* NAVD 88 ORTHO HEIGHT -   397.139 (meters)     1302.95  (feet) ADJUSTED
 MK0332  ______________________________________________________________________
 MK0332  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 MK0332  DYNAMIC HEIGHT  -        396.992 (meters)     1302.46  (feet) COMP
 MK0332  MODELED GRAVITY -    980,241.6   (mgal)                       NAVD 88
 MK0332
 MK0332  VERT ORDER      -  SECOND    CLASS 0
 MK0332
 MK0332.The horizontal coordinates were scaled from a map and have
 MK0332.an estimated accuracy of +/- 6 seconds.
 MK0332
 MK0332.The orthometric height was determined by differential leveling and
 MK0332.adjusted by the NATIONAL GEODETIC SURVEY
 MK0332.in June 1991.
 MK0332
 MK0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0332.GEOID18 height accuracy estimate available here.
 MK0332
 MK0332.Click photographs - Photos may exist for this station.
 MK0332
 MK0332.The dynamic height is computed by dividing the NAVD 88
 MK0332.geopotential number by the normal gravity value computed on the
 MK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0332.degrees latitude (g = 980.6199 gals.).
 MK0332
 MK0332.The modeled gravity was interpolated from observed gravity values.
 MK0332
 MK0332;                    North         East    Units  Estimated Accuracy
 MK0332;SPC NE       -   227,860.      800,070.      MT  (+/- 180 meters Scaled)
 MK0332
 MK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM171341(NAD 83)
 MK0332
 MK0332                          SUPERSEDED SURVEY CONTROL
 MK0332
 MK0332  NGVD 29 (??/??/92)  397.001  (m)         1302.49   (f) ADJ UNCH    2 0
 MK0332
 MK0332.Superseded values are not recommended for survey control.
 MK0332
 MK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0332.See file dsdata.pdf to determine how the superseded data were derived.
 MK0332
 MK0332_MARKER: DB = BENCH MARK DISK
 MK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0332_STAMPING: X 231 1947
 MK0332_MARK LOGO: CGS
 MK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0332+STABILITY: SURFACE MOTION
 MK0332
 MK0332  HISTORY     - Date     Condition        Report By
 MK0332  HISTORY     - 1947     MONUMENTED       CGS
 MK0332
 MK0332                          STATION DESCRIPTION
 MK0332
 MK0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0332'4.5 MI E FROM OAKLAND.
 MK0332'0.6 MILE SOUTH AND 3.9 MILES EAST ALONG U.S. HIGHWAY NO 73W
 MK0332'FROM THE HIGH SCHOOL AT OAKLAND, IN THE NORTHEAST ANGLE OF A
 MK0332'CROSS ROAD, 61.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MK0332'ROAD, 32.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 32.0
 MK0332'FEET EAST OF A FENCE CORNER POST, 10.0 FEET EAST OF TELEPHONE
 MK0332'POLE NO. 309/1, 2.5 FEET EAST OF A REFERENCE POST, 1.3 FOOT
 MK0332'SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0332'ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0620 ***********************************************************************
 MK0620  DESIGNATION -  X 232 RESET
 MK0620  PID         -  MK0620
 MK0620  STATE/COUNTY-  NE/DOUGLAS
 MK0620  COUNTRY     -  US
 MK0620  USGS QUAD   -  VALLEY (2017)
 MK0620
 MK0620                         *CURRENT SURVEY CONTROL
 MK0620  ______________________________________________________________________
 MK0620* NAD 83(1986) POSITION- 41 19 12.     (N) 096 16 24.     (W)   SCALED
 MK0620* NAVD 88 ORTHO HEIGHT -   352.77  (meters)     1157.4   (feet) RESET
 MK0620  ______________________________________________________________________
 MK0620  GEOID HEIGHT    -        -27.517 (meters)                     GEOID18
 MK0620  VERT ORDER      -  THIRD
 MK0620
 MK0620.The horizontal coordinates were scaled from a map and have
 MK0620.an estimated accuracy of +/- 6 seconds.
 MK0620
 MK0620.The orthometric height was computed from unverified reset data.
 MK0620
 MK0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0620.GEOID18 height accuracy estimate available here.
 MK0620
 MK0620.Click photographs - Photos may exist for this station.
 MK0620
 MK0620;                    North         East    Units  Estimated Accuracy
 MK0620;SPC NE       -   171,780.      811,820.      MT  (+/- 180 meters Scaled)
 MK0620
 MK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282778(NAD 83)
 MK0620
 MK0620                          SUPERSEDED SURVEY CONTROL
 MK0620
 MK0620  NGVD 29 (??/??/??)  352.63   (m)         1156.9    (f) RESET       3  
 MK0620
 MK0620.Superseded values are not recommended for survey control.
 MK0620
 MK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0620.See file dsdata.pdf to determine how the superseded data were derived.
 MK0620
 MK0620_MARKER: DB = BENCH MARK DISK
 MK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0620_STAMPING: X 232 RESET 1950
 MK0620_MARK LOGO: CGS
 MK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0620+STABILITY: SURFACE MOTION
 MK0620
 MK0620  HISTORY     - Date     Condition        Report By
 MK0620  HISTORY     - 1950     MONUMENTED       NEDR
 MK0620
 MK0620                          STATION DESCRIPTION
 MK0620
 MK0620'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 MK0620'0.7 MI NE FROM WATERLOO.
 MK0620'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0620'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.9 MILES NORTH
 MK0620'ALONG THE WATERLOO-ELK CITY ROAD, 74 FEET SOUTH OF A 72-INCH
 MK0620'CORRUGATED-METAL PIPE CULVERT, IN SEC. 34, T 16 N, R 10 E, AND
 MK0620'40 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 MK0620'STAMPED X 232 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0551 ***********************************************************************
 MK0551  DESIGNATION -  X 233
 MK0551  PID         -  MK0551
 MK0551  STATE/COUNTY-  NE/SARPY
 MK0551  COUNTRY     -  US
 MK0551  USGS QUAD   -  RALSTON (2017)
 MK0551
 MK0551                         *CURRENT SURVEY CONTROL
 MK0551  ______________________________________________________________________
 MK0551* NAD 83(1986) POSITION- 41 11 25.     (N) 096 06 06.     (W)   SCALED
 MK0551* NAVD 88 ORTHO HEIGHT -   317.126 (meters)     1040.44  (feet) ADJUSTED
 MK0551  ______________________________________________________________________
 MK0551  GEOID HEIGHT    -        -27.069 (meters)                     GEOID18
 MK0551  DYNAMIC HEIGHT  -        316.994 (meters)     1040.00  (feet) COMP
 MK0551  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 MK0551
 MK0551  VERT ORDER      -  SECOND    CLASS 0
 MK0551
 MK0551.The horizontal coordinates were scaled from a map and have
 MK0551.an estimated accuracy of +/- 6 seconds.
 MK0551
 MK0551.The orthometric height was determined by differential leveling and
 MK0551.adjusted by the NATIONAL GEODETIC SURVEY
 MK0551.in June 1991.
 MK0551
 MK0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0551.GEOID18 height accuracy estimate available here.
 MK0551
 MK0551.Click photographs - Photos may exist for this station.
 MK0551
 MK0551.The dynamic height is computed by dividing the NAVD 88
 MK0551.geopotential number by the normal gravity value computed on the
 MK0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0551.degrees latitude (g = 980.6199 gals.).
 MK0551
 MK0551.The modeled gravity was interpolated from observed gravity values.
 MK0551
 MK0551;                    North         East    Units  Estimated Accuracy
 MK0551;SPC NE       -   158,030.      826,820.      MT  (+/- 180 meters Scaled)
 MK0551
 MK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430639(NAD 83)
 MK0551
 MK0551                          SUPERSEDED SURVEY CONTROL
 MK0551
 MK0551  NGVD 29 (??/??/92)  317.010  (m)         1040.06   (f) ADJ UNCH    2 0
 MK0551
 MK0551.Superseded values are not recommended for survey control.
 MK0551
 MK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0551.See file dsdata.pdf to determine how the superseded data were derived.
 MK0551
 MK0551_MARKER: DB = BENCH MARK DISK
 MK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0551_STAMPING: X 233 1947
 MK0551_MARK LOGO: CGS
 MK0551_PROJECTION: FLUSH
 MK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0551+STABILITY: SURFACE MOTION
 MK0551
 MK0551  HISTORY     - Date     Condition        Report By
 MK0551  HISTORY     - 1947     MONUMENTED       CGS
 MK0551  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0551
 MK0551                          STATION DESCRIPTION
 MK0551
 MK0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0551'1.7 MI SE FROM MILLARD.
 MK0551'ABOUT 1.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM
 MK0551'THE STATION AT MILLARD, AT A ROAD CROSSING, 42 FEET NORTHEAST
 MK0551'OF AND LEVEL WITH THE CENTER LINE OF THE TRACK, 40 FEET SOUTH
 MK0551'OF THE CENTER LINE OF AN EAST-WEST ROAD, 16 FEET SOUTHEAST OF
 MK0551'TELEPHONE POLE 566, 8 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET
 MK0551'SOUTHEAST OF A FENCE, AND 2 FEET NORTHWEST OF A 4X4 MARKER
 MK0551'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH
 MK0551'WITH THE SURFACE OF THE GROUND.
 MK0551
 MK0551                          STATION RECOVERY (1976)
 MK0551
 MK0551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0755 ***********************************************************************
 MJ0755  DESIGNATION -  X 234
 MJ0755  PID         -  MJ0755
 MJ0755  STATE/COUNTY-  NE/WASHINGTON
 MJ0755  COUNTRY     -  US
 MJ0755  USGS QUAD   -  LOVELAND (2018)
 MJ0755
 MJ0755                         *CURRENT SURVEY CONTROL
 MJ0755  ______________________________________________________________________
 MJ0755* NAD 83(1986) POSITION- 41 25 19.     (N) 095 57 15.     (W)   SCALED
 MJ0755* NAVD 88 ORTHO HEIGHT -   302.209 (meters)      991.50  (feet) ADJUSTED
 MJ0755  ______________________________________________________________________
 MJ0755  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 MJ0755  DYNAMIC HEIGHT  -        302.070 (meters)      991.04  (feet) COMP
 MJ0755  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 MJ0755
 MJ0755  VERT ORDER      -  SECOND    CLASS 0
 MJ0755
 MJ0755.The horizontal coordinates were scaled from a map and have
 MJ0755.an estimated accuracy of +/- 6 seconds.
 MJ0755
 MJ0755.The orthometric height was determined by differential leveling and
 MJ0755.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0755.in June 1991.
 MJ0755
 MJ0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0755.GEOID18 height accuracy estimate available here.
 MJ0755
 MJ0755.Click photographs - Photos may exist for this station.
 MJ0755
 MJ0755.The dynamic height is computed by dividing the NAVD 88
 MJ0755.geopotential number by the normal gravity value computed on the
 MJ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0755.degrees latitude (g = 980.6199 gals.).
 MJ0755
 MJ0755.The modeled gravity was interpolated from observed gravity values.
 MJ0755
 MJ0755;                    North         East    Units  Estimated Accuracy
 MJ0755;SPC NE       -   184,290.      837,980.      MT  (+/- 180 meters Scaled)
 MJ0755
 MJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF531898(NAD 83)
 MJ0755
 MJ0755                          SUPERSEDED SURVEY CONTROL
 MJ0755
 MJ0755  NGVD 29 (??/??/92)  302.071  (m)          991.04   (f) ADJ UNCH    2 0
 MJ0755
 MJ0755.Superseded values are not recommended for survey control.
 MJ0755
 MJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0755.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0755
 MJ0755_MARKER: DB = BENCH MARK DISK
 MJ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0755_STAMPING: X 234 1947
 MJ0755_MARK LOGO: CGS
 MJ0755_PROJECTION: FLUSH
 MJ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0755+STABILITY: SURFACE MOTION
 MJ0755
 MJ0755  HISTORY     - Date     Condition        Report By
 MJ0755  HISTORY     - 1947     MONUMENTED       CGS
 MJ0755  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0755
 MJ0755                          STATION DESCRIPTION
 MJ0755
 MJ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0755'6.1 MI SE FROM FORT CALHOUN.
 MJ0755'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0755'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT ROAD,
 MJ0755'THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES
 MJ0755'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 OF A MILE EAST ALONG A
 MJ0755'GRADED DIRT ROAD, THENCE 0.7 OF A MILE SOUTHEAST ALONG A GRADED
 MJ0755'DIRT ROAD TO THE SITE OF THE MARK.  THE MARK IS AT A CURVE IN THE
 MJ0755'ROAD, ABOUT 60 YARDS SOUTH OF THE SOUTH EDGE OF A LAKE, 40 FEET
 MJ0755'NORTH OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 24
 MJ0755'FEET EAST OF A POWER POLE, 16 FEET WEST OF A 16 INCH ELM TREE,
 MJ0755'3 FEET EAST OF A 4 X 4 MARKER POST, AND 2 FEET NORTH OF A FENCE.
 MJ0755'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH
 MJ0755'THE SURFACE OF THE GROUND.
 MJ0755
 MJ0755                          STATION RECOVERY (1955)
 MJ0755
 MJ0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0638 ***********************************************************************
 NM0638  DESIGNATION -  X 235
 NM0638  PID         -  NM0638
 NM0638  STATE/COUNTY-  NE/DAKOTA
 NM0638  COUNTRY     -  US
 NM0638  USGS QUAD   -  EMERSON (2017)
 NM0638
 NM0638                         *CURRENT SURVEY CONTROL
 NM0638  ______________________________________________________________________
 NM0638* NAD 83(1986) POSITION- 42 17 34.     (N) 096 41 43.     (W)   SCALED
 NM0638* NAVD 88 ORTHO HEIGHT -   422.168 (meters)     1385.06  (feet) ADJUSTED
 NM0638  ______________________________________________________________________
 NM0638  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 NM0638  DYNAMIC HEIGHT  -        422.025 (meters)     1384.59  (feet) COMP
 NM0638  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 NM0638
 NM0638  VERT ORDER      -  FIRST     CLASS II
 NM0638
 NM0638.The horizontal coordinates were scaled from a map and have
 NM0638.an estimated accuracy of +/- 6 seconds.
 NM0638
 NM0638.The orthometric height was determined by differential leveling and
 NM0638.adjusted by the NATIONAL GEODETIC SURVEY
 NM0638.in June 1991.
 NM0638
 NM0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0638.GEOID18 height accuracy estimate available here.
 NM0638
 NM0638.Click photographs - Photos may exist for this station.
 NM0638
 NM0638.The dynamic height is computed by dividing the NAVD 88
 NM0638.geopotential number by the normal gravity value computed on the
 NM0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0638.degrees latitude (g = 980.6199 gals.).
 NM0638
 NM0638.The modeled gravity was interpolated from observed gravity values.
 NM0638
 NM0638;                    North         East    Units  Estimated Accuracy
 NM0638;SPC NE       -   278,280.      772,410.      MT  (+/- 180 meters Scaled)
 NM0638
 NM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM899848(NAD 83)
 NM0638
 NM0638                          SUPERSEDED SURVEY CONTROL
 NM0638
 NM0638  NGVD 29 (??/??/92)  421.997  (m)         1384.50   (f) ADJ UNCH    1 2
 NM0638
 NM0638.Superseded values are not recommended for survey control.
 NM0638
 NM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0638.See file dsdata.pdf to determine how the superseded data were derived.
 NM0638
 NM0638_MARKER: DB = BENCH MARK DISK
 NM0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0638_STAMPING: X 235 1947
 NM0638_MARK LOGO: CGS
 NM0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0638+STABILITY: SURFACE MOTION
 NM0638
 NM0638  HISTORY     - Date     Condition        Report By
 NM0638  HISTORY     - 1947     MONUMENTED       CGS
 NM0638
 NM0638                          STATION DESCRIPTION
 NM0638
 NM0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0638'2.4 MI NE FROM EMERSON.
 NM0638'ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL,
 NM0638'MINNEAPOLIS AND OMAHA RAILROAD FROM THE STATION AT EMERSON, AT A
 NM0638'ROAD CROSSING ABOUT 1 POLE SOUTH OF MILE POST 26-25, 57.6 FEET
 NM0638'SOUTHEAST OF THE CENTER OF THE CROSSING, 44.0 FEET EAST OF AND
 NM0638'ABOUT 1.5 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 39.0
 NM0638'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15.4 FEET WEST OF A
 NM0638'POWER POLE, 9.9 FEET SOUTH OF A TELEPHONE POLE, 5.4 FEET
 NM0638'SOUTHWEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A 4 IN X 4 IN
 NM0638'MARKER POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0638'ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0704 ***********************************************************************
 NM0704  DESIGNATION -  X 236
 NM0704  PID         -  NM0704
 NM0704  STATE/COUNTY-  NE/DAKOTA
 NM0704  COUNTRY     -  US
 NM0704  USGS QUAD   -  EMERSON SE (2017)
 NM0704
 NM0704                         *CURRENT SURVEY CONTROL
 NM0704  ______________________________________________________________________
 NM0704* NAD 83(1986) POSITION- 42 19 16.     (N) 096 31 03.     (W)   SCALED
 NM0704* NAVD 88 ORTHO HEIGHT -   365.526 (meters)     1199.23  (feet) ADJUSTED
 NM0704  ______________________________________________________________________
 NM0704  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 NM0704  DYNAMIC HEIGHT  -        365.406 (meters)     1198.84  (feet) COMP
 NM0704  MODELED GRAVITY -    980,284.2   (mgal)                       NAVD 88
 NM0704
 NM0704  VERT ORDER      -  SECOND    CLASS 0
 NM0704
 NM0704.The horizontal coordinates were scaled from a map and have
 NM0704.an estimated accuracy of +/- 6 seconds.
 NM0704
 NM0704.The orthometric height was determined by differential leveling and
 NM0704.adjusted by the NATIONAL GEODETIC SURVEY
 NM0704.in June 1991.
 NM0704
 NM0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0704.GEOID18 height accuracy estimate available here.
 NM0704
 NM0704.Click photographs - Photos may exist for this station.
 NM0704
 NM0704.The dynamic height is computed by dividing the NAVD 88
 NM0704.geopotential number by the normal gravity value computed on the
 NM0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0704.degrees latitude (g = 980.6199 gals.).
 NM0704
 NM0704.The modeled gravity was interpolated from observed gravity values.
 NM0704
 NM0704;                    North         East    Units  Estimated Accuracy
 NM0704;SPC NE       -   282,000.      786,930.      MT  (+/- 180 meters Scaled)
 NM0704
 NM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM045884(NAD 83)
 NM0704
 NM0704                          SUPERSEDED SURVEY CONTROL
 NM0704
 NM0704  NGVD 29 (??/??/92)  365.367  (m)         1198.71   (f) ADJ UNCH    2 0
 NM0704
 NM0704.Superseded values are not recommended for survey control.
 NM0704
 NM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0704.See file dsdata.pdf to determine how the superseded data were derived.
 NM0704
 NM0704_MARKER: DB = BENCH MARK DISK
 NM0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0704_STAMPING: X 236 1947
 NM0704_MARK LOGO: CGS
 NM0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0704+STABILITY: SURFACE MOTION
 NM0704
 NM0704  HISTORY     - Date     Condition        Report By
 NM0704  HISTORY     - 1947     MONUMENTED       CGS
 NM0704  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0704
 NM0704                          STATION DESCRIPTION
 NM0704
 NM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0704'2.2 MI W FROM HOMER.
 NM0704'TO REACH FROM THE POST OFFICE AT HOMER GO WEST 0.1 MILE ALONG
 NM0704'MAIN STREET, THENCE SOUTH 0.5 MILE ALONG A GRADED DIRT ROAD,
 NM0704'THENCE WEST 0.4 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH
 NM0704'0.3 MILE ALONG A GRADED DIRT ROAD, THENCE WESTERLY 0.9 MILE
 NM0704'ALONG A GRADED DIRT ROAD TO SITE OF MARK.  BENCH MARK IS AT A
 NM0704'ROAD INTERSECTION, 67.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0704'EAST-WEST ROAD, 32.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 NM0704'ROAD CURVING TO THE SOUTH, 121.0 FEET NORTHWEST OF AND ACROSS
 NM0704'THE ROAD FROM THE NORTHERNMOST OF TWO LARGE ELM TREES, 28.0
 NM0704'FEET SOUTH OF A FENCE CORNER, 1.0 FOOT SOUTHEAST OF A FENCE,
 NM0704'1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0704'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NM0704'GROUND.
 NM0704
 NM0704                          STATION RECOVERY (1966)
 NM0704
 NM0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0704'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0716 ***********************************************************************
 NM0716  DESIGNATION -  X 237
 NM0716  PID         -  NM0716
 NM0716  STATE/COUNTY-  NE/THURSTON
 NM0716  COUNTRY     -  US
 NM0716  USGS QUAD   -  EMERSON SE (2017)
 NM0716
 NM0716                         *CURRENT SURVEY CONTROL
 NM0716  ______________________________________________________________________
 NM0716* NAD 83(1986) POSITION- 42 15 48.     (N) 096 30 06.     (W)   SCALED
 NM0716* NAVD 88 ORTHO HEIGHT -   406.082 (meters)     1332.29  (feet) ADJUSTED
 NM0716  ______________________________________________________________________
 NM0716  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 NM0716  DYNAMIC HEIGHT  -        405.947 (meters)     1331.84  (feet) COMP
 NM0716  MODELED GRAVITY -    980,277.0   (mgal)                       NAVD 88
 NM0716
 NM0716  VERT ORDER      -  SECOND    CLASS 0
 NM0716
 NM0716.The horizontal coordinates were scaled from a map and have
 NM0716.an estimated accuracy of +/- 6 seconds.
 NM0716
 NM0716.The orthometric height was determined by differential leveling and
 NM0716.adjusted by the NATIONAL GEODETIC SURVEY
 NM0716.in June 1991.
 NM0716
 NM0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0716.GEOID18 height accuracy estimate available here.
 NM0716
 NM0716.Click photographs - Photos may exist for this station.
 NM0716
 NM0716.The dynamic height is computed by dividing the NAVD 88
 NM0716.geopotential number by the normal gravity value computed on the
 NM0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0716.degrees latitude (g = 980.6199 gals.).
 NM0716
 NM0716.The modeled gravity was interpolated from observed gravity values.
 NM0716
 NM0716;                    North         East    Units  Estimated Accuracy
 NM0716;SPC NE       -   275,640.      788,490.      MT  (+/- 180 meters Scaled)
 NM0716
 NM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM060820(NAD 83)
 NM0716
 NM0716                          SUPERSEDED SURVEY CONTROL
 NM0716
 NM0716  NGVD 29 (??/??/92)  405.923  (m)         1331.77   (f) ADJ UNCH    2 0
 NM0716
 NM0716.Superseded values are not recommended for survey control.
 NM0716
 NM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0716.See file dsdata.pdf to determine how the superseded data were derived.
 NM0716
 NM0716_MARKER: DB = BENCH MARK DISK
 NM0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0716_STAMPING: X 237 1947
 NM0716_MARK LOGO: CGS
 NM0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0716+STABILITY: SURFACE MOTION
 NM0716
 NM0716  HISTORY     - Date     Condition        Report By
 NM0716  HISTORY     - 1947     MONUMENTED       CGS
 NM0716  HISTORY     - 1962     GOOD             CGS
 NM0716
 NM0716                          STATION DESCRIPTION
 NM0716
 NM0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0716'5.4 MI S FROM HOMER.
 NM0716'0.1 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0716'HOMER, THENCE 4.2 MILES SOUTH ALONG U.S. HIGHWAY 77 TO A DIRT
 NM0716'T-ROAD LEADING WEST, THENCE 1.1 MILES WEST TO A DIRT T-ROAD
 NM0716'LEADING SOUTH, 29.1 FEET EAST OF THE CENTER LINE OF THE T-ROAD,
 NM0716'21.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 9.2 FEET
 NM0716'EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A WIRE FENCE, 2.0
 NM0716'FEET SOUTH OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE
 NM0716'POST.
 NM0716
 NM0716                          STATION RECOVERY (1962)
 NM0716
 NM0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM0716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0684 ***********************************************************************
 NM0684  DESIGNATION -  X 238
 NM0684  PID         -  NM0684
 NM0684  STATE/COUNTY-  NE/THURSTON
 NM0684  COUNTRY     -  US
 NM0684  USGS QUAD   -  PENDER NE (2017)
 NM0684
 NM0684                         *CURRENT SURVEY CONTROL
 NM0684  ______________________________________________________________________
 NM0684* NAD 83(1986) POSITION- 42 12 50.     (N) 096 33 02.     (W)   SCALED
 NM0684* NAVD 88 ORTHO HEIGHT -   377.947 (meters)     1239.98  (feet) ADJUSTED
 NM0684  ______________________________________________________________________
 NM0684  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 NM0684  DYNAMIC HEIGHT  -        377.816 (meters)     1239.55  (feet) COMP
 NM0684  MODELED GRAVITY -    980,263.9   (mgal)                       NAVD 88
 NM0684
 NM0684  VERT ORDER      -  SECOND    CLASS 0
 NM0684
 NM0684.The horizontal coordinates were scaled from a map and have
 NM0684.an estimated accuracy of +/- 6 seconds.
 NM0684
 NM0684.The orthometric height was determined by differential leveling and
 NM0684.adjusted by the NATIONAL GEODETIC SURVEY
 NM0684.in June 1991.
 NM0684
 NM0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0684.GEOID18 height accuracy estimate available here.
 NM0684
 NM0684.Click photographs - Photos may exist for this station.
 NM0684
 NM0684.The dynamic height is computed by dividing the NAVD 88
 NM0684.geopotential number by the normal gravity value computed on the
 NM0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0684.degrees latitude (g = 980.6199 gals.).
 NM0684
 NM0684.The modeled gravity was interpolated from observed gravity values.
 NM0684
 NM0684;                    North         East    Units  Estimated Accuracy
 NM0684;SPC NE       -   269,990.      784,680.      MT  (+/- 180 meters Scaled)
 NM0684
 NM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021764(NAD 83)
 NM0684
 NM0684                          SUPERSEDED SURVEY CONTROL
 NM0684
 NM0684  NGVD 29 (??/??/92)  377.787  (m)         1239.46   (f) ADJ UNCH    2 0
 NM0684
 NM0684.Superseded values are not recommended for survey control.
 NM0684
 NM0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0684.See file dsdata.pdf to determine how the superseded data were derived.
 NM0684
 NM0684_MARKER: DB = BENCH MARK DISK
 NM0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0684_STAMPING: X 238 1947
 NM0684_MARK LOGO: CGS
 NM0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0684+STABILITY: SURFACE MOTION
 NM0684
 NM0684  HISTORY     - Date     Condition        Report By
 NM0684  HISTORY     - 1947     MONUMENTED       CGS
 NM0684  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0684
 NM0684                          STATION DESCRIPTION
 NM0684
 NM0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0684'7.9 MI NW FROM WALTHILL.
 NM0684'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0684'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A DIRT T-ROAD, THENCE
 NM0684'WEST 2.0 MILES TO A SHARP TURN, THENCE 0.6 MILE TO A SHARP
 NM0684'TURN, THENCE WEST 1.0 MILE TO A DIRT T-ROAD, THENCE NORTH 3.7
 NM0684'MILES, 0.1 MILE NORTH OF A FARM HOUSE, 29.8 FEET SOUTH OF THE
 NM0684'CENTER OF AN ENTRANCE TO A FIELD, 22.0 FEET EAST OF THE CENTER
 NM0684'OF THE ROAD, 17.0 FEET SOUTH OF A FENCE CORNER POST, 1.0 FOOT
 NM0684'WEST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN
 NM0684'MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0684'0.2 FOOT ABOVE THE GROUND.
 NM0684
 NM0684                          STATION RECOVERY (1965)
 NM0684
 NM0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0437 ***********************************************************************
 NM0437  DESIGNATION -  X 239
 NM0437  PID         -  NM0437
 NM0437  STATE/COUNTY-  NE/THURSTON
 NM0437  COUNTRY     -  US
 NM0437  USGS QUAD   -  WALTHILL (2017)
 NM0437
 NM0437                         *CURRENT SURVEY CONTROL
 NM0437  ______________________________________________________________________
 NM0437* NAD 83(1986) POSITION- 42 12 33.     (N) 096 25 08.     (W)   SCALED
 NM0437* NAVD 88 ORTHO HEIGHT -   434.993 (meters)     1427.14  (feet) ADJUSTED
 NM0437  ______________________________________________________________________
 NM0437  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 NM0437  DYNAMIC HEIGHT  -        434.847 (meters)     1426.66  (feet) COMP
 NM0437  MODELED GRAVITY -    980,272.9   (mgal)                       NAVD 88
 NM0437
 NM0437  VERT ORDER      -  SECOND    CLASS 0
 NM0437
 NM0437.The horizontal coordinates were scaled from a map and have
 NM0437.an estimated accuracy of +/- 6 seconds.
 NM0437
 NM0437.The orthometric height was determined by differential leveling and
 NM0437.adjusted by the NATIONAL GEODETIC SURVEY
 NM0437.in June 1991.
 NM0437
 NM0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0437.GEOID18 height accuracy estimate available here.
 NM0437
 NM0437.Click photographs - Photos may exist for this station.
 NM0437
 NM0437.The dynamic height is computed by dividing the NAVD 88
 NM0437.geopotential number by the normal gravity value computed on the
 NM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0437.degrees latitude (g = 980.6199 gals.).
 NM0437
 NM0437.The modeled gravity was interpolated from observed gravity values.
 NM0437
 NM0437;                    North         East    Units  Estimated Accuracy
 NM0437;SPC NE       -   269,910.      795,560.      MT  (+/- 180 meters Scaled)
 NM0437
 NM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM130762(NAD 83)
 NM0437
 NM0437                          SUPERSEDED SURVEY CONTROL
 NM0437
 NM0437  NGVD 29 (??/??/92)  434.839  (m)         1426.63   (f) ADJ UNCH    2 0
 NM0437
 NM0437.Superseded values are not recommended for survey control.
 NM0437
 NM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0437.See file dsdata.pdf to determine how the superseded data were derived.
 NM0437
 NM0437_MARKER: DB = BENCH MARK DISK
 NM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0437_STAMPING: X 239 1947
 NM0437_MARK LOGO: CGS
 NM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0437+STABILITY: SURFACE MOTION
 NM0437
 NM0437  HISTORY     - Date     Condition        Report By
 NM0437  HISTORY     - 1947     MONUMENTED       CGS
 NM0437  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0437
 NM0437                          STATION DESCRIPTION
 NM0437
 NM0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0437'4.6 MI SE FROM WINNEBAGO.
 NM0437'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0437'THENCE SOUTH 1.0 MILE ALONG A DIRT ROAD, THENCE EAST 0.3 MILE,
 NM0437'THENCE SOUTH 0.7 MILE, AT A T-ROAD, 0.1 MILE SOUTH OF A FARM
 NM0437'HOUSE, 46.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 NM0437'30.5 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 9.6 FEET
 NM0437'EAST OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A BARBED
 NM0437'WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET
 NM0437'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 NM0437
 NM0437                          STATION RECOVERY (1965)
 NM0437
 NM0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0720 ***********************************************************************
 LH0720  DESIGNATION -  X 24
 LH0720  PID         -  LH0720
 LH0720  STATE/COUNTY-  NE/FURNAS
 LH0720  COUNTRY     -  US
 LH0720  USGS QUAD   -  ARAPAHOE (2017)
 LH0720
 LH0720                         *CURRENT SURVEY CONTROL
 LH0720  ______________________________________________________________________
 LH0720* NAD 83(1986) POSITION- 40 17 58.     (N) 099 53 52.     (W)   SCALED
 LH0720* NAVD 88 ORTHO HEIGHT -   662.200 (meters)     2172.57  (feet) ADJUSTED
 LH0720  ______________________________________________________________________
 LH0720  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 LH0720  DYNAMIC HEIGHT  -        661.778 (meters)     2171.18  (feet) COMP
 LH0720  MODELED GRAVITY -    979,967.3   (mgal)                       NAVD 88
 LH0720
 LH0720  VERT ORDER      -  FIRST     CLASS II
 LH0720
 LH0720.The horizontal coordinates were scaled from a map and have
 LH0720.an estimated accuracy of +/- 6 seconds.
 LH0720
 LH0720.The orthometric height was determined by differential leveling and
 LH0720.adjusted by the NATIONAL GEODETIC SURVEY
 LH0720.in June 1991.
 LH0720
 LH0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0720.GEOID18 height accuracy estimate available here.
 LH0720
 LH0720.Click photographs - Photos may exist for this station.
 LH0720
 LH0720.The dynamic height is computed by dividing the NAVD 88
 LH0720.geopotential number by the normal gravity value computed on the
 LH0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0720.degrees latitude (g = 980.6199 gals.).
 LH0720
 LH0720.The modeled gravity was interpolated from observed gravity values.
 LH0720
 LH0720;                    North         East    Units  Estimated Accuracy
 LH0720;SPC NE       -    51,760.      508,690.      MT  (+/- 180 meters Scaled)
 LH0720
 LH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK237613(NAD 83)
 LH0720
 LH0720                          SUPERSEDED SURVEY CONTROL
 LH0720
 LH0720  NGVD 29 (??/??/92)  661.909  (m)         2171.61   (f) ADJ UNCH    1 2
 LH0720
 LH0720.Superseded values are not recommended for survey control.
 LH0720
 LH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0720.See file dsdata.pdf to determine how the superseded data were derived.
 LH0720
 LH0720_MARKER: DB = BENCH MARK DISK
 LH0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0720_STAMPING: X 24 1933
 LH0720_MARK LOGO: CGS
 LH0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0720+STABILITY: SURFACE MOTION
 LH0720
 LH0720  HISTORY     - Date     Condition        Report By
 LH0720  HISTORY     - 1933     MONUMENTED       CGS
 LH0720  HISTORY     - 1934     GOOD             CGS
 LH0720  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0720
 LH0720                          STATION DESCRIPTION
 LH0720
 LH0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0720'AT ARAPAHOE.
 LH0720'AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE CHICAGO, BURLINGTON
 LH0720'AND QUINCY RAILROAD PARK, 91 YARDS EAST OF THE NORTHEAST CORNER
 LH0720'OF THE STATION, 87.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LH0720'TRACK, AND 57 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 21.
 LH0720'A STANDARD DISK, STAMPED X 24 1933 AND SET IN THE TOP OF A
 LH0720'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LH0720
 LH0720                          STATION RECOVERY (1986)
 LH0720
 LH0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0720'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0744 ***********************************************************************
 NM0744  DESIGNATION -  X 240
 NM0744  PID         -  NM0744
 NM0744  STATE/COUNTY-  NE/THURSTON
 NM0744  COUNTRY     -  US
 NM0744  USGS QUAD   -  BANCROFT (2017)
 NM0744
 NM0744                         *CURRENT SURVEY CONTROL
 NM0744  ______________________________________________________________________
 NM0744* NAD 83(1986) POSITION- 42 02 46.     (N) 096 32 48.     (W)   SCALED
 NM0744* NAVD 88 ORTHO HEIGHT -   412.211 (meters)     1352.40  (feet) ADJUSTED
 NM0744  ______________________________________________________________________
 NM0744  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 NM0744  DYNAMIC HEIGHT  -        412.062 (meters)     1351.91  (feet) COMP
 NM0744  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 NM0744
 NM0744  VERT ORDER      -  SECOND    CLASS 0
 NM0744
 NM0744.The horizontal coordinates were scaled from a map and have
 NM0744.an estimated accuracy of +/- 6 seconds.
 NM0744
 NM0744.The orthometric height was determined by differential leveling and
 NM0744.adjusted by the NATIONAL GEODETIC SURVEY
 NM0744.in June 1991.
 NM0744
 NM0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0744.GEOID18 height accuracy estimate available here.
 NM0744
 NM0744.Click photographs - Photos may exist for this station.
 NM0744
 NM0744.The dynamic height is computed by dividing the NAVD 88
 NM0744.geopotential number by the normal gravity value computed on the
 NM0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0744.degrees latitude (g = 980.6199 gals.).
 NM0744
 NM0744.The modeled gravity was interpolated from observed gravity values.
 NM0744
 NM0744;                    North         East    Units  Estimated Accuracy
 NM0744;SPC NE       -   251,390.      785,740.      MT  (+/- 180 meters Scaled)
 NM0744
 NM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM030578(NAD 83)
 NM0744
 NM0744                          SUPERSEDED SURVEY CONTROL
 NM0744
 NM0744  NGVD 29 (??/??/92)  412.054  (m)         1351.88   (f) ADJ UNCH    2 0
 NM0744
 NM0744.Superseded values are not recommended for survey control.
 NM0744
 NM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0744.See file dsdata.pdf to determine how the superseded data were derived.
 NM0744
 NM0744_MARKER: DB = BENCH MARK DISK
 NM0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0744_STAMPING: X 240 1947
 NM0744_MARK LOGO: CGS
 NM0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0744+STABILITY: SURFACE MOTION
 NM0744
 NM0744  HISTORY     - Date     Condition        Report By
 NM0744  HISTORY     - 1947     MONUMENTED       CGS
 NM0744
 NM0744                          STATION DESCRIPTION
 NM0744
 NM0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0744'2.4 MI SW FROM ROSALIE.
 NM0744'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0744'THENCE WEST 1.9 MILES ALONG A DIRT ROAD, 1.0 MILE NORTH AND EAST
 NM0744'OF BENCH MARK W 240, AT A POINT MARKED BY A FARM HOUSE ON SIDE
 NM0744'OF THE ROAD, 52.5 FEET SOUTHWEST OF A POWER POLE, 22.5 FEET
 NM0744'SOUTH OF THE CENTER OF THE ROAD, 10.5 FEET EAST OF THE CENTER
 NM0744'OF THE FARM DRIVEWAY, 6.0 FEET NORTHEAST OF A GATE POST, 1.0 FOOT
 NM0744'WEST OF A WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER
 NM0744'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM0744'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0159 ***********************************************************************
 MK0159  DESIGNATION -  X 241
 MK0159  PID         -  MK0159
 MK0159  STATE/COUNTY-  NE/BURT
 MK0159  COUNTRY     -  US
 MK0159  USGS QUAD   -  TEKAMAH (2017)
 MK0159
 MK0159                         *CURRENT SURVEY CONTROL
 MK0159  ______________________________________________________________________
 MK0159* NAD 83(1986) POSITION- 41 50 37.     (N) 096 10 03.     (W)   SCALED
 MK0159* NAVD 88 ORTHO HEIGHT -   315.531 (meters)     1035.20  (feet) ADJUSTED
 MK0159  ______________________________________________________________________
 MK0159  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 MK0159  DYNAMIC HEIGHT  -        315.411 (meters)     1034.81  (feet) COMP
 MK0159  MODELED GRAVITY -    980,231.6   (mgal)                       NAVD 88
 MK0159
 MK0159  VERT ORDER      -  SECOND    CLASS 0
 MK0159
 MK0159.The horizontal coordinates were scaled from a map and have
 MK0159.an estimated accuracy of +/- 6 seconds.
 MK0159
 MK0159.The orthometric height was determined by differential leveling and
 MK0159.adjusted by the NATIONAL GEODETIC SURVEY
 MK0159.in June 1991.
 MK0159
 MK0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0159.GEOID18 height accuracy estimate available here.
 MK0159
 MK0159.Click photographs - Photos may exist for this station.
 MK0159
 MK0159.The dynamic height is computed by dividing the NAVD 88
 MK0159.geopotential number by the normal gravity value computed on the
 MK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0159.degrees latitude (g = 980.6199 gals.).
 MK0159
 MK0159.The modeled gravity was interpolated from observed gravity values.
 MK0159
 MK0159;                    North         East    Units  Estimated Accuracy
 MK0159;SPC NE       -   230,240.      818,090.      MT  (+/- 180 meters Scaled)
 MK0159
 MK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM351362(NAD 83)
 MK0159
 MK0159                          SUPERSEDED SURVEY CONTROL
 MK0159
 MK0159  NGVD 29 (??/??/92)  315.389  (m)         1034.74   (f) ADJ UNCH    2 0
 MK0159
 MK0159.Superseded values are not recommended for survey control.
 MK0159
 MK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0159.See file dsdata.pdf to determine how the superseded data were derived.
 MK0159
 MK0159_MARKER: DB = BENCH MARK DISK
 MK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0159_STAMPING: X 241 1947
 MK0159_MARK LOGO: CGS
 MK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0159+STABILITY: SURFACE MOTION
 MK0159
 MK0159  HISTORY     - Date     Condition        Report By
 MK0159  HISTORY     - 1947     MONUMENTED       CGS
 MK0159  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0159
 MK0159                          STATION DESCRIPTION
 MK0159
 MK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0159'8.6 MI NE FROM TEKAMAH.
 MK0159'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE
 MK0159'AT TEKAMAH, THENCE 3.6 MILES NORTH, 0.75 MILE WEST AND 1.0
 MK0159'MILE NORTH ALONG GRAVEL ROADS, AT A RIGHT ANGLE OF A TURN
 MK0159'IN A POWER LINE, 44.0 FEET EAST OF THE CENTER OF THE ROAD,
 MK0159'11.0 FEET EAST OF A FENCE CORNER POST, 4.2 FEET WEST OF A POWER
 MK0159'LINE POLE, 2.0 FEET EAST OF A REFERENCE POST, 0.8 FOOT NORTH
 MK0159'OF AN EAST-WEST SECTION LINE FENCE, SET IN A CONCRETE POST
 MK0159'ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0159
 MK0159                          STATION RECOVERY (1974)
 MK0159
 MK0159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0622 ***********************************************************************
 MK0622  DESIGNATION -  X 242
 MK0622  PID         -  MK0622
 MK0622  STATE/COUNTY-  NE/DOUGLAS
 MK0622  COUNTRY     -  US
 MK0622  USGS QUAD   -  VALLEY (2017)
 MK0622
 MK0622                         *CURRENT SURVEY CONTROL
 MK0622  ______________________________________________________________________
 MK0622* NAD 83(1986) POSITION- 41 21 49.1    (N) 096 15 12.9    (W)   HD_HELD2
 MK0622* NAVD 88 ORTHO HEIGHT -   387.495 (meters)     1271.31  (feet) ADJUSTED
 MK0622  ______________________________________________________________________
 MK0622  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 MK0622  DYNAMIC HEIGHT  -        387.311 (meters)     1270.70  (feet) COMP
 MK0622  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 MK0622
 MK0622  VERT ORDER      -  SECOND    CLASS 0
 MK0622
 MK0622.The horizontal coordinates were established by autonomous hand held GPS
 MK0622.observations and have an estimated accuracy of +/- 10 meters.
 MK0622
 MK0622.The orthometric height was determined by differential leveling and
 MK0622.adjusted by the NATIONAL GEODETIC SURVEY
 MK0622.in June 1991.
 MK0622
 MK0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0622.GEOID18 height accuracy estimate available here.
 MK0622
 MK0622.Click photographs - Photos may exist for this station.
 MK0622
 MK0622.The dynamic height is computed by dividing the NAVD 88
 MK0622.geopotential number by the normal gravity value computed on the
 MK0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0622.degrees latitude (g = 980.6199 gals.).
 MK0622
 MK0622.The modeled gravity was interpolated from observed gravity values.
 MK0622
 MK0622;                    North         East    Units  Estimated Accuracy
 MK0622;SPC NE       -   176,691.      813,263.      MT  (+/- 10 meters HH2 GPS)
 MK0622
 MK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2971582765(NAD 83)
 MK0622
 MK0622                          SUPERSEDED SURVEY CONTROL
 MK0622
 MK0622  NGVD 29 (??/??/92)  387.352  (m)         1270.84   (f) ADJ UNCH    2 0
 MK0622
 MK0622.Superseded values are not recommended for survey control.
 MK0622
 MK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0622.See file dsdata.pdf to determine how the superseded data were derived.
 MK0622
 MK0622_MARKER: DB = BENCH MARK DISK
 MK0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0622_SP_SET: CULVERT HEADWALL
 MK0622_STAMPING: X 242 1947
 MK0622_MARK LOGO: CGS
 MK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0622+STABILITY: SURFACE MOTION
 MK0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0622+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2017
 MK0622
 MK0622  HISTORY     - Date     Condition        Report By
 MK0622  HISTORY     - 1947     MONUMENTED       CGS
 MK0622  HISTORY     - 1976     GOOD             LOCSUR
 MK0622  HISTORY     - 20110118 GOOD             INDIV
 MK0622  HISTORY     - 20170413 GOOD             NEDR
 MK0622
 MK0622                          STATION DESCRIPTION
 MK0622
 MK0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0622'1.2 MI SE FROM ELK CITY.
 MK0622'1.25 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0622'SCHOOL AT ELK CITY, IN THE SOUTHEAST ANGLE OF A GRAVEL CROSS
 MK0622'ROAD, 25.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 20.0 FEET
 MK0622'EAST OF THE NORTH-SOUTH CROSS ROAD, SET IN TOP OF THE SOUTH
 MK0622'END OF THE EAST HEAD WALL OF A CONCRETE CULVERT UNDER THE GRAVEL
 MK0622'CROSS ROAD, ABOUT 2 FEET BELOW THE HIGHWAY AND THE ROAD.
 MK0622
 MK0622                          STATION RECOVERY (1976)
 MK0622
 MK0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0622'RECOVERED IN GOOD CONDITION.
 MK0622
 MK0622                          STATION RECOVERY (2011)
 MK0622
 MK0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MK0622'RECOVERED IN GOOD CONDITION.
 MK0622
 MK0622                          STATION RECOVERY (2017)
 MK0622
 MK0622'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2017 (JEN)
 MK0622'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0148 ***********************************************************************
 MK0148  DESIGNATION -  X 243
 MK0148  PID         -  MK0148
 MK0148  STATE/COUNTY-  NE/BURT
 MK0148  COUNTRY     -  US
 MK0148  USGS QUAD   -  HERMAN (2017)
 MK0148
 MK0148                         *CURRENT SURVEY CONTROL
 MK0148  ______________________________________________________________________
 MK0148* NAD 83(1986) POSITION- 41 42 18.     (N) 096 08 43.     (W)   SCALED
 MK0148* NAVD 88 ORTHO HEIGHT -   311.148 (meters)     1020.82  (feet) ADJUSTED
 MK0148  ______________________________________________________________________
 MK0148  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 MK0148  DYNAMIC HEIGHT  -        311.020 (meters)     1020.40  (feet) COMP
 MK0148  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 MK0148
 MK0148  VERT ORDER      -  SECOND    CLASS 0
 MK0148
 MK0148.The horizontal coordinates were scaled from a map and have
 MK0148.an estimated accuracy of +/- 6 seconds.
 MK0148
 MK0148.The orthometric height was determined by differential leveling and
 MK0148.adjusted by the NATIONAL GEODETIC SURVEY
 MK0148.in June 1991.
 MK0148
 MK0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0148.GEOID18 height accuracy estimate available here.
 MK0148
 MK0148.Click photographs - Photos may exist for this station.
 MK0148
 MK0148.The dynamic height is computed by dividing the NAVD 88
 MK0148.geopotential number by the normal gravity value computed on the
 MK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0148.degrees latitude (g = 980.6199 gals.).
 MK0148
 MK0148.The modeled gravity was interpolated from observed gravity values.
 MK0148
 MK0148;                    North         East    Units  Estimated Accuracy
 MK0148;SPC NE       -   214,950.      820,620.      MT  (+/- 180 meters Scaled)
 MK0148
 MK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM375209(NAD 83)
 MK0148
 MK0148                          SUPERSEDED SURVEY CONTROL
 MK0148
 MK0148  NGVD 29 (??/??/92)  311.008  (m)         1020.37   (f) ADJ UNCH    2 0
 MK0148
 MK0148.Superseded values are not recommended for survey control.
 MK0148
 MK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0148.See file dsdata.pdf to determine how the superseded data were derived.
 MK0148
 MK0148_MARKER: DB = BENCH MARK DISK
 MK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0148_STAMPING: X 243 1947
 MK0148_MARK LOGO: CGS
 MK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0148+STABILITY: SURFACE MOTION
 MK0148
 MK0148  HISTORY     - Date     Condition        Report By
 MK0148  HISTORY     - 1947     MONUMENTED       CGS
 MK0148  HISTORY     - 1974     GOOD             LOCSUR
 MK0148
 MK0148                          STATION DESCRIPTION
 MK0148
 MK0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0148'10 MI SE FROM TEKAMAH.
 MK0148'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0148'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH,
 MK0148'0.5 MILE EAST, 2.5 MILES SOUTH AND 0.5 MILE WEST ALONG GRAVEL
 MK0148'ROADS, AT THE HOMESTEAD SCHOOL, 98.5 FEET SOUTHEAST OF THE
 MK0148'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 66.0 FEET SOUTH OF THE
 MK0148'CENTER OF THE CONCRETE WALK LEADING WEST TO THE BUILDING, 64.5
 MK0148'FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL YARD FENCE, 34.0
 MK0148'FEET WEST OF THE CENTER OF THE DRIVE-WAY LEADING INTO THE
 MK0148'SCHOOL YARD, 34.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MK0148'ROAD, 3.3 FEET WEST OF THE EAST SCHOOL YARD FENCE, 1.8 FOOT
 MK0148'SOUTH OF A REFERENCE POST SET IN A CONCRETE POST ABOUT 2 FEET
 MK0148'BELOW THE ROAD AND PROJECTING 0.2 FOOT.  THIS BENCH MARK IS ALSO
 MK0148'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73, 2.7 MILES EAST
 MK0148'ALONG A GRAVEL ROAD, 2.5 MILES NORTH ALONG A DIRT ROAD, 0.5 MILE
 MK0148'EAST AND 0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 MK0148'AT HERMAN.
 MK0148
 MK0148                          STATION RECOVERY (1974)
 MK0148
 MK0148'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0138 ***********************************************************************
 MK0138  DESIGNATION -  X 244
 MK0138  PID         -  MK0138
 MK0138  STATE/COUNTY-  NE/WASHINGTON
 MK0138  COUNTRY     -  US
 MK0138  USGS QUAD   -  BLAIR (2017)
 MK0138
 MK0138                         *CURRENT SURVEY CONTROL
 MK0138  ______________________________________________________________________
 MK0138* NAD 83(1986) POSITION- 41 36 51.     (N) 096 07 35.     (W)   SCALED
 MK0138* NAVD 88 ORTHO HEIGHT -   310.237 (meters)     1017.84  (feet) ADJUSTED
 MK0138  ______________________________________________________________________
 MK0138  GEOID HEIGHT    -        -28.057 (meters)                     GEOID18
 MK0138  DYNAMIC HEIGHT  -        310.102 (meters)     1017.39  (feet) COMP
 MK0138  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 MK0138
 MK0138  VERT ORDER      -  SECOND    CLASS 0
 MK0138
 MK0138.The horizontal coordinates were scaled from a map and have
 MK0138.an estimated accuracy of +/- 6 seconds.
 MK0138
 MK0138.The orthometric height was determined by differential leveling and
 MK0138.adjusted by the NATIONAL GEODETIC SURVEY
 MK0138.in June 1991.
 MK0138
 MK0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0138.GEOID18 height accuracy estimate available here.
 MK0138
 MK0138.Click photographs - Photos may exist for this station.
 MK0138
 MK0138.The dynamic height is computed by dividing the NAVD 88
 MK0138.geopotential number by the normal gravity value computed on the
 MK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0138.degrees latitude (g = 980.6199 gals.).
 MK0138
 MK0138.The modeled gravity was interpolated from observed gravity values.
 MK0138
 MK0138;                    North         East    Units  Estimated Accuracy
 MK0138;SPC NE       -   204,950.      822,650.      MT  (+/- 180 meters Scaled)
 MK0138
 MK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM394109(NAD 83)
 MK0138
 MK0138                          SUPERSEDED SURVEY CONTROL
 MK0138
 MK0138  NGVD 29 (??/??/92)  310.097  (m)         1017.38   (f) ADJ UNCH    2 0
 MK0138
 MK0138.Superseded values are not recommended for survey control.
 MK0138
 MK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0138.See file dsdata.pdf to determine how the superseded data were derived.
 MK0138
 MK0138_MARKER: DB = BENCH MARK DISK
 MK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0138_STAMPING: X 244 1947
 MK0138_MARK LOGO: CGS
 MK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0138+STABILITY: SURFACE MOTION
 MK0138
 MK0138  HISTORY     - Date     Condition        Report By
 MK0138  HISTORY     - 1947     MONUMENTED       CGS
 MK0138  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0138
 MK0138                          STATION DESCRIPTION
 MK0138
 MK0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0138'5.2 MI N FROM BLAIR.
 MK0138'0.3 MILE EAST ALONG U.S. HIGHWAY NO. 30 FROM THE UNION RAILROAD
 MK0138'STATION AT BLAIR, THENCE 4.95 MILES NORTH ALONG A GRAVEL ROAD,
 MK0138'0.2 MILE NORTH OF A PRIVATE DRIVE-WAY LEADING WEST TO A FARM
 MK0138'HOUSE, 44.0 FEET SOUTH OF THE CENTER OF A PRIVATE DIRT ROAD
 MK0138'LEADING WEST THROUGH A FIELD, 34.5 FEET SOUTH OF A POWER LINE
 MK0138'POLE, 34.0 FEET SOUTH OF A FENCE CORNER POST, 31.0 FEET WEST OF
 MK0138'THE CENTER OF THE MAIN ROAD, 1.7 FOOT NORTH OF A REFERENCE POST,
 MK0138'0.5 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0138'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1
 MK0138'FOOT.
 MK0138
 MK0138                          STATION RECOVERY (1970)
 MK0138
 MK0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2179 ***********************************************************************
 MK2179  DESIGNATION -  X 245 RESET
 MK2179  PID         -  MK2179
 MK2179  STATE/COUNTY-  NE/BURT
 MK2179  COUNTRY     -  US
 MK2179  USGS QUAD   -  NICKERSON NE (2017)
 MK2179
 MK2179                         *CURRENT SURVEY CONTROL
 MK2179  ______________________________________________________________________
 MK2179* NAD 83(1986) POSITION- 41 44 30.     (N) 096 21 58.     (W)   SCALED
 MK2179* NAVD 88 ORTHO HEIGHT -   394.97  (meters)     1295.8   (feet) RESET
 MK2179  ______________________________________________________________________
 MK2179  GEOID HEIGHT    -        -26.563 (meters)                     GEOID18
 MK2179  VERT ORDER      -  THIRD
 MK2179
 MK2179.The horizontal coordinates were scaled from a map and have
 MK2179.an estimated accuracy of +/- 6 seconds.
 MK2179
 MK2179.The orthometric height was computed from unverified reset data.
 MK2179
 MK2179.No vertical observational check was made to the station.
 MK2179
 MK2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2179.GEOID18 height accuracy estimate available here.
 MK2179
 MK2179.Click photographs - Photos may exist for this station.
 MK2179
 MK2179;                    North         East    Units  Estimated Accuracy
 MK2179;SPC NE       -   218,220.      802,100.      MT  (+/- 180 meters Scaled)
 MK2179
 MK2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM190244(NAD 83)
 MK2179
 MK2179                          SUPERSEDED SURVEY CONTROL
 MK2179
 MK2179  NGVD 29 (01/31/13)  394.83   (m)         1295.4    (f) RESET       3  
 MK2179
 MK2179.Superseded values are not recommended for survey control.
 MK2179
 MK2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2179.See file dsdata.pdf to determine how the superseded data were derived.
 MK2179
 MK2179_MARKER: DV = VERTICAL CONTROL DISK
 MK2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2179_STAMPING: X 245 RESET 1988
 MK2179_MARK LOGO: NGS
 MK2179_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2179+STABILITY: SURFACE MOTION
 MK2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2179+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MK2179
 MK2179  HISTORY     - Date     Condition        Report By
 MK2179  HISTORY     - 1988     MONUMENTED       NGS
 MK2179
 MK2179                          STATION DESCRIPTION
 MK2179
 MK2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MK2179'4.99 KM (3.10 MI) SOUTH ALONG A PAVED COUNTY ROAD, FROM THE POST
 MK2179'OFFICE IN CRAIG, TO A GRADED CROSSROAD AND THE MARK IN THE NORTHWEST
 MK2179'ANGLE OF THE INTERSECTION, 12.80 M (42.0 FT) WEST FROM THE CENTERLINE
 MK2179'OF THE PAVED ROAD, 11.13 M (36.5 FT) NORTH FROM THE CENTERLINE OF THE
 MK2179'GRADED ROAD, 3.96 M (13.0 FT) NORTHWEST FROM THE WEST END OF A METAL,
 MK2179'TUBE CULVERT UNDER THE PAVED ROAD, 0.66 M (2.2 FT) WEST-SOUTHWEST
 MK2179'FROM A TELEPHONE CABLE JUNCTION BOX, 0.3 M (1.0 FT) EAST FROM A
 MK2179'WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MK2179'PROJECTS 0.06 M (0.2 FT) ABOVE THE GROUND AND WHICH IS ABOUT 0.3 M
 MK2179'(1.0 FT) BELOW THE PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0415 ***********************************************************************
 MK0415  DESIGNATION -  X 246
 MK0415  PID         -  MK0415
 MK0415  STATE/COUNTY-  NE/WASHINGTON
 MK0415  COUNTRY     -  US
 MK0415  USGS QUAD   -  BLAIR (2017)
 MK0415
 MK0415                         *CURRENT SURVEY CONTROL
 MK0415  ______________________________________________________________________
 MK0415* NAD 83(1986) POSITION- 41 32 48.     (N) 096 10 29.     (W)   SCALED
 MK0415* NAVD 88 ORTHO HEIGHT -   343.797 (meters)     1127.94  (feet) ADJUSTED
 MK0415  ______________________________________________________________________
 MK0415  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 MK0415  DYNAMIC HEIGHT  -        343.639 (meters)     1127.42  (feet) COMP
 MK0415  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 MK0415
 MK0415  VERT ORDER      -  SECOND    CLASS 0
 MK0415
 MK0415.The horizontal coordinates were scaled from a map and have
 MK0415.an estimated accuracy of +/- 6 seconds.
 MK0415
 MK0415.The orthometric height was determined by differential leveling and
 MK0415.adjusted by the NATIONAL GEODETIC SURVEY
 MK0415.in June 1991.
 MK0415
 MK0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0415.GEOID18 height accuracy estimate available here.
 MK0415
 MK0415.Click photographs - Photos may exist for this station.
 MK0415
 MK0415.The dynamic height is computed by dividing the NAVD 88
 MK0415.geopotential number by the normal gravity value computed on the
 MK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0415.degrees latitude (g = 980.6199 gals.).
 MK0415
 MK0415.The modeled gravity was interpolated from observed gravity values.
 MK0415
 MK0415;                    North         East    Units  Estimated Accuracy
 MK0415;SPC NE       -   197,280.      818,950.      MT  (+/- 180 meters Scaled)
 MK0415
 MK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM356033(NAD 83)
 MK0415
 MK0415                          SUPERSEDED SURVEY CONTROL
 MK0415
 MK0415  NGVD 29 (??/??/92)  343.651  (m)         1127.46   (f) ADJ UNCH    2 0
 MK0415
 MK0415.Superseded values are not recommended for survey control.
 MK0415
 MK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0415.See file dsdata.pdf to determine how the superseded data were derived.
 MK0415
 MK0415_MARKER: DB = BENCH MARK DISK
 MK0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0415_SP_SET: CULVERT HEADWALL
 MK0415_STAMPING: X 246 1947
 MK0415_MARK LOGO: CGS
 MK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0415+STABILITY: SURFACE MOTION
 MK0415
 MK0415  HISTORY     - Date     Condition        Report By
 MK0415  HISTORY     - 1947     MONUMENTED       CGS
 MK0415
 MK0415                          STATION DESCRIPTION
 MK0415
 MK0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0415'2.4 MI W FROM BLAIR.
 MK0415'2.45 MILES WEST ALONG STATE HIGHWAY NO. 91 FROM THE UNION
 MK0415'STATION AT BLAIR, AT THE CROSSING OF A CREEK, 21.0 FEET SOUTH
 MK0415'OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE EAST END OF THE
 MK0415'SOUTH HEAD WALL OF A 12-FOOT ARCHED CONCRETE CULVERT UNDER THE
 MK0415'HIGHWAY (THE MOST WESTERLY CULVERT OF TWO LARGE CULVERTS UNDER
 MK0415'THE HIGHWAY), ABOUT 3 FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0416 ***********************************************************************
 MK0416  DESIGNATION -  X 246 RESET
 MK0416  PID         -  MK0416
 MK0416  STATE/COUNTY-  NE/WASHINGTON
 MK0416  COUNTRY     -  US
 MK0416  USGS QUAD   -  BLAIR (2017)
 MK0416
 MK0416                         *CURRENT SURVEY CONTROL
 MK0416  ______________________________________________________________________
 MK0416* NAD 83(1986) POSITION- 41 32 48.     (N) 096 10 30.     (W)   SCALED
 MK0416* NAVD 88 ORTHO HEIGHT -   343.82  (meters)     1128.0   (feet) RESET
 MK0416  ______________________________________________________________________
 MK0416  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 MK0416  VERT ORDER      -  THIRD
 MK0416
 MK0416.The horizontal coordinates were scaled from a map and have
 MK0416.an estimated accuracy of +/- 6 seconds.
 MK0416
 MK0416.The orthometric height was computed from unverified reset data.
 MK0416
 MK0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0416.GEOID18 height accuracy estimate available here.
 MK0416
 MK0416.Click photographs - Photos may exist for this station.
 MK0416
 MK0416;                    North         East    Units  Estimated Accuracy
 MK0416;SPC NE       -   197,280.      818,930.      MT  (+/- 180 meters Scaled)
 MK0416
 MK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM356032(NAD 83)
 MK0416
 MK0416                          SUPERSEDED SURVEY CONTROL
 MK0416
 MK0416  NGVD 29 (??/??/??)  343.68   (m)         1127.6    (f) RESET       3  
 MK0416
 MK0416.Superseded values are not recommended for survey control.
 MK0416
 MK0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0416.See file dsdata.pdf to determine how the superseded data were derived.
 MK0416
 MK0416_MARKER: DB = BENCH MARK DISK
 MK0416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0416_SP_SET: CULVERT HEADWALL
 MK0416_STAMPING: X 246 RESET 1955
 MK0416_MARK LOGO: CGS
 MK0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0416+STABILITY: SURFACE MOTION
 MK0416
 MK0416  HISTORY     - Date     Condition        Report By
 MK0416  HISTORY     - 1955     MONUMENTED       NEDR
 MK0416
 MK0416                          STATION DESCRIPTION
 MK0416
 MK0416'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0416'2.4 MI W FROM BLAIR.
 MK0416'2.4 MILES WEST ALONG STATE HIGHWAY 91 FROM THE UNION STATION, AT
 MK0416'BLAIR, WASHINGTON COUNTY, AT A CREEK CROSSING AND TWO 12-FOOT
 MK0416'ARCH CONCRETE CULVERTS, IN THE TOP OF THE EAST END OF THE SOUTH
 MK0416'PARAPET-WALL OF THE WEST CULVERT, 30 FEET SOUTH OF THE CENTERLINE
 MK0416'OF THE HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A
 MK0416'STANDARD DISK, STAMPED X 246 RESET 1955.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0399 ***********************************************************************
 MK0399  DESIGNATION -  X 247
 MK0399  PID         -  MK0399
 MK0399  STATE/COUNTY-  NE/DODGE
 MK0399  COUNTRY     -  US
 MK0399  USGS QUAD   -  NICKERSON NW (2017)
 MK0399
 MK0399                         *CURRENT SURVEY CONTROL
 MK0399  ______________________________________________________________________
 MK0399* NAD 83(1986) POSITION- 41 40 08.     (N) 096 27 22.     (W)   SCALED
 MK0399* NAVD 88 ORTHO HEIGHT -   402.936 (meters)     1321.97  (feet) ADJUSTED
 MK0399  ______________________________________________________________________
 MK0399  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 MK0399  DYNAMIC HEIGHT  -        402.777 (meters)     1321.44  (feet) COMP
 MK0399  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 MK0399
 MK0399  VERT ORDER      -  SECOND    CLASS 0
 MK0399
 MK0399.The horizontal coordinates were scaled from a map and have
 MK0399.an estimated accuracy of +/- 6 seconds.
 MK0399
 MK0399.The orthometric height was determined by differential leveling and
 MK0399.adjusted by the NATIONAL GEODETIC SURVEY
 MK0399.in June 1991.
 MK0399
 MK0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0399.GEOID18 height accuracy estimate available here.
 MK0399
 MK0399.Click photographs - Photos may exist for this station.
 MK0399
 MK0399.The dynamic height is computed by dividing the NAVD 88
 MK0399.geopotential number by the normal gravity value computed on the
 MK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0399.degrees latitude (g = 980.6199 gals.).
 MK0399
 MK0399.The modeled gravity was interpolated from observed gravity values.
 MK0399
 MK0399;                    North         East    Units  Estimated Accuracy
 MK0399;SPC NE       -   209,840.      794,950.      MT  (+/- 180 meters Scaled)
 MK0399
 MK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM117161(NAD 83)
 MK0399
 MK0399                          SUPERSEDED SURVEY CONTROL
 MK0399
 MK0399  NGVD 29 (??/??/92)  402.800  (m)         1321.52   (f) ADJ UNCH    2 0
 MK0399
 MK0399.Superseded values are not recommended for survey control.
 MK0399
 MK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0399.See file dsdata.pdf to determine how the superseded data were derived.
 MK0399
 MK0399_MARKER: DB = BENCH MARK DISK
 MK0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0399_STAMPING: X 247 1947
 MK0399_MARK LOGO: CGS
 MK0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0399+STABILITY: SURFACE MOTION
 MK0399
 MK0399  HISTORY     - Date     Condition        Report By
 MK0399  HISTORY     - 1947     MONUMENTED       CGS
 MK0399
 MK0399                          STATION DESCRIPTION
 MK0399
 MK0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0399'8.5 MI NE FROM WINSLOW.
 MK0399'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0399'FROM THE STATION AT WINSLOW, THENCE 4.1 MILES EAST ALONG A GRAVEL
 MK0399'ROAD, 0.6 MILE WEST OF THE DODGE-WASHINGTON COUNTY LINE ROAD, 0.1
 MK0399'MILE EAST OF THE TOP OF A HILL, AT THE JUNCTION OF A PRIVATE
 MK0399'ROAD LEADING NORTH TO A FARM HOUSE, 33.0 FEET SOUTH OF THE CENTER
 MK0399'OF THE MAIN ROAD, 14.0 FEET WEST OF A POINT IN LINE WITH THE
 MK0399'CENTER OF A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 3.5 FEET
 MK0399'SOUTH OF A GUY WIRE BRACED POWER LINE POLE WHICH IS AT A POWER
 MK0399'LINE JUNCTION, 1.3 FOOT NORTH OF A REFERENCE POST, SET IN A
 MK0399'CONCRETE POST DIRECTLY UNDER THE GUY WIRE BRACE, ABOUT 2 FEET
 MK0399'BELOW THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0461 ***********************************************************************
 NM0461  DESIGNATION -  X 248
 NM0461  PID         -  NM0461
 NM0461  STATE/COUNTY-  NE/BURT
 NM0461  COUNTRY     -  US
 NM0461  USGS QUAD   -  MACY (2017)
 NM0461
 NM0461                         *CURRENT SURVEY CONTROL
 NM0461  ______________________________________________________________________
 NM0461* NAD 83(1986) POSITION- 42 01 54.48   (N) 096 16 15.78   (W)   HD_HELD1
 NM0461* NAVD 88 ORTHO HEIGHT -   385.970 (meters)     1266.30  (feet) ADJUSTED
 NM0461  ______________________________________________________________________
 NM0461  GEOID HEIGHT    -        -26.518 (meters)                     GEOID18
 NM0461  DYNAMIC HEIGHT  -        385.834 (meters)     1265.86  (feet) COMP
 NM0461  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 NM0461
 NM0461  VERT ORDER      -  SECOND    CLASS 0
 NM0461
 NM0461.The horizontal coordinates were determined by differentially corrected
 NM0461.hand held GPS observations or other comparable positioning techniques
 NM0461.and have an estimated accuracy of +/- 3 meters.
 NM0461
 NM0461.The orthometric height was determined by differential leveling and
 NM0461.adjusted by the NATIONAL GEODETIC SURVEY
 NM0461.in June 1991.
 NM0461
 NM0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0461.GEOID18 height accuracy estimate available here.
 NM0461
 NM0461.Click photographs - Photos may exist for this station.
 NM0461
 NM0461.The dynamic height is computed by dividing the NAVD 88
 NM0461.geopotential number by the normal gravity value computed on the
 NM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0461.degrees latitude (g = 980.6199 gals.).
 NM0461
 NM0461.The modeled gravity was interpolated from observed gravity values.
 NM0461
 NM0461;                    North         East    Units  Estimated Accuracy
 NM0461;SPC NE       -   250,745.1     808,604.3     MT  (+/- 3 meters HH1 GPS) 
 NM0461
 NM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2590156910(NAD 83)
 NM0461
 NM0461                          SUPERSEDED SURVEY CONTROL
 NM0461
 NM0461  NGVD 29 (??/??/92)  385.825  (m)         1265.83   (f) ADJ UNCH    2 0
 NM0461
 NM0461.Superseded values are not recommended for survey control.
 NM0461
 NM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0461.See file dsdata.pdf to determine how the superseded data were derived.
 NM0461
 NM0461_MARKER: DB = BENCH MARK DISK
 NM0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0461_STAMPING: X 248 1947
 NM0461_MARK LOGO: CGS
 NM0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0461+STABILITY: SURFACE MOTION
 NM0461
 NM0461  HISTORY     - Date     Condition        Report By
 NM0461  HISTORY     - 1947     MONUMENTED       CGS
 NM0461  HISTORY     - 1961     GOOD             CGS
 NM0461  HISTORY     - 20101013 GOOD             GEOCAC
 NM0461
 NM0461                          STATION DESCRIPTION
 NM0461
 NM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0461'3.2 MI NW FROM DECATUR.
 NM0461'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0461'DECATUR, THENCE NORTHWEST 2.1 MILES ALONG U.S. HIGHWAY NO. 73 E,
 NM0461'NEAR THE TOP OF A LONG HILL, 46.5 FEET NORTHEAST OF THE CENTER
 NM0461'OF THE HIGHWAY, 13.0 FEET SOUTHEAST OF THE CENTER OF A FIELD
 NM0461'ENTRANCE, 4.2 FEET SOUTHEAST OF A GATE POST, 1.0 FOOT SOUTHWEST OF
 NM0461'A BARBED WIRE FENCE, 2.0 FEET NORTHWEST OF A 4 IN X 4 IN MARKER
 NM0461'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 NM0461'ABOVE GROUND.  NOTE-- 1961 REPORT-70 FEET NORTHEAST OF THE
 NM0461'CENTERLINE OF NEW U.S HIGHWAY 73 AND 1 FOOT SOUTHEAST OF A NEW
 NM0461'STEEL WITNESS POST.
 NM0461
 NM0461                          STATION RECOVERY (1961)
 NM0461
 NM0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NM0461'RECOVERED IN GOOD CONDITION.
 NM0461
 NM0461                          STATION RECOVERY (2010)
 NM0461
 NM0461'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 NM0461'THE FIELD ENTRANCE, GATE POST AND FENCE DESCRIBED IN 1947 ARE GONE.
 NM0461'THE MARK IS SOUTHEAST OF A STEEL WITNESS POST AND SIGN.  SMALL TREES
 NM0461'WILL OBSCURE THE LOCATION DURING THE SUMMER MONTHS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0036 ***********************************************************************
 LH0036  DESIGNATION -  X 249
 LH0036  PID         -  LH0036
 LH0036  STATE/COUNTY-  NE/HALL
 LH0036  COUNTRY     -  US
 LH0036  USGS QUAD   -  TRUMBULL (2017)
 LH0036
 LH0036                         *CURRENT SURVEY CONTROL
 LH0036  ______________________________________________________________________
 LH0036* NAD 83(1986) POSITION- 40 43 39.14   (N) 098 22 06.70   (W)   HD_HELD1
 LH0036* NAVD 88 ORTHO HEIGHT -   593.967 (meters)     1948.71  (feet) ADJUSTED
 LH0036  ______________________________________________________________________
 LH0036  GEOID HEIGHT    -        -25.150 (meters)                     GEOID18
 LH0036  DYNAMIC HEIGHT  -        593.645 (meters)     1947.65  (feet) COMP
 LH0036  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 LH0036
 LH0036  VERT ORDER      -  FIRST     CLASS II
 LH0036
 LH0036.The horizontal coordinates were determined by differentially corrected
 LH0036.hand held GPS observations or other comparable positioning techniques
 LH0036.and have an estimated accuracy of +/- 3 meters.
 LH0036
 LH0036.The orthometric height was determined by differential leveling and
 LH0036.adjusted by the NATIONAL GEODETIC SURVEY
 LH0036.in June 1991.
 LH0036
 LH0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0036.GEOID18 height accuracy estimate available here.
 LH0036
 LH0036.Click photographs - Photos may exist for this station.
 LH0036
 LH0036.The dynamic height is computed by dividing the NAVD 88
 LH0036.geopotential number by the normal gravity value computed on the
 LH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0036.degrees latitude (g = 980.6199 gals.).
 LH0036
 LH0036.The modeled gravity was interpolated from observed gravity values.
 LH0036
 LH0036;                    North         East    Units  Estimated Accuracy
 LH0036;SPC NE       -   100,582.2     637,785.3     MT  (+/- 3 meters HH1 GPS) 
 LH0036
 LH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5332608703(NAD 83)
 LH0036
 LH0036                          SUPERSEDED SURVEY CONTROL
 LH0036
 LH0036  NGVD 29 (02/14/92)  593.725  (m)         1947.91   (f) ADJUSTED    1 2
 LH0036  NGVD 29 (??/??/87)  593.729  (m)         1947.93   (f) SUPERSEDED  1 2
 LH0036
 LH0036.Superseded values are not recommended for survey control.
 LH0036
 LH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0036.See file dsdata.pdf to determine how the superseded data were derived.
 LH0036
 LH0036_MARKER: DB = BENCH MARK DISK
 LH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0036_STAMPING: X 249 1947
 LH0036_MARK LOGO: CGS
 LH0036_PROJECTION: FLUSH
 LH0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0036+STABILITY: SURFACE MOTION
 LH0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0036+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2020
 LH0036
 LH0036  HISTORY     - Date     Condition        Report By
 LH0036  HISTORY     - 1947     MONUMENTED       CGS
 LH0036  HISTORY     - 19910925 GOOD             NGS
 LH0036  HISTORY     - 20010810 GOOD             NEDR
 LH0036  HISTORY     - 20201105 GOOD             NE-079
 LH0036
 LH0036                          STATION DESCRIPTION
 LH0036
 LH0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0036'2.1 MI N FROM HANSEN.
 LH0036'2.1 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0036'AT HANSEN, AT A ROAD CROSSING, 46.7 FEET EAST OF THE EAST RAIL,
 LH0036'43.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 38.1 FEET
 LH0036'SOUTHEAST OF THE EIGHTH POLE NORTH OF MILEPOST 237, 9.2 FEET
 LH0036'NORTH OF A FENCE CORNER, 3.0 FEET SOUTH OF A REFERENCE POST, 1.0
 LH0036'FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LH0036'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0036
 LH0036                          STATION RECOVERY (1991)
 LH0036
 LH0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0036'13.9 KM (8.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0036'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM (0.50 MI)
 LH0036'EASTERLY ALONG A COUNTY ROAD, 31.3 M (102.7 FT) EAST OF A UTILITY
 LH0036'POLE WITH 2 GUY CABLES, 28.9 M (94.8 FT) WEST OF A UTILITY POLE WITH
 LH0036'A GUY CABLE, 15.5 M (50.9 FT) EAST OF THE CENTER OF A FIELD ROAD,
 LH0036'13.0 M (42.7 FT) NORTH OF THE ROAD CENTER, 2.8 M (9.2 FT) NORTH OF A
 LH0036'UTILITY JUNCTION BOX, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3
 LH0036'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 LH0036'THE GROUND SURFACE.
 LH0036
 LH0036                          STATION RECOVERY (2001)
 LH0036
 LH0036'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0036'RECOVERED IN GOOD CONDITION.  FROM THE CROSSROADS OF ADAMS/HALL COUNTY
 LH0036'LINE AND HIGHWAY 281, PROCEED NORTH DOWN ALONG HIGHWAY 281 2.0 MILES
 LH0036'(3.2 KM) TO A CROSSROADS, TURN RIGHT GOING EAST DOWN COUNTY ROAD 0.50
 LH0036'MILE (0.80 KM) TO THE BENCH MARK.
 LH0036
 LH0036                          STATION RECOVERY (2020)
 LH0036
 LH0036'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0036'FOUND MONUMENT IN GOOD CONDITION, 0.5 MI (0.8 KM) EAST OF HIGHWAY 281,
 LH0036'44.3 FT (13.5 M) NORTH OF THE CENTERLINE OF RAINFORTH ROAD, 53.0 FT
 LH0036'(16.2 M) EAST OF THE CENTERLINE OF A FIELD DRIVE, 102.7 FT (31.3 M)
 LH0036'EAST OF A POWER POLE WITH 2 GUY CABLES, 94.8 FT (28.9 M) WEST OF A
 LH0036'POWER POLE WITH A GUY CABLE, 9.2 FT (2.8 M) NORTH OF A UTILITY BOX
 LH0036'WITH GUARD POST, 9.0 FT (2.7 M) NORTH OF A STEEL CORNER FENCE POST,
 LH0036'13.6 FT (4.1 M) NORTHEAST OF A CONCRETE WITNESS CORNER, 1.0 FT (0.3 M)
 LH0036'SOUTH OF THE BASE OF A BROKEN WITNESS POST AND THE MONUMENT IS FLUSH
 LH0036'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0064 ***********************************************************************
 LJ0064  DESIGNATION -  X 25
 LJ0064  PID         -  LJ0064
 LJ0064  STATE/COUNTY-  NE/RED WILLOW
 LJ0064  COUNTRY     -  US
 LJ0064  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0064
 LJ0064                         *CURRENT SURVEY CONTROL
 LJ0064  ______________________________________________________________________
 LJ0064* NAD 83(1986) POSITION- 40 12 31.74   (N) 100 33 05.98   (W)   HD_HELD1
 LJ0064* NAVD 88 ORTHO HEIGHT -   748.116 (meters)     2454.44  (feet) ADJUSTED
 LJ0064  ______________________________________________________________________
 LJ0064  GEOID HEIGHT    -        -24.046 (meters)                     GEOID18
 LJ0064  DYNAMIC HEIGHT  -        747.622 (meters)     2452.82  (feet) COMP
 LJ0064  MODELED GRAVITY -    979,940.9   (mgal)                       NAVD 88
 LJ0064
 LJ0064  VERT ORDER      -  FIRST     CLASS II
 LJ0064
 LJ0064.The horizontal coordinates were determined by differentially corrected
 LJ0064.hand held GPS observations or other comparable positioning techniques
 LJ0064.and have an estimated accuracy of +/- 3 meters.
 LJ0064
 LJ0064.The orthometric height was determined by differential leveling and
 LJ0064.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0064.in June 1991.
 LJ0064
 LJ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0064.GEOID18 height accuracy estimate available here.
 LJ0064
 LJ0064.Click photographs - Photos may exist for this station.
 LJ0064
 LJ0064.The dynamic height is computed by dividing the NAVD 88
 LJ0064.geopotential number by the normal gravity value computed on the
 LJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0064.degrees latitude (g = 980.6199 gals.).
 LJ0064
 LJ0064.The modeled gravity was interpolated from observed gravity values.
 LJ0064
 LJ0064;                    North         East    Units  Estimated Accuracy
 LJ0064;SPC NE       -    41,841.3     453,039.8     MT  (+/- 3 meters HH1 GPS) 
 LJ0064
 LJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6795252088(NAD 83)
 LJ0064
 LJ0064                          SUPERSEDED SURVEY CONTROL
 LJ0064
 LJ0064  NGVD 29 (??/??/92)  747.805  (m)         2453.42   (f) ADJ UNCH    1 2
 LJ0064
 LJ0064.Superseded values are not recommended for survey control.
 LJ0064
 LJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0064.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0064
 LJ0064_MARKER: DB = BENCH MARK DISK
 LJ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0064_STAMPING: 2453.424 X 25 1933
 LJ0064_MARK LOGO: CGS
 LJ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0064+STABILITY: SURFACE MOTION
 LJ0064
 LJ0064  HISTORY     - Date     Condition        Report By
 LJ0064  HISTORY     - 1933     MONUMENTED       CGS
 LJ0064  HISTORY     - 1942     GOOD             CGS
 LJ0064  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0064
 LJ0064                          STATION DESCRIPTION
 LJ0064
 LJ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LJ0064'4 MI E FROM MC COOK.
 LJ0064'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0064'FROM THE STATION AT MC COOK, REDWILLOW COUNTY, 12 POLES EAST
 LJ0064'OF MILEPOST 284, AT THE CROSSING OF A ROAD LEADING TO A FARMHOUSE,
 LJ0064'44 FEET SOUTH OF THE SOUTH RAIL, 17 FEET EAST OF THE ROAD, AND
 LJ0064'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LJ0064'2453.424 X 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 LJ0064'PROJECTING 6 INCHES ABOVE GROUND.
 LJ0064
 LJ0064                          STATION RECOVERY (1999)
 LJ0064
 LJ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0064'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 LJ0064'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0320 ***********************************************************************
 LH0320  DESIGNATION -  X 250
 LH0320  PID         -  LH0320
 LH0320  STATE/COUNTY-  NE/ADAMS
 LH0320  COUNTRY     -  US
 LH0320  USGS QUAD   -  AYR (2017)
 LH0320
 LH0320                         *CURRENT SURVEY CONTROL
 LH0320  ______________________________________________________________________
 LH0320* NAD 83(1986) POSITION- 40 27 43.     (N) 098 27 30.     (W)   SCALED
 LH0320* NAVD 88 ORTHO HEIGHT -   560.972 (meters)     1840.46  (feet) ADJUSTED
 LH0320  ______________________________________________________________________
 LH0320  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 LH0320  DYNAMIC HEIGHT  -        560.654 (meters)     1839.41  (feet) COMP
 LH0320  MODELED GRAVITY -    980,040.9   (mgal)                       NAVD 88
 LH0320
 LH0320  VERT ORDER      -  FIRST     CLASS II
 LH0320
 LH0320.The horizontal coordinates were scaled from a map and have
 LH0320.an estimated accuracy of +/- 6 seconds.
 LH0320
 LH0320.The orthometric height was determined by differential leveling and
 LH0320.adjusted by the NATIONAL GEODETIC SURVEY
 LH0320.in June 1991.
 LH0320
 LH0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0320.GEOID18 height accuracy estimate available here.
 LH0320
 LH0320.Click photographs - Photos may exist for this station.
 LH0320
 LH0320.The dynamic height is computed by dividing the NAVD 88
 LH0320.geopotential number by the normal gravity value computed on the
 LH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0320.degrees latitude (g = 980.6199 gals.).
 LH0320
 LH0320.The modeled gravity was interpolated from observed gravity values.
 LH0320
 LH0320;                    North         East    Units  Estimated Accuracy
 LH0320;SPC NE       -    70,960.      630,730.      MT  (+/- 180 meters Scaled)
 LH0320
 LH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK459791(NAD 83)
 LH0320
 LH0320                          SUPERSEDED SURVEY CONTROL
 LH0320
 LH0320  NGVD 29 (??/??/92)  560.747  (m)         1839.72   (f) ADJ UNCH    1 2
 LH0320
 LH0320.Superseded values are not recommended for survey control.
 LH0320
 LH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0320.See file dsdata.pdf to determine how the superseded data were derived.
 LH0320
 LH0320_MARKER: DB = BENCH MARK DISK
 LH0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0320_STAMPING: X 250 1947
 LH0320_MARK LOGO: CGS
 LH0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0320+STABILITY: SURFACE MOTION
 LH0320
 LH0320  HISTORY     - Date     Condition        Report By
 LH0320  HISTORY     - 1947     MONUMENTED       CGS
 LH0320
 LH0320                          STATION DESCRIPTION
 LH0320
 LH0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0320'2.9 MI NW FROM AYR.
 LH0320'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0320'FROM THE STATION AT AYR, THENCE WEST 1.5 MILES ALONG THE CHICAGO,
 LH0320'BURLINGTON AND QUINCY RAILROAD BRANCH LINE, IN THE SOUTHEAST
 LH0320'QUARTER OF A ROAD CROSSING, 62.0 FEET EAST OF THE CENTER LINE
 LH0320'OF THE ROAD, 46.7 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 LH0320'22.5 FEET EAST OF A FENCE CORNER POST, 1.3 FEET NORTH OF A
 LH0320'FENCE, 1.0 FOOT WEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0320'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0242 ***********************************************************************
 LH0242  DESIGNATION -  X 252
 LH0242  PID         -  LH0242
 LH0242  STATE/COUNTY-  NE/WEBSTER
 LH0242  COUNTRY     -  US
 LH0242  USGS QUAD   -  AMBOY (2017)
 LH0242
 LH0242                         *CURRENT SURVEY CONTROL
 LH0242  ______________________________________________________________________
 LH0242* NAD 83(1986) POSITION- 40 05 06.     (N) 098 26 32.     (W)   SCALED
 LH0242* NAVD 88 ORTHO HEIGHT -   513.878 (meters)     1685.95  (feet) ADJUSTED
 LH0242  ______________________________________________________________________
 LH0242  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 LH0242  DYNAMIC HEIGHT  -        513.568 (meters)     1684.93  (feet) COMP
 LH0242  MODELED GRAVITY -    980,006.8   (mgal)                       NAVD 88
 LH0242
 LH0242  VERT ORDER      -  FIRST     CLASS II
 LH0242
 LH0242.The horizontal coordinates were scaled from a map and have
 LH0242.an estimated accuracy of +/- 6 seconds.
 LH0242
 LH0242.The orthometric height was determined by differential leveling and
 LH0242.adjusted by the NATIONAL GEODETIC SURVEY
 LH0242.in June 1991.
 LH0242
 LH0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0242.GEOID18 height accuracy estimate available here.
 LH0242
 LH0242.Click photographs - Photos may exist for this station.
 LH0242
 LH0242.The dynamic height is computed by dividing the NAVD 88
 LH0242.geopotential number by the normal gravity value computed on the
 LH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0242.degrees latitude (g = 980.6199 gals.).
 LH0242
 LH0242.The modeled gravity was interpolated from observed gravity values.
 LH0242
 LH0242;                    North         East    Units  Estimated Accuracy
 LH0242;SPC NE       -    29,140.      632,850.      MT  (+/- 180 meters Scaled)
 LH0242
 LH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK475373(NAD 83)
 LH0242
 LH0242                          SUPERSEDED SURVEY CONTROL
 LH0242
 LH0242  NGVD 29 (??/??/92)  513.666  (m)         1685.25   (f) ADJ UNCH    1 2
 LH0242
 LH0242.Superseded values are not recommended for survey control.
 LH0242
 LH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0242.See file dsdata.pdf to determine how the superseded data were derived.
 LH0242
 LH0242_MARKER: DB = BENCH MARK DISK
 LH0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0242_STAMPING: X 252 1947
 LH0242_MARK LOGO: CGS
 LH0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0242+STABILITY: SURFACE MOTION
 LH0242
 LH0242  HISTORY     - Date     Condition        Report By
 LH0242  HISTORY     - 1947     MONUMENTED       CGS
 LH0242  HISTORY     - 1974     POOR             USGS
 LH0242
 LH0242                          STATION DESCRIPTION
 LH0242
 LH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0242'6.1 MI W FROM GUIDE ROCK.
 LH0242'6.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0242'FROM THE STATION AT GUIDE ROCK, AT LESTER JUNCTION, 66.4 FEET
 LH0242'EAST OF THE SOUTHEAST CORNER OF A SMALL RED BUILDING, 24.3
 LH0242'FEET NORTH OF THE NORTH RAIL OF THE EAST-WEST TRACK, 4.0 FEET
 LH0242'WEST OF A TELEPHONE POLE, 1.6 FEET WEST OF A REFERENCE POST,
 LH0242'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 LH0242'THE GROUND.  NOTE-- THE SMALL RED BUILDING HAS BEEN PAINTED
 LH0242'WHITE AND MOVED ABOUT 60 FEET WEST.  THIS MARK HAS BEEN HIT
 LH0242'BY MACHINERY AND HAS BEEN SLIGTHLY TIPPED.  THE POST IS INTACT
 LH0242'AND STILL INTACT BUT THE CAP IS ABOUT 1/3 GONE.
 LH0242
 LH0242                          STATION RECOVERY (1974)
 LH0242
 LH0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0242'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0891 ***********************************************************************
 MJ0891  DESIGNATION -  X 253
 MJ0891  PID         -  MJ0891
 MJ0891  STATE/COUNTY-  NE/SARPY
 MJ0891  COUNTRY     -  US
 MJ0891  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0891
 MJ0891                         *CURRENT SURVEY CONTROL
 MJ0891  ______________________________________________________________________
 MJ0891* NAD 83(1986) POSITION- 41 07 06.     (N) 095 55 34.     (W)   SCALED
 MJ0891* NAVD 88 ORTHO HEIGHT -   305.872 (meters)     1003.52  (feet) ADJUSTED
 MJ0891  ______________________________________________________________________
 MJ0891  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 MJ0891  DYNAMIC HEIGHT  -        305.748 (meters)     1003.11  (feet) COMP
 MJ0891  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 MJ0891
 MJ0891  VERT ORDER      -  SECOND    CLASS 0
 MJ0891
 MJ0891.The horizontal coordinates were scaled from a map and have
 MJ0891.an estimated accuracy of +/- 6 seconds.
 MJ0891
 MJ0891.The orthometric height was determined by differential leveling and
 MJ0891.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0891.in June 1991.
 MJ0891
 MJ0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0891.GEOID18 height accuracy estimate available here.
 MJ0891
 MJ0891.Click photographs - Photos may exist for this station.
 MJ0891
 MJ0891.The dynamic height is computed by dividing the NAVD 88
 MJ0891.geopotential number by the normal gravity value computed on the
 MJ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0891.degrees latitude (g = 980.6199 gals.).
 MJ0891
 MJ0891.The modeled gravity was interpolated from observed gravity values.
 MJ0891
 MJ0891;                    North         East    Units  Estimated Accuracy
 MJ0891;SPC NE       -   150,730.      841,910.      MT  (+/- 180 meters Scaled)
 MJ0891
 MJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF543560(NAD 83)
 MJ0891
 MJ0891                          SUPERSEDED SURVEY CONTROL
 MJ0891
 MJ0891  NGVD 29 (??/??/92)  305.770  (m)         1003.18   (f) ADJ UNCH    2 0
 MJ0891
 MJ0891.Superseded values are not recommended for survey control.
 MJ0891
 MJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0891.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0891
 MJ0891_MARKER: DB = BENCH MARK DISK
 MJ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0891_STAMPING: X 253 1947
 MJ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0891+STABILITY: SURFACE MOTION
 MJ0891
 MJ0891  HISTORY     - Date     Condition        Report By
 MJ0891  HISTORY     - 1947     MONUMENTED       CGS
 MJ0891
 MJ0891                          STATION DESCRIPTION
 MJ0891
 MJ0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0891'AT FT CROOK.
 MJ0891'AT THE MAIN ENTRANCE TO FT. CROOK, 68.0 FEET EAST OF THE
 MJ0891'CENTER LINE OF THE NORTH-BOUND TRAFFIC LANE OF U.S. HIGHWAYS
 MJ0891'73-75, 30.0 FEET WEST OF THE NORTHWEST CORNER OF BUILDING T-104,
 MJ0891'8.2 FEET NORTHWEST OF A 24 INCH ELM TREE, 6.2 FEET NORTH OF THE
 MJ0891'NORTH BRICK POST AT THE MAIN ENTRANCE TO FT. CROOK, SET IN THE
 MJ0891'TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0913 ***********************************************************************
 MJ0913  DESIGNATION -  X 254
 MJ0913  PID         -  MJ0913
 MJ0913  STATE/COUNTY-  NE/DOUGLAS
 MJ0913  COUNTRY     -  US
 MJ0913  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0913
 MJ0913                         *CURRENT SURVEY CONTROL
 MJ0913  ______________________________________________________________________
 MJ0913* NAD 83(1986) POSITION- 41 17 32.79   (N) 095 56 13.98   (W)   HD_HELD1
 MJ0913* NAVD 88 ORTHO HEIGHT -   318.377 (meters)     1044.54  (feet) ADJUSTED
 MJ0913  ______________________________________________________________________
 MJ0913  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 MJ0913  DYNAMIC HEIGHT  -        318.243 (meters)     1044.10  (feet) COMP
 MJ0913  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 MJ0913
 MJ0913  VERT ORDER      -  FIRST     CLASS II
 MJ0913
 MJ0913.The horizontal coordinates were determined by differentially corrected
 MJ0913.hand held GPS observations or other comparable positioning techniques
 MJ0913.and have an estimated accuracy of +/- 3 meters.
 MJ0913
 MJ0913.The orthometric height was determined by differential leveling and
 MJ0913.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0913.in June 1991.
 MJ0913
 MJ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0913.GEOID18 height accuracy estimate available here.
 MJ0913
 MJ0913.Click photographs - Photos may exist for this station.
 MJ0913
 MJ0913.The dynamic height is computed by dividing the NAVD 88
 MJ0913.geopotential number by the normal gravity value computed on the
 MJ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0913.degrees latitude (g = 980.6199 gals.).
 MJ0913
 MJ0913.The modeled gravity was interpolated from observed gravity values.
 MJ0913
 MJ0913;                    North         East    Units  Estimated Accuracy
 MJ0913;SPC NE       -   169,989.7     840,068.7     MT  (+/- 3 meters HH1 GPS) 
 MJ0913
 MJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5405675383(NAD 83)
 MJ0913
 MJ0913                          SUPERSEDED SURVEY CONTROL
 MJ0913
 MJ0913  NGVD 29 (??/??/92)  318.250  (m)         1044.13   (f) ADJ UNCH    1 2
 MJ0913
 MJ0913.Superseded values are not recommended for survey control.
 MJ0913
 MJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0913.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0913
 MJ0913_MARKER: DB = BENCH MARK DISK
 MJ0913_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0913_SP_SET: FOUNDATION
 MJ0913_STAMPING: X 254 1947
 MJ0913_MARK LOGO: CGS
 MJ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0913+STABILITY: SURFACE MOTION
 MJ0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0913+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 MJ0913
 MJ0913  HISTORY     - Date     Condition        Report By
 MJ0913  HISTORY     - 1947     MONUMENTED       CGS
 MJ0913  HISTORY     - 1976     GOOD             NGS
 MJ0913  HISTORY     - 19890829 GOOD             NGS
 MJ0913  HISTORY     - 20140819 GOOD             INDIV
 MJ0913
 MJ0913                          STATION DESCRIPTION
 MJ0913
 MJ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0913'AT OMAHA.
 MJ0913'AT OMAHA, AT THE NORTHEAST CORNER OF THE INTERSECTION OF PRATT
 MJ0913'AND SIXTEENTH STREETS, 29 FEET NORTH OF THE CENTER LINE OF PRATT
 MJ0913'STREET, 22.6 FEET SOUTH OF THE SOUTH SIDE OF THE WEST ENTRANCE
 MJ0913'TO A BRICK BUILDING, 15 FEET EAST OF THE EAST CURB OF SIXTEENTH
 MJ0913'STREET, 2 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 MJ0913'SET VERTICALLY IN THE WEST WALL OF THE BUILDING 4 FEET ABOVE
 MJ0913'THE GROUND.
 MJ0913
 MJ0913                          STATION RECOVERY (1976)
 MJ0913
 MJ0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0913'RECOVERED IN GOOD CONDITION.
 MJ0913
 MJ0913                          STATION RECOVERY (1989)
 MJ0913
 MJ0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0913'RECOVERED IN GOOD CONDITION.
 MJ0913
 MJ0913                          STATION RECOVERY (2014)
 MJ0913
 MJ0913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LRA)
 MJ0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0800 ***********************************************************************
 MJ0800  DESIGNATION -  X 255
 MJ0800  PID         -  MJ0800
 MJ0800  STATE/COUNTY-  NE/DOUGLAS
 MJ0800  COUNTRY     -  US
 MJ0800  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0800
 MJ0800                         *CURRENT SURVEY CONTROL
 MJ0800  ______________________________________________________________________
 MJ0800* NAD 83(1986) POSITION- 41 12 07.     (N) 095 56 09.     (W)   SCALED
 MJ0800* NAVD 88 ORTHO HEIGHT -   354.557 (meters)     1163.24  (feet) ADJUSTED
 MJ0800  ______________________________________________________________________
 MJ0800  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 MJ0800  DYNAMIC HEIGHT  -        354.411 (meters)     1162.76  (feet) COMP
 MJ0800  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 MJ0800
 MJ0800  VERT ORDER      -  FIRST     CLASS II
 MJ0800
 MJ0800.The horizontal coordinates were scaled from a map and have
 MJ0800.an estimated accuracy of +/- 6 seconds.
 MJ0800
 MJ0800.The orthometric height was determined by differential leveling and
 MJ0800.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0800.in June 1991.
 MJ0800
 MJ0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0800.GEOID18 height accuracy estimate available here.
 MJ0800
 MJ0800.Click photographs - Photos may exist for this station.
 MJ0800
 MJ0800.The dynamic height is computed by dividing the NAVD 88
 MJ0800.geopotential number by the normal gravity value computed on the
 MJ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0800.degrees latitude (g = 980.6199 gals.).
 MJ0800
 MJ0800.The modeled gravity was interpolated from observed gravity values.
 MJ0800
 MJ0800;                    North         East    Units  Estimated Accuracy
 MJ0800;SPC NE       -   159,960.      840,660.      MT  (+/- 180 meters Scaled)
 MJ0800
 MJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF538653(NAD 83)
 MJ0800
 MJ0800                          SUPERSEDED SURVEY CONTROL
 MJ0800
 MJ0800  NGVD 29 (??/??/92)  354.439  (m)         1162.86   (f) ADJ UNCH    1 2
 MJ0800
 MJ0800.Superseded values are not recommended for survey control.
 MJ0800
 MJ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0800.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0800
 MJ0800_MARKER: DB = BENCH MARK DISK
 MJ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0800_STAMPING: X 255 1947
 MJ0800_MARK LOGO: CGS
 MJ0800_PROJECTION: RECESSED 17 CENTIMETERS
 MJ0800_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MJ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0800+STABILITY: SURFACE MOTION
 MJ0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0800+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 MJ0800
 MJ0800  HISTORY     - Date     Condition        Report By
 MJ0800  HISTORY     - 1947     MONUMENTED       CGS
 MJ0800  HISTORY     - 1976     GOOD             LOCSUR
 MJ0800  HISTORY     - 19920205 GOOD             NGS
 MJ0800  HISTORY     - 20101204 GOOD             JEOCON
 MJ0800  HISTORY     - 20200226 GOOD             3DS
 MJ0800
 MJ0800                          STATION DESCRIPTION
 MJ0800
 MJ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0800'AT OMAHA.
 MJ0800'AT OMAHA, AT THE NORTHEAST CORNER OF BROWN PARK, AT THE TOP OF
 MJ0800'A RIDGE, 45 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF U STREET,
 MJ0800'12.3 FEET WEST OF THE WEST CURB OF 15TH STREET, 20.3 FEET
 MJ0800'SOUTHWEST OF THE CENTER OF A FIRE HYDRANT, 14.3 FEET NORTHWEST
 MJ0800'OF THE NORTHERNMOST TREE IN A ROW OF ELM TREES ALONG 15TH STREET,
 MJ0800'25.8 FEET EAST-SOUTHEAST OF A 15-INCH MAPLE TREE, 5 FEET WEST
 MJ0800'OF THE JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE
 MJ0800'REFERENCE BLOCK WHICH IS FLUSH WITH THE GROUND AND WHICH HAS
 MJ0800'USBM 5 AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED
 MJ0800'ON THE TOP, SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0800
 MJ0800                          STATION RECOVERY (1976)
 MJ0800
 MJ0800'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0800'RECOVERED IN GOOD CONDITION.
 MJ0800
 MJ0800                          STATION RECOVERY (1992)
 MJ0800
 MJ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MJ0800'IN OMAHA, IN THE NORTHEAST CORNER OF BROWN PARK, IN THE SOUTHWEST
 MJ0800'ANGLE OF THE INTERSECTION OF U AND 15TH STREETS AND OPPOSITE A HOUSE
 MJ0800'AT 5601 15TH STREET. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 MJ0800'MONUMENT THAT IS RECESSED ABOUT 0.55 FT (16.76 CM) BELOW THE GROUND
 MJ0800'SURFACE.  IT IS 39.8 FT (12.1 M) SOUTH FROM THE CENTERLINE OF U
 MJ0800'STREET, 26.6 FT (8.1 M) EAST-SOUTHEAST FROM A 30-INCH DIAMETER MAPLE
 MJ0800'TREE, 25.0 FT (7.6 M) WEST FROM THE CENTERLINE OF 15TH STREET, 20.0 FT
 MJ0800'(6.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 MJ0800'STREET LIGHT POLE, 12.8 FT (3.9 M) SOUTHWEST FROM THE CENTER OF THE
 MJ0800'TOP OF A FIRE HYDRANT, 12.3 FT (3.7 M) WEST FROM THE WEST CURB OF 15TH
 MJ0800'STREET AND 5.0 FT (1.5 M) WEST FROM THE TOP OF AN ETCHED--T--IN AN
 MJ0800'OLD, ONE FOOT SQUARE, STONE THAT IS RECESSED O.2 FT BELOW THE GROUND
 MJ0800'SURFACE AND BEARS THE LETTERS U S B M ON ITS SURFACE. NOTE--A MAGNET
 MJ0800'WAS BURIED AT THE NORTH SIDE OF THE MARK AND ANOTHER AT THE SOUTH SIDE
 MJ0800'OF THE MARK.
 MJ0800
 MJ0800                          STATION RECOVERY (2010)
 MJ0800
 MJ0800'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (KT)
 MJ0800'RECOVERED IN GOOD CONDITION.
 MJ0800
 MJ0800                          STATION RECOVERY (2020)
 MJ0800
 MJ0800'RECOVERY NOTE BY DIVERSIFIED DESIGN AND DRAFT 2020 (JA)
 MJ0800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1044 ***********************************************************************
 LF1044  DESIGNATION -  X 256
 LF1044  PID         -  LF1044
 LF1044  STATE/COUNTY-  NE/CASS
 LF1044  COUNTRY     -  US
 LF1044  USGS QUAD   -  NEHAWKA (2017)
 LF1044
 LF1044                         *CURRENT SURVEY CONTROL
 LF1044  ______________________________________________________________________
 LF1044* NAD 83(1986) POSITION- 40 49 40.38   (N) 095 53 31.77   (W)   HD_HELD1
 LF1044* NAVD 88 ORTHO HEIGHT -   338.140 (meters)     1109.38  (feet) ADJUSTED
 LF1044  ______________________________________________________________________
 LF1044  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 LF1044  DYNAMIC HEIGHT  -        337.981 (meters)     1108.86  (feet) COMP
 LF1044  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 LF1044
 LF1044  VERT ORDER      -  SECOND    CLASS 0
 LF1044
 LF1044.The horizontal coordinates were determined by differentially corrected
 LF1044.hand held GPS observations or other comparable positioning techniques
 LF1044.and have an estimated accuracy of +/- 3 meters.
 LF1044
 LF1044.The orthometric height was determined by differential leveling and
 LF1044.adjusted by the NATIONAL GEODETIC SURVEY
 LF1044.in June 1991.
 LF1044
 LF1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1044.GEOID18 height accuracy estimate available here.
 LF1044
 LF1044.Click photographs - Photos may exist for this station.
 LF1044
 LF1044.The dynamic height is computed by dividing the NAVD 88
 LF1044.geopotential number by the normal gravity value computed on the
 LF1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1044.degrees latitude (g = 980.6199 gals.).
 LF1044
 LF1044.The modeled gravity was interpolated from observed gravity values.
 LF1044
 LF1044;                    North         East    Units  Estimated Accuracy
 LF1044;SPC NE       -   118,650.5     846,287.0     MT  (+/- 3 meters HH1 GPS) 
 LF1044
 LF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5611823676(NAD 83)
 LF1044
 LF1044                          SUPERSEDED SURVEY CONTROL
 LF1044
 LF1044  NGVD 29 (??/??/92)  338.038  (m)         1109.05   (f) ADJ UNCH    2 0
 LF1044
 LF1044.Superseded values are not recommended for survey control.
 LF1044
 LF1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1044.See file dsdata.pdf to determine how the superseded data were derived.
 LF1044
 LF1044_MARKER: DB = BENCH MARK DISK
 LF1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1044_STAMPING: X 256 1947
 LF1044_MARK LOGO: CGS
 LF1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1044+STABILITY: SURFACE MOTION
 LF1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1044+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1044
 LF1044  HISTORY     - Date     Condition        Report By
 LF1044  HISTORY     - 1947     MONUMENTED       CGS
 LF1044  HISTORY     - 1977     GOOD             LOCSUR
 LF1044  HISTORY     - 20060215 GOOD             NEDR
 LF1044
 LF1044                          STATION DESCRIPTION
 LF1044
 LF1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1044'2.7 MI NE FROM UNION.
 LF1044'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1044'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1044'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 53.0 FEET
 LF1044'NORTH OF THE CENTER LINE OF A ROAD LEADING EAST, 30.0 FEET
 LF1044'EAST OF AND LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 LF1044'ROAD, 13.2 FEET NORTHWEST OF A POWER POLE THAT IS AT A JUNCTION
 LF1044'IN THE POWER LINE, 2.0 FEET NORTH OF A 4 X 4 MARKER POST, 1.0
 LF1044'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LF1044'PROJECTS 1 INCH ABOVE THE GROUND.
 LF1044
 LF1044                          STATION RECOVERY (1977)
 LF1044
 LF1044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1044'RECOVERED IN GOOD CONDITION.
 LF1044
 LF1044                          STATION RECOVERY (2006)
 LF1044
 LF1044'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0116 ***********************************************************************
 LG0116  DESIGNATION -  X 257
 LG0116  PID         -  LG0116
 LG0116  STATE/COUNTY-  NE/CASS
 LG0116  COUNTRY     -  US
 LG0116  USGS QUAD   -  AVOCA (2017)
 LG0116
 LG0116                         *CURRENT SURVEY CONTROL
 LG0116  ______________________________________________________________________
 LG0116* NAD 83(1986) POSITION- 40 47 03.     (N) 096 00 25.     (W)   SCALED
 LG0116* NAVD 88 ORTHO HEIGHT -   340.357 (meters)     1116.65  (feet) ADJUSTED
 LG0116  ______________________________________________________________________
 LG0116  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 LG0116  DYNAMIC HEIGHT  -        340.195 (meters)     1116.12  (feet) COMP
 LG0116  MODELED GRAVITY -    980,138.8   (mgal)                       NAVD 88
 LG0116
 LG0116  VERT ORDER      -  SECOND    CLASS 0
 LG0116
 LG0116.The horizontal coordinates were scaled from a map and have
 LG0116.an estimated accuracy of +/- 6 seconds.
 LG0116
 LG0116.The orthometric height was determined by differential leveling and
 LG0116.adjusted by the NATIONAL GEODETIC SURVEY
 LG0116.in June 1991.
 LG0116
 LG0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0116.GEOID18 height accuracy estimate available here.
 LG0116
 LG0116.Click photographs - Photos may exist for this station.
 LG0116
 LG0116.The dynamic height is computed by dividing the NAVD 88
 LG0116.geopotential number by the normal gravity value computed on the
 LG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0116.degrees latitude (g = 980.6199 gals.).
 LG0116
 LG0116.The modeled gravity was interpolated from observed gravity values.
 LG0116
 LG0116;                    North         East    Units  Estimated Accuracy
 LG0116;SPC NE       -   113,350.      836,840.      MT  (+/- 180 meters Scaled)
 LG0116
 LG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL525191(NAD 83)
 LG0116
 LG0116                          SUPERSEDED SURVEY CONTROL
 LG0116
 LG0116  NGVD 29 (??/??/92)  340.252  (m)         1116.31   (f) ADJ UNCH    2 0
 LG0116
 LG0116.Superseded values are not recommended for survey control.
 LG0116
 LG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0116.See file dsdata.pdf to determine how the superseded data were derived.
 LG0116
 LG0116_MARKER: DB = BENCH MARK DISK
 LG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0116_STAMPING: X 257 1947
 LG0116_MARK LOGO: CGS
 LG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0116+STABILITY: SURFACE MOTION
 LG0116
 LG0116  HISTORY     - Date     Condition        Report By
 LG0116  HISTORY     - 1947     MONUMENTED       CGS
 LG0116  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0116  HISTORY     - 20200225 MARK NOT FOUND   NEGS
 LG0116
 LG0116                          STATION DESCRIPTION
 LG0116
 LG0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0116'4.2 MI S FROM NEHAWKA.
 LG0116'1.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE MISSOURI PACIFIC
 LG0116'RAILWAY STATION AT NEHAWKA, THENCE 1.0 MILE WEST ALONG U.S.
 LG0116'HIGHWAY 34, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LG0116'AT A ROAD CROSSING, 81.0 FEET NORTH OF THE CENTER LINE OF AN
 LG0116'EAST-WEST ROAD, 49.9 FEET NORTH OF A FENCE CORNER, 25.0 FEET
 LG0116'WEST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF A NORTH-SOUTH
 LG0116'ROAD, 24.5 FEET SOUTH OF THE FIRST POWER POLE NORTH OF THE
 LG0116'ROAD CROSSING, 2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT
 LG0116'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LG0116'0.2 FOOT ABOVE THE GROUND.  NOTE-- BENCH MARK MAY HAVE BEEN
 LG0116'DESTROYED BY ROAD CONSTRUCTION.  DESCRIPTION PLACES IT ON WEST
 LG0116'EDGE OF PRESENT ROAD DITCH.
 LG0116
 LG0116                          STATION RECOVERY (1964)
 LG0116
 LG0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0116'MARK NOT FOUND.
 LG0116
 LG0116                          STATION RECOVERY (2020)
 LG0116
 LG0116'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 LG0116'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0964 ***********************************************************************
 LF0964  DESIGNATION -  X 258
 LF0964  PID         -  LF0964
 LF0964  STATE/COUNTY-  NE/OTOE
 LF0964  COUNTRY     -  US
 LF0964  USGS QUAD   -  JULIAN (2017)
 LF0964
 LF0964                         *CURRENT SURVEY CONTROL
 LF0964  ______________________________________________________________________
 LF0964* NAD 83(1986) POSITION- 40 35 17.     (N) 095 48 22.     (W)   SCALED
 LF0964* NAVD 88 ORTHO HEIGHT -   344.236 (meters)     1129.38  (feet) ADJUSTED
 LF0964  ______________________________________________________________________
 LF0964  GEOID HEIGHT    -        -29.545 (meters)                     GEOID18
 LF0964  DYNAMIC HEIGHT  -        344.053 (meters)     1128.78  (feet) COMP
 LF0964  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 LF0964
 LF0964  VERT ORDER      -  SECOND    CLASS 0
 LF0964
 LF0964.The horizontal coordinates were scaled from a map and have
 LF0964.an estimated accuracy of +/- 6 seconds.
 LF0964
 LF0964.The orthometric height was determined by differential leveling and
 LF0964.adjusted by the NATIONAL GEODETIC SURVEY
 LF0964.in June 1991.
 LF0964
 LF0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0964.GEOID18 height accuracy estimate available here.
 LF0964
 LF0964.Click photographs - Photos may exist for this station.
 LF0964
 LF0964.The dynamic height is computed by dividing the NAVD 88
 LF0964.geopotential number by the normal gravity value computed on the
 LF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0964.degrees latitude (g = 980.6199 gals.).
 LF0964
 LF0964.The modeled gravity was interpolated from observed gravity values.
 LF0964
 LF0964;                    North         East    Units  Estimated Accuracy
 LF0964;SPC NE       -    92,400.      854,830.      MT  (+/- 180 meters Scaled)
 LF0964
 LF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE625968(NAD 83)
 LF0964
 LF0964                          SUPERSEDED SURVEY CONTROL
 LF0964
 LF0964  NGVD 29 (??/??/92)  344.134  (m)         1129.05   (f) ADJ UNCH    2 0
 LF0964
 LF0964.Superseded values are not recommended for survey control.
 LF0964
 LF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0964.See file dsdata.pdf to determine how the superseded data were derived.
 LF0964
 LF0964_MARKER: DB = BENCH MARK DISK
 LF0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0964_STAMPING: X 258 1947
 LF0964_MARK LOGO: CGS
 LF0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0964+STABILITY: SURFACE MOTION
 LF0964
 LF0964  HISTORY     - Date     Condition        Report By
 LF0964  HISTORY     - 1947     MONUMENTED       CGS
 LF0964
 LF0964                          STATION DESCRIPTION
 LF0964
 LF0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0964'9.1 MI NE FROM JULIAN.
 LF0964'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0964'STATION AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT
 LF0964'ROAD AND 3.7 MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF AN
 LF0964'EAST-WEST GRAVEL T ROAD, 40.0 FEET NORTHEAST OF THE CENTER OF THE
 LF0964'CURVE FOR THE ROAD LEADING SOUTH, 38.0 FEET SOUTH OF THE CENTER
 LF0964'OF THE EAST-WEST GRAVEL ROAD, 28.0 FEET EAST OF A 2-FOOT OAK TREE,
 LF0964'11.5 FEET WEST OF THE WEST SIDE OF A 3-FOOT OAK TREE, 1.8 FOOT
 LF0964'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 LF0964'ELEVATION AS THE ROAD LEADING SOUTH AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0737 ***********************************************************************
 LF0737  DESIGNATION -  X 259
 LF0737  PID         -  LF0737
 LF0737  STATE/COUNTY-  NE/NEMAHA
 LF0737  COUNTRY     -  US
 LF0737  USGS QUAD   -  AUBURN (2017)
 LF0737
 LF0737                         *CURRENT SURVEY CONTROL
 LF0737  ______________________________________________________________________
 LF0737* NAD 83(1986) POSITION- 40 23 31.     (N) 095 47 13.     (W)   SCALED
 LF0737* NAVD 88 ORTHO HEIGHT -   284.715 (meters)      934.10  (feet) ADJUSTED
 LF0737  ______________________________________________________________________
 LF0737  GEOID HEIGHT    -        -29.707 (meters)                     GEOID18
 LF0737  DYNAMIC HEIGHT  -        284.563 (meters)      933.60  (feet) COMP
 LF0737  MODELED GRAVITY -    980,085.7   (mgal)                       NAVD 88
 LF0737
 LF0737  VERT ORDER      -  SECOND    CLASS 0
 LF0737
 LF0737.The horizontal coordinates were scaled from a map and have
 LF0737.an estimated accuracy of +/- 6 seconds.
 LF0737
 LF0737.The orthometric height was determined by differential leveling and
 LF0737.adjusted by the NATIONAL GEODETIC SURVEY
 LF0737.in June 1991.
 LF0737
 LF0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0737.GEOID18 height accuracy estimate available here.
 LF0737
 LF0737.Click photographs - Photos may exist for this station.
 LF0737
 LF0737.The dynamic height is computed by dividing the NAVD 88
 LF0737.geopotential number by the normal gravity value computed on the
 LF0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0737.degrees latitude (g = 980.6199 gals.).
 LF0737
 LF0737.The modeled gravity was interpolated from observed gravity values.
 LF0737
 LF0737;                    North         East    Units  Estimated Accuracy
 LF0737;SPC NE       -    70,740.      857,510.      MT  (+/- 180 meters Scaled)
 LF0737
 LF0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE634749(NAD 83)
 LF0737
 LF0737                          SUPERSEDED SURVEY CONTROL
 LF0737
 LF0737  NGVD 29 (??/??/92)  284.631  (m)          933.83   (f) ADJ UNCH    2 0
 LF0737
 LF0737.Superseded values are not recommended for survey control.
 LF0737
 LF0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0737.See file dsdata.pdf to determine how the superseded data were derived.
 LF0737
 LF0737_MARKER: DB = BENCH MARK DISK
 LF0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0737_STAMPING: X 259 1947
 LF0737_MARK LOGO: CGS
 LF0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0737+STABILITY: SURFACE MOTION
 LF0737
 LF0737  HISTORY     - Date     Condition        Report By
 LF0737  HISTORY     - 1947     MONUMENTED       CGS
 LF0737  HISTORY     - 1974     GOOD             NGS
 LF0737  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 LF0737
 LF0737                          STATION DESCRIPTION
 LF0737
 LF0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0737'2.6 MI E FROM AUBURN.
 LF0737'0.4 MILE SOUTHEAST ALONG THE TRACK AND 2.15 MILES EAST ALONG
 LF0737'STATE HIGHWAY NO. 3 FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0737'AT AUBURN, AT THE AUBURN MUNICIPAL AIRPORT, 2.5 FEET SOUTH OF THE
 LF0737'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 2.5 FEET NORTH
 LF0737'OF THE NORTH EDGE OF AN EAST-WEST CONCRETE WALK, 0.5 FOOT EAST
 LF0737'OF THE EAST EDGE OF A NORTH-SOUTH CONCRETE WALK, 0.5 FOOT SOUTH
 LF0737'OF THE SOUTH END OF A WIDE CONCRETE WALK WHICH IS IN THE FRONT
 LF0737'OF THE ADMINISTRATION BUILDING, SET IN A CONCRETE POST ABOUT THE
 LF0737'SAME ELEVATION AS THE CONCRETE WALKS.
 LF0737
 LF0737                          STATION RECOVERY (1974)
 LF0737
 LF0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0737'RECOVERED IN GOOD CONDITION.
 LF0737
 LF0737                          STATION RECOVERY (1979)
 LF0737
 LF0737'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF0737'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DO4662 ***********************************************************************
 DO4662  DESIGNATION -  X 259 RESET
 DO4662  PID         -  DO4662
 DO4662  STATE/COUNTY-  NE/NEMAHA
 DO4662  COUNTRY     -  US
 DO4662  USGS QUAD   -  AUBURN (2017)
 DO4662
 DO4662                         *CURRENT SURVEY CONTROL
 DO4662  ______________________________________________________________________
 DO4662* NAD 83(1986) POSITION- 40 23 25.5    (N) 095 47 11.6    (W)   HD_HELD2
 DO4662* NAVD 88 ORTHO HEIGHT -   282.79  (meters)      927.8   (feet) RESET
 DO4662  ______________________________________________________________________
 DO4662  GEOID HEIGHT    -        -29.709 (meters)                     GEOID18
 DO4662  VERT ORDER      -  THIRD
 DO4662
 DO4662.The horizontal coordinates were established by autonomous hand held GPS
 DO4662.observations and have an estimated accuracy of +/- 10 meters.
 DO4662
 DO4662.The orthometric height was computed from unverified reset data.
 DO4662
 DO4662.No vertical observational check was made to the station.
 DO4662
 DO4662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4662.GEOID18 height accuracy estimate available here.
 DO4662
 DO4662.Click photographs - Photos may exist for this station.
 DO4662
 DO4662;                    North         East    Units  Estimated Accuracy
 DO4662;SPC NE       -    70,568.      857,548.      MT  (+/- 10 meters HH2 GPS)
 DO4662
 DO4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6348574819(NAD 83)
 DO4662
 DO4662                          SUPERSEDED SURVEY CONTROL
 DO4662
 DO4662.No superseded survey control is available for this station.
 DO4662
 DO4662_MARKER: DV = VERTICAL CONTROL DISK
 DO4662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4662_STAMPING: X 259 RESET 2009
 DO4662_MARK LOGO: NGS
 DO4662_PROJECTION: FLUSH
 DO4662_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DO4662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4662+STABILITY: SURFACE MOTION
 DO4662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4662+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2016
 DO4662
 DO4662  HISTORY     - Date     Condition        Report By
 DO4662  HISTORY     - 20090510 MONUMENTED       NEDR
 DO4662  HISTORY     - 20161018 GOOD             INDIV
 DO4662
 DO4662                          STATION DESCRIPTION
 DO4662
 DO4662'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2009 (LB)
 DO4662'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF PERU,
 DO4662'5.0 MI (8.1 KM) NORTH-NORTHEAST OF HOWE AND 2.8 MI (4.4 KM) EAST OF
 DO4662'AUBURN.
 DO4662'
 DO4662'TO REACH FROM THE INTERSECTION OF HIGHWAY 136 AND HIGHWAY 75 IN
 DO4662'AUBURN, GO 2.75 MI (4.4 KM) EAST ON HIGHWAY 136 TO SOUTH ENTRANCE TO
 DO4662'AUBURN MUNICIPAL AIRPORT. FROM THE HIGHWAY GO 800 FT (243.8 M) SOUTH
 DO4662'TO THE MARK IN SECTION 24 T 5 NORTH R 14 EAST. REFERENCE POST 232 PLUS
 DO4662'71, HIGHWAY 136.
 DO4662'
 DO4662'THE MARK IS 197.0 FT (60.0 M) SOUTH OF SE LEG OF BEACON TOWER, 139.7
 DO4662'FT (42.6 M) ESE OF LIGHT POLE, 124.0 FT (37.8 M) EAST OF SE CORNER OF
 DO4662'HANGAR, 121.45 FT (37.0 M) EAST OF WINDSOCK, 24 FT (7.3 M) NORTH OF
 DO4662'NORTH EDGE OF CULTIVATED FIELD, AND 7.0 FT (2.1 M) WEST OF WITNESS
 DO4662'POST IN FENCE LINE.
 DO4662
 DO4662                          STATION RECOVERY (2016)
 DO4662
 DO4662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DJK)
 DO4662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0227 ***********************************************************************
 LJ0227  DESIGNATION -  X 26
 LJ0227  PID         -  LJ0227
 LJ0227  STATE/COUNTY-  NE/DUNDY
 LJ0227  COUNTRY     -  US
 LJ0227  USGS QUAD   -  BENKELMAN (2017)
 LJ0227
 LJ0227                         *CURRENT SURVEY CONTROL
 LJ0227  ______________________________________________________________________
 LJ0227* NAD 83(1986) POSITION- 40 02 36.14   (N) 101 32 26.89   (W)   HD_HELD1
 LJ0227* NAVD 88 ORTHO HEIGHT -   910.316 (meters)     2986.60  (feet) POSTED
 LJ0227  ______________________________________________________________________
 LJ0227  GEOID HEIGHT    -        -23.275 (meters)                     GEOID18
 LJ0227  DYNAMIC HEIGHT  -        909.66  (meters)     2984.4   (feet) COMP
 LJ0227  MODELED GRAVITY -    979,870.6   (mgal)                       NAVD 88
 LJ0227
 LJ0227  VERT ORDER      -  * POSTED, SEE BELOW
 LJ0227
 LJ0227.The horizontal coordinates were determined by differentially corrected
 LJ0227.hand held GPS observations or other comparable positioning techniques
 LJ0227.and have an estimated accuracy of +/- 3 meters.
 LJ0227
 LJ0227.The orthometric height was determined by differential leveling
 LJ0227.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LJ0227
 LJ0227.* This is a POSTED BENCH MARK height.
 LJ0227
 LJ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0227.GEOID18 height accuracy estimate available here.
 LJ0227
 LJ0227.Click photographs - Photos may exist for this station.
 LJ0227
 LJ0227.The dynamic height is computed by dividing the NAVD 88
 LJ0227.geopotential number by the normal gravity value computed on the
 LJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0227.degrees latitude (g = 980.6199 gals.).
 LJ0227
 LJ0227.The modeled gravity was interpolated from observed gravity values.
 LJ0227
 LJ0227;                    North         East    Units  Estimated Accuracy
 LJ0227;SPC NE       -    24,493.6     368,517.7     MT  (+/- 3 meters HH1 GPS) 
 LJ0227
 LJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8324235664(NAD 83)
 LJ0227
 LJ0227                          SUPERSEDED SURVEY CONTROL
 LJ0227
 LJ0227  NGVD 29 (??/??/92)  909.957  (m)         2985.42   (f) ADJ UNCH    1 2
 LJ0227
 LJ0227.Superseded values are not recommended for survey control.
 LJ0227
 LJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0227.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0227
 LJ0227_MARKER: DB = BENCH MARK DISK
 LJ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0227_STAMPING: X 26 1933
 LJ0227_MARK LOGO: CGS
 LJ0227_PROJECTION: RECESSED 9 CENTIMETERS
 LJ0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0227+STABILITY: SURFACE MOTION
 LJ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0227+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1988
 LJ0227
 LJ0227  HISTORY     - Date     Condition        Report By
 LJ0227  HISTORY     - 1933     MONUMENTED       CGS
 LJ0227  HISTORY     - 1960     GOOD             USGS
 LJ0227  HISTORY     - 19880406 GOOD             NEDR
 LJ0227
 LJ0227                          STATION DESCRIPTION
 LJ0227
 LJ0227'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LJ0227'0.5 MI W FROM BENKELMAN.
 LJ0227'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0227'RAILROAD FROM THE STATION AT BENKELMAN, DUNDY COUNTY, AT A
 LJ0227'FARM-ROAD CROSSING, 300 FEET SOUTH OF THE CENTERLINE OF U.S.
 LJ0227'HIGHWAY 34, 46 FEET EAST OF THE ROAD, AND 22 FEET NORTH OF THE
 LJ0227'NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK SET IN THE
 LJ0227'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0227
 LJ0227                          STATION RECOVERY (1988)
 LJ0227
 LJ0227'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1988 (HED)
 LJ0227'MARK IS ABOUT 0.5 MI (0.8 KM) WEST OF CHIEF STREET, IN BENKELMAN,
 LJ0227'ALONG THE BURLINGTON NORTHERN RAILROAD MAIN LINE TO THE INTERSECTION
 LJ0227'OF GAGE AND WEST RAILROAD STREETS, BEING THE SOUTHEAST CORNER OF THE
 LJ0227'INTERSECTION, 22 FT (6.7 M) NORTH OF THE NORTH RAIL OF THE MAIN LINE,
 LJ0227'16.8 FT (5.1 M) SOUTHEAST OF A POWER POLE, 107.10 FT (32.64 M) SOUTH
 LJ0227'OF A POWER POLE, 87.5 FT (26.7 M) WEST OF A TRACK SIGNAL, SET INTO THE
 LJ0227'TOP OF A CONCRETE POST THAT IS RECESSED 0.3 FT (9.1 CM) BELOW THE
 LJ0227'GROUND SURFACE AND IN SEC31, T1N, R37W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0607 ***********************************************************************
 LF0607  DESIGNATION -  X 260
 LF0607  PID         -  LF0607
 LF0607  STATE/COUNTY-  NE/RICHARDSON
 LF0607  COUNTRY     -  US
 LF0607  USGS QUAD   -  VERDON (2017)
 LF0607
 LF0607                         *CURRENT SURVEY CONTROL
 LF0607  ______________________________________________________________________
 LF0607* NAD 83(1986) POSITION- 40 14 19.     (N) 095 40 58.     (W)   SCALED
 LF0607* NAVD 88 ORTHO HEIGHT -   342.461 (meters)     1123.56  (feet) ADJUSTED
 LF0607  ______________________________________________________________________
 LF0607  GEOID HEIGHT    -        -30.114 (meters)                     GEOID18
 LF0607  DYNAMIC HEIGHT  -        342.271 (meters)     1122.93  (feet) COMP
 LF0607  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 LF0607
 LF0607  VERT ORDER      -  SECOND    CLASS 0
 LF0607
 LF0607.The horizontal coordinates were scaled from a map and have
 LF0607.an estimated accuracy of +/- 6 seconds.
 LF0607
 LF0607.The orthometric height was determined by differential leveling and
 LF0607.adjusted by the NATIONAL GEODETIC SURVEY
 LF0607.in June 1991.
 LF0607
 LF0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0607.GEOID18 height accuracy estimate available here.
 LF0607
 LF0607.Click photographs - Photos may exist for this station.
 LF0607
 LF0607.The dynamic height is computed by dividing the NAVD 88
 LF0607.geopotential number by the normal gravity value computed on the
 LF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0607.degrees latitude (g = 980.6199 gals.).
 LF0607
 LF0607.The modeled gravity was interpolated from observed gravity values.
 LF0607
 LF0607;                    North         East    Units  Estimated Accuracy
 LF0607;SPC NE       -    54,170.      867,190.      MT  (+/- 180 meters Scaled)
 LF0607
 LF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE717576(NAD 83)
 LF0607
 LF0607                          SUPERSEDED SURVEY CONTROL
 LF0607
 LF0607  NGVD 29 (??/??/92)  342.383  (m)         1123.30   (f) ADJ UNCH    2 0
 LF0607
 LF0607.Superseded values are not recommended for survey control.
 LF0607
 LF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0607.See file dsdata.pdf to determine how the superseded data were derived.
 LF0607
 LF0607_MARKER: DB = BENCH MARK DISK
 LF0607_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF0607+WITH SETTING: PAVEMENT
 LF0607_SP_SET: WATER TANK FOOTING
 LF0607_STAMPING: X 260 1947
 LF0607_MARK LOGO: CGS
 LF0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0607+STABILITY: SURFACE MOTION
 LF0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0607+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2009
 LF0607
 LF0607  HISTORY     - Date     Condition        Report By
 LF0607  HISTORY     - 1947     MONUMENTED       CGS
 LF0607  HISTORY     - 20080916 GOOD             INDIV
 LF0607  HISTORY     - 20091008 GOOD             INDIV
 LF0607
 LF0607                          STATION DESCRIPTION
 LF0607
 LF0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0607'AT SHUBERT.
 LF0607'AT SHUBERT, AT THE CITY WATER TOWER, 79.0 FEET EAST OF THE CENTER
 LF0607'OF MAIN STREET, 51.2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LF0607'SCHOOL BUILDING, SET IN THE CENTER AND TOP OF THE SOUTHWEST
 LF0607'SIDE OF THE CONCRETE FOUNDATION FOR THE SOUTHWEST STEEL LEG FOR
 LF0607'THE CITY WATER TOWER, ABOUT 0.3 FOOT ABOVE THE TOP OF THE
 LF0607'GROUND.
 LF0607
 LF0607                          STATION RECOVERY (2008)
 LF0607
 LF0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0607'SCHOOL BUILDING IS NOW GONE, BUT REMAINDER OF DESCRIPTION ADEQUATE.
 LF0607
 LF0607                          STATION RECOVERY (2009)
 LF0607
 LF0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LB)
 LF0607'RECOVERED AS DESCRIBED. (FLUSH)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0863 ***********************************************************************
 NM0863  DESIGNATION -  X 261
 NM0863  PID         -  NM0863
 NM0863  STATE/COUNTY-  NE/DAKOTA
 NM0863  COUNTRY     -  US
 NM0863  USGS QUAD   -  WATERBURY (2017)
 NM0863
 NM0863                         *CURRENT SURVEY CONTROL
 NM0863  ______________________________________________________________________
 NM0863* NAD 83(1986) POSITION- 42 28 42.     (N) 096 37 51.     (W)   SCALED
 NM0863* NAVD 88 ORTHO HEIGHT -   358.423 (meters)     1175.93  (feet) ADJUSTED
 NM0863  ______________________________________________________________________
 NM0863  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 NM0863  DYNAMIC HEIGHT  -        358.309 (meters)     1175.55  (feet) COMP
 NM0863  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 NM0863
 NM0863  VERT ORDER      -  SECOND    CLASS 0
 NM0863
 NM0863.The horizontal coordinates were scaled from a map and have
 NM0863.an estimated accuracy of +/- 6 seconds.
 NM0863
 NM0863.The orthometric height was determined by differential leveling and
 NM0863.adjusted by the NATIONAL GEODETIC SURVEY
 NM0863.in June 1991.
 NM0863
 NM0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0863.GEOID18 height accuracy estimate available here.
 NM0863
 NM0863.Click photographs - Photos may exist for this station.
 NM0863
 NM0863.The dynamic height is computed by dividing the NAVD 88
 NM0863.geopotential number by the normal gravity value computed on the
 NM0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0863.degrees latitude (g = 980.6199 gals.).
 NM0863
 NM0863.The modeled gravity was interpolated from observed gravity values.
 NM0863
 NM0863;                    North         East    Units  Estimated Accuracy
 NM0863;SPC NE       -   299,070.      776,910.      MT  (+/- 180 meters Scaled)
 NM0863
 NM0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN947056(NAD 83)
 NM0863
 NM0863                          SUPERSEDED SURVEY CONTROL
 NM0863
 NM0863  NGVD 29 (??/??/92)  358.251  (m)         1175.36   (f) ADJ UNCH    2 0
 NM0863
 NM0863.Superseded values are not recommended for survey control.
 NM0863
 NM0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0863.See file dsdata.pdf to determine how the superseded data were derived.
 NM0863
 NM0863_MARKER: DB = BENCH MARK DISK
 NM0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0863_STAMPING: X 261 1948
 NM0863_MARK LOGO: CGS
 NM0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0863+STABILITY: SURFACE MOTION
 NM0863
 NM0863  HISTORY     - Date     Condition        Report By
 NM0863  HISTORY     - 1948     MONUMENTED       CGS
 NM0863
 NM0863                          STATION DESCRIPTION
 NM0863
 NM0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0863'AT WILLIS.
 NM0863'AT WILLIS, 0.25 MILE NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM
 NM0863'THE JUNCTION WITH U.S. HIGHWAY NO. 20, AT A Y ROAD, 159.0 FEET
 NM0863'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 115.0 FEET SOUTHWEST
 NM0863'OF THE CENTER LINE OF A PRIVATE ROAD, 26.0 FEET SOUTHEAST OF
 NM0863'THE CENTER LINE OF THE DIRT ROAD LEADING NORTHEAST, 1.3 FEET
 NM0863'NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A REFERENCE POST, SET
 NM0863'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1586 ***********************************************************************
 NM1586  DESIGNATION -  X 261 RESET
 NM1586  PID         -  NM1586
 NM1586  STATE/COUNTY-  NE/DAKOTA
 NM1586  COUNTRY     -  US
 NM1586  USGS QUAD   -  WATERBURY (2017)
 NM1586
 NM1586                         *CURRENT SURVEY CONTROL
 NM1586  ______________________________________________________________________
 NM1586* NAD 83(1986) POSITION- 42 28 39.87   (N) 096 37 48.68   (W)   HD_HELD1
 NM1586* NAVD 88 ORTHO HEIGHT -   359.15  (+/-2cm)     1178.3   (feet) VERTCON
 NM1586  ______________________________________________________________________
 NM1586  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 NM1586  VERT ORDER      -  THIRD (See Below)
 NM1586
 NM1586.The horizontal coordinates were determined by differentially corrected
 NM1586.hand held GPS observations or other comparable positioning techniques
 NM1586.and have an estimated accuracy of +/- 3 meters.
 NM1586
 NM1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1586
 NM1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1586.GEOID18 height accuracy estimate available here.
 NM1586
 NM1586.The vertical order pertains to the NGVD 29 superseded value.
 NM1586
 NM1586.Click photographs - Photos may exist for this station.
 NM1586
 NM1586;                    North         East    Units  Estimated Accuracy
 NM1586;SPC NE       -   299,009.2     776,968.5     MT  (+/- 3 meters HH1 GPS) 
 NM1586
 NM1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9479205542(NAD 83)
 NM1586
 NM1586                          SUPERSEDED SURVEY CONTROL
 NM1586
 NM1586  NGVD 29 (01/31/13)  358.98   (m)         1177.8    (f) RESET       3  
 NM1586
 NM1586.Superseded values are not recommended for survey control.
 NM1586
 NM1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1586.See file dsdata.pdf to determine how the superseded data were derived.
 NM1586
 NM1586_MARKER: DV = VERTICAL CONTROL DISK
 NM1586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NM1586+WITH SETTING: INFORMATION.
 NM1586_STAMPING: X 261 RESET 1975
 NM1586_MARK LOGO: NGS
 NM1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1586
 NM1586  HISTORY     - Date     Condition        Report By
 NM1586  HISTORY     - 1975     MONUMENTED       NGS
 NM1586  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM1586
 NM1586                          STATION DESCRIPTION
 NM1586
 NM1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1586'IN WILLIS.
 NM1586'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 NM1586'STATE HIGHWAY 12 AND U.S. HIGHWAY 20 AT THE VILLAGE OF WILLIS, 90
 NM1586'FEET EAST OF THE CENTER OF HIGHWAY 12, 2.5 FEET WEST OF A CONCRETE
 NM1586'RIGHT-OF-WAY MARKER AND A 4-INCH CAST ALUMINUM BENCH MARK.
 NM1586
 NM1586                          STATION RECOVERY (2020)
 NM1586
 NM1586'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM1586'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0671 ***********************************************************************
 NM0671  DESIGNATION -  X 262
 NM0671  PID         -  NM0671
 NM0671  STATE/COUNTY-  NE/DAKOTA
 NM0671  COUNTRY     -  US
 NM0671  USGS QUAD   -  JACKSON (2017)
 NM0671
 NM0671                         *CURRENT SURVEY CONTROL
 NM0671  ______________________________________________________________________
 NM0671* NAD 83(1986) POSITION- 42 26 53.     (N) 096 33 49.     (W)   SCALED
 NM0671* NAVD 88 ORTHO HEIGHT -   341.602 (meters)     1120.74  (feet) ADJUSTED
 NM0671  ______________________________________________________________________
 NM0671  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 NM0671  DYNAMIC HEIGHT  -        341.492 (meters)     1120.38  (feet) COMP
 NM0671  MODELED GRAVITY -    980,290.0   (mgal)                       NAVD 88
 NM0671
 NM0671  VERT ORDER      -  SECOND    CLASS 0
 NM0671
 NM0671.The horizontal coordinates were scaled from a map and have
 NM0671.an estimated accuracy of +/- 6 seconds.
 NM0671
 NM0671.The orthometric height was determined by differential leveling and
 NM0671.adjusted by the NATIONAL GEODETIC SURVEY
 NM0671.in June 1991.
 NM0671
 NM0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0671.GEOID18 height accuracy estimate available here.
 NM0671
 NM0671.Click photographs - Photos may exist for this station.
 NM0671
 NM0671.The dynamic height is computed by dividing the NAVD 88
 NM0671.geopotential number by the normal gravity value computed on the
 NM0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0671.degrees latitude (g = 980.6199 gals.).
 NM0671
 NM0671.The modeled gravity was interpolated from observed gravity values.
 NM0671
 NM0671;                    North         East    Units  Estimated Accuracy
 NM0671;SPC NE       -   295,930.      782,570.      MT  (+/- 180 meters Scaled)
 NM0671
 NM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN003024(NAD 83)
 NM0671
 NM0671                          SUPERSEDED SURVEY CONTROL
 NM0671
 NM0671  NGVD 29 (??/??/92)  341.435  (m)         1120.19   (f) ADJ UNCH    2 0
 NM0671
 NM0671.Superseded values are not recommended for survey control.
 NM0671
 NM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0671.See file dsdata.pdf to determine how the superseded data were derived.
 NM0671
 NM0671_MARKER: DB = BENCH MARK DISK
 NM0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0671_SP_SET: BUILDING
 NM0671_STAMPING: X 262 1948
 NM0671_MARK LOGO: CGS
 NM0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0671
 NM0671  HISTORY     - Date     Condition        Report By
 NM0671  HISTORY     - 1948     MONUMENTED       CGS
 NM0671  HISTORY     - 20010327 GOOD             NEDR
 NM0671
 NM0671                          STATION DESCRIPTION
 NM0671
 NM0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0671'AT JACKSON.
 NM0671'AT JACKSON, 0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE
 NM0671'POST OFFICE, SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST
 NM0671'CORNER OF THE SCHOOL, 1.4 FEET SOUTH OF THE NORTHEAST CORNER OF
 NM0671'THE BUILDING, 3.1 FEET ABOVE THE GROUND, 0.7 FOOT BELOW THE STONE
 NM0671'WATER TABLE.
 NM0671
 NM0671                          STATION RECOVERY (2001)
 NM0671
 NM0671'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0671'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ8432 ***********************************************************************
 AJ8432  DESIGNATION -  X 262 RESET
 AJ8432  PID         -  AJ8432
 AJ8432  STATE/COUNTY-  NE/DAKOTA
 AJ8432  COUNTRY     -  US
 AJ8432  USGS QUAD   -  JACKSON (2017)
 AJ8432
 AJ8432                         *CURRENT SURVEY CONTROL
 AJ8432  ______________________________________________________________________
 AJ8432* NAD 83(1986) POSITION- 42 26 53.     (N) 096 33 49.     (W)   SCALED
 AJ8432* NAVD 88 ORTHO HEIGHT -   341.89  (meters)     1121.7   (feet) RESET
 AJ8432  ______________________________________________________________________
 AJ8432  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 AJ8432  VERT ORDER      -  THIRD
 AJ8432
 AJ8432.The horizontal coordinates were scaled from a map and have
 AJ8432.an estimated accuracy of +/- 6 seconds.
 AJ8432
 AJ8432.The orthometric height was computed from unverified reset data.
 AJ8432
 AJ8432.No vertical observational check was made to the station.
 AJ8432
 AJ8432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8432.GEOID18 height accuracy estimate available here.
 AJ8432
 AJ8432.Click photographs - Photos may exist for this station.
 AJ8432
 AJ8432;                    North         East    Units  Estimated Accuracy
 AJ8432;SPC NE       -   295,930.      782,570.      MT  (+/- 180 meters Scaled)
 AJ8432
 AJ8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN003024(NAD 83)
 AJ8432
 AJ8432                          SUPERSEDED SURVEY CONTROL
 AJ8432
 AJ8432.No superseded survey control is available for this station.
 AJ8432
 AJ8432_MARKER: DV = VERTICAL CONTROL DISK
 AJ8432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8432_STAMPING: X 262 RESET 2001
 AJ8432_MARK LOGO: NGS
 AJ8432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8432+STABILITY: SURFACE MOTION
 AJ8432
 AJ8432  HISTORY     - Date     Condition        Report By
 AJ8432  HISTORY     - 2001     MONUMENTED       NEDR
 AJ8432  HISTORY     - 20100223 GOOD             JEOCON
 AJ8432
 AJ8432                          STATION DESCRIPTION
 AJ8432
 AJ8432'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (MM)
 AJ8432'FROM THE POST OFFICE IN JACKSON GO EAST ON HIGHWAY 20 0.4 MILE (0.6
 AJ8432'KM) TO CONCRETE MONUMENT ON DIKE.
 AJ8432
 AJ8432                          STATION RECOVERY (2010)
 AJ8432
 AJ8432'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (CP)
 AJ8432'REAL TIME NETWORK GPS OBSERVATION
 AJ8432'42 26'52.845''N     96 33'33.253''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0628 ***********************************************************************
 LF0628  DESIGNATION -  X 266
 LF0628  PID         -  LF0628
 LF0628  STATE/COUNTY-  NE/RICHARDSON
 LF0628  COUNTRY     -  US
 LF0628  USGS QUAD   -  BARADA (2017)
 LF0628
 LF0628                         *CURRENT SURVEY CONTROL
 LF0628  ______________________________________________________________________
 LF0628* NAD 83(1986) POSITION- 40 09 19.     (N) 095 31 11.     (W)   SCALED
 LF0628* NAVD 88 ORTHO HEIGHT -   332.068 (meters)     1089.46  (feet) ADJUSTED
 LF0628  ______________________________________________________________________
 LF0628  GEOID HEIGHT    -        -30.535 (meters)                     GEOID18
 LF0628  DYNAMIC HEIGHT  -        331.885 (meters)     1088.86  (feet) COMP
 LF0628  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 LF0628
 LF0628  VERT ORDER      -  SECOND    CLASS 0
 LF0628
 LF0628.The horizontal coordinates were scaled from a map and have
 LF0628.an estimated accuracy of +/- 6 seconds.
 LF0628
 LF0628.The orthometric height was determined by differential leveling and
 LF0628.adjusted by the NATIONAL GEODETIC SURVEY
 LF0628.in June 1991.
 LF0628
 LF0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0628.GEOID18 height accuracy estimate available here.
 LF0628
 LF0628.Click photographs - Photos may exist for this station.
 LF0628
 LF0628.The dynamic height is computed by dividing the NAVD 88
 LF0628.geopotential number by the normal gravity value computed on the
 LF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0628.degrees latitude (g = 980.6199 gals.).
 LF0628
 LF0628.The modeled gravity was interpolated from observed gravity values.
 LF0628
 LF0628;                    North         East    Units  Estimated Accuracy
 LF0628;SPC NE       -    45,640.      881,520.      MT  (+/- 180 meters Scaled)
 LF0628
 LF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE853480(NAD 83)
 LF0628
 LF0628                          SUPERSEDED SURVEY CONTROL
 LF0628
 LF0628  NGVD 29 (??/??/92)  331.999  (m)         1089.23   (f) ADJ UNCH    2 0
 LF0628
 LF0628.Superseded values are not recommended for survey control.
 LF0628
 LF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0628.See file dsdata.pdf to determine how the superseded data were derived.
 LF0628
 LF0628_MARKER: DB = BENCH MARK DISK
 LF0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0628_STAMPING: X 266 1947
 LF0628_MARK LOGO: CGS
 LF0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0628+STABILITY: SURFACE MOTION
 LF0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0628+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 LF0628
 LF0628  HISTORY     - Date     Condition        Report By
 LF0628  HISTORY     - 1947     MONUMENTED       CGS
 LF0628  HISTORY     - 1982     GOOD             LOCSUR
 LF0628  HISTORY     - 20080925 GOOD             INDIV
 LF0628  HISTORY     - 20120611 GOOD             INDIV
 LF0628
 LF0628                          STATION DESCRIPTION
 LF0628
 LF0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0628'8.2 MI N FROM PRESTON.
 LF0628'8.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0628'AND QUINCY RAILROAD STATION AT PRESTON, 0.3 MILE NORTH OF A
 LF0628'STEEL BRIDGE OVER WINNEBAGO CREEK, ON THE SOUTH SLOPE OF A LONG
 LF0628'HILL, 34.0 FEET EAST OF THE CENTER OF THE ROAD, 4.8 FEET SOUTH
 LF0628'OF A POWER LINE POLE, 1.5 FOOT EAST OF THE EAST RIGHT OF WAY
 LF0628'FENCE, 1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE
 LF0628'POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 LF0628
 LF0628                          STATION RECOVERY (1982)
 LF0628
 LF0628'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0628'RECOVERED IN GOOD CONDITION.
 LF0628
 LF0628                          STATION RECOVERY (2008)
 LF0628
 LF0628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0628'RECOVERED IN GOOD CONDITION.
 LF0628
 LF0628                          STATION RECOVERY (2012)
 LF0628
 LF0628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LF0628'FOUND MARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0471 ***********************************************************************
 LF0471  DESIGNATION -  X 267
 LF0471  PID         -  LF0471
 LF0471  STATE/COUNTY-  NE/RICHARDSON
 LF0471  COUNTRY     -  US
 LF0471  USGS QUAD   -  CORNING (2017)
 LF0471
 LF0471                         *CURRENT SURVEY CONTROL
 LF0471  ______________________________________________________________________
 LF0471* NAD 83(1986) POSITION- 40 08 40.     (N) 095 27 48.     (W)   SCALED
 LF0471* NAVD 88 ORTHO HEIGHT -   305.112 (meters)     1001.02  (feet) ADJUSTED
 LF0471  ______________________________________________________________________
 LF0471  GEOID HEIGHT    -        -30.647 (meters)                     GEOID18
 LF0471  DYNAMIC HEIGHT  -        304.943 (meters)     1000.47  (feet) COMP
 LF0471  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 LF0471
 LF0471  VERT ORDER      -  SECOND    CLASS 0
 LF0471
 LF0471.The horizontal coordinates were scaled from a map and have
 LF0471.an estimated accuracy of +/- 6 seconds.
 LF0471
 LF0471.The orthometric height was determined by differential leveling and
 LF0471.adjusted by the NATIONAL GEODETIC SURVEY
 LF0471.in June 1991.
 LF0471
 LF0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0471.GEOID18 height accuracy estimate available here.
 LF0471
 LF0471.Click photographs - Photos may exist for this station.
 LF0471
 LF0471.The dynamic height is computed by dividing the NAVD 88
 LF0471.geopotential number by the normal gravity value computed on the
 LF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0471.degrees latitude (g = 980.6199 gals.).
 LF0471
 LF0471.The modeled gravity was interpolated from observed gravity values.
 LF0471
 LF0471;                    North         East    Units  Estimated Accuracy
 LF0471;SPC NE       -    44,680.      886,390.      MT  (+/- 180 meters Scaled)
 LF0471
 LF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE901466(NAD 83)
 LF0471
 LF0471                          SUPERSEDED SURVEY CONTROL
 LF0471
 LF0471  NGVD 29 (??/??/92)  305.043  (m)         1000.80   (f) ADJ UNCH    2 0
 LF0471
 LF0471.Superseded values are not recommended for survey control.
 LF0471
 LF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0471.See file dsdata.pdf to determine how the superseded data were derived.
 LF0471
 LF0471_MARKER: DB = BENCH MARK DISK
 LF0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0471_STAMPING: X 267 1947
 LF0471_MARK LOGO: CGS
 LF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0471+STABILITY: SURFACE MOTION
 LF0471
 LF0471  HISTORY     - Date     Condition        Report By
 LF0471  HISTORY     - 1947     MONUMENTED       CGS
 LF0471
 LF0471                          STATION DESCRIPTION
 LF0471
 LF0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0471'13.2 MI E FROM VERDON.
 LF0471'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 7.55 MILES EAST ALONG
 LF0471'A GRAVEL AND DIRT ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0471'AT VERDON, AT THE JUNCTION OF A NORTH-SOUTH T ROAD, 74.0 FEET
 LF0471'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 24.0 FEET EAST OF THE
 LF0471'CENTER OF THE NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A REFERENCE POST,
 LF0471'0.5 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A CONCRETE
 LF0471'POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
 LF0471'NOTE-- THIS BENCH MARK IS ALSO 1.1 MILE WEST ALONG THE CHICAGO,
 LF0471'BURLINGTON AND QUINCY RAILROAD, 5.5 MILES NORTH ALONG A GRAVEL AND
 LF0471'DIRT ROAD AND 1.0 MILE WEST AND 1.0 MILE NORTH ALONG DIRT ROADS
 LF0471'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT RULO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0208 ***********************************************************************
 LH0208  DESIGNATION -  X 268
 LH0208  PID         -  LH0208
 LH0208  STATE/COUNTY-  NE/NUCKOLLS
 LH0208  COUNTRY     -  US
 LH0208  USGS QUAD   -  BOSTWICK (2017)
 LH0208
 LH0208                         *CURRENT SURVEY CONTROL
 LH0208  ______________________________________________________________________
 LH0208* NAD 83(1986) POSITION- 40 02 10.     (N) 098 09 03.     (W)   SCALED
 LH0208* NAVD 88 ORTHO HEIGHT -   486.399 (meters)     1595.79  (feet) ADJUSTED
 LH0208  ______________________________________________________________________
 LH0208  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 LH0208  DYNAMIC HEIGHT  -        486.114 (meters)     1594.86  (feet) COMP
 LH0208  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 LH0208
 LH0208  VERT ORDER      -  FIRST     CLASS II
 LH0208
 LH0208.The horizontal coordinates were scaled from a map and have
 LH0208.an estimated accuracy of +/- 6 seconds.
 LH0208
 LH0208.The orthometric height was determined by differential leveling and
 LH0208.adjusted by the NATIONAL GEODETIC SURVEY
 LH0208.in June 1991.
 LH0208
 LH0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0208.GEOID18 height accuracy estimate available here.
 LH0208
 LH0208.Click photographs - Photos may exist for this station.
 LH0208
 LH0208.The dynamic height is computed by dividing the NAVD 88
 LH0208.geopotential number by the normal gravity value computed on the
 LH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0208.degrees latitude (g = 980.6199 gals.).
 LH0208
 LH0208.The modeled gravity was interpolated from observed gravity values.
 LH0208
 LH0208;                    North         East    Units  Estimated Accuracy
 LH0208;SPC NE       -    24,200.      657,810.      MT  (+/- 180 meters Scaled)
 LH0208
 LH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK724321(NAD 83)
 LH0208
 LH0208                          SUPERSEDED SURVEY CONTROL
 LH0208
 LH0208  NGVD 29 (??/??/92)  486.217  (m)         1595.20   (f) ADJ UNCH    1 2
 LH0208
 LH0208.Superseded values are not recommended for survey control.
 LH0208
 LH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0208.See file dsdata.pdf to determine how the superseded data were derived.
 LH0208
 LH0208_MARKER: DB = BENCH MARK DISK
 LH0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0208_STAMPING: X 268 1947
 LH0208_MARK LOGO: CGS
 LH0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0208+STABILITY: SURFACE MOTION
 LH0208
 LH0208  HISTORY     - Date     Condition        Report By
 LH0208  HISTORY     - 1947     MONUMENTED       CGS
 LH0208
 LH0208                          STATION DESCRIPTION
 LH0208
 LH0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0208'2 MI E FROM BOSTWICK.
 LH0208'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0208'FROM THE STATION AT BOSTWICK, AT A PRIVATE ROAD CROSSING, 50.7
 LH0208'FEET NORTHEAST OF AND ACROSS THE PRIVATE ROAD FROM MILEPOST
 LH0208'NO. 175, 46.6 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 23.3 FEET
 LH0208'EAST OF THE POST WHICH IS AT THE EAST END OF AN IRON GATE
 LH0208'ACROSS THE PRIVATE ROAD, 4.2 FEET WEST OF A CONCRETE POST WHICH
 LH0208'IS IN THE NORTH RIGHT OF WAY FENCE, 2.0 FEET EAST OF A REFERENCE
 LH0208'POST, 1.2 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN
 LH0208'A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK AND PROJECTING
 LH0208'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0045 ***********************************************************************
 LH0045  DESIGNATION -  X 269
 LH0045  PID         -  LH0045
 LH0045  STATE/COUNTY-  NE/HALL
 LH0045  COUNTRY     -  US
 LH0045  USGS QUAD   -  DONIPHAN (2017)
 LH0045
 LH0045                         *CURRENT SURVEY CONTROL
 LH0045  ______________________________________________________________________
 LH0045* NAD 83(1986) POSITION- 40 49 42.     (N) 098 22 06.     (W)   SCALED
 LH0045* NAVD 88 ORTHO HEIGHT -   571.995 (meters)     1876.62  (feet) ADJUSTED
 LH0045  ______________________________________________________________________
 LH0045  GEOID HEIGHT    -        -25.071 (meters)                     GEOID18
 LH0045  DYNAMIC HEIGHT  -        571.690 (meters)     1875.62  (feet) COMP
 LH0045  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 LH0045
 LH0045  VERT ORDER      -  FIRST     CLASS II
 LH0045
 LH0045.The horizontal coordinates were scaled from a map and have
 LH0045.an estimated accuracy of +/- 6 seconds.
 LH0045
 LH0045.The orthometric height was determined by differential leveling and
 LH0045.adjusted by the NATIONAL GEODETIC SURVEY
 LH0045.in June 1991.
 LH0045
 LH0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0045.GEOID18 height accuracy estimate available here.
 LH0045
 LH0045.Click photographs - Photos may exist for this station.
 LH0045
 LH0045.The dynamic height is computed by dividing the NAVD 88
 LH0045.geopotential number by the normal gravity value computed on the
 LH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0045.degrees latitude (g = 980.6199 gals.).
 LH0045
 LH0045.The modeled gravity was interpolated from observed gravity values.
 LH0045
 LH0045;                    North         East    Units  Estimated Accuracy
 LH0045;SPC NE       -   111,770.      637,590.      MT  (+/- 180 meters Scaled)
 LH0045
 LH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532198(NAD 83)
 LH0045
 LH0045                          SUPERSEDED SURVEY CONTROL
 LH0045
 LH0045  NGVD 29 (??/??/92)  571.754  (m)         1875.83   (f) ADJ UNCH    1 2
 LH0045
 LH0045.Superseded values are not recommended for survey control.
 LH0045
 LH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0045.See file dsdata.pdf to determine how the superseded data were derived.
 LH0045
 LH0045_MARKER: DB = BENCH MARK DISK
 LH0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0045_STAMPING: X 269 1947
 LH0045_MARK LOGO: CGS
 LH0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0045+STABILITY: SURFACE MOTION
 LH0045
 LH0045  HISTORY     - Date     Condition        Report By
 LH0045  HISTORY     - 1947     MONUMENTED       CGS
 LH0045
 LH0045                          STATION DESCRIPTION
 LH0045
 LH0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0045'4 MI N FROM DONIPHAN.
 LH0045'4.0 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0045'AT DONIPHAN, AT A ROAD CROSSING, 193.0 FEET SOUTHWEST OF THE
 LH0045'FIFTH POLE NORTH OF MILEPOST 244, 141.0 FEET WEST OF THE WEST
 LH0045'RAIL AT THE NORTH END OF RAILWAY BRIDGE 244.03 OVER THE MIDDLE
 LH0045'CHANNEL OF THE PLATTE RIVER, 93.2 FEET NORTHWEST OF THE WEST
 LH0045'POLE OF DOUBLE POWER POLES, 26.0 FEET NORTHWEST OF THE CENTER
 LH0045'LINE OF THE ROAD, 3.0 FEET WEST OF A REFERENCE POST, 0.5 FOOT
 LH0045'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LH0045'PROJECTS 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0274 ***********************************************************************
 NO0274  DESIGNATION -  X 27
 NO0274  PID         -  NO0274
 NO0274  STATE/COUNTY-  NE/CHERRY
 NO0274  COUNTRY     -  US
 NO0274  USGS QUAD   -  WHITMAN NW (2017)
 NO0274
 NO0274                         *CURRENT SURVEY CONTROL
 NO0274  ______________________________________________________________________
 NO0274* NAD 83(1986) POSITION- 42 13 42.81   (N) 101 44 28.23   (W)   HD_HELD1
 NO0274* NAVD 88 ORTHO HEIGHT -  1137.261 (meters)     3731.16  (feet) ADJUSTED
 NO0274  ______________________________________________________________________
 NO0274  GEOID HEIGHT    -        -19.116 (meters)                     GEOID18
 NO0274  DYNAMIC HEIGHT  -       1136.657 (meters)     3729.18  (feet) COMP
 NO0274  MODELED GRAVITY -    980,050.2   (mgal)                       NAVD 88
 NO0274
 NO0274  VERT ORDER      -  SECOND    CLASS 0
 NO0274
 NO0274.The horizontal coordinates were determined by differentially corrected
 NO0274.hand held GPS observations or other comparable positioning techniques
 NO0274.and have an estimated accuracy of +/- 3 meters.
 NO0274
 NO0274.The orthometric height was determined by differential leveling and
 NO0274.adjusted by the NATIONAL GEODETIC SURVEY
 NO0274.in June 1991.
 NO0274
 NO0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0274.GEOID18 height accuracy estimate available here.
 NO0274
 NO0274.Click photographs - Photos may exist for this station.
 NO0274
 NO0274.The dynamic height is computed by dividing the NAVD 88
 NO0274.geopotential number by the normal gravity value computed on the
 NO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0274.degrees latitude (g = 980.6199 gals.).
 NO0274
 NO0274.The modeled gravity was interpolated from observed gravity values.
 NO0274
 NO0274;                    North         East    Units  Estimated Accuracy
 NO0274;SPC NE       -   267,385.0     356,307.1     MT  (+/- 3 meters HH1 GPS) 
 NO0274
 NO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7378878791(NAD 83)
 NO0274
 NO0274                          SUPERSEDED SURVEY CONTROL
 NO0274
 NO0274  NGVD 29 (??/??/92) 1136.798  (m)         3729.64   (f) ADJ UNCH    2 0
 NO0274
 NO0274.Superseded values are not recommended for survey control.
 NO0274
 NO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0274.See file dsdata.pdf to determine how the superseded data were derived.
 NO0274
 NO0274_MARKER: DB = BENCH MARK DISK
 NO0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0274_STAMPING: X 27 1934
 NO0274_MARK LOGO: CGS
 NO0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0274+STABILITY: SURFACE MOTION
 NO0274
 NO0274  HISTORY     - Date     Condition        Report By
 NO0274  HISTORY     - 1934     MONUMENTED       CGS
 NO0274  HISTORY     - 1948     GOOD             CGS
 NO0274
 NO0274                          STATION DESCRIPTION
 NO0274
 NO0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0274'18.4 MI N FROM HYANNIS.
 NO0274'IN CHERRY COUNTY, 18.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0274'HYANNIS, GRANT COUNTY, 110 YARDS EAST OF THE HIGHWAY, AND AT THE
 NO0274'CORNER OF AN EAST-AND-WEST AND A NORTH-AND-SOUTH FENCE.  A
 NO0274'STANDARD DISK, STAMPED X 27 1934 AND SET IN THE TOP OF A
 NO0274'CONCRETE POST.  15.8 MILES (AIR LINE) NORTH OF 2.0 MILES NORTH
 NO0274'OF ROTHWELL RANCH HOUSE, IN SOUTHEAST 1/4 SOUTHEAST 1/4 SEC.,
 NO0274'16 T. 26 N., R. 38 W., 0.4 MILES SOUTH OF WINDMILL AND WATER
 NO0274'TANK, 0.15 MILES NORTHEAST OF WIRE GATE IN EAST AND WEST FENCE,
 NO0274'1 FOOT SOUTH AND 2 FEET WEST OF SOUTHWEST CORNER OF BRADING
 NO0274'CORRAL, IN A CONCRETE POST, U.S.C. AND G.S. STANDARD DISK STAMPED
 NO0274'X 27 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1418 ***********************************************************************
 NM1418  DESIGNATION -  X 270
 NM1418  PID         -  NM1418
 NM1418  STATE/COUNTY-  NE/KNOX
 NM1418  COUNTRY     -  US
 NM1418  USGS QUAD   -  TABOR SE (2017)
 NM1418
 NM1418                         *CURRENT SURVEY CONTROL
 NM1418  ______________________________________________________________________
 NM1418* NAD 83(1986) POSITION- 42 48 17.     (N) 097 36 46.     (W)   SCALED
 NM1418* NAVD 88 ORTHO HEIGHT -   418.536 (meters)     1373.15  (feet) ADJUSTED
 NM1418  ______________________________________________________________________
 NM1418  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 NM1418  DYNAMIC HEIGHT  -        418.405 (meters)     1372.72  (feet) COMP
 NM1418  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 NM1418
 NM1418  VERT ORDER      -  SECOND    CLASS 0
 NM1418
 NM1418.The horizontal coordinates were scaled from a map and have
 NM1418.an estimated accuracy of +/- 6 seconds.
 NM1418
 NM1418.The orthometric height was determined by differential leveling and
 NM1418.adjusted by the NATIONAL GEODETIC SURVEY
 NM1418.in June 1991.
 NM1418
 NM1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1418.GEOID18 height accuracy estimate available here.
 NM1418
 NM1418.Click photographs - Photos may exist for this station.
 NM1418
 NM1418.The dynamic height is computed by dividing the NAVD 88
 NM1418.geopotential number by the normal gravity value computed on the
 NM1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1418.degrees latitude (g = 980.6199 gals.).
 NM1418
 NM1418.The modeled gravity was interpolated from observed gravity values.
 NM1418
 NM1418;                    North         East    Units  Estimated Accuracy
 NM1418;SPC NE       -   332,620.      695,230.      MT  (+/- 180 meters Scaled)
 NM1418
 NM1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN134400(NAD 83)
 NM1418
 NM1418                          SUPERSEDED SURVEY CONTROL
 NM1418
 NM1418  NGVD 29 (??/??/92)  418.319  (m)         1372.43   (f) ADJ UNCH    2 0
 NM1418
 NM1418.Superseded values are not recommended for survey control.
 NM1418
 NM1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1418.See file dsdata.pdf to determine how the superseded data were derived.
 NM1418
 NM1418_MARKER: DB = BENCH MARK DISK
 NM1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1418_STAMPING: X 270 1949
 NM1418_MARK LOGO: CGS
 NM1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1418+STABILITY: SURFACE MOTION
 NM1418
 NM1418  HISTORY     - Date     Condition        Report By
 NM1418  HISTORY     - 1949     MONUMENTED       CGS
 NM1418
 NM1418                          STATION DESCRIPTION
 NM1418
 NM1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1418'17 MI NW FROM CROFTON.
 NM1418'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1418'HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1418'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1418'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1418'MILE WEST 0.3 MILE SOUTH 1.2 MILES WEST AND 0.2 MILE NORTH ALONG
 NM1418'A DIRT ROAD, THENCE 0.4 MILE WEST 1.5 MILES SOUTH 0.5 MILE WEST
 NM1418'ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG AN ABANDONED DIRT
 NM1418'ROAD, AT THE JUNCTION OF A EAST-WEST ABANDONED ROAD, ON THE CREST
 NM1418'OF A SMALL HILL, 19 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 NM1418'ROAD, 13 FEET SOUTH OF A LARGE ROCK, 3.0 FEET SOUTH OF THE FENCE
 NM1418'LINE 1.0 FOOT EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM1418'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 NM1418'MARK IS 1.0 MILE SOUTH OF THE HERRICK SCHOOLHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1381 ***********************************************************************
 NM1381  DESIGNATION -  X 271
 NM1381  PID         -  NM1381
 NM1381  STATE/COUNTY-  NE/KNOX
 NM1381  COUNTRY     -  US
 NM1381  USGS QUAD   -  SANTEE (2017)
 NM1381
 NM1381                         *CURRENT SURVEY CONTROL
 NM1381  ______________________________________________________________________
 NM1381* NAD 83(1986) POSITION- 42 47 51.     (N) 097 52 05.     (W)   SCALED
 NM1381* NAVD 88 ORTHO HEIGHT -   492.429 (meters)     1615.58  (feet) ADJUSTED
 NM1381  ______________________________________________________________________
 NM1381  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 NM1381  DYNAMIC HEIGHT  -        492.263 (meters)     1615.03  (feet) COMP
 NM1381  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 NM1381
 NM1381  VERT ORDER      -  SECOND    CLASS 0
 NM1381
 NM1381.The horizontal coordinates were scaled from a map and have
 NM1381.an estimated accuracy of +/- 6 seconds.
 NM1381
 NM1381.The orthometric height was determined by differential leveling and
 NM1381.adjusted by the NATIONAL GEODETIC SURVEY
 NM1381.in June 1991.
 NM1381
 NM1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1381.GEOID18 height accuracy estimate available here.
 NM1381
 NM1381.Click photographs - Photos may exist for this station.
 NM1381
 NM1381.The dynamic height is computed by dividing the NAVD 88
 NM1381.geopotential number by the normal gravity value computed on the
 NM1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1381.degrees latitude (g = 980.6199 gals.).
 NM1381
 NM1381.The modeled gravity was interpolated from observed gravity values.
 NM1381
 NM1381;                    North         East    Units  Estimated Accuracy
 NM1381;SPC NE       -   331,280.      674,380.      MT  (+/- 180 meters Scaled)
 NM1381
 NM1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN925389(NAD 83)
 NM1381
 NM1381                          SUPERSEDED SURVEY CONTROL
 NM1381
 NM1381  NGVD 29 (??/??/92)  492.207  (m)         1614.85   (f) ADJ UNCH    2 0
 NM1381
 NM1381.Superseded values are not recommended for survey control.
 NM1381
 NM1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1381.See file dsdata.pdf to determine how the superseded data were derived.
 NM1381
 NM1381_MARKER: DB = BENCH MARK DISK
 NM1381_SETTING: 66 = SET IN ROCK OUTCROP
 NM1381_STAMPING: X 271 1949
 NM1381_MARK LOGO: CGS
 NM1381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1381+STABILITY: POSITION/ELEVATION WELL
 NM1381
 NM1381  HISTORY     - Date     Condition        Report By
 NM1381  HISTORY     - 1949     MONUMENTED       CGS
 NM1381  HISTORY     - 1970     GOOD             NGS
 NM1381
 NM1381                          STATION DESCRIPTION
 NM1381
 NM1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1381'3.6 MI SW FROM SANTEE.
 NM1381'ABOUT 3.55 MILES SOUTHWEST ALONG A NEW SURFACED ROAD FROM THE
 NM1381'COMMUNITY HALL AT SANTEE, ON THE NORTHEAST SLOPE OF A SHARP
 NM1381'HILL, AT THE NORTHEAST EDGE OF A CUT IN THE OLD GRAVELED ROAD,
 NM1381'600 FEET WEST OF A NEW SURFACED ROAD, 46 FEET NORTHWEST OF THE
 NM1381'CENTER OF THE OLD GRAVELED ROAD, 2 FEET SOUTHEAST OF A FENCE,
 NM1381'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1053 ***********************************************************************
 NM1053  DESIGNATION -  X 272
 NM1053  PID         -  NM1053
 NM1053  STATE/COUNTY-  NE/CEDAR
 NM1053  COUNTRY     -  US
 NM1053  USGS QUAD   -  SAINT HELENA (2017)
 NM1053
 NM1053                         *CURRENT SURVEY CONTROL
 NM1053  ______________________________________________________________________
 NM1053* NAD 83(1986) POSITION- 42 47 12.     (N) 097 12 04.     (W)   SCALED
 NM1053* NAVD 88 ORTHO HEIGHT -   392.573 (meters)     1287.97  (feet) ADJUSTED
 NM1053  ______________________________________________________________________
 NM1053  GEOID HEIGHT    -        -25.531 (meters)                     GEOID18
 NM1053  DYNAMIC HEIGHT  -        392.458 (meters)     1287.59  (feet) COMP
 NM1053  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 NM1053
 NM1053  VERT ORDER      -  SECOND    CLASS 0
 NM1053
 NM1053.The horizontal coordinates were scaled from a map and have
 NM1053.an estimated accuracy of +/- 6 seconds.
 NM1053
 NM1053.The orthometric height was determined by differential leveling and
 NM1053.adjusted by the NATIONAL GEODETIC SURVEY
 NM1053.in June 1991.
 NM1053
 NM1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1053.GEOID18 height accuracy estimate available here.
 NM1053
 NM1053.Click photographs - Photos may exist for this station.
 NM1053
 NM1053.The dynamic height is computed by dividing the NAVD 88
 NM1053.geopotential number by the normal gravity value computed on the
 NM1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1053.degrees latitude (g = 980.6199 gals.).
 NM1053
 NM1053.The modeled gravity was interpolated from observed gravity values.
 NM1053
 NM1053;                    North         East    Units  Estimated Accuracy
 NM1053;SPC NE       -   331,630.      728,950.      MT  (+/- 180 meters Scaled)
 NM1053
 NM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN471386(NAD 83)
 NM1053
 NM1053                          SUPERSEDED SURVEY CONTROL
 NM1053
 NM1053  NGVD 29 (??/??/92)  392.369  (m)         1287.30   (f) ADJ UNCH    2 0
 NM1053
 NM1053.Superseded values are not recommended for survey control.
 NM1053
 NM1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1053.See file dsdata.pdf to determine how the superseded data were derived.
 NM1053
 NM1053_MARKER: DB = BENCH MARK DISK
 NM1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1053_STAMPING: X 272 1949
 NM1053_MARK LOGO: CGS
 NM1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1053+STABILITY: SURFACE MOTION
 NM1053
 NM1053  HISTORY     - Date     Condition        Report By
 NM1053  HISTORY     - 1949     MONUMENTED       CGS
 NM1053  HISTORY     - 1967     POOR             CGS
 NM1053
 NM1053                          STATION DESCRIPTION
 NM1053
 NM1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1053'3.5 MI SE FROM ST HELENA.
 NM1053'0.6 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH
 NM1053'AT ST. HELENA, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD,
 NM1053'THENCE 0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE
 NM1053'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A
 NM1053'GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A GRADED DIRT ROAD,
 NM1053'AT A Y JUNCTION OF DIRT ROADS, 68 FEET NORTHEAST OF THE CENTER
 NM1053'LINE OF A Y ROAD LEADING SOUTHEAST, 30 FEET NORTH OF THE CENTER
 NM1053'LINE OF AN EAST-WEST ROAD, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 NM1053'FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 NM1053'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1053
 NM1053                          STATION RECOVERY (1967)
 NM1053
 NM1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1053'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0309 ***********************************************************************
 NN0309  DESIGNATION -  X 273
 NN0309  PID         -  NN0309
 NN0309  STATE/COUNTY-  NE/BOYD
 NN0309  COUNTRY     -  US
 NN0309  USGS QUAD   -  GROSS (2017)
 NN0309
 NN0309                         *CURRENT SURVEY CONTROL
 NN0309  ______________________________________________________________________
 NN0309* NAD 83(1986) POSITION- 42 54 54.     (N) 098 35 03.     (W)   SCALED
 NN0309* NAVD 88 ORTHO HEIGHT -   530.310 (meters)     1739.86  (feet) ADJUSTED
 NN0309  ______________________________________________________________________
 NN0309  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 NN0309  DYNAMIC HEIGHT  -        530.120 (meters)     1739.24  (feet) COMP
 NN0309  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 NN0309
 NN0309  VERT ORDER      -  SECOND    CLASS 0
 NN0309
 NN0309.The horizontal coordinates were scaled from a map and have
 NN0309.an estimated accuracy of +/- 6 seconds.
 NN0309
 NN0309.The orthometric height was determined by differential leveling and
 NN0309.adjusted by the NATIONAL GEODETIC SURVEY
 NN0309.in June 1991.
 NN0309
 NN0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0309.GEOID18 height accuracy estimate available here.
 NN0309
 NN0309.Click photographs - Photos may exist for this station.
 NN0309
 NN0309.The dynamic height is computed by dividing the NAVD 88
 NN0309.geopotential number by the normal gravity value computed on the
 NN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0309.degrees latitude (g = 980.6199 gals.).
 NN0309
 NN0309.The modeled gravity was interpolated from observed gravity values.
 NN0309
 NN0309;                    North         East    Units  Estimated Accuracy
 NN0309;SPC NE       -   343,130.      615,600.      MT  (+/- 180 meters Scaled)
 NN0309
 NN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN339514(NAD 83)
 NN0309
 NN0309                          SUPERSEDED SURVEY CONTROL
 NN0309
 NN0309  NGVD 29 (??/??/92)  530.030  (m)         1738.94   (f) ADJ UNCH    2 0
 NN0309
 NN0309.Superseded values are not recommended for survey control.
 NN0309
 NN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0309.See file dsdata.pdf to determine how the superseded data were derived.
 NN0309
 NN0309_MARKER: DB = BENCH MARK DISK
 NN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0309_STAMPING: X 273 1949
 NN0309_MARK LOGO: CGS
 NN0309_PROJECTION: FLUSH
 NN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0309+STABILITY: SURFACE MOTION
 NN0309
 NN0309  HISTORY     - Date     Condition        Report By
 NN0309  HISTORY     - 1949     MONUMENTED       CGS
 NN0309
 NN0309                          STATION DESCRIPTION
 NN0309
 NN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0309'4.9 MI N FROM BRISTOW.
 NN0309'4.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0309'BRISTOW, AT A T-JUNCTION OF DIRT ROADS, 68.0 FEET EAST OF THE
 NN0309'CENTER LINE OF THE NORTH-SOUTH ROAD, 29.0 FEET SOUTH OF THE
 NN0309'CENTER LINE OF THE ROAD LEADING EAST, 65.5 FEET SOUTHEAST OF
 NN0309'TELEPHONE POLE NO. 426, 11.0 FEET EAST OF A CORNER FENCE POST,
 NN0309'0.9 FOOT NORTH OF A FENCE, 1.2 FEET WEST OF A REFERENCE POST,
 NN0309'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0918 ***********************************************************************
 NM0918  DESIGNATION -  X 274
 NM0918  PID         -  NM0918
 NM0918  STATE/COUNTY-  NE/DIXON
 NM0918  COUNTRY     -  US
 NM0918  USGS QUAD   -  MARTINSBURG SW (2017)
 NM0918
 NM0918                         *CURRENT SURVEY CONTROL
 NM0918  ______________________________________________________________________
 NM0918* NAD 83(1986) POSITION- 42 37 29.     (N) 096 59 45.     (W)   SCALED
 NM0918* NAVD 88 ORTHO HEIGHT -   474.867 (meters)     1557.96  (feet) ADJUSTED
 NM0918  ______________________________________________________________________
 NM0918  GEOID HEIGHT    -        -25.406 (meters)                     GEOID18
 NM0918  DYNAMIC HEIGHT  -        474.709 (meters)     1557.44  (feet) COMP
 NM0918  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 NM0918
 NM0918  VERT ORDER      -  SECOND    CLASS 0
 NM0918
 NM0918.The horizontal coordinates were scaled from a map and have
 NM0918.an estimated accuracy of +/- 6 seconds.
 NM0918
 NM0918.The orthometric height was determined by differential leveling and
 NM0918.adjusted by the NATIONAL GEODETIC SURVEY
 NM0918.in June 1991.
 NM0918
 NM0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0918.GEOID18 height accuracy estimate available here.
 NM0918
 NM0918.Click photographs - Photos may exist for this station.
 NM0918
 NM0918.The dynamic height is computed by dividing the NAVD 88
 NM0918.geopotential number by the normal gravity value computed on the
 NM0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0918.degrees latitude (g = 980.6199 gals.).
 NM0918
 NM0918.The modeled gravity was interpolated from observed gravity values.
 NM0918
 NM0918;                    North         East    Units  Estimated Accuracy
 NM0918;SPC NE       -   314,220.      746,360.      MT  (+/- 180 meters Scaled)
 NM0918
 NM0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN643210(NAD 83)
 NM0918
 NM0918                          SUPERSEDED SURVEY CONTROL
 NM0918
 NM0918  NGVD 29 (??/??/92)  474.663  (m)         1557.29   (f) ADJ UNCH    2 0
 NM0918
 NM0918.Superseded values are not recommended for survey control.
 NM0918
 NM0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0918.See file dsdata.pdf to determine how the superseded data were derived.
 NM0918
 NM0918_MARKER: DB = BENCH MARK DISK
 NM0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0918_STAMPING: X 274 1949
 NM0918_MARK LOGO: CGS
 NM0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0918+STABILITY: SURFACE MOTION
 NM0918
 NM0918  HISTORY     - Date     Condition        Report By
 NM0918  HISTORY     - 1949     MONUMENTED       CGS
 NM0918
 NM0918                          STATION DESCRIPTION
 NM0918
 NM0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0918'5 MI S FROM MASKELL.
 NM0918'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0918'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0918'THENCE 4.7 MILES SOUTH ALONG A GRADED DIRT ROAD, AT THE GRAND
 NM0918'RIDGE SCHOOLHOUSE, 70 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NM0918'32.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE,
 NM0918'37.7 FEET NORTHEAST OF THE FLAG POLE, AND SET IN THE TOP OF A
 NM0918'5-FOOT CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0893 ***********************************************************************
 NM0893  DESIGNATION -  X 275
 NM0893  PID         -  NM0893
 NM0893  STATE/COUNTY-  NE/DIXON
 NM0893  COUNTRY     -  US
 NM0893  USGS QUAD   -  MASKELL (2017)
 NM0893
 NM0893                         *CURRENT SURVEY CONTROL
 NM0893  ______________________________________________________________________
 NM0893* NAD 83(1986) POSITION- 42 41 17.     (N) 096 56 15.     (W)   SCALED
 NM0893* NAVD 88 ORTHO HEIGHT -   385.011 (meters)     1263.16  (feet) ADJUSTED
 NM0893  ______________________________________________________________________
 NM0893  GEOID HEIGHT    -        -25.500 (meters)                     GEOID18
 NM0893  DYNAMIC HEIGHT  -        384.891 (meters)     1262.76  (feet) COMP
 NM0893  MODELED GRAVITY -    980,297.1   (mgal)                       NAVD 88
 NM0893
 NM0893  VERT ORDER      -  SECOND    CLASS 0
 NM0893
 NM0893.The horizontal coordinates were scaled from a map and have
 NM0893.an estimated accuracy of +/- 6 seconds.
 NM0893
 NM0893.The orthometric height was determined by differential leveling and
 NM0893.adjusted by the NATIONAL GEODETIC SURVEY
 NM0893.in June 1991.
 NM0893
 NM0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0893.GEOID18 height accuracy estimate available here.
 NM0893
 NM0893.Click photographs - Photos may exist for this station.
 NM0893
 NM0893.The dynamic height is computed by dividing the NAVD 88
 NM0893.geopotential number by the normal gravity value computed on the
 NM0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0893.degrees latitude (g = 980.6199 gals.).
 NM0893
 NM0893.The modeled gravity was interpolated from observed gravity values.
 NM0893
 NM0893;                    North         East    Units  Estimated Accuracy
 NM0893;SPC NE       -   321,410.      750,890.      MT  (+/- 180 meters Scaled)
 NM0893
 NM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN689282(NAD 83)
 NM0893
 NM0893                          SUPERSEDED SURVEY CONTROL
 NM0893
 NM0893  NGVD 29 (??/??/92)  384.814  (m)         1262.51   (f) ADJ UNCH    2 0
 NM0893
 NM0893.Superseded values are not recommended for survey control.
 NM0893
 NM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0893.See file dsdata.pdf to determine how the superseded data were derived.
 NM0893
 NM0893_MARKER: DB = BENCH MARK DISK
 NM0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0893_STAMPING: X 275 1949
 NM0893_MARK LOGO: CGS
 NM0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0893+STABILITY: SURFACE MOTION
 NM0893
 NM0893  HISTORY     - Date     Condition        Report By
 NM0893  HISTORY     - 1949     MONUMENTED       CGS
 NM0893
 NM0893                          STATION DESCRIPTION
 NM0893
 NM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0893'5.5 MI SE FROM MASKELL.
 NM0893'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0893'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0893'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0893'THENCE 1.7 MILES NORTH ALONG A DIRT ROAD, 114.0 FEET EAST OF THE
 NM0893'NORTHEAST CORNER OF A BRIDGE OVER WALNUT CREEK, 94 FEET SOUTHEAST
 NM0893'OF THE CENTER LINE OF THE ROAD, 29.7 FEET NORTH OF A 30-INCH
 NM0893'ELM WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE,
 NM0893'21 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 77.0
 NM0893'FEET SOUTHEAST OF A WIRE GATE, 2.7 FEET SOUTHEAST OF A REFERENCE
 NM0893'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0893'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0889 ***********************************************************************
 NM0889  DESIGNATION -  X 276
 NM0889  PID         -  NM0889
 NM0889  STATE/COUNTY-  NE/DIXON
 NM0889  COUNTRY     -  US
 NM0889  USGS QUAD   -  MASKELL (2017)
 NM0889
 NM0889                         *CURRENT SURVEY CONTROL
 NM0889  ______________________________________________________________________
 NM0889* NAD 83(1986) POSITION- 42 41 57.     (N) 096 53 57.     (W)   SCALED
 NM0889* NAVD 88 ORTHO HEIGHT -   359.465 (meters)     1179.34  (feet) ADJUSTED
 NM0889  ______________________________________________________________________
 NM0889  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 NM0889  DYNAMIC HEIGHT  -        359.356 (meters)     1178.99  (feet) COMP
 NM0889  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 NM0889
 NM0889  VERT ORDER      -  SECOND    CLASS 0
 NM0889
 NM0889.The horizontal coordinates were scaled from a map and have
 NM0889.an estimated accuracy of +/- 6 seconds.
 NM0889
 NM0889.The orthometric height was determined by differential leveling and
 NM0889.adjusted by the NATIONAL GEODETIC SURVEY
 NM0889.in June 1991.
 NM0889
 NM0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0889.GEOID18 height accuracy estimate available here.
 NM0889
 NM0889.Click photographs - Photos may exist for this station.
 NM0889
 NM0889.The dynamic height is computed by dividing the NAVD 88
 NM0889.geopotential number by the normal gravity value computed on the
 NM0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0889.degrees latitude (g = 980.6199 gals.).
 NM0889
 NM0889.The modeled gravity was interpolated from observed gravity values.
 NM0889
 NM0889;                    North         East    Units  Estimated Accuracy
 NM0889;SPC NE       -   322,760.      753,990.      MT  (+/- 180 meters Scaled)
 NM0889
 NM0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN720295(NAD 83)
 NM0889
 NM0889                          SUPERSEDED SURVEY CONTROL
 NM0889
 NM0889  NGVD 29 (??/??/92)  359.274  (m)         1178.72   (f) ADJ UNCH    2 0
 NM0889
 NM0889.Superseded values are not recommended for survey control.
 NM0889
 NM0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0889.See file dsdata.pdf to determine how the superseded data were derived.
 NM0889
 NM0889_MARKER: DB = BENCH MARK DISK
 NM0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0889_STAMPING: X 276 1949
 NM0889_MARK LOGO: CGS
 NM0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0889+STABILITY: SURFACE MOTION
 NM0889
 NM0889  HISTORY     - Date     Condition        Report By
 NM0889  HISTORY     - 1949     MONUMENTED       CGS
 NM0889  HISTORY     - 1962     GOOD             USGS
 NM0889
 NM0889                          STATION DESCRIPTION
 NM0889
 NM0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0889'5.8 MI NW FROM NEWCASTLE.
 NM0889'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0889'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 1.0
 NM0889'MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 NM0889'A DIRT ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD,
 NM0889'AT THE TURKEY CREEK SCHOOLHOUSE, 112 FEET NORTH OF THE CENTER
 NM0889'LINE OF AN EAST-WEST ROAD, 102 FEET WEST OF THE CENTER LINE
 NM0889'OF A PRIVATE ROAD LEADING NORTH TO LEO GOERTZ FARM HOME, 70.0
 NM0889'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE,
 NM0889'46.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE COAL SHED,
 NM0889'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 NM0889'FOOT ABOVE THE GROUND.
 NM0889
 NM0889                          STATION RECOVERY (1962)
 NM0889
 NM0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0828 ***********************************************************************
 MJ0828  DESIGNATION -  X 277
 MJ0828  PID         -  MJ0828
 MJ0828  STATE/COUNTY-  NE/SARPY
 MJ0828  COUNTRY     -  US
 MJ0828  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0828
 MJ0828                         *CURRENT SURVEY CONTROL
 MJ0828  ______________________________________________________________________
 MJ0828* NAD 83(1986) POSITION- 41 04 22.     (N) 095 58 08.     (W)   SCALED
 MJ0828* NAVD 88 ORTHO HEIGHT -   308.581 (meters)     1012.40  (feet) ADJUSTED
 MJ0828  ______________________________________________________________________
 MJ0828  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 MJ0828  DYNAMIC HEIGHT  -        308.455 (meters)     1011.99  (feet) COMP
 MJ0828  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 MJ0828
 MJ0828  VERT ORDER      -  SECOND    CLASS 0
 MJ0828
 MJ0828.The horizontal coordinates were scaled from a map and have
 MJ0828.an estimated accuracy of +/- 6 seconds.
 MJ0828
 MJ0828.The orthometric height was determined by differential leveling and
 MJ0828.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0828.in June 1991.
 MJ0828
 MJ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0828.GEOID18 height accuracy estimate available here.
 MJ0828
 MJ0828.Click photographs - Photos may exist for this station.
 MJ0828
 MJ0828.The dynamic height is computed by dividing the NAVD 88
 MJ0828.geopotential number by the normal gravity value computed on the
 MJ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0828.degrees latitude (g = 980.6199 gals.).
 MJ0828
 MJ0828.The modeled gravity was interpolated from observed gravity values.
 MJ0828
 MJ0828;                    North         East    Units  Estimated Accuracy
 MJ0828;SPC NE       -   145,510.      838,560.      MT  (+/- 180 meters Scaled)
 MJ0828
 MJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505510(NAD 83)
 MJ0828
 MJ0828                          SUPERSEDED SURVEY CONTROL
 MJ0828
 MJ0828  NGVD 29 (??/??/92)  308.488  (m)         1012.10   (f) ADJ UNCH    2 0
 MJ0828
 MJ0828.Superseded values are not recommended for survey control.
 MJ0828
 MJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0828.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0828
 MJ0828_MARKER: DB = BENCH MARK DISK
 MJ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0828_STAMPING: X 277 1950
 MJ0828_MARK LOGO: CGS
 MJ0828_PROJECTION: PROJECTING 30 CENTIMETERS
 MJ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0828+STABILITY: SURFACE MOTION
 MJ0828
 MJ0828  HISTORY     - Date     Condition        Report By
 MJ0828  HISTORY     - 1950     MONUMENTED       CGS
 MJ0828
 MJ0828                          STATION DESCRIPTION
 MJ0828
 MJ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0828'2.4 MI W FROM LA PLATTE.
 MJ0828'2.45 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MJ0828'LA PLATTE, 0.05 MILE WEST OF A T ROAD JUNCTION, 500 FEET SOUTHWEST
 MJ0828'OF THE AMOS ISKE FARMHOUSE, 300 FEET NORTHEAST OF A STEEL BRIDGE,
 MJ0828'IN LINE WITH A NORTHWEST AND SOUTHEAST ROW OF WALNUT TREES,
 MJ0828'75 FEET NORTH OF THE CENTER LINE OF THE ROAD, 112 FEET NORTHWEST
 MJ0828'OF THE CENTER OF A GATE, 49 FEET NORTH OF A FENCE, 1.6 FEET
 MJ0828'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0828'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0467 ***********************************************************************
 NM0467  DESIGNATION -  X 278
 NM0467  PID         -  NM0467
 NM0467  STATE/COUNTY-  NE/DAKOTA
 NM0467  COUNTRY     -  US
 NM0467  USGS QUAD   -  HOMER (2017)
 NM0467
 NM0467                         *CURRENT SURVEY CONTROL
 NM0467  ______________________________________________________________________
 NM0467* NAD 83(1986) POSITION- 42 18 25.     (N) 096 26 30.     (W)   SCALED
 NM0467* NAVD 88 ORTHO HEIGHT -   330.243 (meters)     1083.47  (feet) ADJUSTED
 NM0467  ______________________________________________________________________
 NM0467  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 NM0467  DYNAMIC HEIGHT  -        330.135 (meters)     1083.12  (feet) COMP
 NM0467  MODELED GRAVITY -    980,284.4   (mgal)                       NAVD 88
 NM0467
 NM0467  VERT ORDER      -  SECOND    CLASS 0
 NM0467
 NM0467.The horizontal coordinates were scaled from a map and have
 NM0467.an estimated accuracy of +/- 6 seconds.
 NM0467
 NM0467.The orthometric height was determined by differential leveling and
 NM0467.adjusted by the NATIONAL GEODETIC SURVEY
 NM0467.in June 1991.
 NM0467
 NM0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0467.GEOID18 height accuracy estimate available here.
 NM0467
 NM0467.Click photographs - Photos may exist for this station.
 NM0467
 NM0467.The dynamic height is computed by dividing the NAVD 88
 NM0467.geopotential number by the normal gravity value computed on the
 NM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0467.degrees latitude (g = 980.6199 gals.).
 NM0467
 NM0467.The modeled gravity was interpolated from observed gravity values.
 NM0467
 NM0467;                    North         East    Units  Estimated Accuracy
 NM0467;SPC NE       -   280,680.      793,240.      MT  (+/- 180 meters Scaled)
 NM0467
 NM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM108870(NAD 83)
 NM0467
 NM0467                          SUPERSEDED SURVEY CONTROL
 NM0467
 NM0467  NGVD 29 (??/??/92)  330.086  (m)         1082.96   (f) ADJ UNCH    2 0
 NM0467
 NM0467.Superseded values are not recommended for survey control.
 NM0467
 NM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0467.See file dsdata.pdf to determine how the superseded data were derived.
 NM0467
 NM0467_MARKER: DB = BENCH MARK DISK
 NM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0467_STAMPING: X 278 1949
 NM0467_MARK LOGO: CGS
 NM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0467+STABILITY: SURFACE MOTION
 NM0467
 NM0467  HISTORY     - Date     Condition        Report By
 NM0467  HISTORY     - 1949     MONUMENTED       CGS
 NM0467  HISTORY     - 20200928 MARK NOT FOUND   NEGS
 NM0467
 NM0467                          STATION DESCRIPTION
 NM0467
 NM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0467'2.6 MI E FROM HOMER.
 NM0467'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0467'THENCE 2.5 MILE EAST ALONG A GRADED DIRT ROAD, AT THE OCONNER
 NM0467'SCHOOLHOUSE, 114 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 NM0467'ROAD, 98.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM0467'SCHOOLHOUSE, 34.0 FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT
 NM0467'EAST OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0467'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0467
 NM0467                          STATION RECOVERY (2020)
 NM0467
 NM0467'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0467'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0474 ***********************************************************************
 LH0474  DESIGNATION -  X 279
 LH0474  PID         -  LH0474
 LH0474  STATE/COUNTY-  NE/KEARNEY
 LH0474  COUNTRY     -  US
 LH0474  USGS QUAD   -  NEWARK (2017)
 LH0474
 LH0474                         *CURRENT SURVEY CONTROL
 LH0474  ______________________________________________________________________
 LH0474* NAD 83(1986) POSITION- 40 38 29.     (N) 098 58 11.     (W)   SCALED
 LH0474* NAVD 88 ORTHO HEIGHT -   641.653 (meters)     2105.16  (feet) ADJUSTED
 LH0474  ______________________________________________________________________
 LH0474  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 LH0474  DYNAMIC HEIGHT  -        641.285 (meters)     2103.95  (feet) COMP
 LH0474  MODELED GRAVITY -    980,029.3   (mgal)                       NAVD 88
 LH0474
 LH0474  VERT ORDER      -  SECOND    CLASS 0
 LH0474
 LH0474.The horizontal coordinates were scaled from a map and have
 LH0474.an estimated accuracy of +/- 6 seconds.
 LH0474
 LH0474.The orthometric height was determined by differential leveling and
 LH0474.adjusted by the NATIONAL GEODETIC SURVEY
 LH0474.in June 1991.
 LH0474
 LH0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0474.GEOID18 height accuracy estimate available here.
 LH0474
 LH0474.Click photographs - Photos may exist for this station.
 LH0474
 LH0474.The dynamic height is computed by dividing the NAVD 88
 LH0474.geopotential number by the normal gravity value computed on the
 LH0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0474.degrees latitude (g = 980.6199 gals.).
 LH0474
 LH0474.The modeled gravity was interpolated from observed gravity values.
 LH0474
 LH0474;                    North         East    Units  Estimated Accuracy
 LH0474;SPC NE       -    90,240.      587,130.      MT  (+/- 180 meters Scaled)
 LH0474
 LH0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK025989(NAD 83)
 LH0474
 LH0474                          SUPERSEDED SURVEY CONTROL
 LH0474
 LH0474  NGVD 29 (??/??/92)  641.391  (m)         2104.30   (f) ADJ UNCH    2 0
 LH0474
 LH0474.Superseded values are not recommended for survey control.
 LH0474
 LH0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0474.See file dsdata.pdf to determine how the superseded data were derived.
 LH0474
 LH0474_MARKER: DB = BENCH MARK DISK
 LH0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0474_STAMPING: X 279 1949
 LH0474_MARK LOGO: CGS
 LH0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0474+STABILITY: SURFACE MOTION
 LH0474
 LH0474  HISTORY     - Date     Condition        Report By
 LH0474  HISTORY     - 1949     MONUMENTED       CGS
 LH0474  HISTORY     - 20040512 GOOD             NEDR
 LH0474
 LH0474                          STATION DESCRIPTION
 LH0474
 LH0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0474'0.3 MI W FROM NEWARK.
 LH0474'0.3 MILE WEST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY SCHOOL
 LH0474'AT NEWARK, AT THE FARM HOME OF VERN BINDERUP, 153 FEET NORTH OF
 LH0474'THE CENTER LINE OF THE HIGHWAY, 114 FEET EAST OF THE CENTER
 LH0474'LINE OF A NORTH-SOUTH ROAD, 49.0 FEET SOUTH OF THE SOUTHWEST
 LH0474'CORNER OF THE HOUSE, 35.0 FEET SOUTHWEST OF THE CENTER OF A GATE
 LH0474'IN THE SOUTH YARD FENCE, 19 FEET SOUTH OF THE CENTER LINE OF A
 LH0474'PRIVATE DRIVEWAY, 1.3 FEET SOUTH OF A FENCE, AND SET IN THE TOP
 LH0474'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0474
 LH0474                          STATION RECOVERY (2004)
 LH0474
 LH0474'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LH0474'0.05 FEET (1.52 CM) BELOW GROUND IN YARD, 5.5 FEET (1.7 M) SOUTH OF 30
 LH0474'INCH SILVER MAPLE SOUTH FACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0281 ***********************************************************************
 NO0281  DESIGNATION -  X 28
 NO0281  PID         -  NO0281
 NO0281  STATE/COUNTY-  NE/CHERRY
 NO0281  COUNTRY     -  US
 NO0281  USGS QUAD   -  STEVERSON LAKE (2017)
 NO0281
 NO0281                         *CURRENT SURVEY CONTROL
 NO0281  ______________________________________________________________________
 NO0281* NAD 83(1986) POSITION- 42 24 26.27   (N) 101 43 58.17   (W)   HD_HELD1
 NO0281* NAVD 88 ORTHO HEIGHT -  1104.462 (meters)     3623.56  (feet) ADJUSTED
 NO0281  ______________________________________________________________________
 NO0281  GEOID HEIGHT    -        -19.005 (meters)                     GEOID18
 NO0281  DYNAMIC HEIGHT  -       1103.905 (meters)     3621.73  (feet) COMP
 NO0281  MODELED GRAVITY -    980,078.2   (mgal)                       NAVD 88
 NO0281
 NO0281  VERT ORDER      -  SECOND    CLASS 0
 NO0281
 NO0281.The horizontal coordinates were determined by differentially corrected
 NO0281.hand held GPS observations or other comparable positioning techniques
 NO0281.and have an estimated accuracy of +/- 3 meters.
 NO0281
 NO0281.The orthometric height was determined by differential leveling and
 NO0281.adjusted by the NATIONAL GEODETIC SURVEY
 NO0281.in June 1991.
 NO0281
 NO0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0281.GEOID18 height accuracy estimate available here.
 NO0281
 NO0281.Click photographs - Photos may exist for this station.
 NO0281
 NO0281.The dynamic height is computed by dividing the NAVD 88
 NO0281.geopotential number by the normal gravity value computed on the
 NO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0281.degrees latitude (g = 980.6199 gals.).
 NO0281
 NO0281.The modeled gravity was interpolated from observed gravity values.
 NO0281
 NO0281;                    North         East    Units  Estimated Accuracy
 NO0281;SPC NE       -   287,216.6     357,393.9     MT  (+/- 3 meters HH1 GPS) 
 NO0281
 NO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7511598617(NAD 83)
 NO0281
 NO0281                          SUPERSEDED SURVEY CONTROL
 NO0281
 NO0281  NGVD 29 (??/??/92) 1104.016  (m)         3622.09   (f) ADJ UNCH    2 0
 NO0281
 NO0281.Superseded values are not recommended for survey control.
 NO0281
 NO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0281.See file dsdata.pdf to determine how the superseded data were derived.
 NO0281
 NO0281_MARKER: DB = BENCH MARK DISK
 NO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0281_STAMPING: X 28 1934
 NO0281_MARK LOGO: CGS
 NO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0281+STABILITY: SURFACE MOTION
 NO0281
 NO0281  HISTORY     - Date     Condition        Report By
 NO0281  HISTORY     - 1934     MONUMENTED       CGS
 NO0281  HISTORY     - 1948     GOOD             CGS
 NO0281
 NO0281                          STATION DESCRIPTION
 NO0281
 NO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0281'33.7 MI N FROM HYANNIS.
 NO0281'IN CHERRY COUNTY, 33.7 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0281'HYANNIS, GRANT COUNTY, 50 YARDS NORTH OF THE BRIDGE OVER AN
 NO0281'EAST-AND-WEST DRAINAGE DITCH RUNNING INTO KING LAKE, AT A
 NO0281'NORTH-AND-SOUTH FENCE, AND 75 YARDS SOUTH OF A FENCE CORNER.
 NO0281'A STANDARD DISK, STAMPED X 28 1934 AND SET IN THE TOP OF A
 NO0281'CONCRETE POST.  28.4 MILES (AIR LINE) NORTH OF HYANNIS 0.5
 NO0281'MILE SOUTHWEST OF WEST END OF STEVERSON LAKE, 0.4 MILE SOUTHWEST
 NO0281'OF SOUTH SCHOOL NO. 135, NEAR QUARTER CORNER BETWEEN SECS. 14
 NO0281'AND 15, T. 28 N., R. 38 W., 0.7 MILE EAST-NORTHEAST OF WINDMILL,
 NO0281'208 FEET SOUTH OF T-FENCE N., 166 FEET NORTH OF CENTER OF WOODEN
 NO0281'BRIDGE OVER STREAM IN HILL MEADOW, 23 FEET NORTH AND 15 FEET
 NO0281'WEST OF ROAD FORK W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1741 ***********************************************************************
 MK1741  DESIGNATION -  X 280
 MK1741  PID         -  MK1741
 MK1741  STATE/COUNTY-  NE/CASS
 MK1741  COUNTRY     -  US
 MK1741  USGS QUAD   -  SPRINGFIELD (2017)
 MK1741
 MK1741                         *CURRENT SURVEY CONTROL
 MK1741  ______________________________________________________________________
 MK1741* NAD 83(1986) POSITION- 41 00 15.     (N) 096 09 35.     (W)   SCALED
 MK1741* NAVD 88 ORTHO HEIGHT -   312.025 (meters)     1023.70  (feet) ADJUSTED
 MK1741  ______________________________________________________________________
 MK1741  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 MK1741  DYNAMIC HEIGHT  -        311.900 (meters)     1023.29  (feet) COMP
 MK1741  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 MK1741
 MK1741  VERT ORDER      -  SECOND    CLASS 0
 MK1741
 MK1741.The horizontal coordinates were scaled from a map and have
 MK1741.an estimated accuracy of +/- 6 seconds.
 MK1741
 MK1741.The orthometric height was determined by differential leveling and
 MK1741.adjusted by the NATIONAL GEODETIC SURVEY
 MK1741.in June 1991.
 MK1741
 MK1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1741.GEOID18 height accuracy estimate available here.
 MK1741
 MK1741.Click photographs - Photos may exist for this station.
 MK1741
 MK1741.The dynamic height is computed by dividing the NAVD 88
 MK1741.geopotential number by the normal gravity value computed on the
 MK1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1741.degrees latitude (g = 980.6199 gals.).
 MK1741
 MK1741.The modeled gravity was interpolated from observed gravity values.
 MK1741
 MK1741;                    North         East    Units  Estimated Accuracy
 MK1741;SPC NE       -   137,170.      822,880.      MT  (+/- 180 meters Scaled)
 MK1741
 MK1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL388431(NAD 83)
 MK1741
 MK1741                          SUPERSEDED SURVEY CONTROL
 MK1741
 MK1741  NGVD 29 (??/??/92)  311.930  (m)         1023.39   (f) ADJ UNCH    2 0
 MK1741
 MK1741.Superseded values are not recommended for survey control.
 MK1741
 MK1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1741.See file dsdata.pdf to determine how the superseded data were derived.
 MK1741
 MK1741_MARKER: DB = BENCH MARK DISK
 MK1741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1741_SP_SET: BRIDGE
 MK1741_STAMPING: X 280 1950
 MK1741_MARK LOGO: CGS
 MK1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1741
 MK1741  HISTORY     - Date     Condition        Report By
 MK1741  HISTORY     - 1950     MONUMENTED       CGS
 MK1741
 MK1741                          STATION DESCRIPTION
 MK1741
 MK1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1741'AT LOUISVILLE.
 MK1741'AT LOUISVILLE, 0.3 MILE NORTH OF THE METHODIST CHURCH, 57 FEET
 MK1741'WEST OF THE CENTER LINE OF STATE HIGHWAY 50, 9.4 FEET SOUTH
 MK1741'OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MK1741'200 FEET EAST OF THE RAILROAD STATION, SET IN THE TOP OF THE
 MK1741'SOUTH END OF THE EAST BRIDGE SEAT OF RAILROAD BRIDGE 22.95, 6
 MK1741'FEET BELOW THE LEVEL OF THE RAILROAD, 3.4 FEET SOUTH OF THE
 MK1741'SOUTHEAST CORNER OF THE SOUTH STEEL GIRDER, 1.3 FEET NORTHEAST
 MK1741'OF THE SOUTHWEST FACE OF THE BRIDGE SEAT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0435 ***********************************************************************
 ML0435  DESIGNATION -  X 281 RESET
 ML0435  PID         -  ML0435
 ML0435  STATE/COUNTY-  NE/HOWARD
 ML0435  COUNTRY     -  US
 ML0435  USGS QUAD   -  BOELUS (2017)
 ML0435
 ML0435                         *CURRENT SURVEY CONTROL
 ML0435  ______________________________________________________________________
 ML0435* NAD 83(1986) POSITION- 41 04 35.     (N) 098 41 29.     (W)   SCALED
 ML0435* NAVD 88 ORTHO HEIGHT -   579.80  (meters)     1902.2   (feet) RESET
 ML0435  ______________________________________________________________________
 ML0435  GEOID HEIGHT    -        -24.376 (meters)                     GEOID18
 ML0435  VERT ORDER      -  THIRD
 ML0435
 ML0435.The horizontal coordinates were scaled from a map and have
 ML0435.an estimated accuracy of +/- 6 seconds.
 ML0435
 ML0435.The orthometric height was computed from unverified reset data.
 ML0435
 ML0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0435.GEOID18 height accuracy estimate available here.
 ML0435
 ML0435.Click photographs - Photos may exist for this station.
 ML0435
 ML0435;                    North         East    Units  Estimated Accuracy
 ML0435;SPC NE       -   138,840.      609,930.      MT  (+/- 180 meters Scaled)
 ML0435
 ML0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL259472(NAD 83)
 ML0435
 ML0435                          SUPERSEDED SURVEY CONTROL
 ML0435
 ML0435  NGVD 29 (??/??/??)  579.56   (m)         1901.4    (f) RESET       3  
 ML0435
 ML0435.Superseded values are not recommended for survey control.
 ML0435
 ML0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0435.See file dsdata.pdf to determine how the superseded data were derived.
 ML0435
 ML0435_MARKER: DB = BENCH MARK DISK
 ML0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0435_STAMPING: X 281 RESET 1962
 ML0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0435+STABILITY: SURFACE MOTION
 ML0435
 ML0435  HISTORY     - Date     Condition        Report By
 ML0435  HISTORY     - 1962     MONUMENTED       NEDR
 ML0435  HISTORY     - 1985     GOOD             NEDR
 ML0435
 ML0435                          STATION DESCRIPTION
 ML0435
 ML0435'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0435'1.3 MI E FROM BOELUS.
 ML0435'1.3 MILES EAST ALONG STATE HIGHWAY 58 FROM THE UNION PACIFIC
 ML0435'RAILROAD STATION AT BOELUS, AT THE SOUTHEAST CORNER OF SECTION
 ML0435'21, T. 13 NORTH, R. 12 WEST, AT A T-JUNCTION OF ROADS, 50 FEET
 ML0435'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE
 ML0435'CENTERLINE OF A SIDE ROAD LEADING NORTH, 55 FEET NORTH OF THE
 ML0435'CENTERLINE OF THE UPRR TRACKS, 2.0 FEET SOUTHWEST OF A REFERENCE
 ML0435'POST, AND SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 4 FEET
 ML0435'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ML0435
 ML0435                          STATION RECOVERY (1985)
 ML0435
 ML0435'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0482 ***********************************************************************
 ML0482  DESIGNATION -  X 282
 ML0482  PID         -  ML0482
 ML0482  STATE/COUNTY-  NE/HOWARD
 ML0482  COUNTRY     -  US
 ML0482  USGS QUAD   -  DANNEBROG (2017)
 ML0482
 ML0482                         *CURRENT SURVEY CONTROL
 ML0482  ______________________________________________________________________
 ML0482* NAD 83(1986) POSITION- 41 06 46.     (N) 098 31 59.     (W)   SCALED
 ML0482* NAVD 88 ORTHO HEIGHT -   561.792 (meters)     1843.15  (feet) ADJUSTED
 ML0482  ______________________________________________________________________
 ML0482  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 ML0482  DYNAMIC HEIGHT  -        561.505 (meters)     1842.20  (feet) COMP
 ML0482  MODELED GRAVITY -    980,096.3   (mgal)                       NAVD 88
 ML0482
 ML0482  VERT ORDER      -  SECOND    CLASS 0
 ML0482
 ML0482.The horizontal coordinates were scaled from a map and have
 ML0482.an estimated accuracy of +/- 6 seconds.
 ML0482
 ML0482.The orthometric height was determined by differential leveling and
 ML0482.adjusted by the NATIONAL GEODETIC SURVEY
 ML0482.in June 1991.
 ML0482
 ML0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0482.GEOID18 height accuracy estimate available here.
 ML0482
 ML0482.Click photographs - Photos may exist for this station.
 ML0482
 ML0482.The dynamic height is computed by dividing the NAVD 88
 ML0482.geopotential number by the normal gravity value computed on the
 ML0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0482.degrees latitude (g = 980.6199 gals.).
 ML0482
 ML0482.The modeled gravity was interpolated from observed gravity values.
 ML0482
 ML0482;                    North         East    Units  Estimated Accuracy
 ML0482;SPC NE       -   143,100.      623,170.      MT  (+/- 180 meters Scaled)
 ML0482
 ML0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL392513(NAD 83)
 ML0482
 ML0482                          SUPERSEDED SURVEY CONTROL
 ML0482
 ML0482  NGVD 29 (??/??/??)  561.53   (m)         1842.3    (f) RESET       3  
 ML0482
 ML0482.Superseded values are not recommended for survey control.
 ML0482
 ML0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0482.See file dsdata.pdf to determine how the superseded data were derived.
 ML0482
 ML0482_MARKER: DB = BENCH MARK DISK
 ML0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0482_STAMPING: X 282 1949
 ML0482_MARK LOGO: CGS
 ML0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0482+STABILITY: SURFACE MOTION
 ML0482
 ML0482  HISTORY     - Date     Condition        Report By
 ML0482  HISTORY     - 1949     MONUMENTED       CGS
 ML0482
 ML0482                          STATION DESCRIPTION
 ML0482
 ML0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0482'0.9 MI SE FROM DANNEBROG.
 ML0482'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0482'STATION AT DANNEBROG, THENCE 0.6 MILE SOUTHEAST ALONG STATE
 ML0482'HIGHWAY NO. 58, ON TOP OF A SAND HILL, 284 FEET NORTHWEST OF
 ML0482'THE NORTH CORNER OF THE STEEL BRIDGE OVER THE MIDDLE LOUP RIVER,
 ML0482'43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET
 ML0482'NORTHEAST OF A FENCE, 2.5 FEET EAST OF A REFERENCE POST, SET
 ML0482'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0482'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0483 ***********************************************************************
 ML0483  DESIGNATION -  X 282 RESET
 ML0483  PID         -  ML0483
 ML0483  STATE/COUNTY-  NE/HOWARD
 ML0483  COUNTRY     -  US
 ML0483  USGS QUAD   -  DANNEBROG (2017)
 ML0483
 ML0483                         *CURRENT SURVEY CONTROL
 ML0483  ______________________________________________________________________
 ML0483* NAD 83(1986) POSITION- 41 06 46.     (N) 098 31 59.     (W)   SCALED
 ML0483* NAVD 88 ORTHO HEIGHT -   563.59  (meters)     1849.0   (feet) RESET
 ML0483  ______________________________________________________________________
 ML0483  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 ML0483  VERT ORDER      -  THIRD
 ML0483
 ML0483.The horizontal coordinates were scaled from a map and have
 ML0483.an estimated accuracy of +/- 6 seconds.
 ML0483
 ML0483.The orthometric height was computed from unverified reset data.
 ML0483
 ML0483.No vertical observational check was made to the station.
 ML0483
 ML0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0483.GEOID18 height accuracy estimate available here.
 ML0483
 ML0483.Click photographs - Photos may exist for this station.
 ML0483
 ML0483;                    North         East    Units  Estimated Accuracy
 ML0483;SPC NE       -   143,100.      623,170.      MT  (+/- 180 meters Scaled)
 ML0483
 ML0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL392513(NAD 83)
 ML0483
 ML0483                          SUPERSEDED SURVEY CONTROL
 ML0483
 ML0483  NGVD 29 (01/31/13)  563.33   (m)         1848.2    (f) RESET       3  
 ML0483
 ML0483.Superseded values are not recommended for survey control.
 ML0483
 ML0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0483.See file dsdata.pdf to determine how the superseded data were derived.
 ML0483
 ML0483_MARKER: DV = VERTICAL CONTROL DISK
 ML0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0483_SP_SET: BRIDGE
 ML0483_STAMPING: X 282 RESET 1974
 ML0483_MARK LOGO: NGS
 ML0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0483
 ML0483  HISTORY     - Date     Condition        Report By
 ML0483  HISTORY     - 1974     MONUMENTED       NEDR
 ML0483  HISTORY     - 1975     GOOD             NEDR
 ML0483
 ML0483                          STATION DESCRIPTION
 ML0483
 ML0483'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1975
 ML0483'0.9 MI E FROM DANNEBROG.
 ML0483'3 FEET SOUTH OF NE CORNER OF MULTIPLE SPAN DECK STEEL GIRDER
 ML0483'BRIDGE - 19.5 FEET LEFT OF CENTERLINE OF HIGHWAY, PLACED FLUSH
 ML0483'WITH THE SURFACE OF CONCRETE WING AND BEHIND STEEL GUARD RAIL.
 ML0483'THE NEW MARKER IS 283 FEET SOUTHWEST OF THE ORIGINAL MARK AND
 ML0483'22.5 FEET CLOSER TO THE CENTERLINE OF HIGHWAY 58.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AJ7684 ***********************************************************************
 AJ7684  DESIGNATION -  X 282 RESET
 AJ7684  PID         -  AJ7684
 AJ7684  STATE/COUNTY-  NE/HOWARD
 AJ7684  COUNTRY     -  US
 AJ7684  USGS QUAD   -  DANNEBROG (2017)
 AJ7684
 AJ7684                         *CURRENT SURVEY CONTROL
 AJ7684  ______________________________________________________________________
 AJ7684* NAD 83(1986) POSITION- 41 06 46.     (N) 098 31 59.     (W)   SCALED
 AJ7684* NAVD 88 ORTHO HEIGHT -   566.06  (meters)     1857.1   (feet) RESET
 AJ7684  ______________________________________________________________________
 AJ7684  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 AJ7684  VERT ORDER      -  THIRD
 AJ7684
 AJ7684.The horizontal coordinates were scaled from a map and have
 AJ7684.an estimated accuracy of +/- 6 seconds.
 AJ7684
 AJ7684.The orthometric height was computed from unverified reset data.
 AJ7684
 AJ7684.No vertical observational check was made to the station.
 AJ7684
 AJ7684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7684.GEOID18 height accuracy estimate available here.
 AJ7684
 AJ7684.Click photographs - Photos may exist for this station.
 AJ7684
 AJ7684;                    North         East    Units  Estimated Accuracy
 AJ7684;SPC NE       -   143,100.      623,170.      MT  (+/- 180 meters Scaled)
 AJ7684
 AJ7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL392513(NAD 83)
 AJ7684
 AJ7684                          SUPERSEDED SURVEY CONTROL
 AJ7684
 AJ7684.No superseded survey control is available for this station.
 AJ7684
 AJ7684_MARKER: DV = VERTICAL CONTROL DISK
 AJ7684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7684_STAMPING: X 282 RESET 2001
 AJ7684_MARK LOGO: NGS
 AJ7684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7684+STABILITY: SURFACE MOTION
 AJ7684
 AJ7684  HISTORY     - Date     Condition        Report By
 AJ7684  HISTORY     - 2001     MONUMENTED       NEDR
 AJ7684
 AJ7684                          STATION DESCRIPTION
 AJ7684
 AJ7684'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 AJ7684'FROM THE NORTH END OF THE MIDDLE LOOP RIVER BRIDGE 00876 SOUTHEAST OF
 AJ7684'DANNEBROG NORTHEAST, GO NORTH ON HWY 58 APPROX.  0.2 MILE (0.3 KM) TO
 AJ7684'BM WEST OF CENTERLANE NEAR P.P, 12.5 FT (3.8 M) SOUTHWEST OF A
 AJ7684'NORTHWEST-SOUTHEAST FENCE LINE, AND 2.15 FT (0.66 M) SOUTHWEST OF A
 AJ7684'WITNESS POST MARK IS FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0281 ***********************************************************************
 ML0281  DESIGNATION -  X 283
 ML0281  PID         -  ML0281
 ML0281  STATE/COUNTY-  NE/HALL
 ML0281  COUNTRY     -  US
 ML0281  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0281
 ML0281                         *CURRENT SURVEY CONTROL
 ML0281  ______________________________________________________________________
 ML0281* NAD 83(1986) POSITION- 41 01 56.     (N) 098 27 15.     (W)   SCALED
 ML0281* NAVD 88 ORTHO HEIGHT -   580.181 (meters)     1903.48  (feet) ADJUSTED
 ML0281  ______________________________________________________________________
 ML0281  GEOID HEIGHT    -        -24.765 (meters)                     GEOID18
 ML0281  DYNAMIC HEIGHT  -        579.882 (meters)     1902.50  (feet) COMP
 ML0281  MODELED GRAVITY -    980,089.3   (mgal)                       NAVD 88
 ML0281
 ML0281  VERT ORDER      -  SECOND    CLASS 0
 ML0281
 ML0281.The horizontal coordinates were scaled from a map and have
 ML0281.an estimated accuracy of +/- 6 seconds.
 ML0281
 ML0281.The orthometric height was determined by differential leveling and
 ML0281.adjusted by the NATIONAL GEODETIC SURVEY
 ML0281.in June 1991.
 ML0281
 ML0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0281.GEOID18 height accuracy estimate available here.
 ML0281
 ML0281.Click photographs - Photos may exist for this station.
 ML0281
 ML0281.The dynamic height is computed by dividing the NAVD 88
 ML0281.geopotential number by the normal gravity value computed on the
 ML0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0281.degrees latitude (g = 980.6199 gals.).
 ML0281
 ML0281.The modeled gravity was interpolated from observed gravity values.
 ML0281
 ML0281;                    North         East    Units  Estimated Accuracy
 ML0281;SPC NE       -   134,270.      629,950.      MT  (+/- 180 meters Scaled)
 ML0281
 ML0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458424(NAD 83)
 ML0281
 ML0281                          SUPERSEDED SURVEY CONTROL
 ML0281
 ML0281  NGVD 29 (??/??/92)  579.936  (m)         1902.67   (f) ADJ UNCH    2 0
 ML0281
 ML0281.Superseded values are not recommended for survey control.
 ML0281
 ML0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0281.See file dsdata.pdf to determine how the superseded data were derived.
 ML0281
 ML0281_MARKER: DB = BENCH MARK DISK
 ML0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0281_STAMPING: X 283 1949
 ML0281_MARK LOGO: CGS
 ML0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0281+STABILITY: SURFACE MOTION
 ML0281
 ML0281  HISTORY     - Date     Condition        Report By
 ML0281  HISTORY     - 1949     MONUMENTED       CGS
 ML0281
 ML0281                          STATION DESCRIPTION
 ML0281
 ML0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0281'4.4 MI N FROM OVINA.
 ML0281'3.4 MILES NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION
 ML0281'SIGN AT OVINA, THENCE 1.0 MILE NORTH ALONG A SECTION LINE ROAD,
 ML0281'AT THE NORTHWEST CORNER OF SECTION 9, T. 12 N., R. 10 W., AT A
 ML0281'T-JUNCTION OF SECTION LINE ROADS, 89 FEET SOUTH OF THE CENTER
 ML0281'LINE OF THE SECTION LINE ROAD LEADING EAST, 71 FEET SOUTH OF A
 ML0281'CORNER FENCE POST, 24 FEET EAST OF THE CENTER LINE OF THE
 ML0281'NORTH-SOUTH ROAD, 0.7 FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A
 ML0281'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0281'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0281'BENCH MARK IS LOCATED 1.0 MILE SOUTH OF BENCH MARK T 282.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0445 ***********************************************************************
 ML0445  DESIGNATION -  X 284
 ML0445  PID         -  ML0445
 ML0445  STATE/COUNTY-  NE/HALL
 ML0445  COUNTRY     -  US
 ML0445  USGS QUAD   -  BOELUS (2017)
 ML0445
 ML0445                         *CURRENT SURVEY CONTROL
 ML0445  ______________________________________________________________________
 ML0445* NAD 83(1986) POSITION- 41 00 14.     (N) 098 41 13.     (W)   SCALED
 ML0445* NAVD 88 ORTHO HEIGHT -   608.977 (meters)     1997.95  (feet) ADJUSTED
 ML0445  ______________________________________________________________________
 ML0445  GEOID HEIGHT    -        -24.473 (meters)                     GEOID18
 ML0445  DYNAMIC HEIGHT  -        608.659 (meters)     1996.91  (feet) COMP
 ML0445  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 ML0445
 ML0445  VERT ORDER      -  SECOND    CLASS 0
 ML0445
 ML0445.The horizontal coordinates were scaled from a map and have
 ML0445.an estimated accuracy of +/- 6 seconds.
 ML0445
 ML0445.The orthometric height was determined by differential leveling and
 ML0445.adjusted by the NATIONAL GEODETIC SURVEY
 ML0445.in June 1991.
 ML0445
 ML0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0445.GEOID18 height accuracy estimate available here.
 ML0445
 ML0445.Click photographs - Photos may exist for this station.
 ML0445
 ML0445.The dynamic height is computed by dividing the NAVD 88
 ML0445.geopotential number by the normal gravity value computed on the
 ML0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0445.degrees latitude (g = 980.6199 gals.).
 ML0445
 ML0445.The modeled gravity was interpolated from observed gravity values.
 ML0445
 ML0445;                    North         East    Units  Estimated Accuracy
 ML0445;SPC NE       -   130,800.      610,430.      MT  (+/- 180 meters Scaled)
 ML0445
 ML0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL263392(NAD 83)
 ML0445
 ML0445                          SUPERSEDED SURVEY CONTROL
 ML0445
 ML0445  NGVD 29 (??/??/92)  608.734  (m)         1997.15   (f) ADJ UNCH    2 0
 ML0445
 ML0445.Superseded values are not recommended for survey control.
 ML0445
 ML0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0445.See file dsdata.pdf to determine how the superseded data were derived.
 ML0445
 ML0445_MARKER: DB = BENCH MARK DISK
 ML0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0445_STAMPING: X 284 1949
 ML0445_MARK LOGO: CGS
 ML0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0445+STABILITY: SURFACE MOTION
 ML0445
 ML0445  HISTORY     - Date     Condition        Report By
 ML0445  HISTORY     - 1949     MONUMENTED       CGS
 ML0445  HISTORY     - 19920915 GOOD             NEDR
 ML0445
 ML0445                          STATION DESCRIPTION
 ML0445
 ML0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0445'4.2 MI W FROM CAIRO.
 ML0445'4.15 MILES WEST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 ML0445'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, 0.15
 ML0445'MILE WEST OF THE SOUTHEAST CORNER OF SECTION 17, T. 12 N.,
 ML0445'R. 12 W., 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31
 ML0445'FEET WEST OF THE CENTER LINE OF A GATE, 1 FOOT NORTH OF A
 ML0445'FENCE, 2.1 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 ML0445'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0445'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.15 MILES
 ML0445'EAST OF BENCH MARK W 284.
 ML0445
 ML0445                          STATION RECOVERY (1992)
 ML0445
 ML0445'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0445'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0445'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1203 ***********************************************************************
 ML1203  DESIGNATION -  X 284 RESET
 ML1203  PID         -  ML1203
 ML1203  STATE/COUNTY-  NE/HALL
 ML1203  COUNTRY     -  US
 ML1203  USGS QUAD   -  BOELUS (2017)
 ML1203
 ML1203                         *CURRENT SURVEY CONTROL
 ML1203  ______________________________________________________________________
 ML1203* NAD 83(1986) POSITION- 41 00 14.     (N) 098 41 13.     (W)   SCALED
 ML1203* NAVD 88 ORTHO HEIGHT -   609.04  (meters)     1998.2   (feet) RESET
 ML1203  ______________________________________________________________________
 ML1203  GEOID HEIGHT    -        -24.473 (meters)                     GEOID18
 ML1203  VERT ORDER      -  THIRD
 ML1203
 ML1203.The horizontal coordinates were scaled from a map and have
 ML1203.an estimated accuracy of +/- 6 seconds.
 ML1203
 ML1203.The orthometric height was computed from unverified reset data.
 ML1203
 ML1203.No vertical observational check was made to the station.
 ML1203
 ML1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1203.GEOID18 height accuracy estimate available here.
 ML1203
 ML1203.Click photographs - Photos may exist for this station.
 ML1203
 ML1203;                    North         East    Units  Estimated Accuracy
 ML1203;SPC NE       -   130,800.      610,430.      MT  (+/- 180 meters Scaled)
 ML1203
 ML1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL263392(NAD 83)
 ML1203
 ML1203                          SUPERSEDED SURVEY CONTROL
 ML1203
 ML1203  NGVD 29 (01/31/13)  608.80   (m)         1997.4    (f) RESET       3  
 ML1203
 ML1203.Superseded values are not recommended for survey control.
 ML1203
 ML1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1203.See file dsdata.pdf to determine how the superseded data were derived.
 ML1203
 ML1203_MARKER: DV = VERTICAL CONTROL DISK
 ML1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1203_STAMPING: X 284 RESET 1992
 ML1203_MARK LOGO: NGS
 ML1203_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1203+STABILITY: SURFACE MOTION
 ML1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1203+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1203
 ML1203  HISTORY     - Date     Condition        Report By
 ML1203  HISTORY     - 1992     MONUMENTED       NEDR
 ML1203
 ML1203                          STATION DESCRIPTION
 ML1203
 ML1203'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1203'ABOUT 6.84 KM (4.25 MI) WEST FROM CAIRO, 3.06 KM (1.90 MI) EAST FROM
 ML1203'THE HALL BUFFALO COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1203'HIGHWAY 2 AND IN THE SE1/4, SEC17, T12N, R12W.  TO REACH THE MARK
 ML1203'FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 11, IN CAIRO, GO WEST
 ML1203'ON HIGHWAY 2 FOR 6.84 KM (4.25 MI) TO THE MARK ON THE RIGHT, IN THE
 ML1203'TOP OF A ROUND CONCRETE MONUMENT, THAT PROJECTS ABOUT 0.3 FT (0.1 M)
 ML1203'ABOUT THE GROUND SURFACE.  IT IS 27.12 M (88.98 FT) NORTH FROM THE
 ML1203'CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS
 ML1203'POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0327 ***********************************************************************
 ML0327  DESIGNATION -  X 285
 ML0327  PID         -  ML0327
 ML0327  STATE/COUNTY-  NE/SHERMAN
 ML0327  COUNTRY     -  US
 ML0327  USGS QUAD   -  ROCKVILLE (2017)
 ML0327
 ML0327                         *CURRENT SURVEY CONTROL
 ML0327  ______________________________________________________________________
 ML0327* NAD 83(1986) POSITION- 41 05 23.     (N) 098 47 27.     (W)   SCALED
 ML0327* NAVD 88 ORTHO HEIGHT -   596.673 (meters)     1957.58  (feet) ADJUSTED
 ML0327  ______________________________________________________________________
 ML0327  GEOID HEIGHT    -        -24.286 (meters)                     GEOID18
 ML0327  DYNAMIC HEIGHT  -        596.363 (meters)     1956.57  (feet) COMP
 ML0327  MODELED GRAVITY -    980,086.7   (mgal)                       NAVD 88
 ML0327
 ML0327  VERT ORDER      -  FIRST     CLASS II
 ML0327
 ML0327.The horizontal coordinates were scaled from a map and have
 ML0327.an estimated accuracy of +/- 6 seconds.
 ML0327
 ML0327.The orthometric height was determined by differential leveling and
 ML0327.adjusted by the NATIONAL GEODETIC SURVEY
 ML0327.in June 1991.
 ML0327
 ML0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0327.GEOID18 height accuracy estimate available here.
 ML0327
 ML0327.Click photographs - Photos may exist for this station.
 ML0327
 ML0327.The dynamic height is computed by dividing the NAVD 88
 ML0327.geopotential number by the normal gravity value computed on the
 ML0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0327.degrees latitude (g = 980.6199 gals.).
 ML0327
 ML0327.The modeled gravity was interpolated from observed gravity values.
 ML0327
 ML0327;                    North         East    Units  Estimated Accuracy
 ML0327;SPC NE       -   140,200.      601,560.      MT  (+/- 180 meters Scaled)
 ML0327
 ML0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL175487(NAD 83)
 ML0327
 ML0327                          SUPERSEDED SURVEY CONTROL
 ML0327
 ML0327  NGVD 29 (??/??/92)  596.431  (m)         1956.79   (f) ADJ UNCH    1 2
 ML0327
 ML0327.Superseded values are not recommended for survey control.
 ML0327
 ML0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0327.See file dsdata.pdf to determine how the superseded data were derived.
 ML0327
 ML0327_MARKER: DB = BENCH MARK DISK
 ML0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0327_STAMPING: X 285 1949
 ML0327_MARK LOGO: CGS
 ML0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0327+STABILITY: SURFACE MOTION
 ML0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0327+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 ML0327
 ML0327  HISTORY     - Date     Condition        Report By
 ML0327  HISTORY     - 1949     MONUMENTED       CGS
 ML0327  HISTORY     - 1985     GOOD             NGS
 ML0327  HISTORY     - 20220815 GOOD             NEGS
 ML0327
 ML0327                          STATION DESCRIPTION
 ML0327
 ML0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0327'2.9 MI SE FROM ROCKVILLE.
 ML0327'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 58 FROM THE JUNCTION
 ML0327'OF STATE HIGHWAY NO. 58 WITH STATE HIGHWAY NO. 68 AT ROCKVILLE,
 ML0327'AT A PRIVATE ROAD CROSSING, 118 FEET SOUTH OF THE PROJECTED CENTER
 ML0327'LINE OF A SIDE ROAD LEADING EAST, 45 FEET SOUTHWEST OF THE CENTER
 ML0327'LINE OF THE HIGHWAY, 44 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ML0327'THE TRACK, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE PRIVATE
 ML0327'ROAD, 2.5 FEET SOUTHEAST OF THE THIRD POLE SOUTHEAST OF MILEPOST
 ML0327'NO. 23, 2 FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A
 ML0327'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5
 ML0327'FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 ML0327'MARK IS LOCATED 0.8 MILE NORTHWEST OF BENCH MARK W 285.
 ML0327
 ML0327                          STATION RECOVERY (1985)
 ML0327
 ML0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0327'4.26 KM (2.65 MI) SOUTHEAST ALONG STATE HIGHWAY 58, FROM THE JUNCTION
 ML0327'WITH STATE HIGHWAY 68 AT ROCKVILLE, AT A ROAD LEADING EAST ON THE
 ML0327'LEFT AND A FARM DRIVE AND THE MARK ON THE RIGHT, 36.6 M (120 FT)
 ML0327'SOUTH OF THE PROJECTED CENTERLINE OF THE ROAD GOING EAST, 19.5 M
 ML0327'(64.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.0
 ML0327'FT) SOUTHEAST FROM THE CENTERLINE OF THE DRIVEWAY.
 ML0327
 ML0327                          STATION RECOVERY (2022)
 ML0327
 ML0327'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JN)
 ML0327'TO REACH FROM THE JUNCTION OF PAWNEE STREET AND NE. HIGHWAY 58 IN
 ML0327'BOELUS, NE., GO WEST ON NE. HIGHWAY 58 APPROXIMATELY 3.99 MI (6.42 KM)
 ML0327'TO MILE POST 24.66.  MARK ON THE SOUTHWEST SIDE OF NE. HIGHWAY 58.
 ML0327'THE MARK IS 17.0 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF A FARM
 ML0327'DRIVE (SOUTH) AND 64.0 FT (19.5 M) SOUTHWEST OF THE CENTERLINE OF NE.
 ML0327'HIGHWAY 58.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0496 ***********************************************************************
 LH0496  DESIGNATION -  X 286
 LH0496  PID         -  LH0496
 LH0496  STATE/COUNTY-  NE/HALL
 LH0496  COUNTRY     -  US
 LH0496  USGS QUAD   -  PROSSER (2017)
 LH0496
 LH0496                         *CURRENT SURVEY CONTROL
 LH0496  ______________________________________________________________________
 LH0496* NAD 83(1986) POSITION- 40 44 33.     (N) 098 35 18.     (W)   SCALED
 LH0496* NAVD 88 ORTHO HEIGHT -   597.835 (meters)     1961.40  (feet) ADJUSTED
 LH0496  ______________________________________________________________________
 LH0496  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 LH0496  DYNAMIC HEIGHT  -        597.507 (meters)     1960.32  (feet) COMP
 LH0496  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 LH0496
 LH0496  VERT ORDER      -  SECOND    CLASS 0
 LH0496
 LH0496.The horizontal coordinates were scaled from a map and have
 LH0496.an estimated accuracy of +/- 6 seconds.
 LH0496
 LH0496.The orthometric height was determined by differential leveling and
 LH0496.adjusted by the NATIONAL GEODETIC SURVEY
 LH0496.in June 1991.
 LH0496
 LH0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0496.GEOID18 height accuracy estimate available here.
 LH0496
 LH0496.Click photographs - Photos may exist for this station.
 LH0496
 LH0496.The dynamic height is computed by dividing the NAVD 88
 LH0496.geopotential number by the normal gravity value computed on the
 LH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0496.degrees latitude (g = 980.6199 gals.).
 LH0496
 LH0496.The modeled gravity was interpolated from observed gravity values.
 LH0496
 LH0496;                    North         East    Units  Estimated Accuracy
 LH0496;SPC NE       -   101,920.      619,200.      MT  (+/- 180 meters Scaled)
 LH0496
 LH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347102(NAD 83)
 LH0496
 LH0496                          SUPERSEDED SURVEY CONTROL
 LH0496
 LH0496  NGVD 29 (??/??/92)  597.585  (m)         1960.58   (f) ADJ UNCH    2 0
 LH0496
 LH0496.Superseded values are not recommended for survey control.
 LH0496
 LH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0496.See file dsdata.pdf to determine how the superseded data were derived.
 LH0496
 LH0496_MARKER: DB = BENCH MARK DISK
 LH0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0496_STAMPING: X 286 1949
 LH0496_MARK LOGO: CGS
 LH0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0496+STABILITY: SURFACE MOTION
 LH0496
 LH0496  HISTORY     - Date     Condition        Report By
 LH0496  HISTORY     - 1949     MONUMENTED       CGS
 LH0496
 LH0496                          STATION DESCRIPTION
 LH0496
 LH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0496'6.4 MI S FROM WOOD RIVER.
 LH0496'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0496'STATION AT WOOD RIVER, THENCE 5.5 MILES SOUTH ALONG A GRAVELED
 LH0496'ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, AT THE JUNCTION
 LH0496'OF A T ROAD LEADING SOUTH, 172 FEET WEST OF THE CENTER LINE OF
 LH0496'THE T ROAD LEADING SOUTH, 36 FEET SOUTH OF THE CENTER LINE OF AN
 LH0496'EAST-WEST ROAD, 2.0 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A
 LH0496'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0496'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0440 ***********************************************************************
 LH0440  DESIGNATION -  X 287
 LH0440  PID         -  LH0440
 LH0440  STATE/COUNTY-  NE/HALL
 LH0440  COUNTRY     -  US
 LH0440  USGS QUAD   -  DENMAN (2017)
 LH0440
 LH0440                         *CURRENT SURVEY CONTROL
 LH0440  ______________________________________________________________________
 LH0440* NAD 83(1986) POSITION- 40 43 26.93   (N) 098 38 26.24   (W)   HD_HELD1
 LH0440* NAVD 88 ORTHO HEIGHT -   605.207 (meters)     1985.58  (feet) ADJUSTED
 LH0440  ______________________________________________________________________
 LH0440  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 LH0440  DYNAMIC HEIGHT  -        604.873 (meters)     1984.49  (feet) COMP
 LH0440  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 LH0440
 LH0440  VERT ORDER      -  SECOND    CLASS 0
 LH0440
 LH0440.The horizontal coordinates were determined by differentially corrected
 LH0440.hand held GPS observations or other comparable positioning techniques
 LH0440.and have an estimated accuracy of +/- 3 meters.
 LH0440
 LH0440.The orthometric height was determined by differential leveling and
 LH0440.adjusted by the NATIONAL GEODETIC SURVEY
 LH0440.in June 1991.
 LH0440
 LH0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0440.GEOID18 height accuracy estimate available here.
 LH0440
 LH0440.Click photographs - Photos may exist for this station.
 LH0440
 LH0440.The dynamic height is computed by dividing the NAVD 88
 LH0440.geopotential number by the normal gravity value computed on the
 LH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0440.degrees latitude (g = 980.6199 gals.).
 LH0440
 LH0440.The modeled gravity was interpolated from observed gravity values.
 LH0440
 LH0440;                    North         East    Units  Estimated Accuracy
 LH0440;SPC NE       -    99,808.3     614,813.7     MT  (+/- 3 meters HH1 GPS) 
 LH0440
 LH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3034908197(NAD 83)
 LH0440
 LH0440                          SUPERSEDED SURVEY CONTROL
 LH0440
 LH0440  NGVD 29 (??/??/92)  604.956  (m)         1984.76   (f) ADJ UNCH    2 0
 LH0440
 LH0440.Superseded values are not recommended for survey control.
 LH0440
 LH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0440.See file dsdata.pdf to determine how the superseded data were derived.
 LH0440
 LH0440_MARKER: DB = BENCH MARK DISK
 LH0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0440_STAMPING: X 287 1949
 LH0440_MARK LOGO: CGS
 LH0440_PROJECTION: PROJECTING 38 CENTIMETERS
 LH0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0440+STABILITY: SURFACE MOTION
 LH0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0440+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2020
 LH0440
 LH0440  HISTORY     - Date     Condition        Report By
 LH0440  HISTORY     - 1949     MONUMENTED       CGS
 LH0440  HISTORY     - 20200922 GOOD             NE-079
 LH0440
 LH0440                          STATION DESCRIPTION
 LH0440
 LH0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0440'4.9 MI E FROM DENMAN.
 LH0440'4.9 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0440'SCHOOL AT DENMAN, ON THE OUTSIDE OF A RIGHTHAND CURVE IN THE
 LH0440'ROAD, 39 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD FROM A
 LH0440'POINT IN THE CENTER OF THE CURVE, 3.0 FEET NORTHWEST OF A FENCE,
 LH0440'1.7 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0440'5.5-FOOT CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LH0440
 LH0440                          STATION RECOVERY (2020)
 LH0440
 LH0440'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0440'THE MARK IS 0.78 MI (1.26 KM) WEST OF THE INTERSECTION OF 150TH ROAD
 LH0440'AND DENMAN ROAD, 45.0 FT (13.7 M) NORTHWEST OF THE CENTERLINE OF
 LH0440'DENMAN ROAD, 1.5 FT (0.5 M) SOUTHWEST OF A STEEL POST, 11.6 FT (3.5 M)
 LH0440'SOUTHWEST OF A FENCE BRACE POST, 9.4 FT (2.9 M) SOUTH OF A CORNER
 LH0440'FENCE POST AND 9.2 FT (2.8 M) SOUTHEAST OF A FENCE BRACE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0460 ***********************************************************************
 LH0460  DESIGNATION -  X 288
 LH0460  PID         -  LH0460
 LH0460  STATE/COUNTY-  NE/KEARNEY
 LH0460  COUNTRY     -  US
 LH0460  USGS QUAD   -  NEWARK (2017)
 LH0460
 LH0460                         *CURRENT SURVEY CONTROL
 LH0460  ______________________________________________________________________
 LH0460* NAD 83(1986) POSITION- 40 38 32.     (N) 098 54 48.     (W)   SCALED
 LH0460* NAVD 88 ORTHO HEIGHT -   635.063 (meters)     2083.54  (feet) ADJUSTED
 LH0460  ______________________________________________________________________
 LH0460  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 LH0460  DYNAMIC HEIGHT  -        634.700 (meters)     2082.34  (feet) COMP
 LH0460  MODELED GRAVITY -    980,032.3   (mgal)                       NAVD 88
 LH0460
 LH0460  VERT ORDER      -  SECOND    CLASS 0
 LH0460
 LH0460.The horizontal coordinates were scaled from a map and have
 LH0460.an estimated accuracy of +/- 6 seconds.
 LH0460
 LH0460.The orthometric height was determined by differential leveling and
 LH0460.adjusted by the NATIONAL GEODETIC SURVEY
 LH0460.in June 1991.
 LH0460
 LH0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0460.GEOID18 height accuracy estimate available here.
 LH0460
 LH0460.Click photographs - Photos may exist for this station.
 LH0460
 LH0460.The dynamic height is computed by dividing the NAVD 88
 LH0460.geopotential number by the normal gravity value computed on the
 LH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0460.degrees latitude (g = 980.6199 gals.).
 LH0460
 LH0460.The modeled gravity was interpolated from observed gravity values.
 LH0460
 LH0460;                    North         East    Units  Estimated Accuracy
 LH0460;SPC NE       -    90,390.      591,900.      MT  (+/- 180 meters Scaled)
 LH0460
 LH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK073990(NAD 83)
 LH0460
 LH0460                          SUPERSEDED SURVEY CONTROL
 LH0460
 LH0460  NGVD 29 (??/??/92)  634.803  (m)         2082.68   (f) ADJ UNCH    2 0
 LH0460
 LH0460.Superseded values are not recommended for survey control.
 LH0460
 LH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0460.See file dsdata.pdf to determine how the superseded data were derived.
 LH0460
 LH0460_MARKER: DB = BENCH MARK DISK
 LH0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0460_STAMPING: X 288 1949
 LH0460_MARK LOGO: CGS
 LH0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0460+STABILITY: SURFACE MOTION
 LH0460
 LH0460  HISTORY     - Date     Condition        Report By
 LH0460  HISTORY     - 1949     MONUMENTED       CGS
 LH0460  HISTORY     - 20060512 MARK NOT FOUND   NEDR
 LH0460
 LH0460                          STATION DESCRIPTION
 LH0460
 LH0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0460'2.8 MI E FROM NEWARK.
 LH0460'0.7 MILE EAST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY SCHOOL
 LH0460'AT NEWARK, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 LH0460'0.1 MILE NORTH ALONG A GRAVELED ROAD, 106.0 FEET SOUTHEAST OF
 LH0460'THE SOUTHEAST CORNER OF BRIDGE 13.62 ON THE CHICAGO, BURLINGTON
 LH0460'AND QUINCY RAILROAD, 79 FEET EAST OF THE CENTER LINE OF A
 LH0460'NORTH-SOUTH ROAD, 46.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 LH0460'1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.6 FEET EAST OF A
 LH0460'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0460'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0460
 LH0460                          STATION RECOVERY (2006)
 LH0460
 LH0460'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0460'RAILROAD TRACKS ARE GONE AND FARMER FARMS GROUND NOW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0730 ***********************************************************************
 ML0730  DESIGNATION -  X 289
 ML0730  PID         -  ML0730
 ML0730  STATE/COUNTY-  NE/BUFFALO
 ML0730  COUNTRY     -  US
 ML0730  USGS QUAD   -  HAZARD (2017)
 ML0730
 ML0730                         *CURRENT SURVEY CONTROL
 ML0730  ______________________________________________________________________
 ML0730* NAD 83(1986) POSITION- 41 02 49.     (N) 099 01 17.     (W)   SCALED
 ML0730* NAVD 88 ORTHO HEIGHT -   623.885 (meters)     2046.86  (feet) ADJUSTED
 ML0730  ______________________________________________________________________
 ML0730  GEOID HEIGHT    -        -24.040 (meters)                     GEOID18
 ML0730  DYNAMIC HEIGHT  -        623.554 (meters)     2045.78  (feet) COMP
 ML0730  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 ML0730
 ML0730  VERT ORDER      -  SECOND    CLASS 0
 ML0730
 ML0730.The horizontal coordinates were scaled from a map and have
 ML0730.an estimated accuracy of +/- 6 seconds.
 ML0730
 ML0730.The orthometric height was determined by differential leveling and
 ML0730.adjusted by the NATIONAL GEODETIC SURVEY
 ML0730.in June 1991.
 ML0730
 ML0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0730.GEOID18 height accuracy estimate available here.
 ML0730
 ML0730.Click photographs - Photos may exist for this station.
 ML0730
 ML0730.The dynamic height is computed by dividing the NAVD 88
 ML0730.geopotential number by the normal gravity value computed on the
 ML0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0730.degrees latitude (g = 980.6199 gals.).
 ML0730
 ML0730.The modeled gravity was interpolated from observed gravity values.
 ML0730
 ML0730;                    North         East    Units  Estimated Accuracy
 ML0730;SPC NE       -   135,210.      582,250.      MT  (+/- 180 meters Scaled)
 ML0730
 ML0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML982439(NAD 83)
 ML0730
 ML0730                          SUPERSEDED SURVEY CONTROL
 ML0730
 ML0730  NGVD 29 (??/??/92)  623.642  (m)         2046.07   (f) ADJ UNCH    2 0
 ML0730
 ML0730.Superseded values are not recommended for survey control.
 ML0730
 ML0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0730.See file dsdata.pdf to determine how the superseded data were derived.
 ML0730
 ML0730_MARKER: DB = BENCH MARK DISK
 ML0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0730_SP_SET: BRIDGE ABUTMENT
 ML0730_STAMPING: X 289 1949
 ML0730_MARK LOGO: CGS
 ML0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0730
 ML0730  HISTORY     - Date     Condition        Report By
 ML0730  HISTORY     - 1949     MONUMENTED       CGS
 ML0730
 ML0730                          STATION DESCRIPTION
 ML0730
 ML0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0730'0.8 MI NW FROM SWEETWATER.
 ML0730'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 ML0730'AT SWEETWATER, THENCE 0.35 MILE WEST ALONG STATE HIGHWAYS 10
 ML0730'AND 45, 13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 ML0730'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A BRIDGE
 ML0730'OVER MUDDY CREEK, 3.0 FEET SOUTH OF THE EAST END OF THE SOUTH
 ML0730'BANNISTER OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0807 ***********************************************************************
 MK0807  DESIGNATION -  X 290
 MK0807  PID         -  MK0807
 MK0807  STATE/COUNTY-  NE/SARPY
 MK0807  COUNTRY     -  US
 MK0807  USGS QUAD   -  ASHLAND EAST (2017)
 MK0807
 MK0807                         *CURRENT SURVEY CONTROL
 MK0807  ______________________________________________________________________
 MK0807* NAD 83(1986) POSITION- 41 03 34.     (N) 096 16 23.     (W)   SCALED
 MK0807* NAVD 88 ORTHO HEIGHT -   374.436 (meters)     1228.46  (feet) ADJUSTED
 MK0807  ______________________________________________________________________
 MK0807  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 MK0807  DYNAMIC HEIGHT  -        374.283 (meters)     1227.96  (feet) COMP
 MK0807  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 MK0807
 MK0807  VERT ORDER      -  SECOND    CLASS 0
 MK0807
 MK0807.The horizontal coordinates were scaled from a map and have
 MK0807.an estimated accuracy of +/- 6 seconds.
 MK0807
 MK0807.The orthometric height was determined by differential leveling and
 MK0807.adjusted by the NATIONAL GEODETIC SURVEY
 MK0807.in June 1991.
 MK0807
 MK0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0807.GEOID18 height accuracy estimate available here.
 MK0807
 MK0807.Click photographs - Photos may exist for this station.
 MK0807
 MK0807.The dynamic height is computed by dividing the NAVD 88
 MK0807.geopotential number by the normal gravity value computed on the
 MK0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0807.degrees latitude (g = 980.6199 gals.).
 MK0807
 MK0807.The modeled gravity was interpolated from observed gravity values.
 MK0807
 MK0807;                    North         East    Units  Estimated Accuracy
 MK0807;SPC NE       -   142,880.      813,090.      MT  (+/- 180 meters Scaled)
 MK0807
 MK0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL291489(NAD 83)
 MK0807
 MK0807                          SUPERSEDED SURVEY CONTROL
 MK0807
 MK0807  NGVD 29 (??/??/92)  374.334  (m)         1228.13   (f) ADJ UNCH    2 0
 MK0807
 MK0807.Superseded values are not recommended for survey control.
 MK0807
 MK0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0807.See file dsdata.pdf to determine how the superseded data were derived.
 MK0807
 MK0807_MARKER: DB = BENCH MARK DISK
 MK0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0807_STAMPING: X 290 1950
 MK0807_MARK LOGO: CGS
 MK0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0807+STABILITY: SURFACE MOTION
 MK0807
 MK0807  HISTORY     - Date     Condition        Report By
 MK0807  HISTORY     - 1950     MONUMENTED       CGS
 MK0807
 MK0807                          STATION DESCRIPTION
 MK0807
 MK0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0807'3.1 MI SE FROM MELIA.
 MK0807'0.5 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0807'RAILROAD FROM THE STATION SIGN AT MELIA, THENCE 1.6 MILES SOUTH
 MK0807'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A GRAVELED
 MK0807'ROAD, 193 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK0807'ROAD, 115 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 MK0807'ROAD, 91 FEET WEST OF THE NORTHWEST CORNER OF A SCHOOL BUILDING,
 MK0807'53.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 1.5 FEET EAST
 MK0807'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0807'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0420 ***********************************************************************
 LH0420  DESIGNATION -  X 291
 LH0420  PID         -  LH0420
 LH0420  STATE/COUNTY-  NE/BUFFALO
 LH0420  COUNTRY     -  US
 LH0420  USGS QUAD   -  SHELTON (2017)
 LH0420
 LH0420                         *CURRENT SURVEY CONTROL
 LH0420  ______________________________________________________________________
 LH0420* NAD 83(1986) POSITION- 40 51 30.     (N) 098 44 26.     (W)   SCALED
 LH0420* NAVD 88 ORTHO HEIGHT -   614.050 (meters)     2014.60  (feet) ADJUSTED
 LH0420  ______________________________________________________________________
 LH0420  GEOID HEIGHT    -        -24.618 (meters)                     GEOID18
 LH0420  DYNAMIC HEIGHT  -        613.712 (meters)     2013.49  (feet) COMP
 LH0420  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 LH0420
 LH0420  VERT ORDER      -  FIRST     CLASS II
 LH0420
 LH0420.The horizontal coordinates were scaled from a map and have
 LH0420.an estimated accuracy of +/- 6 seconds.
 LH0420
 LH0420.The orthometric height was determined by differential leveling and
 LH0420.adjusted by the NATIONAL GEODETIC SURVEY
 LH0420.in June 1991.
 LH0420
 LH0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0420.GEOID18 height accuracy estimate available here.
 LH0420
 LH0420.Click photographs - Photos may exist for this station.
 LH0420
 LH0420.The dynamic height is computed by dividing the NAVD 88
 LH0420.geopotential number by the normal gravity value computed on the
 LH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0420.degrees latitude (g = 980.6199 gals.).
 LH0420
 LH0420.The modeled gravity was interpolated from observed gravity values.
 LH0420
 LH0420;                    North         East    Units  Estimated Accuracy
 LH0420;SPC NE       -   114,580.      606,160.      MT  (+/- 180 meters Scaled)
 LH0420
 LH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218230(NAD 83)
 LH0420
 LH0420                          SUPERSEDED SURVEY CONTROL
 LH0420
 LH0420  NGVD 29 (??/??/92)  613.793  (m)         2013.75   (f) ADJ UNCH    1 2
 LH0420
 LH0420.Superseded values are not recommended for survey control.
 LH0420
 LH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0420.See file dsdata.pdf to determine how the superseded data were derived.
 LH0420
 LH0420_MARKER: DB = BENCH MARK DISK
 LH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0420_STAMPING: X 291 1949
 LH0420_MARK LOGO: CGS
 LH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0420+STABILITY: SURFACE MOTION
 LH0420
 LH0420  HISTORY     - Date     Condition        Report By
 LH0420  HISTORY     - 1949     MONUMENTED       CGS
 LH0420
 LH0420                          STATION DESCRIPTION
 LH0420
 LH0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0420'5.5 MI N FROM SHELTON.
 LH0420'5.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0420'SHELTON, AT THE NORTHWEST CORNER OF SECTION 12, T. 10 N., R.
 LH0420'13 W., IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 34
 LH0420'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET
 LH0420'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 6 FEET NORTH OF
 LH0420'A POWER LINE GUY POLE, 2 FEET EAST OF A CORNER FENCE POST, 1.1
 LH0420'FEET NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET
 LH0420'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0420'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0631 ***********************************************************************
 LH0631  DESIGNATION -  X 292
 LH0631  PID         -  LH0631
 LH0631  STATE/COUNTY-  NE/BUFFALO
 LH0631  COUNTRY     -  US
 LH0631  USGS QUAD   -  AMHERST (2017)
 LH0631
 LH0631                         *CURRENT SURVEY CONTROL
 LH0631  ______________________________________________________________________
 LH0631* NAD 83(1986) POSITION- 40 49 37.06   (N) 099 15 17.89   (W)   HD_HELD1
 LH0631* NAVD 88 ORTHO HEIGHT -   679.077 (meters)     2227.94  (feet) ADJUSTED
 LH0631  ______________________________________________________________________
 LH0631  GEOID HEIGHT    -        -24.149 (meters)                     GEOID18
 LH0631  DYNAMIC HEIGHT  -        678.689 (meters)     2226.67  (feet) COMP
 LH0631  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 LH0631
 LH0631  VERT ORDER      -  SECOND    CLASS 0
 LH0631
 LH0631.The horizontal coordinates were determined by differentially corrected
 LH0631.hand held GPS observations or other comparable positioning techniques
 LH0631.and have an estimated accuracy of +/- 3 meters.
 LH0631
 LH0631.The orthometric height was determined by differential leveling and
 LH0631.adjusted by the NATIONAL GEODETIC SURVEY
 LH0631.in June 1991.
 LH0631
 LH0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0631.GEOID18 height accuracy estimate available here.
 LH0631
 LH0631.Click photographs - Photos may exist for this station.
 LH0631
 LH0631.The dynamic height is computed by dividing the NAVD 88
 LH0631.geopotential number by the normal gravity value computed on the
 LH0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0631.degrees latitude (g = 980.6199 gals.).
 LH0631
 LH0631.The modeled gravity was interpolated from observed gravity values.
 LH0631
 LH0631;                    North         East    Units  Estimated Accuracy
 LH0631;SPC NE       -   110,590.8     562,829.1     MT  (+/- 3 meters HH1 GPS) 
 LH0631
 LH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7850019579(NAD 83)
 LH0631
 LH0631                          SUPERSEDED SURVEY CONTROL
 LH0631
 LH0631  NGVD 29 (??/??/92)  678.821  (m)         2227.10   (f) ADJ UNCH    2 0
 LH0631
 LH0631.Superseded values are not recommended for survey control.
 LH0631
 LH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0631.See file dsdata.pdf to determine how the superseded data were derived.
 LH0631
 LH0631_MARKER: DB = BENCH MARK DISK
 LH0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0631_STAMPING: X 292 1949
 LH0631_MARK LOGO: CGS
 LH0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0631+STABILITY: SURFACE MOTION
 LH0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0631+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0631
 LH0631  HISTORY     - Date     Condition        Report By
 LH0631  HISTORY     - 1949     MONUMENTED       CGS
 LH0631  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0631  HISTORY     - 19930726 POOR             NGS
 LH0631
 LH0631                          STATION DESCRIPTION
 LH0631
 LH0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0631'1 MI SE FROM AMHERST.
 LH0631'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0631'PACIFIC RAILROAD STATION AT AMHERST, AT A Y-JUNCTION OF ROADS,
 LH0631'BETWEEN THE HIGHWAY AND THE TRACKS, 46.2 FEET NORTHEAST OF THE
 LH0631'NORTHEAST RAIL OF THE TRACK, 95 FEET EAST OF THE CENTER LINE OF
 LH0631'THE SIDE ROAD LEADING SOUTH, 42 FEET SOUTHWEST OF THE CENTER
 LH0631'LINE OF THE HIGHWAY, 3.3 FEET NORTHWEST OF A TELEPHONE POLE, 1.4
 LH0631'FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE
 LH0631'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0631'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0631
 LH0631                          STATION RECOVERY (1983)
 LH0631
 LH0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0631'MARK NOT FOUND.
 LH0631
 LH0631                          STATION RECOVERY (1993)
 LH0631
 LH0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0631'THE MARK WAS RECOVERED IN POOR CONDITION, SINCE IT LEANS VISIBLY TO
 LH0631'THE SOUTH.  THIS MARK SHOULD BE USED WITH EXTREME CAUTION.  IT IS
 LH0631'LOCATED ABOUT 1.61 KM (1.00 MI) SOUTHEAST FROM AMHERST, ON THE SOUTH
 LH0631'RIGHT-OF-WAY OF STATE HIGHWAY 40 AND IN THE NW1/4, SEC22, T10N, R17W.
 LH0631'IT IS 95 FT (29.0 M) EAST FROM THE CENTERLINE OF A NORTH/SOUTH GRADED
 LH0631'ROAD, 42 FT (12.8 M) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 1.0
 LH0631'FT (0.3 M) NORTH FROM A WITNESS POST AND PROJECTS ABOUT 0.3 FT (9.1
 LH0631'CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0570 ***********************************************************************
 LH0570  DESIGNATION -  X 293
 LH0570  PID         -  LH0570
 LH0570  STATE/COUNTY-  NE/BUFFALO
 LH0570  COUNTRY     -  US
 LH0570  USGS QUAD   -  PLEASANTON (2017)
 LH0570
 LH0570                         *CURRENT SURVEY CONTROL
 LH0570  ______________________________________________________________________
 LH0570* NAD 83(1986) POSITION- 40 58 35.     (N) 099 04 56.     (W)   SCALED
 LH0570* NAVD 88 ORTHO HEIGHT -   643.536 (meters)     2111.33  (feet) ADJUSTED
 LH0570  ______________________________________________________________________
 LH0570  GEOID HEIGHT    -        -24.036 (meters)                     GEOID18
 LH0570  DYNAMIC HEIGHT  -        643.191 (meters)     2110.20  (feet) COMP
 LH0570  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 LH0570
 LH0570  VERT ORDER      -  SECOND    CLASS 0
 LH0570
 LH0570.The horizontal coordinates were scaled from a map and have
 LH0570.an estimated accuracy of +/- 6 seconds.
 LH0570
 LH0570.The orthometric height was determined by differential leveling and
 LH0570.adjusted by the NATIONAL GEODETIC SURVEY
 LH0570.in June 1991.
 LH0570
 LH0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0570.GEOID18 height accuracy estimate available here.
 LH0570
 LH0570.Click photographs - Photos may exist for this station.
 LH0570
 LH0570.The dynamic height is computed by dividing the NAVD 88
 LH0570.geopotential number by the normal gravity value computed on the
 LH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0570.degrees latitude (g = 980.6199 gals.).
 LH0570
 LH0570.The modeled gravity was interpolated from observed gravity values.
 LH0570
 LH0570;                    North         East    Units  Estimated Accuracy
 LH0570;SPC NE       -   127,320.      577,220.      MT  (+/- 180 meters Scaled)
 LH0570
 LH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML930361(NAD 83)
 LH0570
 LH0570                          SUPERSEDED SURVEY CONTROL
 LH0570
 LH0570  NGVD 29 (??/??/92)  643.295  (m)         2110.54   (f) ADJ UNCH    2 0
 LH0570
 LH0570.Superseded values are not recommended for survey control.
 LH0570
 LH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0570.See file dsdata.pdf to determine how the superseded data were derived.
 LH0570
 LH0570_MARKER: DB = BENCH MARK DISK
 LH0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0570_STAMPING: X 293 1949
 LH0570_MARK LOGO: CGS
 LH0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0570+STABILITY: SURFACE MOTION
 LH0570
 LH0570  HISTORY     - Date     Condition        Report By
 LH0570  HISTORY     - 1949     MONUMENTED       CGS
 LH0570  HISTORY     - 1978     GOOD             LOCENG
 LH0570  HISTORY     - 19910123 GOOD             NEDR
 LH0570  HISTORY     - 20190917 MARK NOT FOUND   NDOT
 LH0570
 LH0570                          STATION DESCRIPTION
 LH0570
 LH0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0570'0.9 MI N FROM PLEASANTON.
 LH0570'0.9 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0570'PLEASANTON, BUFFALO COUNTY, 0.1 MILE NORTH OF A CURVE WITH
 LH0570'TANGENTS LEADING NORTH AND WEST, 225 FEET SOUTH OF A STEEL BRIDGE,
 LH0570'48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTH
 LH0570'OF A POLE, 0.6 FOOT EAST OF A FENCE, AND 1.1 FEET SOUTH OF A
 LH0570'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 293
 LH0570'1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 LH0570'FOOT ABOVE GROUND.
 LH0570
 LH0570                          STATION RECOVERY (1978)
 LH0570
 LH0570'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LH0570'FOUND 424 FT. SOUTH OF THE PRESENT STEEL BRIDGE 141 FT. WEST OF C/L
 LH0570'RT. 10 47 FT. WEST OF WEST ROW FENCE.
 LH0570
 LH0570                          STATION RECOVERY (1991)
 LH0570
 LH0570'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 LH0570'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND THE MAIN STREET
 LH0570'ENTRANCE INTO THE CITY OF PLEASANTON, GO NORTH ON HIGHWAY 10 FOR 0.65
 LH0570'MI (1.05 KM) TO THE MARK ON THE LEFT, 403 FT (122.8 M) SOUTH FROM THE
 LH0570'SOUTH END OF BRIDGE NUMBER 07633, 146.0 FT (44.5 M) WEST FROM THE
 LH0570'CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M) EAST FROM A WITNESS POST AND
 LH0570'SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.6 FT (18.3 CM)
 LH0570'ABOVE THE GROUND SURFACE.
 LH0570
 LH0570                          STATION RECOVERY (2019)
 LH0570
 LH0570'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF TRANSPORTATION 2019 (MH)
 LH0570'SEARCHED FOR - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0659 ***********************************************************************
 LH0659  DESIGNATION -  X 294 RESET
 LH0659  PID         -  LH0659
 LH0659  STATE/COUNTY-  NE/BUFFALO
 LH0659  COUNTRY     -  US
 LH0659  USGS QUAD   -  MILLER NE (2017)
 LH0659
 LH0659                         *CURRENT SURVEY CONTROL
 LH0659  ______________________________________________________________________
 LH0659* NAD 83(1986) POSITION- 40 54 29.45   (N) 099 20 25.28   (W)   HD_HELD1
 LH0659* NAVD 88 ORTHO HEIGHT -   698.72  (meters)     2292.4   (feet) RESET
 LH0659  ______________________________________________________________________
 LH0659  GEOID HEIGHT    -        -23.954 (meters)                     GEOID18
 LH0659  VERT ORDER      -  THIRD
 LH0659
 LH0659.The horizontal coordinates were determined by differentially corrected
 LH0659.hand held GPS observations or other comparable positioning techniques
 LH0659.and have an estimated accuracy of +/- 3 meters.
 LH0659
 LH0659.The orthometric height was computed from unverified reset data.
 LH0659
 LH0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0659.GEOID18 height accuracy estimate available here.
 LH0659
 LH0659.Click photographs - Photos may exist for this station.
 LH0659
 LH0659;                    North         East    Units  Estimated Accuracy
 LH0659;SPC NE       -   119,549.1     555,559.7     MT  (+/- 3 meters HH1 GPS) 
 LH0659
 LH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7133528620(NAD 83)
 LH0659
 LH0659                          SUPERSEDED SURVEY CONTROL
 LH0659
 LH0659  NGVD 29 (??/??/??)  698.46   (m)         2291.5    (f) RESET       3  
 LH0659
 LH0659.Superseded values are not recommended for survey control.
 LH0659
 LH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0659.See file dsdata.pdf to determine how the superseded data were derived.
 LH0659
 LH0659_MARKER: DB = BENCH MARK DISK
 LH0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0659_STAMPING: X 294 RESET 1963
 LH0659_MARK LOGO: CGS
 LH0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0659+STABILITY: SURFACE MOTION
 LH0659
 LH0659  HISTORY     - Date     Condition        Report By
 LH0659  HISTORY     - 1963     MONUMENTED       NEDR
 LH0659  HISTORY     - 1983     GOOD
 LH0659
 LH0659                          STATION DESCRIPTION
 LH0659
 LH0659'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 LH0659'2.9 MI SE FROM MILLER.
 LH0659'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE JUNCTION
 LH0659'OF STATE HIGHWAY NO. 40 WITH U.S. HIGHWAY NO. 183 AT MILLER,
 LH0659'NEBRASKA, 308 FEET NORTH OF A ROAD CROSSING, 244 FEET NORTHEAST
 LH0659'OF MILEPOST NO. 23, 112 FEET NORTHEAST OF THE CENTERLINE OF
 LH0659'HIGHWAY NO. 40, 41 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD,
 LH0659'6 FEET NORTHWEST OF EAST R.O.W. MARKER, 81 FEET SOUTHEAST OF
 LH0659'WEST R.O.W. MARKER, 1 FOOT SOUTH OF NORTHWEST-SOUTHEAST FENCE
 LH0659'LINE, AND SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 8
 LH0659'FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0659
 LH0659                          STATION RECOVERY (1983)
 LH0659
 LH0659'RECOVERED 1983
 LH0659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0127 ***********************************************************************
 LG0127  DESIGNATION -  X 295
 LG0127  PID         -  LG0127
 LG0127  STATE/COUNTY-  NE/CASS
 LG0127  COUNTRY     -  US
 LG0127  USGS QUAD   -  MANLEY (2017)
 LG0127
 LG0127                         *CURRENT SURVEY CONTROL
 LG0127  ______________________________________________________________________
 LG0127* NAD 83(1986) POSITION- 40 58 47.50   (N) 096 14 09.33   (W)   HD_HELD1
 LG0127* NAVD 88 ORTHO HEIGHT -   351.541 (meters)     1153.35  (feet) ADJUSTED
 LG0127  ______________________________________________________________________
 LG0127  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 LG0127  DYNAMIC HEIGHT  -        351.398 (meters)     1152.88  (feet) COMP
 LG0127  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 LG0127
 LG0127  VERT ORDER      -  SECOND    CLASS 0
 LG0127
 LG0127.The horizontal coordinates were determined by differentially corrected
 LG0127.hand held GPS observations or other comparable positioning techniques
 LG0127.and have an estimated accuracy of +/- 3 meters.
 LG0127
 LG0127.The orthometric height was determined by differential leveling and
 LG0127.adjusted by the NATIONAL GEODETIC SURVEY
 LG0127.in June 1991.
 LG0127
 LG0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0127.GEOID18 height accuracy estimate available here.
 LG0127
 LG0127.Click photographs - Photos may exist for this station.
 LG0127
 LG0127.The dynamic height is computed by dividing the NAVD 88
 LG0127.geopotential number by the normal gravity value computed on the
 LG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0127.degrees latitude (g = 980.6199 gals.).
 LG0127
 LG0127.The modeled gravity was interpolated from observed gravity values.
 LG0127
 LG0127;                    North         East    Units  Estimated Accuracy
 LG0127;SPC NE       -   134,187.8     816,592.6     MT  (+/- 3 meters HH1 GPS) 
 LG0127
 LG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3254640201(NAD 83)
 LG0127
 LG0127                          SUPERSEDED SURVEY CONTROL
 LG0127
 LG0127  NGVD 29 (??/??/92)  351.443  (m)         1153.03   (f) ADJ UNCH    2 0
 LG0127
 LG0127.Superseded values are not recommended for survey control.
 LG0127
 LG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0127.See file dsdata.pdf to determine how the superseded data were derived.
 LG0127
 LG0127_MARKER: DB = BENCH MARK DISK
 LG0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0127_STAMPING: X 295 1950
 LG0127_MARK LOGO: CGS
 LG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0127+STABILITY: SURFACE MOTION
 LG0127
 LG0127  HISTORY     - Date     Condition        Report By
 LG0127  HISTORY     - 1950     MONUMENTED       CGS
 LG0127
 LG0127                          STATION DESCRIPTION
 LG0127
 LG0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0127'2.9 MI SE FROM SOUTH BEND.
 LG0127'0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 LG0127'BEND, THENCE 1.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.9
 LG0127'MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 191 FEET
 LG0127'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 164 FEET
 LG0127'NORTH OF A FENCE CORNER, 21 FEET EAST OF THE CENTER LINE OF A
 LG0127'NORTH AND SOUTH ROAD, 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH
 LG0127'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0127'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0147 ***********************************************************************
 LG0147  DESIGNATION -  X 296
 LG0147  PID         -  LG0147
 LG0147  STATE/COUNTY-  NE/CASS
 LG0147  COUNTRY     -  US
 LG0147  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0147
 LG0147                         *CURRENT SURVEY CONTROL
 LG0147  ______________________________________________________________________
 LG0147* NAD 83(1986) POSITION- 40 54 54.     (N) 096 01 33.     (W)   SCALED
 LG0147* NAVD 88 ORTHO HEIGHT -   375.308 (meters)     1231.32  (feet) ADJUSTED
 LG0147  ______________________________________________________________________
 LG0147  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 LG0147  DYNAMIC HEIGHT  -        375.147 (meters)     1230.79  (feet) COMP
 LG0147  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 LG0147
 LG0147  VERT ORDER      -  SECOND    CLASS 0
 LG0147
 LG0147.The horizontal coordinates were scaled from a map and have
 LG0147.an estimated accuracy of +/- 6 seconds.
 LG0147
 LG0147.The orthometric height was determined by differential leveling and
 LG0147.adjusted by the NATIONAL GEODETIC SURVEY
 LG0147.in June 1991.
 LG0147
 LG0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0147.GEOID18 height accuracy estimate available here.
 LG0147
 LG0147.Click photographs - Photos may exist for this station.
 LG0147
 LG0147.The dynamic height is computed by dividing the NAVD 88
 LG0147.geopotential number by the normal gravity value computed on the
 LG0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0147.degrees latitude (g = 980.6199 gals.).
 LG0147
 LG0147.The modeled gravity was interpolated from observed gravity values.
 LG0147
 LG0147;                    North         East    Units  Estimated Accuracy
 LG0147;SPC NE       -   127,790.      834,580.      MT  (+/- 180 meters Scaled)
 LG0147
 LG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL504335(NAD 83)
 LG0147
 LG0147                          SUPERSEDED SURVEY CONTROL
 LG0147
 LG0147  NGVD 29 (??/??/92)  375.208  (m)         1230.99   (f) ADJ UNCH    2 0
 LG0147
 LG0147.Superseded values are not recommended for survey control.
 LG0147
 LG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0147.See file dsdata.pdf to determine how the superseded data were derived.
 LG0147
 LG0147_MARKER: DB = BENCH MARK DISK
 LG0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0147_STAMPING: X 296 1949
 LG0147_MARK LOGO: CGS
 LG0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0147+STABILITY: SURFACE MOTION
 LG0147
 LG0147  HISTORY     - Date     Condition        Report By
 LG0147  HISTORY     - 1949     MONUMENTED       CGS
 LG0147
 LG0147                          STATION DESCRIPTION
 LG0147
 LG0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0147'5.3 MI W FROM MURRAY.
 LG0147'5.3 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0147'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, AT RALPH WEAHRBEINES
 LG0147'FARM, 87 FEET EAST OF THE EAST ENTRANCE TO THE FARMHOUSE, 85 FEET
 LG0147'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTH OF THE
 LG0147'NORTH GATE POST OF A GARDEN FENCE, 1.2 FEET WEST OF THE GARDEN
 LG0147'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 LG0147'OF A 5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1005 ***********************************************************************
 MK1005  DESIGNATION -  X 297
 MK1005  PID         -  MK1005
 MK1005  STATE/COUNTY-  NE/SAUNDERS
 MK1005  COUNTRY     -  US
 MK1005  USGS QUAD   -  WAHOO EAST (2017)
 MK1005
 MK1005                         *CURRENT SURVEY CONTROL
 MK1005  ______________________________________________________________________
 MK1005* NAD 83(1986) POSITION- 41 14 15.     (N) 096 35 52.     (W)   SCALED
 MK1005* NAVD 88 ORTHO HEIGHT -   372.664 (meters)     1222.65  (feet) ADJUSTED
 MK1005  ______________________________________________________________________
 MK1005  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 MK1005  DYNAMIC HEIGHT  -        372.487 (meters)     1222.07  (feet) COMP
 MK1005  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 MK1005
 MK1005  VERT ORDER      -  SECOND    CLASS 0
 MK1005
 MK1005.This mark is at Wahoo Municipal Airport (AHQ)
 MK1005
 MK1005.The horizontal coordinates were scaled from a map and have
 MK1005.an estimated accuracy of +/- 6 seconds.
 MK1005
 MK1005.The orthometric height was determined by differential leveling and
 MK1005.adjusted by the NATIONAL GEODETIC SURVEY
 MK1005.in June 1991.
 MK1005
 MK1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1005.GEOID18 height accuracy estimate available here.
 MK1005
 MK1005.Click photographs - Photos may exist for this station.
 MK1005
 MK1005.The dynamic height is computed by dividing the NAVD 88
 MK1005.geopotential number by the normal gravity value computed on the
 MK1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1005.degrees latitude (g = 980.6199 gals.).
 MK1005
 MK1005.The modeled gravity was interpolated from observed gravity values.
 MK1005
 MK1005;                    North         East    Units  Estimated Accuracy
 MK1005;SPC NE       -   161,510.      785,050.      MT  (+/- 180 meters Scaled)
 MK1005
 MK1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL013679(NAD 83)
 MK1005
 MK1005                          SUPERSEDED SURVEY CONTROL
 MK1005
 MK1005  NGVD 29 (??/??/92)  372.517  (m)         1222.17   (f) ADJ UNCH    2 0
 MK1005
 MK1005.Superseded values are not recommended for survey control.
 MK1005
 MK1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1005.See file dsdata.pdf to determine how the superseded data were derived.
 MK1005
 MK1005_MARKER: DB = BENCH MARK DISK
 MK1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1005_STAMPING: X 297 1950
 MK1005_MARK LOGO: CGS
 MK1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1005+STABILITY: SURFACE MOTION
 MK1005
 MK1005  HISTORY     - Date     Condition        Report By
 MK1005  HISTORY     - 1950     MONUMENTED       CGS
 MK1005
 MK1005                          STATION DESCRIPTION
 MK1005
 MK1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1005'2.5 MI NE FROM WAHOO.
 MK1005'AT WAHOO AIRPORT, SAUNDERS COUNTY, AT THE MOST SOUTHERLY HANGAR,
 MK1005'2.2 FEET WEST OF THE SOUTHWEST CORNER, IN LINE WITH THE SOUTH
 MK1005'WALL OF THE HANGAR, AND 25 FEET SOUTHEAST OF A POWER-TRANSMISSION
 MK1005'LINE POLE.  A STANDARD DISK, STAMPED X 297 1950 AND SET IN THE
 MK1005'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1006 ***********************************************************************
 MK1006  DESIGNATION -  X 297 RESET
 MK1006  PID         -  MK1006
 MK1006  STATE/COUNTY-  NE/SAUNDERS
 MK1006  COUNTRY     -  US
 MK1006  USGS QUAD   -  WAHOO EAST (2017)
 MK1006
 MK1006                         *CURRENT SURVEY CONTROL
 MK1006  ______________________________________________________________________
 MK1006* NAD 83(1986) POSITION- 41 14 16.     (N) 096 35 52.     (W)   SCALED
 MK1006* NAVD 88 ORTHO HEIGHT -   372.57  (meters)     1222.3   (feet) RESET
 MK1006  ______________________________________________________________________
 MK1006  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 MK1006  VERT ORDER      -  THIRD
 MK1006
 MK1006.This mark is at Wahoo Municipal Airport (AHQ)
 MK1006
 MK1006.The horizontal coordinates were scaled from a map and have
 MK1006.an estimated accuracy of +/- 6 seconds.
 MK1006
 MK1006.The orthometric height was computed from unverified reset data.
 MK1006
 MK1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1006.GEOID18 height accuracy estimate available here.
 MK1006
 MK1006.Click photographs - Photos may exist for this station.
 MK1006
 MK1006;                    North         East    Units  Estimated Accuracy
 MK1006;SPC NE       -   161,540.      785,050.      MT  (+/- 180 meters Scaled)
 MK1006
 MK1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL013679(NAD 83)
 MK1006
 MK1006                          SUPERSEDED SURVEY CONTROL
 MK1006
 MK1006.No superseded survey control is available for this station.
 MK1006
 MK1006_MARKER: DB = BENCH MARK DISK
 MK1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1006_SP_SET: PIER
 MK1006_STAMPING: X 297 RESET 1969
 MK1006_MARK LOGO: CGS
 MK1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1006
 MK1006  HISTORY     - Date     Condition        Report By
 MK1006  HISTORY     - 1969     MONUMENTED       LOCENG
 MK1006
 MK1006                          STATION DESCRIPTION
 MK1006
 MK1006'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 MK1006'2.5 MI NE FROM WAHOO.
 MK1006'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE
 MK1006'COURTNHOUSE AT WAHOO, AT WAHOO AIRPORT, 2.3 FEET WEST OF THE
 MK1006'SOUTHWEST CORNER AND IN LINE WITH FOUNDATION WALL OF 1968
 MK1006'SIX-PLACE METAL HANGAR, SET IN 5 FOOT CONCRETE PIER AND ABOUT
 MK1006'3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0761 ***********************************************************************
 MK0761  DESIGNATION -  X 298
 MK0761  PID         -  MK0761
 MK0761  STATE/COUNTY-  NE/SAUNDERS
 MK0761  COUNTRY     -  US
 MK0761  USGS QUAD   -  MEAD (2017)
 MK0761
 MK0761                         *CURRENT SURVEY CONTROL
 MK0761  ______________________________________________________________________
 MK0761* NAD 83(1986) POSITION- 41 08 03.     (N) 096 29 39.     (W)   SCALED
 MK0761* NAVD 88 ORTHO HEIGHT -   339.069 (meters)     1112.43  (feet) ADJUSTED
 MK0761  ______________________________________________________________________
 MK0761  GEOID HEIGHT    -        -26.658 (meters)                     GEOID18
 MK0761  DYNAMIC HEIGHT  -        338.921 (meters)     1111.94  (feet) COMP
 MK0761  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 MK0761
 MK0761  VERT ORDER      -  SECOND    CLASS 0
 MK0761
 MK0761.The horizontal coordinates were scaled from a map and have
 MK0761.an estimated accuracy of +/- 6 seconds.
 MK0761
 MK0761.The orthometric height was determined by differential leveling and
 MK0761.adjusted by the NATIONAL GEODETIC SURVEY
 MK0761.in June 1991.
 MK0761
 MK0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0761.GEOID18 height accuracy estimate available here.
 MK0761
 MK0761.Click photographs - Photos may exist for this station.
 MK0761
 MK0761.The dynamic height is computed by dividing the NAVD 88
 MK0761.geopotential number by the normal gravity value computed on the
 MK0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0761.degrees latitude (g = 980.6199 gals.).
 MK0761
 MK0761.The modeled gravity was interpolated from observed gravity values.
 MK0761
 MK0761;                    North         East    Units  Estimated Accuracy
 MK0761;SPC NE       -   150,390.      794,190.      MT  (+/- 180 meters Scaled)
 MK0761
 MK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL103566(NAD 83)
 MK0761
 MK0761                          SUPERSEDED SURVEY CONTROL
 MK0761
 MK0761  NGVD 29 (??/??/92)  338.948  (m)         1112.03   (f) ADJ UNCH    2 0
 MK0761
 MK0761.Superseded values are not recommended for survey control.
 MK0761
 MK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0761.See file dsdata.pdf to determine how the superseded data were derived.
 MK0761
 MK0761_MARKER: DB = BENCH MARK DISK
 MK0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0761_STAMPING: X 298 1950
 MK0761_MARK LOGO: CGS
 MK0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0761+STABILITY: SURFACE MOTION
 MK0761
 MK0761  HISTORY     - Date     Condition        Report By
 MK0761  HISTORY     - 1950     MONUMENTED       CGS
 MK0761  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK0761  HISTORY     - 20090219 MARK NOT FOUND   NEDR
 MK0761
 MK0761                          STATION DESCRIPTION
 MK0761
 MK0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0761'3.8 MI SE FROM ITHACA.
 MK0761'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0761'ITHACA, THENCE 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 63, 0.2
 MK0761'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, ABOUT 200 FEET NORTHEAST
 MK0761'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 99 FEET NORTHEAST
 MK0761'OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHWEST OF THE
 MK0761'CENTER OF A GATE, 0.6 FOOT SOUTHWEST OF A FENCE, 2 FEET NORTHWEST
 MK0761'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0761'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0761
 MK0761                          STATION RECOVERY (1984)
 MK0761
 MK0761'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0761'MARK NOT FOUND.
 MK0761
 MK0761                          STATION RECOVERY (2009)
 MK0761
 MK0761'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0761'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0717 ***********************************************************************
 MK0717  DESIGNATION -  X 299
 MK0717  PID         -  MK0717
 MK0717  STATE/COUNTY-  NE/SAUNDERS
 MK0717  COUNTRY     -  US
 MK0717  USGS QUAD   -  MEAD (2017)
 MK0717
 MK0717                         *CURRENT SURVEY CONTROL
 MK0717  ______________________________________________________________________
 MK0717* NAD 83(1986) POSITION- 41 14 27.     (N) 096 23 49.     (W)   SCALED
 MK0717* NAVD 88 ORTHO HEIGHT -   357.944 (meters)     1174.35  (feet) ADJUSTED
 MK0717  ______________________________________________________________________
 MK0717  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 MK0717  DYNAMIC HEIGHT  -        357.778 (meters)     1173.81  (feet) COMP
 MK0717  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 MK0717
 MK0717  VERT ORDER      -  SECOND    CLASS 0
 MK0717
 MK0717.The horizontal coordinates were scaled from a map and have
 MK0717.an estimated accuracy of +/- 6 seconds.
 MK0717
 MK0717.The orthometric height was determined by differential leveling and
 MK0717.adjusted by the NATIONAL GEODETIC SURVEY
 MK0717.in June 1991.
 MK0717
 MK0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0717.GEOID18 height accuracy estimate available here.
 MK0717
 MK0717.Click photographs - Photos may exist for this station.
 MK0717
 MK0717.The dynamic height is computed by dividing the NAVD 88
 MK0717.geopotential number by the normal gravity value computed on the
 MK0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0717.degrees latitude (g = 980.6199 gals.).
 MK0717
 MK0717.The modeled gravity was interpolated from observed gravity values.
 MK0717
 MK0717;                    North         East    Units  Estimated Accuracy
 MK0717;SPC NE       -   162,560.      801,850.      MT  (+/- 180 meters Scaled)
 MK0717
 MK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL181687(NAD 83)
 MK0717
 MK0717                          SUPERSEDED SURVEY CONTROL
 MK0717
 MK0717  NGVD 29 (??/??/92)  357.807  (m)         1173.91   (f) ADJ UNCH    2 0
 MK0717
 MK0717.Superseded values are not recommended for survey control.
 MK0717
 MK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0717.See file dsdata.pdf to determine how the superseded data were derived.
 MK0717
 MK0717_MARKER: DB = BENCH MARK DISK
 MK0717_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK0717_SP_SET: WALL
 MK0717_STAMPING: X 299 1950
 MK0717_MARK LOGO: CGS
 MK0717_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0717+STABILITY: SURFACE MOTION
 MK0717
 MK0717  HISTORY     - Date     Condition        Report By
 MK0717  HISTORY     - 1950     MONUMENTED       CGS
 MK0717  HISTORY     - 19950531 GOOD             NEDR
 MK0717
 MK0717                          STATION DESCRIPTION
 MK0717
 MK0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0717'AT YUTAN.
 MK0717'AT YUTAN, SET VERTICALLY IN THE WEST WALL OF THE HIGH SCHOOL
 MK0717'BUILDING, 2.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 MK0717'2.7 FEET ABOVE THE GROUND.
 MK0717
 MK0717                          STATION RECOVERY (1995)
 MK0717
 MK0717'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (JC)
 MK0717'RECOVERED AS DESCRIBED BUT HAD TO BE MOVED DUE TO CONSTRUCTION.  SEE
 MK0717'THE RESET MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7435 ***********************************************************************
 AA7435  DESIGNATION -  X 299 RESET
 AA7435  PID         -  AA7435
 AA7435  STATE/COUNTY-  NE/BURT
 AA7435  COUNTRY     -  US
 AA7435  USGS QUAD   -  NICKERSON NW (2017)
 AA7435
 AA7435                         *CURRENT SURVEY CONTROL
 AA7435  ______________________________________________________________________
 AA7435* NAD 83(1986) POSITION- 41 41 27.     (N) 096 23 49.     (W)   SCALED
 AA7435* NAVD 88 ORTHO HEIGHT -   357.33  (+/-2cm)     1172.3   (feet) VERTCON
 AA7435  ______________________________________________________________________
 AA7435  GEOID HEIGHT    -        -26.621 (meters)                     GEOID18
 AA7435  VERT ORDER      -  THIRD (See Below)
 AA7435
 AA7435.The horizontal coordinates were scaled from a map and have
 AA7435.an estimated accuracy of +/- 6 seconds.
 AA7435
 AA7435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7435
 AA7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7435.GEOID18 height accuracy estimate available here.
 AA7435
 AA7435.The vertical order pertains to the NGVD 29 superseded value.
 AA7435
 AA7435.Click photographs - Photos may exist for this station.
 AA7435
 AA7435;                    North         East    Units  Estimated Accuracy
 AA7435;SPC NE       -   212,480.      799,770.      MT  (+/- 180 meters Scaled)
 AA7435
 AA7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM166187(NAD 83)
 AA7435
 AA7435                          SUPERSEDED SURVEY CONTROL
 AA7435
 AA7435  NGVD 29 (01/31/13)  357.19   (m)         1171.9    (f) RESET       3  
 AA7435
 AA7435.Superseded values are not recommended for survey control.
 AA7435
 AA7435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7435.See file dsdata.pdf to determine how the superseded data were derived.
 AA7435
 AA7435_MARKER: DV = VERTICAL CONTROL DISK
 AA7435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA7435_SP_SET: BUILDING WALL
 AA7435_STAMPING: X 299 RESET 1995
 AA7435_MARK LOGO: NGS
 AA7435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7435+STABILITY: SURFACE MOTION
 AA7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7435+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA7435
 AA7435  HISTORY     - Date     Condition        Report By
 AA7435  HISTORY     - 1995     MONUMENTED       NEDR
 AA7435
 AA7435                          STATION DESCRIPTION
 AA7435
 AA7435'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (JC)
 AA7435'AT YUTAN, SET VERTICALLY IN THE WEST WALL OF THE NEW GRADE SCHOOL
 AA7435'BUILDING, BUILT IN 1995, NEAR THE NORTHWEST CORNER OF THE BUILDING,
 AA7435'70.91 M (232.64 FT) EAST OF THE CENTERLINE OF 2ND STREET, 1.92 M (6.30
 AA7435'FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, NEAR THE CENTER OF
 AA7435'SEC27, T14N, R9E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0205 ***********************************************************************
 NP0205  DESIGNATION -  X 3
 NP0205  PID         -  NP0205
 NP0205  STATE/COUNTY-  NE/SHERIDAN
 NP0205  COUNTRY     -  US
 NP0205  USGS QUAD   -  HAY SPRINGS (2017)
 NP0205
 NP0205                         *CURRENT SURVEY CONTROL
 NP0205  ______________________________________________________________________
 NP0205* NAD 83(1986) POSITION- 42 40 56.     (N) 102 41 25.     (W)   SCALED
 NP0205* NAVD 88 ORTHO HEIGHT -  1167.377 (meters)     3829.97  (feet) ADJUSTED
 NP0205  ______________________________________________________________________
 NP0205  GEOID HEIGHT    -        -18.018 (meters)                     GEOID18
 NP0205  DYNAMIC HEIGHT  -       1166.782 (meters)     3828.02  (feet) COMP
 NP0205  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 NP0205
 NP0205  VERT ORDER      -  FIRST     CLASS II
 NP0205
 NP0205.The horizontal coordinates were scaled from a map and have
 NP0205.an estimated accuracy of +/- 6 seconds.
 NP0205
 NP0205.The orthometric height was determined by differential leveling and
 NP0205.adjusted by the NATIONAL GEODETIC SURVEY
 NP0205.in June 1991.
 NP0205
 NP0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0205.GEOID18 height accuracy estimate available here.
 NP0205
 NP0205.Click photographs - Photos may exist for this station.
 NP0205
 NP0205.The dynamic height is computed by dividing the NAVD 88
 NP0205.geopotential number by the normal gravity value computed on the
 NP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0205.degrees latitude (g = 980.6199 gals.).
 NP0205
 NP0205.The modeled gravity was interpolated from observed gravity values.
 NP0205
 NP0205;                    North         East    Units  Estimated Accuracy
 NP0205;SPC NE       -   319,750.      279,570.      MT  (+/- 180 meters Scaled)
 NP0205
 NP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH892281(NAD 83)
 NP0205
 NP0205                          SUPERSEDED SURVEY CONTROL
 NP0205
 NP0205  NGVD 29 (??/??/92) 1166.840  (m)         3828.21   (f) ADJ UNCH    1 2
 NP0205
 NP0205.Superseded values are not recommended for survey control.
 NP0205
 NP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0205.See file dsdata.pdf to determine how the superseded data were derived.
 NP0205
 NP0205_MARKER: Q = CHISELED SQUARE
 NP0205_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0205
 NP0205  HISTORY     - Date     Condition        Report By
 NP0205  HISTORY     - 1901     MONUMENTED       CGS
 NP0205  HISTORY     - 1957     GOOD             CGS
 NP0205
 NP0205                          STATION DESCRIPTION
 NP0205
 NP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0205'AT HAY SPRINGS.
 NP0205'AT HAY SPRINGS, 60 FEET WEST OF THE SEMAPHORE MAST IN FRONT OF
 NP0205'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 19 FEET WEST OF THE
 NP0205'SOUTHWEST CORNER OF THE MAIN PART OF THE RAILROAD STATION, 13 1/2
 NP0205'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2 FEET SOUTHEAST
 NP0205'OF THE CORNER OF A LAWN, 1 FOOT SOUTH OF A BOARD FENCE, ABOUT
 NP0205'LEVEL WITH THE RAILS, ABOUT 2 1/2 FEET UNDER GROUND, A SQUARE HOLE
 NP0205'ON THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0775 ***********************************************************************
 MK0775  DESIGNATION -  X 300
 MK0775  PID         -  MK0775
 MK0775  STATE/COUNTY-  NE/DOUGLAS
 MK0775  COUNTRY     -  US
 MK0775  USGS QUAD   -  GRETNA (2017)
 MK0775
 MK0775                         *CURRENT SURVEY CONTROL
 MK0775  ______________________________________________________________________
 MK0775* NAD 83(1995) POSITION- 41 12 14.57321(N) 096 14 04.13726(W)   ADJUSTED
 MK0775* NAVD 88 ORTHO HEIGHT -   388.937 (meters)     1276.04  (feet) ADJUSTED
 MK0775  ______________________________________________________________________
 MK0775  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 MK0775  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 MK0775  DYNAMIC HEIGHT  -        388.770 (meters)     1275.49  (feet) COMP
 MK0775  MODELED GRAVITY -    980,182.0   (mgal)                       NAVD 88
 MK0775
 MK0775  HORZ ORDER      -  SECOND
 MK0775  VERT ORDER      -  SECOND    CLASS 0
 MK0775
 MK0775.The horizontal coordinates were established by classical geodetic methods
 MK0775.and adjusted by the National Geodetic Survey in August 1997.
 MK0775
 MK0775.The orthometric height was determined by differential leveling and
 MK0775.adjusted by the NATIONAL GEODETIC SURVEY
 MK0775.in June 1991.
 MK0775
 MK0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0775.GEOID18 height accuracy estimate available here.
 MK0775
 MK0775.Click photographs - Photos may exist for this station.
 MK0775
 MK0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0775
 MK0775.The dynamic height is computed by dividing the NAVD 88
 MK0775.geopotential number by the normal gravity value computed on the
 MK0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0775.degrees latitude (g = 980.6199 gals.).
 MK0775
 MK0775.The modeled gravity was interpolated from observed gravity values.
 MK0775
 MK0775. The following values were computed from the NAD 83(1995) position.
 MK0775
 MK0775;                    North         East     Units Scale Factor Converg.
 MK0775;SPC NE       -   159,058.883   815,630.176   MT  0.99967239   +2 29 43.4
 MK0775;SPC NE       -   521,845.69  2,675,946.67   sFT  0.99967239   +2 29 43.4
 MK0775;UTM  14      - 4,565,096.642   731,877.549   MT  1.00026177   +1 49 21.3
 MK0775
 MK0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0775!SPC NE       -   0.99994323  x   0.99967239  =   0.99961564
 MK0775!UTM  14      -   0.99994323  x   1.00026177  =   1.00020498
 MK0775
 MK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3187765096(NAD 83)
 MK0775
 MK0775                          SUPERSEDED SURVEY CONTROL
 MK0775
 MK0775  NAD 83(1986)-  41 12 14.58179(N)    096 14 04.13911(W) AD(       ) 2
 MK0775  NAD 27      -  41 12 14.58311(N)    096 14 03.04308(W) AD(       ) 2
 MK0775  NGVD 29 (??/??/92)  388.820  (m)         1275.65   (f) ADJ UNCH    2 0
 MK0775  NGVD 29             388.82   (m)         1275.7    (f) LEVELING    3  
 MK0775
 MK0775.Superseded values are not recommended for survey control.
 MK0775
 MK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0775.See file dsdata.pdf to determine how the superseded data were derived.
 MK0775
 MK0775_MARKER: DB = BENCH MARK DISK
 MK0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0775_STAMPING: X 300 1950
 MK0775_MARK LOGO: CGS
 MK0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0775+STABILITY: SURFACE MOTION
 MK0775
 MK0775  HISTORY     - Date     Condition        Report By
 MK0775  HISTORY     - 1950     MONUMENTED       CGS
 MK0775  HISTORY     - 1967     GOOD             CGS
 MK0775  HISTORY     - 1976     GOOD             LOCSUR
 MK0775
 MK0775                          STATION DESCRIPTION
 MK0775
 MK0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0775'5 MI N FROM GRETNA.
 MK0775'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0775'GRETNA, THENCE 4.5 MILES NORTH ALONG U.S. HIGHWAY 6, AT THE
 MK0775'FARM HOME OF C.F. KUELL, IN THE NORTHEAST CORNER OF THE LAWN,
 MK0775'268 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 MK0775'WEST, 268 FEET SOUTH OF THE EXTENDED CENTER LINE OF STATE HIGHWAY
 MK0775'31, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MK0775'FARMHOUSE, 115 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK0775'DRIVEWAY, 45 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 6,
 MK0775'23 FEET SOUTH OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 MK0775'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 MK0775'MILE WEST OF BENCH MARK W 300.
 MK0775
 MK0775                          STATION RECOVERY (1967)
 MK0775
 MK0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0775'0.5 MILE E ALONG A PAVED STREET FROM THE POST OFFICE AT GRETNA,
 MK0775'THENCE 4.5 MILES N ALONG U.S. HWY 6, AT THE FARM HOME OF C.F.
 MK0775'KUELL, IN THE NE CORNER OF THE LAWN, 268 FEET S OF THE CENTER LINE
 MK0775'OF A GRAVELED ROAD LEADING WEST, 268 FEET S OF THE EXTENDED
 MK0775'CENTER LINE OF STATE HWY 31, 168 FEET NE OF THE NE CORNER OF THE
 MK0775'FARMHOUE, 115 FEET N OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0775'45 FEET W OF THE CENTER LINE OF U.S. HWY 6, 23 FEET S OF A POWER
 MK0775'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 MK0775'FOOT ABOVE THE GROUND
 MK0775
 MK0775                          STATION RECOVERY (1976)
 MK0775
 MK0775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0675 ***********************************************************************
 MK0675  DESIGNATION -  X 301
 MK0675  PID         -  MK0675
 MK0675  STATE/COUNTY-  NE/SARPY
 MK0675  COUNTRY     -  US
 MK0675  USGS QUAD   -  GRETNA (2017)
 MK0675
 MK0675                         *CURRENT SURVEY CONTROL
 MK0675  ______________________________________________________________________
 MK0675* NAD 83(1986) POSITION- 41 10 57.     (N) 096 08 55.     (W)   SCALED
 MK0675* NAVD 88 ORTHO HEIGHT -   326.901 (meters)     1072.51  (feet) ADJUSTED
 MK0675  ______________________________________________________________________
 MK0675  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 MK0675  DYNAMIC HEIGHT  -        326.763 (meters)     1072.05  (feet) COMP
 MK0675  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 MK0675
 MK0675  VERT ORDER      -  SECOND    CLASS 0
 MK0675
 MK0675.The horizontal coordinates were scaled from a map and have
 MK0675.an estimated accuracy of +/- 6 seconds.
 MK0675
 MK0675.The orthometric height was determined by differential leveling and
 MK0675.adjusted by the NATIONAL GEODETIC SURVEY
 MK0675.in June 1991.
 MK0675
 MK0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0675.GEOID18 height accuracy estimate available here.
 MK0675
 MK0675.Click photographs - Photos may exist for this station.
 MK0675
 MK0675.The dynamic height is computed by dividing the NAVD 88
 MK0675.geopotential number by the normal gravity value computed on the
 MK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0675.degrees latitude (g = 980.6199 gals.).
 MK0675
 MK0675.The modeled gravity was interpolated from observed gravity values.
 MK0675
 MK0675;                    North         East    Units  Estimated Accuracy
 MK0675;SPC NE       -   156,990.      822,930.      MT  (+/- 180 meters Scaled)
 MK0675
 MK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL391629(NAD 83)
 MK0675
 MK0675                          SUPERSEDED SURVEY CONTROL
 MK0675
 MK0675  NGVD 29 (??/??/92)  326.790  (m)         1072.14   (f) ADJ UNCH    2 0
 MK0675
 MK0675.Superseded values are not recommended for survey control.
 MK0675
 MK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0675.See file dsdata.pdf to determine how the superseded data were derived.
 MK0675
 MK0675_MARKER: DB = BENCH MARK DISK
 MK0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0675_SP_SET: PIER
 MK0675_STAMPING: X 301 1950
 MK0675_MARK LOGO: CGS
 MK0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0675
 MK0675  HISTORY     - Date     Condition        Report By
 MK0675  HISTORY     - 1950     MONUMENTED       CGS
 MK0675  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0675
 MK0675                          STATION DESCRIPTION
 MK0675
 MK0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0675'0.2 MI E FROM CHALCO.
 MK0675'0.15 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0675'FROM THE STATION AT CHALCO, 17.2 FEET SOUTH OF THE SOUTH RAIL,
 MK0675'SET IN THE TOP OF THE SOUTH END OF THE FIRST PIER EAST OF THE
 MK0675'WEST END OF BRIDGE 31.25, 1.6 FEET NORTH OF THE SOUTH END OF THE
 MK0675'PIER, 3 FEET BELOW THE LEVEL OF THE RAILROAD.
 MK0675
 MK0675                          STATION RECOVERY (1955)
 MK0675
 MK0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0856 ***********************************************************************
 MK0856  DESIGNATION -  X 303
 MK0856  PID         -  MK0856
 MK0856  STATE/COUNTY-  NE/DOUGLAS
 MK0856  COUNTRY     -  US
 MK0856  USGS QUAD   -  VALLEY (2017)
 MK0856
 MK0856                         *CURRENT SURVEY CONTROL
 MK0856  ______________________________________________________________________
 MK0856* NAD 83(1986) POSITION- 41 19 44.     (N) 096 22 10.     (W)   SCALED
 MK0856* NAVD 88 ORTHO HEIGHT -   349.728 (meters)     1147.40  (feet) ADJUSTED
 MK0856  ______________________________________________________________________
 MK0856  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 MK0856  DYNAMIC HEIGHT  -        349.566 (meters)     1146.87  (feet) COMP
 MK0856  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 MK0856
 MK0856  VERT ORDER      -  SECOND    CLASS 0
 MK0856
 MK0856.The horizontal coordinates were scaled from a map and have
 MK0856.an estimated accuracy of +/- 6 seconds.
 MK0856
 MK0856.The orthometric height was determined by differential leveling and
 MK0856.adjusted by the NATIONAL GEODETIC SURVEY
 MK0856.in June 1991.
 MK0856
 MK0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0856.GEOID18 height accuracy estimate available here.
 MK0856
 MK0856.Click photographs - Photos may exist for this station.
 MK0856
 MK0856.The dynamic height is computed by dividing the NAVD 88
 MK0856.geopotential number by the normal gravity value computed on the
 MK0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0856.degrees latitude (g = 980.6199 gals.).
 MK0856
 MK0856.The modeled gravity was interpolated from observed gravity values.
 MK0856
 MK0856;                    North         East    Units  Estimated Accuracy
 MK0856;SPC NE       -   172,420.      803,740.      MT  (+/- 180 meters Scaled)
 MK0856
 MK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL201786(NAD 83)
 MK0856
 MK0856                          SUPERSEDED SURVEY CONTROL
 MK0856
 MK0856  NGVD 29 (??/??/92)  349.589  (m)         1146.94   (f) ADJ UNCH    2 0
 MK0856
 MK0856.Superseded values are not recommended for survey control.
 MK0856
 MK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0856.See file dsdata.pdf to determine how the superseded data were derived.
 MK0856
 MK0856_MARKER: DB = BENCH MARK DISK
 MK0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0856_STAMPING: X 303 1950
 MK0856_MARK LOGO: CGS
 MK0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0856+STABILITY: SURFACE MOTION
 MK0856
 MK0856  HISTORY     - Date     Condition        Report By
 MK0856  HISTORY     - 1950     MONUMENTED       CGS
 MK0856  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0856
 MK0856                          STATION DESCRIPTION
 MK0856
 MK0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0856'1.8 MI NW FROM VALLEY.
 MK0856'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE UNION PACIFIC
 MK0856'RAILROAD STATION AT VALLEY, THENCE 0.1 MILE SOUTH ALONG A
 MK0856'GRAVELED ROAD, THENCE 0.15 MILE WEST ALONG THE NORTH SIDE OF THE
 MK0856'VALLEY AIRPORT, AT THE SOUTHWEST CORNER OF THE PROPERTY BELONGING
 MK0856'TO THE VALLEY MANUFACTURING COMPANY, 245 FEET NORTHWEST OF THE
 MK0856'CENTER LINE OF THE NORTHEAST AND SOUTHWEST RUNWAY, 2.0 FEET WEST
 MK0856'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0856'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0856
 MK0856                          STATION RECOVERY (1976)
 MK0856
 MK0856'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0856'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0857 ***********************************************************************
 MK0857  DESIGNATION -  X 303 RESET
 MK0857  PID         -  MK0857
 MK0857  STATE/COUNTY-  NE/DOUGLAS
 MK0857  COUNTRY     -  US
 MK0857  USGS QUAD   -  VALLEY (2017)
 MK0857
 MK0857                         *CURRENT SURVEY CONTROL
 MK0857  ______________________________________________________________________
 MK0857* NAD 83(1986) POSITION- 41 19 44.     (N) 096 22 09.     (W)   SCALED
 MK0857* NAVD 88 ORTHO HEIGHT -   350.32  (meters)     1149.3   (feet) RESET
 MK0857  ______________________________________________________________________
 MK0857  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 MK0857  VERT ORDER      -  THIRD
 MK0857
 MK0857.The horizontal coordinates were scaled from a map and have
 MK0857.an estimated accuracy of +/- 6 seconds.
 MK0857
 MK0857.The orthometric height was computed from unverified reset data.
 MK0857
 MK0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0857.GEOID18 height accuracy estimate available here.
 MK0857
 MK0857.Click photographs - Photos may exist for this station.
 MK0857
 MK0857;                    North         East    Units  Estimated Accuracy
 MK0857;SPC NE       -   172,420.      803,770.      MT  (+/- 180 meters Scaled)
 MK0857
 MK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL201786(NAD 83)
 MK0857
 MK0857                          SUPERSEDED SURVEY CONTROL
 MK0857
 MK0857  NGVD 29 (??/??/??)  350.18   (m)         1148.9    (f) RESET       3  
 MK0857
 MK0857.Superseded values are not recommended for survey control.
 MK0857
 MK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0857.See file dsdata.pdf to determine how the superseded data were derived.
 MK0857
 MK0857_MARKER: DB = BENCH MARK DISK
 MK0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0857_STAMPING: X 303 RESET 1964
 MK0857_MARK LOGO: CGS
 MK0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0857+STABILITY: SURFACE MOTION
 MK0857
 MK0857  HISTORY     - Date     Condition        Report By
 MK0857  HISTORY     - 1964     MONUMENTED       LOCSUR
 MK0857  HISTORY     - 1965     GOOD             CGS
 MK0857
 MK0857                          STATION DESCRIPTION
 MK0857
 MK0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MK0857'1.8 MI NW FROM VALLEY.
 MK0857'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE UNION PACIFIC
 MK0857'RAILROAD STATION AT VALLEY, THENCE 0.1 MILE SOUTH ALONG A GRAVEL
 MK0857'ROAD, THENCE 0.15 MILE WEST ALONG THE NORTH SIDE OF THE VALLEY
 MK0857'AIRPORT, IN THE SOUTH MARGIN OF THE N 1/2 OF THE NE 1/4 OF SECTION
 MK0857'26, T 16, R 9E 6 PM, 1630 FEET WEST OF THE EAST MARGIN OF THE SAID
 MK0857'SECTION, 1 FOOT EAST OF A 6 IN PIPE CORNER POST WHICH IS THE MOST
 MK0857'NORTHWEST CORNER OF THE VALLEY MANUFACTURING COMPANY PROPERTY, ALSO
 MK0857'ON THE SOUTH MARGIN OF THE RAILROAD RIGHT-OF-WAY, SOUTH OF MILE
 MK0857'POST 30, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0994 ***********************************************************************
 MK0994  DESIGNATION -  X 304
 MK0994  PID         -  MK0994
 MK0994  STATE/COUNTY-  NE/SAUNDERS
 MK0994  COUNTRY     -  US
 MK0994  USGS QUAD   -  FREMONT WEST (2017)
 MK0994
 MK0994                         *CURRENT SURVEY CONTROL
 MK0994  ______________________________________________________________________
 MK0994* NAD 83(1986) POSITION- 41 23 38.     (N) 096 34 14.     (W)   SCALED
 MK0994* NAVD 88 ORTHO HEIGHT -   408.409 (meters)     1339.92  (feet) ADJUSTED
 MK0994  ______________________________________________________________________
 MK0994  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 MK0994  DYNAMIC HEIGHT  -        408.220 (meters)     1339.30  (feet) COMP
 MK0994  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 MK0994
 MK0994  VERT ORDER      -  SECOND    CLASS 0
 MK0994
 MK0994.The horizontal coordinates were scaled from a map and have
 MK0994.an estimated accuracy of +/- 6 seconds.
 MK0994
 MK0994.The orthometric height was determined by differential leveling and
 MK0994.adjusted by the NATIONAL GEODETIC SURVEY
 MK0994.in June 1991.
 MK0994
 MK0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0994.GEOID18 height accuracy estimate available here.
 MK0994
 MK0994.Click photographs - Photos may exist for this station.
 MK0994
 MK0994.The dynamic height is computed by dividing the NAVD 88
 MK0994.geopotential number by the normal gravity value computed on the
 MK0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0994.degrees latitude (g = 980.6199 gals.).
 MK0994
 MK0994.The modeled gravity was interpolated from observed gravity values.
 MK0994
 MK0994;                    North         East    Units  Estimated Accuracy
 MK0994;SPC NE       -   178,950.      786,640.      MT  (+/- 180 meters Scaled)
 MK0994
 MK0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL031853(NAD 83)
 MK0994
 MK0994                          SUPERSEDED SURVEY CONTROL
 MK0994
 MK0994  NGVD 29 (??/??/92)  408.255  (m)         1339.42   (f) ADJ UNCH    2 0
 MK0994
 MK0994.Superseded values are not recommended for survey control.
 MK0994
 MK0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0994.See file dsdata.pdf to determine how the superseded data were derived.
 MK0994
 MK0994_MARKER: DB = BENCH MARK DISK
 MK0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0994_STAMPING: X 304 1950
 MK0994_MARK LOGO: CGS
 MK0994_PROJECTION: PROJECTING
 MK0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0994+STABILITY: SURFACE MOTION
 MK0994
 MK0994  HISTORY     - Date     Condition        Report By
 MK0994  HISTORY     - 1950     MONUMENTED       CGS
 MK0994
 MK0994                          STATION DESCRIPTION
 MK0994
 MK0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0994'2.4 MI E FROM CEDAR BLUFFS.
 MK0994'0.3 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 MK0994'THE STATION AT CEDAR BLUFFS, THENCE 0.5 MILE EAST ALONG A
 MK0994'GRAVELED ROAD, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 109,
 MK0994'AT THE FARM HOME OF R.H. RHODE, 195 FEET NORTH OF THE CENTER
 MK0994'LINE OF THE HIGHWAY, 78 EET NORTHWEST OF THE NORTHWEST CORNER
 MK0994'OF THE FARMHOUSE, 32 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK0994'DRIVEWAY, 8.0 FEET EAST OF THE SOUTHEAST LEG OF A WINDMILL
 MK0994'TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK0994'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0210 ***********************************************************************
 ML0210  DESIGNATION -  X 306
 ML0210  PID         -  ML0210
 ML0210  STATE/COUNTY-  NE/HOWARD
 ML0210  COUNTRY     -  US
 ML0210  USGS QUAD   -  CUSHING (2017)
 ML0210
 ML0210                         *CURRENT SURVEY CONTROL
 ML0210  ______________________________________________________________________
 ML0210* NAD 83(1986) POSITION- 41 17 08.     (N) 098 17 13.     (W)   SCALED
 ML0210* NAVD 88 ORTHO HEIGHT -   544.204 (meters)     1785.44  (feet) ADJUSTED
 ML0210  ______________________________________________________________________
 ML0210  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 ML0210  DYNAMIC HEIGHT  -        543.937 (meters)     1784.57  (feet) COMP
 ML0210  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 ML0210
 ML0210  VERT ORDER      -  SECOND    CLASS 0
 ML0210
 ML0210.The horizontal coordinates were scaled from a map and have
 ML0210.an estimated accuracy of +/- 6 seconds.
 ML0210
 ML0210.The orthometric height was determined by differential leveling and
 ML0210.adjusted by the NATIONAL GEODETIC SURVEY
 ML0210.in June 1991.
 ML0210
 ML0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0210.GEOID18 height accuracy estimate available here.
 ML0210
 ML0210.Click photographs - Photos may exist for this station.
 ML0210
 ML0210.The dynamic height is computed by dividing the NAVD 88
 ML0210.geopotential number by the normal gravity value computed on the
 ML0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0210.degrees latitude (g = 980.6199 gals.).
 ML0210
 ML0210.The modeled gravity was interpolated from observed gravity values.
 ML0210
 ML0210;                    North         East    Units  Estimated Accuracy
 ML0210;SPC NE       -   162,660.      643,450.      MT  (+/- 180 meters Scaled)
 ML0210
 ML0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL597707(NAD 83)
 ML0210
 ML0210                          SUPERSEDED SURVEY CONTROL
 ML0210
 ML0210  NGVD 29 (??/??/92)  543.969  (m)         1784.67   (f) ADJ UNCH    2 0
 ML0210
 ML0210.Superseded values are not recommended for survey control.
 ML0210
 ML0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0210.See file dsdata.pdf to determine how the superseded data were derived.
 ML0210
 ML0210_MARKER: DB = BENCH MARK DISK
 ML0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0210_STAMPING: X 306 1950
 ML0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0210+STABILITY: SURFACE MOTION
 ML0210
 ML0210  HISTORY     - Date     Condition        Report By
 ML0210  HISTORY     - 1950     MONUMENTED       CGS
 ML0210
 ML0210                          STATION DESCRIPTION
 ML0210
 ML0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0210'5.1 MI E FROM CUSHING.
 ML0210'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0210'CUSHING, THENCE 4.3 MILES EAST ALONG A DIRT ROAD, ON THE
 ML0210'HOWARD-MERRICK COUNTY LINE, 165 FEET NORTH OF THE CENTER LINE
 ML0210'OF AN EAST AND WEST ROAD, 55 FEET WEST OF THE CENTER LINE OF
 ML0210'A ROAD LEADING NORTH, 134 FEET NORTHWEST OF BENCH MARK 10-55
 ML0210'(U.S.B.R.), 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 ML0210'ABANDONED SCHOOL BUILDING, 2 FEET WEST OF A WITNESS POST, SET
 ML0210'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0210'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1560 ***********************************************************************
 MK1560  DESIGNATION -  X 307
 MK1560  PID         -  MK1560
 MK1560  STATE/COUNTY-  NE/NANCE
 MK1560  COUNTRY     -  US
 MK1560  USGS QUAD   -  FULLERTON (2017)
 MK1560
 MK1560                         *CURRENT SURVEY CONTROL
 MK1560  ______________________________________________________________________
 MK1560* NAD 83(1986) POSITION- 41 21 32.     (N) 097 58 25.     (W)   SCALED
 MK1560* NAVD 88 ORTHO HEIGHT -   503.908 (meters)     1653.24  (feet) ADJUSTED
 MK1560  ______________________________________________________________________
 MK1560  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 MK1560  DYNAMIC HEIGHT  -        503.675 (meters)     1652.47  (feet) COMP
 MK1560  MODELED GRAVITY -    980,143.6   (mgal)                       NAVD 88
 MK1560
 MK1560  VERT ORDER      -  SECOND    CLASS 0
 MK1560
 MK1560.The horizontal coordinates were scaled from a map and have
 MK1560.an estimated accuracy of +/- 6 seconds.
 MK1560
 MK1560.The orthometric height was determined by differential leveling and
 MK1560.adjusted by the NATIONAL GEODETIC SURVEY
 MK1560.in June 1991.
 MK1560
 MK1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1560.GEOID18 height accuracy estimate available here.
 MK1560
 MK1560.Click photographs - Photos may exist for this station.
 MK1560
 MK1560.The dynamic height is computed by dividing the NAVD 88
 MK1560.geopotential number by the normal gravity value computed on the
 MK1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1560.degrees latitude (g = 980.6199 gals.).
 MK1560
 MK1560.The modeled gravity was interpolated from observed gravity values.
 MK1560
 MK1560;                    North         East    Units  Estimated Accuracy
 MK1560;SPC NE       -   171,360.      669,490.      MT  (+/- 180 meters Scaled)
 MK1560
 MK1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL858791(NAD 83)
 MK1560
 MK1560                          SUPERSEDED SURVEY CONTROL
 MK1560
 MK1560  NGVD 29 (??/??/92)  503.689  (m)         1652.52   (f) ADJ UNCH    2 0
 MK1560
 MK1560.Superseded values are not recommended for survey control.
 MK1560
 MK1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1560.See file dsdata.pdf to determine how the superseded data were derived.
 MK1560
 MK1560_MARKER: DB = BENCH MARK DISK
 MK1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1560_STAMPING: X 307 1950
 MK1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1560+STABILITY: SURFACE MOTION
 MK1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1560+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 MK1560
 MK1560  HISTORY     - Date     Condition        Report By
 MK1560  HISTORY     - 1950     MONUMENTED       CGS
 MK1560  HISTORY     - 20100512 GOOD             INDIV
 MK1560
 MK1560                          STATION DESCRIPTION
 MK1560
 MK1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1560'AT FULLERTON.
 MK1560'AT FULLERTON, AT THE JUNCTION OF STATE HIGHWAYS 22 AND 14, 22
 MK1560'FEET NORTH OF THE NORTH CURB OF STATE HIGHWAY 22, 45 FEET
 MK1560'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 14, 19 FEET WEST
 MK1560'OF THE WEST CURB OF DIVISION STREET, 0.5 FOOT EAST OF THE EAST
 MK1560'EDGE OF A NORTH AND SOUTH SIDEWALK, 0.5 FOOT SOUTH OF THE SOUTH
 MK1560'EDGE OF AN EAST AND WEST SIDEWALK, 8 FEET SOUTH OF A FIRE
 MK1560'HYDRANT, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1560'THE GROUND.
 MK1560
 MK1560                          STATION RECOVERY (2010)
 MK1560
 MK1560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 MK1560'MARK IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF 5TH AND
 MK1560'DIVISION STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0111 ***********************************************************************
 ML0111  DESIGNATION -  X 309
 ML0111  PID         -  ML0111
 ML0111  STATE/COUNTY-  NE/GREELEY
 ML0111  COUNTRY     -  US
 ML0111  USGS QUAD   -  SPALDING NW (2017)
 ML0111
 ML0111                         *CURRENT SURVEY CONTROL
 ML0111  ______________________________________________________________________
 ML0111* NAD 83(1986) POSITION- 41 41 24.     (N) 098 23 13.     (W)   SCALED
 ML0111* NAVD 88 ORTHO HEIGHT -   578.352 (meters)     1897.48  (feet) ADJUSTED
 ML0111  ______________________________________________________________________
 ML0111  GEOID HEIGHT    -        -24.503 (meters)                     GEOID18
 ML0111  DYNAMIC HEIGHT  -        578.077 (meters)     1896.57  (feet) COMP
 ML0111  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 ML0111
 ML0111  VERT ORDER      -  SECOND    CLASS 0
 ML0111
 ML0111.The horizontal coordinates were scaled from a map and have
 ML0111.an estimated accuracy of +/- 6 seconds.
 ML0111
 ML0111.The orthometric height was determined by differential leveling and
 ML0111.adjusted by the NATIONAL GEODETIC SURVEY
 ML0111.in June 1991.
 ML0111
 ML0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0111.GEOID18 height accuracy estimate available here.
 ML0111
 ML0111.Click photographs - Photos may exist for this station.
 ML0111
 ML0111.The dynamic height is computed by dividing the NAVD 88
 ML0111.geopotential number by the normal gravity value computed on the
 ML0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0111.degrees latitude (g = 980.6199 gals.).
 ML0111
 ML0111.The modeled gravity was interpolated from observed gravity values.
 ML0111
 ML0111;                    North         East    Units  Estimated Accuracy
 ML0111;SPC NE       -   207,390.      634,240.      MT  (+/- 180 meters Scaled)
 ML0111
 ML0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM510155(NAD 83)
 ML0111
 ML0111                          SUPERSEDED SURVEY CONTROL
 ML0111
 ML0111  NGVD 29 (??/??/92)  578.111  (m)         1896.69   (f) ADJ UNCH    2 0
 ML0111
 ML0111.Superseded values are not recommended for survey control.
 ML0111
 ML0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0111.See file dsdata.pdf to determine how the superseded data were derived.
 ML0111
 ML0111_MARKER: DB = BENCH MARK DISK
 ML0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0111_STAMPING: X 309 1950
 ML0111_MARK LOGO: CGS
 ML0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0111+STABILITY: SURFACE MOTION
 ML0111
 ML0111  HISTORY     - Date     Condition        Report By
 ML0111  HISTORY     - 1950     MONUMENTED       CGS
 ML0111
 ML0111                          STATION DESCRIPTION
 ML0111
 ML0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0111'1 MI W FROM SPALDING.
 ML0111'1.0 MILE WEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF STATE
 ML0111'HIGHWAYS 101 AND 91 AT SPALDING, AT A T ROAD JUNCTION, ON THE
 ML0111'OUTSIDE OF A CURVE IN THE HIGHWAY, 38 FEET EAST OF THE CENTER
 ML0111'LINE OF A NORTH AND SOUTH ROAD, 110 FEET SOUTHEAST OF THE CENTER
 ML0111'LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD
 ML0111'LEADING EAST, 5.5 FEET EAST OF A FENCE CORNER, 3 FEET NORTH OF A
 ML0111'FENCE, 2.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0111'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0257 ***********************************************************************
 MM0257  DESIGNATION -  X 31
 MM0257  PID         -  MM0257
 MM0257  STATE/COUNTY-  NE/ARTHUR
 MM0257  COUNTRY     -  US
 MM0257  USGS QUAD   -  K C LAKE (2017)
 MM0257
 MM0257                         *CURRENT SURVEY CONTROL
 MM0257  ______________________________________________________________________
 MM0257* NAD 83(1986) POSITION- 41 41 26.14   (N) 101 43 00.29   (W)   HD_HELD1
 MM0257* NAVD 88 ORTHO HEIGHT -  1124.772 (meters)     3690.19  (feet) ADJUSTED
 MM0257  ______________________________________________________________________
 MM0257  GEOID HEIGHT    -        -19.953 (meters)                     GEOID18
 MM0257  DYNAMIC HEIGHT  -       1124.108 (meters)     3688.01  (feet) COMP
 MM0257  MODELED GRAVITY -    979,993.5   (mgal)                       NAVD 88
 MM0257
 MM0257  VERT ORDER      -  SECOND    CLASS 0
 MM0257
 MM0257.The horizontal coordinates were determined by differentially corrected
 MM0257.hand held GPS observations or other comparable positioning techniques
 MM0257.and have an estimated accuracy of +/- 3 meters.
 MM0257
 MM0257.The orthometric height was determined by differential leveling and
 MM0257.adjusted by the NATIONAL GEODETIC SURVEY
 MM0257.in June 1991.
 MM0257
 MM0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0257.GEOID18 height accuracy estimate available here.
 MM0257
 MM0257.Click photographs - Photos may exist for this station.
 MM0257
 MM0257.The dynamic height is computed by dividing the NAVD 88
 MM0257.geopotential number by the normal gravity value computed on the
 MM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0257.degrees latitude (g = 980.6199 gals.).
 MM0257
 MM0257.The modeled gravity was interpolated from observed gravity values.
 MM0257
 MM0257;                    North         East    Units  Estimated Accuracy
 MM0257;SPC NE       -   207,621.7     357,136.7     MT  (+/- 3 meters HH1 GPS) 
 MM0257
 MM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7390818990(NAD 83)
 MM0257
 MM0257                          SUPERSEDED SURVEY CONTROL
 MM0257
 MM0257  NGVD 29 (??/??/92) 1124.302  (m)         3688.65   (f) ADJ UNCH    2 0
 MM0257
 MM0257.Superseded values are not recommended for survey control.
 MM0257
 MM0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0257.See file dsdata.pdf to determine how the superseded data were derived.
 MM0257
 MM0257_MARKER: DB = BENCH MARK DISK
 MM0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0257_STAMPING: X 31 1934
 MM0257_MARK LOGO: CGS
 MM0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0257+STABILITY: SURFACE MOTION
 MM0257
 MM0257  HISTORY     - Date     Condition        Report By
 MM0257  HISTORY     - 1934     MONUMENTED       CGS
 MM0257  HISTORY     - 1941     GOOD             CGS
 MM0257  HISTORY     - 1984     GOOD             USGS
 MM0257  HISTORY     - 1985     GOOD             NEDR
 MM0257
 MM0257                          STATION DESCRIPTION
 MM0257
 MM0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MM0257'9.5 MI N FROM ARTHUR.
 MM0257'9.5 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0257'COUNTY, 100 YARDS NORTHEAST OF A LARGE LAKE, 200 YARDS SOUTHEAST
 MM0257'OF A 2-STORY WHITE HOUSE, AT THE INTERSECTION OF THE LINE OF AN
 MM0257'EAST-AND-WEST FENCE, 12 FEET NORTH OF THE LINE OF THE FENCE,
 MM0257'AND 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 MM0257'DISK, STAMPED X 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0257
 MM0257                          STATION RECOVERY (1984)
 MM0257
 MM0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0257'DELETE: 38 FEET WEST OF CENTERLINE HWY. ADD: 270 FEET EAST-NORTHEAST
 MM0257'OF DRIVE, 450 FEET WEST-SOUTHWEST OF HWY.
 MM0257
 MM0257                          STATION RECOVERY (1985)
 MM0257
 MM0257'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MM0257'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST 8.8 MILES NORTH
 MM0257'ALONG HIGHWAY 61 FROM ARTHUR COUNTY COURTHOUSE, 100 YARDS NORTHEAST
 MM0257'OF LARGE LAKE, 300 YARDS SOUTHEAST OF A 2-STORY WHITE HOUSE, AT THE
 MM0257'INTERSECTION LINE OF AN EAST-WEST, 12 FEET NORTH OF THE LINE OF THE
 MM0257'FENCE, AND 38 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY. 42.8
 MM0257'FEET WEST OF CENTERLINE OF HIGHWAY 61, 2 FEET ABOVE GROUND (MILEPOST
 MM0257'133.1)
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0538 ***********************************************************************
 ML0538  DESIGNATION -  X 310
 ML0538  PID         -  ML0538
 ML0538  STATE/COUNTY-  NE/WHEELER
 ML0538  COUNTRY     -  US
 ML0538  USGS QUAD   -  ERICSON (2017)
 ML0538
 ML0538                         *CURRENT SURVEY CONTROL
 ML0538  ______________________________________________________________________
 ML0538* NAD 83(1986) POSITION- 41 45 18.     (N) 098 37 55.     (W)   SCALED
 ML0538* NAVD 88 ORTHO HEIGHT -   607.600 (meters)     1993.43  (feet) ADJUSTED
 ML0538  ______________________________________________________________________
 ML0538  GEOID HEIGHT    -        -24.261 (meters)                     GEOID18
 ML0538  DYNAMIC HEIGHT  -        607.311 (meters)     1992.49  (feet) COMP
 ML0538  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 ML0538
 ML0538  VERT ORDER      -  SECOND    CLASS 0
 ML0538
 ML0538.The horizontal coordinates were scaled from a map and have
 ML0538.an estimated accuracy of +/- 6 seconds.
 ML0538
 ML0538.The orthometric height was determined by differential leveling and
 ML0538.adjusted by the NATIONAL GEODETIC SURVEY
 ML0538.in June 1991.
 ML0538
 ML0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0538.GEOID18 height accuracy estimate available here.
 ML0538
 ML0538.Click photographs - Photos may exist for this station.
 ML0538
 ML0538.The dynamic height is computed by dividing the NAVD 88
 ML0538.geopotential number by the normal gravity value computed on the
 ML0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0538.degrees latitude (g = 980.6199 gals.).
 ML0538
 ML0538.The modeled gravity was interpolated from observed gravity values.
 ML0538
 ML0538;                    North         East    Units  Estimated Accuracy
 ML0538;SPC NE       -   214,250.      613,740.      MT  (+/- 180 meters Scaled)
 ML0538
 ML0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM305226(NAD 83)
 ML0538
 ML0538                          SUPERSEDED SURVEY CONTROL
 ML0538
 ML0538  NGVD 29 (??/??/92)  607.358  (m)         1992.64   (f) ADJ UNCH    2 0
 ML0538
 ML0538.Superseded values are not recommended for survey control.
 ML0538
 ML0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0538.See file dsdata.pdf to determine how the superseded data were derived.
 ML0538
 ML0538_MARKER: DB = BENCH MARK DISK
 ML0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0538_STAMPING: X 310 1950
 ML0538_MARK LOGO: CGS
 ML0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0538+STABILITY: SURFACE MOTION
 ML0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0538+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 ML0538
 ML0538  HISTORY     - Date     Condition        Report By
 ML0538  HISTORY     - 1950     MONUMENTED       CGS
 ML0538  HISTORY     - 20100819 GOOD             JEOCON
 ML0538
 ML0538                          STATION DESCRIPTION
 ML0538
 ML0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0538'3.2 MI SE FROM ERICSON.
 ML0538'3.2 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0538'BANK AT ERICSON, ON THE INSIDE OF A CURVE IN THE ROAD, 31 FEET
 ML0538'NORTHEAST OF THE CENTER LINE OF THE ROAD, INLINE WITH A ROW
 ML0538'OF LARGE COTTONWOOD TREES, 0.9 FOOT NORTHEAST OF A FENCE, 2 FEET
 ML0538'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0538'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0538
 ML0538                          STATION RECOVERY (2010)
 ML0538
 ML0538'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1344 ***********************************************************************
 NM1344  DESIGNATION -  X 311 RESET
 NM1344  PID         -  NM1344
 NM1344  STATE/COUNTY-  NE/ANTELOPE
 NM1344  COUNTRY     -  US
 NM1344  USGS QUAD   -  TILDEN (2017)
 NM1344
 NM1344                         *CURRENT SURVEY CONTROL
 NM1344  ______________________________________________________________________
 NM1344* NAD 83(1986) POSITION- 42 00 08.     (N) 097 50 00.     (W)   SCALED
 NM1344* NAVD 88 ORTHO HEIGHT -   533.05  (meters)     1748.8   (feet) RESET
 NM1344  ______________________________________________________________________
 NM1344  GEOID HEIGHT    -        -24.589 (meters)                     GEOID18
 NM1344  VERT ORDER      -  THIRD
 NM1344
 NM1344.The horizontal coordinates were scaled from a map and have
 NM1344.an estimated accuracy of +/- 6 seconds.
 NM1344
 NM1344.The orthometric height was computed from unverified reset data.
 NM1344
 NM1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1344.GEOID18 height accuracy estimate available here.
 NM1344
 NM1344.Click photographs - Photos may exist for this station.
 NM1344
 NM1344;                    North         East    Units  Estimated Accuracy
 NM1344;SPC NE       -   243,050.      679,430.      MT  (+/- 180 meters Scaled)
 NM1344
 NM1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM966506(NAD 83)
 NM1344
 NM1344                          SUPERSEDED SURVEY CONTROL
 NM1344
 NM1344  NGVD 29 (??/??/??)  532.83   (m)         1748.1    (f) RESET       3  
 NM1344
 NM1344.Superseded values are not recommended for survey control.
 NM1344
 NM1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1344.See file dsdata.pdf to determine how the superseded data were derived.
 NM1344
 NM1344_MARKER: DB = BENCH MARK DISK
 NM1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1344_STAMPING: X 311 RESET 1965
 NM1344_MARK LOGO: CGS
 NM1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1344+STABILITY: SURFACE MOTION
 NM1344
 NM1344  HISTORY     - Date     Condition        Report By
 NM1344  HISTORY     - 1965     MONUMENTED       CGS
 NM1344  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 NM1344
 NM1344                          STATION DESCRIPTION
 NM1344
 NM1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NM1344'3.1 MI S FROM TILDEN.
 NM1344'0.05 MILE WEST OF THE POST OFFICE IN TILDEN, THEN SOUTH ALONG
 NM1344'STATE HIGHWAY 39 FOR 3.1 MILES, 0.1 MILE SOUTH OF A ROAD
 NM1344'INTERSECTION, 88 FEET EAST OF THE CENTER OF STATE HIGHWAY 39,
 NM1344'40 PACES NORTHEAST OF A PROPOSED CULVERT, 1.5 FEET SOUTH OF A
 NM1344'METAL WITNESS POST, AT THE EAST EDGE OF THE RIGHT-OF-WAY OF
 NM1344'STATE HIGHWAY 39, AND SET IN THE TOP OF A ROUND CONCRETE
 NM1344'MONUMENT WHICH PROJECTS 4 INCHES.
 NM1344
 NM1344                          STATION RECOVERY (2009)
 NM1344
 NM1344'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 NM1344'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0106 ***********************************************************************
 ML0106  DESIGNATION -  X 312
 ML0106  PID         -  ML0106
 ML0106  STATE/COUNTY-  NE/BOONE
 ML0106  COUNTRY     -  US
 ML0106  USGS QUAD   -  ELGIN SW (2017)
 ML0106
 ML0106                         *CURRENT SURVEY CONTROL
 ML0106  ______________________________________________________________________
 ML0106* NAD 83(1986) POSITION- 41 46 13.02   (N) 098 10 50.15   (W)   HD_HELD1
 ML0106* NAVD 88 ORTHO HEIGHT -   614.071 (meters)     2014.66  (feet) ADJUSTED
 ML0106  ______________________________________________________________________
 ML0106  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 ML0106  DYNAMIC HEIGHT  -        613.793 (meters)     2013.75  (feet) COMP
 ML0106  MODELED GRAVITY -    980,149.2   (mgal)                       NAVD 88
 ML0106
 ML0106  VERT ORDER      -  SECOND    CLASS 0
 ML0106
 ML0106.The horizontal coordinates were determined by differentially corrected
 ML0106.hand held GPS observations or other comparable positioning techniques
 ML0106.and have an estimated accuracy of +/- 3 meters.
 ML0106
 ML0106.The orthometric height was determined by differential leveling and
 ML0106.adjusted by the NATIONAL GEODETIC SURVEY
 ML0106.in June 1991.
 ML0106
 ML0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0106.GEOID18 height accuracy estimate available here.
 ML0106
 ML0106.Click photographs - Photos may exist for this station.
 ML0106
 ML0106.The dynamic height is computed by dividing the NAVD 88
 ML0106.geopotential number by the normal gravity value computed on the
 ML0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0106.degrees latitude (g = 980.6199 gals.).
 ML0106
 ML0106.The modeled gravity was interpolated from observed gravity values.
 ML0106
 ML0106;                    North         East    Units  Estimated Accuracy
 ML0106;SPC NE       -   216,642.4     651,218.6     MT  (+/- 3 meters HH1 GPS) 
 ML0106
 ML0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6810424595(NAD 83)
 ML0106
 ML0106                          SUPERSEDED SURVEY CONTROL
 ML0106
 ML0106  NGVD 29 (??/??/92)  613.834  (m)         2013.89   (f) ADJ UNCH    2 0
 ML0106
 ML0106.Superseded values are not recommended for survey control.
 ML0106
 ML0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0106.See file dsdata.pdf to determine how the superseded data were derived.
 ML0106
 ML0106_MARKER: DB = BENCH MARK DISK
 ML0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0106_STAMPING: X 312 1950
 ML0106_MARK LOGO: CGS
 ML0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0106+STABILITY: SURFACE MOTION
 ML0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0106+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 ML0106
 ML0106  HISTORY     - Date     Condition        Report By
 ML0106  HISTORY     - 1950     MONUMENTED       CGS
 ML0106  HISTORY     - 20100819 GOOD             JEOCON
 ML0106
 ML0106                          STATION DESCRIPTION
 ML0106
 ML0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0106'5.7 MI W FROM LORETTO.
 ML0106'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0106'LORETTO, THENCE 4.45 MILES WEST ALONG A SAND ROAD, AT A ROAD
 ML0106'INTERSECTION, 100 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 ML0106'WEST ROAD, 66 FEET SOUTH OF A FENCE CORNER, 33 FEET WEST OF THE
 ML0106'CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT WEST OF A FENCE,
 ML0106'2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0106'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0106
 ML0106                          STATION RECOVERY (2010)
 ML0106
 ML0106'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 ML0106'REAL TIME NETWORK GPS OBSERVATION.
 ML0106'41 46'13.020''N     98 10'50.152''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0030 ***********************************************************************
 MM0030  DESIGNATION -  X 313
 MM0030  PID         -  MM0030
 MM0030  STATE/COUNTY-  NE/BLAINE
 MM0030  COUNTRY     -  US
 MM0030  USGS QUAD   -  DUNNING (2017)
 MM0030
 MM0030                         *CURRENT SURVEY CONTROL
 MM0030  ______________________________________________________________________
 MM0030* NAD 83(1986) POSITION- 41 48 52.     (N) 100 04 17.     (W)   SCALED
 MM0030* NAVD 88 ORTHO HEIGHT -   797.188 (meters)     2615.44  (feet) ADJUSTED
 MM0030  ______________________________________________________________________
 MM0030  GEOID HEIGHT    -        -22.306 (meters)                     GEOID18
 MM0030  DYNAMIC HEIGHT  -        796.775 (meters)     2614.09  (feet) COMP
 MM0030  MODELED GRAVITY -    980,078.6   (mgal)                       NAVD 88
 MM0030
 MM0030  VERT ORDER      -  SECOND    CLASS 0
 MM0030
 MM0030.The horizontal coordinates were scaled from a map and have
 MM0030.an estimated accuracy of +/- 6 seconds.
 MM0030
 MM0030.The orthometric height was determined by differential leveling and
 MM0030.adjusted by the NATIONAL GEODETIC SURVEY
 MM0030.in June 1991.
 MM0030
 MM0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0030.GEOID18 height accuracy estimate available here.
 MM0030
 MM0030.Click photographs - Photos may exist for this station.
 MM0030
 MM0030.The dynamic height is computed by dividing the NAVD 88
 MM0030.geopotential number by the normal gravity value computed on the
 MM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0030.degrees latitude (g = 980.6199 gals.).
 MM0030
 MM0030.The modeled gravity was interpolated from observed gravity values.
 MM0030
 MM0030;                    North         East    Units  Estimated Accuracy
 MM0030;SPC NE       -   219,960.      494,070.      MT  (+/- 180 meters Scaled)
 MM0030
 MM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM110297(NAD 83)
 MM0030
 MM0030                          SUPERSEDED SURVEY CONTROL
 MM0030
 MM0030  NGVD 29 (??/??/92)  796.893  (m)         2614.47   (f) ADJ UNCH    2 0
 MM0030
 MM0030.Superseded values are not recommended for survey control.
 MM0030
 MM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0030.See file dsdata.pdf to determine how the superseded data were derived.
 MM0030
 MM0030_MARKER: DB = BENCH MARK DISK
 MM0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0030_STAMPING: X 313 1950
 MM0030_MARK LOGO: CGS
 MM0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0030+STABILITY: SURFACE MOTION
 MM0030
 MM0030  HISTORY     - Date     Condition        Report By
 MM0030  HISTORY     - 1950     MONUMENTED       CGS
 MM0030  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0030
 MM0030                          STATION DESCRIPTION
 MM0030
 MM0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0030'2.2 MI SE FROM DUNNING.
 MM0030'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0030'RAILROAD FROM THE STATION AT DUNNING, THENCE 1.1 MILES SOUTHEAST
 MM0030'ALONG A WINDING SAND ROAD, 200 FEET EAST OF THE TOP OF A SMALL
 MM0030'HILL, 76 FEET WEST OF A TELEPHONE POLE, 46 FEET EAST OF THE CENTER
 MM0030'OF A GATE, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1
 MM0030'FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET
 MM0030'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MM0030'THE GROUND.
 MM0030
 MM0030                          STATION RECOVERY (1985)
 MM0030
 MM0030'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0875 ***********************************************************************
 ML0875  DESIGNATION -  X 314
 ML0875  PID         -  ML0875
 ML0875  STATE/COUNTY-  NE/BLAINE
 ML0875  COUNTRY     -  US
 ML0875  USGS QUAD   -  ALMERIA NW (2017)
 ML0875
 ML0875                         *CURRENT SURVEY CONTROL
 ML0875  ______________________________________________________________________
 ML0875* NAD 83(1986) POSITION- 41 55 43.     (N) 099 44 06.     (W)   SCALED
 ML0875* NAVD 88 ORTHO HEIGHT -   743.669 (meters)     2439.85  (feet) ADJUSTED
 ML0875  ______________________________________________________________________
 ML0875  GEOID HEIGHT    -        -22.578 (meters)                     GEOID18
 ML0875  DYNAMIC HEIGHT  -        743.313 (meters)     2438.69  (feet) COMP
 ML0875  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 ML0875
 ML0875  VERT ORDER      -  SECOND    CLASS 0
 ML0875
 ML0875.The horizontal coordinates were scaled from a map and have
 ML0875.an estimated accuracy of +/- 6 seconds.
 ML0875
 ML0875.The orthometric height was determined by differential leveling and
 ML0875.adjusted by the NATIONAL GEODETIC SURVEY
 ML0875.in June 1991.
 ML0875
 ML0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0875.GEOID18 height accuracy estimate available here.
 ML0875
 ML0875.Click photographs - Photos may exist for this station.
 ML0875
 ML0875.The dynamic height is computed by dividing the NAVD 88
 ML0875.geopotential number by the normal gravity value computed on the
 ML0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0875.degrees latitude (g = 980.6199 gals.).
 ML0875
 ML0875.The modeled gravity was interpolated from observed gravity values.
 ML0875
 ML0875;                    North         East    Units  Estimated Accuracy
 ML0875;SPC NE       -   232,670.      521,970.      MT  (+/- 180 meters Scaled)
 ML0875
 ML0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM390421(NAD 83)
 ML0875
 ML0875                          SUPERSEDED SURVEY CONTROL
 ML0875
 ML0875  NGVD 29 (??/??/92)  743.391  (m)         2438.94   (f) ADJ UNCH    2 0
 ML0875
 ML0875.Superseded values are not recommended for survey control.
 ML0875
 ML0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0875.See file dsdata.pdf to determine how the superseded data were derived.
 ML0875
 ML0875_MARKER: DB = BENCH MARK DISK
 ML0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0875_STAMPING: X 314 1950
 ML0875_MARK LOGO: CGS
 ML0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0875+STABILITY: SURFACE MOTION
 ML0875
 ML0875  HISTORY     - Date     Condition        Report By
 ML0875  HISTORY     - 1950     MONUMENTED       CGS
 ML0875
 ML0875                          STATION DESCRIPTION
 ML0875
 ML0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0875'7.2 MI E FROM BREWSTER.
 ML0875'7.2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0875'BREWSTER, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18
 ML0875'FEET SOUTH OF A FENCE CORNER, 0.7 FOOT EAST OF A FENCE, 2 FEET
 ML0875'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0875'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0829 ***********************************************************************
 ML0829  DESIGNATION -  X 315
 ML0829  PID         -  ML0829
 ML0829  STATE/COUNTY-  NE/DAWSON
 ML0829  COUNTRY     -  US
 ML0829  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0829
 ML0829                         *CURRENT SURVEY CONTROL
 ML0829  ______________________________________________________________________
 ML0829* NAD 83(1986) POSITION- 41 01 53.     (N) 099 38 54.     (W)   SCALED
 ML0829* NAVD 88 ORTHO HEIGHT -   749.704 (meters)     2459.65  (feet) ADJUSTED
 ML0829  ______________________________________________________________________
 ML0829  GEOID HEIGHT    -        -23.463 (meters)                     GEOID18
 ML0829  DYNAMIC HEIGHT  -        749.276 (meters)     2458.25  (feet) COMP
 ML0829  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 ML0829
 ML0829  VERT ORDER      -  SECOND    CLASS 0
 ML0829
 ML0829.The horizontal coordinates were scaled from a map and have
 ML0829.an estimated accuracy of +/- 6 seconds.
 ML0829
 ML0829.The orthometric height was determined by differential leveling and
 ML0829.adjusted by the NATIONAL GEODETIC SURVEY
 ML0829.in June 1991.
 ML0829
 ML0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0829.GEOID18 height accuracy estimate available here.
 ML0829
 ML0829.Click photographs - Photos may exist for this station.
 ML0829
 ML0829.The dynamic height is computed by dividing the NAVD 88
 ML0829.geopotential number by the normal gravity value computed on the
 ML0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0829.degrees latitude (g = 980.6199 gals.).
 ML0829
 ML0829.The modeled gravity was interpolated from observed gravity values.
 ML0829
 ML0829;                    North         East    Units  Estimated Accuracy
 ML0829;SPC NE       -   133,080.      529,560.      MT  (+/- 180 meters Scaled)
 ML0829
 ML0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML454424(NAD 83)
 ML0829
 ML0829                          SUPERSEDED SURVEY CONTROL
 ML0829
 ML0829  NGVD 29 (??/??/92)  749.422  (m)         2458.73   (f) ADJ UNCH    2 0
 ML0829
 ML0829.Superseded values are not recommended for survey control.
 ML0829
 ML0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0829.See file dsdata.pdf to determine how the superseded data were derived.
 ML0829
 ML0829_MARKER: DB = BENCH MARK DISK
 ML0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0829_STAMPING: X 315 1950
 ML0829_MARK LOGO: CGS
 ML0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0829+STABILITY: SURFACE MOTION
 ML0829
 ML0829  HISTORY     - Date     Condition        Report By
 ML0829  HISTORY     - 1950     MONUMENTED       CGS
 ML0829  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 ML0829
 ML0829                          STATION DESCRIPTION
 ML0829
 ML0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0829'2.4 MI NW FROM EDDYVILLE.
 ML0829'2.4 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0829'THE POST OFFICE AT EDDYVILLE, AT A RAILROAD CROSSING, 116 FEET
 ML0829'NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC TRACK, 62
 ML0829'FEET WEST OF A BRACED POWER POLE, 44 FEET NORTH OF THE CENTER
 ML0829'LINE OF THE HIGHWAY, 38.8 FEET NORTHEAST OF THE NORTHEAST CORNER
 ML0829'OF A SMALL WOODEN BRIDGE, 1.6 FEET WEST OF A REFERENCE POST,
 ML0829'AND SET IN THE TOP OF A 5.3 FOOT CONCRETE POST PROJECTING 0.3
 ML0829'FOOT ABOVE THE GROUND.
 ML0829
 ML0829                          STATION RECOVERY (1983)
 ML0829
 ML0829'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0046 ***********************************************************************
 MM0046  DESIGNATION -  X 316
 MM0046  PID         -  MM0046
 MM0046  STATE/COUNTY-  NE/CUSTER
 MM0046  COUNTRY     -  US
 MM0046  USGS QUAD   -  ARNOLD (2017)
 MM0046
 MM0046                         *CURRENT SURVEY CONTROL
 MM0046  ______________________________________________________________________
 MM0046* NAD 83(1986) POSITION- 41 25 37.     (N) 100 11 17.     (W)   SCALED
 MM0046* NAVD 88 ORTHO HEIGHT -   835.219 (meters)     2740.21  (feet) ADJUSTED
 MM0046  ______________________________________________________________________
 MM0046  GEOID HEIGHT    -        -22.002 (meters)                     GEOID18
 MM0046  DYNAMIC HEIGHT  -        834.779 (meters)     2738.77  (feet) COMP
 MM0046  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 MM0046
 MM0046  VERT ORDER      -  SECOND    CLASS 0
 MM0046
 MM0046.The horizontal coordinates were scaled from a map and have
 MM0046.an estimated accuracy of +/- 6 seconds.
 MM0046
 MM0046.The orthometric height was determined by differential leveling and
 MM0046.adjusted by the NATIONAL GEODETIC SURVEY
 MM0046.in June 1991.
 MM0046
 MM0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0046.GEOID18 height accuracy estimate available here.
 MM0046
 MM0046.Click photographs - Photos may exist for this station.
 MM0046
 MM0046.The dynamic height is computed by dividing the NAVD 88
 MM0046.geopotential number by the normal gravity value computed on the
 MM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0046.degrees latitude (g = 980.6199 gals.).
 MM0046
 MM0046.The modeled gravity was interpolated from observed gravity values.
 MM0046
 MM0046;                    North         East    Units  Estimated Accuracy
 MM0046;SPC NE       -   176,950.      484,290.      MT  (+/- 180 meters Scaled)
 MM0046
 MM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML007868(NAD 83)
 MM0046
 MM0046                          SUPERSEDED SURVEY CONTROL
 MM0046
 MM0046  NGVD 29 (??/??/92)  834.972  (m)         2739.40   (f) ADJ UNCH    2 0
 MM0046
 MM0046.Superseded values are not recommended for survey control.
 MM0046
 MM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0046.See file dsdata.pdf to determine how the superseded data were derived.
 MM0046
 MM0046_MARKER: DB = BENCH MARK DISK
 MM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0046_STAMPING: X 316 1950
 MM0046_MARK LOGO: CGS
 MM0046_PROJECTION: FLUSH
 MM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0046+STABILITY: SURFACE MOTION
 MM0046
 MM0046  HISTORY     - Date     Condition        Report By
 MM0046  HISTORY     - 1950     MONUMENTED       CGS
 MM0046  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0046
 MM0046                          STATION DESCRIPTION
 MM0046
 MM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0046'0.2 MI NE FROM ARNOLD.
 MM0046'0.1 MILE NORTH ALONG HASKELL STREET FROM THE HIGH SCHOOL AT ARNOLD,
 MM0046'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, AT THE ARNOLD AIRPORT,
 MM0046'19 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE AIRPORT, 5
 MM0046'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR, 2
 MM0046'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MM0046'WHICH IS FLUSH WITH THE GROUND.
 MM0046
 MM0046                          STATION RECOVERY (1972)
 MM0046
 MM0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0661 ***********************************************************************
 LH0661  DESIGNATION -  X 317
 LH0661  PID         -  LH0661
 LH0661  STATE/COUNTY-  NE/BUFFALO
 LH0661  COUNTRY     -  US
 LH0661  USGS QUAD   -  MILLER NE (2017)
 LH0661
 LH0661                         *CURRENT SURVEY CONTROL
 LH0661  ______________________________________________________________________
 LH0661* NAD 83(1986) POSITION- 40 54 07.62   (N) 099 18 32.45   (W)   HD_HELD1
 LH0661* NAVD 88 ORTHO HEIGHT -   719.978 (meters)     2362.13  (feet) ADJUSTED
 LH0661  ______________________________________________________________________
 LH0661  GEOID HEIGHT    -        -23.995 (meters)                     GEOID18
 LH0661  DYNAMIC HEIGHT  -        719.571 (meters)     2360.79  (feet) COMP
 LH0661  MODELED GRAVITY -    980,034.5   (mgal)                       NAVD 88
 LH0661
 LH0661  VERT ORDER      -  SECOND    CLASS 0
 LH0661
 LH0661.The horizontal coordinates were determined by differentially corrected
 LH0661.hand held GPS observations or other comparable positioning techniques
 LH0661.and have an estimated accuracy of +/- 3 meters.
 LH0661
 LH0661.The orthometric height was determined by differential leveling and
 LH0661.adjusted by the NATIONAL GEODETIC SURVEY
 LH0661.in June 1991.
 LH0661
 LH0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0661.GEOID18 height accuracy estimate available here.
 LH0661
 LH0661.Click photographs - Photos may exist for this station.
 LH0661
 LH0661.The dynamic height is computed by dividing the NAVD 88
 LH0661.geopotential number by the normal gravity value computed on the
 LH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0661.degrees latitude (g = 980.6199 gals.).
 LH0661
 LH0661.The modeled gravity was interpolated from observed gravity values.
 LH0661
 LH0661;                    North         East    Units  Estimated Accuracy
 LH0661;SPC NE       -   118,896.5     558,204.9     MT  (+/- 3 meters HH1 GPS) 
 LH0661
 LH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7397327937(NAD 83)
 LH0661
 LH0661                          SUPERSEDED SURVEY CONTROL
 LH0661
 LH0661  NGVD 29 (??/??/92)  719.720  (m)         2361.28   (f) ADJ UNCH    2 0
 LH0661
 LH0661.Superseded values are not recommended for survey control.
 LH0661
 LH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0661.See file dsdata.pdf to determine how the superseded data were derived.
 LH0661
 LH0661_MARKER: DB = BENCH MARK DISK
 LH0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0661_STAMPING: X 317 1950
 LH0661_MARK LOGO: CGS
 LH0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0661+STABILITY: SURFACE MOTION
 LH0661
 LH0661  HISTORY     - Date     Condition        Report By
 LH0661  HISTORY     - 1950     MONUMENTED       CGS
 LH0661
 LH0661                          STATION DESCRIPTION
 LH0661
 LH0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0661'6.9 MI W FROM AMHERST.
 LH0661'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0661'RAILROAD STATION AT AMHERST, THENCE 4.4 MILES NORTH ALONG A
 LH0661'GRAVELED ROAD, THENCE 2.1 MILES WEST ALONG A GRADED DIRT ROAD,
 LH0661'ON TOP OF A HILL, 33 FEET NORTH OF THE CENTER LINE OF A ROAD,
 LH0661'44 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH
 LH0661'TO A FARMHOUSE, 6 FEET WEST OF A POWER POLE, 1.9 FEET SOUTH OF
 LH0661'A FENCE, 1.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0661'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0906 ***********************************************************************
 ML0906  DESIGNATION -  X 318
 ML0906  PID         -  ML0906
 ML0906  STATE/COUNTY-  NE/CUSTER
 ML0906  COUNTRY     -  US
 ML0906  USGS QUAD   -  MILBURN (2017)
 ML0906
 ML0906                         *CURRENT SURVEY CONTROL
 ML0906  ______________________________________________________________________
 ML0906* NAD 83(1986) POSITION- 41 41 00.     (N) 099 39 17.     (W)   SCALED
 ML0906* NAVD 88 ORTHO HEIGHT -   745.949 (meters)     2447.33  (feet) ADJUSTED
 ML0906  ______________________________________________________________________
 ML0906  GEOID HEIGHT    -        -22.737 (meters)                     GEOID18
 ML0906  DYNAMIC HEIGHT  -        745.566 (meters)     2446.08  (feet) COMP
 ML0906  MODELED GRAVITY -    980,084.5   (mgal)                       NAVD 88
 ML0906
 ML0906  VERT ORDER      -  SECOND    CLASS 0
 ML0906
 ML0906.The horizontal coordinates were scaled from a map and have
 ML0906.an estimated accuracy of +/- 6 seconds.
 ML0906
 ML0906.The orthometric height was determined by differential leveling and
 ML0906.adjusted by the NATIONAL GEODETIC SURVEY
 ML0906.in June 1991.
 ML0906
 ML0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0906.GEOID18 height accuracy estimate available here.
 ML0906
 ML0906.Click photographs - Photos may exist for this station.
 ML0906
 ML0906.The dynamic height is computed by dividing the NAVD 88
 ML0906.geopotential number by the normal gravity value computed on the
 ML0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0906.degrees latitude (g = 980.6199 gals.).
 ML0906
 ML0906.The modeled gravity was interpolated from observed gravity values.
 ML0906
 ML0906;                    North         East    Units  Estimated Accuracy
 ML0906;SPC NE       -   205,460.      528,740.      MT  (+/- 180 meters Scaled)
 ML0906
 ML0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM455148(NAD 83)
 ML0906
 ML0906                          SUPERSEDED SURVEY CONTROL
 ML0906
 ML0906  NGVD 29 (??/??/92)  745.668  (m)         2446.41   (f) ADJ UNCH    2 0
 ML0906
 ML0906.Superseded values are not recommended for survey control.
 ML0906
 ML0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0906.See file dsdata.pdf to determine how the superseded data were derived.
 ML0906
 ML0906_MARKER: DB = BENCH MARK DISK
 ML0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0906_STAMPING: X 318 1950
 ML0906_MARK LOGO: CGS
 ML0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0906+STABILITY: SURFACE MOTION
 ML0906
 ML0906  HISTORY     - Date     Condition        Report By
 ML0906  HISTORY     - 1950     MONUMENTED       CGS
 ML0906  HISTORY     - 1984     GOOD             LOCSUR
 ML0906
 ML0906                          STATION DESCRIPTION
 ML0906
 ML0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0906'4.2 MI NW FROM GATES.
 ML0906'3.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT GATES
 ML0906'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, 0.1 MILE WEST OF A WHITE
 ML0906'FARMHOUSE, 28 FEET NORTHWEST OF A COTTONWOOD TREE, 32 FEET SOUTH
 ML0906'OF THE CENTER LINE OF THE DIRT ROAD, 33 FEET EAST OF A FENCE
 ML0906'LEADING SOUTH, 2 FEET NORTH OF AN EAST AND WEST FENCE, 1.5 FEET
 ML0906'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0906'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0906
 ML0906                          STATION RECOVERY (1984)
 ML0906
 ML0906'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0906'MARK IS 28 FEET NORTHWEST OF A COTTONWOOD TREE AT WEST EDGE OF
 ML0906'FARMSTEAD, 32 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD WEST
 ML0906'AND ON THE EAST EDGE OF A FARM DRIVE SOUTH PLACED A WITNESS POST 1
 ML0906'FOOT SOUTH OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0967 ***********************************************************************
 ML0967  DESIGNATION -  X 319
 ML0967  PID         -  ML0967
 ML0967  STATE/COUNTY-  NE/CUSTER
 ML0967  COUNTRY     -  US
 ML0967  USGS QUAD   -  ANSELMO NE (2017)
 ML0967
 ML0967                         *CURRENT SURVEY CONTROL
 ML0967  ______________________________________________________________________
 ML0967* NAD 83(1986) POSITION- 41 39 17.     (N) 099 50 44.     (W)   SCALED
 ML0967* NAVD 88 ORTHO HEIGHT -   813.846 (meters)     2670.09  (feet) ADJUSTED
 ML0967  ______________________________________________________________________
 ML0967  GEOID HEIGHT    -        -22.384 (meters)                     GEOID18
 ML0967  DYNAMIC HEIGHT  -        813.428 (meters)     2668.72  (feet) COMP
 ML0967  MODELED GRAVITY -    980,082.3   (mgal)                       NAVD 88
 ML0967
 ML0967  VERT ORDER      -  SECOND    CLASS 0
 ML0967
 ML0967.The horizontal coordinates were scaled from a map and have
 ML0967.an estimated accuracy of +/- 6 seconds.
 ML0967
 ML0967.The orthometric height was determined by differential leveling and
 ML0967.adjusted by the NATIONAL GEODETIC SURVEY
 ML0967.in June 1991.
 ML0967
 ML0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0967.GEOID18 height accuracy estimate available here.
 ML0967
 ML0967.Click photographs - Photos may exist for this station.
 ML0967
 ML0967.The dynamic height is computed by dividing the NAVD 88
 ML0967.geopotential number by the normal gravity value computed on the
 ML0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0967.degrees latitude (g = 980.6199 gals.).
 ML0967
 ML0967.The modeled gravity was interpolated from observed gravity values.
 ML0967
 ML0967;                    North         East    Units  Estimated Accuracy
 ML0967;SPC NE       -   202,230.      512,860.      MT  (+/- 180 meters Scaled)
 ML0967
 ML0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM295117(NAD 83)
 ML0967
 ML0967                          SUPERSEDED SURVEY CONTROL
 ML0967
 ML0967  NGVD 29 (??/??/92)  813.563  (m)         2669.16   (f) ADJ UNCH    2 0
 ML0967
 ML0967.Superseded values are not recommended for survey control.
 ML0967
 ML0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0967.See file dsdata.pdf to determine how the superseded data were derived.
 ML0967
 ML0967_MARKER: DB = BENCH MARK DISK
 ML0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0967_STAMPING: X 319 1950
 ML0967_MARK LOGO: CGS
 ML0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0967+STABILITY: SURFACE MOTION
 ML0967
 ML0967  HISTORY     - Date     Condition        Report By
 ML0967  HISTORY     - 1950     MONUMENTED       CGS
 ML0967
 ML0967                          STATION DESCRIPTION
 ML0967
 ML0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0967'3.6 MI NE FROM ANSELMO.
 ML0967'2.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO,
 ML0967'BURLINGTON AND QUINCY RAILROAD STATION AT ANSELMO, THENCE 1.0
 ML0967'MILE EAST ALONG A GRADED DIRT ROAD, 0.15 MILE EAST OF A FARMHOUSE
 ML0967'WHICH IS SURROUNDED BY TREES, 97 FEET NORTH OF THE CENTER LINE
 ML0967'OF AN EAST AND WEST ROAD, 64 FEET NORTH OF A FENCE, 27 FEET SOUTH
 ML0967'OF A SMALL BOX ELDER TREE, 19 FEET WEST OF THE CENTER LINE OF A
 ML0967'DIM FARM ROAD LEADING NORTH ALONG THE EAST SIDE OF A FENCE, 2 FEET
 ML0967'EAST OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF
 ML0967'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0843 ***********************************************************************
 ML0843  DESIGNATION -  X 320
 ML0843  PID         -  ML0843
 ML0843  STATE/COUNTY-  NE/DAWSON
 ML0843  COUNTRY     -  US
 ML0843  USGS QUAD   -  OCONTO SE (2017)
 ML0843
 ML0843                         *CURRENT SURVEY CONTROL
 ML0843  ______________________________________________________________________
 ML0843* NAD 83(1986) POSITION- 41 00 20.     (N) 099 50 16.     (W)   SCALED
 ML0843* NAVD 88 ORTHO HEIGHT -   790.168 (meters)     2592.41  (feet) ADJUSTED
 ML0843  ______________________________________________________________________
 ML0843  GEOID HEIGHT    -        -23.329 (meters)                     GEOID18
 ML0843  DYNAMIC HEIGHT  -        789.704 (meters)     2590.89  (feet) COMP
 ML0843  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 ML0843
 ML0843  VERT ORDER      -  SECOND    CLASS 0
 ML0843
 ML0843.The horizontal coordinates were scaled from a map and have
 ML0843.an estimated accuracy of +/- 6 seconds.
 ML0843
 ML0843.The orthometric height was determined by differential leveling and
 ML0843.adjusted by the NATIONAL GEODETIC SURVEY
 ML0843.in June 1991.
 ML0843
 ML0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0843.GEOID18 height accuracy estimate available here.
 ML0843
 ML0843.Click photographs - Photos may exist for this station.
 ML0843
 ML0843.The dynamic height is computed by dividing the NAVD 88
 ML0843.geopotential number by the normal gravity value computed on the
 ML0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0843.degrees latitude (g = 980.6199 gals.).
 ML0843
 ML0843.The modeled gravity was interpolated from observed gravity values.
 ML0843
 ML0843;                    North         East    Units  Estimated Accuracy
 ML0843;SPC NE       -   130,160.      513,640.      MT  (+/- 180 meters Scaled)
 ML0843
 ML0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML295397(NAD 83)
 ML0843
 ML0843                          SUPERSEDED SURVEY CONTROL
 ML0843
 ML0843  NGVD 29 (??/??/92)  789.861  (m)         2591.40   (f) ADJ UNCH    2 0
 ML0843
 ML0843.Superseded values are not recommended for survey control.
 ML0843
 ML0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0843.See file dsdata.pdf to determine how the superseded data were derived.
 ML0843
 ML0843_MARKER: DB = BENCH MARK DISK
 ML0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0843_STAMPING: X 320 1950
 ML0843_MARK LOGO: CGS
 ML0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0843+STABILITY: SURFACE MOTION
 ML0843
 ML0843  HISTORY     - Date     Condition        Report By
 ML0843  HISTORY     - 1950     MONUMENTED       CGS
 ML0843
 ML0843                          STATION DESCRIPTION
 ML0843
 ML0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0843'1.4 MI N FROM BUFFALO.
 ML0843'1.4 MILES NORTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 ML0843'OFFICE AT BUFFALO, AT A ROAD JUNCTION, 300 FEET NORTHWEST OF THE
 ML0843'NORTHWEST CORNER OF A BRIDGE, 28 FEET WEST OF THE CENTER
 ML0843'LINE OF A NORTH AND SOUTH ROAD, 36 FEET SOUTHWEST OF THE CENTER
 ML0843'LINE OF A ROAD LEADING NORTHWEST, 1 FOOT NORTHEAST OF A FENCE,
 ML0843'1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0843'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0790 ***********************************************************************
 ML0790  DESIGNATION -  X 321
 ML0790  PID         -  ML0790
 ML0790  STATE/COUNTY-  NE/CUSTER
 ML0790  COUNTRY     -  US
 ML0790  USGS QUAD   -  OCONTO NW (2017)
 ML0790
 ML0790                         *CURRENT SURVEY CONTROL
 ML0790  ______________________________________________________________________
 ML0790* NAD 83(1986) POSITION- 41 14 29.     (N) 099 52 49.     (W)   SCALED
 ML0790* NAVD 88 ORTHO HEIGHT -   803.868 (meters)     2637.36  (feet) ADJUSTED
 ML0790  ______________________________________________________________________
 ML0790  GEOID HEIGHT    -        -22.676 (meters)                     GEOID18
 ML0790  DYNAMIC HEIGHT  -        803.431 (meters)     2635.92  (feet) COMP
 ML0790  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 ML0790
 ML0790  VERT ORDER      -  SECOND    CLASS 0
 ML0790
 ML0790.The horizontal coordinates were scaled from a map and have
 ML0790.an estimated accuracy of +/- 6 seconds.
 ML0790
 ML0790.The orthometric height was determined by differential leveling and
 ML0790.adjusted by the NATIONAL GEODETIC SURVEY
 ML0790.in June 1991.
 ML0790
 ML0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0790.GEOID18 height accuracy estimate available here.
 ML0790
 ML0790.Click photographs - Photos may exist for this station.
 ML0790
 ML0790.The dynamic height is computed by dividing the NAVD 88
 ML0790.geopotential number by the normal gravity value computed on the
 ML0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0790.degrees latitude (g = 980.6199 gals.).
 ML0790
 ML0790.The modeled gravity was interpolated from observed gravity values.
 ML0790
 ML0790;                    North         East    Units  Estimated Accuracy
 ML0790;SPC NE       -   156,340.      510,030.      MT  (+/- 180 meters Scaled)
 ML0790
 ML0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML262659(NAD 83)
 ML0790
 ML0790                          SUPERSEDED SURVEY CONTROL
 ML0790
 ML0790  NGVD 29 (??/??/92)  803.607  (m)         2636.50   (f) ADJ UNCH    2 0
 ML0790
 ML0790.Superseded values are not recommended for survey control.
 ML0790
 ML0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0790.See file dsdata.pdf to determine how the superseded data were derived.
 ML0790
 ML0790_MARKER: DB = BENCH MARK DISK
 ML0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0790_STAMPING: X 321 1950
 ML0790_MARK LOGO: CGS
 ML0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0790+STABILITY: SURFACE MOTION
 ML0790
 ML0790  HISTORY     - Date     Condition        Report By
 ML0790  HISTORY     - 1950     MONUMENTED       CGS
 ML0790
 ML0790                          STATION DESCRIPTION
 ML0790
 ML0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0790'4.3 MI SE FROM CALLAWAY.
 ML0790'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0790'RAILROAD STATION AT CALLAWAY, 41 FEET NORTHEAST OF THE CENTER
 ML0790'LINE OF THE HIGHWAY, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 ML0790'THE UNION PACIFIC RAILROAD, 5 FEET NORTHEAST OF A FENCE CORNER,
 ML0790'1.2 FEET NORTHWEST OF A FENCE, 1.2 FEET NORTHWEST OF A WITNESS
 ML0790'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0790'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0688 ***********************************************************************
 ML0688  DESIGNATION -  X 322
 ML0688  PID         -  ML0688
 ML0688  STATE/COUNTY-  NE/VALLEY
 ML0688  COUNTRY     -  US
 ML0688  USGS QUAD   -  ARCADIA WEST (2017)
 ML0688
 ML0688                         *CURRENT SURVEY CONTROL
 ML0688  ______________________________________________________________________
 ML0688* NAD 83(1986) POSITION- 41 24 58.     (N) 099 08 40.     (W)   SCALED
 ML0688* NAVD 88 ORTHO HEIGHT -   658.555 (meters)     2160.61  (feet) ADJUSTED
 ML0688  ______________________________________________________________________
 ML0688  GEOID HEIGHT    -        -23.579 (meters)                     GEOID18
 ML0688  DYNAMIC HEIGHT  -        658.223 (meters)     2159.52  (feet) COMP
 ML0688  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 ML0688
 ML0688  VERT ORDER      -  FIRST     CLASS II
 ML0688
 ML0688.The horizontal coordinates were scaled from a map and have
 ML0688.an estimated accuracy of +/- 6 seconds.
 ML0688
 ML0688.The orthometric height was determined by differential leveling and
 ML0688.adjusted by the NATIONAL GEODETIC SURVEY
 ML0688.in June 1991.
 ML0688
 ML0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0688.GEOID18 height accuracy estimate available here.
 ML0688
 ML0688.Click photographs - Photos may exist for this station.
 ML0688
 ML0688.The dynamic height is computed by dividing the NAVD 88
 ML0688.geopotential number by the normal gravity value computed on the
 ML0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0688.degrees latitude (g = 980.6199 gals.).
 ML0688
 ML0688.The modeled gravity was interpolated from observed gravity values.
 ML0688
 ML0688;                    North         East    Units  Estimated Accuracy
 ML0688;SPC NE       -   176,080.      571,500.      MT  (+/- 180 meters Scaled)
 ML0688
 ML0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML879849(NAD 83)
 ML0688
 ML0688                          SUPERSEDED SURVEY CONTROL
 ML0688
 ML0688  NGVD 29 (??/??/92)  658.309  (m)         2159.80   (f) ADJ UNCH    1 2
 ML0688
 ML0688.Superseded values are not recommended for survey control.
 ML0688
 ML0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0688.See file dsdata.pdf to determine how the superseded data were derived.
 ML0688
 ML0688_MARKER: DB = BENCH MARK DISK
 ML0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0688_STAMPING: X 322 1950
 ML0688_MARK LOGO: CGS
 ML0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0688+STABILITY: SURFACE MOTION
 ML0688
 ML0688  HISTORY     - Date     Condition        Report By
 ML0688  HISTORY     - 1950     MONUMENTED       CGS
 ML0688  HISTORY     - 20131031 POOR             INDIV
 ML0688
 ML0688                          STATION DESCRIPTION
 ML0688
 ML0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0688'1 MI W FROM ARCADIA.
 ML0688'1.0 MILE WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0688'ARCADIA, AT THE ARCADIA AIRPORT, 0.3 MILE SOUTHEAST OF THE
 ML0688'HANGAR, AT THE SOUTHEAST CORNER OF THE AIRPORT, IN LINE WITH THE
 ML0688'CENTER LINE OF THE NORTHWEST AND SOUTHEAST RUNWAY, 14 FEET NORTH
 ML0688'OF A FENCE CORNER, 1.3 FEET WEST OF A FENCE, 2.3 FEET NORTH OF A
 ML0688'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0688'0.5 FOOT ABOVE THE GROUND.
 ML0688
 ML0688                          STATION RECOVERY (2013)
 ML0688
 ML0688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 ML0688'RECOVERED AS DESCRIBED,BUT THE MARK WAS FOUND LEANING AT A 30 DEGREE
 ML0688'ANGLE BY ROW SURVEYOR KENT KENNEDY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0590 ***********************************************************************
 ML0590  DESIGNATION -  X 323
 ML0590  PID         -  ML0590
 ML0590  STATE/COUNTY-  NE/CUSTER
 ML0590  COUNTRY     -  US
 ML0590  USGS QUAD   -  COMSTOCK (2017)
 ML0590
 ML0590                         *CURRENT SURVEY CONTROL
 ML0590  ______________________________________________________________________
 ML0590* NAD 83(1986) POSITION- 41 32 38.     (N) 099 14 20.     (W)   SCALED
 ML0590* NAVD 88 ORTHO HEIGHT -   682.400 (meters)     2238.84  (feet) ADJUSTED
 ML0590  ______________________________________________________________________
 ML0590  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 ML0590  DYNAMIC HEIGHT  -        682.058 (meters)     2237.72  (feet) COMP
 ML0590  MODELED GRAVITY -    980,099.7   (mgal)                       NAVD 88
 ML0590
 ML0590  VERT ORDER      -  FIRST     CLASS II
 ML0590
 ML0590.The horizontal coordinates were scaled from a map and have
 ML0590.an estimated accuracy of +/- 6 seconds.
 ML0590
 ML0590.The orthometric height was determined by differential leveling and
 ML0590.adjusted by the NATIONAL GEODETIC SURVEY
 ML0590.in June 1991.
 ML0590
 ML0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0590.GEOID18 height accuracy estimate available here.
 ML0590
 ML0590.Click photographs - Photos may exist for this station.
 ML0590
 ML0590.The dynamic height is computed by dividing the NAVD 88
 ML0590.geopotential number by the normal gravity value computed on the
 ML0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0590.degrees latitude (g = 980.6199 gals.).
 ML0590
 ML0590.The modeled gravity was interpolated from observed gravity values.
 ML0590
 ML0590;                    North         East    Units  Estimated Accuracy
 ML0590;SPC NE       -   190,190.      563,480.      MT  (+/- 180 meters Scaled)
 ML0590
 ML0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800991(NAD 83)
 ML0590
 ML0590                          SUPERSEDED SURVEY CONTROL
 ML0590
 ML0590  NGVD 29 (??/??/92)  682.149  (m)         2238.02   (f) ADJ UNCH    1 2
 ML0590
 ML0590.Superseded values are not recommended for survey control.
 ML0590
 ML0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0590.See file dsdata.pdf to determine how the superseded data were derived.
 ML0590
 ML0590_MARKER: DB = BENCH MARK DISK
 ML0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0590_STAMPING: X 323 1950
 ML0590_MARK LOGO: CGS
 ML0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0590+STABILITY: SURFACE MOTION
 ML0590
 ML0590  HISTORY     - Date     Condition        Report By
 ML0590  HISTORY     - 1950     MONUMENTED       CGS
 ML0590
 ML0590                          STATION DESCRIPTION
 ML0590
 ML0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0590'0.9 MI SE FROM COMSTOCK.
 ML0590'0.9 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0590'RAILROAD FROM THE STATION AT COMSTOCK, 350 FEET SOUTH OF A
 ML0590'PRIVATE ROAD CROSSING, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 ML0590'38 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.3 FEET NORTHEAST OF A
 ML0590'FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 ML0590'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1436 ***********************************************************************
 MK1436  DESIGNATION -  X 324
 MK1436  PID         -  MK1436
 MK1436  STATE/COUNTY-  NE/POLK
 MK1436  COUNTRY     -  US
 MK1436  USGS QUAD   -  POLK (2017)
 MK1436
 MK1436                         *CURRENT SURVEY CONTROL
 MK1436  ______________________________________________________________________
 MK1436* NAD 83(1986) POSITION- 41 07 09.     (N) 097 49 40.     (W)   SCALED
 MK1436* NAVD 88 ORTHO HEIGHT -   537.147 (meters)     1762.29  (feet) ADJUSTED
 MK1436  ______________________________________________________________________
 MK1436  GEOID HEIGHT    -        -25.537 (meters)                     GEOID18
 MK1436  DYNAMIC HEIGHT  -        536.877 (meters)     1761.40  (feet) COMP
 MK1436  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 MK1436
 MK1436  VERT ORDER      -  SECOND    CLASS 0
 MK1436
 MK1436.The horizontal coordinates were scaled from a map and have
 MK1436.an estimated accuracy of +/- 6 seconds.
 MK1436
 MK1436.The orthometric height was determined by differential leveling and
 MK1436.adjusted by the NATIONAL GEODETIC SURVEY
 MK1436.in June 1991.
 MK1436
 MK1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1436.GEOID18 height accuracy estimate available here.
 MK1436
 MK1436.Click photographs - Photos may exist for this station.
 MK1436
 MK1436.The dynamic height is computed by dividing the NAVD 88
 MK1436.geopotential number by the normal gravity value computed on the
 MK1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1436.degrees latitude (g = 980.6199 gals.).
 MK1436
 MK1436.The modeled gravity was interpolated from observed gravity values.
 MK1436
 MK1436;                    North         East    Units  Estimated Accuracy
 MK1436;SPC NE       -   145,050.      682,350.      MT  (+/- 180 meters Scaled)
 MK1436
 MK1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL984526(NAD 83)
 MK1436
 MK1436                          SUPERSEDED SURVEY CONTROL
 MK1436
 MK1436  NGVD 29 (??/??/92)  536.929  (m)         1761.57   (f) ADJ UNCH    2 0
 MK1436
 MK1436.Superseded values are not recommended for survey control.
 MK1436
 MK1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1436.See file dsdata.pdf to determine how the superseded data were derived.
 MK1436
 MK1436_MARKER: DB = BENCH MARK DISK
 MK1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1436_STAMPING: X 324 1950
 MK1436_MARK LOGO: CGS
 MK1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1436+STABILITY: SURFACE MOTION
 MK1436
 MK1436  HISTORY     - Date     Condition        Report By
 MK1436  HISTORY     - 1950     MONUMENTED       CGS
 MK1436
 MK1436                          STATION DESCRIPTION
 MK1436
 MK1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1436'5.8 MI NE FROM HORDVILLE.
 MK1436'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1436'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK1436'2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1436'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 MK1436'ROAD, AT A ROAD INTERSECTION, 80 FEET SOUTHWEST OF A FARMHOUSE,
 MK1436'37 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 36
 MK1436'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 5 FEET
 MK1436'NORTH OF A POWER POLE, 6 FEET NORTH OF A FENCE CORNER, 1 FOOT
 MK1436'WEST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK1436'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1436'THIS MARK IS 1.0 MILE WEST OF BENCH MARK F 325.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1521 ***********************************************************************
 MK1521  DESIGNATION -  X 325
 MK1521  PID         -  MK1521
 MK1521  STATE/COUNTY-  NE/POLK
 MK1521  COUNTRY     -  US
 MK1521  USGS QUAD   -  STROMSBURG (2017)
 MK1521
 MK1521                         *CURRENT SURVEY CONTROL
 MK1521  ______________________________________________________________________
 MK1521* NAD 83(1986) POSITION- 41 06 11.     (N) 097 35 42.     (W)   SCALED
 MK1521* NAVD 88 ORTHO HEIGHT -   499.327 (meters)     1638.21  (feet) ADJUSTED
 MK1521  ______________________________________________________________________
 MK1521  GEOID HEIGHT    -        -25.824 (meters)                     GEOID18
 MK1521  DYNAMIC HEIGHT  -        499.081 (meters)     1637.40  (feet) COMP
 MK1521  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 MK1521
 MK1521  VERT ORDER      -  SECOND    CLASS 0
 MK1521
 MK1521.This mark is at Stromsburg Municipal Airport (11K)
 MK1521
 MK1521.The horizontal coordinates were scaled from a map and have
 MK1521.an estimated accuracy of +/- 6 seconds.
 MK1521
 MK1521.The orthometric height was determined by differential leveling and
 MK1521.adjusted by the NATIONAL GEODETIC SURVEY
 MK1521.in June 1991.
 MK1521
 MK1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1521.GEOID18 height accuracy estimate available here.
 MK1521
 MK1521.Click photographs - Photos may exist for this station.
 MK1521
 MK1521.The dynamic height is computed by dividing the NAVD 88
 MK1521.geopotential number by the normal gravity value computed on the
 MK1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1521.degrees latitude (g = 980.6199 gals.).
 MK1521
 MK1521.The modeled gravity was interpolated from observed gravity values.
 MK1521
 MK1521;                    North         East    Units  Estimated Accuracy
 MK1521;SPC NE       -   143,780.      701,940.      MT  (+/- 180 meters Scaled)
 MK1521
 MK1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL179511(NAD 83)
 MK1521
 MK1521                          SUPERSEDED SURVEY CONTROL
 MK1521
 MK1521  NGVD 29 (??/??/92)  499.125  (m)         1637.55   (f) ADJ UNCH    2 0
 MK1521
 MK1521.Superseded values are not recommended for survey control.
 MK1521
 MK1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1521.See file dsdata.pdf to determine how the superseded data were derived.
 MK1521
 MK1521_MARKER: DB = BENCH MARK DISK
 MK1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1521_STAMPING: X 325 1950
 MK1521_MARK LOGO: CGS
 MK1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1521+STABILITY: SURFACE MOTION
 MK1521
 MK1521  HISTORY     - Date     Condition        Report By
 MK1521  HISTORY     - 1950     MONUMENTED       CGS
 MK1521
 MK1521                          STATION DESCRIPTION
 MK1521
 MK1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1521'0.8 MI S FROM STROMSBURG.
 MK1521'0.7 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE CITY PARK AT
 MK1521'STROMSBURG, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, AT THE
 MK1521'STROMSBURG AIRPORT, 2.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 MK1521'OF THE MOST SOUTHERLY ONE OF TWO HANGARS, SET IN THE TOP OF A
 MK1521'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1456 ***********************************************************************
 MK1456  DESIGNATION -  X 326 RESET
 MK1456  PID         -  MK1456
 MK1456  STATE/COUNTY-  NE/POLK
 MK1456  COUNTRY     -  US
 MK1456  USGS QUAD   -  SWEDEHOME (2017)
 MK1456
 MK1456                         *CURRENT SURVEY CONTROL
 MK1456  ______________________________________________________________________
 MK1456* NAD 83(1986) POSITION- 41 13 15.5    (N) 097 39 24.5    (W)   HD_HELD2
 MK1456* NAVD 88 ORTHO HEIGHT -   508.33  (meters)     1667.7   (feet) RESET
 MK1456  ______________________________________________________________________
 MK1456  GEOID HEIGHT    -        -25.504 (meters)                     GEOID18
 MK1456  VERT ORDER      -  THIRD
 MK1456
 MK1456.The horizontal coordinates were established by autonomous hand held GPS
 MK1456.observations and have an estimated accuracy of +/- 10 meters.
 MK1456
 MK1456.The orthometric height was computed from unverified reset data.
 MK1456
 MK1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1456.GEOID18 height accuracy estimate available here.
 MK1456
 MK1456.Click photographs - Photos may exist for this station.
 MK1456
 MK1456;                    North         East    Units  Estimated Accuracy
 MK1456;SPC NE       -   156,725.      696,397.      MT  (+/- 10 meters HH2 GPS)
 MK1456
 MK1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1258764157(NAD 83)
 MK1456
 MK1456                          SUPERSEDED SURVEY CONTROL
 MK1456
 MK1456.No superseded survey control is available for this station.
 MK1456
 MK1456_MARKER: DB = BENCH MARK DISK
 MK1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1456_STAMPING: X 326 RESET 1969
 MK1456_MARK LOGO: CGS
 MK1456_PROJECTION: FLUSH
 MK1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1456+STABILITY: SURFACE MOTION
 MK1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1456+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 MK1456
 MK1456  HISTORY     - Date     Condition        Report By
 MK1456  HISTORY     - 1969     MONUMENTED       CGS
 MK1456  HISTORY     - 20170816 GOOD             INDIV
 MK1456
 MK1456                          STATION DESCRIPTION
 MK1456
 MK1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK1456'6.6 MI S FROM SILVER CREEK.
 MK1456'6.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1456'SILVER CREEK, 184 WEST OF THE CENTERLINE OF 39, 36 FEET WEST OF
 MK1456'A TELEPHONE POLE, 26 FEET SOUTH OF THE CENTERLINE OF ROAD, 1 FOOT
 MK1456'NORTH OF FENCE AND 1 FOOT EAST OF A WITNESS POST.  SET IN A
 MK1456'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1456
 MK1456                          STATION RECOVERY (2017)
 MK1456
 MK1456'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1456'RECOVERED AS DESCRIBED, MARK IS LOCATED 1.21 FEET EAST OF A STEEL
 MK1456'WITNESS POST, AND 0.73 FEET NORTH OF A COUNTY ROW FENCE. NEAR MILE
 MK1456'POST 3.00 OF HWY 39. MARK IS FLUSH. 
 MK1456'LAT. 41 13 15.5 
 MK1456'LONG. 097 39 24.5
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1317 ***********************************************************************
 MK1317  DESIGNATION -  X 327
 MK1317  PID         -  MK1317
 MK1317  STATE/COUNTY-  NE/POLK
 MK1317  COUNTRY     -  US
 MK1317  USGS QUAD   -  COLUMBUS SW (2017)
 MK1317
 MK1317                         *CURRENT SURVEY CONTROL
 MK1317  ______________________________________________________________________
 MK1317* NAD 83(1986) POSITION- 41 17 37.     (N) 097 27 45.     (W)   SCALED
 MK1317* NAVD 88 ORTHO HEIGHT -   465.042 (meters)     1525.73  (feet) ADJUSTED
 MK1317  ______________________________________________________________________
 MK1317  GEOID HEIGHT    -        -25.476 (meters)                     GEOID18
 MK1317  DYNAMIC HEIGHT  -        464.833 (meters)     1525.04  (feet) COMP
 MK1317  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 MK1317
 MK1317  VERT ORDER      -  SECOND    CLASS 0
 MK1317
 MK1317.The horizontal coordinates were scaled from a map and have
 MK1317.an estimated accuracy of +/- 6 seconds.
 MK1317
 MK1317.The orthometric height was determined by differential leveling and
 MK1317.adjusted by the NATIONAL GEODETIC SURVEY
 MK1317.in June 1991.
 MK1317
 MK1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1317.GEOID18 height accuracy estimate available here.
 MK1317
 MK1317.Click photographs - Photos may exist for this station.
 MK1317
 MK1317.The dynamic height is computed by dividing the NAVD 88
 MK1317.geopotential number by the normal gravity value computed on the
 MK1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1317.degrees latitude (g = 980.6199 gals.).
 MK1317
 MK1317.The modeled gravity was interpolated from observed gravity values.
 MK1317
 MK1317;                    North         East    Units  Estimated Accuracy
 MK1317;SPC NE       -   165,250.      712,440.      MT  (+/- 180 meters Scaled)
 MK1317
 MK1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL287724(NAD 83)
 MK1317
 MK1317                          SUPERSEDED SURVEY CONTROL
 MK1317
 MK1317  NGVD 29 (??/??/92)  464.857  (m)         1525.12   (f) ADJ UNCH    2 0
 MK1317
 MK1317.Superseded values are not recommended for survey control.
 MK1317
 MK1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1317.See file dsdata.pdf to determine how the superseded data were derived.
 MK1317
 MK1317_MARKER: DB = BENCH MARK DISK
 MK1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1317_STAMPING: X 327 1950
 MK1317_MARK LOGO: CGS
 MK1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1317+STABILITY: SURFACE MOTION
 MK1317
 MK1317  HISTORY     - Date     Condition        Report By
 MK1317  HISTORY     - 1950     MONUMENTED       CGS
 MK1317
 MK1317                          STATION DESCRIPTION
 MK1317
 MK1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1317'9.1 MI S FROM DUNCAN.
 MK1317'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1317'RAILROAD FROM THE STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG
 MK1317'A GRAVELED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1317'THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF
 MK1317'A ROAD INTERSECTION, 98 FEET SOUTH OF THE THIRD POLE EAST OF
 MK1317'THE ROAD INTERSECTION, AT THE NORTH EDGE OF AN EAST AND WEST
 MK1317'WINDBREAK, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.5 FEET
 MK1317'NORTH OF A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN
 MK1317'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1317'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0586 ***********************************************************************
 LH0586  DESIGNATION -  X 328
 LH0586  PID         -  LH0586
 LH0586  STATE/COUNTY-  NE/BUFFALO
 LH0586  COUNTRY     -  US
 LH0586  USGS QUAD   -  KEARNEY (2017)
 LH0586
 LH0586                         *CURRENT SURVEY CONTROL
 LH0586  ______________________________________________________________________
 LH0586* NAD 83(1986) POSITION- 40 42 50.     (N) 099 04 59.     (W)   SCALED
 LH0586* NAVD 88 ORTHO HEIGHT -   683.599 (meters)     2242.77  (feet) ADJUSTED
 LH0586  ______________________________________________________________________
 LH0586  GEOID HEIGHT    -        -24.409 (meters)                     GEOID18
 LH0586  DYNAMIC HEIGHT  -        683.214 (meters)     2241.51  (feet) COMP
 LH0586  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 LH0586
 LH0586  VERT ORDER      -  SECOND    CLASS 0
 LH0586
 LH0586.The horizontal coordinates were scaled from a map and have
 LH0586.an estimated accuracy of +/- 6 seconds.
 LH0586
 LH0586.The orthometric height was determined by differential leveling and
 LH0586.adjusted by the NATIONAL GEODETIC SURVEY
 LH0586.in June 1991.
 LH0586
 LH0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0586.GEOID18 height accuracy estimate available here.
 LH0586
 LH0586.Click photographs - Photos may exist for this station.
 LH0586
 LH0586.The dynamic height is computed by dividing the NAVD 88
 LH0586.geopotential number by the normal gravity value computed on the
 LH0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0586.degrees latitude (g = 980.6199 gals.).
 LH0586
 LH0586.The modeled gravity was interpolated from observed gravity values.
 LH0586
 LH0586;                    North         East    Units  Estimated Accuracy
 LH0586;SPC NE       -    98,180.      577,460.      MT  (+/- 180 meters Scaled)
 LH0586
 LH0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929070(NAD 83)
 LH0586
 LH0586                          SUPERSEDED SURVEY CONTROL
 LH0586
 LH0586  NGVD 29 (??/??/92)  683.342  (m)         2241.93   (f) ADJ UNCH    2 0
 LH0586
 LH0586.Superseded values are not recommended for survey control.
 LH0586
 LH0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0586.See file dsdata.pdf to determine how the superseded data were derived.
 LH0586
 LH0586_MARKER: DB = BENCH MARK DISK
 LH0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0586_STAMPING: X 328 1950
 LH0586_MARK LOGO: CGS
 LH0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0586+STABILITY: SURFACE MOTION
 LH0586
 LH0586  HISTORY     - Date     Condition        Report By
 LH0586  HISTORY     - 1950     MONUMENTED       CGS
 LH0586  HISTORY     - 20120712 MARK NOT FOUND   GEOCAC
 LH0586
 LH0586                          STATION DESCRIPTION
 LH0586
 LH0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0586'1.1 MI N FROM KEARNEY.
 LH0586'1.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0586'KEARNEY, BUFFALO COUNTY, AT THE HILL TOP MOTEL, 63 FEET EAST OF
 LH0586'THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST
 LH0586'CORNER OF THE MOTEL OWNERS HOUSE, 26 FEET NORTH OF THE CENTERLINE
 LH0586'OF A ROAD LEADING EAST, AND 8 FEET NE OF THE NE CORNER OF THE
 LH0586'LAWN.  A STANDARD DISK STAMPED X 328 1950 AND SET IN TOP OF A
 LH0586'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 LH0586
 LH0586                          STATION RECOVERY (2012)
 LH0586
 LH0586'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 LH0586'THE HOTEL IS GONE. THE INTERSECTION HAS BEEN SIGNIFICANTLY IMPROVED
 LH0586'SINCE 1950. BOTH STREETS ARE NOW SIX LANES WIDE. AS MEASURED FROM THE
 LH0586'CENTER OF THE STREETS, THE LOCATION OF THE MARK IS IN THE WEST BOUND
 LH0586'LANES OF E 39TH ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0918 ***********************************************************************
 MK0918  DESIGNATION -  X 330 RESET
 MK0918  PID         -  MK0918
 MK0918  STATE/COUNTY-  NE/SAUNDERS
 MK0918  COUNTRY     -  US
 MK0918  USGS QUAD   -  MALMO NW (2017)
 MK0918
 MK0918                         *CURRENT SURVEY CONTROL
 MK0918  ______________________________________________________________________
 MK0918* NAD 83(1986) POSITION- 41 24 28.     (N) 096 40 29.     (W)   SCALED
 MK0918* NAVD 88 ORTHO HEIGHT -   402.12  (meters)     1319.3   (feet) RESET
 MK0918  ______________________________________________________________________
 MK0918  GEOID HEIGHT    -        -26.623 (meters)                     GEOID18
 MK0918  VERT ORDER      -  THIRD
 MK0918
 MK0918.The horizontal coordinates were scaled from a map and have
 MK0918.an estimated accuracy of +/- 6 seconds.
 MK0918
 MK0918.The orthometric height was computed from unverified reset data.
 MK0918
 MK0918.No vertical observational check was made to the station.
 MK0918
 MK0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0918.GEOID18 height accuracy estimate available here.
 MK0918
 MK0918.Click photographs - Photos may exist for this station.
 MK0918
 MK0918;                    North         East    Units  Estimated Accuracy
 MK0918;SPC NE       -   180,150.      777,880.      MT  (+/- 180 meters Scaled)
 MK0918
 MK0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL943866(NAD 83)
 MK0918
 MK0918                          SUPERSEDED SURVEY CONTROL
 MK0918
 MK0918  NGVD 29 (??/??/??)  401.97   (m)         1318.8    (f) RESET       3  
 MK0918
 MK0918.Superseded values are not recommended for survey control.
 MK0918
 MK0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0918.See file dsdata.pdf to determine how the superseded data were derived.
 MK0918
 MK0918_MARKER: DB = BENCH MARK DISK
 MK0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0918_STAMPING: X 330 1950 RESET 1957
 MK0918_MARK LOGO: CGS
 MK0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0918+STABILITY: SURFACE MOTION
 MK0918
 MK0918  HISTORY     - Date     Condition        Report By
 MK0918  HISTORY     - 1957     MONUMENTED       CGS
 MK0918  HISTORY     - 1959     GOOD             CGS
 MK0918
 MK0918                          STATION DESCRIPTION
 MK0918
 MK0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MK0918'AT CEDAR BLUFFS.
 MK0918'THE MARK IS LOCATED 0.3 MILE WEST ALONG MAIN STREET FROM THE
 MK0918'POST OFFICE AT CEDAR BLUFFS, THENCE 0.7 MILE NORTH ALONG A
 MK0918'GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD,
 MK0918'33 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH ROAD, 18
 MK0918'FEET SOUTH OF THE CENTER OF A WIRE GATE, 13.4 FEET NORTH OF A
 MK0918'POWER POLE, 1 FOOT EAST OF A FENCE, 1.4 FEET NORTH OF A WITNESS
 MK0918'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK0918'FOOT ABOVE THE GROUND.  ALSO, THE MARK IS 64 FEET SOUTH OF THE
 MK0918'CENTERLINE OF AN EAST WEST ROAD.  THIS MARK IS 0.9 MILE EAST OF
 MK0918'BENCH MARK W 330.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0883 ***********************************************************************
 MK0883  DESIGNATION -  X 331
 MK0883  PID         -  MK0883
 MK0883  STATE/COUNTY-  NE/DODGE
 MK0883  COUNTRY     -  US
 MK0883  USGS QUAD   -  FREMONT WEST (2017)
 MK0883
 MK0883                         *CURRENT SURVEY CONTROL
 MK0883  ______________________________________________________________________
 MK0883* NAD 83(1986) POSITION- 41 27 05.     (N) 096 36 57.     (W)   SCALED
 MK0883* NAVD 88 ORTHO HEIGHT -   374.575 (meters)     1228.92  (feet) ADJUSTED
 MK0883  ______________________________________________________________________
 MK0883  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 MK0883  DYNAMIC HEIGHT  -        374.410 (meters)     1228.38  (feet) COMP
 MK0883  MODELED GRAVITY -    980,172.3   (mgal)                       NAVD 88
 MK0883
 MK0883  VERT ORDER      -  SECOND    CLASS 0
 MK0883
 MK0883.The horizontal coordinates were scaled from a map and have
 MK0883.an estimated accuracy of +/- 6 seconds.
 MK0883
 MK0883.The orthometric height was determined by differential leveling and
 MK0883.adjusted by the NATIONAL GEODETIC SURVEY
 MK0883.in June 1991.
 MK0883
 MK0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0883.GEOID18 height accuracy estimate available here.
 MK0883
 MK0883.Click photographs - Photos may exist for this station.
 MK0883
 MK0883.The dynamic height is computed by dividing the NAVD 88
 MK0883.geopotential number by the normal gravity value computed on the
 MK0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0883.degrees latitude (g = 980.6199 gals.).
 MK0883
 MK0883.The modeled gravity was interpolated from observed gravity values.
 MK0883
 MK0883;                    North         East    Units  Estimated Accuracy
 MK0883;SPC NE       -   185,180.      782,610.      MT  (+/- 180 meters Scaled)
 MK0883
 MK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL991916(NAD 83)
 MK0883
 MK0883                          SUPERSEDED SURVEY CONTROL
 MK0883
 MK0883  NGVD 29 (??/??/92)  374.427  (m)         1228.43   (f) ADJ UNCH    2 0
 MK0883
 MK0883.Superseded values are not recommended for survey control.
 MK0883
 MK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0883.See file dsdata.pdf to determine how the superseded data were derived.
 MK0883
 MK0883_MARKER: DB = BENCH MARK DISK
 MK0883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0883_SP_SET: FOUNDATION
 MK0883_STAMPING: X 331 1950
 MK0883_MARK LOGO: CGS
 MK0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0883
 MK0883  HISTORY     - Date     Condition        Report By
 MK0883  HISTORY     - 1950     MONUMENTED       CGS
 MK0883  HISTORY     - 1967     GOOD             CGS
 MK0883
 MK0883                          STATION DESCRIPTION
 MK0883
 MK0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0883'0.6 MI E FROM AMES.
 MK0883'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0883'CO-OP ELEVATOR AT AMES, 6 1/2 POLES EAST OF MILEPOST 46, 167
 MK0883'FEET EAST OF A ROAD CROSSING, 68 FEET NORTH OF THE NORTH RAIL OF
 MK0883'THE NORTH TRACK, 49 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MK0883'30, 20.5 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0883'FOUNDATION OF A BUILDING WHICH HAS BEEN MOVED.
 MK0883
 MK0883                          STATION RECOVERY (1967)
 MK0883
 MK0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0289 ***********************************************************************
 ML0289  DESIGNATION -  X 333
 ML0289  PID         -  ML0289
 ML0289  STATE/COUNTY-  NE/HAMILTON
 ML0289  COUNTRY     -  US
 ML0289  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0289
 ML0289                         *CURRENT SURVEY CONTROL
 ML0289  ______________________________________________________________________
 ML0289* NAD 83(1986) POSITION- 41 00 12.     (N) 098 00 39.     (W)   SCALED
 ML0289* NAVD 88 ORTHO HEIGHT -   557.822 (meters)     1830.12  (feet) ADJUSTED
 ML0289  ______________________________________________________________________
 ML0289  GEOID HEIGHT    -        -25.444 (meters)                     GEOID18
 ML0289  DYNAMIC HEIGHT  -        557.533 (meters)     1829.17  (feet) COMP
 ML0289  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 ML0289
 ML0289  VERT ORDER      -  SECOND    CLASS 0
 ML0289
 ML0289.The horizontal coordinates were scaled from a map and have
 ML0289.an estimated accuracy of +/- 6 seconds.
 ML0289
 ML0289.The orthometric height was determined by differential leveling and
 ML0289.adjusted by the NATIONAL GEODETIC SURVEY
 ML0289.in June 1991.
 ML0289
 ML0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0289.GEOID18 height accuracy estimate available here.
 ML0289
 ML0289.Click photographs - Photos may exist for this station.
 ML0289
 ML0289.The dynamic height is computed by dividing the NAVD 88
 ML0289.geopotential number by the normal gravity value computed on the
 ML0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0289.degrees latitude (g = 980.6199 gals.).
 ML0289
 ML0289.The modeled gravity was interpolated from observed gravity values.
 ML0289
 ML0289;                    North         East    Units  Estimated Accuracy
 ML0289;SPC NE       -   131,830.      667,290.      MT  (+/- 180 meters Scaled)
 ML0289
 ML0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL831395(NAD 83)
 ML0289
 ML0289                          SUPERSEDED SURVEY CONTROL
 ML0289
 ML0289  NGVD 29 (??/??/92)  557.589  (m)         1829.36   (f) ADJ UNCH    2 0
 ML0289
 ML0289.Superseded values are not recommended for survey control.
 ML0289
 ML0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0289.See file dsdata.pdf to determine how the superseded data were derived.
 ML0289
 ML0289_MARKER: DB = BENCH MARK DISK
 ML0289_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ML0289_SP_SET: BUILDING WALL
 ML0289_STAMPING: X 333 1950
 ML0289_MARK LOGO: CGS
 ML0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0289+STABILITY: SURFACE MOTION
 ML0289
 ML0289  HISTORY     - Date     Condition        Report By
 ML0289  HISTORY     - 1950     MONUMENTED       CGS
 ML0289  HISTORY     - 19940608 GOOD             NGS
 ML0289
 ML0289                          STATION DESCRIPTION
 ML0289
 ML0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0289'AT MARQUETTE.
 ML0289'AT MARQUETTE, AT THE PUBLIC SCHOOL, 84 FEET NORTH OF THE CENTER
 ML0289'LINE OF AN EAST AND WEST GRAVELED ROAD, SET VERTICALLY IN THE
 ML0289'SOUTH WALL OF THE SCHOOL BUILDING, 4 FEET WEST OF THE WEST EDGE
 ML0289'OF THE SOUTH ENTRANCE, 4 FEET ABOVE THE GROUND.
 ML0289
 ML0289                          STATION RECOVERY (1994)
 ML0289
 ML0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JAO)
 ML0289'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, THE PORTION OF THE
 ML0289'SCHOOL IN WHICH THE MARK WAS SET IS NOW RAZED.  SEE X 333 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7424 ***********************************************************************
 AA7424  DESIGNATION -  X 333 RESET
 AA7424  PID         -  AA7424
 AA7424  STATE/COUNTY-  NE/HAMILTON
 AA7424  COUNTRY     -  US
 AA7424  USGS QUAD   -  CENTRAL CITY WEST (2017)
 AA7424
 AA7424                         *CURRENT SURVEY CONTROL
 AA7424  ______________________________________________________________________
 AA7424* NAD 83(1986) POSITION- 41 00 11.8    (N) 098 00 37.8    (W)   HD_HELD2
 AA7424* NAVD 88 ORTHO HEIGHT -   557.82  (+/-2cm)     1830.1   (feet) VERTCON
 AA7424  ______________________________________________________________________
 AA7424  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 AA7424  VERT ORDER      -  THIRD (See Below)
 AA7424
 AA7424.The horizontal coordinates were established by autonomous hand held GPS
 AA7424.observations and have an estimated accuracy of +/- 10 meters.
 AA7424
 AA7424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7424
 AA7424.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7424.GEOID18 height accuracy estimate available here.
 AA7424
 AA7424.The vertical order pertains to the NGVD 29 superseded value.
 AA7424
 AA7424.Click photographs - Photos may exist for this station.
 AA7424
 AA7424;                    North         East    Units  Estimated Accuracy
 AA7424;SPC NE       -   131,820.      667,313.      MT  (+/- 10 meters HH2 GPS)
 AA7424
 AA7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8321439592(NAD 83)
 AA7424
 AA7424                          SUPERSEDED SURVEY CONTROL
 AA7424
 AA7424  NGVD 29 (01/31/13)  557.59   (m)         1829.4    (f) RESET       3  
 AA7424
 AA7424.Superseded values are not recommended for survey control.
 AA7424
 AA7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7424.See file dsdata.pdf to determine how the superseded data were derived.
 AA7424
 AA7424_MARKER: DV = VERTICAL CONTROL DISK
 AA7424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA7424_SP_SET: BUILDING WALL
 AA7424_STAMPING: X 333 RESET 1994
 AA7424_MARK LOGO: NGS
 AA7424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7424+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7424
 AA7424  HISTORY     - Date     Condition        Report By
 AA7424  HISTORY     - 1994     MONUMENTED       NGS
 AA7424
 AA7424                          STATION DESCRIPTION
 AA7424
 AA7424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JAO)
 AA7424'THE MARK IS IN MARQUETTE, AT THE PUBLIC SCHOOL, CEMENTED INTO A
 AA7424'DRILLED HOLE IN THE SOUTH FACE OF THE WALL, AT THE SOUTHWEST CORNER OF
 AA7424'THE GYMNASIUM PORTION OF THE BUILDING, 2.60 M (8.53 FT) EAST OF A WALL
 AA7424'EXTENSION OF THE WEST WALL, 2.01 M (6.59 FT) WEST OF THE WEST END OF A
 AA7424'ROW OF WINDOWS AND 1.74 M (5.71 FT) ABOVE THE GROUND, SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0153 ***********************************************************************
 LH0153  DESIGNATION -  X 334
 LH0153  PID         -  LH0153
 LH0153  STATE/COUNTY-  NE/HAMILTON
 LH0153  COUNTRY     -  US
 LH0153  USGS QUAD   -  PHILLIPS (2017)
 LH0153
 LH0153                         *CURRENT SURVEY CONTROL
 LH0153  ______________________________________________________________________
 LH0153* NAD 83(1986) POSITION- 40 54 56.     (N) 098 09 01.     (W)   SCALED
 LH0153* NAVD 88 ORTHO HEIGHT -   564.632 (meters)     1852.46  (feet) ADJUSTED
 LH0153  ______________________________________________________________________
 LH0153  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 LH0153  DYNAMIC HEIGHT  -        564.338 (meters)     1851.50  (feet) COMP
 LH0153  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 LH0153
 LH0153  VERT ORDER      -  SECOND    CLASS 0
 LH0153
 LH0153.The horizontal coordinates were scaled from a map and have
 LH0153.an estimated accuracy of +/- 6 seconds.
 LH0153
 LH0153.The orthometric height was determined by differential leveling and
 LH0153.adjusted by the NATIONAL GEODETIC SURVEY
 LH0153.in June 1991.
 LH0153
 LH0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0153.GEOID18 height accuracy estimate available here.
 LH0153
 LH0153.Click photographs - Photos may exist for this station.
 LH0153
 LH0153.The dynamic height is computed by dividing the NAVD 88
 LH0153.geopotential number by the normal gravity value computed on the
 LH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0153.degrees latitude (g = 980.6199 gals.).
 LH0153
 LH0153.The modeled gravity was interpolated from observed gravity values.
 LH0153
 LH0153;                    North         East    Units  Estimated Accuracy
 LH0153;SPC NE       -   121,820.      655,770.      MT  (+/- 180 meters Scaled)
 LH0153
 LH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL715297(NAD 83)
 LH0153
 LH0153                          SUPERSEDED SURVEY CONTROL
 LH0153
 LH0153  NGVD 29 (??/??/92)  564.396  (m)         1851.69   (f) ADJ UNCH    2 0
 LH0153
 LH0153.Superseded values are not recommended for survey control.
 LH0153
 LH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0153.See file dsdata.pdf to determine how the superseded data were derived.
 LH0153
 LH0153_MARKER: DB = BENCH MARK DISK
 LH0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0153_STAMPING: A 334 1950
 LH0153_MARK LOGO: CGS
 LH0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0153+STABILITY: SURFACE MOTION
 LH0153
 LH0153  HISTORY     - Date     Condition        Report By
 LH0153  HISTORY     - 1950     MONUMENTED       CGS
 LH0153
 LH0153                          STATION DESCRIPTION
 LH0153
 LH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0153'5.5 MI NE FROM PHILLIPS.
 LH0153'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0153'FROM THE STATION AT PHILLIPS, THENCE 2.1 MILES NORTH ALONG A
 LH0153'GRAVELED ROAD, AT A ROAD INTERSECTION, 88 FEET NORTHEAST OF
 LH0153'THE NORTHEAST LEG OF A WOODEN WINDMILL TOWER, 87 FEET NORTH OF
 LH0153'THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 55 FEET NORTH
 LH0153'OF A FENCE, 34 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0153'GRAVELED ROAD, 17 FEET NORTH OF A TELEPHONE POLE, 1.4 FEET WEST
 LH0153'OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF
 LH0153'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0115 ***********************************************************************
 LH0115  DESIGNATION -  X 336
 LH0115  PID         -  LH0115
 LH0115  STATE/COUNTY-  NE/HAMILTON
 LH0115  COUNTRY     -  US
 LH0115  USGS QUAD   -  GILTNER (2017)
 LH0115
 LH0115                         *CURRENT SURVEY CONTROL
 LH0115  ______________________________________________________________________
 LH0115* NAD 83(1986) POSITION- 40 46 14.     (N) 098 14 47.     (W)   SCALED
 LH0115* NAVD 88 ORTHO HEIGHT -   576.874 (meters)     1892.63  (feet) ADJUSTED
 LH0115  ______________________________________________________________________
 LH0115  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 LH0115  DYNAMIC HEIGHT  -        576.564 (meters)     1891.61  (feet) COMP
 LH0115  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 LH0115
 LH0115  VERT ORDER      -  SECOND    CLASS 0
 LH0115
 LH0115.The horizontal coordinates were scaled from a map and have
 LH0115.an estimated accuracy of +/- 6 seconds.
 LH0115
 LH0115.The orthometric height was determined by differential leveling and
 LH0115.adjusted by the NATIONAL GEODETIC SURVEY
 LH0115.in June 1991.
 LH0115
 LH0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0115.GEOID18 height accuracy estimate available here.
 LH0115
 LH0115.Click photographs - Photos may exist for this station.
 LH0115
 LH0115.The dynamic height is computed by dividing the NAVD 88
 LH0115.geopotential number by the normal gravity value computed on the
 LH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0115.degrees latitude (g = 980.6199 gals.).
 LH0115
 LH0115.The modeled gravity was interpolated from observed gravity values.
 LH0115
 LH0115;                    North         East    Units  Estimated Accuracy
 LH0115;SPC NE       -   105,560.      648,000.      MT  (+/- 180 meters Scaled)
 LH0115
 LH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL635135(NAD 83)
 LH0115
 LH0115                          SUPERSEDED SURVEY CONTROL
 LH0115
 LH0115  NGVD 29 (??/??/92)  576.638  (m)         1891.85   (f) ADJ UNCH    2 0
 LH0115
 LH0115.Superseded values are not recommended for survey control.
 LH0115
 LH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0115.See file dsdata.pdf to determine how the superseded data were derived.
 LH0115
 LH0115_MARKER: DB = BENCH MARK DISK
 LH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0115_STAMPING: X 336 1950
 LH0115_MARK LOGO: CGS
 LH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0115+STABILITY: SURFACE MOTION
 LH0115
 LH0115  HISTORY     - Date     Condition        Report By
 LH0115  HISTORY     - 1950     MONUMENTED       CGS
 LH0115  HISTORY     - 1971     GOOD             NGS
 LH0115
 LH0115                          STATION DESCRIPTION
 LH0115
 LH0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0115'6.4 MI E FROM DONIPHAN.
 LH0115'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0115'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 4.9 MILES EAST
 LH0115'ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A ROAD INTERSECTION,
 LH0115'AT THE EAST EDGE OF A CULTIVATED FIELD, AT THE WEST EDGE OF A
 LH0115'PASTURE, 120 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LH0115'ROAD, 87 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A FENCE, 2.2
 LH0115'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0115'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 LH0115
 LH0115                          STATION RECOVERY (1971)
 LH0115
 LH0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0623 ***********************************************************************
 ML0623  DESIGNATION -  X 337
 ML0623  PID         -  ML0623
 ML0623  STATE/COUNTY-  NE/VALLEY
 ML0623  COUNTRY     -  US
 ML0623  USGS QUAD   -  ELYRIA (2017)
 ML0623
 ML0623                         *CURRENT SURVEY CONTROL
 ML0623  ______________________________________________________________________
 ML0623* NAD 83(1986) POSITION- 41 41 54.     (N) 099 01 47.     (W)   SCALED
 ML0623* NAVD 88 ORTHO HEIGHT -   636.270 (meters)     2087.50  (feet) ADJUSTED
 ML0623  ______________________________________________________________________
 ML0623  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 ML0623  DYNAMIC HEIGHT  -        635.960 (meters)     2086.48  (feet) COMP
 ML0623  MODELED GRAVITY -    980,114.0   (mgal)                       NAVD 88
 ML0623
 ML0623  VERT ORDER      -  SECOND    CLASS 0
 ML0623
 ML0623.The horizontal coordinates were scaled from a map and have
 ML0623.an estimated accuracy of +/- 6 seconds.
 ML0623
 ML0623.The orthometric height was determined by differential leveling and
 ML0623.adjusted by the NATIONAL GEODETIC SURVEY
 ML0623.in June 1991.
 ML0623
 ML0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0623.GEOID18 height accuracy estimate available here.
 ML0623
 ML0623.Click photographs - Photos may exist for this station.
 ML0623
 ML0623.The dynamic height is computed by dividing the NAVD 88
 ML0623.geopotential number by the normal gravity value computed on the
 ML0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0623.degrees latitude (g = 980.6199 gals.).
 ML0623
 ML0623.The modeled gravity was interpolated from observed gravity values.
 ML0623
 ML0623;                    North         East    Units  Estimated Accuracy
 ML0623;SPC NE       -   207,520.      580,740.      MT  (+/- 180 meters Scaled)
 ML0623
 ML0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM975162(NAD 83)
 ML0623
 ML0623                          SUPERSEDED SURVEY CONTROL
 ML0623
 ML0623  NGVD 29 (??/??/92)  636.010  (m)         2086.64   (f) ADJ UNCH    2 0
 ML0623
 ML0623.Superseded values are not recommended for survey control.
 ML0623
 ML0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0623.See file dsdata.pdf to determine how the superseded data were derived.
 ML0623
 ML0623_MARKER: DB = BENCH MARK DISK
 ML0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0623_STAMPING: X 337 1950
 ML0623_MARK LOGO: CGS
 ML0623_PROJECTION: FLUSH
 ML0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0623+STABILITY: SURFACE MOTION
 ML0623
 ML0623  HISTORY     - Date     Condition        Report By
 ML0623  HISTORY     - 1950     MONUMENTED       CGS
 ML0623  HISTORY     - 1985     MARK NOT FOUND   NEDR
 ML0623  HISTORY     - 1985     GOOD             NGS
 ML0623
 ML0623                          STATION DESCRIPTION
 ML0623
 ML0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0623'1.8 MI NW FROM ELYRIA.
 ML0623'1.85 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0623'AT ELYRIA, AT THE STEVE DUBASE FARMHOUSE, 202 FEET SOUTH OF THE
 ML0623'SOUTHEAST CORNER OF A STEEL AND CONCRETE BRIDGE, 59 FEET EAST
 ML0623'OF THE NORTHEAST CORNER OF A CHICKEN HOUSE, 68 FEET NORTH
 ML0623'OF AN ELM TREE, 23 FEET EAST OF THE CENTER LINE OF A PRIVATE
 ML0623'DRIVEWAY, 5 FEET NORTH OF A POWER POLE, SET IN THE TOP OF A
 ML0623'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0623
 ML0623                          STATION RECOVERY (1985)
 ML0623
 ML0623'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0623'MARK NOT FOUND.
 ML0623
 ML0623                          STATION RECOVERY (1985)
 ML0623
 ML0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0623'2.98 KM (1.85 MI) NORTHWEST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0623'OFFICE AT ELYRIA, AT THE DUBASE FARM, 58.2 M (191.0 FT) SOUTHWEST
 ML0623'FROM THE CENTERLINE OF THE HIGHWAY, 36.45 M (119.6 FT)
 ML0623'NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE WEST PORCH OF THE
 ML0623'HOUSE, 35.27 M (115.7 FT) NORTH FROM THE NORTHEAST CORNER OF THE EAST
 ML0623'PORCH OF THE HOUSE, 17.28 M (56.7 M) EAST FROM THE NORTHEAST CORNER
 ML0623'OF A CHICKEN HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0441 ***********************************************************************
 NP0441  DESIGNATION -  X 340
 NP0441  PID         -  NP0441
 NP0441  STATE/COUNTY-  NE/SIOUX
 NP0441  COUNTRY     -  US
 NP0441  USGS QUAD   -  KYLE CREEK (2017)
 NP0441
 NP0441                         *CURRENT SURVEY CONTROL
 NP0441  ______________________________________________________________________
 NP0441* NAD 83(1986) POSITION- 42 36 43.     (N) 103 38 08.     (W)   SCALED
 NP0441* NAVD 88 ORTHO HEIGHT -  1275.228 (meters)     4183.81  (feet) ADJUSTED
 NP0441  ______________________________________________________________________
 NP0441  GEOID HEIGHT    -        -17.022 (meters)                     GEOID18
 NP0441  DYNAMIC HEIGHT  -       1274.499 (meters)     4181.42  (feet) COMP
 NP0441  MODELED GRAVITY -    980,005.1   (mgal)                       NAVD 88
 NP0441
 NP0441  VERT ORDER      -  FIRST     CLASS II
 NP0441
 NP0441.The horizontal coordinates were scaled from a map and have
 NP0441.an estimated accuracy of +/- 6 seconds.
 NP0441
 NP0441.The orthometric height was determined by differential leveling and
 NP0441.adjusted by the NATIONAL GEODETIC SURVEY
 NP0441.in June 1991.
 NP0441
 NP0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0441.GEOID18 height accuracy estimate available here.
 NP0441
 NP0441.Click photographs - Photos may exist for this station.
 NP0441
 NP0441.The dynamic height is computed by dividing the NAVD 88
 NP0441.geopotential number by the normal gravity value computed on the
 NP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0441.degrees latitude (g = 980.6199 gals.).
 NP0441
 NP0441.The modeled gravity was interpolated from observed gravity values.
 NP0441
 NP0441;                    North         East    Units  Estimated Accuracy
 NP0441;SPC NE       -   314,790.      201,830.      MT  (+/- 180 meters Scaled)
 NP0441
 NP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH119186(NAD 83)
 NP0441
 NP0441                          SUPERSEDED SURVEY CONTROL
 NP0441
 NP0441  NGVD 29 (??/??/92) 1274.585  (m)         4181.70   (f) ADJ UNCH    1 2
 NP0441
 NP0441.Superseded values are not recommended for survey control.
 NP0441
 NP0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0441.See file dsdata.pdf to determine how the superseded data were derived.
 NP0441
 NP0441_MARKER: DB = BENCH MARK DISK
 NP0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0441_SP_SET: PIER
 NP0441_STAMPING: X 340 1954
 NP0441_MARK LOGO: CGS
 NP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0441
 NP0441  HISTORY     - Date     Condition        Report By
 NP0441  HISTORY     - 1954     MONUMENTED       CGS
 NP0441
 NP0441                          STATION DESCRIPTION
 NP0441
 NP0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0441'14.5 MI SE FROM HARRISON.
 NP0441'14.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0441'FROM THE STATION AT HARRISON, 2 POLES EAST OF MILEPOST 446, 9
 NP0441'FEET NORTH OF THE NORTH RAIL, 6 FEET BELOW THE TOP OF THE RAILS,
 NP0441'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE PIER OF A
 NP0441'STEEL GIRDER BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0349 ***********************************************************************
 NP0349  DESIGNATION -  X 342
 NP0349  PID         -  NP0349
 NP0349  STATE/COUNTY-  NE/BOX BUTTE
 NP0349  COUNTRY     -  US
 NP0349  USGS QUAD   -  NONPAREIL (2017)
 NP0349
 NP0349                         *CURRENT SURVEY CONTROL
 NP0349  ______________________________________________________________________
 NP0349* NAD 83(1986) POSITION- 42 21 23.     (N) 103 08 54.     (W)   SCALED
 NP0349* NAVD 88 ORTHO HEIGHT -  1323.783 (meters)     4343.11  (feet) ADJUSTED
 NP0349  ______________________________________________________________________
 NP0349  GEOID HEIGHT    -        -18.205 (meters)                     GEOID18
 NP0349  DYNAMIC HEIGHT  -       1322.997 (meters)     4340.53  (feet) COMP
 NP0349  MODELED GRAVITY -    979,981.7   (mgal)                       NAVD 88
 NP0349
 NP0349  VERT ORDER      -  FIRST     CLASS II
 NP0349
 NP0349.The horizontal coordinates were scaled from a map and have
 NP0349.an estimated accuracy of +/- 6 seconds.
 NP0349
 NP0349.The orthometric height was determined by differential leveling and
 NP0349.adjusted by the NATIONAL GEODETIC SURVEY
 NP0349.in June 1991.
 NP0349
 NP0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0349.GEOID18 height accuracy estimate available here.
 NP0349
 NP0349.Click photographs - Photos may exist for this station.
 NP0349
 NP0349.The dynamic height is computed by dividing the NAVD 88
 NP0349.geopotential number by the normal gravity value computed on the
 NP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0349.degrees latitude (g = 980.6199 gals.).
 NP0349
 NP0349.The modeled gravity was interpolated from observed gravity values.
 NP0349
 NP0349;                    North         East    Units  Estimated Accuracy
 NP0349;SPC NE       -   284,860.      240,740.      MT  (+/- 180 meters Scaled)
 NP0349
 NP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG524910(NAD 83)
 NP0349
 NP0349                          SUPERSEDED SURVEY CONTROL
 NP0349
 NP0349  NGVD 29 (??/??/92) 1323.121  (m)         4340.94   (f) ADJ UNCH    1 2
 NP0349
 NP0349.Superseded values are not recommended for survey control.
 NP0349
 NP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0349.See file dsdata.pdf to determine how the superseded data were derived.
 NP0349
 NP0349_MARKER: DB = BENCH MARK DISK
 NP0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0349_STAMPING: X 342 1956
 NP0349_MARK LOGO: CGS
 NP0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0349+STABILITY: SURFACE MOTION
 NP0349
 NP0349  HISTORY     - Date     Condition        Report By
 NP0349  HISTORY     - 1956     MONUMENTED       CGS
 NP0349  HISTORY     - 1985     GOOD             NGS
 NP0349
 NP0349                          STATION DESCRIPTION
 NP0349
 NP0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0349'4.4 MI NW FROM HEMINGFORD.
 NP0349'4.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0349'RAILROAD FROM THE STATION AT HEMINGFORD, 6 POLES EAST OF A ROAD
 NP0349'CROSSING, 4 POLES WEST OF MILEPOST 389, 45 FEET SOUTH OF THE
 NP0349'SOUTH RAIL, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 NP0349'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NP0349'ABOVE THE GROUND, IN SECTION 34, TOWNSHIP 28 NORTH, RANGE 50 WEST.
 NP0349
 NP0349                          STATION RECOVERY (1985)
 NP0349
 NP0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0349'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--7.48 KM (4.65 MI) NORTHWEST
 NP0349'ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH STATE
 NP0349'HIGHWAYS 2 AND 87 AT HEMINGFORD.
 NP0349'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0294 ***********************************************************************
 NP0294  DESIGNATION -  X 343
 NP0294  PID         -  NP0294
 NP0294  STATE/COUNTY-  NE/DAWES
 NP0294  COUNTRY     -  US
 NP0294  USGS QUAD   -  BELMONT (2017)
 NP0294
 NP0294                         *CURRENT SURVEY CONTROL
 NP0294  ______________________________________________________________________
 NP0294* NAD 83(1986) POSITION- 42 34 10.     (N) 103 21 12.     (W)   SCALED
 NP0294* NAVD 88 ORTHO HEIGHT -  1349.018 (meters)     4425.90  (feet) ADJUSTED
 NP0294  ______________________________________________________________________
 NP0294  GEOID HEIGHT    -        -17.769 (meters)                     GEOID18
 NP0294  DYNAMIC HEIGHT  -       1348.224 (meters)     4423.30  (feet) COMP
 NP0294  MODELED GRAVITY -    979,985.9   (mgal)                       NAVD 88
 NP0294
 NP0294  VERT ORDER      -  FIRST     CLASS II
 NP0294
 NP0294.The horizontal coordinates were scaled from a map and have
 NP0294.an estimated accuracy of +/- 6 seconds.
 NP0294
 NP0294.The orthometric height was determined by differential leveling and
 NP0294.adjusted by the NATIONAL GEODETIC SURVEY
 NP0294.in June 1991.
 NP0294
 NP0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0294.GEOID18 height accuracy estimate available here.
 NP0294
 NP0294.Click photographs - Photos may exist for this station.
 NP0294
 NP0294.The dynamic height is computed by dividing the NAVD 88
 NP0294.geopotential number by the normal gravity value computed on the
 NP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0294.degrees latitude (g = 980.6199 gals.).
 NP0294
 NP0294.The modeled gravity was interpolated from observed gravity values.
 NP0294
 NP0294;                    North         East    Units  Estimated Accuracy
 NP0294;SPC NE       -   309,130.      224,780.      MT  (+/- 180 meters Scaled)
 NP0294
 NP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH351143(NAD 83)
 NP0294
 NP0294                          SUPERSEDED SURVEY CONTROL
 NP0294
 NP0294  NGVD 29 (??/??/92) 1348.352  (m)         4423.72   (f) ADJ UNCH    1 2
 NP0294
 NP0294.Superseded values are not recommended for survey control.
 NP0294
 NP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0294.See file dsdata.pdf to determine how the superseded data were derived.
 NP0294
 NP0294_MARKER: DB = BENCH MARK DISK
 NP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0294_STAMPING: X 343 1956
 NP0294_MARK LOGO: CGS
 NP0294_PROJECTION: PROJECTING 18 CENTIMETERS
 NP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0294+STABILITY: SURFACE MOTION
 NP0294
 NP0294  HISTORY     - Date     Condition        Report By
 NP0294  HISTORY     - 1956     MONUMENTED       CGS
 NP0294  HISTORY     - 1985     GOOD             NGS
 NP0294
 NP0294                          STATION DESCRIPTION
 NP0294
 NP0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0294'11.1 MI S FROM CRAWFORD.
 NP0294'11.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0294'RAILROAD FROM THE STATION AT CRAWFORD, 6 POLES SOUTH OF MILEPOST
 NP0294'412, AT THE NORTH END OF A FILL, 35 FEET EAST OF THE EAST RAIL, 14
 NP0294'FEET NORTH OF A TELEPHONE POLE, 9 FEET WEST OF A FENCE, 2.3 FEET
 NP0294'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0294'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 19, TOWNSHIP 30
 NP0294'NORTH, RANGE 51 WEST.
 NP0294
 NP0294                          STATION RECOVERY (1985)
 NP0294
 NP0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0294'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0294'17.85 KM (11.1 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0294'ITS STATION AT CRAWFORD, ON A SMALL RISE ON THE NORTH SIDE OF A
 NP0294'RAVINE, 0.25 KM (0.15 MI) NORTH OF MILEPOLE 411, 27.4 METERS (90 FT)
 NP0294'EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS, 3.1 METERS (10.2 FT)
 NP0294'WEST OF A FENCE AND 0.7 METER (2.3 FT) NORTH OF A WOODEN WITNESS POST.
 NP0294'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0294'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0136 ***********************************************************************
 MN0136  DESIGNATION -  X 344
 MN0136  PID         -  MN0136
 MN0136  STATE/COUNTY-  NE/MORRILL
 MN0136  COUNTRY     -  US
 MN0136  USGS QUAD   -  BRIDGEPORT (2017)
 MN0136
 MN0136                         *CURRENT SURVEY CONTROL
 MN0136  ______________________________________________________________________
 MN0136* NAD 83(1986) POSITION- 41 40 36.     (N) 103 06 58.     (W)   SCALED
 MN0136* NAVD 88 ORTHO HEIGHT -  1120.612 (meters)     3676.54  (feet) ADJUSTED
 MN0136  ______________________________________________________________________
 MN0136  GEOID HEIGHT    -        -19.487 (meters)                     GEOID18
 MN0136  DYNAMIC HEIGHT  -       1119.909 (meters)     3674.23  (feet) COMP
 MN0136  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 MN0136
 MN0136  VERT ORDER      -  FIRST     CLASS II
 MN0136
 MN0136.The horizontal coordinates were scaled from a map and have
 MN0136.an estimated accuracy of +/- 6 seconds.
 MN0136
 MN0136.The orthometric height was determined by differential leveling and
 MN0136.adjusted by the NATIONAL GEODETIC SURVEY
 MN0136.in June 1991.
 MN0136
 MN0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0136.GEOID18 height accuracy estimate available here.
 MN0136
 MN0136.Click photographs - Photos may exist for this station.
 MN0136
 MN0136.The dynamic height is computed by dividing the NAVD 88
 MN0136.geopotential number by the normal gravity value computed on the
 MN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0136.degrees latitude (g = 980.6199 gals.).
 MN0136
 MN0136.The modeled gravity was interpolated from observed gravity values.
 MN0136
 MN0136;                    North         East    Units  Estimated Accuracy
 MN0136;SPC NE       -   209,330.      240,670.      MT  (+/- 180 meters Scaled)
 MN0136
 MN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568155(NAD 83)
 MN0136
 MN0136                          SUPERSEDED SURVEY CONTROL
 MN0136
 MN0136  NGVD 29 (??/??/92) 1120.067  (m)         3674.75   (f) ADJ UNCH    1 2
 MN0136
 MN0136.Superseded values are not recommended for survey control.
 MN0136
 MN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0136.See file dsdata.pdf to determine how the superseded data were derived.
 MN0136
 MN0136_MARKER: DB = BENCH MARK DISK
 MN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0136_STAMPING: X 344 1956
 MN0136_MARK LOGO: CGS
 MN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0136+STABILITY: SURFACE MOTION
 MN0136
 MN0136  HISTORY     - Date     Condition        Report By
 MN0136  HISTORY     - 1956     MONUMENTED       CGS
 MN0136  HISTORY     - 1985     GOOD             NGS
 MN0136
 MN0136                          STATION DESCRIPTION
 MN0136
 MN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0136'1.4 MI NW FROM BRIDGEPORT.
 MN0136'1.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0136'RAILROAD FROM THE STATION AT BRIDGEPORT, 8 1/2 POLES SOUTHEAST
 MN0136'OF MILEPOST 35, 28.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 MN0136'29 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET
 MN0136'SOUTHEAST OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS,
 MN0136'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 MN0136'THE GROUND, IN SECTION 29, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0136
 MN0136                          STATION RECOVERY (1985)
 MN0136
 MN0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0136'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0136'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1710 ***********************************************************************
 MK1710  DESIGNATION -  X 345
 MK1710  PID         -  MK1710
 MK1710  STATE/COUNTY-  NE/PLATTE
 MK1710  COUNTRY     -  US
 MK1710  USGS QUAD   -  TARNOV (2017)
 MK1710
 MK1710                         *CURRENT SURVEY CONTROL
 MK1710  ______________________________________________________________________
 MK1710* NAD 83(1986) POSITION- 41 35 54.     (N) 097 37 09.     (W)   SCALED
 MK1710* NAVD 88 ORTHO HEIGHT -   484.960 (meters)     1591.07  (feet) ADJUSTED
 MK1710  ______________________________________________________________________
 MK1710  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 MK1710  DYNAMIC HEIGHT  -        484.747 (meters)     1590.37  (feet) COMP
 MK1710  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 MK1710
 MK1710  VERT ORDER      -  SECOND    CLASS 0
 MK1710
 MK1710.The horizontal coordinates were scaled from a map and have
 MK1710.an estimated accuracy of +/- 6 seconds.
 MK1710
 MK1710.The orthometric height was determined by differential leveling and
 MK1710.adjusted by the NATIONAL GEODETIC SURVEY
 MK1710.in June 1991.
 MK1710
 MK1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1710.GEOID18 height accuracy estimate available here.
 MK1710
 MK1710.Click photographs - Photos may exist for this station.
 MK1710
 MK1710.The dynamic height is computed by dividing the NAVD 88
 MK1710.geopotential number by the normal gravity value computed on the
 MK1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1710.degrees latitude (g = 980.6199 gals.).
 MK1710
 MK1710.The modeled gravity was interpolated from observed gravity values.
 MK1710
 MK1710;                    North         East    Units  Estimated Accuracy
 MK1710;SPC NE       -   198,690.      698,400.      MT  (+/- 180 meters Scaled)
 MK1710
 MK1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM150061(NAD 83)
 MK1710
 MK1710                          SUPERSEDED SURVEY CONTROL
 MK1710
 MK1710  NGVD 29 (??/??/92)  484.764  (m)         1590.43   (f) ADJ UNCH    2 0
 MK1710
 MK1710.Superseded values are not recommended for survey control.
 MK1710
 MK1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1710.See file dsdata.pdf to determine how the superseded data were derived.
 MK1710
 MK1710_MARKER: DB = BENCH MARK DISK
 MK1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1710_STAMPING: X 345 1957
 MK1710_MARK LOGO: CGS
 MK1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1710+STABILITY: SURFACE MOTION
 MK1710
 MK1710  HISTORY     - Date     Condition        Report By
 MK1710  HISTORY     - 1957     MONUMENTED       CGS
 MK1710  HISTORY     - 1966     GOOD             USGS
 MK1710  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1710
 MK1710                          STATION DESCRIPTION
 MK1710
 MK1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1710'10.5 MI NW FROM PLATTE CENTER.
 MK1710'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1710'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1710'THENCE 2.7 MILES NORTHWEST, THENCE 2.0 MILES NORTH, THENCE
 MK1710'2.0 MILES WEST, IN SECTION 25, T. 19 N., R. 3 W., 30 FEET SOUTH
 MK1710'OF THE CENTER LINE OF THE EAST-WEST ROAD, 25 FEET EAST OF THE
 MK1710'CENTER LINE OF A NORTH-SOUTH ROAD, 40 FEET SOUTHEAST
 MK1710'OF THE CENTER OF THE INTERSECTION, 206 FEET WEST OF THE WEST
 MK1710'END OF A SMALL BRIDGE, 3 1/2 FEET NORTH OF A TELEPHONE POLE
 MK1710'WITH GUY WIRE, 2 FEET BELOW THE LEVEL OF THE ROADS AND IN THE
 MK1710'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 MK1710
 MK1710                          STATION RECOVERY (1966)
 MK1710
 MK1710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1710'RECOVERED IN GOOD CONDITION.
 MK1710
 MK1710                          STATION RECOVERY (1989)
 MK1710
 MK1710'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1710'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0150 ***********************************************************************
 NO0150  DESIGNATION -  X 346
 NO0150  PID         -  NO0150
 NO0150  STATE/COUNTY-  NE/CHERRY
 NO0150  COUNTRY     -  US
 NO0150  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0150
 NO0150                         *CURRENT SURVEY CONTROL
 NO0150  ______________________________________________________________________
 NO0150* NAD 83(1986) POSITION- 42 55 22.     (N) 100 51 39.     (W)   SCALED
 NO0150* NAVD 88 ORTHO HEIGHT -   868.123 (meters)     2848.17  (feet) ADJUSTED
 NO0150  ______________________________________________________________________
 NO0150  GEOID HEIGHT    -        -21.196 (meters)                     GEOID18
 NO0150  DYNAMIC HEIGHT  -        867.773 (meters)     2847.02  (feet) COMP
 NO0150  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 NO0150
 NO0150  VERT ORDER      -  FIRST     CLASS II
 NO0150
 NO0150.The horizontal coordinates were scaled from a map and have
 NO0150.an estimated accuracy of +/- 6 seconds.
 NO0150
 NO0150.The orthometric height was determined by differential leveling and
 NO0150.adjusted by the NATIONAL GEODETIC SURVEY
 NO0150.in June 1991.
 NO0150
 NO0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0150.GEOID18 height accuracy estimate available here.
 NO0150
 NO0150.Click photographs - Photos may exist for this station.
 NO0150
 NO0150.The dynamic height is computed by dividing the NAVD 88
 NO0150.geopotential number by the normal gravity value computed on the
 NO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0150.degrees latitude (g = 980.6199 gals.).
 NO0150
 NO0150.The modeled gravity was interpolated from observed gravity values.
 NO0150
 NO0150;                    North         East    Units  Estimated Accuracy
 NO0150;SPC NE       -   343,390.      429,720.      MT  (+/- 180 meters Scaled)
 NO0150
 NO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN481539(NAD 83)
 NO0150
 NO0150                          SUPERSEDED SURVEY CONTROL
 NO0150
 NO0150  NGVD 29 (??/??/92)  867.803  (m)         2847.12   (f) ADJ UNCH    1 2
 NO0150
 NO0150.Superseded values are not recommended for survey control.
 NO0150
 NO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0150.See file dsdata.pdf to determine how the superseded data were derived.
 NO0150
 NO0150_MARKER: DB = BENCH MARK DISK
 NO0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0150_STAMPING: X 346 1957
 NO0150_MARK LOGO: CGS
 NO0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0150+STABILITY: SURFACE MOTION
 NO0150
 NO0150  HISTORY     - Date     Condition        Report By
 NO0150  HISTORY     - 1957     MONUMENTED       CGS
 NO0150
 NO0150                          STATION DESCRIPTION
 NO0150
 NO0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0150'5 MI E FROM KILGORE.
 NO0150'ABOUT 5.05 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0150'FROM THE STATION AT KILGORE, IN SECTION 16, T. 34 N., R. 30 W.,
 NO0150'4 1/2 FEET EAST OF THE TENTH POLE EAST OF MILEPOST 287, 43 FEET
 NO0150'SOUTH-SOUTHEAST OF THE NEAR RAIL, 38 FEET NORTH-NORTHWEST OF
 NO0150'THE CENTER LINE OF U.S. HIGHWAY 20, 71 FEET WEST OF THE EXTENDED
 NO0150'CENTER LINE OF A ROAD LEADING SOUTH, 74 FEET WEST-NORTHWEST OF
 NO0150'THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE ROAD SOUTH,
 NO0150'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE
 NO0150'RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0263 ***********************************************************************
 NP0263  DESIGNATION -  X 347
 NP0263  PID         -  NP0263
 NP0263  STATE/COUNTY-  NE/DAWES
 NP0263  COUNTRY     -  US
 NP0263  USGS QUAD   -  CROW BUTTE (2017)
 NP0263
 NP0263                         *CURRENT SURVEY CONTROL
 NP0263  ______________________________________________________________________
 NP0263* NAD 83(1986) POSITION- 42 44 35.80   (N) 103 19 10.79   (W)   HD_HELD1
 NP0263* NAVD 88 ORTHO HEIGHT -  1064.659 (meters)     3492.97  (feet) ADJUSTED
 NP0263  ______________________________________________________________________
 NP0263  GEOID HEIGHT    -        -17.705 (meters)                     GEOID18
 NP0263  DYNAMIC HEIGHT  -       1064.103 (meters)     3491.14  (feet) COMP
 NP0263  MODELED GRAVITY -    980,062.7   (mgal)                       NAVD 88
 NP0263
 NP0263  VERT ORDER      -  FIRST     CLASS II
 NP0263
 NP0263.The horizontal coordinates were determined by differentially corrected
 NP0263.hand held GPS observations or other comparable positioning techniques
 NP0263.and have an estimated accuracy of +/- 3 meters.
 NP0263
 NP0263.The orthometric height was determined by differential leveling and
 NP0263.adjusted by the NATIONAL GEODETIC SURVEY
 NP0263.in June 1991.
 NP0263
 NP0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0263.GEOID18 height accuracy estimate available here.
 NP0263
 NP0263.Click photographs - Photos may exist for this station.
 NP0263
 NP0263.The dynamic height is computed by dividing the NAVD 88
 NP0263.geopotential number by the normal gravity value computed on the
 NP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0263.degrees latitude (g = 980.6199 gals.).
 NP0263
 NP0263.The modeled gravity was interpolated from observed gravity values.
 NP0263
 NP0263;                    North         East    Units  Estimated Accuracy
 NP0263;SPC NE       -   328,320.6     228,283.2     MT  (+/- 3 meters HH1 GPS) 
 NP0263
 NP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3753133675(NAD 83)
 NP0263
 NP0263                          SUPERSEDED SURVEY CONTROL
 NP0263
 NP0263  NGVD 29 (??/??/92) 1064.080  (m)         3491.07   (f) ADJ UNCH    1 2
 NP0263
 NP0263.Superseded values are not recommended for survey control.
 NP0263
 NP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0263.See file dsdata.pdf to determine how the superseded data were derived.
 NP0263
 NP0263_MARKER: DB = BENCH MARK DISK
 NP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0263_STAMPING: X 347 1957
 NP0263_MARK LOGO: CGS
 NP0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0263+STABILITY: SURFACE MOTION
 NP0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0263+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0263
 NP0263  HISTORY     - Date     Condition        Report By
 NP0263  HISTORY     - 1957     MONUMENTED       CGS
 NP0263  HISTORY     - 19991006 GOOD             NGS
 NP0263
 NP0263                          STATION DESCRIPTION
 NP0263
 NP0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0263'4.2 MI SW FROM WHITNEY.
 NP0263'ABOUT 4.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0263'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 16, T. 32 N.,
 NP0263'R. 51 W., 6 FEET SOUTHEAST OF MILEPOST 426, 41 FEET SOUTHEAST
 NP0263'OF THE SOUTHEAST RAIL, 40 FEET NORTHWEST OF THE CENTER LINE OF
 NP0263'U.S. HIGHWAY 20, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 NP0263'POST, 2 FEET BELOW THE LEVEL OF THE RAIL AND IN THE TOP OF A
 NP0263'CONCRETE POST WHICH PROJECTS 6 INCHES.
 NP0263
 NP0263                          STATION RECOVERY (1999)
 NP0263
 NP0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0263'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0263'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0263'THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 8.6
 NP0263'KM (5.35 MI) NORTHEASTERLY ALONG OLD HIGHWAY 20, 12.5 M (41.0 FT)
 NP0263'NORTHWEST OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT) SOUTHEAST OF THE
 NP0263'NEAR RAIL OF THE DAKOTA MINNESOTA AND EASTERN RAILROAD, 5.5 M (18.0
 NP0263'FT) SOUTHEAST OF RAILROAD MILEPOST 426, 0.4 M (1.3 FT) SOUTHEAST OF A
 NP0263'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 NP0263'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NP0263'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0243 ***********************************************************************
 NP0243  DESIGNATION -  X 348
 NP0243  PID         -  NP0243
 NP0243  STATE/COUNTY-  NE/DAWES
 NP0243  COUNTRY     -  US
 NP0243  USGS QUAD   -  CHADRON WEST (2017)
 NP0243
 NP0243                         *CURRENT SURVEY CONTROL
 NP0243  ______________________________________________________________________
 NP0243* NAD 83(1986) POSITION- 42 50 52.     (N) 103 06 27.     (W)   SCALED
 NP0243* NAVD 88 ORTHO HEIGHT -  1003.102 (meters)     3291.01  (feet) ADJUSTED
 NP0243  ______________________________________________________________________
 NP0243  GEOID HEIGHT    -        -17.924 (meters)                     GEOID18
 NP0243  DYNAMIC HEIGHT  -       1002.605 (meters)     3289.38  (feet) COMP
 NP0243  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 NP0243
 NP0243  VERT ORDER      -  FIRST     CLASS II
 NP0243
 NP0243.The horizontal coordinates were scaled from a map and have
 NP0243.an estimated accuracy of +/- 6 seconds.
 NP0243
 NP0243.The orthometric height was determined by differential leveling and
 NP0243.adjusted by the NATIONAL GEODETIC SURVEY
 NP0243.in June 1991.
 NP0243
 NP0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0243.GEOID18 height accuracy estimate available here.
 NP0243
 NP0243.Click photographs - Photos may exist for this station.
 NP0243
 NP0243.The dynamic height is computed by dividing the NAVD 88
 NP0243.geopotential number by the normal gravity value computed on the
 NP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0243.degrees latitude (g = 980.6199 gals.).
 NP0243
 NP0243.The modeled gravity was interpolated from observed gravity values.
 NP0243
 NP0243;                    North         East    Units  Estimated Accuracy
 NP0243;SPC NE       -   339,280.      246,060.      MT  (+/- 180 meters Scaled)
 NP0243
 NP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH546456(NAD 83)
 NP0243
 NP0243                          SUPERSEDED SURVEY CONTROL
 NP0243
 NP0243  NGVD 29 (??/??/92) 1002.555  (m)         3289.22   (f) ADJ UNCH    1 2
 NP0243
 NP0243.Superseded values are not recommended for survey control.
 NP0243
 NP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0243.See file dsdata.pdf to determine how the superseded data were derived.
 NP0243
 NP0243_MARKER: DB = BENCH MARK DISK
 NP0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0243_SP_SET: CULVERT HEADWALL
 NP0243_STAMPING: X 348 1957
 NP0243_MARK LOGO: CGS
 NP0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0243+STABILITY: SURFACE MOTION
 NP0243
 NP0243  HISTORY     - Date     Condition        Report By
 NP0243  HISTORY     - 1957     MONUMENTED       CGS
 NP0243  HISTORY     - 1969     GOOD             CGS
 NP0243
 NP0243                          STATION DESCRIPTION
 NP0243
 NP0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0243'6.4 MI W FROM CHADRON.
 NP0243'ABOUT 6.45 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0243'FROM THE STATION AT CHADRON, 12 POLES NORTHEAST OF MILEPOST 413,
 NP0243'11 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET LOWER
 NP0243'THAN THE RAIL, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 NP0243'STONE HEADWALL OF A 2 X 3-FOOT STONE CULVERT.
 NP0243
 NP0243                          STATION RECOVERY (1969)
 NP0243
 NP0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NP0243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0278 ***********************************************************************
 NP0278  DESIGNATION -  X 349
 NP0278  PID         -  NP0278
 NP0278  STATE/COUNTY-  NE/DAWES
 NP0278  COUNTRY     -  US
 NP0278  USGS QUAD   -  HORN (2017)
 NP0278
 NP0278                         *CURRENT SURVEY CONTROL
 NP0278  ______________________________________________________________________
 NP0278* NAD 83(1986) POSITION- 42 46 54.33   (N) 103 26 58.67   (W)   HD_HELD1
 NP0278* NAVD 88 ORTHO HEIGHT -  1121.950 (meters)     3680.93  (feet) ADJUSTED
 NP0278  ______________________________________________________________________
 NP0278  GEOID HEIGHT    -        -17.261 (meters)                     GEOID18
 NP0278  DYNAMIC HEIGHT  -       1121.372 (meters)     3679.03  (feet) COMP
 NP0278  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 NP0278
 NP0278  VERT ORDER      -  FIRST     CLASS II
 NP0278
 NP0278.The horizontal coordinates were determined by differentially corrected
 NP0278.hand held GPS observations or other comparable positioning techniques
 NP0278.and have an estimated accuracy of +/- 3 meters.
 NP0278
 NP0278.The orthometric height was determined by differential leveling and
 NP0278.adjusted by the NATIONAL GEODETIC SURVEY
 NP0278.in June 1991.
 NP0278
 NP0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0278.GEOID18 height accuracy estimate available here.
 NP0278
 NP0278.Click photographs - Photos may exist for this station.
 NP0278
 NP0278.The dynamic height is computed by dividing the NAVD 88
 NP0278.geopotential number by the normal gravity value computed on the
 NP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0278.degrees latitude (g = 980.6199 gals.).
 NP0278
 NP0278.The modeled gravity was interpolated from observed gravity values.
 NP0278
 NP0278;                    North         East    Units  Estimated Accuracy
 NP0278;SPC NE       -   333,007.9     217,821.4     MT  (+/- 3 meters HH1 GPS) 
 NP0278
 NP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2681537745(NAD 83)
 NP0278
 NP0278                          SUPERSEDED SURVEY CONTROL
 NP0278
 NP0278  NGVD 29 (??/??/92) 1121.364  (m)         3679.01   (f) ADJ UNCH    1 2
 NP0278
 NP0278.Superseded values are not recommended for survey control.
 NP0278
 NP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0278.See file dsdata.pdf to determine how the superseded data were derived.
 NP0278
 NP0278_MARKER: DB = BENCH MARK DISK
 NP0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0278_STAMPING: X 349 1957
 NP0278_MARK LOGO: CGS
 NP0278_PROJECTION: PROJECTING 8 CENTIMETERS
 NP0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0278+STABILITY: SURFACE MOTION
 NP0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0278+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 NP0278
 NP0278  HISTORY     - Date     Condition        Report By
 NP0278  HISTORY     - 1957     MONUMENTED       CGS
 NP0278  HISTORY     - 1985     GOOD             NGS
 NP0278  HISTORY     - 20180719 GOOD             NGS
 NP0278
 NP0278                          STATION DESCRIPTION
 NP0278
 NP0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0278'6.8 MI NW FROM CRAWFORD.
 NP0278'ABOUT 6.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0278'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 5,
 NP0278'T. 32 N., R. 52 W., 3 1/2 FEET NORTHEAST OF THE ELEVENTH POLE
 NP0278'SOUTHEAST OF MILEPOST 430, 36 FEET NORTHEAST OF THE NORTHEAST
 NP0278'RAIL, 54 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 2 FEET
 NP0278'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT FOUR FEET LOWER
 NP0278'THAN THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0278'5 INCHES.
 NP0278
 NP0278                          STATION RECOVERY (1985)
 NP0278
 NP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0278'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0278'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0278'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0278'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0278'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0278'THENCE 3.1 KM (1.9 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS ON A
 NP0278'GRAVEL ROAD, 1.1 METERS (3.5 FT) NORTHEAST OF THE ELEVENTH POLE
 NP0278'SOUTHEAST OF MILEPOLE 430, 11.0 METERS (36 FT) NORTHEAST OF THE
 NP0278'NORTHEAST RAIL, 16.5 METERS (54 FT) SOUTHWEST OF THE CENTER OF THE
 NP0278'ROAD AND 0.6 METER (2 FT) NORTHWEST OF A WITNESS POST.
 NP0278'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 NP0278'THE MARK IS 1.3 M BELOW THE TRACKS.
 NP0278
 NP0278                          STATION RECOVERY (2018)
 NP0278
 NP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 NP0278'THE WOODEN WITNESS POST IS DOWN.  THE FIBERGLASS ONE IS OK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0530 ***********************************************************************
 NN0530  DESIGNATION -  X 35
 NN0530  PID         -  NN0530
 NN0530  STATE/COUNTY-  NE/KEYA PAHA
 NN0530  COUNTRY     -  US
 NN0530  USGS QUAD   -  SPRINGVIEW (2017)
 NN0530
 NN0530                         *CURRENT SURVEY CONTROL
 NN0530  ______________________________________________________________________
 NN0530* NAD 83(1986) POSITION- 42 49 28.12   (N) 099 44 50.14   (W)   HD_HELD1
 NN0530* NAVD 88 ORTHO HEIGHT -   746.289 (meters)     2448.45  (feet) ADJUSTED
 NN0530  ______________________________________________________________________
 NN0530  GEOID HEIGHT    -        -23.582 (meters)                     GEOID18
 NN0530  DYNAMIC HEIGHT  -        745.992 (meters)     2447.48  (feet) COMP
 NN0530  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 NN0530
 NN0530  VERT ORDER      -  SECOND    CLASS 0
 NN0530
 NN0530.The horizontal coordinates were determined by differentially corrected
 NN0530.hand held GPS observations or other comparable positioning techniques
 NN0530.and have an estimated accuracy of +/- 3 meters.
 NN0530
 NN0530.The orthometric height was determined by differential leveling and
 NN0530.adjusted by the NATIONAL GEODETIC SURVEY
 NN0530.in June 1991.
 NN0530
 NN0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0530.GEOID18 height accuracy estimate available here.
 NN0530
 NN0530.Click photographs - Photos may exist for this station.
 NN0530
 NN0530.The dynamic height is computed by dividing the NAVD 88
 NN0530.geopotential number by the normal gravity value computed on the
 NN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0530.degrees latitude (g = 980.6199 gals.).
 NN0530
 NN0530.The modeled gravity was interpolated from observed gravity values.
 NN0530
 NN0530;                    North         East    Units  Estimated Accuracy
 NN0530;SPC NE       -   332,153.3     520,665.5     MT  (+/- 3 meters HH1 GPS) 
 NN0530
 NN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3891841594(NAD 83)
 NN0530
 NN0530                          SUPERSEDED SURVEY CONTROL
 NN0530
 NN0530  NGVD 29 (??/??/92)  746.005  (m)         2447.52   (f) ADJ UNCH    2 0
 NN0530
 NN0530.Superseded values are not recommended for survey control.
 NN0530
 NN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0530.See file dsdata.pdf to determine how the superseded data were derived.
 NN0530
 NN0530_MARKER: DB = BENCH MARK DISK
 NN0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0530_STAMPING: X 35 1934
 NN0530_MARK LOGO: CGS
 NN0530_PROJECTION: FLUSH
 NN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0530+STABILITY: SURFACE MOTION
 NN0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0530+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2020
 NN0530
 NN0530  HISTORY     - Date     Condition        Report By
 NN0530  HISTORY     - 1934     MONUMENTED       CGS
 NN0530  HISTORY     - 20130301 GOOD             INDIV
 NN0530  HISTORY     - 20200303 GOOD             NEGS
 NN0530
 NN0530                          STATION DESCRIPTION
 NN0530
 NN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0530'AT SPRINGVIEW.
 NN0530'X-35 IS LOCATED IN THE SOUTHWEST CORNER OF THE COURT HOUSE YARD,
 NN0530'66 YDS. SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURT HOUSE,
 NN0530'9 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A MEMORIAL MONUMENT
 NN0530'OF THE SOLDIERS OF KEYAPAHA COUNTY, 12 FT. WEST OF THE WEST
 NN0530'EDGE OF WALK LEADING FROM SIDEWALK UP TO MONUMENT, 9 FT. EAST
 NN0530'OF THE EAST EDGE OF SIDE WALK ON WEST SIDE OF COURT HOUSE,
 NN0530'9 FT. NORTH OF THE NORTH EDGE OF SIDE WALK SOUTH OF THE COURT
 NN0530'HOUSE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST SET LEVEL
 NN0530'WITH GROUND.  STAMPED X 35 1934.
 NN0530
 NN0530                          STATION RECOVERY (2013)
 NN0530
 NN0530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NN0530'RECOVERED AS DESCRIBED,WE USED FOR GPS WORK.
 NN0530
 NN0530                          STATION RECOVERY (2020)
 NN0530
 NN0530'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NN0530'TO REACH FROM THE JUNCTION OF NEBRASKA HIGHWAY 12 AND US HIGHWAY 183
 NN0530'IN SPRINGVIEW, GO EAST ON E TURBINE AVENUE APPROXIMATELY 0.08 MI (0.13
 NN0530'KM) TO THE MARK IN THE SOUTHWEST CORNER OF THE COURTHOUSE YARD.
 NN0530'
 NN0530'IT IS 198 FT (60.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURT
 NN0530'HOUSE, 9 FT (2.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A MEMORIAL
 NN0530'MONUMENT OF THE SOLDIERS OF KEYAPAHA COUNTY, 12 FT (3.7 M) WEST OF THE
 NN0530'WEST EDGE OF THE WALK LEADING FROM THE SIDEWALK UP TO THE MONUMENT, 9
 NN0530'FT (2.7 M) EAST OF THE EAST EDGE OF THE SIDEWALK ON THE WEST SIDE OF
 NN0530'COURTHOUSE AND 9 FT (2.7 M) NORTH OF THE NORTH EDGE OF THE SIDEWALK
 NN0530'SOUTH OF THE COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0072 ***********************************************************************
 NP0072  DESIGNATION -  X 350
 NP0072  PID         -  NP0072
 NP0072  STATE/COUNTY-  NE/SHERIDAN
 NP0072  COUNTRY     -  US
 NP0072  USGS QUAD   -  GORDON (2017)
 NP0072
 NP0072                         *CURRENT SURVEY CONTROL
 NP0072  ______________________________________________________________________
 NP0072* NAD 83(1986) POSITION- 42 47 27.     (N) 102 12 11.     (W)   SCALED
 NP0072* NAVD 88 ORTHO HEIGHT -  1093.748 (meters)     3588.40  (feet) ADJUSTED
 NP0072  ______________________________________________________________________
 NP0072  GEOID HEIGHT    -        -18.419 (meters)                     GEOID18
 NP0072  DYNAMIC HEIGHT  -       1093.230 (meters)     3586.71  (feet) COMP
 NP0072  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 NP0072
 NP0072  VERT ORDER      -  FIRST     CLASS II
 NP0072
 NP0072.The horizontal coordinates were scaled from a map and have
 NP0072.an estimated accuracy of +/- 6 seconds.
 NP0072
 NP0072.The orthometric height was determined by differential leveling and
 NP0072.adjusted by the NATIONAL GEODETIC SURVEY
 NP0072.in June 1991.
 NP0072
 NP0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0072.GEOID18 height accuracy estimate available here.
 NP0072
 NP0072.Click photographs - Photos may exist for this station.
 NP0072
 NP0072.The dynamic height is computed by dividing the NAVD 88
 NP0072.geopotential number by the normal gravity value computed on the
 NP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0072.degrees latitude (g = 980.6199 gals.).
 NP0072
 NP0072.The modeled gravity was interpolated from observed gravity values.
 NP0072
 NP0072;                    North         East    Units  Estimated Accuracy
 NP0072;SPC NE       -   330,680.      319,790.      MT  (+/- 180 meters Scaled)
 NP0072
 NP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH287413(NAD 83)
 NP0072
 NP0072                          SUPERSEDED SURVEY CONTROL
 NP0072
 NP0072  NGVD 29 (??/??/92) 1093.262  (m)         3586.81   (f) ADJ UNCH    1 2
 NP0072
 NP0072.Superseded values are not recommended for survey control.
 NP0072
 NP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0072.See file dsdata.pdf to determine how the superseded data were derived.
 NP0072
 NP0072_MARKER: DB = BENCH MARK DISK
 NP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0072_STAMPING: X 350 1957
 NP0072_MARK LOGO: CGS
 NP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0072+STABILITY: SURFACE MOTION
 NP0072
 NP0072  HISTORY     - Date     Condition        Report By
 NP0072  HISTORY     - 1957     MONUMENTED       CGS
 NP0072
 NP0072                          STATION DESCRIPTION
 NP0072
 NP0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0072'0.8 MI S FROM GORDON.
 NP0072'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 27 WHICH IS A GRADED
 NP0072'DIRT ROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 NP0072'AT GORDON, IN T. 33 N., R. 41 W., SECTION 31., 0.15 MILE NORTH
 NP0072'OF A CREST OF A HILL, 109 FEET NORTH OF THE CENTER LINE OF A
 NP0072'PRIVATE LANE LEADING EAST, 90 FEET NORTH OF A FENCE CORNER
 NP0072'POST, 38 FEET EAST OF THE CENTER LINE OF THE STATE HIGHWAY, 2
 NP0072'FEET WEST OF A FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 NP0072'POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0073 ***********************************************************************
 NP0073  DESIGNATION -  X 350 RESET
 NP0073  PID         -  NP0073
 NP0073  STATE/COUNTY-  NE/SHERIDAN
 NP0073  COUNTRY     -  US
 NP0073  USGS QUAD   -  GORDON (2017)
 NP0073
 NP0073                         *CURRENT SURVEY CONTROL
 NP0073  ______________________________________________________________________
 NP0073* NAD 83(1986) POSITION- 42 47 27.     (N) 102 12 11.     (W)   SCALED
 NP0073* NAVD 88 ORTHO HEIGHT -  1093.03  (meters)     3586.0   (feet) RESET
 NP0073  ______________________________________________________________________
 NP0073  GEOID HEIGHT    -        -18.419 (meters)                     GEOID18
 NP0073  VERT ORDER      -  THIRD
 NP0073
 NP0073.The horizontal coordinates were scaled from a map and have
 NP0073.an estimated accuracy of +/- 6 seconds.
 NP0073
 NP0073.The orthometric height was computed from unverified reset data.
 NP0073
 NP0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0073.GEOID18 height accuracy estimate available here.
 NP0073
 NP0073.Click photographs - Photos may exist for this station.
 NP0073
 NP0073;                    North         East    Units  Estimated Accuracy
 NP0073;SPC NE       -   330,680.      319,790.      MT  (+/- 180 meters Scaled)
 NP0073
 NP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH287413(NAD 83)
 NP0073
 NP0073                          SUPERSEDED SURVEY CONTROL
 NP0073
 NP0073  NGVD 29 (??/??/??) 1092.54   (m)         3584.4    (f) RESET       3  
 NP0073
 NP0073.Superseded values are not recommended for survey control.
 NP0073
 NP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0073.See file dsdata.pdf to determine how the superseded data were derived.
 NP0073
 NP0073_MARKER: DB = BENCH MARK DISK
 NP0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0073_STAMPING: X 350 RESET 1958
 NP0073_MARK LOGO: CGS
 NP0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0073+STABILITY: SURFACE MOTION
 NP0073
 NP0073  HISTORY     - Date     Condition        Report By
 NP0073  HISTORY     - 1958     MONUMENTED       NEDR
 NP0073
 NP0073                          STATION DESCRIPTION
 NP0073
 NP0073'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NP0073'0.8 MI S FROM GORDON.
 NP0073'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 27, (AN OILED ROAD
 NP0073'CONSTRUCTED IN 1958), FROM THE CHICAGO NORTHWESTERN RAILWAY
 NP0073'STATION AT GORDON, SHERIDAN COUNTY, IN T 33 N, R 41 W, SECTION
 NP0073'31, 0.15 MILE NORTH OF A CREST OF A HILL, 109 FEET NORTH OF
 NP0073'A FENCE CORNER POST, 65 FEET EAST OF THE CENTERLINE OF THE STATE
 NP0073'HIGHWAY, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NP0073'DISK, STAMPED X 350 RESET 1958 AND SET IN THE TOP OF A CONCRETE
 NP0073'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0188 ***********************************************************************
 NP0188  DESIGNATION -  X 351 RESET
 NP0188  PID         -  NP0188
 NP0188  STATE/COUNTY-  NE/SHERIDAN
 NP0188  COUNTRY     -  US
 NP0188  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0188
 NP0188                         *CURRENT SURVEY CONTROL
 NP0188  ______________________________________________________________________
 NP0188* NAD 83(1986) POSITION- 42 42 30.     (N) 102 32 57.     (W)   SCALED
 NP0188* NAVD 88 ORTHO HEIGHT -  1145.27  (meters)     3757.4   (feet) RESET
 NP0188  ______________________________________________________________________
 NP0188  GEOID HEIGHT    -        -18.097 (meters)                     GEOID18
 NP0188  VERT ORDER      -  THIRD
 NP0188
 NP0188.The horizontal coordinates were scaled from a map and have
 NP0188.an estimated accuracy of +/- 6 seconds.
 NP0188
 NP0188.The orthometric height was computed from unverified reset data.
 NP0188
 NP0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0188.GEOID18 height accuracy estimate available here.
 NP0188
 NP0188.Click photographs - Photos may exist for this station.
 NP0188
 NP0188;                    North         East    Units  Estimated Accuracy
 NP0188;SPC NE       -   322,300.      291,210.      MT  (+/- 180 meters Scaled)
 NP0188
 NP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH007313(NAD 83)
 NP0188
 NP0188                          SUPERSEDED SURVEY CONTROL
 NP0188
 NP0188  NGVD 29 (??/??/??) 1144.74   (m)         3755.7    (f) RESET       3  
 NP0188
 NP0188.Superseded values are not recommended for survey control.
 NP0188
 NP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0188.See file dsdata.pdf to determine how the superseded data were derived.
 NP0188
 NP0188_MARKER: DB = BENCH MARK DISK
 NP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0188_STAMPING: X 351 RESET 1963
 NP0188_MARK LOGO: CGS
 NP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0188+STABILITY: SURFACE MOTION
 NP0188
 NP0188  HISTORY     - Date     Condition        Report By
 NP0188  HISTORY     - 1963     MONUMENTED       NEDR
 NP0188
 NP0188                          STATION DESCRIPTION
 NP0188
 NP0188'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 NP0188'4.3 MI SW FROM RUSHVILLE.
 NP0188'ABOUT 4.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0188'RAILWAY FROM THE STATION AT RUSHVILLE, IN T 32 N, R 44 W, SECTION
 NP0188'36, 19.5 FEET SOUTH OF THE CENTERLINE OF RAILROAD TRACKS, 128
 NP0188'FEET EAST OF CULVERT UNDER HIGHWAY 20, AND SET IN A CONCRETE
 NP0188'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0152 ***********************************************************************
 NO0152  DESIGNATION -  X 352
 NO0152  PID         -  NO0152
 NO0152  STATE/COUNTY-  NE/CHERRY
 NO0152  COUNTRY     -  US
 NO0152  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0152
 NO0152                         *CURRENT SURVEY CONTROL
 NO0152  ______________________________________________________________________
 NO0152* NAD 83(1986) POSITION- 42 55 12.     (N) 100 52 20.     (W)   SCALED
 NO0152* NAVD 88 ORTHO HEIGHT -   869.622 (meters)     2853.08  (feet) ADJUSTED
 NO0152  ______________________________________________________________________
 NO0152  GEOID HEIGHT    -        -21.163 (meters)                     GEOID18
 NO0152  DYNAMIC HEIGHT  -        869.270 (meters)     2851.93  (feet) COMP
 NO0152  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 NO0152
 NO0152  VERT ORDER      -  FIRST     CLASS II
 NO0152
 NO0152.The horizontal coordinates were scaled from a map and have
 NO0152.an estimated accuracy of +/- 6 seconds.
 NO0152
 NO0152.The orthometric height was determined by differential leveling and
 NO0152.adjusted by the NATIONAL GEODETIC SURVEY
 NO0152.in June 1991.
 NO0152
 NO0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0152.GEOID18 height accuracy estimate available here.
 NO0152
 NO0152.Click photographs - Photos may exist for this station.
 NO0152
 NO0152.The dynamic height is computed by dividing the NAVD 88
 NO0152.geopotential number by the normal gravity value computed on the
 NO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0152.degrees latitude (g = 980.6199 gals.).
 NO0152
 NO0152.The modeled gravity was interpolated from observed gravity values.
 NO0152
 NO0152;                    North         East    Units  Estimated Accuracy
 NO0152;SPC NE       -   343,090.      428,790.      MT  (+/- 180 meters Scaled)
 NO0152
 NO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN471536(NAD 83)
 NO0152
 NO0152                          SUPERSEDED SURVEY CONTROL
 NO0152
 NO0152  NGVD 29 (??/??/92)  869.301  (m)         2852.03   (f) ADJ UNCH    1 2
 NO0152
 NO0152.Superseded values are not recommended for survey control.
 NO0152
 NO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0152.See file dsdata.pdf to determine how the superseded data were derived.
 NO0152
 NO0152_MARKER: DB = BENCH MARK DISK
 NO0152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0152_STAMPING: X 352 1957
 NO0152_MARK LOGO: CGS
 NO0152_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0152_ROD/PIPE-DEPTH: 5.5 meters
 NO0152
 NO0152  HISTORY     - Date     Condition        Report By
 NO0152  HISTORY     - 1957     MONUMENTED       CGS
 NO0152
 NO0152                          STATION DESCRIPTION
 NO0152
 NO0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0152'4.4 MI E FROM KILGORE.
 NO0152'ABOUT 4.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0152'FROM THE STATION AT KILGORE, IN SECTION 17, T. 34 N., R. 30 W.,
 NO0152'0.3 MILE WEST OF MILEPOST 287, 0.1 MILE WEST OF WEST CREST OF
 NO0152'HILL AND THROUGH CUT ON U.S. HIGHWAY 20, 94 FEET NORTHWEST OF
 NO0152'THE NORTHWEST RAIL, 53 FEET SOUTHWEST OF THE CENTER LINE OF A
 NO0152'PRIVATE ROAD AND WIRE GATE IN FENCE LINE, 113 FEET WEST OF THE
 NO0152'CENTER LINE OF A PRIVATE ROAD CROSSING, 1 FOOT SOUTHEAST OF THE
 NO0152'NORTHWEST RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE
 NO0152'WOODEN WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 NO0152'ROD DRIVEN TO A DEPTH OF 18 FEET.  ROD IS ENCASED IN A 6-INCH TILE
 NO0152'WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0475 ***********************************************************************
 NP0475  DESIGNATION -  X 353
 NP0475  PID         -  NP0475
 NP0475  STATE/COUNTY-  NE/SIOUX
 NP0475  COUNTRY     -  US
 NP0475  USGS QUAD   -  ROUNDTOP (2017)
 NP0475
 NP0475                         *CURRENT SURVEY CONTROL
 NP0475  ______________________________________________________________________
 NP0475* NAD 83(1986) POSITION- 42 51 08.     (N) 103 32 40.     (W)   SCALED
 NP0475* NAVD 88 ORTHO HEIGHT -  1134.558 (meters)     3722.30  (feet) ADJUSTED
 NP0475  ______________________________________________________________________
 NP0475  GEOID HEIGHT    -        -16.766 (meters)                     GEOID18
 NP0475  DYNAMIC HEIGHT  -       1133.984 (meters)     3720.41  (feet) COMP
 NP0475  MODELED GRAVITY -    980,075.4   (mgal)                       NAVD 88
 NP0475
 NP0475  VERT ORDER      -  FIRST     CLASS II
 NP0475
 NP0475.The horizontal coordinates were scaled from a map and have
 NP0475.an estimated accuracy of +/- 6 seconds.
 NP0475
 NP0475.The orthometric height was determined by differential leveling and
 NP0475.adjusted by the NATIONAL GEODETIC SURVEY
 NP0475.in June 1991.
 NP0475
 NP0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0475.GEOID18 height accuracy estimate available here.
 NP0475
 NP0475.Click photographs - Photos may exist for this station.
 NP0475
 NP0475.The dynamic height is computed by dividing the NAVD 88
 NP0475.geopotential number by the normal gravity value computed on the
 NP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0475.degrees latitude (g = 980.6199 gals.).
 NP0475
 NP0475.The modeled gravity was interpolated from observed gravity values.
 NP0475
 NP0475;                    North         East    Units  Estimated Accuracy
 NP0475;SPC NE       -   341,140.      210,390.      MT  (+/- 180 meters Scaled)
 NP0475
 NP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH189454(NAD 83)
 NP0475
 NP0475                          SUPERSEDED SURVEY CONTROL
 NP0475
 NP0475  NGVD 29 (??/??/92) 1133.963  (m)         3720.34   (f) ADJ UNCH    1 2
 NP0475
 NP0475.Superseded values are not recommended for survey control.
 NP0475
 NP0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0475.See file dsdata.pdf to determine how the superseded data were derived.
 NP0475
 NP0475_MARKER: DB = BENCH MARK DISK
 NP0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0475_SP_SET: CULVERT HEADWALL
 NP0475_STAMPING: X 353 1957
 NP0475_MARK LOGO: CGS
 NP0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0475+STABILITY: SURFACE MOTION
 NP0475
 NP0475  HISTORY     - Date     Condition        Report By
 NP0475  HISTORY     - 1957     MONUMENTED       CGS
 NP0475  HISTORY     - 1985     GOOD             NGS
 NP0475
 NP0475                          STATION DESCRIPTION
 NP0475
 NP0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0475'13.7 MI NW FROM CRAWFORD.
 NP0475'ABOUT 13.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0475'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 0.35 MILE SOUTHEAST
 NP0475'OF THE STATION SIGN AT JODER, 23 1/2 POLES NORTHWEST OF MILEPOST
 NP0475'436, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT LOWER THAN
 NP0475'THE RAIL AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 NP0475'HEAD WALL OF A 6 X 10-FOOT CONCRETE BOX CULVERT.
 NP0475
 NP0475                          STATION RECOVERY (1985)
 NP0475
 NP0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0475'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0475'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0475'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0475'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0475'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0475'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0475'THENCE 15.0 KM (9.3 MI) NORTHWEST ALONG THE NORTHEAST SIDE OF THE
 NP0475'TRACKS ON A GRAVEL ROAD, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 NP0475'HEADWALL OF A 6 BY 10 FOOT BOX CULVERT UNDER THE TRACKS, 8.5 METERS
 NP0475'(28 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 NP0475'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0297 ***********************************************************************
 NN0297  DESIGNATION -  X 36
 NN0297  PID         -  NN0297
 NN0297  STATE/COUNTY-  NE/BOYD
 NN0297  COUNTRY     -  US
 NN0297  USGS QUAD   -  BRISTOW (2017)
 NN0297
 NN0297                         *CURRENT SURVEY CONTROL
 NN0297  ______________________________________________________________________
 NN0297* NAD 83(1986) POSITION- 42 50 12.     (N) 098 34 29.     (W)   SCALED
 NN0297* NAVD 88 ORTHO HEIGHT -   448.608 (meters)     1471.81  (feet) ADJUSTED
 NN0297  ______________________________________________________________________
 NN0297  GEOID HEIGHT    -        -25.792 (meters)                     GEOID18
 NN0297  DYNAMIC HEIGHT  -        448.441 (meters)     1471.26  (feet) COMP
 NN0297  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 NN0297
 NN0297  VERT ORDER      -  SECOND    CLASS 0
 NN0297
 NN0297.The horizontal coordinates were scaled from a map and have
 NN0297.an estimated accuracy of +/- 6 seconds.
 NN0297
 NN0297.The orthometric height was determined by differential leveling and
 NN0297.adjusted by the NATIONAL GEODETIC SURVEY
 NN0297.in June 1991.
 NN0297
 NN0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0297.GEOID18 height accuracy estimate available here.
 NN0297
 NN0297.Click photographs - Photos may exist for this station.
 NN0297
 NN0297.The dynamic height is computed by dividing the NAVD 88
 NN0297.geopotential number by the normal gravity value computed on the
 NN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0297.degrees latitude (g = 980.6199 gals.).
 NN0297
 NN0297.The modeled gravity was interpolated from observed gravity values.
 NN0297
 NN0297;                    North         East    Units  Estimated Accuracy
 NN0297;SPC NE       -   334,440.      616,510.      MT  (+/- 180 meters Scaled)
 NN0297
 NN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN347427(NAD 83)
 NN0297
 NN0297                          SUPERSEDED SURVEY CONTROL
 NN0297
 NN0297  NGVD 29 (??/??/92)  448.292  (m)         1470.77   (f) ADJ UNCH    2 0
 NN0297
 NN0297.Superseded values are not recommended for survey control.
 NN0297
 NN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0297.See file dsdata.pdf to determine how the superseded data were derived.
 NN0297
 NN0297_MARKER: DB = BENCH MARK DISK
 NN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0297_STAMPING: X 36 1934
 NN0297_MARK LOGO: CGS
 NN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0297+STABILITY: SURFACE MOTION
 NN0297
 NN0297  HISTORY     - Date     Condition        Report By
 NN0297  HISTORY     - 1934     MONUMENTED       CGS
 NN0297
 NN0297                          STATION DESCRIPTION
 NN0297
 NN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0297'0.3 MI E FROM BRISTOW.
 NN0297'0.3 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0297'THE STATION AT BRISTOW, BOYD COUNTY, AT A ROAD CROSSING, 43.6
 NN0297'FEET SOUTH OF THE SOUTH RAIL, 28 FEET EAST OF THE CENTER LINE
 NN0297'OF THE ROAD, AND 62 FEET NORTH OF THE CENTER LINE OF STATE
 NN0297'HIGHWAY 12.  A STANDARD DISK, STAMPED X 36 1934 AND SET IN
 NN0297'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0049 ***********************************************************************
 LG0049  DESIGNATION -  X 363 RESET
 LG0049  PID         -  LG0049
 LG0049  STATE/COUNTY-  NE/CASS
 LG0049  COUNTRY     -  US
 LG0049  USGS QUAD   -  ELMWOOD (2017)
 LG0049
 LG0049                         *CURRENT SURVEY CONTROL
 LG0049  ______________________________________________________________________
 LG0049* NAD 83(1986) POSITION- 40 48 47.     (N) 096 22 11.     (W)   SCALED
 LG0049* NAVD 88 ORTHO HEIGHT -   397.784 (meters)     1305.06  (feet) ADJUSTED
 LG0049  ______________________________________________________________________
 LG0049  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 LG0049  DYNAMIC HEIGHT  -        397.617 (meters)     1304.52  (feet) COMP
 LG0049  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 LG0049
 LG0049  VERT ORDER      -  SECOND    CLASS 0
 LG0049
 LG0049.The horizontal coordinates were scaled from a map and have
 LG0049.an estimated accuracy of +/- 6 seconds.
 LG0049
 LG0049.The orthometric height was determined by differential leveling and
 LG0049.adjusted by the NATIONAL GEODETIC SURVEY
 LG0049.in June 1991.
 LG0049
 LG0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0049.GEOID18 height accuracy estimate available here.
 LG0049
 LG0049.Click photographs - Photos may exist for this station.
 LG0049
 LG0049.The dynamic height is computed by dividing the NAVD 88
 LG0049.geopotential number by the normal gravity value computed on the
 LG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0049.degrees latitude (g = 980.6199 gals.).
 LG0049
 LG0049.The modeled gravity was interpolated from observed gravity values.
 LG0049
 LG0049;                    North         East    Units  Estimated Accuracy
 LG0049;SPC NE       -   115,200.      806,120.      MT  (+/- 180 meters Scaled)
 LG0049
 LG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL218213(NAD 83)
 LG0049
 LG0049                          SUPERSEDED SURVEY CONTROL
 LG0049
 LG0049  NGVD 29 (??/??/92)  397.691  (m)         1304.76   (f) ADJ UNCH    2 0
 LG0049
 LG0049.Superseded values are not recommended for survey control.
 LG0049
 LG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0049.See file dsdata.pdf to determine how the superseded data were derived.
 LG0049
 LG0049_MARKER: DB = BENCH MARK DISK
 LG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0049_STAMPING: X 363 RESET 1961
 LG0049_MARK LOGO: CGS
 LG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0049+STABILITY: SURFACE MOTION
 LG0049
 LG0049  HISTORY     - Date     Condition        Report By
 LG0049  HISTORY     - 1961     MONUMENTED       CGS
 LG0049  HISTORY     - 1964     GOOD             CGS
 LG0049
 LG0049                          STATION DESCRIPTION
 LG0049
 LG0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0049'3 MI E FROM EAGLE.
 LG0049'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0049'EAGLE, THENCE 2.95 MILES EAST ALONG U.S. HIGHWAY 34 TO THE ROAD,
 LG0049'128 FEET NORTHWEST OF A ROAD CROSSING, 71.0 FEET NORTH OF
 LG0049'CENTER LINE OF HIGHWAY, 64 FEET WEST OF CENTER OF ROAD, 23
 LG0049'FEET NORTH OF A NORTH GATE POST, 1.8 FEET EAST OF A FENCE,
 LG0049'1.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0049'TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LG0049
 LG0049                          STATION RECOVERY (1964)
 LG0049
 LG0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0187 ***********************************************************************
 LG0187  DESIGNATION -  X 364
 LG0187  PID         -  LG0187
 LG0187  STATE/COUNTY-  NE/JOHNSON
 LG0187  COUNTRY     -  US
 LG0187  USGS QUAD   -  TECUMSEH NW (2017)
 LG0187
 LG0187                         *CURRENT SURVEY CONTROL
 LG0187  ______________________________________________________________________
 LG0187* NAD 83(1986) POSITION- 40 23 33.     (N) 096 10 47.     (W)   SCALED
 LG0187* NAVD 88 ORTHO HEIGHT -   365.965 (meters)     1200.67  (feet) ADJUSTED
 LG0187  ______________________________________________________________________
 LG0187  GEOID HEIGHT    -        -28.399 (meters)                     GEOID18
 LG0187  DYNAMIC HEIGHT  -        365.767 (meters)     1200.02  (feet) COMP
 LG0187  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 LG0187
 LG0187  VERT ORDER      -  SECOND    CLASS 0
 LG0187
 LG0187.The horizontal coordinates were scaled from a map and have
 LG0187.an estimated accuracy of +/- 6 seconds.
 LG0187
 LG0187.The orthometric height was determined by differential leveling and
 LG0187.adjusted by the NATIONAL GEODETIC SURVEY
 LG0187.in June 1991.
 LG0187
 LG0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0187.GEOID18 height accuracy estimate available here.
 LG0187
 LG0187.Click photographs - Photos may exist for this station.
 LG0187
 LG0187.The dynamic height is computed by dividing the NAVD 88
 LG0187.geopotential number by the normal gravity value computed on the
 LG0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0187.degrees latitude (g = 980.6199 gals.).
 LG0187
 LG0187.The modeled gravity was interpolated from observed gravity values.
 LG0187
 LG0187;                    North         East    Units  Estimated Accuracy
 LG0187;SPC NE       -    69,250.      824,200.      MT  (+/- 180 meters Scaled)
 LG0187
 LG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK393751(NAD 83)
 LG0187
 LG0187                          SUPERSEDED SURVEY CONTROL
 LG0187
 LG0187  NGVD 29 (??/??/92)  365.871  (m)         1200.36   (f) ADJ UNCH    2 0
 LG0187
 LG0187.Superseded values are not recommended for survey control.
 LG0187
 LG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0187.See file dsdata.pdf to determine how the superseded data were derived.
 LG0187
 LG0187_MARKER: DB = BENCH MARK DISK
 LG0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0187_STAMPING: X 364 1961
 LG0187_MARK LOGO: CGS
 LG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0187+STABILITY: SURFACE MOTION
 LG0187
 LG0187  HISTORY     - Date     Condition        Report By
 LG0187  HISTORY     - 1961     MONUMENTED       CGS
 LG0187
 LG0187                          STATION DESCRIPTION
 LG0187
 LG0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0187'2.5 MI NE FROM TECUMSEH.
 LG0187'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0187'THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY 50, 100 FEET NORTHWEST
 LG0187'OF THE CENTER OF A CROSSING, 75 FEET NORTH OF THE CENTER OF A
 LG0187'FARM ROAD, 43 FEET NORTH OF A FENCE CORNER, 15 FEET WEST OF A
 LG0187'TELEPHONE POLE, 4 FEET NORTH OF A CONCRETE RIGHT OF WAY POST,
 LG0187'ABOUT 4 FEET LOWER THAN THE HIGHWAY, 2 FEET SOUTH OF A METAL
 LG0187'WITNESS POST WITH SIGN, 0.1 FOOT EAST OF A FENCE, SET IN TOP
 LG0187'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1288 ***********************************************************************
 NM1288  DESIGNATION -  X 38
 NM1288  PID         -  NM1288
 NM1288  STATE/COUNTY-  NE/KNOX
 NM1288  COUNTRY     -  US
 NM1288  USGS QUAD   -  WAUSA (2017)
 NM1288
 NM1288                         *CURRENT SURVEY CONTROL
 NM1288  ______________________________________________________________________
 NM1288* NAD 83(1986) POSITION- 42 28 03.     (N) 097 32 36.     (W)   SCALED
 NM1288* NAVD 88 ORTHO HEIGHT -   522.926 (meters)     1715.63  (feet) ADJUSTED
 NM1288  ______________________________________________________________________
 NM1288  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 NM1288  DYNAMIC HEIGHT  -        522.728 (meters)     1714.98  (feet) COMP
 NM1288  MODELED GRAVITY -    980,226.6   (mgal)                       NAVD 88
 NM1288
 NM1288  VERT ORDER      -  SECOND    CLASS 0
 NM1288
 NM1288.The horizontal coordinates were scaled from a map and have
 NM1288.an estimated accuracy of +/- 6 seconds.
 NM1288
 NM1288.The orthometric height was determined by differential leveling and
 NM1288.adjusted by the NATIONAL GEODETIC SURVEY
 NM1288.in June 1991.
 NM1288
 NM1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1288.GEOID18 height accuracy estimate available here.
 NM1288
 NM1288.Click photographs - Photos may exist for this station.
 NM1288
 NM1288.The dynamic height is computed by dividing the NAVD 88
 NM1288.geopotential number by the normal gravity value computed on the
 NM1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1288.degrees latitude (g = 980.6199 gals.).
 NM1288
 NM1288.The modeled gravity was interpolated from observed gravity values.
 NM1288
 NM1288;                    North         East    Units  Estimated Accuracy
 NM1288;SPC NE       -   295,340.      701,970.      MT  (+/- 180 meters Scaled)
 NM1288
 NM1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN197027(NAD 83)
 NM1288
 NM1288                          SUPERSEDED SURVEY CONTROL
 NM1288
 NM1288  NGVD 29 (??/??/92)  522.716  (m)         1714.94   (f) ADJ UNCH    2 0
 NM1288
 NM1288.Superseded values are not recommended for survey control.
 NM1288
 NM1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1288.See file dsdata.pdf to determine how the superseded data were derived.
 NM1288
 NM1288_MARKER: DB = BENCH MARK DISK
 NM1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1288_STAMPING: X 38 1934
 NM1288_MARK LOGO: CGS
 NM1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1288+STABILITY: SURFACE MOTION
 NM1288
 NM1288  HISTORY     - Date     Condition        Report By
 NM1288  HISTORY     - 1934     MONUMENTED       CGS
 NM1288
 NM1288                          STATION DESCRIPTION
 NM1288
 NM1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1288'2 MI S FROM WAUSA.
 NM1288'LOCATED 2 MILES SOUTH ALONG U.S. HIGHWAY 81.  OF THE WAUSA HIGH
 NM1288'SCHOOL, 50 YARDS SOUTH OF WYE AT U.S. HWY 81 AND STATE HWY. 59,
 NM1288'45 YARDS NORTH OF CENTERLINE OF SECTION ROAD, 30 FEET EAST OF
 NM1288'CENTERLINE OF HIGHWAY, 15.8 FEET NORTH OF CORNER FENCE POST, 2
 NM1288'FEET WEST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM1288'5 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1289 ***********************************************************************
 NM1289  DESIGNATION -  X 38 RESET
 NM1289  PID         -  NM1289
 NM1289  STATE/COUNTY-  NE/KNOX
 NM1289  COUNTRY     -  US
 NM1289  USGS QUAD   -  WAUSA (2017)
 NM1289
 NM1289                         *CURRENT SURVEY CONTROL
 NM1289  ______________________________________________________________________
 NM1289* NAD 83(1986) POSITION- 42 28 03.     (N) 097 32 36.     (W)   SCALED
 NM1289* NAVD 88 ORTHO HEIGHT -   522.92  (+/-2cm)     1715.6   (feet) VERTCON
 NM1289  ______________________________________________________________________
 NM1289  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 NM1289  VERT ORDER      -  THIRD (See Below)
 NM1289
 NM1289.The horizontal coordinates were scaled from a map and have
 NM1289.an estimated accuracy of +/- 6 seconds.
 NM1289
 NM1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1289
 NM1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1289.GEOID18 height accuracy estimate available here.
 NM1289
 NM1289.The vertical order pertains to the NGVD 29 superseded value.
 NM1289
 NM1289.Click photographs - Photos may exist for this station.
 NM1289
 NM1289;                    North         East    Units  Estimated Accuracy
 NM1289;SPC NE       -   295,340.      701,970.      MT  (+/- 180 meters Scaled)
 NM1289
 NM1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN197027(NAD 83)
 NM1289
 NM1289                          SUPERSEDED SURVEY CONTROL
 NM1289
 NM1289  NGVD 29 (??/??/??)  522.71   (m)         1714.9    (f) RESET       3  
 NM1289
 NM1289.Superseded values are not recommended for survey control.
 NM1289
 NM1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1289.See file dsdata.pdf to determine how the superseded data were derived.
 NM1289
 NM1289_MARKER: DB = BENCH MARK DISK
 NM1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1289_STAMPING: X 38 RESET 1938
 NM1289_MARK LOGO: CGS
 NM1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1289+STABILITY: SURFACE MOTION
 NM1289
 NM1289  HISTORY     - Date     Condition        Report By
 NM1289  HISTORY     - 1938     MONUMENTED       NEDR
 NM1289
 NM1289                          STATION DESCRIPTION
 NM1289
 NM1289'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1938
 NM1289'2 MI S FROM WAUSA.
 NM1289'2.0 MILES SOUTH ALONG STATE HIGHWAY 98 FROM THE HIGH SCHOOL AT
 NM1289'WAUSA, KNOX COUNTY, 50 YARDS SOUTH OF THE WYE, AT THE JUNCTION
 NM1289'OF STATE HIGHWAY 59, NORTHEAST OF THE JUNCTION OF A SECTION-LINE
 NM1289'ROAD, 38.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SERVICE
 NM1289'STATION, AND 14.5 FEET WEST OF THE SOUTHWEST CORNER OF THE FENCE.
 NM1289'A STANDARD DISK, STAMPED X 38 RESET 1938 AND SET IN THE TOP OF A
 NM1289'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0610 ***********************************************************************
 NM0610  DESIGNATION -  X 40
 NM0610  PID         -  NM0610
 NM0610  STATE/COUNTY-  NE/DIXON
 NM0610  COUNTRY     -  US
 NM0610  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0610
 NM0610                         *CURRENT SURVEY CONTROL
 NM0610  ______________________________________________________________________
 NM0610* NAD 83(1986) POSITION- 42 16 54.     (N) 096 52 35.     (W)   SCALED
 NM0610* NAVD 88 ORTHO HEIGHT -   422.015 (meters)     1384.56  (feet) ADJUSTED
 NM0610  ______________________________________________________________________
 NM0610  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 NM0610  DYNAMIC HEIGHT  -        421.877 (meters)     1384.11  (feet) COMP
 NM0610  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 NM0610
 NM0610  VERT ORDER      -  SECOND    CLASS 0
 NM0610
 NM0610.The horizontal coordinates were scaled from a map and have
 NM0610.an estimated accuracy of +/- 6 seconds.
 NM0610
 NM0610.The orthometric height was determined by differential leveling and
 NM0610.adjusted by the NATIONAL GEODETIC SURVEY
 NM0610.in June 1991.
 NM0610
 NM0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0610.GEOID18 height accuracy estimate available here.
 NM0610
 NM0610.Click photographs - Photos may exist for this station.
 NM0610
 NM0610.The dynamic height is computed by dividing the NAVD 88
 NM0610.geopotential number by the normal gravity value computed on the
 NM0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0610.degrees latitude (g = 980.6199 gals.).
 NM0610
 NM0610.The modeled gravity was interpolated from observed gravity values.
 NM0610
 NM0610;                    North         East    Units  Estimated Accuracy
 NM0610;SPC NE       -   276,490.      757,530.      MT  (+/- 180 meters Scaled)
 NM0610
 NM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM750832(NAD 83)
 NM0610
 NM0610                          SUPERSEDED SURVEY CONTROL
 NM0610
 NM0610  NGVD 29 (??/??/92)  421.847  (m)         1384.01   (f) ADJ UNCH    2 0
 NM0610
 NM0610.Superseded values are not recommended for survey control.
 NM0610
 NM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0610.See file dsdata.pdf to determine how the superseded data were derived.
 NM0610
 NM0610_MARKER: DB = BENCH MARK DISK
 NM0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0610_STAMPING: X 40 1934
 NM0610_MARK LOGO: CGS
 NM0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0610+STABILITY: SURFACE MOTION
 NM0610
 NM0610  HISTORY     - Date     Condition        Report By
 NM0610  HISTORY     - 1934     MONUMENTED       CGS
 NM0610  HISTORY     - 1966     POOR             CGS
 NM0610
 NM0610                          STATION DESCRIPTION
 NM0610
 NM0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0610'1 MI NW FROM WAKEFIELD.
 NM0610'X-40 IS LOCATED 1 MILE NORTHWEST OF STATION ALONG C.ST.P.M. AND AT
 NM0610'WAKEFIELD, 40 YARDS SOUTHWEST OF CANAL RUNNING PARALLEL TO RAILROAD
 NM0610'TRACKS, 63 FEET SOUTH OF CENTERLINE OF WOODEN TRESTLE 1-4 3/4, 44.5
 NM0610'FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 1.2 FEET NORTHEAST OF
 NM0610'R/W OF TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM0610'4 INCHES HIGH.
 NM0610
 NM0610                          STATION RECOVERY (1966)
 NM0610
 NM0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0610'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0564 ***********************************************************************
 NP0564  DESIGNATION -  X 416
 NP0564  PID         -  NP0564
 NP0564  STATE/COUNTY-  NE/DAWES
 NP0564  COUNTRY     -  US
 NP0564  USGS QUAD   -  MARSLAND (2017)
 NP0564
 NP0564                         *CURRENT SURVEY CONTROL
 NP0564  ______________________________________________________________________
 NP0564* NAD 83(1986) POSITION- 42 26 37.     (N) 103 17 56.     (W)   SCALED
 NP0564* NAVD 88 ORTHO HEIGHT -  1268.237 (meters)     4160.87  (feet) ADJUSTED
 NP0564  ______________________________________________________________________
 NP0564  GEOID HEIGHT    -        -18.069 (meters)                     GEOID18
 NP0564  DYNAMIC HEIGHT  -       1267.485 (meters)     4158.41  (feet) COMP
 NP0564  MODELED GRAVITY -    979,985.1   (mgal)                       NAVD 88
 NP0564
 NP0564  VERT ORDER      -  FIRST     CLASS II
 NP0564
 NP0564.The horizontal coordinates were scaled from a map and have
 NP0564.an estimated accuracy of +/- 6 seconds.
 NP0564
 NP0564.The orthometric height was determined by differential leveling and
 NP0564.adjusted by the NATIONAL GEODETIC SURVEY
 NP0564.in June 1991.
 NP0564
 NP0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0564.GEOID18 height accuracy estimate available here.
 NP0564
 NP0564.Click photographs - Photos may exist for this station.
 NP0564
 NP0564.The dynamic height is computed by dividing the NAVD 88
 NP0564.geopotential number by the normal gravity value computed on the
 NP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0564.degrees latitude (g = 980.6199 gals.).
 NP0564
 NP0564.The modeled gravity was interpolated from observed gravity values.
 NP0564
 NP0564;                    North         East    Units  Estimated Accuracy
 NP0564;SPC NE       -   295,000.      228,710.      MT  (+/- 180 meters Scaled)
 NP0564
 NP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399004(NAD 83)
 NP0564
 NP0564                          SUPERSEDED SURVEY CONTROL
 NP0564
 NP0564.No superseded survey control is available for this station.
 NP0564
 NP0564_MARKER: I = METAL ROD
 NP0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0564_STAMPING: X 416 1985
 NP0564_MARK LOGO: NGS
 NP0564_PROJECTION: FLUSH
 NP0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0564_ROD/PIPE-DEPTH: 9.8 meters
 NP0564
 NP0564  HISTORY     - Date     Condition        Report By
 NP0564  HISTORY     - 1985     MONUMENTED       NGS
 NP0564
 NP0564                          STATION DESCRIPTION
 NP0564
 NP0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0564'0.2 KM (0.1 MI) EAST FROM MARSLAND.
 NP0564'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0564'OFFICE AT MARSLAND, AT THE CROSSING OF THE BURLINGTON NORTHERN RAIL,
 NP0564'19.66 METERS (64.5 FT) WEST OF THE WEST RAIL, 15.09 METERS (49.5 FT)
 NP0564'SOUTH OF THE CENTER OF THE DIRT ROAD, 10.46 METERS (34.3 FT) WEST OF
 NP0564'THE FIRST POWER POLE WEST OF THE TRACKS, 2.04 METERS (9.7 FT) WEST OF
 NP0564'A FENCE CORNER AND 0.4 METER (1.3 FT) NORTH OF A FENCE.  NOTE--ACCESS
 NP0564'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0564'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 NP0564'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0357 ***********************************************************************
 MN0357  DESIGNATION -  X 417
 MN0357  PID         -  MN0357
 MN0357  STATE/COUNTY-  NE/MORRILL
 MN0357  COUNTRY     -  US
 MN0357  USGS QUAD   -  BROADWATER SW (2017)
 MN0357
 MN0357                         *CURRENT SURVEY CONTROL
 MN0357  ______________________________________________________________________
 MN0357* NAD 83(1986) POSITION- 41 34 09.     (N) 102 59 04.     (W)   SCALED
 MN0357* NAVD 88 ORTHO HEIGHT -  1158.899 (meters)     3802.15  (feet) ADJUSTED
 MN0357  ______________________________________________________________________
 MN0357  GEOID HEIGHT    -        -19.675 (meters)                     GEOID18
 MN0357  DYNAMIC HEIGHT  -       1158.157 (meters)     3799.72  (feet) COMP
 MN0357  MODELED GRAVITY -    979,942.6   (mgal)                       NAVD 88
 MN0357
 MN0357  VERT ORDER      -  FIRST     CLASS II
 MN0357
 MN0357.The horizontal coordinates were scaled from a map and have
 MN0357.an estimated accuracy of +/- 6 seconds.
 MN0357
 MN0357.The orthometric height was determined by differential leveling and
 MN0357.adjusted by the NATIONAL GEODETIC SURVEY
 MN0357.in June 1991.
 MN0357
 MN0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0357.GEOID18 height accuracy estimate available here.
 MN0357
 MN0357.Click photographs - Photos may exist for this station.
 MN0357
 MN0357.The dynamic height is computed by dividing the NAVD 88
 MN0357.geopotential number by the normal gravity value computed on the
 MN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0357.degrees latitude (g = 980.6199 gals.).
 MN0357
 MN0357.The modeled gravity was interpolated from observed gravity values.
 MN0357
 MN0357;                    North         East    Units  Estimated Accuracy
 MN0357;SPC NE       -   197,020.      251,210.      MT  (+/- 180 meters Scaled)
 MN0357
 MN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680039(NAD 83)
 MN0357
 MN0357                          SUPERSEDED SURVEY CONTROL
 MN0357
 MN0357.No superseded survey control is available for this station.
 MN0357
 MN0357_MARKER: I = METAL ROD
 MN0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0357_STAMPING: X 417 1985
 MN0357_MARK LOGO: NGS
 MN0357_PROJECTION: FLUSH
 MN0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0357_ROD/PIPE-DEPTH: 4.9 meters
 MN0357
 MN0357  HISTORY     - Date     Condition        Report By
 MN0357  HISTORY     - 1985     MONUMENTED       NGS
 MN0357
 MN0357                          STATION DESCRIPTION
 MN0357
 MN0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0357'16.5 KM (10.25 MI) SE FROM BRIDGEPORT.
 MN0357'16.5 KM (10.2 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0357'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A TRACK ROAD LEADING THRU
 MN0357'AN OPEN FENCE TO A PASTURE LAND, 24.9 METERS (81.8 FT) EAST OF THE
 MN0357'HIGHWAY CENTERLINE (SLOPE DISTANCE), 5.2 METERS (17 FT) NORTH OF THE
 MN0357'CENTER OF THE OPEN FENCE GATE AND TRACK ROAD, 0.3 METER (1 FT) WEST OF
 MN0357'A FENCE, 51.2 METERS (168 FT) NORTH OF A FENCE CORNER AND 54.9 METERS
 MN0357'(180 FT) NORTH OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 MN0357'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0357'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0357'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0382 ***********************************************************************
 MN0382  DESIGNATION -  X 418
 MN0382  PID         -  MN0382
 MN0382  STATE/COUNTY-  NE/CHEYENNE
 MN0382  COUNTRY     -  US
 MN0382  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0382
 MN0382                         *CURRENT SURVEY CONTROL
 MN0382  ______________________________________________________________________
 MN0382* NAD 83(1986) POSITION- 41 06 49.7    (N) 102 58 25.3    (W)   HD_HELD2
 MN0382* NAVD 88 ORTHO HEIGHT -  1301.838 (meters)     4271.11  (feet) ADJUSTED
 MN0382  ______________________________________________________________________
 MN0382  GEOID HEIGHT    -        -19.770 (meters)                     GEOID18
 MN0382  DYNAMIC HEIGHT  -       1300.919 (meters)     4268.10  (feet) COMP
 MN0382  MODELED GRAVITY -    979,872.2   (mgal)                       NAVD 88
 MN0382
 MN0382  VERT ORDER      -  FIRST     CLASS II
 MN0382
 MN0382.The horizontal coordinates were established by autonomous hand held GPS
 MN0382.observations and have an estimated accuracy of +/- 10 meters.
 MN0382
 MN0382.The orthometric height was determined by differential leveling and
 MN0382.adjusted by the NATIONAL GEODETIC SURVEY
 MN0382.in June 1991.
 MN0382
 MN0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0382.GEOID18 height accuracy estimate available here.
 MN0382
 MN0382.Click photographs - Photos may exist for this station.
 MN0382
 MN0382.The dynamic height is computed by dividing the NAVD 88
 MN0382.geopotential number by the normal gravity value computed on the
 MN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0382.degrees latitude (g = 980.6199 gals.).
 MN0382
 MN0382.The modeled gravity was interpolated from observed gravity values.
 MN0382
 MN0382;                    North         East    Units  Estimated Accuracy
 MN0382;SPC NE       -   146,459.      250,367.      MT  (+/- 10 meters HH2 GPS)
 MN0382
 MN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7012653369(NAD 83)
 MN0382
 MN0382                          SUPERSEDED SURVEY CONTROL
 MN0382
 MN0382.No superseded survey control is available for this station.
 MN0382
 MN0382_MARKER: I = METAL ROD
 MN0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0382_STAMPING: X 418 1985
 MN0382_MARK LOGO: NGS
 MN0382_PROJECTION: FLUSH
 MN0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0382+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2016
 MN0382_ROD/PIPE-DEPTH: 9.6 meters
 MN0382
 MN0382  HISTORY     - Date     Condition        Report By
 MN0382  HISTORY     - 1985     MONUMENTED       NGS
 MN0382  HISTORY     - 20110707 GOOD             INDIV
 MN0382  HISTORY     - 20161210 GOOD             WOOLPT
 MN0382
 MN0382                          STATION DESCRIPTION
 MN0382
 MN0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0382'4.0 KM (2.5 MI) SOUTH FROM SIDNEY.
 MN0382'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0382'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 0.16 KM
 MN0382'(0.1 MI) SOUTHWEST ALONG STATE ROUTE 19, AT A EAST-WEST, NORTH-SOUTH
 MN0382'RIGHT OF WAY FENCE JUNCTION AND A SLIGHT OFFSET IN THE FENCE,
 MN0382'45.4 METERS (149 FT) WEST-NORTHWEST OF THE CENTER OF STATE ROUTE 19,
 MN0382'11.9 METERS (39 FT) WEST-NORTHWEST OF A SNOW FENCE, 0.5 METER (1.6 FT)
 MN0382'EAST OF A RIGHT OF WAY FENCE, 1.4 METERS (4.6 FT) NORTH-NORTHWEST OF A
 MN0382'FENCE CORNER AND 0.9 METER (3 FT) NORTH-NORTHEAST OF A CONCRETE RIGHT
 MN0382'OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0382'LOGO CAP.
 MN0382'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0382'THE MARK IS 1.2 M BELOW THE ROAD.
 MN0382
 MN0382                          STATION RECOVERY (2011)
 MN0382
 MN0382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (LLB)
 MN0382'SOUTH 4.0 FT. TO BOTTOM ORANGE CARSONITE WITNESS SIGN,NNE 12.1 FT. TO
 MN0382'SW CORNER OF 3 FT. BY 5 FT.GREEN ELECTRCAL BOX,WEST 18.6 FT.TO
 MN0382'U.S.WEST TELE BOX,SSW 3.9 FT. NE CORNER ROW MARKER,SOUTH 161 FT.TO
 MN0382'CENTERLINE WESTBOUND LANE I 80,ESE 129 FT.TO SOUTHBOUND LANE HWY 19.
 MN0382
 MN0382                          STATION RECOVERY (2016)
 MN0382
 MN0382'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DJK)
 MN0382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0327 ***********************************************************************
 MM0327  DESIGNATION -  X 422
 MM0327  PID         -  MM0327
 MM0327  STATE/COUNTY-  NE/KEITH
 MM0327  COUNTRY     -  US
 MM0327  USGS QUAD   -  KEYSTONE (2017)
 MM0327
 MM0327                         *CURRENT SURVEY CONTROL
 MM0327  ______________________________________________________________________
 MM0327* NAD 83(1986) POSITION- 41 07 41.     (N) 101 32 05.     (W)   SCALED
 MM0327* NAVD 88 ORTHO HEIGHT -   962.307 (meters)     3157.17  (feet) ADJUSTED
 MM0327  ______________________________________________________________________
 MM0327  GEOID HEIGHT    -        -21.269 (meters)                     GEOID18
 MM0327  DYNAMIC HEIGHT  -        961.716 (meters)     3155.23  (feet) COMP
 MM0327  MODELED GRAVITY -    979,977.0   (mgal)                       NAVD 88
 MM0327
 MM0327  VERT ORDER      -  FIRST     CLASS II
 MM0327
 MM0327.The horizontal coordinates were scaled from a map and have
 MM0327.an estimated accuracy of +/- 6 seconds.
 MM0327
 MM0327.The orthometric height was determined by differential leveling and
 MM0327.adjusted by the NATIONAL GEODETIC SURVEY
 MM0327.in June 1991.
 MM0327
 MM0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0327.GEOID18 height accuracy estimate available here.
 MM0327
 MM0327.Click photographs - Photos may exist for this station.
 MM0327
 MM0327.The dynamic height is computed by dividing the NAVD 88
 MM0327.geopotential number by the normal gravity value computed on the
 MM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0327.degrees latitude (g = 980.6199 gals.).
 MM0327
 MM0327.The modeled gravity was interpolated from observed gravity values.
 MM0327
 MM0327;                    North         East    Units  Estimated Accuracy
 MM0327;SPC NE       -   144,890.      371,170.      MT  (+/- 180 meters Scaled)
 MM0327
 MM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL872560(NAD 83)
 MM0327
 MM0327                          SUPERSEDED SURVEY CONTROL
 MM0327
 MM0327  NGVD 29 (02/14/92)  961.889  (m)         3155.80   (f) ADJUSTED    1 2
 MM0327
 MM0327.Superseded values are not recommended for survey control.
 MM0327
 MM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0327.See file dsdata.pdf to determine how the superseded data were derived.
 MM0327
 MM0327_MARKER: I = METAL ROD
 MM0327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0327_STAMPING: X 422 1986
 MM0327_MARK LOGO: NGS
 MM0327_PROJECTION: FLUSH
 MM0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0327_ROD/PIPE-DEPTH: 16.7 meters
 MM0327
 MM0327  HISTORY     - Date     Condition        Report By
 MM0327  HISTORY     - 1986     MONUMENTED       NGS
 MM0327  HISTORY     - 19980710 GOOD             USPSQD
 MM0327
 MM0327                          STATION DESCRIPTION
 MM0327
 MM0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0327'15.6 KM (9.7 MI) EAST FROM OGALLALA.
 MM0327'15.6 KM (9.75 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0327'HIGHWAY 26 AND STATE HIGHWAY 61 AT OGALLALA, ON TOP OF AND ABOUT
 MM0327'12-FEET EAST OF THE WEST END OF A LOW CUT, ALSO 15.2 KM (9.4 MI) WEST
 MM0327'OF PAXTON, 38.8 METERS (127.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0327'43.7 METERS (143.5 FT) SOUTHEAST OF MILEPOST 136 AND 31.3 METERS (103
 MM0327'FT) NORTHWEST OF THE UNION PACIFIC RAILROAD MILEPOLE 325.
 MM0327'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0327'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0327'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 MM0327
 MM0327                          STATION RECOVERY (1998)
 MM0327
 MM0327'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0973 ***********************************************************************
 LH0973  DESIGNATION -  X 423
 LH0973  PID         -  LH0973
 LH0973  STATE/COUNTY-  NE/GOSPER
 LH0973  COUNTRY     -  US
 LH0973  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0973
 LH0973                         *CURRENT SURVEY CONTROL
 LH0973  ______________________________________________________________________
 LH0973* NAD 83(1986) POSITION- 40 28 08.     (N) 099 53 11.     (W)   SCALED
 LH0973* NAVD 88 ORTHO HEIGHT -   731.343 (meters)     2399.41  (feet) ADJUSTED
 LH0973  ______________________________________________________________________
 LH0973  GEOID HEIGHT    -        -24.507 (meters)                     GEOID18
 LH0973  DYNAMIC HEIGHT  -        730.876 (meters)     2397.88  (feet) COMP
 LH0973  MODELED GRAVITY -    979,961.6   (mgal)                       NAVD 88
 LH0973
 LH0973  VERT ORDER      -  FIRST     CLASS II
 LH0973
 LH0973.The horizontal coordinates were scaled from a map and have
 LH0973.an estimated accuracy of +/- 6 seconds.
 LH0973
 LH0973.The orthometric height was determined by differential leveling and
 LH0973.adjusted by the NATIONAL GEODETIC SURVEY
 LH0973.in June 1991.
 LH0973
 LH0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0973.GEOID18 height accuracy estimate available here.
 LH0973
 LH0973.Click photographs - Photos may exist for this station.
 LH0973
 LH0973.The dynamic height is computed by dividing the NAVD 88
 LH0973.geopotential number by the normal gravity value computed on the
 LH0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0973.degrees latitude (g = 980.6199 gals.).
 LH0973
 LH0973.The modeled gravity was interpolated from observed gravity values.
 LH0973
 LH0973;                    North         East    Units  Estimated Accuracy
 LH0973;SPC NE       -    70,570.      509,630.      MT  (+/- 180 meters Scaled)
 LH0973
 LH0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK248801(NAD 83)
 LH0973
 LH0973                          SUPERSEDED SURVEY CONTROL
 LH0973
 LH0973  NGVD 29 (02/14/92)  731.039  (m)         2398.42   (f) ADJUSTED    1 2
 LH0973
 LH0973.Superseded values are not recommended for survey control.
 LH0973
 LH0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0973.See file dsdata.pdf to determine how the superseded data were derived.
 LH0973
 LH0973_MARKER: I = METAL ROD
 LH0973_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0973_STAMPING: X 423 1986
 LH0973_MARK LOGO: NGS
 LH0973_PROJECTION: FLUSH
 LH0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0973_ROD/PIPE-DEPTH: 11.2 meters
 LH0973
 LH0973  HISTORY     - Date     Condition        Report By
 LH0973  HISTORY     - 1986     MONUMENTED       NGS
 LH0973
 LH0973                          STATION DESCRIPTION
 LH0973
 LH0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0973'18.4 KM (11.45 MI) NORTH FROM ARAPAHOE.
 LH0973'18.42 KM (11.51 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0973'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE T
 LH0973'JUNCTION OF A TRACK FIELD ROAD, ABOUT 100-YARDS WEST OF THE NORTH END
 LH0973'OF A SMALL MAN MADE POND, 0.78 KM (0.48 MI) NORTH OF MILEPOST 32, 17.9
 LH0973'METERS (59 FT) EAST OF THE HIGHWAY CENTERLINE, 5.4 METERS (18 FT)
 LH0973'SOUTH OF THE CENTER OF THE ROAD, 2.6 METERS (8.5 FT) SOUTH OF THE
 LH0973'SOUTH OF A GATE AND 0.3 METER (1 FT) WEST OF THE FENCE.  NOTE--ACCESS
 LH0973'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0973'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0973'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0303 ***********************************************************************
 MM0303  DESIGNATION -  X 425
 MM0303  PID         -  MM0303
 MM0303  STATE/COUNTY-  NE/LINCOLN
 MM0303  COUNTRY     -  US
 MM0303  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0303
 MM0303                         *CURRENT SURVEY CONTROL
 MM0303  ______________________________________________________________________
 MM0303* NAD 83(1986) POSITION- 41 08 12.45   (N) 100 45 51.45   (W)   HD_HELD1
 MM0303* NAVD 88 ORTHO HEIGHT -   855.793 (meters)     2807.71  (feet) ADJUSTED
 MM0303  ______________________________________________________________________
 MM0303  GEOID HEIGHT    -        -22.176 (meters)                     GEOID18
 MM0303  DYNAMIC HEIGHT  -        855.296 (meters)     2806.08  (feet) COMP
 MM0303  MODELED GRAVITY -    980,014.8   (mgal)                       NAVD 88
 MM0303
 MM0303  VERT ORDER      -  FIRST     CLASS II
 MM0303
 MM0303.The horizontal coordinates were determined by differentially corrected
 MM0303.hand held GPS observations or other comparable positioning techniques
 MM0303.and have an estimated accuracy of +/- 3 meters.
 MM0303
 MM0303.The orthometric height was determined by differential leveling and
 MM0303.adjusted by the NATIONAL GEODETIC SURVEY
 MM0303.in June 1994.
 MM0303
 MM0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0303.GEOID18 height accuracy estimate available here.
 MM0303
 MM0303.Click photographs - Photos may exist for this station.
 MM0303
 MM0303.The dynamic height is computed by dividing the NAVD 88
 MM0303.geopotential number by the normal gravity value computed on the
 MM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0303.degrees latitude (g = 980.6199 gals.).
 MM0303
 MM0303.The modeled gravity was interpolated from observed gravity values.
 MM0303
 MM0303;                    North         East    Units  Estimated Accuracy
 MM0303;SPC NE       -   145,001.1     435,850.7     MT  (+/- 3 meters HH1 GPS) 
 MM0303
 MM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5192455442(NAD 83)
 MM0303
 MM0303                          SUPERSEDED SURVEY CONTROL
 MM0303
 MM0303  NAVD 88 (06/15/91)  855.802  (m)         2807.74   (f) SUPERSEDED  1 2
 MM0303  NGVD 29 (02/14/92)  855.446  (m)         2806.58   (f) ADJUSTED    1 2
 MM0303
 MM0303.Superseded values are not recommended for survey control.
 MM0303
 MM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0303.See file dsdata.pdf to determine how the superseded data were derived.
 MM0303
 MM0303_MARKER: DV = VERTICAL CONTROL DISK
 MM0303_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0303_SP_SET: BUILDING
 MM0303_STAMPING: X 425 1986
 MM0303_MARK LOGO: NGS
 MM0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0303+STABILITY: POSITION/ELEVATION WELL
 MM0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0303+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2022
 MM0303
 MM0303  HISTORY     - Date     Condition        Report By
 MM0303  HISTORY     - 1986     MONUMENTED       NGS
 MM0303  HISTORY     - 19910821 GOOD             NGS
 MM0303  HISTORY     - 20071026 GOOD             GEOCAC
 MM0303  HISTORY     - 20130806 GOOD             GEOCAC
 MM0303  HISTORY     - 20220216 GOOD             WSRR
 MM0303
 MM0303                          STATION DESCRIPTION
 MM0303
 MM0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0303'IN NORTH PLATTE.
 MM0303'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
 MM0303'IN NORTH PLATTE, SET IN TOP OF AND 2-FEET EAST OF THE WEST END OF A
 MM0303'CONCRETE WINDOW SILL, IN THE SOUTH FACE OF AND 1.9 METERS (6.5 FT)
 MM0303'EAST OF THE SOUTHWEST CORNER OF THE NORTH WESTERN BELL TELEPHONE
 MM0303'BUILDING, AT THE NORTHEAST CORNER OF THE INTERSECTION OF 4TH STREET
 MM0303'AND VINE STREET, 8.2 METERS (27 FT) EAST OF THE EAST CURB OF VINE
 MM0303'STREET AND 5.0 METERS (16.5 FT) NORTH OF THE NORTH CURB OF 4TH STREET.
 MM0303
 MM0303                          STATION RECOVERY (1991)
 MM0303
 MM0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0303'IN NORTH PLATTE, AT THE INTERSECTION OF NORTH VINE AND WEST 4TH
 MM0303'STREETS, IN TOP OF AND 0.7 M (2.3 FT) EAST OF THE WEST END OF A
 MM0303'CONCRETE WINDOW SILL OF THE SOUTH FACE OF THE NORTHWESTERN BELL
 MM0303'TELEPHONE COMPANY, 15.0 M (49.2 FT) SOUTHEAST OF THE CENTERLINE OF
 MM0303'VINE STREET, 12.7 M (41.7 FT) NORTHEAST OF THE CENTERLINE OF 4TH
 MM0303'STREET, 1.9 M (6.2 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MM0303'BUILDING, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF 4TH STREET.
 MM0303
 MM0303                          STATION RECOVERY (2007)
 MM0303
 MM0303'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MM0303'RECOVERED IN GOOD CONDITION.
 MM0303
 MM0303                          STATION RECOVERY (2013)
 MM0303
 MM0303'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 MM0303'RECOVERED IN GOOD CONDITION.
 MM0303
 MM0303                          STATION RECOVERY (2022)
 MM0303
 MM0303'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 MM0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0349 ***********************************************************************
 MM0349  DESIGNATION -  X 426
 MM0349  PID         -  MM0349
 MM0349  STATE/COUNTY-  NE/LINCOLN
 MM0349  COUNTRY     -  US
 MM0349  USGS QUAD   -  MAXWELL (2017)
 MM0349
 MM0349                         *CURRENT SURVEY CONTROL
 MM0349  ______________________________________________________________________
 MM0349* NAD 83(1986) POSITION- 41 05 27.     (N) 100 33 58.     (W)   SCALED
 MM0349* NAVD 88 ORTHO HEIGHT -   831.491 (meters)     2727.98  (feet) ADJUSTED
 MM0349  ______________________________________________________________________
 MM0349  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 MM0349  DYNAMIC HEIGHT  -        830.995 (meters)     2726.36  (feet) COMP
 MM0349  MODELED GRAVITY -    979,999.1   (mgal)                       NAVD 88
 MM0349
 MM0349  VERT ORDER      -  FIRST     CLASS II
 MM0349
 MM0349.The horizontal coordinates were scaled from a map and have
 MM0349.an estimated accuracy of +/- 6 seconds.
 MM0349
 MM0349.The orthometric height was determined by differential leveling and
 MM0349.adjusted by the NATIONAL GEODETIC SURVEY
 MM0349.in June 1991.
 MM0349
 MM0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0349.GEOID18 height accuracy estimate available here.
 MM0349
 MM0349.Click photographs - Photos may exist for this station.
 MM0349
 MM0349.The dynamic height is computed by dividing the NAVD 88
 MM0349.geopotential number by the normal gravity value computed on the
 MM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0349.degrees latitude (g = 980.6199 gals.).
 MM0349
 MM0349.The modeled gravity was interpolated from observed gravity values.
 MM0349
 MM0349;                    North         East    Units  Estimated Accuracy
 MM0349;SPC NE       -   139,770.      452,450.      MT  (+/- 180 meters Scaled)
 MM0349
 MM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL684500(NAD 83)
 MM0349
 MM0349                          SUPERSEDED SURVEY CONTROL
 MM0349
 MM0349  NGVD 29 (02/14/92)  831.142  (m)         2726.84   (f) ADJUSTED    1 2
 MM0349
 MM0349.Superseded values are not recommended for survey control.
 MM0349
 MM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0349.See file dsdata.pdf to determine how the superseded data were derived.
 MM0349
 MM0349_MARKER: I = METAL ROD
 MM0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0349_STAMPING: X 426 1986
 MM0349_MARK LOGO: NGS
 MM0349_PROJECTION: FLUSH
 MM0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0349+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 MM0349_ROD/PIPE-DEPTH: 10.3 meters
 MM0349
 MM0349  HISTORY     - Date     Condition        Report By
 MM0349  HISTORY     - 1986     MONUMENTED       NGS
 MM0349  HISTORY     - 20130111 GOOD             INDIV
 MM0349
 MM0349                          STATION DESCRIPTION
 MM0349
 MM0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0349'4.3 KM (2.7 MI) NW FROM MAXWELL.
 MM0349'4.35 KM (2.73 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0349'AT MAXWELL, 12.2 METERS (40 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 MM0349'64.4 METERS (211.5 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 189,
 MM0349'23.9 METERS (78.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION
 MM0349'PACIFIC RAILROAD AND 1.7 METERS (5.5 FT) NORTHWEST OF RAILROAD
 MM0349'MILEPOLE 273.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MM0349'LOGO CAP.
 MM0349'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MM0349'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MM0349
 MM0349                          STATION RECOVERY (2013)
 MM0349
 MM0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 MM0349'FOUND IN GOOD CONDITION,NEW TIES 53.2 FT. NE TO SOUTH EDGE OF SOUTH
 MM0349'RAIL OF 3 SETS OF TRACKS, 5.20 FT. ESE TO RR SPIKE IN RAILROAD MILE
 MM0349'MARKER POLE 273, 84.7 FT. SE TO HWY 30 MILE MARKER 189 POST, SW 39.6
 MM0349'FT. CENTERLINE HWY 30, DEPTH IS 0.3 FT., WEST 0.8 FT. TO BOTTOM
 MM0349'CARSONITE WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1344 ***********************************************************************
 MJ1344  DESIGNATION -  X 428
 MJ1344  PID         -  MJ1344
 MJ1344  STATE/COUNTY-  NE/DOUGLAS
 MJ1344  COUNTRY     -  US
 MJ1344  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1344
 MJ1344                         *CURRENT SURVEY CONTROL
 MJ1344  ______________________________________________________________________
 MJ1344* NAD 83(1986) POSITION- 41 13 29.     (N) 095 58 13.     (W)   SCALED
 MJ1344* NAVD 88 ORTHO HEIGHT -   351.865 (meters)     1154.41  (feet) ADJUSTED
 MJ1344  ______________________________________________________________________
 MJ1344  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 MJ1344  DYNAMIC HEIGHT  -        351.717 (meters)     1153.92  (feet) COMP
 MJ1344  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 MJ1344
 MJ1344  VERT ORDER      -  FIRST     CLASS II
 MJ1344
 MJ1344.The horizontal coordinates were scaled from a map and have
 MJ1344.an estimated accuracy of +/- 6 seconds.
 MJ1344
 MJ1344.The orthometric height was determined by differential leveling and
 MJ1344.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1344.in June 1991.
 MJ1344
 MJ1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1344.GEOID18 height accuracy estimate available here.
 MJ1344
 MJ1344.Click photographs - Photos may exist for this station.
 MJ1344
 MJ1344.The dynamic height is computed by dividing the NAVD 88
 MJ1344.geopotential number by the normal gravity value computed on the
 MJ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1344.degrees latitude (g = 980.6199 gals.).
 MJ1344
 MJ1344.The modeled gravity was interpolated from observed gravity values.
 MJ1344
 MJ1344;                    North         East    Units  Estimated Accuracy
 MJ1344;SPC NE       -   162,350.      837,650.      MT  (+/- 180 meters Scaled)
 MJ1344
 MJ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF510679(NAD 83)
 MJ1344
 MJ1344                          SUPERSEDED SURVEY CONTROL
 MJ1344
 MJ1344.No superseded survey control is available for this station.
 MJ1344
 MJ1344_MARKER: I = METAL ROD
 MJ1344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1344_STAMPING: X 428 1989
 MJ1344_MARK LOGO: NGS
 MJ1344_PROJECTION: FLUSH
 MJ1344_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1344+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1344_ROD/PIPE-DEPTH: 15.9 meters
 MJ1344
 MJ1344  HISTORY     - Date     Condition        Report By
 MJ1344  HISTORY     - 1989     MONUMENTED       NGS
 MJ1344
 MJ1344                          STATION DESCRIPTION
 MJ1344
 MJ1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1344'3.0 KM (1.85 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 MJ1344'JUNCTION WITH 60TH STREET IN OMAHA, 4.4 M (14.4 FT) NORTH OF THE NEAR
 MJ1344'RAIL, 1.3 M (4.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 MJ1344'CONTROL BOX, 0.6 M (2.0 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT)
 MJ1344'BELOW THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) EAST OF A WITNESS
 MJ1344'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0543 ***********************************************************************
 NO0543  DESIGNATION -  X 431
 NO0543  PID         -  NO0543
 NO0543  STATE/COUNTY-  NE/CHERRY
 NO0543  COUNTRY     -  US
 NO0543  USGS QUAD   -  WINDMILL LAKE (2017)
 NO0543
 NO0543                         *CURRENT SURVEY CONTROL
 NO0543  ______________________________________________________________________
 NO0543* NAD 83(1986) POSITION- 42 30 05.     (N) 100 53 42.     (W)   SCALED
 NO0543* NAVD 88 ORTHO HEIGHT -   937.805 (meters)     3076.78  (feet) ADJUSTED
 NO0543  ______________________________________________________________________
 NO0543  GEOID HEIGHT    -        -20.761 (meters)                     GEOID18
 NO0543  DYNAMIC HEIGHT  -        937.370 (meters)     3075.35  (feet) COMP
 NO0543  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 NO0543
 NO0543  VERT ORDER      -  FIRST     CLASS II
 NO0543
 NO0543.The horizontal coordinates were scaled from a map and have
 NO0543.an estimated accuracy of +/- 6 seconds.
 NO0543
 NO0543.The orthometric height was determined by differential leveling and
 NO0543.adjusted by the NATIONAL GEODETIC SURVEY
 NO0543.in June 1994.
 NO0543
 NO0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0543.GEOID18 height accuracy estimate available here.
 NO0543
 NO0543.Click photographs - Photos may exist for this station.
 NO0543
 NO0543.The dynamic height is computed by dividing the NAVD 88
 NO0543.geopotential number by the normal gravity value computed on the
 NO0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0543.degrees latitude (g = 980.6199 gals.).
 NO0543
 NO0543.The modeled gravity was interpolated from observed gravity values.
 NO0543
 NO0543;                    North         East    Units  Estimated Accuracy
 NO0543;SPC NE       -   296,620.      426,450.      MT  (+/- 180 meters Scaled)
 NO0543
 NO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN442071(NAD 83)
 NO0543
 NO0543                          SUPERSEDED SURVEY CONTROL
 NO0543
 NO0543  NGVD 29 (02/14/92)  937.508  (m)         3075.81   (f) ADJUSTED    1 2
 NO0543
 NO0543.Superseded values are not recommended for survey control.
 NO0543
 NO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0543.See file dsdata.pdf to determine how the superseded data were derived.
 NO0543
 NO0543_MARKER: I = METAL ROD
 NO0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0543_STAMPING: X 431 1991
 NO0543_MARK LOGO: NGS
 NO0543_PROJECTION: FLUSH
 NO0543_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0543+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0543_ROD/PIPE-DEPTH: 15.2 meters
 NO0543
 NO0543  HISTORY     - Date     Condition        Report By
 NO0543  HISTORY     - 1991     MONUMENTED       NGS
 NO0543
 NO0543                          STATION DESCRIPTION
 NO0543
 NO0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0543'61.3 KM (38.10 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0543'OF STATE HIGHWAY 2 IN MULLEN, 15.7 M (51.5 FT) WEST OF THE HIGHWAY
 NO0543'CENTERLINE, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 NO0543'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 NO0543'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0543'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0562 ***********************************************************************
 NO0562  DESIGNATION -  X 432
 NO0562  PID         -  NO0562
 NO0562  STATE/COUNTY-  NE/CHERRY
 NO0562  COUNTRY     -  US
 NO0562  USGS QUAD   -  MULLEN NE (2017)
 NO0562
 NO0562                         *CURRENT SURVEY CONTROL
 NO0562  ______________________________________________________________________
 NO0562* NAD 83(1986) POSITION- 42 14 50.     (N) 101 01 55.     (W)   SCALED
 NO0562* NAVD 88 ORTHO HEIGHT -   985.521 (meters)     3233.33  (feet) ADJUSTED
 NO0562  ______________________________________________________________________
 NO0562  GEOID HEIGHT    -        -20.536 (meters)                     GEOID18
 NO0562  DYNAMIC HEIGHT  -        985.016 (meters)     3231.67  (feet) COMP
 NO0562  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 NO0562
 NO0562  VERT ORDER      -  FIRST     CLASS II
 NO0562
 NO0562.The horizontal coordinates were scaled from a map and have
 NO0562.an estimated accuracy of +/- 6 seconds.
 NO0562
 NO0562.The orthometric height was determined by differential leveling and
 NO0562.adjusted by the NATIONAL GEODETIC SURVEY
 NO0562.in June 1994.
 NO0562
 NO0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0562.GEOID18 height accuracy estimate available here.
 NO0562
 NO0562.Click photographs - Photos may exist for this station.
 NO0562
 NO0562.The dynamic height is computed by dividing the NAVD 88
 NO0562.geopotential number by the normal gravity value computed on the
 NO0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0562.degrees latitude (g = 980.6199 gals.).
 NO0562
 NO0562.The modeled gravity was interpolated from observed gravity values.
 NO0562
 NO0562;                    North         East    Units  Estimated Accuracy
 NO0562;SPC NE       -   268,520.      414,860.      MT  (+/- 180 meters Scaled)
 NO0562
 NO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM323792(NAD 83)
 NO0562
 NO0562                          SUPERSEDED SURVEY CONTROL
 NO0562
 NO0562  NGVD 29 (02/14/92)  985.196  (m)         3232.26   (f) ADJUSTED    1 2
 NO0562
 NO0562.Superseded values are not recommended for survey control.
 NO0562
 NO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0562.See file dsdata.pdf to determine how the superseded data were derived.
 NO0562
 NO0562_MARKER: I = METAL ROD
 NO0562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0562_STAMPING: X 432 1991
 NO0562_MARK LOGO: NGS
 NO0562_PROJECTION: FLUSH
 NO0562_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0562+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0562_ROD/PIPE-DEPTH: 12.1 meters
 NO0562
 NO0562  HISTORY     - Date     Condition        Report By
 NO0562  HISTORY     - 1991     MONUMENTED       NGS
 NO0562
 NO0562                          STATION DESCRIPTION
 NO0562
 NO0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0562'23.5 KM (14.60 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0562'OF STATE HIGHWAY 2 IN MULLEN, 66.3 M (217.5 FT) WEST OF THE HIGHWAY
 NO0562'CENTERLINE, 40.5 M (132.9 FT) WEST OF A FENCE CORNER, 26.3 M (86.3
 NO0562'FT) EAST OF A FIELD ENTRANCE, 11.4 M (37.4 FT) NORTH OF THE CENTER OF
 NO0562'A PAVED ROAD, 2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3
 NO0562'M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0562'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0524 ***********************************************************************
 MM0524  DESIGNATION -  X 433
 MM0524  PID         -  MM0524
 MM0524  STATE/COUNTY-  NE/HOOKER
 MM0524  COUNTRY     -  US
 MM0524  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0524
 MM0524                         *CURRENT SURVEY CONTROL
 MM0524  ______________________________________________________________________
 MM0524* NAD 83(1986) POSITION- 41 49 39.     (N) 101 02 09.     (W)   SCALED
 MM0524* NAVD 88 ORTHO HEIGHT -  1011.890 (meters)     3319.84  (feet) ADJUSTED
 MM0524  ______________________________________________________________________
 MM0524  GEOID HEIGHT    -        -20.831 (meters)                     GEOID18
 MM0524  DYNAMIC HEIGHT  -       1011.338 (meters)     3318.03  (feet) COMP
 MM0524  MODELED GRAVITY -    980,042.1   (mgal)                       NAVD 88
 MM0524
 MM0524  VERT ORDER      -  FIRST     CLASS II
 MM0524
 MM0524.The horizontal coordinates were scaled from a map and have
 MM0524.an estimated accuracy of +/- 6 seconds.
 MM0524
 MM0524.The orthometric height was determined by differential leveling and
 MM0524.adjusted by the NATIONAL GEODETIC SURVEY
 MM0524.in June 1994.
 MM0524
 MM0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0524.GEOID18 height accuracy estimate available here.
 MM0524
 MM0524.Click photographs - Photos may exist for this station.
 MM0524
 MM0524.The dynamic height is computed by dividing the NAVD 88
 MM0524.geopotential number by the normal gravity value computed on the
 MM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0524.degrees latitude (g = 980.6199 gals.).
 MM0524
 MM0524.The modeled gravity was interpolated from observed gravity values.
 MM0524
 MM0524;                    North         East    Units  Estimated Accuracy
 MM0524;SPC NE       -   221,920.      413,980.      MT  (+/- 180 meters Scaled)
 MM0524
 MM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM309326(NAD 83)
 MM0524
 MM0524                          SUPERSEDED SURVEY CONTROL
 MM0524
 MM0524  NGVD 29 (02/14/92) 1011.562  (m)         3318.77   (f) ADJUSTED    1 2
 MM0524
 MM0524.Superseded values are not recommended for survey control.
 MM0524
 MM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0524.See file dsdata.pdf to determine how the superseded data were derived.
 MM0524
 MM0524_MARKER: I = METAL ROD
 MM0524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0524_STAMPING: X 433 1991
 MM0524_MARK LOGO: NGS
 MM0524_PROJECTION: FLUSH
 MM0524_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0524+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0524_ROD/PIPE-DEPTH: 22.7 meters
 MM0524
 MM0524  HISTORY     - Date     Condition        Report By
 MM0524  HISTORY     - 1991     MONUMENTED       NGS
 MM0524
 MM0524                          STATION DESCRIPTION
 MM0524
 MM0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0524'24.6 KM (15.30 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0524'OF STATE HIGHWAY 2 IN MULLEN, 29.0 M (95.1 FT) WEST OF AND LEVEL WITH
 MM0524'THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT) NORTH OF THE CENTER OF A
 MM0524'FIELD ENTRANCE, 13.6 M (44.6 FT) SOUTH OF A T-FENCE CORNER, AND 0.3 M
 MM0524'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0524'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1433 ***********************************************************************
 LH1433  DESIGNATION -  X 434
 LH1433  PID         -  LH1433
 LH1433  STATE/COUNTY-  NE/DAWSON
 LH1433  COUNTRY     -  US
 LH1433  USGS QUAD   -  OVERTON (2017)
 LH1433
 LH1433                         *CURRENT SURVEY CONTROL
 LH1433  ______________________________________________________________________
 LH1433* NAD 83(1986) POSITION- 40 44 05.     (N) 099 30 43.     (W)   SCALED
 LH1433* NAVD 88 ORTHO HEIGHT -   703.286 (meters)     2307.36  (feet) ADJUSTED
 LH1433  ______________________________________________________________________
 LH1433  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 LH1433  DYNAMIC HEIGHT  -        702.869 (meters)     2306.00  (feet) COMP
 LH1433  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 LH1433
 LH1433  VERT ORDER      -  FIRST     CLASS II
 LH1433
 LH1433.The horizontal coordinates were scaled from a map and have
 LH1433.an estimated accuracy of +/- 6 seconds.
 LH1433
 LH1433.The orthometric height was determined by differential leveling and
 LH1433.adjusted by the NATIONAL GEODETIC SURVEY
 LH1433.in May 1993.
 LH1433
 LH1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1433.GEOID18 height accuracy estimate available here.
 LH1433
 LH1433.Click photographs - Photos may exist for this station.
 LH1433
 LH1433.The dynamic height is computed by dividing the NAVD 88
 LH1433.geopotential number by the normal gravity value computed on the
 LH1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1433.degrees latitude (g = 980.6199 gals.).
 LH1433
 LH1433.The modeled gravity was interpolated from observed gravity values.
 LH1433
 LH1433;                    North         East    Units  Estimated Accuracy
 LH1433;SPC NE       -   100,200.      541,220.      MT  (+/- 180 meters Scaled)
 LH1433
 LH1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML567094(NAD 83)
 LH1433
 LH1433                          SUPERSEDED SURVEY CONTROL
 LH1433
 LH1433  NGVD 29 (02/14/92)  703.018  (m)         2306.48   (f) ADJUSTED    1 2
 LH1433
 LH1433.Superseded values are not recommended for survey control.
 LH1433
 LH1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1433.See file dsdata.pdf to determine how the superseded data were derived.
 LH1433
 LH1433_MARKER: I = METAL ROD
 LH1433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1433_STAMPING: X 434 1991
 LH1433_MARK LOGO: NGS
 LH1433_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1433_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1433+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1433_ROD/PIPE-DEPTH: 13.2 meters
 LH1433
 LH1433  HISTORY     - Date     Condition        Report By
 LH1433  HISTORY     - 1991     MONUMENTED       NGS
 LH1433
 LH1433                          STATION DESCRIPTION
 LH1433
 LH1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1433'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1433'OF U.S. HIGHWAY 183 IN ELM CREEK, 28.1 M (92.2 FT) SOUTH OF THE
 LH1433'CENTERLINE OF THE HIGHWAY, 27.3 M (89.6 FT) EAST OF THE CENTER OF A
 LH1433'FARM ENTRANCE ROAD, 13.9 M (45.6 FT) NORTH OF THE NEAR RAIL OF THE
 LH1433'UNION PACIFIC RAILROAD, 1.7 M (5.6 FT) NORTHWEST OF A UTILITY POLE
 LH1433'WITH 2 GUY CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 LH1433'0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LH1433'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1501 ***********************************************************************
 LH1501  DESIGNATION -  X 436
 LH1501  PID         -  LH1501
 LH1501  STATE/COUNTY-  NE/CLAY
 LH1501  COUNTRY     -  US
 LH1501  USGS QUAD   -  HARVARD (2017)
 LH1501
 LH1501                         *CURRENT SURVEY CONTROL
 LH1501  ______________________________________________________________________
 LH1501* NAD 83(1986) POSITION- 40 35 24.7    (N) 098 04 14.9    (W)   HD_HELD2
 LH1501* NAVD 88 ORTHO HEIGHT -   542.965 (meters)     1781.38  (feet) ADJUSTED
 LH1501  ______________________________________________________________________
 LH1501  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 LH1501  DYNAMIC HEIGHT  -        542.662 (meters)     1780.38  (feet) COMP
 LH1501  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 LH1501
 LH1501  VERT ORDER      -  FIRST     CLASS II
 LH1501
 LH1501.The horizontal coordinates were established by autonomous hand held GPS
 LH1501.observations and have an estimated accuracy of +/- 10 meters.
 LH1501
 LH1501.The orthometric height was determined by differential leveling and
 LH1501.adjusted by the NATIONAL GEODETIC SURVEY
 LH1501.in May 1993.
 LH1501
 LH1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1501.GEOID18 height accuracy estimate available here.
 LH1501
 LH1501.Click photographs - Photos may exist for this station.
 LH1501
 LH1501.The dynamic height is computed by dividing the NAVD 88
 LH1501.geopotential number by the normal gravity value computed on the
 LH1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1501.degrees latitude (g = 980.6199 gals.).
 LH1501
 LH1501.The modeled gravity was interpolated from observed gravity values.
 LH1501
 LH1501;                    North         East    Units  Estimated Accuracy
 LH1501;SPC NE       -    85,856.      663,266.      MT  (+/- 10 meters HH2 GPS)
 LH1501
 LH1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7862993681(NAD 83)
 LH1501
 LH1501                          SUPERSEDED SURVEY CONTROL
 LH1501
 LH1501.No superseded survey control is available for this station.
 LH1501
 LH1501_MARKER: F = FLANGE-ENCASED ROD
 LH1501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1501_STAMPING: X 436 1991
 LH1501_MARK LOGO: NGS
 LH1501_PROJECTION: PROJECTING 1 CENTIMETERS
 LH1501_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1501+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LH1501_ROD/PIPE-DEPTH: 8.4 meters
 LH1501_SLEEVE-DEPTH  : 0.9 meters
 LH1501
 LH1501  HISTORY     - Date     Condition        Report By
 LH1501  HISTORY     - 1991     MONUMENTED       NGS
 LH1501  HISTORY     - 20080408 GOOD             JCLS
 LH1501
 LH1501                          STATION DESCRIPTION
 LH1501
 LH1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1501'28.7 KM (17.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1501'OF U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.8 KM (0.50 MI) NORTHERLY
 LH1501'ALONG A GRAVELED ROAD, 10.0 M (32.8 FT) WEST OF AND LEVEL WITH THE
 LH1501'ROAD CENTER, 5.5 M (18.0 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 LH1501'1.4 M (4.6 FT) SOUTH OF THE CENTER OF A HIGH LINE CROSSING, AND 0.2 M
 LH1501'(0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1501'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LH1501'SPECIFICATIONS FOR A CLASS A MARK.
 LH1501
 LH1501                          STATION RECOVERY (2008)
 LH1501
 LH1501'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 LH1501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1283 ***********************************************************************
 LG1283  DESIGNATION -  X 437
 LG1283  PID         -  LG1283
 LG1283  STATE/COUNTY-  NE/SALINE
 LG1283  COUNTRY     -  US
 LG1283  USGS QUAD   -  FRIEND (2017)
 LG1283
 LG1283                         *CURRENT SURVEY CONTROL
 LG1283  ______________________________________________________________________
 LG1283* NAD 83(1986) POSITION- 40 39 17.44   (N) 097 15 15.95   (W)   HD_HELD1
 LG1283* NAVD 88 ORTHO HEIGHT -   472.507 (meters)     1550.22  (feet) ADJUSTED
 LG1283  ______________________________________________________________________
 LG1283  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 LG1283  DYNAMIC HEIGHT  -        472.247 (meters)     1549.36  (feet) COMP
 LG1283  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LG1283
 LG1283  VERT ORDER      -  FIRST     CLASS II
 LG1283
 LG1283.The horizontal coordinates were determined by differentially corrected
 LG1283.hand held GPS observations or other comparable positioning techniques
 LG1283.and have an estimated accuracy of +/- 3 meters.
 LG1283
 LG1283.The orthometric height was determined by differential leveling and
 LG1283.adjusted by the NATIONAL GEODETIC SURVEY
 LG1283.in May 1993.
 LG1283
 LG1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1283.GEOID18 height accuracy estimate available here.
 LG1283
 LG1283.Click photographs - Photos may exist for this station.
 LG1283
 LG1283.The dynamic height is computed by dividing the NAVD 88
 LG1283.geopotential number by the normal gravity value computed on the
 LG1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1283.degrees latitude (g = 980.6199 gals.).
 LG1283
 LG1283.The modeled gravity was interpolated from observed gravity values.
 LG1283
 LG1283;                    North         East    Units  Estimated Accuracy
 LG1283;SPC NE       -    94,897.2     732,106.9     MT  (+/- 3 meters HH1 GPS) 
 LG1283
 LG1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4757101907(NAD 83)
 LG1283
 LG1283                          SUPERSEDED SURVEY CONTROL
 LG1283
 LG1283.No superseded survey control is available for this station.
 LG1283
 LG1283_MARKER: I = METAL ROD
 LG1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1283_STAMPING: X 437 1991
 LG1283_MARK LOGO: NGS
 LG1283_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1283_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1283+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1283_ROD/PIPE-DEPTH: 11.0 meters
 LG1283
 LG1283  HISTORY     - Date     Condition        Report By
 LG1283  HISTORY     - 1991     MONUMENTED       NGS
 LG1283
 LG1283                          STATION DESCRIPTION
 LG1283
 LG1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1283'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1283'IN CRETE, THENCE 7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG1283'25.1 M (82.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.0 M (39.4
 LG1283'FT) EAST OF THE CENTER OF COUNTY ROAD 700, 2.0 M (6.6 FT) BELOW THE
 LG1283'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) EAST OF A RIGHT-OF-WAY MARKER,
 LG1283'0.7 M (2.3 FT) NORTHEAST OF A SIGN (700 AND D), AND 0.4 M (1.3 FT)
 LG1283'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LG1283'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1322 ***********************************************************************
 LG1322  DESIGNATION -  X 438
 LG1322  PID         -  LG1322
 LG1322  STATE/COUNTY-  NE/LANCASTER
 LG1322  COUNTRY     -  US
 LG1322  USGS QUAD   -  LINCOLN (2017)
 LG1322
 LG1322                         *CURRENT SURVEY CONTROL
 LG1322  ______________________________________________________________________
 LG1322* NAD 83(1986) POSITION- 40 45 41.8    (N) 096 39 34.6    (W)   HD_HELD2
 LG1322* NAVD 88 ORTHO HEIGHT -   370.250 (meters)     1214.73  (feet) ADJUSTED
 LG1322  ______________________________________________________________________
 LG1322  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 LG1322  DYNAMIC HEIGHT  -        370.090 (meters)     1214.20  (feet) COMP
 LG1322  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 LG1322
 LG1322  VERT ORDER      -  FIRST     CLASS II
 LG1322
 LG1322.The horizontal coordinates were established by autonomous hand held GPS
 LG1322.observations and have an estimated accuracy of +/- 10 meters.
 LG1322
 LG1322.The orthometric height was determined by differential leveling and
 LG1322.adjusted by the NATIONAL GEODETIC SURVEY
 LG1322.in May 1993.
 LG1322
 LG1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1322.GEOID18 height accuracy estimate available here.
 LG1322
 LG1322.Click photographs - Photos may exist for this station.
 LG1322
 LG1322.The dynamic height is computed by dividing the NAVD 88
 LG1322.geopotential number by the normal gravity value computed on the
 LG1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1322.degrees latitude (g = 980.6199 gals.).
 LG1322
 LG1322.The modeled gravity was interpolated from observed gravity values.
 LG1322
 LG1322;                    North         East    Units  Estimated Accuracy
 LG1322;SPC NE       -   108,512.      781,912.      MT  (+/- 10 meters HH2 GPS)
 LG1322
 LG1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9754514929(NAD 83)
 LG1322
 LG1322                          SUPERSEDED SURVEY CONTROL
 LG1322
 LG1322.No superseded survey control is available for this station.
 LG1322
 LG1322_MARKER: F = FLANGE-ENCASED ROD
 LG1322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1322_STAMPING: X 438 1991
 LG1322_MARK LOGO: NGS
 LG1322_PROJECTION: FLUSH
 LG1322_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1322+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1322_ROD/PIPE-DEPTH: 11.6 meters
 LG1322
 LG1322  HISTORY     - Date     Condition        Report By
 LG1322  HISTORY     - 1991     MONUMENTED       NGS
 LG1322  HISTORY     - 20040804 GOOD             USPSQD
 LG1322  HISTORY     - 20050730 GOOD             GEOCAC
 LG1322
 LG1322                          STATION DESCRIPTION
 LG1322
 LG1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1322'3.9 KM (2.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1322'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 45.8 M (150.3 FT)
 LG1322'NORTH OF THE CENTERLINE OF THE HIGHWAY, 28.3 M (92.8 FT) SOUTHEAST OF
 LG1322'A RIGHT-OF-WAY POST, 5.2 M (17.1 FT) NORTH OF THE CENTER OF A
 LG1322'SIDEWALK, 3.1 M (10.2 FT) EAST-NORTHEAST OF THE SOUTHWEST LEG OF A
 LG1322'HIGH LINE TOWER, 2.5 M (8.2 FT) WEST-NORTHWEST OF A WITNESS POST, AND
 LG1322'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 LG1322'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1322
 LG1322                          STATION RECOVERY (2004)
 LG1322
 LG1322'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1322'MARK FOUND GOOD.  THE 1991 DESCRIPTION IS ACCURATE, EXCEPT SOUTH 14TH
 LG1322'STREET IS NO LONGER U.S. HIGHWAY 77. THE MARK IS LOCATED BETWEEN 40TH
 LG1322'AND 48TH STREETS AND IS BENEATH A 4-LEGGED HIGH LINE TOWER, 1/2 WAY
 LG1322'BETWEEN THE SOUTHEAST AND SOUTHWEST LEGS OF THE HIGH LINE TOWER.
 LG1322
 LG1322                          STATION RECOVERY (2005)
 LG1322
 LG1322'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1347 ***********************************************************************
 LG1347  DESIGNATION -  X 439
 LG1347  PID         -  LG1347
 LG1347  STATE/COUNTY-  NE/OTOE
 LG1347  COUNTRY     -  US
 LG1347  USGS QUAD   -  DUNBAR (2017)
 LG1347
 LG1347                         *CURRENT SURVEY CONTROL
 LG1347  ______________________________________________________________________
 LG1347* NAD 83(1986) POSITION- 40 40 05.     (N) 096 07 22.     (W)   SCALED
 LG1347* NAVD 88 ORTHO HEIGHT -   366.277 (meters)     1201.69  (feet) ADJUSTED
 LG1347  ______________________________________________________________________
 LG1347  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 LG1347  DYNAMIC HEIGHT  -        366.090 (meters)     1201.08  (feet) COMP
 LG1347  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LG1347
 LG1347  VERT ORDER      -  FIRST     CLASS II
 LG1347
 LG1347.The horizontal coordinates were scaled from a map and have
 LG1347.an estimated accuracy of +/- 6 seconds.
 LG1347
 LG1347.The orthometric height was determined by differential leveling and
 LG1347.adjusted by the NATIONAL GEODETIC SURVEY
 LG1347.in May 1993.
 LG1347
 LG1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1347.GEOID18 height accuracy estimate available here.
 LG1347
 LG1347.Click photographs - Photos may exist for this station.
 LG1347
 LG1347.The dynamic height is computed by dividing the NAVD 88
 LG1347.geopotential number by the normal gravity value computed on the
 LG1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1347.degrees latitude (g = 980.6199 gals.).
 LG1347
 LG1347.The modeled gravity was interpolated from observed gravity values.
 LG1347
 LG1347;                    North         East    Units  Estimated Accuracy
 LG1347;SPC NE       -   100,030.      827,660.      MT  (+/- 180 meters Scaled)
 LG1347
 LG1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432058(NAD 83)
 LG1347
 LG1347                          SUPERSEDED SURVEY CONTROL
 LG1347
 LG1347.No superseded survey control is available for this station.
 LG1347
 LG1347_MARKER: F = FLANGE-ENCASED ROD
 LG1347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1347_STAMPING: X 439 1991
 LG1347_MARK LOGO: NGS
 LG1347_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1347+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1347_ROD/PIPE-DEPTH: 4.0 meters
 LG1347
 LG1347  HISTORY     - Date     Condition        Report By
 LG1347  HISTORY     - 1991     MONUMENTED       NGS
 LG1347  HISTORY     - 19970930 GOOD             NEDR
 LG1347  HISTORY     - 20190630 MARK NOT FOUND   JORSUR
 LG1347
 LG1347                          STATION DESCRIPTION
 LG1347
 LG1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1347'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1347'STATE HIGHWAY 50 IN SYRACUSE, 70.0 M (229.7 FT) WEST OF THE CENTER OF
 LG1347'A GRAVELED ROAD, 24.6 M (80.7 FT) SOUTH OF THE CENTERLINE OF THE
 LG1347'HIGHWAY, 9.9 M (32.5 FT) WEST OF A UTILITY POLE, 1.4 M (4.6 FT) BELOW
 LG1347'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
 LG1347'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1347
 LG1347                          STATION RECOVERY (1997)
 LG1347
 LG1347'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG1347'RECOVERED IN GOOD CONDITION BUT HAD TO BE MOVED BECAUSE OF ROAD
 LG1347'CONSTRUCTION.
 LG1347
 LG1347                          STATION RECOVERY (2019)
 LG1347
 LG1347'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 LG1347'USING AG9622 AS A BASIS OF ELEVATION, SEARCHED THE SIDE HILL ALONG THE
 LG1347'SOUTH SIDE OF HIGHWAY 2 AT THE APPROXIMATE ELEVATION FOR THE POINT.
 LG1347'THE POWER POLE HAS BEEN MOVED AND MARK WITH DATUM CAP WERE NOT FOUND.
 LG1347'THE 1997 RECOVERY SHOWS THAT THE MARK WAS MOVED DUE TO ROAD
 LG1347'CONSTRUCTION.  SEE X 349 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9622 ***********************************************************************
 AG9622  DESIGNATION -  X 439 RESET
 AG9622  PID         -  AG9622
 AG9622  STATE/COUNTY-  NE/OTOE
 AG9622  COUNTRY     -  US
 AG9622  USGS QUAD   -  DUNBAR (2017)
 AG9622
 AG9622                         *CURRENT SURVEY CONTROL
 AG9622  ______________________________________________________________________
 AG9622* NAD 83(1986) POSITION- 40 40 04.8    (N) 096 07 20.4    (W)   HD_HELD2
 AG9622* NAVD 88 ORTHO HEIGHT -   364.05  (meters)     1194.4   (feet) RESET
 AG9622  ______________________________________________________________________
 AG9622  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 AG9622  VERT ORDER      -  THIRD
 AG9622
 AG9622.The horizontal coordinates were established by autonomous hand held GPS
 AG9622.observations and have an estimated accuracy of +/- 10 meters.
 AG9622
 AG9622.The orthometric height was computed from unverified reset data.
 AG9622
 AG9622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9622.GEOID18 height accuracy estimate available here.
 AG9622
 AG9622.Click photographs - Photos may exist for this station.
 AG9622
 AG9622;                    North         East    Units  Estimated Accuracy
 AG9622;SPC NE       -   100,022.      827,693.      MT  (+/- 10 meters HH2 GPS)
 AG9622
 AG9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4324205885(NAD 83)
 AG9622
 AG9622                          SUPERSEDED SURVEY CONTROL
 AG9622
 AG9622.No superseded survey control is available for this station.
 AG9622
 AG9622_MARKER: DV = VERTICAL CONTROL DISK
 AG9622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9622_STAMPING: X 439 RESET 1997
 AG9622_MARK LOGO: NGS
 AG9622_PROJECTION: FLUSH
 AG9622_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9622+STABILITY: SURFACE MOTION
 AG9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9622+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2019
 AG9622
 AG9622  HISTORY     - Date     Condition        Report By
 AG9622  HISTORY     - 1997     MONUMENTED       NEDR
 AG9622  HISTORY     - 20190629 GOOD             JORSUR
 AG9622
 AG9622                          STATION DESCRIPTION
 AG9622
 AG9622'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AG9622'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 50, AT SYRACUSE, GO
 AG9622'EAST ON HIGHWAY 2 FOR 3.0 MI (4.8 KM) TO A COUNTY CROSSROAD AND THE
 AG9622'MARK ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION, ON
 AG9622'HIGHWAY RIGHT-OF-WAY AND IN THE NE CORNER OF SEC13, T8N, R11E.  THE
 AG9622'DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS NEAR FLUSH
 AG9622'WITH THE GROUND AND IT IS 142 FT (43.3 M) SOUTH OF THE CENTER OF THE
 AG9622'HIGHWAY MEDIAN, 31.1 M (102.0 FT) WEST OF THE CENTERLINE OF COUNTY
 AG9622'ROAD 36, 19.97 M (65.52 FT) SOUTHWEST OF THE CENTER OF THE TOP OF A
 AG9622'CORRUGATED METAL PIPE CULVERT UNDER THE COUNTY ROAD, 17.80 M (58.40
 AG9622'FT) SOUTH-SOUTHEAST OF THE CENTER OF THE TOP OF A CONCRETE CULVERT
 AG9622'UNDER THE HIGHWAY, 1.02 M (3.35 FT) SOUTH OF THE BOTTOM FACE OF A
 AG9622'UTILITY POLE AND 0.62 M (2.03 FT) WEST OF A WITNESS POST.  A MAGNET
 AG9622'WAS PLACED INTO THE MARK.
 AG9622
 AG9622                          STATION RECOVERY (2019)
 AG9622
 AG9622'RECOVERY NOTE BY JORGENSEN SURVEYING 2019 (BAJ)
 AG9622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1393 ***********************************************************************
 LG1393  DESIGNATION -  X 440
 LG1393  PID         -  LG1393
 LG1393  STATE/COUNTY-  NE/LANCASTER
 LG1393  COUNTRY     -  US
 LG1393  USGS QUAD   -  BENNET (2017)
 LG1393
 LG1393                         *CURRENT SURVEY CONTROL
 LG1393  ______________________________________________________________________
 LG1393* NAD 83(1986) POSITION- 40 44 45.     (N) 096 36 22.     (W)   SCALED
 LG1393* NAVD 88 ORTHO HEIGHT -   426.451 (meters)     1399.11  (feet) ADJUSTED
 LG1393  ______________________________________________________________________
 LG1393  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 LG1393  DYNAMIC HEIGHT  -        426.267 (meters)     1398.51  (feet) COMP
 LG1393  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 LG1393
 LG1393  VERT ORDER      -  FIRST     CLASS II
 LG1393
 LG1393.The horizontal coordinates were scaled from a map and have
 LG1393.an estimated accuracy of +/- 6 seconds.
 LG1393
 LG1393.The orthometric height was determined by differential leveling and
 LG1393.adjusted by the NATIONAL GEODETIC SURVEY
 LG1393.in May 1993.
 LG1393
 LG1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1393.GEOID18 height accuracy estimate available here.
 LG1393
 LG1393.Click photographs - Photos may exist for this station.
 LG1393
 LG1393.The dynamic height is computed by dividing the NAVD 88
 LG1393.geopotential number by the normal gravity value computed on the
 LG1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1393.degrees latitude (g = 980.6199 gals.).
 LG1393
 LG1393.The modeled gravity was interpolated from observed gravity values.
 LG1393
 LG1393;                    North         East    Units  Estimated Accuracy
 LG1393;SPC NE       -   106,940.      786,490.      MT  (+/- 180 meters Scaled)
 LG1393
 LG1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL021132(NAD 83)
 LG1393
 LG1393                          SUPERSEDED SURVEY CONTROL
 LG1393
 LG1393.No superseded survey control is available for this station.
 LG1393
 LG1393_MARKER: I = METAL ROD
 LG1393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1393_STAMPING: X 440 1992
 LG1393_MARK LOGO: NGS
 LG1393_PROJECTION: FLUSH
 LG1393_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1393+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 LG1393_ROD/PIPE-DEPTH: 5.5 meters
 LG1393
 LG1393  HISTORY     - Date     Condition        Report By
 LG1393  HISTORY     - 1992     MONUMENTED       NGS
 LG1393  HISTORY     - 20090515 GOOD             NEDR
 LG1393  HISTORY     - 20120524 GOOD             INDIV
 LG1393
 LG1393                          STATION DESCRIPTION
 LG1393
 LG1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1393'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1393'OFFICE IN LINCOLN, THENCE 7.6 KM (4.70 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1393'STREET, 20.9 M (68.6 FT) SOUTH OF THE CENTER OF HORSESHOE DRIVE, 15.1
 LG1393'M (49.5 FT) WEST OF THE CENTER OF THE STREET CENTER, 1.3 M (4.3 FT)
 LG1393'NORTH OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND
 LG1393'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET. NOTE--ACCESS TO THE
 LG1393'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1393
 LG1393                          STATION RECOVERY (2009)
 LG1393
 LG1393'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (DE)
 LG1393'RECOVERED IN GOOD CONDITION.
 LG1393
 LG1393                          STATION RECOVERY (2012)
 LG1393
 LG1393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 LG1393'FOUND MARK 1.0 FT. WEST OF NEW SIDEWALK, AND 0.7 FT. BELOW THE
 LG1393'SURFACE, PINE TREES WE'RE REMOVED AND IS NOW GPSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9076 ***********************************************************************
 DG9076  DESIGNATION -  X 440 RESET
 DG9076  PID         -  DG9076
 DG9076  STATE/COUNTY-  NE/LANCASTER
 DG9076  COUNTRY     -  US
 DG9076  USGS QUAD   -  BENNET (2017)
 DG9076
 DG9076                         *CURRENT SURVEY CONTROL
 DG9076  ______________________________________________________________________
 DG9076* NAD 83(1986) POSITION- 40 44 45.     (N) 096 36 22.     (W)   SCALED
 DG9076* NAVD 88 ORTHO HEIGHT -   424.20  (meters)     1391.7   (feet) RESET
 DG9076  ______________________________________________________________________
 DG9076  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 DG9076  VERT ORDER      -  THIRD
 DG9076
 DG9076.The horizontal coordinates were scaled from a map and have
 DG9076.an estimated accuracy of +/- 6 seconds.
 DG9076
 DG9076.The orthometric height was computed from unverified reset data.
 DG9076
 DG9076.No vertical observational check was made to the station.
 DG9076
 DG9076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9076.GEOID18 height accuracy estimate available here.
 DG9076
 DG9076.Click photographs - Photos may exist for this station.
 DG9076
 DG9076;                    North         East    Units  Estimated Accuracy
 DG9076;SPC NE       -   106,940.      786,490.      MT  (+/- 180 meters Scaled)
 DG9076
 DG9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL021132(NAD 83)
 DG9076
 DG9076                          SUPERSEDED SURVEY CONTROL
 DG9076
 DG9076.No superseded survey control is available for this station.
 DG9076
 DG9076_MARKER: DV = VERTICAL CONTROL DISK
 DG9076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9076_STAMPING: X 440 RESET 2004
 DG9076_MARK LOGO: NGS
 DG9076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9076+STABILITY: SURFACE MOTION
 DG9076
 DG9076  HISTORY     - Date     Condition        Report By
 DG9076  HISTORY     - 2004     MONUMENTED       NEDR
 DG9076
 DG9076                          STATION DESCRIPTION
 DG9076
 DG9076'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9076'NEAREST TOWN LINCOLN.  FROM 84TH AND PINE LAKE ROAD GO NORTH ON 84TH
 DG9076'STREET APPROXIMATELY 0.2 MILE (0.3 KM) TO PINE LAKE GOLF COURSE
 DG9076'ENTRANCE (WEST) , GO WEST APPROXIMATELY 0.1 MILE (0.2 KM) TO CLUB
 DG9076'HOUSE PARKING LOT TO BM WHICH IS 117 FEET (35.7 M) EAST SOUTHEAST OF
 DG9076'SOUTHEAST CORNER OF CLUB HOUSE.  211.6 FEET (64.5 M) NORTH OF
 DG9076'CENTERLINE OF GOLF COURSE ENTRANCE ROAD.  59.30 FEET (18.07 M) EAST TO
 DG9076'PROPERTY CORNER (5/8 INCH REBAR) .  4.95 FEET (1.51 M) SOUTH TO E-W
 DG9076'WOODEN FENCE WITH FIBERGLASS WITNESS SIGN.  200.60 FEET (61.14 M) WEST
 DG9076'TO SOUTHEAST LEG OF PINE LAKE WATER TANK.  116.73 FEET (35.58 M) WEST
 DG9076'NORTHWEST TO SOUTHEAST CORNER OF PINE LAKE GOLF COURSE CLUB HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2459 ***********************************************************************
 AI2459  DESIGNATION -  X 441
 AI2459  PID         -  AI2459
 AI2459  STATE/COUNTY-  NE/PIERCE
 AI2459  COUNTRY     -  US
 AI2459  USGS QUAD   -  PIERCE NW (2017)
 AI2459
 AI2459                         *CURRENT SURVEY CONTROL
 AI2459  ______________________________________________________________________
 AI2459* NAD 83(1986) POSITION- 42 12 23.54   (N) 097 41 56.06   (W)   HD_HELD1
 AI2459* NAVD 88 ORTHO HEIGHT -   525.966 (meters)     1725.61  (feet) ADJUSTED
 AI2459  ______________________________________________________________________
 AI2459  GEOID HEIGHT    -        -24.846 (meters)                     GEOID18
 AI2459  DYNAMIC HEIGHT  -        525.766 (meters)     1724.95  (feet) COMP
 AI2459  MODELED GRAVITY -    980,223.7   (mgal)                       NAVD 88
 AI2459
 AI2459  VERT ORDER      -  SECOND    CLASS I
 AI2459
 AI2459.The horizontal coordinates were determined by differentially corrected
 AI2459.hand held GPS observations or other comparable positioning techniques
 AI2459.and have an estimated accuracy of +/- 3 meters.
 AI2459
 AI2459.The orthometric height was determined by differential leveling and
 AI2459.adjusted by the NATIONAL GEODETIC SURVEY
 AI2459.in July 2002.
 AI2459
 AI2459.No vertical observational check was made to the station.
 AI2459
 AI2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2459.GEOID18 height accuracy estimate available here.
 AI2459
 AI2459.Click photographs - Photos may exist for this station.
 AI2459
 AI2459.The dynamic height is computed by dividing the NAVD 88
 AI2459.geopotential number by the normal gravity value computed on the
 AI2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2459.degrees latitude (g = 980.6199 gals.).
 AI2459
 AI2459.The modeled gravity was interpolated from observed gravity values.
 AI2459
 AI2459;                    North         East    Units  Estimated Accuracy
 AI2459;SPC NE       -   266,020.8     689,956.6     MT  (+/- 3 meters HH1 GPS) 
 AI2459
 AI2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0740573527(NAD 83)
 AI2459
 AI2459                          SUPERSEDED SURVEY CONTROL
 AI2459
 AI2459.No superseded survey control is available for this station.
 AI2459
 AI2459_MARKER: F = FLANGE-ENCASED ROD
 AI2459_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2459_STAMPING: X 441 1999
 AI2459_MARK LOGO: NGS
 AI2459_PROJECTION: FLUSH
 AI2459_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2459+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2459_ROD/PIPE-DEPTH: 11.0 meters
 AI2459_SLEEVE-DEPTH  : 0.9 meters
 AI2459
 AI2459  HISTORY     - Date     Condition        Report By
 AI2459  HISTORY     - 1999     MONUMENTED       NGS
 AI2459  HISTORY     - 20120710 GOOD             JEOCON
 AI2459
 AI2459                          STATION DESCRIPTION
 AI2459
 AI2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2459'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2459'IN PIERCE, THENCE 13.5 KM (8.40 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2459'23.4 M (76.8 FT) WEST OF THE CENTER OF 541 AVENUE, 13.7 M (44.9 FT)
 AI2459'WEST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 11.0 M (36.1 FT)
 AI2459'NORTH OF THE ROAD CENTER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AI2459'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS
 AI2459'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AI2459'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS
 AI2459'ON COUNTY ROAD RIGHT-OF-WAY.
 AI2459
 AI2459                          STATION RECOVERY (2012)
 AI2459
 AI2459'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0173 ***********************************************************************
 MN0173  DESIGNATION -  X 50
 MN0173  PID         -  MN0173
 MN0173  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0173  COUNTRY     -  US
 MN0173  USGS QUAD   -  BAYARD SW (2017)
 MN0173
 MN0173                         *CURRENT SURVEY CONTROL
 MN0173  ______________________________________________________________________
 MN0173* NAD 83(1986) POSITION- 41 47 17.     (N) 103 26 26.     (W)   SCALED
 MN0173* NAVD 88 ORTHO HEIGHT -  1157.424 (meters)     3797.32  (feet) ADJUSTED
 MN0173  ______________________________________________________________________
 MN0173  GEOID HEIGHT    -        -19.418 (meters)                     GEOID18
 MN0173  DYNAMIC HEIGHT  -       1156.669 (meters)     3794.84  (feet) COMP
 MN0173  MODELED GRAVITY -    979,931.8   (mgal)                       NAVD 88
 MN0173
 MN0173  VERT ORDER      -  SECOND    CLASS 0
 MN0173
 MN0173.The horizontal coordinates were scaled from a map and have
 MN0173.an estimated accuracy of +/- 6 seconds.
 MN0173
 MN0173.The orthometric height was determined by differential leveling and
 MN0173.adjusted by the NATIONAL GEODETIC SURVEY
 MN0173.in June 1991.
 MN0173
 MN0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0173.GEOID18 height accuracy estimate available here.
 MN0173
 MN0173.Click photographs - Photos may exist for this station.
 MN0173
 MN0173.The dynamic height is computed by dividing the NAVD 88
 MN0173.geopotential number by the normal gravity value computed on the
 MN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0173.degrees latitude (g = 980.6199 gals.).
 MN0173
 MN0173.The modeled gravity was interpolated from observed gravity values.
 MN0173
 MN0173;                    North         East    Units  Estimated Accuracy
 MN0173;SPC NE       -   222,710.      214,170.      MT  (+/- 180 meters Scaled)
 MN0173
 MN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG295274(NAD 83)
 MN0173
 MN0173                          SUPERSEDED SURVEY CONTROL
 MN0173
 MN0173  NGVD 29 (??/??/92) 1156.789  (m)         3795.23   (f) ADJ UNCH    2 0
 MN0173
 MN0173.Superseded values are not recommended for survey control.
 MN0173
 MN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0173.See file dsdata.pdf to determine how the superseded data were derived.
 MN0173
 MN0173_MARKER: DB = BENCH MARK DISK
 MN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0173_STAMPING: X 50 1934
 MN0173_MARK LOGO: CGS
 MN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0173+STABILITY: SURFACE MOTION
 MN0173
 MN0173  HISTORY     - Date     Condition        Report By
 MN0173  HISTORY     - 1934     MONUMENTED       CGS
 MN0173
 MN0173                          STATION DESCRIPTION
 MN0173
 MN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0173'3.4 MI SE FROM MINATARE.
 MN0173'ABOUT 3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0173'QUINCY RAILROAD FROM THE STATION AT MINATARE, SCOTTS BLUFF COUNTY,
 MN0173'ABOUT 0.4 MILE NORTHWEST OF MILEPOST 18, 50.0 FEET NORTHEAST
 MN0173'OF THE CENTER OF A ROAD CROSSING, 32.5 FEET WEST OF THE CENTER
 MN0173'LINE OF THE ROAD, 44.4 FEET NORTH OF THE NORTH RAIL, AND 3.0 FEET
 MN0173'SOUTH OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED X 50
 MN0173'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0109 ***********************************************************************
 MN0109  DESIGNATION -  X 51
 MN0109  PID         -  MN0109
 MN0109  STATE/COUNTY-  NE/GARDEN
 MN0109  COUNTRY     -  US
 MN0109  USGS QUAD   -  LISCO (2017)
 MN0109
 MN0109                         *CURRENT SURVEY CONTROL
 MN0109  ______________________________________________________________________
 MN0109* NAD 83(1986) POSITION- 41 29 18.     (N) 102 35 27.     (W)   SCALED
 MN0109* NAVD 88 ORTHO HEIGHT -  1060.381 (meters)     3478.93  (feet) ADJUSTED
 MN0109  ______________________________________________________________________
 MN0109  GEOID HEIGHT    -        -19.876 (meters)                     GEOID18
 MN0109  DYNAMIC HEIGHT  -       1059.718 (meters)     3476.76  (feet) COMP
 MN0109  MODELED GRAVITY -    979,961.7   (mgal)                       NAVD 88
 MN0109
 MN0109  VERT ORDER      -  SECOND    CLASS 0
 MN0109
 MN0109.The horizontal coordinates were scaled from a map and have
 MN0109.an estimated accuracy of +/- 6 seconds.
 MN0109
 MN0109.The orthometric height was determined by differential leveling and
 MN0109.adjusted by the NATIONAL GEODETIC SURVEY
 MN0109.in June 1991.
 MN0109
 MN0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0109.GEOID18 height accuracy estimate available here.
 MN0109
 MN0109.Click photographs - Photos may exist for this station.
 MN0109
 MN0109.The dynamic height is computed by dividing the NAVD 88
 MN0109.geopotential number by the normal gravity value computed on the
 MN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0109.degrees latitude (g = 980.6199 gals.).
 MN0109
 MN0109.The modeled gravity was interpolated from observed gravity values.
 MN0109
 MN0109;                    North         East    Units  Estimated Accuracy
 MN0109;SPC NE       -   186,990.      283,740.      MT  (+/- 180 meters Scaled)
 MN0109
 MN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF011957(NAD 83)
 MN0109
 MN0109                          SUPERSEDED SURVEY CONTROL
 MN0109
 MN0109  NGVD 29 (??/??/92) 1059.859  (m)         3477.22   (f) ADJ UNCH    2 0
 MN0109
 MN0109.Superseded values are not recommended for survey control.
 MN0109
 MN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0109.See file dsdata.pdf to determine how the superseded data were derived.
 MN0109
 MN0109_MARKER: DB = BENCH MARK DISK
 MN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0109_STAMPING: X 51 1934
 MN0109_MARK LOGO: CGS
 MN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0109+STABILITY: SURFACE MOTION
 MN0109
 MN0109  HISTORY     - Date     Condition        Report By
 MN0109  HISTORY     - 1934     MONUMENTED       CGS
 MN0109  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0109
 MN0109                          STATION DESCRIPTION
 MN0109
 MN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0109'1.7 MI E FROM LISCO.
 MN0109'ABOUT 1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0109'STATION AT LISCO, GARDEN COUNTY, 1/4 MILE EAST OF MILEPOST 85,
 MN0109'ABOUT 240 FEET WEST OF THE WEST END OF A GATE TO A FARMYARD,
 MN0109'43 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 128 FEET
 MN0109'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK,
 MN0109'STAMPED X 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0109
 MN0109                          STATION RECOVERY (1972)
 MN0109
 MN0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0005 ***********************************************************************
 MN0005  DESIGNATION -  X 53
 MN0005  PID         -  MN0005
 MN0005  STATE/COUNTY-  NE/GARDEN
 MN0005  COUNTRY     -  US
 MN0005  USGS QUAD   -  DEER LAKE (2017)
 MN0005
 MN0005                         *CURRENT SURVEY CONTROL
 MN0005  ______________________________________________________________________
 MN0005* NAD 83(1986) POSITION- 41 37 30.45   (N) 102 20 47.20   (W)   HD_HELD1
 MN0005* NAVD 88 ORTHO HEIGHT -  1154.294 (meters)     3787.05  (feet) ADJUSTED
 MN0005  ______________________________________________________________________
 MN0005  GEOID HEIGHT    -        -19.702 (meters)                     GEOID18
 MN0005  DYNAMIC HEIGHT  -       1153.586 (meters)     3784.72  (feet) COMP
 MN0005  MODELED GRAVITY -    979,970.1   (mgal)                       NAVD 88
 MN0005
 MN0005  VERT ORDER      -  SECOND    CLASS 0
 MN0005
 MN0005.The horizontal coordinates were determined by differentially corrected
 MN0005.hand held GPS observations or other comparable positioning techniques
 MN0005.and have an estimated accuracy of +/- 3 meters.
 MN0005
 MN0005.The orthometric height was determined by differential leveling and
 MN0005.adjusted by the NATIONAL GEODETIC SURVEY
 MN0005.in June 1991.
 MN0005
 MN0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0005.GEOID18 height accuracy estimate available here.
 MN0005
 MN0005.Click photographs - Photos may exist for this station.
 MN0005
 MN0005.The dynamic height is computed by dividing the NAVD 88
 MN0005.geopotential number by the normal gravity value computed on the
 MN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0005.degrees latitude (g = 980.6199 gals.).
 MN0005
 MN0005.The modeled gravity was interpolated from observed gravity values.
 MN0005
 MN0005;                    North         East    Units  Estimated Accuracy
 MN0005;SPC NE       -   201,586.7     304,548.8     MT  (+/- 3 meters HH1 GPS) 
 MN0005
 MN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2105511557(NAD 83)
 MN0005
 MN0005                          SUPERSEDED SURVEY CONTROL
 MN0005
 MN0005  NGVD 29 (??/??/92) 1153.784  (m)         3785.37   (f) ADJ UNCH    2 0
 MN0005
 MN0005.Superseded values are not recommended for survey control.
 MN0005
 MN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0005.See file dsdata.pdf to determine how the superseded data were derived.
 MN0005
 MN0005_MARKER: DB = BENCH MARK DISK
 MN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0005_STAMPING: X 53 1934
 MN0005_MARK LOGO: CGS
 MN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0005+STABILITY: SURFACE MOTION
 MN0005
 MN0005  HISTORY     - Date     Condition        Report By
 MN0005  HISTORY     - 1934     MONUMENTED       CGS
 MN0005  HISTORY     - 1938     GOOD             CGS
 MN0005
 MN0005                          STATION DESCRIPTION
 MN0005
 MN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0005'16.3 MI N FROM OSHKOSH.
 MN0005'16.3 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0005'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0005'COUNTY, 250 FEET EAST OF THE CENTERLINE OF THE ROAD, AT THE
 MN0005'NORTHWEST CORNER OF A FENCED FIELD, 2 FEET SOUTH OF AN
 MN0005'EAST-AND-WEST FENCE, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 MN0005'A STANDARD DISK, STAMPED X 53 1934 AND SET IN THE TOP OF A
 MN0005'CONCRETE POST.
 MN0005
 MN0005                          STATION RECOVERY (1938)
 MN0005
 MN0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0235 ***********************************************************************
 MN0235  DESIGNATION -  X 54
 MN0235  PID         -  MN0235
 MN0235  STATE/COUNTY-  NE/KIMBALL
 MN0235  COUNTRY     -  US
 MN0235  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0235
 MN0235                         *CURRENT SURVEY CONTROL
 MN0235  ______________________________________________________________________
 MN0235* NAD 83(1986) POSITION- 41 21 46.     (N) 103 42 02.     (W)   SCALED
 MN0235* NAVD 88 ORTHO HEIGHT -  1491.635 (meters)     4893.81  (feet) ADJUSTED
 MN0235  ______________________________________________________________________
 MN0235  GEOID HEIGHT    -        -18.705 (meters)                     GEOID18
 MN0235  DYNAMIC HEIGHT  -       1490.542 (meters)     4890.22  (feet) COMP
 MN0235  MODELED GRAVITY -    979,837.8   (mgal)                       NAVD 88
 MN0235
 MN0235  VERT ORDER      -  SECOND    CLASS 0
 MN0235
 MN0235.The horizontal coordinates were scaled from a map and have
 MN0235.an estimated accuracy of +/- 6 seconds.
 MN0235
 MN0235.The orthometric height was determined by differential leveling and
 MN0235.adjusted by the NATIONAL GEODETIC SURVEY
 MN0235.in June 1991.
 MN0235
 MN0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0235.GEOID18 height accuracy estimate available here.
 MN0235
 MN0235.Click photographs - Photos may exist for this station.
 MN0235
 MN0235.The dynamic height is computed by dividing the NAVD 88
 MN0235.geopotential number by the normal gravity value computed on the
 MN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0235.degrees latitude (g = 980.6199 gals.).
 MN0235
 MN0235.The modeled gravity was interpolated from observed gravity values.
 MN0235
 MN0235;                    North         East    Units  Estimated Accuracy
 MN0235;SPC NE       -   176,430.      190,570.      MT  (+/- 180 meters Scaled)
 MN0235
 MN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF086798(NAD 83)
 MN0235
 MN0235                          SUPERSEDED SURVEY CONTROL
 MN0235
 MN0235  NGVD 29 (??/??/92) 1490.934  (m)         4891.51   (f) ADJ UNCH    2 0
 MN0235
 MN0235.Superseded values are not recommended for survey control.
 MN0235
 MN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0235.See file dsdata.pdf to determine how the superseded data were derived.
 MN0235
 MN0235_MARKER: DB = BENCH MARK DISK
 MN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0235_STAMPING: X 54 1934
 MN0235_MARK LOGO: CGS
 MN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0235+STABILITY: SURFACE MOTION
 MN0235
 MN0235  HISTORY     - Date     Condition        Report By
 MN0235  HISTORY     - 1934     MONUMENTED       CGS
 MN0235  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0235
 MN0235                          STATION DESCRIPTION
 MN0235
 MN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0235'16 MI S FROM HARRISBURG.
 MN0235'IN KIMBALL COUNTY, ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0235'FROM THE COURTHOUSE AT HARRISBURG, BANNER COUNTY, ABOUT 300 FEET
 MN0235'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT, ABOUT
 MN0235'200 FEET NORTH OF THE TOP OF A SMALL HILL, 33 FEET EAST OF THE
 MN0235'CENTER LINE OF THE HIGHWAY, AND 4 FEET NORTH OF A POLE.  A STANDARD
 MN0235'DISK, STAMPED X 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0235
 MN0235                          STATION RECOVERY (1974)
 MN0235
 MN0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0009 ***********************************************************************
 MN0009  DESIGNATION -  X 55
 MN0009  PID         -  MN0009
 MN0009  STATE/COUNTY-  NE/GARDEN
 MN0009  COUNTRY     -  US
 MN0009  USGS QUAD   -  CRESCENT LAKE (2017)
 MN0009
 MN0009                         *CURRENT SURVEY CONTROL
 MN0009  ______________________________________________________________________
 MN0009* NAD 83(1986) POSITION- 41 43 29.11   (N) 102 23 47.42   (W)   HD_HELD1
 MN0009* NAVD 88 ORTHO HEIGHT -  1168.274 (meters)     3832.91  (feet) ADJUSTED
 MN0009  ______________________________________________________________________
 MN0009  GEOID HEIGHT    -        -19.538 (meters)                     GEOID18
 MN0009  DYNAMIC HEIGHT  -       1167.559 (meters)     3830.57  (feet) COMP
 MN0009  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 MN0009
 MN0009  VERT ORDER      -  SECOND    CLASS 0
 MN0009
 MN0009.The horizontal coordinates were determined by differentially corrected
 MN0009.hand held GPS observations or other comparable positioning techniques
 MN0009.and have an estimated accuracy of +/- 3 meters.
 MN0009
 MN0009.The orthometric height was determined by differential leveling and
 MN0009.adjusted by the NATIONAL GEODETIC SURVEY
 MN0009.in June 1991.
 MN0009
 MN0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0009.GEOID18 height accuracy estimate available here.
 MN0009
 MN0009.Click photographs - Photos may exist for this station.
 MN0009
 MN0009.The dynamic height is computed by dividing the NAVD 88
 MN0009.geopotential number by the normal gravity value computed on the
 MN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0009.degrees latitude (g = 980.6199 gals.).
 MN0009
 MN0009.The modeled gravity was interpolated from observed gravity values.
 MN0009
 MN0009;                    North         East    Units  Estimated Accuracy
 MN0009;SPC NE       -   212,758.5     300,686.5     MT  (+/- 3 meters HH1 GPS) 
 MN0009
 MN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1655022492(NAD 83)
 MN0009
 MN0009                          SUPERSEDED SURVEY CONTROL
 MN0009
 MN0009  NGVD 29 (??/??/92) 1167.746  (m)         3831.18   (f) ADJ UNCH    2 0
 MN0009
 MN0009.Superseded values are not recommended for survey control.
 MN0009
 MN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0009.See file dsdata.pdf to determine how the superseded data were derived.
 MN0009
 MN0009_MARKER: DB = BENCH MARK DISK
 MN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0009_STAMPING: X 55 1934
 MN0009_MARK LOGO: CGS
 MN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0009+STABILITY: SURFACE MOTION
 MN0009
 MN0009  HISTORY     - Date     Condition        Report By
 MN0009  HISTORY     - 1934     MONUMENTED       CGS
 MN0009  HISTORY     - 1938     GOOD             CGS
 MN0009  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0009
 MN0009                          STATION DESCRIPTION
 MN0009
 MN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0009'24.5 MI N FROM OSHKOSH.
 MN0009'24.5 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0009'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0009'COUNTY, 1,000 FEET SOUTHWEST OF ISLAND LAKE, AT A STRIP OF LAND
 MN0009'ONE MILE WIDE, AND 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MN0009'ROAD.  A STANDARD DISK, STAMPED X 55 1934 AND SET IN THE TOP OF A
 MN0009'CONCRETE POST.
 MN0009
 MN0009                          STATION RECOVERY (1938)
 MN0009
 MN0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0009'RECOVERED IN GOOD CONDITION.
 MN0009
 MN0009                          STATION RECOVERY (1984)
 MN0009
 MN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0429 ***********************************************************************
 NP0429  DESIGNATION -  X 56
 NP0429  PID         -  NP0429
 NP0429  STATE/COUNTY-  NE/SIOUX
 NP0429  COUNTRY     -  US
 NP0429  USGS QUAD   -  WHISTLE CREEK SW (2017)
 NP0429
 NP0429                         *CURRENT SURVEY CONTROL
 NP0429  ______________________________________________________________________
 NP0429* NAD 83(1986) POSITION- 42 16 43.     (N) 103 39 34.     (W)   SCALED
 NP0429* NAVD 88 ORTHO HEIGHT -  1417.817 (meters)     4651.62  (feet) POSTED
 NP0429  ______________________________________________________________________
 NP0429  GEOID HEIGHT    -        -17.862 (meters)                     GEOID18
 NP0429  DYNAMIC HEIGHT  -       1416.91  (meters)     4648.6   (feet) COMP
 NP0429  MODELED GRAVITY -    979,932.3   (mgal)                       NAVD 88
 NP0429
 NP0429  VERT ORDER      -  * POSTED, SEE BELOW
 NP0429
 NP0429.The horizontal coordinates were scaled from a map and have
 NP0429.an estimated accuracy of +/- 6 seconds.
 NP0429
 NP0429.The orthometric height was determined by differential leveling
 NP0429.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0429
 NP0429.* This is a POSTED BENCH MARK height.
 NP0429
 NP0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0429.GEOID18 height accuracy estimate available here.
 NP0429
 NP0429.Click photographs - Photos may exist for this station.
 NP0429
 NP0429.The dynamic height is computed by dividing the NAVD 88
 NP0429.geopotential number by the normal gravity value computed on the
 NP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0429.degrees latitude (g = 980.6199 gals.).
 NP0429
 NP0429.The modeled gravity was interpolated from observed gravity values.
 NP0429
 NP0429;                    North         East    Units  Estimated Accuracy
 NP0429;SPC NE       -   277,880.      198,300.      MT  (+/- 180 meters Scaled)
 NP0429
 NP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG105815(NAD 83)
 NP0429
 NP0429                          SUPERSEDED SURVEY CONTROL
 NP0429
 NP0429  NGVD 29 (??/??/92) 1417.076  (m)         4649.19   (f) ADJ UNCH    2 0
 NP0429
 NP0429.Superseded values are not recommended for survey control.
 NP0429
 NP0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0429.See file dsdata.pdf to determine how the superseded data were derived.
 NP0429
 NP0429_MARKER: DB = BENCH MARK DISK
 NP0429_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0429_STAMPING: X 56 1934
 NP0429_MARK LOGO: CGS
 NP0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0429
 NP0429  HISTORY     - Date     Condition        Report By
 NP0429  HISTORY     - 1934     MONUMENTED       CGS
 NP0429  HISTORY     - 1938     GOOD             CGS
 NP0429
 NP0429                          STATION DESCRIPTION
 NP0429
 NP0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0429'32.3 MI W FROM HEMINGFORD.
 NP0429'ALONG A COUNTY ROAD WHICH RUNS INTO STATE HIGHWAY NO. 29 1 MILE
 NP0429'NORTH OF ALDINE, 32.3 MILES WEST OF THE POST OFFICE AT
 NP0429'HEMINGFORD, 32 FEET SOUTH OF THE CENTER OF THE ROAD, 120 FEET
 NP0429'SOUTHEAST OF THE INTERSECTION WITH A ROAD RUNNING SOUTH, 1.5 FEET
 NP0429'NORTH OF THE RIGHT OF WAY FENCE, 100 FEET EAST OF A RIGHT OF
 NP0429'WAY FENCE RUNNING SOUTH.  SET IN THE TOP OF A PRECAST CONCRETE
 NP0429'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0495 ***********************************************************************
 NP0495  DESIGNATION -  X 57
 NP0495  PID         -  NP0495
 NP0495  STATE/COUNTY-  NE/SIOUX
 NP0495  COUNTRY     -  US
 NP0495  USGS QUAD   -  HARRISON EAST (2017)
 NP0495
 NP0495                         *CURRENT SURVEY CONTROL
 NP0495  ______________________________________________________________________
 NP0495* NAD 83(1986) POSITION- 42 37 32.     (N) 103 50 02.     (W)   SCALED
 NP0495* NAVD 88 ORTHO HEIGHT -  1460.523 (meters)     4791.73  (feet) POSTED
 NP0495  ______________________________________________________________________
 NP0495  GEOID HEIGHT    -        -16.454 (meters)                     GEOID18
 NP0495  DYNAMIC HEIGHT  -       1459.65  (meters)     4788.9   (feet) COMP
 NP0495  MODELED GRAVITY -    979,971.1   (mgal)                       NAVD 88
 NP0495
 NP0495  VERT ORDER      -  * POSTED, SEE BELOW
 NP0495
 NP0495.The horizontal coordinates were scaled from a map and have
 NP0495.an estimated accuracy of +/- 6 seconds.
 NP0495
 NP0495.The orthometric height was determined by differential leveling
 NP0495.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0495
 NP0495.* This is a POSTED BENCH MARK height.
 NP0495
 NP0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0495.GEOID18 height accuracy estimate available here.
 NP0495
 NP0495.Click photographs - Photos may exist for this station.
 NP0495
 NP0495.The dynamic height is computed by dividing the NAVD 88
 NP0495.geopotential number by the normal gravity value computed on the
 NP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0495.degrees latitude (g = 980.6199 gals.).
 NP0495
 NP0495.The modeled gravity was interpolated from observed gravity values.
 NP0495
 NP0495;                    North         East    Units  Estimated Accuracy
 NP0495;SPC NE       -   317,000.      185,640.      MT  (+/- 180 meters Scaled)
 NP0495
 NP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH956198(NAD 83)
 NP0495
 NP0495                          SUPERSEDED SURVEY CONTROL
 NP0495
 NP0495  NGVD 29 (??/??/92) 1459.824  (m)         4789.44   (f) ADJ UNCH    2 0
 NP0495
 NP0495.Superseded values are not recommended for survey control.
 NP0495
 NP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0495.See file dsdata.pdf to determine how the superseded data were derived.
 NP0495
 NP0495_MARKER: DB = BENCH MARK DISK
 NP0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0495_STAMPING: X 57 1934
 NP0495_MARK LOGO: CGS
 NP0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0495+STABILITY: SURFACE MOTION
 NP0495
 NP0495  HISTORY     - Date     Condition        Report By
 NP0495  HISTORY     - 1934     MONUMENTED       CGS
 NP0495  HISTORY     - 1974     GOOD             USGS
 NP0495
 NP0495                          STATION DESCRIPTION
 NP0495
 NP0495'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0495'9 MI SE FROM SIOUX.
 NP0495'9.0 MILES SOUTH AND EAST ALONG HIGHWAY 29 FROM HARRISON TO A
 NP0495'BEND IN THE HIGHWAY AND A GRADED GRAVEL ROAD NORTH, THENCE 2.0
 NP0495'MILES NORTH ALONG THE GRAVEL ROAD TO A FENCE LINE EAST AND THE
 NP0495'BENCH MARK.  ABOUT 0.3 MILES SOUTH OF A FARMSTED, 34 FEET EAST
 NP0495'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF THE EAST-WEST
 NP0495'FENCE AND 3 FEET EAST OF THE ROW FENCE.  A STANDARD DISK SET IN
 NP0495'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0742 ***********************************************************************
 ML0742  DESIGNATION -  X 59
 ML0742  PID         -  ML0742
 ML0742  STATE/COUNTY-  NE/CUSTER
 ML0742  COUNTRY     -  US
 ML0742  USGS QUAD   -  BROKEN BOW (2017)
 ML0742
 ML0742                         *CURRENT SURVEY CONTROL
 ML0742  ______________________________________________________________________
 ML0742* NAD 83(1986) POSITION- 41 24 57.     (N) 099 40 27.     (W)   SCALED
 ML0742* NAVD 88 ORTHO HEIGHT -   767.254 (meters)     2517.23  (feet) ADJUSTED
 ML0742  ______________________________________________________________________
 ML0742  GEOID HEIGHT    -        -22.654 (meters)                     GEOID18
 ML0742  DYNAMIC HEIGHT  -        766.859 (meters)     2515.94  (feet) COMP
 ML0742  MODELED GRAVITY -    980,082.9   (mgal)                       NAVD 88
 ML0742
 ML0742  VERT ORDER      -  SECOND    CLASS 0
 ML0742
 ML0742.The horizontal coordinates were scaled from a map and have
 ML0742.an estimated accuracy of +/- 6 seconds.
 ML0742
 ML0742.The orthometric height was determined by differential leveling and
 ML0742.adjusted by the NATIONAL GEODETIC SURVEY
 ML0742.in June 1991.
 ML0742
 ML0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0742.GEOID18 height accuracy estimate available here.
 ML0742
 ML0742.Click photographs - Photos may exist for this station.
 ML0742
 ML0742.The dynamic height is computed by dividing the NAVD 88
 ML0742.geopotential number by the normal gravity value computed on the
 ML0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0742.degrees latitude (g = 980.6199 gals.).
 ML0742
 ML0742.The modeled gravity was interpolated from observed gravity values.
 ML0742
 ML0742;                    North         East    Units  Estimated Accuracy
 ML0742;SPC NE       -   175,750.      527,230.      MT  (+/- 180 meters Scaled)
 ML0742
 ML0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML436851(NAD 83)
 ML0742
 ML0742                          SUPERSEDED SURVEY CONTROL
 ML0742
 ML0742  NGVD 29 (??/??/92)  767.005  (m)         2516.42   (f) ADJ UNCH    2 0
 ML0742
 ML0742.Superseded values are not recommended for survey control.
 ML0742
 ML0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0742.See file dsdata.pdf to determine how the superseded data were derived.
 ML0742
 ML0742_MARKER: DB = BENCH MARK DISK
 ML0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0742_STAMPING: X 59 1934
 ML0742_MARK LOGO: CGS
 ML0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0742+STABILITY: SURFACE MOTION
 ML0742
 ML0742  HISTORY     - Date     Condition        Report By
 ML0742  HISTORY     - 1934     MONUMENTED       CGS
 ML0742  HISTORY     - 1949     GOOD             CGS
 ML0742
 ML0742                          STATION DESCRIPTION
 ML0742
 ML0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0742'1.7 MI NW FROM BROKEN BOW.
 ML0742'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0742'RAILROAD FROM THE STATION AT BROKEN BOW, CUSTER COUNTY, 9 RAILS
 ML0742'WEST OF MILEPOST 178, AT A ROAD CROSSING WHERE STATE HIGHWAYS
 ML0742'2 AND 16 TURN AWAY FROM THE TRACK, 60 FEET SOUTH OF THE SOUTH
 ML0742'RAIL, AND 35 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 ML0742'DISK, STAMPED X 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0033 ***********************************************************************
 MM0033  DESIGNATION -  X 6
 MM0033  PID         -  MM0033
 MM0033  STATE/COUNTY-  NE/LINCOLN
 MM0033  COUNTRY     -  US
 MM0033  USGS QUAD   -  BRADY SW (2017)
 MM0033
 MM0033                         *CURRENT SURVEY CONTROL
 MM0033  ______________________________________________________________________
 MM0033* NAD 83(1986) POSITION- 41 02 06.     (N) 100 23 10.     (W)   SCALED
 MM0033* NAVD 88 ORTHO HEIGHT -   810.533 (meters)     2659.22  (feet) ADJUSTED
 MM0033  ______________________________________________________________________
 MM0033  GEOID HEIGHT    -        -22.750 (meters)                     GEOID18
 MM0033  DYNAMIC HEIGHT  -        810.054 (meters)     2657.65  (feet) COMP
 MM0033  MODELED GRAVITY -    980,005.4   (mgal)                       NAVD 88
 MM0033
 MM0033  VERT ORDER      -  FIRST     CLASS II
 MM0033
 MM0033.The horizontal coordinates were scaled from a map and have
 MM0033.an estimated accuracy of +/- 6 seconds.
 MM0033
 MM0033.The orthometric height was determined by differential leveling and
 MM0033.adjusted by the NATIONAL GEODETIC SURVEY
 MM0033.in June 1991.
 MM0033
 MM0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0033.GEOID18 height accuracy estimate available here.
 MM0033
 MM0033.Click photographs - Photos may exist for this station.
 MM0033
 MM0033.The dynamic height is computed by dividing the NAVD 88
 MM0033.geopotential number by the normal gravity value computed on the
 MM0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0033.degrees latitude (g = 980.6199 gals.).
 MM0033
 MM0033.The modeled gravity was interpolated from observed gravity values.
 MM0033
 MM0033;                    North         East    Units  Estimated Accuracy
 MM0033;SPC NE       -   133,490.      467,540.      MT  (+/- 180 meters Scaled)
 MM0033
 MM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL834435(NAD 83)
 MM0033
 MM0033                          SUPERSEDED SURVEY CONTROL
 MM0033
 MM0033  NGVD 29 (02/14/92)  810.200  (m)         2658.13   (f) ADJUSTED    1 2
 MM0033  NGVD 29 (??/??/87)  810.242  (m)         2658.27   (f) SUPERSEDED  1 2
 MM0033
 MM0033.Superseded values are not recommended for survey control.
 MM0033
 MM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0033.See file dsdata.pdf to determine how the superseded data were derived.
 MM0033
 MM0033_MARKER: DB = BENCH MARK DISK
 MM0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0033_STAMPING: X 6 1933 2658.269
 MM0033_MARK LOGO: CGS
 MM0033_PROJECTION: RECESSED 65 CENTIMETERS
 MM0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0033+STABILITY: SURFACE MOTION
 MM0033
 MM0033  HISTORY     - Date     Condition        Report By
 MM0033  HISTORY     - 1933     MONUMENTED       CGS
 MM0033  HISTORY     - 1986     GOOD             NGS
 MM0033  HISTORY     - 20100901 MARK NOT FOUND   NEGS
 MM0033
 MM0033                          STATION DESCRIPTION
 MM0033
 MM0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0033'7.7 MI SE FROM MAXWELL.
 MM0033'ABOUT 7.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0033'MAXWELL, LINCOLN COUNTY, ABOUT 7-1/2 POLES SOUTHEAST OF MILEPOST
 MM0033'263, AT A ROAD CROSSING, 90 FEET SOUTH OF THE CENTER LINE OF
 MM0033'U.S. HIGHWAY 30, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MM0033'32.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 15.6
 MM0033'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, IN LINE WITH A
 MM0033'ROW OF POLES, AND 6 FEET WEST OF A POLE.  A STANDARD DISK,
 MM0033'STAMPED 2658.269 X 6 1933 AND SET IN THE TOP OF A CONCRETE
 MM0033'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0033
 MM0033                          STATION RECOVERY (1986)
 MM0033
 MM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.35 KM (0.2
 MM0033'MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL AT BRADY,
 MM0033'THENCE 2.15 KM (1.35 MI) NORTHWEST ALONG US HIGHWAY 30, IN THE SOUTH
 MM0033'CORNER OF THE T JUNCTION OF A PAVED ACCESS ROAD FOR THE CROSSING OF
 MM0033'THE UNION PACIFIC RAILROAD, 0.48 KM (0.3 MI) SOUTHEAST OF MILEPOST
 MM0033'199, 27.4 METERS (90 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.9
 MM0033'METERS (32.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 MM0033'TRACKS, 7.8 METERS (25.5 FT) NORTHWEST OF A UTILITY POLE AND 7.0
 MM0033'METERS (23 FT) SOUTHEAST OF THE CENTER OF THE ROAD.
 MM0033'THE MARK IS 0.1 METERS  SW FROM  A WITNESS POST
 MM0033'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MM0033
 MM0033                          STATION RECOVERY (2010)
 MM0033
 MM0033'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 MM0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0776 ***********************************************************************
 ML0776  DESIGNATION -  X 60
 ML0776  PID         -  ML0776
 ML0776  STATE/COUNTY-  NE/CUSTER
 ML0776  COUNTRY     -  US
 ML0776  USGS QUAD   -  BROKEN BOW SW (2017)
 ML0776
 ML0776                         *CURRENT SURVEY CONTROL
 ML0776  ______________________________________________________________________
 ML0776* NAD 83(1986) POSITION- 41 20 10.     (N) 099 40 23.     (W)   SCALED
 ML0776* NAVD 88 ORTHO HEIGHT -   802.274 (meters)     2632.13  (feet) ADJUSTED
 ML0776  ______________________________________________________________________
 ML0776  GEOID HEIGHT    -        -22.700 (meters)                     GEOID18
 ML0776  DYNAMIC HEIGHT  -        801.860 (meters)     2630.77  (feet) COMP
 ML0776  MODELED GRAVITY -    980,079.9   (mgal)                       NAVD 88
 ML0776
 ML0776  VERT ORDER      -  SECOND    CLASS 0
 ML0776
 ML0776.The horizontal coordinates were scaled from a map and have
 ML0776.an estimated accuracy of +/- 6 seconds.
 ML0776
 ML0776.The orthometric height was determined by differential leveling and
 ML0776.adjusted by the NATIONAL GEODETIC SURVEY
 ML0776.in June 1991.
 ML0776
 ML0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0776.GEOID18 height accuracy estimate available here.
 ML0776
 ML0776.Click photographs - Photos may exist for this station.
 ML0776
 ML0776.The dynamic height is computed by dividing the NAVD 88
 ML0776.geopotential number by the normal gravity value computed on the
 ML0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0776.degrees latitude (g = 980.6199 gals.).
 ML0776
 ML0776.The modeled gravity was interpolated from observed gravity values.
 ML0776
 ML0776;                    North         East    Units  Estimated Accuracy
 ML0776;SPC NE       -   166,900.      527,360.      MT  (+/- 180 meters Scaled)
 ML0776
 ML0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML436762(NAD 83)
 ML0776
 ML0776                          SUPERSEDED SURVEY CONTROL
 ML0776
 ML0776  NGVD 29 (??/??/92)  802.029  (m)         2631.32   (f) ADJ UNCH    2 0
 ML0776
 ML0776.Superseded values are not recommended for survey control.
 ML0776
 ML0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0776.See file dsdata.pdf to determine how the superseded data were derived.
 ML0776
 ML0776_MARKER: DB = BENCH MARK DISK
 ML0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0776_SP_SET: FENCE
 ML0776_STAMPING: X 60 1934
 ML0776_MARK LOGO: CGS
 ML0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0776+STABILITY: SURFACE MOTION
 ML0776
 ML0776  HISTORY     - Date     Condition        Report By
 ML0776  HISTORY     - 1934     MONUMENTED       CGS
 ML0776  HISTORY     - 1951     GOOD             CGS
 ML0776
 ML0776                          STATION DESCRIPTION
 ML0776
 ML0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 ML0776'6.3 MI S FROM BROKEN BOW.
 ML0776'6.3 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0776'AT BROKEN BOW, ABOUT 880 FEET NORTH OF A CURVE IN THE ROAD TO
 ML0776'THE SOUTH, 270 FEET SOUTHWEST OF THE ANGLE IN A RIGHT-OF-WAY
 ML0776'FENCE, 105 FEET WEST OF THE CENTERLINE OF THE ROAD, AT THE
 ML0776'WEST EDGE OF THE OLD ROAD BED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0111 ***********************************************************************
 NP0111  DESIGNATION -  X 61
 NP0111  PID         -  NP0111
 NP0111  STATE/COUNTY-  NE/SHERIDAN
 NP0111  COUNTRY     -  US
 NP0111  USGS QUAD   -  GAUNT LAKE (2017)
 NP0111
 NP0111                         *CURRENT SURVEY CONTROL
 NP0111  ______________________________________________________________________
 NP0111* NAD 83(1986) POSITION- 42 02 25.63   (N) 102 11 41.92   (W)   HD_HELD1
 NP0111* NAVD 88 ORTHO HEIGHT -  1204.399 (meters)     3951.43  (feet) ADJUSTED
 NP0111  ______________________________________________________________________
 NP0111  GEOID HEIGHT    -        -19.070 (meters)                     GEOID18
 NP0111  DYNAMIC HEIGHT  -       1203.686 (meters)     3949.09  (feet) COMP
 NP0111  MODELED GRAVITY -    979,988.3   (mgal)                       NAVD 88
 NP0111
 NP0111  VERT ORDER      -  SECOND    CLASS 0
 NP0111
 NP0111.The horizontal coordinates were determined by differentially corrected
 NP0111.hand held GPS observations or other comparable positioning techniques
 NP0111.and have an estimated accuracy of +/- 3 meters.
 NP0111
 NP0111.The orthometric height was determined by differential leveling and
 NP0111.adjusted by the NATIONAL GEODETIC SURVEY
 NP0111.in June 1991.
 NP0111
 NP0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0111.GEOID18 height accuracy estimate available here.
 NP0111
 NP0111.Click photographs - Photos may exist for this station.
 NP0111
 NP0111.The dynamic height is computed by dividing the NAVD 88
 NP0111.geopotential number by the normal gravity value computed on the
 NP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0111.degrees latitude (g = 980.6199 gals.).
 NP0111
 NP0111.The modeled gravity was interpolated from observed gravity values.
 NP0111
 NP0111;                    North         East    Units  Estimated Accuracy
 NP0111;SPC NE       -   247,356.0     318,333.3     MT  (+/- 3 meters HH1 GPS) 
 NP0111
 NP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3216758074(NAD 83)
 NP0111
 NP0111                          SUPERSEDED SURVEY CONTROL
 NP0111
 NP0111  NGVD 29 (??/??/92) 1203.834  (m)         3949.58   (f) ADJ UNCH    2 0
 NP0111
 NP0111.Superseded values are not recommended for survey control.
 NP0111
 NP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0111.See file dsdata.pdf to determine how the superseded data were derived.
 NP0111
 NP0111_MARKER: DB = BENCH MARK DISK
 NP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0111_STAMPING: X 61 1934
 NP0111_MARK LOGO: CGS
 NP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0111+STABILITY: SURFACE MOTION
 NP0111
 NP0111  HISTORY     - Date     Condition        Report By
 NP0111  HISTORY     - 1934     MONUMENTED       CGS
 NP0111  HISTORY     - 20070423 MARK NOT FOUND   NEDR
 NP0111
 NP0111                          STATION DESCRIPTION
 NP0111
 NP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0111'4.6 MI E FROM ELLSWORTH.
 NP0111'4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0111'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0111'OF MILEPOST 330, AT THE EAST SLOPE OF A HILL, WEST OF A RAVINE,
 NP0111'54.3 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET HIGHER THAN
 NP0111'THE TRACK.  A STANDARD DISK, STAMPED X 61 1934 AND SET IN THE
 NP0111'TOP OF A CONCRETE POST.
 NP0111
 NP0111                          STATION RECOVERY (2007)
 NP0111
 NP0111'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0261 ***********************************************************************
 NO0261  DESIGNATION -  X 62
 NO0261  PID         -  NO0261
 NO0261  STATE/COUNTY-  NE/HOOKER
 NO0261  COUNTRY     -  US
 NO0261  USGS QUAD   -  HECLA (2017)
 NO0261
 NO0261                         *CURRENT SURVEY CONTROL
 NO0261  ______________________________________________________________________
 NO0261* NAD 83(1986) POSITION- 42 02 50.     (N) 101 07 35.     (W)   SCALED
 NO0261* NAVD 88 ORTHO HEIGHT -   997.761 (meters)     3273.49  (feet) ADJUSTED
 NO0261  ______________________________________________________________________
 NO0261  GEOID HEIGHT    -        -20.444 (meters)                     GEOID18
 NO0261  DYNAMIC HEIGHT  -        997.236 (meters)     3271.77  (feet) COMP
 NO0261  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 NO0261
 NO0261  VERT ORDER      -  SECOND    CLASS 0
 NO0261
 NO0261.The horizontal coordinates were scaled from a map and have
 NO0261.an estimated accuracy of +/- 6 seconds.
 NO0261
 NO0261.The orthometric height was determined by differential leveling and
 NO0261.adjusted by the NATIONAL GEODETIC SURVEY
 NO0261.in June 1991.
 NO0261
 NO0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0261.GEOID18 height accuracy estimate available here.
 NO0261
 NO0261.Click photographs - Photos may exist for this station.
 NO0261
 NO0261.The dynamic height is computed by dividing the NAVD 88
 NO0261.geopotential number by the normal gravity value computed on the
 NO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0261.degrees latitude (g = 980.6199 gals.).
 NO0261
 NO0261.The modeled gravity was interpolated from observed gravity values.
 NO0261
 NO0261;                    North         East    Units  Estimated Accuracy
 NO0261;SPC NE       -   246,410.      406,780.      MT  (+/- 180 meters Scaled)
 NO0261
 NO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM240572(NAD 83)
 NO0261
 NO0261                          SUPERSEDED SURVEY CONTROL
 NO0261
 NO0261  NGVD 29 (??/??/92)  997.407  (m)         3272.33   (f) ADJ UNCH    2 0
 NO0261
 NO0261.Superseded values are not recommended for survey control.
 NO0261
 NO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0261.See file dsdata.pdf to determine how the superseded data were derived.
 NO0261
 NO0261_MARKER: DB = BENCH MARK DISK
 NO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0261_STAMPING: X 62 1934
 NO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0261+STABILITY: SURFACE MOTION
 NO0261
 NO0261  HISTORY     - Date     Condition        Report By
 NO0261  HISTORY     - 1934     MONUMENTED       CGS
 NO0261  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0261
 NO0261                          STATION DESCRIPTION
 NO0261
 NO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0261'4.4 MI W FROM MULLEN.
 NO0261'4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0261'FROM THE STATION AT MULLEN, HOOKER COUNTY, 10 RAILS WEST OF
 NO0261'MILEPOST 273, AT THE TOP OF A SMALL KNOLL SOUTH OF A CUT, AND
 NO0261'34.8 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 NO0261'X 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0261
 NO0261                          STATION RECOVERY (1985)
 NO0261
 NO0261'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0005 ***********************************************************************
 MM0005  DESIGNATION -  X 63
 MM0005  PID         -  MM0005
 MM0005  STATE/COUNTY-  NE/THOMAS
 MM0005  COUNTRY     -  US
 MM0005  USGS QUAD   -  HALSEY (2017)
 MM0005
 MM0005                         *CURRENT SURVEY CONTROL
 MM0005  ______________________________________________________________________
 MM0005* NAD 83(1986) POSITION- 41 55 22.     (N) 100 22 07.     (W)   SCALED
 MM0005* NAVD 88 ORTHO HEIGHT -   837.197 (meters)     2746.70  (feet) ADJUSTED
 MM0005  ______________________________________________________________________
 MM0005  GEOID HEIGHT    -        -21.883 (meters)                     GEOID18
 MM0005  DYNAMIC HEIGHT  -        836.772 (meters)     2745.31  (feet) COMP
 MM0005  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 MM0005
 MM0005  VERT ORDER      -  SECOND    CLASS 0
 MM0005
 MM0005.The horizontal coordinates were scaled from a map and have
 MM0005.an estimated accuracy of +/- 6 seconds.
 MM0005
 MM0005.The orthometric height was determined by differential leveling and
 MM0005.adjusted by the NATIONAL GEODETIC SURVEY
 MM0005.in June 1991.
 MM0005
 MM0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0005.GEOID18 height accuracy estimate available here.
 MM0005
 MM0005.Click photographs - Photos may exist for this station.
 MM0005
 MM0005.The dynamic height is computed by dividing the NAVD 88
 MM0005.geopotential number by the normal gravity value computed on the
 MM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0005.degrees latitude (g = 980.6199 gals.).
 MM0005
 MM0005.The modeled gravity was interpolated from observed gravity values.
 MM0005
 MM0005;                    North         East    Units  Estimated Accuracy
 MM0005;SPC NE       -   232,050.      469,430.      MT  (+/- 180 meters Scaled)
 MM0005
 MM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM865421(NAD 83)
 MM0005
 MM0005                          SUPERSEDED SURVEY CONTROL
 MM0005
 MM0005  NGVD 29 (??/??/92)  836.896  (m)         2745.72   (f) ADJ UNCH    2 0
 MM0005
 MM0005.Superseded values are not recommended for survey control.
 MM0005
 MM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0005.See file dsdata.pdf to determine how the superseded data were derived.
 MM0005
 MM0005_MARKER: DB = BENCH MARK DISK
 MM0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0005_STAMPING: X 63 1934
 MM0005_MARK LOGO: CGS
 MM0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0005+STABILITY: SURFACE MOTION
 MM0005
 MM0005  HISTORY     - Date     Condition        Report By
 MM0005  HISTORY     - 1934     MONUMENTED       CGS
 MM0005  HISTORY     - 1950     MARK NOT FOUND   USGS
 MM0005
 MM0005                          STATION DESCRIPTION
 MM0005
 MM0005'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 MM0005'5.4 MI NW FROM HALSEY.
 MM0005'5.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0005'RAILROAD FROM THE STATION AT HALSEY, THOMAS COUNTY, AT MILEAGE
 MM0005'230.7, AT THE WEST END OF A LONG FILL, 85.5 FEET NORTH OF THE
 MM0005'NORTH RAIL, AND 1.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 MM0005'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0170 ***********************************************************************
 MM0170  DESIGNATION -  X 64
 MM0170  PID         -  MM0170
 MM0170  STATE/COUNTY-  NE/LOGAN
 MM0170  COUNTRY     -  US
 MM0170  USGS QUAD   -  HAPPY HOLLOW (2017)
 MM0170
 MM0170                         *CURRENT SURVEY CONTROL
 MM0170  ______________________________________________________________________
 MM0170* NAD 83(1986) POSITION- 41 43 56.     (N) 100 35 13.     (W)   SCALED
 MM0170* NAVD 88 ORTHO HEIGHT -   907.924 (meters)     2978.75  (feet) ADJUSTED
 MM0170  ______________________________________________________________________
 MM0170  GEOID HEIGHT    -        -21.744 (meters)                     GEOID18
 MM0170  DYNAMIC HEIGHT  -        907.429 (meters)     2977.12  (feet) COMP
 MM0170  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 MM0170
 MM0170  VERT ORDER      -  SECOND    CLASS 0
 MM0170
 MM0170.The horizontal coordinates were scaled from a map and have
 MM0170.an estimated accuracy of +/- 6 seconds.
 MM0170
 MM0170.The orthometric height was determined by differential leveling and
 MM0170.adjusted by the NATIONAL GEODETIC SURVEY
 MM0170.in June 1991.
 MM0170
 MM0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0170.GEOID18 height accuracy estimate available here.
 MM0170
 MM0170.Click photographs - Photos may exist for this station.
 MM0170
 MM0170.The dynamic height is computed by dividing the NAVD 88
 MM0170.geopotential number by the normal gravity value computed on the
 MM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0170.degrees latitude (g = 980.6199 gals.).
 MM0170
 MM0170.The modeled gravity was interpolated from observed gravity values.
 MM0170
 MM0170;                    North         East    Units  Estimated Accuracy
 MM0170;SPC NE       -   210,990.      451,190.      MT  (+/- 180 meters Scaled)
 MM0170
 MM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM680212(NAD 83)
 MM0170
 MM0170                          SUPERSEDED SURVEY CONTROL
 MM0170
 MM0170  NGVD 29 (??/??/92)  907.604  (m)         2977.70   (f) ADJ UNCH    2 0
 MM0170
 MM0170.Superseded values are not recommended for survey control.
 MM0170
 MM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0170.See file dsdata.pdf to determine how the superseded data were derived.
 MM0170
 MM0170_MARKER: DB = BENCH MARK DISK
 MM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0170_STAMPING: X 64 1934
 MM0170_MARK LOGO: CGS
 MM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0170+STABILITY: SURFACE MOTION
 MM0170
 MM0170  HISTORY     - Date     Condition        Report By
 MM0170  HISTORY     - 1934     MONUMENTED       CGS
 MM0170
 MM0170                          STATION DESCRIPTION
 MM0170
 MM0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0170'20.1 MI N FROM STAPLETON.
 MM0170'ABOUT 20.1 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0170'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT
 MM0170'4.9 MILES SOUTH OF THE CROSSING OVER DISMAL RIVER, AT THE SANTO
 MM0170'RANCH, ABOUT 0.1 MILE NORTH OF A SMALL RANCHHOUSE WITH A
 MM0170'WINDMILL SURROUNDED BY PINE TREES, ABOUT 103 FEET EAST OF THE
 MM0170'CENTER LINE OF THE HIGHWAY, 4.8 FEET SOUTHWEST OF A
 MM0170'FENCE-CORNER POST, AND 2.5 FEET WEST OF THE NORTH-AND-SOUTH FENCE.
 MM0170'A STANDARD DISK, STAMPED X 64 1934 AND SET IN THE TOP OF A CONCRETE
 MM0170'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0476 ***********************************************************************
 NN0476  DESIGNATION -  X 67 RESET
 NN0476  PID         -  NN0476
 NN0476  STATE/COUNTY-  NE/BROWN
 NN0476  COUNTRY     -  US
 NN0476  USGS QUAD   -  HOFELD LAKE (2017)
 NN0476
 NN0476                         *CURRENT SURVEY CONTROL
 NN0476  ______________________________________________________________________
 NN0476* NAD 83(1986) POSITION- 42 28 12.21   (N) 099 52 18.55   (W)   HD_HELD1
 NN0476* NAVD 88 ORTHO HEIGHT -   787.87  (meters)     2584.9   (feet) RESET
 NN0476  ______________________________________________________________________
 NN0476  GEOID HEIGHT    -        -22.473 (meters)                     GEOID18
 NN0476  VERT ORDER      -  THIRD
 NN0476
 NN0476.The horizontal coordinates were determined by differentially corrected
 NN0476.hand held GPS observations or other comparable positioning techniques
 NN0476.and have an estimated accuracy of +/- 3 meters.
 NN0476
 NN0476.The orthometric height was computed from unverified reset data.
 NN0476
 NN0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0476.GEOID18 height accuracy estimate available here.
 NN0476
 NN0476.Click photographs - Photos may exist for this station.
 NN0476
 NN0476;                    North         East    Units  Estimated Accuracy
 NN0476;SPC NE       -   292,765.4     510,539.2     MT  (+/- 3 meters HH1 GPS) 
 NN0476
 NN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2833102336(NAD 83)
 NN0476
 NN0476                          SUPERSEDED SURVEY CONTROL
 NN0476
 NN0476  NGVD 29 (??/??/??)  787.38   (m)         2583.3    (f) RESET       3  
 NN0476
 NN0476.Superseded values are not recommended for survey control.
 NN0476
 NN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0476.See file dsdata.pdf to determine how the superseded data were derived.
 NN0476
 NN0476_MARKER: DB = BENCH MARK DISK
 NN0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0476_STAMPING: X 67 1935 RESET 1957
 NN0476_MARK LOGO: CGS
 NN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0476+STABILITY: SURFACE MOTION
 NN0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0476+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 NN0476
 NN0476  HISTORY     - Date     Condition        Report By
 NN0476  HISTORY     - 1957     MONUMENTED       CGS
 NN0476  HISTORY     - 20070821 GOOD             NEDR
 NN0476  HISTORY     - 20121106 GOOD             GCT
 NN0476  HISTORY     - 20171003 GOOD             INDIV
 NN0476
 NN0476                          STATION DESCRIPTION
 NN0476
 NN0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NN0476'5.5 MI S FROM AINSWORTH.
 NN0476'5.5 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION
 NN0476'AT AINSWORTH, BROWN COUNTY, AT A HALF-SECTION-LINE, 90 FEET
 NN0476'WEST OF THE CENTER OF STATE HIGHWAY 7, 30 FEET WEST OF A FENCE
 NN0476'CORNER, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 NN0476'AND THE DISK IS STAMPED X 67 1935 RESET 1957.
 NN0476
 NN0476                          STATION RECOVERY (2007)
 NN0476
 NN0476'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 NN0476'RECOVERED IN GOOD CONDITION.
 NN0476
 NN0476                          STATION RECOVERY (2012)
 NN0476
 NN0476'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NN0476'OPUS SOLUTION AVAILABLE.
 NN0476
 NN0476                          STATION RECOVERY (2017)
 NN0476
 NN0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0476'RECOVERED AS DESCRIBED,MARK IS AT MILEPOST 37+94 ON HWY 7. LAT.42 28
 NN0476'12.1  LONG. 099 52 19.1  NEW STATE ELEVATION= 2583.467
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0519 ***********************************************************************
 ML0519  DESIGNATION -  X 70
 ML0519  PID         -  ML0519
 ML0519  STATE/COUNTY-  NE/WHEELER
 ML0519  COUNTRY     -  US
 ML0519  USGS QUAD   -  ERICSON (2017)
 ML0519
 ML0519                         *CURRENT SURVEY CONTROL
 ML0519  ______________________________________________________________________
 ML0519* NAD 83(1986) POSITION- 41 46 51.     (N) 098 40 57.     (W)   SCALED
 ML0519* NAVD 88 ORTHO HEIGHT -   617.564 (meters)     2026.12  (feet) ADJUSTED
 ML0519  ______________________________________________________________________
 ML0519  GEOID HEIGHT    -        -24.194 (meters)                     GEOID18
 ML0519  DYNAMIC HEIGHT  -        617.271 (meters)     2025.16  (feet) COMP
 ML0519  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 ML0519
 ML0519  VERT ORDER      -  SECOND    CLASS 0
 ML0519
 ML0519.The horizontal coordinates were scaled from a map and have
 ML0519.an estimated accuracy of +/- 6 seconds.
 ML0519
 ML0519.The orthometric height was determined by differential leveling and
 ML0519.adjusted by the NATIONAL GEODETIC SURVEY
 ML0519.in June 1991.
 ML0519
 ML0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0519.GEOID18 height accuracy estimate available here.
 ML0519
 ML0519.Click photographs - Photos may exist for this station.
 ML0519
 ML0519.The dynamic height is computed by dividing the NAVD 88
 ML0519.geopotential number by the normal gravity value computed on the
 ML0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0519.degrees latitude (g = 980.6199 gals.).
 ML0519
 ML0519.The modeled gravity was interpolated from observed gravity values.
 ML0519
 ML0519;                    North         East    Units  Estimated Accuracy
 ML0519;SPC NE       -   217,060.      609,490.      MT  (+/- 180 meters Scaled)
 ML0519
 ML0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM263254(NAD 83)
 ML0519
 ML0519                          SUPERSEDED SURVEY CONTROL
 ML0519
 ML0519  NGVD 29 (??/??/92)  617.320  (m)         2025.32   (f) ADJ UNCH    2 0
 ML0519
 ML0519.Superseded values are not recommended for survey control.
 ML0519
 ML0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0519.See file dsdata.pdf to determine how the superseded data were derived.
 ML0519
 ML0519_MARKER: DB = BENCH MARK DISK
 ML0519_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0519_STAMPING: X 70 1935
 ML0519_MARK LOGO: CGS
 ML0519_PROJECTION: FLUSH
 ML0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0519
 ML0519  HISTORY     - Date     Condition        Report By
 ML0519  HISTORY     - 1935     MONUMENTED       CGS
 ML0519  HISTORY     - 1950     GOOD             CGS
 ML0519
 ML0519                          STATION DESCRIPTION
 ML0519
 ML0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0519'AT ERICSON.
 ML0519'AT ERICSON, 0.25 MILE NORTHWEST OF THE POST OFFICE, ON THE
 ML0519'OUTSIDE OF THE SECOND TURN WEST OF THE POST OFFICE, 0.15 MILE
 ML0519'SOUTH OF STATE HIGHWAY 53, 93 FEET NORTHEAST OF THE CENTER OF
 ML0519'AN OLD RAILROAD BED, 270 FEET NORTHWEST OF AN OLD CONCRETE
 ML0519'FOUNDATION OF AN ELEVATOR, 71 FEET SOUTHWEST OF THE CENTER LINE
 ML0519'OF THE ROAD, 6 FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTHEAST
 ML0519'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN
 ML0519'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0026 ***********************************************************************
 MM0026  DESIGNATION -  X 72
 MM0026  PID         -  MM0026
 MM0026  STATE/COUNTY-  NE/BLAINE
 MM0026  COUNTRY     -  US
 MM0026  USGS QUAD   -  DUNNING (2017)
 MM0026
 MM0026                         *CURRENT SURVEY CONTROL
 MM0026  ______________________________________________________________________
 MM0026* NAD 83(1986) POSITION- 41 50 02.     (N) 100 06 16.     (W)   SCALED
 MM0026* NAVD 88 ORTHO HEIGHT -   798.177 (meters)     2618.69  (feet) ADJUSTED
 MM0026  ______________________________________________________________________
 MM0026  GEOID HEIGHT    -        -22.275 (meters)                     GEOID18
 MM0026  DYNAMIC HEIGHT  -        797.765 (meters)     2617.33  (feet) COMP
 MM0026  MODELED GRAVITY -    980,080.2   (mgal)                       NAVD 88
 MM0026
 MM0026  VERT ORDER      -  SECOND    CLASS 0
 MM0026
 MM0026.The horizontal coordinates were scaled from a map and have
 MM0026.an estimated accuracy of +/- 6 seconds.
 MM0026
 MM0026.The orthometric height was determined by differential leveling and
 MM0026.adjusted by the NATIONAL GEODETIC SURVEY
 MM0026.in June 1991.
 MM0026
 MM0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0026.GEOID18 height accuracy estimate available here.
 MM0026
 MM0026.Click photographs - Photos may exist for this station.
 MM0026
 MM0026.The dynamic height is computed by dividing the NAVD 88
 MM0026.geopotential number by the normal gravity value computed on the
 MM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0026.degrees latitude (g = 980.6199 gals.).
 MM0026
 MM0026.The modeled gravity was interpolated from observed gravity values.
 MM0026
 MM0026;                    North         East    Units  Estimated Accuracy
 MM0026;SPC NE       -   222,120.      491,330.      MT  (+/- 180 meters Scaled)
 MM0026
 MM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM082319(NAD 83)
 MM0026
 MM0026                          SUPERSEDED SURVEY CONTROL
 MM0026
 MM0026  NGVD 29 (??/??/92)  797.881  (m)         2617.71   (f) ADJ UNCH    2 0
 MM0026
 MM0026.Superseded values are not recommended for survey control.
 MM0026
 MM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0026.See file dsdata.pdf to determine how the superseded data were derived.
 MM0026
 MM0026_MARKER: DB = BENCH MARK DISK
 MM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0026_STAMPING: X 72 1935
 MM0026_MARK LOGO: CGS
 MM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0026+STABILITY: SURFACE MOTION
 MM0026
 MM0026  HISTORY     - Date     Condition        Report By
 MM0026  HISTORY     - 1935     MONUMENTED       CGS
 MM0026  HISTORY     - 1939     MARK NOT FOUND   CGS
 MM0026
 MM0026                          STATION DESCRIPTION
 MM0026
 MM0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MM0026'0.2 MI NE FROM DUNNING.
 MM0026'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 MM0026'OFFICE AT DUNNING, BLAINE COUNTY, ABOUT 140 FEET NORTHEAST OF
 MM0026'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 2, 78.4 FEET NORTH
 MM0026'OF THE CENTER LINE OF STATE HIGHWAY 7, ABOUT 100 FEET EAST OF
 MM0026'THE CENTER LINE OF STATE HIGHWAY 2, 72.2 FEET EAST OF THE CENTER
 MM0026'OF A GATE IN THE EAST-AND-WEST FENCE, AND 5 FEET NORTH OF THE
 MM0026'FENCE.  A STANDARD DISK, STAMPED X 72 1935 AND SET IN THE TOP
 MM0026'OF A CONCRETE POST.
 MM0026
 MM0026                          STATION RECOVERY (1939)
 MM0026
 MM0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 MM0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0103 ***********************************************************************
 NO0103  DESIGNATION -  X 73
 NO0103  PID         -  NO0103
 NO0103  STATE/COUNTY-  NE/CHERRY
 NO0103  COUNTRY     -  US
 NO0103  USGS QUAD   -  DUCK LAKE SE (2017)
 NO0103
 NO0103                         *CURRENT SURVEY CONTROL
 NO0103  ______________________________________________________________________
 NO0103* NAD 83(1986) POSITION- 42 07 11.     (N) 100 35 26.     (W)   SCALED
 NO0103* NAVD 88 ORTHO HEIGHT -   913.386 (meters)     2996.67  (feet) ADJUSTED
 NO0103  ______________________________________________________________________
 NO0103  GEOID HEIGHT    -        -21.675 (meters)                     GEOID18
 NO0103  DYNAMIC HEIGHT  -        912.916 (meters)     2995.13  (feet) COMP
 NO0103  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 NO0103
 NO0103  VERT ORDER      -  SECOND    CLASS 0
 NO0103
 NO0103.The horizontal coordinates were scaled from a map and have
 NO0103.an estimated accuracy of +/- 6 seconds.
 NO0103
 NO0103.The orthometric height was determined by differential leveling and
 NO0103.adjusted by the NATIONAL GEODETIC SURVEY
 NO0103.in June 1991.
 NO0103
 NO0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0103.GEOID18 height accuracy estimate available here.
 NO0103
 NO0103.Click photographs - Photos may exist for this station.
 NO0103
 NO0103.The dynamic height is computed by dividing the NAVD 88
 NO0103.geopotential number by the normal gravity value computed on the
 NO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0103.degrees latitude (g = 980.6199 gals.).
 NO0103
 NO0103.The modeled gravity was interpolated from observed gravity values.
 NO0103
 NO0103;                    North         East    Units  Estimated Accuracy
 NO0103;SPC NE       -   254,020.      451,180.      MT  (+/- 180 meters Scaled)
 NO0103
 NO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM685642(NAD 83)
 NO0103
 NO0103                          SUPERSEDED SURVEY CONTROL
 NO0103
 NO0103  NGVD 29 (??/??/92)  913.063  (m)         2995.61   (f) ADJ UNCH    2 0
 NO0103
 NO0103.Superseded values are not recommended for survey control.
 NO0103
 NO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0103.See file dsdata.pdf to determine how the superseded data were derived.
 NO0103
 NO0103_MARKER: DB = BENCH MARK DISK
 NO0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0103_STAMPING: X 73 1934
 NO0103_MARK LOGO: CGS
 NO0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0103+STABILITY: SURFACE MOTION
 NO0103
 NO0103  HISTORY     - Date     Condition        Report By
 NO0103  HISTORY     - 1934     MONUMENTED       CGS
 NO0103
 NO0103                          STATION DESCRIPTION
 NO0103
 NO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0103'9.6 MI N FROM THEDFORD.
 NO0103'ABOUT 9.6 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 NO0103'COURTHOUSE AT THEDFORD, THOMAS COUNTY, ABOUT 0.2 MILE SOUTH OF AN
 NO0103'S CURVE AROUND A HILL, 22 FEET EAST OF THE CENTER LINE OF THE
 NO0103'ROAD, 5.2 FEET NORTH OF A FENCE CORNER, AND 2 FEET WEST OF THE
 NO0103'FENCE.  A STANDARD DISK, STAMPED X 73 1934 AND SET IN THE TOP
 NO0103'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0080 ***********************************************************************
 NP0080  DESIGNATION -  X 74
 NP0080  PID         -  NP0080
 NP0080  STATE/COUNTY-  NE/SHERIDAN
 NP0080  COUNTRY     -  US
 NP0080  USGS QUAD   -  ARNOLD LAKE (2017)
 NP0080
 NP0080                         *CURRENT SURVEY CONTROL
 NP0080  ______________________________________________________________________
 NP0080* NAD 83(1986) POSITION- 42 14 20.     (N) 102 14 14.     (W)   SCALED
 NP0080* NAVD 88 ORTHO HEIGHT -  1194.014 (meters)     3917.36  (feet) ADJUSTED
 NP0080  ______________________________________________________________________
 NP0080  GEOID HEIGHT    -        -18.605 (meters)                     GEOID18
 NP0080  DYNAMIC HEIGHT  -       1193.354 (meters)     3915.20  (feet) COMP
 NP0080  MODELED GRAVITY -    980,027.0   (mgal)                       NAVD 88
 NP0080
 NP0080  VERT ORDER      -  SECOND    CLASS 0
 NP0080
 NP0080.The horizontal coordinates were scaled from a map and have
 NP0080.an estimated accuracy of +/- 6 seconds.
 NP0080
 NP0080.The orthometric height was determined by differential leveling and
 NP0080.adjusted by the NATIONAL GEODETIC SURVEY
 NP0080.in June 1991.
 NP0080
 NP0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0080.GEOID18 height accuracy estimate available here.
 NP0080
 NP0080.Click photographs - Photos may exist for this station.
 NP0080
 NP0080.The dynamic height is computed by dividing the NAVD 88
 NP0080.geopotential number by the normal gravity value computed on the
 NP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0080.degrees latitude (g = 980.6199 gals.).
 NP0080
 NP0080.The modeled gravity was interpolated from observed gravity values.
 NP0080
 NP0080;                    North         East    Units  Estimated Accuracy
 NP0080;SPC NE       -   269,470.      315,410.      MT  (+/- 180 meters Scaled)
 NP0080
 NP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG279799(NAD 83)
 NP0080
 NP0080                          SUPERSEDED SURVEY CONTROL
 NP0080
 NP0080  NGVD 29 (??/??/92) 1193.473  (m)         3915.59   (f) ADJ UNCH    2 0
 NP0080
 NP0080.Superseded values are not recommended for survey control.
 NP0080
 NP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0080.See file dsdata.pdf to determine how the superseded data were derived.
 NP0080
 NP0080_MARKER: DB = BENCH MARK DISK
 NP0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0080_STAMPING: X 74 1934
 NP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0080+STABILITY: SURFACE MOTION
 NP0080
 NP0080  HISTORY     - Date     Condition        Report By
 NP0080  HISTORY     - 1934     MONUMENTED       CGS
 NP0080
 NP0080                          STATION DESCRIPTION
 NP0080
 NP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0080'15.5 MI N FROM ELLSWORTH.
 NP0080'15.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO
 NP0080'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0080'COUNTY, 1.9 MILES NORTH OF A SCHOOLHOUSE, 46 FEET WEST OF THE
 NP0080'CENTER OF A CATTLE GUARD, 28 FEET NORTHWEST OF A FENCE CORNER,
 NP0080'AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED X 74
 NP0080'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0070 ***********************************************************************
 NP0070  DESIGNATION -  X 75
 NP0070  PID         -  NP0070
 NP0070  STATE/COUNTY-  NE/SHERIDAN
 NP0070  COUNTRY     -  US
 NP0070  USGS QUAD   -  GORDON (2017)
 NP0070
 NP0070                         *CURRENT SURVEY CONTROL
 NP0070  ______________________________________________________________________
 NP0070* NAD 83(1995) POSITION- 42 46 33.38139(N) 102 12 17.50412(W)   ADJUSTED
 NP0070* NAVD 88 ORTHO HEIGHT -  1106.567 (meters)     3630.46  (feet) ADJUSTED
 NP0070  ______________________________________________________________________
 NP0070  GEOID HEIGHT    -        -18.411 (meters)                     GEOID18
 NP0070  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 NP0070  DYNAMIC HEIGHT  -       1106.042 (meters)     3628.74  (feet) COMP
 NP0070  MODELED GRAVITY -    980,108.0   (mgal)                       NAVD 88
 NP0070
 NP0070  HORZ ORDER      -  SECOND
 NP0070  VERT ORDER      -  FIRST     CLASS II
 NP0070
 NP0070.The horizontal coordinates were established by classical geodetic methods
 NP0070.and adjusted by the National Geodetic Survey in August 1997.
 NP0070
 NP0070.The orthometric height was determined by differential leveling and
 NP0070.adjusted by the NATIONAL GEODETIC SURVEY
 NP0070.in June 1991.
 NP0070
 NP0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0070.GEOID18 height accuracy estimate available here.
 NP0070
 NP0070.Click photographs - Photos may exist for this station.
 NP0070
 NP0070.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0070
 NP0070.The dynamic height is computed by dividing the NAVD 88
 NP0070.geopotential number by the normal gravity value computed on the
 NP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0070.degrees latitude (g = 980.6199 gals.).
 NP0070
 NP0070.The modeled gravity was interpolated from observed gravity values.
 NP0070
 NP0070. The following values were computed from the NAD 83(1995) position.
 NP0070
 NP0070;                    North         East     Units Scale Factor Converg.
 NP0070;SPC NE       -   329,031.851   319,598.214   MT  0.99990497   -1 27 40.2
 NP0070;SPC NE       - 1,079,498.66  1,048,548.47   sFT  0.99990497   -1 27 40.2
 NP0070;UTM  13      - 4,739,723.175   728,660.327   MT  1.00024330   +1 53 56.7
 NP0070
 NP0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0070!SPC NE       -   0.99982938  x   0.99990497  =   0.99973436
 NP0070!UTM  13      -   0.99982938  x   1.00024330  =   1.00007263
 NP0070
 NP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2866039723(NAD 83)
 NP0070
 NP0070                          SUPERSEDED SURVEY CONTROL
 NP0070
 NP0070  NAD 83(1986)-  42 46 33.37361(N)    102 12 17.50784(W) AD(       ) 2
 NP0070  NAD 27      -  42 46 33.35990(N)    102 12 15.91276(W) AD(       ) 2
 NP0070  NGVD 29 (??/??/92) 1106.082  (m)         3628.87   (f) ADJ UNCH    1 2
 NP0070  NGVD 29            1106.08   (m)         3628.9    (f) LEVELING    3  
 NP0070
 NP0070.Superseded values are not recommended for survey control.
 NP0070
 NP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0070.See file dsdata.pdf to determine how the superseded data were derived.
 NP0070
 NP0070_MARKER: DB = BENCH MARK DISK
 NP0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0070_STAMPING: X 75 1934
 NP0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0070+STABILITY: SURFACE MOTION
 NP0070
 NP0070  HISTORY     - Date     Condition        Report By
 NP0070  HISTORY     - 1968     MONUMENTED       USGS
 NP0070  HISTORY     - 1957     GOOD             CGS
 NP0070
 NP0070                          STATION DESCRIPTION
 NP0070
 NP0070'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NP0070'BENCH MARK X 75 IS A STANDARD C AND GS DISK STAMPED X 75 1934
 NP0070'SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.  LOCATED
 NP0070'ABOUT 1.9 MILES S ALONG STATE HWY 27 WHICH IS A GRADED DIRT
 NP0070'ROAD FROM THE CHICAGO AND NORTHWESTERN RAILWAY STATION AT
 NP0070'GORDON, IN T32N, R24W AND IN THE NE CORNER OF SEC. 11, 69 FEET
 NP0070'SW OF THE CENTERLINE OF A ROAD JUNCTION WITH A DIRT ROAD WEST,
 NP0070'54 FEET W OF THE CENTERLINE OF THE STATE HIGHWAY, 35 FEET S
 NP0070'OF THE CENTER LINE OF A DIRT ROAD, 2-1/2 FEET NW OF A FENCE
 NP0070'CORNER POST, 2 FEET N OF A FENCE, ABOUT 3 FEET ABOVE
 NP0070'THE LEVEL OF THE STATE HIGHWAY AND 1 FOOT E OF A WHITE
 NP0070'WOODEN WITNESS POST.
 NP0070
 NP0070                          STATION RECOVERY (1957)
 NP0070
 NP0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NP0070'1.9 MI S FROM GORDON.
 NP0070'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 27 WHICH IS A GRADED
 NP0070'DIRT ROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 NP0070'AT GORDON, IN T. 32 N., R. 24 W., AND IN THE NORTHEAST CORNER
 NP0070'OF SECTION 11., 69 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 NP0070'JUNCTION WITH A DIRT ROAD WEST, 54 FEET WEST OF THE CENTER
 NP0070'LINE OF THE STATE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF
 NP0070'A DIRT ROAD, 2 1/2 FEET NORTHWEST OF A FENCE CORNER POST, 2 FEET
 NP0070'NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE STATE
 NP0070'HIGHWAY, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND IN
 NP0070'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0212 ***********************************************************************
 MN0212  DESIGNATION -  X 76
 MN0212  PID         -  MN0212
 MN0212  STATE/COUNTY-  NE/CHEYENNE
 MN0212  COUNTRY     -  US
 MN0212  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0212
 MN0212                         *CURRENT SURVEY CONTROL
 MN0212  ______________________________________________________________________
 MN0212* NAD 83(1986) POSITION- 41 12 35.     (N) 103 14 11.     (W)   SCALED
 MN0212* NAVD 88 ORTHO HEIGHT -  1315.021 (meters)     4314.36  (feet) ADJUSTED
 MN0212  ______________________________________________________________________
 MN0212  GEOID HEIGHT    -        -19.491 (meters)                     GEOID18
 MN0212  DYNAMIC HEIGHT  -       1314.073 (meters)     4311.25  (feet) COMP
 MN0212  MODELED GRAVITY -    979,857.7   (mgal)                       NAVD 88
 MN0212
 MN0212  VERT ORDER      -  SECOND    CLASS 0
 MN0212
 MN0212.The horizontal coordinates were scaled from a map and have
 MN0212.an estimated accuracy of +/- 6 seconds.
 MN0212
 MN0212.The orthometric height was determined by differential leveling and
 MN0212.adjusted by the NATIONAL GEODETIC SURVEY
 MN0212.in June 1991.
 MN0212
 MN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0212.GEOID18 height accuracy estimate available here.
 MN0212
 MN0212.Click photographs - Photos may exist for this station.
 MN0212
 MN0212.The dynamic height is computed by dividing the NAVD 88
 MN0212.geopotential number by the normal gravity value computed on the
 MN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0212.degrees latitude (g = 980.6199 gals.).
 MN0212
 MN0212.The modeled gravity was interpolated from observed gravity values.
 MN0212
 MN0212;                    North         East    Units  Estimated Accuracy
 MN0212;SPC NE       -   157,890.      228,720.      MT  (+/- 180 meters Scaled)
 MN0212
 MN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF478635(NAD 83)
 MN0212
 MN0212                          SUPERSEDED SURVEY CONTROL
 MN0212
 MN0212  NGVD 29 (??/??/92) 1314.386  (m)         4312.28   (f) ADJ UNCH    2 0
 MN0212
 MN0212.Superseded values are not recommended for survey control.
 MN0212
 MN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0212.See file dsdata.pdf to determine how the superseded data were derived.
 MN0212
 MN0212_MARKER: DB = BENCH MARK DISK
 MN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0212_STAMPING: X 76 1934
 MN0212_MARK LOGO: CGS
 MN0212_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0212+STABILITY: SURFACE MOTION
 MN0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0212+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 MN0212
 MN0212  HISTORY     - Date     Condition        Report By
 MN0212  HISTORY     - 1934     MONUMENTED       CGS
 MN0212  HISTORY     - 1963     GOOD             CGS
 MN0212  HISTORY     - 1985     GOOD             DMA
 MN0212  HISTORY     - 19961106 GOOD             NEDR
 MN0212  HISTORY     - 20160601 GOOD             INDIV
 MN0212
 MN0212                          STATION DESCRIPTION
 MN0212
 MN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0212'4.3 MI E FROM POTTER.
 MN0212'4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0212'AT POTTER, CHEYENNE COUNTY, 4-3/4 POLES WEST OF MILEPOST 422,
 MN0212'65.3 FEET SOUTH OF THE SOUTH RAIL, 14.4 FEET SOUTH OF A FENCE,
 MN0212'AND ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0212'X 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0212
 MN0212                          STATION RECOVERY (1963)
 MN0212
 MN0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0212'THIS IS THE AZIMUTH MARK FOR STATION--BUFFALO 1963--.
 MN0212'
 MN0212'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 MN0212'BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 MN0212'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 MN0212'THE DISK IS STAMPED X 76 1934.  IT IS 109 FEET NORTH OF THE
 MN0212'CENTER OF U.S. HIGHWAY 30, 27.4 FEET EAST-SOUTHEAST OF A
 MN0212'TELEPHONE POLE AND 0.5 FOOT WEST OF A METAL WITNESS POST WITH
 MN0212'A SIGN ATTACHED.
 MN0212
 MN0212                          STATION RECOVERY (1985)
 MN0212
 MN0212'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0212'RECOVERED IN GOOD CONDITION.
 MN0212
 MN0212                          STATION RECOVERY (1996)
 MN0212
 MN0212'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0212'RECOVERED IN GOOD CONDITION, 4.30 MI (6.92 KM) EAST ALONG U.S. HIGHWAY
 MN0212'30 FROM ITS JUNCTION WITH STATE ROAD 17B SPUR AT POTTER, TO THE MARK
 MN0212'ON THE RIGHT, 33.35 M (109.42 FT) NORTH OF THE CENTERLINE OF THE
 MN0212'HIGHWAY, 19.75 M (64.80 FT) SOUTH OF THE SOUTH RAIL OF THE SOUTH SET
 MN0212'OF THE UNION PACIFIC RAILROAD TRACKS, 1.960 M (6.430 FT) SOUTHEAST OF
 MN0212'A WITNESS POST FOR A FIBER OPTIC CABLE, 0.180 M (0.591 FT)
 MN0212'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST AND IN THE SW1/4, SEC01,
 MN0212'T14N, R52W.
 MN0212
 MN0212                          STATION RECOVERY (2016)
 MN0212
 MN0212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0212'RECOVERED AS DESCRIBED 
 MN0212'MP 44+55
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0555 ***********************************************************************
 MK0555  DESIGNATION -  X 77
 MK0555  PID         -  MK0555
 MK0555  STATE/COUNTY-  NE/DOUGLAS
 MK0555  COUNTRY     -  US
 MK0555  USGS QUAD   -  GRETNA (2017)
 MK0555
 MK0555                         *CURRENT SURVEY CONTROL
 MK0555  ______________________________________________________________________
 MK0555* NAD 83(1986) POSITION- 41 14 02.     (N) 096 09 24.     (W)   SCALED
 MK0555* NAVD 88 ORTHO HEIGHT -   331.293 (meters)     1086.92  (feet) ADJUSTED
 MK0555  ______________________________________________________________________
 MK0555  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 MK0555  DYNAMIC HEIGHT  -        331.153 (meters)     1086.46  (feet) COMP
 MK0555  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 MK0555
 MK0555  VERT ORDER      -  SECOND    CLASS 0
 MK0555
 MK0555.The horizontal coordinates were scaled from a map and have
 MK0555.an estimated accuracy of +/- 6 seconds.
 MK0555
 MK0555.The orthometric height was determined by differential leveling and
 MK0555.adjusted by the NATIONAL GEODETIC SURVEY
 MK0555.in June 1991.
 MK0555
 MK0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0555.GEOID18 height accuracy estimate available here.
 MK0555
 MK0555.Click photographs - Photos may exist for this station.
 MK0555
 MK0555.The dynamic height is computed by dividing the NAVD 88
 MK0555.geopotential number by the normal gravity value computed on the
 MK0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0555.degrees latitude (g = 980.6199 gals.).
 MK0555
 MK0555.The modeled gravity was interpolated from observed gravity values.
 MK0555
 MK0555;                    North         East    Units  Estimated Accuracy
 MK0555;SPC NE       -   162,660.      822,000.      MT  (+/- 180 meters Scaled)
 MK0555
 MK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL382686(NAD 83)
 MK0555
 MK0555                          SUPERSEDED SURVEY CONTROL
 MK0555
 MK0555  NGVD 29 (??/??/92)  331.202  (m)         1086.62   (f) ADJ UNCH    2 0
 MK0555
 MK0555.Superseded values are not recommended for survey control.
 MK0555
 MK0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0555.See file dsdata.pdf to determine how the superseded data were derived.
 MK0555
 MK0555_MARKER: DB = BENCH MARK DISK
 MK0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0555_STAMPING: X 77 1934
 MK0555_MARK LOGO: CGS
 MK0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0555+STABILITY: SURFACE MOTION
 MK0555
 MK0555  HISTORY     - Date     Condition        Report By
 MK0555  HISTORY     - 1934     MONUMENTED       CGS
 MK0555  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0555
 MK0555                          STATION DESCRIPTION
 MK0555
 MK0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0555'2.5 MI NW FROM MILLARD.
 MK0555'2.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD BETWEEN
 MK0555'PAPILLION AND FREMONT, NEBRASKA, AT CROSSING WITH STATE HIGHWAY
 MK0555'NO. 16, 31.3 FEET SOUTH OF FENCE, 24.6 FEET EAST OF EAST RAIL,
 MK0555'AND 1.4 FEET NORTH OF BANK OF NORTH DITCH OF HIGHWAY 16.
 MK0555
 MK0555                          STATION RECOVERY (1976)
 MK0555
 MK0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1075 ***********************************************************************
 LF1075  DESIGNATION -  X 78
 LF1075  PID         -  LF1075
 LF1075  STATE/COUNTY-  NE/CASS
 LF1075  COUNTRY     -  US
 LF1075  USGS QUAD   -  MURRAY (2017)
 LF1075
 LF1075                         *CURRENT SURVEY CONTROL
 LF1075  ______________________________________________________________________
 LF1075* NAD 83(1986) POSITION- 40 52 46.     (N) 095 55 49.     (W)   SCALED
 LF1075* NAVD 88 ORTHO HEIGHT -   356.459 (meters)     1169.48  (feet) ADJUSTED
 LF1075  ______________________________________________________________________
 LF1075  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 LF1075  DYNAMIC HEIGHT  -        356.302 (meters)     1168.97  (feet) COMP
 LF1075  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 LF1075
 LF1075  VERT ORDER      -  SECOND    CLASS 0
 LF1075
 LF1075.The horizontal coordinates were scaled from a map and have
 LF1075.an estimated accuracy of +/- 6 seconds.
 LF1075
 LF1075.The orthometric height was determined by differential leveling and
 LF1075.adjusted by the NATIONAL GEODETIC SURVEY
 LF1075.in June 1991.
 LF1075
 LF1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1075.GEOID18 height accuracy estimate available here.
 LF1075
 LF1075.Click photographs - Photos may exist for this station.
 LF1075
 LF1075.The dynamic height is computed by dividing the NAVD 88
 LF1075.geopotential number by the normal gravity value computed on the
 LF1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1075.degrees latitude (g = 980.6199 gals.).
 LF1075
 LF1075.The modeled gravity was interpolated from observed gravity values.
 LF1075
 LF1075;                    North         East    Units  Estimated Accuracy
 LF1075;SPC NE       -   124,220.      842,810.      MT  (+/- 180 meters Scaled)
 LF1075
 LF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF530295(NAD 83)
 LF1075
 LF1075                          SUPERSEDED SURVEY CONTROL
 LF1075
 LF1075  NGVD 29 (??/??/92)  356.374  (m)         1169.20   (f) ADJ UNCH    2 0
 LF1075
 LF1075.Superseded values are not recommended for survey control.
 LF1075
 LF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1075.See file dsdata.pdf to determine how the superseded data were derived.
 LF1075
 LF1075_MARKER: DB = BENCH MARK DISK
 LF1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1075_STAMPING: X 78 1935
 LF1075_MARK LOGO: CGS
 LF1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1075+STABILITY: SURFACE MOTION
 LF1075
 LF1075  HISTORY     - Date     Condition        Report By
 LF1075  HISTORY     - 1935     MONUMENTED       CGS
 LF1075  HISTORY     - 1947     MARK NOT FOUND   CGS
 LF1075
 LF1075                          STATION DESCRIPTION
 LF1075
 LF1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1075'2.5 MI S FROM MURRAY.
 LF1075'4.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1075'STATION AT UNION, CASS COUNTY, 2.5 MILES SOUTH OF MURRAY, 175
 LF1075'FEET NORTHEAST OF POLE 452+10, 135 FEET NORTHEAST OF BRIDGE 8 A,
 LF1075'AND 44.7 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 LF1075'X 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0167 ***********************************************************************
 LG0167  DESIGNATION -  X 79
 LG0167  PID         -  LG0167
 LG0167  STATE/COUNTY-  NE/CASS
 LG0167  COUNTRY     -  US
 LG0167  USGS QUAD   -  GREENWOOD (2017)
 LG0167
 LG0167                         *CURRENT SURVEY CONTROL
 LG0167  ______________________________________________________________________
 LG0167* NAD 83(1986) POSITION- 40 57 44.     (N) 096 26 31.     (W)   SCALED
 LG0167* NAVD 88 ORTHO HEIGHT -   343.895 (meters)     1128.26  (feet) ADJUSTED
 LG0167  ______________________________________________________________________
 LG0167  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 LG0167  DYNAMIC HEIGHT  -        343.756 (meters)     1127.81  (feet) COMP
 LG0167  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 LG0167
 LG0167  VERT ORDER      -  SECOND    CLASS 0
 LG0167
 LG0167.The horizontal coordinates were scaled from a map and have
 LG0167.an estimated accuracy of +/- 6 seconds.
 LG0167
 LG0167.The orthometric height was determined by differential leveling and
 LG0167.adjusted by the NATIONAL GEODETIC SURVEY
 LG0167.in June 1991.
 LG0167
 LG0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0167.GEOID18 height accuracy estimate available here.
 LG0167
 LG0167.Click photographs - Photos may exist for this station.
 LG0167
 LG0167.The dynamic height is computed by dividing the NAVD 88
 LG0167.geopotential number by the normal gravity value computed on the
 LG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0167.degrees latitude (g = 980.6199 gals.).
 LG0167
 LG0167.The modeled gravity was interpolated from observed gravity values.
 LG0167
 LG0167;                    North         East    Units  Estimated Accuracy
 LG0167;SPC NE       -   131,500.      799,360.      MT  (+/- 180 meters Scaled)
 LG0167
 LG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL152377(NAD 83)
 LG0167
 LG0167                          SUPERSEDED SURVEY CONTROL
 LG0167
 LG0167  NGVD 29 (??/??/92)  343.796  (m)         1127.94   (f) ADJ UNCH    2 0
 LG0167
 LG0167.Superseded values are not recommended for survey control.
 LG0167
 LG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0167.See file dsdata.pdf to determine how the superseded data were derived.
 LG0167
 LG0167_MARKER: DB = BENCH MARK DISK
 LG0167_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0167+WITH SETTING: PAVEMENT
 LG0167_SP_SET: SIGNAL BASE
 LG0167_STAMPING: X 79 1935
 LG0167_MARK LOGO: CGS
 LG0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0167+STABILITY: SURFACE MOTION
 LG0167
 LG0167  HISTORY     - Date     Condition        Report By
 LG0167  HISTORY     - 1935     MONUMENTED       CGS
 LG0167  HISTORY     - 20060412 MARK NOT FOUND   NEDR
 LG0167
 LG0167                          STATION DESCRIPTION
 LG0167
 LG0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0167'AT GREENWOOD.
 LG0167'AT GREENWOOD, CASS COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0167'QUINCY RAILROAD, 3.7 FEET NORTH OF THE NORTH CORNER OF THE
 LG0167'STATION, IN THE TOP OF THE NORTH CORNER OF AN OLD SIGNAL-FOUNDATION,
 LG0167'18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.8 FEET EAST
 LG0167'OF THE STATION PLATFORM.  A STANDARD DISK, STAMPED X 79 1935.
 LG0167
 LG0167                          STATION RECOVERY (2006)
 LG0167
 LG0167'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LG0167'BELIEVED DESTROYED RAIROAD STATION, SIGNAL AND PLATFORM OUR GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0074 ***********************************************************************
 MN0074  DESIGNATION -  X 8
 MN0074  PID         -  MN0074
 MN0074  STATE/COUNTY-  NE/DEUEL
 MN0074  COUNTRY     -  US
 MN0074  USGS QUAD   -  BARTON (2017)
 MN0074
 MN0074                         *CURRENT SURVEY CONTROL
 MN0074  ______________________________________________________________________
 MN0074* NAD 83(1986) POSITION- 41 02 38.     (N) 102 09 06.     (W)   SCALED
 MN0074* NAVD 88 ORTHO HEIGHT -  1041.261 (meters)     3416.20  (feet) ADJUSTED
 MN0074  ______________________________________________________________________
 MN0074  GEOID HEIGHT    -        -20.557 (meters)                     GEOID18
 MN0074  DYNAMIC HEIGHT  -       1040.585 (meters)     3413.99  (feet) COMP
 MN0074  MODELED GRAVITY -    979,939.6   (mgal)                       NAVD 88
 MN0074
 MN0074  VERT ORDER      -  FIRST     CLASS II
 MN0074
 MN0074.The horizontal coordinates were scaled from a map and have
 MN0074.an estimated accuracy of +/- 6 seconds.
 MN0074
 MN0074.The orthometric height was determined by differential leveling and
 MN0074.adjusted by the NATIONAL GEODETIC SURVEY
 MN0074.in June 1991.
 MN0074
 MN0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0074.GEOID18 height accuracy estimate available here.
 MN0074
 MN0074.Click photographs - Photos may exist for this station.
 MN0074
 MN0074.The dynamic height is computed by dividing the NAVD 88
 MN0074.geopotential number by the normal gravity value computed on the
 MN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0074.degrees latitude (g = 980.6199 gals.).
 MN0074
 MN0074.The modeled gravity was interpolated from observed gravity values.
 MN0074
 MN0074;                    North         East    Units  Estimated Accuracy
 MN0074;SPC NE       -   136,650.      319,160.      MT  (+/- 180 meters Scaled)
 MN0074
 MN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF394475(NAD 83)
 MN0074
 MN0074                          SUPERSEDED SURVEY CONTROL
 MN0074
 MN0074  NGVD 29 (??/??/92) 1040.796  (m)         3414.68   (f) ADJ UNCH    1 2
 MN0074
 MN0074.Superseded values are not recommended for survey control.
 MN0074
 MN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0074.See file dsdata.pdf to determine how the superseded data were derived.
 MN0074
 MN0074_MARKER: DB = BENCH MARK DISK
 MN0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0074_SP_SET: BRIDGE
 MN0074_STAMPING: 3414.678 X 8 1933
 MN0074_MARK LOGO: CGS
 MN0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0074
 MN0074  HISTORY     - Date     Condition        Report By
 MN0074  HISTORY     - 1933     MONUMENTED       CGS
 MN0074  HISTORY     - 1960     MARK NOT FOUND   USGS
 MN0074
 MN0074                          STATION DESCRIPTION
 MN0074
 MN0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0074'4.2 MI SW FROM BIG SPRINGS.
 MN0074'ABOUT 4.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MN0074'BIG SPRINGS, DEUEL COUNTY, AT DECK GIRDER BRIDGE 358.16, IN THE
 MN0074'TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST CONCRETE ABUTMENT,
 MN0074'AND 5 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK.  A
 MN0074'STANDARD DISK, STAMPED 3414.678 X 8 1933.  NOTE-- BRIDGE HAS BEEN
 MN0074'REBUILT RECENTLY AND MARK IS EITHER DESTROYED OR COVERED UP.
 MN0074
 MN0074                          STATION RECOVERY (1960)
 MN0074
 MN0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MN0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0966 ***********************************************************************
 MK0966  DESIGNATION -  X 81
 MK0966  PID         -  MK0966
 MK0966  STATE/COUNTY-  NE/SAUNDERS
 MK0966  COUNTRY     -  US
 MK0966  USGS QUAD   -  TOUHY (2017)
 MK0966
 MK0966                         *CURRENT SURVEY CONTROL
 MK0966  ______________________________________________________________________
 MK0966* NAD 83(1986) POSITION- 41 12 21.     (N) 096 48 47.     (W)   SCALED
 MK0966* NAVD 88 ORTHO HEIGHT -   423.407 (meters)     1389.13  (feet) ADJUSTED
 MK0966  ______________________________________________________________________
 MK0966  GEOID HEIGHT    -        -26.729 (meters)                     GEOID18
 MK0966  DYNAMIC HEIGHT  -        423.202 (meters)     1388.46  (feet) COMP
 MK0966  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 MK0966
 MK0966  VERT ORDER      -  SECOND    CLASS 0
 MK0966
 MK0966.The horizontal coordinates were scaled from a map and have
 MK0966.an estimated accuracy of +/- 6 seconds.
 MK0966
 MK0966.The orthometric height was determined by differential leveling and
 MK0966.adjusted by the NATIONAL GEODETIC SURVEY
 MK0966.in June 1991.
 MK0966
 MK0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0966.GEOID18 height accuracy estimate available here.
 MK0966
 MK0966.Click photographs - Photos may exist for this station.
 MK0966
 MK0966.The dynamic height is computed by dividing the NAVD 88
 MK0966.geopotential number by the normal gravity value computed on the
 MK0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0966.degrees latitude (g = 980.6199 gals.).
 MK0966
 MK0966.The modeled gravity was interpolated from observed gravity values.
 MK0966
 MK0966;                    North         East    Units  Estimated Accuracy
 MK0966;SPC NE       -   157,310.      767,150.      MT  (+/- 180 meters Scaled)
 MK0966
 MK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL833639(NAD 83)
 MK0966
 MK0966                          SUPERSEDED SURVEY CONTROL
 MK0966
 MK0966  NGVD 29 (??/??/92)  423.240  (m)         1388.58   (f) ADJ UNCH    2 0
 MK0966
 MK0966.Superseded values are not recommended for survey control.
 MK0966
 MK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0966.See file dsdata.pdf to determine how the superseded data were derived.
 MK0966
 MK0966_MARKER: DB = BENCH MARK DISK
 MK0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0966_STAMPING: X 81 1935
 MK0966_MARK LOGO: CGS
 MK0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0966+STABILITY: SURFACE MOTION
 MK0966
 MK0966  HISTORY     - Date     Condition        Report By
 MK0966  HISTORY     - 1935     MONUMENTED       CGS
 MK0966  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0966
 MK0966                          STATION DESCRIPTION
 MK0966
 MK0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0966'10.1 MI W FROM WAHOO.
 MK0966'10.1 MILES WEST OF POST OFFICE BY HIGHWAY ALONG NEBRASKA STATE
 MK0966'HIGHWAY 16 BETWEEN WAHOO AND BRAINARD, AT JUNCTION WITH STATE
 MK0966'HIGHWAY NUMBER 79.  191.7 FEET SOUTHEAST OF CENTER OF
 MK0966'INTERSECTION, 125.3 FEET EAST OF NORTHEAST CORNER OF FILLING
 MK0966'STATION, 31.4 FEET SOUTH OF CENTER LINE OF HIGHWAY 16, AND 3.4
 MK0966'FEET NORTH OF FENCE.
 MK0966
 MK0966                          STATION RECOVERY (1968)
 MK0966
 MK0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0966'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0482 ***********************************************************************
 LG0482  DESIGNATION -  X 82
 LG0482  PID         -  LG0482
 LG0482  STATE/COUNTY-  NE/FILLMORE
 LG0482  COUNTRY     -  US
 LG0482  USGS QUAD   -  EXETER (2017)
 LG0482
 LG0482                         *CURRENT SURVEY CONTROL
 LG0482  ______________________________________________________________________
 LG0482* NAD 83(1986) POSITION- 40 41 03.     (N) 097 23 26.     (W)   SCALED
 LG0482* NAVD 88 ORTHO HEIGHT -   478.311 (meters)     1569.26  (feet) ADJUSTED
 LG0482  ______________________________________________________________________
 LG0482  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 LG0482  DYNAMIC HEIGHT  -        478.049 (meters)     1568.40  (feet) COMP
 LG0482  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LG0482
 LG0482  VERT ORDER      -  SECOND    CLASS 0
 LG0482
 LG0482.The horizontal coordinates were scaled from a map and have
 LG0482.an estimated accuracy of +/- 6 seconds.
 LG0482
 LG0482.The orthometric height was determined by differential leveling and
 LG0482.adjusted by the NATIONAL GEODETIC SURVEY
 LG0482.in June 1991.
 LG0482
 LG0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0482.GEOID18 height accuracy estimate available here.
 LG0482
 LG0482.Click photographs - Photos may exist for this station.
 LG0482
 LG0482.The dynamic height is computed by dividing the NAVD 88
 LG0482.geopotential number by the normal gravity value computed on the
 LG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0482.degrees latitude (g = 980.6199 gals.).
 LG0482
 LG0482.The modeled gravity was interpolated from observed gravity values.
 LG0482
 LG0482;                    North         East    Units  Estimated Accuracy
 LG0482;SPC NE       -    97,800.      720,500.      MT  (+/- 180 meters Scaled)
 LG0482
 LG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL360049(NAD 83)
 LG0482
 LG0482                          SUPERSEDED SURVEY CONTROL
 LG0482
 LG0482  NGVD 29 (??/??/92)  478.140  (m)         1568.70   (f) ADJ UNCH    2 0
 LG0482
 LG0482.Superseded values are not recommended for survey control.
 LG0482
 LG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0482.See file dsdata.pdf to determine how the superseded data were derived.
 LG0482
 LG0482_MARKER: DB = BENCH MARK DISK
 LG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0482_STAMPING: X 82 1935
 LG0482_MARK LOGO: CGS
 LG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0482+STABILITY: SURFACE MOTION
 LG0482
 LG0482  HISTORY     - Date     Condition        Report By
 LG0482  HISTORY     - 1935     MONUMENTED       CGS
 LG0482  HISTORY     - 1938     GOOD             CGS
 LG0482
 LG0482                          STATION DESCRIPTION
 LG0482
 LG0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0482'3 MI SW FROM CORDOVA.
 LG0482'IN FILLMORE COUNTY, 3.0 MILES SOUTHWEST ALONG THE CHICAGO AND
 LG0482'NORTH WESTERN RAILWAY FROM THE STATION AT CORDOVA, SEWARD
 LG0482'COUNTY, 340 FEET NORTH OF MILEPOST 61, 73.7 FEET NORTHEAST OF
 LG0482'THE CENTER OF A ROAD CROSSING, 37.4 FEET SOUTHEAST OF THE
 LG0482'SOUTHEAST RAIL, AND 4.6 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 LG0482'STAMPED X 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0482
 LG0482                          STATION RECOVERY (1938)
 LG0482
 LG0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0033 ***********************************************************************
 ML0033  DESIGNATION -  X 83
 ML0033  PID         -  ML0033
 ML0033  STATE/COUNTY-  NE/BOONE
 ML0033  COUNTRY     -  US
 ML0033  USGS QUAD   -  PETERSBURG (2017)
 ML0033
 ML0033                         *CURRENT SURVEY CONTROL
 ML0033  ______________________________________________________________________
 ML0033* NAD 83(1986) POSITION- 41 46 49.     (N) 098 05 02.     (W)   SCALED
 ML0033* NAVD 88 ORTHO HEIGHT -   559.746 (meters)     1836.43  (feet) ADJUSTED
 ML0033  ______________________________________________________________________
 ML0033  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 ML0033  DYNAMIC HEIGHT  -        559.496 (meters)     1835.61  (feet) COMP
 ML0033  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 ML0033
 ML0033  VERT ORDER      -  SECOND    CLASS 0
 ML0033
 ML0033.The horizontal coordinates were scaled from a map and have
 ML0033.an estimated accuracy of +/- 6 seconds.
 ML0033
 ML0033.The orthometric height was determined by differential leveling and
 ML0033.adjusted by the NATIONAL GEODETIC SURVEY
 ML0033.in June 1991.
 ML0033
 ML0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0033.GEOID18 height accuracy estimate available here.
 ML0033
 ML0033.Click photographs - Photos may exist for this station.
 ML0033
 ML0033.The dynamic height is computed by dividing the NAVD 88
 ML0033.geopotential number by the normal gravity value computed on the
 ML0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0033.degrees latitude (g = 980.6199 gals.).
 ML0033
 ML0033.The modeled gravity was interpolated from observed gravity values.
 ML0033
 ML0033;                    North         East    Units  Estimated Accuracy
 ML0033;SPC NE       -   217,930.      659,230.      MT  (+/- 180 meters Scaled)
 ML0033
 ML0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM761257(NAD 83)
 ML0033
 ML0033                          SUPERSEDED SURVEY CONTROL
 ML0033
 ML0033  NGVD 29 (??/??/92)  559.515  (m)         1835.68   (f) ADJ UNCH    2 0
 ML0033
 ML0033.Superseded values are not recommended for survey control.
 ML0033
 ML0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0033.See file dsdata.pdf to determine how the superseded data were derived.
 ML0033
 ML0033_MARKER: DB = BENCH MARK DISK
 ML0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0033_STAMPING: X 83 1935
 ML0033_MARK LOGO: CGS
 ML0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0033+STABILITY: SURFACE MOTION
 ML0033
 ML0033  HISTORY     - Date     Condition        Report By
 ML0033  HISTORY     - 1935     MONUMENTED       CGS
 ML0033  HISTORY     - 1939     GOOD             CGS
 ML0033  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 ML0033
 ML0033                          STATION DESCRIPTION
 ML0033
 ML0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0033'1.1 MI N FROM LORETTO.
 ML0033'1.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0033'FROM THE STATION AT LORETTO, BOONE COUNTY, 182 FEET SOUTHEAST
 ML0033'OF MILEPOST 90, 180 FEET NORTH OF BRIDGE D 201, 47.8 FEET EAST
 ML0033'OF THE EAST RAIL, AND 2.4 FEET WEST OF THE FENCE.  A STANDARD
 ML0033'DISK, STAMPED X 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0033
 ML0033                          STATION RECOVERY (1939)
 ML0033
 ML0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0033'RECOVERED IN GOOD CONDITION.
 ML0033
 ML0033                          STATION RECOVERY (1981)
 ML0033
 ML0033'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 ML0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7421 ***********************************************************************
 AA7421  DESIGNATION -  X 83 RESET
 AA7421  PID         -  AA7421
 AA7421  STATE/COUNTY-  NE/BOONE
 AA7421  COUNTRY     -  US
 AA7421  USGS QUAD   -  PETERSBURG (2017)
 AA7421
 AA7421                         *CURRENT SURVEY CONTROL
 AA7421  ______________________________________________________________________
 AA7421* NAD 83(1986) POSITION- 41 46 49.     (N) 098 05 02.     (W)   SCALED
 AA7421* NAVD 88 ORTHO HEIGHT -   560.84  (+/-2cm)     1840.0   (feet) VERTCON
 AA7421  ______________________________________________________________________
 AA7421  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 AA7421  VERT ORDER      -  THIRD (See Below)
 AA7421
 AA7421.The horizontal coordinates were scaled from a map and have
 AA7421.an estimated accuracy of +/- 6 seconds.
 AA7421
 AA7421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7421
 AA7421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7421.GEOID18 height accuracy estimate available here.
 AA7421
 AA7421.The vertical order pertains to the NGVD 29 superseded value.
 AA7421
 AA7421.Click photographs - Photos may exist for this station.
 AA7421
 AA7421;                    North         East    Units  Estimated Accuracy
 AA7421;SPC NE       -   217,930.      659,230.      MT  (+/- 180 meters Scaled)
 AA7421
 AA7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM761257(NAD 83)
 AA7421
 AA7421                          SUPERSEDED SURVEY CONTROL
 AA7421
 AA7421  NGVD 29 (01/31/13)  560.62   (m)         1839.3    (f) RESET       3  
 AA7421
 AA7421.Superseded values are not recommended for survey control.
 AA7421
 AA7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7421.See file dsdata.pdf to determine how the superseded data were derived.
 AA7421
 AA7421_MARKER: DV = VERTICAL CONTROL DISK
 AA7421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7421_STAMPING: X 83 RESET 1993
 AA7421_MARK LOGO: NGS
 AA7421_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7421+STABILITY: SURFACE MOTION
 AA7421
 AA7421  HISTORY     - Date     Condition        Report By
 AA7421  HISTORY     - 1993     MONUMENTED       NEDR
 AA7421
 AA7421                          STATION DESCRIPTION
 AA7421
 AA7421'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1993 (SH)
 AA7421'TO REACH  MARK FROM THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 14,
 AA7421'GO NORTH ON HIGHWAY 14 FOR 1.2 MI (1.9 KM) TO THE MARK ON THE RIGHT.
 AA7421'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 AA7421'0.3 FT (9.1 CM) BELOW THE GROUND.  IT IS 92 FT (28.0 M) EAST OF THE
 AA7421'CENTERLINE OF THE HIGHWAY, 70.49 FT (21.49 M) NORTH-NORTHEAST OF A
 AA7421'UTILITY POLE, 5 FT (1.5 M) NORTH OF AN EAST-WEST FENCE, 4.97 FT (1.51
 AA7421'M) NORTH OF A WITNESS POST AND 12 FT (3.7 M) SOUTH OF A LINE OF TREES
 AA7421'TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1643 ***********************************************************************
 MK1643  DESIGNATION -  X 84
 MK1643  PID         -  MK1643
 MK1643  STATE/COUNTY-  NE/PLATTE
 MK1643  COUNTRY     -  US
 MK1643  USGS QUAD   -  CORNLEA (2017)
 MK1643
 MK1643                         *CURRENT SURVEY CONTROL
 MK1643  ______________________________________________________________________
 MK1643* NAD 83(1986) POSITION- 41 40 41.     (N) 097 31 28.     (W)   SCALED
 MK1643* NAVD 88 ORTHO HEIGHT -   525.512 (meters)     1724.12  (feet) ADJUSTED
 MK1643  ______________________________________________________________________
 MK1643  GEOID HEIGHT    -        -24.834 (meters)                     GEOID18
 MK1643  DYNAMIC HEIGHT  -        525.287 (meters)     1723.38  (feet) COMP
 MK1643  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 MK1643
 MK1643  VERT ORDER      -  SECOND    CLASS 0
 MK1643
 MK1643.The horizontal coordinates were scaled from a map and have
 MK1643.an estimated accuracy of +/- 6 seconds.
 MK1643
 MK1643.The orthometric height was determined by differential leveling and
 MK1643.adjusted by the NATIONAL GEODETIC SURVEY
 MK1643.in June 1991.
 MK1643
 MK1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1643.GEOID18 height accuracy estimate available here.
 MK1643
 MK1643.Click photographs - Photos may exist for this station.
 MK1643
 MK1643.The dynamic height is computed by dividing the NAVD 88
 MK1643.geopotential number by the normal gravity value computed on the
 MK1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1643.degrees latitude (g = 980.6199 gals.).
 MK1643
 MK1643.The modeled gravity was interpolated from observed gravity values.
 MK1643
 MK1643;                    North         East    Units  Estimated Accuracy
 MK1643;SPC NE       -   207,760.      706,040.      MT  (+/- 180 meters Scaled)
 MK1643
 MK1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM228150(NAD 83)
 MK1643
 MK1643                          SUPERSEDED SURVEY CONTROL
 MK1643
 MK1643  NGVD 29 (??/??/92)  525.310  (m)         1723.45   (f) ADJ UNCH    2 0
 MK1643
 MK1643.Superseded values are not recommended for survey control.
 MK1643
 MK1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1643.See file dsdata.pdf to determine how the superseded data were derived.
 MK1643
 MK1643_MARKER: DB = BENCH MARK DISK
 MK1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1643_STAMPING: X 84 1935
 MK1643_MARK LOGO: CGS
 MK1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1643+STABILITY: SURFACE MOTION
 MK1643
 MK1643  HISTORY     - Date     Condition        Report By
 MK1643  HISTORY     - 1935     MONUMENTED       CGS
 MK1643
 MK1643                          STATION DESCRIPTION
 MK1643
 MK1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1643'2.1 MI W FROM HUMPHREY.
 MK1643'2.1 MILES WEST OF HUMPHREY.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1643'RAILROAD BETWEEN ALBION AND HUMPHREY, 18 RAILS EAST OF CULVERT
 MK1643'NO. D-125 1/2, 67.4 FEET SOUTHWEST OF CROSSING, 49.7 FEET SOUTH
 MK1643'OF THE SOUTH RAIL, 3.6 FEET NORTH OF THE EAST AND WEST FENCE, 2.4
 MK1643'FEET WEST OF THE NORTH AND SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1203 ***********************************************************************
 MK1203  DESIGNATION -  X 86
 MK1203  PID         -  MK1203
 MK1203  STATE/COUNTY-  NE/COLFAX
 MK1203  COUNTRY     -  US
 MK1203  USGS QUAD   -  LEIGH (2017)
 MK1203
 MK1203                         *CURRENT SURVEY CONTROL
 MK1203  ______________________________________________________________________
 MK1203* NAD 83(1986) POSITION- 41 43 41.     (N) 097 09 45.     (W)   SCALED
 MK1203* NAVD 88 ORTHO HEIGHT -   461.237 (meters)     1513.24  (feet) ADJUSTED
 MK1203  ______________________________________________________________________
 MK1203  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 MK1203  DYNAMIC HEIGHT  -        461.044 (meters)     1512.61  (feet) COMP
 MK1203  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 MK1203
 MK1203  VERT ORDER      -  SECOND    CLASS 0
 MK1203
 MK1203.The horizontal coordinates were scaled from a map and have
 MK1203.an estimated accuracy of +/- 6 seconds.
 MK1203
 MK1203.The orthometric height was determined by differential leveling and
 MK1203.adjusted by the NATIONAL GEODETIC SURVEY
 MK1203.in June 1991.
 MK1203
 MK1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1203.GEOID18 height accuracy estimate available here.
 MK1203
 MK1203.Click photographs - Photos may exist for this station.
 MK1203
 MK1203.The dynamic height is computed by dividing the NAVD 88
 MK1203.geopotential number by the normal gravity value computed on the
 MK1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1203.degrees latitude (g = 980.6199 gals.).
 MK1203
 MK1203.The modeled gravity was interpolated from observed gravity values.
 MK1203
 MK1203;                    North         East    Units  Estimated Accuracy
 MK1203;SPC NE       -   214,240.      735,970.      MT  (+/- 180 meters Scaled)
 MK1203
 MK1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM528212(NAD 83)
 MK1203
 MK1203                          SUPERSEDED SURVEY CONTROL
 MK1203
 MK1203  NGVD 29 (??/??/92)  461.052  (m)         1512.63   (f) ADJ UNCH    2 0
 MK1203
 MK1203.Superseded values are not recommended for survey control.
 MK1203
 MK1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1203.See file dsdata.pdf to determine how the superseded data were derived.
 MK1203
 MK1203_MARKER: DB = BENCH MARK DISK
 MK1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1203_STAMPING: X 86 1935
 MK1203_MARK LOGO: CGS
 MK1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1203+STABILITY: SURFACE MOTION
 MK1203
 MK1203  HISTORY     - Date     Condition        Report By
 MK1203  HISTORY     - 1935     MONUMENTED       CGS
 MK1203
 MK1203                          STATION DESCRIPTION
 MK1203
 MK1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1203'2.3 MI SW FROM CLARKSON.
 MK1203'2.3 MILES SOUTHWEST OF CLARKSON.  ALONG THE CHICAGO AND NORTH
 MK1203'WESTERN RAILROAD BETWEEN HUMPHREY AND HOOPER, AT CROSSING
 MK1203'WHERE STATE HIGHWAY NO. 52 CROSSES TRACKS, 52.6 FEET WEST OF THE
 MK1203'WEST RAIL, 46.4 FEET WEST OF CULVERT NO. D-67 1/4, 8.5 FEET
 MK1203'SOUTHWEST OF TELEPHONE POLE, 2.4 FEET EAST OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0662 ***********************************************************************
 MJ0662  DESIGNATION -  X 88 RESET
 MJ0662  PID         -  MJ0662
 MJ0662  STATE/COUNTY-  NE/DOUGLAS
 MJ0662  COUNTRY     -  US
 MJ0662  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0662
 MJ0662                         *CURRENT SURVEY CONTROL
 MJ0662  ______________________________________________________________________
 MJ0662* NAD 83(1986) POSITION- 41 14 59.     (N) 095 55 12.     (W)   SCALED
 MJ0662* NAVD 88 ORTHO HEIGHT -   315.045 (meters)     1033.61  (feet) ADJUSTED
 MJ0662  ______________________________________________________________________
 MJ0662  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 MJ0662  DYNAMIC HEIGHT  -        314.915 (meters)     1033.18  (feet) COMP
 MJ0662  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 MJ0662
 MJ0662  VERT ORDER      -  FIRST     CLASS II
 MJ0662
 MJ0662.The horizontal coordinates were scaled from a map and have
 MJ0662.an estimated accuracy of +/- 6 seconds.
 MJ0662
 MJ0662.The orthometric height was determined by differential leveling and
 MJ0662.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0662.in June 1991.
 MJ0662
 MJ0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0662.GEOID18 height accuracy estimate available here.
 MJ0662
 MJ0662.Click photographs - Photos may exist for this station.
 MJ0662
 MJ0662.The dynamic height is computed by dividing the NAVD 88
 MJ0662.geopotential number by the normal gravity value computed on the
 MJ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0662.degrees latitude (g = 980.6199 gals.).
 MJ0662
 MJ0662.The modeled gravity was interpolated from observed gravity values.
 MJ0662
 MJ0662;                    North         East    Units  Estimated Accuracy
 MJ0662;SPC NE       -   165,320.      841,730.      MT  (+/- 180 meters Scaled)
 MJ0662
 MJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF553705(NAD 83)
 MJ0662
 MJ0662                          SUPERSEDED SURVEY CONTROL
 MJ0662
 MJ0662.No superseded survey control is available for this station.
 MJ0662
 MJ0662_MARKER: DB = BENCH MARK DISK
 MJ0662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0662_SP_SET: ABUTMENT
 MJ0662_STAMPING: X 88 RESET 1964
 MJ0662_MARK LOGO: CGS
 MJ0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0662+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1989
 MJ0662
 MJ0662  HISTORY     - Date     Condition        Report By
 MJ0662  HISTORY     - 1964     MONUMENTED       UPRR
 MJ0662  HISTORY     - 1976     GOOD             LOCSUR
 MJ0662  HISTORY     - 19890809 GOOD             NGS
 MJ0662
 MJ0662                          STATION DESCRIPTION
 MJ0662
 MJ0662'DESCRIBED BY UNION PACIFIC RAILROAD 1964
 MJ0662'AT OMAHA.
 MJ0662'AT OMAHA, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ON THE
 MJ0662'NORTHWEST CORNER OF THE NORTH SIDE OF THE WEST BACKWALL OF
 MJ0662'BRIDGE NUMBER 2.09 OVER THE MISSOURI RIVER, 8.8 FEET NORTH
 MJ0662'OF THE NORTH RAIL, AND 4.5 FEET WEST OF THE EAST FACE OF THE
 MJ0662'WEST BACKWALL.
 MJ0662
 MJ0662                          STATION RECOVERY (1976)
 MJ0662
 MJ0662'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0662'RECOVERED IN GOOD CONDITION.
 MJ0662
 MJ0662                          STATION RECOVERY (1989)
 MJ0662
 MJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0662'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OMAHA,
 MJ0662'AT THE INTERSECTION OF THE BURLINGTON NORTHERN AND THE UNION PACIFIC
 MJ0662'RAILROADS, IN THE NORTH END OF THE WEST ABUTMENT BACKWALL OF THE
 MJ0662'UNION PACIFIC RAILROAD BRIDGE SPANNING THE MISSOURI RIVER, 2.7 M (8.9
 MJ0662'FT) NORTH OF THE NEAR RAIL, 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF
 MJ0662'THE BACKWALL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0129 ***********************************************************************
 MN0129  DESIGNATION -  X 9
 MN0129  PID         -  MN0129
 MN0129  STATE/COUNTY-  NE/MORRILL
 MN0129  COUNTRY     -  US
 MN0129  USGS QUAD   -  COURTHOUSE ROCK (2017)
 MN0129
 MN0129                         *CURRENT SURVEY CONTROL
 MN0129  ______________________________________________________________________
 MN0129* NAD 83(1986) POSITION- 41 33 43.31   (N) 103 02 12.96   (W)   HD_HELD1
 MN0129* NAVD 88 ORTHO HEIGHT -  1143.721 (meters)     3752.36  (feet) ADJUSTED
 MN0129  ______________________________________________________________________
 MN0129  GEOID HEIGHT    -        -19.661 (meters)                     GEOID18
 MN0129  DYNAMIC HEIGHT  -       1142.982 (meters)     3749.93  (feet) COMP
 MN0129  MODELED GRAVITY -    979,938.1   (mgal)                       NAVD 88
 MN0129
 MN0129  VERT ORDER      -  FIRST     CLASS II
 MN0129
 MN0129.The horizontal coordinates were determined by differentially corrected
 MN0129.hand held GPS observations or other comparable positioning techniques
 MN0129.and have an estimated accuracy of +/- 3 meters.
 MN0129
 MN0129.The orthometric height was determined by differential leveling and
 MN0129.adjusted by the NATIONAL GEODETIC SURVEY
 MN0129.in June 1991.
 MN0129
 MN0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0129.GEOID18 height accuracy estimate available here.
 MN0129
 MN0129.Click photographs - Photos may exist for this station.
 MN0129
 MN0129.The dynamic height is computed by dividing the NAVD 88
 MN0129.geopotential number by the normal gravity value computed on the
 MN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0129.degrees latitude (g = 980.6199 gals.).
 MN0129
 MN0129.The modeled gravity was interpolated from observed gravity values.
 MN0129
 MN0129;                    North         East    Units  Estimated Accuracy
 MN0129;SPC NE       -   196,376.3     246,808.3     MT  (+/- 3 meters HH1 GPS) 
 MN0129
 MN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6369003011(NAD 83)
 MN0129
 MN0129                          SUPERSEDED SURVEY CONTROL
 MN0129
 MN0129  NGVD 29 (??/??/92) 1143.222  (m)         3750.72   (f) ADJ UNCH    1 2
 MN0129
 MN0129.Superseded values are not recommended for survey control.
 MN0129
 MN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0129.See file dsdata.pdf to determine how the superseded data were derived.
 MN0129
 MN0129_MARKER: DB = BENCH MARK DISK
 MN0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0129_STAMPING: X 9 1933 3750.721
 MN0129_MARK LOGO: CGS
 MN0129_PROJECTION: PROJECTING 2 CENTIMETERS
 MN0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0129+STABILITY: SURFACE MOTION
 MN0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0129+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 MN0129
 MN0129  HISTORY     - Date     Condition        Report By
 MN0129  HISTORY     - 1933     MONUMENTED       CGS
 MN0129  HISTORY     - 1934     GOOD             CGS
 MN0129  HISTORY     - 1985     GOOD             NGS
 MN0129  HISTORY     - 20121127 GOOD             GCT
 MN0129
 MN0129                          STATION DESCRIPTION
 MN0129
 MN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0129'AT ALDEN.
 MN0129'AT ALDEN, MORRILL COUNTY, 14-1/2 POLES NORTH OF CHICAGO, BURLINGTON
 MN0129'AND QUINCY RAILROAD MILEPOST 45, 8.0 MILES SOUTHEAST OF BRIDGEPORT,
 MN0129'290 FEET NORTH OF A RAILROAD DWELLING HOUSE, 280 FEET SOUTH
 MN0129'OF A PRIVATE ROAD CROSSING, AND 28 FEET WEST OF THE WEST RAIL.
 MN0129'A STANDARD DISK, STAMPED 3750.721 X 9 1933 AND SET IN THE TOP
 MN0129'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 MN0129
 MN0129                          STATION RECOVERY (1985)
 MN0129
 MN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0129'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.1 KM (11.2
 MN0129'MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON NORTHERN
 MN0129'RAILROAD STATION AT BRIDGEPORT, THENCE 4.4 KM (2.7 MI) WEST ALONG AN
 MN0129'ASPHALT ROAD, THENCE 0.81 KM (0.5 MI) NORTH ALONG AN ASPHALT ROAD,
 MN0129'0.08 KM (0.05 MI) NORTH OF A CONCRETE FOUNDATION FOR AN OLD HOUSE,
 MN0129'32.6 METERS (107 FT) SOUTHEAST OF A FENCE CORNER WHERE IT TURNS WEST,
 MN0129'18.3 METERS (60 FT) EAST OF THE CENTER OF A GRADED FIRE LANE AND 8.5
 MN0129'METERS (27.8 FT) WEST OF THE WEST RAIL.
 MN0129'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0129'THE MARK IS 0.3 M ABOVE THE TRACKS.
 MN0129
 MN0129                          STATION RECOVERY (2012)
 MN0129
 MN0129'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 MN0129'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0491 ***********************************************************************
 MN0491  DESIGNATION -  XENIA
 MN0491  PID         -  MN0491
 MN0491  STATE/COUNTY-  NE/CHEYENNE
 MN0491  COUNTRY     -  US
 MN0491  USGS QUAD   -  SIDNEY (2017)
 MN0491
 MN0491                         *CURRENT SURVEY CONTROL
 MN0491  ______________________________________________________________________
 MN0491* NAD 83(1995) POSITION- 41 14 15.22038(N) 102 55 03.47899(W)   ADJUSTED
 MN0491* NAVD 88 ORTHO HEIGHT -  1293.    (meters)     4242.    (feet) SCALED
 MN0491  ______________________________________________________________________
 MN0491  GEOID HEIGHT    -        -19.850 (meters)                     GEOID18
 MN0491  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 MN0491  HORZ ORDER      -  SECOND
 MN0491
 MN0491.The horizontal coordinates were established by classical geodetic methods
 MN0491.and adjusted by the National Geodetic Survey in August 1997.
 MN0491
 MN0491.The orthometric height was scaled from a topographic map.
 MN0491
 MN0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0491.GEOID18 height accuracy estimate available here.
 MN0491
 MN0491.Click photographs - Photos may exist for this station.
 MN0491
 MN0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0491
 MN0491. The following values were computed from the NAD 83(1995) position.
 MN0491
 MN0491;                    North         East     Units Scale Factor Converg.
 MN0491;SPC NE       -   160,030.426   255,535.138   MT  0.99966950   -1 56 00.6
 MN0491;SPC NE       -   525,033.16    838,368.20   sFT  0.99966950   -1 56 00.6
 MN0491;UTM  13      - 4,567,219.997   674,505.044   MT  0.99997479   +1 22 22.8
 MN0491
 MN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0491!SPC NE       -   0.99980040  x   0.99966950  =   0.99946996
 MN0491!UTM  13      -   0.99980040  x   0.99997479  =   0.99977519
 MN0491
 MN0491:                Primary Azimuth Mark                     Grid Az
 MN0491:SPC NE       -  XENIA AZ MK                              035 45 48.2
 MN0491:UTM  13      -  XENIA AZ MK                              032 27 24.8
 MN0491
 MN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7450567219(NAD 83)
 MN0491
 MN0491|---------------------------------------------------------------------|
 MN0491| PID    Reference Object                     Distance      Geod. Az  |
 MN0491|                                                           dddmmss.s |
 MN0491| CP9394 XENIA AZ MK                                        0334947.6 |
 MN0491| CP9395 XENIA RM 1                           11.471 METERS 09238     |
 MN0491| CP9396 XENIA RM 2                           14.274 METERS 17839     |
 MN0491|---------------------------------------------------------------------|
 MN0491
 MN0491                          SUPERSEDED SURVEY CONTROL
 MN0491
 MN0491  NAD 83(1993)-  41 14 15.22004(N)    102 55 03.47904(W) AD(       ) 2
 MN0491  NAD 83(1986)-  41 14 15.21387(N)    102 55 03.47955(W) AD(       ) 2
 MN0491  NAD 27      -  41 14 15.27460(N)    102 55 01.75620(W) AD(       ) 2
 MN0491
 MN0491.Superseded values are not recommended for survey control.
 MN0491
 MN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0491.See file dsdata.pdf to determine how the superseded data were derived.
 MN0491
 MN0491_MARKER: DS = TRIANGULATION STATION DISK
 MN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0491_STAMPING: XENIA 1963
 MN0491_MARK LOGO: CGS
 MN0491_PROJECTION: FLUSH
 MN0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0491+STABILITY: SURFACE MOTION
 MN0491
 MN0491  HISTORY     - Date     Condition        Report By
 MN0491  HISTORY     - 1963     MONUMENTED       CGS
 MN0491
 MN0491                          STATION DESCRIPTION
 MN0491
 MN0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0491'THE STATION IS LOCATED 6-3/4 MILES SOUTH-SOUTHEAST OF GURLEY,
 MN0491'AND 3-1/4 MILES EAST-NORTHEAST OF HUNTSMAN SIDING ON THE
 MN0491'C.B. AND Q. RAILROAD.  IT IS IN PASTURE LAND AT THE NORTHWEST
 MN0491'CORNER OF A ROW OF SHELTER BELT TREES, ON LAND OWNED AT
 MN0491'PRESENT BY RALPH SPEAROW.
 MN0491'
 MN0491'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0491'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE FORK AND JUNCTION
 MN0491'WITH U.S. HIGHWAY 385.  TAKE THE LEFT FORK AND GO NORTH ON
 MN0491'U.S. HIGHWAY 385 FOR 7.3 MILES TO A GRAVELED CROSSROAD WITH
 MN0491'OIL STORAGE TANKS IN THE NORTHEAST CORNER.  TURN RIGHT AND GO
 MN0491'EAST 3.0 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 MN0491'SOUTH 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0491'SOUTH 0.25 MILE TO A FARM DRIVEWAY ON THE RIGHT.  TURN WEST
 MN0491'INTO FARMYARD AND PROCEED 0.1 MILE TO PIPE AND WIRE DOUBLE
 MN0491'GATE BETWEEN TWO QUONSET BARNS.  PASS THROUGH DOUBLE GATE
 MN0491'INTO FEED LOT AND PASTURE AND GO WEST 0.05 MILE TO GATE IN
 MN0491'NORTH-SOUTH FENCE.  TURN RIGHT AND GO NORTH 0.05 MILE TO
 MN0491'FENCE CORNER AND STATION ON RIGHT.
 MN0491'
 MN0491'THE STATION MARK IS A STANDARD DISK STAMPED XENIA 1963 CEMENTED
 MN0491'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0491'SURFACE OF THE GROUND.  IT IS 5.6 FEET NORTHEAST OF A FENCE
 MN0491'CORNER POST, AND 3.9 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MN0491'POST WITH SIGN.
 MN0491'
 MN0491'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED XENIA NO
 MN0491'1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0491'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41.4 FEET
 MN0491'EAST OF THE FENCE CORNER POST, .8 FOOT NORTH OF THE WIRE
 MN0491'FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 MN0491'
 MN0491'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED XENIA
 MN0491'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0491'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 42.9 FEET SOUTH OF
 MN0491'THE FENCE CORNER POST, 1.3 FEET SOUTHEAST OF A GATE FENCE
 MN0491'POST, AND AT THE SAME ELEVATION AS THE STATION.
 MN0491'
 MN0491'THE AZIMUTH MARK IS A STANDARD DISK STAMPED XENIA 1963 CEMENTED
 MN0491'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 5 INCHES
 MN0491'ABOVE GROUND.  IT IS 34 FEET EAST OF THE CENTER OF THE GRAVELED
 MN0491'ROAD, AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 MN0491'IN THE EAST RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0079 ***********************************************************************
 MK0079  DESIGNATION -  XX 246
 MK0079  PID         -  MK0079
 MK0079  STATE/COUNTY-  NE/WASHINGTON
 MK0079  COUNTRY     -  US
 MK0079  USGS QUAD   -  BLAIR (2017)
 MK0079
 MK0079                         *CURRENT SURVEY CONTROL
 MK0079  ______________________________________________________________________
 MK0079* NAD 83(1986) POSITION- 41 30 33.     (N) 096 10 25.     (W)   SCALED
 MK0079* NAVD 88 ORTHO HEIGHT -   369.077 (meters)     1210.88  (feet) ADJUSTED
 MK0079  ______________________________________________________________________
 MK0079  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 MK0079  DYNAMIC HEIGHT  -        368.903 (meters)     1210.31  (feet) COMP
 MK0079  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 MK0079
 MK0079  VERT ORDER      -  SECOND    CLASS 0
 MK0079
 MK0079.The horizontal coordinates were scaled from a map and have
 MK0079.an estimated accuracy of +/- 6 seconds.
 MK0079
 MK0079.The orthometric height was determined by differential leveling and
 MK0079.adjusted by the NATIONAL GEODETIC SURVEY
 MK0079.in June 1991.
 MK0079
 MK0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0079.GEOID18 height accuracy estimate available here.
 MK0079
 MK0079.Click photographs - Photos may exist for this station.
 MK0079
 MK0079.The dynamic height is computed by dividing the NAVD 88
 MK0079.geopotential number by the normal gravity value computed on the
 MK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0079.degrees latitude (g = 980.6199 gals.).
 MK0079
 MK0079.The modeled gravity was interpolated from observed gravity values.
 MK0079
 MK0079;                    North         East    Units  Estimated Accuracy
 MK0079;SPC NE       -   193,130.      819,230.      MT  (+/- 180 meters Scaled)
 MK0079
 MK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL358991(NAD 83)
 MK0079
 MK0079                          SUPERSEDED SURVEY CONTROL
 MK0079
 MK0079  NGVD 29 (??/??/92)  368.926  (m)         1210.38   (f) ADJ UNCH    2 0
 MK0079
 MK0079.Superseded values are not recommended for survey control.
 MK0079
 MK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0079.See file dsdata.pdf to determine how the superseded data were derived.
 MK0079
 MK0079_MARKER: DB = BENCH MARK DISK
 MK0079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0079_SP_SET: CULVERT HEADWALL
 MK0079_STAMPING: XX 246 1947
 MK0079_MARK LOGO: CGS
 MK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0079+STABILITY: SURFACE MOTION
 MK0079
 MK0079  HISTORY     - Date     Condition        Report By
 MK0079  HISTORY     - 1947     MONUMENTED       CGS
 MK0079
 MK0079                          STATION DESCRIPTION
 MK0079
 MK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0079'3.1 MI NE FROM KENNARD.
 MK0079'3.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0079'FROM THE STATION AT KENNARD, ABOUT 9 RAILS SOUTHWEST OF MILEPOST
 MK0079'17, AT AN EAST AND WEST ROAD CROSSING, 46.0 FEET EAST OF THE EAST
 MK0079'RAIL OF THE TRACKS, 12.0 FEET NORTH OF THE CENTER LINE OF THE
 MK0079'EAST-WEST ROAD.  A BRONZE DISK SET IN THE WEST END OF THE NORTH
 MK0079'HEADWALL OF A 6.0 FOOT CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0145 ***********************************************************************
 NP0145  DESIGNATION -  Y 10
 NP0145  PID         -  NP0145
 NP0145  STATE/COUNTY-  NE/BOX BUTTE
 NP0145  COUNTRY     -  US
 NP0145  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0145
 NP0145                         *CURRENT SURVEY CONTROL
 NP0145  ______________________________________________________________________
 NP0145* NAD 83(1986) POSITION- 42 10 34.     (N) 102 56 50.     (W)   SCALED
 NP0145* NAVD 88 ORTHO HEIGHT -  1242.708 (meters)     4077.12  (feet) ADJUSTED
 NP0145  ______________________________________________________________________
 NP0145  GEOID HEIGHT    -        -18.525 (meters)                     GEOID18
 NP0145  DYNAMIC HEIGHT  -       1241.984 (meters)     4074.74  (feet) COMP
 NP0145  MODELED GRAVITY -    979,995.5   (mgal)                       NAVD 88
 NP0145
 NP0145  VERT ORDER      -  FIRST     CLASS II
 NP0145
 NP0145.The horizontal coordinates were scaled from a map and have
 NP0145.an estimated accuracy of +/- 6 seconds.
 NP0145
 NP0145.The orthometric height was determined by differential leveling and
 NP0145.adjusted by the NATIONAL GEODETIC SURVEY
 NP0145.in June 1991.
 NP0145
 NP0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0145.GEOID18 height accuracy estimate available here.
 NP0145
 NP0145.Click photographs - Photos may exist for this station.
 NP0145
 NP0145.The dynamic height is computed by dividing the NAVD 88
 NP0145.geopotential number by the normal gravity value computed on the
 NP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0145.degrees latitude (g = 980.6199 gals.).
 NP0145
 NP0145.The modeled gravity was interpolated from observed gravity values.
 NP0145
 NP0145;                    North         East    Units  Estimated Accuracy
 NP0145;SPC NE       -   264,260.      256,610.      MT  (+/- 180 meters Scaled)
 NP0145
 NP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG695713(NAD 83)
 NP0145
 NP0145                          SUPERSEDED SURVEY CONTROL
 NP0145
 NP0145  NGVD 29 (??/??/92) 1242.110  (m)         4075.16   (f) ADJ UNCH    1 2
 NP0145
 NP0145.Superseded values are not recommended for survey control.
 NP0145
 NP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0145.See file dsdata.pdf to determine how the superseded data were derived.
 NP0145
 NP0145_MARKER: DB = BENCH MARK DISK
 NP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0145_STAMPING: Y 10 1933 4074.782
 NP0145_MARK LOGO: CGS
 NP0145_PROJECTION: FLUSH
 NP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0145+STABILITY: SURFACE MOTION
 NP0145
 NP0145  HISTORY     - Date     Condition        Report By
 NP0145  HISTORY     - 1933     MONUMENTED       CGS
 NP0145  HISTORY     - 1956     GOOD             CGS
 NP0145  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0145
 NP0145                          STATION DESCRIPTION
 NP0145
 NP0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0145'7 MI NW FROM ALLIANCE.
 NP0145'7.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0145'RAILROAD FROM THE STATION AT ALLIANCE, 19 POLES SOUTHEAST OF
 NP0145'MILEPOST 373, AT A ROAD CROSSING, 36 FEET SOUTHWEST OF THE
 NP0145'SOUTHWEST RAIL, 53 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0145'HIGHWAY 2, 28 FEET NORTH OF A TELEPHONE POLE, 19 FEET SOUTH OF
 NP0145'THE CENTER LINE OF A ROAD, 1.6 FEET NORTHWEST OF A WITNESS POST,
 NP0145'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0145'GROUND, IN SECTION 5, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0145
 NP0145                          STATION RECOVERY (1985)
 NP0145
 NP0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0145'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0312 ***********************************************************************
 NP0312  DESIGNATION -  Y 11
 NP0312  PID         -  NP0312
 NP0312  STATE/COUNTY-  NE/DAWES
 NP0312  COUNTRY     -  US
 NP0312  USGS QUAD   -  CRAWFORD (2017)
 NP0312
 NP0312                         *CURRENT SURVEY CONTROL
 NP0312  ______________________________________________________________________
 NP0312* NAD 83(1986) POSITION- 42 41 15.     (N) 103 24 42.     (W)   SCALED
 NP0312* NAVD 88 ORTHO HEIGHT -  1121.078 (meters)     3678.07  (feet) ADJUSTED
 NP0312  ______________________________________________________________________
 NP0312  GEOID HEIGHT    -        -17.554 (meters)                     GEOID18
 NP0312  DYNAMIC HEIGHT  -       1120.477 (meters)     3676.10  (feet) COMP
 NP0312  MODELED GRAVITY -    980,046.1   (mgal)                       NAVD 88
 NP0312
 NP0312  VERT ORDER      -  FIRST     CLASS II
 NP0312
 NP0312.The horizontal coordinates were scaled from a map and have
 NP0312.an estimated accuracy of +/- 6 seconds.
 NP0312
 NP0312.The orthometric height was determined by differential leveling and
 NP0312.adjusted by the NATIONAL GEODETIC SURVEY
 NP0312.in June 1991.
 NP0312
 NP0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0312.GEOID18 height accuracy estimate available here.
 NP0312
 NP0312.Click photographs - Photos may exist for this station.
 NP0312
 NP0312.The dynamic height is computed by dividing the NAVD 88
 NP0312.geopotential number by the normal gravity value computed on the
 NP0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0312.degrees latitude (g = 980.6199 gals.).
 NP0312
 NP0312.The modeled gravity was interpolated from observed gravity values.
 NP0312
 NP0312;                    North         East    Units  Estimated Accuracy
 NP0312;SPC NE       -   322,420.      220,510.      MT  (+/- 180 meters Scaled)
 NP0312
 NP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH301273(NAD 83)
 NP0312
 NP0312                          SUPERSEDED SURVEY CONTROL
 NP0312
 NP0312  NGVD 29 (??/??/92) 1120.501  (m)         3676.18   (f) ADJ UNCH    1 2
 NP0312
 NP0312.Superseded values are not recommended for survey control.
 NP0312
 NP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0312.See file dsdata.pdf to determine how the superseded data were derived.
 NP0312
 NP0312_MARKER: DB = BENCH MARK DISK
 NP0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0312_STAMPING: Y 11 1933 3675.849
 NP0312_MARK LOGO: CGS
 NP0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0312+STABILITY: SURFACE MOTION
 NP0312
 NP0312  HISTORY     - Date     Condition        Report By
 NP0312  HISTORY     - 1933     MONUMENTED       CGS
 NP0312  HISTORY     - 1957     GOOD             CGS
 NP0312  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0312
 NP0312                          STATION DESCRIPTION
 NP0312
 NP0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0312'AT CRAWFORD.
 NP0312'AT CRAWFORD, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 NP0312'39.7 FEET SOUTHEAST OF THE SOUTHEAST END OF THE STATION, 50.6
 NP0312'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 2.4 FEET
 NP0312'NORTHWEST OF THE NORTHWEST EDGE OF A BRICK WALK, IN A SMALL
 NP0312'RAILROAD PARK, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0312'4 INCHES.
 NP0312
 NP0312                          STATION RECOVERY (1985)
 NP0312
 NP0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0312'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0529 ***********************************************************************
 NP0529  DESIGNATION -  Y 11 RESET
 NP0529  PID         -  NP0529
 NP0529  STATE/COUNTY-  NE/DAWES
 NP0529  COUNTRY     -  US
 NP0529  USGS QUAD   -  CRAWFORD (2017)
 NP0529
 NP0529                         *CURRENT SURVEY CONTROL
 NP0529  ______________________________________________________________________
 NP0529* NAD 83(1986) POSITION- 42 41 15.     (N) 103 24 42.     (W)   SCALED
 NP0529* NAVD 88 ORTHO HEIGHT -  1121.033 (meters)     3677.92  (feet) ADJUSTED
 NP0529  ______________________________________________________________________
 NP0529  GEOID HEIGHT    -        -17.554 (meters)                     GEOID18
 NP0529  DYNAMIC HEIGHT  -       1120.432 (meters)     3675.95  (feet) COMP
 NP0529  MODELED GRAVITY -    980,046.1   (mgal)                       NAVD 88
 NP0529
 NP0529  VERT ORDER      -  FIRST     CLASS II
 NP0529
 NP0529.The horizontal coordinates were scaled from a map and have
 NP0529.an estimated accuracy of +/- 6 seconds.
 NP0529
 NP0529.The orthometric height was determined by differential leveling and
 NP0529.adjusted by the NATIONAL GEODETIC SURVEY
 NP0529.in June 1991.
 NP0529
 NP0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0529.GEOID18 height accuracy estimate available here.
 NP0529
 NP0529.Click photographs - Photos may exist for this station.
 NP0529
 NP0529.The dynamic height is computed by dividing the NAVD 88
 NP0529.geopotential number by the normal gravity value computed on the
 NP0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0529.degrees latitude (g = 980.6199 gals.).
 NP0529
 NP0529.The modeled gravity was interpolated from observed gravity values.
 NP0529
 NP0529;                    North         East    Units  Estimated Accuracy
 NP0529;SPC NE       -   322,420.      220,510.      MT  (+/- 180 meters Scaled)
 NP0529
 NP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH301273(NAD 83)
 NP0529
 NP0529                          SUPERSEDED SURVEY CONTROL
 NP0529
 NP0529.No superseded survey control is available for this station.
 NP0529
 NP0529_MARKER: DV = VERTICAL CONTROL DISK
 NP0529_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NP0529+WITH SETTING: PAVEMENT
 NP0529_SP_SET: BASE
 NP0529_STAMPING: Y 11 RESET 1979
 NP0529_MARK LOGO: NGS
 NP0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0529+STABILITY: SURFACE MOTION
 NP0529
 NP0529  HISTORY     - Date     Condition        Report By
 NP0529  HISTORY     - 1979     MONUMENTED       BNRR
 NP0529  HISTORY     - 1985     GOOD             NGS
 NP0529  HISTORY     - 19991006 MARK NOT FOUND   NGS
 NP0529
 NP0529                          STATION DESCRIPTION
 NP0529
 NP0529'DESCRIBED BY BURLINGTON NORTHERN RR 1979
 NP0529'IN CRAWFORD.
 NP0529'IN CRAWFORD ALONG BURLINGTON NORTHERN RAILROAD, 0.7 FEET EAST OF
 NP0529'SOUTHEAST CORNER OF BURLINGTON DEPOT, IN A BRICK WALKWAY, 10.5
 NP0529'FEET NORTHWEST OF POWER POLE, 14.7 FEET NORTHWEST OF NORTHEAST
 NP0529'CORNER OF A 16 FEET BY 44 FEET SIGNAL AND SECTION HOUSE, 41.2 FEET
 NP0529'SOUTHWEST OF OUTSIDE OF SOUTHWEST RAIL SET IN ROUND CONCRETE BASE
 NP0529'PROJECTING APPROXIMATELY 2-INCH ABOVE EXISTING BRICK WALKWAY.
 NP0529
 NP0529                          STATION RECOVERY (1985)
 NP0529
 NP0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0529'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CRAWFORD,
 NP0529'AT THE BURLINGTON NORTHERN RAILROAD DEPOT, IN TOP OF A ROUND CONCRETE
 NP0529'BASE, IN THE BRICK WALKWAY, AT THE NORTHEAST CORNER OF THE RAILROAD
 NP0529'DEPOT, 12.6 METERS 41.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.2
 NP0529'METER (0.7 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE DEPOT.
 NP0529
 NP0529                          STATION RECOVERY (1999)
 NP0529
 NP0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0529'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0304 ***********************************************************************
 ML0304  DESIGNATION -  Y 116
 ML0304  PID         -  ML0304
 ML0304  STATE/COUNTY-  NE/SHERMAN
 ML0304  COUNTRY     -  US
 ML0304  USGS QUAD   -  LOUP CITY SE (2017)
 ML0304
 ML0304                         *CURRENT SURVEY CONTROL
 ML0304  ______________________________________________________________________
 ML0304* NAD 83(1986) POSITION- 41 16 58.     (N) 098 51 20.     (W)   SCALED
 ML0304* NAVD 88 ORTHO HEIGHT -   635.658 (meters)     2085.49  (feet) ADJUSTED
 ML0304  ______________________________________________________________________
 ML0304  GEOID HEIGHT    -        -24.100 (meters)                     GEOID18
 ML0304  DYNAMIC HEIGHT  -        635.331 (meters)     2084.42  (feet) COMP
 ML0304  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 ML0304
 ML0304  VERT ORDER      -  FIRST     CLASS II
 ML0304
 ML0304.The horizontal coordinates were scaled from a map and have
 ML0304.an estimated accuracy of +/- 6 seconds.
 ML0304
 ML0304.The orthometric height was determined by differential leveling and
 ML0304.adjusted by the NATIONAL GEODETIC SURVEY
 ML0304.in June 1991.
 ML0304
 ML0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0304.GEOID18 height accuracy estimate available here.
 ML0304
 ML0304.Click photographs - Photos may exist for this station.
 ML0304
 ML0304.The dynamic height is computed by dividing the NAVD 88
 ML0304.geopotential number by the normal gravity value computed on the
 ML0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0304.degrees latitude (g = 980.6199 gals.).
 ML0304
 ML0304.The modeled gravity was interpolated from observed gravity values.
 ML0304
 ML0304;                    North         East    Units  Estimated Accuracy
 ML0304;SPC NE       -   161,560.      595,840.      MT  (+/- 180 meters Scaled)
 ML0304
 ML0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL120701(NAD 83)
 ML0304
 ML0304                          SUPERSEDED SURVEY CONTROL
 ML0304
 ML0304  NGVD 29 (??/??/92)  635.411  (m)         2084.68   (f) ADJ UNCH    1 2
 ML0304
 ML0304.Superseded values are not recommended for survey control.
 ML0304
 ML0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0304.See file dsdata.pdf to determine how the superseded data were derived.
 ML0304
 ML0304_MARKER: DB = BENCH MARK DISK
 ML0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0304_STAMPING: Y 116 1935
 ML0304_MARK LOGO: CGS
 ML0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0304+STABILITY: SURFACE MOTION
 ML0304
 ML0304  HISTORY     - Date     Condition        Report By
 ML0304  HISTORY     - 1935     MONUMENTED       CGS
 ML0304  HISTORY     - 1950     GOOD             CGS
 ML0304
 ML0304                          STATION DESCRIPTION
 ML0304
 ML0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0304'4.2 MI NW FROM ASHTON.
 ML0304'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0304'RAILROAD FROM THE STATION AT ASHTON, 123 FEET NORTHWEST OF THE
 ML0304'NORTHWEST CORNER OF BRIDGE 33.17, 56 FEET EAST OF THE CENTER
 ML0304'LINE OF A PRIVATE DRIVEWAY, 40 FEET NORTH OF THE NORTH RAIL, 8.6
 ML0304'FEET SOUTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN
 ML0304'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 ML0304'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0163 ***********************************************************************
 ML0163  DESIGNATION -  Y 117
 ML0163  PID         -  ML0163
 ML0163  STATE/COUNTY-  NE/HOWARD
 ML0163  COUNTRY     -  US
 ML0163  USGS QUAD   -  WOLBACH SW (2017)
 ML0163
 ML0163                         *CURRENT SURVEY CONTROL
 ML0163  ______________________________________________________________________
 ML0163* NAD 83(1986) POSITION- 41 18 16.     (N) 098 27 05.     (W)   SCALED
 ML0163* NAVD 88 ORTHO HEIGHT -   594.135 (meters)     1949.26  (feet) ADJUSTED
 ML0163  ______________________________________________________________________
 ML0163  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 ML0163  DYNAMIC HEIGHT  -        593.838 (meters)     1948.28  (feet) COMP
 ML0163  MODELED GRAVITY -    980,105.1   (mgal)                       NAVD 88
 ML0163
 ML0163  VERT ORDER      -  SECOND    CLASS 0
 ML0163
 ML0163.The horizontal coordinates were scaled from a map and have
 ML0163.an estimated accuracy of +/- 6 seconds.
 ML0163
 ML0163.The orthometric height was determined by differential leveling and
 ML0163.adjusted by the NATIONAL GEODETIC SURVEY
 ML0163.in June 1991.
 ML0163
 ML0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0163.GEOID18 height accuracy estimate available here.
 ML0163
 ML0163.Click photographs - Photos may exist for this station.
 ML0163
 ML0163.The dynamic height is computed by dividing the NAVD 88
 ML0163.geopotential number by the normal gravity value computed on the
 ML0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0163.degrees latitude (g = 980.6199 gals.).
 ML0163
 ML0163.The modeled gravity was interpolated from observed gravity values.
 ML0163
 ML0163;                    North         East    Units  Estimated Accuracy
 ML0163;SPC NE       -   164,490.      629,640.      MT  (+/- 180 meters Scaled)
 ML0163
 ML0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL459726(NAD 83)
 ML0163
 ML0163                          SUPERSEDED SURVEY CONTROL
 ML0163
 ML0163  NGVD 29 (??/??/92)  593.891  (m)         1948.46   (f) ADJ UNCH    2 0
 ML0163
 ML0163.Superseded values are not recommended for survey control.
 ML0163
 ML0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0163.See file dsdata.pdf to determine how the superseded data were derived.
 ML0163
 ML0163_MARKER: DB = BENCH MARK DISK
 ML0163_SETTING: 0 = UNSPECIFIED SETTING
 ML0163_STAMPING: Y 117 1935
 ML0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0163
 ML0163  HISTORY     - Date     Condition        Report By
 ML0163  HISTORY     - 1935     MONUMENTED       CGS
 ML0163  HISTORY     - 1956     GOOD             CGS
 ML0163  HISTORY     - 20100601 MARK NOT FOUND   NEGS
 ML0163
 ML0163                          STATION DESCRIPTION
 ML0163
 ML0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0163'6.4 MI N FROM ST PAUL.
 ML0163'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0163'EAST FOR 0.3 MILE ALONG MAIN STREET, THENCE NORTH ALONG U.S.
 ML0163'HIGHWAY 281 FOR 6.25 MILES.  THE NEW HIGHWAY CONTINUES STRAIGHT
 ML0163'AHEAD NORTH.  BEAR LEFT AND GO NORTHWEST ON OLD HIGHWAY FOR
 ML0163'0.15 MILE TO MARK ON LEFT, 250 FEET SOUTHEAST OF A CURVE IN OLD
 ML0163'HIGHWAY, 48 FEET SOUTHWEST OF THE NORTH END OF A GUARD RAIL,
 ML0163'32.4 FEET SOUTHWEST OF THE CENTER OF OLD HIGHWAY, AND 2 FEET
 ML0163'NORTHEAST OF THE RIGHT-OF-WAY FENCE OF OLD HIGHWAY.  THE MARK
 ML0163'IS FLUSH WITH SURFACE OF THE GROUND.
 ML0163
 ML0163                          STATION RECOVERY (2010)
 ML0163
 ML0163'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0094 ***********************************************************************
 ML0094  DESIGNATION -  Y 118
 ML0094  PID         -  ML0094
 ML0094  STATE/COUNTY-  NE/WHEELER
 ML0094  COUNTRY     -  US
 ML0094  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0094
 ML0094                         *CURRENT SURVEY CONTROL
 ML0094  ______________________________________________________________________
 ML0094* NAD 83(1986) POSITION- 41 49 05.     (N) 098 27 02.     (W)   SCALED
 ML0094* NAVD 88 ORTHO HEIGHT -   670.624 (meters)     2200.21  (feet) ADJUSTED
 ML0094  ______________________________________________________________________
 ML0094  GEOID HEIGHT    -        -24.297 (meters)                     GEOID18
 ML0094  DYNAMIC HEIGHT  -        670.315 (meters)     2199.19  (feet) COMP
 ML0094  MODELED GRAVITY -    980,138.6   (mgal)                       NAVD 88
 ML0094
 ML0094  VERT ORDER      -  SECOND    CLASS 0
 ML0094
 ML0094.The horizontal coordinates were scaled from a map and have
 ML0094.an estimated accuracy of +/- 6 seconds.
 ML0094
 ML0094.The orthometric height was determined by differential leveling and
 ML0094.adjusted by the NATIONAL GEODETIC SURVEY
 ML0094.in June 1991.
 ML0094
 ML0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0094.GEOID18 height accuracy estimate available here.
 ML0094
 ML0094.Click photographs - Photos may exist for this station.
 ML0094
 ML0094.The dynamic height is computed by dividing the NAVD 88
 ML0094.geopotential number by the normal gravity value computed on the
 ML0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0094.degrees latitude (g = 980.6199 gals.).
 ML0094
 ML0094.The modeled gravity was interpolated from observed gravity values.
 ML0094
 ML0094;                    North         East    Units  Estimated Accuracy
 ML0094;SPC NE       -   221,510.      628,690.      MT  (+/- 180 meters Scaled)
 ML0094
 ML0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM456297(NAD 83)
 ML0094
 ML0094                          SUPERSEDED SURVEY CONTROL
 ML0094
 ML0094  NGVD 29 (??/??/92)  670.387  (m)         2199.43   (f) ADJ UNCH    2 0
 ML0094
 ML0094.Superseded values are not recommended for survey control.
 ML0094
 ML0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0094.See file dsdata.pdf to determine how the superseded data were derived.
 ML0094
 ML0094_MARKER: DB = BENCH MARK DISK
 ML0094_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0094_STAMPING: Y 118 1935
 ML0094_MARK LOGO: CGS
 ML0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0094
 ML0094  HISTORY     - Date     Condition        Report By
 ML0094  HISTORY     - 1935     MONUMENTED       CGS
 ML0094  HISTORY     - 1950     GOOD             CGS
 ML0094
 ML0094                          STATION DESCRIPTION
 ML0094
 ML0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0094'9.6 MI SE FROM BARTLETT.
 ML0094'9.6 MILES SOUTHEAST ALONG STATE HIGHWAY 101 FROM THE COURTHOUSE
 ML0094'AT BARLETT, AT THE TOP OF A HILL, 0.6 MILE SOUTH OF A SCHOOL,
 ML0094'49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH
 ML0094'OF THE FOURTH TELEPHONE POLE SOUTH OF AN EAST AND WEST FENCE,
 ML0094'0.8 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0094'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0132 ***********************************************************************
 MM0132  DESIGNATION -  Y 119
 MM0132  PID         -  MM0132
 MM0132  STATE/COUNTY-  NE/LOGAN
 MM0132  COUNTRY     -  US
 MM0132  USGS QUAD   -  STAPLETON NW (2017)
 MM0132
 MM0132                         *CURRENT SURVEY CONTROL
 MM0132  ______________________________________________________________________
 MM0132* NAD 83(1986) POSITION- 41 28 48.     (N) 100 41 41.     (W)   SCALED
 MM0132* NAVD 88 ORTHO HEIGHT -   921.194 (meters)     3022.28  (feet) ADJUSTED
 MM0132  ______________________________________________________________________
 MM0132  GEOID HEIGHT    -        -21.861 (meters)                     GEOID18
 MM0132  DYNAMIC HEIGHT  -        920.668 (meters)     3020.56  (feet) COMP
 MM0132  MODELED GRAVITY -    980,021.7   (mgal)                       NAVD 88
 MM0132
 MM0132  VERT ORDER      -  SECOND    CLASS 0
 MM0132
 MM0132.The horizontal coordinates were scaled from a map and have
 MM0132.an estimated accuracy of +/- 6 seconds.
 MM0132
 MM0132.The orthometric height was determined by differential leveling and
 MM0132.adjusted by the NATIONAL GEODETIC SURVEY
 MM0132.in June 1991.
 MM0132
 MM0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0132.GEOID18 height accuracy estimate available here.
 MM0132
 MM0132.Click photographs - Photos may exist for this station.
 MM0132
 MM0132.The dynamic height is computed by dividing the NAVD 88
 MM0132.geopotential number by the normal gravity value computed on the
 MM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0132.degrees latitude (g = 980.6199 gals.).
 MM0132
 MM0132.The modeled gravity was interpolated from observed gravity values.
 MM0132
 MM0132;                    North         East    Units  Estimated Accuracy
 MM0132;SPC NE       -   183,060.      442,000.      MT  (+/- 180 meters Scaled)
 MM0132
 MM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585934(NAD 83)
 MM0132
 MM0132                          SUPERSEDED SURVEY CONTROL
 MM0132
 MM0132  NGVD 29 (??/??/92)  920.864  (m)         3021.20   (f) ADJ UNCH    2 0
 MM0132
 MM0132.Superseded values are not recommended for survey control.
 MM0132
 MM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0132.See file dsdata.pdf to determine how the superseded data were derived.
 MM0132
 MM0132_MARKER: DB = BENCH MARK DISK
 MM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0132_STAMPING: Y 119 1934
 MM0132_MARK LOGO: CGS
 MM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0132+STABILITY: SURFACE MOTION
 MM0132
 MM0132  HISTORY     - Date     Condition        Report By
 MM0132  HISTORY     - 1934     MONUMENTED       CGS
 MM0132  HISTORY     - 1972     POOR             USGS
 MM0132
 MM0132                          STATION DESCRIPTION
 MM0132
 MM0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0132'10.5 MI W FROM STAPLETON.
 MM0132'ABOUT 10.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0132'COURTHOUSE AT STAPLETON, LOGAN COUNTY, AT A ROAD CROSSING, 31.6
 MM0132'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE
 MM0132'CENTER LINE OF THE ROAD, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 MM0132'FENCE.  A STANDARD DISK, STAMPED Y 119 1934 AND SET IN THE TOP
 MM0132'OF A CONCRETE POST.
 MM0132
 MM0132                          STATION RECOVERY (1972)
 MM0132
 MM0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0132'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0290 ***********************************************************************
 LG0290  DESIGNATION -  Y 12
 LG0290  PID         -  LG0290
 LG0290  STATE/COUNTY-  NE/LANCASTER
 LG0290  COUNTRY     -  US
 LG0290  USGS QUAD   -  BENNET (2017)
 LG0290
 LG0290                         *CURRENT SURVEY CONTROL
 LG0290  ______________________________________________________________________
 LG0290* NAD 83(1986) POSITION- 40 41 49.05   (N) 096 31 14.40   (W)   HD_HELD1
 LG0290* NAVD 88 ORTHO HEIGHT -   395.076 (meters)     1296.18  (feet) ADJUSTED
 LG0290  ______________________________________________________________________
 LG0290  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 LG0290  DYNAMIC HEIGHT  -        394.902 (meters)     1295.61  (feet) COMP
 LG0290  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 LG0290
 LG0290  VERT ORDER      -  FIRST     CLASS II
 LG0290
 LG0290.The horizontal coordinates were determined by differentially corrected
 LG0290.hand held GPS observations or other comparable positioning techniques
 LG0290.and have an estimated accuracy of +/- 3 meters.
 LG0290
 LG0290.The orthometric height was determined by differential leveling and
 LG0290.adjusted by the NATIONAL GEODETIC SURVEY
 LG0290.in May 1993.
 LG0290
 LG0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0290.GEOID18 height accuracy estimate available here.
 LG0290
 LG0290.Click photographs - Photos may exist for this station.
 LG0290
 LG0290.The dynamic height is computed by dividing the NAVD 88
 LG0290.geopotential number by the normal gravity value computed on the
 LG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0290.degrees latitude (g = 980.6199 gals.).
 LG0290
 LG0290.The modeled gravity was interpolated from observed gravity values.
 LG0290
 LG0290;                    North         East    Units  Estimated Accuracy
 LG0290;SPC NE       -   101,802.0     793,920.3     MT  (+/- 3 meters HH1 GPS) 
 LG0290
 LG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0947708073(NAD 83)
 LG0290
 LG0290                          SUPERSEDED SURVEY CONTROL
 LG0290
 LG0290  NAVD 88 (06/15/91)  395.062  (m)         1296.13   (f) SUPERSEDED  1 2
 LG0290  NGVD 29 (??/??/92)  394.958  (m)         1295.79   (f) ADJ UNCH    1 2
 LG0290
 LG0290.Superseded values are not recommended for survey control.
 LG0290
 LG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0290.See file dsdata.pdf to determine how the superseded data were derived.
 LG0290
 LG0290_MARKER: DB = BENCH MARK DISK
 LG0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0290_STAMPING: Y 12 1933 1295.312
 LG0290_MARK LOGO: CGS
 LG0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0290+STABILITY: SURFACE MOTION
 LG0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0290+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0290
 LG0290  HISTORY     - Date     Condition        Report By
 LG0290  HISTORY     - 1933     MONUMENTED       CGS
 LG0290  HISTORY     - 1940     GOOD             CGS
 LG0290  HISTORY     - 19911023 GOOD             NGS
 LG0290  HISTORY     - 2002     GOOD             NEDR
 LG0290
 LG0290                          STATION DESCRIPTION
 LG0290
 LG0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0290'1.6 MI NW FROM BENNET.
 LG0290'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0290'RAILROAD FROM THE STATION AT BENNET, LANCASTER COUNTY,
 LG0290'AT MILEAGE 47.4, 130 FEET WEST OF A GRAVEL ROAD PARALLELING
 LG0290'THE TRACK (OLD STATE HIGHWAY 2), AT THE CROSSING OF AN
 LG0290'EAST-AND-WEST DIRT ROAD, 51 FEET SOUTHWEST OF THE CENTER OF THE
 LG0290'CROSSING, 45 FEET SOUTH OF THE ROAD, 46 FEET WEST OF THE CENTERLINE
 LG0290'OF THE TRACK, 33 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET
 LG0290'NORTHEAST OF THE FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN
 LG0290'WITNESS POST.  A STANDARD DISK, STAMPED 1295.312 Y 12 1933
 LG0290'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0290'GROUND.
 LG0290
 LG0290                          STATION RECOVERY (1991)
 LG0290
 LG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0290'17.3 KM (10.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG0290'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.6 KM
 LG0290'(1.00 MI) SOUTHERLY ALONG SOUTH 148TH STREET, 38.6 M (126.6 FT)
 LG0290'SOUTHWEST OF THE STREET CENTER, 13.3 M (43.6 FT) SOUTHWEST OF THE
 LG0290'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 13.0 M (42.7 FT) SOUTH
 LG0290'OF THE CENTER OF SALTILLO ROAD, 5.5 M (18.0 FT) SOUTHEAST OF A FENCE
 LG0290'CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LG0290'NORTHEAST OF A FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND
 LG0290'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0290
 LG0290                          STATION RECOVERY (2002)
 LG0290
 LG0290'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0290'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0058 ***********************************************************************
 MM0058  DESIGNATION -  Y 120
 MM0058  PID         -  MM0058
 MM0058  STATE/COUNTY-  NE/CUSTER
 MM0058  COUNTRY     -  US
 MM0058  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0058
 MM0058                         *CURRENT SURVEY CONTROL
 MM0058  ______________________________________________________________________
 MM0058* NAD 83(1986) POSITION- 41 28 50.     (N) 100 02 02.     (W)   SCALED
 MM0058* NAVD 88 ORTHO HEIGHT -   891.194 (meters)     2923.86  (feet) ADJUSTED
 MM0058  ______________________________________________________________________
 MM0058  GEOID HEIGHT    -        -22.218 (meters)                     GEOID18
 MM0058  DYNAMIC HEIGHT  -        890.705 (meters)     2922.25  (feet) COMP
 MM0058  MODELED GRAVITY -    980,044.6   (mgal)                       NAVD 88
 MM0058
 MM0058  VERT ORDER      -  SECOND    CLASS 0
 MM0058
 MM0058.The horizontal coordinates were scaled from a map and have
 MM0058.an estimated accuracy of +/- 6 seconds.
 MM0058
 MM0058.The orthometric height was determined by differential leveling and
 MM0058.adjusted by the NATIONAL GEODETIC SURVEY
 MM0058.in June 1991.
 MM0058
 MM0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0058.GEOID18 height accuracy estimate available here.
 MM0058
 MM0058.Click photographs - Photos may exist for this station.
 MM0058
 MM0058.The dynamic height is computed by dividing the NAVD 88
 MM0058.geopotential number by the normal gravity value computed on the
 MM0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0058.degrees latitude (g = 980.6199 gals.).
 MM0058
 MM0058.The modeled gravity was interpolated from observed gravity values.
 MM0058
 MM0058;                    North         East    Units  Estimated Accuracy
 MM0058;SPC NE       -   182,880.      497,170.      MT  (+/- 180 meters Scaled)
 MM0058
 MM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML136926(NAD 83)
 MM0058
 MM0058                          SUPERSEDED SURVEY CONTROL
 MM0058
 MM0058  NGVD 29 (??/??/92)  890.938  (m)         2923.02   (f) ADJ UNCH    2 0
 MM0058
 MM0058.Superseded values are not recommended for survey control.
 MM0058
 MM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0058.See file dsdata.pdf to determine how the superseded data were derived.
 MM0058
 MM0058_MARKER: DB = BENCH MARK DISK
 MM0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0058_STAMPING: Y 120 1934
 MM0058_MARK LOGO: CGS
 MM0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0058+STABILITY: SURFACE MOTION
 MM0058
 MM0058  HISTORY     - Date     Condition        Report By
 MM0058  HISTORY     - 1934     MONUMENTED       CGS
 MM0058  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0058
 MM0058                          STATION DESCRIPTION
 MM0058
 MM0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0058'14.5 MI SW FROM MERNA.
 MM0058'ABOUT 14.5 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST
 MM0058'OFFICE AT MERNA, CUSTER COUNTY, NEAR THE MIDDLE OF A LONG CURVING
 MM0058'SLOPE, 45 FEET WEST OF THE SOUTH END OF A CONCRETE CULVERT,
 MM0058'AND 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 MM0058'DISK, STAMPED Y 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0058
 MM0058                          STATION RECOVERY (1972)
 MM0058
 MM0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0369 ***********************************************************************
 ML0369  DESIGNATION -  Y 121
 ML0369  PID         -  ML0369
 ML0369  STATE/COUNTY-  NE/SHERMAN
 ML0369  COUNTRY     -  US
 ML0369  USGS QUAD   -  RAVENNA NW (2017)
 ML0369
 ML0369                         *CURRENT SURVEY CONTROL
 ML0369  ______________________________________________________________________
 ML0369* NAD 83(1986) POSITION- 41 12 12.     (N) 098 54 45.     (W)   SCALED
 ML0369* NAVD 88 ORTHO HEIGHT -   618.369 (meters)     2028.77  (feet) ADJUSTED
 ML0369  ______________________________________________________________________
 ML0369  GEOID HEIGHT    -        -24.046 (meters)                     GEOID18
 ML0369  DYNAMIC HEIGHT  -        618.054 (meters)     2027.73  (feet) COMP
 ML0369  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 ML0369
 ML0369  VERT ORDER      -  SECOND    CLASS 0
 ML0369
 ML0369.The horizontal coordinates were scaled from a map and have
 ML0369.an estimated accuracy of +/- 6 seconds.
 ML0369
 ML0369.The orthometric height was determined by differential leveling and
 ML0369.adjusted by the NATIONAL GEODETIC SURVEY
 ML0369.in June 1991.
 ML0369
 ML0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0369.GEOID18 height accuracy estimate available here.
 ML0369
 ML0369.Click photographs - Photos may exist for this station.
 ML0369
 ML0369.The dynamic height is computed by dividing the NAVD 88
 ML0369.geopotential number by the normal gravity value computed on the
 ML0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0369.degrees latitude (g = 980.6199 gals.).
 ML0369
 ML0369.The modeled gravity was interpolated from observed gravity values.
 ML0369
 ML0369;                    North         East    Units  Estimated Accuracy
 ML0369;SPC NE       -   152,680.      591,180.      MT  (+/- 180 meters Scaled)
 ML0369
 ML0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL073613(NAD 83)
 ML0369
 ML0369                          SUPERSEDED SURVEY CONTROL
 ML0369
 ML0369  NGVD 29 (??/??/92)  618.128  (m)         2027.97   (f) ADJ UNCH    2 0
 ML0369
 ML0369.Superseded values are not recommended for survey control.
 ML0369
 ML0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0369.See file dsdata.pdf to determine how the superseded data were derived.
 ML0369
 ML0369_MARKER: DB = BENCH MARK DISK
 ML0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0369_STAMPING: Y 121 1935
 ML0369_MARK LOGO: CGS
 ML0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0369+STABILITY: SURFACE MOTION
 ML0369
 ML0369  HISTORY     - Date     Condition        Report By
 ML0369  HISTORY     - 1935     MONUMENTED       CGS
 ML0369  HISTORY     - 1949     GOOD             CGS
 ML0369  HISTORY     - 1985     GOOD             NGS
 ML0369
 ML0369                          STATION DESCRIPTION
 ML0369
 ML0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0369'5.9 MI SE FROM LOUP CITY.
 ML0369'5.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0369'STATION AT LOUP CITY, ABOUT 8 1/2 RAILS NORTHWEST OF MILEPOST
 ML0369'NO. 33, AT A ROAD CROSING, ABOUT 190 FEET SOUTHWEST OF THE CENTER
 ML0369'LINE OF STATE HIGHWAY NO. 58, 68 FEET NORTHWEST OF R.E.A. POLE
 ML0369'NO. 31, 35 AND 10, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ML0369'45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 1.3 FEET
 ML0369'SOUTHEAST OF A REFERENCE POST, 2 FEET NORTHEAST OF A FENCE, SET
 ML0369'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0369'NOTE-- AUSTIN SIDING WHICH IS MENTIONED IN THE DESCRIPTIONS
 ML0369'NO LONGER EXISTS.
 ML0369
 ML0369                          STATION RECOVERY (1985)
 ML0369
 ML0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0369'3.54 KM (2.2 MI) EAST ALONG STATE HIGHWAY 58, 92, FROM ITS JUNCTION
 ML0369'WITH STATE HIGHWAY 10, IN LOUP CITY, THENCE 7.40 KM (4.6 MI) RIGHT
 ML0369'AND SOUTHEAST ALONG STATE HIGHWAY 58 TO AND OLD SCHOOL HOUSE ON THE
 ML0369'LEFT AND THE BENCH MARK ON THE RIGHT, AT A FIELD ROAD, 57.9 M (190
 ML0369'FT) SOUTHWEST FROM THE HIGHWAY, 20.72 M (68.0 FT) NORTHWEST FROM AN
 ML0369'REA CO-OP POWER POLE NUMBERED 31 35 10, 13.7 M (45.0 FT) NORTH FROM
 ML0369'THE CENTERLINE OF A TRACK ROAD, IN A WILD PLUM THICKET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0583 ***********************************************************************
 LH0583  DESIGNATION -  Y 122
 LH0583  PID         -  LH0583
 LH0583  STATE/COUNTY-  NE/BUFFALO
 LH0583  COUNTRY     -  US
 LH0583  USGS QUAD   -  KEARNEY (2017)
 LH0583
 LH0583                         *CURRENT SURVEY CONTROL
 LH0583  ______________________________________________________________________
 LH0583* NAD 83(1986) POSITION- 40 44 33.     (N) 099 04 59.     (W)   SCALED
 LH0583* NAVD 88 ORTHO HEIGHT -   658.657 (meters)     2160.94  (feet) ADJUSTED
 LH0583  ______________________________________________________________________
 LH0583  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 LH0583  DYNAMIC HEIGHT  -        658.288 (meters)     2159.73  (feet) COMP
 LH0583  MODELED GRAVITY -    980,042.3   (mgal)                       NAVD 88
 LH0583
 LH0583  VERT ORDER      -  SECOND    CLASS 0
 LH0583
 LH0583.The horizontal coordinates were scaled from a map and have
 LH0583.an estimated accuracy of +/- 6 seconds.
 LH0583
 LH0583.The orthometric height was determined by differential leveling and
 LH0583.adjusted by the NATIONAL GEODETIC SURVEY
 LH0583.in June 1991.
 LH0583
 LH0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0583.GEOID18 height accuracy estimate available here.
 LH0583
 LH0583.Click photographs - Photos may exist for this station.
 LH0583
 LH0583.The dynamic height is computed by dividing the NAVD 88
 LH0583.geopotential number by the normal gravity value computed on the
 LH0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0583.degrees latitude (g = 980.6199 gals.).
 LH0583
 LH0583.The modeled gravity was interpolated from observed gravity values.
 LH0583
 LH0583;                    North         East    Units  Estimated Accuracy
 LH0583;SPC NE       -   101,350.      577,430.      MT  (+/- 180 meters Scaled)
 LH0583
 LH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929101(NAD 83)
 LH0583
 LH0583                          SUPERSEDED SURVEY CONTROL
 LH0583
 LH0583  NGVD 29 (??/??/92)  658.090  (m)         2159.08   (f) ADJ UNCH    2 0
 LH0583
 LH0583.Superseded values are not recommended for survey control.
 LH0583
 LH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0583.See file dsdata.pdf to determine how the superseded data were derived.
 LH0583
 LH0583_MARKER: DB = BENCH MARK DISK
 LH0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0583_STAMPING: Y 122 1935
 LH0583_MARK LOGO: CGS
 LH0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0583+STABILITY: SURFACE MOTION
 LH0583
 LH0583  HISTORY     - Date     Condition        Report By
 LH0583  HISTORY     - 1935     MONUMENTED       CGS
 LH0583  HISTORY     - 1949     MARK NOT FOUND   CGS
 LH0583  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0583
 LH0583                          STATION DESCRIPTION
 LH0583
 LH0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0583'3.4 MI N FROM KEARNEY.
 LH0583'3.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0583'KEARNEY, BUFFALO COUNTY, 400 FEET NORTH OF THE JUNCTION OF STATE
 LH0583'HIGHWAY 40, AT THE CROSSING OF THE UNION PACIFIC RAILROAD, 125
 LH0583'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 30 FEET EAST
 LH0583'OF THE CENTER LINE OF THE HIGHWAY, AND AT THE EDGE OF THE RAILROAD
 LH0583'RIGHT-OF-WAY.  A STANDARD DISK, STAMPED Y 122 1935 AND SET IN
 LH0583'THE TOP OF A CONCRETE POST.  NOTE-- A NEW MARK, Q 295, WAS SET
 LH0583'AT THE RAILROAD CROSSING.
 LH0583
 LH0583                          STATION RECOVERY (1949)
 LH0583
 LH0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0583'MARK NOT FOUND.
 LH0583
 LH0583                          STATION RECOVERY (2005)
 LH0583
 LH0583'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0583'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0253 ***********************************************************************
 NN0253  DESIGNATION -  Y 126
 NN0253  PID         -  NN0253
 NN0253  STATE/COUNTY-  NE/HOLT
 NN0253  COUNTRY     -  US
 NN0253  USGS QUAD   -  EMMET SW (2017)
 NN0253
 NN0253                         *CURRENT SURVEY CONTROL
 NN0253  ______________________________________________________________________
 NN0253* NAD 83(1986) POSITION- 42 19 12.     (N) 098 57 49.     (W)   SCALED
 NN0253* NAVD 88 ORTHO HEIGHT -   667.603 (meters)     2190.29  (feet) ADJUSTED
 NN0253  ______________________________________________________________________
 NN0253  GEOID HEIGHT    -        -23.836 (meters)                     GEOID18
 NN0253  DYNAMIC HEIGHT  -        667.321 (meters)     2189.37  (feet) COMP
 NN0253  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 NN0253
 NN0253  VERT ORDER      -  SECOND    CLASS 0
 NN0253
 NN0253.The horizontal coordinates were scaled from a map and have
 NN0253.an estimated accuracy of +/- 6 seconds.
 NN0253
 NN0253.The orthometric height was determined by differential leveling and
 NN0253.adjusted by the NATIONAL GEODETIC SURVEY
 NN0253.in June 1991.
 NN0253
 NN0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0253.GEOID18 height accuracy estimate available here.
 NN0253
 NN0253.Click photographs - Photos may exist for this station.
 NN0253
 NN0253.The dynamic height is computed by dividing the NAVD 88
 NN0253.geopotential number by the normal gravity value computed on the
 NN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0253.degrees latitude (g = 980.6199 gals.).
 NN0253
 NN0253.The modeled gravity was interpolated from observed gravity values.
 NN0253
 NN0253;                    North         East    Units  Estimated Accuracy
 NN0253;SPC NE       -   276,610.      585,410.      MT  (+/- 180 meters Scaled)
 NN0253
 NN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM029853(NAD 83)
 NN0253
 NN0253                          SUPERSEDED SURVEY CONTROL
 NN0253
 NN0253  NGVD 29 (??/??/92)  667.360  (m)         2189.50   (f) ADJ UNCH    2 0
 NN0253
 NN0253.Superseded values are not recommended for survey control.
 NN0253
 NN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0253.See file dsdata.pdf to determine how the superseded data were derived.
 NN0253
 NN0253_MARKER: DB = BENCH MARK DISK
 NN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0253_STAMPING: Y 126 1935
 NN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0253+STABILITY: SURFACE MOTION
 NN0253
 NN0253  HISTORY     - Date     Condition        Report By
 NN0253  HISTORY     - 1935     MONUMENTED       CGS
 NN0253  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0253
 NN0253                          STATION DESCRIPTION
 NN0253
 NN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0253'14.2 MI S FROM ATKINSON.
 NN0253'14.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0253'ATKINSON, HOLT COUNTY, 225 FEET SOUTH OF THE SOUTHWEST CORNER
 NN0253'OF A WOODEN BRIDGE, AT THE JUNCTION OF A ROAD LEADING WEST, 71.8
 NN0253'FEET NORTH OF THE CENTER LINE OF THE ROAD, 30.8 FEET WEST OF THE
 NN0253'CENTER LINE OF THE HIGHWAY, AND 7.6 FEET WEST OF A CORNER POST.
 NN0253'A STANDARD DISK, STAMPED Y 126 1935 AND SET IN THE TOP OF A
 NN0253'CONCRETE POST.
 NN0253
 NN0253                          STATION RECOVERY (1964)
 NN0253
 NN0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1341 ***********************************************************************
 NM1341  DESIGNATION -  Y 128
 NM1341  PID         -  NM1341
 NM1341  STATE/COUNTY-  NE/MADISON
 NM1341  COUNTRY     -  US
 NM1341  USGS QUAD   -  PIERCE SE (2017)
 NM1341
 NM1341                         *CURRENT SURVEY CONTROL
 NM1341  ______________________________________________________________________
 NM1341* NAD 83(1986) POSITION- 42 00 13.     (N) 097 30 11.     (W)   SCALED
 NM1341* NAVD 88 ORTHO HEIGHT -   471.012 (meters)     1545.31  (feet) ADJUSTED
 NM1341  ______________________________________________________________________
 NM1341  GEOID HEIGHT    -        -24.780 (meters)                     GEOID18
 NM1341  DYNAMIC HEIGHT  -        470.825 (meters)     1544.70  (feet) COMP
 NM1341  MODELED GRAVITY -    980,210.8   (mgal)                       NAVD 88
 NM1341
 NM1341  VERT ORDER      -  SECOND    CLASS 0
 NM1341
 NM1341.The horizontal coordinates were scaled from a map and have
 NM1341.an estimated accuracy of +/- 6 seconds.
 NM1341
 NM1341.The orthometric height was determined by differential leveling and
 NM1341.adjusted by the NATIONAL GEODETIC SURVEY
 NM1341.in June 1991.
 NM1341
 NM1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1341.GEOID18 height accuracy estimate available here.
 NM1341
 NM1341.Click photographs - Photos may exist for this station.
 NM1341
 NM1341.The dynamic height is computed by dividing the NAVD 88
 NM1341.geopotential number by the normal gravity value computed on the
 NM1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1341.degrees latitude (g = 980.6199 gals.).
 NM1341
 NM1341.The modeled gravity was interpolated from observed gravity values.
 NM1341
 NM1341;                    North         East    Units  Estimated Accuracy
 NM1341;SPC NE       -   243,950.      706,770.      MT  (+/- 180 meters Scaled)
 NM1341
 NM1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM239512(NAD 83)
 NM1341
 NM1341                          SUPERSEDED SURVEY CONTROL
 NM1341
 NM1341  NGVD 29 (??/??/92)  470.838  (m)         1544.74   (f) ADJ UNCH    2 0
 NM1341
 NM1341.Superseded values are not recommended for survey control.
 NM1341
 NM1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1341.See file dsdata.pdf to determine how the superseded data were derived.
 NM1341
 NM1341_MARKER: DB = BENCH MARK DISK
 NM1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1341_STAMPING: Y 128 1935
 NM1341_MARK LOGO: CGS
 NM1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1341+STABILITY: SURFACE MOTION
 NM1341
 NM1341  HISTORY     - Date     Condition        Report By
 NM1341  HISTORY     - 1935     MONUMENTED       CGS
 NM1341
 NM1341                          STATION DESCRIPTION
 NM1341
 NM1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1341'5.7 MI W FROM NORFOLK.
 NM1341'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN AND
 NM1341'NORFOLK, 900 FEET SOUTHWEST OF STATION SIGN KENT SIDING, 36 FEET
 NM1341'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 36 FEET SOUTHEAST OF
 NM1341'THE SOUTHEAST RAIL OF THE MAIN TRACK, 9.5 FEET NORTHWEST OF THE
 NM1341'RIGHT OF WAY FENCE, OPPOSITE SWITCH STAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0311 ***********************************************************************
 LG0311  DESIGNATION -  Y 13
 LG0311  PID         -  LG0311
 LG0311  STATE/COUNTY-  NE/LANCASTER
 LG0311  COUNTRY     -  US
 LG0311  USGS QUAD   -  LINCOLN (2017)
 LG0311
 LG0311                         *CURRENT SURVEY CONTROL
 LG0311  ______________________________________________________________________
 LG0311* NAD 83(1986) POSITION- 40 48 32.69   (N) 096 42 03.14   (W)   HD_HELD1
 LG0311* NAVD 88 ORTHO HEIGHT -   362.479 (meters)     1189.23  (feet) ADJUSTED
 LG0311  ______________________________________________________________________
 LG0311  GEOID HEIGHT    -        -26.021 (meters)                     GEOID18
 LG0311  DYNAMIC HEIGHT  -        362.319 (meters)     1188.71  (feet) COMP
 LG0311  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 LG0311
 LG0311  VERT ORDER      -  FIRST     CLASS II
 LG0311
 LG0311.The horizontal coordinates were determined by differentially corrected
 LG0311.hand held GPS observations or other comparable positioning techniques
 LG0311.and have an estimated accuracy of +/- 3 meters.
 LG0311
 LG0311.The orthometric height was determined by differential leveling and
 LG0311.adjusted by the NATIONAL GEODETIC SURVEY
 LG0311.in May 1993.
 LG0311
 LG0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0311.GEOID18 height accuracy estimate available here.
 LG0311
 LG0311.Click photographs - Photos may exist for this station.
 LG0311
 LG0311.The dynamic height is computed by dividing the NAVD 88
 LG0311.geopotential number by the normal gravity value computed on the
 LG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0311.degrees latitude (g = 980.6199 gals.).
 LG0311
 LG0311.The modeled gravity was interpolated from observed gravity values.
 LG0311
 LG0311;                    North         East    Units  Estimated Accuracy
 LG0311;SPC NE       -   113,644.1     778,230.0     MT  (+/- 3 meters HH1 GPS) 
 LG0311
 LG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9392420107(NAD 83)
 LG0311
 LG0311                          SUPERSEDED SURVEY CONTROL
 LG0311
 LG0311  NAVD 88 (06/15/91)  362.467  (m)         1189.19   (f) SUPERSEDED  1 2
 LG0311  NGVD 29 (??/??/92)  362.371  (m)         1188.88   (f) ADJ UNCH    1 2
 LG0311
 LG0311.Superseded values are not recommended for survey control.
 LG0311
 LG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0311.See file dsdata.pdf to determine how the superseded data were derived.
 LG0311
 LG0311_MARKER: DB = BENCH MARK DISK
 LG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0311_STAMPING: 1188.364 Y 13 1933
 LG0311_MARK LOGO: CGS
 LG0311_PROJECTION: RECESSED 5 CENTIMETERS
 LG0311_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0311+STABILITY: SURFACE MOTION
 LG0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0311+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2020
 LG0311
 LG0311  HISTORY     - Date     Condition        Report By
 LG0311  HISTORY     - 1933     MONUMENTED       CGS
 LG0311  HISTORY     - 1940     GOOD             CGS
 LG0311  HISTORY     - 1990     GOOD             USPSQD
 LG0311  HISTORY     - 19911023 GOOD             NGS
 LG0311  HISTORY     - 20030809 GOOD             USPSQD
 LG0311  HISTORY     - 20200225 GOOD             NEGS
 LG0311  HISTORY     - 20200312 GOOD             NEGS
 LG0311
 LG0311                          STATION DESCRIPTION
 LG0311
 LG0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0311'AT LINCOLN.
 LG0311'AT LINCOLN, LANCASTER COUNTY, NORTHWEST OF THE STATE CAPITOL
 LG0311'BUILDING, 45 FEET EAST OF THE EAST WALK OF SOUTH FOURTEENTH
 LG0311'STREET, 1 FOOT NORTH OF THE SOUTH WALK OF K STREET, 14 FEET
 LG0311'WEST OF AN ORNAMENTAL LAMPPOST, AND IN A GRASS PLOT.  A STANDARD
 LG0311'DISK, STAMPED 1188.364 Y 13 1933 AND SET IN THE TOP OF A CONCRETE
 LG0311'POST FLUSH WITH THE GROUND.
 LG0311
 LG0311                          STATION RECOVERY (1990)
 LG0311
 LG0311'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0311'RECOVERED IN GOOD CONDITION.
 LG0311
 LG0311                          STATION RECOVERY (1991)
 LG0311
 LG0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0311'IN LINCOLN, AT THE INTERSECTION OF SOUTH 14TH AND K STREETS, 57.4 M
 LG0311'(188.3 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE STATE
 LG0311'CAPITAL BUILDING, 18.8 M (61.7 FT) EAST OF THE EAST CURB OF 14TH
 LG0311'STREET, 3.7 M (12.1 FT) SOUTH OF AND LEVEL WITH THE SOUTH CURB OF K
 LG0311'STREET, 4.2 M (13.8 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE, 0.2 M
 LG0311'(0.7 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS
 LG0311'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LG0311
 LG0311                          STATION RECOVERY (2003)
 LG0311
 LG0311'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0311'RECOVERED IN GOOD CONDITION.
 LG0311
 LG0311                          STATION RECOVERY (2020)
 LG0311
 LG0311'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0311'THE MARK IS LOCATED AT SOUTH 14TH AND K ST. NEAR THE NORTHWEST CORNER
 LG0311'OF THE NEBRASKA STATE CAPITOL BUILDING LAWN, 61.7 FT (18.8 M) EAST OF
 LG0311'THE EAST CURB OF 14TH ST., 12.1 FT (3.7 M) SOUTH OF THE SOUTH CURB OF
 LG0311'K ST., 13.8 FT (4.2 M) WEST-SOUTHWEST OF AN ORNAMENTAL LIGHT POLE AND
 LG0311'0.7 FT (21 CM) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 LG0311
 LG0311                          STATION RECOVERY (2020)
 LG0311
 LG0311'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (DM)
 LG0311'POINT IS LOCATED AT SOUTH 14TH AND K ST. NEAR THE NORTHWEST CORNER OF
 LG0311'THE NEBRASKA STATE CAPITOL BUILDING LAWN, 12.7 FT (3.9 M) SOUTH OF
 LG0311'CURB OF K ST, 61.7 FT (18.8 M) EAST OF THE EAST CURB OF 14TH ST., 13.8
 LG0311'FT (4.2 M) WEST-SOUTHWEST OF AN ORNAMENTAL LIGHT POLE, 12.1 FT (3.7 M)
 LG0311'SOUTH OF THE SOUTH CURB OF K ST. AND 0.7 FT (21 CM) NORTH OF THE NORTH
 LG0311'EDGE OF A SIDEWALK MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0885 ***********************************************************************
 MK0885  DESIGNATION -  Y 130
 MK0885  PID         -  MK0885
 MK0885  STATE/COUNTY-  NE/DODGE
 MK0885  COUNTRY     -  US
 MK0885  USGS QUAD   -  FREMONT WEST (2017)
 MK0885
 MK0885                         *CURRENT SURVEY CONTROL
 MK0885  ______________________________________________________________________
 MK0885* NAD 83(1986) POSITION- 41 27 00.0    (N) 096 35 43.3    (W)   HD_HELD2
 MK0885* NAVD 88 ORTHO HEIGHT -   373.417 (meters)     1225.12  (feet) ADJUSTED
 MK0885  ______________________________________________________________________
 MK0885  GEOID HEIGHT    -        -26.746 (meters)                     GEOID18
 MK0885  DYNAMIC HEIGHT  -        373.250 (meters)     1224.57  (feet) COMP
 MK0885  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 MK0885
 MK0885  VERT ORDER      -  SECOND    CLASS 0
 MK0885
 MK0885.The horizontal coordinates were established by autonomous hand held GPS
 MK0885.observations and have an estimated accuracy of +/- 10 meters.
 MK0885
 MK0885.The orthometric height was determined by differential leveling and
 MK0885.adjusted by the NATIONAL GEODETIC SURVEY
 MK0885.in June 1991.
 MK0885
 MK0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0885.GEOID18 height accuracy estimate available here.
 MK0885
 MK0885.Click photographs - Photos may exist for this station.
 MK0885
 MK0885.The dynamic height is computed by dividing the NAVD 88
 MK0885.geopotential number by the normal gravity value computed on the
 MK0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0885.degrees latitude (g = 980.6199 gals.).
 MK0885
 MK0885.The modeled gravity was interpolated from observed gravity values.
 MK0885
 MK0885;                    North         East    Units  Estimated Accuracy
 MK0885;SPC NE       -   185,090.      784,322.      MT  (+/- 10 meters HH2 GPS)
 MK0885
 MK0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0085991504(NAD 83)
 MK0885
 MK0885                          SUPERSEDED SURVEY CONTROL
 MK0885
 MK0885  NGVD 29 (??/??/92)  373.268  (m)         1224.63   (f) ADJ UNCH    2 0
 MK0885
 MK0885.Superseded values are not recommended for survey control.
 MK0885
 MK0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0885.See file dsdata.pdf to determine how the superseded data were derived.
 MK0885
 MK0885_MARKER: DB = BENCH MARK DISK
 MK0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0885_SP_SET: BRIDGE ABUTMENT
 MK0885_STAMPING: Y 130 1935
 MK0885_MARK LOGO: CGS
 MK0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0885
 MK0885  HISTORY     - Date     Condition        Report By
 MK0885  HISTORY     - 1935     MONUMENTED       CGS
 MK0885  HISTORY     - 1950     GOOD             CGS
 MK0885
 MK0885                          STATION DESCRIPTION
 MK0885
 MK0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0885'1.6 MI E FROM AMES.
 MK0885'1.65 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0885'CO-OP ELEVATOR AT AMES, AT A STEEL RAILROAD BRIDGE, 10 RAILS EAST
 MK0885'OF A SIGNAL TOWER WHICH IS AT THE CROSSING OF THE UNION PACIFIC
 MK0885'RAILROAD AND THE CHICAGO AND NORTH WESTERN RAILROAD, 29.3 FEET
 MK0885'SOUTH OF A TELEPHONE POLE, 13.2 FEET SOUTHWEST OF A SIGNAL
 MK0885'STAND, 6 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET
 MK0885'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE,
 MK0885'1 FOOT BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1095 ***********************************************************************
 MK1095  DESIGNATION -  Y 132
 MK1095  PID         -  MK1095
 MK1095  STATE/COUNTY-  NE/DODGE
 MK1095  COUNTRY     -  US
 MK1095  USGS QUAD   -  SNYDER (2017)
 MK1095
 MK1095                         *CURRENT SURVEY CONTROL
 MK1095  ______________________________________________________________________
 MK1095* NAD 83(1986) POSITION- 41 42 46.     (N) 096 52 01.     (W)   SCALED
 MK1095* NAVD 88 ORTHO HEIGHT -   419.760 (meters)     1377.16  (feet) ADJUSTED
 MK1095  ______________________________________________________________________
 MK1095  GEOID HEIGHT    -        -25.437 (meters)                     GEOID18
 MK1095  DYNAMIC HEIGHT  -        419.593 (meters)     1376.61  (feet) COMP
 MK1095  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 MK1095
 MK1095  VERT ORDER      -  SECOND    CLASS 0
 MK1095
 MK1095.The horizontal coordinates were scaled from a map and have
 MK1095.an estimated accuracy of +/- 6 seconds.
 MK1095
 MK1095.The orthometric height was determined by differential leveling and
 MK1095.adjusted by the NATIONAL GEODETIC SURVEY
 MK1095.in June 1991.
 MK1095
 MK1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1095.GEOID18 height accuracy estimate available here.
 MK1095
 MK1095.Click photographs - Photos may exist for this station.
 MK1095
 MK1095.The dynamic height is computed by dividing the NAVD 88
 MK1095.geopotential number by the normal gravity value computed on the
 MK1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1095.degrees latitude (g = 980.6199 gals.).
 MK1095
 MK1095.The modeled gravity was interpolated from observed gravity values.
 MK1095
 MK1095;                    North         East    Units  Estimated Accuracy
 MK1095;SPC NE       -   213,390.      760,600.      MT  (+/- 180 meters Scaled)
 MK1095
 MK1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM774200(NAD 83)
 MK1095
 MK1095                          SUPERSEDED SURVEY CONTROL
 MK1095
 MK1095  NGVD 29 (??/??/92)  419.597  (m)         1376.63   (f) ADJ UNCH    2 0
 MK1095
 MK1095.Superseded values are not recommended for survey control.
 MK1095
 MK1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1095.See file dsdata.pdf to determine how the superseded data were derived.
 MK1095
 MK1095_MARKER: DB = BENCH MARK DISK
 MK1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1095_STAMPING: Y 132 1935
 MK1095_MARK LOGO: CGS
 MK1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1095+STABILITY: SURFACE MOTION
 MK1095
 MK1095  HISTORY     - Date     Condition        Report By
 MK1095  HISTORY     - 1935     MONUMENTED       CGS
 MK1095  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1095
 MK1095                          STATION DESCRIPTION
 MK1095
 MK1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1095'1 MI E FROM DODGE.
 MK1095'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1095'AND HUMPHREY, 44.9 FEET SOUTH OF THE SOUTH RAIL, 42 FEET EAST
 MK1095'OF THE CENTER LINE OF ROAD, 10.8 FEET EAST OF THE HIGHWAY RIGHT
 MK1095'OF WAY FENCE, IN FENCE CORNER OF HIGHWAY AND RAILROAD RIGHT OF
 MK1095'WAY FENCES, LEVEL WITH THE TRACK.  NOTE-- THE RAILROAD TRACK
 MK1095'HAS BEEN REMOVED.  VERY TALL GRASS AND MANY TREES REMAINS.
 MK1095'RAILWAY RIGHT OF WAY HAS ALSO BEEN REMOVED.
 MK1095
 MK1095                          STATION RECOVERY (1965)
 MK1095
 MK1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0943 ***********************************************************************
 MK0943  DESIGNATION -  Y 133
 MK0943  PID         -  MK0943
 MK0943  STATE/COUNTY-  NE/SAUNDERS
 MK0943  COUNTRY     -  US
 MK0943  USGS QUAD   -  COLON (2017)
 MK0943
 MK0943                         *CURRENT SURVEY CONTROL
 MK0943  ______________________________________________________________________
 MK0943* NAD 83(1986) POSITION- 41 17 54.     (N) 096 36 34.     (W)   SCALED
 MK0943* NAVD 88 ORTHO HEIGHT -   380.567 (meters)     1248.58  (feet) ADJUSTED
 MK0943  ______________________________________________________________________
 MK0943  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 MK0943  DYNAMIC HEIGHT  -        380.388 (meters)     1247.99  (feet) COMP
 MK0943  MODELED GRAVITY -    980,144.7   (mgal)                       NAVD 88
 MK0943
 MK0943  VERT ORDER      -  SECOND    CLASS 0
 MK0943
 MK0943.The horizontal coordinates were scaled from a map and have
 MK0943.an estimated accuracy of +/- 6 seconds.
 MK0943
 MK0943.The orthometric height was determined by differential leveling and
 MK0943.adjusted by the NATIONAL GEODETIC SURVEY
 MK0943.in June 1991.
 MK0943
 MK0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0943.GEOID18 height accuracy estimate available here.
 MK0943
 MK0943.Click photographs - Photos may exist for this station.
 MK0943
 MK0943.The dynamic height is computed by dividing the NAVD 88
 MK0943.geopotential number by the normal gravity value computed on the
 MK0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0943.degrees latitude (g = 980.6199 gals.).
 MK0943
 MK0943.The modeled gravity was interpolated from observed gravity values.
 MK0943
 MK0943;                    North         East    Units  Estimated Accuracy
 MK0943;SPC NE       -   168,220.      783,810.      MT  (+/- 180 meters Scaled)
 MK0943
 MK0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL001746(NAD 83)
 MK0943
 MK0943                          SUPERSEDED SURVEY CONTROL
 MK0943
 MK0943  NGVD 29 (??/??/92)  380.416  (m)         1248.08   (f) ADJ UNCH    2 0
 MK0943
 MK0943.Superseded values are not recommended for survey control.
 MK0943
 MK0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0943.See file dsdata.pdf to determine how the superseded data were derived.
 MK0943
 MK0943_MARKER: DB = BENCH MARK DISK
 MK0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0943_STAMPING: Y 133 1934
 MK0943_MARK LOGO: CGS
 MK0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0943+STABILITY: SURFACE MOTION
 MK0943
 MK0943  HISTORY     - Date     Condition        Report By
 MK0943  HISTORY     - 1934     MONUMENTED       CGS
 MK0943  HISTORY     - 1935     GOOD             CGS
 MK0943  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0943  HISTORY     - 19970326 MARK NOT FOUND   NGS
 MK0943
 MK0943                          STATION DESCRIPTION
 MK0943
 MK0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0943'IN COLON.
 MK0943'IN COLON ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN
 MK0943'WAHOO AND AMES, NEBRASKA, JUST NORTH OF COLON DEPOT.  258 FEET
 MK0943'SOUTH EAST OF STOCK YARDS, 130 FEET NORTH OF DEPOT, AND 27 FEET
 MK0943'EAST OF EAST RAIL OF MAIN TRACK.
 MK0943
 MK0943                          STATION RECOVERY (1968)
 MK0943
 MK0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0943'MARK NOT FOUND.
 MK0943
 MK0943                          STATION RECOVERY (1997)
 MK0943
 MK0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JO)
 MK0943'MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0666 ***********************************************************************
 LG0666  DESIGNATION -  Y 134
 LG0666  PID         -  LG0666
 LG0666  STATE/COUNTY-  NE/CLAY
 LG0666  COUNTRY     -  US
 LG0666  USGS QUAD   -  STOCKHAM (2017)
 LG0666
 LG0666                         *CURRENT SURVEY CONTROL
 LG0666  ______________________________________________________________________
 LG0666* NAD 83(1986) POSITION- 40 41 03.     (N) 097 59 45.     (W)   SCALED
 LG0666* NAVD 88 ORTHO HEIGHT -   539.633 (meters)     1770.45  (feet) ADJUSTED
 LG0666  ______________________________________________________________________
 LG0666  GEOID HEIGHT    -        -25.814 (meters)                     GEOID18
 LG0666  DYNAMIC HEIGHT  -        539.340 (meters)     1769.48  (feet) COMP
 LG0666  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LG0666
 LG0666  VERT ORDER      -  SECOND    CLASS 0
 LG0666
 LG0666.The horizontal coordinates were scaled from a map and have
 LG0666.an estimated accuracy of +/- 6 seconds.
 LG0666
 LG0666.The orthometric height was determined by differential leveling and
 LG0666.adjusted by the NATIONAL GEODETIC SURVEY
 LG0666.in June 1991.
 LG0666
 LG0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0666.GEOID18 height accuracy estimate available here.
 LG0666
 LG0666.Click photographs - Photos may exist for this station.
 LG0666
 LG0666.The dynamic height is computed by dividing the NAVD 88
 LG0666.geopotential number by the normal gravity value computed on the
 LG0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0666.degrees latitude (g = 980.6199 gals.).
 LG0666
 LG0666.The modeled gravity was interpolated from observed gravity values.
 LG0666
 LG0666;                    North         East    Units  Estimated Accuracy
 LG0666;SPC NE       -    96,430.      669,370.      MT  (+/- 180 meters Scaled)
 LG0666
 LG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL848041(NAD 83)
 LG0666
 LG0666                          SUPERSEDED SURVEY CONTROL
 LG0666
 LG0666  NGVD 29 (??/??/92)  539.416  (m)         1769.73   (f) ADJ UNCH    2 0
 LG0666
 LG0666.Superseded values are not recommended for survey control.
 LG0666
 LG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0666.See file dsdata.pdf to determine how the superseded data were derived.
 LG0666
 LG0666_MARKER: DB = BENCH MARK DISK
 LG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0666_STAMPING: Y 134 1935
 LG0666_MARK LOGO: CGS
 LG0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0666+STABILITY: SURFACE MOTION
 LG0666
 LG0666  HISTORY     - Date     Condition        Report By
 LG0666  HISTORY     - 1935     MONUMENTED       CGS
 LG0666  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0666
 LG0666                          STATION DESCRIPTION
 LG0666
 LG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0666'AT ELDORADO.
 LG0666'AT ELDORADO, CLAY COUNTY, ON STATE HIGHWAY 14, 206 FEET WEST
 LG0666'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 127 FEET
 LG0666'NORTHEAST OF THE SKELLEY STORAGE TANK, AT A ROAD JUNCTION,
 LG0666'38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 30 FEET
 LG0666'NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LG0666'Y 134 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0666
 LG0666                          STATION RECOVERY (1967)
 LG0666
 LG0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0666'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1296 ***********************************************************************
 MK1296  DESIGNATION -  Y 136
 MK1296  PID         -  MK1296
 MK1296  STATE/COUNTY-  NE/BUTLER
 MK1296  COUNTRY     -  US
 MK1296  USGS QUAD   -  GARRISON (2017)
 MK1296
 MK1296                         *CURRENT SURVEY CONTROL
 MK1296  ______________________________________________________________________
 MK1296* NAD 83(1986) POSITION- 41 14 55.     (N) 097 09 26.     (W)   SCALED
 MK1296* NAVD 88 ORTHO HEIGHT -   490.944 (meters)     1610.71  (feet) ADJUSTED
 MK1296  ______________________________________________________________________
 MK1296  GEOID HEIGHT    -        -25.922 (meters)                     GEOID18
 MK1296  DYNAMIC HEIGHT  -        490.715 (meters)     1609.95  (feet) COMP
 MK1296  MODELED GRAVITY -    980,141.6   (mgal)                       NAVD 88
 MK1296
 MK1296  VERT ORDER      -  SECOND    CLASS 0
 MK1296
 MK1296.The horizontal coordinates were scaled from a map and have
 MK1296.an estimated accuracy of +/- 6 seconds.
 MK1296
 MK1296.The orthometric height was determined by differential leveling and
 MK1296.adjusted by the NATIONAL GEODETIC SURVEY
 MK1296.in June 1991.
 MK1296
 MK1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1296.GEOID18 height accuracy estimate available here.
 MK1296
 MK1296.Click photographs - Photos may exist for this station.
 MK1296
 MK1296.The dynamic height is computed by dividing the NAVD 88
 MK1296.geopotential number by the normal gravity value computed on the
 MK1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1296.degrees latitude (g = 980.6199 gals.).
 MK1296
 MK1296.The modeled gravity was interpolated from observed gravity values.
 MK1296
 MK1296;                    North         East    Units  Estimated Accuracy
 MK1296;SPC NE       -   161,050.      738,160.      MT  (+/- 180 meters Scaled)
 MK1296
 MK1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL544679(NAD 83)
 MK1296
 MK1296                          SUPERSEDED SURVEY CONTROL
 MK1296
 MK1296  NGVD 29 (??/??/92)  490.770  (m)         1610.13   (f) ADJ UNCH    2 0
 MK1296
 MK1296.Superseded values are not recommended for survey control.
 MK1296
 MK1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1296.See file dsdata.pdf to determine how the superseded data were derived.
 MK1296
 MK1296_MARKER: DB = BENCH MARK DISK
 MK1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1296_STAMPING: Y 136 1935
 MK1296_MARK LOGO: CGS
 MK1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1296+STABILITY: SURFACE MOTION
 MK1296
 MK1296  HISTORY     - Date     Condition        Report By
 MK1296  HISTORY     - 1935     MONUMENTED       CGS
 MK1296
 MK1296                          STATION DESCRIPTION
 MK1296
 MK1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1296'1.5 MI SW FROM DAVID CITY.
 MK1296'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1296'AND YORK, 49 FEET SOUTH OF CENTER OF ROAD CROSSING, 46 FEET
 MK1296'SOUTHEAST OF THE CENTER LINE OF DIRT ROAD, 43 FEET SOUTH OF THE
 MK1296'SOUTH RAIL, 2.5 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1198 ***********************************************************************
 ML1198  DESIGNATION -  Y 138 RESET
 ML1198  PID         -  ML1198
 ML1198  STATE/COUNTY-  NE/MERRICK
 ML1198  COUNTRY     -  US
 ML1198  USGS QUAD   -  CHAPMAN (2017)
 ML1198
 ML1198                         *CURRENT SURVEY CONTROL
 ML1198  ______________________________________________________________________
 ML1198* NAD 83(1986) POSITION- 41 00 19.     (N) 098 11 10.     (W)   SCALED
 ML1198* NAVD 88 ORTHO HEIGHT -   542.13  (meters)     1778.6   (feet) RESET
 ML1198  ______________________________________________________________________
 ML1198  GEOID HEIGHT    -        -25.240 (meters)                     GEOID18
 ML1198  VERT ORDER      -  THIRD
 ML1198
 ML1198.The horizontal coordinates were scaled from a map and have
 ML1198.an estimated accuracy of +/- 6 seconds.
 ML1198
 ML1198.The orthometric height was computed from unverified reset data.
 ML1198
 ML1198.No vertical observational check was made to the station.
 ML1198
 ML1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1198.GEOID18 height accuracy estimate available here.
 ML1198
 ML1198.Click photographs - Photos may exist for this station.
 ML1198
 ML1198;                    North         East    Units  Estimated Accuracy
 ML1198;SPC NE       -   131,720.      652,540.      MT  (+/- 180 meters Scaled)
 ML1198
 ML1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL684396(NAD 83)
 ML1198
 ML1198                          SUPERSEDED SURVEY CONTROL
 ML1198
 ML1198  NGVD 29 (01/31/13)  541.90   (m)         1777.9    (f) RESET       3  
 ML1198
 ML1198.Superseded values are not recommended for survey control.
 ML1198
 ML1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1198.See file dsdata.pdf to determine how the superseded data were derived.
 ML1198
 ML1198_MARKER: DV = VERTICAL CONTROL DISK
 ML1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1198_STAMPING: Y 138 RESET 1988
 ML1198_MARK LOGO: NGS
 ML1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1198+STABILITY: SURFACE MOTION
 ML1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1198+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ML1198
 ML1198  HISTORY     - Date     Condition        Report By
 ML1198  HISTORY     - 1988     MONUMENTED       NGS
 ML1198
 ML1198                          STATION DESCRIPTION
 ML1198
 ML1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1198'0.16 KM (0.10 MI) EAST AND SOUTH ALONG 9TH STREET, FROM THE POST
 ML1198'OFFICE IN CHAPMAN, TO U.S. HIGHWAY 30, THEN RIGHT AND SOUTHWEST ALONG
 ML1198'THE HIGHWAY FOR 3.38 KM (2.10 MI) TO THE MARK ON THE RIGHT, 116.1 M
 ML1198'(380.9 FT) NORTHEAST FROM THE CENTERLINE OF A GRADED COUNTY ROAD,
 ML1198'44.29 M (145.3 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 ML1198'10.12 M (33.2 FT) NORTHWEST FROM THE NORTHWEST RAIL OF THE NORTHWEST
 ML1198'ONE OF TWO SETS OF RAILROAD TRACKS, 4.51 M (14.8 FT) SOUTHEAST FROM
 ML1198'THE RAILROAD RIGHT-OF-WAY FENCE, 1.98 M (6.5 FT) SOUTHWEST FROM A
 ML1198'POLE WHICH IS ALSO MILEPOST 137 OF THE RAILROAD, 0.4 M (1.3 FT)
 ML1198'SOUTHEAST FROM A WITNESS POST AND SET IN  THE TOP OF A ROUND CONCRETE
 ML1198'POST WHICH PROJECTS 9 CM ABOVE THE GROUND.  THE MARK IS ABOUT 0.9 M
 ML1198'(3.0 FT) BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0587 ***********************************************************************
 NM0587  DESIGNATION -  Y 139
 NM0587  PID         -  NM0587
 NM0587  STATE/COUNTY-  NE/CUMING
 NM0587  COUNTRY     -  US
 NM0587  USGS QUAD   -  PENDER (2017)
 NM0587
 NM0587                         *CURRENT SURVEY CONTROL
 NM0587  ______________________________________________________________________
 NM0587* NAD 83(1986) POSITION- 42 04 30.     (N) 096 39 34.     (W)   SCALED
 NM0587* NAVD 88 ORTHO HEIGHT -   400.100 (meters)     1312.66  (feet) ADJUSTED
 NM0587  ______________________________________________________________________
 NM0587  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 NM0587  DYNAMIC HEIGHT  -        399.956 (meters)     1312.19  (feet) COMP
 NM0587  MODELED GRAVITY -    980,251.1   (mgal)                       NAVD 88
 NM0587
 NM0587  VERT ORDER      -  SECOND    CLASS 0
 NM0587
 NM0587.The horizontal coordinates were scaled from a map and have
 NM0587.an estimated accuracy of +/- 6 seconds.
 NM0587
 NM0587.The orthometric height was determined by differential leveling and
 NM0587.adjusted by the NATIONAL GEODETIC SURVEY
 NM0587.in June 1991.
 NM0587
 NM0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0587.GEOID18 height accuracy estimate available here.
 NM0587
 NM0587.Click photographs - Photos may exist for this station.
 NM0587
 NM0587.The dynamic height is computed by dividing the NAVD 88
 NM0587.geopotential number by the normal gravity value computed on the
 NM0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0587.degrees latitude (g = 980.6199 gals.).
 NM0587
 NM0587.The modeled gravity was interpolated from observed gravity values.
 NM0587
 NM0587;                    North         East    Units  Estimated Accuracy
 NM0587;SPC NE       -   254,220.      776,290.      MT  (+/- 180 meters Scaled)
 NM0587
 NM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM936607(NAD 83)
 NM0587
 NM0587                          SUPERSEDED SURVEY CONTROL
 NM0587
 NM0587  NGVD 29 (??/??/92)  399.950  (m)         1312.17   (f) ADJ UNCH    2 0
 NM0587
 NM0587.Superseded values are not recommended for survey control.
 NM0587
 NM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0587.See file dsdata.pdf to determine how the superseded data were derived.
 NM0587
 NM0587_MARKER: DB = BENCH MARK DISK
 NM0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0587_STAMPING: Y 139 1935
 NM0587_MARK LOGO: CGS
 NM0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0587+STABILITY: SURFACE MOTION
 NM0587
 NM0587  HISTORY     - Date     Condition        Report By
 NM0587  HISTORY     - 1935     MONUMENTED       CGS
 NM0587  HISTORY     - 1947     MARK NOT FOUND   CGS
 NM0587
 NM0587                          STATION DESCRIPTION
 NM0587
 NM0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0587'3.6 MI SE FROM PENDER.
 NM0587'3.6 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNESOTA AND
 NM0587'OMAHA RAILWAY FROM THE STATION AT PENDER, THURSTON COUNTY,
 NM0587'10 POLES SOUTHEAST OF MILEPOST 45, 105 FEET NORTHWEST OF A
 NM0587'BRIDGE OVER A SMALL CREEK, 45.5 FEET SOUTHWEST OF THE CENTERLINE
 NM0587'OF STATE HIGHWAY 16, AND 35.6 FEET NORTHEAST OF THE NORTHEAST
 NM0587'RAIL OF THE TRACK.  A STANDARD DISK, STAMPED Y 139 1935 AND SET
 NM0587'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0643 ***********************************************************************
 LG0643  DESIGNATION -  Y 14
 LG0643  PID         -  LG0643
 LG0643  STATE/COUNTY-  NE/FILLMORE
 LG0643  COUNTRY     -  US
 LG0643  USGS QUAD   -  FAIRMONT (2017)
 LG0643
 LG0643                         *CURRENT SURVEY CONTROL
 LG0643  ______________________________________________________________________
 LG0643* NAD 83(1986) POSITION- 40 38 09.27   (N) 097 36 51.59   (W)   HD_HELD1
 LG0643* NAVD 88 ORTHO HEIGHT -   502.616 (meters)     1649.00  (feet) ADJUSTED
 LG0643  ______________________________________________________________________
 LG0643  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 LG0643  DYNAMIC HEIGHT  -        502.341 (meters)     1648.10  (feet) COMP
 LG0643  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 LG0643
 LG0643  VERT ORDER      -  FIRST     CLASS II
 LG0643
 LG0643.The horizontal coordinates were determined by differentially corrected
 LG0643.hand held GPS observations or other comparable positioning techniques
 LG0643.and have an estimated accuracy of +/- 3 meters.
 LG0643
 LG0643.The orthometric height was determined by differential leveling and
 LG0643.adjusted by the NATIONAL GEODETIC SURVEY
 LG0643.in May 1993.
 LG0643
 LG0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0643.GEOID18 height accuracy estimate available here.
 LG0643
 LG0643.Click photographs - Photos may exist for this station.
 LG0643
 LG0643.The dynamic height is computed by dividing the NAVD 88
 LG0643.geopotential number by the normal gravity value computed on the
 LG0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0643.degrees latitude (g = 980.6199 gals.).
 LG0643
 LG0643.The modeled gravity was interpolated from observed gravity values.
 LG0643
 LG0643;                    North         East    Units  Estimated Accuracy
 LG0643;SPC NE       -    91,892.9     701,747.7     MT  (+/- 3 meters HH1 GPS) 
 LG0643
 LG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1717799263(NAD 83)
 LG0643
 LG0643                          SUPERSEDED SURVEY CONTROL
 LG0643
 LG0643  NAVD 88 (06/15/91)  502.607  (m)         1648.97   (f) SUPERSEDED  1 2
 LG0643  NGVD 29 (??/??/92)  502.430  (m)         1648.39   (f) ADJ UNCH    1 2
 LG0643
 LG0643.Superseded values are not recommended for survey control.
 LG0643
 LG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0643.See file dsdata.pdf to determine how the superseded data were derived.
 LG0643
 LG0643_MARKER: DB = BENCH MARK DISK
 LG0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0643_STAMPING: Y 14 1933 1648.327
 LG0643_MARK LOGO: CGS
 LG0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0643+STABILITY: SURFACE MOTION
 LG0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0643+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 LG0643
 LG0643  HISTORY     - Date     Condition        Report By
 LG0643  HISTORY     - 1933     MONUMENTED       CGS
 LG0643  HISTORY     - 1934     GOOD             CGS
 LG0643  HISTORY     - 1970     GOOD             NGS
 LG0643  HISTORY     - 19911007 GOOD             NGS
 LG0643  HISTORY     - 20070616 GOOD             INDIV
 LG0643  HISTORY     - 20150803 GOOD             NEGS
 LG0643
 LG0643                          STATION DESCRIPTION
 LG0643
 LG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0643'1.5 MI W FROM FAIRMONT.
 LG0643'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0643'FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, 0.5 MILE WEST
 LG0643'OF MILEPOST 114, 130 FEET EAST OF A ROAD CROSSING, 97.2 FEET
 LG0643'NORTH OF THE CENTERLINE OF THE TRACK, AND AT A FENCE.  A
 LG0643'STANDARD DISK, STAMPED 1648.327 Y 14 1933 AND SET IN THE TOP
 LG0643'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0643
 LG0643                          STATION RECOVERY (1970)
 LG0643
 LG0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LG0643'RECOVERED IN GOOD CONDITION.
 LG0643
 LG0643                          STATION RECOVERY (1991)
 LG0643
 LG0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0643'1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0643'U.S. HIGHWAY 81 IN FAIRMONT, 73.2 M (240.2 FT) NORTH OF THE HIGHWAY
 LG0643'CENTERLINE, 38.2 M (125.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 LG0643'28.9 M (94.8 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0643'RAILROAD, 19.7 M (64.6 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT)
 LG0643'BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST OF A WITNESS POST,
 LG0643'0.4 M (1.3 FT) SOUTH OF THE FENCE, AND THE MONUMENT IS FLUSH WITH THE
 LG0643'GROUND SURFACE.
 LG0643
 LG0643                          STATION RECOVERY (2007)
 LG0643
 LG0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LG0643'RECOVERED AS DESCRIBED.
 LG0643
 LG0643                          STATION RECOVERY (2015)
 LG0643
 LG0643'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (PS)
 LG0643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0747 ***********************************************************************
 NM0747  DESIGNATION -  Y 140
 NM0747  PID         -  NM0747
 NM0747  STATE/COUNTY-  NE/CUMING
 NM0747  COUNTRY     -  US
 NM0747  USGS QUAD   -  ALTONA (2017)
 NM0747
 NM0747                         *CURRENT SURVEY CONTROL
 NM0747  ______________________________________________________________________
 NM0747* NAD 83(1986) POSITION- 42 00 14.     (N) 096 56 46.     (W)   SCALED
 NM0747* NAVD 88 ORTHO HEIGHT -   421.991 (meters)     1384.48  (feet) ADJUSTED
 NM0747  ______________________________________________________________________
 NM0747  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 NM0747  DYNAMIC HEIGHT  -        421.837 (meters)     1383.98  (feet) COMP
 NM0747  MODELED GRAVITY -    980,244.6   (mgal)                       NAVD 88
 NM0747
 NM0747  VERT ORDER      -  SECOND    CLASS 0
 NM0747
 NM0747.The horizontal coordinates were scaled from a map and have
 NM0747.an estimated accuracy of +/- 6 seconds.
 NM0747
 NM0747.The orthometric height was determined by differential leveling and
 NM0747.adjusted by the NATIONAL GEODETIC SURVEY
 NM0747.in June 1991.
 NM0747
 NM0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0747.GEOID18 height accuracy estimate available here.
 NM0747
 NM0747.Click photographs - Photos may exist for this station.
 NM0747
 NM0747.The dynamic height is computed by dividing the NAVD 88
 NM0747.geopotential number by the normal gravity value computed on the
 NM0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0747.degrees latitude (g = 980.6199 gals.).
 NM0747
 NM0747.The modeled gravity was interpolated from observed gravity values.
 NM0747
 NM0747;                    North         East    Units  Estimated Accuracy
 NM0747;SPC NE       -   245,460.      752,870.      MT  (+/- 180 meters Scaled)
 NM0747
 NM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM700522(NAD 83)
 NM0747
 NM0747                          SUPERSEDED SURVEY CONTROL
 NM0747
 NM0747  NGVD 29 (??/??/92)  421.834  (m)         1383.97   (f) ADJ UNCH    2 0
 NM0747
 NM0747.Superseded values are not recommended for survey control.
 NM0747
 NM0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0747.See file dsdata.pdf to determine how the superseded data were derived.
 NM0747
 NM0747_MARKER: DB = BENCH MARK DISK
 NM0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0747_STAMPING: Y 140 1935
 NM0747_MARK LOGO: CGS
 NM0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0747+STABILITY: SURFACE MOTION
 NM0747
 NM0747  HISTORY     - Date     Condition        Report By
 NM0747  HISTORY     - 1935     MONUMENTED       CGS
 NM0747
 NM0747                          STATION DESCRIPTION
 NM0747
 NM0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0747'2 MI W FROM WISNER.
 NM0747'2.0 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 NM0747'RAILROAD BETWEEN WEST POINT AND PILGER, 270.9 FEET NORTHWEST OF
 NM0747'MILE POST NO. 54, 265.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 NM0747'OF RAILROAD BRIDGE NO. 91 1/2, 47.0 FEET NORTH OF THE NORTH
 NM0747'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0541 ***********************************************************************
 LH0541  DESIGNATION -  Y 15
 LH0541  PID         -  LH0541
 LH0541  STATE/COUNTY-  NE/BUFFALO
 LH0541  COUNTRY     -  US
 LH0541  USGS QUAD   -  MILLER SW (2017)
 LH0541
 LH0541                         *CURRENT SURVEY CONTROL
 LH0541  ______________________________________________________________________
 LH0541* NAD 83(1986) POSITION- 40 47 25.15   (N) 099 23 35.72   (W)   HD_HELD1
 LH0541* NAVD 88 ORTHO HEIGHT -   734.030 (meters)     2408.23  (feet) ADJUSTED
 LH0541  ______________________________________________________________________
 LH0541  GEOID HEIGHT    -        -24.141 (meters)                     GEOID18
 LH0541  DYNAMIC HEIGHT  -        733.605 (meters)     2406.84  (feet) COMP
 LH0541  MODELED GRAVITY -    980,021.2   (mgal)                       NAVD 88
 LH0541
 LH0541  VERT ORDER      -  FIRST     CLASS II
 LH0541
 LH0541.The horizontal coordinates were determined by differentially corrected
 LH0541.hand held GPS observations or other comparable positioning techniques
 LH0541.and have an estimated accuracy of +/- 3 meters.
 LH0541
 LH0541.The orthometric height was determined by differential leveling and
 LH0541.adjusted by the NATIONAL GEODETIC SURVEY
 LH0541.in June 1991.
 LH0541
 LH0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0541.GEOID18 height accuracy estimate available here.
 LH0541
 LH0541.Click photographs - Photos may exist for this station.
 LH0541
 LH0541.The dynamic height is computed by dividing the NAVD 88
 LH0541.geopotential number by the normal gravity value computed on the
 LH0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0541.degrees latitude (g = 980.6199 gals.).
 LH0541
 LH0541.The modeled gravity was interpolated from observed gravity values.
 LH0541
 LH0541;                    North         East    Units  Estimated Accuracy
 LH0541;SPC NE       -   106,431.8     551,196.0     MT  (+/- 3 meters HH1 GPS) 
 LH0541
 LH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6682115555(NAD 83)
 LH0541
 LH0541                          SUPERSEDED SURVEY CONTROL
 LH0541
 LH0541  NGVD 29 (??/??/92)  733.762  (m)         2407.35   (f) ADJ UNCH    1 2
 LH0541
 LH0541.Superseded values are not recommended for survey control.
 LH0541
 LH0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0541.See file dsdata.pdf to determine how the superseded data were derived.
 LH0541
 LH0541_MARKER: DB = BENCH MARK DISK
 LH0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0541_STAMPING: Y 15 1933
 LH0541_MARK LOGO: CGS
 LH0541_PROJECTION: FLUSH
 LH0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0541+STABILITY: SURFACE MOTION
 LH0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0541+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2020
 LH0541
 LH0541  HISTORY     - Date     Condition        Report By
 LH0541  HISTORY     - 1933     MONUMENTED       CGS
 LH0541  HISTORY     - 1967     GOOD             CGS
 LH0541  HISTORY     - 20200714 GOOD             NEGS
 LH0541
 LH0541                          STATION DESCRIPTION
 LH0541
 LH0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0541'5.4 MI NW FROM ELM CREEK.
 LH0541'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 183 IN
 LH0541'ELM CREEK, GO WEST ON U.S 30 FOR 0.3 MILE.  TURN RIGHT AND
 LH0541'GO NORTH 5.1 MILES ON OLD U.S. HIGHWAY 188 TO THE MARK ON THE
 LH0541'LEFT.  IT IS AT THE NORTH END OF AN S-CURVE, 1/4 MILE NORTH
 LH0541'OF A SECTION LINE ROAD, 30 FEET WEST OF THE CENTER OF THE ROAD,
 LH0541'47 FEET NORTH OF THE CENTER OF A WIRE GATE AND OLD ABANDONED
 LH0541'FARM BUILDINGS, 10.5 FEET NORTH OF A T-FENCE CORNER POST, 1
 LH0541'FOOT SOUTH-SOUTHWEST OF A WHITE WOODEN POST, SET IN A NORTH-SOUTH
 LH0541'FENCE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LH0541
 LH0541                          STATION RECOVERY (2020)
 LH0541
 LH0541'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MS)
 LH0541'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND U.S. HIGHWAY 183
 LH0541'WEST OF ELM CREEK NE., GO NORTH ON U.S. HIGHWAY 183 FOR 4.68 MI (7.53
 LH0541'KM) TO THE INTERSECTION WITH CO.  ROAD 115TH.  TURN LEFT (WEST) ONTO
 LH0541'115TH ROAD AND GO WEST FOR 0.25 MI (0.40 KM) TO TURKEY CREEK ROAD.
 LH0541'TURN RIGHT (NORTH) ON TURKEY CREEK ROAD AND GO NORTH FOR 0.26 MI (0.42
 LH0541'KM) TO THE MARK ON THE LEFT (WEST).
 LH0541'
 LH0541'THE MARK IS 30 FT (9.1 M) WEST OF THE CENTERLINE OF TURKEY CREEK ROAD,
 LH0541'3.5 FT (1.1 M) NORTHEAST OF A WOODEN POWER POLE, 3.5 FT (1.1 M)
 LH0541'SOUTHEAST OF A WOODEN FENCE POST, 1.5 FT (0.5 M) EAST OF AN ORANGE
 LH0541'FIBERGLASS WITNESS AND 33 FT (10.1 M) NORTH OF THE CENTERLINE OF A
 LH0541'FARM DRIVE (WEST).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0205 ***********************************************************************
 LJ0205  DESIGNATION -  Y 158
 LJ0205  PID         -  LJ0205
 LJ0205  STATE/COUNTY-  NE/HAYES
 LJ0205  COUNTRY     -  US
 LJ0205  USGS QUAD   -  WAUNETA EAST (2017)
 LJ0205
 LJ0205                         *CURRENT SURVEY CONTROL
 LJ0205  ______________________________________________________________________
 LJ0205* NAD 83(1986) POSITION- 40 23 44.     (N) 101 17 15.     (W)   SCALED
 LJ0205* NAVD 88 ORTHO HEIGHT -   877.255 (meters)     2878.13  (feet) ADJUSTED
 LJ0205  ______________________________________________________________________
 LJ0205  GEOID HEIGHT    -        -22.822 (meters)                     GEOID18
 LJ0205  DYNAMIC HEIGHT  -        876.668 (meters)     2876.20  (feet) COMP
 LJ0205  MODELED GRAVITY -    979,926.9   (mgal)                       NAVD 88
 LJ0205
 LJ0205  VERT ORDER      -  SECOND    CLASS 0
 LJ0205
 LJ0205.The horizontal coordinates were scaled from a map and have
 LJ0205.an estimated accuracy of +/- 6 seconds.
 LJ0205
 LJ0205.The orthometric height was determined by differential leveling and
 LJ0205.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0205.in June 1991.
 LJ0205
 LJ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0205.GEOID18 height accuracy estimate available here.
 LJ0205
 LJ0205.Click photographs - Photos may exist for this station.
 LJ0205
 LJ0205.The dynamic height is computed by dividing the NAVD 88
 LJ0205.geopotential number by the normal gravity value computed on the
 LJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0205.degrees latitude (g = 980.6199 gals.).
 LJ0205
 LJ0205.The modeled gravity was interpolated from observed gravity values.
 LJ0205
 LJ0205;                    North         East    Units  Estimated Accuracy
 LJ0205;SPC NE       -    63,240.      390,710.      MT  (+/- 180 meters Scaled)
 LJ0205
 LJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK058741(NAD 83)
 LJ0205
 LJ0205                          SUPERSEDED SURVEY CONTROL
 LJ0205
 LJ0205  NGVD 29 (??/??/92)  876.908  (m)         2876.99   (f) ADJ UNCH    2 0
 LJ0205
 LJ0205.Superseded values are not recommended for survey control.
 LJ0205
 LJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0205.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0205
 LJ0205_MARKER: DB = BENCH MARK DISK
 LJ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0205_STAMPING: Y 158 1934
 LJ0205_MARK LOGO: CGS
 LJ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0205+STABILITY: SURFACE MOTION
 LJ0205
 LJ0205  HISTORY     - Date     Condition        Report By
 LJ0205  HISTORY     - 1934     MONUMENTED       CGS
 LJ0205  HISTORY     - 1941     GOOD             CGS
 LJ0205
 LJ0205                          STATION DESCRIPTION
 LJ0205
 LJ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0205'2.9 MI W FROM HAMLET.
 LJ0205'2.9 MILES WEST OF RAILROAD STATION AT HAMLET ON CHICAGO,
 LJ0205'BURLINGTON AND QUINCY RAILROAD AT A CROSSING, AND UNDER TELEPHONE
 LJ0205'LINE.  BETWEEN U.S. HIGHWAY 6 AND THE RAILROAD TRACKS.  5 POLES
 LJ0205'EAST OF MILEPOST 28.  15 FEET SOUTH OF CENTERLINE OF RAILROAD
 LJ0205'TRACKS, AND 48 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 6.
 LJ0205'48 FEET EAST OF CENTERLINE OF CROSSING.
 LJ0205
 LJ0205                          STATION RECOVERY (1941)
 LJ0205
 LJ0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0224 ***********************************************************************
 LJ0224  DESIGNATION -  Y 159
 LJ0224  PID         -  LJ0224
 LJ0224  STATE/COUNTY-  NE/HAYES
 LJ0224  COUNTRY     -  US
 LJ0224  USGS QUAD   -  PALISADE NE (2017)
 LJ0224
 LJ0224                         *CURRENT SURVEY CONTROL
 LJ0224  ______________________________________________________________________
 LJ0224* NAD 83(1986) POSITION- 40 29 43.     (N) 101 00 47.     (W)   SCALED
 LJ0224* NAVD 88 ORTHO HEIGHT -   925.699 (meters)     3037.06  (feet) ADJUSTED
 LJ0224  ______________________________________________________________________
 LJ0224  GEOID HEIGHT    -        -23.015 (meters)                     GEOID18
 LJ0224  DYNAMIC HEIGHT  -        925.080 (meters)     3035.03  (feet) COMP
 LJ0224  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 LJ0224
 LJ0224  VERT ORDER      -  SECOND    CLASS 0
 LJ0224
 LJ0224.The horizontal coordinates were scaled from a map and have
 LJ0224.an estimated accuracy of +/- 6 seconds.
 LJ0224
 LJ0224.The orthometric height was determined by differential leveling and
 LJ0224.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0224.in June 1991.
 LJ0224
 LJ0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0224.GEOID18 height accuracy estimate available here.
 LJ0224
 LJ0224.Click photographs - Photos may exist for this station.
 LJ0224
 LJ0224.The dynamic height is computed by dividing the NAVD 88
 LJ0224.geopotential number by the normal gravity value computed on the
 LJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0224.degrees latitude (g = 980.6199 gals.).
 LJ0224
 LJ0224.The modeled gravity was interpolated from observed gravity values.
 LJ0224
 LJ0224;                    North         East    Units  Estimated Accuracy
 LJ0224;SPC NE       -    74,000.      414,140.      MT  (+/- 180 meters Scaled)
 LJ0224
 LJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK294846(NAD 83)
 LJ0224
 LJ0224                          SUPERSEDED SURVEY CONTROL
 LJ0224
 LJ0224  NGVD 29 (??/??/92)  925.334  (m)         3035.87   (f) ADJ UNCH    2 0
 LJ0224
 LJ0224.Superseded values are not recommended for survey control.
 LJ0224
 LJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0224.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0224
 LJ0224_MARKER: DB = BENCH MARK DISK
 LJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0224_STAMPING: Y 159 1934
 LJ0224_MARK LOGO: CGS
 LJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0224+STABILITY: SURFACE MOTION
 LJ0224
 LJ0224  HISTORY     - Date     Condition        Report By
 LJ0224  HISTORY     - 1934     MONUMENTED       CGS
 LJ0224  HISTORY     - 1938     GOOD             CGS
 LJ0224
 LJ0224                          STATION DESCRIPTION
 LJ0224
 LJ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0224'1.3 MI S FROM HAYES CENTER.
 LJ0224'ALONG STATE HWY. 17, NEAR FARM ROAD AND CITY DUMP, 30 FEET SOUTH
 LJ0224'OF CENTERLINE OF FARM ROAD, 55 FEET WEST OF CENTERLINE OF HWY. 17.
 LJ0224'A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0668 ***********************************************************************
 ML0668  DESIGNATION -  Y 16
 ML0668  PID         -  ML0668
 ML0668  STATE/COUNTY-  NE/CUSTER
 ML0668  COUNTRY     -  US
 ML0668  USGS QUAD   -  WESTERVILLE (2017)
 ML0668
 ML0668                         *CURRENT SURVEY CONTROL
 ML0668  ______________________________________________________________________
 ML0668* NAD 83(1986) POSITION- 41 24 46.     (N) 099 23 13.     (W)   SCALED
 ML0668* NAVD 88 ORTHO HEIGHT -   711.029 (meters)     2332.77  (feet) ADJUSTED
 ML0668  ______________________________________________________________________
 ML0668  GEOID HEIGHT    -        -23.141 (meters)                     GEOID18
 ML0668  DYNAMIC HEIGHT  -        710.669 (meters)     2331.59  (feet) COMP
 ML0668  MODELED GRAVITY -    980,092.2   (mgal)                       NAVD 88
 ML0668
 ML0668  VERT ORDER      -  FIRST     CLASS II
 ML0668
 ML0668.The horizontal coordinates were scaled from a map and have
 ML0668.an estimated accuracy of +/- 6 seconds.
 ML0668
 ML0668.The orthometric height was determined by differential leveling and
 ML0668.adjusted by the NATIONAL GEODETIC SURVEY
 ML0668.in June 1991.
 ML0668
 ML0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0668.GEOID18 height accuracy estimate available here.
 ML0668
 ML0668.Click photographs - Photos may exist for this station.
 ML0668
 ML0668.The dynamic height is computed by dividing the NAVD 88
 ML0668.geopotential number by the normal gravity value computed on the
 ML0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0668.degrees latitude (g = 980.6199 gals.).
 ML0668
 ML0668.The modeled gravity was interpolated from observed gravity values.
 ML0668
 ML0668;                    North         East    Units  Estimated Accuracy
 ML0668;SPC NE       -   175,540.      551,240.      MT  (+/- 180 meters Scaled)
 ML0668
 ML0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML676846(NAD 83)
 ML0668
 ML0668                          SUPERSEDED SURVEY CONTROL
 ML0668
 ML0668  NGVD 29 (??/??/92)  710.792  (m)         2331.99   (f) ADJ UNCH    1 2
 ML0668
 ML0668.Superseded values are not recommended for survey control.
 ML0668
 ML0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0668.See file dsdata.pdf to determine how the superseded data were derived.
 ML0668
 ML0668_MARKER: DB = BENCH MARK DISK
 ML0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0668_STAMPING: Y 16 1933
 ML0668_MARK LOGO: CGS
 ML0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0668+STABILITY: SURFACE MOTION
 ML0668
 ML0668  HISTORY     - Date     Condition        Report By
 ML0668  HISTORY     - 1933     MONUMENTED       CGS
 ML0668  HISTORY     - 1934     GOOD             LOCENG
 ML0668
 ML0668                          STATION DESCRIPTION
 ML0668
 ML0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0668'8.2 MI N FROM ANSLEY.
 ML0668'THE MARK IS 1.2 MILES NORTH OF WESTERVILLE AND 0.1 1 1/4 MILE
 ML0668'NORTH OF T ROAD WHERE HWY. 57 (STATE) TURNS WEST FROM U.S. HWY.
 ML0668'83 AND IS 700 FT. SOUTH OF A TWO-STORY WHITE HOUSE ON THE EAST
 ML0668'SIDE OF THE HWY. AND OWNED BY A.J. VANFANT.  IT IS LOCATED ON THE
 ML0668'PROPERTY OWNED BY HARRY F. BURNHAM AND IS 32 FT. WEST OF CENTER
 ML0668'OF HWY., 2 FT. WEST OF FENCE AND 8 FT. NORTH OF A 1 FT X 1 FT
 ML0668'FENCE POST, AND IS 25 FT. NORTH OF A FENCE CORNER.
 ML0668
 ML0668                          STATION RECOVERY (1934)
 ML0668
 ML0668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 ML0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0740 ***********************************************************************
 ML0740  DESIGNATION -  Y 16 12
 ML0740  PID         -  ML0740
 ML0740  STATE/COUNTY-  NE/CUSTER
 ML0740  COUNTRY     -  US
 ML0740  USGS QUAD   -  BROKEN BOW (2017)
 ML0740
 ML0740                         *CURRENT SURVEY CONTROL
 ML0740  ______________________________________________________________________
 ML0740* NAD 83(1986) POSITION- 41 26 24.31   (N) 099 43 15.31   (W)   HD_HELD1
 ML0740* NAVD 88 ORTHO HEIGHT -   796.054 (meters)     2611.72  (feet) ADJUSTED
 ML0740  ______________________________________________________________________
 ML0740  GEOID HEIGHT    -        -22.588 (meters)                     GEOID18
 ML0740  DYNAMIC HEIGHT  -        795.641 (meters)     2610.37  (feet) COMP
 ML0740  MODELED GRAVITY -    980,077.5   (mgal)                       NAVD 88
 ML0740
 ML0740  VERT ORDER      -  SECOND    CLASS 0
 ML0740
 ML0740.The horizontal coordinates were determined by differentially corrected
 ML0740.hand held GPS observations or other comparable positioning techniques
 ML0740.and have an estimated accuracy of +/- 3 meters.
 ML0740
 ML0740.The orthometric height was determined by differential leveling and
 ML0740.adjusted by the NATIONAL GEODETIC SURVEY
 ML0740.in June 1991.
 ML0740
 ML0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0740.GEOID18 height accuracy estimate available here.
 ML0740
 ML0740.Click photographs - Photos may exist for this station.
 ML0740
 ML0740.The dynamic height is computed by dividing the NAVD 88
 ML0740.geopotential number by the normal gravity value computed on the
 ML0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0740.degrees latitude (g = 980.6199 gals.).
 ML0740
 ML0740.The modeled gravity was interpolated from observed gravity values.
 ML0740
 ML0740;                    North         East    Units  Estimated Accuracy
 ML0740;SPC NE       -   178,427.7     523,315.6     MT  (+/- 3 meters HH1 GPS) 
 ML0740
 ML0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3977487863(NAD 83)
 ML0740
 ML0740                          SUPERSEDED SURVEY CONTROL
 ML0740
 ML0740  NGVD 29 (??/??/92)  795.795  (m)         2610.87   (f) ADJ UNCH    2 0
 ML0740
 ML0740.Superseded values are not recommended for survey control.
 ML0740
 ML0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0740.See file dsdata.pdf to determine how the superseded data were derived.
 ML0740
 ML0740_MARKER: DD = SURVEY DISK
 ML0740_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0740_STAMPING: Y 16-12
 ML0740_MARK LOGO: CGS+SS
 ML0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0740
 ML0740  HISTORY     - Date     Condition        Report By
 ML0740  HISTORY     - 1934     MONUMENTED       NEGS
 ML0740  HISTORY     - 1949     GOOD             CGS
 ML0740
 ML0740                          STATION DESCRIPTION
 ML0740
 ML0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0740'4.7 MI NW FROM BROKEN BOW.
 ML0740'4.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0740'RAILROAD FROM THE STATION AT BROKEN BOW, CUSTER COUNTY, 63 FEET
 ML0740'SOUTH OF MILEPOST 181, AT THE TOP OF A NARROW RIDGE, 48 FEET
 ML0740'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 39 FEET NORTH
 ML0740'OF THE CENTERLINE OF STATE HIGHWAYS 2 AND 16.  A STATE SURVEY
 ML0740'STANDARD DISK, STAMPED NO. Y 16 12 AND SET IN THE TOP OF A
 ML0740'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0736 ***********************************************************************
 ML0736  DESIGNATION -  Y 16 14
 ML0736  PID         -  ML0736
 ML0736  STATE/COUNTY-  NE/CUSTER
 ML0736  COUNTRY     -  US
 ML0736  USGS QUAD   -  MERNA (2017)
 ML0736
 ML0736                         *CURRENT SURVEY CONTROL
 ML0736  ______________________________________________________________________
 ML0736* NAD 83(1986) POSITION- 41 29 03.     (N) 099 45 37.     (W)   SCALED
 ML0736* NAVD 88 ORTHO HEIGHT -   810.745 (meters)     2659.92  (feet) ADJUSTED
 ML0736  ______________________________________________________________________
 ML0736  GEOID HEIGHT    -        -22.529 (meters)                     GEOID18
 ML0736  DYNAMIC HEIGHT  -        810.322 (meters)     2658.53  (feet) COMP
 ML0736  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 ML0736
 ML0736  VERT ORDER      -  SECOND    CLASS 0
 ML0736
 ML0736.The horizontal coordinates were scaled from a map and have
 ML0736.an estimated accuracy of +/- 6 seconds.
 ML0736
 ML0736.The orthometric height was determined by differential leveling and
 ML0736.adjusted by the NATIONAL GEODETIC SURVEY
 ML0736.in June 1991.
 ML0736
 ML0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0736.GEOID18 height accuracy estimate available here.
 ML0736
 ML0736.Click photographs - Photos may exist for this station.
 ML0736
 ML0736.The dynamic height is computed by dividing the NAVD 88
 ML0736.geopotential number by the normal gravity value computed on the
 ML0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0736.degrees latitude (g = 980.6199 gals.).
 ML0736
 ML0736.The modeled gravity was interpolated from observed gravity values.
 ML0736
 ML0736;                    North         East    Units  Estimated Accuracy
 ML0736;SPC NE       -   183,310.      520,010.      MT  (+/- 180 meters Scaled)
 ML0736
 ML0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML365927(NAD 83)
 ML0736
 ML0736                          SUPERSEDED SURVEY CONTROL
 ML0736
 ML0736  NGVD 29 (??/??/92)  810.459  (m)         2658.98   (f) ADJ UNCH    2 0
 ML0736
 ML0736.Superseded values are not recommended for survey control.
 ML0736
 ML0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0736.See file dsdata.pdf to determine how the superseded data were derived.
 ML0736
 ML0736_MARKER: DD = SURVEY DISK
 ML0736_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0736_STAMPING: Y 16 14
 ML0736_MARK LOGO: CGS+SS
 ML0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0736
 ML0736  HISTORY     - Date     Condition        Report By
 ML0736  HISTORY     - 1934     MONUMENTED       NEGS
 ML0736  HISTORY     - 1938     GOOD             CGS
 ML0736
 ML0736                          STATION DESCRIPTION
 ML0736
 ML0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0736'AT MERNA.
 ML0736'AT MERNA, CUSTER COUNTY, ON THE FRONT LAWN OF THE PUBLIC LIBRARY,
 ML0736'54 FEET NORTH OF THE CENTERLINE OF MAIN STREET, 27 FEET SOUTH
 ML0736'OF THE LOWER STEP OF THE SOUTH SIDE OF THE MAIN ENTRANCE, 4 FEET
 ML0736'WEST OF THE WEST SIDE OF A SIDE-WALK LEADING TO THE LIBRARY, AND
 ML0736'2 FEET NORTH OF THE NORTH EDGE OF AN EAST-AND-WEST SIDEWALK.
 ML0736'A STATE SURVEY STANDARD DISK, STAMPED Y 16 14 AND SET IN THE
 ML0736'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0669 ***********************************************************************
 ML0669  DESIGNATION -  Y 16 RESET
 ML0669  PID         -  ML0669
 ML0669  STATE/COUNTY-  NE/CUSTER
 ML0669  COUNTRY     -  US
 ML0669  USGS QUAD   -  WESTERVILLE (2017)
 ML0669
 ML0669                         *CURRENT SURVEY CONTROL
 ML0669  ______________________________________________________________________
 ML0669* NAD 83(1995) POSITION- 41 24 45.14384(N) 099 23 13.72790(W)   ADJUSTED
 ML0669* NAD 83(1995) ELLIP HT-   687.823 (meters)        (06/27/02)   ADJUSTED
 ML0669* NAVD 88 ORTHO HEIGHT -   710.98  (meters)     2332.6   (feet) RESET
 ML0669  ______________________________________________________________________
 ML0669  GEOID HEIGHT    -        -23.140 (meters)                     GEOID18
 ML0669  NAD 83(1995) X  -   -781,422.043 (meters)                     COMP
 ML0669  NAD 83(1995) Y  - -4,726,768.408 (meters)                     COMP
 ML0669  NAD 83(1995) Z  -  4,197,347.307 (meters)                     COMP
 ML0669  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 ML0669  HORZ ORDER      -  FIRST
 ML0669  VERT ORDER      -  THIRD
 ML0669  ELLP ORDER      -  FOURTH    CLASS I
 ML0669
 ML0669.The horizontal coordinates were established by GPS observations
 ML0669.and adjusted by the National Geodetic Survey in August 1997.
 ML0669
 ML0669.The orthometric height was computed from unverified reset data.
 ML0669
 ML0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0669.GEOID18 height accuracy estimate available here.
 ML0669
 ML0669.Click photographs - Photos may exist for this station.
 ML0669
 ML0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0669
 ML0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0669
 ML0669.The ellipsoidal height was determined by GPS observations
 ML0669.and is referenced to NAD 83.
 ML0669
 ML0669. The following values were computed from the NAD 83(1995) position.
 ML0669
 ML0669;                    North         East     Units Scale Factor Converg.
 ML0669;SPC NE       -   175,513.357   551,221.839   MT  0.99965992   +0 24 22.1
 ML0669;SPC NE       -   575,830.07  1,808,466.98   sFT  0.99965992   +0 24 22.1
 ML0669;UTM  14      - 4,584,626.865   467,644.202   MT  0.99961288   -0 15 21.9
 ML0669
 ML0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0669!SPC NE       -   0.99989212  x   0.99965992  =   0.99955208
 ML0669!UTM  14      -   0.99989212  x   0.99961288  =   0.99950505
 ML0669
 ML0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6764484626(NAD 83)
 ML0669
 ML0669                          SUPERSEDED SURVEY CONTROL
 ML0669
 ML0669  ELLIP H (08/18/97)  687.869  (m)                       GP(       ) 4 1
 ML0669  NAD 83(1986)-  41 24 45.15158(N)    099 23 13.73358(W) AD(       ) 1
 ML0669  NGVD 29 (??/??/??)  710.75   (m)         2331.9    (f) RESET       3  
 ML0669  NGVD 29 (02/23/90)  711.     (m)  RAPSU86  model used  GPS OBS        
 ML0669
 ML0669.Superseded values are not recommended for survey control.
 ML0669
 ML0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0669.See file dsdata.pdf to determine how the superseded data were derived.
 ML0669
 ML0669_MARKER: DB = BENCH MARK DISK
 ML0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0669_STAMPING: Y 16 RESET 1960
 ML0669_MARK LOGO: CGS
 ML0669_PROJECTION: PROJECTING 2 CENTIMETERS
 ML0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0669+STABILITY: SURFACE MOTION
 ML0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0669+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 ML0669
 ML0669  HISTORY     - Date     Condition        Report By
 ML0669  HISTORY     - 1960     MONUMENTED       NEDR
 ML0669  HISTORY     - 19890517 GOOD             NGS
 ML0669  HISTORY     - 20100408 GOOD             NEGS
 ML0669  HISTORY     - 20180918 GOOD             NEGS
 ML0669
 ML0669                          STATION DESCRIPTION
 ML0669
 ML0669'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0669'8.5 MI N FROM ANSLEY.
 ML0669'THIS MARK IS LOCATED ABOUT 8-1/2 MILES NORTH ALONG U.S. HIGHWAY
 ML0669'183 FROM ANSLEY, ABOUT 1-1/4 MILE NORTH OF WESTERVILLE, ABOUT
 ML0669'1/4 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 70 LEADING WEST,
 ML0669'ABOUT 700 FEET SOUTH OF A TWO-STORY HOUSE OWNED BY C.I. BROWN,
 ML0669'ON THE PROPERTY OF EVERET J. CRAWFORD, 60 FEET WEST OF THE
 ML0669'CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF A POWER POLE, 1 FOOT
 ML0669'SOUTH OF RIGHT-OF-WAY MARKER AND ONE FOOT SOUTHEAST OF A CORNER
 ML0669'FENCE LINE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ML0669'GROUND.
 ML0669
 ML0669                          STATION RECOVERY (1989)
 ML0669
 ML0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0669'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) EAST OF BROKEN BOW, 0.4
 ML0669'KM (0.25 MI) NORTH OF THE JUNCTION OF U.S. HIGHWAY 183 AND STATE ROUTE
 ML0669'70, ALONG THE U.S. HIGHWAY 183 RIGHT-OF-WAY AT A TRACK FIELD ROAD
 ML0669'LEADING WEST.
 ML0669'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 92, 2 AND 21 IN
 ML0669'BROKEN BOW, GO EAST ON STATE ROUTE 92 AND 2 FOR 1.6 KM (1.00 MI) TO
 ML0669'THE JUNCTION WITH STATE ROUTE 70.  CONTINUE EAST ON STATE ROUTE 70 FOR
 ML0669'19.4 KM (12.05 MI) TO THE JUNCTION WITH STATE ROUTE 183.  TURN LEFT
 ML0669'AND GO NORTH ALONG STATE ROUTE 183 FOR 0.4 KM (0.25 MI) TO A TRACK
 ML0669'FIELD ROAD AND THE STATION ON THE LEFT.
 ML0669'THE SATION MARK IS SET 18.4 M (60.4 FT) WEST OF THE HIGHWAY
 ML0669'CENTERLINE, 7.2 M (23.6 FT) SOUTH OF A GUYED UTILITY POLE, 6.8 M
 ML0669'(22.3 FT) WEST OF THE NORTH END OF AN 46 CM METAL PIPE CULVERT, 0.31 M
 ML0669'(1.0 FT) SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 0.31 M (1.0 FT) EAST
 ML0669'OF A WITNESS POST AND PROJECTS 2 CM ABOVE THE SURFACE.
 ML0669'DESCRIBED BY G.F.SMITH, TYPED BY E.A.RICE.
 ML0669
 ML0669                          STATION RECOVERY (2010)
 ML0669
 ML0669'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 ML0669'GUYED UTILITY POLE IS GONE
 ML0669'1.0 NORTH OF A NEW FIBERGLASS WITNESS POST
 ML0669'
 ML0669
 ML0669                          STATION RECOVERY (2018)
 ML0669
 ML0669'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 ML0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0235 ***********************************************************************
 LJ0235  DESIGNATION -  Y 160
 LJ0235  PID         -  LJ0235
 LJ0235  STATE/COUNTY-  NE/CHASE
 LJ0235  COUNTRY     -  US
 LJ0235  USGS QUAD   -  ENDERS (2017)
 LJ0235
 LJ0235                         *CURRENT SURVEY CONTROL
 LJ0235  ______________________________________________________________________
 LJ0235* NAD 83(1986) POSITION- 40 23 09.     (N) 101 31 59.     (W)   SCALED
 LJ0235* NAVD 88 ORTHO HEIGHT -  1037.467 (meters)     3403.76  (feet) ADJUSTED
 LJ0235  ______________________________________________________________________
 LJ0235  GEOID HEIGHT    -        -22.539 (meters)                     GEOID18
 LJ0235  DYNAMIC HEIGHT  -       1036.736 (meters)     3401.36  (feet) COMP
 LJ0235  MODELED GRAVITY -    979,884.9   (mgal)                       NAVD 88
 LJ0235
 LJ0235  VERT ORDER      -  SECOND    CLASS 0
 LJ0235
 LJ0235.The horizontal coordinates were scaled from a map and have
 LJ0235.an estimated accuracy of +/- 6 seconds.
 LJ0235
 LJ0235.The orthometric height was determined by differential leveling and
 LJ0235.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0235.in June 1991.
 LJ0235
 LJ0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0235.GEOID18 height accuracy estimate available here.
 LJ0235
 LJ0235.Click photographs - Photos may exist for this station.
 LJ0235
 LJ0235.The dynamic height is computed by dividing the NAVD 88
 LJ0235.geopotential number by the normal gravity value computed on the
 LJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0235.degrees latitude (g = 980.6199 gals.).
 LJ0235
 LJ0235.The modeled gravity was interpolated from observed gravity values.
 LJ0235
 LJ0235;                    North         East    Units  Estimated Accuracy
 LJ0235;SPC NE       -    62,500.      369,850.      MT  (+/- 180 meters Scaled)
 LJ0235
 LJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK849736(NAD 83)
 LJ0235
 LJ0235                          SUPERSEDED SURVEY CONTROL
 LJ0235
 LJ0235  NGVD 29 (??/??/92) 1037.073  (m)         3402.46   (f) ADJ UNCH    2 0
 LJ0235
 LJ0235.Superseded values are not recommended for survey control.
 LJ0235
 LJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0235.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0235
 LJ0235_MARKER: DB = BENCH MARK DISK
 LJ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0235_STAMPING: Y 160 1934
 LJ0235_MARK LOGO: CGS
 LJ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0235+STABILITY: SURFACE MOTION
 LJ0235
 LJ0235  HISTORY     - Date     Condition        Report By
 LJ0235  HISTORY     - 1934     MONUMENTED       CGS
 LJ0235  HISTORY     - 1941     GOOD             CGS
 LJ0235
 LJ0235                          STATION DESCRIPTION
 LJ0235
 LJ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0235'4.6 MI S FROM ENDERS.
 LJ0235'4.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0235'AND QUINCY RAILROAD STATION AT ENDERS, 37 FEET SOUTH OF THE
 LJ0235'CENTERLINE OF A CROSS ROAD, 15 FEET SOUTHWEST OF A FENCE CORNER,
 LJ0235'AND 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LJ0235'STAMPED Y 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0236 ***********************************************************************
 LJ0236  DESIGNATION -  Y 160 RESET
 LJ0236  PID         -  LJ0236
 LJ0236  STATE/COUNTY-  NE/CHASE
 LJ0236  COUNTRY     -  US
 LJ0236  USGS QUAD   -  ENDERS (2017)
 LJ0236
 LJ0236                         *CURRENT SURVEY CONTROL
 LJ0236  ______________________________________________________________________
 LJ0236* NAD 83(1986) POSITION- 40 23 09.     (N) 101 32 00.     (W)   SCALED
 LJ0236* NAVD 88 ORTHO HEIGHT -  1037.07  (meters)     3402.5   (feet) RESET
 LJ0236  ______________________________________________________________________
 LJ0236  GEOID HEIGHT    -        -22.539 (meters)                     GEOID18
 LJ0236  VERT ORDER      -  THIRD
 LJ0236
 LJ0236.The horizontal coordinates were scaled from a map and have
 LJ0236.an estimated accuracy of +/- 6 seconds.
 LJ0236
 LJ0236.The orthometric height was computed from unverified reset data.
 LJ0236
 LJ0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0236.GEOID18 height accuracy estimate available here.
 LJ0236
 LJ0236.Click photographs - Photos may exist for this station.
 LJ0236
 LJ0236;                    North         East    Units  Estimated Accuracy
 LJ0236;SPC NE       -    62,500.      369,830.      MT  (+/- 180 meters Scaled)
 LJ0236
 LJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK849736(NAD 83)
 LJ0236
 LJ0236                          SUPERSEDED SURVEY CONTROL
 LJ0236
 LJ0236  NGVD 29 (??/??/??) 1036.68   (m)         3401.2    (f) RESET       3  
 LJ0236
 LJ0236.Superseded values are not recommended for survey control.
 LJ0236
 LJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0236.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0236
 LJ0236_MARKER: DB = BENCH MARK DISK
 LJ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0236_STAMPING: Y 160 RESET 1962
 LJ0236_MARK LOGO: CGS
 LJ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0236+STABILITY: SURFACE MOTION
 LJ0236
 LJ0236  HISTORY     - Date     Condition        Report By
 LJ0236  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0236  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0236
 LJ0236                          STATION DESCRIPTION
 LJ0236
 LJ0236'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0236'4.6 MI S FROM ENDERS.
 LJ0236'4.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0236'AND QUINCY RAILROAD STATION AT ENDERS, 37 FEET SOUTH OF THE
 LJ0236'CENTERLINE OF A CROSSROAD, 5 FEET SOUTH OF A CONCRETE
 LJ0236'RIGHT-OF-WAY MARKER, AND 77 FEET WEST OF THE CENTERLINE OF THE
 LJ0236'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 LJ0236
 LJ0236                          STATION RECOVERY (1973)
 LJ0236
 LJ0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0184 ***********************************************************************
 LJ0184  DESIGNATION -  Y 162 RESET
 LJ0184  PID         -  LJ0184
 LJ0184  STATE/COUNTY-  NE/PERKINS
 LJ0184  COUNTRY     -  US
 LJ0184  USGS QUAD   -  DITTONS CREEK NE (2017)
 LJ0184
 LJ0184                         *CURRENT SURVEY CONTROL
 LJ0184  ______________________________________________________________________
 LJ0184* NAD 83(1986) POSITION- 40 43 13.     (N) 101 17 09.     (W)   SCALED
 LJ0184* NAVD 88 ORTHO HEIGHT -   996.68  (meters)     3269.9   (feet) RESET
 LJ0184  ______________________________________________________________________
 LJ0184  GEOID HEIGHT    -        -22.237 (meters)                     GEOID18
 LJ0184  VERT ORDER      -  THIRD
 LJ0184
 LJ0184.The horizontal coordinates were scaled from a map and have
 LJ0184.an estimated accuracy of +/- 6 seconds.
 LJ0184
 LJ0184.The orthometric height was computed from unverified reset data.
 LJ0184
 LJ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0184.GEOID18 height accuracy estimate available here.
 LJ0184
 LJ0184.Click photographs - Photos may exist for this station.
 LJ0184
 LJ0184;                    North         East    Units  Estimated Accuracy
 LJ0184;SPC NE       -    99,280.      391,390.      MT  (+/- 180 meters Scaled)
 LJ0184
 LJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL069102(NAD 83)
 LJ0184
 LJ0184                          SUPERSEDED SURVEY CONTROL
 LJ0184
 LJ0184  NGVD 29 (??/??/??)  996.28   (m)         3268.6    (f) RESET       3  
 LJ0184
 LJ0184.Superseded values are not recommended for survey control.
 LJ0184
 LJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0184.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0184
 LJ0184_MARKER: DB = BENCH MARK DISK
 LJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0184_STAMPING: Y 162 RESET 1940
 LJ0184_MARK LOGO: CGS
 LJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0184+STABILITY: SURFACE MOTION
 LJ0184
 LJ0184  HISTORY     - Date     Condition        Report By
 LJ0184  HISTORY     - 1940     MONUMENTED       NEDR
 LJ0184  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0184
 LJ0184                          STATION DESCRIPTION
 LJ0184
 LJ0184'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1940
 LJ0184'7 MI S FROM GRAINTON.
 LJ0184'7 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE CHICAGO, BURLINGTON
 LJ0184'AND QUINCY RAILROAD STATION AT GRAINTON, 0.2 MILE NORTH OF A
 LJ0184'DISTRICT SCHOOL, 59 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0184'AT STATION 91+96.0, AND SET IN THE TOP OF A CONCRETE POST.
 LJ0184
 LJ0184                          STATION RECOVERY (1973)
 LJ0184
 LJ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0125 ***********************************************************************
 LJ0125  DESIGNATION -  Y 163 RESET
 LJ0125  PID         -  LJ0125
 LJ0125  STATE/COUNTY-  NE/LINCOLN
 LJ0125  COUNTRY     -  US
 LJ0125  USGS QUAD   -  SOMERSET (2017)
 LJ0125
 LJ0125                         *CURRENT SURVEY CONTROL
 LJ0125  ______________________________________________________________________
 LJ0125* NAD 83(1986) POSITION- 40 47 09.     (N) 100 47 43.     (W)   SCALED
 LJ0125* NAVD 88 ORTHO HEIGHT -   865.76  (meters)     2840.4   (feet) RESET
 LJ0125  ______________________________________________________________________
 LJ0125  GEOID HEIGHT    -        -22.818 (meters)                     GEOID18
 LJ0125  VERT ORDER      -  THIRD
 LJ0125
 LJ0125.The horizontal coordinates were scaled from a map and have
 LJ0125.an estimated accuracy of +/- 6 seconds.
 LJ0125
 LJ0125.The orthometric height was computed from unverified reset data.
 LJ0125
 LJ0125.No vertical observational check was made to the station.
 LJ0125
 LJ0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0125.GEOID18 height accuracy estimate available here.
 LJ0125
 LJ0125.Click photographs - Photos may exist for this station.
 LJ0125
 LJ0125;                    North         East    Units  Estimated Accuracy
 LJ0125;SPC NE       -   106,060.      432,890.      MT  (+/- 180 meters Scaled)
 LJ0125
 LJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL485165(NAD 83)
 LJ0125
 LJ0125                          SUPERSEDED SURVEY CONTROL
 LJ0125
 LJ0125.No superseded survey control is available for this station.
 LJ0125
 LJ0125_MARKER: DB = BENCH MARK DISK
 LJ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0125_STAMPING: Y 163 RESET 1946
 LJ0125_MARK LOGO: CGS
 LJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0125+STABILITY: SURFACE MOTION
 LJ0125
 LJ0125  HISTORY     - Date     Condition        Report By
 LJ0125  HISTORY     - 1946     MONUMENTED       NEDR
 LJ0125
 LJ0125                          STATION DESCRIPTION
 LJ0125
 LJ0125'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1946
 LJ0125'4.4 MI E FROM SOMERSET.
 LJ0125'4.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0125'FROM THE STATION AT SOMERSET, LINCOLN COUNTY, AT AN ABANDONED
 LJ0125'CROSSING OF STATE HIGHWAY 23, 231 FEET NORTHWEST AND 104 FEET
 LJ0125'SOUTHWEST OF A 30-INCH CORRUGATED-METAL CULVERT UNDER NEW STATE
 LJ0125'HIGHWAY 23, 38.6 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LJ0125'AND 32 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0511 ***********************************************************************
 LH0511  DESIGNATION -  Y 164
 LH0511  PID         -  LH0511
 LH0511  STATE/COUNTY-  NE/KEARNEY
 LH0511  COUNTRY     -  US
 LH0511  USGS QUAD   -  MINDEN NORTH (2017)
 LH0511
 LH0511                         *CURRENT SURVEY CONTROL
 LH0511  ______________________________________________________________________
 LH0511* NAD 83(1986) POSITION- 40 30 11.4    (N) 098 56 51.9    (W)   HD_HELD2
 LH0511* NAVD 88 ORTHO HEIGHT -   662.235 (meters)     2172.68  (feet) ADJUSTED
 LH0511  ______________________________________________________________________
 LH0511  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 LH0511  DYNAMIC HEIGHT  -        661.841 (meters)     2171.39  (feet) COMP
 LH0511  MODELED GRAVITY -    980,007.9   (mgal)                       NAVD 88
 LH0511
 LH0511  VERT ORDER      -  SECOND    CLASS 0
 LH0511
 LH0511.The horizontal coordinates were established by autonomous hand held GPS
 LH0511.observations and have an estimated accuracy of +/- 10 meters.
 LH0511
 LH0511.The orthometric height was determined by differential leveling and
 LH0511.adjusted by the NATIONAL GEODETIC SURVEY
 LH0511.in June 1991.
 LH0511
 LH0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0511.GEOID18 height accuracy estimate available here.
 LH0511
 LH0511.Click photographs - Photos may exist for this station.
 LH0511
 LH0511.The dynamic height is computed by dividing the NAVD 88
 LH0511.geopotential number by the normal gravity value computed on the
 LH0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0511.degrees latitude (g = 980.6199 gals.).
 LH0511
 LH0511.The modeled gravity was interpolated from observed gravity values.
 LH0511
 LH0511;                    North         East    Units  Estimated Accuracy
 LH0511;SPC NE       -    74,915.      589,174.      MT  (+/- 10 meters HH2 GPS)
 LH0511
 LH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0442783607(NAD 83)
 LH0511
 LH0511                          SUPERSEDED SURVEY CONTROL
 LH0511
 LH0511  NGVD 29 (??/??/92)  661.979  (m)         2171.84   (f) ADJ UNCH    2 0
 LH0511
 LH0511.Superseded values are not recommended for survey control.
 LH0511
 LH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0511.See file dsdata.pdf to determine how the superseded data were derived.
 LH0511
 LH0511_MARKER: DB = BENCH MARK DISK
 LH0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0511_SP_SET: BUILDING WALL
 LH0511_STAMPING: Y 164 1934
 LH0511_MARK LOGO: CGS
 LH0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0511+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 LH0511
 LH0511  HISTORY     - Date     Condition        Report By
 LH0511  HISTORY     - 1934     MONUMENTED       CGS
 LH0511  HISTORY     - 1941     GOOD             CGS
 LH0511  HISTORY     - 20060612 GOOD             INDIV
 LH0511  HISTORY     - 20160629 GOOD             NEGS
 LH0511
 LH0511                          STATION DESCRIPTION
 LH0511
 LH0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0511'AT MINDEN.
 LH0511'AT MINDEN, KEARNEY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LH0511'QUINCY RAILROAD, IN THE NORTH BRICK WALL OF THE STATION, 3 FEET
 LH0511'EAST OF THE NORTH ENTRANCE TO THE WAITING ROOM, AND 5 FEET ABOVE
 LH0511'THE SIDEWALK.  A STANDARD DISK, STAMPED Y 164 1934 AND SET
 LH0511'VERTICALLY.
 LH0511
 LH0511                          STATION RECOVERY (2006)
 LH0511
 LH0511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDF)
 LH0511'RECOVERED AS DESCRIBED
 LH0511
 LH0511                          STATION RECOVERY (2016)
 LH0511
 LH0511'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 LH0511'FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0808 ***********************************************************************
 LH0808  DESIGNATION -  Y 165
 LH0808  PID         -  LH0808
 LH0808  STATE/COUNTY-  NE/GOSPER
 LH0808  COUNTRY     -  US
 LH0808  USGS QUAD   -  ELWOOD NW (2017)
 LH0808
 LH0808                         *CURRENT SURVEY CONTROL
 LH0808  ______________________________________________________________________
 LH0808* NAD 83(1986) POSITION- 40 37 33.     (N) 099 54 26.     (W)   SCALED
 LH0808* NAVD 88 ORTHO HEIGHT -   817.085 (meters)     2680.72  (feet) ADJUSTED
 LH0808  ______________________________________________________________________
 LH0808  GEOID HEIGHT    -        -24.061 (meters)                     GEOID18
 LH0808  DYNAMIC HEIGHT  -        816.570 (meters)     2679.03  (feet) COMP
 LH0808  MODELED GRAVITY -    979,967.3   (mgal)                       NAVD 88
 LH0808
 LH0808  VERT ORDER      -  SECOND    CLASS 0
 LH0808
 LH0808.The horizontal coordinates were scaled from a map and have
 LH0808.an estimated accuracy of +/- 6 seconds.
 LH0808
 LH0808.The orthometric height was determined by differential leveling and
 LH0808.adjusted by the NATIONAL GEODETIC SURVEY
 LH0808.in June 1991.
 LH0808
 LH0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0808.GEOID18 height accuracy estimate available here.
 LH0808
 LH0808.Click photographs - Photos may exist for this station.
 LH0808
 LH0808.The dynamic height is computed by dividing the NAVD 88
 LH0808.geopotential number by the normal gravity value computed on the
 LH0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0808.degrees latitude (g = 980.6199 gals.).
 LH0808
 LH0808.The modeled gravity was interpolated from observed gravity values.
 LH0808
 LH0808;                    North         East    Units  Estimated Accuracy
 LH0808;SPC NE       -    88,000.      507,850.      MT  (+/- 180 meters Scaled)
 LH0808
 LH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK232976(NAD 83)
 LH0808
 LH0808                          SUPERSEDED SURVEY CONTROL
 LH0808
 LH0808  NGVD 29 (??/??/92)  816.770  (m)         2679.69   (f) ADJ UNCH    2 0
 LH0808
 LH0808.Superseded values are not recommended for survey control.
 LH0808
 LH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0808.See file dsdata.pdf to determine how the superseded data were derived.
 LH0808
 LH0808_MARKER: DB = BENCH MARK DISK
 LH0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0808_STAMPING: Y 165 1934
 LH0808_MARK LOGO: CGS
 LH0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0808+STABILITY: SURFACE MOTION
 LH0808
 LH0808  HISTORY     - Date     Condition        Report By
 LH0808  HISTORY     - 1934     MONUMENTED       CGS
 LH0808  HISTORY     - 1941     GOOD             CGS
 LH0808
 LH0808                          STATION DESCRIPTION
 LH0808
 LH0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0808'3.8 MI W FROM ELWOOD.
 LH0808'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0808'FROM THE COURTHOUSE AT ELWOOD, GOSPER COUNTY, 3 POLES EAST
 LH0808'OF MILEPOST 32, 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LH0808'AND 30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A
 LH0808'STANDARD DISK, STAMPED Y 165 1934 AND SET IN THE TOP OF A
 LH0808'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0253 ***********************************************************************
 LG0253  DESIGNATION -  Y 167
 LG0253  PID         -  LG0253
 LG0253  STATE/COUNTY-  NE/JEFFERSON
 LG0253  COUNTRY     -  US
 LG0253  USGS QUAD   -  HARBINE (2017)
 LG0253
 LG0253                         *CURRENT SURVEY CONTROL
 LG0253  ______________________________________________________________________
 LG0253* NAD 83(1986) POSITION- 40 12 15.     (N) 096 56 51.     (W)   SCALED
 LG0253* NAVD 88 ORTHO HEIGHT -   436.370 (meters)     1431.66  (feet) ADJUSTED
 LG0253  ______________________________________________________________________
 LG0253  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 LG0253  DYNAMIC HEIGHT  -        436.129 (meters)     1430.87  (feet) COMP
 LG0253  MODELED GRAVITY -    980,060.6   (mgal)                       NAVD 88
 LG0253
 LG0253  VERT ORDER      -  SECOND    CLASS 0
 LG0253
 LG0253.The horizontal coordinates were scaled from a map and have
 LG0253.an estimated accuracy of +/- 6 seconds.
 LG0253
 LG0253.The orthometric height was determined by differential leveling and
 LG0253.adjusted by the NATIONAL GEODETIC SURVEY
 LG0253.in June 1991.
 LG0253
 LG0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0253.GEOID18 height accuracy estimate available here.
 LG0253
 LG0253.Click photographs - Photos may exist for this station.
 LG0253
 LG0253.The dynamic height is computed by dividing the NAVD 88
 LG0253.geopotential number by the normal gravity value computed on the
 LG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0253.degrees latitude (g = 980.6199 gals.).
 LG0253
 LG0253.The modeled gravity was interpolated from observed gravity values.
 LG0253
 LG0253;                    North         East    Units  Estimated Accuracy
 LG0253;SPC NE       -    45,760.      759,810.      MT  (+/- 180 meters Scaled)
 LG0253
 LG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK746524(NAD 83)
 LG0253
 LG0253                          SUPERSEDED SURVEY CONTROL
 LG0253
 LG0253  NGVD 29 (??/??/92)  436.228  (m)         1431.19   (f) ADJ UNCH    2 0
 LG0253
 LG0253.Superseded values are not recommended for survey control.
 LG0253
 LG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0253.See file dsdata.pdf to determine how the superseded data were derived.
 LG0253
 LG0253_MARKER: DB = BENCH MARK DISK
 LG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0253_STAMPING: Y 167 1934
 LG0253_MARK LOGO: CGS
 LG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0253+STABILITY: SURFACE MOTION
 LG0253
 LG0253  HISTORY     - Date     Condition        Report By
 LG0253  HISTORY     - 1934     MONUMENTED       CGS
 LG0253  HISTORY     - 20200320 MARK NOT FOUND   NEGS
 LG0253
 LG0253                          STATION DESCRIPTION
 LG0253
 LG0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0253'1.6 MI NE FROM HARBINE.
 LG0253'1.6 MILES NORTHEAST OF ROCK ISLAND STATION AT HARBINE ON ROCK
 LG0253'ISLAND RAILROAD, 7 RAILS WEST OF A CROSSING.  42 FEET NORTH
 LG0253'CENTER LINE OF TRACKS, AND 30 FEET SOUTH CENTER LINE OF COUNTY
 LG0253'ROAD.  1/4 MILE WEST INTERSECTION OF STATE HIGHWAY 3 WITH ROCK
 LG0253'ISLAND RAILROAD.
 LG0253
 LG0253                          STATION RECOVERY (2020)
 LG0253
 LG0253'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0253'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1254 ***********************************************************************
 LG1254  DESIGNATION -  Y 167 RESET
 LG1254  PID         -  LG1254
 LG1254  STATE/COUNTY-  NE/JEFFERSON
 LG1254  COUNTRY     -  US
 LG1254  USGS QUAD   -  HARBINE (2017)
 LG1254
 LG1254                         *CURRENT SURVEY CONTROL
 LG1254  ______________________________________________________________________
 LG1254* NAD 83(1986) POSITION- 40 12 17.12   (N) 096 56 51.80   (W)   HD_HELD1
 LG1254* NAVD 88 ORTHO HEIGHT -   436.55  (meters)     1432.2   (feet) RESET
 LG1254  ______________________________________________________________________
 LG1254  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 LG1254  VERT ORDER      -  THIRD
 LG1254
 LG1254.The horizontal coordinates were determined by differentially corrected
 LG1254.hand held GPS observations or other comparable positioning techniques
 LG1254.and have an estimated accuracy of +/- 3 meters.
 LG1254
 LG1254.The orthometric height was computed from unverified reset data.
 LG1254
 LG1254.No vertical observational check was made to the station.
 LG1254
 LG1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1254.GEOID18 height accuracy estimate available here.
 LG1254
 LG1254.Click photographs - Photos may exist for this station.
 LG1254
 LG1254;                    North         East    Units  Estimated Accuracy
 LG1254;SPC NE       -    45,826.8     759,789.2     MT  (+/- 3 meters HH1 GPS) 
 LG1254
 LG1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7466352503(NAD 83)
 LG1254
 LG1254                          SUPERSEDED SURVEY CONTROL
 LG1254
 LG1254.No superseded survey control is available for this station.
 LG1254
 LG1254_MARKER: DV = VERTICAL CONTROL DISK
 LG1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1254_STAMPING: Y 167 RESET 1988
 LG1254_MARK LOGO: NGS
 LG1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1254+STABILITY: SURFACE MOTION
 LG1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1254+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2007
 LG1254
 LG1254  HISTORY     - Date     Condition        Report By
 LG1254  HISTORY     - 1988     MONUMENTED       NGS
 LG1254  HISTORY     - 20070118 GOOD             NEDR
 LG1254
 LG1254                          STATION DESCRIPTION
 LG1254
 LG1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1254'2.90 KM (1.80 MI) NORTHEAST ALONG U.S. HIGHWAY 136, FROM THE FARMERS
 LG1254'COOP GRAIN ELEVATOR AT HARBINE, TO A GRADED ROAD ON THE LEFT, THEN
 LG1254'SHARP LEFT AND WEST ALONG THE GRADED ROAD FOR 0.08 KM (0.05 MI)  TO
 LG1254'THE MARK ON THE RIGHT, 39.0 M (128.0 FT) NORTHWEST FROM THE
 LG1254'CENTERLINE OF THE HIGHWAY, 30.3 M (99.4 FT) WEST FROM A POWERLINE
 LG1254'POLE, 6.6 M (21.7 FT) NORTH FROM THE CENTERLINE OF THE GRADED ROAD,
 LG1254'1.66 M (5.4 FT) EAST FROM ANOTHER POWERLINE POLE, 0.3 M (1.0 FT)
 LG1254'SOUTH FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE
 LG1254'POST THAT IS FLUSH WITH THE GROUND AND IS LEVEL WITH THE GRADED ROAD.
 LG1254
 LG1254                          STATION RECOVERY (2007)
 LG1254
 LG1254'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG1254'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG1254'RECOVERED IN GOOD CONDITION, DROVE A 3FT. REBAR FLUSH WITH THE GROUND
 LG1254'ON THE NORTH SIDE OF THE MONUMENT. THE MARK IS SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0362 ***********************************************************************
 LH0362  DESIGNATION -  Y 168 RESET
 LH0362  PID         -  LH0362
 LH0362  STATE/COUNTY-  NE/KEARNEY
 LH0362  COUNTRY     -  US
 LH0362  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0362
 LH0362                         *CURRENT SURVEY CONTROL
 LH0362  ______________________________________________________________________
 LH0362* NAD 83(1986) POSITION- 40 24 30.     (N) 098 57 05.     (W)   SCALED
 LH0362* NAVD 88 ORTHO HEIGHT -   667.23  (meters)     2189.1   (feet) RESET
 LH0362  ______________________________________________________________________
 LH0362  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 LH0362  VERT ORDER      -  THIRD
 LH0362
 LH0362.The horizontal coordinates were scaled from a map and have
 LH0362.an estimated accuracy of +/- 6 seconds.
 LH0362
 LH0362.The orthometric height was computed from unverified reset data.
 LH0362
 LH0362.No vertical observational check was made to the station.
 LH0362
 LH0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0362.GEOID18 height accuracy estimate available here.
 LH0362
 LH0362.Click photographs - Photos may exist for this station.
 LH0362
 LH0362;                    North         East    Units  Estimated Accuracy
 LH0362;SPC NE       -    64,380.      588,990.      MT  (+/- 180 meters Scaled)
 LH0362
 LH0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK041730(NAD 83)
 LH0362
 LH0362                          SUPERSEDED SURVEY CONTROL
 LH0362
 LH0362  NGVD 29 (??/??/??)  666.97   (m)         2188.2    (f) RESET       3  
 LH0362
 LH0362.Superseded values are not recommended for survey control.
 LH0362
 LH0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0362.See file dsdata.pdf to determine how the superseded data were derived.
 LH0362
 LH0362_MARKER: DB = BENCH MARK DISK
 LH0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0362_STAMPING: Y 168 1934 RESET 1958
 LH0362_MARK LOGO: CGS
 LH0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0362+STABILITY: SURFACE MOTION
 LH0362
 LH0362  HISTORY     - Date     Condition        Report By
 LH0362  HISTORY     - 1958     MONUMENTED       CGS
 LH0362  HISTORY     - 20040923 POOR             DUCKS
 LH0362
 LH0362                          STATION DESCRIPTION
 LH0362
 LH0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0362'6.1 MI S FROM MINDEN.
 LH0362'6.1 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE KEARNEY COUNTY
 LH0362'COURTHOUSE IN MINDEN, IN THE SOUTHWEST ANGLE OF CROSSROADS,
 LH0362'88 FEET WEST OF THE CENTER OF STATE HIGHWAY 10, AND 50 FEET
 LH0362'SOUTH OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES
 LH0362'AND THE DISK IS STAMPED Y 168 1934 RESET 1958.  THE NEW
 LH0362'ELEVATION IS 2188.207 FEET.
 LH0362
 LH0362                          STATION RECOVERY (2004)
 LH0362
 LH0362'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LH0362'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0269 ***********************************************************************
 LG0269  DESIGNATION -  Y 169
 LG0269  PID         -  LG0269
 LG0269  STATE/COUNTY-  NE/GAGE
 LG0269  COUNTRY     -  US
 LG0269  USGS QUAD   -  ODELL NE (2017)
 LG0269
 LG0269                         *CURRENT SURVEY CONTROL
 LG0269  ______________________________________________________________________
 LG0269* NAD 83(1986) POSITION- 40 13 09.     (N) 096 47 55.     (W)   SCALED
 LG0269* NAVD 88 ORTHO HEIGHT -   426.766 (meters)     1400.15  (feet) ADJUSTED
 LG0269  ______________________________________________________________________
 LG0269  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 LG0269  DYNAMIC HEIGHT  -        426.533 (meters)     1399.38  (feet) COMP
 LG0269  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 LG0269
 LG0269  VERT ORDER      -  SECOND    CLASS 0
 LG0269
 LG0269.The horizontal coordinates were scaled from a map and have
 LG0269.an estimated accuracy of +/- 6 seconds.
 LG0269
 LG0269.The orthometric height was determined by differential leveling and
 LG0269.adjusted by the NATIONAL GEODETIC SURVEY
 LG0269.in June 1991.
 LG0269
 LG0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0269.GEOID18 height accuracy estimate available here.
 LG0269
 LG0269.Click photographs - Photos may exist for this station.
 LG0269
 LG0269.The dynamic height is computed by dividing the NAVD 88
 LG0269.geopotential number by the normal gravity value computed on the
 LG0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0269.degrees latitude (g = 980.6199 gals.).
 LG0269
 LG0269.The modeled gravity was interpolated from observed gravity values.
 LG0269
 LG0269;                    North         East    Units  Estimated Accuracy
 LG0269;SPC NE       -    47,890.      772,420.      MT  (+/- 180 meters Scaled)
 LG0269
 LG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK873544(NAD 83)
 LG0269
 LG0269                          SUPERSEDED SURVEY CONTROL
 LG0269
 LG0269  NGVD 29 (??/??/92)  426.638  (m)         1399.73   (f) ADJ UNCH    2 0
 LG0269
 LG0269.Superseded values are not recommended for survey control.
 LG0269
 LG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0269.See file dsdata.pdf to determine how the superseded data were derived.
 LG0269
 LG0269_MARKER: DB = BENCH MARK DISK
 LG0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0269_STAMPING: Y 169 1934
 LG0269_MARK LOGO: CGS
 LG0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0269+STABILITY: SURFACE MOTION
 LG0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0269+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2017
 LG0269
 LG0269  HISTORY     - Date     Condition        Report By
 LG0269  HISTORY     - 1934     MONUMENTED       CGS
 LG0269  HISTORY     - 1961     GOOD             CGS
 LG0269  HISTORY     - 1963     GOOD             CGS
 LG0269  HISTORY     - 19881004 GOOD             NGS
 LG0269  HISTORY     - 20070118 GOOD             NEDR
 LG0269  HISTORY     - 20170111 GOOD             NEGS
 LG0269
 LG0269                          STATION DESCRIPTION
 LG0269
 LG0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0269'4.1 MI NE FROM ELLIS.
 LG0269'4.1 MILE NORTH EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0269'RAILROAD FROM THE RAILROAD STATION AT ELLIS, 1 MILE SOUTH WEST
 LG0269'OF BENCH MARK V 365, 0.5 MILE SOUTH WEST OF A Y INTERSECTION, 0.25
 LG0269'MILE EAST OF AN UNDERPASS, 56.4 FEET SOUTH OF THE CENTERLINE
 LG0269'OF STATE HIGHWAY 3, 19.6 FEET WEST OF MILE POST 133+20, 39.9
 LG0269'FEET NORTH OF THE NORTH RAIL, 17.2 FEET SOUTH WEST OF A TELEPHONE
 LG0269'POLE, 1 FOOT LOWER THAN THE RAILROAD, LEVEL WITH THE HIGHWAY,
 LG0269'2 FEET SOUTH EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0269'OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.
 LG0269
 LG0269                          STATION RECOVERY (1963)
 LG0269
 LG0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0269'RECOVERED IN GOOD CONDITION.
 LG0269
 LG0269                          STATION RECOVERY (1988)
 LG0269
 LG0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0269'TO REACH THE STATION FROM THE PRIVATELY OWNED GRAIN ELEVATOR, AT
 LG0269'ELLIS, GO EAST ON U.S.  HIGHWAY 136 FOR 6.76 KM (4.20 MI) TO THE MARK
 LG0269'ON THE RIGHT, 90.5 M (296.9 FT) SOUTH-SOUTHEAST FROM THE WEST END OF A
 LG0269'CONCRETE CURB OF A MEDIAN IN THE HIGHWAY, 27.80 M (91.21 FT) NORTH
 LG0269'FROM AN EAST/WEST FENCE, 0.58 M (1.90 FT) SOUTHEAST FROM A WITNESS
 LG0269'POST AND PROJECTING 0.10 M (0.33 FT) ABOVE THE GROUND.
 LG0269
 LG0269                          STATION RECOVERY (2007)
 LG0269
 LG0269'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0269'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0269'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NGS IN 1988. DROVE A 3 FT.
 LG0269'REBAR FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE MARK. THE MARK IS
 LG0269'SUITABLE FOR SATELLITE OBSERVATION.
 LG0269
 LG0269                          STATION RECOVERY (2017)
 LG0269
 LG0269'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 LG0269'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0436 ***********************************************************************
 NN0436  DESIGNATION -  Y 17
 NN0436  PID         -  NN0436
 NN0436  STATE/COUNTY-  NE/LOUP
 NN0436  COUNTRY     -  US
 NN0436  USGS QUAD   -  STONEHOUSE RANCH SW (2017)
 NN0436
 NN0436                         *CURRENT SURVEY CONTROL
 NN0436  ______________________________________________________________________
 NN0436* NAD 83(1986) POSITION- 42 01 14.16   (N) 099 27 44.13   (W)   HD_HELD1
 NN0436* NAVD 88 ORTHO HEIGHT -   714.576 (meters)     2344.40  (feet) ADJUSTED
 NN0436  ______________________________________________________________________
 NN0436  GEOID HEIGHT    -        -22.888 (meters)                     GEOID18
 NN0436  DYNAMIC HEIGHT  -        714.246 (meters)     2343.32  (feet) COMP
 NN0436  MODELED GRAVITY -    980,135.9   (mgal)                       NAVD 88
 NN0436
 NN0436  VERT ORDER      -  FIRST     CLASS II
 NN0436
 NN0436.The horizontal coordinates were determined by differentially corrected
 NN0436.hand held GPS observations or other comparable positioning techniques
 NN0436.and have an estimated accuracy of +/- 3 meters.
 NN0436
 NN0436.The orthometric height was determined by differential leveling and
 NN0436.adjusted by the NATIONAL GEODETIC SURVEY
 NN0436.in June 1991.
 NN0436
 NN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0436.GEOID18 height accuracy estimate available here.
 NN0436
 NN0436.Click photographs - Photos may exist for this station.
 NN0436
 NN0436.The dynamic height is computed by dividing the NAVD 88
 NN0436.geopotential number by the normal gravity value computed on the
 NN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0436.degrees latitude (g = 980.6199 gals.).
 NN0436
 NN0436.The modeled gravity was interpolated from observed gravity values.
 NN0436
 NN0436;                    North         East    Units  Estimated Accuracy
 NN0436;SPC NE       -   242,983.9     544,524.2     MT  (+/- 3 meters HH1 GPS) 
 NN0436
 NN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6172952166(NAD 83)
 NN0436
 NN0436                          SUPERSEDED SURVEY CONTROL
 NN0436
 NN0436  NGVD 29 (??/??/92)  714.318  (m)         2343.56   (f) ADJ UNCH    1 2
 NN0436
 NN0436.Superseded values are not recommended for survey control.
 NN0436
 NN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0436.See file dsdata.pdf to determine how the superseded data were derived.
 NN0436
 NN0436_MARKER: DB = BENCH MARK DISK
 NN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0436_STAMPING: 2343.558 Y 17 1933
 NN0436_MARK LOGO: CGS
 NN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0436+STABILITY: SURFACE MOTION
 NN0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0436+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 NN0436
 NN0436  HISTORY     - Date     Condition        Report By
 NN0436  HISTORY     - 1933     MONUMENTED       CGS
 NN0436  HISTORY     - 1976     GOOD             USGS
 NN0436  HISTORY     - 20120516 GOOD             INDIV
 NN0436  HISTORY     - 20150209 GOOD             JEOCON
 NN0436
 NN0436                          STATION DESCRIPTION
 NN0436
 NN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0436'1.5 MI NW FROM HARROP.
 NN0436'ABOUT 1-1/2 MILES NORTHWEST ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0436'LOUP COUNTY, ABOUT 1/2 MILE EAST OF CALAMUS RIVER, ABOUT 1/4 MILE
 NN0436'SOUTHEAST OF A CURVE TO THE WEST, ABOUT 150 FEET NORTHWEST OF
 NN0436'AN ABANDONED IRRIGATION PUMP, 38 FEET SOUTHWEST OF THE CENTER
 NN0436'LINE OF THE HIGHWAY, AND 3 FEET WEST OF A FENCE.  A STANDARD
 NN0436'DISK, STAMPED 2343.558 Y 17 1933 AND SET IN THE TOP OF A CONCRETE
 NN0436'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NN0436
 NN0436                          STATION RECOVERY (1976)
 NN0436
 NN0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0436'U. S. HWY 183 BRIDGE OVER THE CALAMUS RIVER, 5.0 MI. N. AND 3.9 MI.
 NN0436'W. OF, UPSTREAM RANCH, 2.75 MI. N. AND 1.3 MI. W. OF, 1.0 MI. S. OF
 NN0436'THE JCT. OF OLD U. S. HWY 183 AND PRESENT U. S. HWY 183. 0.1 MI. S.
 NN0436'AND 0.05 MI E. OF THE CTR. OF SEC. 25, T-24-N, R-19-W. 192 FT. NW OF
 NN0436'AN OLD ABANDONED WELL CASING NEAR A SMALL COTTONWOOD TREE. 132 FT. SW
 NN0436'(NORMAL) OF CENTERLINE OF HWY, 54 FT. SE OF SECOND POWER POLE SOUTH
 NN0436'OF ANGLE IN POWER LINE, 1 FT. E. OF THE R/W FE., 1 FT. E. OF A METAL
 NN0436'WIT. SIGN, STD. TABLET SET IN CONC POST, STAMPED 2343.558 Y 17 1933.
 NN0436
 NN0436                          STATION RECOVERY (2012)
 NN0436
 NN0436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 NN0436'FOUND MARK IN GOOD CONDITION, TO REACH AND TIES ARE ADEQUATE, MARK IS
 NN0436'NOW FLUSH.  REFERENCE POST 142+67 ON HWY 183 AND 132 FT SW OF THE
 NN0436'CENTERLINE.
 NN0436
 NN0436                          STATION RECOVERY (2015)
 NN0436
 NN0436'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2015
 NN0436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0603 ***********************************************************************
 LG0603  DESIGNATION -  Y 170
 LG0603  PID         -  LG0603
 LG0603  STATE/COUNTY-  NE/THAYER
 LG0603  COUNTRY     -  US
 LG0603  USGS QUAD   -  BRUNING (2017)
 LG0603
 LG0603                         *CURRENT SURVEY CONTROL
 LG0603  ______________________________________________________________________
 LG0603* NAD 83(1986) POSITION- 40 15 23.     (N) 097 34 38.     (W)   SCALED
 LG0603* NAVD 88 ORTHO HEIGHT -   459.023 (meters)     1505.98  (feet) ADJUSTED
 LG0603  ______________________________________________________________________
 LG0603  GEOID HEIGHT    -        -26.840 (meters)                     GEOID18
 LG0603  DYNAMIC HEIGHT  -        458.754 (meters)     1505.10  (feet) COMP
 LG0603  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 LG0603
 LG0603  VERT ORDER      -  SECOND    CLASS 0
 LG0603
 LG0603.The horizontal coordinates were scaled from a map and have
 LG0603.an estimated accuracy of +/- 6 seconds.
 LG0603
 LG0603.The orthometric height was determined by differential leveling and
 LG0603.adjusted by the NATIONAL GEODETIC SURVEY
 LG0603.in June 1991.
 LG0603
 LG0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0603.GEOID18 height accuracy estimate available here.
 LG0603
 LG0603.Click photographs - Photos may exist for this station.
 LG0603
 LG0603.The dynamic height is computed by dividing the NAVD 88
 LG0603.geopotential number by the normal gravity value computed on the
 LG0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0603.degrees latitude (g = 980.6199 gals.).
 LG0603
 LG0603.The modeled gravity was interpolated from observed gravity values.
 LG0603
 LG0603;                    North         East    Units  Estimated Accuracy
 LG0603;SPC NE       -    49,860.      706,070.      MT  (+/- 180 meters Scaled)
 LG0603
 LG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK209571(NAD 83)
 LG0603
 LG0603                          SUPERSEDED SURVEY CONTROL
 LG0603
 LG0603  NGVD 29 (??/??/92)  458.845  (m)         1505.39   (f) ADJ UNCH    2 0
 LG0603
 LG0603.Superseded values are not recommended for survey control.
 LG0603
 LG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0603.See file dsdata.pdf to determine how the superseded data were derived.
 LG0603
 LG0603_MARKER: DB = BENCH MARK DISK
 LG0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0603_STAMPING: Y 170 1934
 LG0603_MARK LOGO: CGS
 LG0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0603+STABILITY: SURFACE MOTION
 LG0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0603+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 LG0603
 LG0603  HISTORY     - Date     Condition        Report By
 LG0603  HISTORY     - 1934     MONUMENTED       CGS
 LG0603  HISTORY     - 1958     MARK NOT FOUND   CGS
 LG0603  HISTORY     - 20020830 GOOD             INDIV
 LG0603
 LG0603                          STATION DESCRIPTION
 LG0603
 LG0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LG0603'1.2 MI W FROM BELVIDERE.
 LG0603'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0603'AT BELVIDERE, THAYER COUNTY, 8 POLES EAST OF MILEPOST 178,
 LG0603'12 RAILS WEST OF A ROAD CROSSING, AND 42 FEET SOUTH OF THE
 LG0603'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 170 1934
 LG0603'AND SET IN THE TOP OF A CONCRETE POST.
 LG0603
 LG0603                          STATION RECOVERY (2002)
 LG0603
 LG0603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LLB)
 LG0603'327 FEET WEST OF CENTERLINE SOUTHBOUND LANE HIGHWAY 81 AT MILE MARKER
 LG0603'18 PLUS 59,NORTH 52.5 FEET TO SOUTH RAIL OF DOUBLE SET RAILROAD
 LG0603'TRACKS,110 FEET WESTNORTHWEST OF OLD DOUBLE TELEPHONE POST WITH
 LG0603'RAILROAD MARKER 211 WITH 6 GUY WIRES,SOUTH 0.9 FEET TO BOTTOM STEEL
 LG0603'WITNESS SIGN POST, SOUTH 30.84 FEET TO 14 INCH TREE WITH 60D NAIL ON
 LG0603'WESTSIDE AND 3.5 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0622 ***********************************************************************
 LG0622  DESIGNATION -  Y 171
 LG0622  PID         -  LG0622
 LG0622  STATE/COUNTY-  NE/NUCKOLLS
 LG0622  COUNTRY     -  US
 LG0622  USGS QUAD   -  DAVENPORT (2017)
 LG0622
 LG0622                         *CURRENT SURVEY CONTROL
 LG0622  ______________________________________________________________________
 LG0622* NAD 83(1986) POSITION- 40 16 58.     (N) 097 51 32.     (W)   SCALED
 LG0622* NAVD 88 ORTHO HEIGHT -   507.365 (meters)     1664.58  (feet) ADJUSTED
 LG0622  ______________________________________________________________________
 LG0622  GEOID HEIGHT    -        -26.430 (meters)                     GEOID18
 LG0622  DYNAMIC HEIGHT  -        507.071 (meters)     1663.62  (feet) COMP
 LG0622  MODELED GRAVITY -    980,029.4   (mgal)                       NAVD 88
 LG0622
 LG0622  VERT ORDER      -  SECOND    CLASS 0
 LG0622
 LG0622.The horizontal coordinates were scaled from a map and have
 LG0622.an estimated accuracy of +/- 6 seconds.
 LG0622
 LG0622.The orthometric height was determined by differential leveling and
 LG0622.adjusted by the NATIONAL GEODETIC SURVEY
 LG0622.in June 1991.
 LG0622
 LG0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0622.GEOID18 height accuracy estimate available here.
 LG0622
 LG0622.Click photographs - Photos may exist for this station.
 LG0622
 LG0622.The dynamic height is computed by dividing the NAVD 88
 LG0622.geopotential number by the normal gravity value computed on the
 LG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0622.degrees latitude (g = 980.6199 gals.).
 LG0622
 LG0622.The modeled gravity was interpolated from observed gravity values.
 LG0622
 LG0622;                    North         East    Units  Estimated Accuracy
 LG0622;SPC NE       -    52,160.      682,040.      MT  (+/- 180 meters Scaled)
 LG0622
 LG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK970597(NAD 83)
 LG0622
 LG0622                          SUPERSEDED SURVEY CONTROL
 LG0622
 LG0622  NGVD 29 (??/??/92)  507.178  (m)         1663.97   (f) ADJ UNCH    2 0
 LG0622
 LG0622.Superseded values are not recommended for survey control.
 LG0622
 LG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0622.See file dsdata.pdf to determine how the superseded data were derived.
 LG0622
 LG0622_MARKER: DB = BENCH MARK DISK
 LG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0622_STAMPING: Y 171 1934
 LG0622_MARK LOGO: CGS
 LG0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0622+STABILITY: SURFACE MOTION
 LG0622
 LG0622  HISTORY     - Date     Condition        Report By
 LG0622  HISTORY     - 1934     MONUMENTED       CGS
 LG0622  HISTORY     - 1941     GOOD             CGS
 LG0622
 LG0622                          STATION DESCRIPTION
 LG0622
 LG0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0622'3.4 MI SW FROM DAVENPORT.
 LG0622'IN NUCKOLLS COUNTY, 3.4 MILES SOUTHWEST ALONG THE CHICAGO AND
 LG0622'NORTH WESTERN RAILWAY FROM THE STATION AT DAVENPORT, THAYER COUNTY,
 LG0622'6 POLES SOUTHWEST OF MILEPOST 99, AT A ROAD CROSSING, 45 FEET
 LG0622'WEST OF THE CENTER LINE OF THE ROAD, AND 50 FEET SOUTH OF THE
 LG0622'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 171 1934
 LG0622'AND SET IN THE TOP OF A CONCRETE POST.
 LG0622
 LG0622                          STATION RECOVERY (1941)
 LG0622
 LG0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0673 ***********************************************************************
 LG0673  DESIGNATION -  Y 172
 LG0673  PID         -  LG0673
 LG0673  STATE/COUNTY-  NE/FILLMORE
 LG0673  COUNTRY     -  US
 LG0673  USGS QUAD   -  GENEVA (2017)
 LG0673
 LG0673                         *CURRENT SURVEY CONTROL
 LG0673  ______________________________________________________________________
 LG0673* NAD 83(1986) POSITION- 40 34 04.     (N) 097 36 17.     (W)   SCALED
 LG0673* NAVD 88 ORTHO HEIGHT -   500.220 (meters)     1641.14  (feet) ADJUSTED
 LG0673  ______________________________________________________________________
 LG0673  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 LG0673  DYNAMIC HEIGHT  -        499.940 (meters)     1640.22  (feet) COMP
 LG0673  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 LG0673
 LG0673  VERT ORDER      -  SECOND    CLASS 0
 LG0673
 LG0673.The horizontal coordinates were scaled from a map and have
 LG0673.an estimated accuracy of +/- 6 seconds.
 LG0673
 LG0673.The orthometric height was determined by differential leveling and
 LG0673.adjusted by the NATIONAL GEODETIC SURVEY
 LG0673.in June 1991.
 LG0673
 LG0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0673.GEOID18 height accuracy estimate available here.
 LG0673
 LG0673.Click photographs - Photos may exist for this station.
 LG0673
 LG0673.The dynamic height is computed by dividing the NAVD 88
 LG0673.geopotential number by the normal gravity value computed on the
 LG0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0673.degrees latitude (g = 980.6199 gals.).
 LG0673
 LG0673.The modeled gravity was interpolated from observed gravity values.
 LG0673
 LG0673;                    North         East    Units  Estimated Accuracy
 LG0673;SPC NE       -    84,350.      702,770.      MT  (+/- 180 meters Scaled)
 LG0673
 LG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK181917(NAD 83)
 LG0673
 LG0673                          SUPERSEDED SURVEY CONTROL
 LG0673
 LG0673  NGVD 29 (??/??/92)  500.040  (m)         1640.55   (f) ADJ UNCH    2 0
 LG0673
 LG0673.Superseded values are not recommended for survey control.
 LG0673
 LG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0673.See file dsdata.pdf to determine how the superseded data were derived.
 LG0673
 LG0673_MARKER: DB = BENCH MARK DISK
 LG0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0673_STAMPING: Y 172 1934
 LG0673_MARK LOGO: CGS
 LG0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0673+STABILITY: SURFACE MOTION
 LG0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0673+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2013
 LG0673
 LG0673  HISTORY     - Date     Condition        Report By
 LG0673  HISTORY     - 1934     MONUMENTED       CGS
 LG0673  HISTORY     - 1941     GOOD             CGS
 LG0673  HISTORY     - 20130501 GOOD             INDIV
 LG0673
 LG0673                          STATION DESCRIPTION
 LG0673
 LG0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0673'3 MI N FROM GENEVA.
 LG0673'3.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0673'FROM THE STATION AT GENEVA, FILLMORE COUNTY, AT A ROAD CROSSING,
 LG0673'55 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 28 FEET SOUTH
 LG0673'OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 LG0673'POST.
 LG0673
 LG0673                          STATION RECOVERY (1941)
 LG0673
 LG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0673'RECOVERED IN GOOD CONDITION.
 LG0673
 LG0673                          STATION RECOVERY (2013)
 LG0673
 LG0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 LG0673'RECOVERED AS DESCRIBED.WE SET A NEW MARK 54.78 FT.NORTH OF Y 172 1934
 LG0673'AND WE STAMPED IT Y 172 RESET 2013 SINCE THE 1934 MARK MIGHT BE
 LG0673'DESTROYED, 6.70 FT. NORTH TO ORANGE CARSONITE WITNESS, 8.32 FT.NORTH
 LG0673'TO NAIL IN POWER POLE,69.20 FT.SW TO NAIL TOP R.R.TIE GATE POST, 22
 LG0673'FT.SOUTH TO CO.RD. J, MARK IS FLUSH. FROM MILE MKR.40 ON HWY 81 GO
 LG0673'NORTH 0.7 MILE TO J RD. GO WEST 0.5 MILE TO MARK.STATE ELEV.1639.282
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0356 ***********************************************************************
 LG0356  DESIGNATION -  Y 174
 LG0356  PID         -  LG0356
 LG0356  STATE/COUNTY-  NE/LANCASTER
 LG0356  COUNTRY     -  US
 LG0356  USGS QUAD   -  CORTLAND (2017)
 LG0356
 LG0356                         *CURRENT SURVEY CONTROL
 LG0356  ______________________________________________________________________
 LG0356* NAD 83(1986) POSITION- 40 34 23.     (N) 096 42 14.     (W)   SCALED
 LG0356* NAVD 88 ORTHO HEIGHT -   435.657 (meters)     1429.32  (feet) ADJUSTED
 LG0356  ______________________________________________________________________
 LG0356  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 LG0356  DYNAMIC HEIGHT  -        435.456 (meters)     1428.66  (feet) COMP
 LG0356  MODELED GRAVITY -    980,150.5   (mgal)                       NAVD 88
 LG0356
 LG0356  VERT ORDER      -  SECOND    CLASS 0
 LG0356
 LG0356.The horizontal coordinates were scaled from a map and have
 LG0356.an estimated accuracy of +/- 6 seconds.
 LG0356
 LG0356.The orthometric height was determined by differential leveling and
 LG0356.adjusted by the NATIONAL GEODETIC SURVEY
 LG0356.in June 1991.
 LG0356
 LG0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0356.GEOID18 height accuracy estimate available here.
 LG0356
 LG0356.Click photographs - Photos may exist for this station.
 LG0356
 LG0356.The dynamic height is computed by dividing the NAVD 88
 LG0356.geopotential number by the normal gravity value computed on the
 LG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0356.degrees latitude (g = 980.6199 gals.).
 LG0356
 LG0356.The modeled gravity was interpolated from observed gravity values.
 LG0356
 LG0356;                    North         East    Units  Estimated Accuracy
 LG0356;SPC NE       -    87,450.      778,970.      MT  (+/- 180 meters Scaled)
 LG0356
 LG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK943938(NAD 83)
 LG0356
 LG0356                          SUPERSEDED SURVEY CONTROL
 LG0356
 LG0356  NGVD 29 (??/??/92)  435.562  (m)         1429.01   (f) ADJ UNCH    2 0
 LG0356
 LG0356.Superseded values are not recommended for survey control.
 LG0356
 LG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0356.See file dsdata.pdf to determine how the superseded data were derived.
 LG0356
 LG0356_MARKER: DB = BENCH MARK DISK
 LG0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0356_STAMPING: Y 174 1934
 LG0356_MARK LOGO: CGS
 LG0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0356+STABILITY: SURFACE MOTION
 LG0356
 LG0356  HISTORY     - Date     Condition        Report By
 LG0356  HISTORY     - 1934     MONUMENTED       CGS
 LG0356  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0356
 LG0356                          STATION DESCRIPTION
 LG0356
 LG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0356'AT PRINCETON.
 LG0356'AT PRINCETON, LANCASTER COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0356'159 FEET SOUTHWEST OF THE STATION, AND 39 FEET WEST OF THE CENTER
 LG0356'LINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 174 1934 AND SET
 LG0356'IN THE TOP OF A CONCRETE POST.
 LG0356
 LG0356                          STATION RECOVERY (1964)
 LG0356
 LG0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0524 ***********************************************************************
 LF0524  DESIGNATION -  Y 175
 LF0524  PID         -  LF0524
 LF0524  STATE/COUNTY-  NE/RICHARDSON
 LF0524  COUNTRY     -  US
 LF0524  USGS QUAD   -  FALLS CITY (2017)
 LF0524
 LF0524                         *CURRENT SURVEY CONTROL
 LF0524  ______________________________________________________________________
 LF0524* NAD 83(1986) POSITION- 40 02 55.     (N) 095 35 44.     (W)   SCALED
 LF0524* NAVD 88 ORTHO HEIGHT -   276.043 (meters)      905.65  (feet) ADJUSTED
 LF0524  ______________________________________________________________________
 LF0524  GEOID HEIGHT    -        -30.481 (meters)                     GEOID18
 LF0524  DYNAMIC HEIGHT  -        275.890 (meters)      905.15  (feet) COMP
 LF0524  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 LF0524
 LF0524  VERT ORDER      -  SECOND    CLASS 0
 LF0524
 LF0524.The horizontal coordinates were scaled from a map and have
 LF0524.an estimated accuracy of +/- 6 seconds.
 LF0524
 LF0524.The orthometric height was determined by differential leveling and
 LF0524.adjusted by the NATIONAL GEODETIC SURVEY
 LF0524.in June 1991.
 LF0524
 LF0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0524.GEOID18 height accuracy estimate available here.
 LF0524
 LF0524.Click photographs - Photos may exist for this station.
 LF0524
 LF0524.The dynamic height is computed by dividing the NAVD 88
 LF0524.geopotential number by the normal gravity value computed on the
 LF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0524.degrees latitude (g = 980.6199 gals.).
 LF0524
 LF0524.The modeled gravity was interpolated from observed gravity values.
 LF0524
 LF0524;                    North         East    Units  Estimated Accuracy
 LF0524;SPC NE       -    33,480.      875,680.      MT  (+/- 180 meters Scaled)
 LF0524
 LF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE785363(NAD 83)
 LF0524
 LF0524                          SUPERSEDED SURVEY CONTROL
 LF0524
 LF0524  NGVD 29 (??/??/92)  275.963  (m)          905.39   (f) ADJ UNCH    2 0
 LF0524
 LF0524.Superseded values are not recommended for survey control.
 LF0524
 LF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0524.See file dsdata.pdf to determine how the superseded data were derived.
 LF0524
 LF0524_MARKER: DB = BENCH MARK DISK
 LF0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0524_STAMPING: Y 175 1934
 LF0524_MARK LOGO: CGS
 LF0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0524+STABILITY: SURFACE MOTION
 LF0524
 LF0524  HISTORY     - Date     Condition        Report By
 LF0524  HISTORY     - 1934     MONUMENTED       CGS
 LF0524  HISTORY     - 1934     GOOD             CGS
 LF0524
 LF0524                          STATION DESCRIPTION
 LF0524
 LF0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0524'AT FALLS CITY.
 LF0524'ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD 1 BLOCK EAST OF
 LF0524'THE STATION.  40 FEET NORTH OF THE CENTERLINE OF THE NORTHMOST
 LF0524'TRACK, AND IN THE SOUTHEAST CORNER OF THE RAILROAD LAWN.  ONE
 LF0524'BLOCK NORTH OF THE MISSOURI PACIFIC DIVISION HEADQUARTERS.
 LF0524'STANDARD DISK SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0525 ***********************************************************************
 LF0525  DESIGNATION -  Y 175 RESET
 LF0525  PID         -  LF0525
 LF0525  STATE/COUNTY-  NE/RICHARDSON
 LF0525  COUNTRY     -  US
 LF0525  USGS QUAD   -  FALLS CITY (2017)
 LF0525
 LF0525                         *CURRENT SURVEY CONTROL
 LF0525  ______________________________________________________________________
 LF0525* NAD 83(2011) POSITION- 40 02 55.81618(N) 095 35 44.51841(W)   ADJUSTED
 LF0525* NAD 83(2011) ELLIP HT-   245.554 (meters)        (08/06/19)   ADJUSTED
 LF0525* NAD 83(2011) EPOCH   -  2010.00
 LF0525* NAVD 88 ORTHO HEIGHT -   276.050 (meters)      905.67  (feet) ADJUSTED
 LF0525  ______________________________________________________________________
 LF0525  GEOID HEIGHT    -        -30.481 (meters)                     GEOID18
 LF0525  NAD 83(2011) X  -   -476,757.392 (meters)                     COMP
 LF0525  NAD 83(2011) Y  - -4,866,108.756 (meters)                     COMP
 LF0525  NAD 83(2011) Z  -  4,082,296.125 (meters)                     COMP
 LF0525  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 LF0525  DYNAMIC HEIGHT  -        275.896 (meters)      905.17  (feet) COMP
 LF0525  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 LF0525
 LF0525  VERT ORDER      -  SECOND    CLASS 0
 LF0525
 LF0525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LF0525  Standards:
 LF0525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LF0525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LF0525  -------------------------------------------------------------------
 LF0525  NETWORK    0.58   1.10           0.27   0.19   0.56      0.04614965
 LF0525  -------------------------------------------------------------------
 LF0525  Click here for local accuracies and other accuracy information.
 LF0525
 LF0525.The horizontal coordinates were established by GPS observations
 LF0525.and adjusted by the JORGENSEN SURVEYING in August 2019.
 LF0525
 LF0525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LF0525.been affixed to the stable North American tectonic plate. See 
 LF0525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LF0525
 LF0525.The horizontal coordinates are valid at the epoch date displayed above
 LF0525.which is a decimal equivalence of Year/Month/Day.
 LF0525
 LF0525.The orthometric height was determined by differential leveling and
 LF0525.adjusted by the NATIONAL GEODETIC SURVEY
 LF0525.in June 1991.
 LF0525
 LF0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0525.GEOID18 height accuracy estimate available here.
 LF0525
 LF0525.Click photographs - Photos may exist for this station.
 LF0525
 LF0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0525
 LF0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 LF0525
 LF0525.The ellipsoidal height was determined by GPS observations
 LF0525.and is referenced to NAD 83.
 LF0525
 LF0525.The dynamic height is computed by dividing the NAVD 88
 LF0525.geopotential number by the normal gravity value computed on the
 LF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0525.degrees latitude (g = 980.6199 gals.).
 LF0525
 LF0525.The modeled gravity was interpolated from observed gravity values.
 LF0525
 LF0525. The following values were computed from the NAD 83(2011) position.
 LF0525
 LF0525;                    North         East     Units Scale Factor Converg.
 LF0525;SPC NE       -    33,499.275   875,661.442   MT  0.99997829   +2 55 07.4
 LF0525;SPC NE       -   109,905.54  2,872,899.25   sFT  0.99997829   +2 55 07.4
 LF0525;UTM  15      - 4,436,406.228   278,576.615   MT  1.00020360   -1 40 15.1
 LF0525
 LF0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0525!SPC NE       -   0.99996148  x   0.99997829  =   0.99993977
 LF0525!UTM  15      -   0.99996148  x   1.00020360  =   1.00016507
 LF0525
 LF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7857636406(NAD 83)
 LF0525
 LF0525                          SUPERSEDED SURVEY CONTROL
 LF0525
 LF0525  NGVD 29 (??/??/92)  275.969  (m)          905.41   (f) ADJ UNCH    2 0
 LF0525
 LF0525.Superseded values are not recommended for survey control.
 LF0525
 LF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0525.See file dsdata.pdf to determine how the superseded data were derived.
 LF0525
 LF0525_MARKER: DB = BENCH MARK DISK
 LF0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0525_STAMPING: Y 175 1934 RESET 1948
 LF0525_MARK LOGO: CGS
 LF0525_PROJECTION: FLUSH
 LF0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0525+STABILITY: SURFACE MOTION
 LF0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0525+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 LF0525
 LF0525  HISTORY     - Date     Condition        Report By
 LF0525  HISTORY     - 1948     MONUMENTED       CGS
 LF0525  HISTORY     - 20080328 GOOD             INDIV
 LF0525  HISTORY     - 20090401 GOOD             JORSUR
 LF0525
 LF0525                          STATION DESCRIPTION
 LF0525
 LF0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0525'AT FALLS CITY.
 LF0525'AT FALLS CITY, ABOUT 1 BLOCK EAST OF THE CHICAGO, BURLINGTON
 LF0525'AND QUINCY RAILROAD STATION, ABOUT 1 BLOCK NORTH OF THE MISSOURI
 LF0525'PACIFIC RAILROAD DIVISION HEADQUARTERS, IN THE SOUTHEAST CORNER
 LF0525'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD LAWN, 40 FEET
 LF0525'NORTH OF THE CENTER LINE OF THE NORTH TRACK, SET IN THE TOP OF A
 LF0525'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS FOUND BROKEN OFF
 LF0525'ABOUT 1 FOOT BELOW THE GROUND BY THE RELEVELING PARTY IN AUGUST
 LF0525'1948.  IT WAS REINFORCED AND RESET IN THE SAME LOCATION.
 LF0525
 LF0525                          STATION RECOVERY (2008)
 LF0525
 LF0525'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF0525'PRIOR DESCRIPTION NO LONGER ADEQUATE.  MARK IS LOCATED IN THE
 LF0525'SOUTHWEST QUADRANT OF THE INTERSECTION OF FULTON STREET AND INDUSTRIAL
 LF0525'/ 4TH STREET.  POINT LIES 26' WEST OF CENTERLINE FULTON STREET AND 91'
 LF0525'SOUTH OF CENTERLINE INDUSTRIAL ROAD TO EAST.  MARK IS 4' SOUTH OF A
 LF0525'POWER POLE, AND 3' SOUTH OF A GAS LINE MARKER.  BENCHMARK SIGN HAS
 LF0525'BEEN DAMAGED BUT IS ON THE WEST SIDE OF MARKER.  MARK IS UNDER 4-5
 LF0525'INCHES OF GRAVEL.
 LF0525
 LF0525                          STATION RECOVERY (2009)
 LF0525
 LF0525'RECOVERY NOTE BY JORGENSEN SURVEYING 2009 (BAJ)
 LF0525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0197 ***********************************************************************
 LG0197  DESIGNATION -  Y 176
 LG0197  PID         -  LG0197
 LG0197  STATE/COUNTY-  NE/JOHNSON
 LG0197  COUNTRY     -  US
 LG0197  USGS QUAD   -  TECUMSEH NE (2017)
 LG0197
 LG0197                         *CURRENT SURVEY CONTROL
 LG0197  ______________________________________________________________________
 LG0197* NAD 83(1986) POSITION- 40 24 01.11   (N) 096 06 15.75   (W)   HD_HELD1
 LG0197* NAVD 88 ORTHO HEIGHT -   366.509 (meters)     1202.45  (feet) ADJUSTED
 LG0197  ______________________________________________________________________
 LG0197  GEOID HEIGHT    -        -28.653 (meters)                     GEOID18
 LG0197  DYNAMIC HEIGHT  -        366.310 (meters)     1201.80  (feet) COMP
 LG0197  MODELED GRAVITY -    980,072.1   (mgal)                       NAVD 88
 LG0197
 LG0197  VERT ORDER      -  SECOND    CLASS 0
 LG0197
 LG0197.The horizontal coordinates were determined by differentially corrected
 LG0197.hand held GPS observations or other comparable positioning techniques
 LG0197.and have an estimated accuracy of +/- 3 meters.
 LG0197
 LG0197.The orthometric height was determined by differential leveling and
 LG0197.adjusted by the NATIONAL GEODETIC SURVEY
 LG0197.in June 1991.
 LG0197
 LG0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0197.GEOID18 height accuracy estimate available here.
 LG0197
 LG0197.Click photographs - Photos may exist for this station.
 LG0197
 LG0197.The dynamic height is computed by dividing the NAVD 88
 LG0197.geopotential number by the normal gravity value computed on the
 LG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0197.degrees latitude (g = 980.6199 gals.).
 LG0197
 LG0197.The modeled gravity was interpolated from observed gravity values.
 LG0197
 LG0197;                    North         East    Units  Estimated Accuracy
 LG0197;SPC NE       -    70,400.3     830,547.9     MT  (+/- 3 meters HH1 GPS) 
 LG0197
 LG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4573776215(NAD 83)
 LG0197
 LG0197                          SUPERSEDED SURVEY CONTROL
 LG0197
 LG0197  NGVD 29 (??/??/92)  366.412  (m)         1202.14   (f) ADJ UNCH    2 0
 LG0197
 LG0197.Superseded values are not recommended for survey control.
 LG0197
 LG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0197.See file dsdata.pdf to determine how the superseded data were derived.
 LG0197
 LG0197_MARKER: DB = BENCH MARK DISK
 LG0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0197_STAMPING: Y 176 1934
 LG0197_MARK LOGO: CGS
 LG0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0197+STABILITY: SURFACE MOTION
 LG0197
 LG0197  HISTORY     - Date     Condition        Report By
 LG0197  HISTORY     - 1934     MONUMENTED       CGS
 LG0197
 LG0197                          STATION DESCRIPTION
 LG0197
 LG0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0197'1 MI W FROM GRAF.
 LG0197'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0197'FROM THE STATION AT GRAF, JOHNSON COUNTY, 6 RAILS EAST OF
 LG0197'MILEPOST 54, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTERLINE OF
 LG0197'THE ROAD, AND 40 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 LG0197'STANDARD DISK, STAMPED Y 176 1934 AND SET IN THE TOP OF A CONCRETE
 LG0197'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0518 ***********************************************************************
 LF0518  DESIGNATION -  Y 177
 LF0518  PID         -  LF0518
 LF0518  STATE/COUNTY-  NE/RICHARDSON
 LF0518  COUNTRY     -  US
 LF0518  USGS QUAD   -  VERDON (2017)
 LF0518
 LF0518                         *CURRENT SURVEY CONTROL
 LF0518  ______________________________________________________________________
 LF0518* NAD 83(1986) POSITION- 40 07 48.     (N) 095 41 26.     (W)   SCALED
 LF0518* NAVD 88 ORTHO HEIGHT -   280.116 (meters)      919.01  (feet) ADJUSTED
 LF0518  ______________________________________________________________________
 LF0518  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 LF0518  DYNAMIC HEIGHT  -        279.961 (meters)      918.51  (feet) COMP
 LF0518  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 LF0518
 LF0518  VERT ORDER      -  SECOND    CLASS 0
 LF0518
 LF0518.The horizontal coordinates were scaled from a map and have
 LF0518.an estimated accuracy of +/- 6 seconds.
 LF0518
 LF0518.The orthometric height was determined by differential leveling and
 LF0518.adjusted by the NATIONAL GEODETIC SURVEY
 LF0518.in June 1991.
 LF0518
 LF0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0518.GEOID18 height accuracy estimate available here.
 LF0518
 LF0518.Click photographs - Photos may exist for this station.
 LF0518
 LF0518.The dynamic height is computed by dividing the NAVD 88
 LF0518.geopotential number by the normal gravity value computed on the
 LF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0518.degrees latitude (g = 980.6199 gals.).
 LF0518
 LF0518.The modeled gravity was interpolated from observed gravity values.
 LF0518
 LF0518;                    North         East    Units  Estimated Accuracy
 LF0518;SPC NE       -    42,090.      867,130.      MT  (+/- 180 meters Scaled)
 LF0518
 LF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE707456(NAD 83)
 LF0518
 LF0518                          SUPERSEDED SURVEY CONTROL
 LF0518
 LF0518  NGVD 29 (??/??/92)  280.041  (m)          918.77   (f) ADJ UNCH    2 0
 LF0518
 LF0518.Superseded values are not recommended for survey control.
 LF0518
 LF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0518.See file dsdata.pdf to determine how the superseded data were derived.
 LF0518
 LF0518_MARKER: DB = BENCH MARK DISK
 LF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0518_STAMPING: Y 177 1934
 LF0518_MARK LOGO: CGS
 LF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0518+STABILITY: SURFACE MOTION
 LF0518
 LF0518  HISTORY     - Date     Condition        Report By
 LF0518  HISTORY     - 1934     MONUMENTED       CGS
 LF0518  HISTORY     - 1975     GOOD             NGS
 LF0518
 LF0518                          STATION DESCRIPTION
 LF0518
 LF0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0518'1.6 MI S FROM VERDON.
 LF0518'1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0518'CROSSING OF STATE HIGHWAY 4 AT VERDON, RICHARDSON COUNTY, AT A
 LF0518'ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 40
 LF0518'FEET WEST OF THE CENTERLINE OF THE ROAD, AND ON THE RIGHT-OF-WAY
 LF0518'LINE.  A STANDARD DISK, STAMPED Y 177 1934 AND SET IN THE TOP
 LF0518'OF A CONCRETE POST.
 LF0518
 LF0518                          STATION RECOVERY (1975)
 LF0518
 LF0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0114 ***********************************************************************
 NO0114  DESIGNATION -  Y 18
 NO0114  PID         -  NO0114
 NO0114  STATE/COUNTY-  NE/CHERRY
 NO0114  COUNTRY     -  US
 NO0114  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0114
 NO0114                         *CURRENT SURVEY CONTROL
 NO0114  ______________________________________________________________________
 NO0114* NAD 83(1986) POSITION- 42 48 47.98   (N) 100 30 17.14   (W)   HD_HELD1
 NO0114* NAVD 88 ORTHO HEIGHT -   796.617 (meters)     2613.57  (feet) ADJUSTED
 NO0114  ______________________________________________________________________
 NO0114  GEOID HEIGHT    -        -21.833 (meters)                     GEOID18
 NO0114  DYNAMIC HEIGHT  -        796.295 (meters)     2612.51  (feet) COMP
 NO0114  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 NO0114
 NO0114  VERT ORDER      -  FIRST     CLASS II
 NO0114
 NO0114.The horizontal coordinates were determined by differentially corrected
 NO0114.hand held GPS observations or other comparable positioning techniques
 NO0114.and have an estimated accuracy of +/- 3 meters.
 NO0114
 NO0114.The orthometric height was determined by differential leveling and
 NO0114.adjusted by the NATIONAL GEODETIC SURVEY
 NO0114.in June 1991.
 NO0114
 NO0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0114.GEOID18 height accuracy estimate available here.
 NO0114
 NO0114.Click photographs - Photos may exist for this station.
 NO0114
 NO0114.The dynamic height is computed by dividing the NAVD 88
 NO0114.geopotential number by the normal gravity value computed on the
 NO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0114.degrees latitude (g = 980.6199 gals.).
 NO0114
 NO0114.The modeled gravity was interpolated from observed gravity values.
 NO0114
 NO0114;                    North         East    Units  Estimated Accuracy
 NO0114;SPC NE       -   331,005.0     458,720.5     MT  (+/- 3 meters HH1 GPS) 
 NO0114
 NO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7697741183(NAD 83)
 NO0114
 NO0114                          SUPERSEDED SURVEY CONTROL
 NO0114
 NO0114  NGVD 29 (??/??/92)  796.337  (m)         2612.65   (f) ADJ UNCH    1 2
 NO0114
 NO0114.Superseded values are not recommended for survey control.
 NO0114
 NO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0114.See file dsdata.pdf to determine how the superseded data were derived.
 NO0114
 NO0114_MARKER: DB = BENCH MARK DISK
 NO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0114_STAMPING: 2612.649 Y 18 1933
 NO0114_MARK LOGO: CGS
 NO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0114+STABILITY: SURFACE MOTION
 NO0114
 NO0114  HISTORY     - Date     Condition        Report By
 NO0114  HISTORY     - 1933     MONUMENTED       CGS
 NO0114  HISTORY     - 1946     GOOD             CGS
 NO0114  HISTORY     - 19910803 MARK NOT FOUND   NGS
 NO0114
 NO0114                          STATION DESCRIPTION
 NO0114
 NO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0114'5 MI FROM VALENTINE.
 NO0114'5.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0114'FROM THE STATION AT VALENTINE, 1.5 MILES NORTHWEST OF THACHER,
 NO0114'2.7 MILES SOUTHEAST OF THE BRIDGE OVER NIOBRARA RIVER, 9 1/4
 NO0114'RAILS EAST OF CULVERT 471, AT A ROAD CROSSING, 45 FEET EAST OF
 NO0114'THE CENTERLINE OF THE ROAD, 33 FEET NORTH OF THE CENTERLINE
 NO0114'OF THE TRACK, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK,
 NO0114'STAMPED 2612.649 Y 18 1933 AND SET IN THE TOP OF A CONCRETE
 NO0114'POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0114
 NO0114                          STATION RECOVERY (1991)
 NO0114
 NO0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0114'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0285 ***********************************************************************
 NN0285  DESIGNATION -  Y 19
 NN0285  PID         -  NN0285
 NN0285  STATE/COUNTY-  NE/BOYD
 NN0285  COUNTRY     -  US
 NN0285  USGS QUAD   -  BUTTE (2017)
 NN0285
 NN0285                         *CURRENT SURVEY CONTROL
 NN0285  ______________________________________________________________________
 NN0285* NAD 83(1986) POSITION- 42 54 41.     (N) 098 50 55.     (W)   SCALED
 NN0285* NAVD 88 ORTHO HEIGHT -   550.465 (meters)     1805.98  (feet) ADJUSTED
 NN0285  ______________________________________________________________________
 NN0285  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 NN0285  DYNAMIC HEIGHT  -        550.264 (meters)     1805.32  (feet) COMP
 NN0285  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 NN0285
 NN0285  VERT ORDER      -  FIRST     CLASS II
 NN0285
 NN0285.The horizontal coordinates were scaled from a map and have
 NN0285.an estimated accuracy of +/- 6 seconds.
 NN0285
 NN0285.The orthometric height was determined by differential leveling and
 NN0285.adjusted by the NATIONAL GEODETIC SURVEY
 NN0285.in June 1991.
 NN0285
 NN0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0285.GEOID18 height accuracy estimate available here.
 NN0285
 NN0285.Click photographs - Photos may exist for this station.
 NN0285
 NN0285.The dynamic height is computed by dividing the NAVD 88
 NN0285.geopotential number by the normal gravity value computed on the
 NN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0285.degrees latitude (g = 980.6199 gals.).
 NN0285
 NN0285.The modeled gravity was interpolated from observed gravity values.
 NN0285
 NN0285;                    North         East    Units  Estimated Accuracy
 NN0285;SPC NE       -   342,400.      594,010.      MT  (+/- 180 meters Scaled)
 NN0285
 NN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN123509(NAD 83)
 NN0285
 NN0285                          SUPERSEDED SURVEY CONTROL
 NN0285
 NN0285  NGVD 29 (??/??/92)  550.167  (m)         1805.01   (f) ADJ UNCH    1 2
 NN0285
 NN0285.Superseded values are not recommended for survey control.
 NN0285
 NN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0285.See file dsdata.pdf to determine how the superseded data were derived.
 NN0285
 NN0285_MARKER: DB = BENCH MARK DISK
 NN0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0285_SP_SET: PIER
 NN0285_STAMPING: 1805.006 Y 19 1933
 NN0285_MARK LOGO: CGS
 NN0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0285
 NN0285  HISTORY     - Date     Condition        Report By
 NN0285  HISTORY     - 1933     MONUMENTED       CGS
 NN0285
 NN0285                          STATION DESCRIPTION
 NN0285
 NN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0285'AT BUTTE.
 NN0285'AT BUTTE, BOYD COUNTY, ONE BLOCK NORTH OF THE COUNTY COURTHOUSE,
 NN0285'ONE BLOCK EAST OF MAIN STREET, AT THE CITY WATER TANK, AND IN
 NN0285'THE TOP OF THE NORTH CORNER OF THE NORTHEAST CONCRETE FOUNDATION
 NN0285'PIER.  A STANDARD DISK, STAMPED 1805.006 Y 19 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0499 ***********************************************************************
 NN0499  DESIGNATION -  Y 2
 NN0499  PID         -  NN0499
 NN0499  STATE/COUNTY-  NE/BROWN
 NN0499  COUNTRY     -  US
 NN0499  USGS QUAD   -  LONG PINE (2017)
 NN0499
 NN0499                         *CURRENT SURVEY CONTROL
 NN0499  ______________________________________________________________________
 NN0499* NAD 83(1986) POSITION- 42 32 07.     (N) 099 41 55.     (W)   SCALED
 NN0499* NAVD 88 ORTHO HEIGHT -   732.515 (meters)     2403.26  (feet) ADJUSTED
 NN0499  ______________________________________________________________________
 NN0499  GEOID HEIGHT    -        -22.887 (meters)                     GEOID18
 NN0499  DYNAMIC HEIGHT  -        732.209 (meters)     2402.26  (feet) COMP
 NN0499  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 NN0499
 NN0499  VERT ORDER      -  FIRST     CLASS II
 NN0499
 NN0499.The horizontal coordinates were scaled from a map and have
 NN0499.an estimated accuracy of +/- 6 seconds.
 NN0499
 NN0499.The orthometric height was determined by differential leveling and
 NN0499.adjusted by the NATIONAL GEODETIC SURVEY
 NN0499.in June 1991.
 NN0499
 NN0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0499.GEOID18 height accuracy estimate available here.
 NN0499
 NN0499.Click photographs - Photos may exist for this station.
 NN0499
 NN0499.The dynamic height is computed by dividing the NAVD 88
 NN0499.geopotential number by the normal gravity value computed on the
 NN0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0499.degrees latitude (g = 980.6199 gals.).
 NN0499
 NN0499.The modeled gravity was interpolated from observed gravity values.
 NN0499
 NN0499;                    North         East    Units  Estimated Accuracy
 NN0499;SPC NE       -   300,040.      524,760.      MT  (+/- 180 meters Scaled)
 NN0499
 NN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN426094(NAD 83)
 NN0499
 NN0499                          SUPERSEDED SURVEY CONTROL
 NN0499
 NN0499  NGVD 29 (??/??/92)  732.237  (m)         2402.35   (f) ADJ UNCH    1 2
 NN0499
 NN0499.Superseded values are not recommended for survey control.
 NN0499
 NN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0499.See file dsdata.pdf to determine how the superseded data were derived.
 NN0499
 NN0499_MARKER: H = DRILL HOLE
 NN0499_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0499
 NN0499  HISTORY     - Date     Condition        Report By
 NN0499  HISTORY     - 1901     MONUMENTED       CGS
 NN0499  HISTORY     - 1941     GOOD             CGS
 NN0499  HISTORY     - 19971128 MARK NOT FOUND   LOCSUR
 NN0499
 NN0499                          STATION DESCRIPTION
 NN0499
 NN0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NN0499'AT LONG PINE.
 NN0499'AT LONG PINE, BROWN COUNTY, AT THE SMALL PARK EAST OF THE CHICAGO
 NN0499'AND NORTH WESTERN RAILWAY STATION, 42 FEET EAST OF THE EAST FACE
 NN0499'OF THE STATION, 26.3 FEET NORTH OF THE CENTERLINE OF THE MAIN
 NN0499'TRACK, 80 FEET SOUTH OF THE UPSTILL HOTEL, 12 FEET WEST OF THE
 NN0499'EAST FENCE OF THE PARK, AND 4 FEET NORTH OF THE SOUTH FENCE.
 NN0499'THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN
 NN0499'THE TOP OF A LIMESTONE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0499
 NN0499                          STATION RECOVERY (1997)
 NN0499
 NN0499'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0499'STATION SHOULD BE CONSIDERED LOST.  THE PARK, RAILWAY STATION, TRACK,
 NN0499'UPSTILL HOTEL AND FENCE AS DESCRIBED IN THE STATION RECOVERY REPORT OF
 NN0499'1941 NO LONGER EXIST.  A NEWER RAILROAD STATION WAS MOVED IN AROUND
 NN0499'1965 AND STILL EXISTS.  SINCE THE 1941 REPORT INDICAGTED THAT THE
 NN0499'MONUMENT PROJECTED 3 INCHES ABOVE THE GROUND, IT WAS PROBABLY
 NN0499'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0043 ***********************************************************************
 NO0043  DESIGNATION -  Y 20
 NO0043  PID         -  NO0043
 NO0043  STATE/COUNTY-  NE/CHERRY
 NO0043  COUNTRY     -  US
 NO0043  USGS QUAD   -  CORNELL DAM (2017)
 NO0043
 NO0043                         *CURRENT SURVEY CONTROL
 NO0043  ______________________________________________________________________
 NO0043* NAD 83(1986) POSITION- 42 53 58.64   (N) 100 29 01.14   (W)   HD_HELD1
 NO0043* NAVD 88 ORTHO HEIGHT -   723.296 (meters)     2373.01  (feet) ADJUSTED
 NO0043  ______________________________________________________________________
 NO0043  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 NO0043  DYNAMIC HEIGHT  -        723.008 (meters)     2372.07  (feet) COMP
 NO0043  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 NO0043
 NO0043  VERT ORDER      -  FIRST     CLASS II
 NO0043
 NO0043.The horizontal coordinates were determined by differentially corrected
 NO0043.hand held GPS observations or other comparable positioning techniques
 NO0043.and have an estimated accuracy of +/- 3 meters.
 NO0043
 NO0043.The orthometric height was determined by differential leveling and
 NO0043.adjusted by the NATIONAL GEODETIC SURVEY
 NO0043.in June 1991.
 NO0043
 NO0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0043.GEOID18 height accuracy estimate available here.
 NO0043
 NO0043.Click photographs - Photos may exist for this station.
 NO0043
 NO0043.The dynamic height is computed by dividing the NAVD 88
 NO0043.geopotential number by the normal gravity value computed on the
 NO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0043.degrees latitude (g = 980.6199 gals.).
 NO0043
 NO0043.The modeled gravity was interpolated from observed gravity values.
 NO0043
 NO0043;                    North         East    Units  Estimated Accuracy
 NO0043;SPC NE       -   340,580.8     460,500.5     MT  (+/- 3 meters HH1 GPS) 
 NO0043
 NO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7887250735(NAD 83)
 NO0043
 NO0043                          SUPERSEDED SURVEY CONTROL
 NO0043
 NO0043  NGVD 29 (??/??/92)  723.012  (m)         2372.08   (f) ADJ UNCH    1 2
 NO0043
 NO0043.Superseded values are not recommended for survey control.
 NO0043
 NO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0043.See file dsdata.pdf to determine how the superseded data were derived.
 NO0043
 NO0043_MARKER: DB = BENCH MARK DISK
 NO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0043_STAMPING: 2372.082 Y 20 1933
 NO0043_MARK LOGO: CGS
 NO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0043+STABILITY: SURFACE MOTION
 NO0043
 NO0043  HISTORY     - Date     Condition        Report By
 NO0043  HISTORY     - 1933     MONUMENTED       CGS
 NO0043  HISTORY     - 1934     GOOD             CGS
 NO0043
 NO0043                          STATION DESCRIPTION
 NO0043
 NO0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0043'4.4 MI E FROM VALENTINE.
 NO0043'4.4 MILES EAST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 NO0043'VALENTINE, CHERRY COUNTY, 500 FEET SOUTHWEST OF A BRIDGE OVER
 NO0043'NIOBRARA RIVER, AT THE SOUTHEAST CORNER OF A SCHOOLYARD, 83 FEET
 NO0043'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 41 FEET
 NO0043'WEST OF THE CENTERLINE OF THE HIGHWAY, 18.5 FEET NORTH OF THE
 NO0043'SOUTHEAST CORNER OF THE SCHOOLYARD, 6.5 FEET NORTH OF A GATEPOST,
 NO0043'AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED 2372.082
 NO0043'Y 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NO0043'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0059 ***********************************************************************
 LJ0059  DESIGNATION -  Y 200
 LJ0059  PID         -  LJ0059
 LJ0059  STATE/COUNTY-  NE/RED WILLOW
 LJ0059  COUNTRY     -  US
 LJ0059  USGS QUAD   -  DANBURY (2017)
 LJ0059
 LJ0059                         *CURRENT SURVEY CONTROL
 LJ0059  ______________________________________________________________________
 LJ0059* NAD 83(1986) POSITION- 40 02 30.     (N) 100 24 21.     (W)   SCALED
 LJ0059* NAVD 88 ORTHO HEIGHT -   750.048 (meters)     2460.78  (feet) ADJUSTED
 LJ0059  ______________________________________________________________________
 LJ0059  GEOID HEIGHT    -        -24.379 (meters)                     GEOID18
 LJ0059  DYNAMIC HEIGHT  -        749.537 (meters)     2459.11  (feet) COMP
 LJ0059  MODELED GRAVITY -    979,920.2   (mgal)                       NAVD 88
 LJ0059
 LJ0059  VERT ORDER      -  SECOND    CLASS 0
 LJ0059
 LJ0059.The horizontal coordinates were scaled from a map and have
 LJ0059.an estimated accuracy of +/- 6 seconds.
 LJ0059
 LJ0059.The orthometric height was determined by differential leveling and
 LJ0059.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0059.in June 1991.
 LJ0059
 LJ0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0059.GEOID18 height accuracy estimate available here.
 LJ0059
 LJ0059.Click photographs - Photos may exist for this station.
 LJ0059
 LJ0059.The dynamic height is computed by dividing the NAVD 88
 LJ0059.geopotential number by the normal gravity value computed on the
 LJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0059.degrees latitude (g = 980.6199 gals.).
 LJ0059
 LJ0059.The modeled gravity was interpolated from observed gravity values.
 LJ0059
 LJ0059;                    North         East    Units  Estimated Accuracy
 LJ0059;SPC NE       -    23,210.      465,370.      MT  (+/- 180 meters Scaled)
 LJ0059
 LJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK800333(NAD 83)
 LJ0059
 LJ0059                          SUPERSEDED SURVEY CONTROL
 LJ0059
 LJ0059  NGVD 29 (??/??/92)  749.746  (m)         2459.79   (f) ADJ UNCH    2 0
 LJ0059
 LJ0059.Superseded values are not recommended for survey control.
 LJ0059
 LJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0059.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0059
 LJ0059_MARKER: DB = BENCH MARK DISK
 LJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0059_STAMPING: Y 200 1934
 LJ0059_MARK LOGO: CGS
 LJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0059+STABILITY: SURFACE MOTION
 LJ0059
 LJ0059  HISTORY     - Date     Condition        Report By
 LJ0059  HISTORY     - 1934     MONUMENTED       CGS
 LJ0059
 LJ0059                          STATION DESCRIPTION
 LJ0059
 LJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0059'4.5 MI E FROM MARION.
 LJ0059'4.5 MILES EAST OF BURLINGTON RR. STATION AT MARION 60 FEET NORTH
 LJ0059'OF C.B. AND Q. RR. TRACK, 10 FEET WEST OF CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0856 ***********************************************************************
 ML0856  DESIGNATION -  Y 206
 ML0856  PID         -  ML0856
 ML0856  STATE/COUNTY-  NE/CUSTER
 ML0856  COUNTRY     -  US
 ML0856  USGS QUAD   -  ANSELMO NW (2017)
 ML0856
 ML0856                         *CURRENT SURVEY CONTROL
 ML0856  ______________________________________________________________________
 ML0856* NAD 83(1986) POSITION- 41 38 11.     (N) 099 53 15.     (W)   SCALED
 ML0856* NAVD 88 ORTHO HEIGHT -   799.898 (meters)     2624.33  (feet) ADJUSTED
 ML0856  ______________________________________________________________________
 ML0856  GEOID HEIGHT    -        -22.355 (meters)                     GEOID18
 ML0856  DYNAMIC HEIGHT  -        799.487 (meters)     2622.98  (feet) COMP
 ML0856  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 ML0856
 ML0856  VERT ORDER      -  SECOND    CLASS 0
 ML0856
 ML0856.The horizontal coordinates were scaled from a map and have
 ML0856.an estimated accuracy of +/- 6 seconds.
 ML0856
 ML0856.The orthometric height was determined by differential leveling and
 ML0856.adjusted by the NATIONAL GEODETIC SURVEY
 ML0856.in June 1991.
 ML0856
 ML0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0856.GEOID18 height accuracy estimate available here.
 ML0856
 ML0856.Click photographs - Photos may exist for this station.
 ML0856
 ML0856.The dynamic height is computed by dividing the NAVD 88
 ML0856.geopotential number by the normal gravity value computed on the
 ML0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0856.degrees latitude (g = 980.6199 gals.).
 ML0856
 ML0856.The modeled gravity was interpolated from observed gravity values.
 ML0856
 ML0856;                    North         East    Units  Estimated Accuracy
 ML0856;SPC NE       -   200,190.      509,370.      MT  (+/- 180 meters Scaled)
 ML0856
 ML0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM260097(NAD 83)
 ML0856
 ML0856                          SUPERSEDED SURVEY CONTROL
 ML0856
 ML0856  NGVD 29 (??/??/92)  799.623  (m)         2623.43   (f) ADJ UNCH    2 0
 ML0856
 ML0856.Superseded values are not recommended for survey control.
 ML0856
 ML0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0856.See file dsdata.pdf to determine how the superseded data were derived.
 ML0856
 ML0856_MARKER: DB = BENCH MARK DISK
 ML0856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0856_SP_SET: CULVERT HEADWALL
 ML0856_STAMPING: Y 206 1939
 ML0856_MARK LOGO: CGS
 ML0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0856+STABILITY: SURFACE MOTION
 ML0856
 ML0856  HISTORY     - Date     Condition        Report By
 ML0856  HISTORY     - 1939     MONUMENTED       CGS
 ML0856
 ML0856                          STATION DESCRIPTION
 ML0856
 ML0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0856'1.6 MI NW FROM ANSELMO.
 ML0856'1.6 MI. N.W. OF STATION.  MARK SET ON N.E. CULVERT HEADWALL, 23
 ML0856'YDS. S.W. OF S.W. RAIL, 4 FT. S OF END OF CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0857 ***********************************************************************
 ML0857  DESIGNATION -  Y 206 RESET
 ML0857  PID         -  ML0857
 ML0857  STATE/COUNTY-  NE/CUSTER
 ML0857  COUNTRY     -  US
 ML0857  USGS QUAD   -  ANSELMO NW (2017)
 ML0857
 ML0857                         *CURRENT SURVEY CONTROL
 ML0857  ______________________________________________________________________
 ML0857* NAD 83(1986) POSITION- 41 38 11.     (N) 099 53 15.     (W)   SCALED
 ML0857* NAVD 88 ORTHO HEIGHT -   800.06  (meters)     2624.9   (feet) RESET
 ML0857  ______________________________________________________________________
 ML0857  GEOID HEIGHT    -        -22.355 (meters)                     GEOID18
 ML0857  VERT ORDER      -  THIRD
 ML0857
 ML0857.The horizontal coordinates were scaled from a map and have
 ML0857.an estimated accuracy of +/- 6 seconds.
 ML0857
 ML0857.The orthometric height was computed from unverified reset data.
 ML0857
 ML0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0857.GEOID18 height accuracy estimate available here.
 ML0857
 ML0857.Click photographs - Photos may exist for this station.
 ML0857
 ML0857;                    North         East    Units  Estimated Accuracy
 ML0857;SPC NE       -   200,190.      509,370.      MT  (+/- 180 meters Scaled)
 ML0857
 ML0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM260097(NAD 83)
 ML0857
 ML0857                          SUPERSEDED SURVEY CONTROL
 ML0857
 ML0857  NGVD 29 (??/??/??)  799.78   (m)         2623.9    (f) RESET       3  
 ML0857
 ML0857.Superseded values are not recommended for survey control.
 ML0857
 ML0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0857.See file dsdata.pdf to determine how the superseded data were derived.
 ML0857
 ML0857_MARKER: DB = BENCH MARK DISK
 ML0857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0857_SP_SET: CULVERT HEADWALL
 ML0857_STAMPING: Y 206 RESET 1954
 ML0857_MARK LOGO: CGS
 ML0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0857+STABILITY: SURFACE MOTION
 ML0857
 ML0857  HISTORY     - Date     Condition        Report By
 ML0857  HISTORY     - 1954     MONUMENTED       NEDR
 ML0857  HISTORY     - 1954     GOOD             CGS
 ML0857  HISTORY     - 20180611 MARK NOT FOUND   NEGS
 ML0857
 ML0857                          STATION DESCRIPTION
 ML0857
 ML0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ML0857'1.9 MI NW FROM ANSELMO.
 ML0857'1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0857'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 157 FEET
 ML0857'SOUTHWEST OF THE SOUTHWEST RAIL, AT TWIN PIPE CULVERT UNDER
 ML0857'STATE HIGHWAY 2, AND IN THE TOP OF THE NORTHEAST HEADWALL.  A
 ML0857'STANDARD DISK, STAMPED Y 206 RESET 1954.
 ML0857
 ML0857                          STATION RECOVERY (2018)
 ML0857
 ML0857'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0857'THE DESCRIBED CULVERT HAS BEEN EXTENDED TO ACCOMMODATE WIDER SHOULDERS
 ML0857'ALONG HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0002 ***********************************************************************
 LG0002  DESIGNATION -  Y 207
 LG0002  PID         -  LG0002
 LG0002  STATE/COUNTY-  NE/OTOE
 LG0002  COUNTRY     -  US
 LG0002  USGS QUAD   -  DUNBAR (2017)
 LG0002
 LG0002                         *CURRENT SURVEY CONTROL
 LG0002  ______________________________________________________________________
 LG0002* NAD 83(1986) POSITION- 40 39 43.     (N) 096 01 20.     (W)   SCALED
 LG0002* NAVD 88 ORTHO HEIGHT -   318.328 (meters)     1044.38  (feet) ADJUSTED
 LG0002  ______________________________________________________________________
 LG0002  GEOID HEIGHT    -        -28.475 (meters)                     GEOID18
 LG0002  DYNAMIC HEIGHT  -        318.162 (meters)     1043.84  (feet) COMP
 LG0002  MODELED GRAVITY -    980,094.7   (mgal)                       NAVD 88
 LG0002
 LG0002  VERT ORDER      -  FIRST     CLASS II
 LG0002
 LG0002.The horizontal coordinates were scaled from a map and have
 LG0002.an estimated accuracy of +/- 6 seconds.
 LG0002
 LG0002.The orthometric height was determined by differential leveling and
 LG0002.adjusted by the NATIONAL GEODETIC SURVEY
 LG0002.in June 1991.
 LG0002
 LG0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0002.GEOID18 height accuracy estimate available here.
 LG0002
 LG0002.Click photographs - Photos may exist for this station.
 LG0002
 LG0002.The dynamic height is computed by dividing the NAVD 88
 LG0002.geopotential number by the normal gravity value computed on the
 LG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0002.degrees latitude (g = 980.6199 gals.).
 LG0002
 LG0002.The modeled gravity was interpolated from observed gravity values.
 LG0002
 LG0002;                    North         East    Units  Estimated Accuracy
 LG0002;SPC NE       -    99,740.      836,180.      MT  (+/- 180 meters Scaled)
 LG0002
 LG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL517054(NAD 83)
 LG0002
 LG0002                          SUPERSEDED SURVEY CONTROL
 LG0002
 LG0002  NGVD 29 (??/??/92)  318.210  (m)         1043.99   (f) ADJ UNCH    1 2
 LG0002
 LG0002.Superseded values are not recommended for survey control.
 LG0002
 LG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0002.See file dsdata.pdf to determine how the superseded data were derived.
 LG0002
 LG0002_MARKER: DB = BENCH MARK DISK
 LG0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0002_STAMPING: Y 207 1940
 LG0002_MARK LOGO: CGS
 LG0002_PROJECTION: FLUSH
 LG0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0002+STABILITY: SURFACE MOTION
 LG0002
 LG0002  HISTORY     - Date     Condition        Report By
 LG0002  HISTORY     - 1940     MONUMENTED       CGS
 LG0002  HISTORY     - 1947     GOOD             CGS
 LG0002  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0002
 LG0002                          STATION DESCRIPTION
 LG0002
 LG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0002'0.5 MI S FROM DUNBAR.
 LG0002'0.5 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0002'RAILROAD FROM THE STATION AT DUNBAR, 323.0 FEET NORTHWEST OF THE
 LG0002'CENTER OF A CROSSING OF THE MISSOURI PACIFIC RAILROAD, 109.0
 LG0002'FEET SOUTHEAST OF A CROSSING STOP SIGN, 40.0 FEET NORTHEAST OF A
 LG0002'FENCE, 10.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 1.0 FOOT
 LG0002'LOWER, 3.0 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF
 LG0002'A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 LG0002
 LG0002                          STATION RECOVERY (1964)
 LG0002
 LG0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0327 ***********************************************************************
 LG0327  DESIGNATION -  Y 208
 LG0327  PID         -  LG0327
 LG0327  STATE/COUNTY-  NE/LANCASTER
 LG0327  COUNTRY     -  US
 LG0327  USGS QUAD   -  DENTON (2017)
 LG0327
 LG0327                         *CURRENT SURVEY CONTROL
 LG0327  ______________________________________________________________________
 LG0327* NAD 83(1986) POSITION- 40 42 53.     (N) 096 52 08.     (W)   SCALED
 LG0327* NAVD 88 ORTHO HEIGHT -   390.214 (meters)     1280.23  (feet) ADJUSTED
 LG0327  ______________________________________________________________________
 LG0327  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 LG0327  DYNAMIC HEIGHT  -        390.027 (meters)     1279.61  (feet) COMP
 LG0327  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 LG0327
 LG0327  VERT ORDER      -  FIRST     CLASS II
 LG0327
 LG0327.The horizontal coordinates were scaled from a map and have
 LG0327.an estimated accuracy of +/- 6 seconds.
 LG0327
 LG0327.The orthometric height was determined by differential leveling and
 LG0327.adjusted by the NATIONAL GEODETIC SURVEY
 LG0327.in June 1991.
 LG0327
 LG0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0327.GEOID18 height accuracy estimate available here.
 LG0327
 LG0327.Click photographs - Photos may exist for this station.
 LG0327
 LG0327.The dynamic height is computed by dividing the NAVD 88
 LG0327.geopotential number by the normal gravity value computed on the
 LG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0327.degrees latitude (g = 980.6199 gals.).
 LG0327
 LG0327.The modeled gravity was interpolated from observed gravity values.
 LG0327
 LG0327;                    North         East    Units  Estimated Accuracy
 LG0327;SPC NE       -   102,650.      764,450.      MT  (+/- 180 meters Scaled)
 LG0327
 LG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL800092(NAD 83)
 LG0327
 LG0327                          SUPERSEDED SURVEY CONTROL
 LG0327
 LG0327  NGVD 29 (??/??/92)  390.094  (m)         1279.83   (f) ADJ UNCH    1 2
 LG0327
 LG0327.Superseded values are not recommended for survey control.
 LG0327
 LG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0327.See file dsdata.pdf to determine how the superseded data were derived.
 LG0327
 LG0327_MARKER: DB = BENCH MARK DISK
 LG0327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0327_SP_SET: BOX CULVERT HEADWALL
 LG0327_STAMPING: Y 208 1940
 LG0327_MARK LOGO: CGS
 LG0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0327+STABILITY: SURFACE MOTION
 LG0327
 LG0327  HISTORY     - Date     Condition        Report By
 LG0327  HISTORY     - 1940     MONUMENTED       CGS
 LG0327  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0327
 LG0327                          STATION DESCRIPTION
 LG0327
 LG0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0327'2.2 MI SW FROM DENTON.
 LG0327'2.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0327'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 975
 LG0327'FEET SOUTHWEST OF SEMAPHORE 7152, AT A CONCRETE-BOX CULVERT,
 LG0327'IN THE TOP OF THE WEST HEADWALL, AND 13 FEET WEST OF THE
 LG0327'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 208 1940.
 LG0327
 LG0327                          STATION RECOVERY (1964)
 LG0327
 LG0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0426 ***********************************************************************
 LG0426  DESIGNATION -  Y 209
 LG0426  PID         -  LG0426
 LG0426  STATE/COUNTY-  NE/SALINE
 LG0426  COUNTRY     -  US
 LG0426  USGS QUAD   -  DORCHESTER NW (2017)
 LG0426
 LG0426                         *CURRENT SURVEY CONTROL
 LG0426  ______________________________________________________________________
 LG0426* NAD 83(1986) POSITION- 40 39 16.     (N) 097 09 29.     (W)   SCALED
 LG0426* NAVD 88 ORTHO HEIGHT -   459.027 (meters)     1505.99  (feet) ADJUSTED
 LG0426  ______________________________________________________________________
 LG0426  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 LG0426  DYNAMIC HEIGHT  -        458.772 (meters)     1505.15  (feet) COMP
 LG0426  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 LG0426
 LG0426  VERT ORDER      -  FIRST     CLASS II
 LG0426
 LG0426.The horizontal coordinates were scaled from a map and have
 LG0426.an estimated accuracy of +/- 6 seconds.
 LG0426
 LG0426.The orthometric height was determined by differential leveling and
 LG0426.adjusted by the NATIONAL GEODETIC SURVEY
 LG0426.in June 1991.
 LG0426
 LG0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0426.GEOID18 height accuracy estimate available here.
 LG0426
 LG0426.Click photographs - Photos may exist for this station.
 LG0426
 LG0426.The dynamic height is computed by dividing the NAVD 88
 LG0426.geopotential number by the normal gravity value computed on the
 LG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0426.degrees latitude (g = 980.6199 gals.).
 LG0426
 LG0426.The modeled gravity was interpolated from observed gravity values.
 LG0426
 LG0426;                    North         East    Units  Estimated Accuracy
 LG0426;SPC NE       -    95,120.      740,250.      MT  (+/- 180 meters Scaled)
 LG0426
 LG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL557020(NAD 83)
 LG0426
 LG0426                          SUPERSEDED SURVEY CONTROL
 LG0426
 LG0426  NGVD 29 (??/??/92)  458.862  (m)         1505.45   (f) ADJ UNCH    1 2
 LG0426
 LG0426.Superseded values are not recommended for survey control.
 LG0426
 LG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0426.See file dsdata.pdf to determine how the superseded data were derived.
 LG0426
 LG0426_MARKER: DB = BENCH MARK DISK
 LG0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0426_SP_SET: PIER
 LG0426_STAMPING: Y 209 1940
 LG0426_MARK LOGO: CGS
 LG0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0426
 LG0426  HISTORY     - Date     Condition        Report By
 LG0426  HISTORY     - 1940     MONUMENTED       CGS
 LG0426  HISTORY     - 1961     GOOD             CGS
 LG0426  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0426
 LG0426                          STATION DESCRIPTION
 LG0426
 LG0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0426'2.2 MI W FROM DORCHESTER.
 LG0426'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0426'FROM THE STATION AT DORCHESTER, SALINE COUNTY, AT THE OVERHEAD
 LG0426'CROSSING OF U.S. HIGHWAY 6, IN THE TOP OF THE SOUTHWEST CORNER
 LG0426'OF A CONCRETE PIER, 8.7 FEET NORTHEAST OF THE CENTERLINE OF
 LG0426'THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 LG0426'DISK, STAMPED Y 209 1940.
 LG0426
 LG0426                          STATION RECOVERY (1991)
 LG0426
 LG0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0426'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1287 ***********************************************************************
 LG1287  DESIGNATION -  Y 209 RESET
 LG1287  PID         -  LG1287
 LG1287  STATE/COUNTY-  NE/SALINE
 LG1287  COUNTRY     -  US
 LG1287  USGS QUAD   -  DORCHESTER NW (2017)
 LG1287
 LG1287                         *CURRENT SURVEY CONTROL
 LG1287  ______________________________________________________________________
 LG1287* NAD 83(1986) POSITION- 40 39 21.     (N) 097 09 47.     (W)   SCALED
 LG1287* NAVD 88 ORTHO HEIGHT -   458.752 (meters)     1505.09  (feet) ADJUSTED
 LG1287  ______________________________________________________________________
 LG1287  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 LG1287  DYNAMIC HEIGHT  -        458.498 (meters)     1504.26  (feet) COMP
 LG1287  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 LG1287
 LG1287  VERT ORDER      -  FIRST     CLASS II
 LG1287
 LG1287.The horizontal coordinates were scaled from a map and have
 LG1287.an estimated accuracy of +/- 6 seconds.
 LG1287
 LG1287.The orthometric height was determined by differential leveling and
 LG1287.adjusted by the NATIONAL GEODETIC SURVEY
 LG1287.in May 1993.
 LG1287
 LG1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1287.GEOID18 height accuracy estimate available here.
 LG1287
 LG1287.Click photographs - Photos may exist for this station.
 LG1287
 LG1287.The dynamic height is computed by dividing the NAVD 88
 LG1287.geopotential number by the normal gravity value computed on the
 LG1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1287.degrees latitude (g = 980.6199 gals.).
 LG1287
 LG1287.The modeled gravity was interpolated from observed gravity values.
 LG1287
 LG1287;                    North         East    Units  Estimated Accuracy
 LG1287;SPC NE       -    95,260.      739,830.      MT  (+/- 180 meters Scaled)
 LG1287
 LG1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL552021(NAD 83)
 LG1287
 LG1287                          SUPERSEDED SURVEY CONTROL
 LG1287
 LG1287  NGVD 29 (01/31/13)  458.62   (m)         1504.7    (f) RESET       3  
 LG1287
 LG1287.Superseded values are not recommended for survey control.
 LG1287
 LG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1287.See file dsdata.pdf to determine how the superseded data were derived.
 LG1287
 LG1287_MARKER: DV = VERTICAL CONTROL DISK
 LG1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1287_STAMPING: Y 209 1940 RESET 1982
 LG1287_MARK LOGO: NGS
 LG1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1287+STABILITY: SURFACE MOTION
 LG1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1287+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1287
 LG1287  HISTORY     - Date     Condition        Report By
 LG1287  HISTORY     - 1982     MONUMENTED       NEDR
 LG1287  HISTORY     - 19911008 GOOD             NGS
 LG1287
 LG1287                          STATION DESCRIPTION
 LG1287
 LG1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1287'15.8 KM (9.80 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1287'IN CRETE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG COUNTY ROAD 1300,
 LG1287'THENCE 1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 6, THENCE 0.3 KM
 LG1287'(0.20 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 58.0 M
 LG1287'(190.3 FT) NORTHWEST OF THE CENTER OF A ROAD, 16.9 M (55.4 FT) NORTH
 LG1287'OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 LG1287'(1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M
 LG1287'(0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0248 ***********************************************************************
 NO0248  DESIGNATION -  Y 21
 NO0248  PID         -  NO0248
 NO0248  STATE/COUNTY-  NE/HOOKER
 NO0248  COUNTRY     -  US
 NO0248  USGS QUAD   -  MULLEN (2017)
 NO0248
 NO0248                         *CURRENT SURVEY CONTROL
 NO0248  ______________________________________________________________________
 NO0248* NAD 83(1986) POSITION- 42 02 35.     (N) 101 02 36.     (W)   SCALED
 NO0248* NAVD 88 ORTHO HEIGHT -   980.851 (meters)     3218.01  (feet) ADJUSTED
 NO0248  ______________________________________________________________________
 NO0248  GEOID HEIGHT    -        -20.631 (meters)                     GEOID18
 NO0248  DYNAMIC HEIGHT  -        980.335 (meters)     3216.32  (feet) COMP
 NO0248  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 NO0248
 NO0248  VERT ORDER      -  FIRST     CLASS II
 NO0248
 NO0248.The horizontal coordinates were scaled from a map and have
 NO0248.an estimated accuracy of +/- 6 seconds.
 NO0248
 NO0248.The orthometric height was determined by differential leveling and
 NO0248.adjusted by the NATIONAL GEODETIC SURVEY
 NO0248.in June 1991.
 NO0248
 NO0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0248.GEOID18 height accuracy estimate available here.
 NO0248
 NO0248.Click photographs - Photos may exist for this station.
 NO0248
 NO0248.The dynamic height is computed by dividing the NAVD 88
 NO0248.geopotential number by the normal gravity value computed on the
 NO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0248.degrees latitude (g = 980.6199 gals.).
 NO0248
 NO0248.The modeled gravity was interpolated from observed gravity values.
 NO0248
 NO0248;                    North         East    Units  Estimated Accuracy
 NO0248;SPC NE       -   245,860.      413,650.      MT  (+/- 180 meters Scaled)
 NO0248
 NO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM308565(NAD 83)
 NO0248
 NO0248                          SUPERSEDED SURVEY CONTROL
 NO0248
 NO0248  NGVD 29 (02/14/92)  980.536  (m)         3216.98   (f) ADJUSTED    1 2
 NO0248  NGVD 29 (??/??/87)  980.510  (m)         3216.89   (f) SUPERSEDED  1 2
 NO0248
 NO0248.Superseded values are not recommended for survey control.
 NO0248
 NO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0248.See file dsdata.pdf to determine how the superseded data were derived.
 NO0248
 NO0248_MARKER: DB = BENCH MARK DISK
 NO0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0248_STAMPING: Y 21 1933 3216.890
 NO0248_MARK LOGO: CGS
 NO0248_PROJECTION: FLUSH
 NO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0248+STABILITY: SURFACE MOTION
 NO0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0248+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 NO0248
 NO0248  HISTORY     - Date     Condition        Report By
 NO0248  HISTORY     - 1933     MONUMENTED       CGS
 NO0248  HISTORY     - 1934     GOOD             CGS
 NO0248  HISTORY     - 19910815 GOOD             NGS
 NO0248  HISTORY     - 20150325 GOOD             INDIV
 NO0248
 NO0248                          STATION DESCRIPTION
 NO0248
 NO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0248'AT MULLEN.
 NO0248'AT MULLEN, HOOKER COUNTY, AT THE COUNTY COURTHOUSE, 2 FEET
 NO0248'NORTH OF THE EAST ENTRANCE STEPS, AND 1 FOOT EAST OF THE WALK.
 NO0248'A STANDARD DISK, STAMPED 3216.890 Y 21 1933 AND SET IN THE TOP
 NO0248'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NO0248
 NO0248                          STATION RECOVERY (1934)
 NO0248
 NO0248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0248'RECOVERED IN GOOD CONDITION.
 NO0248
 NO0248                          STATION RECOVERY (1991)
 NO0248
 NO0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0248'IN MULLEN, AT THE INTERSECTION OF FIRST STREET AND CLEVELAND AVENUE,
 NO0248'45.1 M (148.0 FT) WEST OF THE AVENUE CENTER, 43.3 M (142.1 FT) SOUTH
 NO0248'OF THE STREET CENTER, 24.6 M (80.7 FT) NORTHWEST OF THE NORTHWEST
 NO0248'CORNER OF THE HOOKER COUNTY LIBRARY, 4.5 M (14.8 FT) EAST OF THE EAST
 NO0248'FACE OF THE HOOKER COUNTY COURTHOUSE, 0.6 M (2.0 FT) ABOVE THE LEVEL
 NO0248'OF THE STREET, 0.15 M (0.49 FT) EAST OF THE EAST EDGE OF A SIDEWALK,
 NO0248'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NO0248
 NO0248                          STATION RECOVERY (2015)
 NO0248
 NO0248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LLB)
 NO0248'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1395 ***********************************************************************
 MK1395  DESIGNATION -  Y 210
 MK1395  PID         -  MK1395
 MK1395  STATE/COUNTY-  NE/MERRICK
 MK1395  COUNTRY     -  US
 MK1395  USGS QUAD   -  SILVER CREEK SE (2017)
 MK1395
 MK1395                         *CURRENT SURVEY CONTROL
 MK1395  ______________________________________________________________________
 MK1395* NAD 83(1986) POSITION- 41 20 05.     (N) 097 37 13.     (W)   SCALED
 MK1395* NAVD 88 ORTHO HEIGHT -   466.413 (meters)     1530.22  (feet) ADJUSTED
 MK1395  ______________________________________________________________________
 MK1395  GEOID HEIGHT    -        -25.345 (meters)                     GEOID18
 MK1395  DYNAMIC HEIGHT  -        466.199 (meters)     1529.52  (feet) COMP
 MK1395  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 MK1395
 MK1395  VERT ORDER      -  FIRST     CLASS II
 MK1395
 MK1395.The horizontal coordinates were scaled from a map and have
 MK1395.an estimated accuracy of +/- 6 seconds.
 MK1395
 MK1395.The orthometric height was determined by differential leveling and
 MK1395.adjusted by the NATIONAL GEODETIC SURVEY
 MK1395.in June 1991.
 MK1395
 MK1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1395.GEOID18 height accuracy estimate available here.
 MK1395
 MK1395.Click photographs - Photos may exist for this station.
 MK1395
 MK1395.The dynamic height is computed by dividing the NAVD 88
 MK1395.geopotential number by the normal gravity value computed on the
 MK1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1395.degrees latitude (g = 980.6199 gals.).
 MK1395
 MK1395.The modeled gravity was interpolated from observed gravity values.
 MK1395
 MK1395;                    North         East    Units  Estimated Accuracy
 MK1395;SPC NE       -   169,430.      699,110.      MT  (+/- 180 meters Scaled)
 MK1395
 MK1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL154768(NAD 83)
 MK1395
 MK1395                          SUPERSEDED SURVEY CONTROL
 MK1395
 MK1395  NGVD 29 (??/??/92)  466.215  (m)         1529.57   (f) ADJ UNCH    1 2
 MK1395
 MK1395.Superseded values are not recommended for survey control.
 MK1395
 MK1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1395.See file dsdata.pdf to determine how the superseded data were derived.
 MK1395
 MK1395_MARKER: DB = BENCH MARK DISK
 MK1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1395_STAMPING: Y 210 1940
 MK1395_MARK LOGO: CGS
 MK1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1395+STABILITY: SURFACE MOTION
 MK1395
 MK1395  HISTORY     - Date     Condition        Report By
 MK1395  HISTORY     - 1940     MONUMENTED       CGS
 MK1395
 MK1395                          STATION DESCRIPTION
 MK1395
 MK1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1395'2.6 MI NE FROM SILVER CREEK.
 MK1395'2.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1395'SILVER CREEK.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION
 MK1395'PACIFIC RR., 0.25 MILE EAST OF MILEPOST NO. 100, 0.15 MILE WEST
 MK1395'OF NORTH-SOUTH ROAD WHICH CROSSES TRACKS, 102 FEET NORTHEAST OF
 MK1395'BLOCK SIGNAL CONTROL BOX, 47.5 FEET NORTH OF CENTERLINE OF NORTH
 MK1395'MAIN TRACK, 3.0 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1395'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1142 ***********************************************************************
 MK1142  DESIGNATION -  Y 212
 MK1142  PID         -  MK1142
 MK1142  STATE/COUNTY-  NE/MADISON
 MK1142  COUNTRY     -  US
 MK1142  USGS QUAD   -  MADISON (2017)
 MK1142
 MK1142                         *CURRENT SURVEY CONTROL
 MK1142  ______________________________________________________________________
 MK1142* NAD 83(1986) POSITION- 41 49 41.     (N) 097 27 43.     (W)   SCALED
 MK1142* NAVD 88 ORTHO HEIGHT -   482.148 (meters)     1581.85  (feet) ADJUSTED
 MK1142  ______________________________________________________________________
 MK1142  GEOID HEIGHT    -        -24.638 (meters)                     GEOID18
 MK1142  DYNAMIC HEIGHT  -        481.957 (meters)     1581.22  (feet) COMP
 MK1142  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 MK1142
 MK1142  VERT ORDER      -  FIRST     CLASS II
 MK1142
 MK1142.The horizontal coordinates were scaled from a map and have
 MK1142.an estimated accuracy of +/- 6 seconds.
 MK1142
 MK1142.The orthometric height was determined by differential leveling and
 MK1142.adjusted by the NATIONAL GEODETIC SURVEY
 MK1142.in June 1991.
 MK1142
 MK1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1142.GEOID18 height accuracy estimate available here.
 MK1142
 MK1142.Click photographs - Photos may exist for this station.
 MK1142
 MK1142.The dynamic height is computed by dividing the NAVD 88
 MK1142.geopotential number by the normal gravity value computed on the
 MK1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1142.degrees latitude (g = 980.6199 gals.).
 MK1142
 MK1142.The modeled gravity was interpolated from observed gravity values.
 MK1142
 MK1142;                    North         East    Units  Estimated Accuracy
 MK1142;SPC NE       -   224,560.      710,750.      MT  (+/- 180 meters Scaled)
 MK1142
 MK1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM277318(NAD 83)
 MK1142
 MK1142                          SUPERSEDED SURVEY CONTROL
 MK1142
 MK1142  NGVD 29 (??/??/92)  481.971  (m)         1581.27   (f) ADJ UNCH    1 2
 MK1142
 MK1142.Superseded values are not recommended for survey control.
 MK1142
 MK1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1142.See file dsdata.pdf to determine how the superseded data were derived.
 MK1142
 MK1142_MARKER: DB = BENCH MARK DISK
 MK1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1142_SP_SET: WATER TANK FOUNDATION
 MK1142_STAMPING: Y 212 1940
 MK1142_MARK LOGO: CGS
 MK1142_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1142
 MK1142  HISTORY     - Date     Condition        Report By
 MK1142  HISTORY     - 1940     MONUMENTED       CGS
 MK1142  HISTORY     - 19891103 GOOD             NEDR
 MK1142
 MK1142                          STATION DESCRIPTION
 MK1142
 MK1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1142'AT MADISON.
 MK1142'BENCH MARK IS ALONG THE UNION PACIFIC RR., LOCATED AT FOOT OF RR.
 MK1142'WATER TANK, 168 FEET NORTH OF NORTH END OF THE UNION PACIFIC RR.
 MK1142'STATION, 18.6 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 MK1142'B.M. IS SET FLUSH AND HORIZONTALLY IN THE TOP OF THE WEST ONE
 MK1142'OF THE TWO NORTH CONCRETE FOOTINGS OF RR. WATER TANK.  NO 4 X 4
 MK1142'INCH WOODEN POST WAS SET BECAUSE WATER TANK SERVES AS LANDMARK.
 MK1142
 MK1142                          STATION RECOVERY (1989)
 MK1142
 MK1142'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1142'TO REACH FROM THE POST OFFICE IN MADISON, PROCEED WEST ON THIRD STREET
 MK1142'AND STATE HIGHWAY 32, FOR 0.30 MI (0.48 KM) TO THE MARK.  THE STATION
 MK1142'AND WATER TANK HAVE BEEN DESTROYED.  FOOTING HAS NOT BEEN DESTROYED,
 MK1142'TO SAVE THE DISK.  THERE ARE THREE TRACKS RUNNING NORTH/SOUTH AND THE
 MK1142'MARK IS BETWEEN THE CENTER AND EAST TRACKS, 95.85 FT (29.22 M) NORTH
 MK1142'FROM THE CENTERLINE OF THIRD STREET AND THE HIGHWAY, 16.07 FT (4.90 M)
 MK1142'EAST OF THE EAST RAIL OF THE CENTER AND MAIN TRACKS, 105.15 FT (32.05
 MK1142'M) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE FOUNDATION OF THE
 MK1142'FARMERS COOP GRAIN ELEVATOR, SET INTO AN OLD LEG FOUNDATION OF A
 MK1142'DESTROYED WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1146 ***********************************************************************
 NM1146  DESIGNATION -  Y 213
 NM1146  PID         -  NM1146
 NM1146  STATE/COUNTY-  NE/PIERCE
 NM1146  COUNTRY     -  US
 NM1146  USGS QUAD   -  WEE TOWN (2017)
 NM1146
 NM1146                         *CURRENT SURVEY CONTROL
 NM1146  ______________________________________________________________________
 NM1146* NAD 83(1986) POSITION- 42 07 55.     (N) 097 28 14.     (W)   SCALED
 NM1146* NAVD 88 ORTHO HEIGHT -   475.362 (meters)     1559.58  (feet) ADJUSTED
 NM1146  ______________________________________________________________________
 NM1146  GEOID HEIGHT    -        -24.893 (meters)                     GEOID18
 NM1146  DYNAMIC HEIGHT  -        475.177 (meters)     1558.98  (feet) COMP
 NM1146  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 NM1146
 NM1146  VERT ORDER      -  FIRST     CLASS II
 NM1146
 NM1146.The horizontal coordinates were scaled from a map and have
 NM1146.an estimated accuracy of +/- 6 seconds.
 NM1146
 NM1146.The orthometric height was determined by differential leveling and
 NM1146.adjusted by the NATIONAL GEODETIC SURVEY
 NM1146.in June 1991.
 NM1146
 NM1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1146.GEOID18 height accuracy estimate available here.
 NM1146
 NM1146.Click photographs - Photos may exist for this station.
 NM1146
 NM1146.The dynamic height is computed by dividing the NAVD 88
 NM1146.geopotential number by the normal gravity value computed on the
 NM1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1146.degrees latitude (g = 980.6199 gals.).
 NM1146
 NM1146.The modeled gravity was interpolated from observed gravity values.
 NM1146
 NM1146;                    North         East    Units  Estimated Accuracy
 NM1146;SPC NE       -   258,270.      709,040.      MT  (+/- 180 meters Scaled)
 NM1146
 NM1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM264655(NAD 83)
 NM1146
 NM1146                          SUPERSEDED SURVEY CONTROL
 NM1146
 NM1146  NGVD 29 (??/??/92)  475.184  (m)         1559.00   (f) ADJ UNCH    1 2
 NM1146
 NM1146.Superseded values are not recommended for survey control.
 NM1146
 NM1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1146.See file dsdata.pdf to determine how the superseded data were derived.
 NM1146
 NM1146_MARKER: DB = BENCH MARK DISK
 NM1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1146_STAMPING: Y 123 1940
 NM1146_MARK LOGO: CGS
 NM1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1146+STABILITY: SURFACE MOTION
 NM1146
 NM1146  HISTORY     - Date     Condition        Report By
 NM1146  HISTORY     - 1940     MONUMENTED       CGS
 NM1146
 NM1146                          STATION DESCRIPTION
 NM1146
 NM1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1146'2 MI N FROM HADAR.
 NM1146'2.0 MI N ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1146'STATION AT HADAR, PIERCE COUNTY, 0.2 MI S OF THE CROSSING OF AN
 NM1146'EAST-AND-WEST SECTION-LINE ROAD, 81 FT SW OF THE S END OF BRIDGE
 NM1146'F 18, 50 FT NW OF THE CENTER OF THE CROSSING OF A FARM ROAD, 48.5
 NM1146'FT W OF THE CENTERLINE OF THE TRACK, 16.5 FT N OF THE CENTER OF A
 NM1146'GATE IN THE RIGHT-OF-WAY FENCE, 1.5 FT E OF THE FENCE, AND 3 FT
 NM1146'S OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 NM1146'Y 123 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1146'0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0097 ***********************************************************************
 NP0097  DESIGNATION -  Y 214
 NP0097  PID         -  NP0097
 NP0097  STATE/COUNTY-  NE/SHERIDAN
 NP0097  COUNTRY     -  US
 NP0097  USGS QUAD   -  LAKESIDE (2017)
 NP0097
 NP0097                         *CURRENT SURVEY CONTROL
 NP0097  ______________________________________________________________________
 NP0097* NAD 83(1986) POSITION- 42 03 19.35   (N) 102 25 30.69   (W)   HD_HELD1
 NP0097* NAVD 88 ORTHO HEIGHT -  1184.304 (meters)     3885.50  (feet) ADJUSTED
 NP0097  ______________________________________________________________________
 NP0097  GEOID HEIGHT    -        -18.881 (meters)                     GEOID18
 NP0097  DYNAMIC HEIGHT  -       1183.626 (meters)     3883.28  (feet) COMP
 NP0097  MODELED GRAVITY -    980,008.7   (mgal)                       NAVD 88
 NP0097
 NP0097  VERT ORDER      -  SECOND    CLASS 0
 NP0097
 NP0097.The horizontal coordinates were determined by differentially corrected
 NP0097.hand held GPS observations or other comparable positioning techniques
 NP0097.and have an estimated accuracy of +/- 3 meters.
 NP0097
 NP0097.The orthometric height was determined by differential leveling and
 NP0097.adjusted by the NATIONAL GEODETIC SURVEY
 NP0097.in June 1991.
 NP0097
 NP0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0097.GEOID18 height accuracy estimate available here.
 NP0097
 NP0097.Click photographs - Photos may exist for this station.
 NP0097
 NP0097.The dynamic height is computed by dividing the NAVD 88
 NP0097.geopotential number by the normal gravity value computed on the
 NP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0097.degrees latitude (g = 980.6199 gals.).
 NP0097
 NP0097.The modeled gravity was interpolated from observed gravity values.
 NP0097
 NP0097;                    North         East    Units  Estimated Accuracy
 NP0097;SPC NE       -   249,521.5     299,331.0     MT  (+/- 3 meters HH1 GPS) 
 NP0097
 NP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1306259132(NAD 83)
 NP0097
 NP0097                          SUPERSEDED SURVEY CONTROL
 NP0097
 NP0097  NGVD 29 (??/??/92) 1183.751  (m)         3883.69   (f) ADJ UNCH    2 0
 NP0097
 NP0097.Superseded values are not recommended for survey control.
 NP0097
 NP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0097.See file dsdata.pdf to determine how the superseded data were derived.
 NP0097
 NP0097_MARKER: DB = BENCH MARK DISK
 NP0097_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NP0097+WITH SETTING: PAVEMENT
 NP0097_SP_SET: SIGNAL BASE
 NP0097_STAMPING: Y 214 1940
 NP0097_MARK LOGO: CGS
 NP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0097+STABILITY: SURFACE MOTION
 NP0097
 NP0097  HISTORY     - Date     Condition        Report By
 NP0097  HISTORY     - 1940     MONUMENTED       CGS
 NP0097  HISTORY     - 1977     GOOD             LOCENG
 NP0097  HISTORY     - 20070424 MARK NOT FOUND   NEDR
 NP0097
 NP0097                          STATION DESCRIPTION
 NP0097
 NP0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0097'AT LAKE SIDE.
 NP0097'AT LAKE SIDE, SHERIDAN COUNTY, 0.7 FOOT SOUTH OF THE SOUTH
 NP0097'SIDE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 NP0097'IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A BLOCK SIGNAL,
 NP0097'AND 22 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 NP0097'STANDARD DISK, STAMPED Y 214 1940.
 NP0097
 NP0097                          STATION RECOVERY (1977)
 NP0097
 NP0097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NP0097'RECOVERED IN GOOD CONDITION.
 NP0097
 NP0097                          STATION RECOVERY (2007)
 NP0097
 NP0097'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0097'BURLINGTON AND QUINCY RAILROAD STATION HAS BEEN REMOVED ALONG WITH THE
 NP0097'BLOCK SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0551 ***********************************************************************
 LF0551  DESIGNATION -  Y 215
 LF0551  PID         -  LF0551
 LF0551  STATE/COUNTY-  NE/RICHARDSON
 LF0551  COUNTRY     -  US
 LF0551  USGS QUAD   -  HUMBOLDT (2017)
 LF0551
 LF0551                         *CURRENT SURVEY CONTROL
 LF0551  ______________________________________________________________________
 LF0551* NAD 83(1986) POSITION- 40 09 30.     (N) 095 55 45.     (W)   SCALED
 LF0551* NAVD 88 ORTHO HEIGHT -   298.404 (meters)      979.01  (feet) ADJUSTED
 LF0551  ______________________________________________________________________
 LF0551  GEOID HEIGHT    -        -29.535 (meters)                     GEOID18
 LF0551  DYNAMIC HEIGHT  -        298.238 (meters)      978.47  (feet) COMP
 LF0551  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 LF0551
 LF0551  VERT ORDER      -  SECOND    CLASS 0
 LF0551
 LF0551.The horizontal coordinates were scaled from a map and have
 LF0551.an estimated accuracy of +/- 6 seconds.
 LF0551
 LF0551.The orthometric height was determined by differential leveling and
 LF0551.adjusted by the NATIONAL GEODETIC SURVEY
 LF0551.in June 1991.
 LF0551
 LF0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0551.GEOID18 height accuracy estimate available here.
 LF0551
 LF0551.Click photographs - Photos may exist for this station.
 LF0551
 LF0551.The dynamic height is computed by dividing the NAVD 88
 LF0551.geopotential number by the normal gravity value computed on the
 LF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0551.degrees latitude (g = 980.6199 gals.).
 LF0551
 LF0551.The modeled gravity was interpolated from observed gravity values.
 LF0551
 LF0551;                    North         East    Units  Estimated Accuracy
 LF0551;SPC NE       -    44,250.      846,670.      MT  (+/- 180 meters Scaled)
 LF0551
 LF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE505494(NAD 83)
 LF0551
 LF0551                          SUPERSEDED SURVEY CONTROL
 LF0551
 LF0551  NGVD 29 (??/??/92)  298.318  (m)          978.73   (f) ADJ UNCH    2 0
 LF0551
 LF0551.Superseded values are not recommended for survey control.
 LF0551
 LF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0551.See file dsdata.pdf to determine how the superseded data were derived.
 LF0551
 LF0551_MARKER: DB = BENCH MARK DISK
 LF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0551_STAMPING: Y 215 1945
 LF0551_MARK LOGO: CGS
 LF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0551+STABILITY: SURFACE MOTION
 LF0551
 LF0551  HISTORY     - Date     Condition        Report By
 LF0551  HISTORY     - 1945     MONUMENTED       CGS
 LF0551  HISTORY     - 1981     GOOD             LOCSUR
 LF0551
 LF0551                          STATION DESCRIPTION
 LF0551
 LF0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0551'1 MI SE FROM HUMBOLT.
 LF0551'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0551'RAILROAD FROM THE STATION AT HUMBOLT, 91 FEET WEST OF THE TENTH
 LF0551'POLE NORTHWEST OF MILEPOST 39, 49 FEET SOUTH OF THE CENTERLINE
 LF0551'OF THE TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 LF0551'NORTH OF THE RIGHT-OF-WAY FENCE, AND 8 FEET LOWER THAN THE
 LF0551'TRACK.  AN IRON BENCH-MARK DISK, STAMPED Y 215 1945 AND SET IN
 LF0551'THE TOP OF A CONCRETE POST.
 LF0551
 LF0551                          STATION RECOVERY (1981)
 LF0551
 LF0551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0166 ***********************************************************************
 NN0166  DESIGNATION -  Y 216
 NN0166  PID         -  NN0166
 NN0166  STATE/COUNTY-  NE/HOLT
 NN0166  COUNTRY     -  US
 NN0166  USGS QUAD   -  EWING SW (2017)
 NN0166
 NN0166                         *CURRENT SURVEY CONTROL
 NN0166  ______________________________________________________________________
 NN0166* NAD 83(1986) POSITION- 42 21 00.     (N) 098 25 01.     (W)   SCALED
 NN0166* NAVD 88 ORTHO HEIGHT -   605.673 (meters)     1987.11  (feet) ADJUSTED
 NN0166  ______________________________________________________________________
 NN0166  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 NN0166  DYNAMIC HEIGHT  -        605.429 (meters)     1986.31  (feet) COMP
 NN0166  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 NN0166
 NN0166  VERT ORDER      -  FIRST     CLASS II
 NN0166
 NN0166.The horizontal coordinates were scaled from a map and have
 NN0166.an estimated accuracy of +/- 6 seconds.
 NN0166
 NN0166.The orthometric height was determined by differential leveling and
 NN0166.adjusted by the NATIONAL GEODETIC SURVEY
 NN0166.in June 1991.
 NN0166
 NN0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0166.GEOID18 height accuracy estimate available here.
 NN0166
 NN0166.Click photographs - Photos may exist for this station.
 NN0166
 NN0166.The dynamic height is computed by dividing the NAVD 88
 NN0166.geopotential number by the normal gravity value computed on the
 NN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0166.degrees latitude (g = 980.6199 gals.).
 NN0166
 NN0166.The modeled gravity was interpolated from observed gravity values.
 NN0166
 NN0166;                    North         East    Units  Estimated Accuracy
 NN0166;SPC NE       -   280,620.      630,400.      MT  (+/- 180 meters Scaled)
 NN0166
 NN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM480888(NAD 83)
 NN0166
 NN0166                          SUPERSEDED SURVEY CONTROL
 NN0166
 NN0166  NGVD 29 (??/??/92)  605.464  (m)         1986.43   (f) ADJ UNCH    1 2
 NN0166
 NN0166.Superseded values are not recommended for survey control.
 NN0166
 NN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0166.See file dsdata.pdf to determine how the superseded data were derived.
 NN0166
 NN0166_MARKER: DB = BENCH MARK DISK
 NN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0166_STAMPING: Y 216 1946
 NN0166_MARK LOGO: CGS
 NN0166_PROJECTION: RECESSED 25 CENTIMETERS
 NN0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0166+STABILITY: SURFACE MOTION
 NN0166
 NN0166  HISTORY     - Date     Condition        Report By
 NN0166  HISTORY     - 1946     MONUMENTED       CGS
 NN0166  HISTORY     - 1964     GOOD             CGS
 NN0166  HISTORY     - 19930520 GOOD             NEDR
 NN0166
 NN0166                          STATION DESCRIPTION
 NN0166
 NN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0166'3.6 MI S FROM PAGE.
 NN0166'3.6 MILES SOUTH ALONG STATE SPUR 320 FROM THE POST OFFICE IN
 NN0166'PAGE, HOLT COUNTY, 1.0 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 NN0166'20 AND STATE SPUR 320, 39 FEET SOUTH OF THE CENTER OF T-DIRT
 NN0166'ROAD WEST, 31 FEET WEST OF THE CENTERLINE OF STATE SPUR 320,
 NN0166'9 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, AND
 NN0166'1 FOOT NORTH OF A NEW STEEL WITNESS POST WITH A SIGN.  A STANDARD
 NN0166'DISK, STAMPED Y 216 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0166'WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 NN0166
 NN0166                          STATION RECOVERY (1993)
 NN0166
 NN0166'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (GHM)
 NN0166'RECOVERED AS DESCRIBED BUT HAD TO BE MOVED DUE TO CONSTRUCTION.  SEE
 NN0166'THE RESET MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7432 ***********************************************************************
 AA7432  DESIGNATION -  Y 216 RESET
 AA7432  PID         -  AA7432
 AA7432  STATE/COUNTY-  NE/HOLT
 AA7432  COUNTRY     -  US
 AA7432  USGS QUAD   -  EWING SW (2017)
 AA7432
 AA7432                         *CURRENT SURVEY CONTROL
 AA7432  ______________________________________________________________________
 AA7432* NAD 83(1986) POSITION- 42 21 00.     (N) 098 25 01.     (W)   SCALED
 AA7432* NAVD 88 ORTHO HEIGHT -   606.15  (+/-2cm)     1988.7   (feet) VERTCON
 AA7432  ______________________________________________________________________
 AA7432  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 AA7432  VERT ORDER      -  THIRD (See Below)
 AA7432
 AA7432.The horizontal coordinates were scaled from a map and have
 AA7432.an estimated accuracy of +/- 6 seconds.
 AA7432
 AA7432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7432
 AA7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7432.GEOID18 height accuracy estimate available here.
 AA7432
 AA7432.The vertical order pertains to the NGVD 29 superseded value.
 AA7432
 AA7432.Click photographs - Photos may exist for this station.
 AA7432
 AA7432;                    North         East    Units  Estimated Accuracy
 AA7432;SPC NE       -   280,620.      630,400.      MT  (+/- 180 meters Scaled)
 AA7432
 AA7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM480888(NAD 83)
 AA7432
 AA7432                          SUPERSEDED SURVEY CONTROL
 AA7432
 AA7432  NGVD 29 (01/31/13)  605.94   (m)         1988.0    (f) RESET       3  
 AA7432
 AA7432.Superseded values are not recommended for survey control.
 AA7432
 AA7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7432.See file dsdata.pdf to determine how the superseded data were derived.
 AA7432
 AA7432_MARKER: DV = VERTICAL CONTROL DISK
 AA7432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7432_STAMPING: Y 216 RESET 1993
 AA7432_MARK LOGO: NGS
 AA7432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7432+STABILITY: SURFACE MOTION
 AA7432
 AA7432  HISTORY     - Date     Condition        Report By
 AA7432  HISTORY     - 1993     MONUMENTED       NEDR
 AA7432
 AA7432                          STATION DESCRIPTION
 AA7432
 AA7432'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1993 (GHM)
 AA7432'THE MARK IS 3.6 MI (5.8 KM) SOUTH OF PAGE ON THE RIGHT-OF-WAY OF STATE
 AA7432'ROAD LINK 45B OR 1.0 MI (1.6 KM) NORTH OF THE JUNCTION OF LINK 45B
 AA7432'WITH U.S.  HIGHWAY 20. THE DISK IS SET INTO THE TOP OF A CONCRETE POST
 AA7432'THAT IS FLUSH WITH THE GROUND.  IT IS 56 FT (17.1 M) WEST OF THE
 AA7432'CENTERLINE OF THE ROAD, 34 FT (10.4 M) SOUTH OF A COUNTY ROAD LEADING
 AA7432'WEST, 6 FT (1.8 M) WEST OF A FENCE CORNER, 1 FT (0.3 M) NORTH OF AN
 AA7432'EAST-WEST FENCE AND 1 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0207 ***********************************************************************
 NN0207  DESIGNATION -  Y 217
 NN0207  PID         -  NN0207
 NN0207  STATE/COUNTY-  NE/HOLT
 NN0207  COUNTRY     -  US
 NN0207  USGS QUAD   -  EMMET (2017)
 NN0207
 NN0207                         *CURRENT SURVEY CONTROL
 NN0207  ______________________________________________________________________
 NN0207* NAD 83(1986) POSITION- 42 28 13.     (N) 098 47 02.     (W)   SCALED
 NN0207* NAVD 88 ORTHO HEIGHT -   613.573 (meters)     2013.03  (feet) ADJUSTED
 NN0207  ______________________________________________________________________
 NN0207  GEOID HEIGHT    -        -24.278 (meters)                     GEOID18
 NN0207  DYNAMIC HEIGHT  -        613.333 (meters)     2012.24  (feet) COMP
 NN0207  MODELED GRAVITY -    980,209.7   (mgal)                       NAVD 88
 NN0207
 NN0207  VERT ORDER      -  FIRST     CLASS II
 NN0207
 NN0207.The horizontal coordinates were scaled from a map and have
 NN0207.an estimated accuracy of +/- 6 seconds.
 NN0207
 NN0207.The orthometric height was determined by differential leveling and
 NN0207.adjusted by the NATIONAL GEODETIC SURVEY
 NN0207.in June 1991.
 NN0207
 NN0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0207.GEOID18 height accuracy estimate available here.
 NN0207
 NN0207.Click photographs - Photos may exist for this station.
 NN0207
 NN0207.The dynamic height is computed by dividing the NAVD 88
 NN0207.geopotential number by the normal gravity value computed on the
 NN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0207.degrees latitude (g = 980.6199 gals.).
 NN0207
 NN0207.The modeled gravity was interpolated from observed gravity values.
 NN0207
 NN0207;                    North         East    Units  Estimated Accuracy
 NN0207;SPC NE       -   293,490.      599,990.      MT  (+/- 180 meters Scaled)
 NN0207
 NN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN177020(NAD 83)
 NN0207
 NN0207                          SUPERSEDED SURVEY CONTROL
 NN0207
 NN0207  NGVD 29 (??/??/92)  613.358  (m)         2012.33   (f) ADJ UNCH    1 2
 NN0207
 NN0207.Superseded values are not recommended for survey control.
 NN0207
 NN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0207.See file dsdata.pdf to determine how the superseded data were derived.
 NN0207
 NN0207_MARKER: DB = BENCH MARK DISK
 NN0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0207_STAMPING: Y 217 1946
 NN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0207+STABILITY: SURFACE MOTION
 NN0207
 NN0207  HISTORY     - Date     Condition        Report By
 NN0207  HISTORY     - 1946     MONUMENTED       CGS
 NN0207
 NN0207                          STATION DESCRIPTION
 NN0207
 NN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0207'1.1 MI E FROM EMMET.
 NN0207'1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0207'THE STATION AT EMMET, HOLT COUNTY, 18 FEET SOUTH OF THE THIRTEENTH
 NN0207'POLE EAST OF MILEPOST 163, 73 FEET SOUTHWEST OF THE SOUTHWEST
 NN0207'CORNER OF A LARGE STONE CULVERT, 56 FEET SOUTH OF THE CENTERLINE
 NN0207'OF THE TRACK, 17.6 FEET NORTHEAST OF A 12-INCH COTTONWOOD TREE,
 NN0207'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 5 FEET LOWER
 NN0207'THAN THE TRACK.  A STANDARD DISK, STAMPED Y 217 1946 AND SET IN
 NN0207'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0413 ***********************************************************************
 NN0413  DESIGNATION -  Y 218
 NN0413  PID         -  NN0413
 NN0413  STATE/COUNTY-  NE/HOLT
 NN0413  COUNTRY     -  US
 NN0413  USGS QUAD   -  DUSTIN (2017)
 NN0413
 NN0413                         *CURRENT SURVEY CONTROL
 NN0413  ______________________________________________________________________
 NN0413* NAD 83(1986) POSITION- 42 46 59.42   (N) 099 06 33.76   (W)   HD_HELD1
 NN0413* NAVD 88 ORTHO HEIGHT -   610.539 (meters)     2003.08  (feet) ADJUSTED
 NN0413  ______________________________________________________________________
 NN0413  GEOID HEIGHT    -        -24.643 (meters)                     GEOID18
 NN0413  DYNAMIC HEIGHT  -        610.313 (meters)     2002.34  (feet) COMP
 NN0413  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 NN0413
 NN0413  VERT ORDER      -  SECOND    CLASS 0
 NN0413
 NN0413.The horizontal coordinates were determined by differentially corrected
 NN0413.hand held GPS observations or other comparable positioning techniques
 NN0413.and have an estimated accuracy of +/- 3 meters.
 NN0413
 NN0413.The orthometric height was determined by differential leveling and
 NN0413.adjusted by the NATIONAL GEODETIC SURVEY
 NN0413.in June 1991.
 NN0413
 NN0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0413.GEOID18 height accuracy estimate available here.
 NN0413
 NN0413.Click photographs - Photos may exist for this station.
 NN0413
 NN0413.The dynamic height is computed by dividing the NAVD 88
 NN0413.geopotential number by the normal gravity value computed on the
 NN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0413.degrees latitude (g = 980.6199 gals.).
 NN0413
 NN0413.The modeled gravity was interpolated from observed gravity values.
 NN0413
 NN0413;                    North         East    Units  Estimated Accuracy
 NN0413;SPC NE       -   327,910.2     572,869.0     MT  (+/- 3 meters HH1 GPS) 
 NN0413
 NN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9105336742(NAD 83)
 NN0413
 NN0413                          SUPERSEDED SURVEY CONTROL
 NN0413
 NN0413  NGVD 29 (??/??/92)  610.295  (m)         2002.28   (f) ADJ UNCH    2 0
 NN0413
 NN0413.Superseded values are not recommended for survey control.
 NN0413
 NN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0413.See file dsdata.pdf to determine how the superseded data were derived.
 NN0413
 NN0413_MARKER: DB = BENCH MARK DISK
 NN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0413_STAMPING: Y 218 1946
 NN0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0413+STABILITY: SURFACE MOTION
 NN0413
 NN0413  HISTORY     - Date     Condition        Report By
 NN0413  HISTORY     - 1946     MONUMENTED       CGS
 NN0413
 NN0413                          STATION DESCRIPTION
 NN0413
 NN0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0413'16.1 MI N FROM STUART.
 NN0413'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0413'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0413'NO. 20, THENCE NORTH 13.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0413'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0413'AN EAST-WEST DIRT ROAD, 37.0 FEET WEST OF AND ABOUT 1.0 FOOT
 NN0413'HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 39.0 FEET
 NN0413'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 13.0 FEET NORTH
 NN0413'OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH
 NN0413'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED Y 218 1946
 NN0413'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 NN0413'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0354 ***********************************************************************
 NN0354  DESIGNATION -  Y 219
 NN0354  PID         -  NN0354
 NN0354  STATE/COUNTY-  NE/ROCK
 NN0354  COUNTRY     -  US
 NN0354  USGS QUAD   -  NEWPORT (2017)
 NN0354
 NN0354                         *CURRENT SURVEY CONTROL
 NN0354  ______________________________________________________________________
 NN0354* NAD 83(1986) POSITION- 42 35 39.     (N) 099 16 27.     (W)   SCALED
 NN0354* NAVD 88 ORTHO HEIGHT -   670.580 (meters)     2200.06  (feet) ADJUSTED
 NN0354  ______________________________________________________________________
 NN0354  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 NN0354  DYNAMIC HEIGHT  -        670.314 (meters)     2199.19  (feet) COMP
 NN0354  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 NN0354
 NN0354  VERT ORDER      -  FIRST     CLASS II
 NN0354
 NN0354.The horizontal coordinates were scaled from a map and have
 NN0354.an estimated accuracy of +/- 6 seconds.
 NN0354
 NN0354.The orthometric height was determined by differential leveling and
 NN0354.adjusted by the NATIONAL GEODETIC SURVEY
 NN0354.in June 1991.
 NN0354
 NN0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0354.GEOID18 height accuracy estimate available here.
 NN0354
 NN0354.Click photographs - Photos may exist for this station.
 NN0354
 NN0354.The dynamic height is computed by dividing the NAVD 88
 NN0354.geopotential number by the normal gravity value computed on the
 NN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0354.degrees latitude (g = 980.6199 gals.).
 NN0354
 NN0354.The modeled gravity was interpolated from observed gravity values.
 NN0354
 NN0354;                    North         East    Units  Estimated Accuracy
 NN0354;SPC NE       -   306,790.      559,560.      MT  (+/- 180 meters Scaled)
 NN0354
 NN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN775157(NAD 83)
 NN0354
 NN0354                          SUPERSEDED SURVEY CONTROL
 NN0354
 NN0354  NGVD 29 (??/??/92)  670.345  (m)         2199.29   (f) ADJ UNCH    1 2
 NN0354
 NN0354.Superseded values are not recommended for survey control.
 NN0354
 NN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0354.See file dsdata.pdf to determine how the superseded data were derived.
 NN0354
 NN0354_MARKER: DB = BENCH MARK DISK
 NN0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0354_STAMPING: Y 219 1946
 NN0354_MARK LOGO: CGS
 NN0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0354+STABILITY: SURFACE MOTION
 NN0354
 NN0354  HISTORY     - Date     Condition        Report By
 NN0354  HISTORY     - 1946     MONUMENTED       CGS
 NN0354  HISTORY     - 1982     GOOD             LOCSUR
 NN0354
 NN0354                          STATION DESCRIPTION
 NN0354
 NN0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0354'0.5 MI S FROM NEWPORT.
 NN0354'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0354'NEWPORT, ROCK COUNTY, THENCE 2.7 MILES EAST ALONG U.S. HIGHWAY
 NN0354'20, AT THE JUNCTION OF A FARM DRIVE LEADING NORTH, 108 FEET EAST
 NN0354'OF THE CENTERLINE OF THE DRIVE, 49 FEET NORTH OF THE CENTERLINE
 NN0354'OF THE HIGHWAY, 6 FEET WEST OF A POLE, 1 FOOT SOUTH OF A FENCE,
 NN0354'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 4 FEET LOWER
 NN0354'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 219 1946 AND SET
 NN0354'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0354
 NN0354                          STATION RECOVERY (1982)
 NN0354
 NN0354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0355 ***********************************************************************
 NN0355  DESIGNATION -  Y 219 RESET
 NN0355  PID         -  NN0355
 NN0355  STATE/COUNTY-  NE/ROCK
 NN0355  COUNTRY     -  US
 NN0355  USGS QUAD   -  NEWPORT (2017)
 NN0355
 NN0355                         *CURRENT SURVEY CONTROL
 NN0355  ______________________________________________________________________
 NN0355* NAD 83(1986) POSITION- 42 35 39.     (N) 099 16 27.     (W)   SCALED
 NN0355* NAVD 88 ORTHO HEIGHT -   670.99  (+/-2cm)     2201.4   (feet) VERTCON
 NN0355  ______________________________________________________________________
 NN0355  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 NN0355  VERT ORDER      -  THIRD (See Below)
 NN0355
 NN0355.The horizontal coordinates were scaled from a map and have
 NN0355.an estimated accuracy of +/- 6 seconds.
 NN0355
 NN0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0355
 NN0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0355.GEOID18 height accuracy estimate available here.
 NN0355
 NN0355.The vertical order pertains to the NGVD 29 superseded value.
 NN0355
 NN0355.Click photographs - Photos may exist for this station.
 NN0355
 NN0355;                    North         East    Units  Estimated Accuracy
 NN0355;SPC NE       -   306,790.      559,560.      MT  (+/- 180 meters Scaled)
 NN0355
 NN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN775157(NAD 83)
 NN0355
 NN0355                          SUPERSEDED SURVEY CONTROL
 NN0355
 NN0355  NGVD 29 (01/31/13)  670.76   (m)         2200.7    (f) RESET       3  
 NN0355
 NN0355.Superseded values are not recommended for survey control.
 NN0355
 NN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0355.See file dsdata.pdf to determine how the superseded data were derived.
 NN0355
 NN0355_MARKER: DV = VERTICAL CONTROL DISK
 NN0355_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0355+WITH SETTING: INTO GROUND
 NN0355_STAMPING: Y 219 RESET 1976
 NN0355_MARK LOGO: NGS
 NN0355_PROJECTION: FLUSH
 NN0355_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0355
 NN0355  HISTORY     - Date     Condition        Report By
 NN0355  HISTORY     - 1976     MONUMENTED       NGS
 NN0355
 NN0355                          STATION DESCRIPTION
 NN0355
 NN0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0355'3.2 MI SE FROM NEWPORT.
 NN0355'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0355'NEWPORT, ROCK COUNTY, THENCE 2.7 MILES EAST ALONG U.S. HIGHWAY
 NN0355'20, 110 FEET NORTH OF THE CENTER OF THE HIGHWAY, 62 FEET EAST
 NN0355'OF A DRIVEWAY TO FARM BUILDINGS, 36 FEET AND 9 FEET EAST OF A
 NN0355'CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT WEST OF A METAL WITNESS
 NN0355'POST.  A STANDARD BENCH MARK DISK STAMPED, Y 219 RESET 1976,
 NN0355'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 NN0355'PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE WITH GRAVEL AND
 NN0355'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0398 ***********************************************************************
 NN0398  DESIGNATION -  Y 220
 NN0398  PID         -  NN0398
 NN0398  STATE/COUNTY-  NE/BOYD
 NN0398  COUNTRY     -  US
 NN0398  USGS QUAD   -  NAPER SW (2017)
 NN0398
 NN0398                         *CURRENT SURVEY CONTROL
 NN0398  ______________________________________________________________________
 NN0398* NAD 83(1986) POSITION- 42 52 08.12   (N) 099 11 54.82   (W)   HD_HELD1
 NN0398* NAVD 88 ORTHO HEIGHT -   586.073 (meters)     1922.81  (feet) ADJUSTED
 NN0398  ______________________________________________________________________
 NN0398  GEOID HEIGHT    -        -24.856 (meters)                     GEOID18
 NN0398  DYNAMIC HEIGHT  -        585.856 (meters)     1922.10  (feet) COMP
 NN0398  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 NN0398
 NN0398  VERT ORDER      -  SECOND    CLASS 0
 NN0398
 NN0398.The horizontal coordinates were determined by differentially corrected
 NN0398.hand held GPS observations or other comparable positioning techniques
 NN0398.and have an estimated accuracy of +/- 3 meters.
 NN0398
 NN0398.The orthometric height was determined by differential leveling and
 NN0398.adjusted by the NATIONAL GEODETIC SURVEY
 NN0398.in June 1991.
 NN0398
 NN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0398.GEOID18 height accuracy estimate available here.
 NN0398
 NN0398.Click photographs - Photos may exist for this station.
 NN0398
 NN0398.The dynamic height is computed by dividing the NAVD 88
 NN0398.geopotential number by the normal gravity value computed on the
 NN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0398.degrees latitude (g = 980.6199 gals.).
 NN0398
 NN0398.The modeled gravity was interpolated from observed gravity values.
 NN0398
 NN0398;                    North         East    Units  Estimated Accuracy
 NN0398;SPC NE       -   337,363.6     565,484.1     MT  (+/- 3 meters HH1 GPS) 
 NN0398
 NN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8378146278(NAD 83)
 NN0398
 NN0398                          SUPERSEDED SURVEY CONTROL
 NN0398
 NN0398  NGVD 29 (??/??/92)  585.811  (m)         1921.95   (f) ADJ UNCH    2 0
 NN0398
 NN0398.Superseded values are not recommended for survey control.
 NN0398
 NN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0398.See file dsdata.pdf to determine how the superseded data were derived.
 NN0398
 NN0398_MARKER: DB = BENCH MARK DISK
 NN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0398_STAMPING: Y 220 1946
 NN0398_MARK LOGO: CGS
 NN0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0398+STABILITY: SURFACE MOTION
 NN0398
 NN0398  HISTORY     - Date     Condition        Report By
 NN0398  HISTORY     - 1946     MONUMENTED       CGS
 NN0398
 NN0398                          STATION DESCRIPTION
 NN0398
 NN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0398'12 MI SE FROM BROCKSBURG.
 NN0398'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0398'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0398'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0398'EAST 4.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0398'MARK IS ABOUT 100 YARDS SOUTHEAST OF A T INTERSECTION, 40.0 FEET
 NN0398'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 10.0
 NN0398'FEET WEST OF THE WEST END OF A WIRE GATE, 10.0 FEET WEST OF A
 NN0398'NORTH-SOUTH SECTION LINE FENCE, 1.0 FOOT NORTH OF A FENCE AND
 NN0398'1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 NN0398'STAMPED Y 220 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0398'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1595 ***********************************************************************
 NM1595  CBN         -  This is a Cooperative Base Network Control Station.
 NM1595  DESIGNATION -  Y 221 RESET
 NM1595  PID         -  NM1595
 NM1595  STATE/COUNTY-  NE/ANTELOPE
 NM1595  COUNTRY     -  US
 NM1595  USGS QUAD   -  BRUNSWICK (2017)
 NM1595
 NM1595                         *CURRENT SURVEY CONTROL
 NM1595  ______________________________________________________________________
 NM1595* NAD 83(2011) POSITION- 42 20 59.33465(N) 097 54 43.98581(W)   ADJUSTED
 NM1595* NAD 83(2011) ELLIP HT-   520.976 (meters)        (06/27/12)   ADJUSTED
 NM1595* NAD 83(2011) EPOCH   -  2010.00
 NM1595* NAVD 88 ORTHO HEIGHT -   545.96  (meters)     1791.2   (feet) LEVELING
 NM1595  ______________________________________________________________________
 NM1595  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 NM1595  NAD 83(2011) X  -   -649,913.636 (meters)                     COMP
 NM1595  NAD 83(2011) Y  - -4,676,349.938 (meters)                     COMP
 NM1595  NAD 83(2011) Z  -  4,274,751.109 (meters)                     COMP
 NM1595  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 NM1595  VERT ORDER      -  THIRD ?
 NM1595
 NM1595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1595  Standards:
 NM1595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1595  -------------------------------------------------------------------
 NM1595  NETWORK    0.54   1.29           0.25   0.18   0.66     -0.01225198
 NM1595  -------------------------------------------------------------------
 NM1595  Click here for local accuracies and other accuracy information.
 NM1595
 NM1595.The horizontal coordinates were established by GPS observations
 NM1595.and adjusted by the National Geodetic Survey in June 2012.
 NM1595
 NM1595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1595.been affixed to the stable North American tectonic plate. See 
 NM1595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1595
 NM1595.The horizontal coordinates are valid at the epoch date displayed above
 NM1595.which is a decimal equivalence of Year/Month/Day.
 NM1595
 NM1595.The orthometric height was determined by differential leveling.
 NM1595.The vertical network tie was performed by a horz. field party for horz.
 NM1595.obs reductions. Reset procedures were used to establish the elevation.
 NM1595
 NM1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1595.GEOID18 height accuracy estimate available here.
 NM1595
 NM1595.Click photographs - Photos may exist for this station.
 NM1595
 NM1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1595
 NM1595.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1595
 NM1595.The ellipsoidal height was determined by GPS observations
 NM1595.and is referenced to NAD 83.
 NM1595
 NM1595. The following values were computed from the NAD 83(2011) position.
 NM1595
 NM1595;                    North         East     Units Scale Factor Converg.
 NM1595;SPC NE       -   281,480.154   671,966.921   MT  0.99976712   +1 23 00.8
 NM1595;SPC NE       -   923,489.47  2,204,611.47   sFT  0.99976712   +1 23 00.8
 NM1595;UTM  14      - 4,689,189.956   589,592.911   MT  0.99969876   +0 43 58.2
 NM1595
 NM1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1595!SPC NE       -   0.99991830  x   0.99976712  =   0.99968544
 NM1595!UTM  14      -   0.99991830  x   0.99969876  =   0.99961708
 NM1595
 NM1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8959289189(NAD 83)
 NM1595
 NM1595                          SUPERSEDED SURVEY CONTROL
 NM1595
 NM1595  NAD 83(2007)-  42 20 59.33461(N)    097 54 43.98656(W) AD(2002.00) 0
 NM1595  ELLIP H (02/10/07)  521.003  (m)                       GP(2002.00)    
 NM1595  ELLIP H (07/10/01)  520.979  (m)                       GP(       ) 4 1
 NM1595  NAD 83(1995)-  42 20 59.33442(N)    097 54 43.98620(W) AD(       ) B
 NM1595  ELLIP H (06/25/96)  521.026  (m)                       GP(       ) 1 1
 NM1595  NGVD 29 (01/31/13)  545.74   (m)         1790.5    (f) RESET       3  
 NM1595
 NM1595.Superseded values are not recommended for survey control.
 NM1595
 NM1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1595.See file dsdata.pdf to determine how the superseded data were derived.
 NM1595
 NM1595_MARKER: DV = VERTICAL CONTROL DISK
 NM1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1595_STAMPING: Y 221 RESET 1978
 NM1595_MARK LOGO: NGS
 NM1595_PROJECTION: FLUSH
 NM1595_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1595+STABILITY: SURFACE MOTION
 NM1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1595+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 NM1595
 NM1595  HISTORY     - Date     Condition        Report By
 NM1595  HISTORY     - 1978     MONUMENTED       NGS
 NM1595  HISTORY     - 19950615 GOOD             NGS
 NM1595  HISTORY     - 20000613 GOOD             NEDR
 NM1595  HISTORY     - 20121031 GOOD             GCT
 NM1595
 NM1595                          STATION DESCRIPTION
 NM1595
 NM1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NM1595'5.8 MI WEST FROM PLAINVIEW.
 NM1595'5.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF STATE
 NM1595'HIGHWAY 13 IN PLAINVIEW TO CROSSROADS AND MARK ON LEFT, 82 FEET
 NM1595'SOUTH OF CENTER OF U.S. HIGHWAY 20, 32 FEET EAST OF GRAVEL ROAD,
 NM1595'11.5 FEET SOUTH OF FENCE CORNER, AND 1 FOOT WEST OF FENCE.
 NM1595'THE MARK IS 1.6 FT  NW FROM A WITNESS POST.
 NM1595
 NM1595                          STATION RECOVERY (1995)
 NM1595
 NM1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1595'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) EAST-NORTHEAST OF
 NM1595'BRUNSWICK, 6.25 MI (10.06 KM) WEST OF PLAINVIEW, AT A COUNTY ROAD
 NM1595'INTERSECTION WITH U.S. HIGHWAY 20, ON THE EAST RIGHT-OF-WAY OF THE
 NM1595'COUNTY ROAD AND IN THE NW CORNER OF SEC4, T27N R5W.  TO REACH THE MARK
 NM1595'FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 13 AT THE WEST
 NM1595'EDGE OF PLAINVIEW, GO WEST ON THE HIGHWAYS FOR 1.7 MI (2.7 KM) TO THE
 NM1595'ANTELOPE COUNTY LINE.  CONTINUE WEST FOR 3.05 MI (4.91 KM) TO WHERE
 NM1595'HIGHWAY 13 TURNS NORTH.  CONTINUE WEST ON HIGHWAY 20 FOR 1.0 MI (1.6
 NM1595'KM) TO THE MARK ON THE LEFT IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 NM1595'WITH A GRADED COUNTY ROAD.  THE MARK MAY ALSO BE REACHED FROM THE
 NM1595'JUNCTION OF STATE ROAD 2B SPUR WITH U.S. HIGHWAY 20, 1 MI (1.6 KM)
 NM1595'NORTH OF BRUNSWICK, BY GOING EAST ON HIGHWAY 20 FOR 3.0 MI (4.8 KM) TO
 NM1595'THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND
 NM1595'CONCRETE MONUMENT THAT IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND
 NM1595'SURFACE.  IT IS 101.0 FT (30.8 M) SOUTH OF THE CENTERLINE OF THE
 NM1595'HIGHWAY, 32.0 FT (9.8 M) EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 NM1595'11.5 FT (3.5 M) SOUTH OF A FENCE CORNER POST, 2.3 FT (0.7 M) SOUTH OF
 NM1595'A CARSONITE WITNESS POST, 1.7 FT (0.5 M) NORTHWEST OF A METAL WITNESS
 NM1595'POST, 1.0 FT (0.3 M) WEST OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT 1
 NM1595'FT (0.3 M) LOWER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE WEST SIDE
 NM1595'OF THE MARK.
 NM1595
 NM1595                          STATION RECOVERY (2000)
 NM1595
 NM1595'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1595'RECOVERED AS DESCRIBED.
 NM1595
 NM1595                          STATION RECOVERY (2012)
 NM1595
 NM1595'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NM1595'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0494 ***********************************************************************
 NN0494  DESIGNATION -  Y 222
 NN0494  PID         -  NN0494
 NN0494  STATE/COUNTY-  NE/ROCK
 NN0494  COUNTRY     -  US
 NN0494  USGS QUAD   -  BASSETT (2017)
 NN0494
 NN0494                         *CURRENT SURVEY CONTROL
 NN0494  ______________________________________________________________________
 NN0494* NAD 83(1986) POSITION- 42 33 46.     (N) 099 37 19.     (W)   SCALED
 NN0494* NAVD 88 ORTHO HEIGHT -   719.159 (meters)     2359.44  (feet) ADJUSTED
 NN0494  ______________________________________________________________________
 NN0494  GEOID HEIGHT    -        -23.071 (meters)                     GEOID18
 NN0494  DYNAMIC HEIGHT  -        718.863 (meters)     2358.47  (feet) COMP
 NN0494  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 NN0494
 NN0494  VERT ORDER      -  FIRST     CLASS II
 NN0494
 NN0494.The horizontal coordinates were scaled from a map and have
 NN0494.an estimated accuracy of +/- 6 seconds.
 NN0494
 NN0494.The orthometric height was determined by differential leveling and
 NN0494.adjusted by the NATIONAL GEODETIC SURVEY
 NN0494.in June 1991.
 NN0494
 NN0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0494.GEOID18 height accuracy estimate available here.
 NN0494
 NN0494.Click photographs - Photos may exist for this station.
 NN0494
 NN0494.The dynamic height is computed by dividing the NAVD 88
 NN0494.geopotential number by the normal gravity value computed on the
 NN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0494.degrees latitude (g = 980.6199 gals.).
 NN0494
 NN0494.The modeled gravity was interpolated from observed gravity values.
 NN0494
 NN0494;                    North         East    Units  Estimated Accuracy
 NN0494;SPC NE       -   303,120.      531,040.      MT  (+/- 180 meters Scaled)
 NN0494
 NN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN489124(NAD 83)
 NN0494
 NN0494                          SUPERSEDED SURVEY CONTROL
 NN0494
 NN0494  NGVD 29 (??/??/92)  718.896  (m)         2358.58   (f) ADJ UNCH    1 2
 NN0494
 NN0494.Superseded values are not recommended for survey control.
 NN0494
 NN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0494.See file dsdata.pdf to determine how the superseded data were derived.
 NN0494
 NN0494_MARKER: DB = BENCH MARK DISK
 NN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0494_STAMPING: Y 222 1946
 NN0494_MARK LOGO: CGS
 NN0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0494+STABILITY: SURFACE MOTION
 NN0494
 NN0494  HISTORY     - Date     Condition        Report By
 NN0494  HISTORY     - 1946     MONUMENTED       CGS
 NN0494
 NN0494                          STATION DESCRIPTION
 NN0494
 NN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0494'0.5 MI S FROM BASSETT.
 NN0494'0.5 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0494'BASSETT, ROCK COUNTY, THENCE 4.5 MILES SOUTHWEST ALONG U.S. HIGHWAY
 NN0494'20, 78 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43
 NN0494'FEET SOUTHEAST OF THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN
 NN0494'RAILWAY, 27 FEET EAST OF C. AND N.W. RY. MILEPOST 209, 1 FOOT
 NN0494'WEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 NN0494'HIGHWAY.  A STANDARD DISK, STAMPED Y 222 1946 AND SET IN THE
 NN0494'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0559 ***********************************************************************
 NN0559  DESIGNATION -  Y 223
 NN0559  PID         -  NN0559
 NN0559  STATE/COUNTY-  NE/KEYA PAHA
 NN0559  COUNTRY     -  US
 NN0559  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0559
 NN0559                         *CURRENT SURVEY CONTROL
 NN0559  ______________________________________________________________________
 NN0559* NAD 83(1986) POSITION- 42 53 49.     (N) 099 40 11.     (W)   SCALED
 NN0559* NAVD 88 ORTHO HEIGHT -   682.741 (meters)     2239.96  (feet) ADJUSTED
 NN0559  ______________________________________________________________________
 NN0559  GEOID HEIGHT    -        -24.026 (meters)                     GEOID18
 NN0559  DYNAMIC HEIGHT  -        682.475 (meters)     2239.09  (feet) COMP
 NN0559  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 NN0559
 NN0559  VERT ORDER      -  FIRST     CLASS II
 NN0559
 NN0559.The horizontal coordinates were scaled from a map and have
 NN0559.an estimated accuracy of +/- 6 seconds.
 NN0559
 NN0559.The orthometric height was determined by differential leveling and
 NN0559.adjusted by the NATIONAL GEODETIC SURVEY
 NN0559.in June 1991.
 NN0559
 NN0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0559.GEOID18 height accuracy estimate available here.
 NN0559
 NN0559.Click photographs - Photos may exist for this station.
 NN0559
 NN0559.The dynamic height is computed by dividing the NAVD 88
 NN0559.geopotential number by the normal gravity value computed on the
 NN0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0559.degrees latitude (g = 980.6199 gals.).
 NN0559
 NN0559.The modeled gravity was interpolated from observed gravity values.
 NN0559
 NN0559;                    North         East    Units  Estimated Accuracy
 NN0559;SPC NE       -   340,220.      526,980.      MT  (+/- 180 meters Scaled)
 NN0559
 NN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN453495(NAD 83)
 NN0559
 NN0559                          SUPERSEDED SURVEY CONTROL
 NN0559
 NN0559  NGVD 29 (??/??/92)  682.453  (m)         2239.01   (f) ADJ UNCH    1 2
 NN0559
 NN0559.Superseded values are not recommended for survey control.
 NN0559
 NN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0559.See file dsdata.pdf to determine how the superseded data were derived.
 NN0559
 NN0559_MARKER: DB = BENCH MARK DISK
 NN0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0559_STAMPING: Y 223 1946
 NN0559_MARK LOGO: CGS
 NN0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0559+STABILITY: SURFACE MOTION
 NN0559
 NN0559  HISTORY     - Date     Condition        Report By
 NN0559  HISTORY     - 1946     MONUMENTED       CGS
 NN0559
 NN0559                          STATION DESCRIPTION
 NN0559
 NN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0559'9 MI NE FROM SPRINGVIEW.
 NN0559'ALONG A GRAVELED COUNTY ROAD, 5.0 MILES NORTH THENCE 4.0 MILES
 NN0559'EAST OF THE COURT HOUSE IN SPRINGVIEW, NEAR A SECTION CORNER, 37
 NN0559'FEET SOUTH OF THE CENTER OF THE ROAD, 24 FEET EAST OF THE CENTER
 NN0559'OF A DIM ROAD TO THE SOUTH, 11 FEET SOUTH OF A CORNER FENCE
 NN0559'POST, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0560 ***********************************************************************
 NN0560  DESIGNATION -  Y 223 RESET
 NN0560  PID         -  NN0560
 NN0560  STATE/COUNTY-  NE/KEYA PAHA
 NN0560  COUNTRY     -  US
 NN0560  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0560
 NN0560                         *CURRENT SURVEY CONTROL
 NN0560  ______________________________________________________________________
 NN0560* NAD 83(1986) POSITION- 42 53 48.     (N) 099 40 11.     (W)   SCALED
 NN0560* NAVD 88 ORTHO HEIGHT -   682.98  (meters)     2240.7   (feet) RESET
 NN0560  ______________________________________________________________________
 NN0560  GEOID HEIGHT    -        -24.025 (meters)                     GEOID18
 NN0560  VERT ORDER      -  THIRD
 NN0560
 NN0560.The horizontal coordinates were scaled from a map and have
 NN0560.an estimated accuracy of +/- 6 seconds.
 NN0560
 NN0560.The orthometric height was computed from unverified reset data.
 NN0560
 NN0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0560.GEOID18 height accuracy estimate available here.
 NN0560
 NN0560.Click photographs - Photos may exist for this station.
 NN0560
 NN0560;                    North         East    Units  Estimated Accuracy
 NN0560;SPC NE       -   340,190.      526,980.      MT  (+/- 180 meters Scaled)
 NN0560
 NN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN453495(NAD 83)
 NN0560
 NN0560                          SUPERSEDED SURVEY CONTROL
 NN0560
 NN0560.No superseded survey control is available for this station.
 NN0560
 NN0560_MARKER: DB = BENCH MARK DISK
 NN0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0560_STAMPING: Y 223 RESET 1971
 NN0560_MARK LOGO: CGS
 NN0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0560+STABILITY: SURFACE MOTION
 NN0560
 NN0560  HISTORY     - Date     Condition        Report By
 NN0560  HISTORY     - 1971     MONUMENTED       NEDR
 NN0560
 NN0560                          STATION DESCRIPTION
 NN0560
 NN0560'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1971
 NN0560'9 MI NE FROM SPRINGVIEW.
 NN0560'ALONG STATE HIGHWAY 123, 5 MILES NORTH THENCE 4 MILES EAST OF
 NN0560'THE COURT HOUSE IN SPRINGVIEW, 66 FEET SOUTH OF THE CENTER LINE
 NN0560'OF THE HIGHWAY, 25 FEET WEST OF A TRAIL ROAD LEADING SOUTH AND
 NN0560'1 FOOT SOUTHEAST OF A FENCE CORNER.  THIS MARK IS BELIEVED TO
 NN0560'BE SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1172 ***********************************************************************
 NM1172  DESIGNATION -  Y 224
 NM1172  PID         -  NM1172
 NM1172  STATE/COUNTY-  NE/WAYNE
 NM1172  COUNTRY     -  US
 NM1172  USGS QUAD   -  HOSKINS (2017)
 NM1172
 NM1172                         *CURRENT SURVEY CONTROL
 NM1172  ______________________________________________________________________
 NM1172* NAD 83(1986) POSITION- 42 07 26.     (N) 097 17 24.     (W)   SCALED
 NM1172* NAVD 88 ORTHO HEIGHT -   513.138 (meters)     1683.52  (feet) ADJUSTED
 NM1172  ______________________________________________________________________
 NM1172  GEOID HEIGHT    -        -24.807 (meters)                     GEOID18
 NM1172  DYNAMIC HEIGHT  -        512.942 (meters)     1682.88  (feet) COMP
 NM1172  MODELED GRAVITY -    980,223.8   (mgal)                       NAVD 88
 NM1172
 NM1172  VERT ORDER      -  FIRST     CLASS II
 NM1172
 NM1172.The horizontal coordinates were scaled from a map and have
 NM1172.an estimated accuracy of +/- 6 seconds.
 NM1172
 NM1172.The orthometric height was determined by differential leveling and
 NM1172.adjusted by the NATIONAL GEODETIC SURVEY
 NM1172.in June 1991.
 NM1172
 NM1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1172.GEOID18 height accuracy estimate available here.
 NM1172
 NM1172.Click photographs - Photos may exist for this station.
 NM1172
 NM1172.The dynamic height is computed by dividing the NAVD 88
 NM1172.geopotential number by the normal gravity value computed on the
 NM1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1172.degrees latitude (g = 980.6199 gals.).
 NM1172
 NM1172.The modeled gravity was interpolated from observed gravity values.
 NM1172
 NM1172;                    North         East    Units  Estimated Accuracy
 NM1172;SPC NE       -   257,830.      723,990.      MT  (+/- 180 meters Scaled)
 NM1172
 NM1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM413649(NAD 83)
 NM1172
 NM1172                          SUPERSEDED SURVEY CONTROL
 NM1172
 NM1172  NGVD 29 (??/??/92)  512.940  (m)         1682.87   (f) ADJ UNCH    1 2
 NM1172
 NM1172.Superseded values are not recommended for survey control.
 NM1172
 NM1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1172.See file dsdata.pdf to determine how the superseded data were derived.
 NM1172
 NM1172_MARKER: DB = BENCH MARK DISK
 NM1172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1172_SP_SET: CULVERT HEADWALL
 NM1172_STAMPING: Y 224 1947
 NM1172_MARK LOGO: CGS
 NM1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1172+STABILITY: SURFACE MOTION
 NM1172
 NM1172  HISTORY     - Date     Condition        Report By
 NM1172  HISTORY     - 1947     MONUMENTED       CGS
 NM1172
 NM1172                          STATION DESCRIPTION
 NM1172
 NM1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1172'1.2 MI NE FROM HOSKINS.
 NM1172'1.15 MI NE ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1172'RAILWAY FROM THE STATION AT HOSKINS, BETWEEN THE RR AND STATE
 NM1172'HWY NO. 35 AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 164.0
 NM1172'FT N OF THE CENTER OF A CROSSING WHERE A N-S AND AN E-W DIRT
 NM1172'ROAD CROSS THE TRACK, 121.0 FT SW OF MILE POST EMR 37, 41.0 FT NW
 NM1172'OF THE NW RAIL OF THE TRACK (MEASURED FROM A POINT AT THE CENTER
 NM1172'OF 12-FOOT WOODEN CULVERT UNDER THE TRACK), 44.0 FEET E OF THE
 NM1172'CENTER OF THE HIGHWAY, 18.0 FT E OF THE CENTER OF A N-S DIRT
 NM1172'ROAD, SET IN THE TOP OF AND 2.1 FT N OF THE S END OF THE E
 NM1172'HEAD WALL OF A 10-FOOT CONCRETE CULVERT UNDER THE HIGHWAY AND
 NM1172'THE DIRT ROAD, 2.5 FT S OF A 6 X 8-IN CONCRETE MARKER POST WHICH
 NM1172'IS AT THE CENTER OF THE HEAD WALL, ABOUT 2 FT ABOVE THE TRACK
 NM1172'AND ABOUT 2 FT BELOW THE HIGHWAY AND THE DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0611 ***********************************************************************
 NM0611  DESIGNATION -  Y 225
 NM0611  PID         -  NM0611
 NM0611  STATE/COUNTY-  NE/WAYNE
 NM0611  COUNTRY     -  US
 NM0611  USGS QUAD   -  ALTONA NW (2017)
 NM0611
 NM0611                         *CURRENT SURVEY CONTROL
 NM0611  ______________________________________________________________________
 NM0611* NAD 83(1986) POSITION- 42 14 34.     (N) 096 59 06.     (W)   SCALED
 NM0611* NAVD 88 ORTHO HEIGHT -   434.485 (meters)     1425.47  (feet) ADJUSTED
 NM0611  ______________________________________________________________________
 NM0611  GEOID HEIGHT    -        -24.916 (meters)                     GEOID18
 NM0611  DYNAMIC HEIGHT  -        434.336 (meters)     1424.98  (feet) COMP
 NM0611  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 NM0611
 NM0611  VERT ORDER      -  FIRST     CLASS II
 NM0611
 NM0611.This mark is at Wayne Municipal Airport (LCG)
 NM0611
 NM0611.The horizontal coordinates were scaled from a map and have
 NM0611.an estimated accuracy of +/- 6 seconds.
 NM0611
 NM0611.The orthometric height was determined by differential leveling and
 NM0611.adjusted by the NATIONAL GEODETIC SURVEY
 NM0611.in June 1991.
 NM0611
 NM0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0611.GEOID18 height accuracy estimate available here.
 NM0611
 NM0611.Click photographs - Photos may exist for this station.
 NM0611
 NM0611.The dynamic height is computed by dividing the NAVD 88
 NM0611.geopotential number by the normal gravity value computed on the
 NM0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0611.degrees latitude (g = 980.6199 gals.).
 NM0611
 NM0611.The modeled gravity was interpolated from observed gravity values.
 NM0611
 NM0611;                    North         East    Units  Estimated Accuracy
 NM0611;SPC NE       -   271,850.      748,730.      MT  (+/- 180 meters Scaled)
 NM0611
 NM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM662786(NAD 83)
 NM0611
 NM0611                          SUPERSEDED SURVEY CONTROL
 NM0611
 NM0611  NGVD 29 (??/??/92)  434.310  (m)         1424.90   (f) ADJ UNCH    1 2
 NM0611
 NM0611.Superseded values are not recommended for survey control.
 NM0611
 NM0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0611.See file dsdata.pdf to determine how the superseded data were derived.
 NM0611
 NM0611_MARKER: DB = BENCH MARK DISK
 NM0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0611_STAMPING: Y 225 1947
 NM0611_MARK LOGO: CGS
 NM0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0611+STABILITY: SURFACE MOTION
 NM0611
 NM0611  HISTORY     - Date     Condition        Report By
 NM0611  HISTORY     - 1947     MONUMENTED       CGS
 NM0611  HISTORY     - 1966     GOOD             CGS
 NM0611
 NM0611                          STATION DESCRIPTION
 NM0611
 NM0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0611'2 MI NE FROM WAYNE.
 NM0611'2.0 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0611'AND OMAHA RAILWAY FROM THE STATION AT WAYNE, AT A COUNTY DIRT
 NM0611'ROAD CROSSING AND AT THE NORTHEAST CORNER OF THE LANDING FIELD
 NM0611'OF THE WAYNE MUNICIPAL AIRPORT, 86.0 FEET EAST OF THE CENTER
 NM0611'OF THE ROAD CROSSING, 60.2 FEET SOUTHWEST OF TELEPHONE POLE
 NM0611'NO. 16/15, 43.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NM0611'TRACK, 8.0 FEET NORTHEAST OF A FENCE CORNER POST, 2.3 FEET
 NM0611'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 2.3 FEET NORTHEAST
 NM0611'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW
 NM0611'THE TRACK AND PROJECTING 0.2 FOOT.
 NM0611
 NM0611                          STATION RECOVERY (1966)
 NM0611
 NM0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0007 ***********************************************************************
 NO0007  DESIGNATION -  Y 226
 NO0007  PID         -  NO0007
 NO0007  STATE/COUNTY-  NE/BROWN
 NO0007  COUNTRY     -  US
 NO0007  USGS QUAD   -  JOHNSTOWN (2017)
 NO0007
 NO0007                         *CURRENT SURVEY CONTROL
 NO0007  ______________________________________________________________________
 NO0007* NAD 83(1986) POSITION- 42 33 54.09   (N) 100 02 08.32   (W)   HD_HELD1
 NO0007* NAVD 88 ORTHO HEIGHT -   788.477 (meters)     2586.86  (feet) ADJUSTED
 NO0007  ______________________________________________________________________
 NO0007  GEOID HEIGHT    -        -22.323 (meters)                     GEOID18
 NO0007  DYNAMIC HEIGHT  -        788.145 (meters)     2585.77  (feet) COMP
 NO0007  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 NO0007
 NO0007  VERT ORDER      -  FIRST     CLASS II
 NO0007
 NO0007.The horizontal coordinates were determined by differentially corrected
 NO0007.hand held GPS observations or other comparable positioning techniques
 NO0007.and have an estimated accuracy of +/- 3 meters.
 NO0007
 NO0007.The orthometric height was determined by differential leveling and
 NO0007.adjusted by the NATIONAL GEODETIC SURVEY
 NO0007.in June 1991.
 NO0007
 NO0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0007.GEOID18 height accuracy estimate available here.
 NO0007
 NO0007.Click photographs - Photos may exist for this station.
 NO0007
 NO0007.The dynamic height is computed by dividing the NAVD 88
 NO0007.geopotential number by the normal gravity value computed on the
 NO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0007.degrees latitude (g = 980.6199 gals.).
 NO0007
 NO0007.The modeled gravity was interpolated from observed gravity values.
 NO0007
 NO0007;                    North         East    Units  Estimated Accuracy
 NO0007;SPC NE       -   303,305.5     497,073.6     MT  (+/- 3 meters HH1 GPS) 
 NO0007
 NO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1499213033(NAD 83)
 NO0007
 NO0007                          SUPERSEDED SURVEY CONTROL
 NO0007
 NO0007  NGVD 29 (??/??/92)  788.180  (m)         2585.89   (f) ADJ UNCH    1 2
 NO0007
 NO0007.Superseded values are not recommended for survey control.
 NO0007
 NO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0007.See file dsdata.pdf to determine how the superseded data were derived.
 NO0007
 NO0007_MARKER: DB = BENCH MARK DISK
 NO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0007_STAMPING: Y 226 1946
 NO0007_MARK LOGO: CGS
 NO0007_PROJECTION: PROJECTING 3 CENTIMETERS
 NO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0007+STABILITY: SURFACE MOTION
 NO0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0007+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2022
 NO0007
 NO0007  HISTORY     - Date     Condition        Report By
 NO0007  HISTORY     - 1946     MONUMENTED       CGS
 NO0007  HISTORY     - 20221117 GOOD             NEGS
 NO0007
 NO0007                          STATION DESCRIPTION
 NO0007
 NO0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0007'1.1 MI E FROM JOHNSTOWN.
 NO0007'1.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0007'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT THE
 NO0007'INTERSECTION OF A PRIVATE DIRT ROAD, 91 FEET SOUTH OF THE
 NO0007'CENTERLINE OF THE HIGHWAY, 58 FEET WEST OF THE CENTERLINE OF THE
 NO0007'PRIVATE ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE C. AND
 NO0007'N.W. RY. TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN
 NO0007'LINE WITH A ROW OF POLES, AND 3 FEET LOWER THAN THE HIGHWAY.
 NO0007'A STANDARD DISK, STAMPED Y 226 1946 AND SET IN THE TOP OF A
 NO0007'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NO0007
 NO0007                          STATION RECOVERY (2022)
 NO0007
 NO0007'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (PS)
 NO0007'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 20 IN
 NO0007'JOHNSTOWN, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 1.20 MI (1.93
 NO0007'KM) TO MILE POST 233.26 AND THE MARK ON THE RIGHT (SSW). THE MARK IS
 NO0007'42.0 FT (12.8 M) NORTH-NORTHEAST OF THE APPROXIMATELY CENTERLINE OF
 NO0007'THE COWBOY TRAIL, 1.0 FT (0.3 M) NORTH OF THE BOTTOM OF A FIBERGLASS
 NO0007'WITNESS POST AND 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF U.S. HIGHWAY. 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0069 ***********************************************************************
 NO0069  DESIGNATION -  Y 227
 NO0069  PID         -  NO0069
 NO0069  STATE/COUNTY-  NE/BROWN
 NO0069  COUNTRY     -  US
 NO0069  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0069
 NO0069                         *CURRENT SURVEY CONTROL
 NO0069  ______________________________________________________________________
 NO0069* NAD 83(1986) POSITION- 42 43 19.     (N) 100 04 04.     (W)   SCALED
 NO0069* NAVD 88 ORTHO HEIGHT -   776.433 (meters)     2547.35  (feet) ADJUSTED
 NO0069  ______________________________________________________________________
 NO0069  GEOID HEIGHT    -        -22.611 (meters)                     GEOID18
 NO0069  DYNAMIC HEIGHT  -        776.124 (meters)     2546.33  (feet) COMP
 NO0069  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 NO0069
 NO0069  VERT ORDER      -  SECOND    CLASS 0
 NO0069
 NO0069.The horizontal coordinates were scaled from a map and have
 NO0069.an estimated accuracy of +/- 6 seconds.
 NO0069
 NO0069.The orthometric height was determined by differential leveling and
 NO0069.adjusted by the NATIONAL GEODETIC SURVEY
 NO0069.in June 1991.
 NO0069
 NO0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0069.GEOID18 height accuracy estimate available here.
 NO0069
 NO0069.Click photographs - Photos may exist for this station.
 NO0069
 NO0069.The dynamic height is computed by dividing the NAVD 88
 NO0069.geopotential number by the normal gravity value computed on the
 NO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0069.degrees latitude (g = 980.6199 gals.).
 NO0069
 NO0069.The modeled gravity was interpolated from observed gravity values.
 NO0069
 NO0069;                    North         East    Units  Estimated Accuracy
 NO0069;SPC NE       -   320,740.      494,450.      MT  (+/- 180 meters Scaled)
 NO0069
 NO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN125304(NAD 83)
 NO0069
 NO0069                          SUPERSEDED SURVEY CONTROL
 NO0069
 NO0069  NGVD 29 (??/??/92)  776.137  (m)         2546.38   (f) ADJ UNCH    2 0
 NO0069
 NO0069.Superseded values are not recommended for survey control.
 NO0069
 NO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0069.See file dsdata.pdf to determine how the superseded data were derived.
 NO0069
 NO0069_MARKER: DB = BENCH MARK DISK
 NO0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0069_STAMPING: Y 227 1946
 NO0069_MARK LOGO: CGS
 NO0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0069+STABILITY: SURFACE MOTION
 NO0069
 NO0069  HISTORY     - Date     Condition        Report By
 NO0069  HISTORY     - 1946     MONUMENTED       CGS
 NO0069
 NO0069                          STATION DESCRIPTION
 NO0069
 NO0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0069'12.1 MI N FROM JOHNSTOWN.
 NO0069'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0069'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 11.7
 NO0069'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT THE SOUTH
 NO0069'END OF A SMALL CUT, ABOUT 0.1 MILE NORTH OF THE HALSTED SCHOOL
 NO0069'BUILDING, 30 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 NO0069'LINE OF THE ROAD, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NO0069'BRONZE DISC STAMPED Y 227 1946 AND SET IN THE TOP OF A CONCRETE
 NO0069'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED Y 227
 NO0069'1946.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0115 ***********************************************************************
 NO0115  DESIGNATION -  Y 228
 NO0115  PID         -  NO0115
 NO0115  STATE/COUNTY-  NE/CHERRY
 NO0115  COUNTRY     -  US
 NO0115  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0115
 NO0115                         *CURRENT SURVEY CONTROL
 NO0115  ______________________________________________________________________
 NO0115* NAD 83(1986) POSITION- 42 49 40.62   (N) 100 30 48.19   (W)   HD_HELD1
 NO0115* NAVD 88 ORTHO HEIGHT -   784.633 (meters)     2574.25  (feet) ADJUSTED
 NO0115  ______________________________________________________________________
 NO0115  GEOID HEIGHT    -        -21.851 (meters)                     GEOID18
 NO0115  DYNAMIC HEIGHT  -        784.317 (meters)     2573.21  (feet) COMP
 NO0115  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 NO0115
 NO0115  VERT ORDER      -  FIRST     CLASS II
 NO0115
 NO0115.The horizontal coordinates were determined by differentially corrected
 NO0115.hand held GPS observations or other comparable positioning techniques
 NO0115.and have an estimated accuracy of +/- 3 meters.
 NO0115
 NO0115.The orthometric height was determined by differential leveling and
 NO0115.adjusted by the NATIONAL GEODETIC SURVEY
 NO0115.in June 1994.
 NO0115
 NO0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0115.GEOID18 height accuracy estimate available here.
 NO0115
 NO0115.Click photographs - Photos may exist for this station.
 NO0115
 NO0115.The dynamic height is computed by dividing the NAVD 88
 NO0115.geopotential number by the normal gravity value computed on the
 NO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0115.degrees latitude (g = 980.6199 gals.).
 NO0115
 NO0115.The modeled gravity was interpolated from observed gravity values.
 NO0115
 NO0115;                    North         East    Units  Estimated Accuracy
 NO0115;SPC NE       -   332,633.4     458,024.8     MT  (+/- 3 meters HH1 GPS) 
 NO0115
 NO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7630142819(NAD 83)
 NO0115
 NO0115                          SUPERSEDED SURVEY CONTROL
 NO0115
 NO0115  NAVD 88 (06/15/91)  784.626  (m)         2574.23   (f) SUPERSEDED  1 2
 NO0115  NGVD 29 (02/14/92)  784.346  (m)         2573.31   (f) ADJUSTED    1 2
 NO0115  NGVD 29 (??/??/87)  784.346  (m)         2573.31   (f) SUPERSEDED  1 2
 NO0115
 NO0115.Superseded values are not recommended for survey control.
 NO0115
 NO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0115.See file dsdata.pdf to determine how the superseded data were derived.
 NO0115
 NO0115_MARKER: DB = BENCH MARK DISK
 NO0115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NO0115_SP_SET: HEADWALL
 NO0115_STAMPING: Y 228 1946
 NO0115_MARK LOGO: CGS
 NO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0115+STABILITY: SURFACE MOTION
 NO0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0115+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0115
 NO0115  HISTORY     - Date     Condition        Report By
 NO0115  HISTORY     - 1946     MONUMENTED       CGS
 NO0115  HISTORY     - 19910803 GOOD             NGS
 NO0115
 NO0115                          STATION DESCRIPTION
 NO0115
 NO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0115'3.6 MI SE FROM VALENTINE.
 NO0115'3.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0115'FROM THE STATION AT VALENTINE, CHERRY COUNTY, AT CULVERT 476,
 NO0115'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 11 FEET EAST
 NO0115'OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 NO0115'STANDARD DISK, STAMPED Y 228 1946.
 NO0115
 NO0115                          STATION RECOVERY (1991)
 NO0115
 NO0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0115'6.2 KM (3.85 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN
 NO0115'RAILROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 (MAIN STREET) IN
 NO0115'VALENTINE, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 NO0115'AND OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, 2.5 M (8.2 FT)
 NO0115'NORTHEAST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 NO0115'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0620 ***********************************************************************
 NM0620  DESIGNATION -  Y 229
 NM0620  PID         -  NM0620
 NM0620  STATE/COUNTY-  NE/DIXON
 NM0620  COUNTRY     -  US
 NM0620  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0620
 NM0620                         *CURRENT SURVEY CONTROL
 NM0620  ______________________________________________________________________
 NM0620* NAD 83(1995) POSITION- 42 16 34.91500(N) 096 54 03.01124(W)   ADJUSTED
 NM0620* NAD 83(1995) ELLIP HT-   399.276 (meters)        (06/27/02)   ADJUSTED
 NM0620* NAVD 88 ORTHO HEIGHT -   424.287 (meters)     1392.01  (feet) ADJUSTED
 NM0620  ______________________________________________________________________
 NM0620  GEOID HEIGHT    -        -24.948 (meters)                     GEOID18
 NM0620  NAD 83(1995) X  -   -567,919.156 (meters)                     COMP
 NM0620  NAD 83(1995) Y  - -4,692,456.639 (meters)                     COMP
 NM0620  NAD 83(1995) Z  -  4,268,635.523 (meters)                     COMP
 NM0620  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 NM0620  DYNAMIC HEIGHT  -        424.148 (meters)     1391.56  (feet) COMP
 NM0620  MODELED GRAVITY -    980,281.8   (mgal)                       NAVD 88
 NM0620
 NM0620  HORZ ORDER      -  FIRST
 NM0620  VERT ORDER      -  FIRST     CLASS II
 NM0620  ELLP ORDER      -  FOURTH    CLASS I
 NM0620
 NM0620.The horizontal coordinates were established by GPS observations
 NM0620.and adjusted by the National Geodetic Survey in August 1997.
 NM0620
 NM0620.The orthometric height was determined by differential leveling and
 NM0620.adjusted by the NATIONAL GEODETIC SURVEY
 NM0620.in June 1991.
 NM0620
 NM0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0620.GEOID18 height accuracy estimate available here.
 NM0620
 NM0620.Click photographs - Photos may exist for this station.
 NM0620
 NM0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0620
 NM0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0620
 NM0620.The ellipsoidal height was determined by GPS observations
 NM0620.and is referenced to NAD 83.
 NM0620
 NM0620.The dynamic height is computed by dividing the NAVD 88
 NM0620.geopotential number by the normal gravity value computed on the
 NM0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0620.degrees latitude (g = 980.6199 gals.).
 NM0620
 NM0620.The modeled gravity was interpolated from observed gravity values.
 NM0620
 NM0620. The following values were computed from the NAD 83(1995) position.
 NM0620
 NM0620;                    North         East     Units Scale Factor Converg.
 NM0620;SPC NE       -   275,827.355   755,535.134   MT  0.99974901   +2 03 13.7
 NM0620;SPC NE       -   904,943.58  2,478,784.85   sFT  0.99974901   +2 03 13.7
 NM0620;UTM  14      - 4,682,595.083   673,097.213   MT  0.99996867   +1 24 44.9
 NM0620
 NM0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0620!SPC NE       -   0.99993738  x   0.99974901  =   0.99968641
 NM0620!UTM  14      -   0.99993738  x   0.99996867  =   0.99990605
 NM0620
 NM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7309782595(NAD 83)
 NM0620
 NM0620                          SUPERSEDED SURVEY CONTROL
 NM0620
 NM0620  ELLIP H (03/16/99)  399.333  (m)                       GP(       ) 4 1
 NM0620  ELLIP H (08/18/97)  399.331  (m)                       GP(       ) 4 1
 NM0620  NAD 83(1986)-  42 16 34.92171(N)    096 54 03.01449(W) AD(       ) 1
 NM0620  NGVD 29 (??/??/92)  424.121  (m)         1391.47   (f) ADJ UNCH    1 2
 NM0620  NGVD 29 (02/23/90)  424.     (m)  RAPSU86  model used  GPS OBS        
 NM0620
 NM0620.Superseded values are not recommended for survey control.
 NM0620
 NM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0620.See file dsdata.pdf to determine how the superseded data were derived.
 NM0620
 NM0620_MARKER: DB = BENCH MARK DISK
 NM0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0620_STAMPING: Y 229 1947
 NM0620_MARK LOGO: CGS
 NM0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0620+STABILITY: SURFACE MOTION
 NM0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0620+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 NM0620
 NM0620  HISTORY     - Date     Condition        Report By
 NM0620  HISTORY     - 1947     MONUMENTED       CGS
 NM0620  HISTORY     - 19890412 SEE DESCRIPTION  NGS
 NM0620  HISTORY     - 20100323 GOOD             INDIV
 NM0620
 NM0620                          STATION DESCRIPTION
 NM0620
 NM0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0620'2 MI W FROM WAKEFIELD.
 NM0620'2.0 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0620'RAILWAY FROM THE STATION AT WAKEFIELD, AT A COUNTY DIRT ROAD
 NM0620'CROSSING, 60.0 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 NM0620'48.0 FEET EAST OF THE CENTER OF THE DIRT ROAD, 42.9 FEET NORTH OF
 NM0620'THE NORTH RAIL OF THE TRACK, 14.0 FEET EAST OF A FENCE CORNER POST,
 NM0620'2.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH RIGHT
 NM0620'OF WAY FENCE, SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE
 NM0620'TRACK AND PROJECTING 0.1 FOOT.
 NM0620
 NM0620                          STATION RECOVERY (1989)
 NM0620
 NM0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0620'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST-NORTHEAST OF WAYNE,
 NM0620'3 KM (1.85 MI) NORTHWEST OF WAKEFIELD, 1.3 KM (0.80 MI) NORTH OF THE
 NM0620'DIXON-WAYNE COUNTY LINE, ALONG A REMOVED RAILROAD BED, AT A GRAVEL
 NM0620'ROAD CROSSING.  OWNERSHIP--DIXON COUNTY.
 NM0620'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 35
 NM0620'LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF WAKEFIELD, GO NORTH ON HIGHWAY
 NM0620'35 FOR 3.17 KM (1.95 MI) TO THE COUNTY LINE AT THE SOUTHEAST CORNER OF
 NM0620'TOWN.  CONTINUE NORTH ON HIGHWAY 35 FOR 1.62 KM (1.00 MI) TO A GRAVEL
 NM0620'CROSSROAD JUST PAST A BRIDGE.  TURN LEFT AND GO WEST ON THE GRAVEL
 NM0620'ROAD FOR 3.21 KM (2.00 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR
 NM0620'0.27 KM (0.15 MI) TO THE STATION ON THE LEFT.
 NM0620'THE STATION MARK IS SET 13.6 M (44.6 FT) EAST OF THE ROAD CENTER, 4.6
 NM0620'M (15.1 FT) EAST-SOUTHEAST OF A RAILROAD TIE FENCE CORNER POST, 0.6 M
 NM0620'(2.0 FT) SOUTH OF A FENCE SEPARATING A CULTIVATED FIELD FROM A
 NM0620'PASTURE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  THE CONCRETE POST
 NM0620'IS BADLY CHIPPED.
 NM0620'DESCRIBED G. R. HEID, TYPED BY E.A.RICE.
 NM0620
 NM0620                          STATION RECOVERY (2010)
 NM0620
 NM0620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 NM0620'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0085 ***********************************************************************
 LJ0085  DESIGNATION -  Y 23
 LJ0085  PID         -  LJ0085
 LJ0085  STATE/COUNTY-  NE/RED WILLOW
 LJ0085  COUNTRY     -  US
 LJ0085  USGS QUAD   -  RED WILLOW DAM (2017)
 LJ0085
 LJ0085                         *CURRENT SURVEY CONTROL
 LJ0085  ______________________________________________________________________
 LJ0085* NAD 83(1986) POSITION- 40 20 44.     (N) 100 38 40.     (W)   SCALED
 LJ0085* NAVD 88 ORTHO HEIGHT -   767.891 (meters)     2519.32  (feet) ADJUSTED
 LJ0085  ______________________________________________________________________
 LJ0085  GEOID HEIGHT    -        -23.668 (meters)                     GEOID18
 LJ0085  DYNAMIC HEIGHT  -        767.385 (meters)     2517.66  (feet) COMP
 LJ0085  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 LJ0085
 LJ0085  VERT ORDER      -  SECOND    CLASS 0
 LJ0085
 LJ0085.The horizontal coordinates were scaled from a map and have
 LJ0085.an estimated accuracy of +/- 6 seconds.
 LJ0085
 LJ0085.The orthometric height was determined by differential leveling and
 LJ0085.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0085.in June 1991.
 LJ0085
 LJ0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0085.GEOID18 height accuracy estimate available here.
 LJ0085
 LJ0085.Click photographs - Photos may exist for this station.
 LJ0085
 LJ0085.The dynamic height is computed by dividing the NAVD 88
 LJ0085.geopotential number by the normal gravity value computed on the
 LJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0085.degrees latitude (g = 980.6199 gals.).
 LJ0085
 LJ0085.The modeled gravity was interpolated from observed gravity values.
 LJ0085
 LJ0085;                    North         East    Units  Estimated Accuracy
 LJ0085;SPC NE       -    57,080.      445,260.      MT  (+/- 180 meters Scaled)
 LJ0085
 LJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK603674(NAD 83)
 LJ0085
 LJ0085                          SUPERSEDED SURVEY CONTROL
 LJ0085
 LJ0085  NGVD 29 (??/??/92)  767.557  (m)         2518.23   (f) ADJ UNCH    2 0
 LJ0085
 LJ0085.Superseded values are not recommended for survey control.
 LJ0085
 LJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0085.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0085
 LJ0085_MARKER: DB = BENCH MARK DISK
 LJ0085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LJ0085_SP_SET: BRIDGE ABUTMENT
 LJ0085_STAMPING: Y 23 1934
 LJ0085_MARK LOGO: CGS
 LJ0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0085+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0085
 LJ0085  HISTORY     - Date     Condition        Report By
 LJ0085  HISTORY     - 1934     MONUMENTED       CGS
 LJ0085  HISTORY     - 1957     GOOD             CGS
 LJ0085  HISTORY     - 19991103 GOOD             NGS
 LJ0085
 LJ0085                          STATION DESCRIPTION
 LJ0085
 LJ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0085'10 MI N FROM MC COOK.
 LJ0085'10.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 LJ0085'U.S. HIGHWAYS 6, 34, AND 83 AT THE WEST EDGE OF MC COOK, REDWILLOW
 LJ0085'COUNTY, IN THE TOP OF THE SOUTHWEST END OF THE OLD CONCRETE
 LJ0085'BRIGE OVER REDWILLOW CREEK, AND 200 FEET EAST OF THE NEW BRIDGE
 LJ0085'OVER REDWILLOW CREEK FOR U.S. HIGHWAY 83.  A STANDARD DISK,
 LJ0085'STAMPED Y 23 1934.
 LJ0085
 LJ0085                          STATION RECOVERY (1999)
 LJ0085
 LJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0085'16.4 KM (10.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 LJ0085'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, IN TOP OF AND 0.2 M (0.7 FT)
 LJ0085'EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF AN ABANDONED
 LJ0085'BRIDGE, 46.9 M (153.9 FT) EAST OF THE HIGHWAY CENTERLINE, 19.5 M (64.0
 LJ0085'FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER, 2.5 M (8.2 FT) ABOVE
 LJ0085'THE GROUND SURFACE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LJ0085'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BILL CUTTER, 403 NORTH
 LJ0085'CHEROKEE STREET, MCCOOK, NE 89001.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0356 ***********************************************************************
 MK0356  DESIGNATION -  Y 230
 MK0356  PID         -  MK0356
 MK0356  STATE/COUNTY-  NE/BURT
 MK0356  COUNTRY     -  US
 MK0356  USGS QUAD   -  CRAIG (2017)
 MK0356
 MK0356                         *CURRENT SURVEY CONTROL
 MK0356  ______________________________________________________________________
 MK0356* NAD 83(1986) POSITION- 41 45 22.     (N) 096 22 00.     (W)   SCALED
 MK0356* NAVD 88 ORTHO HEIGHT -   413.905 (meters)     1357.95  (feet) ADJUSTED
 MK0356  ______________________________________________________________________
 MK0356  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 MK0356  DYNAMIC HEIGHT  -        413.748 (meters)     1357.44  (feet) COMP
 MK0356  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 MK0356
 MK0356  VERT ORDER      -  SECOND    CLASS 0
 MK0356
 MK0356.The horizontal coordinates were scaled from a map and have
 MK0356.an estimated accuracy of +/- 6 seconds.
 MK0356
 MK0356.The orthometric height was determined by differential leveling and
 MK0356.adjusted by the NATIONAL GEODETIC SURVEY
 MK0356.in June 1991.
 MK0356
 MK0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0356.GEOID18 height accuracy estimate available here.
 MK0356
 MK0356.Click photographs - Photos may exist for this station.
 MK0356
 MK0356.The dynamic height is computed by dividing the NAVD 88
 MK0356.geopotential number by the normal gravity value computed on the
 MK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0356.degrees latitude (g = 980.6199 gals.).
 MK0356
 MK0356.The modeled gravity was interpolated from observed gravity values.
 MK0356
 MK0356;                    North         East    Units  Estimated Accuracy
 MK0356;SPC NE       -   219,820.      801,980.      MT  (+/- 180 meters Scaled)
 MK0356
 MK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM189260(NAD 83)
 MK0356
 MK0356                          SUPERSEDED SURVEY CONTROL
 MK0356
 MK0356  NGVD 29 (??/??/92)  413.767  (m)         1357.50   (f) ADJ UNCH    2 0
 MK0356
 MK0356.Superseded values are not recommended for survey control.
 MK0356
 MK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0356.See file dsdata.pdf to determine how the superseded data were derived.
 MK0356
 MK0356_MARKER: DB = BENCH MARK DISK
 MK0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0356_STAMPING: Y 230 1947
 MK0356_MARK LOGO: CGS
 MK0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0356+STABILITY: SURFACE MOTION
 MK0356
 MK0356  HISTORY     - Date     Condition        Report By
 MK0356  HISTORY     - 1947     MONUMENTED       CGS
 MK0356  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0356
 MK0356                          STATION DESCRIPTION
 MK0356
 MK0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0356'2.2 MI S FROM CRAIG.
 MK0356'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0356'HIGH SCHOOL AT CRAIG, IN THE SOUTHWEST ANGLE OF A CROSS ROAD,
 MK0356'46.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 31.0 FEET
 MK0356'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 13.5 FEET WEST OF A
 MK0356'FENCE CORNER POST, 2.0 FEET WEST OF A REFERENCE POST, 1.8 FOOT
 MK0356'NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0356'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 MK0356'NOTE-- AREA IS NOW A CORNFIELD.
 MK0356
 MK0356                          STATION RECOVERY (1965)
 MK0356
 MK0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0333 ***********************************************************************
 MK0333  DESIGNATION -  Y 231
 MK0333  PID         -  MK0333
 MK0333  STATE/COUNTY-  NE/BURT
 MK0333  COUNTRY     -  US
 MK0333  USGS QUAD   -  CRAIG (2017)
 MK0333
 MK0333                         *CURRENT SURVEY CONTROL
 MK0333  ______________________________________________________________________
 MK0333* NAD 83(1986) POSITION- 41 49 43.     (N) 096 22 00.     (W)   SCALED
 MK0333* NAVD 88 ORTHO HEIGHT -   407.684 (meters)     1337.54  (feet) ADJUSTED
 MK0333  ______________________________________________________________________
 MK0333  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 MK0333  DYNAMIC HEIGHT  -        407.533 (meters)     1337.05  (feet) COMP
 MK0333  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 MK0333
 MK0333  VERT ORDER      -  SECOND    CLASS 0
 MK0333
 MK0333.The horizontal coordinates were scaled from a map and have
 MK0333.an estimated accuracy of +/- 6 seconds.
 MK0333
 MK0333.The orthometric height was determined by differential leveling and
 MK0333.adjusted by the NATIONAL GEODETIC SURVEY
 MK0333.in June 1991.
 MK0333
 MK0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0333.GEOID18 height accuracy estimate available here.
 MK0333
 MK0333.Click photographs - Photos may exist for this station.
 MK0333
 MK0333.The dynamic height is computed by dividing the NAVD 88
 MK0333.geopotential number by the normal gravity value computed on the
 MK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0333.degrees latitude (g = 980.6199 gals.).
 MK0333
 MK0333.The modeled gravity was interpolated from observed gravity values.
 MK0333
 MK0333;                    North         East    Units  Estimated Accuracy
 MK0333;SPC NE       -   227,870.      801,640.      MT  (+/- 180 meters Scaled)
 MK0333
 MK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM186341(NAD 83)
 MK0333
 MK0333                          SUPERSEDED SURVEY CONTROL
 MK0333
 MK0333  NGVD 29 (??/??/92)  407.545  (m)         1337.09   (f) ADJ UNCH    2 0
 MK0333
 MK0333.Superseded values are not recommended for survey control.
 MK0333
 MK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0333.See file dsdata.pdf to determine how the superseded data were derived.
 MK0333
 MK0333_MARKER: DB = BENCH MARK DISK
 MK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0333_STAMPING: Y 231 1947
 MK0333_MARK LOGO: CGS
 MK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0333+STABILITY: SURFACE MOTION
 MK0333
 MK0333  HISTORY     - Date     Condition        Report By
 MK0333  HISTORY     - 1947     MONUMENTED       CGS
 MK0333  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0333
 MK0333                          STATION DESCRIPTION
 MK0333
 MK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0333'5.5 MI E FROM OAKLAND.
 MK0333'0.6 MILE SOUTH AND 4.9 MILES EAST ALONG U.S. HIGHWAY NO. 73W
 MK0333'FROM THE HIGH SCHOOL AT OAKLAND, AT A POINT WHERE THE HIGHWAY
 MK0333'TURNS SOUTH AND AT THE JUNCTION OF A DIRT ROAD LEADING EAST
 MK0333'AND ANOTHER DIRT ROAD LEADING NORTH, 66.0 FEET NORTHEAST OF
 MK0333'THE CENTER OF THE HIGHWAY, 56.0 FEET SOUTH OF THE CENTER OF THE
 MK0333'DIRT ROAD LEADING EAST, 36.0 FEET EAST OF THE CENTER OF THE
 MK0333'DIRT ROAD LEADING NORTH, 15.5 FEET NORTHEAST OF A POWER LINE
 MK0333'POLE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0333'POST ABOUT 5 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 MK0333'THIS BENCH MARK IS ALSO 0.15 MILE WEST AND 3.15 MILES NORTH
 MK0333'ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL AT CRAIG.
 MK0333
 MK0333                          STATION RECOVERY (1965)
 MK0333
 MK0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0616 ***********************************************************************
 MK0616  DESIGNATION -  Y 232
 MK0616  PID         -  MK0616
 MK0616  STATE/COUNTY-  NE/DOUGLAS
 MK0616  COUNTRY     -  US
 MK0616  USGS QUAD   -  VALLEY (2017)
 MK0616
 MK0616                         *CURRENT SURVEY CONTROL
 MK0616  ______________________________________________________________________
 MK0616* NAD 83(1986) POSITION- 41 20 13.     (N) 096 16 29.     (W)   SCALED
 MK0616* NAVD 88 ORTHO HEIGHT -   360.564 (meters)     1182.95  (feet) ADJUSTED
 MK0616  ______________________________________________________________________
 MK0616  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 MK0616  DYNAMIC HEIGHT  -        360.394 (meters)     1182.39  (feet) COMP
 MK0616  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 MK0616
 MK0616  VERT ORDER      -  SECOND    CLASS 0
 MK0616
 MK0616.The horizontal coordinates were scaled from a map and have
 MK0616.an estimated accuracy of +/- 6 seconds.
 MK0616
 MK0616.The orthometric height was determined by differential leveling and
 MK0616.adjusted by the NATIONAL GEODETIC SURVEY
 MK0616.in June 1991.
 MK0616
 MK0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0616.GEOID18 height accuracy estimate available here.
 MK0616
 MK0616.Click photographs - Photos may exist for this station.
 MK0616
 MK0616.The dynamic height is computed by dividing the NAVD 88
 MK0616.geopotential number by the normal gravity value computed on the
 MK0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0616.degrees latitude (g = 980.6199 gals.).
 MK0616
 MK0616.The modeled gravity was interpolated from observed gravity values.
 MK0616
 MK0616;                    North         East    Units  Estimated Accuracy
 MK0616;SPC NE       -   173,650.      811,620.      MT  (+/- 180 meters Scaled)
 MK0616
 MK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL280797(NAD 83)
 MK0616
 MK0616                          SUPERSEDED SURVEY CONTROL
 MK0616
 MK0616  NGVD 29 (??/??/92)  360.422  (m)         1182.48   (f) ADJ UNCH    2 0
 MK0616
 MK0616.Superseded values are not recommended for survey control.
 MK0616
 MK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0616.See file dsdata.pdf to determine how the superseded data were derived.
 MK0616
 MK0616_MARKER: DB = BENCH MARK DISK
 MK0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0616_SP_SET: BRIDGE ABUTMENT
 MK0616_STAMPING: Y 232 1947
 MK0616_MARK LOGO: CGS
 MK0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0616
 MK0616  HISTORY     - Date     Condition        Report By
 MK0616  HISTORY     - 1947     MONUMENTED       CGS
 MK0616  HISTORY     - 1970     MARK NOT FOUND   NGS
 MK0616
 MK0616                          STATION DESCRIPTION
 MK0616
 MK0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0616'2.4 MI S FROM ELK CITY.
 MK0616'0.4 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY 8 FROM THE CITY
 MK0616'HALL AT ELK CITY, THENCE 2.0 MILES SOUTH ALONG A GRAVELED
 MK0616'ROAD, 14 FEET NORTHWEST OF AND 1 FOOT LOWER THAN THE CENTER
 MK0616'LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE NORTHWEST
 MK0616'ABUTMENT OF BRIDGE NUMBER 370.
 MK0616
 MK0616                          STATION RECOVERY (1970)
 MK0616
 MK0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MK0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0552 ***********************************************************************
 MK0552  DESIGNATION -  Y 233
 MK0552  PID         -  MK0552
 MK0552  STATE/COUNTY-  NE/DOUGLAS
 MK0552  COUNTRY     -  US
 MK0552  USGS QUAD   -  RALSTON (2017)
 MK0552
 MK0552                         *CURRENT SURVEY CONTROL
 MK0552  ______________________________________________________________________
 MK0552* NAD 83(1986) POSITION- 41 11 57.     (N) 096 06 43.     (W)   SCALED
 MK0552* NAVD 88 ORTHO HEIGHT -   320.374 (meters)     1051.09  (feet) ADJUSTED
 MK0552  ______________________________________________________________________
 MK0552  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 MK0552  DYNAMIC HEIGHT  -        320.239 (meters)     1050.65  (feet) COMP
 MK0552  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 MK0552
 MK0552  VERT ORDER      -  SECOND    CLASS 0
 MK0552
 MK0552.The horizontal coordinates were scaled from a map and have
 MK0552.an estimated accuracy of +/- 6 seconds.
 MK0552
 MK0552.The orthometric height was determined by differential leveling and
 MK0552.adjusted by the NATIONAL GEODETIC SURVEY
 MK0552.in June 1991.
 MK0552
 MK0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0552.GEOID18 height accuracy estimate available here.
 MK0552
 MK0552.Click photographs - Photos may exist for this station.
 MK0552
 MK0552.The dynamic height is computed by dividing the NAVD 88
 MK0552.geopotential number by the normal gravity value computed on the
 MK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0552.degrees latitude (g = 980.6199 gals.).
 MK0552
 MK0552.The modeled gravity was interpolated from observed gravity values.
 MK0552
 MK0552;                    North         East    Units  Estimated Accuracy
 MK0552;SPC NE       -   158,970.      825,920.      MT  (+/- 180 meters Scaled)
 MK0552
 MK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL421648(NAD 83)
 MK0552
 MK0552                          SUPERSEDED SURVEY CONTROL
 MK0552
 MK0552  NGVD 29 (??/??/92)  320.256  (m)         1050.71   (f) ADJ UNCH    2 0
 MK0552
 MK0552.Superseded values are not recommended for survey control.
 MK0552
 MK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0552.See file dsdata.pdf to determine how the superseded data were derived.
 MK0552
 MK0552_MARKER: DB = BENCH MARK DISK
 MK0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0552_STAMPING: Y 233 1947
 MK0552_MARK LOGO: CGS
 MK0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0552+STABILITY: SURFACE MOTION
 MK0552
 MK0552  HISTORY     - Date     Condition        Report By
 MK0552  HISTORY     - 1947     MONUMENTED       CGS
 MK0552  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0552
 MK0552                          STATION DESCRIPTION
 MK0552
 MK0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0552'0.9 MI SE FROM MILLARD.
 MK0552'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MK0552'STATION AT MILLARD, 2 POLES NORTHWEST OF RAILWAY SIGNAL A 215,
 MK0552'44 FEET NORTHEAST OF AND 3 FEET HIGHER THAN THE CENTER LINE
 MK0552'OF THE TRACK, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 6 FEET
 MK0552'SOUTHWEST OF A FENCE, 2 FEET NORTHEAST OF A 4X4 MARKER POST, SET
 MK0552'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 MK0552'GROUND.
 MK0552
 MK0552                          STATION RECOVERY (1976)
 MK0552
 MK0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0756 ***********************************************************************
 MJ0756  DESIGNATION -  Y 234
 MJ0756  PID         -  MJ0756
 MJ0756  STATE/COUNTY-  NE/WASHINGTON
 MJ0756  COUNTRY     -  US
 MJ0756  USGS QUAD   -  LOVELAND (2018)
 MJ0756
 MJ0756                         *CURRENT SURVEY CONTROL
 MJ0756  ______________________________________________________________________
 MJ0756* NAD 83(1986) POSITION- 41 24 45.     (N) 095 57 02.     (W)   SCALED
 MJ0756* NAVD 88 ORTHO HEIGHT -   302.630 (meters)      992.88  (feet) ADJUSTED
 MJ0756  ______________________________________________________________________
 MJ0756  GEOID HEIGHT    -        -28.348 (meters)                     GEOID18
 MJ0756  DYNAMIC HEIGHT  -        302.491 (meters)      992.42  (feet) COMP
 MJ0756  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 MJ0756
 MJ0756  VERT ORDER      -  SECOND    CLASS 0
 MJ0756
 MJ0756.The horizontal coordinates were scaled from a map and have
 MJ0756.an estimated accuracy of +/- 6 seconds.
 MJ0756
 MJ0756.The orthometric height was determined by differential leveling and
 MJ0756.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0756.in June 1991.
 MJ0756
 MJ0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0756.GEOID18 height accuracy estimate available here.
 MJ0756
 MJ0756.Click photographs - Photos may exist for this station.
 MJ0756
 MJ0756.The dynamic height is computed by dividing the NAVD 88
 MJ0756.geopotential number by the normal gravity value computed on the
 MJ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0756.degrees latitude (g = 980.6199 gals.).
 MJ0756
 MJ0756.The modeled gravity was interpolated from observed gravity values.
 MJ0756
 MJ0756;                    North         East    Units  Estimated Accuracy
 MJ0756;SPC NE       -   183,250.      838,330.      MT  (+/- 180 meters Scaled)
 MJ0756
 MJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF533887(NAD 83)
 MJ0756
 MJ0756                          SUPERSEDED SURVEY CONTROL
 MJ0756
 MJ0756  NGVD 29 (??/??/92)  302.492  (m)          992.43   (f) ADJ UNCH    2 0
 MJ0756
 MJ0756.Superseded values are not recommended for survey control.
 MJ0756
 MJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0756.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0756
 MJ0756_MARKER: DB = BENCH MARK DISK
 MJ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0756_STAMPING: Y 234 1947
 MJ0756_MARK LOGO: CGS
 MJ0756_PROJECTION: FLUSH
 MJ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0756+STABILITY: SURFACE MOTION
 MJ0756
 MJ0756  HISTORY     - Date     Condition        Report By
 MJ0756  HISTORY     - 1947     MONUMENTED       CGS
 MJ0756  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0756
 MJ0756                          STATION DESCRIPTION
 MJ0756
 MJ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0756'6.9 MI SE FROM FORT CALHOUN.
 MJ0756'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0756'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT ROAD,
 MJ0756'THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES
 MJ0756'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 OF A MILE EAST ALONG A
 MJ0756'GRADED DIRT ROAD, THENCE 1.5 MILES SOUTHEAST ALONG A GRADED DIRT
 MJ0756'ROAD TO THE SITE OF THE MARK.  THE MARK IS 72 FEET NORTHEAST OF
 MJ0756'THE NORTH CORNER OF A FARMHOUSE, 29 FEET SOUTHWEST OF AND LEVEL
 MJ0756'WITH THE CENTER LINE OF THE ROAD, 26 FEET NORTHWEST OF A 40-INCH
 MJ0756'ELM TREE, 3 FEET WEST OF A 4 X 4 MARKER POST, AND 1 FOOT SOUTHWEST
 MJ0756'OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MJ0756'FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0756
 MJ0756                          STATION RECOVERY (1955)
 MJ0756
 MJ0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0756'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0637 ***********************************************************************
 NM0637  DESIGNATION -  Y 235
 NM0637  PID         -  NM0637
 NM0637  STATE/COUNTY-  NE/DAKOTA
 NM0637  COUNTRY     -  US
 NM0637  USGS QUAD   -  EMERSON (2017)
 NM0637
 NM0637                         *CURRENT SURVEY CONTROL
 NM0637  ______________________________________________________________________
 NM0637* NAD 83(1986) POSITION- 42 16 40.     (N) 096 42 20.     (W)   SCALED
 NM0637* NAVD 88 ORTHO HEIGHT -   446.212 (meters)     1463.95  (feet) ADJUSTED
 NM0637  ______________________________________________________________________
 NM0637  GEOID HEIGHT    -        -25.316 (meters)                     GEOID18
 NM0637  DYNAMIC HEIGHT  -        446.061 (meters)     1463.45  (feet) COMP
 NM0637  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 NM0637
 NM0637  VERT ORDER      -  FIRST     CLASS II
 NM0637
 NM0637.The horizontal coordinates were scaled from a map and have
 NM0637.an estimated accuracy of +/- 6 seconds.
 NM0637
 NM0637.The orthometric height was determined by differential leveling and
 NM0637.adjusted by the NATIONAL GEODETIC SURVEY
 NM0637.in June 1991.
 NM0637
 NM0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0637.GEOID18 height accuracy estimate available here.
 NM0637
 NM0637.Click photographs - Photos may exist for this station.
 NM0637
 NM0637.The dynamic height is computed by dividing the NAVD 88
 NM0637.geopotential number by the normal gravity value computed on the
 NM0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0637.degrees latitude (g = 980.6199 gals.).
 NM0637
 NM0637.The modeled gravity was interpolated from observed gravity values.
 NM0637
 NM0637;                    North         East    Units  Estimated Accuracy
 NM0637;SPC NE       -   276,580.      771,620.      MT  (+/- 180 meters Scaled)
 NM0637
 NM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM891831(NAD 83)
 NM0637
 NM0637                          SUPERSEDED SURVEY CONTROL
 NM0637
 NM0637  NGVD 29 (??/??/92)  446.040  (m)         1463.38   (f) ADJ UNCH    1 2
 NM0637
 NM0637.Superseded values are not recommended for survey control.
 NM0637
 NM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0637.See file dsdata.pdf to determine how the superseded data were derived.
 NM0637
 NM0637_MARKER: DB = BENCH MARK DISK
 NM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0637_STAMPING: Y 235 1947
 NM0637_MARK LOGO: CGS
 NM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0637+STABILITY: SURFACE MOTION
 NM0637
 NM0637  HISTORY     - Date     Condition        Report By
 NM0637  HISTORY     - 1947     MONUMENTED       CGS
 NM0637
 NM0637                          STATION DESCRIPTION
 NM0637
 NM0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0637'1.3 MI NE FROM EMERSON.
 NM0637'ABOUT 1.3 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0637'AND OMAHA RAILROAD FROM THE STATION AT EMERSON, AT A ROAD
 NM0637'CROSSING ABOUT 2 POLES SOUTHWEST OF MILE POST 27-30, 47.6 FEET
 NM0637'NORTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 NM0637'41.2 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 NM0637'OF THE TRACK, 27.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 NM0637'CROSSING THE TRACK, 36.5 FEET SOUTH OF THE SOUTHWEST END OF A
 NM0637'CONCRETE TUBE CULVERT, 22.3 FEET NORTHEAST OF A TELEPHONE POLE,
 NM0637'1.0 FOOT NORTHWEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0637'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0705 ***********************************************************************
 NM0705  DESIGNATION -  Y 236
 NM0705  PID         -  NM0705
 NM0705  STATE/COUNTY-  NE/DAKOTA
 NM0705  COUNTRY     -  US
 NM0705  USGS QUAD   -  EMERSON SE (2017)
 NM0705
 NM0705                         *CURRENT SURVEY CONTROL
 NM0705  ______________________________________________________________________
 NM0705* NAD 83(1986) POSITION- 42 18 51.     (N) 096 30 05.     (W)   SCALED
 NM0705* NAVD 88 ORTHO HEIGHT -   344.380 (meters)     1129.85  (feet) ADJUSTED
 NM0705  ______________________________________________________________________
 NM0705  GEOID HEIGHT    -        -25.825 (meters)                     GEOID18
 NM0705  DYNAMIC HEIGHT  -        344.268 (meters)     1129.49  (feet) COMP
 NM0705  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 NM0705
 NM0705  VERT ORDER      -  SECOND    CLASS 0
 NM0705
 NM0705.The horizontal coordinates were scaled from a map and have
 NM0705.an estimated accuracy of +/- 6 seconds.
 NM0705
 NM0705.The orthometric height was determined by differential leveling and
 NM0705.adjusted by the NATIONAL GEODETIC SURVEY
 NM0705.in June 1991.
 NM0705
 NM0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0705.GEOID18 height accuracy estimate available here.
 NM0705
 NM0705.Click photographs - Photos may exist for this station.
 NM0705
 NM0705.The dynamic height is computed by dividing the NAVD 88
 NM0705.geopotential number by the normal gravity value computed on the
 NM0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0705.degrees latitude (g = 980.6199 gals.).
 NM0705
 NM0705.The modeled gravity was interpolated from observed gravity values.
 NM0705
 NM0705;                    North         East    Units  Estimated Accuracy
 NM0705;SPC NE       -   281,280.      788,280.      MT  (+/- 180 meters Scaled)
 NM0705
 NM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM059876(NAD 83)
 NM0705
 NM0705                          SUPERSEDED SURVEY CONTROL
 NM0705
 NM0705  NGVD 29 (??/??/92)  344.222  (m)         1129.34   (f) ADJ UNCH    2 0
 NM0705
 NM0705.Superseded values are not recommended for survey control.
 NM0705
 NM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0705.See file dsdata.pdf to determine how the superseded data were derived.
 NM0705
 NM0705_MARKER: DB = BENCH MARK DISK
 NM0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0705_STAMPING: Y 236 1947
 NM0705_MARK LOGO: CGS
 NM0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0705+STABILITY: SURFACE MOTION
 NM0705
 NM0705  HISTORY     - Date     Condition        Report By
 NM0705  HISTORY     - 1947     MONUMENTED       CGS
 NM0705  HISTORY     - 1966     GOOD             CGS
 NM0705
 NM0705                          STATION DESCRIPTION
 NM0705
 NM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0705'1 MI W FROM HOMER.
 NM0705'TO REACH FROM THE POST OFFICE AT HOMER GO WEST 0.1 MILE ALONG
 NM0705'MAIN STREET, SOUTH 0.5 MILE ALONG GRAVEL ROAD, WEST 0.4 MILE
 NM0705'ALONG A GRAVEL ROAD TO SOME GOVERNMENT STORAGE BINS ON THE SOUTH
 NM0705'SIDE OF ROAD, GO ALONG FIELD ROAD AT SOUTH SIDE OF ENCLOSURE OF
 NM0705'GRAIN BINS FOR ABOUT 0.2 MILE TO SIDE OF MARK.  MARK IS IN A
 NM0705'CULTIVATED FIELD IN LINE WITH A ROW OF EAST-WEST POWER LINE
 NM0705'POLES, 71 FEET EAST OF THE WEST CORNER POLE, 72.6 FEET SOUTHEAST
 NM0705'OF SW CORNER OF RECTANGULAR STORAGE BIN AND 78.6 FT. SW OF THE
 NM0705'SE CORNER OF THE STORAGE BIN.
 NM0705
 NM0705                          STATION RECOVERY (1966)
 NM0705
 NM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0683 ***********************************************************************
 NM0683  DESIGNATION -  Y 238
 NM0683  PID         -  NM0683
 NM0683  STATE/COUNTY-  NE/THURSTON
 NM0683  COUNTRY     -  US
 NM0683  USGS QUAD   -  PENDER NE (2017)
 NM0683
 NM0683                         *CURRENT SURVEY CONTROL
 NM0683  ______________________________________________________________________
 NM0683* NAD 83(1986) POSITION- 42 13 29.     (N) 096 32 57.     (W)   SCALED
 NM0683* NAVD 88 ORTHO HEIGHT -   400.102 (meters)     1312.67  (feet) ADJUSTED
 NM0683  ______________________________________________________________________
 NM0683  GEOID HEIGHT    -        -25.694 (meters)                     GEOID18
 NM0683  DYNAMIC HEIGHT  -        399.964 (meters)     1312.22  (feet) COMP
 NM0683  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 NM0683
 NM0683  VERT ORDER      -  SECOND    CLASS 0
 NM0683
 NM0683.The horizontal coordinates were scaled from a map and have
 NM0683.an estimated accuracy of +/- 6 seconds.
 NM0683
 NM0683.The orthometric height was determined by differential leveling and
 NM0683.adjusted by the NATIONAL GEODETIC SURVEY
 NM0683.in June 1991.
 NM0683
 NM0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0683.GEOID18 height accuracy estimate available here.
 NM0683
 NM0683.Click photographs - Photos may exist for this station.
 NM0683
 NM0683.The dynamic height is computed by dividing the NAVD 88
 NM0683.geopotential number by the normal gravity value computed on the
 NM0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0683.degrees latitude (g = 980.6199 gals.).
 NM0683
 NM0683.The modeled gravity was interpolated from observed gravity values.
 NM0683
 NM0683;                    North         East    Units  Estimated Accuracy
 NM0683;SPC NE       -   271,200.      784,750.      MT  (+/- 180 meters Scaled)
 NM0683
 NM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM022776(NAD 83)
 NM0683
 NM0683                          SUPERSEDED SURVEY CONTROL
 NM0683
 NM0683  NGVD 29 (??/??/92)  399.941  (m)         1312.14   (f) ADJ UNCH    2 0
 NM0683
 NM0683.Superseded values are not recommended for survey control.
 NM0683
 NM0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0683.See file dsdata.pdf to determine how the superseded data were derived.
 NM0683
 NM0683_MARKER: DB = BENCH MARK DISK
 NM0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0683_STAMPING: Y 238 1947
 NM0683_MARK LOGO: CGS
 NM0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0683+STABILITY: SURFACE MOTION
 NM0683
 NM0683  HISTORY     - Date     Condition        Report By
 NM0683  HISTORY     - 1947     MONUMENTED       CGS
 NM0683  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0683
 NM0683                          STATION DESCRIPTION
 NM0683
 NM0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0683'8.9 MI NW FROM WALTHILL.
 NM0683'0.3 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0683'WALTHILL TO A STREET INTERSECTION, THENCE 0.3 MILE NORTH TO
 NM0683'A DIRT T-ROAD, THENCE 2.0 MILES WEST TO A SHARP TURN, THENCE
 NM0683'0.6 MILE NORTH TO A SHARP TURN, THENCE WEST 1.0 MILE TO A DIRT
 NM0683'CROSSROAD, THENCE 4.2 MILES NORTH TO A DIRT T-ROAD, THENCE
 NM0683'0.5 MILE WEST AND NORTHEAST ALONG THE MAIN TRAVELED ROAD, 375.0
 NM0683'FEET SOUTH OF A PAIR OF 36-INCH COTTONWOOD TREES, 20.4 FEET
 NM0683'SOUTH OF THE CENTER LINE OF THE ROAD, ACROSS THE ROAD FROM AN
 NM0683'ENTRANCE TO A FIELD, 2.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT
 NM0683'WEST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 NM0683'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0683
 NM0683                          STATION RECOVERY (1965)
 NM0683
 NM0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0438 ***********************************************************************
 NM0438  DESIGNATION -  Y 239
 NM0438  PID         -  NM0438
 NM0438  STATE/COUNTY-  NE/THURSTON
 NM0438  COUNTRY     -  US
 NM0438  USGS QUAD   -  WALTHILL (2017)
 NM0438
 NM0438                         *CURRENT SURVEY CONTROL
 NM0438  ______________________________________________________________________
 NM0438* NAD 83(1986) POSITION- 42 12 31.     (N) 096 23 59.     (W)   SCALED
 NM0438* NAVD 88 ORTHO HEIGHT -   397.660 (meters)     1304.66  (feet) ADJUSTED
 NM0438  ______________________________________________________________________
 NM0438  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 NM0438  DYNAMIC HEIGHT  -        397.527 (meters)     1304.22  (feet) COMP
 NM0438  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 NM0438
 NM0438  VERT ORDER      -  SECOND    CLASS 0
 NM0438
 NM0438.The horizontal coordinates were scaled from a map and have
 NM0438.an estimated accuracy of +/- 6 seconds.
 NM0438
 NM0438.The orthometric height was determined by differential leveling and
 NM0438.adjusted by the NATIONAL GEODETIC SURVEY
 NM0438.in June 1991.
 NM0438
 NM0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0438.GEOID18 height accuracy estimate available here.
 NM0438
 NM0438.Click photographs - Photos may exist for this station.
 NM0438
 NM0438.The dynamic height is computed by dividing the NAVD 88
 NM0438.geopotential number by the normal gravity value computed on the
 NM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0438.degrees latitude (g = 980.6199 gals.).
 NM0438
 NM0438.The modeled gravity was interpolated from observed gravity values.
 NM0438
 NM0438;                    North         East    Units  Estimated Accuracy
 NM0438;SPC NE       -   269,910.      797,140.      MT  (+/- 180 meters Scaled)
 NM0438
 NM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM146762(NAD 83)
 NM0438
 NM0438                          SUPERSEDED SURVEY CONTROL
 NM0438
 NM0438  NGVD 29 (??/??/92)  397.507  (m)         1304.15   (f) ADJ UNCH    2 0
 NM0438
 NM0438.Superseded values are not recommended for survey control.
 NM0438
 NM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0438.See file dsdata.pdf to determine how the superseded data were derived.
 NM0438
 NM0438_MARKER: DB = BENCH MARK DISK
 NM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0438_STAMPING: Y 239 1947
 NM0438_MARK LOGO: CGS
 NM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0438+STABILITY: SURFACE MOTION
 NM0438
 NM0438  HISTORY     - Date     Condition        Report By
 NM0438  HISTORY     - 1947     MONUMENTED       CGS
 NM0438  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0438
 NM0438                          STATION DESCRIPTION
 NM0438
 NM0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0438'5.7 MI SE FROM WINNEBAGO.
 NM0438'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0438'THENCE SOUTH 1.0 MILE ALONG A DIRT ROAD, THENCE EAST 0.3 MILE,
 NM0438'THENCE SOUTH 0.7 MILE, THENCE EAST 1.1 MILES, 0.1 MILE NORTHEAST
 NM0438'OF A FARM HOUSE, AT THE FOOT OF A SMALL HILL, 79.4 FEET SOUTHWEST
 NM0438'OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER NORTH BLACKBIRD
 NM0438'CREEK, 32.6 SOUTH OF THE CENTER OF THE ROAD, 22.1 FEET WEST OF
 NM0438'THE CENTER OF A FARM DRIVEWAY, 13.2 FEET WEST OF A GATE POST,
 NM0438'2.0 FEET NORTH OF A BARBED WIRE FENCE, 2.0 FEET EAST OF A
 NM0438'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0438'PROJECTING 0.1 FOOT ABOVE GROUND.
 NM0438
 NM0438                          STATION RECOVERY (1965)
 NM0438
 NM0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0743 ***********************************************************************
 NM0743  DESIGNATION -  Y 240
 NM0743  PID         -  NM0743
 NM0743  STATE/COUNTY-  NE/THURSTON
 NM0743  COUNTRY     -  US
 NM0743  USGS QUAD   -  BANCROFT (2017)
 NM0743
 NM0743                         *CURRENT SURVEY CONTROL
 NM0743  ______________________________________________________________________
 NM0743* NAD 83(1986) POSITION- 42 02 47.     (N) 096 31 44.     (W)   SCALED
 NM0743* NAVD 88 ORTHO HEIGHT -   421.108 (meters)     1381.59  (feet) ADJUSTED
 NM0743  ______________________________________________________________________
 NM0743  GEOID HEIGHT    -        -25.733 (meters)                     GEOID18
 NM0743  DYNAMIC HEIGHT  -        420.956 (meters)     1381.09  (feet) COMP
 NM0743  MODELED GRAVITY -    980,247.8   (mgal)                       NAVD 88
 NM0743
 NM0743  VERT ORDER      -  SECOND    CLASS 0
 NM0743
 NM0743.The horizontal coordinates were scaled from a map and have
 NM0743.an estimated accuracy of +/- 6 seconds.
 NM0743
 NM0743.The orthometric height was determined by differential leveling and
 NM0743.adjusted by the NATIONAL GEODETIC SURVEY
 NM0743.in June 1991.
 NM0743
 NM0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0743.GEOID18 height accuracy estimate available here.
 NM0743
 NM0743.Click photographs - Photos may exist for this station.
 NM0743
 NM0743.The dynamic height is computed by dividing the NAVD 88
 NM0743.geopotential number by the normal gravity value computed on the
 NM0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0743.degrees latitude (g = 980.6199 gals.).
 NM0743
 NM0743.The modeled gravity was interpolated from observed gravity values.
 NM0743
 NM0743;                    North         East    Units  Estimated Accuracy
 NM0743;SPC NE       -   251,480.      787,210.      MT  (+/- 180 meters Scaled)
 NM0743
 NM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM045578(NAD 83)
 NM0743
 NM0743                          SUPERSEDED SURVEY CONTROL
 NM0743
 NM0743  NGVD 29 (??/??/92)  420.952  (m)         1381.07   (f) ADJ UNCH    2 0
 NM0743
 NM0743.Superseded values are not recommended for survey control.
 NM0743
 NM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0743.See file dsdata.pdf to determine how the superseded data were derived.
 NM0743
 NM0743_MARKER: DB = BENCH MARK DISK
 NM0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0743_STAMPING: Y 240 1947
 NM0743_MARK LOGO: CGS
 NM0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0743+STABILITY: SURFACE MOTION
 NM0743
 NM0743  HISTORY     - Date     Condition        Report By
 NM0743  HISTORY     - 1947     MONUMENTED       CGS
 NM0743
 NM0743                          STATION DESCRIPTION
 NM0743
 NM0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0743'1.4 MI SW FROM ROSALIE.
 NM0743'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0743'THENCE WEST 0.9 MILE ALONG A DIRT ROAD, NEAR THE TOP OF A LONG
 NM0743'HILL, 34.9 FEET WEST OF A POWER POLE, 28.2 FEET NORTH OF THE
 NM0743'CENTER OF THE ROAD, 19.9 FEET WEST OF THE CENTER OF A FIELD
 NM0743'ENTRANCE, 9.6 FEET WEST OF A GATE POST, 1.0 FOOT SOUTH OF A
 NM0743'BARBED WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST
 NM0743'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0743'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0160 ***********************************************************************
 MK0160  DESIGNATION -  Y 241
 MK0160  PID         -  MK0160
 MK0160  STATE/COUNTY-  NE/BURT
 MK0160  COUNTRY     -  US
 MK0160  USGS QUAD   -  TEKAMAH (2017)
 MK0160
 MK0160                         *CURRENT SURVEY CONTROL
 MK0160  ______________________________________________________________________
 MK0160* NAD 83(1986) POSITION- 41 51 30.     (N) 096 10 04.     (W)   SCALED
 MK0160* NAVD 88 ORTHO HEIGHT -   315.294 (meters)     1034.43  (feet) ADJUSTED
 MK0160  ______________________________________________________________________
 MK0160  GEOID HEIGHT    -        -27.215 (meters)                     GEOID18
 MK0160  DYNAMIC HEIGHT  -        315.175 (meters)     1034.04  (feet) COMP
 MK0160  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 MK0160
 MK0160  VERT ORDER      -  SECOND    CLASS 0
 MK0160
 MK0160.The horizontal coordinates were scaled from a map and have
 MK0160.an estimated accuracy of +/- 6 seconds.
 MK0160
 MK0160.The orthometric height was determined by differential leveling and
 MK0160.adjusted by the NATIONAL GEODETIC SURVEY
 MK0160.in June 1991.
 MK0160
 MK0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0160.GEOID18 height accuracy estimate available here.
 MK0160
 MK0160.Click photographs - Photos may exist for this station.
 MK0160
 MK0160.The dynamic height is computed by dividing the NAVD 88
 MK0160.geopotential number by the normal gravity value computed on the
 MK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0160.degrees latitude (g = 980.6199 gals.).
 MK0160
 MK0160.The modeled gravity was interpolated from observed gravity values.
 MK0160
 MK0160;                    North         East    Units  Estimated Accuracy
 MK0160;SPC NE       -   231,880.      818,000.      MT  (+/- 180 meters Scaled)
 MK0160
 MK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM350379(NAD 83)
 MK0160
 MK0160                          SUPERSEDED SURVEY CONTROL
 MK0160
 MK0160  NGVD 29 (??/??/92)  315.152  (m)         1033.96   (f) ADJ UNCH    2 0
 MK0160
 MK0160.Superseded values are not recommended for survey control.
 MK0160
 MK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0160.See file dsdata.pdf to determine how the superseded data were derived.
 MK0160
 MK0160_MARKER: DB = BENCH MARK DISK
 MK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0160_STAMPING: Y 241 1947
 MK0160_MARK LOGO: CGS
 MK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0160+STABILITY: SURFACE MOTION
 MK0160
 MK0160  HISTORY     - Date     Condition        Report By
 MK0160  HISTORY     - 1947     MONUMENTED       CGS
 MK0160  HISTORY     - 1974     GOOD             LOCSUR
 MK0160
 MK0160                          STATION DESCRIPTION
 MK0160
 MK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0160'9.6 MI NE FROM TEKAMAH.
 MK0160'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0160'TEKAMAH, THENCE 3.6 MILES NORTH, 0.75 MILE WEST AND 2.0 MILES
 MK0160'NORTH ALONG GRAVEL ROADS, AT THE JUNCTION OF A DIRT ROAD
 MK0160'LEADING WEST, 32.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MK0160'ROAD, 21.0 FEET SOUTH OF A POINT IN LINE WITH THE CENTER OF THE
 MK0160'DIRT ROAD LEADING WEST, 12.0 FEET SOUTH OF A FENCE CORNER
 MK0160'POST, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF THE
 MK0160'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 3 FEET
 MK0160'BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0160
 MK0160                          STATION RECOVERY (1974)
 MK0160
 MK0160'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0623 ***********************************************************************
 MK0623  DESIGNATION -  Y 242
 MK0623  PID         -  MK0623
 MK0623  STATE/COUNTY-  NE/DOUGLAS
 MK0623  COUNTRY     -  US
 MK0623  USGS QUAD   -  ELKHORN (2017)
 MK0623
 MK0623                         *CURRENT SURVEY CONTROL
 MK0623  ______________________________________________________________________
 MK0623* NAD 83(1986) POSITION- 41 21 51.     (N) 096 14 02.     (W)   SCALED
 MK0623* NAVD 88 ORTHO HEIGHT -   394.682 (meters)     1294.89  (feet) ADJUSTED
 MK0623  ______________________________________________________________________
 MK0623  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 MK0623  DYNAMIC HEIGHT  -        394.496 (meters)     1294.28  (feet) COMP
 MK0623  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 MK0623
 MK0623  VERT ORDER      -  SECOND    CLASS 0
 MK0623
 MK0623.The horizontal coordinates were scaled from a map and have
 MK0623.an estimated accuracy of +/- 6 seconds.
 MK0623
 MK0623.The orthometric height was determined by differential leveling and
 MK0623.adjusted by the NATIONAL GEODETIC SURVEY
 MK0623.in June 1991.
 MK0623
 MK0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0623.GEOID18 height accuracy estimate available here.
 MK0623
 MK0623.Click photographs - Photos may exist for this station.
 MK0623
 MK0623.The dynamic height is computed by dividing the NAVD 88
 MK0623.geopotential number by the normal gravity value computed on the
 MK0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0623.degrees latitude (g = 980.6199 gals.).
 MK0623
 MK0623.The modeled gravity was interpolated from observed gravity values.
 MK0623
 MK0623;                    North         East    Units  Estimated Accuracy
 MK0623;SPC NE       -   176,820.      814,910.      MT  (+/- 180 meters Scaled)
 MK0623
 MK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL313828(NAD 83)
 MK0623
 MK0623                          SUPERSEDED SURVEY CONTROL
 MK0623
 MK0623  NGVD 29 (??/??/92)  394.540  (m)         1294.42   (f) ADJ UNCH    2 0
 MK0623
 MK0623.Superseded values are not recommended for survey control.
 MK0623
 MK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0623.See file dsdata.pdf to determine how the superseded data were derived.
 MK0623
 MK0623_MARKER: DB = BENCH MARK DISK
 MK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0623_STAMPING: Y 242 1947
 MK0623_MARK LOGO: CGS
 MK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0623+STABILITY: SURFACE MOTION
 MK0623
 MK0623  HISTORY     - Date     Condition        Report By
 MK0623  HISTORY     - 1947     MONUMENTED       CGS
 MK0623  HISTORY     - 1976     GOOD             LOCSUR
 MK0623  HISTORY     - 20170413 MARK NOT FOUND   NEDR
 MK0623
 MK0623                          STATION DESCRIPTION
 MK0623
 MK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0623'2.2 MI SE FROM ELK CITY.
 MK0623'2.25 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0623'SCHOOL AT ELK CITY, IN THE NORTHEAST ANGLE OF THE CROSSING OF
 MK0623'STATE HIGHWAY NO. 8 AND STATE HIGHWAY NO. 31, 45.0 FEET EAST
 MK0623'OF THE CENTER OF STATE HIGHWAY NO. 31, 28.5 FEET NORTH OF THE
 MK0623'CENTER OF STATE HIGHWAY NO. 8, 11.5 FEET EAST OF A FENCE
 MK0623'CORNER POST, 2.0 FEET WEST OF A REFERENCE POST, 0.8 FOOT SOUTH
 MK0623'OF THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 MK0623'THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 MK0623
 MK0623                          STATION RECOVERY (1976)
 MK0623
 MK0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0623'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 MK0623
 MK0623                          STATION RECOVERY (2017)
 MK0623
 MK0623'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2017 (JEN)
 MK0623'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1054 ***********************************************************************
 MK1054  DESIGNATION -  Y 245
 MK1054  PID         -  MK1054
 MK1054  STATE/COUNTY-  NE/DODGE
 MK1054  COUNTRY     -  US
 MK1054  USGS QUAD   -  UEHLING (2017)
 MK1054
 MK1054                         *CURRENT SURVEY CONTROL
 MK1054  ______________________________________________________________________
 MK1054* NAD 83(1986) POSITION- 41 40 07.     (N) 096 32 04.     (W)   SCALED
 MK1054* NAVD 88 ORTHO HEIGHT -   372.693 (meters)     1222.74  (feet) ADJUSTED
 MK1054  ______________________________________________________________________
 MK1054  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 MK1054  DYNAMIC HEIGHT  -        372.549 (meters)     1222.27  (feet) COMP
 MK1054  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 MK1054
 MK1054  VERT ORDER      -  SECOND    CLASS 0
 MK1054
 MK1054.The horizontal coordinates were scaled from a map and have
 MK1054.an estimated accuracy of +/- 6 seconds.
 MK1054
 MK1054.The orthometric height was determined by differential leveling and
 MK1054.adjusted by the NATIONAL GEODETIC SURVEY
 MK1054.in June 1991.
 MK1054
 MK1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1054.GEOID18 height accuracy estimate available here.
 MK1054
 MK1054.Click photographs - Photos may exist for this station.
 MK1054
 MK1054.The dynamic height is computed by dividing the NAVD 88
 MK1054.geopotential number by the normal gravity value computed on the
 MK1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1054.degrees latitude (g = 980.6199 gals.).
 MK1054
 MK1054.The modeled gravity was interpolated from observed gravity values.
 MK1054
 MK1054;                    North         East    Units  Estimated Accuracy
 MK1054;SPC NE       -   209,540.      788,430.      MT  (+/- 180 meters Scaled)
 MK1054
 MK1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM052159(NAD 83)
 MK1054
 MK1054                          SUPERSEDED SURVEY CONTROL
 MK1054
 MK1054  NGVD 29 (??/??/92)  372.560  (m)         1222.31   (f) ADJ UNCH    2 0
 MK1054
 MK1054.Superseded values are not recommended for survey control.
 MK1054
 MK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1054.See file dsdata.pdf to determine how the superseded data were derived.
 MK1054
 MK1054_MARKER: DB = BENCH MARK DISK
 MK1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1054_STAMPING: Y 245 1947
 MK1054_MARK LOGO: CGS
 MK1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1054+STABILITY: SURFACE MOTION
 MK1054
 MK1054  HISTORY     - Date     Condition        Report By
 MK1054  HISTORY     - 1947     MONUMENTED       CGS
 MK1054
 MK1054                          STATION DESCRIPTION
 MK1054
 MK1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1054'4.4 MI N FROM WINSLOW.
 MK1054'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1054'FROM THE STATION AT WINSLOW, AT A GRAVEL ROAD CROSSING, 116.0
 MK1054'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE SWITCH STAND
 MK1054'AT THE SOUTH END OF PETERSON SIDING, 102.5 FEET NORTHWEST
 MK1054'OF AND ACROSS THE TRACK FROM MILE POST NO. 48, 67.0 FEET WEST
 MK1054'OF THE WEST RAIL OF THE MAIN TRACK, 31.0 FEET SOUTH OF THE
 MK1054'CENTER OF A GRAVEL ROAD, 17.5 FEET WEST OF A CONCRETE FENCE
 MK1054'CORNER POST, 5.0 FEET EAST OF A POWER LINE POLE, 2.0 FEET
 MK1054'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET
 MK1054'BELOW THE TRACK AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0417 ***********************************************************************
 MK0417  DESIGNATION -  Y 246
 MK0417  PID         -  MK0417
 MK0417  STATE/COUNTY-  NE/WASHINGTON
 MK0417  COUNTRY     -  US
 MK0417  USGS QUAD   -  BLAIR (2017)
 MK0417
 MK0417                         *CURRENT SURVEY CONTROL
 MK0417  ______________________________________________________________________
 MK0417* NAD 83(1986) POSITION- 41 32 44.     (N) 096 11 39.     (W)   SCALED
 MK0417* NAVD 88 ORTHO HEIGHT -   404.482 (meters)     1327.04  (feet) ADJUSTED
 MK0417  ______________________________________________________________________
 MK0417  GEOID HEIGHT    -        -27.928 (meters)                     GEOID18
 MK0417  DYNAMIC HEIGHT  -        404.297 (meters)     1326.43  (feet) COMP
 MK0417  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 MK0417
 MK0417  VERT ORDER      -  SECOND    CLASS 0
 MK0417
 MK0417.The horizontal coordinates were scaled from a map and have
 MK0417.an estimated accuracy of +/- 6 seconds.
 MK0417
 MK0417.The orthometric height was determined by differential leveling and
 MK0417.adjusted by the NATIONAL GEODETIC SURVEY
 MK0417.in June 1991.
 MK0417
 MK0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0417.GEOID18 height accuracy estimate available here.
 MK0417
 MK0417.Click photographs - Photos may exist for this station.
 MK0417
 MK0417.The dynamic height is computed by dividing the NAVD 88
 MK0417.geopotential number by the normal gravity value computed on the
 MK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0417.degrees latitude (g = 980.6199 gals.).
 MK0417
 MK0417.The modeled gravity was interpolated from observed gravity values.
 MK0417
 MK0417;                    North         East    Units  Estimated Accuracy
 MK0417;SPC NE       -   197,090.      817,340.      MT  (+/- 180 meters Scaled)
 MK0417
 MK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM340031(NAD 83)
 MK0417
 MK0417                          SUPERSEDED SURVEY CONTROL
 MK0417
 MK0417  NGVD 29 (??/??/92)  404.335  (m)         1326.56   (f) ADJ UNCH    2 0
 MK0417
 MK0417.Superseded values are not recommended for survey control.
 MK0417
 MK0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0417.See file dsdata.pdf to determine how the superseded data were derived.
 MK0417
 MK0417_MARKER: DB = BENCH MARK DISK
 MK0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0417_STAMPING: Y 246 1947
 MK0417_MARK LOGO: CGS
 MK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0417+STABILITY: SURFACE MOTION
 MK0417
 MK0417  HISTORY     - Date     Condition        Report By
 MK0417  HISTORY     - 1947     MONUMENTED       CGS
 MK0417  HISTORY     - 1969     MARK NOT FOUND   USGS
 MK0417
 MK0417                          STATION DESCRIPTION
 MK0417
 MK0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0417'3.5 MI W FROM BLAIR.
 MK0417'3.5 MILES WEST ALONG STATE HIGHWAY NO. 91 FROM THE UNION STATION
 MK0417'AT BLAIR, IN THE SOUTHWEST ANGLE OF A CROSS ROAD, 40.0 FEET
 MK0417'SOUTH OF THE CENTER OF THE HIGHWAY, 40.0 FEET WEST OF THE CENTER
 MK0417'OF A NORTH-SOUTH ROAD, 10.7 FEET WEST OF A FENCE CORNER POST,
 MK0417'6.5 FEET WEST OF A POWER LINE POLE WHICH IS AT A POWER LINE
 MK0417'JUNCTION, 2.0 FEET EAST OF A REFERENCE POST, 0.5 FOOT NORTH OF
 MK0417'THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 1 FOOT
 MK0417'BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.  THIS BENCH MARK IS
 MK0417'ALSO 4.0 MILES EAST ALONG STATE HIGHWAY NO. 91 FROM THE SCHOOL
 MK0417'AT ORUM.
 MK0417
 MK0417                          STATION RECOVERY (1969)
 MK0417
 MK0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MK0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0418 ***********************************************************************
 MK0418  DESIGNATION -  Y 246 RESET
 MK0418  PID         -  MK0418
 MK0418  STATE/COUNTY-  NE/WASHINGTON
 MK0418  COUNTRY     -  US
 MK0418  USGS QUAD   -  BLAIR (2017)
 MK0418
 MK0418                         *CURRENT SURVEY CONTROL
 MK0418  ______________________________________________________________________
 MK0418* NAD 83(1986) POSITION- 41 32 42.     (N) 096 11 39.     (W)   SCALED
 MK0418* NAVD 88 ORTHO HEIGHT -   404.42  (meters)     1326.8   (feet) RESET
 MK0418  ______________________________________________________________________
 MK0418  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 MK0418  VERT ORDER      -  THIRD
 MK0418
 MK0418.The horizontal coordinates were scaled from a map and have
 MK0418.an estimated accuracy of +/- 6 seconds.
 MK0418
 MK0418.The orthometric height was computed from unverified reset data.
 MK0418
 MK0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0418.GEOID18 height accuracy estimate available here.
 MK0418
 MK0418.Click photographs - Photos may exist for this station.
 MK0418
 MK0418;                    North         East    Units  Estimated Accuracy
 MK0418;SPC NE       -   197,020.      817,340.      MT  (+/- 180 meters Scaled)
 MK0418
 MK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM340030(NAD 83)
 MK0418
 MK0418                          SUPERSEDED SURVEY CONTROL
 MK0418
 MK0418  NGVD 29 (??/??/??)  404.27   (m)         1326.3    (f) RESET       3  
 MK0418
 MK0418.Superseded values are not recommended for survey control.
 MK0418
 MK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0418.See file dsdata.pdf to determine how the superseded data were derived.
 MK0418
 MK0418_MARKER: DB = BENCH MARK DISK
 MK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0418_STAMPING: Y 246 RESET 1955
 MK0418_MARK LOGO: CGS
 MK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0418+STABILITY: SURFACE MOTION
 MK0418
 MK0418  HISTORY     - Date     Condition        Report By
 MK0418  HISTORY     - 1955     MONUMENTED       NEDR
 MK0418
 MK0418                          STATION DESCRIPTION
 MK0418
 MK0418'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0418'3.5 MI W FROM BLAIR.
 MK0418'3.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE UNION STATION AT
 MK0418'BLAIR, WASHINGTON COUNTY, 4.0 MILES EAST OF THE SCHOOL AT ORUM,
 MK0418'AT A ROAD INTERSECTION, 40 FEET WEST OF THE CENTERLINE OF THE
 MK0418'ROAD, 49.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 MK0418'WEST OF A POWER POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 MK0418'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MK0418'STAMPED Y 246 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 MK0418'PROJECTING 0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2200 ***********************************************************************
 MK2200  DESIGNATION -  Y 247 RESET
 MK2200  PID         -  MK2200
 MK2200  STATE/COUNTY-  NE/WASHINGTON
 MK2200  COUNTRY     -  US
 MK2200  USGS QUAD   -  NICKERSON NW (2017)
 MK2200
 MK2200                         *CURRENT SURVEY CONTROL
 MK2200  ______________________________________________________________________
 MK2200* NAD 83(1986) POSITION- 41 40 09.4    (N) 096 26 32.5    (W)   HD_HELD2
 MK2200* NAVD 88 ORTHO HEIGHT -   410.63  (meters)     1347.2   (feet) RESET
 MK2200  ______________________________________________________________________
 MK2200  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 MK2200  VERT ORDER      -  THIRD
 MK2200
 MK2200.The horizontal coordinates were established by autonomous hand held GPS
 MK2200.observations and have an estimated accuracy of +/- 10 meters.
 MK2200
 MK2200.The orthometric height was computed from unverified reset data.
 MK2200
 MK2200.No vertical observational check was made to the station.
 MK2200
 MK2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2200.GEOID18 height accuracy estimate available here.
 MK2200
 MK2200.Click photographs - Photos may exist for this station.
 MK2200
 MK2200;                    North         East    Units  Estimated Accuracy
 MK2200;SPC NE       -   209,929.      796,091.      MT  (+/- 10 meters HH2 GPS)
 MK2200
 MK2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1291916218(NAD 83)
 MK2200
 MK2200                          SUPERSEDED SURVEY CONTROL
 MK2200
 MK2200  NGVD 29 (01/31/13)  410.49   (m)         1346.7    (f) RESET       3  
 MK2200
 MK2200.Superseded values are not recommended for survey control.
 MK2200
 MK2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2200.See file dsdata.pdf to determine how the superseded data were derived.
 MK2200
 MK2200_MARKER: DV = VERTICAL CONTROL DISK
 MK2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2200_STAMPING: Y 247 RESET 1991
 MK2200_MARK LOGO: NGS
 MK2200_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2200+STABILITY: SURFACE MOTION
 MK2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2200+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2200
 MK2200  HISTORY     - Date     Condition        Report By
 MK2200  HISTORY     - 1991     MONUMENTED       NGS
 MK2200
 MK2200                          STATION DESCRIPTION
 MK2200
 MK2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MK2200'ABOUT 8.6 KM (5.3 MI) NORTHEAST FROM WINSLOW, 1.6 KM (1.0 MI) SOUTH
 MK2200'FROM THE BURT-WASHINGTON COUNTY LINE, 0.16 KM (0.10 MI) EAST FROM THE
 MK2200'DODGE-WASHINGTON COUNTY LINE, AT THE SOUTHEAST CORNER OF THE WEST
 MK2200'ADMAH CEMETERY, IN THE SW 1/4, SEC 29, T19N, R9E AND ON THE NORTH
 MK2200'RIGHT-OF-WAY OF WASHINGTON COUNTY ROAD 4.  TO REACH THE MARK FROM THE
 MK2200'WINSLOW POST OFFICE, GO NORTH FOR 0.16 KM (0.10 MI) TO A PAVED ROAD.
 MK2200'TURN RIGHT AND GO EAST FOR 0.32 KM (0.20 MI) TO U.S. HIGHWAY 77.
 MK2200'TURN LEFT AND GO NORTH ON HIGHWAY 77 FOR 6.60 KM (4.10 MI) TO A
 MK2200'GRADED CROSSROAD, DODGE COUNTY ROAD F. TURN RIGHT AND GO EAST ON
 MK2200'ROAD F FOR 4.84 KM (3.01 MI) TO A GRADED CROSSROAD AT THE
 MK2200'WASHINGTON-DODGE COUNTY LINE, CONTINUE EAST ON WASHINGTON COUNTY ROAD
 MK2200'4 FOR 0.16 KM (0.10 MI) TO THE MARK ON THE LEFT, IN THE TOP OF A
 MK2200'ROUND CONCRETE MONUMENT THAT IS RECESSED 0.1 FT (0.0 M) BELOW THE
 MK2200'GROUND SURFACE.  IT IS 29.93 M (98.20 FT) EAST FROM THE CENTER OF THE
 MK2200'ENTRANCE GATE INTO THE CEMETERY, 13.72 M (45.01 FT) NORTH FROM THE
 MK2200'CENTERLINE OF ROAD 4, 0.67 M (2.20 FT) SOUTHWEST FROM A WITNESS POST,
 MK2200'0.61 M (2.00 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE CEMETERY
 MK2200'FENCE AND 0.43 M (1.41 FT) SOUTH FROM THE SOUTH FENCE OF THE
 MK2200'CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0462 ***********************************************************************
 NM0462  DESIGNATION -  Y 248 RESET
 NM0462  PID         -  NM0462
 NM0462  STATE/COUNTY-  NE/BURT
 NM0462  COUNTRY     -  US
 NM0462  USGS QUAD   -  MACY (2017)
 NM0462
 NM0462                         *CURRENT SURVEY CONTROL
 NM0462  ______________________________________________________________________
 NM0462* NAD 83(1986) POSITION- 42 01 06.     (N) 096 15 27.     (W)   SCALED
 NM0462* NAVD 88 ORTHO HEIGHT -   331.07  (meters)     1086.2   (feet) RESET
 NM0462  ______________________________________________________________________
 NM0462  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 NM0462  VERT ORDER      -  THIRD
 NM0462
 NM0462.The horizontal coordinates were scaled from a map and have
 NM0462.an estimated accuracy of +/- 6 seconds.
 NM0462
 NM0462.The orthometric height was computed from unverified reset data.
 NM0462
 NM0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0462.GEOID18 height accuracy estimate available here.
 NM0462
 NM0462.Click photographs - Photos may exist for this station.
 NM0462
 NM0462;                    North         East    Units  Estimated Accuracy
 NM0462;SPC NE       -   249,300.      809,790.      MT  (+/- 180 meters Scaled)
 NM0462
 NM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM270554(NAD 83)
 NM0462
 NM0462                          SUPERSEDED SURVEY CONTROL
 NM0462
 NM0462  NGVD 29 (??/??/??)  330.92   (m)         1085.7    (f) RESET       3  
 NM0462
 NM0462.Superseded values are not recommended for survey control.
 NM0462
 NM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0462.See file dsdata.pdf to determine how the superseded data were derived.
 NM0462
 NM0462_MARKER: DB = BENCH MARK DISK
 NM0462_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NM0462_SP_SET: BRIDGE WINGWALL
 NM0462_STAMPING: Y 248 1947 RESET 1961
 NM0462_MARK LOGO: CGS
 NM0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0462+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1997
 NM0462
 NM0462  HISTORY     - Date     Condition        Report By
 NM0462  HISTORY     - 1961     MONUMENTED       CGS
 NM0462  HISTORY     - 19970703 GOOD             NEDR
 NM0462
 NM0462                          STATION DESCRIPTION
 NM0462
 NM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM0462'1.1 MI NW FROM DECATUR.
 NM0462'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0462'DECATUR, THENCE 1.0 MILE NORTH-NORTHWEST ALONG U.S. HIGHWAY 73 E,
 NM0462'AND SET IN THE TOP OF THE SOUTHWEST WING WALL OF A CONCRETE
 NM0462'BRIDGE, 16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FEET
 NM0462'ABOVE THE SURFACE OF THE ROAD.
 NM0462
 NM0462                          STATION RECOVERY (1997)
 NM0462
 NM0462'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 NM0462'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO
 NM0462'CONSTRUCTION.  FOR FURTHER DETAILS SEE THE DESCRIPTION FOR BENCH MARK
 NM0462'Y 248 RESET IN 1997.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1437 ***********************************************************************
 AI1437  DESIGNATION -  Y 248 RESET
 AI1437  PID         -  AI1437
 AI1437  STATE/COUNTY-  NE/BURT
 AI1437  COUNTRY     -  US
 AI1437  USGS QUAD   -  MACY (2017)
 AI1437
 AI1437                         *CURRENT SURVEY CONTROL
 AI1437  ______________________________________________________________________
 AI1437* NAD 83(1986) POSITION- 42 01 06.     (N) 096 15 27.     (W)   SCALED
 AI1437* NAVD 88 ORTHO HEIGHT -   331.46  (meters)     1087.5   (feet) RESET
 AI1437  ______________________________________________________________________
 AI1437  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 AI1437  VERT ORDER      -  THIRD
 AI1437
 AI1437.The horizontal coordinates were scaled from a map and have
 AI1437.an estimated accuracy of +/- 6 seconds.
 AI1437
 AI1437.The orthometric height was computed from unverified reset data.
 AI1437
 AI1437.No vertical observational check was made to the station.
 AI1437
 AI1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1437.GEOID18 height accuracy estimate available here.
 AI1437
 AI1437.Click photographs - Photos may exist for this station.
 AI1437
 AI1437;                    North         East    Units  Estimated Accuracy
 AI1437;SPC NE       -   249,300.      809,790.      MT  (+/- 180 meters Scaled)
 AI1437
 AI1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM270554(NAD 83)
 AI1437
 AI1437                          SUPERSEDED SURVEY CONTROL
 AI1437
 AI1437.No superseded survey control is available for this station.
 AI1437
 AI1437_MARKER: DV = VERTICAL CONTROL DISK
 AI1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1437_STAMPING: Y 248 RESET 1997
 AI1437_MARK LOGO: NGS
 AI1437_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1437+STABILITY: SURFACE MOTION
 AI1437
 AI1437  HISTORY     - Date     Condition        Report By
 AI1437  HISTORY     - 1997     MONUMENTED       NEDR
 AI1437
 AI1437                          STATION DESCRIPTION
 AI1437
 AI1437'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AI1437'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 51 AND U.S.
 AI1437'HIGHWAY 75, AT DECATUR, GO NORTH ON HIGHWAY 75 FOR 1.35 MI (2.17 KM)
 AI1437'TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK, SET INTO THE TOP OF A
 AI1437'ROUND CONCRETE MONUMENT THAT IS 19.80 M (64.96 FT) WEST OF THE
 AI1437'CENTERLINE OF THE HIGHWAY, 12.957 M (42.510 FT) WEST-NORTHWEST OF A
 AI1437'CHISELED X IN THE SOUTH END OF A CONCRETE HEADWALL, 9.561 M (31.368
 AI1437'FT) NORTH OF A NAIL IN THE TOP OF A FENCE PSOT, 5.616 M (18.425 FT)
 AI1437'NORTH-NORTHEAST OF A NAIL IN THE TOP OF A FENCE POST AND 1.38 M (4.53
 AI1437'FT) SOUTH OF A NAIL AND WASHER IN THE SIDE OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0035 ***********************************************************************
 LH0035  DESIGNATION -  Y 249
 LH0035  PID         -  LH0035
 LH0035  STATE/COUNTY-  NE/HALL
 LH0035  COUNTRY     -  US
 LH0035  USGS QUAD   -  TRUMBULL (2017)
 LH0035
 LH0035                         *CURRENT SURVEY CONTROL
 LH0035  ______________________________________________________________________
 LH0035* NAD 83(1986) POSITION- 40 42 43.     (N) 098 22 05.     (W)   SCALED
 LH0035* NAVD 88 ORTHO HEIGHT -   594.234 (meters)     1949.58  (feet) ADJUSTED
 LH0035  ______________________________________________________________________
 LH0035  GEOID HEIGHT    -        -25.168 (meters)                     GEOID18
 LH0035  DYNAMIC HEIGHT  -        593.910 (meters)     1948.52  (feet) COMP
 LH0035  MODELED GRAVITY -    980,060.3   (mgal)                       NAVD 88
 LH0035
 LH0035  VERT ORDER      -  FIRST     CLASS II
 LH0035
 LH0035.The horizontal coordinates were scaled from a map and have
 LH0035.an estimated accuracy of +/- 6 seconds.
 LH0035
 LH0035.The orthometric height was determined by differential leveling and
 LH0035.adjusted by the NATIONAL GEODETIC SURVEY
 LH0035.in June 1991.
 LH0035
 LH0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0035.GEOID18 height accuracy estimate available here.
 LH0035
 LH0035.Click photographs - Photos may exist for this station.
 LH0035
 LH0035.The dynamic height is computed by dividing the NAVD 88
 LH0035.geopotential number by the normal gravity value computed on the
 LH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0035.degrees latitude (g = 980.6199 gals.).
 LH0035
 LH0035.The modeled gravity was interpolated from observed gravity values.
 LH0035
 LH0035;                    North         East    Units  Estimated Accuracy
 LH0035;SPC NE       -    98,850.      637,860.      MT  (+/- 180 meters Scaled)
 LH0035
 LH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL533069(NAD 83)
 LH0035
 LH0035                          SUPERSEDED SURVEY CONTROL
 LH0035
 LH0035  NGVD 29 (??/??/92)  593.997  (m)         1948.81   (f) ADJ UNCH    1 2
 LH0035
 LH0035.Superseded values are not recommended for survey control.
 LH0035
 LH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0035.See file dsdata.pdf to determine how the superseded data were derived.
 LH0035
 LH0035_MARKER: DB = BENCH MARK DISK
 LH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0035_STAMPING: Y 249 1947
 LH0035_MARK LOGO: CGS
 LH0035_PROJECTION: FLUSH
 LH0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0035+STABILITY: SURFACE MOTION
 LH0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0035+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2019
 LH0035
 LH0035  HISTORY     - Date     Condition        Report By
 LH0035  HISTORY     - 1947     MONUMENTED       CGS
 LH0035  HISTORY     - 19910926 GOOD             NGS
 LH0035  HISTORY     - 20191107 GOOD             NE-109
 LH0035
 LH0035                          STATION DESCRIPTION
 LH0035
 LH0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0035'1.1 MI N FROM HANSEN.
 LH0035'1.1 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0035'AT HANSEN, AT A ROAD CROSSING, 251.0 FEET SOUTH OF THE CENTER
 LH0035'LINE OF THE ROAD, 45.3 FEET EAST OF THE EAST RAIL, 13.7 FEET
 LH0035'EAST OF THE FIFTH POLE NORTH OF MILEPOST 236, 3.5 FEET NORTH
 LH0035'OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP
 LH0035'OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE SURFACE OF
 LH0035'THE GROUND.
 LH0035
 LH0035                          STATION RECOVERY (1991)
 LH0035
 LH0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0035'12.3 KM (7.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0035'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM (0.50 MI)
 LH0035'EASTERLY ALONG A GRAVELED ROAD, 76.2 M (250.0 FT) SOUTH OF THE ROAD
 LH0035'CENTER, 4.8 M (15.7 FT) WEST OF AND LEVEL WITH THE CENTER OF A FIELD
 LH0035'ROAD, 0.3 M (1.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 LH0035'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0035
 LH0035                          STATION RECOVERY (2019)
 LH0035
 LH0035'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0035'THE MARK IS 0.5 MI (0.8 KM) EAST OF HIGHWAY 281, 250 FT (76.2 M) SOUTH
 LH0035'OF THE CENTER OF ROSEDALE ROAD, 0.5 FT (15 CM) NORTH OF A WITNESS
 LH0035'POST, 0.6 FT (18 CM) WEST OF A FENCE LINE, 3.5 FT (1.1 M) NORTH OF A
 LH0035'TREE AND 5.0 FT (1.5 M) SOUTH OF A TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0100 ***********************************************************************
 LJ0100  DESIGNATION -  Y 25 1
 LJ0100  PID         -  LJ0100
 LJ0100  STATE/COUNTY-  NE/RED WILLOW
 LJ0100  COUNTRY     -  US
 LJ0100  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0100
 LJ0100                         *CURRENT SURVEY CONTROL
 LJ0100  ______________________________________________________________________
 LJ0100* NAD 83(1986) POSITION- 40 11 14.     (N) 100 37 09.     (W)   SCALED
 LJ0100* NAVD 88 ORTHO HEIGHT -   755.174 (meters)     2477.60  (feet) ADJUSTED
 LJ0100  ______________________________________________________________________
 LJ0100  GEOID HEIGHT    -        -24.013 (meters)                     GEOID18
 LJ0100  DYNAMIC HEIGHT  -        754.672 (meters)     2475.95  (feet) COMP
 LJ0100  MODELED GRAVITY -    979,936.9   (mgal)                       NAVD 88
 LJ0100
 LJ0100  VERT ORDER      -  SECOND    CLASS 0
 LJ0100
 LJ0100.The horizontal coordinates were scaled from a map and have
 LJ0100.an estimated accuracy of +/- 6 seconds.
 LJ0100
 LJ0100.The orthometric height was determined by differential leveling and
 LJ0100.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0100.in June 1991.
 LJ0100
 LJ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0100.GEOID18 height accuracy estimate available here.
 LJ0100
 LJ0100.Click photographs - Photos may exist for this station.
 LJ0100
 LJ0100.The dynamic height is computed by dividing the NAVD 88
 LJ0100.geopotential number by the normal gravity value computed on the
 LJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0100.degrees latitude (g = 980.6199 gals.).
 LJ0100
 LJ0100.The modeled gravity was interpolated from observed gravity values.
 LJ0100
 LJ0100;                    North         East    Units  Estimated Accuracy
 LJ0100;SPC NE       -    39,480.      447,280.      MT  (+/- 180 meters Scaled)
 LJ0100
 LJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK621497(NAD 83)
 LJ0100
 LJ0100                          SUPERSEDED SURVEY CONTROL
 LJ0100
 LJ0100  NGVD 29 (??/??/92)  754.860  (m)         2476.57   (f) ADJ UNCH    2 0
 LJ0100
 LJ0100.Superseded values are not recommended for survey control.
 LJ0100
 LJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0100.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0100
 LJ0100_MARKER: DB = BENCH MARK DISK
 LJ0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0100_SP_SET: BRIDGE ABUTMENT
 LJ0100_MARK LOGO: USGS
 LJ0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0100
 LJ0100  HISTORY     - Date     Condition        Report By
 LJ0100  HISTORY     - UNK      MONUMENTED       USGS
 LJ0100  HISTORY     - 1934     GOOD             CGS
 LJ0100  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0100
 LJ0100                          STATION DESCRIPTION
 LJ0100
 LJ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0100'1.1 MI S FROM MC COOK.
 LJ0100'1.1 MILE SOUTH OF BURLINGTN RR STATION AT MC COOK, IN FLAT
 LJ0100'TOP OF CONCRETE ABUTMENT AT SOUTHEAST CORNER OF 350 FT. LENGTH
 LJ0100'BRIDGE OVER REPUBLICAN RIVER ON U.S. HIGHWAY 183.
 LJ0100
 LJ0100                          STATION RECOVERY (1999)
 LJ0100
 LJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0100'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0099 ***********************************************************************
 LJ0099  DESIGNATION -  Y 25 3
 LJ0099  PID         -  LJ0099
 LJ0099  STATE/COUNTY-  NE/RED WILLOW
 LJ0099  COUNTRY     -  US
 LJ0099  USGS QUAD   -  MCCOOK EAST (2017)
 LJ0099
 LJ0099                         *CURRENT SURVEY CONTROL
 LJ0099  ______________________________________________________________________
 LJ0099* NAD 83(1986) POSITION- 40 09 29.28   (N) 100 37 15.59   (W)   HD_HELD1
 LJ0099* NAVD 88 ORTHO HEIGHT -   768.439 (meters)     2521.12  (feet) ADJUSTED
 LJ0099  ______________________________________________________________________
 LJ0099  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 LJ0099  DYNAMIC HEIGHT  -        767.923 (meters)     2519.43  (feet) COMP
 LJ0099  MODELED GRAVITY -    979,928.5   (mgal)                       NAVD 88
 LJ0099
 LJ0099  VERT ORDER      -  SECOND    CLASS 0
 LJ0099
 LJ0099.The horizontal coordinates were determined by differentially corrected
 LJ0099.hand held GPS observations or other comparable positioning techniques
 LJ0099.and have an estimated accuracy of +/- 3 meters.
 LJ0099
 LJ0099.The orthometric height was determined by differential leveling and
 LJ0099.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0099.in June 1991.
 LJ0099
 LJ0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0099.GEOID18 height accuracy estimate available here.
 LJ0099
 LJ0099.Click photographs - Photos may exist for this station.
 LJ0099
 LJ0099.The dynamic height is computed by dividing the NAVD 88
 LJ0099.geopotential number by the normal gravity value computed on the
 LJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0099.degrees latitude (g = 980.6199 gals.).
 LJ0099
 LJ0099.The modeled gravity was interpolated from observed gravity values.
 LJ0099
 LJ0099;                    North         East    Units  Estimated Accuracy
 LJ0099;SPC NE       -    36,254.1     447,097.2     MT  (+/- 3 meters HH1 GPS) 
 LJ0099
 LJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6194846568(NAD 83)
 LJ0099
 LJ0099                          SUPERSEDED SURVEY CONTROL
 LJ0099
 LJ0099  NGVD 29 (??/??/92)  768.121  (m)         2520.08   (f) ADJ UNCH    2 0
 LJ0099
 LJ0099.Superseded values are not recommended for survey control.
 LJ0099
 LJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0099.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0099
 LJ0099_MARKER: DB = BENCH MARK DISK
 LJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0099_STAMPING: Y 25-3
 LJ0099_MARK LOGO: USGS
 LJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0099+STABILITY: SURFACE MOTION
 LJ0099
 LJ0099  HISTORY     - Date     Condition        Report By
 LJ0099  HISTORY     - UNK      MONUMENTED       USGS
 LJ0099  HISTORY     - 1934     GOOD             CGS
 LJ0099  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0099
 LJ0099                          STATION DESCRIPTION
 LJ0099
 LJ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0099'3.1 MI S FROM MC COOK.
 LJ0099'3.1 MILES SOUTH OF BURLINGTON, RR STATION AT MC COOK, 2 MILES
 LJ0099'SOUTH OF CONCRETE BRIDGE OVER REPUBLICAN RIVER, 77 FEET SOUTH
 LJ0099'OF CENTERLINE OF IRRIGATION CANAL, 33 FEET WEST OF CENTERLINE
 LJ0099'OF U.S. HIGHWAY 183, 5 FEET NORTH OF FENCE FROM WEST.
 LJ0099
 LJ0099                          STATION RECOVERY (1999)
 LJ0099
 LJ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0099'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0283 ***********************************************************************
 LH0283  DESIGNATION -  Y 250
 LH0283  PID         -  LH0283
 LH0283  STATE/COUNTY-  NE/ADAMS
 LH0283  COUNTRY     -  US
 LH0283  USGS QUAD   -  AYR (2017)
 LH0283
 LH0283                         *CURRENT SURVEY CONTROL
 LH0283  ______________________________________________________________________
 LH0283* NAD 83(1986) POSITION- 40 27 56.     (N) 098 25 15.     (W)   SCALED
 LH0283* NAVD 88 ORTHO HEIGHT -   555.281 (meters)     1821.78  (feet) ADJUSTED
 LH0283  ______________________________________________________________________
 LH0283  GEOID HEIGHT    -        -25.448 (meters)                     GEOID18
 LH0283  DYNAMIC HEIGHT  -        554.965 (meters)     1820.75  (feet) COMP
 LH0283  MODELED GRAVITY -    980,037.1   (mgal)                       NAVD 88
 LH0283
 LH0283  VERT ORDER      -  FIRST     CLASS II
 LH0283
 LH0283.The horizontal coordinates were scaled from a map and have
 LH0283.an estimated accuracy of +/- 6 seconds.
 LH0283
 LH0283.The orthometric height was determined by differential leveling and
 LH0283.adjusted by the NATIONAL GEODETIC SURVEY
 LH0283.in June 1991.
 LH0283
 LH0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0283.GEOID18 height accuracy estimate available here.
 LH0283
 LH0283.Click photographs - Photos may exist for this station.
 LH0283
 LH0283.The dynamic height is computed by dividing the NAVD 88
 LH0283.geopotential number by the normal gravity value computed on the
 LH0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0283.degrees latitude (g = 980.6199 gals.).
 LH0283
 LH0283.The modeled gravity was interpolated from observed gravity values.
 LH0283
 LH0283;                    North         East    Units  Estimated Accuracy
 LH0283;SPC NE       -    71,420.      633,900.      MT  (+/- 180 meters Scaled)
 LH0283
 LH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK491795(NAD 83)
 LH0283
 LH0283                          SUPERSEDED SURVEY CONTROL
 LH0283
 LH0283  NGVD 29 (??/??/92)  555.054  (m)         1821.04   (f) ADJ UNCH    1 2
 LH0283
 LH0283.Superseded values are not recommended for survey control.
 LH0283
 LH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0283.See file dsdata.pdf to determine how the superseded data were derived.
 LH0283
 LH0283_MARKER: DB = BENCH MARK DISK
 LH0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0283_STAMPING: Y 250 1947
 LH0283_MARK LOGO: CGS
 LH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0283+STABILITY: SURFACE MOTION
 LH0283
 LH0283  HISTORY     - Date     Condition        Report By
 LH0283  HISTORY     - 1947     MONUMENTED       CGS
 LH0283
 LH0283                          STATION DESCRIPTION
 LH0283
 LH0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0283'2.3 MI N FROM AYR.
 LH0283'2.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0283'FROM THE STATION AT AYR, IN THE NORTHWEST QUARTER OF A ROAD
 LH0283'CROSSING, 100.0 FEET WEST OF A NORTH-SOUTH SECTION LINE ROAD,
 LH0283'72.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 39.0
 LH0283'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST SECTION LINE
 LH0283'ROAD, 4.0 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF A
 LH0283'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0283'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0240 ***********************************************************************
 LH0240  DESIGNATION -  Y 252
 LH0240  PID         -  LH0240
 LH0240  STATE/COUNTY-  NE/WEBSTER
 LH0240  COUNTRY     -  US
 LH0240  USGS QUAD   -  AMBOY (2017)
 LH0240
 LH0240                         *CURRENT SURVEY CONTROL
 LH0240  ______________________________________________________________________
 LH0240* NAD 83(1986) POSITION- 40 04 56.     (N) 098 25 28.     (W)   SCALED
 LH0240* NAVD 88 ORTHO HEIGHT -   507.235 (meters)     1664.15  (feet) ADJUSTED
 LH0240  ______________________________________________________________________
 LH0240  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 LH0240  DYNAMIC HEIGHT  -        506.930 (meters)     1663.15  (feet) COMP
 LH0240  MODELED GRAVITY -    980,008.0   (mgal)                       NAVD 88
 LH0240
 LH0240  VERT ORDER      -  FIRST     CLASS II
 LH0240
 LH0240.The horizontal coordinates were scaled from a map and have
 LH0240.an estimated accuracy of +/- 6 seconds.
 LH0240
 LH0240.The orthometric height was determined by differential leveling and
 LH0240.adjusted by the NATIONAL GEODETIC SURVEY
 LH0240.in June 1991.
 LH0240
 LH0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0240.GEOID18 height accuracy estimate available here.
 LH0240
 LH0240.Click photographs - Photos may exist for this station.
 LH0240
 LH0240.The dynamic height is computed by dividing the NAVD 88
 LH0240.geopotential number by the normal gravity value computed on the
 LH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0240.degrees latitude (g = 980.6199 gals.).
 LH0240
 LH0240.The modeled gravity was interpolated from observed gravity values.
 LH0240
 LH0240;                    North         East    Units  Estimated Accuracy
 LH0240;SPC NE       -    28,860.      634,370.      MT  (+/- 180 meters Scaled)
 LH0240
 LH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK490370(NAD 83)
 LH0240
 LH0240                          SUPERSEDED SURVEY CONTROL
 LH0240
 LH0240  NGVD 29 (??/??/92)  507.025  (m)         1663.46   (f) ADJ UNCH    1 2
 LH0240
 LH0240.Superseded values are not recommended for survey control.
 LH0240
 LH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0240.See file dsdata.pdf to determine how the superseded data were derived.
 LH0240
 LH0240_MARKER: DB = BENCH MARK DISK
 LH0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0240_STAMPING: Y 252 1947
 LH0240_MARK LOGO: CGS
 LH0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0240+STABILITY: SURFACE MOTION
 LH0240
 LH0240  HISTORY     - Date     Condition        Report By
 LH0240  HISTORY     - 1947     MONUMENTED       CGS
 LH0240
 LH0240                          STATION DESCRIPTION
 LH0240
 LH0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0240'5.1 MI W FROM GUIDE ROCK.
 LH0240'5.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0240'FROM THE STATION AT GUIDE ROCK, SET ON THE NORTH SIDE OF THE
 LH0240'TRACK FROM A FARM HOUSE, IN THE NORTHEAST QUARTER OF A PRIVATE
 LH0240'ROAD CROSSING, 4 RAILS WEST OF MILEPOST 190, 45.0 FEET NORTH
 LH0240'OF THE NORTH RAIL OF THE TRACK, 29.0 FEET EAST OF THE CENTER
 LH0240'LINE OF THE ROAD, 1.8 FEET SOUTH OF A FENCE, 1.5 FEET EAST
 LH0240'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0240'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0512 ***********************************************************************
 MK0512  DESIGNATION -  Y 254
 MK0512  PID         -  MK0512
 MK0512  STATE/COUNTY-  NE/DOUGLAS
 MK0512  COUNTRY     -  US
 MK0512  USGS QUAD   -  IRVINGTON (2017)
 MK0512
 MK0512                         *CURRENT SURVEY CONTROL
 MK0512  ______________________________________________________________________
 MK0512* NAD 83(1986) POSITION- 41 17 59.     (N) 096 00 52.     (W)   SCALED
 MK0512* NAVD 88 ORTHO HEIGHT -   338.319 (meters)     1109.97  (feet) ADJUSTED
 MK0512  ______________________________________________________________________
 MK0512  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 MK0512  DYNAMIC HEIGHT  -        338.170 (meters)     1109.48  (feet) COMP
 MK0512  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 MK0512
 MK0512  VERT ORDER      -  FIRST     CLASS II
 MK0512
 MK0512.The horizontal coordinates were scaled from a map and have
 MK0512.an estimated accuracy of +/- 6 seconds.
 MK0512
 MK0512.The orthometric height was determined by differential leveling and
 MK0512.adjusted by the NATIONAL GEODETIC SURVEY
 MK0512.in June 1991.
 MK0512
 MK0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0512.GEOID18 height accuracy estimate available here.
 MK0512
 MK0512.Click photographs - Photos may exist for this station.
 MK0512
 MK0512.The dynamic height is computed by dividing the NAVD 88
 MK0512.geopotential number by the normal gravity value computed on the
 MK0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0512.degrees latitude (g = 980.6199 gals.).
 MK0512
 MK0512.The modeled gravity was interpolated from observed gravity values.
 MK0512
 MK0512;                    North         East    Units  Estimated Accuracy
 MK0512;SPC NE       -   170,500.      833,570.      MT  (+/- 180 meters Scaled)
 MK0512
 MK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL499763(NAD 83)
 MK0512
 MK0512                          SUPERSEDED SURVEY CONTROL
 MK0512
 MK0512  NGVD 29 (??/??/92)  338.189  (m)         1109.54   (f) ADJ UNCH    1 2
 MK0512
 MK0512.Superseded values are not recommended for survey control.
 MK0512
 MK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0512.See file dsdata.pdf to determine how the superseded data were derived.
 MK0512
 MK0512_MARKER: DB = BENCH MARK DISK
 MK0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0512_STAMPING: Y 254 1947
 MK0512_MARK LOGO: CGS
 MK0512_PROJECTION: RECESSED 12 CENTIMETERS
 MK0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0512+STABILITY: SURFACE MOTION
 MK0512
 MK0512  HISTORY     - Date     Condition        Report By
 MK0512  HISTORY     - 1947     MONUMENTED       CGS
 MK0512  HISTORY     - 1956     MARK NOT FOUND   USGS
 MK0512  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0512
 MK0512                          STATION DESCRIPTION
 MK0512
 MK0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0512'AT OMAHA.
 MK0512'AT OMAHA, AT THE SOUTHEAST CORNER OF THE BENSON PARK GOLF
 MK0512'COURSE, 124.1 FEET SOUTHEAST OF A LAWN HYDRANT WHICH IS ALONG
 MK0512'THE WEST SIDE OF THE ELEVATED AREA AROUND A GOLF HOLE, 82.1 FEET
 MK0512'WEST NORTHWEST OF THE CENTER OF AN IRON MAN HOLE COVER WHICH
 MK0512'IS AT THE CENTER AMES AVENUE, 33.4 FEET NORTH OF THE NORTH EDGE
 MK0512'OF THE CONCRETE RETAINING WALL WHICH IS ALONG THE NORTH SIDE
 MK0512'OF THE BRICK PAVING ON AMES AVENUE, 17.8 FEET NORTHWEST OF A
 MK0512'1-FOOT DOUBLE TRUNK ELM TREE, 5.0 FEET WEST OF THE JUNCTION
 MK0512'OF TWO LINES MADE ON TOP OF A 1-FOOT SQUARE CONCRETE REFERENCE
 MK0512'BLOCK WHICH IS MARKED U S B M 5 AND IS ABOUT FLUSH WITH THE
 MK0512'TOP OF THE GROUND, SET IN A CONCRETE POST 0.4 FOOT UNDERGROUND.
 MK0512
 MK0512                          STATION RECOVERY (1956)
 MK0512
 MK0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MK0512'MARK NOT FOUND.
 MK0512
 MK0512                          STATION RECOVERY (1976)
 MK0512
 MK0512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1045 ***********************************************************************
 LF1045  DESIGNATION -  Y 256
 LF1045  PID         -  LF1045
 LF1045  STATE/COUNTY-  NE/CASS
 LF1045  COUNTRY     -  US
 LF1045  USGS QUAD   -  NEHAWKA (2017)
 LF1045
 LF1045                         *CURRENT SURVEY CONTROL
 LF1045  ______________________________________________________________________
 LF1045* NAD 83(1986) POSITION- 40 48 47.     (N) 095 53 30.     (W)   SCALED
 LF1045* NAVD 88 ORTHO HEIGHT -   308.127 (meters)     1010.91  (feet) ADJUSTED
 LF1045  ______________________________________________________________________
 LF1045  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 LF1045  DYNAMIC HEIGHT  -        307.979 (meters)     1010.43  (feet) COMP
 LF1045  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 LF1045
 LF1045  VERT ORDER      -  SECOND    CLASS 0
 LF1045
 LF1045.The horizontal coordinates were scaled from a map and have
 LF1045.an estimated accuracy of +/- 6 seconds.
 LF1045
 LF1045.The orthometric height was determined by differential leveling and
 LF1045.adjusted by the NATIONAL GEODETIC SURVEY
 LF1045.in June 1991.
 LF1045
 LF1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1045.GEOID18 height accuracy estimate available here.
 LF1045
 LF1045.Click photographs - Photos may exist for this station.
 LF1045
 LF1045.The dynamic height is computed by dividing the NAVD 88
 LF1045.geopotential number by the normal gravity value computed on the
 LF1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1045.degrees latitude (g = 980.6199 gals.).
 LF1045
 LF1045.The modeled gravity was interpolated from observed gravity values.
 LF1045
 LF1045;                    North         East    Units  Estimated Accuracy
 LF1045;SPC NE       -   117,010.      846,410.      MT  (+/- 180 meters Scaled)
 LF1045
 LF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561220(NAD 83)
 LF1045
 LF1045                          SUPERSEDED SURVEY CONTROL
 LF1045
 LF1045  NGVD 29 (??/??/92)  308.024  (m)         1010.58   (f) ADJ UNCH    2 0
 LF1045
 LF1045.Superseded values are not recommended for survey control.
 LF1045
 LF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1045.See file dsdata.pdf to determine how the superseded data were derived.
 LF1045
 LF1045_MARKER: DB = BENCH MARK DISK
 LF1045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF1045_SP_SET: CULVERT HEADWALL
 LF1045_STAMPING: Y 256 1947
 LF1045_MARK LOGO: CGS
 LF1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1045+STABILITY: SURFACE MOTION
 LF1045
 LF1045  HISTORY     - Date     Condition        Report By
 LF1045  HISTORY     - 1947     MONUMENTED       CGS
 LF1045  HISTORY     - 1947     POOR             CGS
 LF1045
 LF1045                          STATION DESCRIPTION
 LF1045
 LF1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1045'1.7 MI E FROM UNION.
 LF1045'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1045'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1045'ROAD, 150.0 FEET EAST OF A ROAD JUNCTION, 15.0 FEET NORTH OF
 LF1045'AND 3.0 FEET LOWER THAN THE CENTER LINE OF THE EAST-WEST ROAD,
 LF1045'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A LARGE
 LF1045'CONCRETE CULVERT.
 LF1045
 LF1045                          STATION RECOVERY (1947)
 LF1045
 LF1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LF1045'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0117 ***********************************************************************
 LG0117  DESIGNATION -  Y 257
 LG0117  PID         -  LG0117
 LG0117  STATE/COUNTY-  NE/CASS
 LG0117  COUNTRY     -  US
 LG0117  USGS QUAD   -  AVOCA (2017)
 LG0117
 LG0117                         *CURRENT SURVEY CONTROL
 LG0117  ______________________________________________________________________
 LG0117* NAD 83(1986) POSITION- 40 47 53.     (N) 096 00 26.     (W)   SCALED
 LG0117* NAVD 88 ORTHO HEIGHT -   321.904 (meters)     1056.11  (feet) ADJUSTED
 LG0117  ______________________________________________________________________
 LG0117  GEOID HEIGHT    -        -27.755 (meters)                     GEOID18
 LG0117  DYNAMIC HEIGHT  -        321.754 (meters)     1055.62  (feet) COMP
 LG0117  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 LG0117
 LG0117  VERT ORDER      -  SECOND    CLASS 0
 LG0117
 LG0117.The horizontal coordinates were scaled from a map and have
 LG0117.an estimated accuracy of +/- 6 seconds.
 LG0117
 LG0117.The orthometric height was determined by differential leveling and
 LG0117.adjusted by the NATIONAL GEODETIC SURVEY
 LG0117.in June 1991.
 LG0117
 LG0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0117.GEOID18 height accuracy estimate available here.
 LG0117
 LG0117.Click photographs - Photos may exist for this station.
 LG0117
 LG0117.The dynamic height is computed by dividing the NAVD 88
 LG0117.geopotential number by the normal gravity value computed on the
 LG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0117.degrees latitude (g = 980.6199 gals.).
 LG0117
 LG0117.The modeled gravity was interpolated from observed gravity values.
 LG0117
 LG0117;                    North         East    Units  Estimated Accuracy
 LG0117;SPC NE       -   114,890.      836,750.      MT  (+/- 180 meters Scaled)
 LG0117
 LG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL524206(NAD 83)
 LG0117
 LG0117                          SUPERSEDED SURVEY CONTROL
 LG0117
 LG0117  NGVD 29 (??/??/92)  321.802  (m)         1055.78   (f) ADJ UNCH    2 0
 LG0117
 LG0117.Superseded values are not recommended for survey control.
 LG0117
 LG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0117.See file dsdata.pdf to determine how the superseded data were derived.
 LG0117
 LG0117_MARKER: DB = BENCH MARK DISK
 LG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0117_STAMPING: Y 257 1947
 LG0117_MARK LOGO: CGS
 LG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0117+STABILITY: SURFACE MOTION
 LG0117
 LG0117  HISTORY     - Date     Condition        Report By
 LG0117  HISTORY     - 1947     MONUMENTED       CGS
 LG0117  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0117  HISTORY     - 20200225 MARK NOT FOUND   NEGS
 LG0117
 LG0117                          STATION DESCRIPTION
 LG0117
 LG0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0117'3.2 MI S FROM NEHAWKA.
 LG0117'1.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE MISSOURI PACIFIC
 LG0117'RAILWAY STATION AT NEHAWKA, THENCE 1.0 MILE WEST ALONG U.S.
 LG0117'HIGHWAY 34, THENCE 1.0 MIE SOUTH ALONG A GRADED DIRT ROAD, 279.0
 LG0117'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST FROM A T
 LG0117'ROAD JUNCTION, 113.0 FEET NORTH OF THE NORTH END OF THE WEST
 LG0117'HEADWALL OF A CONCRETE CULVERT, 36.0 FEET WEST OF AND LEVEL
 LG0117'WITH THE CENTER LINE OF A NORTH-SOUTH ROAD, 24.3 FEET EAST OF A
 LG0117'14 INCH ELM TREE, 9.7 FEET WEST OF A POWER POLE, 3.0 FEET SOUTH
 LG0117'OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF
 LG0117'A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LG0117'NOTE-- BENCH MARK MAY HAVE BEEN BURIED OR DESTROYED BY ROAD
 LG0117'CONSTRUCTION.  N-S ROAD HAS BEEN WIDENED AND GRADE RAISED.
 LG0117
 LG0117                          STATION RECOVERY (1964)
 LG0117
 LG0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0117'MARK NOT FOUND.
 LG0117
 LG0117                          STATION RECOVERY (2020)
 LG0117
 LG0117'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 LG0117'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0791 ***********************************************************************
 LF0791  DESIGNATION -  Y 258
 LF0791  PID         -  LF0791
 LF0791  STATE/COUNTY-  NE/OTOE
 LF0791  COUNTRY     -  US
 LF0791  USGS QUAD   -  JULIAN (2017)
 LF0791
 LF0791                         *CURRENT SURVEY CONTROL
 LF0791  ______________________________________________________________________
 LF0791* NAD 83(1986) POSITION- 40 32 16.     (N) 095 52 28.     (W)   SCALED
 LF0791* NAVD 88 ORTHO HEIGHT -   310.292 (meters)     1018.02  (feet) ADJUSTED
 LF0791  ______________________________________________________________________
 LF0791  GEOID HEIGHT    -        -29.347 (meters)                     GEOID18
 LF0791  DYNAMIC HEIGHT  -        310.127 (meters)     1017.48  (feet) COMP
 LF0791  MODELED GRAVITY -    980,086.1   (mgal)                       NAVD 88
 LF0791
 LF0791  VERT ORDER      -  SECOND    CLASS 0
 LF0791
 LF0791.The horizontal coordinates were scaled from a map and have
 LF0791.an estimated accuracy of +/- 6 seconds.
 LF0791
 LF0791.The orthometric height was determined by differential leveling and
 LF0791.adjusted by the NATIONAL GEODETIC SURVEY
 LF0791.in June 1991.
 LF0791
 LF0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0791.GEOID18 height accuracy estimate available here.
 LF0791
 LF0791.Click photographs - Photos may exist for this station.
 LF0791
 LF0791.The dynamic height is computed by dividing the NAVD 88
 LF0791.geopotential number by the normal gravity value computed on the
 LF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0791.degrees latitude (g = 980.6199 gals.).
 LF0791
 LF0791.The modeled gravity was interpolated from observed gravity values.
 LF0791
 LF0791;                    North         East    Units  Estimated Accuracy
 LF0791;SPC NE       -    86,550.      849,320.      MT  (+/- 180 meters Scaled)
 LF0791
 LF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE565914(NAD 83)
 LF0791
 LF0791                          SUPERSEDED SURVEY CONTROL
 LF0791
 LF0791  NGVD 29 (??/??/92)  310.193  (m)         1017.69   (f) ADJ UNCH    2 0
 LF0791
 LF0791.Superseded values are not recommended for survey control.
 LF0791
 LF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0791.See file dsdata.pdf to determine how the superseded data were derived.
 LF0791
 LF0791_MARKER: DB = BENCH MARK DISK
 LF0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0791_STAMPING: Y 258 1947
 LF0791_MARK LOGO: CGS
 LF0791_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0791+STABILITY: SURFACE MOTION
 LF0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0791+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 LF0791
 LF0791  HISTORY     - Date     Condition        Report By
 LF0791  HISTORY     - 1947     MONUMENTED       CGS
 LF0791  HISTORY     - 19960625 GOOD             NEDR
 LF0791
 LF0791                          STATION DESCRIPTION
 LF0791
 LF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0791'1.1 MI N FROM JULIAN.
 LF0791'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0791'STATION AT JULIAN, AT A GRAVEL ROAD CROSSING, 99.0 FEET SOUTH
 LF0791'OF TELEPHONE POLE NO. 424/30, 73.0 FEET NORTH OF THE CENTER
 LF0791'OF AN EAST-WEST GRAVEL ROAD, 44.4 FEET EAST OF THE EAST RAIL
 LF0791'OF THE TRACK, 29.0 FEET NORTH NORTHEAST OF TELEPHONE POLE NO.
 LF0791'19F, 1.3 FOOT NORTH OF A REFERENCE POST, 0.6 FOOT WEST OF THE
 LF0791'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET
 LF0791'BELOW THE TRACK AND PROJECTING 0.2 FOOT.
 LF0791
 LF0791                          STATION RECOVERY (1996)
 LF0791
 LF0791'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 LF0791'RECOVERED IN GOOD CONDITION, 1.1 MI (1.8 KM) NORTH ALONG THE MISSOURI
 LF0791'PACIFIC RAILROAD FROM JULIAN, AT A ROAD CROSSING, 99.0 FT (30.2 M)
 LF0791'SOUTH OF AN OLD TELEPHONE POLE WITH A 3/4 MILE SIGN, 74 FT (22.6 M)
 LF0791'NORTHEAST OF THE CENTER OF THE CROSSING, 70.0 FT (21.3 M) NORTH OF THE
 LF0791'CENTERLINE OF THE ROAD, 45.0 FT (13.7 M) EAST OF THE EAST RAIL OF THE
 LF0791'TRACKS, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND RECESSED 0.3 FT (9.1
 LF0791'CM) BELOW THE GROUND SURFACE, SET INTO THE TOP OF A 10-INCH SQUARE
 LF0791'CONCRETE POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE WEST SIDE OF
 LF0791'THE MARK.  MARK IS ON RAILROAD RIGHT-OF-WAY AND IN THE SW1/4, SEC29,
 LF0791'T7N, R14E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0605 ***********************************************************************
 LF0605  DESIGNATION -  Y 260
 LF0605  PID         -  LF0605
 LF0605  STATE/COUNTY-  NE/RICHARDSON
 LF0605  COUNTRY     -  US
 LF0605  USGS QUAD   -  VERDON (2017)
 LF0605
 LF0605                         *CURRENT SURVEY CONTROL
 LF0605  ______________________________________________________________________
 LF0605* NAD 83(1986) POSITION- 40 13 58.     (N) 095 42 03.     (W)   SCALED
 LF0605* NAVD 88 ORTHO HEIGHT -   347.639 (meters)     1140.55  (feet) ADJUSTED
 LF0605  ______________________________________________________________________
 LF0605  GEOID HEIGHT    -        -30.071 (meters)                     GEOID18
 LF0605  DYNAMIC HEIGHT  -        347.446 (meters)     1139.91  (feet) COMP
 LF0605  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LF0605
 LF0605  VERT ORDER      -  SECOND    CLASS 0
 LF0605
 LF0605.The horizontal coordinates were scaled from a map and have
 LF0605.an estimated accuracy of +/- 6 seconds.
 LF0605
 LF0605.The orthometric height was determined by differential leveling and
 LF0605.adjusted by the NATIONAL GEODETIC SURVEY
 LF0605.in June 1991.
 LF0605
 LF0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0605.GEOID18 height accuracy estimate available here.
 LF0605
 LF0605.Click photographs - Photos may exist for this station.
 LF0605
 LF0605.The dynamic height is computed by dividing the NAVD 88
 LF0605.geopotential number by the normal gravity value computed on the
 LF0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0605.degrees latitude (g = 980.6199 gals.).
 LF0605
 LF0605.The modeled gravity was interpolated from observed gravity values.
 LF0605
 LF0605;                    North         East    Units  Estimated Accuracy
 LF0605;SPC NE       -    53,450.      865,690.      MT  (+/- 180 meters Scaled)
 LF0605
 LF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE702570(NAD 83)
 LF0605
 LF0605                          SUPERSEDED SURVEY CONTROL
 LF0605
 LF0605  NGVD 29 (??/??/92)  347.560  (m)         1140.29   (f) ADJ UNCH    2 0
 LF0605
 LF0605.Superseded values are not recommended for survey control.
 LF0605
 LF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0605.See file dsdata.pdf to determine how the superseded data were derived.
 LF0605
 LF0605_MARKER: DB = BENCH MARK DISK
 LF0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0605_STAMPING: Y 260 1947
 LF0605_MARK LOGO: CGS
 LF0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0605+STABILITY: SURFACE MOTION
 LF0605
 LF0605  HISTORY     - Date     Condition        Report By
 LF0605  HISTORY     - 1947     MONUMENTED       CGS
 LF0605  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0605
 LF0605                          STATION DESCRIPTION
 LF0605
 LF0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0605'1.3 MI SW FROM SHUBERT.
 LF0605'0.4 MILE SOUTH ALONG MAIN STREET AND 0.9 MILE WEST ALONG STATE
 LF0605'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, AT THE TOP OF A
 LF0605'PROMINENT HILL, 55.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 LF0605'23.0 FEET EAST OF THE CENTER OF A PRIVATE ROAD LEADING SOUTH
 LF0605'INTO A FIELD, 3.7 FEET EAST OF POWER LINE POLE NO. 610, 2.0 FEET
 LF0605'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET
 LF0605'ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 LF0605
 LF0605                          STATION RECOVERY (1966)
 LF0605
 LF0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0605'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0864 ***********************************************************************
 NM0864  DESIGNATION -  Y 261
 NM0864  PID         -  NM0864
 NM0864  STATE/COUNTY-  NE/DAKOTA
 NM0864  COUNTRY     -  US
 NM0864  USGS QUAD   -  WATERBURY (2017)
 NM0864
 NM0864                         *CURRENT SURVEY CONTROL
 NM0864  ______________________________________________________________________
 NM0864* NAD 83(1986) POSITION- 42 28 44.     (N) 096 37 31.     (W)   SCALED
 NM0864* NAVD 88 ORTHO HEIGHT -   356.983 (meters)     1171.20  (feet) ADJUSTED
 NM0864  ______________________________________________________________________
 NM0864  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 NM0864  DYNAMIC HEIGHT  -        356.869 (meters)     1170.83  (feet) COMP
 NM0864  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 NM0864
 NM0864  VERT ORDER      -  SECOND    CLASS 0
 NM0864
 NM0864.The horizontal coordinates were scaled from a map and have
 NM0864.an estimated accuracy of +/- 6 seconds.
 NM0864
 NM0864.The orthometric height was determined by differential leveling and
 NM0864.adjusted by the NATIONAL GEODETIC SURVEY
 NM0864.in June 1991.
 NM0864
 NM0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0864.GEOID18 height accuracy estimate available here.
 NM0864
 NM0864.Click photographs - Photos may exist for this station.
 NM0864
 NM0864.The dynamic height is computed by dividing the NAVD 88
 NM0864.geopotential number by the normal gravity value computed on the
 NM0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0864.degrees latitude (g = 980.6199 gals.).
 NM0864
 NM0864.The modeled gravity was interpolated from observed gravity values.
 NM0864
 NM0864;                    North         East    Units  Estimated Accuracy
 NM0864;SPC NE       -   299,150.      777,370.      MT  (+/- 180 meters Scaled)
 NM0864
 NM0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN951056(NAD 83)
 NM0864
 NM0864                          SUPERSEDED SURVEY CONTROL
 NM0864
 NM0864  NGVD 29 (??/??/92)  356.811  (m)         1170.64   (f) ADJ UNCH    2 0
 NM0864
 NM0864.Superseded values are not recommended for survey control.
 NM0864
 NM0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0864.See file dsdata.pdf to determine how the superseded data were derived.
 NM0864
 NM0864_MARKER: DB = BENCH MARK DISK
 NM0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0864_STAMPING: Y 261 1948
 NM0864_MARK LOGO: CGS
 NM0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0864+STABILITY: SURFACE MOTION
 NM0864
 NM0864  HISTORY     - Date     Condition        Report By
 NM0864  HISTORY     - 1948     MONUMENTED       CGS
 NM0864  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0864
 NM0864                          STATION DESCRIPTION
 NM0864
 NM0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0864'0.6 MI NW FROM WILLIS.
 NM0864'0.25 MILE NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM THE JUNCTION
 NM0864'WITH U.S. HIGHWAY NO. 20 AT WILLIS, THENCE 0.3 MILE EAST ALONG A
 NM0864'DIRT ROAD, 0.3 MILE EAST OF BENCH MARK X 261, ON THE EAST SLOPE
 NM0864'OF A HILL, 0.1 MILE WEST OF A PRIVATE ROAD LEADING SOUTH TO A
 NM0864'FARMHOUSE, 68.2 FEET SOUTHEAST OF TELEPHONE POLE NO. 6, 30.0
 NM0864'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A
 NM0864'FENCE, 1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0864'CONCRETE POST PROJECTING 0.2 ABOVE THE GROUND.
 NM0864
 NM0864                          STATION RECOVERY (2020)
 NM0864
 NM0864'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0864'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0672 ***********************************************************************
 NM0672  DESIGNATION -  Y 262
 NM0672  PID         -  NM0672
 NM0672  STATE/COUNTY-  NE/DAKOTA
 NM0672  COUNTRY     -  US
 NM0672  USGS QUAD   -  JACKSON (2017)
 NM0672
 NM0672                         *CURRENT SURVEY CONTROL
 NM0672  ______________________________________________________________________
 NM0672* NAD 83(1986) POSITION- 42 26 54.     (N) 096 33 29.     (W)   SCALED
 NM0672* NAVD 88 ORTHO HEIGHT -   342.314 (meters)     1123.08  (feet) ADJUSTED
 NM0672  ______________________________________________________________________
 NM0672  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 NM0672  DYNAMIC HEIGHT  -        342.203 (meters)     1122.71  (feet) COMP
 NM0672  MODELED GRAVITY -    980,290.2   (mgal)                       NAVD 88
 NM0672
 NM0672  VERT ORDER      -  SECOND    CLASS 0
 NM0672
 NM0672.The horizontal coordinates were scaled from a map and have
 NM0672.an estimated accuracy of +/- 6 seconds.
 NM0672
 NM0672.The orthometric height was determined by differential leveling and
 NM0672.adjusted by the NATIONAL GEODETIC SURVEY
 NM0672.in June 1991.
 NM0672
 NM0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0672.GEOID18 height accuracy estimate available here.
 NM0672
 NM0672.Click photographs - Photos may exist for this station.
 NM0672
 NM0672.The dynamic height is computed by dividing the NAVD 88
 NM0672.geopotential number by the normal gravity value computed on the
 NM0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0672.degrees latitude (g = 980.6199 gals.).
 NM0672
 NM0672.The modeled gravity was interpolated from observed gravity values.
 NM0672
 NM0672;                    North         East    Units  Estimated Accuracy
 NM0672;SPC NE       -   295,980.      783,020.      MT  (+/- 180 meters Scaled)
 NM0672
 NM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN008024(NAD 83)
 NM0672
 NM0672                          SUPERSEDED SURVEY CONTROL
 NM0672
 NM0672  NGVD 29 (??/??/92)  342.147  (m)         1122.53   (f) ADJ UNCH    2 0
 NM0672
 NM0672.Superseded values are not recommended for survey control.
 NM0672
 NM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0672.See file dsdata.pdf to determine how the superseded data were derived.
 NM0672
 NM0672_MARKER: DB = BENCH MARK DISK
 NM0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0672_SP_SET: ABUTMENT
 NM0672_STAMPING: Y 262 1948
 NM0672_MARK LOGO: CGS
 NM0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0672
 NM0672  HISTORY     - Date     Condition        Report By
 NM0672  HISTORY     - 1948     MONUMENTED       CGS
 NM0672
 NM0672                          STATION DESCRIPTION
 NM0672
 NM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0672'0.5 MI E FROM JACKSON.
 NM0672'0.5 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0672'JACKSON, SET IN THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE
 NM0672'BRIDGE OVER ELK CREEK DITCH, 13.7 FEET SOUTH OF THE CENTER LINE
 NM0672'OF THE HIGHWAY, 5.4 FEET NORTHEAST OF THE TOP OF THE SOUTHWEST
 NM0672'END OF THE ABUTMENT, 1.2 FEET NORTHWEST OF THE SOUTHEAST FACE OF
 NM0672'THE ABUTMENT, 0.8 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0044 ***********************************************************************
 LH0044  DESIGNATION -  Y 269
 LH0044  PID         -  LH0044
 LH0044  STATE/COUNTY-  NE/HALL
 LH0044  COUNTRY     -  US
 LH0044  USGS QUAD   -  DONIPHAN (2017)
 LH0044
 LH0044                         *CURRENT SURVEY CONTROL
 LH0044  ______________________________________________________________________
 LH0044* NAD 83(1986) POSITION- 40 48 46.     (N) 098 22 06.     (W)   SCALED
 LH0044* NAVD 88 ORTHO HEIGHT -   573.898 (meters)     1882.86  (feet) ADJUSTED
 LH0044  ______________________________________________________________________
 LH0044  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 LH0044  DYNAMIC HEIGHT  -        573.590 (meters)     1881.85  (feet) COMP
 LH0044  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 LH0044
 LH0044  VERT ORDER      -  FIRST     CLASS II
 LH0044
 LH0044.The horizontal coordinates were scaled from a map and have
 LH0044.an estimated accuracy of +/- 6 seconds.
 LH0044
 LH0044.The orthometric height was determined by differential leveling and
 LH0044.adjusted by the NATIONAL GEODETIC SURVEY
 LH0044.in June 1991.
 LH0044
 LH0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0044.GEOID18 height accuracy estimate available here.
 LH0044
 LH0044.Click photographs - Photos may exist for this station.
 LH0044
 LH0044.The dynamic height is computed by dividing the NAVD 88
 LH0044.geopotential number by the normal gravity value computed on the
 LH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0044.degrees latitude (g = 980.6199 gals.).
 LH0044
 LH0044.The modeled gravity was interpolated from observed gravity values.
 LH0044
 LH0044;                    North         East    Units  Estimated Accuracy
 LH0044;SPC NE       -   110,040.      637,620.      MT  (+/- 180 meters Scaled)
 LH0044
 LH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532181(NAD 83)
 LH0044
 LH0044                          SUPERSEDED SURVEY CONTROL
 LH0044
 LH0044  NGVD 29 (??/??/92)  573.657  (m)         1882.07   (f) ADJ UNCH    1 2
 LH0044
 LH0044.Superseded values are not recommended for survey control.
 LH0044
 LH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0044.See file dsdata.pdf to determine how the superseded data were derived.
 LH0044
 LH0044_MARKER: DB = BENCH MARK DISK
 LH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0044_STAMPING: Y 269 1947
 LH0044_MARK LOGO: CGS
 LH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0044+STABILITY: SURFACE MOTION
 LH0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0044+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0044
 LH0044  HISTORY     - Date     Condition        Report By
 LH0044  HISTORY     - 1947     MONUMENTED       CGS
 LH0044  HISTORY     - 19910925 GOOD             NGS
 LH0044
 LH0044                          STATION DESCRIPTION
 LH0044
 LH0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0044'3 MI N FROM DONIPHAN.
 LH0044'3.0 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0044'AT DONIPHAN, AT A ROAD CROSSING, 110.3 FEET WEST OF THE FOURTH
 LH0044'POLE NORTH OF MILEPOST 243, 64.2 FEET WEST OF THE WEST TRACK,
 LH0044'48.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 27.8 FEET
 LH0044'SOUTHWEST OF THE FIRST POWER POLE NORTH OF THE ROAD CROSSING,
 LH0044'23.5 FEET SOUTHEAST OF A FENCE CORNER, 3.9 FEET EAST OF THE
 LH0044'FIRST TELEPHONE POLE WEST OF THE RAILWAY, 3.0 FEET NORTHWEST
 LH0044'OF A REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, SET IN THE
 LH0044'TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE
 LH0044'OF THE GROUND.
 LH0044
 LH0044                          STATION RECOVERY (1991)
 LH0044
 LH0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0044'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0044'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI)
 LH0044'NORTHEASTERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY
 LH0044'ALONG A GRAVELED ROAD, 41.4 M (135.8 FT) WEST OF THE CENTER OF A
 LH0044'GRAVELED ROAD, 14.0 M (45.9 FT) NORTH OF AND LEVEL WITH THE ROAD
 LH0044'CENTER, 7.6 M (24.9 FT) SOUTH-SOUTHWEST OF A T-JUNCTION UTILITY POLE
 LH0044'WITH A GUY CABLE, 8.8 M (28.9 FT) EAST-SOUTHEAST OF A UTILITY
 LH0044'JUNCTION BOX, 7.2 M (23.6 FT) NORTHEAST OF A FENCE CORNER, 4.9 M
 LH0044'(16.1 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENTS
 LH0044'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0275 ***********************************************************************
 NO0275  DESIGNATION -  Y 27
 NO0275  PID         -  NO0275
 NO0275  STATE/COUNTY-  NE/CHERRY
 NO0275  COUNTRY     -  US
 NO0275  USGS QUAD   -  WHITMAN NW (2017)
 NO0275
 NO0275                         *CURRENT SURVEY CONTROL
 NO0275  ______________________________________________________________________
 NO0275* NAD 83(1986) POSITION- 42 14 42.57   (N) 101 44 31.70   (W)   HD_HELD1
 NO0275* NAVD 88 ORTHO HEIGHT -  1172.639 (meters)     3847.23  (feet) ADJUSTED
 NO0275  ______________________________________________________________________
 NO0275  GEOID HEIGHT    -        -19.089 (meters)                     GEOID18
 NO0275  DYNAMIC HEIGHT  -       1172.020 (meters)     3845.20  (feet) COMP
 NO0275  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 NO0275
 NO0275  VERT ORDER      -  SECOND    CLASS 0
 NO0275
 NO0275.The horizontal coordinates were determined by differentially corrected
 NO0275.hand held GPS observations or other comparable positioning techniques
 NO0275.and have an estimated accuracy of +/- 3 meters.
 NO0275
 NO0275.The orthometric height was determined by differential leveling and
 NO0275.adjusted by the NATIONAL GEODETIC SURVEY
 NO0275.in June 1991.
 NO0275
 NO0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0275.GEOID18 height accuracy estimate available here.
 NO0275
 NO0275.Click photographs - Photos may exist for this station.
 NO0275
 NO0275.The dynamic height is computed by dividing the NAVD 88
 NO0275.geopotential number by the normal gravity value computed on the
 NO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0275.degrees latitude (g = 980.6199 gals.).
 NO0275
 NO0275.The modeled gravity was interpolated from observed gravity values.
 NO0275
 NO0275;                    North         East    Units  Estimated Accuracy
 NO0275;SPC NE       -   269,229.6     356,264.7     MT  (+/- 3 meters HH1 GPS) 
 NO0275
 NO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7376780637(NAD 83)
 NO0275
 NO0275                          SUPERSEDED SURVEY CONTROL
 NO0275
 NO0275  NGVD 29 (??/??/92) 1172.179  (m)         3845.72   (f) ADJ UNCH    2 0
 NO0275
 NO0275.Superseded values are not recommended for survey control.
 NO0275
 NO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0275.See file dsdata.pdf to determine how the superseded data were derived.
 NO0275
 NO0275_MARKER: DB = BENCH MARK DISK
 NO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0275_STAMPING: Y 27 1934
 NO0275_MARK LOGO: CGS
 NO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0275+STABILITY: SURFACE MOTION
 NO0275
 NO0275  HISTORY     - Date     Condition        Report By
 NO0275  HISTORY     - 1934     MONUMENTED       CGS
 NO0275  HISTORY     - 1948     GOOD             CGS
 NO0275
 NO0275                          STATION DESCRIPTION
 NO0275
 NO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0275'20.3 MI N FROM HYANNIS.
 NO0275'IN CHERRY COUNTY, 20.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0275'HYANNIS, GRANT COUNTY, 18 YARDS FROM THE HIGHWAY, AND 2 FEET
 NO0275'NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NO0275'Y 27 1934 AND SET IN THE TOP OF A CONCRETE POST.  17.0 MILES
 NO0275'(AIR LINE) NORTH OF HYANNIS 3.1 MILES NORTH OF ROTHWELL RANCH
 NO0275'HOUSE, IN THE SOUTHEAST 1/4 SEC. 9, T. 26 N., R. 38 W., 0.7
 NO0275'MILES EAST-SOUTHEAST OF WINDMILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1417 ***********************************************************************
 NM1417  DESIGNATION -  Y 270
 NM1417  PID         -  NM1417
 NM1417  STATE/COUNTY-  NE/KNOX
 NM1417  COUNTRY     -  US
 NM1417  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1417
 NM1417                         *CURRENT SURVEY CONTROL
 NM1417  ______________________________________________________________________
 NM1417* NAD 83(1986) POSITION- 42 48 04.     (N) 097 37 54.     (W)   SCALED
 NM1417* NAVD 88 ORTHO HEIGHT -   454.572 (meters)     1491.38  (feet) ADJUSTED
 NM1417  ______________________________________________________________________
 NM1417  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 NM1417  DYNAMIC HEIGHT  -        454.429 (meters)     1490.91  (feet) COMP
 NM1417  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 NM1417
 NM1417  VERT ORDER      -  SECOND    CLASS 0
 NM1417
 NM1417.The horizontal coordinates were scaled from a map and have
 NM1417.an estimated accuracy of +/- 6 seconds.
 NM1417
 NM1417.The orthometric height was determined by differential leveling and
 NM1417.adjusted by the NATIONAL GEODETIC SURVEY
 NM1417.in June 1991.
 NM1417
 NM1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1417.GEOID18 height accuracy estimate available here.
 NM1417
 NM1417.Click photographs - Photos may exist for this station.
 NM1417
 NM1417.The dynamic height is computed by dividing the NAVD 88
 NM1417.geopotential number by the normal gravity value computed on the
 NM1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1417.degrees latitude (g = 980.6199 gals.).
 NM1417
 NM1417.The modeled gravity was interpolated from observed gravity values.
 NM1417
 NM1417;                    North         East    Units  Estimated Accuracy
 NM1417;SPC NE       -   332,180.      693,700.      MT  (+/- 180 meters Scaled)
 NM1417
 NM1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN118396(NAD 83)
 NM1417
 NM1417                          SUPERSEDED SURVEY CONTROL
 NM1417
 NM1417  NGVD 29 (??/??/92)  454.355  (m)         1490.66   (f) ADJ UNCH    2 0
 NM1417
 NM1417.Superseded values are not recommended for survey control.
 NM1417
 NM1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1417.See file dsdata.pdf to determine how the superseded data were derived.
 NM1417
 NM1417_MARKER: DB = BENCH MARK DISK
 NM1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1417_STAMPING: Y 270 1949
 NM1417_MARK LOGO: CGS
 NM1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1417+STABILITY: SURFACE MOTION
 NM1417
 NM1417  HISTORY     - Date     Condition        Report By
 NM1417  HISTORY     - 1949     MONUMENTED       CGS
 NM1417  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM1417
 NM1417                          STATION DESCRIPTION
 NM1417
 NM1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1417'15 MI NW FROM CROFTON.
 NM1417'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1417'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1417'12, THENCE 4.7 MILES NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 NM1417'NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 0.35 MILE NORTHWEST
 NM1417'ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTHEAST OF THE TWO BAR-RANCH,
 NM1417'ON THE INSIDE OF A CURVE IN THE DIRT ROAD, 31 FEET NORTHEAST OF
 NM1417'THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTHWEST OF A FENCE, 1.3
 NM1417'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM1417'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 NM1417'MARK IS 1.0 MILE WEST AND 0.2 MILE SOUTH OF BENCH MARK W 270.
 NM1417
 NM1417                          STATION RECOVERY (1967)
 NM1417
 NM1417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM1417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1379 ***********************************************************************
 NM1379  DESIGNATION -  Y 271
 NM1379  PID         -  NM1379
 NM1379  STATE/COUNTY-  NE/KNOX
 NM1379  COUNTRY     -  US
 NM1379  USGS QUAD   -  SPRINGFIELD (2017)
 NM1379
 NM1379                         *CURRENT SURVEY CONTROL
 NM1379  ______________________________________________________________________
 NM1379* NAD 83(1986) POSITION- 42 46 24.     (N) 097 53 10.     (W)   SCALED
 NM1379* NAVD 88 ORTHO HEIGHT -   410.350 (meters)     1346.29  (feet) ADJUSTED
 NM1379  ______________________________________________________________________
 NM1379  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 NM1379  DYNAMIC HEIGHT  -        410.210 (meters)     1345.83  (feet) COMP
 NM1379  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 NM1379
 NM1379  VERT ORDER      -  SECOND    CLASS 0
 NM1379
 NM1379.The horizontal coordinates were scaled from a map and have
 NM1379.an estimated accuracy of +/- 6 seconds.
 NM1379
 NM1379.The orthometric height was determined by differential leveling and
 NM1379.adjusted by the NATIONAL GEODETIC SURVEY
 NM1379.in June 1991.
 NM1379
 NM1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1379.GEOID18 height accuracy estimate available here.
 NM1379
 NM1379.Click photographs - Photos may exist for this station.
 NM1379
 NM1379.The dynamic height is computed by dividing the NAVD 88
 NM1379.geopotential number by the normal gravity value computed on the
 NM1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1379.degrees latitude (g = 980.6199 gals.).
 NM1379
 NM1379.The modeled gravity was interpolated from observed gravity values.
 NM1379
 NM1379;                    North         East    Units  Estimated Accuracy
 NM1379;SPC NE       -   328,560.      672,970.      MT  (+/- 180 meters Scaled)
 NM1379
 NM1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN911362(NAD 83)
 NM1379
 NM1379                          SUPERSEDED SURVEY CONTROL
 NM1379
 NM1379  NGVD 29 (??/??/92)  410.127  (m)         1345.56   (f) ADJ UNCH    2 0
 NM1379
 NM1379.Superseded values are not recommended for survey control.
 NM1379
 NM1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1379.See file dsdata.pdf to determine how the superseded data were derived.
 NM1379
 NM1379_MARKER: DB = BENCH MARK DISK
 NM1379_STAMPING: Y 271 1949
 NM1379_MARK LOGO: CGS
 NM1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1379
 NM1379  HISTORY     - Date     Condition        Report By
 NM1379  HISTORY     - 1949     MONUMENTED       CGS
 NM1379  HISTORY     - 1970     GOOD             NGS
 NM1379
 NM1379                          STATION DESCRIPTION
 NM1379
 NM1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1379'5.8 MI SW FROM SANTEE.
 NM1379'ABOUT 5.85 MILES SOUTHWEST ALONG A NEW SURFACED ROAD FROM THE
 NM1379'COMMUNITY HALL AT SANTEE, 190 FEET SOUTH OF THE CENTER OF THE
 NM1379'NEW ROAD, 4 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A
 NM1379'FENCE CORNER, AND 1 FOOT WEST OF A METAL WITNESS POST, AND 41
 NM1379'FEET SOUTH OF THE CENTER OF THE OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1054 ***********************************************************************
 NM1054  DESIGNATION -  Y 272
 NM1054  PID         -  NM1054
 NM1054  STATE/COUNTY-  NE/CEDAR
 NM1054  COUNTRY     -  US
 NM1054  USGS QUAD   -  SAINT HELENA (2017)
 NM1054
 NM1054                         *CURRENT SURVEY CONTROL
 NM1054  ______________________________________________________________________
 NM1054* NAD 83(1986) POSITION- 42 46 30.     (N) 097 11 00.     (W)   SCALED
 NM1054* NAVD 88 ORTHO HEIGHT -   359.127 (meters)     1178.24  (feet) ADJUSTED
 NM1054  ______________________________________________________________________
 NM1054  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 NM1054  DYNAMIC HEIGHT  -        359.021 (meters)     1177.89  (feet) COMP
 NM1054  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 NM1054
 NM1054  VERT ORDER      -  SECOND    CLASS 0
 NM1054
 NM1054.The horizontal coordinates were scaled from a map and have
 NM1054.an estimated accuracy of +/- 6 seconds.
 NM1054
 NM1054.The orthometric height was determined by differential leveling and
 NM1054.adjusted by the NATIONAL GEODETIC SURVEY
 NM1054.in June 1991.
 NM1054
 NM1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1054.GEOID18 height accuracy estimate available here.
 NM1054
 NM1054.Click photographs - Photos may exist for this station.
 NM1054
 NM1054.The dynamic height is computed by dividing the NAVD 88
 NM1054.geopotential number by the normal gravity value computed on the
 NM1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1054.degrees latitude (g = 980.6199 gals.).
 NM1054
 NM1054.The modeled gravity was interpolated from observed gravity values.
 NM1054
 NM1054;                    North         East    Units  Estimated Accuracy
 NM1054;SPC NE       -   330,380.      730,450.      MT  (+/- 180 meters Scaled)
 NM1054
 NM1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN486374(NAD 83)
 NM1054
 NM1054                          SUPERSEDED SURVEY CONTROL
 NM1054
 NM1054  NGVD 29 (??/??/92)  358.924  (m)         1177.57   (f) ADJ UNCH    2 0
 NM1054
 NM1054.Superseded values are not recommended for survey control.
 NM1054
 NM1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1054.See file dsdata.pdf to determine how the superseded data were derived.
 NM1054
 NM1054_MARKER: DB = BENCH MARK DISK
 NM1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1054_STAMPING: Y 272 1949
 NM1054_MARK LOGO: CGS
 NM1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1054+STABILITY: SURFACE MOTION
 NM1054
 NM1054  HISTORY     - Date     Condition        Report By
 NM1054  HISTORY     - 1949     MONUMENTED       CGS
 NM1054
 NM1054                          STATION DESCRIPTION
 NM1054
 NM1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1054'3 MI NW FROM WYNOT.
 NM1054'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1054'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1054'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE NORTHWEST
 NM1054'ALONG A GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 NM1054'ROAD, THENCE 0.3 MILE NORTHWEST ALONG A GRADED DIRT ROAD, 51
 NM1054'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET NORT OF
 NM1054'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 25.0 FEET NORTH
 NM1054'OF THE CENTER OF A WIRE GATE, 14.0 FEET NORTHEAST OF A FENCE,
 NM1054'1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A 5.5 FOOT
 NM1054'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0310 ***********************************************************************
 NN0310  DESIGNATION -  Y 273
 NN0310  PID         -  NN0310
 NN0310  STATE/COUNTY-  NE/BOYD
 NN0310  COUNTRY     -  US
 NN0310  USGS QUAD   -  GROSS (2017)
 NN0310
 NN0310                         *CURRENT SURVEY CONTROL
 NN0310  ______________________________________________________________________
 NN0310* NAD 83(1986) POSITION- 42 55 47.     (N) 098 35 06.     (W)   SCALED
 NN0310* NAVD 88 ORTHO HEIGHT -   528.147 (meters)     1732.76  (feet) ADJUSTED
 NN0310  ______________________________________________________________________
 NN0310  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 NN0310  DYNAMIC HEIGHT  -        527.958 (meters)     1732.14  (feet) COMP
 NN0310  MODELED GRAVITY -    980,247.2   (mgal)                       NAVD 88
 NN0310
 NN0310  VERT ORDER      -  SECOND    CLASS 0
 NN0310
 NN0310.The horizontal coordinates were scaled from a map and have
 NN0310.an estimated accuracy of +/- 6 seconds.
 NN0310
 NN0310.The orthometric height was determined by differential leveling and
 NN0310.adjusted by the NATIONAL GEODETIC SURVEY
 NN0310.in June 1991.
 NN0310
 NN0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0310.GEOID18 height accuracy estimate available here.
 NN0310
 NN0310.Click photographs - Photos may exist for this station.
 NN0310
 NN0310.The dynamic height is computed by dividing the NAVD 88
 NN0310.geopotential number by the normal gravity value computed on the
 NN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0310.degrees latitude (g = 980.6199 gals.).
 NN0310
 NN0310.The modeled gravity was interpolated from observed gravity values.
 NN0310
 NN0310;                    North         East    Units  Estimated Accuracy
 NN0310;SPC NE       -   344,760.      615,500.      MT  (+/- 180 meters Scaled)
 NN0310
 NN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN338530(NAD 83)
 NN0310
 NN0310                          SUPERSEDED SURVEY CONTROL
 NN0310
 NN0310  NGVD 29 (??/??/92)  527.864  (m)         1731.83   (f) ADJ UNCH    2 0
 NN0310
 NN0310.Superseded values are not recommended for survey control.
 NN0310
 NN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0310.See file dsdata.pdf to determine how the superseded data were derived.
 NN0310
 NN0310_MARKER: DB = BENCH MARK DISK
 NN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0310_STAMPING: Y 273 1949
 NN0310_MARK LOGO: CGS
 NN0310_PROJECTION: FLUSH
 NN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0310+STABILITY: SURFACE MOTION
 NN0310
 NN0310  HISTORY     - Date     Condition        Report By
 NN0310  HISTORY     - 1949     MONUMENTED       CGS
 NN0310
 NN0310                          STATION DESCRIPTION
 NN0310
 NN0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0310'5.9 MI N FROM BRISTOW.
 NN0310'5.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0310'BRISTOW, IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 NN0310'104.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NN0310'28.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 67.0
 NN0310'FEET WEST OF A CORNER FENCE POST, 25.0 FEET EAST OF TELEPHONE POLE
 NN0310'NO. LS 435, 1.3 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A
 NN0310'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 NN0310'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1055 ***********************************************************************
 NM1055  DESIGNATION -  Y 274
 NM1055  PID         -  NM1055
 NM1055  STATE/COUNTY-  NE/CEDAR
 NM1055  COUNTRY     -  US
 NM1055  USGS QUAD   -  SAINT HELENA (2017)
 NM1055
 NM1055                         *CURRENT SURVEY CONTROL
 NM1055  ______________________________________________________________________
 NM1055* NAD 83(1986) POSITION- 42 46 17.     (N) 097 10 21.     (W)   SCALED
 NM1055* NAVD 88 ORTHO HEIGHT -   353.941 (meters)     1161.22  (feet) ADJUSTED
 NM1055  ______________________________________________________________________
 NM1055  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 NM1055  DYNAMIC HEIGHT  -        353.837 (meters)     1160.88  (feet) COMP
 NM1055  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 NM1055
 NM1055  VERT ORDER      -  SECOND    CLASS 0
 NM1055
 NM1055.The horizontal coordinates were scaled from a map and have
 NM1055.an estimated accuracy of +/- 6 seconds.
 NM1055
 NM1055.The orthometric height was determined by differential leveling and
 NM1055.adjusted by the NATIONAL GEODETIC SURVEY
 NM1055.in June 1991.
 NM1055
 NM1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1055.GEOID18 height accuracy estimate available here.
 NM1055
 NM1055.Click photographs - Photos may exist for this station.
 NM1055
 NM1055.The dynamic height is computed by dividing the NAVD 88
 NM1055.geopotential number by the normal gravity value computed on the
 NM1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1055.degrees latitude (g = 980.6199 gals.).
 NM1055
 NM1055.The modeled gravity was interpolated from observed gravity values.
 NM1055
 NM1055;                    North         East    Units  Estimated Accuracy
 NM1055;SPC NE       -   330,010.      731,350.      MT  (+/- 180 meters Scaled)
 NM1055
 NM1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN495370(NAD 83)
 NM1055
 NM1055                          SUPERSEDED SURVEY CONTROL
 NM1055
 NM1055  NGVD 29 (??/??/92)  353.739  (m)         1160.56   (f) ADJ UNCH    2 0
 NM1055
 NM1055.Superseded values are not recommended for survey control.
 NM1055
 NM1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1055.See file dsdata.pdf to determine how the superseded data were derived.
 NM1055
 NM1055_MARKER: DB = BENCH MARK DISK
 NM1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1055_STAMPING: Y 274 1949
 NM1055_MARK LOGO: CGS
 NM1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1055+STABILITY: SURFACE MOTION
 NM1055
 NM1055  HISTORY     - Date     Condition        Report By
 NM1055  HISTORY     - 1949     MONUMENTED       CGS
 NM1055
 NM1055                          STATION DESCRIPTION
 NM1055
 NM1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1055'2.4 MI NW FROM WYNOT.
 NM1055'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1055'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1055'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE NORTHWEST
 NM1055'ALONG A GRAVELED ROAD, AT THE FARM HOME OF L.A. BENDER, 178 FEET
 NM1055'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 45.0 FEET
 NM1055'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 12.5 FEET NORTH OF
 NM1055'THE CENTER OF THE EAST YARD FENCE GATE, 9.4 FEET SOUTHWEST OF
 NM1055'A POWER POLE, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A 5.5
 NM1055'FOOT CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0892 ***********************************************************************
 NM0892  DESIGNATION -  Y 275
 NM0892  PID         -  NM0892
 NM0892  STATE/COUNTY-  NE/DIXON
 NM0892  COUNTRY     -  US
 NM0892  USGS QUAD   -  MASKELL (2017)
 NM0892
 NM0892                         *CURRENT SURVEY CONTROL
 NM0892  ______________________________________________________________________
 NM0892* NAD 83(1986) POSITION- 42 42 15.     (N) 096 56 13.     (W)   SCALED
 NM0892* NAVD 88 ORTHO HEIGHT -   369.600 (meters)     1212.60  (feet) ADJUSTED
 NM0892  ______________________________________________________________________
 NM0892  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 NM0892  DYNAMIC HEIGHT  -        369.485 (meters)     1212.22  (feet) COMP
 NM0892  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 NM0892
 NM0892  VERT ORDER      -  SECOND    CLASS 0
 NM0892
 NM0892.The horizontal coordinates were scaled from a map and have
 NM0892.an estimated accuracy of +/- 6 seconds.
 NM0892
 NM0892.The orthometric height was determined by differential leveling and
 NM0892.adjusted by the NATIONAL GEODETIC SURVEY
 NM0892.in June 1991.
 NM0892
 NM0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0892.GEOID18 height accuracy estimate available here.
 NM0892
 NM0892.Click photographs - Photos may exist for this station.
 NM0892
 NM0892.The dynamic height is computed by dividing the NAVD 88
 NM0892.geopotential number by the normal gravity value computed on the
 NM0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0892.degrees latitude (g = 980.6199 gals.).
 NM0892
 NM0892.The modeled gravity was interpolated from observed gravity values.
 NM0892
 NM0892;                    North         East    Units  Estimated Accuracy
 NM0892;SPC NE       -   323,200.      750,880.      MT  (+/- 180 meters Scaled)
 NM0892
 NM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN689300(NAD 83)
 NM0892
 NM0892                          SUPERSEDED SURVEY CONTROL
 NM0892
 NM0892  NGVD 29 (??/??/92)  369.405  (m)         1211.96   (f) ADJ UNCH    2 0
 NM0892
 NM0892.Superseded values are not recommended for survey control.
 NM0892
 NM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0892.See file dsdata.pdf to determine how the superseded data were derived.
 NM0892
 NM0892_MARKER: DB = BENCH MARK DISK
 NM0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0892_STAMPING: Y 275 1949
 NM0892_MARK LOGO: CGS
 NM0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0892+STABILITY: SURFACE MOTION
 NM0892
 NM0892  HISTORY     - Date     Condition        Report By
 NM0892  HISTORY     - 1949     MONUMENTED       CGS
 NM0892  HISTORY     - 1962     GOOD             USGS
 NM0892  HISTORY     - 19960101 GOOD             NGS
 NM0892
 NM0892                          STATION DESCRIPTION
 NM0892
 NM0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0892'6.8 MI S FROM MASKELL.
 NM0892'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0892'SCHOOL AT MASKELL, THENCE 1.45 MILES EAST ALONG A GRADED DIRT
 NM0892'ROAD, THENCE 2.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 NM0892'THENCE 2.95 MILES NORTH ALONG A DIRT ROAD, AT THE FARM HOME OF
 NM0892'ORVILLE HOESING, SET BETWEEN TWO CEDAR TREES WHICH ARE 18.0 FEET
 NM0892'APART, 30 FEET WEST OF THE CENTE LINE OF THE ROAD, 49 FEET
 NM0892'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 230.0 FEET SOUTH
 NM0892'OF THE SOUTHEAST CORNER OF THE HOUSE, 7.3 FEET NORTH OF A
 NM0892'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 NM0892'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0892
 NM0892                          STATION RECOVERY (1962)
 NM0892
 NM0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0892'RECOVERED IN GOOD CONDITION.
 NM0892
 NM0892                          STATION RECOVERY (1996)
 NM0892
 NM0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MD)
 NM0892'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0890 ***********************************************************************
 NM0890  DESIGNATION -  Y 276
 NM0890  PID         -  NM0890
 NM0890  STATE/COUNTY-  NE/DIXON
 NM0890  COUNTRY     -  US
 NM0890  USGS QUAD   -  MASKELL (2017)
 NM0890
 NM0890                         *CURRENT SURVEY CONTROL
 NM0890  ______________________________________________________________________
 NM0890* NAD 83(1986) POSITION- 42 42 15.     (N) 096 54 37.     (W)   SCALED
 NM0890* NAVD 88 ORTHO HEIGHT -   364.460 (meters)     1195.73  (feet) ADJUSTED
 NM0890  ______________________________________________________________________
 NM0890  GEOID HEIGHT    -        -25.520 (meters)                     GEOID18
 NM0890  DYNAMIC HEIGHT  -        364.349 (meters)     1195.37  (feet) COMP
 NM0890  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 NM0890
 NM0890  VERT ORDER      -  SECOND    CLASS 0
 NM0890
 NM0890.The horizontal coordinates were scaled from a map and have
 NM0890.an estimated accuracy of +/- 6 seconds.
 NM0890
 NM0890.The orthometric height was determined by differential leveling and
 NM0890.adjusted by the NATIONAL GEODETIC SURVEY
 NM0890.in June 1991.
 NM0890
 NM0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0890.GEOID18 height accuracy estimate available here.
 NM0890
 NM0890.Click photographs - Photos may exist for this station.
 NM0890
 NM0890.The dynamic height is computed by dividing the NAVD 88
 NM0890.geopotential number by the normal gravity value computed on the
 NM0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0890.degrees latitude (g = 980.6199 gals.).
 NM0890
 NM0890.The modeled gravity was interpolated from observed gravity values.
 NM0890
 NM0890;                    North         East    Units  Estimated Accuracy
 NM0890;SPC NE       -   323,280.      753,060.      MT  (+/- 180 meters Scaled)
 NM0890
 NM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN711300(NAD 83)
 NM0890
 NM0890                          SUPERSEDED SURVEY CONTROL
 NM0890
 NM0890  NGVD 29 (??/??/92)  364.269  (m)         1195.11   (f) ADJ UNCH    2 0
 NM0890
 NM0890.Superseded values are not recommended for survey control.
 NM0890
 NM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0890.See file dsdata.pdf to determine how the superseded data were derived.
 NM0890
 NM0890_MARKER: DB = BENCH MARK DISK
 NM0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0890_STAMPING: Y 276 1949
 NM0890_MARK LOGO: CGS
 NM0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0890+STABILITY: SURFACE MOTION
 NM0890
 NM0890  HISTORY     - Date     Condition        Report By
 NM0890  HISTORY     - 1949     MONUMENTED       CGS
 NM0890  HISTORY     - 1962     GOOD             USGS
 NM0890
 NM0890                          STATION DESCRIPTION
 NM0890
 NM0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0890'6.6 MI NW FROM NEWCASTLE.
 NM0890'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0890'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 1.0
 NM0890'MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 NM0890'A DIRT ROAD, THENCE 1.5 MILES WEST ALONG A GRADED DIRT ROAD,
 NM0890'AT THE FARM HOME OF TONIE SORENSEN AND OCCUPIED BY GLEN THILL,
 NM0890'133 FEET NORTH OF THE CENTER LINE OF THE ROAD, 46.0 FEET NORTHWEST
 NM0890'OF THE SOUTHWEST CORNER OF THE HOUSE, 34.5 FEET NORTHEAST OF
 NM0890'THE NORTHEAST CORNER OF THE BARN, 2.0 FEET SOUTHWEST OF A FENCE,
 NM0890'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT
 NM0890'ABOVE THE GROUND.
 NM0890
 NM0890                          STATION RECOVERY (1962)
 NM0890
 NM0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0829 ***********************************************************************
 MJ0829  DESIGNATION -  Y 277
 MJ0829  PID         -  MJ0829
 MJ0829  STATE/COUNTY-  NE/SARPY
 MJ0829  COUNTRY     -  US
 MJ0829  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ0829
 MJ0829                         *CURRENT SURVEY CONTROL
 MJ0829  ______________________________________________________________________
 MJ0829* NAD 83(1986) POSITION- 41 04 18.18   (N) 095 59 24.24   (W)   HD_HELD1
 MJ0829* NAVD 88 ORTHO HEIGHT -   309.836 (meters)     1016.52  (feet) ADJUSTED
 MJ0829  ______________________________________________________________________
 MJ0829  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 MJ0829  DYNAMIC HEIGHT  -        309.710 (meters)     1016.11  (feet) COMP
 MJ0829  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 MJ0829
 MJ0829  VERT ORDER      -  SECOND    CLASS 0
 MJ0829
 MJ0829.The horizontal coordinates were determined by differentially corrected
 MJ0829.hand held GPS observations or other comparable positioning techniques
 MJ0829.and have an estimated accuracy of +/- 3 meters.
 MJ0829
 MJ0829.The orthometric height was determined by differential leveling and
 MJ0829.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0829.in June 1991.
 MJ0829
 MJ0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0829.GEOID18 height accuracy estimate available here.
 MJ0829
 MJ0829.Click photographs - Photos may exist for this station.
 MJ0829
 MJ0829.The dynamic height is computed by dividing the NAVD 88
 MJ0829.geopotential number by the normal gravity value computed on the
 MJ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0829.degrees latitude (g = 980.6199 gals.).
 MJ0829
 MJ0829.The modeled gravity was interpolated from observed gravity values.
 MJ0829
 MJ0829;                    North         East    Units  Estimated Accuracy
 MJ0829;SPC NE       -   145,304.3     836,784.3     MT  (+/- 3 meters HH1 GPS) 
 MJ0829
 MJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4878751027(NAD 83)
 MJ0829
 MJ0829                          SUPERSEDED SURVEY CONTROL
 MJ0829
 MJ0829  NGVD 29 (??/??/92)  309.742  (m)         1016.21   (f) ADJ UNCH    2 0
 MJ0829
 MJ0829.Superseded values are not recommended for survey control.
 MJ0829
 MJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0829.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0829
 MJ0829_MARKER: DB = BENCH MARK DISK
 MJ0829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ0829_SP_SET: CULVERT HEADWALL
 MJ0829_STAMPING: Y 277 1950
 MJ0829_MARK LOGO: CGS
 MJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0829+STABILITY: SURFACE MOTION
 MJ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0829+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 MJ0829
 MJ0829  HISTORY     - Date     Condition        Report By
 MJ0829  HISTORY     - 1950     MONUMENTED       CGS
 MJ0829  HISTORY     - 20100506 GOOD             INDIV
 MJ0829  HISTORY     - 20160614 GOOD             INDIV
 MJ0829
 MJ0829                          STATION DESCRIPTION
 MJ0829
 MJ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0829'3.6 MI W FROM LA PLATTE.
 MJ0829'3.65 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MJ0829'LA PLATTE, AT A T ROAD JUNCTION, 11 FEET EAST OF THE EXTENDED
 MJ0829'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 16
 MJ0829'FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 1.5 FEET ABOVE
 MJ0829'THE LEVEL OF THE ROAD, SET IN THE TOP OF A THE CENTER OF THE
 MJ0829'NORTHEAST HEADWALL OF A CONCRETE CULVERT, 5.1 FEET EAST OF THE
 MJ0829'WEST END OF THE HEADWALL.
 MJ0829
 MJ0829                          STATION RECOVERY (2010)
 MJ0829
 MJ0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MJ0829'RECOVERED IN GOOD CONDITION.
 MJ0829
 MJ0829                          STATION RECOVERY (2016)
 MJ0829
 MJ0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (TM)
 MJ0829'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0468 ***********************************************************************
 NM0468  DESIGNATION -  Y 278
 NM0468  PID         -  NM0468
 NM0468  STATE/COUNTY-  NE/DAKOTA
 NM0468  COUNTRY     -  US
 NM0468  USGS QUAD   -  HOMER (2017)
 NM0468
 NM0468                         *CURRENT SURVEY CONTROL
 NM0468  ______________________________________________________________________
 NM0468* NAD 83(1986) POSITION- 42 19 17.     (N) 096 26 49.     (W)   SCALED
 NM0468* NAVD 88 ORTHO HEIGHT -   330.265 (meters)     1083.54  (feet) ADJUSTED
 NM0468  ______________________________________________________________________
 NM0468  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 NM0468  DYNAMIC HEIGHT  -        330.157 (meters)     1083.19  (feet) COMP
 NM0468  MODELED GRAVITY -    980,285.7   (mgal)                       NAVD 88
 NM0468
 NM0468  VERT ORDER      -  SECOND    CLASS 0
 NM0468
 NM0468.The horizontal coordinates were scaled from a map and have
 NM0468.an estimated accuracy of +/- 6 seconds.
 NM0468
 NM0468.The orthometric height was determined by differential leveling and
 NM0468.adjusted by the NATIONAL GEODETIC SURVEY
 NM0468.in June 1991.
 NM0468
 NM0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0468.GEOID18 height accuracy estimate available here.
 NM0468
 NM0468.Click photographs - Photos may exist for this station.
 NM0468
 NM0468.The dynamic height is computed by dividing the NAVD 88
 NM0468.geopotential number by the normal gravity value computed on the
 NM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0468.degrees latitude (g = 980.6199 gals.).
 NM0468
 NM0468.The modeled gravity was interpolated from observed gravity values.
 NM0468
 NM0468;                    North         East    Units  Estimated Accuracy
 NM0468;SPC NE       -   282,260.      792,740.      MT  (+/- 180 meters Scaled)
 NM0468
 NM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM103886(NAD 83)
 NM0468
 NM0468                          SUPERSEDED SURVEY CONTROL
 NM0468
 NM0468  NGVD 29 (??/??/92)  330.108  (m)         1083.03   (f) ADJ UNCH    2 0
 NM0468
 NM0468.Superseded values are not recommended for survey control.
 NM0468
 NM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0468.See file dsdata.pdf to determine how the superseded data were derived.
 NM0468
 NM0468_MARKER: DB = BENCH MARK DISK
 NM0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0468_STAMPING: Y 278 1949
 NM0468_MARK LOGO: CGS
 NM0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0468+STABILITY: SURFACE MOTION
 NM0468
 NM0468  HISTORY     - Date     Condition        Report By
 NM0468  HISTORY     - 1949     MONUMENTED       CGS
 NM0468
 NM0468                          STATION DESCRIPTION
 NM0468
 NM0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0468'3.8 MI SE FROM HOMER.
 NM0468'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0468'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILE
 NM0468'NORTH ALONG A GRADED DIRT ROAD, 188 FEET EAST OF THE CENTER LINE
 NM0468'OF A NORTH-SOUTH ROAD, 17 FEET NORTH OF THE CENTER LINE OF A
 NM0468'T ROAD LEADING EAST, 14.0 FEET EAST OF THE CENTER OF A WIRE GATE,
 NM0468'1.0 FOOT SOUTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 NM0468'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 NM0468'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0473 ***********************************************************************
 LH0473  DESIGNATION -  Y 279
 LH0473  PID         -  LH0473
 LH0473  STATE/COUNTY-  NE/KEARNEY
 LH0473  COUNTRY     -  US
 LH0473  USGS QUAD   -  NEWARK (2017)
 LH0473
 LH0473                         *CURRENT SURVEY CONTROL
 LH0473  ______________________________________________________________________
 LH0473* NAD 83(1986) POSITION- 40 38 58.     (N) 098 58 56.     (W)   SCALED
 LH0473* NAVD 88 ORTHO HEIGHT -   642.129 (meters)     2106.72  (feet) ADJUSTED
 LH0473  ______________________________________________________________________
 LH0473  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 LH0473  DYNAMIC HEIGHT  -        641.760 (meters)     2105.51  (feet) COMP
 LH0473  MODELED GRAVITY -    980,029.9   (mgal)                       NAVD 88
 LH0473
 LH0473  VERT ORDER      -  SECOND    CLASS 0
 LH0473
 LH0473.The horizontal coordinates were scaled from a map and have
 LH0473.an estimated accuracy of +/- 6 seconds.
 LH0473
 LH0473.The orthometric height was determined by differential leveling and
 LH0473.adjusted by the NATIONAL GEODETIC SURVEY
 LH0473.in June 1991.
 LH0473
 LH0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0473.GEOID18 height accuracy estimate available here.
 LH0473
 LH0473.Click photographs - Photos may exist for this station.
 LH0473
 LH0473.The dynamic height is computed by dividing the NAVD 88
 LH0473.geopotential number by the normal gravity value computed on the
 LH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0473.degrees latitude (g = 980.6199 gals.).
 LH0473
 LH0473.The modeled gravity was interpolated from observed gravity values.
 LH0473
 LH0473;                    North         East    Units  Estimated Accuracy
 LH0473;SPC NE       -    91,120.      586,060.      MT  (+/- 180 meters Scaled)
 LH0473
 LH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK015998(NAD 83)
 LH0473
 LH0473                          SUPERSEDED SURVEY CONTROL
 LH0473
 LH0473  NGVD 29 (??/??/92)  641.867  (m)         2105.86   (f) ADJ UNCH    2 0
 LH0473
 LH0473.Superseded values are not recommended for survey control.
 LH0473
 LH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0473.See file dsdata.pdf to determine how the superseded data were derived.
 LH0473
 LH0473_MARKER: DB = BENCH MARK DISK
 LH0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0473_STAMPING: Y 279 1949
 LH0473_MARK LOGO: CGS
 LH0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0473+STABILITY: SURFACE MOTION
 LH0473
 LH0473  HISTORY     - Date     Condition        Report By
 LH0473  HISTORY     - 1949     MONUMENTED       CGS
 LH0473  HISTORY     - 20060512 MARK NOT FOUND   NEDR
 LH0473
 LH0473                          STATION DESCRIPTION
 LH0473
 LH0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0473'1.2 MI NE FROM NEWARK.
 LH0473'0.3 MILE WEST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY SCHOOL
 LH0473'AT NEWARK, THENCE 0.15 MILE NORTH ALONG A GRADED DIRT ROAD,
 LH0473'THENCE 0.8 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 LH0473'QUINCY RAILROAD, 88.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 LH0473'BRIDGE NO. 17.34, 45.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LH0473'THE TRACK, 8.0 FEET SOUTHEAST OF A FENCE CORNER POST, 1.8 FEET
 LH0473'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.8 FEET NORTHWEST OF A
 LH0473'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0473'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0473
 LH0473                          STATION RECOVERY (2006)
 LH0473
 LH0473'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0473'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0282 ***********************************************************************
 NO0282  CBN         -  This is a Cooperative Base Network Control Station.
 NO0282  DESIGNATION -  Y 28
 NO0282  PID         -  NO0282
 NO0282  STATE/COUNTY-  NE/CHERRY
 NO0282  COUNTRY     -  US
 NO0282  USGS QUAD   -  STEVERSON LAKE (2017)
 NO0282
 NO0282                         *CURRENT SURVEY CONTROL
 NO0282  ______________________________________________________________________
 NO0282* NAD 83(2011) POSITION- 42 26 31.45383(N) 101 43 44.70701(W)   ADJUSTED
 NO0282* NAD 83(2011) ELLIP HT-  1077.886 (meters)        (06/27/12)   ADJUSTED
 NO0282* NAD 83(2011) EPOCH   -  2010.00
 NO0282* NAVD 88 ORTHO HEIGHT -  1096.895 (meters)     3598.73  (feet) ADJUSTED
 NO0282  ______________________________________________________________________
 NO0282  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 NO0282  NAD 83(2011) X  -   -958,444.448 (meters)                     COMP
 NO0282  NAD 83(2011) Y  - -4,616,350.711 (meters)                     COMP
 NO0282  NAD 83(2011) Z  -  4,282,695.596 (meters)                     COMP
 NO0282  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 NO0282  DYNAMIC HEIGHT  -       1096.347 (meters)     3596.93  (feet) COMP
 NO0282  MODELED GRAVITY -    980,083.8   (mgal)                       NAVD 88
 NO0282
 NO0282  VERT ORDER      -  SECOND    CLASS 0
 NO0282
 NO0282  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0282  Standards:
 NO0282         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0282            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0282  -------------------------------------------------------------------
 NO0282  NETWORK    0.52   1.33           0.24   0.17   0.68     -0.22140464
 NO0282  -------------------------------------------------------------------
 NO0282  Click here for local accuracies and other accuracy information.
 NO0282
 NO0282.The horizontal coordinates were established by GPS observations
 NO0282.and adjusted by the National Geodetic Survey in June 2012.
 NO0282
 NO0282.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0282.been affixed to the stable North American tectonic plate. See 
 NO0282.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0282
 NO0282.The horizontal coordinates are valid at the epoch date displayed above
 NO0282.which is a decimal equivalence of Year/Month/Day.
 NO0282
 NO0282.The orthometric height was determined by differential leveling and
 NO0282.adjusted by the NATIONAL GEODETIC SURVEY
 NO0282.in June 1991.
 NO0282
 NO0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0282.GEOID18 height accuracy estimate available here.
 NO0282
 NO0282.Click photographs - Photos may exist for this station.
 NO0282
 NO0282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0282
 NO0282.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0282
 NO0282.The ellipsoidal height was determined by GPS observations
 NO0282.and is referenced to NAD 83.
 NO0282
 NO0282.The dynamic height is computed by dividing the NAVD 88
 NO0282.geopotential number by the normal gravity value computed on the
 NO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0282.degrees latitude (g = 980.6199 gals.).
 NO0282
 NO0282.The modeled gravity was interpolated from observed gravity values.
 NO0282
 NO0282. The following values were computed from the NAD 83(2011) position.
 NO0282
 NO0282;                    North         East     Units Scale Factor Converg.
 NO0282;SPC NE       -   291,071.484   357,778.816   MT  0.99979221   -1 08 45.1
 NO0282;SPC NE       -   954,957.03  1,173,812.67   sFT  0.99979221   -1 08 45.1
 NO0282;UTM  14      - 4,702,469.533   275,547.032   MT  1.00021989   -1 50 32.9
 NO0282
 NO0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0282!SPC NE       -   0.99983098  x   0.99979221  =   0.99962322
 NO0282!UTM  14      -   0.99983098  x   1.00021989  =   1.00005083
 NO0282
 NO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7554702469(NAD 83)
 NO0282
 NO0282                          SUPERSEDED SURVEY CONTROL
 NO0282
 NO0282  NAD 83(2007)-  42 26 31.45369(N)    101 43 44.70808(W) AD(2002.00) 0
 NO0282  ELLIP H (02/10/07) 1077.914  (m)                       GP(2002.00)    
 NO0282  ELLIP H (09/24/01) 1077.896  (m)                       GP(       ) 4 1
 NO0282  NAD 83(1995)-  42 26 31.45302(N)    101 43 44.70824(W) AD(       ) B
 NO0282  ELLIP H (06/25/96) 1077.953  (m)                       GP(       ) 1 1
 NO0282  NAVD 88            1096.90   (m)         3598.7    (f) LEVELING    3  
 NO0282  NGVD 29 (??/??/92) 1096.451  (m)         3597.27   (f) ADJ UNCH    2 0
 NO0282
 NO0282.Superseded values are not recommended for survey control.
 NO0282
 NO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0282.See file dsdata.pdf to determine how the superseded data were derived.
 NO0282
 NO0282_MARKER: DB = BENCH MARK DISK
 NO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0282_STAMPING: Y 28 1934
 NO0282_MARK LOGO: CGS
 NO0282_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0282+STABILITY: SURFACE MOTION
 NO0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0282+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 NO0282
 NO0282  HISTORY     - Date     Condition        Report By
 NO0282  HISTORY     - 1934     MONUMENTED       CGS
 NO0282  HISTORY     - 1948     GOOD             CGS
 NO0282  HISTORY     - 19950518 GOOD             NGS
 NO0282  HISTORY     - 20130812 GOOD             INDIV
 NO0282  HISTORY     - 20160912 GOOD             NEGS
 NO0282  HISTORY     - 20200128 GOOD             NEGS
 NO0282
 NO0282                          STATION DESCRIPTION
 NO0282
 NO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0282'36.7 MI N FROM HYANNIS.
 NO0282'IN CHERRY COUNTY, 36.7 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0282'HYANNIS, GRANT COUNTY, 0.6 MILE FROM THE OLD MULLIGAN RANCH
 NO0282'HOUSE, IN THE CORNER AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NO0282'FENCE AND AN EAST-AND-WEST SECTION-LINE FENCE, AND 30 YARDS EAST
 NO0282'OF A DRAINAGE DITCH.  A STANDARD DISK, STAMPED Y 28 1934 AND SET
 NO0282'IN THE TOP OF A CONCRETE POST.  30.8 MILES (AIR LINE) NORTH OF
 NO0282'HYANNIS 1.6 MILES WEST AND SOUTHWEST ALONG RANCH ROAD FROM COLE
 NO0282'RANCH HOUSE, 0.6 MILE NORTH OF JIM DOWNING RANCH HOUSE, 0.25
 NO0282'MILES EAST OF SOUTH CORNER SECS. 35 AND 36, T. 29 N., R. 38 W.,
 NO0282'0.15 MILE WEST OF NORTH CORNER SECS. 2 AND 3, T. 28 N., R. 38 W.,
 NO0282'0.3 MILES NORTHEAST OF WINDMILL, 100 FEET EAST OF DRAINAGE
 NO0282'DITCH, 73 FEET WEST OF AUTO GATE, 3 FEET NORTHEAST OF T-FENCE N.
 NO0282
 NO0282                          STATION RECOVERY (1995)
 NO0282
 NO0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0282'THE MARK IS LOCATED ABOUT 35.0 MI (56.3 KM) SOUTH OF MERRIMAN, 31.0 MI
 NO0282'(49.9 KM) NORTH OF HYANNIS, 0.25 MI (0.40 KM) EAST OF A SMALL CHURCH,
 NO0282'500 FT (152.4 M) NORTHWEST OF STATE HIGHWAY 61, AT THE SOUTHWEST
 NO0282'CORNER OF A PASTURE, IN THE SW1/4, SEC36, T29N, R38W AND ON PROPERTY
 NO0282'OWNED BY MR. AND MRS. ROBERT H. COLE WHO RESIDE ABOUT 1.0 MI (1.6 KM)
 NO0282'NORTH OF THE MARK.  TELEPHONE 308-282-2457, GORDON EXCHANGE.  TO REACH
 NO0282'THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 61 AT HYANNIS, GO
 NO0282'NORTH ON HIGHWAY 61 FOR 25.0 MI (40.2 KM) TO A SIDE ROAD ON THE LEFT,
 NO0282'IN SURVEY VALLEY.  CONTINUE NORTHERLY ON THE HIGHWAY FOR 4.35 MI (7.00
 NO0282'KM) TO A SIDE ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON THE HIGHWAY
 NO0282'FOR 2.7 MI (4.3 KM) TO A SIDE ROAD ON THE LEFT, A SIGN FOR FAWNS LAKE
 NO0282'RANCH, THE CHURCH ABOUT 0.25 MI (0.40 KM) WEST ALONG THE ROAD AND THE
 NO0282'MARK ABOUT 0.1 MI (0.2 KM) TO THE NORTH. PERMISSION WAS NOT OBTAINED
 NO0282'TO CROSS PRIVATE PROPERTY AT THIS POINT, THEREFORE, CONTINUE NORTHEAST
 NO0282'ON THE HIGHWAY FOR 0.5 MI (0.8 KM) TO FIELD GATES ON EITHER SIDE OF
 NO0282'THE HIGHWAY, 0.15 MILE (0.24 KM) SOUTHWEST OF HIGHWAY MILEPOST 191.
 NO0282'TURN LEFT AND GO NORTHWEST FOR 0.05 MI (0.08 KM) TO A GATE.  PASS
 NO0282'THROUGH THE GATE, TURN LEFT, AND GO SOUTHWEST ACROSS A MEADOW, TOWARDS
 NO0282'THE EAST END OF A LINE OF TREES, AND PARALLELING THE HIGHWAY, FOR 0.4
 NO0282'MI (0.6 KM) TO A FENCE CORNER AND THE MARK.  THE DISK IS SET INTO THE
 NO0282'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (3.0 CM)
 NO0282'ABOVE THE GROUND.  IT IS 83.5 FT (25.5 M) EAST OF THE EAST BANK OF A
 NO0282'SMALL CANAL, 13.7 FT (4.2 M) SOUTH OF A BURIED CABLE MARKER POST, 2.2
 NO0282'FT (0.7 M) NORTHEAST OF A FENCE CORNER POST, 2.0 FT (0.6 M) NORTH OF A
 NO0282'METAL WITNESS POST AND A FENCE LEADING EAST AND 1.6 FT (0.5 M) EAST OF
 NO0282'A FIBERGLASS WITNESS POST AND A FENCE LEADING NORTH.  REBAR WAS SET AT
 NO0282'THE EAST SIDE OF THE MARK.
 NO0282
 NO0282                          STATION RECOVERY (2013)
 NO0282
 NO0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (LLB)
 NO0282'FOUND GOOD CONDITION
 NO0282
 NO0282                          STATION RECOVERY (2016)
 NO0282
 NO0282'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NO0282'FOUND GOOD
 NO0282
 NO0282                          STATION RECOVERY (2020)
 NO0282
 NO0282'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 NO0282'TO REACH FROM THE WEST JUNCTION OF N-2 AND N-61 IN HYANNIS, GO NORTH
 NO0282'ON N-61 APPROXIMATELY 32.0 MI (51.5 KM) TO A SIDE ROAD TO THE LEFT
 NO0282'(FAWN LAKE RD).  TURN LEFT (NORTHWEST) ON FAWN LAKE ROAD, TAKE RIGHT
 NO0282'FORK AND CROSS OVER A CATTLE GUARD.  CONTINUE NORTHEAST, THEN NORTH
 NO0282'APPROXIMATELY 450 FT (137.2 M) ON A TRAIL.  TURN RIGHT (EAST) AND
 NO0282'CROSS OVER A SMALL CREEK/DITCH.  TURN LEFT (NORTH) AND PROCEED
 NO0282'APPROXIMATELY 160 FT (48.8 M) TO THE BENCH MARK LOCATED AT A FENCE
 NO0282'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0830 ***********************************************************************
 MK0830  DESIGNATION -  Y 280
 MK0830  PID         -  MK0830
 MK0830  STATE/COUNTY-  NE/SARPY
 MK0830  COUNTRY     -  US
 MK0830  USGS QUAD   -  SPRINGFIELD (2017)
 MK0830
 MK0830                         *CURRENT SURVEY CONTROL
 MK0830  ______________________________________________________________________
 MK0830* NAD 83(1986) POSITION- 41 00 53.     (N) 096 09 29.     (W)   SCALED
 MK0830* NAVD 88 ORTHO HEIGHT -   312.692 (meters)     1025.89  (feet) ADJUSTED
 MK0830  ______________________________________________________________________
 MK0830  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 MK0830  DYNAMIC HEIGHT  -        312.567 (meters)     1025.48  (feet) COMP
 MK0830  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 MK0830
 MK0830  VERT ORDER      -  SECOND    CLASS 0
 MK0830
 MK0830.The horizontal coordinates were scaled from a map and have
 MK0830.an estimated accuracy of +/- 6 seconds.
 MK0830
 MK0830.The orthometric height was determined by differential leveling and
 MK0830.adjusted by the NATIONAL GEODETIC SURVEY
 MK0830.in June 1991.
 MK0830
 MK0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0830.GEOID18 height accuracy estimate available here.
 MK0830
 MK0830.Click photographs - Photos may exist for this station.
 MK0830
 MK0830.The dynamic height is computed by dividing the NAVD 88
 MK0830.geopotential number by the normal gravity value computed on the
 MK0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0830.degrees latitude (g = 980.6199 gals.).
 MK0830
 MK0830.The modeled gravity was interpolated from observed gravity values.
 MK0830
 MK0830;                    North         East    Units  Estimated Accuracy
 MK0830;SPC NE       -   138,340.      822,970.      MT  (+/- 180 meters Scaled)
 MK0830
 MK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL389442(NAD 83)
 MK0830
 MK0830                          SUPERSEDED SURVEY CONTROL
 MK0830
 MK0830  NGVD 29 (??/??/92)  312.596  (m)         1025.58   (f) ADJ UNCH    2 0
 MK0830
 MK0830.Superseded values are not recommended for survey control.
 MK0830
 MK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0830.See file dsdata.pdf to determine how the superseded data were derived.
 MK0830
 MK0830_MARKER: DB = BENCH MARK DISK
 MK0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0830_SP_SET: BRIDGE ABUTMENT
 MK0830_STAMPING: Y 280 1950
 MK0830_MARK LOGO: CGS
 MK0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0830
 MK0830  HISTORY     - Date     Condition        Report By
 MK0830  HISTORY     - 1950     MONUMENTED       CGS
 MK0830
 MK0830                          STATION DESCRIPTION
 MK0830
 MK0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0830'1.1 MI N FROM LOUISVILLE.
 MK0830'1.1 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0830'AT LOUISVILLE, 13.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK0830'2.5 FEET SOUTHWEST OF AN IRON POST, SET IN THE TOP OF THE EAST
 MK0830'END OF THE NORTH ABUTMENT OF THE BRIDGE OVER THE PLATTE RIVER,
 MK0830'1.3 FEET NORTHWEST OF THE SOUTHEAST FACE OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0433 ***********************************************************************
 ML0433  DESIGNATION -  Y 281
 ML0433  PID         -  ML0433
 ML0433  STATE/COUNTY-  NE/HOWARD
 ML0433  COUNTRY     -  US
 ML0433  USGS QUAD   -  BOELUS (2017)
 ML0433
 ML0433                         *CURRENT SURVEY CONTROL
 ML0433  ______________________________________________________________________
 ML0433* NAD 83(1986) POSITION- 41 04 32.77   (N) 098 40 18.30   (W)   HD_HELD1
 ML0433* NAVD 88 ORTHO HEIGHT -   577.703 (meters)     1895.35  (feet) ADJUSTED
 ML0433  ______________________________________________________________________
 ML0433  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 ML0433  DYNAMIC HEIGHT  -        577.410 (meters)     1894.39  (feet) COMP
 ML0433  MODELED GRAVITY -    980,097.4   (mgal)                       NAVD 88
 ML0433
 ML0433  VERT ORDER      -  SECOND    CLASS 0
 ML0433
 ML0433.The horizontal coordinates were determined by differentially corrected
 ML0433.hand held GPS observations or other comparable positioning techniques
 ML0433.and have an estimated accuracy of +/- 3 meters.
 ML0433
 ML0433.The orthometric height was determined by differential leveling and
 ML0433.adjusted by the NATIONAL GEODETIC SURVEY
 ML0433.in June 1991.
 ML0433
 ML0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0433.GEOID18 height accuracy estimate available here.
 ML0433
 ML0433.Click photographs - Photos may exist for this station.
 ML0433
 ML0433.The dynamic height is computed by dividing the NAVD 88
 ML0433.geopotential number by the normal gravity value computed on the
 ML0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0433.degrees latitude (g = 980.6199 gals.).
 ML0433
 ML0433.The modeled gravity was interpolated from observed gravity values.
 ML0433
 ML0433;                    North         East    Units  Estimated Accuracy
 ML0433;SPC NE       -   138,800.0     611,585.1     MT  (+/- 3 meters HH1 GPS) 
 ML0433
 ML0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2757447220(NAD 83)
 ML0433
 ML0433                          SUPERSEDED SURVEY CONTROL
 ML0433
 ML0433  NGVD 29 (??/??/92)  577.468  (m)         1894.58   (f) ADJ UNCH    2 0
 ML0433
 ML0433.Superseded values are not recommended for survey control.
 ML0433
 ML0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0433.See file dsdata.pdf to determine how the superseded data were derived.
 ML0433
 ML0433_MARKER: DB = BENCH MARK DISK
 ML0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0433_STAMPING: Y 281 1949
 ML0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0433+STABILITY: SURFACE MOTION
 ML0433
 ML0433  HISTORY     - Date     Condition        Report By
 ML0433  HISTORY     - 1949     MONUMENTED       CGS
 ML0433  HISTORY     - 1985     GOOD             NEDR
 ML0433
 ML0433                          STATION DESCRIPTION
 ML0433
 ML0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0433'2.3 MI E FROM BOELUS.
 ML0433'2.3 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0433'27, T. 13 N., R. 12 W., AT A T-JUNCTION OF THE HIGHWAY AND A
 ML0433'SIDE ROAD LEADING NORTH, ABOUT ON THE PROJECTED CENTER LINE OF
 ML0433'THE SIDE ROAD, 42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0433'2.4 FEET SOUTHWEST OF A 3-WAY CORNER FENCE POST, 2.4 FEET WEST
 ML0433'OF A NORTH-SOUTH FENCE, 1.3 FEET SOUTH OF AN EAST-WEST FENCE,
 ML0433'3 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0433'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0433'THE GROUND.
 ML0433
 ML0433                          STATION RECOVERY (1985)
 ML0433
 ML0433'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0481 ***********************************************************************
 ML0481  DESIGNATION -  Y 282
 ML0481  PID         -  ML0481
 ML0481  STATE/COUNTY-  NE/HOWARD
 ML0481  COUNTRY     -  US
 ML0481  USGS QUAD   -  DANNEBROG (2017)
 ML0481
 ML0481                         *CURRENT SURVEY CONTROL
 ML0481  ______________________________________________________________________
 ML0481* NAD 83(1986) POSITION- 41 07 12.     (N) 098 32 57.     (W)   SCALED
 ML0481* NAVD 88 ORTHO HEIGHT -   566.501 (meters)     1858.60  (feet) ADJUSTED
 ML0481  ______________________________________________________________________
 ML0481  GEOID HEIGHT    -        -24.565 (meters)                     GEOID18
 ML0481  DYNAMIC HEIGHT  -        566.213 (meters)     1857.65  (feet) COMP
 ML0481  MODELED GRAVITY -    980,096.8   (mgal)                       NAVD 88
 ML0481
 ML0481  VERT ORDER      -  SECOND    CLASS 0
 ML0481
 ML0481.The horizontal coordinates were scaled from a map and have
 ML0481.an estimated accuracy of +/- 6 seconds.
 ML0481
 ML0481.The orthometric height was determined by differential leveling and
 ML0481.adjusted by the NATIONAL GEODETIC SURVEY
 ML0481.in June 1991.
 ML0481
 ML0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0481.GEOID18 height accuracy estimate available here.
 ML0481
 ML0481.Click photographs - Photos may exist for this station.
 ML0481
 ML0481.The dynamic height is computed by dividing the NAVD 88
 ML0481.geopotential number by the normal gravity value computed on the
 ML0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0481.degrees latitude (g = 980.6199 gals.).
 ML0481
 ML0481.The modeled gravity was interpolated from observed gravity values.
 ML0481
 ML0481;                    North         East    Units  Estimated Accuracy
 ML0481;SPC NE       -   143,880.      621,800.      MT  (+/- 180 meters Scaled)
 ML0481
 ML0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL378521(NAD 83)
 ML0481
 ML0481                          SUPERSEDED SURVEY CONTROL
 ML0481
 ML0481  NGVD 29 (??/??/92)  566.259  (m)         1857.80   (f) ADJ UNCH    2 0
 ML0481
 ML0481.Superseded values are not recommended for survey control.
 ML0481
 ML0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0481.See file dsdata.pdf to determine how the superseded data were derived.
 ML0481
 ML0481_MARKER: DB = BENCH MARK DISK
 ML0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0481_STAMPING: Y 282 1949
 ML0481_MARK LOGO: CGS
 ML0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0481+STABILITY: SURFACE MOTION
 ML0481
 ML0481  HISTORY     - Date     Condition        Report By
 ML0481  HISTORY     - 1949     MONUMENTED       CGS
 ML0481  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0481
 ML0481                          STATION DESCRIPTION
 ML0481
 ML0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0481'AT DANNEBROG.
 ML0481'AT DANNEBROG, 0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 ML0481'FROM THE STATION, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY NO.
 ML0481'58, AT THE MAIN OR NORTH ENTRANCE TO THE CITY PARK, 28 FEET
 ML0481'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 77 FEET EAST OF THE EAST
 ML0481'END OF A STEEL BRIDGE OVER OAK CREEK, 9 FEET EAST OF THE CENTER
 ML0481'LINE OF THE ROAD LEADING SOUTH INTO THE PARK, 1.9 FEET EAST OF
 ML0481'THE EAST GATE POST OF A GATE AT THE ENTRANCE, 2.5 FEET SOUTHWEST
 ML0481'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0481'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0481
 ML0481                          STATION RECOVERY (1953)
 ML0481
 ML0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0282 ***********************************************************************
 ML0282  DESIGNATION -  Y 283
 ML0282  PID         -  ML0282
 ML0282  STATE/COUNTY-  NE/HALL
 ML0282  COUNTRY     -  US
 ML0282  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0282
 ML0282                         *CURRENT SURVEY CONTROL
 ML0282  ______________________________________________________________________
 ML0282* NAD 83(1986) POSITION- 41 01 06.     (N) 098 27 16.     (W)   SCALED
 ML0282* NAVD 88 ORTHO HEIGHT -   577.787 (meters)     1895.62  (feet) ADJUSTED
 ML0282  ______________________________________________________________________
 ML0282  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 ML0282  DYNAMIC HEIGHT  -        577.488 (meters)     1894.64  (feet) COMP
 ML0282  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 ML0282
 ML0282  VERT ORDER      -  SECOND    CLASS 0
 ML0282
 ML0282.The horizontal coordinates were scaled from a map and have
 ML0282.an estimated accuracy of +/- 6 seconds.
 ML0282
 ML0282.The orthometric height was determined by differential leveling and
 ML0282.adjusted by the NATIONAL GEODETIC SURVEY
 ML0282.in June 1991.
 ML0282
 ML0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0282.GEOID18 height accuracy estimate available here.
 ML0282
 ML0282.Click photographs - Photos may exist for this station.
 ML0282
 ML0282.The dynamic height is computed by dividing the NAVD 88
 ML0282.geopotential number by the normal gravity value computed on the
 ML0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0282.degrees latitude (g = 980.6199 gals.).
 ML0282
 ML0282.The modeled gravity was interpolated from observed gravity values.
 ML0282
 ML0282;                    North         East    Units  Estimated Accuracy
 ML0282;SPC NE       -   132,730.      629,950.      MT  (+/- 180 meters Scaled)
 ML0282
 ML0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458409(NAD 83)
 ML0282
 ML0282                          SUPERSEDED SURVEY CONTROL
 ML0282
 ML0282  NGVD 29 (??/??/92)  577.543  (m)         1894.82   (f) ADJ UNCH    2 0
 ML0282
 ML0282.Superseded values are not recommended for survey control.
 ML0282
 ML0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0282.See file dsdata.pdf to determine how the superseded data were derived.
 ML0282
 ML0282_MARKER: DB = BENCH MARK DISK
 ML0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0282_STAMPING: Y 283 1949
 ML0282_MARK LOGO: CGS
 ML0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0282+STABILITY: SURFACE MOTION
 ML0282
 ML0282  HISTORY     - Date     Condition        Report By
 ML0282  HISTORY     - 1949     MONUMENTED       CGS
 ML0282
 ML0282                          STATION DESCRIPTION
 ML0282
 ML0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0282'3.4 MI N FROM OVINA.
 ML0282'3.4 MILES NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 ML0282'AT OVINA, AT THE SOUTHWEST CORNER OF SECTION 9, T. 12 N.,
 ML0282'R. 10 W., IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 ML0282'ABOUT 150 FEET NORTHWEST OF AN ABANDONED SCHOOL, 47 FEET EAST OF
 ML0282'THE CENTER LINE OF THE SECTION LINE ROAD LEADING NORTH, 26 FEET
 ML0282'EAST OF THE CENTER LINE OF A GATE, 20 FEET NORTH OF THE CENTER
 ML0282'LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF A FENCE, 1.3 FEET
 ML0282'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0282'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0442 ***********************************************************************
 ML0442  DESIGNATION -  Y 284
 ML0442  PID         -  ML0442
 ML0442  STATE/COUNTY-  NE/HALL
 ML0442  COUNTRY     -  US
 ML0442  USGS QUAD   -  BOELUS (2017)
 ML0442
 ML0442                         *CURRENT SURVEY CONTROL
 ML0442  ______________________________________________________________________
 ML0442* NAD 83(1986) POSITION- 41 00 13.     (N) 098 37 35.     (W)   SCALED
 ML0442* NAVD 88 ORTHO HEIGHT -   603.905 (meters)     1981.31  (feet) ADJUSTED
 ML0442  ______________________________________________________________________
 ML0442  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 ML0442  DYNAMIC HEIGHT  -        603.593 (meters)     1980.29  (feet) COMP
 ML0442  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 ML0442
 ML0442  VERT ORDER      -  SECOND    CLASS 0
 ML0442
 ML0442.The horizontal coordinates were scaled from a map and have
 ML0442.an estimated accuracy of +/- 6 seconds.
 ML0442
 ML0442.The orthometric height was determined by differential leveling and
 ML0442.adjusted by the NATIONAL GEODETIC SURVEY
 ML0442.in June 1991.
 ML0442
 ML0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0442.GEOID18 height accuracy estimate available here.
 ML0442
 ML0442.Click photographs - Photos may exist for this station.
 ML0442
 ML0442.The dynamic height is computed by dividing the NAVD 88
 ML0442.geopotential number by the normal gravity value computed on the
 ML0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0442.degrees latitude (g = 980.6199 gals.).
 ML0442
 ML0442.The modeled gravity was interpolated from observed gravity values.
 ML0442
 ML0442;                    North         East    Units  Estimated Accuracy
 ML0442;SPC NE       -   130,850.      615,520.      MT  (+/- 180 meters Scaled)
 ML0442
 ML0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL314392(NAD 83)
 ML0442
 ML0442                          SUPERSEDED SURVEY CONTROL
 ML0442
 ML0442  NGVD 29 (??/??/92)  603.665  (m)         1980.52   (f) ADJ UNCH    2 0
 ML0442
 ML0442.Superseded values are not recommended for survey control.
 ML0442
 ML0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0442.See file dsdata.pdf to determine how the superseded data were derived.
 ML0442
 ML0442_MARKER: DB = BENCH MARK DISK
 ML0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0442_STAMPING: Y 284 1949
 ML0442_MARK LOGO: CGS
 ML0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0442+STABILITY: SURFACE MOTION
 ML0442
 ML0442  HISTORY     - Date     Condition        Report By
 ML0442  HISTORY     - 1949     MONUMENTED       CGS
 ML0442  HISTORY     - 1960     MARK NOT FOUND   USGS
 ML0442  HISTORY     - 19920915 GOOD             NEDR
 ML0442
 ML0442                          STATION DESCRIPTION
 ML0442
 ML0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0442'1 MI W FROM CAIRO.
 ML0442'1.0 MILE WEST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 ML0442'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT
 ML0442'THE NORTHWEST CORNER OF SECTION 24, T. 12 N., R. 12 W., IN THE
 ML0442'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 110 FEET SOUTH OF
 ML0442'THE CENTER LINE OF THE HIGHWAY, 77 FEET SOUTH OF A CORNER FENCE
 ML0442'POST, 32 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 ML0442'0.8 FOOT WEST OF A FENCE, 1.2 FEET NORTH OF A REFERENCE POST,
 ML0442'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND ABOUT
 ML0442'LEVEL WITH THE GROUND.
 ML0442
 ML0442                          STATION RECOVERY (1960)
 ML0442
 ML0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML0442'MARK NOT FOUND.
 ML0442
 ML0442                          STATION RECOVERY (1992)
 ML0442
 ML0442'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0442'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0442'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1201 ***********************************************************************
 ML1201  DESIGNATION -  Y 284 RESET
 ML1201  PID         -  ML1201
 ML1201  STATE/COUNTY-  NE/HALL
 ML1201  COUNTRY     -  US
 ML1201  USGS QUAD   -  BOELUS (2017)
 ML1201
 ML1201                         *CURRENT SURVEY CONTROL
 ML1201  ______________________________________________________________________
 ML1201* NAD 83(1986) POSITION- 41 00 14.88   (N) 098 37 36.16   (W)   HD_HELD1
 ML1201* NAVD 88 ORTHO HEIGHT -   604.13  (meters)     1982.0   (feet) RESET
 ML1201  ______________________________________________________________________
 ML1201  GEOID HEIGHT    -        -24.515 (meters)                     GEOID18
 ML1201  VERT ORDER      -  THIRD
 ML1201
 ML1201.The horizontal coordinates were determined by differentially corrected
 ML1201.hand held GPS observations or other comparable positioning techniques
 ML1201.and have an estimated accuracy of +/- 3 meters.
 ML1201
 ML1201.The orthometric height was computed from unverified reset data.
 ML1201
 ML1201.No vertical observational check was made to the station.
 ML1201
 ML1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1201.GEOID18 height accuracy estimate available here.
 ML1201
 ML1201.Click photographs - Photos may exist for this station.
 ML1201
 ML1201;                    North         East    Units  Estimated Accuracy
 ML1201;SPC NE       -   130,907.1     615,494.8     MT  (+/- 3 meters HH1 GPS) 
 ML1201
 ML1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3139239282(NAD 83)
 ML1201
 ML1201                          SUPERSEDED SURVEY CONTROL
 ML1201
 ML1201  NGVD 29 (01/31/13)  603.89   (m)         1981.3    (f) RESET       3  
 ML1201
 ML1201.Superseded values are not recommended for survey control.
 ML1201
 ML1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1201.See file dsdata.pdf to determine how the superseded data were derived.
 ML1201
 ML1201_MARKER: DV = VERTICAL CONTROL DISK
 ML1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1201_STAMPING: Y 284 RESET 1992
 ML1201_MARK LOGO: NGS
 ML1201_PROJECTION: PROJECTING 3 CENTIMETERS
 ML1201_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1201+STABILITY: SURFACE MOTION
 ML1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1201+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2020
 ML1201
 ML1201  HISTORY     - Date     Condition        Report By
 ML1201  HISTORY     - 1992     MONUMENTED       NEDR
 ML1201  HISTORY     - 20200803 GOOD             NE-079
 ML1201
 ML1201                          STATION DESCRIPTION
 ML1201
 ML1201'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1201'ABOUT 1.61 KM (1.00 MI) WEST FROM CAIRO, AT THE INTERSECTION OF STATE
 ML1201'HIGHWAY 2 AND 150TH ROAD, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 2 AND
 ML1201'NEAR THE SOUTHEAST CORNER OF THE SE1/4, SEC14, T12N, R12W.  FROM THE
 ML1201'INTERSECTION OF STATE HIGHWAYS 2 AND 11, IN CAIRO, GO WEST ON HIGHWAY
 ML1201'2 FOR 1.69 KM (1.05 MI) TO THE MARK ON THE RIGHT, IN THE TOP OF A
 ML1201'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (0.0 M) ABOVE THE
 ML1201'GROUND SURFACE.  IT IS 22.56 M (74.02 FT) NORTH FROM THE CENTERLINE
 ML1201'OF THE HIGHWAY, 16.15 M (52.99 FT) WEST FROM THE CENTERLINE OF 150TH
 ML1201'ROAD AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.  A MAGNET WAS
 ML1201'PLACED INTO THE NORTH SIDE OF THE MARK.
 ML1201
 ML1201                          STATION RECOVERY (2020)
 ML1201
 ML1201'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML1201'THE MARK IS 75.0 FT (22.9 M) NORTH OF THE CENTERLINE OF HIGHWAY 2,
 ML1201'54.0 FT (16.5 M) WEST OF THE CENTERLINE OF 150TH ROAD, 1.5 FT (0.5 M)
 ML1201'NORTHWEST OF AN ORANGE WITNESS POST, 1.0 FT (0.3 M) WEST OF A POWER
 ML1201'POLE AND 1.0 FT (0.3 M) SOUTH OF A STEEL FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0395 ***********************************************************************
 ML0395  DESIGNATION -  Y 285
 ML0395  PID         -  ML0395
 ML0395  STATE/COUNTY-  NE/SHERMAN
 ML0395  COUNTRY     -  US
 ML0395  USGS QUAD   -  RAVENNA (2017)
 ML0395
 ML0395                         *CURRENT SURVEY CONTROL
 ML0395  ______________________________________________________________________
 ML0395* NAD 83(1986) POSITION- 41 02 50.     (N) 098 58 38.     (W)   SCALED
 ML0395* NAVD 88 ORTHO HEIGHT -   630.029 (meters)     2067.02  (feet) ADJUSTED
 ML0395  ______________________________________________________________________
 ML0395  GEOID HEIGHT    -        -24.096 (meters)                     GEOID18
 ML0395  DYNAMIC HEIGHT  -        629.695 (meters)     2065.92  (feet) COMP
 ML0395  MODELED GRAVITY -    980,074.2   (mgal)                       NAVD 88
 ML0395
 ML0395  VERT ORDER      -  SECOND    CLASS 0
 ML0395
 ML0395.The horizontal coordinates were scaled from a map and have
 ML0395.an estimated accuracy of +/- 6 seconds.
 ML0395
 ML0395.The orthometric height was determined by differential leveling and
 ML0395.adjusted by the NATIONAL GEODETIC SURVEY
 ML0395.in June 1991.
 ML0395
 ML0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0395.GEOID18 height accuracy estimate available here.
 ML0395
 ML0395.Click photographs - Photos may exist for this station.
 ML0395
 ML0395.The dynamic height is computed by dividing the NAVD 88
 ML0395.geopotential number by the normal gravity value computed on the
 ML0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0395.degrees latitude (g = 980.6199 gals.).
 ML0395
 ML0395.The modeled gravity was interpolated from observed gravity values.
 ML0395
 ML0395;                    North         East    Units  Estimated Accuracy
 ML0395;SPC NE       -   135,280.      585,960.      MT  (+/- 180 meters Scaled)
 ML0395
 ML0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL019439(NAD 83)
 ML0395
 ML0395                          SUPERSEDED SURVEY CONTROL
 ML0395
 ML0395  NGVD 29 (??/??/92)  629.792  (m)         2066.24   (f) ADJ UNCH    2 0
 ML0395
 ML0395.Superseded values are not recommended for survey control.
 ML0395
 ML0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0395.See file dsdata.pdf to determine how the superseded data were derived.
 ML0395
 ML0395_MARKER: DB = BENCH MARK DISK
 ML0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0395_STAMPING: Y 285 1949
 ML0395_MARK LOGO: CGS
 ML0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0395+STABILITY: SURFACE MOTION
 ML0395
 ML0395  HISTORY     - Date     Condition        Report By
 ML0395  HISTORY     - 1949     MONUMENTED       CGS
 ML0395  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0395
 ML0395                          STATION DESCRIPTION
 ML0395
 ML0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0395'1.8 MI E FROM SWEETWATER.
 ML0395'1.8 MILES EAST ALONG STATE HIGHWAY NO. 45 AND STATE HIGHWAY
 ML0395'NO. 10 FROM THE POST OFFICE AT SWEETWATER, AT THE T-JUNCTION
 ML0395'OF THE HIGHWAYS, AT THE SOUTHWEST CORNER OF SECTION 31,
 ML0395'T. 13 N., R. 14 W., 248 FEET EAST OF THE CENTER LINE OF STATE
 ML0395'HIGHWAY NO. 10 LEADING NORTH, 85 FEET WEST OF THE CENTER
 ML0395'LINE OF THE NORTH END OF A CONCRETE CULVERT, 38 FEET NORTH
 ML0395'OF THE CENTER LINE OF STATE HGIHWAY NO. 45, 1.1 FEET SOUTH
 ML0395'OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 ML0395'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4
 ML0395'FOOT ABOVE THE GROUND.
 ML0395
 ML0395                          STATION RECOVERY (1995)
 ML0395
 ML0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0395'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0437 ***********************************************************************
 LH0437  DESIGNATION -  Y 286
 LH0437  PID         -  LH0437
 LH0437  STATE/COUNTY-  NE/HALL
 LH0437  COUNTRY     -  US
 LH0437  USGS QUAD   -  PROSSER (2017)
 LH0437
 LH0437                         *CURRENT SURVEY CONTROL
 LH0437  ______________________________________________________________________
 LH0437* NAD 83(1986) POSITION- 40 44 12.65   (N) 098 36 14.46   (W)   HD_HELD1
 LH0437* NAVD 88 ORTHO HEIGHT -   600.434 (meters)     1969.92  (feet) ADJUSTED
 LH0437  ______________________________________________________________________
 LH0437  GEOID HEIGHT    -        -24.905 (meters)                     GEOID18
 LH0437  DYNAMIC HEIGHT  -        600.104 (meters)     1968.84  (feet) COMP
 LH0437  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 LH0437
 LH0437  VERT ORDER      -  SECOND    CLASS 0
 LH0437
 LH0437.The horizontal coordinates were determined by differentially corrected
 LH0437.hand held GPS observations or other comparable positioning techniques
 LH0437.and have an estimated accuracy of +/- 3 meters.
 LH0437
 LH0437.The orthometric height was determined by differential leveling and
 LH0437.adjusted by the NATIONAL GEODETIC SURVEY
 LH0437.in June 1991.
 LH0437
 LH0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0437.GEOID18 height accuracy estimate available here.
 LH0437
 LH0437.Click photographs - Photos may exist for this station.
 LH0437
 LH0437.The dynamic height is computed by dividing the NAVD 88
 LH0437.geopotential number by the normal gravity value computed on the
 LH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0437.degrees latitude (g = 980.6199 gals.).
 LH0437
 LH0437.The modeled gravity was interpolated from observed gravity values.
 LH0437
 LH0437;                    North         East    Units  Estimated Accuracy
 LH0437;SPC NE       -   101,267.3     617,882.4     MT  (+/- 3 meters HH1 GPS) 
 LH0437
 LH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3343409620(NAD 83)
 LH0437
 LH0437                          SUPERSEDED SURVEY CONTROL
 LH0437
 LH0437  NGVD 29 (??/??/92)  600.183  (m)         1969.10   (f) ADJ UNCH    2 0
 LH0437
 LH0437.Superseded values are not recommended for survey control.
 LH0437
 LH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0437.See file dsdata.pdf to determine how the superseded data were derived.
 LH0437
 LH0437_MARKER: DB = BENCH MARK DISK
 LH0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0437_STAMPING: Y 286 1949
 LH0437_MARK LOGO: CGS
 LH0437_PROJECTION: PROJECTING 15 CENTIMETERS
 LH0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0437+STABILITY: SURFACE MOTION
 LH0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0437+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2020
 LH0437
 LH0437  HISTORY     - Date     Condition        Report By
 LH0437  HISTORY     - 1949     MONUMENTED       CGS
 LH0437  HISTORY     - 20130908 GOOD             GEOCAC
 LH0437  HISTORY     - 20200922 GOOD             NE-079
 LH0437
 LH0437                          STATION DESCRIPTION
 LH0437
 LH0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0437'7.2 MI E FROM DENMAN.
 LH0437'7.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0437'SCHOOL AT DENMAN, 100.0 FEET SOUTHWEST OF THE CENTER OF A WIRE
 LH0437'GATE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.8
 LH0437'FEET NORTHEAST OF A POWER TRANSMISSION LINE POLE, 1.0 FOOT
 LH0437'NORTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST,
 LH0437'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 LH0437'FOOT ABOVE THE GROUND.
 LH0437
 LH0437                          STATION RECOVERY (2013)
 LH0437
 LH0437'RECOVERY NOTE BY GEOCACHING 2013 (JMJ)
 LH0437'RECOVERED IN GOOD CONDITION. ACCURATE WGS84 COORDINATES ARE AS
 LH0437'FOLLOWS--
 LH0437'N40 44.211 W98 36.241
 LH0437
 LH0437                          STATION RECOVERY (2020)
 LH0437
 LH0437'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0437'THE MARK IS 1.2 MI (1.9 KM) WEST OF THE INTERSECTION OF THE PROSSER
 LH0437'SPUR AND DENMAN ROAD, 35.0 FT (10.7 M) NORTHWEST OF THE CENTERLINE OF
 LH0437'DENMAN ROAD, 2.0 FT (0.6 M) EAST OF AN ORANGE WITNESS POST AND 4.5 FT
 LH0437'(1.4 M) NORTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0441 ***********************************************************************
 LH0441  DESIGNATION -  Y 287
 LH0441  PID         -  LH0441
 LH0441  STATE/COUNTY-  NE/HALL
 LH0441  COUNTRY     -  US
 LH0441  USGS QUAD   -  DENMAN (2017)
 LH0441
 LH0441                         *CURRENT SURVEY CONTROL
 LH0441  ______________________________________________________________________
 LH0441* NAD 83(1986) POSITION- 40 42 54.     (N) 098 39 10.     (W)   SCALED
 LH0441* NAVD 88 ORTHO HEIGHT -   606.426 (meters)     1989.58  (feet) ADJUSTED
 LH0441  ______________________________________________________________________
 LH0441  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 LH0441  DYNAMIC HEIGHT  -        606.090 (meters)     1988.48  (feet) COMP
 LH0441  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 LH0441
 LH0441  VERT ORDER      -  SECOND    CLASS 0
 LH0441
 LH0441.The horizontal coordinates were scaled from a map and have
 LH0441.an estimated accuracy of +/- 6 seconds.
 LH0441
 LH0441.The orthometric height was determined by differential leveling and
 LH0441.adjusted by the NATIONAL GEODETIC SURVEY
 LH0441.in June 1991.
 LH0441
 LH0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0441.GEOID18 height accuracy estimate available here.
 LH0441
 LH0441.Click photographs - Photos may exist for this station.
 LH0441
 LH0441.The dynamic height is computed by dividing the NAVD 88
 LH0441.geopotential number by the normal gravity value computed on the
 LH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0441.degrees latitude (g = 980.6199 gals.).
 LH0441
 LH0441.The modeled gravity was interpolated from observed gravity values.
 LH0441
 LH0441;                    North         East    Units  Estimated Accuracy
 LH0441;SPC NE       -    98,780.      613,800.      MT  (+/- 180 meters Scaled)
 LH0441
 LH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL293071(NAD 83)
 LH0441
 LH0441                          SUPERSEDED SURVEY CONTROL
 LH0441
 LH0441  NGVD 29 (??/??/92)  606.174  (m)         1988.76   (f) ADJ UNCH    2 0
 LH0441
 LH0441.Superseded values are not recommended for survey control.
 LH0441
 LH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0441.See file dsdata.pdf to determine how the superseded data were derived.
 LH0441
 LH0441_MARKER: DB = BENCH MARK DISK
 LH0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0441_STAMPING: Y 287 1949
 LH0441_MARK LOGO: CGS
 LH0441_PROJECTION: FLUSH
 LH0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0441+STABILITY: SURFACE MOTION
 LH0441
 LH0441  HISTORY     - Date     Condition        Report By
 LH0441  HISTORY     - 1949     MONUMENTED       CGS
 LH0441  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0441
 LH0441                          STATION DESCRIPTION
 LH0441
 LH0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0441'3.9 MI E FROM DENMAN.
 LH0441'3.9 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0441'SCHOOL AT DENMAN, AT THE FARM HOME OF W.T. SCHNEIDER, 144 FEET
 LH0441'SOUTH OF THE CENTER LINE OF THE ROAD, 22.0 FEET EAST OF THE
 LH0441'EAST CORNER OF THE HOUSE, 19.0 FEET SOUTHEAST OF THE CENTER OF
 LH0441'THE YARD GATE, 3.0 FEET NORTHWEST OF THE EAST CORNER POST OF
 LH0441'THE YARD FENCE, 1.0 FOOT NORTHEAST OF THE FENCE, AND SET IN THE
 LH0441'TOP OF A 5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LH0441'OF THE GROUND.
 LH0441
 LH0441                          STATION RECOVERY (1962)
 LH0441
 LH0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0459 ***********************************************************************
 LH0459  DESIGNATION -  Y 288 RESET
 LH0459  PID         -  LH0459
 LH0459  STATE/COUNTY-  NE/KEARNEY
 LH0459  COUNTRY     -  US
 LH0459  USGS QUAD   -  NEWARK (2017)
 LH0459
 LH0459                         *CURRENT SURVEY CONTROL
 LH0459  ______________________________________________________________________
 LH0459* NAD 83(1986) POSITION- 40 38 52.     (N) 098 54 16.     (W)   SCALED
 LH0459* NAVD 88 ORTHO HEIGHT -   635.27  (meters)     2084.2   (feet) RESET
 LH0459  ______________________________________________________________________
 LH0459  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 LH0459  VERT ORDER      -  THIRD
 LH0459
 LH0459.The horizontal coordinates were scaled from a map and have
 LH0459.an estimated accuracy of +/- 6 seconds.
 LH0459
 LH0459.The orthometric height was computed from unverified reset data.
 LH0459
 LH0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0459.GEOID18 height accuracy estimate available here.
 LH0459
 LH0459.Click photographs - Photos may exist for this station.
 LH0459
 LH0459;                    North         East    Units  Estimated Accuracy
 LH0459;SPC NE       -    91,010.      592,640.      MT  (+/- 180 meters Scaled)
 LH0459
 LH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK080996(NAD 83)
 LH0459
 LH0459                          SUPERSEDED SURVEY CONTROL
 LH0459
 LH0459.No superseded survey control is available for this station.
 LH0459
 LH0459_MARKER: DV = VERTICAL CONTROL DISK
 LH0459_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LH0459+WITH SETTING: INTO GROUND
 LH0459_STAMPING: Y 288 RESET 1973
 LH0459_MARK LOGO: NGS
 LH0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0459+STABILITY: SURFACE MOTION
 LH0459
 LH0459  HISTORY     - Date     Condition        Report By
 LH0459  HISTORY     - 1973     MONUMENTED       NGS
 LH0459  HISTORY     - 20040512 GOOD             NEDR
 LH0459
 LH0459                          STATION DESCRIPTION
 LH0459
 LH0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LH0459'9.9 MI SW FROM GIBBON.
 LH0459'6.9 MILES SOUTH ALONG A PAVED ROAD FROM THE HIGH SCHOOL AT
 LH0459'GIBBON, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD TO A FIELD
 LH0459'APPROACH ON THE RIGHT AND A FIELD APPROACH ON THE LEFT, A SPUR
 LH0459'LINE OF POWER POLES GOING SOUTH AND THE BENCH MARK ON THE LEFT,
 LH0459'31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 14 FEET EAST
 LH0459'OF THE CENTER OF THE FIELD APPROACH, 2 FEET EAST-NORTHEAST OF
 LH0459'A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE BENCH
 LH0459'MARK IS A STANDARD DISK STAMPED Y 288 RESET 1973, CRIMPED TO
 LH0459'THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL
 LH0459'PLATED BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 LH0459'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  THE DISK WAS RECLAIMED
 LH0459'FROM BENCH MARK Y 288 CONCRETE MONUMENT AND THE CONCRETE MONUMENT
 LH0459'WAS REMOVED FROM ITS ORIGINAL POSITION.
 LH0459
 LH0459                          STATION RECOVERY (2004)
 LH0459
 LH0459'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LH0459'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0378 ***********************************************************************
 ML0378  DESIGNATION -  Y 289
 ML0378  PID         -  ML0378
 ML0378  STATE/COUNTY-  NE/SHERMAN
 ML0378  COUNTRY     -  US
 ML0378  USGS QUAD   -  ROCKVILLE (2017)
 ML0378
 ML0378                         *CURRENT SURVEY CONTROL
 ML0378  ______________________________________________________________________
 ML0378* NAD 83(1986) POSITION- 41 06 34.     (N) 098 50 12.     (W)   SCALED
 ML0378* NAVD 88 ORTHO HEIGHT -   599.483 (meters)     1966.80  (feet) ADJUSTED
 ML0378  ______________________________________________________________________
 ML0378  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 ML0378  DYNAMIC HEIGHT  -        599.172 (meters)     1965.78  (feet) COMP
 ML0378  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 ML0378
 ML0378  VERT ORDER      -  FIRST     CLASS II
 ML0378
 ML0378.The horizontal coordinates were scaled from a map and have
 ML0378.an estimated accuracy of +/- 6 seconds.
 ML0378
 ML0378.The orthometric height was determined by differential leveling and
 ML0378.adjusted by the NATIONAL GEODETIC SURVEY
 ML0378.in June 1991.
 ML0378
 ML0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0378.GEOID18 height accuracy estimate available here.
 ML0378
 ML0378.Click photographs - Photos may exist for this station.
 ML0378
 ML0378.The dynamic height is computed by dividing the NAVD 88
 ML0378.geopotential number by the normal gravity value computed on the
 ML0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0378.degrees latitude (g = 980.6199 gals.).
 ML0378
 ML0378.The modeled gravity was interpolated from observed gravity values.
 ML0378
 ML0378;                    North         East    Units  Estimated Accuracy
 ML0378;SPC NE       -   142,340.      597,680.      MT  (+/- 180 meters Scaled)
 ML0378
 ML0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL137509(NAD 83)
 ML0378
 ML0378                          SUPERSEDED SURVEY CONTROL
 ML0378
 ML0378  NGVD 29 (??/??/92)  599.240  (m)         1966.01   (f) ADJ UNCH    1 2
 ML0378
 ML0378.Superseded values are not recommended for survey control.
 ML0378
 ML0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0378.See file dsdata.pdf to determine how the superseded data were derived.
 ML0378
 ML0378_MARKER: DB = BENCH MARK DISK
 ML0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0378_SP_SET: BRIDGE
 ML0378_STAMPING: Y 289 1949
 ML0378_MARK LOGO: CGS
 ML0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0378
 ML0378  HISTORY     - Date     Condition        Report By
 ML0378  HISTORY     - 1949     MONUMENTED       CGS
 ML0378  HISTORY     - 1950     GOOD             CGS
 ML0378  HISTORY     - 20120707 MARK NOT FOUND   NEDR
 ML0378
 ML0378                          STATION DESCRIPTION
 ML0378
 ML0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0378'0.8 MI SW FROM ROCKVILLE.
 ML0378'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0378'AT ROCKVILLE, SET IN THE TOP OF THE EAST PILLAR OF THE MOST
 ML0378'SOUTHERLY SET OF PILLARS OF THE BRIDGE OVER THE LOUP RIVER,
 ML0378'42.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 10.0
 ML0378'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 ML0378'BELOW THE LEVEL OF THE HIGHWAY.
 ML0378
 ML0378                          STATION RECOVERY (2012)
 ML0378
 ML0378'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2012 (DAK)
 ML0378'THE DESCRIBED BRIDGE DOES NOT EXIST. THE ORIGINAL BRIDGE WAS REPLACED
 ML0378'IN 1972.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0379 ***********************************************************************
 ML0379  DESIGNATION -  Y 289 RESET
 ML0379  PID         -  ML0379
 ML0379  STATE/COUNTY-  NE/SHERMAN
 ML0379  COUNTRY     -  US
 ML0379  USGS QUAD   -  ROCKVILLE (2017)
 ML0379
 ML0379                         *CURRENT SURVEY CONTROL
 ML0379  ______________________________________________________________________
 ML0379* NAD 83(1986) POSITION- 41 06 34.     (N) 098 50 13.     (W)   SCALED
 ML0379* NAVD 88 ORTHO HEIGHT -   650.94  (meters)     2135.6   (feet) RESET
 ML0379  ______________________________________________________________________
 ML0379  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 ML0379  VERT ORDER      -  THIRD
 ML0379
 ML0379.The horizontal coordinates were scaled from a map and have
 ML0379.an estimated accuracy of +/- 6 seconds.
 ML0379
 ML0379.The orthometric height was computed from unverified reset data.
 ML0379
 ML0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0379.GEOID18 height accuracy estimate available here.
 ML0379
 ML0379.Click photographs - Photos may exist for this station.
 ML0379
 ML0379;                    North         East    Units  Estimated Accuracy
 ML0379;SPC NE       -   142,340.      597,660.      MT  (+/- 180 meters Scaled)
 ML0379
 ML0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL136509(NAD 83)
 ML0379
 ML0379                          SUPERSEDED SURVEY CONTROL
 ML0379
 ML0379.No superseded survey control is available for this station.
 ML0379
 ML0379_MARKER: DB = BENCH MARK DISK
 ML0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0379_SP_SET: BRIDGE
 ML0379_STAMPING: Y 289 RESET 1972
 ML0379_MARK LOGO: CGS
 ML0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0379+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 ML0379
 ML0379  HISTORY     - Date     Condition        Report By
 ML0379  HISTORY     - 1972     MONUMENTED       NEDR
 ML0379  HISTORY     - 1974     GOOD             NEDR
 ML0379  HISTORY     - 20130115 GOOD             NEDR
 ML0379
 ML0379                          STATION DESCRIPTION
 ML0379
 ML0379'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 ML0379'0.6 MI SW FROM ROCKVILLE.
 ML0379'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0379'AT ROCKVILLE, SET IN THE TOP OF THE SOUTHWEST BUTTRESS OF THE
 ML0379'NEW BRIDGE OVER THE MIDDLE LOUP RIVER, 17 FT LEFT OF THE
 ML0379'CENTERLINE, 3 FT ABOVE THE BRIDGE DECK AND 192 FT NORTH OF THE
 ML0379'CENTERLINE OF A COUNTY ROAD INTERSECTION GOING WEST.
 ML0379
 ML0379                          STATION RECOVERY (2013)
 ML0379
 ML0379'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (DK)
 ML0379'FOUND ELEVATION TO BE IN ERROR. WE RUN THROUGH IT AND GOT A ELEVATION
 ML0379'
 ML0379'OF 1972.881 ON IT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0808 ***********************************************************************
 MK0808  DESIGNATION -  Y 290
 MK0808  PID         -  MK0808
 MK0808  STATE/COUNTY-  NE/SARPY
 MK0808  COUNTRY     -  US
 MK0808  USGS QUAD   -  ASHLAND EAST (2017)
 MK0808
 MK0808                         *CURRENT SURVEY CONTROL
 MK0808  ______________________________________________________________________
 MK0808* NAD 83(1986) POSITION- 41 03 32.     (N) 096 15 10.     (W)   SCALED
 MK0808* NAVD 88 ORTHO HEIGHT -   363.261 (meters)     1191.80  (feet) ADJUSTED
 MK0808  ______________________________________________________________________
 MK0808  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 MK0808  DYNAMIC HEIGHT  -        363.112 (meters)     1191.31  (feet) COMP
 MK0808  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 MK0808
 MK0808  VERT ORDER      -  SECOND    CLASS 0
 MK0808
 MK0808.The horizontal coordinates were scaled from a map and have
 MK0808.an estimated accuracy of +/- 6 seconds.
 MK0808
 MK0808.The orthometric height was determined by differential leveling and
 MK0808.adjusted by the NATIONAL GEODETIC SURVEY
 MK0808.in June 1991.
 MK0808
 MK0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0808.GEOID18 height accuracy estimate available here.
 MK0808
 MK0808.Click photographs - Photos may exist for this station.
 MK0808
 MK0808.The dynamic height is computed by dividing the NAVD 88
 MK0808.geopotential number by the normal gravity value computed on the
 MK0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0808.degrees latitude (g = 980.6199 gals.).
 MK0808
 MK0808.The modeled gravity was interpolated from observed gravity values.
 MK0808
 MK0808;                    North         East    Units  Estimated Accuracy
 MK0808;SPC NE       -   142,890.      814,800.      MT  (+/- 180 meters Scaled)
 MK0808
 MK0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL308489(NAD 83)
 MK0808
 MK0808                          SUPERSEDED SURVEY CONTROL
 MK0808
 MK0808  NGVD 29 (??/??/92)  363.158  (m)         1191.46   (f) ADJ UNCH    2 0
 MK0808
 MK0808.Superseded values are not recommended for survey control.
 MK0808
 MK0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0808.See file dsdata.pdf to determine how the superseded data were derived.
 MK0808
 MK0808_MARKER: DB = BENCH MARK DISK
 MK0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0808_STAMPING: Y 290 1950
 MK0808_MARK LOGO: CGS
 MK0808_PROJECTION: RECESSED 9 CENTIMETERS
 MK0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0808+STABILITY: SURFACE MOTION
 MK0808
 MK0808  HISTORY     - Date     Condition        Report By
 MK0808  HISTORY     - 1950     MONUMENTED       CGS
 MK0808
 MK0808                          STATION DESCRIPTION
 MK0808
 MK0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0808'4.1 MI SE FROM MELIA.
 MK0808'0.5 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0808'RAILROAD FROM THE STATION SIGN AT MELIA, THENCE 1.6 MILES SOUTH
 MK0808'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A GRAVELED
 MK0808'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A JUNCTION
 MK0808'OF AN EAST AND WEST ROAD AND STATE HIGHWAY 85, 227 FEET SOUTH
 MK0808'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 110 FEET EAST OF
 MK0808'THE CENTER LINE OF THE HIGHWAY, 67 FEET SOUTHWEST OF THE SOUTHWEST
 MK0808'CORNER OF THE PETE JENSEN FARMHOUSE, 22.4 FEET EAST OF THE
 MK0808'NORTHEAST CORNER OF A STORM CELLAR, 11 FEET SOUTH OF THE CENTER
 MK0808'LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTHWEST OF THE NORTHWEST
 MK0808'CORNER OF A GARAGE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0808'0.3 FOOT BELOW THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0419 ***********************************************************************
 LH0419  DESIGNATION -  Y 291
 LH0419  PID         -  LH0419
 LH0419  STATE/COUNTY-  NE/BUFFALO
 LH0419  COUNTRY     -  US
 LH0419  USGS QUAD   -  SHELTON (2017)
 LH0419
 LH0419                         *CURRENT SURVEY CONTROL
 LH0419  ______________________________________________________________________
 LH0419* NAD 83(1986) POSITION- 40 52 17.     (N) 098 44 25.     (W)   SCALED
 LH0419* NAVD 88 ORTHO HEIGHT -   626.157 (meters)     2054.32  (feet) ADJUSTED
 LH0419  ______________________________________________________________________
 LH0419  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 LH0419  DYNAMIC HEIGHT  -        625.813 (meters)     2053.19  (feet) COMP
 LH0419  MODELED GRAVITY -    980,055.0   (mgal)                       NAVD 88
 LH0419
 LH0419  VERT ORDER      -  FIRST     CLASS II
 LH0419
 LH0419.The horizontal coordinates were scaled from a map and have
 LH0419.an estimated accuracy of +/- 6 seconds.
 LH0419
 LH0419.The orthometric height was determined by differential leveling and
 LH0419.adjusted by the NATIONAL GEODETIC SURVEY
 LH0419.in June 1991.
 LH0419
 LH0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0419.GEOID18 height accuracy estimate available here.
 LH0419
 LH0419.Click photographs - Photos may exist for this station.
 LH0419
 LH0419.The dynamic height is computed by dividing the NAVD 88
 LH0419.geopotential number by the normal gravity value computed on the
 LH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0419.degrees latitude (g = 980.6199 gals.).
 LH0419
 LH0419.The modeled gravity was interpolated from observed gravity values.
 LH0419
 LH0419;                    North         East    Units  Estimated Accuracy
 LH0419;SPC NE       -   116,030.      606,160.      MT  (+/- 180 meters Scaled)
 LH0419
 LH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218245(NAD 83)
 LH0419
 LH0419                          SUPERSEDED SURVEY CONTROL
 LH0419
 LH0419  NGVD 29 (??/??/92)  625.900  (m)         2053.47   (f) ADJ UNCH    1 2
 LH0419
 LH0419.Superseded values are not recommended for survey control.
 LH0419
 LH0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0419.See file dsdata.pdf to determine how the superseded data were derived.
 LH0419
 LH0419_MARKER: DB = BENCH MARK DISK
 LH0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0419_STAMPING: Y 291 1949
 LH0419_MARK LOGO: CGS
 LH0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0419+STABILITY: SURFACE MOTION
 LH0419
 LH0419  HISTORY     - Date     Condition        Report By
 LH0419  HISTORY     - 1949     MONUMENTED       CGS
 LH0419
 LH0419                          STATION DESCRIPTION
 LH0419
 LH0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0419'6.4 MI N FROM SHELTON.
 LH0419'6.4 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0419'SHELTON, 0.1 MILE SOUTH OF THE NORTHWEST CORNER OF SECTION 1,
 LH0419'T. 10 N., R. 13 W., ON THE NORTH SLOPE OF A HILL, 67 FEET NORTH
 LH0419'OF A TELEPHONE POLE, 28 FEET EAST OF THE CENTER LINE OF THE
 LH0419'ROAD, 1 FOOT EAST OF A FENCE, ON TOP OF A CUT BANK, 2 FEET
 LH0419'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0419'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0419'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0633 ***********************************************************************
 LH0633  DESIGNATION -  Y 292
 LH0633  PID         -  LH0633
 LH0633  STATE/COUNTY-  NE/BUFFALO
 LH0633  COUNTRY     -  US
 LH0633  USGS QUAD   -  RIVERDALE (2017)
 LH0633
 LH0633                         *CURRENT SURVEY CONTROL
 LH0633  ______________________________________________________________________
 LH0633* NAD 83(1986) POSITION- 40 48 32.28   (N) 099 13 16.19   (W)   HD_HELD1
 LH0633* NAVD 88 ORTHO HEIGHT -   673.685 (meters)     2210.25  (feet) ADJUSTED
 LH0633  ______________________________________________________________________
 LH0633  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 LH0633  DYNAMIC HEIGHT  -        673.302 (meters)     2208.99  (feet) COMP
 LH0633  MODELED GRAVITY -    980,034.7   (mgal)                       NAVD 88
 LH0633
 LH0633  VERT ORDER      -  SECOND    CLASS 0
 LH0633
 LH0633.The horizontal coordinates were determined by differentially corrected
 LH0633.hand held GPS observations or other comparable positioning techniques
 LH0633.and have an estimated accuracy of +/- 3 meters.
 LH0633
 LH0633.The orthometric height was determined by differential leveling and
 LH0633.adjusted by the NATIONAL GEODETIC SURVEY
 LH0633.in June 1991.
 LH0633
 LH0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0633.GEOID18 height accuracy estimate available here.
 LH0633
 LH0633.Click photographs - Photos may exist for this station.
 LH0633
 LH0633.The dynamic height is computed by dividing the NAVD 88
 LH0633.geopotential number by the normal gravity value computed on the
 LH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0633.degrees latitude (g = 980.6199 gals.).
 LH0633
 LH0633.The modeled gravity was interpolated from observed gravity values.
 LH0633
 LH0633;                    North         East    Units  Estimated Accuracy
 LH0633;SPC NE       -   108,618.3     565,697.8     MT  (+/- 3 meters HH1 GPS) 
 LH0633
 LH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8134617574(NAD 83)
 LH0633
 LH0633                          SUPERSEDED SURVEY CONTROL
 LH0633
 LH0633  NGVD 29 (??/??/92)  673.433  (m)         2209.42   (f) ADJ UNCH    2 0
 LH0633
 LH0633.Superseded values are not recommended for survey control.
 LH0633
 LH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0633.See file dsdata.pdf to determine how the superseded data were derived.
 LH0633
 LH0633_MARKER: DB = BENCH MARK DISK
 LH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0633_STAMPING: Y 292 1949
 LH0633_MARK LOGO: CGS
 LH0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0633+STABILITY: SURFACE MOTION
 LH0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0633+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0633
 LH0633  HISTORY     - Date     Condition        Report By
 LH0633  HISTORY     - 1949     MONUMENTED       CGS
 LH0633  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0633  HISTORY     - 19930726 GOOD             NGS
 LH0633
 LH0633                          STATION DESCRIPTION
 LH0633
 LH0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0633'3.3 MI SE FROM AMHERST.
 LH0633'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0633'PACIFIC RAILROAD STATION AT AMHERST, AT A PRIVATE ROAD CROSSING
 LH0633'LEADING SOUTHWEST ACROSS THE RAILROAD, 190 FEET SOUTHWEST OF THE
 LH0633'CENTER LINE OF THE HIGHWAY, 98 FEET SOUTHWEST OF THE SOUTHWEST
 LH0633'RAIL OF THE TRACK, 20 FEET NORTHWEST OF THE CENTER LINE OF A
 LH0633'GATE, 0.7 FOOT NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A
 LH0633'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 LH0633'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0633'BENCH MARK IS LOCATED 0.9 MILE NORTHWEST OF BENCH MARK Z 292.
 LH0633
 LH0633                          STATION RECOVERY (1983)
 LH0633
 LH0633'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0633'MARK NOT FOUND.
 LH0633
 LH0633                          STATION RECOVERY (1993)
 LH0633
 LH0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0633'ABOUT 3.3 MI (5.3 KM) SOUTHEAST FROM AMHERST, ON THE RIGHT-OF-WAY OF
 LH0633'AN ABANDONED RAILROAD BED, IN THE NE1/4, SEC26, T10N, R17W. TO REACH
 LH0633'THE MARK FROM THE SITE OF THE OLD RAILROAD STATION, IN AMHERST, GO
 LH0633'SOUTHEAST ON STATE HIGHWAY 40 FOR 3.3 MI (5.3 KM) TO THE MARK ON THE
 LH0633'RIGHT, 57.9 M (190.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 LH0633'11.60 M (38.06 FT) SOUTHEAST FROM A POWERLINE POLE, 11.18 M (36.68 FT)
 LH0633'NORTHWEST FROM AND OLD, CONCRETE, RAILROAD FENCE POST, 5.4 M (17.7 FT)
 LH0633'NORTHWEST FROM THE CENTERLINE OF A FIELD ENTRANCE, 0.3 M (1.0 FT)
 LH0633'NORTH FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE
 LH0633'POST THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0577 ***********************************************************************
 LH0577  DESIGNATION -  Y 293
 LH0577  PID         -  LH0577
 LH0577  STATE/COUNTY-  NE/BUFFALO
 LH0577  COUNTRY     -  US
 LH0577  USGS QUAD   -  PLEASANTON SE (2017)
 LH0577
 LH0577                         *CURRENT SURVEY CONTROL
 LH0577  ______________________________________________________________________
 LH0577* NAD 83(1986) POSITION- 40 51 10.     (N) 099 05 04.     (W)   SCALED
 LH0577* NAVD 88 ORTHO HEIGHT -   682.964 (meters)     2240.69  (feet) ADJUSTED
 LH0577  ______________________________________________________________________
 LH0577  GEOID HEIGHT    -        -24.132 (meters)                     GEOID18
 LH0577  DYNAMIC HEIGHT  -        682.589 (meters)     2239.46  (feet) COMP
 LH0577  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 LH0577
 LH0577  VERT ORDER      -  SECOND    CLASS 0
 LH0577
 LH0577.The horizontal coordinates were scaled from a map and have
 LH0577.an estimated accuracy of +/- 6 seconds.
 LH0577
 LH0577.The orthometric height was determined by differential leveling and
 LH0577.adjusted by the NATIONAL GEODETIC SURVEY
 LH0577.in June 1991.
 LH0577
 LH0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0577.GEOID18 height accuracy estimate available here.
 LH0577
 LH0577.Click photographs - Photos may exist for this station.
 LH0577
 LH0577.The dynamic height is computed by dividing the NAVD 88
 LH0577.geopotential number by the normal gravity value computed on the
 LH0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0577.degrees latitude (g = 980.6199 gals.).
 LH0577
 LH0577.The modeled gravity was interpolated from observed gravity values.
 LH0577
 LH0577;                    North         East    Units  Estimated Accuracy
 LH0577;SPC NE       -   113,600.      577,180.      MT  (+/- 180 meters Scaled)
 LH0577
 LH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML928224(NAD 83)
 LH0577
 LH0577                          SUPERSEDED SURVEY CONTROL
 LH0577
 LH0577  NGVD 29 (??/??/92)  682.722  (m)         2239.90   (f) ADJ UNCH    2 0
 LH0577
 LH0577.Superseded values are not recommended for survey control.
 LH0577
 LH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0577.See file dsdata.pdf to determine how the superseded data were derived.
 LH0577
 LH0577_MARKER: DB = BENCH MARK DISK
 LH0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0577_STAMPING: Y 293 1949
 LH0577_MARK LOGO: CGS
 LH0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0577+STABILITY: SURFACE MOTION
 LH0577
 LH0577  HISTORY     - Date     Condition        Report By
 LH0577  HISTORY     - 1949     MONUMENTED       CGS
 LH0577
 LH0577                          STATION DESCRIPTION
 LH0577
 LH0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0577'7.8 MI S FROM PLEASANTON.
 LH0577'7.8 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 LH0577'AT PLEASANTON, BUFFALO COUNTY, ON THE TOP OF A CUT BANK, AT THE
 LH0577'JUNCTION OF A ROAD LEADING WEST, 55 FEET SOUTH OF THE CENTER
 LH0577'LINE OF THE ROAD, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0577'5 FEET NORTH OF A POLE, 1 FOOT WEST OF A FENCE, AND 1.4 FEET SOUTH
 LH0577'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 293
 LH0577'1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LH0577'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0551 ***********************************************************************
 LH0551  DESIGNATION -  Y 294
 LH0551  PID         -  LH0551
 LH0551  STATE/COUNTY-  NE/BUFFALO
 LH0551  COUNTRY     -  US
 LH0551  USGS QUAD   -  MILLER (2017)
 LH0551
 LH0551                         *CURRENT SURVEY CONTROL
 LH0551  ______________________________________________________________________
 LH0551* NAD 83(1986) POSITION- 40 58 24.     (N) 099 23 15.     (W)   SCALED
 LH0551* NAVD 88 ORTHO HEIGHT -   728.393 (meters)     2389.74  (feet) ADJUSTED
 LH0551  ______________________________________________________________________
 LH0551  GEOID HEIGHT    -        -23.772 (meters)                     GEOID18
 LH0551  DYNAMIC HEIGHT  -        727.987 (meters)     2388.40  (feet) COMP
 LH0551  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 LH0551
 LH0551  VERT ORDER      -  SECOND    CLASS 0
 LH0551
 LH0551.The horizontal coordinates were scaled from a map and have
 LH0551.an estimated accuracy of +/- 6 seconds.
 LH0551
 LH0551.The orthometric height was determined by differential leveling and
 LH0551.adjusted by the NATIONAL GEODETIC SURVEY
 LH0551.in June 1991.
 LH0551
 LH0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0551.GEOID18 height accuracy estimate available here.
 LH0551
 LH0551.Click photographs - Photos may exist for this station.
 LH0551
 LH0551.The dynamic height is computed by dividing the NAVD 88
 LH0551.geopotential number by the normal gravity value computed on the
 LH0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0551.degrees latitude (g = 980.6199 gals.).
 LH0551
 LH0551.The modeled gravity was interpolated from observed gravity values.
 LH0551
 LH0551;                    North         East    Units  Estimated Accuracy
 LH0551;SPC NE       -   126,750.      551,540.      MT  (+/- 180 meters Scaled)
 LH0551
 LH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML673358(NAD 83)
 LH0551
 LH0551                          SUPERSEDED SURVEY CONTROL
 LH0551
 LH0551  NGVD 29 (??/??/92)  728.140  (m)         2388.91   (f) ADJ UNCH    2 0
 LH0551
 LH0551.Superseded values are not recommended for survey control.
 LH0551
 LH0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0551.See file dsdata.pdf to determine how the superseded data were derived.
 LH0551
 LH0551_MARKER: DB = BENCH MARK DISK
 LH0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0551_STAMPING: Y 294 1949
 LH0551_MARK LOGO: CGS
 LH0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0551+STABILITY: SURFACE MOTION
 LH0551
 LH0551  HISTORY     - Date     Condition        Report By
 LH0551  HISTORY     - 1949     MONUMENTED       CGS
 LH0551
 LH0551                          STATION DESCRIPTION
 LH0551
 LH0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0551'3.1 MI N FROM MILLER.
 LH0551'3.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0551'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0551'AT THE SOUTH END OF A CUT AND THE NORTH END OF A FILL, ON A
 LH0551'HILL SLOPING DOWN AND TO THE NORTH, NEAR THE NORTHWEST CORNER
 LH0551'OF SECTION 332, T. 12 N., R. 18 W., 143 FEET SOUTH OF A
 LH0551'3-WAY CORNER FENCE POST, 38 FEET EAST OF THE CENTER LINE OF THE
 LH0551'HIGHWAY, 0.9 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE
 LH0551'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0551'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0122 ***********************************************************************
 LG0122  DESIGNATION -  Y 295
 LG0122  PID         -  LG0122
 LG0122  STATE/COUNTY-  NE/CASS
 LG0122  COUNTRY     -  US
 LG0122  USGS QUAD   -  MANLEY (2017)
 LG0122
 LG0122                         *CURRENT SURVEY CONTROL
 LG0122  ______________________________________________________________________
 LG0122* NAD 83(1986) POSITION- 40 59 08.     (N) 096 09 59.     (W)   SCALED
 LG0122* NAVD 88 ORTHO HEIGHT -   354.324 (meters)     1162.48  (feet) ADJUSTED
 LG0122  ______________________________________________________________________
 LG0122  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 LG0122  DYNAMIC HEIGHT  -        354.178 (meters)     1162.00  (feet) COMP
 LG0122  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 LG0122
 LG0122  VERT ORDER      -  SECOND    CLASS 0
 LG0122
 LG0122.The horizontal coordinates were scaled from a map and have
 LG0122.an estimated accuracy of +/- 6 seconds.
 LG0122
 LG0122.The orthometric height was determined by differential leveling and
 LG0122.adjusted by the NATIONAL GEODETIC SURVEY
 LG0122.in June 1991.
 LG0122
 LG0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0122.GEOID18 height accuracy estimate available here.
 LG0122
 LG0122.Click photographs - Photos may exist for this station.
 LG0122
 LG0122.The dynamic height is computed by dividing the NAVD 88
 LG0122.geopotential number by the normal gravity value computed on the
 LG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0122.degrees latitude (g = 980.6199 gals.).
 LG0122
 LG0122.The modeled gravity was interpolated from observed gravity values.
 LG0122
 LG0122;                    North         East    Units  Estimated Accuracy
 LG0122;SPC NE       -   135,080.      822,410.      MT  (+/- 180 meters Scaled)
 LG0122
 LG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL383410(NAD 83)
 LG0122
 LG0122                          SUPERSEDED SURVEY CONTROL
 LG0122
 LG0122  NGVD 29 (??/??/92)  354.226  (m)         1162.16   (f) ADJ UNCH    2 0
 LG0122
 LG0122.Superseded values are not recommended for survey control.
 LG0122
 LG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0122.See file dsdata.pdf to determine how the superseded data were derived.
 LG0122
 LG0122_MARKER: DB = BENCH MARK DISK
 LG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0122_STAMPING: Y 295 1950
 LG0122_MARK LOGO: CGS
 LG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0122+STABILITY: SURFACE MOTION
 LG0122
 LG0122  HISTORY     - Date     Condition        Report By
 LG0122  HISTORY     - 1950     MONUMENTED       CGS
 LG0122  HISTORY     - 1964     GOOD             USGS
 LG0122
 LG0122                          STATION DESCRIPTION
 LG0122
 LG0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0122'1 MI SW FROM LOUISVILLE.
 LG0122'1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE CITY HALL AT
 LG0122'LOUISVILLE, 340 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 400
 LG0122'FEET NORTHWEST OF A FARMHOUSE, 200 FEET NORTHWEST OF A BARN, IN
 LG0122'LINE WITH A NORTH AND SOUTH ROW OF CEDAR TREES, 25 FEET SOUTHWEST
 LG0122'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 FEET EAST OF A
 LG0122'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LG0122'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  1.0
 LG0122'MILE SW OF LOUISVILLE ALONG A CO. ROAD, IN NW 1/4 OF SEC. 27.
 LG0122'T12N, R11E, 34 FEET SOUTH OF NORTH MOST TREE IN A ROW OF CEDAR
 LG0122'TREES, 6.5 FEET SE OF AN 18 INCH CEDAR TREE AND 5.5 FEET NE OF AN
 LG0122'18 INCH CEDAR TREE.
 LG0122
 LG0122                          STATION RECOVERY (1964)
 LG0122
 LG0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0146 ***********************************************************************
 LG0146  DESIGNATION -  Y 296
 LG0146  PID         -  LG0146
 LG0146  STATE/COUNTY-  NE/CASS
 LG0146  COUNTRY     -  US
 LG0146  USGS QUAD   -  WEEPING WATER NE (2017)
 LG0146
 LG0146                         *CURRENT SURVEY CONTROL
 LG0146  ______________________________________________________________________
 LG0146* NAD 83(1986) POSITION- 40 54 52.     (N) 096 00 38.     (W)   SCALED
 LG0146* NAVD 88 ORTHO HEIGHT -   376.401 (meters)     1234.91  (feet) ADJUSTED
 LG0146  ______________________________________________________________________
 LG0146  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 LG0146  DYNAMIC HEIGHT  -        376.240 (meters)     1234.38  (feet) COMP
 LG0146  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 LG0146
 LG0146  VERT ORDER      -  SECOND    CLASS 0
 LG0146
 LG0146.The horizontal coordinates were scaled from a map and have
 LG0146.an estimated accuracy of +/- 6 seconds.
 LG0146
 LG0146.The orthometric height was determined by differential leveling and
 LG0146.adjusted by the NATIONAL GEODETIC SURVEY
 LG0146.in June 1991.
 LG0146
 LG0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0146.GEOID18 height accuracy estimate available here.
 LG0146
 LG0146.Click photographs - Photos may exist for this station.
 LG0146
 LG0146.The dynamic height is computed by dividing the NAVD 88
 LG0146.geopotential number by the normal gravity value computed on the
 LG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0146.degrees latitude (g = 980.6199 gals.).
 LG0146
 LG0146.The modeled gravity was interpolated from observed gravity values.
 LG0146
 LG0146;                    North         East    Units  Estimated Accuracy
 LG0146;SPC NE       -   127,780.      835,870.      MT  (+/- 180 meters Scaled)
 LG0146
 LG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL517335(NAD 83)
 LG0146
 LG0146                          SUPERSEDED SURVEY CONTROL
 LG0146
 LG0146  NGVD 29 (??/??/92)  376.300  (m)         1234.58   (f) ADJ UNCH    2 0
 LG0146
 LG0146.Superseded values are not recommended for survey control.
 LG0146
 LG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0146.See file dsdata.pdf to determine how the superseded data were derived.
 LG0146
 LG0146_MARKER: DB = BENCH MARK DISK
 LG0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0146_STAMPING: Y 296 1949
 LG0146_MARK LOGO: CGS
 LG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0146+STABILITY: SURFACE MOTION
 LG0146
 LG0146  HISTORY     - Date     Condition        Report By
 LG0146  HISTORY     - 1949     MONUMENTED       CGS
 LG0146
 LG0146                          STATION DESCRIPTION
 LG0146
 LG0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0146'4.4 MI W FROM MURRAY.
 LG0146'4.45 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0146'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, AT THE PLEASANT
 LG0146'HILL SCHOOLHOUSE DIST. 26, 95 FEET SOUTH OF THE CENTER LINE OF
 LG0146'THE HIGHWAY, 4.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LG0146'SCHOOLHOUSE, SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 LG0146'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1004 ***********************************************************************
 MK1004  DESIGNATION -  Y 297
 MK1004  PID         -  MK1004
 MK1004  STATE/COUNTY-  NE/SAUNDERS
 MK1004  COUNTRY     -  US
 MK1004  USGS QUAD   -  WAHOO EAST (2017)
 MK1004
 MK1004                         *CURRENT SURVEY CONTROL
 MK1004  ______________________________________________________________________
 MK1004* NAD 83(2011) POSITION- 41 14 05.26924(N) 096 35 56.50848(W)   ADJUSTED
 MK1004* NAD 83(2011) ELLIP HT-   345.298 (meters)        (06/27/12)   ADJUSTED
 MK1004* NAD 83(2011) EPOCH   -  2010.00
 MK1004* NAVD 88 ORTHO HEIGHT -   372.306 (meters)     1221.47  (feet) ADJUSTED
 MK1004  ______________________________________________________________________
 MK1004  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 MK1004  NAD 83(2011) X  -   -552,043.187 (meters)                     COMP
 MK1004  NAD 83(2011) Y  - -4,771,877.316 (meters)                     COMP
 MK1004  NAD 83(2011) Z  -  4,182,295.244 (meters)                     COMP
 MK1004  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 MK1004  DYNAMIC HEIGHT  -        372.129 (meters)     1220.89  (feet) COMP
 MK1004  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 MK1004
 MK1004  VERT ORDER      -  SECOND    CLASS 0
 MK1004
 MK1004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MK1004  Standards:
 MK1004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MK1004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MK1004  -------------------------------------------------------------------
 MK1004  NETWORK    0.56   1.16           0.26   0.18   0.59     -0.00554341
 MK1004  -------------------------------------------------------------------
 MK1004  Click here for local accuracies and other accuracy information.
 MK1004
 MK1004.This mark is at Wahoo Municipal Airport (AHQ)
 MK1004
 MK1004.The horizontal coordinates were established by GPS observations
 MK1004.and adjusted by the National Geodetic Survey in June 2012.
 MK1004
 MK1004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MK1004.been affixed to the stable North American tectonic plate. See 
 MK1004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MK1004
 MK1004.The horizontal coordinates are valid at the epoch date displayed above
 MK1004.which is a decimal equivalence of Year/Month/Day.
 MK1004
 MK1004.The orthometric height was determined by differential leveling and
 MK1004.adjusted by the NATIONAL GEODETIC SURVEY
 MK1004.in June 1991.
 MK1004
 MK1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1004.GEOID18 height accuracy estimate available here.
 MK1004
 MK1004.Click photographs - Photos may exist for this station.
 MK1004
 MK1004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1004
 MK1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK1004
 MK1004.The ellipsoidal height was determined by GPS observations
 MK1004.and is referenced to NAD 83.
 MK1004
 MK1004.The dynamic height is computed by dividing the NAVD 88
 MK1004.geopotential number by the normal gravity value computed on the
 MK1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1004.degrees latitude (g = 980.6199 gals.).
 MK1004
 MK1004.The modeled gravity was interpolated from observed gravity values.
 MK1004
 MK1004. The following values were computed from the NAD 83(2011) position.
 MK1004
 MK1004;                    North         East     Units Scale Factor Converg.
 MK1004;SPC NE       -   161,203.581   784,955.719   MT  0.99966973   +2 15 13.7
 MK1004;SPC NE       -   528,882.08  2,575,308.89   sFT  0.99966973   +2 15 13.7
 MK1004;UTM  14      - 4,567,602.082   701,214.799   MT  1.00009831   +1 34 59.2
 MK1004
 MK1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1004!SPC NE       -   0.99994584  x   0.99966973  =   0.99961559
 MK1004!UTM  14      -   0.99994584  x   1.00009831  =   1.00004415
 MK1004
 MK1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0121467602(NAD 83)
 MK1004
 MK1004|---------------------------------------------------------------------|
 MK1004| PID    Reference Object                     Distance      Geod. Az  |
 MK1004|                                                           dddmmss.s |
 MK1004| MK2169 LUDI                                159.358 METERS 01746     |
 MK1004|---------------------------------------------------------------------|
 MK1004
 MK1004                          SUPERSEDED SURVEY CONTROL
 MK1004
 MK1004  NAD 83(2007)-  41 14 05.26923(N)    096 35 56.50906(W) AD(2002.00) 0
 MK1004  ELLIP H (02/10/07)  345.318  (m)                       GP(2002.00)    
 MK1004  ELLIP H (01/09/02)  345.311  (m)                       GP(       ) 4 1
 MK1004  NAD 83(1995)-  41 14 05.26919(N)    096 35 56.50845(W) AD(       ) 3
 MK1004  ELLIP H (09/17/98)  345.371  (m)                       GP(       ) 4 1
 MK1004  NAD 83(1995)-  41 14 05.26902(N)    096 35 56.50883(W) AD(       ) 2
 MK1004  ELLIP H (08/18/97)  345.380  (m)                       GP(       ) 4 1
 MK1004  NAD 83(1986)-  41 14 05.27949(N)    096 35 56.51405(W) AD(       ) 2
 MK1004  NAD 27      -  41 14 05.26562(N)    096 35 55.41990(W) AD(       ) 2
 MK1004  NAVD 88             372.31   (m)         1221.5    (f) LEVELING    3  
 MK1004  NGVD 29 (??/??/92)  372.159  (m)         1220.99   (f) ADJ UNCH    2 0
 MK1004  NGVD 29             372.16   (m)         1221.0    (f) LEVELING    3  
 MK1004
 MK1004.Superseded values are not recommended for survey control.
 MK1004
 MK1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1004.See file dsdata.pdf to determine how the superseded data were derived.
 MK1004
 MK1004_MARKER: DB = BENCH MARK DISK
 MK1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1004_STAMPING: Y 297 1950
 MK1004_MARK LOGO: CGS
 MK1004_PROJECTION: PROJECTING 30 CENTIMETERS
 MK1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1004+STABILITY: SURFACE MOTION
 MK1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1004+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 MK1004
 MK1004  HISTORY     - Date     Condition        Report By
 MK1004  HISTORY     - 1950     MONUMENTED       CGS
 MK1004  HISTORY     - 1967     GOOD             CGS
 MK1004  HISTORY     - 1984     GOOD             LOCSUR
 MK1004  HISTORY     - 19890304 GOOD             NGS
 MK1004  HISTORY     - 19970805 GOOD             NGS
 MK1004  HISTORY     - 20100423 GOOD             INDIV
 MK1004  HISTORY     - 20200226 GOOD             NEGS
 MK1004
 MK1004                          STATION DESCRIPTION
 MK1004
 MK1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1004'2.5 MI NE FROM WAHOO.
 MK1004'2.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE
 MK1004'COURTHOUSE AT WAHOO, SAUNDERS COUNTY, AT WAHOO AIRPORT, AT THE
 MK1004'MAIN ENTRANCE, 72 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1004'47 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH TO THE
 MK1004'HANGARS, 30 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE,
 MK1004'AND 2.4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 MK1004'DISK, STAMPED Y 297 1950 AND SET IN THE TOP OF A CONCRETE POST
 MK1004'PROJECTING 0.6 FOOT ABOVE GROUND.
 MK1004
 MK1004                          STATION RECOVERY (1967)
 MK1004
 MK1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK1004'2.5 MILES NE OF U.S. HWYS 77 AND 30A FROM THE COURTHOUSE AT
 MK1004'WAHOO, AT WAHOO AIRPORT, AT THE MAIN ENTRANCE, 72 FEET N OF THE
 MK1004'CENTER LINE OF HIGHWAY, 47 FEET W OF THE CENTER LINE OF A ROAD
 MK1004'LEADING N TO THE HANGARS, 30 FEET N OF A FENCE CORNER, ONE FOOT
 MK1004'E OF THE FENCE, AND 2.4 FEET S OF A WHITE WOODEN WITNESS POST.
 MK1004'A STANDARD DISK, STAMPED Y 297 1950 AND SET IN TOP OF A CONCRETE
 MK1004'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 MK1004
 MK1004                          STATION RECOVERY (1984)
 MK1004
 MK1004'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1004'RECOVERED IN GOOD CONDITION.
 MK1004
 MK1004                          STATION RECOVERY (1989)
 MK1004
 MK1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK1004'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF WAHOO, ALONG
 MK1004'U.S. HIGHWAY 77 AND STATE HIGHWAY 92, IN THE NORTHWEST ANGLE OF THE
 MK1004'JUNCTION WITH A ROAD LEADING TO THE WAHOO MUNICIPAL AIRPORT, IN FRONT
 MK1004'OF SOME OLD TOURIST CABINS.  OWNERSHIP--NE DEPT OF ROADS.
 MK1004'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON US
 MK1004'HIGHWAY 77 AND STATE HIGHWAY 92 FOR 4.02 KM (2.50 MI) TO A
 MK1004'Y-INTERSECTION WITH STATE HIGHWAY 109.  KEEP LEFT AND GO NORTH ON
 MK1004'STATE HIGHWAY 109 FOR 0.28 KM (0.15 MI) TO A CROSSROAD.  TURN RIGHT
 MK1004'AND GO EAST ON US HIGHWAY 77 AND STATE HIGHWAY 92 FOR 0.31 KM
 MK1004'(0.20 MI) TO A GRAVEL ROAD LEFT AND THE STATION ON THE LEFT.
 MK1004'THE STATION IS PROJECTING 30 CM AND ABOUT 0.6 M (2.0 FT) HIGHER THAN
 MK1004'THE HIGHWAY.  IT IS 17.2 M (56.4 FT) NORTH OF THE HIGHWAY MEDIAN
 MK1004'STRIP, 15.5 M (50.9 FT) WEST OF THE APPROXIMATE CENTER OF THE GRAVEL
 MK1004'ROAD, 8.4 M (27.6 FT) SOUTHWEST OF THE SOUTH END OF A METAL DRAIN PIPE
 MK1004'UNDER A DRIVEWAY TO THE TOURIST CABINS, 5.4 M (17.7 FT) SOUTH OF A
 MK1004'CONCRETE RIGHT-OF-WAY POST AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
 MK1004'DESCRIBED BY R.D.BALL.
 MK1004
 MK1004                          STATION RECOVERY (1997)
 MK1004
 MK1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK1004'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK1004'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT THE ENTRANCE TO
 MK1004'THE WAHOO MUNICIPAL AIRPORT.  OWNERSHIP--THE STATION IS IN THE RIGHT
 MK1004'OF WAY OF COMBINED US HIGHWAY 77 AND STATE HIGHWAY 93.  TO REACH THE
 MK1004'STATION FROM THE CROSSROAD JUNCTION OF COMBINED US HIGHWAY 77 AND
 MK1004'STATE HIGHWAY 92 (SOUTH AND WEST BOUND LANES) WITH STATE HIGHWAY 109
 MK1004'WHICH IS 3.9 KM (2.40 MI) NORTH ALONG THE COMBINED HIGHWAYS FROM THE
 MK1004'WAHOO COURTHOUSE, GO EAST FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD ON
 MK1004'LEFT AND THE STATION ON LEFT.  THE MARK IS CGS BENCHMARK DISK IN A 25
 MK1004'CM (10 IN) ROUND CONCRETE MONUMENT.  17.2 M (56.4 FT) NORTH FROM THE
 MK1004'HIGHWAY MEDIAN, 15.5 M (50.9 FT) WEST FROM THE GRAVEL ROAD CENTER, 8.4
 MK1004'M (27.6 FT) SOUTHWEST FROM THE SOUTH END OF A METAL CULVERT UNDER A
 MK1004'DRIVEWAY LEADING TO BILLS WAHOO MOTEL, 5.4 M (17.7 FT) SOUTH FROM A
 MK1004'CONCRETE RIGHT OF WAY MONUMENT AND 0.2 M (0.7 FT) NORTH FROM A
 MK1004'FIBERGLASS NGS WITNESS POST.  THE MARK PROJECTS 30 CM (10 IN) ABOVE
 MK1004'THE GROUND AND ABOUT 0.2 M (0.7 FT) HIGHER THAN THE US HIGHWAY CENTER.
 MK1004
 MK1004                          STATION RECOVERY (2010)
 MK1004
 MK1004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK1004'RECOVERED IN GOOD CONDITION.
 MK1004
 MK1004                          STATION RECOVERY (2020)
 MK1004
 MK1004'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 MK1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0776 ***********************************************************************
 MK0776  DESIGNATION -  Y 300
 MK0776  PID         -  MK0776
 MK0776  STATE/COUNTY-  NE/DOUGLAS
 MK0776  COUNTRY     -  US
 MK0776  USGS QUAD   -  GRETNA (2017)
 MK0776
 MK0776                         *CURRENT SURVEY CONTROL
 MK0776  ______________________________________________________________________
 MK0776* NAD 83(1986) POSITION- 41 12 18.     (N) 096 14 45.     (W)   SCALED
 MK0776* NAVD 88 ORTHO HEIGHT -   380.024 (meters)     1246.80  (feet) ADJUSTED
 MK0776  ______________________________________________________________________
 MK0776  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 MK0776  DYNAMIC HEIGHT  -        379.860 (meters)     1246.26  (feet) COMP
 MK0776  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 MK0776
 MK0776  VERT ORDER      -  SECOND    CLASS 0
 MK0776
 MK0776.The horizontal coordinates were scaled from a map and have
 MK0776.an estimated accuracy of +/- 6 seconds.
 MK0776
 MK0776.The orthometric height was determined by differential leveling and
 MK0776.adjusted by the NATIONAL GEODETIC SURVEY
 MK0776.in June 1991.
 MK0776
 MK0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0776.GEOID18 height accuracy estimate available here.
 MK0776
 MK0776.Click photographs - Photos may exist for this station.
 MK0776
 MK0776.The dynamic height is computed by dividing the NAVD 88
 MK0776.geopotential number by the normal gravity value computed on the
 MK0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0776.degrees latitude (g = 980.6199 gals.).
 MK0776
 MK0776.The modeled gravity was interpolated from observed gravity values.
 MK0776
 MK0776;                    North         East    Units  Estimated Accuracy
 MK0776;SPC NE       -   159,120.      814,680.      MT  (+/- 180 meters Scaled)
 MK0776
 MK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL309651(NAD 83)
 MK0776
 MK0776                          SUPERSEDED SURVEY CONTROL
 MK0776
 MK0776  NGVD 29 (??/??/92)  379.907  (m)         1246.41   (f) ADJ UNCH    2 0
 MK0776
 MK0776.Superseded values are not recommended for survey control.
 MK0776
 MK0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0776.See file dsdata.pdf to determine how the superseded data were derived.
 MK0776
 MK0776_MARKER: DB = BENCH MARK DISK
 MK0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0776_SP_SET: CULVERT HEADWALL
 MK0776_STAMPING: Y 300 1950
 MK0776_MARK LOGO: CGS
 MK0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0776+STABILITY: SURFACE MOTION
 MK0776
 MK0776  HISTORY     - Date     Condition        Report By
 MK0776  HISTORY     - 1950     MONUMENTED       CGS
 MK0776  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0776
 MK0776                          STATION DESCRIPTION
 MK0776
 MK0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0776'5.6 MI N FROM GRETNA.
 MK0776'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0776'GRETNA, THENCE 4.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE
 MK0776'0.6 MILE WEST ALONG A GRAVELED ROAD, 235 FEET NORTHEAST OF A
 MK0776'FARMHOUSE WHICH BELONGS TO ROY STENDER, 57 FEET EAST OF THE
 MK0776'EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 15 FEET NORTH
 MK0776'OF THE CENTER LINE OF THE ROAD, LEVEL WITH THE ROAD, SET IN
 MK0776'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 48 INCH
 MK0776'CONCRETE POST CULVERT.
 MK0776
 MK0776                          STATION RECOVERY (1976)
 MK0776
 MK0776'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0674 ***********************************************************************
 MK0674  DESIGNATION -  Y 301
 MK0674  PID         -  MK0674
 MK0674  STATE/COUNTY-  NE/SARPY
 MK0674  COUNTRY     -  US
 MK0674  USGS QUAD   -  GRETNA (2017)
 MK0674
 MK0674                         *CURRENT SURVEY CONTROL
 MK0674  ______________________________________________________________________
 MK0674* NAD 83(1986) POSITION- 41 10 52.73   (N) 096 08 18.11   (W)   HD_HELD1
 MK0674* NAVD 88 ORTHO HEIGHT -   324.339 (meters)     1064.10  (feet) ADJUSTED
 MK0674  ______________________________________________________________________
 MK0674  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 MK0674  DYNAMIC HEIGHT  -        324.202 (meters)     1063.65  (feet) COMP
 MK0674  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 MK0674
 MK0674  VERT ORDER      -  SECOND    CLASS 0
 MK0674
 MK0674.The horizontal coordinates were determined by differentially corrected
 MK0674.hand held GPS observations or other comparable positioning techniques
 MK0674.and have an estimated accuracy of +/- 3 meters.
 MK0674
 MK0674.The orthometric height was determined by differential leveling and
 MK0674.adjusted by the NATIONAL GEODETIC SURVEY
 MK0674.in June 1991.
 MK0674
 MK0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0674.GEOID18 height accuracy estimate available here.
 MK0674
 MK0674.Click photographs - Photos may exist for this station.
 MK0674
 MK0674.The dynamic height is computed by dividing the NAVD 88
 MK0674.geopotential number by the normal gravity value computed on the
 MK0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0674.degrees latitude (g = 980.6199 gals.).
 MK0674
 MK0674.The modeled gravity was interpolated from observed gravity values.
 MK0674
 MK0674;                    North         East    Units  Estimated Accuracy
 MK0674;SPC NE       -   156,892.8     823,794.4     MT  (+/- 3 meters HH1 GPS) 
 MK0674
 MK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4002062833(NAD 83)
 MK0674
 MK0674                          SUPERSEDED SURVEY CONTROL
 MK0674
 MK0674  NGVD 29 (??/??/92)  324.228  (m)         1063.74   (f) ADJ UNCH    2 0
 MK0674
 MK0674.Superseded values are not recommended for survey control.
 MK0674
 MK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0674.See file dsdata.pdf to determine how the superseded data were derived.
 MK0674
 MK0674_MARKER: DB = BENCH MARK DISK
 MK0674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0674_SP_SET: CULVERT HEADWALL
 MK0674_STAMPING: Y 301 1950
 MK0674_MARK LOGO: CGS
 MK0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0674+STABILITY: SURFACE MOTION
 MK0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0674+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 MK0674
 MK0674  HISTORY     - Date     Condition        Report By
 MK0674  HISTORY     - 1950     MONUMENTED       CGS
 MK0674  HISTORY     - 19870519 GOOD             NGS
 MK0674  HISTORY     - 19980202 GOOD             NEDR
 MK0674  HISTORY     - 20100506 GOOD             INDIV
 MK0674
 MK0674                          STATION DESCRIPTION
 MK0674
 MK0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0674'0.8 MI E FROM CHALCO.
 MK0674'0.8 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0674'FROM THE STATION AT CHALCO, 144 FEET EAST OF THE CENTER LINE OF A
 MK0674'NORTH AND SOUTH ROAD, 11 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET
 MK0674'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE
 MK0674'SOUTH HEADWALL OF A CONCRETE BOX CULVERT UNDER THE RAILROAD.
 MK0674
 MK0674                          STATION RECOVERY (1987)
 MK0674
 MK0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0674'RECOVERED IN GOOD CONDITION, 2.66 KM (1.65 MI) SOUTH ALONG 144TH
 MK0674'STREET FROM Q STREET, IN MILLARD, TO A RAILROAD AND THE MARK, SET
 MK0674'INTO THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT,
 MK0674'43.89 M (144.0 FT) EAST FROM THE CENTERLINE OF 144TH STREET, 3.35 M
 MK0674'(11.0 FT) SOUTH FROM THE SOUTH RAIL AND 0.76 M (2.5 FT) BELOW THE
 MK0674'TRACKS.
 MK0674
 MK0674                          STATION RECOVERY (1998)
 MK0674
 MK0674'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 MK0674'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE JUNCTION OF INTERSTATE
 MK0674'HIGHWAY 80 AND STATE HIGHWAY 50, GO NORTH ON HIGHWAY 50 APPROXIMATELY
 MK0674'1.50 MI (2.41 KM) TO THE INTERSECTION WITH CHANDLER ROAD.  TURN RIGHT
 MK0674'AND GO EAST ON CHANDLER ROAD FOR APPROXIMATELY 300 FT (91.4 M) TO A
 MK0674'ROAD WITH A GRASSY MEDIAN.  TURN RIGHT AND GO SOUTH TO A PARKING LOT
 MK0674'ON THE RIGHT AND THE BENCH MARK APPROXIMATELY 200 FT (61.0 M)
 MK0674'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING LOT AND ON THE SOUTH
 MK0674'HEADWALL OF A CONCRETE CULVERT UNDER A RAILROAD TRACK.  IT IS 47.24 M
 MK0674'(154.99 FT) EAST OF THE CENTERLINE OF 144TH STREET AND 3.35 M (10.99
 MK0674'FT) SOUTH OF THE SOUTH EDGE OF THE SOUTH RAIL.
 MK0674
 MK0674                          STATION RECOVERY (2010)
 MK0674
 MK0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK0674'REAL TIME NETWORK GPS OBSERVATION
 MK0674'41 10'52.319''N     96 08'18.193''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0790 ***********************************************************************
 MK0790  DESIGNATION -  Y 302
 MK0790  PID         -  MK0790
 MK0790  STATE/COUNTY-  NE/DOUGLAS
 MK0790  COUNTRY     -  US
 MK0790  USGS QUAD   -  ELKHORN (2017)
 MK0790
 MK0790                         *CURRENT SURVEY CONTROL
 MK0790  ______________________________________________________________________
 MK0790* NAD 83(1986) POSITION- 41 16 35.     (N) 096 12 56.     (W)   SCALED
 MK0790* NAVD 88 ORTHO HEIGHT -   346.739 (meters)     1137.59  (feet) ADJUSTED
 MK0790  ______________________________________________________________________
 MK0790  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 MK0790  DYNAMIC HEIGHT  -        346.583 (meters)     1137.08  (feet) COMP
 MK0790  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 MK0790
 MK0790  VERT ORDER      -  SECOND    CLASS 0
 MK0790
 MK0790.The horizontal coordinates were scaled from a map and have
 MK0790.an estimated accuracy of +/- 6 seconds.
 MK0790
 MK0790.The orthometric height was determined by differential leveling and
 MK0790.adjusted by the NATIONAL GEODETIC SURVEY
 MK0790.in June 1991.
 MK0790
 MK0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0790.GEOID18 height accuracy estimate available here.
 MK0790
 MK0790.Click photographs - Photos may exist for this station.
 MK0790
 MK0790.The dynamic height is computed by dividing the NAVD 88
 MK0790.geopotential number by the normal gravity value computed on the
 MK0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0790.degrees latitude (g = 980.6199 gals.).
 MK0790
 MK0790.The modeled gravity was interpolated from observed gravity values.
 MK0790
 MK0790;                    North         East    Units  Estimated Accuracy
 MK0790;SPC NE       -   167,150.      816,860.      MT  (+/- 180 meters Scaled)
 MK0790
 MK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL332731(NAD 83)
 MK0790
 MK0790                          SUPERSEDED SURVEY CONTROL
 MK0790
 MK0790  NGVD 29 (??/??/92)  346.610  (m)         1137.17   (f) ADJ UNCH    2 0
 MK0790
 MK0790.Superseded values are not recommended for survey control.
 MK0790
 MK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0790.See file dsdata.pdf to determine how the superseded data were derived.
 MK0790
 MK0790_MARKER: DB = BENCH MARK DISK
 MK0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0790_SP_SET: BRIDGE ABUTMENT
 MK0790_STAMPING: Y 302 1950
 MK0790_MARK LOGO: CGS
 MK0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0790
 MK0790  HISTORY     - Date     Condition        Report By
 MK0790  HISTORY     - 1950     MONUMENTED       CGS
 MK0790  HISTORY     - 1976     GOOD             LOCSUR
 MK0790
 MK0790                          STATION DESCRIPTION
 MK0790
 MK0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0790'1 MI E FROM ELKHORN.
 MK0790'1.0 MILE EAST ALONG A BRICK PAVED ROAD FROM THE OVERPASS ON
 MK0790'STATE HIGHWAY 31 AT ELKHORN, 350 FEET SOUTH OF THE SOUTH RAIL
 MK0790'OF THE UNION PACIFIC RAILROAD, 273 FEET SOUTH OF THE CENTER
 MK0790'LINE OF THE PAVED ROAD, 11 FEET WEST OF THE CENTER LINE
 MK0790'OF A NORTH AND SOUTH ROAD, 1.5 FEET BELOW THE LEVEL OF THE ROAD,
 MK0790'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A BRIDGE
 MK0790'ON THE NORTH AND SOUTH ROAD.
 MK0790
 MK0790                          STATION RECOVERY (1976)
 MK0790
 MK0790'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0944 ***********************************************************************
 MK0944  DESIGNATION -  Y 303
 MK0944  PID         -  MK0944
 MK0944  STATE/COUNTY-  NE/SAUNDERS
 MK0944  COUNTRY     -  US
 MK0944  USGS QUAD   -  COLON (2017)
 MK0944
 MK0944                         *CURRENT SURVEY CONTROL
 MK0944  ______________________________________________________________________
 MK0944* NAD 83(1986) POSITION- 41 18 25.93   (N) 096 36 37.32   (W)   HD_HELD1
 MK0944* NAVD 88 ORTHO HEIGHT -   379.679 (meters)     1245.66  (feet) ADJUSTED
 MK0944  ______________________________________________________________________
 MK0944  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 MK0944  DYNAMIC HEIGHT  -        379.502 (meters)     1245.08  (feet) COMP
 MK0944  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 MK0944
 MK0944  VERT ORDER      -  SECOND    CLASS 0
 MK0944
 MK0944.The horizontal coordinates were determined by differentially corrected
 MK0944.hand held GPS observations or other comparable positioning techniques
 MK0944.and have an estimated accuracy of +/- 3 meters.
 MK0944
 MK0944.The orthometric height was determined by differential leveling and
 MK0944.adjusted by the NATIONAL GEODETIC SURVEY
 MK0944.in June 1991.
 MK0944
 MK0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0944.GEOID18 height accuracy estimate available here.
 MK0944
 MK0944.Click photographs - Photos may exist for this station.
 MK0944
 MK0944.The dynamic height is computed by dividing the NAVD 88
 MK0944.geopotential number by the normal gravity value computed on the
 MK0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0944.degrees latitude (g = 980.6199 gals.).
 MK0944
 MK0944.The modeled gravity was interpolated from observed gravity values.
 MK0944
 MK0944;                    North         East    Units  Estimated Accuracy
 MK0944;SPC NE       -   169,198.7     783,691.3     MT  (+/- 3 meters HH1 GPS) 
 MK0944
 MK0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0004375614(NAD 83)
 MK0944
 MK0944                          SUPERSEDED SURVEY CONTROL
 MK0944
 MK0944  NGVD 29 (??/??/92)  379.528  (m)         1245.17   (f) ADJ UNCH    2 0
 MK0944
 MK0944.Superseded values are not recommended for survey control.
 MK0944
 MK0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0944.See file dsdata.pdf to determine how the superseded data were derived.
 MK0944
 MK0944_MARKER: DB = BENCH MARK DISK
 MK0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0944_STAMPING: Y 303 1950
 MK0944_MARK LOGO: CGS
 MK0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0944+STABILITY: SURFACE MOTION
 MK0944
 MK0944  HISTORY     - Date     Condition        Report By
 MK0944  HISTORY     - 1950     MONUMENTED       CGS
 MK0944  HISTORY     - 1984     GOOD             LOCSUR
 MK0944
 MK0944                          STATION DESCRIPTION
 MK0944
 MK0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0944'0.6 MI N FROM COLON.
 MK0944'0.6 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0944'FROM THE STATION AT COLON, AT THE CROSSING OF STATE HIGHWAY 64,
 MK0944'96 FEET WEST OF THE WEST RAIL, 92 FEET WEST OF THE NORTHWEST
 MK0944'CORNER OF BRIDGE B/16, 38 FEET SOUTH OF THE CENTER LINE OF
 MK0944'THE HIGHWAY, 26 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A
 MK0944'FENCE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MK0944'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0944
 MK0944                          STATION RECOVERY (1984)
 MK0944
 MK0944'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0950 ***********************************************************************
 MK0950  DESIGNATION -  Y 304
 MK0950  PID         -  MK0950
 MK0950  STATE/COUNTY-  NE/SAUNDERS
 MK0950  COUNTRY     -  US
 MK0950  USGS QUAD   -  FREMONT WEST (2017)
 MK0950
 MK0950                         *CURRENT SURVEY CONTROL
 MK0950  ______________________________________________________________________
 MK0950* NAD 83(1986) POSITION- 41 23 38.     (N) 096 36 35.     (W)   SCALED
 MK0950* NAVD 88 ORTHO HEIGHT -   395.292 (meters)     1296.89  (feet) ADJUSTED
 MK0950  ______________________________________________________________________
 MK0950  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 MK0950  DYNAMIC HEIGHT  -        395.112 (meters)     1296.30  (feet) COMP
 MK0950  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 MK0950
 MK0950  VERT ORDER      -  SECOND    CLASS 0
 MK0950
 MK0950.The horizontal coordinates were scaled from a map and have
 MK0950.an estimated accuracy of +/- 6 seconds.
 MK0950
 MK0950.The orthometric height was determined by differential leveling and
 MK0950.adjusted by the NATIONAL GEODETIC SURVEY
 MK0950.in June 1991.
 MK0950
 MK0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0950.GEOID18 height accuracy estimate available here.
 MK0950
 MK0950.Click photographs - Photos may exist for this station.
 MK0950
 MK0950.The dynamic height is computed by dividing the NAVD 88
 MK0950.geopotential number by the normal gravity value computed on the
 MK0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0950.degrees latitude (g = 980.6199 gals.).
 MK0950
 MK0950.The modeled gravity was interpolated from observed gravity values.
 MK0950
 MK0950;                    North         East    Units  Estimated Accuracy
 MK0950;SPC NE       -   178,820.      783,370.      MT  (+/- 180 meters Scaled)
 MK0950
 MK0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998852(NAD 83)
 MK0950
 MK0950                          SUPERSEDED SURVEY CONTROL
 MK0950
 MK0950  NGVD 29 (??/??/92)  395.139  (m)         1296.39   (f) ADJ UNCH    2 0
 MK0950
 MK0950.Superseded values are not recommended for survey control.
 MK0950
 MK0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0950.See file dsdata.pdf to determine how the superseded data were derived.
 MK0950
 MK0950_MARKER: DB = BENCH MARK DISK
 MK0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0950_STAMPING: Y 304 1950
 MK0950_MARK LOGO: CGS
 MK0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0950+STABILITY: SURFACE MOTION
 MK0950
 MK0950  HISTORY     - Date     Condition        Report By
 MK0950  HISTORY     - 1950     MONUMENTED       CGS
 MK0950
 MK0950                          STATION DESCRIPTION
 MK0950
 MK0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0950'0.3 MI S FROM CEDAR BLUFFS.
 MK0950'0.3 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 MK0950'THE STATION AT CEDAR BLUFFS, 156 FEET NORTH OF THE CENTER LINE
 MK0950'OF AN EAST AND WEST ROAD, 40 FEET EAST OF THE EAST RAIL, 17
 MK0950'FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 4.4 FEET
 MK0950'NORTH OF A POWER POLE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN
 MK0950'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0950'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0820 ***********************************************************************
 LH0820  DESIGNATION -  Y 305
 LH0820  PID         -  LH0820
 LH0820  STATE/COUNTY-  NE/DAWSON
 LH0820  COUNTRY     -  US
 LH0820  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0820
 LH0820                         *CURRENT SURVEY CONTROL
 LH0820  ______________________________________________________________________
 LH0820* NAD 83(1986) POSITION- 40 50 41.     (N) 099 44 57.     (W)   SCALED
 LH0820* NAVD 88 ORTHO HEIGHT -   739.074 (meters)     2424.78  (feet) ADJUSTED
 LH0820  ______________________________________________________________________
 LH0820  GEOID HEIGHT    -        -23.671 (meters)                     GEOID18
 LH0820  DYNAMIC HEIGHT  -        738.645 (meters)     2423.37  (feet) COMP
 LH0820  MODELED GRAVITY -    980,019.8   (mgal)                       NAVD 88
 LH0820
 LH0820  VERT ORDER      -  SECOND    CLASS 0
 LH0820
 LH0820.The horizontal coordinates were scaled from a map and have
 LH0820.an estimated accuracy of +/- 6 seconds.
 LH0820
 LH0820.The orthometric height was determined by differential leveling and
 LH0820.adjusted by the NATIONAL GEODETIC SURVEY
 LH0820.in June 1991.
 LH0820
 LH0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0820.GEOID18 height accuracy estimate available here.
 LH0820
 LH0820.Click photographs - Photos may exist for this station.
 LH0820
 LH0820.The dynamic height is computed by dividing the NAVD 88
 LH0820.geopotential number by the normal gravity value computed on the
 LH0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0820.degrees latitude (g = 980.6199 gals.).
 LH0820
 LH0820.The modeled gravity was interpolated from observed gravity values.
 LH0820
 LH0820;                    North         East    Units  Estimated Accuracy
 LH0820;SPC NE       -   112,320.      521,150.      MT  (+/- 180 meters Scaled)
 LH0820
 LH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368217(NAD 83)
 LH0820
 LH0820                          SUPERSEDED SURVEY CONTROL
 LH0820
 LH0820  NGVD 29 (??/??/92)  738.791  (m)         2423.85   (f) ADJ UNCH    2 0
 LH0820
 LH0820.Superseded values are not recommended for survey control.
 LH0820
 LH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0820.See file dsdata.pdf to determine how the superseded data were derived.
 LH0820
 LH0820_MARKER: DB = BENCH MARK DISK
 LH0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0820_STAMPING: Y 305 1950
 LH0820_MARK LOGO: CGS
 LH0820_PROJECTION: FLUSH
 LH0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0820+STABILITY: SURFACE MOTION
 LH0820
 LH0820  HISTORY     - Date     Condition        Report By
 LH0820  HISTORY     - 1950     MONUMENTED       CGS
 LH0820
 LH0820                          STATION DESCRIPTION
 LH0820
 LH0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0820'5 MI N FROM LEXINGTON.
 LH0820'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0820'PACIFIC RAILROAD STATION AT LEXINGTON, THENCE 4.6 MILES NORTH
 LH0820'ALONG STATE HIGHWAY 21, AT THE FARM HOME OF EDWIN HARROP, 131
 LH0820'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE OVER FRENCH
 LH0820'CREEK, 105 FEET WEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 LH0820'93 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 LH0820'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT SOUTH
 LH0820'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0820'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0215 ***********************************************************************
 ML0215  DESIGNATION -  Y 306
 ML0215  PID         -  ML0215
 ML0215  STATE/COUNTY-  NE/NANCE
 ML0215  COUNTRY     -  US
 ML0215  USGS QUAD   -  CUSHING (2017)
 ML0215
 ML0215                         *CURRENT SURVEY CONTROL
 ML0215  ______________________________________________________________________
 ML0215* NAD 83(1986) POSITION- 41 17 07.     (N) 098 15 39.     (W)   SCALED
 ML0215* NAVD 88 ORTHO HEIGHT -   543.056 (meters)     1781.68  (feet) ADJUSTED
 ML0215  ______________________________________________________________________
 ML0215  GEOID HEIGHT    -        -24.766 (meters)                     GEOID18
 ML0215  DYNAMIC HEIGHT  -        542.791 (meters)     1780.81  (feet) COMP
 ML0215  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 ML0215
 ML0215  VERT ORDER      -  SECOND    CLASS 0
 ML0215
 ML0215.The horizontal coordinates were scaled from a map and have
 ML0215.an estimated accuracy of +/- 6 seconds.
 ML0215
 ML0215.The orthometric height was determined by differential leveling and
 ML0215.adjusted by the NATIONAL GEODETIC SURVEY
 ML0215.in June 1991.
 ML0215
 ML0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0215.GEOID18 height accuracy estimate available here.
 ML0215
 ML0215.Click photographs - Photos may exist for this station.
 ML0215
 ML0215.The dynamic height is computed by dividing the NAVD 88
 ML0215.geopotential number by the normal gravity value computed on the
 ML0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0215.degrees latitude (g = 980.6199 gals.).
 ML0215
 ML0215.The modeled gravity was interpolated from observed gravity values.
 ML0215
 ML0215;                    North         East    Units  Estimated Accuracy
 ML0215;SPC NE       -   162,670.      645,630.      MT  (+/- 180 meters Scaled)
 ML0215
 ML0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL618706(NAD 83)
 ML0215
 ML0215                          SUPERSEDED SURVEY CONTROL
 ML0215
 ML0215  NGVD 29 (??/??/92)  542.822  (m)         1780.91   (f) ADJ UNCH    2 0
 ML0215
 ML0215.Superseded values are not recommended for survey control.
 ML0215
 ML0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0215.See file dsdata.pdf to determine how the superseded data were derived.
 ML0215
 ML0215_MARKER: DB = BENCH MARK DISK
 ML0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0215_STAMPING: Y 306 1950
 ML0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0215+STABILITY: SURFACE MOTION
 ML0215
 ML0215  HISTORY     - Date     Condition        Report By
 ML0215  HISTORY     - 1950     MONUMENTED       CGS
 ML0215
 ML0215                          STATION DESCRIPTION
 ML0215
 ML0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0215'6.4 MI E FROM CUSHING.
 ML0215'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0215'CUSHING, THENCE 5.6 MILES EAST ALONG A DIRT ROAD, AT A T ROAD
 ML0215'JUNCTION, 0.1 MILE WEST OF A FARMHOUSE WHICH IS ON THE SOUTH
 ML0215'SIDE OF THE ROAD, 60 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 ML0215'JUNCTION, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 ML0215'WEST ROAD, 13 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 ML0215'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0215'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1561 ***********************************************************************
 MK1561  DESIGNATION -  Y 307
 MK1561  PID         -  MK1561
 MK1561  STATE/COUNTY-  NE/NANCE
 MK1561  COUNTRY     -  US
 MK1561  USGS QUAD   -  FULLERTON (2017)
 MK1561
 MK1561                         *CURRENT SURVEY CONTROL
 MK1561  ______________________________________________________________________
 MK1561* NAD 83(1986) POSITION- 41 22 03.     (N) 097 58 07.     (W)   SCALED
 MK1561* NAVD 88 ORTHO HEIGHT -   498.483 (meters)     1635.44  (feet) ADJUSTED
 MK1561  ______________________________________________________________________
 MK1561  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 MK1561  DYNAMIC HEIGHT  -        498.252 (meters)     1634.68  (feet) COMP
 MK1561  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 MK1561
 MK1561  VERT ORDER      -  SECOND    CLASS 0
 MK1561
 MK1561.The horizontal coordinates were scaled from a map and have
 MK1561.an estimated accuracy of +/- 6 seconds.
 MK1561
 MK1561.The orthometric height was determined by differential leveling and
 MK1561.adjusted by the NATIONAL GEODETIC SURVEY
 MK1561.in June 1991.
 MK1561
 MK1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1561.GEOID18 height accuracy estimate available here.
 MK1561
 MK1561.Click photographs - Photos may exist for this station.
 MK1561
 MK1561.The dynamic height is computed by dividing the NAVD 88
 MK1561.geopotential number by the normal gravity value computed on the
 MK1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1561.degrees latitude (g = 980.6199 gals.).
 MK1561
 MK1561.The modeled gravity was interpolated from observed gravity values.
 MK1561
 MK1561;                    North         East    Units  Estimated Accuracy
 MK1561;SPC NE       -   172,330.      669,890.      MT  (+/- 180 meters Scaled)
 MK1561
 MK1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL862800(NAD 83)
 MK1561
 MK1561                          SUPERSEDED SURVEY CONTROL
 MK1561
 MK1561  NGVD 29 (??/??/92)  498.263  (m)         1634.72   (f) ADJ UNCH    2 0
 MK1561
 MK1561.Superseded values are not recommended for survey control.
 MK1561
 MK1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1561.See file dsdata.pdf to determine how the superseded data were derived.
 MK1561
 MK1561_MARKER: DB = BENCH MARK DISK
 MK1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1561_STAMPING: Y 307 1950
 MK1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1561+STABILITY: SURFACE MOTION
 MK1561
 MK1561  HISTORY     - Date     Condition        Report By
 MK1561  HISTORY     - 1950     MONUMENTED       CGS
 MK1561
 MK1561                          STATION DESCRIPTION
 MK1561
 MK1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1561'0.4 MI N FROM FULLERTON.
 MK1561'0.4 MILE NORTH ALONG STATE HIGHWAYS 14 AND 22 FROM THE POST
 MK1561'OFFICE AT FULLERTON, AT THE NORTHWEST CORNER OF THE CITY PARK, 17
 MK1561'FEET EAST OF THE EAST CURB OF THE HIGHWAY, 8 FEET SOUTH OF THE
 MK1561'SOUTH CURB OF AN EAST AND WEST ROAD, 22.5 FEET NORTH OF A FIRE
 MK1561'HYDRANT, 6.5 FEET EAST OF A TELEPHONE POLE, ACROSS THE EAST AND
 MK1561'WEST ROAD FROM A BASEBALL PARK, SET IN THE TOP OF A CONCRETE
 MK1561'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1595 ***********************************************************************
 MK1595  DESIGNATION -  Y 308
 MK1595  PID         -  MK1595
 MK1595  STATE/COUNTY-  NE/PLATTE
 MK1595  COUNTRY     -  US
 MK1595  USGS QUAD   -  GENOA (2017)
 MK1595
 MK1595                         *CURRENT SURVEY CONTROL
 MK1595  ______________________________________________________________________
 MK1595* NAD 83(1986) POSITION- 41 28 29.5    (N) 097 37 47.6    (W)   HD_HELD2
 MK1595* NAVD 88 ORTHO HEIGHT -   465.474 (meters)     1527.14  (feet) ADJUSTED
 MK1595  ______________________________________________________________________
 MK1595  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 MK1595  DYNAMIC HEIGHT  -        465.262 (meters)     1526.45  (feet) COMP
 MK1595  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 MK1595
 MK1595  VERT ORDER      -  SECOND    CLASS 0
 MK1595
 MK1595.The horizontal coordinates were established by autonomous hand held GPS
 MK1595.observations and have an estimated accuracy of +/- 10 meters.
 MK1595
 MK1595.The orthometric height was determined by differential leveling and
 MK1595.adjusted by the NATIONAL GEODETIC SURVEY
 MK1595.in June 1991.
 MK1595
 MK1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1595.GEOID18 height accuracy estimate available here.
 MK1595
 MK1595.Click photographs - Photos may exist for this station.
 MK1595
 MK1595.The dynamic height is computed by dividing the NAVD 88
 MK1595.geopotential number by the normal gravity value computed on the
 MK1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1595.degrees latitude (g = 980.6199 gals.).
 MK1595
 MK1595.The modeled gravity was interpolated from observed gravity values.
 MK1595
 MK1595;                    North         East    Units  Estimated Accuracy
 MK1595;SPC NE       -   184,963.      697,879.      MT  (+/- 10 meters HH2 GPS)
 MK1595
 MK1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1439892379(NAD 83)
 MK1595
 MK1595                          SUPERSEDED SURVEY CONTROL
 MK1595
 MK1595  NGVD 29 (??/??/92)  465.277  (m)         1526.50   (f) ADJ UNCH    2 0
 MK1595
 MK1595.Superseded values are not recommended for survey control.
 MK1595
 MK1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1595.See file dsdata.pdf to determine how the superseded data were derived.
 MK1595
 MK1595_MARKER: DB = BENCH MARK DISK
 MK1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1595_STAMPING: Y 308 1950
 MK1595_MARK LOGO: CGS
 MK1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1595+STABILITY: SURFACE MOTION
 MK1595
 MK1595  HISTORY     - Date     Condition        Report By
 MK1595  HISTORY     - 1950     MONUMENTED       CGS
 MK1595  HISTORY     - 20120401 GOOD             GEOCAC
 MK1595
 MK1595                          STATION DESCRIPTION
 MK1595
 MK1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1595'1.7 MI W FROM MONROE.
 MK1595'0.1 MILE NORTH ALONG A MAIN STREET FROM THE UNION PACIFIC
 MK1595'RAILROAD STATION AT MONROE, THENCE 1.6 MILES WEST ALONG STATE
 MK1595'HIGHWAY 22, 0.2 MILE EAST OF A RED FARMHOUSE WHICH IS ON THE
 MK1595'SOUTH SIDE OF THE HIGHWAY, 29 FEET EAST OF THE EXTENDED CENTER
 MK1595'LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 46 FEET NORTH OF THE
 MK1595'CENTER LINE OF THE HIGHWAY, 7 FEET WEST OF TELEPHONE POLE 6,
 MK1595'1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET
 MK1595'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1595'THE GROUND.
 MK1595
 MK1595                          STATION RECOVERY (2012)
 MK1595
 MK1595'RECOVERY NOTE BY GEOCACHING 2012 (JMJ)
 MK1595'ACCURATE COORDINATES-- N41  28.492 W97  37.793
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1829 ***********************************************************************
 MK1829  DESIGNATION -  Y 308 RESET
 MK1829  PID         -  MK1829
 MK1829  STATE/COUNTY-  NE/DODGE
 MK1829  COUNTRY     -  US
 MK1829  USGS QUAD   -  MALMO NW (2017)
 MK1829
 MK1829                         *CURRENT SURVEY CONTROL
 MK1829  ______________________________________________________________________
 MK1829* NAD 83(1986) POSITION- 41 28 29.     (N) 096 37 46.     (W)   SCALED
 MK1829* NAVD 88 ORTHO HEIGHT -   465.59  (+/-2cm)     1527.5   (feet) VERTCON
 MK1829  ______________________________________________________________________
 MK1829  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 MK1829  VERT ORDER      -  THIRD (See Below)
 MK1829
 MK1829.The horizontal coordinates were scaled from a map and have
 MK1829.an estimated accuracy of +/- 6 seconds.
 MK1829
 MK1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1829
 MK1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1829.GEOID18 height accuracy estimate available here.
 MK1829
 MK1829.The vertical order pertains to the NGVD 29 superseded value.
 MK1829
 MK1829.Click photographs - Photos may exist for this station.
 MK1829
 MK1829;                    North         East    Units  Estimated Accuracy
 MK1829;SPC NE       -   187,720.      781,370.      MT  (+/- 180 meters Scaled)
 MK1829
 MK1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL979941(NAD 83)
 MK1829
 MK1829                          SUPERSEDED SURVEY CONTROL
 MK1829
 MK1829  NGVD 29 (01/31/13)  465.45   (m)         1527.1    (f) RESET       3  
 MK1829
 MK1829.Superseded values are not recommended for survey control.
 MK1829
 MK1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1829.See file dsdata.pdf to determine how the superseded data were derived.
 MK1829
 MK1829_MARKER: DV = VERTICAL CONTROL DISK
 MK1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1829_STAMPING: Y 308 RESET 1979
 MK1829_MARK LOGO: NGS
 MK1829_PROJECTION: PROJECTING 13 CENTIMETERS
 MK1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1829+STABILITY: SURFACE MOTION
 MK1829
 MK1829  HISTORY     - Date     Condition        Report By
 MK1829  HISTORY     - 1979     MONUMENTED       NGS
 MK1829
 MK1829                          STATION DESCRIPTION
 MK1829
 MK1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MK1829'1.6 MI WEST FROM MONROE.
 MK1829'1 BLOCK NORTH FROM THE POST OFFICE IN MONROE, THENCE LEFT AND WEST
 MK1829'ALONG STATE HIGHWAY 22 FOR 1.6 MILES TO THE MARK ON THE RIGHT, 63
 MK1829'FEET NORTH OF THE CENTERLINE OF HIGHWAY 22 AT STATION 281, AND 59
 MK1829'FEET EAST OF THE PROJECTED CENTERLINE OF A DRIVEWAY LEADING SOUTH.
 MK1829'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 MK1829'THE MARK IS 4 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0113 ***********************************************************************
 ML0113  DESIGNATION -  Y 309 RESET
 ML0113  PID         -  ML0113
 ML0113  STATE/COUNTY-  NE/GREELEY
 ML0113  COUNTRY     -  US
 ML0113  USGS QUAD   -  SPALDING NW (2017)
 ML0113
 ML0113                         *CURRENT SURVEY CONTROL
 ML0113  ______________________________________________________________________
 ML0113* NAD 83(1986) POSITION- 41 41 50.     (N) 098 23 57.     (W)   SCALED
 ML0113* NAVD 88 ORTHO HEIGHT -   583.52  (meters)     1914.4   (feet) RESET
 ML0113  ______________________________________________________________________
 ML0113  GEOID HEIGHT    -        -24.489 (meters)                     GEOID18
 ML0113  VERT ORDER      -  THIRD
 ML0113
 ML0113.The horizontal coordinates were scaled from a map and have
 ML0113.an estimated accuracy of +/- 6 seconds.
 ML0113
 ML0113.The orthometric height was computed from unverified reset data.
 ML0113
 ML0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0113.GEOID18 height accuracy estimate available here.
 ML0113
 ML0113.Click photographs - Photos may exist for this station.
 ML0113
 ML0113;                    North         East    Units  Estimated Accuracy
 ML0113;SPC NE       -   208,170.      633,210.      MT  (+/- 180 meters Scaled)
 ML0113
 ML0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM499163(NAD 83)
 ML0113
 ML0113                          SUPERSEDED SURVEY CONTROL
 ML0113
 ML0113  NGVD 29 (??/??/??)  583.28   (m)         1913.6    (f) RESET       3  
 ML0113
 ML0113.Superseded values are not recommended for survey control.
 ML0113
 ML0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0113.See file dsdata.pdf to determine how the superseded data were derived.
 ML0113
 ML0113_MARKER: DB = BENCH MARK DISK
 ML0113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0113_SP_SET: CULVERT HEADWALL
 ML0113_STAMPING: Y 309 RESET 1962
 ML0113_MARK LOGO: CGS
 ML0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0113+STABILITY: SURFACE MOTION
 ML0113
 ML0113  HISTORY     - Date     Condition        Report By
 ML0113  HISTORY     - 1962     MONUMENTED       NEDR
 ML0113
 ML0113                          STATION DESCRIPTION
 ML0113
 ML0113'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0113'2.1 MI NW FROM SPALDING.
 ML0113'2.1 MILES NORTHWEST OF SPALDING, IN FENCE LINE 50 FEET SOUTH OF
 ML0113'THE CENTERLINE OF STATE HIGHWAY NO. 91, 138 FEET WEST OF A
 ML0113'CONCRETE CULVERT, 7 FEET EAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0258 ***********************************************************************
 MM0258  DESIGNATION -  Y 31
 MM0258  PID         -  MM0258
 MM0258  STATE/COUNTY-  NE/ARTHUR
 MM0258  COUNTRY     -  US
 MM0258  USGS QUAD   -  K C LAKE (2017)
 MM0258
 MM0258                         *CURRENT SURVEY CONTROL
 MM0258  ______________________________________________________________________
 MM0258* NAD 83(1986) POSITION- 41 42 55.88   (N) 101 42 23.86   (W)   HD_HELD1
 MM0258* NAVD 88 ORTHO HEIGHT -  1124.286 (meters)     3688.60  (feet) ADJUSTED
 MM0258  ______________________________________________________________________
 MM0258  GEOID HEIGHT    -        -19.883 (meters)                     GEOID18
 MM0258  DYNAMIC HEIGHT  -       1123.628 (meters)     3686.44  (feet) COMP
 MM0258  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 MM0258
 MM0258  VERT ORDER      -  SECOND    CLASS 0
 MM0258
 MM0258.The horizontal coordinates were determined by differentially corrected
 MM0258.hand held GPS observations or other comparable positioning techniques
 MM0258.and have an estimated accuracy of +/- 3 meters.
 MM0258
 MM0258.The orthometric height was determined by differential leveling and
 MM0258.adjusted by the NATIONAL GEODETIC SURVEY
 MM0258.in June 1991.
 MM0258
 MM0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0258.GEOID18 height accuracy estimate available here.
 MM0258
 MM0258.Click photographs - Photos may exist for this station.
 MM0258
 MM0258.The dynamic height is computed by dividing the NAVD 88
 MM0258.geopotential number by the normal gravity value computed on the
 MM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0258.degrees latitude (g = 980.6199 gals.).
 MM0258
 MM0258.The modeled gravity was interpolated from observed gravity values.
 MM0258
 MM0258;                    North         East    Units  Estimated Accuracy
 MM0258;SPC NE       -   210,372.3     358,033.3     MT  (+/- 3 meters HH1 GPS) 
 MM0258
 MM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7483821732(NAD 83)
 MM0258
 MM0258                          SUPERSEDED SURVEY CONTROL
 MM0258
 MM0258  NGVD 29 (??/??/92) 1123.817  (m)         3687.06   (f) ADJ UNCH    2 0
 MM0258
 MM0258.Superseded values are not recommended for survey control.
 MM0258
 MM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0258.See file dsdata.pdf to determine how the superseded data were derived.
 MM0258
 MM0258_MARKER: DB = BENCH MARK DISK
 MM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0258_STAMPING: Y 31 1934
 MM0258_MARK LOGO: CGS
 MM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0258+STABILITY: SURFACE MOTION
 MM0258
 MM0258  HISTORY     - Date     Condition        Report By
 MM0258  HISTORY     - 1934     MONUMENTED       CGS
 MM0258
 MM0258                          STATION DESCRIPTION
 MM0258
 MM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0258'11.6 MI N FROM ARTHUR.
 MM0258'11.6 MILES NORTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0258'COUNTY, 0.2 MILE NORTHWEST OF THE LINE OF A NORTHEAST-AND-SOUTHWEST
 MM0258'FENCE, AND 85 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 MM0258'A STANDARD DISK, STAMPED Y 31 1934 AND SET IN THE TOP OF A
 MM0258'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0537 ***********************************************************************
 ML0537  DESIGNATION -  Y 310
 ML0537  PID         -  ML0537
 ML0537  STATE/COUNTY-  NE/WHEELER
 ML0537  COUNTRY     -  US
 ML0537  USGS QUAD   -  BARTLETT SE (2017)
 ML0537
 ML0537                         *CURRENT SURVEY CONTROL
 ML0537  ______________________________________________________________________
 ML0537* NAD 83(1986) POSITION- 41 45 17.     (N) 098 36 52.     (W)   SCALED
 ML0537* NAVD 88 ORTHO HEIGHT -   612.336 (meters)     2008.97  (feet) ADJUSTED
 ML0537  ______________________________________________________________________
 ML0537  GEOID HEIGHT    -        -24.272 (meters)                     GEOID18
 ML0537  DYNAMIC HEIGHT  -        612.045 (meters)     2008.02  (feet) COMP
 ML0537  MODELED GRAVITY -    980,128.3   (mgal)                       NAVD 88
 ML0537
 ML0537  VERT ORDER      -  SECOND    CLASS 0
 ML0537
 ML0537.The horizontal coordinates were scaled from a map and have
 ML0537.an estimated accuracy of +/- 6 seconds.
 ML0537
 ML0537.The orthometric height was determined by differential leveling and
 ML0537.adjusted by the NATIONAL GEODETIC SURVEY
 ML0537.in June 1991.
 ML0537
 ML0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0537.GEOID18 height accuracy estimate available here.
 ML0537
 ML0537.Click photographs - Photos may exist for this station.
 ML0537
 ML0537.The dynamic height is computed by dividing the NAVD 88
 ML0537.geopotential number by the normal gravity value computed on the
 ML0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0537.degrees latitude (g = 980.6199 gals.).
 ML0537
 ML0537.The modeled gravity was interpolated from observed gravity values.
 ML0537
 ML0537;                    North         East    Units  Estimated Accuracy
 ML0537;SPC NE       -   214,250.      615,190.      MT  (+/- 180 meters Scaled)
 ML0537
 ML0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM320226(NAD 83)
 ML0537
 ML0537                          SUPERSEDED SURVEY CONTROL
 ML0537
 ML0537  NGVD 29 (??/??/92)  612.093  (m)         2008.18   (f) ADJ UNCH    2 0
 ML0537
 ML0537.Superseded values are not recommended for survey control.
 ML0537
 ML0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0537.See file dsdata.pdf to determine how the superseded data were derived.
 ML0537
 ML0537_MARKER: DB = BENCH MARK DISK
 ML0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0537_STAMPING: Y 310 1950
 ML0537_MARK LOGO: CGS
 ML0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0537+STABILITY: SURFACE MOTION
 ML0537
 ML0537  HISTORY     - Date     Condition        Report By
 ML0537  HISTORY     - 1950     MONUMENTED       CGS
 ML0537
 ML0537                          STATION DESCRIPTION
 ML0537
 ML0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0537'4.1 MI SE FROM ERICSON.
 ML0537'4.1 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0537'BANK AT ERICSON, 0.45 MILE WEST OF A CURVE IN THE ROAD, ALONG A
 ML0537'NORTH AND SOUTH FENCE, 0.25 MILE NORTHEAST OF A RED BARN, 53 FEET
 ML0537'SOUTH OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHEAST OF THE
 ML0537'CENTER OF A GATE, 1 FOOT EAST OF A FENCE, 1.6 FEET NORTH OF A
 ML0537'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0537'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1346 ***********************************************************************
 NM1346  DESIGNATION -  Y 311 RESET
 NM1346  PID         -  NM1346
 NM1346  STATE/COUNTY-  NE/MADISON
 NM1346  COUNTRY     -  US
 NM1346  USGS QUAD   -  TILDEN (2017)
 NM1346
 NM1346                         *CURRENT SURVEY CONTROL
 NM1346  ______________________________________________________________________
 NM1346* NAD 83(1986) POSITION- 42 01 05.     (N) 097 49 58.     (W)   SCALED
 NM1346* NAVD 88 ORTHO HEIGHT -   532.25  (meters)     1746.2   (feet) RESET
 NM1346  ______________________________________________________________________
 NM1346  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 NM1346  VERT ORDER      -  THIRD
 NM1346
 NM1346.The horizontal coordinates were scaled from a map and have
 NM1346.an estimated accuracy of +/- 6 seconds.
 NM1346
 NM1346.The orthometric height was computed from unverified reset data.
 NM1346
 NM1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1346.GEOID18 height accuracy estimate available here.
 NM1346
 NM1346.Click photographs - Photos may exist for this station.
 NM1346
 NM1346;                    North         East    Units  Estimated Accuracy
 NM1346;SPC NE       -   244,810.      679,430.      MT  (+/- 180 meters Scaled)
 NM1346
 NM1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM966524(NAD 83)
 NM1346
 NM1346                          SUPERSEDED SURVEY CONTROL
 NM1346
 NM1346  NGVD 29 (??/??/??)  532.03   (m)         1745.5    (f) RESET       3  
 NM1346
 NM1346.Superseded values are not recommended for survey control.
 NM1346
 NM1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1346.See file dsdata.pdf to determine how the superseded data were derived.
 NM1346
 NM1346_MARKER: DB = BENCH MARK DISK
 NM1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1346_STAMPING: Y 311 RESET 1965
 NM1346_MARK LOGO: CGS
 NM1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1346+STABILITY: SURFACE MOTION
 NM1346
 NM1346  HISTORY     - Date     Condition        Report By
 NM1346  HISTORY     - 1965     MONUMENTED       CGS
 NM1346  HISTORY     - 20090122 MARK NOT FOUND   NEDR
 NM1346
 NM1346                          STATION DESCRIPTION
 NM1346
 NM1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NM1346'2 MI S FROM TILDEN.
 NM1346'0.05 MILE WEST OF THE POST OFFICE IN TILDEN, THEN SOUTH ALONG
 NM1346'STATE HIGHWAY 39 FOR 2.0 MILES TO A CROSSROAD, IN THE NORTHEAST
 NM1346'ANGLE OF THE CROSSROAD, 250 FEET EAST OF THE CENTER OF STATE
 NM1346'HIGHWAY 39, 33 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 NM1346'WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET
 NM1346'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 NM1346
 NM1346                          STATION RECOVERY (2009)
 NM1346
 NM1346'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (MM)
 NM1346'HIGHWAY 39 HAS BEEN CHANGED TO HIGHWAY 45.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0105 ***********************************************************************
 ML0105  DESIGNATION -  Y 312
 ML0105  PID         -  ML0105
 ML0105  STATE/COUNTY-  NE/BOONE
 ML0105  COUNTRY     -  US
 ML0105  USGS QUAD   -  ELGIN SW (2017)
 ML0105
 ML0105                         *CURRENT SURVEY CONTROL
 ML0105  ______________________________________________________________________
 ML0105* NAD 83(1986) POSITION- 41 46 14.     (N) 098 11 59.     (W)   SCALED
 ML0105* NAVD 88 ORTHO HEIGHT -   624.643 (meters)     2049.35  (feet) ADJUSTED
 ML0105  ______________________________________________________________________
 ML0105  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0105  DYNAMIC HEIGHT  -        624.357 (meters)     2048.41  (feet) COMP
 ML0105  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 ML0105
 ML0105  VERT ORDER      -  SECOND    CLASS 0
 ML0105
 ML0105.The horizontal coordinates were scaled from a map and have
 ML0105.an estimated accuracy of +/- 6 seconds.
 ML0105
 ML0105.The orthometric height was determined by differential leveling and
 ML0105.adjusted by the NATIONAL GEODETIC SURVEY
 ML0105.in June 1991.
 ML0105
 ML0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0105.GEOID18 height accuracy estimate available here.
 ML0105
 ML0105.Click photographs - Photos may exist for this station.
 ML0105
 ML0105.The dynamic height is computed by dividing the NAVD 88
 ML0105.geopotential number by the normal gravity value computed on the
 ML0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0105.degrees latitude (g = 980.6199 gals.).
 ML0105
 ML0105.The modeled gravity was interpolated from observed gravity values.
 ML0105
 ML0105;                    North         East    Units  Estimated Accuracy
 ML0105;SPC NE       -   216,640.      649,630.      MT  (+/- 180 meters Scaled)
 ML0105
 ML0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM665246(NAD 83)
 ML0105
 ML0105                          SUPERSEDED SURVEY CONTROL
 ML0105
 ML0105  NGVD 29 (??/??/92)  624.404  (m)         2048.57   (f) ADJ UNCH    2 0
 ML0105
 ML0105.Superseded values are not recommended for survey control.
 ML0105
 ML0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0105.See file dsdata.pdf to determine how the superseded data were derived.
 ML0105
 ML0105_MARKER: DB = BENCH MARK DISK
 ML0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0105_STAMPING: Y 312 1950
 ML0105_MARK LOGO: CGS
 ML0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0105+STABILITY: SURFACE MOTION
 ML0105
 ML0105  HISTORY     - Date     Condition        Report By
 ML0105  HISTORY     - 1950     MONUMENTED       CGS
 ML0105
 ML0105                          STATION DESCRIPTION
 ML0105
 ML0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0105'6.7 MI W FROM LORETTO.
 ML0105'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0105'LORETTO, THENCE 5.45 MILES WEST ALONG A SAND ROAD, AT A T ROAD
 ML0105'JUNCTION, 51 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 ML0105'ROAD, 19 FEET NORTH OF A FENCE CORNER, 24 FEET EAST OF THE CENTER
 ML0105'LINE OF A ROAD LEADING NORTH, 1 FOOT WEST OF A FENCE, 2.5 FEET
 ML0105'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0105'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0029 ***********************************************************************
 MM0029  DESIGNATION -  Y 313
 MM0029  PID         -  MM0029
 MM0029  STATE/COUNTY-  NE/BLAINE
 MM0029  COUNTRY     -  US
 MM0029  USGS QUAD   -  DUNNING (2017)
 MM0029
 MM0029                         *CURRENT SURVEY CONTROL
 MM0029  ______________________________________________________________________
 MM0029* NAD 83(1986) POSITION- 41 48 34.     (N) 100 03 14.     (W)   SCALED
 MM0029* NAVD 88 ORTHO HEIGHT -   795.209 (meters)     2608.95  (feet) ADJUSTED
 MM0029  ______________________________________________________________________
 MM0029  GEOID HEIGHT    -        -22.317 (meters)                     GEOID18
 MM0029  DYNAMIC HEIGHT  -        794.799 (meters)     2607.60  (feet) COMP
 MM0029  MODELED GRAVITY -    980,079.7   (mgal)                       NAVD 88
 MM0029
 MM0029  VERT ORDER      -  SECOND    CLASS 0
 MM0029
 MM0029.The horizontal coordinates were scaled from a map and have
 MM0029.an estimated accuracy of +/- 6 seconds.
 MM0029
 MM0029.The orthometric height was determined by differential leveling and
 MM0029.adjusted by the NATIONAL GEODETIC SURVEY
 MM0029.in June 1991.
 MM0029
 MM0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0029.GEOID18 height accuracy estimate available here.
 MM0029
 MM0029.Click photographs - Photos may exist for this station.
 MM0029
 MM0029.The dynamic height is computed by dividing the NAVD 88
 MM0029.geopotential number by the normal gravity value computed on the
 MM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0029.degrees latitude (g = 980.6199 gals.).
 MM0029
 MM0029.The modeled gravity was interpolated from observed gravity values.
 MM0029
 MM0029;                    North         East    Units  Estimated Accuracy
 MM0029;SPC NE       -   219,400.      495,520.      MT  (+/- 180 meters Scaled)
 MM0029
 MM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM124291(NAD 83)
 MM0029
 MM0029                          SUPERSEDED SURVEY CONTROL
 MM0029
 MM0029  NGVD 29 (??/??/92)  794.916  (m)         2607.99   (f) ADJ UNCH    2 0
 MM0029
 MM0029.Superseded values are not recommended for survey control.
 MM0029
 MM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0029.See file dsdata.pdf to determine how the superseded data were derived.
 MM0029
 MM0029_MARKER: DB = BENCH MARK DISK
 MM0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0029_STAMPING: Y 313 1950
 MM0029_MARK LOGO: CGS
 MM0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0029+STABILITY: SURFACE MOTION
 MM0029
 MM0029  HISTORY     - Date     Condition        Report By
 MM0029  HISTORY     - 1950     MONUMENTED       CGS
 MM0029
 MM0029                          STATION DESCRIPTION
 MM0029
 MM0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0029'3.2 MI SE FROM DUNNING.
 MM0029'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0029'RAILROAD FROM THE STATION AT DUNNING, THENCE 2.1 MILES SOUTHEAST
 MM0029'ALONG A WINDING AND ROAD, 300 FEET NORTH OF A WHITE FARMHOUSE,
 MM0029'64 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTHEAST
 MM0029'OF THE CENTER LINE OF A PRIVATE ROAD, 1.4 FEET NORTH OF A
 MM0029'FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MM0029'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0950 ***********************************************************************
 ML0950  DESIGNATION -  Y 314
 ML0950  PID         -  ML0950
 ML0950  STATE/COUNTY-  NE/BLAINE
 ML0950  COUNTRY     -  US
 ML0950  USGS QUAD   -  ALMERIA NW (2017)
 ML0950
 ML0950                         *CURRENT SURVEY CONTROL
 ML0950  ______________________________________________________________________
 ML0950* NAD 83(1986) POSITION- 41 52 43.     (N) 099 42 09.     (W)   SCALED
 ML0950* NAVD 88 ORTHO HEIGHT -   772.929 (meters)     2535.85  (feet) ADJUSTED
 ML0950  ______________________________________________________________________
 ML0950  GEOID HEIGHT    -        -22.600 (meters)                     GEOID18
 ML0950  DYNAMIC HEIGHT  -        772.556 (meters)     2534.63  (feet) COMP
 ML0950  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 ML0950
 ML0950  VERT ORDER      -  SECOND    CLASS 0
 ML0950
 ML0950.The horizontal coordinates were scaled from a map and have
 ML0950.an estimated accuracy of +/- 6 seconds.
 ML0950
 ML0950.The orthometric height was determined by differential leveling and
 ML0950.adjusted by the NATIONAL GEODETIC SURVEY
 ML0950.in June 1991.
 ML0950
 ML0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0950.GEOID18 height accuracy estimate available here.
 ML0950
 ML0950.Click photographs - Photos may exist for this station.
 ML0950
 ML0950.The dynamic height is computed by dividing the NAVD 88
 ML0950.geopotential number by the normal gravity value computed on the
 ML0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0950.degrees latitude (g = 980.6199 gals.).
 ML0950
 ML0950.The modeled gravity was interpolated from observed gravity values.
 ML0950
 ML0950;                    North         East    Units  Estimated Accuracy
 ML0950;SPC NE       -   227,120.      524,690.      MT  (+/- 180 meters Scaled)
 ML0950
 ML0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM417365(NAD 83)
 ML0950
 ML0950                          SUPERSEDED SURVEY CONTROL
 ML0950
 ML0950  NGVD 29 (??/??/92)  772.653  (m)         2534.95   (f) ADJ UNCH    2 0
 ML0950
 ML0950.Superseded values are not recommended for survey control.
 ML0950
 ML0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0950.See file dsdata.pdf to determine how the superseded data were derived.
 ML0950
 ML0950_MARKER: DB = BENCH MARK DISK
 ML0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0950_STAMPING: Y 314 1950
 ML0950_MARK LOGO: CGS
 ML0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0950+STABILITY: SURFACE MOTION
 ML0950
 ML0950  HISTORY     - Date     Condition        Report By
 ML0950  HISTORY     - 1950     MONUMENTED       CGS
 ML0950
 ML0950                          STATION DESCRIPTION
 ML0950
 ML0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0950'12.3 MI SE FROM BREWSTER.
 ML0950'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0950'BREWSTER, THENCE 3.6 MILES SOUTH ALONG A WINDING SAND ROAD, 0.1
 ML0950'MILE NORTH OF A CATTLE GUARD, JUST NORTH OF A FARMHOUSE AND
 ML0950'A LARGE RED BARN, AT THE TOP OF A HILL, 250 FEET EAST OF A NORTH
 ML0950'AND SOUTH FENCE, 35 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ML0950'1.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0950'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0830 ***********************************************************************
 ML0830  DESIGNATION -  Y 315
 ML0830  PID         -  ML0830
 ML0830  STATE/COUNTY-  NE/DAWSON
 ML0830  COUNTRY     -  US
 ML0830  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0830
 ML0830                         *CURRENT SURVEY CONTROL
 ML0830  ______________________________________________________________________
 ML0830* NAD 83(1986) POSITION- 41 02 19.     (N) 099 39 46.     (W)   SCALED
 ML0830* NAVD 88 ORTHO HEIGHT -   752.991 (meters)     2470.44  (feet) ADJUSTED
 ML0830  ______________________________________________________________________
 ML0830  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 ML0830  DYNAMIC HEIGHT  -        752.560 (meters)     2469.02  (feet) COMP
 ML0830  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 ML0830
 ML0830  VERT ORDER      -  SECOND    CLASS 0
 ML0830
 ML0830.The horizontal coordinates were scaled from a map and have
 ML0830.an estimated accuracy of +/- 6 seconds.
 ML0830
 ML0830.The orthometric height was determined by differential leveling and
 ML0830.adjusted by the NATIONAL GEODETIC SURVEY
 ML0830.in June 1991.
 ML0830
 ML0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0830.GEOID18 height accuracy estimate available here.
 ML0830
 ML0830.Click photographs - Photos may exist for this station.
 ML0830
 ML0830.The dynamic height is computed by dividing the NAVD 88
 ML0830.geopotential number by the normal gravity value computed on the
 ML0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0830.degrees latitude (g = 980.6199 gals.).
 ML0830
 ML0830.The modeled gravity was interpolated from observed gravity values.
 ML0830
 ML0830;                    North         East    Units  Estimated Accuracy
 ML0830;SPC NE       -   133,870.      528,350.      MT  (+/- 180 meters Scaled)
 ML0830
 ML0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML442432(NAD 83)
 ML0830
 ML0830                          SUPERSEDED SURVEY CONTROL
 ML0830
 ML0830  NGVD 29 (??/??/92)  752.707  (m)         2469.51   (f) ADJ UNCH    2 0
 ML0830
 ML0830.Superseded values are not recommended for survey control.
 ML0830
 ML0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0830.See file dsdata.pdf to determine how the superseded data were derived.
 ML0830
 ML0830_MARKER: DB = BENCH MARK DISK
 ML0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0830_STAMPING: Y 315 1950
 ML0830_MARK LOGO: CGS
 ML0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0830+STABILITY: SURFACE MOTION
 ML0830
 ML0830  HISTORY     - Date     Condition        Report By
 ML0830  HISTORY     - 1950     MONUMENTED       CGS
 ML0830  HISTORY     - 1983     GOOD             LOCSUR
 ML0830
 ML0830                          STATION DESCRIPTION
 ML0830
 ML0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0830'3.3 MI NW FROM EDDYVILLE.
 ML0830'3.3 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0830'POST OFFICE AT EDDYVILLE, AT A PRIVATE RAILROAD CROSSING, 41
 ML0830'FEET NORTHEAST OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY
 ML0830'NO. 40, 40 FEET SOUTHWEST OF THE SOUTHWEST TRACK OF THE UNION
 ML0830'PACIFIC RAILWAY, 28 FEET SOUTHEAST OF THE CENTER LINE OF A
 ML0830'PRIVATE DIRT ROAD LEADING NORTH, 2.0 FEET NORTHWEST OF A CONCRETE
 ML0830'FENCE POST, 1.4 FEET WEST OF A REFERENCE POST, AND SET IN THE
 ML0830'TOP OF A 5.4 FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ML0830'GROUND.
 ML0830
 ML0830                          STATION RECOVERY (1983)
 ML0830
 ML0830'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0047 ***********************************************************************
 MM0047  DESIGNATION -  Y 316
 MM0047  PID         -  MM0047
 MM0047  STATE/COUNTY-  NE/CUSTER
 MM0047  COUNTRY     -  US
 MM0047  USGS QUAD   -  ARNOLD (2017)
 MM0047
 MM0047                         *CURRENT SURVEY CONTROL
 MM0047  ______________________________________________________________________
 MM0047* NAD 83(1986) POSITION- 41 25 39.     (N) 100 11 16.     (W)   SCALED
 MM0047* NAVD 88 ORTHO HEIGHT -   836.102 (meters)     2743.11  (feet) ADJUSTED
 MM0047  ______________________________________________________________________
 MM0047  GEOID HEIGHT    -        -22.002 (meters)                     GEOID18
 MM0047  DYNAMIC HEIGHT  -        835.661 (meters)     2741.66  (feet) COMP
 MM0047  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 MM0047
 MM0047  VERT ORDER      -  SECOND    CLASS 0
 MM0047
 MM0047.The horizontal coordinates were scaled from a map and have
 MM0047.an estimated accuracy of +/- 6 seconds.
 MM0047
 MM0047.The orthometric height was determined by differential leveling and
 MM0047.adjusted by the NATIONAL GEODETIC SURVEY
 MM0047.in June 1991.
 MM0047
 MM0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0047.GEOID18 height accuracy estimate available here.
 MM0047
 MM0047.Click photographs - Photos may exist for this station.
 MM0047
 MM0047.The dynamic height is computed by dividing the NAVD 88
 MM0047.geopotential number by the normal gravity value computed on the
 MM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0047.degrees latitude (g = 980.6199 gals.).
 MM0047
 MM0047.The modeled gravity was interpolated from observed gravity values.
 MM0047
 MM0047;                    North         East    Units  Estimated Accuracy
 MM0047;SPC NE       -   177,010.      484,310.      MT  (+/- 180 meters Scaled)
 MM0047
 MM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML007868(NAD 83)
 MM0047
 MM0047                          SUPERSEDED SURVEY CONTROL
 MM0047
 MM0047  NGVD 29 (??/??/92)  835.854  (m)         2742.30   (f) ADJ UNCH    2 0
 MM0047
 MM0047.Superseded values are not recommended for survey control.
 MM0047
 MM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0047.See file dsdata.pdf to determine how the superseded data were derived.
 MM0047
 MM0047_MARKER: DB = BENCH MARK DISK
 MM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0047_STAMPING: Y 316 1950
 MM0047_MARK LOGO: CGS
 MM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0047+STABILITY: SURFACE MOTION
 MM0047
 MM0047  HISTORY     - Date     Condition        Report By
 MM0047  HISTORY     - 1950     MONUMENTED       CGS
 MM0047  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0047
 MM0047                          STATION DESCRIPTION
 MM0047
 MM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0047'0.2 MI NE FROM ARNOLD.
 MM0047'0.1 MILE NORTH ALONG HASKELL STREET FROM THE HIGH SCHOOL AT ARNOLD,
 MM0047'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, AT THE ARNOLD AIRPORT,
 MM0047'123 FEET SOUTHEAST OF THE MIDDLE HANGAR, 80 FEET NORTHWEST OF A
 MM0047'GASOLINE PUMP, 8.8 FEET NORTH OF A FENCE CORNER, SET IN THE TOP
 MM0047'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0047
 MM0047                          STATION RECOVERY (1972)
 MM0047
 MM0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0662 ***********************************************************************
 LH0662  DESIGNATION -  Y 317
 LH0662  PID         -  LH0662
 LH0662  STATE/COUNTY-  NE/BUFFALO
 LH0662  COUNTRY     -  US
 LH0662  USGS QUAD   -  MILLER NE (2017)
 LH0662
 LH0662                         *CURRENT SURVEY CONTROL
 LH0662  ______________________________________________________________________
 LH0662* NAD 83(1986) POSITION- 40 54 13.     (N) 099 17 32.     (W)   SCALED
 LH0662* NAVD 88 ORTHO HEIGHT -   728.325 (meters)     2389.51  (feet) ADJUSTED
 LH0662  ______________________________________________________________________
 LH0662  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 LH0662  DYNAMIC HEIGHT  -        727.914 (meters)     2388.16  (feet) COMP
 LH0662  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 LH0662
 LH0662  VERT ORDER      -  SECOND    CLASS 0
 LH0662
 LH0662.The horizontal coordinates were scaled from a map and have
 LH0662.an estimated accuracy of +/- 6 seconds.
 LH0662
 LH0662.The orthometric height was determined by differential leveling and
 LH0662.adjusted by the NATIONAL GEODETIC SURVEY
 LH0662.in June 1991.
 LH0662
 LH0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0662.GEOID18 height accuracy estimate available here.
 LH0662
 LH0662.Click photographs - Photos may exist for this station.
 LH0662
 LH0662.The dynamic height is computed by dividing the NAVD 88
 LH0662.geopotential number by the normal gravity value computed on the
 LH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0662.degrees latitude (g = 980.6199 gals.).
 LH0662
 LH0662.The modeled gravity was interpolated from observed gravity values.
 LH0662
 LH0662;                    North         East    Units  Estimated Accuracy
 LH0662;SPC NE       -   119,070.      559,620.      MT  (+/- 180 meters Scaled)
 LH0662
 LH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML753280(NAD 83)
 LH0662
 LH0662                          SUPERSEDED SURVEY CONTROL
 LH0662
 LH0662  NGVD 29 (??/??/92)  728.069  (m)         2388.67   (f) ADJ UNCH    2 0
 LH0662
 LH0662.Superseded values are not recommended for survey control.
 LH0662
 LH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0662.See file dsdata.pdf to determine how the superseded data were derived.
 LH0662
 LH0662_MARKER: DB = BENCH MARK DISK
 LH0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0662_STAMPING: Y 317 1950
 LH0662_MARK LOGO: CGS
 LH0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0662+STABILITY: SURFACE MOTION
 LH0662
 LH0662  HISTORY     - Date     Condition        Report By
 LH0662  HISTORY     - 1950     MONUMENTED       CGS
 LH0662
 LH0662                          STATION DESCRIPTION
 LH0662
 LH0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0662'6 MI NW FROM AMHERST.
 LH0662'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0662'RAILROAD STATION AT AMHERST, THENCE 4.4 MILES NORTH ALONG A
 LH0662'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 LH0662'THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD, 72 FEET EAST OF
 LH0662'THE CENTER LINE OF A ROAD, 2 FEET NORTH OF THE NORTHWEST CORNER
 LH0662'OF A CHURCH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0662'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0907 ***********************************************************************
 ML0907  DESIGNATION -  Y 318
 ML0907  PID         -  ML0907
 ML0907  STATE/COUNTY-  NE/CUSTER
 ML0907  COUNTRY     -  US
 ML0907  USGS QUAD   -  MILBURN (2017)
 ML0907
 ML0907                         *CURRENT SURVEY CONTROL
 ML0907  ______________________________________________________________________
 ML0907* NAD 83(1986) POSITION- 41 41 02.     (N) 099 40 23.     (W)   SCALED
 ML0907* NAVD 88 ORTHO HEIGHT -   743.957 (meters)     2440.80  (feet) ADJUSTED
 ML0907  ______________________________________________________________________
 ML0907  GEOID HEIGHT    -        -22.704 (meters)                     GEOID18
 ML0907  DYNAMIC HEIGHT  -        743.574 (meters)     2439.54  (feet) COMP
 ML0907  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 ML0907
 ML0907  VERT ORDER      -  SECOND    CLASS 0
 ML0907
 ML0907.The horizontal coordinates were scaled from a map and have
 ML0907.an estimated accuracy of +/- 6 seconds.
 ML0907
 ML0907.The orthometric height was determined by differential leveling and
 ML0907.adjusted by the NATIONAL GEODETIC SURVEY
 ML0907.in June 1991.
 ML0907
 ML0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0907.GEOID18 height accuracy estimate available here.
 ML0907
 ML0907.Click photographs - Photos may exist for this station.
 ML0907
 ML0907.The dynamic height is computed by dividing the NAVD 88
 ML0907.geopotential number by the normal gravity value computed on the
 ML0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0907.degrees latitude (g = 980.6199 gals.).
 ML0907
 ML0907.The modeled gravity was interpolated from observed gravity values.
 ML0907
 ML0907;                    North         East    Units  Estimated Accuracy
 ML0907;SPC NE       -   205,510.      527,210.      MT  (+/- 180 meters Scaled)
 ML0907
 ML0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM439148(NAD 83)
 ML0907
 ML0907                          SUPERSEDED SURVEY CONTROL
 ML0907
 ML0907  NGVD 29 (??/??/92)  743.676  (m)         2439.88   (f) ADJ UNCH    2 0
 ML0907
 ML0907.Superseded values are not recommended for survey control.
 ML0907
 ML0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0907.See file dsdata.pdf to determine how the superseded data were derived.
 ML0907
 ML0907_MARKER: DB = BENCH MARK DISK
 ML0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0907_STAMPING: Y 318 1950
 ML0907_MARK LOGO: CGS
 ML0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0907+STABILITY: SURFACE MOTION
 ML0907
 ML0907  HISTORY     - Date     Condition        Report By
 ML0907  HISTORY     - 1950     MONUMENTED       CGS
 ML0907  HISTORY     - 1984     GOOD             LOCSUR
 ML0907
 ML0907                          STATION DESCRIPTION
 ML0907
 ML0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0907'5.2 MI NW FROM GATES.
 ML0907'3.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT GATES,
 ML0907'THENCE 2.0 MILES WEST ALONG A DIRT ROAD, AT A JUNCTION WITH A
 ML0907'TRACK ROAD LEADING WEST, 63 FEET WEST OF THE EXTENDED CENTER LINE
 ML0907'OF A ROAD LEADING NORTH, 29 FEET NORTH OF THE CENTER LINE OF A
 ML0907'TRACK ROAD LEADING WEST, 1.3 FEET SOUTH OF A FENCE, 1.3 FEET EAST
 ML0907'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0907'0.5 FOOT ABOVE THE GROUND.
 ML0907
 ML0907                          STATION RECOVERY (1984)
 ML0907
 ML0907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0907'MARK IS 68.2 FEET WEST NORTH WEST OF THE SOUTHEAST CORNER OF SECTION
 ML0907'24-TOWNSHIP 20 NORTH-RANGE 21 WEST OF THE 6TH PRINCIPLE MERDIAN,
 ML0907'CUSTER COUNTY. WITNESS POST PLACED 1 FOOT NORTH OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0968 ***********************************************************************
 ML0968  DESIGNATION -  Y 319
 ML0968  PID         -  ML0968
 ML0968  STATE/COUNTY-  NE/CUSTER
 ML0968  COUNTRY     -  US
 ML0968  USGS QUAD   -  ANSELMO NE (2017)
 ML0968
 ML0968                         *CURRENT SURVEY CONTROL
 ML0968  ______________________________________________________________________
 ML0968* NAD 83(1986) POSITION- 41 39 14.     (N) 099 49 34.     (W)   SCALED
 ML0968* NAVD 88 ORTHO HEIGHT -   831.335 (meters)     2727.47  (feet) ADJUSTED
 ML0968  ______________________________________________________________________
 ML0968  GEOID HEIGHT    -        -22.407 (meters)                     GEOID18
 ML0968  DYNAMIC HEIGHT  -        830.908 (meters)     2726.07  (feet) COMP
 ML0968  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 ML0968
 ML0968  VERT ORDER      -  SECOND    CLASS 0
 ML0968
 ML0968.The horizontal coordinates were scaled from a map and have
 ML0968.an estimated accuracy of +/- 6 seconds.
 ML0968
 ML0968.The orthometric height was determined by differential leveling and
 ML0968.adjusted by the NATIONAL GEODETIC SURVEY
 ML0968.in June 1991.
 ML0968
 ML0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0968.GEOID18 height accuracy estimate available here.
 ML0968
 ML0968.Click photographs - Photos may exist for this station.
 ML0968
 ML0968.The dynamic height is computed by dividing the NAVD 88
 ML0968.geopotential number by the normal gravity value computed on the
 ML0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0968.degrees latitude (g = 980.6199 gals.).
 ML0968
 ML0968.The modeled gravity was interpolated from observed gravity values.
 ML0968
 ML0968;                    North         East    Units  Estimated Accuracy
 ML0968;SPC NE       -   202,140.      514,480.      MT  (+/- 180 meters Scaled)
 ML0968
 ML0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM312116(NAD 83)
 ML0968
 ML0968                          SUPERSEDED SURVEY CONTROL
 ML0968
 ML0968  NGVD 29 (??/??/92)  831.051  (m)         2726.54   (f) ADJ UNCH    2 0
 ML0968
 ML0968.Superseded values are not recommended for survey control.
 ML0968
 ML0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0968.See file dsdata.pdf to determine how the superseded data were derived.
 ML0968
 ML0968_MARKER: DB = BENCH MARK DISK
 ML0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0968_STAMPING: Y 319 1950
 ML0968_MARK LOGO: CGS
 ML0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0968+STABILITY: SURFACE MOTION
 ML0968
 ML0968  HISTORY     - Date     Condition        Report By
 ML0968  HISTORY     - 1950     MONUMENTED       CGS
 ML0968
 ML0968                          STATION DESCRIPTION
 ML0968
 ML0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0968'4.6 MI NE FROM ANSELMO.
 ML0968'2.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 ML0968'AND QUINCY RAILROAD STATION AT ANSELMO, THENCE 2.05 MILES EAST
 ML0968'ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A DIRT ROAD LEADING
 ML0968'SOUTH, ON THE NORTH SLOPE OF A HILL, 191 FEET SOUTH OF THE EAST
 ML0968'END OF A ROW OF COTTONWOOD TREES WHICH IS ALONG THE NORTH SIDE
 ML0968'OF AN EAST AND WEST ROAD, 159 FEET SOUTH OF THE CENTER LINE OF AN
 ML0968'EAST AND WEST ROAD, 109 FEET SOUTH OF A FENCE, 14 FEET EAST OF
 ML0968'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 1.7 FEET EAST OF
 ML0968'A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0968'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0844 ***********************************************************************
 ML0844  DESIGNATION -  Y 320
 ML0844  PID         -  ML0844
 ML0844  STATE/COUNTY-  NE/DAWSON
 ML0844  COUNTRY     -  US
 ML0844  USGS QUAD   -  OCONTO SE (2017)
 ML0844
 ML0844                         *CURRENT SURVEY CONTROL
 ML0844  ______________________________________________________________________
 ML0844* NAD 83(1986) POSITION- 41 00 45.     (N) 099 49 19.     (W)   SCALED
 ML0844* NAVD 88 ORTHO HEIGHT -   793.487 (meters)     2603.30  (feet) ADJUSTED
 ML0844  ______________________________________________________________________
 ML0844  GEOID HEIGHT    -        -23.340 (meters)                     GEOID18
 ML0844  DYNAMIC HEIGHT  -        793.020 (meters)     2601.77  (feet) COMP
 ML0844  MODELED GRAVITY -    980,009.3   (mgal)                       NAVD 88
 ML0844
 ML0844  VERT ORDER      -  SECOND    CLASS 0
 ML0844
 ML0844.The horizontal coordinates were scaled from a map and have
 ML0844.an estimated accuracy of +/- 6 seconds.
 ML0844
 ML0844.The orthometric height was determined by differential leveling and
 ML0844.adjusted by the NATIONAL GEODETIC SURVEY
 ML0844.in June 1991.
 ML0844
 ML0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0844.GEOID18 height accuracy estimate available here.
 ML0844
 ML0844.Click photographs - Photos may exist for this station.
 ML0844
 ML0844.The dynamic height is computed by dividing the NAVD 88
 ML0844.geopotential number by the normal gravity value computed on the
 ML0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0844.degrees latitude (g = 980.6199 gals.).
 ML0844
 ML0844.The modeled gravity was interpolated from observed gravity values.
 ML0844
 ML0844;                    North         East    Units  Estimated Accuracy
 ML0844;SPC NE       -   130,930.      514,970.      MT  (+/- 180 meters Scaled)
 ML0844
 ML0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML308404(NAD 83)
 ML0844
 ML0844                          SUPERSEDED SURVEY CONTROL
 ML0844
 ML0844  NGVD 29 (??/??/92)  793.178  (m)         2602.28   (f) ADJ UNCH    2 0
 ML0844
 ML0844.Superseded values are not recommended for survey control.
 ML0844
 ML0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0844.See file dsdata.pdf to determine how the superseded data were derived.
 ML0844
 ML0844_MARKER: DB = BENCH MARK DISK
 ML0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0844_STAMPING: Y 320 1950
 ML0844_MARK LOGO: CGS
 ML0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0844+STABILITY: SURFACE MOTION
 ML0844
 ML0844  HISTORY     - Date     Condition        Report By
 ML0844  HISTORY     - 1950     MONUMENTED       CGS
 ML0844
 ML0844                          STATION DESCRIPTION
 ML0844
 ML0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0844'2.5 MI NE FROM BUFFALO.
 ML0844'2.0 MILES NORTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 ML0844'OFFICE AT BUFFALO, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 ML0844'AT A FARMHOUSE BELONGING TO THE FIRST LUTHERAN CHURCH OF BUFFALO,
 ML0844'79 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 47 FEET
 ML0844'NORTH OF THE NORTHWEST CORNER OF THE FARMHOUSE, 31 FEET EAST OF THE
 ML0844'CENTER LINE OF A PRIVATE DRIVEWAY, 12 FEET WEST OF THE CENTER OF A
 ML0844'GATE, 13 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 ML0844'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0844'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0791 ***********************************************************************
 ML0791  DESIGNATION -  Y 321
 ML0791  PID         -  ML0791
 ML0791  STATE/COUNTY-  NE/CUSTER
 ML0791  COUNTRY     -  US
 ML0791  USGS QUAD   -  OCONTO NW (2017)
 ML0791
 ML0791                         *CURRENT SURVEY CONTROL
 ML0791  ______________________________________________________________________
 ML0791* NAD 83(1986) POSITION- 41 14 57.     (N) 099 53 17.     (W)   SCALED
 ML0791* NAVD 88 ORTHO HEIGHT -   798.668 (meters)     2620.30  (feet) ADJUSTED
 ML0791  ______________________________________________________________________
 ML0791  GEOID HEIGHT    -        -22.655 (meters)                     GEOID18
 ML0791  DYNAMIC HEIGHT  -        798.234 (meters)     2618.87  (feet) COMP
 ML0791  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 ML0791
 ML0791  VERT ORDER      -  SECOND    CLASS 0
 ML0791
 ML0791.The horizontal coordinates were scaled from a map and have
 ML0791.an estimated accuracy of +/- 6 seconds.
 ML0791
 ML0791.The orthometric height was determined by differential leveling and
 ML0791.adjusted by the NATIONAL GEODETIC SURVEY
 ML0791.in June 1991.
 ML0791
 ML0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0791.GEOID18 height accuracy estimate available here.
 ML0791
 ML0791.Click photographs - Photos may exist for this station.
 ML0791
 ML0791.The dynamic height is computed by dividing the NAVD 88
 ML0791.geopotential number by the normal gravity value computed on the
 ML0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0791.degrees latitude (g = 980.6199 gals.).
 ML0791
 ML0791.The modeled gravity was interpolated from observed gravity values.
 ML0791
 ML0791;                    North         East    Units  Estimated Accuracy
 ML0791;SPC NE       -   157,200.      509,380.      MT  (+/- 180 meters Scaled)
 ML0791
 ML0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML255667(NAD 83)
 ML0791
 ML0791                          SUPERSEDED SURVEY CONTROL
 ML0791
 ML0791  NGVD 29 (??/??/92)  798.409  (m)         2619.45   (f) ADJ UNCH    2 0
 ML0791
 ML0791.Superseded values are not recommended for survey control.
 ML0791
 ML0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0791.See file dsdata.pdf to determine how the superseded data were derived.
 ML0791
 ML0791_MARKER: DB = BENCH MARK DISK
 ML0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0791_STAMPING: Y 321 1950
 ML0791_MARK LOGO: CGS
 ML0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0791+STABILITY: SURFACE MOTION
 ML0791
 ML0791  HISTORY     - Date     Condition        Report By
 ML0791  HISTORY     - 1950     MONUMENTED       CGS
 ML0791
 ML0791                          STATION DESCRIPTION
 ML0791
 ML0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0791'3.6 MI SE FROM CALLAWAY.
 ML0791'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0791'RAILROAD STATION AT CALLAWAY, 35 FEET NORTHEAST OF THE CENTER
 ML0791'LINE OF THE HIGHWAY, 82 FEET SOUTHEAST OF THE CENTER LINE OF A
 ML0791'ROAD LEADING NORTHEAST, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ML0791'OF THE UNION PACIFIC RAILROAD, 26 FEET EAST OF A TELEPHONE POLE,
 ML0791'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0791'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0687 ***********************************************************************
 ML0687  DESIGNATION -  Y 322
 ML0687  PID         -  ML0687
 ML0687  STATE/COUNTY-  NE/VALLEY
 ML0687  COUNTRY     -  US
 ML0687  USGS QUAD   -  ARCADIA WEST (2017)
 ML0687
 ML0687                         *CURRENT SURVEY CONTROL
 ML0687  ______________________________________________________________________
 ML0687* NAD 83(1986) POSITION- 41 25 16.     (N) 099 08 49.     (W)   SCALED
 ML0687* NAVD 88 ORTHO HEIGHT -   658.532 (meters)     2160.53  (feet) ADJUSTED
 ML0687  ______________________________________________________________________
 ML0687  GEOID HEIGHT    -        -23.574 (meters)                     GEOID18
 ML0687  DYNAMIC HEIGHT  -        658.201 (meters)     2159.45  (feet) COMP
 ML0687  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 ML0687
 ML0687  VERT ORDER      -  FIRST     CLASS II
 ML0687
 ML0687.The horizontal coordinates were scaled from a map and have
 ML0687.an estimated accuracy of +/- 6 seconds.
 ML0687
 ML0687.The orthometric height was determined by differential leveling and
 ML0687.adjusted by the NATIONAL GEODETIC SURVEY
 ML0687.in June 1991.
 ML0687
 ML0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0687.GEOID18 height accuracy estimate available here.
 ML0687
 ML0687.Click photographs - Photos may exist for this station.
 ML0687
 ML0687.The dynamic height is computed by dividing the NAVD 88
 ML0687.geopotential number by the normal gravity value computed on the
 ML0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0687.degrees latitude (g = 980.6199 gals.).
 ML0687
 ML0687.The modeled gravity was interpolated from observed gravity values.
 ML0687
 ML0687;                    North         East    Units  Estimated Accuracy
 ML0687;SPC NE       -   176,640.      571,290.      MT  (+/- 180 meters Scaled)
 ML0687
 ML0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML877855(NAD 83)
 ML0687
 ML0687                          SUPERSEDED SURVEY CONTROL
 ML0687
 ML0687  NGVD 29 (??/??/92)  658.286  (m)         2159.73   (f) ADJ UNCH    1 2
 ML0687
 ML0687.Superseded values are not recommended for survey control.
 ML0687
 ML0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0687.See file dsdata.pdf to determine how the superseded data were derived.
 ML0687
 ML0687_MARKER: DB = BENCH MARK DISK
 ML0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0687_STAMPING: Y 322 1950
 ML0687_MARK LOGO: CGS
 ML0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0687+STABILITY: SURFACE MOTION
 ML0687
 ML0687  HISTORY     - Date     Condition        Report By
 ML0687  HISTORY     - 1950     MONUMENTED       CGS
 ML0687
 ML0687                          STATION DESCRIPTION
 ML0687
 ML0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0687'1 MI W FROM ARCADIA.
 ML0687'1.0 MILE WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0687'ARCADIA, AT THE ARCADIA AIRPORT, 85 FEET SOUTH OF THE CENTER
 ML0687'LINE OF THE HIGHWAY, 101 FEET WEST OF THE CENTER LINE OF THE
 ML0687'ENTRANCE TO THE AIRPORT, 2 FEET NORTHEAST OF THE SOUTHEAST
 ML0687'CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0687'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0591 ***********************************************************************
 ML0591  DESIGNATION -  Y 323
 ML0591  PID         -  ML0591
 ML0591  STATE/COUNTY-  NE/CUSTER
 ML0591  COUNTRY     -  US
 ML0591  USGS QUAD   -  COMSTOCK (2017)
 ML0591
 ML0591                         *CURRENT SURVEY CONTROL
 ML0591  ______________________________________________________________________
 ML0591* NAD 83(1986) POSITION- 41 31 55.12   (N) 099 13 53.71   (W)   HD_HELD1
 ML0591* NAVD 88 ORTHO HEIGHT -   681.455 (meters)     2235.74  (feet) ADJUSTED
 ML0591  ______________________________________________________________________
 ML0591  GEOID HEIGHT    -        -23.403 (meters)                     GEOID18
 ML0591  DYNAMIC HEIGHT  -        681.113 (meters)     2234.62  (feet) COMP
 ML0591  MODELED GRAVITY -    980,098.3   (mgal)                       NAVD 88
 ML0591
 ML0591  VERT ORDER      -  FIRST     CLASS II
 ML0591
 ML0591.The horizontal coordinates were determined by differentially corrected
 ML0591.hand held GPS observations or other comparable positioning techniques
 ML0591.and have an estimated accuracy of +/- 3 meters.
 ML0591
 ML0591.The orthometric height was determined by differential leveling and
 ML0591.adjusted by the NATIONAL GEODETIC SURVEY
 ML0591.in June 1991.
 ML0591
 ML0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0591.GEOID18 height accuracy estimate available here.
 ML0591
 ML0591.Click photographs - Photos may exist for this station.
 ML0591
 ML0591.The dynamic height is computed by dividing the NAVD 88
 ML0591.geopotential number by the normal gravity value computed on the
 ML0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0591.degrees latitude (g = 980.6199 gals.).
 ML0591
 ML0591.The modeled gravity was interpolated from observed gravity values.
 ML0591
 ML0591;                    North         East    Units  Estimated Accuracy
 ML0591;SPC NE       -   188,877.3     564,105.3     MT  (+/- 3 meters HH1 GPS) 
 ML0591
 ML0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8068097840(NAD 83)
 ML0591
 ML0591                          SUPERSEDED SURVEY CONTROL
 ML0591
 ML0591  NGVD 29 (??/??/92)  681.204  (m)         2234.92   (f) ADJ UNCH    1 2
 ML0591
 ML0591.Superseded values are not recommended for survey control.
 ML0591
 ML0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0591.See file dsdata.pdf to determine how the superseded data were derived.
 ML0591
 ML0591_MARKER: DB = BENCH MARK DISK
 ML0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0591_STAMPING: Y 323 1950
 ML0591_MARK LOGO: CGS
 ML0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0591+STABILITY: SURFACE MOTION
 ML0591
 ML0591  HISTORY     - Date     Condition        Report By
 ML0591  HISTORY     - 1950     MONUMENTED       CGS
 ML0591  HISTORY     - 1989     GOOD             USPSQD
 ML0591
 ML0591                          STATION DESCRIPTION
 ML0591
 ML0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0591'1.9 MI SE FROM COMSTOCK.
 ML0591'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0591'RAILROAD FROM THE STATION AT COMSTOCK, AT A ROAD CROSSING, 50
 ML0591'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET WEST OF THE CENTER
 ML0591'LINE OF A ROAD, 9 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.4 FEET
 ML0591'NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET
 ML0591'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0591'THE GROUND.
 ML0591
 ML0591                          STATION RECOVERY (1989)
 ML0591
 ML0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERS)
 ML0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1476 ***********************************************************************
 MK1476  DESIGNATION -  Y 324
 MK1476  PID         -  MK1476
 MK1476  STATE/COUNTY-  NE/MERRICK
 MK1476  COUNTRY     -  US
 MK1476  USGS QUAD   -  CLARKS (2017)
 MK1476
 MK1476                         *CURRENT SURVEY CONTROL
 MK1476  ______________________________________________________________________
 MK1476* NAD 83(1986) POSITION- 41 11 29.     (N) 097 51 22.     (W)   SCALED
 MK1476* NAVD 88 ORTHO HEIGHT -   498.612 (meters)     1635.86  (feet) ADJUSTED
 MK1476  ______________________________________________________________________
 MK1476  GEOID HEIGHT    -        -25.337 (meters)                     GEOID18
 MK1476  DYNAMIC HEIGHT  -        498.371 (meters)     1635.07  (feet) COMP
 MK1476  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 MK1476
 MK1476  VERT ORDER      -  SECOND    CLASS 0
 MK1476
 MK1476.The horizontal coordinates were scaled from a map and have
 MK1476.an estimated accuracy of +/- 6 seconds.
 MK1476
 MK1476.The orthometric height was determined by differential leveling and
 MK1476.adjusted by the NATIONAL GEODETIC SURVEY
 MK1476.in June 1991.
 MK1476
 MK1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1476.GEOID18 height accuracy estimate available here.
 MK1476
 MK1476.Click photographs - Photos may exist for this station.
 MK1476
 MK1476.The dynamic height is computed by dividing the NAVD 88
 MK1476.geopotential number by the normal gravity value computed on the
 MK1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1476.degrees latitude (g = 980.6199 gals.).
 MK1476
 MK1476.The modeled gravity was interpolated from observed gravity values.
 MK1476
 MK1476;                    North         East    Units  Estimated Accuracy
 MK1476;SPC NE       -   153,010.      679,780.      MT  (+/- 180 meters Scaled)
 MK1476
 MK1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL959606(NAD 83)
 MK1476
 MK1476                          SUPERSEDED SURVEY CONTROL
 MK1476
 MK1476  NGVD 29 (??/??/92)  498.404  (m)         1635.18   (f) ADJ UNCH    2 0
 MK1476
 MK1476.Superseded values are not recommended for survey control.
 MK1476
 MK1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1476.See file dsdata.pdf to determine how the superseded data were derived.
 MK1476
 MK1476_MARKER: DB = BENCH MARK DISK
 MK1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1476_STAMPING: Y 324 1950
 MK1476_MARK LOGO: CGS
 MK1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1476+STABILITY: SURFACE MOTION
 MK1476
 MK1476  HISTORY     - Date     Condition        Report By
 MK1476  HISTORY     - 1950     MONUMENTED       CGS
 MK1476
 MK1476                          STATION DESCRIPTION
 MK1476
 MK1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1476'3.8 MI SW FROM CLARKS.
 MK1476'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1476'STATION AT CLARKS, THENCE 1.1 MILES EAST ALONG U.S. HIGHWAY 30 A,
 MK1476'100 FEET NORTHEAST OF A FARMHOUSE, 72 FEET SOUTH OF THE CENTER
 MK1476'LINE OF THE HIGHWAY, 19.7 FEET SOUTHEAST OF THE SOUTHEAST
 MK1476'CORNER OF A WOODEN BRIDGE, 10 FEET SOUTH OF A FENCE CORNER,
 MK1476'11 FEET SOUTH OF A WITNESS POST, 18 FEET EAST OF THE CENTER
 MK1476'LINE OF A PRIVATE DRIVEWAY, 1.1 FEET EAST OF A FENCE, SET IN
 MK1476'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK1476'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1520 ***********************************************************************
 MK1520  DESIGNATION -  Y 325
 MK1520  PID         -  MK1520
 MK1520  STATE/COUNTY-  NE/POLK
 MK1520  COUNTRY     -  US
 MK1520  USGS QUAD   -  STROMSBURG (2017)
 MK1520
 MK1520                         *CURRENT SURVEY CONTROL
 MK1520  ______________________________________________________________________
 MK1520* NAD 83(1986) POSITION- 41 06 13.     (N) 097 35 44.     (W)   SCALED
 MK1520* NAVD 88 ORTHO HEIGHT -   499.089 (meters)     1637.43  (feet) ADJUSTED
 MK1520  ______________________________________________________________________
 MK1520  GEOID HEIGHT    -        -25.823 (meters)                     GEOID18
 MK1520  DYNAMIC HEIGHT  -        498.842 (meters)     1636.62  (feet) COMP
 MK1520  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 MK1520
 MK1520  VERT ORDER      -  SECOND    CLASS 0
 MK1520
 MK1520.This mark is at Stromsburg Municipal Airport (11K)
 MK1520
 MK1520.The horizontal coordinates were scaled from a map and have
 MK1520.an estimated accuracy of +/- 6 seconds.
 MK1520
 MK1520.The orthometric height was determined by differential leveling and
 MK1520.adjusted by the NATIONAL GEODETIC SURVEY
 MK1520.in June 1991.
 MK1520
 MK1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1520.GEOID18 height accuracy estimate available here.
 MK1520
 MK1520.Click photographs - Photos may exist for this station.
 MK1520
 MK1520.The dynamic height is computed by dividing the NAVD 88
 MK1520.geopotential number by the normal gravity value computed on the
 MK1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1520.degrees latitude (g = 980.6199 gals.).
 MK1520
 MK1520.The modeled gravity was interpolated from observed gravity values.
 MK1520
 MK1520;                    North         East    Units  Estimated Accuracy
 MK1520;SPC NE       -   143,840.      701,890.      MT  (+/- 180 meters Scaled)
 MK1520
 MK1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL179512(NAD 83)
 MK1520
 MK1520                          SUPERSEDED SURVEY CONTROL
 MK1520
 MK1520  NGVD 29 (??/??/92)  498.887  (m)         1636.77   (f) ADJ UNCH    2 0
 MK1520
 MK1520.Superseded values are not recommended for survey control.
 MK1520
 MK1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1520.See file dsdata.pdf to determine how the superseded data were derived.
 MK1520
 MK1520_MARKER: DB = BENCH MARK DISK
 MK1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1520_STAMPING: Y 325 1950
 MK1520_MARK LOGO: CGS
 MK1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1520+STABILITY: SURFACE MOTION
 MK1520
 MK1520  HISTORY     - Date     Condition        Report By
 MK1520  HISTORY     - 1950     MONUMENTED       CGS
 MK1520
 MK1520                          STATION DESCRIPTION
 MK1520
 MK1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1520'0.8 MI S FROM STROMSBURG.
 MK1520'0.7 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE CITY PARK AT
 MK1520'STROMSBURG, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, AT THE
 MK1520'STROMSBURG AIRPORT, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK1520'1.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MOST NORTHERLY
 MK1520'ONE OF 2 HANGARS, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1520'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1490 ***********************************************************************
 MK1490  DESIGNATION -  Y 326 RESET
 MK1490  PID         -  MK1490
 MK1490  STATE/COUNTY-  NE/POLK
 MK1490  COUNTRY     -  US
 MK1490  USGS QUAD   -  SILVER CREEK (2017)
 MK1490
 MK1490                         *CURRENT SURVEY CONTROL
 MK1490  ______________________________________________________________________
 MK1490* NAD 83(1986) POSITION- 41 18 17.3    (N) 097 39 31.0    (W)   HD_HELD2
 MK1490* NAVD 88 ORTHO HEIGHT -   474.36  (meters)     1556.3   (feet) RESET
 MK1490  ______________________________________________________________________
 MK1490  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 MK1490  VERT ORDER      -  THIRD
 MK1490
 MK1490.The horizontal coordinates were established by autonomous hand held GPS
 MK1490.observations and have an estimated accuracy of +/- 10 meters.
 MK1490
 MK1490.The orthometric height was computed from unverified reset data.
 MK1490
 MK1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1490.GEOID18 height accuracy estimate available here.
 MK1490
 MK1490.Click photographs - Photos may exist for this station.
 MK1490
 MK1490;                    North         East    Units  Estimated Accuracy
 MK1490;SPC NE       -   166,025.      695,993.      MT  (+/- 10 meters HH2 GPS)
 MK1490
 MK1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1229273461(NAD 83)
 MK1490
 MK1490                          SUPERSEDED SURVEY CONTROL
 MK1490
 MK1490.No superseded survey control is available for this station.
 MK1490
 MK1490_MARKER: DB = BENCH MARK DISK
 MK1490_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK1490_SP_SET: BRIDGE ABUTMENT
 MK1490_STAMPING: Y 326 RESET 1970
 MK1490_MARK LOGO: CGS
 MK1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1490+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 MK1490
 MK1490  HISTORY     - Date     Condition        Report By
 MK1490  HISTORY     - 1970     MONUMENTED       NEDR
 MK1490  HISTORY     - 20101001 GOOD             INDIV
 MK1490  HISTORY     - 20170824 GOOD             INDIV
 MK1490
 MK1490                          STATION DESCRIPTION
 MK1490
 MK1490'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1970
 MK1490'0.8 MI S FROM SILVER CREEK.
 MK1490'0.8 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1490'SILVER CREEK, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MK1490'0.3 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 MK1490'SOUTH WEST ABUTMENT WING OF A CONCRETE BRIDGE OVER THE PLATTE
 MK1490'RIVER.
 MK1490
 MK1490                          STATION RECOVERY (2010)
 MK1490
 MK1490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CCH)
 MK1490'RECOVERED IN GOOD CONDITION.
 MK1490
 MK1490                          STATION RECOVERY (2017)
 MK1490
 MK1490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 MK1490'RECOVERED AS DESCRIBED, MARK IS LOCATED ON THE SOUTHWEST CORNER OF THE
 MK1490'WING WALL OF BRIDGE NUMBER 00893 OVER THE PLATTE RIVER. NEAR MILE POST
 MK1490'8.82 OF HWY 39. MARK IS FLUSH. 
 MK1490'LAT. 41 18 17.3  
 MK1490'LONG. 097 39 30.9
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1318 ***********************************************************************
 MK1318  DESIGNATION -  Y 327
 MK1318  PID         -  MK1318
 MK1318  STATE/COUNTY-  NE/POLK
 MK1318  COUNTRY     -  US
 MK1318  USGS QUAD   -  COLUMBUS SW (2017)
 MK1318
 MK1318                         *CURRENT SURVEY CONTROL
 MK1318  ______________________________________________________________________
 MK1318* NAD 83(1986) POSITION- 41 17 39.     (N) 097 26 44.     (W)   SCALED
 MK1318* NAVD 88 ORTHO HEIGHT -   464.874 (meters)     1525.17  (feet) ADJUSTED
 MK1318  ______________________________________________________________________
 MK1318  GEOID HEIGHT    -        -25.485 (meters)                     GEOID18
 MK1318  DYNAMIC HEIGHT  -        464.664 (meters)     1524.49  (feet) COMP
 MK1318  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 MK1318
 MK1318  VERT ORDER      -  SECOND    CLASS 0
 MK1318
 MK1318.The horizontal coordinates were scaled from a map and have
 MK1318.an estimated accuracy of +/- 6 seconds.
 MK1318
 MK1318.The orthometric height was determined by differential leveling and
 MK1318.adjusted by the NATIONAL GEODETIC SURVEY
 MK1318.in June 1991.
 MK1318
 MK1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1318.GEOID18 height accuracy estimate available here.
 MK1318
 MK1318.Click photographs - Photos may exist for this station.
 MK1318
 MK1318.The dynamic height is computed by dividing the NAVD 88
 MK1318.geopotential number by the normal gravity value computed on the
 MK1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1318.degrees latitude (g = 980.6199 gals.).
 MK1318
 MK1318.The modeled gravity was interpolated from observed gravity values.
 MK1318
 MK1318;                    North         East    Units  Estimated Accuracy
 MK1318;SPC NE       -   165,350.      713,860.      MT  (+/- 180 meters Scaled)
 MK1318
 MK1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL301725(NAD 83)
 MK1318
 MK1318                          SUPERSEDED SURVEY CONTROL
 MK1318
 MK1318  NGVD 29 (??/??/92)  464.688  (m)         1524.56   (f) ADJ UNCH    2 0
 MK1318
 MK1318.Superseded values are not recommended for survey control.
 MK1318
 MK1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1318.See file dsdata.pdf to determine how the superseded data were derived.
 MK1318
 MK1318_MARKER: DB = BENCH MARK DISK
 MK1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1318_STAMPING: Y 327 1950
 MK1318_MARK LOGO: CGS
 MK1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1318+STABILITY: SURFACE MOTION
 MK1318
 MK1318  HISTORY     - Date     Condition        Report By
 MK1318  HISTORY     - 1950     MONUMENTED       CGS
 MK1318
 MK1318                          STATION DESCRIPTION
 MK1318
 MK1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1318'10 MI SE FROM DUNCAN.
 MK1318'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1318'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1318'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0
 MK1318'MILES EAST ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A SCHOOLHOUSE
 MK1318'WHICH IS ON THE SOUTH SIDE OF THE ROAD, AT A ROAD INTERSECTION,
 MK1318'129 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1318'28 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1318'1.2 FEET EAST OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST,
 MK1318'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1318'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0580 ***********************************************************************
 LH0580  DESIGNATION -  Y 328
 LH0580  PID         -  LH0580
 LH0580  STATE/COUNTY-  NE/BUFFALO
 LH0580  COUNTRY     -  US
 LH0580  USGS QUAD   -  PLEASANTON SE (2017)
 LH0580
 LH0580                         *CURRENT SURVEY CONTROL
 LH0580  ______________________________________________________________________
 LH0580* NAD 83(1986) POSITION- 40 47 49.     (N) 099 05 02.     (W)   SCALED
 LH0580* NAVD 88 ORTHO HEIGHT -   665.906 (meters)     2184.73  (feet) ADJUSTED
 LH0580  ______________________________________________________________________
 LH0580  GEOID HEIGHT    -        -24.224 (meters)                     GEOID18
 LH0580  DYNAMIC HEIGHT  -        665.537 (meters)     2183.52  (feet) COMP
 LH0580  MODELED GRAVITY -    980,047.5   (mgal)                       NAVD 88
 LH0580
 LH0580  VERT ORDER      -  SECOND    CLASS 0
 LH0580
 LH0580.The horizontal coordinates were scaled from a map and have
 LH0580.an estimated accuracy of +/- 6 seconds.
 LH0580
 LH0580.The orthometric height was determined by differential leveling and
 LH0580.adjusted by the NATIONAL GEODETIC SURVEY
 LH0580.in June 1991.
 LH0580
 LH0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0580.GEOID18 height accuracy estimate available here.
 LH0580
 LH0580.Click photographs - Photos may exist for this station.
 LH0580
 LH0580.The dynamic height is computed by dividing the NAVD 88
 LH0580.geopotential number by the normal gravity value computed on the
 LH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0580.degrees latitude (g = 980.6199 gals.).
 LH0580
 LH0580.The modeled gravity was interpolated from observed gravity values.
 LH0580
 LH0580;                    North         East    Units  Estimated Accuracy
 LH0580;SPC NE       -   107,400.      577,290.      MT  (+/- 180 meters Scaled)
 LH0580
 LH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929162(NAD 83)
 LH0580
 LH0580                          SUPERSEDED SURVEY CONTROL
 LH0580
 LH0580  NGVD 29 (??/??/92)  665.663  (m)         2183.93   (f) ADJ UNCH    2 0
 LH0580
 LH0580.Superseded values are not recommended for survey control.
 LH0580
 LH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0580.See file dsdata.pdf to determine how the superseded data were derived.
 LH0580
 LH0580_MARKER: DB = BENCH MARK DISK
 LH0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0580_STAMPING: Y 238 1950
 LH0580_MARK LOGO: CGS
 LH0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0580+STABILITY: SURFACE MOTION
 LH0580
 LH0580  HISTORY     - Date     Condition        Report By
 LH0580  HISTORY     - 1950     MONUMENTED       CGS
 LH0580
 LH0580                          STATION DESCRIPTION
 LH0580
 LH0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0580'7.2 MI N FROM KEARNEY.
 LH0580'7.2 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 LH0580'AT KEARNEY, BUFFALO COUNTY, AT THE SOUTHEAST CORNER OF A PASTURE,
 LH0580'67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST
 LH0580'OF THE FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, AND 1.2 FEET
 LH0580'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LH0580'Y 328 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LH0580'0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1349 ***********************************************************************
 MK1349  DESIGNATION -  Y 329
 MK1349  PID         -  MK1349
 MK1349  STATE/COUNTY-  NE/BUTLER
 MK1349  COUNTRY     -  US
 MK1349  USGS QUAD   -  SCHUYLER (2017)
 MK1349
 MK1349                         *CURRENT SURVEY CONTROL
 MK1349  ______________________________________________________________________
 MK1349* NAD 83(1986) POSITION- 41 22 46.22   (N) 097 01 22.12   (W)   HD_HELD1
 MK1349* NAVD 88 ORTHO HEIGHT -   418.827 (meters)     1374.10  (feet) ADJUSTED
 MK1349  ______________________________________________________________________
 MK1349  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 MK1349  DYNAMIC HEIGHT  -        418.640 (meters)     1373.49  (feet) COMP
 MK1349  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 MK1349
 MK1349  VERT ORDER      -  SECOND    CLASS 0
 MK1349
 MK1349.The horizontal coordinates were determined by differentially corrected
 MK1349.hand held GPS observations or other comparable positioning techniques
 MK1349.and have an estimated accuracy of +/- 3 meters.
 MK1349
 MK1349.The orthometric height was determined by differential leveling and
 MK1349.adjusted by the NATIONAL GEODETIC SURVEY
 MK1349.in June 1991.
 MK1349
 MK1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1349.GEOID18 height accuracy estimate available here.
 MK1349
 MK1349.Click photographs - Photos may exist for this station.
 MK1349
 MK1349.The dynamic height is computed by dividing the NAVD 88
 MK1349.geopotential number by the normal gravity value computed on the
 MK1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1349.degrees latitude (g = 980.6199 gals.).
 MK1349
 MK1349.The modeled gravity was interpolated from observed gravity values.
 MK1349
 MK1349;                    North         East    Units  Estimated Accuracy
 MK1349;SPC NE       -   175,950.2     748,910.5     MT  (+/- 3 meters HH1 GPS) 
 MK1349
 MK1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6533182773(NAD 83)
 MK1349
 MK1349                          SUPERSEDED SURVEY CONTROL
 MK1349
 MK1349  NGVD 29 (??/??/92)  418.658  (m)         1373.55   (f) ADJ UNCH    2 0
 MK1349
 MK1349.Superseded values are not recommended for survey control.
 MK1349
 MK1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1349.See file dsdata.pdf to determine how the superseded data were derived.
 MK1349
 MK1349_MARKER: DB = BENCH MARK DISK
 MK1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1349_STAMPING: Y 329 1950
 MK1349_MARK LOGO: CGS
 MK1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1349+STABILITY: SURFACE MOTION
 MK1349
 MK1349  HISTORY     - Date     Condition        Report By
 MK1349  HISTORY     - 1950     MONUMENTED       CGS
 MK1349
 MK1349                          STATION DESCRIPTION
 MK1349
 MK1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1349'6.6 MI SE FROM SCHUYLER.
 MK1349'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1349'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1349'1.0 MILE EAST ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MK1349'GRADED DIRT ROAD, 36 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK1349'SOUTH ROAD, 38 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 MK1349'ROAD, 6 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET WEST OF A FENCE,
 MK1349'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1349'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0919 ***********************************************************************
 MK0919  DESIGNATION -  Y 330
 MK0919  PID         -  MK0919
 MK0919  STATE/COUNTY-  NE/SAUNDERS
 MK0919  COUNTRY     -  US
 MK0919  USGS QUAD   -  MALMO NW (2017)
 MK0919
 MK0919                         *CURRENT SURVEY CONTROL
 MK0919  ______________________________________________________________________
 MK0919* NAD 83(1986) POSITION- 41 24 29.     (N) 096 39 19.     (W)   SCALED
 MK0919* NAVD 88 ORTHO HEIGHT -   403.403 (meters)     1323.50  (feet) ADJUSTED
 MK0919  ______________________________________________________________________
 MK0919  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 MK0919  DYNAMIC HEIGHT  -        403.224 (meters)     1322.91  (feet) COMP
 MK0919  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 MK0919
 MK0919  VERT ORDER      -  SECOND    CLASS 0
 MK0919
 MK0919.The horizontal coordinates were scaled from a map and have
 MK0919.an estimated accuracy of +/- 6 seconds.
 MK0919
 MK0919.The orthometric height was determined by differential leveling and
 MK0919.adjusted by the NATIONAL GEODETIC SURVEY
 MK0919.in June 1991.
 MK0919
 MK0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0919.GEOID18 height accuracy estimate available here.
 MK0919
 MK0919.Click photographs - Photos may exist for this station.
 MK0919
 MK0919.The dynamic height is computed by dividing the NAVD 88
 MK0919.geopotential number by the normal gravity value computed on the
 MK0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0919.degrees latitude (g = 980.6199 gals.).
 MK0919
 MK0919.The modeled gravity was interpolated from observed gravity values.
 MK0919
 MK0919;                    North         East    Units  Estimated Accuracy
 MK0919;SPC NE       -   180,240.      779,500.      MT  (+/- 180 meters Scaled)
 MK0919
 MK0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL959867(NAD 83)
 MK0919
 MK0919                          SUPERSEDED SURVEY CONTROL
 MK0919
 MK0919  NGVD 29 (??/??/92)  403.251  (m)         1323.00   (f) ADJ UNCH    2 0
 MK0919
 MK0919.Superseded values are not recommended for survey control.
 MK0919
 MK0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0919.See file dsdata.pdf to determine how the superseded data were derived.
 MK0919
 MK0919_MARKER: DB = BENCH MARK DISK
 MK0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0919_STAMPING: Y 330 1950
 MK0919_MARK LOGO: CGS
 MK0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0919+STABILITY: SURFACE MOTION
 MK0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0919+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 MK0919
 MK0919  HISTORY     - Date     Condition        Report By
 MK0919  HISTORY     - 1950     MONUMENTED       CGS
 MK0919  HISTORY     - 20060514 GOOD             INDIV
 MK0919
 MK0919                          STATION DESCRIPTION
 MK0919
 MK0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0919'3 MI NW FROM CEDAR BLUFFS.
 MK0919'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT CEDAR
 MK0919'BLUFFS, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0
 MK0919'MILES WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF MRS. C.O.
 MK0919'WILLIAMS, 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 MK0919'FARMHOUSE, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK0919'ROAD, 32 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK0919'9 FEET SOUTHEAST OF AN 18 INCH CEDAR TREE, 4 FEET WEST OF A
 MK0919'POWER POLE, 4.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 MK0919'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MK0919
 MK0919                          STATION RECOVERY (2006)
 MK0919
 MK0919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 MK0919'POWER POLE AND WITNESS POST HAVE BEEN REMOVED AND CONCRETE POST IS NOW
 MK0919'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0882 ***********************************************************************
 MK0882  DESIGNATION -  Y 331
 MK0882  PID         -  MK0882
 MK0882  STATE/COUNTY-  NE/DODGE
 MK0882  COUNTRY     -  US
 MK0882  USGS QUAD   -  FREMONT WEST (2017)
 MK0882
 MK0882                         *CURRENT SURVEY CONTROL
 MK0882  ______________________________________________________________________
 MK0882* NAD 83(1986) POSITION- 41 27 06.4    (N) 096 37 27.5    (W)   HD_HELD2
 MK0882* NAVD 88 ORTHO HEIGHT -   374.730 (meters)     1229.43  (feet) ADJUSTED
 MK0882  ______________________________________________________________________
 MK0882  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 MK0882  DYNAMIC HEIGHT  -        374.566 (meters)     1228.89  (feet) COMP
 MK0882  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 MK0882
 MK0882  VERT ORDER      -  SECOND    CLASS 0
 MK0882
 MK0882.The horizontal coordinates were established by autonomous hand held GPS
 MK0882.observations and have an estimated accuracy of +/- 10 meters.
 MK0882
 MK0882.The orthometric height was determined by differential leveling and
 MK0882.adjusted by the NATIONAL GEODETIC SURVEY
 MK0882.in June 1991.
 MK0882
 MK0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0882.GEOID18 height accuracy estimate available here.
 MK0882
 MK0882.Click photographs - Photos may exist for this station.
 MK0882
 MK0882.The dynamic height is computed by dividing the NAVD 88
 MK0882.geopotential number by the normal gravity value computed on the
 MK0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0882.degrees latitude (g = 980.6199 gals.).
 MK0882
 MK0882.The modeled gravity was interpolated from observed gravity values.
 MK0882
 MK0882;                    North         East    Units  Estimated Accuracy
 MK0882;SPC NE       -   185,192.      781,899.      MT  (+/- 10 meters HH2 GPS)
 MK0882
 MK0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9843691634(NAD 83)
 MK0882
 MK0882                          SUPERSEDED SURVEY CONTROL
 MK0882
 MK0882  NGVD 29 (??/??/92)  374.582  (m)         1228.94   (f) ADJ UNCH    2 0
 MK0882
 MK0882.Superseded values are not recommended for survey control.
 MK0882
 MK0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0882.See file dsdata.pdf to determine how the superseded data were derived.
 MK0882
 MK0882_MARKER: DB = BENCH MARK DISK
 MK0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0882_SP_SET: CULVERT HEADWALL
 MK0882_STAMPING: Y 331 1950
 MK0882_MARK LOGO: CGS
 MK0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0882+STABILITY: SURFACE MOTION
 MK0882
 MK0882  HISTORY     - Date     Condition        Report By
 MK0882  HISTORY     - 1950     MONUMENTED       CGS
 MK0882  HISTORY     - 1967     GOOD             CGS
 MK0882  HISTORY     - 19961023 GOOD             NGS
 MK0882
 MK0882                          STATION DESCRIPTION
 MK0882
 MK0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0882'AT AMES.
 MK0882'AT AMES, 0.1 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0882'FARMERS CO-OP ELEVATOR, 48 FEET SOUTHEAST OF A TELEPHONE POLE,
 MK0882'42 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 9.3 FEET NORTH
 MK0882'OF THE NORTH RAIL OF THE NORTH MAIN LINE TRACK, SET IN THE TOP OF
 MK0882'THE WEST END OF THE NORTH HEADWALL OF CONCRETE CULVERT 46.22.
 MK0882
 MK0882                          STATION RECOVERY (1967)
 MK0882
 MK0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0882'RECOVERED IN GOOD CONDITION.
 MK0882
 MK0882                          STATION RECOVERY (1996)
 MK0882
 MK0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JC)
 MK0882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0175 ***********************************************************************
 ML0175  DESIGNATION -  Y 332
 ML0175  PID         -  ML0175
 ML0175  STATE/COUNTY-  NE/MERRICK
 ML0175  COUNTRY     -  US
 ML0175  USGS QUAD   -  HORD (2017)
 ML0175
 ML0175                         *CURRENT SURVEY CONTROL
 ML0175  ______________________________________________________________________
 ML0175* NAD 83(1986) POSITION- 41 08 57.     (N) 098 03 59.     (W)   SCALED
 ML0175* NAVD 88 ORTHO HEIGHT -   522.974 (meters)     1715.79  (feet) ADJUSTED
 ML0175  ______________________________________________________________________
 ML0175  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 ML0175  DYNAMIC HEIGHT  -        522.718 (meters)     1714.95  (feet) COMP
 ML0175  MODELED GRAVITY -    980,117.7   (mgal)                       NAVD 88
 ML0175
 ML0175  VERT ORDER      -  SECOND    CLASS 0
 ML0175
 ML0175.The horizontal coordinates were scaled from a map and have
 ML0175.an estimated accuracy of +/- 6 seconds.
 ML0175
 ML0175.The orthometric height was determined by differential leveling and
 ML0175.adjusted by the NATIONAL GEODETIC SURVEY
 ML0175.in June 1991.
 ML0175
 ML0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0175.GEOID18 height accuracy estimate available here.
 ML0175
 ML0175.Click photographs - Photos may exist for this station.
 ML0175
 ML0175.The dynamic height is computed by dividing the NAVD 88
 ML0175.geopotential number by the normal gravity value computed on the
 ML0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0175.degrees latitude (g = 980.6199 gals.).
 ML0175
 ML0175.The modeled gravity was interpolated from observed gravity values.
 ML0175
 ML0175;                    North         East    Units  Estimated Accuracy
 ML0175;SPC NE       -   147,910.      662,250.      MT  (+/- 180 meters Scaled)
 ML0175
 ML0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL783557(NAD 83)
 ML0175
 ML0175                          SUPERSEDED SURVEY CONTROL
 ML0175
 ML0175  NGVD 29 (??/??/92)  522.748  (m)         1715.05   (f) ADJ UNCH    2 0
 ML0175
 ML0175.Superseded values are not recommended for survey control.
 ML0175
 ML0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0175.See file dsdata.pdf to determine how the superseded data were derived.
 ML0175
 ML0175_MARKER: DB = BENCH MARK DISK
 ML0175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0175_SP_SET: SCALE BASE
 ML0175_STAMPING: Y 332 1950
 ML0175_MARK LOGO: CGS
 ML0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0175+STABILITY: SURFACE MOTION
 ML0175
 ML0175  HISTORY     - Date     Condition        Report By
 ML0175  HISTORY     - 1950     MONUMENTED       CGS
 ML0175
 ML0175                          STATION DESCRIPTION
 ML0175
 ML0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0175'3.9 MI SE FROM ARCHER.
 ML0175'3.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0175'RAILROAD FROM THE STATION AT ARCHER, AT THE HORD GRAIN ELEVATOR,
 ML0175'0.1 MILE NORTHWEST OF MILEPOST 24, 85 FEET NORTHEAST OF THE
 ML0175'NORTHEAST RAIL, 12.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 ML0175'A SCALE HOUSE, 1.2 FEET EAST OF THE NORTHWEST CORNER OF THE
 ML0175'CONCRETE BASE OF THE SCALE, SET IN THE TOP OF THE CONCRETE SCALE
 ML0175'BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0287 ***********************************************************************
 ML0287  DESIGNATION -  Y 333
 ML0287  PID         -  ML0287
 ML0287  STATE/COUNTY-  NE/HAMILTON
 ML0287  COUNTRY     -  US
 ML0287  USGS QUAD   -  CENTRAL CITY WEST (2017)
 ML0287
 ML0287                         *CURRENT SURVEY CONTROL
 ML0287  ______________________________________________________________________
 ML0287* NAD 83(1986) POSITION- 41 00 10.     (N) 098 01 10.     (W)   SCALED
 ML0287* NAVD 88 ORTHO HEIGHT -   552.610 (meters)     1813.02  (feet) ADJUSTED
 ML0287  ______________________________________________________________________
 ML0287  GEOID HEIGHT    -        -25.431 (meters)                     GEOID18
 ML0287  DYNAMIC HEIGHT  -        552.324 (meters)     1812.08  (feet) COMP
 ML0287  MODELED GRAVITY -    980,088.6   (mgal)                       NAVD 88
 ML0287
 ML0287  VERT ORDER      -  SECOND    CLASS 0
 ML0287
 ML0287.The horizontal coordinates were scaled from a map and have
 ML0287.an estimated accuracy of +/- 6 seconds.
 ML0287
 ML0287.The orthometric height was determined by differential leveling and
 ML0287.adjusted by the NATIONAL GEODETIC SURVEY
 ML0287.in June 1991.
 ML0287
 ML0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0287.GEOID18 height accuracy estimate available here.
 ML0287
 ML0287.Click photographs - Photos may exist for this station.
 ML0287
 ML0287.The dynamic height is computed by dividing the NAVD 88
 ML0287.geopotential number by the normal gravity value computed on the
 ML0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0287.degrees latitude (g = 980.6199 gals.).
 ML0287
 ML0287.The modeled gravity was interpolated from observed gravity values.
 ML0287
 ML0287;                    North         East    Units  Estimated Accuracy
 ML0287;SPC NE       -   131,750.      666,560.      MT  (+/- 180 meters Scaled)
 ML0287
 ML0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL824395(NAD 83)
 ML0287
 ML0287                          SUPERSEDED SURVEY CONTROL
 ML0287
 ML0287  NGVD 29 (??/??/92)  552.378  (m)         1812.26   (f) ADJ UNCH    2 0
 ML0287
 ML0287.Superseded values are not recommended for survey control.
 ML0287
 ML0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0287.See file dsdata.pdf to determine how the superseded data were derived.
 ML0287
 ML0287_MARKER: DB = BENCH MARK DISK
 ML0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0287_STAMPING: Y 333 1950
 ML0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0287+STABILITY: SURFACE MOTION
 ML0287
 ML0287  HISTORY     - Date     Condition        Report By
 ML0287  HISTORY     - 1950     MONUMENTED       CGS
 ML0287
 ML0287                          STATION DESCRIPTION
 ML0287
 ML0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0287'0.4 MI W FROM MARQUETTE.
 ML0287'0.45 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 ML0287'0.1 MILE WEST OF A NORTH AND SOUTH GRAVELED ROAD, 77 FEET SOUTH
 ML0287'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 93 FEET NORTH OF A
 ML0287'14 INCH COTTONWOOD TREE, 50 FEET EAST OF THE EXTENDED CENTER
 ML0287'LINE OF A PRIVATE DRIVEWAY LEADING TO THE FRANK RUSSELL
 ML0287'FARMHOUSE, 43 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A FENCE,
 ML0287'1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0287'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0152 ***********************************************************************
 LH0152  DESIGNATION -  Y 334
 LH0152  PID         -  LH0152
 LH0152  STATE/COUNTY-  NE/HAMILTON
 LH0152  COUNTRY     -  US
 LH0152  USGS QUAD   -  PHILLIPS (2017)
 LH0152
 LH0152                         *CURRENT SURVEY CONTROL
 LH0152  ______________________________________________________________________
 LH0152* NAD 83(1986) POSITION- 40 54 03.     (N) 098 09 00.     (W)   SCALED
 LH0152* NAVD 88 ORTHO HEIGHT -   562.500 (meters)     1845.47  (feet) ADJUSTED
 LH0152  ______________________________________________________________________
 LH0152  GEOID HEIGHT    -        -25.349 (meters)                     GEOID18
 LH0152  DYNAMIC HEIGHT  -        562.206 (meters)     1844.50  (feet) COMP
 LH0152  MODELED GRAVITY -    980,083.8   (mgal)                       NAVD 88
 LH0152
 LH0152  VERT ORDER      -  SECOND    CLASS 0
 LH0152
 LH0152.The horizontal coordinates were scaled from a map and have
 LH0152.an estimated accuracy of +/- 6 seconds.
 LH0152
 LH0152.The orthometric height was determined by differential leveling and
 LH0152.adjusted by the NATIONAL GEODETIC SURVEY
 LH0152.in June 1991.
 LH0152
 LH0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0152.GEOID18 height accuracy estimate available here.
 LH0152
 LH0152.Click photographs - Photos may exist for this station.
 LH0152
 LH0152.The dynamic height is computed by dividing the NAVD 88
 LH0152.geopotential number by the normal gravity value computed on the
 LH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0152.degrees latitude (g = 980.6199 gals.).
 LH0152
 LH0152.The modeled gravity was interpolated from observed gravity values.
 LH0152
 LH0152;                    North         East    Units  Estimated Accuracy
 LH0152;SPC NE       -   120,190.      655,830.      MT  (+/- 180 meters Scaled)
 LH0152
 LH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL715280(NAD 83)
 LH0152
 LH0152                          SUPERSEDED SURVEY CONTROL
 LH0152
 LH0152  NGVD 29 (??/??/92)  562.263  (m)         1844.69   (f) ADJ UNCH    2 0
 LH0152
 LH0152.Superseded values are not recommended for survey control.
 LH0152
 LH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0152.See file dsdata.pdf to determine how the superseded data were derived.
 LH0152
 LH0152_MARKER: DB = BENCH MARK DISK
 LH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0152_STAMPING: Y 334 1950
 LH0152_MARK LOGO: CGS
 LH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0152+STABILITY: SURFACE MOTION
 LH0152
 LH0152  HISTORY     - Date     Condition        Report By
 LH0152  HISTORY     - 1950     MONUMENTED       CGS
 LH0152
 LH0152                          STATION DESCRIPTION
 LH0152
 LH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0152'4.5 MI NE FROM PHILLIPS.
 LH0152'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0152'FROM THE STATION AT PHILLIPS, THENCE 1.1 MILES NORTH ALONG A
 LH0152'GRAVELED ROAD, AT A ROAD INTERSECTION, 1.0 MILE NORTH OF PRAIRIE
 LH0152'CENTER SCHOOL (DISTRICT 86), 47 FEET EAST OF THE CENTER LINE
 LH0152'OF A NORTH AND SOUTH GRAVELED ROAD, 32 FEET SOUTH OF THE CENTER
 LH0152'LINE OF AN EAST AND WEST DIRT ROAD, 14.4 FEET EAST OF A POWER
 LH0152'POLE, 1.7 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A WITNESS POST,
 LH0152'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LH0152'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0933 ***********************************************************************
 LH0933  DESIGNATION -  Y 336 RESET
 LH0933  PID         -  LH0933
 LH0933  STATE/COUNTY-  NE/HAMILTON
 LH0933  COUNTRY     -  US
 LH0933  USGS QUAD   -  DONIPHAN (2017)
 LH0933
 LH0933                         *CURRENT SURVEY CONTROL
 LH0933  ______________________________________________________________________
 LH0933* NAD 83(1986) POSITION- 40 46 14.28   (N) 098 15 48.41   (W)   HD_HELD1
 LH0933* NAVD 88 ORTHO HEIGHT -   574.06  (+/-2cm)     1883.4   (feet) VERTCON
 LH0933  ______________________________________________________________________
 LH0933  GEOID HEIGHT    -        -25.270 (meters)                     GEOID18
 LH0933  VERT ORDER      -  THIRD (See Below)
 LH0933
 LH0933.The horizontal coordinates were determined by differentially corrected
 LH0933.hand held GPS observations or other comparable positioning techniques
 LH0933.and have an estimated accuracy of +/- 3 meters.
 LH0933
 LH0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0933
 LH0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0933.GEOID18 height accuracy estimate available here.
 LH0933
 LH0933.The vertical order pertains to the NGVD 29 superseded value.
 LH0933
 LH0933.Click photographs - Photos may exist for this station.
 LH0933
 LH0933;                    North         East    Units  Estimated Accuracy
 LH0933;SPC NE       -   105,538.5     646,562.6     MT  (+/- 3 meters HH1 GPS) 
 LH0933
 LH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6215913556(NAD 83)
 LH0933
 LH0933                          SUPERSEDED SURVEY CONTROL
 LH0933
 LH0933  NGVD 29 (01/31/13)  573.82   (m)         1882.6    (f) RESET       3  
 LH0933
 LH0933.Superseded values are not recommended for survey control.
 LH0933
 LH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0933.See file dsdata.pdf to determine how the superseded data were derived.
 LH0933
 LH0933_MARKER: DV = VERTICAL CONTROL DISK
 LH0933_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 LH0933_STAMPING: Y 336 RESET 1976
 LH0933_MARK LOGO: NGS
 LH0933_PROJECTION: FLUSH
 LH0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0933+STABILITY: SURFACE MOTION
 LH0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0933+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2020
 LH0933
 LH0933  HISTORY     - Date     Condition        Report By
 LH0933  HISTORY     - 1976     MONUMENTED       NGS
 LH0933  HISTORY     - 20201020 GOOD             NE-079
 LH0933
 LH0933                          STATION DESCRIPTION
 LH0933
 LH0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0933'5.5 MI EAST FROM DONIPHAN.
 LH0933'1.5 MILES EAST ALONG A SURFACED ROAD FROM THE UNION PACIFIC RAILROAD
 LH0933'TRACK IN DONIPHAN, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, AT A
 LH0933'ROAD INTERSECTION, 123 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD
 LH0933'AND 53 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD.  A 4-INCH CAST
 LH0933'ALUMINUM BENCH MARK SET FLUSH WITH THE GROUND SURFACE.
 LH0933'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 LH0933'THE MARK IS ABOVE LEVEL WITH ROAD.
 LH0933
 LH0933                          STATION RECOVERY (2020)
 LH0933
 LH0933'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 LH0933'THE MARK IS 123 FT (37.5 M) EAST OF THE CENTERLINE OF COUNTY ROAD B,
 LH0933'92.5 FT (28.2 M) EAST OF A POWER POLE, 54.3 FT (16.6 M) SOUTH OF THE
 LH0933'CENTERLINE OF COUNTY ROAD 6 AND, 0.6 FT (18 CM) EAST OF A WITNESS
 LH0933'SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0624 ***********************************************************************
 ML0624  DESIGNATION -  Y 337
 ML0624  PID         -  ML0624
 ML0624  STATE/COUNTY-  NE/VALLEY
 ML0624  COUNTRY     -  US
 ML0624  USGS QUAD   -  ELYRIA (2017)
 ML0624
 ML0624                         *CURRENT SURVEY CONTROL
 ML0624  ______________________________________________________________________
 ML0624* NAD 83(1986) POSITION- 41 42 33.     (N) 099 02 41.     (W)   SCALED
 ML0624* NAVD 88 ORTHO HEIGHT -   642.907 (meters)     2109.27  (feet) ADJUSTED
 ML0624  ______________________________________________________________________
 ML0624  GEOID HEIGHT    -        -23.743 (meters)                     GEOID18
 ML0624  DYNAMIC HEIGHT  -        642.596 (meters)     2108.25  (feet) COMP
 ML0624  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 ML0624
 ML0624  VERT ORDER      -  SECOND    CLASS 0
 ML0624
 ML0624.The horizontal coordinates were scaled from a map and have
 ML0624.an estimated accuracy of +/- 6 seconds.
 ML0624
 ML0624.The orthometric height was determined by differential leveling and
 ML0624.adjusted by the NATIONAL GEODETIC SURVEY
 ML0624.in June 1991.
 ML0624
 ML0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0624.GEOID18 height accuracy estimate available here.
 ML0624
 ML0624.Click photographs - Photos may exist for this station.
 ML0624
 ML0624.The dynamic height is computed by dividing the NAVD 88
 ML0624.geopotential number by the normal gravity value computed on the
 ML0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0624.degrees latitude (g = 980.6199 gals.).
 ML0624
 ML0624.The modeled gravity was interpolated from observed gravity values.
 ML0624
 ML0624;                    North         East    Units  Estimated Accuracy
 ML0624;SPC NE       -   208,700.      579,480.      MT  (+/- 180 meters Scaled)
 ML0624
 ML0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM962174(NAD 83)
 ML0624
 ML0624                          SUPERSEDED SURVEY CONTROL
 ML0624
 ML0624  NGVD 29 (??/??/92)  642.649  (m)         2108.42   (f) ADJ UNCH    2 0
 ML0624
 ML0624.Superseded values are not recommended for survey control.
 ML0624
 ML0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0624.See file dsdata.pdf to determine how the superseded data were derived.
 ML0624
 ML0624_MARKER: DB = BENCH MARK DISK
 ML0624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0624_SP_SET: CULVERT HEADWALL
 ML0624_STAMPING: Y 337 1950
 ML0624_MARK LOGO: CGS
 ML0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0624+STABILITY: SURFACE MOTION
 ML0624
 ML0624  HISTORY     - Date     Condition        Report By
 ML0624  HISTORY     - 1950     MONUMENTED       CGS
 ML0624  HISTORY     - 1985     GOOD             NEDR
 ML0624  HISTORY     - 1985     GOOD             NGS
 ML0624
 ML0624                          STATION DESCRIPTION
 ML0624
 ML0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0624'3 MI NW FROM ELYRIA.
 ML0624'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0624'AT ELYRIA, AT A JUNCTION WITH A PRIVATE DRIVE LEADING SOUTHWEST,
 ML0624'60 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 ML0624'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 ML0624'PRIVATE DRIVE, 8.0 FEET SOUTHWEST OF A RIGTH-OF-WAY FENCE,
 ML0624'AND SET IN THE TOP OF THE NORTHWEST HEADWALL OF A 13 FT X 15 FT
 ML0624'CONCRETE CULVERT UNDER THE PRIVATE DRIVE.
 ML0624
 ML0624                          STATION RECOVERY (1985)
 ML0624
 ML0624'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0624'RECOVERED IN GOOD CONDITION.
 ML0624
 ML0624                          STATION RECOVERY (1985)
 ML0624
 ML0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0440 ***********************************************************************
 NP0440  DESIGNATION -  Y 340
 NP0440  PID         -  NP0440
 NP0440  STATE/COUNTY-  NE/SIOUX
 NP0440  COUNTRY     -  US
 NP0440  USGS QUAD   -  GLEN (2017)
 NP0440
 NP0440                         *CURRENT SURVEY CONTROL
 NP0440  ______________________________________________________________________
 NP0440* NAD 83(1986) POSITION- 42 36 35.     (N) 103 36 54.     (W)   SCALED
 NP0440* NAVD 88 ORTHO HEIGHT -  1259.334 (meters)     4131.67  (feet) ADJUSTED
 NP0440  ______________________________________________________________________
 NP0440  GEOID HEIGHT    -        -17.084 (meters)                     GEOID18
 NP0440  DYNAMIC HEIGHT  -       1258.614 (meters)     4129.30  (feet) COMP
 NP0440  MODELED GRAVITY -    980,006.1   (mgal)                       NAVD 88
 NP0440
 NP0440  VERT ORDER      -  FIRST     CLASS II
 NP0440
 NP0440.The horizontal coordinates were scaled from a map and have
 NP0440.an estimated accuracy of +/- 6 seconds.
 NP0440
 NP0440.The orthometric height was determined by differential leveling and
 NP0440.adjusted by the NATIONAL GEODETIC SURVEY
 NP0440.in June 1991.
 NP0440
 NP0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0440.GEOID18 height accuracy estimate available here.
 NP0440
 NP0440.Click photographs - Photos may exist for this station.
 NP0440
 NP0440.The dynamic height is computed by dividing the NAVD 88
 NP0440.geopotential number by the normal gravity value computed on the
 NP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0440.degrees latitude (g = 980.6199 gals.).
 NP0440
 NP0440.The modeled gravity was interpolated from observed gravity values.
 NP0440
 NP0440;                    North         East    Units  Estimated Accuracy
 NP0440;SPC NE       -   314,470.      203,500.      MT  (+/- 180 meters Scaled)
 NP0440
 NP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH136184(NAD 83)
 NP0440
 NP0440                          SUPERSEDED SURVEY CONTROL
 NP0440
 NP0440  NGVD 29 (??/??/92) 1258.692  (m)         4129.56   (f) ADJ UNCH    1 2
 NP0440
 NP0440.Superseded values are not recommended for survey control.
 NP0440
 NP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0440.See file dsdata.pdf to determine how the superseded data were derived.
 NP0440
 NP0440_MARKER: DB = BENCH MARK DISK
 NP0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0440_STAMPING: Y 340 1954
 NP0440_MARK LOGO: CGS
 NP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0440+STABILITY: SURFACE MOTION
 NP0440
 NP0440  HISTORY     - Date     Condition        Report By
 NP0440  HISTORY     - 1954     MONUMENTED       CGS
 NP0440
 NP0440                          STATION DESCRIPTION
 NP0440
 NP0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0440'12.4 MI SW FROM CRAWFORD.
 NP0440'12.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0440'FROM THE STATION AT CRAWFORD, 5 1/2 POLES EAST OF MILEPOST 445,
 NP0440'49 FEET SOUTH OF THE SOUTH RAIL, 50 FEET NORTH OF THE CENTER
 NP0440'LINE OF A ROAD, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 NP0440'WITNESS POST, 1.1 MILES EAST OF BENCH MARK X 340, SET IN THE
 NP0440'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0350 ***********************************************************************
 NP0350  DESIGNATION -  Y 342
 NP0350  PID         -  NP0350
 NP0350  STATE/COUNTY-  NE/BOX BUTTE
 NP0350  COUNTRY     -  US
 NP0350  USGS QUAD   -  NONPAREIL (2017)
 NP0350
 NP0350                         *CURRENT SURVEY CONTROL
 NP0350  ______________________________________________________________________
 NP0350* NAD 83(1986) POSITION- 42 21 48.     (N) 103 09 51.     (W)   SCALED
 NP0350* NAVD 88 ORTHO HEIGHT -  1326.796 (meters)     4353.00  (feet) ADJUSTED
 NP0350  ______________________________________________________________________
 NP0350  GEOID HEIGHT    -        -18.196 (meters)                     GEOID18
 NP0350  DYNAMIC HEIGHT  -       1326.007 (meters)     4350.41  (feet) COMP
 NP0350  MODELED GRAVITY -    979,980.0   (mgal)                       NAVD 88
 NP0350
 NP0350  VERT ORDER      -  FIRST     CLASS II
 NP0350
 NP0350.The horizontal coordinates were scaled from a map and have
 NP0350.an estimated accuracy of +/- 6 seconds.
 NP0350
 NP0350.The orthometric height was determined by differential leveling and
 NP0350.adjusted by the NATIONAL GEODETIC SURVEY
 NP0350.in June 1991.
 NP0350
 NP0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0350.GEOID18 height accuracy estimate available here.
 NP0350
 NP0350.Click photographs - Photos may exist for this station.
 NP0350
 NP0350.The dynamic height is computed by dividing the NAVD 88
 NP0350.geopotential number by the normal gravity value computed on the
 NP0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0350.degrees latitude (g = 980.6199 gals.).
 NP0350
 NP0350.The modeled gravity was interpolated from observed gravity values.
 NP0350
 NP0350;                    North         East    Units  Estimated Accuracy
 NP0350;SPC NE       -   285,670.      239,460.      MT  (+/- 180 meters Scaled)
 NP0350
 NP0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG511917(NAD 83)
 NP0350
 NP0350                          SUPERSEDED SURVEY CONTROL
 NP0350
 NP0350  NGVD 29 (??/??/92) 1326.132  (m)         4350.82   (f) ADJ UNCH    1 2
 NP0350
 NP0350.Superseded values are not recommended for survey control.
 NP0350
 NP0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0350.See file dsdata.pdf to determine how the superseded data were derived.
 NP0350
 NP0350_MARKER: DB = BENCH MARK DISK
 NP0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0350_STAMPING: Y 342 1956
 NP0350_MARK LOGO: CGS
 NP0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0350
 NP0350  HISTORY     - Date     Condition        Report By
 NP0350  HISTORY     - 1956     MONUMENTED       CGS
 NP0350  HISTORY     - 1985     GOOD             NGS
 NP0350  HISTORY     - 19940802 GOOD             NEDR
 NP0350
 NP0350                          STATION DESCRIPTION
 NP0350
 NP0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0350'5.4 MI NW FROM HEMINGFORD.
 NP0350'5.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0350'RAILROAD FROM THE STATION AT HEMINGFORD, 6 POLES NORTHWEST
 NP0350'OF MILEPOST 390, 12 POLES SOUTHEAST OF A ROAD CROSSING, 43 FEET
 NP0350'NORTHEAST OF THE NORTHEAST RAIL, 5 FEET NORTH OF A TELEPHONE
 NP0350'POLE, 4 FEET SOUTHWEST OF A FENCE, 5.5 FEET NORTH OF A WITNESS
 NP0350'POST, CLAMPTED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 NP0350'ROD WHICH IS DRIVEN 15 FEET IN THE GROUND, INCASED IN A 6 INCH
 NP0350'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 NP0350'NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 28 NORTH, RANGE 50 WEST.
 NP0350
 NP0350                          STATION RECOVERY (1985)
 NP0350
 NP0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0350'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--8.85 KM (5.5 MI) NORTHWEST
 NP0350'ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH STATE
 NP0350'HIGHWAY 2 AND 87 AT HEMINGFORD.
 NP0350'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0350
 NP0350                          STATION RECOVERY (1994)
 NP0350
 NP0350'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (GN)
 NP0350'RECOVERED AS DESCRIBED BUT THE MARK WAS RELOCATED DUE TO CONSTRUCTION.
 NP0350'SEE Y 342 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AA7429 ***********************************************************************
 AA7429  DESIGNATION -  Y 342 RESET
 AA7429  PID         -  AA7429
 AA7429  STATE/COUNTY-  NE/BOX BUTTE
 AA7429  COUNTRY     -  US
 AA7429  USGS QUAD   -  NONPAREIL (2017)
 AA7429
 AA7429                         *CURRENT SURVEY CONTROL
 AA7429  ______________________________________________________________________
 AA7429* NAD 83(1986) POSITION- 42 21 48.     (N) 103 09 51.     (W)   SCALED
 AA7429* NAVD 88 ORTHO HEIGHT -  1328.17  (+/-2cm)     4357.5   (feet) VERTCON
 AA7429  ______________________________________________________________________
 AA7429  GEOID HEIGHT    -        -18.196 (meters)                     GEOID18
 AA7429  VERT ORDER      -  THIRD (See Below)
 AA7429
 AA7429.The horizontal coordinates were scaled from a map and have
 AA7429.an estimated accuracy of +/- 6 seconds.
 AA7429
 AA7429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7429
 AA7429.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7429.GEOID18 height accuracy estimate available here.
 AA7429
 AA7429.The vertical order pertains to the NGVD 29 superseded value.
 AA7429
 AA7429.Click photographs - Photos may exist for this station.
 AA7429
 AA7429;                    North         East    Units  Estimated Accuracy
 AA7429;SPC NE       -   285,670.      239,460.      MT  (+/- 180 meters Scaled)
 AA7429
 AA7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG511917(NAD 83)
 AA7429
 AA7429                          SUPERSEDED SURVEY CONTROL
 AA7429
 AA7429  NGVD 29 (01/31/13) 1327.51   (m)         4355.3    (f) RESET       3  
 AA7429
 AA7429.Superseded values are not recommended for survey control.
 AA7429
 AA7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7429.See file dsdata.pdf to determine how the superseded data were derived.
 AA7429
 AA7429_MARKER: DV = VERTICAL CONTROL DISK
 AA7429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7429_STAMPING: Y 342 RESET 1994
 AA7429_MARK LOGO: NGS
 AA7429_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA7429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7429+STABILITY: SURFACE MOTION
 AA7429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7429+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7429
 AA7429  HISTORY     - Date     Condition        Report By
 AA7429  HISTORY     - 1994     MONUMENTED       NEDR
 AA7429
 AA7429                          STATION DESCRIPTION
 AA7429
 AA7429'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (GN)
 AA7429'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 2 AND BOX
 AA7429'BUTTE STREET, IN HEMINGFORD, GO WEST ON HIGHWAY 2 FOR 5.O MI TO A
 AA7429'COUNTY ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 3.15 MI
 AA7429'(5.07 KM) TO A RAILROAD CROSSING.  TURN RIGHT AND GO SOUTHEAST ALONG
 AA7429'THE RAILROAD FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT, IN THE
 AA7429'NW1/4, SEC33, T28N, R50W. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7429'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 13.57 M (44.52 FT) SOUTH OF
 AA7429'THE SOUTH RAIL OF THE TRACKS, 7.915 M (25.968 FT) EAST5-NORTHEAST OF A
 AA7429'NAIL IN THE TOP OF A FENCE POST, 2.264 M (7.428 FT) WEST-NORTHWEST OF
 AA7429'A NAIL IN THE TOP OF A FENCE POST AND 0.4 M (1.3 FT) SOUTHEAST OF A
 AA7429'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0292 ***********************************************************************
 NP0292  DESIGNATION -  Y 343
 NP0292  PID         -  NP0292
 NP0292  STATE/COUNTY-  NE/DAWES
 NP0292  COUNTRY     -  US
 NP0292  USGS QUAD   -  BELMONT (2017)
 NP0292
 NP0292                         *CURRENT SURVEY CONTROL
 NP0292  ______________________________________________________________________
 NP0292* NAD 83(1986) POSITION- 42 33 23.     (N) 103 21 20.     (W)   SCALED
 NP0292* NAVD 88 ORTHO HEIGHT -  1369.978 (meters)     4494.67  (feet) ADJUSTED
 NP0292  ______________________________________________________________________
 NP0292  GEOID HEIGHT    -        -17.777 (meters)                     GEOID18
 NP0292  DYNAMIC HEIGHT  -       1369.165 (meters)     4492.00  (feet) COMP
 NP0292  MODELED GRAVITY -    979,979.5   (mgal)                       NAVD 88
 NP0292
 NP0292  VERT ORDER      -  FIRST     CLASS II
 NP0292
 NP0292.The horizontal coordinates were scaled from a map and have
 NP0292.an estimated accuracy of +/- 6 seconds.
 NP0292
 NP0292.The orthometric height was determined by differential leveling and
 NP0292.adjusted by the NATIONAL GEODETIC SURVEY
 NP0292.in June 1991.
 NP0292
 NP0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0292.GEOID18 height accuracy estimate available here.
 NP0292
 NP0292.Click photographs - Photos may exist for this station.
 NP0292
 NP0292.The dynamic height is computed by dividing the NAVD 88
 NP0292.geopotential number by the normal gravity value computed on the
 NP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0292.degrees latitude (g = 980.6199 gals.).
 NP0292
 NP0292.The modeled gravity was interpolated from observed gravity values.
 NP0292
 NP0292;                    North         East    Units  Estimated Accuracy
 NP0292;SPC NE       -   307,690.      224,540.      MT  (+/- 180 meters Scaled)
 NP0292
 NP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349128(NAD 83)
 NP0292
 NP0292                          SUPERSEDED SURVEY CONTROL
 NP0292
 NP0292  NGVD 29 (??/??/92) 1369.292  (m)         4492.42   (f) ADJ UNCH    1 2
 NP0292
 NP0292.Superseded values are not recommended for survey control.
 NP0292
 NP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0292.See file dsdata.pdf to determine how the superseded data were derived.
 NP0292
 NP0292_MARKER: DB = BENCH MARK DISK
 NP0292_SETTING: 39 = SET IN A TUNNEL
 NP0292_SP_SET: TUNNEL
 NP0292_STAMPING: Y 343 1956
 NP0292_MARK LOGO: CGS
 NP0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0292+STABILITY: POSITION/ELEVATION WELL
 NP0292
 NP0292  HISTORY     - Date     Condition        Report By
 NP0292  HISTORY     - 1956     MONUMENTED       CGS
 NP0292  HISTORY     - 1985     GOOD             NGS
 NP0292
 NP0292                          STATION DESCRIPTION
 NP0292
 NP0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0292'10.3 MI N FROM MARSLAND.
 NP0292'10.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0292'RAILROAD FROM THE STATION SIGN AT MARSLAND, AT THE SOUTH END
 NP0292'OF A TUNNEL, 4.7 FEET EAST OF THE EAST RAIL, 6.2 FEET NORTH OF
 NP0292'THE SOUTH END OF THE TUNNEL, 1.1 FEET WEST OF THE EAST WALL OF
 NP0292'THE TUNNEL, SET IN THE TOP OF THE CONCRETE BASE OF THE WALL OF
 NP0292'THE TUNNEL, IN THE SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 30
 NP0292'NORTH, RANGE 51 WEST.
 NP0292
 NP0292                          STATION RECOVERY (1985)
 NP0292
 NP0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0292'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0292'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0292'OFFICE AT MARSLAND TO THE CROSSING OF THE BURLINGTON NORTHERN
 NP0292'RAILROAD, THENCE 16.49 KM (10.25 MI) NORTHWEST ALONG THE BURLINGTON
 NP0292'NORTHERN RAILROAD, 2.44 METERS (8 FT) EAST OF THE CENTER OF A DIRT
 NP0292'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0170 ***********************************************************************
 MN0170  DESIGNATION -  Y 344
 MN0170  PID         -  MN0170
 MN0170  STATE/COUNTY-  NE/MORRILL
 MN0170  COUNTRY     -  US
 MN0170  USGS QUAD   -  ANGORA NE (2017)
 MN0170
 MN0170                         *CURRENT SURVEY CONTROL
 MN0170  ______________________________________________________________________
 MN0170* NAD 83(1986) POSITION- 41 56 44.     (N) 103 00 47.     (W)   SCALED
 MN0170* NAVD 88 ORTHO HEIGHT -  1269.414 (meters)     4164.74  (feet) ADJUSTED
 MN0170  ______________________________________________________________________
 MN0170  GEOID HEIGHT    -        -18.925 (meters)                     GEOID18
 MN0170  DYNAMIC HEIGHT  -       1268.633 (meters)     4162.17  (feet) COMP
 MN0170  MODELED GRAVITY -    979,963.2   (mgal)                       NAVD 88
 MN0170
 MN0170  VERT ORDER      -  FIRST     CLASS II
 MN0170
 MN0170.The horizontal coordinates were scaled from a map and have
 MN0170.an estimated accuracy of +/- 6 seconds.
 MN0170
 MN0170.The orthometric height was determined by differential leveling and
 MN0170.adjusted by the NATIONAL GEODETIC SURVEY
 MN0170.in June 1991.
 MN0170
 MN0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0170.GEOID18 height accuracy estimate available here.
 MN0170
 MN0170.Click photographs - Photos may exist for this station.
 MN0170
 MN0170.The dynamic height is computed by dividing the NAVD 88
 MN0170.geopotential number by the normal gravity value computed on the
 MN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0170.degrees latitude (g = 980.6199 gals.).
 MN0170
 MN0170.The modeled gravity was interpolated from observed gravity values.
 MN0170
 MN0170;                    North         East    Units  Estimated Accuracy
 MN0170;SPC NE       -   238,860.      250,280.      MT  (+/- 180 meters Scaled)
 MN0170
 MN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG646456(NAD 83)
 MN0170
 MN0170                          SUPERSEDED SURVEY CONTROL
 MN0170
 MN0170  NGVD 29 (??/??/92) 1268.791  (m)         4162.69   (f) ADJ UNCH    1 2
 MN0170
 MN0170.Superseded values are not recommended for survey control.
 MN0170
 MN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0170.See file dsdata.pdf to determine how the superseded data were derived.
 MN0170
 MN0170_MARKER: DB = BENCH MARK DISK
 MN0170_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MN0170_STAMPING: Y 344 1956
 MN0170_MARK LOGO: CGS
 MN0170_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0170_ROD/PIPE-DEPTH: 15.2 meters
 MN0170
 MN0170  HISTORY     - Date     Condition        Report By
 MN0170  HISTORY     - 1956     MONUMENTED       CGS
 MN0170  HISTORY     - 1985     GOOD             NGS
 MN0170
 MN0170                          STATION DESCRIPTION
 MN0170
 MN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0170'8.8 MI NE FROM ANGORA.
 MN0170'8.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0170'RAILROAD FROM THE STATION AT ANGORA, 53.4 FEET NORTHWEST OF THE
 MN0170'NORTHWEST RAIL, 12.8 FEET NORTH OF THE 2ND POLE SOUTHWEST OF
 MN0170'MILEPOST 13, 2 FEET NORTHEAST OF A WITNESS POST, 6.5 FEET BELOW
 MN0170'THE TOP OF THE RAILS, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 MN0170'COATED STEEL ROD WHICH IS DRIVEN 50 FEET IN THE GROUND, INCASED
 MN0170'IN A 6 INCH TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN
 MN0170'THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0170
 MN0170                          STATION RECOVERY (1985)
 MN0170
 MN0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0170'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0170'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0170'14.00 KM (8.7 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0170'16.2 METERS (53.4 FT) NORTHWEST OF THE NORTHWEST RAIL, 69.5 METERS
 MN0170'(228 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385, 3.9 METERS
 MN0170'(12.8 FT) NORTH OF THE SECOND POLE SOUTHWEST OF MILEPOLE 13 AND 0.6
 MN0170'METER (2 FT) NORTHEAST OF A WOODEN WITNESS POST.
 MN0170'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0170'THE MARK IS 2.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1709 ***********************************************************************
 MK1709  DESIGNATION -  Y 345
 MK1709  PID         -  MK1709
 MK1709  STATE/COUNTY-  NE/PLATTE
 MK1709  COUNTRY     -  US
 MK1709  USGS QUAD   -  TARNOV (2017)
 MK1709
 MK1709                         *CURRENT SURVEY CONTROL
 MK1709  ______________________________________________________________________
 MK1709* NAD 83(1986) POSITION- 41 35 54.     (N) 097 35 59.     (W)   SCALED
 MK1709* NAVD 88 ORTHO HEIGHT -   482.368 (meters)     1582.57  (feet) ADJUSTED
 MK1709  ______________________________________________________________________
 MK1709  GEOID HEIGHT    -        -24.909 (meters)                     GEOID18
 MK1709  DYNAMIC HEIGHT  -        482.156 (meters)     1581.87  (feet) COMP
 MK1709  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 MK1709
 MK1709  VERT ORDER      -  SECOND    CLASS 0
 MK1709
 MK1709.The horizontal coordinates were scaled from a map and have
 MK1709.an estimated accuracy of +/- 6 seconds.
 MK1709
 MK1709.The orthometric height was determined by differential leveling and
 MK1709.adjusted by the NATIONAL GEODETIC SURVEY
 MK1709.in June 1991.
 MK1709
 MK1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1709.GEOID18 height accuracy estimate available here.
 MK1709
 MK1709.Click photographs - Photos may exist for this station.
 MK1709
 MK1709.The dynamic height is computed by dividing the NAVD 88
 MK1709.geopotential number by the normal gravity value computed on the
 MK1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1709.degrees latitude (g = 980.6199 gals.).
 MK1709
 MK1709.The modeled gravity was interpolated from observed gravity values.
 MK1709
 MK1709;                    North         East    Units  Estimated Accuracy
 MK1709;SPC NE       -   198,740.      700,020.      MT  (+/- 180 meters Scaled)
 MK1709
 MK1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM166061(NAD 83)
 MK1709
 MK1709                          SUPERSEDED SURVEY CONTROL
 MK1709
 MK1709  NGVD 29 (??/??/92)  482.173  (m)         1581.93   (f) ADJ UNCH    2 0
 MK1709
 MK1709.Superseded values are not recommended for survey control.
 MK1709
 MK1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1709.See file dsdata.pdf to determine how the superseded data were derived.
 MK1709
 MK1709_MARKER: DB = BENCH MARK DISK
 MK1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1709_STAMPING: Y 345 1957
 MK1709_MARK LOGO: CGS
 MK1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1709+STABILITY: SURFACE MOTION
 MK1709
 MK1709  HISTORY     - Date     Condition        Report By
 MK1709  HISTORY     - 1957     MONUMENTED       CGS
 MK1709  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1709
 MK1709                          STATION DESCRIPTION
 MK1709
 MK1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1709'9.5 MI NW FROM PLATTE CENTER.
 MK1709'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1709'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1709'THENCE 2.7 MILES NORTHWEST ALONG A ROAD, THENCE 2.0 MILES NORTH,
 MK1709'THENCE 1.0 MILE WEST, IN SECTION 24, T. 19 N., R. 3 W., 0.05
 MK1709'MILE EAST OF A BRIDGE, 0.05 MILE SOUTH OF A FARM HOUSE, 32
 MK1709'FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A POWER
 MK1709'POLE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 MK1709'POST WHICH PROJECTS 5 INCHES.
 MK1709
 MK1709                          STATION RECOVERY (1965)
 MK1709
 MK1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0153 ***********************************************************************
 NO0153  DESIGNATION -  Y 346
 NO0153  PID         -  NO0153
 NO0153  STATE/COUNTY-  NE/CHERRY
 NO0153  COUNTRY     -  US
 NO0153  USGS QUAD   -  KILGORE (2017)
 NO0153
 NO0153                         *CURRENT SURVEY CONTROL
 NO0153  ______________________________________________________________________
 NO0153* NAD 83(1986) POSITION- 42 55 05.     (N) 100 53 09.     (W)   SCALED
 NO0153* NAVD 88 ORTHO HEIGHT -   876.871 (meters)     2876.87  (feet) ADJUSTED
 NO0153  ______________________________________________________________________
 NO0153  GEOID HEIGHT    -        -21.126 (meters)                     GEOID18
 NO0153  DYNAMIC HEIGHT  -        876.515 (meters)     2875.70  (feet) COMP
 NO0153  MODELED GRAVITY -    980,184.5   (mgal)                       NAVD 88
 NO0153
 NO0153  VERT ORDER      -  FIRST     CLASS II
 NO0153
 NO0153.The horizontal coordinates were scaled from a map and have
 NO0153.an estimated accuracy of +/- 6 seconds.
 NO0153
 NO0153.The orthometric height was determined by differential leveling and
 NO0153.adjusted by the NATIONAL GEODETIC SURVEY
 NO0153.in June 1991.
 NO0153
 NO0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0153.GEOID18 height accuracy estimate available here.
 NO0153
 NO0153.Click photographs - Photos may exist for this station.
 NO0153
 NO0153.The dynamic height is computed by dividing the NAVD 88
 NO0153.geopotential number by the normal gravity value computed on the
 NO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0153.degrees latitude (g = 980.6199 gals.).
 NO0153
 NO0153.The modeled gravity was interpolated from observed gravity values.
 NO0153
 NO0153;                    North         East    Units  Estimated Accuracy
 NO0153;SPC NE       -   342,890.      427,680.      MT  (+/- 180 meters Scaled)
 NO0153
 NO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN460534(NAD 83)
 NO0153
 NO0153                          SUPERSEDED SURVEY CONTROL
 NO0153
 NO0153  NGVD 29 (??/??/92)  876.547  (m)         2875.80   (f) ADJ UNCH    1 2
 NO0153
 NO0153.Superseded values are not recommended for survey control.
 NO0153
 NO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0153.See file dsdata.pdf to determine how the superseded data were derived.
 NO0153
 NO0153_MARKER: DB = BENCH MARK DISK
 NO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0153_STAMPING: Y 346 1957
 NO0153_MARK LOGO: CGS
 NO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0153+STABILITY: SURFACE MOTION
 NO0153
 NO0153  HISTORY     - Date     Condition        Report By
 NO0153  HISTORY     - 1957     MONUMENTED       CGS
 NO0153  HISTORY     - 1983     MARK NOT FOUND   USGS
 NO0153
 NO0153                          STATION DESCRIPTION
 NO0153
 NO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0153'3.8 MI E FROM KILGORE.
 NO0153'ABOUT 3.75 MILES EAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 NO0153'FROM THE STATION AT KILGORE, IN SECTION 17, T. 34 N., R. 30 W.,
 NO0153'ABOUT 0.1 MILE NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM A RANCH
 NO0153'HOUSE, 75 FEET WEST OF MILEPOST 288, 52 FEET SOUTH OF THE SOUTH
 NO0153'RAIL, 78 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST
 NO0153'OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 NO0153'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NO0153
 NO0153                          STATION RECOVERY (1983)
 NO0153
 NO0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NO0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0262 ***********************************************************************
 NP0262  DESIGNATION -  Y 347
 NP0262  PID         -  NP0262
 NP0262  STATE/COUNTY-  NE/DAWES
 NP0262  COUNTRY     -  US
 NP0262  USGS QUAD   -  WHITNEY (2017)
 NP0262
 NP0262                         *CURRENT SURVEY CONTROL
 NP0262  ______________________________________________________________________
 NP0262* NAD 83(1986) POSITION- 42 45 05.54   (N) 103 18 03.56   (W)   HD_HELD1
 NP0262* NAVD 88 ORTHO HEIGHT -  1066.499 (meters)     3499.01  (feet) ADJUSTED
 NP0262  ______________________________________________________________________
 NP0262  GEOID HEIGHT    -        -17.728 (meters)                     GEOID18
 NP0262  DYNAMIC HEIGHT  -       1065.946 (meters)     3497.19  (feet) COMP
 NP0262  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 NP0262
 NP0262  VERT ORDER      -  FIRST     CLASS II
 NP0262
 NP0262.The horizontal coordinates were determined by differentially corrected
 NP0262.hand held GPS observations or other comparable positioning techniques
 NP0262.and have an estimated accuracy of +/- 3 meters.
 NP0262
 NP0262.The orthometric height was determined by differential leveling and
 NP0262.adjusted by the NATIONAL GEODETIC SURVEY
 NP0262.in June 1991.
 NP0262
 NP0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0262.GEOID18 height accuracy estimate available here.
 NP0262
 NP0262.Click photographs - Photos may exist for this station.
 NP0262
 NP0262.The dynamic height is computed by dividing the NAVD 88
 NP0262.geopotential number by the normal gravity value computed on the
 NP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0262.degrees latitude (g = 980.6199 gals.).
 NP0262
 NP0262.The modeled gravity was interpolated from observed gravity values.
 NP0262
 NP0262;                    North         East    Units  Estimated Accuracy
 NP0262;SPC NE       -   329,179.0     229,846.0     MT  (+/- 3 meters HH1 GPS) 
 NP0262
 NP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3904134623(NAD 83)
 NP0262
 NP0262                          SUPERSEDED SURVEY CONTROL
 NP0262
 NP0262  NGVD 29 (??/??/92) 1065.925  (m)         3497.12   (f) ADJ UNCH    1 2
 NP0262
 NP0262.Superseded values are not recommended for survey control.
 NP0262
 NP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0262.See file dsdata.pdf to determine how the superseded data were derived.
 NP0262
 NP0262_MARKER: DB = BENCH MARK DISK
 NP0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0262_STAMPING: Y 347 1957
 NP0262_MARK LOGO: CGS
 NP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0262+STABILITY: SURFACE MOTION
 NP0262
 NP0262  HISTORY     - Date     Condition        Report By
 NP0262  HISTORY     - 1957     MONUMENTED       CGS
 NP0262
 NP0262                          STATION DESCRIPTION
 NP0262
 NP0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0262'3.1 MI SW FROM WHITNEY.
 NP0262'ABOUT 3.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0262'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 15, T. 32 N.,
 NP0262'R. 51 W., 6 FEET NORTHEAST OF THE THIRD POLE NORTHEAST OF
 NP0262'MILEPOST 425, 34 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 48 FEET
 NP0262'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET NORTHEAST
 NP0262'OF A WHITE WOODEN WITNESS POST ABOUT 4 FEET ABOVE THE RAIL AND
 NP0262'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0244 ***********************************************************************
 NP0244  DESIGNATION -  Y 348
 NP0244  PID         -  NP0244
 NP0244  STATE/COUNTY-  NE/DAWES
 NP0244  COUNTRY     -  US
 NP0244  USGS QUAD   -  CHADRON WEST (2017)
 NP0244
 NP0244                         *CURRENT SURVEY CONTROL
 NP0244  ______________________________________________________________________
 NP0244* NAD 83(1986) POSITION- 42 50 18.     (N) 103 07 23.     (W)   SCALED
 NP0244* NAVD 88 ORTHO HEIGHT -  1006.961 (meters)     3303.67  (feet) ADJUSTED
 NP0244  ______________________________________________________________________
 NP0244  GEOID HEIGHT    -        -17.918 (meters)                     GEOID18
 NP0244  DYNAMIC HEIGHT  -       1006.461 (meters)     3302.03  (feet) COMP
 NP0244  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 NP0244
 NP0244  VERT ORDER      -  FIRST     CLASS II
 NP0244
 NP0244.The horizontal coordinates were scaled from a map and have
 NP0244.an estimated accuracy of +/- 6 seconds.
 NP0244
 NP0244.The orthometric height was determined by differential leveling and
 NP0244.adjusted by the NATIONAL GEODETIC SURVEY
 NP0244.in June 1991.
 NP0244
 NP0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0244.GEOID18 height accuracy estimate available here.
 NP0244
 NP0244.Click photographs - Photos may exist for this station.
 NP0244
 NP0244.The dynamic height is computed by dividing the NAVD 88
 NP0244.geopotential number by the normal gravity value computed on the
 NP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0244.degrees latitude (g = 980.6199 gals.).
 NP0244
 NP0244.The modeled gravity was interpolated from observed gravity values.
 NP0244
 NP0244;                    North         East    Units  Estimated Accuracy
 NP0244;SPC NE       -   338,270.      244,750.      MT  (+/- 180 meters Scaled)
 NP0244
 NP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH533445(NAD 83)
 NP0244
 NP0244                          SUPERSEDED SURVEY CONTROL
 NP0244
 NP0244  NGVD 29 (??/??/92) 1006.411  (m)         3301.87   (f) ADJ UNCH    1 2
 NP0244
 NP0244.Superseded values are not recommended for survey control.
 NP0244
 NP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0244.See file dsdata.pdf to determine how the superseded data were derived.
 NP0244
 NP0244_MARKER: DB = BENCH MARK DISK
 NP0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0244_STAMPING: Y 348 1957
 NP0244_MARK LOGO: CGS
 NP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0244+STABILITY: SURFACE MOTION
 NP0244
 NP0244  HISTORY     - Date     Condition        Report By
 NP0244  HISTORY     - 1957     MONUMENTED       CGS
 NP0244
 NP0244                          STATION DESCRIPTION
 NP0244
 NP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0244'7.4 MI W FROM CHADRON.
 NP0244'ABOUT 7.45 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0244'FROM THE STATION AT CHADRON, 12 POLES NORTHEAST OF MILEPOST
 NP0244'414, 7 RAILS NORTHEAST OF THE NORTHEAST END OF A BRIDGE, 68
 NP0244'FEET NORTHWEST OF THE NORTHWEST RAIL, AT THE SOUTHWEST END OF A
 NP0244'SNOW FENCE, 23 FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST
 NP0244'OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE RAIL AND IN
 NP0244'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0279 ***********************************************************************
 NP0279  DESIGNATION -  Y 349
 NP0279  PID         -  NP0279
 NP0279  STATE/COUNTY-  NE/DAWES
 NP0279  COUNTRY     -  US
 NP0279  USGS QUAD   -  HORN (2017)
 NP0279
 NP0279                         *CURRENT SURVEY CONTROL
 NP0279  ______________________________________________________________________
 NP0279* NAD 83(1986) POSITION- 42 47 34.     (N) 103 27 49.     (W)   SCALED
 NP0279* NAVD 88 ORTHO HEIGHT -  1118.801 (meters)     3670.60  (feet) ADJUSTED
 NP0279  ______________________________________________________________________
 NP0279  GEOID HEIGHT    -        -17.188 (meters)                     GEOID18
 NP0279  DYNAMIC HEIGHT  -       1118.228 (meters)     3668.72  (feet) COMP
 NP0279  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 NP0279
 NP0279  VERT ORDER      -  FIRST     CLASS II
 NP0279
 NP0279.The horizontal coordinates were scaled from a map and have
 NP0279.an estimated accuracy of +/- 6 seconds.
 NP0279
 NP0279.The orthometric height was determined by differential leveling and
 NP0279.adjusted by the NATIONAL GEODETIC SURVEY
 NP0279.in June 1991.
 NP0279
 NP0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0279.GEOID18 height accuracy estimate available here.
 NP0279
 NP0279.Click photographs - Photos may exist for this station.
 NP0279
 NP0279.The dynamic height is computed by dividing the NAVD 88
 NP0279.geopotential number by the normal gravity value computed on the
 NP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0279.degrees latitude (g = 980.6199 gals.).
 NP0279
 NP0279.The modeled gravity was interpolated from observed gravity values.
 NP0279
 NP0279;                    North         East    Units  Estimated Accuracy
 NP0279;SPC NE       -   334,280.      216,730.      MT  (+/- 180 meters Scaled)
 NP0279
 NP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH256389(NAD 83)
 NP0279
 NP0279                          SUPERSEDED SURVEY CONTROL
 NP0279
 NP0279  NGVD 29 (??/??/92) 1118.212  (m)         3668.67   (f) ADJ UNCH    1 2
 NP0279
 NP0279.Superseded values are not recommended for survey control.
 NP0279
 NP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0279.See file dsdata.pdf to determine how the superseded data were derived.
 NP0279
 NP0279_MARKER: DB = BENCH MARK DISK
 NP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0279_STAMPING: Y 349 1957
 NP0279_MARK LOGO: CGS
 NP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0279+STABILITY: SURFACE MOTION
 NP0279
 NP0279  HISTORY     - Date     Condition        Report By
 NP0279  HISTORY     - 1957     MONUMENTED       CGS
 NP0279  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0279
 NP0279                          STATION DESCRIPTION
 NP0279
 NP0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0279'7.8 MI NW FROM CRAWFORD.
 NP0279'ABOUT 7.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0279'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 33,
 NP0279'T. 33 N., R. 52 W., 101 FEET SOUTHWEST AND ACROSS THE TRACK
 NP0279'FROM THE NINETH POLE SOUTHEAST OF MILEPOST 431, 62 FEET SOUTHWEST
 NP0279'OF THE SOUTHWEST RAIL, 71 FEET WEST OF THE CENTER OF A PRIVATE
 NP0279'ROAD CROSSING, AT A JOG IN A FENCE LINE, 2 FEET SOUTHEAST OF A
 NP0279'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL AND IN
 NP0279'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 NP0279
 NP0279                          STATION RECOVERY (1985)
 NP0279
 NP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0279'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0313 ***********************************************************************
 NO0313  DESIGNATION -  Y 350
 NO0313  PID         -  NO0313
 NO0313  STATE/COUNTY-  NE/CHERRY
 NO0313  COUNTRY     -  US
 NO0313  USGS QUAD   -  MERRIMAN (2017)
 NO0313
 NO0313                         *CURRENT SURVEY CONTROL
 NO0313  ______________________________________________________________________
 NO0313* NAD 83(1986) POSITION- 42 55 18.     (N) 101 40 50.     (W)   SCALED
 NO0313* NAVD 88 ORTHO HEIGHT -   988.270 (meters)     3242.35  (feet) ADJUSTED
 NO0313  ______________________________________________________________________
 NO0313  GEOID HEIGHT    -        -19.359 (meters)                     GEOID18
 NO0313  DYNAMIC HEIGHT  -        987.840 (meters)     3240.94  (feet) COMP
 NO0313  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 NO0313
 NO0313  VERT ORDER      -  FIRST     CLASS II
 NO0313
 NO0313.The horizontal coordinates were scaled from a map and have
 NO0313.an estimated accuracy of +/- 6 seconds.
 NO0313
 NO0313.The orthometric height was determined by differential leveling and
 NO0313.adjusted by the NATIONAL GEODETIC SURVEY
 NO0313.in June 1991.
 NO0313
 NO0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0313.GEOID18 height accuracy estimate available here.
 NO0313
 NO0313.Click photographs - Photos may exist for this station.
 NO0313
 NO0313.The dynamic height is computed by dividing the NAVD 88
 NO0313.geopotential number by the normal gravity value computed on the
 NO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0313.degrees latitude (g = 980.6199 gals.).
 NO0313
 NO0313.The modeled gravity was interpolated from observed gravity values.
 NO0313
 NO0313;                    North         East    Units  Estimated Accuracy
 NO0313;SPC NE       -   344,250.      362,810.      MT  (+/- 180 meters Scaled)
 NO0313
 NO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN812556(NAD 83)
 NO0313
 NO0313                          SUPERSEDED SURVEY CONTROL
 NO0313
 NO0313  NGVD 29 (??/??/92)  987.856  (m)         3240.99   (f) ADJ UNCH    1 2
 NO0313
 NO0313.Superseded values are not recommended for survey control.
 NO0313
 NO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0313.See file dsdata.pdf to determine how the superseded data were derived.
 NO0313
 NO0313_MARKER: DB = BENCH MARK DISK
 NO0313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0313_STAMPING: Y 350 1957
 NO0313_MARK LOGO: CGS
 NO0313_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0313_ROD/PIPE-DEPTH: 16.8 meters
 NO0313
 NO0313  HISTORY     - Date     Condition        Report By
 NO0313  HISTORY     - 1957     MONUMENTED       CGS
 NO0313  HISTORY     - 19881001 MARK NOT FOUND   USGS
 NO0313  HISTORY     - 19991006 MARK NOT FOUND   NGS
 NO0313
 NO0313                          STATION DESCRIPTION
 NO0313
 NO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0313'1.1 MI E FROM MERRIMAN.
 NO0313'ABOUT 1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0313'FROM THE STATION AT MERRIMAN, IN SECTION 16, T. 34 N., R. 37 W.,
 NO0313'19 FEET SOUTHWEST OF MILEPOST 331, 37.5 FEET SOUTH-SOUTHWEST OF
 NO0313'THE NEAR RAIL, 208 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM
 NO0313'A T FENCE CORNER, 123 FEET SOUTH AND ACROSS THE TRACK FROM A
 NO0313'POWER POLE WITH 2 GUY WIRES AND A BRANCH LINE WEST, 54 FEET WEST
 NO0313'OF THE EXTENDED CENTER LINE OF A ROAD SOUTH TO COTTONWOOD LAKE,
 NO0313'93 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE SIDE
 NO0313'ROAD AND U.S. HIGHWAY 20, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 NO0313'POST, 2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 NO0313'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 55 FEET.
 NO0313'THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 NO0313
 NO0313                          STATION RECOVERY (1988)
 NO0313
 NO0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0313'MARK NOT FOUND.
 NO0313
 NO0313                          STATION RECOVERY (1999)
 NO0313
 NO0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0313'THE MARK WAS FOUND WITH THE ROD BEND AT A 90 DEGREE ANGLE AND THE DISK
 NO0313'MISSING.  THE ROD WAS CUT OFF AND LEVELED AT THIS TIME AS Y 350 RESET.
 NO0313'SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2512 ***********************************************************************
 AI2512  DESIGNATION -  Y 350 RESET
 AI2512  PID         -  AI2512
 AI2512  STATE/COUNTY-  NE/CHERRY
 AI2512  COUNTRY     -  US
 AI2512  USGS QUAD   -  MERRIMAN (2017)
 AI2512
 AI2512                         *CURRENT SURVEY CONTROL
 AI2512  ______________________________________________________________________
 AI2512* NAD 83(1986) POSITION- 42 55 18.     (N) 101 40 49.     (W)   SCALED
 AI2512* NAVD 88 ORTHO HEIGHT -   988.067 (meters)     3241.68  (feet) ADJUSTED
 AI2512  ______________________________________________________________________
 AI2512  GEOID HEIGHT    -        -19.359 (meters)                     GEOID18
 AI2512  DYNAMIC HEIGHT  -        987.637 (meters)     3240.27  (feet) COMP
 AI2512  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 AI2512
 AI2512  VERT ORDER      -  FIRST     CLASS II
 AI2512
 AI2512.The horizontal coordinates were scaled from a map and have
 AI2512.an estimated accuracy of +/- 6 seconds.
 AI2512
 AI2512.The orthometric height was determined by differential leveling and
 AI2512.adjusted by the NATIONAL GEODETIC SURVEY
 AI2512.in July 2002.
 AI2512
 AI2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2512.GEOID18 height accuracy estimate available here.
 AI2512
 AI2512.Click photographs - Photos may exist for this station.
 AI2512
 AI2512.The dynamic height is computed by dividing the NAVD 88
 AI2512.geopotential number by the normal gravity value computed on the
 AI2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2512.degrees latitude (g = 980.6199 gals.).
 AI2512
 AI2512.The modeled gravity was interpolated from observed gravity values.
 AI2512
 AI2512;                    North         East    Units  Estimated Accuracy
 AI2512;SPC NE       -   344,250.      362,830.      MT  (+/- 180 meters Scaled)
 AI2512
 AI2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN812556(NAD 83)
 AI2512
 AI2512                          SUPERSEDED SURVEY CONTROL
 AI2512
 AI2512.No superseded survey control is available for this station.
 AI2512
 AI2512_MARKER: F = FLANGE-ENCASED ROD
 AI2512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI2512_STAMPING: Y 350 RESET 1999
 AI2512_MARK LOGO: NGS
 AI2512_PROJECTION: FLUSH
 AI2512_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2512+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2512_ROD/PIPE-DEPTH: 16.8 meters
 AI2512
 AI2512  HISTORY     - Date     Condition        Report By
 AI2512  HISTORY     - 1999     MONUMENTED       NGS
 AI2512  HISTORY     - 20180213 POOR             NEGS
 AI2512
 AI2512                          STATION DESCRIPTION
 AI2512
 AI2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2512'1.8 KM (1.10 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 AI2512'IN MERRIMAN, 25.9 M (85.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AI2512'11.6 M (38.1 FT) SOUTH OF THE NEAR RAIL OF THE NEBKOTA RAILROAD, 7.5 M
 AI2512'(24.6 FT) NORTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 6.3 M (20.7
 AI2512'FT) WEST OF RAILROAD MILEPOST 331, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AI2512'THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST. NOTE--ACCESS
 AI2512'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON
 AI2512'PROPERTY OWNED BY THE NEBKOTA RAILROAD, CONTACT--GEORGE LAPRAY, 111
 AI2512'NORTH MAIN STREET, CHADRON, NE 59337, TELEPHONE NUMBER (308) 432-2487.
 AI2512
 AI2512                          STATION RECOVERY (2018)
 AI2512
 AI2512'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 AI2512'TO REACH FROM THE EAST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 AI2512'61 IN MERRIMAN, GO EAST ON U.S. 20 APPROXIMATELY 1.07 MI (1.72 KM) TO
 AI2512'MILE POST 136.85 AND THE STATION APPROXIMATELY 85 FT (25.9 M) LEFT
 AI2512'(NORTH) OF THE CENTERLINE.
 AI2512'
 AI2512'THE STATION IS APPROXIMATELY 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF
 AI2512'THE RAILROAD BED, 24.6 FT (7.5 M) NORTHWEST OF A CABLE JUNCTION BOX
 AI2512'AND 1.3 FT (0.4 M) EAST OF A WITNESS POST.  THE TOP OF THE STEEL ROD
 AI2512'APPEARS DAMAGED AND THE ROD HAS A BEND.  THE ELEVATION WAS CHECKED AND
 AI2512'VERIFIED.  THE RAILS HAVE BEEN REMOVED FROM THE RAIL BED.  THERE ARE
 AI2512'POWER LINES APPROXIMATELY 20 FT (6.1 M) WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0191 ***********************************************************************
 NP0191  DESIGNATION -  Y 351 RESET
 NP0191  PID         -  NP0191
 NP0191  STATE/COUNTY-  NE/SHERIDAN
 NP0191  COUNTRY     -  US
 NP0191  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0191
 NP0191                         *CURRENT SURVEY CONTROL
 NP0191  ______________________________________________________________________
 NP0191* NAD 83(1986) POSITION- 42 42 20.95   (N) 102 33 59.69   (W)   HD_HELD1
 NP0191* NAVD 88 ORTHO HEIGHT -  1147.55  (meters)     3764.9   (feet) RESET
 NP0191  ______________________________________________________________________
 NP0191  GEOID HEIGHT    -        -18.082 (meters)                     GEOID18
 NP0191  VERT ORDER      -  THIRD
 NP0191
 NP0191.The horizontal coordinates were determined by differentially corrected
 NP0191.hand held GPS observations or other comparable positioning techniques
 NP0191.and have an estimated accuracy of +/- 3 meters.
 NP0191
 NP0191.The orthometric height was computed from unverified reset data.
 NP0191
 NP0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0191.GEOID18 height accuracy estimate available here.
 NP0191
 NP0191.Click photographs - Photos may exist for this station.
 NP0191
 NP0191;                    North         East    Units  Estimated Accuracy
 NP0191;SPC NE       -   322,063.3     289,779.3     MT  (+/- 3 meters HH1 GPS) 
 NP0191
 NP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9929231018(NAD 83)
 NP0191
 NP0191                          SUPERSEDED SURVEY CONTROL
 NP0191
 NP0191  NGVD 29 (??/??/??) 1147.02   (m)         3763.2    (f) RESET       3  
 NP0191
 NP0191.Superseded values are not recommended for survey control.
 NP0191
 NP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0191.See file dsdata.pdf to determine how the superseded data were derived.
 NP0191
 NP0191_MARKER: DB = BENCH MARK DISK
 NP0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0191_STAMPING: Y 351 RESET 1963
 NP0191_MARK LOGO: CGS
 NP0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0191+STABILITY: SURFACE MOTION
 NP0191
 NP0191  HISTORY     - Date     Condition        Report By
 NP0191  HISTORY     - 1963     MONUMENTED       NEDR
 NP0191
 NP0191                          STATION DESCRIPTION
 NP0191
 NP0191'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 NP0191'5.2 MI SW FROM RUSHVILLE.
 NP0191'ABOUT 5.24 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0191'RAILWAY FROM THE STATION AT RUSHVILLE, IN T 32 N, R 45 W, SECTION
 NP0191'35, 40.5 FEET SOUTH OF CENTERLINE OF RAILROAD TRACKS, 30 FEET
 NP0191'WEST OF MILEPOST 380, 71 FEET EAST OF CULVERT UNDER U.S.
 NP0191'HIGHWAY 20, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0144 ***********************************************************************
 NO0144  DESIGNATION -  Y 352
 NO0144  PID         -  NO0144
 NO0144  STATE/COUNTY-  NE/CHERRY
 NO0144  COUNTRY     -  US
 NO0144  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0144
 NO0144                         *CURRENT SURVEY CONTROL
 NO0144  ______________________________________________________________________
 NO0144* NAD 83(1986) POSITION- 42 56 03.     (N) 100 46 56.     (W)   SCALED
 NO0144* NAVD 88 ORTHO HEIGHT -   825.406 (meters)     2708.02  (feet) ADJUSTED
 NO0144  ______________________________________________________________________
 NO0144  GEOID HEIGHT    -        -21.426 (meters)                     GEOID18
 NO0144  DYNAMIC HEIGHT  -        825.074 (meters)     2706.93  (feet) COMP
 NO0144  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 NO0144
 NO0144  VERT ORDER      -  FIRST     CLASS II
 NO0144
 NO0144.The horizontal coordinates were scaled from a map and have
 NO0144.an estimated accuracy of +/- 6 seconds.
 NO0144
 NO0144.The orthometric height was determined by differential leveling and
 NO0144.adjusted by the NATIONAL GEODETIC SURVEY
 NO0144.in June 1991.
 NO0144
 NO0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0144.GEOID18 height accuracy estimate available here.
 NO0144
 NO0144.Click photographs - Photos may exist for this station.
 NO0144
 NO0144.The dynamic height is computed by dividing the NAVD 88
 NO0144.geopotential number by the normal gravity value computed on the
 NO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0144.degrees latitude (g = 980.6199 gals.).
 NO0144
 NO0144.The modeled gravity was interpolated from observed gravity values.
 NO0144
 NO0144;                    North         East    Units  Estimated Accuracy
 NO0144;SPC NE       -   344,600.      436,150.      MT  (+/- 180 meters Scaled)
 NO0144
 NO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN545550(NAD 83)
 NO0144
 NO0144                          SUPERSEDED SURVEY CONTROL
 NO0144
 NO0144  NGVD 29 (??/??/92)  825.095  (m)         2707.00   (f) ADJ UNCH    1 2
 NO0144
 NO0144.Superseded values are not recommended for survey control.
 NO0144
 NO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0144.See file dsdata.pdf to determine how the superseded data were derived.
 NO0144
 NO0144_MARKER: DB = BENCH MARK DISK
 NO0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0144_STAMPING: Y 352 1957
 NO0144_MARK LOGO: CGS
 NO0144_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0144_ROD/PIPE-DEPTH: 8.5 meters
 NO0144
 NO0144  HISTORY     - Date     Condition        Report By
 NO0144  HISTORY     - 1957     MONUMENTED       CGS
 NO0144
 NO0144                          STATION DESCRIPTION
 NO0144
 NO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0144'1.7 MI W FROM CROOKSTON.
 NO0144'ABOUT 1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0144'FROM THE STATION AT CROOKSTON, IN SECTION 7, T. 34 N., R. 29 W.,
 NO0144'41 1/2 FEET SOUTH OF THE SOUTH RAIL, 90 FEET NORTH OF THE CENTER
 NO0144'LINE OF U.S. HIGHWAY 20,48 FEET EAST OF A TELEPHONE POLE, 2 FEET
 NO0144'WEST OF A WHITE WOODEN WITNESS POST, A DISK ON A COPPER COATED
 NO0144'ROD THAT IS DRIVEN TO A DEPTH OF 28 FEET.  THE ROD IS ENCASED IN
 NO0144'A 6-INCH TILE WHICH PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0477 ***********************************************************************
 NP0477  DESIGNATION -  Y 353
 NP0477  PID         -  NP0477
 NP0477  STATE/COUNTY-  NE/SIOUX
 NP0477  COUNTRY     -  US
 NP0477  USGS QUAD   -  ROUNDTOP (2017)
 NP0477
 NP0477                         *CURRENT SURVEY CONTROL
 NP0477  ______________________________________________________________________
 NP0477* NAD 83(1986) POSITION- 42 51 58.     (N) 103 33 46.     (W)   SCALED
 NP0477* NAVD 88 ORTHO HEIGHT -  1144.004 (meters)     3753.29  (feet) ADJUSTED
 NP0477  ______________________________________________________________________
 NP0477  GEOID HEIGHT    -        -16.669 (meters)                     GEOID18
 NP0477  DYNAMIC HEIGHT  -       1143.426 (meters)     3751.39  (feet) COMP
 NP0477  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 NP0477
 NP0477  VERT ORDER      -  FIRST     CLASS II
 NP0477
 NP0477.The horizontal coordinates were scaled from a map and have
 NP0477.an estimated accuracy of +/- 6 seconds.
 NP0477
 NP0477.The orthometric height was determined by differential leveling and
 NP0477.adjusted by the NATIONAL GEODETIC SURVEY
 NP0477.in June 1991.
 NP0477
 NP0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0477.GEOID18 height accuracy estimate available here.
 NP0477
 NP0477.Click photographs - Photos may exist for this station.
 NP0477
 NP0477.The dynamic height is computed by dividing the NAVD 88
 NP0477.geopotential number by the normal gravity value computed on the
 NP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0477.degrees latitude (g = 980.6199 gals.).
 NP0477
 NP0477.The modeled gravity was interpolated from observed gravity values.
 NP0477
 NP0477;                    North         East    Units  Estimated Accuracy
 NP0477;SPC NE       -   342,750.      208,960.      MT  (+/- 180 meters Scaled)
 NP0477
 NP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH174469(NAD 83)
 NP0477
 NP0477                          SUPERSEDED SURVEY CONTROL
 NP0477
 NP0477  NGVD 29 (??/??/92) 1143.404  (m)         3751.32   (f) ADJ UNCH    1 2
 NP0477
 NP0477.Superseded values are not recommended for survey control.
 NP0477
 NP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0477.See file dsdata.pdf to determine how the superseded data were derived.
 NP0477
 NP0477_MARKER: DB = BENCH MARK DISK
 NP0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0477_STAMPING: Y 353 1957
 NP0477_MARK LOGO: CGS
 NP0477_PROJECTION: PROJECTING 13 CENTIMETERS
 NP0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0477+STABILITY: SURFACE MOTION
 NP0477
 NP0477  HISTORY     - Date     Condition        Report By
 NP0477  HISTORY     - 1957     MONUMENTED       CGS
 NP0477  HISTORY     - 1985     GOOD             NGS
 NP0477
 NP0477                          STATION DESCRIPTION
 NP0477
 NP0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0477'15 MI NW FROM CRAWFORD.
 NP0477'ABOUT 15.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0477'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 1.0 MILE NORTHWEST
 NP0477'OF THE STATION SIGN AT JODER, 28 FEET NORTHWEST OF THE FOURTH
 NP0477'POLE SOUTHEAST OF MILEPOST 438, 53 FEET NORTHEAST OF THE NORTHEAST
 NP0477'RAIL, 132 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 NP0477'2, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 NP0477'3 FEET ABOVE THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH
 NP0477'PROJECTS 5 INCHES.
 NP0477
 NP0477                          STATION RECOVERY (1985)
 NP0477
 NP0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0477'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0477'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0477'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0477'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0477'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0477'ALONG A GRAVEL ROAD TO THE CROSSING OF THE BURLINGTON NORTHERN
 NP0477'RAILROAD, THENCE 17.3 KM (10.7 MI) NORTHWEST ALONG THE NORTHEAST SIDE
 NP0477'OF THE TRACKS, ALSO 1.6 KM (1.0 MI) NORTHWEST OF THE STATION SIGN AT
 NP0477'JODER, 40.2 METERS (132 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 16.2
 NP0477'METERS (53 FT) NORTHEAST OF THE NORTHEAST RAIL, 8.5 METERS (28 FT)
 NP0477'NORTHWEST OF THE FOURTH POLE SOUTHEAST OF MILEPOLE 438 AND 0.45 METER
 NP0477'(1.5 FT) SOUTHEAST OF A WITNESS POST.
 NP0477'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 NP0477'THE MARK IS 0.9 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0299 ***********************************************************************
 NN0299  DESIGNATION -  Y 36
 NN0299  PID         -  NN0299
 NN0299  STATE/COUNTY-  NE/BOYD
 NN0299  COUNTRY     -  US
 NN0299  USGS QUAD   -  BRISTOW (2017)
 NN0299
 NN0299                         *CURRENT SURVEY CONTROL
 NN0299  ______________________________________________________________________
 NN0299* NAD 83(1986) POSITION- 42 49 52.     (N) 098 32 23.     (W)   SCALED
 NN0299* NAVD 88 ORTHO HEIGHT -   442.540 (meters)     1451.90  (feet) ADJUSTED
 NN0299  ______________________________________________________________________
 NN0299  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 NN0299  DYNAMIC HEIGHT  -        442.376 (meters)     1451.36  (feet) COMP
 NN0299  MODELED GRAVITY -    980,237.6   (mgal)                       NAVD 88
 NN0299
 NN0299  VERT ORDER      -  SECOND    CLASS 0
 NN0299
 NN0299.The horizontal coordinates were scaled from a map and have
 NN0299.an estimated accuracy of +/- 6 seconds.
 NN0299
 NN0299.The orthometric height was determined by differential leveling and
 NN0299.adjusted by the NATIONAL GEODETIC SURVEY
 NN0299.in June 1991.
 NN0299
 NN0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0299.GEOID18 height accuracy estimate available here.
 NN0299
 NN0299.Click photographs - Photos may exist for this station.
 NN0299
 NN0299.The dynamic height is computed by dividing the NAVD 88
 NN0299.geopotential number by the normal gravity value computed on the
 NN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0299.degrees latitude (g = 980.6199 gals.).
 NN0299
 NN0299.The modeled gravity was interpolated from observed gravity values.
 NN0299
 NN0299;                    North         East    Units  Estimated Accuracy
 NN0299;SPC NE       -   333,870.      619,380.      MT  (+/- 180 meters Scaled)
 NN0299
 NN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN376421(NAD 83)
 NN0299
 NN0299                          SUPERSEDED SURVEY CONTROL
 NN0299
 NN0299  NGVD 29 (??/??/92)  442.22   (m)         1450.9    (f) COMPUTED    2 0
 NN0299
 NN0299.Superseded values are not recommended for survey control.
 NN0299
 NN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0299.See file dsdata.pdf to determine how the superseded data were derived.
 NN0299
 NN0299_MARKER: DB = BENCH MARK DISK
 NN0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0299_STAMPING: Y 36 1934
 NN0299_MARK LOGO: CGS
 NN0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0299+STABILITY: SURFACE MOTION
 NN0299
 NN0299  HISTORY     - Date     Condition        Report By
 NN0299  HISTORY     - 1934     MONUMENTED       CGS
 NN0299
 NN0299                          STATION DESCRIPTION
 NN0299
 NN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0299'2.1 MI E FROM BRISTOW.
 NN0299'IS LOCATED 2.1 MILES EAST OF STATION AT BRISTOW, 4 TELEGRAPH
 NN0299'POLES EAST OF M.P. 92, 46 YARDS WEST OF CENTERLINE OF R.R.
 NN0299'CROSSING, 35.8 FEET SOUTH OF SOUTH RAIL, 34 FEET NORTH OF CENTERLINE
 NN0299'OF HY. 12, 3 FEET NORTH OF TELEGRAPH POLE.  STANDARD TABLET
 NN0299'SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0300 ***********************************************************************
 NN0300  DESIGNATION -  Y 36 RESET
 NN0300  PID         -  NN0300
 NN0300  STATE/COUNTY-  NE/BOYD
 NN0300  COUNTRY     -  US
 NN0300  USGS QUAD   -  BRISTOW (2017)
 NN0300
 NN0300                         *CURRENT SURVEY CONTROL
 NN0300  ______________________________________________________________________
 NN0300* NAD 83(1986) POSITION- 42 49 53.     (N) 098 32 23.     (W)   SCALED
 NN0300* NAVD 88 ORTHO HEIGHT -   442.288 (meters)     1451.07  (feet) POSTED
 NN0300  ______________________________________________________________________
 NN0300  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 NN0300  DYNAMIC HEIGHT  -        442.12  (meters)     1450.5   (feet) COMP
 NN0300  MODELED GRAVITY -    980,237.6   (mgal)                       NAVD 88
 NN0300
 NN0300  VERT ORDER      -  * POSTED, SEE BELOW
 NN0300
 NN0300.The horizontal coordinates were scaled from a map and have
 NN0300.an estimated accuracy of +/- 6 seconds.
 NN0300
 NN0300.The orthometric height was determined by differential leveling
 NN0300.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0300
 NN0300.* This is a POSTED BENCH MARK height.
 NN0300
 NN0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0300.GEOID18 height accuracy estimate available here.
 NN0300
 NN0300.Click photographs - Photos may exist for this station.
 NN0300
 NN0300.The dynamic height is computed by dividing the NAVD 88
 NN0300.geopotential number by the normal gravity value computed on the
 NN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0300.degrees latitude (g = 980.6199 gals.).
 NN0300
 NN0300.The modeled gravity was interpolated from observed gravity values.
 NN0300
 NN0300;                    North         East    Units  Estimated Accuracy
 NN0300;SPC NE       -   333,900.      619,380.      MT  (+/- 180 meters Scaled)
 NN0300
 NN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN376421(NAD 83)
 NN0300
 NN0300                          SUPERSEDED SURVEY CONTROL
 NN0300
 NN0300  NGVD 29 (??/??/92)  442.014  (m)         1450.17   (f) ADJ UNCH    2 0
 NN0300
 NN0300.Superseded values are not recommended for survey control.
 NN0300
 NN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0300.See file dsdata.pdf to determine how the superseded data were derived.
 NN0300
 NN0300_MARKER: DB = BENCH MARK DISK
 NN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0300_STAMPING: Y 36 1934 RESET 1949
 NN0300_MARK LOGO: CGS
 NN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0300+STABILITY: SURFACE MOTION
 NN0300
 NN0300  HISTORY     - Date     Condition        Report By
 NN0300  HISTORY     - 1949     MONUMENTED       CGS
 NN0300
 NN0300                          STATION DESCRIPTION
 NN0300
 NN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0300'2.1 MI E FROM BRISTOW.
 NN0300'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0300'FROM THE STATION AT BRISTOW, BOYD COUNTY, 121 FEET WEST OF A
 NN0300'PRIVATE-ROAD CROSSING, 49 FEET NORTH OF THE CENTER LINE OF STATE
 NN0300'HIGHWAY 12, 30 FEET SOUTH OF THE SOUTH RAIL, 3.4 FEET WEST
 NN0300'OF A POLE, IN LINE WITH THE ROW OF POLES, AND 1.2 FEET EAST OF A
 NN0300'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 36 1934
 NN0300'RESET 1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0300'0.2 FOOT ABOVE GROUND.  NOTE-- IT WAS FOUND AT THAT TIME
 NN0300'THAT THE CONCRETE POST HAD DETERIORATED TO SUCH AN EXTENT
 NN0300'THAT THE TOP OF THE POST WAS NO LONGER THAN THE DISK.  SINCE
 NN0300'THE REMAINING CONCRETE WAS VERY CRUMBLY, THE MARK WAS RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0055 ***********************************************************************
 LG0055  DESIGNATION -  Y 363
 LG0055  PID         -  LG0055
 LG0055  STATE/COUNTY-  NE/CASS
 LG0055  COUNTRY     -  US
 LG0055  USGS QUAD   -  ELMWOOD (2017)
 LG0055
 LG0055                         *CURRENT SURVEY CONTROL
 LG0055  ______________________________________________________________________
 LG0055* NAD 83(1986) POSITION- 40 48 46.     (N) 096 20 44.     (W)   SCALED
 LG0055* NAVD 88 ORTHO HEIGHT -   408.319 (meters)     1339.63  (feet) ADJUSTED
 LG0055  ______________________________________________________________________
 LG0055  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 LG0055  DYNAMIC HEIGHT  -        408.147 (meters)     1339.06  (feet) COMP
 LG0055  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 LG0055
 LG0055  VERT ORDER      -  SECOND    CLASS 0
 LG0055
 LG0055.The horizontal coordinates were scaled from a map and have
 LG0055.an estimated accuracy of +/- 6 seconds.
 LG0055
 LG0055.The orthometric height was determined by differential leveling and
 LG0055.adjusted by the NATIONAL GEODETIC SURVEY
 LG0055.in June 1991.
 LG0055
 LG0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0055.GEOID18 height accuracy estimate available here.
 LG0055
 LG0055.Click photographs - Photos may exist for this station.
 LG0055
 LG0055.The dynamic height is computed by dividing the NAVD 88
 LG0055.geopotential number by the normal gravity value computed on the
 LG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0055.degrees latitude (g = 980.6199 gals.).
 LG0055
 LG0055.The modeled gravity was interpolated from observed gravity values.
 LG0055
 LG0055;                    North         East    Units  Estimated Accuracy
 LG0055;SPC NE       -   115,260.      808,160.      MT  (+/- 180 meters Scaled)
 LG0055
 LG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL238213(NAD 83)
 LG0055
 LG0055                          SUPERSEDED SURVEY CONTROL
 LG0055
 LG0055  NGVD 29 (??/??/92)  408.226  (m)         1339.32   (f) ADJ UNCH    2 0
 LG0055
 LG0055.Superseded values are not recommended for survey control.
 LG0055
 LG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0055.See file dsdata.pdf to determine how the superseded data were derived.
 LG0055
 LG0055_MARKER: DB = BENCH MARK DISK
 LG0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0055_STAMPING: Y 363 1961
 LG0055_MARK LOGO: CGS
 LG0055_PROJECTION: FLUSH
 LG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0055+STABILITY: SURFACE MOTION
 LG0055
 LG0055  HISTORY     - Date     Condition        Report By
 LG0055  HISTORY     - 1961     MONUMENTED       CGS
 LG0055
 LG0055                          STATION DESCRIPTION
 LG0055
 LG0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0055'4.4 MI E FROM EAGLE.
 LG0055'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0055'EAGLE, THENCE 4.3 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 104
 LG0055'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 47.0
 LG0055'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26.8 FEET EAST
 LG0055'OF THE CENTER OF FARM DRIVEWAY, 2.5 FEET SOUTHWEST OF A METAL
 LG0055'WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE HIGHWAY, SET
 LG0055'IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0056 ***********************************************************************
 LG0056  DESIGNATION -  Y 363 RESET
 LG0056  PID         -  LG0056
 LG0056  STATE/COUNTY-  NE/CASS
 LG0056  COUNTRY     -  US
 LG0056  USGS QUAD   -  ELMWOOD (2017)
 LG0056
 LG0056                         *CURRENT SURVEY CONTROL
 LG0056  ______________________________________________________________________
 LG0056* NAD 83(1986) POSITION- 40 48 46.     (N) 096 20 44.     (W)   SCALED
 LG0056* NAVD 88 ORTHO HEIGHT -   408.26  (meters)     1339.4   (feet) RESET
 LG0056  ______________________________________________________________________
 LG0056  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 LG0056  VERT ORDER      -  THIRD
 LG0056
 LG0056.The horizontal coordinates were scaled from a map and have
 LG0056.an estimated accuracy of +/- 6 seconds.
 LG0056
 LG0056.The orthometric height was computed from unverified reset data.
 LG0056
 LG0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0056.GEOID18 height accuracy estimate available here.
 LG0056
 LG0056.Click photographs - Photos may exist for this station.
 LG0056
 LG0056;                    North         East    Units  Estimated Accuracy
 LG0056;SPC NE       -   115,260.      808,160.      MT  (+/- 180 meters Scaled)
 LG0056
 LG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL238213(NAD 83)
 LG0056
 LG0056                          SUPERSEDED SURVEY CONTROL
 LG0056
 LG0056  NGVD 29 (??/??/??)  408.17   (m)         1339.1    (f) RESET       3  
 LG0056
 LG0056.Superseded values are not recommended for survey control.
 LG0056
 LG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0056.See file dsdata.pdf to determine how the superseded data were derived.
 LG0056
 LG0056_MARKER: DB = BENCH MARK DISK
 LG0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0056_STAMPING: Y 363 RESET 1964
 LG0056_MARK LOGO: CGS
 LG0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0056+STABILITY: SURFACE MOTION
 LG0056
 LG0056  HISTORY     - Date     Condition        Report By
 LG0056  HISTORY     - 1964     MONUMENTED       CGS
 LG0056
 LG0056                          STATION DESCRIPTION
 LG0056
 LG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0056'4.4 MI E FROM EAGLE.
 LG0056'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT EAGLE,
 LG0056'THENCE 4.3 MILES EAST ALONG U.S. HIGHWAY 34, 96 FEET
 LG0056'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF GEO. D. COATMANS HOUSE,
 LG0056'54 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34, 32 FEET
 LG0056'EAST OF THE CENTER OF DRIVEWAY, 2 FEET NORTHEAST OF A TELEPHONE
 LG0056'POLE, AND 2 FEET WEST OF A NEW STEEL WITNESS POST.  THE POST
 LG0056'PROJECTS 4 INCHES AND THE DISK IS STAMPED Y 363 RESET 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0189 ***********************************************************************
 LG0189  DESIGNATION -  Y 364
 LG0189  PID         -  LG0189
 LG0189  STATE/COUNTY-  NE/JOHNSON
 LG0189  COUNTRY     -  US
 LG0189  USGS QUAD   -  TECUMSEH NW (2017)
 LG0189
 LG0189                         *CURRENT SURVEY CONTROL
 LG0189  ______________________________________________________________________
 LG0189* NAD 83(1986) POSITION- 40 25 15.     (N) 096 10 48.     (W)   SCALED
 LG0189* NAVD 88 ORTHO HEIGHT -   379.952 (meters)     1246.56  (feet) ADJUSTED
 LG0189  ______________________________________________________________________
 LG0189  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 LG0189  DYNAMIC HEIGHT  -        379.748 (meters)     1245.89  (feet) COMP
 LG0189  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 LG0189
 LG0189  VERT ORDER      -  SECOND    CLASS 0
 LG0189
 LG0189.The horizontal coordinates were scaled from a map and have
 LG0189.an estimated accuracy of +/- 6 seconds.
 LG0189
 LG0189.The orthometric height was determined by differential leveling and
 LG0189.adjusted by the NATIONAL GEODETIC SURVEY
 LG0189.in June 1991.
 LG0189
 LG0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0189.GEOID18 height accuracy estimate available here.
 LG0189
 LG0189.Click photographs - Photos may exist for this station.
 LG0189
 LG0189.The dynamic height is computed by dividing the NAVD 88
 LG0189.geopotential number by the normal gravity value computed on the
 LG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0189.degrees latitude (g = 980.6199 gals.).
 LG0189
 LG0189.The modeled gravity was interpolated from observed gravity values.
 LG0189
 LG0189;                    North         East    Units  Estimated Accuracy
 LG0189;SPC NE       -    72,390.      824,040.      MT  (+/- 180 meters Scaled)
 LG0189
 LG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK392782(NAD 83)
 LG0189
 LG0189                          SUPERSEDED SURVEY CONTROL
 LG0189
 LG0189  NGVD 29 (??/??/92)  379.857  (m)         1246.25   (f) ADJ UNCH    2 0
 LG0189
 LG0189.Superseded values are not recommended for survey control.
 LG0189
 LG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0189.See file dsdata.pdf to determine how the superseded data were derived.
 LG0189
 LG0189_MARKER: DB = BENCH MARK DISK
 LG0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0189_STAMPING: Y 364 1961
 LG0189_MARK LOGO: CGS
 LG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0189+STABILITY: SURFACE MOTION
 LG0189
 LG0189  HISTORY     - Date     Condition        Report By
 LG0189  HISTORY     - 1961     MONUMENTED       CGS
 LG0189  HISTORY     - 1965     GOOD             CGS
 LG0189
 LG0189                          STATION DESCRIPTION
 LG0189
 LG0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0189'4.4 MI NE FROM TECUMSEH.
 LG0189'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0189'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 50, 80 FEET SOUTHEAST
 LG0189'OF THE SOUTHEAST CORNER OF A SCHOOL, 61 FEET WEST OF CENTER
 LG0189'LINE OF THE HIGHWAY, 57 FEET SOUTH OF A POWER POLE, 14 FEET
 LG0189'NORTH OF A FENCE CORNER, 6 FEET WEST OF A LARGE TREE, SET IN
 LG0189'TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LG0189
 LG0189                          STATION RECOVERY (1965)
 LG0189
 LG0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LG0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0352 ***********************************************************************
 LG0352  DESIGNATION -  Y 365
 LG0352  PID         -  LG0352
 LG0352  STATE/COUNTY-  NE/GAGE
 LG0352  COUNTRY     -  US
 LG0352  USGS QUAD   -  CORTLAND (2017)
 LG0352
 LG0352                         *CURRENT SURVEY CONTROL
 LG0352  ______________________________________________________________________
 LG0352* NAD 83(1995) POSITION- 40 31 22.67555(N) 096 42 24.25629(W)   ADJUSTED
 LG0352* NAD 83(1995) ELLIP HT-   416.165 (meters)        (06/27/02)   ADJUSTED
 LG0352* NAVD 88 ORTHO HEIGHT -   442.538 (meters)     1451.89  (feet) ADJUSTED
 LG0352  ______________________________________________________________________
 LG0352  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 LG0352  NAD 83(1995) X  -   -567,061.253 (meters)                     COMP
 LG0352  NAD 83(1995) Y  - -4,822,268.306 (meters)                     COMP
 LG0352  NAD 83(1995) Z  -  4,122,569.137 (meters)                     COMP
 LG0352  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 LG0352  DYNAMIC HEIGHT  -        442.324 (meters)     1451.19  (feet) COMP
 LG0352  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 LG0352
 LG0352  HORZ ORDER      -  FIRST
 LG0352  VERT ORDER      -  SECOND    CLASS 0
 LG0352  ELLP ORDER      -  FOURTH    CLASS I
 LG0352
 LG0352.The horizontal coordinates were established by GPS observations
 LG0352.and adjusted by the National Geodetic Survey in August 1997.
 LG0352
 LG0352.The orthometric height was determined by differential leveling and
 LG0352.adjusted by the NATIONAL GEODETIC SURVEY
 LG0352.in June 1991.
 LG0352
 LG0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0352.GEOID18 height accuracy estimate available here.
 LG0352
 LG0352.Click photographs - Photos may exist for this station.
 LG0352
 LG0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0352
 LG0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0352
 LG0352.The ellipsoidal height was determined by GPS observations
 LG0352.and is referenced to NAD 83.
 LG0352
 LG0352.The dynamic height is computed by dividing the NAVD 88
 LG0352.geopotential number by the normal gravity value computed on the
 LG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0352.degrees latitude (g = 980.6199 gals.).
 LG0352
 LG0352.The modeled gravity was interpolated from observed gravity values.
 LG0352
 LG0352. The following values were computed from the NAD 83(1995) position.
 LG0352
 LG0352;                    North         East     Units Scale Factor Converg.
 LG0352;SPC NE       -    81,883.307   778,945.201   MT  0.99980441   +2 10 56.8
 LG0352;SPC NE       -   268,645.48  2,555,589.38   sFT  0.99980441   +2 10 56.8
 LG0352;UTM  14      - 4,488,330.609   694,258.845   MT  1.00006452   +1 29 25.9
 LG0352
 LG0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0352!SPC NE       -   0.99993472  x   0.99980441  =   0.99973914
 LG0352!UTM  14      -   0.99993472  x   1.00006452  =   0.99999924
 LG0352
 LG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9425888330(NAD 83)
 LG0352
 LG0352                          SUPERSEDED SURVEY CONTROL
 LG0352
 LG0352  ELLIP H (08/18/97)  416.137  (m)                       GP(       ) 4 1
 LG0352  NAD 83(1986)-  40 31 22.68367(N)    096 42 24.25501(W) AD(       ) 1
 LG0352  NGVD 29 (??/??/92)  442.432  (m)         1451.55   (f) ADJ UNCH    2 0
 LG0352  NGVD 29 (02/23/90)  442.     (m)  RAPSU86  model used  GPS OBS        
 LG0352
 LG0352.Superseded values are not recommended for survey control.
 LG0352
 LG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0352.See file dsdata.pdf to determine how the superseded data were derived.
 LG0352
 LG0352_MARKER: DB = BENCH MARK DISK
 LG0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0352_STAMPING: Y 365 1961
 LG0352_MARK LOGO: CGS
 LG0352_PROJECTION: PROJECTING 5 CENTIMETERS
 LG0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0352+STABILITY: SURFACE MOTION
 LG0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0352+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2020
 LG0352
 LG0352  HISTORY     - Date     Condition        Report By
 LG0352  HISTORY     - 1961     MONUMENTED       CGS
 LG0352  HISTORY     - 19800315 GOOD             NGS
 LG0352  HISTORY     - 1985     GOOD             NGS
 LG0352  HISTORY     - 19890327 GOOD
 LG0352  HISTORY     - 19980315 GOOD
 LG0352  HISTORY     - 20100517 GOOD             INDIV
 LG0352  HISTORY     - 20170104 GOOD             NEGS
 LG0352  HISTORY     - 20200224 GOOD             NEGS
 LG0352
 LG0352                          STATION DESCRIPTION
 LG0352
 LG0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0352'1.2 MI N FROM CORTLAND.
 LG0352'1.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0352'AT CORTLAND, 57 FEET SOUTHEAST OF A CROSSING, 42 FEET SOUTH OF
 LG0352'THE CENTER OF A GRAVEL ROAD, 30 FEET EAST OF THE EAST RAIL, 21
 LG0352'FEET WEST OF A FENCE, 21 FEET SOUTHWEST OF A CONCRETE CORNER
 LG0352'POST, 3.1 FEET NORTH OF A METAL WITNESS POST WITH SIGN, ABOUT
 LG0352'1 FOOT LOWER THAN THE TRACKS, SET IN TOP OF A SQUARE CONCRETE
 LG0352'POST PROJECTING 11 INCHES ABOVE GROUND.
 LG0352
 LG0352                          STATION RECOVERY (1980)
 LG0352
 LG0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG0352'THE STATION IS LOCATED ABOUT 34 KM (21.15 MI) SOUTH OF LINCOLN, 2 KM
 LG0352'(1.25 MI) NORTH OF CORTLAND, AT THE LANCASTER-GAGE COUNTY LINE, IN THE
 LG0352'SOUTHEAST ANGLE OF THE JUNCTION OF US HIGHWAY 77 AND A DIRT ROAD, IN
 LG0352'THE MISSOURI-PACIFIC RAILROAD RIGHT-OF-WAY.
 LG0352'OWNERSHIP--MISSOURI-PACIFIC RAILROAD.
 LG0352'TO REACH THE STATION FROM THE WATER TANK IN CORTLAND, GO NORTH ON US
 LG0352'HIGHWAY 77 FOR 1.53 KM (0.95 MI) TO A CROSSROAD (GAGE ROAD) AND THE
 LG0352'STATION ON THE RIGHT.
 LG0352'THE STATION IS PROJECTING 5 CM AND ABOUT LEVEL WITH THE HIGHWAY.  IT
 LG0352'IS 36.9 M (121.1 FT) EAST OF THE APPROXIMATE HIGHWAY CENTER, 13.7 M
 LG0352'(44.9 FT) SOUTH OF THE APPROXIMATE CENTER OF GAGE ROAD, 8.7 M
 LG0352'(28.5 FT) EAST OF THE EAST RAIL OF THE SET OF TRACKS, 5.7 M (18.7 FT)
 LG0352'WEST OF THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTH OF A METAL
 LG0352'WITNESS POST AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 LG0352'DESCRIBED BY R.D.BALL.
 LG0352
 LG0352                          STATION RECOVERY (1985)
 LG0352
 LG0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0352'1.93 KM (1.2 MI) NORTH ALONG U.S. HGIHWAY 77, FROM THE EAST POST
 LG0352'OFFICE IN CORTLAND, THENCE 0.08 KM (0.05 MI) RIGHT AND EAST ALONG
 LG0352'GAGE ROAD TO THE MARK ON THE RIGHT AT THE CROSSING OF THE UNION
 LG0352'PACIFIC RAILROAD, 12.80 M (42.0 FT) SOUTH FROM THE CENTERLINE OF GAGE
 LG0352'ROAD, 9.30 M (30.5 FT) EAST FROM THE EAST RAIL OF THE TRACK, 6.40 M
 LG0352'(21.0 FT) SOUTHWEST FROM A FENCE CORNER POST, 6.40 M (21.0 FT) WEST
 LG0352'FROM THE EAST RIGHT-OF-WAY FENCE.
 LG0352
 LG0352                          STATION RECOVERY (1989)
 LG0352
 LG0352'RECOVERED 1989
 LG0352'RECOVERED IN GOOD CONDITION.
 LG0352
 LG0352                          STATION RECOVERY (1998)
 LG0352
 LG0352'RECOVERED 1998
 LG0352'RECOVERED IN GOOD CONDITION.
 LG0352
 LG0352                          STATION RECOVERY (2010)
 LG0352
 LG0352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG0352'RECOVERED IN GOOD CONDITION.
 LG0352
 LG0352                          STATION RECOVERY (2017)
 LG0352
 LG0352'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (SB)
 LG0352'RECOVERED IN GOOD CONDITION
 LG0352
 LG0352                          STATION RECOVERY (2020)
 LG0352
 LG0352'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JN)
 LG0352'TO REACH FROM THE INTERSECTION OF E APPLE ROAD AND HIGHWAY 77 IN
 LG0352'CORTLAND, PROCEED NORTH ALONG HIGHWAY 77 1 MI (1.6 KM) TO GAGE ROAD.
 LG0352'PROCEED EAST ALONG GAGE ROAD APPROXIMATELY 125 FT (38.1 M) TO THE MARK
 LG0352'ON THE SOUTH SIDE OF GAGE ROAD.
 LG0352'
 LG0352'IT IS 42.0 FT (12.8 M) SOUTH FROM THE CENTERLINE OF GAGE ROAD, 30.5 FT
 LG0352'(9.3 M) EAST FROM THE APPROXIMATE CENTER OF A BIKE TRAIL, 21.0 FT (6.4
 LG0352'M) SOUTHWEST FROM A FENCE CORNER POST, 21.0 FT (6.4 M) WEST FROM THE
 LG0352'EAST RIGHT-OF-WAY FENCE, 2.6 FT (0.8 M) NORTH OF A METAL WITNESS POST,
 LG0352'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1291 ***********************************************************************
 NM1291  DESIGNATION -  Y 38 RESET
 NM1291  PID         -  NM1291
 NM1291  STATE/COUNTY-  NE/KNOX
 NM1291  COUNTRY     -  US
 NM1291  USGS QUAD   -  WAUSA (2017)
 NM1291
 NM1291                         *CURRENT SURVEY CONTROL
 NM1291  ______________________________________________________________________
 NM1291* NAD 83(1986) POSITION- 42 29 56.     (N) 097 32 22.     (W)   SCALED
 NM1291* NAVD 88 ORTHO HEIGHT -   540.07  (meters)     1771.9   (feet) RESET
 NM1291  ______________________________________________________________________
 NM1291  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 NM1291  VERT ORDER      -  THIRD
 NM1291
 NM1291.The horizontal coordinates were scaled from a map and have
 NM1291.an estimated accuracy of +/- 6 seconds.
 NM1291
 NM1291.The orthometric height was computed from unverified reset data.
 NM1291
 NM1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1291.GEOID18 height accuracy estimate available here.
 NM1291
 NM1291.Click photographs - Photos may exist for this station.
 NM1291
 NM1291;                    North         East    Units  Estimated Accuracy
 NM1291;SPC NE       -   298,840.      702,190.      MT  (+/- 180 meters Scaled)
 NM1291
 NM1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN200062(NAD 83)
 NM1291
 NM1291                          SUPERSEDED SURVEY CONTROL
 NM1291
 NM1291  NGVD 29 (??/??/??)  539.85   (m)         1771.2    (f) RESET       3  
 NM1291
 NM1291.Superseded values are not recommended for survey control.
 NM1291
 NM1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1291.See file dsdata.pdf to determine how the superseded data were derived.
 NM1291
 NM1291_MARKER: DB = BENCH MARK DISK
 NM1291_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM1291_SP_SET: COLUMN
 NM1291_STAMPING: Y 38 RESET 1934 1966
 NM1291_MARK LOGO: CGS
 NM1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1291
 NM1291  HISTORY     - Date     Condition        Report By
 NM1291  HISTORY     - 1966     MONUMENTED       USGS
 NM1291  HISTORY     - 1977     GOOD             LOCSUR
 NM1291
 NM1291                          STATION DESCRIPTION
 NM1291
 NM1291'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1291'AT WAUSA.
 NM1291'AT WAUSA, AT THE COMMUNITY BUILDING, 8.5 FEET WEST OF THE CENTER
 NM1291'OF THE DOUBLE DOORS AT THE MAIN ENTRANCE, 0.5 FOOT NORTH OF THE
 NM1291'NORTH FACE OF THE BUILDING, 0.1 FOOT HIGHER THAN THE CENTER
 NM1291'LINE OF X-STREETS NORTHEAST OF THE COMMUNITY BUILDING, IN THE
 NM1291'TOP OF A CONCRETE COLUMN.  NOTE-- USE WITH CAUTION.
 NM1291
 NM1291                          STATION RECOVERY (1977)
 NM1291
 NM1291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0622 ***********************************************************************
 NM0622  DESIGNATION -  Y 40
 NM0622  PID         -  NM0622
 NM0622  STATE/COUNTY-  NE/DIXON
 NM0622  COUNTRY     -  US
 NM0622  USGS QUAD   -  WAKEFIELD (2017)
 NM0622
 NM0622                         *CURRENT SURVEY CONTROL
 NM0622  ______________________________________________________________________
 NM0622* NAD 83(1986) POSITION- 42 16 21.     (N) 096 52 03.     (W)   SCALED
 NM0622* NAVD 88 ORTHO HEIGHT -   421.408 (meters)     1382.57  (feet) ADJUSTED
 NM0622  ______________________________________________________________________
 NM0622  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 NM0622  DYNAMIC HEIGHT  -        421.270 (meters)     1382.12  (feet) COMP
 NM0622  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 NM0622
 NM0622  VERT ORDER      -  FIRST     CLASS II
 NM0622
 NM0622.The horizontal coordinates were scaled from a map and have
 NM0622.an estimated accuracy of +/- 6 seconds.
 NM0622
 NM0622.The orthometric height was determined by differential leveling and
 NM0622.adjusted by the NATIONAL GEODETIC SURVEY
 NM0622.in June 1991.
 NM0622
 NM0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0622.GEOID18 height accuracy estimate available here.
 NM0622
 NM0622.Click photographs - Photos may exist for this station.
 NM0622
 NM0622.The dynamic height is computed by dividing the NAVD 88
 NM0622.geopotential number by the normal gravity value computed on the
 NM0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0622.degrees latitude (g = 980.6199 gals.).
 NM0622
 NM0622.The modeled gravity was interpolated from observed gravity values.
 NM0622
 NM0622;                    North         East    Units  Estimated Accuracy
 NM0622;SPC NE       -   275,500.      758,300.      MT  (+/- 180 meters Scaled)
 NM0622
 NM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM758822(NAD 83)
 NM0622
 NM0622                          SUPERSEDED SURVEY CONTROL
 NM0622
 NM0622  NGVD 29 (??/??/92)  421.242  (m)         1382.02   (f) ADJ UNCH    1 2
 NM0622
 NM0622.Superseded values are not recommended for survey control.
 NM0622
 NM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0622.See file dsdata.pdf to determine how the superseded data were derived.
 NM0622
 NM0622_MARKER: DB = BENCH MARK DISK
 NM0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0622_STAMPING: Y 40 1934
 NM0622_MARK LOGO: CGS
 NM0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0622+STABILITY: SURFACE MOTION
 NM0622
 NM0622  HISTORY     - Date     Condition        Report By
 NM0622  HISTORY     - 1934     MONUMENTED       CGS
 NM0622  HISTORY     - 1947     GOOD             CGS
 NM0622  HISTORY     - 20100323 POOR             INDIV
 NM0622
 NM0622                          STATION DESCRIPTION
 NM0622
 NM0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0622'AT WAKEFIELD.
 NM0622'AT WAKEFIELD, 910.0 FEET NORTHWEST OF THE NORTHWEST END OF THE
 NM0622'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 208.0
 NM0622'FEET NORTHWEST OF THE HEADBLOCK AT THE JUNCTION POINT OF THE
 NM0622'SOUTHWEST RAIL OF THE CROFTON BRANCH AND THE NORTHEAST RAIL OF
 NM0622'THE NORFOLK BRANCH OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0622'RAILWAY SYSTEM, 137.5 FEET NORTHWEST OF THE CENTER OF THE
 NM0622'NORTHEAST END OF A 4-FOOT CONCRETE PIPE CULVERT UNDER THE TRACKS,
 NM0622'135.0 FEET NORTH OF AND ACROSS THE TRACK FROM TELEPHONE POLE
 NM0622'NO. 9/15, 72.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK
 NM0622'OF THE NORFOLK LINE, 45.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NM0622'THE MAIN TRACK OF THE CROFTON LINE, 4.8 FEET SOUTHWEST OF THE
 NM0622'NORTHEAST RIGHT OF WAY FENCE, 3.0 FEET SOUTHEAST OF A REFERENCE POST,
 NM0622'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE TRACKS AND PROJECTING
 NM0622'0.4 FOOT.
 NM0622
 NM0622                          STATION RECOVERY (2010)
 NM0622
 NM0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 NM0622'THE STATION WAS FOUND BUT THE TOP OF THE MONUMENT HAS BEEN BROKEN OFF
 NM0622'FLUSH WITH THE GROUND, THE REFRENCE SIGN IS STILL THERE BUT THE TRACKS
 NM0622'HAVE BEEN REMOVED AND IS NOW THE LOCATION OF WEST 1ST AVE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0565 ***********************************************************************
 NP0565  DESIGNATION -  Y 416
 NP0565  PID         -  NP0565
 NP0565  STATE/COUNTY-  NE/BOX BUTTE
 NP0565  COUNTRY     -  US
 NP0565  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0565
 NP0565                         *CURRENT SURVEY CONTROL
 NP0565  ______________________________________________________________________
 NP0565* NAD 83(1986) POSITION- 42 23 44.     (N) 103 12 28.     (W)   SCALED
 NP0565* NAVD 88 ORTHO HEIGHT -  1319.504 (meters)     4329.07  (feet) ADJUSTED
 NP0565  ______________________________________________________________________
 NP0565  GEOID HEIGHT    -        -18.164 (meters)                     GEOID18
 NP0565  DYNAMIC HEIGHT  -       1318.720 (meters)     4326.50  (feet) COMP
 NP0565  MODELED GRAVITY -    979,981.5   (mgal)                       NAVD 88
 NP0565
 NP0565  VERT ORDER      -  FIRST     CLASS II
 NP0565
 NP0565.The horizontal coordinates were scaled from a map and have
 NP0565.an estimated accuracy of +/- 6 seconds.
 NP0565
 NP0565.The orthometric height was determined by differential leveling and
 NP0565.adjusted by the NATIONAL GEODETIC SURVEY
 NP0565.in June 1991.
 NP0565
 NP0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0565.GEOID18 height accuracy estimate available here.
 NP0565
 NP0565.Click photographs - Photos may exist for this station.
 NP0565
 NP0565.The dynamic height is computed by dividing the NAVD 88
 NP0565.geopotential number by the normal gravity value computed on the
 NP0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0565.degrees latitude (g = 980.6199 gals.).
 NP0565
 NP0565.The modeled gravity was interpolated from observed gravity values.
 NP0565
 NP0565;                    North         East    Units  Estimated Accuracy
 NP0565;SPC NE       -   289,380.      236,000.      MT  (+/- 180 meters Scaled)
 NP0565
 NP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG475952(NAD 83)
 NP0565
 NP0565                          SUPERSEDED SURVEY CONTROL
 NP0565
 NP0565.No superseded survey control is available for this station.
 NP0565
 NP0565_MARKER: I = METAL ROD
 NP0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0565_STAMPING: Y 416 1985
 NP0565_MARK LOGO: NGS
 NP0565_PROJECTION: FLUSH
 NP0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0565_ROD/PIPE-DEPTH: 4.8 meters
 NP0565
 NP0565  HISTORY     - Date     Condition        Report By
 NP0565  HISTORY     - 1985     MONUMENTED       NGS
 NP0565
 NP0565                          STATION DESCRIPTION
 NP0565
 NP0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0565'13.7 KM (8.5 MI) NW FROM HEMINGFORD.
 NP0565'13.68 KM (8.5 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0565'FROM ITS JUNCTION WITH STATE HIGHWAYS 2 AND 87 AT HEMINGFORD, ALSO
 NP0565'11.99 KM (7.45 MI) SOUTHEAST OF MARSLAND, AT AN ABANDON ROAD CROSSING,
 NP0565'10 POLES NORTHWEST OF MILEPOLE 393, 14.8 METERS (46.5 FT) NORTHEAST OF
 NP0565'THE NORTHEAST RAIL, 4.27 METERS (14 FT) NORTHWEST OF THE CENTER OF THE
 NP0565'ROAD, 2.9 METERS (9.5 FT) EAST-SOUTHEAST OF THE POWER POLE,
 NP0565'1.95 METERS (6.4 FT) NORTH-NORTHWEST OF THE NORTHWEST GATE POST FOR AN
 NP0565'IRON GATE AND 0.37 METER (1.2 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS
 NP0565'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0565'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 NP0565'THE MARK IS 1.2 M BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0360 ***********************************************************************
 MN0360  DESIGNATION -  Y 417
 MN0360  PID         -  MN0360
 MN0360  STATE/COUNTY-  NE/MORRILL
 MN0360  COUNTRY     -  US
 MN0360  USGS QUAD   -  BROADWATER SW (2017)
 MN0360
 MN0360                         *CURRENT SURVEY CONTROL
 MN0360  ______________________________________________________________________
 MN0360* NAD 83(1986) POSITION- 41 33 18.     (N) 102 59 05.     (W)   SCALED
 MN0360* NAVD 88 ORTHO HEIGHT -  1148.114 (meters)     3766.77  (feet) ADJUSTED
 MN0360  ______________________________________________________________________
 MN0360  GEOID HEIGHT    -        -19.691 (meters)                     GEOID18
 MN0360  DYNAMIC HEIGHT  -       1147.374 (meters)     3764.34  (feet) COMP
 MN0360  MODELED GRAVITY -    979,938.6   (mgal)                       NAVD 88
 MN0360
 MN0360  VERT ORDER      -  FIRST     CLASS II
 MN0360
 MN0360.The horizontal coordinates were scaled from a map and have
 MN0360.an estimated accuracy of +/- 6 seconds.
 MN0360
 MN0360.The orthometric height was determined by differential leveling and
 MN0360.adjusted by the NATIONAL GEODETIC SURVEY
 MN0360.in June 1991.
 MN0360
 MN0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0360.GEOID18 height accuracy estimate available here.
 MN0360
 MN0360.Click photographs - Photos may exist for this station.
 MN0360
 MN0360.The dynamic height is computed by dividing the NAVD 88
 MN0360.geopotential number by the normal gravity value computed on the
 MN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0360.degrees latitude (g = 980.6199 gals.).
 MN0360
 MN0360.The modeled gravity was interpolated from observed gravity values.
 MN0360
 MN0360;                    North         East    Units  Estimated Accuracy
 MN0360;SPC NE       -   195,450.      251,130.      MT  (+/- 180 meters Scaled)
 MN0360
 MN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680023(NAD 83)
 MN0360
 MN0360                          SUPERSEDED SURVEY CONTROL
 MN0360
 MN0360.No superseded survey control is available for this station.
 MN0360
 MN0360_MARKER: I = METAL ROD
 MN0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0360_STAMPING: Y 417 1985
 MN0360_MARK LOGO: NGS
 MN0360_PROJECTION: FLUSH
 MN0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0360+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 MN0360_ROD/PIPE-DEPTH: 9.4 meters
 MN0360
 MN0360  HISTORY     - Date     Condition        Report By
 MN0360  HISTORY     - 1985     MONUMENTED       NGS
 MN0360  HISTORY     - 20070417 GOOD             NEDR
 MN0360
 MN0360                          STATION DESCRIPTION
 MN0360
 MN0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0360'18.1 KM (11.25 MI) SE FROM BRIDGEPORT.
 MN0360'18.1 KM (11.2 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0360'NORTHERN RAILROAD STATION AT BRIDGEPORT, ALSO 17.4 KM (10.8 MI) NORTH
 MN0360'ALONG US HIGHWAY 385 FROM THE CITY HALL IN DALTON, AT AN ASPHALT ROAD
 MN0360'LEADING WEST, 18.6 METERS (61 FT) WEST OF THE HIGHWAY CENTERLINE,
 MN0360'10.4 METERS (34 FT) SOUTH OF THE CENTER OF THE ROAD, 0.6 METER (2 FT)
 MN0360'SOUTH-SOUTHEAST OF JUNCTION POWER POLE AND 0.9 METER (3 FT) EAST OF A
 MN0360'RESIDENCE IMFORMATION SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0360'THROUGH A 5-INCH LOGO CAP.
 MN0360'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MN0360
 MN0360                          STATION RECOVERY (2007)
 MN0360
 MN0360'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (TS)
 MN0360'RECOVERED BY NEDR AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0383 ***********************************************************************
 MN0383  DESIGNATION -  Y 418
 MN0383  PID         -  MN0383
 MN0383  STATE/COUNTY-  NE/CHEYENNE
 MN0383  COUNTRY     -  US
 MN0383  USGS QUAD   -  SIDNEY MUNICIPAL AIRPORT (2017)
 MN0383
 MN0383                         *CURRENT SURVEY CONTROL
 MN0383  ______________________________________________________________________
 MN0383* NAD 83(1986) POSITION- 41 06 35.     (N) 102 59 36.     (W)   SCALED
 MN0383* NAVD 88 ORTHO HEIGHT -  1312.947 (meters)     4307.56  (feet) ADJUSTED
 MN0383  ______________________________________________________________________
 MN0383  GEOID HEIGHT    -        -19.751 (meters)                     GEOID18
 MN0383  DYNAMIC HEIGHT  -       1312.009 (meters)     4304.48  (feet) COMP
 MN0383  MODELED GRAVITY -    979,863.8   (mgal)                       NAVD 88
 MN0383
 MN0383  VERT ORDER      -  FIRST     CLASS II
 MN0383
 MN0383.The horizontal coordinates were scaled from a map and have
 MN0383.an estimated accuracy of +/- 6 seconds.
 MN0383
 MN0383.The orthometric height was determined by differential leveling and
 MN0383.adjusted by the NATIONAL GEODETIC SURVEY
 MN0383.in June 1991.
 MN0383
 MN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0383.GEOID18 height accuracy estimate available here.
 MN0383
 MN0383.Click photographs - Photos may exist for this station.
 MN0383
 MN0383.The dynamic height is computed by dividing the NAVD 88
 MN0383.geopotential number by the normal gravity value computed on the
 MN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0383.degrees latitude (g = 980.6199 gals.).
 MN0383
 MN0383.The modeled gravity was interpolated from observed gravity values.
 MN0383
 MN0383;                    North         East    Units  Estimated Accuracy
 MN0383;SPC NE       -   146,060.      248,700.      MT  (+/- 180 meters Scaled)
 MN0383
 MN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF684528(NAD 83)
 MN0383
 MN0383                          SUPERSEDED SURVEY CONTROL
 MN0383
 MN0383.No superseded survey control is available for this station.
 MN0383
 MN0383_MARKER: I = METAL ROD
 MN0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0383_STAMPING: Y 418 1985
 MN0383_MARK LOGO: NGS
 MN0383_PROJECTION: FLUSH
 MN0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0383_ROD/PIPE-DEPTH: 9.6 meters
 MN0383
 MN0383  HISTORY     - Date     Condition        Report By
 MN0383  HISTORY     - 1985     MONUMENTED       NGS
 MN0383
 MN0383                          STATION DESCRIPTION
 MN0383
 MN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0383'5.7 KM (3.55 MI) SOUTH FROM SIDNEY.
 MN0383'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0383'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 1.9 KM
 MN0383'(1.2 MI) SOUTHWEST ALONG STATE ROUTE 19, AT THE NORTH EDGE OF A SHORT
 MN0383'NORTH-SOUTH FENCE, 26.3 METERS (86.4 FT) SOUTH OF THE HIGHWAY
 MN0383'CENTERLINE, 0.7 METERS (2.4 FT) NORTH OF A WOODEN FENCE POST AND
 MN0383'0.7 METER (2.5 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER.
 MN0383'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0383'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0383'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0326 ***********************************************************************
 MM0326  DESIGNATION -  Y 422
 MM0326  PID         -  MM0326
 MM0326  STATE/COUNTY-  NE/KEITH
 MM0326  COUNTRY     -  US
 MM0326  USGS QUAD   -  OGALLALA SE (2017)
 MM0326
 MM0326                         *CURRENT SURVEY CONTROL
 MM0326  ______________________________________________________________________
 MM0326* NAD 83(1986) POSITION- 41 07 26.14   (N) 101 30 27.46   (W)   HD_HELD1
 MM0326* NAVD 88 ORTHO HEIGHT -   951.812 (meters)     3122.74  (feet) ADJUSTED
 MM0326  ______________________________________________________________________
 MM0326  GEOID HEIGHT    -        -21.332 (meters)                     GEOID18
 MM0326  DYNAMIC HEIGHT  -        951.225 (meters)     3120.81  (feet) COMP
 MM0326  MODELED GRAVITY -    979,975.0   (mgal)                       NAVD 88
 MM0326
 MM0326  VERT ORDER      -  FIRST     CLASS II
 MM0326
 MM0326.The horizontal coordinates were determined by differentially corrected
 MM0326.hand held GPS observations or other comparable positioning techniques
 MM0326.and have an estimated accuracy of +/- 3 meters.
 MM0326
 MM0326.The orthometric height was determined by differential leveling and
 MM0326.adjusted by the NATIONAL GEODETIC SURVEY
 MM0326.in June 1991.
 MM0326
 MM0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0326.GEOID18 height accuracy estimate available here.
 MM0326
 MM0326.Click photographs - Photos may exist for this station.
 MM0326
 MM0326.The dynamic height is computed by dividing the NAVD 88
 MM0326.geopotential number by the normal gravity value computed on the
 MM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0326.degrees latitude (g = 980.6199 gals.).
 MM0326
 MM0326.The modeled gravity was interpolated from observed gravity values.
 MM0326
 MM0326;                    North         East    Units  Estimated Accuracy
 MM0326;SPC NE       -   144,392.9     373,440.2     MT  (+/- 3 meters HH1 GPS) 
 MM0326
 MM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8949055545(NAD 83)
 MM0326
 MM0326                          SUPERSEDED SURVEY CONTROL
 MM0326
 MM0326  NGVD 29 (02/14/92)  951.392  (m)         3121.36   (f) ADJUSTED    1 2
 MM0326
 MM0326.Superseded values are not recommended for survey control.
 MM0326
 MM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0326.See file dsdata.pdf to determine how the superseded data were derived.
 MM0326
 MM0326_MARKER: I = METAL ROD
 MM0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0326_STAMPING: Y 422 1986
 MM0326_MARK LOGO: NGS
 MM0326_PROJECTION: FLUSH
 MM0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0326_ROD/PIPE-DEPTH: 17.0 meters
 MM0326
 MM0326  HISTORY     - Date     Condition        Report By
 MM0326  HISTORY     - 1986     MONUMENTED       NGS
 MM0326
 MM0326                          STATION DESCRIPTION
 MM0326
 MM0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0326'12.7 KM (7.9 MI) WEST FROM PAXTON.
 MM0326'12.72 KM (7.95 MI) WEST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0326'STATE HIGHWAY 51 C AT PAXTON, ON THE OUTSIDE OF A HIGHWAY CURVE, 7.1
 MM0326'METERS (23.5 FT) WEST OF THE NORTHWEST CORNER OF A UNION PACIFIC
 MM0326'RAILROAD SIGNAL CONTROL BOX, 28.2 METERS (92.5 FT) SOUTH OF THE
 MM0326'HIGHWAY CENTERLINE, 11.7 METERS (38.5 FT) NORTH OF THE NORTH RAIL AND
 MM0326'1.8 METERS (6 FT) WEST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM
 MM0326'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0326'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0326'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0974 ***********************************************************************
 LH0974  DESIGNATION -  Y 423
 LH0974  PID         -  LH0974
 LH0974  STATE/COUNTY-  NE/GOSPER
 LH0974  COUNTRY     -  US
 LH0974  USGS QUAD   -  ARAPAHOE NW (2017)
 LH0974
 LH0974                         *CURRENT SURVEY CONTROL
 LH0974  ______________________________________________________________________
 LH0974* NAD 83(1986) POSITION- 40 28 53.     (N) 099 53 11.     (W)   SCALED
 LH0974* NAVD 88 ORTHO HEIGHT -   736.551 (meters)     2416.50  (feet) ADJUSTED
 LH0974  ______________________________________________________________________
 LH0974  GEOID HEIGHT    -        -24.488 (meters)                     GEOID18
 LH0974  DYNAMIC HEIGHT  -        736.079 (meters)     2414.95  (feet) COMP
 LH0974  MODELED GRAVITY -    979,960.9   (mgal)                       NAVD 88
 LH0974
 LH0974  VERT ORDER      -  FIRST     CLASS II
 LH0974
 LH0974.The horizontal coordinates were scaled from a map and have
 LH0974.an estimated accuracy of +/- 6 seconds.
 LH0974
 LH0974.The orthometric height was determined by differential leveling and
 LH0974.adjusted by the NATIONAL GEODETIC SURVEY
 LH0974.in June 1991.
 LH0974
 LH0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0974.GEOID18 height accuracy estimate available here.
 LH0974
 LH0974.Click photographs - Photos may exist for this station.
 LH0974
 LH0974.The dynamic height is computed by dividing the NAVD 88
 LH0974.geopotential number by the normal gravity value computed on the
 LH0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0974.degrees latitude (g = 980.6199 gals.).
 LH0974
 LH0974.The modeled gravity was interpolated from observed gravity values.
 LH0974
 LH0974;                    North         East    Units  Estimated Accuracy
 LH0974;SPC NE       -    71,960.      509,630.      MT  (+/- 180 meters Scaled)
 LH0974
 LH0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK248815(NAD 83)
 LH0974
 LH0974                          SUPERSEDED SURVEY CONTROL
 LH0974
 LH0974  NGVD 29 (02/14/92)  736.246  (m)         2415.50   (f) ADJUSTED    1 2
 LH0974
 LH0974.Superseded values are not recommended for survey control.
 LH0974
 LH0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0974.See file dsdata.pdf to determine how the superseded data were derived.
 LH0974
 LH0974_MARKER: I = METAL ROD
 LH0974_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0974_STAMPING: Y 423 1986
 LH0974_MARK LOGO: NGS
 LH0974_PROJECTION: FLUSH
 LH0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0974_ROD/PIPE-DEPTH: 13.4 meters
 LH0974
 LH0974  HISTORY     - Date     Condition        Report By
 LH0974  HISTORY     - 1986     MONUMENTED       NGS
 LH0974
 LH0974                          STATION DESCRIPTION
 LH0974
 LH0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0974'19.7 KM (12.25 MI) NORTH FROM ARAPAHOE.
 LH0974'19.76 KM (12.35 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0974'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE JUNCTION
 LH0974'OF A GRAVELROAD, 0.52 KM (0.32 MI) NORTH OF MILEPOST 33, 20.4 METERS
 LH0974'(67 FT) EAST OF THE HIGHWAY CENTERLINE, 16.4 METERS (54 FT) SOUTH OF
 LH0974'THE CENTER OF THE ROAD, 7.8 METERS (25.5 FT) SOUTH OF THE SOUTHEAST
 LH0974'CORNER OF A HEADWALL FOR A 24-INCH METAL PIPE CULVERT, 3.3 METERS
 LH0974'(11 FT) NORTHWEST OF AN ELECTRIC FENCE AND 1.8 METERS (6 FT) EAST OF A
 LH0974'RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0974'5-INCH LOGO CAP.
 LH0974'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0974'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0304 ***********************************************************************
 MM0304  DESIGNATION -  Y 425
 MM0304  PID         -  MM0304
 MM0304  STATE/COUNTY-  NE/LINCOLN
 MM0304  COUNTRY     -  US
 MM0304  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0304
 MM0304                         *CURRENT SURVEY CONTROL
 MM0304  ______________________________________________________________________
 MM0304* NAD 83(1986) POSITION- 41 07 54.5    (N) 100 45 21.5    (W)   HD_HELD2
 MM0304* NAVD 88 ORTHO HEIGHT -   854.507 (meters)     2803.50  (feet) ADJUSTED
 MM0304  ______________________________________________________________________
 MM0304  GEOID HEIGHT    -        -22.195 (meters)                     GEOID18
 MM0304  DYNAMIC HEIGHT  -        854.009 (meters)     2801.86  (feet) COMP
 MM0304  MODELED GRAVITY -    980,013.2   (mgal)                       NAVD 88
 MM0304
 MM0304  VERT ORDER      -  FIRST     CLASS II
 MM0304
 MM0304.The horizontal coordinates were established by autonomous hand held GPS
 MM0304.observations and have an estimated accuracy of +/- 10 meters.
 MM0304
 MM0304.The orthometric height was determined by differential leveling and
 MM0304.adjusted by the NATIONAL GEODETIC SURVEY
 MM0304.in June 1994.
 MM0304
 MM0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0304.GEOID18 height accuracy estimate available here.
 MM0304
 MM0304.Click photographs - Photos may exist for this station.
 MM0304
 MM0304.The dynamic height is computed by dividing the NAVD 88
 MM0304.geopotential number by the normal gravity value computed on the
 MM0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0304.degrees latitude (g = 980.6199 gals.).
 MM0304
 MM0304.The modeled gravity was interpolated from observed gravity values.
 MM0304
 MM0304;                    North         East    Units  Estimated Accuracy
 MM0304;SPC NE       -   144,441.      436,544.      MT  (+/- 10 meters HH2 GPS)
 MM0304
 MM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5261154874(NAD 83)
 MM0304
 MM0304                          SUPERSEDED SURVEY CONTROL
 MM0304
 MM0304  NAVD 88 (06/15/91)  854.515  (m)         2803.52   (f) SUPERSEDED  1 2
 MM0304  NGVD 29 (02/14/92)  854.158  (m)         2802.35   (f) ADJUSTED    1 2
 MM0304
 MM0304.Superseded values are not recommended for survey control.
 MM0304
 MM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0304.See file dsdata.pdf to determine how the superseded data were derived.
 MM0304
 MM0304_MARKER: DV = VERTICAL CONTROL DISK
 MM0304_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0304_SP_SET: BUILDING
 MM0304_STAMPING: Y 425 1986
 MM0304_MARK LOGO: NGS
 MM0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0304+STABILITY: POSITION/ELEVATION WELL
 MM0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0304+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2007
 MM0304
 MM0304  HISTORY     - Date     Condition        Report By
 MM0304  HISTORY     - 1986     MONUMENTED       NGS
 MM0304  HISTORY     - 19910821 GOOD             NGS
 MM0304  HISTORY     - 20071026 GOOD             GEOCAC
 MM0304
 MM0304                          STATION DESCRIPTION
 MM0304
 MM0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0304'1.1 KM (0.7 MI) EAST FROM NORTH PLATTE.
 MM0304'THE MARK IS 1.5 M ABOVE THE GROUND.
 MM0304'0.74 KM (0.46 MI) EAST ALONG US HIGHWAY 30 (4TH STREET) FROM THE
 MM0304'JUNCTION OF US HIGHWAY 83 (JEFFERS STREET) AT NORTH PLATTE, THENCE
 MM0304'0.40 KM (0.25 MI) SOUTH ALONG SILBER AVENUE, VERTICALLY, IN THE EAST
 MM0304'FACE OF THE CRAFT STATE OFFICE BUILDING, 0.6 METER (2 FT) NORTH OF THE
 MM0304'SOUTHEAST CORNER OF THE BUILDING, 29.8 METERS (98 FT) WEST OF THE WEST
 MM0304'CURB OF SILBER AVENUE AND 14.6 METERS (48 FT) NORTH OF THE NORTH CURB
 MM0304'OF C STREET.
 MM0304
 MM0304                          STATION RECOVERY (1991)
 MM0304
 MM0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0304'IN NORTH PLATTE, AT THE INTERSECTION OF SOUTH SILBER AVENUE AND EAST
 MM0304'C STREET, SET VERTICALLY IN THE EAST FACE OF THE CRAFT STATE OFFICE,
 MM0304'35.8 M (117.5 FT) WEST OF THE AVENUE CENTERLINE, 20.2 M (66.3 FT)
 MM0304'NORTH OF THE STREET CENTER, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE,
 MM0304'AND 0.7 M (2.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 MM0304
 MM0304                          STATION RECOVERY (2007)
 MM0304
 MM0304'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 MM0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0350 ***********************************************************************
 MM0350  DESIGNATION -  Y 426
 MM0350  PID         -  MM0350
 MM0350  STATE/COUNTY-  NE/LINCOLN
 MM0350  COUNTRY     -  US
 MM0350  USGS QUAD   -  MAXWELL (2017)
 MM0350
 MM0350                         *CURRENT SURVEY CONTROL
 MM0350  ______________________________________________________________________
 MM0350* NAD 83(1986) POSITION- 41 06 25.     (N) 100 37 20.     (W)   SCALED
 MM0350* NAVD 88 ORTHO HEIGHT -   839.449 (meters)     2754.09  (feet) ADJUSTED
 MM0350  ______________________________________________________________________
 MM0350  GEOID HEIGHT    -        -22.380 (meters)                     GEOID18
 MM0350  DYNAMIC HEIGHT  -        838.950 (meters)     2752.46  (feet) COMP
 MM0350  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 MM0350
 MM0350  VERT ORDER      -  FIRST     CLASS II
 MM0350
 MM0350.The horizontal coordinates were scaled from a map and have
 MM0350.an estimated accuracy of +/- 6 seconds.
 MM0350
 MM0350.The orthometric height was determined by differential leveling and
 MM0350.adjusted by the NATIONAL GEODETIC SURVEY
 MM0350.in June 1991.
 MM0350
 MM0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0350.GEOID18 height accuracy estimate available here.
 MM0350
 MM0350.Click photographs - Photos may exist for this station.
 MM0350
 MM0350.The dynamic height is computed by dividing the NAVD 88
 MM0350.geopotential number by the normal gravity value computed on the
 MM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0350.degrees latitude (g = 980.6199 gals.).
 MM0350
 MM0350.The modeled gravity was interpolated from observed gravity values.
 MM0350
 MM0350;                    North         East    Units  Estimated Accuracy
 MM0350;SPC NE       -   141,590.      447,750.      MT  (+/- 180 meters Scaled)
 MM0350
 MM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL637518(NAD 83)
 MM0350
 MM0350                          SUPERSEDED SURVEY CONTROL
 MM0350
 MM0350  NGVD 29 (02/14/92)  839.097  (m)         2752.94   (f) ADJUSTED    1 2
 MM0350
 MM0350.Superseded values are not recommended for survey control.
 MM0350
 MM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0350.See file dsdata.pdf to determine how the superseded data were derived.
 MM0350
 MM0350_MARKER: I = METAL ROD
 MM0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0350_STAMPING: Y 426 1986
 MM0350_MARK LOGO: NGS
 MM0350_PROJECTION: FLUSH
 MM0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0350_ROD/PIPE-DEPTH: 8.2 meters
 MM0350
 MM0350  HISTORY     - Date     Condition        Report By
 MM0350  HISTORY     - 1986     MONUMENTED       NGS
 MM0350
 MM0350                          STATION DESCRIPTION
 MM0350
 MM0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0350'9.4 KM (5.85 MI) NW FROM MAXWELL.
 MM0350'9.45 KM (5.9 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0350'AT MAXWELL, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 184, 0.15 KM (0.1
 MM0350'MI) NORTHWEST OF A HIGH TENSION POWER LINE CROSSING, 36.1 METERS
 MM0350'(118.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 6.5 METERS (21.5 FT)
 MM0350'NORTHWEST OF THE NORTHWEST END OF A WIRE GATE AND 0.3 METER (1 FT)
 MM0350'NORTHEAST OF A FENCE T JUNCTION.  NOTE--ACCESS TO DATUM POINT IS HAD
 MM0350'THROUGH A 5-INCH LOGO CAP.
 MM0350'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MM0350'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1345 ***********************************************************************
 MJ1345  DESIGNATION -  Y 428
 MJ1345  PID         -  MJ1345
 MJ1345  STATE/COUNTY-  NE/DOUGLAS
 MJ1345  COUNTRY     -  US
 MJ1345  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1345
 MJ1345                         *CURRENT SURVEY CONTROL
 MJ1345  ______________________________________________________________________
 MJ1345* NAD 83(1986) POSITION- 41 13 31.     (N) 095 57 41.     (W)   SCALED
 MJ1345* NAVD 88 ORTHO HEIGHT -   350.070 (meters)     1148.52  (feet) ADJUSTED
 MJ1345  ______________________________________________________________________
 MJ1345  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 MJ1345  DYNAMIC HEIGHT  -        349.923 (meters)     1148.04  (feet) COMP
 MJ1345  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 MJ1345
 MJ1345  VERT ORDER      -  FIRST     CLASS II
 MJ1345
 MJ1345.The horizontal coordinates were scaled from a map and have
 MJ1345.an estimated accuracy of +/- 6 seconds.
 MJ1345
 MJ1345.The orthometric height was determined by differential leveling and
 MJ1345.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1345.in June 1991.
 MJ1345
 MJ1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1345.GEOID18 height accuracy estimate available here.
 MJ1345
 MJ1345.Click photographs - Photos may exist for this station.
 MJ1345
 MJ1345.The dynamic height is computed by dividing the NAVD 88
 MJ1345.geopotential number by the normal gravity value computed on the
 MJ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1345.degrees latitude (g = 980.6199 gals.).
 MJ1345
 MJ1345.The modeled gravity was interpolated from observed gravity values.
 MJ1345
 MJ1345;                    North         East    Units  Estimated Accuracy
 MJ1345;SPC NE       -   162,450.      838,400.      MT  (+/- 180 meters Scaled)
 MJ1345
 MJ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF517679(NAD 83)
 MJ1345
 MJ1345                          SUPERSEDED SURVEY CONTROL
 MJ1345
 MJ1345.No superseded survey control is available for this station.
 MJ1345
 MJ1345_MARKER: DV = VERTICAL CONTROL DISK
 MJ1345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1345_SP_SET: ABUTMENT
 MJ1345_STAMPING: Y 428 1989
 MJ1345_MARK LOGO: NGS
 MJ1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1345+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2011
 MJ1345
 MJ1345  HISTORY     - Date     Condition        Report By
 MJ1345  HISTORY     - 1989     MONUMENTED       NGS
 MJ1345  HISTORY     - 20051107 GOOD             NEDR
 MJ1345  HISTORY     - 20110307 GOOD             INDIV
 MJ1345
 MJ1345                          STATION DESCRIPTION
 MJ1345
 MJ1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1345'3.7 KM (2.30 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 MJ1345'JUNCTION WITH 60TH STREET IN OMAHA, IN TOP OF AND 2.1 M (6.9 FT)
 MJ1345'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD
 MJ1345'OVERPASS OF THE MISSOURI RAILROAD, 2.5 M (8.2 FT) NORTH OF THE NEAR
 MJ1345'RAIL, AND 2.0 M (6.6 FT) BELOW THE THE LEVEL OF THE TRACK.
 MJ1345
 MJ1345                          STATION RECOVERY (2005)
 MJ1345
 MJ1345'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MJ1345'RECOVERED IN GOOD CONDITION.
 MJ1345
 MJ1345                          STATION RECOVERY (2011)
 MJ1345
 MJ1345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ1345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0544 ***********************************************************************
 NO0544  CBN         -  This is a Cooperative Base Network Control Station.
 NO0544  DESIGNATION -  Y 431
 NO0544  PID         -  NO0544
 NO0544  STATE/COUNTY-  NE/CHERRY
 NO0544  COUNTRY     -  US
 NO0544  USGS QUAD   -  SQUARE LAKE (2017)
 NO0544
 NO0544                         *CURRENT SURVEY CONTROL
 NO0544  ______________________________________________________________________
 NO0544* NAD 83(2011) POSITION- 42 28 40.82153(N) 100 53 41.10295(W)   ADJUSTED
 NO0544* NAD 83(2011) ELLIP HT-   915.508 (meters)        (06/27/12)   ADJUSTED
 NO0544* NAD 83(2011) EPOCH   -  2010.00
 NO0544* NAVD 88 ORTHO HEIGHT -   936.249 (meters)     3071.68  (feet) ADJUSTED
 NO0544  ______________________________________________________________________
 NO0544  GEOID HEIGHT    -        -20.746 (meters)                     GEOID18
 NO0544  NAD 83(2011) X  -   -890,590.400 (meters)                     COMP
 NO0544  NAD 83(2011) Y  - -4,627,053.296 (meters)                     COMP
 NO0544  NAD 83(2011) Z  -  4,285,531.378 (meters)                     COMP
 NO0544  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 NO0544  DYNAMIC HEIGHT  -        935.815 (meters)     3070.25  (feet) COMP
 NO0544  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 NO0544
 NO0544  VERT ORDER      -  FIRST     CLASS II
 NO0544
 NO0544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0544  Standards:
 NO0544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0544  -------------------------------------------------------------------
 NO0544  NETWORK    0.54   1.55           0.26   0.16   0.79     -0.02957432
 NO0544  -------------------------------------------------------------------
 NO0544  Click here for local accuracies and other accuracy information.
 NO0544
 NO0544.The horizontal coordinates were established by GPS observations
 NO0544.and adjusted by the National Geodetic Survey in June 2012.
 NO0544
 NO0544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0544.been affixed to the stable North American tectonic plate. See 
 NO0544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0544
 NO0544.The horizontal coordinates are valid at the epoch date displayed above
 NO0544.which is a decimal equivalence of Year/Month/Day.
 NO0544
 NO0544.The orthometric height was determined by differential leveling and
 NO0544.adjusted by the NATIONAL GEODETIC SURVEY
 NO0544.in June 1994.
 NO0544
 NO0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0544.GEOID18 height accuracy estimate available here.
 NO0544
 NO0544.Click photographs - Photos may exist for this station.
 NO0544
 NO0544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0544
 NO0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0544
 NO0544.The ellipsoidal height was determined by GPS observations
 NO0544.and is referenced to NAD 83.
 NO0544
 NO0544.The dynamic height is computed by dividing the NAVD 88
 NO0544.geopotential number by the normal gravity value computed on the
 NO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0544.degrees latitude (g = 980.6199 gals.).
 NO0544
 NO0544.The modeled gravity was interpolated from observed gravity values.
 NO0544
 NO0544. The following values were computed from the NAD 83(2011) position.
 NO0544
 NO0544;                    North         East     Units Scale Factor Converg.
 NO0544;SPC NE       -   294,020.902   426,442.426   MT  0.99980269   -0 35 34.6
 NO0544;SPC NE       -   964,633.58  1,399,086.53   sFT  0.99980269   -0 35 34.6
 NO0544;UTM  14      - 4,704,590.255   344,258.555   MT  0.99989843   -1 16 47.3
 NO0544
 NO0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0544!SPC NE       -   0.99985644  x   0.99980269  =   0.99965916
 NO0544!UTM  14      -   0.99985644  x   0.99989843  =   0.99975488
 NO0544
 NO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4425804590(NAD 83)
 NO0544
 NO0544                          SUPERSEDED SURVEY CONTROL
 NO0544
 NO0544  NAD 83(2007)-  42 28 40.82139(N)    100 53 41.10401(W) AD(2002.00) 0
 NO0544  ELLIP H (02/10/07)  915.535  (m)                       GP(2002.00)    
 NO0544  ELLIP H (09/24/01)  915.511  (m)                       GP(       ) 4 1
 NO0544  NAD 83(1995)-  42 28 40.82099(N)    100 53 41.10386(W) AD(       ) B
 NO0544  ELLIP H (06/25/96)  915.558  (m)                       GP(       ) 1 1
 NO0544  NAVD 88             936.25   (m)         3071.7    (f) LEVELING    3  
 NO0544  NGVD 29 (02/14/92)  935.955  (m)         3070.71   (f) ADJUSTED    1 2
 NO0544
 NO0544.Superseded values are not recommended for survey control.
 NO0544
 NO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0544.See file dsdata.pdf to determine how the superseded data were derived.
 NO0544
 NO0544_MARKER: F = FLANGE-ENCASED ROD
 NO0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0544_STAMPING: Y 431 1991
 NO0544_MARK LOGO: NGS
 NO0544_PROJECTION: RECESSED 3 CENTIMETERS
 NO0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0544+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 NO0544_ROD/PIPE-DEPTH: 11.9 meters
 NO0544
 NO0544  HISTORY     - Date     Condition        Report By
 NO0544  HISTORY     - 1991     MONUMENTED       NGS
 NO0544  HISTORY     - 19950407 GOOD             NGS
 NO0544  HISTORY     - 20200708 GOOD             NEGS
 NO0544
 NO0544                          STATION DESCRIPTION
 NO0544
 NO0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0544'58.7 KM (36.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0544'OF STATE HIGHWAY 2 IN MULLEN, 16.6 M (54.5 FT) WEST OF AND LEVEL WITH
 NO0544'THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF A
 NO0544'CATTLE GUARD AND DIRT ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST
 NO0544'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0544'CAP.
 NO0544
 NO0544                          STATION RECOVERY (1995)
 NO0544
 NO0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0544'THE MARK IS LOCATED ABOUT 38.75 MI (62.36 KM) SOUTHWEST OF VALENTINE,
 NO0544'36.5 MI (58.7 KM) NORTH OF MULLEN, ON THE WEST RIGHT-OF-WAY OF STATE
 NO0544'HIGHWAY 97 AND IN THE NE1/4, SEC24, T29N, R31W.  TO REACH THE MARK
 NO0544'FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 97 AT MULLEN, GO NORTH ON
 NO0544'HIGHWAY 97 FOR 58.7 KM (36.45 MI) TO THE MARK ON THE LEFT, AT A RANCH
 NO0544'ENTRANCE AND ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY.  THE MARK IS A
 NO0544'STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A LOGO CAP THAT IS
 NO0544'FLUSH WITH THE GROUND.  IT IS 16.6 M (54.5 FT) WEST FROM THE
 NO0544'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) SOUTH FROM THE CENTER OF A
 NO0544'CATTLE GUARD AND THE CENTERLINE OF THE RANCH ROAD AND 0.3 M (1.0 FT)
 NO0544'EAST FROM A WITNESS POST AND THE WEST RIGHT-OF-WAY FENCE. ACCESS TO
 NO0544'THE MARK IS THROUGH THE LOGO CAP.
 NO0544
 NO0544                          STATION RECOVERY (2020)
 NO0544
 NO0544'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 NO0544'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 97 IN
 NO0544'VALENTINE, NE., GO SOUTHWEST ON NE. HIGHWAY 97 FOR 37.50 MI (60.34 KM)
 NO0544'TO THE BENCH MARK ON THE RIGHT (WEST) SIDE OF THE HIGHWAY.
 NO0544'
 NO0544'THE MARK IS 40.0 FT (12.2 M) SOUTH FROM THE CENTERLINE OF A PRIVATE
 NO0544'DRIVE WEST, 1.0 FT (0.3 M) EAST FROM ORANGE FIBERGLASS WITNESS POST
 NO0544'AND 54.5 FT (16.6 M) WEST OF THE CENTERLINE OF NE. HIGHWAY 97.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0563 ***********************************************************************
 NO0563  DESIGNATION -  Y 432
 NO0563  PID         -  NO0563
 NO0563  STATE/COUNTY-  NE/CHERRY
 NO0563  COUNTRY     -  US
 NO0563  USGS QUAD   -  MULLEN NE (2017)
 NO0563
 NO0563                         *CURRENT SURVEY CONTROL
 NO0563  ______________________________________________________________________
 NO0563* NAD 83(1986) POSITION- 42 14 03.     (N) 101 02 14.     (W)   SCALED
 NO0563* NAVD 88 ORTHO HEIGHT -  1001.930 (meters)     3287.17  (feet) ADJUSTED
 NO0563  ______________________________________________________________________
 NO0563  GEOID HEIGHT    -        -20.546 (meters)                     GEOID18
 NO0563  DYNAMIC HEIGHT  -       1001.414 (meters)     3285.47  (feet) COMP
 NO0563  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 NO0563
 NO0563  VERT ORDER      -  FIRST     CLASS II
 NO0563
 NO0563.The horizontal coordinates were scaled from a map and have
 NO0563.an estimated accuracy of +/- 6 seconds.
 NO0563
 NO0563.The orthometric height was determined by differential leveling and
 NO0563.adjusted by the NATIONAL GEODETIC SURVEY
 NO0563.in June 1994.
 NO0563
 NO0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0563.GEOID18 height accuracy estimate available here.
 NO0563
 NO0563.Click photographs - Photos may exist for this station.
 NO0563
 NO0563.The dynamic height is computed by dividing the NAVD 88
 NO0563.geopotential number by the normal gravity value computed on the
 NO0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0563.degrees latitude (g = 980.6199 gals.).
 NO0563
 NO0563.The modeled gravity was interpolated from observed gravity values.
 NO0563
 NO0563;                    North         East    Units  Estimated Accuracy
 NO0563;SPC NE       -   267,070.      414,410.      MT  (+/- 180 meters Scaled)
 NO0563
 NO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM318777(NAD 83)
 NO0563
 NO0563                          SUPERSEDED SURVEY CONTROL
 NO0563
 NO0563  NGVD 29 (02/14/92) 1001.605  (m)         3286.10   (f) ADJUSTED    1 2
 NO0563
 NO0563.Superseded values are not recommended for survey control.
 NO0563
 NO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0563.See file dsdata.pdf to determine how the superseded data were derived.
 NO0563
 NO0563_MARKER: I = METAL ROD
 NO0563_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0563_STAMPING: Y 432 1991
 NO0563_MARK LOGO: NGS
 NO0563_PROJECTION: FLUSH
 NO0563_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0563+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0563_ROD/PIPE-DEPTH: 14.0 meters
 NO0563_SLEEVE-DEPTH  : 0.9 meters
 NO0563
 NO0563  HISTORY     - Date     Condition        Report By
 NO0563  HISTORY     - 1991     MONUMENTED       NGS
 NO0563
 NO0563                          STATION DESCRIPTION
 NO0563
 NO0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0563'21.9 KM (13.60 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0563'OF STATE HIGHWAY 2 IN MULLEN, 85.3 M (279.9 FT) SOUTH OF THE EXTENDED
 NO0563'CENTER OF A PAVED ROAD LEADING TO A RANCH HOUSE, 32.0 M (105.0 FT)
 NO0563'EAST OF THE HIGHWAY CENTERLINE, 9.7 M (31.8 FT) NORTH OF A T-FENCE
 NO0563'CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 NO0563'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0563'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NO0563'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0525 ***********************************************************************
 MM0525  DESIGNATION -  Y 433
 MM0525  PID         -  MM0525
 MM0525  STATE/COUNTY-  NE/HOOKER
 MM0525  COUNTRY     -  US
 MM0525  USGS QUAD   -  DISMAL RIVER RANCH (2017)
 MM0525
 MM0525                         *CURRENT SURVEY CONTROL
 MM0525  ______________________________________________________________________
 MM0525* NAD 83(1986) POSITION- 41 48 09.     (N) 101 00 43.     (W)   SCALED
 MM0525* NAVD 88 ORTHO HEIGHT -  1007.316 (meters)     3304.84  (feet) ADJUSTED
 MM0525  ______________________________________________________________________
 MM0525  GEOID HEIGHT    -        -20.917 (meters)                     GEOID18
 MM0525  DYNAMIC HEIGHT  -       1006.759 (meters)     3303.01  (feet) COMP
 MM0525  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 MM0525
 MM0525  VERT ORDER      -  FIRST     CLASS II
 MM0525
 MM0525.The horizontal coordinates were scaled from a map and have
 MM0525.an estimated accuracy of +/- 6 seconds.
 MM0525
 MM0525.The orthometric height was determined by differential leveling and
 MM0525.adjusted by the NATIONAL GEODETIC SURVEY
 MM0525.in June 1994.
 MM0525
 MM0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0525.GEOID18 height accuracy estimate available here.
 MM0525
 MM0525.Click photographs - Photos may exist for this station.
 MM0525
 MM0525.The dynamic height is computed by dividing the NAVD 88
 MM0525.geopotential number by the normal gravity value computed on the
 MM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0525.degrees latitude (g = 980.6199 gals.).
 MM0525
 MM0525.The modeled gravity was interpolated from observed gravity values.
 MM0525
 MM0525;                    North         East    Units  Estimated Accuracy
 MM0525;SPC NE       -   219,120.      415,930.      MT  (+/- 180 meters Scaled)
 MM0525
 MM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM328298(NAD 83)
 MM0525
 MM0525                          SUPERSEDED SURVEY CONTROL
 MM0525
 MM0525  NGVD 29 (02/14/92) 1006.980  (m)         3303.73   (f) ADJUSTED    1 2
 MM0525
 MM0525.Superseded values are not recommended for survey control.
 MM0525
 MM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0525.See file dsdata.pdf to determine how the superseded data were derived.
 MM0525
 MM0525_MARKER: I = METAL ROD
 MM0525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0525_STAMPING: Y 433 1991
 MM0525_MARK LOGO: NGS
 MM0525_PROJECTION: FLUSH
 MM0525_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0525+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0525_ROD/PIPE-DEPTH: 17.8 meters
 MM0525_SLEEVE-DEPTH  : 0.9 meters
 MM0525
 MM0525  HISTORY     - Date     Condition        Report By
 MM0525  HISTORY     - 1991     MONUMENTED       NGS
 MM0525
 MM0525                          STATION DESCRIPTION
 MM0525
 MM0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0525'28.2 KM (17.50 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0525'OF STATE HIGHWAY 2 IN MULLEN, 37.2 M (122.0 FT) SOUTH OF THE HIGHWAY
 MM0525'CENTERLINE, 25.1 M (82.3 FT) WEST OF A T-FENCE CORNER, 18.4 M (60.4
 MM0525'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 MM0525'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 MM0525'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0525'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1434 ***********************************************************************
 LH1434  DESIGNATION -  Y 434
 LH1434  PID         -  LH1434
 LH1434  STATE/COUNTY-  NE/DAWSON
 LH1434  COUNTRY     -  US
 LH1434  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1434
 LH1434                         *CURRENT SURVEY CONTROL
 LH1434  ______________________________________________________________________
 LH1434* NAD 83(1986) POSITION- 40 43 52.     (N) 099 28 59.     (W)   SCALED
 LH1434* NAVD 88 ORTHO HEIGHT -   700.689 (meters)     2298.84  (feet) ADJUSTED
 LH1434  ______________________________________________________________________
 LH1434  GEOID HEIGHT    -        -24.202 (meters)                     GEOID18
 LH1434  DYNAMIC HEIGHT  -        700.275 (meters)     2297.49  (feet) COMP
 LH1434  MODELED GRAVITY -    980,010.8   (mgal)                       NAVD 88
 LH1434
 LH1434  VERT ORDER      -  FIRST     CLASS II
 LH1434
 LH1434.The horizontal coordinates were scaled from a map and have
 LH1434.an estimated accuracy of +/- 6 seconds.
 LH1434
 LH1434.The orthometric height was determined by differential leveling and
 LH1434.adjusted by the NATIONAL GEODETIC SURVEY
 LH1434.in May 1993.
 LH1434
 LH1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1434.GEOID18 height accuracy estimate available here.
 LH1434
 LH1434.Click photographs - Photos may exist for this station.
 LH1434
 LH1434.The dynamic height is computed by dividing the NAVD 88
 LH1434.geopotential number by the normal gravity value computed on the
 LH1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1434.degrees latitude (g = 980.6199 gals.).
 LH1434
 LH1434.The modeled gravity was interpolated from observed gravity values.
 LH1434
 LH1434;                    North         East    Units  Estimated Accuracy
 LH1434;SPC NE       -    99,810.      543,660.      MT  (+/- 180 meters Scaled)
 LH1434
 LH1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML592090(NAD 83)
 LH1434
 LH1434                          SUPERSEDED SURVEY CONTROL
 LH1434
 LH1434  NGVD 29 (02/14/92)  700.422  (m)         2297.97   (f) ADJUSTED    1 2
 LH1434
 LH1434.Superseded values are not recommended for survey control.
 LH1434
 LH1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1434.See file dsdata.pdf to determine how the superseded data were derived.
 LH1434
 LH1434_MARKER: I = METAL ROD
 LH1434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1434_STAMPING: Y 434 1991
 LH1434_MARK LOGO: NGS
 LH1434_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1434_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1434+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1434_ROD/PIPE-DEPTH: 13.7 meters
 LH1434
 LH1434  HISTORY     - Date     Condition        Report By
 LH1434  HISTORY     - 1991     MONUMENTED       NGS
 LH1434
 LH1434                          STATION DESCRIPTION
 LH1434
 LH1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1434'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1434'U.S. HIGHWAY 183 IN ELM CREEK, 57.3 M (188.0 FT) EAST OF THE CENTER
 LH1434'OF A PAVED ROAD, 28.2 M (92.5 FT) SOUTH OF THE CENTERLINE OF THE
 LH1434'HIGHWAY, 13.5 M (44.3 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC
 LH1434'RAILROAD, 1.5 M (4.9 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT)
 LH1434'EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 LH1434'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LH1434'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1460 ***********************************************************************
 LH1460  DESIGNATION -  Y 435
 LH1460  PID         -  LH1460
 LH1460  STATE/COUNTY-  NE/HALL
 LH1460  COUNTRY     -  US
 LH1460  USGS QUAD   -  WOOD RIVER (2017)
 LH1460
 LH1460                         *CURRENT SURVEY CONTROL
 LH1460  ______________________________________________________________________
 LH1460* NAD 83(1986) POSITION- 40 49 12.     (N) 098 35 54.     (W)   SCALED
 LH1460* NAVD 88 ORTHO HEIGHT -   600.060 (meters)     1968.70  (feet) ADJUSTED
 LH1460  ______________________________________________________________________
 LH1460  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 LH1460  DYNAMIC HEIGHT  -        599.734 (meters)     1967.63  (feet) COMP
 LH1460  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 LH1460
 LH1460  VERT ORDER      -  FIRST     CLASS II
 LH1460
 LH1460.The horizontal coordinates were scaled from a map and have
 LH1460.an estimated accuracy of +/- 6 seconds.
 LH1460
 LH1460.The orthometric height was determined by differential leveling and
 LH1460.adjusted by the NATIONAL GEODETIC SURVEY
 LH1460.in May 1993.
 LH1460
 LH1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1460.GEOID18 height accuracy estimate available here.
 LH1460
 LH1460.Click photographs - Photos may exist for this station.
 LH1460
 LH1460.The dynamic height is computed by dividing the NAVD 88
 LH1460.geopotential number by the normal gravity value computed on the
 LH1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1460.degrees latitude (g = 980.6199 gals.).
 LH1460
 LH1460.The modeled gravity was interpolated from observed gravity values.
 LH1460
 LH1460;                    North         East    Units  Estimated Accuracy
 LH1460;SPC NE       -   110,510.      618,210.      MT  (+/- 180 meters Scaled)
 LH1460
 LH1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL338188(NAD 83)
 LH1460
 LH1460                          SUPERSEDED SURVEY CONTROL
 LH1460
 LH1460  NGVD 29 (02/14/92)  599.802  (m)         1967.85   (f) ADJUSTED    1 2
 LH1460
 LH1460.Superseded values are not recommended for survey control.
 LH1460
 LH1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1460.See file dsdata.pdf to determine how the superseded data were derived.
 LH1460
 LH1460_MARKER: DV = VERTICAL CONTROL DISK
 LH1460_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1460_SP_SET: GRAIN ELEVATOR
 LH1460_STAMPING: Y 435 1991
 LH1460_MARK LOGO: NGS
 LH1460_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1460+STABILITY: POSITION/ELEVATION WELL
 LH1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1460+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1460
 LH1460  HISTORY     - Date     Condition        Report By
 LH1460  HISTORY     - 1991     MONUMENTED       NGS
 LH1460
 LH1460                          STATION DESCRIPTION
 LH1460
 LH1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1460'0.1 KM (0.05 MI) SOUTHERLY ALONG EAST STREET FROM THE JUNCTION OF
 LH1460'U.S. HIGHWAY 30 IN WOOD RIVER, THENCE 0.2 KM (0.10 MI) EASTERLY
 LH1460'ALONG A GRAVELED ROAD, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE
 LH1460'GRAIN ELEVATOR OF CARGILL INCORPORATED, 12.4 M (40.7 FT) NORTH OF THE
 LH1460'CENTER OF THE ROAD, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE ROAD, AND
 LH1460'0.3 M (1.0 FT) WEST OF THE SOUTHEAST CORNER.  NOTE--THE MARK IS ON
 LH1460'PROPERTY OWNED BY CARGILL INCORPORATED, CONTACT--OWEN SHUNKWILER,
 LH1460'MANAGER, RURAL ROUTE 1, BOX 1, WOODRIVER, NEBRASKA 68883, TELEPHONE
 LH1460'NUMBER (308) 583-2291.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1502 ***********************************************************************
 LH1502  DESIGNATION -  Y 436
 LH1502  PID         -  LH1502
 LH1502  STATE/COUNTY-  NE/CLAY
 LH1502  COUNTRY     -  US
 LH1502  USGS QUAD   -  HARVARD (2017)
 LH1502
 LH1502                         *CURRENT SURVEY CONTROL
 LH1502  ______________________________________________________________________
 LH1502* NAD 83(1986) POSITION- 40 34 58.     (N) 098 03 06.     (W)   SCALED
 LH1502* NAVD 88 ORTHO HEIGHT -   544.864 (meters)     1787.61  (feet) ADJUSTED
 LH1502  ______________________________________________________________________
 LH1502  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 LH1502  DYNAMIC HEIGHT  -        544.560 (meters)     1786.61  (feet) COMP
 LH1502  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 LH1502
 LH1502  VERT ORDER      -  FIRST     CLASS II
 LH1502
 LH1502.The horizontal coordinates were scaled from a map and have
 LH1502.an estimated accuracy of +/- 6 seconds.
 LH1502
 LH1502.The orthometric height was determined by differential leveling and
 LH1502.adjusted by the NATIONAL GEODETIC SURVEY
 LH1502.in May 1993.
 LH1502
 LH1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1502.GEOID18 height accuracy estimate available here.
 LH1502
 LH1502.Click photographs - Photos may exist for this station.
 LH1502
 LH1502.The dynamic height is computed by dividing the NAVD 88
 LH1502.geopotential number by the normal gravity value computed on the
 LH1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1502.degrees latitude (g = 980.6199 gals.).
 LH1502
 LH1502.The modeled gravity was interpolated from observed gravity values.
 LH1502
 LH1502;                    North         East    Units  Estimated Accuracy
 LH1502;SPC NE       -    85,070.      664,900.      MT  (+/- 180 meters Scaled)
 LH1502
 LH1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK802928(NAD 83)
 LH1502
 LH1502                          SUPERSEDED SURVEY CONTROL
 LH1502
 LH1502.No superseded survey control is available for this station.
 LH1502
 LH1502_MARKER: F = FLANGE-ENCASED ROD
 LH1502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1502_STAMPING: Y 436 1991
 LH1502_MARK LOGO: NGS
 LH1502_PROJECTION: PROJECTING 1 CENTIMETERS
 LH1502_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1502+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 LH1502_ROD/PIPE-DEPTH: 7.4 meters
 LH1502
 LH1502  HISTORY     - Date     Condition        Report By
 LH1502  HISTORY     - 1991     MONUMENTED       NGS
 LH1502  HISTORY     - 20080408 GOOD             JCLS
 LH1502
 LH1502                          STATION DESCRIPTION
 LH1502
 LH1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1502'30.3 KM (18.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1502'OF U.S. HIGHWAY 281 IN HASTINGS, AT THE INTERSECTION OF STATE
 LH1502'HIGHWAY 14, 24.8 M (81.4 FT) NORTH OF THE CENTER OF A ROAD LEADING
 LH1502'NORTH TO HARVARD, 18.3 M (60.0 FT) NORTH OF THE CENTER OF A CONCRETE
 LH1502'HIGHWAY DIVIDER, 9.2 M (30.2 FT) NORTHWEST OF A UTILITY LIGHT POLE,
 LH1502'1.0 M (3.3 FT) EAST OF A RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) SOUTH
 LH1502'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1502'THROUGH A 5-INCH LOGO CAP.
 LH1502
 LH1502                          STATION RECOVERY (2008)
 LH1502
 LH1502'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LH1502'A CORRECTION TO THE 1991 DESCRIPTION --- THE MONUMENT IS LOCATED 24.8
 LH1502'M (81.4 FT) WEST, NOT NORTH, OF CENTER OF A ROAD LEADING NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1284 ***********************************************************************
 LG1284  DESIGNATION -  Y 437
 LG1284  PID         -  LG1284
 LG1284  STATE/COUNTY-  NE/SALINE
 LG1284  COUNTRY     -  US
 LG1284  USGS QUAD   -  DORCHESTER NW (2017)
 LG1284
 LG1284                         *CURRENT SURVEY CONTROL
 LG1284  ______________________________________________________________________
 LG1284* NAD 83(1986) POSITION- 40 39 17.86   (N) 097 14 09.48   (W)   HD_HELD1
 LG1284* NAVD 88 ORTHO HEIGHT -   469.402 (meters)     1540.03  (feet) ADJUSTED
 LG1284  ______________________________________________________________________
 LG1284  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 LG1284  DYNAMIC HEIGHT  -        469.144 (meters)     1539.18  (feet) COMP
 LG1284  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 LG1284
 LG1284  VERT ORDER      -  FIRST     CLASS II
 LG1284
 LG1284.The horizontal coordinates were determined by differentially corrected
 LG1284.hand held GPS observations or other comparable positioning techniques
 LG1284.and have an estimated accuracy of +/- 3 meters.
 LG1284
 LG1284.The orthometric height was determined by differential leveling and
 LG1284.adjusted by the NATIONAL GEODETIC SURVEY
 LG1284.in May 1993.
 LG1284
 LG1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1284.GEOID18 height accuracy estimate available here.
 LG1284
 LG1284.Click photographs - Photos may exist for this station.
 LG1284
 LG1284.The dynamic height is computed by dividing the NAVD 88
 LG1284.geopotential number by the normal gravity value computed on the
 LG1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1284.degrees latitude (g = 980.6199 gals.).
 LG1284
 LG1284.The modeled gravity was interpolated from observed gravity values.
 LG1284
 LG1284;                    North         East    Units  Estimated Accuracy
 LG1284;SPC NE       -    94,959.9     733,666.9     MT  (+/- 3 meters HH1 GPS) 
 LG1284
 LG1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4913201951(NAD 83)
 LG1284
 LG1284                          SUPERSEDED SURVEY CONTROL
 LG1284
 LG1284.No superseded survey control is available for this station.
 LG1284
 LG1284_MARKER: I = METAL ROD
 LG1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1284_STAMPING: Y 437 1991
 LG1284_MARK LOGO: NGS
 LG1284_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1284_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1284+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1284_ROD/PIPE-DEPTH: 12.2 meters
 LG1284
 LG1284  HISTORY     - Date     Condition        Report By
 LG1284  HISTORY     - 1991     MONUMENTED       NGS
 LG1284
 LG1284                          STATION DESCRIPTION
 LG1284
 LG1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1284'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1284'IN CRETE, THENCE 5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG1284'20.4 M (66.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.7 M (31.8
 LG1284'FT) EAST OF THE CENTER OF COUNTY ROAD 800, 1.0 M (3.3 FT) BELOW THE
 LG1284'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A RIGHT-OF-WAY MARKER
 LG1284'AND A SIGN (800 AND D), AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 LG1284'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1323 ***********************************************************************
 LG1323  DESIGNATION -  Y 438
 LG1323  PID         -  LG1323
 LG1323  STATE/COUNTY-  NE/LANCASTER
 LG1323  COUNTRY     -  US
 LG1323  USGS QUAD   -  LINCOLN (2017)
 LG1323
 LG1323                         *CURRENT SURVEY CONTROL
 LG1323  ______________________________________________________________________
 LG1323* NAD 83(1986) POSITION- 40 45 27.75   (N) 096 38 57.30   (W)   HD_HELD1
 LG1323* NAVD 88 ORTHO HEIGHT -   374.752 (meters)     1229.50  (feet) ADJUSTED
 LG1323  ______________________________________________________________________
 LG1323  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 LG1323  DYNAMIC HEIGHT  -        374.590 (meters)     1228.97  (feet) COMP
 LG1323  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 LG1323
 LG1323  VERT ORDER      -  FIRST     CLASS II
 LG1323
 LG1323.The horizontal coordinates were determined by differentially corrected
 LG1323.hand held GPS observations or other comparable positioning techniques
 LG1323.and have an estimated accuracy of +/- 3 meters.
 LG1323
 LG1323.The orthometric height was determined by differential leveling and
 LG1323.adjusted by the NATIONAL GEODETIC SURVEY
 LG1323.in May 1993.
 LG1323
 LG1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1323.GEOID18 height accuracy estimate available here.
 LG1323
 LG1323.Click photographs - Photos may exist for this station.
 LG1323
 LG1323.The dynamic height is computed by dividing the NAVD 88
 LG1323.geopotential number by the normal gravity value computed on the
 LG1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1323.degrees latitude (g = 980.6199 gals.).
 LG1323
 LG1323.The modeled gravity was interpolated from observed gravity values.
 LG1323
 LG1323;                    North         East    Units  Estimated Accuracy
 LG1323;SPC NE       -   108,112.4     782,802.3     MT  (+/- 3 meters HH1 GPS) 
 LG1323
 LG1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9843214519(NAD 83)
 LG1323
 LG1323                          SUPERSEDED SURVEY CONTROL
 LG1323
 LG1323.No superseded survey control is available for this station.
 LG1323
 LG1323_MARKER: DV = VERTICAL CONTROL DISK
 LG1323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG1323_SP_SET: PILE CAP
 LG1323_STAMPING: Y 438 1991
 LG1323_MARK LOGO: NGS
 LG1323_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1323+STABILITY: POSITION/ELEVATION WELL
 LG1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1323+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 LG1323
 LG1323  HISTORY     - Date     Condition        Report By
 LG1323  HISTORY     - 1991     MONUMENTED       NGS
 LG1323  HISTORY     - 20040804 GOOD             USPSQD
 LG1323  HISTORY     - 20050730 GOOD             GEOCAC
 LG1323
 LG1323                          STATION DESCRIPTION
 LG1323
 LG1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1323'4.9 KM (3.05 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1323'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, IN TOP OF AND 0.1 M
 LG1323'(0.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT PILE
 LG1323'CAP OF HIGHWAY BRIDGE NUMBER 46191 SPANNING BEAL SLOUGH, 7.0 M (23.0
 LG1323'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 LG1323'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1323
 LG1323                          STATION RECOVERY (2004)
 LG1323
 LG1323'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1323'MARK FOUND GOOD.  THE 1991 DESCRIPTION IS ACCURATE, EXCEPT SOUTH 14TH
 LG1323'STREET IS NO LONGER U.S. HIGHWAY 77. THE HIGHWAY BRIDGE 46191 IS WEST
 LG1323'OF 56TH STREET AND EAST OF THE READY MIXED CONCRETE CO. COLLEGE VIEW
 LG1323'PLANT ON THE SOUTH SIDE OF STATE HIGHWAY 2.
 LG1323
 LG1323                          STATION RECOVERY (2005)
 LG1323
 LG1323'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1348 ***********************************************************************
 LG1348  DESIGNATION -  Y 439
 LG1348  PID         -  LG1348
 LG1348  STATE/COUNTY-  NE/OTOE
 LG1348  COUNTRY     -  US
 LG1348  USGS QUAD   -  DUNBAR (2017)
 LG1348
 LG1348                         *CURRENT SURVEY CONTROL
 LG1348  ______________________________________________________________________
 LG1348* NAD 83(1986) POSITION- 40 40 06.     (N) 096 04 19.     (W)   SCALED
 LG1348* NAVD 88 ORTHO HEIGHT -   337.053 (meters)     1105.81  (feet) ADJUSTED
 LG1348  ______________________________________________________________________
 LG1348  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 LG1348  DYNAMIC HEIGHT  -        336.878 (meters)     1105.24  (feet) COMP
 LG1348  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 LG1348
 LG1348  VERT ORDER      -  FIRST     CLASS II
 LG1348
 LG1348.The horizontal coordinates were scaled from a map and have
 LG1348.an estimated accuracy of +/- 6 seconds.
 LG1348
 LG1348.The orthometric height was determined by differential leveling and
 LG1348.adjusted by the NATIONAL GEODETIC SURVEY
 LG1348.in May 1993.
 LG1348
 LG1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1348.GEOID18 height accuracy estimate available here.
 LG1348
 LG1348.Click photographs - Photos may exist for this station.
 LG1348
 LG1348.The dynamic height is computed by dividing the NAVD 88
 LG1348.geopotential number by the normal gravity value computed on the
 LG1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1348.degrees latitude (g = 980.6199 gals.).
 LG1348
 LG1348.The modeled gravity was interpolated from observed gravity values.
 LG1348
 LG1348;                    North         East    Units  Estimated Accuracy
 LG1348;SPC NE       -   100,250.      831,950.      MT  (+/- 180 meters Scaled)
 LG1348
 LG1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL475060(NAD 83)
 LG1348
 LG1348                          SUPERSEDED SURVEY CONTROL
 LG1348
 LG1348.No superseded survey control is available for this station.
 LG1348
 LG1348_MARKER: DV = VERTICAL CONTROL DISK
 LG1348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1348_SP_SET: ABUTMENT
 LG1348_STAMPING: Y 439 1991
 LG1348_MARK LOGO: NGS
 LG1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1348+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2020
 LG1348
 LG1348  HISTORY     - Date     Condition        Report By
 LG1348  HISTORY     - 1991     MONUMENTED       NGS
 LG1348  HISTORY     - 20200831 GOOD             NEGS
 LG1348
 LG1348                          STATION DESCRIPTION
 LG1348
 LG1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1348'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1348'STATE HIGHWAY 50 IN SYRACUSE, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF
 LG1348'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LG1348'49449 SPANNING DEER CREEK, 7.1 M (23.3 FT) NORTH OF THE HIGHWAY
 LG1348'CENTERLINE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LG1348'(0.3 FT) EAST OF THE NORTHWEST CORNER OF THE ABUTMENT.
 LG1348
 LG1348                          STATION RECOVERY (2020)
 LG1348
 LG1348'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1348'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 67,
 LG1348'NORTH OF DUNBAR, NE., GO SOUTH ON NE. HIGHWAY 67 FOR 0.25 MI (0.40 KM)
 LG1348'TO OLD HIGHWAY 2.  TURN RIGHT ONTO OLD HIGHWAY 2 AND GO WEST FOR 2.3
 LG1348'MI (3.7 KM) TO A BRIDGE AND THE MARK ON THE ABUTMENT ON THE NORTHEAST
 LG1348'CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1523 ***********************************************************************
 LF1523  DESIGNATION -  Y 440
 LF1523  PID         -  LF1523
 LF1523  STATE/COUNTY-  NE/OTOE
 LF1523  COUNTRY     -  US
 LF1523  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1523
 LF1523                         *CURRENT SURVEY CONTROL
 LF1523  ______________________________________________________________________
 LF1523* NAD 83(1986) POSITION- 40 40 24.18   (N) 095 52 15.63   (W)   HD_HELD1
 LF1523* NAVD 88 ORTHO HEIGHT -   301.193 (meters)      988.16  (feet) ADJUSTED
 LF1523  ______________________________________________________________________
 LF1523  GEOID HEIGHT    -        -29.135 (meters)                     GEOID18
 LF1523  DYNAMIC HEIGHT  -        301.034 (meters)      987.64  (feet) COMP
 LF1523  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LF1523
 LF1523  VERT ORDER      -  FIRST     CLASS II
 LF1523
 LF1523.The horizontal coordinates were determined by differentially corrected
 LF1523.hand held GPS observations or other comparable positioning techniques
 LF1523.and have an estimated accuracy of +/- 3 meters.
 LF1523
 LF1523.The orthometric height was determined by differential leveling and
 LF1523.adjusted by the NATIONAL GEODETIC SURVEY
 LF1523.in May 1993.
 LF1523
 LF1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1523.GEOID18 height accuracy estimate available here.
 LF1523
 LF1523.Click photographs - Photos may exist for this station.
 LF1523
 LF1523.The dynamic height is computed by dividing the NAVD 88
 LF1523.geopotential number by the normal gravity value computed on the
 LF1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1523.degrees latitude (g = 980.6199 gals.).
 LF1523
 LF1523.The modeled gravity was interpolated from observed gravity values.
 LF1523
 LF1523;                    North         East    Units  Estimated Accuracy
 LF1523;SPC NE       -   101,602.2     848,887.4     MT  (+/- 3 meters HH1 GPS) 
 LF1523
 LF1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5734006464(NAD 83)
 LF1523
 LF1523                          SUPERSEDED SURVEY CONTROL
 LF1523
 LF1523.No superseded survey control is available for this station.
 LF1523
 LF1523_MARKER: DV = VERTICAL CONTROL DISK
 LF1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1523_SP_SET: BUILDING
 LF1523_STAMPING: Y 440 1991
 LF1523_MARK LOGO: NGS
 LF1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1523+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2015
 LF1523
 LF1523  HISTORY     - Date     Condition        Report By
 LF1523  HISTORY     - 1991     MONUMENTED       NGS
 LF1523  HISTORY     - 20150730 GOOD             GEOCAC
 LF1523
 LF1523                          STATION DESCRIPTION
 LF1523
 LF1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1523'IN NEBRASKA CITY, SET VERTICALLY IN THE SOUTH FACE OF THE NATIONAL
 LF1523'GUARD COMPANY A 134 INFANTRY BUILDING AT 2020 4TH CORSO, 1.5 M (4.9
 LF1523'FT) ABOVE THE GROUND SURFACE, AND 1.1 M (3.6 FT) WEST OF THE
 LF1523'SOUTHEAST CORNER OF THE BUILDING.
 LF1523
 LF1523                          STATION RECOVERY (2015)
 LF1523
 LF1523'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LF1523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2460 ***********************************************************************
 AI2460  DESIGNATION -  Y 441
 AI2460  PID         -  AI2460
 AI2460  STATE/COUNTY-  NE/PIERCE
 AI2460  COUNTRY     -  US
 AI2460  USGS QUAD   -  PIERCE NW (2017)
 AI2460
 AI2460                         *CURRENT SURVEY CONTROL
 AI2460  ______________________________________________________________________
 AI2460* NAD 83(1986) POSITION- 42 12 23.     (N) 097 40 44.     (W)   SCALED
 AI2460* NAVD 88 ORTHO HEIGHT -   536.055 (meters)     1758.71  (feet) ADJUSTED
 AI2460  ______________________________________________________________________
 AI2460  GEOID HEIGHT    -        -24.859 (meters)                     GEOID18
 AI2460  DYNAMIC HEIGHT  -        535.851 (meters)     1758.04  (feet) COMP
 AI2460  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 AI2460
 AI2460  VERT ORDER      -  SECOND    CLASS I
 AI2460
 AI2460.The horizontal coordinates were scaled from a map and have
 AI2460.an estimated accuracy of +/- 6 seconds.
 AI2460
 AI2460.The orthometric height was determined by differential leveling and
 AI2460.adjusted by the NATIONAL GEODETIC SURVEY
 AI2460.in July 2002.
 AI2460
 AI2460.No vertical observational check was made to the station.
 AI2460
 AI2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2460.GEOID18 height accuracy estimate available here.
 AI2460
 AI2460.Click photographs - Photos may exist for this station.
 AI2460
 AI2460.The dynamic height is computed by dividing the NAVD 88
 AI2460.geopotential number by the normal gravity value computed on the
 AI2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2460.degrees latitude (g = 980.6199 gals.).
 AI2460
 AI2460.The modeled gravity was interpolated from observed gravity values.
 AI2460
 AI2460;                    North         East    Units  Estimated Accuracy
 AI2460;SPC NE       -   266,050.      691,610.      MT  (+/- 180 meters Scaled)
 AI2460
 AI2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM090735(NAD 83)
 AI2460
 AI2460                          SUPERSEDED SURVEY CONTROL
 AI2460
 AI2460.No superseded survey control is available for this station.
 AI2460
 AI2460_MARKER: F = FLANGE-ENCASED ROD
 AI2460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2460_STAMPING: Y 441 1999
 AI2460_MARK LOGO: NGS
 AI2460_PROJECTION: FLUSH
 AI2460_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2460+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2460_ROD/PIPE-DEPTH: 12.2 meters
 AI2460_SLEEVE-DEPTH  : 0.9 meters
 AI2460
 AI2460  HISTORY     - Date     Condition        Report By
 AI2460  HISTORY     - 1999     MONUMENTED       NGS
 AI2460  HISTORY     - 20120710 GOOD             JEOCON
 AI2460
 AI2460                          STATION DESCRIPTION
 AI2460
 AI2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2460'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2460'IN PIERCE, THENCE 11.8 KM (7.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2460'25.1 M (82.3 FT) EAST OF THE CENTER OF 542 AVENUE, 13.3 M (43.6 FT)
 AI2460'EAST OF A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES, 9.9 M (32.5 FT)
 AI2460'NORTH OF THE ROAD CENTER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD,
 AI2460'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AI2460'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI2460'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2460'COUNTY ROAD RIGHT-OF-WAY.
 AI2460
 AI2460                          STATION RECOVERY (2012)
 AI2460
 AI2460'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2012
 AI2460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0763 ***********************************************************************
 LH0763  DESIGNATION -  Y 5
 LH0763  PID         -  LH0763
 LH0763  STATE/COUNTY-  NE/DAWSON
 LH0763  COUNTRY     -  US
 LH0763  USGS QUAD   -  OVERTON (2017)
 LH0763
 LH0763                         *CURRENT SURVEY CONTROL
 LH0763  ______________________________________________________________________
 LH0763* NAD 83(1986) POSITION- 40 44 18.     (N) 099 32 23.     (W)   SCALED
 LH0763* NAVD 88 ORTHO HEIGHT -   706.052 (meters)     2316.44  (feet) ADJUSTED
 LH0763  ______________________________________________________________________
 LH0763  GEOID HEIGHT    -        -24.131 (meters)                     GEOID18
 LH0763  DYNAMIC HEIGHT  -        705.634 (meters)     2315.07  (feet) COMP
 LH0763  MODELED GRAVITY -    980,008.9   (mgal)                       NAVD 88
 LH0763
 LH0763  VERT ORDER      -  FIRST     CLASS II
 LH0763
 LH0763.The horizontal coordinates were scaled from a map and have
 LH0763.an estimated accuracy of +/- 6 seconds.
 LH0763
 LH0763.The orthometric height was determined by differential leveling and
 LH0763.adjusted by the NATIONAL GEODETIC SURVEY
 LH0763.in May 1993.
 LH0763
 LH0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0763.GEOID18 height accuracy estimate available here.
 LH0763
 LH0763.Click photographs - Photos may exist for this station.
 LH0763
 LH0763.The dynamic height is computed by dividing the NAVD 88
 LH0763.geopotential number by the normal gravity value computed on the
 LH0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0763.degrees latitude (g = 980.6199 gals.).
 LH0763
 LH0763.The modeled gravity was interpolated from observed gravity values.
 LH0763
 LH0763;                    North         East    Units  Estimated Accuracy
 LH0763;SPC NE       -   100,580.      538,870.      MT  (+/- 180 meters Scaled)
 LH0763
 LH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML544098(NAD 83)
 LH0763
 LH0763                          SUPERSEDED SURVEY CONTROL
 LH0763
 LH0763  NAVD 88 (06/15/91)  706.086  (m)         2316.55   (f) SUPERSEDED  1 2
 LH0763  NGVD 29 (02/14/92)  705.784  (m)         2315.56   (f) ADJUSTED    1 2
 LH0763  NGVD 29 (??/??/87)  705.814  (m)         2315.66   (f) SUPERSEDED  1 2
 LH0763
 LH0763.Superseded values are not recommended for survey control.
 LH0763
 LH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0763.See file dsdata.pdf to determine how the superseded data were derived.
 LH0763
 LH0763_MARKER: DB = BENCH MARK DISK
 LH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0763_STAMPING: Y 5 1933 2315.658
 LH0763_MARK LOGO: CGS
 LH0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0763+STABILITY: SURFACE MOTION
 LH0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0763+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0763
 LH0763  HISTORY     - Date     Condition        Report By
 LH0763  HISTORY     - 1933     MONUMENTED       CGS
 LH0763  HISTORY     - 1959     GOOD             CGS
 LH0763  HISTORY     - 1977     MARK NOT FOUND   NEDR
 LH0763  HISTORY     - 19910920 GOOD             NGS
 LH0763  HISTORY     - 19971008 GOOD             LOCSUR
 LH0763
 LH0763                          STATION DESCRIPTION
 LH0763
 LH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LH0763'AT OVERTON.
 LH0763'125 FEET WEST OF THE UNION PACIFIC RAILROAD STATION AND 35.3
 LH0763'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK.  SET
 LH0763'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 LH0763'THE GROUND.
 LH0763
 LH0763                          STATION RECOVERY (1977)
 LH0763
 LH0763'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977
 LH0763'MARK NOT FOUND.
 LH0763
 LH0763                          STATION RECOVERY (1991)
 LH0763
 LH0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0763'IN OVERTON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND LINCOLN
 LH0763'STREET, 94.1 M (308.7 FT) EAST OF THE STREET CENTERLINE, 60.0 M
 LH0763'(196.8 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 10.8 M
 LH0763'(35.4 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 9.7 M
 LH0763'(31.8 FT) SOUTHWEST OF A UTILITY POLE, 0.2 M (0.7 FT) WEST OF A
 LH0763'WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 LH0763'GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND ALL THAT
 LH0763'REMAINS OF THE ORIGINAL STAMPING IS Y 5 1933 2315.6.
 LH0763
 LH0763                          STATION RECOVERY (1997)
 LH0763
 LH0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 LH0763'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0763'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1125 ***********************************************************************
 AI1125  DESIGNATION -  Y 5 RESET
 AI1125  PID         -  AI1125
 AI1125  STATE/COUNTY-  NE/DAWSON
 AI1125  COUNTRY     -  US
 AI1125  USGS QUAD   -  OVERTON (2017)
 AI1125
 AI1125                         *CURRENT SURVEY CONTROL
 AI1125  ______________________________________________________________________
 AI1125* NAD 83(1986) POSITION- 40 44 18.     (N) 099 32 23.     (W)   SCALED
 AI1125* NAVD 88 ORTHO HEIGHT -   706.86  (meters)     2319.1   (feet) RESET
 AI1125  ______________________________________________________________________
 AI1125  GEOID HEIGHT    -        -24.131 (meters)                     GEOID18
 AI1125  VERT ORDER      -  THIRD
 AI1125
 AI1125.The horizontal coordinates were scaled from a map and have
 AI1125.an estimated accuracy of +/- 6 seconds.
 AI1125
 AI1125.The orthometric height was computed from unverified reset data.
 AI1125
 AI1125.No vertical observational check was made to the station.
 AI1125
 AI1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1125.GEOID18 height accuracy estimate available here.
 AI1125
 AI1125.Click photographs - Photos may exist for this station.
 AI1125
 AI1125;                    North         East    Units  Estimated Accuracy
 AI1125;SPC NE       -   100,580.      538,870.      MT  (+/- 180 meters Scaled)
 AI1125
 AI1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML544098(NAD 83)
 AI1125
 AI1125                          SUPERSEDED SURVEY CONTROL
 AI1125
 AI1125.No superseded survey control is available for this station.
 AI1125
 AI1125_MARKER: DV = VERTICAL CONTROL DISK
 AI1125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI1125_SP_SET: CULVERT HEADWALL
 AI1125_STAMPING: Y 5 RESET 1997
 AI1125_MARK LOGO: NGS
 AI1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1125+STABILITY: SURFACE MOTION
 AI1125
 AI1125  HISTORY     - Date     Condition        Report By
 AI1125  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI1125
 AI1125                          STATION DESCRIPTION
 AI1125
 AI1125'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 AI1125'AT THE INTERSECTION OF U.S.  HIGHWAY 30 AND STATE ROAD L-24B, ON UNION
 AI1125'PACIFIC RAILROAD RIGHT-OF-WAY, IN THE NW1/4, SEC19, T9N, R19W, 58.5 M
 AI1125'(191.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.38 M (66.86 FT)
 AI1125'SOUTH-SOUTHWEST OF FIBER-OPTIC CABLE MARKER NUMBERED 21323, 16.7 M
 AI1125'(54.8 FT) EAST OF ROAD L-24B, 11.001 M (36.092 FT) NORTHWEST OF THE
 AI1125'NORTHWEST BOLT OF SIGN LIGHTS, NUMBERS 2134-1 AND 2135-1, 10.25 M
 AI1125'(33.63 FT) WEST-SOUTHWEST OF THE NOTCHED, TOP, WEST END OF A 60 CM
 AI1125'CORRUGATED METAL PIPE CULVERT AND 8.01 M (26.28 FT) NORTH OF THE NORTH
 AI1125'RAIL OF THE NORTHERNMOST SET OF TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0174 ***********************************************************************
 MN0174  DESIGNATION -  Y 50
 MN0174  PID         -  MN0174
 MN0174  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0174  COUNTRY     -  US
 MN0174  USGS QUAD   -  BAYARD SW (2017)
 MN0174
 MN0174                         *CURRENT SURVEY CONTROL
 MN0174  ______________________________________________________________________
 MN0174* NAD 83(1986) POSITION- 41 46 31.     (N) 103 23 58.     (W)   SCALED
 MN0174* NAVD 88 ORTHO HEIGHT -  1152.770 (meters)     3782.05  (feet) ADJUSTED
 MN0174  ______________________________________________________________________
 MN0174  GEOID HEIGHT    -        -19.460 (meters)                     GEOID18
 MN0174  DYNAMIC HEIGHT  -       1152.021 (meters)     3779.59  (feet) COMP
 MN0174  MODELED GRAVITY -    979,934.1   (mgal)                       NAVD 88
 MN0174
 MN0174  VERT ORDER      -  SECOND    CLASS 0
 MN0174
 MN0174.The horizontal coordinates were scaled from a map and have
 MN0174.an estimated accuracy of +/- 6 seconds.
 MN0174
 MN0174.The orthometric height was determined by differential leveling and
 MN0174.adjusted by the NATIONAL GEODETIC SURVEY
 MN0174.in June 1991.
 MN0174
 MN0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0174.GEOID18 height accuracy estimate available here.
 MN0174
 MN0174.Click photographs - Photos may exist for this station.
 MN0174
 MN0174.The dynamic height is computed by dividing the NAVD 88
 MN0174.geopotential number by the normal gravity value computed on the
 MN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0174.degrees latitude (g = 980.6199 gals.).
 MN0174
 MN0174.The modeled gravity was interpolated from observed gravity values.
 MN0174
 MN0174;                    North         East    Units  Estimated Accuracy
 MN0174;SPC NE       -   221,160.      217,530.      MT  (+/- 180 meters Scaled)
 MN0174
 MN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG330260(NAD 83)
 MN0174
 MN0174                          SUPERSEDED SURVEY CONTROL
 MN0174
 MN0174  NGVD 29 (??/??/92) 1152.143  (m)         3779.99   (f) ADJ UNCH    2 0
 MN0174
 MN0174.Superseded values are not recommended for survey control.
 MN0174
 MN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0174.See file dsdata.pdf to determine how the superseded data were derived.
 MN0174
 MN0174_MARKER: DB = BENCH MARK DISK
 MN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0174_STAMPING: Y 50 1934
 MN0174_MARK LOGO: CGS
 MN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0174+STABILITY: SURFACE MOTION
 MN0174
 MN0174  HISTORY     - Date     Condition        Report By
 MN0174  HISTORY     - 1934     MONUMENTED       CGS
 MN0174
 MN0174                          STATION DESCRIPTION
 MN0174
 MN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0174'4.2 MI NW FROM BAYARD.
 MN0174'IN SCOTTS BLUFF COUNTY, ABOUT 4.2 MILES NORTHWEST ALONG THE
 MN0174'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 MN0174'BAYARD, MORRILL COUNTY, 39.8 FEET NORTHEAST OF MILEPOST 16,
 MN0174'47.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2.2 FEET SOUTH
 MN0174'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 50 1934
 MN0174'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0110 ***********************************************************************
 MN0110  FBN         -  This is a Federal Base Network Control Station.
 MN0110  DESIGNATION -  Y 51
 MN0110  PID         -  MN0110
 MN0110  STATE/COUNTY-  NE/GARDEN
 MN0110  COUNTRY     -  US
 MN0110  USGS QUAD   -  LISCO (2017)
 MN0110
 MN0110                         *CURRENT SURVEY CONTROL
 MN0110  ______________________________________________________________________
 MN0110* NAD 83(2011) POSITION- 41 28 38.75461(N) 102 33 25.26140(W)   ADJUSTED
 MN0110* NAD 83(2011) ELLIP HT-  1040.685 (meters)        (06/27/12)   ADJUSTED
 MN0110* NAD 83(2011) EPOCH   -  2010.00
 MN0110* NAVD 88 ORTHO HEIGHT -  1060.561 (meters)     3479.52  (feet) ADJUSTED
 MN0110  ______________________________________________________________________
 MN0110  GEOID HEIGHT    -        -19.889 (meters)                     GEOID18
 MN0110  NAD 83(2011) X  - -1,040,620.234 (meters)                     COMP
 MN0110  NAD 83(2011) Y  - -4,671,927.785 (meters)                     COMP
 MN0110  NAD 83(2011) Z  -  4,202,983.948 (meters)                     COMP
 MN0110  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 MN0110  DYNAMIC HEIGHT  -       1059.903 (meters)     3477.37  (feet) COMP
 MN0110  MODELED GRAVITY -    979,966.5   (mgal)                       NAVD 88
 MN0110
 MN0110  VERT ORDER      -  SECOND    CLASS 0
 MN0110
 MN0110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0110  Standards:
 MN0110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0110  -------------------------------------------------------------------
 MN0110  NETWORK    0.38   0.96           0.18   0.12   0.49     -0.02592636
 MN0110  -------------------------------------------------------------------
 MN0110  Click here for local accuracies and other accuracy information.
 MN0110
 MN0110.The horizontal coordinates were established by GPS observations
 MN0110.and adjusted by the National Geodetic Survey in June 2012.
 MN0110
 MN0110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0110.been affixed to the stable North American tectonic plate. See 
 MN0110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0110
 MN0110.The horizontal coordinates are valid at the epoch date displayed above
 MN0110.which is a decimal equivalence of Year/Month/Day.
 MN0110
 MN0110.The orthometric height was determined by differential leveling and
 MN0110.adjusted by the NATIONAL GEODETIC SURVEY
 MN0110.in June 1991.
 MN0110
 MN0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0110.GEOID18 height accuracy estimate available here.
 MN0110
 MN0110.Click photographs - Photos may exist for this station.
 MN0110
 MN0110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0110
 MN0110.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0110
 MN0110.The ellipsoidal height was determined by GPS observations
 MN0110.and is referenced to NAD 83.
 MN0110
 MN0110.The dynamic height is computed by dividing the NAVD 88
 MN0110.geopotential number by the normal gravity value computed on the
 MN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0110.degrees latitude (g = 980.6199 gals.).
 MN0110
 MN0110.The modeled gravity was interpolated from observed gravity values.
 MN0110
 MN0110. The following values were computed from the NAD 83(2011) position.
 MN0110
 MN0110;                    North         East     Units Scale Factor Converg.
 MN0110;SPC NE       -   185,693.359   286,528.781   MT  0.99965872   -1 41 40.3
 MN0110;SPC NE       -   609,228.96    940,053.18   sFT  0.99965872   -1 41 40.3
 MN0110;UTM  13      - 4,594,639.839   703,976.592   MT  1.00011205   +1 37 07.0
 MN0110
 MN0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0110!SPC NE       -   0.99983679  x   0.99965872  =   0.99949557
 MN0110!UTM  13      -   0.99983679  x   1.00011205  =   0.99994883
 MN0110
 MN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0397694639(NAD 83)
 MN0110
 MN0110                          SUPERSEDED SURVEY CONTROL
 MN0110
 MN0110  NAD 83(2007)-  41 28 38.75445(N)    102 33 25.26220(W) AD(2002.00) 0
 MN0110  ELLIP H (02/10/07) 1040.711  (m)                       GP(2002.00)    
 MN0110  ELLIP H (07/10/01) 1040.693  (m)                       GP(       ) 4 1
 MN0110  NAD 83(1995)-  41 28 38.75395(N)    102 33 25.26203(W) AD(       ) B
 MN0110  ELLIP H (06/25/96) 1040.732  (m)                       GP(       ) 1 1
 MN0110  NAVD 88            1060.56   (m)         3479.5    (f) LEVELING    3  
 MN0110  NGVD 29 (??/??/92) 1060.047  (m)         3477.84   (f) ADJ UNCH    2 0
 MN0110
 MN0110.Superseded values are not recommended for survey control.
 MN0110
 MN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0110.See file dsdata.pdf to determine how the superseded data were derived.
 MN0110
 MN0110_MARKER: DB = BENCH MARK DISK
 MN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0110_STAMPING: Y 51 1934
 MN0110_MARK LOGO: CGS
 MN0110_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0110+STABILITY: SURFACE MOTION
 MN0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0110+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 MN0110
 MN0110  HISTORY     - Date     Condition        Report By
 MN0110  HISTORY     - 1934     MONUMENTED       CGS
 MN0110  HISTORY     - 1942     GOOD             CGS
 MN0110  HISTORY     - 19950516 GOOD             NGS
 MN0110  HISTORY     - 20000501 GOOD             NGS
 MN0110
 MN0110                          STATION DESCRIPTION
 MN0110
 MN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0110'3.5 MI E FROM LISCO.
 MN0110'ABOUT 3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0110'STATION AT LISCO, GARDEN COUNTY, ABOUT 5 POLES EAST OF MILEPOST
 MN0110'83, 44 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 126 FEET
 MN0110'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26, 35 FEET WEST OF
 MN0110'THE WEST END OF A GATE TO A FIELD, AND 2 FEET NORTH OF THE
 MN0110'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 51 1934
 MN0110'AND SET IN THE TOP OF A CONCRETE POST.
 MN0110
 MN0110                          STATION RECOVERY (1942)
 MN0110
 MN0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 MN0110'RECOVERED IN GOOD CONDITION.
 MN0110
 MN0110                          STATION RECOVERY (1995)
 MN0110
 MN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0110'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHWEST OF OSHKOSH, 3.5
 MN0110'MI (5.6 KM) SOUTHEAST OF LISCO, ON THE SOUTH RIGHT-OF-WAY OF THE UNION
 MN0110'PACIFIC RAILROAD, AT A FIELD ENTRANCE AND IN THE NW1/4, SEC6, T17N,
 MN0110'R45W.  TO REACH THE MARK FROM THE LISCO POST OFFICE, GO NORTH ON
 MN0110'COLDWATER STREET FOR 0.15 MI (0.24 KM) TO U.S. HIGHWAY 20.  TURN RIGHT
 MN0110'AND GO EASTERLY ON THE HIGHWAY FOR 3.60 MI (5.79 KM) TO FARM BUILDINGS
 MN0110'ON THE LEFT AND A FIELD ENTRANCE AND THE MARK ON THE RIGHT.  THE DISK
 MN0110'IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 1.4
 MN0110'FT (0.4 M) BELOW THE GROUND SURFACE.  IT IS 141.5 FT (43.1 M) SOUTH OF
 MN0110'THE CENTERLINE OF THE HIGHWAY, 60.8 FT (18.5 M) SOUTHWEST FROM THE
 MN0110'CENTER OF THE FIELD ROAD CROSSING, 44.3 FT (13.5 M) SOUTH OF THE SOUTH
 MN0110'RAIL OF THE TRACK, 33.6 FT (10.2 M) WEST FROM THE WEST GATEPOST OF A
 MN0110'WIRE GATE, 17.0 FT (5.2 M) WEST OF A NEDR WITNESS POST, 3.0 FT (0.9 M)
 MN0110'NORTH OF THE RIGHT-OF-WAY FENCE, 2.6 FT (0.8 M) SOUTHWEST OF A
 MN0110'FIBERGLASS WITNESS POST, 2.6 FT (0.8 M) SOUTHEAST OF A PLASTIC WITNESS
 MN0110'POST AND 2.6 FT (0.8 M) NORTH OF A METAL WITNESS POST.  REBAR WAS
 MN0110'DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 MN0110
 MN0110                          STATION RECOVERY (2000)
 MN0110
 MN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MN0110'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE TO REACH
 MN0110'SHOULD BE HIGHWAY 26 NOT HIGHWAY 20.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0236 ***********************************************************************
 MN0236  DESIGNATION -  Y 54
 MN0236  PID         -  MN0236
 MN0236  STATE/COUNTY-  NE/KIMBALL
 MN0236  COUNTRY     -  US
 MN0236  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0236
 MN0236                         *CURRENT SURVEY CONTROL
 MN0236  ______________________________________________________________________
 MN0236* NAD 83(1986) POSITION- 41 19 55.     (N) 103 42 02.     (W)   SCALED
 MN0236* NAVD 88 ORTHO HEIGHT -  1502.266 (meters)     4928.68  (feet) ADJUSTED
 MN0236  ______________________________________________________________________
 MN0236  GEOID HEIGHT    -        -18.661 (meters)                     GEOID18
 MN0236  DYNAMIC HEIGHT  -       1501.170 (meters)     4925.09  (feet) COMP
 MN0236  MODELED GRAVITY -    979,840.6   (mgal)                       NAVD 88
 MN0236
 MN0236  VERT ORDER      -  SECOND    CLASS 0
 MN0236
 MN0236.The horizontal coordinates were scaled from a map and have
 MN0236.an estimated accuracy of +/- 6 seconds.
 MN0236
 MN0236.The orthometric height was determined by differential leveling and
 MN0236.adjusted by the NATIONAL GEODETIC SURVEY
 MN0236.in June 1991.
 MN0236
 MN0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0236.GEOID18 height accuracy estimate available here.
 MN0236
 MN0236.Click photographs - Photos may exist for this station.
 MN0236
 MN0236.The dynamic height is computed by dividing the NAVD 88
 MN0236.geopotential number by the normal gravity value computed on the
 MN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0236.degrees latitude (g = 980.6199 gals.).
 MN0236
 MN0236.The modeled gravity was interpolated from observed gravity values.
 MN0236
 MN0236;                    North         East    Units  Estimated Accuracy
 MN0236;SPC NE       -   173,010.      190,420.      MT  (+/- 180 meters Scaled)
 MN0236
 MN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF087764(NAD 83)
 MN0236
 MN0236                          SUPERSEDED SURVEY CONTROL
 MN0236
 MN0236  NGVD 29 (??/??/92) 1501.572  (m)         4926.41   (f) ADJ UNCH    2 0
 MN0236
 MN0236.Superseded values are not recommended for survey control.
 MN0236
 MN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0236.See file dsdata.pdf to determine how the superseded data were derived.
 MN0236
 MN0236_MARKER: DB = BENCH MARK DISK
 MN0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0236_STAMPING: Y 54 1934
 MN0236_MARK LOGO: CGS
 MN0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0236+STABILITY: SURFACE MOTION
 MN0236
 MN0236  HISTORY     - Date     Condition        Report By
 MN0236  HISTORY     - 1934     MONUMENTED       CGS
 MN0236  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0236
 MN0236                          STATION DESCRIPTION
 MN0236
 MN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0236'18.1 MI S FROM HARRISBURG.
 MN0236'IN KIMBALL COUNTY, ABOUT 18.1 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0236'FROM THE COURTHOUSE AT HARRISBURG, BANNER COUNTY, ABOUT 0.2 MILE
 MN0236'SOUTH OF A FARMHOUSE, ABOUT 100 FEET SOUTH OF THE TOP OF A HILL,
 MN0236'69 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF THE
 MN0236'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF AN EAST-AND-WEST FENCE
 MN0236'LINE.  A STANDARD DISK, STAMPED Y 54 1934 AND SET IN THE TOP OF A
 MN0236'CONCRETE POST.
 MN0236
 MN0236                          STATION RECOVERY (1974)
 MN0236
 MN0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0430 ***********************************************************************
 NP0430  DESIGNATION -  Y 56
 NP0430  PID         -  NP0430
 NP0430  STATE/COUNTY-  NE/SIOUX
 NP0430  COUNTRY     -  US
 NP0430  USGS QUAD   -  WHISTLE CREEK SE (2017)
 NP0430
 NP0430                         *CURRENT SURVEY CONTROL
 NP0430  ______________________________________________________________________
 NP0430* NAD 83(1986) POSITION- 42 16 44.     (N) 103 37 16.     (W)   SCALED
 NP0430* NAVD 88 ORTHO HEIGHT -  1426.221 (meters)     4679.19  (feet) POSTED
 NP0430  ______________________________________________________________________
 NP0430  GEOID HEIGHT    -        -17.911 (meters)                     GEOID18
 NP0430  DYNAMIC HEIGHT  -       1425.32  (meters)     4676.2   (feet) COMP
 NP0430  MODELED GRAVITY -    979,936.7   (mgal)                       NAVD 88
 NP0430
 NP0430  VERT ORDER      -  * POSTED, SEE BELOW
 NP0430
 NP0430.The horizontal coordinates were scaled from a map and have
 NP0430.an estimated accuracy of +/- 6 seconds.
 NP0430
 NP0430.The orthometric height was determined by differential leveling
 NP0430.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0430
 NP0430.* This is a POSTED BENCH MARK height.
 NP0430
 NP0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0430.GEOID18 height accuracy estimate available here.
 NP0430
 NP0430.Click photographs - Photos may exist for this station.
 NP0430
 NP0430.The dynamic height is computed by dividing the NAVD 88
 NP0430.geopotential number by the normal gravity value computed on the
 NP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0430.degrees latitude (g = 980.6199 gals.).
 NP0430
 NP0430.The modeled gravity was interpolated from observed gravity values.
 NP0430
 NP0430;                    North         East    Units  Estimated Accuracy
 NP0430;SPC NE       -   277,780.      201,460.      MT  (+/- 180 meters Scaled)
 NP0430
 NP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG136816(NAD 83)
 NP0430
 NP0430                          SUPERSEDED SURVEY CONTROL
 NP0430
 NP0430  NGVD 29 (??/??/92) 1425.489  (m)         4676.79   (f) ADJ UNCH    2 0
 NP0430
 NP0430.Superseded values are not recommended for survey control.
 NP0430
 NP0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0430.See file dsdata.pdf to determine how the superseded data were derived.
 NP0430
 NP0430_MARKER: DB = BENCH MARK DISK
 NP0430_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0430_STAMPING: Y 56 1934
 NP0430_MARK LOGO: CGS
 NP0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0430
 NP0430  HISTORY     - Date     Condition        Report By
 NP0430  HISTORY     - 1934     MONUMENTED       CGS
 NP0430  HISTORY     - 1938     GOOD             CGS
 NP0430  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0430
 NP0430                          STATION DESCRIPTION
 NP0430
 NP0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0430'30.3 MI W FROM HEMINGFORD.
 NP0430'ALONG A COUNTY ROAD WHICH RUNS INTO STATE HIGHWAY NO. 29 1 MILE
 NP0430'NORTH OF ALDINE, 30.3 MILES WEST OF THE POST OFFICE AT
 NP0430'HEMINGFORD, 36 FEET SOUTH OF THE CENTER OF THE ROAD, 70 FEET
 NP0430'SOUTHEAST OF THE INTERSECTION OF THE COUNTY ROAD AND A ROAD
 NP0430'RUNNING SOUTH, 1 FOOT NORTH OF A RIGHT OF WAY FENCE.  SET IN THE
 NP0430'TOP OF A PRECAST CONCRETE POST.
 NP0430
 NP0430                          STATION RECOVERY (1981)
 NP0430
 NP0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0496 ***********************************************************************
 NP0496  DESIGNATION -  Y 57
 NP0496  PID         -  NP0496
 NP0496  STATE/COUNTY-  NE/SIOUX
 NP0496  COUNTRY     -  US
 NP0496  USGS QUAD   -  HARRISON SE (2017)
 NP0496
 NP0496                         *CURRENT SURVEY CONTROL
 NP0496  ______________________________________________________________________
 NP0496* NAD 83(1986) POSITION- 42 35 47.     (N) 103 50 04.     (W)   SCALED
 NP0496* NAVD 88 ORTHO HEIGHT -  1471.763 (meters)     4828.61  (feet) POSTED
 NP0496  ______________________________________________________________________
 NP0496  GEOID HEIGHT    -        -16.537 (meters)                     GEOID18
 NP0496  DYNAMIC HEIGHT  -       1470.88  (meters)     4825.7   (feet) COMP
 NP0496  MODELED GRAVITY -    979,967.3   (mgal)                       NAVD 88
 NP0496
 NP0496  VERT ORDER      -  * POSTED, SEE BELOW
 NP0496
 NP0496.The horizontal coordinates were scaled from a map and have
 NP0496.an estimated accuracy of +/- 6 seconds.
 NP0496
 NP0496.The orthometric height was determined by differential leveling
 NP0496.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0496
 NP0496.* This is a POSTED BENCH MARK height.
 NP0496
 NP0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0496.GEOID18 height accuracy estimate available here.
 NP0496
 NP0496.Click photographs - Photos may exist for this station.
 NP0496
 NP0496.The dynamic height is computed by dividing the NAVD 88
 NP0496.geopotential number by the normal gravity value computed on the
 NP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0496.degrees latitude (g = 980.6199 gals.).
 NP0496
 NP0496.The modeled gravity was interpolated from observed gravity values.
 NP0496
 NP0496;                    North         East    Units  Estimated Accuracy
 NP0496;SPC NE       -   313,770.      185,450.      MT  (+/- 180 meters Scaled)
 NP0496
 NP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH956166(NAD 83)
 NP0496
 NP0496                          SUPERSEDED SURVEY CONTROL
 NP0496
 NP0496  NGVD 29 (??/??/92) 1471.066  (m)         4826.32   (f) ADJ UNCH    2 0
 NP0496
 NP0496.Superseded values are not recommended for survey control.
 NP0496
 NP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0496.See file dsdata.pdf to determine how the superseded data were derived.
 NP0496
 NP0496_MARKER: DB = BENCH MARK DISK
 NP0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0496_STAMPING: Y 57 1934
 NP0496_MARK LOGO: CGS
 NP0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0496+STABILITY: SURFACE MOTION
 NP0496
 NP0496  HISTORY     - Date     Condition        Report By
 NP0496  HISTORY     - 1934     MONUMENTED       CGS
 NP0496
 NP0496                          STATION DESCRIPTION
 NP0496
 NP0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0496'8.4 MI SE FROM HARRISON.
 NP0496'8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 NP0496'AT HARRISON, SIOUX COUNTY, 35.0 FEET WEST OF THE CENTERLINE OF
 NP0496'THE HIGHWAY, 69.0 FEET NORTH OF AN EAST-AND-WEST FENCE, AND
 NP0496'1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NP0496'STAMPED Y 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0308 ***********************************************************************
 MN0308  DESIGNATION -  Y 58
 MN0308  PID         -  MN0308
 MN0308  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0308  COUNTRY     -  US
 MN0308  USGS QUAD   -  MITCHELL (2017)
 MN0308
 MN0308                         *CURRENT SURVEY CONTROL
 MN0308  ______________________________________________________________________
 MN0308* NAD 83(1986) POSITION- 41 59 59.     (N) 103 48 52.     (W)   SCALED
 MN0308* NAVD 88 ORTHO HEIGHT -  1262.805 (meters)     4143.05  (feet) POSTED
 MN0308  ______________________________________________________________________
 MN0308  GEOID HEIGHT    -        -18.456 (meters)                     GEOID18
 MN0308  DYNAMIC HEIGHT  -       1261.99  (meters)     4140.4   (feet) COMP
 MN0308  MODELED GRAVITY -    979,935.9   (mgal)                       NAVD 88
 MN0308
 MN0308  VERT ORDER      -  * POSTED, SEE BELOW
 MN0308
 MN0308.The horizontal coordinates were scaled from a map and have
 MN0308.an estimated accuracy of +/- 6 seconds.
 MN0308
 MN0308.The orthometric height was determined by differential leveling
 MN0308.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0308
 MN0308.* This is a POSTED BENCH MARK height.
 MN0308
 MN0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0308.GEOID18 height accuracy estimate available here.
 MN0308
 MN0308.Click photographs - Photos may exist for this station.
 MN0308
 MN0308.The dynamic height is computed by dividing the NAVD 88
 MN0308.geopotential number by the normal gravity value computed on the
 MN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0308.degrees latitude (g = 980.6199 gals.).
 MN0308
 MN0308.The modeled gravity was interpolated from observed gravity values.
 MN0308
 MN0308;                    North         East    Units  Estimated Accuracy
 MN0308;SPC NE       -   247,500.      184,170.      MT  (+/- 180 meters Scaled)
 MN0308
 MN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG981504(NAD 83)
 MN0308
 MN0308                          SUPERSEDED SURVEY CONTROL
 MN0308
 MN0308  NGVD 29 (??/??/92) 1262.095  (m)         4140.72   (f) ADJ UNCH    2 0
 MN0308
 MN0308.Superseded values are not recommended for survey control.
 MN0308
 MN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0308.See file dsdata.pdf to determine how the superseded data were derived.
 MN0308
 MN0308_MARKER: DB = BENCH MARK DISK
 MN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0308_STAMPING: Y 58 1934
 MN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0308+STABILITY: SURFACE MOTION
 MN0308
 MN0308  HISTORY     - Date     Condition        Report By
 MN0308  HISTORY     - 1934     MONUMENTED       CGS
 MN0308  HISTORY     - 1963     MARK NOT FOUND   USGS
 MN0308
 MN0308                          STATION DESCRIPTION
 MN0308
 MN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0308'3.7 MI N FROM MITCHELL.
 MN0308'3.7 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE HIGH SCHOOL AT
 MN0308'MITCHELL, SCOTTS BLUFF COUNTY, 48.0 FEET SOUTHEAST OF THE CENTER
 MN0308'OF THE INTERSECTION OF A SIDE ROAD, 22.5 FEET SOUTH OF THE
 MN0308'CENTERLINE OF THE ROAD, 41.5 FEET EAST OF THE CENTERLINE OF
 MN0308'THE HIGHWAY, 3.0 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND
 MN0308'1/2 FOOT WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 MN0308'STAMPED Y 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0308
 MN0308                          STATION RECOVERY (1963)
 MN0308
 MN0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MN0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0743 ***********************************************************************
 ML0743  DESIGNATION -  Y 59
 ML0743  PID         -  ML0743
 ML0743  STATE/COUNTY-  NE/CUSTER
 ML0743  COUNTRY     -  US
 ML0743  USGS QUAD   -  BROKEN BOW (2017)
 ML0743
 ML0743                         *CURRENT SURVEY CONTROL
 ML0743  ______________________________________________________________________
 ML0743* NAD 83(1986) POSITION- 41 24 19.     (N) 099 38 42.     (W)   SCALED
 ML0743* NAVD 88 ORTHO HEIGHT -   756.669 (meters)     2482.50  (feet) ADJUSTED
 ML0743  ______________________________________________________________________
 ML0743  GEOID HEIGHT    -        -22.693 (meters)                     GEOID18
 ML0743  DYNAMIC HEIGHT  -        756.281 (meters)     2481.23  (feet) COMP
 ML0743  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 ML0743
 ML0743  VERT ORDER      -  SECOND    CLASS 0
 ML0743
 ML0743.The horizontal coordinates were scaled from a map and have
 ML0743.an estimated accuracy of +/- 6 seconds.
 ML0743
 ML0743.The orthometric height was determined by differential leveling and
 ML0743.adjusted by the NATIONAL GEODETIC SURVEY
 ML0743.in June 1991.
 ML0743
 ML0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0743.GEOID18 height accuracy estimate available here.
 ML0743
 ML0743.Click photographs - Photos may exist for this station.
 ML0743
 ML0743.The dynamic height is computed by dividing the NAVD 88
 ML0743.geopotential number by the normal gravity value computed on the
 ML0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0743.degrees latitude (g = 980.6199 gals.).
 ML0743
 ML0743.The modeled gravity was interpolated from observed gravity values.
 ML0743
 ML0743;                    North         East    Units  Estimated Accuracy
 ML0743;SPC NE       -   174,590.      529,670.      MT  (+/- 180 meters Scaled)
 ML0743
 ML0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML460839(NAD 83)
 ML0743
 ML0743                          SUPERSEDED SURVEY CONTROL
 ML0743
 ML0743  NGVD 29 (??/??/92)  756.428  (m)         2481.71   (f) ADJ UNCH    2 0
 ML0743
 ML0743.Superseded values are not recommended for survey control.
 ML0743
 ML0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0743.See file dsdata.pdf to determine how the superseded data were derived.
 ML0743
 ML0743_MARKER: DB = BENCH MARK DISK
 ML0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0743_STAMPING: Y 59 1934
 ML0743_MARK LOGO: CGS
 ML0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0743+STABILITY: SURFACE MOTION
 ML0743
 ML0743  HISTORY     - Date     Condition        Report By
 ML0743  HISTORY     - 1934     MONUMENTED       CGS
 ML0743  HISTORY     - 1949     GOOD             CGS
 ML0743
 ML0743                          STATION DESCRIPTION
 ML0743
 ML0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0743'AT BROKEN BOW.
 ML0743'AT BROKEN BOW, CUSTER COUNTY, 56 FEET NORTHWEST OF THE NORTHWEST
 ML0743'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FREIGHT
 ML0743'BUILDING, 19 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 ML0743'AND 10 FEET WEST OF A LIGHT POST.  A STANDARD DISK, STAMPED
 ML0743'Y 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0034 ***********************************************************************
 MM0034  DESIGNATION -  Y 6
 MM0034  PID         -  MM0034
 MM0034  STATE/COUNTY-  NE/LINCOLN
 MM0034  COUNTRY     -  US
 MM0034  USGS QUAD   -  BRADY SW (2017)
 MM0034
 MM0034                         *CURRENT SURVEY CONTROL
 MM0034  ______________________________________________________________________
 MM0034* NAD 83(1986) POSITION- 41 02 55.     (N) 100 25 38.     (W)   SCALED
 MM0034* NAVD 88 ORTHO HEIGHT -   815.027 (meters)     2673.97  (feet) ADJUSTED
 MM0034  ______________________________________________________________________
 MM0034  GEOID HEIGHT    -        -22.714 (meters)                     GEOID18
 MM0034  DYNAMIC HEIGHT  -        814.542 (meters)     2672.38  (feet) COMP
 MM0034  MODELED GRAVITY -    980,002.3   (mgal)                       NAVD 88
 MM0034
 MM0034  VERT ORDER      -  FIRST     CLASS II
 MM0034
 MM0034.The horizontal coordinates were scaled from a map and have
 MM0034.an estimated accuracy of +/- 6 seconds.
 MM0034
 MM0034.The orthometric height was determined by differential leveling and
 MM0034.adjusted by the NATIONAL GEODETIC SURVEY
 MM0034.in June 1991.
 MM0034
 MM0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0034.GEOID18 height accuracy estimate available here.
 MM0034
 MM0034.Click photographs - Photos may exist for this station.
 MM0034
 MM0034.The dynamic height is computed by dividing the NAVD 88
 MM0034.geopotential number by the normal gravity value computed on the
 MM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0034.degrees latitude (g = 980.6199 gals.).
 MM0034
 MM0034.The modeled gravity was interpolated from observed gravity values.
 MM0034
 MM0034;                    North         East    Units  Estimated Accuracy
 MM0034;SPC NE       -   135,020.      464,090.      MT  (+/- 180 meters Scaled)
 MM0034
 MM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL800451(NAD 83)
 MM0034
 MM0034                          SUPERSEDED SURVEY CONTROL
 MM0034
 MM0034  NGVD 29 (02/14/92)  814.688  (m)         2672.86   (f) ADJUSTED    1 2
 MM0034  NGVD 29 (??/??/87)  814.714  (m)         2672.94   (f) SUPERSEDED  1 2
 MM0034
 MM0034.Superseded values are not recommended for survey control.
 MM0034
 MM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0034.See file dsdata.pdf to determine how the superseded data were derived.
 MM0034
 MM0034_MARKER: DB = BENCH MARK DISK
 MM0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0034_SP_SET: SMALL BRIDGE ABUTMENT
 MM0034_STAMPING: Y 6 1933 2672.941
 MM0034_MARK LOGO: CGS
 MM0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0034+STABILITY: SURFACE MOTION
 MM0034
 MM0034  HISTORY     - Date     Condition        Report By
 MM0034  HISTORY     - 1933     MONUMENTED       CGS
 MM0034  HISTORY     - 1986     GOOD             NGS
 MM0034
 MM0034                          STATION DESCRIPTION
 MM0034
 MM0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0034'5.3 MI SE FROM MAXWELL.
 MM0034'ABOUT 5.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0034'MAXWELL, LINCOLN COUNTY, ABOUT 9 POLES NORTHWEST OF MILEPOST
 MM0034'265, 122.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MM0034'AT A DECK GIRDER BRIDGE, IN THE TOP OF THE NORTH END OF THE
 MM0034'EAST CONCRETE ABUTMENT, AND 8.3 FEET NORTH OF THE NORTH RAIL OF
 MM0034'THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED 2672.941 Y 6
 MM0034'1933.
 MM0034
 MM0034                          STATION RECOVERY (1986)
 MM0034
 MM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0034'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.35 KM (0.2
 MM0034'MI) SOUTHEAST ALONG MARKET STREET FROM THE PUBLIC SCHOOL AT BRADY,
 MM0034'THENCE 5.95 KM (3.7 MI) NORTHWEST ALONG US HIGHWAY 30, IN TOP OF AND
 MM0034'0.3 METER (1 FT) SOUTH OF THE NORTH CORNER OF THE SOUTHEAST ABUTMENT
 MM0034'FOR A SMALL UNION PACIFIC RAILROAD BRIDGE, 66.7 METERS (219 FT) WEST
 MM0034'OF MILEPOST 197, 37.3 METERS (122.5 FT) SOUTHWEST OF THE HIGHWAY
 MM0034'CENTERLINE AND 2.4 METERS (8 FT) NORTHEAST OF THE NORTHEAST RAIL.
 MM0034'THE MARK IS 0.7 METERS  NW FROM  A WITNESS POST
 MM0034'THE MARK IS 0.7 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0777 ***********************************************************************
 ML0777  DESIGNATION -  Y 60
 ML0777  PID         -  ML0777
 ML0777  STATE/COUNTY-  NE/CUSTER
 ML0777  COUNTRY     -  US
 ML0777  USGS QUAD   -  BROKEN BOW SW (2017)
 ML0777
 ML0777                         *CURRENT SURVEY CONTROL
 ML0777  ______________________________________________________________________
 ML0777* NAD 83(1986) POSITION- 41 21 38.     (N) 099 39 46.     (W)   SCALED
 ML0777* NAVD 88 ORTHO HEIGHT -   781.875 (meters)     2565.20  (feet) ADJUSTED
 ML0777  ______________________________________________________________________
 ML0777  GEOID HEIGHT    -        -22.692 (meters)                     GEOID18
 ML0777  DYNAMIC HEIGHT  -        781.473 (meters)     2563.88  (feet) COMP
 ML0777  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 ML0777
 ML0777  VERT ORDER      -  SECOND    CLASS 0
 ML0777
 ML0777.The horizontal coordinates were scaled from a map and have
 ML0777.an estimated accuracy of +/- 6 seconds.
 ML0777
 ML0777.The orthometric height was determined by differential leveling and
 ML0777.adjusted by the NATIONAL GEODETIC SURVEY
 ML0777.in June 1991.
 ML0777
 ML0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0777.GEOID18 height accuracy estimate available here.
 ML0777
 ML0777.Click photographs - Photos may exist for this station.
 ML0777
 ML0777.The dynamic height is computed by dividing the NAVD 88
 ML0777.geopotential number by the normal gravity value computed on the
 ML0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0777.degrees latitude (g = 980.6199 gals.).
 ML0777
 ML0777.The modeled gravity was interpolated from observed gravity values.
 ML0777
 ML0777;                    North         East    Units  Estimated Accuracy
 ML0777;SPC NE       -   169,620.      528,210.      MT  (+/- 180 meters Scaled)
 ML0777
 ML0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML445789(NAD 83)
 ML0777
 ML0777                          SUPERSEDED SURVEY CONTROL
 ML0777
 ML0777  NGVD 29 (??/??/92)  781.635  (m)         2564.41   (f) ADJ UNCH    2 0
 ML0777
 ML0777.Superseded values are not recommended for survey control.
 ML0777
 ML0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0777.See file dsdata.pdf to determine how the superseded data were derived.
 ML0777
 ML0777_MARKER: DB = BENCH MARK DISK
 ML0777_STAMPING: Y 60 1934
 ML0777_MARK LOGO: CGS
 ML0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0777
 ML0777  HISTORY     - Date     Condition        Report By
 ML0777  HISTORY     - 1934     MONUMENTED       CGS
 ML0777  HISTORY     - 1949     GOOD             CGS
 ML0777
 ML0777                          STATION DESCRIPTION
 ML0777
 ML0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0777'4.2 MI S FROM BROKEN BOW.
 ML0777'4.2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0777'BROKEN BOW, AT THE SOUTHEAST CORNER OF A SCHOOLYARD, 138 FEET
 ML0777'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, AT A ROAD
 ML0777'JUNCTION, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET
 ML0777'NORTH OF THE CENTERLINE OF THE ROAD, AND 18 FEET WEST OF A FENCE
 ML0777'CORNER.  3.6 MILES SOUTHWEST, THENCE 0.3 MILE SOUTH OF BROKEN
 ML0777'BOW, 81 FEET NORTHWEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 ML0777'ROAD, AT A T-ROAD LEADING WEST, 21 FEET NORTHWEST OF THE SOUTHEAST
 ML0777'CORNER OF A SCHOOLYARD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0112 ***********************************************************************
 NP0112  DESIGNATION -  Y 61
 NP0112  PID         -  NP0112
 NP0112  STATE/COUNTY-  NE/SHERIDAN
 NP0112  COUNTRY     -  US
 NP0112  USGS QUAD   -  GAUNT LAKE (2017)
 NP0112
 NP0112                         *CURRENT SURVEY CONTROL
 NP0112  ______________________________________________________________________
 NP0112* NAD 83(1986) POSITION- 42 02 03.92   (N) 102 09 40.83   (W)   HD_HELD1
 NP0112* NAVD 88 ORTHO HEIGHT -  1204.585 (meters)     3952.04  (feet) ADJUSTED
 NP0112  ______________________________________________________________________
 NP0112  GEOID HEIGHT    -        -19.081 (meters)                     GEOID18
 NP0112  DYNAMIC HEIGHT  -       1203.875 (meters)     3949.71  (feet) COMP
 NP0112  MODELED GRAVITY -    979,990.8   (mgal)                       NAVD 88
 NP0112
 NP0112  VERT ORDER      -  SECOND    CLASS 0
 NP0112
 NP0112.The horizontal coordinates were determined by differentially corrected
 NP0112.hand held GPS observations or other comparable positioning techniques
 NP0112.and have an estimated accuracy of +/- 3 meters.
 NP0112
 NP0112.The orthometric height was determined by differential leveling and
 NP0112.adjusted by the NATIONAL GEODETIC SURVEY
 NP0112.in June 1991.
 NP0112
 NP0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0112.GEOID18 height accuracy estimate available here.
 NP0112
 NP0112.Click photographs - Photos may exist for this station.
 NP0112
 NP0112.The dynamic height is computed by dividing the NAVD 88
 NP0112.geopotential number by the normal gravity value computed on the
 NP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0112.degrees latitude (g = 980.6199 gals.).
 NP0112
 NP0112.The modeled gravity was interpolated from observed gravity values.
 NP0112
 NP0112;                    North         East    Units  Estimated Accuracy
 NP0112;SPC NE       -   246,616.5     321,099.9     MT  (+/- 3 meters HH1 GPS) 
 NP0112
 NP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3497457497(NAD 83)
 NP0112
 NP0112                          SUPERSEDED SURVEY CONTROL
 NP0112
 NP0112  NGVD 29 (??/??/92) 1204.027  (m)         3950.21   (f) ADJ UNCH    2 0
 NP0112
 NP0112.Superseded values are not recommended for survey control.
 NP0112
 NP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0112.See file dsdata.pdf to determine how the superseded data were derived.
 NP0112
 NP0112_MARKER: DB = BENCH MARK DISK
 NP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0112_STAMPING: Y 61 1934
 NP0112_MARK LOGO: CGS
 NP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0112+STABILITY: SURFACE MOTION
 NP0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0112+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 NP0112
 NP0112  HISTORY     - Date     Condition        Report By
 NP0112  HISTORY     - 1934     MONUMENTED       CGS
 NP0112  HISTORY     - 20070423 GOOD             NEDR
 NP0112
 NP0112                          STATION DESCRIPTION
 NP0112
 NP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0112'4.1 MI W FROM BINGHAM.
 NP0112'4.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUICNY RAILROAD
 NP0112'FROM THE STATION AT BINGHAM, SHERIDAN COUNTY, 19 RAILS EAST OF
 NP0112'MILEPOST 328, AT THE FOOT OF A RAVINE, 55.5 FEET SOUTH OF THE
 NP0112'SOUTH RAIL, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD
 NP0112'DISK, STAMPED Y 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0112
 NP0112                          STATION RECOVERY (2007)
 NP0112
 NP0112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0112'NEW TIES
 NP0112'1.9 FT. WEST TO FIBERGLASS WITNESS POST
 NP0112'2.0 FT. NORTH TO BASE OF METAL WITNESS POST
 NP0112'56.2 FT. NORTH TO SOUTH RAIL OF SOUTH TRACK
 NP0112'136.0 FT. SOUTH TO CENTERLINE OF STATE HIGHWAY 2
 NP0112'PLACED 5/8 IN. REBAR ON SOUTH SIDE OF MARK
 NP0112'
 NP0112'WE FOUND THE MARK TO BE 6 FT. HIGHER THAN THE TRACKS, NOT 6 FT. LOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0262 ***********************************************************************
 NO0262  DESIGNATION -  Y 62
 NO0262  PID         -  NO0262
 NO0262  STATE/COUNTY-  NE/HOOKER
 NO0262  COUNTRY     -  US
 NO0262  USGS QUAD   -  MULLEN (2017)
 NO0262
 NO0262                         *CURRENT SURVEY CONTROL
 NO0262  ______________________________________________________________________
 NO0262* NAD 83(1986) POSITION- 42 02 31.     (N) 101 05 20.     (W)   SCALED
 NO0262* NAVD 88 ORTHO HEIGHT -   989.440 (meters)     3246.19  (feet) ADJUSTED
 NO0262  ______________________________________________________________________
 NO0262  GEOID HEIGHT    -        -20.521 (meters)                     GEOID18
 NO0262  DYNAMIC HEIGHT  -        988.919 (meters)     3244.48  (feet) COMP
 NO0262  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 NO0262
 NO0262  VERT ORDER      -  SECOND    CLASS 0
 NO0262
 NO0262.The horizontal coordinates were scaled from a map and have
 NO0262.an estimated accuracy of +/- 6 seconds.
 NO0262
 NO0262.The orthometric height was determined by differential leveling and
 NO0262.adjusted by the NATIONAL GEODETIC SURVEY
 NO0262.in June 1991.
 NO0262
 NO0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0262.GEOID18 height accuracy estimate available here.
 NO0262
 NO0262.Click photographs - Photos may exist for this station.
 NO0262
 NO0262.The dynamic height is computed by dividing the NAVD 88
 NO0262.geopotential number by the normal gravity value computed on the
 NO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0262.degrees latitude (g = 980.6199 gals.).
 NO0262
 NO0262.The modeled gravity was interpolated from observed gravity values.
 NO0262
 NO0262;                    North         East    Units  Estimated Accuracy
 NO0262;SPC NE       -   245,780.      409,870.      MT  (+/- 180 meters Scaled)
 NO0262
 NO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM271565(NAD 83)
 NO0262
 NO0262                          SUPERSEDED SURVEY CONTROL
 NO0262
 NO0262  NGVD 29 (??/??/92)  989.092  (m)         3245.05   (f) ADJ UNCH    2 0
 NO0262
 NO0262.Superseded values are not recommended for survey control.
 NO0262
 NO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0262.See file dsdata.pdf to determine how the superseded data were derived.
 NO0262
 NO0262_MARKER: DB = BENCH MARK DISK
 NO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0262_STAMPING: Y 62 1934
 NO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0262+STABILITY: SURFACE MOTION
 NO0262
 NO0262  HISTORY     - Date     Condition        Report By
 NO0262  HISTORY     - 1934     MONUMENTED       CGS
 NO0262  HISTORY     - 19851101 MARK NOT FOUND   USPSQD
 NO0262  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0262
 NO0262                          STATION DESCRIPTION
 NO0262
 NO0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0262'2.5 MI W FROM MULLEN.
 NO0262'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0262'FROM THE STATION AT MULLEN, HOOKER COUNTY, 19 RAILS WEST OF
 NO0262'MILEPOST 271, NEAR THE WEST END OF A CURVE, AT THE TOP OF A
 NO0262'SMALL KNOLL BETWEEN TWO LARGE KNOLLS, AND 41.0 FEET SOUTH OF
 NO0262'THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 NO0262'Y 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0262
 NO0262                          STATION RECOVERY (1985)
 NO0262
 NO0262'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0262'MARK NOT FOUND.
 NO0262
 NO0262                          STATION RECOVERY (1991)
 NO0262
 NO0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0262'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0006 ***********************************************************************
 MM0006  DESIGNATION -  Y 63
 MM0006  PID         -  MM0006
 MM0006  STATE/COUNTY-  NE/THOMAS
 MM0006  COUNTRY     -  US
 MM0006  USGS QUAD   -  HALSEY (2017)
 MM0006
 MM0006                         *CURRENT SURVEY CONTROL
 MM0006  ______________________________________________________________________
 MM0006* NAD 83(1986) POSITION- 41 55 04.     (N) 100 20 03.     (W)   SCALED
 MM0006* NAVD 88 ORTHO HEIGHT -   831.211 (meters)     2727.06  (feet) ADJUSTED
 MM0006  ______________________________________________________________________
 MM0006  GEOID HEIGHT    -        -21.913 (meters)                     GEOID18
 MM0006  DYNAMIC HEIGHT  -        830.793 (meters)     2725.69  (feet) COMP
 MM0006  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 MM0006
 MM0006  VERT ORDER      -  SECOND    CLASS 0
 MM0006
 MM0006.The horizontal coordinates were scaled from a map and have
 MM0006.an estimated accuracy of +/- 6 seconds.
 MM0006
 MM0006.The orthometric height was determined by differential leveling and
 MM0006.adjusted by the NATIONAL GEODETIC SURVEY
 MM0006.in June 1991.
 MM0006
 MM0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0006.GEOID18 height accuracy estimate available here.
 MM0006
 MM0006.Click photographs - Photos may exist for this station.
 MM0006
 MM0006.The dynamic height is computed by dividing the NAVD 88
 MM0006.geopotential number by the normal gravity value computed on the
 MM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0006.degrees latitude (g = 980.6199 gals.).
 MM0006
 MM0006.The modeled gravity was interpolated from observed gravity values.
 MM0006
 MM0006;                    North         East    Units  Estimated Accuracy
 MM0006;SPC NE       -   231,480.      472,290.      MT  (+/- 180 meters Scaled)
 MM0006
 MM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM893415(NAD 83)
 MM0006
 MM0006                          SUPERSEDED SURVEY CONTROL
 MM0006
 MM0006  NGVD 29 (??/??/92)  830.915  (m)         2726.09   (f) ADJ UNCH    2 0
 MM0006
 MM0006.Superseded values are not recommended for survey control.
 MM0006
 MM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0006.See file dsdata.pdf to determine how the superseded data were derived.
 MM0006
 MM0006_MARKER: DB = BENCH MARK DISK
 MM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0006_STAMPING: Y 63 1934
 MM0006_MARK LOGO: CGS
 MM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0006+STABILITY: SURFACE MOTION
 MM0006
 MM0006  HISTORY     - Date     Condition        Report By
 MM0006  HISTORY     - 1934     MONUMENTED       CGS
 MM0006  HISTORY     - 1950     MARK NOT FOUND   USGS
 MM0006
 MM0006                          STATION DESCRIPTION
 MM0006
 MM0006'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 MM0006'3.5 MI NW FROM HALSEY.
 MM0006'3.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0006'RAILROAD FROM THE STATION AT HALSEY, THOMAS COUNTY AT MILEAGE
 MM0006'228.8, 99 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AT
 MM0006'THE NORTH SIDE OF STATE HIGHWAY 2, AND 1.6 FEET NORTH OF THE
 MM0006'RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MM0006'POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0171 ***********************************************************************
 MM0171  DESIGNATION -  Y 64
 MM0171  PID         -  MM0171
 MM0171  STATE/COUNTY-  NE/LOGAN
 MM0171  COUNTRY     -  US
 MM0171  USGS QUAD   -  HAPPY HOLLOW (2017)
 MM0171
 MM0171                         *CURRENT SURVEY CONTROL
 MM0171  ______________________________________________________________________
 MM0171* NAD 83(1986) POSITION- 41 42 00.     (N) 100 35 17.     (W)   SCALED
 MM0171* NAVD 88 ORTHO HEIGHT -   915.535 (meters)     3003.72  (feet) ADJUSTED
 MM0171  ______________________________________________________________________
 MM0171  GEOID HEIGHT    -        -21.765 (meters)                     GEOID18
 MM0171  DYNAMIC HEIGHT  -        915.032 (meters)     3002.07  (feet) COMP
 MM0171  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 MM0171
 MM0171  VERT ORDER      -  SECOND    CLASS 0
 MM0171
 MM0171.The horizontal coordinates were scaled from a map and have
 MM0171.an estimated accuracy of +/- 6 seconds.
 MM0171
 MM0171.The orthometric height was determined by differential leveling and
 MM0171.adjusted by the NATIONAL GEODETIC SURVEY
 MM0171.in June 1991.
 MM0171
 MM0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0171.GEOID18 height accuracy estimate available here.
 MM0171
 MM0171.Click photographs - Photos may exist for this station.
 MM0171
 MM0171.The dynamic height is computed by dividing the NAVD 88
 MM0171.geopotential number by the normal gravity value computed on the
 MM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0171.degrees latitude (g = 980.6199 gals.).
 MM0171
 MM0171.The modeled gravity was interpolated from observed gravity values.
 MM0171
 MM0171;                    North         East    Units  Estimated Accuracy
 MM0171;SPC NE       -   207,410.      451,070.      MT  (+/- 180 meters Scaled)
 MM0171
 MM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM678176(NAD 83)
 MM0171
 MM0171                          SUPERSEDED SURVEY CONTROL
 MM0171
 MM0171  NGVD 29 (??/??/92)  915.216  (m)         3002.67   (f) ADJ UNCH    2 0
 MM0171
 MM0171.Superseded values are not recommended for survey control.
 MM0171
 MM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0171.See file dsdata.pdf to determine how the superseded data were derived.
 MM0171
 MM0171_MARKER: DB = BENCH MARK DISK
 MM0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0171_STAMPING: Y 64 1934
 MM0171_MARK LOGO: CGS
 MM0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0171+STABILITY: SURFACE MOTION
 MM0171
 MM0171  HISTORY     - Date     Condition        Report By
 MM0171  HISTORY     - 1934     MONUMENTED       CGS
 MM0171  HISTORY     - 19851018 MARK NOT FOUND   USPSQD
 MM0171
 MM0171                          STATION DESCRIPTION
 MM0171
 MM0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0171'17.8 MI N FROM STAPLETON.
 MM0171'ABOUT 17.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0171'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT
 MM0171'7.2 MILES SOUTH OF A BRIDGE OVER DISMAL RIVER, ABUT 70 YARDS
 MM0171'NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 24 FEET EAST
 MM0171'OF THE CENTER LINE OF THE HIGHWAY, 5.8 FEET NORTHEAST OF A FENCE
 MM0171'CORNER, AND 2.4 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 MM0171'DISK, STAMPED Y 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0171
 MM0171                          STATION RECOVERY (1985)
 MM0171
 MM0171'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 MM0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0576 ***********************************************************************
 NN0576  DESIGNATION -  Y 67 RESET
 NN0576  PID         -  NN0576
 NN0576  STATE/COUNTY-  NE/BROWN
 NN0576  COUNTRY     -  US
 NN0576  USGS QUAD   -  HOFELD LAKE (2017)
 NN0576
 NN0576                         *CURRENT SURVEY CONTROL
 NN0576  ______________________________________________________________________
 NN0576* NAD 83(1986) POSITION- 42 29 58.     (N) 099 52 18.     (W)   SCALED
 NN0576* NAVD 88 ORTHO HEIGHT -   779.91  (meters)     2558.8   (feet) RESET
 NN0576  ______________________________________________________________________
 NN0576  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 NN0576  VERT ORDER      -  THIRD
 NN0576
 NN0576.The horizontal coordinates were scaled from a map and have
 NN0576.an estimated accuracy of +/- 6 seconds.
 NN0576
 NN0576.The orthometric height was computed from unverified reset data.
 NN0576
 NN0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0576.GEOID18 height accuracy estimate available here.
 NN0576
 NN0576.Click photographs - Photos may exist for this station.
 NN0576
 NN0576;                    North         East    Units  Estimated Accuracy
 NN0576;SPC NE       -   296,030.      510,550.      MT  (+/- 180 meters Scaled)
 NN0576
 NN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN283055(NAD 83)
 NN0576
 NN0576                          SUPERSEDED SURVEY CONTROL
 NN0576
 NN0576  NGVD 29 (??/??/??)  779.61   (m)         2557.8    (f) RESET       3  
 NN0576
 NN0576.Superseded values are not recommended for survey control.
 NN0576
 NN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0576.See file dsdata.pdf to determine how the superseded data were derived.
 NN0576
 NN0576_MARKER: DB = BENCH MARK DISK
 NN0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0576_STAMPING: Y 67 1935 RESET 1957
 NN0576_MARK LOGO: CGS
 NN0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0576+STABILITY: SURFACE MOTION
 NN0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0576+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 NN0576
 NN0576  HISTORY     - Date     Condition        Report By
 NN0576  HISTORY     - 1957     MONUMENTED       CGS
 NN0576  HISTORY     - 20070821 GOOD             NEDR
 NN0576  HISTORY     - 20171003 GOOD             INDIV
 NN0576
 NN0576                          STATION DESCRIPTION
 NN0576
 NN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NN0576'3.5 MI S FROM AINSWORTH.
 NN0576'3.5 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION
 NN0576'AT AINSWORTH, BROWN COUNTY, 60 FEET WEST OF THE CENTER OF STATE
 NN0576'HIGHWAY 7, 37 FEET EAST OF A POWER POLE, 28 FEET NORTH OF THE
 NN0576'CENTER OF A ROAD LEADING WEST TO A RANCH, 21 FEET NORTH OF A
 NN0576'HALF-SECTION-LINE FENCE, AND 1 FOOT EAST OF A FENCE.  THE MARK
 NN0576'PROJECTS 6 INCHES AND THE DISK IS STAMPED Y 67 1935 RESET 1957.
 NN0576
 NN0576                          STATION RECOVERY (2007)
 NN0576
 NN0576'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (PS)
 NN0576'RECOVERED IN GOOD CONDITION.
 NN0576
 NN0576                          STATION RECOVERY (2017)
 NN0576
 NN0576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (LLB)
 NN0576'FOUND GOOD CONDITION FLUSH,SOUTH 1.73 FT. TO FIBERGLAS WITNESS
 NN0576'SIGN,SOUTH 1.75 FT. TO CUT-OFF POWER POLE POST NOW IS CORNER
 NN0576'POST,SOUTH 35 FT. TO CENTERLINE PASTURE DRIVE WEST. LAT=42 29 59.0
 NN0576'LONG.=099 52 19.0.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0206 ***********************************************************************
 MM0206  DESIGNATION -  Y 7
 MM0206  PID         -  MM0206
 MM0206  STATE/COUNTY-  NE/KEITH
 MM0206  COUNTRY     -  US
 MM0206  USGS QUAD   -  PAXTON NORTH (2017)
 MM0206
 MM0206                         *CURRENT SURVEY CONTROL
 MM0206  ______________________________________________________________________
 MM0206* NAD 83(1986) POSITION- 41 07 31.     (N) 101 18 09.     (W)   SCALED
 MM0206* NAVD 88 ORTHO HEIGHT -   925.134 (meters)     3035.21  (feet) ADJUSTED
 MM0206  ______________________________________________________________________
 MM0206  GEOID HEIGHT    -        -21.711 (meters)                     GEOID18
 MM0206  DYNAMIC HEIGHT  -        924.561 (meters)     3033.33  (feet) COMP
 MM0206  MODELED GRAVITY -    979,974.0   (mgal)                       NAVD 88
 MM0206
 MM0206  VERT ORDER      -  FIRST     CLASS II
 MM0206
 MM0206.The horizontal coordinates were scaled from a map and have
 MM0206.an estimated accuracy of +/- 6 seconds.
 MM0206
 MM0206.The orthometric height was determined by differential leveling and
 MM0206.adjusted by the NATIONAL GEODETIC SURVEY
 MM0206.in June 1991.
 MM0206
 MM0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0206.GEOID18 height accuracy estimate available here.
 MM0206
 MM0206.Click photographs - Photos may exist for this station.
 MM0206
 MM0206.The dynamic height is computed by dividing the NAVD 88
 MM0206.geopotential number by the normal gravity value computed on the
 MM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0206.degrees latitude (g = 980.6199 gals.).
 MM0206
 MM0206.The modeled gravity was interpolated from observed gravity values.
 MM0206
 MM0206;                    North         East    Units  Estimated Accuracy
 MM0206;SPC NE       -   144,260.      390,660.      MT  (+/- 180 meters Scaled)
 MM0206
 MM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL067552(NAD 83)
 MM0206
 MM0206                          SUPERSEDED SURVEY CONTROL
 MM0206
 MM0206  NGVD 29 (02/14/92)  924.721  (m)         3033.86   (f) ADJUSTED    1 2
 MM0206  NGVD 29 (??/??/87)  924.753  (m)         3033.96   (f) SUPERSEDED  1 2
 MM0206
 MM0206.Superseded values are not recommended for survey control.
 MM0206
 MM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0206.See file dsdata.pdf to determine how the superseded data were derived.
 MM0206
 MM0206_MARKER: DB = BENCH MARK DISK
 MM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0206_STAMPING: Y 7 1933 3033.960
 MM0206_MARK LOGO: CGS
 MM0206_PROJECTION: RECESSED 15 CENTIMETERS
 MM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0206+STABILITY: SURFACE MOTION
 MM0206
 MM0206  HISTORY     - Date     Condition        Report By
 MM0206  HISTORY     - 1933     MONUMENTED       CGS
 MM0206  HISTORY     - 1986     GOOD             NGS
 MM0206
 MM0206                          STATION DESCRIPTION
 MM0206
 MM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0206'2.6 MI E FROM PAXTON.
 MM0206'ABOUT 2.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0206'PAXTON, KEITH COUNTY, ABOUT 9-1/2 POLES EAST OF MILEPOST 313,
 MM0206'AT A PRIVATE-ROAD CROSSING, 40 FEET EAST OF THE CENTER LINE OF
 MM0206'THE ROAD, 42.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN
 MM0206'TRACK, AND 5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 MM0206'STANDARD DISK, STAMPED 3033.960 Y 7 1933 AND SET IN THE TOP OF
 MM0206'A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0206
 MM0206                          STATION RECOVERY (1986)
 MM0206
 MM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0206'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM (2.8
 MM0206'MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF STATE ROUTE 51 C
 MM0206'AT PAXTON, 6.1 METERS (20 FT) EAST-NORTHEAST OF A POWER POLE.
 MM0206'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0521 ***********************************************************************
 ML0521  DESIGNATION -  Y 70
 ML0521  PID         -  ML0521
 ML0521  STATE/COUNTY-  NE/WHEELER
 ML0521  COUNTRY     -  US
 ML0521  USGS QUAD   -  ERICSON (2017)
 ML0521
 ML0521                         *CURRENT SURVEY CONTROL
 ML0521  ______________________________________________________________________
 ML0521* NAD 83(1986) POSITION- 41 47 00.     (N) 098 42 59.     (W)   SCALED
 ML0521* NAVD 88 ORTHO HEIGHT -   630.983 (meters)     2070.15  (feet) ADJUSTED
 ML0521  ______________________________________________________________________
 ML0521  GEOID HEIGHT    -        -24.164 (meters)                     GEOID18
 ML0521  DYNAMIC HEIGHT  -        630.683 (meters)     2069.17  (feet) COMP
 ML0521  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 ML0521
 ML0521  VERT ORDER      -  SECOND    CLASS 0
 ML0521
 ML0521.The horizontal coordinates were scaled from a map and have
 ML0521.an estimated accuracy of +/- 6 seconds.
 ML0521
 ML0521.The orthometric height was determined by differential leveling and
 ML0521.adjusted by the NATIONAL GEODETIC SURVEY
 ML0521.in June 1991.
 ML0521
 ML0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0521.GEOID18 height accuracy estimate available here.
 ML0521
 ML0521.Click photographs - Photos may exist for this station.
 ML0521
 ML0521.The dynamic height is computed by dividing the NAVD 88
 ML0521.geopotential number by the normal gravity value computed on the
 ML0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0521.degrees latitude (g = 980.6199 gals.).
 ML0521
 ML0521.The modeled gravity was interpolated from observed gravity values.
 ML0521
 ML0521;                    North         East    Units  Estimated Accuracy
 ML0521;SPC NE       -   217,290.      606,670.      MT  (+/- 180 meters Scaled)
 ML0521
 ML0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM235257(NAD 83)
 ML0521
 ML0521                          SUPERSEDED SURVEY CONTROL
 ML0521
 ML0521  NGVD 29 (??/??/92)  630.736  (m)         2069.34   (f) ADJ UNCH    2 0
 ML0521
 ML0521.Superseded values are not recommended for survey control.
 ML0521
 ML0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0521.See file dsdata.pdf to determine how the superseded data were derived.
 ML0521
 ML0521_MARKER: DB = BENCH MARK DISK
 ML0521_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0521_STAMPING: Y 70 1935
 ML0521_MARK LOGO: CGS
 ML0521_PROJECTION: FLUSH
 ML0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0521
 ML0521  HISTORY     - Date     Condition        Report By
 ML0521  HISTORY     - 1935     MONUMENTED       CGS
 ML0521  HISTORY     - 1950     GOOD             CGS
 ML0521
 ML0521                          STATION DESCRIPTION
 ML0521
 ML0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0521'2.2 MI W FROM ERICSON.
 ML0521'0.4 MILE NORTHWEST ALONG OLD STATE HIGHWAY 53 FROM THE POST
 ML0521'OFFICE AT ERICSON, THENCE 1.75 MILES WEST ALONG STATE HIGHWAY
 ML0521'91, JUST EAST OF THE TOP OF A HILL, 40 FEET NORTH OF THE CENTER
 ML0521'LINE OF THE HIGHWAY, 44 FEET EAST OF THE CENTER LINE OF A
 ML0521'PRIVATE ROAD LEADING NORTH, 35 FEET EAST OF A FENCE CORNER,
 ML0521'1.4 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET
 ML0521'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0619 ***********************************************************************
 ML0619  DESIGNATION -  Y 71
 ML0619  PID         -  ML0619
 ML0619  STATE/COUNTY-  NE/LOUP
 ML0619  COUNTRY     -  US
 ML0619  USGS QUAD   -  TAYLOR (2017)
 ML0619
 ML0619                         *CURRENT SURVEY CONTROL
 ML0619  ______________________________________________________________________
 ML0619* NAD 83(1986) POSITION- 41 47 58.     (N) 099 28 32.     (W)   SCALED
 ML0619* NAVD 88 ORTHO HEIGHT -   702.547 (meters)     2304.94  (feet) ADJUSTED
 ML0619  ______________________________________________________________________
 ML0619  GEOID HEIGHT    -        -22.935 (meters)                     GEOID18
 ML0619  DYNAMIC HEIGHT  -        702.209 (meters)     2303.83  (feet) COMP
 ML0619  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 ML0619
 ML0619  VERT ORDER      -  SECOND    CLASS 0
 ML0619
 ML0619.The horizontal coordinates were scaled from a map and have
 ML0619.an estimated accuracy of +/- 6 seconds.
 ML0619
 ML0619.The orthometric height was determined by differential leveling and
 ML0619.adjusted by the NATIONAL GEODETIC SURVEY
 ML0619.in June 1991.
 ML0619
 ML0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0619.GEOID18 height accuracy estimate available here.
 ML0619
 ML0619.Click photographs - Photos may exist for this station.
 ML0619
 ML0619.The dynamic height is computed by dividing the NAVD 88
 ML0619.geopotential number by the normal gravity value computed on the
 ML0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0619.degrees latitude (g = 980.6199 gals.).
 ML0619
 ML0619.The modeled gravity was interpolated from observed gravity values.
 ML0619
 ML0619;                    North         East    Units  Estimated Accuracy
 ML0619;SPC NE       -   218,420.      543,570.      MT  (+/- 180 meters Scaled)
 ML0619
 ML0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM604276(NAD 83)
 ML0619
 ML0619                          SUPERSEDED SURVEY CONTROL
 ML0619
 ML0619  NGVD 29 (??/??/92)  702.289  (m)         2304.09   (f) ADJ UNCH    2 0
 ML0619
 ML0619.Superseded values are not recommended for survey control.
 ML0619
 ML0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0619.See file dsdata.pdf to determine how the superseded data were derived.
 ML0619
 ML0619_MARKER: DB = BENCH MARK DISK
 ML0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0619_STAMPING: Y 71 1935
 ML0619_MARK LOGO: CGS
 ML0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0619+STABILITY: SURFACE MOTION
 ML0619
 ML0619  HISTORY     - Date     Condition        Report By
 ML0619  HISTORY     - 1935     MONUMENTED       CGS
 ML0619
 ML0619                          STATION DESCRIPTION
 ML0619
 ML0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0619'5.8 MI NW FROM TAYLOR.
 ML0619'5.8 MILES NORTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0619'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 0.2 MILE WEST OF CURVE
 ML0619'IN HIGHWAY, 200 FEET EAST OF THE ENTRANCE TO THE FARM OCCUPIED
 ML0619'BY J.A. STROHLE, 150 FEET NORTH OF THE NORTHWEST CORNER OF
 ML0619'BARN, AND 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0619'AND 2.0 FEET NORTH OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0178 ***********************************************************************
 NO0178  DESIGNATION -  Y 72
 NO0178  PID         -  NO0178
 NO0178  STATE/COUNTY-  NE/CHERRY
 NO0178  COUNTRY     -  US
 NO0178  USGS QUAD   -  SIMEON (2017)
 NO0178
 NO0178                         *CURRENT SURVEY CONTROL
 NO0178  ______________________________________________________________________
 NO0178* NAD 83(1986) POSITION- 42 34 44.     (N) 100 44 08.     (W)   SCALED
 NO0178* NAVD 88 ORTHO HEIGHT -   902.493 (meters)     2960.93  (feet) ADJUSTED
 NO0178  ______________________________________________________________________
 NO0178  GEOID HEIGHT    -        -21.261 (meters)                     GEOID18
 NO0178  DYNAMIC HEIGHT  -        902.075 (meters)     2959.56  (feet) COMP
 NO0178  MODELED GRAVITY -    980,128.3   (mgal)                       NAVD 88
 NO0178
 NO0178  VERT ORDER      -  FIRST     CLASS II
 NO0178
 NO0178.The horizontal coordinates were scaled from a map and have
 NO0178.an estimated accuracy of +/- 6 seconds.
 NO0178
 NO0178.The orthometric height was determined by differential leveling and
 NO0178.adjusted by the NATIONAL GEODETIC SURVEY
 NO0178.in June 1991.
 NO0178
 NO0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0178.GEOID18 height accuracy estimate available here.
 NO0178
 NO0178.Click photographs - Photos may exist for this station.
 NO0178
 NO0178.The dynamic height is computed by dividing the NAVD 88
 NO0178.geopotential number by the normal gravity value computed on the
 NO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0178.degrees latitude (g = 980.6199 gals.).
 NO0178
 NO0178.The modeled gravity was interpolated from observed gravity values.
 NO0178
 NO0178;                    North         East    Units  Estimated Accuracy
 NO0178;SPC NE       -   305,100.      439,630.      MT  (+/- 180 meters Scaled)
 NO0178
 NO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN575155(NAD 83)
 NO0178
 NO0178                          SUPERSEDED SURVEY CONTROL
 NO0178
 NO0178  NGVD 29 (02/14/92)  902.176  (m)         2959.89   (f) ADJUSTED    1 2
 NO0178  NGVD 29 (??/??/87)  902.176  (m)         2959.89   (f) SUPERSEDED  1 2
 NO0178
 NO0178.Superseded values are not recommended for survey control.
 NO0178
 NO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0178.See file dsdata.pdf to determine how the superseded data were derived.
 NO0178
 NO0178_MARKER: DB = BENCH MARK DISK
 NO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0178_STAMPING: Y 72 1934
 NO0178_MARK LOGO: CGS
 NO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0178+STABILITY: SURFACE MOTION
 NO0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0178+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0178
 NO0178  HISTORY     - Date     Condition        Report By
 NO0178  HISTORY     - 1934     MONUMENTED       CGS
 NO0178  HISTORY     - 19910804 GOOD             NGS
 NO0178
 NO0178                          STATION DESCRIPTION
 NO0178
 NO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0178'2.8 MI S FROM SIMEON.
 NO0178'ABOUT 2.8 MILES SOUTH ALONG THE BROWNLEE ROAD FROM THE POST
 NO0178'OFFICE AT SIMEON, CHERRY COUNTY, 19 FEET NORTH OF POLE 40
 NO0178'BEARING DIRECTIONS TO HACK BERRY LAKE, 22.5 FEET EAST OF THE
 NO0178'CENTER LINE OF THE ROAD, AND 7 FEET WEST OF THE NORTH-AND-SOUTH
 NO0178'FENCE.  A STANDARD DISK, STAMPED Y 72 1934 AND SET IN THE TOP
 NO0178'OF A CONCRETE POST.
 NO0178
 NO0178                          STATION RECOVERY (1991)
 NO0178
 NO0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0178'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0178'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0178'ALONG STATE HIGHWAY SPUR 16B, THENCE 13.8 KM (8.55 MI) WESTERLY ALONG
 NO0178'A PAVED ROAD, 45.8 M (150.3 FT) SOUTH OF THE CENTER OF A FIELD
 NO0178'ENTRANCE, 14.4 M (47.2 FT) EAST OF AND LEVEL WITH THE ROAD CENTER,
 NO0178'0.9 M (3.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 NO0178'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0104 ***********************************************************************
 NO0104  DESIGNATION -  Y 73
 NO0104  PID         -  NO0104
 NO0104  STATE/COUNTY-  NE/THOMAS
 NO0104  COUNTRY     -  US
 NO0104  USGS QUAD   -  DUCK LAKE SE (2017)
 NO0104
 NO0104                         *CURRENT SURVEY CONTROL
 NO0104  ______________________________________________________________________
 NO0104* NAD 83(1986) POSITION- 42 05 21.     (N) 100 35 02.     (W)   SCALED
 NO0104* NAVD 88 ORTHO HEIGHT -   913.734 (meters)     2997.81  (feet) ADJUSTED
 NO0104  ______________________________________________________________________
 NO0104  GEOID HEIGHT    -        -21.705 (meters)                     GEOID18
 NO0104  DYNAMIC HEIGHT  -        913.260 (meters)     2996.25  (feet) COMP
 NO0104  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 NO0104
 NO0104  VERT ORDER      -  SECOND    CLASS 0
 NO0104
 NO0104.The horizontal coordinates were scaled from a map and have
 NO0104.an estimated accuracy of +/- 6 seconds.
 NO0104
 NO0104.The orthometric height was determined by differential leveling and
 NO0104.adjusted by the NATIONAL GEODETIC SURVEY
 NO0104.in June 1991.
 NO0104
 NO0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0104.GEOID18 height accuracy estimate available here.
 NO0104
 NO0104.Click photographs - Photos may exist for this station.
 NO0104
 NO0104.The dynamic height is computed by dividing the NAVD 88
 NO0104.geopotential number by the normal gravity value computed on the
 NO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0104.degrees latitude (g = 980.6199 gals.).
 NO0104
 NO0104.The modeled gravity was interpolated from observed gravity values.
 NO0104
 NO0104;                    North         East    Units  Estimated Accuracy
 NO0104;SPC NE       -   250,620.      451,710.      MT  (+/- 180 meters Scaled)
 NO0104
 NO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM690608(NAD 83)
 NO0104
 NO0104                          SUPERSEDED SURVEY CONTROL
 NO0104
 NO0104  NGVD 29 (??/??/92)  913.410  (m)         2996.75   (f) ADJ UNCH    2 0
 NO0104
 NO0104.Superseded values are not recommended for survey control.
 NO0104
 NO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0104.See file dsdata.pdf to determine how the superseded data were derived.
 NO0104
 NO0104_MARKER: DB = BENCH MARK DISK
 NO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0104_STAMPING: Y 73 1934
 NO0104_MARK LOGO: CGS
 NO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0104+STABILITY: SURFACE MOTION
 NO0104
 NO0104  HISTORY     - Date     Condition        Report By
 NO0104  HISTORY     - 1934     MONUMENTED       CGS
 NO0104  HISTORY     - 20160329 MARK NOT FOUND   NEGS
 NO0104
 NO0104                          STATION DESCRIPTION
 NO0104
 NO0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0104'7.6 MI N FROM THEDFORD.
 NO0104'ABOUT 7.6 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 NO0104'COURTHOUSE AT THEDFORD, THOMAS COUNTY, AT THE EAST END OF A
 NO0104'0.1 MILE EAST-AND-WEST SECTION OF THE ROAD, 36.5 FEET SOUTHEAST OF
 NO0104'THE SOUTH CORNER OF SECTIONS 23 AND 24, T. 24 N., R. 28 W., 9.8
 NO0104'FEET WEST OF A FENCE CORNER, AND 1.5 FEET NORTH OF THE FENCE.
 NO0104'A STANDARD DISK, STAMPED Y 73 1934 AND SET IN THE TOP OF A
 NO0104'CONCRETE POST.
 NO0104
 NO0104                          STATION RECOVERY (2016)
 NO0104
 NO0104'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NO0104'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0081 ***********************************************************************
 NP0081  DESIGNATION -  Y 74
 NP0081  PID         -  NP0081
 NP0081  STATE/COUNTY-  NE/SHERIDAN
 NP0081  COUNTRY     -  US
 NP0081  USGS QUAD   -  ARGO HILL (2017)
 NP0081
 NP0081                         *CURRENT SURVEY CONTROL
 NP0081  ______________________________________________________________________
 NP0081* NAD 83(1986) POSITION- 42 15 51.34   (N) 102 12 55.68   (W)   HD_HELD1
 NP0081* NAVD 88 ORTHO HEIGHT -  1199.538 (meters)     3935.48  (feet) ADJUSTED
 NP0081  ______________________________________________________________________
 NP0081  GEOID HEIGHT    -        -18.565 (meters)                     GEOID18
 NP0081  DYNAMIC HEIGHT  -       1198.876 (meters)     3933.31  (feet) COMP
 NP0081  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 NP0081
 NP0081  VERT ORDER      -  SECOND    CLASS 0
 NP0081
 NP0081.The horizontal coordinates were determined by differentially corrected
 NP0081.hand held GPS observations or other comparable positioning techniques
 NP0081.and have an estimated accuracy of +/- 3 meters.
 NP0081
 NP0081.The orthometric height was determined by differential leveling and
 NP0081.adjusted by the NATIONAL GEODETIC SURVEY
 NP0081.in June 1991.
 NP0081
 NP0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0081.GEOID18 height accuracy estimate available here.
 NP0081
 NP0081.Click photographs - Photos may exist for this station.
 NP0081
 NP0081.The dynamic height is computed by dividing the NAVD 88
 NP0081.geopotential number by the normal gravity value computed on the
 NP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0081.degrees latitude (g = 980.6199 gals.).
 NP0081
 NP0081.The modeled gravity was interpolated from observed gravity values.
 NP0081
 NP0081;                    North         East    Units  Estimated Accuracy
 NP0081;SPC NE       -   272,244.0     317,274.7     MT  (+/- 3 meters HH1 GPS) 
 NP0081
 NP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2966082872(NAD 83)
 NP0081
 NP0081                          SUPERSEDED SURVEY CONTROL
 NP0081
 NP0081  NGVD 29 (??/??/92) 1198.998  (m)         3933.71   (f) ADJ UNCH    2 0
 NP0081
 NP0081.Superseded values are not recommended for survey control.
 NP0081
 NP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0081.See file dsdata.pdf to determine how the superseded data were derived.
 NP0081
 NP0081_MARKER: DB = BENCH MARK DISK
 NP0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0081_STAMPING: Y 74 1934
 NP0081_MARK LOGO: CGS
 NP0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0081+STABILITY: SURFACE MOTION
 NP0081
 NP0081  HISTORY     - Date     Condition        Report By
 NP0081  HISTORY     - 1934     MONUMENTED       CGS
 NP0081  HISTORY     - 1948     MARK NOT FOUND   CGS
 NP0081
 NP0081                          STATION DESCRIPTION
 NP0081
 NP0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NP0081'17.6 MI N FROM ELLSWORTH.
 NP0081'17.6 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0081'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0081'COUNTY, 400 FEET SOUTHWEST OF A FARMHOUSE, 38 FEET EAST OF A
 NP0081'NORTH-AND-SOUTH FENCE, 36 FEET SOUTHEAST OF THE CENTER OF A
 NP0081'CATTLE GUARD, 20 FEET NORTH OF AN EAST-AND-WEST FENCE, AND
 NP0081'16-1/2 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 NP0081'Y 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0071 ***********************************************************************
 NP0071  DESIGNATION -  Y 75
 NP0071  PID         -  NP0071
 NP0071  STATE/COUNTY-  NE/SHERIDAN
 NP0071  COUNTRY     -  US
 NP0071  USGS QUAD   -  GORDON (2017)
 NP0071
 NP0071                         *CURRENT SURVEY CONTROL
 NP0071  ______________________________________________________________________
 NP0071* NAD 83(1986) POSITION- 42 48 12.     (N) 102 12 07.     (W)   SCALED
 NP0071* NAVD 88 ORTHO HEIGHT -  1083.732 (meters)     3555.54  (feet) ADJUSTED
 NP0071  ______________________________________________________________________
 NP0071  GEOID HEIGHT    -        -18.424 (meters)                     GEOID18
 NP0071  DYNAMIC HEIGHT  -       1083.220 (meters)     3553.86  (feet) COMP
 NP0071  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 NP0071
 NP0071  VERT ORDER      -  FIRST     CLASS II
 NP0071
 NP0071.The horizontal coordinates were scaled from a map and have
 NP0071.an estimated accuracy of +/- 6 seconds.
 NP0071
 NP0071.The orthometric height was determined by differential leveling and
 NP0071.adjusted by the NATIONAL GEODETIC SURVEY
 NP0071.in June 1991.
 NP0071
 NP0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0071.GEOID18 height accuracy estimate available here.
 NP0071
 NP0071.Click photographs - Photos may exist for this station.
 NP0071
 NP0071.The dynamic height is computed by dividing the NAVD 88
 NP0071.geopotential number by the normal gravity value computed on the
 NP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0071.degrees latitude (g = 980.6199 gals.).
 NP0071
 NP0071.The modeled gravity was interpolated from observed gravity values.
 NP0071
 NP0071;                    North         East    Units  Estimated Accuracy
 NP0071;SPC NE       -   332,070.      319,910.      MT  (+/- 180 meters Scaled)
 NP0071
 NP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH287427(NAD 83)
 NP0071
 NP0071                          SUPERSEDED SURVEY CONTROL
 NP0071
 NP0071  NGVD 29 (??/??/92) 1083.244  (m)         3553.94   (f) ADJ UNCH    1 2
 NP0071
 NP0071.Superseded values are not recommended for survey control.
 NP0071
 NP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0071.See file dsdata.pdf to determine how the superseded data were derived.
 NP0071
 NP0071_MARKER: DB = BENCH MARK DISK
 NP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0071_STAMPING: Y 75 1934
 NP0071_MARK LOGO: CGS
 NP0071_PROJECTION: FLUSH
 NP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0071+STABILITY: SURFACE MOTION
 NP0071
 NP0071  HISTORY     - Date     Condition        Report By
 NP0071  HISTORY     - 1934     MONUMENTED       CGS
 NP0071  HISTORY     - 1957     GOOD             CGS
 NP0071  HISTORY     - 1969     GOOD             USGS
 NP0071
 NP0071                          STATION DESCRIPTION
 NP0071
 NP0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0071'AT GORDON.
 NP0071'AT GORDON, AT THE ELM STREET CROSSING OF THE CHICAGO AND
 NP0071'NORTH WESTERN RAILWAY, IN T. 33 N., R. 41 W., SECTION 30., 108 1/2
 NP0071'FEET NORTHEAST OF THE EAST CORNER OF THE CHICAGO AND NORTH
 NP0071'WESTERN RAILWAY STATION, 42 FEET WEST OF THE CENTER LINE OF THE
 NP0071'CROSSING AT ELM STREET, 40 FEET SOUTHWEST OF THE CENTER LINE
 NP0071'OF ELM STREET, 18 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 NP0071'MAIN TRACK, 3 FEET NORTH OF A 6-INCH BY 6-INCH LIGHT POST, 1
 NP0071'FOOT SOUTHEAST OF A ROUND CONCRETE BATTERY BOX WHICH PROJECTS
 NP0071'2 1/2 FEET, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NP0071'WITH THE GROUND.
 NP0071
 NP0071                          STATION RECOVERY (1969)
 NP0071
 NP0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1074 ***********************************************************************
 LF1074  DESIGNATION -  Y 78
 LF1074  PID         -  LF1074
 LF1074  STATE/COUNTY-  NE/CASS
 LF1074  COUNTRY     -  US
 LF1074  USGS QUAD   -  NEHAWKA (2017)
 LF1074
 LF1074                         *CURRENT SURVEY CONTROL
 LF1074  ______________________________________________________________________
 LF1074* NAD 83(1986) POSITION- 40 51 24.     (N) 095 55 41.     (W)   SCALED
 LF1074* NAVD 88 ORTHO HEIGHT -   332.975 (meters)     1092.44  (feet) ADJUSTED
 LF1074  ______________________________________________________________________
 LF1074  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 LF1074  DYNAMIC HEIGHT  -        332.825 (meters)     1091.94  (feet) COMP
 LF1074  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 LF1074
 LF1074  VERT ORDER      -  SECOND    CLASS 0
 LF1074
 LF1074.The horizontal coordinates were scaled from a map and have
 LF1074.an estimated accuracy of +/- 6 seconds.
 LF1074
 LF1074.The orthometric height was determined by differential leveling and
 LF1074.adjusted by the NATIONAL GEODETIC SURVEY
 LF1074.in June 1991.
 LF1074
 LF1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1074.GEOID18 height accuracy estimate available here.
 LF1074
 LF1074.Click photographs - Photos may exist for this station.
 LF1074
 LF1074.The dynamic height is computed by dividing the NAVD 88
 LF1074.geopotential number by the normal gravity value computed on the
 LF1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1074.degrees latitude (g = 980.6199 gals.).
 LF1074
 LF1074.The modeled gravity was interpolated from observed gravity values.
 LF1074
 LF1074;                    North         East    Units  Estimated Accuracy
 LF1074;SPC NE       -   121,700.      843,110.      MT  (+/- 180 meters Scaled)
 LF1074
 LF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF531269(NAD 83)
 LF1074
 LF1074                          SUPERSEDED SURVEY CONTROL
 LF1074
 LF1074  NGVD 29 (??/??/92)  332.887  (m)         1092.15   (f) ADJ UNCH    2 0
 LF1074
 LF1074.Superseded values are not recommended for survey control.
 LF1074
 LF1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1074.See file dsdata.pdf to determine how the superseded data were derived.
 LF1074
 LF1074_MARKER: DB = BENCH MARK DISK
 LF1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1074_STAMPING: Y 78 1935
 LF1074_MARK LOGO: CGS
 LF1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1074+STABILITY: SURFACE MOTION
 LF1074
 LF1074  HISTORY     - Date     Condition        Report By
 LF1074  HISTORY     - 1935     MONUMENTED       CGS
 LF1074  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 LF1074
 LF1074                          STATION DESCRIPTION
 LF1074
 LF1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF1074'3.3 MI N FROM UNION.
 LF1074'3.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1074'STATION AT UNION, CASS COUNTY, 174 FEET SOUTHEAST OF POLE
 LF1074'450+30, AT A ROAD CROSSING, 84.7 FEET SOUTHEAST OF THE CENTER
 LF1074'OF THE CROSSING, 72.5 FEET EAST OF THE EAST RAIL, AND ABOUT 8
 LF1074'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 78 1935
 LF1074'AND SET IN THE TOP OF A CONCRETE POST.
 LF1074
 LF1074                          STATION RECOVERY (1981)
 LF1074
 LF1074'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF1074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0075 ***********************************************************************
 MN0075  DESIGNATION -  Y 8
 MN0075  PID         -  MN0075
 MN0075  STATE/COUNTY-  NE/DEUEL
 MN0075  COUNTRY     -  US
 MN0075  USGS QUAD   -  BARTON (2017)
 MN0075
 MN0075                         *CURRENT SURVEY CONTROL
 MN0075  ______________________________________________________________________
 MN0075* NAD 83(1986) POSITION- 41 02 02.     (N) 102 10 29.     (W)   SCALED
 MN0075* NAVD 88 ORTHO HEIGHT -  1041.714 (meters)     3417.69  (feet) ADJUSTED
 MN0075  ______________________________________________________________________
 MN0075  GEOID HEIGHT    -        -20.537 (meters)                     GEOID18
 MN0075  DYNAMIC HEIGHT  -       1041.036 (meters)     3415.47  (feet) COMP
 MN0075  MODELED GRAVITY -    979,938.0   (mgal)                       NAVD 88
 MN0075
 MN0075  VERT ORDER      -  FIRST     CLASS II
 MN0075
 MN0075.The horizontal coordinates were scaled from a map and have
 MN0075.an estimated accuracy of +/- 6 seconds.
 MN0075
 MN0075.The orthometric height was determined by differential leveling and
 MN0075.adjusted by the NATIONAL GEODETIC SURVEY
 MN0075.in June 1991.
 MN0075
 MN0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0075.GEOID18 height accuracy estimate available here.
 MN0075
 MN0075.Click photographs - Photos may exist for this station.
 MN0075
 MN0075.The dynamic height is computed by dividing the NAVD 88
 MN0075.geopotential number by the normal gravity value computed on the
 MN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0075.degrees latitude (g = 980.6199 gals.).
 MN0075
 MN0075.The modeled gravity was interpolated from observed gravity values.
 MN0075
 MN0075;                    North         East    Units  Estimated Accuracy
 MN0075;SPC NE       -   135,590.      317,200.      MT  (+/- 180 meters Scaled)
 MN0075
 MN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF375463(NAD 83)
 MN0075
 MN0075                          SUPERSEDED SURVEY CONTROL
 MN0075
 MN0075  NGVD 29 (??/??/92) 1041.249  (m)         3416.16   (f) ADJ UNCH    1 2
 MN0075
 MN0075.Superseded values are not recommended for survey control.
 MN0075
 MN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0075.See file dsdata.pdf to determine how the superseded data were derived.
 MN0075
 MN0075_MARKER: DB = BENCH MARK DISK
 MN0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0075_STAMPING: 3416.164 Y 8 1933
 MN0075_MARK LOGO: CGS
 MN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0075+STABILITY: SURFACE MOTION
 MN0075
 MN0075  HISTORY     - Date     Condition        Report By
 MN0075  HISTORY     - 1933     MONUMENTED       CGS
 MN0075  HISTORY     - 1941     GOOD             CGS
 MN0075  HISTORY     - 1986     MARK NOT FOUND   NGS
 MN0075
 MN0075                          STATION DESCRIPTION
 MN0075
 MN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0075'5.5 MI W FROM BIG SPRINGS.
 MN0075'ABOUT 5.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM BIG
 MN0075'SPRINGS, DEUEL COUNTY, ABOUT 20 POLES EAST OF MILEPOST 360,
 MN0075'WEST OF THE CATTLE LOADING-CHUTE AT BARTON SIDING, AT A
 MN0075'PUBLIC-ROAD CROSSING, 14 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MN0075'134 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 77.1 FEET
 MN0075'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 58.3 FEET
 MN0075'NORTH OF THE NORTH RAIL OF THE SIDETRACK, AND 3.4 FEET SOUTH OF THE
 MN0075'NORTH RIGHT-OF-WAY BOARD FENCE.  A STANDARD DISK, STAMPED 3416,
 MN0075'164 Y 8 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MN0075'2 INCHES ABOVE GROUND.
 MN0075
 MN0075                          STATION RECOVERY (1941)
 MN0075
 MN0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0075'RECOVERED IN GOOD CONDITION.
 MN0075
 MN0075                          STATION RECOVERY (1986)
 MN0075
 MN0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0075'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0505 ***********************************************************************
 LG0505  DESIGNATION -  Y 80
 LG0505  PID         -  LG0505
 LG0505  STATE/COUNTY-  NE/SEWARD
 LG0505  COUNTRY     -  US
 LG0505  USGS QUAD   -  MILFORD (2017)
 LG0505
 LG0505                         *CURRENT SURVEY CONTROL
 LG0505  ______________________________________________________________________
 LG0505* NAD 83(1986) POSITION- 40 52 21.     (N) 097 05 25.     (W)   SCALED
 LG0505* NAVD 88 ORTHO HEIGHT -   439.218 (meters)     1441.00  (feet) ADJUSTED
 LG0505  ______________________________________________________________________
 LG0505  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 LG0505  DYNAMIC HEIGHT  -        438.983 (meters)     1440.23  (feet) COMP
 LG0505  MODELED GRAVITY -    980,077.3   (mgal)                       NAVD 88
 LG0505
 LG0505  VERT ORDER      -  SECOND    CLASS 0
 LG0505
 LG0505.The horizontal coordinates were scaled from a map and have
 LG0505.an estimated accuracy of +/- 6 seconds.
 LG0505
 LG0505.The orthometric height was determined by differential leveling and
 LG0505.adjusted by the NATIONAL GEODETIC SURVEY
 LG0505.in June 1991.
 LG0505
 LG0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0505.GEOID18 height accuracy estimate available here.
 LG0505
 LG0505.Click photographs - Photos may exist for this station.
 LG0505
 LG0505.The dynamic height is computed by dividing the NAVD 88
 LG0505.geopotential number by the normal gravity value computed on the
 LG0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0505.degrees latitude (g = 980.6199 gals.).
 LG0505
 LG0505.The modeled gravity was interpolated from observed gravity values.
 LG0505
 LG0505;                    North         East    Units  Estimated Accuracy
 LG0505;SPC NE       -   119,500.      745,170.      MT  (+/- 180 meters Scaled)
 LG0505
 LG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL609263(NAD 83)
 LG0505
 LG0505                          SUPERSEDED SURVEY CONTROL
 LG0505
 LG0505  NGVD 29 (??/??/92)  439.038  (m)         1440.41   (f) ADJ UNCH    2 0
 LG0505
 LG0505.Superseded values are not recommended for survey control.
 LG0505
 LG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0505.See file dsdata.pdf to determine how the superseded data were derived.
 LG0505
 LG0505_MARKER: DB = BENCH MARK DISK
 LG0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0505_STAMPING: Y 80 1935
 LG0505_MARK LOGO: CGS
 LG0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0505+STABILITY: SURFACE MOTION
 LG0505
 LG0505  HISTORY     - Date     Condition        Report By
 LG0505  HISTORY     - 1935     MONUMENTED       CGS
 LG0505  HISTORY     - 1963     MARK NOT FOUND   USGS
 LG0505
 LG0505                          STATION DESCRIPTION
 LG0505
 LG0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0505'2.3 MI S FROM SEWARD.
 LG0505'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0505'FROM THE STATION AT SEWARD, SEWARD COUNTY, 0.1 MILE SOUTH OF
 LG0505'MILEPOST 27, 43.6 FEET NORTHEAST OF CULVERT 26.89, AT A ROAD
 LG0505'CROSSING, 58.4 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD,
 LG0505'52.2 FEET EAST OF THE EAST RAIL, AND 1.5 FEET WEST OF A FENCE.
 LG0505'A STANDARD DISK, STAMPED Y 80 1935 AND SET IN THE TOP OF A
 LG0505'CONCRETE POST.
 LG0505
 LG0505                          STATION RECOVERY (1963)
 LG0505
 LG0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0967 ***********************************************************************
 MK0967  DESIGNATION -  Y 81
 MK0967  PID         -  MK0967
 MK0967  STATE/COUNTY-  NE/SAUNDERS
 MK0967  COUNTRY     -  US
 MK0967  USGS QUAD   -  TOUHY (2017)
 MK0967
 MK0967                         *CURRENT SURVEY CONTROL
 MK0967  ______________________________________________________________________
 MK0967* NAD 83(1986) POSITION- 41 12 21.     (N) 096 49 38.     (W)   SCALED
 MK0967* NAVD 88 ORTHO HEIGHT -   444.606 (meters)     1458.68  (feet) ADJUSTED
 MK0967  ______________________________________________________________________
 MK0967  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 MK0967  DYNAMIC HEIGHT  -        444.390 (meters)     1457.97  (feet) COMP
 MK0967  MODELED GRAVITY -    980,125.4   (mgal)                       NAVD 88
 MK0967
 MK0967  VERT ORDER      -  SECOND    CLASS 0
 MK0967
 MK0967.The horizontal coordinates were scaled from a map and have
 MK0967.an estimated accuracy of +/- 6 seconds.
 MK0967
 MK0967.The orthometric height was determined by differential leveling and
 MK0967.adjusted by the NATIONAL GEODETIC SURVEY
 MK0967.in June 1991.
 MK0967
 MK0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0967.GEOID18 height accuracy estimate available here.
 MK0967
 MK0967.Click photographs - Photos may exist for this station.
 MK0967
 MK0967.The dynamic height is computed by dividing the NAVD 88
 MK0967.geopotential number by the normal gravity value computed on the
 MK0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0967.degrees latitude (g = 980.6199 gals.).
 MK0967
 MK0967.The modeled gravity was interpolated from observed gravity values.
 MK0967
 MK0967;                    North         East    Units  Estimated Accuracy
 MK0967;SPC NE       -   157,260.      765,960.      MT  (+/- 180 meters Scaled)
 MK0967
 MK0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL821638(NAD 83)
 MK0967
 MK0967                          SUPERSEDED SURVEY CONTROL
 MK0967
 MK0967  NGVD 29 (??/??/92)  444.438  (m)         1458.13   (f) ADJ UNCH    2 0
 MK0967
 MK0967.Superseded values are not recommended for survey control.
 MK0967
 MK0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0967.See file dsdata.pdf to determine how the superseded data were derived.
 MK0967
 MK0967_MARKER: DB = BENCH MARK DISK
 MK0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0967_STAMPING: Y 81 1935
 MK0967_MARK LOGO: CGS
 MK0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0967+STABILITY: SURFACE MOTION
 MK0967
 MK0967  HISTORY     - Date     Condition        Report By
 MK0967  HISTORY     - 1935     MONUMENTED       CGS
 MK0967
 MK0967                          STATION DESCRIPTION
 MK0967
 MK0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0967'10.8 MI W FROM WAHOO.
 MK0967'10.8 MILES WEST OF POST OFFICE BY HIGHWAY.  ALONG NEBRASKA
 MK0967'STATE HIGHWAY NUMBER 16 BETWEEN WAHOO AND BRAINARD 0.7 MILE WEST
 MK0967'OF JUNCTION WITH STATE HIGHWAY NUMBER 79 GOING NORTH AND 0.3 MILE
 MK0967'EAST OF JUNCTION WITH STATE HIGHWAY 79 GOING SOUTH, ABOUT 500
 MK0967'FEET WEST OF FARM HOUSE.  25.6 FEET NORTH OF CENTER LINE OF
 MK0967'HIGHWAY 16, AND 3.7 FEET SOUTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0968 ***********************************************************************
 MK0968  DESIGNATION -  Y 81 RESET
 MK0968  PID         -  MK0968
 MK0968  STATE/COUNTY-  NE/SAUNDERS
 MK0968  COUNTRY     -  US
 MK0968  USGS QUAD   -  TOUHY (2017)
 MK0968
 MK0968                         *CURRENT SURVEY CONTROL
 MK0968  ______________________________________________________________________
 MK0968* NAD 83(1986) POSITION- 41 12 23.34   (N) 096 49 30.87   (W)   HD_HELD1
 MK0968* NAVD 88 ORTHO HEIGHT -   444.36  (meters)     1457.9   (feet) RESET
 MK0968  ______________________________________________________________________
 MK0968  GEOID HEIGHT    -        -26.705 (meters)                     GEOID18
 MK0968  VERT ORDER      -  THIRD
 MK0968
 MK0968.The horizontal coordinates were determined by differentially corrected
 MK0968.hand held GPS observations or other comparable positioning techniques
 MK0968.and have an estimated accuracy of +/- 3 meters.
 MK0968
 MK0968.The orthometric height was computed from unverified reset data.
 MK0968
 MK0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0968.GEOID18 height accuracy estimate available here.
 MK0968
 MK0968.Click photographs - Photos may exist for this station.
 MK0968
 MK0968;                    North         East    Units  Estimated Accuracy
 MK0968;SPC NE       -   157,341.5     766,126.4     MT  (+/- 3 meters HH1 GPS) 
 MK0968
 MK0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8233463959(NAD 83)
 MK0968
 MK0968                          SUPERSEDED SURVEY CONTROL
 MK0968
 MK0968  NGVD 29 (??/??/??)  444.20   (m)         1457.3    (f) RESET       3  
 MK0968
 MK0968.Superseded values are not recommended for survey control.
 MK0968
 MK0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0968.See file dsdata.pdf to determine how the superseded data were derived.
 MK0968
 MK0968_MARKER: DB = BENCH MARK DISK
 MK0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0968_STAMPING: Y 81 RESET 1939
 MK0968_MARK LOGO: CGS
 MK0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0968+STABILITY: SURFACE MOTION
 MK0968
 MK0968  HISTORY     - Date     Condition        Report By
 MK0968  HISTORY     - 1939     MONUMENTED       NEDR
 MK0968  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK0968
 MK0968                          STATION DESCRIPTION
 MK0968
 MK0968'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1939
 MK0968'10.8 MI W FROM WAHOO.
 MK0968'10.8 MILES WEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 16 FROM THE
 MK0968'POST OFFICE AT WAHOO, SAUNDERS COUNTY, 0.7 MILE WEST OF THE
 MK0968'JUNCTION OF STATE HIGHWAY 79 LEADING NORTH, 0.3 MILE EAST OF THE
 MK0968'JUNCTION OF STATE HIGHWAY 79 LEADING SOUTH, 0.1 MILE WEST OF A
 MK0968'FARMHOUSE, AND 40 FEET NORTH OF THE CENTER LINE OF THE OLD
 MK0968'HIGHWAY.  A STANDARD DISK, STAMPED Y 81 RESET 1939 AND SET IN THE
 MK0968'TOP OF A CONCRETE POST.
 MK0968
 MK0968                          STATION RECOVERY (1968)
 MK0968
 MK0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MK0968'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0483 ***********************************************************************
 LG0483  DESIGNATION -  Y 82
 LG0483  PID         -  LG0483
 LG0483  STATE/COUNTY-  NE/FILLMORE
 LG0483  COUNTRY     -  US
 LG0483  USGS QUAD   -  FRIEND (2017)
 LG0483
 LG0483                         *CURRENT SURVEY CONTROL
 LG0483  ______________________________________________________________________
 LG0483* NAD 83(1986) POSITION- 40 41 55.     (N) 097 22 23.     (W)   SCALED
 LG0483* NAVD 88 ORTHO HEIGHT -   471.857 (meters)     1548.08  (feet) ADJUSTED
 LG0483  ______________________________________________________________________
 LG0483  GEOID HEIGHT    -        -26.837 (meters)                     GEOID18
 LG0483  DYNAMIC HEIGHT  -        471.599 (meters)     1547.24  (feet) COMP
 LG0483  MODELED GRAVITY -    980,063.9   (mgal)                       NAVD 88
 LG0483
 LG0483  VERT ORDER      -  SECOND    CLASS 0
 LG0483
 LG0483.The horizontal coordinates were scaled from a map and have
 LG0483.an estimated accuracy of +/- 6 seconds.
 LG0483
 LG0483.The orthometric height was determined by differential leveling and
 LG0483.adjusted by the NATIONAL GEODETIC SURVEY
 LG0483.in June 1991.
 LG0483
 LG0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0483.GEOID18 height accuracy estimate available here.
 LG0483
 LG0483.Click photographs - Photos may exist for this station.
 LG0483
 LG0483.The dynamic height is computed by dividing the NAVD 88
 LG0483.geopotential number by the normal gravity value computed on the
 LG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0483.degrees latitude (g = 980.6199 gals.).
 LG0483
 LG0483.The modeled gravity was interpolated from observed gravity values.
 LG0483
 LG0483;                    North         East    Units  Estimated Accuracy
 LG0483;SPC NE       -    99,440.      721,930.      MT  (+/- 180 meters Scaled)
 LG0483
 LG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL374065(NAD 83)
 LG0483
 LG0483                          SUPERSEDED SURVEY CONTROL
 LG0483
 LG0483  NGVD 29 (??/??/92)  471.686  (m)         1547.52   (f) ADJ UNCH    2 0
 LG0483
 LG0483.Superseded values are not recommended for survey control.
 LG0483
 LG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0483.See file dsdata.pdf to determine how the superseded data were derived.
 LG0483
 LG0483_MARKER: DB = BENCH MARK DISK
 LG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0483_STAMPING: Y 82 1935
 LG0483_MARK LOGO: CGS
 LG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0483+STABILITY: SURFACE MOTION
 LG0483
 LG0483  HISTORY     - Date     Condition        Report By
 LG0483  HISTORY     - 1935     MONUMENTED       CGS
 LG0483  HISTORY     - 1938     GOOD             CGS
 LG0483
 LG0483                          STATION DESCRIPTION
 LG0483
 LG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0483'1.6 MI SW FROM CORDOVA.
 LG0483'IN FILLMORE COUNTY, 1.6 MILES SOUTHWEST ALONG THE CHICAGO AND
 LG0483'NORTH WESTERN RAILWAY FROM THE STATION AT CORDOVA, SEWARD
 LG0483'COUNTY, 0.2 MILE WEST OF A FARMHOUSE, 140 FEET NORTHEAST OF
 LG0483'BRIDGE C 92, 49.7 FEET EAST OF THE EAST RAIL, AND 9.7 FEET WEST
 LG0483'OF A LARGE CORNER POST.  A STANDARD DISK, STAMPED Y 82 1935 AND
 LG0483'SET IN THE TOP OF A CONCRETE POST.
 LG0483
 LG0483                          STATION RECOVERY (1938)
 LG0483
 LG0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LG0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0034 ***********************************************************************
 ML0034  DESIGNATION -  Y 83
 ML0034  PID         -  ML0034
 ML0034  STATE/COUNTY-  NE/BOONE
 ML0034  COUNTRY     -  US
 ML0034  USGS QUAD   -  PETERSBURG (2017)
 ML0034
 ML0034                         *CURRENT SURVEY CONTROL
 ML0034  ______________________________________________________________________
 ML0034* NAD 83(1986) POSITION- 41 45 50.     (N) 098 04 51.     (W)   SCALED
 ML0034* NAVD 88 ORTHO HEIGHT -   559.118 (meters)     1834.37  (feet) ADJUSTED
 ML0034  ______________________________________________________________________
 ML0034  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 ML0034  DYNAMIC HEIGHT  -        558.868 (meters)     1833.55  (feet) COMP
 ML0034  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 ML0034
 ML0034  VERT ORDER      -  SECOND    CLASS 0
 ML0034
 ML0034.The horizontal coordinates were scaled from a map and have
 ML0034.an estimated accuracy of +/- 6 seconds.
 ML0034
 ML0034.The orthometric height was determined by differential leveling and
 ML0034.adjusted by the NATIONAL GEODETIC SURVEY
 ML0034.in June 1991.
 ML0034
 ML0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0034.GEOID18 height accuracy estimate available here.
 ML0034
 ML0034.Click photographs - Photos may exist for this station.
 ML0034
 ML0034.The dynamic height is computed by dividing the NAVD 88
 ML0034.geopotential number by the normal gravity value computed on the
 ML0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0034.degrees latitude (g = 980.6199 gals.).
 ML0034
 ML0034.The modeled gravity was interpolated from observed gravity values.
 ML0034
 ML0034;                    North         East    Units  Estimated Accuracy
 ML0034;SPC NE       -   216,110.      659,530.      MT  (+/- 180 meters Scaled)
 ML0034
 ML0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM764239(NAD 83)
 ML0034
 ML0034                          SUPERSEDED SURVEY CONTROL
 ML0034
 ML0034  NGVD 29 (??/??/92)  558.884  (m)         1833.61   (f) ADJ UNCH    2 0
 ML0034
 ML0034.Superseded values are not recommended for survey control.
 ML0034
 ML0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0034.See file dsdata.pdf to determine how the superseded data were derived.
 ML0034
 ML0034_MARKER: DB = BENCH MARK DISK
 ML0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0034_STAMPING: Y 83 1935
 ML0034_MARK LOGO: CGS
 ML0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0034+STABILITY: SURFACE MOTION
 ML0034
 ML0034  HISTORY     - Date     Condition        Report By
 ML0034  HISTORY     - 1935     MONUMENTED       CGS
 ML0034  HISTORY     - 1939     GOOD             CGS
 ML0034  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 ML0034
 ML0034                          STATION DESCRIPTION
 ML0034
 ML0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0034'AT LORETTO.
 ML0034'AT LORETTO, BOONE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ML0034'RAILWAY, 52.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 ML0034'IN THE PARK SOUTH OF THE STATION, 20.4 FEET EAST OF THE EAST
 ML0034'RAIL, AND 26.7 FEET SOUTHWEST OF A WELL.  A STANDARD DISK,
 ML0034'STAMPED Y 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0034
 ML0034                          STATION RECOVERY (1939)
 ML0034
 ML0034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 ML0034'RECOVERED IN GOOD CONDITION.
 ML0034
 ML0034                          STATION RECOVERY (1981)
 ML0034
 ML0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 ML0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1214 ***********************************************************************
 MK1214  DESIGNATION -  Y 84
 MK1214  PID         -  MK1214
 MK1214  STATE/COUNTY-  NE/PLATTE
 MK1214  COUNTRY     -  US
 MK1214  USGS QUAD   -  HUMPHREY (2017)
 MK1214
 MK1214                         *CURRENT SURVEY CONTROL
 MK1214  ______________________________________________________________________
 MK1214* NAD 83(1986) POSITION- 41 41 00.     (N) 097 29 09.     (W)   SCALED
 MK1214* NAVD 88 ORTHO HEIGHT -   505.028 (meters)     1656.91  (feet) ADJUSTED
 MK1214  ______________________________________________________________________
 MK1214  GEOID HEIGHT    -        -24.853 (meters)                     GEOID18
 MK1214  DYNAMIC HEIGHT  -        504.808 (meters)     1656.19  (feet) COMP
 MK1214  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 MK1214
 MK1214  VERT ORDER      -  SECOND    CLASS 0
 MK1214
 MK1214.The horizontal coordinates were scaled from a map and have
 MK1214.an estimated accuracy of +/- 6 seconds.
 MK1214
 MK1214.The orthometric height was determined by differential leveling and
 MK1214.adjusted by the NATIONAL GEODETIC SURVEY
 MK1214.in June 1991.
 MK1214
 MK1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1214.GEOID18 height accuracy estimate available here.
 MK1214
 MK1214.Click photographs - Photos may exist for this station.
 MK1214
 MK1214.The dynamic height is computed by dividing the NAVD 88
 MK1214.geopotential number by the normal gravity value computed on the
 MK1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1214.degrees latitude (g = 980.6199 gals.).
 MK1214
 MK1214.The modeled gravity was interpolated from observed gravity values.
 MK1214
 MK1214;                    North         East    Units  Estimated Accuracy
 MK1214;SPC NE       -   208,440.      709,230.      MT  (+/- 180 meters Scaled)
 MK1214
 MK1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM260157(NAD 83)
 MK1214
 MK1214                          SUPERSEDED SURVEY CONTROL
 MK1214
 MK1214  NGVD 29 (??/??/92)  504.831  (m)         1656.27   (f) ADJ UNCH    2 0
 MK1214
 MK1214.Superseded values are not recommended for survey control.
 MK1214
 MK1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1214.See file dsdata.pdf to determine how the superseded data were derived.
 MK1214
 MK1214_MARKER: DB = BENCH MARK DISK
 MK1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1214_STAMPING: Y 84 1935
 MK1214_MARK LOGO: CGS
 MK1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1214+STABILITY: SURFACE MOTION
 MK1214
 MK1214  HISTORY     - Date     Condition        Report By
 MK1214  HISTORY     - 1935     MONUMENTED       CGS
 MK1214
 MK1214                          STATION DESCRIPTION
 MK1214
 MK1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1214'AT HUMPHREY.
 MK1214'AT HUMPHREY.  ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1214'ABOUT 0.1 MI W OF THE STATION, ABOUT 1000 FEET WEST OF RAILROAD
 MK1214'JUNCTION OF THE C. AND N. W. RR. AND THE UNION PACIFIC RAILWAY,
 MK1214'ABOUT 400 FEET SOUTH OF STOCKYARDS, 108.4 FEET NORTHWEST OF THE
 MK1214'NORTHWEST CORNER OF WINDMILL, 54.3 FEET NORTH OF THE NORTH
 MK1214'RAIL, 9.7 FEET SOUTH OF BOARD SNOW FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0058 ***********************************************************************
 ML0058  DESIGNATION -  Y 85
 ML0058  PID         -  ML0058
 ML0058  STATE/COUNTY-  NE/BOONE
 ML0058  COUNTRY     -  US
 ML0058  USGS QUAD   -  SPALDING (2017)
 ML0058
 ML0058                         *CURRENT SURVEY CONTROL
 ML0058  ______________________________________________________________________
 ML0058* NAD 83(1986) POSITION- 41 38 26.     (N) 098 16 20.     (W)   SCALED
 ML0058* NAVD 88 ORTHO HEIGHT -   565.761 (meters)     1856.17  (feet) ADJUSTED
 ML0058  ______________________________________________________________________
 ML0058  GEOID HEIGHT    -        -24.574 (meters)                     GEOID18
 ML0058  DYNAMIC HEIGHT  -        565.494 (meters)     1855.29  (feet) COMP
 ML0058  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 ML0058
 ML0058  VERT ORDER      -  SECOND    CLASS 0
 ML0058
 ML0058.The horizontal coordinates were scaled from a map and have
 ML0058.an estimated accuracy of +/- 6 seconds.
 ML0058
 ML0058.The orthometric height was determined by differential leveling and
 ML0058.adjusted by the NATIONAL GEODETIC SURVEY
 ML0058.in June 1991.
 ML0058
 ML0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0058.GEOID18 height accuracy estimate available here.
 ML0058
 ML0058.Click photographs - Photos may exist for this station.
 ML0058
 ML0058.The dynamic height is computed by dividing the NAVD 88
 ML0058.geopotential number by the normal gravity value computed on the
 ML0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0058.degrees latitude (g = 980.6199 gals.).
 ML0058
 ML0058.The modeled gravity was interpolated from observed gravity values.
 ML0058
 ML0058;                    North         East    Units  Estimated Accuracy
 ML0058;SPC NE       -   202,090.      643,890.      MT  (+/- 180 meters Scaled)
 ML0058
 ML0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM606101(NAD 83)
 ML0058
 ML0058                          SUPERSEDED SURVEY CONTROL
 ML0058
 ML0058  NGVD 29 (??/??/92)  565.520  (m)         1855.38   (f) ADJ UNCH    2 0
 ML0058
 ML0058.Superseded values are not recommended for survey control.
 ML0058
 ML0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0058.See file dsdata.pdf to determine how the superseded data were derived.
 ML0058
 ML0058_MARKER: DB = BENCH MARK DISK
 ML0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0058_STAMPING: Y 85 1935
 ML0058_MARK LOGO: CGS
 ML0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0058+STABILITY: SURFACE MOTION
 ML0058
 ML0058  HISTORY     - Date     Condition        Report By
 ML0058  HISTORY     - 1935     MONUMENTED       CGS
 ML0058  HISTORY     - 1950     MARK NOT FOUND   CGS
 ML0058
 ML0058                          STATION DESCRIPTION
 ML0058
 ML0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0058'2.1 MI NW FROM PRIMROSE.
 ML0058'2.1 MI. NW ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 ML0058'PRIMROSE, BOONE COUNTY, AT A ROAD CROSSING, 67.3 FT. SE OF THE
 ML0058'CENTER LINE OF THE ROAD, 31.7 FT. SW OF THE SOUTHWEST RAIL, AND
 ML0058'3.4 FT. NE OF A FENCE.  A STANDARD DISK, STAMPED Y 85 1935 AND
 ML0058'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE PLACE WHERE THE
 ML0058'MARK SHOULD BE IS NOW COVERED WITH 8 FEET OF DIRT AND CINDERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0130 ***********************************************************************
 MN0130  DESIGNATION -  Y 9
 MN0130  PID         -  MN0130
 MN0130  STATE/COUNTY-  NE/MORRILL
 MN0130  COUNTRY     -  US
 MN0130  USGS QUAD   -  COURTHOUSE ROCK (2017)
 MN0130
 MN0130                         *CURRENT SURVEY CONTROL
 MN0130  ______________________________________________________________________
 MN0130* NAD 83(1986) POSITION- 41 34 59.     (N) 103 02 28.     (W)   SCALED
 MN0130* NAVD 88 ORTHO HEIGHT -  1124.789 (meters)     3690.25  (feet) ADJUSTED
 MN0130  ______________________________________________________________________
 MN0130  GEOID HEIGHT    -        -19.639 (meters)                     GEOID18
 MN0130  DYNAMIC HEIGHT  -       1124.068 (meters)     3687.88  (feet) COMP
 MN0130  MODELED GRAVITY -    979,943.4   (mgal)                       NAVD 88
 MN0130
 MN0130  VERT ORDER      -  FIRST     CLASS II
 MN0130
 MN0130.The horizontal coordinates were scaled from a map and have
 MN0130.an estimated accuracy of +/- 6 seconds.
 MN0130
 MN0130.The orthometric height was determined by differential leveling and
 MN0130.adjusted by the NATIONAL GEODETIC SURVEY
 MN0130.in June 1991.
 MN0130
 MN0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0130.GEOID18 height accuracy estimate available here.
 MN0130
 MN0130.Click photographs - Photos may exist for this station.
 MN0130
 MN0130.The dynamic height is computed by dividing the NAVD 88
 MN0130.geopotential number by the normal gravity value computed on the
 MN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0130.degrees latitude (g = 980.6199 gals.).
 MN0130
 MN0130.The modeled gravity was interpolated from observed gravity values.
 MN0130
 MN0130;                    North         East    Units  Estimated Accuracy
 MN0130;SPC NE       -   198,720.      246,540.      MT  (+/- 180 meters Scaled)
 MN0130
 MN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG632053(NAD 83)
 MN0130
 MN0130                          SUPERSEDED SURVEY CONTROL
 MN0130
 MN0130  NGVD 29 (??/??/92) 1124.237  (m)         3688.43   (f) ADJ UNCH    1 2
 MN0130
 MN0130.Superseded values are not recommended for survey control.
 MN0130
 MN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0130.See file dsdata.pdf to determine how the superseded data were derived.
 MN0130
 MN0130_MARKER: DB = BENCH MARK DISK
 MN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0130_STAMPING: 3688.434 Y 9 1933
 MN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0130+STABILITY: SURFACE MOTION
 MN0130
 MN0130  HISTORY     - Date     Condition        Report By
 MN0130  HISTORY     - 1933     MONUMENTED       CGS
 MN0130  HISTORY     - 1934     GOOD             CGS
 MN0130
 MN0130                          STATION DESCRIPTION
 MN0130
 MN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0130'6.5 MI SE FROM BRIDGEPORT.
 MN0130'6.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0130'RAILROAD FROM THE STATION AT BRIDGEPORT, MORRILL COUNTY, 5 POLES
 MN0130'SOUTH OF MILEPOST 43, AT A ROAD CROSSING, 77 FEET EAST OF THE
 MN0130'EAST RAIL, 64 FEET SOUTH OF THE CENTER OF THE CROSSING, 40 FEET
 MN0130'WEST OF THE CENTERLINE OF THE ROAD ON THE EAST SIDE OF THE
 MN0130'TRACK, 25.5 FEET SOUTH OF THE SOUTH FENCE ALONG THE CROSSROAD,
 MN0130'AND 10 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD
 MN0130'DISK, STAMPED 3688.434 Y 9 1933 AND SET IN THE TOP OF A CONCRETE
 MN0130'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1133 ***********************************************************************
 ML1133  DESIGNATION -  YALE RESET
 ML1133  PID         -  ML1133
 ML1133  STATE/COUNTY-  NE/VALLEY
 ML1133  COUNTRY     -  US
 ML1133  USGS QUAD   -  COMSTOCK SE (2017)
 ML1133
 ML1133                         *CURRENT SURVEY CONTROL
 ML1133  ______________________________________________________________________
 ML1133* NAD 83(1995) POSITION- 41 30 33.27547(N) 099 02 48.30241(W)   ADJUSTED
 ML1133* NAVD 88 ORTHO HEIGHT -   751.01  (+/-2cm)     2463.9   (feet) VERTCON
 ML1133  ______________________________________________________________________
 ML1133  GEOID HEIGHT    -        -23.689 (meters)                     GEOID18
 ML1133  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 ML1133  HORZ ORDER      -  FIRST
 ML1133  VERT ORDER      -  THIRD ? (See Below)
 ML1133
 ML1133.The horizontal coordinates were established by classical geodetic methods
 ML1133.and adjusted by the National Geodetic Survey in August 1997.
 ML1133
 ML1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1133
 ML1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1133.GEOID18 height accuracy estimate available here.
 ML1133
 ML1133.The vertical order pertains to the NGVD 29 superseded value.
 ML1133
 ML1133.Click photographs - Photos may exist for this station.
 ML1133
 ML1133.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1133
 ML1133. The following values were computed from the NAD 83(1995) position.
 ML1133
 ML1133;                    North         East     Units Scale Factor Converg.
 ML1133;SPC NE       -   186,506.846   579,552.567   MT  0.99965860   +0 37 54.2
 ML1133;SPC NE       -   611,897.88  1,901,415.38   sFT  0.99965860   +0 37 54.2
 ML1133;UTM  14      - 4,595,291.449   496,098.614   MT  0.99960019   -0 01 51.5
 ML1133
 ML1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1133!SPC NE       -   0.99988593  x   0.99965860  =   0.99954457
 ML1133!UTM  14      -   0.99988593  x   0.99960019  =   0.99948617
 ML1133
 ML1133:                Primary Azimuth Mark                     Grid Az
 ML1133:SPC NE       -  YALE RM 5 AZIMUTH                        274 57 05.7
 ML1133:UTM  14      -  YALE RM 5 AZIMUTH                        275 36 51.4
 ML1133
 ML1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9609895291(NAD 83)
 ML1133
 ML1133|---------------------------------------------------------------------|
 ML1133| PID    Reference Object                     Distance      Geod. Az  |
 ML1133|                                                           dddmmss.s |
 ML1133| CO2000 YALE RM 4                            12.300 METERS 08639     |
 ML1133| CO1997 YALE RM 1                            20.490 METERS 21159     |
 ML1133| CO1998 YALE RM 2 AZIMUTH                                  27445     |
 ML1133| CO2001 YALE RM 5 AZIMUTH                                  2753459.9 |
 ML1133| CO1999 YALE RM 3                            67.861 METERS 34221     |
 ML1133|---------------------------------------------------------------------|
 ML1133
 ML1133                          SUPERSEDED SURVEY CONTROL
 ML1133
 ML1133  NAD 83(1986)-  41 30 33.28119(N)    099 02 48.30852(W) AD(       ) 1
 ML1133  NAD 27      -  41 30 33.24200(N)    099 02 46.98400(W) AD(       ) 1
 ML1133  USSD        -  41 30 33.29600(N)    099 02 47.10000(W) AD(       ) 3
 ML1133  NGVD 29             750.75   (m)         2463.1    (f) LEVELING    3  
 ML1133
 ML1133.Superseded values are not recommended for survey control.
 ML1133
 ML1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1133.See file dsdata.pdf to determine how the superseded data were derived.
 ML1133
 ML1133_MARKER: DS = TRIANGULATION STATION DISK
 ML1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1133_STAMPING: YALE 1899 1933
 ML1133_MARK LOGO: CGS
 ML1133_PROJECTION: RECESSED 36 CENTIMETERS
 ML1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1133+STABILITY: SURFACE MOTION
 ML1133
 ML1133  HISTORY     - Date     Condition        Report By
 ML1133  HISTORY     - 1899     MONUMENTED       CGS
 ML1133  HISTORY     - 1933     SEE DESCRIPTION  CGS
 ML1133  HISTORY     - 1973     GOOD             NGS
 ML1133
 ML1133                          STATION DESCRIPTION
 ML1133
 ML1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1133'THE STATION IS ON THE CREST OF A PROMINENT HILL IN THE NE.
 ML1133'1/4 SEC. 28, T. 18 N., R. 15 W., ABOUT 600 FEET EAST AND
 ML1133'200 FEET SOUTH OF THE NORTH CENTER OF THE SECTION, AND ABOUT
 ML1133'12 MILES SOUTHWEST OF ORD, ON LAND OWNED BY THE BURLINGTON
 ML1133'RAILROAD, AND AT PRESENT OCCUPIED BY D.M. ROSS, WHO LIVES ABOUT 2
 ML1133'MILES TO THE NORTHWEST.  THE BEARINGS TO CERTAIN POINTS ARE--TO
 ML1133'A.  L. JEWETTS WINDMILL, S 36 DEG 37 MIN W.  TO CHARLES MASONS
 ML1133'WINDMILL, S 49 DEG 27 MIN W.  TO WINDMILL OF POST-OFFICE
 ML1133'AT YALE, N 55 DEG 48 MIN W.  TO THE NORTHEAST CORNER OF
 ML1133'THE SECTION 28, N 84 DEG 49 MIN W.  SURFACE MARK IS A
 ML1133'MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG,
 ML1133'PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1133'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S.
 ML1133'CUT IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK,
 ML1133'BURIED ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD
 ML1133'AND WITH A SMALL DRILL HOLE IN THE BOTTOM.
 ML1133
 ML1133                          STATION RECOVERY (1933)
 ML1133
 ML1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1133'ABOUT 7 MILES NORTHEAST OF ARCADIA IN THE NORTHEAST QUARTER
 ML1133'OF SECTION 28, T. 18 N., R. 15 W., 67.3 FEET ENE OF THE CORNER
 ML1133'FENCE POST AT CORNER OF FIELD FENCED OFF FROM CANYON TO THE
 ML1133'SOUTH, 224 FEET SOUTH-SOUTHEAST OF DIRT ROAD WHICH RUNS EAST
 ML1133'AT NORTH EDGE OF FIELD, ON LAND OWNED BY THE AAGARD BROTHERS
 ML1133'WHO LIVE NORTH OF ORD.  THE SURFACE MARK WAS DESTROYED BUT
 ML1133'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 ML1133'UNDERGROUND MARK, A DRILL HOLE IN BOTTOM OF GALLON JUG,
 ML1133'LOWERED TO PERMIT PLACING SURFACE MARK BELOW PLOW LINE, 18
 ML1133'INCHES BELOW SURFACE OF GROUND.  STATION MARK IS STAMPED
 ML1133'YALE 1899-1933.  THREE R.M.S SET.
 ML1133'
 ML1133'TO REACH FROM ARCADIA, GO EAST ON STATE HIGHWAY 57 FOR
 ML1133'ABOUT 4-1/2 MILES TO ANGLE WHERE IT TURNS NORTH, THENCE NORTH
 ML1133'3.0 MILES, CONTINUE NORTHWARD ON DIRT ROAD FOR 1.5 MILES,
 ML1133'THEN WEST 1.0 MILE, THEN NORTH 1.5 MILES TO SCHOOLHOUSE ON
 ML1133'EAST SIDE OF ROAD, HERE TURN EAST ON DIM ROAD JUST NORTH OF
 ML1133'SCHOOL, FOLLOW IT EAST FOR 0.55 MILE TO A DIM FIELD-ROAD,
 ML1133'TURNING SOUTH INTO A PLOWED FIELD AT TOP OF HILL, HERE TURN
 ML1133'SOUTH AND CONTINUE APPROXIMATELY 225 FEET TO STATION.
 ML1133'
 ML1133'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 ML1133'SQUARE CONCRETE POSTS.
 ML1133'
 ML1133'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 18
 ML1133'INCHES SOUTHEAST OF THE CORNER FENCE POST MENTIONED ABOVE,
 ML1133'PROJECTS ABOUT 4 INCHES ABOVE SURFACE OF GROUND AND IS
 ML1133'STAMPED YALE 1933.
 ML1133'
 ML1133'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION,
 ML1133'APPROXIMATELY 0.2 MILE EAST OF THE SCHOOLHOUSE, AND 10 FEET
 ML1133'SOUTH OF A DIM ROAD, EAST, PROJECTS 4 INCHES ABOVE GROUND, AND
 ML1133'IS STAMPED YALE 1933.
 ML1133'
 ML1133'REFERENCE MARK NO. 3 IS NORTH-NORTHWEST OF STATION, 18 FEET
 ML1133'NORTH OF DIM ROAD, EAST, PROJECTS 4 INCHES ABOVE GROUND,
 ML1133'AND IS STAMPED YALE 1933.
 ML1133
 ML1133                          STATION RECOVERY (1973)
 ML1133
 ML1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1133'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND
 ML1133'TO BE IN GOOD CONDITION.  A SHORTER DISTANCE OF 1.36 FEET TO
 ML1133'REFERENCE MARK 3 WAS NOTED AND VERIFIED.  REFERENCE MARKS 1
 ML1133'AND 2 WERE NOT RECOVERED AT THIS TIME AND REFERENCE MARKS 4
 ML1133'AND 5 WERE SET.
 ML1133'
 ML1133'THE STATION IS LOCATED 7 MILES NORTHEAST OF ARCADIA AND 8
 ML1133'MILES SOUTHWEST OF ORD.  PERMISSION WAS OBTAINED FROM MR.
 ML1133'LOWELL JONES, TELEPHONE NUMBER 308-728-5691.
 ML1133'
 ML1133'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 70 ON THE
 ML1133'WEST SIDE OF ORD, GO SOUTHERLY ON STATE HIGHWAY 70 FOR 5.8
 ML1133'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVELED ROAD
 ML1133'FOR 3.8 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH ON GRAVELED
 ML1133'ROAD FOR 1.0 MILE TO A FORK.  KEEP LEFT FORK AND GO SOUTH ON
 ML1133'GRAVELED ROAD FOR 1.0 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 ML1133'PASS THROUGH THE GATE AND GO EAST ALONG THE SOUTH SIDE OF THE
 ML1133'FENCE FOR 0.2 MILE TO R.M. 5 (AZIMUTH MARK) ON THE LEFT.
 ML1133'CONTINUE EAST ON FIELD ROAD FOR 0.3 MILE TO A GATE.  PASS
 ML1133'THROUGH GATE AND CONTINUE EAST ALONG THE SOUTH SIDE OF THE FENCE
 ML1133'FOR 0.1 MILE TO R.M. 3 ON THE LEFT, BEAR RIGHT SOUTHEAST ACROSS
 ML1133'THE PASTURE FOR ABOUT 220 FEET AND THE STATION.
 ML1133'
 ML1133'THE STATION MARK IS A STANDARD DISK STAMPED YALE 1899 1933,
 ML1133'SET IN THE TOP OF A SQUARE CONCRETE POST 14 INCHES BELOW THE
 ML1133'SURFACE OF THE GROUND.
 ML1133'
 ML1133'REFERENCE MARK 3 IS A STANDARD DISK STAMPED YALE NO 3 1933,
 ML1133'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES,
 ML1133'12 FEET WEST OF A GATE POST AND IN THE EAST-WEST FENCE LINE.
 ML1133'
 ML1133'REFERENCE MARK 4 IS A STANDARD DISK STAMPED YALE NO 4 1899
 ML1133'1972 SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 ML1133'WITH THE SURFACE OF THE GROUND.
 ML1133'
 ML1133'REFERENCE MARK 5 IS A STANDARD DISK STAMPED YALE NO 5 1972
 ML1133'1899, SET IN THE TOP OF A ROUND POST THAT PROJECTS 2 INCHES,
 ML1133'2 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED, 1 FOOT
 ML1133'SOUTH OF THE FENCE.
 ML1133'
 ML1133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 ML1133'NORTHEAST OF ARCADIA
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1152 ***********************************************************************
 ML1152  DESIGNATION -  YELLOW
 ML1152  PID         -  ML1152
 ML1152  STATE/COUNTY-  NE/CUSTER
 ML1152  COUNTRY     -  US
 ML1152  USGS QUAD   -  MASON CITY SE (2017)
 ML1152
 ML1152                         *CURRENT SURVEY CONTROL
 ML1152  ______________________________________________________________________
 ML1152* NAD 83(1995) POSITION- 41 03 34.21423(N) 099 19 20.74875(W)   ADJUSTED
 ML1152* NAVD 88 ORTHO HEIGHT -   728.    (meters)     2388.    (feet) SCALED
 ML1152  ______________________________________________________________________
 ML1152  GEOID HEIGHT    -        -23.704 (meters)                     GEOID18
 ML1152  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 ML1152  HORZ ORDER      -  THIRD
 ML1152
 ML1152.The horizontal coordinates were established by classical geodetic methods
 ML1152.and adjusted by the National Geodetic Survey in August 1997.
 ML1152
 ML1152.The orthometric height was scaled from a topographic map.
 ML1152
 ML1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1152.GEOID18 height accuracy estimate available here.
 ML1152
 ML1152.Click photographs - Photos may exist for this station.
 ML1152
 ML1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML1152
 ML1152. The following values were computed from the NAD 83(1995) position.
 ML1152
 ML1152;                    North         East     Units Scale Factor Converg.
 ML1152;SPC NE       -   136,360.178   556,937.850   MT  0.99968875   +0 26 56.5
 ML1152;SPC NE       -   447,375.02  1,827,220.26   sFT  0.99968875   +0 26 56.5
 ML1152;UTM  14      - 4,545,412.671   472,907.508   MT  0.99960903   -0 12 42.4
 ML1152
 ML1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1152!SPC NE       -   0.99988950  x   0.99968875  =   0.99957828
 ML1152!UTM  14      -   0.99988950  x   0.99960903  =   0.99949857
 ML1152
 ML1152:                Primary Azimuth Mark                     Grid Az
 ML1152:SPC NE       -  YELLOW AZ MK                             001 53 09.8
 ML1152:UTM  14      -  YELLOW AZ MK                             002 32 48.7
 ML1152
 ML1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7290745412(NAD 83)
 ML1152
 ML1152|---------------------------------------------------------------------|
 ML1152| PID    Reference Object                     Distance      Geod. Az  |
 ML1152|                                                           dddmmss.s |
 ML1152| CO2002 YELLOW AZ MK                                       0022006.3 |
 ML1152| CO2003 YELLOW RM 1                          18.308 METERS 17346     |
 ML1152| CO2004 YELLOW RM 2                          13.974 METERS 32745     |
 ML1152|---------------------------------------------------------------------|
 ML1152
 ML1152                          SUPERSEDED SURVEY CONTROL
 ML1152
 ML1152  NAD 83(1986)-  41 03 34.22178(N)    099 19 20.75218(W) AD(       ) 3
 ML1152  NAD 27      -  41 03 34.19000(N)    099 19 19.40200(W) AD(       ) 3
 ML1152
 ML1152.Superseded values are not recommended for survey control.
 ML1152
 ML1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1152.See file dsdata.pdf to determine how the superseded data were derived.
 ML1152
 ML1152_MARKER: DB = BENCH MARK DISK
 ML1152_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1152_STAMPING: YELLOW 1949
 ML1152_MARK LOGO: USGS
 ML1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1152
 ML1152  HISTORY     - Date     Condition        Report By
 ML1152  HISTORY     - 1949     MONUMENTED       USGS
 ML1152  HISTORY     - 1951     GOOD             USGS
 ML1152  HISTORY     - 1985     GOOD             LOCSUR
 ML1152
 ML1152                          STATION DESCRIPTION
 ML1152
 ML1152'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RLE)
 ML1152'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTH OF MASON CITY
 ML1152'AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH GRADED ROAD.
 ML1152'IT IS 37.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD,
 ML1152'16.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4.0 FEET EAST
 ML1152'OF A WITNESS POST.  IT IS A STANDARD U.S.G.S. BENCH MARK DISK
 ML1152'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 ML1152'STAMPED YELLOW 1949.
 ML1152'
 ML1152'REFERENCE MARK NO. 1 IS 45.0 FEET WEST OF THE CENTER OF A
 ML1152'NORTH-SOUTH GRADED ROAD AND 2.0 FEET EAST OF A NORTH-SOUTH
 ML1152'FENCE LINE.  IT IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET
 ML1152'IN A 6 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES AND
 ML1152'STAMPED YELLOW NO 1.
 ML1152'
 ML1152'REFERENCE MARK NO. 2 IS 45.0 FEET WEST OF THE CENTER OF A
 ML1152'NORTH-SOUTH GRADED ROAD AND 1.0 FOOT EAST OF A NORTH-SOUTH
 ML1152'FENCE LINE.  IT IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 ML1152'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 9 INCHES AND
 ML1152'STAMPED YELLOW NO 2.
 ML1152'
 ML1152'THE DISTANCE BETWEEN REFERENCE MARKS IS 103.3 FEET.
 ML1152'
 ML1152'THE AZIMUTH MARK IS 17.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 ML1152'GRADED ROAD, 2.5 FEET SOUTH OF A WITNESS POST AND SET IN A
 ML1152'NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 ML1152'YELLOW 1951.
 ML1152'
 ML1152'TO REACH THE STATION FROM THE POST OFFICE IN MASON CITY, GO
 ML1152'SOUTH ON A GRAVELED ROAD FOR 3.3 MILES TO A T INTERSECTION.
 ML1152'TURN RIGHT, WEST, ON A GRAVELED ROAD FOR 0.3 MILE TO WHERE
 ML1152'MAIN ROAD TURNS LEFT, TURN LEFT, SOUTH, ON A GRAVELED ROAD
 ML1152'FOR 5.0 MILES TO A CROSSROAD AND A CHURCH AT A NORTHWEST ANGLE.
 ML1152'TURN RIGHT, WEST, ON GRADED ROAD FOR 1.0 MILE TO A T ROAD LEFT,
 ML1152'TURN LEFT, SOUTH, ON GRADED ROAD FOR 2.1 MILES TO A Y FORK,
 ML1152'TAKE LEFT FORK AND GO SOUTH FOR 0.6 MILE TO THE AZIMUTH MARK
 ML1152'ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.7 MILE TO A
 ML1152'YELLOW HOUSE ON THE LEFT AND THE STATION ON THE RIGHT AS
 ML1152'DESCRIBED.
 ML1152
 ML1152                          STATION RECOVERY (1985)
 ML1152
 ML1152'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (ERS)
 ML1152'MARK FOUND IN GOOD CONDITION AS DESCRIBED BY R.L. ENGDAHL, 1951, MARK
 ML1152'IS LOCATED IN THE NE 4 OF SECTION 36-TOWNSHIP 13 NORTH-RANGE 18 WEST
 ML1152'OF THE 6TH P.M. R.M. NO. 1 AND 2 WERE ALSO LOCATED IN GOOD
 ML1152'CONDITION, AS DESCRIBED.  YELLOW IS LOCATED APPROXIMATELY 500 FEET
 ML1152'SOUTH OF THE NORTHEAST CORNER OF SECTION 36.  WITNESS POSTS PLACED
 ML1152'1 FOOT WEST OF MARK (YELLOW) AN RMS. 1 AND 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0685 ***********************************************************************
 LG0685  DESIGNATION -  YORK
 LG0685  PID         -  LG0685
 LG0685  STATE/COUNTY-  NE/YORK
 LG0685  COUNTRY     -  US
 LG0685  USGS QUAD   -  YORK SOUTH (2017)
 LG0685
 LG0685                         *CURRENT SURVEY CONTROL
 LG0685  ______________________________________________________________________
 LG0685* NAD 83(1986) POSITION- 40 51 59.     (N) 097 35 33.     (W)   SCALED
 LG0685* NAVD 88 ORTHO HEIGHT -   490.753 (meters)     1610.08  (feet) ADJUSTED
 LG0685  ______________________________________________________________________
 LG0685  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 LG0685  DYNAMIC HEIGHT  -        490.494 (meters)     1609.23  (feet) COMP
 LG0685  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 LG0685
 LG0685  VERT ORDER      -  SECOND    CLASS 0
 LG0685
 LG0685.The horizontal coordinates were scaled from a map and have
 LG0685.an estimated accuracy of +/- 6 seconds.
 LG0685
 LG0685.The orthometric height was determined by differential leveling and
 LG0685.adjusted by the NATIONAL GEODETIC SURVEY
 LG0685.in June 1991.
 LG0685
 LG0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0685.GEOID18 height accuracy estimate available here.
 LG0685
 LG0685.Click photographs - Photos may exist for this station.
 LG0685
 LG0685.The dynamic height is computed by dividing the NAVD 88
 LG0685.geopotential number by the normal gravity value computed on the
 LG0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0685.degrees latitude (g = 980.6199 gals.).
 LG0685
 LG0685.The modeled gravity was interpolated from observed gravity values.
 LG0685
 LG0685;                    North         East    Units  Estimated Accuracy
 LG0685;SPC NE       -   117,520.      702,880.      MT  (+/- 180 meters Scaled)
 LG0685
 LG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL186248(NAD 83)
 LG0685
 LG0685                          SUPERSEDED SURVEY CONTROL
 LG0685
 LG0685  NGVD 29 (??/??/92)  490.555  (m)         1609.43   (f) ADJ UNCH    2 0
 LG0685
 LG0685.Superseded values are not recommended for survey control.
 LG0685
 LG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0685.See file dsdata.pdf to determine how the superseded data were derived.
 LG0685
 LG0685_MARKER: DB = BENCH MARK DISK
 LG0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0685_SP_SET: BUILDING
 LG0685_STAMPING: YORK 1934
 LG0685_MARK LOGO: CGS
 LG0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0685
 LG0685  HISTORY     - Date     Condition        Report By
 LG0685  HISTORY     - 1934     MONUMENTED       CGS
 LG0685  HISTORY     - 1961     GOOD             CGS
 LG0685  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 LG0685  HISTORY     - 20150311 MARK NOT FOUND   GEOCAC
 LG0685
 LG0685                          STATION DESCRIPTION
 LG0685
 LG0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0685'AT YORK.
 LG0685'AT YORK, YORK COUNTY, AT THE COUNTY COURTHOUSE, IN THE NORTH
 LG0685'WALL, 14.9 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 LG0685'19.9 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE STEPS, AND
 LG0685'4.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED YORK 1934
 LG0685'AND SET VERTICALLY.
 LG0685
 LG0685                          STATION RECOVERY (1961)
 LG0685
 LG0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0685'RECOVERED IN GOOD CONDITION.
 LG0685
 LG0685                          STATION RECOVERY (1978)
 LG0685
 LG0685'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LG0685'MARK NOT FOUND.
 LG0685
 LG0685                          STATION RECOVERY (2015)
 LG0685
 LG0685'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LG0685'BUILDING REPLACED, PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0897 ***********************************************************************
 LG0897  DESIGNATION -  YORK
 LG0897  PID         -  LG0897
 LG0897  STATE/COUNTY-  NE/YORK
 LG0897  COUNTRY     -  US
 LG0897  USGS QUAD   -  YORK NORTH (2017)
 LG0897
 LG0897                         *CURRENT SURVEY CONTROL
 LG0897  ______________________________________________________________________
 LG0897* NAD 83(1995) POSITION- 40 54 13.47610(N) 097 35 50.64622(W)   ADJUSTED
 LG0897* NAVD 88 ORTHO HEIGHT -   508.    (meters)     1667.    (feet) SCALED
 LG0897  ______________________________________________________________________
 LG0897  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 LG0897  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LG0897  HORZ ORDER      -  SECOND
 LG0897
 LG0897.The horizontal coordinates were established by classical geodetic methods
 LG0897.and adjusted by the National Geodetic Survey in August 1997.
 LG0897
 LG0897.The orthometric height was scaled from a topographic map.
 LG0897
 LG0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0897.GEOID18 height accuracy estimate available here.
 LG0897
 LG0897.Click photographs - Photos may exist for this station.
 LG0897
 LG0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0897
 LG0897. The following values were computed from the NAD 83(1995) position.
 LG0897
 LG0897;                    North         East     Units Scale Factor Converg.
 LG0897;SPC NE       -   121,656.257   702,352.784   MT  0.99971342   +1 35 31.9
 LG0897;SPC NE       -   399,133.90  2,304,302.43   sFT  0.99971342   +1 35 31.9
 LG0897;UTM  14      - 4,529,018.651   618,133.812   MT  0.99977177   +0 55 06.6
 LG0897
 LG0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0897!SPC NE       -   0.99992441  x   0.99971342  =   0.99963785
 LG0897!UTM  14      -   0.99992441  x   0.99977177  =   0.99969619
 LG0897
 LG0897:                Primary Azimuth Mark                     Grid Az
 LG0897:SPC NE       -  YORK ST REFORM FOR WOMEN TANK            209 41 59.7
 LG0897:UTM  14      -  YORK ST REFORM FOR WOMEN TANK            210 22 25.0
 LG0897
 LG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1813329018(NAD 83)
 LG0897
 LG0897|---------------------------------------------------------------------|
 LG0897| PID    Reference Object                     Distance      Geod. Az  |
 LG0897|                                                           dddmmss.s |
 LG0897| LG1394 YORK 2                               10.330 METERS 04450     |
 LG0897| LG1401 YORK AZ MK                                         1450628.8 |
 LG0897| LG1395 YORK 2 AZ MK                        APPROX. 0.6 KM 1460032.0 |
 LG0897| LG1398 YORK RM 1                            14.396 METERS 17047     |
 LG0897| LG1400 YORK RM 3                            50.426 METERS 17200     |
 LG0897| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 5.2 KM 2111731.6 |
 LG0897| LG1399 YORK RM 2                            14.682 METERS 35458     |
 LG0897|---------------------------------------------------------------------|
 LG0897
 LG0897                          SUPERSEDED SURVEY CONTROL
 LG0897
 LG0897  NAD 83(1986)-  40 54 13.48440(N)    097 35 50.64763(W) AD(       ) 2
 LG0897  NAD 27      -  40 54 13.44400(N)    097 35 49.46500(W) AD(       ) 2
 LG0897
 LG0897.Superseded values are not recommended for survey control.
 LG0897
 LG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0897.See file dsdata.pdf to determine how the superseded data were derived.
 LG0897
 LG0897_MARKER: DS = TRIANGULATION STATION DISK
 LG0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0897_STAMPING: YORK 1950
 LG0897_MARK LOGO: CGS
 LG0897_PROJECTION: FLUSH
 LG0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0897+STABILITY: SURFACE MOTION
 LG0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0897+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1983
 LG0897
 LG0897  HISTORY     - Date     Condition        Report By
 LG0897  HISTORY     - 1950     MONUMENTED       CGS
 LG0897  HISTORY     - 1950     GOOD             CGS
 LG0897  HISTORY     - 1961     GOOD             CGS
 LG0897  HISTORY     - 19830726 SEE DESCRIPTION  NGS
 LG0897
 LG0897                          STATION DESCRIPTION
 LG0897
 LG0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0897'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF YORK AND
 LG0897'6 MILES WEST OF WACO ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 LG0897'81.  IT IS 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LG0897'37 FEET NORTH OF A POWER POLE AND 3 FEET WEST OF A FENCE.
 LG0897'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LG0897'DISK IS STAMPED YORK 1950.
 LG0897'
 LG0897'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE CENTERLINE OF
 LG0897'THE HIGHWAY AND 1-1/2 FEET WEST OF A FENCE.  THE MARK PROJECTS
 LG0897'4 INCHES AND THE DISK IS STAMPED YORK NO 1 1950.
 LG0897'
 LG0897'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTERLINE OF THE
 LG0897'HIGHWAY AND 1-1/2 FEET WEST OF A BEND IN THE FENCE.  THE MARK
 LG0897'PROJECTS 4 INCHES AND THE DISK IS STAMPED YORK NO 1 1950.
 LG0897'
 LG0897'THE AZIMUTH MARK IS 72 FEET EAST OF THE CENTERLINE OF STATE
 LG0897'HIGHWAY 34, 4 FEET EAST OF A WITNESS POST AND 2 FEET NORTH OF
 LG0897'A HEDGE ROW.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 LG0897'STAMPED YORK 1950.
 LG0897'
 LG0897'TO REACH THE STATION FROM THE UNDERPASS ON US HIGHWAY 81, JUST NORTH
 LG0897'OF THE MAIN BUSINESS DISTRICT IN YORK, GO NORTH ON US HIGHWAY
 LG0897'81 FOR 1.65 MILES TO WHERE STATE HIGHWAY 34 TURNS EAST AND THE
 LG0897'AZIMUTH MARK AS DESCRIBED.  CONTINUE ON US HIGHWAY 81 FOR
 LG0897'0.45 MILE TO A CURVE IN THE HIGHWAY AND THE STATION ON THE
 LG0897'RIGHT AS DESCRIBED.
 LG0897'
 LG0897'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0897
 LG0897                          STATION RECOVERY (1950)
 LG0897
 LG0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0897'RECOVERED IN GOOD CONDITION.
 LG0897
 LG0897                          STATION RECOVERY (1961)
 LG0897
 LG0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0897'STATION RECOVERED AS DESCRIBED IN 1950 WITH ALL MARKS IN
 LG0897'GOOD CONDITION ALTHOUGH THE AZIMUTH MARK SHOWS SIGNS OF HAVING
 LG0897'BEEN HIT BY ROAD MACHINERY.  REFERENCE MARK NUMBER THREE
 LG0897'WAS SET AT THIS TIME TO MAKE IT POSSIBLE TO BUILD A TOWER
 LG0897'AWAY FROM OVERHEAD POWERLINES.
 LG0897'
 LG0897'LOCATED, AIRLINE, ABOUT 7-1/2 MILES EAST-NORTHEAST OF BRADSHAW,
 LG0897'7 MILES WEST OF WACO, AND 2-1/2 MILES NORTH OF YORK ALONG THE
 LG0897'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 81, 600 YARDS NORTHWEST OF A
 LG0897'TRAFFIC INTERCHANGE ON U.S. HIGHWAYS 81 AND 34.
 LG0897'
 LG0897'TO REACH THE STATION FROM THE YORK COUNTY COURTHOUSE IN YORK
 LG0897'GO NORTH ON U.S. HIGHWAY 81 FOR 2.2 MILES TO THE SOUTH END
 LG0897'OF A CURVE TO THE RIGHT WHERE U.S. HIGHWAY 34 BENDS TO THE
 LG0897'EAST AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT NORTH
 LG0897'ON U.S. HIGHWAY 81 .15 MILE TO A T INTERSECTION, TURN LEFT,
 LG0897'WEST, THEN BEAR RIGHT, NORTH, 0.4 MILE TO THE STATION ON THE
 LG0897'RIGHT.
 LG0897'
 LG0897'STATION MARK, A STANDARD DISK STAMPED YORK 1950 CEMENTED IN THE
 LG0897'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND,
 LG0897'IS 38.2 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 3.3 FEET
 LG0897'WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 3.1 FEET WEST-SOUTHWEST
 LG0897'OF A METAL WITNESS SIGN.
 LG0897'
 LG0897'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED YORK NO 1 1950
 LG0897'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0897'PROJECTING 4 INCHES ABOVE GROUND, IS 41.3 FEET EAST OF THE
 LG0897'CENTERLINE OF THE HIGHWAY AND 1.8 FEET WEST OF THE EAST
 LG0897'RIGHT-OF-WAY FENCE.
 LG0897'
 LG0897'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED YORK NO 2 1950
 LG0897'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0897'PROJECTING 2 INCHES ABOVE GROUND, IS 38.6 FEET EAST OF THE
 LG0897'CENTERLINE OF THE HIGHWAY AND 1.7 FEET WEST OF THE EAST
 LG0897'RIGHT-OF-WAY FENCE.
 LG0897'
 LG0897'REFERENCE MARK NUMBER THREE, A STANDARD DISK STAMPED YORK NO 3 1950
 LG0897'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0897'FLUSH WITH THE SURFACE OF THE GROUND, IS 33.1 FEET EAST OF
 LG0897'THE CENTERLINE OF THE HIGHWAY AND 8.4 FEET WEST OF THE EAST
 LG0897'RIGHT-OF-WAY FENCE.
 LG0897'
 LG0897'THE AZIMUTH MARK, A STANDARD DISK STAMPED YORK 1950 CEMENTED
 LG0897'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 LG0897'6 INCHES ABOVE GROUND, IS 63.2 FEET EAST OF THE CENTERLINE
 LG0897'OF THE NORTHBOUND LANE OF DIVIDED HIGHWAYS 34 AND 81.
 LG0897
 LG0897                          STATION RECOVERY (1983)
 LG0897
 LG0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LG0897'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LG0897'GOOD CONDITION.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND AND
 LG0897'WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS
 LG0897'FOUND DESTROYED.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1
 LG0897'AND 2 AGREED FAVORABLY WITH PREVIOUS DATA.  DUE TO THE RE-BUILDING OF
 LG0897'U.S. HIGHWAY 81, THE STATION MARKS AND REFERENCE MARKS 1 AND 2 HAD TO
 LG0897'BE DESTROYED.  THIS SAME CONSTRUCTION WILL DESTROY REFERENCE MARK 3
 LG0897'IF IT STILL EXISTS.  STATION--YORK 2--, REFERENCE MARKS 4 AND 5 AND
 LG0897'AN AZIMUTH MARK FOR THE NEW STATION WERE ESTABLISHED AT THIS TIME.
 LG0897'THE DISKS FROM THE ORIGINAL SURFACE STATION MARK AND REFERENCE MARKS
 LG0897'1 AND 2 WERE SALVAGED.  THE ORIGINAL UNDERGROUND STATION MARK WAS
 LG0897'LEFT IN PLACE BUT WILL PROBABLY BE GRADED OUT.
 LG0897'FOR ADDITIONAL DETAILS, PLEASE SEE THE DESCRIPTIONS FOR--YORK 2--AND
 LG0897'THE PERIPHERAL MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1394 ***********************************************************************
 LG1394  DESIGNATION -  YORK 2
 LG1394  PID         -  LG1394
 LG1394  STATE/COUNTY-  NE/YORK
 LG1394  COUNTRY     -  US
 LG1394  USGS QUAD   -  YORK NORTH (2017)
 LG1394
 LG1394                         *CURRENT SURVEY CONTROL
 LG1394  ______________________________________________________________________
 LG1394* NAD 83(1995) POSITION- 40 54 13.71355(N) 097 35 50.33500(W)   ADJUSTED
 LG1394* NAVD 88 ORTHO HEIGHT -   508.    (meters)     1667.    (feet) SCALED
 LG1394  ______________________________________________________________________
 LG1394  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 LG1394  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LG1394  HORZ ORDER      -  THIRD
 LG1394
 LG1394.The horizontal coordinates were established by classical geodetic methods
 LG1394.and adjusted by the National Geodetic Survey in August 1997.
 LG1394
 LG1394.The orthometric height was scaled from a topographic map.
 LG1394
 LG1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1394.GEOID18 height accuracy estimate available here.
 LG1394
 LG1394.Click photographs - Photos may exist for this station.
 LG1394
 LG1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1394
 LG1394. The following values were computed from the NAD 83(1995) position.
 LG1394
 LG1394;                    North         East     Units Scale Factor Converg.
 LG1394;SPC NE       -   121,663.779   702,359.859   MT  0.99971341   +1 35 32.1
 LG1394;SPC NE       -   399,158.58  2,304,325.64   sFT  0.99971341   +1 35 32.1
 LG1394;UTM  14      - 4,529,026.090   618,140.976   MT  0.99977179   +0 55 06.9
 LG1394
 LG1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1394!SPC NE       -   0.99992439  x   0.99971341  =   0.99963782
 LG1394!UTM  14      -   0.99992439  x   0.99977179  =   0.99969619
 LG1394
 LG1394:                Primary Azimuth Mark                     Grid Az
 LG1394:SPC NE       -  YORK 2 AZ MK 2                           105 49 29.2
 LG1394:UTM  14      -  YORK 2 AZ MK 2                           106 29 54.4
 LG1394
 LG1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1814029026(NAD 83)
 LG1394
 LG1394|---------------------------------------------------------------------|
 LG1394| PID    Reference Object                     Distance      Geod. Az  |
 LG1394|                                                           dddmmss.s |
 LG1394| LG1396 YORK 2 AZ MK 2                      APPROX. 0.9 KM 1072501.3 |
 LG1394| LG1395 YORK 2 AZ MK                        APPROX. 0.6 KM 1470207.0 |
 LG1394| LG1403 YORK 2 RM 5                          10.125 METERS 16933     |
 LG1394| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 5.2 KM 2111908.4 |
 LG1394| LG0897 YORK                                 10.330 METERS 22450     |
 LG1394| LG1402 YORK 2 RM 4                           9.054 METERS 35738     |
 LG1394|---------------------------------------------------------------------|
 LG1394
 LG1394                          SUPERSEDED SURVEY CONTROL
 LG1394
 LG1394  NAD 83(1986)-  40 54 13.72183(N)    097 35 50.33644(W) AD(       ) 3
 LG1394
 LG1394.Superseded values are not recommended for survey control.
 LG1394
 LG1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1394.See file dsdata.pdf to determine how the superseded data were derived.
 LG1394
 LG1394_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1394_STAMPING: YORK 2 1983
 LG1394_MARK LOGO: NGS
 LG1394_PROJECTION: FLUSH
 LG1394_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1394+STABILITY: SURFACE MOTION
 LG1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1394+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LG1394
 LG1394  HISTORY     - Date     Condition        Report By
 LG1394  HISTORY     - 1983     MONUMENTED       NGS
 LG1394
 LG1394                          STATION DESCRIPTION
 LG1394
 LG1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LG1394'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) WEST FROM WACO, 4.02 KM
 LG1394'(2.50 MI) NORTH FROM YORK, 0.4 KM (0.2 MI) NORTHWEST FROM THE
 LG1394'JUNCTION OF U.S. HIGHWAYS 34 AND 81 AND ON THE EAST RIGHT-OF-WAY OF
 LG1394'U.S. HIGHWAY 81, AT THE NORTH END OF A CURVE AND WHERE A POWER LINE
 LG1394'CROSSES THE HIGHWAY.
 LG1394'TO REACH FROM THE YORK COUNTY COURTHOUSE IN YORK, GO NORTH ON U.S.
 LG1394'HIGHWAY 81 FOR 3.78 KM (2.35 MI) TO A T-JUNCTION AND WHERE HIGHWAY 34
 LG1394'CURVES TO THE EAST.  TURN LEFT AND GO WEST, THEN NORTH, ON HIGHWAY 81
 LG1394'FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 LG1394'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1394'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.0 M
 LG1394'(3.3 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 22.60 M (74.15 FT)
 LG1394'NORTH-NORTHWEST FROM THE MOST SOUTHERN POWER POLE ON THE EAST SIDE,
 LG1394'20.6 M (67.6 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.95 M
 LG1394'(3.12 FT) SOUTHWEST FROM A WITNESS POST AND 0.67 M (2.20 FT) WEST
 LG1394'FROM A NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1395 ***********************************************************************
 LG1395  DESIGNATION -  YORK 2 AZ MK
 LG1395  PID         -  LG1395
 LG1395  STATE/COUNTY-  NE/YORK
 LG1395  COUNTRY     -  US
 LG1395  USGS QUAD   -  YORK NORTH (2017)
 LG1395
 LG1395                         *CURRENT SURVEY CONTROL
 LG1395  ______________________________________________________________________
 LG1395* NAD 83(1995) POSITION- 40 53 58.32461(N) 097 35 37.18199(W)   ADJUSTED
 LG1395* NAVD 88 ORTHO HEIGHT -   506.    (meters)     1660.    (feet) SCALED
 LG1395  ______________________________________________________________________
 LG1395  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 LG1395  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LG1395  HORZ ORDER      -  THIRD
 LG1395
 LG1395.The horizontal coordinates were established by classical geodetic methods
 LG1395.and adjusted by the National Geodetic Survey in August 1997.
 LG1395
 LG1395.The orthometric height was scaled from a topographic map.
 LG1395
 LG1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1395.GEOID18 height accuracy estimate available here.
 LG1395
 LG1395.Click photographs - Photos may exist for this station.
 LG1395
 LG1395.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1395
 LG1395. The following values were computed from the NAD 83(1995) position.
 LG1395
 LG1395;                    North         East     Units Scale Factor Converg.
 LG1395;SPC NE       -   121,197.942   702,680.703   MT  0.99971419   +1 35 40.8
 LG1395;SPC NE       -   397,630.25  2,305,378.27   sFT  0.99971419   +1 35 40.8
 LG1395;UTM  14      - 4,528,556.485   618,456.338   MT  0.99977271   +0 55 15.2
 LG1395
 LG1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1395!SPC NE       -   0.99992472  x   0.99971419  =   0.99963893
 LG1395!UTM  14      -   0.99992472  x   0.99977271  =   0.99969744
 LG1395
 LG1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1845628556(NAD 83)
 LG1395
 LG1395                          SUPERSEDED SURVEY CONTROL
 LG1395
 LG1395  NAD 83(1986)-  40 53 58.33290(N)    097 35 37.18340(W) AD(       ) 3
 LG1395
 LG1395.Superseded values are not recommended for survey control.
 LG1395
 LG1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1395.See file dsdata.pdf to determine how the superseded data were derived.
 LG1395
 LG1395_MARKER: DZ = AZIMUTH MARK DISK
 LG1395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1395_SP_SET: CULVERT HEADWALL
 LG1395_STAMPING: YORK 2 1983
 LG1395_MARK LOGO: NGS
 LG1395_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1395+STABILITY: SURFACE MOTION
 LG1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1395+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LG1395
 LG1395  HISTORY     - Date     Condition        Report By
 LG1395  HISTORY     - 1983     MONUMENTED       NGS
 LG1395
 LG1395                          STATION DESCRIPTION
 LG1395
 LG1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LG1395'THE MARK IS LOACTED ABOUT 9.65 KM (6.00 MI) WEST FROM WACO, 3.6 KM
 LG1395'(2.2 MI) NORTH FROM YORK AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 LG1395'81, SOUTHBOUND LANES.
 LG1395'TO REACH FROM THE COURTHOUSE IN YORK, GO NORTH ON HIGHWAY 81 FOR 3.62
 LG1395'KM (2.25 MI) TO THE STATION ON THE LEFT, IN THE HEADWALL OF A CULVERT
 LG1395'UNDER THE WEST ONE OF 4, SEPARATE HIGHWAY LANES.
 LG1395'THE STATION MARK IS CEMENTED INTO A DRILLED HOLE, IN THE CENTER OF THE
 LG1395'TOP OF THE WEST END OF THE CULVERT.  IT IS 7.0 M (23.0 FT) WEST OF
 LG1395'THE CENTERLINE OF THE MOST WESTERLY ONE OF FOUR HIGHWAY LANES AND
 LG1395'0.49 M (1.61 FT) SOUTH FROM A WITNESS POST.
 LG1395'NOTE--THIS MARK WAS DESTROYED IN 1989, WHEN THE CULVERT WAS EXTENDED.
 LG1395'STATION--YORK 2 AZ MK 2--HAS BEEN ESTABLISHED IN A DIFFERENT
 LG1395'LOCATION.  PLEASE SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1396 ***********************************************************************
 LG1396  DESIGNATION -  YORK 2 AZ MK 2
 LG1396  PID         -  LG1396
 LG1396  STATE/COUNTY-  NE/YORK
 LG1396  COUNTRY     -  US
 LG1396  USGS QUAD   -  YORK NORTH (2017)
 LG1396
 LG1396                         *CURRENT SURVEY CONTROL
 LG1396  ______________________________________________________________________
 LG1396* NAD 83(1995) POSITION- 40 54 05.41731(N) 097 35 15.48655(W)   NO CHECK
 LG1396* NAVD 88 ORTHO HEIGHT -   507.    (meters)     1663.    (feet) SCALED
 LG1396  ______________________________________________________________________
 LG1396  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 LG1396  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 LG1396  HORZ ORDER      -  THIRD
 LG1396
 LG1396.The horizontal coordinates were established by classical geodetic methods
 LG1396.and adjusted by the National Geodetic Survey in August 1997.
 LG1396
 LG1396.No horizontal observational check was made to the station.
 LG1396
 LG1396.The orthometric height was scaled from a topographic map.
 LG1396
 LG1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1396.GEOID18 height accuracy estimate available here.
 LG1396
 LG1396.Click photographs - Photos may exist for this station.
 LG1396
 LG1396.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1396
 LG1396. The following values were computed from the NAD 83(1995) position.
 LG1396
 LG1396;                    North         East     Units Scale Factor Converg.
 LG1396;SPC NE       -   121,430.733   703,182.069   MT  0.99971383   +1 35 55.2
 LG1396;SPC NE       -   398,394.00  2,307,023.17   sFT  0.99971383   +1 35 55.2
 LG1396;UTM  14      - 4,528,783.378   618,960.437   MT  0.99977418   +0 55 29.5
 LG1396
 LG1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1396!SPC NE       -   0.99992465  x   0.99971383  =   0.99963851
 LG1396!UTM  14      -   0.99992465  x   0.99977418  =   0.99969885
 LG1396
 LG1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1896028783(NAD 83)
 LG1396
 LG1396                          SUPERSEDED SURVEY CONTROL
 LG1396
 LG1396  NAD 83(1986)-  40 54 05.42562(N)    097 35 15.48798(W) AD(       ) 3
 LG1396
 LG1396.Superseded values are not recommended for survey control.
 LG1396
 LG1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1396.See file dsdata.pdf to determine how the superseded data were derived.
 LG1396
 LG1396_MARKER: DZ = AZIMUTH MARK DISK
 LG1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1396_STAMPING: YORK 2 1983 NO 2 1989
 LG1396_MARK LOGO: NGS
 LG1396_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LG1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1396+STABILITY: SURFACE MOTION
 LG1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1396+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 LG1396
 LG1396  HISTORY     - Date     Condition        Report By
 LG1396  HISTORY     - 1989     MONUMENTED       NEDR
 LG1396  HISTORY     - 20090514 GOOD             GEOCAC
 LG1396
 LG1396                          STATION DESCRIPTION
 LG1396
 LG1396'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1989
 LG1396'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST FROM YORK, 0.4
 LG1396'KM (0.2 MI) EAST FROM THE EAST JUNCTION OF U.S. HIGHWAYS 34 AND 81
 LG1396'AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 34.
 LG1396'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 34 AND
 LG1396'81, ABOUT 3.78 KM (2.35 MI) NORTH FROM YORK, GO EAST ON HIGHWAY 34
 LG1396'FOR 0.40 KM (0.25 MI) TO THE MARK ON THE LEFT.
 LG1396'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1396'PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 LG1396'MARK IS ABOUT 1.0 M (3.3 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE
 LG1396'21.3 M (69.9 FT) NORTH FROM THE CENTERLINE OF THE MEDIAN OF THE
 LG1396'HIGHWAY, 13.32 M (43.70 FT) EAST FROM A POWER POLE, 1.63 M (5.35 FT)
 LG1396'NORTHEAST FROM THE NORTHEAST CORNER OF A RIGHT-OF-WAY MARKER POST,
 LG1396'1.40 M (4.59 FT) SOUTHEAST FROM THE BOTTOM OF A KN ENERGY GAS LINE
 LG1396'SIGN POST AND 0.79 M (2.59 FT) SOUTH FROM A WITNESS POST.
 LG1396
 LG1396                          STATION RECOVERY (2009)
 LG1396
 LG1396'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 LG1396'THE STATION IS ABOUT FOUR FEET NORTHEAST OF A METAL SIGN FOR THE ARBOR
 LG1396'DRIVE BAPTIST CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0906 ***********************************************************************
 LG0906  DESIGNATION -  YORK CONSUMERS PWR ELEC STACK
 LG0906  PID         -  LG0906
 LG0906  STATE/COUNTY-  NE/YORK
 LG0906  COUNTRY     -  US
 LG0906  USGS QUAD   -  YORK SOUTH (2017)
 LG0906
 LG0906                         *CURRENT SURVEY CONTROL
 LG0906  ______________________________________________________________________
 LG0906* NAD 83(1995) POSITION- 40 52 03.12928(N) 097 35 38.01773(W)   ADJUSTED
 LG0906  ______________________________________________________________________
 LG0906  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 LG0906  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LG0906  HORZ ORDER      -  THIRD
 LG0906
 LG0906.The horizontal coordinates were established by classical geodetic methods
 LG0906.and adjusted by the National Geodetic Survey in August 1997.
 LG0906
 LG0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0906.GEOID18 height accuracy estimate available here.
 LG0906
 LG0906.Click photographs - Photos may exist for this station.
 LG0906
 LG0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0906
 LG0906. The following values were computed from the NAD 83(1995) position.
 LG0906
 LG0906;                    North         East     Units Scale Factor Converg.
 LG0906;SPC NE       -   117,646.269   702,760.007   MT  0.99972020   +1 35 40.3
 LG0906;SPC NE       -   385,977.80  2,305,638.46   sFT  0.99972020   +1 35 40.3
 LG0906;UTM  14      - 4,525,003.927   618,493.854   MT  0.99977282   +0 55 12.5
 LG0906
 LG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1849325003(NAD 83)
 LG0906
 LG0906                          SUPERSEDED SURVEY CONTROL
 LG0906
 LG0906  NAD 83(1986)-  40 52 03.13724(N)    097 35 38.01884(W) AD(       ) 3
 LG0906  NAD 27      -  40 52 03.09800(N)    097 35 36.83200(W) AD(       ) 3
 LG0906
 LG0906.Superseded values are not recommended for survey control.
 LG0906
 LG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0906.See file dsdata.pdf to determine how the superseded data were derived.
 LG0906
 LG0906_MARKER: 63 = STACK
 LG0906
 LG0906  HISTORY     - Date     Condition        Report By
 LG0906  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0906  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LG0906
 LG0906                          STATION DESCRIPTION
 LG0906
 LG0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0906'THE STATION IS LOCATED AT THE CORNER OF PLATTE AND 7TH STREETS,
 LG0906'AT THE NORTHWEST EDGE OF THE BUSINESS DISTRICT IN YORK.  THE STACK
 LG0906'IS OCTAGON SHAPE, BUILT OF RED BRICK AND APPROXIMATELY 150 FEET
 LG0906'HIGH.
 LG0906'
 LG0906'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STACK.
 LG0906
 LG0906                          STATION RECOVERY (2003)
 LG0906
 LG0906'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0906'STATION NOT FOUND. SITE LOCATED. PER LIFE-TIME RESIDENT OF YORK,
 LG0906'CONSUMER'S POWER CO. IS OUT OF BUSINESS AND NO LONGER EXISTS. THE OLD
 LG0906'CONSUMER'S POWER CO. BUILDING ON THE SOUTHEAST CORNER OF PLATTE AND
 LG0906'7TH STS. HAS BEEN TORN DOWN. THE SITE IS NOW A CITY PARKING LOT. THIS
 LG0906'STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0902 ***********************************************************************
 LG0902  DESIGNATION -  YORK COUNTY COURTHOUSE DOME
 LG0902  PID         -  LG0902
 LG0902  STATE/COUNTY-  NE/YORK
 LG0902  COUNTRY     -  US
 LG0902  USGS QUAD   -  YORK SOUTH (2017)
 LG0902
 LG0902                         *CURRENT SURVEY CONTROL
 LG0902  ______________________________________________________________________
 LG0902* NAD 83(1995) POSITION- 40 51 59.01005(N) 097 35 32.57992(W)   ADJUSTED
 LG0902  ______________________________________________________________________
 LG0902  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 LG0902  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LG0902  HORZ ORDER      -  THIRD
 LG0902
 LG0902.The horizontal coordinates were established by classical geodetic methods
 LG0902.and adjusted by the National Geodetic Survey in August 1997.
 LG0902
 LG0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0902.GEOID18 height accuracy estimate available here.
 LG0902
 LG0902.Click photographs - Photos may exist for this station.
 LG0902
 LG0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0902
 LG0902. The following values were computed from the NAD 83(1995) position.
 LG0902
 LG0902;                    North         East     Units Scale Factor Converg.
 LG0902;SPC NE       -   117,522.829   702,890.799   MT  0.99972042   +1 35 43.9
 LG0902;SPC NE       -   385,572.81  2,306,067.56   sFT  0.99972042   +1 35 43.9
 LG0902;UTM  14      - 4,524,878.950   618,623.191   MT  0.99977319   +0 55 16.0
 LG0902
 LG0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1862324878(NAD 83)
 LG0902
 LG0902                          SUPERSEDED SURVEY CONTROL
 LG0902
 LG0902  NAD 83(1986)-  40 51 59.01824(N)    097 35 32.58075(W) AD(       ) 3
 LG0902  NAD 27      -  40 51 58.97800(N)    097 35 31.39600(W) AD(       ) 3
 LG0902
 LG0902.Superseded values are not recommended for survey control.
 LG0902
 LG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0902.See file dsdata.pdf to determine how the superseded data were derived.
 LG0902
 LG0902_MARKER: 87 = DOME
 LG0902
 LG0902  HISTORY     - Date     Condition        Report By
 LG0902  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0902  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LG0902
 LG0902                          STATION DESCRIPTION
 LG0902
 LG0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0902'THE STATION IS LOCATED IN A SQUARE IN THE CENTRAL PART OF THE
 LG0902'BUSINESS DISTRICT OF YORK.  THE DOME IS CONSTRUCTED OF YELLOW BRICK
 LG0902'AND WHITE STONE.  IT IS APPROXIMATELY 120 FEET HIGH.
 LG0902'
 LG0902'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE DOME.
 LG0902
 LG0902                          STATION RECOVERY (2003)
 LG0902
 LG0902'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0902'STATION NOT FOUND. THE YORK COUNTY COURT HOUSE AS DESCRIBED IN THE
 LG0902'1950 DESCRIPTION HAS BEEN TORN DOWN. THE DOME NO LONGER EXISTS.
 LG0902'PICTURES VERIFY A NEW COURT HOUSE HAS BEEN BUILT ON THE SITE BUT WITH
 LG0902'A FLAT ROOF. THE COURT HOUSE IS NORTH OF 5TH ST., SOUTH OF 6TH ST.,
 LG0902'EAST OF LINCOLN AVENUE AND WEST OF GRANT AVENUE. THIS STATION SHOULD
 LG0902'BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0899 ***********************************************************************
 LG0899  DESIGNATION -  YORK MUNICIPAL STANDPIPE
 LG0899  PID         -  LG0899
 LG0899  STATE/COUNTY-  NE/YORK
 LG0899  COUNTRY     -  US
 LG0899  USGS QUAD   -  YORK SOUTH (2017)
 LG0899
 LG0899                         *CURRENT SURVEY CONTROL
 LG0899  ______________________________________________________________________
 LG0899* NAD 83(1995) POSITION- 40 52 23.32097(N) 097 35 37.82841(W)   ADJUSTED
 LG0899  ______________________________________________________________________
 LG0899  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 LG0899  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LG0899  HORZ ORDER      -  THIRD
 LG0899
 LG0899.The horizontal coordinates were established by classical geodetic methods
 LG0899.and adjusted by the National Geodetic Survey in August 1997.
 LG0899
 LG0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0899.GEOID18 height accuracy estimate available here.
 LG0899
 LG0899.Click photographs - Photos may exist for this station.
 LG0899
 LG0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0899
 LG0899. The following values were computed from the NAD 83(1995) position.
 LG0899
 LG0899;                    North         East     Units Scale Factor Converg.
 LG0899;SPC NE       -   118,268.842   702,747.110   MT  0.99971913   +1 35 40.4
 LG0899;SPC NE       -   388,020.36  2,305,596.14   sFT  0.99971913   +1 35 40.4
 LG0899;UTM  14      - 4,525,626.642   618,488.285   MT  0.99977280   +0 55 13.0
 LG0899
 LG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1848825626(NAD 83)
 LG0899
 LG0899                          SUPERSEDED SURVEY CONTROL
 LG0899
 LG0899  NAD 83(1986)-  40 52 23.32906(N)    097 35 37.82931(W) AD(       ) 3
 LG0899  NAD 27      -  40 52 23.29100(N)    097 35 36.64000(W) AD(       ) 3
 LG0899
 LG0899.Superseded values are not recommended for survey control.
 LG0899
 LG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0899.See file dsdata.pdf to determine how the superseded data were derived.
 LG0899
 LG0899_MARKER: 52 = STANDPIPE TANK
 LG0899
 LG0899  HISTORY     - Date     Condition        Report By
 LG0899  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0899  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LG0899
 LG0899                          STATION DESCRIPTION
 LG0899
 LG0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0899'THE STATION IS LOCATED IN THE NORTHERLY PART OF THE SMALL CITY OF
 LG0899'YORK, ABOUT 0.05 MILE WEST OF THE VIADUCT OVER U.S. HIGHWAY 81.
 LG0899'IT IS ABOUT 125 FEET HIGH AND PAINTED BLACK.
 LG0899'
 LG0899'TO REACH THE STATION FROM THE CORNER OF LINCOLN AND 14TH STREET
 LG0899'ON TOP OF THE VIADUCT, GO WEST ON 14TH STREET FOR 0.05 MILE TO
 LG0899'AN ALLEY.  TURN SOUTH FOR ABOUT 100 FEET TO STATION.
 LG0899'
 LG0899'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE.
 LG0899
 LG0899                          STATION RECOVERY (2003)
 LG0899
 LG0899'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0899'STATION NOT FOUND. SITE LOCATED. STANDPIPE NO LONGER EXISTS. LINDA
 LG0899'DICKERSON, PUBLIC WORKS OFFICE, CITY OF YORK, VERIFIED THAT THE
 LG0899'STANDPIPE HAS BEEN DEMOLISHED. THIS STATION SHOULD BE DECLARED
 LG0899'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0904 ***********************************************************************
 LG0904  DESIGNATION -  YORK MUNICIPAL TANK
 LG0904  PID         -  LG0904
 LG0904  STATE/COUNTY-  NE/YORK
 LG0904  COUNTRY     -  US
 LG0904  USGS QUAD   -  YORK SOUTH (2017)
 LG0904
 LG0904                         *CURRENT SURVEY CONTROL
 LG0904  ______________________________________________________________________
 LG0904* NAD 83(1995) POSITION- 40 52 12.31694(N) 097 35 00.35034(W)   ADJUSTED
 LG0904  ______________________________________________________________________
 LG0904  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 LG0904  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 LG0904  HORZ ORDER      -  THIRD
 LG0904
 LG0904.The horizontal coordinates were established by classical geodetic methods
 LG0904.and adjusted by the National Geodetic Survey in August 1997.
 LG0904
 LG0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0904.GEOID18 height accuracy estimate available here.
 LG0904
 LG0904.Click photographs - Photos may exist for this station.
 LG0904
 LG0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0904
 LG0904. The following values were computed from the NAD 83(1995) position.
 LG0904
 LG0904;                    North         East     Units Scale Factor Converg.
 LG0904;SPC NE       -   117,954.088   703,633.579   MT  0.99971971   +1 36 05.2
 LG0904;SPC NE       -   386,987.70  2,308,504.50   sFT  0.99971971   +1 36 05.2
 LG0904;UTM  14      - 4,525,301.459   619,371.036   MT  0.99977538   +0 55 37.3
 LG0904
 LG0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1937125301(NAD 83)
 LG0904
 LG0904                          SUPERSEDED SURVEY CONTROL
 LG0904
 LG0904  NAD 83(1986)-  40 52 12.32498(N)    097 35 00.35124(W) AD(       ) 3
 LG0904  NAD 27      -  40 52 12.28400(N)    097 34 59.17300(W) AD(       ) 3
 LG0904
 LG0904.Superseded values are not recommended for survey control.
 LG0904
 LG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0904.See file dsdata.pdf to determine how the superseded data were derived.
 LG0904
 LG0904_MARKER: 53 = ELEVATED TANK
 LG0904
 LG0904  HISTORY     - Date     Condition        Report By
 LG0904  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0904  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LG0904
 LG0904                          STATION DESCRIPTION
 LG0904
 LG0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0904'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL
 LG0904'CITY OF YORK, ABOUT 100 FEET EAST OF THE INTERSECTION OF
 LG0904'ELMER AVE. AND 9TH STREET.  IT IS APPROXIMATELY 150 FEET
 LG0904'HIGH, HAS 6 LEGS AND IS PAINTED SILVER.
 LG0904'
 LG0904'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0904
 LG0904                          STATION RECOVERY (2003)
 LG0904
 LG0904'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0904'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. LINDA
 LG0904'DICKERSON, PUBLIC WORKS OFFICE, CITY OF YORK, VERIFIED THAT THE TANK
 LG0904'HAS BEEN DEMOLISHED. THIS STATION SHOULD BE DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0909 ***********************************************************************
 LG0909  DESIGNATION -  YORK RADIO STA KAA 639 MAST
 LG0909  PID         -  LG0909
 LG0909  STATE/COUNTY-  NE/YORK
 LG0909  COUNTRY     -  US
 LG0909  USGS QUAD   -  YORK SOUTH (2017)
 LG0909
 LG0909                         *CURRENT SURVEY CONTROL
 LG0909  ______________________________________________________________________
 LG0909* NAD 83(1995) POSITION- 40 50 11.65422(N) 097 34 43.85413(W)   ADJUSTED
 LG0909  ______________________________________________________________________
 LG0909  GEOID HEIGHT    -        -26.404 (meters)                     GEOID18
 LG0909  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 LG0909  HORZ ORDER      -  THIRD
 LG0909
 LG0909.The horizontal coordinates were established by classical geodetic methods
 LG0909.and adjusted by the National Geodetic Survey in August 1997.
 LG0909
 LG0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0909.GEOID18 height accuracy estimate available here.
 LG0909
 LG0909.Click photographs - Photos may exist for this station.
 LG0909
 LG0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0909
 LG0909. The following values were computed from the NAD 83(1995) position.
 LG0909
 LG0909;                    North         East     Units Scale Factor Converg.
 LG0909;SPC NE       -   114,245.235   704,123.797   MT  0.99972631   +1 36 16.2
 LG0909;SPC NE       -   374,819.58  2,310,112.82   sFT  0.99972631   +1 36 16.2
 LG0909;UTM  14      - 4,521,586.893   619,817.568   MT  0.99977670   +0 55 45.9
 LG0909
 LG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1981721586(NAD 83)
 LG0909
 LG0909                          SUPERSEDED SURVEY CONTROL
 LG0909
 LG0909  NAD 83(1986)-  40 50 11.66238(N)    097 34 43.85492(W) AD(       ) 3
 LG0909  NAD 27      -  40 50 11.62800(N)    097 34 42.66200(W) AD(       ) 3
 LG0909
 LG0909.Superseded values are not recommended for survey control.
 LG0909
 LG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0909.See file dsdata.pdf to determine how the superseded data were derived.
 LG0909
 LG0909_MARKER: 42 = RADIO/TV MAST
 LG0909
 LG0909  HISTORY     - Date     Condition        Report By
 LG0909  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0909  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LG0909
 LG0909                          STATION DESCRIPTION
 LG0909
 LG0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0909'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE SMALL CITY
 LG0909'OF YORK.  IT IS ABOUT 265 FEET HIGH AND PAINTED ORANGE AND WHITE.
 LG0909'
 LG0909'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE AT THE COURT
 LG0909'HOUSE, GO SOUTH ON U.S. HIGHWAY 81 FOR 0.55 MILES TO A SIDE ROAD
 LG0909'LEFT.  TURN LEFT (EAST) AND FOLLOW MAIN TRAVELED ROAD FOR 1.0 MILE
 LG0909'TO A T-ROAD.  TURN LEFT (EAST) AND GO 0.7 MILE TO A SIDE ROAD
 LG0909'RIGHT.  TURN RIGHT (SOUTH) FOR 0.45 MILE TO STATION ON WEST SIDE
 LG0909'OF ROAD.
 LG0909'
 LG0909'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE MAST.
 LG0909
 LG0909                          STATION RECOVERY (2003)
 LG0909
 LG0909'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0909'STATION NOT FOUND. NO MAST IS STANDING IN THE VICINITY DESCRIBED IN
 LG0909'THE 1950 DESCRIPTION. THE KAA 639 RADIO MAST NO LONGER EXISTS. THIS
 LG0909'WAS VERIFIED BY TOM ROBERSON OF KAWL RADIO. THIS STATION SHOULD BE
 LG0909'DECLARED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0911 ***********************************************************************
 LG0911  DESIGNATION -  YORK ST REFORM FOR WOMEN TANK
 LG0911  PID         -  LG0911
 LG0911  STATE/COUNTY-  NE/YORK
 LG0911  COUNTRY     -  US
 LG0911  USGS QUAD   -  YORK SW (2017)
 LG0911
 LG0911                         *CURRENT SURVEY CONTROL
 LG0911  ______________________________________________________________________
 LG0911* NAD 83(1995) POSITION- 40 51 50.54868(N) 097 37 45.06588(W)   ADJUSTED
 LG0911  ______________________________________________________________________
 LG0911  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 LG0911  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 LG0911  HORZ ORDER      -  THIRD
 LG0911
 LG0911.The horizontal coordinates were established by classical geodetic methods
 LG0911.and adjusted by the National Geodetic Survey in August 1997.
 LG0911
 LG0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0911.GEOID18 height accuracy estimate available here.
 LG0911
 LG0911.Click photographs - Photos may exist for this station.
 LG0911
 LG0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0911
 LG0911. The following values were computed from the NAD 83(1995) position.
 LG0911
 LG0911;                    North         East     Units Scale Factor Converg.
 LG0911;SPC NE       -   117,176.285   699,797.447   MT  0.99972088   +1 34 16.1
 LG0911;SPC NE       -   384,435.86  2,295,918.79   sFT  0.99972088   +1 34 16.1
 LG0911;UTM  14      - 4,524,568.818   615,525.826   MT  0.99976427   +0 53 49.1
 LG0911
 LG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1552524568(NAD 83)
 LG0911
 LG0911                          SUPERSEDED SURVEY CONTROL
 LG0911
 LG0911  NAD 83(1986)-  40 51 50.55670(N)    097 37 45.06681(W) AD(       ) 3
 LG0911  NAD 27      -  40 51 50.51900(N)    097 37 43.87900(W) AD(       ) 3
 LG0911
 LG0911.Superseded values are not recommended for survey control.
 LG0911
 LG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0911.See file dsdata.pdf to determine how the superseded data were derived.
 LG0911
 LG0911_MARKER: 53 = ELEVATED TANK
 LG0911_MARK LOGO: CGS
 LG0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0911+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1983
 LG0911
 LG0911  HISTORY     - Date     Condition        Report By
 LG0911  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0911  HISTORY     - 19830726 GOOD             NGS
 LG0911  HISTORY     - 20030814 GOOD             USPSQD
 LG0911
 LG0911                          STATION DESCRIPTION
 LG0911
 LG0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LG0911'THE STATION, WHICH WAS NOT PREVIOUSLY DESCRIBED, IS THE BALL ATOP A
 LG0911'WATER TANK THAT IS SUPPORTED BY 4 LEGS, IS PAINTED SILVER AND HAS AN
 LG0911'OVERALL HEIGHT OF ABOUT 125 FEET.  THE TANK IS QUITE OLD AND HAS A
 LG0911'CONICAL TOP.
 LG0911'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND STATE ROAD 93D
 LG0911'SPUR, WHICH IS ALSO WEST 4TH STREET, GO WEST ON 93D SPUR FOR 3.62 KM
 LG0911'(2.25 MI) TO THE NEBRASKA CENTER FOR WOMEN, AND THE STATION ON THE
 LG0911'LEFT.  THE STATION IS SITUATED WITHIN A FENCED AREA OF A PRISON AND
 LG0911'IS ABOUT 0.16 KM (0.10 MI) SOUTH FROM THE ROAD.
 LG0911
 LG0911                          STATION RECOVERY (2003)
 LG0911
 LG0911'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0911'STATION FOUND GOOD. WATER TANK IS NOW PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0631 ***********************************************************************
 MN0631  DESIGNATION -  YOUNG
 MN0631  PID         -  MN0631
 MN0631  STATE/COUNTY-  NE/BANNER
 MN0631  COUNTRY     -  US
 MN0631  USGS QUAD   -  HEAD OF ROCKY HOLLOW (2017)
 MN0631
 MN0631                         *CURRENT SURVEY CONTROL
 MN0631  ______________________________________________________________________
 MN0631* NAD 83(1995) POSITION- 41 27 12.58070(N) 103 55 21.78430(W)   ADJUSTED
 MN0631* NAVD 88 ORTHO HEIGHT -  1571.    (meters)     5154.    (feet) SCALED
 MN0631  ______________________________________________________________________
 MN0631  GEOID HEIGHT    -        -18.478 (meters)                     GEOID18
 MN0631  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 MN0631  HORZ ORDER      -  SECOND
 MN0631
 MN0631.The horizontal coordinates were established by classical geodetic methods
 MN0631.and adjusted by the National Geodetic Survey in August 1997.
 MN0631
 MN0631.The orthometric height was scaled from a topographic map.
 MN0631
 MN0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0631.GEOID18 height accuracy estimate available here.
 MN0631
 MN0631.Click photographs - Photos may exist for this station.
 MN0631
 MN0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0631
 MN0631. The following values were computed from the NAD 83(1995) position.
 MN0631
 MN0631;                    North         East     Units Scale Factor Converg.
 MN0631;SPC NE       -   187,310.532   172,458.047   MT  0.99965901   -2 35 58.5
 MN0631;SPC NE       -   614,534.64    565,806.11   sFT  0.99965901   -2 35 58.5
 MN0631;SPC WY E     -   106,629.243   303,933.759   MT  1.00007039   +0 49 24.9
 MN0631;SPC WY E     -   349,832.77    997,156.01   sFT  1.00007039   +0 49 24.9
 MN0631;UTM  13      - 4,589,661.280   589,977.911   MT  0.99969963   +0 42 47.6
 MN0631
 MN0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0631!SPC NE       -   0.99975657  x   0.99965901  =   0.99941567
 MN0631!SPC WY E     -   0.99975657  x   1.00007039  =   0.99982695
 MN0631!UTM  13      -   0.99975657  x   0.99969963  =   0.99945628
 MN0631
 MN0631:                Primary Azimuth Mark                     Grid Az
 MN0631:SPC NE       -  YOUNG AZ MK                              250 54 20.3
 MN0631:SPC WY E     -  YOUNG AZ MK                              247 28 56.9
 MN0631:UTM  13      -  YOUNG AZ MK                              247 35 34.2
 MN0631
 MN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8997789661(NAD 83)
 MN0631
 MN0631|---------------------------------------------------------------------|
 MN0631| PID    Reference Object                     Distance      Geod. Az  |
 MN0631|                                                           dddmmss.s |
 MN0631| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX.16.5 KM 1000545.4 |
 MN0631| CP9400 YOUNG RM 1                           18.129 METERS 11609     |
 MN0631| CP9399 YOUNG AZ MK                                        2481821.8 |
 MN0631| CP9401 YOUNG RM 2                           14.850 METERS 32552     |
 MN0631|---------------------------------------------------------------------|
 MN0631
 MN0631                          SUPERSEDED SURVEY CONTROL
 MN0631
 MN0631  NAD 83(1993)-  41 27 12.58055(N)    103 55 21.78429(W) AD(       ) 2
 MN0631  NAD 83(1986)-  41 27 12.56981(N)    103 55 21.78487(W) AD(       ) 2
 MN0631  NAD 27      -  41 27 12.65200(N)    103 55 19.96560(W) AD(       ) 2
 MN0631
 MN0631.Superseded values are not recommended for survey control.
 MN0631
 MN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0631.See file dsdata.pdf to determine how the superseded data were derived.
 MN0631
 MN0631_MARKER: DS = TRIANGULATION STATION DISK
 MN0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0631_STAMPING: YOUNG 1963
 MN0631_MARK LOGO: CGS
 MN0631_PROJECTION: FLUSH
 MN0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0631+STABILITY: SURFACE MOTION
 MN0631
 MN0631  HISTORY     - Date     Condition        Report By
 MN0631  HISTORY     - 1963     MONUMENTED       CGS
 MN0631
 MN0631                          STATION DESCRIPTION
 MN0631
 MN0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0631'THE STATION IS 9-1/2 MILES EAST AND 2 MILES NORTH OF ALBIN, ON
 MN0631'THE WESTERN EDGE OF A SMALL FLAT-TOPPED KNOLL WHICH IS UNDER
 MN0631'CULTIVATION ON THE TOP, NEAR THE SOUTH CENTER OF SECTION 8,
 MN0631'T 17 N, R 57 W, ON PROPERTY OWNED BY MR. BUD YOUNG OF KIMBALL.
 MN0631'
 MN0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0631'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0631'13.0 MILES TO A CROSSROAD AND A SIGN ALBIN WYO. 24 TURN LEFT
 MN0631'AND GO WEST ON A GRAVEL ROAD FOR 12.0 MILES TO A CROSSROAD
 MN0631'AND A POWER SUB-STATION IN THE SOUTHEAST ANGLE.  CONTINUE
 MN0631'WEST ON THE MAIN ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 MN0631'RIGHT AND GO NORTH ON A BLADED ROAD FOR 1.4 MILE TO FARM
 MN0631'BUILDINGS.  CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR 0.5
 MN0631'MILE TO A FENCE CORNER ON THE RIGHT.  TURN LEFT AND GO WEST
 MN0631'ON A TRACK ROAD BETWEEN CULTIVATED FIELDS AND AROUND THE
 MN0631'SOUTH END OF A KNOLL FOR 0.75 MILE TO THE SOUTHWEST END OF
 MN0631'THE KNOLL.  *TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE
 MN0631'TO SUMMIT OF KNOLL AND THE STATION.
 MN0631'
 MN0631'STATION MARKS ARE STANDARD DISKS STAMPED YOUNG 1963.  THE
 MN0631'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0631'SURFACE OF THE GROUND.  IT IS 40 FEET NORTH OF THE SOUTH EDGE
 MN0631'OF THE KNOLL AND 17 FEET SOUTH OF THE SOUTHWEST EDGE OF A
 MN0631'CULTIVATED AREA.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MN0631'MASS OF CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0631'
 MN0631'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED YOUNG NO 1 1963,
 MN0631'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0631'GROUND.  IT IS 46 FEET NORTH OF THE SOUTH EDGE OF THE KNOLL
 MN0631'AND 3 FEET SOUTH OF THE EDGE OF THE CULTIVATED AREA.
 MN0631'
 MN0631'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED YOUNG NO 2 1963,
 MN0631'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0631'THE GROUND.  IT IS 48 FEET NORTH OF THE SOUTH EDGE OF THE
 MN0631'KNOLL AND 4 FEET SOUTH OF THE EDGE OF THE CULTIVATED AREA.
 MN0631'
 MN0631'AZIMUTH MARK IS A STANDARD DISK STAMPED YOUNG 1963, SET IN A
 MN0631'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0631'IT IS 166.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A SHED,
 MN0631'40 FEET SOUTHWEST OF THE SOUTH ONE OF TWO LARGE FENCE POSTS,
 MN0631'2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A
 MN0631'CORNER FENCE POST.
 MN0631'
 MN0631'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A TRACK
 MN0631'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK NEAR A FENCE CORNER.
 MN0631'
 MN0631'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0478 ***********************************************************************
 LJ0478  DESIGNATION -  YUCCA
 LJ0478  PID         -  LJ0478
 LJ0478  STATE/COUNTY-  NE/FRONTIER
 LJ0478  COUNTRY     -  US
 LJ0478  USGS QUAD   -  CAMP HAYES LAKE SE (2017)
 LJ0478
 LJ0478                         *CURRENT SURVEY CONTROL
 LJ0478  ______________________________________________________________________
 LJ0478* NAD 83(1995) POSITION- 40 31 36.56328(N) 100 46 54.37915(W)   ADJUSTED
 LJ0478* NAVD 88 ORTHO HEIGHT -   938.69  (+/-2cm)     3079.7   (feet) VERTCON
 LJ0478  ______________________________________________________________________
 LJ0478  GEOID HEIGHT    -        -23.113 (meters)                     GEOID18
 LJ0478  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 LJ0478  HORZ ORDER      -  SECOND
 LJ0478  VERT ORDER      -  THIRD ? (See Below)
 LJ0478
 LJ0478.The horizontal coordinates were established by classical geodetic methods
 LJ0478.and adjusted by the National Geodetic Survey in August 1997.
 LJ0478
 LJ0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0478
 LJ0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0478.GEOID18 height accuracy estimate available here.
 LJ0478
 LJ0478.The vertical order pertains to the NGVD 29 superseded value.
 LJ0478
 LJ0478.Click photographs - Photos may exist for this station.
 LJ0478
 LJ0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0478
 LJ0478. The following values were computed from the NAD 83(1995) position.
 LJ0478
 LJ0478;                    North         East     Units Scale Factor Converg.
 LJ0478;SPC NE       -    77,297.781   433,771.273   MT  0.99980327   -0 31 05.1
 LJ0478;SPC NE       -   253,601.14  1,423,131.25   sFT  0.99980327   -0 31 05.1
 LJ0478;UTM  14      - 4,487,757.225   349,079.903   MT  0.99988037   -1 09 28.9
 LJ0478
 LJ0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0478!SPC NE       -   0.99985639  x   0.99980327  =   0.99965969
 LJ0478!UTM  14      -   0.99985639  x   0.99988037  =   0.99973678
 LJ0478
 LJ0478:                Primary Azimuth Mark                     Grid Az
 LJ0478:SPC NE       -  YUCCA AZ MK                              118 30 36.1
 LJ0478:UTM  14      -  YUCCA AZ MK                              119 08 59.9
 LJ0478
 LJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK4907987757(NAD 83)
 LJ0478
 LJ0478|---------------------------------------------------------------------|
 LJ0478| PID    Reference Object                     Distance      Geod. Az  |
 LJ0478|                                                           dddmmss.s |
 LJ0478| CO2006 YUCCA RM 1                            9.132 METERS 10619     |
 LJ0478| CO2005 YUCCA AZ MK                                        1175931.0 |
 LJ0478| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.24.9 KM 1655928.0 |
 LJ0478| CO2007 YUCCA RM 2                            8.749 METERS 19913     |
 LJ0478|---------------------------------------------------------------------|
 LJ0478
 LJ0478                          SUPERSEDED SURVEY CONTROL
 LJ0478
 LJ0478  NAD 83(1986)-  40 31 36.56845(N)    100 46 54.38589(W) AD(       ) 2
 LJ0478  NAD 27      -  40 31 36.52885(N)    100 46 52.82978(W) AD(       ) 2
 LJ0478  NGVD 29             938.34   (m)         3078.5    (f) LEVELING    3  
 LJ0478
 LJ0478.Superseded values are not recommended for survey control.
 LJ0478
 LJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0478.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0478
 LJ0478_MARKER: DS = TRIANGULATION STATION DISK
 LJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0478_STAMPING: YUCCA 1951
 LJ0478_MARK LOGO: CGS
 LJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0478+STABILITY: SURFACE MOTION
 LJ0478
 LJ0478  HISTORY     - Date     Condition        Report By
 LJ0478  HISTORY     - 1951     MONUMENTED       CGS
 LJ0478  HISTORY     - 1958     GOOD             CGS
 LJ0478  HISTORY     - 1973     GOOD             USGS
 LJ0478
 LJ0478                          STATION DESCRIPTION
 LJ0478
 LJ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0478'THE STATION IS LOCATED ABOUT 13.0 MILES EAST OF HAYES CENTER
 LJ0478'AND ABOUT 12.0 MILES SOUTHWEST OF MAYWOOD ON THE SUMMIT OF
 LJ0478'A PROMINENT RIDGE, 4 FEET SOUTH OF THE SOUTH EDGE OF A DEEP
 LJ0478'CANYON AND 3 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 LJ0478'YUCCA 1951 AND PROJECTS 3 INCHES.
 LJ0478'
 LJ0478'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ON THE
 LJ0478'SAME ELEVATION AS THE STATION.  IT IS STAMPED YUCCA NO 1 1951
 LJ0478'AND PROJECTS 4 INCHES.
 LJ0478'
 LJ0478'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT 2
 LJ0478'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 LJ0478'YUCCA NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0478'
 LJ0478'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 42.53 FEET.
 LJ0478'
 LJ0478'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 35 FEET NORTHWEST
 LJ0478'OF THE CENTER OF A CURVE IN ROAD, 11 FEET NORTH OF THE NORTH
 LJ0478'END OF A WIRE GATE, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 LJ0478'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED YUCCA 1951
 LJ0478'AND PROJECTS 4 INCHES.
 LJ0478'
 LJ0478'TO REACH THE STATION FROM THE POST OFFICE IN MAYWOOD, GO SOUTH
 LJ0478'FOR 0.1 MILE TO U.S. HIGHWAY 83, TURN RIGHT AND GO WEST AND
 LJ0478'SOUTH ON U.S. HIGHWAY 83 FOR 9.1 MILES TO A T ROAD RIGHT AND
 LJ0478'SCHOOLHOUSE JUST NORTHWEST, TURN RIGHT AND GO WEST ON DIRT
 LJ0478'ROAD FOR 1.1 MILES TO A CROSSROAD, CONTINUE WEST AND NORTHWEST
 LJ0478'FOR 2.7 MILES TO A T INTERSECTION.  TURN LEFT AND GO SOUTH
 LJ0478'FOR 0.5 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO WEST ON MAIN
 LJ0478'ROAD FOR 2.3 MILES TO A CATTLE GUARD ON LEFT, TURN LEFT
 LJ0478'THROUGH CATTLE GUARD AND GO SOUTH ON DIRT ROAD THROUGH FIELDS
 LJ0478'FOR 1.4 MILES TO A FORK, TAKE RIGHT FORK AND GO WEST FOR 1.4
 LJ0478'MILES TO A T INTERSECTION JUST AFTER CROSSING CATTLE GUARD.
 LJ0478'TURN LEFT AND GO SOUTH AND WEST FOR 0.2 MILE TO POINT
 LJ0478'WHERE ROAD JOGS LEFT AND AZIMUTH MARK ON RIGHT AS
 LJ0478'DESCRIBED, CONTINUE SOUTHWEST AND WEST FOR 1.3 MILES TO A
 LJ0478'CROSSROAD ON TOP OF HILL, HERE LEAVE ROAD AND GO
 LJ0478'NORTHWEST ACROSS PASTURE FOR 0.1 MILE TO HIGHEST POINT OF
 LJ0478'RIDGE AND STATION AS DESCRIBED.
 LJ0478'
 LJ0478'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0478
 LJ0478                          STATION RECOVERY (1958)
 LJ0478
 LJ0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LJ0478'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LJ0478'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 LJ0478'DESCRIPTION WAS NOT AVAILABLE, CONSEQUENTLY IT IS NOT KNOWN
 LJ0478'IF THE ORIGINAL DESCRIPTION IS ADEQUATE.  A COMPLETE NEW
 LJ0478'DESCRIPTION FOLLOWS--
 LJ0478'
 LJ0478'THE STATION IS LOCATED ABOUT 12 MILES EAST OF HAYES CENTER IN
 LJ0478'A PASTURE AND IS AT THE NORTH EDGE OF A BLUFF.  IT IS 6 FEET
 LJ0478'SOUTH OF THE NORTH EDGE OF THE BLUFF AND 353 FEET EAST OF
 LJ0478'A NORTH-SOUTH BARB WIRE FENCE THAT IS AT THE EAST EDGE OF A
 LJ0478'DIRT ROAD.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 LJ0478'STAMPED YUCCA 1951.
 LJ0478'
 LJ0478'REFERENCE MARK 1 IS 6 FEET SOUTH OF THE EDGE OF THE BLUFF
 LJ0478'AND 383 FEET EAST OF THE NORTH-SOUTH BARB WIRE FENCE.  THE
 LJ0478'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED YUCCA
 LJ0478'NO 1 1951.
 LJ0478'
 LJ0478'REFERENCE MARK 2 IS 35 FEET SOUTH OF THE EDGE OF THE BLUFF AND
 LJ0478'353 FEET EAST OF THE NORTH-SOUTH BARB WIRE FENCE.  THE MONUMENT
 LJ0478'PROJECTS 10 INCHES AND THE DISK IS STAMPED YUCCA NO 2 1951.
 LJ0478'
 LJ0478'THE AZIMUTH MARK IS IN A PASTURE, 44 FEET WEST OF THE CENTER-LINE
 LJ0478'OF A DIRT ROAD AND 26 FEET WEST OF A BARB WIRE FENCE.  THE
 LJ0478'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED YUCCA
 LJ0478'1951.
 LJ0478'
 LJ0478'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 LJ0478'17 AND A COUNTY ROAD EAST IN THE SOUTHEAST PART OF HAYES CENTER,
 LJ0478'GO EAST ON THE GRAVELED ROAD FOR 4.05 MILES TO A GRAVEL CROSSROAD.
 LJ0478'CONTINUE STRAIGHT AHEAD AND GO EAST ON THE GRAVELED AND DIRT
 LJ0478'ROAD FOR 4.0 MILES TO AN ABANDONED SCHOOL-HOUSE ON THE RIGHT.
 LJ0478'CONTINUE STRAIGHT AHEAD AND GO EASTERLY ON WINDING GRADED
 LJ0478'DIRT ROAD FOR 3.35 MILES TO THE EVERGREEN UNION CHURCH ON THE
 LJ0478'RIGHT.  CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD FOR 0.45
 LJ0478'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD
 LJ0478'FOR 0.8 MILE TO A SIDE ROAD RIGHT AND A FARM LANE LEFT.
 LJ0478'CONTINUE STRAIGHT AHEAD AND GO EAST AND NORTH ON THE WINDING
 LJ0478'DIRT ROAD FOR 1.15 MILES TO A CROSSROAD*.  TURN RIGHT FOR
 LJ0478'0.05 MILE TO A BARB WIRE GATE ON THE LEFT.  TURN LEFT
 LJ0478'THROUGH GATE AND GO NORTH ACROSS THE PASTURE FOR 0.05 MILE
 LJ0478'TO THE TOP OF THE KNOLL AND THE STATION.
 LJ0478'
 LJ0478'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTERLY ON
 LJ0478'THE WINDING DIRT ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 LJ0478'THE LEFT.
 LJ0478
 LJ0478                          STATION RECOVERY (1973)
 LJ0478
 LJ0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0478'ALL MKS. WERE FOUND IN GOOD CONDITION AS DESCRIBED.  DISTANCE
 LJ0478'TO R.M. 1 MISSED -0.01 FT.  R.M. 2 MISSED +0.01 FT.  DIRECTION
 LJ0478'TO R.M. 1 MISSED -224.68 SECONDS IN AZIMUTH.  R.M. 2 MISSED
 LJ0478'+234.67 SECONDS IN AZIMUTH.  AZ. MK. MISSED -6.26 SECONDS
 LJ0478'IN AZIMUTH.
 LJ0478'
 LJ0478'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2019 ***********************************************************************
 MK2019  DESIGNATION -  YUTAN MUNICIPAL TANK
 MK2019  PID         -  MK2019
 MK2019  STATE/COUNTY-  NE/SAUNDERS
 MK2019  COUNTRY     -  US
 MK2019  USGS QUAD   -  MEAD (2017)
 MK2019
 MK2019                         *CURRENT SURVEY CONTROL
 MK2019  ______________________________________________________________________
 MK2019* NAD 83(1995) POSITION- 41 14 44.02624(N) 096 24 05.01603(W)   ADJUSTED
 MK2019  ______________________________________________________________________
 MK2019  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 MK2019  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 MK2019  HORZ ORDER      -  THIRD
 MK2019
 MK2019.The horizontal coordinates were established by classical geodetic methods
 MK2019.and adjusted by the National Geodetic Survey in August 1997.
 MK2019
 MK2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2019.GEOID18 height accuracy estimate available here.
 MK2019
 MK2019.Click photographs - Photos may exist for this station.
 MK2019
 MK2019.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK2019
 MK2019. The following values were computed from the NAD 83(1995) position.
 MK2019
 MK2019;                    North         East     Units Scale Factor Converg.
 MK2019;SPC NE       -   163,068.089   801,455.999   MT  0.99966886   +2 23 05.2
 MK2019;SPC NE       -   534,999.22  2,629,443.56   sFT  0.99966886   +2 23 05.2
 MK2019;UTM  14      - 4,569,274.076   717,743.562   MT  1.00018354   +1 42 50.0
 MK2019
 MK2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1774369274(NAD 83)
 MK2019
 MK2019                          SUPERSEDED SURVEY CONTROL
 MK2019
 MK2019  NAD 83(1986)-  41 14 44.03647(N)    096 24 05.01953(W) AD(       ) 3
 MK2019  NAD 27      -  41 14 44.03235(N)    096 24 03.92964(W) AD(       ) 3
 MK2019
 MK2019.Superseded values are not recommended for survey control.
 MK2019
 MK2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2019.See file dsdata.pdf to determine how the superseded data were derived.
 MK2019
 MK2019_MARKER: 53 = ELEVATED TANK
 MK2019
 MK2019  HISTORY     - Date     Condition        Report By
 MK2019  HISTORY     - 1959     FIRST OBSERVED   CGS
 MK2019
 MK2019                          STATION DESCRIPTION
 MK2019
 MK2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2019'THE STATION IS LOCATED NEAR THE WEST EDGE OF THE SMALL VILLAGE OF
 MK2019'YUTAN, AND 100 FEET WEST OF A NORTH-SOUTH ROAD.
 MK2019'
 MK2019'IT IS A CYLINDRICAL TANK WITH A CONICAL SHAPED ROOF WHICH IS
 MK2019'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  IT IS PAINTED SILVER
 MK2019'IN COLOR AND IS 100 FEET IN HEIGHT.
 MK2019'
 MK2019'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0652 ***********************************************************************
 NM0652  DESIGNATION -  Z 1
 NM0652  PID         -  NM0652
 NM0652  STATE/COUNTY-  NE/DAKOTA
 NM0652  COUNTRY     -  US
 NM0652  USGS QUAD   -  JACKSON (2017)
 NM0652
 NM0652                         *CURRENT SURVEY CONTROL
 NM0652  ______________________________________________________________________
 NM0652* NAD 83(1986) POSITION- 42 23 08.     (N) 096 35 23.     (W)   SCALED
 NM0652* NAVD 88 ORTHO HEIGHT -   352.500 (meters)     1156.49  (feet) ADJUSTED
 NM0652  ______________________________________________________________________
 NM0652  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 NM0652  DYNAMIC HEIGHT  -        352.384 (meters)     1156.11  (feet) COMP
 NM0652  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 NM0652
 NM0652  VERT ORDER      -  FIRST     CLASS II
 NM0652
 NM0652.The horizontal coordinates were scaled from a map and have
 NM0652.an estimated accuracy of +/- 6 seconds.
 NM0652
 NM0652.The orthometric height was determined by differential leveling and
 NM0652.adjusted by the NATIONAL GEODETIC SURVEY
 NM0652.in June 1991.
 NM0652
 NM0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0652.GEOID18 height accuracy estimate available here.
 NM0652
 NM0652.Click photographs - Photos may exist for this station.
 NM0652
 NM0652.The dynamic height is computed by dividing the NAVD 88
 NM0652.geopotential number by the normal gravity value computed on the
 NM0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0652.degrees latitude (g = 980.6199 gals.).
 NM0652
 NM0652.The modeled gravity was interpolated from observed gravity values.
 NM0652
 NM0652;                    North         East    Units  Estimated Accuracy
 NM0652;SPC NE       -   288,910.      780,700.      MT  (+/- 180 meters Scaled)
 NM0652
 NM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM984953(NAD 83)
 NM0652
 NM0652                          SUPERSEDED SURVEY CONTROL
 NM0652
 NM0652  NGVD 29 (??/??/92)  352.334  (m)         1155.95   (f) ADJ UNCH    1 2
 NM0652
 NM0652.Superseded values are not recommended for survey control.
 NM0652
 NM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0652.See file dsdata.pdf to determine how the superseded data were derived.
 NM0652
 NM0652_MARKER: H = DRILL HOLE
 NM0652_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0652
 NM0652  HISTORY     - Date     Condition        Report By
 NM0652  HISTORY     - 1900     MONUMENTED       CGS
 NM0652  HISTORY     - 1947     GOOD             CGS
 NM0652
 NM0652                          STATION DESCRIPTION
 NM0652
 NM0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0652'AT HUBBARD.
 NM0652'AT HUBBARD, 96.6 FEET NORTH OF THE WEST CORNER OF THE CHICAGO,
 NM0652'ST. PAUL, MINNEAPOLIS AND OMAHA RAILROAD STATION, 75.6 FEET
 NM0652'NORTH-NORTHWEST OF THE NORTH CORNER OF THE STATION, 52.1 FEET
 NM0652'NORTHWEST OF THE NORTHWEST RAIL, 50.6 FEET NORTH OF THE EXTENDED
 NM0652'CENTER LINE OF A STREET LEADING WEST, 46.5 FEET EAST OF THE CENTER
 NM0652'LINE OF MAIN STREET, 23.7 FEET NORTH OF THE CENTER OF THE EAST
 NM0652'END OF A CONCRETE BOX CULVERT UNDER MAIN STREET AND SIDEWALK,
 NM0652'20.0 FEET SOUTH OF THE SOUTH FACE OF A SMALL TIN BUILDING, 6.9
 NM0652'FEET EAST OF THE EAST EDGE OF A CONCRETE WALK WITH CHISELED
 NM0652'GROOVE AND BM, AND IN THE TOP OF A LIMESTONE POST SET ABOUT 1.0
 NM0652'FOOT BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0653 ***********************************************************************
 NM0653  DESIGNATION -  Z 1 RESET
 NM0653  PID         -  NM0653
 NM0653  STATE/COUNTY-  NE/DAKOTA
 NM0653  COUNTRY     -  US
 NM0653  USGS QUAD   -  JACKSON (2017)
 NM0653
 NM0653                         *CURRENT SURVEY CONTROL
 NM0653  ______________________________________________________________________
 NM0653* NAD 83(1986) POSITION- 42 23 08.     (N) 096 35 23.     (W)   SCALED
 NM0653* NAVD 88 ORTHO HEIGHT -   353.11  (meters)     1158.5   (feet) RESET
 NM0653  ______________________________________________________________________
 NM0653  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 NM0653  VERT ORDER      -  THIRD
 NM0653
 NM0653.The horizontal coordinates were scaled from a map and have
 NM0653.an estimated accuracy of +/- 6 seconds.
 NM0653
 NM0653.The orthometric height was computed from unverified reset data.
 NM0653
 NM0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0653.GEOID18 height accuracy estimate available here.
 NM0653
 NM0653.Click photographs - Photos may exist for this station.
 NM0653
 NM0653;                    North         East    Units  Estimated Accuracy
 NM0653;SPC NE       -   288,910.      780,700.      MT  (+/- 180 meters Scaled)
 NM0653
 NM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM984953(NAD 83)
 NM0653
 NM0653                          SUPERSEDED SURVEY CONTROL
 NM0653
 NM0653  NGVD 29 (??/??/??)  352.95   (m)         1158.0    (f) RESET       3  
 NM0653
 NM0653.Superseded values are not recommended for survey control.
 NM0653
 NM0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0653.See file dsdata.pdf to determine how the superseded data were derived.
 NM0653
 NM0653_MARKER: DB = BENCH MARK DISK
 NM0653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0653_SP_SET: BOX CULVERT HEADWALL
 NM0653_STAMPING: Z 1 RESET 1959
 NM0653_MARK LOGO: CGS
 NM0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0653+STABILITY: SURFACE MOTION
 NM0653
 NM0653  HISTORY     - Date     Condition        Report By
 NM0653  HISTORY     - 1959     MONUMENTED       NEDR
 NM0653
 NM0653                          STATION DESCRIPTION
 NM0653
 NM0653'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0653'AT HUBBARD.
 NM0653'AT HUBBARD, 140 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NM0653'POST-OFFICE BUILDING, 56.5 FEET NORTH OF THE CENTERLINE OF THE
 NM0653'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILROAD MAIN TRACK, 21
 NM0653'FEET EAST OF THE CENTERLINE OF MAIN STREET, 20 FEET NORTH OF THE
 NM0653'EXTENDED CENTERLINE OF CHERRY STREET, 13 FEET NORTHWEST OF A
 NM0653'COMBINATION POWER AND TELEPHONE POLE, A BRONZE DISK SET IN THE
 NM0653'TOP OF THE NORTH END OF A CONCRETE BOX CULVERT PARAPET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0154 ***********************************************************************
 NP0154  DESIGNATION -  Z 10
 NP0154  PID         -  NP0154
 NP0154  STATE/COUNTY-  NE/BOX BUTTE
 NP0154  COUNTRY     -  US
 NP0154  USGS QUAD   -  BEREA CREEK WEST (2017)
 NP0154
 NP0154                         *CURRENT SURVEY CONTROL
 NP0154  ______________________________________________________________________
 NP0154* NAD 83(1986) POSITION- 42 12 55.01   (N) 102 58 45.23   (W)   HD_HELD1
 NP0154* NAVD 88 ORTHO HEIGHT -  1263.743 (meters)     4146.13  (feet) ADJUSTED
 NP0154  ______________________________________________________________________
 NP0154  GEOID HEIGHT    -        -18.457 (meters)                     GEOID18
 NP0154  DYNAMIC HEIGHT  -       1263.005 (meters)     4143.71  (feet) COMP
 NP0154  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 NP0154
 NP0154  VERT ORDER      -  FIRST     CLASS II
 NP0154
 NP0154.The horizontal coordinates were determined by differentially corrected
 NP0154.hand held GPS observations or other comparable positioning techniques
 NP0154.and have an estimated accuracy of +/- 3 meters.
 NP0154
 NP0154.The orthometric height was determined by differential leveling and
 NP0154.adjusted by the NATIONAL GEODETIC SURVEY
 NP0154.in June 1991.
 NP0154
 NP0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0154.GEOID18 height accuracy estimate available here.
 NP0154
 NP0154.Click photographs - Photos may exist for this station.
 NP0154
 NP0154.The dynamic height is computed by dividing the NAVD 88
 NP0154.geopotential number by the normal gravity value computed on the
 NP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0154.degrees latitude (g = 980.6199 gals.).
 NP0154
 NP0154.The modeled gravity was interpolated from observed gravity values.
 NP0154
 NP0154;                    North         East    Units  Estimated Accuracy
 NP0154;SPC NE       -   268,700.3     254,116.0     MT  (+/- 3 meters HH1 GPS) 
 NP0154
 NP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6679375655(NAD 83)
 NP0154
 NP0154                          SUPERSEDED SURVEY CONTROL
 NP0154
 NP0154  NGVD 29 (??/??/92) 1263.135  (m)         4144.14   (f) ADJ UNCH    1 2
 NP0154
 NP0154.Superseded values are not recommended for survey control.
 NP0154
 NP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0154.See file dsdata.pdf to determine how the superseded data were derived.
 NP0154
 NP0154_MARKER: DB = BENCH MARK DISK
 NP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0154_STAMPING: Z 10 1933 4143.722
 NP0154_MARK LOGO: CGS
 NP0154_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0154+STABILITY: SURFACE MOTION
 NP0154
 NP0154  HISTORY     - Date     Condition        Report By
 NP0154  HISTORY     - 1933     MONUMENTED       CGS
 NP0154  HISTORY     - 1956     GOOD             CGS
 NP0154  HISTORY     - 1985     GOOD             NGS
 NP0154
 NP0154                          STATION DESCRIPTION
 NP0154
 NP0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0154'10.2 MI NW FROM ALLIANCE.
 NP0154'10.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0154'RAILROAD FROM THE STATION AT ALLIANCE, 150 FEET NORTHEAST OF THE
 NP0154'CENTER LINE OF STATE HIGHWAY 2, 103 FEET NORTH OF THE CENTER
 NP0154'LINE OF AN EAST AND WEST ROAD, 29.6 FEET SOUTHWEST OF THE
 NP0154'SOUTHWEST RAIL, 4 FEET SOUTHEAST OF THE STATION SIGN AT BEREA,
 NP0154'1.7 FEET NORTHEAST OF A WITNESS POST, 0.5 MILE SOUTHEAST OF BENCH
 NP0154'MARK U 342, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0154'0.1 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 24,
 NP0154'TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0154
 NP0154                          STATION RECOVERY (1985)
 NP0154
 NP0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0154'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 16.41 KM
 NP0154'(10.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 NP0154'STATION AT ALLIANCE, AT A ROAD CROSSING, 23.62 METERS (77.5 FT)
 NP0154'NORTHEAST OF THE CENTER OF THE HIGHWAY, 25.30 METERS (83 FT) NORTHWEST
 NP0154'OF THE CENTER OF AN EAST-WEST ROAD, 8.99 METERS (29.5 FT) SOUTHWEST OF
 NP0154'THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS AND 3.66 METERS
 NP0154'(12 FT) SOUTHEAST OF THE FIRST POWER POLE NORTHWEST OF THE ROAD.
 NP0154'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0154'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0313 ***********************************************************************
 NP0313  DESIGNATION -  Z 11
 NP0313  PID         -  NP0313
 NP0313  STATE/COUNTY-  NE/DAWES
 NP0313  COUNTRY     -  US
 NP0313  USGS QUAD   -  CRAWFORD (2017)
 NP0313
 NP0313                         *CURRENT SURVEY CONTROL
 NP0313  ______________________________________________________________________
 NP0313* NAD 83(1986) POSITION- 42 41 25.     (N) 103 24 52.     (W)   SCALED
 NP0313* NAVD 88 ORTHO HEIGHT -  1119.340 (meters)     3672.37  (feet) ADJUSTED
 NP0313  ______________________________________________________________________
 NP0313  GEOID HEIGHT    -        -17.543 (meters)                     GEOID18
 NP0313  DYNAMIC HEIGHT  -       1118.740 (meters)     3670.40  (feet) COMP
 NP0313  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 NP0313
 NP0313  VERT ORDER      -  FIRST     CLASS II
 NP0313
 NP0313.The horizontal coordinates were scaled from a map and have
 NP0313.an estimated accuracy of +/- 6 seconds.
 NP0313
 NP0313.The orthometric height was determined by differential leveling and
 NP0313.adjusted by the NATIONAL GEODETIC SURVEY
 NP0313.in June 1991.
 NP0313
 NP0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0313.GEOID18 height accuracy estimate available here.
 NP0313
 NP0313.Click photographs - Photos may exist for this station.
 NP0313
 NP0313.The dynamic height is computed by dividing the NAVD 88
 NP0313.geopotential number by the normal gravity value computed on the
 NP0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0313.degrees latitude (g = 980.6199 gals.).
 NP0313
 NP0313.The modeled gravity was interpolated from observed gravity values.
 NP0313
 NP0313;                    North         East    Units  Estimated Accuracy
 NP0313;SPC NE       -   322,740.      220,300.      MT  (+/- 180 meters Scaled)
 NP0313
 NP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH298276(NAD 83)
 NP0313
 NP0313                          SUPERSEDED SURVEY CONTROL
 NP0313
 NP0313  NGVD 29 (??/??/92) 1118.764  (m)         3670.48   (f) ADJ UNCH    1 2
 NP0313
 NP0313.Superseded values are not recommended for survey control.
 NP0313
 NP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0313.See file dsdata.pdf to determine how the superseded data were derived.
 NP0313
 NP0313_MARKER: DB = BENCH MARK DISK
 NP0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0313_STAMPING: Z 11 1933 3670.153
 NP0313_MARK LOGO: CGS
 NP0313_PROJECTION: RECESSED 6 CENTIMETERS
 NP0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0313+STABILITY: SURFACE MOTION
 NP0313
 NP0313  HISTORY     - Date     Condition        Report By
 NP0313  HISTORY     - 1933     MONUMENTED       CGS
 NP0313  HISTORY     - 1957     GOOD             CGS
 NP0313  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0313  HISTORY     - 1985     GOOD             NGS
 NP0313
 NP0313                          STATION DESCRIPTION
 NP0313
 NP0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0313'AT CRAWFORD.
 NP0313'ABOUT 0.3 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0313'RAILWAY FROM THE STATION AT CRAWFORD, AT THE CROSSING OF THE
 NP0313'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, 0.2 MILE NORTHWEST
 NP0313'ALONG THE C.B. AND Q. R.R. FROM THE STATION AT CRAWFORD, IN
 NP0313'SECTION 3, T.31 N., R.52 W., 35.3 FEET EAST OF THE EAST RAIL OF
 NP0313'THE C. AND N. W., 17.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NP0313'THE C.B. AND Q. R.R., 7.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 NP0313'OF A BATTERY BOX AND IN THE TOP OF A CONCRETE POST ABOUT 10
 NP0313'INCHES UNDERGROUND.
 NP0313
 NP0313                          STATION RECOVERY (1976)
 NP0313
 NP0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0313'MARK NOT FOUND.
 NP0313
 NP0313                          STATION RECOVERY (1985)
 NP0313
 NP0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0313'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0313'MI) NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 NP0313'THE STATION AT CRAWFORD, AT THE CROSSING OF THE CHICAGO AND NORTH
 NP0313'WESTERN RAILROAD, 10.7 METERS (35.3 FT) EAST OF THE EAST RAIL OF THE
 NP0313'CHICAGO AND NORTH WESTERN RAILROAD, 12.5 METERS (41 FT) NORTHWEST OF
 NP0313'THE CENTER OF A DIRT ROAD, 5.4 METERS (17.7 FT) NORTHEAST OF THE
 NP0313'NORTHEAST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND
 NP0313'2.29 METERS (7.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 NP0313'RAILROAD BUILDING.
 NP0313'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0353 ***********************************************************************
 ML0353  DESIGNATION -  Z 116
 ML0353  PID         -  ML0353
 ML0353  STATE/COUNTY-  NE/SHERMAN
 ML0353  COUNTRY     -  US
 ML0353  USGS QUAD   -  LOUP CITY SE (2017)
 ML0353
 ML0353                         *CURRENT SURVEY CONTROL
 ML0353  ______________________________________________________________________
 ML0353* NAD 83(1986) POSITION- 41 15 52.     (N) 098 48 20.     (W)   SCALED
 ML0353* NAVD 88 ORTHO HEIGHT -   623.530 (meters)     2045.70  (feet) ADJUSTED
 ML0353  ______________________________________________________________________
 ML0353  GEOID HEIGHT    -        -24.169 (meters)                     GEOID18
 ML0353  DYNAMIC HEIGHT  -        623.209 (meters)     2044.64  (feet) COMP
 ML0353  MODELED GRAVITY -    980,089.3   (mgal)                       NAVD 88
 ML0353
 ML0353  VERT ORDER      -  SECOND    CLASS 0
 ML0353
 ML0353.The horizontal coordinates were scaled from a map and have
 ML0353.an estimated accuracy of +/- 6 seconds.
 ML0353
 ML0353.The orthometric height was determined by differential leveling and
 ML0353.adjusted by the NATIONAL GEODETIC SURVEY
 ML0353.in June 1991.
 ML0353
 ML0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0353.GEOID18 height accuracy estimate available here.
 ML0353
 ML0353.Click photographs - Photos may exist for this station.
 ML0353
 ML0353.The dynamic height is computed by dividing the NAVD 88
 ML0353.geopotential number by the normal gravity value computed on the
 ML0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0353.degrees latitude (g = 980.6199 gals.).
 ML0353
 ML0353.The modeled gravity was interpolated from observed gravity values.
 ML0353
 ML0353;                    North         East    Units  Estimated Accuracy
 ML0353;SPC NE       -   159,580.      600,060.      MT  (+/- 180 meters Scaled)
 ML0353
 ML0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL162681(NAD 83)
 ML0353
 ML0353                          SUPERSEDED SURVEY CONTROL
 ML0353
 ML0353  NGVD 29 (??/??/92)  623.274  (m)         2044.86   (f) ADJ UNCH    2 0
 ML0353
 ML0353.Superseded values are not recommended for survey control.
 ML0353
 ML0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0353.See file dsdata.pdf to determine how the superseded data were derived.
 ML0353
 ML0353_MARKER: DB = BENCH MARK DISK
 ML0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0353_STAMPING: Z 116 1935
 ML0353_MARK LOGO: CGS
 ML0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0353+STABILITY: SURFACE MOTION
 ML0353
 ML0353  HISTORY     - Date     Condition        Report By
 ML0353  HISTORY     - 1935     MONUMENTED       CGS
 ML0353  HISTORY     - 1942     GOOD             CGS
 ML0353
 ML0353                          STATION DESCRIPTION
 ML0353
 ML0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 ML0353'1.2 MI NW FROM ASHTON.
 ML0353'1.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0353'RAILROAD FROM THE STATION AT ASHTON, SHERMAN COUNTY 5-1/2 POLES
 ML0353'NORTHWEST OF MILEPOST 30, 70 FEET WEST OF THE CENTER OF A ROAD
 ML0353'CROSSING, AND 41.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
 ML0353'A STANDARD DISK, STAMPED Z 116 1935 AND SET IN THE TOP OF A
 ML0353'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0166 ***********************************************************************
 ML0166  DESIGNATION -  Z 117
 ML0166  PID         -  ML0166
 ML0166  STATE/COUNTY-  NE/HOWARD
 ML0166  COUNTRY     -  US
 ML0166  USGS QUAD   -  WOLBACH SW (2017)
 ML0166
 ML0166                         *CURRENT SURVEY CONTROL
 ML0166  ______________________________________________________________________
 ML0166* NAD 83(1986) POSITION- 41 20 10.     (N) 098 26 55.     (W)   SCALED
 ML0166* NAVD 88 ORTHO HEIGHT -   605.825 (meters)     1987.61  (feet) ADJUSTED
 ML0166  ______________________________________________________________________
 ML0166  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 ML0166  DYNAMIC HEIGHT  -        605.522 (meters)     1986.62  (feet) COMP
 ML0166  MODELED GRAVITY -    980,105.1   (mgal)                       NAVD 88
 ML0166
 ML0166  VERT ORDER      -  SECOND    CLASS 0
 ML0166
 ML0166.The horizontal coordinates were scaled from a map and have
 ML0166.an estimated accuracy of +/- 6 seconds.
 ML0166
 ML0166.The orthometric height was determined by differential leveling and
 ML0166.adjusted by the NATIONAL GEODETIC SURVEY
 ML0166.in June 1991.
 ML0166
 ML0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0166.GEOID18 height accuracy estimate available here.
 ML0166
 ML0166.Click photographs - Photos may exist for this station.
 ML0166
 ML0166.The dynamic height is computed by dividing the NAVD 88
 ML0166.geopotential number by the normal gravity value computed on the
 ML0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0166.degrees latitude (g = 980.6199 gals.).
 ML0166
 ML0166.The modeled gravity was interpolated from observed gravity values.
 ML0166
 ML0166;                    North         East    Units  Estimated Accuracy
 ML0166;SPC NE       -   168,010.      629,810.      MT  (+/- 180 meters Scaled)
 ML0166
 ML0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL461762(NAD 83)
 ML0166
 ML0166                          SUPERSEDED SURVEY CONTROL
 ML0166
 ML0166  NGVD 29 (??/??/92)  605.580  (m)         1986.81   (f) ADJ UNCH    2 0
 ML0166
 ML0166.Superseded values are not recommended for survey control.
 ML0166
 ML0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0166.See file dsdata.pdf to determine how the superseded data were derived.
 ML0166
 ML0166_MARKER: DB = BENCH MARK DISK
 ML0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0166_STAMPING: Z 117-1935
 ML0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0166+STABILITY: SURFACE MOTION
 ML0166
 ML0166  HISTORY     - Date     Condition        Report By
 ML0166  HISTORY     - 1935     MONUMENTED       CGS
 ML0166
 ML0166                          STATION DESCRIPTION
 ML0166
 ML0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0166'8.8 MI N FROM ST PAUL.
 ML0166'8.75 MILES NORTH OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 281
 ML0166'BETWEEN ST. PAUL AND SPALDING, ALONG A LEVEL STRETCH ON HIGHWAY,
 ML0166'40.8 FEET EAST OF THE CENTER LINE OF HIGHWAY, 32 FEET SOUTH OF
 ML0166'THE CENTER LINE OF CROSS ROAD, 5 FEET SOUTHEAST OF CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0165 ***********************************************************************
 ML0165  DESIGNATION -  Z 117 RESET
 ML0165  PID         -  ML0165
 ML0165  STATE/COUNTY-  NE/HOWARD
 ML0165  COUNTRY     -  US
 ML0165  USGS QUAD   -  WOLBACH SW (2017)
 ML0165
 ML0165                         *CURRENT SURVEY CONTROL
 ML0165  ______________________________________________________________________
 ML0165* NAD 83(1986) POSITION- 41 20 10.     (N) 098 26 55.     (W)   SCALED
 ML0165* NAVD 88 ORTHO HEIGHT -   605.92  (meters)     1987.9   (feet) RESET
 ML0165  ______________________________________________________________________
 ML0165  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 ML0165  VERT ORDER      -  THIRD
 ML0165
 ML0165.The horizontal coordinates were scaled from a map and have
 ML0165.an estimated accuracy of +/- 6 seconds.
 ML0165
 ML0165.The orthometric height was computed from unverified reset data.
 ML0165
 ML0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0165.GEOID18 height accuracy estimate available here.
 ML0165
 ML0165.Click photographs - Photos may exist for this station.
 ML0165
 ML0165;                    North         East    Units  Estimated Accuracy
 ML0165;SPC NE       -   168,010.      629,810.      MT  (+/- 180 meters Scaled)
 ML0165
 ML0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL461762(NAD 83)
 ML0165
 ML0165                          SUPERSEDED SURVEY CONTROL
 ML0165
 ML0165  NGVD 29 (??/??/??)  605.68   (m)         1987.1    (f) RESET       3  
 ML0165
 ML0165.Superseded values are not recommended for survey control.
 ML0165
 ML0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0165.See file dsdata.pdf to determine how the superseded data were derived.
 ML0165
 ML0165_MARKER: DB = BENCH MARK DISK
 ML0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0165_STAMPING: Z 117 RESET 1956
 ML0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0165+STABILITY: SURFACE MOTION
 ML0165
 ML0165  HISTORY     - Date     Condition        Report By
 ML0165  HISTORY     - 1956     MONUMENTED       CGS
 ML0165
 ML0165                          STATION DESCRIPTION
 ML0165
 ML0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0165'8.6 MI N FROM ST PAUL.
 ML0165'0.3 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT ST. PAUL,
 ML0165'HOWARD COUNTY, THENCE 8.6 MILES NORTH ALONG U.S. HIGHWAY 281,
 ML0165'AT A GRAVEL-ROAD INTERSECTION, 60 FEET EAST OF THE CENTER LINE
 ML0165'OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ML0165'4 FEET SOUTH OF A POWER POLE, AND 3 FEET NORTH OF A WHITE WOODEN
 ML0165'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0165'7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0095 ***********************************************************************
 ML0095  DESIGNATION -  Z 118
 ML0095  PID         -  ML0095
 ML0095  STATE/COUNTY-  NE/WHEELER
 ML0095  COUNTRY     -  US
 ML0095  USGS QUAD   -  SCHOOL NUMBER 20 (2017)
 ML0095
 ML0095                         *CURRENT SURVEY CONTROL
 ML0095  ______________________________________________________________________
 ML0095* NAD 83(1986) POSITION- 41 49 39.     (N) 098 28 49.     (W)   SCALED
 ML0095* NAVD 88 ORTHO HEIGHT -   658.543 (meters)     2160.57  (feet) ADJUSTED
 ML0095  ______________________________________________________________________
 ML0095  GEOID HEIGHT    -        -24.265 (meters)                     GEOID18
 ML0095  DYNAMIC HEIGHT  -        658.240 (meters)     2159.58  (feet) COMP
 ML0095  MODELED GRAVITY -    980,140.5   (mgal)                       NAVD 88
 ML0095
 ML0095  VERT ORDER      -  SECOND    CLASS 0
 ML0095
 ML0095.The horizontal coordinates were scaled from a map and have
 ML0095.an estimated accuracy of +/- 6 seconds.
 ML0095
 ML0095.The orthometric height was determined by differential leveling and
 ML0095.adjusted by the NATIONAL GEODETIC SURVEY
 ML0095.in June 1991.
 ML0095
 ML0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0095.GEOID18 height accuracy estimate available here.
 ML0095
 ML0095.Click photographs - Photos may exist for this station.
 ML0095
 ML0095.The dynamic height is computed by dividing the NAVD 88
 ML0095.geopotential number by the normal gravity value computed on the
 ML0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0095.degrees latitude (g = 980.6199 gals.).
 ML0095
 ML0095.The modeled gravity was interpolated from observed gravity values.
 ML0095
 ML0095;                    North         East    Units  Estimated Accuracy
 ML0095;SPC NE       -   222,510.      626,200.      MT  (+/- 180 meters Scaled)
 ML0095
 ML0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM431307(NAD 83)
 ML0095
 ML0095                          SUPERSEDED SURVEY CONTROL
 ML0095
 ML0095  NGVD 29 (??/??/92)  658.307  (m)         2159.80   (f) ADJ UNCH    2 0
 ML0095
 ML0095.Superseded values are not recommended for survey control.
 ML0095
 ML0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0095.See file dsdata.pdf to determine how the superseded data were derived.
 ML0095
 ML0095_MARKER: DB = BENCH MARK DISK
 ML0095_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0095_STAMPING: Z 118 1935
 ML0095_MARK LOGO: CGS
 ML0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0095
 ML0095  HISTORY     - Date     Condition        Report By
 ML0095  HISTORY     - 1935     MONUMENTED       CGS
 ML0095  HISTORY     - 1958     MARK NOT FOUND   USGS
 ML0095
 ML0095                          STATION DESCRIPTION
 ML0095
 ML0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0095'7 MI SE FROM BARTLETT.
 ML0095'ABOUT 7.0 MILES SOUTHEAST OF COURTHOUSE.  ALONG U.S. HIGHWAY NO.
 ML0095'281 BETWEEN SPALDING AND BARTLETT, 148 FEET WEST OF THE LINE
 ML0095'FENCE, 36.9 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 1.5
 ML0095'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, ON TOP OF KNOLL.
 ML0095
 ML0095                          STATION RECOVERY (1958)
 ML0095
 ML0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ML0095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0292 ***********************************************************************
 LG0292  DESIGNATION -  Z 12
 LG0292  PID         -  LG0292
 LG0292  STATE/COUNTY-  NE/LANCASTER
 LG0292  COUNTRY     -  US
 LG0292  USGS QUAD   -  BENNET (2017)
 LG0292
 LG0292                         *CURRENT SURVEY CONTROL
 LG0292  ______________________________________________________________________
 LG0292* NAD 83(1986) POSITION- 40 42 24.     (N) 096 33 33.     (W)   SCALED
 LG0292* NAVD 88 ORTHO HEIGHT -   433.646 (meters)     1422.72  (feet) ADJUSTED
 LG0292  ______________________________________________________________________
 LG0292  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 LG0292  DYNAMIC HEIGHT  -        433.456 (meters)     1422.10  (feet) COMP
 LG0292  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 LG0292
 LG0292  VERT ORDER      -  FIRST     CLASS II
 LG0292
 LG0292.The horizontal coordinates were scaled from a map and have
 LG0292.an estimated accuracy of +/- 6 seconds.
 LG0292
 LG0292.The orthometric height was determined by differential leveling and
 LG0292.adjusted by the NATIONAL GEODETIC SURVEY
 LG0292.in June 1991.
 LG0292
 LG0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0292.GEOID18 height accuracy estimate available here.
 LG0292
 LG0292.Click photographs - Photos may exist for this station.
 LG0292
 LG0292.The dynamic height is computed by dividing the NAVD 88
 LG0292.geopotential number by the normal gravity value computed on the
 LG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0292.degrees latitude (g = 980.6199 gals.).
 LG0292
 LG0292.The modeled gravity was interpolated from observed gravity values.
 LG0292
 LG0292;                    North         East    Units  Estimated Accuracy
 LG0292;SPC NE       -   102,750.      790,630.      MT  (+/- 180 meters Scaled)
 LG0292
 LG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL061090(NAD 83)
 LG0292
 LG0292                          SUPERSEDED SURVEY CONTROL
 LG0292
 LG0292  NGVD 29 (??/??/92)  433.539  (m)         1422.37   (f) ADJ UNCH    1 2
 LG0292
 LG0292.Superseded values are not recommended for survey control.
 LG0292
 LG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0292.See file dsdata.pdf to determine how the superseded data were derived.
 LG0292
 LG0292_MARKER: DB = BENCH MARK DISK
 LG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0292_STAMPING: 1421.946 Z 12 1933
 LG0292_MARK LOGO: CGS
 LG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0292+STABILITY: SURFACE MOTION
 LG0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0292+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1988
 LG0292
 LG0292  HISTORY     - Date     Condition        Report By
 LG0292  HISTORY     - 1933     MONUMENTED       CGS
 LG0292  HISTORY     - 1940     GOOD             CGS
 LG0292  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG0292  HISTORY     - 19881006 MARK NOT FOUND   NGS
 LG0292  HISTORY     - 20060822 MARK NOT FOUND   NEDR
 LG0292
 LG0292                          STATION DESCRIPTION
 LG0292
 LG0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0292'2.6 MI SE FROM CHENEY.
 LG0292'2.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0292'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 5-1/2
 LG0292'POLES EAST OF MILEPOST 50, AT A ROAD CROSSING, 56 FEET EAST OF
 LG0292'THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF
 LG0292'THE TRACK, 9 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 LG0292'3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0292'STAMPED 1421.94 Z 12 1933 AND SET IN THE TOP OF A CONCRETE
 LG0292'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0292
 LG0292                          STATION RECOVERY (1964)
 LG0292
 LG0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0292'MARK NOT FOUND.
 LG0292
 LG0292                          STATION RECOVERY (1988)
 LG0292
 LG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0292'MARK NOT FOUND.
 LG0292
 LG0292                          STATION RECOVERY (2006)
 LG0292
 LG0292'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PS)
 LG0292'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0059 ***********************************************************************
 MM0059  DESIGNATION -  Z 120
 MM0059  PID         -  MM0059
 MM0059  STATE/COUNTY-  NE/CUSTER
 MM0059  COUNTRY     -  US
 MM0059  USGS QUAD   -  DAVENPORT TABLE (2017)
 MM0059
 MM0059                         *CURRENT SURVEY CONTROL
 MM0059  ______________________________________________________________________
 MM0059* NAD 83(1986) POSITION- 41 28 51.65   (N) 100 00 03.89   (W)   HD_HELD1
 MM0059* NAVD 88 ORTHO HEIGHT -   911.228 (meters)     2989.59  (feet) ADJUSTED
 MM0059  ______________________________________________________________________
 MM0059  GEOID HEIGHT    -        -22.263 (meters)                     GEOID18
 MM0059  DYNAMIC HEIGHT  -        910.725 (meters)     2987.94  (feet) COMP
 MM0059  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 MM0059
 MM0059  VERT ORDER      -  SECOND    CLASS 0
 MM0059
 MM0059.The horizontal coordinates were determined by differentially corrected
 MM0059.hand held GPS observations or other comparable positioning techniques
 MM0059.and have an estimated accuracy of +/- 3 meters.
 MM0059
 MM0059.The orthometric height was determined by differential leveling and
 MM0059.adjusted by the NATIONAL GEODETIC SURVEY
 MM0059.in June 1991.
 MM0059
 MM0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0059.GEOID18 height accuracy estimate available here.
 MM0059
 MM0059.Click photographs - Photos may exist for this station.
 MM0059
 MM0059.The dynamic height is computed by dividing the NAVD 88
 MM0059.geopotential number by the normal gravity value computed on the
 MM0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0059.degrees latitude (g = 980.6199 gals.).
 MM0059
 MM0059.The modeled gravity was interpolated from observed gravity values.
 MM0059
 MM0059;                    North         East    Units  Estimated Accuracy
 MM0059;SPC NE       -   182,934.1     499,909.8     MT  (+/- 3 meters HH1 GPS) 
 MM0059
 MM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1642292640(NAD 83)
 MM0059
 MM0059                          SUPERSEDED SURVEY CONTROL
 MM0059
 MM0059  NGVD 29 (??/??/92)  910.970  (m)         2988.74   (f) ADJ UNCH    2 0
 MM0059
 MM0059.Superseded values are not recommended for survey control.
 MM0059
 MM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0059.See file dsdata.pdf to determine how the superseded data were derived.
 MM0059
 MM0059_MARKER: DB = BENCH MARK DISK
 MM0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0059_STAMPING: Z 120 1934
 MM0059_MARK LOGO: CGS
 MM0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0059+STABILITY: SURFACE MOTION
 MM0059
 MM0059  HISTORY     - Date     Condition        Report By
 MM0059  HISTORY     - 1934     MONUMENTED       CGS
 MM0059  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0059
 MM0059                          STATION DESCRIPTION
 MM0059
 MM0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0059'12.7 MI SW FROM MERNA.
 MM0059'ABOUT 12.7 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST
 MM0059'OFFICE AT MERNA, CUSTER COUNTY, AT A ROAD CROSSING, 33 FEET
 MM0059'NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET EAST OF CENTER
 MM0059'LINE OF THE ROAD, AND 2 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE
 MM0059'JUNCTION.  A STANDARD DISK, STAMPED Z 120 1934 AND SET IN THE TOP
 MM0059'OF A CONCRETE POST.
 MM0059
 MM0059                          STATION RECOVERY (1972)
 MM0059
 MM0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0371 ***********************************************************************
 ML0371  DESIGNATION -  Z 121
 ML0371  PID         -  ML0371
 ML0371  STATE/COUNTY-  NE/SHERMAN
 ML0371  COUNTRY     -  US
 ML0371  USGS QUAD   -  RAVENNA NW (2017)
 ML0371
 ML0371                         *CURRENT SURVEY CONTROL
 ML0371  ______________________________________________________________________
 ML0371* NAD 83(1986) POSITION- 41 10 38.     (N) 098 53 24.     (W)   SCALED
 ML0371* NAVD 88 ORTHO HEIGHT -   615.463 (meters)     2019.23  (feet) ADJUSTED
 ML0371  ______________________________________________________________________
 ML0371  GEOID HEIGHT    -        -24.085 (meters)                     GEOID18
 ML0371  DYNAMIC HEIGHT  -        615.148 (meters)     2018.20  (feet) COMP
 ML0371  MODELED GRAVITY -    980,091.8   (mgal)                       NAVD 88
 ML0371
 ML0371  VERT ORDER      -  SECOND    CLASS 0
 ML0371
 ML0371.The horizontal coordinates were scaled from a map and have
 ML0371.an estimated accuracy of +/- 6 seconds.
 ML0371
 ML0371.The orthometric height was determined by differential leveling and
 ML0371.adjusted by the NATIONAL GEODETIC SURVEY
 ML0371.in June 1991.
 ML0371
 ML0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0371.GEOID18 height accuracy estimate available here.
 ML0371
 ML0371.Click photographs - Photos may exist for this station.
 ML0371
 ML0371.The dynamic height is computed by dividing the NAVD 88
 ML0371.geopotential number by the normal gravity value computed on the
 ML0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0371.degrees latitude (g = 980.6199 gals.).
 ML0371
 ML0371.The modeled gravity was interpolated from observed gravity values.
 ML0371
 ML0371;                    North         East    Units  Estimated Accuracy
 ML0371;SPC NE       -   149,800.      593,110.      MT  (+/- 180 meters Scaled)
 ML0371
 ML0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL092584(NAD 83)
 ML0371
 ML0371                          SUPERSEDED SURVEY CONTROL
 ML0371
 ML0371  NGVD 29 (??/??/92)  615.223  (m)         2018.44   (f) ADJ UNCH    2 0
 ML0371
 ML0371.Superseded values are not recommended for survey control.
 ML0371
 ML0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0371.See file dsdata.pdf to determine how the superseded data were derived.
 ML0371
 ML0371_MARKER: DB = BENCH MARK DISK
 ML0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0371_STAMPING: Z 121 1935
 ML0371_MARK LOGO: CGS
 ML0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0371+STABILITY: SURFACE MOTION
 ML0371
 ML0371  HISTORY     - Date     Condition        Report By
 ML0371  HISTORY     - 1935     MONUMENTED       CGS
 ML0371  HISTORY     - 1949     GOOD             CGS
 ML0371  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0371
 ML0371                          STATION DESCRIPTION
 ML0371
 ML0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0371'5.1 MI NW FROM ROCKVILLE.
 ML0371'5.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0371'CROSSING OF THE UNION PACIFIC RAILROAD AND STATE HIGHWAY NO. 68
 ML0371'AT ROCKVILLE, BETWEEN THE RAILROAD AND STATE HIGHWAY NO. 58,
 ML0371'58 FEET SOUTH OF A POINT ON THE PROJECTED CENTER LINE OF A SIDE
 ML0371'ROAD LEADING EAST, 42 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ML0371'TRACK, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ML0371'10 FEET SOUTHEAST OF THE THIRD POLE SOUTHEAST OF MILEPOST NO. 31,
 ML0371'1.1 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0371'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0371
 ML0371                          STATION RECOVERY (1985)
 ML0371
 ML0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0585 ***********************************************************************
 LH0585  DESIGNATION -  Z 122
 LH0585  PID         -  LH0585
 LH0585  STATE/COUNTY-  NE/BUFFALO
 LH0585  COUNTRY     -  US
 LH0585  USGS QUAD   -  KEARNEY (2017)
 LH0585
 LH0585                         *CURRENT SURVEY CONTROL
 LH0585  ______________________________________________________________________
 LH0585* NAD 83(1986) POSITION- 40 43 42.     (N) 099 05 02.     (W)   SCALED
 LH0585* NAVD 88 ORTHO HEIGHT -   677.495 (meters)     2222.75  (feet) ADJUSTED
 LH0585  ______________________________________________________________________
 LH0585  GEOID HEIGHT    -        -24.372 (meters)                     GEOID18
 LH0585  DYNAMIC HEIGHT  -        677.114 (meters)     2221.50  (feet) COMP
 LH0585  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 LH0585
 LH0585  VERT ORDER      -  SECOND    CLASS 0
 LH0585
 LH0585.The horizontal coordinates were scaled from a map and have
 LH0585.an estimated accuracy of +/- 6 seconds.
 LH0585
 LH0585.The orthometric height was determined by differential leveling and
 LH0585.adjusted by the NATIONAL GEODETIC SURVEY
 LH0585.in June 1991.
 LH0585
 LH0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0585.GEOID18 height accuracy estimate available here.
 LH0585
 LH0585.Click photographs - Photos may exist for this station.
 LH0585
 LH0585.The dynamic height is computed by dividing the NAVD 88
 LH0585.geopotential number by the normal gravity value computed on the
 LH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0585.degrees latitude (g = 980.6199 gals.).
 LH0585
 LH0585.The modeled gravity was interpolated from observed gravity values.
 LH0585
 LH0585;                    North         East    Units  Estimated Accuracy
 LH0585;SPC NE       -    99,780.      577,370.      MT  (+/- 180 meters Scaled)
 LH0585
 LH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929086(NAD 83)
 LH0585
 LH0585                          SUPERSEDED SURVEY CONTROL
 LH0585
 LH0585  NGVD 29 (??/??/92)  677.241  (m)         2221.91   (f) ADJ UNCH    2 0
 LH0585
 LH0585.Superseded values are not recommended for survey control.
 LH0585
 LH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0585.See file dsdata.pdf to determine how the superseded data were derived.
 LH0585
 LH0585_MARKER: DB = BENCH MARK DISK
 LH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0585_STAMPING: Z 122 1935
 LH0585_MARK LOGO: CGS
 LH0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0585+STABILITY: SURFACE MOTION
 LH0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0585+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 LH0585
 LH0585  HISTORY     - Date     Condition        Report By
 LH0585  HISTORY     - 1935     MONUMENTED       CGS
 LH0585  HISTORY     - 1949     GOOD             CGS
 LH0585  HISTORY     - 19970409 GOOD             NEDR
 LH0585  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0585
 LH0585                          STATION DESCRIPTION
 LH0585
 LH0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0585'2.1 MI N FROM KEARNEY.
 LH0585'2.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0585'KEARNEY, BUFFALO COUNTY, AT THE JUNCTION OF A T-ROAD LEADING
 LH0585'EAST, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 LH0585'SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHEAST OF THE
 LH0585'CENTER OF THE SOUTH END OF A PIPE CULVERT WITH CONCRETE HEADWALLS,
 LH0585'AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LH0585'STAMPED Z 122 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LH0585'0.6 FOOT ABOVE GROUND.
 LH0585
 LH0585                          STATION RECOVERY (1949)
 LH0585
 LH0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0585'RECOVERED IN GOOD CONDITION.
 LH0585
 LH0585                          STATION RECOVERY (1997)
 LH0585
 LH0585'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LH0585'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO ROAD
 LH0585'CONSTRUCTION.  SEE THE DESCRIPTION FOR Z 122 RESET, IN 1997, FOR
 LH0585'FURTHER DETAILS.
 LH0585
 LH0585                          STATION RECOVERY (2005)
 LH0585
 LH0585'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0585'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AG9617 ***********************************************************************
 AG9617  DESIGNATION -  Z 122 RESET
 AG9617  PID         -  AG9617
 AG9617  STATE/COUNTY-  NE/BUFFALO
 AG9617  COUNTRY     -  US
 AG9617  USGS QUAD   -  KEARNEY (2017)
 AG9617
 AG9617                         *CURRENT SURVEY CONTROL
 AG9617  ______________________________________________________________________
 AG9617* NAD 83(1986) POSITION- 40 43 41.56   (N) 099 04 57.39   (W)   HD_HELD1
 AG9617* NAVD 88 ORTHO HEIGHT -   675.24  (meters)     2215.3   (feet) RESET
 AG9617  ______________________________________________________________________
 AG9617  GEOID HEIGHT    -        -24.373 (meters)                     GEOID18
 AG9617  VERT ORDER      -  THIRD
 AG9617
 AG9617.The horizontal coordinates were determined by differentially corrected
 AG9617.hand held GPS observations or other comparable positioning techniques
 AG9617.and have an estimated accuracy of +/- 3 meters.
 AG9617
 AG9617.The orthometric height was computed from unverified reset data.
 AG9617
 AG9617.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9617.GEOID18 height accuracy estimate available here.
 AG9617
 AG9617.Click photographs - Photos may exist for this station.
 AG9617
 AG9617;                    North         East    Units  Estimated Accuracy
 AG9617;SPC NE       -    99,767.9     577,480.3     MT  (+/- 3 meters HH1 GPS) 
 AG9617
 AG9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9302408589(NAD 83)
 AG9617
 AG9617                          SUPERSEDED SURVEY CONTROL
 AG9617
 AG9617.No superseded survey control is available for this station.
 AG9617
 AG9617_MARKER: DV = VERTICAL CONTROL DISK
 AG9617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9617_STAMPING: Z 122 RESET 1997
 AG9617_MARK LOGO: NGS
 AG9617_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9617+STABILITY: SURFACE MOTION
 AG9617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9617+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 AG9617
 AG9617  HISTORY     - Date     Condition        Report By
 AG9617  HISTORY     - 1997     MONUMENTED       NEDR
 AG9617  HISTORY     - 20050308 GOOD             NEDR
 AG9617  HISTORY     - 20100407 GOOD             JEOCON
 AG9617
 AG9617                          STATION DESCRIPTION
 AG9617
 AG9617'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AG9617'LOCATED IN THE NORTHWEST PART OF KEARNEY, ON ROAD RIGHT-OF-WAY, IN
 AG9617'FRONT OF A BURGER KING RESTUARANT AND IN THE NW1//4, SEC25, T9N, R16W.
 AG9617'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 30, IN
 AG9617'KEARNEY, GO NORTH ON HIGHWAY 10 FOR 2.0 MI (3.2 KM) TO 56TH STREET.
 AG9617'TURN RIGHT AND GO EAST FOR ABOUT 0.10 KM (0.05 MI) TO THE MARK ON THE
 AG9617'RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AG9617'IS FLUSH WITH THE GROUND.  IT IS 102.6 M (336.6 FT) EAST OF THE
 AG9617'CENTERLINE OF HIGHWAY 10, 16.8 M (55.1 FT) SOUTH OF THE CENTERLINE OF
 AG9617'56TH STREET, 15.005 M (49.229 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 AG9617'A SIGN FOR THE BURGER KING RESTAURANT, 9.80 M (32.15 FT) EAST OF THE
 AG9617'CENTERLINE OF THE EAST DRIVE TO THE RESTAURANT, 6.085 M (19.964 FT)
 AG9617'NORTH OF THE BACK OF A CURB, 1.81 M (5.94 FT) SOUTHWEST OF THE TOP
 AG9617'CENTER OF THE NORTH END OF A CONCRETE CULVERT AND 0.41 M (1.35 FT)
 AG9617'NORTH OF A WITNESS POST.
 AG9617
 AG9617                          STATION RECOVERY (2005)
 AG9617
 AG9617'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 AG9617'RECOVERED IN GOOD CONDITION.
 AG9617
 AG9617                          STATION RECOVERY (2010)
 AG9617
 AG9617'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 AG9617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0625 ***********************************************************************
 ML0625  DESIGNATION -  Z 125
 ML0625  PID         -  ML0625
 ML0625  STATE/COUNTY-  NE/VALLEY
 ML0625  COUNTRY     -  US
 ML0625  USGS QUAD   -  ELYRIA (2017)
 ML0625
 ML0625                         *CURRENT SURVEY CONTROL
 ML0625  ______________________________________________________________________
 ML0625* NAD 83(1986) POSITION- 41 43 03.     (N) 099 03 21.     (W)   SCALED
 ML0625* NAVD 88 ORTHO HEIGHT -   644.184 (meters)     2113.46  (feet) ADJUSTED
 ML0625  ______________________________________________________________________
 ML0625  GEOID HEIGHT    -        -23.719 (meters)                     GEOID18
 ML0625  DYNAMIC HEIGHT  -        643.873 (meters)     2112.44  (feet) COMP
 ML0625  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 ML0625
 ML0625  VERT ORDER      -  SECOND    CLASS 0
 ML0625
 ML0625.The horizontal coordinates were scaled from a map and have
 ML0625.an estimated accuracy of +/- 6 seconds.
 ML0625
 ML0625.The orthometric height was determined by differential leveling and
 ML0625.adjusted by the NATIONAL GEODETIC SURVEY
 ML0625.in June 1991.
 ML0625
 ML0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0625.GEOID18 height accuracy estimate available here.
 ML0625
 ML0625.Click photographs - Photos may exist for this station.
 ML0625
 ML0625.The dynamic height is computed by dividing the NAVD 88
 ML0625.geopotential number by the normal gravity value computed on the
 ML0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0625.degrees latitude (g = 980.6199 gals.).
 ML0625
 ML0625.The modeled gravity was interpolated from observed gravity values.
 ML0625
 ML0625;                    North         East    Units  Estimated Accuracy
 ML0625;SPC NE       -   209,620.      578,540.      MT  (+/- 180 meters Scaled)
 ML0625
 ML0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM953184(NAD 83)
 ML0625
 ML0625                          SUPERSEDED SURVEY CONTROL
 ML0625
 ML0625  NGVD 29 (??/??/92)  643.94   (m)         2112.7    (f) COMPUTED    2 0
 ML0625
 ML0625.Superseded values are not recommended for survey control.
 ML0625
 ML0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0625.See file dsdata.pdf to determine how the superseded data were derived.
 ML0625
 ML0625_MARKER: DB = BENCH MARK DISK
 ML0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0625_STAMPING: Z 125 1935
 ML0625_MARK LOGO: CGS
 ML0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0625+STABILITY: SURFACE MOTION
 ML0625
 ML0625  HISTORY     - Date     Condition        Report By
 ML0625  HISTORY     - 1935     MONUMENTED       CGS
 ML0625  HISTORY     - 1950     GOOD             CGS
 ML0625  HISTORY     - 1985     SEE DESCRIPTION  NGS
 ML0625
 ML0625                          STATION DESCRIPTION
 ML0625
 ML0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0625'3.6 MI NW FROM ELYRIA.
 ML0625'3.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0625'RAILROAD FROM THE STATION AT ELYRIA, VALLEY COUNTY, 15 RAILS
 ML0625'NORTHWEST OF MILEPOST 34, 135.7 FEET NORTHEAST OF THE
 ML0625'CENTER LINE OF STATE HIGHWAY 11, AT A ROAD CROSSING, 46 FEET
 ML0625'EAST OF THE CENTER LINE OF THE ROAD, AND 44.2 FEET NORTHEAST
 ML0625'OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED Z 125 1935
 ML0625'AND SET IN THE TOP OF A CONCRETE POST.
 ML0625
 ML0625                          STATION RECOVERY (1985)
 ML0625
 ML0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0625'THE OLD RAILROAD IS NOW GONE. APPARENTLY THIS MARK NO LONGER SERVED A
 ML0625'USEFUL PURPOSE AND NO ATTEMPT WAS MADE TO PRESERVE IT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0254 ***********************************************************************
 NN0254  DESIGNATION -  Z 126
 NN0254  PID         -  NN0254
 NN0254  STATE/COUNTY-  NE/HOLT
 NN0254  COUNTRY     -  US
 NN0254  USGS QUAD   -  EMMET SW (2017)
 NN0254
 NN0254                         *CURRENT SURVEY CONTROL
 NN0254  ______________________________________________________________________
 NN0254* NAD 83(1986) POSITION- 42 21 05.     (N) 098 57 50.     (W)   SCALED
 NN0254* NAVD 88 ORTHO HEIGHT -   673.846 (meters)     2210.78  (feet) ADJUSTED
 NN0254  ______________________________________________________________________
 NN0254  GEOID HEIGHT    -        -23.845 (meters)                     GEOID18
 NN0254  DYNAMIC HEIGHT  -        673.565 (meters)     2209.85  (feet) COMP
 NN0254  MODELED GRAVITY -    980,182.8   (mgal)                       NAVD 88
 NN0254
 NN0254  VERT ORDER      -  SECOND    CLASS 0
 NN0254
 NN0254.The horizontal coordinates were scaled from a map and have
 NN0254.an estimated accuracy of +/- 6 seconds.
 NN0254
 NN0254.The orthometric height was determined by differential leveling and
 NN0254.adjusted by the NATIONAL GEODETIC SURVEY
 NN0254.in June 1991.
 NN0254
 NN0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0254.GEOID18 height accuracy estimate available here.
 NN0254
 NN0254.Click photographs - Photos may exist for this station.
 NN0254
 NN0254.The dynamic height is computed by dividing the NAVD 88
 NN0254.geopotential number by the normal gravity value computed on the
 NN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0254.degrees latitude (g = 980.6199 gals.).
 NN0254
 NN0254.The modeled gravity was interpolated from observed gravity values.
 NN0254
 NN0254;                    North         East    Units  Estimated Accuracy
 NN0254;SPC NE       -   280,090.      585,350.      MT  (+/- 180 meters Scaled)
 NN0254
 NN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM029887(NAD 83)
 NN0254
 NN0254                          SUPERSEDED SURVEY CONTROL
 NN0254
 NN0254  NGVD 29 (??/??/92)  673.601  (m)         2209.97   (f) ADJ UNCH    2 0
 NN0254
 NN0254.Superseded values are not recommended for survey control.
 NN0254
 NN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0254.See file dsdata.pdf to determine how the superseded data were derived.
 NN0254
 NN0254_MARKER: DB = BENCH MARK DISK
 NN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0254_STAMPING: Z 126 1935
 NN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0254+STABILITY: SURFACE MOTION
 NN0254
 NN0254  HISTORY     - Date     Condition        Report By
 NN0254  HISTORY     - 1935     MONUMENTED       CGS
 NN0254  HISTORY     - 1964     MARK NOT FOUND   CGS
 NN0254
 NN0254                          STATION DESCRIPTION
 NN0254
 NN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0254'12.2 MI S FROM ATKINSON.
 NN0254'12.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0254'ATKINSON, HOLT COUNTY, 130 FEET NORTH OF A FENCE, 33 FEET WEST
 NN0254'OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE
 NN0254'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 NN0254'STANDARD DISK, STAMPED Z 126 1935 AND SET IN THE TOP OF A
 NN0254'CONCRETE POST.
 NN0254
 NN0254                          STATION RECOVERY (1964)
 NN0254
 NN0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0123 ***********************************************************************
 NN0123  DESIGNATION -  Z 127
 NN0123  PID         -  NN0123
 NN0123  STATE/COUNTY-  NE/HOLT
 NN0123  COUNTRY     -  US
 NN0123  USGS QUAD   -  DELOIT NE (2017)
 NN0123
 NN0123                         *CURRENT SURVEY CONTROL
 NN0123  ______________________________________________________________________
 NN0123* NAD 83(1986) POSITION- 42 14 38.     (N) 098 19 43.     (W)   SCALED
 NN0123* NAVD 88 ORTHO HEIGHT -   562.914 (meters)     1846.83  (feet) ADJUSTED
 NN0123  ______________________________________________________________________
 NN0123  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 NN0123  DYNAMIC HEIGHT  -        562.687 (meters)     1846.08  (feet) COMP
 NN0123  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 NN0123
 NN0123  VERT ORDER      -  SECOND    CLASS 0
 NN0123
 NN0123.The horizontal coordinates were scaled from a map and have
 NN0123.an estimated accuracy of +/- 6 seconds.
 NN0123
 NN0123.The orthometric height was determined by differential leveling and
 NN0123.adjusted by the NATIONAL GEODETIC SURVEY
 NN0123.in June 1991.
 NN0123
 NN0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0123.GEOID18 height accuracy estimate available here.
 NN0123
 NN0123.Click photographs - Photos may exist for this station.
 NN0123
 NN0123.The dynamic height is computed by dividing the NAVD 88
 NN0123.geopotential number by the normal gravity value computed on the
 NN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0123.degrees latitude (g = 980.6199 gals.).
 NN0123
 NN0123.The modeled gravity was interpolated from observed gravity values.
 NN0123
 NN0123;                    North         East    Units  Estimated Accuracy
 NN0123;SPC NE       -   268,970.      637,900.      MT  (+/- 180 meters Scaled)
 NN0123
 NN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM553770(NAD 83)
 NN0123
 NN0123                          SUPERSEDED SURVEY CONTROL
 NN0123
 NN0123  NGVD 29 (??/??/92)  562.703  (m)         1846.13   (f) ADJ UNCH    2 0
 NN0123
 NN0123.Superseded values are not recommended for survey control.
 NN0123
 NN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0123.See file dsdata.pdf to determine how the superseded data were derived.
 NN0123
 NN0123_MARKER: DB = BENCH MARK DISK
 NN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0123_STAMPING: Z 127 1935
 NN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0123+STABILITY: SURFACE MOTION
 NN0123
 NN0123  HISTORY     - Date     Condition        Report By
 NN0123  HISTORY     - 1935     MONUMENTED       CGS
 NN0123  HISTORY     - 1963     GOOD             CGS
 NN0123
 NN0123                          STATION DESCRIPTION
 NN0123
 NN0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0123'1.3 MI SE FROM EWING.
 NN0123'1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0123'FROM THE STATION AT EWING, HOLT COUNTY, 6-1/2 RAILS NORTHWEST OF
 NN0123'CULVERT 263-1/2, 42 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NN0123'MAIN TRACK, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 NN0123'STANDARD DISK, STAMPED Z 127 1935 AND SET IN THE TOP OF A CONCRETE
 NN0123'POST.
 NN0123
 NN0123                          STATION RECOVERY (1963)
 NN0123
 NN0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NN0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1220 ***********************************************************************
 NM1220  DESIGNATION -  Z 128
 NM1220  PID         -  NM1220
 NM1220  STATE/COUNTY-  NE/MADISON
 NM1220  COUNTRY     -  US
 NM1220  USGS QUAD   -  NORFOLK (2017)
 NM1220
 NM1220                         *CURRENT SURVEY CONTROL
 NM1220  ______________________________________________________________________
 NM1220* NAD 83(1986) POSITION- 42 00 45.     (N) 097 27 55.     (W)   SCALED
 NM1220* NAVD 88 ORTHO HEIGHT -   466.279 (meters)     1529.78  (feet) ADJUSTED
 NM1220  ______________________________________________________________________
 NM1220  GEOID HEIGHT    -        -24.791 (meters)                     GEOID18
 NM1220  DYNAMIC HEIGHT  -        466.094 (meters)     1529.18  (feet) COMP
 NM1220  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 NM1220
 NM1220  VERT ORDER      -  SECOND    CLASS 0
 NM1220
 NM1220.The horizontal coordinates were scaled from a map and have
 NM1220.an estimated accuracy of +/- 6 seconds.
 NM1220
 NM1220.The orthometric height was determined by differential leveling and
 NM1220.adjusted by the NATIONAL GEODETIC SURVEY
 NM1220.in June 1991.
 NM1220
 NM1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1220.GEOID18 height accuracy estimate available here.
 NM1220
 NM1220.Click photographs - Photos may exist for this station.
 NM1220
 NM1220.The dynamic height is computed by dividing the NAVD 88
 NM1220.geopotential number by the normal gravity value computed on the
 NM1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1220.degrees latitude (g = 980.6199 gals.).
 NM1220
 NM1220.The modeled gravity was interpolated from observed gravity values.
 NM1220
 NM1220;                    North         East    Units  Estimated Accuracy
 NM1220;SPC NE       -   245,020.      709,870.      MT  (+/- 180 meters Scaled)
 NM1220
 NM1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM270523(NAD 83)
 NM1220
 NM1220                          SUPERSEDED SURVEY CONTROL
 NM1220
 NM1220  NGVD 29 (??/??/92)  466.106  (m)         1529.22   (f) ADJ UNCH    2 0
 NM1220
 NM1220.Superseded values are not recommended for survey control.
 NM1220
 NM1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1220.See file dsdata.pdf to determine how the superseded data were derived.
 NM1220
 NM1220_MARKER: DB = BENCH MARK DISK
 NM1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1220_STAMPING: Z 128 1935
 NM1220_MARK LOGO: CGS
 NM1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1220+STABILITY: SURFACE MOTION
 NM1220
 NM1220  HISTORY     - Date     Condition        Report By
 NM1220  HISTORY     - 1935     MONUMENTED       CGS
 NM1220
 NM1220                          STATION DESCRIPTION
 NM1220
 NM1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1220'3.6 MI W FROM NORFOLK.
 NM1220'3.6 MI W ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1220'STATION AT NORFOLK, MADISON COUNTY, 7-1/2 RAILS E OF THE E END
 NM1220'OF BRIDGE 143, 45.3 FT SE OF THE CENTER OF A ROAD CROSSING, 36 FT
 NM1220'S OF THE S RAIL OF THE MAIN TRACK, AND 11.8 FT N OF A RIGHT-OF-WAY
 NM1220'FENCE CORNER.  A STANDARD DISK, STAMPED Z 128 1935 AND SET IN THE
 NM1220'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0312 ***********************************************************************
 LG0312  DESIGNATION -  Z 13
 LG0312  PID         -  LG0312
 LG0312  STATE/COUNTY-  NE/LANCASTER
 LG0312  COUNTRY     -  US
 LG0312  USGS QUAD   -  LINCOLN (2017)
 LG0312
 LG0312                         *CURRENT SURVEY CONTROL
 LG0312  ______________________________________________________________________
 LG0312* NAD 83(1986) POSITION- 40 48 41.92   (N) 096 41 54.67   (W)   HD_HELD1
 LG0312* NAVD 88 ORTHO HEIGHT -   358.793 (meters)     1177.14  (feet) ADJUSTED
 LG0312  ______________________________________________________________________
 LG0312  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 LG0312  DYNAMIC HEIGHT  -        358.635 (meters)     1176.62  (feet) COMP
 LG0312  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 LG0312
 LG0312  VERT ORDER      -  FIRST     CLASS II
 LG0312
 LG0312.The horizontal coordinates were determined by differentially corrected
 LG0312.hand held GPS observations or other comparable positioning techniques
 LG0312.and have an estimated accuracy of +/- 3 meters.
 LG0312
 LG0312.The orthometric height was determined by differential leveling and
 LG0312.adjusted by the NATIONAL GEODETIC SURVEY
 LG0312.in May 1993.
 LG0312
 LG0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0312.GEOID18 height accuracy estimate available here.
 LG0312
 LG0312.Click photographs - Photos may exist for this station.
 LG0312
 LG0312.The dynamic height is computed by dividing the NAVD 88
 LG0312.geopotential number by the normal gravity value computed on the
 LG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0312.degrees latitude (g = 980.6199 gals.).
 LG0312
 LG0312.The modeled gravity was interpolated from observed gravity values.
 LG0312
 LG0312;                    North         East    Units  Estimated Accuracy
 LG0312;SPC NE       -   113,936.1     778,417.4     MT  (+/- 3 meters HH1 GPS) 
 LG0312
 LG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9411520396(NAD 83)
 LG0312
 LG0312                          SUPERSEDED SURVEY CONTROL
 LG0312
 LG0312  NAVD 88 (06/15/91)  358.758  (m)         1177.03   (f) SUPERSEDED  1 2
 LG0312  NGVD 29 (??/??/92)  358.663  (m)         1176.71   (f) ADJ UNCH    1 2
 LG0312
 LG0312.Superseded values are not recommended for survey control.
 LG0312
 LG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0312.See file dsdata.pdf to determine how the superseded data were derived.
 LG0312
 LG0312_MARKER: DB = BENCH MARK DISK
 LG0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0312_STAMPING: 1176.208 Z 13 1933
 LG0312_MARK LOGO: CGS
 LG0312_PROJECTION: FLUSH
 LG0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0312+STABILITY: SURFACE MOTION
 LG0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0312+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 LG0312
 LG0312  HISTORY     - Date     Condition        Report By
 LG0312  HISTORY     - 1933     MONUMENTED       CGS
 LG0312  HISTORY     - 1940     GOOD             CGS
 LG0312  HISTORY     - 1990     GOOD             USPSQD
 LG0312  HISTORY     - 19920518 GOOD             NGS
 LG0312  HISTORY     - 20030809 GOOD             USPSQD
 LG0312
 LG0312                          STATION DESCRIPTION
 LG0312
 LG0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0312'AT LINCOLN.
 LG0312'AT LINCOLN, LANCASTER COUNTY, AT THE NORTHWEST CORNER OF THE
 LG0312'INTERSECTION OF M AND SOUTH SIXTEENTH STREETS, SOUTHEAST OF A
 LG0312'SCHOOLYARD, 12 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 LG0312'IRON FENCE AROUND THE PLAYGROUND, 1 FOOT WEST OF THE WEST WALK
 LG0312'OF SOUTH SIXTEENTH STREET, AND 1 FOOT NORTH OF THE NORTH WALK
 LG0312'OF M STREET.  A STANDARD DISK, STAMPED 1176.208 Z 13 1933 AND
 LG0312'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LG0312
 LG0312                          STATION RECOVERY (1990)
 LG0312
 LG0312'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0312'RECOVERED IN GOOD CONDITION.
 LG0312
 LG0312                          STATION RECOVERY (1992)
 LG0312
 LG0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0312'IN LINCOLN, AT THE INTERSECTION OF M AND 16TH STREETS, 18.5 M
 LG0312'(60.7 FT) SOUTH OF THE SOUTHEAST CORNER OF PERSHING AUDITORIUM, 16.1
 LG0312'M (52.8 FT) NORTH OF THE CENTER OF M STREET, 15.0 M (49.2 FT) WEST OF
 LG0312'THE CENTER OF 16TH STREET, 4.1 M (13.5 FT) NORTH OF A UTILITY LIGHT
 LG0312'POLE, 2.0 M (6.6 FT) SOUTH OF THE SOUTHEAST END OF A SIGN, 0.5 M
 LG0312'(1.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT
 LG0312'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LG0312
 LG0312                          STATION RECOVERY (2003)
 LG0312
 LG0312'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1051 ***********************************************************************
 MK1051  DESIGNATION -  Z 131
 MK1051  PID         -  MK1051
 MK1051  STATE/COUNTY-  NE/DODGE
 MK1051  COUNTRY     -  US
 MK1051  USGS QUAD   -  UEHLING (2017)
 MK1051
 MK1051                         *CURRENT SURVEY CONTROL
 MK1051  ______________________________________________________________________
 MK1051* NAD 83(1986) POSITION- 41 37 42.     (N) 096 30 52.     (W)   SCALED
 MK1051* NAVD 88 ORTHO HEIGHT -   371.439 (meters)     1218.63  (feet) ADJUSTED
 MK1051  ______________________________________________________________________
 MK1051  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 MK1051  DYNAMIC HEIGHT  -        371.293 (meters)     1218.15  (feet) COMP
 MK1051  MODELED GRAVITY -    980,217.8   (mgal)                       NAVD 88
 MK1051
 MK1051  VERT ORDER      -  SECOND    CLASS 0
 MK1051
 MK1051.The horizontal coordinates were scaled from a map and have
 MK1051.an estimated accuracy of +/- 6 seconds.
 MK1051
 MK1051.The orthometric height was determined by differential leveling and
 MK1051.adjusted by the NATIONAL GEODETIC SURVEY
 MK1051.in June 1991.
 MK1051
 MK1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1051.GEOID18 height accuracy estimate available here.
 MK1051
 MK1051.Click photographs - Photos may exist for this station.
 MK1051
 MK1051.The dynamic height is computed by dividing the NAVD 88
 MK1051.geopotential number by the normal gravity value computed on the
 MK1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1051.degrees latitude (g = 980.6199 gals.).
 MK1051
 MK1051.The modeled gravity was interpolated from observed gravity values.
 MK1051
 MK1051;                    North         East    Units  Estimated Accuracy
 MK1051;SPC NE       -   205,140.      790,280.      MT  (+/- 180 meters Scaled)
 MK1051
 MK1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070114(NAD 83)
 MK1051
 MK1051                          SUPERSEDED SURVEY CONTROL
 MK1051
 MK1051  NGVD 29 (??/??/92)  371.305  (m)         1218.19   (f) ADJ UNCH    2 0
 MK1051
 MK1051.Superseded values are not recommended for survey control.
 MK1051
 MK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1051.See file dsdata.pdf to determine how the superseded data were derived.
 MK1051
 MK1051_MARKER: DB = BENCH MARK DISK
 MK1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1051_STAMPING: Z 131 1935
 MK1051_MARK LOGO: CGS
 MK1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1051+STABILITY: SURFACE MOTION
 MK1051
 MK1051  HISTORY     - Date     Condition        Report By
 MK1051  HISTORY     - 1935     MONUMENTED       CGS
 MK1051  HISTORY     - 1947     GOOD             CGS
 MK1051
 MK1051                          STATION DESCRIPTION
 MK1051
 MK1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1051'1.4 MI N FROM WINSLOW.
 MK1051'1.4 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1051'FROM THE STATION AT WINSLOW, 0.35 MILE SOUTH OF A GRAVEL ROAD
 MK1051'CROSSING, 216.0 FEET NORTH OF THE NORTH END OF WOODEN TRESTLE
 MK1051'NO. 44.95, 58.5 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 MK1051'MILE POST NO. 45, 42.0 FEET WEST OF THE WEST RAIL OF THE TRACK,
 MK1051'5.0 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 1.0 FOOT NORTH
 MK1051'OF A 4-INCH CONCRETE MARKER POST WHICH IS 3 FEET HIGH, 1.0
 MK1051'FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST 3 FEET
 MK1051'BELOW THE TRACK AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1094 ***********************************************************************
 MK1094  DESIGNATION -  Z 132
 MK1094  PID         -  MK1094
 MK1094  STATE/COUNTY-  NE/DODGE
 MK1094  COUNTRY     -  US
 MK1094  USGS QUAD   -  DODGE (2017)
 MK1094
 MK1094                         *CURRENT SURVEY CONTROL
 MK1094  ______________________________________________________________________
 MK1094* NAD 83(1986) POSITION- 41 43 10.     (N) 096 53 01.     (W)   SCALED
 MK1094* NAVD 88 ORTHO HEIGHT -   425.372 (meters)     1395.57  (feet) ADJUSTED
 MK1094  ______________________________________________________________________
 MK1094  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 MK1094  DYNAMIC HEIGHT  -        425.203 (meters)     1395.02  (feet) COMP
 MK1094  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 MK1094
 MK1094  VERT ORDER      -  SECOND    CLASS 0
 MK1094
 MK1094.The horizontal coordinates were scaled from a map and have
 MK1094.an estimated accuracy of +/- 6 seconds.
 MK1094
 MK1094.The orthometric height was determined by differential leveling and
 MK1094.adjusted by the NATIONAL GEODETIC SURVEY
 MK1094.in June 1991.
 MK1094
 MK1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1094.GEOID18 height accuracy estimate available here.
 MK1094
 MK1094.Click photographs - Photos may exist for this station.
 MK1094
 MK1094.The dynamic height is computed by dividing the NAVD 88
 MK1094.geopotential number by the normal gravity value computed on the
 MK1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1094.degrees latitude (g = 980.6199 gals.).
 MK1094
 MK1094.The modeled gravity was interpolated from observed gravity values.
 MK1094
 MK1094;                    North         East    Units  Estimated Accuracy
 MK1094;SPC NE       -   214,080.      759,180.      MT  (+/- 180 meters Scaled)
 MK1094
 MK1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM760207(NAD 83)
 MK1094
 MK1094                          SUPERSEDED SURVEY CONTROL
 MK1094
 MK1094  NGVD 29 (??/??/92)  425.207  (m)         1395.03   (f) ADJ UNCH    2 0
 MK1094
 MK1094.Superseded values are not recommended for survey control.
 MK1094
 MK1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1094.See file dsdata.pdf to determine how the superseded data were derived.
 MK1094
 MK1094_MARKER: DB = BENCH MARK DISK
 MK1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1094_STAMPING: Z 132 1935
 MK1094_MARK LOGO: CGS
 MK1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1094+STABILITY: SURFACE MOTION
 MK1094
 MK1094  HISTORY     - Date     Condition        Report By
 MK1094  HISTORY     - 1935     MONUMENTED       CGS
 MK1094  HISTORY     - 1965     MARK NOT FOUND   CGS
 MK1094
 MK1094                          STATION DESCRIPTION
 MK1094
 MK1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1094'IN DODGE.
 MK1094'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER AND
 MK1094'HUMPHREY, 1450 FEET WEST OF DEPOT, 114 FEET NORTHEAST OF MILE
 MK1094'POST NO. 26, 32.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MK1094'LEVEL WITH THE TRACK.  NOTE-- THE RAILROAD TRACK HAS BEEN
 MK1094'REMOVED.  LAND GRADING HAS TAKING PLACE AT THIS LOCATION, PERSUME
 MK1094'THAT BM HAS BEEN GRADING UP.
 MK1094
 MK1094                          STATION RECOVERY (1965)
 MK1094
 MK1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MK1094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0941 ***********************************************************************
 MK0941  DESIGNATION -  Z 133
 MK0941  PID         -  MK0941
 MK0941  STATE/COUNTY-  NE/SAUNDERS
 MK0941  COUNTRY     -  US
 MK0941  USGS QUAD   -  COLON (2017)
 MK0941
 MK0941                         *CURRENT SURVEY CONTROL
 MK0941  ______________________________________________________________________
 MK0941* NAD 83(1986) POSITION- 41 16 36.     (N) 096 36 31.     (W)   SCALED
 MK0941* NAVD 88 ORTHO HEIGHT -   379.407 (meters)     1244.77  (feet) ADJUSTED
 MK0941  ______________________________________________________________________
 MK0941  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 MK0941  DYNAMIC HEIGHT  -        379.228 (meters)     1244.18  (feet) COMP
 MK0941  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 MK0941
 MK0941  VERT ORDER      -  SECOND    CLASS 0
 MK0941
 MK0941.The horizontal coordinates were scaled from a map and have
 MK0941.an estimated accuracy of +/- 6 seconds.
 MK0941
 MK0941.The orthometric height was determined by differential leveling and
 MK0941.adjusted by the NATIONAL GEODETIC SURVEY
 MK0941.in June 1991.
 MK0941
 MK0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0941.GEOID18 height accuracy estimate available here.
 MK0941
 MK0941.Click photographs - Photos may exist for this station.
 MK0941
 MK0941.The dynamic height is computed by dividing the NAVD 88
 MK0941.geopotential number by the normal gravity value computed on the
 MK0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0941.degrees latitude (g = 980.6199 gals.).
 MK0941
 MK0941.The modeled gravity was interpolated from observed gravity values.
 MK0941
 MK0941;                    North         East    Units  Estimated Accuracy
 MK0941;SPC NE       -   165,820.      783,970.      MT  (+/- 180 meters Scaled)
 MK0941
 MK0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL002722(NAD 83)
 MK0941
 MK0941                          SUPERSEDED SURVEY CONTROL
 MK0941
 MK0941  NGVD 29 (??/??/92)  379.255  (m)         1244.27   (f) ADJ UNCH    2 0
 MK0941
 MK0941.Superseded values are not recommended for survey control.
 MK0941
 MK0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0941.See file dsdata.pdf to determine how the superseded data were derived.
 MK0941
 MK0941_MARKER: DB = BENCH MARK DISK
 MK0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0941_STAMPING: Z 113 1935
 MK0941_MARK LOGO: CGS
 MK0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0941+STABILITY: SURFACE MOTION
 MK0941
 MK0941  HISTORY     - Date     Condition        Report By
 MK0941  HISTORY     - 1935     MONUMENTED       CGS
 MK0941  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK0941
 MK0941                          STATION DESCRIPTION
 MK0941
 MK0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0941'1.5 MI S FROM COLON.
 MK0941'1.5 MILES SOUTH OF C. AND N.W. DEPOT BY RAIL.  ALONG THE CHICAGO AND
 MK0941'NORTH WESTERN RAILWAY BETWEEN WAHOO AND AMES, NEBRASKA, 4 FEET
 MK0941'EAST OF MILE POST 18.  48 FEET EAST OF EAST RAIL, 4 FEET
 MK0941'WEST OF FENCE, AND ABOUT 2 FEET ABOVE THE TRACK LEVEL.
 MK0941
 MK0941                          STATION RECOVERY (1984)
 MK0941
 MK0941'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0941'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0667 ***********************************************************************
 LG0667  DESIGNATION -  Z 134
 LG0667  PID         -  LG0667
 LG0667  STATE/COUNTY-  NE/CLAY
 LG0667  COUNTRY     -  US
 LG0667  USGS QUAD   -  STOCKHAM (2017)
 LG0667
 LG0667                         *CURRENT SURVEY CONTROL
 LG0667  ______________________________________________________________________
 LG0667* NAD 83(1986) POSITION- 40 39 18.     (N) 097 59 43.     (W)   SCALED
 LG0667* NAVD 88 ORTHO HEIGHT -   538.921 (meters)     1768.11  (feet) ADJUSTED
 LG0667  ______________________________________________________________________
 LG0667  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 LG0667  DYNAMIC HEIGHT  -        538.627 (meters)     1767.15  (feet) COMP
 LG0667  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 LG0667
 LG0667  VERT ORDER      -  SECOND    CLASS 0
 LG0667
 LG0667.The horizontal coordinates were scaled from a map and have
 LG0667.an estimated accuracy of +/- 6 seconds.
 LG0667
 LG0667.The orthometric height was determined by differential leveling and
 LG0667.adjusted by the NATIONAL GEODETIC SURVEY
 LG0667.in June 1991.
 LG0667
 LG0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0667.GEOID18 height accuracy estimate available here.
 LG0667
 LG0667.Click photographs - Photos may exist for this station.
 LG0667
 LG0667.The dynamic height is computed by dividing the NAVD 88
 LG0667.geopotential number by the normal gravity value computed on the
 LG0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0667.degrees latitude (g = 980.6199 gals.).
 LG0667
 LG0667.The modeled gravity was interpolated from observed gravity values.
 LG0667
 LG0667;                    North         East    Units  Estimated Accuracy
 LG0667;SPC NE       -    93,190.      669,490.      MT  (+/- 180 meters Scaled)
 LG0667
 LG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL849009(NAD 83)
 LG0667
 LG0667                          SUPERSEDED SURVEY CONTROL
 LG0667
 LG0667  NGVD 29 (??/??/92)  538.707  (m)         1767.41   (f) ADJ UNCH    2 0
 LG0667
 LG0667.Superseded values are not recommended for survey control.
 LG0667
 LG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0667.See file dsdata.pdf to determine how the superseded data were derived.
 LG0667
 LG0667_MARKER: DB = BENCH MARK DISK
 LG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0667_STAMPING: Z 134 1935
 LG0667_MARK LOGO: CGS
 LG0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0667+STABILITY: SURFACE MOTION
 LG0667
 LG0667  HISTORY     - Date     Condition        Report By
 LG0667  HISTORY     - 1935     MONUMENTED       CGS
 LG0667  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0667
 LG0667                          STATION DESCRIPTION
 LG0667
 LG0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0667'2 MI S FROM ELDORADO.
 LG0667'2.0 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 LG0667'AT ELDORADO, CLAY COUNTY, 0.1 MILE WEST OF A FARMHOUSE, AT A
 LG0667'COUNTY-ROAD INTERSECTION, 36 FEET EAST OF THE CENTER LINE
 LG0667'OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LG0667'AND 3 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 LG0667'Z 134 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0667
 LG0667                          STATION RECOVERY (1967)
 LG0667
 LG0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0667'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1527 ***********************************************************************
 MK1527  DESIGNATION -  Z 135
 MK1527  PID         -  MK1527
 MK1527  STATE/COUNTY-  NE/POLK
 MK1527  COUNTRY     -  US
 MK1527  USGS QUAD   -  DURANT (2017)
 MK1527
 MK1527                         *CURRENT SURVEY CONTROL
 MK1527  ______________________________________________________________________
 MK1527* NAD 83(1986) POSITION- 41 05 15.     (N) 097 41 15.     (W)   SCALED
 MK1527* NAVD 88 ORTHO HEIGHT -   517.759 (meters)     1698.68  (feet) ADJUSTED
 MK1527  ______________________________________________________________________
 MK1527  GEOID HEIGHT    -        -25.772 (meters)                     GEOID18
 MK1527  DYNAMIC HEIGHT  -        517.498 (meters)     1697.82  (feet) COMP
 MK1527  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 MK1527
 MK1527  VERT ORDER      -  SECOND    CLASS 0
 MK1527
 MK1527.The horizontal coordinates were scaled from a map and have
 MK1527.an estimated accuracy of +/- 6 seconds.
 MK1527
 MK1527.The orthometric height was determined by differential leveling and
 MK1527.adjusted by the NATIONAL GEODETIC SURVEY
 MK1527.in June 1991.
 MK1527
 MK1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1527.GEOID18 height accuracy estimate available here.
 MK1527
 MK1527.Click photographs - Photos may exist for this station.
 MK1527
 MK1527.The dynamic height is computed by dividing the NAVD 88
 MK1527.geopotential number by the normal gravity value computed on the
 MK1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1527.degrees latitude (g = 980.6199 gals.).
 MK1527
 MK1527.The modeled gravity was interpolated from observed gravity values.
 MK1527
 MK1527;                    North         East    Units  Estimated Accuracy
 MK1527;SPC NE       -   141,840.      694,220.      MT  (+/- 180 meters Scaled)
 MK1527
 MK1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL102493(NAD 83)
 MK1527
 MK1527                          SUPERSEDED SURVEY CONTROL
 MK1527
 MK1527  NGVD 29 (??/??/92)  517.549  (m)         1697.99   (f) ADJ UNCH    2 0
 MK1527
 MK1527.Superseded values are not recommended for survey control.
 MK1527
 MK1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1527.See file dsdata.pdf to determine how the superseded data were derived.
 MK1527
 MK1527_MARKER: DB = BENCH MARK DISK
 MK1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1527_STAMPING: Z 135 1935
 MK1527_MARK LOGO: CGS
 MK1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1527+STABILITY: SURFACE MOTION
 MK1527
 MK1527  HISTORY     - Date     Condition        Report By
 MK1527  HISTORY     - 1935     MONUMENTED       CGS
 MK1527  HISTORY     - 1950     GOOD             CGS
 MK1527
 MK1527                          STATION DESCRIPTION
 MK1527
 MK1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1527'5.1 MI E FROM POLK.
 MK1527'5.1 MILES EAST OF U.P. RR. DEPOT.  ALONG THE UNION PACIFIC
 MK1527'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 68.5 FEET NORTH OF
 MK1527'THE NORTH RAIL OF THE MAIN TRACK, 7.0 FEET WEST OF MILE POST NO.
 MK1527'58, 4.0 FEET SOUTH OF SNOW FENCE.
 MK1527
 MK1527                          STATION RECOVERY (1950)
 MK1527
 MK1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MK1527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1297 ***********************************************************************
 MK1297  DESIGNATION -  Z 136
 MK1297  PID         -  MK1297
 MK1297  STATE/COUNTY-  NE/BUTLER
 MK1297  COUNTRY     -  US
 MK1297  USGS QUAD   -  GARRISON (2017)
 MK1297
 MK1297                         *CURRENT SURVEY CONTROL
 MK1297  ______________________________________________________________________
 MK1297* NAD 83(1986) POSITION- 41 14 06.     (N) 097 10 13.     (W)   SCALED
 MK1297* NAVD 88 ORTHO HEIGHT -   488.653 (meters)     1603.19  (feet) ADJUSTED
 MK1297  ______________________________________________________________________
 MK1297  GEOID HEIGHT    -        -25.920 (meters)                     GEOID18
 MK1297  DYNAMIC HEIGHT  -        488.426 (meters)     1602.44  (feet) COMP
 MK1297  MODELED GRAVITY -    980,142.3   (mgal)                       NAVD 88
 MK1297
 MK1297  VERT ORDER      -  SECOND    CLASS 0
 MK1297
 MK1297.The horizontal coordinates were scaled from a map and have
 MK1297.an estimated accuracy of +/- 6 seconds.
 MK1297
 MK1297.The orthometric height was determined by differential leveling and
 MK1297.adjusted by the NATIONAL GEODETIC SURVEY
 MK1297.in June 1991.
 MK1297
 MK1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1297.GEOID18 height accuracy estimate available here.
 MK1297
 MK1297.Click photographs - Photos may exist for this station.
 MK1297
 MK1297.The dynamic height is computed by dividing the NAVD 88
 MK1297.geopotential number by the normal gravity value computed on the
 MK1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1297.degrees latitude (g = 980.6199 gals.).
 MK1297
 MK1297.The modeled gravity was interpolated from observed gravity values.
 MK1297
 MK1297;                    North         East    Units  Estimated Accuracy
 MK1297;SPC NE       -   159,500.      737,110.      MT  (+/- 180 meters Scaled)
 MK1297
 MK1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL533664(NAD 83)
 MK1297
 MK1297                          SUPERSEDED SURVEY CONTROL
 MK1297
 MK1297  NGVD 29 (??/??/92)  488.480  (m)         1602.62   (f) ADJ UNCH    2 0
 MK1297
 MK1297.Superseded values are not recommended for survey control.
 MK1297
 MK1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1297.See file dsdata.pdf to determine how the superseded data were derived.
 MK1297
 MK1297_MARKER: DB = BENCH MARK DISK
 MK1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1297_STAMPING: Z 136 1935
 MK1297_MARK LOGO: CGS
 MK1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1297+STABILITY: SURFACE MOTION
 MK1297
 MK1297  HISTORY     - Date     Condition        Report By
 MK1297  HISTORY     - 1935     MONUMENTED       CGS
 MK1297
 MK1297                          STATION DESCRIPTION
 MK1297
 MK1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1297'2.6 MI SW FROM DAVID CITY.
 MK1297'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID
 MK1297'CITY AND YORK, 87.6 FEET SOUTHWEST OF THE CENTER OF CROSSING, 50.5
 MK1297'FEET WEST OF THE WEST RAIL, 31.3 FEET SOUTH OF THE CENTER LINE
 MK1297'OF DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0710 ***********************************************************************
 LG0710  DESIGNATION -  Z 137
 LG0710  PID         -  LG0710
 LG0710  STATE/COUNTY-  NE/YORK
 LG0710  COUNTRY     -  US
 LG0710  USGS QUAD   -  BRADSHAW (2017)
 LG0710
 LG0710                         *CURRENT SURVEY CONTROL
 LG0710  ______________________________________________________________________
 LG0710* NAD 83(1986) POSITION- 40 52 55.     (N) 097 42 42.     (W)   SCALED
 LG0710* NAVD 88 ORTHO HEIGHT -   518.601 (meters)     1701.44  (feet) ADJUSTED
 LG0710  ______________________________________________________________________
 LG0710  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 LG0710  DYNAMIC HEIGHT  -        518.325 (meters)     1700.54  (feet) COMP
 LG0710  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 LG0710
 LG0710  VERT ORDER      -  SECOND    CLASS 0
 LG0710
 LG0710.The horizontal coordinates were scaled from a map and have
 LG0710.an estimated accuracy of +/- 6 seconds.
 LG0710
 LG0710.The orthometric height was determined by differential leveling and
 LG0710.adjusted by the NATIONAL GEODETIC SURVEY
 LG0710.in June 1991.
 LG0710
 LG0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0710.GEOID18 height accuracy estimate available here.
 LG0710
 LG0710.Click photographs - Photos may exist for this station.
 LG0710
 LG0710.The dynamic height is computed by dividing the NAVD 88
 LG0710.geopotential number by the normal gravity value computed on the
 LG0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0710.degrees latitude (g = 980.6199 gals.).
 LG0710
 LG0710.The modeled gravity was interpolated from observed gravity values.
 LG0710
 LG0710;                    North         East    Units  Estimated Accuracy
 LG0710;SPC NE       -   118,980.      692,800.      MT  (+/- 180 meters Scaled)
 LG0710
 LG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL085264(NAD 83)
 LG0710
 LG0710                          SUPERSEDED SURVEY CONTROL
 LG0710
 LG0710  NGVD 29 (??/??/92)  518.386  (m)         1700.74   (f) ADJ UNCH    2 0
 LG0710
 LG0710.Superseded values are not recommended for survey control.
 LG0710
 LG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0710.See file dsdata.pdf to determine how the superseded data were derived.
 LG0710
 LG0710_MARKER: DB = BENCH MARK DISK
 LG0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0710_STAMPING: Z 137 1935
 LG0710_MARK LOGO: CGS
 LG0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0710+STABILITY: SURFACE MOTION
 LG0710
 LG0710  HISTORY     - Date     Condition        Report By
 LG0710  HISTORY     - 1935     MONUMENTED       CGS
 LG0710
 LG0710                          STATION DESCRIPTION
 LG0710
 LG0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0710'6.8 MI W FROM YORK.
 LG0710'6.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0710'FROM THE HIGH SCHOOL AT YORK, YORK COUNTY, 22 RAILS WEST
 LG0710'OF MILEPOST 62, AT A ROAD CROSSING, 52.5 FEET EAST OF THE
 LG0710'CENTER LINE OF THE DIRT ROAD, AND 43.3 FEET NORTH OF THE NORTH
 LG0710'RAIL.  A STANDARD DISK, STAMPED Z 137 1935 AND SET IN THE
 LG0710'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0069 ***********************************************************************
 LH0069  DESIGNATION -  Z 138
 LH0069  PID         -  LH0069
 LH0069  STATE/COUNTY-  NE/MERRICK
 LH0069  COUNTRY     -  US
 LH0069  USGS QUAD   -  PHILLIPS (2017)
 LH0069
 LH0069                         *CURRENT SURVEY CONTROL
 LH0069  ______________________________________________________________________
 LH0069* NAD 83(1986) POSITION- 40 59 16.     (N) 098 12 53.     (W)   SCALED
 LH0069* NAVD 88 ORTHO HEIGHT -   547.032 (meters)     1794.72  (feet) ADJUSTED
 LH0069  ______________________________________________________________________
 LH0069  GEOID HEIGHT    -        -25.225 (meters)                     GEOID18
 LH0069  DYNAMIC HEIGHT  -        546.748 (meters)     1793.79  (feet) COMP
 LH0069  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 LH0069
 LH0069  VERT ORDER      -  SECOND    CLASS 0
 LH0069
 LH0069.The horizontal coordinates were scaled from a map and have
 LH0069.an estimated accuracy of +/- 6 seconds.
 LH0069
 LH0069.The orthometric height was determined by differential leveling and
 LH0069.adjusted by the NATIONAL GEODETIC SURVEY
 LH0069.in June 1991.
 LH0069
 LH0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0069.GEOID18 height accuracy estimate available here.
 LH0069
 LH0069.Click photographs - Photos may exist for this station.
 LH0069
 LH0069.The dynamic height is computed by dividing the NAVD 88
 LH0069.geopotential number by the normal gravity value computed on the
 LH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0069.degrees latitude (g = 980.6199 gals.).
 LH0069
 LH0069.The modeled gravity was interpolated from observed gravity values.
 LH0069
 LH0069;                    North         East    Units  Estimated Accuracy
 LH0069;SPC NE       -   129,730.      650,180.      MT  (+/- 180 meters Scaled)
 LH0069
 LH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL660376(NAD 83)
 LH0069
 LH0069                          SUPERSEDED SURVEY CONTROL
 LH0069
 LH0069  NGVD 29 (??/??/92)  546.794  (m)         1793.94   (f) ADJ UNCH    2 0
 LH0069
 LH0069.Superseded values are not recommended for survey control.
 LH0069
 LH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0069.See file dsdata.pdf to determine how the superseded data were derived.
 LH0069
 LH0069_MARKER: DB = BENCH MARK DISK
 LH0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0069_STAMPING: Z 138 1935
 LH0069_MARK LOGO: CGS
 LH0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0069+STABILITY: SURFACE MOTION
 LH0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0069+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1988
 LH0069
 LH0069  HISTORY     - Date     Condition        Report By
 LH0069  HISTORY     - 1935     MONUMENTED       CGS
 LH0069  HISTORY     - 1962     MARK NOT FOUND   CGS
 LH0069  HISTORY     - 19880609 MARK NOT FOUND   NGS
 LH0069
 LH0069                          STATION DESCRIPTION
 LH0069
 LH0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0069'4 MI SW FROM CHAPMAN.
 LH0069'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0069'STATION AT CHAPMAN, MERRICK COUNTY, 52.6 FEET NORTHEAST OF
 LH0069'MILEPOST 139, 42 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 LH0069'HIGHWAY 30, AND 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A
 LH0069'STANDARD DISK, STAMPED Z 138 1935 AND SET IN THE TOP OF A
 LH0069'CONCRETE POST.
 LH0069
 LH0069                          STATION RECOVERY (1962)
 LH0069
 LH0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LH0069'MARK NOT FOUND.
 LH0069
 LH0069                          STATION RECOVERY (1988)
 LH0069
 LH0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LH0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0590 ***********************************************************************
 NM0590  DESIGNATION -  Z 139
 NM0590  PID         -  NM0590
 NM0590  STATE/COUNTY-  NE/THURSTON
 NM0590  COUNTRY     -  US
 NM0590  USGS QUAD   -  PENDER (2017)
 NM0590
 NM0590                         *CURRENT SURVEY CONTROL
 NM0590  ______________________________________________________________________
 NM0590* NAD 83(1986) POSITION- 42 05 26.     (N) 096 40 36.     (W)   SCALED
 NM0590* NAVD 88 ORTHO HEIGHT -   400.594 (meters)     1314.28  (feet) ADJUSTED
 NM0590  ______________________________________________________________________
 NM0590  GEOID HEIGHT    -        -25.431 (meters)                     GEOID18
 NM0590  DYNAMIC HEIGHT  -        400.452 (meters)     1313.82  (feet) COMP
 NM0590  MODELED GRAVITY -    980,253.3   (mgal)                       NAVD 88
 NM0590
 NM0590  VERT ORDER      -  SECOND    CLASS 0
 NM0590
 NM0590.The horizontal coordinates were scaled from a map and have
 NM0590.an estimated accuracy of +/- 6 seconds.
 NM0590
 NM0590.The orthometric height was determined by differential leveling and
 NM0590.adjusted by the NATIONAL GEODETIC SURVEY
 NM0590.in June 1991.
 NM0590
 NM0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0590.GEOID18 height accuracy estimate available here.
 NM0590
 NM0590.Click photographs - Photos may exist for this station.
 NM0590
 NM0590.The dynamic height is computed by dividing the NAVD 88
 NM0590.geopotential number by the normal gravity value computed on the
 NM0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0590.degrees latitude (g = 980.6199 gals.).
 NM0590
 NM0590.The modeled gravity was interpolated from observed gravity values.
 NM0590
 NM0590;                    North         East    Units  Estimated Accuracy
 NM0590;SPC NE       -   255,900.      774,800.      MT  (+/- 180 meters Scaled)
 NM0590
 NM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM921624(NAD 83)
 NM0590
 NM0590                          SUPERSEDED SURVEY CONTROL
 NM0590
 NM0590  NGVD 29 (??/??/92)  400.442  (m)         1313.78   (f) ADJ UNCH    2 0
 NM0590
 NM0590.Superseded values are not recommended for survey control.
 NM0590
 NM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0590.See file dsdata.pdf to determine how the superseded data were derived.
 NM0590
 NM0590_MARKER: DB = BENCH MARK DISK
 NM0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0590_STAMPING: Z 139 1935
 NM0590_MARK LOGO: CGS
 NM0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0590+STABILITY: SURFACE MOTION
 NM0590
 NM0590  HISTORY     - Date     Condition        Report By
 NM0590  HISTORY     - 1935     MONUMENTED       CGS
 NM0590  HISTORY     - 1947     MARK NOT FOUND   CGS
 NM0590
 NM0590                          STATION DESCRIPTION
 NM0590
 NM0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0590'2.2 MI SE FROM PENDER.
 NM0590'2.2 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNESOTA AND
 NM0590'OMAHA RAILWAY FROM THE STATION AT PENDER, THURSTON COUNTY,
 NM0590'0.3 MILE NORTHWEST OF MILEPOST 44, 52.5 FEET SOUTHWEST OF THE
 NM0590'CENTERLINE OF STATE HIGHWAY 16, AND 43 FEET NORTHEAST OF THE
 NM0590'NORTHEAST RAIL OF THE TRACK.  A STANDARD DISK, STAMPED Z 139
 NM0590'1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0651 ***********************************************************************
 LG0651  DESIGNATION -  Z 14
 LG0651  PID         -  LG0651
 LG0651  STATE/COUNTY-  NE/CLAY
 LG0651  COUNTRY     -  US
 LG0651  USGS QUAD   -  SUTTON (2017)
 LG0651
 LG0651                         *CURRENT SURVEY CONTROL
 LG0651  ______________________________________________________________________
 LG0651* NAD 83(1986) POSITION- 40 37 11.     (N) 097 50 37.     (W)   SCALED
 LG0651* NAVD 88 ORTHO HEIGHT -   518.625 (meters)     1701.52  (feet) ADJUSTED
 LG0651  ______________________________________________________________________
 LG0651  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 LG0651  DYNAMIC HEIGHT  -        518.341 (meters)     1700.59  (feet) COMP
 LG0651  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 LG0651
 LG0651  VERT ORDER      -  FIRST     CLASS II
 LG0651
 LG0651.The horizontal coordinates were scaled from a map and have
 LG0651.an estimated accuracy of +/- 6 seconds.
 LG0651
 LG0651.The orthometric height was determined by differential leveling and
 LG0651.adjusted by the NATIONAL GEODETIC SURVEY
 LG0651.in June 1991.
 LG0651
 LG0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0651.GEOID18 height accuracy estimate available here.
 LG0651
 LG0651.Click photographs - Photos may exist for this station.
 LG0651
 LG0651.The dynamic height is computed by dividing the NAVD 88
 LG0651.geopotential number by the normal gravity value computed on the
 LG0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0651.degrees latitude (g = 980.6199 gals.).
 LG0651
 LG0651.The modeled gravity was interpolated from observed gravity values.
 LG0651
 LG0651;                    North         East    Units  Estimated Accuracy
 LG0651;SPC NE       -    89,590.      682,410.      MT  (+/- 180 meters Scaled)
 LG0651
 LG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK978971(NAD 83)
 LG0651
 LG0651                          SUPERSEDED SURVEY CONTROL
 LG0651
 LG0651  NGVD 29 (??/??/92)  518.429  (m)         1700.88   (f) ADJ UNCH    1 2
 LG0651
 LG0651.Superseded values are not recommended for survey control.
 LG0651
 LG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0651.See file dsdata.pdf to determine how the superseded data were derived.
 LG0651
 LG0651_MARKER: DB = BENCH MARK DISK
 LG0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0651_STAMPING: 1700.863 Z 14 1933
 LG0651_MARK LOGO: CGS
 LG0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0651+STABILITY: SURFACE MOTION
 LG0651
 LG0651  HISTORY     - Date     Condition        Report By
 LG0651  HISTORY     - 1933     MONUMENTED       CGS
 LG0651  HISTORY     - 1934     GOOD             CGS
 LG0651  HISTORY     - 1969     MARK NOT FOUND   CGS
 LG0651
 LG0651                          STATION DESCRIPTION
 LG0651
 LG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0651'1.5 MI NE FROM SUTTON.
 LG0651'IN FILLMORE COUNTY, 1.5 MILES NORTHEAST ALONG THE CHICAGO,
 LG0651'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT SUTTON,
 LG0651'CLAY COUNTY, 1/2 MILE WEST OF MILEPOST 126, AT A ROAD CROSSING,
 LG0651'97.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 25 FEET EAST
 LG0651'OF THE CENTERLINE OF THE ROAD, 11 FEET EAST OF A FENCE CORNER,
 LG0651'AND AT THE FENCE.  A STANDARD DISK, STAMPED 1700.863 Z 14 1933
 LG0651'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LG0651'ABOVE GROUND.
 LG0651
 LG0651                          STATION RECOVERY (1969)
 LG0651
 LG0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LG0651'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0746 ***********************************************************************
 NM0746  DESIGNATION -  Z 140
 NM0746  PID         -  NM0746
 NM0746  STATE/COUNTY-  NE/CUMING
 NM0746  COUNTRY     -  US
 NM0746  USGS QUAD   -  ALTONA (2017)
 NM0746
 NM0746                         *CURRENT SURVEY CONTROL
 NM0746  ______________________________________________________________________
 NM0746* NAD 83(1986) POSITION- 42 00 29.     (N) 096 58 58.     (W)   SCALED
 NM0746* NAVD 88 ORTHO HEIGHT -   423.318 (meters)     1388.84  (feet) ADJUSTED
 NM0746  ______________________________________________________________________
 NM0746  GEOID HEIGHT    -        -24.940 (meters)                     GEOID18
 NM0746  DYNAMIC HEIGHT  -        423.164 (meters)     1388.33  (feet) COMP
 NM0746  MODELED GRAVITY -    980,245.8   (mgal)                       NAVD 88
 NM0746
 NM0746  VERT ORDER      -  SECOND    CLASS 0
 NM0746
 NM0746.The horizontal coordinates were scaled from a map and have
 NM0746.an estimated accuracy of +/- 6 seconds.
 NM0746
 NM0746.The orthometric height was determined by differential leveling and
 NM0746.adjusted by the NATIONAL GEODETIC SURVEY
 NM0746.in June 1991.
 NM0746
 NM0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0746.GEOID18 height accuracy estimate available here.
 NM0746
 NM0746.Click photographs - Photos may exist for this station.
 NM0746
 NM0746.The dynamic height is computed by dividing the NAVD 88
 NM0746.geopotential number by the normal gravity value computed on the
 NM0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0746.degrees latitude (g = 980.6199 gals.).
 NM0746
 NM0746.The modeled gravity was interpolated from observed gravity values.
 NM0746
 NM0746;                    North         East    Units  Estimated Accuracy
 NM0746;SPC NE       -   245,810.      749,820.      MT  (+/- 180 meters Scaled)
 NM0746
 NM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM670526(NAD 83)
 NM0746
 NM0746                          SUPERSEDED SURVEY CONTROL
 NM0746
 NM0746  NGVD 29 (??/??/92)  423.160  (m)         1388.32   (f) ADJ UNCH    2 0
 NM0746
 NM0746.Superseded values are not recommended for survey control.
 NM0746
 NM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0746.See file dsdata.pdf to determine how the superseded data were derived.
 NM0746
 NM0746_MARKER: DB = BENCH MARK DISK
 NM0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0746_STAMPING: Z 140 1935
 NM0746_MARK LOGO: CGS
 NM0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0746+STABILITY: SURFACE MOTION
 NM0746
 NM0746  HISTORY     - Date     Condition        Report By
 NM0746  HISTORY     - 1935     MONUMENTED       CGS
 NM0746  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0746
 NM0746                          STATION DESCRIPTION
 NM0746
 NM0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0746'4 MI W FROM WISNER.
 NM0746'4.0 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 NM0746'RAILROAD BETWEEN WEST POINT AND PILGER, 96.0 FEET WEST OF MILE
 NM0746'POST NO. 56, 47.0 FEET SOUTH OF THE SOUTH RAIL, 36.5 FEET NORTH
 NM0746'OF THE CENTER LINE OF STATE HIGHWAY NO. 8.
 NM0746
 NM0746                          STATION RECOVERY (1962)
 NM0746
 NM0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0746'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0543 ***********************************************************************
 LH0543  DESIGNATION -  Z 15
 LH0543  PID         -  LH0543
 LH0543  STATE/COUNTY-  NE/BUFFALO
 LH0543  COUNTRY     -  US
 LH0543  USGS QUAD   -  MILLER SW (2017)
 LH0543
 LH0543                         *CURRENT SURVEY CONTROL
 LH0543  ______________________________________________________________________
 LH0543* NAD 83(1986) POSITION- 40 48 52.     (N) 099 24 09.     (W)   SCALED
 LH0543* NAVD 88 ORTHO HEIGHT -   748.934 (meters)     2457.13  (feet) ADJUSTED
 LH0543  ______________________________________________________________________
 LH0543  GEOID HEIGHT    -        -24.079 (meters)                     GEOID18
 LH0543  DYNAMIC HEIGHT  -        748.502 (meters)     2455.71  (feet) COMP
 LH0543  MODELED GRAVITY -    980,023.4   (mgal)                       NAVD 88
 LH0543
 LH0543  VERT ORDER      -  FIRST     CLASS II
 LH0543
 LH0543.The horizontal coordinates were scaled from a map and have
 LH0543.an estimated accuracy of +/- 6 seconds.
 LH0543
 LH0543.The orthometric height was determined by differential leveling and
 LH0543.adjusted by the NATIONAL GEODETIC SURVEY
 LH0543.in June 1991.
 LH0543
 LH0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0543.GEOID18 height accuracy estimate available here.
 LH0543
 LH0543.Click photographs - Photos may exist for this station.
 LH0543
 LH0543.The dynamic height is computed by dividing the NAVD 88
 LH0543.geopotential number by the normal gravity value computed on the
 LH0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0543.degrees latitude (g = 980.6199 gals.).
 LH0543
 LH0543.The modeled gravity was interpolated from observed gravity values.
 LH0543
 LH0543;                    North         East    Units  Estimated Accuracy
 LH0543;SPC NE       -   109,110.      550,400.      MT  (+/- 180 meters Scaled)
 LH0543
 LH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML660182(NAD 83)
 LH0543
 LH0543                          SUPERSEDED SURVEY CONTROL
 LH0543
 LH0543  NGVD 29 (??/??/92)  748.670  (m)         2456.26   (f) ADJ UNCH    1 2
 LH0543
 LH0543.Superseded values are not recommended for survey control.
 LH0543
 LH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0543.See file dsdata.pdf to determine how the superseded data were derived.
 LH0543
 LH0543_MARKER: DB = BENCH MARK DISK
 LH0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0543_STAMPING: 2456.261 Z 15 1933
 LH0543_MARK LOGO: CGS
 LH0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0543+STABILITY: SURFACE MOTION
 LH0543
 LH0543  HISTORY     - Date     Condition        Report By
 LH0543  HISTORY     - 1933     MONUMENTED       CGS
 LH0543  HISTORY     - 1967     GOOD             CGS
 LH0543
 LH0543                          STATION DESCRIPTION
 LH0543
 LH0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LH0543'7.8 MI NW FROM ELM CREEK.
 LH0543'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 183 IN
 LH0543'ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO A CROSSROAD.
 LH0543'TURN RIGHT AND GO NORTH ON OLD U.S. HIGHWAY 183 FOR 7.05
 LH0543'MILES TO A CROSSROAD AND SCHOOLHOUSE AND THE MARK ON THE RIGHT
 LH0543'AT THE SOUTHWEST CORNER OF SCHOOLYARD.  ALL OLD TIES REMAIN
 LH0543'THE SAME.  ABOUT 7-3/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM
 LH0543'ELM CREEK, BUFFALO COUNTY, ABOUT 70 YARDS SOUTH OF A CROSS ROAD,
 LH0543'AT DISTRICT SCHOOL 83, IN THE SOUTHWEST CORNER OF THE YARD,
 LH0543'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET
 LH0543'EAST OF A FENCE CORNER, AND 2 FEET NORTH OF THE FENCE.  A
 LH0543'STANDARD DISK, STAMPED 2456.261 Z 15 1933 AND SET IN THE TOP
 LH0543'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0206 ***********************************************************************
 LJ0206  DESIGNATION -  Z 158
 LJ0206  PID         -  LJ0206
 LJ0206  STATE/COUNTY-  NE/HAYES
 LJ0206  COUNTRY     -  US
 LJ0206  USGS QUAD   -  HAMLET (2017)
 LJ0206
 LJ0206                         *CURRENT SURVEY CONTROL
 LJ0206  ______________________________________________________________________
 LJ0206* NAD 83(1986) POSITION- 40 23 00.     (N) 101 14 05.     (W)   SCALED
 LJ0206* NAVD 88 ORTHO HEIGHT -   863.732 (meters)     2833.76  (feet) ADJUSTED
 LJ0206  ______________________________________________________________________
 LJ0206  GEOID HEIGHT    -        -22.915 (meters)                     GEOID18
 LJ0206  DYNAMIC HEIGHT  -        863.158 (meters)     2831.88  (feet) COMP
 LJ0206  MODELED GRAVITY -    979,931.0   (mgal)                       NAVD 88
 LJ0206
 LJ0206  VERT ORDER      -  SECOND    CLASS 0
 LJ0206
 LJ0206.The horizontal coordinates were scaled from a map and have
 LJ0206.an estimated accuracy of +/- 6 seconds.
 LJ0206
 LJ0206.The orthometric height was determined by differential leveling and
 LJ0206.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0206.in June 1991.
 LJ0206
 LJ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0206.GEOID18 height accuracy estimate available here.
 LJ0206
 LJ0206.Click photographs - Photos may exist for this station.
 LJ0206
 LJ0206.The dynamic height is computed by dividing the NAVD 88
 LJ0206.geopotential number by the normal gravity value computed on the
 LJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0206.degrees latitude (g = 980.6199 gals.).
 LJ0206
 LJ0206.The modeled gravity was interpolated from observed gravity values.
 LJ0206
 LJ0206;                    North         East    Units  Estimated Accuracy
 LJ0206;SPC NE       -    61,820.      395,170.      MT  (+/- 180 meters Scaled)
 LJ0206
 LJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK103727(NAD 83)
 LJ0206
 LJ0206                          SUPERSEDED SURVEY CONTROL
 LJ0206
 LJ0206  NGVD 29 (??/??/92)  863.392  (m)         2832.65   (f) ADJ UNCH    2 0
 LJ0206
 LJ0206.Superseded values are not recommended for survey control.
 LJ0206
 LJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0206.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0206
 LJ0206_MARKER: DB = BENCH MARK DISK
 LJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0206_STAMPING: Z 158 1934
 LJ0206_MARK LOGO: CGS
 LJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0206+STABILITY: SURFACE MOTION
 LJ0206
 LJ0206  HISTORY     - Date     Condition        Report By
 LJ0206  HISTORY     - 1934     MONUMENTED       CGS
 LJ0206  HISTORY     - 1941     GOOD             CGS
 LJ0206
 LJ0206                          STATION DESCRIPTION
 LJ0206
 LJ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0206'AT HAMLET.
 LJ0206'AT HAMLET, 100 YARDS EAST OF CHICAGO, BURLINGTON AND QUINCY
 LJ0206'RAILROAD STATION.  BETWEEN U.S. HIGHWAY 6 AND TRACKS.  36 FEET
 LJ0206'NORTH CENTER LINE OF U.S. HIGHWAY 6, AND 39 FEET SOUTH OF CENTER
 LJ0206'LINE OF TRACKS.  100 FEET EAST OF CROSSING.
 LJ0206
 LJ0206                          STATION RECOVERY (1941)
 LJ0206
 LJ0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LJ0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0170 ***********************************************************************
 LJ0170  DESIGNATION -  Z 159
 LJ0170  PID         -  LJ0170
 LJ0170  STATE/COUNTY-  NE/HAYES
 LJ0170  COUNTRY     -  US
 LJ0170  USGS QUAD   -  HAYES CENTER (2017)
 LJ0170
 LJ0170                         *CURRENT SURVEY CONTROL
 LJ0170  ______________________________________________________________________
 LJ0170* NAD 83(1986) POSITION- 40 30 39.     (N) 101 01 27.     (W)   SCALED
 LJ0170* NAVD 88 ORTHO HEIGHT -   928.809 (meters)     3047.27  (feet) ADJUSTED
 LJ0170  ______________________________________________________________________
 LJ0170  GEOID HEIGHT    -        -22.976 (meters)                     GEOID18
 LJ0170  DYNAMIC HEIGHT  -        928.185 (meters)     3045.22  (feet) COMP
 LJ0170  MODELED GRAVITY -    979,921.6   (mgal)                       NAVD 88
 LJ0170
 LJ0170  VERT ORDER      -  SECOND    CLASS 0
 LJ0170
 LJ0170.The horizontal coordinates were scaled from a map and have
 LJ0170.an estimated accuracy of +/- 6 seconds.
 LJ0170
 LJ0170.The orthometric height was determined by differential leveling and
 LJ0170.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0170.in June 1991.
 LJ0170
 LJ0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0170.GEOID18 height accuracy estimate available here.
 LJ0170
 LJ0170.Click photographs - Photos may exist for this station.
 LJ0170
 LJ0170.The dynamic height is computed by dividing the NAVD 88
 LJ0170.geopotential number by the normal gravity value computed on the
 LJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0170.degrees latitude (g = 980.6199 gals.).
 LJ0170
 LJ0170.The modeled gravity was interpolated from observed gravity values.
 LJ0170
 LJ0170;                    North         East    Units  Estimated Accuracy
 LJ0170;SPC NE       -    75,740.      413,220.      MT  (+/- 180 meters Scaled)
 LJ0170
 LJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK285864(NAD 83)
 LJ0170
 LJ0170                          SUPERSEDED SURVEY CONTROL
 LJ0170
 LJ0170  NGVD 29 (??/??/92)  928.438  (m)         3046.05   (f) ADJ UNCH    2 0
 LJ0170
 LJ0170.Superseded values are not recommended for survey control.
 LJ0170
 LJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0170.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0170
 LJ0170_MARKER: DB = BENCH MARK DISK
 LJ0170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0170_SP_SET: CULVERT HEADWALL
 LJ0170_STAMPING: Z 159 1934
 LJ0170_MARK LOGO: CGS
 LJ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0170+STABILITY: SURFACE MOTION
 LJ0170
 LJ0170  HISTORY     - Date     Condition        Report By
 LJ0170  HISTORY     - 1934     MONUMENTED       CGS
 LJ0170  HISTORY     - 1938     GOOD             CGS
 LJ0170
 LJ0170                          STATION DESCRIPTION
 LJ0170
 LJ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0170'IN HAYES CENTER.
 LJ0170'ALONG STATE HWY. 17, AT THE WEST SIDE OF TOWN, 150 FEET EAST OF
 LJ0170'ENTERING TOWN SIGN AT A T-ROAD TO THE NORTH, 15 FEET NORTH OF
 LJ0170'CENTERLINE OF HWY. 17.  A STANDARD DISK SET IN TOP THE EAST
 LJ0170'HEADWALL OF CULVERT UNDER T-ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0330 ***********************************************************************
 LJ0330  DESIGNATION -  Z 159 RESET
 LJ0330  PID         -  LJ0330
 LJ0330  STATE/COUNTY-  NE/HAYES
 LJ0330  COUNTRY     -  US
 LJ0330  USGS QUAD   -  HAYES CENTER (2017)
 LJ0330
 LJ0330                         *CURRENT SURVEY CONTROL
 LJ0330  ______________________________________________________________________
 LJ0330* NAD 83(1986) POSITION- 40 30 39.     (N) 101 01 27.     (W)   SCALED
 LJ0330* NAVD 88 ORTHO HEIGHT -   928.26  (+/-2cm)     3045.5   (feet) VERTCON
 LJ0330  ______________________________________________________________________
 LJ0330  GEOID HEIGHT    -        -22.976 (meters)                     GEOID18
 LJ0330  VERT ORDER      -  THIRD (See Below)
 LJ0330
 LJ0330.The horizontal coordinates were scaled from a map and have
 LJ0330.an estimated accuracy of +/- 6 seconds.
 LJ0330
 LJ0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0330
 LJ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0330.GEOID18 height accuracy estimate available here.
 LJ0330
 LJ0330.The vertical order pertains to the NGVD 29 superseded value.
 LJ0330
 LJ0330.Click photographs - Photos may exist for this station.
 LJ0330
 LJ0330;                    North         East    Units  Estimated Accuracy
 LJ0330;SPC NE       -    75,740.      413,220.      MT  (+/- 180 meters Scaled)
 LJ0330
 LJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK285864(NAD 83)
 LJ0330
 LJ0330                          SUPERSEDED SURVEY CONTROL
 LJ0330
 LJ0330  NGVD 29 (01/31/13)  927.88   (m)         3044.2    (f) RESET       3  
 LJ0330
 LJ0330.Superseded values are not recommended for survey control.
 LJ0330
 LJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0330.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0330
 LJ0330_MARKER: DB = BENCH MARK DISK
 LJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0330_STAMPING: Z 159 RESET 1977
 LJ0330_PROJECTION: FLUSH
 LJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0330+STABILITY: SURFACE MOTION
 LJ0330
 LJ0330  HISTORY     - Date     Condition        Report By
 LJ0330  HISTORY     - 1977     MONUMENTED       NEDR
 LJ0330
 LJ0330                          STATION DESCRIPTION
 LJ0330
 LJ0330'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 LJ0330'IN HAYES CENTER.
 LJ0330'AT THE SOUTHWEST CORNER OF THE TOWN OF HAYES CENTER, AT THE 4-WAY
 LJ0330'INTERSECTION OF HIGHWAY NO 25, AND TROTH STREET, 90 FEET WEST OF
 LJ0330'NORTH-SOUTH HIGHWAY NO 25, 40 FEET SOUTH OF EAST-WEST STREET, 2
 LJ0330'FEET EAST OF THE NORTHEAST CORNER OF STATE MAINTENANCE YARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0670 ***********************************************************************
 ML0670  DESIGNATION -  Z 16
 ML0670  PID         -  ML0670
 ML0670  STATE/COUNTY-  NE/CUSTER
 ML0670  COUNTRY     -  US
 ML0670  USGS QUAD   -  WESTERVILLE (2017)
 ML0670
 ML0670                         *CURRENT SURVEY CONTROL
 ML0670  ______________________________________________________________________
 ML0670* NAD 83(1986) POSITION- 41 26 46.     (N) 099 23 10.     (W)   SCALED
 ML0670* NAVD 88 ORTHO HEIGHT -   727.096 (meters)     2385.48  (feet) ADJUSTED
 ML0670  ______________________________________________________________________
 ML0670  GEOID HEIGHT    -        -23.124 (meters)                     GEOID18
 ML0670  DYNAMIC HEIGHT  -        726.724 (meters)     2384.26  (feet) COMP
 ML0670  MODELED GRAVITY -    980,088.6   (mgal)                       NAVD 88
 ML0670
 ML0670  VERT ORDER      -  FIRST     CLASS II
 ML0670
 ML0670.The horizontal coordinates were scaled from a map and have
 ML0670.an estimated accuracy of +/- 6 seconds.
 ML0670
 ML0670.The orthometric height was determined by differential leveling and
 ML0670.adjusted by the NATIONAL GEODETIC SURVEY
 ML0670.in June 1991.
 ML0670
 ML0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0670.GEOID18 height accuracy estimate available here.
 ML0670
 ML0670.Click photographs - Photos may exist for this station.
 ML0670
 ML0670.The dynamic height is computed by dividing the NAVD 88
 ML0670.geopotential number by the normal gravity value computed on the
 ML0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0670.degrees latitude (g = 980.6199 gals.).
 ML0670
 ML0670.The modeled gravity was interpolated from observed gravity values.
 ML0670
 ML0670;                    North         East    Units  Estimated Accuracy
 ML0670;SPC NE       -   179,240.      551,280.      MT  (+/- 180 meters Scaled)
 ML0670
 ML0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677883(NAD 83)
 ML0670
 ML0670                          SUPERSEDED SURVEY CONTROL
 ML0670
 ML0670  NGVD 29 (??/??/92)  726.853  (m)         2384.68   (f) ADJ UNCH    1 2
 ML0670
 ML0670.Superseded values are not recommended for survey control.
 ML0670
 ML0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0670.See file dsdata.pdf to determine how the superseded data were derived.
 ML0670
 ML0670_MARKER: DB = BENCH MARK DISK
 ML0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0670_STAMPING: Z 16 1934
 ML0670_MARK LOGO: CGS
 ML0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0670+STABILITY: SURFACE MOTION
 ML0670
 ML0670  HISTORY     - Date     Condition        Report By
 ML0670  HISTORY     - 1933     MONUMENTED       CGS
 ML0670  HISTORY     - 1934     GOOD             LOCENG
 ML0670
 ML0670                          STATION DESCRIPTION
 ML0670
 ML0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0670'10.4 MI N FROM ANSLEY.
 ML0670'ON THE PROPERTY OF W.J. ALLEN, 35 FT. WEST OF CENTER OF HWY 83,
 ML0670'2 FT. WEST OF A FENCE, 12 FT. NORTH OF A ROW OF BOXELDERS AND
 ML0670'20 FT. N OF CENTER OF LANE LEADING TO THE LARGE WHITE HOUSE
 ML0670'BELONGING TO MR. ALLEN.  THE MARK IS ABOUT 80 FT. NORTH AND
 ML0670'699 FT. EAST OF THE HOUSE.
 ML0670
 ML0670                          STATION RECOVERY (1934)
 ML0670
 ML0670'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 ML0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0671 ***********************************************************************
 ML0671  DESIGNATION -  Z 16 RESET
 ML0671  PID         -  ML0671
 ML0671  STATE/COUNTY-  NE/CUSTER
 ML0671  COUNTRY     -  US
 ML0671  USGS QUAD   -  WESTERVILLE (2017)
 ML0671
 ML0671                         *CURRENT SURVEY CONTROL
 ML0671  ______________________________________________________________________
 ML0671* NAD 83(1986) POSITION- 41 26 46.01   (N) 099 23 11.31   (W)   HD_HELD1
 ML0671* NAVD 88 ORTHO HEIGHT -   726.99  (meters)     2385.1   (feet) RESET
 ML0671  ______________________________________________________________________
 ML0671  GEOID HEIGHT    -        -23.123 (meters)                     GEOID18
 ML0671  VERT ORDER      -  THIRD
 ML0671
 ML0671.The horizontal coordinates were determined by differentially corrected
 ML0671.hand held GPS observations or other comparable positioning techniques
 ML0671.and have an estimated accuracy of +/- 3 meters.
 ML0671
 ML0671.The orthometric height was computed from unverified reset data.
 ML0671
 ML0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0671.GEOID18 height accuracy estimate available here.
 ML0671
 ML0671.Click photographs - Photos may exist for this station.
 ML0671
 ML0671;                    North         East    Units  Estimated Accuracy
 ML0671;SPC NE       -   179,241.2     551,251.5     MT  (+/- 3 meters HH1 GPS) 
 ML0671
 ML0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6771688353(NAD 83)
 ML0671
 ML0671                          SUPERSEDED SURVEY CONTROL
 ML0671
 ML0671  NGVD 29 (??/??/??)  726.75   (m)         2384.3    (f) RESET       3  
 ML0671
 ML0671.Superseded values are not recommended for survey control.
 ML0671
 ML0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0671.See file dsdata.pdf to determine how the superseded data were derived.
 ML0671
 ML0671_MARKER: DB = BENCH MARK DISK
 ML0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0671_STAMPING: Z 16 RESET 1960
 ML0671_MARK LOGO: CGS
 ML0671_PROJECTION: FLUSH
 ML0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0671+STABILITY: SURFACE MOTION
 ML0671
 ML0671  HISTORY     - Date     Condition        Report By
 ML0671  HISTORY     - 1960     MONUMENTED       NEDR
 ML0671
 ML0671                          STATION DESCRIPTION
 ML0671
 ML0671'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0671'10.8 MI N FROM ANSLEY.
 ML0671'ABOUT 10-3/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM ANSLEY,
 ML0671'CUSTER COUNTY, ABOUT 600 FEET EAST OF A LARGE HOUSE OWNED BY
 ML0671'RICHARD J. HUBERT, 57 FEET NORTH FROM THE CENTER OF THE LANE
 ML0671'LEADING TO THE HOUSE, 50 FEET WEST OF THE CENTERLINE OF THE
 ML0671'HIGHWAY, 20 FEET SOUTH FROM A RIGHT-OF-WAY MARKER AND 24 FEET
 ML0671'SOUTHEAST FROM THE CORNER OF THE FENCE LINE.  SET IN THE TOP OF A
 ML0671'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0238 ***********************************************************************
 LJ0238  DESIGNATION -  Z 160 RESET
 LJ0238  PID         -  LJ0238
 LJ0238  STATE/COUNTY-  NE/CHASE
 LJ0238  COUNTRY     -  US
 LJ0238  USGS QUAD   -  OUGH (2017)
 LJ0238
 LJ0238                         *CURRENT SURVEY CONTROL
 LJ0238  ______________________________________________________________________
 LJ0238* NAD 83(1986) POSITION- 40 21 15.     (N) 101 31 58.     (W)   SCALED
 LJ0238* NAVD 88 ORTHO HEIGHT -  1024.38  (meters)     3360.8   (feet) RESET
 LJ0238  ______________________________________________________________________
 LJ0238  GEOID HEIGHT    -        -22.605 (meters)                     GEOID18
 LJ0238  VERT ORDER      -  THIRD
 LJ0238
 LJ0238.The horizontal coordinates were scaled from a map and have
 LJ0238.an estimated accuracy of +/- 6 seconds.
 LJ0238
 LJ0238.The orthometric height was computed from unverified reset data.
 LJ0238
 LJ0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0238.GEOID18 height accuracy estimate available here.
 LJ0238
 LJ0238.Click photographs - Photos may exist for this station.
 LJ0238
 LJ0238;                    North         East    Units  Estimated Accuracy
 LJ0238;SPC NE       -    58,980.      369,810.      MT  (+/- 180 meters Scaled)
 LJ0238
 LJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK849701(NAD 83)
 LJ0238
 LJ0238                          SUPERSEDED SURVEY CONTROL
 LJ0238
 LJ0238  NGVD 29 (??/??/??) 1023.99   (m)         3359.5    (f) RESET       3  
 LJ0238
 LJ0238.Superseded values are not recommended for survey control.
 LJ0238
 LJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0238.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0238
 LJ0238_MARKER: DB = BENCH MARK DISK
 LJ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0238_STAMPING: Z 160 RESET 1962
 LJ0238_MARK LOGO: CGS
 LJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0238+STABILITY: SURFACE MOTION
 LJ0238
 LJ0238  HISTORY     - Date     Condition        Report By
 LJ0238  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0238  HISTORY     - 1973     GOOD             USGS
 LJ0238
 LJ0238                          STATION DESCRIPTION
 LJ0238
 LJ0238'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0238'6.8 MI S FROM ENDERS.
 LJ0238'6.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0238'AND QUINCY RAILROAD STATION AT ENDERS, 1458 FEET NORTH OF THE
 LJ0238'CENTERLINE OF A CROSSROAD, WHICH IS THE COUNTY LINE BETWEEN
 LJ0238'DUNDY AND CHASE COUNTY, 250 FEET SOUTH OF A CONCRETE RIGHT OF
 LJ0238'WAY MARKER, AND 152 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0238'AND SET IN THE TOP OF A CONCRETE POST.
 LJ0238
 LJ0238                          STATION RECOVERY (1973)
 LJ0238
 LJ0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0238'DELETE STATEMENT, 250 FT SOUTH OF CONCRETE RIGHT OF WAY MARKER, AND
 LJ0238'ADD, TWO FT. NORTHEAST OF CONCRETE RIGHT OF WAY MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0185 ***********************************************************************
 LJ0185  DESIGNATION -  Z 162
 LJ0185  PID         -  LJ0185
 LJ0185  STATE/COUNTY-  NE/PERKINS
 LJ0185  COUNTRY     -  US
 LJ0185  USGS QUAD   -  GRAINTON (2017)
 LJ0185
 LJ0185                         *CURRENT SURVEY CONTROL
 LJ0185  ______________________________________________________________________
 LJ0185* NAD 83(1986) POSITION- 40 45 13.     (N) 101 17 03.     (W)   SCALED
 LJ0185* NAVD 88 ORTHO HEIGHT -   975.244 (meters)     3199.61  (feet) ADJUSTED
 LJ0185  ______________________________________________________________________
 LJ0185  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 LJ0185  DYNAMIC HEIGHT  -        974.602 (meters)     3197.51  (feet) COMP
 LJ0185  MODELED GRAVITY -    979,933.2   (mgal)                       NAVD 88
 LJ0185
 LJ0185  VERT ORDER      -  SECOND    CLASS 0
 LJ0185
 LJ0185.The horizontal coordinates were scaled from a map and have
 LJ0185.an estimated accuracy of +/- 6 seconds.
 LJ0185
 LJ0185.The orthometric height was determined by differential leveling and
 LJ0185.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0185.in June 1991.
 LJ0185
 LJ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0185.GEOID18 height accuracy estimate available here.
 LJ0185
 LJ0185.Click photographs - Photos may exist for this station.
 LJ0185
 LJ0185.The dynamic height is computed by dividing the NAVD 88
 LJ0185.geopotential number by the normal gravity value computed on the
 LJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0185.degrees latitude (g = 980.6199 gals.).
 LJ0185
 LJ0185.The modeled gravity was interpolated from observed gravity values.
 LJ0185
 LJ0185;                    North         East    Units  Estimated Accuracy
 LJ0185;SPC NE       -   102,980.      391,590.      MT  (+/- 180 meters Scaled)
 LJ0185
 LJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL071139(NAD 83)
 LJ0185
 LJ0185                          SUPERSEDED SURVEY CONTROL
 LJ0185
 LJ0185  NGVD 29 (??/??/92)  974.848  (m)         3198.31   (f) ADJ UNCH    2 0
 LJ0185
 LJ0185.Superseded values are not recommended for survey control.
 LJ0185
 LJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0185.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0185
 LJ0185_MARKER: DB = BENCH MARK DISK
 LJ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0185_STAMPING: Z 162 1934
 LJ0185_MARK LOGO: CGS
 LJ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0185+STABILITY: SURFACE MOTION
 LJ0185
 LJ0185  HISTORY     - Date     Condition        Report By
 LJ0185  HISTORY     - 1934     MONUMENTED       CGS
 LJ0185  HISTORY     - 1941     GOOD             CGS
 LJ0185
 LJ0185                          STATION DESCRIPTION
 LJ0185
 LJ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0185'7 MI S FROM GRAINTON.
 LJ0185'IS 0.2 MILE SOUTH OF NW CORNER SEC. 14, 80 FT SOUTH OF NEW
 LJ0185'CULVERT, 40 FEET EAST OF CENTER LINE OF HIGHWAY, AT EDGE OF FILL,
 LJ0185'NEARLY COVERED WITH DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0186 ***********************************************************************
 LJ0186  DESIGNATION -  Z 162 RESET
 LJ0186  PID         -  LJ0186
 LJ0186  STATE/COUNTY-  NE/PERKINS
 LJ0186  COUNTRY     -  US
 LJ0186  USGS QUAD   -  GRAINTON (2017)
 LJ0186
 LJ0186                         *CURRENT SURVEY CONTROL
 LJ0186  ______________________________________________________________________
 LJ0186* NAD 83(1986) POSITION- 40 45 12.     (N) 101 17 03.     (W)   SCALED
 LJ0186* NAVD 88 ORTHO HEIGHT -   975.56  (meters)     3200.6   (feet) RESET
 LJ0186  ______________________________________________________________________
 LJ0186  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 LJ0186  VERT ORDER      -  THIRD
 LJ0186
 LJ0186.The horizontal coordinates were scaled from a map and have
 LJ0186.an estimated accuracy of +/- 6 seconds.
 LJ0186
 LJ0186.The orthometric height was computed from unverified reset data.
 LJ0186
 LJ0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0186.GEOID18 height accuracy estimate available here.
 LJ0186
 LJ0186.Click photographs - Photos may exist for this station.
 LJ0186
 LJ0186;                    North         East    Units  Estimated Accuracy
 LJ0186;SPC NE       -   102,950.      391,590.      MT  (+/- 180 meters Scaled)
 LJ0186
 LJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL071138(NAD 83)
 LJ0186
 LJ0186                          SUPERSEDED SURVEY CONTROL
 LJ0186
 LJ0186  NGVD 29 (??/??/??)  975.17   (m)         3199.4    (f) RESET       3  
 LJ0186
 LJ0186.Superseded values are not recommended for survey control.
 LJ0186
 LJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0186.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0186
 LJ0186_MARKER: DB = BENCH MARK DISK
 LJ0186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0186_SP_SET: CULVERT HEADWALL
 LJ0186_STAMPING: Z 162 RESET 1940
 LJ0186_MARK LOGO: CGS
 LJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0186+STABILITY: SURFACE MOTION
 LJ0186
 LJ0186  HISTORY     - Date     Condition        Report By
 LJ0186  HISTORY     - 1940     MONUMENTED       NEDR
 LJ0186
 LJ0186                          STATION DESCRIPTION
 LJ0186
 LJ0186'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1940
 LJ0186'4.8 MI S FROM GRAINTON.
 LJ0186'4.8 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE CHICAGO, BURLINGTON
 LJ0186'AND QUINCY RAILROAD STATION AT GRAINTON, BETWEEN TWO HILLS, AND IN
 LJ0186'THE TOP OF THE WEST HEADWALL OF A CONCRETE CULVERT.  83.0 FEET
 LJ0186'SOUTH AND 43.7 FEET EAST OF THE ORIGINAL BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0126 ***********************************************************************
 LJ0126  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0126  DESIGNATION -  Z 163
 LJ0126  PID         -  LJ0126
 LJ0126  STATE/COUNTY-  NE/LINCOLN
 LJ0126  COUNTRY     -  US
 LJ0126  USGS QUAD   -  SOMERSET (2017)
 LJ0126
 LJ0126                         *CURRENT SURVEY CONTROL
 LJ0126  ______________________________________________________________________
 LJ0126* NAD 83(2011) POSITION- 40 46 17.93967(N) 100 45 39.44707(W)   ADJUSTED
 LJ0126* NAD 83(2011) ELLIP HT-   842.820 (meters)        (06/27/12)   ADJUSTED
 LJ0126* NAD 83(2011) EPOCH   -  2010.00
 LJ0126* NAVD 88 ORTHO HEIGHT -   865.686 (meters)     2840.17  (feet) ADJUSTED
 LJ0126  ______________________________________________________________________
 LJ0126  GEOID HEIGHT    -        -22.849 (meters)                     GEOID18
 LJ0126  NAD 83(2011) X  -   -903,280.141 (meters)                     COMP
 LJ0126  NAD 83(2011) Y  - -4,752,753.283 (meters)                     COMP
 LJ0126  NAD 83(2011) Z  -  4,143,802.071 (meters)                     COMP
 LJ0126  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 LJ0126  DYNAMIC HEIGHT  -        865.137 (meters)     2838.37  (feet) COMP
 LJ0126  MODELED GRAVITY -    979,960.9   (mgal)                       NAVD 88
 LJ0126
 LJ0126  VERT ORDER      -  SECOND    CLASS 0
 LJ0126
 LJ0126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LJ0126  Standards:
 LJ0126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LJ0126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LJ0126  -------------------------------------------------------------------
 LJ0126  NETWORK    0.44   1.18           0.21   0.13   0.60     -0.05989628
 LJ0126  -------------------------------------------------------------------
 LJ0126  Click here for local accuracies and other accuracy information.
 LJ0126
 LJ0126.The horizontal coordinates were established by GPS observations
 LJ0126.and adjusted by the National Geodetic Survey in June 2012.
 LJ0126
 LJ0126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LJ0126.been affixed to the stable North American tectonic plate. See 
 LJ0126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LJ0126
 LJ0126.The horizontal coordinates are valid at the epoch date displayed above
 LJ0126.which is a decimal equivalence of Year/Month/Day.
 LJ0126
 LJ0126.The orthometric height was determined by differential leveling and
 LJ0126.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0126.in June 1991.
 LJ0126
 LJ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0126.GEOID18 height accuracy estimate available here.
 LJ0126
 LJ0126.Click photographs - Photos may exist for this station.
 LJ0126
 LJ0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0126
 LJ0126.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0126
 LJ0126.The ellipsoidal height was determined by GPS observations
 LJ0126.and is referenced to NAD 83.
 LJ0126
 LJ0126.The dynamic height is computed by dividing the NAVD 88
 LJ0126.geopotential number by the normal gravity value computed on the
 LJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0126.degrees latitude (g = 980.6199 gals.).
 LJ0126
 LJ0126.The modeled gravity was interpolated from observed gravity values.
 LJ0126
 LJ0126. The following values were computed from the NAD 83(2011) position.
 LJ0126
 LJ0126;                    North         East     Units Scale Factor Converg.
 LJ0126;SPC NE       -   104,462.059   435,773.777   MT  0.99974006   -0 30 15.4
 LJ0126;SPC NE       -   342,722.61  1,429,701.13   sFT  0.99974006   -0 30 15.4
 LJ0126;UTM  14      - 4,514,900.199   351,387.341   MT  0.99987184   -1 09 00.7
 LJ0126
 LJ0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0126!SPC NE       -   0.99986781  x   0.99974006  =   0.99960790
 LJ0126!UTM  14      -   0.99986781  x   0.99987184  =   0.99973967
 LJ0126
 LJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5138714900(NAD 83)
 LJ0126
 LJ0126                          SUPERSEDED SURVEY CONTROL
 LJ0126
 LJ0126  NAD 83(2007)-  40 46 17.93953(N)    100 45 39.44798(W) AD(2002.00) 0
 LJ0126  ELLIP H (02/10/07)  842.845  (m)                       GP(2002.00)    
 LJ0126  ELLIP H (09/24/01)  842.827  (m)                       GP(       ) 4 1
 LJ0126  NAD 83(1995)-  40 46 17.93914(N)    100 45 39.44751(W) AD(       ) B
 LJ0126  ELLIP H (06/25/96)  842.879  (m)                       GP(       ) 1 1
 LJ0126  NAVD 88             865.69   (m)         2840.2    (f) LEVELING    3  
 LJ0126  NGVD 29 (??/??/92)  865.312  (m)         2838.94   (f) ADJ UNCH    2 0
 LJ0126
 LJ0126.Superseded values are not recommended for survey control.
 LJ0126
 LJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0126.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0126
 LJ0126_MARKER: DB = BENCH MARK DISK
 LJ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0126_STAMPING: Z 163 1934
 LJ0126_MARK LOGO: CGS
 LJ0126_PROJECTION: RECESSED 3 CENTIMETERS
 LJ0126_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0126+STABILITY: SURFACE MOTION
 LJ0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0126+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2020
 LJ0126
 LJ0126  HISTORY     - Date     Condition        Report By
 LJ0126  HISTORY     - 1934     MONUMENTED       CGS
 LJ0126  HISTORY     - 1939     GOOD             CGS
 LJ0126  HISTORY     - 1981     GOOD             NEDR
 LJ0126  HISTORY     - 19950719 GOOD             NGS
 LJ0126  HISTORY     - 20160816 GOOD             NEGS
 LJ0126  HISTORY     - 20190624 GOOD             NEGS
 LJ0126  HISTORY     - 20200213 GOOD             NEGS
 LJ0126
 LJ0126                          STATION DESCRIPTION
 LJ0126
 LJ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0126'1.9 MI NW FROM WELLFLEET.
 LJ0126'1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0126'RAILROAD FROM THE STATION AT WELLFLEET, LINCOLN COUNTY, AT A
 LJ0126'ROAD CROSSING, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 30
 LJ0126'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHWEST
 LJ0126'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET BELOW THE TOP OF THE
 LJ0126'RAIL.  A STANDARD DISK, STAMPED Z 163 1934 AND SET IN THE TOP
 LJ0126'OF A CONCRETE POST.
 LJ0126
 LJ0126                          STATION RECOVERY (1981)
 LJ0126
 LJ0126'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 LJ0126'SHOULD BE 42' S.W. OF RR TRACKS, 30' W. OF CENTERLINE OF DRIVE.
 LJ0126
 LJ0126                          STATION RECOVERY (1995)
 LJ0126
 LJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0126'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST-SOUTHEAST OF DICKENS,
 LJ0126'2 MI (3.2 KM) NORTHWEST OF WELLFLEET, IN THE SW1/4, SEC5, T9N, R30W,
 LJ0126'ON PROPERTY OWNED BY DOUG SELLERS, RURAL ROUTE 1, BOX 68, WELLFLEET,
 LJ0126'NEBRASKA 69710.  TELEPHONE 308-963-4491.  TO REACH THE MARK FROM THE
 LJ0126'POST OFFICE IN WELLFLEET, GO NORTH ON NILE STREET FOR 0.15 MI (0.24
 LJ0126'KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST AND NORTHWEST,
 LJ0126'PARALLELING THE BURLINGTON NORTHERN RAILROAD FOR 1.9 MI (3.1 KM) TO A
 LJ0126'RANCH ENTRANCE ROAD AND THE MARK ON THE LEFT.  THE DISK IS SET INTO
 LJ0126'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT (6.1
 LJ0126'CM) ABOVE THE GROUND.  IT IS 135.0 FT (41.1 M) SOUTHWEST OF THE
 LJ0126'CENTERLINE OF THE GRAVELED ROAD, 45.0 FT (13.7 M) SOUTHWEST OF THE
 LJ0126'CENTERLINE OF THE TRACK, 16.0 FT (4.9 M) NORTH-NORTHEAST OF THE
 LJ0126'CENTERLINE OF THE RANCH ROAD, 73.9 FT (22.5 M) EAST OF THE EAST
 LJ0126'GATEPOST THAT IS IN AN EAST-WEST FENCE, 6.7 FT (2.0 M) NORTHWEST OF A
 LJ0126'CONCRETE FENCE CORNER POST, 2.9 FT (0.9 M) SOUTHWEST OF A WITNESS POST
 LJ0126'AND THE RAILROAD RIGHT-OF-WAY FENCE AND ABOUT 4 FT (1.2 M) LOWER THAN
 LJ0126'THE TRACK.  REBAR WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
 LJ0126
 LJ0126                          STATION RECOVERY (2016)
 LJ0126
 LJ0126'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (BB)
 LJ0126'RECOVERED AS DESCRIBED
 LJ0126
 LJ0126                          STATION RECOVERY (2019)
 LJ0126
 LJ0126'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 LJ0126'RECOVERED IN GOOD CONDITION.
 LJ0126
 LJ0126                          STATION RECOVERY (2020)
 LJ0126
 LJ0126'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (PS)
 LJ0126'TO REACH FROM THE POST OFFICE IN WELLFLEET, GO NORTH ON NILE STREET
 LJ0126'APPROXIMATELY 0.15 MI (0.24 KM) TO THE INTERSECTION WITH S. SOMERSET
 LJ0126'ROAD.  TURN LEFT (WEST) ON S. SOMERSET ROAD AND PROCEED WEST AND
 LJ0126'NORTHWEST APPROXIMATELY 2.03 MI (3.27 KM) TO THE BENCH MARK ON THE
 LJ0126'LEFT (SOUTHWEST) SIDE OF THE COUNTY ROAD AT A RANCH DRIVE.
 LJ0126'
 LJ0126'IT IS 135.0 FT (41.1 M) SOUTHWEST OF THE APPROXIMATELY CENTERLINE OF
 LJ0126'S. SOMERSET ROAD, 73.9 FT (22.5 M) EAST OF THE EAST GATE POST OF A
 LJ0126'GATE IN AN EAST-WEST FENCE, 45.0 FT (13.7 M) SOUTHWEST OF THE
 LJ0126'CENTERLINE OF THE RAILROAD TRACK, 23.0 FT (7.0 M) NORTH OF THE
 LJ0126'APPROXIMATE CENTERLINE OF THE RANCH DRIVE, 6.7 FT (2.0 M) NORTHWEST OF
 LJ0126'A CONCRETE RAILROAD ROW FENCE POST AND 2.9 FT (0.9 M) SOUTHWEST OF A
 LJ0126'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0277 ***********************************************************************
 LG0277  DESIGNATION -  Z 167
 LG0277  PID         -  LG0277
 LG0277  STATE/COUNTY-  NE/GAGE
 LG0277  COUNTRY     -  US
 LG0277  USGS QUAD   -  BEATRICE EAST (2017)
 LG0277
 LG0277                         *CURRENT SURVEY CONTROL
 LG0277  ______________________________________________________________________
 LG0277* NAD 83(1986) POSITION- 40 15 40.16   (N) 096 44 52.03   (W)   HD_HELD1
 LG0277* NAVD 88 ORTHO HEIGHT -   383.338 (meters)     1257.67  (feet) ADJUSTED
 LG0277  ______________________________________________________________________
 LG0277  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 LG0277  DYNAMIC HEIGHT  -        383.134 (meters)     1257.00  (feet) COMP
 LG0277  MODELED GRAVITY -    980,082.4   (mgal)                       NAVD 88
 LG0277
 LG0277  VERT ORDER      -  SECOND    CLASS 0
 LG0277
 LG0277.The horizontal coordinates were determined by differentially corrected
 LG0277.hand held GPS observations or other comparable positioning techniques
 LG0277.and have an estimated accuracy of +/- 3 meters.
 LG0277
 LG0277.The orthometric height was determined by differential leveling and
 LG0277.adjusted by the NATIONAL GEODETIC SURVEY
 LG0277.in June 1991.
 LG0277
 LG0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0277.GEOID18 height accuracy estimate available here.
 LG0277
 LG0277.Click photographs - Photos may exist for this station.
 LG0277
 LG0277.The dynamic height is computed by dividing the NAVD 88
 LG0277.geopotential number by the normal gravity value computed on the
 LG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0277.degrees latitude (g = 980.6199 gals.).
 LG0277
 LG0277.The modeled gravity was interpolated from observed gravity values.
 LG0277
 LG0277;                    North         East    Units  Estimated Accuracy
 LG0277;SPC NE       -    52,704.8     776,563.1     MT  (+/- 3 meters HH1 GPS) 
 LG0277
 LG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9152259176(NAD 83)
 LG0277
 LG0277                          SUPERSEDED SURVEY CONTROL
 LG0277
 LG0277  NGVD 29 (??/??/92)  383.226  (m)         1257.30   (f) ADJ UNCH    2 0
 LG0277
 LG0277.Superseded values are not recommended for survey control.
 LG0277
 LG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0277.See file dsdata.pdf to determine how the superseded data were derived.
 LG0277
 LG0277_MARKER: DB = BENCH MARK DISK
 LG0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0277_STAMPING: Z 167 1934
 LG0277_MARK LOGO: CGS
 LG0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0277+STABILITY: SURFACE MOTION
 LG0277
 LG0277  HISTORY     - Date     Condition        Report By
 LG0277  HISTORY     - 1934     MONUMENTED       CGS
 LG0277  HISTORY     - 1963     GOOD             CGS
 LG0277  HISTORY     - 1963     GOOD             NGPCA
 LG0277  HISTORY     - 1984     MARK NOT FOUND   NGS
 LG0277  HISTORY     - 20070117 MARK NOT FOUND   NEDR
 LG0277
 LG0277                          STATION DESCRIPTION
 LG0277
 LG0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LG0277'AT BEATRICE.
 LG0277'AT BEATRICE, GAGE COUNTY, 66 FEET WEST OF THE WEST END OF THE
 LG0277'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, IN THE NORTH
 LG0277'SIDE OF THE RAILROAD PARK, 54 FEET NORTH OF THE CENTERLINE OF
 LG0277'THE NORTHERNMOST TRACK, AND 4 FEET SOUTH OF THE SOUTH SIDE OF THE
 LG0277'SIDEWALK.  A STANDARD DISK, STAMPED Z 167 1934 AND SET IN THE
 LG0277'TOP OF A CONCRETE POST.
 LG0277
 LG0277                          STATION RECOVERY (1963)
 LG0277
 LG0277'RECOVERY NOTE BY NATURAL GAS CO 1963
 LG0277'RECOVERED IN GOOD CONDITION.
 LG0277
 LG0277                          STATION RECOVERY (1984)
 LG0277
 LG0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0277'MARK NOT FOUND.
 LG0277
 LG0277                          STATION RECOVERY (2007)
 LG0277
 LG0277'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 LG0277'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2007 (JPC)
 LG0277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0360 ***********************************************************************
 LH0360  DESIGNATION -  Z 168 RESET
 LH0360  PID         -  LH0360
 LH0360  STATE/COUNTY-  NE/KEARNEY
 LH0360  COUNTRY     -  US
 LH0360  USGS QUAD   -  MINDEN SOUTH (2017)
 LH0360
 LH0360                         *CURRENT SURVEY CONTROL
 LH0360  ______________________________________________________________________
 LH0360* NAD 83(1986) POSITION- 40 22 45.     (N) 098 57 04.     (W)   SCALED
 LH0360* NAVD 88 ORTHO HEIGHT -   668.72  (meters)     2194.0   (feet) RESET
 LH0360  ______________________________________________________________________
 LH0360  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 LH0360  VERT ORDER      -  THIRD
 LH0360
 LH0360.The horizontal coordinates were scaled from a map and have
 LH0360.an estimated accuracy of +/- 6 seconds.
 LH0360
 LH0360.The orthometric height was computed from unverified reset data.
 LH0360
 LH0360.No vertical observational check was made to the station.
 LH0360
 LH0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0360.GEOID18 height accuracy estimate available here.
 LH0360
 LH0360.Click photographs - Photos may exist for this station.
 LH0360
 LH0360;                    North         East    Units  Estimated Accuracy
 LH0360;SPC NE       -    61,150.      589,060.      MT  (+/- 180 meters Scaled)
 LH0360
 LH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK041698(NAD 83)
 LH0360
 LH0360                          SUPERSEDED SURVEY CONTROL
 LH0360
 LH0360  NGVD 29 (??/??/??)  668.46   (m)         2193.1    (f) RESET       3  
 LH0360
 LH0360.Superseded values are not recommended for survey control.
 LH0360
 LH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0360.See file dsdata.pdf to determine how the superseded data were derived.
 LH0360
 LH0360_MARKER: DB = BENCH MARK DISK
 LH0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0360_STAMPING: Z 168 1934 RESET 1958
 LH0360_MARK LOGO: CGS
 LH0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0360+STABILITY: SURFACE MOTION
 LH0360
 LH0360  HISTORY     - Date     Condition        Report By
 LH0360  HISTORY     - 1958     MONUMENTED       CGS
 LH0360
 LH0360                          STATION DESCRIPTION
 LH0360
 LH0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0360'8.1 MI S FROM MINDEN.
 LH0360'8.1 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE KEARNEY COUNTY
 LH0360'COURTHOUSE IN MINDEN, IN THE SOUTHEAST ANGLE OF CROSSROADS,
 LH0360'82 FEET SOUTH OF AN EAST-WEST GRAVEL ROAD, 59 FEET EAST OF THE
 LH0360'CENTER OF STATE HIGHWAY 10, 25 FEET SOUTH OF A 24-INCH COTTONWOOD
 LH0360'TREE, 14 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF A FENCE.
 LH0360'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED Z 168 1934
 LH0360'RESET 1958.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0273 ***********************************************************************
 LG0273  DESIGNATION -  Z 169
 LG0273  PID         -  LG0273
 LG0273  STATE/COUNTY-  NE/GAGE
 LG0273  COUNTRY     -  US
 LG0273  USGS QUAD   -  BEATRICE WEST (2017)
 LG0273
 LG0273                         *CURRENT SURVEY CONTROL
 LG0273  ______________________________________________________________________
 LG0273* NAD 83(1986) POSITION- 40 15 24.     (N) 096 45 15.     (W)   SCALED
 LG0273* NAVD 88 ORTHO HEIGHT -   382.784 (meters)     1255.85  (feet) ADJUSTED
 LG0273  ______________________________________________________________________
 LG0273  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 LG0273  DYNAMIC HEIGHT  -        382.581 (meters)     1255.18  (feet) COMP
 LG0273  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LG0273
 LG0273  VERT ORDER      -  SECOND    CLASS 0
 LG0273
 LG0273.The horizontal coordinates were scaled from a map and have
 LG0273.an estimated accuracy of +/- 6 seconds.
 LG0273
 LG0273.The orthometric height was determined by differential leveling and
 LG0273.adjusted by the NATIONAL GEODETIC SURVEY
 LG0273.in June 1991.
 LG0273
 LG0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0273.GEOID18 height accuracy estimate available here.
 LG0273
 LG0273.Click photographs - Photos may exist for this station.
 LG0273
 LG0273.The dynamic height is computed by dividing the NAVD 88
 LG0273.geopotential number by the normal gravity value computed on the
 LG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0273.degrees latitude (g = 980.6199 gals.).
 LG0273
 LG0273.The modeled gravity was interpolated from observed gravity values.
 LG0273
 LG0273;                    North         East    Units  Estimated Accuracy
 LG0273;SPC NE       -    52,190.      776,040.      MT  (+/- 180 meters Scaled)
 LG0273
 LG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK909586(NAD 83)
 LG0273
 LG0273                          SUPERSEDED SURVEY CONTROL
 LG0273
 LG0273  NGVD 29 (??/??/92)  382.679  (m)         1255.51   (f) ADJ UNCH    2 0
 LG0273
 LG0273.Superseded values are not recommended for survey control.
 LG0273
 LG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0273.See file dsdata.pdf to determine how the superseded data were derived.
 LG0273
 LG0273_MARKER: DB = BENCH MARK DISK
 LG0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0273_SP_SET: CONCRETE PIER
 LG0273_STAMPING: Z 169 1934
 LG0273_MARK LOGO: CGS
 LG0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0273+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1986
 LG0273
 LG0273  HISTORY     - Date     Condition        Report By
 LG0273  HISTORY     - 1934     MONUMENTED       CGS
 LG0273  HISTORY     - 1961     GOOD             CGS
 LG0273  HISTORY     - 19861012 MARK NOT FOUND   NGS
 LG0273
 LG0273                          STATION DESCRIPTION
 LG0273
 LG0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0273'AT BEATRICE.
 LG0273'AT BEATRICE, GAGE COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0273'RAILROAD, ABOUT 1/2 MILE SOUTHWEST OF THE STATION, AT THE
 LG0273'SOUTHEAST CORNER OF BRIDGE NO. 1297 OVER BIG BLUE RIVER, IN THE
 LG0273'TOP OF A CONCRETE PIER, 20 FEET NORTH OF THE CENTERLINE OF AN
 LG0273'UNDERPASS, AND 9 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 LG0273'STANDARD DISK, STAMPED Z 169 1934.
 LG0273
 LG0273                          STATION RECOVERY (1986)
 LG0273
 LG0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0437 ***********************************************************************
 NN0437  DESIGNATION -  Z 17
 NN0437  PID         -  NN0437
 NN0437  STATE/COUNTY-  NE/LOUP
 NN0437  COUNTRY     -  US
 NN0437  USGS QUAD   -  STONEHOUSE RANCH SW (2017)
 NN0437
 NN0437                         *CURRENT SURVEY CONTROL
 NN0437  ______________________________________________________________________
 NN0437* NAD 83(1986) POSITION- 42 02 55.92   (N) 099 28 25.18   (W)   HD_HELD1
 NN0437* NAVD 88 ORTHO HEIGHT -   730.448 (meters)     2396.48  (feet) ADJUSTED
 NN0437  ______________________________________________________________________
 NN0437  GEOID HEIGHT    -        -22.873 (meters)                     GEOID18
 NN0437  DYNAMIC HEIGHT  -        730.112 (meters)     2395.38  (feet) COMP
 NN0437  MODELED GRAVITY -    980,137.5   (mgal)                       NAVD 88
 NN0437
 NN0437  VERT ORDER      -  FIRST     CLASS II
 NN0437
 NN0437.The horizontal coordinates were determined by differentially corrected
 NN0437.hand held GPS observations or other comparable positioning techniques
 NN0437.and have an estimated accuracy of +/- 3 meters.
 NN0437
 NN0437.The orthometric height was determined by differential leveling and
 NN0437.adjusted by the NATIONAL GEODETIC SURVEY
 NN0437.in June 1991.
 NN0437
 NN0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0437.GEOID18 height accuracy estimate available here.
 NN0437
 NN0437.Click photographs - Photos may exist for this station.
 NN0437
 NN0437.The dynamic height is computed by dividing the NAVD 88
 NN0437.geopotential number by the normal gravity value computed on the
 NN0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0437.degrees latitude (g = 980.6199 gals.).
 NN0437
 NN0437.The modeled gravity was interpolated from observed gravity values.
 NN0437
 NN0437;                    North         East    Units  Estimated Accuracy
 NN0437;SPC NE       -   246,116.8     543,561.0     MT  (+/- 3 meters HH1 GPS) 
 NN0437
 NN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6080255310(NAD 83)
 NN0437
 NN0437                          SUPERSEDED SURVEY CONTROL
 NN0437
 NN0437  NGVD 29 (??/??/92)  730.186  (m)         2395.62   (f) ADJ UNCH    1 2
 NN0437
 NN0437.Superseded values are not recommended for survey control.
 NN0437
 NN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0437.See file dsdata.pdf to determine how the superseded data were derived.
 NN0437
 NN0437_MARKER: DB = BENCH MARK DISK
 NN0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0437_STAMPING: 2395.619 Z 17 1933
 NN0437_MARK LOGO: CGS
 NN0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0437+STABILITY: SURFACE MOTION
 NN0437
 NN0437  HISTORY     - Date     Condition        Report By
 NN0437  HISTORY     - 1933     MONUMENTED       CGS
 NN0437  HISTORY     - 1976     GOOD             USGS
 NN0437
 NN0437                          STATION DESCRIPTION
 NN0437
 NN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0437'3.5 MI N FROM HARROP.
 NN0437'ABOUT 3-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0437'LOUP COUNTY, ABOUT 100 FEET SOUTH OF A CATTLE GUARD AT A PRIVATE
 NN0437'ROAD JUNCTION, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NN0437'AND 16 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED 2395.619
 NN0437'Z 17 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NN0437'6 INCHES ABOVE GROUND.
 NN0437
 NN0437                          STATION RECOVERY (1976)
 NN0437
 NN0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0437'U. S. HWY 183 BRIDGE OVER CALAMUS RIVER, 7.5 MI. NW OF ALONG U. S.
 NN0437'HWY 183, THEN 1.05 MI. N. ALONG A GRAVEL ROAD. ABOUT 2000 FT. N. OF
 NN0437'CORNER SECS. 13 AND 14, T-24-N, R-19-W. 75 FT. S. AND 56 FT. W. OF
 NN0437'THE GRAVEL ROAD AT E-W TRAIL ROAD. 16 FT. W. OF THE FENCE AND A METAL
 NN0437'WITNESS SIGN. A STD. TABLET SET IN THE TOP OF A CONC. POST PROJECTING
 NN0437'ABOUT 1 FT., STAMPED 2395.619 Z 17 1933.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1442 ***********************************************************************
 AI1442  DESIGNATION -  Z 170 RESET
 AI1442  PID         -  AI1442
 AI1442  STATE/COUNTY-  NE/THAYER
 AI1442  COUNTRY     -  US
 AI1442  USGS QUAD   -  BRUNING (2017)
 AI1442
 AI1442                         *CURRENT SURVEY CONTROL
 AI1442  ______________________________________________________________________
 AI1442* NAD 83(1986) POSITION- 40 15 07.9    (N) 097 33 25.2    (W)   HD_HELD2
 AI1442* NAVD 88 ORTHO HEIGHT -   457.66  (+/-2cm)     1501.5   (feet) VERTCON
 AI1442  ______________________________________________________________________
 AI1442  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 AI1442  VERT ORDER      -  THIRD (See Below)
 AI1442
 AI1442.The horizontal coordinates were established by autonomous hand held GPS
 AI1442.observations and have an estimated accuracy of +/- 10 meters.
 AI1442
 AI1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1442
 AI1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1442.GEOID18 height accuracy estimate available here.
 AI1442
 AI1442.The vertical order pertains to the NGVD 29 superseded value.
 AI1442
 AI1442.Click photographs - Photos may exist for this station.
 AI1442
 AI1442;                    North         East    Units  Estimated Accuracy
 AI1442;SPC NE       -    49,444.      707,798.      MT  (+/- 10 meters HH2 GPS)
 AI1442
 AI1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2272156747(NAD 83)
 AI1442
 AI1442                          SUPERSEDED SURVEY CONTROL
 AI1442
 AI1442  NGVD 29 (01/31/13)  457.48   (m)         1500.9    (f) RESET       3  
 AI1442
 AI1442.Superseded values are not recommended for survey control.
 AI1442
 AI1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1442.See file dsdata.pdf to determine how the superseded data were derived.
 AI1442
 AI1442_MARKER: DV = VERTICAL CONTROL DISK
 AI1442_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI1442_SP_SET: GRAIN ELEVATOR BARREL
 AI1442_STAMPING: Z 170 RESET 1999
 AI1442_MARK LOGO: NGS
 AI1442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1442+STABILITY: POSITION/ELEVATION WELL
 AI1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1442+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1442
 AI1442  HISTORY     - Date     Condition        Report By
 AI1442  HISTORY     - 1999     MONUMENTED       NGS
 AI1442
 AI1442                          STATION DESCRIPTION
 AI1442
 AI1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 AI1442'THE MARK IS IN BELVIDERE, 1 BLOCK EAST OF THE BELVIDERE FIRE
 AI1442'DEPARTMENT AND CITY HALL BUILDING, SET VERTICALLY INTO THE SOUTHWEST
 AI1442'CONCRETE BARREL OF THE BELVIDERE ELEVATOR AND FERTILILZER COMPANY AND
 AI1442'IN THE SW1/4, SEC4, T3N, R2W.  IT IS 1.25 M (4.10 FT) ABOVE THE GROUND
 AI1442'SURFACE AND 1.27 M (4.17 FT) SOUTH OF THE INSIDE EDGE OF THE SOUTH
 AI1442'SIDE OF THE WEST TRUCK ENTRANCE INTO THE ELEVATOR HOPPER AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0623 ***********************************************************************
 LG0623  DESIGNATION -  Z 171
 LG0623  PID         -  LG0623
 LG0623  STATE/COUNTY-  NE/NUCKOLLS
 LG0623  COUNTRY     -  US
 LG0623  USGS QUAD   -  EDGAR (2017)
 LG0623
 LG0623                         *CURRENT SURVEY CONTROL
 LG0623  ______________________________________________________________________
 LG0623* NAD 83(1986) POSITION- 40 15 48.82   (N) 097 53 03.10   (W)   HD_HELD1
 LG0623* NAVD 88 ORTHO HEIGHT -   508.781 (meters)     1669.23  (feet) ADJUSTED
 LG0623  ______________________________________________________________________
 LG0623  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 LG0623  DYNAMIC HEIGHT  -        508.487 (meters)     1668.26  (feet) COMP
 LG0623  MODELED GRAVITY -    980,031.2   (mgal)                       NAVD 88
 LG0623
 LG0623  VERT ORDER      -  SECOND    CLASS 0
 LG0623
 LG0623.The horizontal coordinates were determined by differentially corrected
 LG0623.hand held GPS observations or other comparable positioning techniques
 LG0623.and have an estimated accuracy of +/- 3 meters.
 LG0623
 LG0623.The orthometric height was determined by differential leveling and
 LG0623.adjusted by the NATIONAL GEODETIC SURVEY
 LG0623.in June 1991.
 LG0623
 LG0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0623.GEOID18 height accuracy estimate available here.
 LG0623
 LG0623.Click photographs - Photos may exist for this station.
 LG0623
 LG0623.The dynamic height is computed by dividing the NAVD 88
 LG0623.geopotential number by the normal gravity value computed on the
 LG0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0623.degrees latitude (g = 980.6199 gals.).
 LG0623
 LG0623.The modeled gravity was interpolated from observed gravity values.
 LG0623
 LG0623;                    North         East    Units  Estimated Accuracy
 LG0623;SPC NE       -    49,971.5     679,942.7     MT  (+/- 3 meters HH1 GPS) 
 LG0623
 LG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9487857607(NAD 83)
 LG0623
 LG0623                          SUPERSEDED SURVEY CONTROL
 LG0623
 LG0623  NGVD 29 (??/??/92)  508.595  (m)         1668.62   (f) ADJ UNCH    2 0
 LG0623
 LG0623.Superseded values are not recommended for survey control.
 LG0623
 LG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0623.See file dsdata.pdf to determine how the superseded data were derived.
 LG0623
 LG0623_MARKER: DB = BENCH MARK DISK
 LG0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0623_STAMPING: Z 171 1934
 LG0623_MARK LOGO: CGS
 LG0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0623+STABILITY: SURFACE MOTION
 LG0623
 LG0623  HISTORY     - Date     Condition        Report By
 LG0623  HISTORY     - 1934     MONUMENTED       CGS
 LG0623  HISTORY     - 1941     GOOD             CGS
 LG0623
 LG0623                          STATION DESCRIPTION
 LG0623
 LG0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0623'2.2 MI NE FROM OAK.
 LG0623'2.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0623'FROM THE STATION AT OAK, NUCKOLLS COUNTY, 4 POLES SOUTH OF
 LG0623'MILEPOST 101, 2 RAILS NORTH OF A ROAD CROSSING, AND 54 FEET WEST
 LG0623'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 171
 LG0623'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0623
 LG0623                          STATION RECOVERY (1941)
 LG0623
 LG0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0674 ***********************************************************************
 LG0674  DESIGNATION -  Z 172
 LG0674  PID         -  LG0674
 LG0674  STATE/COUNTY-  NE/FILLMORE
 LG0674  COUNTRY     -  US
 LG0674  USGS QUAD   -  GENEVA (2017)
 LG0674
 LG0674                         *CURRENT SURVEY CONTROL
 LG0674  ______________________________________________________________________
 LG0674* NAD 83(1986) POSITION- 40 31 54.0    (N) 097 36 21.4    (W)   HD_HELD2
 LG0674* NAVD 88 ORTHO HEIGHT -   497.341 (meters)     1631.69  (feet) ADJUSTED
 LG0674  ______________________________________________________________________
 LG0674  GEOID HEIGHT    -        -26.677 (meters)                     GEOID18
 LG0674  DYNAMIC HEIGHT  -        497.059 (meters)     1630.77  (feet) COMP
 LG0674  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 LG0674
 LG0674  VERT ORDER      -  SECOND    CLASS 0
 LG0674
 LG0674.The horizontal coordinates were established by autonomous hand held GPS
 LG0674.observations and have an estimated accuracy of +/- 10 meters.
 LG0674
 LG0674.The orthometric height was determined by differential leveling and
 LG0674.adjusted by the NATIONAL GEODETIC SURVEY
 LG0674.in June 1991.
 LG0674
 LG0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0674.GEOID18 height accuracy estimate available here.
 LG0674
 LG0674.Click photographs - Photos may exist for this station.
 LG0674
 LG0674.The dynamic height is computed by dividing the NAVD 88
 LG0674.geopotential number by the normal gravity value computed on the
 LG0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0674.degrees latitude (g = 980.6199 gals.).
 LG0674
 LG0674.The modeled gravity was interpolated from observed gravity values.
 LG0674
 LG0674;                    North         East    Units  Estimated Accuracy
 LG0674;SPC NE       -    80,344.      702,777.      MT  (+/- 10 meters HH2 GPS)
 LG0674
 LG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1806987703(NAD 83)
 LG0674
 LG0674                          SUPERSEDED SURVEY CONTROL
 LG0674
 LG0674  NGVD 29 (??/??/92)  497.161  (m)         1631.10   (f) ADJ UNCH    2 0
 LG0674
 LG0674.Superseded values are not recommended for survey control.
 LG0674
 LG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0674.See file dsdata.pdf to determine how the superseded data were derived.
 LG0674
 LG0674_MARKER: DB = BENCH MARK DISK
 LG0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0674_STAMPING: Z 172 1934
 LG0674_MARK LOGO: CGS
 LG0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0674+STABILITY: SURFACE MOTION
 LG0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0674+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 LG0674
 LG0674  HISTORY     - Date     Condition        Report By
 LG0674  HISTORY     - 1934     MONUMENTED       CGS
 LG0674  HISTORY     - 1941     GOOD             CGS
 LG0674  HISTORY     - 20050809 GOOD             GEOCAC
 LG0674  HISTORY     - 20070616 GOOD             INDIV
 LG0674
 LG0674                          STATION DESCRIPTION
 LG0674
 LG0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0674'AT GENEVA.
 LG0674'AT GENEVA, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0674'QUINCY RAILROAD, AT A ROAD CROSSING AND A CEMETERY, 51 FEET
 LG0674'WEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTH OF AN
 LG0674'IRON FENCE.  SET IN THE TOP OF A CONCRETE POST.
 LG0674
 LG0674                          STATION RECOVERY (1941)
 LG0674
 LG0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LG0674'RECOVERED IN GOOD CONDITION.
 LG0674
 LG0674                          STATION RECOVERY (2005)
 LG0674
 LG0674'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG0674'ALONG THE FORMER RIGHT OF WAY FOR THE CB AND Q RAILROAD, AT THE K
 LG0674'STREET ROAD CROSSING AND A CEMETERY, 51 FEET WEST OF THE CENTER LINE
 LG0674'OF THE RAILROAD RIGHT OF WAY, WSW OF THE A BRICK CORNER POST FOR THE
 LG0674'IRON FENCE, AND 2 FEET SOUTH OF A IRON FENCE.
 LG0674
 LG0674                          STATION RECOVERY (2007)
 LG0674
 LG0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 LG0674'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1208 ***********************************************************************
 LF1208  DESIGNATION -  Z 173
 LF1208  PID         -  LF1208
 LF1208  STATE/COUNTY-  NE/NEMAHA
 LF1208  COUNTRY     -  US
 LF1208  USGS QUAD   -  BROCK (2017)
 LF1208
 LF1208                         *CURRENT SURVEY CONTROL
 LF1208  ______________________________________________________________________
 LF1208* NAD 83(1986) POSITION- 40 24 48.2    (N) 095 59 50.2    (W)   HD_HELD2
 LF1208* NAVD 88 ORTHO HEIGHT -   378.824 (meters)     1242.86  (feet) ADJUSTED
 LF1208  ______________________________________________________________________
 LF1208  GEOID HEIGHT    -        -29.002 (meters)                     GEOID18
 LF1208  DYNAMIC HEIGHT  -        378.622 (meters)     1242.20  (feet) COMP
 LF1208  MODELED GRAVITY -    980,078.7   (mgal)                       NAVD 88
 LF1208
 LF1208  VERT ORDER      -  SECOND    CLASS 0
 LF1208
 LF1208.The horizontal coordinates were established by autonomous hand held GPS
 LF1208.observations and have an estimated accuracy of +/- 10 meters.
 LF1208
 LF1208.The orthometric height was determined by differential leveling and
 LF1208.adjusted by the NATIONAL GEODETIC SURVEY
 LF1208.in June 1991.
 LF1208
 LF1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1208.GEOID18 height accuracy estimate available here.
 LF1208
 LF1208.Click photographs - Photos may exist for this station.
 LF1208
 LF1208.The dynamic height is computed by dividing the NAVD 88
 LF1208.geopotential number by the normal gravity value computed on the
 LF1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1208.degrees latitude (g = 980.6199 gals.).
 LF1208
 LF1208.The modeled gravity was interpolated from observed gravity values.
 LF1208
 LF1208;                    North         East    Units  Estimated Accuracy
 LF1208;SPC NE       -    72,266.      839,562.      MT  (+/- 10 meters HH2 GPS)
 LF1208
 LF1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4568477955(NAD 83)
 LF1208
 LF1208                          SUPERSEDED SURVEY CONTROL
 LF1208
 LF1208  NGVD 29 (??/??/92)  378.732  (m)         1242.56   (f) ADJ UNCH    2 0
 LF1208
 LF1208.Superseded values are not recommended for survey control.
 LF1208
 LF1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1208.See file dsdata.pdf to determine how the superseded data were derived.
 LF1208
 LF1208_MARKER: DB = BENCH MARK DISK
 LF1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1208_SP_SET: TOWER FOOTING
 LF1208_STAMPING: Z 173 1934
 LF1208_MARK LOGO: CGS
 LF1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1208+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 LF1208
 LF1208  HISTORY     - Date     Condition        Report By
 LF1208  HISTORY     - 1934     MONUMENTED       CGS
 LF1208  HISTORY     - 20200214 GOOD             JORSUR
 LF1208  HISTORY     - 20201022 GOOD             NEGS
 LF1208
 LF1208                          STATION DESCRIPTION
 LF1208
 LF1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF1208'AT JOHNSON.
 LF1208'AT JOHNSON, NEMAHA COUNTY, IN THE AMERICAN LEGION PARK, 3 BLOCKS
 LF1208'NORTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 200 YARDS
 LF1208'NORTH OF A PUBLIC SCHOOL, AT THE CITY WATER TOWER, AND IN THE
 LF1208'NORTHWEST CONCRETE FOOTING.  A STANDARD DISK, STAMPED Z 173 1934.
 LF1208
 LF1208                          STATION RECOVERY (2020)
 LF1208
 LF1208'RECOVERY NOTE BY JORGENSEN SURVEYING 2020 (BAJ)
 LF1208'RECOVERED IN GOOD CONDITION.
 LF1208
 LF1208                          STATION RECOVERY (2020)
 LF1208
 LF1208'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LF1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0357 ***********************************************************************
 LG0357  DESIGNATION -  Z 174
 LG0357  PID         -  LG0357
 LG0357  STATE/COUNTY-  NE/LANCASTER
 LG0357  COUNTRY     -  US
 LG0357  USGS QUAD   -  CORTLAND (2017)
 LG0357
 LG0357                         *CURRENT SURVEY CONTROL
 LG0357  ______________________________________________________________________
 LG0357* NAD 83(2011) POSITION- 40 36 37.90156(N) 096 41 54.87228(W)   ADJUSTED
 LG0357* NAD 83(2011) ELLIP HT-   376.900 (meters)        (06/27/12)   ADJUSTED
 LG0357* NAD 83(2011) EPOCH   -  2010.00
 LG0357* NAVD 88 ORTHO HEIGHT -   402.960 (meters)     1322.04  (feet) ADJUSTED
 LG0357  ______________________________________________________________________
 LG0357  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 LG0357  NAD 83(2011) X  -   -565,633.143 (meters)                     COMP
 LG0357  NAD 83(2011) Y  - -4,816,038.702 (meters)                     COMP
 LG0357  NAD 83(2011) Z  -  4,129,930.474 (meters)                     COMP
 LG0357  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LG0357  DYNAMIC HEIGHT  -        402.779 (meters)     1321.45  (feet) COMP
 LG0357  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 LG0357
 LG0357  VERT ORDER      -  SECOND    CLASS 0
 LG0357
 LG0357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LG0357  Standards:
 LG0357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LG0357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LG0357  -------------------------------------------------------------------
 LG0357  NETWORK    0.61   0.65           0.27   0.23   0.33     -0.01589866
 LG0357  -------------------------------------------------------------------
 LG0357  Click here for local accuracies and other accuracy information.
 LG0357
 LG0357.The horizontal coordinates were established by GPS observations
 LG0357.and adjusted by the National Geodetic Survey in June 2012.
 LG0357
 LG0357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LG0357.been affixed to the stable North American tectonic plate. See 
 LG0357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LG0357
 LG0357.The horizontal coordinates are valid at the epoch date displayed above
 LG0357.which is a decimal equivalence of Year/Month/Day.
 LG0357
 LG0357.The orthometric height was determined by differential leveling and
 LG0357.adjusted by the NATIONAL GEODETIC SURVEY
 LG0357.in June 1991.
 LG0357
 LG0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0357.GEOID18 height accuracy estimate available here.
 LG0357
 LG0357.Click photographs - Photos may exist for this station.
 LG0357
 LG0357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0357
 LG0357.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0357
 LG0357.The ellipsoidal height was determined by GPS observations
 LG0357.and is referenced to NAD 83.
 LG0357
 LG0357.The dynamic height is computed by dividing the NAVD 88
 LG0357.geopotential number by the normal gravity value computed on the
 LG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0357.degrees latitude (g = 980.6199 gals.).
 LG0357
 LG0357.The modeled gravity was interpolated from observed gravity values.
 LG0357
 LG0357. The following values were computed from the NAD 83(2011) position.
 LG0357
 LG0357;                    North         East     Units Scale Factor Converg.
 LG0357;SPC NE       -    91,624.019   779,265.097   MT  0.99977964   +2 11 16.2
 LG0357;SPC NE       -   300,603.14  2,556,638.91   sFT  0.99977964   +2 11 16.2
 LG0357;UTM  14      - 4,498,069.424   694,696.247   MT  1.00006661   +1 29 54.6
 LG0357
 LG0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0357!SPC NE       -   0.99994088  x   0.99977964  =   0.99972053
 LG0357!UTM  14      -   0.99994088  x   1.00006661  =   1.00000749
 LG0357
 LG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9469698069(NAD 83)
 LG0357
 LG0357                          SUPERSEDED SURVEY CONTROL
 LG0357
 LG0357  NAD 83(2007)-  40 36 37.90157(N)    096 41 54.87277(W) AD(2002.00) 0
 LG0357  ELLIP H (02/10/07)  376.919  (m)                       GP(2002.00)    
 LG0357  NAD 83(1995)-  40 36 37.90143(N)    096 41 54.87216(W) AD(       ) B
 LG0357  ELLIP H (03/30/05)  376.887  (m)                       GP(       ) 3 1
 LG0357  NAVD 88             402.96   (m)         1322.0    (f) LEVELING    3  
 LG0357  NGVD 29 (??/??/92)  402.867  (m)         1321.74   (f) ADJ UNCH    2 0
 LG0357
 LG0357.Superseded values are not recommended for survey control.
 LG0357
 LG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0357.See file dsdata.pdf to determine how the superseded data were derived.
 LG0357
 LG0357_MARKER: DB = BENCH MARK DISK
 LG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0357_STAMPING: Z 174 1934
 LG0357_MARK LOGO: CGS
 LG0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0357+STABILITY: SURFACE MOTION
 LG0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0357+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0357
 LG0357  HISTORY     - Date     Condition        Report By
 LG0357  HISTORY     - 1934     MONUMENTED       CGS
 LG0357  HISTORY     - 1960     GOOD             CGS
 LG0357  HISTORY     - 1985     MARK NOT FOUND   NGS
 LG0357  HISTORY     - 19870518 POOR             NGS
 LG0357  HISTORY     - 2002     GOOD             NEDR
 LG0357
 LG0357                          STATION DESCRIPTION
 LG0357
 LG0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0357'2.6 MI N FROM PRINCETON.
 LG0357'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0357'AT PRINCETON, LANCASTER COUNTY, 5 POLES SOUTH OF A MILEPOST, AT
 LG0357'A ROAD CROSSING, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 42
 LG0357'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 5 FEET EAST OF A
 LG0357'FENCE CORNER.  A STANDARD DISK, STAMPED Z 174 1934 AND SET IN THE
 LG0357'TOP OF A CONCRETE POST.
 LG0357
 LG0357                          STATION RECOVERY (1960)
 LG0357
 LG0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LG0357'RECOVERED IN GOOD CONDITION.
 LG0357
 LG0357                          STATION RECOVERY (1985)
 LG0357
 LG0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0357'MARK NOT FOUND.
 LG0357
 LG0357                          STATION RECOVERY (1987)
 LG0357
 LG0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0357'RECOVERED IN GOOD CONDITION, 4.83 KM (3.00 MI) SOUTH ALONG
 LG0357'U.S. HIGHWAY 77, FROM THE JUNCTION WITH STATE HIGHWAY 33 WHICH IS
 LG0357'ABOUT 3.2 KM (2.00 MI) WEST OF ROCA, TO A GRADED CROSSROAD,
 LG0357'STAGECOACH ROAD, THEN LEFT AND EAST ALONG STAGECOACH ROAD FOR 0.64 KM
 LG0357'(0.40 MI) TO A RAILROAD CROSSING AND THE MARK ON THE LEFT, 14.02 M
 LG0357'(46.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE TRACK, 10.5 M
 LG0357'(34.4 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 1.55 M (5.1 FT) EAST
 LG0357'FROM AN OLD CONCRETE FENCE POST AND THE SOUTH END OF THE OLD
 LG0357'RIGHT-OF-WAY FENCE FOR THE RAILROAD, 0.37 M (1.2 FT) SOUTH FROM A
 LG0357'WITNESS POST AND RECESSED 0.09 M (0.3 FT) BELOW THE GROUND SURFACE.
 LG0357'THE REFERENCE TIES DISAGREE SOMEWHAT WITH PREVIOUS MEASUREMENTS AND
 LG0357'THE NEBRASKA DEPARTMENT OF ROADS LEVELING INDICATES A CHANGE IN
 LG0357'ELEVATION OF 0.33 FT HIGHER THAN PUBLISHED NAVD29.
 LG0357
 LG0357                          STATION RECOVERY (2002)
 LG0357
 LG0357'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0357'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0523 ***********************************************************************
 LF0523  DESIGNATION -  Z 175
 LF0523  PID         -  LF0523
 LF0523  STATE/COUNTY-  NE/RICHARDSON
 LF0523  COUNTRY     -  US
 LF0523  USGS QUAD   -  FALLS CITY (2017)
 LF0523
 LF0523                         *CURRENT SURVEY CONTROL
 LF0523  ______________________________________________________________________
 LF0523* NAD 83(1986) POSITION- 40 02 56.     (N) 095 36 04.     (W)   SCALED
 LF0523* NAVD 88 ORTHO HEIGHT -   274.569 (meters)      900.82  (feet) ADJUSTED
 LF0523  ______________________________________________________________________
 LF0523  GEOID HEIGHT    -        -30.472 (meters)                     GEOID18
 LF0523  DYNAMIC HEIGHT  -        274.416 (meters)      900.31  (feet) COMP
 LF0523  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 LF0523
 LF0523  VERT ORDER      -  SECOND    CLASS 0
 LF0523
 LF0523.The horizontal coordinates were scaled from a map and have
 LF0523.an estimated accuracy of +/- 6 seconds.
 LF0523
 LF0523.The orthometric height was determined by differential leveling and
 LF0523.adjusted by the NATIONAL GEODETIC SURVEY
 LF0523.in June 1991.
 LF0523
 LF0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0523.GEOID18 height accuracy estimate available here.
 LF0523
 LF0523.Click photographs - Photos may exist for this station.
 LF0523
 LF0523.The dynamic height is computed by dividing the NAVD 88
 LF0523.geopotential number by the normal gravity value computed on the
 LF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0523.degrees latitude (g = 980.6199 gals.).
 LF0523
 LF0523.The modeled gravity was interpolated from observed gravity values.
 LF0523
 LF0523;                    North         East    Units  Estimated Accuracy
 LF0523;SPC NE       -    33,480.      875,200.      MT  (+/- 180 meters Scaled)
 LF0523
 LF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE781364(NAD 83)
 LF0523
 LF0523                          SUPERSEDED SURVEY CONTROL
 LF0523
 LF0523  NGVD 29 (??/??/92)  274.488  (m)          900.55   (f) ADJ UNCH    2 0
 LF0523
 LF0523.Superseded values are not recommended for survey control.
 LF0523
 LF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0523.See file dsdata.pdf to determine how the superseded data were derived.
 LF0523
 LF0523_MARKER: DB = BENCH MARK DISK
 LF0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0523_SP_SET: FOOTING
 LF0523_STAMPING: Z 175 1934
 LF0523_MARK LOGO: CGS
 LF0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0523
 LF0523  HISTORY     - Date     Condition        Report By
 LF0523  HISTORY     - 1934     MONUMENTED       CGS
 LF0523  HISTORY     - 1948     GOOD             CGS
 LF0523
 LF0523                          STATION DESCRIPTION
 LF0523
 LF0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0523'AT FALLS CITY.
 LF0523'AT FALLS CITY, RICHARDSON COUNTY, ON THE MISSOURI PACIFIC
 LF0523'RAILROAD, ONE BLOCK EAST OF THE STATION, 4 RAILS WEST OF A
 LF0523'SWITCH-CONTROL BUILDING, 30 FEET SOUTHWEST OF THE CROSSING OF THE
 LF0523'CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE U.S. HIGHWAY
 LF0523'73 VIADUCT, AND IN THE FIRST CONCRETE FOOTING SOUTH OF THE
 LF0523'TRACK.  A STANDARD DISK, STAMPED Z 175 1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1528 ***********************************************************************
 LF1528  DESIGNATION -  Z 175 RESET
 LF1528  PID         -  LF1528
 LF1528  STATE/COUNTY-  NE/RICHARDSON
 LF1528  COUNTRY     -  US
 LF1528  USGS QUAD   -  FALLS CITY (2017)
 LF1528
 LF1528                         *CURRENT SURVEY CONTROL
 LF1528  ______________________________________________________________________
 LF1528* NAD 83(1986) POSITION- 40 02 56.     (N) 095 36 04.     (W)   SCALED
 LF1528* NAVD 88 ORTHO HEIGHT -   275.37  (meters)      903.4   (feet) RESET
 LF1528  ______________________________________________________________________
 LF1528  GEOID HEIGHT    -        -30.472 (meters)                     GEOID18
 LF1528  VERT ORDER      -  THIRD
 LF1528
 LF1528.The horizontal coordinates were scaled from a map and have
 LF1528.an estimated accuracy of +/- 6 seconds.
 LF1528
 LF1528.The orthometric height was computed from unverified reset data.
 LF1528
 LF1528.No vertical observational check was made to the station.
 LF1528
 LF1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1528.GEOID18 height accuracy estimate available here.
 LF1528
 LF1528.Click photographs - Photos may exist for this station.
 LF1528
 LF1528;                    North         East    Units  Estimated Accuracy
 LF1528;SPC NE       -    33,480.      875,200.      MT  (+/- 180 meters Scaled)
 LF1528
 LF1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE781364(NAD 83)
 LF1528
 LF1528                          SUPERSEDED SURVEY CONTROL
 LF1528
 LF1528  NGVD 29 (01/31/13)  275.29   (m)          903.2    (f) RESET       3  
 LF1528
 LF1528.Superseded values are not recommended for survey control.
 LF1528
 LF1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1528.See file dsdata.pdf to determine how the superseded data were derived.
 LF1528
 LF1528_MARKER: DV = VERTICAL CONTROL DISK
 LF1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1528_SP_SET: RADIO TOWER BASE
 LF1528_STAMPING: Z 175 RESET 1981
 LF1528_MARK LOGO: NGS
 LF1528_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1528+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 LF1528
 LF1528  HISTORY     - Date     Condition        Report By
 LF1528  HISTORY     - 1981     MONUMENTED       NGS
 LF1528  HISTORY     - 20080401 GOOD             INDIV
 LF1528
 LF1528                          STATION DESCRIPTION
 LF1528
 LF1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LF1528'IN FALLS CITY, AT THE SOUTH END OF STONE STREET, AT THE OLD
 LF1528'MISSOURI-PACIFIC RAILROAD STATION, 9.02 M (29.59 FT) NORTHWEST OF THE
 LF1528'NORTHEAST CORNER OF THE OLD STATION BUILDING, 6.89 M (22.60 FT) NORTH
 LF1528'OF THE NORTH WALL OF THE BUILDING AND IN THE CENTER OF THE EAST END
 LF1528'OF A 5 FOOT (1.5 M) BY 8 FOOT (2.4 M) BASE FOR THE RADIO TOWER FOR
 LF1528'THE MISSOURI-PACIFIC RAILROAD.
 LF1528
 LF1528                          STATION RECOVERY (2008)
 LF1528
 LF1528'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BAJ)
 LF1528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0198 ***********************************************************************
 LG0198  DESIGNATION -  Z 176
 LG0198  PID         -  LG0198
 LG0198  STATE/COUNTY-  NE/JOHNSON
 LG0198  COUNTRY     -  US
 LG0198  USGS QUAD   -  TECUMSEH NE (2017)
 LG0198
 LG0198                         *CURRENT SURVEY CONTROL
 LG0198  ______________________________________________________________________
 LG0198* NAD 83(1986) POSITION- 40 23 56.     (N) 096 05 07.     (W)   SCALED
 LG0198* NAVD 88 ORTHO HEIGHT -   373.181 (meters)     1224.34  (feet) ADJUSTED
 LG0198  ______________________________________________________________________
 LG0198  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 LG0198  DYNAMIC HEIGHT  -        372.979 (meters)     1223.68  (feet) COMP
 LG0198  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 LG0198
 LG0198  VERT ORDER      -  SECOND    CLASS 0
 LG0198
 LG0198.The horizontal coordinates were scaled from a map and have
 LG0198.an estimated accuracy of +/- 6 seconds.
 LG0198
 LG0198.The orthometric height was determined by differential leveling and
 LG0198.adjusted by the NATIONAL GEODETIC SURVEY
 LG0198.in June 1991.
 LG0198
 LG0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0198.GEOID18 height accuracy estimate available here.
 LG0198
 LG0198.Click photographs - Photos may exist for this station.
 LG0198
 LG0198.The dynamic height is computed by dividing the NAVD 88
 LG0198.geopotential number by the normal gravity value computed on the
 LG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0198.degrees latitude (g = 980.6199 gals.).
 LG0198
 LG0198.The modeled gravity was interpolated from observed gravity values.
 LG0198
 LG0198;                    North         East    Units  Estimated Accuracy
 LG0198;SPC NE       -    70,320.      832,170.      MT  (+/- 180 meters Scaled)
 LG0198
 LG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK473761(NAD 83)
 LG0198
 LG0198                          SUPERSEDED SURVEY CONTROL
 LG0198
 LG0198  NGVD 29 (??/??/92)  373.084  (m)         1224.03   (f) ADJ UNCH    2 0
 LG0198
 LG0198.Superseded values are not recommended for survey control.
 LG0198
 LG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0198.See file dsdata.pdf to determine how the superseded data were derived.
 LG0198
 LG0198_MARKER: DB = BENCH MARK DISK
 LG0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0198_SP_SET: BRIDGE
 LG0198_STAMPING: Z 176 1934
 LG0198_MARK LOGO: CGS
 LG0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0198
 LG0198  HISTORY     - Date     Condition        Report By
 LG0198  HISTORY     - 1934     MONUMENTED       CGS
 LG0198  HISTORY     - 1980     GOOD             LOCSUR
 LG0198
 LG0198                          STATION DESCRIPTION
 LG0198
 LG0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0198'AT GRAF.
 LG0198'AT GRAF, JOHNSON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0198'RAILROAD, 140 FEET SOUTH OF THE SOUTH SIDE OF THE STATION, 11
 LG0198'RAILS EAST OF MILEPOST 53, 200 FEET EAST OF AN ELEVATOR, 126 FEET
 LG0198'SOUTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE BRIDGE
 LG0198'CROSSING, A HIGHWAY, AND IN THE TOP OF THE WEST HEAD WALL.  A
 LG0198'STANDARD DISK, STAMPED Z 176 1934.
 LG0198
 LG0198                          STATION RECOVERY (1980)
 LG0198
 LG0198'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LG0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0519 ***********************************************************************
 LF0519  DESIGNATION -  Z 177
 LF0519  PID         -  LF0519
 LF0519  STATE/COUNTY-  NE/RICHARDSON
 LF0519  COUNTRY     -  US
 LF0519  USGS QUAD   -  SALEM (2017)
 LF0519
 LF0519                         *CURRENT SURVEY CONTROL
 LF0519  ______________________________________________________________________
 LF0519* NAD 83(1986) POSITION- 40 07 05.     (N) 095 38 51.     (W)   SCALED
 LF0519* NAVD 88 ORTHO HEIGHT -   278.549 (meters)      913.87  (feet) ADJUSTED
 LF0519  ______________________________________________________________________
 LF0519  GEOID HEIGHT    -        -30.333 (meters)                     GEOID18
 LF0519  DYNAMIC HEIGHT  -        278.395 (meters)      913.37  (feet) COMP
 LF0519  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 LF0519
 LF0519  VERT ORDER      -  SECOND    CLASS 0
 LF0519
 LF0519.The horizontal coordinates were scaled from a map and have
 LF0519.an estimated accuracy of +/- 6 seconds.
 LF0519
 LF0519.The orthometric height was determined by differential leveling and
 LF0519.adjusted by the NATIONAL GEODETIC SURVEY
 LF0519.in June 1991.
 LF0519
 LF0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0519.GEOID18 height accuracy estimate available here.
 LF0519
 LF0519.Click photographs - Photos may exist for this station.
 LF0519
 LF0519.The dynamic height is computed by dividing the NAVD 88
 LF0519.geopotential number by the normal gravity value computed on the
 LF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0519.degrees latitude (g = 980.6199 gals.).
 LF0519
 LF0519.The modeled gravity was interpolated from observed gravity values.
 LF0519
 LF0519;                    North         East    Units  Estimated Accuracy
 LF0519;SPC NE       -    40,950.      870,860.      MT  (+/- 180 meters Scaled)
 LF0519
 LF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE743442(NAD 83)
 LF0519
 LF0519                          SUPERSEDED SURVEY CONTROL
 LF0519
 LF0519  NGVD 29 (??/??/92)  278.476  (m)          913.63   (f) ADJ UNCH    2 0
 LF0519
 LF0519.Superseded values are not recommended for survey control.
 LF0519
 LF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0519.See file dsdata.pdf to determine how the superseded data were derived.
 LF0519
 LF0519_MARKER: DB = BENCH MARK DISK
 LF0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0519_SP_SET: BRIDGE
 LF0519_STAMPING: Z 177 1934
 LF0519_MARK LOGO: CGS
 LF0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0519+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2010
 LF0519
 LF0519  HISTORY     - Date     Condition        Report By
 LF0519  HISTORY     - 1934     MONUMENTED       CGS
 LF0519  HISTORY     - 20100317 GOOD             JORSUR
 LF0519
 LF0519                          STATION DESCRIPTION
 LF0519
 LF0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0519'4 MI SE FROM VERDON.
 LF0519'4.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0519'CROSSING OF STATE HIGHWAY 4 AT VERDON, RICHARDSON COUNTY, ONE
 LF0519'POLE EAST OF POLE 390/20, AT THE NORTHWEST CORNER OF CONCRETE
 LF0519'BRIDGE 141 OVER BIG MUDDY CREEK, AND IN THE TOP OF THE CONCRETE
 LF0519'ABUTMENT.  A STANDARD DISK, STAMPED Z 177 1934.
 LF0519
 LF0519                          STATION RECOVERY (2010)
 LF0519
 LF0519'RECOVERY NOTE BY JORGENSEN SURVEYING 2010
 LF0519'CONCRETE WING WALL HAS HORIZONTAL CRACK 18 INCHES BELOW MARK, RUNNING
 LF0519'FROM OUTSIDE EDGE OF WING WALL TO 12 INCHES FROM CAP.  MARK DOES NOT
 LF0519'SEEM TO HAVE BEEN AFFECTED BY CRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0162 ***********************************************************************
 NO0162  DESIGNATION -  Z 18
 NO0162  PID         -  NO0162
 NO0162  STATE/COUNTY-  NE/CHERRY
 NO0162  COUNTRY     -  US
 NO0162  USGS QUAD   -  VALENTINE SOUTH (2017)
 NO0162
 NO0162                         *CURRENT SURVEY CONTROL
 NO0162  ______________________________________________________________________
 NO0162* NAD 83(1986) POSITION- 42 47 50.99   (N) 100 32 04.75   (W)   HD_HELD1
 NO0162* NAVD 88 ORTHO HEIGHT -   813.319 (meters)     2668.36  (feet) ADJUSTED
 NO0162  ______________________________________________________________________
 NO0162  GEOID HEIGHT    -        -21.733 (meters)                     GEOID18
 NO0162  DYNAMIC HEIGHT  -        812.986 (meters)     2667.27  (feet) COMP
 NO0162  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 NO0162
 NO0162  VERT ORDER      -  FIRST     CLASS II
 NO0162
 NO0162.The horizontal coordinates were determined by differentially corrected
 NO0162.hand held GPS observations or other comparable positioning techniques
 NO0162.and have an estimated accuracy of +/- 3 meters.
 NO0162
 NO0162.The orthometric height was determined by differential leveling and
 NO0162.adjusted by the NATIONAL GEODETIC SURVEY
 NO0162.in June 1991.
 NO0162
 NO0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0162.GEOID18 height accuracy estimate available here.
 NO0162
 NO0162.Click photographs - Photos may exist for this station.
 NO0162
 NO0162.The dynamic height is computed by dividing the NAVD 88
 NO0162.geopotential number by the normal gravity value computed on the
 NO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0162.degrees latitude (g = 980.6199 gals.).
 NO0162
 NO0162.The modeled gravity was interpolated from observed gravity values.
 NO0162
 NO0162;                    North         East    Units  Estimated Accuracy
 NO0162;SPC NE       -   329,261.3     456,265.1     MT  (+/- 3 meters HH1 GPS) 
 NO0162
 NO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7450139469(NAD 83)
 NO0162
 NO0162                          SUPERSEDED SURVEY CONTROL
 NO0162
 NO0162  NGVD 29 (??/??/92)  813.041  (m)         2667.45   (f) ADJ UNCH    1 2
 NO0162
 NO0162.Superseded values are not recommended for survey control.
 NO0162
 NO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0162.See file dsdata.pdf to determine how the superseded data were derived.
 NO0162
 NO0162_MARKER: DB = BENCH MARK DISK
 NO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0162_STAMPING: 2667.452 Z 18 1933
 NO0162_MARK LOGO: CGS
 NO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0162+STABILITY: SURFACE MOTION
 NO0162
 NO0162  HISTORY     - Date     Condition        Report By
 NO0162  HISTORY     - 1933     MONUMENTED       CGS
 NO0162  HISTORY     - 1934     GOOD             CGS
 NO0162  HISTORY     - 1946     GOOD             CGS
 NO0162  HISTORY     - 1980     MARK NOT FOUND   USGS
 NO0162  HISTORY     - 19910803 MARK NOT FOUND   NGS
 NO0162
 NO0162                          STATION DESCRIPTION
 NO0162
 NO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0162'8 MI SW FROM VALENTINE.
 NO0162'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0162'VALENTINE, CHERRY COUNTY, THENCE 0.8 MILE WEST ALONG A FARM
 NO0162'ROAD, 0.5 MILE NORTH OF SCHLAGEL SCHOOL, 0.4 MILE NORTH OF A
 NO0162'FARM RESIDENCE, 147 FEET NORTH OF AN EAST-AND-WEST ROAD, 33 FEET
 NO0162'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 3 FEET EAST
 NO0162'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN
 NO0162'WITNESS POST.  A STANDARD DISK, STAMPED 2667.452 Z 18 1933 AND
 NO0162'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NO0162'GROUND.
 NO0162
 NO0162                          STATION RECOVERY (1946)
 NO0162
 NO0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NO0162'RECOVERED IN GOOD CONDITION.
 NO0162
 NO0162                          STATION RECOVERY (1980)
 NO0162
 NO0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0162'THE OLD HIGHWAY HAS BEEN REBUILT AND THE R/W FENCES HAVE BEEN
 NO0162'CHANGED. THE AREA DESCRIBED IS BELIEVED TO NOW BE UNDER CULTIVATION.
 NO0162
 NO0162                          STATION RECOVERY (1991)
 NO0162
 NO0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0162'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0286 ***********************************************************************
 NN0286  DESIGNATION -  Z 19
 NN0286  PID         -  NN0286
 NN0286  STATE/COUNTY-  NE/BOYD
 NN0286  COUNTRY     -  US
 NN0286  USGS QUAD   -  BUTTE (2017)
 NN0286
 NN0286                         *CURRENT SURVEY CONTROL
 NN0286  ______________________________________________________________________
 NN0286* NAD 83(1986) POSITION- 42 54 56.     (N) 098 52 19.     (W)   SCALED
 NN0286* NAVD 88 ORTHO HEIGHT -   538.653 (meters)     1767.23  (feet) ADJUSTED
 NN0286  ______________________________________________________________________
 NN0286  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 NN0286  DYNAMIC HEIGHT  -        538.458 (meters)     1766.59  (feet) COMP
 NN0286  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 NN0286
 NN0286  VERT ORDER      -  FIRST     CLASS II
 NN0286
 NN0286.The horizontal coordinates were scaled from a map and have
 NN0286.an estimated accuracy of +/- 6 seconds.
 NN0286
 NN0286.The orthometric height was determined by differential leveling and
 NN0286.adjusted by the NATIONAL GEODETIC SURVEY
 NN0286.in June 1991.
 NN0286
 NN0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0286.GEOID18 height accuracy estimate available here.
 NN0286
 NN0286.Click photographs - Photos may exist for this station.
 NN0286
 NN0286.The dynamic height is computed by dividing the NAVD 88
 NN0286.geopotential number by the normal gravity value computed on the
 NN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0286.degrees latitude (g = 980.6199 gals.).
 NN0286
 NN0286.The modeled gravity was interpolated from observed gravity values.
 NN0286
 NN0286;                    North         East    Units  Estimated Accuracy
 NN0286;SPC NE       -   342,840.      592,100.      MT  (+/- 180 meters Scaled)
 NN0286
 NN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN104514(NAD 83)
 NN0286
 NN0286                          SUPERSEDED SURVEY CONTROL
 NN0286
 NN0286  NGVD 29 (??/??/92)  538.355  (m)         1766.25   (f) ADJ UNCH    1 2
 NN0286
 NN0286.Superseded values are not recommended for survey control.
 NN0286
 NN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0286.See file dsdata.pdf to determine how the superseded data were derived.
 NN0286
 NN0286_MARKER: DB = BENCH MARK DISK
 NN0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0286_STAMPING: 1766.253 Z 19 1933
 NN0286_MARK LOGO: CGS
 NN0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0286+STABILITY: SURFACE MOTION
 NN0286
 NN0286  HISTORY     - Date     Condition        Report By
 NN0286  HISTORY     - 1933     MONUMENTED       CGS
 NN0286
 NN0286                          STATION DESCRIPTION
 NN0286
 NN0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0286'1.8 MI W FROM BUTTE.
 NN0286'1-3/4 MILES WEST ALONG U.S. HIGHWAY 281 FROM BUTTE, BOYD COUNTY,
 NN0286'0.5 MILE EAST OF A TURN IN THE HIGHWAY, 100 YARDS WEST OF A
 NN0286'BRIDGE OVER A CREEK, 7 YARDS NORTH OF THE HIGHWAY, 4 YARDS
 NN0286'EAST OF AN ENTRANCE TO A FIELD, AND 1 YARD NORTH OF A FENCE.
 NN0286'A STANDARD DISK, STAMPED 1766.253 Z 19 1933 AND SET IN THE TOP
 NN0286'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0515 ***********************************************************************
 NN0515  DESIGNATION -  Z 2
 NN0515  PID         -  NN0515
 NN0515  STATE/COUNTY-  NE/BROWN
 NN0515  COUNTRY     -  US
 NN0515  USGS QUAD   -  AINSWORTH (2017)
 NN0515
 NN0515                         *CURRENT SURVEY CONTROL
 NN0515  ______________________________________________________________________
 NN0515* NAD 83(1986) POSITION- 42 32 41.     (N) 099 51 53.     (W)   SCALED
 NN0515* NAVD 88 ORTHO HEIGHT -   769.245 (meters)     2523.76  (feet) ADJUSTED
 NN0515  ______________________________________________________________________
 NN0515  GEOID HEIGHT    -        -22.604 (meters)                     GEOID18
 NN0515  DYNAMIC HEIGHT  -        768.920 (meters)     2522.70  (feet) COMP
 NN0515  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 NN0515
 NN0515  VERT ORDER      -  FIRST     CLASS II
 NN0515
 NN0515.The horizontal coordinates were scaled from a map and have
 NN0515.an estimated accuracy of +/- 6 seconds.
 NN0515
 NN0515.The orthometric height was determined by differential leveling and
 NN0515.adjusted by the NATIONAL GEODETIC SURVEY
 NN0515.in June 1991.
 NN0515
 NN0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0515.GEOID18 height accuracy estimate available here.
 NN0515
 NN0515.Click photographs - Photos may exist for this station.
 NN0515
 NN0515.The dynamic height is computed by dividing the NAVD 88
 NN0515.geopotential number by the normal gravity value computed on the
 NN0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0515.degrees latitude (g = 980.6199 gals.).
 NN0515
 NN0515.The modeled gravity was interpolated from observed gravity values.
 NN0515
 NN0515;                    North         East    Units  Estimated Accuracy
 NN0515;SPC NE       -   301,060.      511,110.      MT  (+/- 180 meters Scaled)
 NN0515
 NN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN289106(NAD 83)
 NN0515
 NN0515                          SUPERSEDED SURVEY CONTROL
 NN0515
 NN0515  NGVD 29 (??/??/92)  768.949  (m)         2522.79   (f) ADJ UNCH    1 2
 NN0515
 NN0515.Superseded values are not recommended for survey control.
 NN0515
 NN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0515.See file dsdata.pdf to determine how the superseded data were derived.
 NN0515
 NN0515_MARKER: H = DRILL HOLE
 NN0515_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0515
 NN0515  HISTORY     - Date     Condition        Report By
 NN0515  HISTORY     - 1901     MONUMENTED       CGS
 NN0515  HISTORY     - 1951     GOOD             CGS
 NN0515  HISTORY     - 19971128 MARK NOT FOUND   LOCSUR
 NN0515
 NN0515                          STATION DESCRIPTION
 NN0515
 NN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NN0515'AT AINSWORTH.
 NN0515'AT AINSWORTH, BROWN COUNTY, 200 YARDS WEST OF THE CHICAGO AND
 NN0515'NORTH WESTERN RAILWAY STATION, 50 YARDS NORTHEAST OF THE
 NN0515'INTERSECTION OF SOUTH OSBORNE AND WEST FRONT STREETS, 44.5 FEET
 NN0515'SOUTH OF THE POINT OF FROG AT THE THE JUNCTION OF THE NORTH
 NN0515'SIDETRACK AND THE MAIN TRACK, 40.9 FEET SOUTH OF THE CENTERLINE
 NN0515'OF THE MAIN TRACK, 25.8 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 NN0515'PASSING TRACK, AND IN LINE WITH A ROW OF POLES.  THE BOTTOM OF
 NN0515'A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A
 NN0515'LIMESTONE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0515
 NN0515                          STATION RECOVERY (1997)
 NN0515
 NN0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0515'BENCHMARK SHOULD BE CONSIDERED LOST.  THE RAILROAD STATION, TRACK, AND
 NN0515'POLES AS DESCRIBED IN THE STATION RECOVERY REPORT OF 1951 NO LONGER
 NN0515'EXIST.  A SEARCH WAS MADE BASED UPON DISTANCES FROM THE CENTER OF THE
 NN0515'FORMER RAILROAD GRADE AND STREETS, BUT NO MARK WAS FOUND.  SOME
 NN0515'GRADING PROBABLY TOOK PLACE IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0044 ***********************************************************************
 NO0044  DESIGNATION -  Z 20
 NO0044  PID         -  NO0044
 NO0044  STATE/COUNTY-  NE/CHERRY
 NO0044  COUNTRY     -  US
 NO0044  USGS QUAD   -  CORNELL DAM (2017)
 NO0044
 NO0044                         *CURRENT SURVEY CONTROL
 NO0044  ______________________________________________________________________
 NO0044* NAD 83(1986) POSITION- 42 53 39.36   (N) 100 28 35.25   (W)   HD_HELD1
 NO0044* NAVD 88 ORTHO HEIGHT -   749.791 (meters)     2459.94  (feet) ADJUSTED
 NO0044  ______________________________________________________________________
 NO0044  GEOID HEIGHT    -        -22.124 (meters)                     GEOID18
 NO0044  DYNAMIC HEIGHT  -        749.494 (meters)     2458.96  (feet) COMP
 NO0044  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 NO0044
 NO0044  VERT ORDER      -  FIRST     CLASS II
 NO0044
 NO0044.The horizontal coordinates were determined by differentially corrected
 NO0044.hand held GPS observations or other comparable positioning techniques
 NO0044.and have an estimated accuracy of +/- 3 meters.
 NO0044
 NO0044.The orthometric height was determined by differential leveling and
 NO0044.adjusted by the NATIONAL GEODETIC SURVEY
 NO0044.in June 1991.
 NO0044
 NO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0044.GEOID18 height accuracy estimate available here.
 NO0044
 NO0044.Click photographs - Photos may exist for this station.
 NO0044
 NO0044.The dynamic height is computed by dividing the NAVD 88
 NO0044.geopotential number by the normal gravity value computed on the
 NO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0044.degrees latitude (g = 980.6199 gals.).
 NO0044
 NO0044.The modeled gravity was interpolated from observed gravity values.
 NO0044
 NO0044;                    North         East    Units  Estimated Accuracy
 NO0044;SPC NE       -   339,982.7     461,084.6     MT  (+/- 3 meters HH1 GPS) 
 NO0044
 NO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7944950130(NAD 83)
 NO0044
 NO0044                          SUPERSEDED SURVEY CONTROL
 NO0044
 NO0044  NGVD 29 (??/??/92)  749.508  (m)         2459.01   (f) ADJ UNCH    1 2
 NO0044
 NO0044.Superseded values are not recommended for survey control.
 NO0044
 NO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0044.See file dsdata.pdf to determine how the superseded data were derived.
 NO0044
 NO0044_MARKER: DB = BENCH MARK DISK
 NO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0044_STAMPING: 2459.011 Z 20 1933
 NO0044_MARK LOGO: CGS
 NO0044_PROJECTION: FLUSH
 NO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0044+STABILITY: SURFACE MOTION
 NO0044
 NO0044  HISTORY     - Date     Condition        Report By
 NO0044  HISTORY     - 1933     MONUMENTED       CGS
 NO0044  HISTORY     - 1934     GOOD             CGS
 NO0044
 NO0044                          STATION DESCRIPTION
 NO0044
 NO0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0044'5 MI E FROM VALENTINE.
 NO0044'5 MILES EAST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE, AT
 NO0044'VALENTINE, CHERRY COUNTY, AT THE NIOBRARA GAME PRESERVE OFFICE,
 NO0044'IN THE FRONT YARD, 17 FEET NORTH OF A POINT 53 FEET WEST OF THE
 NO0044'NORTHWEST CORNER OF THE OFFICE BUILDING, 40 FEET EAST OF AN
 NO0044'IRON-PIPE FLAGPOLE SET IN A CIRCULAR CONCRETE BASE, 24 FEET
 NO0044'SOUTH OF A FIRE HYDRANT, AND JUST WEST OF A WOVEN WIRE FENCE
 NO0044'WITH IRON POSTS.  A STANDARD DISK, STAMPED 2459.011 Z 20 1933 AND
 NO0044'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0060 ***********************************************************************
 LJ0060  DESIGNATION -  Z 200
 LJ0060  PID         -  LJ0060
 LJ0060  STATE/COUNTY-  NE/RED WILLOW
 LJ0060  COUNTRY     -  US
 LJ0060  USGS QUAD   -  DANBURY (2017)
 LJ0060
 LJ0060                         *CURRENT SURVEY CONTROL
 LJ0060  ______________________________________________________________________
 LJ0060* NAD 83(1986) POSITION- 40 02 21.     (N) 100 24 20.     (W)   SCALED
 LJ0060* NAVD 88 ORTHO HEIGHT -   754.919 (meters)     2476.76  (feet) ADJUSTED
 LJ0060  ______________________________________________________________________
 LJ0060  GEOID HEIGHT    -        -24.380 (meters)                     GEOID18
 LJ0060  DYNAMIC HEIGHT  -        754.405 (meters)     2475.08  (feet) COMP
 LJ0060  MODELED GRAVITY -    979,920.0   (mgal)                       NAVD 88
 LJ0060
 LJ0060  VERT ORDER      -  SECOND    CLASS 0
 LJ0060
 LJ0060.The horizontal coordinates were scaled from a map and have
 LJ0060.an estimated accuracy of +/- 6 seconds.
 LJ0060
 LJ0060.The orthometric height was determined by differential leveling and
 LJ0060.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0060.in June 1991.
 LJ0060
 LJ0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0060.GEOID18 height accuracy estimate available here.
 LJ0060
 LJ0060.Click photographs - Photos may exist for this station.
 LJ0060
 LJ0060.The dynamic height is computed by dividing the NAVD 88
 LJ0060.geopotential number by the normal gravity value computed on the
 LJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0060.degrees latitude (g = 980.6199 gals.).
 LJ0060
 LJ0060.The modeled gravity was interpolated from observed gravity values.
 LJ0060
 LJ0060;                    North         East    Units  Estimated Accuracy
 LJ0060;SPC NE       -    22,940.      465,390.      MT  (+/- 180 meters Scaled)
 LJ0060
 LJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK800330(NAD 83)
 LJ0060
 LJ0060                          SUPERSEDED SURVEY CONTROL
 LJ0060
 LJ0060  NGVD 29 (??/??/92)  754.618  (m)         2475.78   (f) ADJ UNCH    2 0
 LJ0060
 LJ0060.Superseded values are not recommended for survey control.
 LJ0060
 LJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0060.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0060
 LJ0060_MARKER: DB = BENCH MARK DISK
 LJ0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0060_SP_SET: BUILDING WALL
 LJ0060_STAMPING: Z 200 1934
 LJ0060_MARK LOGO: CGS
 LJ0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0060
 LJ0060  HISTORY     - Date     Condition        Report By
 LJ0060  HISTORY     - 1934     MONUMENTED       CGS
 LJ0060
 LJ0060                          STATION DESCRIPTION
 LJ0060
 LJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0060'4.3 MI E FROM MARION.
 LJ0060'4.3 MILES EAST OF BURLINGTON STATION AT MARION AT DANBURY, 2
 LJ0060'FEET NORTH OF MAIN ENTRANCE OF BANK BUILDING, 4 FEET SOUTH OF
 LJ0060'LARGE WINDOW AND 4 FEET ABOVE SIDE-WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0860 ***********************************************************************
 ML0860  DESIGNATION -  Z 206
 ML0860  PID         -  ML0860
 ML0860  STATE/COUNTY-  NE/CUSTER
 ML0860  COUNTRY     -  US
 ML0860  USGS QUAD   -  ANSELMO (2017)
 ML0860
 ML0860                         *CURRENT SURVEY CONTROL
 ML0860  ______________________________________________________________________
 ML0860* NAD 83(1986) POSITION- 41 35 53.     (N) 099 50 26.     (W)   SCALED
 ML0860* NAVD 88 ORTHO HEIGHT -   791.491 (meters)     2596.75  (feet) ADJUSTED
 ML0860  ______________________________________________________________________
 ML0860  GEOID HEIGHT    -        -22.432 (meters)                     GEOID18
 ML0860  DYNAMIC HEIGHT  -        791.081 (meters)     2595.40  (feet) COMP
 ML0860  MODELED GRAVITY -    980,078.2   (mgal)                       NAVD 88
 ML0860
 ML0860  VERT ORDER      -  SECOND    CLASS 0
 ML0860
 ML0860.The horizontal coordinates were scaled from a map and have
 ML0860.an estimated accuracy of +/- 6 seconds.
 ML0860
 ML0860.The orthometric height was determined by differential leveling and
 ML0860.adjusted by the NATIONAL GEODETIC SURVEY
 ML0860.in June 1991.
 ML0860
 ML0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0860.GEOID18 height accuracy estimate available here.
 ML0860
 ML0860.Click photographs - Photos may exist for this station.
 ML0860
 ML0860.The dynamic height is computed by dividing the NAVD 88
 ML0860.geopotential number by the normal gravity value computed on the
 ML0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0860.degrees latitude (g = 980.6199 gals.).
 ML0860
 ML0860.The modeled gravity was interpolated from observed gravity values.
 ML0860
 ML0860;                    North         East    Units  Estimated Accuracy
 ML0860;SPC NE       -   195,940.      513,290.      MT  (+/- 180 meters Scaled)
 ML0860
 ML0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM299054(NAD 83)
 ML0860
 ML0860                          SUPERSEDED SURVEY CONTROL
 ML0860
 ML0860  NGVD 29 (??/??/92)  791.209  (m)         2595.82   (f) ADJ UNCH    2 0
 ML0860
 ML0860.Superseded values are not recommended for survey control.
 ML0860
 ML0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0860.See file dsdata.pdf to determine how the superseded data were derived.
 ML0860
 ML0860_MARKER: DB = BENCH MARK DISK
 ML0860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0860_SP_SET: CULVERT HEADWALL
 ML0860_STAMPING: Z 206 1939
 ML0860_MARK LOGO: CGS
 ML0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0860+STABILITY: SURFACE MOTION
 ML0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0860+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 ML0860
 ML0860  HISTORY     - Date     Condition        Report By
 ML0860  HISTORY     - 1939     MONUMENTED       CGS
 ML0860  HISTORY     - 1950     GOOD             CGS
 ML0860  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0860  HISTORY     - 20210526 GOOD             NEGS
 ML0860
 ML0860                          STATION DESCRIPTION
 ML0860
 ML0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0860'2 MI SE FROM ANSELMO.
 ML0860'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0860'RAILROAD FROM THE STATION AT ANSELMO, 9 FEET NORTHEAST OF THE
 ML0860'NORTHEAST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 ML0860'NORTHEAST HEADWALL OF RAILROAD CULVERT 193.70.
 ML0860
 ML0860                          STATION RECOVERY (1984)
 ML0860
 ML0860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0860'MARK NOT FOUND.
 ML0860
 ML0860                          STATION RECOVERY (2021)
 ML0860
 ML0860'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (DM)
 ML0860'DUE TO THE MARK'S CLOSE PROXIMITY TO A SET OF RAILROAD TRACKS,
 ML0860'OCCUPATION IS NOT RECOMMENDED.  THE 1950 STATION DESCRIPTION IS STILL
 ML0860'VIABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0004 ***********************************************************************
 LG0004  DESIGNATION -  Z 207
 LG0004  PID         -  LG0004
 LG0004  STATE/COUNTY-  NE/OTOE
 LG0004  COUNTRY     -  US
 LG0004  USGS QUAD   -  DUNBAR (2017)
 LG0004
 LG0004                         *CURRENT SURVEY CONTROL
 LG0004  ______________________________________________________________________
 LG0004* NAD 83(1986) POSITION- 40 40 23.     (N) 096 02 34.     (W)   SCALED
 LG0004* NAVD 88 ORTHO HEIGHT -   325.425 (meters)     1067.67  (feet) ADJUSTED
 LG0004  ______________________________________________________________________
 LG0004  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 LG0004  DYNAMIC HEIGHT  -        325.256 (meters)     1067.11  (feet) COMP
 LG0004  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 LG0004
 LG0004  VERT ORDER      -  FIRST     CLASS II
 LG0004
 LG0004.The horizontal coordinates were scaled from a map and have
 LG0004.an estimated accuracy of +/- 6 seconds.
 LG0004
 LG0004.The orthometric height was determined by differential leveling and
 LG0004.adjusted by the NATIONAL GEODETIC SURVEY
 LG0004.in June 1991.
 LG0004
 LG0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0004.GEOID18 height accuracy estimate available here.
 LG0004
 LG0004.Click photographs - Photos may exist for this station.
 LG0004
 LG0004.The dynamic height is computed by dividing the NAVD 88
 LG0004.geopotential number by the normal gravity value computed on the
 LG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0004.degrees latitude (g = 980.6199 gals.).
 LG0004
 LG0004.The modeled gravity was interpolated from observed gravity values.
 LG0004
 LG0004;                    North         East    Units  Estimated Accuracy
 LG0004;SPC NE       -   100,890.      834,390.      MT  (+/- 180 meters Scaled)
 LG0004
 LG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL499066(NAD 83)
 LG0004
 LG0004                          SUPERSEDED SURVEY CONTROL
 LG0004
 LG0004  NGVD 29 (??/??/92)  325.307  (m)         1067.28   (f) ADJ UNCH    1 2
 LG0004
 LG0004.Superseded values are not recommended for survey control.
 LG0004
 LG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0004.See file dsdata.pdf to determine how the superseded data were derived.
 LG0004
 LG0004_MARKER: DB = BENCH MARK DISK
 LG0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0004_SP_SET: CULVERT HEADWALL
 LG0004_STAMPING: Z 207 1940
 LG0004_MARK LOGO: CGS
 LG0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0004+STABILITY: SURFACE MOTION
 LG0004
 LG0004  HISTORY     - Date     Condition        Report By
 LG0004  HISTORY     - 1940     MONUMENTED       CGS
 LG0004  HISTORY     - 1947     GOOD             CGS
 LG0004
 LG0004                          STATION DESCRIPTION
 LG0004
 LG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0004'1.1 MI W FROM DUNBAR.
 LG0004'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0004'FROM THE STATION AT DUNBAR, OTOE COUNTY, 800 FEET WEST OF MILEPOST
 LG0004'17, 400 FEET EAST OF A STATION-ONE-MILE SIGN, AT A 6-FOOT
 LG0004'CONCRETE-PIPE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 LG0004'HEADWALL, AND 16.5 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 LG0004'STANDARD DISK, STAMPED Z 207 1940.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0328 ***********************************************************************
 LG0328  DESIGNATION -  Z 208
 LG0328  PID         -  LG0328
 LG0328  STATE/COUNTY-  NE/LANCASTER
 LG0328  COUNTRY     -  US
 LG0328  USGS QUAD   -  DENTON (2017)
 LG0328
 LG0328                         *CURRENT SURVEY CONTROL
 LG0328  ______________________________________________________________________
 LG0328* NAD 83(1986) POSITION- 40 42 13.     (N) 096 52 18.     (W)   SCALED
 LG0328* NAVD 88 ORTHO HEIGHT -   393.356 (meters)     1290.54  (feet) ADJUSTED
 LG0328  ______________________________________________________________________
 LG0328  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 LG0328  DYNAMIC HEIGHT  -        393.167 (meters)     1289.92  (feet) COMP
 LG0328  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 LG0328
 LG0328  VERT ORDER      -  FIRST     CLASS II
 LG0328
 LG0328.The horizontal coordinates were scaled from a map and have
 LG0328.an estimated accuracy of +/- 6 seconds.
 LG0328
 LG0328.The orthometric height was determined by differential leveling and
 LG0328.adjusted by the NATIONAL GEODETIC SURVEY
 LG0328.in June 1991.
 LG0328
 LG0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0328.GEOID18 height accuracy estimate available here.
 LG0328
 LG0328.Click photographs - Photos may exist for this station.
 LG0328
 LG0328.The dynamic height is computed by dividing the NAVD 88
 LG0328.geopotential number by the normal gravity value computed on the
 LG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0328.degrees latitude (g = 980.6199 gals.).
 LG0328
 LG0328.The modeled gravity was interpolated from observed gravity values.
 LG0328
 LG0328;                    North         East    Units  Estimated Accuracy
 LG0328;SPC NE       -   101,410.      764,260.      MT  (+/- 180 meters Scaled)
 LG0328
 LG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL798080(NAD 83)
 LG0328
 LG0328                          SUPERSEDED SURVEY CONTROL
 LG0328
 LG0328  NGVD 29 (??/??/92)  393.235  (m)         1290.14   (f) ADJ UNCH    1 2
 LG0328
 LG0328.Superseded values are not recommended for survey control.
 LG0328
 LG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0328.See file dsdata.pdf to determine how the superseded data were derived.
 LG0328
 LG0328_MARKER: DB = BENCH MARK DISK
 LG0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0328_STAMPING: Z 208 1940
 LG0328_MARK LOGO: CGS
 LG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0328+STABILITY: SURFACE MOTION
 LG0328
 LG0328  HISTORY     - Date     Condition        Report By
 LG0328  HISTORY     - 1940     MONUMENTED       CGS
 LG0328  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0328
 LG0328                          STATION DESCRIPTION
 LG0328
 LG0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0328'3 MI SW FROM DENTON.
 LG0328'3.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0328'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 0.3
 LG0328'MILE SOUTHWEST OF MILEPOST 72, 850 FEET SOUTHWEST OF A STONE
 LG0328'CULVERT, 125 FEET NORTHEAST OF A HANDCAR SET-OFF, 98.5 FEET
 LG0328'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF A
 LG0328'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z 208 1940
 LG0328'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LG0328'ABOVE GROUND.
 LG0328
 LG0328                          STATION RECOVERY (1991)
 LG0328
 LG0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0328'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0637 ***********************************************************************
 LG0637  DESIGNATION -  Z 209
 LG0637  PID         -  LG0637
 LG0637  STATE/COUNTY-  NE/FILLMORE
 LG0637  COUNTRY     -  US
 LG0637  USGS QUAD   -  FAIRMONT (2017)
 LG0637
 LG0637                         *CURRENT SURVEY CONTROL
 LG0637  ______________________________________________________________________
 LG0637* NAD 83(1986) POSITION- 40 38 30.     (N) 097 30 39.     (W)   SCALED
 LG0637* NAVD 88 ORTHO HEIGHT -   492.187 (meters)     1614.78  (feet) ADJUSTED
 LG0637  ______________________________________________________________________
 LG0637  GEOID HEIGHT    -        -26.669 (meters)                     GEOID18
 LG0637  DYNAMIC HEIGHT  -        491.917 (meters)     1613.90  (feet) COMP
 LG0637  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 LG0637
 LG0637  VERT ORDER      -  FIRST     CLASS II
 LG0637
 LG0637.The horizontal coordinates were scaled from a map and have
 LG0637.an estimated accuracy of +/- 6 seconds.
 LG0637
 LG0637.The orthometric height was determined by differential leveling and
 LG0637.adjusted by the NATIONAL GEODETIC SURVEY
 LG0637.in May 1993.
 LG0637
 LG0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0637.GEOID18 height accuracy estimate available here.
 LG0637
 LG0637.Click photographs - Photos may exist for this station.
 LG0637
 LG0637.The dynamic height is computed by dividing the NAVD 88
 LG0637.geopotential number by the normal gravity value computed on the
 LG0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0637.degrees latitude (g = 980.6199 gals.).
 LG0637
 LG0637.The modeled gravity was interpolated from observed gravity values.
 LG0637
 LG0637;                    North         East    Units  Estimated Accuracy
 LG0637;SPC NE       -    92,780.      710,480.      MT  (+/- 180 meters Scaled)
 LG0637
 LG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL259000(NAD 83)
 LG0637
 LG0637                          SUPERSEDED SURVEY CONTROL
 LG0637
 LG0637  NAVD 88 (06/15/91)  492.160  (m)         1614.69   (f) SUPERSEDED  1 2
 LG0637  NGVD 29 (??/??/92)  491.990  (m)         1614.14   (f) ADJ UNCH    1 2
 LG0637
 LG0637.Superseded values are not recommended for survey control.
 LG0637
 LG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0637.See file dsdata.pdf to determine how the superseded data were derived.
 LG0637
 LG0637_MARKER: DB = BENCH MARK DISK
 LG0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0637_STAMPING: Z 209 1940
 LG0637_MARK LOGO: CGS
 LG0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0637+STABILITY: SURFACE MOTION
 LG0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0637+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0637
 LG0637  HISTORY     - Date     Condition        Report By
 LG0637  HISTORY     - 1940     MONUMENTED       CGS
 LG0637  HISTORY     - 19911007 GOOD             NGS
 LG0637
 LG0637                          STATION DESCRIPTION
 LG0637
 LG0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0637'3.3 MI W FROM EXETER.
 LG0637'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0637'FROM THE STATION AT EXETER, FILLMORE COUNTY, 79 FEET SOUTHWEST
 LG0637'OF MILEPOST 109, 44 FEET SOUTHEAST OF SEMAPHORE 1090, 53 FEET
 LG0637'SOUTH OF THE CENTERLINE OF THE TRACK, 5.5 FEET EAST OF A POLE WITH
 LG0637'TWO GUY WIRES, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 LG0637'A STANDARD DISK, STAMPED Z 209 1940 AND SET IN THE TOP OF A CONCRETE
 LG0637'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0637
 LG0637                          STATION RECOVERY (1991)
 LG0637
 LG0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0637'6.3 KM (3.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0637'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 LG0637'A GRAVELED ROAD, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG THE
 LG0637'BURLINGTON NORTHERN RAILROAD, 15.4 M (50.5 FT) SOUTH OF THE NEAR
 LG0637'RAIL, 2.6 M (8.5 FT) EAST OF UTILITY POLE NUMBER 44 WITH TWO GUY
 LG0637'CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LG0637'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LG0637'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0249 ***********************************************************************
 NO0249  DESIGNATION -  Z 21
 NO0249  PID         -  NO0249
 NO0249  STATE/COUNTY-  NE/HOOKER
 NO0249  COUNTRY     -  US
 NO0249  USGS QUAD   -  MULLEN (2017)
 NO0249
 NO0249                         *CURRENT SURVEY CONTROL
 NO0249  ______________________________________________________________________
 NO0249* NAD 83(1986) POSITION- 42 00 40.     (N) 101 02 46.     (W)   SCALED
 NO0249* NAVD 88 ORTHO HEIGHT -   987.136 (meters)     3238.63  (feet) ADJUSTED
 NO0249  ______________________________________________________________________
 NO0249  GEOID HEIGHT    -        -20.605 (meters)                     GEOID18
 NO0249  DYNAMIC HEIGHT  -        986.616 (meters)     3236.92  (feet) COMP
 NO0249  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 NO0249
 NO0249  VERT ORDER      -  FIRST     CLASS II
 NO0249
 NO0249.The horizontal coordinates were scaled from a map and have
 NO0249.an estimated accuracy of +/- 6 seconds.
 NO0249
 NO0249.The orthometric height was determined by differential leveling and
 NO0249.adjusted by the NATIONAL GEODETIC SURVEY
 NO0249.in June 1991.
 NO0249
 NO0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0249.GEOID18 height accuracy estimate available here.
 NO0249
 NO0249.Click photographs - Photos may exist for this station.
 NO0249
 NO0249.The dynamic height is computed by dividing the NAVD 88
 NO0249.geopotential number by the normal gravity value computed on the
 NO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0249.degrees latitude (g = 980.6199 gals.).
 NO0249
 NO0249.The modeled gravity was interpolated from observed gravity values.
 NO0249
 NO0249;                    North         East    Units  Estimated Accuracy
 NO0249;SPC NE       -   242,320.      413,370.      MT  (+/- 180 meters Scaled)
 NO0249
 NO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM305530(NAD 83)
 NO0249
 NO0249                          SUPERSEDED SURVEY CONTROL
 NO0249
 NO0249  NGVD 29 (??/??/92)  986.796  (m)         3237.51   (f) ADJ UNCH    1 2
 NO0249
 NO0249.Superseded values are not recommended for survey control.
 NO0249
 NO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0249.See file dsdata.pdf to determine how the superseded data were derived.
 NO0249
 NO0249_MARKER: DB = BENCH MARK DISK
 NO0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0249_STAMPING: 3237.513 Z 21 1933
 NO0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0249+STABILITY: SURFACE MOTION
 NO0249
 NO0249  HISTORY     - Date     Condition        Report By
 NO0249  HISTORY     - 1933     MONUMENTED       CGS
 NO0249  HISTORY     - 1934     GOOD             CGS
 NO0249  HISTORY     - 19851101 MARK NOT FOUND   USPSQD
 NO0249  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0249
 NO0249                          STATION DESCRIPTION
 NO0249
 NO0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0249'2.3 MI S FROM MULLEN.
 NO0249'2.3 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 NO0249'MULLEN, HOOKER COUNTY, 0.3 MILE NORTHEAST OF A RANCH, 60 FEET
 NO0249'WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 1 FOOT EAST
 NO0249'OF A FENCE.  A STANDARD DISK, STAMPED 3237.513 Z 21 1933 AND
 NO0249'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NO0249'GROUND.
 NO0249
 NO0249                          STATION RECOVERY (1934)
 NO0249
 NO0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NO0249'RECOVERED IN GOOD CONDITION.
 NO0249
 NO0249                          STATION RECOVERY (1985)
 NO0249
 NO0249'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0249'MARK NOT FOUND.
 NO0249
 NO0249                          STATION RECOVERY (1991)
 NO0249
 NO0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0249'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1394 ***********************************************************************
 MK1394  DESIGNATION -  Z 210
 MK1394  PID         -  MK1394
 MK1394  STATE/COUNTY-  NE/MERRICK
 MK1394  COUNTRY     -  US
 MK1394  USGS QUAD   -  SILVER CREEK (2017)
 MK1394
 MK1394                         *CURRENT SURVEY CONTROL
 MK1394  ______________________________________________________________________
 MK1394* NAD 83(1986) POSITION- 41 19 36.     (N) 097 38 13.     (W)   SCALED
 MK1394* NAVD 88 ORTHO HEIGHT -   468.748 (meters)     1537.88  (feet) ADJUSTED
 MK1394  ______________________________________________________________________
 MK1394  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 MK1394  DYNAMIC HEIGHT  -        468.532 (meters)     1537.18  (feet) COMP
 MK1394  MODELED GRAVITY -    980,148.8   (mgal)                       NAVD 88
 MK1394
 MK1394  VERT ORDER      -  FIRST     CLASS II
 MK1394
 MK1394.The horizontal coordinates were scaled from a map and have
 MK1394.an estimated accuracy of +/- 6 seconds.
 MK1394
 MK1394.The orthometric height was determined by differential leveling and
 MK1394.adjusted by the NATIONAL GEODETIC SURVEY
 MK1394.in June 1991.
 MK1394
 MK1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1394.GEOID18 height accuracy estimate available here.
 MK1394
 MK1394.Click photographs - Photos may exist for this station.
 MK1394
 MK1394.The dynamic height is computed by dividing the NAVD 88
 MK1394.geopotential number by the normal gravity value computed on the
 MK1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1394.degrees latitude (g = 980.6199 gals.).
 MK1394
 MK1394.The modeled gravity was interpolated from observed gravity values.
 MK1394
 MK1394;                    North         East    Units  Estimated Accuracy
 MK1394;SPC NE       -   168,500.      697,740.      MT  (+/- 180 meters Scaled)
 MK1394
 MK1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL140759(NAD 83)
 MK1394
 MK1394                          SUPERSEDED SURVEY CONTROL
 MK1394
 MK1394  NGVD 29 (??/??/92)  468.549  (m)         1537.23   (f) ADJ UNCH    1 2
 MK1394
 MK1394.Superseded values are not recommended for survey control.
 MK1394
 MK1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1394.See file dsdata.pdf to determine how the superseded data were derived.
 MK1394
 MK1394_MARKER: DB = BENCH MARK DISK
 MK1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1394_STAMPING: Z 210 1940
 MK1394_MARK LOGO: CGS
 MK1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1394+STABILITY: SURFACE MOTION
 MK1394
 MK1394  HISTORY     - Date     Condition        Report By
 MK1394  HISTORY     - 1940     MONUMENTED       CGS
 MK1394
 MK1394                          STATION DESCRIPTION
 MK1394
 MK1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1394'1.6 MI NE FROM SILVER CREEK.
 MK1394'1.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1394'SILVER CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND
 MK1394'U.S. HIGHWAY NO. 30, 150 FEET SOUTHEAST OF THE CENTER OF
 MK1394'INTERSECTION OF NORTH-SOUTH ROAD AND TRACKS, 53 FEET NORTH OF
 MK1394'CENTERLINE OF HIGHWAY, 43.5 FEET SOUTH OF CENTERLINE OF SOUTH
 MK1394'MAIN TRACK, 21 FEET NORTH OF RIGHT-OF-WAY FENCE, 6.0 FEET WEST
 MK1394'OF TELEPHONE POLE, 3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST
 MK1394'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1370 ***********************************************************************
 MK1370  DESIGNATION -  Z 211
 MK1370  PID         -  MK1370
 MK1370  STATE/COUNTY-  NE/MERRICK
 MK1370  COUNTRY     -  US
 MK1370  USGS QUAD   -  POLK NW (2017)
 MK1370
 MK1370                         *CURRENT SURVEY CONTROL
 MK1370  ______________________________________________________________________
 MK1370* NAD 83(1986) POSITION- 41 09 35.     (N) 097 55 46.     (W)   SCALED
 MK1370* NAVD 88 ORTHO HEIGHT -   506.744 (meters)     1662.54  (feet) ADJUSTED
 MK1370  ______________________________________________________________________
 MK1370  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 MK1370  DYNAMIC HEIGHT  -        506.497 (meters)     1661.73  (feet) COMP
 MK1370  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 MK1370
 MK1370  VERT ORDER      -  FIRST     CLASS II
 MK1370
 MK1370.The horizontal coordinates were scaled from a map and have
 MK1370.an estimated accuracy of +/- 6 seconds.
 MK1370
 MK1370.The orthometric height was determined by differential leveling and
 MK1370.adjusted by the NATIONAL GEODETIC SURVEY
 MK1370.in June 1991.
 MK1370
 MK1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1370.GEOID18 height accuracy estimate available here.
 MK1370
 MK1370.Click photographs - Photos may exist for this station.
 MK1370
 MK1370.The dynamic height is computed by dividing the NAVD 88
 MK1370.geopotential number by the normal gravity value computed on the
 MK1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1370.degrees latitude (g = 980.6199 gals.).
 MK1370
 MK1370.The modeled gravity was interpolated from observed gravity values.
 MK1370
 MK1370;                    North         East    Units  Estimated Accuracy
 MK1370;SPC NE       -   149,340.      673,710.      MT  (+/- 180 meters Scaled)
 MK1370
 MK1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL898570(NAD 83)
 MK1370
 MK1370                          SUPERSEDED SURVEY CONTROL
 MK1370
 MK1370  NGVD 29 (??/??/92)  506.531  (m)         1661.84   (f) ADJ UNCH    1 2
 MK1370
 MK1370.Superseded values are not recommended for survey control.
 MK1370
 MK1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1370.See file dsdata.pdf to determine how the superseded data were derived.
 MK1370
 MK1370_MARKER: DB = BENCH MARK DISK
 MK1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1370_STAMPING: Z 211 1940
 MK1370_MARK LOGO: CGS
 MK1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1370+STABILITY: SURFACE MOTION
 MK1370
 MK1370  HISTORY     - Date     Condition        Report By
 MK1370  HISTORY     - 1940     MONUMENTED       CGS
 MK1370
 MK1370                          STATION DESCRIPTION
 MK1370
 MK1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1370'4.5 MI NE FROM CENTRAL CITY.
 MK1370'4.5 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CENTRAL
 MK1370'CITY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1370'RR., 0.2 MILE NORTHEAST OF MILEPOST NO. 120, 55 FEET NORTH OF
 MK1370'CENTERLINE OF U.S. HIGHWAY NO. 30, 42 FEET SOUTH OF CENTERLINE
 MK1370'OF SOUTH MAIN TRACK, 8.0 FEET NORTHEAST OF THE SEVENTH POLE
 MK1370'NORTHEAST OF MILEPOST NO. 120, 3.0 FEET SOUTHWEST OF 4 X 4 INCH
 MK1370'WHITE WOODEN POST PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH
 MK1370'POLES.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1141 ***********************************************************************
 MK1141  DESIGNATION -  Z 212
 MK1141  PID         -  MK1141
 MK1141  STATE/COUNTY-  NE/MADISON
 MK1141  COUNTRY     -  US
 MK1141  USGS QUAD   -  MADISON (2017)
 MK1141
 MK1141                         *CURRENT SURVEY CONTROL
 MK1141  ______________________________________________________________________
 MK1141* NAD 83(1986) POSITION- 41 49 24.     (N) 097 27 55.     (W)   SCALED
 MK1141* NAVD 88 ORTHO HEIGHT -   484.767 (meters)     1590.44  (feet) ADJUSTED
 MK1141  ______________________________________________________________________
 MK1141  GEOID HEIGHT    -        -24.643 (meters)                     GEOID18
 MK1141  DYNAMIC HEIGHT  -        484.575 (meters)     1589.81  (feet) COMP
 MK1141  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 MK1141
 MK1141  VERT ORDER      -  FIRST     CLASS II
 MK1141
 MK1141.The horizontal coordinates were scaled from a map and have
 MK1141.an estimated accuracy of +/- 6 seconds.
 MK1141
 MK1141.The orthometric height was determined by differential leveling and
 MK1141.adjusted by the NATIONAL GEODETIC SURVEY
 MK1141.in June 1991.
 MK1141
 MK1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1141.GEOID18 height accuracy estimate available here.
 MK1141
 MK1141.Click photographs - Photos may exist for this station.
 MK1141
 MK1141.The dynamic height is computed by dividing the NAVD 88
 MK1141.geopotential number by the normal gravity value computed on the
 MK1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1141.degrees latitude (g = 980.6199 gals.).
 MK1141
 MK1141.The modeled gravity was interpolated from observed gravity values.
 MK1141
 MK1141;                    North         East    Units  Estimated Accuracy
 MK1141;SPC NE       -   224,030.      710,490.      MT  (+/- 180 meters Scaled)
 MK1141
 MK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM274312(NAD 83)
 MK1141
 MK1141                          SUPERSEDED SURVEY CONTROL
 MK1141
 MK1141  NGVD 29 (??/??/92)  484.590  (m)         1589.86   (f) ADJ UNCH    1 2
 MK1141
 MK1141.Superseded values are not recommended for survey control.
 MK1141
 MK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1141.See file dsdata.pdf to determine how the superseded data were derived.
 MK1141
 MK1141_MARKER: DB = BENCH MARK DISK
 MK1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1141_STAMPING: Z 212 1940
 MK1141_MARK LOGO: CGS
 MK1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1141+STABILITY: SURFACE MOTION
 MK1141
 MK1141  HISTORY     - Date     Condition        Report By
 MK1141  HISTORY     - 1940     MONUMENTED       CGS
 MK1141  HISTORY     - 1962     MARK NOT FOUND   USGS
 MK1141
 MK1141                          STATION DESCRIPTION
 MK1141
 MK1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1141'0.3 MI SW FROM MADISON.
 MK1141'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 55
 MK1141'FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF GOULD STREET
 MK1141'AND TRACK, 21.5 FEET NORTHWEST OF CENTERLINE OF TRACK, 3.0 FEET
 MK1141'SOUTH OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.0
 MK1141'FEET EAST OF RIGHT-OF-WAY FENCE WHICH ENDS AT CATTLE GUARD.
 MK1141'MONUMENT PROJECTS 0.3 FOOT.
 MK1141
 MK1141                          STATION RECOVERY (1962)
 MK1141
 MK1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1147 ***********************************************************************
 NM1147  DESIGNATION -  Z 213
 NM1147  PID         -  NM1147
 NM1147  STATE/COUNTY-  NE/PIERCE
 NM1147  COUNTRY     -  US
 NM1147  USGS QUAD   -  WEE TOWN (2017)
 NM1147
 NM1147                         *CURRENT SURVEY CONTROL
 NM1147  ______________________________________________________________________
 NM1147* NAD 83(1986) POSITION- 42 08 41.     (N) 097 28 43.     (W)   SCALED
 NM1147* NAVD 88 ORTHO HEIGHT -   475.020 (meters)     1558.46  (feet) ADJUSTED
 NM1147  ______________________________________________________________________
 NM1147  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 NM1147  DYNAMIC HEIGHT  -        474.836 (meters)     1557.86  (feet) COMP
 NM1147  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 NM1147
 NM1147  VERT ORDER      -  FIRST     CLASS II
 NM1147
 NM1147.The horizontal coordinates were scaled from a map and have
 NM1147.an estimated accuracy of +/- 6 seconds.
 NM1147
 NM1147.The orthometric height was determined by differential leveling and
 NM1147.adjusted by the NATIONAL GEODETIC SURVEY
 NM1147.in June 1991.
 NM1147
 NM1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1147.GEOID18 height accuracy estimate available here.
 NM1147
 NM1147.Click photographs - Photos may exist for this station.
 NM1147
 NM1147.The dynamic height is computed by dividing the NAVD 88
 NM1147.geopotential number by the normal gravity value computed on the
 NM1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1147.degrees latitude (g = 980.6199 gals.).
 NM1147
 NM1147.The modeled gravity was interpolated from observed gravity values.
 NM1147
 NM1147;                    North         East    Units  Estimated Accuracy
 NM1147;SPC NE       -   259,670.      708,340.      MT  (+/- 180 meters Scaled)
 NM1147
 NM1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM257669(NAD 83)
 NM1147
 NM1147                          SUPERSEDED SURVEY CONTROL
 NM1147
 NM1147  NGVD 29 (??/??/92)  474.842  (m)         1557.88   (f) ADJ UNCH    1 2
 NM1147
 NM1147.Superseded values are not recommended for survey control.
 NM1147
 NM1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1147.See file dsdata.pdf to determine how the superseded data were derived.
 NM1147
 NM1147_MARKER: DB = BENCH MARK DISK
 NM1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1147_STAMPING: Z 213 1940
 NM1147_MARK LOGO: CGS
 NM1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1147+STABILITY: SURFACE MOTION
 NM1147
 NM1147  HISTORY     - Date     Condition        Report By
 NM1147  HISTORY     - 1940     MONUMENTED       CGS
 NM1147
 NM1147                          STATION DESCRIPTION
 NM1147
 NM1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1147'3 MI NW FROM HADAR.
 NM1147'3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1147'FROM THE STATION AT HADAR, PIERCE COUNTY, 168 FEET SOUTH OF A
 NM1147'WHISTLE POST 96 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 NM1147'A FARM ROAD, 48 FEET EAST OF THE CENTERLINE OF THE TRACK,
 NM1147'56 FEET SOUTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE,
 NM1147'2 FEET WEST OF THE FENCE, AND 3.4 FEET NORTH OF A WHITE WOODEN
 NM1147'WITNESS POST.  A STANDARD DISK, STAMPED Z 213 1940 AND SET
 NM1147'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0099 ***********************************************************************
 NP0099  DESIGNATION -  Z 214
 NP0099  PID         -  NP0099
 NP0099  STATE/COUNTY-  NE/SHERIDAN
 NP0099  COUNTRY     -  US
 NP0099  USGS QUAD   -  LAKESIDE (2017)
 NP0099
 NP0099                         *CURRENT SURVEY CONTROL
 NP0099  ______________________________________________________________________
 NP0099* NAD 83(1986) POSITION- 42 03 17.     (N) 102 24 02.     (W)   SCALED
 NP0099* NAVD 88 ORTHO HEIGHT -  1183.431 (meters)     3882.64  (feet) ADJUSTED
 NP0099  ______________________________________________________________________
 NP0099  GEOID HEIGHT    -        -18.899 (meters)                     GEOID18
 NP0099  DYNAMIC HEIGHT  -       1182.750 (meters)     3880.41  (feet) COMP
 NP0099  MODELED GRAVITY -    980,006.0   (mgal)                       NAVD 88
 NP0099
 NP0099  VERT ORDER      -  SECOND    CLASS 0
 NP0099
 NP0099.The horizontal coordinates were scaled from a map and have
 NP0099.an estimated accuracy of +/- 6 seconds.
 NP0099
 NP0099.The orthometric height was determined by differential leveling and
 NP0099.adjusted by the NATIONAL GEODETIC SURVEY
 NP0099.in June 1991.
 NP0099
 NP0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0099.GEOID18 height accuracy estimate available here.
 NP0099
 NP0099.Click photographs - Photos may exist for this station.
 NP0099
 NP0099.The dynamic height is computed by dividing the NAVD 88
 NP0099.geopotential number by the normal gravity value computed on the
 NP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0099.degrees latitude (g = 980.6199 gals.).
 NP0099
 NP0099.The modeled gravity was interpolated from observed gravity values.
 NP0099
 NP0099;                    North         East    Units  Estimated Accuracy
 NP0099;SPC NE       -   249,390.      301,370.      MT  (+/- 180 meters Scaled)
 NP0099
 NP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG151591(NAD 83)
 NP0099
 NP0099                          SUPERSEDED SURVEY CONTROL
 NP0099
 NP0099  NGVD 29 (??/??/92) 1182.875  (m)         3880.82   (f) ADJ UNCH    2 0
 NP0099
 NP0099.Superseded values are not recommended for survey control.
 NP0099
 NP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0099.See file dsdata.pdf to determine how the superseded data were derived.
 NP0099
 NP0099_MARKER: DB = BENCH MARK DISK
 NP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0099_STAMPING: Z 214 1940
 NP0099_MARK LOGO: CGS
 NP0099_PROJECTION: FLUSH
 NP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0099+STABILITY: SURFACE MOTION
 NP0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0099+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 NP0099
 NP0099  HISTORY     - Date     Condition        Report By
 NP0099  HISTORY     - 1940     MONUMENTED       CGS
 NP0099  HISTORY     - 1977     GOOD             LOCENG
 NP0099  HISTORY     - 20070424 GOOD             NEDR
 NP0099
 NP0099                          STATION DESCRIPTION
 NP0099
 NP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0099'1.3 MI E FROM LAKE SIDE.
 NP0099'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0099'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 110 FEET WEST
 NP0099'OF A SMALL HILL, 104 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 NP0099'18 FEET WEST OF A GATE, 2.0 FEET NORTH OF THE RIGHT-OF-WAY
 NP0099'FENCE, AND 3.0 FEET WEST OF A 4- BY 4-INCH WHITE POST PROJECTING
 NP0099'2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Z 214 1940
 NP0099'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 NP0099'ABOVE GROUND.
 NP0099
 NP0099                          STATION RECOVERY (1977)
 NP0099
 NP0099'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NP0099'RECOVERED IN GOOD CONDITION.
 NP0099
 NP0099                          STATION RECOVERY (2007)
 NP0099
 NP0099'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0099'NEW TIES
 NP0099'2.0 FT. EAST TO BASE OF FIBERGLASS WITNESS POST
 NP0099'2.8 FT. NORTH TO BASE OF METAL WITNESS POST
 NP0099'MARK FLUSH WITH THE GROUND
 NP0099'
 NP0099'4X4 WHITE POST NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0553 ***********************************************************************
 LF0553  DESIGNATION -  Z 215
 LF0553  PID         -  LF0553
 LF0553  STATE/COUNTY-  NE/RICHARDSON
 LF0553  COUNTRY     -  US
 LF0553  USGS QUAD   -  HUMBOLDT (2017)
 LF0553
 LF0553                         *CURRENT SURVEY CONTROL
 LF0553  ______________________________________________________________________
 LF0553* NAD 83(1986) POSITION- 40 09 29.     (N) 095 58 07.     (W)   SCALED
 LF0553* NAVD 88 ORTHO HEIGHT -   302.769 (meters)      993.33  (feet) ADJUSTED
 LF0553  ______________________________________________________________________
 LF0553  GEOID HEIGHT    -        -29.396 (meters)                     GEOID18
 LF0553  DYNAMIC HEIGHT  -        302.602 (meters)      992.79  (feet) COMP
 LF0553  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 LF0553
 LF0553  VERT ORDER      -  SECOND    CLASS 0
 LF0553
 LF0553.The horizontal coordinates were scaled from a map and have
 LF0553.an estimated accuracy of +/- 6 seconds.
 LF0553
 LF0553.The orthometric height was determined by differential leveling and
 LF0553.adjusted by the NATIONAL GEODETIC SURVEY
 LF0553.in June 1991.
 LF0553
 LF0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0553.GEOID18 height accuracy estimate available here.
 LF0553
 LF0553.Click photographs - Photos may exist for this station.
 LF0553
 LF0553.The dynamic height is computed by dividing the NAVD 88
 LF0553.geopotential number by the normal gravity value computed on the
 LF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0553.degrees latitude (g = 980.6199 gals.).
 LF0553
 LF0553.The modeled gravity was interpolated from observed gravity values.
 LF0553
 LF0553;                    North         East    Units  Estimated Accuracy
 LF0553;SPC NE       -    44,060.      843,310.      MT  (+/- 180 meters Scaled)
 LF0553
 LF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE471495(NAD 83)
 LF0553
 LF0553                          SUPERSEDED SURVEY CONTROL
 LF0553
 LF0553  NGVD 29 (??/??/92)  302.685  (m)          993.06   (f) ADJ UNCH    2 0
 LF0553
 LF0553.Superseded values are not recommended for survey control.
 LF0553
 LF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0553.See file dsdata.pdf to determine how the superseded data were derived.
 LF0553
 LF0553_MARKER: DB = BENCH MARK DISK
 LF0553_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0553_SP_SET: BATTERY WALL
 LF0553_STAMPING: Z 215 1945
 LF0553_MARK LOGO: CGS
 LF0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0553+STABILITY: SURFACE MOTION
 LF0553
 LF0553  HISTORY     - Date     Condition        Report By
 LF0553  HISTORY     - 1945     MONUMENTED       CGS
 LF0553  HISTORY     - 1981     GOOD             LOCSUR
 LF0553  HISTORY     - 19960627 MARK NOT FOUND   NEDR
 LF0553
 LF0553                          STATION DESCRIPTION
 LF0553
 LF0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0553'1.2 MI NW FROM HUMBOLDT.
 LF0553'1.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0553'RAILROAD FROM THE STATION AT HUMBOLDT, 43 FEET SOUTH OF THE
 LF0553'SEVENTEENTH POLE NORTHWEST OF MILEPOST 41, 54 FEET EAST ACROSS
 LF0553'THE TRACK FROM A T-ROAD, 21 FEET NORTH ACROSS THE TRACK FROM A
 LF0553'SEMAPHORE, AT A BATTERY WELL, IN THE TOP OF THE WEST SIDE OF THE
 LF0553'CONCRETE WALL, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 LF0553'LEVEL WITH THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED Z 215
 LF0553'1945.
 LF0553
 LF0553                          STATION RECOVERY (1981)
 LF0553
 LF0553'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0553'RECOVERED IN GOOD CONDITION.
 LF0553
 LF0553                          STATION RECOVERY (1996)
 LF0553
 LF0553'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 LF0553'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  THE TRACKS HAVE BEEN
 LF0553'ELEVATED, WITH ALL FORMER REFERENCE TIES TO THE MARK NOW BEING
 LF0553'OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0167 ***********************************************************************
 NN0167  DESIGNATION -  Z 216
 NN0167  PID         -  NN0167
 NN0167  STATE/COUNTY-  NE/HOLT
 NN0167  COUNTRY     -  US
 NN0167  USGS QUAD   -  EWING SW (2017)
 NN0167
 NN0167                         *CURRENT SURVEY CONTROL
 NN0167  ______________________________________________________________________
 NN0167* NAD 83(1986) POSITION- 42 21 52.     (N) 098 25 00.     (W)   SCALED
 NN0167* NAVD 88 ORTHO HEIGHT -   585.629 (meters)     1921.35  (feet) ADJUSTED
 NN0167  ______________________________________________________________________
 NN0167  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 NN0167  DYNAMIC HEIGHT  -        585.394 (meters)     1920.58  (feet) COMP
 NN0167  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 NN0167
 NN0167  VERT ORDER      -  FIRST     CLASS II
 NN0167
 NN0167.The horizontal coordinates were scaled from a map and have
 NN0167.an estimated accuracy of +/- 6 seconds.
 NN0167
 NN0167.The orthometric height was determined by differential leveling and
 NN0167.adjusted by the NATIONAL GEODETIC SURVEY
 NN0167.in June 1991.
 NN0167
 NN0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0167.GEOID18 height accuracy estimate available here.
 NN0167
 NN0167.Click photographs - Photos may exist for this station.
 NN0167
 NN0167.The dynamic height is computed by dividing the NAVD 88
 NN0167.geopotential number by the normal gravity value computed on the
 NN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0167.degrees latitude (g = 980.6199 gals.).
 NN0167
 NN0167.The modeled gravity was interpolated from observed gravity values.
 NN0167
 NN0167;                    North         East    Units  Estimated Accuracy
 NN0167;SPC NE       -   282,220.      630,390.      MT  (+/- 180 meters Scaled)
 NN0167
 NN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM480904(NAD 83)
 NN0167
 NN0167                          SUPERSEDED SURVEY CONTROL
 NN0167
 NN0167  NGVD 29 (??/??/92)  585.422  (m)         1920.67   (f) ADJ UNCH    1 2
 NN0167
 NN0167.Superseded values are not recommended for survey control.
 NN0167
 NN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0167.See file dsdata.pdf to determine how the superseded data were derived.
 NN0167
 NN0167_MARKER: DB = BENCH MARK DISK
 NN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0167_STAMPING: Z 216 1946
 NN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0167+STABILITY: SURFACE MOTION
 NN0167
 NN0167  HISTORY     - Date     Condition        Report By
 NN0167  HISTORY     - 1946     MONUMENTED       CGS
 NN0167  HISTORY     - 1964     GOOD             CGS
 NN0167
 NN0167                          STATION DESCRIPTION
 NN0167
 NN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0167'2.6 MI S FROM PAGE.
 NN0167'2.6 MILES SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0167'AT PAGE, HOLT COUNTY, AT THE SOUTHWEST CORNER OF A SHELTER BELT,
 NN0167'59 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF
 NN0167'A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A
 NN0167'WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY.
 NN0167'A STANDARD DISK, STAMPED Z 216 1946 AND SET IN THE TOP OF A
 NN0167'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THIS
 NN0167'MARK IS 2 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0167'STATE SPUR 320.  STATE HIGHWAY 108 WHICH IS LISTED IN THE
 NN0167'ORIGINAL DESCRIPTION SHOULD BE CHANGED TO STATE SPUR 320.
 NN0167
 NN0167                          STATION RECOVERY (1964)
 NN0167
 NN0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NN0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0209 ***********************************************************************
 NN0209  DESIGNATION -  Z 217
 NN0209  PID         -  NN0209
 NN0209  STATE/COUNTY-  NE/HOLT
 NN0209  COUNTRY     -  US
 NN0209  USGS QUAD   -  EMMET (2017)
 NN0209
 NN0209                         *CURRENT SURVEY CONTROL
 NN0209  ______________________________________________________________________
 NN0209* NAD 83(1986) POSITION- 42 28 28.     (N) 098 48 50.     (W)   SCALED
 NN0209* NAVD 88 ORTHO HEIGHT -   615.511 (meters)     2019.39  (feet) ADJUSTED
 NN0209  ______________________________________________________________________
 NN0209  GEOID HEIGHT    -        -24.254 (meters)                     GEOID18
 NN0209  DYNAMIC HEIGHT  -        615.269 (meters)     2018.60  (feet) COMP
 NN0209  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 NN0209
 NN0209  VERT ORDER      -  FIRST     CLASS II
 NN0209
 NN0209.The horizontal coordinates were scaled from a map and have
 NN0209.an estimated accuracy of +/- 6 seconds.
 NN0209
 NN0209.The orthometric height was determined by differential leveling and
 NN0209.adjusted by the NATIONAL GEODETIC SURVEY
 NN0209.in June 1991.
 NN0209
 NN0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0209.GEOID18 height accuracy estimate available here.
 NN0209
 NN0209.Click photographs - Photos may exist for this station.
 NN0209
 NN0209.The dynamic height is computed by dividing the NAVD 88
 NN0209.geopotential number by the normal gravity value computed on the
 NN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0209.degrees latitude (g = 980.6199 gals.).
 NN0209
 NN0209.The modeled gravity was interpolated from observed gravity values.
 NN0209
 NN0209;                    North         East    Units  Estimated Accuracy
 NN0209;SPC NE       -   293,910.      597,510.      MT  (+/- 180 meters Scaled)
 NN0209
 NN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN152024(NAD 83)
 NN0209
 NN0209                          SUPERSEDED SURVEY CONTROL
 NN0209
 NN0209  NGVD 29 (??/??/92)  615.293  (m)         2018.67   (f) ADJ UNCH    1 2
 NN0209
 NN0209.Superseded values are not recommended for survey control.
 NN0209
 NN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0209.See file dsdata.pdf to determine how the superseded data were derived.
 NN0209
 NN0209_MARKER: DB = BENCH MARK DISK
 NN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0209_STAMPING: Z 217 1946
 NN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0209+STABILITY: SURFACE MOTION
 NN0209
 NN0209  HISTORY     - Date     Condition        Report By
 NN0209  HISTORY     - 1946     MONUMENTED       CGS
 NN0209
 NN0209                          STATION DESCRIPTION
 NN0209
 NN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0209'0.4 MI E FROM EMMET.
 NN0209'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0209'THE STATION AT EMMET, HOLT COUNTY, 9 POLES WEST OF MILEPOST 164,
 NN0209'50 YARDS SOUTHWEST OF BRIDGE 318, AT A SECTION-LINE ROAD CROSSING,
 NN0209'60 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 43 FEET EAST OF
 NN0209'THE CENTERLINE OF THE ROAD, 7 FEET SOUTHWEST OF A FENCE CORNER,
 NN0209'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 4 FEET LOWER
 NN0209'THAN THE TRACK.  A STANDARD DISK, STAMPED Z 217 1946 AND SET
 NN0209'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0412 ***********************************************************************
 NN0412  DESIGNATION -  Z 218
 NN0412  PID         -  NN0412
 NN0412  STATE/COUNTY-  NE/HOLT
 NN0412  COUNTRY     -  US
 NN0412  USGS QUAD   -  DUSTIN (2017)
 NN0412
 NN0412                         *CURRENT SURVEY CONTROL
 NN0412  ______________________________________________________________________
 NN0412* NAD 83(1986) POSITION- 42 47 51.08   (N) 099 06 34.52   (W)   HD_HELD1
 NN0412* NAVD 88 ORTHO HEIGHT -   594.310 (meters)     1949.83  (feet) ADJUSTED
 NN0412  ______________________________________________________________________
 NN0412  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 NN0412  DYNAMIC HEIGHT  -        594.091 (meters)     1949.11  (feet) COMP
 NN0412  MODELED GRAVITY -    980,234.4   (mgal)                       NAVD 88
 NN0412
 NN0412  VERT ORDER      -  SECOND    CLASS 0
 NN0412
 NN0412.The horizontal coordinates were determined by differentially corrected
 NN0412.hand held GPS observations or other comparable positioning techniques
 NN0412.and have an estimated accuracy of +/- 3 meters.
 NN0412
 NN0412.The orthometric height was determined by differential leveling and
 NN0412.adjusted by the NATIONAL GEODETIC SURVEY
 NN0412.in June 1991.
 NN0412
 NN0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0412.GEOID18 height accuracy estimate available here.
 NN0412
 NN0412.Click photographs - Photos may exist for this station.
 NN0412
 NN0412.The dynamic height is computed by dividing the NAVD 88
 NN0412.geopotential number by the normal gravity value computed on the
 NN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0412.degrees latitude (g = 980.6199 gals.).
 NN0412
 NN0412.The modeled gravity was interpolated from observed gravity values.
 NN0412
 NN0412;                    North         East    Units  Estimated Accuracy
 NN0412;SPC NE       -   329,503.9     572,835.3     MT  (+/- 3 meters HH1 GPS) 
 NN0412
 NN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9103838336(NAD 83)
 NN0412
 NN0412                          SUPERSEDED SURVEY CONTROL
 NN0412
 NN0412  NGVD 29 (??/??/92)  594.066  (m)         1949.03   (f) ADJ UNCH    2 0
 NN0412
 NN0412.Superseded values are not recommended for survey control.
 NN0412
 NN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0412.See file dsdata.pdf to determine how the superseded data were derived.
 NN0412
 NN0412_MARKER: DB = BENCH MARK DISK
 NN0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0412_STAMPING: Z 218 1946
 NN0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0412+STABILITY: SURFACE MOTION
 NN0412
 NN0412  HISTORY     - Date     Condition        Report By
 NN0412  HISTORY     - 1946     MONUMENTED       CGS
 NN0412
 NN0412                          STATION DESCRIPTION
 NN0412
 NN0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0412'17.1 MI N FROM STUART.
 NN0412'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0412'MAIN STREET, THENCE SOUTHEASTERLY, 2.0 MILES ALONG U.S. HIGHWAY
 NN0412'NO. 20, THENCE NORTH 14.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0412'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0412'A DIRT T ROAD LEADING EAST, 34.0 FEET WEST OF AND ABOUT 1.0
 NN0412'FOOT HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 12.0 FEET
 NN0412'SOUTH OF THE EXTENDED CENTER LINE OF THE T ROAD, 12.0 FEET SOUTH
 NN0412'OF THE SOUTH END OF A WIRE GATE, 29.0 FEET SOUTH OF AN EAST-WEST
 NN0412'SECTION FENCE LINE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH
 NN0412'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED Z 218 1946
 NN0412'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 NN0412'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0356 ***********************************************************************
 NN0356  DESIGNATION -  Z 219
 NN0356  PID         -  NN0356
 NN0356  STATE/COUNTY-  NE/ROCK
 NN0356  COUNTRY     -  US
 NN0356  USGS QUAD   -  NEWPORT (2017)
 NN0356
 NN0356                         *CURRENT SURVEY CONTROL
 NN0356  ______________________________________________________________________
 NN0356* NAD 83(1986) POSITION- 42 35 38.     (N) 099 17 40.     (W)   SCALED
 NN0356* NAVD 88 ORTHO HEIGHT -   674.276 (meters)     2212.19  (feet) ADJUSTED
 NN0356  ______________________________________________________________________
 NN0356  GEOID HEIGHT    -        -23.698 (meters)                     GEOID18
 NN0356  DYNAMIC HEIGHT  -        674.007 (meters)     2211.30  (feet) COMP
 NN0356  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 NN0356
 NN0356  VERT ORDER      -  FIRST     CLASS II
 NN0356
 NN0356.The horizontal coordinates were scaled from a map and have
 NN0356.an estimated accuracy of +/- 6 seconds.
 NN0356
 NN0356.The orthometric height was determined by differential leveling and
 NN0356.adjusted by the NATIONAL GEODETIC SURVEY
 NN0356.in June 1991.
 NN0356
 NN0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0356.GEOID18 height accuracy estimate available here.
 NN0356
 NN0356.Click photographs - Photos may exist for this station.
 NN0356
 NN0356.The dynamic height is computed by dividing the NAVD 88
 NN0356.geopotential number by the normal gravity value computed on the
 NN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0356.degrees latitude (g = 980.6199 gals.).
 NN0356
 NN0356.The modeled gravity was interpolated from observed gravity values.
 NN0356
 NN0356;                    North         East    Units  Estimated Accuracy
 NN0356;SPC NE       -   306,750.      557,900.      MT  (+/- 180 meters Scaled)
 NN0356
 NN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758157(NAD 83)
 NN0356
 NN0356                          SUPERSEDED SURVEY CONTROL
 NN0356
 NN0356  NGVD 29 (??/??/92)  674.038  (m)         2211.41   (f) ADJ UNCH    1 2
 NN0356
 NN0356.Superseded values are not recommended for survey control.
 NN0356
 NN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0356.See file dsdata.pdf to determine how the superseded data were derived.
 NN0356
 NN0356_MARKER: DB = BENCH MARK DISK
 NN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0356_STAMPING: Z 219 1946
 NN0356_MARK LOGO: CGS
 NN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0356+STABILITY: SURFACE MOTION
 NN0356
 NN0356  HISTORY     - Date     Condition        Report By
 NN0356  HISTORY     - 1946     MONUMENTED       CGS
 NN0356  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0356
 NN0356                          STATION DESCRIPTION
 NN0356
 NN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0356'0.5 MI S FROM NEWPORT.
 NN0356'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0356'NEWPORT, ROCK COUNTY, THENCE 1.7 MILES EAST ALONG U.S. HIGHWAY
 NN0356'20, 49.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 38 FEET
 NN0356'WEST OF A FENCE CORNER, 8.5 FEET WEST OF THE WEST END OF A WIRE
 NN0356'GATE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN
 NN0356'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NN0356'DISK, STAMPED Z 219 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0356'PROJECTING 3 INCHES ABOVE GROUND.
 NN0356
 NN0356                          STATION RECOVERY (1982)
 NN0356
 NN0356'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0357 ***********************************************************************
 NN0357  DESIGNATION -  Z 219 RESET
 NN0357  PID         -  NN0357
 NN0357  STATE/COUNTY-  NE/ROCK
 NN0357  COUNTRY     -  US
 NN0357  USGS QUAD   -  NEWPORT (2017)
 NN0357
 NN0357                         *CURRENT SURVEY CONTROL
 NN0357  ______________________________________________________________________
 NN0357* NAD 83(1986) POSITION- 42 35 38.     (N) 099 17 40.     (W)   SCALED
 NN0357* NAVD 88 ORTHO HEIGHT -   674.02  (+/-2cm)     2211.3   (feet) VERTCON
 NN0357  ______________________________________________________________________
 NN0357  GEOID HEIGHT    -        -23.698 (meters)                     GEOID18
 NN0357  VERT ORDER      -  THIRD (See Below)
 NN0357
 NN0357.The horizontal coordinates were scaled from a map and have
 NN0357.an estimated accuracy of +/- 6 seconds.
 NN0357
 NN0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0357
 NN0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0357.GEOID18 height accuracy estimate available here.
 NN0357
 NN0357.The vertical order pertains to the NGVD 29 superseded value.
 NN0357
 NN0357.Click photographs - Photos may exist for this station.
 NN0357
 NN0357;                    North         East    Units  Estimated Accuracy
 NN0357;SPC NE       -   306,750.      557,900.      MT  (+/- 180 meters Scaled)
 NN0357
 NN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758157(NAD 83)
 NN0357
 NN0357                          SUPERSEDED SURVEY CONTROL
 NN0357
 NN0357  NGVD 29 (01/31/13)  673.79   (m)         2210.6    (f) RESET       3  
 NN0357
 NN0357.Superseded values are not recommended for survey control.
 NN0357
 NN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0357.See file dsdata.pdf to determine how the superseded data were derived.
 NN0357
 NN0357_MARKER: DV = VERTICAL CONTROL DISK
 NN0357_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0357+WITH SETTING: INTO GROUND
 NN0357_STAMPING: Z 219 RESET 1976
 NN0357_MARK LOGO: NGS
 NN0357_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0357+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 NN0357
 NN0357  HISTORY     - Date     Condition        Report By
 NN0357  HISTORY     - 1976     MONUMENTED       NGS
 NN0357  HISTORY     - 20210707 POOR             NEGS
 NN0357
 NN0357                          STATION DESCRIPTION
 NN0357
 NN0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0357'2.2 MI SE FROM NEWPORT.
 NN0357'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0357'NEWPORT, ROCK COUNTY, THENCE 1.7 MILES EAST ALONG U.S. HIGHWAY
 NN0357'20, 100 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 73 FEET SOUTHEAST
 NN0357'OF A POWER POLE, 49.5 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT
 NN0357'WEST OF A NORTH-SOUTH FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 NN0357'POST.  A STANDARD BENCH MARK DISK STAMPED, Z 219 RESET 1976,
 NN0357'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 NN0357'PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE WITH GRAVEL AND
 NN0357'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 NN0357
 NN0357                          STATION RECOVERY (2021)
 NN0357
 NN0357'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0357'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 137
 NN0357'AT NEWPORT, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY 1.50 MI
 NN0357'(2.41 KM) TO MILE POST 271.88 AND THE MARK ON THE RIGHT, SOUTH.  THE
 NN0357'MARK IS ENCASED IN A TILE SLEEVE FILLED WITH GRAVEL.  THE TILE SLEEVE
 NN0357'IS BEGINNING TO CRUMBLE.  THE MARK IS NOT STABLE AND NOT SUITABLE FOR
 NN0357'GPS.  THE STAMPING ON THE CAP IS NOT COMPLETE.  THE CAP IS STAMPED Z
 NN0357'219 RESET 19.  THE 7 AND 6 ARE MISSING FROM THE DATE 1976.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0115 ***********************************************************************
 MM0115  DESIGNATION -  Z 22
 MM0115  PID         -  MM0115
 MM0115  STATE/COUNTY-  NE/MCPHERSON
 MM0115  COUNTRY     -  US
 MM0115  USGS QUAD   -  PULLEN RANCH (2017)
 MM0115
 MM0115                         *CURRENT SURVEY CONTROL
 MM0115  ______________________________________________________________________
 MM0115* NAD 83(1986) POSITION- 41 24 56.     (N) 100 52 31.     (W)   SCALED
 MM0115* NAVD 88 ORTHO HEIGHT -   954.757 (meters)     3132.40  (feet) ADJUSTED
 MM0115  ______________________________________________________________________
 MM0115  GEOID HEIGHT    -        -21.937 (meters)                     GEOID18
 MM0115  DYNAMIC HEIGHT  -        954.176 (meters)     3130.49  (feet) COMP
 MM0115  MODELED GRAVITY -    979,982.6   (mgal)                       NAVD 88
 MM0115
 MM0115  VERT ORDER      -  FIRST     CLASS II
 MM0115
 MM0115.The horizontal coordinates were scaled from a map and have
 MM0115.an estimated accuracy of +/- 6 seconds.
 MM0115
 MM0115.The orthometric height was determined by differential leveling and
 MM0115.adjusted by the NATIONAL GEODETIC SURVEY
 MM0115.in June 1991.
 MM0115
 MM0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0115.GEOID18 height accuracy estimate available here.
 MM0115
 MM0115.Click photographs - Photos may exist for this station.
 MM0115
 MM0115.The dynamic height is computed by dividing the NAVD 88
 MM0115.geopotential number by the normal gravity value computed on the
 MM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0115.degrees latitude (g = 980.6199 gals.).
 MM0115
 MM0115.The modeled gravity was interpolated from observed gravity values.
 MM0115
 MM0115;                    North         East    Units  Estimated Accuracy
 MM0115;SPC NE       -   176,040.      426,850.      MT  (+/- 180 meters Scaled)
 MM0115
 MM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL432865(NAD 83)
 MM0115
 MM0115                          SUPERSEDED SURVEY CONTROL
 MM0115
 MM0115  NGVD 29 (??/??/92)  954.380  (m)         3131.16   (f) ADJ UNCH    1 2
 MM0115
 MM0115.Superseded values are not recommended for survey control.
 MM0115
 MM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0115.See file dsdata.pdf to determine how the superseded data were derived.
 MM0115
 MM0115_MARKER: DB = BENCH MARK DISK
 MM0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0115_STAMPING: 3131.162 Z 22 1933
 MM0115_MARK LOGO: CGS
 MM0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0115+STABILITY: SURFACE MOTION
 MM0115
 MM0115  HISTORY     - Date     Condition        Report By
 MM0115  HISTORY     - 1933     MONUMENTED       CGS
 MM0115  HISTORY     - 1972     GOOD             USGS
 MM0115  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0115
 MM0115                          STATION DESCRIPTION
 MM0115
 MM0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0115'13.5 MI S FROM TRYON.
 MM0115'13.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0115'TRYON, MC PHERSON COUNTY, 4.7 MILES NORTH OF ROSEDALE SCHOOL,
 MM0115'AT A TRAIL CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE
 MM0115'OLD HIGHWAY, AND 15 FEET NORTH OF THE CENTERLINE OF THE TRAIL.
 MM0115'A STANDARD DISK, STAMPED 3131.162 Z 22 1933 AND SET IN THE
 MM0115'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0115
 MM0115                          STATION RECOVERY (1972)
 MM0115
 MM0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0115'RECOVERED IN GOOD CONDITION.
 MM0115
 MM0115                          STATION RECOVERY (1991)
 MM0115
 MM0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0115'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0539 ***********************************************************************
 MM0539  DESIGNATION -  Z 22 RESET
 MM0539  PID         -  MM0539
 MM0539  STATE/COUNTY-  NE/MCPHERSON
 MM0539  COUNTRY     -  US
 MM0539  USGS QUAD   -  PULLEN RANCH (2017)
 MM0539
 MM0539                         *CURRENT SURVEY CONTROL
 MM0539  ______________________________________________________________________
 MM0539* NAD 83(1986) POSITION- 41 24 56.     (N) 100 52 31.     (W)   SCALED
 MM0539* NAVD 88 ORTHO HEIGHT -   954.797 (meters)     3132.53  (feet) ADJUSTED
 MM0539  ______________________________________________________________________
 MM0539  GEOID HEIGHT    -        -21.937 (meters)                     GEOID18
 MM0539  DYNAMIC HEIGHT  -        954.216 (meters)     3130.62  (feet) COMP
 MM0539  MODELED GRAVITY -    979,982.6   (mgal)                       NAVD 88
 MM0539
 MM0539  VERT ORDER      -  FIRST     CLASS II
 MM0539
 MM0539.The horizontal coordinates were scaled from a map and have
 MM0539.an estimated accuracy of +/- 6 seconds.
 MM0539
 MM0539.The orthometric height was determined by differential leveling and
 MM0539.adjusted by the NATIONAL GEODETIC SURVEY
 MM0539.in June 1994.
 MM0539
 MM0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0539.GEOID18 height accuracy estimate available here.
 MM0539
 MM0539.Click photographs - Photos may exist for this station.
 MM0539
 MM0539.The dynamic height is computed by dividing the NAVD 88
 MM0539.geopotential number by the normal gravity value computed on the
 MM0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0539.degrees latitude (g = 980.6199 gals.).
 MM0539
 MM0539.The modeled gravity was interpolated from observed gravity values.
 MM0539
 MM0539;                    North         East    Units  Estimated Accuracy
 MM0539;SPC NE       -   176,040.      426,850.      MT  (+/- 180 meters Scaled)
 MM0539
 MM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL432865(NAD 83)
 MM0539
 MM0539                          SUPERSEDED SURVEY CONTROL
 MM0539
 MM0539  NGVD 29 (02/14/92)  954.421  (m)         3131.30   (f) ADJUSTED    1 2
 MM0539
 MM0539.Superseded values are not recommended for survey control.
 MM0539
 MM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0539.See file dsdata.pdf to determine how the superseded data were derived.
 MM0539
 MM0539_MARKER: DV = VERTICAL CONTROL DISK
 MM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0539_STAMPING: Z 22 RESET 1984
 MM0539_MARK LOGO: NGS
 MM0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0539+STABILITY: SURFACE MOTION
 MM0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0539+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0539
 MM0539  HISTORY     - Date     Condition        Report By
 MM0539  HISTORY     - 1984     MONUMENTED       NGS
 MM0539  HISTORY     - 19910820 GOOD             NGS
 MM0539
 MM0539                          STATION DESCRIPTION
 MM0539
 MM0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0539'20.0 KM (12.40 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0539'COURTHOUSE IN TRYON, 25.8 M (84.6 FT) SOUTH-SOUTHWEST OF A FENCE
 MM0539'CORNER, 25.4 M (83.3 FT) EAST-SOUTHEAST OF AND LEVEL WITH THE HIGHWAY
 MM0539'CENTERLINE, 6.5 M (21.3 FT) NORTH-NORTHEAST OF THE CENTER OF A FIELD
 MM0539'ENTRANCE, 1.0 M (3.3 FT) WEST-NORTHWEST OF A WITNESS POST AND FENCE,
 MM0539'AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 MM0539'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0400 ***********************************************************************
 NN0400  DESIGNATION -  Z 220
 NN0400  PID         -  NN0400
 NN0400  STATE/COUNTY-  NE/BOYD
 NN0400  COUNTRY     -  US
 NN0400  USGS QUAD   -  NAPER SW (2017)
 NN0400
 NN0400                         *CURRENT SURVEY CONTROL
 NN0400  ______________________________________________________________________
 NN0400* NAD 83(1986) POSITION- 42 52 10.87   (N) 099 10 44.48   (W)   HD_HELD1
 NN0400* NAVD 88 ORTHO HEIGHT -   584.648 (meters)     1918.13  (feet) ADJUSTED
 NN0400  ______________________________________________________________________
 NN0400  GEOID HEIGHT    -        -24.895 (meters)                     GEOID18
 NN0400  DYNAMIC HEIGHT  -        584.432 (meters)     1917.42  (feet) COMP
 NN0400  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 NN0400
 NN0400  VERT ORDER      -  SECOND    CLASS 0
 NN0400
 NN0400.The horizontal coordinates were determined by differentially corrected
 NN0400.hand held GPS observations or other comparable positioning techniques
 NN0400.and have an estimated accuracy of +/- 3 meters.
 NN0400
 NN0400.The orthometric height was determined by differential leveling and
 NN0400.adjusted by the NATIONAL GEODETIC SURVEY
 NN0400.in June 1991.
 NN0400
 NN0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0400.GEOID18 height accuracy estimate available here.
 NN0400
 NN0400.Click photographs - Photos may exist for this station.
 NN0400
 NN0400.The dynamic height is computed by dividing the NAVD 88
 NN0400.geopotential number by the normal gravity value computed on the
 NN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0400.degrees latitude (g = 980.6199 gals.).
 NN0400
 NN0400.The modeled gravity was interpolated from observed gravity values.
 NN0400
 NN0400;                    North         East    Units  Estimated Accuracy
 NN0400;SPC NE       -   337,463.4     567,079.8     MT  (+/- 3 meters HH1 GPS) 
 NN0400
 NN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8537746359(NAD 83)
 NN0400
 NN0400                          SUPERSEDED SURVEY CONTROL
 NN0400
 NN0400  NGVD 29 (??/??/92)  584.388  (m)         1917.28   (f) ADJ UNCH    2 0
 NN0400
 NN0400.Superseded values are not recommended for survey control.
 NN0400
 NN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0400.See file dsdata.pdf to determine how the superseded data were derived.
 NN0400
 NN0400_MARKER: DB = BENCH MARK DISK
 NN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0400_STAMPING: Z 220 1946
 NN0400_MARK LOGO: CGS
 NN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0400+STABILITY: SURFACE MOTION
 NN0400
 NN0400  HISTORY     - Date     Condition        Report By
 NN0400  HISTORY     - 1946     MONUMENTED       CGS
 NN0400
 NN0400                          STATION DESCRIPTION
 NN0400
 NN0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0400'13 MI SE FROM BROCKSBURG.
 NN0400'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0400'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0400'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0400'EAST 5.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0400'MARK IS AT THE SOUTHWEST CORNER OF A SCHOOL YARD, 81.0 FEET WEST
 NN0400'OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 29.0 FEET NORTH
 NN0400'OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD,
 NN0400'6.0 FEET WEST OF THE WEST END OF A WIRE GATE, 1.0 FOOT NORTH OF A
 NN0400'FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0400'DISK STAMPED Z 220 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0400'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1596 ***********************************************************************
 NM1596  DESIGNATION -  Z 221 RESET
 NM1596  PID         -  NM1596
 NM1596  STATE/COUNTY-  NE/ANTELOPE
 NM1596  COUNTRY     -  US
 NM1596  USGS QUAD   -  BRUNSWICK (2017)
 NM1596
 NM1596                         *CURRENT SURVEY CONTROL
 NM1596  ______________________________________________________________________
 NM1596* NAD 83(1986) POSITION- 42 20 59.     (N) 097 55 56.     (W)   SCALED
 NM1596* NAVD 88 ORTHO HEIGHT -   546.09  (+/-2cm)     1791.6   (feet) VERTCON
 NM1596  ______________________________________________________________________
 NM1596  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 NM1596  VERT ORDER      -  THIRD (See Below)
 NM1596
 NM1596.The horizontal coordinates were scaled from a map and have
 NM1596.an estimated accuracy of +/- 6 seconds.
 NM1596
 NM1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1596
 NM1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1596.GEOID18 height accuracy estimate available here.
 NM1596
 NM1596.The vertical order pertains to the NGVD 29 superseded value.
 NM1596
 NM1596.Click photographs - Photos may exist for this station.
 NM1596
 NM1596;                    North         East    Units  Estimated Accuracy
 NM1596;SPC NE       -   281,430.      670,320.      MT  (+/- 180 meters Scaled)
 NM1596
 NM1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM879891(NAD 83)
 NM1596
 NM1596                          SUPERSEDED SURVEY CONTROL
 NM1596
 NM1596  NGVD 29 (01/31/13)  545.90   (m)         1791.0    (f) RESET       3  
 NM1596
 NM1596.Superseded values are not recommended for survey control.
 NM1596
 NM1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1596.See file dsdata.pdf to determine how the superseded data were derived.
 NM1596
 NM1596_MARKER: DV = VERTICAL CONTROL DISK
 NM1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1596_STAMPING: Z 221 RESET 1978
 NM1596_MARK LOGO: NGS
 NM1596_PROJECTION: FLUSH
 NM1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1596+STABILITY: SURFACE MOTION
 NM1596
 NM1596  HISTORY     - Date     Condition        Report By
 NM1596  HISTORY     - 1978     MONUMENTED       NGS
 NM1596
 NM1596                          STATION DESCRIPTION
 NM1596
 NM1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NM1596'0.8 MI NORTH FROM BRUNSWICK.
 NM1596'0.8 MILE NORTH FROM THE RAILROAD CROSSING IN BRUNSWICK, THENCE EAST
 NM1596'ALONG U.S. HIGHWAY 20 FOR 2.0 MILES TO MARK ON RIGHT, 74 FEET SOUTH
 NM1596'OF CENTER OF U.S. HIGHWAY 20, 31 FEET WEST OF CENTER OF GRAVEL ROAD,
 NM1596'14 FEET SOUTH OF FENCE CORNER, AND 1 FOOT EAST OF FENCE.
 NM1596'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0495 ***********************************************************************
 NN0495  DESIGNATION -  Z 222
 NN0495  PID         -  NN0495
 NN0495  STATE/COUNTY-  NE/ROCK
 NN0495  COUNTRY     -  US
 NN0495  USGS QUAD   -  LONG PINE (2017)
 NN0495
 NN0495                         *CURRENT SURVEY CONTROL
 NN0495  ______________________________________________________________________
 NN0495* NAD 83(1986) POSITION- 42 33 30.     (N) 099 38 25.     (W)   SCALED
 NN0495* NAVD 88 ORTHO HEIGHT -   721.922 (meters)     2368.51  (feet) ADJUSTED
 NN0495  ______________________________________________________________________
 NN0495  GEOID HEIGHT    -        -23.031 (meters)                     GEOID18
 NN0495  DYNAMIC HEIGHT  -        721.624 (meters)     2367.53  (feet) COMP
 NN0495  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 NN0495
 NN0495  VERT ORDER      -  FIRST     CLASS II
 NN0495
 NN0495.The horizontal coordinates were scaled from a map and have
 NN0495.an estimated accuracy of +/- 6 seconds.
 NN0495
 NN0495.The orthometric height was determined by differential leveling and
 NN0495.adjusted by the NATIONAL GEODETIC SURVEY
 NN0495.in June 1991.
 NN0495
 NN0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0495.GEOID18 height accuracy estimate available here.
 NN0495
 NN0495.Click photographs - Photos may exist for this station.
 NN0495
 NN0495.The dynamic height is computed by dividing the NAVD 88
 NN0495.geopotential number by the normal gravity value computed on the
 NN0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0495.degrees latitude (g = 980.6199 gals.).
 NN0495
 NN0495.The modeled gravity was interpolated from observed gravity values.
 NN0495
 NN0495;                    North         East    Units  Estimated Accuracy
 NN0495;SPC NE       -   302,620.      529,540.      MT  (+/- 180 meters Scaled)
 NN0495
 NN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN474119(NAD 83)
 NN0495
 NN0495                          SUPERSEDED SURVEY CONTROL
 NN0495
 NN0495  NGVD 29 (??/??/92)  721.655  (m)         2367.63   (f) ADJ UNCH    1 2
 NN0495
 NN0495.Superseded values are not recommended for survey control.
 NN0495
 NN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0495.See file dsdata.pdf to determine how the superseded data were derived.
 NN0495
 NN0495_MARKER: DB = BENCH MARK DISK
 NN0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0495_STAMPING: Z 222 1946
 NN0495_MARK LOGO: CGS
 NN0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0495+STABILITY: SURFACE MOTION
 NN0495
 NN0495  HISTORY     - Date     Condition        Report By
 NN0495  HISTORY     - 1946     MONUMENTED       CGS
 NN0495
 NN0495                          STATION DESCRIPTION
 NN0495
 NN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0495'4.4 MI NE FROM LONG PINE.
 NN0495'IN ROCK COUNTY, 4.4 MILES NORTHEAST OF LONG PINE, BROWN COUNTY,
 NN0495'THIS BENCH MARK MAY BE REACHED BY GOING 0.3 MILE NORTHEAST ALONG
 NN0495'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, THENCE
 NN0495'2.0 MILES EAST AND 1.1 MILES NORTH ALONG DIRT ROADS, AND THENCE
 NN0495'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 20.  IT IS 89 FEET NORTHWEST
 NN0495'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTHEAST OF THE
 NN0495'CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 4
 NN0495'FEET NORTHEAST OF C. AND N.W. RY. MILEPOST 210, 1 FOOT EAST OF A
 NN0495'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 NN0495'DISK, STAMPED Z 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0495'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0558 ***********************************************************************
 NN0558  DESIGNATION -  Z 223
 NN0558  PID         -  NN0558
 NN0558  STATE/COUNTY-  NE/KEYA PAHA
 NN0558  COUNTRY     -  US
 NN0558  USGS QUAD   -  SPRINGVIEW NW (2017)
 NN0558
 NN0558                         *CURRENT SURVEY CONTROL
 NN0558  ______________________________________________________________________
 NN0558* NAD 83(1986) POSITION- 42 53 49.78   (N) 099 38 59.87   (W)   HD_HELD1
 NN0558* NAVD 88 ORTHO HEIGHT -   670.874 (meters)     2201.03  (feet) ADJUSTED
 NN0558  ______________________________________________________________________
 NN0558  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 NN0558  DYNAMIC HEIGHT  -        670.613 (meters)     2200.17  (feet) COMP
 NN0558  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 NN0558
 NN0558  VERT ORDER      -  FIRST     CLASS II
 NN0558
 NN0558.The horizontal coordinates were determined by differentially corrected
 NN0558.hand held GPS observations or other comparable positioning techniques
 NN0558.and have an estimated accuracy of +/- 3 meters.
 NN0558
 NN0558.The orthometric height was determined by differential leveling and
 NN0558.adjusted by the NATIONAL GEODETIC SURVEY
 NN0558.in June 1991.
 NN0558
 NN0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0558.GEOID18 height accuracy estimate available here.
 NN0558
 NN0558.Click photographs - Photos may exist for this station.
 NN0558
 NN0558.The dynamic height is computed by dividing the NAVD 88
 NN0558.geopotential number by the normal gravity value computed on the
 NN0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0558.degrees latitude (g = 980.6199 gals.).
 NN0558
 NN0558.The modeled gravity was interpolated from observed gravity values.
 NN0558
 NN0558;                    North         East    Units  Estimated Accuracy
 NN0558;SPC NE       -   340,254.8     528,588.5     MT  (+/- 3 meters HH1 GPS) 
 NN0558
 NN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4693449599(NAD 83)
 NN0558
 NN0558                          SUPERSEDED SURVEY CONTROL
 NN0558
 NN0558  NGVD 29 (??/??/92)  670.587  (m)         2200.08   (f) ADJ UNCH    1 2
 NN0558
 NN0558.Superseded values are not recommended for survey control.
 NN0558
 NN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0558.See file dsdata.pdf to determine how the superseded data were derived.
 NN0558
 NN0558_MARKER: DB = BENCH MARK DISK
 NN0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0558_STAMPING: Z 223 1946
 NN0558_MARK LOGO: CGS
 NN0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0558+STABILITY: SURFACE MOTION
 NN0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0558+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 NN0558
 NN0558  HISTORY     - Date     Condition        Report By
 NN0558  HISTORY     - 1946     MONUMENTED       CGS
 NN0558  HISTORY     - 20050505 GOOD             NEDR
 NN0558
 NN0558                          STATION DESCRIPTION
 NN0558
 NN0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0558'10 MI NE FROM SPRINGVIEW.
 NN0558'ALONG A GRAVELED COUNTY ROAD, 5.0 MILES NORTH THENCE 5.0 MILES
 NN0558'EAST OF THE COURT HOUSE IN SPRINGVIEW, AT A TURN IN THE ROAD,
 NN0558'NEAR A SECTION CORNER, 200 FEET SOUTHEAST OF THE CENTER OF THE
 NN0558'ROAD AT THE CURVE, 10 FEET NORTH OF A CORNER FENCE POST, 3 FEET
 NN0558'WEST OF A FENCE, 3 FEET SOUTH OF WITNESS POST.
 NN0558
 NN0558                          STATION RECOVERY (2005)
 NN0558
 NN0558'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GLH)
 NN0558'FROM BURTON NE. WEST 3 MILES ALONG STATE HIGHWAY 12 THENCE SOUTH 1/2
 NN0558'MILE ALONG A GRAVELED COUNTY ROAD, 29.5 FEET WEST OF THE CENTER OF
 NN0558'COUNTY ROAD 8 FEET NORTH OF A FENCE CORNER 1 FOOT WEST OF A NORTH-
 NN0558'SOUTH FENCELINE BRASS CAP SET IN CONCRETE POST WITH 5/8 INCH BY 24
 NN0558'INCH REBAR SET ON NORTH SIDE.
 NN0558'51.7 FEET NORTHEAST FROM THE SOUTHWEST SECTION CORNER OF SECTION 23
 NN0558'TWN. 34 NORTH, RGE. 20 WEST. APRX. NAD 1983(1995) COORD. FOR LOCATING
 NN0558'MARK ARE NORTHING 1116319. AND EASTING 1734211.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1173 ***********************************************************************
 NM1173  DESIGNATION -  Z 224
 NM1173  PID         -  NM1173
 NM1173  STATE/COUNTY-  NE/WAYNE
 NM1173  COUNTRY     -  US
 NM1173  USGS QUAD   -  NORFOLK NE (2017)
 NM1173
 NM1173                         *CURRENT SURVEY CONTROL
 NM1173  ______________________________________________________________________
 NM1173* NAD 83(1986) POSITION- 42 08 16.     (N) 097 17 13.     (W)   SCALED
 NM1173* NAVD 88 ORTHO HEIGHT -   518.761 (meters)     1701.97  (feet) ADJUSTED
 NM1173  ______________________________________________________________________
 NM1173  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 NM1173  DYNAMIC HEIGHT  -        518.564 (meters)     1701.32  (feet) COMP
 NM1173  MODELED GRAVITY -    980,225.3   (mgal)                       NAVD 88
 NM1173
 NM1173  VERT ORDER      -  FIRST     CLASS II
 NM1173
 NM1173.The horizontal coordinates were scaled from a map and have
 NM1173.an estimated accuracy of +/- 6 seconds.
 NM1173
 NM1173.The orthometric height was determined by differential leveling and
 NM1173.adjusted by the NATIONAL GEODETIC SURVEY
 NM1173.in June 1991.
 NM1173
 NM1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1173.GEOID18 height accuracy estimate available here.
 NM1173
 NM1173.Click photographs - Photos may exist for this station.
 NM1173
 NM1173.The dynamic height is computed by dividing the NAVD 88
 NM1173.geopotential number by the normal gravity value computed on the
 NM1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1173.degrees latitude (g = 980.6199 gals.).
 NM1173
 NM1173.The modeled gravity was interpolated from observed gravity values.
 NM1173
 NM1173;                    North         East    Units  Estimated Accuracy
 NM1173;SPC NE       -   259,380.      724,190.      MT  (+/- 180 meters Scaled)
 NM1173
 NM1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM415664(NAD 83)
 NM1173
 NM1173                          SUPERSEDED SURVEY CONTROL
 NM1173
 NM1173  NGVD 29 (??/??/92)  518.563  (m)         1701.32   (f) ADJ UNCH    1 2
 NM1173
 NM1173.Superseded values are not recommended for survey control.
 NM1173
 NM1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1173.See file dsdata.pdf to determine how the superseded data were derived.
 NM1173
 NM1173_MARKER: DB = BENCH MARK DISK
 NM1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1173_STAMPING: Z 224 1947
 NM1173_MARK LOGO: CGS
 NM1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1173+STABILITY: SURFACE MOTION
 NM1173
 NM1173  HISTORY     - Date     Condition        Report By
 NM1173  HISTORY     - 1947     MONUMENTED       CGS
 NM1173
 NM1173                          STATION DESCRIPTION
 NM1173
 NM1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1173'2.2 MI NE FROM HOSKINS.
 NM1173'2.15 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1173'OMAHA RAILWAY FROM THE STATION AT HOSKINS, 0.25 MILE NORTH OF A
 NM1173'COUNTY DIRT ROAD CROSSING, AT A PRIVATE ROAD CROSSING, 165.0
 NM1173'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILE POST EMR 36, 46.0
 NM1173'FEET NORTHEAST OF THE CENTER OF THE PRIVATE ROAD CROSSING, 38.3
 NM1173'FEET EAST OF THE EAST RAIL OF THE TRACK, 26.0 FEET NORTH OF THE
 NM1173'CENTER OF THE PRIVATE ROAD, 10.5 FEET NORTH OF A TELEPHONE POLE,
 NM1173'6.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 2.2 FEET SOUTH OF A
 NM1173'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE
 NM1173'TRACK AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0616 ***********************************************************************
 NM0616  DESIGNATION -  Z 225
 NM0616  PID         -  NM0616
 NM0616  STATE/COUNTY-  NE/WAYNE
 NM0616  COUNTRY     -  US
 NM0616  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0616
 NM0616                         *CURRENT SURVEY CONTROL
 NM0616  ______________________________________________________________________
 NM0616* NAD 83(1986) POSITION- 42 15 15.     (N) 096 58 18.     (W)   SCALED
 NM0616* NAVD 88 ORTHO HEIGHT -   432.717 (meters)     1419.67  (feet) ADJUSTED
 NM0616  ______________________________________________________________________
 NM0616  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 NM0616  DYNAMIC HEIGHT  -        432.571 (meters)     1419.19  (feet) COMP
 NM0616  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 NM0616
 NM0616  VERT ORDER      -  FIRST     CLASS II
 NM0616
 NM0616.The horizontal coordinates were scaled from a map and have
 NM0616.an estimated accuracy of +/- 6 seconds.
 NM0616
 NM0616.The orthometric height was determined by differential leveling and
 NM0616.adjusted by the NATIONAL GEODETIC SURVEY
 NM0616.in June 1991.
 NM0616
 NM0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0616.GEOID18 height accuracy estimate available here.
 NM0616
 NM0616.Click photographs - Photos may exist for this station.
 NM0616
 NM0616.The dynamic height is computed by dividing the NAVD 88
 NM0616.geopotential number by the normal gravity value computed on the
 NM0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0616.degrees latitude (g = 980.6199 gals.).
 NM0616
 NM0616.The modeled gravity was interpolated from observed gravity values.
 NM0616
 NM0616;                    North         East    Units  Estimated Accuracy
 NM0616;SPC NE       -   273,160.      749,780.      MT  (+/- 180 meters Scaled)
 NM0616
 NM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM673799(NAD 83)
 NM0616
 NM0616                          SUPERSEDED SURVEY CONTROL
 NM0616
 NM0616  NGVD 29 (??/??/92)  432.544  (m)         1419.10   (f) ADJ UNCH    1 2
 NM0616
 NM0616.Superseded values are not recommended for survey control.
 NM0616
 NM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0616.See file dsdata.pdf to determine how the superseded data were derived.
 NM0616
 NM0616_MARKER: DB = BENCH MARK DISK
 NM0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0616_STAMPING: Z 225 1947
 NM0616_MARK LOGO: CGS
 NM0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0616+STABILITY: SURFACE MOTION
 NM0616
 NM0616  HISTORY     - Date     Condition        Report By
 NM0616  HISTORY     - 1947     MONUMENTED       CGS
 NM0616
 NM0616                          STATION DESCRIPTION
 NM0616
 NM0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0616'3 MI NE FROM WAYNE.
 NM0616'3.0 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0616'AND OMAHA RAILWAY FROM THE STATION AT WAYNE, ABOUT 0.3 MILE
 NM0616'NORTHEAST OF A COUNTY DIRT ROAD CROSSING, 43.8 FEET SOUTHEAST OF
 NM0616'THE SOUTHEAST RAIL OF THE TRACK, 15.0 FEET EAST SOUTHEAST OF
 NM0616'TELEPHONE POLE NO. 15/15, 2.0 FEET SOUTHWEST OF A REFERENCE POST,
 NM0616'1.8 FOOT NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, SET
 NM0616'IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK AND PROJECTING
 NM0616'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0008 ***********************************************************************
 NO0008  DESIGNATION -  Z 226
 NO0008  PID         -  NO0008
 NO0008  STATE/COUNTY-  NE/BROWN
 NO0008  COUNTRY     -  US
 NO0008  USGS QUAD   -  JOHNSTOWN (2017)
 NO0008
 NO0008                         *CURRENT SURVEY CONTROL
 NO0008  ______________________________________________________________________
 NO0008* NAD 83(1986) POSITION- 42 34 09.     (N) 100 02 51.     (W)   SCALED
 NO0008* NAVD 88 ORTHO HEIGHT -   790.800 (meters)     2594.48  (feet) ADJUSTED
 NO0008  ______________________________________________________________________
 NO0008  GEOID HEIGHT    -        -22.309 (meters)                     GEOID18
 NO0008  DYNAMIC HEIGHT  -        790.467 (meters)     2593.39  (feet) COMP
 NO0008  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 NO0008
 NO0008  VERT ORDER      -  FIRST     CLASS II
 NO0008
 NO0008.The horizontal coordinates were scaled from a map and have
 NO0008.an estimated accuracy of +/- 6 seconds.
 NO0008
 NO0008.The orthometric height was determined by differential leveling and
 NO0008.adjusted by the NATIONAL GEODETIC SURVEY
 NO0008.in June 1991.
 NO0008
 NO0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0008.GEOID18 height accuracy estimate available here.
 NO0008
 NO0008.Click photographs - Photos may exist for this station.
 NO0008
 NO0008.The dynamic height is computed by dividing the NAVD 88
 NO0008.geopotential number by the normal gravity value computed on the
 NO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0008.degrees latitude (g = 980.6199 gals.).
 NO0008
 NO0008.The modeled gravity was interpolated from observed gravity values.
 NO0008
 NO0008;                    North         East    Units  Estimated Accuracy
 NO0008;SPC NE       -   303,770.      496,100.      MT  (+/- 180 meters Scaled)
 NO0008
 NO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140135(NAD 83)
 NO0008
 NO0008                          SUPERSEDED SURVEY CONTROL
 NO0008
 NO0008  NGVD 29 (??/??/92)  790.503  (m)         2593.51   (f) ADJ UNCH    1 2
 NO0008
 NO0008.Superseded values are not recommended for survey control.
 NO0008
 NO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0008.See file dsdata.pdf to determine how the superseded data were derived.
 NO0008
 NO0008_MARKER: DB = BENCH MARK DISK
 NO0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0008_STAMPING: Z 226 1946
 NO0008_MARK LOGO: CGS
 NO0008_PROJECTION: PROJECTING 15 CENTIMETERS
 NO0008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NO0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0008+STABILITY: SURFACE MOTION
 NO0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0008+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2022
 NO0008
 NO0008  HISTORY     - Date     Condition        Report By
 NO0008  HISTORY     - 1946     MONUMENTED       CGS
 NO0008  HISTORY     - 1960     GOOD             CGS
 NO0008  HISTORY     - 1975     GOOD             NGS
 NO0008  HISTORY     - 20221212 GOOD             NEGS
 NO0008
 NO0008                          STATION DESCRIPTION
 NO0008
 NO0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NO0008'0.4 MI E FROM JOHNSTOWN.
 NO0008'0.4 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0008'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT THE
 NO0008'JUNCTION OF A DIRT ROAD LEADING NORTH, 111 FEET NORTH OF THE
 NO0008'CENTERLINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTERLINE OF THE
 NO0008'DIRT ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH
 NO0008'OF A WHITE WOODEN WITNESS POST, IN LINE WITH A ROW OF POLES,
 NO0008'AND 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NO0008'Z 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NO0008'INCHES ABOVE GROUND.
 NO0008
 NO0008                          STATION RECOVERY (1975)
 NO0008
 NO0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0008'RECOVERED IN GOOD CONDITION.
 NO0008
 NO0008                          STATION RECOVERY (2022)
 NO0008
 NO0008'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (DM)
 NO0008'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 7 (MAIN STREET) AND U.S.
 NO0008'HIGHWAY 20 IN JOHNSTOWN, NE., GO EAST ON U.S. HIGHWAY 20 APPROXIMATELY
 NO0008'0.53 MI (0.85 KM) TO THE INTERSECTION OF U.S. HIGHWAY 20 AND NORDEN
 NO0008'AVENUE.  TURN LEFT AND GO NORTH ON NORDEN AVENUE.  APPROXIMATELY 120'
 NO0008'TO THE MARK ON THE LEFT (WEST).  THE MARK IS 1.0 FT (0.3 M) NORTH OF A
 NO0008'WITNESS POST, 4.85 FT (1.5 M) NORTH-NORTHEAST OF A NAIL IN THE TOP OF
 NO0008'A CORNER FENCE POST W/ GREEN PLASTIC, 24.0 FT (7.3 M) EAST OF NAIL IN
 NO0008'THE TOP OF A FENCE POST, 111.0 FT (33.8 M) NORTH-NORTHEAST OF THE
 NO0008'CENTERLINE OF U.S. HIGHWAY 20 AT MILE POST 232.64 AND 31.0 FT (9.4 M)
 NO0008'WEST OF THE CENTERLINE OF COUNTY ROAD NORDEN AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0068 ***********************************************************************
 NO0068  DESIGNATION -  Z 227
 NO0068  PID         -  NO0068
 NO0068  STATE/COUNTY-  NE/BROWN
 NO0068  COUNTRY     -  US
 NO0068  USGS QUAD   -  WOOD LAKE NE (2017)
 NO0068
 NO0068                         *CURRENT SURVEY CONTROL
 NO0068  ______________________________________________________________________
 NO0068* NAD 83(1986) POSITION- 42 44 13.55   (N) 100 04 10.50   (W)   HD_HELD1
 NO0068* NAVD 88 ORTHO HEIGHT -   750.170 (meters)     2461.18  (feet) ADJUSTED
 NO0068  ______________________________________________________________________
 NO0068  GEOID HEIGHT    -        -22.646 (meters)                     GEOID18
 NO0068  DYNAMIC HEIGHT  -        749.873 (meters)     2460.21  (feet) COMP
 NO0068  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 NO0068
 NO0068  VERT ORDER      -  SECOND    CLASS 0
 NO0068
 NO0068.The horizontal coordinates were determined by differentially corrected
 NO0068.hand held GPS observations or other comparable positioning techniques
 NO0068.and have an estimated accuracy of +/- 3 meters.
 NO0068
 NO0068.The orthometric height was determined by differential leveling and
 NO0068.adjusted by the NATIONAL GEODETIC SURVEY
 NO0068.in June 1991.
 NO0068
 NO0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0068.GEOID18 height accuracy estimate available here.
 NO0068
 NO0068.Click photographs - Photos may exist for this station.
 NO0068
 NO0068.The dynamic height is computed by dividing the NAVD 88
 NO0068.geopotential number by the normal gravity value computed on the
 NO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0068.degrees latitude (g = 980.6199 gals.).
 NO0068
 NO0068.The modeled gravity was interpolated from observed gravity values.
 NO0068
 NO0068;                    North         East    Units  Estimated Accuracy
 NO0068;SPC NE       -   322,419.3     494,302.6     MT  (+/- 3 meters HH1 GPS) 
 NO0068
 NO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1244832175(NAD 83)
 NO0068
 NO0068                          SUPERSEDED SURVEY CONTROL
 NO0068
 NO0068  NGVD 29 (??/??/92)  749.876  (m)         2460.22   (f) ADJ UNCH    2 0
 NO0068
 NO0068.Superseded values are not recommended for survey control.
 NO0068
 NO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0068.See file dsdata.pdf to determine how the superseded data were derived.
 NO0068
 NO0068_MARKER: DB = BENCH MARK DISK
 NO0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0068_STAMPING: Z 227 1946
 NO0068_MARK LOGO: CGS
 NO0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0068+STABILITY: SURFACE MOTION
 NO0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0068+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 NO0068
 NO0068  HISTORY     - Date     Condition        Report By
 NO0068  HISTORY     - 1946     MONUMENTED       CGS
 NO0068  HISTORY     - 20121107 GOOD             GCT
 NO0068
 NO0068                          STATION DESCRIPTION
 NO0068
 NO0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0068'13.1 MI N FROM JOHNSTOWN.
 NO0068'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0068'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 12.7
 NO0068'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT AN
 NO0068'OFFSET IN THE RIGHT-OF-WAY FENCE, 32 FEET WEST OF AND ABOUT 2
 NO0068'FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF AN
 NO0068'EAST-WEST FENCE, 14 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE
 NO0068'TO A FIELD, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NO0068'DISC STAMPED Z 227 1946 AND SET IN THE TOP OF A CONCRETE POST
 NO0068'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED Z 227 1946.
 NO0068
 NO0068                          STATION RECOVERY (2012)
 NO0068
 NO0068'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NO0068'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0621 ***********************************************************************
 NM0621  DESIGNATION -  Z 229
 NM0621  PID         -  NM0621
 NM0621  STATE/COUNTY-  NE/DIXON
 NM0621  COUNTRY     -  US
 NM0621  USGS QUAD   -  WAKEFIELD SW (2017)
 NM0621
 NM0621                         *CURRENT SURVEY CONTROL
 NM0621  ______________________________________________________________________
 NM0621* NAD 83(1986) POSITION- 42 16 24.     (N) 096 52 58.     (W)   SCALED
 NM0621* NAVD 88 ORTHO HEIGHT -   422.533 (meters)     1386.26  (feet) ADJUSTED
 NM0621  ______________________________________________________________________
 NM0621  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 NM0621  DYNAMIC HEIGHT  -        422.395 (meters)     1385.81  (feet) COMP
 NM0621  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 NM0621
 NM0621  VERT ORDER      -  FIRST     CLASS II
 NM0621
 NM0621.The horizontal coordinates were scaled from a map and have
 NM0621.an estimated accuracy of +/- 6 seconds.
 NM0621
 NM0621.The orthometric height was determined by differential leveling and
 NM0621.adjusted by the NATIONAL GEODETIC SURVEY
 NM0621.in June 1991.
 NM0621
 NM0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0621.GEOID18 height accuracy estimate available here.
 NM0621
 NM0621.Click photographs - Photos may exist for this station.
 NM0621
 NM0621.The dynamic height is computed by dividing the NAVD 88
 NM0621.geopotential number by the normal gravity value computed on the
 NM0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0621.degrees latitude (g = 980.6199 gals.).
 NM0621
 NM0621.The modeled gravity was interpolated from observed gravity values.
 NM0621
 NM0621;                    North         East    Units  Estimated Accuracy
 NM0621;SPC NE       -   275,540.      757,040.      MT  (+/- 180 meters Scaled)
 NM0621
 NM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM745822(NAD 83)
 NM0621
 NM0621                          SUPERSEDED SURVEY CONTROL
 NM0621
 NM0621  NGVD 29 (??/??/92)  422.367  (m)         1385.72   (f) ADJ UNCH    1 2
 NM0621
 NM0621.Superseded values are not recommended for survey control.
 NM0621
 NM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0621.See file dsdata.pdf to determine how the superseded data were derived.
 NM0621
 NM0621_MARKER: DB = BENCH MARK DISK
 NM0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0621_STAMPING: Z 229 1947
 NM0621_MARK LOGO: CGS
 NM0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0621+STABILITY: SURFACE MOTION
 NM0621
 NM0621  HISTORY     - Date     Condition        Report By
 NM0621  HISTORY     - 1947     MONUMENTED       CGS
 NM0621  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0621
 NM0621                          STATION DESCRIPTION
 NM0621
 NM0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0621'1 MI W FROM WAKEFIELD.
 NM0621'1.0 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0621'RAILWAY FROM THE STATION AT WAKEFIELD, 35.8 FEET SOUTH OF THE
 NM0621'SOUTH RAIL OF THE TRACK, 21.3 FEET SOUTHEAST OF A STATION ONE
 NM0621'MILE SIGN POST, 10.7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 NM0621'8.8 FEET WEST OF TELEPHONE POLE NO. 10/10 (THE TENTH POLE WEST
 NM0621'OF MILE POST EMR 10), 1.5 FOOT EAST OF A REFERENCE POST, SET IN
 NM0621'A CONCRETE POST ABOUT 2 FEET BELOW THE TRACK AND PROJECTING
 NM0621'0.1 FOOT.
 NM0621
 NM0621                          STATION RECOVERY (1966)
 NM0621
 NM0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0086 ***********************************************************************
 LJ0086  DESIGNATION -  Z 23
 LJ0086  PID         -  LJ0086
 LJ0086  STATE/COUNTY-  NE/FRONTIER
 LJ0086  COUNTRY     -  US
 LJ0086  USGS QUAD   -  QUICK (2017)
 LJ0086
 LJ0086                         *CURRENT SURVEY CONTROL
 LJ0086  ______________________________________________________________________
 LJ0086* NAD 83(1986) POSITION- 40 22 45.     (N) 100 38 46.     (W)   SCALED
 LJ0086* NAVD 88 ORTHO HEIGHT -   840.159 (meters)     2756.42  (feet) ADJUSTED
 LJ0086  ______________________________________________________________________
 LJ0086  GEOID HEIGHT    -        -23.587 (meters)                     GEOID18
 LJ0086  DYNAMIC HEIGHT  -        839.612 (meters)     2754.63  (feet) COMP
 LJ0086  MODELED GRAVITY -    979,945.2   (mgal)                       NAVD 88
 LJ0086
 LJ0086  VERT ORDER      -  SECOND    CLASS 0
 LJ0086
 LJ0086.The horizontal coordinates were scaled from a map and have
 LJ0086.an estimated accuracy of +/- 6 seconds.
 LJ0086
 LJ0086.The orthometric height was determined by differential leveling and
 LJ0086.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0086.in June 1991.
 LJ0086
 LJ0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0086.GEOID18 height accuracy estimate available here.
 LJ0086
 LJ0086.Click photographs - Photos may exist for this station.
 LJ0086
 LJ0086.The dynamic height is computed by dividing the NAVD 88
 LJ0086.geopotential number by the normal gravity value computed on the
 LJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0086.degrees latitude (g = 980.6199 gals.).
 LJ0086
 LJ0086.The modeled gravity was interpolated from observed gravity values.
 LJ0086
 LJ0086;                    North         East    Units  Estimated Accuracy
 LJ0086;SPC NE       -    60,810.      445,140.      MT  (+/- 180 meters Scaled)
 LJ0086
 LJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602711(NAD 83)
 LJ0086
 LJ0086                          SUPERSEDED SURVEY CONTROL
 LJ0086
 LJ0086  NGVD 29 (??/??/92)  839.830  (m)         2755.34   (f) ADJ UNCH    2 0
 LJ0086
 LJ0086.Superseded values are not recommended for survey control.
 LJ0086
 LJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0086.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0086
 LJ0086_MARKER: DB = BENCH MARK DISK
 LJ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0086_STAMPING: Z 23 1934
 LJ0086_MARK LOGO: CGS
 LJ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0086+STABILITY: SURFACE MOTION
 LJ0086
 LJ0086  HISTORY     - Date     Condition        Report By
 LJ0086  HISTORY     - 1934     MONUMENTED       CGS
 LJ0086  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LJ0086
 LJ0086                          STATION DESCRIPTION
 LJ0086
 LJ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0086'13.1 MI N FROM MC COOK.
 LJ0086'13.1 MILES N OF AND ALONG U.S. HWY 183, IN CORNER OF SCHOOL
 LJ0086'YARD 40 FT E OF CENTER OF HIGHWAY, 42 FT N OF CENTER OF CROSS
 LJ0086'ROAD RUNNING E AND W, 8 FT E OF SCHOOL YARD FENCE AND 45 YARDS
 LJ0086'SW OF SW CORNER OF SCHOOL BUILDING.
 LJ0086
 LJ0086                          STATION RECOVERY (1957)
 LJ0086
 LJ0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LJ0086'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0087 ***********************************************************************
 LJ0087  DESIGNATION -  Z 23 RESET
 LJ0087  PID         -  LJ0087
 LJ0087  STATE/COUNTY-  NE/FRONTIER
 LJ0087  COUNTRY     -  US
 LJ0087  USGS QUAD   -  QUICK (2017)
 LJ0087
 LJ0087                         *CURRENT SURVEY CONTROL
 LJ0087  ______________________________________________________________________
 LJ0087* NAD 83(1986) POSITION- 40 22 45.46   (N) 100 38 46.53   (W)   HD_HELD1
 LJ0087* NAVD 88 ORTHO HEIGHT -   840.32  (meters)     2756.9   (feet) RESET
 LJ0087  ______________________________________________________________________
 LJ0087  GEOID HEIGHT    -        -23.586 (meters)                     GEOID18
 LJ0087  VERT ORDER      -  THIRD
 LJ0087
 LJ0087.The horizontal coordinates were determined by differentially corrected
 LJ0087.hand held GPS observations or other comparable positioning techniques
 LJ0087.and have an estimated accuracy of +/- 3 meters.
 LJ0087
 LJ0087.The orthometric height was computed from unverified reset data.
 LJ0087
 LJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0087.GEOID18 height accuracy estimate available here.
 LJ0087
 LJ0087.Click photographs - Photos may exist for this station.
 LJ0087
 LJ0087;                    North         East    Units  Estimated Accuracy
 LJ0087;SPC NE       -    60,824.2     445,128.8     MT  (+/- 3 meters HH1 GPS) 
 LJ0087
 LJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6025371157(NAD 83)
 LJ0087
 LJ0087                          SUPERSEDED SURVEY CONTROL
 LJ0087
 LJ0087  NGVD 29 (??/??/??)  839.99   (m)         2755.9    (f) RESET       3  
 LJ0087
 LJ0087.Superseded values are not recommended for survey control.
 LJ0087
 LJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0087.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0087
 LJ0087_MARKER: DB = BENCH MARK DISK
 LJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0087_STAMPING: Z 23 RESET 1957
 LJ0087_MARK LOGO: CGS
 LJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0087+STABILITY: SURFACE MOTION
 LJ0087
 LJ0087  HISTORY     - Date     Condition        Report By
 LJ0087  HISTORY     - 1957     MONUMENTED       NEDR
 LJ0087
 LJ0087                          STATION DESCRIPTION
 LJ0087
 LJ0087'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 LJ0087'12.3 MI N FROM MC COOK.
 LJ0087'IN FRONTIER COUNTY, ABOUT 12.3 MILES NORTH ALONG U.S. HIGHWAY
 LJ0087'83 FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34, AND 83 AT THE WEST
 LJ0087'EDGE OF MC COOK, ABOUT 100 YARDS EAST OF FARM BUILDINGS IN
 LJ0087'THE NORTHWEST ANGLE OF CROSSROADS, 92 FEET EAST OF THE CENTER
 LJ0087'OF U.S. HIGHWAY 83, 43 FEET NORTH OF THE CENTER OF DIRT CROSSROAD,
 LJ0087'AND 3 FEET NORTH OF A POWERLINE BRACE POLE.  THE MARK PROJECTS
 LJ0087'4 INCHES AND THE DISK IS STAMPED Z 23 RESET 1957.  NOTE-- THIS
 LJ0087'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 LJ0087'ENGINEERS OF THE STATE DEPARTMENT OF ROADS AND IRRIGATION IN
 LJ0087'1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0615 ***********************************************************************
 MK0615  DESIGNATION -  Z 232 RESET
 MK0615  PID         -  MK0615
 MK0615  STATE/COUNTY-  NE/DOUGLAS
 MK0615  COUNTRY     -  US
 MK0615  USGS QUAD   -  VALLEY (2017)
 MK0615
 MK0615                         *CURRENT SURVEY CONTROL
 MK0615  ______________________________________________________________________
 MK0615* NAD 83(1986) POSITION- 41 20 59.2    (N) 096 16 05.4    (W)   HD_HELD2
 MK0615* NAVD 88 ORTHO HEIGHT -   397.71  (meters)     1304.8   (feet) RESET
 MK0615  ______________________________________________________________________
 MK0615  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 MK0615  VERT ORDER      -  THIRD
 MK0615
 MK0615.The horizontal coordinates were established by autonomous hand held GPS
 MK0615.observations and have an estimated accuracy of +/- 10 meters.
 MK0615
 MK0615.The orthometric height was computed from unverified reset data.
 MK0615
 MK0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0615.GEOID18 height accuracy estimate available here.
 MK0615
 MK0615.Click photographs - Photos may exist for this station.
 MK0615
 MK0615;                    North         East    Units  Estimated Accuracy
 MK0615;SPC NE       -   175,101.      812,110.      MT  (+/- 10 meters HH2 GPS)
 MK0615
 MK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2854381187(NAD 83)
 MK0615
 MK0615                          SUPERSEDED SURVEY CONTROL
 MK0615
 MK0615  NGVD 29 (??/??/??)  397.56   (m)         1304.3    (f) RESET       3  
 MK0615
 MK0615.Superseded values are not recommended for survey control.
 MK0615
 MK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0615.See file dsdata.pdf to determine how the superseded data were derived.
 MK0615
 MK0615_MARKER: DB = BENCH MARK DISK
 MK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0615_STAMPING: Z 232 RESET 1950
 MK0615_MARK LOGO: CGS
 MK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0615+STABILITY: SURFACE MOTION
 MK0615
 MK0615  HISTORY     - Date     Condition        Report By
 MK0615  HISTORY     - 1950     MONUMENTED       NEDR
 MK0615  HISTORY     - 1976     GOOD             LOCSUR
 MK0615
 MK0615                          STATION DESCRIPTION
 MK0615
 MK0615'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 MK0615'0.4 MI S FROM ELK CITY.
 MK0615'0.4 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE CITY HALL AT
 MK0615'ELK CITY, THENCE 1.0 MILE SOUTH ALONG THE WATERLOO ELK CITY
 MK0615'ROAD, IN SEC. 23, T 15 N, R 10 E, 93 FEET NORTH OF A 30-INCH
 MK0615'CORRUGATED-METAL PIPE CULVERT, 40 FEET WEST OF THE CENTERLINE
 MK0615'OF THE ROAD AT SURVEY STATION 107+01, AND 2 FEET NORTH OF A
 MK0615'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z 232
 MK0615'RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
 MK0615
 MK0615                          STATION RECOVERY (1976)
 MK0615
 MK0615'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0664 ***********************************************************************
 MK0664  DESIGNATION -  Z 233
 MK0664  PID         -  MK0664
 MK0664  STATE/COUNTY-  NE/DOUGLAS
 MK0664  COUNTRY     -  US
 MK0664  USGS QUAD   -  RALSTON (2017)
 MK0664
 MK0664                         *CURRENT SURVEY CONTROL
 MK0664  ______________________________________________________________________
 MK0664* NAD 83(1986) POSITION- 41 12 40.     (N) 096 07 19.     (W)   SCALED
 MK0664* NAVD 88 ORTHO HEIGHT -   340.420 (meters)     1116.86  (feet) ADJUSTED
 MK0664  ______________________________________________________________________
 MK0664  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 MK0664  DYNAMIC HEIGHT  -        340.277 (meters)     1116.39  (feet) COMP
 MK0664  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 MK0664
 MK0664  VERT ORDER      -  SECOND    CLASS 0
 MK0664
 MK0664.The horizontal coordinates were scaled from a map and have
 MK0664.an estimated accuracy of +/- 6 seconds.
 MK0664
 MK0664.The orthometric height was determined by differential leveling and
 MK0664.adjusted by the NATIONAL GEODETIC SURVEY
 MK0664.in June 1991.
 MK0664
 MK0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0664.GEOID18 height accuracy estimate available here.
 MK0664
 MK0664.Click photographs - Photos may exist for this station.
 MK0664
 MK0664.The dynamic height is computed by dividing the NAVD 88
 MK0664.geopotential number by the normal gravity value computed on the
 MK0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0664.degrees latitude (g = 980.6199 gals.).
 MK0664
 MK0664.The modeled gravity was interpolated from observed gravity values.
 MK0664
 MK0664;                    North         East    Units  Estimated Accuracy
 MK0664;SPC NE       -   160,260.      825,020.      MT  (+/- 180 meters Scaled)
 MK0664
 MK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL412661(NAD 83)
 MK0664
 MK0664                          SUPERSEDED SURVEY CONTROL
 MK0664
 MK0664  NGVD 29 (??/??/92)  340.302  (m)         1116.47   (f) ADJ UNCH    2 0
 MK0664
 MK0664.Superseded values are not recommended for survey control.
 MK0664
 MK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0664.See file dsdata.pdf to determine how the superseded data were derived.
 MK0664
 MK0664_MARKER: DB = BENCH MARK DISK
 MK0664_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK0664+WITH SETTING: PAVEMENT
 MK0664_SP_SET: WATER TANK BASE
 MK0664_STAMPING: Z 233 1947
 MK0664_MARK LOGO: CGS
 MK0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0664+STABILITY: SURFACE MOTION
 MK0664
 MK0664  HISTORY     - Date     Condition        Report By
 MK0664  HISTORY     - 1947     MONUMENTED       CGS
 MK0664  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0664  HISTORY     - 20071011 MARK NOT FOUND   NEDR
 MK0664
 MK0664                          STATION DESCRIPTION
 MK0664
 MK0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0664'AT MILLARD.
 MK0664'AT MILLARD, AT THE CITY WATER TANK, SET IN THE TOP OF THE
 MK0664'NORTHEAST CORNER OF THE CONCRETE BASE OF THE NORTHWEST LEG OF THE
 MK0664'TANK, LEVEL WITH THE GROUND.
 MK0664
 MK0664                          STATION RECOVERY (1976)
 MK0664
 MK0664'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0664'MARK NOT FOUND.
 MK0664
 MK0664                          STATION RECOVERY (2007)
 MK0664
 MK0664'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (DM)
 MK0664'WATER TANK AND BASE ARE GONE
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0757 ***********************************************************************
 MJ0757  DESIGNATION -  Z 234
 MJ0757  PID         -  MJ0757
 MJ0757  STATE/COUNTY-  NE/WASHINGTON
 MJ0757  COUNTRY     -  US
 MJ0757  USGS QUAD   -  LOVELAND (2018)
 MJ0757
 MJ0757                         *CURRENT SURVEY CONTROL
 MJ0757  ______________________________________________________________________
 MJ0757* NAD 83(1986) POSITION- 41 24 09.     (N) 095 56 37.     (W)   SCALED
 MJ0757* NAVD 88 ORTHO HEIGHT -   302.316 (meters)      991.85  (feet) ADJUSTED
 MJ0757  ______________________________________________________________________
 MJ0757  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 MJ0757  DYNAMIC HEIGHT  -        302.179 (meters)      991.40  (feet) COMP
 MJ0757  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 MJ0757
 MJ0757  VERT ORDER      -  SECOND    CLASS 0
 MJ0757
 MJ0757.The horizontal coordinates were scaled from a map and have
 MJ0757.an estimated accuracy of +/- 6 seconds.
 MJ0757
 MJ0757.The orthometric height was determined by differential leveling and
 MJ0757.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0757.in June 1991.
 MJ0757
 MJ0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0757.GEOID18 height accuracy estimate available here.
 MJ0757
 MJ0757.Click photographs - Photos may exist for this station.
 MJ0757
 MJ0757.The dynamic height is computed by dividing the NAVD 88
 MJ0757.geopotential number by the normal gravity value computed on the
 MJ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0757.degrees latitude (g = 980.6199 gals.).
 MJ0757
 MJ0757.The modeled gravity was interpolated from observed gravity values.
 MJ0757
 MJ0757;                    North         East    Units  Estimated Accuracy
 MJ0757;SPC NE       -   182,170.      838,960.      MT  (+/- 180 meters Scaled)
 MJ0757
 MJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF539876(NAD 83)
 MJ0757
 MJ0757                          SUPERSEDED SURVEY CONTROL
 MJ0757
 MJ0757  NGVD 29 (??/??/92)  302.179  (m)          991.40   (f) ADJ UNCH    2 0
 MJ0757
 MJ0757.Superseded values are not recommended for survey control.
 MJ0757
 MJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0757.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0757
 MJ0757_MARKER: DB = BENCH MARK DISK
 MJ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0757_STAMPING: Z 234 1947
 MJ0757_MARK LOGO: CGS
 MJ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0757+STABILITY: SURFACE MOTION
 MJ0757
 MJ0757  HISTORY     - Date     Condition        Report By
 MJ0757  HISTORY     - 1947     MONUMENTED       CGS
 MJ0757  HISTORY     - 1986     GOOD             USPSQD
 MJ0757
 MJ0757                          STATION DESCRIPTION
 MJ0757
 MJ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0757'7.7 MI SE FROM FORT CALHOUN.
 MJ0757'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0757'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT ROAD,
 MJ0757'THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES
 MJ0757'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 OF A MILE EAST ALONG
 MJ0757'A GRADED DIRT ROAD, THENCE 2.3 MILES SOUTHEAST ALONG A GRADED DIRT
 MJ0757'ROAD TO THE SITE OF THE MARK.  THE MARK IS 63 FEET NORTHWEST OF THE
 MJ0757'NORTHWEST END OF A GATE, 20 FEET NORTHEAST OF AND 2 FEET LOWER THAN
 MJ0757'THE CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF A TELEPHONE POLE,
 MJ0757'10 FEET NORTHWEST OF A 24-INCH COTTONWOOD TREE, 9 FEET NORTHWEST
 MJ0757'OF THE NORTHWEST CORNER OF A SMALL FRAME BUILDING, AND 2 FEET
 MJ0757'SOUTHEAST OF A 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 MJ0757'OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 MJ0757'GROUND.
 MJ0757
 MJ0757                          STATION RECOVERY (1986)
 MJ0757
 MJ0757'RECOVERY NOTE BY US POWER SQUADRON 1986 (BS)
 MJ0757'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0636 ***********************************************************************
 NM0636  DESIGNATION -  Z 235
 NM0636  PID         -  NM0636
 NM0636  STATE/COUNTY-  NE/DIXON
 NM0636  COUNTRY     -  US
 NM0636  USGS QUAD   -  EMERSON (2017)
 NM0636
 NM0636                         *CURRENT SURVEY CONTROL
 NM0636  ______________________________________________________________________
 NM0636* NAD 83(1986) POSITION- 42 16 34.     (N) 096 43 35.     (W)   SCALED
 NM0636* NAVD 88 ORTHO HEIGHT -   436.644 (meters)     1432.56  (feet) ADJUSTED
 NM0636  ______________________________________________________________________
 NM0636  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 NM0636  DYNAMIC HEIGHT  -        436.497 (meters)     1432.07  (feet) COMP
 NM0636  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 NM0636
 NM0636  VERT ORDER      -  FIRST     CLASS II
 NM0636
 NM0636.The horizontal coordinates were scaled from a map and have
 NM0636.an estimated accuracy of +/- 6 seconds.
 NM0636
 NM0636.The orthometric height was determined by differential leveling and
 NM0636.adjusted by the NATIONAL GEODETIC SURVEY
 NM0636.in June 1991.
 NM0636
 NM0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0636.GEOID18 height accuracy estimate available here.
 NM0636
 NM0636.Click photographs - Photos may exist for this station.
 NM0636
 NM0636.The dynamic height is computed by dividing the NAVD 88
 NM0636.geopotential number by the normal gravity value computed on the
 NM0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0636.degrees latitude (g = 980.6199 gals.).
 NM0636
 NM0636.The modeled gravity was interpolated from observed gravity values.
 NM0636
 NM0636;                    North         East    Units  Estimated Accuracy
 NM0636;SPC NE       -   276,330.      769,910.      MT  (+/- 180 meters Scaled)
 NM0636
 NM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM874829(NAD 83)
 NM0636
 NM0636                          SUPERSEDED SURVEY CONTROL
 NM0636
 NM0636  NGVD 29 (??/??/92)  436.473  (m)         1432.00   (f) ADJ UNCH    1 2
 NM0636
 NM0636.Superseded values are not recommended for survey control.
 NM0636
 NM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0636.See file dsdata.pdf to determine how the superseded data were derived.
 NM0636
 NM0636_MARKER: DB = BENCH MARK DISK
 NM0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM0636_SP_SET: BRIDGE PIER
 NM0636_STAMPING: Z 235 1947
 NM0636_MARK LOGO: CGS
 NM0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0636+STABILITY: SURFACE MOTION
 NM0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0636+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1987
 NM0636
 NM0636  HISTORY     - Date     Condition        Report By
 NM0636  HISTORY     - 1947     MONUMENTED       CGS
 NM0636  HISTORY     - 19870408 GOOD             NEDR
 NM0636
 NM0636                          STATION DESCRIPTION
 NM0636
 NM0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0636'AT EMERSON.
 NM0636'AT EMERSON, ABOUT 50 YARDS EAST OF THE EAST END OF THE CHICAGO,
 NM0636'ST. PAUL, MINNEAPOLIS AND OMAHA RAILROAD STATION, ON THE CENTER
 NM0636'OF THE NORTH FACE OF THE EAST CENTER CONCRETE SUPPORT FOR THE
 NM0636'STATE HIGHWAY NO. 9 OVERPASS AND SET VERTICALLY ABOUT 2.5 FEET
 NM0636'ABOVE GROUND.
 NM0636
 NM0636                          STATION RECOVERY (1987)
 NM0636
 NM0636'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987
 NM0636'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, THE REPLACEMENT OF
 NM0636'THE OVERPASS BRIDGE REQUIRED THE MARK TO BE RELOCATED.  BENCH MARK Z
 NM0636'235 RESET WAS ESTABLISHED FROM THIS BENCH MARK AND BENCH MARK H 140.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1986 ***********************************************************************
 NM1986  DESIGNATION -  Z 235 RESET
 NM1986  PID         -  NM1986
 NM1986  STATE/COUNTY-  NE/DIXON
 NM1986  COUNTRY     -  US
 NM1986  USGS QUAD   -  EMERSON (2017)
 NM1986
 NM1986                         *CURRENT SURVEY CONTROL
 NM1986  ______________________________________________________________________
 NM1986* NAD 83(1986) POSITION- 42 16 34.     (N) 096 43 35.     (W)   SCALED
 NM1986* NAVD 88 ORTHO HEIGHT -   436.10  (meters)     1430.8   (feet) RESET
 NM1986  ______________________________________________________________________
 NM1986  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 NM1986  VERT ORDER      -  THIRD
 NM1986
 NM1986.The horizontal coordinates were scaled from a map and have
 NM1986.an estimated accuracy of +/- 6 seconds.
 NM1986
 NM1986.The orthometric height was computed from unverified reset data.
 NM1986
 NM1986.No vertical observational check was made to the station.
 NM1986
 NM1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1986.GEOID18 height accuracy estimate available here.
 NM1986
 NM1986.Click photographs - Photos may exist for this station.
 NM1986
 NM1986;                    North         East    Units  Estimated Accuracy
 NM1986;SPC NE       -   276,330.      769,910.      MT  (+/- 180 meters Scaled)
 NM1986
 NM1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM874829(NAD 83)
 NM1986
 NM1986                          SUPERSEDED SURVEY CONTROL
 NM1986
 NM1986  NGVD 29 (01/31/13)  435.93   (m)         1430.2    (f) RESET       3  
 NM1986
 NM1986.Superseded values are not recommended for survey control.
 NM1986
 NM1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1986.See file dsdata.pdf to determine how the superseded data were derived.
 NM1986
 NM1986_MARKER: DV = VERTICAL CONTROL DISK
 NM1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1986_STAMPING: Z 235 RESET 1987
 NM1986_MARK LOGO: NGS
 NM1986_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1986+STABILITY: SURFACE MOTION
 NM1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1986+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NM1986
 NM1986  HISTORY     - Date     Condition        Report By
 NM1986  HISTORY     - 1987     MONUMENTED       NEDR
 NM1986
 NM1986                          STATION DESCRIPTION
 NM1986
 NM1986'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 NM1986'AT EMERSON, 0.16 KM (0.10 MI) SOUTH ALONG MAIN STREET, FROM THE POST
 NM1986'OFFICE, THEN 0.16 KM (0.10 MI) WEST ALONG WARKNOCK, THEN 0.16 KM
 NM1986'(0.10 MI) SOUTH ALONG LOGAN, THEN 0.08 KM (0.05 MI) EAST ALONG THE
 NM1986'PROPERTY LINE OF THE CITY PARK AND THE EMERSON FERTILIZER
 NM1986'INCORPORATED TO THE BENCH MARK, 21.31 M (69.9 FT) EAST-NORTHEAST FROM
 NM1986'THE NORTHWEST CORNER OF THE EMERSON FERTILIZER STORAGE BUILDING, 2.59
 NM1986'M (8.5 FT) WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE BUILDING,
 NM1986'0.38 M (1.2 FT) NORTH FROM THE BUILDING AND A SURVEY MARKER SIGN
 NM1986'POST.  THE MARK PROJECTS 0.05 M (0.2 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0421 ***********************************************************************
 NM0421  DESIGNATION -  Z 236
 NM0421  PID         -  NM0421
 NM0421  STATE/COUNTY-  NE/DAKOTA
 NM0421  COUNTRY     -  US
 NM0421  USGS QUAD   -  HOMER (2017)
 NM0421
 NM0421                         *CURRENT SURVEY CONTROL
 NM0421  ______________________________________________________________________
 NM0421* NAD 83(1986) POSITION- 42 18 14.     (N) 096 29 24.     (W)   SCALED
 NM0421* NAVD 88 ORTHO HEIGHT -   341.507 (meters)     1120.43  (feet) ADJUSTED
 NM0421  ______________________________________________________________________
 NM0421  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 NM0421  DYNAMIC HEIGHT  -        341.394 (meters)     1120.06  (feet) COMP
 NM0421  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 NM0421
 NM0421  VERT ORDER      -  SECOND    CLASS 0
 NM0421
 NM0421.The horizontal coordinates were scaled from a map and have
 NM0421.an estimated accuracy of +/- 6 seconds.
 NM0421
 NM0421.The orthometric height was determined by differential leveling and
 NM0421.adjusted by the NATIONAL GEODETIC SURVEY
 NM0421.in June 1991.
 NM0421
 NM0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0421.GEOID18 height accuracy estimate available here.
 NM0421
 NM0421.Click photographs - Photos may exist for this station.
 NM0421
 NM0421.The dynamic height is computed by dividing the NAVD 88
 NM0421.geopotential number by the normal gravity value computed on the
 NM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0421.degrees latitude (g = 980.6199 gals.).
 NM0421
 NM0421.The modeled gravity was interpolated from observed gravity values.
 NM0421
 NM0421;                    North         East    Units  Estimated Accuracy
 NM0421;SPC NE       -   280,180.      789,270.      MT  (+/- 180 meters Scaled)
 NM0421
 NM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM068865(NAD 83)
 NM0421
 NM0421                          SUPERSEDED SURVEY CONTROL
 NM0421
 NM0421  NGVD 29 (??/??/92)  341.350  (m)         1119.91   (f) ADJ UNCH    2 0
 NM0421
 NM0421.Superseded values are not recommended for survey control.
 NM0421
 NM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0421.See file dsdata.pdf to determine how the superseded data were derived.
 NM0421
 NM0421_MARKER: DB = BENCH MARK DISK
 NM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0421_STAMPING: Z 236 1947
 NM0421_MARK LOGO: CGS
 NM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0421+STABILITY: SURFACE MOTION
 NM0421
 NM0421  HISTORY     - Date     Condition        Report By
 NM0421  HISTORY     - 1947     MONUMENTED       CGS
 NM0421
 NM0421                          STATION DESCRIPTION
 NM0421
 NM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0421'1.3 MI S FROM HOMER.
 NM0421'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0421'MAIN STREET, THENCE SOUTH 1.2 MILES ALONG U.S. HIGHWAY NO. 77
 NM0421'TO SITE OF MARK.  BENCH MARK IS 75.3 FEET WEST OF AND ABOUT
 NM0421'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 50.5 FEET EAST OF THE
 NM0421'CENTER LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK,
 NM0421'25.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD,
 NM0421'7.6 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN
 NM0421'MARKER POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0421'ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0422 ***********************************************************************
 NM0422  DESIGNATION -  Z 236 RESET
 NM0422  PID         -  NM0422
 NM0422  STATE/COUNTY-  NE/DAKOTA
 NM0422  COUNTRY     -  US
 NM0422  USGS QUAD   -  HOMER (2017)
 NM0422
 NM0422                         *CURRENT SURVEY CONTROL
 NM0422  ______________________________________________________________________
 NM0422* NAD 83(1986) POSITION- 42 18 14.     (N) 096 29 24.     (W)   SCALED
 NM0422* NAVD 88 ORTHO HEIGHT -   340.86  (meters)     1118.3   (feet) RESET
 NM0422  ______________________________________________________________________
 NM0422  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 NM0422  VERT ORDER      -  THIRD
 NM0422
 NM0422.The horizontal coordinates were scaled from a map and have
 NM0422.an estimated accuracy of +/- 6 seconds.
 NM0422
 NM0422.The orthometric height was computed from unverified reset data.
 NM0422
 NM0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0422.GEOID18 height accuracy estimate available here.
 NM0422
 NM0422.Click photographs - Photos may exist for this station.
 NM0422
 NM0422;                    North         East    Units  Estimated Accuracy
 NM0422;SPC NE       -   280,180.      789,270.      MT  (+/- 180 meters Scaled)
 NM0422
 NM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM068865(NAD 83)
 NM0422
 NM0422                          SUPERSEDED SURVEY CONTROL
 NM0422
 NM0422  NGVD 29 (??/??/??)  340.70   (m)         1117.8    (f) RESET       3  
 NM0422
 NM0422.Superseded values are not recommended for survey control.
 NM0422
 NM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0422.See file dsdata.pdf to determine how the superseded data were derived.
 NM0422
 NM0422_MARKER: DV = VERTICAL CONTROL DISK
 NM0422_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0422+WITH SETTING: INTO GROUND
 NM0422_STAMPING: Z 236 RESET 1973
 NM0422_MARK LOGO: NGS
 NM0422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0422
 NM0422  HISTORY     - Date     Condition        Report By
 NM0422  HISTORY     - 1973     MONUMENTED       NGS
 NM0422  HISTORY     - 19920414 GOOD             NEDR
 NM0422
 NM0422                          STATION DESCRIPTION
 NM0422
 NM0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0422'1.3 MI S FROM HOMER.
 NM0422'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST
 NM0422'ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0422'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 1.25 MILES TO THE
 NM0422'BENCH MARK ON THE LEFT, 3.5 FEET SOUTH OF A POWER POLE, 1 FOOT
 NM0422'NORTH-NORTHWEST OF A METAL WITNESS POST AND IN THE EAST EDGE
 NM0422'OF THE RIGHT-OF-WAY FOR HIGHWAY 77.  THE BENCH MARK IS A STANDARD
 NM0422'DISK STAMPED Z 236 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH
 NM0422'COPPER COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE
 NM0422'BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS 3 INCHES ABOVE
 NM0422'THE GROUND SURFACE.
 NM0422
 NM0422                          STATION RECOVERY (1992)
 NM0422
 NM0422'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NM0422'TO REACH THE MARK FROM THE POST IN HOMER, GO EAST ON MAIN STREET FOR
 NM0422'0.1 MI (0.2 KM) TO THE JUNCTION OF U.S.  HIGHWAY 77, TURN RIGHT AND GO
 NM0422'SOUTH ON THE HIGHWAY FOR 1.25 MI (2.01 KM) TO THE BENCH MARK ON THE
 NM0422'LEFT, 3.5 FT (1.1 M) SOUTH OF A POWER POLE, 1 FT (0.3 M)
 NM0422'NORTH-NORTHWEST OF A METAL WITNESS POST AND IN THE EAST EDGE OF THE
 NM0422'RIGHT-OF-WAY FOR HIGHWAY 77.  THE MARK IS A STANDARD DISK, CRIMPED TO
 NM0422'THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10-INCH STEEL PLATE
 NM0422'BOLTED TO THE BOTTOM, ENCASED IN A PLASTIC TILE PIPE AND LEVEL WITH
 NM0422'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0714 ***********************************************************************
 NM0714  DESIGNATION -  Z 237
 NM0714  PID         -  NM0714
 NM0714  STATE/COUNTY-  NE/THURSTON
 NM0714  COUNTRY     -  US
 NM0714  USGS QUAD   -  EMERSON SE (2017)
 NM0714
 NM0714                         *CURRENT SURVEY CONTROL
 NM0714  ______________________________________________________________________
 NM0714* NAD 83(1986) POSITION- 42 15 49.     (N) 096 32 24.     (W)   SCALED
 NM0714* NAVD 88 ORTHO HEIGHT -   407.084 (meters)     1335.57  (feet) ADJUSTED
 NM0714  ______________________________________________________________________
 NM0714  GEOID HEIGHT    -        -25.711 (meters)                     GEOID18
 NM0714  DYNAMIC HEIGHT  -        406.947 (meters)     1335.13  (feet) COMP
 NM0714  MODELED GRAVITY -    980,272.4   (mgal)                       NAVD 88
 NM0714
 NM0714  VERT ORDER      -  SECOND    CLASS 0
 NM0714
 NM0714.The horizontal coordinates were scaled from a map and have
 NM0714.an estimated accuracy of +/- 6 seconds.
 NM0714
 NM0714.The orthometric height was determined by differential leveling and
 NM0714.adjusted by the NATIONAL GEODETIC SURVEY
 NM0714.in June 1991.
 NM0714
 NM0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0714.GEOID18 height accuracy estimate available here.
 NM0714
 NM0714.Click photographs - Photos may exist for this station.
 NM0714
 NM0714.The dynamic height is computed by dividing the NAVD 88
 NM0714.geopotential number by the normal gravity value computed on the
 NM0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0714.degrees latitude (g = 980.6199 gals.).
 NM0714
 NM0714.The modeled gravity was interpolated from observed gravity values.
 NM0714
 NM0714;                    North         East    Units  Estimated Accuracy
 NM0714;SPC NE       -   275,540.      785,330.      MT  (+/- 180 meters Scaled)
 NM0714
 NM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM028819(NAD 83)
 NM0714
 NM0714                          SUPERSEDED SURVEY CONTROL
 NM0714
 NM0714  NGVD 29 (??/??/92)  406.923  (m)         1335.05   (f) ADJ UNCH    2 0
 NM0714
 NM0714.Superseded values are not recommended for survey control.
 NM0714
 NM0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0714.See file dsdata.pdf to determine how the superseded data were derived.
 NM0714
 NM0714_MARKER: DB = BENCH MARK DISK
 NM0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0714_STAMPING: Z 237 1947
 NM0714_MARK LOGO: CGS
 NM0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0714+STABILITY: SURFACE MOTION
 NM0714
 NM0714  HISTORY     - Date     Condition        Report By
 NM0714  HISTORY     - 1947     MONUMENTED       CGS
 NM0714  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM0714
 NM0714                          STATION DESCRIPTION
 NM0714
 NM0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0714'7.4 MI S FROM HOMER.
 NM0714'0.1 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0714'HOMER, THENCE 4.2 MILES SOUTH ALONG U.S. HIGHWAY 77 TO A DIRT
 NM0714'T-ROAD LEADING WEST, THENCE 3.1 MILES WEST TO A PLACE WHERE THE
 NM0714'ROAD TURNS NORTH, 59.0 FEET WEST OF THE WEST END OF A WOODEN
 NM0714'BRIDGE OVER A SMALL STREAM, 24.2 FEET SOUTH OF THE CENTER LINE
 NM0714'OF THE ROAD, 2.7 FEET WEST OF A POWER POLE, 2.0 FEET EAST OF
 NM0714'A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST.
 NM0714
 NM0714                          STATION RECOVERY (1966)
 NM0714
 NM0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0728 ***********************************************************************
 NM0728  DESIGNATION -  Z 238
 NM0728  PID         -  NM0728
 NM0728  STATE/COUNTY-  NE/THURSTON
 NM0728  COUNTRY     -  US
 NM0728  USGS QUAD   -  THURSTON (2017)
 NM0728
 NM0728                         *CURRENT SURVEY CONTROL
 NM0728  ______________________________________________________________________
 NM0728* NAD 83(1986) POSITION- 42 09 46.     (N) 096 42 16.     (W)   SCALED
 NM0728* NAVD 88 ORTHO HEIGHT -   411.329 (meters)     1349.50  (feet) ADJUSTED
 NM0728  ______________________________________________________________________
 NM0728  GEOID HEIGHT    -        -25.349 (meters)                     GEOID18
 NM0728  DYNAMIC HEIGHT  -        411.185 (meters)     1349.03  (feet) COMP
 NM0728  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 NM0728
 NM0728  VERT ORDER      -  SECOND    CLASS 0
 NM0728
 NM0728.The horizontal coordinates were scaled from a map and have
 NM0728.an estimated accuracy of +/- 6 seconds.
 NM0728
 NM0728.The orthometric height was determined by differential leveling and
 NM0728.adjusted by the NATIONAL GEODETIC SURVEY
 NM0728.in June 1991.
 NM0728
 NM0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0728.GEOID18 height accuracy estimate available here.
 NM0728
 NM0728.Click photographs - Photos may exist for this station.
 NM0728
 NM0728.The dynamic height is computed by dividing the NAVD 88
 NM0728.geopotential number by the normal gravity value computed on the
 NM0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0728.degrees latitude (g = 980.6199 gals.).
 NM0728
 NM0728.The modeled gravity was interpolated from observed gravity values.
 NM0728
 NM0728;                    North         East    Units  Estimated Accuracy
 NM0728;SPC NE       -   263,820.      772,200.      MT  (+/- 180 meters Scaled)
 NM0728
 NM0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM896704(NAD 83)
 NM0728
 NM0728                          SUPERSEDED SURVEY CONTROL
 NM0728
 NM0728  NGVD 29 (??/??/92)  411.172  (m)         1348.99   (f) ADJ UNCH    2 0
 NM0728
 NM0728.Superseded values are not recommended for survey control.
 NM0728
 NM0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0728.See file dsdata.pdf to determine how the superseded data were derived.
 NM0728
 NM0728_MARKER: DB = BENCH MARK DISK
 NM0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0728_STAMPING: Z 238 1947
 NM0728_MARK LOGO: CGS
 NM0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0728+STABILITY: SURFACE MOTION
 NM0728
 NM0728  HISTORY     - Date     Condition        Report By
 NM0728  HISTORY     - 1947     MONUMENTED       CGS
 NM0728
 NM0728                          STATION DESCRIPTION
 NM0728
 NM0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0728'1 MI S FROM THURSTON.
 NM0728'1.0 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0728'OMAHA RAILROAD FROM THE STATION AT THURSTON, AT A ROAD CROSSING,
 NM0728'1 POLE SOUTH OF MILEPOST 37-15, 53.8 FEET SOUTHEAST OF THE
 NM0728'CENTER LINE OF THE CROSSING, 38.9 FEET SOUTH OF THE CENTER OF
 NM0728'THE ROAD, 18.2 FEET EAST OF A TELEGRAPH POLE, 12.5 FEET SOUTH
 NM0728'OF A FENCE CORNER POST, 1.0 FOOT WEST OF A BARBED WIRE FENCE,
 NM0728'2.0 FEET NORTH OF A 4 X 4 MARKER POST AND SET IN THE TOP OF A
 NM0728'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0439 ***********************************************************************
 NM0439  DESIGNATION -  Z 239
 NM0439  PID         -  NM0439
 NM0439  STATE/COUNTY-  NE/THURSTON
 NM0439  COUNTRY     -  US
 NM0439  USGS QUAD   -  WALTHILL (2017)
 NM0439
 NM0439                         *CURRENT SURVEY CONTROL
 NM0439  ______________________________________________________________________
 NM0439* NAD 83(1986) POSITION- 42 12 03.     (N) 096 23 12.     (W)   SCALED
 NM0439* NAVD 88 ORTHO HEIGHT -   437.587 (meters)     1435.65  (feet) ADJUSTED
 NM0439  ______________________________________________________________________
 NM0439  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 NM0439  DYNAMIC HEIGHT  -        437.441 (meters)     1435.17  (feet) COMP
 NM0439  MODELED GRAVITY -    980,273.4   (mgal)                       NAVD 88
 NM0439
 NM0439  VERT ORDER      -  SECOND    CLASS 0
 NM0439
 NM0439.The horizontal coordinates were scaled from a map and have
 NM0439.an estimated accuracy of +/- 6 seconds.
 NM0439
 NM0439.The orthometric height was determined by differential leveling and
 NM0439.adjusted by the NATIONAL GEODETIC SURVEY
 NM0439.in June 1991.
 NM0439
 NM0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0439.GEOID18 height accuracy estimate available here.
 NM0439
 NM0439.Click photographs - Photos may exist for this station.
 NM0439
 NM0439.The dynamic height is computed by dividing the NAVD 88
 NM0439.geopotential number by the normal gravity value computed on the
 NM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0439.degrees latitude (g = 980.6199 gals.).
 NM0439
 NM0439.The modeled gravity was interpolated from observed gravity values.
 NM0439
 NM0439;                    North         East    Units  Estimated Accuracy
 NM0439;SPC NE       -   269,090.      798,260.      MT  (+/- 180 meters Scaled)
 NM0439
 NM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157753(NAD 83)
 NM0439
 NM0439                          SUPERSEDED SURVEY CONTROL
 NM0439
 NM0439  NGVD 29 (??/??/92)  437.436  (m)         1435.15   (f) ADJ UNCH    2 0
 NM0439
 NM0439.Superseded values are not recommended for survey control.
 NM0439
 NM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0439.See file dsdata.pdf to determine how the superseded data were derived.
 NM0439
 NM0439_MARKER: DB = BENCH MARK DISK
 NM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0439_STAMPING: Z 239 1947
 NM0439_MARK LOGO: CGS
 NM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0439+STABILITY: SURFACE MOTION
 NM0439
 NM0439  HISTORY     - Date     Condition        Report By
 NM0439  HISTORY     - 1947     MONUMENTED       CGS
 NM0439
 NM0439                          STATION DESCRIPTION
 NM0439
 NM0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0439'8.3 MI SE FROM WINNEBAGO.
 NM0439'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 73 E FROM THE JUNCTION
 NM0439'WITH U.S. HIGHWAY NO. 77 AT WINNEBAGO, THENCE EAST 0.8 MILE
 NM0439'ALONG A DIRT ROAD FROM THE DISTRICT NO. 35 SCHOOL, THENCE NORTH
 NM0439'1.7 MILES ALONG A DIRT ROAD, AT THE CREST OF A HILL, 1.1 MILES
 NM0439'SOUTHEAST OF BENCH MARK Y 239, 37.5 FEET EAST OF THE NORTH GATE
 NM0439'POST, 24.6 FEET NORTH OF THE EXTENDED CENTER LINE OF A FIELD
 NM0439'ENTRANCE, 15.1 FEET EAST OF THE CENTER OF THE ROAD, 1.0 FOOT
 NM0439'WEST OF A BARBED WIRE FENCE, 2.0 FEET NORTH OF A 4 IN X 4 IN
 NM0439'MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0439'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0723 ***********************************************************************
 LH0723  DESIGNATION -  Z 24
 LH0723  PID         -  LH0723
 LH0723  STATE/COUNTY-  NE/FURNAS
 LH0723  COUNTRY     -  US
 LH0723  USGS QUAD   -  HENDLEY (2017)
 LH0723
 LH0723                         *CURRENT SURVEY CONTROL
 LH0723  ______________________________________________________________________
 LH0723* NAD 83(1986) POSITION- 40 14 03.     (N) 099 53 33.     (W)   SCALED
 LH0723* NAVD 88 ORTHO HEIGHT -   710.790 (meters)     2331.98  (feet) ADJUSTED
 LH0723  ______________________________________________________________________
 LH0723  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 LH0723  DYNAMIC HEIGHT  -        710.338 (meters)     2330.50  (feet) COMP
 LH0723  MODELED GRAVITY -    979,965.2   (mgal)                       NAVD 88
 LH0723
 LH0723  VERT ORDER      -  FIRST     CLASS II
 LH0723
 LH0723.The horizontal coordinates were scaled from a map and have
 LH0723.an estimated accuracy of +/- 6 seconds.
 LH0723
 LH0723.The orthometric height was determined by differential leveling and
 LH0723.adjusted by the NATIONAL GEODETIC SURVEY
 LH0723.in June 1991.
 LH0723
 LH0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0723.GEOID18 height accuracy estimate available here.
 LH0723
 LH0723.Click photographs - Photos may exist for this station.
 LH0723
 LH0723.The dynamic height is computed by dividing the NAVD 88
 LH0723.geopotential number by the normal gravity value computed on the
 LH0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0723.degrees latitude (g = 980.6199 gals.).
 LH0723
 LH0723.The modeled gravity was interpolated from observed gravity values.
 LH0723
 LH0723;                    North         East    Units  Estimated Accuracy
 LH0723;SPC NE       -    44,510.      509,150.      MT  (+/- 180 meters Scaled)
 LH0723
 LH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240541(NAD 83)
 LH0723
 LH0723                          SUPERSEDED SURVEY CONTROL
 LH0723
 LH0723  NGVD 29 (??/??/92)  710.506  (m)         2331.05   (f) ADJ UNCH    1 2
 LH0723
 LH0723.Superseded values are not recommended for survey control.
 LH0723
 LH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0723.See file dsdata.pdf to determine how the superseded data were derived.
 LH0723
 LH0723_MARKER: DB = BENCH MARK DISK
 LH0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0723_STAMPING: Z 24 1933
 LH0723_MARK LOGO: CGS
 LH0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0723+STABILITY: SURFACE MOTION
 LH0723
 LH0723  HISTORY     - Date     Condition        Report By
 LH0723  HISTORY     - 1933     MONUMENTED       CGS
 LH0723  HISTORY     - 1941     GOOD             CGS
 LH0723
 LH0723                          STATION DESCRIPTION
 LH0723
 LH0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0723'4.7 MI S FROM ARAPAHOE.
 LH0723'LOCATED 4.70 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION IN
 LH0723'ARAPAHOE, 0.10 OF MILE NORTH OF E.E. LALLMAN RANCH HOUSE, 23 FT.
 LH0723'WEST OF CENTER OF HIGHWAY, 5.5 FT. SOUTH OF CORNER OF WIRE
 LH0723'FENCE WITH CONCRETE POSTS.  STANDARD TABLET SET IN TOP OF
 LH0723'CONCRETE POST 6 IN HIGH.
 LH0723
 LH0723                          STATION RECOVERY (1941)
 LH0723
 LH0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LH0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0724 ***********************************************************************
 LH0724  DESIGNATION -  Z 24 RESET
 LH0724  PID         -  LH0724
 LH0724  STATE/COUNTY-  NE/FURNAS
 LH0724  COUNTRY     -  US
 LH0724  USGS QUAD   -  HENDLEY (2017)
 LH0724
 LH0724                         *CURRENT SURVEY CONTROL
 LH0724  ______________________________________________________________________
 LH0724* NAD 83(1986) POSITION- 40 14 03.     (N) 099 53 33.     (W)   SCALED
 LH0724* NAVD 88 ORTHO HEIGHT -   709.502 (meters)     2327.76  (feet) ADJUSTED
 LH0724  ______________________________________________________________________
 LH0724  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 LH0724  DYNAMIC HEIGHT  -        709.050 (meters)     2326.27  (feet) COMP
 LH0724  MODELED GRAVITY -    979,965.2   (mgal)                       NAVD 88
 LH0724
 LH0724  VERT ORDER      -  FIRST     CLASS II
 LH0724
 LH0724.The horizontal coordinates were scaled from a map and have
 LH0724.an estimated accuracy of +/- 6 seconds.
 LH0724
 LH0724.The orthometric height was determined by differential leveling and
 LH0724.adjusted by the NATIONAL GEODETIC SURVEY
 LH0724.in June 1991.
 LH0724
 LH0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0724.GEOID18 height accuracy estimate available here.
 LH0724
 LH0724.Click photographs - Photos may exist for this station.
 LH0724
 LH0724.The dynamic height is computed by dividing the NAVD 88
 LH0724.geopotential number by the normal gravity value computed on the
 LH0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0724.degrees latitude (g = 980.6199 gals.).
 LH0724
 LH0724.The modeled gravity was interpolated from observed gravity values.
 LH0724
 LH0724;                    North         East    Units  Estimated Accuracy
 LH0724;SPC NE       -    44,510.      509,150.      MT  (+/- 180 meters Scaled)
 LH0724
 LH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240541(NAD 83)
 LH0724
 LH0724                          SUPERSEDED SURVEY CONTROL
 LH0724
 LH0724  NGVD 29 (??/??/??)  709.23   (m)         2326.9    (f) RESET       3  
 LH0724  NGVD 29 (02/14/92)  709.212  (m)         2326.81   (f) ADJUSTED    1 2
 LH0724
 LH0724.Superseded values are not recommended for survey control.
 LH0724
 LH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0724.See file dsdata.pdf to determine how the superseded data were derived.
 LH0724
 LH0724_MARKER: DB = BENCH MARK DISK
 LH0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0724_STAMPING: Z 24 RESET 1949
 LH0724_MARK LOGO: CGS
 LH0724_PROJECTION: FLUSH
 LH0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0724+STABILITY: SURFACE MOTION
 LH0724
 LH0724  HISTORY     - Date     Condition        Report By
 LH0724  HISTORY     - 1949     MONUMENTED       NEDR
 LH0724  HISTORY     - 1986     GOOD             NGS
 LH0724
 LH0724                          STATION DESCRIPTION
 LH0724
 LH0724'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1949
 LH0724'4.7 MI S FROM ARAPAHOE.
 LH0724'4.7 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0724'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 0.2 MILE
 LH0724'NORTH OF THE E.E. LALLMAN RANCH HOUSE, AT THE SOUTHWEST CORNER
 LH0724'OF SECTION 11, T 3 N, R 23 W, AND 50 FEET EAST OF THE CENTERLINE
 LH0724'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 24 RESET 1949 AND
 LH0724'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LH0724'GROUND.
 LH0724
 LH0724                          STATION RECOVERY (1986)
 LH0724
 LH0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0724'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 LH0724'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0724'34 AT ARAPAHOE, 0.16 KM (0.1 MI) NORTH OF MILEPOST 16, 14.9 METERS (49
 LH0724'FT) EAST OF THE HIGHWAY CENTERLINE, 85.7 METERS (281 FT) SOUTH OF THE
 LH0724'SOUTH END OF A WIRE GATE, 14.0 METERS (46 FT) NORTH OF A FENCE CORNER
 LH0724'AND 0.15 METER (0.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 LH0724'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0724'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0624 ***********************************************************************
 MK0624  DESIGNATION -  Z 242
 MK0624  PID         -  MK0624
 MK0624  STATE/COUNTY-  NE/DOUGLAS
 MK0624  COUNTRY     -  US
 MK0624  USGS QUAD   -  ELKHORN (2017)
 MK0624
 MK0624                         *CURRENT SURVEY CONTROL
 MK0624  ______________________________________________________________________
 MK0624* NAD 83(1986) POSITION- 41 21 28.     (N) 096 12 59.     (W)   SCALED
 MK0624* NAVD 88 ORTHO HEIGHT -   392.776 (meters)     1288.63  (feet) ADJUSTED
 MK0624  ______________________________________________________________________
 MK0624  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 MK0624  DYNAMIC HEIGHT  -        392.592 (meters)     1288.03  (feet) COMP
 MK0624  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 MK0624
 MK0624  VERT ORDER      -  SECOND    CLASS 0
 MK0624
 MK0624.The horizontal coordinates were scaled from a map and have
 MK0624.an estimated accuracy of +/- 6 seconds.
 MK0624
 MK0624.The orthometric height was determined by differential leveling and
 MK0624.adjusted by the NATIONAL GEODETIC SURVEY
 MK0624.in June 1991.
 MK0624
 MK0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0624.GEOID18 height accuracy estimate available here.
 MK0624
 MK0624.Click photographs - Photos may exist for this station.
 MK0624
 MK0624.The dynamic height is computed by dividing the NAVD 88
 MK0624.geopotential number by the normal gravity value computed on the
 MK0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0624.degrees latitude (g = 980.6199 gals.).
 MK0624
 MK0624.The modeled gravity was interpolated from observed gravity values.
 MK0624
 MK0624;                    North         East    Units  Estimated Accuracy
 MK0624;SPC NE       -   176,180.      816,400.      MT  (+/- 180 meters Scaled)
 MK0624
 MK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL328822(NAD 83)
 MK0624
 MK0624                          SUPERSEDED SURVEY CONTROL
 MK0624
 MK0624  NGVD 29 (??/??/92)  392.636  (m)         1288.17   (f) ADJ UNCH    2 0
 MK0624
 MK0624.Superseded values are not recommended for survey control.
 MK0624
 MK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0624.See file dsdata.pdf to determine how the superseded data were derived.
 MK0624
 MK0624_MARKER: DB = BENCH MARK DISK
 MK0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0624_STAMPING: Z 242 1947
 MK0624_MARK LOGO: CGS
 MK0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0624+STABILITY: SURFACE MOTION
 MK0624
 MK0624  HISTORY     - Date     Condition        Report By
 MK0624  HISTORY     - 1947     MONUMENTED       CGS
 MK0624  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0624  HISTORY     - 20170413 MARK NOT FOUND   NEDR
 MK0624
 MK0624                          STATION DESCRIPTION
 MK0624
 MK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0624'3.3 MI SE FROM ELK CITY.
 MK0624'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0624'SCHOOL AT ELK CITY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 MK0624'NORTH, 63.0 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING
 MK0624'NORTH, 27.3 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.7
 MK0624'FEET NORTHWEST OF TELEPHONE POLE NO. 309, 2.0 FEET SOUTHEAST
 MK0624'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0624'ELEVATION AS THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0624
 MK0624                          STATION RECOVERY (1976)
 MK0624
 MK0624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0624'MARK NOT FOUND.
 MK0624
 MK0624                          STATION RECOVERY (2017)
 MK0624
 MK0624'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2017 (JEN)
 MK0624'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0145 ***********************************************************************
 MK0145  DESIGNATION -  Z 243
 MK0145  PID         -  MK0145
 MK0145  STATE/COUNTY-  NE/WASHINGTON
 MK0145  COUNTRY     -  US
 MK0145  USGS QUAD   -  HERMAN (2017)
 MK0145
 MK0145                         *CURRENT SURVEY CONTROL
 MK0145  ______________________________________________________________________
 MK0145* NAD 83(1986) POSITION- 41 40 57.     (N) 096 09 16.     (W)   SCALED
 MK0145* NAVD 88 ORTHO HEIGHT -   311.410 (meters)     1021.68  (feet) ADJUSTED
 MK0145  ______________________________________________________________________
 MK0145  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 MK0145  DYNAMIC HEIGHT  -        311.280 (meters)     1021.26  (feet) COMP
 MK0145  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MK0145
 MK0145  VERT ORDER      -  SECOND    CLASS 0
 MK0145
 MK0145.The horizontal coordinates were scaled from a map and have
 MK0145.an estimated accuracy of +/- 6 seconds.
 MK0145
 MK0145.The orthometric height was determined by differential leveling and
 MK0145.adjusted by the NATIONAL GEODETIC SURVEY
 MK0145.in June 1991.
 MK0145
 MK0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0145.GEOID18 height accuracy estimate available here.
 MK0145
 MK0145.Click photographs - Photos may exist for this station.
 MK0145
 MK0145.The dynamic height is computed by dividing the NAVD 88
 MK0145.geopotential number by the normal gravity value computed on the
 MK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0145.degrees latitude (g = 980.6199 gals.).
 MK0145
 MK0145.The modeled gravity was interpolated from observed gravity values.
 MK0145
 MK0145;                    North         East    Units  Estimated Accuracy
 MK0145;SPC NE       -   212,420.      819,970.      MT  (+/- 180 meters Scaled)
 MK0145
 MK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM368184(NAD 83)
 MK0145
 MK0145                          SUPERSEDED SURVEY CONTROL
 MK0145
 MK0145  NGVD 29 (??/??/92)  311.269  (m)         1021.22   (f) ADJ UNCH    2 0
 MK0145
 MK0145.Superseded values are not recommended for survey control.
 MK0145
 MK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0145.See file dsdata.pdf to determine how the superseded data were derived.
 MK0145
 MK0145_MARKER: DB = BENCH MARK DISK
 MK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0145_STAMPING: Z 243 1947
 MK0145_MARK LOGO: CGS
 MK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0145+STABILITY: SURFACE MOTION
 MK0145
 MK0145  HISTORY     - Date     Condition        Report By
 MK0145  HISTORY     - 1947     MONUMENTED       CGS
 MK0145  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0145
 MK0145                          STATION DESCRIPTION
 MK0145
 MK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0145'5.1 MI NE FROM HERMAN.
 MK0145'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0145'AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD AND 1.5
 MK0145'MILE NORTH ALONG A DIRT ROAD, 89.0 FEET SOUTH OF THE SOUTH END
 MK0145'OF A STEEL BRIDGE OVER A DRAINAGE CANAL WHICH FOLLOWS THE
 MK0145'BURT-WASHINGTON COUNTY LINE, 33.0 FEET EAST OF THE CENTER OF THE
 MK0145'ROAD, 7.5 FEET NORTHEAST OF THE MOST WESTERLY POLE AND 6.0 FEET
 MK0145'NORTH OF THE MOST EASTERLY POLE OF A DOUBLE POLE TYPE OF POWER
 MK0145'LINE SUPPORT, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN A
 MK0145'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0145'0.2 FOOT.
 MK0145
 MK0145                          STATION RECOVERY (1974)
 MK0145
 MK0145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0136 ***********************************************************************
 MK0136  DESIGNATION -  Z 244
 MK0136  PID         -  MK0136
 MK0136  STATE/COUNTY-  NE/WASHINGTON
 MK0136  COUNTRY     -  US
 MK0136  USGS QUAD   -  BLAIR (2017)
 MK0136
 MK0136                         *CURRENT SURVEY CONTROL
 MK0136  ______________________________________________________________________
 MK0136* NAD 83(1986) POSITION- 41 34 54.     (N) 096 07 34.     (W)   SCALED
 MK0136* NAVD 88 ORTHO HEIGHT -   308.076 (meters)     1010.75  (feet) ADJUSTED
 MK0136  ______________________________________________________________________
 MK0136  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 MK0136  DYNAMIC HEIGHT  -        307.939 (meters)     1010.30  (feet) COMP
 MK0136  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 MK0136
 MK0136  VERT ORDER      -  SECOND    CLASS 0
 MK0136
 MK0136.The horizontal coordinates were scaled from a map and have
 MK0136.an estimated accuracy of +/- 6 seconds.
 MK0136
 MK0136.The orthometric height was determined by differential leveling and
 MK0136.adjusted by the NATIONAL GEODETIC SURVEY
 MK0136.in June 1991.
 MK0136
 MK0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0136.GEOID18 height accuracy estimate available here.
 MK0136
 MK0136.Click photographs - Photos may exist for this station.
 MK0136
 MK0136.The dynamic height is computed by dividing the NAVD 88
 MK0136.geopotential number by the normal gravity value computed on the
 MK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0136.degrees latitude (g = 980.6199 gals.).
 MK0136
 MK0136.The modeled gravity was interpolated from observed gravity values.
 MK0136
 MK0136;                    North         East    Units  Estimated Accuracy
 MK0136;SPC NE       -   201,340.      822,830.      MT  (+/- 180 meters Scaled)
 MK0136
 MK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM395073(NAD 83)
 MK0136
 MK0136                          SUPERSEDED SURVEY CONTROL
 MK0136
 MK0136  NGVD 29 (??/??/92)  307.935  (m)         1010.28   (f) ADJ UNCH    2 0
 MK0136
 MK0136.Superseded values are not recommended for survey control.
 MK0136
 MK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0136.See file dsdata.pdf to determine how the superseded data were derived.
 MK0136
 MK0136_MARKER: DB = BENCH MARK DISK
 MK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0136_STAMPING: Z 244 1947
 MK0136_MARK LOGO: CGS
 MK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0136+STABILITY: SURFACE MOTION
 MK0136
 MK0136  HISTORY     - Date     Condition        Report By
 MK0136  HISTORY     - 1947     MONUMENTED       CGS
 MK0136  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0136
 MK0136                          STATION DESCRIPTION
 MK0136
 MK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0136'3 MI N FROM BLAIR.
 MK0136'0.3 MILE EAST ALONG U.S. HIGHWAY NO. 30 FROM THE UNION RAILROAD
 MK0136'STATION AT BLAIR, THENCE 2.65 MILES NORTH ALONG A GRAVEL ROAD,
 MK0136'82.0 FEET SOUTH OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING
 MK0136'EAST TO A FARM HOUSE, 35.0 FEET EAST OF THE CENTER OF THE MAIN
 MK0136'ROAD, 12.3 FEET SOUTH OF A FENCE CORNER POST, 7.5 FEET SOUTHEAST
 MK0136'OF A POWER LINE POLE, 2.0 FEET SOUTH OF A REFERENCE POST, 0.8
 MK0136'FOOT WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0136'POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0136'NOTE-- ROAD DITCH HAS BEEN WIDENED AND DIRT POSSIBLY PUT ON TOP
 MK0136'OF TABLET.
 MK0136
 MK0136                          STATION RECOVERY (1965)
 MK0136
 MK0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0283 ***********************************************************************
 MK0283  DESIGNATION -  Z 245
 MK0283  PID         -  MK0283
 MK0283  STATE/COUNTY-  NE/BURT
 MK0283  COUNTRY     -  US
 MK0283  USGS QUAD   -  BERTHA (2017)
 MK0283
 MK0283                         *CURRENT SURVEY CONTROL
 MK0283  ______________________________________________________________________
 MK0283* NAD 83(1986) POSITION- 41 56 45.     (N) 096 18 39.     (W)   SCALED
 MK0283* NAVD 88 ORTHO HEIGHT -   358.989 (meters)     1177.78  (feet) ADJUSTED
 MK0283  ______________________________________________________________________
 MK0283  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 MK0283  DYNAMIC HEIGHT  -        358.859 (meters)     1177.36  (feet) COMP
 MK0283  MODELED GRAVITY -    980,249.6   (mgal)                       NAVD 88
 MK0283
 MK0283  VERT ORDER      -  SECOND    CLASS 0
 MK0283
 MK0283.The horizontal coordinates were scaled from a map and have
 MK0283.an estimated accuracy of +/- 6 seconds.
 MK0283
 MK0283.The orthometric height was determined by differential leveling and
 MK0283.adjusted by the NATIONAL GEODETIC SURVEY
 MK0283.in June 1991.
 MK0283
 MK0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0283.GEOID18 height accuracy estimate available here.
 MK0283
 MK0283.Click photographs - Photos may exist for this station.
 MK0283
 MK0283.The dynamic height is computed by dividing the NAVD 88
 MK0283.geopotential number by the normal gravity value computed on the
 MK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0283.degrees latitude (g = 980.6199 gals.).
 MK0283
 MK0283.The modeled gravity was interpolated from observed gravity values.
 MK0283
 MK0283;                    North         East    Units  Estimated Accuracy
 MK0283;SPC NE       -   241,070.      805,720.      MT  (+/- 180 meters Scaled)
 MK0283
 MK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM229472(NAD 83)
 MK0283
 MK0283                          SUPERSEDED SURVEY CONTROL
 MK0283
 MK0283  NGVD 29 (??/??/92)  358.841  (m)         1177.30   (f) ADJ UNCH    2 0
 MK0283
 MK0283.Superseded values are not recommended for survey control.
 MK0283
 MK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0283.See file dsdata.pdf to determine how the superseded data were derived.
 MK0283
 MK0283_MARKER: DB = BENCH MARK DISK
 MK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0283_STAMPING: Z 245 1947
 MK0283_MARK LOGO: CGS
 MK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0283+STABILITY: SURFACE MOTION
 MK0283
 MK0283  HISTORY     - Date     Condition        Report By
 MK0283  HISTORY     - 1947     MONUMENTED       CGS
 MK0283
 MK0283                          STATION DESCRIPTION
 MK0283
 MK0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0283'6.7 MI SW FROM DECATUR.
 MK0283'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0283'DECATUR, THENCE 5.4 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 MK0283'NO. 118, 0.2 MILE NORTHEAST OF A WOODEN BRIDGE OVER A CREEK, 0.1
 MK0283'MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING WEST, ON
 MK0283'THE OUTSIDE OF A SHARP PROMINENT CURVE AND ACROSS THE HIGHWAY
 MK0283'FROM A SAND STONE BANK, 50.0 FEET NORTHWEST OF THE CENTER OF THE
 MK0283'HIGHWAY, 6.2 FEET SOUTHEAST OF TELEPHONE POLE NO. 3, 1.7 FOOT
 MK0283'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 5 FEET
 MK0283'BELOW THE HIGHWAY AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0419 ***********************************************************************
 MK0419  DESIGNATION -  Z 246
 MK0419  PID         -  MK0419
 MK0419  STATE/COUNTY-  NE/WASHINGTON
 MK0419  COUNTRY     -  US
 MK0419  USGS QUAD   -  BLAIR (2017)
 MK0419
 MK0419                         *CURRENT SURVEY CONTROL
 MK0419  ______________________________________________________________________
 MK0419* NAD 83(1986) POSITION- 41 32 42.     (N) 096 12 46.     (W)   SCALED
 MK0419* NAVD 88 ORTHO HEIGHT -   376.380 (meters)     1234.84  (feet) ADJUSTED
 MK0419  ______________________________________________________________________
 MK0419  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 MK0419  DYNAMIC HEIGHT  -        376.208 (meters)     1234.28  (feet) COMP
 MK0419  MODELED GRAVITY -    980,154.1   (mgal)                       NAVD 88
 MK0419
 MK0419  VERT ORDER      -  SECOND    CLASS 0
 MK0419
 MK0419.The horizontal coordinates were scaled from a map and have
 MK0419.an estimated accuracy of +/- 6 seconds.
 MK0419
 MK0419.The orthometric height was determined by differential leveling and
 MK0419.adjusted by the NATIONAL GEODETIC SURVEY
 MK0419.in June 1991.
 MK0419
 MK0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0419.GEOID18 height accuracy estimate available here.
 MK0419
 MK0419.Click photographs - Photos may exist for this station.
 MK0419
 MK0419.The dynamic height is computed by dividing the NAVD 88
 MK0419.geopotential number by the normal gravity value computed on the
 MK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0419.degrees latitude (g = 980.6199 gals.).
 MK0419
 MK0419.The modeled gravity was interpolated from observed gravity values.
 MK0419
 MK0419;                    North         East    Units  Estimated Accuracy
 MK0419;SPC NE       -   196,960.      815,790.      MT  (+/- 180 meters Scaled)
 MK0419
 MK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM324030(NAD 83)
 MK0419
 MK0419                          SUPERSEDED SURVEY CONTROL
 MK0419
 MK0419  NGVD 29 (??/??/92)  376.233  (m)         1234.36   (f) ADJ UNCH    2 0
 MK0419
 MK0419.Superseded values are not recommended for survey control.
 MK0419
 MK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0419.See file dsdata.pdf to determine how the superseded data were derived.
 MK0419
 MK0419_MARKER: DB = BENCH MARK DISK
 MK0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0419_STAMPING: Z 246 1947
 MK0419_MARK LOGO: CGS
 MK0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0419+STABILITY: SURFACE MOTION
 MK0419
 MK0419  HISTORY     - Date     Condition        Report By
 MK0419  HISTORY     - 1947     MONUMENTED       CGS
 MK0419
 MK0419                          STATION DESCRIPTION
 MK0419
 MK0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0419'3 MI E FROM ORUM.
 MK0419'3.0 MILES EAST ALONG STATE HIGHWAY NO. 91 FROM THE SCHOOL AT
 MK0419'ORUM, AT THE NORTHWEST CORNER OF A COUNTRY SCHOOL YARD, 86.0 FEET
 MK0419'SOUTH OF THE CENTER OF THE HIGHWAY, 70.0 FEET NORTHWEST OF THE
 MK0419'NORTHWEST CORNER OF THE SCHOOL BUILDING, 50.3 FEET SOUTH OF THE
 MK0419'NORTHWEST CORNER OF THE IRON SCHOOL YARD FENCE, 43.0 FEET EAST
 MK0419'OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 7.1 FEET EAST OF THE
 MK0419'SCHOOL YARD FENCE, 6.2 FEET SOUTH OF THE SOUTH SIDE OF A 30-INCH
 MK0419'BOXELDER TREE, 1.5 FOOT NORTH OF A REFERENCE POST, SET IN A
 MK0419'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND AND ABOUT
 MK0419'8.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0397 ***********************************************************************
 MK0397  DESIGNATION -  Z 247
 MK0397  PID         -  MK0397
 MK0397  STATE/COUNTY-  NE/WASHINGTON
 MK0397  COUNTRY     -  US
 MK0397  USGS QUAD   -  NICKERSON NW (2017)
 MK0397
 MK0397                         *CURRENT SURVEY CONTROL
 MK0397  ______________________________________________________________________
 MK0397* NAD 83(1986) POSITION- 41 40 09.     (N) 096 25 00.     (W)   SCALED
 MK0397* NAVD 88 ORTHO HEIGHT -   414.135 (meters)     1358.71  (feet) ADJUSTED
 MK0397  ______________________________________________________________________
 MK0397  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 MK0397  DYNAMIC HEIGHT  -        413.968 (meters)     1358.16  (feet) COMP
 MK0397  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 MK0397
 MK0397  VERT ORDER      -  SECOND    CLASS 0
 MK0397
 MK0397.The horizontal coordinates were scaled from a map and have
 MK0397.an estimated accuracy of +/- 6 seconds.
 MK0397
 MK0397.The orthometric height was determined by differential leveling and
 MK0397.adjusted by the NATIONAL GEODETIC SURVEY
 MK0397.in June 1991.
 MK0397
 MK0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0397.GEOID18 height accuracy estimate available here.
 MK0397
 MK0397.Click photographs - Photos may exist for this station.
 MK0397
 MK0397.The dynamic height is computed by dividing the NAVD 88
 MK0397.geopotential number by the normal gravity value computed on the
 MK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0397.degrees latitude (g = 980.6199 gals.).
 MK0397
 MK0397.The modeled gravity was interpolated from observed gravity values.
 MK0397
 MK0397;                    North         East    Units  Estimated Accuracy
 MK0397;SPC NE       -   210,010.      798,230.      MT  (+/- 180 meters Scaled)
 MK0397
 MK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150162(NAD 83)
 MK0397
 MK0397                          SUPERSEDED SURVEY CONTROL
 MK0397
 MK0397  NGVD 29 (??/??/92)  413.995  (m)         1358.25   (f) ADJ UNCH    2 0
 MK0397
 MK0397.Superseded values are not recommended for survey control.
 MK0397
 MK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0397.See file dsdata.pdf to determine how the superseded data were derived.
 MK0397
 MK0397_MARKER: DB = BENCH MARK DISK
 MK0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0397_STAMPING: Z 247 1947
 MK0397_MARK LOGO: CGS
 MK0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0397+STABILITY: SURFACE MOTION
 MK0397
 MK0397  HISTORY     - Date     Condition        Report By
 MK0397  HISTORY     - 1947     MONUMENTED       CGS
 MK0397  HISTORY     - 19910320 MARK NOT FOUND   NGS
 MK0397
 MK0397                          STATION DESCRIPTION
 MK0397
 MK0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0397'10.6 MI NE FROM WINSLOW.
 MK0397'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0397'FROM THE STATION AT WINSLOW, THENCE 6.15 MILES EAST ALONG A
 MK0397'GRAVEL ROAD, AT THE JUNCTION OF A PRIVATE DRIVE-WAY LEADING
 MK0397'NORTH TO A FARM HOUSE, 38.0 FEET WEST OF THE CENTER OF THE
 MK0397'PRIVATE DRIVE-WAY, 34.0 FEET SOUTH OF A POWER LINE POLE, 31.0
 MK0397'FEET NORTH OF THE CENTER OF THE MAIN ROAD, 25.0 FEET EAST OF A
 MK0397'15-INCH WALNUT TREE WHICH IS AT THE EAST END OF A ROW OF WALNUT
 MK0397'TREES, 24.5 FEET WEST OF A 2 1/2-FOOT COTTONWOOD TREE, 4.0 FEET
 MK0397'NORTH OF THE NORTH RIGHT OF WAY FENCE, 1.5 FOOT EAST OF A
 MK0397'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0397'AS THE ROAD AND PROJECTING 0.1 FOOT.
 MK0397
 MK0397                          STATION RECOVERY (1991)
 MK0397
 MK0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0463 ***********************************************************************
 NM0463  DESIGNATION -  Z 248 RESET
 NM0463  PID         -  NM0463
 NM0463  STATE/COUNTY-  NE/BURT
 NM0463  COUNTRY     -  US
 NM0463  USGS QUAD   -  MACY (2017)
 NM0463
 NM0463                         *CURRENT SURVEY CONTROL
 NM0463  ______________________________________________________________________
 NM0463* NAD 83(1986) POSITION- 42 00 23.9    (N) 096 14 59.9    (W)   HD_HELD2
 NM0463* NAVD 88 ORTHO HEIGHT -   326.39  (meters)     1070.8   (feet) RESET
 NM0463  ______________________________________________________________________
 NM0463  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 NM0463  VERT ORDER      -  THIRD
 NM0463
 NM0463.The horizontal coordinates were established by autonomous hand held GPS
 NM0463.observations and have an estimated accuracy of +/- 10 meters.
 NM0463
 NM0463.The orthometric height was computed from unverified reset data.
 NM0463
 NM0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0463.GEOID18 height accuracy estimate available here.
 NM0463
 NM0463.Click photographs - Photos may exist for this station.
 NM0463
 NM0463;                    North         East    Units  Estimated Accuracy
 NM0463;SPC NE       -   248,029.      810,469.      MT  (+/- 10 meters HH2 GPS)
 NM0463
 NM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2773654172(NAD 83)
 NM0463
 NM0463                          SUPERSEDED SURVEY CONTROL
 NM0463
 NM0463  NGVD 29 (??/??/??)  326.25   (m)         1070.4    (f) RESET       3  
 NM0463
 NM0463.Superseded values are not recommended for survey control.
 NM0463
 NM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0463.See file dsdata.pdf to determine how the superseded data were derived.
 NM0463
 NM0463_MARKER: DB = BENCH MARK DISK
 NM0463_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0463_SP_SET: STEP
 NM0463_STAMPING: Z 248 RESET 1969
 NM0463_MARK LOGO: CGS
 NM0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0463
 NM0463  HISTORY     - Date     Condition        Report By
 NM0463  HISTORY     - 1969     MONUMENTED       USACE
 NM0463  HISTORY     - 20101013 GOOD             GEOCAC
 NM0463
 NM0463                          STATION DESCRIPTION
 NM0463
 NM0463'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1969
 NM0463'AT DECATUR.
 NM0463'AT DECATUR, IN TOP OF FIRST CONCRETE STEP ABOVE DRIVEWAY GRADE
 NM0463'OF NEW CITIZENS STATE BANK, SET NEARLY FLUSH WITH THE TREAD
 NM0463'SURFACE, 0.4 FOOT NORTH OF SOUTH END OF TREAD AND 0.4 FOOT WEST
 NM0463'OF EAST EDGE OF TREAD.
 NM0463
 NM0463                          STATION RECOVERY (2010)
 NM0463
 NM0463'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 NM0463'THE BANK IS LOCATED IN THE NORTHWEST CORNER OF BROADWAY AND 8TH ST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0034 ***********************************************************************
 LH0034  DESIGNATION -  Z 249
 LH0034  PID         -  LH0034
 LH0034  STATE/COUNTY-  NE/ADAMS
 LH0034  COUNTRY     -  US
 LH0034  USGS QUAD   -  TRUMBULL (2017)
 LH0034
 LH0034                         *CURRENT SURVEY CONTROL
 LH0034  ______________________________________________________________________
 LH0034* NAD 83(1986) POSITION- 40 41 53.77   (N) 098 22 08.05   (W)   HD_HELD1
 LH0034* NAVD 88 ORTHO HEIGHT -   591.652 (meters)     1941.11  (feet) ADJUSTED
 LH0034  ______________________________________________________________________
 LH0034  GEOID HEIGHT    -        -25.182 (meters)                     GEOID18
 LH0034  DYNAMIC HEIGHT  -        591.329 (meters)     1940.05  (feet) COMP
 LH0034  MODELED GRAVITY -    980,058.9   (mgal)                       NAVD 88
 LH0034
 LH0034  VERT ORDER      -  FIRST     CLASS II
 LH0034
 LH0034.The horizontal coordinates were determined by differentially corrected
 LH0034.hand held GPS observations or other comparable positioning techniques
 LH0034.and have an estimated accuracy of +/- 3 meters.
 LH0034
 LH0034.The orthometric height was determined by differential leveling and
 LH0034.adjusted by the NATIONAL GEODETIC SURVEY
 LH0034.in June 1991.
 LH0034
 LH0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0034.GEOID18 height accuracy estimate available here.
 LH0034
 LH0034.Click photographs - Photos may exist for this station.
 LH0034
 LH0034.The dynamic height is computed by dividing the NAVD 88
 LH0034.geopotential number by the normal gravity value computed on the
 LH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0034.degrees latitude (g = 980.6199 gals.).
 LH0034
 LH0034.The modeled gravity was interpolated from observed gravity values.
 LH0034
 LH0034;                    North         East    Units  Estimated Accuracy
 LH0034;SPC NE       -    97,332.7     637,814.9     MT  (+/- 3 meters HH1 GPS) 
 LH0034
 LH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5331705454(NAD 83)
 LH0034
 LH0034                          SUPERSEDED SURVEY CONTROL
 LH0034
 LH0034  NGVD 29 (02/14/92)  591.407  (m)         1940.31   (f) ADJUSTED    1 2
 LH0034  NGVD 29 (??/??/87)  591.416  (m)         1940.34   (f) SUPERSEDED  1 2
 LH0034
 LH0034.Superseded values are not recommended for survey control.
 LH0034
 LH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0034.See file dsdata.pdf to determine how the superseded data were derived.
 LH0034
 LH0034_MARKER: DB = BENCH MARK DISK
 LH0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0034_STAMPING: Z 249 1947
 LH0034_MARK LOGO: CGS
 LH0034_PROJECTION: FLUSH
 LH0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0034+STABILITY: SURFACE MOTION
 LH0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0034+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 LH0034
 LH0034  HISTORY     - Date     Condition        Report By
 LH0034  HISTORY     - 1947     MONUMENTED       CGS
 LH0034  HISTORY     - 19910925 GOOD             NGS
 LH0034  HISTORY     - 20010810 GOOD             NEDR
 LH0034  HISTORY     - 20200629 GOOD             NE-109
 LH0034
 LH0034                          STATION DESCRIPTION
 LH0034
 LH0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0034'AT HANSEN.
 LH0034'AT HANSEN, 0.2 MILE NORTH OF THE UNION PACIFIC RAILWAY STATION,
 LH0034'AT A ROAD CROSSING, 98.7 FEET NORTHWEST OF A RAILWAY SWITCH,
 LH0034'49.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 46.6 FEET WEST
 LH0034'OF THE WEST RAIL, 15.9 FEET SOUTH OF A CONCRETE POST AT THE NORTH
 LH0034'END OF A WIRE FENCE, 2.3 FEET NORTH OF A REFERENCE POST, 1.2 FEET
 LH0034'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0034'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0034
 LH0034                          STATION RECOVERY (1991)
 LH0034
 LH0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0034'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0034'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM (0.50 MI)
 LH0034'EASTERLY ALONG A GRAVELED ROAD, 15.0 M (49.2 FT) SOUTH OF THE CENTER
 LH0034'OF THE ROAD, 14.2 M (46.6 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH0034'PACIFIC RAILROAD, 0.3 M (1.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT)
 LH0034'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0034'SURFACE.
 LH0034
 LH0034                          STATION RECOVERY (2001)
 LH0034
 LH0034'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0034'RECOVERED IN GOOD CONDITION.  FROM THE CROSSROADS OF ADAMS/HALL COUNTY
 LH0034'LINE AND HIGHWAY 281, PROCEED EAST DOWN COUNTY LINE ROAD 0.56 MILE
 LH0034'(0.90 KM) TO THE BENCH MARK.
 LH0034
 LH0034                          STATION RECOVERY (2020)
 LH0034
 LH0034'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2020 (SAP)
 LH0034'THE MARK IS 44.0 FT (13.4 M) SOUTH OF THE CENTERLINE OF BARROWS ROAD,
 LH0034'50.0 FT (15.2 M) WEST OF THE CENTERLINE OF OLD RAILROAD TRACTS, 178.0
 LH0034'FT (54.3 M) WEST OF THE CENTERLINE OF APPLE STREET AND 1.0 FT (0.3 M)
 LH0034'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0066 ***********************************************************************
 LJ0066  DESIGNATION -  Z 25
 LJ0066  PID         -  LJ0066
 LJ0066  STATE/COUNTY-  NE/RED WILLOW
 LJ0066  COUNTRY     -  US
 LJ0066  USGS QUAD   -  MCCOOK WEST (2017)
 LJ0066
 LJ0066                         *CURRENT SURVEY CONTROL
 LJ0066  ______________________________________________________________________
 LJ0066* NAD 83(1986) POSITION- 40 11 50.45   (N) 100 37 29.13   (W)   HD_HELD1
 LJ0066* NAVD 88 ORTHO HEIGHT -   765.544 (meters)     2511.62  (feet) ADJUSTED
 LJ0066  ______________________________________________________________________
 LJ0066  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 LJ0066  DYNAMIC HEIGHT  -        765.037 (meters)     2509.96  (feet) COMP
 LJ0066  MODELED GRAVITY -    979,938.5   (mgal)                       NAVD 88
 LJ0066
 LJ0066  VERT ORDER      -  FIRST     CLASS II
 LJ0066
 LJ0066.The horizontal coordinates were determined by differentially corrected
 LJ0066.hand held GPS observations or other comparable positioning techniques
 LJ0066.and have an estimated accuracy of +/- 3 meters.
 LJ0066
 LJ0066.The orthometric height was determined by differential leveling and
 LJ0066.adjusted by the NATIONAL GEODETIC SURVEY
 LJ0066.in June 1991.
 LJ0066
 LJ0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0066.GEOID18 height accuracy estimate available here.
 LJ0066
 LJ0066.Click photographs - Photos may exist for this station.
 LJ0066
 LJ0066.The dynamic height is computed by dividing the NAVD 88
 LJ0066.geopotential number by the normal gravity value computed on the
 LJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0066.degrees latitude (g = 980.6199 gals.).
 LJ0066
 LJ0066.The modeled gravity was interpolated from observed gravity values.
 LJ0066
 LJ0066;                    North         East    Units  Estimated Accuracy
 LJ0066;SPC NE       -    40,610.2     446,808.3     MT  (+/- 3 meters HH1 GPS) 
 LJ0066
 LJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6170850926(NAD 83)
 LJ0066
 LJ0066                          SUPERSEDED SURVEY CONTROL
 LJ0066
 LJ0066  NGVD 29 (??/??/92)  765.227  (m)         2510.58   (f) ADJ UNCH    1 2
 LJ0066
 LJ0066.Superseded values are not recommended for survey control.
 LJ0066
 LJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0066.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0066
 LJ0066_MARKER: DB = BENCH MARK DISK
 LJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0066_STAMPING: 2510.595 Z 25 1933
 LJ0066_MARK LOGO: CGS
 LJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0066+STABILITY: SURFACE MOTION
 LJ0066
 LJ0066  HISTORY     - Date     Condition        Report By
 LJ0066  HISTORY     - 1933     MONUMENTED       CGS
 LJ0066  HISTORY     - 1964     MARK NOT FOUND   CGS
 LJ0066  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0066
 LJ0066                          STATION DESCRIPTION
 LJ0066
 LJ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LJ0066'AT MC COOK.
 LJ0066'AT MC COOK, REDWILLOW COUNTY, 164 FEET EAST OF THE SOUTHEAST
 LJ0066'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LJ0066'AT THE SOUTHEAST CORNER OF THE PARK, 35.9 FEET SOUTH OF THE
 LJ0066'SOUTHEAST CORNER OF A SMALL BRICK AND STUCCO BUILDING, AND
 LJ0066'18 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 LJ0066'2510.595 Z 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 LJ0066'PROJECTING 6 INCHES ABOVE GROUND.
 LJ0066
 LJ0066                          STATION RECOVERY (1999)
 LJ0066
 LJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0066'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0284 ***********************************************************************
 LH0284  DESIGNATION -  Z 250
 LH0284  PID         -  LH0284
 LH0284  STATE/COUNTY-  NE/ADAMS
 LH0284  COUNTRY     -  US
 LH0284  USGS QUAD   -  AYR (2017)
 LH0284
 LH0284                         *CURRENT SURVEY CONTROL
 LH0284  ______________________________________________________________________
 LH0284* NAD 83(1986) POSITION- 40 28 50.     (N) 098 25 09.     (W)   SCALED
 LH0284* NAVD 88 ORTHO HEIGHT -   558.363 (meters)     1831.90  (feet) ADJUSTED
 LH0284  ______________________________________________________________________
 LH0284  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 LH0284  DYNAMIC HEIGHT  -        558.045 (meters)     1830.85  (feet) COMP
 LH0284  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 LH0284
 LH0284  VERT ORDER      -  FIRST     CLASS II
 LH0284
 LH0284.The horizontal coordinates were scaled from a map and have
 LH0284.an estimated accuracy of +/- 6 seconds.
 LH0284
 LH0284.The orthometric height was determined by differential leveling and
 LH0284.adjusted by the NATIONAL GEODETIC SURVEY
 LH0284.in June 1991.
 LH0284
 LH0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0284.GEOID18 height accuracy estimate available here.
 LH0284
 LH0284.Click photographs - Photos may exist for this station.
 LH0284
 LH0284.The dynamic height is computed by dividing the NAVD 88
 LH0284.geopotential number by the normal gravity value computed on the
 LH0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0284.degrees latitude (g = 980.6199 gals.).
 LH0284
 LH0284.The modeled gravity was interpolated from observed gravity values.
 LH0284
 LH0284;                    North         East    Units  Estimated Accuracy
 LH0284;SPC NE       -    73,090.      634,010.      MT  (+/- 180 meters Scaled)
 LH0284
 LH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK492812(NAD 83)
 LH0284
 LH0284                          SUPERSEDED SURVEY CONTROL
 LH0284
 LH0284  NGVD 29 (??/??/92)  558.134  (m)         1831.14   (f) ADJ UNCH    1 2
 LH0284
 LH0284.Superseded values are not recommended for survey control.
 LH0284
 LH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0284.See file dsdata.pdf to determine how the superseded data were derived.
 LH0284
 LH0284_MARKER: DB = BENCH MARK DISK
 LH0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0284_STAMPING: Z 250 1947
 LH0284_MARK LOGO: CGS
 LH0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0284+STABILITY: SURFACE MOTION
 LH0284
 LH0284  HISTORY     - Date     Condition        Report By
 LH0284  HISTORY     - 1947     MONUMENTED       CGS
 LH0284
 LH0284                          STATION DESCRIPTION
 LH0284
 LH0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0284'3.3 MI N FROM AYR.
 LH0284'3.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0284'FROM THE STATION AT AYR, SET IN THE SOUTHEAST QUARTER OF THE
 LH0284'CROSSING OF A SECTION LINE ROAD AND THE TRACK, 50.0 FEET EAST OF
 LH0284'THE EAST RAIL OF THE TRACK, 31.0 FEET SOUTH OF THE CENTER LINE
 LH0284'OF THE ROAD, 2.6 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT WEST
 LH0284'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0284'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0238 ***********************************************************************
 LH0238  DESIGNATION -  Z 252
 LH0238  PID         -  LH0238
 LH0238  STATE/COUNTY-  NE/WEBSTER
 LH0238  COUNTRY     -  US
 LH0238  USGS QUAD   -  AMBOY (2017)
 LH0238
 LH0238                         *CURRENT SURVEY CONTROL
 LH0238  ______________________________________________________________________
 LH0238* NAD 83(1986) POSITION- 40 04 38.     (N) 098 24 20.     (W)   SCALED
 LH0238* NAVD 88 ORTHO HEIGHT -   505.061 (meters)     1657.02  (feet) ADJUSTED
 LH0238  ______________________________________________________________________
 LH0238  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 LH0238  DYNAMIC HEIGHT  -        504.757 (meters)     1656.02  (feet) COMP
 LH0238  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 LH0238
 LH0238  VERT ORDER      -  FIRST     CLASS II
 LH0238
 LH0238.The horizontal coordinates were scaled from a map and have
 LH0238.an estimated accuracy of +/- 6 seconds.
 LH0238
 LH0238.The orthometric height was determined by differential leveling and
 LH0238.adjusted by the NATIONAL GEODETIC SURVEY
 LH0238.in June 1991.
 LH0238
 LH0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0238.GEOID18 height accuracy estimate available here.
 LH0238
 LH0238.Click photographs - Photos may exist for this station.
 LH0238
 LH0238.The dynamic height is computed by dividing the NAVD 88
 LH0238.geopotential number by the normal gravity value computed on the
 LH0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0238.degrees latitude (g = 980.6199 gals.).
 LH0238
 LH0238.The modeled gravity was interpolated from observed gravity values.
 LH0238
 LH0238;                    North         East    Units  Estimated Accuracy
 LH0238;SPC NE       -    28,330.      635,990.      MT  (+/- 180 meters Scaled)
 LH0238
 LH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK506364(NAD 83)
 LH0238
 LH0238                          SUPERSEDED SURVEY CONTROL
 LH0238
 LH0238  NGVD 29 (??/??/92)  504.851  (m)         1656.33   (f) ADJ UNCH    1 2
 LH0238
 LH0238.Superseded values are not recommended for survey control.
 LH0238
 LH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0238.See file dsdata.pdf to determine how the superseded data were derived.
 LH0238
 LH0238_MARKER: DB = BENCH MARK DISK
 LH0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0238_SP_SET: BRIDGE
 LH0238_STAMPING: Z 252 1947
 LH0238_MARK LOGO: CGS
 LH0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0238
 LH0238  HISTORY     - Date     Condition        Report By
 LH0238  HISTORY     - 1947     MONUMENTED       CGS
 LH0238  HISTORY     - 1974     GOOD             USGS
 LH0238
 LH0238                          STATION DESCRIPTION
 LH0238
 LH0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0238'4.1 MI W FROM GUIDE ROCK.
 LH0238'4.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0238'FROM THE STATION AT GUIDE ROCK, ON TOP OF THE WEST END OF THE
 LH0238'NORTH HEADWEALL OF A BRIDGE, 2 1/4 RAILS EAST OF MILEPOST
 LH0238'189, 18.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 5.0 FEET
 LH0238'EAST OF THE WEST END OF THE HEADWALL, 0.6 FOOT SOUTH OF THE
 LH0238'NORTH SIDE OF THE HEADWALL, ABOUT 5.0 FEET LOWER THAN THE TRACK.
 LH0238'NOTE-- 1974 REPORT-- THE NORTH END OF THE NOTED BRIDGE IS BURIED
 LH0238'UNDER 1.0 TO 2.0 FEET OF WASHED-IN DIRT AND CANNOT BE SEEN FROM
 LH0238'THE NORTH.  THE DIRT IS ABOUT 2.0 FEET DEEP OVER MARK.
 LH0238
 LH0238                          STATION RECOVERY (1974)
 LH0238
 LH0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0640 ***********************************************************************
 MK0640  DESIGNATION -  Z 253
 MK0640  PID         -  MK0640
 MK0640  STATE/COUNTY-  NE/DOUGLAS
 MK0640  COUNTRY     -  US
 MK0640  USGS QUAD   -  IRVINGTON (2017)
 MK0640
 MK0640                         *CURRENT SURVEY CONTROL
 MK0640  ______________________________________________________________________
 MK0640* NAD 83(1986) POSITION- 41 18 48.     (N) 096 01 45.     (W)   SCALED
 MK0640* NAVD 88 ORTHO HEIGHT -   380.503 (meters)     1248.37  (feet) ADJUSTED
 MK0640  ______________________________________________________________________
 MK0640  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 MK0640  DYNAMIC HEIGHT  -        380.336 (meters)     1247.82  (feet) COMP
 MK0640  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 MK0640
 MK0640  VERT ORDER      -  SECOND    CLASS 0
 MK0640
 MK0640.This mark is at North Omaha Airport (3NO)
 MK0640
 MK0640.The horizontal coordinates were scaled from a map and have
 MK0640.an estimated accuracy of +/- 6 seconds.
 MK0640
 MK0640.The orthometric height was determined by differential leveling and
 MK0640.adjusted by the NATIONAL GEODETIC SURVEY
 MK0640.in June 1991.
 MK0640
 MK0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0640.GEOID18 height accuracy estimate available here.
 MK0640
 MK0640.Click photographs - Photos may exist for this station.
 MK0640
 MK0640.The dynamic height is computed by dividing the NAVD 88
 MK0640.geopotential number by the normal gravity value computed on the
 MK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0640.degrees latitude (g = 980.6199 gals.).
 MK0640
 MK0640.The modeled gravity was interpolated from observed gravity values.
 MK0640
 MK0640;                    North         East    Units  Estimated Accuracy
 MK0640;SPC NE       -   171,950.      832,270.      MT  (+/- 180 meters Scaled)
 MK0640
 MK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL486777(NAD 83)
 MK0640
 MK0640                          SUPERSEDED SURVEY CONTROL
 MK0640
 MK0640  NGVD 29 (??/??/92)  380.373  (m)         1247.94   (f) ADJ UNCH    2 0
 MK0640
 MK0640.Superseded values are not recommended for survey control.
 MK0640
 MK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0640.See file dsdata.pdf to determine how the superseded data were derived.
 MK0640
 MK0640_MARKER: DB = BENCH MARK DISK
 MK0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0640_STAMPING: Z 253 1947
 MK0640_MARK LOGO: CGS
 MK0640_PROJECTION: FLUSH
 MK0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0640+STABILITY: SURFACE MOTION
 MK0640
 MK0640  HISTORY     - Date     Condition        Report By
 MK0640  HISTORY     - 1947     MONUMENTED       CGS
 MK0640  HISTORY     - 1976     GOOD             LOCSUR
 MK0640
 MK0640                          STATION DESCRIPTION
 MK0640
 MK0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0640'2.6 MI NW FROM OMAHA.
 MK0640'0.1 MILE NORTH ALONG SIXTY-THIRD STREET FROM THE INTERSECTION
 MK0640'OF MAPLE AND SIXTY-THIRD STREETS AT OMAHA, THENCE 1.2 MILES
 MK0640'NORTHWEST ALONG MILITARY AVENUE, THENCE 1.0 MILE NORTH ALONG
 MK0640'SEVENTY-SECOND STREET, THENCE 0.3 MILE WEST ALONG A GRAVELED
 MK0640'ROAD, AT CLEAR RIDGE AIRPORT, ABOUT 74 YARDS NORTH OF THE
 MK0640'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING AT THE AIRPORT,
 MK0640'98 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN HANGAR AT
 MK0640'THE AIRPORT, 25 FEET NORTHWEST OF THE NORTHWEST EDGE OF AN
 MK0640'ASPHALT STRIP, 6 FEET NORTH OF THE SOUTHEAST CORNER OF AN
 MK0640'INDIVIDUAL HANGAR, 1.5 FEET EAST OF THE EAST END OF AN INDIVIDUAL
 MK0640'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK0640'THE GROUND.
 MK0640
 MK0640                          STATION RECOVERY (1976)
 MK0640
 MK0640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0901 ***********************************************************************
 MJ0901  DESIGNATION -  Z 254
 MJ0901  PID         -  MJ0901
 MJ0901  STATE/COUNTY-  NE/DOUGLAS
 MJ0901  COUNTRY     -  US
 MJ0901  USGS QUAD   -  OMAHA NORTH (2017)
 MJ0901
 MJ0901                         *CURRENT SURVEY CONTROL
 MJ0901  ______________________________________________________________________
 MJ0901* NAD 83(1986) POSITION- 41 16 19.     (N) 095 59 10.     (W)   SCALED
 MJ0901* NAVD 88 ORTHO HEIGHT -   349.615 (meters)     1147.03  (feet) ADJUSTED
 MJ0901  ______________________________________________________________________
 MJ0901  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 MJ0901  DYNAMIC HEIGHT  -        349.465 (meters)     1146.54  (feet) COMP
 MJ0901  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 MJ0901
 MJ0901  VERT ORDER      -  FIRST     CLASS II
 MJ0901
 MJ0901.The horizontal coordinates were scaled from a map and have
 MJ0901.an estimated accuracy of +/- 6 seconds.
 MJ0901
 MJ0901.The orthometric height was determined by differential leveling and
 MJ0901.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0901.in June 1991.
 MJ0901
 MJ0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0901.GEOID18 height accuracy estimate available here.
 MJ0901
 MJ0901.Click photographs - Photos may exist for this station.
 MJ0901
 MJ0901.The dynamic height is computed by dividing the NAVD 88
 MJ0901.geopotential number by the normal gravity value computed on the
 MJ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0901.degrees latitude (g = 980.6199 gals.).
 MJ0901
 MJ0901.The modeled gravity was interpolated from observed gravity values.
 MJ0901
 MJ0901;                    North         East    Units  Estimated Accuracy
 MJ0901;SPC NE       -   167,530.      836,090.      MT  (+/- 180 meters Scaled)
 MJ0901
 MJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF498732(NAD 83)
 MJ0901
 MJ0901                          SUPERSEDED SURVEY CONTROL
 MJ0901
 MJ0901  NGVD 29 (??/??/92)  349.490  (m)         1146.62   (f) ADJ UNCH    1 2
 MJ0901
 MJ0901.Superseded values are not recommended for survey control.
 MJ0901
 MJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0901.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0901
 MJ0901_MARKER: DB = BENCH MARK DISK
 MJ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0901_STAMPING: Z 254 1947
 MJ0901_MARK LOGO: CGS
 MJ0901_PROJECTION: RECESSED 15 CENTIMETERS
 MJ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0901+STABILITY: SURFACE MOTION
 MJ0901
 MJ0901  HISTORY     - Date     Condition        Report By
 MJ0901  HISTORY     - 1947     MONUMENTED       CGS
 MJ0901  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0901
 MJ0901                          STATION DESCRIPTION
 MJ0901
 MJ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0901'AT OMAHA.
 MJ0901'AT OMAHA, AT THE INTERSECTION OF HAMILTON STREET AND 48TH STREET
 MJ0901'AND SADDLE CREEK ROAD, 245.7 FEET WEST OF THE CENTER OF SADDLE
 MJ0901'CREEK ROAD (MEASURED FROM A POINT WHICH IS IN LINE WITH THE
 MJ0901'CENTER OF THE SECTION OF 48TH STREET THAT LEADS NORTH FROM
 MJ0901'HAMILTON STREET) AND MEASURED ALONG THE SOUTH SIDE OF HAMILTON
 MJ0901'STREET, 115.2 FEET SOUTHWEST OF AND ACROSS HAMILTON STREET
 MJ0901'FROM THE SOUTHWEST EDGE OF THE SOUTHWEST CURB OF SADDLE CREEK
 MJ0901'ROAD, 33.7 FEET WEST OF THE CENTER OF THE SECTION OF 48TH
 MJ0901'STREET THAT LEADS SOUTH FROM HAMILTON STREET, 1.9 FOOT SOUTH
 MJ0901'OF THE SOUTH EDGE OF THE SOUTH CURB OF HAMILTON STREET, 1.6
 MJ0901'FOOT NORTH OF THE NORTH EDGE OF AN EAST-WEST CONCRETE WALK ALONG
 MJ0901'THE SOUTH SIDE OF HAMILTON STREET, SET IN A CONCRETE POST 0.5
 MJ0901'FOOT UNDERGROUND.
 MJ0901
 MJ0901                          STATION RECOVERY (1976)
 MJ0901
 MJ0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0901'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0971 ***********************************************************************
 LF0971  DESIGNATION -  Z 255
 LF0971  PID         -  LF0971
 LF0971  STATE/COUNTY-  NE/NEMAHA
 LF0971  COUNTRY     -  US
 LF0971  USGS QUAD   -  JULIAN (2017)
 LF0971
 LF0971                         *CURRENT SURVEY CONTROL
 LF0971  ______________________________________________________________________
 LF0971* NAD 83(1986) POSITION- 40 30 36.     (N) 095 46 58.     (W)   SCALED
 LF0971* NAVD 88 ORTHO HEIGHT -   275.693 (meters)      904.50  (feet) ADJUSTED
 LF0971  ______________________________________________________________________
 LF0971  GEOID HEIGHT    -        -29.695 (meters)                     GEOID18
 LF0971  DYNAMIC HEIGHT  -        275.547 (meters)      904.02  (feet) COMP
 LF0971  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LF0971
 LF0971  VERT ORDER      -  SECOND    CLASS 0
 LF0971
 LF0971.The horizontal coordinates were scaled from a map and have
 LF0971.an estimated accuracy of +/- 6 seconds.
 LF0971
 LF0971.The orthometric height was determined by differential leveling and
 LF0971.adjusted by the NATIONAL GEODETIC SURVEY
 LF0971.in June 1991.
 LF0971
 LF0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0971.GEOID18 height accuracy estimate available here.
 LF0971
 LF0971.Click photographs - Photos may exist for this station.
 LF0971
 LF0971.The dynamic height is computed by dividing the NAVD 88
 LF0971.geopotential number by the normal gravity value computed on the
 LF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0971.degrees latitude (g = 980.6199 gals.).
 LF0971
 LF0971.The modeled gravity was interpolated from observed gravity values.
 LF0971
 LF0971;                    North         East    Units  Estimated Accuracy
 LF0971;SPC NE       -    83,840.      857,220.      MT  (+/- 180 meters Scaled)
 LF0971
 LF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE642880(NAD 83)
 LF0971
 LF0971                          SUPERSEDED SURVEY CONTROL
 LF0971
 LF0971  NGVD 29 (??/??/92)  275.598  (m)          904.19   (f) ADJ UNCH    2 0
 LF0971
 LF0971.Superseded values are not recommended for survey control.
 LF0971
 LF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0971.See file dsdata.pdf to determine how the superseded data were derived.
 LF0971
 LF0971_MARKER: DB = BENCH MARK DISK
 LF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0971_STAMPING: Z 255 1947
 LF0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0971+STABILITY: SURFACE MOTION
 LF0971
 LF0971  HISTORY     - Date     Condition        Report By
 LF0971  HISTORY     - 1947     MONUMENTED       CGS
 LF0971  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0971  HISTORY     - 20130211 MARK NOT FOUND   NEDR
 LF0971
 LF0971                          STATION DESCRIPTION
 LF0971
 LF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0971'3.6 MI NW FROM PERU.
 LF0971'2.9 MILES NORTHWEST ALONG A GRAVEL ROAD AND 0.7 MILE NORTH ALONG A
 LF0971'DIRT ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION
 LF0971'AT PERU, IN THE SOUTHEAST ANGLE OF THE CROSSING OF A NORTH-SOUTH
 LF0971'ROAD AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 180.0 FEET
 LF0971'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 155.0 FEET SOUTHEAST
 LF0971'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER A DRAINAGE DITCH,
 LF0971'108.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 54.0 FEET
 LF0971'EAST SOUTHEAST OF A FENCE CORNER POST, 13.0 FEET NORTH OF A
 LF0971'RAILROAD SPIKE DRIVEN IN THE NORTH SIDE OF ONE 2-FOOT ELM TREE AND
 LF0971'8.0 FEET NORTHEAST OF ANOTHER RAILROAD SPIKE DRIVEN IN THE NORTH
 LF0971'SIDE OF ANOTHER 2-FOOT ELM TREE, 1.5 FOOT EAST OF A REFERENCE
 LF0971'POST, 0.6 FOOT NORTH OF AN EAST-WEST FENCE LINE, SET IN A CONCRETE
 LF0971'POST ABOUT 4 FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.
 LF0971
 LF0971                          STATION RECOVERY (1964)
 LF0971
 LF0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0971'MARK NOT FOUND.
 LF0971
 LF0971                          STATION RECOVERY (2013)
 LF0971
 LF0971'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2013 (AB)
 LF0971'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1046 ***********************************************************************
 LF1046  DESIGNATION -  Z 256
 LF1046  PID         -  LF1046
 LF1046  STATE/COUNTY-  NE/CASS
 LF1046  COUNTRY     -  US
 LF1046  USGS QUAD   -  NEHAWKA (2017)
 LF1046
 LF1046                         *CURRENT SURVEY CONTROL
 LF1046  ______________________________________________________________________
 LF1046* NAD 83(1986) POSITION- 40 48 47.40   (N) 095 54 41.16   (W)   HD_HELD1
 LF1046* NAVD 88 ORTHO HEIGHT -   307.027 (meters)     1007.30  (feet) ADJUSTED
 LF1046  ______________________________________________________________________
 LF1046  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 LF1046  DYNAMIC HEIGHT  -        306.882 (meters)     1006.83  (feet) COMP
 LF1046  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 LF1046
 LF1046  VERT ORDER      -  SECOND    CLASS 0
 LF1046
 LF1046.The horizontal coordinates were determined by differentially corrected
 LF1046.hand held GPS observations or other comparable positioning techniques
 LF1046.and have an estimated accuracy of +/- 3 meters.
 LF1046
 LF1046.The orthometric height was determined by differential leveling and
 LF1046.adjusted by the NATIONAL GEODETIC SURVEY
 LF1046.in June 1991.
 LF1046
 LF1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1046.GEOID18 height accuracy estimate available here.
 LF1046
 LF1046.Click photographs - Photos may exist for this station.
 LF1046
 LF1046.The dynamic height is computed by dividing the NAVD 88
 LF1046.geopotential number by the normal gravity value computed on the
 LF1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1046.degrees latitude (g = 980.6199 gals.).
 LF1046
 LF1046.The modeled gravity was interpolated from observed gravity values.
 LF1046
 LF1046;                    North         East    Units  Estimated Accuracy
 LF1046;SPC NE       -   116,941.4     844,740.6     MT  (+/- 3 meters HH1 GPS) 
 LF1046
 LF1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5443822096(NAD 83)
 LF1046
 LF1046                          SUPERSEDED SURVEY CONTROL
 LF1046
 LF1046  NGVD 29 (??/??/92)  306.928  (m)         1006.98   (f) ADJ UNCH    2 0
 LF1046
 LF1046.Superseded values are not recommended for survey control.
 LF1046
 LF1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1046.See file dsdata.pdf to determine how the superseded data were derived.
 LF1046
 LF1046_MARKER: DB = BENCH MARK DISK
 LF1046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF1046_SP_SET: CULVERT HEADWALL
 LF1046_STAMPING: Z 256 1947
 LF1046_MARK LOGO: CGS
 LF1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1046+STABILITY: SURFACE MOTION
 LF1046
 LF1046  HISTORY     - Date     Condition        Report By
 LF1046  HISTORY     - 1947     MONUMENTED       CGS
 LF1046  HISTORY     - 1977     GOOD             LOCSUR
 LF1046
 LF1046                          STATION DESCRIPTION
 LF1046
 LF1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1046'0.7 MI E FROM UNION.
 LF1046'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1046'RAILWAY STATION AT UNION, 50.0 FEET EAST OF THE CENTER LINE OF
 LF1046'U.S. HIGHWAYS 73-75, 13.0 FEET SOUTH OF AND LEVEL WITH THE
 LF1046'CENTER LINE OF A GRAVELED ROAD, SET IN A DRILL HOLE IN THE
 LF1046'TOP OF THE CENTER OF THE SOUTH HEADWALL OF A LARGE CONCRETE
 LF1046'CULVERT.
 LF1046
 LF1046                          STATION RECOVERY (1977)
 LF1046
 LF1046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1053 ***********************************************************************
 LF1053  DESIGNATION -  Z 257
 LF1053  PID         -  LF1053
 LF1053  STATE/COUNTY-  NE/OTOE
 LF1053  COUNTRY     -  US
 LF1053  USGS QUAD   -  NEBRASKA CITY NW (2017)
 LF1053
 LF1053                         *CURRENT SURVEY CONTROL
 LF1053  ______________________________________________________________________
 LF1053* NAD 83(1986) POSITION- 40 44 13.     (N) 095 53 39.     (W)   SCALED
 LF1053* NAVD 88 ORTHO HEIGHT -   317.440 (meters)     1041.47  (feet) ADJUSTED
 LF1053  ______________________________________________________________________
 LF1053  GEOID HEIGHT    -        -28.793 (meters)                     GEOID18
 LF1053  DYNAMIC HEIGHT  -        317.275 (meters)     1040.93  (feet) COMP
 LF1053  MODELED GRAVITY -    980,096.2   (mgal)                       NAVD 88
 LF1053
 LF1053  VERT ORDER      -  SECOND    CLASS 0
 LF1053
 LF1053.The horizontal coordinates were scaled from a map and have
 LF1053.an estimated accuracy of +/- 6 seconds.
 LF1053
 LF1053.The orthometric height was determined by differential leveling and
 LF1053.adjusted by the NATIONAL GEODETIC SURVEY
 LF1053.in June 1991.
 LF1053
 LF1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1053.GEOID18 height accuracy estimate available here.
 LF1053
 LF1053.Click photographs - Photos may exist for this station.
 LF1053
 LF1053.The dynamic height is computed by dividing the NAVD 88
 LF1053.geopotential number by the normal gravity value computed on the
 LF1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1053.degrees latitude (g = 980.6199 gals.).
 LF1053
 LF1053.The modeled gravity was interpolated from observed gravity values.
 LF1053
 LF1053;                    North         East    Units  Estimated Accuracy
 LF1053;SPC NE       -   108,560.      846,600.      MT  (+/- 180 meters Scaled)
 LF1053
 LF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF556135(NAD 83)
 LF1053
 LF1053                          SUPERSEDED SURVEY CONTROL
 LF1053
 LF1053  NGVD 29 (??/??/92)  317.323  (m)         1041.08   (f) ADJ UNCH    2 0
 LF1053
 LF1053.Superseded values are not recommended for survey control.
 LF1053
 LF1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1053.See file dsdata.pdf to determine how the superseded data were derived.
 LF1053
 LF1053_MARKER: DB = BENCH MARK DISK
 LF1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1053_STAMPING: Z 257 1947
 LF1053_MARK LOGO: CGS
 LF1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1053+STABILITY: SURFACE MOTION
 LF1053
 LF1053  HISTORY     - Date     Condition        Report By
 LF1053  HISTORY     - 1947     MONUMENTED       CGS
 LF1053  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1053
 LF1053                          STATION DESCRIPTION
 LF1053
 LF1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1053'6.1 MI N FROM NEBRASKA CITY.
 LF1053'3.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 73-75 FROM THE COURTHOUSE
 LF1053'AT NEBRASKA CITY, THENCE 3.1 MILES NORTH ALONG A GRAVELED ROAD,
 LF1053'21.0 FEET EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 LF1053'ROAD, 13.4 FEET NORTH OF THE NORTH END OF A WOODEN GATE ON THE
 LF1053'EAST SIDE OF THE ROAD AT AN ENTRANCE TO A PRIVATE ROAD, 2.5
 LF1053'FEET NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET
 LF1053'IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE
 LF1053'GROUND.
 LF1053
 LF1053                          STATION RECOVERY (1964)
 LF1053
 LF1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0969 ***********************************************************************
 LF0969  DESIGNATION -  Z 258
 LF0969  PID         -  LF0969
 LF0969  STATE/COUNTY-  NE/OTOE
 LF0969  COUNTRY     -  US
 LF0969  USGS QUAD   -  JULIAN (2017)
 LF0969
 LF0969                         *CURRENT SURVEY CONTROL
 LF0969  ______________________________________________________________________
 LF0969* NAD 83(1986) POSITION- 40 32 16.     (N) 095 47 06.     (W)   SCALED
 LF0969* NAVD 88 ORTHO HEIGHT -   278.995 (meters)      915.34  (feet) ADJUSTED
 LF0969  ______________________________________________________________________
 LF0969  GEOID HEIGHT    -        -29.673 (meters)                     GEOID18
 LF0969  DYNAMIC HEIGHT  -        278.846 (meters)      914.85  (feet) COMP
 LF0969  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 LF0969
 LF0969  VERT ORDER      -  SECOND    CLASS 0
 LF0969
 LF0969.The horizontal coordinates were scaled from a map and have
 LF0969.an estimated accuracy of +/- 6 seconds.
 LF0969
 LF0969.The orthometric height was determined by differential leveling and
 LF0969.adjusted by the NATIONAL GEODETIC SURVEY
 LF0969.in June 1991.
 LF0969
 LF0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0969.GEOID18 height accuracy estimate available here.
 LF0969
 LF0969.Click photographs - Photos may exist for this station.
 LF0969
 LF0969.The dynamic height is computed by dividing the NAVD 88
 LF0969.geopotential number by the normal gravity value computed on the
 LF0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0969.degrees latitude (g = 980.6199 gals.).
 LF0969
 LF0969.The modeled gravity was interpolated from observed gravity values.
 LF0969
 LF0969;                    North         East    Units  Estimated Accuracy
 LF0969;SPC NE       -    86,920.      856,880.      MT  (+/- 180 meters Scaled)
 LF0969
 LF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE641911(NAD 83)
 LF0969
 LF0969                          SUPERSEDED SURVEY CONTROL
 LF0969
 LF0969  NGVD 29 (??/??/92)  278.897  (m)          915.01   (f) ADJ UNCH    2 0
 LF0969
 LF0969.Superseded values are not recommended for survey control.
 LF0969
 LF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0969.See file dsdata.pdf to determine how the superseded data were derived.
 LF0969
 LF0969_MARKER: DB = BENCH MARK DISK
 LF0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0969_STAMPING: Z 258 1947
 LF0969_MARK LOGO: CGS
 LF0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0969+STABILITY: SURFACE MOTION
 LF0969
 LF0969  HISTORY     - Date     Condition        Report By
 LF0969  HISTORY     - 1947     MONUMENTED       CGS
 LF0969
 LF0969                          STATION DESCRIPTION
 LF0969
 LF0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0969'5.6 MI NW FROM PERU.
 LF0969'2.9 MILES NORTHWEST ALONG A GRAVEL ROAD, 2.6 MILES NORTH AND 0.05
 LF0969'MILE WEST ALONG A DIRT AND GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0969'AND QUINCY RAILROAD STATION AT PERU, 185.0 FEET NORTH OF THE NORTH
 LF0969'CORNER OF STEEL BRIDGE NO. 11/16 OVER CAMP CREEK FOR THE CHICAGO,
 LF0969'BURLINGTON AND QUINCY RAILROAD, 67.5 FEET NORTHWEST OF THE NORTHWEST
 LF0969'RAIL OF THE TRACK (MEASURED FROM A POINT AT THE CENTER OF AN
 LF0969'EAST-WEST ROAD CROSSING), 30.0 FEET NORTH OF THE CENTER OF AN
 LF0969'EAST-WEST ROAD, 22.0 FEET WEST OF A CONCRETE RAILROAD RIGHT OF WAY
 LF0969'FENCE CORNER POST, 5.5 FEET EAST OF A 1 1/2-FOOT WALNUT TREE,
 LF0969'1.5 FOOT WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 LF0969'FEET BELOW THE ROAD AND PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0734 ***********************************************************************
 LF0734  DESIGNATION -  Z 259 RESET
 LF0734  PID         -  LF0734
 LF0734  STATE/COUNTY-  NE/NEMAHA
 LF0734  COUNTRY     -  US
 LF0734  USGS QUAD   -  AUBURN (2017)
 LF0734
 LF0734                         *CURRENT SURVEY CONTROL
 LF0734  ______________________________________________________________________
 LF0734* NAD 83(1986) POSITION- 40 23 33.     (N) 095 45 12.     (W)   SCALED
 LF0734* NAVD 88 ORTHO HEIGHT -   321.06  (meters)     1053.3   (feet) RESET
 LF0734  ______________________________________________________________________
 LF0734  GEOID HEIGHT    -        -29.799 (meters)                     GEOID18
 LF0734  VERT ORDER      -  THIRD
 LF0734
 LF0734.The horizontal coordinates were scaled from a map and have
 LF0734.an estimated accuracy of +/- 6 seconds.
 LF0734
 LF0734.The orthometric height was computed from unverified reset data.
 LF0734
 LF0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0734.GEOID18 height accuracy estimate available here.
 LF0734
 LF0734.Click photographs - Photos may exist for this station.
 LF0734
 LF0734;                    North         East    Units  Estimated Accuracy
 LF0734;SPC NE       -    70,940.      860,350.      MT  (+/- 180 meters Scaled)
 LF0734
 LF0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE663749(NAD 83)
 LF0734
 LF0734                          SUPERSEDED SURVEY CONTROL
 LF0734
 LF0734.No superseded survey control is available for this station.
 LF0734
 LF0734_MARKER: DV = VERTICAL CONTROL DISK
 LF0734_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LF0734+WITH SETTING: INTO GROUND
 LF0734_STAMPING: Z 259 RESET 1974
 LF0734_MARK LOGO: NGS
 LF0734_PROJECTION: FLUSH
 LF0734_MAGNETIC: I = MARKER IS A STEEL ROD
 LF0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0734+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2010
 LF0734
 LF0734  HISTORY     - Date     Condition        Report By
 LF0734  HISTORY     - 1974     MONUMENTED       NGS
 LF0734  HISTORY     - 20100209 GOOD             NEGS
 LF0734
 LF0734                          STATION DESCRIPTION
 LF0734
 LF0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0734'4.3 MI E FROM AUBURN.
 LF0734'0.4 MILE SOUTHEAST ALONG THE TRACK AND 3.9 MILES EAST ALONG U.S.
 LF0734'HIGHWAY 136 FROM THE MISSOURI PACIFIC RAILROAD STATION AT AUBURN,
 LF0734'IN THE SOUTHWEST ANGLE OF A CROSSROAD, 91 FEET WEST OF THE
 LF0734'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 60 FEET SOUTH OF THE
 LF0734'CENTER OF HIGHWAY 136, 1 FOOT EAST OF A METAL WITNESS POST, 1.5
 LF0734'FEET NORTHWEST OF HIGHWAY STATIONING 222+50 AND SOUTHWEST ACROSS
 LF0734'THE INTERSECTION FROM A FARM YARD OWNED BY MR. CLARENCE LASH.
 LF0734'A STANDARD BENCH MARK DISK STAMPED Z 259 RESET 1974, CRIMPED TO
 LF0734'THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE
 LF0734'BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 LF0734'WITH THE GROUND SURFACE.
 LF0734
 LF0734                          STATION RECOVERY (2010)
 LF0734
 LF0734'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2010 (JPC)
 LF0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0229 ***********************************************************************
 LJ0229  DESIGNATION -  Z 26
 LJ0229  PID         -  LJ0229
 LJ0229  STATE/COUNTY-  NE/DUNDY
 LJ0229  COUNTRY     -  US
 LJ0229  USGS QUAD   -  PARKS (2017)
 LJ0229
 LJ0229                         *CURRENT SURVEY CONTROL
 LJ0229  ______________________________________________________________________
 LJ0229* NAD 83(1986) POSITION- 40 02 31.     (N) 101 41 05.     (W)   SCALED
 LJ0229* NAVD 88 ORTHO HEIGHT -   941.310 (meters)     3088.28  (feet) POSTED
 LJ0229  ______________________________________________________________________
 LJ0229  GEOID HEIGHT    -        -23.088 (meters)                     GEOID18
 LJ0229  DYNAMIC HEIGHT  -        940.62  (meters)     3086.0   (feet) COMP
 LJ0229  MODELED GRAVITY -    979,861.2   (mgal)                       NAVD 88
 LJ0229
 LJ0229  VERT ORDER      -  * POSTED, SEE BELOW
 LJ0229
 LJ0229.The horizontal coordinates were scaled from a map and have
 LJ0229.an estimated accuracy of +/- 6 seconds.
 LJ0229
 LJ0229.The orthometric height was determined by differential leveling
 LJ0229.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LJ0229
 LJ0229.* This is a POSTED BENCH MARK height.
 LJ0229
 LJ0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0229.GEOID18 height accuracy estimate available here.
 LJ0229
 LJ0229.Click photographs - Photos may exist for this station.
 LJ0229
 LJ0229.The dynamic height is computed by dividing the NAVD 88
 LJ0229.geopotential number by the normal gravity value computed on the
 LJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0229.degrees latitude (g = 980.6199 gals.).
 LJ0229
 LJ0229.The modeled gravity was interpolated from observed gravity values.
 LJ0229
 LJ0229;                    North         East    Units  Estimated Accuracy
 LJ0229;SPC NE       -    24,560.      356,240.      MT  (+/- 180 meters Scaled)
 LJ0229
 LJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK709358(NAD 83)
 LJ0229
 LJ0229                          SUPERSEDED SURVEY CONTROL
 LJ0229
 LJ0229  NGVD 29 (??/??/92)  940.913  (m)         3086.98   (f) ADJ UNCH    1 2
 LJ0229
 LJ0229.Superseded values are not recommended for survey control.
 LJ0229
 LJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0229.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0229
 LJ0229_MARKER: DB = BENCH MARK DISK
 LJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0229_STAMPING: 3086.979 Z 26 1933
 LJ0229_MARK LOGO: CGS
 LJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0229+STABILITY: SURFACE MOTION
 LJ0229
 LJ0229  HISTORY     - Date     Condition        Report By
 LJ0229  HISTORY     - 1933     MONUMENTED       CGS
 LJ0229  HISTORY     - 1941     GOOD             CGS
 LJ0229  HISTORY     - 1976     MARK NOT FOUND   USGS
 LJ0229
 LJ0229                          STATION DESCRIPTION
 LJ0229
 LJ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LJ0229'2 MI E FROM PARKS.
 LJ0229'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0229'FROM THE STATION AT PARKS, DUNDY COUNTY, AT A FARM-ROAD
 LJ0229'CROSSING EAST OF THE PRINGLE RANCH HOUSE, 50 FEET SOUTH OF THE
 LJ0229'CENTERLINE OF U.S. HIGHWAY 34, 44 FEET EAST OF THE ROAD, AND
 LJ0229'30 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK SET IN THE
 LJ0229'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0229
 LJ0229                          STATION RECOVERY (1976)
 LJ0229
 LJ0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LJ0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0603 ***********************************************************************
 LF0603  DESIGNATION -  Z 260
 LF0603  PID         -  LF0603
 LF0603  STATE/COUNTY-  NE/RICHARDSON
 LF0603  COUNTRY     -  US
 LF0603  USGS QUAD   -  VERDON (2017)
 LF0603
 LF0603                         *CURRENT SURVEY CONTROL
 LF0603  ______________________________________________________________________
 LF0603* NAD 83(1986) POSITION- 40 13 58.     (N) 095 42 59.     (W)   SCALED
 LF0603* NAVD 88 ORTHO HEIGHT -   340.826 (meters)     1118.19  (feet) ADJUSTED
 LF0603  ______________________________________________________________________
 LF0603  GEOID HEIGHT    -        -30.027 (meters)                     GEOID18
 LF0603  DYNAMIC HEIGHT  -        340.637 (meters)     1117.57  (feet) COMP
 LF0603  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 LF0603
 LF0603  VERT ORDER      -  SECOND    CLASS 0
 LF0603
 LF0603.The horizontal coordinates were scaled from a map and have
 LF0603.an estimated accuracy of +/- 6 seconds.
 LF0603
 LF0603.The orthometric height was determined by differential leveling and
 LF0603.adjusted by the NATIONAL GEODETIC SURVEY
 LF0603.in June 1991.
 LF0603
 LF0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0603.GEOID18 height accuracy estimate available here.
 LF0603
 LF0603.Click photographs - Photos may exist for this station.
 LF0603
 LF0603.The dynamic height is computed by dividing the NAVD 88
 LF0603.geopotential number by the normal gravity value computed on the
 LF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0603.degrees latitude (g = 980.6199 gals.).
 LF0603
 LF0603.The modeled gravity was interpolated from observed gravity values.
 LF0603
 LF0603;                    North         East    Units  Estimated Accuracy
 LF0603;SPC NE       -    53,380.      864,360.      MT  (+/- 180 meters Scaled)
 LF0603
 LF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE689571(NAD 83)
 LF0603
 LF0603                          SUPERSEDED SURVEY CONTROL
 LF0603
 LF0603  NGVD 29 (??/??/92)  340.747  (m)         1117.93   (f) ADJ UNCH    2 0
 LF0603
 LF0603.Superseded values are not recommended for survey control.
 LF0603
 LF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0603.See file dsdata.pdf to determine how the superseded data were derived.
 LF0603
 LF0603_MARKER: DB = BENCH MARK DISK
 LF0603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0603_SP_SET: CULVERT HEADWALL
 LF0603_STAMPING: Z 260 1947
 LF0603_MARK LOGO: CGS
 LF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0603+STABILITY: SURFACE MOTION
 LF0603
 LF0603  HISTORY     - Date     Condition        Report By
 LF0603  HISTORY     - 1947     MONUMENTED       CGS
 LF0603
 LF0603                          STATION DESCRIPTION
 LF0603
 LF0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0603'2.1 MI W FROM SHUBERT.
 LF0603'0.4 MILE SOUTH ALONG MAIN STREET AND 1.7 MILE WEST ALONG STATE
 LF0603'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, 0.2 MILE WEST OF A
 LF0603'FARM HOUSE WHICH IS AT THE TOP OF A HILL, 18.0 FEET NORTH OF THE
 LF0603'CENTER OF THE HIGHWAY, SET IN TOP OF THE WEST END OF THE NORTH
 LF0603'HEAD WALL OF A 4X6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY AND
 LF0603'ABOUT 1 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0604 ***********************************************************************
 LF0604  DESIGNATION -  Z 260 RESET
 LF0604  PID         -  LF0604
 LF0604  STATE/COUNTY-  NE/RICHARDSON
 LF0604  COUNTRY     -  US
 LF0604  USGS QUAD   -  VERDON (2017)
 LF0604
 LF0604                         *CURRENT SURVEY CONTROL
 LF0604  ______________________________________________________________________
 LF0604* NAD 83(1986) POSITION- 40 13 59.     (N) 095 42 58.     (W)   SCALED
 LF0604* NAVD 88 ORTHO HEIGHT -   340.89  (meters)     1118.4   (feet) RESET
 LF0604  ______________________________________________________________________
 LF0604  GEOID HEIGHT    -        -30.027 (meters)                     GEOID18
 LF0604  VERT ORDER      -  THIRD
 LF0604
 LF0604.The horizontal coordinates were scaled from a map and have
 LF0604.an estimated accuracy of +/- 6 seconds.
 LF0604
 LF0604.The orthometric height was computed from unverified reset data.
 LF0604
 LF0604.No vertical observational check was made to the station.
 LF0604
 LF0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0604.GEOID18 height accuracy estimate available here.
 LF0604
 LF0604.Click photographs - Photos may exist for this station.
 LF0604
 LF0604;                    North         East    Units  Estimated Accuracy
 LF0604;SPC NE       -    53,410.      864,390.      MT  (+/- 180 meters Scaled)
 LF0604
 LF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE689571(NAD 83)
 LF0604
 LF0604                          SUPERSEDED SURVEY CONTROL
 LF0604
 LF0604  NGVD 29 (??/??/??)  340.81   (m)         1118.1    (f) RESET       3  
 LF0604
 LF0604.Superseded values are not recommended for survey control.
 LF0604
 LF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0604.See file dsdata.pdf to determine how the superseded data were derived.
 LF0604
 LF0604_MARKER: DB = BENCH MARK DISK
 LF0604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0604_SP_SET: CULVERT HEADWALL
 LF0604_STAMPING: Z 260 RESET 1960
 LF0604_MARK LOGO: CGS
 LF0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0604+STABILITY: SURFACE MOTION
 LF0604
 LF0604  HISTORY     - Date     Condition        Report By
 LF0604  HISTORY     - 1960     MONUMENTED       NEDR
 LF0604  HISTORY     - 1980     GOOD             LOCSUR
 LF0604
 LF0604                          STATION DESCRIPTION
 LF0604
 LF0604'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 LF0604'2.1 MI SW FROM SHUBERT.
 LF0604'THIS MARK IS LOCATED 0.4 MILE SOUTH ALONG MAIN STREET AND 1.7
 LF0604'MILE WEST ALONG STATE HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT,
 LF0604'0.2 MILE WEST OF A FARM HOUSE WHICH IS AT THE TOP OF A HILL, 24
 LF0604'FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN THE TOP OF THE
 LF0604'WEST END OF THE NORTH HEADWALL OF A 4X6 FOOT CONCRETE CULVERT
 LF0604'UNDER THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
 LF0604
 LF0604                          STATION RECOVERY (1980)
 LF0604
 LF0604'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0661 ***********************************************************************
 NM0661  DESIGNATION -  Z 261
 NM0661  PID         -  NM0661
 NM0661  STATE/COUNTY-  NE/DAKOTA
 NM0661  COUNTRY     -  US
 NM0661  USGS QUAD   -  JACKSON (2017)
 NM0661
 NM0661                         *CURRENT SURVEY CONTROL
 NM0661  ______________________________________________________________________
 NM0661* NAD 83(1986) POSITION- 42 28 28.     (N) 096 36 32.     (W)   SCALED
 NM0661* NAVD 88 ORTHO HEIGHT -   352.694 (meters)     1157.13  (feet) ADJUSTED
 NM0661  ______________________________________________________________________
 NM0661  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 NM0661  DYNAMIC HEIGHT  -        352.581 (meters)     1156.76  (feet) COMP
 NM0661  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 NM0661
 NM0661  VERT ORDER      -  SECOND    CLASS 0
 NM0661
 NM0661.The horizontal coordinates were scaled from a map and have
 NM0661.an estimated accuracy of +/- 6 seconds.
 NM0661
 NM0661.The orthometric height was determined by differential leveling and
 NM0661.adjusted by the NATIONAL GEODETIC SURVEY
 NM0661.in June 1991.
 NM0661
 NM0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0661.GEOID18 height accuracy estimate available here.
 NM0661
 NM0661.Click photographs - Photos may exist for this station.
 NM0661
 NM0661.The dynamic height is computed by dividing the NAVD 88
 NM0661.geopotential number by the normal gravity value computed on the
 NM0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0661.degrees latitude (g = 980.6199 gals.).
 NM0661
 NM0661.The modeled gravity was interpolated from observed gravity values.
 NM0661
 NM0661;                    North         East    Units  Estimated Accuracy
 NM0661;SPC NE       -   298,710.      778,730.      MT  (+/- 180 meters Scaled)
 NM0661
 NM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN965052(NAD 83)
 NM0661
 NM0661                          SUPERSEDED SURVEY CONTROL
 NM0661
 NM0661  NGVD 29 (??/??/92)  352.524  (m)         1156.57   (f) ADJ UNCH    2 0
 NM0661
 NM0661.Superseded values are not recommended for survey control.
 NM0661
 NM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0661.See file dsdata.pdf to determine how the superseded data were derived.
 NM0661
 NM0661_MARKER: DB = BENCH MARK DISK
 NM0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0661_STAMPING: Z 261 1948
 NM0661_MARK LOGO: CGS
 NM0661_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0661+STABILITY: SURFACE MOTION
 NM0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0661+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 NM0661
 NM0661  HISTORY     - Date     Condition        Report By
 NM0661  HISTORY     - 1948     MONUMENTED       CGS
 NM0661  HISTORY     - 20200924 GOOD             NEGS
 NM0661
 NM0661                          STATION DESCRIPTION
 NM0661
 NM0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0661'1.4 MI SE FROM WILLIS.
 NM0661'0.25 MILE NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM THE JUNCTION
 NM0661'WITH U.S. HIGHWAY NO. 20 AT WILLIS, THENCE 1.2 MILES SOUTHEAST
 NM0661'ALONG A DIRT ROAD, 50.0 FEET NORTHEAST OF THE CENTER LINE
 NM0661'OF THE ROAD, 15.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0661'ROAD LEADING NORTH TO A FARMHOUSE, 17.5 FEET NORTHEAST OF
 NM0661'TELEPHONE POLE NO. 7, 1.0 FOOT EAST OF A FENCE, 1.5 FEET SOUTH
 NM0661'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0661'0.2 FOOT ABOVE THE GROUND.
 NM0661
 NM0661                          STATION RECOVERY (2020)
 NM0661
 NM0661'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0661'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 12,
 NM0661'APPROXIMATELY 4.0 MI (6.4 KM) WEST OF JACKSON, NE., GO NORTHWEST ON
 NM0661'NE. HIGHWAY 12 FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF MOODY
 NM0661'ROAD.  TURN RIGHT (EAST) AND GO 1.2 MI (1.9 KM) ON MOODY ROAD TO A
 NM0661'FARM DRIVE ON THE LEFT (NORTH).  THE MARK IS 1.5 FT (0.5 M) SOUTH OF A
 NM0661'WITNESS POST, 16.0 FT (4.9 M) NORTH OF TOP CENTER OF PHONE PEDESTAL,
 NM0661'78.46 FT (23.9 M) WEST OF CHISELED X IN NE CORNER OF A STRUCTURE,
 NM0661'16.80 FT (5.1 M) NE OF NAIL IN DISK, IN WOODEN POST, 21.0 FT (6.4 M)
 NM0661'WEST OF THE CENTERLINE OF FARM DRIVE AND 44.0 FT (13.4 M) NORTH OF THE
 NM0661'CENTERLINE OF MOODY ROAD.  NO MAGNETIC MATERIAL WAS RECORDED IN
 NM0661'RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0674 ***********************************************************************
 NM0674  DESIGNATION -  Z 262
 NM0674  PID         -  NM0674
 NM0674  STATE/COUNTY-  NE/DAKOTA
 NM0674  COUNTRY     -  US
 NM0674  USGS QUAD   -  JACKSON (2017)
 NM0674
 NM0674                         *CURRENT SURVEY CONTROL
 NM0674  ______________________________________________________________________
 NM0674* NAD 83(1986) POSITION- 42 26 15.     (N) 096 33 04.     (W)   SCALED
 NM0674* NAVD 88 ORTHO HEIGHT -   336.282 (meters)     1103.29  (feet) ADJUSTED
 NM0674  ______________________________________________________________________
 NM0674  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 NM0674  DYNAMIC HEIGHT  -        336.173 (meters)     1102.93  (feet) COMP
 NM0674  MODELED GRAVITY -    980,289.8   (mgal)                       NAVD 88
 NM0674
 NM0674  VERT ORDER      -  SECOND    CLASS 0
 NM0674
 NM0674.The horizontal coordinates were scaled from a map and have
 NM0674.an estimated accuracy of +/- 6 seconds.
 NM0674
 NM0674.The orthometric height was determined by differential leveling and
 NM0674.adjusted by the NATIONAL GEODETIC SURVEY
 NM0674.in June 1991.
 NM0674
 NM0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0674.GEOID18 height accuracy estimate available here.
 NM0674
 NM0674.Click photographs - Photos may exist for this station.
 NM0674
 NM0674.The dynamic height is computed by dividing the NAVD 88
 NM0674.geopotential number by the normal gravity value computed on the
 NM0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0674.degrees latitude (g = 980.6199 gals.).
 NM0674
 NM0674.The modeled gravity was interpolated from observed gravity values.
 NM0674
 NM0674;                    North         East    Units  Estimated Accuracy
 NM0674;SPC NE       -   294,800.      783,640.      MT  (+/- 180 meters Scaled)
 NM0674
 NM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN014012(NAD 83)
 NM0674
 NM0674                          SUPERSEDED SURVEY CONTROL
 NM0674
 NM0674  NGVD 29 (??/??/92)  336.118  (m)         1102.75   (f) ADJ UNCH    2 0
 NM0674
 NM0674.Superseded values are not recommended for survey control.
 NM0674
 NM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0674.See file dsdata.pdf to determine how the superseded data were derived.
 NM0674
 NM0674_MARKER: DB = BENCH MARK DISK
 NM0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0674_STAMPING: Z 262 1948
 NM0674_MARK LOGO: CGS
 NM0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0674+STABILITY: SURFACE MOTION
 NM0674
 NM0674  HISTORY     - Date     Condition        Report By
 NM0674  HISTORY     - 1948     MONUMENTED       CGS
 NM0674  HISTORY     - 20201020 MARK NOT FOUND   NEGS
 NM0674
 NM0674                          STATION DESCRIPTION
 NM0674
 NM0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0674'1.6 MI SE FROM JACKSON.
 NM0674'0.6 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0674'JACKSON, THENCE 0.75 MILE SOUTH ALONG A DIRT ROAD, THENCE
 NM0674'0.25 MILE EAST ALONG A DIRT ROAD, AT A T ROAD, 26.0 FEET NORTH
 NM0674'OF THE CENTER LINE OF THE EAST-WEST ROAD, 21.0 FEET WEST OF A
 NM0674'POINT ON THE PROJECTED CENTER LINE OF THE ROAD LEADING SOUTH,
 NM0674'6.0 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF
 NM0674'A FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 NM0674'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0674
 NM0674                          STATION RECOVERY (2020)
 NM0674
 NM0674'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0674'MONUMENT WAS NOT FOUND, UNDERGROUND UTILITIES HAVE BEEN ADDED IN THIS
 NM0674'LOCATION SINCE SINCE MONUMENT WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF0473 ***********************************************************************
 LF0473  DESIGNATION -  Z 267
 LF0473  PID         -  LF0473
 LF0473  STATE/COUNTY-  NE/RICHARDSON
 LF0473  COUNTRY     -  US
 LF0473  USGS QUAD   -  CORNING (2017)
 LF0473
 LF0473                         *CURRENT SURVEY CONTROL
 LF0473  ______________________________________________________________________
 LF0473* NAD 83(1986) POSITION- 40 07 49.     (N) 095 27 16.     (W)   SCALED
 LF0473* NAVD 88 ORTHO HEIGHT -   289.592 (meters)      950.10  (feet) ADJUSTED
 LF0473  ______________________________________________________________________
 LF0473  GEOID HEIGHT    -        -30.670 (meters)                     GEOID18
 LF0473  DYNAMIC HEIGHT  -        289.432 (meters)      949.58  (feet) COMP
 LF0473  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LF0473
 LF0473  VERT ORDER      -  SECOND    CLASS 0
 LF0473
 LF0473.The horizontal coordinates were scaled from a map and have
 LF0473.an estimated accuracy of +/- 6 seconds.
 LF0473
 LF0473.The orthometric height was determined by differential leveling and
 LF0473.adjusted by the NATIONAL GEODETIC SURVEY
 LF0473.in June 1991.
 LF0473
 LF0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF0473.GEOID18 height accuracy estimate available here.
 LF0473
 LF0473.Click photographs - Photos may exist for this station.
 LF0473
 LF0473.The dynamic height is computed by dividing the NAVD 88
 LF0473.geopotential number by the normal gravity value computed on the
 LF0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0473.degrees latitude (g = 980.6199 gals.).
 LF0473
 LF0473.The modeled gravity was interpolated from observed gravity values.
 LF0473
 LF0473;                    North         East    Units  Estimated Accuracy
 LF0473;SPC NE       -    43,150.      887,220.      MT  (+/- 180 meters Scaled)
 LF0473
 LF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE908451(NAD 83)
 LF0473
 LF0473                          SUPERSEDED SURVEY CONTROL
 LF0473
 LF0473  NGVD 29 (??/??/92)  289.525  (m)          949.88   (f) ADJ UNCH    2 0
 LF0473
 LF0473.Superseded values are not recommended for survey control.
 LF0473
 LF0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0473.See file dsdata.pdf to determine how the superseded data were derived.
 LF0473
 LF0473_MARKER: DB = BENCH MARK DISK
 LF0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0473_STAMPING: Z 267 1947
 LF0473_MARK LOGO: CGS
 LF0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0473+STABILITY: SURFACE MOTION
 LF0473
 LF0473  HISTORY     - Date     Condition        Report By
 LF0473  HISTORY     - 1947     MONUMENTED       CGS
 LF0473
 LF0473                          STATION DESCRIPTION
 LF0473
 LF0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0473'7.1 MI N FROM RULO.
 LF0473'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0473'FROM THE STATION AT RULO, THENCE 5.5 MILES NORTH ALONG A GRAVEL
 LF0473'AND DIRT ROAD AND 0.5 MILE WEST ALONG A DIRT ROAD, AT THE FISCHER
 LF0473'SCHOOL (DISTRICT NO. 27), 78.0 FEET NORTH OF THE CENTER OF THE ROAD,
 LF0473'21.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 LF0473'FOUNDATION FOR AN OLD COAL SHED AND OIL STORAGE BUILDING, 15.4
 LF0473'FEET WEST OF THE WEST WALL OF THE SCHOOL HOUSE, 4.0 FEET EAST
 LF0473'OF THE EAST SIDE OF A 2 1/2-FOOT ELM TREE, SET IN A CONCRETE POST
 LF0473'ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0043 ***********************************************************************
 LH0043  DESIGNATION -  Z 269
 LH0043  PID         -  LH0043
 LH0043  STATE/COUNTY-  NE/HALL
 LH0043  COUNTRY     -  US
 LH0043  USGS QUAD   -  DONIPHAN (2017)
 LH0043
 LH0043                         *CURRENT SURVEY CONTROL
 LH0043  ______________________________________________________________________
 LH0043* NAD 83(1986) POSITION- 40 47 59.0    (N) 098 22 06.4    (W)   HD_HELD2
 LH0043* NAVD 88 ORTHO HEIGHT -   574.120 (meters)     1883.59  (feet) ADJUSTED
 LH0043  ______________________________________________________________________
 LH0043  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 LH0043  DYNAMIC HEIGHT  -        573.812 (meters)     1882.58  (feet) COMP
 LH0043  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 LH0043
 LH0043  VERT ORDER      -  FIRST     CLASS II
 LH0043
 LH0043.The horizontal coordinates were established by autonomous hand held GPS
 LH0043.observations and have an estimated accuracy of +/- 10 meters.
 LH0043
 LH0043.The orthometric height was determined by differential leveling and
 LH0043.adjusted by the NATIONAL GEODETIC SURVEY
 LH0043.in June 1991.
 LH0043
 LH0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0043.GEOID18 height accuracy estimate available here.
 LH0043
 LH0043.Click photographs - Photos may exist for this station.
 LH0043
 LH0043.The dynamic height is computed by dividing the NAVD 88
 LH0043.geopotential number by the normal gravity value computed on the
 LH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0043.degrees latitude (g = 980.6199 gals.).
 LH0043
 LH0043.The modeled gravity was interpolated from observed gravity values.
 LH0043
 LH0043;                    North         East    Units  Estimated Accuracy
 LH0043;SPC NE       -   108,595.      637,641.      MT  (+/- 10 meters HH2 GPS)
 LH0043
 LH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5327516716(NAD 83)
 LH0043
 LH0043                          SUPERSEDED SURVEY CONTROL
 LH0043
 LH0043  NGVD 29 (02/14/92)  573.880  (m)         1882.80   (f) ADJUSTED    1 2
 LH0043  NGVD 29 (??/??/87)  573.880  (m)         1882.80   (f) SUPERSEDED  1 2
 LH0043
 LH0043.Superseded values are not recommended for survey control.
 LH0043
 LH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0043.See file dsdata.pdf to determine how the superseded data were derived.
 LH0043
 LH0043_MARKER: DB = BENCH MARK DISK
 LH0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0043_STAMPING: Z 269 1947
 LH0043_MARK LOGO: CGS
 LH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0043+STABILITY: SURFACE MOTION
 LH0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0043+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0043
 LH0043  HISTORY     - Date     Condition        Report By
 LH0043  HISTORY     - 1947     MONUMENTED       CGS
 LH0043  HISTORY     - 19910924 GOOD             NGS
 LH0043
 LH0043                          STATION DESCRIPTION
 LH0043
 LH0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0043'2 MI N FROM DONIPHAN.
 LH0043'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0043'AT DONIPHAN, AT A ROAD CROSSING, 152.0 FEET SOUTHEAST OF THE
 LH0043'CENTER OF THE CROSSING, 47.7 FEET NORTHEAST OF THE SIXTH POLE
 LH0043'NORTH OF MILEPOST 242, 46.6 FEET EAST OF THE EAST RAIL, 25.2
 LH0043'FEET NORTH OF A POWER POLE THAT IS AT A FENCE CORNER, 3.0 FEET
 LH0043'SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE
 LH0043'TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE
 LH0043'OF THE GROUND.
 LH0043
 LH0043                          STATION RECOVERY (1991)
 LH0043
 LH0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0043'12.8 KM (7.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0043'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI) EASTERLY
 LH0043'ALONG A PAVED ROAD, 45.1 M (148.0 FT) SOUTH OF THE CENTERLINE OF THE
 LH0043'ROAD, 40.6 M (133.2 FT) EAST OF AND LEVEL WITH THE CENTER OF A
 LH0043'GRAVELED ROAD, 35.3 M (115.8 FT) SOUTH OF A T-FENCE CORNER, 31.0 M
 LH0043'(101.7 FT) EAST-NORTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) WEST OF A
 LH0043'WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 LH0043'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0276 ***********************************************************************
 NO0276  DESIGNATION -  Z 27
 NO0276  PID         -  NO0276
 NO0276  STATE/COUNTY-  NE/CHERRY
 NO0276  COUNTRY     -  US
 NO0276  USGS QUAD   -  CARRICO LAKES (2017)
 NO0276
 NO0276                         *CURRENT SURVEY CONTROL
 NO0276  ______________________________________________________________________
 NO0276* NAD 83(1986) POSITION- 42 16 18.87   (N) 101 44 28.21   (W)   HD_HELD1
 NO0276* NAVD 88 ORTHO HEIGHT -  1160.515 (meters)     3807.46  (feet) ADJUSTED
 NO0276  ______________________________________________________________________
 NO0276  GEOID HEIGHT    -        -19.055 (meters)                     GEOID18
 NO0276  DYNAMIC HEIGHT  -       1159.906 (meters)     3805.46  (feet) COMP
 NO0276  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 NO0276
 NO0276  VERT ORDER      -  SECOND    CLASS 0
 NO0276
 NO0276.The horizontal coordinates were determined by differentially corrected
 NO0276.hand held GPS observations or other comparable positioning techniques
 NO0276.and have an estimated accuracy of +/- 3 meters.
 NO0276
 NO0276.The orthometric height was determined by differential leveling and
 NO0276.adjusted by the NATIONAL GEODETIC SURVEY
 NO0276.in June 1991.
 NO0276
 NO0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0276.GEOID18 height accuracy estimate available here.
 NO0276
 NO0276.Click photographs - Photos may exist for this station.
 NO0276
 NO0276.The dynamic height is computed by dividing the NAVD 88
 NO0276.geopotential number by the normal gravity value computed on the
 NO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0276.degrees latitude (g = 980.6199 gals.).
 NO0276
 NO0276.The modeled gravity was interpolated from observed gravity values.
 NO0276
 NO0276;                    North         East    Units  Estimated Accuracy
 NO0276;SPC NE       -   272,198.0     356,404.5     MT  (+/- 3 meters HH1 GPS) 
 NO0276
 NO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7394383605(NAD 83)
 NO0276
 NO0276                          SUPERSEDED SURVEY CONTROL
 NO0276
 NO0276  NGVD 29 (??/??/92) 1160.057  (m)         3805.95   (f) ADJ UNCH    2 0
 NO0276
 NO0276.Superseded values are not recommended for survey control.
 NO0276
 NO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0276.See file dsdata.pdf to determine how the superseded data were derived.
 NO0276
 NO0276_MARKER: DB = BENCH MARK DISK
 NO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0276_STAMPING: Z 27 1934
 NO0276_MARK LOGO: CGS
 NO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0276+STABILITY: SURFACE MOTION
 NO0276
 NO0276  HISTORY     - Date     Condition        Report By
 NO0276  HISTORY     - 1934     MONUMENTED       CGS
 NO0276  HISTORY     - 1948     GOOD             CGS
 NO0276
 NO0276                          STATION DESCRIPTION
 NO0276
 NO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0276'22.4 MI N FROM HYANNIS.
 NO0276'IN CHERRY COUNTTY, 22.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 NO0276'HYANNIS, GRANT COUNTY, AT THE CORNER OF A NORTH-AND-SOUTH
 NO0276'AND AN EAST-AND-WEST FENCE, AND 2 FEET FROM THE CORNER POST.
 NO0276'A STANDARD DISK, STAMPED Z 27 1934 AND SET IN THE TOP OF A CONCRETE
 NO0276'POST.  18.8 MILES (AIR LINE) NORTH OF HYANNIS NEAR CORNER
 NO0276'SEC. 3, 4, 33, AND 34, TPS. 26 AND 27 N., R. 38 W., 0.7 MILES
 NO0276'WEST OF OLD AKIN RANCH HOUSE (NOW USED AS O.L.O. BRANDING
 NO0276'CORRAL), AT T-FENCE EAST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1416 ***********************************************************************
 NM1416  DESIGNATION -  Z 270
 NM1416  PID         -  NM1416
 NM1416  STATE/COUNTY-  NE/KNOX
 NM1416  COUNTRY     -  US
 NM1416  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1416
 NM1416                         *CURRENT SURVEY CONTROL
 NM1416  ______________________________________________________________________
 NM1416* NAD 83(1986) POSITION- 42 47 42.     (N) 097 38 14.     (W)   SCALED
 NM1416* NAVD 88 ORTHO HEIGHT -   441.915 (meters)     1449.85  (feet) ADJUSTED
 NM1416  ______________________________________________________________________
 NM1416  GEOID HEIGHT    -        -25.679 (meters)                     GEOID18
 NM1416  DYNAMIC HEIGHT  -        441.775 (meters)     1449.39  (feet) COMP
 NM1416  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 NM1416
 NM1416  VERT ORDER      -  SECOND    CLASS 0
 NM1416
 NM1416.The horizontal coordinates were scaled from a map and have
 NM1416.an estimated accuracy of +/- 6 seconds.
 NM1416
 NM1416.The orthometric height was determined by differential leveling and
 NM1416.adjusted by the NATIONAL GEODETIC SURVEY
 NM1416.in June 1991.
 NM1416
 NM1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1416.GEOID18 height accuracy estimate available here.
 NM1416
 NM1416.Click photographs - Photos may exist for this station.
 NM1416
 NM1416.The dynamic height is computed by dividing the NAVD 88
 NM1416.geopotential number by the normal gravity value computed on the
 NM1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1416.degrees latitude (g = 980.6199 gals.).
 NM1416
 NM1416.The modeled gravity was interpolated from observed gravity values.
 NM1416
 NM1416;                    North         East    Units  Estimated Accuracy
 NM1416;SPC NE       -   331,490.      693,260.      MT  (+/- 180 meters Scaled)
 NM1416
 NM1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN114389(NAD 83)
 NM1416
 NM1416                          SUPERSEDED SURVEY CONTROL
 NM1416
 NM1416  NGVD 29 (??/??/92)  441.697  (m)         1449.13   (f) ADJ UNCH    2 0
 NM1416
 NM1416.Superseded values are not recommended for survey control.
 NM1416
 NM1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1416.See file dsdata.pdf to determine how the superseded data were derived.
 NM1416
 NM1416_MARKER: DB = BENCH MARK DISK
 NM1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1416_STAMPING: Z 270 1949
 NM1416_MARK LOGO: CGS
 NM1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1416+STABILITY: SURFACE MOTION
 NM1416
 NM1416  HISTORY     - Date     Condition        Report By
 NM1416  HISTORY     - 1949     MONUMENTED       CGS
 NM1416
 NM1416                          STATION DESCRIPTION
 NM1416
 NM1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1416'13.1 MI NW FROM CROFTON.
 NM1416'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1416'STATE HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE
 NM1416'HIGHWAY 12, THENCE 4.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.4
 NM1416'MILES NORTHEAST ALONG A WINDING DIRT ROAD, AT THE OUTSIDE OF
 NM1416'A CURVE IN THE DIRT ROAD, 21 FEET SOUTHEAST OF THE CENTER LINE
 NM1416'OF THE ROAD, 33 FEET SOUTHWEST OF A T-FENCE CORNER, 1.7 FEET
 NM1416'NORTHWEST OF A FENCE LINE, 1.3 FEET SOUTHWEST OF A REFERENCE
 NM1416'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM1416'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1492 ***********************************************************************
 NM1492  DESIGNATION -  Z 271
 NM1492  PID         -  NM1492
 NM1492  STATE/COUNTY-  NE/KNOX
 NM1492  COUNTRY     -  US
 NM1492  USGS QUAD   -  TABOR SE (2017)
 NM1492
 NM1492                         *CURRENT SURVEY CONTROL
 NM1492  ______________________________________________________________________
 NM1492* NAD 83(1986) POSITION- 42 48 56.     (N) 097 30 16.     (W)   SCALED
 NM1492* NAVD 88 ORTHO HEIGHT -   425.015 (meters)     1394.40  (feet) ADJUSTED
 NM1492  ______________________________________________________________________
 NM1492  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 NM1492  DYNAMIC HEIGHT  -        424.889 (meters)     1393.99  (feet) COMP
 NM1492  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 NM1492
 NM1492  VERT ORDER      -  FIRST     CLASS II
 NM1492
 NM1492.The horizontal coordinates were scaled from a map and have
 NM1492.an estimated accuracy of +/- 6 seconds.
 NM1492
 NM1492.The orthometric height was determined by differential leveling and
 NM1492.adjusted by the NATIONAL GEODETIC SURVEY
 NM1492.in June 1991.
 NM1492
 NM1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1492.GEOID18 height accuracy estimate available here.
 NM1492
 NM1492.Click photographs - Photos may exist for this station.
 NM1492
 NM1492.The dynamic height is computed by dividing the NAVD 88
 NM1492.geopotential number by the normal gravity value computed on the
 NM1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1492.degrees latitude (g = 980.6199 gals.).
 NM1492
 NM1492.The modeled gravity was interpolated from observed gravity values.
 NM1492
 NM1492;                    North         East    Units  Estimated Accuracy
 NM1492;SPC NE       -   334,080.      704,050.      MT  (+/- 180 meters Scaled)
 NM1492
 NM1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN222414(NAD 83)
 NM1492
 NM1492                          SUPERSEDED SURVEY CONTROL
 NM1492
 NM1492  NGVD 29 (??/??/92)  424.809  (m)         1393.73   (f) ADJ UNCH    1 2
 NM1492
 NM1492.Superseded values are not recommended for survey control.
 NM1492
 NM1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1492.See file dsdata.pdf to determine how the superseded data were derived.
 NM1492
 NM1492_MARKER: DB = BENCH MARK DISK
 NM1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1492_STAMPING: Z 271 1949
 NM1492_MARK LOGO: CGS
 NM1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1492+STABILITY: SURFACE MOTION
 NM1492
 NM1492  HISTORY     - Date     Condition        Report By
 NM1492  HISTORY     - 1949     MONUMENTED       CGS
 NM1492  HISTORY     - 1966     GOOD             CGS
 NM1492
 NM1492                          STATION DESCRIPTION
 NM1492
 NM1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1492'6 MI N FROM CROFTON.
 NM1492'6.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1492'STATE HIGHWAY 12 AT CROFTON, AT A DIRT T ROAD LEADING WEST
 NM1492'AND A PRIVATE DRIVE LEADING EAST, 37 FEET EAST OF THE CENTER
 NM1492'LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE OF A
 NM1492'PRIVATE DRIVE, 4.4 FEET NORTHEAST OF A FENCE CORNER POST, 1.2
 NM1492'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM1492'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1492
 NM1492                          STATION RECOVERY (1966)
 NM1492
 NM1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM1492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0695 ***********************************************************************
 NM0695  DESIGNATION -  Z 272
 NM0695  PID         -  NM0695
 NM0695  STATE/COUNTY-  NE/DIXON
 NM0695  COUNTRY     -  US
 NM0695  USGS QUAD   -  CONCORD (2017)
 NM0695
 NM0695                         *CURRENT SURVEY CONTROL
 NM0695  ______________________________________________________________________
 NM0695* NAD 83(1986) POSITION- 42 23 43.41   (N) 096 59 54.97   (W)   HD_HELD1
 NM0695* NAVD 88 ORTHO HEIGHT -   441.025 (meters)     1446.93  (feet) ADJUSTED
 NM0695  ______________________________________________________________________
 NM0695  GEOID HEIGHT    -        -25.028 (meters)                     GEOID18
 NM0695  DYNAMIC HEIGHT  -        440.880 (meters)     1446.45  (feet) COMP
 NM0695  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 NM0695
 NM0695  VERT ORDER      -  SECOND    CLASS 0
 NM0695
 NM0695.The horizontal coordinates were determined by differentially corrected
 NM0695.hand held GPS observations or other comparable positioning techniques
 NM0695.and have an estimated accuracy of +/- 3 meters.
 NM0695
 NM0695.The orthometric height was determined by differential leveling and
 NM0695.adjusted by the NATIONAL GEODETIC SURVEY
 NM0695.in June 1991.
 NM0695
 NM0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0695.GEOID18 height accuracy estimate available here.
 NM0695
 NM0695.Click photographs - Photos may exist for this station.
 NM0695
 NM0695.The dynamic height is computed by dividing the NAVD 88
 NM0695.geopotential number by the normal gravity value computed on the
 NM0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0695.degrees latitude (g = 980.6199 gals.).
 NM0695
 NM0695.The modeled gravity was interpolated from observed gravity values.
 NM0695
 NM0695;                    North         East    Units  Estimated Accuracy
 NM0695;SPC NE       -   288,753.3     747,018.5     MT  (+/- 3 meters HH1 GPS) 
 NM0695
 NM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6472495617(NAD 83)
 NM0695
 NM0695                          SUPERSEDED SURVEY CONTROL
 NM0695
 NM0695  NGVD 29 (??/??/92)  440.841  (m)         1446.33   (f) ADJ UNCH    2 0
 NM0695
 NM0695.Superseded values are not recommended for survey control.
 NM0695
 NM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0695.See file dsdata.pdf to determine how the superseded data were derived.
 NM0695
 NM0695_MARKER: DB = BENCH MARK DISK
 NM0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0695_STAMPING: Z 272 1949
 NM0695_MARK LOGO: CGS
 NM0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0695+STABILITY: SURFACE MOTION
 NM0695
 NM0695  HISTORY     - Date     Condition        Report By
 NM0695  HISTORY     - 1949     MONUMENTED       CGS
 NM0695
 NM0695                          STATION DESCRIPTION
 NM0695
 NM0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0695'1 MI N FROM CONCORD.
 NM0695'0.35 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE
 NM0695'AT CONCORD, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 116,
 NM0695'AT A VACANT FARM HOUSE, 180 FEET NORTH OF THE CENTER LINE OF AN
 NM0695'EAST-WEST ROAD, 114.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM0695'OF THE HOUSE, 70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NM0695'44 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE-WAY, 1.0
 NM0695'FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, AND
 NM0695'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0695'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0317 ***********************************************************************
 NN0317  DESIGNATION -  Z 273
 NN0317  PID         -  NN0317
 NN0317  STATE/COUNTY-  NE/BOYD
 NN0317  COUNTRY     -  US
 NN0317  USGS QUAD   -  GROSS (2017)
 NN0317
 NN0317                         *CURRENT SURVEY CONTROL
 NN0317  ______________________________________________________________________
 NN0317* NAD 83(1986) POSITION- 42 57 31.     (N) 098 35 05.     (W)   SCALED
 NN0317* NAVD 88 ORTHO HEIGHT -   548.460 (meters)     1799.41  (feet) ADJUSTED
 NN0317  ______________________________________________________________________
 NN0317  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 NN0317  DYNAMIC HEIGHT  -        548.266 (meters)     1798.77  (feet) COMP
 NN0317  MODELED GRAVITY -    980,249.6   (mgal)                       NAVD 88
 NN0317
 NN0317  VERT ORDER      -  SECOND    CLASS 0
 NN0317
 NN0317.The horizontal coordinates were scaled from a map and have
 NN0317.an estimated accuracy of +/- 6 seconds.
 NN0317
 NN0317.The orthometric height was determined by differential leveling and
 NN0317.adjusted by the NATIONAL GEODETIC SURVEY
 NN0317.in June 1991.
 NN0317
 NN0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0317.GEOID18 height accuracy estimate available here.
 NN0317
 NN0317.Click photographs - Photos may exist for this station.
 NN0317
 NN0317.The dynamic height is computed by dividing the NAVD 88
 NN0317.geopotential number by the normal gravity value computed on the
 NN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0317.degrees latitude (g = 980.6199 gals.).
 NN0317
 NN0317.The modeled gravity was interpolated from observed gravity values.
 NN0317
 NN0317;                    North         East    Units  Estimated Accuracy
 NN0317;SPC NE       -   347,970.      615,470.      MT  (+/- 180 meters Scaled)
 NN0317
 NN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN338563(NAD 83)
 NN0317
 NN0317                          SUPERSEDED SURVEY CONTROL
 NN0317
 NN0317  NGVD 29 (??/??/92)  548.173  (m)         1798.46   (f) ADJ UNCH    2 0
 NN0317
 NN0317.Superseded values are not recommended for survey control.
 NN0317
 NN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0317.See file dsdata.pdf to determine how the superseded data were derived.
 NN0317
 NN0317_MARKER: DB = BENCH MARK DISK
 NN0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0317_STAMPING: Z 273 1949
 NN0317_MARK LOGO: CGS
 NN0317_PROJECTION: FLUSH
 NN0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0317+STABILITY: SURFACE MOTION
 NN0317
 NN0317  HISTORY     - Date     Condition        Report By
 NN0317  HISTORY     - 1949     MONUMENTED       CGS
 NN0317
 NN0317                          STATION DESCRIPTION
 NN0317
 NN0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0317'7.9 MI N FROM BRISTOW.
 NN0317'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0317'IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 69.0 FEET
 NN0317'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24.0 FEET SOUTH
 NN0317'OF THE CENTER LINE OF THE EAST-WEST ROAD, 5.3 FEET WEST OF
 NN0317'TELEPHONE POLE NO. 460, 1.1 FEET NORTH OF A FENCE, 1.5 FEET EAST
 NN0317'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 NN0317'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1056 ***********************************************************************
 NM1056  DESIGNATION -  Z 274
 NM1056  PID         -  NM1056
 NM1056  STATE/COUNTY-  NE/CEDAR
 NM1056  COUNTRY     -  US
 NM1056  USGS QUAD   -  SAINT HELENA (2017)
 NM1056
 NM1056                         *CURRENT SURVEY CONTROL
 NM1056  ______________________________________________________________________
 NM1056* NAD 83(1986) POSITION- 42 45 50.     (N) 097 10 18.     (W)   SCALED
 NM1056* NAVD 88 ORTHO HEIGHT -   355.774 (meters)     1167.24  (feet) ADJUSTED
 NM1056  ______________________________________________________________________
 NM1056  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 NM1056  DYNAMIC HEIGHT  -        355.669 (meters)     1166.89  (feet) COMP
 NM1056  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 NM1056
 NM1056  VERT ORDER      -  SECOND    CLASS 0
 NM1056
 NM1056.The horizontal coordinates were scaled from a map and have
 NM1056.an estimated accuracy of +/- 6 seconds.
 NM1056
 NM1056.The orthometric height was determined by differential leveling and
 NM1056.adjusted by the NATIONAL GEODETIC SURVEY
 NM1056.in June 1991.
 NM1056
 NM1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1056.GEOID18 height accuracy estimate available here.
 NM1056
 NM1056.Click photographs - Photos may exist for this station.
 NM1056
 NM1056.The dynamic height is computed by dividing the NAVD 88
 NM1056.geopotential number by the normal gravity value computed on the
 NM1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1056.degrees latitude (g = 980.6199 gals.).
 NM1056
 NM1056.The modeled gravity was interpolated from observed gravity values.
 NM1056
 NM1056;                    North         East    Units  Estimated Accuracy
 NM1056;SPC NE       -   329,180.      731,440.      MT  (+/- 180 meters Scaled)
 NM1056
 NM1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN495362(NAD 83)
 NM1056
 NM1056                          SUPERSEDED SURVEY CONTROL
 NM1056
 NM1056  NGVD 29 (??/??/92)  355.571  (m)         1166.57   (f) ADJ UNCH    2 0
 NM1056
 NM1056.Superseded values are not recommended for survey control.
 NM1056
 NM1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1056.See file dsdata.pdf to determine how the superseded data were derived.
 NM1056
 NM1056_MARKER: DB = BENCH MARK DISK
 NM1056_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM1056+WITH SETTING: PAVEMENT
 NM1056_SP_SET: MONUMENT BASE
 NM1056_STAMPING: Z 274 1949
 NM1056_MARK LOGO: CGS
 NM1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1056+STABILITY: SURFACE MOTION
 NM1056
 NM1056  HISTORY     - Date     Condition        Report By
 NM1056  HISTORY     - 1949     MONUMENTED       CGS
 NM1056  HISTORY     - 1970     GOOD             LOCENG
 NM1056
 NM1056                          STATION DESCRIPTION
 NM1056
 NM1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1056'1.8 MI NW FROM WYNOT.
 NM1056'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1056'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1056'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTHWEST
 NM1056'ALONG A GRAVELED ROAD, AT THE DISTRICT NO. 1 SCHOOLHOUSE, SET
 NM1056'HORIZONTAL IN THE NORTHWEST CORNER OF THE BASE OF THE MONUMENT
 NM1056'ERECTED FOR THE FIRST SCHOOL IN CEDAR COUNTY, 42 FEET EAST OF
 NM1056'THE CENTER LINE OF THE ROAD, 25.6 FEET SOUTHWEST OF THE SOUTHWEST
 NM1056'CORNER OF THE SCHOOLHOUSE, 0.6 FOOT NORTHWEST OF THE NORTHWEST
 NM1056'CORNER OF THE MONUMENT, 0.8 FOOT ABOVE THE GROUND.
 NM1056
 NM1056                          STATION RECOVERY (1970)
 NM1056
 NM1056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 NM1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0872 ***********************************************************************
 NM0872  DESIGNATION -  Z 275
 NM0872  PID         -  NM0872
 NM0872  STATE/COUNTY-  NE/DIXON
 NM0872  COUNTRY     -  US
 NM0872  USGS QUAD   -  PONCA (2017)
 NM0872
 NM0872                         *CURRENT SURVEY CONTROL
 NM0872  ______________________________________________________________________
 NM0872* NAD 83(1986) POSITION- 42 37 09.     (N) 096 44 27.     (W)   SCALED
 NM0872* NAVD 88 ORTHO HEIGHT -   404.387 (meters)     1326.73  (feet) ADJUSTED
 NM0872  ______________________________________________________________________
 NM0872  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 NM0872  DYNAMIC HEIGHT  -        404.263 (meters)     1326.32  (feet) COMP
 NM0872  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 NM0872
 NM0872  VERT ORDER      -  SECOND    CLASS 0
 NM0872
 NM0872.The horizontal coordinates were scaled from a map and have
 NM0872.an estimated accuracy of +/- 6 seconds.
 NM0872
 NM0872.The orthometric height was determined by differential leveling and
 NM0872.adjusted by the NATIONAL GEODETIC SURVEY
 NM0872.in June 1991.
 NM0872
 NM0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0872.GEOID18 height accuracy estimate available here.
 NM0872
 NM0872.Click photographs - Photos may exist for this station.
 NM0872
 NM0872.The dynamic height is computed by dividing the NAVD 88
 NM0872.geopotential number by the normal gravity value computed on the
 NM0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0872.degrees latitude (g = 980.6199 gals.).
 NM0872
 NM0872.The modeled gravity was interpolated from observed gravity values.
 NM0872
 NM0872;                    North         East    Units  Estimated Accuracy
 NM0872;SPC NE       -   314,360.      767,290.      MT  (+/- 180 meters Scaled)
 NM0872
 NM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN852209(NAD 83)
 NM0872
 NM0872                          SUPERSEDED SURVEY CONTROL
 NM0872
 NM0872  NGVD 29 (??/??/92)  404.208  (m)         1326.14   (f) ADJ UNCH    2 0
 NM0872
 NM0872.Superseded values are not recommended for survey control.
 NM0872
 NM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0872.See file dsdata.pdf to determine how the superseded data were derived.
 NM0872
 NM0872_MARKER: DB = BENCH MARK DISK
 NM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0872_STAMPING: Z 275 1949
 NM0872_MARK LOGO: CGS
 NM0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0872+STABILITY: SURFACE MOTION
 NM0872
 NM0872  HISTORY     - Date     Condition        Report By
 NM0872  HISTORY     - 1949     MONUMENTED       CGS
 NM0872  HISTORY     - 1962     GOOD             USGS
 NM0872  HISTORY     - 20200924 MARK NOT FOUND   NEGS
 NM0872
 NM0872                          STATION DESCRIPTION
 NM0872
 NM0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0872'5 MI NW FROM PONCA.
 NM0872'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0872'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0872'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0872'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE NORTH ALONG
 NM0872'A GRADED DIRT ROAD, AT THE HIGHLAND SCHOOLHOUSE, 195 FEET EAST
 NM0872'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 131.0 FEET SOUTHEAST
 NM0872'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 16.0 FEET NORTH OF A
 NM0872'16-INCH OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE,
 NM0872'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2
 NM0872'FOOT ABOVE THE GROUND.
 NM0872
 NM0872                          STATION RECOVERY (1962)
 NM0872
 NM0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0872'RECOVERED IN GOOD CONDITION.
 NM0872
 NM0872                          STATION RECOVERY (2020)
 NM0872
 NM0872'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 NM0872'SEARCHED FOR NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0891 ***********************************************************************
 NM0891  DESIGNATION -  Z 276
 NM0891  PID         -  NM0891
 NM0891  STATE/COUNTY-  NE/DIXON
 NM0891  COUNTRY     -  US
 NM0891  USGS QUAD   -  MASKELL (2017)
 NM0891
 NM0891                         *CURRENT SURVEY CONTROL
 NM0891  ______________________________________________________________________
 NM0891* NAD 83(1986) POSITION- 42 42 16.     (N) 096 55 25.     (W)   SCALED
 NM0891* NAVD 88 ORTHO HEIGHT -   388.994 (meters)     1276.22  (feet) ADJUSTED
 NM0891  ______________________________________________________________________
 NM0891  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 NM0891  DYNAMIC HEIGHT  -        388.875 (meters)     1275.83  (feet) COMP
 NM0891  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 NM0891
 NM0891  VERT ORDER      -  SECOND    CLASS 0
 NM0891
 NM0891.The horizontal coordinates were scaled from a map and have
 NM0891.an estimated accuracy of +/- 6 seconds.
 NM0891
 NM0891.The orthometric height was determined by differential leveling and
 NM0891.adjusted by the NATIONAL GEODETIC SURVEY
 NM0891.in June 1991.
 NM0891
 NM0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0891.GEOID18 height accuracy estimate available here.
 NM0891
 NM0891.Click photographs - Photos may exist for this station.
 NM0891
 NM0891.The dynamic height is computed by dividing the NAVD 88
 NM0891.geopotential number by the normal gravity value computed on the
 NM0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0891.degrees latitude (g = 980.6199 gals.).
 NM0891
 NM0891.The modeled gravity was interpolated from observed gravity values.
 NM0891
 NM0891;                    North         East    Units  Estimated Accuracy
 NM0891;SPC NE       -   323,270.      751,970.      MT  (+/- 180 meters Scaled)
 NM0891
 NM0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN700300(NAD 83)
 NM0891
 NM0891                          SUPERSEDED SURVEY CONTROL
 NM0891
 NM0891  NGVD 29 (??/??/92)  388.802  (m)         1275.59   (f) ADJ UNCH    2 0
 NM0891
 NM0891.Superseded values are not recommended for survey control.
 NM0891
 NM0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0891.See file dsdata.pdf to determine how the superseded data were derived.
 NM0891
 NM0891_MARKER: DB = BENCH MARK DISK
 NM0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0891_STAMPING: Z 276 1949
 NM0891_MARK LOGO: CGS
 NM0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0891+STABILITY: SURFACE MOTION
 NM0891
 NM0891  HISTORY     - Date     Condition        Report By
 NM0891  HISTORY     - 1949     MONUMENTED       CGS
 NM0891  HISTORY     - 1962     GOOD             USGS
 NM0891
 NM0891                          STATION DESCRIPTION
 NM0891
 NM0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0891'7.4 MI NW FROM NEWCASTLE.
 NM0891'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0891'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 1.0
 NM0891'MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 NM0891'A DIRT ROAD, THENCE 2.3 MILES WEST ALONG A GRADED DIRT ROAD,
 NM0891'48 FEET WEST OF THE CENTER LINE OF THE ROAD, 27.0 FEET NORTHEAST
 NM0891'OF AN 18-INCH ELM WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 NM0891'TREE, 17.0 FEET SOUTHEAST OF A 10-INCH OAK WITH A TRIANGULAR
 NM0891'BLAZE ON THE EAST SIDE OF THE TREE, 1.6 FEET NORTH OF A REFERENCE
 NM0891'POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING
 NM0891'1.0 FOOT ABOVE THE GROUND.
 NM0891
 NM0891                          STATION RECOVERY (1962)
 NM0891
 NM0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1023 ***********************************************************************
 MJ1023  DESIGNATION -  Z 277
 MJ1023  PID         -  MJ1023
 MJ1023  STATE/COUNTY-  NE/SARPY
 MJ1023  COUNTRY     -  US
 MJ1023  USGS QUAD   -  PLATTSMOUTH (2017)
 MJ1023
 MJ1023                         *CURRENT SURVEY CONTROL
 MJ1023  ______________________________________________________________________
 MJ1023* NAD 83(1986) POSITION- 41 04 50.     (N) 095 59 48.     (W)   SCALED
 MJ1023* NAVD 88 ORTHO HEIGHT -   313.472 (meters)     1028.45  (feet) ADJUSTED
 MJ1023  ______________________________________________________________________
 MJ1023  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 MJ1023  DYNAMIC HEIGHT  -        313.345 (meters)     1028.03  (feet) COMP
 MJ1023  MODELED GRAVITY -    980,208.6   (mgal)                       NAVD 88
 MJ1023
 MJ1023  VERT ORDER      -  SECOND    CLASS 0
 MJ1023
 MJ1023.The horizontal coordinates were scaled from a map and have
 MJ1023.an estimated accuracy of +/- 6 seconds.
 MJ1023
 MJ1023.The orthometric height was determined by differential leveling and
 MJ1023.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1023.in June 1991.
 MJ1023
 MJ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1023.GEOID18 height accuracy estimate available here.
 MJ1023
 MJ1023.Click photographs - Photos may exist for this station.
 MJ1023
 MJ1023.The dynamic height is computed by dividing the NAVD 88
 MJ1023.geopotential number by the normal gravity value computed on the
 MJ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1023.degrees latitude (g = 980.6199 gals.).
 MJ1023
 MJ1023.The modeled gravity was interpolated from observed gravity values.
 MJ1023
 MJ1023;                    North         East    Units  Estimated Accuracy
 MJ1023;SPC NE       -   146,260.      836,190.      MT  (+/- 180 meters Scaled)
 MJ1023
 MJ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF482520(NAD 83)
 MJ1023
 MJ1023                          SUPERSEDED SURVEY CONTROL
 MJ1023
 MJ1023  NGVD 29 (??/??/92)  313.377  (m)         1028.14   (f) ADJ UNCH    2 0
 MJ1023
 MJ1023.Superseded values are not recommended for survey control.
 MJ1023
 MJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1023.See file dsdata.pdf to determine how the superseded data were derived.
 MJ1023
 MJ1023_MARKER: DB = BENCH MARK DISK
 MJ1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1023_STAMPING: Z 277 1950
 MJ1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1023+STABILITY: SURFACE MOTION
 MJ1023
 MJ1023  HISTORY     - Date     Condition        Report By
 MJ1023  HISTORY     - 1950     MONUMENTED       CGS
 MJ1023
 MJ1023                          STATION DESCRIPTION
 MJ1023
 MJ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ1023'4.6 MI W FROM LA PLATTE.
 MJ1023'4.55 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MJ1023'LA PLATTE, AT A FARMHOUSE OWNED BY FRANCES BARKER AND OCCUPIED
 MJ1023'BY TED HAHN, 53.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MJ1023'FARMHOUSE, 135 FEET WEST OF THE CENTER LINE OF THE ROAD, 20
 MJ1023'FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE, 10 FEET NORTH
 MJ1023'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.3 FEET NORTH OF A
 MJ1023'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MJ1023'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0462 ***********************************************************************
 LH0462  DESIGNATION -  Z 279
 LH0462  PID         -  LH0462
 LH0462  STATE/COUNTY-  NE/KEARNEY
 LH0462  COUNTRY     -  US
 LH0462  USGS QUAD   -  NEWARK (2017)
 LH0462
 LH0462                         *CURRENT SURVEY CONTROL
 LH0462  ______________________________________________________________________
 LH0462* NAD 83(1986) POSITION- 40 38 29.     (N) 098 57 02.     (W)   SCALED
 LH0462* NAVD 88 ORTHO HEIGHT -   639.449 (meters)     2097.93  (feet) ADJUSTED
 LH0462  ______________________________________________________________________
 LH0462  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 LH0462  DYNAMIC HEIGHT  -        639.082 (meters)     2096.72  (feet) COMP
 LH0462  MODELED GRAVITY -    980,030.3   (mgal)                       NAVD 88
 LH0462
 LH0462  VERT ORDER      -  SECOND    CLASS 0
 LH0462
 LH0462.The horizontal coordinates were scaled from a map and have
 LH0462.an estimated accuracy of +/- 6 seconds.
 LH0462
 LH0462.The orthometric height was determined by differential leveling and
 LH0462.adjusted by the NATIONAL GEODETIC SURVEY
 LH0462.in June 1991.
 LH0462
 LH0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0462.GEOID18 height accuracy estimate available here.
 LH0462
 LH0462.Click photographs - Photos may exist for this station.
 LH0462
 LH0462.The dynamic height is computed by dividing the NAVD 88
 LH0462.geopotential number by the normal gravity value computed on the
 LH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0462.degrees latitude (g = 980.6199 gals.).
 LH0462
 LH0462.The modeled gravity was interpolated from observed gravity values.
 LH0462
 LH0462;                    North         East    Units  Estimated Accuracy
 LH0462;SPC NE       -    90,260.      588,750.      MT  (+/- 180 meters Scaled)
 LH0462
 LH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK041989(NAD 83)
 LH0462
 LH0462                          SUPERSEDED SURVEY CONTROL
 LH0462
 LH0462  NGVD 29 (??/??/92)  639.187  (m)         2097.07   (f) ADJ UNCH    2 0
 LH0462
 LH0462.Superseded values are not recommended for survey control.
 LH0462
 LH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0462.See file dsdata.pdf to determine how the superseded data were derived.
 LH0462
 LH0462_MARKER: DB = BENCH MARK DISK
 LH0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0462_STAMPING: Z 279 1949
 LH0462_MARK LOGO: CGS
 LH0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0462+STABILITY: SURFACE MOTION
 LH0462
 LH0462  HISTORY     - Date     Condition        Report By
 LH0462  HISTORY     - 1949     MONUMENTED       CGS
 LH0462  HISTORY     - 20040512 MARK NOT FOUND   NEDR
 LH0462
 LH0462                          STATION DESCRIPTION
 LH0462
 LH0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0462'0.7 MI E FROM NEWARK.
 LH0462'0.7 MILE EAST ALONG STATE HIGHWAY 10 FROM THE ELEMENTARY SCHOOL
 LH0462'AT NEWARK, AT THE FARM HOME OF C.M. YOUNKIN, 146 FEET NORTH OF
 LH0462'THE CENTER LINE OF AN EAST-WEST ROAD, 102 FEET EAST OF THE CENTER
 LH0462'LINE OF A NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF THE SOUTHEAST
 LH0462'CORNER OF THE HOUSE, 10 FEET SOUTH OF THE CENTER LINE OF A
 LH0462'PRIVATE DRIVEWAY, 1.0 FOOT SOUTH OF A FENCE, 1.6 FEET EAST OF
 LH0462'A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0462'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0462
 LH0462                          STATION RECOVERY (2004)
 LH0462
 LH0462'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LH0462'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9077 ***********************************************************************
 DG9077  DESIGNATION -  Z 279 RESET
 DG9077  PID         -  DG9077
 DG9077  STATE/COUNTY-  NE/KEARNEY
 DG9077  COUNTRY     -  US
 DG9077  USGS QUAD   -  NEWARK (2017)
 DG9077
 DG9077                         *CURRENT SURVEY CONTROL
 DG9077  ______________________________________________________________________
 DG9077* NAD 83(1986) POSITION- 40 38 29.     (N) 098 57 02.     (W)   SCALED
 DG9077* NAVD 88 ORTHO HEIGHT -   640.10  (meters)     2100.1   (feet) RESET
 DG9077  ______________________________________________________________________
 DG9077  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 DG9077  VERT ORDER      -  THIRD
 DG9077
 DG9077.The horizontal coordinates were scaled from a map and have
 DG9077.an estimated accuracy of +/- 6 seconds.
 DG9077
 DG9077.The orthometric height was computed from unverified reset data.
 DG9077
 DG9077.No vertical observational check was made to the station.
 DG9077
 DG9077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9077.GEOID18 height accuracy estimate available here.
 DG9077
 DG9077.Click photographs - Photos may exist for this station.
 DG9077
 DG9077;                    North         East    Units  Estimated Accuracy
 DG9077;SPC NE       -    90,260.      588,750.      MT  (+/- 180 meters Scaled)
 DG9077
 DG9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK041989(NAD 83)
 DG9077
 DG9077                          SUPERSEDED SURVEY CONTROL
 DG9077
 DG9077.No superseded survey control is available for this station.
 DG9077
 DG9077_MARKER: DV = VERTICAL CONTROL DISK
 DG9077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9077_SP_SET: HEADWALL
 DG9077_STAMPING: Z 279 RESET 2004
 DG9077_MARK LOGO: NGS
 DG9077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9077+STABILITY: SURFACE MOTION
 DG9077
 DG9077  HISTORY     - Date     Condition        Report By
 DG9077  HISTORY     - 2004     MONUMENTED       NEDR
 DG9077  HISTORY     - 20160629 POOR             NEGS
 DG9077
 DG9077                          STATION DESCRIPTION
 DG9077
 DG9077'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9077'LOCATED AT THE INTERSECTION OF HIGHWAY 10 AND 50A SPUR, APPROXIMATELY
 DG9077'3.0 MILES (4.8 KM) SOUTH OF I80 AND 9.0 MILES (14.5 KM) NORTH OF
 DG9077'MINDEN.  11.1 FEET (3.4 M) SOUTH TO BOTTOM OF ORANGE WITNESS SIGN.
 DG9077
 DG9077                          STATION RECOVERY (2016)
 DG9077
 DG9077'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (PS)
 DG9077'FOUND REMOVABLE, CAP LOOSE AND ADJUSTABLE HEIGHT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0283 ***********************************************************************
 NO0283  DESIGNATION -  Z 28
 NO0283  PID         -  NO0283
 NO0283  STATE/COUNTY-  NE/CHERRY
 NO0283  COUNTRY     -  US
 NO0283  USGS QUAD   -  STEVERSON LAKE (2017)
 NO0283
 NO0283                         *CURRENT SURVEY CONTROL
 NO0283  ______________________________________________________________________
 NO0283* NAD 83(1986) POSITION- 42 28 26.26   (N) 101 41 42.58   (W)   HD_HELD1
 NO0283* NAVD 88 ORTHO HEIGHT -  1083.509 (meters)     3554.81  (feet) ADJUSTED
 NO0283  ______________________________________________________________________
 NO0283  GEOID HEIGHT    -        -19.060 (meters)                     GEOID18
 NO0283  DYNAMIC HEIGHT  -       1082.975 (meters)     3553.06  (feet) COMP
 NO0283  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 NO0283
 NO0283  VERT ORDER      -  SECOND    CLASS 0
 NO0283
 NO0283.The horizontal coordinates were determined by differentially corrected
 NO0283.hand held GPS observations or other comparable positioning techniques
 NO0283.and have an estimated accuracy of +/- 3 meters.
 NO0283
 NO0283.The orthometric height was determined by differential leveling and
 NO0283.adjusted by the NATIONAL GEODETIC SURVEY
 NO0283.in June 1991.
 NO0283
 NO0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0283.GEOID18 height accuracy estimate available here.
 NO0283
 NO0283.Click photographs - Photos may exist for this station.
 NO0283
 NO0283.The dynamic height is computed by dividing the NAVD 88
 NO0283.geopotential number by the normal gravity value computed on the
 NO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0283.degrees latitude (g = 980.6199 gals.).
 NO0283
 NO0283.The modeled gravity was interpolated from observed gravity values.
 NO0283
 NO0283;                    North         East    Units  Estimated Accuracy
 NO0283;SPC NE       -   294,557.3     360,638.2     MT  (+/- 3 meters HH1 GPS) 
 NO0283
 NO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7844905921(NAD 83)
 NO0283
 NO0283                          SUPERSEDED SURVEY CONTROL
 NO0283
 NO0283  NGVD 29 (??/??/92) 1083.073  (m)         3553.38   (f) ADJ UNCH    2 0
 NO0283
 NO0283.Superseded values are not recommended for survey control.
 NO0283
 NO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0283.See file dsdata.pdf to determine how the superseded data were derived.
 NO0283
 NO0283_MARKER: DB = BENCH MARK DISK
 NO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0283_STAMPING: Z 28 1934
 NO0283_MARK LOGO: CGS
 NO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0283+STABILITY: SURFACE MOTION
 NO0283
 NO0283  HISTORY     - Date     Condition        Report By
 NO0283  HISTORY     - 1934     MONUMENTED       CGS
 NO0283  HISTORY     - 1948     GOOD             CGS
 NO0283
 NO0283                          STATION DESCRIPTION
 NO0283
 NO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NO0283'38 MI S FROM MERRIMAN.
 NO0283'ABOUT 38 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0283'COUNTY, 1.0 MILES EAST OF A WINDMILL, 1/4 MILE EAST OF THE
 NO0283'HIGHWAY, AT A NORTH-AND-SOUTH FENCE, AND 20 FEET SOUTH OF A
 NO0283'WIRE GATE.  A STANDARD DISK, STAMPED Z 28 1934 AND SET IN THE
 NO0283'TOP OF A CONCRETE POST.  31.8 MILES (AIR LINE) SOUTH OF HYANNIS
 NO0283'33.6 MILES (AIR LINE) NORTH OF HYANNIS, 1.4 MILES (AIR LINE) WEST
 NO0283'OF MARTIN CONNORS RANCH HOUSE, 1.3 MILES SOUTH-SOUTHEAST OF
 NO0283'KNUDSEN RANCH HOUSE, 1,360 FEET EAST OF CORNER SECS. 19, 20, 29,
 NO0283'AND 30, T. 29 N., R. 37 W., ON SOUTH SIDE OF VALLEY, 25 FEET
 NO0283'SOUTH ALONG FENCE FROM GATE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0829 ***********************************************************************
 MK0829  DESIGNATION -  Z 280
 MK0829  PID         -  MK0829
 MK0829  STATE/COUNTY-  NE/SARPY
 MK0829  COUNTRY     -  US
 MK0829  USGS QUAD   -  SPRINGFIELD (2017)
 MK0829
 MK0829                         *CURRENT SURVEY CONTROL
 MK0829  ______________________________________________________________________
 MK0829* NAD 83(1986) POSITION- 41 01 51.74   (N) 096 08 54.50   (W)   HD_HELD1
 MK0829* NAVD 88 ORTHO HEIGHT -   309.636 (meters)     1015.86  (feet) ADJUSTED
 MK0829  ______________________________________________________________________
 MK0829  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 MK0829  DYNAMIC HEIGHT  -        309.512 (meters)     1015.46  (feet) COMP
 MK0829  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 MK0829
 MK0829  VERT ORDER      -  SECOND    CLASS 0
 MK0829
 MK0829.The horizontal coordinates were determined by differentially corrected
 MK0829.hand held GPS observations or other comparable positioning techniques
 MK0829.and have an estimated accuracy of +/- 3 meters.
 MK0829
 MK0829.The orthometric height was determined by differential leveling and
 MK0829.adjusted by the NATIONAL GEODETIC SURVEY
 MK0829.in June 1991.
 MK0829
 MK0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0829.GEOID18 height accuracy estimate available here.
 MK0829
 MK0829.Click photographs - Photos may exist for this station.
 MK0829
 MK0829.The dynamic height is computed by dividing the NAVD 88
 MK0829.geopotential number by the normal gravity value computed on the
 MK0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0829.degrees latitude (g = 980.6199 gals.).
 MK0829
 MK0829.The modeled gravity was interpolated from observed gravity values.
 MK0829
 MK0829;                    North         East    Units  Estimated Accuracy
 MK0829;SPC NE       -   140,187.9     823,690.3     MT  (+/- 3 meters HH1 GPS) 
 MK0829
 MK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3971946120(NAD 83)
 MK0829
 MK0829                          SUPERSEDED SURVEY CONTROL
 MK0829
 MK0829  NGVD 29 (??/??/92)  309.540  (m)         1015.55   (f) ADJ UNCH    2 0
 MK0829
 MK0829.Superseded values are not recommended for survey control.
 MK0829
 MK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0829.See file dsdata.pdf to determine how the superseded data were derived.
 MK0829
 MK0829_MARKER: DB = BENCH MARK DISK
 MK0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0829_STAMPING: Z 280 1950
 MK0829_MARK LOGO: CGS
 MK0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0829+STABILITY: SURFACE MOTION
 MK0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0829+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 MK0829
 MK0829  HISTORY     - Date     Condition        Report By
 MK0829  HISTORY     - 1950     MONUMENTED       CGS
 MK0829  HISTORY     - 19900416 GOOD             NEDR
 MK0829  HISTORY     - 19960626 GOOD             NEDR
 MK0829  HISTORY     - 20100506 GOOD             INDIV
 MK0829  HISTORY     - 20130723 GOOD             THOMDD
 MK0829
 MK0829                          STATION DESCRIPTION
 MK0829
 MK0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0829'2.3 MI N FROM LOUISVILLE.
 MK0829'2.3 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST
 MK0829'CHURCH AT LOUISVILLE, BETWEEN THE HIGHWAY AND THE CHICAGO, ROCK
 MK0829'ISLAND AND PACIFIC RAILROAD, 53 FEET NORTHWEST OF THE CENTER
 MK0829'LINE OF THE HIGHWAY, 24.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 MK0829'OF THE RAILROAD, 12 FEET SOUTHWEST OF THE FIRST POLE SOUTHWEST
 MK0829'OF MILEPOST 468, 1.4 FEET NORTHEAST OF A WITNESS POST, IN LINE
 MK0829'WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE
 MK0829'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0829
 MK0829                          STATION RECOVERY (1990)
 MK0829
 MK0829'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1990 (HED)
 MK0829'RECOVERED AS DESCRIBED.
 MK0829
 MK0829                          STATION RECOVERY (1996)
 MK0829
 MK0829'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MK0829'RECOVERED IN GOOD CONDITION, 1.1 MI (1.8 KM) NORTH ALONG STATE HIGHWAY
 MK0829'50, FROM ITS JUNCTION WITH STATE HIGHWAY 31, WHICH IS 1 MI (1.6 KM)
 MK0829'NORTH OF LOUISVILLE AND JUST NORTH OF THE PLATTE RIVER, TO THE MARK ON
 MK0829'THE RIGHT, ON PUBLIC PROPERTY, AND NEAR THE SOUTH 1/4 CORNER, SEC2,
 MK0829'T12N, R11E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 MK0829'THAT IS 165.5 FT (50.4 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 23.5
 MK0829'FT (7.2 M) WEST OF A FENCE, 2.0 FT (0.6 M) EAST OF A FIBERGLASS
 MK0829'WITNESS POST, 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST AND FLUSH
 MK0829'WITH THE GROUND SURFACE.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE
 MK0829'MARK.
 MK0829
 MK0829                          STATION RECOVERY (2010)
 MK0829
 MK0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK0829'RECOVERED IN GOOD CONDITION.
 MK0829
 MK0829                          STATION RECOVERY (2013)
 MK0829
 MK0829'RECOVERY NOTE BY THOMPSON, DREESSEN, AND DORNER, INC 2013 (MTC)
 MK0829'THE DISTANCE TO THE SOUTH QUARTER CORNER OF SECTION 02-T12N-11E IS
 MK0829'APPROX. 278.5FT AT AN APPROX BEARING OF SOUTH 65 DEGREES WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0432 ***********************************************************************
 ML0432  DESIGNATION -  Z 281
 ML0432  PID         -  ML0432
 ML0432  STATE/COUNTY-  NE/HOWARD
 ML0432  COUNTRY     -  US
 ML0432  USGS QUAD   -  BOELUS (2017)
 ML0432
 ML0432                         *CURRENT SURVEY CONTROL
 ML0432  ______________________________________________________________________
 ML0432* NAD 83(1986) POSITION- 41 04 34.     (N) 098 39 09.     (W)   SCALED
 ML0432* NAVD 88 ORTHO HEIGHT -   588.180 (meters)     1929.72  (feet) ADJUSTED
 ML0432  ______________________________________________________________________
 ML0432  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 ML0432  DYNAMIC HEIGHT  -        587.881 (meters)     1928.74  (feet) COMP
 ML0432  MODELED GRAVITY -    980,097.7   (mgal)                       NAVD 88
 ML0432
 ML0432  VERT ORDER      -  SECOND    CLASS 0
 ML0432
 ML0432.The horizontal coordinates were scaled from a map and have
 ML0432.an estimated accuracy of +/- 6 seconds.
 ML0432
 ML0432.The orthometric height was determined by differential leveling and
 ML0432.adjusted by the NATIONAL GEODETIC SURVEY
 ML0432.in June 1991.
 ML0432
 ML0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0432.GEOID18 height accuracy estimate available here.
 ML0432
 ML0432.Click photographs - Photos may exist for this station.
 ML0432
 ML0432.The dynamic height is computed by dividing the NAVD 88
 ML0432.geopotential number by the normal gravity value computed on the
 ML0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0432.degrees latitude (g = 980.6199 gals.).
 ML0432
 ML0432.The modeled gravity was interpolated from observed gravity values.
 ML0432
 ML0432;                    North         East    Units  Estimated Accuracy
 ML0432;SPC NE       -   138,860.      613,200.      MT  (+/- 180 meters Scaled)
 ML0432
 ML0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL291472(NAD 83)
 ML0432
 ML0432                          SUPERSEDED SURVEY CONTROL
 ML0432
 ML0432  NGVD 29 (??/??/92)  587.945  (m)         1928.95   (f) ADJ UNCH    2 0
 ML0432
 ML0432.Superseded values are not recommended for survey control.
 ML0432
 ML0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0432.See file dsdata.pdf to determine how the superseded data were derived.
 ML0432
 ML0432_MARKER: DB = BENCH MARK DISK
 ML0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0432_STAMPING: Z 281 1949
 ML0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0432+STABILITY: SURFACE MOTION
 ML0432
 ML0432  HISTORY     - Date     Condition        Report By
 ML0432  HISTORY     - 1949     MONUMENTED       CGS
 ML0432
 ML0432                          STATION DESCRIPTION
 ML0432
 ML0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0432'3.3 MI E FROM BOELUS.
 ML0432'3.3 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0432'RAILROAD STATION AT BOELUS, AT THE SOUTHWEST CORNER OF SECTION
 ML0432'24, T. 13 N., R. 12 N., AT A T-JUNCTION OF THE HIGHWAY AND A
 ML0432'SIDE ROAD LEADING NORTH, 91 FEET NORTH OF THE CENTER LINE OF THE
 ML0432'HIGHWAY, 57 FEET NORTH OF A CORNER FENCE POST, 29 FEET EAST OF
 ML0432'THE CENTER LINE OF THE SIDE ROAD, 1.3 FEET WEST OF A FENCE LINE,
 ML0432'1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0432'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0432'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0425 ***********************************************************************
 ML0425  DESIGNATION -  Z 282
 ML0425  PID         -  ML0425
 ML0425  STATE/COUNTY-  NE/HOWARD
 ML0425  COUNTRY     -  US
 ML0425  USGS QUAD   -  DANNEBROG (2017)
 ML0425
 ML0425                         *CURRENT SURVEY CONTROL
 ML0425  ______________________________________________________________________
 ML0425* NAD 83(1986) POSITION- 41 07 11.     (N) 098 34 30.     (W)   SCALED
 ML0425* NAVD 88 ORTHO HEIGHT -   593.962 (meters)     1948.69  (feet) ADJUSTED
 ML0425  ______________________________________________________________________
 ML0425  GEOID HEIGHT    -        -24.515 (meters)                     GEOID18
 ML0425  DYNAMIC HEIGHT  -        593.661 (meters)     1947.70  (feet) COMP
 ML0425  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 ML0425
 ML0425  VERT ORDER      -  SECOND    CLASS 0
 ML0425
 ML0425.The horizontal coordinates were scaled from a map and have
 ML0425.an estimated accuracy of +/- 6 seconds.
 ML0425
 ML0425.The orthometric height was determined by differential leveling and
 ML0425.adjusted by the NATIONAL GEODETIC SURVEY
 ML0425.in June 1991.
 ML0425
 ML0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0425.GEOID18 height accuracy estimate available here.
 ML0425
 ML0425.Click photographs - Photos may exist for this station.
 ML0425
 ML0425.The dynamic height is computed by dividing the NAVD 88
 ML0425.geopotential number by the normal gravity value computed on the
 ML0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0425.degrees latitude (g = 980.6199 gals.).
 ML0425
 ML0425.The modeled gravity was interpolated from observed gravity values.
 ML0425
 ML0425;                    North         East    Units  Estimated Accuracy
 ML0425;SPC NE       -   143,810.      619,630.      MT  (+/- 180 meters Scaled)
 ML0425
 ML0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL356521(NAD 83)
 ML0425
 ML0425                          SUPERSEDED SURVEY CONTROL
 ML0425
 ML0425  NGVD 29 (??/??/92)  593.721  (m)         1947.90   (f) ADJ UNCH    2 0
 ML0425
 ML0425.Superseded values are not recommended for survey control.
 ML0425
 ML0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0425.See file dsdata.pdf to determine how the superseded data were derived.
 ML0425
 ML0425_MARKER: DB = BENCH MARK DISK
 ML0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0425_STAMPING: Z 282 1949
 ML0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0425+STABILITY: SURFACE MOTION
 ML0425
 ML0425  HISTORY     - Date     Condition        Report By
 ML0425  HISTORY     - 1949     MONUMENTED       CGS
 ML0425
 ML0425                          STATION DESCRIPTION
 ML0425
 ML0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0425'2 MI W FROM DANNEBROG.
 ML0425'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0425'STATION AT DANNEBROG, THENCE 1.75 MILES WEST ALONG STATE
 ML0425'HIGHWAY NO. 58, AT THE SOUTHEAST CORNER OF SECTION 4, T. 13 N.,
 ML0425'R. 11 W., AT A T-JUNCTION OF THE HIGHWAY AND A SIDE ROAD LEADING
 ML0425'NORTH, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 35 FEET
 ML0425'NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE
 ML0425'CENTER LINE OF THE SIDE ROAD, 1.8 FEET SOUTHWEST OF TELEPHONE
 ML0425'POLE NO. 2, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0425'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 ML0425'FOOT ABVOE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 ML0425'1.0 MILE EAST OF BENCH MARK A 283.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0280 ***********************************************************************
 ML0280  DESIGNATION -  Z 283
 ML0280  PID         -  ML0280
 ML0280  STATE/COUNTY-  NE/HALL
 ML0280  COUNTRY     -  US
 ML0280  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0280
 ML0280                         *CURRENT SURVEY CONTROL
 ML0280  ______________________________________________________________________
 ML0280* NAD 83(1986) POSITION- 41 00 13.     (N) 098 27 18.     (W)   SCALED
 ML0280* NAVD 88 ORTHO HEIGHT -   577.007 (meters)     1893.06  (feet) ADJUSTED
 ML0280  ______________________________________________________________________
 ML0280  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 ML0280  DYNAMIC HEIGHT  -        576.707 (meters)     1892.08  (feet) COMP
 ML0280  MODELED GRAVITY -    980,087.2   (mgal)                       NAVD 88
 ML0280
 ML0280  VERT ORDER      -  SECOND    CLASS 0
 ML0280
 ML0280.The horizontal coordinates were scaled from a map and have
 ML0280.an estimated accuracy of +/- 6 seconds.
 ML0280
 ML0280.The orthometric height was determined by differential leveling and
 ML0280.adjusted by the NATIONAL GEODETIC SURVEY
 ML0280.in June 1991.
 ML0280
 ML0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0280.GEOID18 height accuracy estimate available here.
 ML0280
 ML0280.Click photographs - Photos may exist for this station.
 ML0280
 ML0280.The dynamic height is computed by dividing the NAVD 88
 ML0280.geopotential number by the normal gravity value computed on the
 ML0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0280.degrees latitude (g = 980.6199 gals.).
 ML0280
 ML0280.The modeled gravity was interpolated from observed gravity values.
 ML0280
 ML0280;                    North         East    Units  Estimated Accuracy
 ML0280;SPC NE       -   131,090.      629,940.      MT  (+/- 180 meters Scaled)
 ML0280
 ML0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458393(NAD 83)
 ML0280
 ML0280                          SUPERSEDED SURVEY CONTROL
 ML0280
 ML0280  NGVD 29 (??/??/92)  576.763  (m)         1892.26   (f) ADJ UNCH    2 0
 ML0280
 ML0280.Superseded values are not recommended for survey control.
 ML0280
 ML0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0280.See file dsdata.pdf to determine how the superseded data were derived.
 ML0280
 ML0280_MARKER: DB = BENCH MARK DISK
 ML0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0280_STAMPING: Z 283 1949
 ML0280_MARK LOGO: CGS
 ML0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0280+STABILITY: SURFACE MOTION
 ML0280
 ML0280  HISTORY     - Date     Condition        Report By
 ML0280  HISTORY     - 1949     MONUMENTED       CGS
 ML0280
 ML0280                          STATION DESCRIPTION
 ML0280
 ML0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0280'2.4 MI N FROM OVINA.
 ML0280'2.4 MILES NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION
 ML0280'SIGN AT OVINA, AT THE SOUTHEAST CORNER OF SECTION 17, T. 12 N.,
 ML0280'R. 10 W., AT A T-JUNCTION OF ROADS, 46 FEET NORTH OF A 3-WAY
 ML0280'CORNER FENCE POST, 38 FEET WEST OF THE CENTER LINE OF THE
 ML0280'NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A GATE, 12
 ML0280'FEET NORTH OF A POINT ON THE PROJECTED CENTER LINE OF THE SIDE
 ML0280'ROAD LEADING EAST, 1.1 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 ML0280'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0280'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0279 ***********************************************************************
 ML0279  DESIGNATION -  Z 283 RESET
 ML0279  PID         -  ML0279
 ML0279  STATE/COUNTY-  NE/HALL
 ML0279  COUNTRY     -  US
 ML0279  USGS QUAD   -  SAINT PAUL SW (2017)
 ML0279
 ML0279                         *CURRENT SURVEY CONTROL
 ML0279  ______________________________________________________________________
 ML0279* NAD 83(1986) POSITION- 41 00 14.     (N) 098 27 18.     (W)   SCALED
 ML0279* NAVD 88 ORTHO HEIGHT -   576.80  (meters)     1892.4   (feet) RESET
 ML0279  ______________________________________________________________________
 ML0279  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 ML0279  VERT ORDER      -  THIRD
 ML0279
 ML0279.The horizontal coordinates were scaled from a map and have
 ML0279.an estimated accuracy of +/- 6 seconds.
 ML0279
 ML0279.The orthometric height was computed from unverified reset data.
 ML0279
 ML0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0279.GEOID18 height accuracy estimate available here.
 ML0279
 ML0279.Click photographs - Photos may exist for this station.
 ML0279
 ML0279;                    North         East    Units  Estimated Accuracy
 ML0279;SPC NE       -   131,120.      629,940.      MT  (+/- 180 meters Scaled)
 ML0279
 ML0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458393(NAD 83)
 ML0279
 ML0279                          SUPERSEDED SURVEY CONTROL
 ML0279
 ML0279.No superseded survey control is available for this station.
 ML0279
 ML0279_MARKER: DB = BENCH MARK DISK
 ML0279_STAMPING: Z 283 RESET 1970
 ML0279_MARK LOGO: CGS
 ML0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0279
 ML0279  HISTORY     - Date     Condition        Report By
 ML0279  HISTORY     - 1970     MONUMENTED       BOR
 ML0279  HISTORY     - 1970     POOR             USGS
 ML0279
 ML0279                          STATION DESCRIPTION
 ML0279
 ML0279'DESCRIBED BY US BUREAU OF RECLAMATION 1970
 ML0279'2.4 MI N FROM OVINA.
 ML0279'THE BENCH MARK HAS BEEN RESET APPROXIMATELY 80 FEET NORTH OF
 ML0279'ORIGINAL LOCATION AND IS NOW LOCATED 38.4 FEET WEST OF THE CENTER
 ML0279'LINE OF A NORTH-SOUTH ROAD AND 95.0 FEET NORTH OF THE CENTERLINE
 ML0279'OF AN EAST-WEST ROAD.  THE MARK IS NOW STAMPED Z 283 RESET 1970.
 ML0279
 ML0279                          STATION RECOVERY (1970)
 ML0279
 ML0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ML0279'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0443 ***********************************************************************
 ML0443  DESIGNATION -  Z 284
 ML0443  PID         -  ML0443
 ML0443  STATE/COUNTY-  NE/HALL
 ML0443  COUNTRY     -  US
 ML0443  USGS QUAD   -  BOELUS (2017)
 ML0443
 ML0443                         *CURRENT SURVEY CONTROL
 ML0443  ______________________________________________________________________
 ML0443* NAD 83(1986) POSITION- 41 00 13.     (N) 098 38 44.     (W)   SCALED
 ML0443* NAVD 88 ORTHO HEIGHT -   605.432 (meters)     1986.32  (feet) ADJUSTED
 ML0443  ______________________________________________________________________
 ML0443  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 ML0443  DYNAMIC HEIGHT  -        605.119 (meters)     1985.29  (feet) COMP
 ML0443  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 ML0443
 ML0443  VERT ORDER      -  SECOND    CLASS 0
 ML0443
 ML0443.The horizontal coordinates were scaled from a map and have
 ML0443.an estimated accuracy of +/- 6 seconds.
 ML0443
 ML0443.The orthometric height was determined by differential leveling and
 ML0443.adjusted by the NATIONAL GEODETIC SURVEY
 ML0443.in June 1991.
 ML0443
 ML0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0443.GEOID18 height accuracy estimate available here.
 ML0443
 ML0443.Click photographs - Photos may exist for this station.
 ML0443
 ML0443.The dynamic height is computed by dividing the NAVD 88
 ML0443.geopotential number by the normal gravity value computed on the
 ML0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0443.degrees latitude (g = 980.6199 gals.).
 ML0443
 ML0443.The modeled gravity was interpolated from observed gravity values.
 ML0443
 ML0443;                    North         East    Units  Estimated Accuracy
 ML0443;SPC NE       -   130,820.      613,910.      MT  (+/- 180 meters Scaled)
 ML0443
 ML0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL298392(NAD 83)
 ML0443
 ML0443                          SUPERSEDED SURVEY CONTROL
 ML0443
 ML0443  NGVD 29 (??/??/92)  605.191  (m)         1985.53   (f) ADJ UNCH    2 0
 ML0443
 ML0443.Superseded values are not recommended for survey control.
 ML0443
 ML0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0443.See file dsdata.pdf to determine how the superseded data were derived.
 ML0443
 ML0443_MARKER: DB = BENCH MARK DISK
 ML0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0443_STAMPING: Z 284 1949
 ML0443_MARK LOGO: CGS
 ML0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0443+STABILITY: SURFACE MOTION
 ML0443
 ML0443  HISTORY     - Date     Condition        Report By
 ML0443  HISTORY     - 1949     MONUMENTED       CGS
 ML0443  HISTORY     - 19920915 GOOD             NEDR
 ML0443
 ML0443                          STATION DESCRIPTION
 ML0443
 ML0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0443'2 MI W FROM CAIRO.
 ML0443'2.0 MILES WEST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 ML0443'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 ML0443'NORTHWEST CORNER OF SECTION 23. T. 12 N., R. 12 W., IN THE
 ML0443'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 76 FEET SOUTH OF
 ML0443'THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF A CORNER FENCE
 ML0443'POST, 31 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1
 ML0443'FOOT WEST OF A FENCE, 1.1 FEET NORTH OF A REFERENCE POST, SET IN
 ML0443'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0443'0.3 FOOT ABOVE THE GROUND.
 ML0443
 ML0443                          STATION RECOVERY (1992)
 ML0443
 ML0443'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0443'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0443'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML1202 ***********************************************************************
 ML1202  DESIGNATION -  Z 284 RESET
 ML1202  PID         -  ML1202
 ML1202  STATE/COUNTY-  NE/HALL
 ML1202  COUNTRY     -  US
 ML1202  USGS QUAD   -  BOELUS (2017)
 ML1202
 ML1202                         *CURRENT SURVEY CONTROL
 ML1202  ______________________________________________________________________
 ML1202* NAD 83(1986) POSITION- 41 00 13.98   (N) 098 38 43.97   (W)   HD_HELD1
 ML1202* NAVD 88 ORTHO HEIGHT -   603.15  (meters)     1978.8   (feet) RESET
 ML1202  ______________________________________________________________________
 ML1202  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 ML1202  VERT ORDER      -  THIRD
 ML1202
 ML1202.The horizontal coordinates were determined by differentially corrected
 ML1202.hand held GPS observations or other comparable positioning techniques
 ML1202.and have an estimated accuracy of +/- 3 meters.
 ML1202
 ML1202.The orthometric height was computed from unverified reset data.
 ML1202
 ML1202.No vertical observational check was made to the station.
 ML1202
 ML1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML1202.GEOID18 height accuracy estimate available here.
 ML1202
 ML1202.Click photographs - Photos may exist for this station.
 ML1202
 ML1202;                    North         East    Units  Estimated Accuracy
 ML1202;SPC NE       -   130,854.3     613,911.2     MT  (+/- 3 meters HH1 GPS) 
 ML1202
 ML1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2980839248(NAD 83)
 ML1202
 ML1202                          SUPERSEDED SURVEY CONTROL
 ML1202
 ML1202  NGVD 29 (01/31/13)  602.91   (m)         1978.0    (f) RESET       3  
 ML1202
 ML1202.Superseded values are not recommended for survey control.
 ML1202
 ML1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1202.See file dsdata.pdf to determine how the superseded data were derived.
 ML1202
 ML1202_MARKER: DV = VERTICAL CONTROL DISK
 ML1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1202_STAMPING: Z 284 RESET 1992
 ML1202_MARK LOGO: NGS
 ML1202_PROJECTION: RECESSED 13 CENTIMETERS
 ML1202_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1202+STABILITY: SURFACE MOTION
 ML1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1202+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 ML1202
 ML1202  HISTORY     - Date     Condition        Report By
 ML1202  HISTORY     - 1992     MONUMENTED       NEDR
 ML1202  HISTORY     - 20200805 GOOD             NE-079
 ML1202
 ML1202                          STATION DESCRIPTION
 ML1202
 ML1202'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1202'ABOUT 3.21 KM (1.99 MI) WEST FROM CAIRO, AT THE INTERSECTION OF STATE
 ML1202'HIGHWAY 2 WITH CAMERON ROAD, ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY
 ML1202'AND NEAR THE SOUTHWEST CORNER OF THE SW1/4, SEC14, T12N, R12W, FROM
 ML1202'THE JUNCTION OF STATE HIGHWAYS 2 AND 11, IN CAIRO, GO WEST ON HIGHWAY
 ML1202'2 FOR 3.21 KM (1.99 MI) TO THE MARK ON THE RIGHT, IN THE TOP OF A
 ML1202'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT (0.1 M) ABOVE THE
 ML1202'GROUND SURFACE.  IT IS 24.08 M (79.00 FT) EAST FROM THE CENTERLINE OF
 ML1202'CAMERON ROAD, 21.03 FT (6.41 M) NORTH FROM THE CENTERLINE OF THE
 ML1202'HIGHWAY AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.  A MAGNET WAS
 ML1202'PLACED INTO THE NORTH SIDE OF THE MARK.
 ML1202
 ML1202                          STATION RECOVERY (2020)
 ML1202
 ML1202'RECOVERY NOTE BY HALL COUNTY NEBRASKA 2020 (SAP)
 ML1202'THE MARK IS 69.5 FT (21.2 M) NORTH OF NE HIGHWAY 2, 80.0 FT (24.4 M)
 ML1202'EAST OF CAMERON ROAD, 1.5 FT (0.5 M) WEST OF A CONCRETE R/W MARKER,
 ML1202'2.0 FT (0.6 M) NORTHEAST OF A TELEPHONE RISER BOX AND 3.4 FT (1.0 M)
 ML1202'SOUTHWEST OF A CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0394 ***********************************************************************
 ML0394  DESIGNATION -  Z 285
 ML0394  PID         -  ML0394
 ML0394  STATE/COUNTY-  NE/SHERMAN
 ML0394  COUNTRY     -  US
 ML0394  USGS QUAD   -  RAVENNA (2017)
 ML0394
 ML0394                         *CURRENT SURVEY CONTROL
 ML0394  ______________________________________________________________________
 ML0394* NAD 83(1986) POSITION- 41 02 50.     (N) 098 57 31.     (W)   SCALED
 ML0394* NAVD 88 ORTHO HEIGHT -   646.175 (meters)     2119.99  (feet) ADJUSTED
 ML0394  ______________________________________________________________________
 ML0394  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 ML0394  DYNAMIC HEIGHT  -        645.833 (meters)     2118.87  (feet) COMP
 ML0394  MODELED GRAVITY -    980,074.1   (mgal)                       NAVD 88
 ML0394
 ML0394  VERT ORDER      -  SECOND    CLASS 0
 ML0394
 ML0394.The horizontal coordinates were scaled from a map and have
 ML0394.an estimated accuracy of +/- 6 seconds.
 ML0394
 ML0394.The orthometric height was determined by differential leveling and
 ML0394.adjusted by the NATIONAL GEODETIC SURVEY
 ML0394.in June 1991.
 ML0394
 ML0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0394.GEOID18 height accuracy estimate available here.
 ML0394
 ML0394.Click photographs - Photos may exist for this station.
 ML0394
 ML0394.The dynamic height is computed by dividing the NAVD 88
 ML0394.geopotential number by the normal gravity value computed on the
 ML0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0394.degrees latitude (g = 980.6199 gals.).
 ML0394
 ML0394.The modeled gravity was interpolated from observed gravity values.
 ML0394
 ML0394;                    North         East    Units  Estimated Accuracy
 ML0394;SPC NE       -   135,300.      587,530.      MT  (+/- 180 meters Scaled)
 ML0394
 ML0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL034440(NAD 83)
 ML0394
 ML0394                          SUPERSEDED SURVEY CONTROL
 ML0394
 ML0394  NGVD 29 (??/??/92)  645.938  (m)         2119.21   (f) ADJ UNCH    2 0
 ML0394
 ML0394.Superseded values are not recommended for survey control.
 ML0394
 ML0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0394.See file dsdata.pdf to determine how the superseded data were derived.
 ML0394
 ML0394_MARKER: DB = BENCH MARK DISK
 ML0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0394_STAMPING: Z 285 1949
 ML0394_MARK LOGO: CGS
 ML0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0394+STABILITY: SURFACE MOTION
 ML0394
 ML0394  HISTORY     - Date     Condition        Report By
 ML0394  HISTORY     - 1949     MONUMENTED       CGS
 ML0394  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0394
 ML0394                          STATION DESCRIPTION
 ML0394
 ML0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0394'2.7 MI E FROM SWEETWATER.
 ML0394'2.7 MILES EAST ALONG STATE HIGHWAY NO. 45 FROM THE POST OFFICE
 ML0394'AT SWEETWATER, AT THE SOUTHEAST CORNER OF SECTION 31, T. 31 N.,
 ML0394'R. 14 W., AT A T-JUNCTION OF ROADS, ABOUT 300 FEET EAST OF A
 ML0394'FARMHOUSE, AT THE SUMMIT OF A HILL, 61 FEET NORTH OF THE CENTER
 ML0394'LINE OF THE HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF THE
 ML0394'SIDE ROAD LEADING NORTH, 26 FEET NORTH OF A CORNER FENCE POST,
 ML0394'1.2 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A REFERENCE POST,
 ML0394'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0394'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0394
 ML0394                          STATION RECOVERY (1995)
 ML0394
 ML0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0394'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0439 ***********************************************************************
 LH0439  DESIGNATION -  Z 286
 LH0439  PID         -  LH0439
 LH0439  STATE/COUNTY-  NE/HALL
 LH0439  COUNTRY     -  US
 LH0439  USGS QUAD   -  DENMAN (2017)
 LH0439
 LH0439                         *CURRENT SURVEY CONTROL
 LH0439  ______________________________________________________________________
 LH0439* NAD 83(1986) POSITION- 40 43 33.     (N) 098 37 34.     (W)   SCALED
 LH0439* NAVD 88 ORTHO HEIGHT -   603.964 (meters)     1981.51  (feet) ADJUSTED
 LH0439  ______________________________________________________________________
 LH0439  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 LH0439  DYNAMIC HEIGHT  -        603.630 (meters)     1980.41  (feet) COMP
 LH0439  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 LH0439
 LH0439  VERT ORDER      -  SECOND    CLASS 0
 LH0439
 LH0439.The horizontal coordinates were scaled from a map and have
 LH0439.an estimated accuracy of +/- 6 seconds.
 LH0439
 LH0439.The orthometric height was determined by differential leveling and
 LH0439.adjusted by the NATIONAL GEODETIC SURVEY
 LH0439.in June 1991.
 LH0439
 LH0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0439.GEOID18 height accuracy estimate available here.
 LH0439
 LH0439.Click photographs - Photos may exist for this station.
 LH0439
 LH0439.The dynamic height is computed by dividing the NAVD 88
 LH0439.geopotential number by the normal gravity value computed on the
 LH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0439.degrees latitude (g = 980.6199 gals.).
 LH0439
 LH0439.The modeled gravity was interpolated from observed gravity values.
 LH0439
 LH0439;                    North         East    Units  Estimated Accuracy
 LH0439;SPC NE       -   100,020.      616,040.      MT  (+/- 180 meters Scaled)
 LH0439
 LH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL315083(NAD 83)
 LH0439
 LH0439                          SUPERSEDED SURVEY CONTROL
 LH0439
 LH0439  NGVD 29 (??/??/92)  603.712  (m)         1980.68   (f) ADJ UNCH    2 0
 LH0439
 LH0439.Superseded values are not recommended for survey control.
 LH0439
 LH0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0439.See file dsdata.pdf to determine how the superseded data were derived.
 LH0439
 LH0439_MARKER: DB = BENCH MARK DISK
 LH0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0439_STAMPING: Z 286 1949
 LH0439_MARK LOGO: CGS
 LH0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0439+STABILITY: SURFACE MOTION
 LH0439
 LH0439  HISTORY     - Date     Condition        Report By
 LH0439  HISTORY     - 1949     MONUMENTED       CGS
 LH0439
 LH0439                          STATION DESCRIPTION
 LH0439
 LH0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0439'5.7 MI E FROM DENMAN.
 LH0439'5.7 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0439'SCHOOL AT DENMAN, IN LINE WITH THE CENTER LINE OF A T ROAD
 LH0439'LEADING SOUTH, 118 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0439'ROAD, 81.0 FEET NORTH OF A FENCE CORNER POST, 24.0 FEET SOUTH
 LH0439'OF A POWER TRANSMISSION LINE POLE, 1.0 FOOT EAST OF A FENCE,
 LH0439'2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0439'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0442 ***********************************************************************
 LH0442  DESIGNATION -  Z 287
 LH0442  PID         -  LH0442
 LH0442  STATE/COUNTY-  NE/HALL
 LH0442  COUNTRY     -  US
 LH0442  USGS QUAD   -  DENMAN (2017)
 LH0442
 LH0442                         *CURRENT SURVEY CONTROL
 LH0442  ______________________________________________________________________
 LH0442* NAD 83(1986) POSITION- 40 42 30.     (N) 098 40 14.     (W)   SCALED
 LH0442* NAVD 88 ORTHO HEIGHT -   608.660 (meters)     1996.91  (feet) ADJUSTED
 LH0442  ______________________________________________________________________
 LH0442  GEOID HEIGHT    -        -24.874 (meters)                     GEOID18
 LH0442  DYNAMIC HEIGHT  -        608.323 (meters)     1995.81  (feet) COMP
 LH0442  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 LH0442
 LH0442  VERT ORDER      -  SECOND    CLASS 0
 LH0442
 LH0442.The horizontal coordinates were scaled from a map and have
 LH0442.an estimated accuracy of +/- 6 seconds.
 LH0442
 LH0442.The orthometric height was determined by differential leveling and
 LH0442.adjusted by the NATIONAL GEODETIC SURVEY
 LH0442.in June 1991.
 LH0442
 LH0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0442.GEOID18 height accuracy estimate available here.
 LH0442
 LH0442.Click photographs - Photos may exist for this station.
 LH0442
 LH0442.The dynamic height is computed by dividing the NAVD 88
 LH0442.geopotential number by the normal gravity value computed on the
 LH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0442.degrees latitude (g = 980.6199 gals.).
 LH0442
 LH0442.The modeled gravity was interpolated from observed gravity values.
 LH0442
 LH0442;                    North         East    Units  Estimated Accuracy
 LH0442;SPC NE       -    98,010.      612,310.      MT  (+/- 180 meters Scaled)
 LH0442
 LH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL278064(NAD 83)
 LH0442
 LH0442                          SUPERSEDED SURVEY CONTROL
 LH0442
 LH0442  NGVD 29 (??/??/92)  608.408  (m)         1996.09   (f) ADJ UNCH    2 0
 LH0442
 LH0442.Superseded values are not recommended for survey control.
 LH0442
 LH0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0442.See file dsdata.pdf to determine how the superseded data were derived.
 LH0442
 LH0442_MARKER: DB = BENCH MARK DISK
 LH0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0442_STAMPING: Z 287 1949
 LH0442_MARK LOGO: CGS
 LH0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0442+STABILITY: SURFACE MOTION
 LH0442
 LH0442  HISTORY     - Date     Condition        Report By
 LH0442  HISTORY     - 1949     MONUMENTED       CGS
 LH0442  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0442
 LH0442                          STATION DESCRIPTION
 LH0442
 LH0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0442'2.9 MI E FROM DENMAN.
 LH0442'2.9 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0442'SCHOOL AT DENMAN, AT THE FARM HOME OF J.G. JONES AND OCCUPIED
 LH0442'BY H.N. SCHNEIDER, 120 FEET NORTH OF THE CENTER LINE OF THE
 LH0442'ROAD, 16.0 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 8.0
 LH0442'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 1.4 FEET
 LH0442'SOUTH OF A 4-FOOT SLAT FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 LH0442'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0442
 LH0442                          STATION RECOVERY (1962)
 LH0442
 LH0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0443 ***********************************************************************
 LH0443  DESIGNATION -  Z 287 RESET
 LH0443  PID         -  LH0443
 LH0443  STATE/COUNTY-  NE/HALL
 LH0443  COUNTRY     -  US
 LH0443  USGS QUAD   -  DENMAN (2017)
 LH0443
 LH0443                         *CURRENT SURVEY CONTROL
 LH0443  ______________________________________________________________________
 LH0443* NAD 83(1986) POSITION- 40 42 30.     (N) 098 40 13.     (W)   SCALED
 LH0443* NAVD 88 ORTHO HEIGHT -   608.46  (meters)     1996.3   (feet) RESET
 LH0443  ______________________________________________________________________
 LH0443  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 LH0443  VERT ORDER      -  THIRD
 LH0443
 LH0443.The horizontal coordinates were scaled from a map and have
 LH0443.an estimated accuracy of +/- 6 seconds.
 LH0443
 LH0443.The orthometric height was computed from unverified reset data.
 LH0443
 LH0443.No vertical observational check was made to the station.
 LH0443
 LH0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0443.GEOID18 height accuracy estimate available here.
 LH0443
 LH0443.Click photographs - Photos may exist for this station.
 LH0443
 LH0443;                    North         East    Units  Estimated Accuracy
 LH0443;SPC NE       -    98,010.      612,340.      MT  (+/- 180 meters Scaled)
 LH0443
 LH0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL278064(NAD 83)
 LH0443
 LH0443                          SUPERSEDED SURVEY CONTROL
 LH0443
 LH0443  NGVD 29 (01/31/13)  608.21   (m)         1995.4    (f) RESET       3  
 LH0443
 LH0443.Superseded values are not recommended for survey control.
 LH0443
 LH0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0443.See file dsdata.pdf to determine how the superseded data were derived.
 LH0443
 LH0443_MARKER: DV = VERTICAL CONTROL DISK
 LH0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0443_STAMPING: Z 287 RESET 1974
 LH0443_MARK LOGO: NGS
 LH0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0443+STABILITY: SURFACE MOTION
 LH0443
 LH0443  HISTORY     - Date     Condition        Report By
 LH0443  HISTORY     - 1974     MONUMENTED       NGS
 LH0443
 LH0443                          STATION DESCRIPTION
 LH0443
 LH0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LH0443'3 MI E FROM DENMAN.
 LH0443'3.0 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0443'SCHOOL AT DENMAN, 31.0 SOUTH OF THE CENTERLINE OF THE ROAD,
 LH0443'2.5 FEET SOUTH OF A TRANSFORMER POWER POLE, SOUTHEAST OF A FENCE
 LH0443'CORNER, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LH0443'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 DG9071 ***********************************************************************
 DG9071  DESIGNATION -  Z 288 RESET
 DG9071  PID         -  DG9071
 DG9071  STATE/COUNTY-  NE/KEARNEY
 DG9071  COUNTRY     -  US
 DG9071  USGS QUAD   -  NEWARK (2017)
 DG9071
 DG9071                         *CURRENT SURVEY CONTROL
 DG9071  ______________________________________________________________________
 DG9071* NAD 83(1986) POSITION- 40 38 52.     (N) 098 53 15.     (W)   SCALED
 DG9071* NAVD 88 ORTHO HEIGHT -   632.20  (meters)     2074.1   (feet) RESET
 DG9071  ______________________________________________________________________
 DG9071  GEOID HEIGHT    -        -24.739 (meters)                     GEOID18
 DG9071  VERT ORDER      -  THIRD
 DG9071
 DG9071.The horizontal coordinates were scaled from a map and have
 DG9071.an estimated accuracy of +/- 6 seconds.
 DG9071
 DG9071.The orthometric height was computed from unverified reset data.
 DG9071
 DG9071.No vertical observational check was made to the station.
 DG9071
 DG9071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9071.GEOID18 height accuracy estimate available here.
 DG9071
 DG9071.Click photographs - Photos may exist for this station.
 DG9071
 DG9071;                    North         East    Units  Estimated Accuracy
 DG9071;SPC NE       -    91,030.      594,070.      MT  (+/- 180 meters Scaled)
 DG9071
 DG9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK095996(NAD 83)
 DG9071
 DG9071                          SUPERSEDED SURVEY CONTROL
 DG9071
 DG9071.No superseded survey control is available for this station.
 DG9071
 DG9071_MARKER: DV = VERTICAL CONTROL DISK
 DG9071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9071_STAMPING: Z 288 RESET 2004
 DG9071_MARK LOGO: NGS
 DG9071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9071+STABILITY: SURFACE MOTION
 DG9071
 DG9071  HISTORY     - Date     Condition        Report By
 DG9071  HISTORY     - 2004     MONUMENTED       NEDR
 DG9071
 DG9071                          STATION DESCRIPTION
 DG9071
 DG9071'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9071'FROM THE INTERSECTION OF HIGHWAY 10 AND STATE SPUR 50A, GO EAST ON
 DG9071'COUNTY ROAD V 2.0 MILES (3.2 KM) TO COUNTY ROAD 34, TURN LEFT (NORTH)
 DG9071'AND GO 0.5 MILES (0.8 KM) TO A T INTERSECTION.  TURN RIGHT (EAST) AND
 DG9071'GO 1.5 MILES (2.4 KM) TO BENCHMARK.  2.95 FEET (0.90 M) SOUTH TO
 DG9071'BOTTOM ORANGE WITNESS SIGN, 55.5 FEET (16.9 M) WEST TO SOUTH FIELD DR
 DG9071'ENTRANCE, 31.0 FEET (9.4 M) WEST OF SEC LINE NORTH, 16.3 FEET (5.0 M)
 DG9071'WEST OF POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0381 ***********************************************************************
 ML0381  DESIGNATION -  Z 289 RESET
 ML0381  PID         -  ML0381
 ML0381  STATE/COUNTY-  NE/SHERMAN
 ML0381  COUNTRY     -  US
 ML0381  USGS QUAD   -  ROCKVILLE (2017)
 ML0381
 ML0381                         *CURRENT SURVEY CONTROL
 ML0381  ______________________________________________________________________
 ML0381* NAD 83(1986) POSITION- 41 06 19.     (N) 098 51 03.     (W)   SCALED
 ML0381* NAVD 88 ORTHO HEIGHT -   609.64  (meters)     2000.1   (feet) RESET
 ML0381  ______________________________________________________________________
 ML0381  GEOID HEIGHT    -        -24.196 (meters)                     GEOID18
 ML0381  VERT ORDER      -  THIRD
 ML0381
 ML0381.The horizontal coordinates were scaled from a map and have
 ML0381.an estimated accuracy of +/- 6 seconds.
 ML0381
 ML0381.The orthometric height was computed from unverified reset data.
 ML0381
 ML0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0381.GEOID18 height accuracy estimate available here.
 ML0381
 ML0381.Click photographs - Photos may exist for this station.
 ML0381
 ML0381;                    North         East    Units  Estimated Accuracy
 ML0381;SPC NE       -   141,860.      596,500.      MT  (+/- 180 meters Scaled)
 ML0381
 ML0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL125504(NAD 83)
 ML0381
 ML0381                          SUPERSEDED SURVEY CONTROL
 ML0381
 ML0381.No superseded survey control is available for this station.
 ML0381
 ML0381_MARKER: DB = BENCH MARK DISK
 ML0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0381_STAMPING: Z 289 RESET 1972
 ML0381_MARK LOGO: CGS
 ML0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0381+STABILITY: SURFACE MOTION
 ML0381
 ML0381  HISTORY     - Date     Condition        Report By
 ML0381  HISTORY     - 1972     MONUMENTED       NEDR
 ML0381  HISTORY     - 20160425 POOR             NEDR
 ML0381
 ML0381                          STATION DESCRIPTION
 ML0381
 ML0381'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1972
 ML0381'1.6 MI SW FROM ROCKVILLE.
 ML0381'1.65 MILES SOUTHWEST ALONG NEW STATE HIGHWAY 68 FROM THE POST
 ML0381'OFFICE AT ROCKVILLE, 100 FEET NORTH OF THE CENTER LINE OF THE
 ML0381'HIGHWAY, 0.5 FOOT SOUTH OF THE EAST-WEST FENCE LINE AND SET IN
 ML0381'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0381
 ML0381                          STATION RECOVERY (2016)
 ML0381
 ML0381'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2016 (DAK)
 ML0381'HAS BEEN DISTURBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0809 ***********************************************************************
 MK0809  DESIGNATION -  Z 290
 MK0809  PID         -  MK0809
 MK0809  STATE/COUNTY-  NE/SARPY
 MK0809  COUNTRY     -  US
 MK0809  USGS QUAD   -  ASHLAND EAST (2017)
 MK0809
 MK0809                         *CURRENT SURVEY CONTROL
 MK0809  ______________________________________________________________________
 MK0809* NAD 83(1986) POSITION- 41 02 43.19   (N) 096 15 15.12   (W)   HD_HELD1
 MK0809* NAVD 88 ORTHO HEIGHT -   341.727 (meters)     1121.15  (feet) ADJUSTED
 MK0809  ______________________________________________________________________
 MK0809  GEOID HEIGHT    -        -26.384 (meters)                     GEOID18
 MK0809  DYNAMIC HEIGHT  -        341.588 (meters)     1120.69  (feet) COMP
 MK0809  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 MK0809
 MK0809  VERT ORDER      -  SECOND    CLASS 0
 MK0809
 MK0809.The horizontal coordinates were determined by differentially corrected
 MK0809.hand held GPS observations or other comparable positioning techniques
 MK0809.and have an estimated accuracy of +/- 3 meters.
 MK0809
 MK0809.The orthometric height was determined by differential leveling and
 MK0809.adjusted by the NATIONAL GEODETIC SURVEY
 MK0809.in June 1991.
 MK0809
 MK0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0809.GEOID18 height accuracy estimate available here.
 MK0809
 MK0809.Click photographs - Photos may exist for this station.
 MK0809
 MK0809.The dynamic height is computed by dividing the NAVD 88
 MK0809.geopotential number by the normal gravity value computed on the
 MK0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0809.degrees latitude (g = 980.6199 gals.).
 MK0809
 MK0809.The modeled gravity was interpolated from observed gravity values.
 MK0809
 MK0809;                    North         East    Units  Estimated Accuracy
 MK0809;SPC NE       -   141,382.7     814,741.7     MT  (+/- 3 meters HH1 GPS) 
 MK0809
 MK0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3078047421(NAD 83)
 MK0809
 MK0809                          SUPERSEDED SURVEY CONTROL
 MK0809
 MK0809  NGVD 29 (??/??/92)  341.627  (m)         1120.82   (f) ADJ UNCH    2 0
 MK0809
 MK0809.Superseded values are not recommended for survey control.
 MK0809
 MK0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0809.See file dsdata.pdf to determine how the superseded data were derived.
 MK0809
 MK0809_MARKER: DB = BENCH MARK DISK
 MK0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0809_STAMPING: Z 290 1950
 MK0809_MARK LOGO: CGS
 MK0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0809+STABILITY: SURFACE MOTION
 MK0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0809+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2010
 MK0809
 MK0809  HISTORY     - Date     Condition        Report By
 MK0809  HISTORY     - 1950     MONUMENTED       CGS
 MK0809  HISTORY     - 20100419 GOOD             INDIV
 MK0809  HISTORY     - 20100510 GOOD             INDIV
 MK0809
 MK0809                          STATION DESCRIPTION
 MK0809
 MK0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0809'5.1 MI SE FROM MELIA.
 MK0809'0.5 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0809'RAILROAD FROM THE STATION SIGN AT MELIA, THENCE 1.6 MILES SOUTH
 MK0809'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A GRAVELED
 MK0809'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0
 MK0809'MILE SOUTH ALONG STATE HIGHWAY 85, AT A T ROAD JUNCTION, 32 FEET
 MK0809'WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE
 MK0809'EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING EAST, 9 FEET
 MK0809'SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 1.6 FEET NORTH
 MK0809'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0809'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0809
 MK0809                          STATION RECOVERY (2010)
 MK0809
 MK0809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RRR)
 MK0809'NEW DESCRIPTION
 MK0809'
 MK0809'FROM EXIT 432 ON INTERSTATE I-80, THIS IS THE INTERSECTION OF
 MK0809'INTERSTATE I-80/NE HWY 31 (216TH STREET).
 MK0809'TRAVEL SOUTH 3.3 MILES TO THE INTERSECTION OF NE HWY 31 (216TH STREET)
 MK0809'AND BUFFALO RD.
 MK0809'MARK IS APPROX. 62' WEST AND 23' NORTH OF CL/CL INTERSECTION
 MK0809'MARK IS APPROX. 28' NNW OF NE CORNER SECTION 2 T12N R10E 6TH PM SARPY
 MK0809'COUNTY NEBRASKA
 MK0809'
 MK0809'FOUND IN GOOD SHAPE.  MARK IS SET IN CONCRETE.  MARK IS APPROX. 0.5'
 MK0809'ABOVE GROUND SURFACE.
 MK0809
 MK0809                          STATION RECOVERY (2010)
 MK0809
 MK0809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 MK0809'REAL TIME NETWORK GPS OBSERVATION.
 MK0809'41 02'43.153''N     96 15'15.051''W
 MK0809'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0418 ***********************************************************************
 LH0418  DESIGNATION -  Z 291
 LH0418  PID         -  LH0418
 LH0418  STATE/COUNTY-  NE/BUFFALO
 LH0418  COUNTRY     -  US
 LH0418  USGS QUAD   -  CAMERON (2017)
 LH0418
 LH0418                         *CURRENT SURVEY CONTROL
 LH0418  ______________________________________________________________________
 LH0418* NAD 83(1986) POSITION- 40 53 17.15   (N) 098 44 27.98   (W)   HD_HELD1
 LH0418* NAVD 88 ORTHO HEIGHT -   632.585 (meters)     2075.41  (feet) ADJUSTED
 LH0418  ______________________________________________________________________
 LH0418  GEOID HEIGHT    -        -24.584 (meters)                     GEOID18
 LH0418  DYNAMIC HEIGHT  -        632.238 (meters)     2074.27  (feet) COMP
 LH0418  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 LH0418
 LH0418  VERT ORDER      -  FIRST     CLASS II
 LH0418
 LH0418.The horizontal coordinates were determined by differentially corrected
 LH0418.hand held GPS observations or other comparable positioning techniques
 LH0418.and have an estimated accuracy of +/- 3 meters.
 LH0418
 LH0418.The orthometric height was determined by differential leveling and
 LH0418.adjusted by the NATIONAL GEODETIC SURVEY
 LH0418.in June 1991.
 LH0418
 LH0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0418.GEOID18 height accuracy estimate available here.
 LH0418
 LH0418.Click photographs - Photos may exist for this station.
 LH0418
 LH0418.The dynamic height is computed by dividing the NAVD 88
 LH0418.geopotential number by the normal gravity value computed on the
 LH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0418.degrees latitude (g = 980.6199 gals.).
 LH0418
 LH0418.The modeled gravity was interpolated from observed gravity values.
 LH0418
 LH0418;                    North         East    Units  Estimated Accuracy
 LH0418;SPC NE       -   117,879.6     606,062.4     MT  (+/- 3 meters HH1 GPS) 
 LH0418
 LH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2181026367(NAD 83)
 LH0418
 LH0418                          SUPERSEDED SURVEY CONTROL
 LH0418
 LH0418  NGVD 29 (??/??/92)  632.328  (m)         2074.56   (f) ADJ UNCH    1 2
 LH0418
 LH0418.Superseded values are not recommended for survey control.
 LH0418
 LH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0418.See file dsdata.pdf to determine how the superseded data were derived.
 LH0418
 LH0418_MARKER: DB = BENCH MARK DISK
 LH0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0418_STAMPING: Z 291 1949
 LH0418_MARK LOGO: CGS
 LH0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0418+STABILITY: SURFACE MOTION
 LH0418
 LH0418  HISTORY     - Date     Condition        Report By
 LH0418  HISTORY     - 1949     MONUMENTED       CGS
 LH0418
 LH0418                          STATION DESCRIPTION
 LH0418
 LH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0418'7.5 MI N FROM SHELTON.
 LH0418'7.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0418'SHELTON, AT THE SOUTHEAST CORNER OF SECTION 26, T. 11 N., R. 13
 LH0418'W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 35
 LH0418'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET
 LH0418'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3 FEET NORTH OF
 LH0418'A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 1.8 FEET NORTH
 LH0418'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0418'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0634 ***********************************************************************
 LH0634  DESIGNATION -  Z 292
 LH0634  PID         -  LH0634
 LH0634  STATE/COUNTY-  NE/BUFFALO
 LH0634  COUNTRY     -  US
 LH0634  USGS QUAD   -  RIVERDALE (2017)
 LH0634
 LH0634                         *CURRENT SURVEY CONTROL
 LH0634  ______________________________________________________________________
 LH0634* NAD 83(1986) POSITION- 40 48 12.     (N) 099 12 27.     (W)   SCALED
 LH0634* NAVD 88 ORTHO HEIGHT -   670.692 (meters)     2200.43  (feet) ADJUSTED
 LH0634  ______________________________________________________________________
 LH0634  GEOID HEIGHT    -        -24.186 (meters)                     GEOID18
 LH0634  DYNAMIC HEIGHT  -        670.312 (meters)     2199.18  (feet) COMP
 LH0634  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 LH0634
 LH0634  VERT ORDER      -  SECOND    CLASS 0
 LH0634
 LH0634.The horizontal coordinates were scaled from a map and have
 LH0634.an estimated accuracy of +/- 6 seconds.
 LH0634
 LH0634.The orthometric height was determined by differential leveling and
 LH0634.adjusted by the NATIONAL GEODETIC SURVEY
 LH0634.in June 1991.
 LH0634
 LH0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0634.GEOID18 height accuracy estimate available here.
 LH0634
 LH0634.Click photographs - Photos may exist for this station.
 LH0634
 LH0634.The dynamic height is computed by dividing the NAVD 88
 LH0634.geopotential number by the normal gravity value computed on the
 LH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0634.degrees latitude (g = 980.6199 gals.).
 LH0634
 LH0634.The modeled gravity was interpolated from observed gravity values.
 LH0634
 LH0634;                    North         East    Units  Estimated Accuracy
 LH0634;SPC NE       -   108,000.      566,860.      MT  (+/- 180 meters Scaled)
 LH0634
 LH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML824169(NAD 83)
 LH0634
 LH0634                          SUPERSEDED SURVEY CONTROL
 LH0634
 LH0634  NGVD 29 (??/??/92)  670.442  (m)         2199.61   (f) ADJ UNCH    2 0
 LH0634
 LH0634.Superseded values are not recommended for survey control.
 LH0634
 LH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0634.See file dsdata.pdf to determine how the superseded data were derived.
 LH0634
 LH0634_MARKER: DB = BENCH MARK DISK
 LH0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0634_STAMPING: Z 292 1949
 LH0634_MARK LOGO: CGS
 LH0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0634+STABILITY: SURFACE MOTION
 LH0634
 LH0634  HISTORY     - Date     Condition        Report By
 LH0634  HISTORY     - 1949     MONUMENTED       CGS
 LH0634
 LH0634                          STATION DESCRIPTION
 LH0634
 LH0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0634'2.7 MI NW FROM RIVERDALE.
 LH0634'2.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0634'PACIFIC RAILROAD STATION AT RIVERDALE, AT A Y-JUNCTION OF ROADS,
 LH0634'221 FEET SOUTHEAST OF THE EAST CORNER OF A STEEL AND CONCRETE
 LH0634'BRIDGE, 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16
 LH0634'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH TO
 LH0634'THE LOUIS GEIGER FARMHOUSE, 5 FEET NORTHWEST OF A CORNER FENCE
 LH0634'POST, 1.3 FEET SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A
 LH0634'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 LH0634'5 FEET AND PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0634'BENCH MARK IS LOCATED 0.9 MILE SOUTHEAST OF BENCH MARK Y 292.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0635 ***********************************************************************
 LH0635  DESIGNATION -  Z 292 RESET
 LH0635  PID         -  LH0635
 LH0635  STATE/COUNTY-  NE/BUFFALO
 LH0635  COUNTRY     -  US
 LH0635  USGS QUAD   -  RIVERDALE (2017)
 LH0635
 LH0635                         *CURRENT SURVEY CONTROL
 LH0635  ______________________________________________________________________
 LH0635* NAD 83(1986) POSITION- 40 48 12.38   (N) 099 12 27.93   (W)   HD_HELD1
 LH0635* NAVD 88 ORTHO HEIGHT -   670.93  (meters)     2201.2   (feet) RESET
 LH0635  ______________________________________________________________________
 LH0635  GEOID HEIGHT    -        -24.185 (meters)                     GEOID18
 LH0635  VERT ORDER      -  THIRD
 LH0635
 LH0635.The horizontal coordinates were determined by differentially corrected
 LH0635.hand held GPS observations or other comparable positioning techniques
 LH0635.and have an estimated accuracy of +/- 3 meters.
 LH0635
 LH0635.The orthometric height was computed from unverified reset data.
 LH0635
 LH0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0635.GEOID18 height accuracy estimate available here.
 LH0635
 LH0635.Click photographs - Photos may exist for this station.
 LH0635
 LH0635;                    North         East    Units  Estimated Accuracy
 LH0635;SPC NE       -   108,014.9     566,834.3     MT  (+/- 3 meters HH1 GPS) 
 LH0635
 LH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8247516958(NAD 83)
 LH0635
 LH0635                          SUPERSEDED SURVEY CONTROL
 LH0635
 LH0635  NGVD 29 (??/??/??)  670.68   (m)         2200.4    (f) RESET       3  
 LH0635
 LH0635.Superseded values are not recommended for survey control.
 LH0635
 LH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0635.See file dsdata.pdf to determine how the superseded data were derived.
 LH0635
 LH0635_MARKER: DB = BENCH MARK DISK
 LH0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0635_STAMPING: Z 292 RESET 1958
 LH0635_MARK LOGO: CGS
 LH0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0635+STABILITY: SURFACE MOTION
 LH0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0635+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0635
 LH0635  HISTORY     - Date     Condition        Report By
 LH0635  HISTORY     - 1958     MONUMENTED       NEDR
 LH0635  HISTORY     - 1983     GOOD             LOCSUR
 LH0635  HISTORY     - 19930726 GOOD             NGS
 LH0635
 LH0635                          STATION DESCRIPTION
 LH0635
 LH0635'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 LH0635'2.7 MI NW FROM RIVERDALE.
 LH0635'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION
 LH0635'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0635'THE TRACKS, AT THE JUNCTION OF ROADS, 229 FEET SOUTHEAST OF THE
 LH0635'SOUTHEAST CORNER OF WHEEL GUARD OF A STEEL AND CONCRETE BRIDGE,
 LH0635'40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 FEET
 LH0635'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 9 FEET SOUTHWEST
 LH0635'OF THE NORTHWEST END OF A CULVERT PIPE, 14 FEET NORTHWEST OF THE
 LH0635'CENTERLINE OF THE ROAD ENTRANCE TO A FIELD, 6 FEET NORTHWEST OF A
 LH0635'CONCRETE CORNER FENCE POST, 1.5 FEET SOUTHEAST OF A WHITE WOODEN
 LH0635'WITNESS POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 LH0635'5 FEET, PROJECTING 0.2 FOOT ABOVE GROUND.
 LH0635
 LH0635                          STATION RECOVERY (1983)
 LH0635
 LH0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0635'RECOVERED IN GOOD CONDITION.
 LH0635
 LH0635                          STATION RECOVERY (1993)
 LH0635
 LH0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0635'ABOUT 2.7 MI (4.3 KM) NORTHWEST FROM RIVERDALE, ON THE SOUTHWEST
 LH0635'RIGHT-OF-WAY OF STATE HIGHWAY 40 AND IN THE SW1/4, SEC25, T10N, R17W.
 LH0635'TO REACH THE MARK FROM THE JUNCTION OF ELM STREET, 3RD AVENUE AND
 LH0635'STATE HIGHWAY 40, IN RIVERDALE, GO NORTHWEST ON THE HIGHWAY FOR 2.7 MI
 LH0635'(4.3 KM) TO THE MARK ON THE LEFT, ABOUT 230 FT (70.1 M) SOUTHEAST FROM
 LH0635'THE SOUTHEAST END OF A 10 BY 24 FOOT (7.3 M) CONCRETE BOX CULVERT, 40
 LH0635'FT (12.2 M) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 14 FT (4.3
 LH0635'M) NORTHWEST FROM THE CENTERLINE OF A FIELD ENTRANCE, 6 FT (1.8 M)
 LH0635'NORTHWEST FROM AN OLD, CONCRETE RAILROAD FENCE POST, 1.5 FT (0.5 M)
 LH0635'SOUTHEAST FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE
 LH0635'POST THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI1438 ***********************************************************************
 AI1438  DESIGNATION -  Z 293 RESET
 AI1438  PID         -  AI1438
 AI1438  STATE/COUNTY-  NE/BUFFALO
 AI1438  COUNTRY     -  US
 AI1438  USGS QUAD   -  MILLER NE (2017)
 AI1438
 AI1438                         *CURRENT SURVEY CONTROL
 AI1438  ______________________________________________________________________
 AI1438* NAD 83(1986) POSITION- 40 56 48.82   (N) 099 15 15.76   (W)   HD_HELD1
 AI1438* NAVD 88 ORTHO HEIGHT -   683.29  (meters)     2241.8   (feet) RESET
 AI1438  ______________________________________________________________________
 AI1438  GEOID HEIGHT    -        -23.963 (meters)                     GEOID18
 AI1438  VERT ORDER      -  THIRD
 AI1438
 AI1438.The horizontal coordinates were determined by differentially corrected
 AI1438.hand held GPS observations or other comparable positioning techniques
 AI1438.and have an estimated accuracy of +/- 3 meters.
 AI1438
 AI1438.The orthometric height was computed from unverified reset data.
 AI1438
 AI1438.No vertical observational check was made to the station.
 AI1438
 AI1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1438.GEOID18 height accuracy estimate available here.
 AI1438
 AI1438.Click photographs - Photos may exist for this station.
 AI1438
 AI1438;                    North         East    Units  Estimated Accuracy
 AI1438;SPC NE       -   123,905.8     562,764.1     MT  (+/- 3 meters HH1 GPS) 
 AI1438
 AI1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7858932893(NAD 83)
 AI1438
 AI1438                          SUPERSEDED SURVEY CONTROL
 AI1438
 AI1438.No superseded survey control is available for this station.
 AI1438
 AI1438_MARKER: DV = VERTICAL CONTROL DISK
 AI1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1438_STAMPING: Z 293 RESET 1997
 AI1438_MARK LOGO: NGS
 AI1438_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1438+STABILITY: SURFACE MOTION
 AI1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1438+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1438
 AI1438  HISTORY     - Date     Condition        Report By
 AI1438  HISTORY     - 1997     MONUMENTED       NEDR
 AI1438
 AI1438                          STATION DESCRIPTION
 AI1438
 AI1438'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (DL)
 AI1438'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND ODESSA
 AI1438'ROAD, WHICH IS 1.0 MI (1.6 KM) SOUTHEAST OF AMHERST, PROCEED NORTH ON
 AI1438'ODESSA ROAD FOR 8.24 MI (13.26 KM) TO THE BENCH MARK ON THE RIGHT,
 AI1438'ABOUT 137 M (449.5 FT) NORTH OF THE INTERSECTION WITH 280TH ROAD, ON
 AI1438'COUNTY ROAD RIGHT-OF-WAY AND IN THE SW1/4, SEC3, T11N, R17W.  IT IS
 AI1438'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 11.0 M (36.1 FT)
 AI1438'EAST OF THE CENTERLINE OF THE ROAD, 8.8 M (28.9 FT) NORTH OF THE
 AI1438'CENTERLINE OF AN EASTBOUND PASTURE DRIVE, 7.77 M (25.49 FT)
 AI1438'SOUTH-SOUTHWEST OF CROSSED NAILS ON THE EAST SIDE OF A BRACED UTILITY
 AI1438'POLE WITH AN ELECTRIC METER AND A TRANSFORMER, 4.89 M (16.04 FT)
 AI1438'NORTH-NORTHEAST OF A NAIL IN THE TOP OF A FENCE GATE POST, 0.5 M (1.6
 AI1438'FT) EAST OF A NORTH/SOUTH FENCE LINE AND 0.4 M (1.3 FT) EAST OF A
 AI1438'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0664 ***********************************************************************
 LH0664  DESIGNATION -  Z 294
 LH0664  PID         -  LH0664
 LH0664  STATE/COUNTY-  NE/BUFFALO
 LH0664  COUNTRY     -  US
 LH0664  USGS QUAD   -  MILLER NE (2017)
 LH0664
 LH0664                         *CURRENT SURVEY CONTROL
 LH0664  ______________________________________________________________________
 LH0664* NAD 83(1986) POSITION- 40 59 19.88   (N) 099 22 07.10   (W)   HD_HELD1
 LH0664* NAVD 88 ORTHO HEIGHT -   713.893 (meters)     2342.16  (feet) ADJUSTED
 LH0664  ______________________________________________________________________
 LH0664  GEOID HEIGHT    -        -23.771 (meters)                     GEOID18
 LH0664  DYNAMIC HEIGHT  -        713.497 (meters)     2340.86  (feet) COMP
 LH0664  MODELED GRAVITY -    980,045.7   (mgal)                       NAVD 88
 LH0664
 LH0664  VERT ORDER      -  SECOND    CLASS 0
 LH0664
 LH0664.The horizontal coordinates were determined by differentially corrected
 LH0664.hand held GPS observations or other comparable positioning techniques
 LH0664.and have an estimated accuracy of +/- 3 meters.
 LH0664
 LH0664.The orthometric height was determined by differential leveling and
 LH0664.adjusted by the NATIONAL GEODETIC SURVEY
 LH0664.in June 1991.
 LH0664
 LH0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0664.GEOID18 height accuracy estimate available here.
 LH0664
 LH0664.Click photographs - Photos may exist for this station.
 LH0664
 LH0664.The dynamic height is computed by dividing the NAVD 88
 LH0664.geopotential number by the normal gravity value computed on the
 LH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0664.degrees latitude (g = 980.6199 gals.).
 LH0664
 LH0664.The modeled gravity was interpolated from observed gravity values.
 LH0664
 LH0664;                    North         East    Units  Estimated Accuracy
 LH0664;SPC NE       -   128,487.6     553,112.2     MT  (+/- 3 meters HH1 GPS) 
 LH0664
 LH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6899137585(NAD 83)
 LH0664
 LH0664                          SUPERSEDED SURVEY CONTROL
 LH0664
 LH0664  NGVD 29 (??/??/92)  713.643  (m)         2341.34   (f) ADJ UNCH    2 0
 LH0664
 LH0664.Superseded values are not recommended for survey control.
 LH0664
 LH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0664.See file dsdata.pdf to determine how the superseded data were derived.
 LH0664
 LH0664_MARKER: DB = BENCH MARK DISK
 LH0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0664_STAMPING: Z 294 1949
 LH0664_MARK LOGO: CGS
 LH0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0664+STABILITY: SURFACE MOTION
 LH0664
 LH0664  HISTORY     - Date     Condition        Report By
 LH0664  HISTORY     - 1949     MONUMENTED       CGS
 LH0664
 LH0664                          STATION DESCRIPTION
 LH0664
 LH0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0664'5.1 MI N FROM MILLER.
 LH0664'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0664'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0664'THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER
 LH0664'OF SECTION 21, T. 12 N., R. 18 W., IN THE NORTHWEST QUARTER
 LH0664'OF A PUBLIC ROAD CROSSING, 84 FEET NORTH OF THE CENTER LINE OF
 LH0664'THE EAST-WEST ROAD, 43 FEET NORTH OF A CORNER FENCE POST, 30 FEET
 LH0664'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.2 FEET EAST
 LH0664'OF A FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 LH0664'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT
 LH0664'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0123 ***********************************************************************
 LG0123  DESIGNATION -  Z 295
 LG0123  PID         -  LG0123
 LG0123  STATE/COUNTY-  NE/CASS
 LG0123  COUNTRY     -  US
 LG0123  USGS QUAD   -  MANLEY (2017)
 LG0123
 LG0123                         *CURRENT SURVEY CONTROL
 LG0123  ______________________________________________________________________
 LG0123* NAD 83(1986) POSITION- 40 58 46.     (N) 096 10 34.     (W)   SCALED
 LG0123* NAVD 88 ORTHO HEIGHT -   365.851 (meters)     1200.30  (feet) ADJUSTED
 LG0123  ______________________________________________________________________
 LG0123  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 LG0123  DYNAMIC HEIGHT  -        365.701 (meters)     1199.80  (feet) COMP
 LG0123  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 LG0123
 LG0123  VERT ORDER      -  SECOND    CLASS 0
 LG0123
 LG0123.The horizontal coordinates were scaled from a map and have
 LG0123.an estimated accuracy of +/- 6 seconds.
 LG0123
 LG0123.The orthometric height was determined by differential leveling and
 LG0123.adjusted by the NATIONAL GEODETIC SURVEY
 LG0123.in June 1991.
 LG0123
 LG0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0123.GEOID18 height accuracy estimate available here.
 LG0123
 LG0123.Click photographs - Photos may exist for this station.
 LG0123
 LG0123.The dynamic height is computed by dividing the NAVD 88
 LG0123.geopotential number by the normal gravity value computed on the
 LG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0123.degrees latitude (g = 980.6199 gals.).
 LG0123
 LG0123.The modeled gravity was interpolated from observed gravity values.
 LG0123
 LG0123;                    North         East    Units  Estimated Accuracy
 LG0123;SPC NE       -   134,360.      821,620.      MT  (+/- 180 meters Scaled)
 LG0123
 LG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL375403(NAD 83)
 LG0123
 LG0123                          SUPERSEDED SURVEY CONTROL
 LG0123
 LG0123  NGVD 29 (??/??/92)  365.753  (m)         1199.97   (f) ADJ UNCH    2 0
 LG0123
 LG0123.Superseded values are not recommended for survey control.
 LG0123
 LG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0123.See file dsdata.pdf to determine how the superseded data were derived.
 LG0123
 LG0123_MARKER: DB = BENCH MARK DISK
 LG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0123_STAMPING: Z 295 1950
 LG0123_MARK LOGO: CGS
 LG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0123+STABILITY: SURFACE MOTION
 LG0123
 LG0123  HISTORY     - Date     Condition        Report By
 LG0123  HISTORY     - 1950     MONUMENTED       CGS
 LG0123  HISTORY     - 1964     GOOD             CGS
 LG0123
 LG0123                          STATION DESCRIPTION
 LG0123
 LG0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0123'1.8 MI SW FROM LOUISVILLE.
 LG0123'1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE CITY HALL AT
 LG0123'LOUISVILLE, AT A ROAD INTERSECTION, 106 FEET SOUTH OF THE CENTER
 LG0123'LINE OF AN EAST AND WEST ROAD, 44 FEET SOUTH OF THE CENTER OF A
 LG0123'WIRE GATE, 33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LG0123'ROAD, 7 FEET SOUTHWEST OF A TELEPHONE POLE, 6.5 FEET WEST OF A
 LG0123'FENCE, 6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LG0123'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  ALSO
 LG0123'ALONG STATE HWY. 50, 0.1 MILE EAST OF 1/4 COR. BETWEEN SECS.
 LG0123'27 AND 28, T12N, R11E, 260 FEET NW (ALONG ST. HWY. 150) AND
 LG0123'191 FT. NORTH OF JCT. OF ST. HWY 50 (N-S) AND ST. HWY. 150 (W),
 LG0123'60 FEET WEST OF WEST FOUNDATION OF A HOUSE UNDER CONSTRUCTION,
 LG0123'10 FEET SW OF 15 INCH ELM AND 11.5 FEET WEST OF A WHITE BOARD
 LG0123'FENCE.
 LG0123
 LG0123                          STATION RECOVERY (1964)
 LG0123
 LG0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LG0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1112 ***********************************************************************
 LF1112  DESIGNATION -  Z 296
 LF1112  PID         -  LF1112
 LF1112  STATE/COUNTY-  NE/CASS
 LF1112  COUNTRY     -  US
 LF1112  USGS QUAD   -  MURRAY (2017)
 LF1112
 LF1112                         *CURRENT SURVEY CONTROL
 LF1112  ______________________________________________________________________
 LF1112* NAD 83(1986) POSITION- 40 54 53.     (N) 095 59 06.     (W)   SCALED
 LF1112* NAVD 88 ORTHO HEIGHT -   369.654 (meters)     1212.77  (feet) ADJUSTED
 LF1112  ______________________________________________________________________
 LF1112  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 LF1112  DYNAMIC HEIGHT  -        369.498 (meters)     1212.26  (feet) COMP
 LF1112  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 LF1112
 LF1112  VERT ORDER      -  SECOND    CLASS 0
 LF1112
 LF1112.The horizontal coordinates were scaled from a map and have
 LF1112.an estimated accuracy of +/- 6 seconds.
 LF1112
 LF1112.The orthometric height was determined by differential leveling and
 LF1112.adjusted by the NATIONAL GEODETIC SURVEY
 LF1112.in June 1991.
 LF1112
 LF1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1112.GEOID18 height accuracy estimate available here.
 LF1112
 LF1112.Click photographs - Photos may exist for this station.
 LF1112
 LF1112.The dynamic height is computed by dividing the NAVD 88
 LF1112.geopotential number by the normal gravity value computed on the
 LF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1112.degrees latitude (g = 980.6199 gals.).
 LF1112
 LF1112.The modeled gravity was interpolated from observed gravity values.
 LF1112
 LF1112;                    North         East    Units  Estimated Accuracy
 LF1112;SPC NE       -   127,910.      838,020.      MT  (+/- 180 meters Scaled)
 LF1112
 LF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF486335(NAD 83)
 LF1112
 LF1112                          SUPERSEDED SURVEY CONTROL
 LF1112
 LF1112  NGVD 29 (??/??/92)  369.555  (m)         1212.45   (f) ADJ UNCH    2 0
 LF1112
 LF1112.Superseded values are not recommended for survey control.
 LF1112
 LF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1112.See file dsdata.pdf to determine how the superseded data were derived.
 LF1112
 LF1112_MARKER: DB = BENCH MARK DISK
 LF1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1112_STAMPING: Z 296 1949
 LF1112_MARK LOGO: CGS
 LF1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1112+STABILITY: SURFACE MOTION
 LF1112
 LF1112  HISTORY     - Date     Condition        Report By
 LF1112  HISTORY     - 1949     MONUMENTED       CGS
 LF1112
 LF1112                          STATION DESCRIPTION
 LF1112
 LF1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF1112'3.2 MI W FROM MURRAY.
 LF1112'3.15 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE MISSOURI
 LF1112'PACIFIC RAILWAY STATION AT MURRAY, 63 FEET NORTHWEST OF THE NORTHWEST
 LF1112'CORNER OF A SMALL WHITE HOUSE, 31 FEET SOUTH OF THE CENTER LINE
 LF1112'OF THE HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE
 LF1112'LEADING SOUTH, 1.5 FEET WEST OF A POWER LINE AND TRANSFORMER POLE,
 LF1112'1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 LF1112'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1113 ***********************************************************************
 LF1113  DESIGNATION -  Z 296 RESET
 LF1113  PID         -  LF1113
 LF1113  STATE/COUNTY-  NE/CASS
 LF1113  COUNTRY     -  US
 LF1113  USGS QUAD   -  MURRAY (2017)
 LF1113
 LF1113                         *CURRENT SURVEY CONTROL
 LF1113  ______________________________________________________________________
 LF1113* NAD 83(1986) POSITION- 40 54 53.     (N) 095 59 06.     (W)   SCALED
 LF1113* NAVD 88 ORTHO HEIGHT -   369.79  (meters)     1213.2   (feet) RESET
 LF1113  ______________________________________________________________________
 LF1113  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 LF1113  VERT ORDER      -  THIRD
 LF1113
 LF1113.The horizontal coordinates were scaled from a map and have
 LF1113.an estimated accuracy of +/- 6 seconds.
 LF1113
 LF1113.The orthometric height was computed from unverified reset data.
 LF1113
 LF1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1113.GEOID18 height accuracy estimate available here.
 LF1113
 LF1113.Click photographs - Photos may exist for this station.
 LF1113
 LF1113;                    North         East    Units  Estimated Accuracy
 LF1113;SPC NE       -   127,910.      838,020.      MT  (+/- 180 meters Scaled)
 LF1113
 LF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF486335(NAD 83)
 LF1113
 LF1113                          SUPERSEDED SURVEY CONTROL
 LF1113
 LF1113  NGVD 29 (??/??/??)  369.69   (m)         1212.9    (f) RESET       3  
 LF1113
 LF1113.Superseded values are not recommended for survey control.
 LF1113
 LF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1113.See file dsdata.pdf to determine how the superseded data were derived.
 LF1113
 LF1113_MARKER: DB = BENCH MARK DISK
 LF1113_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF1113+WITH SETTING: PAVEMENT
 LF1113_SP_SET: BASE
 LF1113_STAMPING: Z 296 RESET 1965
 LF1113_MARK LOGO: CGS
 LF1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1113+STABILITY: SURFACE MOTION
 LF1113
 LF1113  HISTORY     - Date     Condition        Report By
 LF1113  HISTORY     - 1965     MONUMENTED       CGS
 LF1113  HISTORY     - 1966     GOOD             CGS
 LF1113
 LF1113                          STATION DESCRIPTION
 LF1113
 LF1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LF1113'3.2 MI W FROM MURRAY.
 LF1113'ABOUT 3.15 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI
 LF1113'PACIFIC RAILROAD STATION AT MURRAY, 61 FEET SOUTH OF THE CENTERLINE
 LF1113'OF THE HIGHWAY, 46.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF1113'SMALL WHITE HOUSE, 56 FEET NORTHEAST OF A WELL, 17 FEET WEST OF THE
 LF1113'CENTERLINE OF A PRIVATE DRIVE LEADING SOUTH, 5 FEET WEST OF A
 LF1113'POWER LINE AND TRANSFORMER POLE AND SET IN THE TOP OF A CONCRETE
 LF1113'BASE AND REBAR PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1003 ***********************************************************************
 MK1003  DESIGNATION -  Z 297
 MK1003  PID         -  MK1003
 MK1003  STATE/COUNTY-  NE/SAUNDERS
 MK1003  COUNTRY     -  US
 MK1003  USGS QUAD   -  WAHOO EAST (2017)
 MK1003
 MK1003                         *CURRENT SURVEY CONTROL
 MK1003  ______________________________________________________________________
 MK1003* NAD 83(1986) POSITION- 41 13 13.05   (N) 096 36 08.39   (W)   HD_HELD1
 MK1003* NAVD 88 ORTHO HEIGHT -   367.783 (meters)     1206.63  (feet) ADJUSTED
 MK1003  ______________________________________________________________________
 MK1003  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 MK1003  DYNAMIC HEIGHT  -        367.608 (meters)     1206.06  (feet) COMP
 MK1003  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 MK1003
 MK1003  VERT ORDER      -  SECOND    CLASS 0
 MK1003
 MK1003.The horizontal coordinates were determined by differentially corrected
 MK1003.hand held GPS observations or other comparable positioning techniques
 MK1003.and have an estimated accuracy of +/- 3 meters.
 MK1003
 MK1003.The orthometric height was determined by differential leveling and
 MK1003.adjusted by the NATIONAL GEODETIC SURVEY
 MK1003.in June 1991.
 MK1003
 MK1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1003.GEOID18 height accuracy estimate available here.
 MK1003
 MK1003.Click photographs - Photos may exist for this station.
 MK1003
 MK1003.The dynamic height is computed by dividing the NAVD 88
 MK1003.geopotential number by the normal gravity value computed on the
 MK1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1003.degrees latitude (g = 980.6199 gals.).
 MK1003
 MK1003.The modeled gravity was interpolated from observed gravity values.
 MK1003
 MK1003;                    North         East    Units  Estimated Accuracy
 MK1003;SPC NE       -   159,583.5     784,742.6     MT  (+/- 3 meters HH1 GPS) 
 MK1003
 MK1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0098265983(NAD 83)
 MK1003
 MK1003                          SUPERSEDED SURVEY CONTROL
 MK1003
 MK1003  NGVD 29 (??/??/92)  367.639  (m)         1206.16   (f) ADJ UNCH    2 0
 MK1003
 MK1003.Superseded values are not recommended for survey control.
 MK1003
 MK1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1003.See file dsdata.pdf to determine how the superseded data were derived.
 MK1003
 MK1003_MARKER: DB = BENCH MARK DISK
 MK1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1003_STAMPING: Z 297 1950
 MK1003_MARK LOGO: CGS
 MK1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1003+STABILITY: SURFACE MOTION
 MK1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1003+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2010
 MK1003
 MK1003  HISTORY     - Date     Condition        Report By
 MK1003  HISTORY     - 1950     MONUMENTED       CGS
 MK1003  HISTORY     - 20100423 GOOD             INDIV
 MK1003
 MK1003                          STATION DESCRIPTION
 MK1003
 MK1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1003'1.8 MI E FROM WAHOO.
 MK1003'1.0 MILE NORTHEAST ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1003'AT WAHOO, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, AT A T
 MK1003'ROAD JUNCTION, 148 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO
 MK1003'STORY WHITE FARMHOUSE, 142 FEET NORTH OF THE EXTENDED CENTER LINE
 MK1003'OF A ROAD LEADING EAST, 48 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1003'AND SOUTH ROAD, 16 FEET NORTH OF A FENCE, 56 FEET SOUTH OF THE
 MK1003'CENTER LINE OF A PRIVATE DRIVEWAY, 22 FEET NORTHWEST OF A
 MK1003'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1003'0.3 FOOT ABOVE THE GROUND.
 MK1003
 MK1003                          STATION RECOVERY (2010)
 MK1003
 MK1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MLS)
 MK1003'REAL TIME NETWORK GPS OBSERVATION.
 MK1003'41 13'13.046''N      96 36'08.389''W
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0759 ***********************************************************************
 MK0759  DESIGNATION -  Z 298
 MK0759  PID         -  MK0759
 MK0759  STATE/COUNTY-  NE/SAUNDERS
 MK0759  COUNTRY     -  US
 MK0759  USGS QUAD   -  MEAD (2017)
 MK0759
 MK0759                         *CURRENT SURVEY CONTROL
 MK0759  ______________________________________________________________________
 MK0759* NAD 83(1986) POSITION- 41 07 56.14   (N) 096 27 49.14   (W)   HD_HELD1
 MK0759* NAVD 88 ORTHO HEIGHT -   350.675 (meters)     1150.51  (feet) ADJUSTED
 MK0759  ______________________________________________________________________
 MK0759  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 MK0759  DYNAMIC HEIGHT  -        350.524 (meters)     1150.01  (feet) COMP
 MK0759  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 MK0759
 MK0759  VERT ORDER      -  SECOND    CLASS 0
 MK0759
 MK0759.The horizontal coordinates were determined by differentially corrected
 MK0759.hand held GPS observations or other comparable positioning techniques
 MK0759.and have an estimated accuracy of +/- 3 meters.
 MK0759
 MK0759.The orthometric height was determined by differential leveling and
 MK0759.adjusted by the NATIONAL GEODETIC SURVEY
 MK0759.in June 1991.
 MK0759
 MK0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0759.GEOID18 height accuracy estimate available here.
 MK0759
 MK0759.Click photographs - Photos may exist for this station.
 MK0759
 MK0759.The dynamic height is computed by dividing the NAVD 88
 MK0759.geopotential number by the normal gravity value computed on the
 MK0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0759.degrees latitude (g = 980.6199 gals.).
 MK0759
 MK0759.The modeled gravity was interpolated from observed gravity values.
 MK0759
 MK0759;                    North         East    Units  Estimated Accuracy
 MK0759;SPC NE       -   150,284.5     796,758.0     MT  (+/- 3 meters HH1 GPS) 
 MK0759
 MK0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1289356540(NAD 83)
 MK0759
 MK0759                          SUPERSEDED SURVEY CONTROL
 MK0759
 MK0759  NGVD 29 (??/??/92)  350.556  (m)         1150.12   (f) ADJ UNCH    2 0
 MK0759
 MK0759.Superseded values are not recommended for survey control.
 MK0759
 MK0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0759.See file dsdata.pdf to determine how the superseded data were derived.
 MK0759
 MK0759_MARKER: DB = BENCH MARK DISK
 MK0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0759_STAMPING: Z 298 1950
 MK0759_MARK LOGO: CGS
 MK0759_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0759+STABILITY: SURFACE MOTION
 MK0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0759+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2020
 MK0759
 MK0759  HISTORY     - Date     Condition        Report By
 MK0759  HISTORY     - 1950     MONUMENTED       CGS
 MK0759  HISTORY     - 1984     GOOD             LOCSUR
 MK0759  HISTORY     - 19970507 GOOD             NGS
 MK0759  HISTORY     - 20090219 GOOD             NEDR
 MK0759  HISTORY     - 20201230 GOOD             NEGS
 MK0759
 MK0759                          STATION DESCRIPTION
 MK0759
 MK0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0759'4.8 MI NW FROM MEMPHIS.
 MK0759'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0759'THENCE 4.5 MILES NORTHWEST ALONG STATE HIGHWAY 63, AT A T
 MK0759'ROAD JUNCTION, 68 FEET NORTHEAST OF THE INTERSECTION OF THE
 MK0759'CENTER LINES OF THE HIGHWAY AND A ROAD LEADING SOUTH, 53 FEET
 MK0759'EAST OF THE CENTER OF A GATE ACROSS A ROAD LEADING NORTH TO
 MK0759'THE NEBRASKA ORDINANCE DEPOT, 48 FEET NORTH OF THE CENTER LINE
 MK0759'OF THE HIGHWAY, 1.3 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A
 MK0759'WITNESS POST, SET IN THE TOP OF A CONCRETE POST.  THIS MARK IS
 MK0759'0.7 MILE EAST OF BENCH MARK Y 298.
 MK0759
 MK0759                          STATION RECOVERY (1984)
 MK0759
 MK0759'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0759'RECOVERED IN GOOD CONDITION.
 MK0759
 MK0759                          STATION RECOVERY (1997)
 MK0759
 MK0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (TR)
 MK0759'RECOVERED AS DESCRIBED.
 MK0759
 MK0759                          STATION RECOVERY (2009)
 MK0759
 MK0759'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2009 (JAA)
 MK0759'STATION RECOVERY (2009)
 MK0759'FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE SPUR S-78C, AT
 MK0759'MEMPHIS, NE., PROCEED NORTH ON STATE HIGHWAY 66 FOR 2.50 MILES TO
 MK0759'COUNTY ROAD F. TURN LEFT (WEST) AND PROCEED ON COUNTY ROAD F FOR 1.98
 MK0759'MILES TO COUNTY ROAD 9 AND THE BENCH MARK IN THE NORTHEAST QUADRANT OF
 MK0759'THE INTERSECTION.
 MK0759'THE MARK IS 51 FEET EAST OF COUNTY ROAD 9, 50 FEET NORTH OF COUNTY
 MK0759'ROAD F, 16.5 FEET EAST OF A 60-D NAIL IN THE TOP OF A CORNER FENCE
 MK0759'POST, 1.5 FEET NORTH OF A FIBERGLASS WITNESS POST IN THE FENCELINE,
 MK0759'0.20 FEET HEIGHT ABOVE THE GROUND, SET IN THE TOP OF A CONCRETE POST.
 MK0759
 MK0759                          STATION RECOVERY (2020)
 MK0759
 MK0759'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (BO)
 MK0759'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 66 AND SPUR 78C EAST OF
 MK0759'MEMPHIS, NE., GO NORTH ON NE. HIGHWAY 66 APPROXIMATELY 2.50 MI (4.02
 MK0759'KM) TO INTERSECTION WITH COUNTY ROAD F.  TURN LEFT AND GO WEST ON
 MK0759'COUNTY ROAD F FOR APPROXIMATELY 2.0 MI (3.2 KM) TO THE INTERSECTION
 MK0759'WITH COUNTY ROAD 9 AND THE MARK IN THE NORTHEAST CORNER OF THE
 MK0759'INTERSECTION.  THE MARK IS 1.1 FT (0.3 M) NORTH OF ORANGE CARSONITE
 MK0759'WITNESS POST, 2.0 FT (0.6 M) NORTHWEST OF NAIL IN THE SIDE OF A CUT
 MK0759'OFF RAILROAD.  TIE BRACE POST, 16.3 FT (5.0 M) EAST OF NAIL IN THE TOP
 MK0759'OF A CUT OFF RAILROAD.  TIE CORNER POST, 52.0 FT (15.8 M) EAST OF THE
 MK0759'CENTERLINE OF COUNTY ROAD 9 AND 48.0 FT (14.6 M) NORTH OF THE
 MK0759'CENTERLINE OF COUNTY ROAD F.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0787 ***********************************************************************
 MK0787  DESIGNATION -  Z 299
 MK0787  PID         -  MK0787
 MK0787  STATE/COUNTY-  NE/SAUNDERS
 MK0787  COUNTRY     -  US
 MK0787  USGS QUAD   -  MEAD (2017)
 MK0787
 MK0787                         *CURRENT SURVEY CONTROL
 MK0787  ______________________________________________________________________
 MK0787* NAD 83(1986) POSITION- 41 14 01.     (N) 096 22 47.     (W)   SCALED
 MK0787* NAVD 88 ORTHO HEIGHT -   356.502 (meters)     1169.62  (feet) ADJUSTED
 MK0787  ______________________________________________________________________
 MK0787  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 MK0787  DYNAMIC HEIGHT  -        356.340 (meters)     1169.09  (feet) COMP
 MK0787  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 MK0787
 MK0787  VERT ORDER      -  SECOND    CLASS 0
 MK0787
 MK0787.The horizontal coordinates were scaled from a map and have
 MK0787.an estimated accuracy of +/- 6 seconds.
 MK0787
 MK0787.The orthometric height was determined by differential leveling and
 MK0787.adjusted by the NATIONAL GEODETIC SURVEY
 MK0787.in June 1991.
 MK0787
 MK0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0787.GEOID18 height accuracy estimate available here.
 MK0787
 MK0787.Click photographs - Photos may exist for this station.
 MK0787
 MK0787.The dynamic height is computed by dividing the NAVD 88
 MK0787.geopotential number by the normal gravity value computed on the
 MK0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0787.degrees latitude (g = 980.6199 gals.).
 MK0787
 MK0787.The modeled gravity was interpolated from observed gravity values.
 MK0787
 MK0787;                    North         East    Units  Estimated Accuracy
 MK0787;SPC NE       -   161,820.      803,330.      MT  (+/- 180 meters Scaled)
 MK0787
 MK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL195680(NAD 83)
 MK0787
 MK0787                          SUPERSEDED SURVEY CONTROL
 MK0787
 MK0787  NGVD 29 (??/??/92)  356.370  (m)         1169.19   (f) ADJ UNCH    2 0
 MK0787
 MK0787.Superseded values are not recommended for survey control.
 MK0787
 MK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0787.See file dsdata.pdf to determine how the superseded data were derived.
 MK0787
 MK0787_MARKER: DB = BENCH MARK DISK
 MK0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0787_SP_SET: BOX CULVERT
 MK0787_STAMPING: Z 299 1950
 MK0787_MARK LOGO: CGS
 MK0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0787+STABILITY: SURFACE MOTION
 MK0787
 MK0787  HISTORY     - Date     Condition        Report By
 MK0787  HISTORY     - 1950     MONUMENTED       CGS
 MK0787
 MK0787                          STATION DESCRIPTION
 MK0787
 MK0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0787'1.4 MI SE FROM YUTAN.
 MK0787'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0787'YUTAN, THENCE 0.9 MILE EAST ALNG U.S. HIGHWAY 30 A AND STATE
 MK0787'HIGHWAY 92, 212 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 MK0787'THE SOUTHEAST CORNER OF A FARMHOUSE, 157 FEET EAST OF THE
 MK0787'EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 24 FEET SOUTH
 MK0787'OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY,
 MK0787'SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 6 X 6
 MK0787'FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0788 ***********************************************************************
 MK0788  DESIGNATION -  Z 299 RESET
 MK0788  PID         -  MK0788
 MK0788  STATE/COUNTY-  NE/SAUNDERS
 MK0788  COUNTRY     -  US
 MK0788  USGS QUAD   -  MEAD (2017)
 MK0788
 MK0788                         *CURRENT SURVEY CONTROL
 MK0788  ______________________________________________________________________
 MK0788* NAD 83(1986) POSITION- 41 14 01.     (N) 096 22 48.     (W)   SCALED
 MK0788* NAVD 88 ORTHO HEIGHT -   356.31  (meters)     1169.0   (feet) RESET
 MK0788  ______________________________________________________________________
 MK0788  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 MK0788  VERT ORDER      -  THIRD
 MK0788
 MK0788.The horizontal coordinates were scaled from a map and have
 MK0788.an estimated accuracy of +/- 6 seconds.
 MK0788
 MK0788.The orthometric height was computed from unverified reset data.
 MK0788
 MK0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0788.GEOID18 height accuracy estimate available here.
 MK0788
 MK0788.Click photographs - Photos may exist for this station.
 MK0788
 MK0788;                    North         East    Units  Estimated Accuracy
 MK0788;SPC NE       -   161,820.      803,300.      MT  (+/- 180 meters Scaled)
 MK0788
 MK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL195680(NAD 83)
 MK0788
 MK0788                          SUPERSEDED SURVEY CONTROL
 MK0788
 MK0788  NGVD 29 (??/??/??)  356.17   (m)         1168.5    (f) RESET       3  
 MK0788
 MK0788.Superseded values are not recommended for survey control.
 MK0788
 MK0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0788.See file dsdata.pdf to determine how the superseded data were derived.
 MK0788
 MK0788_MARKER: DB = BENCH MARK DISK
 MK0788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0788_SP_SET: BOX CULVERT
 MK0788_STAMPING: Z 299 RESET 1960
 MK0788_MARK LOGO: CGS
 MK0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0788+STABILITY: SURFACE MOTION
 MK0788
 MK0788  HISTORY     - Date     Condition        Report By
 MK0788  HISTORY     - 1960     MONUMENTED       CGS
 MK0788  HISTORY     - 1961     GOOD             CGS
 MK0788
 MK0788                          STATION DESCRIPTION
 MK0788
 MK0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0788'0.5 MI S FROM YUTAN.
 MK0788'0.5 MILE SOUTH ALONG A BITUMINUS ROAD FROM THE HIGH SCHOOL
 MK0788'AT YUTAN, THENCE 0.9 MILE EAST ALONG U.S. HIGHWAY 30-A AND
 MK0788'STATE HIGHWAY 92, 222 FEET FROM THE SOUTHEAST CORNER OF A
 MK0788'FARM HOUSE, 157 FEET EAST OF THE EXTENDED CENTERLINE OF A PRIVATE
 MK0788'DRIVEWAY, 34 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MK0788'APPROXIMATELY 0.6 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP
 MK0788'OF THE WEST END OF THE SOUTH HEADWALL OF A 6 FT X 6 FT CONCRETE
 MK0788'BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0227 ***********************************************************************
 NP0227  DESIGNATION -  Z 3
 NP0227  PID         -  NP0227
 NP0227  STATE/COUNTY-  NE/DAWES
 NP0227  COUNTRY     -  US
 NP0227  USGS QUAD   -  CHADRON EAST (2017)
 NP0227
 NP0227                         *CURRENT SURVEY CONTROL
 NP0227  ______________________________________________________________________
 NP0227* NAD 83(1986) POSITION- 42 49 38.     (N) 102 56 36.     (W)   SCALED
 NP0227* NAVD 88 ORTHO HEIGHT -  1033.608 (meters)     3391.10  (feet) ADJUSTED
 NP0227  ______________________________________________________________________
 NP0227  GEOID HEIGHT    -        -17.994 (meters)                     GEOID18
 NP0227  DYNAMIC HEIGHT  -       1033.102 (meters)     3389.44  (feet) COMP
 NP0227  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 NP0227
 NP0227  VERT ORDER      -  FIRST     CLASS II
 NP0227
 NP0227.The horizontal coordinates were scaled from a map and have
 NP0227.an estimated accuracy of +/- 6 seconds.
 NP0227
 NP0227.The orthometric height was determined by differential leveling and
 NP0227.adjusted by the NATIONAL GEODETIC SURVEY
 NP0227.in June 1991.
 NP0227
 NP0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0227.GEOID18 height accuracy estimate available here.
 NP0227
 NP0227.Click photographs - Photos may exist for this station.
 NP0227
 NP0227.The dynamic height is computed by dividing the NAVD 88
 NP0227.geopotential number by the normal gravity value computed on the
 NP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0227.degrees latitude (g = 980.6199 gals.).
 NP0227
 NP0227.The modeled gravity was interpolated from observed gravity values.
 NP0227
 NP0227;                    North         East    Units  Estimated Accuracy
 NP0227;SPC NE       -   336,520.      259,390.      MT  (+/- 180 meters Scaled)
 NP0227
 NP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH681436(NAD 83)
 NP0227
 NP0227                          SUPERSEDED SURVEY CONTROL
 NP0227
 NP0227  NGVD 29 (??/??/92) 1033.074  (m)         3389.34   (f) ADJ UNCH    1 2
 NP0227
 NP0227.Superseded values are not recommended for survey control.
 NP0227
 NP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0227.See file dsdata.pdf to determine how the superseded data were derived.
 NP0227
 NP0227_MARKER: H = DRILL HOLE
 NP0227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0227_SP_SET: CULVERT
 NP0227_MARK LOGO: NONE
 NP0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0227+STABILITY: SURFACE MOTION
 NP0227
 NP0227  HISTORY     - Date     Condition        Report By
 NP0227  HISTORY     - 1901     MONUMENTED       CGS
 NP0227  HISTORY     - 1957     GOOD             CGS
 NP0227  HISTORY     - 1974     GOOD             LOCENG
 NP0227  HISTORY     - 19971218 GOOD             LOCSUR
 NP0227
 NP0227                          STATION DESCRIPTION
 NP0227
 NP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0227'2.8 MI E FROM CHADRON.
 NP0227'ABOUT 2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0227'FROM THE STATION AT CHADRON, IN SECTION 23, T. 33 N., R. 48 W.,
 NP0227'14 2/3 POLES WEST OF MILEPOST 403, 17 1/2 FEET SOUTH OF THE SOUTH
 NP0227'RAIL, 4 FEET BELOW THE RAIL, THE BOTTOM OF A SQUARE HOLE CUT IN
 NP0227'THE SECOND STONE WEST OF THE EAST END OF THE SOUTH HEAD WALL OF A
 NP0227'TWIN ARCH STONE CULVERT.
 NP0227
 NP0227                          STATION RECOVERY (1974)
 NP0227
 NP0227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0227'RECOVERED IN GOOD CONDITION.
 NP0227
 NP0227                          STATION RECOVERY (1997)
 NP0227
 NP0227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0227'2.8 MILES (4.5 KM) EAST FROM CHADRON ALONG THE DAKOTA, MINNESOTA AND
 NP0227'EASTERN RAILROAD (FORMERLY KNOWN AS THE CHICAGO AND NORTH WESTERN
 NP0227'RAILROAD) .  IN THE NE 1/4 OF THE NW 1/4 OF SECTION 23, T33N, R48W, IN
 NP0227'THE TOP OF A LIMESTONE CAP OF A TWIN ARCH STONE CULVERT, 0.4 FEET
 NP0227'(12.2 CM) NORTH OF THE SOUTH EDGE, 7.8 FEET (2.4 M) WEST OF THE EAST
 NP0227'EDGE OF THE CAP, 17 FEET (5.2 M) SOUTH OF THE SOUTH RAIL OF BRIDGE
 NP0227'OVER CREEK, THE BOTTOM OF A 1 1/4 INCH SQUARE HOLE SUNKEN ONE QUARTER
 NP0227'OF AN INCH DEEP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0794 ***********************************************************************
 MK0794  DESIGNATION -  Z 300
 MK0794  PID         -  MK0794
 MK0794  STATE/COUNTY-  NE/DOUGLAS
 MK0794  COUNTRY     -  US
 MK0794  USGS QUAD   -  GRETNA (2017)
 MK0794
 MK0794                         *CURRENT SURVEY CONTROL
 MK0794  ______________________________________________________________________
 MK0794* NAD 83(1995) POSITION- 41 13 09.13670(N) 096 12 55.41698(W)   ADJUSTED
 MK0794* NAD 83(1995) ELLIP HT-   346.105 (meters)        (06/27/02)   ADJUSTED
 MK0794* NAVD 88 ORTHO HEIGHT -   373.365 (meters)     1224.95  (feet) ADJUSTED
 MK0794  ______________________________________________________________________
 MK0794  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 MK0794  NAD 83(1995) X  -   -520,203.524 (meters)                     COMP
 MK0794  NAD 83(1995) Y  - -4,776,601.846 (meters)                     COMP
 MK0794  NAD 83(1995) Z  -  4,180,993.314 (meters)                     COMP
 MK0794  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 MK0794  DYNAMIC HEIGHT  -        373.204 (meters)     1224.42  (feet) COMP
 MK0794  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 MK0794
 MK0794  HORZ ORDER      -  FIRST
 MK0794  VERT ORDER      -  SECOND    CLASS 0
 MK0794  ELLP ORDER      -  FOURTH    CLASS I
 MK0794
 MK0794.The horizontal coordinates were established by GPS observations
 MK0794.and adjusted by the National Geodetic Survey in August 1997.
 MK0794
 MK0794.The orthometric height was determined by differential leveling and
 MK0794.adjusted by the NATIONAL GEODETIC SURVEY
 MK0794.in June 1991.
 MK0794
 MK0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0794.GEOID18 height accuracy estimate available here.
 MK0794
 MK0794.Click photographs - Photos may exist for this station.
 MK0794
 MK0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0794
 MK0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 MK0794
 MK0794.The ellipsoidal height was determined by GPS observations
 MK0794.and is referenced to NAD 83.
 MK0794
 MK0794.The dynamic height is computed by dividing the NAVD 88
 MK0794.geopotential number by the normal gravity value computed on the
 MK0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0794.degrees latitude (g = 980.6199 gals.).
 MK0794
 MK0794.The modeled gravity was interpolated from observed gravity values.
 MK0794
 MK0794. The following values were computed from the NAD 83(1995) position.
 MK0794
 MK0794;                    North         East     Units Scale Factor Converg.
 MK0794;SPC NE       -   160,809.836   817,155.582   MT  0.99967104   +2 30 29.0
 MK0794;SPC NE       -   527,590.27  2,680,951.27   sFT  0.99967104   +2 30 29.0
 MK0794;UTM  14      - 4,566,830.599   733,424.323   MT  1.00027063   +1 50 08.6
 MK0794
 MK0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0794!SPC NE       -   0.99994571  x   0.99967104  =   0.99961677
 MK0794!UTM  14      -   0.99994571  x   1.00027063  =   1.00021633
 MK0794
 MK0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3342466830(NAD 83)
 MK0794
 MK0794                          SUPERSEDED SURVEY CONTROL
 MK0794
 MK0794  ELLIP H (08/18/97)  346.179  (m)                       GP(       ) 4 1
 MK0794  NAD 83(1986)-  41 13 09.14646(N)    096 12 55.42174(W) AD(       ) 1
 MK0794  NGVD 29 (??/??/92)  373.246  (m)         1224.56   (f) ADJ UNCH    2 0
 MK0794  NGVD 29 (02/23/90)  374.     (m)  RAPSU86  model used  GPS OBS        
 MK0794
 MK0794.Superseded values are not recommended for survey control.
 MK0794
 MK0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0794.See file dsdata.pdf to determine how the superseded data were derived.
 MK0794
 MK0794_MARKER: DB = BENCH MARK DISK
 MK0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0794_STAMPING: Z 300 1950
 MK0794_MARK LOGO: CGS
 MK0794_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0794+STABILITY: SURFACE MOTION
 MK0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0794+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1998
 MK0794
 MK0794  HISTORY     - Date     Condition        Report By
 MK0794  HISTORY     - 1950     MONUMENTED       CGS
 MK0794  HISTORY     - 1976     GOOD             LOCSUR
 MK0794  HISTORY     - 19800315 GOOD             NGS
 MK0794  HISTORY     - 19870304 GOOD
 MK0794  HISTORY     - 19890406 GOOD
 MK0794  HISTORY     - 19980315 GOOD
 MK0794
 MK0794                          STATION DESCRIPTION
 MK0794
 MK0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0794'6 MI SE FROM ELKHORN.
 MK0794'1.0 MILE EAST ALONG A BRICK PAVED ROAD FROM THE OVERPASS ON
 MK0794'STATE HIGHWAY 31 AT ELKHORN, THENCE 3.95 MILES SOUTH ALONG A
 MK0794'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 MK0794'63 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 28
 MK0794'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33
 MK0794'FEET NORTH OF A TELEPHONE POLE, 30 FEET NORTH OF A FENCE
 MK0794'CORNER, 1.6 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 MK0794'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK0794'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE NORTH OF BENCH MARK
 MK0794'W 300.
 MK0794
 MK0794                          STATION RECOVERY (1976)
 MK0794
 MK0794'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0794'RECOVERED IN GOOD CONDITION.
 MK0794
 MK0794                          STATION RECOVERY (1980)
 MK0794
 MK0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MK0794'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH-NORTHEAST OF
 MK0794'GRETNA, 7 KM (4.35 MI) SOUTH-SOUTHEAST OF ELKHORN, IN THE SOUTHEAST
 MK0794'ANGLE OF A DIRT ROAD CROSSING, IN A FIELD CORNER.  OWNERSHIP--DOUGLAS
 MK0794'COUNTY.
 MK0794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHYWAYS 31, 6 AND
 MK0794'STATE HIGHWAY 370 ON THE NORTH EDGE OF GRETNA, GO NORTH ON STATE
 MK0794'HIGHWAY 31 AND 6 FOR 8.13 KM (5.05 MI) TO A CROSSROAD, PAVED LEFT AND
 MK0794'DIRT RIGHT.  TURN RIGHT AND GO EAST ON F STREET FOR 1.61 KM (1.00 MI)
 MK0794'TO A CROSSROAD AND THE STATION ON THE RIGHT.
 MK0794'THE STATION IS ABOUT 1 CM BELOW THE GROUND LEVEL.  IT IS 18.2 M
 MK0794'(59.7 FT) SOUTH OF THE APPROXIMATE CENTER OF F STREET, 7.4 M
 MK0794'(24.3 FT) EAST OF THE APPROXIMATE CENTER OF 192ND STREET, 5.0 M
 MK0794'(16.4 FT) SOUTH OF UTILITY POLE --5020--, 0.6 M (2.0 FT) NORTH OF A
 MK0794'CARSONITE WITNESS POST AND 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF A
 MK0794'CARSONITE WITNESS POST.
 MK0794'DESCRIBED BY R.D.BALL.
 MK0794
 MK0794                          STATION RECOVERY (1987)
 MK0794
 MK0794'RECOVERED 1987
 MK0794'RECOVERED IN GOOD CONDITION.
 MK0794
 MK0794                          STATION RECOVERY (1989)
 MK0794
 MK0794'RECOVERED 1989
 MK0794'RECOVERED IN GOOD CONDITION.
 MK0794
 MK0794                          STATION RECOVERY (1998)
 MK0794
 MK0794'RECOVERED 1998
 MK0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK2187 ***********************************************************************
 MK2187  DESIGNATION -  Z 300 RESET
 MK2187  PID         -  MK2187
 MK2187  STATE/COUNTY-  NE/DOUGLAS
 MK2187  COUNTRY     -  US
 MK2187  USGS QUAD   -  GRETNA (2017)
 MK2187
 MK2187                         *CURRENT SURVEY CONTROL
 MK2187  ______________________________________________________________________
 MK2187* NAD 83(1986) POSITION- 41 13 09.     (N) 096 12 55.     (W)   SCALED
 MK2187* NAVD 88 ORTHO HEIGHT -   373.18  (meters)     1224.3   (feet) RESET
 MK2187  ______________________________________________________________________
 MK2187  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 MK2187  VERT ORDER      -  THIRD
 MK2187
 MK2187.The horizontal coordinates were scaled from a map and have
 MK2187.an estimated accuracy of +/- 6 seconds.
 MK2187
 MK2187.The orthometric height was computed from unverified reset data.
 MK2187
 MK2187.No vertical observational check was made to the station.
 MK2187
 MK2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK2187.GEOID18 height accuracy estimate available here.
 MK2187
 MK2187.Click photographs - Photos may exist for this station.
 MK2187
 MK2187;                    North         East    Units  Estimated Accuracy
 MK2187;SPC NE       -   160,810.      817,170.      MT  (+/- 180 meters Scaled)
 MK2187
 MK2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL334668(NAD 83)
 MK2187
 MK2187                          SUPERSEDED SURVEY CONTROL
 MK2187
 MK2187  NGVD 29 (01/31/13)  373.07   (m)         1224.0    (f) RESET       3  
 MK2187
 MK2187.Superseded values are not recommended for survey control.
 MK2187
 MK2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2187.See file dsdata.pdf to determine how the superseded data were derived.
 MK2187
 MK2187_MARKER: DV = VERTICAL CONTROL DISK
 MK2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2187_STAMPING: Z 300 RESET 1987
 MK2187_MARK LOGO: NGS
 MK2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2187+STABILITY: SURFACE MOTION
 MK2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2187+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2187
 MK2187  HISTORY     - Date     Condition        Report By
 MK2187  HISTORY     - 1987     MONUMENTED       NGS
 MK2187
 MK2187                          STATION DESCRIPTION
 MK2187
 MK2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2187'7.16 KM (4.45 MI) SOUTH ALONG STATE HIGHWAY 31, FROM ITS JUNCTION WITH
 MK2187'STATE HIGHWAY 64, AT THE ST PATRICKS CATHOLIC CHURCH AND THE WATER
 MK2187'TOWER IN ELKHORN, TO U.S. HIGHWAY 275 AND WEST CENTER ROAD, THEN LEFT
 MK2187'AND EAST ALONG U.S. HIGHWAY 275 AND WEST CENTER ROAD FOR 1.61 KM
 MK2187'(1.00 MI) TO 192ND STREET, THEN RIGHT AND SOUTH ALONG 192ND STREET FOR
 MK2187'1.61 KM (1.00 MI) TO F STREET AND THE MARK IN THE SOUTHEAST ANGLE OF
 MK2187'THE INTERSECTION, 20.73 M (68.0 FT) SOUTH-SOUTHEAST FROM THE SECTION
 MK2187'CORNER COMMON TO SECTIONS 5,6,31 AND 32 OF TOWNSHIPS 14 AND 15 NORTH,
 MK2187'RESPECTIVELY ON RANGE 11, 18.75 M (61.5 FT) SOUTH FROM THE CENTERLINE
 MK2187'OF F STREET, 9.75 M (32.0 FT) EAST FROM THE CENTERLINE OF 192ND
 MK2187'STREET, 4.88 M (16.0 FT) SOUTH FROM A POWERLINE POLE NUMBERED 10,
 MK2187'0.61 M (2.0 FT) NORTH FROM A WITNESS POST, 0.55 M (1.8 FT) SOUTH FROM
 MK2187'A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK2187'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE STREETS.  THE MARK
 MK2187'IS 1.45 KM (0.90 MI) SOUTH FROM BENCH MARK A 301 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0673 ***********************************************************************
 MK0673  DESIGNATION -  Z 301
 MK0673  PID         -  MK0673
 MK0673  STATE/COUNTY-  NE/SARPY
 MK0673  COUNTRY     -  US
 MK0673  USGS QUAD   -  RALSTON (2017)
 MK0673
 MK0673                         *CURRENT SURVEY CONTROL
 MK0673  ______________________________________________________________________
 MK0673* NAD 83(1986) POSITION- 41 10 37.     (N) 096 07 09.     (W)   SCALED
 MK0673* NAVD 88 ORTHO HEIGHT -   321.598 (meters)     1055.11  (feet) ADJUSTED
 MK0673  ______________________________________________________________________
 MK0673  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 MK0673  DYNAMIC HEIGHT  -        321.464 (meters)     1054.67  (feet) COMP
 MK0673  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 MK0673
 MK0673  VERT ORDER      -  SECOND    CLASS 0
 MK0673
 MK0673.The horizontal coordinates were scaled from a map and have
 MK0673.an estimated accuracy of +/- 6 seconds.
 MK0673
 MK0673.The orthometric height was determined by differential leveling and
 MK0673.adjusted by the NATIONAL GEODETIC SURVEY
 MK0673.in June 1991.
 MK0673
 MK0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0673.GEOID18 height accuracy estimate available here.
 MK0673
 MK0673.Click photographs - Photos may exist for this station.
 MK0673
 MK0673.The dynamic height is computed by dividing the NAVD 88
 MK0673.geopotential number by the normal gravity value computed on the
 MK0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0673.degrees latitude (g = 980.6199 gals.).
 MK0673
 MK0673.The modeled gravity was interpolated from observed gravity values.
 MK0673
 MK0673;                    North         East    Units  Estimated Accuracy
 MK0673;SPC NE       -   156,480.      825,430.      MT  (+/- 180 meters Scaled)
 MK0673
 MK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL416624(NAD 83)
 MK0673
 MK0673                          SUPERSEDED SURVEY CONTROL
 MK0673
 MK0673  NGVD 29 (??/??/92)  321.487  (m)         1054.75   (f) ADJ UNCH    2 0
 MK0673
 MK0673.Superseded values are not recommended for survey control.
 MK0673
 MK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0673.See file dsdata.pdf to determine how the superseded data were derived.
 MK0673
 MK0673_MARKER: DB = BENCH MARK DISK
 MK0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0673_STAMPING: Z 301 1950
 MK0673_MARK LOGO: CGS
 MK0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0673+STABILITY: SURFACE MOTION
 MK0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0673+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 MK0673
 MK0673  HISTORY     - Date     Condition        Report By
 MK0673  HISTORY     - 1950     MONUMENTED       CGS
 MK0673  HISTORY     - 1959     GOOD             CGS
 MK0673  HISTORY     - 19870519 GOOD             NGS
 MK0673  HISTORY     - 20020830 MARK NOT FOUND   INDIV
 MK0673
 MK0673                          STATION DESCRIPTION
 MK0673
 MK0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0673'1.8 MI W FROM CHALCO.
 MK0673'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0673'FROM THE STATION AT CHALCO, AT A ROAD CROSSING, 65 FEET EAST OF
 MK0673'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 47 FEET NORTH OF THE
 MK0673'NORTH RAIL, 34 FEET EAST OF A FENCE CORNER, 1.2 FEET SOUTH OF THE
 MK0673'RIGHT OF WAY FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK0673'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 MK0673'NOTE-- A 30-35 FOOT FILL WAS BUILT BY THE NEBRASKA HWY. DEPT. FOR
 MK0673'THE INTERSTATE HIGHWAY ON THE NORTH SIDE OF THE TRACKS AND ALTHOUGH
 MK0673'THE TOE OF THE FILL IS ABOUT 30 FEET FROM THE BENCH MARK THE
 MK0673'PRESSURE OF THE FILL HAS RAISED THE ADJACENT GROUND AND THE BENCH
 MK0673'MARK A LITTLE MORE THAN 0.20 FEET WHEN THEY CHECKED THE BENCH MARK
 MK0673'THE LAST TIME.
 MK0673
 MK0673                          STATION RECOVERY (1959)
 MK0673
 MK0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MK0673'RECOVERED IN GOOD CONDITION.
 MK0673
 MK0673                          STATION RECOVERY (1987)
 MK0673
 MK0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0673'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) EAST ALONG Q STREET
 MK0673'FROM 144TH STREET IN MILLARD, THEN 3.22 KM (2.00 MI) SOUTH ON 132ND
 MK0673'STREET TO GILES ROAD, AN INTERSTATE HIGHWAY 80 OVERPASS OVER A
 MK0673'RAILROAD AND THE BENCH MARK AT THE EAST SIDE OF THE OVERPASS, ABOUT
 MK0673'91 M (298.6 FT) NORTH FROM GILES ROAD, 30.94 M (101.5 FT)
 MK0673'EAST-NORTHEAST OF  THE EAST END OF THE OVERPASS SUPPORT PIER ON THE
 MK0673'NORTH SIDE OF THE TRACKS, 14.33 M (47.0 FT) NORTH OF THE NORTH RAIL,
 MK0673'7.9 M (25.9 FT) EAST FROM THE TOE OF A FILL, 6.25 M (20.5 FT)
 MK0673'WEST-NORTHWEST FROM THE WEST 1 OF 4 POSTS FOR A LARGE BILLBOARD, 5.03
 MK0673'M (16.5 FT) SOUTHWEST OF A FENCE CORNER POST, 0.4 M (1.3 FT) SOUTH OF
 MK0673'A WITNESS POST, 0.6 M (2.0 FT) BELOW THE TRACKS AND RECESSED 0.02 M
 MK0673'(0.1 FT).
 MK0673
 MK0673                          STATION RECOVERY (2002)
 MK0673
 MK0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LLB)
 MK0673'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0993 ***********************************************************************
 MK0993  DESIGNATION -  Z 304
 MK0993  PID         -  MK0993
 MK0993  STATE/COUNTY-  NE/SAUNDERS
 MK0993  COUNTRY     -  US
 MK0993  USGS QUAD   -  FREMONT WEST (2017)
 MK0993
 MK0993                         *CURRENT SURVEY CONTROL
 MK0993  ______________________________________________________________________
 MK0993* NAD 83(1986) POSITION- 41 23 35.     (N) 096 35 17.     (W)   SCALED
 MK0993* NAVD 88 ORTHO HEIGHT -   389.546 (meters)     1278.04  (feet) ADJUSTED
 MK0993  ______________________________________________________________________
 MK0993  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 MK0993  DYNAMIC HEIGHT  -        389.367 (meters)     1277.45  (feet) COMP
 MK0993  MODELED GRAVITY -    980,151.9   (mgal)                       NAVD 88
 MK0993
 MK0993  VERT ORDER      -  SECOND    CLASS 0
 MK0993
 MK0993.The horizontal coordinates were scaled from a map and have
 MK0993.an estimated accuracy of +/- 6 seconds.
 MK0993
 MK0993.The orthometric height was determined by differential leveling and
 MK0993.adjusted by the NATIONAL GEODETIC SURVEY
 MK0993.in June 1991.
 MK0993
 MK0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0993.GEOID18 height accuracy estimate available here.
 MK0993
 MK0993.Click photographs - Photos may exist for this station.
 MK0993
 MK0993.The dynamic height is computed by dividing the NAVD 88
 MK0993.geopotential number by the normal gravity value computed on the
 MK0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0993.degrees latitude (g = 980.6199 gals.).
 MK0993
 MK0993.The modeled gravity was interpolated from observed gravity values.
 MK0993
 MK0993;                    North         East    Units  Estimated Accuracy
 MK0993;SPC NE       -   178,800.      785,180.      MT  (+/- 180 meters Scaled)
 MK0993
 MK0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL016851(NAD 83)
 MK0993
 MK0993                          SUPERSEDED SURVEY CONTROL
 MK0993
 MK0993  NGVD 29 (??/??/92)  389.393  (m)         1277.53   (f) ADJ UNCH    2 0
 MK0993
 MK0993.Superseded values are not recommended for survey control.
 MK0993
 MK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0993.See file dsdata.pdf to determine how the superseded data were derived.
 MK0993
 MK0993_MARKER: DB = BENCH MARK DISK
 MK0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0993_STAMPING: Z 304 1950
 MK0993_MARK LOGO: CGS
 MK0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0993+STABILITY: SURFACE MOTION
 MK0993
 MK0993  HISTORY     - Date     Condition        Report By
 MK0993  HISTORY     - 1950     MONUMENTED       CGS
 MK0993
 MK0993                          STATION DESCRIPTION
 MK0993
 MK0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0993'1.5 MI SE FROM CEDAR BLUFFS.
 MK0993'0.3 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0993'FROM THE STATION AT CEDAR BLUFFS, THENCE 0.5 MILE EAST ALONG A
 MK0993'GRAVELED ROAD, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY 109, AT
 MK0993'THE FARM HOME OF H.E. MC CUTHEON, 208 FEET SOUTH OF THE CENTER
 MK0993'LINE OF THE HIGHWAY, 137 FEET NORTH OF THE NORTHEAST CORNER OF
 MK0993'A BARN, 78 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 MK0993'FARMHOUSE, 22 FEET EAST OF THE CENTER LINE OF A PRIVATE
 MK0993'DRIVEWAY, 3.2 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A
 MK0993'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0993'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0821 ***********************************************************************
 LH0821  DESIGNATION -  Z 305
 LH0821  PID         -  LH0821
 LH0821  STATE/COUNTY-  NE/DAWSON
 LH0821  COUNTRY     -  US
 LH0821  USGS QUAD   -  LEXINGTON EAST (2017)
 LH0821
 LH0821                         *CURRENT SURVEY CONTROL
 LH0821  ______________________________________________________________________
 LH0821* NAD 83(1986) POSITION- 40 51 29.     (N) 099 44 57.     (W)   SCALED
 LH0821* NAVD 88 ORTHO HEIGHT -   741.222 (meters)     2431.83  (feet) ADJUSTED
 LH0821  ______________________________________________________________________
 LH0821  GEOID HEIGHT    -        -23.644 (meters)                     GEOID18
 LH0821  DYNAMIC HEIGHT  -        740.792 (meters)     2430.42  (feet) COMP
 LH0821  MODELED GRAVITY -    980,020.2   (mgal)                       NAVD 88
 LH0821
 LH0821  VERT ORDER      -  SECOND    CLASS 0
 LH0821
 LH0821.The horizontal coordinates were scaled from a map and have
 LH0821.an estimated accuracy of +/- 6 seconds.
 LH0821
 LH0821.The orthometric height was determined by differential leveling and
 LH0821.adjusted by the NATIONAL GEODETIC SURVEY
 LH0821.in June 1991.
 LH0821
 LH0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0821.GEOID18 height accuracy estimate available here.
 LH0821
 LH0821.Click photographs - Photos may exist for this station.
 LH0821
 LH0821.The dynamic height is computed by dividing the NAVD 88
 LH0821.geopotential number by the normal gravity value computed on the
 LH0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0821.degrees latitude (g = 980.6199 gals.).
 LH0821
 LH0821.The modeled gravity was interpolated from observed gravity values.
 LH0821
 LH0821;                    North         East    Units  Estimated Accuracy
 LH0821;SPC NE       -   113,800.      521,140.      MT  (+/- 180 meters Scaled)
 LH0821
 LH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368232(NAD 83)
 LH0821
 LH0821                          SUPERSEDED SURVEY CONTROL
 LH0821
 LH0821  NGVD 29 (??/??/92)  740.938  (m)         2430.89   (f) ADJ UNCH    2 0
 LH0821
 LH0821.Superseded values are not recommended for survey control.
 LH0821
 LH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0821.See file dsdata.pdf to determine how the superseded data were derived.
 LH0821
 LH0821_MARKER: DB = BENCH MARK DISK
 LH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0821_STAMPING: Z 305 1950
 LH0821_MARK LOGO: CGS
 LH0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0821+STABILITY: SURFACE MOTION
 LH0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0821+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 LH0821
 LH0821  HISTORY     - Date     Condition        Report By
 LH0821  HISTORY     - 1950     MONUMENTED       CGS
 LH0821  HISTORY     - 19920603 MARK NOT FOUND   LOCSUR
 LH0821
 LH0821                          STATION DESCRIPTION
 LH0821
 LH0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0821'5.8 MI N FROM LEXINGTON.
 LH0821'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0821'PACIFIC RAILROAD STATION AT LEXINGTON, THENCE 5.45 MILES NORTH
 LH0821'ALONG STATE HIGHWAY 21, AT A SMALL CHURCH, 300 FEET SOUTH OF
 LH0821'THE CENTER LINE OF AN EAST AND WEST ROAD, 93 FEET WEST OF THE
 LH0821'CENTER LINE OF THE HIGHWAY, 64 FEET NORTH OF THE NORTEAST CORNER
 LH0821'OF THE CHURCH, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS
 LH0821'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 LH0821'FOOT ABOVE THE GROUND.
 LH0821
 LH0821                          STATION RECOVERY (1992)
 LH0821
 LH0821'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 LH0821'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1511 ***********************************************************************
 LH1511  DESIGNATION -  Z 305 RESET
 LH1511  PID         -  LH1511
 LH1511  STATE/COUNTY-  NE/DAWSON
 LH1511  COUNTRY     -  US
 LH1511  USGS QUAD   -  LEXINGTON EAST (2017)
 LH1511
 LH1511                         *CURRENT SURVEY CONTROL
 LH1511  ______________________________________________________________________
 LH1511* NAD 83(1986) POSITION- 40 51 29.     (N) 099 44 57.     (W)   SCALED
 LH1511* NAVD 88 ORTHO HEIGHT -   741.04  (meters)     2431.2   (feet) RESET
 LH1511  ______________________________________________________________________
 LH1511  GEOID HEIGHT    -        -23.644 (meters)                     GEOID18
 LH1511  VERT ORDER      -  THIRD
 LH1511
 LH1511.The horizontal coordinates were scaled from a map and have
 LH1511.an estimated accuracy of +/- 6 seconds.
 LH1511
 LH1511.The orthometric height was computed from unverified reset data.
 LH1511
 LH1511.No vertical observational check was made to the station.
 LH1511
 LH1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1511.GEOID18 height accuracy estimate available here.
 LH1511
 LH1511.Click photographs - Photos may exist for this station.
 LH1511
 LH1511;                    North         East    Units  Estimated Accuracy
 LH1511;SPC NE       -   113,800.      521,140.      MT  (+/- 180 meters Scaled)
 LH1511
 LH1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368232(NAD 83)
 LH1511
 LH1511                          SUPERSEDED SURVEY CONTROL
 LH1511
 LH1511  NGVD 29 (01/31/13)  740.76   (m)         2430.3    (f) RESET       3  
 LH1511
 LH1511.Superseded values are not recommended for survey control.
 LH1511
 LH1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1511.See file dsdata.pdf to determine how the superseded data were derived.
 LH1511
 LH1511_MARKER: DV = VERTICAL CONTROL DISK
 LH1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1511_STAMPING: Z 305 RESET 1992
 LH1511_MARK LOGO: NGS
 LH1511_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1511+STABILITY: SURFACE MOTION
 LH1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1511+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1511
 LH1511  HISTORY     - Date     Condition        Report By
 LH1511  HISTORY     - 1992     MONUMENTED       LOCSUR
 LH1511
 LH1511                          STATION DESCRIPTION
 LH1511
 LH1511'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 LH1511'8.85 KM (5.50 MI) NORTH FROM LEXINGTON, ON THE WEST RIGHT-OF-WAY OF
 LH1511'STATE HIGHWAY 21 AND IN THE NE CORNER, SEC 7, T10N, R21W, FROM THE
 LH1511'SOUTHWEST CORNER OF THE DAWSON COUNTY COURTHOUSE, IN LEXINGTON, GO
 LH1511'WEST ON 7TH STREET FOR 0.64 KM (0.40 MI) TO ADAMS STREET AND STATE
 LH1511'HIGHWAY 21.  TURN RIGHT AND GO NORTH ON ADAMS STREET AND HIGHWAY 21
 LH1511'FOR 8.93 KM (5.55 MI) TO THE MARK ON THE LEFT, AT A HOUSE, AND JUST
 LH1511'SOUTH OF A PAVED COUNTY ROAD.  THE DISK IS SET INTO THE TOP OF A
 LH1511'ROUND CONCRETE MONUMENT THAT PROJECTS 0.2 FT (0.1 M) ABOVE THE GROUND
 LH1511'SURFACE.  IT IS 90.8 M (297.9 FT) SOUTH FROM THE CENTERLINE OF THE
 LH1511'COUNTY ROAD, 37.19 M (122.01 FT) NORTHEAST FROM THE NORTHEAST CORNER
 LH1511'OF A HOUSE, 33.53 M (110.01 FT) NORTH FROM THE NORTH FACE OF THE
 LH1511'HOUSE, 17.68 M (58.01 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 LH1511'16.15 M (52.99 FT) EAST FROM THE EAST FACE OF THE HOUSE, 0.46 M (1.51
 LH1511'FT) SOUTH FROM A CONCRETE RIGHT-OF-WAY MARKER AND 0.30 M (0.98 FT)
 LH1511'EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0217 ***********************************************************************
 ML0217  DESIGNATION -  Z 306
 ML0217  PID         -  ML0217
 ML0217  STATE/COUNTY-  NE/NANCE
 ML0217  COUNTRY     -  US
 ML0217  USGS QUAD   -  BELGRADE SW (2017)
 ML0217
 ML0217                         *CURRENT SURVEY CONTROL
 ML0217  ______________________________________________________________________
 ML0217* NAD 83(1986) POSITION- 41 17 07.     (N) 098 14 32.     (W)   SCALED
 ML0217* NAVD 88 ORTHO HEIGHT -   531.753 (meters)     1744.59  (feet) ADJUSTED
 ML0217  ______________________________________________________________________
 ML0217  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 ML0217  DYNAMIC HEIGHT  -        531.494 (meters)     1743.74  (feet) COMP
 ML0217  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 ML0217
 ML0217  VERT ORDER      -  SECOND    CLASS 0
 ML0217
 ML0217.The horizontal coordinates were scaled from a map and have
 ML0217.an estimated accuracy of +/- 6 seconds.
 ML0217
 ML0217.The orthometric height was determined by differential leveling and
 ML0217.adjusted by the NATIONAL GEODETIC SURVEY
 ML0217.in June 1991.
 ML0217
 ML0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0217.GEOID18 height accuracy estimate available here.
 ML0217
 ML0217.Click photographs - Photos may exist for this station.
 ML0217
 ML0217.The dynamic height is computed by dividing the NAVD 88
 ML0217.geopotential number by the normal gravity value computed on the
 ML0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0217.degrees latitude (g = 980.6199 gals.).
 ML0217
 ML0217.The modeled gravity was interpolated from observed gravity values.
 ML0217
 ML0217;                    North         East    Units  Estimated Accuracy
 ML0217;SPC NE       -   162,700.      647,190.      MT  (+/- 180 meters Scaled)
 ML0217
 ML0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL634707(NAD 83)
 ML0217
 ML0217                          SUPERSEDED SURVEY CONTROL
 ML0217
 ML0217  NGVD 29 (??/??/92)  531.522  (m)         1743.84   (f) ADJ UNCH    2 0
 ML0217
 ML0217.Superseded values are not recommended for survey control.
 ML0217
 ML0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0217.See file dsdata.pdf to determine how the superseded data were derived.
 ML0217
 ML0217_MARKER: DB = BENCH MARK DISK
 ML0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0217_STAMPING: Z 306 1950
 ML0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0217+STABILITY: SURFACE MOTION
 ML0217
 ML0217  HISTORY     - Date     Condition        Report By
 ML0217  HISTORY     - 1950     MONUMENTED       CGS
 ML0217
 ML0217                          STATION DESCRIPTION
 ML0217
 ML0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0217'7.4 MI E FROM CUSHING.
 ML0217'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0217'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE
 ML0217'EAST ALONG A GRAVELED ROAD, AT A SCHOOLHOUSE, ON THE OUTSIDE
 ML0217'OF A CURVE IN THE ROAD, 130 FEET SOUTHEAST OF THE CENTER LINE
 ML0217'OF THE ROAD, 84 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 ML0217'LEADING SOUTH, 3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 ML0217'SCHOOL BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0217'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1594 ***********************************************************************
 MK1594  DESIGNATION -  Z 308
 MK1594  PID         -  MK1594
 MK1594  STATE/COUNTY-  NE/PLATTE
 MK1594  COUNTRY     -  US
 MK1594  USGS QUAD   -  GENOA (2017)
 MK1594
 MK1594                         *CURRENT SURVEY CONTROL
 MK1594  ______________________________________________________________________
 MK1594* NAD 83(1986) POSITION- 41 28 29.     (N) 097 38 50.     (W)   SCALED
 MK1594* NAVD 88 ORTHO HEIGHT -   469.716 (meters)     1541.06  (feet) ADJUSTED
 MK1594  ______________________________________________________________________
 MK1594  GEOID HEIGHT    -        -25.113 (meters)                     GEOID18
 MK1594  DYNAMIC HEIGHT  -        469.502 (meters)     1540.36  (feet) COMP
 MK1594  MODELED GRAVITY -    980,152.4   (mgal)                       NAVD 88
 MK1594
 MK1594  VERT ORDER      -  SECOND    CLASS 0
 MK1594
 MK1594.The horizontal coordinates were scaled from a map and have
 MK1594.an estimated accuracy of +/- 6 seconds.
 MK1594
 MK1594.The orthometric height was determined by differential leveling and
 MK1594.adjusted by the NATIONAL GEODETIC SURVEY
 MK1594.in June 1991.
 MK1594
 MK1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1594.GEOID18 height accuracy estimate available here.
 MK1594
 MK1594.Click photographs - Photos may exist for this station.
 MK1594
 MK1594.The dynamic height is computed by dividing the NAVD 88
 MK1594.geopotential number by the normal gravity value computed on the
 MK1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1594.degrees latitude (g = 980.6199 gals.).
 MK1594
 MK1594.The modeled gravity was interpolated from observed gravity values.
 MK1594
 MK1594;                    North         East    Units  Estimated Accuracy
 MK1594;SPC NE       -   184,910.      696,430.      MT  (+/- 180 meters Scaled)
 MK1594
 MK1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL129923(NAD 83)
 MK1594
 MK1594                          SUPERSEDED SURVEY CONTROL
 MK1594
 MK1594  NGVD 29 (??/??/92)  469.517  (m)         1540.41   (f) ADJ UNCH    2 0
 MK1594
 MK1594.Superseded values are not recommended for survey control.
 MK1594
 MK1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1594.See file dsdata.pdf to determine how the superseded data were derived.
 MK1594
 MK1594_MARKER: DB = BENCH MARK DISK
 MK1594_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1594_SP_SET: CULVERT HEADWALL
 MK1594_STAMPING: Z 308 1950
 MK1594_MARK LOGO: CGS
 MK1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1594+STABILITY: SURFACE MOTION
 MK1594
 MK1594  HISTORY     - Date     Condition        Report By
 MK1594  HISTORY     - 1950     MONUMENTED       CGS
 MK1594  HISTORY     - 1979     GOOD             NGS
 MK1594
 MK1594                          STATION DESCRIPTION
 MK1594
 MK1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1594'2.7 MI W FROM MONROE.
 MK1594'0.1 MILE NORTH ALONG A MAIN STREET FROM THE UNION PACIFIC
 MK1594'RAILROAD STATION AT MONROE THENCE 2.6 MILES WEST ALONG STATE
 MK1594'HIGHWAY 22, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1594'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 MK1594'CONCRETE CULVERT, 1 FOOT WEST OF THE EAST END OF THE HEADWALL,
 MK1594'LEVEL WITH THE HIGHWAY.  THIS MARK IS 1.1 MILES EAST OF BENCH
 MK1594'MARK W 308.
 MK1594
 MK1594                          STATION RECOVERY (1979)
 MK1594
 MK1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1594'MARK WAS MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 MK1594'DESCRIBED ROAD CONCSTRUCTION WILL DESTROYED THIS MARK. Z 308 RESET
 MK1594'1979 HAS BEEN ESTABLISHED, SEE DESCRIPTION THERE OF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1830 ***********************************************************************
 MK1830  DESIGNATION -  Z 308 RESET
 MK1830  PID         -  MK1830
 MK1830  STATE/COUNTY-  NE/PLATTE
 MK1830  COUNTRY     -  US
 MK1830  USGS QUAD   -  GENOA (2017)
 MK1830
 MK1830                         *CURRENT SURVEY CONTROL
 MK1830  ______________________________________________________________________
 MK1830* NAD 83(1986) POSITION- 41 28 29.     (N) 097 38 50.     (W)   SCALED
 MK1830* NAVD 88 ORTHO HEIGHT -   469.07  (+/-2cm)     1538.9   (feet) VERTCON
 MK1830  ______________________________________________________________________
 MK1830  GEOID HEIGHT    -        -25.113 (meters)                     GEOID18
 MK1830  VERT ORDER      -  THIRD (See Below)
 MK1830
 MK1830.The horizontal coordinates were scaled from a map and have
 MK1830.an estimated accuracy of +/- 6 seconds.
 MK1830
 MK1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1830
 MK1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1830.GEOID18 height accuracy estimate available here.
 MK1830
 MK1830.The vertical order pertains to the NGVD 29 superseded value.
 MK1830
 MK1830.Click photographs - Photos may exist for this station.
 MK1830
 MK1830;                    North         East    Units  Estimated Accuracy
 MK1830;SPC NE       -   184,910.      696,430.      MT  (+/- 180 meters Scaled)
 MK1830
 MK1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL129923(NAD 83)
 MK1830
 MK1830                          SUPERSEDED SURVEY CONTROL
 MK1830
 MK1830  NGVD 29 (01/31/13)  468.87   (m)         1538.3    (f) RESET       3  
 MK1830
 MK1830.Superseded values are not recommended for survey control.
 MK1830
 MK1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1830.See file dsdata.pdf to determine how the superseded data were derived.
 MK1830
 MK1830_MARKER: DV = VERTICAL CONTROL DISK
 MK1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1830_STAMPING: Z 308 RESET 1979
 MK1830_MARK LOGO: NGS
 MK1830_PROJECTION: PROJECTING 13 CENTIMETERS
 MK1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1830+STABILITY: SURFACE MOTION
 MK1830
 MK1830  HISTORY     - Date     Condition        Report By
 MK1830  HISTORY     - 1979     MONUMENTED       NGS
 MK1830
 MK1830                          STATION DESCRIPTION
 MK1830
 MK1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MK1830'2.6 MI WEST FROM MONROE.
 MK1830'1 BLOCK NORTH FROM THE POST OFFICE IN MONROE, THENCE LEFT AND WEST
 MK1830'2.6 MILES ALONG STATE HIGHWAY TO THE MARK ON THE LEFT, 81.0 FEET
 MK1830'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF THE WEST
 MK1830'BANK OF A DRAINAGE DITCH, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY.
 MK1830'THE MARK IS 15 FT  E FROM A WITNESS POST.
 MK1830'THE MARK IS 2 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0116 ***********************************************************************
 ML0116  DESIGNATION -  Z 309
 ML0116  PID         -  ML0116
 ML0116  STATE/COUNTY-  NE/GREELEY
 ML0116  COUNTRY     -  US
 ML0116  USGS QUAD   -  SPALDING NW (2017)
 ML0116
 ML0116                         *CURRENT SURVEY CONTROL
 ML0116  ______________________________________________________________________
 ML0116* NAD 83(1986) POSITION- 41 41 51.     (N) 098 24 21.     (W)   SCALED
 ML0116* NAVD 88 ORTHO HEIGHT -   584.352 (meters)     1917.16  (feet) ADJUSTED
 ML0116  ______________________________________________________________________
 ML0116  GEOID HEIGHT    -        -24.484 (meters)                     GEOID18
 ML0116  DYNAMIC HEIGHT  -        584.074 (meters)     1916.25  (feet) COMP
 ML0116  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 ML0116
 ML0116  VERT ORDER      -  SECOND    CLASS 0
 ML0116
 ML0116.The horizontal coordinates were scaled from a map and have
 ML0116.an estimated accuracy of +/- 6 seconds.
 ML0116
 ML0116.The orthometric height was determined by differential leveling and
 ML0116.adjusted by the NATIONAL GEODETIC SURVEY
 ML0116.in June 1991.
 ML0116
 ML0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0116.GEOID18 height accuracy estimate available here.
 ML0116
 ML0116.Click photographs - Photos may exist for this station.
 ML0116
 ML0116.The dynamic height is computed by dividing the NAVD 88
 ML0116.geopotential number by the normal gravity value computed on the
 ML0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0116.degrees latitude (g = 980.6199 gals.).
 ML0116
 ML0116.The modeled gravity was interpolated from observed gravity values.
 ML0116
 ML0116;                    North         East    Units  Estimated Accuracy
 ML0116;SPC NE       -   208,190.      632,650.      MT  (+/- 180 meters Scaled)
 ML0116
 ML0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM494163(NAD 83)
 ML0116
 ML0116                          SUPERSEDED SURVEY CONTROL
 ML0116
 ML0116  NGVD 29 (??/??/92)  584.111  (m)         1916.37   (f) ADJ UNCH    2 0
 ML0116
 ML0116.Superseded values are not recommended for survey control.
 ML0116
 ML0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0116.See file dsdata.pdf to determine how the superseded data were derived.
 ML0116
 ML0116_MARKER: DB = BENCH MARK DISK
 ML0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0116_STAMPING: Z 309 1950
 ML0116_MARK LOGO: CGS
 ML0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0116+STABILITY: SURFACE MOTION
 ML0116
 ML0116  HISTORY     - Date     Condition        Report By
 ML0116  HISTORY     - 1950     MONUMENTED       CGS
 ML0116  HISTORY     - 1962     GOOD             CGS
 ML0116
 ML0116                          STATION DESCRIPTION
 ML0116
 ML0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0116'2.4 MI NW FROM SPALDING.
 ML0116'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0116'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, AT A T ROAD JUNCTION,
 ML0116'64 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST
 ML0116'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 57 FEET
 ML0116'NORTHEAST OF TELEPHONE POLE 4, 1.5 FEET EAST OF A FENCE, 2 FEET
 ML0116'SOUTH OF A WITNESS POST, IN A GROVE OF COTTONWOOD TREES, SET
 ML0116'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0116'THE GROUND.
 ML0116
 ML0116                          STATION RECOVERY (1962)
 ML0116
 ML0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 ML0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0260 ***********************************************************************
 MM0260  DESIGNATION -  Z 31
 MM0260  PID         -  MM0260
 MM0260  STATE/COUNTY-  NE/GRANT
 MM0260  COUNTRY     -  US
 MM0260  USGS QUAD   -  K C LAKE (2017)
 MM0260
 MM0260                         *CURRENT SURVEY CONTROL
 MM0260  ______________________________________________________________________
 MM0260* NAD 83(1986) POSITION- 41 44 46.19   (N) 101 41 41.29   (W)   HD_HELD1
 MM0260* NAVD 88 ORTHO HEIGHT -  1119.865 (meters)     3674.09  (feet) ADJUSTED
 MM0260  ______________________________________________________________________
 MM0260  GEOID HEIGHT    -        -19.807 (meters)                     GEOID18
 MM0260  DYNAMIC HEIGHT  -       1119.217 (meters)     3671.96  (feet) COMP
 MM0260  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 MM0260
 MM0260  VERT ORDER      -  SECOND    CLASS 0
 MM0260
 MM0260.The horizontal coordinates were determined by differentially corrected
 MM0260.hand held GPS observations or other comparable positioning techniques
 MM0260.and have an estimated accuracy of +/- 3 meters.
 MM0260
 MM0260.The orthometric height was determined by differential leveling and
 MM0260.adjusted by the NATIONAL GEODETIC SURVEY
 MM0260.in June 1991.
 MM0260
 MM0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0260.GEOID18 height accuracy estimate available here.
 MM0260
 MM0260.Click photographs - Photos may exist for this station.
 MM0260
 MM0260.The dynamic height is computed by dividing the NAVD 88
 MM0260.geopotential number by the normal gravity value computed on the
 MM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0260.degrees latitude (g = 980.6199 gals.).
 MM0260
 MM0260.The modeled gravity was interpolated from observed gravity values.
 MM0260
 MM0260;                    North         East    Units  Estimated Accuracy
 MM0260;SPC NE       -   213,754.4     359,083.6     MT  (+/- 3 meters HH1 GPS) 
 MM0260
 MM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7592825103(NAD 83)
 MM0260
 MM0260                          SUPERSEDED SURVEY CONTROL
 MM0260
 MM0260  NGVD 29 (??/??/92) 1119.398  (m)         3672.56   (f) ADJ UNCH    2 0
 MM0260
 MM0260.Superseded values are not recommended for survey control.
 MM0260
 MM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0260.See file dsdata.pdf to determine how the superseded data were derived.
 MM0260
 MM0260_MARKER: DB = BENCH MARK DISK
 MM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0260_STAMPING: Z 31 1934
 MM0260_MARK LOGO: CGS
 MM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0260+STABILITY: SURFACE MOTION
 MM0260
 MM0260  HISTORY     - Date     Condition        Report By
 MM0260  HISTORY     - 1934     MONUMENTED       CGS
 MM0260  HISTORY     - 1984     GOOD             USGS
 MM0260
 MM0260                          STATION DESCRIPTION
 MM0260
 MM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0260'14.7 MI N FROM ARTHUR.
 MM0260'IN GRANT COUNTY, 14.7 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 MM0260'ARTHUR, ARTHUR COUNTY, 0.2 MILE NORTH OF THE ARTHUR-GRANT COUNTY
 MM0260'LINE, AND 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0260'STANDARD DISK, STAMPED Z 31 1934 AND SET IN THE TOP OF A CONCRETE
 MM0260'POST.
 MM0260
 MM0260                          STATION RECOVERY (1984)
 MM0260
 MM0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0260'DELETE: 52 FEET WEST OF HIGHWAY. ADD: ON NORTH EDGE OF TRAIL AND 50
 MM0260'FEET SOUTHWEST OF TRAIL FORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0536 ***********************************************************************
 ML0536  DESIGNATION -  Z 310
 ML0536  PID         -  ML0536
 ML0536  STATE/COUNTY-  NE/WHEELER
 ML0536  COUNTRY     -  US
 ML0536  USGS QUAD   -  GREELEY NE (2017)
 ML0536
 ML0536                         *CURRENT SURVEY CONTROL
 ML0536  ______________________________________________________________________
 ML0536* NAD 83(1986) POSITION- 41 44 57.     (N) 098 36 17.     (W)   SCALED
 ML0536* NAVD 88 ORTHO HEIGHT -   615.090 (meters)     2018.01  (feet) ADJUSTED
 ML0536  ______________________________________________________________________
 ML0536  GEOID HEIGHT    -        -24.284 (meters)                     GEOID18
 ML0536  DYNAMIC HEIGHT  -        614.797 (meters)     2017.05  (feet) COMP
 ML0536  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 ML0536
 ML0536  VERT ORDER      -  SECOND    CLASS 0
 ML0536
 ML0536.The horizontal coordinates were scaled from a map and have
 ML0536.an estimated accuracy of +/- 6 seconds.
 ML0536
 ML0536.The orthometric height was determined by differential leveling and
 ML0536.adjusted by the NATIONAL GEODETIC SURVEY
 ML0536.in June 1991.
 ML0536
 ML0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0536.GEOID18 height accuracy estimate available here.
 ML0536
 ML0536.Click photographs - Photos may exist for this station.
 ML0536
 ML0536.The dynamic height is computed by dividing the NAVD 88
 ML0536.geopotential number by the normal gravity value computed on the
 ML0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0536.degrees latitude (g = 980.6199 gals.).
 ML0536
 ML0536.The modeled gravity was interpolated from observed gravity values.
 ML0536
 ML0536;                    North         East    Units  Estimated Accuracy
 ML0536;SPC NE       -   213,640.      616,010.      MT  (+/- 180 meters Scaled)
 ML0536
 ML0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM328220(NAD 83)
 ML0536
 ML0536                          SUPERSEDED SURVEY CONTROL
 ML0536
 ML0536  NGVD 29 (??/??/92)  614.846  (m)         2017.21   (f) ADJ UNCH    2 0
 ML0536
 ML0536.Superseded values are not recommended for survey control.
 ML0536
 ML0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0536.See file dsdata.pdf to determine how the superseded data were derived.
 ML0536
 ML0536_MARKER: DB = BENCH MARK DISK
 ML0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0536_STAMPING: Z 310 1950
 ML0536_MARK LOGO: CGS
 ML0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0536+STABILITY: SURFACE MOTION
 ML0536
 ML0536  HISTORY     - Date     Condition        Report By
 ML0536  HISTORY     - 1950     MONUMENTED       CGS
 ML0536
 ML0536                          STATION DESCRIPTION
 ML0536
 ML0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0536'4.9 MI SE FROM ERICSON.
 ML0536'4.9 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0536'BANK AT ERICSON, ON THE OUTSIDE OF A CURVE IN THE ROAD, 125 FEET
 ML0536'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF THE
 ML0536'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 17 FEET WEST
 ML0536'OF THE CENTER OF A GATE, 3.5 FEET NORTH OF A FENCE CORNER, 0.9
 ML0536'FOOT EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN
 ML0536'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1348 ***********************************************************************
 NM1348  FBN         -  This is a Federal Base Network Control Station.
 NM1348  DESIGNATION -  Z 311 RESET
 NM1348  PID         -  NM1348
 NM1348  STATE/COUNTY-  NE/MADISON
 NM1348  COUNTRY     -  US
 NM1348  USGS QUAD   -  TILDEN (2017)
 NM1348
 NM1348                         *CURRENT SURVEY CONTROL
 NM1348  ______________________________________________________________________
 NM1348* NAD 83(2011) POSITION- 42 01 57.46661(N) 097 50 01.59089(W)   ADJUSTED
 NM1348* NAD 83(2011) ELLIP HT-   505.242 (meters)        (06/27/12)   ADJUSTED
 NM1348* NAD 83(2011) EPOCH   -  2010.00
 NM1348* NAVD 88 ORTHO HEIGHT -   529.88  (meters)     1738.4   (feet) RESET
 NM1348  ______________________________________________________________________
 NM1348  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 NM1348  NAD 83(2011) X  -   -646,734.487 (meters)                     COMP
 NM1348  NAD 83(2011) Y  - -4,700,666.909 (meters)                     COMP
 NM1348  NAD 83(2011) Z  -  4,248,634.803 (meters)                     COMP
 NM1348  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 NM1348  VERT ORDER      -  THIRD
 NM1348
 NM1348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1348  Standards:
 NM1348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1348  -------------------------------------------------------------------
 NM1348  NETWORK    0.46   1.16           0.22   0.13   0.59      0.03811306
 NM1348  -------------------------------------------------------------------
 NM1348  Click here for local accuracies and other accuracy information.
 NM1348
 NM1348.The horizontal coordinates were established by GPS observations
 NM1348.and adjusted by the National Geodetic Survey in June 2012.
 NM1348
 NM1348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1348.been affixed to the stable North American tectonic plate. See 
 NM1348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1348
 NM1348.The horizontal coordinates are valid at the epoch date displayed above
 NM1348.which is a decimal equivalence of Year/Month/Day.
 NM1348
 NM1348.The orthometric height was computed from unverified reset data.
 NM1348
 NM1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1348.GEOID18 height accuracy estimate available here.
 NM1348
 NM1348.Click photographs - Photos may exist for this station.
 NM1348
 NM1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1348
 NM1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1348
 NM1348.The ellipsoidal height was determined by GPS observations
 NM1348.and is referenced to NAD 83.
 NM1348
 NM1348. The following values were computed from the NAD 83(2011) position.
 NM1348
 NM1348;                    North         East     Units Scale Factor Converg.
 NM1348;SPC NE       -   246,427.607   679,309.220   MT  0.99970080   +1 26 08.0
 NM1348;SPC NE       -   808,487.91  2,228,700.33   sFT  0.99970080   +1 26 08.0
 NM1348;UTM  14      - 4,654,056.923   596,535.304   MT  0.99971467   +0 46 51.3
 NM1348
 NM1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1348!SPC NE       -   0.99992076  x   0.99970080  =   0.99962159
 NM1348!UTM  14      -   0.99992076  x   0.99971467  =   0.99963546
 NM1348
 NM1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9653554056(NAD 83)
 NM1348
 NM1348                          SUPERSEDED SURVEY CONTROL
 NM1348
 NM1348  NAD 83(2007)-  42 01 57.46655(N)    097 50 01.59166(W) AD(2002.00) 0
 NM1348  ELLIP H (02/10/07)  505.269  (m)                       GP(2002.00)    
 NM1348  ELLIP H (07/10/01)  505.233  (m)                       GP(       ) 4 1
 NM1348  NAD 83(1995)-  42 01 57.46640(N)    097 50 01.59115(W) AD(       ) B
 NM1348  ELLIP H (06/25/96)  505.308  (m)                       GP(       ) 1 1
 NM1348  NAVD 88             529.88   (m)         1738.4    (f) LEVELING    3  
 NM1348  NAVD 88             529.90   (m)         1738.5    (f) LEVELING    3  
 NM1348  NGVD 29 (??/??/??)  529.66   (m)         1737.7    (f) RESET       3  
 NM1348
 NM1348.Superseded values are not recommended for survey control.
 NM1348
 NM1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1348.See file dsdata.pdf to determine how the superseded data were derived.
 NM1348
 NM1348_MARKER: DB = BENCH MARK DISK
 NM1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1348_STAMPING: Z 311 RESET 1965
 NM1348_MARK LOGO: CGS
 NM1348_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1348_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1348+STABILITY: SURFACE MOTION
 NM1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1348+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 NM1348
 NM1348  HISTORY     - Date     Condition        Report By
 NM1348  HISTORY     - 1965     MONUMENTED       CGS
 NM1348  HISTORY     - 1981     GOOD             LOCSUR
 NM1348  HISTORY     - 19950615 GOOD             NGS
 NM1348  HISTORY     - 19991025 GOOD             NGS
 NM1348  HISTORY     - 20000510 GOOD             NGS
 NM1348  HISTORY     - 20100819 GOOD             JEOCON
 NM1348  HISTORY     - 20130807 GOOD             JEOCON
 NM1348  HISTORY     - 20210827 GOOD             NEGS
 NM1348  HISTORY     - 20220324 GOOD             NEGS
 NM1348
 NM1348                          STATION DESCRIPTION
 NM1348
 NM1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NM1348'1 MI S FROM TILDEN.
 NM1348'0.05 MILE WEST FROM THE POST OFFICE AT TILDEN, THEN SOUTH ALONG
 NM1348'STATE HIGHWAY 39 FOR 1.0 MILE TO A T-INTERSECTION, IN THE
 NM1348'NORTHEAST ANGLE OF THE INTERSECTION, 70 FEET EAST OF THE CENTER
 NM1348'OF STATE HIGHWAY 39, 48 FEET NORTH OF THE CENTER OF A GRAVELED
 NM1348'ROAD, 3 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, AND 1 FOOT
 NM1348'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE
 NM1348'MONUMENT WHICH PROJECTS 5 INCHES.
 NM1348
 NM1348                          STATION RECOVERY (1981)
 NM1348
 NM1348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1348'RECOVERED IN GOOD CONDITION.
 NM1348
 NM1348                          STATION RECOVERY (1995)
 NM1348
 NM1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1348'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) WEST OF MEADOW GROVE, 1 MI
 NM1348'(1.6 KM) SOUTH OF TILDEN, AT THE ANTELOPE-MADISON COUNTY LINE, ON THE
 NM1348'EAST RIGHT-OF-WAY OF STATE HIGHWAY 45, AT A GRAVELED ROAD LEADING EAST
 NM1348'AND NEAR THE SW CORNER, SEC19, T24N, R4W.  TO REACH THE MARK FROM THE
 NM1348'JUNCTION OF STATE HIGHWAY 45 AND U.S. HIGHWAY 275 AT TILDEN, GO SOUTH
 NM1348'ON HIGHWAY 45 FOR 1.15 MI (1.85 KM) TO THE MARK ON THE LEFT.  THE DISK
 NM1348'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT
 NM1348'0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.  IT IS 69.5 FT (21.2 M) EAST
 NM1348'OF THE CENTERLINE OF THE HIGHWAY, 49.0 FT (14.9 M) NORTH OF THE
 NM1348'CENTERLINE OF THE GRAVELED ROAD, 35.4 FT (10.8 M) NORTHEAST OF THE
 NM1348'CENTER OF THE NORTH END OF A METAL CULVERT UNDER THE COUNTY ROAD, 32.2
 NM1348'FT (9.8 M) NORTHWEST OF A UTILITY POLE, 20.0 FT (6.1 M) NORTH OF A
 NM1348'FENCE CORNER POST, 2.8 FT (0.9 M) SOUTH OF A UTILITY POLE, 1.3 FT (0.4
 NM1348'M) NORTH OF A METAL WITNESS POST, 1.0 FT (0.3 M) WEST OF THE WEST
 NM1348'RIGHT-OF-WAY FENCE AND A FIBERGLASS WITNESS POST AND ABOUT 5 FT (1.5
 NM1348'M) LOWER THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG THE WEST SIDE OF
 NM1348'THE MARK.
 NM1348
 NM1348                          STATION RECOVERY (1999)
 NM1348
 NM1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1348'1.8 KM (1.10 MI) SOUTHERLY ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 NM1348'U.S.  HIGHWAY 275 IN TILDEN, 21.1 M (69.2 FT) EAST OF THE HIGHWAY
 NM1348'CENTERLINE, 15.2 M (49.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 NM1348'6.3 M (20.7 FT) NORTH OF A FENCE CORNER AND A RIGHT-OF-WAY POST, 1.3 M
 NM1348'(4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A
 NM1348'UTILITY POLE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 NM1348'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 NM1348'FT) ABOVE THE GROUND SURFACE.  NOTE--THIS MONUMENT IS A CANDIDATE FOR
 NM1348'A FEDERAL BASE NETWORK CONTROL STATION.
 NM1348
 NM1348                          STATION RECOVERY (2000)
 NM1348
 NM1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NM1348'RECOVERED AS DESCRIBED.
 NM1348
 NM1348                          STATION RECOVERY (2010)
 NM1348
 NM1348'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (MLS)
 NM1348'RECOVERED IN GOOD CONDITION.
 NM1348
 NM1348                          STATION RECOVERY (2013)
 NM1348
 NM1348'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2013
 NM1348'RECOVERED IN GOOD CONDITION.
 NM1348
 NM1348                          STATION RECOVERY (2021)
 NM1348
 NM1348'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 NM1348'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 45 AND U.S. HIGHWAY 275 IN
 NM1348'TILDEN, NE., GO SOUTH ON NE. HIGHWAY 45 FOR APPROXIMATELY 1.15 MI
 NM1348'(1.85 KM) TO THE INTERSECTION OF NE. HIGHWAY 45 AND 842ND ROAD.
 NM1348'
 NM1348'THE BENCH MARK IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION
 NM1348'AT MILE POST 26.08.  THE MARK IS 20.7 FT (6.3 M) NORTH OF A FENCE
 NM1348'CORNER, 3.0 FT (0.9 M) SOUTH OF NEAR FACE POWER POLE, 1.4 FT (0.4 M)
 NM1348'NORTH OF THE BOTTOM OF A STEEL WITNESS POST AND 1.0 FT (0.3 M) WEST OF
 NM1348'THE BOTTOM OF AN ORANGE FIBERGLASS WITNESS POST.
 NM1348
 NM1348                          STATION RECOVERY (2022)
 NM1348
 NM1348'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (MH)
 NM1348'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 45 AND U.S. HIGHWAY 275 IN
 NM1348'TILDEN, NE., GO SOUTH ON NE. HIGHWAY 45 FOR APPROXIMATELY 1.15 MI
 NM1348'(1.85 KM) TO THE INTERSECTION OF NE. HIGHWAY 45 AND 842ND ROAD.  THE
 NM1348'BENCH MARK IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION AT
 NM1348'MILE POST 26.08.  THE MARK IS 20.7 FT (6.3 M) NORTH OF A FENCE CORNER,
 NM1348'3.0 FT (0.9 M) SOUTH OF NEAR FACE POWER POLE, 1.4 FT (0.4 M) NORTH OF
 NM1348'THE BOTTOM OF A STEEL WITNESS POST AND 1.0 FT (0.3 M) WEST OF THE
 NM1348'BOTTOM OF AN ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0028 ***********************************************************************
 MM0028  DESIGNATION -  Z 313
 MM0028  PID         -  MM0028
 MM0028  STATE/COUNTY-  NE/BLAINE
 MM0028  COUNTRY     -  US
 MM0028  USGS QUAD   -  DUNNING (2017)
 MM0028
 MM0028                         *CURRENT SURVEY CONTROL
 MM0028  ______________________________________________________________________
 MM0028* NAD 83(1986) POSITION- 41 48 43.     (N) 100 01 58.     (W)   SCALED
 MM0028* NAVD 88 ORTHO HEIGHT -   791.344 (meters)     2596.27  (feet) ADJUSTED
 MM0028  ______________________________________________________________________
 MM0028  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 MM0028  DYNAMIC HEIGHT  -        790.937 (meters)     2594.93  (feet) COMP
 MM0028  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 MM0028
 MM0028  VERT ORDER      -  SECOND    CLASS 0
 MM0028
 MM0028.The horizontal coordinates were scaled from a map and have
 MM0028.an estimated accuracy of +/- 6 seconds.
 MM0028
 MM0028.The orthometric height was determined by differential leveling and
 MM0028.adjusted by the NATIONAL GEODETIC SURVEY
 MM0028.in June 1991.
 MM0028
 MM0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0028.GEOID18 height accuracy estimate available here.
 MM0028
 MM0028.Click photographs - Photos may exist for this station.
 MM0028
 MM0028.The dynamic height is computed by dividing the NAVD 88
 MM0028.geopotential number by the normal gravity value computed on the
 MM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0028.degrees latitude (g = 980.6199 gals.).
 MM0028
 MM0028.The modeled gravity was interpolated from observed gravity values.
 MM0028
 MM0028;                    North         East    Units  Estimated Accuracy
 MM0028;SPC NE       -   219,680.      497,280.      MT  (+/- 180 meters Scaled)
 MM0028
 MM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM142294(NAD 83)
 MM0028
 MM0028                          SUPERSEDED SURVEY CONTROL
 MM0028
 MM0028  NGVD 29 (??/??/92)  791.052  (m)         2595.31   (f) ADJ UNCH    2 0
 MM0028
 MM0028.Superseded values are not recommended for survey control.
 MM0028
 MM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0028.See file dsdata.pdf to determine how the superseded data were derived.
 MM0028
 MM0028_MARKER: DB = BENCH MARK DISK
 MM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0028_STAMPING: Z 313 1950
 MM0028_MARK LOGO: CGS
 MM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0028+STABILITY: SURFACE MOTION
 MM0028
 MM0028  HISTORY     - Date     Condition        Report By
 MM0028  HISTORY     - 1950     MONUMENTED       CGS
 MM0028
 MM0028                          STATION DESCRIPTION
 MM0028
 MM0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0028'4.4 MI E FROM DUNNING.
 MM0028'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0028'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 MM0028'ALONG A WINDING SAND ROAD, AT A T ROAD JUNCTION, 74 FEET
 MM0028'NORTHEAST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTH OF THE
 MM0028'CENTER OF A GATE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.2
 MM0028'FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 MM0028'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MM0028'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0949 ***********************************************************************
 ML0949  DESIGNATION -  Z 314
 ML0949  PID         -  ML0949
 ML0949  STATE/COUNTY-  NE/BLAINE
 ML0949  COUNTRY     -  US
 ML0949  USGS QUAD   -  ALMERIA NW (2017)
 ML0949
 ML0949                         *CURRENT SURVEY CONTROL
 ML0949  ______________________________________________________________________
 ML0949* NAD 83(1986) POSITION- 41 53 33.43   (N) 099 42 16.25   (W)   HD_HELD1
 ML0949* NAVD 88 ORTHO HEIGHT -   757.048 (meters)     2483.75  (feet) ADJUSTED
 ML0949  ______________________________________________________________________
 ML0949  GEOID HEIGHT    -        -22.600 (meters)                     GEOID18
 ML0949  DYNAMIC HEIGHT  -        756.684 (meters)     2482.55  (feet) COMP
 ML0949  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 ML0949
 ML0949  VERT ORDER      -  SECOND    CLASS 0
 ML0949
 ML0949.The horizontal coordinates were determined by differentially corrected
 ML0949.hand held GPS observations or other comparable positioning techniques
 ML0949.and have an estimated accuracy of +/- 3 meters.
 ML0949
 ML0949.The orthometric height was determined by differential leveling and
 ML0949.adjusted by the NATIONAL GEODETIC SURVEY
 ML0949.in June 1991.
 ML0949
 ML0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0949.GEOID18 height accuracy estimate available here.
 ML0949
 ML0949.Click photographs - Photos may exist for this station.
 ML0949
 ML0949.The dynamic height is computed by dividing the NAVD 88
 ML0949.geopotential number by the normal gravity value computed on the
 ML0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0949.degrees latitude (g = 980.6199 gals.).
 ML0949
 ML0949.The modeled gravity was interpolated from observed gravity values.
 ML0949
 ML0949;                    North         East    Units  Estimated Accuracy
 ML0949;SPC NE       -   228,676.6     524,514.5     MT  (+/- 3 meters HH1 GPS) 
 ML0949
 ML0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4155538093(NAD 83)
 ML0949
 ML0949                          SUPERSEDED SURVEY CONTROL
 ML0949
 ML0949  NGVD 29 (??/??/92)  756.772  (m)         2482.84   (f) ADJ UNCH    2 0
 ML0949
 ML0949.Superseded values are not recommended for survey control.
 ML0949
 ML0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0949.See file dsdata.pdf to determine how the superseded data were derived.
 ML0949
 ML0949_MARKER: DB = BENCH MARK DISK
 ML0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0949_STAMPING: Z 314 1950
 ML0949_MARK LOGO: CGS
 ML0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0949+STABILITY: SURFACE MOTION
 ML0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0949+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2021
 ML0949
 ML0949  HISTORY     - Date     Condition        Report By
 ML0949  HISTORY     - 1950     MONUMENTED       CGS
 ML0949  HISTORY     - 20121204 GOOD             INDIV
 ML0949  HISTORY     - 20210930 GOOD             NEGS
 ML0949
 ML0949                          STATION DESCRIPTION
 ML0949
 ML0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0949'11.3 MI SE FROM BREWSTER.
 ML0949'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT BREWSTER,
 ML0949'THENCE 2.6 MILES SOUTH ALONG A WINDING SAND ROAD, 300 FEET
 ML0949'SOUTHEAST OF A GATE, ON TOP OF A KNOLL, ON THE OUTSIDE OF A CURVE
 ML0949'IN THE ROAD, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2
 ML0949'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0949'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0949
 ML0949                          STATION RECOVERY (2012)
 ML0949
 ML0949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LLB)
 ML0949'FOUND MARK IN GOOD CONDITION, PROJECTS 1.2 FT. ABOVE GROUND, 1.20 FT
 ML0949'WEST TO WITNESS SIGN POST, 62 FT. EAST TO CENTERLINE PLEASANT VALLEY
 ML0949'RD.
 ML0949
 ML0949                          STATION RECOVERY (2021)
 ML0949
 ML0949'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (MH)
 ML0949'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 7 AND NE. HIGHWAY 91, AT
 ML0949'BREWSTER, NE., GO EASTERLY ON NE. HIGHWAY 91 FOR APPROXIMATELY 8.5 MI
 ML0949'(13.7 KM) TO THE INTERSECTION OF NE. HIGHWAY 91 AND PLEASANT VALLEY
 ML0949'ROAD.  TURN RIGHT AND GO SOUTH ON PLEASANT VALLEY ROAD FOR
 ML0949'APPROXIMATELY 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT (WEST).
 ML0949'
 ML0949'THE MARK IS 1.3" EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0831 ***********************************************************************
 ML0831  DESIGNATION -  Z 315
 ML0831  PID         -  ML0831
 ML0831  STATE/COUNTY-  NE/CUSTER
 ML0831  COUNTRY     -  US
 ML0831  USGS QUAD   -  EDDYVILLE SW (2017)
 ML0831
 ML0831                         *CURRENT SURVEY CONTROL
 ML0831  ______________________________________________________________________
 ML0831* NAD 83(1986) POSITION- 41 02 46.     (N) 099 40 06.     (W)   SCALED
 ML0831* NAVD 88 ORTHO HEIGHT -   755.466 (meters)     2478.56  (feet) ADJUSTED
 ML0831  ______________________________________________________________________
 ML0831  GEOID HEIGHT    -        -23.430 (meters)                     GEOID18
 ML0831  DYNAMIC HEIGHT  -        755.034 (meters)     2477.14  (feet) COMP
 ML0831  MODELED GRAVITY -    980,026.6   (mgal)                       NAVD 88
 ML0831
 ML0831  VERT ORDER      -  SECOND    CLASS 0
 ML0831
 ML0831.The horizontal coordinates were scaled from a map and have
 ML0831.an estimated accuracy of +/- 6 seconds.
 ML0831
 ML0831.The orthometric height was determined by differential leveling and
 ML0831.adjusted by the NATIONAL GEODETIC SURVEY
 ML0831.in June 1991.
 ML0831
 ML0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0831.GEOID18 height accuracy estimate available here.
 ML0831
 ML0831.Click photographs - Photos may exist for this station.
 ML0831
 ML0831.The dynamic height is computed by dividing the NAVD 88
 ML0831.geopotential number by the normal gravity value computed on the
 ML0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0831.degrees latitude (g = 980.6199 gals.).
 ML0831
 ML0831.The modeled gravity was interpolated from observed gravity values.
 ML0831
 ML0831;                    North         East    Units  Estimated Accuracy
 ML0831;SPC NE       -   134,700.      527,880.      MT  (+/- 180 meters Scaled)
 ML0831
 ML0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML438440(NAD 83)
 ML0831
 ML0831                          SUPERSEDED SURVEY CONTROL
 ML0831
 ML0831  NGVD 29 (??/??/92)  755.183  (m)         2477.63   (f) ADJ UNCH    2 0
 ML0831
 ML0831.Superseded values are not recommended for survey control.
 ML0831
 ML0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0831.See file dsdata.pdf to determine how the superseded data were derived.
 ML0831
 ML0831_MARKER: DB = BENCH MARK DISK
 ML0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0831_STAMPING: Z 315 1950
 ML0831_MARK LOGO: CGS
 ML0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0831+STABILITY: SURFACE MOTION
 ML0831
 ML0831  HISTORY     - Date     Condition        Report By
 ML0831  HISTORY     - 1950     MONUMENTED       CGS
 ML0831
 ML0831                          STATION DESCRIPTION
 ML0831
 ML0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0831'8.1 MI SE FROM OCONTO.
 ML0831'8.1 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION
 ML0831'PACIFIC RAILROAD STATION AT OCONTO, AT THE CUSTER-DAWSON COUNTY
 ML0831'LINE, AT A RAILROAD CROSSING, 120 FEET NORTHEAST OF THE CENTER
 ML0831'LINE OF THE HIGHWAY, 63 FEET NORTHWEST OF A POWER POLE, 35
 ML0831'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, 16 FEET
 ML0831'NORTHWEST OF THE COUNTY LINE SIGN POST, 1.7 FEET SOUTHEAST OF A
 ML0831'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0831'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.6 MILE
 ML0831'NORTHWEST OF BENCH MARK Y 315.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0049 ***********************************************************************
 MM0049  DESIGNATION -  Z 316
 MM0049  PID         -  MM0049
 MM0049  STATE/COUNTY-  NE/CUSTER
 MM0049  COUNTRY     -  US
 MM0049  USGS QUAD   -  ARNOLD (2017)
 MM0049
 MM0049                         *CURRENT SURVEY CONTROL
 MM0049  ______________________________________________________________________
 MM0049* NAD 83(1986) POSITION- 41 25 21.     (N) 100 10 27.     (W)   SCALED
 MM0049* NAVD 88 ORTHO HEIGHT -   823.861 (meters)     2702.95  (feet) ADJUSTED
 MM0049  ______________________________________________________________________
 MM0049  GEOID HEIGHT    -        -22.030 (meters)                     GEOID18
 MM0049  DYNAMIC HEIGHT  -        823.425 (meters)     2701.52  (feet) COMP
 MM0049  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 MM0049
 MM0049  VERT ORDER      -  SECOND    CLASS 0
 MM0049
 MM0049.The horizontal coordinates were scaled from a map and have
 MM0049.an estimated accuracy of +/- 6 seconds.
 MM0049
 MM0049.The orthometric height was determined by differential leveling and
 MM0049.adjusted by the NATIONAL GEODETIC SURVEY
 MM0049.in June 1991.
 MM0049
 MM0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0049.GEOID18 height accuracy estimate available here.
 MM0049
 MM0049.Click photographs - Photos may exist for this station.
 MM0049
 MM0049.The dynamic height is computed by dividing the NAVD 88
 MM0049.geopotential number by the normal gravity value computed on the
 MM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0049.degrees latitude (g = 980.6199 gals.).
 MM0049
 MM0049.The modeled gravity was interpolated from observed gravity values.
 MM0049
 MM0049;                    North         East    Units  Estimated Accuracy
 MM0049;SPC NE       -   176,450.      485,450.      MT  (+/- 180 meters Scaled)
 MM0049
 MM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018863(NAD 83)
 MM0049
 MM0049                          SUPERSEDED SURVEY CONTROL
 MM0049
 MM0049  NGVD 29 (??/??/92)  823.615  (m)         2702.14   (f) ADJ UNCH    2 0
 MM0049
 MM0049.Superseded values are not recommended for survey control.
 MM0049
 MM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0049.See file dsdata.pdf to determine how the superseded data were derived.
 MM0049
 MM0049_MARKER: DB = BENCH MARK DISK
 MM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0049_STAMPING: Z 316 1950
 MM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0049+STABILITY: SURFACE MOTION
 MM0049
 MM0049  HISTORY     - Date     Condition        Report By
 MM0049  HISTORY     - 1950     MONUMENTED       CGS
 MM0049  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0049
 MM0049                          STATION DESCRIPTION
 MM0049
 MM0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0049'0.9 MI E FROM ARNOLD.
 MM0049'0.9 MILE EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0049'UNION PACIFIC RAILROAD STATION AT ARNOLD, AT A JUNCTION WITH A
 MM0049'GRADED DIRT ROAD LEADING NORTH, 200 FEET SOUTHWEST OF THE SOUTH
 MM0049'END OF A GROVE OF TREES WHICH ARE ALONG THE EAST SIDE OF THE DIRT
 MM0049'ROAD, 72 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 MM0049'SOUTH OF A RIGHT OF WAY FENCE, 13 FEET WEST OF THE CENTER LINE OF
 MM0049'A FARM LEADING SOUTH, 2.0 FEET EAST OF A FENCE, 1.4 FEET NORTH
 MM0049'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MM0049'0.7 FOOT ABOVE THE GROUND.
 MM0049
 MM0049                          STATION RECOVERY (1972)
 MM0049
 MM0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0579 ***********************************************************************
 LH0579  DESIGNATION -  Z 316
 LH0579  PID         -  LH0579
 LH0579  STATE/COUNTY-  NE/BUFFALO
 LH0579  COUNTRY     -  US
 LH0579  USGS QUAD   -  PLEASANTON SE (2017)
 LH0579
 LH0579                         *CURRENT SURVEY CONTROL
 LH0579  ______________________________________________________________________
 LH0579* NAD 83(1986) POSITION- 40 49 37.06   (N) 099 05 04.65   (W)   HD_HELD1
 LH0579* NAVD 88 ORTHO HEIGHT -   679.475 (meters)     2229.24  (feet) ADJUSTED
 LH0579  ______________________________________________________________________
 LH0579  GEOID HEIGHT    -        -24.170 (meters)                     GEOID18
 LH0579  DYNAMIC HEIGHT  -        679.101 (meters)     2228.02  (feet) COMP
 LH0579  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 LH0579
 LH0579  VERT ORDER      -  SECOND    CLASS 0
 LH0579
 LH0579.The horizontal coordinates were determined by differentially corrected
 LH0579.hand held GPS observations or other comparable positioning techniques
 LH0579.and have an estimated accuracy of +/- 3 meters.
 LH0579
 LH0579.The orthometric height was determined by differential leveling and
 LH0579.adjusted by the NATIONAL GEODETIC SURVEY
 LH0579.in June 1991.
 LH0579
 LH0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0579.GEOID18 height accuracy estimate available here.
 LH0579
 LH0579.Click photographs - Photos may exist for this station.
 LH0579
 LH0579.The dynamic height is computed by dividing the NAVD 88
 LH0579.geopotential number by the normal gravity value computed on the
 LH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0579.degrees latitude (g = 980.6199 gals.).
 LH0579
 LH0579.The modeled gravity was interpolated from observed gravity values.
 LH0579
 LH0579;                    North         East    Units  Estimated Accuracy
 LH0579;SPC NE       -   110,728.7     577,193.9     MT  (+/- 3 meters HH1 GPS) 
 LH0579
 LH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9286419551(NAD 83)
 LH0579
 LH0579                          SUPERSEDED SURVEY CONTROL
 LH0579
 LH0579  NGVD 29 (??/??/92)  679.234  (m)         2228.45   (f) ADJ UNCH    2 0
 LH0579
 LH0579.Superseded values are not recommended for survey control.
 LH0579
 LH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0579.See file dsdata.pdf to determine how the superseded data were derived.
 LH0579
 LH0579_MARKER: DB = BENCH MARK DISK
 LH0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0579_STAMPING: Z 316 1950
 LH0579_MARK LOGO: CGS
 LH0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0579+STABILITY: SURFACE MOTION
 LH0579
 LH0579  HISTORY     - Date     Condition        Report By
 LH0579  HISTORY     - 1950     MONUMENTED       CGS
 LH0579  HISTORY     - 1978     GOOD             LOCENG
 LH0579
 LH0579                          STATION DESCRIPTION
 LH0579
 LH0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0579'7.7 MI N FROM KEARNEY.
 LH0579'7.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0579'KEARNEY, BUFFALO COUNTY, AT THE ANNA LESKEY ESTATE, 91 FEET WEST
 LH0579'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER
 LH0579'LINE OF A PRIVATE DRIVE, 23.9 FEET SOUTHEAST OF THE SOUTHEAST
 LH0579'CORNER OF A WHITE FARMHOUSE, AND 1.5 FEET SOUTH OF THE YARD
 LH0579'FENCE.  A STANDARD DISK, STAMPED Z 316 1950 AND SET IN THE TOP OF
 LH0579'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 LH0579
 LH0579                          STATION RECOVERY (1978)
 LH0579
 LH0579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LH0579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0663 ***********************************************************************
 LH0663  DESIGNATION -  Z 317
 LH0663  PID         -  LH0663
 LH0663  STATE/COUNTY-  NE/BUFFALO
 LH0663  COUNTRY     -  US
 LH0663  USGS QUAD   -  MILLER NE (2017)
 LH0663
 LH0663                         *CURRENT SURVEY CONTROL
 LH0663  ______________________________________________________________________
 LH0663* NAD 83(1986) POSITION- 40 54 07.59   (N) 099 16 44.38   (W)   HD_HELD1
 LH0663* NAVD 88 ORTHO HEIGHT -   731.783 (meters)     2400.86  (feet) ADJUSTED
 LH0663  ______________________________________________________________________
 LH0663  GEOID HEIGHT    -        -24.014 (meters)                     GEOID18
 LH0663  DYNAMIC HEIGHT  -        731.369 (meters)     2399.50  (feet) COMP
 LH0663  MODELED GRAVITY -    980,035.3   (mgal)                       NAVD 88
 LH0663
 LH0663  VERT ORDER      -  SECOND    CLASS 0
 LH0663
 LH0663.The horizontal coordinates were determined by differentially corrected
 LH0663.hand held GPS observations or other comparable positioning techniques
 LH0663.and have an estimated accuracy of +/- 3 meters.
 LH0663
 LH0663.The orthometric height was determined by differential leveling and
 LH0663.adjusted by the NATIONAL GEODETIC SURVEY
 LH0663.in June 1991.
 LH0663
 LH0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0663.GEOID18 height accuracy estimate available here.
 LH0663
 LH0663.Click photographs - Photos may exist for this station.
 LH0663
 LH0663.The dynamic height is computed by dividing the NAVD 88
 LH0663.geopotential number by the normal gravity value computed on the
 LH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0663.degrees latitude (g = 980.6199 gals.).
 LH0663
 LH0663.The modeled gravity was interpolated from observed gravity values.
 LH0663
 LH0663;                    North         East    Units  Estimated Accuracy
 LH0663;SPC NE       -   118,916.2     560,733.5     MT  (+/- 3 meters HH1 GPS) 
 LH0663
 LH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7650127927(NAD 83)
 LH0663
 LH0663                          SUPERSEDED SURVEY CONTROL
 LH0663
 LH0663  NGVD 29 (??/??/92)  731.526  (m)         2400.01   (f) ADJ UNCH    2 0
 LH0663
 LH0663.Superseded values are not recommended for survey control.
 LH0663
 LH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0663.See file dsdata.pdf to determine how the superseded data were derived.
 LH0663
 LH0663_MARKER: DB = BENCH MARK DISK
 LH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0663_STAMPING: Z 317 1950
 LH0663_MARK LOGO: CGS
 LH0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0663+STABILITY: SURFACE MOTION
 LH0663
 LH0663  HISTORY     - Date     Condition        Report By
 LH0663  HISTORY     - 1950     MONUMENTED       CGS
 LH0663
 LH0663                          STATION DESCRIPTION
 LH0663
 LH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0663'5 MI NW FROM AMHERST.
 LH0663'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0663'RAILROAD STATION AT AMHERST, THENCE 4.4 MILES NORTH ALONG A
 LH0663'GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG A GRADED DIRT ROAD,
 LH0663'AT THE NORTHEAST END OF A DRAW, 61 FEET SOUTH OF THE CENTER
 LH0663'LINE OF THE DIRT ROAD, 31 FEET SOUTH OF A FENCE, 2 FEET EAST OF
 LH0663'A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 LH0663'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS
 LH0663'MARK IS 1.15 MILES WEST OF BENCH MARK C 294.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0909 ***********************************************************************
 ML0909  DESIGNATION -  Z 318
 ML0909  PID         -  ML0909
 ML0909  STATE/COUNTY-  NE/CUSTER
 ML0909  COUNTRY     -  US
 ML0909  USGS QUAD   -  MILBURN (2017)
 ML0909
 ML0909                         *CURRENT SURVEY CONTROL
 ML0909  ______________________________________________________________________
 ML0909* NAD 83(1986) POSITION- 41 41 53.     (N) 099 40 23.     (W)   SCALED
 ML0909* NAVD 88 ORTHO HEIGHT -   763.443 (meters)     2504.73  (feet) ADJUSTED
 ML0909  ______________________________________________________________________
 ML0909  GEOID HEIGHT    -        -22.690 (meters)                     GEOID18
 ML0909  DYNAMIC HEIGHT  -        763.052 (meters)     2503.45  (feet) COMP
 ML0909  MODELED GRAVITY -    980,085.0   (mgal)                       NAVD 88
 ML0909
 ML0909  VERT ORDER      -  SECOND    CLASS 0
 ML0909
 ML0909.The horizontal coordinates were scaled from a map and have
 ML0909.an estimated accuracy of +/- 6 seconds.
 ML0909
 ML0909.The orthometric height was determined by differential leveling and
 ML0909.adjusted by the NATIONAL GEODETIC SURVEY
 ML0909.in June 1991.
 ML0909
 ML0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0909.GEOID18 height accuracy estimate available here.
 ML0909
 ML0909.Click photographs - Photos may exist for this station.
 ML0909
 ML0909.The dynamic height is computed by dividing the NAVD 88
 ML0909.geopotential number by the normal gravity value computed on the
 ML0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0909.degrees latitude (g = 980.6199 gals.).
 ML0909
 ML0909.The modeled gravity was interpolated from observed gravity values.
 ML0909
 ML0909;                    North         East    Units  Estimated Accuracy
 ML0909;SPC NE       -   207,080.      527,210.      MT  (+/- 180 meters Scaled)
 ML0909
 ML0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM439164(NAD 83)
 ML0909
 ML0909                          SUPERSEDED SURVEY CONTROL
 ML0909
 ML0909  NGVD 29 (??/??/92)  763.160  (m)         2503.80   (f) ADJ UNCH    2 0
 ML0909
 ML0909.Superseded values are not recommended for survey control.
 ML0909
 ML0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0909.See file dsdata.pdf to determine how the superseded data were derived.
 ML0909
 ML0909_MARKER: DB = BENCH MARK DISK
 ML0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0909_STAMPING: Z 319 1950
 ML0909_MARK LOGO: CGS
 ML0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0909+STABILITY: SURFACE MOTION
 ML0909
 ML0909  HISTORY     - Date     Condition        Report By
 ML0909  HISTORY     - 1950     MONUMENTED       CGS
 ML0909  HISTORY     - 1984     GOOD             LOCSUR
 ML0909
 ML0909                          STATION DESCRIPTION
 ML0909
 ML0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0909'4.4 MI SE FROM MILBURN.
 ML0909'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0909'THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST
 ML0909'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 ML0909'0.5 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 ML0909'ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, AT A ROAD INTERSECTION,
 ML0909'44 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 29
 ML0909'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 16
 ML0909'FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 1 FOOT EAST
 ML0909'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE WHICH PROJECTS 0.4
 ML0909'FOOT ABOVE THE GROUND.
 ML0909
 ML0909                          STATION RECOVERY (1984)
 ML0909
 ML0909'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0909'PLACED WITNESS POST 1' FOOT WEST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0969 ***********************************************************************
 ML0969  DESIGNATION -  Z 319
 ML0969  PID         -  ML0969
 ML0969  STATE/COUNTY-  NE/CUSTER
 ML0969  COUNTRY     -  US
 ML0969  USGS QUAD   -  ANSELMO NE (2017)
 ML0969
 ML0969                         *CURRENT SURVEY CONTROL
 ML0969  ______________________________________________________________________
 ML0969* NAD 83(1986) POSITION- 41 39 54.     (N) 099 49 00.     (W)   SCALED
 ML0969* NAVD 88 ORTHO HEIGHT -   819.468 (meters)     2688.54  (feet) ADJUSTED
 ML0969  ______________________________________________________________________
 ML0969  GEOID HEIGHT    -        -22.414 (meters)                     GEOID18
 ML0969  DYNAMIC HEIGHT  -        819.047 (meters)     2687.16  (feet) COMP
 ML0969  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 ML0969
 ML0969  VERT ORDER      -  SECOND    CLASS 0
 ML0969
 ML0969.The horizontal coordinates were scaled from a map and have
 ML0969.an estimated accuracy of +/- 6 seconds.
 ML0969
 ML0969.The orthometric height was determined by differential leveling and
 ML0969.adjusted by the NATIONAL GEODETIC SURVEY
 ML0969.in June 1991.
 ML0969
 ML0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0969.GEOID18 height accuracy estimate available here.
 ML0969
 ML0969.Click photographs - Photos may exist for this station.
 ML0969
 ML0969.The dynamic height is computed by dividing the NAVD 88
 ML0969.geopotential number by the normal gravity value computed on the
 ML0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0969.degrees latitude (g = 980.6199 gals.).
 ML0969
 ML0969.The modeled gravity was interpolated from observed gravity values.
 ML0969
 ML0969;                    North         East    Units  Estimated Accuracy
 ML0969;SPC NE       -   203,380.      515,260.      MT  (+/- 180 meters Scaled)
 ML0969
 ML0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM320129(NAD 83)
 ML0969
 ML0969                          SUPERSEDED SURVEY CONTROL
 ML0969
 ML0969  NGVD 29 (??/??/92)  819.183  (m)         2687.60   (f) ADJ UNCH    2 0
 ML0969
 ML0969.Superseded values are not recommended for survey control.
 ML0969
 ML0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0969.See file dsdata.pdf to determine how the superseded data were derived.
 ML0969
 ML0969_MARKER: DB = BENCH MARK DISK
 ML0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0969_STAMPING: Z 319 1950
 ML0969_MARK LOGO: CGS
 ML0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0969+STABILITY: SURFACE MOTION
 ML0969
 ML0969  HISTORY     - Date     Condition        Report By
 ML0969  HISTORY     - 1950     MONUMENTED       CGS
 ML0969
 ML0969                          STATION DESCRIPTION
 ML0969
 ML0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0969'5.8 MI NE FROM ANSELMO.
 ML0969'2.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 ML0969'AND QUINCY RAILROAD STATION AT ANSELMO, THENCE 2.45 MILES EAST
 ML0969'ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED
 ML0969'DIRT ROAD, AT A JUNCTION WITH A GRADED DIRT ROAD LEADING EAST,
 ML0969'170 FEET SOUTH OF A T FENCE CORNER, 168 FEET SOUTH OF THE EXTENDED
 ML0969'CENTER LINE OF A DIRT ROAD LEADING EAST, 88 FEET SOUTH OF A
 ML0969'COTTONWOOD TREE, 28 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0969'SOUTH ROAD, 20 FEET NORTH OF A BOX ELDER TREE, 1.6 FEET EAST OF
 ML0969'A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0969'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0845 ***********************************************************************
 ML0845  DESIGNATION -  Z 320
 ML0845  PID         -  ML0845
 ML0845  STATE/COUNTY-  NE/DAWSON
 ML0845  COUNTRY     -  US
 ML0845  USGS QUAD   -  OCONTO SE (2017)
 ML0845
 ML0845                         *CURRENT SURVEY CONTROL
 ML0845  ______________________________________________________________________
 ML0845* NAD 83(1986) POSITION- 41 00 37.     (N) 099 48 22.     (W)   SCALED
 ML0845* NAVD 88 ORTHO HEIGHT -   801.523 (meters)     2629.66  (feet) ADJUSTED
 ML0845  ______________________________________________________________________
 ML0845  GEOID HEIGHT    -        -23.361 (meters)                     GEOID18
 ML0845  DYNAMIC HEIGHT  -        801.052 (meters)     2628.12  (feet) COMP
 ML0845  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 ML0845
 ML0845  VERT ORDER      -  SECOND    CLASS 0
 ML0845
 ML0845.The horizontal coordinates were scaled from a map and have
 ML0845.an estimated accuracy of +/- 6 seconds.
 ML0845
 ML0845.The orthometric height was determined by differential leveling and
 ML0845.adjusted by the NATIONAL GEODETIC SURVEY
 ML0845.in June 1991.
 ML0845
 ML0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0845.GEOID18 height accuracy estimate available here.
 ML0845
 ML0845.Click photographs - Photos may exist for this station.
 ML0845
 ML0845.The dynamic height is computed by dividing the NAVD 88
 ML0845.geopotential number by the normal gravity value computed on the
 ML0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0845.degrees latitude (g = 980.6199 gals.).
 ML0845
 ML0845.The modeled gravity was interpolated from observed gravity values.
 ML0845
 ML0845;                    North         East    Units  Estimated Accuracy
 ML0845;SPC NE       -   130,690.      516,310.      MT  (+/- 180 meters Scaled)
 ML0845
 ML0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML322402(NAD 83)
 ML0845
 ML0845                          SUPERSEDED SURVEY CONTROL
 ML0845
 ML0845  NGVD 29 (??/??/92)  801.214  (m)         2628.65   (f) ADJ UNCH    2 0
 ML0845
 ML0845.Superseded values are not recommended for survey control.
 ML0845
 ML0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0845.See file dsdata.pdf to determine how the superseded data were derived.
 ML0845
 ML0845_MARKER: DB = BENCH MARK DISK
 ML0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0845_STAMPING: Z 320 1950
 ML0845_MARK LOGO: CGS
 ML0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0845+STABILITY: SURFACE MOTION
 ML0845
 ML0845  HISTORY     - Date     Condition        Report By
 ML0845  HISTORY     - 1950     MONUMENTED       CGS
 ML0845
 ML0845                          STATION DESCRIPTION
 ML0845
 ML0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0845'3.4 MI NE FROM BUFFALO.
 ML0845'2.0 MILES NORTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 ML0845'OFFICE AT BUFFALO, THENCE 1.4 MILES EAST ALONG A WINDING DIRT
 ML0845'ROAD, 600 FEET SOUTHWEST OF THE HUGO NEBEN FARMHOUSE, AT THE
 ML0845'SOUTH END OF A GROVE OF TREES, 73 FEET NORTH OF THE CENTER
 ML0845'LINE OF THE ROAD, 49 FEET EAST OF A NORTH AND SOUTH FENCE, 26
 ML0845'FEET EAST OF A ROW OF SMALL CEDAR TREES, 1.4 FEET EAST OF A
 ML0845'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0845'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0793 ***********************************************************************
 ML0793  DESIGNATION -  Z 321
 ML0793  PID         -  ML0793
 ML0793  STATE/COUNTY-  NE/CUSTER
 ML0793  COUNTRY     -  US
 ML0793  USGS QUAD   -  CALLAWAY (2017)
 ML0793
 ML0793                         *CURRENT SURVEY CONTROL
 ML0793  ______________________________________________________________________
 ML0793* NAD 83(1986) POSITION- 41 15 39.     (N) 099 54 00.     (W)   SCALED
 ML0793* NAVD 88 ORTHO HEIGHT -   787.864 (meters)     2584.85  (feet) ADJUSTED
 ML0793  ______________________________________________________________________
 ML0793  GEOID HEIGHT    -        -22.624 (meters)                     GEOID18
 ML0793  DYNAMIC HEIGHT  -        787.437 (meters)     2583.45  (feet) COMP
 ML0793  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 ML0793
 ML0793  VERT ORDER      -  SECOND    CLASS 0
 ML0793
 ML0793.The horizontal coordinates were scaled from a map and have
 ML0793.an estimated accuracy of +/- 6 seconds.
 ML0793
 ML0793.The orthometric height was determined by differential leveling and
 ML0793.adjusted by the NATIONAL GEODETIC SURVEY
 ML0793.in June 1991.
 ML0793
 ML0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0793.GEOID18 height accuracy estimate available here.
 ML0793
 ML0793.Click photographs - Photos may exist for this station.
 ML0793
 ML0793.The dynamic height is computed by dividing the NAVD 88
 ML0793.geopotential number by the normal gravity value computed on the
 ML0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0793.degrees latitude (g = 980.6199 gals.).
 ML0793
 ML0793.The modeled gravity was interpolated from observed gravity values.
 ML0793
 ML0793;                    North         East    Units  Estimated Accuracy
 ML0793;SPC NE       -   158,490.      508,380.      MT  (+/- 180 meters Scaled)
 ML0793
 ML0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML246681(NAD 83)
 ML0793
 ML0793                          SUPERSEDED SURVEY CONTROL
 ML0793
 ML0793  NGVD 29 (??/??/92)  787.608  (m)         2584.01   (f) ADJ UNCH    2 0
 ML0793
 ML0793.Superseded values are not recommended for survey control.
 ML0793
 ML0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0793.See file dsdata.pdf to determine how the superseded data were derived.
 ML0793
 ML0793_MARKER: DB = BENCH MARK DISK
 ML0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0793_STAMPING: Z 321 1950
 ML0793_MARK LOGO: CGS
 ML0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0793+STABILITY: SURFACE MOTION
 ML0793
 ML0793  HISTORY     - Date     Condition        Report By
 ML0793  HISTORY     - 1950     MONUMENTED       CGS
 ML0793
 ML0793                          STATION DESCRIPTION
 ML0793
 ML0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0793'2.6 MI SE FROM CALLAWAY.
 ML0793'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0793'RAILROAD STATION AT CALLAWAY, 176 FEET NORTHEAST OF THE CENTER
 ML0793'LINE OF THE HIGHWAY, 96 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ML0793'THE UNION PACIFIC RAILROAD, 70 FEET SOUTH OF THE SOUTH LEG OF
 ML0793'A WINDMILL TOWER, 45 FEET SOUTHEAST OF THE CENTER OF A GATE,
 ML0793'1.3 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS
 ML0793'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 ML0793'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0686 ***********************************************************************
 ML0686  CBN         -  This is a Cooperative Base Network Control Station.
 ML0686  DESIGNATION -  Z 322
 ML0686  PID         -  ML0686
 ML0686  STATE/COUNTY-  NE/VALLEY
 ML0686  COUNTRY     -  US
 ML0686  USGS QUAD   -  ARCADIA WEST (2017)
 ML0686
 ML0686                         *CURRENT SURVEY CONTROL
 ML0686  ______________________________________________________________________
 ML0686* NAD 83(2011) POSITION- 41 25 16.01419(N) 099 08 40.70872(W)   ADJUSTED
 ML0686* NAD 83(2011) ELLIP HT-   635.621 (meters)        (06/27/12)   ADJUSTED
 ML0686* NAD 83(2011) EPOCH   -  2010.00
 ML0686* NAVD 88 ORTHO HEIGHT -   659.203 (meters)     2162.74  (feet) ADJUSTED
 ML0686  ______________________________________________________________________
 ML0686  GEOID HEIGHT    -        -23.578 (meters)                     GEOID18
 ML0686  NAD 83(2011) X  -   -761,302.619 (meters)                     COMP
 ML0686  NAD 83(2011) Y  - -4,729,372.713 (meters)                     COMP
 ML0686  NAD 83(2011) Z  -  4,198,027.044 (meters)                     COMP
 ML0686  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 ML0686  DYNAMIC HEIGHT  -        658.871 (meters)     2161.65  (feet) COMP
 ML0686  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 ML0686
 ML0686  VERT ORDER      -  FIRST     CLASS II
 ML0686
 ML0686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ML0686  Standards:
 ML0686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ML0686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ML0686  -------------------------------------------------------------------
 ML0686  NETWORK    0.46   1.27           0.22   0.14   0.65      0.00579085
 ML0686  -------------------------------------------------------------------
 ML0686  Click here for local accuracies and other accuracy information.
 ML0686
 ML0686.The horizontal coordinates were established by GPS observations
 ML0686.and adjusted by the National Geodetic Survey in June 2012.
 ML0686
 ML0686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ML0686.been affixed to the stable North American tectonic plate. See 
 ML0686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ML0686
 ML0686.The horizontal coordinates are valid at the epoch date displayed above
 ML0686.which is a decimal equivalence of Year/Month/Day.
 ML0686
 ML0686.The orthometric height was determined by differential leveling and
 ML0686.adjusted by the NATIONAL GEODETIC SURVEY
 ML0686.in June 1991.
 ML0686
 ML0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0686.GEOID18 height accuracy estimate available here.
 ML0686
 ML0686.Click photographs - Photos may exist for this station.
 ML0686
 ML0686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0686
 ML0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 ML0686
 ML0686.The ellipsoidal height was determined by GPS observations
 ML0686.and is referenced to NAD 83.
 ML0686
 ML0686.The dynamic height is computed by dividing the NAVD 88
 ML0686.geopotential number by the normal gravity value computed on the
 ML0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0686.degrees latitude (g = 980.6199 gals.).
 ML0686
 ML0686.The modeled gravity was interpolated from observed gravity values.
 ML0686
 ML0686. The following values were computed from the NAD 83(2011) position.
 ML0686
 ML0686;                    North         East     Units Scale Factor Converg.
 ML0686;SPC NE       -   176,637.449   571,480.272   MT  0.99965968   +0 34 00.6
 ML0686;SPC NE       -   579,518.03  1,874,931.53   sFT  0.99965968   +0 34 00.6
 ML0686;UTM  14      - 4,585,516.635   487,913.196   MT  0.99960180   -0 05 44.5
 ML0686
 ML0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0686!SPC NE       -   0.99990031  x   0.99965968  =   0.99956003
 ML0686!UTM  14      -   0.99990031  x   0.99960180  =   0.99950215
 ML0686
 ML0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8791385516(NAD 83)
 ML0686
 ML0686                          SUPERSEDED SURVEY CONTROL
 ML0686
 ML0686  NAD 83(2007)-  41 25 16.01414(N)    099 08 40.70936(W) AD(2002.00) 0
 ML0686  ELLIP H (02/10/07)  635.648  (m)                       GP(2002.00)    
 ML0686  ELLIP H (09/24/01)  635.626  (m)                       GP(       ) 4 1
 ML0686  NAD 83(1995)-  41 25 16.01392(N)    099 08 40.70901(W) AD(       ) B
 ML0686  ELLIP H (06/25/96)  635.662  (m)                       GP(       ) 1 1
 ML0686  NAVD 88             659.20   (m)         2162.7    (f) LEVELING    3  
 ML0686  NGVD 29 (??/??/92)  658.957  (m)         2161.93   (f) ADJ UNCH    1 2
 ML0686
 ML0686.Superseded values are not recommended for survey control.
 ML0686
 ML0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0686.See file dsdata.pdf to determine how the superseded data were derived.
 ML0686
 ML0686_MARKER: DB = BENCH MARK DISK
 ML0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0686_STAMPING: Z 322 1950
 ML0686_MARK LOGO: CGS
 ML0686_PROJECTION: PROJECTING 24 CENTIMETERS
 ML0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0686+STABILITY: SURFACE MOTION
 ML0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0686+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 ML0686
 ML0686  HISTORY     - Date     Condition        Report By
 ML0686  HISTORY     - 1950     MONUMENTED       CGS
 ML0686  HISTORY     - 19950605 GOOD             NGS
 ML0686  HISTORY     - 20170320 GOOD             NEGS
 ML0686  HISTORY     - 20180918 GOOD             NEGS
 ML0686  HISTORY     - 20200408 GOOD             NEGS
 ML0686
 ML0686                          STATION DESCRIPTION
 ML0686
 ML0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0686'1 MI W FROM ARCADIA.
 ML0686'1.0 MILE WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0686'ARCADIA, AT THE ARCADIA AIRPORT, 0.1 MILE EAST OF THE HANGAR,
 ML0686'AT THE NORTHEAST CORNER OF THE AIRPORT, 70 FEET SOUTH OF THE
 ML0686'CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF A FENCE CORNER, 1
 ML0686'FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 ML0686'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0686
 ML0686                          STATION RECOVERY (1995)
 ML0686
 ML0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0686'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF THE CUSTER-VALLEY
 ML0686'COUNTY LINE, 2.0 MI (3.2 KM) NORTH OF THE SHERMAN-VALLEY COUNTY LINE,
 ML0686'1.0 MI (1.6 KM) WEST OF ARCADIA, NEAR THE NORTH 1/4 CORNER, SEC27,
 ML0686'T17N, R16W AND ON PROPERTY OWNED BY MRS. AMELIA SELL AND MANAGED BY
 ML0686'HER SON, ROLEN SELL, ROUTE 1, BOX 4A, ARCADIA, NEBRASKA 68815.
 ML0686'TELEPHONE 308-789-6341.  TO REACH THE MARK FROM THE POST OFFICE IN
 ML0686'ARCADIA, GO WEST AND SOUTHWEST ON STATE HIGHWAY 70 FOR 0.45 MI (0.72
 ML0686'KM) TO A PAVED SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING THE MIDDLE
 ML0686'LOUP RIVER.  TURN RIGHT AND GO WEST FOR 0.60 MI (0.97 KM) TO THE MARK
 ML0686'ON THE LEFT, AT A FENCE LEADING SOUTH.  THE DISK IS SET INTO THE TOP
 ML0686'OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.8 FT (24.4 CM)
 ML0686'ABOVE THE GROUND SURFACE.  IT IS 68.0 FT (20.7 M) SOUTH OF THE
 ML0686'CENTERLINE OF THE ROAD, 30.7 FT (9.4 M) SOUTH OF THE POST AT THE NORTH
 ML0686'END OF THE FENCE, 16.85 FT (5.14 M) SOUTH-SOUTHWEST OF AN IRRIGATION
 ML0686'SLUICE VALVE, 1.8 FT (0.5 M) NORTH OF A WITNESS POST AND 1.5 FT (0.5
 ML0686'M) WEST OF THE FENCE.
 ML0686
 ML0686                          STATION RECOVERY (2017)
 ML0686
 ML0686'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2017 (RS)
 ML0686'RECOVERED AS DESCRIBED
 ML0686
 ML0686                          STATION RECOVERY (2018)
 ML0686
 ML0686'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 ML0686'RECOVERED IN GOOD CONDITION.
 ML0686
 ML0686                          STATION RECOVERY (2020)
 ML0686
 ML0686'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 ML0686'TO REACH FROM FONNER STREET AND NE. HIGHWAY 70 IN ARCADIA, NE., GO
 ML0686'WEST ON NE. HIGHWAY 70 APPROXIMATELY 0.4 MI (0.6 KM) TO THE JUNCTION
 ML0686'WITH COUNTY ROAD 800.  TURN RIGHT (WEST) ON 800TH ROAD AND GO
 ML0686'APPROXIMATELY 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT (SOUTH).  THE
 ML0686'MARK IS 68.0 FT (20.7 M) SOUTH OF THE CENTERLINE OF 800TH ROAD, 30.7
 ML0686'FT (9.4 M) SOUTH OF THE POST ON THE NORTH END OF A NORTH TO SOUTH
 ML0686'FENCE LINE, 16.85 FT (5.1 M) SOUTH-SOUTHWEST OF AN IRRIGATION SLUICE
 ML0686'VALVE, 1.8 FT (0.5 M) NORTH OF A WITNESS POST AND 1.5 FT (0.5 M) WEST
 ML0686'OF THE NORTH TO SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0592 ***********************************************************************
 ML0592  DESIGNATION -  Z 323
 ML0592  PID         -  ML0592
 ML0592  STATE/COUNTY-  NE/CUSTER
 ML0592  COUNTRY     -  US
 ML0592  USGS QUAD   -  COMSTOCK (2017)
 ML0592
 ML0592                         *CURRENT SURVEY CONTROL
 ML0592  ______________________________________________________________________
 ML0592* NAD 83(1986) POSITION- 41 31 08.     (N) 099 13 26.     (W)   SCALED
 ML0592* NAVD 88 ORTHO HEIGHT -   680.008 (meters)     2230.99  (feet) ADJUSTED
 ML0592  ______________________________________________________________________
 ML0592  GEOID HEIGHT    -        -23.421 (meters)                     GEOID18
 ML0592  DYNAMIC HEIGHT  -        679.666 (meters)     2229.87  (feet) COMP
 ML0592  MODELED GRAVITY -    980,097.2   (mgal)                       NAVD 88
 ML0592
 ML0592  VERT ORDER      -  FIRST     CLASS II
 ML0592
 ML0592.The horizontal coordinates were scaled from a map and have
 ML0592.an estimated accuracy of +/- 6 seconds.
 ML0592
 ML0592.The orthometric height was determined by differential leveling and
 ML0592.adjusted by the NATIONAL GEODETIC SURVEY
 ML0592.in June 1991.
 ML0592
 ML0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0592.GEOID18 height accuracy estimate available here.
 ML0592
 ML0592.Click photographs - Photos may exist for this station.
 ML0592
 ML0592.The dynamic height is computed by dividing the NAVD 88
 ML0592.geopotential number by the normal gravity value computed on the
 ML0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0592.degrees latitude (g = 980.6199 gals.).
 ML0592
 ML0592.The modeled gravity was interpolated from observed gravity values.
 ML0592
 ML0592;                    North         East    Units  Estimated Accuracy
 ML0592;SPC NE       -   187,430.      564,760.      MT  (+/- 180 meters Scaled)
 ML0592
 ML0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML813963(NAD 83)
 ML0592
 ML0592                          SUPERSEDED SURVEY CONTROL
 ML0592
 ML0592  NGVD 29 (??/??/92)  679.757  (m)         2230.17   (f) ADJ UNCH    1 2
 ML0592
 ML0592.Superseded values are not recommended for survey control.
 ML0592
 ML0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0592.See file dsdata.pdf to determine how the superseded data were derived.
 ML0592
 ML0592_MARKER: DB = BENCH MARK DISK
 ML0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0592_STAMPING: Z 323 1950
 ML0592_MARK LOGO: CGS
 ML0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0592+STABILITY: SURFACE MOTION
 ML0592
 ML0592  HISTORY     - Date     Condition        Report By
 ML0592  HISTORY     - 1950     MONUMENTED       CGS
 ML0592
 ML0592                          STATION DESCRIPTION
 ML0592
 ML0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0592'2.9 MI SE FROM COMSTOCK.
 ML0592'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0592'RAILROAD FROM THE STATION AT COMSTOCK, 0.45 MILE SOUTHEAST OF
 ML0592'A ROAD CROSSING, 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26.6
 ML0592'FEET SOUTHEAST OF THE 10TH POLE SOUTHEAST OF MILEPOST 62,
 ML0592'1.3 FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS
 ML0592'POST, SET IN TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0592'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1477 ***********************************************************************
 MK1477  DESIGNATION -  Z 324
 MK1477  PID         -  MK1477
 MK1477  STATE/COUNTY-  NE/MERRICK
 MK1477  COUNTRY     -  US
 MK1477  USGS QUAD   -  CLARKS (2017)
 MK1477
 MK1477                         *CURRENT SURVEY CONTROL
 MK1477  ______________________________________________________________________
 MK1477* NAD 83(1986) POSITION- 41 11 28.     (N) 097 50 17.     (W)   SCALED
 MK1477* NAVD 88 ORTHO HEIGHT -   496.625 (meters)     1629.34  (feet) ADJUSTED
 MK1477  ______________________________________________________________________
 MK1477  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 MK1477  DYNAMIC HEIGHT  -        496.384 (meters)     1628.55  (feet) COMP
 MK1477  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 MK1477
 MK1477  VERT ORDER      -  SECOND    CLASS 0
 MK1477
 MK1477.The horizontal coordinates were scaled from a map and have
 MK1477.an estimated accuracy of +/- 6 seconds.
 MK1477
 MK1477.The orthometric height was determined by differential leveling and
 MK1477.adjusted by the NATIONAL GEODETIC SURVEY
 MK1477.in June 1991.
 MK1477
 MK1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1477.GEOID18 height accuracy estimate available here.
 MK1477
 MK1477.Click photographs - Photos may exist for this station.
 MK1477
 MK1477.The dynamic height is computed by dividing the NAVD 88
 MK1477.geopotential number by the normal gravity value computed on the
 MK1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1477.degrees latitude (g = 980.6199 gals.).
 MK1477
 MK1477.The modeled gravity was interpolated from observed gravity values.
 MK1477
 MK1477;                    North         East    Units  Estimated Accuracy
 MK1477;SPC NE       -   153,020.      681,290.      MT  (+/- 180 meters Scaled)
 MK1477
 MK1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL974606(NAD 83)
 MK1477
 MK1477                          SUPERSEDED SURVEY CONTROL
 MK1477
 MK1477  NGVD 29 (??/??/92)  496.416  (m)         1628.66   (f) ADJ UNCH    2 0
 MK1477
 MK1477.Superseded values are not recommended for survey control.
 MK1477
 MK1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1477.See file dsdata.pdf to determine how the superseded data were derived.
 MK1477
 MK1477_MARKER: DB = BENCH MARK DISK
 MK1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1477_STAMPING: Z 324 1950
 MK1477_MARK LOGO: CGS
 MK1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1477+STABILITY: SURFACE MOTION
 MK1477
 MK1477  HISTORY     - Date     Condition        Report By
 MK1477  HISTORY     - 1950     MONUMENTED       CGS
 MK1477
 MK1477                          STATION DESCRIPTION
 MK1477
 MK1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1477'4.7 MI S FROM CLARKS.
 MK1477'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1477'STATION AT CLARKS, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30 A,
 MK1477'179 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD
 MK1477'WHICH LEADS SOUTH TO A FARMHOUSE, 63 FEET NORTHWEST OF
 MK1477'HIGHWAY STATION 113, 97 FEET NORTHEAST OF HIGHWAY STATION 112,
 MK1477'51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST
 MK1477'OF THE CENTER OF A GATE, 7 FEET WEST OF A TELEPHONE POLE,
 MK1477'2.6 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE,
 MK1477'2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1477'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1478 ***********************************************************************
 MK1478  DESIGNATION -  Z 324 RESET
 MK1478  PID         -  MK1478
 MK1478  STATE/COUNTY-  NE/MERRICK
 MK1478  COUNTRY     -  US
 MK1478  USGS QUAD   -  CLARKS (2017)
 MK1478
 MK1478                         *CURRENT SURVEY CONTROL
 MK1478  ______________________________________________________________________
 MK1478* NAD 83(1986) POSITION- 41 11 28.     (N) 097 50 17.     (W)   SCALED
 MK1478* NAVD 88 ORTHO HEIGHT -   497.17  (meters)     1631.1   (feet) RESET
 MK1478  ______________________________________________________________________
 MK1478  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 MK1478  VERT ORDER      -  THIRD
 MK1478
 MK1478.The horizontal coordinates were scaled from a map and have
 MK1478.an estimated accuracy of +/- 6 seconds.
 MK1478
 MK1478.The orthometric height was computed from unverified reset data.
 MK1478
 MK1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1478.GEOID18 height accuracy estimate available here.
 MK1478
 MK1478.Click photographs - Photos may exist for this station.
 MK1478
 MK1478;                    North         East    Units  Estimated Accuracy
 MK1478;SPC NE       -   153,020.      681,290.      MT  (+/- 180 meters Scaled)
 MK1478
 MK1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL974606(NAD 83)
 MK1478
 MK1478                          SUPERSEDED SURVEY CONTROL
 MK1478
 MK1478  NGVD 29 (??/??/??)  496.96   (m)         1630.4    (f) RESET       3  
 MK1478
 MK1478.Superseded values are not recommended for survey control.
 MK1478
 MK1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1478.See file dsdata.pdf to determine how the superseded data were derived.
 MK1478
 MK1478_MARKER: DB = BENCH MARK DISK
 MK1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1478_STAMPING: Z 324 RESET 1963
 MK1478_MARK LOGO: CGS
 MK1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1478+STABILITY: SURFACE MOTION
 MK1478
 MK1478  HISTORY     - Date     Condition        Report By
 MK1478  HISTORY     - 1963     MONUMENTED       CGS
 MK1478
 MK1478                          STATION DESCRIPTION
 MK1478
 MK1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MK1478'2.7 MI SW FROM CLARKS.
 MK1478'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1478'STATION AT CLARKS, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30 A,
 MK1478'49.8 FEET NORTH OF OLD MARKED AND 6.55 FEET EAST, 2.8 FEET
 MK1478'SOUTH OF TELEPHONE POLE AND 6.7 FEET EAST, 2.1 FEET SOUTH OF
 MK1478'T CORNER FENCE POST 1.25 FEET EAST, 99.0 FEET LEFT OF CENTERLINE
 MK1478'ON STA. 128+81 OF PROJECTS F-315 (11), 1.0 FOOT SOUTH OF
 MK1478'WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1519 ***********************************************************************
 MK1519  DESIGNATION -  Z 325
 MK1519  PID         -  MK1519
 MK1519  STATE/COUNTY-  NE/POLK
 MK1519  COUNTRY     -  US
 MK1519  USGS QUAD   -  STROMSBURG (2017)
 MK1519
 MK1519                         *CURRENT SURVEY CONTROL
 MK1519  ______________________________________________________________________
 MK1519* NAD 83(1986) POSITION- 41 06 13.     (N) 097 35 50.     (W)   SCALED
 MK1519* NAVD 88 ORTHO HEIGHT -   493.343 (meters)     1618.58  (feet) ADJUSTED
 MK1519  ______________________________________________________________________
 MK1519  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 MK1519  DYNAMIC HEIGHT  -        493.099 (meters)     1617.78  (feet) COMP
 MK1519  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 MK1519
 MK1519  VERT ORDER      -  SECOND    CLASS 0
 MK1519
 MK1519.The horizontal coordinates were scaled from a map and have
 MK1519.an estimated accuracy of +/- 6 seconds.
 MK1519
 MK1519.The orthometric height was determined by differential leveling and
 MK1519.adjusted by the NATIONAL GEODETIC SURVEY
 MK1519.in June 1991.
 MK1519
 MK1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1519.GEOID18 height accuracy estimate available here.
 MK1519
 MK1519.Click photographs - Photos may exist for this station.
 MK1519
 MK1519.The dynamic height is computed by dividing the NAVD 88
 MK1519.geopotential number by the normal gravity value computed on the
 MK1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1519.degrees latitude (g = 980.6199 gals.).
 MK1519
 MK1519.The modeled gravity was interpolated from observed gravity values.
 MK1519
 MK1519;                    North         East    Units  Estimated Accuracy
 MK1519;SPC NE       -   143,840.      701,750.      MT  (+/- 180 meters Scaled)
 MK1519
 MK1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL177512(NAD 83)
 MK1519
 MK1519                          SUPERSEDED SURVEY CONTROL
 MK1519
 MK1519  NGVD 29 (??/??/92)  493.141  (m)         1617.91   (f) ADJ UNCH    2 0
 MK1519
 MK1519.Superseded values are not recommended for survey control.
 MK1519
 MK1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1519.See file dsdata.pdf to determine how the superseded data were derived.
 MK1519
 MK1519_MARKER: DB = BENCH MARK DISK
 MK1519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1519_SP_SET: CULVERT HEADWALL
 MK1519_STAMPING: Z 325 1950
 MK1519_MARK LOGO: CGS
 MK1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1519+STABILITY: SURFACE MOTION
 MK1519
 MK1519  HISTORY     - Date     Condition        Report By
 MK1519  HISTORY     - 1950     MONUMENTED       CGS
 MK1519
 MK1519                          STATION DESCRIPTION
 MK1519
 MK1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1519'0.8 MI S FROM STROMSBURG.
 MK1519'0.7 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE CITY PARK AT
 MK1519'STROMSBURG, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, JUST WEST
 MK1519'OF A ROAD JUNCTION, 350 FEET EAST OF THE HIGHWAY, 9 FEET SOUTH
 MK1519'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST END
 MK1519'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1319 ***********************************************************************
 MK1319  DESIGNATION -  Z 327
 MK1319  PID         -  MK1319
 MK1319  STATE/COUNTY-  NE/POLK
 MK1319  COUNTRY     -  US
 MK1319  USGS QUAD   -  COLUMBUS SW (2017)
 MK1319
 MK1319                         *CURRENT SURVEY CONTROL
 MK1319  ______________________________________________________________________
 MK1319* NAD 83(1986) POSITION- 41 17 39.     (N) 097 25 27.     (W)   SCALED
 MK1319* NAVD 88 ORTHO HEIGHT -   464.787 (meters)     1524.89  (feet) ADJUSTED
 MK1319  ______________________________________________________________________
 MK1319  GEOID HEIGHT    -        -25.498 (meters)                     GEOID18
 MK1319  DYNAMIC HEIGHT  -        464.577 (meters)     1524.20  (feet) COMP
 MK1319  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 MK1319
 MK1319  VERT ORDER      -  SECOND    CLASS 0
 MK1319
 MK1319.The horizontal coordinates were scaled from a map and have
 MK1319.an estimated accuracy of +/- 6 seconds.
 MK1319
 MK1319.The orthometric height was determined by differential leveling and
 MK1319.adjusted by the NATIONAL GEODETIC SURVEY
 MK1319.in June 1991.
 MK1319
 MK1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1319.GEOID18 height accuracy estimate available here.
 MK1319
 MK1319.Click photographs - Photos may exist for this station.
 MK1319
 MK1319.The dynamic height is computed by dividing the NAVD 88
 MK1319.geopotential number by the normal gravity value computed on the
 MK1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1319.degrees latitude (g = 980.6199 gals.).
 MK1319
 MK1319.The modeled gravity was interpolated from observed gravity values.
 MK1319
 MK1319;                    North         East    Units  Estimated Accuracy
 MK1319;SPC NE       -   165,400.      715,650.      MT  (+/- 180 meters Scaled)
 MK1319
 MK1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL319726(NAD 83)
 MK1319
 MK1319                          SUPERSEDED SURVEY CONTROL
 MK1319
 MK1319  NGVD 29 (??/??/92)  464.602  (m)         1524.28   (f) ADJ UNCH    2 0
 MK1319
 MK1319.Superseded values are not recommended for survey control.
 MK1319
 MK1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1319.See file dsdata.pdf to determine how the superseded data were derived.
 MK1319
 MK1319_MARKER: DB = BENCH MARK DISK
 MK1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1319_STAMPING: Z 327 1950
 MK1319_MARK LOGO: CGS
 MK1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1319+STABILITY: SURFACE MOTION
 MK1319
 MK1319  HISTORY     - Date     Condition        Report By
 MK1319  HISTORY     - 1950     MONUMENTED       CGS
 MK1319
 MK1319                          STATION DESCRIPTION
 MK1319
 MK1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1319'11 MI SE FROM DUNCAN.
 MK1319'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1319'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1319'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 4.0
 MK1319'MILES EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 89 FEET
 MK1319'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 57 FEET EAST
 MK1319'OF A TELEPHONE POLE WHICH IS USED AS A FENCE CORNER POST, 31 FEET
 MK1319'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1.3 FEET
 MK1319'SOUTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 MK1319'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0508 ***********************************************************************
 ML0508  DESIGNATION -  Z 328
 ML0508  PID         -  ML0508
 ML0508  STATE/COUNTY-  NE/VALLEY
 ML0508  COUNTRY     -  US
 ML0508  USGS QUAD   -  ORD (2017)
 ML0508
 ML0508                         *CURRENT SURVEY CONTROL
 ML0508  ______________________________________________________________________
 ML0508* NAD 83(1986) POSITION- 41 35 19.     (N) 098 56 03.     (W)   SCALED
 ML0508* NAVD 88 ORTHO HEIGHT -   636.191 (meters)     2087.24  (feet) ADJUSTED
 ML0508  ______________________________________________________________________
 ML0508  GEOID HEIGHT    -        -23.895 (meters)                     GEOID18
 ML0508  DYNAMIC HEIGHT  -        635.883 (meters)     2086.23  (feet) COMP
 ML0508  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 ML0508
 ML0508  VERT ORDER      -  SECOND    CLASS 0
 ML0508
 ML0508.The horizontal coordinates were scaled from a map and have
 ML0508.an estimated accuracy of +/- 6 seconds.
 ML0508
 ML0508.The orthometric height was determined by differential leveling and
 ML0508.adjusted by the NATIONAL GEODETIC SURVEY
 ML0508.in June 1991.
 ML0508
 ML0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0508.GEOID18 height accuracy estimate available here.
 ML0508
 ML0508.Click photographs - Photos may exist for this station.
 ML0508
 ML0508.The dynamic height is computed by dividing the NAVD 88
 ML0508.geopotential number by the normal gravity value computed on the
 ML0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0508.degrees latitude (g = 980.6199 gals.).
 ML0508
 ML0508.The modeled gravity was interpolated from observed gravity values.
 ML0508
 ML0508;                    North         East    Units  Estimated Accuracy
 ML0508;SPC NE       -   195,430.      588,840.      MT  (+/- 180 meters Scaled)
 ML0508
 ML0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM054041(NAD 83)
 ML0508
 ML0508                          SUPERSEDED SURVEY CONTROL
 ML0508
 ML0508  NGVD 29 (??/??/92)  635.941  (m)         2086.42   (f) ADJ UNCH    2 0
 ML0508
 ML0508.Superseded values are not recommended for survey control.
 ML0508
 ML0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0508.See file dsdata.pdf to determine how the superseded data were derived.
 ML0508
 ML0508_MARKER: DB = BENCH MARK DISK
 ML0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0508_STAMPING: Z 328 1950
 ML0508_MARK LOGO: CGS
 ML0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0508+STABILITY: SURFACE MOTION
 ML0508
 ML0508  HISTORY     - Date     Condition        Report By
 ML0508  HISTORY     - 1950     MONUMENTED       CGS
 ML0508
 ML0508                          STATION DESCRIPTION
 ML0508
 ML0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0508'1 MI SW FROM ORD.
 ML0508'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0508'AT ORD, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 ML0508'EAST OF THE SOUTHEAST CORNER OF A CULVERT, 14 FEET SOUTH OF
 ML0508'THE CENTER OF A GATE, 1 FOOT WEST OF A FENCE, 1.4 FEET NORTH
 ML0508'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0508'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1350 ***********************************************************************
 MK1350  DESIGNATION -  Z 329
 MK1350  PID         -  MK1350
 MK1350  STATE/COUNTY-  NE/BUTLER
 MK1350  COUNTRY     -  US
 MK1350  USGS QUAD   -  SCHUYLER (2017)
 MK1350
 MK1350                         *CURRENT SURVEY CONTROL
 MK1350  ______________________________________________________________________
 MK1350* NAD 83(1986) POSITION- 41 22 48.     (N) 097 00 17.     (W)   SCALED
 MK1350* NAVD 88 ORTHO HEIGHT -   426.921 (meters)     1400.66  (feet) ADJUSTED
 MK1350  ______________________________________________________________________
 MK1350  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 MK1350  DYNAMIC HEIGHT  -        426.730 (meters)     1400.03  (feet) COMP
 MK1350  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 MK1350
 MK1350  VERT ORDER      -  SECOND    CLASS 0
 MK1350
 MK1350.The horizontal coordinates were scaled from a map and have
 MK1350.an estimated accuracy of +/- 6 seconds.
 MK1350
 MK1350.The orthometric height was determined by differential leveling and
 MK1350.adjusted by the NATIONAL GEODETIC SURVEY
 MK1350.in June 1991.
 MK1350
 MK1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1350.GEOID18 height accuracy estimate available here.
 MK1350
 MK1350.Click photographs - Photos may exist for this station.
 MK1350
 MK1350.The dynamic height is computed by dividing the NAVD 88
 MK1350.geopotential number by the normal gravity value computed on the
 MK1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1350.degrees latitude (g = 980.6199 gals.).
 MK1350
 MK1350.The modeled gravity was interpolated from observed gravity values.
 MK1350
 MK1350;                    North         East    Units  Estimated Accuracy
 MK1350;SPC NE       -   176,060.      750,420.      MT  (+/- 180 meters Scaled)
 MK1350
 MK1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL668828(NAD 83)
 MK1350
 MK1350                          SUPERSEDED SURVEY CONTROL
 MK1350
 MK1350  NGVD 29 (??/??/92)  426.751  (m)         1400.10   (f) ADJ UNCH    2 0
 MK1350
 MK1350.Superseded values are not recommended for survey control.
 MK1350
 MK1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1350.See file dsdata.pdf to determine how the superseded data were derived.
 MK1350
 MK1350_MARKER: DB = BENCH MARK DISK
 MK1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1350_STAMPING: Z 329 1950
 MK1350_MARK LOGO: CGS
 MK1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1350+STABILITY: SURFACE MOTION
 MK1350
 MK1350  HISTORY     - Date     Condition        Report By
 MK1350  HISTORY     - 1950     MONUMENTED       CGS
 MK1350
 MK1350                          STATION DESCRIPTION
 MK1350
 MK1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1350'7.6 MI SE FROM SCHUYLER.
 MK1350'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1350'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1350'1.0 MILE EAST ALONG A DIRT ROAD, THENCE 1.9 MILES EAST ALONG A
 MK1350'GRADED DIRT ROAD, AT THE FARM HOME OF LEONARD BREZINA, 75 FEET
 MK1350'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 101 FEET
 MK1350'SOUTH OF THE SOUTHEAST CORNER OF A BARN, 66 FEET NORTH OF THE CENTER
 MK1350'LINE OF THE ROAD, 30 FEET EAST OF THE SOUTHEAST LEG OF A WINDMILL
 MK1350'TOWER, 19 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.6
 MK1350'FEET SOUTH OF A POWER POLE, 1.3 FEET SOUTH OF A WITNESS POST, SET
 MK1350'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK1350'GROUND.  THIS MARK IS 1.1 MILES WEST OF BENCH MARK A 330.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0920 ***********************************************************************
 MK0920  DESIGNATION -  Z 330
 MK0920  PID         -  MK0920
 MK0920  STATE/COUNTY-  NE/SAUNDERS
 MK0920  COUNTRY     -  US
 MK0920  USGS QUAD   -  MALMO NW (2017)
 MK0920
 MK0920                         *CURRENT SURVEY CONTROL
 MK0920  ______________________________________________________________________
 MK0920* NAD 83(1986) POSITION- 41 24 29.     (N) 096 38 10.     (W)   SCALED
 MK0920* NAVD 88 ORTHO HEIGHT -   400.566 (meters)     1314.19  (feet) ADJUSTED
 MK0920  ______________________________________________________________________
 MK0920  GEOID HEIGHT    -        -26.737 (meters)                     GEOID18
 MK0920  DYNAMIC HEIGHT  -        400.386 (meters)     1313.60  (feet) COMP
 MK0920  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 MK0920
 MK0920  VERT ORDER      -  SECOND    CLASS 0
 MK0920
 MK0920.The horizontal coordinates were scaled from a map and have
 MK0920.an estimated accuracy of +/- 6 seconds.
 MK0920
 MK0920.The orthometric height was determined by differential leveling and
 MK0920.adjusted by the NATIONAL GEODETIC SURVEY
 MK0920.in June 1991.
 MK0920
 MK0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0920.GEOID18 height accuracy estimate available here.
 MK0920
 MK0920.Click photographs - Photos may exist for this station.
 MK0920
 MK0920.The dynamic height is computed by dividing the NAVD 88
 MK0920.geopotential number by the normal gravity value computed on the
 MK0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0920.degrees latitude (g = 980.6199 gals.).
 MK0920
 MK0920.The modeled gravity was interpolated from observed gravity values.
 MK0920
 MK0920;                    North         East    Units  Estimated Accuracy
 MK0920;SPC NE       -   180,300.      781,100.      MT  (+/- 180 meters Scaled)
 MK0920
 MK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL975867(NAD 83)
 MK0920
 MK0920                          SUPERSEDED SURVEY CONTROL
 MK0920
 MK0920  NGVD 29 (??/??/92)  400.413  (m)         1313.69   (f) ADJ UNCH    2 0
 MK0920
 MK0920.Superseded values are not recommended for survey control.
 MK0920
 MK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0920.See file dsdata.pdf to determine how the superseded data were derived.
 MK0920
 MK0920_MARKER: DB = BENCH MARK DISK
 MK0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0920_STAMPING: Z 330 1950
 MK0920_MARK LOGO: CGS
 MK0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0920+STABILITY: SURFACE MOTION
 MK0920
 MK0920  HISTORY     - Date     Condition        Report By
 MK0920  HISTORY     - 1950     MONUMENTED       CGS
 MK0920
 MK0920                          STATION DESCRIPTION
 MK0920
 MK0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0920'2 MI NW FROM CEDAR BLUFFS.
 MK0920'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT CEDAR
 MK0920'BLUFFS, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 MK0920'MILE WEST ALONG A GRAVELED ROAD, AT A SCHOOLHOUSE, 50 FEET
 MK0920'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 33 FEET
 MK0920'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET WEST
 MK0920'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 12.2 FEET SOUTH
 MK0920'OF THE CENTER OF A 12 FOOT IRON FRAME GATE, 38 FEET EAST OF THE
 MK0920'SOUTHEAST CORNER OF THE SCHOOL YARD FENCE, 3 FEET WEST OF A
 MK0920'POWER POLE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 MK0920'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0879 ***********************************************************************
 MK0879  DESIGNATION -  Z 331
 MK0879  PID         -  MK0879
 MK0879  STATE/COUNTY-  NE/DODGE
 MK0879  COUNTRY     -  US
 MK0879  USGS QUAD   -  MALMO NW (2017)
 MK0879
 MK0879                         *CURRENT SURVEY CONTROL
 MK0879  ______________________________________________________________________
 MK0879* NAD 83(1986) POSITION- 41 27 10.     (N) 096 38 32.     (W)   SCALED
 MK0879* NAVD 88 ORTHO HEIGHT -   375.851 (meters)     1233.10  (feet) ADJUSTED
 MK0879  ______________________________________________________________________
 MK0879  GEOID HEIGHT    -        -26.583 (meters)                     GEOID18
 MK0879  DYNAMIC HEIGHT  -        375.688 (meters)     1232.57  (feet) COMP
 MK0879  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 MK0879
 MK0879  VERT ORDER      -  SECOND    CLASS 0
 MK0879
 MK0879.The horizontal coordinates were scaled from a map and have
 MK0879.an estimated accuracy of +/- 6 seconds.
 MK0879
 MK0879.The orthometric height was determined by differential leveling and
 MK0879.adjusted by the NATIONAL GEODETIC SURVEY
 MK0879.in June 1991.
 MK0879
 MK0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0879.GEOID18 height accuracy estimate available here.
 MK0879
 MK0879.Click photographs - Photos may exist for this station.
 MK0879
 MK0879.The dynamic height is computed by dividing the NAVD 88
 MK0879.geopotential number by the normal gravity value computed on the
 MK0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0879.degrees latitude (g = 980.6199 gals.).
 MK0879
 MK0879.The modeled gravity was interpolated from observed gravity values.
 MK0879
 MK0879;                    North         East    Units  Estimated Accuracy
 MK0879;SPC NE       -   185,250.      780,400.      MT  (+/- 180 meters Scaled)
 MK0879
 MK0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL969917(NAD 83)
 MK0879
 MK0879                          SUPERSEDED SURVEY CONTROL
 MK0879
 MK0879  NGVD 29 (??/??/92)  375.704  (m)         1232.62   (f) ADJ UNCH    2 0
 MK0879
 MK0879.Superseded values are not recommended for survey control.
 MK0879
 MK0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0879.See file dsdata.pdf to determine how the superseded data were derived.
 MK0879
 MK0879_MARKER: DB = BENCH MARK DISK
 MK0879_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0879_SP_SET: CULVERT HEADWALL
 MK0879_STAMPING: Z 331 1950
 MK0879_MARK LOGO: CGS
 MK0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0879+STABILITY: SURFACE MOTION
 MK0879
 MK0879  HISTORY     - Date     Condition        Report By
 MK0879  HISTORY     - 1950     MONUMENTED       CGS
 MK0879  HISTORY     - 1967     GOOD             CGS
 MK0879
 MK0879                          STATION DESCRIPTION
 MK0879
 MK0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0879'0.8 MI W FROM AMES.
 MK0879'0.85 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0879'CO-OP ELEVATOR AT AMES, 5 1/2 POLES WEST OF MILEPOST 47, 74
 MK0879'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 6 FEET NORTH
 MK0879'OF THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF THE WEST
 MK0879'END OF THE NORTH HEADWALL OF A 20 FOOT CONCRETE CULVERT.
 MK0879
 MK0879                          STATION RECOVERY (1967)
 MK0879
 MK0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK0880 ***********************************************************************
 MK0880  DESIGNATION -  Z 331 RESET
 MK0880  PID         -  MK0880
 MK0880  STATE/COUNTY-  NE/DODGE
 MK0880  COUNTRY     -  US
 MK0880  USGS QUAD   -  MALMO NW (2017)
 MK0880
 MK0880                         *CURRENT SURVEY CONTROL
 MK0880  ______________________________________________________________________
 MK0880* NAD 83(1986) POSITION- 41 27 10.1    (N) 096 38 33.2    (W)   HD_HELD2
 MK0880* NAVD 88 ORTHO HEIGHT -   376.67  (meters)     1235.8   (feet) RESET
 MK0880  ______________________________________________________________________
 MK0880  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 MK0880  VERT ORDER      -  THIRD
 MK0880
 MK0880.The horizontal coordinates were established by autonomous hand held GPS
 MK0880.observations and have an estimated accuracy of +/- 10 meters.
 MK0880
 MK0880.The orthometric height was computed from unverified reset data.
 MK0880
 MK0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK0880.GEOID18 height accuracy estimate available here.
 MK0880
 MK0880.Click photographs - Photos may exist for this station.
 MK0880
 MK0880;                    North         East    Units  Estimated Accuracy
 MK0880;SPC NE       -   185,247.      780,371.      MT  (+/- 10 meters HH2 GPS)
 MK0880
 MK0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9690891707(NAD 83)
 MK0880
 MK0880                          SUPERSEDED SURVEY CONTROL
 MK0880
 MK0880.No superseded survey control is available for this station.
 MK0880
 MK0880_MARKER: DB = BENCH MARK DISK
 MK0880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK0880_SP_SET: CULVERT HEADWALL
 MK0880_STAMPING: Z 331 1950 RESET 1972
 MK0880_MARK LOGO: CGS
 MK0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0880+STABILITY: SURFACE MOTION
 MK0880
 MK0880  HISTORY     - Date     Condition        Report By
 MK0880  HISTORY     - 1972     MONUMENTED       UPRR
 MK0880  HISTORY     - 19961023 GOOD             NGS
 MK0880
 MK0880                          STATION DESCRIPTION
 MK0880
 MK0880'DESCRIBED BY UNION PACIFIC RAILROAD 1972
 MK0880'0.8 MI W FROM AMES.
 MK0880'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0880'CO-OP ELEVATOR AT AMES, 5 1/2 POLES WEST OF MILEPOST 47, AT A
 MK0880'20 FOOT CONCRETE CULVERT UNDER TRACK, IN THE TOP OF THE EAST
 MK0880'END OF THE SOUTH HEADWALL, AND IS 20 FEET SOUTH OF THE SOUTH
 MK0880'RAIL OF THE SOUTH TRACK.
 MK0880
 MK0880                          STATION RECOVERY (1996)
 MK0880
 MK0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JC)
 MK0880'MARK WAS FOUND IN GOOD CONDITION.  NOTE-6.0 FEET NORTH OF THE NORTH
 MK0880'RAIL OF THE NORTH TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0178 ***********************************************************************
 ML0178  DESIGNATION -  Z 332
 ML0178  PID         -  ML0178
 ML0178  STATE/COUNTY-  NE/MERRICK
 ML0178  COUNTRY     -  US
 ML0178  USGS QUAD   -  HORD (2017)
 ML0178
 ML0178                         *CURRENT SURVEY CONTROL
 ML0178  ______________________________________________________________________
 ML0178* NAD 83(1986) POSITION- 41 08 46.     (N) 098 03 14.     (W)   SCALED
 ML0178* NAVD 88 ORTHO HEIGHT -   519.288 (meters)     1703.70  (feet) ADJUSTED
 ML0178  ______________________________________________________________________
 ML0178  GEOID HEIGHT    -        -25.142 (meters)                     GEOID18
 ML0178  DYNAMIC HEIGHT  -        519.034 (meters)     1702.86  (feet) COMP
 ML0178  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 ML0178
 ML0178  VERT ORDER      -  SECOND    CLASS 0
 ML0178
 ML0178.The horizontal coordinates were scaled from a map and have
 ML0178.an estimated accuracy of +/- 6 seconds.
 ML0178
 ML0178.The orthometric height was determined by differential leveling and
 ML0178.adjusted by the NATIONAL GEODETIC SURVEY
 ML0178.in June 1991.
 ML0178
 ML0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0178.GEOID18 height accuracy estimate available here.
 ML0178
 ML0178.Click photographs - Photos may exist for this station.
 ML0178
 ML0178.The dynamic height is computed by dividing the NAVD 88
 ML0178.geopotential number by the normal gravity value computed on the
 ML0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0178.degrees latitude (g = 980.6199 gals.).
 ML0178
 ML0178.The modeled gravity was interpolated from observed gravity values.
 ML0178
 ML0178;                    North         East    Units  Estimated Accuracy
 ML0178;SPC NE       -   147,590.      663,310.      MT  (+/- 180 meters Scaled)
 ML0178
 ML0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL793554(NAD 83)
 ML0178
 ML0178                          SUPERSEDED SURVEY CONTROL
 ML0178
 ML0178  NGVD 29 (??/??/92)  519.063  (m)         1702.96   (f) ADJ UNCH    2 0
 ML0178
 ML0178.Superseded values are not recommended for survey control.
 ML0178
 ML0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0178.See file dsdata.pdf to determine how the superseded data were derived.
 ML0178
 ML0178_MARKER: DB = BENCH MARK DISK
 ML0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0178_STAMPING: Z 332 1950
 ML0178_MARK LOGO: CGS
 ML0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0178+STABILITY: SURFACE MOTION
 ML0178
 ML0178  HISTORY     - Date     Condition        Report By
 ML0178  HISTORY     - 1950     MONUMENTED       CGS
 ML0178  HISTORY     - 1960     MARK NOT FOUND   CGS
 ML0178
 ML0178                          STATION DESCRIPTION
 ML0178
 ML0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0178'4.4 MI NW FROM CENTRAL CITY.
 ML0178'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0178'AT CENTRAL CITY, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0178'THENCE 3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 ML0178'QUINCY RAILROAD, 0.25 MILE EAST OF A ROAD CROSSING, 0.15 MILE
 ML0178'SOUTHEAST OF A WINDMILL, 319 YARDS WEST OF RAILROAD TRESTLE
 ML0178'23.30, 58 FEET NORTHEAST OF THE NORTHEAST RAIL, 11 FEET NORTH
 ML0178'OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0178'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0178
 ML0178                          STATION RECOVERY (1960)
 ML0178
 ML0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ML0178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0540 ***********************************************************************
 LH0540  DESIGNATION -  Z 334
 LH0540  PID         -  LH0540
 LH0540  STATE/COUNTY-  NE/BUFFALO
 LH0540  COUNTRY     -  US
 LH0540  USGS QUAD   -  MILLER SW (2017)
 LH0540
 LH0540                         *CURRENT SURVEY CONTROL
 LH0540  ______________________________________________________________________
 LH0540* NAD 83(1986) POSITION- 40 46 36.31   (N) 099 23 35.11   (W)   HD_HELD1
 LH0540* NAVD 88 ORTHO HEIGHT -   717.212 (meters)     2353.05  (feet) ADJUSTED
 LH0540  ______________________________________________________________________
 LH0540  GEOID HEIGHT    -        -24.169 (meters)                     GEOID18
 LH0540  DYNAMIC HEIGHT  -        716.796 (meters)     2351.69  (feet) COMP
 LH0540  MODELED GRAVITY -    980,019.8   (mgal)                       NAVD 88
 LH0540
 LH0540  VERT ORDER      -  SECOND    CLASS 0
 LH0540
 LH0540.The horizontal coordinates were determined by differentially corrected
 LH0540.hand held GPS observations or other comparable positioning techniques
 LH0540.and have an estimated accuracy of +/- 3 meters.
 LH0540
 LH0540.The orthometric height was determined by differential leveling and
 LH0540.adjusted by the NATIONAL GEODETIC SURVEY
 LH0540.in June 1991.
 LH0540
 LH0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0540.GEOID18 height accuracy estimate available here.
 LH0540
 LH0540.Click photographs - Photos may exist for this station.
 LH0540
 LH0540.The dynamic height is computed by dividing the NAVD 88
 LH0540.geopotential number by the normal gravity value computed on the
 LH0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0540.degrees latitude (g = 980.6199 gals.).
 LH0540
 LH0540.The modeled gravity was interpolated from observed gravity values.
 LH0540
 LH0540;                    North         East    Units  Estimated Accuracy
 LH0540;SPC NE       -   104,925.7     551,220.9     MT  (+/- 3 meters HH1 GPS) 
 LH0540
 LH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6682914049(NAD 83)
 LH0540
 LH0540                          SUPERSEDED SURVEY CONTROL
 LH0540
 LH0540  NGVD 29 (??/??/92)  716.946  (m)         2352.18   (f) ADJ UNCH    2 0
 LH0540
 LH0540.Superseded values are not recommended for survey control.
 LH0540
 LH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0540.See file dsdata.pdf to determine how the superseded data were derived.
 LH0540
 LH0540_MARKER: DB = BENCH MARK DISK
 LH0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0540_STAMPING: Z 334 1950
 LH0540_MARK LOGO: CGS
 LH0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0540+STABILITY: SURFACE MOTION
 LH0540
 LH0540  HISTORY     - Date     Condition        Report By
 LH0540  HISTORY     - 1950     MONUMENTED       CGS
 LH0540
 LH0540                          STATION DESCRIPTION
 LH0540
 LH0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0540'4.8 MI NW FROM ELM CREEK.
 LH0540'0.8 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0540'RAILROAD STATION AT ELM CREEK, THENCE 4.0 MILES NORTH ALONG
 LH0540'U.S. HIGHWAY 183, ON THE SOUTH SLOPE OF A HILL, 0.1 MILE
 LH0540'SOUTH OF A FARMHOUSE WHICH IS ON THE EAST SIDE OF THE HIGHWAY,
 LH0540'32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET NORTH
 LH0540'OF A POWER POLE, 17.8 FEET NORTH OF A FENCE, 4.4 FEET WEST
 LH0540'OF A FENCE, 1.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 LH0540'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0116 ***********************************************************************
 LH0116  DESIGNATION -  Z 336
 LH0116  PID         -  LH0116
 LH0116  STATE/COUNTY-  NE/HAMILTON
 LH0116  COUNTRY     -  US
 LH0116  USGS QUAD   -  GILTNER (2017)
 LH0116
 LH0116                         *CURRENT SURVEY CONTROL
 LH0116  ______________________________________________________________________
 LH0116* NAD 83(1986) POSITION- 40 46 14.     (N) 098 13 35.     (W)   SCALED
 LH0116* NAVD 88 ORTHO HEIGHT -   570.584 (meters)     1871.99  (feet) ADJUSTED
 LH0116  ______________________________________________________________________
 LH0116  GEOID HEIGHT    -        -25.331 (meters)                     GEOID18
 LH0116  DYNAMIC HEIGHT  -        570.278 (meters)     1870.99  (feet) COMP
 LH0116  MODELED GRAVITY -    980,069.9   (mgal)                       NAVD 88
 LH0116
 LH0116  VERT ORDER      -  SECOND    CLASS 0
 LH0116
 LH0116.The horizontal coordinates were scaled from a map and have
 LH0116.an estimated accuracy of +/- 6 seconds.
 LH0116
 LH0116.The orthometric height was determined by differential leveling and
 LH0116.adjusted by the NATIONAL GEODETIC SURVEY
 LH0116.in June 1991.
 LH0116
 LH0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0116.GEOID18 height accuracy estimate available here.
 LH0116
 LH0116.Click photographs - Photos may exist for this station.
 LH0116
 LH0116.The dynamic height is computed by dividing the NAVD 88
 LH0116.geopotential number by the normal gravity value computed on the
 LH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0116.degrees latitude (g = 980.6199 gals.).
 LH0116
 LH0116.The modeled gravity was interpolated from observed gravity values.
 LH0116
 LH0116;                    North         East    Units  Estimated Accuracy
 LH0116;SPC NE       -   105,590.      649,690.      MT  (+/- 180 meters Scaled)
 LH0116
 LH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL652135(NAD 83)
 LH0116
 LH0116                          SUPERSEDED SURVEY CONTROL
 LH0116
 LH0116  NGVD 29 (??/??/92)  570.348  (m)         1871.22   (f) ADJ UNCH    2 0
 LH0116
 LH0116.Superseded values are not recommended for survey control.
 LH0116
 LH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0116.See file dsdata.pdf to determine how the superseded data were derived.
 LH0116
 LH0116_MARKER: DB = BENCH MARK DISK
 LH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0116_STAMPING: Z 336 1950
 LH0116_MARK LOGO: CGS
 LH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0116+STABILITY: SURFACE MOTION
 LH0116
 LH0116  HISTORY     - Date     Condition        Report By
 LH0116  HISTORY     - 1950     MONUMENTED       CGS
 LH0116  HISTORY     - 1971     MARK NOT FOUND   NGS
 LH0116
 LH0116                          STATION DESCRIPTION
 LH0116
 LH0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0116'7.5 MI E FROM DONIPHAN.
 LH0116'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0116'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 6.0 MILES EAST ALONG
 LH0116'A GRAVELED ROAD, AT THE KROUTWICK SCHOOL (DISTRICT 4), 122 FEET
 LH0116'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 93 FEET EAST
 LH0116'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 43 FEET SOUTHEAST
 LH0116'OF A STEEL FLAGPOLE, 3.4 NORTHEAST OF THE NORTHWEST CORNER OF
 LH0116'THE SCHOOLHOUSE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0116'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE OLD SCHOOL HAS BEEN
 LH0116'REMOVED FROM THE MARK SITE.  A THOROUGH SEARCH COULD NOT BE
 LH0116'MADE SINCE BEEHIVES WERE AT THE MARK SITE.
 LH0116
 LH0116                          STATION RECOVERY (1971)
 LH0116
 LH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0626 ***********************************************************************
 ML0626  DESIGNATION -  Z 337
 ML0626  PID         -  ML0626
 ML0626  STATE/COUNTY-  NE/VALLEY
 ML0626  COUNTRY     -  US
 ML0626  USGS QUAD   -  ELYRIA (2017)
 ML0626
 ML0626                         *CURRENT SURVEY CONTROL
 ML0626  ______________________________________________________________________
 ML0626* NAD 83(1986) POSITION- 41 43 03.     (N) 099 03 19.     (W)   SCALED
 ML0626* NAVD 88 ORTHO HEIGHT -   644.096 (meters)     2113.17  (feet) ADJUSTED
 ML0626  ______________________________________________________________________
 ML0626  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 ML0626  DYNAMIC HEIGHT  -        643.786 (meters)     2112.15  (feet) COMP
 ML0626  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 ML0626
 ML0626  VERT ORDER      -  SECOND    CLASS 0
 ML0626
 ML0626.The horizontal coordinates were scaled from a map and have
 ML0626.an estimated accuracy of +/- 6 seconds.
 ML0626
 ML0626.The orthometric height was determined by differential leveling and
 ML0626.adjusted by the NATIONAL GEODETIC SURVEY
 ML0626.in June 1991.
 ML0626
 ML0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0626.GEOID18 height accuracy estimate available here.
 ML0626
 ML0626.Click photographs - Photos may exist for this station.
 ML0626
 ML0626.The dynamic height is computed by dividing the NAVD 88
 ML0626.geopotential number by the normal gravity value computed on the
 ML0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0626.degrees latitude (g = 980.6199 gals.).
 ML0626
 ML0626.The modeled gravity was interpolated from observed gravity values.
 ML0626
 ML0626;                    North         East    Units  Estimated Accuracy
 ML0626;SPC NE       -   209,620.      578,590.      MT  (+/- 180 meters Scaled)
 ML0626
 ML0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM954184(NAD 83)
 ML0626
 ML0626                          SUPERSEDED SURVEY CONTROL
 ML0626
 ML0626  NGVD 29 (??/??/92)  643.840  (m)         2112.33   (f) ADJ UNCH    2 0
 ML0626
 ML0626.Superseded values are not recommended for survey control.
 ML0626
 ML0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0626.See file dsdata.pdf to determine how the superseded data were derived.
 ML0626
 ML0626_MARKER: DB = BENCH MARK DISK
 ML0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0626_STAMPING: Z 337 1950
 ML0626_MARK LOGO: CGS
 ML0626_PROJECTION: PROJECTING 12 CENTIMETERS
 ML0626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0626+STABILITY: SURFACE MOTION
 ML0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0626+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2022
 ML0626
 ML0626  HISTORY     - Date     Condition        Report By
 ML0626  HISTORY     - 1950     MONUMENTED       CGS
 ML0626  HISTORY     - 1985     GOOD             NEDR
 ML0626  HISTORY     - 1985     GOOD             NGS
 ML0626  HISTORY     - 20221018 GOOD             NEGS
 ML0626
 ML0626                          STATION DESCRIPTION
 ML0626
 ML0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0626'3.9 MI NW FROM ELYRIA.
 ML0626'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0626'AT ELYRIA, AT A ROAD CROSSING, 375 FEET NORTHWEST OF THE NORTHWEST
 ML0626'CORNER OF RAILROAD TRESTLE 34.00, 130 FEET NORTHEAST OF THE
 ML0626'CENTER LINE OF THE HIGHWAY, 11 FEET NORTHEAST OF THE NORTHEAST
 ML0626'RAIL OF THE RAILROAD, 23 FEET NORTHWEST OF THE CENTER LINE
 ML0626'OF A FARM ROAD, 2.4 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 ML0626'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0626'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0626
 ML0626                          STATION RECOVERY (1985)
 ML0626
 ML0626'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0626'RECOVERED IN GOOD CONDITION.
 ML0626
 ML0626                          STATION RECOVERY (1985)
 ML0626
 ML0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0626'0.28 KM (3.9 MI) NORTHWEST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0626'OFFICE AT ELYRIA, TO THE MARK ON THE RIGHT, 39.3 M (129.0 FT)
 ML0626'NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.5 FT)
 ML0626'NORTHWEST FROM THE CENTERLINE OF A FIELD ROAD, 0.91 M (3.0 FT)
 ML0626'SOUTHWEST FROM A FENCE.
 ML0626
 ML0626                          STATION RECOVERY (2022)
 ML0626
 ML0626'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (JH)
 ML0626'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 11 AND VALLEY AVENUE.  IN
 ML0626'ELYRIA, NE, GO NORTHWEST ON NE HIGHWAY 11 APPROXIMATELY 3.70 MI (5.95
 ML0626'KM) TO MILE POST 86.55 AND THE MARK ON THE RIGHT (NORTHEAST).  THE
 ML0626'MARK IS 9.10 FT (2.8 M) SOUTHWEST OF THE BOTTOM OF A T POST, 23.5 FT
 ML0626'(7.2 M) NORTHWEST OF THE CENTERLINE OF A FIELD DRIVE (NORTH) AND 81.3
 ML0626'FT (24.8 M) NORTHEAST OF THE TOP CENTER OF A 24 INCH (61 CM)
 ML0626'CORRUGATED METAL CULVERT PIPE.  A MAGNET HAS BEEN PLACED BESIDE THE
 ML0626'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0439 ***********************************************************************
 NP0439  DESIGNATION -  Z 340
 NP0439  PID         -  NP0439
 NP0439  STATE/COUNTY-  NE/SIOUX
 NP0439  COUNTRY     -  US
 NP0439  USGS QUAD   -  GLEN (2017)
 NP0439
 NP0439                         *CURRENT SURVEY CONTROL
 NP0439  ______________________________________________________________________
 NP0439* NAD 83(1986) POSITION- 42 36 27.     (N) 103 35 47.     (W)   SCALED
 NP0439* NAVD 88 ORTHO HEIGHT -  1243.200 (meters)     4078.73  (feet) ADJUSTED
 NP0439  ______________________________________________________________________
 NP0439  GEOID HEIGHT    -        -17.140 (meters)                     GEOID18
 NP0439  DYNAMIC HEIGHT  -       1242.496 (meters)     4076.42  (feet) COMP
 NP0439  MODELED GRAVITY -    980,011.8   (mgal)                       NAVD 88
 NP0439
 NP0439  VERT ORDER      -  FIRST     CLASS II
 NP0439
 NP0439.The horizontal coordinates were scaled from a map and have
 NP0439.an estimated accuracy of +/- 6 seconds.
 NP0439
 NP0439.The orthometric height was determined by differential leveling and
 NP0439.adjusted by the NATIONAL GEODETIC SURVEY
 NP0439.in June 1991.
 NP0439
 NP0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0439.GEOID18 height accuracy estimate available here.
 NP0439
 NP0439.Click photographs - Photos may exist for this station.
 NP0439
 NP0439.The dynamic height is computed by dividing the NAVD 88
 NP0439.geopotential number by the normal gravity value computed on the
 NP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0439.degrees latitude (g = 980.6199 gals.).
 NP0439
 NP0439.The modeled gravity was interpolated from observed gravity values.
 NP0439
 NP0439;                    North         East    Units  Estimated Accuracy
 NP0439;SPC NE       -   314,160.      205,020.      MT  (+/- 180 meters Scaled)
 NP0439
 NP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH151181(NAD 83)
 NP0439
 NP0439                          SUPERSEDED SURVEY CONTROL
 NP0439
 NP0439  NGVD 29 (??/??/92) 1242.566  (m)         4076.65   (f) ADJ UNCH    1 2
 NP0439
 NP0439.Superseded values are not recommended for survey control.
 NP0439
 NP0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0439.See file dsdata.pdf to determine how the superseded data were derived.
 NP0439
 NP0439_MARKER: DB = BENCH MARK DISK
 NP0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0439_SP_SET: GIRDER BASE
 NP0439_STAMPING: Z 340 1954
 NP0439_MARK LOGO: CGS
 NP0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0439
 NP0439  HISTORY     - Date     Condition        Report By
 NP0439  HISTORY     - 1954     MONUMENTED       CGS
 NP0439
 NP0439                          STATION DESCRIPTION
 NP0439
 NP0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0439'11.4 MI SW FROM CRAWFORD.
 NP0439'11.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0439'FROM THE STATION AT CRAWFORD, 5 POLES EAST OF MILEPOST 444, 6
 NP0439'FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS,
 NP0439'SET IN THE TOP OF THE SOUTH EDGE OF THE CONCRETE BASE OF THE EAST
 NP0439'END OF THE SOUTH STEEL GIRDER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0356 ***********************************************************************
 NP0356  DESIGNATION -  Z 342
 NP0356  PID         -  NP0356
 NP0356  STATE/COUNTY-  NE/BOX BUTTE
 NP0356  COUNTRY     -  US
 NP0356  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (2017)
 NP0356
 NP0356                         *CURRENT SURVEY CONTROL
 NP0356  ______________________________________________________________________
 NP0356* NAD 83(1986) POSITION- 42 23 01.     (N) 103 11 39.     (W)   SCALED
 NP0356* NAVD 88 ORTHO HEIGHT -  1331.596 (meters)     4368.74  (feet) ADJUSTED
 NP0356  ______________________________________________________________________
 NP0356  GEOID HEIGHT    -        -18.175 (meters)                     GEOID18
 NP0356  DYNAMIC HEIGHT  -       1330.803 (meters)     4366.14  (feet) COMP
 NP0356  MODELED GRAVITY -    979,979.8   (mgal)                       NAVD 88
 NP0356
 NP0356  VERT ORDER      -  FIRST     CLASS II
 NP0356
 NP0356.The horizontal coordinates were scaled from a map and have
 NP0356.an estimated accuracy of +/- 6 seconds.
 NP0356
 NP0356.The orthometric height was determined by differential leveling and
 NP0356.adjusted by the NATIONAL GEODETIC SURVEY
 NP0356.in June 1991.
 NP0356
 NP0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0356.GEOID18 height accuracy estimate available here.
 NP0356
 NP0356.Click photographs - Photos may exist for this station.
 NP0356
 NP0356.The dynamic height is computed by dividing the NAVD 88
 NP0356.geopotential number by the normal gravity value computed on the
 NP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0356.degrees latitude (g = 980.6199 gals.).
 NP0356
 NP0356.The modeled gravity was interpolated from observed gravity values.
 NP0356
 NP0356;                    North         East    Units  Estimated Accuracy
 NP0356;SPC NE       -   288,010.      237,080.      MT  (+/- 180 meters Scaled)
 NP0356
 NP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG486939(NAD 83)
 NP0356
 NP0356                          SUPERSEDED SURVEY CONTROL
 NP0356
 NP0356  NGVD 29 (??/??/92) 1330.922  (m)         4366.53   (f) ADJ UNCH    1 2
 NP0356
 NP0356.Superseded values are not recommended for survey control.
 NP0356
 NP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0356.See file dsdata.pdf to determine how the superseded data were derived.
 NP0356
 NP0356_MARKER: DB = BENCH MARK DISK
 NP0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0356_STAMPING: Z 342 1956
 NP0356_MARK LOGO: CGS
 NP0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0356+STABILITY: SURFACE MOTION
 NP0356
 NP0356  HISTORY     - Date     Condition        Report By
 NP0356  HISTORY     - 1956     MONUMENTED       CGS
 NP0356  HISTORY     - 1985     GOOD             NGS
 NP0356
 NP0356                          STATION DESCRIPTION
 NP0356
 NP0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0356'7.4 MI NW FROM HEMINGFORD.
 NP0356'7.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0356'RAILROAD FROM THE STATION AT HEMINGFORD, 4 1/2 POLES NORTHWEST
 NP0356'OF MILEPOST 392, AT THE NORTHWEST END OF A CUT, AT THE SOUTHEAST
 NP0356'END OF A FILL, 37 FEET NORTHEAST OF THE NORTHEAST RAIL, 10 FEET
 NP0356'SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET
 NP0356'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NP0356'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 28 NORTH,
 NP0356'RANGE 50 WEST.
 NP0356
 NP0356                          STATION RECOVERY (1985)
 NP0356
 NP0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0356'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--11.91 KM (7.4 MI) NORTHWEST
 NP0356'ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH STATE
 NP0356'HIGHWAYS 2 AND 87 AT HEMINGFORD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0763 ***********************************************************************
 NP0763  DESIGNATION -  Z 343 RESET
 NP0763  PID         -  NP0763
 NP0763  STATE/COUNTY-  NE/BOX BUTTE
 NP0763  COUNTRY     -  US
 NP0763  USGS QUAD   -  HEMINGFORD (2017)
 NP0763
 NP0763                         *CURRENT SURVEY CONTROL
 NP0763  ______________________________________________________________________
 NP0763* NAD 83(1986) POSITION- 42 19 18.     (N) 103 05 31.     (W)   SCALED
 NP0763* NAVD 88 ORTHO HEIGHT -  1302.02  (meters)     4271.7   (feet) RESET
 NP0763  ______________________________________________________________________
 NP0763  GEOID HEIGHT    -        -18.263 (meters)                     GEOID18
 NP0763  VERT ORDER      -  THIRD
 NP0763
 NP0763.The horizontal coordinates were scaled from a map and have
 NP0763.an estimated accuracy of +/- 6 seconds.
 NP0763
 NP0763.The orthometric height was computed from unverified reset data.
 NP0763
 NP0763.No vertical observational check was made to the station.
 NP0763
 NP0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0763.GEOID18 height accuracy estimate available here.
 NP0763
 NP0763.Click photographs - Photos may exist for this station.
 NP0763
 NP0763;                    North         East    Units  Estimated Accuracy
 NP0763;SPC NE       -   280,830.      245,240.      MT  (+/- 180 meters Scaled)
 NP0763
 NP0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG572872(NAD 83)
 NP0763
 NP0763                          SUPERSEDED SURVEY CONTROL
 NP0763
 NP0763  NGVD 29 (01/31/13) 1301.40   (m)         4269.7    (f) RESET       3  
 NP0763
 NP0763.Superseded values are not recommended for survey control.
 NP0763
 NP0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0763.See file dsdata.pdf to determine how the superseded data were derived.
 NP0763
 NP0763_MARKER: DV = VERTICAL CONTROL DISK
 NP0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0763_STAMPING: Z 343 RESET 1988
 NP0763_MARK LOGO: NGS
 NP0763_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0763+STABILITY: SURFACE MOTION
 NP0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0763+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0763
 NP0763  HISTORY     - Date     Condition        Report By
 NP0763  HISTORY     - 1988     MONUMENTED       NEDR
 NP0763
 NP0763                          STATION DESCRIPTION
 NP0763
 NP0763'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0763'1.0 MI (1.6 KM) WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY OF
 NP0763'STATE HIGHWAY 2, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A
 NP0763'GRAVELED COUNTY ROAD AND IN THE SE1/4, SEC12, T27N, R50W.  TO REACH
 NP0763'THE MARK FROM THE POST OFFICE, IN HEMINGFORD, GO WEST ON STATE
 NP0763'HIGHWAY 2 FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT.  THE DISK IS
 NP0763'SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 0.2 FT
 NP0763'(0.1 M) ABOVE THE GROUND SURFACE.  IT IS ABOUT 65 FT (19.8 M) NORTH
 NP0763'FROM THE CENTERLINE OF THE HIGHWAY, 35.0 FT (10.7 M) WEST FROM THE
 NP0763'WEST EDGE OF THE COUNTY ROAD, 47.25 FT (14.40 M) NORTHEAST FROM THE
 NP0763'NORTHWEST CORNER OF A TELEPHONE CABLE RISER POST, 3.50 FT (1.07 M)
 NP0763'SOUTH FROM A POWER POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0165 ***********************************************************************
 MN0165  DESIGNATION -  Z 344
 MN0165  PID         -  MN0165
 MN0165  STATE/COUNTY-  NE/MORRILL
 MN0165  COUNTRY     -  US
 MN0165  USGS QUAD   -  ANGORA NE (2017)
 MN0165
 MN0165                         *CURRENT SURVEY CONTROL
 MN0165  ______________________________________________________________________
 MN0165* NAD 83(1986) POSITION- 41 54 19.     (N) 103 04 06.     (W)   SCALED
 MN0165* NAVD 88 ORTHO HEIGHT -  1287.646 (meters)     4224.55  (feet) ADJUSTED
 MN0165  ______________________________________________________________________
 MN0165  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 MN0165  DYNAMIC HEIGHT  -       1286.837 (meters)     4221.90  (feet) COMP
 MN0165  MODELED GRAVITY -    979,949.6   (mgal)                       NAVD 88
 MN0165
 MN0165  VERT ORDER      -  FIRST     CLASS II
 MN0165
 MN0165.The horizontal coordinates were scaled from a map and have
 MN0165.an estimated accuracy of +/- 6 seconds.
 MN0165
 MN0165.The orthometric height was determined by differential leveling and
 MN0165.adjusted by the NATIONAL GEODETIC SURVEY
 MN0165.in June 1991.
 MN0165
 MN0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0165.GEOID18 height accuracy estimate available here.
 MN0165
 MN0165.Click photographs - Photos may exist for this station.
 MN0165
 MN0165.The dynamic height is computed by dividing the NAVD 88
 MN0165.geopotential number by the normal gravity value computed on the
 MN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0165.degrees latitude (g = 980.6199 gals.).
 MN0165
 MN0165.The modeled gravity was interpolated from observed gravity values.
 MN0165
 MN0165;                    North         East    Units  Estimated Accuracy
 MN0165;SPC NE       -   234,560.      245,540.      MT  (+/- 180 meters Scaled)
 MN0165
 MN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG602410(NAD 83)
 MN0165
 MN0165                          SUPERSEDED SURVEY CONTROL
 MN0165
 MN0165  NGVD 29 (??/??/92) 1287.014  (m)         4222.48   (f) ADJ UNCH    1 2
 MN0165
 MN0165.Superseded values are not recommended for survey control.
 MN0165
 MN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0165.See file dsdata.pdf to determine how the superseded data were derived.
 MN0165
 MN0165_MARKER: DB = BENCH MARK DISK
 MN0165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MN0165_STAMPING: Z 344 1956
 MN0165_MARK LOGO: CGS
 MN0165_PROJECTION: PROJECTING 2 CENTIMETERS
 MN0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0165_ROD/PIPE-DEPTH: 10.7 meters
 MN0165
 MN0165  HISTORY     - Date     Condition        Report By
 MN0165  HISTORY     - 1956     MONUMENTED       CGS
 MN0165  HISTORY     - 1985     GOOD             NGS
 MN0165
 MN0165                          STATION DESCRIPTION
 MN0165
 MN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0165'4.8 MI NE FROM ANGORA.
 MN0165'4.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0165'RAILROAD FROM THE STATION AT ANGORA, 26.7 FEET WEST OF THE WEST
 MN0165'RAIL, 15.8 FEET WEST OF MILEPOST 17, 2.7 FEET EAST OF A WITNESS
 MN0165'POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD
 MN0165'WHICH IS DRIVEN 35 FEET IN THE GROUND, INCASED IN A 6 INCH
 MN0165'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MN0165'SOUTHWEST 1/4 OF SECTION 1, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0165
 MN0165                          STATION RECOVERY (1985)
 MN0165
 MN0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0165'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0165'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0165'7.56 KM (4.7 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD, AT
 MN0165'MILEPOLE 17, 8.2 METERS (26.9 FT) NORTHWEST OF THE NORTHWEST RAIL,
 MN0165'53.1 METERS (174 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385,
 MN0165'32.3 METERS (106 FT) SOUTHEAST OF OLD STATE HIGHWAY 19, 29.6 METERS
 MN0165'(97 FT) EAST OF A POWER POLE AT THE EDGE OF THE OLD HIGHWAY AND
 MN0165'5.0 METERS (16.4 FT) NORTHWEST OF MILEPOLE 17.
 MN0165'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0165'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1708 ***********************************************************************
 MK1708  DESIGNATION -  Z 345
 MK1708  PID         -  MK1708
 MK1708  STATE/COUNTY-  NE/PLATTE
 MK1708  COUNTRY     -  US
 MK1708  USGS QUAD   -  TARNOV (2017)
 MK1708
 MK1708                         *CURRENT SURVEY CONTROL
 MK1708  ______________________________________________________________________
 MK1708* NAD 83(1986) POSITION- 41 35 53.     (N) 097 34 52.     (W)   SCALED
 MK1708* NAVD 88 ORTHO HEIGHT -   493.933 (meters)     1620.51  (feet) ADJUSTED
 MK1708  ______________________________________________________________________
 MK1708  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 MK1708  DYNAMIC HEIGHT  -        493.716 (meters)     1619.80  (feet) COMP
 MK1708  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 MK1708
 MK1708  VERT ORDER      -  SECOND    CLASS 0
 MK1708
 MK1708.The horizontal coordinates were scaled from a map and have
 MK1708.an estimated accuracy of +/- 6 seconds.
 MK1708
 MK1708.The orthometric height was determined by differential leveling and
 MK1708.adjusted by the NATIONAL GEODETIC SURVEY
 MK1708.in June 1991.
 MK1708
 MK1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1708.GEOID18 height accuracy estimate available here.
 MK1708
 MK1708.Click photographs - Photos may exist for this station.
 MK1708
 MK1708.The dynamic height is computed by dividing the NAVD 88
 MK1708.geopotential number by the normal gravity value computed on the
 MK1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1708.degrees latitude (g = 980.6199 gals.).
 MK1708
 MK1708.The modeled gravity was interpolated from observed gravity values.
 MK1708
 MK1708;                    North         East    Units  Estimated Accuracy
 MK1708;SPC NE       -   198,750.      701,570.      MT  (+/- 180 meters Scaled)
 MK1708
 MK1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM182061(NAD 83)
 MK1708
 MK1708                          SUPERSEDED SURVEY CONTROL
 MK1708
 MK1708  NGVD 29 (??/??/92)  493.738  (m)         1619.87   (f) ADJ UNCH    2 0
 MK1708
 MK1708.Superseded values are not recommended for survey control.
 MK1708
 MK1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1708.See file dsdata.pdf to determine how the superseded data were derived.
 MK1708
 MK1708_MARKER: DB = BENCH MARK DISK
 MK1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1708_STAMPING: Z 345 1957
 MK1708_MARK LOGO: CGS
 MK1708_PROJECTION: FLUSH
 MK1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1708+STABILITY: SURFACE MOTION
 MK1708
 MK1708  HISTORY     - Date     Condition        Report By
 MK1708  HISTORY     - 1957     MONUMENTED       CGS
 MK1708  HISTORY     - 1989     GOOD             LOCSUR
 MK1708  HISTORY     - 20201028 MARK NOT FOUND   NEGS
 MK1708
 MK1708                          STATION DESCRIPTION
 MK1708
 MK1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1708'8.5 MI NW FROM PLATTE CENTER.
 MK1708'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1708'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1708'THENCE 2.7 MILES NORTHWEST ALONG A ROAD, THENCE 2.0 MILES
 MK1708'NORTH, IN SECTION 30, T. 19 N., R. 2 W., 114 FEET WEST OF THE
 MK1708'CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER
 MK1708'LINE OF THE EAST-WEST ROAD, 118 FEET WEST-SOUTHWEST OF THE
 MK1708'CENTER OF THE INTERSECTION, 77 FEET WEST OF THE NORTHEAST
 MK1708'CORNER OF FENCE AROUND A CEMETARY, 9 FEET EAST OF THE CENTER
 MK1708'OF THE ENTRANCE TO THE CEMETARY, 1 1/2 FEET NORTH OF A FENCE
 MK1708'LINE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 MK1708'POST FLUSH WITH THE GROUND.
 MK1708
 MK1708                          STATION RECOVERY (1989)
 MK1708
 MK1708'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1708'RECOVERED IN GOOD CONDITION.
 MK1708
 MK1708                          STATION RECOVERY (2020)
 MK1708
 MK1708'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MM)
 MK1708'SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0155 ***********************************************************************
 NO0155  DESIGNATION -  Z 346
 NO0155  PID         -  NO0155
 NO0155  STATE/COUNTY-  NE/CHERRY
 NO0155  COUNTRY     -  US
 NO0155  USGS QUAD   -  KILGORE (2017)
 NO0155
 NO0155                         *CURRENT SURVEY CONTROL
 NO0155  ______________________________________________________________________
 NO0155* NAD 83(1986) POSITION- 42 55 42.     (N) 100 55 15.     (W)   SCALED
 NO0155* NAVD 88 ORTHO HEIGHT -   882.959 (meters)     2896.84  (feet) ADJUSTED
 NO0155  ______________________________________________________________________
 NO0155  GEOID HEIGHT    -        -21.059 (meters)                     GEOID18
 NO0155  DYNAMIC HEIGHT  -        882.600 (meters)     2895.66  (feet) COMP
 NO0155  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 NO0155
 NO0155  VERT ORDER      -  FIRST     CLASS II
 NO0155
 NO0155.The horizontal coordinates were scaled from a map and have
 NO0155.an estimated accuracy of +/- 6 seconds.
 NO0155
 NO0155.The orthometric height was determined by differential leveling and
 NO0155.adjusted by the NATIONAL GEODETIC SURVEY
 NO0155.in June 1991.
 NO0155
 NO0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0155.GEOID18 height accuracy estimate available here.
 NO0155
 NO0155.Click photographs - Photos may exist for this station.
 NO0155
 NO0155.The dynamic height is computed by dividing the NAVD 88
 NO0155.geopotential number by the normal gravity value computed on the
 NO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0155.degrees latitude (g = 980.6199 gals.).
 NO0155
 NO0155.The modeled gravity was interpolated from observed gravity values.
 NO0155
 NO0155;                    North         East    Units  Estimated Accuracy
 NO0155;SPC NE       -   344,060.      424,830.      MT  (+/- 180 meters Scaled)
 NO0155
 NO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN432546(NAD 83)
 NO0155
 NO0155                          SUPERSEDED SURVEY CONTROL
 NO0155
 NO0155  NGVD 29 (??/??/92)  882.630  (m)         2895.76   (f) ADJ UNCH    1 2
 NO0155
 NO0155.Superseded values are not recommended for survey control.
 NO0155
 NO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0155.See file dsdata.pdf to determine how the superseded data were derived.
 NO0155
 NO0155_MARKER: DB = BENCH MARK DISK
 NO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0155_STAMPING: Z 346 1957
 NO0155_MARK LOGO: CGS
 NO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0155+STABILITY: SURFACE MOTION
 NO0155
 NO0155  HISTORY     - Date     Condition        Report By
 NO0155  HISTORY     - 1957     MONUMENTED       CGS
 NO0155
 NO0155                          STATION DESCRIPTION
 NO0155
 NO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0155'1.8 MI E FROM KILGORE.
 NO0155'ABOUT 1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0155'FROM THE STATION AT KILGORE, IN SECTION 13, T. 34 N., R. 31 W.,
 NO0155'68 1/2 FEET WEST-NORTHWEST OF THE SECOND POLE EAST OF MILEPOST 290,
 NO0155'41 1/2 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 89 FEET NORTH-NORTHEAST
 NO0155'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET WEST OF A WHITE
 NO0155'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF
 NO0155'A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0261 ***********************************************************************
 NP0261  DESIGNATION -  Z 347
 NP0261  PID         -  NP0261
 NP0261  STATE/COUNTY-  NE/DAWES
 NP0261  COUNTRY     -  US
 NP0261  USGS QUAD   -  WHITNEY (2017)
 NP0261
 NP0261                         *CURRENT SURVEY CONTROL
 NP0261  ______________________________________________________________________
 NP0261* NAD 83(1986) POSITION- 42 45 41.01   (N) 103 17 11.15   (W)   HD_HELD1
 NP0261* NAVD 88 ORTHO HEIGHT -  1056.972 (meters)     3467.75  (feet) ADJUSTED
 NP0261  ______________________________________________________________________
 NP0261  GEOID HEIGHT    -        -17.742 (meters)                     GEOID18
 NP0261  DYNAMIC HEIGHT  -       1056.427 (meters)     3465.96  (feet) COMP
 NP0261  MODELED GRAVITY -    980,070.0   (mgal)                       NAVD 88
 NP0261
 NP0261  VERT ORDER      -  FIRST     CLASS II
 NP0261
 NP0261.The horizontal coordinates were determined by differentially corrected
 NP0261.hand held GPS observations or other comparable positioning techniques
 NP0261.and have an estimated accuracy of +/- 3 meters.
 NP0261
 NP0261.The orthometric height was determined by differential leveling and
 NP0261.adjusted by the NATIONAL GEODETIC SURVEY
 NP0261.in June 1991.
 NP0261
 NP0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0261.GEOID18 height accuracy estimate available here.
 NP0261
 NP0261.Click photographs - Photos may exist for this station.
 NP0261
 NP0261.The dynamic height is computed by dividing the NAVD 88
 NP0261.geopotential number by the normal gravity value computed on the
 NP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0261.degrees latitude (g = 980.6199 gals.).
 NP0261
 NP0261.The modeled gravity was interpolated from observed gravity values.
 NP0261
 NP0261;                    North         East    Units  Estimated Accuracy
 NP0261;SPC NE       -   330,227.2     231,078.5     MT  (+/- 3 meters HH1 GPS) 
 NP0261
 NP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4021135742(NAD 83)
 NP0261
 NP0261                          SUPERSEDED SURVEY CONTROL
 NP0261
 NP0261  NGVD 29 (??/??/92) 1056.400  (m)         3465.87   (f) ADJ UNCH    1 2
 NP0261
 NP0261.Superseded values are not recommended for survey control.
 NP0261
 NP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0261.See file dsdata.pdf to determine how the superseded data were derived.
 NP0261
 NP0261_MARKER: DB = BENCH MARK DISK
 NP0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0261_STAMPING: Z 347 1957
 NP0261_MARK LOGO: CGS
 NP0261_PROJECTION: FLUSH
 NP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0261+STABILITY: SURFACE MOTION
 NP0261
 NP0261  HISTORY     - Date     Condition        Report By
 NP0261  HISTORY     - 1957     MONUMENTED       CGS
 NP0261
 NP0261                          STATION DESCRIPTION
 NP0261
 NP0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0261'2.1 MI SW FROM WHITNEY.
 NP0261'ABOUT 2.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0261'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 11, T. 32 N.,
 NP0261'R. 51 W., 113 FEET NORTH AND ACROSS THE TRACK FROM THE THIRD POLE
 NP0261'NORTHEAST OF MILEPOST 424, 57 FEET NORTHWEST OF THE NORTHWEST
 NP0261'RAIL, 103 FEET NORTH-NORTHEAST OF THE CENTER OF A DIM ROAD
 NP0261'CROSSING, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 1/2
 NP0261'FEET NORTH OF A FENCE CORNER, 11 FEET NORTHEAST OF A BRACE POLE
 NP0261'FOR A POWER LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NP0261'POST, 1 FOOT WEST OF FENCE LINE, ABOUT 3 FEET ABOVE THE RAIL AND
 NP0261'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0246 ***********************************************************************
 NP0246  DESIGNATION -  Z 348
 NP0246  PID         -  NP0246
 NP0246  STATE/COUNTY-  NE/DAWES
 NP0246  COUNTRY     -  US
 NP0246  USGS QUAD   -  TRUNK BUTTE (2017)
 NP0246
 NP0246                         *CURRENT SURVEY CONTROL
 NP0246  ______________________________________________________________________
 NP0246* NAD 83(1995) POSITION- 42 49 41.56841(N) 103 08 22.70547(W)   ADJUSTED
 NP0246* NAD 83(1995) ELLIP HT-   989.342 (meters)        (06/27/02)   ADJUSTED
 NP0246* NAVD 88 ORTHO HEIGHT -  1007.241 (meters)     3304.59  (feet) ADJUSTED
 NP0246  ______________________________________________________________________
 NP0246  GEOID HEIGHT    -        -17.909 (meters)                     GEOID18
 NP0246  NAD 83(1995) X  - -1,065,171.140 (meters)                     COMP
 NP0246  NAD 83(1995) Y  - -4,562,997.205 (meters)                     COMP
 NP0246  NAD 83(1995) Z  -  4,314,197.708 (meters)                     COMP
 NP0246  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 NP0246  DYNAMIC HEIGHT  -       1006.740 (meters)     3302.95  (feet) COMP
 NP0246  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 NP0246
 NP0246  HORZ ORDER      -  FIRST
 NP0246  VERT ORDER      -  FIRST     CLASS II
 NP0246  ELLP ORDER      -  FOURTH    CLASS I
 NP0246
 NP0246.The horizontal coordinates were established by GPS observations
 NP0246.and adjusted by the National Geodetic Survey in August 1997.
 NP0246
 NP0246.The orthometric height was determined by differential leveling and
 NP0246.adjusted by the NATIONAL GEODETIC SURVEY
 NP0246.in June 1991.
 NP0246
 NP0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0246.GEOID18 height accuracy estimate available here.
 NP0246
 NP0246.Click photographs - Photos may exist for this station.
 NP0246
 NP0246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0246
 NP0246.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0246
 NP0246.The ellipsoidal height was determined by GPS observations
 NP0246.and is referenced to NAD 83.
 NP0246
 NP0246.The dynamic height is computed by dividing the NAVD 88
 NP0246.geopotential number by the normal gravity value computed on the
 NP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0246.degrees latitude (g = 980.6199 gals.).
 NP0246
 NP0246.The modeled gravity was interpolated from observed gravity values.
 NP0246
 NP0246. The following values were computed from the NAD 83(1995) position.
 NP0246
 NP0246;                    North         East     Units Scale Factor Converg.
 NP0246;SPC NE       -   337,198.424   243,354.112   MT  0.99992574   -2 04 50.3
 NP0246;SPC NE       - 1,106,291.83    798,404.28   sFT  0.99992574   -2 04 50.3
 NP0246;UTM  13      - 4,743,416.966   652,058.663   MT  0.99988446   +1 15 53.7
 NP0246
 NP0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0246!SPC NE       -   0.99984487  x   0.99992574  =   0.99977062
 NP0246!UTM  13      -   0.99984487  x   0.99988446  =   0.99972935
 NP0246
 NP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5205843416(NAD 83)
 NP0246
 NP0246                          SUPERSEDED SURVEY CONTROL
 NP0246
 NP0246  ELLIP H (08/18/97)  989.398  (m)                       GP(       ) 4 1
 NP0246  NAD 83(1993)-  42 49 41.56829(N)    103 08 22.70544(W) AD(       ) 1
 NP0246  ELLIP H (01/07/93)  989.580  (m)                       GP(       ) 4 2
 NP0246  NAD 83(1986)-  42 49 41.56056(N)    103 08 22.70459(W) AD(       ) 1
 NP0246  NGVD 29 (??/??/92) 1006.691  (m)         3302.79   (f) ADJ UNCH    1 2
 NP0246  NGVD 29 (02/23/90) 1007.     (m)  RAPSU86  model used  GPS OBS        
 NP0246
 NP0246.Superseded values are not recommended for survey control.
 NP0246
 NP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0246.See file dsdata.pdf to determine how the superseded data were derived.
 NP0246
 NP0246_MARKER: DB = BENCH MARK DISK
 NP0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0246_STAMPING: Z 348 1957
 NP0246_MARK LOGO: CGS
 NP0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0246+STABILITY: SURFACE MOTION
 NP0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0246+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2016
 NP0246
 NP0246  HISTORY     - Date     Condition        Report By
 NP0246  HISTORY     - 1957     MONUMENTED       CGS
 NP0246  HISTORY     - 19890811 GOOD             NGS
 NP0246  HISTORY     - 20161208 GOOD             COMPDA
 NP0246
 NP0246                          STATION DESCRIPTION
 NP0246
 NP0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0246'7 MI NE FROM WHITNEY.
 NP0246'ABOUT 7.05 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0246'RAILWAY FROM THE STATION AT WHITNEY, 7.3 FEET WEST ALONG U.S.
 NP0246'HIGHWAY 20 FROM THE POST OFFICE AT CHADRON, IN SECTION 19,
 NP0246'T. 33 N., R. 49 W., AT A PRIVATE ROAD CROSSING, 35 FEET
 NP0246'EAST-NORTHEAST OF THE EIGHTH POLE NORTHEAST OF MILEPOST 415,
 NP0246'48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 79 FEET SOUTH OF THE
 NP0246'CENTER OF THE CROSSING, 64 FEET SOUTHWEST OF THE CENTER OF A
 NP0246'GATE ACROSS THE ROAD, 69 FEET EAST OF THE EAST CORNER OF A
 NP0246'BRIDGE, 2 FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A
 NP0246'WHITE WOODEN WITNESS POST, 2 FEET LOWER THAN THE RAIL AND IN
 NP0246'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0246
 NP0246                          STATION RECOVERY (1989)
 NP0246
 NP0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0246'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST OF CHADRON, 9 KM
 NP0246'(5.60 MI) NORTHEAST OF WHITNEY AND 0.8 KM (0.50 MI) NORTHWEST OF OLD
 NP0246'US HIGHWAY 20.  OWNERSHIP--CHICAGO AND NORTHWESTERN RAILWAY.
 NP0246'TO REACH THE STATION FROM THE US POST OFFICE IN CHADRON, GO WESTERLY
 NP0246'ALONG US HIGHWAY 20 FOR 6.60 KM (4.10 MI) TO A PAVED ROAD RIGHT, JUST
 NP0246'PAST A BRIDGE OVER CHADRON CREEK.  TURN RIGHT AND CONTINUE WESTERLY ON
 NP0246'AN OLD HIGHWAY FOR 4.8 KM (3.00 MI) TO A SAND ROAD RIGHT.  TURN RIGHT
 NP0246'AND GO ABOUT 50 M (164.0 FT) THEN BEAR LEFT PASSING THROUGH A GATE
 NP0246'THEN CONTINUE WEST ON A PRIVATE ROAD THROUGH A PASTURE FOR 0.65 KM
 NP0246'(0.40 MI) TO A GATE AND THE STATION ON THE LEFT NEAR THE RIGHT-OF-WAY
 NP0246'FENCE OF THE RAILROAD.
 NP0246'THE STATION MARK IS SET 19.7 M (64.6 FT) SOUTH-SOUTHWEST FROM THE
 NP0246'APPORXIMATE CENTERLINE OF THE ROAD, 14.65 M (48.1 FT) EAST-SOUTHEAST
 NP0246'FROM THE SOUTH RAIL OF THE RAILROAD TRACK, 21.3 M (69.9 FT) EAST OF
 NP0246'THE EAST CORNER OF A RAILWAY BRIDGE, 23.8 M (78.1 FT) SOUTH OF THE
 NP0246'APPORXIMATE CENTER OF THE RAILROAD CROSSING AND 0.75 M (2.5 FT)
 NP0246'NORTH-NORTHWEST OF A RIGHT-OF-WAY POST AND PROJECTS ABOUT 12 CM ABOVE
 NP0246'THE SURFACE.
 NP0246'DESCRIBED BY R.D.BALL.
 NP0246
 NP0246                          STATION RECOVERY (2016)
 NP0246
 NP0246'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 NP0246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0280 ***********************************************************************
 NP0280  DESIGNATION -  Z 349
 NP0280  PID         -  NP0280
 NP0280  STATE/COUNTY-  NE/DAWES
 NP0280  COUNTRY     -  US
 NP0280  USGS QUAD   -  HORN (2017)
 NP0280
 NP0280                         *CURRENT SURVEY CONTROL
 NP0280  ______________________________________________________________________
 NP0280* NAD 83(1986) POSITION- 42 47 48.     (N) 103 28 00.     (W)   SCALED
 NP0280* NAVD 88 ORTHO HEIGHT -  1115.821 (meters)     3660.82  (feet) ADJUSTED
 NP0280  ______________________________________________________________________
 NP0280  GEOID HEIGHT    -        -17.168 (meters)                     GEOID18
 NP0280  DYNAMIC HEIGHT  -       1115.250 (meters)     3658.95  (feet) COMP
 NP0280  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 NP0280
 NP0280  VERT ORDER      -  FIRST     CLASS II
 NP0280
 NP0280.The horizontal coordinates were scaled from a map and have
 NP0280.an estimated accuracy of +/- 6 seconds.
 NP0280
 NP0280.The orthometric height was determined by differential leveling and
 NP0280.adjusted by the NATIONAL GEODETIC SURVEY
 NP0280.in June 1991.
 NP0280
 NP0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0280.GEOID18 height accuracy estimate available here.
 NP0280
 NP0280.Click photographs - Photos may exist for this station.
 NP0280
 NP0280.The dynamic height is computed by dividing the NAVD 88
 NP0280.geopotential number by the normal gravity value computed on the
 NP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0280.degrees latitude (g = 980.6199 gals.).
 NP0280
 NP0280.The modeled gravity was interpolated from observed gravity values.
 NP0280
 NP0280;                    North         East    Units  Estimated Accuracy
 NP0280;SPC NE       -   334,720.      216,500.      MT  (+/- 180 meters Scaled)
 NP0280
 NP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH253393(NAD 83)
 NP0280
 NP0280                          SUPERSEDED SURVEY CONTROL
 NP0280
 NP0280  NGVD 29 (??/??/92) 1115.233  (m)         3658.89   (f) ADJ UNCH    1 2
 NP0280
 NP0280.Superseded values are not recommended for survey control.
 NP0280
 NP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0280.See file dsdata.pdf to determine how the superseded data were derived.
 NP0280
 NP0280_MARKER: DB = BENCH MARK DISK
 NP0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0280_SP_SET: BRIDGE ABUTMENT
 NP0280_STAMPING: Z 349 1957
 NP0280_MARK LOGO: CGS
 NP0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0280
 NP0280  HISTORY     - Date     Condition        Report By
 NP0280  HISTORY     - 1957     MONUMENTED       CGS
 NP0280  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0280
 NP0280                          STATION DESCRIPTION
 NP0280
 NP0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0280'8.2 MI NW FROM CRAWFORD.
 NP0280'ABOUT 8.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0280'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 32,
 NP0280'T. 33 N., R. 52 W., 3 POLES NORTHWEST OF MILEPOST 431, 6 FEET
 NP0280'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT LOWER THAN THE RAIL AND
 NP0280'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF
 NP0280'BRIDGE 431.06 OVER SAND CREEK.
 NP0280
 NP0280                          STATION RECOVERY (1985)
 NP0280
 NP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0280'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0832 ***********************************************************************
 NN0832  DESIGNATION -  Z 35 RESET
 NN0832  PID         -  NN0832
 NN0832  STATE/COUNTY-  NE/KEYA PAHA
 NN0832  COUNTRY     -  US
 NN0832  USGS QUAD   -  SPRINGVIEW (2017)
 NN0832
 NN0832                         *CURRENT SURVEY CONTROL
 NN0832  ______________________________________________________________________
 NN0832* NAD 83(1986) POSITION- 42 47 44.80   (N) 099 43 45.42   (W)   HD_HELD1
 NN0832* NAVD 88 ORTHO HEIGHT -   747.13  (meters)     2451.2   (feet) RESET
 NN0832  ______________________________________________________________________
 NN0832  GEOID HEIGHT    -        -23.533 (meters)                     GEOID18
 NN0832  VERT ORDER      -  THIRD
 NN0832
 NN0832.The horizontal coordinates were determined by differentially corrected
 NN0832.hand held GPS observations or other comparable positioning techniques
 NN0832.and have an estimated accuracy of +/- 3 meters.
 NN0832
 NN0832.The orthometric height was computed from unverified reset data.
 NN0832
 NN0832.No vertical observational check was made to the station.
 NN0832
 NN0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0832.GEOID18 height accuracy estimate available here.
 NN0832
 NN0832.Click photographs - Photos may exist for this station.
 NN0832
 NN0832;                    North         East    Units  Estimated Accuracy
 NN0832;SPC NE       -   328,969.7     522,145.5     MT  (+/- 3 meters HH1 GPS) 
 NN0832
 NN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4036038394(NAD 83)
 NN0832
 NN0832                          SUPERSEDED SURVEY CONTROL
 NN0832
 NN0832  NGVD 29 (01/31/13)  746.86   (m)         2450.3    (f) RESET       3  
 NN0832
 NN0832.Superseded values are not recommended for survey control.
 NN0832
 NN0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0832.See file dsdata.pdf to determine how the superseded data were derived.
 NN0832
 NN0832_MARKER: DV = VERTICAL CONTROL DISK
 NN0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0832_STAMPING: Z 35 RESET 1990
 NN0832_MARK LOGO: NGS
 NN0832_PROJECTION: FLUSH
 NN0832_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NN0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0832+STABILITY: SURFACE MOTION
 NN0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0832+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2021
 NN0832
 NN0832  HISTORY     - Date     Condition        Report By
 NN0832  HISTORY     - 1990     MONUMENTED       NEDR
 NN0832  HISTORY     - 20200305 GOOD             NEGS
 NN0832  HISTORY     - 20211029 GOOD             NEGS
 NN0832
 NN0832                          STATION DESCRIPTION
 NN0832
 NN0832'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 NN0832'LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHEAST FROM SPRINGVIEW, ON THE
 NN0832'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 7 AND IN SEC 30, T33N, R21W.  TO
 NN0832'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S.
 NN0832'HIGHWAY 183, IN SPRINGVIEW, GO SOUTH ON HIGHWAY 183 FOR 2.0 MI (3.2
 NN0832'KM) TO STATE HIGHWAY 7.  TURN LEFT AND GO EAST ON HIGHWAY 7 FOR 1.0
 NN0832'MI (1.6 KM) TO A COUNTY ROAD AND THE BENCH MARK ON THE LEFT, IN THE
 NN0832'NORTHWEST ANGLE OF THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF
 NN0832'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 152.5
 NN0832'FT (46.5 M) NORTHWEST FROM A SECTION CORNER MARK IN THE CENTER OF THE
 NN0832'ROAD INTERSECTION, 140.0 FT (42.7 M) NORTH FROM THE CENTERLINE OF THE
 NN0832'HIGHWAY, 73.0 FT (22.3 M) SOUTHWEST FROM A FENCE CORNER POST, 66.0 FT
 NN0832'(20.1 M) NORTHEAST FROM A FENCE CORNER POST, 61.0 FT (18.6 M) WEST OF
 NN0832'THE CENTERLINE OF THE COUNTY ROAD AND 2.4 FT (0.7 M) SOUTHEAST OF A
 NN0832'FENCE AND A WITNESS POST.
 NN0832
 NN0832                          STATION RECOVERY (2020)
 NN0832
 NN0832'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (JH)
 NN0832'TO REACH FROM THE JUNCTION OF US HIGHWAY 183 AND NEBRASKA HIGHWAY 7, 2
 NN0832'MI (3.2 KM) SOUTH OF SPRINGVIEW, GO EAST ON NEBRASKA HIGHWAY 7
 NN0832'APPROXIMATELY 1.0 MI (1.6 KM) TO THE INTERSECTION OF NEBRASKA HIGHWAY
 NN0832'7 AND A COUNTY ROAD AND THE MARK IS IN THE NORTHWEST CORNER OF THE
 NN0832'INTERSECTION.
 NN0832'
 NN0832'IT IS 152.5 FT (46.5 M) NORTHWEST FROM A SECTION CORNER MARK IN THE
 NN0832'CENTER OF THE ROAD INTERSECTION, 73.0 FT (22.3 M) SOUTHWEST FROM A
 NN0832'FENCE CORNER POST, 66.0 FT (20.1 M) NORTHEAST FROM A FENCE CORNER
 NN0832'POST, 2.4 FT (0.7 M) SOUTHEAST OF A FENCE AND A WITNESS POST.  THE
 NN0832'MARK IS ALSO NEAR MILE POST 85+66 FOR HIGHWAY 7.
 NN0832
 NN0832                          STATION RECOVERY (2021)
 NN0832
 NN0832'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (PS)
 NN0832'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND NE. HIGHWAY 7
 NN0832'APPROXIMATELY 2 MI (3.2 KM) SOUTH OF SPRINGVIEW, NE., GO EAST ON NE.
 NN0832'HIGHWAY 7 APPROXIMATELY 1.0 MI (1.6 KM) TO THE INTERSECTION OF NE.
 NN0832'HIGHWAY 7 AND A 438TH AVENUE.  HE MARK IS IN THE NORTHWEST CORNER OF
 NN0832'THE INTERSECTION AT MILE POST 85.66.  THE MARK IS 152.5 FT (46.5 M)
 NN0832'NORTHWEST OF A SECTION CORNER MARK IN THE CENTER OF THE INTERSECTION,
 NN0832'73.0 FT (22.3 M) SOUTHWEST OF A CORNER FENCE POST, 66.0 FT (20.1 M)
 NN0832'NORTHEAST OF A CORNER FENCE POST, 2.4 FT (0.7 M) SOUTHEAST OF A FENCE
 NN0832'AND A WITNESS POST, 140.0 FT (42.7 M) NORTH OF THE CENTERLINE OF NE.
 NN0832'HIGHWAY 7 AND 61.0 FT (18.6 M) WEST OF THE CENTERLINE OF CO. ROAD
 NN0832'438TH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0005 ***********************************************************************
 NP0005  DESIGNATION -  Z 350
 NP0005  PID         -  NP0005
 NP0005  STATE/COUNTY-  NE/CHERRY
 NP0005  COUNTRY     -  US
 NP0005  USGS QUAD   -  GORDON SE (2017)
 NP0005
 NP0005                         *CURRENT SURVEY CONTROL
 NP0005  ______________________________________________________________________
 NP0005* NAD 83(1986) POSITION- 42 50 27.     (N) 102 04 08.     (W)   SCALED
 NP0005* NAVD 88 ORTHO HEIGHT -  1089.091 (meters)     3573.13  (feet) ADJUSTED
 NP0005  ______________________________________________________________________
 NP0005  GEOID HEIGHT    -        -18.680 (meters)                     GEOID18
 NP0005  DYNAMIC HEIGHT  -       1088.575 (meters)     3571.43  (feet) COMP
 NP0005  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 NP0005
 NP0005  VERT ORDER      -  FIRST     CLASS II
 NP0005
 NP0005.The horizontal coordinates were scaled from a map and have
 NP0005.an estimated accuracy of +/- 6 seconds.
 NP0005
 NP0005.The orthometric height was determined by differential leveling and
 NP0005.adjusted by the NATIONAL GEODETIC SURVEY
 NP0005.in June 1991.
 NP0005
 NP0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0005.GEOID18 height accuracy estimate available here.
 NP0005
 NP0005.Click photographs - Photos may exist for this station.
 NP0005
 NP0005.The dynamic height is computed by dividing the NAVD 88
 NP0005.geopotential number by the normal gravity value computed on the
 NP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0005.degrees latitude (g = 980.6199 gals.).
 NP0005
 NP0005.The modeled gravity was interpolated from observed gravity values.
 NP0005
 NP0005;                    North         East    Units  Estimated Accuracy
 NP0005;SPC NE       -   335,960.      330,890.      MT  (+/- 180 meters Scaled)
 NP0005
 NP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH395473(NAD 83)
 NP0005
 NP0005                          SUPERSEDED SURVEY CONTROL
 NP0005
 NP0005  NGVD 29 (??/??/92) 1088.613  (m)         3571.56   (f) ADJ UNCH    1 2
 NP0005
 NP0005.Superseded values are not recommended for survey control.
 NP0005
 NP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0005.See file dsdata.pdf to determine how the superseded data were derived.
 NP0005
 NP0005_MARKER: DB = BENCH MARK DISK
 NP0005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0005_SP_SET: CULVERT HEADWALL
 NP0005_STAMPING: Z 350 1957
 NP0005_MARK LOGO: CGS
 NP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0005+STABILITY: SURFACE MOTION
 NP0005
 NP0005  HISTORY     - Date     Condition        Report By
 NP0005  HISTORY     - 1957     MONUMENTED       CGS
 NP0005
 NP0005                          STATION DESCRIPTION
 NP0005
 NP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0005'7 MI NE FROM GORDON.
 NP0005'ABOUT 7.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0005'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W., AND
 NP0005'IN THE NORTHEAST QUARTER OF SECTION 18., 1.0 MILES NORTHEAST OF
 NP0005'THE CHERRY-SHERIDAN COUNTY LINE, 9 RAILS SOUTHWEST OF THE CENTER
 NP0005'LINE OF A ROAD CROSSING, AT A STONE CULVERT UNDER THE RAILROAD,
 NP0005'SET IN THE TOP AND CENTER OF THE SOUTHEAST STONE HEAD WALL OF
 NP0005'THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0196 ***********************************************************************
 NP0196  DESIGNATION -  Z 351 RESET
 NP0196  PID         -  NP0196
 NP0196  STATE/COUNTY-  NE/SHERIDAN
 NP0196  COUNTRY     -  US
 NP0196  USGS QUAD   -  HAY SPRINGS NE (2017)
 NP0196
 NP0196                         *CURRENT SURVEY CONTROL
 NP0196  ______________________________________________________________________
 NP0196* NAD 83(1986) POSITION- 42 41 54.     (N) 102 36 21.     (W)   SCALED
 NP0196* NAVD 88 ORTHO HEIGHT -  1157.97  (meters)     3799.1   (feet) RESET
 NP0196  ______________________________________________________________________
 NP0196  GEOID HEIGHT    -        -18.051 (meters)                     GEOID18
 NP0196  VERT ORDER      -  THIRD
 NP0196
 NP0196.The horizontal coordinates were scaled from a map and have
 NP0196.an estimated accuracy of +/- 6 seconds.
 NP0196
 NP0196.The orthometric height was computed from unverified reset data.
 NP0196
 NP0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0196.GEOID18 height accuracy estimate available here.
 NP0196
 NP0196.Click photographs - Photos may exist for this station.
 NP0196
 NP0196;                    North         East    Units  Estimated Accuracy
 NP0196;SPC NE       -   321,330.      286,540.      MT  (+/- 180 meters Scaled)
 NP0196
 NP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH961300(NAD 83)
 NP0196
 NP0196                          SUPERSEDED SURVEY CONTROL
 NP0196
 NP0196  NGVD 29 (??/??/??) 1157.43   (m)         3797.3    (f) RESET       3  
 NP0196
 NP0196.Superseded values are not recommended for survey control.
 NP0196
 NP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0196.See file dsdata.pdf to determine how the superseded data were derived.
 NP0196
 NP0196_MARKER: DB = BENCH MARK DISK
 NP0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0196_STAMPING: Z 351 RESET 1963
 NP0196_MARK LOGO: CGS
 NP0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0196+STABILITY: SURFACE MOTION
 NP0196
 NP0196  HISTORY     - Date     Condition        Report By
 NP0196  HISTORY     - 1963     MONUMENTED       NEDR
 NP0196
 NP0196                          STATION DESCRIPTION
 NP0196
 NP0196'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 NP0196'4.6 MI NE FROM HAY SPRINGS.
 NP0196'ABOUT 4.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0196'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T 31 N, R 45 W,
 NP0196'SECTION 4, 13 FEET SOUTH OF CENTERLINE OF RAILROAD TRACKS, 87 FEET
 NP0196'NORTH OF CENTERLINE OF U.S. HIGHWAY 20, AND SET IN THE TOP OF A
 NP0196'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0311 ***********************************************************************
 NO0311  DESIGNATION -  Z 352
 NO0311  PID         -  NO0311
 NO0311  STATE/COUNTY-  NE/CHERRY
 NO0311  COUNTRY     -  US
 NO0311  USGS QUAD   -  MERRIMAN (2017)
 NO0311
 NO0311                         *CURRENT SURVEY CONTROL
 NO0311  ______________________________________________________________________
 NO0311* NAD 83(1986) POSITION- 42 55 36.19   (N) 101 39 32.37   (W)   HD_HELD1
 NO0311* NAVD 88 ORTHO HEIGHT -   986.545 (meters)     3236.69  (feet) ADJUSTED
 NO0311  ______________________________________________________________________
 NO0311  GEOID HEIGHT    -        -19.397 (meters)                     GEOID18
 NO0311  DYNAMIC HEIGHT  -        986.119 (meters)     3235.29  (feet) COMP
 NO0311  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 NO0311
 NO0311  VERT ORDER      -  FIRST     CLASS II
 NO0311
 NO0311.The horizontal coordinates were determined by differentially corrected
 NO0311.hand held GPS observations or other comparable positioning techniques
 NO0311.and have an estimated accuracy of +/- 3 meters.
 NO0311
 NO0311.The orthometric height was determined by differential leveling and
 NO0311.adjusted by the NATIONAL GEODETIC SURVEY
 NO0311.in June 1991.
 NO0311
 NO0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0311.GEOID18 height accuracy estimate available here.
 NO0311
 NO0311.Click photographs - Photos may exist for this station.
 NO0311
 NO0311.The dynamic height is computed by dividing the NAVD 88
 NO0311.geopotential number by the normal gravity value computed on the
 NO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0311.degrees latitude (g = 980.6199 gals.).
 NO0311
 NO0311.The modeled gravity was interpolated from observed gravity values.
 NO0311
 NO0311;                    North         East    Units  Estimated Accuracy
 NO0311;SPC NE       -   344,779.8     364,576.3     MT  (+/- 3 meters HH1 GPS) 
 NO0311
 NO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8300656107(NAD 83)
 NO0311
 NO0311                          SUPERSEDED SURVEY CONTROL
 NO0311
 NO0311  NGVD 29 (??/??/92)  986.134  (m)         3235.34   (f) ADJ UNCH    1 2
 NO0311
 NO0311.Superseded values are not recommended for survey control.
 NO0311
 NO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0311.See file dsdata.pdf to determine how the superseded data were derived.
 NO0311
 NO0311_MARKER: DB = BENCH MARK DISK
 NO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0311_STAMPING: Z 352 1957
 NO0311_MARK LOGO: CGS
 NO0311_PROJECTION: PROJECTING 20 CENTIMETERS
 NO0311_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0311+STABILITY: SURFACE MOTION
 NO0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0311+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2021
 NO0311
 NO0311  HISTORY     - Date     Condition        Report By
 NO0311  HISTORY     - 1957     MONUMENTED       CGS
 NO0311  HISTORY     - 19991006 GOOD             NGS
 NO0311  HISTORY     - 20180214 GOOD             NEGS
 NO0311  HISTORY     - 20210121 GOOD             NEGS
 NO0311
 NO0311                          STATION DESCRIPTION
 NO0311
 NO0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0311'2.2 MI E FROM MERRIMAN.
 NO0311'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0311'FROM THE STATION AT MERRIMAN, IN SECTION 15, T. 34 N., R. 37 W.,
 NO0311'93 FEET EAST-SOUTHEAST AND ACROSS A RANCH ROAD FROM THE 4TH POLE
 NO0311'EAST OF MILEPOST 330, 52 FEET SOUTH OF THE SOUTH RAIL, 37 FEET
 NO0311'EAST OF THE CENTER LINE OF THE RANCH ROAD, 70 FEET SOUTHEAST OF
 NO0311'THE CENTER OF THE CROSSING, 136 FEET SOUTHEAST AND ACROSS THE
 NO0311'TRACK FROM A T FENCE CORNER, 14 FEET EAST OF A FENCE CORNER, 2
 NO0311'FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 NO0311'POST, 1 FOOT BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0311'WHICH PROJECTS 8 INCHES.
 NO0311
 NO0311                          STATION RECOVERY (1999)
 NO0311
 NO0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0311'3.5 KM (2.15 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0311'IN MERRIMAN, 54.7 M (179.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.5 M
 NO0311'(54.1 FT) SOUTH OF THE CENTER OF RAILROAD GRADE (TRACK REMOVED) , 11.2
 NO0311'M (36.7 FT) EAST OF THE CENTER OF A TRACK ROAD, 4.0 M (13.1 FT) EAST
 NO0311'OF A FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 NO0311'M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 NO0311'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 NO0311'OWNED BY THE NEBKOTA RAILROAD, CONTACT--GEORGE LAPRAY, 111 NORTH MAIN
 NO0311'STREET, CHADRON, NE 69337, TELEPHONE NUMBER (308) 432-2487.
 NO0311
 NO0311                          STATION RECOVERY (2018)
 NO0311
 NO0311'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (MH)
 NO0311'TO REACH FROM THE EAST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NO0311'61 IN MERRIMAN, GO EAST ON U.S. 20 FOR 2.18 MI (3.51 KM) TO MILE POST
 NO0311'138.01 AND A PASTURE DRIVE ON THE LEFT (NORTH).  TURN LEFT ONTO
 NO0311'PASTURE DRIVE AND GO APPROXIMATELY 175 FT (53.3 M) TO THE STATION ON
 NO0311'THE RIGHT.
 NO0311'
 NO0311'THE MONUMENT IS 179.5 FT (54.7 M) NORTH OF THE CENTERLINE OF U.S.
 NO0311'HIGHWAY 20, 36.7 FT (11.2 M) EAST OF THE CENTERLINE OF THE PASTURE
 NO0311'DRIVE, 13.1 FT (4.0 M) EAST OF A CORNER FENCE POST, 54.1 FT (16.5 M)
 NO0311'SOUTH OF THE CENTERLINE OF AN ABANDONED RAILROAD GRADE AND 1.6 FT (0.5
 NO0311'M) NORTH OF A WITNESS POST IN AN EAST-WEST FENCE LINE.  A RAILROAD
 NO0311'SPIKE HAS ALSO BETWEEN SET BESIDE THE MONUMENT.
 NO0311
 NO0311                          STATION RECOVERY (2021)
 NO0311
 NO0311'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2021 (BO)
 NO0311'THE 2018 STATION RECOVERY IS STILL USEABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0478 ***********************************************************************
 NP0478  DESIGNATION -  Z 353
 NP0478  PID         -  NP0478
 NP0478  STATE/COUNTY-  NE/SIOUX
 NP0478  COUNTRY     -  US
 NP0478  USGS QUAD   -  ORELLA (2017)
 NP0478
 NP0478                         *CURRENT SURVEY CONTROL
 NP0478  ______________________________________________________________________
 NP0478* NAD 83(1986) POSITION- 42 52 37.     (N) 103 34 34.     (W)   SCALED
 NP0478* NAVD 88 ORTHO HEIGHT -  1152.246 (meters)     3780.33  (feet) ADJUSTED
 NP0478  ______________________________________________________________________
 NP0478  GEOID HEIGHT    -        -16.598 (meters)                     GEOID18
 NP0478  DYNAMIC HEIGHT  -       1151.667 (meters)     3778.43  (feet) COMP
 NP0478  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 NP0478
 NP0478  VERT ORDER      -  FIRST     CLASS II
 NP0478
 NP0478.The horizontal coordinates were scaled from a map and have
 NP0478.an estimated accuracy of +/- 6 seconds.
 NP0478
 NP0478.The orthometric height was determined by differential leveling and
 NP0478.adjusted by the NATIONAL GEODETIC SURVEY
 NP0478.in June 1991.
 NP0478
 NP0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0478.GEOID18 height accuracy estimate available here.
 NP0478
 NP0478.Click photographs - Photos may exist for this station.
 NP0478
 NP0478.The dynamic height is computed by dividing the NAVD 88
 NP0478.geopotential number by the normal gravity value computed on the
 NP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0478.degrees latitude (g = 980.6199 gals.).
 NP0478
 NP0478.The modeled gravity was interpolated from observed gravity values.
 NP0478
 NP0478;                    North         East    Units  Estimated Accuracy
 NP0478;SPC NE       -   343,990.      207,920.      MT  (+/- 180 meters Scaled)
 NP0478
 NP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH162481(NAD 83)
 NP0478
 NP0478                          SUPERSEDED SURVEY CONTROL
 NP0478
 NP0478  NGVD 29 (??/??/92) 1151.634  (m)         3778.32   (f) ADJ UNCH    1 2
 NP0478
 NP0478.Superseded values are not recommended for survey control.
 NP0478
 NP0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0478.See file dsdata.pdf to determine how the superseded data were derived.
 NP0478
 NP0478_MARKER: DB = BENCH MARK DISK
 NP0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0478_SP_SET: CULVERT HEADWALL
 NP0478_STAMPING: Z 353 1957
 NP0478_MARK LOGO: CGS
 NP0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0478+STABILITY: SURFACE MOTION
 NP0478
 NP0478  HISTORY     - Date     Condition        Report By
 NP0478  HISTORY     - 1957     MONUMENTED       CGS
 NP0478  HISTORY     - 1985     GOOD             NGS
 NP0478
 NP0478                          STATION DESCRIPTION
 NP0478
 NP0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0478'16 MI NW FROM CRAWFORD.
 NP0478'ABOUT 16.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0478'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 33, T.
 NP0478'34 N., R. 53 W., 2 1/2 POLES SOUTHEAST OF MILEPOST 439, 14 1/2
 NP0478'RAILS NORTHWEST OF A FARM ROAD CROSSING, 1.0 MILE SOUTH OF THE
 NP0478'STATION SIGN AT ORELLA, 12 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NP0478'3 FEET LOWER THAN THE RAIL AND IN THE TOP OF THE NORTHWEST END
 NP0478'OF THE NORTHEAST HEAD WALL OF A 6 X 10-FOOT CONCRETE CULVERT.
 NP0478
 NP0478                          STATION RECOVERY (1985)
 NP0478
 NP0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0478'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0478'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0478'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0478'HIGHWAY 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE
 NP0478'3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (O.1 MI)
 NP0478'EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD
 NP0478'CROSSING, THENCE 19.0 KM (11.75 MI) NORTH-NORTHWEST ALONG THE
 NP0478'NORTHEAST SIDE OF THE TRACKS, ALSO 1.6 KM (1.0 MI) SOUTH OF THE
 NP0478'RAILROAD STATION SIGN AT ORELLA, IN TOP OF THE NORTHWEST END OF THE
 NP0478'NORTHEAST HEADWALL OF A 6 BY 10 FOOT CULVERT UNDER THE TRACKS.  3.7
 NP0478'METERS (12 FT) NORTHEAST OF THE NORTHEAST RAIL.
 NP0478'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0303 ***********************************************************************
 NN0303  DESIGNATION -  Z 36
 NN0303  PID         -  NN0303
 NN0303  STATE/COUNTY-  NE/BOYD
 NN0303  COUNTRY     -  US
 NN0303  USGS QUAD   -  BRISTOW (2017)
 NN0303
 NN0303                         *CURRENT SURVEY CONTROL
 NN0303  ______________________________________________________________________
 NN0303* NAD 83(1986) POSITION- 42 49 50.     (N) 098 30 22.     (W)   SCALED
 NN0303* NAVD 88 ORTHO HEIGHT -   432.367 (meters)     1418.52  (feet) POSTED
 NN0303  ______________________________________________________________________
 NN0303  GEOID HEIGHT    -        -25.840 (meters)                     GEOID18
 NN0303  DYNAMIC HEIGHT  -        432.21  (meters)     1418.0   (feet) COMP
 NN0303  MODELED GRAVITY -    980,242.7   (mgal)                       NAVD 88
 NN0303
 NN0303  VERT ORDER      -  * POSTED, SEE BELOW
 NN0303
 NN0303.The horizontal coordinates were scaled from a map and have
 NN0303.an estimated accuracy of +/- 6 seconds.
 NN0303
 NN0303.The orthometric height was determined by differential leveling
 NN0303.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NN0303
 NN0303.* This is a POSTED BENCH MARK height.
 NN0303
 NN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0303.GEOID18 height accuracy estimate available here.
 NN0303
 NN0303.Click photographs - Photos may exist for this station.
 NN0303
 NN0303.The dynamic height is computed by dividing the NAVD 88
 NN0303.geopotential number by the normal gravity value computed on the
 NN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0303.degrees latitude (g = 980.6199 gals.).
 NN0303
 NN0303.The modeled gravity was interpolated from observed gravity values.
 NN0303
 NN0303;                    North         East    Units  Estimated Accuracy
 NN0303;SPC NE       -   333,850.      622,130.      MT  (+/- 180 meters Scaled)
 NN0303
 NN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN403421(NAD 83)
 NN0303
 NN0303                          SUPERSEDED SURVEY CONTROL
 NN0303
 NN0303  NGVD 29 (??/??/92)  432.081  (m)         1417.59   (f) ADJ UNCH    2 0
 NN0303
 NN0303.Superseded values are not recommended for survey control.
 NN0303
 NN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0303.See file dsdata.pdf to determine how the superseded data were derived.
 NN0303
 NN0303_MARKER: DB = BENCH MARK DISK
 NN0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0303_STAMPING: Z 36 1934
 NN0303_MARK LOGO: CGS
 NN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0303+STABILITY: SURFACE MOTION
 NN0303
 NN0303  HISTORY     - Date     Condition        Report By
 NN0303  HISTORY     - 1934     MONUMENTED       CGS
 NN0303  HISTORY     - 1950     MARK NOT FOUND   USGS
 NN0303
 NN0303                          STATION DESCRIPTION
 NN0303
 NN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0303'1.9 MI W FROM LYNCH.
 NN0303'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0303'FROM THE STATION AT LYNCH, BOYD COUNTY, 4 POLES WEST OF MILEPOST
 NN0303'90, 51 YARDS WEST OF TRESTLE F 209, AT A ROAD CROSSING, 49.9
 NN0303'FEET NORTH OF THE NORTH RAIL, 32 FEET WEST OF THE CENTER LINE
 NN0303'OF THE ROAD, AND 3 FEET NORTHEAST OF A FENCE CORNER.  A
 NN0303'STANDARD DISK, STAMPED Z 36 1934 AND SET IN THE TOP OF A CONCRETE
 NN0303'POST PROJECTING 2 INCHES ABOVE GROUND.
 NN0303
 NN0303                          STATION RECOVERY (1950)
 NN0303
 NN0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NN0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0057 ***********************************************************************
 LG0057  DESIGNATION -  Z 363
 LG0057  PID         -  LG0057
 LG0057  STATE/COUNTY-  NE/CASS
 LG0057  COUNTRY     -  US
 LG0057  USGS QUAD   -  ELMWOOD (2017)
 LG0057
 LG0057                         *CURRENT SURVEY CONTROL
 LG0057  ______________________________________________________________________
 LG0057* NAD 83(1986) POSITION- 40 48 46.     (N) 096 19 39.     (W)   SCALED
 LG0057* NAVD 88 ORTHO HEIGHT -   401.919 (meters)     1318.63  (feet) ADJUSTED
 LG0057  ______________________________________________________________________
 LG0057  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 LG0057  DYNAMIC HEIGHT  -        401.749 (meters)     1318.07  (feet) COMP
 LG0057  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 LG0057
 LG0057  VERT ORDER      -  SECOND    CLASS 0
 LG0057
 LG0057.The horizontal coordinates were scaled from a map and have
 LG0057.an estimated accuracy of +/- 6 seconds.
 LG0057
 LG0057.The orthometric height was determined by differential leveling and
 LG0057.adjusted by the NATIONAL GEODETIC SURVEY
 LG0057.in June 1991.
 LG0057
 LG0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0057.GEOID18 height accuracy estimate available here.
 LG0057
 LG0057.Click photographs - Photos may exist for this station.
 LG0057
 LG0057.The dynamic height is computed by dividing the NAVD 88
 LG0057.geopotential number by the normal gravity value computed on the
 LG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0057.degrees latitude (g = 980.6199 gals.).
 LG0057
 LG0057.The modeled gravity was interpolated from observed gravity values.
 LG0057
 LG0057;                    North         East    Units  Estimated Accuracy
 LG0057;SPC NE       -   115,320.      809,680.      MT  (+/- 180 meters Scaled)
 LG0057
 LG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL254214(NAD 83)
 LG0057
 LG0057                          SUPERSEDED SURVEY CONTROL
 LG0057
 LG0057  NGVD 29 (??/??/92)  401.825  (m)         1318.32   (f) ADJ UNCH    2 0
 LG0057
 LG0057.Superseded values are not recommended for survey control.
 LG0057
 LG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0057.See file dsdata.pdf to determine how the superseded data were derived.
 LG0057
 LG0057_MARKER: DB = BENCH MARK DISK
 LG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0057_STAMPING: Z 363 1961
 LG0057_MARK LOGO: CGS
 LG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0057+STABILITY: SURFACE MOTION
 LG0057
 LG0057  HISTORY     - Date     Condition        Report By
 LG0057  HISTORY     - 1961     MONUMENTED       CGS
 LG0057
 LG0057                          STATION DESCRIPTION
 LG0057
 LG0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0057'5.4 MI E FROM EAGLE.
 LG0057'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT EAGLE,
 LG0057'THENCE 5.2 MILES EAST ALONG U.S. HIGHWAY 34, 37.5 FEET NORTH
 LG0057'OF THE CENTER LINE OF HIGHWAY, 8 FEET NORTHEAST OF FENCE CORNER,
 LG0057'5.1 FEET NORTH OF A TELEPHONE POLE, 3.8 FEET SOUTHWEST OF A SIGN,
 LG0057'1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2 FEET LOWER
 LG0057'THAN THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0057'1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0058 ***********************************************************************
 LG0058  DESIGNATION -  Z 363 RESET
 LG0058  PID         -  LG0058
 LG0058  STATE/COUNTY-  NE/CASS
 LG0058  COUNTRY     -  US
 LG0058  USGS QUAD   -  ELMWOOD (2017)
 LG0058
 LG0058                         *CURRENT SURVEY CONTROL
 LG0058  ______________________________________________________________________
 LG0058* NAD 83(1986) POSITION- 40 48 45.9    (N) 096 19 37.7    (W)   HD_HELD2
 LG0058* NAVD 88 ORTHO HEIGHT -   402.44  (meters)     1320.3   (feet) RESET
 LG0058  ______________________________________________________________________
 LG0058  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 LG0058  VERT ORDER      -  THIRD
 LG0058
 LG0058.The horizontal coordinates were established by autonomous hand held GPS
 LG0058.observations and have an estimated accuracy of +/- 10 meters.
 LG0058
 LG0058.The orthometric height was computed from unverified reset data.
 LG0058
 LG0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0058.GEOID18 height accuracy estimate available here.
 LG0058
 LG0058.Click photographs - Photos may exist for this station.
 LG0058
 LG0058;                    North         East    Units  Estimated Accuracy
 LG0058;SPC NE       -   115,322.      809,713.      MT  (+/- 10 meters HH2 GPS)
 LG0058
 LG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2543821409(NAD 83)
 LG0058
 LG0058                          SUPERSEDED SURVEY CONTROL
 LG0058
 LG0058  NGVD 29 (??/??/??)  402.35   (m)         1320.0    (f) RESET       3  
 LG0058
 LG0058.Superseded values are not recommended for survey control.
 LG0058
 LG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0058.See file dsdata.pdf to determine how the superseded data were derived.
 LG0058
 LG0058_MARKER: DB = BENCH MARK DISK
 LG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0058_STAMPING: Z 363 RESET 1964
 LG0058_MARK LOGO: CGS
 LG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0058+STABILITY: SURFACE MOTION
 LG0058
 LG0058  HISTORY     - Date     Condition        Report By
 LG0058  HISTORY     - 1964     MONUMENTED       CGS
 LG0058
 LG0058                          STATION DESCRIPTION
 LG0058
 LG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0058'5.4 MI E FROM EAGLE.
 LG0058'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0058'THENCE 5.2 MILES EAST ALONG U.S. HIGHWAY 34, 60 FEET NORTH
 LG0058'OF THE CENTERLINE OF U.S. HIGHWAY 34, 26.4 FEET EAST OF
 LG0058'HIGHWAY SURVEY STATION 276-00, 18 FEET WEST OF A TELEPHONE POLE,
 LG0058'AND 1.5 FEET WEST OF A NEW STEEL WITNESS POST.  THE POST PROJECTS
 LG0058'8 INCHES AND THE DISK IS STAMPED Z 363 RESET 1964.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0191 ***********************************************************************
 LG0191  DESIGNATION -  Z 364
 LG0191  PID         -  LG0191
 LG0191  STATE/COUNTY-  NE/JOHNSON
 LG0191  COUNTRY     -  US
 LG0191  USGS QUAD   -  TECUMSEH NW (2017)
 LG0191
 LG0191                         *CURRENT SURVEY CONTROL
 LG0191  ______________________________________________________________________
 LG0191* NAD 83(1986) POSITION- 40 26 10.16   (N) 096 10 56.89   (W)   HD_HELD1
 LG0191* NAVD 88 ORTHO HEIGHT -   378.275 (meters)     1241.06  (feet) ADJUSTED
 LG0191  ______________________________________________________________________
 LG0191  GEOID HEIGHT    -        -28.358 (meters)                     GEOID18
 LG0191  DYNAMIC HEIGHT  -        378.073 (meters)     1240.39  (feet) COMP
 LG0191  MODELED GRAVITY -    980,079.7   (mgal)                       NAVD 88
 LG0191
 LG0191  VERT ORDER      -  SECOND    CLASS 0
 LG0191
 LG0191.The horizontal coordinates were determined by differentially corrected
 LG0191.hand held GPS observations or other comparable positioning techniques
 LG0191.and have an estimated accuracy of +/- 3 meters.
 LG0191
 LG0191.The orthometric height was determined by differential leveling and
 LG0191.adjusted by the NATIONAL GEODETIC SURVEY
 LG0191.in June 1991.
 LG0191
 LG0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0191.GEOID18 height accuracy estimate available here.
 LG0191
 LG0191.Click photographs - Photos may exist for this station.
 LG0191
 LG0191.The dynamic height is computed by dividing the NAVD 88
 LG0191.geopotential number by the normal gravity value computed on the
 LG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0191.degrees latitude (g = 980.6199 gals.).
 LG0191
 LG0191.The modeled gravity was interpolated from observed gravity values.
 LG0191
 LG0191;                    North         East    Units  Estimated Accuracy
 LG0191;SPC NE       -    74,080.8     823,750.2     MT  (+/- 3 meters HH1 GPS) 
 LG0191
 LG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3898179980(NAD 83)
 LG0191
 LG0191                          SUPERSEDED SURVEY CONTROL
 LG0191
 LG0191  NGVD 29 (??/??/92)  378.181  (m)         1240.75   (f) ADJ UNCH    2 0
 LG0191
 LG0191.Superseded values are not recommended for survey control.
 LG0191
 LG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0191.See file dsdata.pdf to determine how the superseded data were derived.
 LG0191
 LG0191_MARKER: DB = BENCH MARK DISK
 LG0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0191_STAMPING: Z 364 1961
 LG0191_MARK LOGO: CGS
 LG0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0191+STABILITY: SURFACE MOTION
 LG0191
 LG0191  HISTORY     - Date     Condition        Report By
 LG0191  HISTORY     - 1961     MONUMENTED       CGS
 LG0191  HISTORY     - 1965     GOOD             CGS
 LG0191
 LG0191                          STATION DESCRIPTION
 LG0191
 LG0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0191'5.6 MI NE FROM TECUMSEH.
 LG0191'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0191'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.2 MILE
 LG0191'WEST ALONG A PAVED ROAD, 111 FEET NORTH OF THE CENTER OF ROAD,
 LG0191'ABOUT 4 FEET HIGHER THAN THE ROAD, 2.8 FEET EAST OF A METAL
 LG0191'WITNESS POST WITH SIGN, 0.9 FOOT EAST OF A FENCE, SET IN
 LG0191'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LG0191
 LG0191                          STATION RECOVERY (1965)
 LG0191
 LG0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LG0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0423 ***********************************************************************
 LG0423  DESIGNATION -  Z 365
 LG0423  PID         -  LG0423
 LG0423  STATE/COUNTY-  NE/SALINE
 LG0423  COUNTRY     -  US
 LG0423  USGS QUAD   -  DORCHESTER NW (2017)
 LG0423
 LG0423                         *CURRENT SURVEY CONTROL
 LG0423  ______________________________________________________________________
 LG0423* NAD 83(1986) POSITION- 40 38 50.99   (N) 097 07 30.46   (W)   HD_HELD1
 LG0423* NAVD 88 ORTHO HEIGHT -   454.112 (meters)     1489.87  (feet) ADJUSTED
 LG0423  ______________________________________________________________________
 LG0423  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 LG0423  DYNAMIC HEIGHT  -        453.860 (meters)     1489.04  (feet) COMP
 LG0423  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 LG0423
 LG0423  VERT ORDER      -  FIRST     CLASS II
 LG0423
 LG0423.The horizontal coordinates were determined by differentially corrected
 LG0423.hand held GPS observations or other comparable positioning techniques
 LG0423.and have an estimated accuracy of +/- 3 meters.
 LG0423
 LG0423.The orthometric height was determined by differential leveling and
 LG0423.adjusted by the NATIONAL GEODETIC SURVEY
 LG0423.in June 1991.
 LG0423
 LG0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0423.GEOID18 height accuracy estimate available here.
 LG0423
 LG0423.Click photographs - Photos may exist for this station.
 LG0423
 LG0423.The dynamic height is computed by dividing the NAVD 88
 LG0423.geopotential number by the normal gravity value computed on the
 LG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0423.degrees latitude (g = 980.6199 gals.).
 LG0423
 LG0423.The modeled gravity was interpolated from observed gravity values.
 LG0423
 LG0423;                    North         East    Units  Estimated Accuracy
 LG0423;SPC NE       -    94,437.3     743,061.2     MT  (+/- 3 meters HH1 GPS) 
 LG0423
 LG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5852101316(NAD 83)
 LG0423
 LG0423                          SUPERSEDED SURVEY CONTROL
 LG0423
 LG0423  NGVD 29 (??/??/92)  453.950  (m)         1489.33   (f) ADJ UNCH    1 2
 LG0423
 LG0423.Superseded values are not recommended for survey control.
 LG0423
 LG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0423.See file dsdata.pdf to determine how the superseded data were derived.
 LG0423
 LG0423_MARKER: DB = BENCH MARK DISK
 LG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0423_STAMPING: Z 365 1961
 LG0423_MARK LOGO: CGS
 LG0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0423+STABILITY: SURFACE MOTION
 LG0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0423+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 LG0423
 LG0423  HISTORY     - Date     Condition        Report By
 LG0423  HISTORY     - 1961     MONUMENTED       CGS
 LG0423  HISTORY     - 19911008 GOOD             NGS
 LG0423  HISTORY     - 20161001 GOOD             NEGS
 LG0423  HISTORY     - 20161015 GOOD             NEGS
 LG0423  HISTORY     - 20200325 GOOD             NEGS
 LG0423
 LG0423                          STATION DESCRIPTION
 LG0423
 LG0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0423'0.6 MI W FROM DORCHESTER.
 LG0423'0.6 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0423'FROM THE RAILROAD STATION AT DORCHESTER, 0.2 MILE WEST OF A
 LG0423'RAILROAD CROSSING, 84 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LG0423'33, 48 FEET SOUTH OF THE SOUTH RAIL, 5 FEET NORTHWEST OF A
 LG0423'TELEPHONE POLE WITH TWO GUY WIRES, 2.6 FEET LOWER THAN THE
 LG0423'RAILROAD TRACKS, 2.5 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 LG0423'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE
 LG0423'GROUND.
 LG0423
 LG0423                          STATION RECOVERY (1991)
 LG0423
 LG0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0423'14.5 KM (9.00 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0423'IN CRETE, 0.2 KM (0.10 MI) NORTHWEST OF THE INTERSECTION OF STATE
 LG0423'HIGHWAY 76 EAST LINK, 27.2 M (89.2 FT) NORTH OF THE HIGHWAY
 LG0423'CENTERLINE, 14.8 M (48.6 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 LG0423'NORTHERN RAILROAD, 1.5 M (4.9 FT) WEST OF A UTILITY POLE WITH 2 GUY
 LG0423'CABLES, 0.8 M (2.6 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW
 LG0423'THE LEVEL OF THE HIGHWAY, AND THE MONUMENTS PROJECTS 0.2 M (0.7 FT)
 LG0423'ABOVE THE GROUND SURFACE.
 LG0423
 LG0423                          STATION RECOVERY (2016)
 LG0423
 LG0423'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (RF)
 LG0423'FOUND GOOD
 LG0423
 LG0423                          STATION RECOVERY (2016)
 LG0423
 LG0423'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 LG0423'FOUND GOOD
 LG0423
 LG0423                          STATION RECOVERY (2020)
 LG0423
 LG0423'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0423'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 33 AND LINK 76E IN
 LG0423'DORCHESTER, NE., GO WEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 LG0423'RIGHT (NORTH) AT MILE POST 02.12.
 LG0423'
 LG0423'THE STATION IS 2.5 FT (0.8 M) EAST OF THE BOTTOM OF A STEEL WITNESS
 LG0423'POST, 89.5 FT (27.3 M) NORTH OF THE CENTERLINE OF NE. HIGHWAY 33 AND
 LG0423'APPROXIMATELY 750 FT (228.6 M) WEST OF THE CENTERLINE OF NE. LINK 76E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM1294 ***********************************************************************
 NM1294  DESIGNATION -  Z 37
 NM1294  PID         -  NM1294
 NM1294  STATE/COUNTY-  NE/KNOX
 NM1294  COUNTRY     -  US
 NM1294  USGS QUAD   -  CREIGHTON (2017)
 NM1294
 NM1294                         *CURRENT SURVEY CONTROL
 NM1294  ______________________________________________________________________
 NM1294* NAD 83(1986) POSITION- 42 28 42.     (N) 097 54 32.     (W)   SCALED
 NM1294* NAVD 88 ORTHO HEIGHT -   484.479 (meters)     1589.49  (feet) ADJUSTED
 NM1294  ______________________________________________________________________
 NM1294  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 NM1294  DYNAMIC HEIGHT  -        484.303 (meters)     1588.92  (feet) COMP
 NM1294  MODELED GRAVITY -    980,242.0   (mgal)                       NAVD 88
 NM1294
 NM1294  VERT ORDER      -  SECOND    CLASS 0
 NM1294
 NM1294.The horizontal coordinates were scaled from a map and have
 NM1294.an estimated accuracy of +/- 6 seconds.
 NM1294
 NM1294.The orthometric height was determined by differential leveling and
 NM1294.adjusted by the NATIONAL GEODETIC SURVEY
 NM1294.in June 1991.
 NM1294
 NM1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1294.GEOID18 height accuracy estimate available here.
 NM1294
 NM1294.Click photographs - Photos may exist for this station.
 NM1294
 NM1294.The dynamic height is computed by dividing the NAVD 88
 NM1294.geopotential number by the normal gravity value computed on the
 NM1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1294.degrees latitude (g = 980.6199 gals.).
 NM1294
 NM1294.The modeled gravity was interpolated from observed gravity values.
 NM1294
 NM1294;                    North         East    Units  Estimated Accuracy
 NM1294;SPC NE       -   295,760.      671,900.      MT  (+/- 180 meters Scaled)
 NM1294
 NM1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN896034(NAD 83)
 NM1294
 NM1294                          SUPERSEDED SURVEY CONTROL
 NM1294
 NM1294  NGVD 29 (??/??/92)  484.280  (m)         1588.84   (f) ADJ UNCH    2 0
 NM1294
 NM1294.Superseded values are not recommended for survey control.
 NM1294
 NM1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1294.See file dsdata.pdf to determine how the superseded data were derived.
 NM1294
 NM1294_MARKER: DB = BENCH MARK DISK
 NM1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1294_STAMPING: Z 37 1934
 NM1294_MARK LOGO: CGS
 NM1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1294+STABILITY: SURFACE MOTION
 NM1294
 NM1294  HISTORY     - Date     Condition        Report By
 NM1294  HISTORY     - 1934     MONUMENTED       CGS
 NM1294  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1294
 NM1294                          STATION DESCRIPTION
 NM1294
 NM1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1294'1.1 MI NW FROM CREIGHTON.
 NM1294'LOCATED 1.1 MILES NORTHWEST OF STATION AT CREIGHTON, 46 FEET
 NM1294'SOUTHWEST OF CENTERLINE OF ROAD CROSSING TRACK, 39.2 FEET
 NM1294'SOUTHWEST OF SOUTHWEST RAIL, 5.2 FEET NORTH OF CORNER FENCE
 NM1294'POST, 2 FEET WEST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1294'POST 5 INCHES HIGH.
 NM1294
 NM1294                          STATION RECOVERY (1974)
 NM1294
 NM1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0397 ***********************************************************************
 LH0397  DESIGNATION -  Z 4
 LH0397  PID         -  LH0397
 LH0397  STATE/COUNTY-  NE/HALL
 LH0397  COUNTRY     -  US
 LH0397  USGS QUAD   -  SHELTON (2017)
 LH0397
 LH0397                         *CURRENT SURVEY CONTROL
 LH0397  ______________________________________________________________________
 LH0397* NAD 83(1986) POSITION- 40 47 41.42   (N) 098 41 00.88   (W)   HD_HELD1
 LH0397* NAVD 88 ORTHO HEIGHT -   609.175 (meters)     1998.60  (feet) ADJUSTED
 LH0397  ______________________________________________________________________
 LH0397  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 LH0397  DYNAMIC HEIGHT  -        608.840 (meters)     1997.50  (feet) COMP
 LH0397  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 LH0397
 LH0397  VERT ORDER      -  FIRST     CLASS II
 LH0397
 LH0397.The horizontal coordinates were determined by differentially corrected
 LH0397.hand held GPS observations or other comparable positioning techniques
 LH0397.and have an estimated accuracy of +/- 3 meters.
 LH0397
 LH0397.The orthometric height was determined by differential leveling and
 LH0397.adjusted by the NATIONAL GEODETIC SURVEY
 LH0397.in May 1993.
 LH0397
 LH0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0397.GEOID18 height accuracy estimate available here.
 LH0397
 LH0397.Click photographs - Photos may exist for this station.
 LH0397
 LH0397.The dynamic height is computed by dividing the NAVD 88
 LH0397.geopotential number by the normal gravity value computed on the
 LH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0397.degrees latitude (g = 980.6199 gals.).
 LH0397
 LH0397.The modeled gravity was interpolated from observed gravity values.
 LH0397
 LH0397;                    North         East    Units  Estimated Accuracy
 LH0397;SPC NE       -   107,599.4     611,066.4     MT  (+/- 3 meters HH1 GPS) 
 LH0397
 LH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2669316030(NAD 83)
 LH0397
 LH0397                          SUPERSEDED SURVEY CONTROL
 LH0397
 LH0397  NAVD 88 (06/15/91)  609.172  (m)         1998.59   (f) SUPERSEDED  1 2
 LH0397  NGVD 29 (02/14/92)  608.915  (m)         1997.75   (f) ADJUSTED    1 2
 LH0397  NGVD 29 (??/??/87)  608.915  (m)         1997.75   (f) SUPERSEDED  1 2
 LH0397
 LH0397.Superseded values are not recommended for survey control.
 LH0397
 LH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0397.See file dsdata.pdf to determine how the superseded data were derived.
 LH0397
 LH0397_MARKER: DB = BENCH MARK DISK
 LH0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0397_STAMPING: 1997.752 Z 4 1933
 LH0397_MARK LOGO: CGS
 LH0397_PROJECTION: RECESSED 10 CENTIMETERS
 LH0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0397+STABILITY: SURFACE MOTION
 LH0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0397+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2019
 LH0397
 LH0397  HISTORY     - Date     Condition        Report By
 LH0397  HISTORY     - 1933     MONUMENTED       CGS
 LH0397  HISTORY     - 1949     GOOD             CGS
 LH0397  HISTORY     - 19910924 GOOD             NGS
 LH0397  HISTORY     - 20191017 GOOD             NE-109
 LH0397
 LH0397                          STATION DESCRIPTION
 LH0397
 LH0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0397'4.7 MI SW FROM WOOD RIVER.
 LH0397'ABOUT 4.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0397'WOOD RIVER, HALL COUNTY, ABOUT 925 FEET NORTHEAST OF SEMAPHORES
 LH0397'167.1 AND 167.2, ABOUT 24 FEET EAST OF MILEPOST 167, AT A
 LH0397'COUNTY-ROAD CROSSING, ABOUT 189 FEET SOUTH OF THE CENTER LINE OF
 LH0397'U.S. HIGHWAY 30, 46 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LH0397'43.4 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND
 LH0397'4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LH0397'STAMPED 1997.752 Z 4 1933 AND SET IN THE TOP OF A CONCRETE
 LH0397'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0397
 LH0397                          STATION RECOVERY (1949)
 LH0397
 LH0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LH0397'RECOVERED IN GOOD CONDITION.
 LH0397
 LH0397                          STATION RECOVERY (1991)
 LH0397
 LH0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0397'28.9 KM (17.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0397'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 56.9 M (186.7 FT) SOUTHEAST OF
 LH0397'THE HIGHWAY CENTERLINE, 13.2 M (43.3 FT) SOUTHEAST OF THE NEAR RAIL
 LH0397'OF THE UNION PACIFIC RAILROAD, 12.7 M (41.7 FT) EAST OF THE CENTER OF
 LH0397'A GRAVELED ROAD, 7.2 M (23.6 FT) EAST OF RAILROAD MILEPOST 167, 1.0 M
 LH0397'(3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A
 LH0397'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 LH0397'GROUND SURFACE.
 LH0397
 LH0397                          STATION RECOVERY (2019)
 LH0397
 LH0397'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH0397'THE MARK IS 186.7 FT (56.9 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 LH0397'HIGHWAY 30, 43.3 FT (13.2 M) SOUTHEAST OF THE NEAR RAIL OF THE UNION
 LH0397'PACIFIC RAILROAD, 41.7 FT (12.7 M) EAST OF THE CENTERLINE OF BLUFF
 LH0397'CENTER ROAD, 1.0 FT (0.3 M) NORTHWEST OF TWO ORANGE WITNESS POSTS, 0.8
 LH0397'FT (24 CM) NORTHEAST OF AN IRON U-POST WITH WITNESS SIGN AND 39.0 FT
 LH0397'(11.9 M) NORTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NM0624 ***********************************************************************
 NM0624  DESIGNATION -  Z 40
 NM0624  PID         -  NM0624
 NM0624  STATE/COUNTY-  NE/DIXON
 NM0624  COUNTRY     -  US
 NM0624  USGS QUAD   -  WAKEFIELD (2017)
 NM0624
 NM0624                         *CURRENT SURVEY CONTROL
 NM0624  ______________________________________________________________________
 NM0624* NAD 83(1986) POSITION- 42 16 11.     (N) 096 51 44.     (W)   SCALED
 NM0624* NAVD 88 ORTHO HEIGHT -   421.784 (meters)     1383.80  (feet) ADJUSTED
 NM0624  ______________________________________________________________________
 NM0624  GEOID HEIGHT    -        -24.997 (meters)                     GEOID18
 NM0624  DYNAMIC HEIGHT  -        421.645 (meters)     1383.35  (feet) COMP
 NM0624  MODELED GRAVITY -    980,279.6   (mgal)                       NAVD 88
 NM0624
 NM0624  VERT ORDER      -  FIRST     CLASS II
 NM0624
 NM0624.The horizontal coordinates were scaled from a map and have
 NM0624.an estimated accuracy of +/- 6 seconds.
 NM0624
 NM0624.The orthometric height was determined by differential leveling and
 NM0624.adjusted by the NATIONAL GEODETIC SURVEY
 NM0624.in June 1991.
 NM0624
 NM0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0624.GEOID18 height accuracy estimate available here.
 NM0624
 NM0624.Click photographs - Photos may exist for this station.
 NM0624
 NM0624.The dynamic height is computed by dividing the NAVD 88
 NM0624.geopotential number by the normal gravity value computed on the
 NM0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0624.degrees latitude (g = 980.6199 gals.).
 NM0624
 NM0624.The modeled gravity was interpolated from observed gravity values.
 NM0624
 NM0624;                    North         East    Units  Estimated Accuracy
 NM0624;SPC NE       -   275,210.      758,740.      MT  (+/- 180 meters Scaled)
 NM0624
 NM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM763819(NAD 83)
 NM0624
 NM0624                          SUPERSEDED SURVEY CONTROL
 NM0624
 NM0624  NGVD 29 (??/??/92)  421.617  (m)         1383.26   (f) ADJ UNCH    1 2
 NM0624
 NM0624.Superseded values are not recommended for survey control.
 NM0624
 NM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0624.See file dsdata.pdf to determine how the superseded data were derived.
 NM0624
 NM0624_MARKER: DB = BENCH MARK DISK
 NM0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0624_STAMPING: Z 40 1934
 NM0624_MARK LOGO: CGS
 NM0624_PROJECTION: RECESSED 12 CENTIMETERS
 NM0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0624+STABILITY: SURFACE MOTION
 NM0624
 NM0624  HISTORY     - Date     Condition        Report By
 NM0624  HISTORY     - 1934     MONUMENTED       CGS
 NM0624  HISTORY     - 1947     GOOD             CGS
 NM0624
 NM0624                          STATION DESCRIPTION
 NM0624
 NM0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0624'AT WAKEFIELD.
 NM0624'AT WAKEFIELD, 654.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 NM0624'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 85.0
 NM0624'FEET WEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY NO. 35
 NM0624'AND THE MAIN TRACK, 28.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 NM0624'OF THE MAIN TRACK, 13.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 NM0624'A SIDE TRACK, 4.6 FEET NORTH OF THE FIRST TELEPHONE POLE
 NM0624'NORTHWEST OF POLE NO. 9/5, 2.0 FEET SOUTHEAST OF A REFERENCE
 NM0624'POST, SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE TRACKS
 NM0624'AND 0.4 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0567 ***********************************************************************
 NP0567  DESIGNATION -  Z 416
 NP0567  PID         -  NP0567
 NP0567  STATE/COUNTY-  NE/BOX BUTTE
 NP0567  COUNTRY     -  US
 NP0567  USGS QUAD   -  NONPAREIL (2017)
 NP0567
 NP0567                         *CURRENT SURVEY CONTROL
 NP0567  ______________________________________________________________________
 NP0567* NAD 83(1986) POSITION- 42 20 56.     (N) 103 07 54.     (W)   SCALED
 NP0567* NAVD 88 ORTHO HEIGHT -  1319.179 (meters)     4328.01  (feet) ADJUSTED
 NP0567  ______________________________________________________________________
 NP0567  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 NP0567  DYNAMIC HEIGHT  -       1318.399 (meters)     4325.45  (feet) COMP
 NP0567  MODELED GRAVITY -    979,984.1   (mgal)                       NAVD 88
 NP0567
 NP0567  VERT ORDER      -  FIRST     CLASS II
 NP0567
 NP0567.The horizontal coordinates were scaled from a map and have
 NP0567.an estimated accuracy of +/- 6 seconds.
 NP0567
 NP0567.The orthometric height was determined by differential leveling and
 NP0567.adjusted by the NATIONAL GEODETIC SURVEY
 NP0567.in June 1991.
 NP0567
 NP0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0567.GEOID18 height accuracy estimate available here.
 NP0567
 NP0567.Click photographs - Photos may exist for this station.
 NP0567
 NP0567.The dynamic height is computed by dividing the NAVD 88
 NP0567.geopotential number by the normal gravity value computed on the
 NP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0567.degrees latitude (g = 980.6199 gals.).
 NP0567
 NP0567.The modeled gravity was interpolated from observed gravity values.
 NP0567
 NP0567;                    North         East    Units  Estimated Accuracy
 NP0567;SPC NE       -   283,970.      242,080.      MT  (+/- 180 meters Scaled)
 NP0567
 NP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG538902(NAD 83)
 NP0567
 NP0567                          SUPERSEDED SURVEY CONTROL
 NP0567
 NP0567.No superseded survey control is available for this station.
 NP0567
 NP0567_MARKER: I = METAL ROD
 NP0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0567_STAMPING: Z 416 1985
 NP0567_MARK LOGO: NGS
 NP0567_PROJECTION: RECESSED 2 CENTIMETERS
 NP0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0567_ROD/PIPE-DEPTH: 3.6 meters
 NP0567
 NP0567  HISTORY     - Date     Condition        Report By
 NP0567  HISTORY     - 1985     MONUMENTED       NGS
 NP0567
 NP0567                          STATION DESCRIPTION
 NP0567
 NP0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0567'5.8 KM (3.6 MI) NW FROM HEMINGFORD.
 NP0567'5.87 KM (3.65 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0567'ITS JUNCTION WITH STATE HIGHWAYS 2 AND 87 AT HEMINGFORD, AT A ROAD
 NP0567'CROSSING, NEAR A FENCE CORNER, 13.96 METERS (45.8 FT) SOUTHWEST OF THE
 NP0567'SOUTHWEST RAIL, 9.15 METERS (30 FT) NORTHWEST OF THE CENTER OF THE
 NP0567'DIRT ROAD, 1.13 METERS (3.7 FT) NORTH OF THE FENCE CORNER AND 0.40
 NP0567'METER (1.3 FT) NORTHEAST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NP0567'HAD THROUGH A 5-INCH LOGO CAP.
 NP0567'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 NP0567'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0361 ***********************************************************************
 MN0361  DESIGNATION -  Z 417
 MN0361  PID         -  MN0361
 MN0361  STATE/COUNTY-  NE/MORRILL
 MN0361  COUNTRY     -  US
 MN0361  USGS QUAD   -  COURTHOUSE ROCK (2017)
 MN0361
 MN0361                         *CURRENT SURVEY CONTROL
 MN0361  ______________________________________________________________________
 MN0361* NAD 83(1986) POSITION- 41 33 18.     (N) 103 00 48.     (W)   SCALED
 MN0361* NAVD 88 ORTHO HEIGHT -  1154.586 (meters)     3788.00  (feet) ADJUSTED
 MN0361  ______________________________________________________________________
 MN0361  GEOID HEIGHT    -        -19.680 (meters)                     GEOID18
 MN0361  DYNAMIC HEIGHT  -       1153.840 (meters)     3785.56  (feet) COMP
 MN0361  MODELED GRAVITY -    979,937.2   (mgal)                       NAVD 88
 MN0361
 MN0361  VERT ORDER      -  FIRST     CLASS II
 MN0361
 MN0361.The horizontal coordinates were scaled from a map and have
 MN0361.an estimated accuracy of +/- 6 seconds.
 MN0361
 MN0361.The orthometric height was determined by differential leveling and
 MN0361.adjusted by the NATIONAL GEODETIC SURVEY
 MN0361.in June 1991.
 MN0361
 MN0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0361.GEOID18 height accuracy estimate available here.
 MN0361
 MN0361.Click photographs - Photos may exist for this station.
 MN0361
 MN0361.The dynamic height is computed by dividing the NAVD 88
 MN0361.geopotential number by the normal gravity value computed on the
 MN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0361.degrees latitude (g = 980.6199 gals.).
 MN0361
 MN0361.The modeled gravity was interpolated from observed gravity values.
 MN0361
 MN0361;                    North         East    Units  Estimated Accuracy
 MN0361;SPC NE       -   195,530.      248,750.      MT  (+/- 180 meters Scaled)
 MN0361
 MN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG656022(NAD 83)
 MN0361
 MN0361                          SUPERSEDED SURVEY CONTROL
 MN0361
 MN0361.No superseded survey control is available for this station.
 MN0361
 MN0361_MARKER: I = METAL ROD
 MN0361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0361_STAMPING: Z 417 1985
 MN0361_MARK LOGO: NGS
 MN0361_PROJECTION: FLUSH
 MN0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0361_ROD/PIPE-DEPTH: 4.9 meters
 MN0361
 MN0361  HISTORY     - Date     Condition        Report By
 MN0361  HISTORY     - 1985     MONUMENTED       NGS
 MN0361
 MN0361                          STATION DESCRIPTION
 MN0361
 MN0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0361'20.6 KM (12.8 MI) SE FROM BRIDGEPORT.
 MN0361'18.1 KM (11.2 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0361'NORTHERN RAILROAD STATION AT BRIDGEPORT, THENCE 2.6 KM (1.6 MI) WEST
 MN0361'ALONG AN ASPHALT ROAD, BETWEEN TWO WITNESS POSTS, 7.6 METERS (25 FT)
 MN0361'NORTH OF THE CENTER OF THE ROAD AND 1.8 METERS (6 FT) SOUTH OF A GUYED
 MN0361'SUPPORT UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0361'5-INCH LOGO CAP.
 MN0361'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0361'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0384 ***********************************************************************
 MN0384  DESIGNATION -  Z 418
 MN0384  PID         -  MN0384
 MN0384  STATE/COUNTY-  NE/CHEYENNE
 MN0384  COUNTRY     -  US
 MN0384  USGS QUAD   -  LORENZO (2017)
 MN0384
 MN0384                         *CURRENT SURVEY CONTROL
 MN0384  ______________________________________________________________________
 MN0384* NAD 83(2011) POSITION- 41 06 19.21398(N) 103 00 43.78862(W)   ADJUSTED
 MN0384* NAD 83(2011) ELLIP HT-  1294.642 (meters)        (06/27/12)   ADJUSTED
 MN0384* NAD 83(2011) EPOCH   -  2010.00
 MN0384* NAVD 88 ORTHO HEIGHT -  1314.363 (meters)     4312.21  (feet) ADJUSTED
 MN0384  ______________________________________________________________________
 MN0384  GEOID HEIGHT    -        -19.732 (meters)                     GEOID18
 MN0384  NAD 83(2011) X  - -1,083,883.951 (meters)                     COMP
 MN0384  NAD 83(2011) Y  - -4,690,274.176 (meters)                     COMP
 MN0384  NAD 83(2011) Z  -  4,172,096.053 (meters)                     COMP
 MN0384  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 MN0384  DYNAMIC HEIGHT  -       1313.424 (meters)     4309.13  (feet) COMP
 MN0384  MODELED GRAVITY -    979,863.8   (mgal)                       NAVD 88
 MN0384
 MN0384  VERT ORDER      -  FIRST     CLASS II
 MN0384
 MN0384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MN0384  Standards:
 MN0384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MN0384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MN0384  -------------------------------------------------------------------
 MN0384  NETWORK    1.76   1.35           0.80   0.61   0.69     -0.03498205
 MN0384  -------------------------------------------------------------------
 MN0384  Click here for local accuracies and other accuracy information.
 MN0384
 MN0384.The horizontal coordinates were established by GPS observations
 MN0384.and adjusted by the National Geodetic Survey in June 2012.
 MN0384
 MN0384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MN0384.been affixed to the stable North American tectonic plate. See 
 MN0384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MN0384
 MN0384.The horizontal coordinates are valid at the epoch date displayed above
 MN0384.which is a decimal equivalence of Year/Month/Day.
 MN0384
 MN0384.The orthometric height was determined by differential leveling and
 MN0384.adjusted by the NATIONAL GEODETIC SURVEY
 MN0384.in June 1991.
 MN0384
 MN0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0384.GEOID18 height accuracy estimate available here.
 MN0384
 MN0384.Click photographs - Photos may exist for this station.
 MN0384
 MN0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0384
 MN0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0384
 MN0384.The ellipsoidal height was determined by GPS observations
 MN0384.and is referenced to NAD 83.
 MN0384
 MN0384.The dynamic height is computed by dividing the NAVD 88
 MN0384.geopotential number by the normal gravity value computed on the
 MN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0384.degrees latitude (g = 980.6199 gals.).
 MN0384
 MN0384.The modeled gravity was interpolated from observed gravity values.
 MN0384
 MN0384. The following values were computed from the NAD 83(2011) position.
 MN0384
 MN0384;                    North         East     Units Scale Factor Converg.
 MN0384;SPC NE       -   145,631.283   247,106.375   MT  0.99968288   -1 59 46.1
 MN0384;SPC NE       -   477,791.97    810,714.83   sFT  0.99968288   -1 59 46.1
 MN0384;UTM  13      - 4,552,354.680   666,918.255   MT  0.99994292   +1 18 25.9
 MN0384
 MN0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0384!SPC NE       -   0.99979697  x   0.99968288  =   0.99947991
 MN0384!UTM  13      -   0.99979697  x   0.99994292  =   0.99973990
 MN0384
 MN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6691852354(NAD 83)
 MN0384
 MN0384                          SUPERSEDED SURVEY CONTROL
 MN0384
 MN0384  NAD 83(2007)-  41 06 19.21382(N)    103 00 43.78936(W) AD(2002.00) 0
 MN0384  ELLIP H (02/10/07) 1294.672  (m)                       GP(2002.00)    
 MN0384  ELLIP H (12/18/01) 1294.645  (m)                       GP(       ) 4 2
 MN0384  NAD 83(1995)-  41 06 19.21331(N)    103 00 43.78912(W) AD(       ) 3
 MN0384  ELLIP H (08/21/98) 1294.684  (m)                       GP(       ) 4 2
 MN0384  NAVD 88            1314.36   (m)         4312.2    (f) LEVELING    3  
 MN0384
 MN0384.Superseded values are not recommended for survey control.
 MN0384
 MN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0384.See file dsdata.pdf to determine how the superseded data were derived.
 MN0384
 MN0384_MARKER: I = METAL ROD
 MN0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0384_STAMPING: Z 418 1985
 MN0384_MARK LOGO: NGS
 MN0384_PROJECTION: FLUSH
 MN0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0384+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2010
 MN0384_ROD/PIPE-DEPTH: 11.0 meters
 MN0384
 MN0384  HISTORY     - Date     Condition        Report By
 MN0384  HISTORY     - 1985     MONUMENTED       NGS
 MN0384  HISTORY     - 19970728 GOOD             NGS
 MN0384  HISTORY     - 20100604 GOOD             WOOLPT
 MN0384  HISTORY     - 20100613 GOOD             WOOLPT
 MN0384
 MN0384                          STATION DESCRIPTION
 MN0384
 MN0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0384'7.5 KM (4.65 MI) SW FROM SIDNEY.
 MN0384'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 MN0384'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 3.7 KM
 MN0384'(2.3 MI) SOUTHWEST ALONG STATE ROUTE 19, AT A DIRT ROAD LEADING SOUTH
 MN0384'AND A TRACK ROAD FIELD ROAD LEADING NORTH, 32.0 METERS (105 FT)
 MN0384'SOUTH-SOUTHEAST OF THE HIGHWAY CENTERLINE, 10.1 METERS (33 FT) EAST OF
 MN0384'THE CENTER OF THE DIRT ROAD LEADING SOUTH, 1.2 METERS (4 FT) SOUTH OF
 MN0384'A GUYED POWER POLE AND 13.0 METERS (43 FT) NORTH OF THE CENTER OF A
 MN0384'DIRT ROAD LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0384'5-INCH LOGO CAP.
 MN0384'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0384'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MN0384
 MN0384                          STATION RECOVERY (1997)
 MN0384
 MN0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0384'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY
 MN0384'IN THE SOUTHEAST QUADRANT OF A ROAD INTERSECTION.  TO REACH THE
 MN0384'STATION FROM THE JUNCTION OF U S INTERSTATE HIGHWAY 80 AND U S HIGHWAY
 MN0384'385 ON THE SOUTHEAST SIDE OF SIDNEY, GO NORTH FOR 0.25 MI (0.40 KM) ON
 MN0384'THE U S HIGHWAY TO THE INTERSECTION OF OLD POST ROAD ON THE LEFT, TURN
 MN0384'LEFT AND GO WESTERLY FOR 3.6 MI (5.8 KM) ON OLD POST ROAD AND COUNTY
 MN0384'ROAD 19A TO THE INTERSECTION OF COUNTY ROAD 109 ON THE LEFT, TURN LEFT
 MN0384'AND GO SOUTH FOR 30 METERS (98.4 FT) ON COUNTY ROAD 109 TO AN
 MN0384'ABANDONED PAVED ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE
 MN0384'STATION IS LOCATED 105.0 FT (32.0 M) SOUTH-SOUTHEAST OF THE CENTER OF
 MN0384'COUNTY HIGHWAY 19A, 43.0 FT (13.1 M) NORTH OF THE CENTER OF THE
 MN0384'ABANDONED PAVED ROAD, 33.0 FT (10.1 M) EAST OF THE CENTER OF COUNTY
 MN0384'ROAD 109, 4.0 FT (1.2 M) SOUTH OF A POWER POLE, 0.1 FT (3.0 CM) NORTH
 MN0384'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 FT (3.0 CM) BELOW
 MN0384'THE GROUND SURFACE.
 MN0384
 MN0384                          STATION RECOVERY (2010)
 MN0384
 MN0384'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0384'RECOVERED AS DESCRIBED
 MN0384
 MN0384                          STATION RECOVERY (2010)
 MN0384
 MN0384'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 MN0384'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0325 ***********************************************************************
 MM0325  DESIGNATION -  Z 422
 MM0325  PID         -  MM0325
 MM0325  STATE/COUNTY-  NE/KEITH
 MM0325  COUNTRY     -  US
 MM0325  USGS QUAD   -  NEVENS (2017)
 MM0325
 MM0325                         *CURRENT SURVEY CONTROL
 MM0325  ______________________________________________________________________
 MM0325* NAD 83(1986) POSITION- 41 07 32.     (N) 101 28 31.     (W)   SCALED
 MM0325* NAVD 88 ORTHO HEIGHT -   947.959 (meters)     3110.10  (feet) ADJUSTED
 MM0325  ______________________________________________________________________
 MM0325  GEOID HEIGHT    -        -21.398 (meters)                     GEOID18
 MM0325  DYNAMIC HEIGHT  -        947.374 (meters)     3108.18  (feet) COMP
 MM0325  MODELED GRAVITY -    979,974.6   (mgal)                       NAVD 88
 MM0325
 MM0325  VERT ORDER      -  FIRST     CLASS II
 MM0325
 MM0325.The horizontal coordinates were scaled from a map and have
 MM0325.an estimated accuracy of +/- 6 seconds.
 MM0325
 MM0325.The orthometric height was determined by differential leveling and
 MM0325.adjusted by the NATIONAL GEODETIC SURVEY
 MM0325.in June 1991.
 MM0325
 MM0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0325.GEOID18 height accuracy estimate available here.
 MM0325
 MM0325.Click photographs - Photos may exist for this station.
 MM0325
 MM0325.The dynamic height is computed by dividing the NAVD 88
 MM0325.geopotential number by the normal gravity value computed on the
 MM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0325.degrees latitude (g = 980.6199 gals.).
 MM0325
 MM0325.The modeled gravity was interpolated from observed gravity values.
 MM0325
 MM0325;                    North         East    Units  Estimated Accuracy
 MM0325;SPC NE       -   144,530.      376,160.      MT  (+/- 180 meters Scaled)
 MM0325
 MM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL922556(NAD 83)
 MM0325
 MM0325                          SUPERSEDED SURVEY CONTROL
 MM0325
 MM0325  NGVD 29 (02/14/92)  947.540  (m)         3108.72   (f) ADJUSTED    1 2
 MM0325
 MM0325.Superseded values are not recommended for survey control.
 MM0325
 MM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0325.See file dsdata.pdf to determine how the superseded data were derived.
 MM0325
 MM0325_MARKER: I = METAL ROD
 MM0325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0325_STAMPING: Z 422 1986
 MM0325_MARK LOGO: NGS
 MM0325_PROJECTION: FLUSH
 MM0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0325_ROD/PIPE-DEPTH: 14.6 meters
 MM0325
 MM0325  HISTORY     - Date     Condition        Report By
 MM0325  HISTORY     - 1986     MONUMENTED       NGS
 MM0325
 MM0325                          STATION DESCRIPTION
 MM0325
 MM0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0325'10.2 KM (6.35 MI) WEST FROM PAXTON.
 MM0325'10.24 KM (6.4 MI) WEST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0325'STATE ROUTE 51 C AT PAXTON, 27.9 METERS (91.5 FT) SOUTH OF THE HIGHWAY
 MM0325'CENTERLINE, 39.8 METERS (130.5 FT) WEST OF THE UNION PACIFIC RAILROAD
 MM0325'MILEPOLE 322, 38.8 METERS (127.5 FT) SOUTHEAST OF MILEPOST 139, 19.3
 MM0325'METERS (63.5 FT) WEST OF THE NORTH END OF A 24-INCH IRON CULVERT UNDER
 MM0325'THE TRACKS, 11.4 METERS (37.5 FT) NORTH OF THE NORTH RAIL AND 0.6
 MM0325'METER (2 FT) EAST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS
 MM0325'HAD THROUGH A 5-INCH LOGO CAP.
 MM0325'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0325'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0975 ***********************************************************************
 LH0975  DESIGNATION -  Z 423
 LH0975  PID         -  LH0975
 LH0975  STATE/COUNTY-  NE/GOSPER
 LH0975  COUNTRY     -  US
 LH0975  USGS QUAD   -  ELWOOD SW (2017)
 LH0975
 LH0975                         *CURRENT SURVEY CONTROL
 LH0975  ______________________________________________________________________
 LH0975* NAD 83(1986) POSITION- 40 30 59.     (N) 099 53 29.     (W)   SCALED
 LH0975* NAVD 88 ORTHO HEIGHT -   759.224 (meters)     2490.89  (feet) ADJUSTED
 LH0975  ______________________________________________________________________
 LH0975  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 LH0975  DYNAMIC HEIGHT  -        758.735 (meters)     2489.28  (feet) COMP
 LH0975  MODELED GRAVITY -    979,955.5   (mgal)                       NAVD 88
 LH0975
 LH0975  VERT ORDER      -  FIRST     CLASS II
 LH0975
 LH0975.The horizontal coordinates were scaled from a map and have
 LH0975.an estimated accuracy of +/- 6 seconds.
 LH0975
 LH0975.The orthometric height was determined by differential leveling and
 LH0975.adjusted by the NATIONAL GEODETIC SURVEY
 LH0975.in June 1991.
 LH0975
 LH0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0975.GEOID18 height accuracy estimate available here.
 LH0975
 LH0975.Click photographs - Photos may exist for this station.
 LH0975
 LH0975.The dynamic height is computed by dividing the NAVD 88
 LH0975.geopotential number by the normal gravity value computed on the
 LH0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0975.degrees latitude (g = 980.6199 gals.).
 LH0975
 LH0975.The modeled gravity was interpolated from observed gravity values.
 LH0975
 LH0975;                    North         East    Units  Estimated Accuracy
 LH0975;SPC NE       -    75,850.      509,200.      MT  (+/- 180 meters Scaled)
 LH0975
 LH0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK244854(NAD 83)
 LH0975
 LH0975                          SUPERSEDED SURVEY CONTROL
 LH0975
 LH0975  NGVD 29 (02/14/92)  758.915  (m)         2489.87   (f) ADJUSTED    1 2
 LH0975
 LH0975.Superseded values are not recommended for survey control.
 LH0975
 LH0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0975.See file dsdata.pdf to determine how the superseded data were derived.
 LH0975
 LH0975_MARKER: I = METAL ROD
 LH0975_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0975_STAMPING: Z 423 1986
 LH0975_MARK LOGO: NGS
 LH0975_PROJECTION: FLUSH
 LH0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0975_ROD/PIPE-DEPTH: 12.2 meters
 LH0975
 LH0975  HISTORY     - Date     Condition        Report By
 LH0975  HISTORY     - 1986     MONUMENTED       NGS
 LH0975
 LH0975                          STATION DESCRIPTION
 LH0975
 LH0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0975'8.5 KM (5.3 MI) SOUTH FROM ELWOOD.
 LH0975'8.56 KM (5.35 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0975'COURTHOUSE AT ELWOOD, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 36, 0.4 KM
 LH0975'(0.25 MI) SOUTH OF A FARM HOUSE, 21.6 METERS (71 FT) EAST OF THE
 LH0975'HIGHWAY CENTERLINE, 0.7 METER (2.5 FT) NORTH OF A FENCE CORNER, 1.2
 LH0975'METERS (4 FT) SOUTH OF THE SOUTH END OF A WIRE GATE, 0.7 METER (2.5
 LH0975'FT) NORTH OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 LH0975'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0975'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0975'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0302 ***********************************************************************
 MM0302  DESIGNATION -  Z 425
 MM0302  PID         -  MM0302
 MM0302  STATE/COUNTY-  NE/LINCOLN
 MM0302  COUNTRY     -  US
 MM0302  USGS QUAD   -  NORTH PLATTE WEST (2017)
 MM0302
 MM0302                         *CURRENT SURVEY CONTROL
 MM0302  ______________________________________________________________________
 MM0302* NAD 83(1986) POSITION- 41 08 09.     (N) 100 46 32.     (W)   SCALED
 MM0302* NAVD 88 ORTHO HEIGHT -   857.161 (meters)     2812.20  (feet) ADJUSTED
 MM0302  ______________________________________________________________________
 MM0302  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 MM0302  DYNAMIC HEIGHT  -        856.663 (meters)     2810.57  (feet) COMP
 MM0302  MODELED GRAVITY -    980,013.4   (mgal)                       NAVD 88
 MM0302
 MM0302  VERT ORDER      -  FIRST     CLASS II
 MM0302
 MM0302.The horizontal coordinates were scaled from a map and have
 MM0302.an estimated accuracy of +/- 6 seconds.
 MM0302
 MM0302.The orthometric height was determined by differential leveling and
 MM0302.adjusted by the NATIONAL GEODETIC SURVEY
 MM0302.in June 1994.
 MM0302
 MM0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0302.GEOID18 height accuracy estimate available here.
 MM0302
 MM0302.Click photographs - Photos may exist for this station.
 MM0302
 MM0302.The dynamic height is computed by dividing the NAVD 88
 MM0302.geopotential number by the normal gravity value computed on the
 MM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0302.degrees latitude (g = 980.6199 gals.).
 MM0302
 MM0302.The modeled gravity was interpolated from observed gravity values.
 MM0302
 MM0302;                    North         East    Units  Estimated Accuracy
 MM0302;SPC NE       -   144,900.      434,900.      MT  (+/- 180 meters Scaled)
 MM0302
 MM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL509553(NAD 83)
 MM0302
 MM0302                          SUPERSEDED SURVEY CONTROL
 MM0302
 MM0302  NAVD 88 (06/15/91)  857.170  (m)         2812.23   (f) SUPERSEDED  1 2
 MM0302  NGVD 29 (02/14/92)  856.813  (m)         2811.06   (f) ADJUSTED    1 2
 MM0302
 MM0302.Superseded values are not recommended for survey control.
 MM0302
 MM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0302.See file dsdata.pdf to determine how the superseded data were derived.
 MM0302
 MM0302_MARKER: DV = VERTICAL CONTROL DISK
 MM0302_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0302_SP_SET: BUILDING
 MM0302_STAMPING: Z 425 1986
 MM0302_MARK LOGO: NGS
 MM0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0302+STABILITY: POSITION/ELEVATION WELL
 MM0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0302+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0302
 MM0302  HISTORY     - Date     Condition        Report By
 MM0302  HISTORY     - 1986     MONUMENTED       NGS
 MM0302  HISTORY     - 19910821 GOOD             NGS
 MM0302
 MM0302                          STATION DESCRIPTION
 MM0302
 MM0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0302'1.2 KM (0.75 MI) WEST FROM NORTH PLATTE.
 MM0302'THE MARK IS 1.4 M ABOVE THE GROUND.
 MM0302'0.95 KM (0.59 MI) WEST ALONG 4TH STREET FROM THE INTERSECTION OF US
 MM0302'HIGHWAY 30 EAST (4TH STREET) AND US HIGHWAY 83 (JEFFERS STREET),
 MM0302'THENCE 0.25 KM (0.15 MI) SOUTH ALONG GRANT AVENUE, VERTICALLY, IN THE
 MM0302'NORTH FACE OF THE HIGH SCHOOL, 0.6 METER (2 FT) WEST OF THE NORTHEAST
 MM0302'CORNER OF THE BUILDING, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 MM0302'2ND STREET AND GRANT AVENUE, 43.1 METERS (141.5 FT) WEST OF THE WEST
 MM0302'CURB OF GRANT AVENUE AND 32.1 METERS (105.5 FT) SOUTH OF THE SOUTH
 MM0302'CURB OF 2ND STREET.
 MM0302
 MM0302                          STATION RECOVERY (1991)
 MM0302
 MM0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0302'IN NORTH PLATTE, AT THE INTERSECTION OF WEST 2ND STREET AND NORTH
 MM0302'GRANT AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE NORTH PLATTE
 MM0302'HIGH SCHOOL, 50.6 M (166.0 FT) EAST OF THE AVENUE CENTER, 41.8 M
 MM0302'(137.1 FT) SOUTH OF THE STREET CENTER, 1.4 M (4.6 FT) ABOVE THE
 MM0302'GROUND SURFACE, AND 0.6 M (2.0 FT) WEST OF THE NORTHEAST CORNER OF
 MM0302'THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0353 ***********************************************************************
 MM0353  DESIGNATION -  Z 426
 MM0353  PID         -  MM0353
 MM0353  STATE/COUNTY-  NE/LINCOLN
 MM0353  COUNTRY     -  US
 MM0353  USGS QUAD   -  NORTH PLATTE EAST (2017)
 MM0353
 MM0353                         *CURRENT SURVEY CONTROL
 MM0353  ______________________________________________________________________
 MM0353* NAD 83(2011) POSITION- 41 07 58.98615(N) 100 42 54.17904(W)   ADJUSTED
 MM0353* NAD 83(2011) ELLIP HT-   829.101 (meters)        (06/27/12)   ADJUSTED
 MM0353* NAD 83(2011) EPOCH   -  2010.00
 MM0353* NAVD 88 ORTHO HEIGHT -   851.330 (meters)     2793.07  (feet) ADJUSTED
 MM0353  ______________________________________________________________________
 MM0353  GEOID HEIGHT    -        -22.234 (meters)                     GEOID18
 MM0353  NAD 83(2011) X  -   -894,578.330 (meters)                     COMP
 MM0353  NAD 83(2011) Y  - -4,727,615.067 (meters)                     COMP
 MM0353  NAD 83(2011) Z  -  4,174,108.977 (meters)                     COMP
 MM0353  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 MM0353  DYNAMIC HEIGHT  -        850.834 (meters)     2791.44  (feet) COMP
 MM0353  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 MM0353
 MM0353  VERT ORDER      -  FIRST     CLASS II
 MM0353
 MM0353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MM0353  Standards:
 MM0353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MM0353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MM0353  -------------------------------------------------------------------
 MM0353  NETWORK    0.75   2.12           0.33   0.28   1.08      0.13331442
 MM0353  -------------------------------------------------------------------
 MM0353  Click here for local accuracies and other accuracy information.
 MM0353
 MM0353.The horizontal coordinates were established by GPS observations
 MM0353.and adjusted by the National Geodetic Survey in June 2012.
 MM0353
 MM0353.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MM0353.been affixed to the stable North American tectonic plate. See 
 MM0353.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MM0353
 MM0353.The horizontal coordinates are valid at the epoch date displayed above
 MM0353.which is a decimal equivalence of Year/Month/Day.
 MM0353
 MM0353.The orthometric height was determined by differential leveling and
 MM0353.adjusted by the NATIONAL GEODETIC SURVEY
 MM0353.in June 1994.
 MM0353
 MM0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0353.GEOID18 height accuracy estimate available here.
 MM0353
 MM0353.Click photographs - Photos may exist for this station.
 MM0353
 MM0353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0353
 MM0353.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0353
 MM0353.The ellipsoidal height was determined by GPS observations
 MM0353.and is referenced to NAD 83.
 MM0353
 MM0353.The dynamic height is computed by dividing the NAVD 88
 MM0353.geopotential number by the normal gravity value computed on the
 MM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0353.degrees latitude (g = 980.6199 gals.).
 MM0353
 MM0353.The modeled gravity was interpolated from observed gravity values.
 MM0353
 MM0353. The following values were computed from the NAD 83(2011) position.
 MM0353
 MM0353;                    North         East     Units Scale Factor Converg.
 MM0353;SPC NE       -   144,550.586   439,980.219   MT  0.99967964   -0 28 25.9
 MM0353;SPC NE       -   474,246.38  1,443,501.77   sFT  0.99967964   -0 28 25.9
 MM0353;UTM  14      - 4,554,944.686   356,049.198   MT  0.99985503   -1 07 42.1
 MM0353
 MM0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0353!SPC NE       -   0.99986997  x   0.99967964  =   0.99954965
 MM0353!UTM  14      -   0.99986997  x   0.99985503  =   0.99972501
 MM0353
 MM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5604954944(NAD 83)
 MM0353
 MM0353                          SUPERSEDED SURVEY CONTROL
 MM0353
 MM0353  NAD 83(2007)-  41 07 58.98601(N)    100 42 54.17997(W) AD(2002.00) 0
 MM0353  ELLIP H (02/10/07)  829.127  (m)                       GP(2002.00)    
 MM0353  ELLIP H (01/04/02)  829.122  (m)                       GP(       ) 4 2
 MM0353  NAD 83(1995)-  41 07 58.98554(N)    100 42 54.17968(W) AD(       ) 3
 MM0353  ELLIP H (09/17/98)  829.158  (m)                       GP(       ) 4 2
 MM0353  NAVD 88             851.38   (m)         2793.2    (f) LEVELING    3  
 MM0353  NAVD 88 (06/15/91)  851.334  (m)         2793.09   (f) SUPERSEDED  1 2
 MM0353  NGVD 29 (02/14/92)  850.985  (m)         2791.94   (f) ADJUSTED    1 2
 MM0353
 MM0353.Superseded values are not recommended for survey control.
 MM0353
 MM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0353.See file dsdata.pdf to determine how the superseded data were derived.
 MM0353
 MM0353_MARKER: DV = VERTICAL CONTROL DISK
 MM0353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0353_SP_SET: ABUTMENT OF BRIDGE
 MM0353_STAMPING: Z 426 1986
 MM0353_MARK LOGO: NGS
 MM0353_PROJECTION: FLUSH
 MM0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0353+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MM0353
 MM0353  HISTORY     - Date     Condition        Report By
 MM0353  HISTORY     - 1986     MONUMENTED       NGS
 MM0353  HISTORY     - 19970805 GOOD             NGS
 MM0353
 MM0353                          STATION DESCRIPTION
 MM0353
 MM0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0353'4.1 KM (2.55 MI) SE FROM NORTH PLATTE.
 MM0353'4.1 KM (2.55 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0353'HIGHWAY 83 AT NORTH PLATTE, IN TOP OF THE NORTH END OF THE WEST
 MM0353'ABUTMENT OF THE BRIDGE OVER THE NORTH PLATTE RIVER, 4.8 METERS (16 FT)
 MM0353'NORTH OF THE HIGHWAY CENTERLINE AND 0.15 METER (0.5 FT) WEST OF THE
 MM0353'NORTH CURB OF THE BRIDGE.
 MM0353'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0353
 MM0353                          STATION RECOVERY (1997)
 MM0353
 MM0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0353'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0353'3.0 MI (4.8 KM) EAST OF NORTH PLATTE IN THE NORTH END OF THE WEST
 MM0353'ABUTMENT FOR A BRIDGE OVER THE NORTH PLATTE RIVER.  TO REACH FROM THE
 MM0353'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3 MI
 MM0353'SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 MM0353'LINK FOR 2.98 KM (1.85 MI) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 MM0353'US HIGHWAY 30 FOR 1.0 KM (0.60 MI) TO THE WEST END OF A BRIDGE OVER
 MM0353'THE NORTH PLATTE RIVER AND THE STATION ON THE LEFT.  THE STATION IS IN
 MM0353'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE OVER THE
 MM0353'NORTH PLATTE RIVER.  IT IS 4.8 M (15.7 FT) NORTH OF THE HIGHWAY
 MM0353'CENTERLINE, 0.15 M (0.49 FT) WEST OF THE NORTH CURB OF THE BRIDGE, AND
 MM0353'0.15 M (0.49 FT) N OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1372 ***********************************************************************
 MJ1372  DESIGNATION -  Z 428
 MJ1372  PID         -  MJ1372
 MJ1372  STATE/COUNTY-  NE/DOUGLAS
 MJ1372  COUNTRY     -  US
 MJ1372  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ1372
 MJ1372                         *CURRENT SURVEY CONTROL
 MJ1372  ______________________________________________________________________
 MJ1372* NAD 83(1986) POSITION- 41 13 46.14   (N) 095 57 47.73   (W)   HD_HELD1
 MJ1372* NAVD 88 ORTHO HEIGHT -   347.820 (meters)     1141.14  (feet) ADJUSTED
 MJ1372  ______________________________________________________________________
 MJ1372  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 MJ1372  DYNAMIC HEIGHT  -        347.674 (meters)     1140.66  (feet) COMP
 MJ1372  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 MJ1372
 MJ1372  VERT ORDER      -  FIRST     CLASS II
 MJ1372
 MJ1372.The horizontal coordinates were determined by differentially corrected
 MJ1372.hand held GPS observations or other comparable positioning techniques
 MJ1372.and have an estimated accuracy of +/- 3 meters.
 MJ1372
 MJ1372.The orthometric height was determined by differential leveling and
 MJ1372.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1372.in June 1991.
 MJ1372
 MJ1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1372.GEOID18 height accuracy estimate available here.
 MJ1372
 MJ1372.Click photographs - Photos may exist for this station.
 MJ1372
 MJ1372.The dynamic height is computed by dividing the NAVD 88
 MJ1372.geopotential number by the normal gravity value computed on the
 MJ1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1372.degrees latitude (g = 980.6199 gals.).
 MJ1372
 MJ1372.The modeled gravity was interpolated from observed gravity values.
 MJ1372
 MJ1372;                    North         East    Units  Estimated Accuracy
 MJ1372;SPC NE       -   162,905.4     838,216.8     MT  (+/- 3 meters HH1 GPS) 
 MJ1372
 MJ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5163768467(NAD 83)
 MJ1372
 MJ1372                          SUPERSEDED SURVEY CONTROL
 MJ1372
 MJ1372.No superseded survey control is available for this station.
 MJ1372
 MJ1372_MARKER: DV = VERTICAL CONTROL DISK
 MJ1372_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ1372_SP_SET: GRAIN ELEVATOR
 MJ1372_STAMPING: Z 428 1989
 MJ1372_MARK LOGO: NGS
 MJ1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1372+STABILITY: POSITION/ELEVATION WELL
 MJ1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1372+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2011
 MJ1372
 MJ1372  HISTORY     - Date     Condition        Report By
 MJ1372  HISTORY     - 1989     MONUMENTED       NGS
 MJ1372  HISTORY     - 20051107 GOOD             NEDR
 MJ1372  HISTORY     - 20110307 GOOD             INDIV
 MJ1372
 MJ1372                          STATION DESCRIPTION
 MJ1372
 MJ1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1372'IN OMAHA, AT 3417 VINTON STREET, SET VERTICALLY IN THE NORTH FACE OF
 MJ1372'THE MOST NORTHEREASTERLY CONCRETE GRAIN BIN OF THE FARMERS CO-OP
 MJ1372'ELEVATOR AT 3417 VINTON STREET, 15.5 M (50.9 FT) SOUTH OF VINTON
 MJ1372'STREET, 5.7 M (18.7 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE
 MJ1372'GRAIN ELEVATOR, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE STREET.
 MJ1372
 MJ1372                          STATION RECOVERY (2005)
 MJ1372
 MJ1372'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MJ1372'RECOVERED IN GOOD CONDITION.
 MJ1372
 MJ1372                          STATION RECOVERY (2011)
 MJ1372
 MJ1372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RRR)
 MJ1372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ1365 ***********************************************************************
 MJ1365  DESIGNATION -  Z 429
 MJ1365  PID         -  MJ1365
 MJ1365  STATE/COUNTY-  NE/DOUGLAS
 MJ1365  COUNTRY     -  US
 MJ1365  USGS QUAD   -  OMAHA NORTH (2017)
 MJ1365
 MJ1365                         *CURRENT SURVEY CONTROL
 MJ1365  ______________________________________________________________________
 MJ1365* NAD 83(1986) POSITION- 41 17 07.19   (N) 095 55 54.51   (W)   HD_HELD1
 MJ1365* NAVD 88 ORTHO HEIGHT -   299.907 (meters)      983.94  (feet) ADJUSTED
 MJ1365  ______________________________________________________________________
 MJ1365  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 MJ1365  DYNAMIC HEIGHT  -        299.782 (meters)      983.53  (feet) COMP
 MJ1365  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 MJ1365
 MJ1365  VERT ORDER      -  FIRST     CLASS II
 MJ1365
 MJ1365.The horizontal coordinates were determined by differentially corrected
 MJ1365.hand held GPS observations or other comparable positioning techniques
 MJ1365.and have an estimated accuracy of +/- 3 meters.
 MJ1365
 MJ1365.The orthometric height was determined by differential leveling and
 MJ1365.adjusted by the NATIONAL GEODETIC SURVEY
 MJ1365.in June 1991.
 MJ1365
 MJ1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ1365.GEOID18 height accuracy estimate available here.
 MJ1365
 MJ1365.Click photographs - Photos may exist for this station.
 MJ1365
 MJ1365.The dynamic height is computed by dividing the NAVD 88
 MJ1365.geopotential number by the normal gravity value computed on the
 MJ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1365.degrees latitude (g = 980.6199 gals.).
 MJ1365
 MJ1365.The modeled gravity was interpolated from observed gravity values.
 MJ1365
 MJ1365;                    North         East    Units  Estimated Accuracy
 MJ1365;SPC NE       -   169,222.4     840,558.2     MT  (+/- 3 meters HH1 GPS) 
 MJ1365
 MJ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5448274578(NAD 83)
 MJ1365
 MJ1365                          SUPERSEDED SURVEY CONTROL
 MJ1365
 MJ1365.No superseded survey control is available for this station.
 MJ1365
 MJ1365_MARKER: DV = VERTICAL CONTROL DISK
 MJ1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ1365_SP_SET: FOOTING
 MJ1365_STAMPING: Z 429 1989
 MJ1365_MARK LOGO: NGS
 MJ1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1365+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 MJ1365
 MJ1365  HISTORY     - Date     Condition        Report By
 MJ1365  HISTORY     - 1989     MONUMENTED       NGS
 MJ1365  HISTORY     - 20100429 GOOD             INDIV
 MJ1365  HISTORY     - 20140115 GOOD             INDIV
 MJ1365  HISTORY     - 20140819 GOOD             INDIV
 MJ1365
 MJ1365                          STATION DESCRIPTION
 MJ1365
 MJ1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1365'IN OMAHA, AT 1129 LOCUST STREET, IN THE NORTHEAST CONCRETE FOOTING OF
 MJ1365'HIGHLINE TOWER NUMBER 25, 48.5 M (159.1 FT) NORTH OF THE NORTHEAST
 MJ1365'CORNER OF A METAL BUILDING AT 1129 LOCUST STREET, 23.5 M (77.1 FT)
 MJ1365'NORTH OF THE CENTER OF LOCUST STREET, 7.3 M (24.0 FT) SOUTH OF THE
 MJ1365'CENTER OF A GRAVELED ROAD, AND 0.4 M (1.3 FT) ABOVE THE GROUND
 MJ1365'SURFACE.
 MJ1365
 MJ1365                          STATION RECOVERY (2010)
 MJ1365
 MJ1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CAP)
 MJ1365'RECOVERED IN GOOD CONDITION.
 MJ1365
 MJ1365                          STATION RECOVERY (2014)
 MJ1365
 MJ1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BLY)
 MJ1365'RECOVERED AS DESCRIBED.
 MJ1365
 MJ1365                          STATION RECOVERY (2014)
 MJ1365
 MJ1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LRA)
 MJ1365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0545 ***********************************************************************
 NO0545  DESIGNATION -  Z 431
 NO0545  PID         -  NO0545
 NO0545  STATE/COUNTY-  NE/CHERRY
 NO0545  COUNTRY     -  US
 NO0545  USGS QUAD   -  SQUARE LAKE (2017)
 NO0545
 NO0545                         *CURRENT SURVEY CONTROL
 NO0545  ______________________________________________________________________
 NO0545* NAD 83(1986) POSITION- 42 28 01.     (N) 100 54 07.     (W)   SCALED
 NO0545* NAVD 88 ORTHO HEIGHT -   956.461 (meters)     3137.99  (feet) ADJUSTED
 NO0545  ______________________________________________________________________
 NO0545  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 NO0545  DYNAMIC HEIGHT  -        956.018 (meters)     3136.54  (feet) COMP
 NO0545  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 NO0545
 NO0545  VERT ORDER      -  FIRST     CLASS II
 NO0545
 NO0545.The horizontal coordinates were scaled from a map and have
 NO0545.an estimated accuracy of +/- 6 seconds.
 NO0545
 NO0545.The orthometric height was determined by differential leveling and
 NO0545.adjusted by the NATIONAL GEODETIC SURVEY
 NO0545.in June 1994.
 NO0545
 NO0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0545.GEOID18 height accuracy estimate available here.
 NO0545
 NO0545.Click photographs - Photos may exist for this station.
 NO0545
 NO0545.The dynamic height is computed by dividing the NAVD 88
 NO0545.geopotential number by the normal gravity value computed on the
 NO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0545.degrees latitude (g = 980.6199 gals.).
 NO0545
 NO0545.The modeled gravity was interpolated from observed gravity values.
 NO0545
 NO0545;                    North         East    Units  Estimated Accuracy
 NO0545;SPC NE       -   292,800.      425,840.      MT  (+/- 180 meters Scaled)
 NO0545
 NO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN436033(NAD 83)
 NO0545
 NO0545                          SUPERSEDED SURVEY CONTROL
 NO0545
 NO0545  NGVD 29 (02/14/92)  956.169  (m)         3137.03   (f) ADJUSTED    1 2
 NO0545
 NO0545.Superseded values are not recommended for survey control.
 NO0545
 NO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0545.See file dsdata.pdf to determine how the superseded data were derived.
 NO0545
 NO0545_MARKER: I = METAL ROD
 NO0545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0545_STAMPING: Z 431 1991
 NO0545_MARK LOGO: NGS
 NO0545_PROJECTION: FLUSH
 NO0545_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0545+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0545_ROD/PIPE-DEPTH: 24.3 meters
 NO0545
 NO0545  HISTORY     - Date     Condition        Report By
 NO0545  HISTORY     - 1991     MONUMENTED       NGS
 NO0545
 NO0545                          STATION DESCRIPTION
 NO0545
 NO0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0545'57.0 KM (35.40 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0545'OF STATE HIGHWAY 2 IN MULLEN, 32.9 M (107.9 FT) SOUTH OF AND LEVEL
 NO0545'WITH THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 NO0545'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0545'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0564 ***********************************************************************
 NO0564  DESIGNATION -  Z 432
 NO0564  PID         -  NO0564
 NO0564  STATE/COUNTY-  NE/CHERRY
 NO0564  COUNTRY     -  US
 NO0564  USGS QUAD   -  MULLEN NE (2017)
 NO0564
 NO0564                         *CURRENT SURVEY CONTROL
 NO0564  ______________________________________________________________________
 NO0564* NAD 83(1986) POSITION- 42 12 17.     (N) 101 02 38.     (W)   SCALED
 NO0564* NAVD 88 ORTHO HEIGHT -   992.074 (meters)     3254.83  (feet) ADJUSTED
 NO0564  ______________________________________________________________________
 NO0564  GEOID HEIGHT    -        -20.580 (meters)                     GEOID18
 NO0564  DYNAMIC HEIGHT  -        991.557 (meters)     3253.13  (feet) COMP
 NO0564  MODELED GRAVITY -    980,067.4   (mgal)                       NAVD 88
 NO0564
 NO0564  VERT ORDER      -  FIRST     CLASS II
 NO0564
 NO0564.The horizontal coordinates were scaled from a map and have
 NO0564.an estimated accuracy of +/- 6 seconds.
 NO0564
 NO0564.The orthometric height was determined by differential leveling and
 NO0564.adjusted by the NATIONAL GEODETIC SURVEY
 NO0564.in June 1994.
 NO0564
 NO0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0564.GEOID18 height accuracy estimate available here.
 NO0564
 NO0564.Click photographs - Photos may exist for this station.
 NO0564
 NO0564.The dynamic height is computed by dividing the NAVD 88
 NO0564.geopotential number by the normal gravity value computed on the
 NO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0564.degrees latitude (g = 980.6199 gals.).
 NO0564
 NO0564.The modeled gravity was interpolated from observed gravity values.
 NO0564
 NO0564;                    North         East    Units  Estimated Accuracy
 NO0564;SPC NE       -   263,810.      413,820.      MT  (+/- 180 meters Scaled)
 NO0564
 NO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM312745(NAD 83)
 NO0564
 NO0564                          SUPERSEDED SURVEY CONTROL
 NO0564
 NO0564  NGVD 29 (02/14/92)  991.748  (m)         3253.76   (f) ADJUSTED    1 2
 NO0564
 NO0564.Superseded values are not recommended for survey control.
 NO0564
 NO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0564.See file dsdata.pdf to determine how the superseded data were derived.
 NO0564
 NO0564_MARKER: I = METAL ROD
 NO0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0564_STAMPING: Z 432 1991
 NO0564_MARK LOGO: NGS
 NO0564_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0564_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0564+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0564_ROD/PIPE-DEPTH: 10.7 meters
 NO0564
 NO0564  HISTORY     - Date     Condition        Report By
 NO0564  HISTORY     - 1991     MONUMENTED       NGS
 NO0564
 NO0564                          STATION DESCRIPTION
 NO0564
 NO0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0564'18.5 KM (11.50 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0564'OF STATE HIGHWAY 2 IN MULLEN, 15.9 M (52.2 FT) EAST OF A UTILITY
 NO0564'POLE, 15.1 M (49.5 FT) WEST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT)
 NO0564'NORTH OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NO0564'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 NO0564'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0526 ***********************************************************************
 MM0526  DESIGNATION -  Z 433
 MM0526  PID         -  MM0526
 MM0526  STATE/COUNTY-  NE/HOOKER
 MM0526  COUNTRY     -  US
 MM0526  USGS QUAD   -  SHIMMINS LAKE (2017)
 MM0526
 MM0526                         *CURRENT SURVEY CONTROL
 MM0526  ______________________________________________________________________
 MM0526* NAD 83(1986) POSITION- 41 47 36.     (N) 100 59 17.     (W)   SCALED
 MM0526* NAVD 88 ORTHO HEIGHT -  1020.471 (meters)     3348.00  (feet) ADJUSTED
 MM0526  ______________________________________________________________________
 MM0526  GEOID HEIGHT    -        -20.969 (meters)                     GEOID18
 MM0526  DYNAMIC HEIGHT  -       1019.912 (meters)     3346.16  (feet) COMP
 MM0526  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 MM0526
 MM0526  VERT ORDER      -  FIRST     CLASS II
 MM0526
 MM0526.The horizontal coordinates were scaled from a map and have
 MM0526.an estimated accuracy of +/- 6 seconds.
 MM0526
 MM0526.The orthometric height was determined by differential leveling and
 MM0526.adjusted by the NATIONAL GEODETIC SURVEY
 MM0526.in June 1994.
 MM0526
 MM0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0526.GEOID18 height accuracy estimate available here.
 MM0526
 MM0526.Click photographs - Photos may exist for this station.
 MM0526
 MM0526.The dynamic height is computed by dividing the NAVD 88
 MM0526.geopotential number by the normal gravity value computed on the
 MM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0526.degrees latitude (g = 980.6199 gals.).
 MM0526
 MM0526.The modeled gravity was interpolated from observed gravity values.
 MM0526
 MM0526;                    North         East    Units  Estimated Accuracy
 MM0526;SPC NE       -   218,080.      417,900.      MT  (+/- 180 meters Scaled)
 MM0526
 MM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM348287(NAD 83)
 MM0526
 MM0526                          SUPERSEDED SURVEY CONTROL
 MM0526
 MM0526  NGVD 29 (02/14/92) 1020.140  (m)         3346.91   (f) ADJUSTED    1 2
 MM0526
 MM0526.Superseded values are not recommended for survey control.
 MM0526
 MM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0526.See file dsdata.pdf to determine how the superseded data were derived.
 MM0526
 MM0526_MARKER: I = METAL ROD
 MM0526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0526_STAMPING: Z 433 1991
 MM0526_MARK LOGO: NGS
 MM0526_PROJECTION: FLUSH
 MM0526_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0526+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0526_ROD/PIPE-DEPTH: 20.6 meters
 MM0526
 MM0526  HISTORY     - Date     Condition        Report By
 MM0526  HISTORY     - 1991     MONUMENTED       NGS
 MM0526
 MM0526                          STATION DESCRIPTION
 MM0526
 MM0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0526'27.5 KM (17.10 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0526'COURTHOUSE IN TRYON, 25.7 M (84.3 FT) NORTHEAST OF THE HIGHWAY
 MM0526'CENTERLINE, 3.8 M (12.5 FT) NORTHWEST OF A T-FENCE CORNER, 1.2 M (3.9
 MM0526'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 MM0526'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0526'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1435 ***********************************************************************
 LH1435  DESIGNATION -  Z 434
 LH1435  PID         -  LH1435
 LH1435  STATE/COUNTY-  NE/DAWSON
 LH1435  COUNTRY     -  US
 LH1435  USGS QUAD   -  ELM CREEK WEST (2017)
 LH1435
 LH1435                         *CURRENT SURVEY CONTROL
 LH1435  ______________________________________________________________________
 LH1435* NAD 83(1986) POSITION- 40 43 43.61   (N) 099 27 52.88   (W)   HD_HELD1
 LH1435* NAVD 88 ORTHO HEIGHT -   702.431 (meters)     2304.56  (feet) ADJUSTED
 LH1435  ______________________________________________________________________
 LH1435  GEOID HEIGHT    -        -24.223 (meters)                     GEOID18
 LH1435  DYNAMIC HEIGHT  -        702.016 (meters)     2303.20  (feet) COMP
 LH1435  MODELED GRAVITY -    980,010.9   (mgal)                       NAVD 88
 LH1435
 LH1435  VERT ORDER      -  FIRST     CLASS II
 LH1435
 LH1435.The horizontal coordinates were determined by differentially corrected
 LH1435.hand held GPS observations or other comparable positioning techniques
 LH1435.and have an estimated accuracy of +/- 3 meters.
 LH1435
 LH1435.The orthometric height was determined by differential leveling and
 LH1435.adjusted by the NATIONAL GEODETIC SURVEY
 LH1435.in May 1993.
 LH1435
 LH1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1435.GEOID18 height accuracy estimate available here.
 LH1435
 LH1435.Click photographs - Photos may exist for this station.
 LH1435
 LH1435.The dynamic height is computed by dividing the NAVD 88
 LH1435.geopotential number by the normal gravity value computed on the
 LH1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1435.degrees latitude (g = 980.6199 gals.).
 LH1435
 LH1435.The modeled gravity was interpolated from observed gravity values.
 LH1435
 LH1435;                    North         East    Units  Estimated Accuracy
 LH1435;SPC NE       -    99,560.0     545,211.0     MT  (+/- 3 meters HH1 GPS) 
 LH1435
 LH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6075908753(NAD 83)
 LH1435
 LH1435                          SUPERSEDED SURVEY CONTROL
 LH1435
 LH1435  NGVD 29 (02/14/92)  702.164  (m)         2303.68   (f) ADJUSTED    1 2
 LH1435
 LH1435.Superseded values are not recommended for survey control.
 LH1435
 LH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1435.See file dsdata.pdf to determine how the superseded data were derived.
 LH1435
 LH1435_MARKER: I = METAL ROD
 LH1435_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1435_STAMPING: Z 434 1991
 LH1435_MARK LOGO: NGS
 LH1435_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1435_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1435+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1435_ROD/PIPE-DEPTH: 17.1 meters
 LH1435_SLEEVE-DEPTH  : 0.9 meters
 LH1435
 LH1435  HISTORY     - Date     Condition        Report By
 LH1435  HISTORY     - 1991     MONUMENTED       NGS
 LH1435
 LH1435                          STATION DESCRIPTION
 LH1435
 LH1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1435'6.9 KM (4.30 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1435'U.S. HIGHWAY 183 IN ELM CREEK, 29.0 M (95.1 FT) SOUTH OF AND LEVEL
 LH1435'WITH THE CENTERLINE OF THE HIGHWAY, 13.8 M (45.3 FT) EAST OF THE
 LH1435'CENTER OF A GRAVELED ROAD, 12.8 M (42.0 FT) NORTH OF THE NEAR RAIL OF
 LH1435'THE UNION PACIFIC RAILROAD, 3.4 M (11.2 FT) EAST-SOUTHEAST OF A
 LH1435'UTILITY POLE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 LH1435'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LH1435'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1461 ***********************************************************************
 LH1461  DESIGNATION -  Z 435
 LH1461  PID         -  LH1461
 LH1461  STATE/COUNTY-  NE/HALL
 LH1461  COUNTRY     -  US
 LH1461  USGS QUAD   -  WOOD RIVER (2017)
 LH1461
 LH1461                         *CURRENT SURVEY CONTROL
 LH1461  ______________________________________________________________________
 LH1461* NAD 83(1986) POSITION- 40 50 56.17   (N) 098 30 43.56   (W)   HD_HELD1
 LH1461* NAVD 88 ORTHO HEIGHT -   589.095 (meters)     1932.72  (feet) ADJUSTED
 LH1461  ______________________________________________________________________
 LH1461  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 LH1461  DYNAMIC HEIGHT  -        588.781 (meters)     1931.69  (feet) COMP
 LH1461  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 LH1461
 LH1461  VERT ORDER      -  FIRST     CLASS II
 LH1461
 LH1461.The horizontal coordinates were determined by differentially corrected
 LH1461.hand held GPS observations or other comparable positioning techniques
 LH1461.and have an estimated accuracy of +/- 3 meters.
 LH1461
 LH1461.The orthometric height was determined by differential leveling and
 LH1461.adjusted by the NATIONAL GEODETIC SURVEY
 LH1461.in May 1993.
 LH1461
 LH1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1461.GEOID18 height accuracy estimate available here.
 LH1461
 LH1461.Click photographs - Photos may exist for this station.
 LH1461
 LH1461.The dynamic height is computed by dividing the NAVD 88
 LH1461.geopotential number by the normal gravity value computed on the
 LH1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1461.degrees latitude (g = 980.6199 gals.).
 LH1461
 LH1461.The modeled gravity was interpolated from observed gravity values.
 LH1461
 LH1461;                    North         East    Units  Estimated Accuracy
 LH1461;SPC NE       -   113,839.1     625,429.3     MT  (+/- 3 meters HH1 GPS) 
 LH1461
 LH1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4112622102(NAD 83)
 LH1461
 LH1461                          SUPERSEDED SURVEY CONTROL
 LH1461
 LH1461  NGVD 29 (02/14/92)  588.847  (m)         1931.91   (f) ADJUSTED    1 2
 LH1461
 LH1461.Superseded values are not recommended for survey control.
 LH1461
 LH1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1461.See file dsdata.pdf to determine how the superseded data were derived.
 LH1461
 LH1461_MARKER: F = FLANGE-ENCASED ROD
 LH1461_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1461_STAMPING: Z 435 1991
 LH1461_MARK LOGO: NGS
 LH1461_PROJECTION: FLUSH
 LH1461_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1461+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 LH1461_ROD/PIPE-DEPTH: 18.7 meters
 LH1461_SLEEVE-DEPTH  : 0.9 meters
 LH1461
 LH1461  HISTORY     - Date     Condition        Report By
 LH1461  HISTORY     - 1991     MONUMENTED       NGS
 LH1461  HISTORY     - 20190920 GOOD             NE-109
 LH1461
 LH1461                          STATION DESCRIPTION
 LH1461
 LH1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1461'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1461'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 73.0 M (239.5 FT) SOUTH OF THE
 LH1461'CENTERLINE OF THE HIGHWAY, 24.1 M (79.1 FT) SOUTH-SOUTHEAST OF THE
 LH1461'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 10.2 M (33.5 FT) EAST OF THE
 LH1461'CENTER OF A GRAVELED ROAD, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE
 LH1461'WITH A GUY CABLE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.4 M
 LH1461'(1.3 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 LH1461'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LH1461'THE SPECIFICATIONS FOR A CLASS A MARK.
 LH1461
 LH1461                          STATION RECOVERY (2019)
 LH1461
 LH1461'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 2019 (SAP)
 LH1461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1503 ***********************************************************************
 LH1503  DESIGNATION -  Z 436
 LH1503  PID         -  LH1503
 LH1503  STATE/COUNTY-  NE/CLAY
 LH1503  COUNTRY     -  US
 LH1503  USGS QUAD   -  HARVARD (2017)
 LH1503
 LH1503                         *CURRENT SURVEY CONTROL
 LH1503  ______________________________________________________________________
 LH1503* NAD 83(1986) POSITION- 40 34 58.     (N) 098 01 10.     (W)   SCALED
 LH1503* NAVD 88 ORTHO HEIGHT -   538.205 (meters)     1765.76  (feet) ADJUSTED
 LH1503  ______________________________________________________________________
 LH1503  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 LH1503  DYNAMIC HEIGHT  -        537.904 (meters)     1764.77  (feet) COMP
 LH1503  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 LH1503
 LH1503  VERT ORDER      -  FIRST     CLASS II
 LH1503
 LH1503.The horizontal coordinates were scaled from a map and have
 LH1503.an estimated accuracy of +/- 6 seconds.
 LH1503
 LH1503.The orthometric height was determined by differential leveling and
 LH1503.adjusted by the NATIONAL GEODETIC SURVEY
 LH1503.in May 1993.
 LH1503
 LH1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1503.GEOID18 height accuracy estimate available here.
 LH1503
 LH1503.Click photographs - Photos may exist for this station.
 LH1503
 LH1503.The dynamic height is computed by dividing the NAVD 88
 LH1503.geopotential number by the normal gravity value computed on the
 LH1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1503.degrees latitude (g = 980.6199 gals.).
 LH1503
 LH1503.The modeled gravity was interpolated from observed gravity values.
 LH1503
 LH1503;                    North         East    Units  Estimated Accuracy
 LH1503;SPC NE       -    85,130.      667,630.      MT  (+/- 180 meters Scaled)
 LH1503
 LH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK829929(NAD 83)
 LH1503
 LH1503                          SUPERSEDED SURVEY CONTROL
 LH1503
 LH1503.No superseded survey control is available for this station.
 LH1503
 LH1503_MARKER: I = METAL ROD
 LH1503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1503_STAMPING: Z 436 1991
 LH1503_MARK LOGO: NGS
 LH1503_PROJECTION: PROJECTING 1 CENTIMETERS
 LH1503_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1503+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1503_ROD/PIPE-DEPTH: 7.4 meters
 LH1503
 LH1503  HISTORY     - Date     Condition        Report By
 LH1503  HISTORY     - 1991     MONUMENTED       NGS
 LH1503
 LH1503                          STATION DESCRIPTION
 LH1503
 LH1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1503'33.0 KM (20.50 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1503'OF U.S. HIGHWAY 281 IN HASTINGS, 18.7 M (61.4 FT) NORTH OF THE
 LH1503'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) EAST OF THE CENTER OF A FIELD
 LH1503'ENTRANCE, 4.1 M (13.5 FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX
 LH1503'NUMBER 10 24 PH, 1.1 M (3.6 FT) WEST OF A UTILITY POLE, 1.0 M (3.3
 LH1503'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A
 LH1503'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LH1503'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1294 ***********************************************************************
 LG1294  DESIGNATION -  Z 437
 LG1294  PID         -  LG1294
 LG1294  STATE/COUNTY-  NE/SALINE
 LG1294  COUNTRY     -  US
 LG1294  USGS QUAD   -  PLEASANT HILL (2017)
 LG1294
 LG1294                         *CURRENT SURVEY CONTROL
 LG1294  ______________________________________________________________________
 LG1294* NAD 83(1986) POSITION- 40 37 21.     (N) 097 00 32.     (W)   SCALED
 LG1294* NAVD 88 ORTHO HEIGHT -   429.376 (meters)     1408.71  (feet) ADJUSTED
 LG1294  ______________________________________________________________________
 LG1294  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 LG1294  DYNAMIC HEIGHT  -        429.153 (meters)     1407.98  (feet) COMP
 LG1294  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 LG1294
 LG1294  VERT ORDER      -  FIRST     CLASS II
 LG1294
 LG1294.The horizontal coordinates were scaled from a map and have
 LG1294.an estimated accuracy of +/- 6 seconds.
 LG1294
 LG1294.The orthometric height was determined by differential leveling and
 LG1294.adjusted by the NATIONAL GEODETIC SURVEY
 LG1294.in May 1993.
 LG1294
 LG1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1294.GEOID18 height accuracy estimate available here.
 LG1294
 LG1294.Click photographs - Photos may exist for this station.
 LG1294
 LG1294.The dynamic height is computed by dividing the NAVD 88
 LG1294.geopotential number by the normal gravity value computed on the
 LG1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1294.degrees latitude (g = 980.6199 gals.).
 LG1294
 LG1294.The modeled gravity was interpolated from observed gravity values.
 LG1294
 LG1294;                    North         East    Units  Estimated Accuracy
 LG1294;SPC NE       -    92,000.      752,980.      MT  (+/- 180 meters Scaled)
 LG1294
 LG1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK684987(NAD 83)
 LG1294
 LG1294                          SUPERSEDED SURVEY CONTROL
 LG1294
 LG1294.No superseded survey control is available for this station.
 LG1294
 LG1294_MARKER: I = METAL ROD
 LG1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1294_STAMPING: Z 437 1991
 LG1294_MARK LOGO: NGS
 LG1294_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1294_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1294+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1294_ROD/PIPE-DEPTH: 14.7 meters
 LG1294
 LG1294  HISTORY     - Date     Condition        Report By
 LG1294  HISTORY     - 1991     MONUMENTED       NGS
 LG1294
 LG1294                          STATION DESCRIPTION
 LG1294
 LG1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1294'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1294'IN CRETE, 30.2 M (99.1 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 LG1294'NORTHERN RAILROAD, 18.8 M (61.7 FT) NORTH OF THE CENTERLINE OF THE
 LG1294'HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTER OF COUNTY ROAD 2000, 1.6
 LG1294'M (5.2 FT) SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE WARNING SIGN, 1.1
 LG1294'M (3.6 FT) NORTHWEST OF A UTILITY POLE, 0.8 M (2.6 FT) NORTH OF A
 LG1294'RIGHT-OF-WAY MARKER, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 LG1294'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1476 ***********************************************************************
 LH1476  DESIGNATION -  Z 438
 LH1476  PID         -  LH1476
 LH1476  STATE/COUNTY-  NE/ADAMS
 LH1476  COUNTRY     -  US
 LH1476  USGS QUAD   -  HASTINGS WEST (2017)
 LH1476
 LH1476                         *CURRENT SURVEY CONTROL
 LH1476  ______________________________________________________________________
 LH1476* NAD 83(1986) POSITION- 40 35 46.2    (N) 098 24 41.0    (W)   HD_HELD2
 LH1476* NAVD 88 ORTHO HEIGHT -   587.570 (meters)     1927.72  (feet) ADJUSTED
 LH1476  ______________________________________________________________________
 LH1476  GEOID HEIGHT    -        -25.274 (meters)                     GEOID18
 LH1476  DYNAMIC HEIGHT  -        587.241 (meters)     1926.64  (feet) COMP
 LH1476  MODELED GRAVITY -    980,046.1   (mgal)                       NAVD 88
 LH1476
 LH1476  VERT ORDER      -  FIRST     CLASS II
 LH1476
 LH1476.The horizontal coordinates were established by autonomous hand held GPS
 LH1476.observations and have an estimated accuracy of +/- 10 meters.
 LH1476
 LH1476.The orthometric height was determined by differential leveling and
 LH1476.adjusted by the NATIONAL GEODETIC SURVEY
 LH1476.in May 1993.
 LH1476
 LH1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1476.GEOID18 height accuracy estimate available here.
 LH1476
 LH1476.Click photographs - Photos may exist for this station.
 LH1476
 LH1476.The dynamic height is computed by dividing the NAVD 88
 LH1476.geopotential number by the normal gravity value computed on the
 LH1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1476.degrees latitude (g = 980.6199 gals.).
 LH1476
 LH1476.The modeled gravity was interpolated from observed gravity values.
 LH1476
 LH1476;                    North         East    Units  Estimated Accuracy
 LH1476;SPC NE       -    85,932.      634,434.      MT  (+/- 10 meters HH2 GPS)
 LH1476
 LH1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4980494095(NAD 83)
 LH1476
 LH1476                          SUPERSEDED SURVEY CONTROL
 LH1476
 LH1476.No superseded survey control is available for this station.
 LH1476
 LH1476_MARKER: F = FLANGE-ENCASED ROD
 LH1476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1476_STAMPING: Z 438 1991
 LH1476_MARK LOGO: NGS
 LH1476_PROJECTION: FLUSH
 LH1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1476+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1476_ROD/PIPE-DEPTH: 14.3 meters
 LH1476
 LH1476  HISTORY     - Date     Condition        Report By
 LH1476  HISTORY     - 1991     MONUMENTED       NGS
 LH1476  HISTORY     - 20100427 GOOD             JEOCON
 LH1476  HISTORY     - 20150811 GOOD             GEOCAC
 LH1476
 LH1476                          STATION DESCRIPTION
 LH1476
 LH1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1476'IN HASTINGS, AT THE INTERSECTION OF CRANE AVENUE AND HOME STREET,
 LH1476'30.6 M (100.4 FT) WEST OF THE AVENUE CENTER, 6.8 M (22.3 FT) NORTH OF
 LH1476'AND LEVEL WITH THE STREET CENTER, 2.2 M (7.2 FT) SOUTH OF A
 LH1476'CHAIN-LINK FENCE AND WITNESS POST, AND 0.7 WEST OF A UTILITY POLE.
 LH1476'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1476
 LH1476                          STATION RECOVERY (2010)
 LH1476
 LH1476'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (JG)
 LH1476'RECOVERED IN GOOD CONDITION.
 LH1476
 LH1476                          STATION RECOVERY (2015)
 LH1476
 LH1476'RECOVERY NOTE BY GEOCACHING 2015 (RCF)
 LH1476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1349 ***********************************************************************
 LG1349  DESIGNATION -  Z 439
 LG1349  PID         -  LG1349
 LG1349  STATE/COUNTY-  NE/OTOE
 LG1349  COUNTRY     -  US
 LG1349  USGS QUAD   -  DUNBAR (2017)
 LG1349
 LG1349                         *CURRENT SURVEY CONTROL
 LG1349  ______________________________________________________________________
 LG1349* NAD 83(1986) POSITION- 40 40 06.     (N) 096 02 49.     (W)   SCALED
 LG1349* NAVD 88 ORTHO HEIGHT -   328.022 (meters)     1076.19  (feet) ADJUSTED
 LG1349  ______________________________________________________________________
 LG1349  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 LG1349  DYNAMIC HEIGHT  -        327.852 (meters)     1075.63  (feet) COMP
 LG1349  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 LG1349
 LG1349  VERT ORDER      -  FIRST     CLASS II
 LG1349
 LG1349.The horizontal coordinates were scaled from a map and have
 LG1349.an estimated accuracy of +/- 6 seconds.
 LG1349
 LG1349.The orthometric height was determined by differential leveling and
 LG1349.adjusted by the NATIONAL GEODETIC SURVEY
 LG1349.in May 1993.
 LG1349
 LG1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1349.GEOID18 height accuracy estimate available here.
 LG1349
 LG1349.Click photographs - Photos may exist for this station.
 LG1349
 LG1349.The dynamic height is computed by dividing the NAVD 88
 LG1349.geopotential number by the normal gravity value computed on the
 LG1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1349.degrees latitude (g = 980.6199 gals.).
 LG1349
 LG1349.The modeled gravity was interpolated from observed gravity values.
 LG1349
 LG1349;                    North         East    Units  Estimated Accuracy
 LG1349;SPC NE       -   100,350.      834,060.      MT  (+/- 180 meters Scaled)
 LG1349
 LG1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL496061(NAD 83)
 LG1349
 LG1349                          SUPERSEDED SURVEY CONTROL
 LG1349
 LG1349.No superseded survey control is available for this station.
 LG1349
 LG1349_MARKER: DV = VERTICAL CONTROL DISK
 LG1349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1349_SP_SET: ABUTMENT
 LG1349_STAMPING: Z 439 1991
 LG1349_MARK LOGO: NGS
 LG1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1349+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2020
 LG1349
 LG1349  HISTORY     - Date     Condition        Report By
 LG1349  HISTORY     - 1991     MONUMENTED       NGS
 LG1349  HISTORY     - 20200831 GOOD             NEGS
 LG1349
 LG1349                          STATION DESCRIPTION
 LG1349
 LG1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1349'11.3 KM (7.00 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1349'STATE HIGHWAY 50 IN SYRACUSE, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF
 LG1349'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LG1349'49585 SPANNING DEER CREEK, 7.1 M (23.3 FT) SOUTH OF THE HIGHWAY
 LG1349'CENTERLINE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LG1349'(0.3 FT) WEST OF THE SOUTHEAST CORNER OF THE ABUTMENT.
 LG1349
 LG1349                          STATION RECOVERY (2020)
 LG1349
 LG1349'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG1349'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 2 AND NE. HIGHWAY 67,
 LG1349'NORTH OF DUNBAR, NE., GO SOUTH ON NE. HIGHWAY 67 FOR 0.25 MI (0.40 KM)
 LG1349'TO OLD HIGHWAY 2.  TURN RIGHT ONTO OLD HIGHWAY 2 AND GO WEST FOR 0.92
 LG1349'MI (1.48 KM) TO A BRIDGE AND THE MARK ON THE ABUTMENT ON THE SOUTHEAST
 LG1349'CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1526 ***********************************************************************
 LF1526  DESIGNATION -  Z 440
 LF1526  PID         -  LF1526
 LF1526  STATE/COUNTY-  NE/OTOE
 LF1526  COUNTRY     -  US
 LF1526  USGS QUAD   -  NEBRASKA CITY (2017)
 LF1526
 LF1526                         *CURRENT SURVEY CONTROL
 LF1526  ______________________________________________________________________
 LF1526* NAD 83(1986) POSITION- 40 40 09.39   (N) 095 49 55.93   (W)   HD_HELD1
 LF1526* NAVD 88 ORTHO HEIGHT -   307.883 (meters)     1010.11  (feet) ADJUSTED
 LF1526  ______________________________________________________________________
 LF1526  GEOID HEIGHT    -        -29.315 (meters)                     GEOID18
 LF1526  DYNAMIC HEIGHT  -        307.721 (meters)     1009.58  (feet) COMP
 LF1526  MODELED GRAVITY -    980,092.1   (mgal)                       NAVD 88
 LF1526
 LF1526  VERT ORDER      -  FIRST     CLASS II
 LF1526
 LF1526.The horizontal coordinates were determined by differentially corrected
 LF1526.hand held GPS observations or other comparable positioning techniques
 LF1526.and have an estimated accuracy of +/- 3 meters.
 LF1526
 LF1526.The orthometric height was determined by differential leveling and
 LF1526.adjusted by the NATIONAL GEODETIC SURVEY
 LF1526.in May 1993.
 LF1526
 LF1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1526.GEOID18 height accuracy estimate available here.
 LF1526
 LF1526.Click photographs - Photos may exist for this station.
 LF1526
 LF1526.The dynamic height is computed by dividing the NAVD 88
 LF1526.geopotential number by the normal gravity value computed on the
 LF1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1526.degrees latitude (g = 980.6199 gals.).
 LF1526
 LF1526.The modeled gravity was interpolated from observed gravity values.
 LF1526
 LF1526;                    North         East    Units  Estimated Accuracy
 LF1526;SPC NE       -   101,304.0     852,185.8     MT  (+/- 3 meters HH1 GPS) 
 LF1526
 LF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6060505902(NAD 83)
 LF1526
 LF1526                          SUPERSEDED SURVEY CONTROL
 LF1526
 LF1526.No superseded survey control is available for this station.
 LF1526
 LF1526_MARKER: DV = VERTICAL CONTROL DISK
 LF1526_SETTING: 66 = SET IN ROCK OUTCROP
 LF1526_STAMPING: Z 440 1991
 LF1526_MARK LOGO: NGS
 LF1526_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1526+STABILITY: POSITION/ELEVATION WELL
 LF1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1526+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1526
 LF1526  HISTORY     - Date     Condition        Report By
 LF1526  HISTORY     - 1991     MONUMENTED       NGS
 LF1526
 LF1526                          STATION DESCRIPTION
 LF1526
 LF1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1526'3.1 KM (1.90 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1526'STATE HIGHWAY 75 IN NEBRASKA CITY, NEAR THE SOUTHEAST END OF A 9 BY
 LF1526'11-FOOT AREA OF OUTCROPPING BEDROCK, 15.7 M (51.5 FT) NORTHWEST OF
 LF1526'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 11.2 M (36.7
 LF1526'FT) WEST-NORTHWEST OF THE WEST CORNER OF A HIGHWAY BRIDGE SPANNING
 LF1526'THE MISSOURI RIVER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LF1526'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 AI2461 ***********************************************************************
 AI2461  DESIGNATION -  Z 441
 AI2461  PID         -  AI2461
 AI2461  STATE/COUNTY-  NE/PIERCE
 AI2461  COUNTRY     -  US
 AI2461  USGS QUAD   -  PIERCE NW (2017)
 AI2461
 AI2461                         *CURRENT SURVEY CONTROL
 AI2461  ______________________________________________________________________
 AI2461* NAD 83(1986) POSITION- 42 12 22.     (N) 097 39 35.     (W)   SCALED
 AI2461* NAVD 88 ORTHO HEIGHT -   521.283 (meters)     1710.24  (feet) ADJUSTED
 AI2461  ______________________________________________________________________
 AI2461  GEOID HEIGHT    -        -24.872 (meters)                     GEOID18
 AI2461  DYNAMIC HEIGHT  -        521.084 (meters)     1709.59  (feet) COMP
 AI2461  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 AI2461
 AI2461  VERT ORDER      -  SECOND    CLASS I
 AI2461
 AI2461.The horizontal coordinates were scaled from a map and have
 AI2461.an estimated accuracy of +/- 6 seconds.
 AI2461
 AI2461.The orthometric height was determined by differential leveling and
 AI2461.adjusted by the NATIONAL GEODETIC SURVEY
 AI2461.in July 2002.
 AI2461
 AI2461.No vertical observational check was made to the station.
 AI2461
 AI2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2461.GEOID18 height accuracy estimate available here.
 AI2461
 AI2461.Click photographs - Photos may exist for this station.
 AI2461
 AI2461.The dynamic height is computed by dividing the NAVD 88
 AI2461.geopotential number by the normal gravity value computed on the
 AI2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2461.degrees latitude (g = 980.6199 gals.).
 AI2461
 AI2461.The modeled gravity was interpolated from observed gravity values.
 AI2461
 AI2461;                    North         East    Units  Estimated Accuracy
 AI2461;SPC NE       -   266,060.      693,190.      MT  (+/- 180 meters Scaled)
 AI2461
 AI2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM106735(NAD 83)
 AI2461
 AI2461                          SUPERSEDED SURVEY CONTROL
 AI2461
 AI2461.No superseded survey control is available for this station.
 AI2461
 AI2461_MARKER: F = FLANGE-ENCASED ROD
 AI2461_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2461_STAMPING: Z 441 1999
 AI2461_MARK LOGO: NGS
 AI2461_PROJECTION: FLUSH
 AI2461_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2461+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2461_ROD/PIPE-DEPTH: 13.9 meters
 AI2461_SLEEVE-DEPTH  : 0.9 meters
 AI2461
 AI2461  HISTORY     - Date     Condition        Report By
 AI2461  HISTORY     - 1999     MONUMENTED       NGS
 AI2461
 AI2461                          STATION DESCRIPTION
 AI2461
 AI2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2461'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2461'IN PIERCE, THENCE 10.2 KM (6.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2461'23.7 M (77.8 FT) SOUTH OF THE ROAD CENTER, 9.9 M (32.5 FT) EAST OF THE
 AI2461'CENTER OF 543 AVENUE, 8.9 M (29.2 FT) SOUTH OF A FENCE CORNER, 0.8 M
 AI2461'(2.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) WEST OF A
 AI2461'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI2461'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI2461'FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH0764 ***********************************************************************
 LH0764  DESIGNATION -  Z 5
 LH0764  PID         -  LH0764
 LH0764  STATE/COUNTY-  NE/DAWSON
 LH0764  COUNTRY     -  US
 LH0764  USGS QUAD   -  OVERTON (2017)
 LH0764
 LH0764                         *CURRENT SURVEY CONTROL
 LH0764  ______________________________________________________________________
 LH0764* NAD 83(1986) POSITION- 40 44 44.     (N) 099 35 52.     (W)   SCALED
 LH0764* NAVD 88 ORTHO HEIGHT -   713.143 (meters)     2339.70  (feet) ADJUSTED
 LH0764  ______________________________________________________________________
 LH0764  GEOID HEIGHT    -        -24.054 (meters)                     GEOID18
 LH0764  DYNAMIC HEIGHT  -        712.722 (meters)     2338.32  (feet) COMP
 LH0764  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 LH0764
 LH0764  VERT ORDER      -  FIRST     CLASS II
 LH0764
 LH0764.The horizontal coordinates were scaled from a map and have
 LH0764.an estimated accuracy of +/- 6 seconds.
 LH0764
 LH0764.The orthometric height was determined by differential leveling and
 LH0764.adjusted by the NATIONAL GEODETIC SURVEY
 LH0764.in May 1993.
 LH0764
 LH0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH0764.GEOID18 height accuracy estimate available here.
 LH0764
 LH0764.Click photographs - Photos may exist for this station.
 LH0764
 LH0764.The dynamic height is computed by dividing the NAVD 88
 LH0764.geopotential number by the normal gravity value computed on the
 LH0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0764.degrees latitude (g = 980.6199 gals.).
 LH0764
 LH0764.The modeled gravity was interpolated from observed gravity values.
 LH0764
 LH0764;                    North         East    Units  Estimated Accuracy
 LH0764;SPC NE       -   101,360.      533,960.      MT  (+/- 180 meters Scaled)
 LH0764
 LH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML495106(NAD 83)
 LH0764
 LH0764                          SUPERSEDED SURVEY CONTROL
 LH0764
 LH0764  NAVD 88 (06/15/91)  713.170  (m)         2339.79   (f) SUPERSEDED  1 2
 LH0764  NGVD 29 (02/14/92)  712.877  (m)         2338.83   (f) ADJUSTED    1 2
 LH0764  NGVD 29 (??/??/87)  712.897  (m)         2338.90   (f) SUPERSEDED  1 2
 LH0764
 LH0764.Superseded values are not recommended for survey control.
 LH0764
 LH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0764.See file dsdata.pdf to determine how the superseded data were derived.
 LH0764
 LH0764_MARKER: DB = BENCH MARK DISK
 LH0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0764_STAMPING: Z 5 1933 2338.896
 LH0764_MARK LOGO: CGS
 LH0764_PROJECTION: FLUSH
 LH0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0764+STABILITY: SURFACE MOTION
 LH0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0764+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0764
 LH0764  HISTORY     - Date     Condition        Report By
 LH0764  HISTORY     - 1933     MONUMENTED       CGS
 LH0764  HISTORY     - 1974     MARK NOT FOUND   NGS
 LH0764  HISTORY     - 19910920 GOOD             NGS
 LH0764
 LH0764                          STATION DESCRIPTION
 LH0764
 LH0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0764'3.2 MI NW FROM OVERTON.
 LH0764'ABOUT 3.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0764'OVERTON, DAWSON COUNTY, ABOUT 25 POLES NORTHWEST OF MILEPOST
 LH0764'216, AT A COUNTY-ROAD CROSSING, 89.5 FEET SOUTH OF THE CENTER
 LH0764'LINE OF U.S. HIGHWAY 30, 47 FEET WEST OF THE CENTER LINE OF THE
 LH0764'ROAD, 42.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK,
 LH0764'11.2 FEET WEST OF THE WEST FENCE OF THE ROAD, AND 5.7 FEET
 LH0764'SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 LH0764'DISK, STAMPED 2338.896 Z 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0764'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- IT IS
 LH0764'BELIEVED THIS MARK WAS DESTROYED BY ROAD CONSTRUCTION ALONG N
 LH0764'SIDE OF THE RR TRACK.
 LH0764
 LH0764                          STATION RECOVERY (1974)
 LH0764
 LH0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LH0764'MARK NOT FOUND.
 LH0764
 LH0764                          STATION RECOVERY (1991)
 LH0764
 LH0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0764'12.4 KM (7.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0764'OF U.S. HIGHWAY 283 IN LEXINGTON, 27.3 M (89.6 FT) SOUTH OF THE
 LH0764'HIGHWAY CENTERLINE, 14.0 M (45.9 FT) WEST OF THE CENTER OF A PAVED
 LH0764'ROAD, 12.7 M (41.7 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0764'RAILROAD, 5.4 M (17.7 FT) SOUTHWEST OF A UTILITY POLE, 4.2 M (13.8
 LH0764'FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LH0764'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 LH0764'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0175 ***********************************************************************
 MN0175  DESIGNATION -  Z 50
 MN0175  PID         -  MN0175
 MN0175  STATE/COUNTY-  NE/MORRILL
 MN0175  COUNTRY     -  US
 MN0175  USGS QUAD   -  BAYARD (2017)
 MN0175
 MN0175                         *CURRENT SURVEY CONTROL
 MN0175  ______________________________________________________________________
 MN0175* NAD 83(1986) POSITION- 41 45 38.     (N) 103 21 12.     (W)   SCALED
 MN0175* NAVD 88 ORTHO HEIGHT -  1147.049 (meters)     3763.28  (feet) ADJUSTED
 MN0175  ______________________________________________________________________
 MN0175  GEOID HEIGHT    -        -19.481 (meters)                     GEOID18
 MN0175  DYNAMIC HEIGHT  -       1146.309 (meters)     3760.85  (feet) COMP
 MN0175  MODELED GRAVITY -    979,938.4   (mgal)                       NAVD 88
 MN0175
 MN0175  VERT ORDER      -  SECOND    CLASS 0
 MN0175
 MN0175.The horizontal coordinates were scaled from a map and have
 MN0175.an estimated accuracy of +/- 6 seconds.
 MN0175
 MN0175.The orthometric height was determined by differential leveling and
 MN0175.adjusted by the NATIONAL GEODETIC SURVEY
 MN0175.in June 1991.
 MN0175
 MN0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0175.GEOID18 height accuracy estimate available here.
 MN0175
 MN0175.Click photographs - Photos may exist for this station.
 MN0175
 MN0175.The dynamic height is computed by dividing the NAVD 88
 MN0175.geopotential number by the normal gravity value computed on the
 MN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0175.degrees latitude (g = 980.6199 gals.).
 MN0175
 MN0175.The modeled gravity was interpolated from observed gravity values.
 MN0175
 MN0175;                    North         East    Units  Estimated Accuracy
 MN0175;SPC NE       -   219,380.      221,300.      MT  (+/- 180 meters Scaled)
 MN0175
 MN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG368245(NAD 83)
 MN0175
 MN0175                          SUPERSEDED SURVEY CONTROL
 MN0175
 MN0175  NGVD 29 (??/??/92) 1146.432  (m)         3761.25   (f) ADJ UNCH    2 0
 MN0175
 MN0175.Superseded values are not recommended for survey control.
 MN0175
 MN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0175.See file dsdata.pdf to determine how the superseded data were derived.
 MN0175
 MN0175_MARKER: DB = BENCH MARK DISK
 MN0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0175_STAMPING: Z 50 1934
 MN0175_MARK LOGO: CGS
 MN0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0175+STABILITY: SURFACE MOTION
 MN0175
 MN0175  HISTORY     - Date     Condition        Report By
 MN0175  HISTORY     - 1934     MONUMENTED       CGS
 MN0175
 MN0175                          STATION DESCRIPTION
 MN0175
 MN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0175'1.6 MI NW FROM BAYARD.
 MN0175'ABOUT 1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0175'QUINCY RAILROAD FROM THE STATION AT BAYARD, MORRILL COUNTY, ABOUT
 MN0175'0.4 MILE NORTHWEST OF MILEPOST 13, 72.5 FEET SOUTHEAST OF THE
 MN0175'CENTER LINE OF A ROAD CROSSING, 35.5 FEET EAST OF THE CENTER LINE
 MN0175'OF THE ROAD, AND 44.5 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 MN0175'DISK, STAMPED Z 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0111 ***********************************************************************
 MN0111  DESIGNATION -  Z 51
 MN0111  PID         -  MN0111
 MN0111  STATE/COUNTY-  NE/GARDEN
 MN0111  COUNTRY     -  US
 MN0111  USGS QUAD   -  LISCO (2017)
 MN0111
 MN0111                         *CURRENT SURVEY CONTROL
 MN0111  ______________________________________________________________________
 MN0111* NAD 83(1986) POSITION- 41 27 56.     (N) 102 31 17.     (W)   SCALED
 MN0111* NAVD 88 ORTHO HEIGHT -  1057.254 (meters)     3468.67  (feet) ADJUSTED
 MN0111  ______________________________________________________________________
 MN0111  GEOID HEIGHT    -        -19.909 (meters)                     GEOID18
 MN0111  DYNAMIC HEIGHT  -       1056.598 (meters)     3466.52  (feet) COMP
 MN0111  MODELED GRAVITY -    979,967.1   (mgal)                       NAVD 88
 MN0111
 MN0111  VERT ORDER      -  SECOND    CLASS 0
 MN0111
 MN0111.The horizontal coordinates were scaled from a map and have
 MN0111.an estimated accuracy of +/- 6 seconds.
 MN0111
 MN0111.The orthometric height was determined by differential leveling and
 MN0111.adjusted by the NATIONAL GEODETIC SURVEY
 MN0111.in June 1991.
 MN0111
 MN0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0111.GEOID18 height accuracy estimate available here.
 MN0111
 MN0111.Click photographs - Photos may exist for this station.
 MN0111
 MN0111.The dynamic height is computed by dividing the NAVD 88
 MN0111.geopotential number by the normal gravity value computed on the
 MN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0111.degrees latitude (g = 980.6199 gals.).
 MN0111
 MN0111.The modeled gravity was interpolated from observed gravity values.
 MN0111
 MN0111;                    North         East    Units  Estimated Accuracy
 MN0111;SPC NE       -   184,290.      289,460.      MT  (+/- 180 meters Scaled)
 MN0111
 MN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF069934(NAD 83)
 MN0111
 MN0111                          SUPERSEDED SURVEY CONTROL
 MN0111
 MN0111  NGVD 29 (??/??/92) 1056.743  (m)         3467.00   (f) ADJ UNCH    2 0
 MN0111
 MN0111.Superseded values are not recommended for survey control.
 MN0111
 MN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0111.See file dsdata.pdf to determine how the superseded data were derived.
 MN0111
 MN0111_MARKER: DB = BENCH MARK DISK
 MN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0111_STAMPING: Z 51 1934
 MN0111_MARK LOGO: CGS
 MN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0111+STABILITY: SURFACE MOTION
 MN0111
 MN0111  HISTORY     - Date     Condition        Report By
 MN0111  HISTORY     - 1934     MONUMENTED       CGS
 MN0111  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0111
 MN0111                          STATION DESCRIPTION
 MN0111
 MN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0111'5.4 MI E FROM LISCO.
 MN0111'ABOUT 5.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0111'STATION AT LISCO, GARDEN COUNTY, ABOUT 5-1/2 POLES EAST OF
 MN0111'MILEPOST 81, 39 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MN0111'39 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26, AND 10 FEET
 MN0111'SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0111'STAMPED Z 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0111
 MN0111                          STATION RECOVERY (1972)
 MN0111
 MN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0025 ***********************************************************************
 MN0025  DESIGNATION -  Z 52
 MN0025  PID         -  MN0025
 MN0025  STATE/COUNTY-  NE/DEUEL
 MN0025  COUNTRY     -  US
 MN0025  USGS QUAD   -  CHAPPELL (2017)
 MN0025
 MN0025                         *CURRENT SURVEY CONTROL
 MN0025  ______________________________________________________________________
 MN0025* NAD 83(1986) POSITION- 41 05 32.63   (N) 102 28 25.18   (W)   HD_HELD1
 MN0025* NAVD 88 ORTHO HEIGHT -  1127.222 (meters)     3698.23  (feet) ADJUSTED
 MN0025  ______________________________________________________________________
 MN0025  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 MN0025  DYNAMIC HEIGHT  -       1126.482 (meters)     3695.80  (feet) COMP
 MN0025  MODELED GRAVITY -    979,928.3   (mgal)                       NAVD 88
 MN0025
 MN0025  VERT ORDER      -  SECOND    CLASS 0
 MN0025
 MN0025.The horizontal coordinates were determined by differentially corrected
 MN0025.hand held GPS observations or other comparable positioning techniques
 MN0025.and have an estimated accuracy of +/- 3 meters.
 MN0025
 MN0025.The orthometric height was determined by differential leveling and
 MN0025.adjusted by the NATIONAL GEODETIC SURVEY
 MN0025.in June 1991.
 MN0025
 MN0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0025.GEOID18 height accuracy estimate available here.
 MN0025
 MN0025.Click photographs - Photos may exist for this station.
 MN0025
 MN0025.The dynamic height is computed by dividing the NAVD 88
 MN0025.geopotential number by the normal gravity value computed on the
 MN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0025.degrees latitude (g = 980.6199 gals.).
 MN0025
 MN0025.The modeled gravity was interpolated from observed gravity values.
 MN0025
 MN0025;                    North         East    Units  Estimated Accuracy
 MN0025;SPC NE       -   142,760.9     292,262.9     MT  (+/- 3 meters HH1 GPS) 
 MN0025
 MN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1218152089(NAD 83)
 MN0025
 MN0025                          SUPERSEDED SURVEY CONTROL
 MN0025
 MN0025  NGVD 29 (??/??/92) 1126.730  (m)         3696.61   (f) ADJ UNCH    2 0
 MN0025
 MN0025.Superseded values are not recommended for survey control.
 MN0025
 MN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0025.See file dsdata.pdf to determine how the superseded data were derived.
 MN0025
 MN0025_MARKER: DB = BENCH MARK DISK
 MN0025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0025+WITH SETTING: PAVEMENT
 MN0025_SP_SET: WATER TANK BASE
 MN0025_STAMPING: Z 52 1934
 MN0025_MARK LOGO: CGS
 MN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0025+STABILITY: SURFACE MOTION
 MN0025
 MN0025  HISTORY     - Date     Condition        Report By
 MN0025  HISTORY     - 1934     MONUMENTED       CGS
 MN0025  HISTORY     - 1941     GOOD             CGS
 MN0025
 MN0025                          STATION DESCRIPTION
 MN0025
 MN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MN0025'AT CHAPPELL.
 MN0025'AT CHAPPELL, DEUEL COUNTY, ON THE UNION PACIFIC RAILROAD, 270
 MN0025'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 175 FEET
 MN0025'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 88 FEET SOUTH OF THE
 MN0025'CENTERLINE OF U.S. HIGHWAY 30, AND IN THE TOP OF THE SOUTHWEST
 MN0025'CONCRETE BASE OF A WATER TANK.  A STANDARD DISK, STAMPED Z 52
 MN0025'1934.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0007 ***********************************************************************
 MN0007  DESIGNATION -  Z 53
 MN0007  PID         -  MN0007
 MN0007  STATE/COUNTY-  NE/GARDEN
 MN0007  COUNTRY     -  US
 MN0007  USGS QUAD   -  DEER LAKE (2017)
 MN0007
 MN0007                         *CURRENT SURVEY CONTROL
 MN0007  ______________________________________________________________________
 MN0007* NAD 83(1986) POSITION- 41 40 30.     (N) 102 22 19.     (W)   SCALED
 MN0007* NAVD 88 ORTHO HEIGHT -  1151.148 (meters)     3776.72  (feet) ADJUSTED
 MN0007  ______________________________________________________________________
 MN0007  GEOID HEIGHT    -        -19.621 (meters)                     GEOID18
 MN0007  DYNAMIC HEIGHT  -       1150.444 (meters)     3774.42  (feet) COMP
 MN0007  MODELED GRAVITY -    979,970.8   (mgal)                       NAVD 88
 MN0007
 MN0007  VERT ORDER      -  SECOND    CLASS 0
 MN0007
 MN0007.The horizontal coordinates were scaled from a map and have
 MN0007.an estimated accuracy of +/- 6 seconds.
 MN0007
 MN0007.The orthometric height was determined by differential leveling and
 MN0007.adjusted by the NATIONAL GEODETIC SURVEY
 MN0007.in June 1991.
 MN0007
 MN0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0007.GEOID18 height accuracy estimate available here.
 MN0007
 MN0007.Click photographs - Photos may exist for this station.
 MN0007
 MN0007.The dynamic height is computed by dividing the NAVD 88
 MN0007.geopotential number by the normal gravity value computed on the
 MN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0007.degrees latitude (g = 980.6199 gals.).
 MN0007
 MN0007.The modeled gravity was interpolated from observed gravity values.
 MN0007
 MN0007;                    North         East    Units  Estimated Accuracy
 MN0007;SPC NE       -   207,180.      302,580.      MT  (+/- 180 meters Scaled)
 MN0007
 MN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG187170(NAD 83)
 MN0007
 MN0007                          SUPERSEDED SURVEY CONTROL
 MN0007
 MN0007  NGVD 29 (??/??/92) 1150.629  (m)         3775.02   (f) ADJ UNCH    2 0
 MN0007
 MN0007.Superseded values are not recommended for survey control.
 MN0007
 MN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0007.See file dsdata.pdf to determine how the superseded data were derived.
 MN0007
 MN0007_MARKER: DB = BENCH MARK DISK
 MN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0007_STAMPING: Z 53 1934
 MN0007_MARK LOGO: CGS
 MN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0007+STABILITY: SURFACE MOTION
 MN0007
 MN0007  HISTORY     - Date     Condition        Report By
 MN0007  HISTORY     - 1934     MONUMENTED       CGS
 MN0007  HISTORY     - 1938     GOOD             CGS
 MN0007
 MN0007                          STATION DESCRIPTION
 MN0007
 MN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0007'20.3 MI N FROM OSHKOSH.
 MN0007'20.3 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0007'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0007'COUNTY, 600 YARDS WEST OF A HILL WITH SAND PEAKS, IN A FLAT
 MN0007'SURROUNDED BY HILLS, AND 62 FEET WEST OF THE ROAD.  A STANDARD
 MN0007'DISK, STAMPED Z 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0007
 MN0007                          STATION RECOVERY (1938)
 MN0007
 MN0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0237 ***********************************************************************
 MN0237  DESIGNATION -  Z 54
 MN0237  PID         -  MN0237
 MN0237  STATE/COUNTY-  NE/KIMBALL
 MN0237  COUNTRY     -  US
 MN0237  USGS QUAD   -  BENNETT RESERVOIR WEST (2017)
 MN0237
 MN0237                         *CURRENT SURVEY CONTROL
 MN0237  ______________________________________________________________________
 MN0237* NAD 83(1986) POSITION- 41 18 27.28   (N) 103 41 29.12   (W)   HD_HELD1
 MN0237* NAVD 88 ORTHO HEIGHT -  1480.714 (meters)     4857.98  (feet) ADJUSTED
 MN0237  ______________________________________________________________________
 MN0237  GEOID HEIGHT    -        -18.654 (meters)                     GEOID18
 MN0237  DYNAMIC HEIGHT  -       1479.637 (meters)     4854.44  (feet) COMP
 MN0237  MODELED GRAVITY -    979,843.8   (mgal)                       NAVD 88
 MN0237
 MN0237  VERT ORDER      -  SECOND    CLASS 0
 MN0237
 MN0237.The horizontal coordinates were determined by differentially corrected
 MN0237.hand held GPS observations or other comparable positioning techniques
 MN0237.and have an estimated accuracy of +/- 3 meters.
 MN0237
 MN0237.The orthometric height was determined by differential leveling and
 MN0237.adjusted by the NATIONAL GEODETIC SURVEY
 MN0237.in June 1991.
 MN0237
 MN0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0237.GEOID18 height accuracy estimate available here.
 MN0237
 MN0237.Click photographs - Photos may exist for this station.
 MN0237
 MN0237.The dynamic height is computed by dividing the NAVD 88
 MN0237.geopotential number by the normal gravity value computed on the
 MN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0237.degrees latitude (g = 980.6199 gals.).
 MN0237
 MN0237.The modeled gravity was interpolated from observed gravity values.
 MN0237
 MN0237;                    North         East    Units  Estimated Accuracy
 MN0237;SPC NE       -   170,274.6     191,067.4     MT  (+/- 3 meters HH1 GPS) 
 MN0237
 MN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0954173727(NAD 83)
 MN0237
 MN0237                          SUPERSEDED SURVEY CONTROL
 MN0237
 MN0237  NGVD 29 (??/??/92) 1480.026  (m)         4855.72   (f) ADJ UNCH    2 0
 MN0237
 MN0237.Superseded values are not recommended for survey control.
 MN0237
 MN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0237.See file dsdata.pdf to determine how the superseded data were derived.
 MN0237
 MN0237_MARKER: DB = BENCH MARK DISK
 MN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0237_STAMPING: Z 54 1934
 MN0237_MARK LOGO: CGS
 MN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0237+STABILITY: SURFACE MOTION
 MN0237
 MN0237  HISTORY     - Date     Condition        Report By
 MN0237  HISTORY     - 1934     MONUMENTED       CGS
 MN0237  HISTORY     - 1941     GOOD             CGS
 MN0237
 MN0237                          STATION DESCRIPTION
 MN0237
 MN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0237'20.2 MI S FROM HARRISBURG.
 MN0237'IN KIMBALL COUNTY, ABOUT 20.2 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0237'FROM THE COURTHOUSE AT HARRISBURG, BANNER COUNTY, ABOUT 0.5 MILE
 MN0237'EAST OF A CURVE, ABOUT 1,040 FEET EAST OF A CULVERT ACROSS THE
 MN0237'HIGHWAY, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 MN0237'5 FEET SOUTH OF THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED
 MN0237'Z 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0237
 MN0237                          STATION RECOVERY (1941)
 MN0237
 MN0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MN0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0011 ***********************************************************************
 MN0011  DESIGNATION -  Z 55
 MN0011  PID         -  MN0011
 MN0011  STATE/COUNTY-  NE/GARDEN
 MN0011  COUNTRY     -  US
 MN0011  USGS QUAD   -  MUMPER (2017)
 MN0011
 MN0011                         *CURRENT SURVEY CONTROL
 MN0011  ______________________________________________________________________
 MN0011* NAD 83(1986) POSITION- 41 46 00.97   (N) 102 26 27.43   (W)   HD_HELD1
 MN0011* NAVD 88 ORTHO HEIGHT -  1166.575 (meters)     3827.34  (feet) ADJUSTED
 MN0011  ______________________________________________________________________
 MN0011  GEOID HEIGHT    -        -19.429 (meters)                     GEOID18
 MN0011  DYNAMIC HEIGHT  -       1165.865 (meters)     3825.01  (feet) COMP
 MN0011  MODELED GRAVITY -    979,973.5   (mgal)                       NAVD 88
 MN0011
 MN0011  VERT ORDER      -  SECOND    CLASS 0
 MN0011
 MN0011.The horizontal coordinates were determined by differentially corrected
 MN0011.hand held GPS observations or other comparable positioning techniques
 MN0011.and have an estimated accuracy of +/- 3 meters.
 MN0011
 MN0011.The orthometric height was determined by differential leveling and
 MN0011.adjusted by the NATIONAL GEODETIC SURVEY
 MN0011.in June 1991.
 MN0011
 MN0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0011.GEOID18 height accuracy estimate available here.
 MN0011
 MN0011.Click photographs - Photos may exist for this station.
 MN0011
 MN0011.The dynamic height is computed by dividing the NAVD 88
 MN0011.geopotential number by the normal gravity value computed on the
 MN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0011.degrees latitude (g = 980.6199 gals.).
 MN0011
 MN0011.The modeled gravity was interpolated from observed gravity values.
 MN0011
 MN0011;                    North         East    Units  Estimated Accuracy
 MN0011;SPC NE       -   217,543.7     297,123.1     MT  (+/- 3 meters HH1 GPS) 
 MN0011
 MN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1271327065(NAD 83)
 MN0011
 MN0011                          SUPERSEDED SURVEY CONTROL
 MN0011
 MN0011  NGVD 29 (??/??/92) 1166.043  (m)         3825.59   (f) ADJ UNCH    2 0
 MN0011
 MN0011.Superseded values are not recommended for survey control.
 MN0011
 MN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0011.See file dsdata.pdf to determine how the superseded data were derived.
 MN0011
 MN0011_MARKER: DB = BENCH MARK DISK
 MN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0011_STAMPING: Z 55 1934
 MN0011_MARK LOGO: CGS
 MN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0011+STABILITY: SURFACE MOTION
 MN0011
 MN0011  HISTORY     - Date     Condition        Report By
 MN0011  HISTORY     - 1934     MONUMENTED       CGS
 MN0011  HISTORY     - 1938     GOOD             CGS
 MN0011  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0011
 MN0011                          STATION DESCRIPTION
 MN0011
 MN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0011'28.8 MI N FROM OSHKOSH.
 MN0011'28.8 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0011'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0011'COUNTY, 1.7 MILES SOUTH OF THE POST OFFICE AT MUMPER, 0.4 MILE
 MN0011'NORTH OF THE FEDERAL WATERFOWL REFUGE HEADQUARTERS, AND 34 FEET
 MN0011'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 MN0011'STAMPED Z 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0011
 MN0011                          STATION RECOVERY (1938)
 MN0011
 MN0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MN0011'RECOVERED IN GOOD CONDITION.
 MN0011
 MN0011                          STATION RECOVERY (1984)
 MN0011
 MN0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0431 ***********************************************************************
 NP0431  DESIGNATION -  Z 56
 NP0431  PID         -  NP0431
 NP0431  STATE/COUNTY-  NE/SIOUX
 NP0431  COUNTRY     -  US
 NP0431  USGS QUAD   -  WHISTLE CREEK SE (2017)
 NP0431
 NP0431                         *CURRENT SURVEY CONTROL
 NP0431  ______________________________________________________________________
 NP0431* NAD 83(1986) POSITION- 42 16 45.     (N) 103 34 55.     (W)   SCALED
 NP0431* NAVD 88 ORTHO HEIGHT -  1425.022 (meters)     4675.26  (feet) POSTED
 NP0431  ______________________________________________________________________
 NP0431  GEOID HEIGHT    -        -17.958 (meters)                     GEOID18
 NP0431  DYNAMIC HEIGHT  -       1424.12  (meters)     4672.3   (feet) COMP
 NP0431  MODELED GRAVITY -    979,936.7   (mgal)                       NAVD 88
 NP0431
 NP0431  VERT ORDER      -  * POSTED, SEE BELOW
 NP0431
 NP0431.The horizontal coordinates were scaled from a map and have
 NP0431.an estimated accuracy of +/- 6 seconds.
 NP0431
 NP0431.The orthometric height was determined by differential leveling
 NP0431.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0431
 NP0431.* This is a POSTED BENCH MARK height.
 NP0431
 NP0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0431.GEOID18 height accuracy estimate available here.
 NP0431
 NP0431.Click photographs - Photos may exist for this station.
 NP0431
 NP0431.The dynamic height is computed by dividing the NAVD 88
 NP0431.geopotential number by the normal gravity value computed on the
 NP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0431.degrees latitude (g = 980.6199 gals.).
 NP0431
 NP0431.The modeled gravity was interpolated from observed gravity values.
 NP0431
 NP0431;                    North         East    Units  Estimated Accuracy
 NP0431;SPC NE       -   277,680.      204,690.      MT  (+/- 180 meters Scaled)
 NP0431
 NP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG169817(NAD 83)
 NP0431
 NP0431                          SUPERSEDED SURVEY CONTROL
 NP0431
 NP0431  NGVD 29 (??/??/92) 1424.290  (m)         4672.86   (f) ADJ UNCH    2 0
 NP0431
 NP0431.Superseded values are not recommended for survey control.
 NP0431
 NP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0431.See file dsdata.pdf to determine how the superseded data were derived.
 NP0431
 NP0431_MARKER: DB = BENCH MARK DISK
 NP0431_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NP0431_STAMPING: Z 56 1934
 NP0431_MARK LOGO: CGS
 NP0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0431
 NP0431  HISTORY     - Date     Condition        Report By
 NP0431  HISTORY     - 1934     MONUMENTED       CGS
 NP0431  HISTORY     - 1938     GOOD             CGS
 NP0431  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0431
 NP0431                          STATION DESCRIPTION
 NP0431
 NP0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NP0431'28.4 MI W FROM HEMINGFORD.
 NP0431'ALONG A ROAD RUNNING INTO STATE HIGHWAY NO. 29 AT A POINT 1
 NP0431'MILE NORTH OF A SITE KNOWN AS ALDINE, 28.4 MILES WEST OF THE
 NP0431'POST OFFICE AT HEMINGFORD, 32 FEET NORTH OF THE CENTER OF THE
 NP0431'ROAD, 1 FOOT SOUTH OF A RIGHT OF WAY FENCE, 21 FEET EAST OF A
 NP0431'NORTH-SOUTH FENCE, AT THE TOP OF A HILL.  SET IN THE TOP OF A
 NP0431'PRECAST CONCRETE POST.
 NP0431
 NP0431                          STATION RECOVERY (1981)
 NP0431
 NP0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0497 ***********************************************************************
 NP0497  DESIGNATION -  Z 57
 NP0497  PID         -  NP0497
 NP0497  STATE/COUNTY-  NE/SIOUX
 NP0497  COUNTRY     -  US
 NP0497  USGS QUAD   -  HARRISON SE (2017)
 NP0497
 NP0497                         *CURRENT SURVEY CONTROL
 NP0497  ______________________________________________________________________
 NP0497* NAD 83(1986) POSITION- 42 34 05.     (N) 103 50 03.     (W)   SCALED
 NP0497* NAVD 88 ORTHO HEIGHT -  1457.770 (meters)     4782.70  (feet) POSTED
 NP0497  ______________________________________________________________________
 NP0497  GEOID HEIGHT    -        -16.623 (meters)                     GEOID18
 NP0497  DYNAMIC HEIGHT  -       1456.89  (meters)     4779.8   (feet) COMP
 NP0497  MODELED GRAVITY -    979,965.6   (mgal)                       NAVD 88
 NP0497
 NP0497  VERT ORDER      -  * POSTED, SEE BELOW
 NP0497
 NP0497.The horizontal coordinates were scaled from a map and have
 NP0497.an estimated accuracy of +/- 6 seconds.
 NP0497
 NP0497.The orthometric height was determined by differential leveling
 NP0497.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NP0497
 NP0497.* This is a POSTED BENCH MARK height.
 NP0497
 NP0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0497.GEOID18 height accuracy estimate available here.
 NP0497
 NP0497.Click photographs - Photos may exist for this station.
 NP0497
 NP0497.The dynamic height is computed by dividing the NAVD 88
 NP0497.geopotential number by the normal gravity value computed on the
 NP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0497.degrees latitude (g = 980.6199 gals.).
 NP0497
 NP0497.The modeled gravity was interpolated from observed gravity values.
 NP0497
 NP0497;                    North         East    Units  Estimated Accuracy
 NP0497;SPC NE       -   310,620.      185,330.      MT  (+/- 180 meters Scaled)
 NP0497
 NP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH956135(NAD 83)
 NP0497
 NP0497                          SUPERSEDED SURVEY CONTROL
 NP0497
 NP0497  NGVD 29 (??/??/92) 1457.067  (m)         4780.39   (f) ADJ UNCH    2 0
 NP0497
 NP0497.Superseded values are not recommended for survey control.
 NP0497
 NP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0497.See file dsdata.pdf to determine how the superseded data were derived.
 NP0497
 NP0497_MARKER: DB = BENCH MARK DISK
 NP0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0497_STAMPING: Z 57 1934
 NP0497_MARK LOGO: CGS
 NP0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0497+STABILITY: SURFACE MOTION
 NP0497
 NP0497  HISTORY     - Date     Condition        Report By
 NP0497  HISTORY     - 1934     MONUMENTED       CGS
 NP0497  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0497
 NP0497                          STATION DESCRIPTION
 NP0497
 NP0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0497'10.4 MI S FROM HARRISON.
 NP0497'10.4 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 NP0497'AT HARRISON, SIOUX COUNTY, 35.0 FEET EAST OF THE CENTERLINE OF
 NP0497'THE HIGHWAY, 6.5 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 1.0
 NP0497'FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z
 NP0497'57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0497
 NP0497                          STATION RECOVERY (1974)
 NP0497
 NP0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0309 ***********************************************************************
 MN0309  DESIGNATION -  Z 58
 MN0309  PID         -  MN0309
 MN0309  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0309  COUNTRY     -  US
 MN0309  USGS QUAD   -  MITCHELL (2017)
 MN0309
 MN0309                         *CURRENT SURVEY CONTROL
 MN0309  ______________________________________________________________________
 MN0309* NAD 83(1986) POSITION- 41 58 36.     (N) 103 48 50.     (W)   SCALED
 MN0309* NAVD 88 ORTHO HEIGHT -  1221.474 (meters)     4007.45  (feet) POSTED
 MN0309  ______________________________________________________________________
 MN0309  GEOID HEIGHT    -        -18.506 (meters)                     GEOID18
 MN0309  DYNAMIC HEIGHT  -       1220.69  (meters)     4004.9   (feet) COMP
 MN0309  MODELED GRAVITY -    979,938.9   (mgal)                       NAVD 88
 MN0309
 MN0309  VERT ORDER      -  * POSTED, SEE BELOW
 MN0309
 MN0309.The horizontal coordinates were scaled from a map and have
 MN0309.an estimated accuracy of +/- 6 seconds.
 MN0309
 MN0309.The orthometric height was determined by differential leveling
 MN0309.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MN0309
 MN0309.* This is a POSTED BENCH MARK height.
 MN0309
 MN0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0309.GEOID18 height accuracy estimate available here.
 MN0309
 MN0309.Click photographs - Photos may exist for this station.
 MN0309
 MN0309.The dynamic height is computed by dividing the NAVD 88
 MN0309.geopotential number by the normal gravity value computed on the
 MN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0309.degrees latitude (g = 980.6199 gals.).
 MN0309
 MN0309.The modeled gravity was interpolated from observed gravity values.
 MN0309
 MN0309;                    North         East    Units  Estimated Accuracy
 MN0309;SPC NE       -   244,940.      184,100.      MT  (+/- 180 meters Scaled)
 MN0309
 MN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG982478(NAD 83)
 MN0309
 MN0309                          SUPERSEDED SURVEY CONTROL
 MN0309
 MN0309  NGVD 29 (??/??/92) 1220.773  (m)         4005.15   (f) ADJ UNCH    2 0
 MN0309
 MN0309.Superseded values are not recommended for survey control.
 MN0309
 MN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0309.See file dsdata.pdf to determine how the superseded data were derived.
 MN0309
 MN0309_MARKER: DB = BENCH MARK DISK
 MN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0309_STAMPING: Z 58 1934
 MN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0309+STABILITY: SURFACE MOTION
 MN0309
 MN0309  HISTORY     - Date     Condition        Report By
 MN0309  HISTORY     - 1934     MONUMENTED       CGS
 MN0309  HISTORY     - 1963     MARK NOT FOUND   USGS
 MN0309
 MN0309                          STATION DESCRIPTION
 MN0309
 MN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0309'2 MI N FROM MITCHELL.
 MN0309'2.0 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE HIGH SCHOOL AT
 MN0309'MITCHELL, SCOTTS BLUFF COUNTY, 47.8 FEET SOUTHEAST OF THE CENTER
 MN0309'OF THE SOUTHEAST PIER OF A BRIDGE OVER AN IRRIGATION DITCH, 29.3
 MN0309'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.0 FEET NORTHEAST
 MN0309'OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED Z 58 1934 AND
 MN0309'SET IN THE TOP OF A CONCRETE POST.
 MN0309
 MN0309                          STATION RECOVERY (1963)
 MN0309
 MN0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MN0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0744 ***********************************************************************
 ML0744  DESIGNATION -  Z 59
 ML0744  PID         -  ML0744
 ML0744  STATE/COUNTY-  NE/CUSTER
 ML0744  COUNTRY     -  US
 ML0744  USGS QUAD   -  BROKEN BOW (2017)
 ML0744
 ML0744                         *CURRENT SURVEY CONTROL
 ML0744  ______________________________________________________________________
 ML0744* NAD 83(1986) POSITION- 41 24 07.1    (N) 099 38 23.4    (W)   HD_HELD2
 ML0744* NAVD 88 ORTHO HEIGHT -   754.748 (meters)     2476.20  (feet) ADJUSTED
 ML0744  ______________________________________________________________________
 ML0744  GEOID HEIGHT    -        -22.701 (meters)                     GEOID18
 ML0744  DYNAMIC HEIGHT  -        754.361 (meters)     2474.93  (feet) COMP
 ML0744  MODELED GRAVITY -    980,085.4   (mgal)                       NAVD 88
 ML0744
 ML0744  VERT ORDER      -  SECOND    CLASS 0
 ML0744
 ML0744.The horizontal coordinates were established by autonomous hand held GPS
 ML0744.observations and have an estimated accuracy of +/- 10 meters.
 ML0744
 ML0744.The orthometric height was determined by differential leveling and
 ML0744.adjusted by the NATIONAL GEODETIC SURVEY
 ML0744.in June 1991.
 ML0744
 ML0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0744.GEOID18 height accuracy estimate available here.
 ML0744
 ML0744.Click photographs - Photos may exist for this station.
 ML0744
 ML0744.The dynamic height is computed by dividing the NAVD 88
 ML0744.geopotential number by the normal gravity value computed on the
 ML0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0744.degrees latitude (g = 980.6199 gals.).
 ML0744
 ML0744.The modeled gravity was interpolated from observed gravity values.
 ML0744
 ML0744;                    North         East    Units  Estimated Accuracy
 ML0744;SPC NE       -   174,221.      530,108.      MT  (+/- 10 meters HH2 GPS)
 ML0744
 ML0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4651783578(NAD 83)
 ML0744
 ML0744                          SUPERSEDED SURVEY CONTROL
 ML0744
 ML0744  NGVD 29 (??/??/92)  754.507  (m)         2475.41   (f) ADJ UNCH    2 0
 ML0744
 ML0744.Superseded values are not recommended for survey control.
 ML0744
 ML0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0744.See file dsdata.pdf to determine how the superseded data were derived.
 ML0744
 ML0744_MARKER: DB = BENCH MARK DISK
 ML0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0744_STAMPING: Z 59 1934
 ML0744_MARK LOGO: CGS
 ML0744_PROJECTION: FLUSH
 ML0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0744+STABILITY: SURFACE MOTION
 ML0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0744+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2008
 ML0744
 ML0744  HISTORY     - Date     Condition        Report By
 ML0744  HISTORY     - 1934     MONUMENTED       CGS
 ML0744  HISTORY     - 1949     GOOD             CGS
 ML0744  HISTORY     - 20080109 GOOD             INDIV
 ML0744
 ML0744                          STATION DESCRIPTION
 ML0744
 ML0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0744'AT BROKEN BOW.
 ML0744'AT BROKEN BOW, CUSTER COUNTY, NEAR THE SOUTHEAST CORNER OF THE
 ML0744'CITY SQUARE, 100 FEET SOUTHEAST OF THE BANDSTAND, 123 FEET WEST
 ML0744'OF THE CENTERLINE OF TENTH AVENUE, 90 FEET NORTH OF THE CENTERLINE
 ML0744'OF BROADWAY, 80 FEET WEST OF THE EIGHT AVENUE CURB, 25 FEET
 ML0744'NORTH OF THE BROADWAY CURB, AND 12 FEET SOUTH OF A FLAGPOLE.
 ML0744'A STANDARD DISK, STAMPED Z 59 1934 AND SET IN THE TOP OF A
 ML0744'CONCRETE POST.
 ML0744
 ML0744                          STATION RECOVERY (2008)
 ML0744
 ML0744'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MLS)
 ML0744'FOUND BRASS CAP STAMPED Z 59, 1934 IN TOP OF CONCRETE POST FLUSH WITH
 ML0744'EXISING GROUND.
 ML0744'REFERENCE TIES AS FOLLOWS, SOUTH 25.6' TO TOP OF CURB ON NORTH SIDE OF
 ML0744'(SOUTH E STREET), EAST 79.3' TO TOP OF CURB ON WEST SIDE OF (SOUTH 8TH
 ML0744'AVENUE), WEST 37.2' TO EAST EDGE OF CONCRETE SIDEWALK, NORTH 38.5' TO
 ML0744'THE CENTER OF A 30IN.TREE, NORTH-NORTHWEST 24.7' TO CENTER OF A
 ML0744'ORNAMENTAL LIGHT POLE, EAST-SOUTHEAST 77.5' TO THE TOP OF A FIRE
 ML0744'HYDRANT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0035 ***********************************************************************
 MM0035  DESIGNATION -  Z 6
 MM0035  PID         -  MM0035
 MM0035  STATE/COUNTY-  NE/LINCOLN
 MM0035  COUNTRY     -  US
 MM0035  USGS QUAD   -  BRADY SW (2017)
 MM0035
 MM0035                         *CURRENT SURVEY CONTROL
 MM0035  ______________________________________________________________________
 MM0035* NAD 83(1986) POSITION- 41 03 27.     (N) 100 27 19.     (W)   SCALED
 MM0035* NAVD 88 ORTHO HEIGHT -   817.373 (meters)     2681.66  (feet) ADJUSTED
 MM0035  ______________________________________________________________________
 MM0035  GEOID HEIGHT    -        -22.683 (meters)                     GEOID18
 MM0035  DYNAMIC HEIGHT  -        816.885 (meters)     2680.06  (feet) COMP
 MM0035  MODELED GRAVITY -    980,000.7   (mgal)                       NAVD 88
 MM0035
 MM0035  VERT ORDER      -  FIRST     CLASS II
 MM0035
 MM0035.The horizontal coordinates were scaled from a map and have
 MM0035.an estimated accuracy of +/- 6 seconds.
 MM0035
 MM0035.The orthometric height was determined by differential leveling and
 MM0035.adjusted by the NATIONAL GEODETIC SURVEY
 MM0035.in June 1991.
 MM0035
 MM0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0035.GEOID18 height accuracy estimate available here.
 MM0035
 MM0035.Click photographs - Photos may exist for this station.
 MM0035
 MM0035.The dynamic height is computed by dividing the NAVD 88
 MM0035.geopotential number by the normal gravity value computed on the
 MM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0035.degrees latitude (g = 980.6199 gals.).
 MM0035
 MM0035.The modeled gravity was interpolated from observed gravity values.
 MM0035
 MM0035;                    North         East    Units  Estimated Accuracy
 MM0035;SPC NE       -   136,020.      461,740.      MT  (+/- 180 meters Scaled)
 MM0035
 MM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL777461(NAD 83)
 MM0035
 MM0035                          SUPERSEDED SURVEY CONTROL
 MM0035
 MM0035  NGVD 29 (02/14/92)  817.030  (m)         2680.54   (f) ADJUSTED    1 2
 MM0035  NGVD 29 (??/??/87)  817.057  (m)         2680.63   (f) SUPERSEDED  1 2
 MM0035
 MM0035.Superseded values are not recommended for survey control.
 MM0035
 MM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0035.See file dsdata.pdf to determine how the superseded data were derived.
 MM0035
 MM0035_MARKER: DB = BENCH MARK DISK
 MM0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0035_STAMPING: Z 6 1933 2680.628
 MM0035_MARK LOGO: CGS
 MM0035_PROJECTION: FLUSH
 MM0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0035+STABILITY: SURFACE MOTION
 MM0035
 MM0035  HISTORY     - Date     Condition        Report By
 MM0035  HISTORY     - 1933     MONUMENTED       CGS
 MM0035  HISTORY     - 1986     GOOD             NGS
 MM0035
 MM0035                          STATION DESCRIPTION
 MM0035
 MM0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0035'3.8 MI SE FROM MAXWELL.
 MM0035'ABOUT 3.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0035'MAXWELL, LINCOLN COUNTY, ABOUT 0.3 MILE NORTHWEST OF THE STATION
 MM0035'SIGN AT HINDREY, ABOUT 12-1/2 POLES SOUTHEAST OF MILEPOST 267,
 MM0035'72.3 FEET SOUTH OF SEMAPHORE 266.8, AT A PRIVATE-ROAD CROSSING,
 MM0035'54 FEET WEST OF THE CENTER LINE OF THE ROAD, 80.5 FEET SOUTH
 MM0035'OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND IN LINE WITH
 MM0035'A ROW OF POLES.  A STANDARD DISK, STAMPED 2680.628 Z 6 1933
 MM0035'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 MM0035'INCHES ABOVE GROUND.
 MM0035
 MM0035                          STATION RECOVERY (1986)
 MM0035
 MM0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.85 KM (3.65
 MM0035'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL AT MAXWELL,
 MM0035'IN THE WEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 MM0035'SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD, 0.6 KM (0.4 MI) SOUTHEAST
 MM0035'OF MILEPOST 195, ALSO 8.8 KM (5.5 MI) NORTHWEST OF BRADY, 69.2 METERS
 MM0035'(227 FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE,
 MM0035'24.1 METERS (79 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 12.5 METERS (41
 MM0035'FT) SOUTHEAST OF THE SOUTHWEST POLE OF A DOUBLE TELEPHONE POLE
 MM0035'STRUCTURE AND 12.3 METERS (40.5 FT) NORTHWEST OF THE CENTER OF THE
 MM0035'ROAD.
 MM0035'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MM0035'THE MARK IS 1.8 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0779 ***********************************************************************
 ML0779  DESIGNATION -  Z 60 RESET
 ML0779  PID         -  ML0779
 ML0779  STATE/COUNTY-  NE/CUSTER
 ML0779  COUNTRY     -  US
 ML0779  USGS QUAD   -  BROKEN BOW SW (2017)
 ML0779
 ML0779                         *CURRENT SURVEY CONTROL
 ML0779  ______________________________________________________________________
 ML0779* NAD 83(1986) POSITION- 41 22 20.     (N) 099 38 18.     (W)   SCALED
 ML0779* NAVD 88 ORTHO HEIGHT -   763.37  (+/-2cm)     2504.5   (feet) VERTCON
 ML0779  ______________________________________________________________________
 ML0779  GEOID HEIGHT    -        -22.718 (meters)                     GEOID18
 ML0779  VERT ORDER      -  THIRD (See Below)
 ML0779
 ML0779.The horizontal coordinates were scaled from a map and have
 ML0779.an estimated accuracy of +/- 6 seconds.
 ML0779
 ML0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0779
 ML0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0779.GEOID18 height accuracy estimate available here.
 ML0779
 ML0779.The vertical order pertains to the NGVD 29 superseded value.
 ML0779
 ML0779.Click photographs - Photos may exist for this station.
 ML0779
 ML0779;                    North         East    Units  Estimated Accuracy
 ML0779;SPC NE       -   170,920.      530,250.      MT  (+/- 180 meters Scaled)
 ML0779
 ML0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML466802(NAD 83)
 ML0779
 ML0779                          SUPERSEDED SURVEY CONTROL
 ML0779
 ML0779  NGVD 29 (??/??/??)  763.13   (m)         2503.7    (f) RESET       3  
 ML0779
 ML0779.Superseded values are not recommended for survey control.
 ML0779
 ML0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0779.See file dsdata.pdf to determine how the superseded data were derived.
 ML0779
 ML0779_MARKER: DB = BENCH MARK DISK
 ML0779_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ML0779_SP_SET: CULVERT HEADWALL
 ML0779_STAMPING: Z 60 RESET 1947
 ML0779_MARK LOGO: CGS
 ML0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0779+STABILITY: SURFACE MOTION
 ML0779
 ML0779  HISTORY     - Date     Condition        Report By
 ML0779  HISTORY     - 1947     MONUMENTED       NEDR
 ML0779  HISTORY     - 1949     GOOD             CGS
 ML0779  HISTORY     - 1987     GOOD             LOCSUR
 ML0779
 ML0779                          STATION DESCRIPTION
 ML0779
 ML0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0779'2.2 MI S FROM BROKEN BOW.
 ML0779'2.2 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0779'AT BROKEN BOW, 85 FEET SOUTH OF A CULVERT, 80 FEET NORTH OF A
 ML0779'ROAD FORK, AT SURVEY STATION 108+19, AND 37 FEET EAST OF THE
 ML0779'CENTERLINE OF THE HIGHWAY.  THE MARK IS 31 FEET EAST OF THE
 ML0779'CENTERLINE OF THE HIGHWAY.
 ML0779
 ML0779                          STATION RECOVERY (1987)
 ML0779
 ML0779'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (ERS)
 ML0779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0113 ***********************************************************************
 NP0113  DESIGNATION -  Z 61
 NP0113  PID         -  NP0113
 NP0113  STATE/COUNTY-  NE/SHERIDAN
 NP0113  COUNTRY     -  US
 NP0113  USGS QUAD   -  GAUNT LAKE (2017)
 NP0113
 NP0113                         *CURRENT SURVEY CONTROL
 NP0113  ______________________________________________________________________
 NP0113* NAD 83(1986) POSITION- 42 01 49.18   (N) 102 07 37.26   (W)   HD_HELD1
 NP0113* NAVD 88 ORTHO HEIGHT -  1202.311 (meters)     3944.58  (feet) ADJUSTED
 NP0113  ______________________________________________________________________
 NP0113  GEOID HEIGHT    -        -19.080 (meters)                     GEOID18
 NP0113  DYNAMIC HEIGHT  -       1201.607 (meters)     3942.27  (feet) COMP
 NP0113  MODELED GRAVITY -    979,994.6   (mgal)                       NAVD 88
 NP0113
 NP0113  VERT ORDER      -  SECOND    CLASS 0
 NP0113
 NP0113.The horizontal coordinates were determined by differentially corrected
 NP0113.hand held GPS observations or other comparable positioning techniques
 NP0113.and have an estimated accuracy of +/- 3 meters.
 NP0113
 NP0113.The orthometric height was determined by differential leveling and
 NP0113.adjusted by the NATIONAL GEODETIC SURVEY
 NP0113.in June 1991.
 NP0113
 NP0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0113.GEOID18 height accuracy estimate available here.
 NP0113
 NP0113.Click photographs - Photos may exist for this station.
 NP0113
 NP0113.The dynamic height is computed by dividing the NAVD 88
 NP0113.geopotential number by the normal gravity value computed on the
 NP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0113.degrees latitude (g = 980.6199 gals.).
 NP0113
 NP0113.The modeled gravity was interpolated from observed gravity values.
 NP0113
 NP0113;                    North         East    Units  Estimated Accuracy
 NP0113;SPC NE       -   246,091.5     323,929.3     MT  (+/- 3 meters HH1 GPS) 
 NP0113
 NP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3783157137(NAD 83)
 NP0113
 NP0113                          SUPERSEDED SURVEY CONTROL
 NP0113
 NP0113  NGVD 29 (??/??/92) 1201.764  (m)         3942.79   (f) ADJ UNCH    2 0
 NP0113
 NP0113.Superseded values are not recommended for survey control.
 NP0113
 NP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0113.See file dsdata.pdf to determine how the superseded data were derived.
 NP0113
 NP0113_MARKER: DB = BENCH MARK DISK
 NP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0113_STAMPING: Z 61 1934
 NP0113_MARK LOGO: CGS
 NP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0113+STABILITY: SURFACE MOTION
 NP0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0113+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 NP0113
 NP0113  HISTORY     - Date     Condition        Report By
 NP0113  HISTORY     - 1934     MONUMENTED       CGS
 NP0113  HISTORY     - 20070423 GOOD             NEDR
 NP0113
 NP0113                          STATION DESCRIPTION
 NP0113
 NP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0113'2.2 MI E FROM BINGHAM.
 NP0113'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0113'FROM THE STATION AT BINGHAM, SHERIDAN COUNTY, 6 1/2 RAILS WEST
 NP0113'OF MILEPOST 326, AT THE TOP OF A KNOLL, 58.4 FEET SOUTH OF THE
 NP0113'SOUTH RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 NP0113'DISK, STAMPED Z 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0113
 NP0113                          STATION RECOVERY (2007)
 NP0113
 NP0113'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2007 (JPC)
 NP0113'NEW TIES
 NP0113'1.7 FT. WEST TO FIBERGLASS WITNESS POST
 NP0113'2.2 FT. NORTH TO BASE OF METAL WITNESS POST
 NP0113'PLACED 5/8 IN. REBAR ON SOUTH SIDE OF MARK
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0263 ***********************************************************************
 NO0263  DESIGNATION -  Z 62
 NO0263  PID         -  NO0263
 NO0263  STATE/COUNTY-  NE/HOOKER
 NO0263  COUNTRY     -  US
 NO0263  USGS QUAD   -  MULLEN (2017)
 NO0263
 NO0263                         *CURRENT SURVEY CONTROL
 NO0263  ______________________________________________________________________
 NO0263* NAD 83(1986) POSITION- 42 02 28.     (N) 101 03 21.     (W)   SCALED
 NO0263* NAVD 88 ORTHO HEIGHT -   979.666 (meters)     3214.12  (feet) ADJUSTED
 NO0263  ______________________________________________________________________
 NO0263  GEOID HEIGHT    -        -20.597 (meters)                     GEOID18
 NO0263  DYNAMIC HEIGHT  -        979.150 (meters)     3212.43  (feet) COMP
 NO0263  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 NO0263
 NO0263  VERT ORDER      -  SECOND    CLASS 0
 NO0263
 NO0263.The horizontal coordinates were scaled from a map and have
 NO0263.an estimated accuracy of +/- 6 seconds.
 NO0263
 NO0263.The orthometric height was determined by differential leveling and
 NO0263.adjusted by the NATIONAL GEODETIC SURVEY
 NO0263.in June 1991.
 NO0263
 NO0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0263.GEOID18 height accuracy estimate available here.
 NO0263
 NO0263.Click photographs - Photos may exist for this station.
 NO0263
 NO0263.The dynamic height is computed by dividing the NAVD 88
 NO0263.geopotential number by the normal gravity value computed on the
 NO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0263.degrees latitude (g = 980.6199 gals.).
 NO0263
 NO0263.The modeled gravity was interpolated from observed gravity values.
 NO0263
 NO0263;                    North         East    Units  Estimated Accuracy
 NO0263;SPC NE       -   245,660.      412,610.      MT  (+/- 180 meters Scaled)
 NO0263
 NO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM298563(NAD 83)
 NO0263
 NO0263                          SUPERSEDED SURVEY CONTROL
 NO0263
 NO0263  NGVD 29 (??/??/92)  979.322  (m)         3212.99   (f) ADJ UNCH    2 0
 NO0263
 NO0263.Superseded values are not recommended for survey control.
 NO0263
 NO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0263.See file dsdata.pdf to determine how the superseded data were derived.
 NO0263
 NO0263_MARKER: DB = BENCH MARK DISK
 NO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0263_STAMPING: Z 62 1934
 NO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0263+STABILITY: SURFACE MOTION
 NO0263
 NO0263  HISTORY     - Date     Condition        Report By
 NO0263  HISTORY     - 1934     MONUMENTED       CGS
 NO0263  HISTORY     - 19851101 MARK NOT FOUND   USPSQD
 NO0263  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0263
 NO0263                          STATION DESCRIPTION
 NO0263
 NO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0263'0.8 MI W FROM MULLEN.
 NO0263'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0263'FROM THE STATION AT MULLEN, HOOKER COUNTY, AT THE TOP OF A
 NO0263'RIDGE MIDWAY BETWEEN THE TRACK AND THE HIGHWAY, 57.5 FEET
 NO0263'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF SIGNAL
 NO0263'TOWER 269.4, 48.8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET
 NO0263'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 62 1934 AND
 NO0263'SET IN THE TOP OF A CONCRETE POST.
 NO0263
 NO0263                          STATION RECOVERY (1985)
 NO0263
 NO0263'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0263'MARK NOT FOUND.
 NO0263
 NO0263                          STATION RECOVERY (1991)
 NO0263
 NO0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0263'THE DESCRIBED AREA HAS BEEN CHANGED BY THE RAILROAD AND HIGHWAY
 NO0263'DEPARTMENTS.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0007 ***********************************************************************
 MM0007  DESIGNATION -  Z 63
 MM0007  PID         -  MM0007
 MM0007  STATE/COUNTY-  NE/THOMAS
 MM0007  COUNTRY     -  US
 MM0007  USGS QUAD   -  HALSEY (2017)
 MM0007
 MM0007                         *CURRENT SURVEY CONTROL
 MM0007  ______________________________________________________________________
 MM0007* NAD 83(1986) POSITION- 41 54 20.     (N) 100 18 08.     (W)   SCALED
 MM0007* NAVD 88 ORTHO HEIGHT -   827.988 (meters)     2716.49  (feet) ADJUSTED
 MM0007  ______________________________________________________________________
 MM0007  GEOID HEIGHT    -        -21.954 (meters)                     GEOID18
 MM0007  DYNAMIC HEIGHT  -        827.574 (meters)     2715.13  (feet) COMP
 MM0007  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 MM0007
 MM0007  VERT ORDER      -  SECOND    CLASS 0
 MM0007
 MM0007.The horizontal coordinates were scaled from a map and have
 MM0007.an estimated accuracy of +/- 6 seconds.
 MM0007
 MM0007.The orthometric height was determined by differential leveling and
 MM0007.adjusted by the NATIONAL GEODETIC SURVEY
 MM0007.in June 1991.
 MM0007
 MM0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0007.GEOID18 height accuracy estimate available here.
 MM0007
 MM0007.Click photographs - Photos may exist for this station.
 MM0007
 MM0007.The dynamic height is computed by dividing the NAVD 88
 MM0007.geopotential number by the normal gravity value computed on the
 MM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0007.degrees latitude (g = 980.6199 gals.).
 MM0007
 MM0007.The modeled gravity was interpolated from observed gravity values.
 MM0007
 MM0007;                    North         East    Units  Estimated Accuracy
 MM0007;SPC NE       -   230,120.      474,930.      MT  (+/- 180 meters Scaled)
 MM0007
 MM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM919401(NAD 83)
 MM0007
 MM0007                          SUPERSEDED SURVEY CONTROL
 MM0007
 MM0007  NGVD 29 (??/??/92)  827.697  (m)         2715.54   (f) ADJ UNCH    2 0
 MM0007
 MM0007.Superseded values are not recommended for survey control.
 MM0007
 MM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0007.See file dsdata.pdf to determine how the superseded data were derived.
 MM0007
 MM0007_MARKER: DB = BENCH MARK DISK
 MM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0007_STAMPING: Z 63 1934
 MM0007_MARK LOGO: CGS
 MM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0007+STABILITY: SURFACE MOTION
 MM0007
 MM0007  HISTORY     - Date     Condition        Report By
 MM0007  HISTORY     - 1934     MONUMENTED       CGS
 MM0007  HISTORY     - 1950     MARK NOT FOUND   USGS
 MM0007
 MM0007                          STATION DESCRIPTION
 MM0007
 MM0007'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 MM0007'1.7 MI NW FROM HALSEY.
 MM0007'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0007'RAILROAD FROM THE STATION AT HALSEY, THOMAS COUNTY, AT MILEPOST
 MM0007'227, 48 FEET NORTH OF THE NORTH RAIL, 5.0 FEET NORTHEAST OF A
 MM0007'FENCE CORNER, AND 3.6 FEET NORTH OF THE FENCE.  A STANDARD
 MM0007'DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0172 ***********************************************************************
 MM0172  DESIGNATION -  Z 64
 MM0172  PID         -  MM0172
 MM0172  STATE/COUNTY-  NE/LOGAN
 MM0172  COUNTRY     -  US
 MM0172  USGS QUAD   -  HAPPY HOLLOW (2017)
 MM0172
 MM0172                         *CURRENT SURVEY CONTROL
 MM0172  ______________________________________________________________________
 MM0172* NAD 83(1986) POSITION- 41 40 20.     (N) 100 34 38.     (W)   SCALED
 MM0172* NAVD 88 ORTHO HEIGHT -   912.027 (meters)     2992.21  (feet) ADJUSTED
 MM0172  ______________________________________________________________________
 MM0172  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 MM0172  DYNAMIC HEIGHT  -        911.524 (meters)     2990.56  (feet) COMP
 MM0172  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 MM0172
 MM0172  VERT ORDER      -  SECOND    CLASS 0
 MM0172
 MM0172.The horizontal coordinates were scaled from a map and have
 MM0172.an estimated accuracy of +/- 6 seconds.
 MM0172
 MM0172.The orthometric height was determined by differential leveling and
 MM0172.adjusted by the NATIONAL GEODETIC SURVEY
 MM0172.in June 1991.
 MM0172
 MM0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0172.GEOID18 height accuracy estimate available here.
 MM0172
 MM0172.Click photographs - Photos may exist for this station.
 MM0172
 MM0172.The dynamic height is computed by dividing the NAVD 88
 MM0172.geopotential number by the normal gravity value computed on the
 MM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0172.degrees latitude (g = 980.6199 gals.).
 MM0172
 MM0172.The modeled gravity was interpolated from observed gravity values.
 MM0172
 MM0172;                    North         East    Units  Estimated Accuracy
 MM0172;SPC NE       -   204,320.      451,950.      MT  (+/- 180 meters Scaled)
 MM0172
 MM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM687145(NAD 83)
 MM0172
 MM0172                          SUPERSEDED SURVEY CONTROL
 MM0172
 MM0172  NGVD 29 (??/??/92)  911.707  (m)         2991.16   (f) ADJ UNCH    2 0
 MM0172
 MM0172.Superseded values are not recommended for survey control.
 MM0172
 MM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0172.See file dsdata.pdf to determine how the superseded data were derived.
 MM0172
 MM0172_MARKER: DB = BENCH MARK DISK
 MM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0172_STAMPING: Z 64 1934
 MM0172_MARK LOGO: CGS
 MM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0172+STABILITY: SURFACE MOTION
 MM0172
 MM0172  HISTORY     - Date     Condition        Report By
 MM0172  HISTORY     - 1934     MONUMENTED       CGS
 MM0172  HISTORY     - 19851122 MARK NOT FOUND   USPSQD
 MM0172
 MM0172                          STATION DESCRIPTION
 MM0172
 MM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0172'15.9 MI N FROM STAPLETON.
 MM0172'ABOUT 15.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0172'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 9.1
 MM0172'MILES SOUTH OF A BRIDGE OVER DISMAL RIVER, ABOUT 1.9 MILES
 MM0172'SOUTH OF A SCHOOLHOUSE, 25 FEET NORTH OF THE CENTER OF AN
 MM0172'AUTOMOBILE GATE, AND 2.5 FEET SOUTH OF THE EAST-AND-WEST FENCE.
 MM0172'A STANDARD DISK, STAMPED Z 64 1934 AND SET IN THE TOP OF A
 MM0172'CONCRETE POST.
 MM0172
 MM0172                          STATION RECOVERY (1985)
 MM0172
 MM0172'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NN0577 ***********************************************************************
 NN0577  DESIGNATION -  Z 67
 NN0577  PID         -  NN0577
 NN0577  STATE/COUNTY-  NE/BROWN
 NN0577  COUNTRY     -  US
 NN0577  USGS QUAD   -  AINSWORTH (2017)
 NN0577
 NN0577                         *CURRENT SURVEY CONTROL
 NN0577  ______________________________________________________________________
 NN0577* NAD 83(1986) POSITION- 42 31 14.90   (N) 099 51 44.68   (W)   HD_HELD1
 NN0577* NAVD 88 ORTHO HEIGHT -   771.885 (meters)     2532.43  (feet) ADJUSTED
 NN0577  ______________________________________________________________________
 NN0577  GEOID HEIGHT    -        -22.570 (meters)                     GEOID18
 NN0577  DYNAMIC HEIGHT  -        771.557 (meters)     2531.35  (feet) COMP
 NN0577  MODELED GRAVITY -    980,170.7   (mgal)                       NAVD 88
 NN0577
 NN0577  VERT ORDER      -  SECOND    CLASS 0
 NN0577
 NN0577.The horizontal coordinates were determined by differentially corrected
 NN0577.hand held GPS observations or other comparable positioning techniques
 NN0577.and have an estimated accuracy of +/- 3 meters.
 NN0577
 NN0577.The orthometric height was determined by differential leveling and
 NN0577.adjusted by the NATIONAL GEODETIC SURVEY
 NN0577.in June 1991.
 NN0577
 NN0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0577.GEOID18 height accuracy estimate available here.
 NN0577
 NN0577.Click photographs - Photos may exist for this station.
 NN0577
 NN0577.The dynamic height is computed by dividing the NAVD 88
 NN0577.geopotential number by the normal gravity value computed on the
 NN0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0577.degrees latitude (g = 980.6199 gals.).
 NN0577
 NN0577.The modeled gravity was interpolated from observed gravity values.
 NN0577
 NN0577;                    North         East    Units  Estimated Accuracy
 NN0577;SPC NE       -   298,402.7     511,303.8     MT  (+/- 3 meters HH1 GPS) 
 NN0577
 NN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2916207963(NAD 83)
 NN0577
 NN0577                          SUPERSEDED SURVEY CONTROL
 NN0577
 NN0577  NGVD 29 (??/??/92)  771.588  (m)         2531.45   (f) ADJ UNCH    2 0
 NN0577
 NN0577.Superseded values are not recommended for survey control.
 NN0577
 NN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0577.See file dsdata.pdf to determine how the superseded data were derived.
 NN0577
 NN0577_MARKER: DB = BENCH MARK DISK
 NN0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0577_STAMPING: Z 67 1935
 NN0577_MARK LOGO: CGS
 NN0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0577+STABILITY: SURFACE MOTION
 NN0577
 NN0577  HISTORY     - Date     Condition        Report By
 NN0577  HISTORY     - 1935     MONUMENTED       CGS
 NN0577  HISTORY     - 1957     GOOD             CGS
 NN0577
 NN0577                          STATION DESCRIPTION
 NN0577
 NN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0577'1.9 MI S FROM AINSWORTH.
 NN0577'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0577'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 0.2 MILE EAST OF
 NN0577'THE M. HAAKS FARMHOUSE, AT THE WEST END OF A CURVE, AT A ROAD
 NN0577'CROSSING, ABOUT 103 FEET WEST OF THE CENTER LINE OF A ROAD, 37.5
 NN0577'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 69 FEET
 NN0577'WEST OF A CORNER POST.  A STANDARD DISK, STAMPED Z 67 1935 AND
 NN0577'SET IN THE TOP OF A CONCRETE POST.
 NN0577
 NN0577                          STATION RECOVERY (1957)
 NN0577
 NN0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NN0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0207 ***********************************************************************
 MM0207  DESIGNATION -  Z 7
 MM0207  PID         -  MM0207
 MM0207  STATE/COUNTY-  NE/KEITH
 MM0207  COUNTRY     -  US
 MM0207  USGS QUAD   -  PAXTON SOUTH (2017)
 MM0207
 MM0207                         *CURRENT SURVEY CONTROL
 MM0207  ______________________________________________________________________
 MM0207* NAD 83(1986) POSITION- 41 07 22.     (N) 101 21 18.     (W)   SCALED
 MM0207* NAVD 88 ORTHO HEIGHT -   931.823 (meters)     3057.16  (feet) ADJUSTED
 MM0207  ______________________________________________________________________
 MM0207  GEOID HEIGHT    -        -21.633 (meters)                     GEOID18
 MM0207  DYNAMIC HEIGHT  -        931.245 (meters)     3055.26  (feet) COMP
 MM0207  MODELED GRAVITY -    979,973.1   (mgal)                       NAVD 88
 MM0207
 MM0207  VERT ORDER      -  FIRST     CLASS II
 MM0207
 MM0207.The horizontal coordinates were scaled from a map and have
 MM0207.an estimated accuracy of +/- 6 seconds.
 MM0207
 MM0207.The orthometric height was determined by differential leveling and
 MM0207.adjusted by the NATIONAL GEODETIC SURVEY
 MM0207.in June 1991.
 MM0207
 MM0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0207.GEOID18 height accuracy estimate available here.
 MM0207
 MM0207.Click photographs - Photos may exist for this station.
 MM0207
 MM0207.The dynamic height is computed by dividing the NAVD 88
 MM0207.geopotential number by the normal gravity value computed on the
 MM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0207.degrees latitude (g = 980.6199 gals.).
 MM0207
 MM0207.The modeled gravity was interpolated from observed gravity values.
 MM0207
 MM0207;                    North         East    Units  Estimated Accuracy
 MM0207;SPC NE       -   144,050.      386,250.      MT  (+/- 180 meters Scaled)
 MM0207
 MM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL023550(NAD 83)
 MM0207
 MM0207                          SUPERSEDED SURVEY CONTROL
 MM0207
 MM0207  NGVD 29 (02/14/92)  931.407  (m)         3055.79   (f) ADJUSTED    1 2
 MM0207  NGVD 29 (??/??/87)  931.485  (m)         3056.05   (f) SUPERSEDED  1 2
 MM0207
 MM0207.Superseded values are not recommended for survey control.
 MM0207
 MM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0207.See file dsdata.pdf to determine how the superseded data were derived.
 MM0207
 MM0207_MARKER: DB = BENCH MARK DISK
 MM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0207_STAMPING: Z 7 1933 3056.047
 MM0207_MARK LOGO: CGS
 MM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0207+STABILITY: SURFACE MOTION
 MM0207
 MM0207  HISTORY     - Date     Condition        Report By
 MM0207  HISTORY     - 1933     MONUMENTED       CGS
 MM0207  HISTORY     - 1986     GOOD             NGS
 MM0207
 MM0207                          STATION DESCRIPTION
 MM0207
 MM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0207'AT PAXTON.
 MM0207'AT PAXTON, KEITH COUNTY, ABOUT 150 FEET EAST OF THE EAST END OF
 MM0207'THE UNION PACIFIC RAILROAD STATION, 40.3 FEET EAST OF THE EAST
 MM0207'SIDE OF AN OUTBUILDING, AND 25.3 FEET NORTH OF THE NORTH RAIL
 MM0207'OF THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED 3056.047 Z 7
 MM0207'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MM0207'2 INCHES ABOVE GROUND.
 MM0207
 MM0207                          STATION RECOVERY (1986)
 MM0207
 MM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0207'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0207'ADD--2.7 METERS (9 FT) SOUTH OF A RAILROAD SWITCH BOX, 12.2 METERS (40
 MM0207'FT) EAST OF A PAXTON RAILROAD STATION SIGN AND 9.1 METERS (30 FT) WEST
 MM0207'OF THE SOUTHWEST CORNER OF A 10 BY 14 FOOT OUT BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0522 ***********************************************************************
 ML0522  DESIGNATION -  Z 70
 ML0522  PID         -  ML0522
 ML0522  STATE/COUNTY-  NE/GARFIELD
 ML0522  COUNTRY     -  US
 ML0522  USGS QUAD   -  GABLES SE (2017)
 ML0522
 ML0522                         *CURRENT SURVEY CONTROL
 ML0522  ______________________________________________________________________
 ML0522* NAD 83(1986) POSITION- 41 47 05.     (N) 098 45 36.     (W)   SCALED
 ML0522* NAVD 88 ORTHO HEIGHT -   639.543 (meters)     2098.23  (feet) ADJUSTED
 ML0522  ______________________________________________________________________
 ML0522  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 ML0522  DYNAMIC HEIGHT  -        639.236 (meters)     2097.23  (feet) COMP
 ML0522  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 ML0522
 ML0522  VERT ORDER      -  SECOND    CLASS 0
 ML0522
 ML0522.The horizontal coordinates were scaled from a map and have
 ML0522.an estimated accuracy of +/- 6 seconds.
 ML0522
 ML0522.The orthometric height was determined by differential leveling and
 ML0522.adjusted by the NATIONAL GEODETIC SURVEY
 ML0522.in June 1991.
 ML0522
 ML0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0522.GEOID18 height accuracy estimate available here.
 ML0522
 ML0522.Click photographs - Photos may exist for this station.
 ML0522
 ML0522.The dynamic height is computed by dividing the NAVD 88
 ML0522.geopotential number by the normal gravity value computed on the
 ML0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0522.degrees latitude (g = 980.6199 gals.).
 ML0522
 ML0522.The modeled gravity was interpolated from observed gravity values.
 ML0522
 ML0522;                    North         East    Units  Estimated Accuracy
 ML0522;SPC NE       -   217,390.      603,040.      MT  (+/- 180 meters Scaled)
 ML0522
 ML0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM199259(NAD 83)
 ML0522
 ML0522                          SUPERSEDED SURVEY CONTROL
 ML0522
 ML0522  NGVD 29 (??/??/92)  639.289  (m)         2097.40   (f) ADJ UNCH    2 0
 ML0522
 ML0522.Superseded values are not recommended for survey control.
 ML0522
 ML0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0522.See file dsdata.pdf to determine how the superseded data were derived.
 ML0522
 ML0522_MARKER: DB = BENCH MARK DISK
 ML0522_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML0522_STAMPING: Z 70 1935
 ML0522_MARK LOGO: CGS
 ML0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0522
 ML0522  HISTORY     - Date     Condition        Report By
 ML0522  HISTORY     - 1935     MONUMENTED       CGS
 ML0522  HISTORY     - 1938     GOOD             CGS
 ML0522
 ML0522                          STATION DESCRIPTION
 ML0522
 ML0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ML0522'4.1 MI W FROM ERICSON.
 ML0522'4.1 MILES WEST OF THE POST OFFICE AT ERICSON (WHEELER COUNTY),
 ML0522'ALONG STATE HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 400
 ML0522'FEET NORTH OF THE CENTER OF THE HIGHWAY, 29 FEET WEST OF THE
 ML0522'CENTER OF A SIDE ROAD WHICH RUNS ALONG THE GARFIELD-WHEELER
 ML0522'COUNTY LINE, 1.5 EAST OF THE RIGHT OF WAY FENCE.  A STANDARD
 ML0522'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0620 ***********************************************************************
 ML0620  DESIGNATION -  Z 71
 ML0620  PID         -  ML0620
 ML0620  STATE/COUNTY-  NE/LOUP
 ML0620  COUNTRY     -  US
 ML0620  USGS QUAD   -  TAYLOR (2017)
 ML0620
 ML0620                         *CURRENT SURVEY CONTROL
 ML0620  ______________________________________________________________________
 ML0620* NAD 83(1986) POSITION- 41 48 50.     (N) 099 29 45.     (W)   SCALED
 ML0620* NAVD 88 ORTHO HEIGHT -   709.778 (meters)     2328.66  (feet) ADJUSTED
 ML0620  ______________________________________________________________________
 ML0620  GEOID HEIGHT    -        -22.903 (meters)                     GEOID18
 ML0620  DYNAMIC HEIGHT  -        709.438 (meters)     2327.55  (feet) COMP
 ML0620  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 ML0620
 ML0620  VERT ORDER      -  SECOND    CLASS 0
 ML0620
 ML0620.The horizontal coordinates were scaled from a map and have
 ML0620.an estimated accuracy of +/- 6 seconds.
 ML0620
 ML0620.The orthometric height was determined by differential leveling and
 ML0620.adjusted by the NATIONAL GEODETIC SURVEY
 ML0620.in June 1991.
 ML0620
 ML0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0620.GEOID18 height accuracy estimate available here.
 ML0620
 ML0620.Click photographs - Photos may exist for this station.
 ML0620
 ML0620.The dynamic height is computed by dividing the NAVD 88
 ML0620.geopotential number by the normal gravity value computed on the
 ML0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0620.degrees latitude (g = 980.6199 gals.).
 ML0620
 ML0620.The modeled gravity was interpolated from observed gravity values.
 ML0620
 ML0620;                    North         East    Units  Estimated Accuracy
 ML0620;SPC NE       -   220,020.      541,880.      MT  (+/- 180 meters Scaled)
 ML0620
 ML0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM588292(NAD 83)
 ML0620
 ML0620                          SUPERSEDED SURVEY CONTROL
 ML0620
 ML0620  NGVD 29 (??/??/92)  709.517  (m)         2327.81   (f) ADJ UNCH    2 0
 ML0620
 ML0620.Superseded values are not recommended for survey control.
 ML0620
 ML0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0620.See file dsdata.pdf to determine how the superseded data were derived.
 ML0620
 ML0620_MARKER: DB = BENCH MARK DISK
 ML0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0620_STAMPING: Z 71 1935
 ML0620_MARK LOGO: CGS
 ML0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0620+STABILITY: SURFACE MOTION
 ML0620
 ML0620  HISTORY     - Date     Condition        Report By
 ML0620  HISTORY     - 1935     MONUMENTED       CGS
 ML0620
 ML0620                          STATION DESCRIPTION
 ML0620
 ML0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0620'1.8 MI SE FROM ALMERIA.
 ML0620'1.88 MILES SOUTHEAST OF THE POST OFFICE BY HIGHWAY.  ALONG
 ML0620'STATE HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 220 FEET WEST OF
 ML0620'THE ENTRANCE TO FARM OWNED BY R.A. SORELL, 42.5 FEET SOUTH
 ML0620'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF LINE FENCE,
 ML0620'ABOUT 150 FEET NORTH OF THE NORTHWEST CORNER OF SMALL WOODS,
 ML0620'AND 2.0 FEET NORTH OF TREE LINE ALONG RIGHT OF WAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0179 ***********************************************************************
 NO0179  DESIGNATION -  Z 72
 NO0179  PID         -  NO0179
 NO0179  STATE/COUNTY-  NE/CHERRY
 NO0179  COUNTRY     -  US
 NO0179  USGS QUAD   -  SIMEON (2017)
 NO0179
 NO0179                         *CURRENT SURVEY CONTROL
 NO0179  ______________________________________________________________________
 NO0179* NAD 83(1986) POSITION- 42 33 48.     (N) 100 42 54.     (W)   SCALED
 NO0179* NAVD 88 ORTHO HEIGHT -   900.277 (meters)     2953.66  (feet) ADJUSTED
 NO0179  ______________________________________________________________________
 NO0179  GEOID HEIGHT    -        -21.297 (meters)                     GEOID18
 NO0179  DYNAMIC HEIGHT  -        899.859 (meters)     2952.29  (feet) COMP
 NO0179  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 NO0179
 NO0179  VERT ORDER      -  SECOND    CLASS 0
 NO0179
 NO0179.The horizontal coordinates were scaled from a map and have
 NO0179.an estimated accuracy of +/- 6 seconds.
 NO0179
 NO0179.The orthometric height was determined by differential leveling and
 NO0179.adjusted by the NATIONAL GEODETIC SURVEY
 NO0179.in June 1991.
 NO0179
 NO0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0179.GEOID18 height accuracy estimate available here.
 NO0179
 NO0179.Click photographs - Photos may exist for this station.
 NO0179
 NO0179.The dynamic height is computed by dividing the NAVD 88
 NO0179.geopotential number by the normal gravity value computed on the
 NO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0179.degrees latitude (g = 980.6199 gals.).
 NO0179
 NO0179.The modeled gravity was interpolated from observed gravity values.
 NO0179
 NO0179;                    North         East    Units  Estimated Accuracy
 NO0179;SPC NE       -   303,360.      441,300.      MT  (+/- 180 meters Scaled)
 NO0179
 NO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN592137(NAD 83)
 NO0179
 NO0179                          SUPERSEDED SURVEY CONTROL
 NO0179
 NO0179  NGVD 29 (??/??/92)  899.960  (m)         2952.62   (f) ADJ UNCH    2 0
 NO0179
 NO0179.Superseded values are not recommended for survey control.
 NO0179
 NO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0179.See file dsdata.pdf to determine how the superseded data were derived.
 NO0179
 NO0179_MARKER: DB = BENCH MARK DISK
 NO0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0179_STAMPING: Z 72 1934
 NO0179_MARK LOGO: CGS
 NO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0179+STABILITY: SURFACE MOTION
 NO0179
 NO0179  HISTORY     - Date     Condition        Report By
 NO0179  HISTORY     - 1934     MONUMENTED       CGS
 NO0179  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0179
 NO0179                          STATION DESCRIPTION
 NO0179
 NO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0179'14.7 MI N FROM CONTERRA.
 NO0179'ABOUT 14.7 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0179'AT CONTERRA, CHERRY COUNTY, ABOUT 6.7 MILES WEST OF THE PELICAN
 NO0179'LAKE RESORT NEAR A ROAD TO LAKES AND BROWNLEE SIGN JUST NORTH
 NO0179'OF A SMALL BRIDGE, AT A ROAD JUNCTION ABOUT 52 FEET SOUTH OF
 NO0179'THE CENTER LINE OF A ROAD LEADING NORTH, 46.6 FEET NORTHEAST
 NO0179'OF THE CENTER LINE OF A ROAD LEADING WEST, 34 FEET NORTHWEST
 NO0179'OF THE CENTER LINE OF A ROAD LEADING EAST, AND 1 FOOT NORTHWEST
 NO0179'OF A SIGN.  A STANDARD DISK, STAMPED Z 72 1934 AND SET IN THE
 NO0179'TOP OF A CONCRETE POST.
 NO0179
 NO0179                          STATION RECOVERY (1984)
 NO0179
 NO0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NO0105 ***********************************************************************
 NO0105  DESIGNATION -  Z 73
 NO0105  PID         -  NO0105
 NO0105  STATE/COUNTY-  NE/THOMAS
 NO0105  COUNTRY     -  US
 NO0105  USGS QUAD   -  DUCK LAKE SE (2017)
 NO0105
 NO0105                         *CURRENT SURVEY CONTROL
 NO0105  ______________________________________________________________________
 NO0105* NAD 83(1986) POSITION- 42 03 40.     (N) 100 34 47.     (W)   SCALED
 NO0105* NAVD 88 ORTHO HEIGHT -   903.787 (meters)     2965.17  (feet) ADJUSTED
 NO0105  ______________________________________________________________________
 NO0105  GEOID HEIGHT    -        -21.727 (meters)                     GEOID18
 NO0105  DYNAMIC HEIGHT  -        903.315 (meters)     2963.63  (feet) COMP
 NO0105  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 NO0105
 NO0105  VERT ORDER      -  SECOND    CLASS 0
 NO0105
 NO0105.The horizontal coordinates were scaled from a map and have
 NO0105.an estimated accuracy of +/- 6 seconds.
 NO0105
 NO0105.The orthometric height was determined by differential leveling and
 NO0105.adjusted by the NATIONAL GEODETIC SURVEY
 NO0105.in June 1991.
 NO0105
 NO0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0105.GEOID18 height accuracy estimate available here.
 NO0105
 NO0105.Click photographs - Photos may exist for this station.
 NO0105
 NO0105.The dynamic height is computed by dividing the NAVD 88
 NO0105.geopotential number by the normal gravity value computed on the
 NO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0105.degrees latitude (g = 980.6199 gals.).
 NO0105
 NO0105.The modeled gravity was interpolated from observed gravity values.
 NO0105
 NO0105;                    North         East    Units  Estimated Accuracy
 NO0105;SPC NE       -   247,510.      452,030.      MT  (+/- 180 meters Scaled)
 NO0105
 NO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM692577(NAD 83)
 NO0105
 NO0105                          SUPERSEDED SURVEY CONTROL
 NO0105
 NO0105  NGVD 29 (??/??/92)  903.460  (m)         2964.10   (f) ADJ UNCH    2 0
 NO0105
 NO0105.Superseded values are not recommended for survey control.
 NO0105
 NO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0105.See file dsdata.pdf to determine how the superseded data were derived.
 NO0105
 NO0105_MARKER: DB = BENCH MARK DISK
 NO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0105_STAMPING: Z 73 1934
 NO0105_MARK LOGO: CGS
 NO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0105+STABILITY: SURFACE MOTION
 NO0105
 NO0105  HISTORY     - Date     Condition        Report By
 NO0105  HISTORY     - 1934     MONUMENTED       CGS
 NO0105  HISTORY     - 20160329 MARK NOT FOUND   NEGS
 NO0105
 NO0105                          STATION DESCRIPTION
 NO0105
 NO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0105'5.8 MI N FROM THEDFORD.
 NO0105'ABOUT 5.8 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 NO0105'COURTHOUSE AT THEDFORD, THOMAS COUNTY, AT THE SOUTH SLOPE OF A
 NO0105'SMALL HILL, AT THE SOUTH END OF A DEEP RAVINE, 31 FEET WEST OF THE
 NO0105'CENTER LINE OF THE ROAD, AND 2.2 FEET EAST OF THE RIGHT-OF-WAY
 NO0105'FENCE.  A STANDARD DISK, STAMPED Z 73 1934 AND SET IN THE TOP
 NO0105'OF A CONCRETE POST.
 NO0105
 NO0105                          STATION RECOVERY (2016)
 NO0105
 NO0105'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2016 (LB)
 NO0105'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 NP0082 ***********************************************************************
 NP0082  DESIGNATION -  Z 74
 NP0082  PID         -  NP0082
 NP0082  STATE/COUNTY-  NE/SHERIDAN
 NP0082  COUNTRY     -  US
 NP0082  USGS QUAD   -  ARGO HILL (2017)
 NP0082
 NP0082                         *CURRENT SURVEY CONTROL
 NP0082  ______________________________________________________________________
 NP0082* NAD 83(1986) POSITION- 42 17 08.17   (N) 102 11 37.62   (W)   HD_HELD1
 NP0082* NAVD 88 ORTHO HEIGHT -  1216.933 (meters)     3992.55  (feet) ADJUSTED
 NP0082  ______________________________________________________________________
 NP0082  GEOID HEIGHT    -        -18.536 (meters)                     GEOID18
 NP0082  DYNAMIC HEIGHT  -       1216.266 (meters)     3990.37  (feet) COMP
 NP0082  MODELED GRAVITY -    980,030.8   (mgal)                       NAVD 88
 NP0082
 NP0082  VERT ORDER      -  SECOND    CLASS 0
 NP0082
 NP0082.The horizontal coordinates were determined by differentially corrected
 NP0082.hand held GPS observations or other comparable positioning techniques
 NP0082.and have an estimated accuracy of +/- 3 meters.
 NP0082
 NP0082.The orthometric height was determined by differential leveling and
 NP0082.adjusted by the NATIONAL GEODETIC SURVEY
 NP0082.in June 1991.
 NP0082
 NP0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0082.GEOID18 height accuracy estimate available here.
 NP0082
 NP0082.Click photographs - Photos may exist for this station.
 NP0082
 NP0082.The dynamic height is computed by dividing the NAVD 88
 NP0082.geopotential number by the normal gravity value computed on the
 NP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0082.degrees latitude (g = 980.6199 gals.).
 NP0082
 NP0082.The modeled gravity was interpolated from observed gravity values.
 NP0082
 NP0082;                    North         East    Units  Estimated Accuracy
 NP0082;SPC NE       -   274,567.7     319,122.8     MT  (+/- 3 meters HH1 GPS) 
 NP0082
 NP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3137085301(NAD 83)
 NP0082
 NP0082                          SUPERSEDED SURVEY CONTROL
 NP0082
 NP0082  NGVD 29 (??/??/92) 1216.398  (m)         3990.80   (f) ADJ UNCH    2 0
 NP0082
 NP0082.Superseded values are not recommended for survey control.
 NP0082
 NP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0082.See file dsdata.pdf to determine how the superseded data were derived.
 NP0082
 NP0082_MARKER: DB = BENCH MARK DISK
 NP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0082_STAMPING: Z 74 1934
 NP0082_MARK LOGO: CGS
 NP0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0082+STABILITY: SURFACE MOTION
 NP0082
 NP0082  HISTORY     - Date     Condition        Report By
 NP0082  HISTORY     - 1934     MONUMENTED       CGS
 NP0082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NP0082
 NP0082                          STATION DESCRIPTION
 NP0082
 NP0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0082'19.5 MI N FROM ELLSWORTH.
 NP0082'19.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0082'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0082'COUNTY, 0.3 MILE EAST OF A RANCH, 24 FEET NORTH OF THE CENTER
 NP0082'OF AN AUTO GATE, 3 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET
 NP0082'EAST OF THE FENCE.  A STANDARD DISK, STAMPED Z 74 1934 AND SET
 NP0082'IN THE TOP OF A CONCRETE POST.
 NP0082
 NP0082                          STATION RECOVERY (1987)
 NP0082
 NP0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (WEK)
 NP0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0211 ***********************************************************************
 MN0211  DESIGNATION -  Z 76
 MN0211  PID         -  MN0211
 MN0211  STATE/COUNTY-  NE/CHEYENNE
 MN0211  COUNTRY     -  US
 MN0211  USGS QUAD   -  POINT OF ROCKS (2017)
 MN0211
 MN0211                         *CURRENT SURVEY CONTROL
 MN0211  ______________________________________________________________________
 MN0211* NAD 83(1986) POSITION- 41 12 00.     (N) 103 09 27.     (W)   SCALED
 MN0211* NAVD 88 ORTHO HEIGHT -  1296.032 (meters)     4252.06  (feet) ADJUSTED
 MN0211  ______________________________________________________________________
 MN0211  GEOID HEIGHT    -        -19.612 (meters)                     GEOID18
 MN0211  DYNAMIC HEIGHT  -       1295.104 (meters)     4249.02  (feet) COMP
 MN0211  MODELED GRAVITY -    979,862.2   (mgal)                       NAVD 88
 MN0211
 MN0211  VERT ORDER      -  SECOND    CLASS 0
 MN0211
 MN0211.The horizontal coordinates were scaled from a map and have
 MN0211.an estimated accuracy of +/- 6 seconds.
 MN0211
 MN0211.The orthometric height was determined by differential leveling and
 MN0211.adjusted by the NATIONAL GEODETIC SURVEY
 MN0211.in June 1991.
 MN0211
 MN0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0211.GEOID18 height accuracy estimate available here.
 MN0211
 MN0211.Click photographs - Photos may exist for this station.
 MN0211
 MN0211.The dynamic height is computed by dividing the NAVD 88
 MN0211.geopotential number by the normal gravity value computed on the
 MN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0211.degrees latitude (g = 980.6199 gals.).
 MN0211
 MN0211.The modeled gravity was interpolated from observed gravity values.
 MN0211
 MN0211;                    North         East    Units  Estimated Accuracy
 MN0211;SPC NE       -   156,570.      235,290.      MT  (+/- 180 meters Scaled)
 MN0211
 MN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF544625(NAD 83)
 MN0211
 MN0211                          SUPERSEDED SURVEY CONTROL
 MN0211
 MN0211  NGVD 29 (??/??/92) 1295.409  (m)         4250.02   (f) ADJ UNCH    2 0
 MN0211
 MN0211.Superseded values are not recommended for survey control.
 MN0211
 MN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0211.See file dsdata.pdf to determine how the superseded data were derived.
 MN0211
 MN0211_MARKER: DB = BENCH MARK DISK
 MN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0211_STAMPING: Z 76 1934
 MN0211_MARK LOGO: CGS
 MN0211_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0211+STABILITY: SURFACE MOTION
 MN0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0211+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 MN0211
 MN0211  HISTORY     - Date     Condition        Report By
 MN0211  HISTORY     - 1934     MONUMENTED       CGS
 MN0211  HISTORY     - 19961106 GOOD             NEDR
 MN0211  HISTORY     - 20160601 GOOD             INDIV
 MN0211
 MN0211                          STATION DESCRIPTION
 MN0211
 MN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0211'2.4 MI W FROM BROWNSON.
 MN0211'2.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0211'AT BROWNSON, CHEYENNE COUNTY, AT MILEAGE 417.93, 52.9 FEET
 MN0211'SOUTHWEST OF THE SOUTHWEST RAIL, 8.7 FEET SOUTHWEST OF A FENCE,
 MN0211'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0211'Z 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0211
 MN0211                          STATION RECOVERY (1996)
 MN0211
 MN0211'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0211'RECOVERED IN GOOD CONDITION 2.15 MI (3.46 KM) WEST ALONG U.S.  HIGHWAY
 MN0211'30 FROM THE JUNCTION WITH STATE ROAD 17A SPUR, WHICH IS ABOUT 7 MI
 MN0211'(11.3 KM) WEST OF SIDNEY, TO THE MARK ON THE RIGHT, 39.76 M (130.45
 MN0211'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.855 M (52.018 FT) SOUTH
 MN0211'OF THE SOUTH RAIL OF THE SOUTH SET OF THE UNION PACIFIC RAILROAD
 MN0211'TRACKS, 5.010 M (16.437 FT) NORTH-NORTHWEST OF A FIBER OPTIC CABLE
 MN0211'WITNESS POST, 0.50 M (1.64 FT) SOUTH OF A FIBERGLASS WITNESS POST AND
 MN0211'IN THE NW1/4, SEC10, T14N, R51W.
 MN0211
 MN0211                          STATION RECOVERY (2016)
 MN0211
 MN0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (LLB)
 MN0211'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LF1073 ***********************************************************************
 LF1073  DESIGNATION -  Z 78
 LF1073  PID         -  LF1073
 LF1073  STATE/COUNTY-  NE/CASS
 LF1073  COUNTRY     -  US
 LF1073  USGS QUAD   -  NEHAWKA (2017)
 LF1073
 LF1073                         *CURRENT SURVEY CONTROL
 LF1073  ______________________________________________________________________
 LF1073* NAD 83(1986) POSITION- 40 50 05.     (N) 095 55 12.     (W)   SCALED
 LF1073* NAVD 88 ORTHO HEIGHT -   311.934 (meters)     1023.40  (feet) ADJUSTED
 LF1073  ______________________________________________________________________
 LF1073  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 LF1073  DYNAMIC HEIGHT  -        311.790 (meters)     1022.93  (feet) COMP
 LF1073  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 LF1073
 LF1073  VERT ORDER      -  SECOND    CLASS 0
 LF1073
 LF1073.The horizontal coordinates were scaled from a map and have
 LF1073.an estimated accuracy of +/- 6 seconds.
 LF1073
 LF1073.The orthometric height was determined by differential leveling and
 LF1073.adjusted by the NATIONAL GEODETIC SURVEY
 LF1073.in June 1991.
 LF1073
 LF1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LF1073.GEOID18 height accuracy estimate available here.
 LF1073
 LF1073.Click photographs - Photos may exist for this station.
 LF1073
 LF1073.The dynamic height is computed by dividing the NAVD 88
 LF1073.geopotential number by the normal gravity value computed on the
 LF1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1073.degrees latitude (g = 980.6199 gals.).
 LF1073
 LF1073.The modeled gravity was interpolated from observed gravity values.
 LF1073
 LF1073;                    North         East    Units  Estimated Accuracy
 LF1073;SPC NE       -   119,300.      843,910.      MT  (+/- 180 meters Scaled)
 LF1073
 LF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF537245(NAD 83)
 LF1073
 LF1073                          SUPERSEDED SURVEY CONTROL
 LF1073
 LF1073  NGVD 29 (??/??/92)  311.841  (m)         1023.10   (f) ADJ UNCH    2 0
 LF1073
 LF1073.Superseded values are not recommended for survey control.
 LF1073
 LF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1073.See file dsdata.pdf to determine how the superseded data were derived.
 LF1073
 LF1073_MARKER: DB = BENCH MARK DISK
 LF1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1073_STAMPING: Z 78 1935
 LF1073_MARK LOGO: CGS
 LF1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1073+STABILITY: SURFACE MOTION
 LF1073
 LF1073  HISTORY     - Date     Condition        Report By
 LF1073  HISTORY     - 1935     MONUMENTED       CGS
 LF1073  HISTORY     - 1947     MARK NOT FOUND   CGS
 LF1073
 LF1073                          STATION DESCRIPTION
 LF1073
 LF1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1073'1.7 MI N FROM UNION.
 LF1073'1.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1073'STATION AT UNION, CASS COUNTY, 600 FEET NORTH OF POLE 448+40,
 LF1073'47.8 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 44.6 FEET
 LF1073'EAST OF THE EAST RAIL, AND 2.6 FEET WEST OF A FENCE.  A STANDARD
 LF1073'DISK, STAMPED Z 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0368 ***********************************************************************
 LG0368  DESIGNATION -  Z 79
 LG0368  PID         -  LG0368
 LG0368  STATE/COUNTY-  NE/LANCASTER
 LG0368  COUNTRY     -  US
 LG0368  USGS QUAD   -  WAVERLY (2017)
 LG0368
 LG0368                         *CURRENT SURVEY CONTROL
 LG0368  ______________________________________________________________________
 LG0368* NAD 83(1986) POSITION- 40 55 49.22   (N) 096 30 07.28   (W)   HD_HELD1
 LG0368* NAVD 88 ORTHO HEIGHT -   338.379 (meters)     1110.17  (feet) ADJUSTED
 LG0368  ______________________________________________________________________
 LG0368  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 LG0368  DYNAMIC HEIGHT  -        338.240 (meters)     1109.71  (feet) COMP
 LG0368  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 LG0368
 LG0368  VERT ORDER      -  SECOND    CLASS 0
 LG0368
 LG0368.The horizontal coordinates were determined by differentially corrected
 LG0368.hand held GPS observations or other comparable positioning techniques
 LG0368.and have an estimated accuracy of +/- 3 meters.
 LG0368
 LG0368.The orthometric height was determined by differential leveling and
 LG0368.adjusted by the NATIONAL GEODETIC SURVEY
 LG0368.in June 1991.
 LG0368
 LG0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0368.GEOID18 height accuracy estimate available here.
 LG0368
 LG0368.Click photographs - Photos may exist for this station.
 LG0368
 LG0368.The dynamic height is computed by dividing the NAVD 88
 LG0368.geopotential number by the normal gravity value computed on the
 LG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0368.degrees latitude (g = 980.6199 gals.).
 LG0368
 LG0368.The modeled gravity was interpolated from observed gravity values.
 LG0368
 LG0368;                    North         East    Units  Estimated Accuracy
 LG0368;SPC NE       -   127,754.4     794,446.5     MT  (+/- 3 meters HH1 GPS) 
 LG0368
 LG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1031434028(NAD 83)
 LG0368
 LG0368                          SUPERSEDED SURVEY CONTROL
 LG0368
 LG0368  NGVD 29 (??/??/92)  338.280  (m)         1109.84   (f) ADJ UNCH    2 0
 LG0368
 LG0368.Superseded values are not recommended for survey control.
 LG0368
 LG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0368.See file dsdata.pdf to determine how the superseded data were derived.
 LG0368
 LG0368_MARKER: DB = BENCH MARK DISK
 LG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0368_STAMPING: Z 79 1935
 LG0368_MARK LOGO: CGS
 LG0368_PROJECTION: RECESSED 5 CENTIMETERS
 LG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0368+STABILITY: SURFACE MOTION
 LG0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0368+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 LG0368
 LG0368  HISTORY     - Date     Condition        Report By
 LG0368  HISTORY     - 1935     MONUMENTED       CGS
 LG0368  HISTORY     - 20060411 GOOD             NEDR
 LG0368  HISTORY     - 20100504 GOOD             INDIV
 LG0368  HISTORY     - 20200715 GOOD             NEGS
 LG0368
 LG0368                          STATION DESCRIPTION
 LG0368
 LG0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0368'1.6 MI NE FROM WAVERLY.
 LG0368'1.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0368'RAILROAD FROM THE STATION AT WAVERLY, LANCASTER COUNTY, 150 FEET
 LG0368'SOUTHWEST OF A ROAD CROSSING, 64.8 FEET NORTHEAST OF MILEPOST
 LG0368'46, AND 42.7 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 LG0368'Z 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0368
 LG0368                          STATION RECOVERY (2006)
 LG0368
 LG0368'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LG0368'RECOVERED IN GOOD CONDITION.
 LG0368
 LG0368                          STATION RECOVERY (2010)
 LG0368
 LG0368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JDB)
 LG0368'RECOVERED IN GOOD CONDITION.
 LG0368
 LG0368                          STATION RECOVERY (2020)
 LG0368
 LG0368'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (TD)
 LG0368'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND N 141ST STREET IN
 LG0368'WAVERLY, NE., GO NORTHEAST 0N U.S. HIGHWAY 6 FOR 1.75 MI (2.82 KM) TO
 LG0368'THE INTERSECTION OF U.S. HIGHWAY 6 AND N 162ND STREET.
 LG0368'
 LG0368'THE MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION, 100 FT (30.5
 LG0368'M) WEST-SOUTHWEST OF THE CENTERLINE OF 162ND STREET, 70 FT (21.3 M)
 LG0368'NORTH-NORTHWEST PERPENDICULAR FROM THE CENTERLINE OF U.S. HIGHWAY 6
 LG0368'AND 40 FT (12.2 M) SOUTHEAST OF THE SOUTHEAST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0076 ***********************************************************************
 MN0076  DESIGNATION -  Z 8
 MN0076  PID         -  MN0076
 MN0076  STATE/COUNTY-  NE/DEUEL
 MN0076  COUNTRY     -  US
 MN0076  USGS QUAD   -  BARTON (2017)
 MN0076
 MN0076                         *CURRENT SURVEY CONTROL
 MN0076  ______________________________________________________________________
 MN0076* NAD 83(1986) POSITION- 41 00 30.     (N) 102 13 17.     (W)   SCALED
 MN0076* NAVD 88 ORTHO HEIGHT -  1048.485 (meters)     3439.90  (feet) ADJUSTED
 MN0076  ______________________________________________________________________
 MN0076  GEOID HEIGHT    -        -20.496 (meters)                     GEOID18
 MN0076  DYNAMIC HEIGHT  -       1047.799 (meters)     3437.65  (feet) COMP
 MN0076  MODELED GRAVITY -    979,934.5   (mgal)                       NAVD 88
 MN0076
 MN0076  VERT ORDER      -  FIRST     CLASS II
 MN0076
 MN0076.The horizontal coordinates were scaled from a map and have
 MN0076.an estimated accuracy of +/- 6 seconds.
 MN0076
 MN0076.The orthometric height was determined by differential leveling and
 MN0076.adjusted by the NATIONAL GEODETIC SURVEY
 MN0076.in June 1991.
 MN0076
 MN0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0076.GEOID18 height accuracy estimate available here.
 MN0076
 MN0076.Click photographs - Photos may exist for this station.
 MN0076
 MN0076.The dynamic height is computed by dividing the NAVD 88
 MN0076.geopotential number by the normal gravity value computed on the
 MN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0076.degrees latitude (g = 980.6199 gals.).
 MN0076
 MN0076.The modeled gravity was interpolated from observed gravity values.
 MN0076
 MN0076;                    North         East    Units  Estimated Accuracy
 MN0076;SPC NE       -   132,860.      313,200.      MT  (+/- 180 meters Scaled)
 MN0076
 MN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF336434(NAD 83)
 MN0076
 MN0076                          SUPERSEDED SURVEY CONTROL
 MN0076
 MN0076  NGVD 29 (??/??/92) 1048.018  (m)         3438.37   (f) ADJ UNCH    1 2
 MN0076
 MN0076.Superseded values are not recommended for survey control.
 MN0076
 MN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0076.See file dsdata.pdf to determine how the superseded data were derived.
 MN0076
 MN0076_MARKER: DB = BENCH MARK DISK
 MN0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0076_SP_SET: CULVERT HEADWALL
 MN0076_STAMPING: 3438.372 Z 8 1933
 MN0076_MARK LOGO: CGS
 MN0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0076+STABILITY: SURFACE MOTION
 MN0076
 MN0076  HISTORY     - Date     Condition        Report By
 MN0076  HISTORY     - 1933     MONUMENTED       CGS
 MN0076  HISTORY     - 1959     GOOD             USGS
 MN0076  HISTORY     - 1962     MARK NOT FOUND   USGS
 MN0076
 MN0076                          STATION DESCRIPTION
 MN0076
 MN0076'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MN0076'8.6 MI SW FROM BIG SPRINGS.
 MN0076'ABOUT 8.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MN0076'BIG SPRINGS, DEUEL COUNTY, ABOUT 20 POLES NORTHEAST OF MILEPOST
 MN0076'363, AT 36-INCH PIPE CULVERT 362.59, IN THE TOP OF THE WEST END
 MN0076'OF THE NORTH CONCRETE HEAD WALL, 115 FEET SOUTH OF THE CENTER
 MN0076'LINE OF U.S. HIGHWAY 30, 9.5 FEET NORTH OF THE NORTH RAIL OF THE
 MN0076'NORTH MAIN TRACK, AND 24 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 MN0076'FENCE.  A STANDARD DISK, STAMPED 3438.372 Z 8 1933.  NOTE-- 1959
 MN0076'USGS REPORT-- A CULVERT LOCATED IN THE DESCRIBED LOCATION DID
 MN0076'NOT CONTAIN THE DISK NOR DID IT APPEAR TO HAVE BEEN BUILT MORE
 MN0076'THAN 10 OR LESS YEARS AGO.  THE MARK IS PROBABLY DESTROYED.
 MN0076
 MN0076                          STATION RECOVERY (1962)
 MN0076
 MN0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MN0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0507 ***********************************************************************
 LG0507  DESIGNATION -  Z 80
 LG0507  PID         -  LG0507
 LG0507  STATE/COUNTY-  NE/SEWARD
 LG0507  COUNTRY     -  US
 LG0507  USGS QUAD   -  SEWARD (2017)
 LG0507
 LG0507                         *CURRENT SURVEY CONTROL
 LG0507  ______________________________________________________________________
 LG0507* NAD 83(1986) POSITION- 40 53 57.98   (N) 097 05 37.10   (W)   HD_HELD1
 LG0507* NAVD 88 ORTHO HEIGHT -   439.745 (meters)     1442.73  (feet) ADJUSTED
 LG0507  ______________________________________________________________________
 LG0507  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 LG0507  DYNAMIC HEIGHT  -        439.513 (meters)     1441.97  (feet) COMP
 LG0507  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 LG0507
 LG0507  VERT ORDER      -  SECOND    CLASS 0
 LG0507
 LG0507.The horizontal coordinates were determined by differentially corrected
 LG0507.hand held GPS observations or other comparable positioning techniques
 LG0507.and have an estimated accuracy of +/- 3 meters.
 LG0507
 LG0507.The orthometric height was determined by differential leveling and
 LG0507.adjusted by the NATIONAL GEODETIC SURVEY
 LG0507.in June 1991.
 LG0507
 LG0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0507.GEOID18 height accuracy estimate available here.
 LG0507
 LG0507.Click photographs - Photos may exist for this station.
 LG0507
 LG0507.The dynamic height is computed by dividing the NAVD 88
 LG0507.geopotential number by the normal gravity value computed on the
 LG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0507.degrees latitude (g = 980.6199 gals.).
 LG0507
 LG0507.The modeled gravity was interpolated from observed gravity values.
 LG0507
 LG0507;                    North         East    Units  Estimated Accuracy
 LG0507;SPC NE       -   122,481.2     744,782.4     MT  (+/- 3 meters HH1 GPS) 
 LG0507
 LG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6057529343(NAD 83)
 LG0507
 LG0507                          SUPERSEDED SURVEY CONTROL
 LG0507
 LG0507  NGVD 29 (??/??/92)  439.568  (m)         1442.15   (f) ADJ UNCH    2 0
 LG0507
 LG0507.Superseded values are not recommended for survey control.
 LG0507
 LG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0507.See file dsdata.pdf to determine how the superseded data were derived.
 LG0507
 LG0507_MARKER: DB = BENCH MARK DISK
 LG0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0507_SP_SET: ABUTMENT
 LG0507_STAMPING: Z 80 1935
 LG0507_MARK LOGO: CGS
 LG0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0507+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2010
 LG0507
 LG0507  HISTORY     - Date     Condition        Report By
 LG0507  HISTORY     - 1935     MONUMENTED       CGS
 LG0507  HISTORY     - 1961     GOOD             CGS
 LG0507  HISTORY     - 20100514 GOOD             INDIV
 LG0507
 LG0507                          STATION DESCRIPTION
 LG0507
 LG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0507'0.3 MI S FROM SEWARD.
 LG0507'0.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0507'FROM THE STATION AT SEWARD, SEWARD COUNTY, AT A ROAD CROSSING,
 LG0507'46.7 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT BRIDGE
 LG0507'28.78 OVER BLUE RIVER, IN THE TOP OF THE NORTHEAST CORNER OF
 LG0507'THE NORTH ABUTMENT, AND 5.2 FEET EAST OF THE EAST RAIL.  A
 LG0507'STANDARD DISK, STAMPED Z 80 1935.
 LG0507
 LG0507                          STATION RECOVERY (2010)
 LG0507
 LG0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJF)
 LG0507'REAL TIME NETWORK GPS OBSERVATION
 LG0507'40 53'57.981''N     97 05'37.099''W
 LG0507'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0484 ***********************************************************************
 LG0484  DESIGNATION -  Z 82
 LG0484  PID         -  LG0484
 LG0484  STATE/COUNTY-  NE/SEWARD
 LG0484  COUNTRY     -  US
 LG0484  USGS QUAD   -  FRIEND (2017)
 LG0484
 LG0484                         *CURRENT SURVEY CONTROL
 LG0484  ______________________________________________________________________
 LG0484* NAD 83(1986) POSITION- 40 43 03.     (N) 097 21 15.     (W)   SCALED
 LG0484* NAVD 88 ORTHO HEIGHT -   477.488 (meters)     1566.56  (feet) ADJUSTED
 LG0484  ______________________________________________________________________
 LG0484  GEOID HEIGHT    -        -26.853 (meters)                     GEOID18
 LG0484  DYNAMIC HEIGHT  -        477.227 (meters)     1565.70  (feet) COMP
 LG0484  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 LG0484
 LG0484  VERT ORDER      -  SECOND    CLASS 0
 LG0484
 LG0484.The horizontal coordinates were scaled from a map and have
 LG0484.an estimated accuracy of +/- 6 seconds.
 LG0484
 LG0484.The orthometric height was determined by differential leveling and
 LG0484.adjusted by the NATIONAL GEODETIC SURVEY
 LG0484.in June 1991.
 LG0484
 LG0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0484.GEOID18 height accuracy estimate available here.
 LG0484
 LG0484.Click photographs - Photos may exist for this station.
 LG0484
 LG0484.The dynamic height is computed by dividing the NAVD 88
 LG0484.geopotential number by the normal gravity value computed on the
 LG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0484.degrees latitude (g = 980.6199 gals.).
 LG0484
 LG0484.The modeled gravity was interpolated from observed gravity values.
 LG0484
 LG0484;                    North         East    Units  Estimated Accuracy
 LG0484;SPC NE       -   101,590.      723,470.      MT  (+/- 180 meters Scaled)
 LG0484
 LG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL390087(NAD 83)
 LG0484
 LG0484                          SUPERSEDED SURVEY CONTROL
 LG0484
 LG0484  NGVD 29 (??/??/92)  477.316  (m)         1565.99   (f) ADJ UNCH    2 0
 LG0484
 LG0484.Superseded values are not recommended for survey control.
 LG0484
 LG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0484.See file dsdata.pdf to determine how the superseded data were derived.
 LG0484
 LG0484_MARKER: DB = BENCH MARK DISK
 LG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0484_STAMPING: Z 82 1935
 LG0484_MARK LOGO: CGS
 LG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0484+STABILITY: SURFACE MOTION
 LG0484
 LG0484  HISTORY     - Date     Condition        Report By
 LG0484  HISTORY     - 1935     MONUMENTED       CGS
 LG0484  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0484
 LG0484                          STATION DESCRIPTION
 LG0484
 LG0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0484'AT CORDOVA.
 LG0484'AT CORDOVA, SEWARD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LG0484'RAILWAY, 95.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LG0484'STATION, 85.7 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 LG0484'67.5 FEET EAST OF THE EAST RAIL, AND 31.3 FEET SOUTH OF A
 LG0484'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED Z 82 1935
 LG0484'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RR STATION
 LG0484'MENTIONED ABOVE HAS BEEN REMOVED AND THE GROUND REVERTED TO
 LG0484'FARM LAND.
 LG0484
 LG0484                          STATION RECOVERY (1965)
 LG0484
 LG0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 ML0061 ***********************************************************************
 ML0061  DESIGNATION -  Z 85
 ML0061  PID         -  ML0061
 ML0061  STATE/COUNTY-  NE/BOONE
 ML0061  COUNTRY     -  US
 ML0061  USGS QUAD   -  CEDAR RAPIDS (2017)
 ML0061
 ML0061                         *CURRENT SURVEY CONTROL
 ML0061  ______________________________________________________________________
 ML0061* NAD 83(1986) POSITION- 41 37 20.     (N) 098 14 21.     (W)   SCALED
 ML0061* NAVD 88 ORTHO HEIGHT -   555.844 (meters)     1823.63  (feet) ADJUSTED
 ML0061  ______________________________________________________________________
 ML0061  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 ML0061  DYNAMIC HEIGHT  -        555.585 (meters)     1822.78  (feet) COMP
 ML0061  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 ML0061
 ML0061  VERT ORDER      -  SECOND    CLASS 0
 ML0061
 ML0061.The horizontal coordinates were scaled from a map and have
 ML0061.an estimated accuracy of +/- 6 seconds.
 ML0061
 ML0061.The orthometric height was determined by differential leveling and
 ML0061.adjusted by the NATIONAL GEODETIC SURVEY
 ML0061.in June 1991.
 ML0061
 ML0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 ML0061.GEOID18 height accuracy estimate available here.
 ML0061
 ML0061.Click photographs - Photos may exist for this station.
 ML0061
 ML0061.The dynamic height is computed by dividing the NAVD 88
 ML0061.geopotential number by the normal gravity value computed on the
 ML0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0061.degrees latitude (g = 980.6199 gals.).
 ML0061
 ML0061.The modeled gravity was interpolated from observed gravity values.
 ML0061
 ML0061;                    North         East    Units  Estimated Accuracy
 ML0061;SPC NE       -   200,110.      646,690.      MT  (+/- 180 meters Scaled)
 ML0061
 ML0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM633081(NAD 83)
 ML0061
 ML0061                          SUPERSEDED SURVEY CONTROL
 ML0061
 ML0061  NGVD 29 (??/??/92)  555.609  (m)         1822.86   (f) ADJ UNCH    2 0
 ML0061
 ML0061.Superseded values are not recommended for survey control.
 ML0061
 ML0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0061.See file dsdata.pdf to determine how the superseded data were derived.
 ML0061
 ML0061_MARKER: DB = BENCH MARK DISK
 ML0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0061_STAMPING: Z 85 1935
 ML0061_MARK LOGO: CGS
 ML0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0061+STABILITY: SURFACE MOTION
 ML0061
 ML0061  HISTORY     - Date     Condition        Report By
 ML0061  HISTORY     - 1935     MONUMENTED       CGS
 ML0061  HISTORY     - 1950     GOOD             CGS
 ML0061
 ML0061                          STATION DESCRIPTION
 ML0061
 ML0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0061'AT PRIMROSE.
 ML0061'AT PRIMROSE, BOONE COUNTY, ON THE UNION PACIFIC RAILROAD, 151
 ML0061'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, BETWEEN THE
 ML0061'MAIN TRACK AND A SPUR TRACK, 32.4 FEET SOUTH OF THE SPUR TRACK,
 ML0061'AND 25.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 ML0061'STANDARD DISK, STAMPED Z 85 1935 AND SET IN THE TOP OF A CONCRETE
 ML0061'POST.
 ML0061
 ML0061                          STATION RECOVERY (1950)
 ML0061
 ML0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MK1206 ***********************************************************************
 MK1206  DESIGNATION -  Z 86
 MK1206  PID         -  MK1206
 MK1206  STATE/COUNTY-  NE/COLFAX
 MK1206  COUNTRY     -  US
 MK1206  USGS QUAD   -  CLARKSON (2017)
 MK1206
 MK1206                         *CURRENT SURVEY CONTROL
 MK1206  ______________________________________________________________________
 MK1206* NAD 83(1986) POSITION- 41 43 41.     (N) 097 05 49.     (W)   SCALED
 MK1206* NAVD 88 ORTHO HEIGHT -   470.520 (meters)     1543.70  (feet) ADJUSTED
 MK1206  ______________________________________________________________________
 MK1206  GEOID HEIGHT    -        -25.170 (meters)                     GEOID18
 MK1206  DYNAMIC HEIGHT  -        470.329 (meters)     1543.07  (feet) COMP
 MK1206  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 MK1206
 MK1206  VERT ORDER      -  SECOND    CLASS 0
 MK1206
 MK1206.The horizontal coordinates were scaled from a map and have
 MK1206.an estimated accuracy of +/- 6 seconds.
 MK1206
 MK1206.The orthometric height was determined by differential leveling and
 MK1206.adjusted by the NATIONAL GEODETIC SURVEY
 MK1206.in June 1991.
 MK1206
 MK1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 MK1206.GEOID18 height accuracy estimate available here.
 MK1206
 MK1206.Click photographs - Photos may exist for this station.
 MK1206
 MK1206.The dynamic height is computed by dividing the NAVD 88
 MK1206.geopotential number by the normal gravity value computed on the
 MK1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1206.degrees latitude (g = 980.6199 gals.).
 MK1206
 MK1206.The modeled gravity was interpolated from observed gravity values.
 MK1206
 MK1206;                    North         East    Units  Estimated Accuracy
 MK1206;SPC NE       -   214,420.      741,420.      MT  (+/- 180 meters Scaled)
 MK1206
 MK1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM582213(NAD 83)
 MK1206
 MK1206                          SUPERSEDED SURVEY CONTROL
 MK1206
 MK1206  NGVD 29 (??/??/92)  470.337  (m)         1543.10   (f) ADJ UNCH    2 0
 MK1206
 MK1206.Superseded values are not recommended for survey control.
 MK1206
 MK1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1206.See file dsdata.pdf to determine how the superseded data were derived.
 MK1206
 MK1206_MARKER: DB = BENCH MARK DISK
 MK1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1206_STAMPING: Z 86 1935
 MK1206_MARK LOGO: CGS
 MK1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1206+STABILITY: SURFACE MOTION
 MK1206
 MK1206  HISTORY     - Date     Condition        Report By
 MK1206  HISTORY     - 1935     MONUMENTED       CGS
 MK1206  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1206
 MK1206                          STATION DESCRIPTION
 MK1206
 MK1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1206'1.4 MI NE FROM CLARKSON.
 MK1206'1.4 MILES NORTHEAST OF CLARKSON.  ALONG THE CHICAGO AND
 MK1206'NORTH WESTERN RAILROAD BETWEEN HUMPHREY AND HOOPER, WHERE
 MK1206'STATE HIGHWAY NO. 91 CROSSES TRACKS, 40.7 FEET SOUTHEAST OF
 MK1206'THIS CROSSING, 24.2 FEET EAST OF THE EAST RAIL, 22.6 FEET
 MK1206'EAST OF CULVERT NO. D-60 3/8.  NOTE-- RR TRACK AND CULVERT
 MK1206'HAVE BEEN REMOVED.  HWY 91 LOCATION IS NOW LOCATED 1 MI S
 MK1206'OF ORIGINAL LOCATION.
 MK1206
 MK1206                          STATION RECOVERY (1965)
 MK1206
 MK1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MJ0665 ***********************************************************************
 MJ0665  DESIGNATION -  Z 88
 MJ0665  PID         -  MJ0665
 MJ0665  STATE/COUNTY-  NE/DOUGLAS
 MJ0665  COUNTRY     -  US
 MJ0665  USGS QUAD   -  OMAHA SOUTH (2017)
 MJ0665
 MJ0665                         *CURRENT SURVEY CONTROL
 MJ0665  ______________________________________________________________________
 MJ0665* NAD 83(1986) POSITION- 41 14 38.     (N) 095 56 32.     (W)   SCALED
 MJ0665* NAVD 88 ORTHO HEIGHT -   330.732 (meters)     1085.08  (feet) ADJUSTED
 MJ0665  ______________________________________________________________________
 MJ0665  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 MJ0665  DYNAMIC HEIGHT  -        330.593 (meters)     1084.62  (feet) COMP
 MJ0665  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 MJ0665
 MJ0665  VERT ORDER      -  FIRST     CLASS II
 MJ0665
 MJ0665.The horizontal coordinates were scaled from a map and have
 MJ0665.an estimated accuracy of +/- 6 seconds.
 MJ0665
 MJ0665.The orthometric height was determined by differential leveling and
 MJ0665.adjusted by the NATIONAL GEODETIC SURVEY
 MJ0665.in June 1991.
 MJ0665
 MJ0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 MJ0665.GEOID18 height accuracy estimate available here.
 MJ0665
 MJ0665.Click photographs - Photos may exist for this station.
 MJ0665
 MJ0665.The dynamic height is computed by dividing the NAVD 88
 MJ0665.geopotential number by the normal gravity value computed on the
 MJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0665.degrees latitude (g = 980.6199 gals.).
 MJ0665
 MJ0665.The modeled gravity was interpolated from observed gravity values.
 MJ0665
 MJ0665;                    North         East    Units  Estimated Accuracy
 MJ0665;SPC NE       -   164,590.      839,900.      MT  (+/- 180 meters Scaled)
 MJ0665
 MJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534700(NAD 83)
 MJ0665
 MJ0665                          SUPERSEDED SURVEY CONTROL
 MJ0665
 MJ0665  NGVD 29 (??/??/92)  330.608  (m)         1084.67   (f) ADJ UNCH    1 2
 MJ0665
 MJ0665.Superseded values are not recommended for survey control.
 MJ0665
 MJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0665.See file dsdata.pdf to determine how the superseded data were derived.
 MJ0665
 MJ0665_MARKER: DB = BENCH MARK DISK
 MJ0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0665_SP_SET: BRIDGE
 MJ0665_STAMPING: Z 88 1935
 MJ0665_MARK LOGO: CGS
 MJ0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0665
 MJ0665  HISTORY     - Date     Condition        Report By
 MJ0665  HISTORY     - 1935     MONUMENTED       CGS
 MJ0665  HISTORY     - 1955     MARK NOT FOUND   CGS
 MJ0665  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0665
 MJ0665                          STATION DESCRIPTION
 MJ0665
 MJ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MJ0665'AT OMAHA.
 MJ0665'AT OMAHA, DOUGLAS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MJ0665'RAILROAD, AT BRIDGE 17.73, OVER 20TH STREET, IN THE TOP OF THE
 MJ0665'NORTH SIDE OF THE NORTHEAST ABUTMENT, AND 2.8 FEET NORTH OF
 MJ0665'THE NORTH RAIL.  A STANDARD DISK, STAMPED Z 88 1935.
 MJ0665
 MJ0665                          STATION RECOVERY (1976)
 MJ0665
 MJ0665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0665'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0783 ***********************************************************************
 LG0783  DESIGNATION -  ZALESKY
 LG0783  PID         -  LG0783
 LG0783  STATE/COUNTY-  NE/SALINE
 LG0783  COUNTRY     -  US
 LG0783  USGS QUAD   -  DORCHESTER SW (2017)
 LG0783
 LG0783                         *CURRENT SURVEY CONTROL
 LG0783  ______________________________________________________________________
 LG0783* NAD 83(1995) POSITION- 40 31 30.48928(N) 097 07 55.09824(W)   ADJUSTED
 LG0783* NAVD 88 ORTHO HEIGHT -   473.    (meters)     1552.    (feet) SCALED
 LG0783  ______________________________________________________________________
 LG0783  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 LG0783  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 LG0783  HORZ ORDER      -  FIRST
 LG0783
 LG0783.The horizontal coordinates were established by classical geodetic methods
 LG0783.and adjusted by the National Geodetic Survey in August 1997.
 LG0783
 LG0783.The orthometric height was scaled from a topographic map.
 LG0783
 LG0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0783.GEOID18 height accuracy estimate available here.
 LG0783
 LG0783.Click photographs - Photos may exist for this station.
 LG0783
 LG0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0783
 LG0783. The following values were computed from the NAD 83(1995) position.
 LG0783
 LG0783;                    North         East     Units Scale Factor Converg.
 LG0783;SPC NE       -    80,840.732   742,933.331   MT  0.99980377   +1 54 02.3
 LG0783;SPC NE       -   265,224.97  2,437,440.44   sFT  0.99980377   +1 54 02.3
 LG0783;UTM  14      - 4,487,721.199   658,230.566   MT  0.99990819   +1 12 50.6
 LG0783
 LG0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0783!SPC NE       -   0.99993000  x   0.99980377  =   0.99973378
 LG0783!UTM  14      -   0.99993000  x   0.99990819  =   0.99983819
 LG0783
 LG0783:                Primary Azimuth Mark                     Grid Az
 LG0783:SPC NE       -  ZALESKY AZ MK                            024 11 18.9
 LG0783:UTM  14      -  ZALESKY AZ MK                            024 52 30.6
 LG0783
 LG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5823087721(NAD 83)
 LG0783
 LG0783|---------------------------------------------------------------------|
 LG0783| PID    Reference Object                     Distance      Geod. Az  |
 LG0783|                                                           dddmmss.s |
 LG0783| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.13.6 KM 0062108.8 |
 LG0783| LG0476 ZALESKY AZ MK                                      0260521.2 |
 LG0783| CO2009 ZALESKY RM 1                        113.767 METERS 15121     |
 LG0783| CO2010 ZALESKY RM 2                        121.143 METERS 17331     |
 LG0783| LG0816 WESTERN ST JOHANNIS CH SPIRE        APPROX.15.8 KM 1992329.5 |
 LG0783| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.19.3 KM 3164159.4 |
 LG0783| LG0786 FRIEND STANDPIPE                    APPROX.19.6 KM 3180900.2 |
 LG0783|---------------------------------------------------------------------|
 LG0783
 LG0783                          SUPERSEDED SURVEY CONTROL
 LG0783
 LG0783  NAD 83(1986)-  40 31 30.49704(N)    097 07 55.09792(W) AD(       ) 1
 LG0783  NAD 27      -  40 31 30.47600(N)    097 07 53.96100(W) AD(       ) 1
 LG0783
 LG0783.Superseded values are not recommended for survey control.
 LG0783
 LG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0783.See file dsdata.pdf to determine how the superseded data were derived.
 LG0783
 LG0783_MARKER: DS = TRIANGULATION STATION DISK
 LG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0783_STAMPING: ZALESKY 1935
 LG0783_MARK LOGO: CGS
 LG0783_PROJECTION: RECESSED 30 CENTIMETERS
 LG0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0783+STABILITY: SURFACE MOTION
 LG0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0783+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 LG0783
 LG0783  HISTORY     - Date     Condition        Report By
 LG0783  HISTORY     - 1935     MONUMENTED       CGS
 LG0783  HISTORY     - 1947     GOOD             CGS
 LG0783  HISTORY     - 1961     GOOD             CGS
 LG0783  HISTORY     - 1968     GOOD             CGS
 LG0783  HISTORY     - 20060622 GOOD             NEDR
 LG0783
 LG0783                          STATION DESCRIPTION
 LG0783
 LG0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0783'STATION IS LOCATED IN SOUTHWEST QUARTER SEC. 31, T. 7 N., R. 3 E.,
 LG0783'ABOUT 8-1/2 MILES SOUTH OF DORCHESTER AND 1/2 MILE WEST OF STATE
 LG0783'HIGHWAY 15, ABOUT 10 MILES NORTH AND 3 MILES EAST OF WESTERN, ON
 LG0783'THE TOP OF A LOW FLAT RIDGE, IN A QUARTER-SECTION FENCE LINE,
 LG0783'NORTH OF AN EAST-WEST ROAD AND ON THE WEST SIDE OF AN OLD
 LG0783'ABANDONED NORTH-SOUTH ROAD.
 LG0783'
 LG0783'TO REACH FROM THE RAILROAD TRACK IN WESTERN, GO NORTH ON
 LG0783'STATE HIGHWAY 15 FOR 6.7 MILES TO INTERSECTION OF STATE HIGHWAYS
 LG0783'15 AND 41, TURN RIGHT, GO EAST FOR 3.1 MILES TO WHERE STATE
 LG0783'HIGHWAY 15 TURNS LEFT (NORTH), FOLLOW STATE HIGHWAY 15 NORTH FOR
 LG0783'3.0 MILES, TURN LEFT (WEST) FOR 0.5 MILE TO OLD ABANDONED ROAD ON
 LG0783'RIGHT (NORTH).  STATION IS SET ABOUT 110 YARDS NORTH OF
 LG0783'EAST-WEST ROAD JUST TO LEFT (WEST) OF OLD NORTH-SOUTH ROAD.
 LG0783'
 LG0783'REFERENCE MARK NO. 1 IS LOCATED SOUTH-SOUTHEAST OF STATION,
 LG0783'IN EAST-WEST RIGHT-OF-WAY FENCE, ON NORTH OF ROAD.  DISTANCE
 LG0783'FROM STATION IS 373.4 FEET.
 LG0783'
 LG0783'REFERENCE MARK NO. 2 IS LOCATED SOUTH OF STATION, IN SOUTHEAST
 LG0783'ANGLE OF INTERSECTION OF SECTION-LINE ROADS.  DISTANCE FROM
 LG0783'STATION IS 397.7 FEET.
 LG0783'
 LG0783'AZIMUTH IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF STATION.
 LG0783'TO REACH, GO EAST 0.5 MILE TO STATE HIGHWAY 15, TURN LEFT
 LG0783'(NORTH), GO 1 MILE TO SCHOOLHOUSE ON LEFT (WEST).  MARK IS
 LG0783'SET AT SOUTHEAST CORNER OF BUILDING, 130 FEET WEST OF CENTERLINE
 LG0783'OF STATE HIGHWAY 15, AND 90 FEET NORTH OF CENTERLINE OF
 LG0783'EAST-WEST SECTION-LINE ROAD.
 LG0783'
 LG0783'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LG0783
 LG0783                          STATION RECOVERY (1947)
 LG0783
 LG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0783'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 LG0783'THE STATION MARK IS LOCATED ON TOP OF A LOW FLAT RIDGE IN A
 LG0783'CULTIVATED FIELD.  THE ABANDONED ROAD BED MENTIONED IN THE 1946
 LG0783'DESCRIPTION IS NOW UNDER CULTIVATION AND THE NORTH-SOUTH FENCE
 LG0783'LINE HAS BEEN TORN DOWN.
 LG0783'
 LG0783'A COMPLETE NEW DESCRIPTION FOLLOWS-
 LG0783'
 LG0783'THE STATION IS LOCATED 8.5 MILES SOUTH OF DORCHESTER AND 0.5 MILE
 LG0783'WEST OF STATE HIGHWAY 15, ABOUT 10 MILES NORTH AND 3 MILES EAST
 LG0783'OF WESTERN, AND ABOUT 11 MILES NORTHWEST OF WILBER ON TOP OF A
 LG0783'LOW FLAT RIDGE IN A CULTIVATED FIELD.  IT IS 360 FEET NORTH
 LG0783'OF AN EAST-WEST GRAVELED ROAD, 168 FEET SOUTH-SOUTHWEST OF A
 LG0783'LARGE LONE BUSH AND ABOUT 475 FEET NORTH-NORTHWEST OF A FARM
 LG0783'HOUSE.  IT IS STAMPED ZALESKY 1935 AND IS 1 FOOT
 LG0783'BELOW THE SURFACE OF THE GROUND.
 LG0783'
 LG0783'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 LG0783'ON THE RIGHT-OF-WAY AND 31 FEET NORTH OF THE CENTER OF AN
 LG0783'EAST-WEST GRAVELED ROAD.  IT IS STAMPED ZALESKY NO 1 1935
 LG0783'AND PROJECTS 8 INCHES.
 LG0783'
 LG0783'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST ANGLE FORMED BY AN
 LG0783'EAST-WEST GRAVELED ROAD AND A T-ROAD SOUTH.  IT IS 36 FEET SOUTH
 LG0783'OF THE CENTER OF THE GRAVELED ROAD, 31.5 FEET EAST OF THE
 LG0783'CENTER OF THE T-ROAD SOUTH AND IS AT THE NORTHWEST CORNER
 LG0783'OF A ROW OF CEDAR TREES.  IT IS STAMPED ZALESKY NO 2 1935
 LG0783'AND PROJECTS 6 INCHES.
 LG0783'
 LG0783'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF A SCHOOLHOUSE
 LG0783'(DISTRICT NO. 60), 2.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 LG0783'OF THE BUILDING, 130 FEET WEST OF THE CENTER OF STATE HIGHWAY 15
 LG0783'AND 90 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.
 LG0783'IT IS STAMPED ZALESKY 1935 AND PROJECTS 4 INCHES.
 LG0783'
 LG0783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 82
 LG0783'IN WILBER, GO WEST ON HIGHWAY 41 FOR 8.65 MILES TO STATE HIGHWAY 15,
 LG0783'TURN RIGHT, NORTH, ON HIGHWAY 15 FOR 3 MILES, TURN LEFT, WEST,
 LG0783'AND GO 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG0783'
 LG0783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5 MILE TO
 LG0783'STATE HIGHWAY 15, TURN LEFT, NORTH, AND GO 1 MILE TO THE SCHOOLHOUSE
 LG0783'AND THE MARK ON THE LEFT.
 LG0783'
 LG0783'AN 87 FOOT SIGNAL AT CLARK 1935 IS VISIBLE AT THE GROUND.
 LG0783'
 LG0783'A 74 FOOT SIGNAL AT TABOR IS VISIBLE AT THE GROUND.
 LG0783'
 LG0783'A 4 FOOT SIGNAL AT BRUSH IS VISIBLE AT 10 FEET.
 LG0783'
 LG0783'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT THE GROUND.
 LG0783'
 LG0783'A 4 FOOT SIGNAL AT PLACEK 1935 IS VISIBLE AT 20 FEET.
 LG0783
 LG0783                          STATION RECOVERY (1961)
 LG0783
 LG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0783'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 LG0783'WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 LG0783'
 LG0783'THE 1947 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND TO
 LG0783'BE ADEQUATE.
 LG0783'
 LG0783'A METAL WITNESS POST WITH SIGN WAS SET 5.8 FEET WEST OF THE
 LG0783'STATION MARK.
 LG0783'
 LG0783'THE PICTURE POINT IS THE CENTER OF THE EAST-WEST GRAVELED
 LG0783'ROAD AT ITS INTERSECTION WITH A FENCE RUNNING NORTH AND SOUTH
 LG0783'FROM THE ROAD.
 LG0783
 LG0783                          STATION RECOVERY (1968)
 LG0783
 LG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0783'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 LG0783'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LG0783'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT THE OLD
 LG0783'SCHOOLHOUSE NO LONGER REMAINS.  IT IS 130 FEET WEST OF THE
 LG0783'CENTER OF OLD STATE HIGHWAY 15, 109 FEET NORTH OF THE CENTER OF
 LG0783'AN EAST-WEST ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND IS FLUSH
 LG0783'WITH THE SURFACE OF THE GROUND.
 LG0783'
 LG0783'THE 1947 TO REACH THE STATION WAS FOUND ADEQUATE BUT STATE HIGHWAY
 LG0783'15 IS BEING REROUTED.
 LG0783'
 LG0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 LG0783'SOUTH OF DORCHESTER.
 LG0783
 LG0783                          STATION RECOVERY (2006)
 LG0783
 LG0783'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (RWM)
 LG0783'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0476 ***********************************************************************
 LG0476  DESIGNATION -  ZALESKY AZ MK
 LG0476  PID         -  LG0476
 LG0476  STATE/COUNTY-  NE/SALINE
 LG0476  COUNTRY     -  US
 LG0476  USGS QUAD   -  PLEASANT HILL (2017)
 LG0476
 LG0476                         *CURRENT SURVEY CONTROL
 LG0476  ______________________________________________________________________
 LG0476* NAD 83(1986) POSITION- 40 32 20.     (N) 097 07 22.     (W)   SCALED
 LG0476* NAVD 88 ORTHO HEIGHT -   469.752 (meters)     1541.18  (feet) ADJUSTED
 LG0476  ______________________________________________________________________
 LG0476  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 LG0476  DYNAMIC HEIGHT  -        469.493 (meters)     1540.33  (feet) COMP
 LG0476  MODELED GRAVITY -    980,060.3   (mgal)                       NAVD 88
 LG0476
 LG0476  VERT ORDER      -  SECOND    CLASS 0
 LG0476
 LG0476.The horizontal coordinates were scaled from a map and have
 LG0476.an estimated accuracy of +/- 6 seconds.
 LG0476
 LG0476.The orthometric height was determined by differential leveling and
 LG0476.adjusted by the NATIONAL GEODETIC SURVEY
 LG0476.in June 1991.
 LG0476
 LG0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0476.GEOID18 height accuracy estimate available here.
 LG0476
 LG0476.Click photographs - Photos may exist for this station.
 LG0476
 LG0476.The dynamic height is computed by dividing the NAVD 88
 LG0476.geopotential number by the normal gravity value computed on the
 LG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0476.degrees latitude (g = 980.6199 gals.).
 LG0476
 LG0476.The modeled gravity was interpolated from observed gravity values.
 LG0476
 LG0476;                    North         East    Units  Estimated Accuracy
 LG0476;SPC NE       -    82,390.      743,660.      MT  (+/- 180 meters Scaled)
 LG0476
 LG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK589892(NAD 83)
 LG0476
 LG0476                          SUPERSEDED SURVEY CONTROL
 LG0476
 LG0476  NGVD 29 (??/??/92)  469.596  (m)         1540.67   (f) ADJ UNCH    2 0
 LG0476
 LG0476.Superseded values are not recommended for survey control.
 LG0476
 LG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0476.See file dsdata.pdf to determine how the superseded data were derived.
 LG0476
 LG0476_MARKER: DZ = AZIMUTH MARK DISK
 LG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0476_STAMPING: ZALESKY 1935
 LG0476_MARK LOGO: CGS
 LG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0476+STABILITY: SURFACE MOTION
 LG0476
 LG0476  HISTORY     - Date     Condition        Report By
 LG0476  HISTORY     - 1935     MONUMENTED       CGS
 LG0476  HISTORY     - 1961     GOOD             CGS
 LG0476
 LG0476                          STATION DESCRIPTION
 LG0476
 LG0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0476'7.8 MI S FROM DORCHESTER.
 LG0476'0.3 MILE WEST ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LG0476'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0476'THENCE 7.45 MILES SOUTH ALONG STATE HIGHWAY 15, 174 FEET
 LG0476'NORTHWEST OF CENTERLINE OF INTERSECTION OF A ROAD CROSSING,
 LG0476'49 FEET WEST OF A FLAG POLE, 133 FEET WEST OF THE CENTER LINE OF
 LG0476'STATE HIGHWAY 15, 104 FEET NORTH OF CENTER LINE OF A GRAVEL
 LG0476'ROAD, 2.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL
 LG0476'BUILDING, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 LG0476'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1190 ***********************************************************************
 LH1190  DESIGNATION -  ZERO
 LH1190  PID         -  LH1190
 LH1190  STATE/COUNTY-  NE/ADAMS
 LH1190  COUNTRY     -  US
 LH1190  USGS QUAD   -  BLUE HILL (2017)
 LH1190
 LH1190                         *CURRENT SURVEY CONTROL
 LH1190  ______________________________________________________________________
 LH1190* NAD 83(1995) POSITION- 40 21 17.22941(N) 098 26 22.85136(W)   ADJUSTED
 LH1190* NAVD 88 ORTHO HEIGHT -   590.    (meters)     1936.    (feet) SCALED
 LH1190  ______________________________________________________________________
 LH1190  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 LH1190  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 LH1190  HORZ ORDER      -  THIRD
 LH1190
 LH1190.The horizontal coordinates were established by classical geodetic methods
 LH1190.and adjusted by the National Geodetic Survey in August 1997.
 LH1190
 LH1190.The orthometric height was scaled from a topographic map.
 LH1190
 LH1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1190.GEOID18 height accuracy estimate available here.
 LH1190
 LH1190.Click photographs - Photos may exist for this station.
 LH1190
 LH1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1190
 LH1190. The following values were computed from the NAD 83(1995) position.
 LH1190
 LH1190;                    North         East     Units Scale Factor Converg.
 LH1190;SPC NE       -    59,093.914   632,523.564   MT  0.99985842   +1 02 02.5
 LH1190;SPC NE       -   193,877.28  2,075,204.39   sFT  0.99985842   +1 02 02.5
 LH1190;UTM  14      - 4,467,286.849   547,580.340   MT  0.99962787   +0 21 46.2
 LH1190
 LH1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1190!SPC NE       -   0.99991145  x   0.99985842  =   0.99976988
 LH1190!UTM  14      -   0.99991145  x   0.99962787  =   0.99953935
 LH1190
 LH1190:                Primary Azimuth Mark                     Grid Az
 LH1190:SPC NE       -  ZERO AZ MK                               359 36 02.0
 LH1190:UTM  14      -  ZERO AZ MK                               000 16 18.3
 LH1190
 LH1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4758067286(NAD 83)
 LH1190
 LH1190|---------------------------------------------------------------------|
 LH1190| PID    Reference Object                     Distance      Geod. Az  |
 LH1190|                                                           dddmmss.s |
 LH1190| LH1193 ZERO AZ MK                          APPROX. 1.1 KM 0003804.5 |
 LH1190| CO2014 ZERO RM 1                            26.994 METERS 04431     |
 LH1190| LH1187 BLUE HILL TRINITY LUTH CHURCH       APPROX. 2.3 KM 1955718.2 |
 LH1190| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX. 2.6 KM 2003309.1 |
 LH1190| CO2015 ZERO RM 2                            26.023 METERS 31242     |
 LH1190| LH1195 AYR SERVICE PIPE LINE CO TANK       APPROX. 8.5 KM 3595203.4 |
 LH1190|---------------------------------------------------------------------|
 LH1190
 LH1190                          SUPERSEDED SURVEY CONTROL
 LH1190
 LH1190  NAD 83(1986)-  40 21 17.23654(N)    098 26 22.85047(W) AD(       ) 3
 LH1190  NAD 27      -  40 21 17.18700(N)    098 26 21.63700(W) AD(       ) 3
 LH1190
 LH1190.Superseded values are not recommended for survey control.
 LH1190
 LH1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1190.See file dsdata.pdf to determine how the superseded data were derived.
 LH1190
 LH1190_MARKER: DS = TRIANGULATION STATION DISK
 LH1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1190_STAMPING: ZERO 1951
 LH1190_MARK LOGO: CGS
 LH1190_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1190+STABILITY: SURFACE MOTION
 LH1190
 LH1190  HISTORY     - Date     Condition        Report By
 LH1190  HISTORY     - 1951     MONUMENTED       CGS
 LH1190  HISTORY     - 1962     GOOD             CGS
 LH1190  HISTORY     - 1980     GOOD             NGS
 LH1190
 LH1190                          STATION DESCRIPTION
 LH1190
 LH1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1190'THE STATION IS LOCATED ABOUT 1.75 MILE NORTH-NORTHEAST OF BLUE
 LH1190'HILL AND ABOUT 5.5 MILES SOUTH OF AYR.  IT IS 35 FEET EAST OF
 LH1190'THE CENTER LINE OF U.S. HIGHWAY 281 AND 26 FEET WEST OF THE
 LH1190'CENTER LINE OF A NORTH-SOUTH TRACK ROAD.  IT IS STAMPED ZERO
 LH1190'1951 AND PROJECTS 2 INCHES.
 LH1190'
 LH1190'REFERENCE MARK NO. 1 IS 85 FEET WEST OF THE CENTERLINE OF U.S.
 LH1190'HIGHWAY 281, 34 FEET WEST OF THE NORTH-SOUTH TRACK ROAD AND 1 FOOT
 LH1190'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED ZERO NO 1 1951
 LH1190'AND PROJECTS 4 INCHES.
 LH1190'
 LH1190'REFERENCE MARK NO. 2 IS 39.5 FEET WEST OF THE CENTERLINE OF U.S.
 LH1190'HIGHWAY 281, 7 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST
 LH1190'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED ZERO NO 2 1951 AND
 LH1190'PROJECTS 4 INCHES.
 LH1190'
 LH1190'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF AN
 LH1190'EAST-WEST DIRT ROAD, 39 FEET EAST OF THE CENTERLINE OF U.S.
 LH1190'HIGHWAY 281, 1.5 FEET SOUTH OF A WITNESS POST AND 1.5 FEET WEST
 LH1190'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED ZERO 1951 AND PROJECTS
 LH1190'4 INCHES.
 LH1190'
 LH1190'TO REACH FROM THE RAILROAD DEPOT IN BLUE HILL, GO EAST FOR 0.35
 LH1190'MILE TO U.S. HIGHWAY 281, TURN LEFT, NORTH AND GO 1.6 MILES TO
 LH1190'THE STATION ON THE RIGHT AS DESCRIBED.
 LH1190'
 LH1190'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 LH1190'HIGHWAY 281 FOR 0.7 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LH1190'
 LH1190'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1190
 LH1190                          STATION RECOVERY (1962)
 LH1190
 LH1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LH1190'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1190'IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS SET 1 FOOT NORTH
 LH1190'OF THE STATION MARK.  THE AZIMUTH MARK IS 1.5 FEET SOUTH OF A
 LH1190'TELEPHONE POLE AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE
 LH1190'BLUE HILL, TRINITY LUTHERAN CHURCH, SPIRE LISTED IN THE OBJECTS
 LH1190'OBSERVED FOR THIS STATION HAS BEEN DESTROYED AND A NEW CHURCH
 LH1190'BUILT IN ITS PLACE.
 LH1190
 LH1190                          STATION RECOVERY (1980)
 LH1190
 LH1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1190'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LH1190'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LH1190'0.012 METER SHORTER THAN 1951 DATA AND THE DISTANCE TO REFERENCE MARK
 LH1190'2 WAS 0.032 METER LONGER.  THE DIRECTIONS TO THE REFERENCE MARKS WERE
 LH1190'3 MINUTES, 51 SECONDS SMALLER AND 1 MINUTE, 51 SECONDS SMALLER
 LH1190'RESPECTIVELY.  THE DIRECTION TO THE BLUE HILL MUNICIPAL STANDPIPE WAS
 LH1190'1.8 SECONDS SMALLER THAN AND INVERSE COMPUTED DIRECTION.  THE
 LH1190'UNDERGROUND MARK WAS NOT INSPECTED.  IT WAS NOTED THE REFERENCE TIES
 LH1190'TO REFERENCE MARK 1 WERE IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 LH1190'
 LH1190'THE STATION IS ABOUT 1-3/4 MILES NORTH OF BLUE HILL AND ON THE EAST
 LH1190'RIGHT-OF-WAY OF U.S. HIGHWAY 281.
 LH1190'
 LH1190'TO REACH THE STATION FROM THE OLD RAILROAD STATION IN BLUE HILL, GO
 LH1190'EAST ON WEST GAGE STREET FOR 0.35 MILE TO U.S. HIGHWAY 281.  TURN
 LH1190'LEFT AND GO NORTH ON HIGHWAY 281 FOR 1.6 MILES TO THE STATION ON THE
 LH1190'RIGHT AT A REVERSE FORK ON THE RIGHT.
 LH1190'
 LH1190'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 LH1190'FOR 0.7 MILE TO A GRADED CROSSROAD AND THE MARK ON THE RIGHT IN THE
 LH1190'SOUTHEAST ANGLE OF THE INTERSECTION.
 LH1190'
 LH1190'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---ZERO 1951--- SET
 LH1190'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 LH1190'36.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 28.0 FEET WEST OF THE
 LH1190'CENTERLINE OF THE GRADED ROAD AND 1.0 FOOT NORTH OF A WITNESS POST.
 LH1190'
 LH1190'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ZERO NO 1 1951--- SET
 LH1190'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 LH1190'89.3 FEET NORTHEAST OF A POWERLINE POLE, 85.0 FEET EAST OF THE
 LH1190'CENTERLINE OF THE HIGHWAY, 26.0 FEET EAST OF THE CENTERLINE OF THE
 LH1190'GRADED ROAD AND 1.0 FOOT WEST OF A FENCE.
 LH1190'
 LH1190'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ZERO NO 2 1951--- SET
 LH1190'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 LH1190'84.0 FEET NORTHWEST OF THE WITNESS POST, 40.0 FEET WEST OF THE
 LH1190'CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE.
 LH1190'
 LH1190'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---ZERO 1951--- SET IN
 LH1190'THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 LH1190'SURFACE.  IT IS 39.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32.0
 LH1190'FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 1.5 FEET SOUTH OF AN
 LH1190'OLD POWERLINE POLE WHICH HAS BEEN CUT OFF TO ABOUT 6 FOOT TALL AND HAS
 LH1190'A BURIED CABLE JUNCTION BOX ATTACHED TO IT AND 1.0 FOOT NORTH OF A
 LH1190'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1193 ***********************************************************************
 LH1193  DESIGNATION -  ZERO AZ MK
 LH1193  PID         -  LH1193
 LH1193  STATE/COUNTY-  NE/ADAMS
 LH1193  COUNTRY     -  US
 LH1193  USGS QUAD   -  BLUE HILL (2017)
 LH1193
 LH1193                         *CURRENT SURVEY CONTROL
 LH1193  ______________________________________________________________________
 LH1193* NAD 83(1995) POSITION- 40 21 53.30094(N) 098 26 22.32905(W)   NO CHECK
 LH1193* NAVD 88 ORTHO HEIGHT -   588.    (meters)     1929.    (feet) SCALED
 LH1193  ______________________________________________________________________
 LH1193  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 LH1193  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LH1193  HORZ ORDER      -  THIRD
 LH1193
 LH1193.The horizontal coordinates were established by classical geodetic methods
 LH1193.and adjusted by the National Geodetic Survey in August 1997.
 LH1193
 LH1193.No horizontal observational check was made to the station.
 LH1193
 LH1193.The orthometric height was scaled from a topographic map.
 LH1193
 LH1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1193.GEOID18 height accuracy estimate available here.
 LH1193
 LH1193.Click photographs - Photos may exist for this station.
 LH1193
 LH1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1193
 LH1193. The following values were computed from the NAD 83(1995) position.
 LH1193
 LH1193;                    North         East     Units Scale Factor Converg.
 LH1193;SPC NE       -    60,206.418   632,515.808   MT  0.99985496   +1 02 02.8
 LH1193;SPC NE       -   197,527.22  2,075,178.95   sFT  0.99985496   +1 02 02.8
 LH1193;UTM  14      - 4,468,399.112   547,585.615   MT  0.99962787   +0 21 46.8
 LH1193
 LH1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1193!SPC NE       -   0.99991176  x   0.99985496  =   0.99976673
 LH1193!UTM  14      -   0.99991176  x   0.99962787  =   0.99953966
 LH1193
 LH1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4758568399(NAD 83)
 LH1193
 LH1193                          SUPERSEDED SURVEY CONTROL
 LH1193
 LH1193  NAD 83(1986)-  40 21 53.30807(N)    098 26 22.32819(W) AD(       ) 3
 LH1193  NAD 27      -  40 21 53.25901(N)    098 26 21.11445(W) AD(       ) 3
 LH1193
 LH1193.Superseded values are not recommended for survey control.
 LH1193
 LH1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1193.See file dsdata.pdf to determine how the superseded data were derived.
 LH1193
 LH1193_MARKER: DZ = AZIMUTH MARK DISK
 LH1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1193_STAMPING: ZERO 1951
 LH1193_MARK LOGO: CGS
 LH1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1193+STABILITY: SURFACE MOTION
 LH1193
 LH1193  HISTORY     - Date     Condition        Report By
 LH1193  HISTORY     - 1951     MONUMENTED       CGS
 LH1193
 LH1193                          STATION DESCRIPTION
 LH1193
 LH1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1193'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF PAULINE, 5.0 MI
 LH1193'(8.0 KM) SOUTH OF AYR AND 2.3 MI (3.7 KM) NORTH-NORTHEAST OF BLUE
 LH1193'HILL.
 LH1193'
 LH1193'TO REACH FROM STATION ZERO, GO NORTH ON THE HIGHWAY FOR 0.7 MI
 LH1193'(1.1 KM) TO A GRADED CROSSROAD AND THE MARK ON THE RIGHT IN THE
 LH1193'SOUTHEAST ANGLE OF THE INTERSECTION.
 LH1193'
 LH1193'IT IS 39.0 FT (11.9 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 32.0 FT
 LH1193'(9.8 M) SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 1.5 FT (0.5 M)
 LH1193'SOUTH OF AN OLD POWER LINE POLE WHICH HAS BEEN CUT OFF TO ABOUT 6 FT
 LH1193'(1.8 M) TALL AND HAS A BURIED CABLE JUNCTION BOX ATTACHED TO IT AND
 LH1193'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0565 ***********************************************************************
 MN0565  DESIGNATION -  ZIG
 MN0565  PID         -  MN0565
 MN0565  STATE/COUNTY-  NE/KIMBALL
 MN0565  COUNTRY     -  US
 MN0565  USGS QUAD   -  POTTER SW (2017)
 MN0565
 MN0565                         *CURRENT SURVEY CONTROL
 MN0565  ______________________________________________________________________
 MN0565* NAD 83(1995) POSITION- 41 04 40.54251(N) 103 27 11.24622(W)   ADJUSTED
 MN0565* NAVD 88 ORTHO HEIGHT -  1461.    (meters)     4793.    (feet) SCALED
 MN0565  ______________________________________________________________________
 MN0565  GEOID HEIGHT    -        -19.124 (meters)                     GEOID18
 MN0565  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 MN0565  HORZ ORDER      -  SECOND
 MN0565
 MN0565.The horizontal coordinates were established by classical geodetic methods
 MN0565.and adjusted by the National Geodetic Survey in August 1997.
 MN0565
 MN0565.The orthometric height was scaled from a topographic map.
 MN0565
 MN0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0565.GEOID18 height accuracy estimate available here.
 MN0565
 MN0565.Click photographs - Photos may exist for this station.
 MN0565
 MN0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0565
 MN0565. The following values were computed from the NAD 83(1995) position.
 MN0565
 MN0565;                    North         East     Units Scale Factor Converg.
 MN0565;SPC NE       -   143,974.962   209,981.381   MT  0.99968631   -2 17 18.1
 MN0565;SPC NE       -   472,357.85    688,913.91   sFT  0.99968631   -2 17 18.1
 MN0565;UTM  13      - 4,548,560.672   629,943.485   MT  0.99980782   +1 00 59.7
 MN0565
 MN0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0565!SPC NE       -   0.99977393  x   0.99968631  =   0.99946031
 MN0565!UTM  13      -   0.99977393  x   0.99980782  =   0.99958179
 MN0565
 MN0565:                Primary Azimuth Mark                     Grid Az
 MN0565:SPC NE       -  ZIG AZ MK                                106 16 35.8
 MN0565:UTM  13      -  ZIG AZ MK                                102 58 18.0
 MN0565
 MN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2994348560(NAD 83)
 MN0565
 MN0565|---------------------------------------------------------------------|
 MN0565| PID    Reference Object                     Distance      Geod. Az  |
 MN0565|                                                           dddmmss.s |
 MN0565| CP9403 ZIG RM 1                             28.043 METERS 05538     |
 MN0565| CP9402 ZIG AZ MK                                          1035917.7 |
 MN0565| CP9404 ZIG RM 2                             29.111 METERS 18218     |
 MN0565| MN0566 ZIG 2                                11.566 METERS 28359     |
 MN0565|---------------------------------------------------------------------|
 MN0565
 MN0565                          SUPERSEDED SURVEY CONTROL
 MN0565
 MN0565  NAD 83(1993)-  41 04 40.54000(N)    103 27 11.24616(W) AD(       ) 2
 MN0565  NAD 83(1992)-  41 04 40.53614(N)    103 27 11.24613(W) AD(       ) 2
 MN0565  NAD 83(1986)-  41 04 40.53541(N)    103 27 11.24597(W) AD(       ) 2
 MN0565  NAD 27      -  41 04 40.59670(N)    103 27 09.48000(W) AD(       ) 2
 MN0565
 MN0565.Superseded values are not recommended for survey control.
 MN0565
 MN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0565.See file dsdata.pdf to determine how the superseded data were derived.
 MN0565
 MN0565_MARKER: DS = TRIANGULATION STATION DISK
 MN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0565_STAMPING: ZIG 1963
 MN0565_MARK LOGO: CGS
 MN0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0565+STABILITY: SURFACE MOTION
 MN0565
 MN0565  HISTORY     - Date     Condition        Report By
 MN0565  HISTORY     - 1963     MONUMENTED       CGS
 MN0565  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MN0565
 MN0565                          STATION DESCRIPTION
 MN0565
 MN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0565'THE STATION IS LOCATED ABOUT 11 MILES SOUTH AND 2 MILES EAST
 MN0565'OF DIX, 9-1/2 MILES SOUTH AND 7 MILES WEST OF POTTER, IN
 MN0565'THE SE 1/4 OF SEC. 24 T13N R54W, AND ON A LOW KNOLL ON ROAD
 MN0565'RIGHT-OF-WAY PROPERTY.
 MN0565'
 MN0565'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO SOUTH
 MN0565'FOR 0.15 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND FOLLOW
 MN0565'U.S. HIGHWAY 30, WEST, FOR 4.1 MILES TO A CROSSROAD.  TURN
 MN0565'LEFT AND GO SOUTH FOR 10.2 MILES TO A CROSSROAD.  TURN RIGHT,
 MN0565'WEST, FOR 2.7 MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH,
 MN0565'SIDE OF THE ROAD.  CONTINUE AHEAD, WEST, FOR 0.3 MILE TO A
 MN0565'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE TOP
 MN0565'OF THE KNOLL AND THE STATION ON THE LEFT, WEST, SIDE OF THE
 MN0565'ROAD.
 MN0565'
 MN0565'THE STATION MARK IS A STANDARD DISK, STAMPED ZIG 1963, AND
 MN0565'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 MN0565'1 INCH.  IT IS 36 FEET WEST OF THE CENTER OF THE ROAD AND 3.6
 MN0565'FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 MN0565'
 MN0565'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ZIG NO 1 1963,
 MN0565'AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 MN0565'THAT PROJECTS 1 INCH.  IT IS 89.5 FEET NORTHEAST OF THE
 MN0565'WITNESS POST AND 40 FEET EAST OF THE CENTER OF THE ROAD.
 MN0565'
 MN0565'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ZIG NO 2 1963,
 MN0565'AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0565'PROJECTS 1 INCH.  IT IS 98.7 FEET SOUTH OF THE WITNESS POST
 MN0565'AND 39 FEET WEST OF THE CENTER OF THE ROAD.
 MN0565'
 MN0565'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ZIG 1963, AND
 MN0565'IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0565'PROJECTS 1 INCH.  IT IS 31 FEET SOUTH OF THE CENTER OF THE
 MN0565'ROAD, 3 FEET WEST OF A POWER POLE, AND 3.8 FEET EAST OF A
 MN0565'WITNESS POST.
 MN0565
 MN0565                          STATION RECOVERY (1971)
 MN0565
 MN0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MN0565'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 MN0565'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 MN0565'NO. 1 WAS DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE AND
 MN0565'DIRECTION TO REFERENCE MARK NO. 2 CHECKED.  AT THE REQUEST OF
 MN0565'THE COUNTY ENGINEER AT KIMBALL, THE STATION AND REFERENCE
 MN0565'MARK NO. 2 WERE IN THE WAY OF ROAD CONSTRUCTION AND WERE
 MN0565'MOVED.
 MN0565'
 MN0565'ZIG 2 1971 WAS ESTABLISHED ON LINE WEST-NORTHWEST OF ZIG
 MN0565'1963 AND THE AZIMUTH MARK.  THE OLD AZIMUTH MARK WAS USED AT
 MN0565'ZIG 2.
 MN0565'
 MN0565'ZIG 1963 AND REFERENCE MARK NO. 2 WERE DESTROYED AFTER THE
 MN0565'STATION WAS MOVED.
 MN0565'
 MN0565'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR ZIG 2 1971.
 MN0565'
 MN0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 MN0565'MILES SOUTH AND 2 MILES EAST OF DIX.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MN0566 ***********************************************************************
 MN0566  DESIGNATION -  ZIG 2
 MN0566  PID         -  MN0566
 MN0566  STATE/COUNTY-  NE/KIMBALL
 MN0566  COUNTRY     -  US
 MN0566  USGS QUAD   -  POTTER SW (2017)
 MN0566
 MN0566                         *CURRENT SURVEY CONTROL
 MN0566  ______________________________________________________________________
 MN0566* NAD 83(1995) POSITION- 41 04 40.63314(N) 103 27 11.72700(W)   NO CHECK
 MN0566* NAVD 88 ORTHO HEIGHT -  1462.    (meters)     4797.    (feet) SCALED
 MN0566  ______________________________________________________________________
 MN0566  GEOID HEIGHT    -        -19.123 (meters)                     GEOID18
 MN0566  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 MN0566  HORZ ORDER      -  THIRD
 MN0566
 MN0566.The horizontal coordinates were established by classical geodetic methods
 MN0566.and adjusted by the National Geodetic Survey in August 1997.
 MN0566
 MN0566.No horizontal observational check was made to the station.
 MN0566
 MN0566.The orthometric height was scaled from a topographic map.
 MN0566
 MN0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 MN0566.GEOID18 height accuracy estimate available here.
 MN0566
 MN0566.Click photographs - Photos may exist for this station.
 MN0566
 MN0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 MN0566
 MN0566. The following values were computed from the NAD 83(1995) position.
 MN0566
 MN0566;                    North         East     Units Scale Factor Converg.
 MN0566;SPC NE       -   143,978.202   209,970.282   MT  0.99968631   -2 17 18.5
 MN0566;SPC NE       -   472,368.48    688,877.50   sFT  0.99968631   -2 17 18.5
 MN0566;UTM  13      - 4,548,563.268   629,932.216   MT  0.99980778   +1 00 59.3
 MN0566
 MN0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0566!SPC NE       -   0.99977377  x   0.99968631  =   0.99946015
 MN0566!UTM  13      -   0.99977377  x   0.99980778  =   0.99958160
 MN0566
 MN0566:                Primary Azimuth Mark                     Grid Az
 MN0566:SPC NE       -  ZIG AZ MK                                106 16 27.0
 MN0566:UTM  13      -  ZIG AZ MK                                102 58 09.2
 MN0566
 MN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2993248563(NAD 83)
 MN0566
 MN0566|---------------------------------------------------------------------|
 MN0566| PID    Reference Object                     Distance      Geod. Az  |
 MN0566|                                                           dddmmss.s |
 MN0566| CP9405 ZIG 2 RM 3                           51.453 METERS 07401     |
 MN0566| MN0565 ZIG                                  11.566 METERS 10359     |
 MN0566| CP9402 ZIG AZ MK                                          1035908.5 |
 MN0566| CP9404 ZIG RM 2                             33.443 METERS 16228     |
 MN0566| CP9406 ZIG 2 RM 4                           25.447 METERS 18339     |
 MN0566|---------------------------------------------------------------------|
 MN0566
 MN0566                          SUPERSEDED SURVEY CONTROL
 MN0566
 MN0566  NAD 83(1993)-  41 04 40.63063(N)    103 27 11.72694(W) AD(       ) 3
 MN0566  NAD 83(1992)-  41 04 40.62677(N)    103 27 11.72692(W) AD(       ) 3
 MN0566  NAD 83(1986)-  41 04 40.62604(N)    103 27 11.72675(W) AD(       ) 3
 MN0566  NAD 27      -  41 04 40.68732(N)    103 27 09.96068(W) AD(       ) 3
 MN0566
 MN0566.Superseded values are not recommended for survey control.
 MN0566
 MN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0566.See file dsdata.pdf to determine how the superseded data were derived.
 MN0566
 MN0566_MARKER: DS = TRIANGULATION STATION DISK
 MN0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0566_STAMPING: ZIG 2 1971
 MN0566_MARK LOGO: CGS
 MN0566_PROJECTION: FLUSH
 MN0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0566+STABILITY: SURFACE MOTION
 MN0566
 MN0566  HISTORY     - Date     Condition        Report By
 MN0566  HISTORY     - 1971     MONUMENTED       NGS
 MN0566
 MN0566                          STATION DESCRIPTION
 MN0566
 MN0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MN0566'THE STATION IS LOCATED ABOUT 11 MILES SOUTH AND 2 MILES EAST
 MN0566'OF DIX, 9-1/2 MILES SOUTH AND 7 MILES WEST OF POTTER, ON A
 MN0566'LOW KNOLL, AND IN THE SOUTHEAST QUARTER OF SECTION 24, T 13 N,
 MN0566'R 54 W.
 MN0566'
 MN0566'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO SOUTH
 MN0566'FOR 0.15 MILES TO U.S. HIGHWAY 30.  TURN RIGHT AND GO WEST
 MN0566'ON U.S. HIGHWAY 30 FOR 4.1 MILES TO A CROSSROAD.  TURN LEFT
 MN0566'AND GO SOUTH ON A GRAVELED ROAD FOR 10.2 MILES TO A CROSSROAD.
 MN0566'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 2.7 MILES TO
 MN0566'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED
 MN0566'ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 MN0566'A GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 MN0566'
 MN0566'STATION MARKS ARE STANDARD DISKS STAMPED ZIG 2 1971.  THE
 MN0566'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MN0566'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET WEST
 MN0566'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A METAL
 MN0566'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 MN0566'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 MN0566'GROUND.
 MN0566'
 MN0566'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ZIG 2 NO. 3 1971,
 MN0566'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 MN0566'INCHES.  IT IS 94 FEET EAST OF THE CENTER OF THE GRAVELED
 MN0566'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 MN0566'
 MN0566'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ZIG 2 NO. 4 1971,
 MN0566'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MN0566'WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET WEST OF THE
 MN0566'CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A METAL WITNESS
 MN0566'POST.
 MN0566'
 MN0566'AZIMUTH MARK, A STANDARD DISK STAMPED ZIG 1963, IS SET IN THE
 MN0566'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MN0566'OF THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0566'ROAD AND 1 FOOT EAST OF A EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 MM0372 ***********************************************************************
 MM0372  DESIGNATION -  ZION LUTHERAN CHURCH SPIRE
 MM0372  PID         -  MM0372
 MM0372  STATE/COUNTY-  NE/DAWSON
 MM0372  COUNTRY     -  US
 MM0372  USGS QUAD   -  ODENCRANZE TABLE SOUTH (2017)
 MM0372
 MM0372                         *CURRENT SURVEY CONTROL
 MM0372  ______________________________________________________________________
 MM0372* NAD 83(1995) POSITION- 41 01 04.27214(N) 100 10 01.70270(W)   ADJUSTED
 MM0372  ______________________________________________________________________
 MM0372  GEOID HEIGHT    -        -22.847 (meters)                     GEOID18
 MM0372  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 MM0372  HORZ ORDER      -  THIRD
 MM0372
 MM0372.The horizontal coordinates were established by classical geodetic methods
 MM0372.and adjusted by the National Geodetic Survey in August 1997.
 MM0372
 MM0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MM0372.GEOID18 height accuracy estimate available here.
 MM0372
 MM0372.Click photographs - Photos may exist for this station.
 MM0372
 MM0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 MM0372
 MM0372. The following values were computed from the NAD 83(1995) position.
 MM0372
 MM0372;                    North         East     Units Scale Factor Converg.
 MM0372;SPC NE       -   131,526.587   485,945.773   MT  0.99969463   -0 06 38.7
 MM0372;SPC NE       -   431,516.81  1,594,307.09   sFT  0.99969463   -0 06 38.7
 MM0372;UTM  14      - 4,541,394.975   401,867.306   MT  0.99971852   -0 45 57.8
 MM0372
 MM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0186741394(NAD 83)
 MM0372
 MM0372                          SUPERSEDED SURVEY CONTROL
 MM0372
 MM0372  NAD 83(1986)-  41 01 04.27806(N)    100 10 01.70782(W) AD(       ) 3
 MM0372  NAD 27      -  41 01 04.25000(N)    100 10 00.26000(W) AD(       ) 3
 MM0372
 MM0372.Superseded values are not recommended for survey control.
 MM0372
 MM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0372.See file dsdata.pdf to determine how the superseded data were derived.
 MM0372
 MM0372_MARKER: 90 = CHURCH SPIRE
 MM0372
 MM0372  HISTORY     - Date     Condition        Report By
 MM0372  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0372
 MM0372                          STATION DESCRIPTION
 MM0372
 MM0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0372'ZION EVANGELICAL LUTHERAN CHURCH, LOCATED 6.5 MILES NORTH AND 0.5
 MM0372'MILE WEST OF GOTHENBURG.  WHITE FRAME BUILDING, WITH SPIRE WITH
 MM0372'CROSS ATOP.  OBSERVED UPON TIP OF SPIRE.
 MM0372'
 MM0372'OBSERVED FROM STATIONS HARM AND GOTHENBURG.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0826 ***********************************************************************
 LG0826  DESIGNATION -  ZION LUTHERAN CHURCH SPIRE
 LG0826  PID         -  LG0826
 LG0826  STATE/COUNTY-  NE/JEFFERSON
 LG0826  COUNTRY     -  US
 LG0826  USGS QUAD   -  GLADSTONE (2017)
 LG0826
 LG0826                         *CURRENT SURVEY CONTROL
 LG0826  ______________________________________________________________________
 LG0826* NAD 83(1995) POSITION- 40 09 42.49966(N) 097 17 35.72785(W)   ADJUSTED
 LG0826  ______________________________________________________________________
 LG0826  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 LG0826  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 LG0826  HORZ ORDER      -  THIRD
 LG0826
 LG0826.The horizontal coordinates were established by classical geodetic methods
 LG0826.and adjusted by the National Geodetic Survey in August 1997.
 LG0826
 LG0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0826.GEOID18 height accuracy estimate available here.
 LG0826
 LG0826.Click photographs - Photos may exist for this station.
 LG0826
 LG0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG0826
 LG0826. The following values were computed from the NAD 83(1995) position.
 LG0826
 LG0826;                    North         East     Units Scale Factor Converg.
 LG0826;SPC NE       -    40,080.875   730,539.051   MT  0.99993078   +1 47 37.5
 LG0826;SPC NE       -   131,498.67  2,396,776.87   sFT  0.99993078   +1 47 37.5
 LG0826;UTM  14      - 4,447,112.708   645,346.216   MT  0.99986006   +1 06 03.4
 LG0826
 LG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4534647112(NAD 83)
 LG0826
 LG0826                          SUPERSEDED SURVEY CONTROL
 LG0826
 LG0826  NAD 83(1986)-  40 09 42.50577(N)    097 17 35.72748(W) AD(       ) 3
 LG0826  NAD 27      -  40 09 42.50100(N)    097 17 34.58100(W) AD(       ) 3
 LG0826
 LG0826.Superseded values are not recommended for survey control.
 LG0826
 LG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0826.See file dsdata.pdf to determine how the superseded data were derived.
 LG0826
 LG0826_MARKER: 90 = CHURCH SPIRE
 LG0826
 LG0826  HISTORY     - Date     Condition        Report By
 LG0826  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0826  HISTORY     - 1947     GOOD             CGS
 LG0826  HISTORY     - 20050713 GOOD             USPSQD
 LG0826
 LG0826                          STATION DESCRIPTION
 LG0826
 LG0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0826'OBJECT OBSERVED UPON WAS TIP OF PROMINENT SPIRE ON COUNTRY CHURCH,
 LG0826'APPROXIMATELY 2 MILES WEST OF STATION GLAD.  IT WAS OFF SCHEME
 LG0826'AND NOT VISITED, SO FURTHER DETAILS WERE NOT OBTAINED.
 LG0826'
 LG0826'OBSERVED UPON FROM STATIONS GLAD, FAIRBURY, HOFF, HELVEY, AND
 LG0826'HELVEY LA PLACE AZIMUTH.
 LG0826
 LG0826                          STATION RECOVERY (1947)
 LG0826
 LG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0826'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF GILEAD AND 1
 LG0826'MILE NORTH OF STATE HIGHWAY 3.  IT IS 90 FEET NORTH OF THE CENTER
 LG0826'OF A EAST-WEST ROAD AND 75 FEET EAST OF A NORTH-SOUTH ROAD.
 LG0826'IT IS A WHITE FRAME BUILDING WITH THE SPIRE ON THE SOUTH END
 LG0826'OF THE BUILDING.  IT IS ABOUT 75 FEET HIGH WITH A CROSS ON THE
 LG0826'TOP.  THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 LG0826'
 LG0826'TO REACH THE STATION FROM GILEAD, GO EAST ON STATE HIGHWAY 3
 LG0826'FOR 4.8 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.0 MILE
 LG0826'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 2.7 MILES TO THE CHURCH
 LG0826'ON THE LEFT.
 LG0826'
 LG0826'PROBABLY THE SAME STATION AS SPIRE A, LOCATED IN 1935.
 LG0826
 LG0826                          STATION RECOVERY (2005)
 LG0826
 LG0826'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0826'STATION FOUND GOOD. STATE HWY 3 IS NOW U.S. HWY 136. THE EAST-WEST
 LG0826'ROAD IS 713 RD, THE NORTH-SOUTH ROAD IS 562 AVENUE. NEW DIRECTIONS. TO
 LG0826'REACH THE STATION FROM GILEAD, GO EAST ON US HWY 136 FOR 7.5 MILES TO
 LG0826'562 AVENUE, TURN LEFT AND GO 1.0 MILE NORTH TO 713 RD AND STATION ON
 LG0826'THE RIGHT. STATION IS 90 FEET NORTH OF THE CENTER OF 713 RD AND 75
 LG0826'FEET EAST OF 562 AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LH1260 ***********************************************************************
 LH1260  DESIGNATION -  ZION LUTHERAN CHURCH CROSS
 LH1260  PID         -  LH1260
 LH1260  STATE/COUNTY-  NE/ADAMS
 LH1260  COUNTRY     -  US
 LH1260  USGS QUAD   -  KENESAW (2017)
 LH1260
 LH1260                         *CURRENT SURVEY CONTROL
 LH1260  ______________________________________________________________________
 LH1260* NAD 83(1995) POSITION- 40 31 57.94844(N) 098 37 45.83569(W)   ADJUSTED
 LH1260  ______________________________________________________________________
 LH1260  GEOID HEIGHT    -        -25.168 (meters)                     GEOID18
 LH1260  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LH1260  HORZ ORDER      -  THIRD
 LH1260
 LH1260.The horizontal coordinates were established by classical geodetic methods
 LH1260.and adjusted by the National Geodetic Survey in August 1997.
 LH1260
 LH1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LH1260.GEOID18 height accuracy estimate available here.
 LH1260
 LH1260.Click photographs - Photos may exist for this station.
 LH1260
 LH1260.The Laplace correction was computed from DEFLEC18 derived deflections.
 LH1260
 LH1260. The following values were computed from the NAD 83(1995) position.
 LH1260
 LH1260;                    North         East     Units Scale Factor Converg.
 LH1260;SPC NE       -    78,578.120   616,098.346   MT  0.99980153   +0 54 29.9
 LH1260;SPC NE       -   257,801.72  2,021,315.99   sFT  0.99980153   +0 54 29.9
 LH1260;UTM  14      - 4,486,957.450   531,387.221   MT  0.99961213   +0 14 27.1
 LH1260
 LH1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3138786957(NAD 83)
 LH1260
 LH1260                          SUPERSEDED SURVEY CONTROL
 LH1260
 LH1260  NAD 83(1986)-  40 31 57.95527(N)    098 37 45.83530(W) AD(       ) 3
 LH1260  NAD 27      -  40 31 57.90000(N)    098 37 44.59000(W) AD(       ) 3
 LH1260
 LH1260.Superseded values are not recommended for survey control.
 LH1260
 LH1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1260.See file dsdata.pdf to determine how the superseded data were derived.
 LH1260
 LH1260_MARKER: 91 = CHURCH CROSS
 LH1260
 LH1260  HISTORY     - Date     Condition        Report By
 LH1260  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1260
 LH1260                          STATION DESCRIPTION
 LH1260
 LH1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1260'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF
 LH1260'HOLSTEIN AND 7 MILES SOUTH-SOUTHEAST OF KENESAW.  IT IS A LARGE
 LH1260'WHITE WOODEN BUILDING WITH THE SPIRE AND CROSS AT THE EAST
 LH1260'END OF THE BUILDING.  IT HAS AN OVERALL HEIGHT OF 90 FEET.
 LH1260'
 LH1260'TO REACH THE STATION FROM THE POST OFFICE IN HOLSTEIN GO NORTH
 LH1260'0.05 MILE TO A CROSSROAD, TURN RIGHT, EAST, FOR 0.4 MILE TO A
 LH1260'CROSSROAD.  TURN LEFT NORTH, AND GO 0.2 MILE TO A CROSS ROAD.
 LH1260'TURN RIGHT, EAST, AND GO 1.0 MILE TO A T ROAD NORTH.  TURN LEFT,
 LH1260'NORTH, FOR 4.5 MILES TO THE CHURCH ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG1081 ***********************************************************************
 LG1081  DESIGNATION -  ZION LUTHERAN CHURCH SPIRE
 LG1081  PID         -  LG1081
 LG1081  STATE/COUNTY-  NE/JEFFERSON
 LG1081  COUNTRY     -  US
 LG1081  USGS QUAD   -  HARBINE (2017)
 LG1081
 LG1081                         *CURRENT SURVEY CONTROL
 LG1081  ______________________________________________________________________
 LG1081* NAD 83(1995) POSITION- 40 14 00.20309(N) 096 56 06.13108(W)   ADJUSTED
 LG1081  ______________________________________________________________________
 LG1081  GEOID HEIGHT    -        -27.018 (meters)                     GEOID18
 LG1081  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 LG1081  HORZ ORDER      -  THIRD
 LG1081
 LG1081.The horizontal coordinates were established by classical geodetic methods
 LG1081.and adjusted by the National Geodetic Survey in August 1997.
 LG1081
 LG1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG1081.GEOID18 height accuracy estimate available here.
 LG1081
 LG1081.Click photographs - Photos may exist for this station.
 LG1081
 LG1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 LG1081
 LG1081. The following values were computed from the NAD 83(1995) position.
 LG1081
 LG1081;                    North         East     Units Scale Factor Converg.
 LG1081;SPC NE       -    49,042.195   760,755.799   MT  0.99990265   +2 01 52.1
 LG1081;SPC NE       -   160,899.27  2,495,912.98   sFT  0.99990265   +2 01 52.1
 LG1081;UTM  14      - 4,455,706.874   675,669.483   MT  0.99997989   +1 20 02.8
 LG1081
 LG1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7566955706(NAD 83)
 LG1081
 LG1081                          SUPERSEDED SURVEY CONTROL
 LG1081
 LG1081  NAD 83(1986)-  40 14 00.21004(N)    096 56 06.12898(W) AD(       ) 3
 LG1081  NAD 27      -  40 14 00.20600(N)    096 56 05.02900(W) AD(       ) 3
 LG1081
 LG1081.Superseded values are not recommended for survey control.
 LG1081
 LG1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1081.See file dsdata.pdf to determine how the superseded data were derived.
 LG1081
 LG1081_MARKER: 90 = CHURCH SPIRE
 LG1081
 LG1081  HISTORY     - Date     Condition        Report By
 LG1081  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1081  HISTORY     - 20040806 GOOD             USPSQD
 LG1081
 LG1081                          STATION DESCRIPTION
 LG1081
 LG1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1081'THE SPIRE IS LOCATED ABOUT 3 MILES NORTHWEST OF HARBINE. IT
 LG1081'IS A WHITE FRAME BUILDING WITH THE SPIRE ON THE WEST END OF
 LG1081'THE BUILDING.  IT IS ABOUT 50 FEET HIGH, SILVER IN COLOR,
 LG1081'WITH A BALL ON THE TOP OF THE SPIRE.  THE POINT OBSERVED
 LG1081'UPON WAS THE BALL ON TOP OF THE SPIRE.  THE CHURCH IS IN
 LG1081'THE SOUTHEAST ANGLE OF A CROSS ROAD.
 LG1081
 LG1081                          STATION RECOVERY (2004)
 LG1081
 LG1081'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1081'STATION FOUND GOOD. THE 1947 DESCRIPTION IS ACCURATE EXCEPT THE
 LG1081'STATION IS NORTHEAST OF HARBINE, NOT NORTHWEST. IT IS SOUTH OF 718
 LG1081'ROAD, 2 MILES NORTH OF U.S. HIGHWAY 136, EAST OF 581 AVENUE, IN THE
 LG1081'SOUTHEAST CORNER OF THE INTERSECTION OF 581 AVE AND 718 RD. A CROSS IS
 LG1081'AT THE TOP OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LJ0465 ***********************************************************************
 LJ0465  DESIGNATION -  ZULAUF RESET
 LJ0465  PID         -  LJ0465
 LJ0465  STATE/COUNTY-  NE/HITCHCOCK
 LJ0465  COUNTRY     -  US
 LJ0465  USGS QUAD   -  CULBERTSON (2017)
 LJ0465
 LJ0465                         *CURRENT SURVEY CONTROL
 LJ0465  ______________________________________________________________________
 LJ0465* NAD 83(1995) POSITION- 40 09 31.28127(N) 100 48 16.92124(W)   ADJUSTED
 LJ0465* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 LJ0465  ______________________________________________________________________
 LJ0465  GEOID HEIGHT    -        -23.886 (meters)                     GEOID18
 LJ0465  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 LJ0465  HORZ ORDER      -  FIRST
 LJ0465
 LJ0465.The horizontal coordinates were established by classical geodetic methods
 LJ0465.and adjusted by the National Geodetic Survey in August 1997.
 LJ0465
 LJ0465.The orthometric height was scaled from a topographic map.
 LJ0465
 LJ0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LJ0465.GEOID18 height accuracy estimate available here.
 LJ0465
 LJ0465.Click photographs - Photos may exist for this station.
 LJ0465
 LJ0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 LJ0465
 LJ0465. The following values were computed from the NAD 83(1995) position.
 LJ0465
 LJ0465;                    North         East     Units Scale Factor Converg.
 LJ0465;SPC NE       -    36,444.880   431,448.516   MT  0.99993204   -0 31 59.8
 LJ0465;SPC NE       -   119,569.58  1,415,510.67   sFT  0.99993204   -0 31 59.8
 LJ0465;UTM  14      - 4,446,931.727   346,304.185   MT  0.99989080   -1 09 50.7
 LJ0465
 LJ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0465!SPC NE       -   0.99986880  x   0.99993204  =   0.99980085
 LJ0465!UTM  14      -   0.99986880  x   0.99989080  =   0.99975961
 LJ0465
 LJ0465:                Primary Azimuth Mark                     Grid Az
 LJ0465:SPC NE       -  ZULAUF AZ MK RESET                       192 44 59.2
 LJ0465:UTM  14      -  ZULAUF AZ MK RESET                       193 22 50.1
 LJ0465
 LJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK4630446931(NAD 83)
 LJ0465
 LJ0465|---------------------------------------------------------------------|
 LJ0465| PID    Reference Object                     Distance      Geod. Az  |
 LJ0465|                                                           dddmmss.s |
 LJ0465| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.18.5 KM 0253604.2 |
 LJ0465| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX.13.8 KM 0640751.1 |
 LJ0465| LJ0464 MC COOK REA RADIO MAST              APPROX.14.5 KM 0644413.2 |
 LJ0465| LJ0462 MC COOK RAD STA KBRL MAST           APPROX.14.5 KM 0682613.0 |
 LJ0465| LJ0453 MC COOK MUNICIPAL TANK              APPROX.16.7 KM 0710433.4 |
 LJ0465| LJ0451 MC COOK CITY PARK STANDPIPE         APPROX.16.1 KM 0713449.4 |
 LJ0465| LJ0452 MC COOK CATHOLIC CHURCH SPIRE       APPROX.16.4 KM 0723128.0 |
 LJ0465| LJ0450 MC COOK CBQ RR CONC STK             APPROX.15.8 KM 0751416.8 |
 LJ0465| CO2018 ZULAUF RM 1                          43.466 METERS 08615     |
 LJ0465| CO2020 ZULAUF RM 3                          37.393 METERS 08920     |
 LJ0465| CO2017 ZULAUF AZ MK RESET                                 1921259.4 |
 LJ0465| CO2016 ZULAUF AZ MK                                       1921901.6 |
 LJ0465| CO2021 ZULAUF RM 4                          32.647 METERS 26248     |
 LJ0465| CO2019 ZULAUF RM 2                          32.446 METERS 26510     |
 LJ0465|---------------------------------------------------------------------|
 LJ0465
 LJ0465                          SUPERSEDED SURVEY CONTROL
 LJ0465
 LJ0465  NAD 83(1986)-  40 09 31.28450(N)    100 48 16.92673(W) AD(       ) 1
 LJ0465  NAD 27      -  40 09 31.28406(N)    100 48 15.36410(W) AD(       ) 1
 LJ0465
 LJ0465.Superseded values are not recommended for survey control.
 LJ0465
 LJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0465.See file dsdata.pdf to determine how the superseded data were derived.
 LJ0465
 LJ0465_MARKER: DS = TRIANGULATION STATION DISK
 LJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0465_STAMPING: ZULAUF 1935
 LJ0465_MARK LOGO: CGS
 LJ0465_PROJECTION: RECESSED 61 CENTIMETERS
 LJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0465+STABILITY: SURFACE MOTION
 LJ0465
 LJ0465  HISTORY     - Date     Condition        Report By
 LJ0465  HISTORY     - 1935     MONUMENTED       CGS
 LJ0465  HISTORY     - 1951     GOOD             CGS
 LJ0465  HISTORY     - 1959     POOR             USGS
 LJ0465  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LJ0465  HISTORY     - 1968     GOOD             CGS
 LJ0465
 LJ0465                          STATION DESCRIPTION
 LJ0465
 LJ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0465'STATION IS 5 MILES SOUTH AND 1-1/2 MILES EAST OF CULBERTSON,
 LJ0465'NEBRASKA, ON THE DIVIDE BETWEEN THE REPUBLICAN VALLEY AND
 LJ0465'DRIFTWOOD CREEK, ON LAND OWNED BY J.H. BROWN AND LEASED BY
 LJ0465'J.W. ZULAUF.  IT IS 1-1/2 MILES DUE EAST OF SCHOOL NO. 20,
 LJ0465'40 YARDS EAST OF 3 PROMINENT TREES, 1 FOOT SOUTH OF AN EAST-WEST
 LJ0465'FENCE, 18 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST TRACK
 LJ0465'ROAD AND PROJECTS 1 INCH.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 1  IS EAST OF THE STATION, 1 FOOT
 LJ0465'SOUTH OF THE SAME EAST-WEST FENCE AND IS SET FLUSH WITH THE
 LJ0465'GROUND.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT
 LJ0465'SOUTH OF THE SAME EAST-WEST FENCE AND IS SET FLUSH WITH THE
 LJ0465'GROUND.
 LJ0465'
 LJ0465'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION,
 LJ0465'20 FEET EAST OF THE CENTERLINE OF A GRADED NORTH-SOUTH ROAD
 LJ0465'AND PROJECTS 8 INCHES.
 LJ0465'
 LJ0465'A 50-FOOT STEEL TOWER CLEARS ALL LINES.
 LJ0465
 LJ0465                          STATION RECOVERY (1951)
 LJ0465
 LJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0465'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION MARK
 LJ0465'AND REFERENCE MARKS HAVE HAD THE DIRT REMOVED FROM ALONG ONE SIDE
 LJ0465'BY GRADING MACHINERY AND THERE IS A LARGE CHUNK OF CONCRETE
 LJ0465'BROKEN OUT OF THE STATION MARK BUT THERE IS NO EVIDENCE OF THE
 LJ0465'MARK BEING DISTURBED.  THE 1935 MEASUREMENT FOR REFERENCE MARK
 LJ0465'NO. 2 COULD NOT BE CHECKED.
 LJ0465'
 LJ0465'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0465'
 LJ0465'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH AND 1.5 MILES EAST
 LJ0465'OF CULBERTSON ON THE DIVIDE BETWEEN THE REPUBLICAN RIVER AND
 LJ0465'DRIFTWOOD CREEK ALONG THE RIGHT-OF-WAY OF A GRADED ROAD.  IT
 LJ0465'IS 22.0 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 1.0
 LJ0465'FOOT SOUTH OF A FENCE.  IT PROJECTS 10 INCHES AND IS STAMPED
 LJ0465'ZULAUF 1935.  THE NUMBERS 193 ARE STAMPED ALONG THE SIDE OF
 LJ0465'THE DISK BUT SEEM TO BEAR NO SIGNIFICANCE.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 1 IS 22.0 FEET NORTH OF THE CENTER OF A GRADED
 LJ0465'ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES
 LJ0465'AND IS STAMPED ZULAUF NO 1 1935.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 2 IS 22.0 FEET NORTH OF THE CENTER OF A GRADED
 LJ0465'ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES
 LJ0465'AND IS STAMPED ZULAUF NO 2 1935.
 LJ0465'
 LJ0465'THE AZIMUTH MARK IS LOCATED IN A CULTIVATED FIELD, ABOUT 0.2
 LJ0465'MILE NORTH-NORTHWEST OF A WINDMILL AND 28.0 FEET EAST OF THE
 LJ0465'CENTER OF A GRADED ROAD.  IT IS A STANDARD REFERENCE MARK DISK
 LJ0465'AND IS STAMPED ZULAUF AZIMUTH 1935.
 LJ0465'
 LJ0465'TO REACH THE STATION FROM THE POST OFFICE IN CULBERTSON, GO SOUTH
 LJ0465'ON THE MAIN STREET FOR 1.0 BLOCK TO STATE ROUTE NO. 17.  GO
 LJ0465'SOUTHERLY ON STATE ROUTE NO. 17 FOR 5.3 MILES TO A T ROAD RIGHT,
 LJ0465'TURN RIGHT AND GO EAST FOR 0.6 MILE AND THE STATION ON THE RIGHT
 LJ0465'AS DESCRIBED.
 LJ0465'
 LJ0465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1
 LJ0465'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.4 MILE
 LJ0465'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0465
 LJ0465                          STATION RECOVERY (1959)
 LJ0465
 LJ0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0465'STATION MARK APPEARS DISTURBED.
 LJ0465'
 LJ0465'THE AZIMUTH MARK WAS FOUND DESTROYED.
 LJ0465
 LJ0465                          STATION RECOVERY (1960)
 LJ0465
 LJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 LJ0465'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0465'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DISPLACED
 LJ0465'BY ROAD MACHINERY.  THE STATION AND REFERENCE MARKS WERE 4 TO 6
 LJ0465'FEET INSIDE OF THE ROAD RIGHT-OF-FENCE ON LAND OWNED BY GEORGE
 LJ0465'E. RHOADES, NOW.  THE STATION MARK WAS LOWERED AND THE REFERENCE
 LJ0465'MARKS WERE MOVED INTO THE NEW ROAD RIGHT-OF-WAY AT HIS REQUEST.
 LJ0465'THE AZIMUTH MARK WAS RESET.  A COMPLETE DESCRIPTION FOLLOWS.
 LJ0465'
 LJ0465'STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF MC COOK
 LJ0465'AND 6 MILES SOUTH-SOUTHEAST OF CULBERTSON ON THE DIVIDE BETWEEN
 LJ0465'THE REPUBLICAN RIVER AND DRIFTWOOD CREEK ON LAND OWNED BY
 LJ0465'GEORGE E. RHOADES, 472 FEET EAST OF THE PROJECTED CENTER LINE
 LJ0465'OF A T-ROAD GOING SOUTH, 40 FEET NORTH OF THE CENTER OF AN
 LJ0465'EAST-WEST GRADED ROAD, AND 6 FEET NORTH OF THE NORTH
 LJ0465'RIGHT-OF-WAY FENCE AND A NEW STEEL WITNESS POST.  THE SURFACE
 LJ0465'STATION MARK IS 24 INCHES BELOW THE SURFACE OF THE GROUND AND
 LJ0465'THE DISK IS STAMPED ZULAUF 1935.
 LJ0465'
 LJ0465'TO REACH THE STATION FROM THE POST OFFICE IN CULBERTSON, GO
 LJ0465'WEST 1/2 BLOCK TO STATE HIGHWAY 17.  TURN LEFT AND GO SOUTH
 LJ0465'AND EAST ON STATE HIGHWAY 17 FOR 6.0 MILES TO A GRADED T-ROAD
 LJ0465'LEFT.  TURN LEFT AND GO EAST FOR 0.6 MILE TO THE TOP OF GRADE AND
 LJ0465'THE STATION ON THE LEFT AS DESCRIBED.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 3 IS 122.60 FEET EAST OF THE STATION, 33
 LJ0465'FEET NORTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT SOUTH OF
 LJ0465'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LJ0465'ZULAUF NO 3 1935.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 4 IS 107.12 FEET WEST OF THE STATION,
 LJ0465'365 FEET EAST OF THE PROJECTED CENTERLINE OF A T-ROAD GOING
 LJ0465'SOUTH, 363 FEET EAST OF AN EAST GATE POST IN FENCE, 33 FEET
 LJ0465'NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD, AND 1 FOOT
 LJ0465'SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LJ0465'IS STAMPED ZULAUF NO 4 1935.
 LJ0465'
 LJ0465'AZIMUTH MARK (RESET) IS 0.4 MILE SOUTH OF THE STATION, 30
 LJ0465'FEET EAST OF THE CENTER OF NORTH-SOUTH GRADED ROAD, AND 1 FOOT
 LJ0465'NORTH OF A NEW WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 LJ0465'THE DISK IS STAMPED ZULAUF AZIMUTH 1935 RESET 1960.
 LJ0465'
 LJ0465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE TO
 LJ0465'A T-ROAD SOUTH.  TURN LEFT AND GO SOUTH FOR 0.4 MILE TO THE
 LJ0465'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LJ0465
 LJ0465                          STATION RECOVERY (1968)
 LJ0465
 LJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0465'STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION
 LJ0465'AND ALL MARKS FOUND IN GOOD CONDITION.  STATION MARK, A STANDARD
 LJ0465'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND STAMPED
 LJ0465'ZULAUF 1935 IS 128 FEET WEST-NORTHWEST OF THE ENTRANCE TO THE
 LJ0465'FIELD, 41 FEET NORTH OF THE CENTER LINE OF A EAST-WEST ROAD AND
 LJ0465'6 FEET NORTH OF A METAL WITNESS POST.  THE MARK IS ABOUT 2 FEET
 LJ0465'BELOW THE SURFACE OF THE GROUND.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 LJ0465'SQUARE CONCRETE POST AND STAMPED ZULAUF NO 3 1935 IS 35 FEET
 LJ0465'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND 5 FEET WEST
 LJ0465'OF THE FIELD ENTRANCE.  THE MARK IS FLUSH WITH THE GROUND.
 LJ0465'
 LJ0465'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 LJ0465'SQUARE CONCRETE POST AND STAMPED ZULAUF NO 4 1935 IS 34 FEET
 LJ0465'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD.  THE MARK IS FLUSH
 LJ0465'WITH THE GROUND.
 LJ0465'
 LJ0465'THE 1960 TO REACH DESCRIPTION IS ADEQUATE.
 LJ0465'
 LJ0465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 LJ0465'SOUTH-SOUTHWEST OF CULBERTSEN
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 03:31:31 EDT
 LG0201 ***********************************************************************
 LG0201  DESIGNATION -  ZZ 173
 LG0201  PID         -  LG0201
 LG0201  STATE/COUNTY-  NE/NEMAHA
 LG0201  COUNTRY     -  US
 LG0201  USGS QUAD   -  TECUMSEH NE (2017)
 LG0201
 LG0201                         *CURRENT SURVEY CONTROL
 LG0201  ______________________________________________________________________
 LG0201* NAD 83(1986) POSITION- 40 24 32.5    (N) 096 00 02.9    (W)   HD_HELD2
 LG0201* NAVD 88 ORTHO HEIGHT -   374.294 (meters)     1228.00  (feet) ADJUSTED
 LG0201  ______________________________________________________________________
 LG0201  GEOID HEIGHT    -        -28.993 (meters)                     GEOID18
 LG0201  DYNAMIC HEIGHT  -        374.094 (meters)     1227.34  (feet) COMP
 LG0201  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LG0201
 LG0201  VERT ORDER      -  SECOND    CLASS 0
 LG0201
 LG0201.The horizontal coordinates were established by autonomous hand held GPS
 LG0201.observations and have an estimated accuracy of +/- 10 meters.
 LG0201
 LG0201.The orthometric height was determined by differential leveling and
 LG0201.adjusted by the NATIONAL GEODETIC SURVEY
 LG0201.in June 1991.
 LG0201
 LG0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LG0201.GEOID18 height accuracy estimate available here.
 LG0201
 LG0201.Click photographs - Photos may exist for this station.
 LG0201
 LG0201.The dynamic height is computed by dividing the NAVD 88
 LG0201.geopotential number by the normal gravity value computed on the
 LG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0201.degrees latitude (g = 980.6199 gals.).
 LG0201
 LG0201.The modeled gravity was interpolated from observed gravity values.
 LG0201
 LG0201;                    North         East    Units  Estimated Accuracy
 LG0201;SPC NE       -    71,769.      839,285.      MT  (+/- 10 meters HH2 GPS)
 LG0201
 LG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5449577476(NAD 83)
 LG0201
 LG0201                          SUPERSEDED SURVEY CONTROL
 LG0201
 LG0201  NGVD 29 (??/??/92)  374.202  (m)         1227.69   (f) ADJ UNCH    2 0
 LG0201
 LG0201.Superseded values are not recommended for survey control.
 LG0201
 LG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0201.See file dsdata.pdf to determine how the superseded data were derived.
 LG0201
 LG0201_MARKER: DB = BENCH MARK DISK
 LG0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0201_STAMPING: ZZ 173 1934
 LG0201_MARK LOGO: CGS
 LG0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0201+STABILITY: SURFACE MOTION
 LG0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0201+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 LG0201
 LG0201  HISTORY     - Date     Condition        Report By
 LG0201  HISTORY     - 1934     MONUMENTED       CGS
 LG0201  HISTORY     - 1960     GOOD             CGS
 LG0201  HISTORY     - 20201022 GOOD             NEGS
 LG0201
 LG0201                          STATION DESCRIPTION
 LG0201
 LG0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0201'AT JOHNSON.
 LG0201'AT JOHNSON, NEMAHA COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0201'RAILROAD, TWO BLOCKS WEST OF THE STATION, ONE BLOCK WEST OF
 LG0201'MILEPOST 48, ONE BLOCK SOUTH OF A BRICK CHURCH, AT A ROAD
 LG0201'CROSSING, 100 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 20
 LG0201'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LG0201'ZZ 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0201
 LG0201                          STATION RECOVERY (1960)
 LG0201
 LG0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LG0201'RECOVERED IN GOOD CONDITION.
 LG0201
 LG0201                          STATION RECOVERY (2020)
 LG0201
 LG0201'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (KO)
 LG0201'TO REACH FROM THE INTERSECTION OF NE. HIGHWAY 105 AND NE. SPUR 64B
 LG0201'WEST OF JOHNSON, NE., GO EAST ON NE. SPUR 64B FOR 0.46 MI (0.74 KM) TO
 LG0201'MULBERRY STREET.  TURN LEFT AND GO NORTH FOR 0.13 MILES TO THE MARK ON
 LG0201'THE LEFT (WEST).  THE MARK IS APPROXIMATELY 175 FT (53.3 M) SOUTH OF
 LG0201'THE CENTERLINE OF FIRST STREET, 26 FT (7.9 M) WEST OF MULBERRY STREET
 LG0201'AND UNDER A LARGE OAK TREE.

 *** retrieval complete.
